














                                  SURVEY CONTROL DATA
                                
                             STATE=NM
                             [OCTOBER  6, 2006    ]
                              Version = 7.42
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0452 ***********************************************************************
 GL0452  DESIGNATION -  00+00
 GL0452  PID         -  GL0452
 GL0452  STATE/COUNTY-  NM/UNION
 GL0452  USGS QUAD   -  BIBLE TOP BUTTE (1972)
 GL0452
 GL0452                         *CURRENT SURVEY CONTROL
 GL0452  ___________________________________________________________________
 GL0452* NAD 83(1986)-  36 34 30.     (N)    103 17 37.     (W)     SCALED    
 GL0452* NAVD 88     -      1601.954  (meters)    5255.74   (feet)  ADJUSTED  
 GL0452  ___________________________________________________________________
 GL0452  GEOID HEIGHT-         -21.43  (meters)                     GEOID03
 GL0452  DYNAMIC HT  -        1600.067 (meters)    5249.55  (feet)  COMP
 GL0452  MODELED GRAV-     979,396.6   (mgal)                       NAVD 88
 GL0452
 GL0452  VERT ORDER  -  SECOND    CLASS 0
 GL0452
 GL0452.The horizontal coordinates were scaled from a topographic map and have
 GL0452.an estimated accuracy of +/- 6 seconds.
 GL0452
 GL0452.The orthometric height was determined by differential leveling
 GL0452.and adjusted by the National Geodetic Survey in June 1991..
 GL0452
 GL0452.The geoid height was determined by GEOID03.
 GL0452
 GL0452.The dynamic height is computed by dividing the NAVD 88
 GL0452.geopotential number by the normal gravity value computed on the
 GL0452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0452.degrees latitude (g = 980.6199 gals.).
 GL0452
 GL0452.The modeled gravity was interpolated from observed gravity values.
 GL0452
 GL0452;                    North         East    Units  Estimated Accuracy
 GL0452;SPC NM E     -   618,820.      258,050.      MT  (+/- 180 meters Scaled)
 GL0452
 GL0452                          SUPERSEDED SURVEY CONTROL
 GL0452
 GL0452  NGVD 29 (??/??/92) 1601.202  (m)         5253.28   (f) ADJ UNCH    2 0
 GL0452
 GL0452.Superseded values are not recommended for survey control.
 GL0452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0452.See file dsdata.txt to determine how the superseded data were derived.
 GL0452
 GL0452_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA526490(NAD 83)
 GL0452_MARKER: Z = SEE DESCRIPTION
 GL0452_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0452_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0452_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0452+STABILITY: SURFACE MOTION
 GL0452
 GL0452  HISTORY     - Date     Condition        Report By
 GL0452  HISTORY     - UNK      MONUMENTED       LOCSUR
 GL0452  HISTORY     - 1955     GOOD             NGS
 GL0452
 GL0452                          STATION DESCRIPTION
 GL0452
 GL0452'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GL0452'12.4 MI NW FROM CLAYTON.
 GL0452'10.55 MILES NORTHWEST ALONG STATE ROAD 370 FROM ITS JUNCTION WITH U.S.
 GL0452'HIGHWAYS 64 AND 87 AT CLAYTON, THENCE 1.25 MILES NORTHWEST ALONG A
 GL0452'GRADED DIRT ROAD, THENCE 0.6 MILE NORTHEAST ALONG A FENCE, 0.1 MILE
 GL0452'EAST OF A CONCRETE TOWER AT THE SPILLWAY OF THE CLAYTON DAM, 39 FEET
 GL0452'NORTH OF A FENCE, 0.6 FOOT ABOVE THE GROUND, A 1 INCH PIPE WHICH IS
 GL0452'SET IN THE TOP OF A CONCRETE POST, A CHISELED HIGH POINT ON THE TOP OF
 GL0452'THE PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0139 ***********************************************************************
 CW0139  DESIGNATION -  1
 CW0139  PID         -  CW0139
 CW0139  STATE/COUNTY-  NM/EDDY
 CW0139  USGS QUAD   -  CARLSBAD EAST (1985)
 CW0139
 CW0139                         *CURRENT SURVEY CONTROL
 CW0139  ___________________________________________________________________
 CW0139* NAD 83(1986)-  32 25 02.     (N)    104 13 28.     (W)     SCALED    
 CW0139* NAVD 88     -       947.087  (meters)    3107.23   (feet)  ADJUSTED  
 CW0139  ___________________________________________________________________
 CW0139  GEOID HEIGHT-         -24.25  (meters)                     GEOID03
 CW0139  DYNAMIC HT  -         945.746 (meters)    3102.84  (feet)  COMP
 CW0139  MODELED GRAV-     979,190.8   (mgal)                       NAVD 88
 CW0139
 CW0139  VERT ORDER  -  FIRST     CLASS I
 CW0139
 CW0139.The horizontal coordinates were scaled from a topographic map and have
 CW0139.an estimated accuracy of +/- 6 seconds.
 CW0139
 CW0139.The orthometric height was determined by differential leveling
 CW0139.and adjusted by the National Geodetic Survey in June 1991..
 CW0139.WARNING-Repeat measurements at this control monument indicate possible
 CW0139.vertical movement.
 CW0139
 CW0139.The geoid height was determined by GEOID03.
 CW0139
 CW0139.The dynamic height is computed by dividing the NAVD 88
 CW0139.geopotential number by the normal gravity value computed on the
 CW0139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0139.degrees latitude (g = 980.6199 gals.).
 CW0139
 CW0139.The modeled gravity was interpolated from observed gravity values.
 CW0139
 CW0139;                    North         East    Units  Estimated Accuracy
 CW0139;SPC NM E     -   157,140.      175,240.      MT  (+/- 180 meters Scaled)
 CW0139
 CW0139                          SUPERSEDED SURVEY CONTROL
 CW0139
 CW0139  NGVD 29 (??/??/92)  946.612  (m)         3105.68   (f) ADJ UNCH    1 1
 CW0139
 CW0139.Superseded values are not recommended for survey control.
 CW0139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0139.See file dsdata.txt to determine how the superseded data were derived.
 CW0139
 CW0139_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SER729869(NAD 83)
 CW0139_MARKER: DD = SURVEY DISK
 CW0139_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CW0139_SP_SET: BRIDGE
 CW0139_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CW0139
 CW0139  HISTORY     - Date     Condition        Report By
 CW0139  HISTORY     - UNK      MONUMENTED       BOR
 CW0139  HISTORY     - 1957     GOOD             NGS
 CW0139  HISTORY     - 1977     GOOD             NGS
 CW0139  HISTORY     - 1981     GOOD             NGS
 CW0139  HISTORY     - 20050709 GOOD             USPSQD
 CW0139
 CW0139                          STATION DESCRIPTION
 CW0139
 CW0139'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 CW0139'0.1 MI S FROM CARLSBAD.
 CW0139'ABOUT 0.1 MILE SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 CW0139'FROM THE STATION AT CARLSBAD, 78 FEET EAST OF THE EAST RAIL OF THE
 CW0139'MAIN TRACK, IN THE TOP OF THE WEST END OF THE SOUTH CONCRETE BANNISTER
 CW0139'OF THE U. S. HIGHWAY 62 BRIDGE OVER PECOS RIVER, 18 FEET SOUTH OF THE
 CW0139'CENTER LINE OF THE HIGHWAY, AND 8 INCHES ABOVE THE HIGHWAY.
 CW0139
 CW0139                          STATION RECOVERY (1977)
 CW0139
 CW0139'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CW0139'AT CARLSBAD, 0.1 MILE SOUTH ALONG THE ATCHISON TOPEKA AND SANTA FE
 CW0139'RAILWAY FROM THE STATION, AT THE CROSSING OF U.S. HIGHWAYS 180 AND
 CW0139'62 (EAST GREENE STREET), 78.1 FT. EAST OF THE EAST RAIL OF THE MAIN
 CW0139'TRACK, IN THE TOP OF THE WEST END OF THE SOUTH GUARDRAIL CURB OF THE
 CW0139'HIGHWAY BRIDGE OVER THE PECOS RIVER, 18 FT. SOUTH OF THE CENTER LINE
 CW0139'OF THE SOUTH HIGHWAY LANES, 0.5 FT. EAST OF THE NORTHEAST CORNER OF
 CW0139'THE WEST MOST CONCRETE GUARDRAIL POST, 0.3 FT. NORTH OF THE SOUTH
 CW0139'STEEL GUARDRAIL.
 CW0139
 CW0139                          STATION RECOVERY (1981)
 CW0139
 CW0139'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CW0139'RECOVERED IN GOOD CONDITION.
 CW0139
 CW0139                          STATION RECOVERY (2005)
 CW0139
 CW0139'RECOVERY NOTE BY US POWER SQUADRON 2005 (RTK)
 CW0139'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0857 ***********************************************************************
 CX0857  DESIGNATION -  1
 CX0857  PID         -  CX0857
 CX0857  STATE/COUNTY-  NM/DONA ANA
 CX0857  USGS QUAD   -  HATCH (1978)
 CX0857
 CX0857                         *CURRENT SURVEY CONTROL
 CX0857  ___________________________________________________________________
 CX0857* NAD 83(1986)-  32 39 22.     (N)    107 11 02.     (W)     SCALED    
 CX0857* NAVD 88     -      1256.076  (meters)    4120.98   (feet)  ADJUSTED  
 CX0857  ___________________________________________________________________
 CX0857  GEOID HEIGHT-         -23.78  (meters)                     GEOID03
 CX0857  DYNAMIC HT  -        1254.226 (meters)    4114.91  (feet)  COMP
 CX0857  MODELED GRAV-     979,122.5   (mgal)                       NAVD 88
 CX0857
 CX0857  VERT ORDER  -  FIRST     CLASS II
 CX0857
 CX0857.The horizontal coordinates were scaled from a topographic map and have
 CX0857.an estimated accuracy of +/- 6 seconds.
 CX0857
 CX0857.The orthometric height was determined by differential leveling
 CX0857.and adjusted by the National Geodetic Survey in June 1991..
 CX0857
 CX0857.The geoid height was determined by GEOID03.
 CX0857
 CX0857.The dynamic height is computed by dividing the NAVD 88
 CX0857.geopotential number by the normal gravity value computed on the
 CX0857.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0857.degrees latitude (g = 980.6199 gals.).
 CX0857
 CX0857.The modeled gravity was interpolated from observed gravity values.
 CX0857
 CX0857;                    North         East    Units  Estimated Accuracy
 CX0857;SPC NM C     -   184,000.      412,400.      MT  (+/- 180 meters Scaled)
 CX0857
 CX0857                          SUPERSEDED SURVEY CONTROL
 CX0857
 CX0857  NGVD 29 (??/??/92) 1255.445  (m)         4118.91   (f) ADJ UNCH    1 2
 CX0857
 CX0857.Superseded values are not recommended for survey control.
 CX0857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0857.See file dsdata.txt to determine how the superseded data were derived.
 CX0857
 CX0857_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBS951152(NAD 83)
 CX0857_MARKER: DB = BENCH MARK DISK
 CX0857_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX0857_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CX0857_STAMPING: 1 1952
 CX0857_PROJECTION: PROJECTING 0 CENTIMETERS
 CX0857_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX0857+STABILITY: SURFACE MOTION
 CX0857
 CX0857  HISTORY     - Date     Condition        Report By
 CX0857  HISTORY     - 1952     MONUMENTED       NMGS
 CX0857  HISTORY     - 1980     GOOD             NGS
 CX0857
 CX0857                          STATION DESCRIPTION
 CX0857
 CX0857'DESCRIBED BY NEW MEXICO GEODETIC SURVEY 1952
 CX0857'2.0 MI SW FROM HATCH.
 CX0857'1.15 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD FROM
 CX0857'THE STATION AT HATCH, THENCE 0.85 MILE SOUTHWEST ALONG STATE HIGHWAY
 CX0857'26, 102 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 63 FEET
 CX0857'SOUTHWEST OF THE CENTER LINE OF A GRAVELED ROAD LEADING SOUTH TO THE
 CX0857'HATCH CEMETERY, 49 FEET NORTHWEST OF THE CENTER LINE OF A TRACK ROAD,
 CX0857'2 FEET SOUTHEAST OF A FENCE, 2.5 FEET NORTHEAST OF A WITNESS POST, SET
 CX0857'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE
 CX0857'GROUND.
 CX0857
 CX0857                          STATION RECOVERY (1980)
 CX0857
 CX0857'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CX0857'1.9 KILOMETERS (1.15 MILES) WEST ALONG THE ATCHISON, TOPEKA AND SANTA
 CX0857'FE RAILROAD FROM THE STATION IN HATCH, THENCE 1.4 KILOMETERS (0.85
 CX0857'MILE) SOUTHWEST ALONG STATE HIGHWAY 26, 30.9 METERS (101.7 FEET)
 CX0857'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 25.9 METERS (85.1 FEET)
 CX0857'SOUTHWEST OF THE NORTHWEST CORNER OF A 7-FOOT CHAIN LINK FENCE AND 16.
 CX0857'METERS (55.2 FEET) SOUTHWEST OF THE CENTER OF A PAVED ROAD LEADING
 CX0857'SOUTHWESTERLY TO THE HATCH CEMETERY.
 CX0857'THE MARK IS 0.9 METERS  NE FROM A WITNESS POST.
 CX0857'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0134 ***********************************************************************
 FO0134  DESIGNATION -  1
 FO0134  PID         -  FO0134
 FO0134  STATE/COUNTY-  NM/SANDOVAL
 FO0134  USGS QUAD   -  SAN FELIPE PUEBLO (1990)
 FO0134
 FO0134                         *CURRENT SURVEY CONTROL
 FO0134  ___________________________________________________________________
 FO0134* NAD 83(1986)-  35 25 07.     (N)    106 26 58.     (W)     SCALED    
 FO0134* NAVD 88     -      1559.748  (meters)    5117.27   (feet)  ADJUSTED  
 FO0134  ___________________________________________________________________
 FO0134  GEOID HEIGHT-         -20.72  (meters)                     GEOID03
 FO0134  DYNAMIC HT  -        1557.617 (meters)    5110.28  (feet)  COMP
 FO0134  MODELED GRAV-     979,214.4   (mgal)                       NAVD 88
 FO0134
 FO0134  VERT ORDER  -  FIRST     CLASS II
 FO0134
 FO0134.The horizontal coordinates were scaled from a topographic map and have
 FO0134.an estimated accuracy of +/- 6 seconds.
 FO0134
 FO0134.The orthometric height was determined by differential leveling
 FO0134.and adjusted by the National Geodetic Survey in June 1991..
 FO0134
 FO0134.The geoid height was determined by GEOID03.
 FO0134
 FO0134.The dynamic height is computed by dividing the NAVD 88
 FO0134.geopotential number by the normal gravity value computed on the
 FO0134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0134.degrees latitude (g = 980.6199 gals.).
 FO0134
 FO0134.The modeled gravity was interpolated from observed gravity values.
 FO0134
 FO0134;                    North         East    Units  Estimated Accuracy
 FO0134;SPC NM C     -   490,030.      481,890.      MT  (+/- 180 meters Scaled)
 FO0134
 FO0134                          SUPERSEDED SURVEY CONTROL
 FO0134
 FO0134.No superseded survey control is available for this station.
 FO0134
 FO0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV684204(NAD 83)
 FO0134_MARKER: DD = SURVEY DISK
 FO0134_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FO0134_STAMPING: 5114.301
 FO0134_MARK LOGO: MRGCD 
 FO0134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO0134+STABILITY: SURFACE MOTION
 FO0134
 FO0134  HISTORY     - Date     Condition        Report By
 FO0134  HISTORY     - UNK      MONUMENTED       MRGCD
 FO0134  HISTORY     - 1951     GOOD             NGS
 FO0134  HISTORY     - 1984     GOOD             NGS
 FO0134
 FO0134                          STATION DESCRIPTION
 FO0134
 FO0134'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 FO0134'10.0 MI NE FROM BERNALILLO.
 FO0134'10.0 MILES NORTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 FO0134'FROM THE STATION AT BERNALILLO, 150 FEET SOUTHWEST OF MILEPOST 876, 90
 FO0134'FEET WEST OF THE WEST RAIL, 43 FEET WEST OF A FENCE, 0.6 MILE NORTH OF
 FO0134'THE STATION SIGN AT NUEVE, SET IN THE TOP OF THE SOUTHWEST CORNER OF A
 FO0134'CONCRETE FLUME.
 FO0134
 FO0134                          STATION RECOVERY (1984)
 FO0134
 FO0134'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FO0134'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  14.4 KM
 FO0134'(8.95 MI) NORTHEAST ALONG THE ATCHISON TOPEKA AND SANTA FE RAILROAD
 FO0134'FROM ITS JUNCTION WITH STATE HIGHWAY 44 IN BERNALILLO.  DELETE=150
 FO0134'FEET SOUTHWEST OF MILEPOST 876.  ADD 43.0 M (141.1 FT) SOUTHWEST OF
 FO0134'BENCH MARK RV 17 ATSFRR, AND 23.8 M (78.1 FT) WEST OF MILEPOST 876.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0061 ***********************************************************************
 FO0061  DESIGNATION -  1
 FO0061  PID         -  FO0061
 FO0061  STATE/COUNTY-  NM/SANDOVAL
 FO0061  USGS QUAD   -  CANADA (1993)
 FO0061
 FO0061                         *CURRENT SURVEY CONTROL
 FO0061  ___________________________________________________________________
 FO0061* NAD 83(1986)-  35 39 34.     (N)    106 24 47.     (W)     SCALED    
 FO0061* NAVD 88     -      1753.487  (meters)    5752.90   (feet)  ADJUSTED  
 FO0061  ___________________________________________________________________
 FO0061  GEOID HEIGHT-         -20.06  (meters)                     GEOID03
 FO0061  DYNAMIC HT  -        1751.085 (meters)    5745.02  (feet)  COMP
 FO0061  MODELED GRAV-     979,202.4   (mgal)                       NAVD 88
 FO0061
 FO0061  VERT ORDER  -  SECOND    CLASS 0
 FO0061
 FO0061.The horizontal coordinates were scaled from a topographic map and have
 FO0061.an estimated accuracy of +/- 6 seconds.
 FO0061
 FO0061.The orthometric height was determined by differential leveling
 FO0061.and adjusted by the National Geodetic Survey in June 1991..
 FO0061
 FO0061.The geoid height was determined by GEOID03.
 FO0061
 FO0061.The dynamic height is computed by dividing the NAVD 88
 FO0061.geopotential number by the normal gravity value computed on the
 FO0061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0061.degrees latitude (g = 980.6199 gals.).
 FO0061
 FO0061.The modeled gravity was interpolated from observed gravity values.
 FO0061
 FO0061;                    North         East    Units  Estimated Accuracy
 FO0061;SPC NM C     -   516,740.      485,240.      MT  (+/- 180 meters Scaled)
 FO0061
 FO0061                          SUPERSEDED SURVEY CONTROL
 FO0061
 FO0061  NGVD 29 (??/??/92) 1752.512  (m)         5749.70   (f) ADJ UNCH    2 0
 FO0061
 FO0061.Superseded values are not recommended for survey control.
 FO0061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0061.See file dsdata.txt to determine how the superseded data were derived.
 FO0061
 FO0061_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV720470(NAD 83)
 FO0061_MARKER: DD = SURVEY DISK
 FO0061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FO0061_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FO0061_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO0061+STABILITY: SURFACE MOTION
 FO0061
 FO0061  HISTORY     - Date     Condition        Report By
 FO0061  HISTORY     - UNK      MONUMENTED       USFS
 FO0061  HISTORY     - 1941     GOOD             NGS
 FO0061
 FO0061                          STATION DESCRIPTION
 FO0061
 FO0061'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 FO0061'11.2 MI NW FROM PENABLANCA.
 FO0061'11.2 MILES NORTHWEST ALONG A ROAD LEADING TO JEMES FROM THE CATHOLIC
 FO0061'CHURCH AT PENABLANCA, SANDOVAL COUNTY, 4.9 MILES NORTHWEST OF THE
 FO0061'JUNCTION OF A ROAD LEADING TO COCHITI PUEBLO, 0.2 MILE SOUTHEAST OF
 FO0061'THE CROSSING OVER A WASH, 300 FEET NORTHWEST OF A CURVE, 26 FEET
 FO0061'NORTHEAST OF THE CENTERLINE OF THE ROAD, 4 FEET SOUTH OF A ROCK CAIRN,
 FO0061'2.5 FEET NORTH OF 4-BY-4 INCH WHITE WOODEN POST STENCILED U.S.B.M.,
 FO0061'AND 3.5 FEET HIGHER THAN THE ROAD.  A UNITED STATES FOREST SERVICE
 FO0061'STANDARD DISK, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT
 FO0061'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0311 ***********************************************************************
 EO0311  DESIGNATION -  1 A
 EO0311  PID         -  EO0311
 EO0311  STATE/COUNTY-  NM/CURRY
 EO0311  USGS QUAD   -  PORTAIR (1985)
 EO0311
 EO0311                         *CURRENT SURVEY CONTROL
 EO0311  ___________________________________________________________________
 EO0311* NAD 83(1986)-  34 23 33.     (N)    103 19 15.     (W)     SCALED    
 EO0311* NAVD 88     -      1310.076  (meters)    4298.14   (feet)  ADJUSTED  
 EO0311  ___________________________________________________________________
 EO0311  GEOID HEIGHT-         -23.36  (meters)                     GEOID03
 EO0311  DYNAMIC HT  -        1308.362 (meters)    4292.52  (feet)  COMP
 EO0311  MODELED GRAV-     979,281.5   (mgal)                       NAVD 88
 EO0311
 EO0311  VERT ORDER  -  FIRST     CLASS II
 EO0311
 EO0311.The horizontal coordinates were scaled from a topographic map and have
 EO0311.an estimated accuracy of +/- 6 seconds.
 EO0311
 EO0311.The orthometric height was determined by differential leveling
 EO0311.and adjusted by the National Geodetic Survey in June 1991..
 EO0311
 EO0311.The geoid height was determined by GEOID03.
 EO0311
 EO0311.The dynamic height is computed by dividing the NAVD 88
 EO0311.geopotential number by the normal gravity value computed on the
 EO0311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0311.degrees latitude (g = 980.6199 gals.).
 EO0311
 EO0311.The modeled gravity was interpolated from observed gravity values.
 EO0311
 EO0311;                    North         East    Units  Estimated Accuracy
 EO0311;SPC NM E     -   376,660.      258,100.      MT  (+/- 180 meters Scaled)
 EO0311
 EO0311                          SUPERSEDED SURVEY CONTROL
 EO0311
 EO0311  NGVD 29 (??/??/92) 1309.475  (m)         4296.17   (f) ADJ UNCH    1 2
 EO0311
 EO0311.Superseded values are not recommended for survey control.
 EO0311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0311.See file dsdata.txt to determine how the superseded data were derived.
 EO0311
 EO0311_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFU543069(NAD 83)
 EO0311_MARKER: N = NAIL
 EO0311_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EO0311_SP_SET: WOODEN STAKE
 EO0311_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EO0311
 EO0311  HISTORY     - Date     Condition        Report By
 EO0311  HISTORY     - UNK      MONUMENTED       CGS
 EO0311  HISTORY     - 1945     GOOD             NGS
 EO0311
 EO0311                          STATION DESCRIPTION
 EO0311
 EO0311'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 EO0311'1.8 MI SW FROM BLACKTOWER.
 EO0311'MARK IS LOCATED ABOUT 0.8 MILES SOUTH OF THE MAIN ENTRANCE AT THE
 EO0311'CLOVIS ARMY AIR FIELD, AT OPERATIONS AND WEATHER OFFICE, IN THE CORNER
 EO0311'FORMED BY THE NORTH WING OF THE BUILDING AND THE WEST WING, 1 FOOT
 EO0311'NORTHWEST OF THE CORNER, 1 FOOT NORTH OF WEST WING, 20 FEET SOUTH OF
 EO0311'DOOR LEADING INTO WEATHER OFFICE.  A NAIL IN WOODEN STAKE PROJECTING
 EO0311'ABOUT 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0253 ***********************************************************************
 FO0253  DESIGNATION -  1 ALM BR
 FO0253  PID         -  FO0253
 FO0253  STATE/COUNTY-  NM/BERNALILLO
 FO0253  USGS QUAD   -  LOS GRIEGOS (1990)
 FO0253
 FO0253                         *CURRENT SURVEY CONTROL
 FO0253  ___________________________________________________________________
 FO0253* NAD 83(1986)-  35 11 41.     (N)    106 38 09.     (W)     SCALED    
 FO0253* NAVD 88     -      1523.097  (meters)    4997.03   (feet)  ADJUSTED  
 FO0253  ___________________________________________________________________
 FO0253  GEOID HEIGHT-         -21.18  (meters)                     GEOID03
 FO0253  DYNAMIC HT  -        1521.028 (meters)    4990.24  (feet)  COMP
 FO0253  MODELED GRAV-     979,223.6   (mgal)                       NAVD 88
 FO0253
 FO0253  VERT ORDER  -  FIRST     CLASS II
 FO0253
 FO0253.The horizontal coordinates were scaled from a topographic map and have
 FO0253.an estimated accuracy of +/- 6 seconds.
 FO0253
 FO0253.The orthometric height was determined by differential leveling
 FO0253.and adjusted by the National Geodetic Survey in June 1991..
 FO0253
 FO0253.The geoid height was determined by GEOID03.
 FO0253
 FO0253.The dynamic height is computed by dividing the NAVD 88
 FO0253.geopotential number by the normal gravity value computed on the
 FO0253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0253.degrees latitude (g = 980.6199 gals.).
 FO0253
 FO0253.The modeled gravity was interpolated from observed gravity values.
 FO0253
 FO0253;                    North         East    Units  Estimated Accuracy
 FO0253;SPC NM C     -   465,240.      464,870.      MT  (+/- 180 meters Scaled)
 FO0253
 FO0253                          SUPERSEDED SURVEY CONTROL
 FO0253
 FO0253  NGVD 29 (??/??/92) 1522.264  (m)         4994.29   (f) ADJ UNCH    1 2
 FO0253
 FO0253.Superseded values are not recommended for survey control.
 FO0253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0253.See file dsdata.txt to determine how the superseded data were derived.
 FO0253
 FO0253_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU510958(NAD 83)
 FO0253_MARKER: DD = SURVEY DISK
 FO0253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FO0253_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FO0253_STAMPING: 1 ALM BR ALB 1950
 FO0253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO0253+STABILITY: SURFACE MOTION
 FO0253
 FO0253  HISTORY     - Date     Condition        Report By
 FO0253  HISTORY     - 1950     MONUMENTED       USE
 FO0253  HISTORY     - 1951     GOOD             NGS
 FO0253  HISTORY     - 1984     MARK NOT FOUND   NGS
 FO0253
 FO0253                          STATION DESCRIPTION
 FO0253
 FO0253'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 FO0253'1.15 MI W FROM ALAMADA.
 FO0253'0.1 MILE NORTH ALONG U.S. HIGHWAY 85 FROM THE POST OFFICE AT ALAMEDA,
 FO0253'THENCE 1.05 MILES WEST ALONG AN OILED ROAD, 22 FEET EAST OF A 24 INCH
 FO0253'COTTONWOOD TREE, 30 FEET NORTH OF THE CENTER LINE OF THE OILED ROAD,
 FO0253'1.5 FEET SOUTH OF A FENCE, 2 FEET WEST OF A VERTICAL STEEL RAIL, SET
 FO0253'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE
 FO0253'GROUND.
 FO0253
 FO0253                          STATION RECOVERY (1984)
 FO0253
 FO0253'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FO0253'NOTE--THERE HAS BEEN ROAD CONSTRUCTION AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1137 ***********************************************************************
 FO1137  DESIGNATION -  1 B19
 FO1137  PID         -  FO1137
 FO1137  STATE/COUNTY-  NM/BERNALILLO
 FO1137  USGS QUAD   -  ALAMEDA (1990)
 FO1137
 FO1137                         *CURRENT SURVEY CONTROL
 FO1137  ___________________________________________________________________
 FO1137* NAD 83(1992)-  35 11 19.89854(N)    106 33 35.40236(W)     ADJUSTED  
 FO1137* NAVD 88     -      1644.5    (meters)    5395.     (feet)  VERTCON   
 FO1137  ___________________________________________________________________
 FO1137  LAPLACE CORR-          11.64  (seconds)                    DEFLEC99
 FO1137  GEOID HEIGHT-         -20.76  (meters)                     GEOID03
 FO1137
 FO1137  HORZ ORDER  -  SECOND
 FO1137
 FO1137.The horizontal coordinates were established by classical geodetic methods
 FO1137.and adjusted by the National Geodetic Survey in December 1993..
 FO1137
 FO1137.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1137.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1137
 FO1137.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1137
 FO1137.The geoid height was determined by GEOID03.
 FO1137
 FO1137;                    North         East     Units Scale Factor Converg.
 FO1137;SPC NM C     -   464,568.728   471,783.739   MT  0.99990981   -0 10 42.8
 FO1137;SPC NM C     - 1,524,172.57  1,547,843.82   sFT  0.99990981   -0 10 42.8
 FO1137;UTM  13      - 3,895,101.501   357,984.443   MT  0.99984856   -0 53 56.5
 FO1137
 FO1137!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1137!SPC NM C     -   0.99974519  x   0.99990981  =   0.99965502
 FO1137!UTM  13      -   0.99974519  x   0.99984856  =   0.99959379
 FO1137
 FO1137:                Primary Azimuth Mark                     Grid Az
 FO1137:SPC NM C     -  1 B20                                    090 23 02.7
 FO1137:UTM  13      -  1 B20                                    091 06 16.4
 FO1137
 FO1137|---------------------------------------------------------------------|
 FO1137| PID    Reference Object                     Distance      Geod. Az  |
 FO1137|                                                           dddmmss.s |
 FO1137| FO1143 1 B20                               APPROX. 0.8 KM 0901219.9 |
 FO1137|---------------------------------------------------------------------|
 FO1137
 FO1137                          SUPERSEDED SURVEY CONTROL
 FO1137
 FO1137  NAD 83(1986)-  35 11 19.90456(N)    106 33 35.40385(W) AD(       ) 2
 FO1137  NAD 27      -  35 11 19.74796(N)    106 33 33.31541(W) AD(       ) 2
 FO1137  NGVD 29 (07/19/86) 1643.7    (m)         5393.     (f) VERT ANG       
 FO1137
 FO1137.Superseded values are not recommended for survey control.
 FO1137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1137.See file dsdata.txt to determine how the superseded data were derived.
 FO1137
 FO1137_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU5798495102(NAD 83)
 FO1137_MARKER: DD = SURVEY DISK
 FO1137_SETTING: 0 = UNSPECIFIED SETTING
 FO1137_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FO1137
 FO1137  HISTORY     - Date     Condition        Report By
 FO1137  HISTORY     - 1969     MONUMENTED       NM0030
 FO1137  HISTORY     - 20050219 POOR             GEOCAC
 FO1137
 FO1137                          STATION DESCRIPTION
 FO1137
 FO1137'DESCRIBED BY CITY OF ALBUQUERQUE NEW MEXICO 1969 (LJU)
 FO1137'STATION IS LOCATED 9 MILES N.E. OF DOWNTOWN ALBUQUERQUE
 FO1137'AND 1-1/2 MILES EAST OF INTERSTATE 25, 1 MILE NORTH OF F.A.A.
 FO1137'BLDG.
 FO1137'
 FO1137'TO REACH STATION GO NORTH ON EAST FRONTAGE ROAD OF I-025 FROM
 FO1137'THE SAN MATEO INTERCHANGE 1.8 MILES TO LOS ANGELES BLVD.,
 FO1137'TURN RIGHT, EAST, FOR 0.9 MILES TO LOUISIANA BLVD., TURN LEFT,
 FO1137'NORTH, FOR 1 MILE TO ALAMEDA RD., TURN RIGHT FOR 0.5 MILES.
 FO1137'STATION IS ON THE NORTH SIDE OF ALAMEDA ROAD.
 FO1137'
 FO1137'STATION MARK IS A CITY OF ALBUQUERQUE BRASS CAP SET IN CONCRETE
 FO1137'BLOCK STAMPED CITY OF ALBUQUERQUE ELEV. -- 1-B19.
 FO1137'
 FO1137'3-C19, A CITY OF ALBUQUERQUE BRASS CAP SET IN CONCRETE CYLINDER
 FO1137'IS LOCATED 0.5 MILES WEST AND ON THE S.E. CORNER OF LOUISIANA
 FO1137'AND ALAMEDA ROAD.
 FO1137'
 FO1137'1-B20, A CITY OF ALBUQUERQUE BRASS CAP SET IN CONCRETE CYLINDER
 FO1137'IS LOCATED 0.5 MILES EAST AND ON THE N.E. CORNER OF ALAMEDA
 FO1137'RD. AND THE EXTENSION OF WYOMING BLVD.
 FO1137'
 FO1137'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 FO1137
 FO1137                          STATION RECOVERY (2005)
 FO1137
 FO1137'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 FO1137'ALAMEDA ROAD IS NOW MODESTO AVE.  THE DISK HAS BEEN RAGGEDLY CHIPPED
 FO1137'FROM THE MONUMENT, LEAVING THE STEM INTACT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1143 ***********************************************************************
 FO1143  DESIGNATION -  1 B20
 FO1143  PID         -  FO1143
 FO1143  STATE/COUNTY-  NM/BERNALILLO
 FO1143  USGS QUAD   -  ALAMEDA (1990)
 FO1143
 FO1143                         *CURRENT SURVEY CONTROL
 FO1143  ___________________________________________________________________
 FO1143* NAD 83(1992)-  35 11 19.80373(N)    106 33 03.59996(W)     ADJUSTED  
 FO1143* NAVD 88     -      1669.6    (meters)    5478.     (feet)  VERTCON   
 FO1143  ___________________________________________________________________
 FO1143  LAPLACE CORR-          12.20  (seconds)                    DEFLEC99
 FO1143  GEOID HEIGHT-         -20.69  (meters)                     GEOID03
 FO1143
 FO1143  HORZ ORDER  -  SECOND
 FO1143
 FO1143.The horizontal coordinates were established by classical geodetic methods
 FO1143.and adjusted by the National Geodetic Survey in December 1993..
 FO1143
 FO1143.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1143.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1143
 FO1143.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1143
 FO1143.The geoid height was determined by GEOID03.
 FO1143
 FO1143;                    North         East     Units Scale Factor Converg.
 FO1143;SPC NM C     -   464,563.335   472,588.236   MT  0.99990926   -0 10 24.5
 FO1143;SPC NM C     - 1,524,154.87  1,550,483.24   sFT  0.99990926   -0 10 24.5
 FO1143;UTM  13      - 3,895,085.993   358,788.758   MT  0.99984575   -0 53 38.2
 FO1143
 FO1143!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1143!SPC NM C     -   0.99974124  x   0.99990926  =   0.99965052
 FO1143!UTM  13      -   0.99974124  x   0.99984575  =   0.99958703
 FO1143
 FO1143:                Primary Azimuth Mark                     Grid Az
 FO1143:SPC NM C     -  T11N R4E SECS 7 8 CC SPG                 359 38 46.9
 FO1143:UTM  13      -  T11N R4E SECS 7 8 CC SPG                 000 22 00.6
 FO1143
 FO1143|---------------------------------------------------------------------|
 FO1143| PID    Reference Object                     Distance      Geod. Az  |
 FO1143|                                                           dddmmss.s |
 FO1143| FO1185 T11N R4E SECS 7 8 CC SPG            APPROX. 1.0 KM 3592822.4 |
 FO1143|---------------------------------------------------------------------|
 FO1143
 FO1143                          SUPERSEDED SURVEY CONTROL
 FO1143
 FO1143  NAD 83(1986)-  35 11 19.80977(N)    106 33 03.60143(W) AD(       ) 2
 FO1143  NAD 27      -  35 11 19.65272(N)    106 33 01.51409(W) AD(       ) 2
 FO1143  NGVD 29 (07/19/86) 1668.8    (m)         5475.     (f) VERT ANG       
 FO1143
 FO1143.Superseded values are not recommended for survey control.
 FO1143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1143.See file dsdata.txt to determine how the superseded data were derived.
 FO1143
 FO1143_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU5878995086(NAD 83)
 FO1143_MARKER: DD = SURVEY DISK
 FO1143_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FO1143_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FO1143_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO1143+STABILITY: SURFACE MOTION
 FO1143
 FO1143  HISTORY     - Date     Condition        Report By
 FO1143  HISTORY     - 1969     MONUMENTED       NM0030
 FO1143  HISTORY     - 20050216 GOOD             GEOCAC
 FO1143
 FO1143                          STATION DESCRIPTION
 FO1143
 FO1143'DESCRIBED BY CITY OF ALBUQUERQUE NEW MEXICO 1969 (LJU)
 FO1143'STATION IS LOCATED 9-1/2 MILES FROM DOWNTOWN ALBUQUERQUE,
 FO1143'2 MILES EAST OF INTERSTATE 25 AND ABOUT 1-1/4 MILES N.E. OF
 FO1143'F.A.A. BLDG.
 FO1143'
 FO1143'TO REACH STATION GO NORTH ON EAST FRONTAGE ROAD OF I-025 FROM
 FO1143'THE SAN MATEO INTERCHANGE FOR 1.8 MILES TO LOS ANGELES BLVD.,
 FO1143'TURN RIGHT, EAST, FOR 0.9 MILES TO LOUISIANA BLVD., TURN LEFT,
 FO1143'NORTH, FOR 1 MILE TO ALAMEDA ROAD, TURN RIGHT, EAST, FOR 1 MILE
 FO1143'TO THE INTERSECTION OF WYOMING (EXTENSION) AND ALAMEDA RD.
 FO1143'STATION IS ON THE N.E. CORNER OF THE INTERSECTION.
 FO1143'
 FO1143'STATION IS MARKED BY A CITY OF ALBUQUERQUE BRASS CAP SET IN
 FO1143'CONCRETE CYLINDER AND STAMPED CITY OF ALBUQUERQUE ELEV. -- 1-B20.
 FO1143'
 FO1143'1-B19, A CITY OF ALBUQUERQUE BRASS CAP SET IN CONCRETE CYLINDER
 FO1143'LOCATED 0.5 MILE WEST END ON THE NORTH SIDE OF ALAMEDA ROAD.
 FO1143'
 FO1143'SPG, CC, S7-8, T11N-R4E, A USGLO BRASS CAP STAMPED U.S. GENERAL
 FO1143'LAND OFFICE 1921 SPG, CC, S7-8, T11N R4E AND IS LOCATED 0.6
 FO1143'MILES NORTH ON THE EAST-WEST FENCE ON THE SOUTH BOUNDRY OF
 FO1143'THE SANDIA PUEBLO RESERVATION.
 FO1143'
 FO1143'2-B20, A CITY OF ALBUQUERQUE BRASS CAP SET IN CONCRETE CYLINDER
 FO1143'LOCATED 1.0 MILES EAST ON THE N.W. CORNER OF ALAMEDA AND EUBANK
 FO1143'BLVD.
 FO1143'
 FO1143'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 FO1143
 FO1143                          STATION RECOVERY (2005)
 FO1143
 FO1143'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 FO1143'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1155 ***********************************************************************
 FO1155  DESIGNATION -  1 C19
 FO1155  PID         -  FO1155
 FO1155  STATE/COUNTY-  NM/BERNALILLO
 FO1155  USGS QUAD   -  ALAMEDA (1990)
 FO1155
 FO1155                         *CURRENT SURVEY CONTROL
 FO1155  ___________________________________________________________________
 FO1155* NAD 83(1992)-  35 10 27.74490(N)    106 34 07.20269(W)     ADJUSTED  
 FO1155* NAVD 88     -      1621.8    (meters)    5321.     (feet)  VERTCON   
 FO1155  ___________________________________________________________________
 FO1155  LAPLACE CORR-          11.08  (seconds)                    DEFLEC99
 FO1155  GEOID HEIGHT-         -20.84  (meters)                     GEOID03
 FO1155
 FO1155  HORZ ORDER  -  SECOND
 FO1155
 FO1155.The horizontal coordinates were established by classical geodetic methods
 FO1155.and adjusted by the National Geodetic Survey in December 1993..
 FO1155
 FO1155.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1155.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1155
 FO1155.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1155
 FO1155.The geoid height was determined by GEOID03.
 FO1155
 FO1155;                    North         East     Units Scale Factor Converg.
 FO1155;SPC NM C     -   462,964.165   470,974.135   MT  0.99991038   -0 11 00.9
 FO1155;SPC NM C     - 1,518,908.26  1,545,187.64   sFT  0.99991038   -0 11 00.9
 FO1155;UTM  13      - 3,893,507.339   357,154.780   MT  0.99985147   -0 54 13.7
 FO1155
 FO1155!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1155!SPC NM C     -   0.99974876  x   0.99991038  =   0.99965917
 FO1155!UTM  13      -   0.99974876  x   0.99985147  =   0.99960027
 FO1155
 FO1155:                Primary Azimuth Mark                     Grid Az
 FO1155:SPC NM C     -  1 D19                                    180 28 55.9
 FO1155:UTM  13      -  1 D19                                    181 12 08.7
 FO1155
 FO1155|---------------------------------------------------------------------|
 FO1155| PID    Reference Object                     Distance      Geod. Az  |
 FO1155|                                                           dddmmss.s |
 FO1155| FO1150 1 D19                               APPROX. 1.6 KM 1801755.0 |
 FO1155|---------------------------------------------------------------------|
 FO1155
 FO1155                          SUPERSEDED SURVEY CONTROL
 FO1155
 FO1155  NAD 83(1986)-  35 10 27.75082(N)    106 34 07.20412(W) AD(       ) 2
 FO1155  NAD 27      -  35 10 27.59169(N)    106 34 05.11628(W) AD(       ) 2
 FO1155  NGVD 29 (07/19/86) 1621.0    (m)         5318.     (f) VERT ANG       
 FO1155
 FO1155.Superseded values are not recommended for survey control.
 FO1155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1155.See file dsdata.txt to determine how the superseded data were derived.
 FO1155
 FO1155_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU5715593507(NAD 83)
 FO1155_MARKER: DD = SURVEY DISK
 FO1155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FO1155_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FO1155_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO1155+STABILITY: SURFACE MOTION
 FO1155
 FO1155  HISTORY     - Date     Condition        Report By
 FO1155  HISTORY     - 1969     MONUMENTED       NM0030
 FO1155  HISTORY     - 20050130 MARK NOT FOUND   GEOCAC
 FO1155
 FO1155                          STATION DESCRIPTION
 FO1155
 FO1155'DESCRIBED BY CITY OF ALBUQUERQUE NEW MEXICO 1969 (LJU)
 FO1155'STATION IS ABOUT 7-1/2 MILES N.E. OF DOWNTOWN ALBUQUERQUE 0.9
 FO1155'MILES EAST OF I-025 AT THE INTERSECTION OF LOS ANGELES AND
 FO1155'LOUISIANA BLVD.
 FO1155'
 FO1155'TO REACH STATION GO NORTH ON THE EAST FRONTAGE ROAD OFI-025 FROM
 FO1155'THE SAN MATEO INTERCHANGE 1.8 MILES TO LOS ANGELES BLVD., TURN
 FO1155'RIGHT, EAST, FOR 0.9 MILES TO THE INTERSECTION OF LOS ANGELES
 FO1155'BLVD. AND LOUISIANA BLVD.  THE MONUMENT IS 65 FT NORTH OF THE
 FO1155'N.W. CORNER OF 7 FT CHAIN LINK FENCE AROUND THE F.A.A. BLDG. AND
 FO1155'55 FT EAST OF NORTH-SOUTH POWER LINE, 3 FT WEST OF FIRE HYDRANT
 FO1155'ON THE N.E. PART OF INTERSECTION.
 FO1155'
 FO1155'STATION IS A CITY OF ALBUQUERQUE BRASS CAP IN CONCRETE CYLINDER
 FO1155'STAMPED CITY OF ALBUQUERQUE 1-C19-N.A.A. LOT 32, BLK. 10
 FO1155'ELEV. -- PROJECTS 6 IN ABOVE GROUND.
 FO1155'
 FO1155'HEAVEN IS A STANDARD USC AND GS DISK IN CONCRETE CYLINDER AND
 FO1155'IS STAMPED HEAVEN 1969.
 FO1155'
 FO1155'1-D19 IS A CITY OF ALBUQUERQUE BRASS CAP IN CONCRETE CYLINDER
 FO1155'STAMPED CITY OF ALBUQUERQUE ELEV. -- 1-D19.
 FO1155'
 FO1155'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 FO1155
 FO1155                          STATION RECOVERY (2005)
 FO1155
 FO1155'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 FO1155'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1171 ***********************************************************************
 FO1171  DESIGNATION -  1 C20
 FO1171  PID         -  FO1171
 FO1171  STATE/COUNTY-  NM/BERNALILLO
 FO1171  USGS QUAD   -  ALAMEDA (1990)
 FO1171
 FO1171                         *CURRENT SURVEY CONTROL
 FO1171  ___________________________________________________________________
 FO1171* NAD 83(1992)-  35 10 27.59703(N)    106 33 03.57466(W)     ADJUSTED  
 FO1171* NAVD 88     -      1670.7    (meters)    5481.     (feet)  VERTCON   
 FO1171  ___________________________________________________________________
 FO1171  LAPLACE CORR-          12.18  (seconds)                    DEFLEC99
 FO1171  GEOID HEIGHT-         -20.70  (meters)                     GEOID03
 FO1171
 FO1171  HORZ ORDER  -  SECOND
 FO1171
 FO1171.The horizontal coordinates were established by classical geodetic methods
 FO1171.and adjusted by the National Geodetic Survey in December 1993..
 FO1171
 FO1171.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1171.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1171
 FO1171.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1171
 FO1171.The geoid height was determined by GEOID03.
 FO1171
 FO1171;                    North         East     Units Scale Factor Converg.
 FO1171;SPC NM C     -   462,954.594   472,584.007   MT  0.99990926   -0 10 24.2
 FO1171;SPC NM C     - 1,518,876.86  1,550,469.36   sFT  0.99990926   -0 10 24.2
 FO1171;UTM  13      - 3,893,477.534   358,764.305   MT  0.99984584   -0 53 37.0
 FO1171
 FO1171!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1171!SPC NM C     -   0.99974107  x   0.99990926  =   0.99965035
 FO1171!UTM  13      -   0.99974107  x   0.99984584  =   0.99958695
 FO1171
 FO1171:                Primary Azimuth Mark                     Grid Az
 FO1171:SPC NM C     -  1 C21                                    090 20 06.9
 FO1171:UTM  13      -  1 C21                                    091 03 19.7
 FO1171
 FO1171|---------------------------------------------------------------------|
 FO1171| PID    Reference Object                     Distance      Geod. Az  |
 FO1171|                                                           dddmmss.s |
 FO1171| FO1175 1 C21                               APPROX. 1.6 KM 0900942.7 |
 FO1171|---------------------------------------------------------------------|
 FO1171
 FO1171                          SUPERSEDED SURVEY CONTROL
 FO1171
 FO1171  NAD 83(1986)-  35 10 27.60299(N)    106 33 03.57599(W) AD(       ) 2
 FO1171  NAD 27      -  35 10 27.44370(N)    106 33 01.48906(W) AD(       ) 2
 FO1171  NGVD 29 (07/19/86) 1669.9    (m)         5479.     (f) VERT ANG       
 FO1171
 FO1171.Superseded values are not recommended for survey control.
 FO1171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1171.See file dsdata.txt to determine how the superseded data were derived.
 FO1171
 FO1171_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU5876493478(NAD 83)
 FO1171_MARKER: DD = SURVEY DISK
 FO1171_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FO1171_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FO1171_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO1171+STABILITY: SURFACE MOTION
 FO1171
 FO1171  HISTORY     - Date     Condition        Report By
 FO1171  HISTORY     - 1969     MONUMENTED       NM0030
 FO1171  HISTORY     - 20050225 MARK NOT FOUND   GEOCAC
 FO1171
 FO1171                          STATION DESCRIPTION
 FO1171
 FO1171'DESCRIBED BY CITY OF ALBUQUERQUE NEW MEXICO 1969 (LJU)
 FO1171'STATION IS LOCATED 8-1/2 MILES N.E. OF DOWNTOWN ALBUQUERQUE, 2
 FO1171'MILES EAST OF INTERSTATE 25, 1-1/2 MILES NORTH OF ALBUQUERQUE
 FO1171'BOYS ACADEMY.
 FO1171'
 FO1171'TO REACH STATION GO NORTH ON EAST FRONTAGE ROAD ON I-025 FROM
 FO1171'THE SAN MATEO INTERCHANGE 1.8 MILES TO LOS ANGELES BLVD., TURN
 FO1171'RIGHT, EAST, FOR 1.9 MILES TO THE INTERSECTION OF WYOMING BLVD.
 FO1171'AND LOS ANGELES BLVD.  STATION IS LOCATED ON THE N.E. CORNER OF
 FO1171'THE INTERSECTION.
 FO1171'
 FO1171'HEAVEN IS A STANDARD USC AND GS DISK SET IN CONCRETE CYLINDER
 FO1171'STAMPED HEAVEN 1969 LOCATED 0.7 MILES WEST ON SOUTH SIDE OF
 FO1171'LOS ANGELES BLVD., ON EAST-WEST FENCE FRONT OF QUEEN OF HEAVEN
 FO1171'MAUSOLEUM CEMETERY.
 FO1171'
 FO1171'1-C21, A CITY OF ALBUQUERQUE BRASS CAP SET IN CONCRETE CYLINDER,
 FO1171'STAMPED CITY OF ALBUQUERQUE ELEV. --1-C21.  1 MILE EAST ON THE
 FO1171'N.E. CORNER OF THE INTERSECTION OF EUBANK AND LOS ANGELES BLVD.
 FO1171'
 FO1171'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 FO1171
 FO1171                          STATION RECOVERY (2005)
 FO1171
 FO1171'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 FO1171'LOS ANGELES BLVD IS NOW PASEO DEL NORTE BLVD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1175 ***********************************************************************
 FO1175  DESIGNATION -  1 C21
 FO1175  PID         -  FO1175
 FO1175  STATE/COUNTY-  NM/BERNALILLO
 FO1175  USGS QUAD   -  ALAMEDA (1990)
 FO1175
 FO1175                         *CURRENT SURVEY CONTROL
 FO1175  ___________________________________________________________________
 FO1175* NAD 83(1992)-  35 10 27.44484(N)    106 31 59.95996(W)     ADJUSTED  
 FO1175* NAVD 88     -      1718.5    (meters)    5638.     (feet)  VERTCON   
 FO1175  ___________________________________________________________________
 FO1175  LAPLACE CORR-          13.04  (seconds)                    DEFLEC99
 FO1175  GEOID HEIGHT-         -20.56  (meters)                     GEOID03
 FO1175
 FO1175  HORZ ORDER  -  SECOND
 FO1175
 FO1175.The horizontal coordinates were established by classical geodetic methods
 FO1175.and adjusted by the National Geodetic Survey in December 1993..
 FO1175
 FO1175.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1175.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1175
 FO1175.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1175
 FO1175.The geoid height was determined by GEOID03.
 FO1175
 FO1175;                    North         East     Units Scale Factor Converg.
 FO1175;SPC NM C     -   462,945.176   474,193.541   MT  0.99990820   -0 09 47.6
 FO1175;SPC NM C     - 1,518,845.96  1,555,749.98   sFT  0.99990820   -0 09 47.6
 FO1175;UTM  13      - 3,893,447.887   360,373.489   MT  0.99984027   -0 53 00.4
 FO1175
 FO1175!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1175!SPC NM C     -   0.99973355  x   0.99990820  =   0.99964177
 FO1175!UTM  13      -   0.99973355  x   0.99984027  =   0.99957386
 FO1175
 FO1175:                Primary Azimuth Mark                     Grid Az
 FO1175:SPC NM C     -  ELENA                                    038 55 25.0
 FO1175:UTM  13      -  ELENA                                    039 38 37.8
 FO1175
 FO1175|---------------------------------------------------------------------|
 FO1175| PID    Reference Object                     Distance      Geod. Az  |
 FO1175|                                                           dddmmss.s |
 FO1175| FO1163 ELENA                               APPROX. 2.5 KM 0384537.4 |
 FO1175|---------------------------------------------------------------------|
 FO1175
 FO1175                          SUPERSEDED SURVEY CONTROL
 FO1175
 FO1175  NAD 83(1986)-  35 10 27.45084(N)    106 31 59.96118(W) AD(       ) 2
 FO1175  NAD 27      -  35 10 27.29140(N)    106 31 57.87578(W) AD(       ) 2
 FO1175  NGVD 29 (07/19/86) 1717.7    (m)         5635.     (f) VERT ANG       
 FO1175
 FO1175.Superseded values are not recommended for survey control.
 FO1175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1175.See file dsdata.txt to determine how the superseded data were derived.
 FO1175
 FO1175_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU6037393448(NAD 83)
 FO1175_MARKER: DD = SURVEY DISK
 FO1175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FO1175_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FO1175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO1175+STABILITY: SURFACE MOTION
 FO1175
 FO1175  HISTORY     - Date     Condition        Report By
 FO1175  HISTORY     - 1969     MONUMENTED       NM0030
 FO1175  HISTORY     - 20050225 MARK NOT FOUND   GEOCAC
 FO1175
 FO1175                          STATION DESCRIPTION
 FO1175
 FO1175'DESCRIBED BY CITY OF ALBUQUERQUE NEW MEXICO 1969 (LJU)
 FO1175'STATION IS LOCATED 9 MILES N.E. OF DOWNTOWN ALBUQUERQUE, 3
 FO1175'MILES EAST OF I-025 AND ABOUT 2 MILES SOUTH OF NMSR 556.
 FO1175'
 FO1175'TO REACH STATION GO NORTH ON THE EAST FRONTAGE ROAD OF I-025
 FO1175'FROM THE SAN MATEO INTERCHANGE FOR 1.8 MILES TO LOS ANGELES
 FO1175'BLVD., TURN RIGHT, EAST, FOR 2.9 MILES TO THE INTERSECTION OF
 FO1175'EUBANK AND LOS ANGELES BLVD.
 FO1175'
 FO1175'STATION MARK IS A BRASS CAP IN CONCRETE CYLINDER STAMPED CITY
 FO1175'OF ALBUQUERQUE ELEV. -- 1-C21 AND IS ON THE N.E. CORNER OF THE
 FO1175'INTERSECTION OF EUBANK BLVD. AND LOS ANGELES BLVD.
 FO1175'
 FO1175'1-C20, A CITY OF ALBUQUERQUE BRASS CAP ON CONCRETE CYLINDER
 FO1175'1.0 MILES WEST OF THE N.E. CORNER OF THE INTERSECTION OF WYOMING
 FO1175'BLVD. AND LOS ANGELES.
 FO1175'
 FO1175'ELENA, A STANDARD USC AND GS BRASS DISK IN A CONCRETE CYLINDER
 FO1175'STAMPED ELENA 1969.  STATION IS LOCATED 1.7 MILES N.E. ON THE
 FO1175'NORTH BOUNDRY OF THE ELENA GALLEGOS GRANT LINE 40 FT EAST OF
 FO1175'5 MILE POST ON THE GRANT LINE.
 FO1175'
 FO1175'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 FO1175
 FO1175                          STATION RECOVERY (2005)
 FO1175
 FO1175'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 FO1175'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1145 ***********************************************************************
 FO1145  DESIGNATION -  1 D21
 FO1145  PID         -  FO1145
 FO1145  STATE/COUNTY-  NM/BERNALILLO
 FO1145  USGS QUAD   -  ALAMEDA (1990)
 FO1145
 FO1145                         *CURRENT SURVEY CONTROL
 FO1145  ___________________________________________________________________
 FO1145* NAD 83(1992)-  35 09 34.92130(N)    106 32 00.28173(W)     ADJUSTED  
 FO1145* NAVD 88     -      1719.3    (meters)    5641.     (feet)  VERTCON   
 FO1145  ___________________________________________________________________
 FO1145  LAPLACE CORR-          12.94  (seconds)                    DEFLEC99
 FO1145  GEOID HEIGHT-         -20.57  (meters)                     GEOID03
 FO1145
 FO1145  HORZ ORDER  -  SECOND
 FO1145
 FO1145.The horizontal coordinates were established by classical geodetic methods
 FO1145.and adjusted by the National Geodetic Survey in December 1993..
 FO1145
 FO1145.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1145.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1145
 FO1145.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1145
 FO1145.The geoid height was determined by GEOID03.
 FO1145
 FO1145;                    North         East     Units Scale Factor Converg.
 FO1145;SPC NM C     -   461,326.701   474,180.789   MT  0.99990821   -0 09 47.5
 FO1145;SPC NM C     - 1,513,536.02  1,555,708.14   sFT  0.99990821   -0 09 47.5
 FO1145;UTM  13      - 3,891,829.810   360,340.399   MT  0.99984038   -0 52 59.4
 FO1145
 FO1145!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1145!SPC NM C     -   0.99973342  x   0.99990821  =   0.99964166
 FO1145!UTM  13      -   0.99973342  x   0.99984038  =   0.99957385
 FO1145
 FO1145:                Primary Azimuth Mark                     Grid Az
 FO1145:SPC NM C     -  TUMBLE                                   090 01 13.0
 FO1145:UTM  13      -  TUMBLE                                   090 44 24.9
 FO1145
 FO1145|---------------------------------------------------------------------|
 FO1145| PID    Reference Object                     Distance      Geod. Az  |
 FO1145|                                                           dddmmss.s |
 FO1145| FO1012 TUMBLE                              APPROX. 3.0 KM 0895125.5 |
 FO1145|---------------------------------------------------------------------|
 FO1145
 FO1145                          SUPERSEDED SURVEY CONTROL
 FO1145
 FO1145  NAD 83(1986)-  35 09 34.92722(N)    106 32 00.28306(W) AD(       ) 2
 FO1145  NAD 27      -  35 09 34.76625(N)    106 31 58.19812(W) AD(       ) 2
 FO1145  NGVD 29 (07/19/86) 1718.5    (m)         5638.     (f) VERT ANG       
 FO1145
 FO1145.Superseded values are not recommended for survey control.
 FO1145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1145.See file dsdata.txt to determine how the superseded data were derived.
 FO1145
 FO1145_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU6034091830(NAD 83)
 FO1145_MARKER: DD = SURVEY DISK
 FO1145_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FO1145_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FO1145_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO1145+STABILITY: SURFACE MOTION
 FO1145
 FO1145  HISTORY     - Date     Condition        Report By
 FO1145  HISTORY     - 1969     MONUMENTED       NM0030
 FO1145
 FO1145                          STATION DESCRIPTION
 FO1145
 FO1145'DESCRIBED BY CITY OF ALBUQUERQUE NEW MEXICO 1969 (LJU)
 FO1145'STATION IS LOCATED 8-1/2 MILES N.E. OF DOWNTOWN ALBUQUERQUE,
 FO1145'3 MILES EAST OF INTERSTATE 25, 1.2 MILES N.E. OF ALBUQUERQUE
 FO1145'BOYS ACADEMY ON THE SOUTH BOUNDRY OF NORTH ALBUQUERQUE ACRES
 FO1145'SUBDIVISION IN THE ELENA GALLEGOS GRANT.
 FO1145'
 FO1145'TO REACH STATION FROM THE SAN MATEO INTERCHANGE AT I-025 GO NORTH
 FO1145'ON THE EAST FRONTAGE ROAD FOR 0.6 MILES TO SAN ANTONIO RD., TURN
 FO1145'RIGHT, EAST FOR 3.0 MILES ALONG THE NORTH SIDE OF POWER
 FO1145'TRANSMISSION LINES TO THE INTERSECTION OF EUBANK AND SAN ANTONIO
 FO1145'RD. AND STATION.
 FO1145'
 FO1145'STATION MARK IS A BRASS CAP SET IN CONCRETE CYLINDER AND STAMPED
 FO1145'CITY OF ALBUQUERQUE ELEV. -- 1-D21.  LOCATED ON EAST-WEST WIRE
 FO1145'FENCE 20 FT NORTH OF NORTHERN MOST POWER POLE ON TRANSMISSION
 FO1145'LINE.  MONUMENT PROJECTS 8 IN ABOVE GROUND.
 FO1145'
 FO1145'1-D19 IS A BRASS CAP SET IN CONCRETE CYLINDER AND STAMPED CITY
 FO1145'OF ALBUQUERQUE ELEV. --1-D19.  LOCATED 2.0 MILES WEST ON WIRE
 FO1145'FENCE ON THE SOUTH BOUNDRY OF NORTH ALBUQUERQUE ACRES SUBDIVISION.
 FO1145'
 FO1145'TUMBLE A STANDARD USC AND GS BRASS DISK SET IN CONCRETE CYLINDER
 FO1145'AND STAMPED TUMBLE 1969 AND IS LOCATED 2.0 MILES EAST, 40 FT
 FO1145'NORTH OF WIRE FENCE ON NORTH BOUNDRY OF NORTH ALBUQUERQUE ACRES,
 FO1145'60 FT NORTH OF POWER TRANSMISSION LINE 75 FT WEST OF JUAN TABO
 FO1145'BLVD.
 FO1145'
 FO1145'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1388 ***********************************************************************
 FO1388  DESIGNATION -  1 D9
 FO1388  PID         -  FO1388
 FO1388  STATE/COUNTY-  NM/BERNALILLO
 FO1388  USGS QUAD   -  LOS GRIEGOS (1990)
 FO1388
 FO1388                         *CURRENT SURVEY CONTROL
 FO1388  ___________________________________________________________________
 FO1388* NAD 83(1992)-  35 09 35.55439(N)    106 44 43.24691(W)     ADJUSTED  
 FO1388* NAVD 88     -      1667.2    (meters)    5470.     (feet)  VERTCON   
 FO1388  ___________________________________________________________________
 FO1388  LAPLACE CORR-          -1.02  (seconds)                    DEFLEC99
 FO1388  GEOID HEIGHT-         -21.40  (meters)                     GEOID03
 FO1388
 FO1388  HORZ ORDER  -  SECOND
 FO1388
 FO1388.The horizontal coordinates were established by classical geodetic methods
 FO1388.and adjusted by the National Geodetic Survey in December 1993..
 FO1388
 FO1388.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1388.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1388
 FO1388.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1388
 FO1388.The geoid height was determined by GEOID03.
 FO1388
 FO1388;                    North         East     Units Scale Factor Converg.
 FO1388;SPC NM C     -   461,421.771   454,873.189   MT  0.99992509   -0 17 06.9
 FO1388;SPC NM C     - 1,513,847.93  1,492,363.12   sFT  0.99992509   -0 17 06.9
 FO1388;UTM  13      - 3,892,167.478   341,036.305   MT  0.99991143   -1 00 19.0
 FO1388
 FO1388!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1388!SPC NM C     -   0.99974174  x   0.99992509  =   0.99966685
 FO1388!UTM  13      -   0.99974174  x   0.99991143  =   0.99965319
 FO1388
 FO1388:                Primary Azimuth Mark                     Grid Az
 FO1388:SPC NM C     -  VULCAN RESET 2                           229 49 52.6
 FO1388:UTM  13      -  VULCAN RESET 2                           230 33 04.7
 FO1388
 FO1388|---------------------------------------------------------------------|
 FO1388| PID    Reference Object                     Distance      Geod. Az  |
 FO1388|                                                           dddmmss.s |
 FO1388| FO1407 VULCAN RESET 2                      APPROX. 3.1 KM 2293245.7 |
 FO1388|---------------------------------------------------------------------|
 FO1388
 FO1388                          SUPERSEDED SURVEY CONTROL
 FO1388
 FO1388  NAD 83(1986)-  35 09 35.55965(N)    106 44 43.24856(W) AD(       ) 2
 FO1388  NAD 27      -  35 09 35.40298(N)    106 44 41.14955(W) AD(       ) 2
 FO1388  NGVD 29 (07/19/86) 1666.3    (m)         5467.     (f) VERT ANG       
 FO1388
 FO1388.Superseded values are not recommended for survey control.
 FO1388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1388.See file dsdata.txt to determine how the superseded data were derived.
 FO1388
 FO1388_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU4103692167(NAD 83)
 FO1388_MARKER: DD = SURVEY DISK
 FO1388_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FO1388_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FO1388_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO1388+STABILITY: SURFACE MOTION
 FO1388
 FO1388  HISTORY     - Date     Condition        Report By
 FO1388  HISTORY     - 1969     MONUMENTED       NM0030
 FO1388
 FO1388                          STATION DESCRIPTION
 FO1388
 FO1388'DESCRIBED BY CITY OF ALBUQUERQUE NEW MEXICO 1969 (LJU)
 FO1388'STATION IS LOCATED ABOUT 7.5 MILES N.W. FROM DOWNTOWN ALBUQUERQUE
 FO1388'AND ABOUT 3.8 MILES WEST OF NMSR 448 AT THE N.W. CORNER OF
 FO1388'LA BOCA NEGRA PARK.
 FO1388'
 FO1388'TO REACH STATION FROM THE INTERCHANGE AT I-040 AND NMSR 448,
 FO1388'GO NORTH ON NMSR 448 FOR 1.35 MILES TO ST. JOSEPHS DRIVE, TURN
 FO1388'LEFT, WEST, FOR 0.25 MILES TO ATRISCO DRIVE, TURN RIGHT FOR
 FO1388'1.05 MILES TO LAVA STONE GATE, ENTRANCE TO THE VOLCANO CLIFFS
 FO1388'SUBDIVISION, CONTINUE NORTH ON ATRISCO DRIVE FOR 1.4 MILES TO
 FO1388'TOP OF HILL AT THE END OF THE LAVA FLOW, FOLLOW ROAD TO A
 FO1388'SOUTHERN DIRECTION FOR 0.4 MILES TO THE N.E. CORNER OF THE BOCA
 FO1388'NEGRA PARK, TURN RIGHT, WEST, AT GATE ON NORTH-SOUTH WIRE
 FO1388'FENCE, FOLLOW E.W. FENCE WEST FOR 1.0 MILES AND STATION.
 FO1388'
 FO1388'STATION MARK IS A BRASS CAP SET IN CONCRETE CYLINDER STAMPED CITY
 FO1388'OF ALBUQUERQUE ELEV. -- 1-D9 LOCATED AT THE POINT WHERE
 FO1388'EAST-WEST WIRE FENCE INTERSECTS WIRE FENCE FROM THE SOUTH.
 FO1388'MONUMENT IS ALSO NORTHWEST CORNER OF SECTION 28, T11N-R2E.
 FO1388'
 FO1388'S21, 22, 27, 28 T11N- R2E IS A BRASS CAP IN CONCRETE CYLINDER
 FO1388'STAMPED U.S. GENERAL LAND OFFICE 1911, S21, 22, 27, 28 T11N,
 FO1388'R2E LOCATED 1.0 MILE EAST OF STATION, 60 FT EAST OF THE N.E.
 FO1388'CORNER OF LA BOCA NEGRA PARK.
 FO1388'
 FO1388'VULCAN 2 IS A STANDARD USC AND GS DISK CEMENTED IN A DRILL HOLE
 FO1388'ON THE HIGHEST AND CENTER OF THE MOST NORTHERLY OF THREE
 FO1388'VOLCANIC FORMED BUTTES MARKED WITH A WHITE J ON THE EAST SLOPE.
 FO1388'MONUMENT IS LOCATED 2.3 MILES S.W. OF STATION.
 FO1388'
 FO1388'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0252 ***********************************************************************
 GM0252  DESIGNATION -  1 DHW
 GM0252  PID         -  GM0252
 GM0252  STATE/COUNTY-  NM/COLFAX
 GM0252  USGS QUAD   -  EAGLE NEST (1995)
 GM0252
 GM0252                         *CURRENT SURVEY CONTROL
 GM0252  ___________________________________________________________________
 GM0252* NAD 83(1986)-  36 30 29.     (N)    105 16 39.     (W)     SCALED    
 GM0252* NAVD 88     -      2506.407  (meters)    8223.10   (feet)  ADJUSTED  
 GM0252  ___________________________________________________________________
 GM0252  GEOID HEIGHT-         -16.70  (meters)                     GEOID03
 GM0252  DYNAMIC HT  -        2502.823 (meters)    8211.35  (feet)  COMP
 GM0252  MODELED GRAV-     979,111.3   (mgal)                       NAVD 88
 GM0252
 GM0252  VERT ORDER  -  FIRST     CLASS II
 GM0252
 GM0252.The horizontal coordinates were scaled from a topographic map and have
 GM0252.an estimated accuracy of +/- 6 seconds.
 GM0252
 GM0252.The orthometric height was determined by differential leveling
 GM0252.and adjusted by the National Geodetic Survey in June 1991..
 GM0252
 GM0252.The geoid height was determined by GEOID03.
 GM0252
 GM0252.The dynamic height is computed by dividing the NAVD 88
 GM0252.geopotential number by the normal gravity value computed on the
 GM0252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GM0252.degrees latitude (g = 980.6199 gals.).
 GM0252
 GM0252.The modeled gravity was interpolated from observed gravity values.
 GM0252
 GM0252;                    North         East    Units  Estimated Accuracy
 GM0252;SPC NM E     -   611,300.       80,430.      MT  (+/- 180 meters Scaled)
 GM0252
 GM0252                          SUPERSEDED SURVEY CONTROL
 GM0252
 GM0252  NGVD 29 (??/??/92) 2505.156  (m)         8219.00   (f) ADJ UNCH    1 2
 GM0252
 GM0252.Superseded values are not recommended for survey control.
 GM0252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0252.See file dsdata.txt to determine how the superseded data were derived.
 GM0252
 GM0252_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDA751403(NAD 83)
 GM0252_MARKER: DD = SURVEY DISK
 GM0252_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GM0252_SP_SET: WALL
 GM0252_STAMPING: 8219 1 DHW 1954
 GM0252_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GM0252
 GM0252  HISTORY     - Date     Condition        Report By
 GM0252  HISTORY     - 1954     MONUMENTED       USGS
 GM0252  HISTORY     - 1957     GOOD             NGS
 GM0252
 GM0252                          STATION DESCRIPTION
 GM0252
 GM0252'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GM0252'3.65 MI S FROM EAGLE NEST.
 GM0252'ABOUT 3.65 MILES SOUTH ALONG U.S. HIGHWAY 64 FROM THE JUNCTION OF
 GM0252'STATE HIGHWAY 38 AT EAGLE NEST, AT A STEEL AND CONCRETE CATTLE GUARD
 GM0252'IN THE EAST RIGHT-OF-WAY FENCE LINE, 98 FEET EAST OF THE CENTER LINE
 GM0252'OF THE HIGHWAY, 6 FEET SOUTH OF THE CENTER LINE OF THE CATTLE GUARD,
 GM0252'IN THE TOP OF THE SOUTH CONCRETE WALL OF THE CATTLE GUARD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0374 ***********************************************************************
 FO0374  DESIGNATION -  1 E 1 5288
 FO0374  PID         -  FO0374
 FO0374  STATE/COUNTY-  NM/BERNALILLO
 FO0374  USGS QUAD   -  ALBUQUERQUE EAST (1990)
 FO0374
 FO0374                         *CURRENT SURVEY CONTROL
 FO0374  ___________________________________________________________________
 FO0374* NAD 83(1986)-  35 04 36.     (N)    106 34 37.     (W)     SCALED    
 FO0374* NAVD 88     -      1612.612  (meters)    5290.71   (feet)  ADJUSTED  
 FO0374  ___________________________________________________________________
 FO0374  GEOID HEIGHT-         -20.96  (meters)                     GEOID03
 FO0374  DYNAMIC HT  -        1610.394 (meters)    5283.43  (feet)  COMP
 FO0374  MODELED GRAV-     979,202.4   (mgal)                       NAVD 88
 FO0374
 FO0374  VERT ORDER  -  SECOND    CLASS 0
 FO0374
 FO0374.The horizontal coordinates were scaled from a topographic map and have
 FO0374.an estimated accuracy of +/- 6 seconds.
 FO0374
 FO0374.The orthometric height was determined by differential leveling
 FO0374.and adjusted by the National Geodetic Survey in June 1991..
 FO0374
 FO0374.The geoid height was determined by GEOID03.
 FO0374
 FO0374.The dynamic height is computed by dividing the NAVD 88
 FO0374.geopotential number by the normal gravity value computed on the
 FO0374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0374.degrees latitude (g = 980.6199 gals.).
 FO0374
 FO0374.The modeled gravity was interpolated from observed gravity values.
 FO0374
 FO0374;                    North         East    Units  Estimated Accuracy
 FO0374;SPC NM C     -   452,130.      470,190.      MT  (+/- 180 meters Scaled)
 FO0374
 FO0374                          SUPERSEDED SURVEY CONTROL
 FO0374
 FO0374  NGVD 29 (??/??/92) 1611.764  (m)         5287.93   (f) ADJ UNCH    2 0
 FO0374
 FO0374.Superseded values are not recommended for survey control.
 FO0374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0374.See file dsdata.txt to determine how the superseded data were derived.
 FO0374
 FO0374_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU562826(NAD 83)
 FO0374_MARKER: DD = SURVEY DISK
 FO0374_SETTING: 0 = UNSPECIFIED SETTING
 FO0374_STAMPING: NM BER 1 EL 5288 1934
 FO0374_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FO0374
 FO0374  HISTORY     - Date     Condition        Report By
 FO0374  HISTORY     - 1934     MONUMENTED       CGS
 FO0374  HISTORY     - 20041219 MARK NOT FOUND   GEOCAC
 FO0374
 FO0374                          STATION DESCRIPTION
 FO0374
 FO0374'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FO0374'4.3 MI E FROM ALBUQUERQUE.
 FO0374'300 FEET SOUTHEAST OF QUEENS REST AUTO CAMP, ABOUT 60 YARDS SOUTHWEST
 FO0374'OF CITY LIMIT SIGN, AND 84 FEET SOUTH OF THE CENTERLINE OF THE
 FO0374'HIGHWAY.
 FO0374
 FO0374                          STATION RECOVERY (2004)
 FO0374
 FO0374'RECOVERY NOTE BY GEOCACHING 2004 (BMC)
 FO0374'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1381 ***********************************************************************
 FO1381  DESIGNATION -  1 E11
 FO1381  PID         -  FO1381
 FO1381  STATE/COUNTY-  NM/BERNALILLO
 FO1381  USGS QUAD   -  LOS GRIEGOS (1990)
 FO1381
 FO1381                         *CURRENT SURVEY CONTROL
 FO1381  ___________________________________________________________________
 FO1381* NAD 83(1992)-  35 08 50.95238(N)    106 41 43.26485(W)     ADJUSTED  
 FO1381* NAVD 88     -      1561.3    (meters)    5122.     (feet)  VERTCON   
 FO1381  ___________________________________________________________________
 FO1381  LAPLACE CORR-           1.65  (seconds)                    DEFLEC99
 FO1381  GEOID HEIGHT-         -21.38  (meters)                     GEOID03
 FO1381
 FO1381  HORZ ORDER  -  SECOND
 FO1381
 FO1381.The horizontal coordinates were established by classical geodetic methods
 FO1381.and adjusted by the National Geodetic Survey in December 1993..
 FO1381
 FO1381.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1381.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1381
 FO1381.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1381
 FO1381.The geoid height was determined by GEOID03.
 FO1381
 FO1381;                    North         East     Units Scale Factor Converg.
 FO1381;SPC NM C     -   460,025.835   459,421.693   MT  0.99992029   -0 15 23.0
 FO1381;SPC NM C     - 1,509,268.09  1,507,286.00   sFT  0.99992029   -0 15 23.0
 FO1381;UTM  13      - 3,890,714.532   345,566.820   MT  0.99989393   -0 58 34.2
 FO1381
 FO1381!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1381!SPC NM C     -   0.99975834  x   0.99992029  =   0.99967865
 FO1381!UTM  13      -   0.99975834  x   0.99989393  =   0.99965230
 FO1381
 FO1381:                Primary Azimuth Mark                     Grid Az
 FO1381:SPC NM C     -  T11N R2E SECS 22 23 26 27                316 17 04.5
 FO1381:UTM  13      -  T11N R2E SECS 22 23 26 27                317 00 15.7
 FO1381
 FO1381|---------------------------------------------------------------------|
 FO1381| PID    Reference Object                     Distance      Geod. Az  |
 FO1381|                                                           dddmmss.s |
 FO1381| FO1396 T11N R2E SECS 22 23 26 27           APPROX. 1.9 KM 3160141.5 |
 FO1381|---------------------------------------------------------------------|
 FO1381
 FO1381                          SUPERSEDED SURVEY CONTROL
 FO1381
 FO1381  NAD 83(1986)-  35 08 50.95778(N)    106 41 43.26640(W) AD(       ) 2
 FO1381  NAD 27      -  35 08 50.79775(N)    106 41 41.15579(W) AD(       ) 2
 FO1381  NGVD 29 (07/19/86) 1560.5    (m)         5120.     (f) VERT ANG       
 FO1381
 FO1381.Superseded values are not recommended for survey control.
 FO1381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1381.See file dsdata.txt to determine how the superseded data were derived.
 FO1381
 FO1381_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU4556790715(NAD 83)
 FO1381_MARKER: DD = SURVEY DISK
 FO1381_SETTING: 0 = UNSPECIFIED SETTING
 FO1381_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FO1381
 FO1381  HISTORY     - Date     Condition        Report By
 FO1381  HISTORY     - 1969     MONUMENTED       NM0030
 FO1381
 FO1381                          STATION DESCRIPTION
 FO1381
 FO1381'DESCRIBED BY CITY OF ALBUQUERQUE NEW MEXICO 1969 (LJU)
 FO1381'STATION IS LOCATED 5 MILES N.W. OF DOWNTOWN ALBUQUERQUE 0.4
 FO1381'MILES WEST OF NMSR 448 IN COLLEGE HEIGHTS SUBDIVISION.
 FO1381'
 FO1381'TO REACH STATION FROM THE INTERCHANGE AT I-040 AND NMSR 448 GO
 FO1381'NORTH ON NMSR 448 FOR 2.7 MILES TO DOLLYNE AVE., TURN LEFT, WEST,
 FO1381'FOR 0.3 MILES TO VALLE VISTA DRIVE, TURN RIGHT, NORTH, FOR
 FO1381'0.1 MILES TO CANADA VISTA PLACE, TURN RIGHT, EAST, FOR 0.1 MILES
 FO1381'TO THE INTERSECTION OF ALBERTA LANE AND CANADA VISTA PLACE
 FO1381'AND STATION.
 FO1381'
 FO1381'STATION MARK IS A BRASS CAP SET IN CONCRETE BLOCK AND STAMPED
 FO1381'CITY OF ALBUQUERQUE ELEV. 1-E11 LOCATED AT THE S.W. CORNER OF
 FO1381'ALBERTA LANE AND CANADA VISTA PLACE FLUSH AND BEHIND THE
 FO1381'CONCRETE CURB.
 FO1381'
 FO1381'1/4 S-35, 36 T11N-R2E IS A BRASS CAP IN CONCRETE CYLINDER LOCATED
 FO1381'ABOUT 0.5 MILES S.E. OF STATION AND ABOUT 0.6 MILES N.E. OF
 FO1381'UNIVERSITY OF ALBUQUERQUE ON AN SOUTH-NORTH WIRE FENCE.  MONUMENT
 FO1381'IS STAMPED U.S. GENERAL LAND OFFICE 1911-1/4 S, 35, 36 T11N-R2E
 FO1381'AND PROJECTS 6 IN ABOVE GROUND.
 FO1381'
 FO1381'S22, 23, 26, 27, T11N, R2E IS A BRASS CAP IN CONCRETE CYLINDER
 FO1381'AND IS STAMPED U.S. GENERAL LAND OFFICE 1911, S22, 23, 26, 27,
 FO1381'T11N, R2E LOCATED AT THE NORTH END OF AGATE ST. IN VOLCANO
 FO1381'CLIFF SUBDIVISION 1.1 MILES N.W. OF STATION.  MONUMENT PROJECTS
 FO1381'12 IN ABOVE GROUND.
 FO1381'
 FO1381'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1159 ***********************************************************************
 FO1159  DESIGNATION -  1 E20
 FO1159  PID         -  FO1159
 FO1159  STATE/COUNTY-  NM/BERNALILLO
 FO1159  USGS QUAD   -  ALAMEDA (1990)
 FO1159
 FO1159                         *CURRENT SURVEY CONTROL
 FO1159  ___________________________________________________________________
 FO1159* NAD 83(1992)-  35 08 42.91923(N)    106 33 03.77225(W)     ADJUSTED  
 FO1159* NAVD 88     -      1667.9    (meters)    5472.     (feet)  VERTCON   
 FO1159  ___________________________________________________________________
 FO1159  LAPLACE CORR-          12.07  (seconds)                    DEFLEC99
 FO1159  GEOID HEIGHT-         -20.73  (meters)                     GEOID03
 FO1159
 FO1159  HORZ ORDER  -  SECOND
 FO1159
 FO1159.The horizontal coordinates were established by classical geodetic methods
 FO1159.and adjusted by the National Geodetic Survey in December 1993..
 FO1159
 FO1159.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1159.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1159
 FO1159.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1159
 FO1159.The geoid height was determined by GEOID03.
 FO1159
 FO1159;                    North         East     Units Scale Factor Converg.
 FO1159;SPC NM C     -   459,728.993   472,569.247   MT  0.99990927   -0 10 23.9
 FO1159;SPC NM C     - 1,508,294.20  1,550,420.94   sFT  0.99990927   -0 10 23.9
 FO1159;UTM  13      - 3,890,252.578   358,709.019   MT  0.99984603   -0 53 34.8
 FO1159
 FO1159!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1159!SPC NM C     -   0.99974151  x   0.99990927  =   0.99965081
 FO1159!UTM  13      -   0.99974151  x   0.99984603  =   0.99958758
 FO1159
 FO1159:                Primary Azimuth Mark                     Grid Az
 FO1159:SPC NM C     -  1 F20                                    180 03 22.9
 FO1159:UTM  13      -  1 F20                                    180 46 33.8
 FO1159
 FO1159|---------------------------------------------------------------------|
 FO1159| PID    Reference Object                     Distance      Geod. Az  |
 FO1159|                                                           dddmmss.s |
 FO1159| FO1156 1 F20                               APPROX. 1.2 KM 1795259.0 |
 FO1159|---------------------------------------------------------------------|
 FO1159
 FO1159                          SUPERSEDED SURVEY CONTROL
 FO1159
 FO1159  NAD 83(1986)-  35 08 42.92517(N)    106 33 03.77347(W) AD(       ) 2
 FO1159  NAD 27      -  35 08 42.76289(N)    106 33 01.68693(W) AD(       ) 2
 FO1159  NGVD 29 (07/19/86) 1667.1    (m)         5469.     (f) VERT ANG       
 FO1159
 FO1159.Superseded values are not recommended for survey control.
 FO1159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1159.See file dsdata.txt to determine how the superseded data were derived.
 FO1159
 FO1159_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU5870990253(NAD 83)
 FO1159_MARKER: DD = SURVEY DISK
 FO1159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FO1159_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FO1159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO1159+STABILITY: SURFACE MOTION
 FO1159
 FO1159  HISTORY     - Date     Condition        Report By
 FO1159  HISTORY     - 1969     MONUMENTED       NM0030
 FO1159  HISTORY     - 20050103 MARK NOT FOUND   GEOCAC
 FO1159
 FO1159                          STATION DESCRIPTION
 FO1159
 FO1159'DESCRIBED BY CITY OF ALBUQUERQUE NEW MEXICO 1969 (LJU)
 FO1159'STATION IS LOCATED 7 MILES FROM DOWNTOWN ALBUQUERQUE, 2-1/2
 FO1159'MILES EAST OF INTERSTATE 25, 1/2 MILE SOUTH OF THE ALBUQUERQUE
 FO1159'BOYS ACADEMY, 1 MILE NORTH OF MONTGOMERY BLVD.
 FO1159'
 FO1159'TO REACH STATION FROM THE INTERSECTION OF MONTGOMERY BLVD. AND
 FO1159'WYOMING BLVD., GO NORTH ON WYOMING BLVD. FOR 0.9 MILES TO
 FO1159'TRAIL ROAD, TURN RIGHT, EAST, FOR 0.15 MILES IN A NORTHEASTERLY
 FO1159'DIRECTION TO STATION.
 FO1159'
 FO1159'STATION MARK IS A BRASS CAP SET IN CONCRETE CYLINDER STAMPED
 FO1159'CITY OF ALBUQUERQUE ELEV. -- 1-E20 AND WITNESS BY A 4 FT
 FO1159'CEDAR POST 3 FT TO THE WEST.  MONUMENT PROJECTS 12 IN ABOVE
 FO1159'GROUND.
 FO1159'
 FO1159'PONDEROSA IS A STANDARD USC AND GS BRASS DISK SET IN CONCRETE
 FO1159'MOUND IN THE S.E. CORNER OF THE PONDEROSA RESERVOIR AND
 FO1159'CITY PUMP STATION.  LOCATED S.W. OF THE INTERSECTION OF JUAN
 FO1159'TABO AND MONTGOMERY, 2.1 MILES S.E. OF STATION.
 FO1159'
 FO1159'1-F20 IS A BRASS CAP SET IN CONCRETE CYLINDER STAMPED CITY
 FO1159'OF ALBUQUERQUE ELEV. -- 1-F20, LOCATED 0.2 MILES NORTH OF
 FO1159'MONTGOMERY ON WYOMING BLVD. IN A CITY WATER VALVE COVER AT
 FO1159'THE SOUTH BOUNDRY OF THE ELENA GALLEGOS GRANT 0.8 MILES FROM
 FO1159'STATION.
 FO1159'
 FO1159'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 FO1159
 FO1159                          STATION RECOVERY (2005)
 FO1159
 FO1159'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 FO1159'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0127 ***********************************************************************
 CX0127  DESIGNATION -  1 F
 CX0127  PID         -  CX0127
 CX0127  STATE/COUNTY-  NM/OTERO
 CX0127  USGS QUAD   -  HOLLOMAN (1982)
 CX0127
 CX0127                         *CURRENT SURVEY CONTROL
 CX0127  ___________________________________________________________________
 CX0127* NAD 83(1986)-  32 50 57.     (N)    106 06 09.     (W)     SCALED    
 CX0127* NAVD 88     -      1240.087  (meters)    4068.52   (feet)  POSTED    
 CX0127  ___________________________________________________________________
 CX0127  GEOID HEIGHT-         -22.82  (meters)                     GEOID03
 CX0127  DYNAMIC HT  -        1238.280 (meters)    4062.59  (feet)  COMP
 CX0127  MODELED GRAV-     979,136.8   (mgal)                       NAVD 88
 CX0127
 CX0127  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 CX0127
 CX0127.The horizontal coordinates were scaled from a topographic map and have
 CX0127.an estimated accuracy of +/- 6 seconds.
 CX0127
 CX0127.The orthometric height was determined by differential leveling
 CX0127.and adjusted by the National Geodetic Survey in 1992..
 CX0127.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 CX0127.rate of 0.0 thru 1.0 mm/km.
 CX0127
 CX0127.The geoid height was determined by GEOID03.
 CX0127
 CX0127.The dynamic height is computed by dividing the NAVD 88
 CX0127.geopotential number by the normal gravity value computed on the
 CX0127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0127.degrees latitude (g = 980.6199 gals.).
 CX0127
 CX0127.The modeled gravity was interpolated from observed gravity values.
 CX0127
 CX0127;                    North         East    Units  Estimated Accuracy
 CX0127;SPC NM C     -   205,040.      513,810.      MT  (+/- 180 meters Scaled)
 CX0127
 CX0127                          SUPERSEDED SURVEY CONTROL
 CX0127
 CX0127  NGVD 29 (??/??/92) 1239.419  (m)         4066.33   (f) ADJ UNCH    2 0
 CX0127
 CX0127.Superseded values are not recommended for survey control.
 CX0127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0127.See file dsdata.txt to determine how the superseded data were derived.
 CX0127
 CX0127_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS968351(NAD 83)
 CX0127_MARKER: S = SPIKE
 CX0127_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CX0127_SP_SET: RUNWAY
 CX0127_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX0127
 CX0127  HISTORY     - Date     Condition        Report By
 CX0127  HISTORY     - UNK      MONUMENTED       CGS
 CX0127  HISTORY     - 1945     GOOD             NGS
 CX0127
 CX0127                          STATION DESCRIPTION
 CX0127
 CX0127'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 CX0127'10.5 MI SW FROM ALAMOGORDO.
 CX0127'10.5 MILES SOUTHWEST TO THE CONTROL TOWER A.A.A.F. AT THE ALAMOGORDO
 CX0127'ARMY AIR FIELD, AT THE MAIN INTERSECTION OF RUNWAYS, IN THE CENTER OF
 CX0127'THE INTERSECTION OF THE NORTH-SOUTH RUNWAY AND EAST-WEST RUNWAY, A
 CX0127'RAILROAD SPIKE DRIVEN FLUSH WITH THE ASPHALT RUNWAY. NOTE-- ALAMOGORDO
 CX0127'ARMY AIR FIELD IS NOW HOLLOMAN AFB.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1079 ***********************************************************************
 CX1079  DESIGNATION -  1 F
 CX1079  PID         -  CX1079
 CX1079  STATE/COUNTY-  NM/LUNA
 CX1079  USGS QUAD   -  CAPITOL DOME (1965)
 CX1079
 CX1079                         *CURRENT SURVEY CONTROL
 CX1079  ___________________________________________________________________
 CX1079* NAD 83(1986)-  32 14 47.     (N)    107 43 11.     (W)     SCALED    
 CX1079* NAVD 88     -      1305.119  (meters)    4281.88   (feet)  POSTED    
 CX1079  ___________________________________________________________________
 CX1079  GEOID HEIGHT-         -24.59  (meters)                     GEOID03
 CX1079  DYNAMIC HT  -        1303.140 (meters)    4275.39  (feet)  COMP
 CX1079  MODELED GRAV-     979,078.8   (mgal)                       NAVD 88
 CX1079
 CX1079  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 CX1079
 CX1079.This mark is at Deming Airport (DMN)
 CX1079
 CX1079.The horizontal coordinates were scaled from a topographic map and have
 CX1079.an estimated accuracy of +/- 6 seconds.
 CX1079
 CX1079.The orthometric height was determined by differential leveling
 CX1079.and adjusted by the National Geodetic Survey in 1992..
 CX1079.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 CX1079.rate greater than 8.0 mm/km.
 CX1079
 CX1079.The geoid height was determined by GEOID03.
 CX1079
 CX1079.The dynamic height is computed by dividing the NAVD 88
 CX1079.geopotential number by the normal gravity value computed on the
 CX1079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX1079.degrees latitude (g = 980.6199 gals.).
 CX1079
 CX1079.The modeled gravity was interpolated from observed gravity values.
 CX1079
 CX1079;                    North         East    Units  Estimated Accuracy
 CX1079;SPC NM W     -   138,190.      840,710.      MT  (+/- 180 meters Scaled)
 CX1079
 CX1079                          SUPERSEDED SURVEY CONTROL
 CX1079
 CX1079  NGVD 29 (??/??/92) 1304.561  (m)         4280.05   (f) ADJ UNCH    2 0
 CX1079
 CX1079.Superseded values are not recommended for survey control.
 CX1079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1079.See file dsdata.txt to determine how the superseded data were derived.
 CX1079
 CX1079_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBR437709(NAD 83)
 CX1079_MARKER: S = SPIKE
 CX1079_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CX1079_SP_SET: RUNWAY
 CX1079_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX1079
 CX1079  HISTORY     - Date     Condition        Report By
 CX1079  HISTORY     - UNK      MONUMENTED       CGS
 CX1079  HISTORY     - 1945     GOOD             NGS
 CX1079
 CX1079                          STATION DESCRIPTION
 CX1079
 CX1079'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 CX1079'3.8 MI SE FROM DEMING.
 CX1079'3.8 MILES SOUTHEAST TO POST HEADQUARTERS D.A.A.F. AT DEMING ARMY AIR
 CX1079'FIELD, AT THE SOUTH END (35) OF THE NORTH-SOUTH RUNWAY, A RAILROAD
 CX1079'SPIKE DRIVEN IN THE MIDDLE OF THE RUNWAY, AT THE SOUTH SIDE OF THE
 CX1079'WHITE BORDER STRIP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0384 ***********************************************************************
 DR0384  DESIGNATION -  1 F
 DR0384  PID         -  DR0384
 DR0384  STATE/COUNTY-  NM/CHAVES
 DR0384  USGS QUAD   -  ROSWELL SOUTH (1975)
 DR0384
 DR0384                         *CURRENT SURVEY CONTROL
 DR0384  ___________________________________________________________________
 DR0384* NAD 83(1986)-  33 17 59.     (N)    104 32 21.     (W)     SCALED    
 DR0384* NAVD 88     -      1116.864  (meters)    3664.24   (feet)  ADJUSTED  
 DR0384  ___________________________________________________________________
 DR0384  GEOID HEIGHT-         -23.09  (meters)                     GEOID03
 DR0384  DYNAMIC HT  -        1115.333 (meters)    3659.22  (feet)  COMP
 DR0384  MODELED GRAV-     979,228.0   (mgal)                       NAVD 88
 DR0384
 DR0384  VERT ORDER  -  SECOND    CLASS 0
 DR0384
 DR0384.This mark is at Roswell Industrial Air Center  (ROW)
 DR0384
 DR0384.The horizontal coordinates were scaled from a topographic map and have
 DR0384.an estimated accuracy of +/- 6 seconds.
 DR0384
 DR0384.The orthometric height was determined by differential leveling
 DR0384.and adjusted by the National Geodetic Survey in June 1991..
 DR0384
 DR0384.The geoid height was determined by GEOID03.
 DR0384
 DR0384.The dynamic height is computed by dividing the NAVD 88
 DR0384.geopotential number by the normal gravity value computed on the
 DR0384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0384.degrees latitude (g = 980.6199 gals.).
 DR0384
 DR0384.The modeled gravity was interpolated from observed gravity values.
 DR0384
 DR0384;                    North         East    Units  Estimated Accuracy
 DR0384;SPC NM E     -   255,010.      145,830.      MT  (+/- 180 meters Scaled)
 DR0384
 DR0384                          SUPERSEDED SURVEY CONTROL
 DR0384
 DR0384  NGVD 29 (??/??/92) 1116.304  (m)         3662.41   (f) ADJ UNCH    2 0
 DR0384
 DR0384.Superseded values are not recommended for survey control.
 DR0384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0384.See file dsdata.txt to determine how the superseded data were derived.
 DR0384
 DR0384_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES429846(NAD 83)
 DR0384_MARKER: S = SPIKE
 DR0384_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DR0384_SP_SET: LIGHT STRUCTURE
 DR0384_MARK LOGO: NGS   
 DR0384_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR0384_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR0384
 DR0384  HISTORY     - Date     Condition        Report By
 DR0384  HISTORY     - UNK      MONUMENTED       CGS
 DR0384  HISTORY     - 1945     GOOD             NGS
 DR0384  HISTORY     - 19960609 GOOD             CHANCE
 DR0384
 DR0384                          STATION DESCRIPTION
 DR0384
 DR0384'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 DR0384'IN ROSWELL ARMY FIELD.
 DR0384'AT THE ROSWELL ARMY AIRFIELD.  GO 1.0 MILE WEST-NORTHWEST FROM THE
 DR0384'MIDDLE CONTROL TOWER TO THE HIGH POINT OF RUNWAYS, ABOUT THE CENTER OF
 DR0384'INTERSECTION OF THE NORTH-SOUTH RUNWAY AND THE NORTHWEST-SOUTHEAST
 DR0384'RUNWAY, MARK IS A RAILROAD SPIKE DRIVEN IN FLUSH AT THE CORNER OF THE
 DR0384'ASPHALT AND CONCRETE INTERSECTION.
 DR0384
 DR0384                          STATION RECOVERY (1996)
 DR0384
 DR0384'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (KAL)
 DR0384'RECOVERY NOTE BY CHANCE 1996 RECOVERED AS DESCRIBED AND IN GOOD
 DR0384'CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0041 ***********************************************************************
 EP0041  DESIGNATION -  1 F
 EP0041  PID         -  EP0041
 EP0041  STATE/COUNTY-  NM/GUADALUPE
 EP0041  USGS QUAD   -  FORT SUMNER EAST (1982)
 EP0041
 EP0041                         *CURRENT SURVEY CONTROL
 EP0041  ___________________________________________________________________
 EP0041* NAD 83(1986)-  34 29 13.     (N)    104 13 36.     (W)     SCALED    
 EP0041* NAVD 88     -      1260.093  (meters)    4134.16   (feet)  ADJUSTED  
 EP0041  ___________________________________________________________________
 EP0041  GEOID HEIGHT-         -23.61  (meters)                     GEOID03
 EP0041  DYNAMIC HT  -        1258.428 (meters)    4128.69  (feet)  COMP
 EP0041  MODELED GRAV-     979,270.6   (mgal)                       NAVD 88
 EP0041
 EP0041  VERT ORDER  -  FIRST     CLASS II
 EP0041
 EP0041.This mark is at Fort Sumner Airport (FSU)
 EP0041
 EP0041.The horizontal coordinates were scaled from a topographic map and have
 EP0041.an estimated accuracy of +/- 6 seconds.
 EP0041
 EP0041.The orthometric height was determined by differential leveling
 EP0041.and adjusted by the National Geodetic Survey in June 1991..
 EP0041
 EP0041.The geoid height was determined by GEOID03.
 EP0041
 EP0041.The dynamic height is computed by dividing the NAVD 88
 EP0041.geopotential number by the normal gravity value computed on the
 EP0041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EP0041.degrees latitude (g = 980.6199 gals.).
 EP0041
 EP0041.The modeled gravity was interpolated from observed gravity values.
 EP0041
 EP0041;                    North         East    Units  Estimated Accuracy
 EP0041;SPC NM E     -   386,670.      174,800.      MT  (+/- 180 meters Scaled)
 EP0041
 EP0041                          SUPERSEDED SURVEY CONTROL
 EP0041
 EP0041  NGVD 29 (??/??/92) 1259.488  (m)         4132.17   (f) ADJ UNCH    1 2
 EP0041
 EP0041.Superseded values are not recommended for survey control.
 EP0041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EP0041.See file dsdata.txt to determine how the superseded data were derived.
 EP0041
 EP0041_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEU710164(NAD 83)
 EP0041_MARKER: S = SPIKE
 EP0041_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EP0041_SP_SET: RUNWAY
 EP0041_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EP0041
 EP0041  HISTORY     - Date     Condition        Report By
 EP0041  HISTORY     - UNK      MONUMENTED       CGS
 EP0041  HISTORY     - 1945     GOOD             NGS
 EP0041
 EP0041                          STATION DESCRIPTION
 EP0041
 EP0041'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 EP0041'1.7 MI NE FROM FORT SUMNER.
 EP0041'MARK IS LOCATED ABOUT 1.7 MILES NORTHEAST OF THE SANTA FE RAILROAD
 EP0041'DEPOT AT FORT SUMNER, AT FORT SUMNER ARMY AIR FIELD AT EXTREME WEST
 EP0041'END OF THE EAST AND WEST RUNWAY.  A RAILROAD SPIKE DRIVEN FLUSH WITH
 EP0041'RUNWAY IN THE CENTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1156 ***********************************************************************
 FO1156  DESIGNATION -  1 F20
 FO1156  PID         -  FO1156
 FO1156  STATE/COUNTY-  NM/BERNALILLO
 FO1156  USGS QUAD   -  ALAMEDA (1990)
 FO1156
 FO1156                         *CURRENT SURVEY CONTROL
 FO1156  ___________________________________________________________________
 FO1156* NAD 83(1992)-  35 08 03.65400(N)    106 33 03.67470(W)     ADJUSTED  
 FO1156* NAVD 88     -      1659.8    (meters)    5446.     (feet)  VERTCON   
 FO1156  ___________________________________________________________________
 FO1156  LAPLACE CORR-          11.92  (seconds)                    DEFLEC99
 FO1156  GEOID HEIGHT-         -20.74  (meters)                     GEOID03
 FO1156
 FO1156  HORZ ORDER  -  SECOND
 FO1156
 FO1156.The horizontal coordinates were established by classical geodetic methods
 FO1156.and adjusted by the National Geodetic Survey in December 1993..
 FO1156
 FO1156.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1156.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1156
 FO1156.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1156
 FO1156.The geoid height was determined by GEOID03.
 FO1156
 FO1156;                    North         East     Units Scale Factor Converg.
 FO1156;SPC NM C     -   458,519.043   472,568.057   MT  0.99990927   -0 10 23.7
 FO1156;SPC NM C     - 1,504,324.56  1,550,417.03   sFT  0.99990927   -0 10 23.7
 FO1156;UTM  13      - 3,889,042.815   358,692.635   MT  0.99984609   -0 53 33.9
 FO1156
 FO1156!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1156!SPC NM C     -   0.99974279  x   0.99990927  =   0.99965208
 FO1156!UTM  13      -   0.99974279  x   0.99984609  =   0.99958892
 FO1156
 FO1156:                Primary Azimuth Mark                     Grid Az
 FO1156:SPC NM C     -  1 E20                                    000 03 22.8
 FO1156:UTM  13      -  1 E20                                    000 46 33.0
 FO1156
 FO1156|---------------------------------------------------------------------|
 FO1156| PID    Reference Object                     Distance      Geod. Az  |
 FO1156|                                                           dddmmss.s |
 FO1156| FO1159 1 E20                               APPROX. 1.2 KM 3595259.1 |
 FO1156|---------------------------------------------------------------------|
 FO1156
 FO1156                          SUPERSEDED SURVEY CONTROL
 FO1156
 FO1156  NAD 83(1986)-  35 08 03.65990(N)    106 33 03.67588(W) AD(       ) 2
 FO1156  NAD 27      -  35 08 03.49680(N)    106 33 01.58972(W) AD(       ) 2
 FO1156  NGVD 29 (07/19/86) 1659.0    (m)         5443.     (f) VERT ANG       
 FO1156
 FO1156.Superseded values are not recommended for survey control.
 FO1156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1156.See file dsdata.txt to determine how the superseded data were derived.
 FO1156
 FO1156_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU5869389043(NAD 83)
 FO1156_MARKER: DD = SURVEY DISK
 FO1156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FO1156_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FO1156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO1156+STABILITY: SURFACE MOTION
 FO1156
 FO1156  HISTORY     - Date     Condition        Report By
 FO1156  HISTORY     - 1969     MONUMENTED       NM0030
 FO1156  HISTORY     - 20050101 GOOD             GEOCAC
 FO1156
 FO1156                          STATION DESCRIPTION
 FO1156
 FO1156'DESCRIBED BY CITY OF ALBUQUERQUE NEW MEXICO 1969 (LJU)
 FO1156'STATION IS LOCATED ABOUT 6-1/2 MILES N.E. OF DOWNTOWN
 FO1156'ALBUQUERQUE, 1-1/2 MILES SOUTH OF THE ALBUQUERQUE BOYS ACADEMY,
 FO1156'0.2 MILES NORTH OF MONTGOMERY BLVD. ON WYOMING BLVD.
 FO1156'
 FO1156'TO REACH STATION FROM THE INTERSECTION OF WYOMING BLVD. AND
 FO1156'MONTGOMERY GO NORTH ON WYOMING BLVD. 0.2 MILES TO THE SOUTH
 FO1156'BOUNDARY OF THE ELENA GALLEGOS GRANT STATION IS CENTERED
 FO1156'BETWEEN THE CONCRETE CURB ON WYOMING BLVD. UNDER A CITY OF
 FO1156'ALBUQUERQUE WATER VALVE BOX IN PAVEMENT.
 FO1156'
 FO1156'STATION IS A BRASS CAP IN CONCRETE CYLINDER UNDER A WATER
 FO1156'VALVE BOX AND IS STAMPED CITY OF ALBUQUERQUE ELEV. - 1-F20
 FO1156'AND IS LOCATED HALF WAY BETWEEN CONCRETE CURBS ON WYOMING
 FO1156'BLVD., 15 FT NORTH OF ASPHALT CURB ON MEDIAN.  MONUMENT
 FO1156'IS 6 IN BELOW STREET LEVEL.
 FO1156'
 FO1156'DECKER IS A STANDARD USC AND GS DISK IN CONCRETE MOUNT ON
 FO1156'THE N.E. CORNER OF THE FENCED IN AREA AROUND THE LEYENDECKER
 FO1156'RESERVOIR AND PUMP STATION.  LOCATED 0.3 MILES FROM SAN
 FO1156'PEDRO BLVD. ON MONTGOMERY 1.2 MILES WEST OF STATION.
 FO1156'
 FO1156'1-E20 IS A BRASS CAP ON CONCRETE CYLINDER AND STAMPED CITY
 FO1156'OF ALBUQUERQUE ELEV. -- 1-E20 AND IS LOCATED 0.8 MILES NORTH
 FO1156'OF STATION.
 FO1156'
 FO1156'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 FO1156
 FO1156                          STATION RECOVERY (2005)
 FO1156
 FO1156'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 FO1156'STATION RECOVERED IN GOOD CONDITION.  THE STATION IS LOCATED IN THE
 FO1156'MEDIAN AT THE CORNER OF LAS CAMAS AND WYOMING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1149 ***********************************************************************
 FO1149  DESIGNATION -  1 G19
 FO1149  PID         -  FO1149
 FO1149  STATE/COUNTY-  NM/BERNALILLO
 FO1149  USGS QUAD   -  ALAMEDA (1990)
 FO1149
 FO1149                         *CURRENT SURVEY CONTROL
 FO1149  ___________________________________________________________________
 FO1149* NAD 83(1992)-  35 07 38.71705(N)    106 33 35.81663(W)     ADJUSTED  
 FO1149* NAVD 88     -      1634.4    (meters)    5362.     (feet)  VERTCON   
 FO1149  ___________________________________________________________________
 FO1149  LAPLACE CORR-          11.39  (seconds)                    DEFLEC99
 FO1149  GEOID HEIGHT-         -20.81  (meters)                     GEOID03
 FO1149
 FO1149  HORZ ORDER  -  SECOND
 FO1149
 FO1149.The horizontal coordinates were established by classical geodetic methods
 FO1149.and adjusted by the National Geodetic Survey in December 1993..
 FO1149
 FO1149.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1149.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1149
 FO1149.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1149
 FO1149.The geoid height was determined by GEOID03.
 FO1149
 FO1149;                    North         East     Units Scale Factor Converg.
 FO1149;SPC NM C     -   457,753.119   471,752.028   MT  0.99990983   -0 10 42.0
 FO1149;SPC NM C     - 1,501,811.69  1,547,739.78   sFT  0.99990983   -0 10 42.0
 FO1149;UTM  13      - 3,888,287.244   357,867.103   MT  0.99984897   -0 53 51.9
 FO1149
 FO1149!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1149!SPC NM C     -   0.99974678  x   0.99990983  =   0.99965664
 FO1149!UTM  13      -   0.99974678  x   0.99984897  =   0.99959579
 FO1149
 FO1149:                Primary Azimuth Mark                     Grid Az
 FO1149:SPC NM C     -  SANDIA MTN TV STA KOAT MAST              045 52 51.8
 FO1149:UTM  13      -  SANDIA MTN TV STA KOAT MAST              046 36 01.7
 FO1149
 FO1149|---------------------------------------------------------------------|
 FO1149| PID    Reference Object                     Distance      Geod. Az  |
 FO1149|                                                           dddmmss.s |
 FO1149| FO1007 SANDIA MTN TV STA KOAT MAST         APPROX.13.9 KM 0454209.8 |
 FO1149|---------------------------------------------------------------------|
 FO1149
 FO1149                          SUPERSEDED SURVEY CONTROL
 FO1149
 FO1149  NAD 83(1986)-  35 07 38.72290(N)    106 33 35.81790(W) AD(       ) 2
 FO1149  NAD 27      -  35 07 38.55936(N)    106 33 33.73276(W) AD(       ) 2
 FO1149  NGVD 29 (07/19/86) 1633.6    (m)         5360.     (f) VERT ANG       
 FO1149
 FO1149.Superseded values are not recommended for survey control.
 FO1149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1149.See file dsdata.txt to determine how the superseded data were derived.
 FO1149
 FO1149_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU5786788287(NAD 83)
 FO1149_MARKER: DD = SURVEY DISK
 FO1149_SETTING: 0 = UNSPECIFIED SETTING
 FO1149_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FO1149
 FO1149  HISTORY     - Date     Condition        Report By
 FO1149  HISTORY     - 1969     MONUMENTED       NM0030
 FO1149  HISTORY     - 20050103 MARK NOT FOUND   GEOCAC
 FO1149
 FO1149                          STATION DESCRIPTION
 FO1149
 FO1149'DESCRIBED BY CITY OF ALBUQUERQUE NEW MEXICO 1969 (LJU)
 FO1149'STATION IS LOCATED IN JULIE PARK, 6 MILES N.E. OF DOWNTOWN
 FO1149'ALBUQUERQUE, 2-1/2 MILES NORTH OF INTERSTATE 40, N.W. OF THE
 FO1149'INTERSECTION OF BELROSE AVENUE AND PENNSYLVANIA STREET.
 FO1149'
 FO1149'TO REACH STATION FROM THE INTERSECTION OF WYOMING AND MONTGOMERY
 FO1149'BLVD. GO WEST 0.5 MILES TO PENNSYLVANIA, TURN LEFT, SOUTH,
 FO1149'FOR 0.15 MILES TO BELROSE AND STATION.
 FO1149'
 FO1149'STATION IS A BRASS CAP IN BLOCK OF CONCRETE STAMPED CITY
 FO1149'OF ALBUQUERQUE ELEV. -- 1-G19 AND IS LOCATED 20 FT NORTH OF
 FO1149'THE NORTH CURB OF BELROSE AVE., 10 FT WEST OF THE WEST CURB
 FO1149'ON PENNSYLVANIA ST., 15 FT N.E. OF FIRE HYDRANT.  MONUMENT
 FO1149'IS 8 IN BELOW GROUND LEVEL, BECAUSE OF FUTURE DEVELOPMENT OF
 FO1149'PARK.
 FO1149'
 FO1149'DECKER IS A STANDARD USC AND GS DISK IN CONCRETE CYLINDER
 FO1149'ON THE N.E. CORNER OF FENCED IN AREA AROUND THE LEYENDECKER
 FO1149'RESERVOIR AND PUMP STATION, LOCATED 0.3 MILES EAST OF SAN
 FO1149'PEDRO ON MONTGOMERY BLVD., 0.8 MILES N.W. OF STATION.
 FO1149'
 FO1149'NORTH MAST IS THE NORTHERN MOST OF FOUR T.V. MAST ON TOP OF
 FO1149'SANDIA CREST, APPROXIMATELY 8 MILES N.E. OF STATION.
 FO1149'
 FO1149'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 FO1149
 FO1149                          STATION RECOVERY (2005)
 FO1149
 FO1149'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 FO1149'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1208 ***********************************************************************
 FO1208  DESIGNATION -  1 G21
 FO1208  PID         -  FO1208
 FO1208  STATE/COUNTY-  NM/BERNALILLO
 FO1208  USGS QUAD   -  ALBUQUERQUE EAST (1990)
 FO1208
 FO1208                         *CURRENT SURVEY CONTROL
 FO1208  ___________________________________________________________________
 FO1208* NAD 83(1992)-  35 07 12.12410(N)    106 30 57.07508(W)     ADJUSTED  
 FO1208* NAVD 88     -      1721.3    (meters)    5647.     (feet)  VERTCON   
 FO1208  ___________________________________________________________________
 FO1208  LAPLACE CORR-          13.65  (seconds)                    DEFLEC99
 FO1208  GEOID HEIGHT-         -20.45  (meters)                     GEOID03
 FO1208
 FO1208  HORZ ORDER  -  SECOND
 FO1208
 FO1208.The horizontal coordinates were established by classical geodetic methods
 FO1208.and adjusted by the National Geodetic Survey in December 1993..
 FO1208
 FO1208.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1208.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1208
 FO1208.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1208
 FO1208.The geoid height was determined by GEOID03.
 FO1208
 FO1208;                    North         East     Units Scale Factor Converg.
 FO1208;SPC NM C     -   456,922.051   475,768.546   MT  0.99990723   -0 09 10.6
 FO1208;SPC NM C     - 1,499,085.10  1,560,917.30   sFT  0.99990723   -0 09 10.6
 FO1208;UTM  13      - 3,887,405.876   361,872.605   MT  0.99983514   -0 52 19.9
 FO1208
 FO1208!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1208!SPC NM C     -   0.99973309  x   0.99990723  =   0.99964035
 FO1208!UTM  13      -   0.99973309  x   0.99983514  =   0.99956828
 FO1208
 FO1208:                Primary Azimuth Mark                     Grid Az
 FO1208:SPC NM C     -  GLENWOOD                                 057 00 50.3
 FO1208:UTM  13      -  GLENWOOD                                 057 43 59.6
 FO1208
 FO1208|---------------------------------------------------------------------|
 FO1208| PID    Reference Object                     Distance      Geod. Az  |
 FO1208|                                                           dddmmss.s |
 FO1208| FO1009 GLENWOOD                            APPROX. 2.5 KM 0565139.7 |
 FO1208|---------------------------------------------------------------------|
 FO1208
 FO1208                          SUPERSEDED SURVEY CONTROL
 FO1208
 FO1208  NAD 83(1986)-  35 07 12.12997(N)    106 30 57.07614(W) AD(       ) 2
 FO1208  NAD 27      -  35 07 11.96539(N)    106 30 54.99375(W) AD(       ) 2
 FO1208  NGVD 29 (07/19/86) 1720.5    (m)         5645.     (f) VERT ANG       
 FO1208
 FO1208.Superseded values are not recommended for survey control.
 FO1208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1208.See file dsdata.txt to determine how the superseded data were derived.
 FO1208
 FO1208_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU6187387406(NAD 83)
 FO1208_MARKER: DD = SURVEY DISK
 FO1208_SETTING: 0 = UNSPECIFIED SETTING
 FO1208_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FO1208
 FO1208  HISTORY     - Date     Condition        Report By
 FO1208  HISTORY     - 1969     MONUMENTED       NM0030
 FO1208  HISTORY     - 20030926 MARK NOT FOUND   INDIV
 FO1208
 FO1208                          STATION DESCRIPTION
 FO1208
 FO1208'DESCRIBED BY CITY OF ALBUQUERQUE NEW MEXICO 1969 (LJU)
 FO1208'STATION IS LOCATED 8 MILES N.E. OF DOWNTOWN ALBUQUERQUE,
 FO1208'3 MILES NORTH OF INTERSTATE 25, 0.2 MILES SOUTH OF COMANCHE
 FO1208'BLVD. ON JUAN TABO BLVD.
 FO1208'
 FO1208'TO REACH STATION FROM THE INTERCHANGE AT I-025 AND MONTGOMERY
 FO1208'BLVD. GO EAST ON MONTGOMERY FOR 5.3 MILES TO THE INTERSECTION
 FO1208'OF JUAN TABO BLVD. AND MONTGOMERY BLVD., TURN RIGHT, SOUTH,
 FO1208'FOR 0.7 MILES TO THE JUNCTION OF GOLDEN GATE AVE. AND STATION.
 FO1208'
 FO1208'STATION MARK IS A BRASS CAP SET IN CONCRETE BLOCK STAMPED CITY
 FO1208'OF ALBUQUERQUE ELEV. -- 1921 AND IS LOCATED ON THE WEST SIDE
 FO1208'OF JUAN TABO BLVD. AT JUNCTION WITH GOLDEN GATE AVE.  MONUMENT
 FO1208'IS 8 FT BACK OF WEST CURB ON JUAN TABO, 100 FT NORTH OF
 FO1208'POWER POLE ES28 AND 2 FEET EAST OF NORTH-SOUTH POWER LINE,
 FO1208'FLUSH WITH GROUND.
 FO1208'
 FO1208'JACKSON IS A STANDARD USC AND GS DISK IN CONCRETE CYLINDER
 FO1208'LOCATED IN THE N.E. CORNER OF THE FENCED IN AREA AROUND THE
 FO1208'JACKSON JR. HIGH SCHOOL AT THE INTERSECTION OF INDIAN SCHOOL
 FO1208'RD. AND ELIZABETH ST., 1.4 MILES S.E. OF STATION.  MONUMENT
 FO1208'PROJECTS 4 IN ABOVE GROUND.
 FO1208'
 FO1208'GLENWOOD IS A STANDARD USC AND GS DISK CEMENTED ON TOP OF
 FO1208'CONCRETE WATER RESERVOIR LOCATED ON BLACKSTONE RD. IN GLENWOOD
 FO1208'HILLS SUBDIVISION 1.5 MILES N.E. OF STATION.  MONUMENT IS
 FO1208'ABOUT 4 FEET WEST OF THE CENTER ON TOP OF THE CONCRETE ROOF
 FO1208'AND IS FLUSH WITH TOP.
 FO1208'
 FO1208'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 FO1208
 FO1208                          STATION RECOVERY (2003)
 FO1208
 FO1208'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (MSJ)
 FO1208'100 FEET NORTH OF POWER POLE ES28 IS A NEW DRIVEWAY ABOUT 20 FEET
 FO1208'WIDE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0239 ***********************************************************************
 CW0239  DESIGNATION -  1 H
 CW0239  PID         -  CW0239
 CW0239  STATE/COUNTY-  NM/EDDY
 CW0239  USGS QUAD   -  KITCHEN COVE (1985)
 CW0239
 CW0239                         *CURRENT SURVEY CONTROL
 CW0239  ___________________________________________________________________
 CW0239* NAD 83(1986)-  32 20 33.     (N)    104 15 12.     (W)     SCALED    
 CW0239* NAVD 88     -       986.718  (meters)    3237.26   (feet)  POSTED    
 CW0239  ___________________________________________________________________
 CW0239  GEOID HEIGHT-         -24.41  (meters)                     GEOID03
 CW0239  DYNAMIC HT  -         985.300 (meters)    3232.61  (feet)  COMP
 CW0239  MODELED GRAV-     979,170.2   (mgal)                       NAVD 88
 CW0239
 CW0239  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 CW0239
 CW0239.This mark is at Cavern City Air Terminal Airport (CNM)
 CW0239
 CW0239.The horizontal coordinates were scaled from a topographic map and have
 CW0239.an estimated accuracy of +/- 6 seconds.
 CW0239
 CW0239.The orthometric height was determined by differential leveling
 CW0239.and adjusted by the National Geodetic Survey in 1992..
 CW0239.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 CW0239.rate greater than 8.0 mm/km.
 CW0239
 CW0239.The geoid height was determined by GEOID03.
 CW0239
 CW0239.The dynamic height is computed by dividing the NAVD 88
 CW0239.geopotential number by the normal gravity value computed on the
 CW0239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0239.degrees latitude (g = 980.6199 gals.).
 CW0239
 CW0239.The modeled gravity was interpolated from observed gravity values.
 CW0239
 CW0239;                    North         East    Units  Estimated Accuracy
 CW0239;SPC NM E     -   148,850.      172,530.      MT  (+/- 180 meters Scaled)
 CW0239
 CW0239                          SUPERSEDED SURVEY CONTROL
 CW0239
 CW0239  NGVD 29 (??/??/92)  986.24   (m)         3235.7    (f) COMPUTED    1 2
 CW0239
 CW0239.Superseded values are not recommended for survey control.
 CW0239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0239.See file dsdata.txt to determine how the superseded data were derived.
 CW0239
 CW0239_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SER702786(NAD 83)
 CW0239_MARKER: N = NAIL
 CW0239_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CW0239_SP_SET: RUNWAY
 CW0239_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CW0239
 CW0239  HISTORY     - Date     Condition        Report By
 CW0239  HISTORY     - UNK      MONUMENTED       CGS
 CW0239  HISTORY     - 1945     GOOD             NGS
 CW0239
 CW0239                          STATION DESCRIPTION
 CW0239
 CW0239'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 CW0239'6.1 MI SW FROM CARLSBAD.
 CW0239'AT THE CARLSBAD ARMY AIR FIELD, ON THE EAST-WEST RUNWAY, ON THE
 CW0239'CENTER-LINE, AT THE EAST END.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1206 ***********************************************************************
 FO1206  DESIGNATION -  1 H20
 FO1206  PID         -  FO1206
 FO1206  STATE/COUNTY-  NM/BERNALILLO
 FO1206  USGS QUAD   -  ALBUQUERQUE EAST (1990)
 FO1206
 FO1206                         *CURRENT SURVEY CONTROL
 FO1206  ___________________________________________________________________
 FO1206* NAD 83(1992)-  35 06 06.95183(N)    106 32 21.88427(W)     ADJUSTED  
 FO1206* NAVD 88     -      1656.0    (meters)    5433.     (feet)  VERTCON   
 FO1206  ___________________________________________________________________
 FO1206  LAPLACE CORR-          12.24  (seconds)                    DEFLEC99
 FO1206  GEOID HEIGHT-         -20.67  (meters)                     GEOID03
 FO1206
 FO1206  HORZ ORDER  -  SECOND
 FO1206
 FO1206.The horizontal coordinates were established by classical geodetic methods
 FO1206.and adjusted by the National Geodetic Survey in December 1993..
 FO1206
 FO1206.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1206.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1206
 FO1206.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1206
 FO1206.The geoid height was determined by GEOID03.
 FO1206
 FO1206;                    North         East     Units Scale Factor Converg.
 FO1206;SPC NM C     -   454,919.790   473,615.486   MT  0.99990858   -0 09 59.1
 FO1206;SPC NM C     - 1,492,516.01  1,553,853.47   sFT  0.99990858   -0 09 59.1
 FO1206;UTM  13      - 3,885,430.930   359,694.737   MT  0.99984261   -0 53 07.3
 FO1206
 FO1206!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1206!SPC NM C     -   0.99974337  x   0.99990858  =   0.99965197
 FO1206!UTM  13      -   0.99974337  x   0.99984261  =   0.99958602
 FO1206
 FO1206:                Primary Azimuth Mark                     Grid Az
 FO1206:SPC NM C     -  SANDIA MTN TV STA KOAT MAST              032 57 45.4
 FO1206:UTM  13      -  SANDIA MTN TV STA KOAT MAST              033 40 53.6
 FO1206
 FO1206|---------------------------------------------------------------------|
 FO1206| PID    Reference Object                     Distance      Geod. Az  |
 FO1206|                                                           dddmmss.s |
 FO1206| FO1007 SANDIA MTN TV STA KOAT MAST         APPROX.14.9 KM 0324746.3 |
 FO1206| FO1236 BANK                                APPROX. 5.0 KM 2375619.9 |
 FO1206|---------------------------------------------------------------------|
 FO1206
 FO1206                          SUPERSEDED SURVEY CONTROL
 FO1206
 FO1206  NAD 83(1986)-  35 06 06.95769(N)    106 32 21.88538(W) AD(       ) 2
 FO1206  NAD 27      -  35 06 06.78718(N)    106 32 19.79988(W) AD(       ) 2
 FO1206  NGVD 29 (07/19/86) 1655.2    (m)         5430.     (f) VERT ANG       
 FO1206
 FO1206.Superseded values are not recommended for survey control.
 FO1206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1206.See file dsdata.txt to determine how the superseded data were derived.
 FO1206
 FO1206_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU5969585431(NAD 83)
 FO1206_MARKER: DD = SURVEY DISK
 FO1206_SETTING: 0 = UNSPECIFIED SETTING
 FO1206_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FO1206
 FO1206  HISTORY     - Date     Condition        Report By
 FO1206  HISTORY     - 1969     MONUMENTED       NM0030
 FO1206  HISTORY     - 20030805 MARK NOT FOUND   USPSQD
 FO1206  HISTORY     - 20050115 MARK NOT FOUND   GEOCAC
 FO1206
 FO1206                          STATION DESCRIPTION
 FO1206
 FO1206'DESCRIBED BY CITY OF ALBUQUERQUE NEW MEXICO 1969 (LJU)
 FO1206'STATION IS LOCATED 6.3 MILES EAST ON DOWNTOWN ALBUQUERQUE,
 FO1206'1.3 MILES NORTH OF INTERSTATE 40, ON THE SOUTH SIDE OF SNOW
 FO1206'PARK.
 FO1206'
 FO1206'TO REACH STATION FROM THE INTERCHANGE AT I-40 AND EUBANK,
 FO1206'GO NORTH ON EUBANK FOR 1.3 MILES TO INDIAN SCHOOL ROAD, TURN
 FO1206'LEFT, WEST, FOR 0.3 MILES TO ALTEZ ST. AND STATION.
 FO1206'
 FO1206'STATION MARK IS A BRASS CAP SET IN BLOCK OF CONCRETE AND
 FO1206'STAMPED CITY OF ALBUQUERQUE ELEV. -- 1-H20 LOCATED ON THE NORTH
 FO1206'SIDE OF INDIAN SCHOOL ROAD BACK OF CONCRETE SIDEWALK MIDWAY
 FO1206'BETWEEN THE SOUTH SIDE OF CONCRETE LINING ON CHANNEL ARROYO
 FO1206'AND THE SIDEWALK, 3.5 FT EAST OF THE EAST AND OF HAND RAIL
 FO1206'ON DRAINAGE STRUCTURE.
 FO1206'
 FO1206'JACKSON IS A STANDARD USC AND GS DISK LOCATED AT THE N.E.
 FO1206'CORNER OF THE FENCED IN AREA AROUND THE JACKSON JR. HIGH
 FO1206'SCHOOL GROUND AT THE INTERSECTION OF INDIAN SCHOOL ROAD AND
 FO1206'ELIZABETH ST.
 FO1206'
 FO1206'BANK IS A USC AND GS DISK LOCATED ON TOP OF THE ROOF ON THE
 FO1206'FIRST NATIONAL BANK BLDG. AT THE INTERSECTION OF SAN MATEO
 FO1206'AND CENTRAL AVE.
 FO1206'
 FO1206'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 FO1206
 FO1206                          STATION RECOVERY (2003)
 FO1206
 FO1206'RECOVERY NOTE BY US POWER SQUADRON 2003 (AFA)
 FO1206'MARK NOT FOUND.
 FO1206
 FO1206                          STATION RECOVERY (2005)
 FO1206
 FO1206'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 FO1206'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1229 ***********************************************************************
 FO1229  DESIGNATION -  1 K22
 FO1229  PID         -  FO1229
 FO1229  STATE/COUNTY-  NM/BERNALILLO
 FO1229  USGS QUAD   -  ALBUQUERQUE EAST (1990)
 FO1229
 FO1229                         *CURRENT SURVEY CONTROL
 FO1229  ___________________________________________________________________
 FO1229* NAD 83(1992)-  35 04 28.15771(N)    106 30 06.31037(W)     ADJUSTED  
 FO1229* NAVD 88     -      1726.8    (meters)    5665.     (feet)  VERTCON   
 FO1229  ___________________________________________________________________
 FO1229  LAPLACE CORR-          13.54  (seconds)                    DEFLEC99
 FO1229  GEOID HEIGHT-         -20.36  (meters)                     GEOID03
 FO1229
 FO1229  HORZ ORDER  -  SECOND
 FO1229
 FO1229.The horizontal coordinates were established by classical geodetic methods
 FO1229.and adjusted by the National Geodetic Survey in December 1993..
 FO1229
 FO1229.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1229.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1229
 FO1229.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1229
 FO1229.The geoid height was determined by GEOID03.
 FO1229
 FO1229;                    North         East     Units Scale Factor Converg.
 FO1229;SPC NM C     -   451,866.195   477,041.057   MT  0.99990649   -0 08 40.8
 FO1229;SPC NM C     - 1,482,497.67  1,565,092.20   sFT  0.99990649   -0 08 40.8
 FO1229;UTM  13      - 3,882,334.828   363,081.497   MT  0.99983104   -0 51 47.2
 FO1229
 FO1229!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1229!SPC NM C     -   0.99973222  x   0.99990649  =   0.99963873
 FO1229!UTM  13      -   0.99973222  x   0.99983104  =   0.99956330
 FO1229
 FO1229:                Primary Azimuth Mark                     Grid Az
 FO1229:SPC NM C     -  DANNY RESET                              044 03 03.4
 FO1229:UTM  13      -  DANNY RESET                              044 46 09.8
 FO1229
 FO1229|---------------------------------------------------------------------|
 FO1229| PID    Reference Object                     Distance      Geod. Az  |
 FO1229|                                                           dddmmss.s |
 FO1229| FO0999 DANNY RESET                         APPROX. 1.9 KM 0435422.6 |
 FO1229|---------------------------------------------------------------------|
 FO1229
 FO1229                          SUPERSEDED SURVEY CONTROL
 FO1229
 FO1229  NAD 83(1986)-  35 04 28.16355(N)    106 30 06.31117(W) AD(       ) 2
 FO1229  NAD 27      -  35 04 27.99340(N)    106 30 04.23124(W) AD(       ) 2
 FO1229  NGVD 29 (07/19/86) 1726.0    (m)         5663.     (f) VERT ANG       
 FO1229
 FO1229.Superseded values are not recommended for survey control.
 FO1229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1229.See file dsdata.txt to determine how the superseded data were derived.
 FO1229
 FO1229_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU6308182335(NAD 83)
 FO1229_MARKER: DD = SURVEY DISK
 FO1229_SETTING: 0 = UNSPECIFIED SETTING
 FO1229_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FO1229
 FO1229  HISTORY     - Date     Condition        Report By
 FO1229  HISTORY     - 1969     MONUMENTED       NM0030
 FO1229
 FO1229                          STATION DESCRIPTION
 FO1229
 FO1229'DESCRIBED BY CITY OF ALBUQUERQUE NEW MEXICO 1969 (LJU)
 FO1229'STATION IS LOCATED IN THE EASTERN PART OF ALBUQUERQUE ABOUT
 FO1229'8.5 MILES EAST OF DOWNTOWN ALBUQUERQUE AND ABOUT 0.2 MILES
 FO1229'NORTH OF I-40 ON THE PARK WEST OF THE LOMAS RESERVOIR AND
 FO1229'PUMP STATION.
 FO1229'
 FO1229'TO REACH STATION FROM TRAMWAY ROAD AND THE OVERHEAD CROSSING
 FO1229'AT I-40, GO NORTH ON TRAMWAY RD. FOR 0.3 MILES TO LOMAS VERDES
 FO1229'AVE., TURN LEFT, SOUTH, FOR 0.15 MILES TO PARKVIEW PLACE.
 FO1229'STATION IS LOCATED ON THE S.E. CORNER OF THE INTERSECTION
 FO1229'OF PARKVIEW PLACE AND SKYVIEW AVE.
 FO1229'
 FO1229'STATION MARK IS A BRASS CAP IN BLOCK OF CONCRETE, STAMPED
 FO1229'CITY OF ALBUQUERQUE ELEV. -- 1-K22 LOCATED 15 FT SOUTH OF
 FO1229'THE SOUTH CURB ON SKYVIEW PLACE AND 15 FT EAST OF THE EAST
 FO1229'CURB ON PARKVIEW PLACE.
 FO1229'
 FO1229'SUSAN IS A STANDARD USC AND GS DISK IN A CONCRETE CYLINDER
 FO1229'LOCATED ON THE SOUTHEAST CORNER OF THE FENCED IN AREA AROUND
 FO1229'THE RIDGECREST RESERVOIR AND PUMP STATION 2.1 MILES S.W. OF
 FO1229'STATION.  MONUMENT IS FLUSH WITH GROUND.
 FO1229'
 FO1229'DANNY IS A USC AND GS DISK CEMENTED IN DRILL HOLE ON THE
 FO1229'NORTHEASTERN PART OF A SMALL HILL OF OUTCROPPING BEDROCK
 FO1229'AT THE EAST END OF LOMAS BLVD. 1.2 MILES N.E. OF STATION.
 FO1229'MONUMENT IS FLUSH WITH SURFACE OF THE ROCK.
 FO1229'
 FO1229'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0990 ***********************************************************************
 FO0990  DESIGNATION -  1 K23
 FO0990  PID         -  FO0990
 FO0990  STATE/COUNTY-  NM/BERNALILLO
 FO0990  USGS QUAD   -  TIJERAS (1990)
 FO0990
 FO0990                         *CURRENT SURVEY CONTROL
 FO0990  ___________________________________________________________________
 FO0990* NAD 83(1992)-  35 04 25.96187(N)    106 29 30.21910(W)     ADJUSTED  
 FO0990* NAVD 88     -      1778.6    (meters)    5835.     (feet)  VERTCON   
 FO0990  ___________________________________________________________________
 FO0990  LAPLACE CORR-          13.64  (seconds)                    DEFLEC99
 FO0990  GEOID HEIGHT-         -20.28  (meters)                     GEOID03
 FO0990
 FO0990  HORZ ORDER  -  SECOND
 FO0990
 FO0990.The horizontal coordinates were established by classical geodetic methods
 FO0990.and adjusted by the National Geodetic Survey in December 1993..
 FO0990
 FO0990.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO0990.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO0990
 FO0990.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO0990
 FO0990.The geoid height was determined by GEOID03.
 FO0990
 FO0990;                    North         East     Units Scale Factor Converg.
 FO0990;SPC NM C     -   451,796.270   477,955.171   MT  0.99990599   -0 08 20.1
 FO0990;SPC NM C     - 1,482,268.26  1,568,091.26   sFT  0.99990599   -0 08 20.1
 FO0990;UTM  13      - 3,882,253.452   363,994.592   MT  0.99982797   -0 51 26.4
 FO0990
 FO0990!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO0990!SPC NM C     -   0.99972408  x   0.99990599  =   0.99963009
 FO0990!UTM  13      -   0.99972408  x   0.99982797  =   0.99955209
 FO0990
 FO0990:                Primary Azimuth Mark                     Grid Az
 FO0990:SPC NM C     -  DANNY RESET                              015 32 48.6
 FO0990:UTM  13      -  DANNY RESET                              016 15 54.9
 FO0990
 FO0990|---------------------------------------------------------------------|
 FO0990| PID    Reference Object                     Distance      Geod. Az  |
 FO0990|                                                           dddmmss.s |
 FO0990| FO0999 DANNY RESET                         APPROX. 1.5 KM 0152428.5 |
 FO0990|---------------------------------------------------------------------|
 FO0990
 FO0990                          SUPERSEDED SURVEY CONTROL
 FO0990
 FO0990  NAD 83(1986)-  35 04 25.96707(N)    106 29 30.22008(W) AD(       ) 2
 FO0990  NAD 27      -  35 04 25.82196(N)    106 29 28.13264(W) AD(       ) 2
 FO0990  NGVD 29 (07/19/86) 1777.8    (m)         5833.     (f) VERT ANG       
 FO0990
 FO0990.Superseded values are not recommended for survey control.
 FO0990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0990.See file dsdata.txt to determine how the superseded data were derived.
 FO0990
 FO0990_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU6399582253(NAD 83)
 FO0990_MARKER: DD = SURVEY DISK
 FO0990_SETTING: 0 = UNSPECIFIED SETTING
 FO0990_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FO0990
 FO0990  HISTORY     - Date     Condition        Report By
 FO0990  HISTORY     - 1969     MONUMENTED       NM0030
 FO0990  HISTORY     - 20050521 POOR             GEOCAC
 FO0990
 FO0990                          STATION DESCRIPTION
 FO0990
 FO0990'DESCRIBED BY CITY OF ALBUQUERQUE NEW MEXICO 1969 (LJU)
 FO0990'STATION IS LOCATED 9.0 MILES EAST OF DOWNTOWN ALBUQUERQUE,
 FO0990'0.2 MILES NORTH OF I-040 AT THE CENTER OF SUPPER ROCK PARK.
 FO0990'
 FO0990'TO REACH STATION FROM TRAMWAY BLVD. AT THE I-040 OVERHEAD
 FO0990'CROSSING, GO NORTH ON TRAMWAY BLVD. FOR 0.3 MILES TO ENCANTADO
 FO0990'ROAD, TURN RIGHT, EAST, FOR 0.2 MILES TO JEWEL LENE, TURN
 FO0990'RIGHT, SOUTH, TO MONTE ALTO PL. AND SUPPER ROCK PARK AND
 FO0990'STATION.
 FO0990'
 FO0990'STATION MARK IS A BRASS CAP IN A CEMENTED DRILL HOLE TOP CENTER
 FO0990'OF LARGE ROCK FORMATION AT CENTER OF PARK.  BRASS CAP IS STAMPED
 FO0990'CITY OF ALBUQUERQUE ELEV. 1-K23.  MONUMENT IS IN THE DEPRESSED
 FO0990'PART OF THE ROCK AND FLUSH WITH THE SURFACE.
 FO0990'
 FO0990'I-40-1 IS A BRASS CAP IN CONCRETE CYLINDER, STAMPED STATE OF
 FO0990'NEW MEXICO, HIGHWAY COMMISSION STA. I-40-1 ELEV. -- 0.2 MILES
 FO0990'SOUTH OF THE STATION ON THE SOUTH SIDE OF THE EAST BOUND LANE
 FO0990'OF I-40 AND ON THE EAST SIDE OF BRIDGE OVER THE HIGHWAY U.S.
 FO0990'66.  MONUMENT IS FLUSH WITH GROUND.
 FO0990'
 FO0990'DANNY IS A STANDARD USC AND GS DISK CEMENTED IN DRILL HOLE ON
 FO0990'SMALL HILL WHICH IS SOLID BEDROCK LOCATED 0.9 MILES NORTH
 FO0990'OF STATION.  MONUMENT IS IN THE N.E. PORTION ON TOP OF THE
 FO0990'HIGHEST PART OF THE HILL.
 FO0990'
 FO0990'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 FO0990
 FO0990                          STATION RECOVERY (2005)
 FO0990
 FO0990'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 FO0990'THE STATION DISK IS MISSING, BUT THE PK NAIL REMAINS IN PLACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1290 ***********************************************************************
 FO1290  DESIGNATION -  1 M15
 FO1290  PID         -  FO1290
 FO1290  STATE/COUNTY-  NM/BERNALILLO
 FO1290  USGS QUAD   -  ALBUQUERQUE WEST (1990)
 FO1290
 FO1290                         *CURRENT SURVEY CONTROL
 FO1290  ___________________________________________________________________
 FO1290* NAD 83(1992)-  35 03 13.87112(N)    106 37 51.19437(W)     ADJUSTED  
 FO1290* NAVD 88     -      1561.2    (meters)    5122.     (feet)  VERTCON   
 FO1290  ___________________________________________________________________
 FO1290  LAPLACE CORR-           7.10  (seconds)                    DEFLEC99
 FO1290  GEOID HEIGHT-         -21.27  (meters)                     GEOID03
 FO1290
 FO1290  HORZ ORDER  -  SECOND
 FO1290
 FO1290.The horizontal coordinates were established by classical geodetic methods
 FO1290.and adjusted by the National Geodetic Survey in December 1993..
 FO1290
 FO1290.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1290.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1290
 FO1290.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1290
 FO1290.The geoid height was determined by GEOID03.
 FO1290
 FO1290;                    North         East     Units Scale Factor Converg.
 FO1290;SPC NM C     -   449,614.467   465,255.676   MT  0.99991487   -0 13 07.5
 FO1290;SPC NM C     - 1,475,110.13  1,526,426.33   sFT  0.99991487   -0 13 07.5
 FO1290;UTM  13      - 3,880,231.140   351,269.510   MT  0.99987263   -0 56 12.7
 FO1290
 FO1290!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1290!SPC NM C     -   0.99975834  x   0.99991487  =   0.99967323
 FO1290!UTM  13      -   0.99975834  x   0.99987263  =   0.99963100
 FO1290
 FO1290:                Primary Azimuth Mark                     Grid Az
 FO1290:SPC NM C     -  STADIUM                                  006 10 37.9
 FO1290:UTM  13      -  STADIUM                                  006 53 43.1
 FO1290
 FO1290|---------------------------------------------------------------------|
 FO1290| PID    Reference Object                     Distance      Geod. Az  |
 FO1290|                                                           dddmmss.s |
 FO1290| FO1286 STADIUM                             APPROX. 1.4 KM 0055730.4 |
 FO1290|---------------------------------------------------------------------|
 FO1290
 FO1290                          SUPERSEDED SURVEY CONTROL
 FO1290
 FO1290  NAD 83(1986)-  35 03 13.87664(N)    106 37 51.19549(W) AD(       ) 2
 FO1290  NAD 27      -  35 03 13.70595(N)    106 37 49.10571(W) AD(       ) 2
 FO1290  NGVD 29 (07/19/86) 1560.4    (m)         5119.     (f) VERT ANG       
 FO1290
 FO1290.Superseded values are not recommended for survey control.
 FO1290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1290.See file dsdata.txt to determine how the superseded data were derived.
 FO1290
 FO1290_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU5127080231(NAD 83)
 FO1290_MARKER: DD = SURVEY DISK
 FO1290_SETTING: 0 = UNSPECIFIED SETTING
 FO1290_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FO1290
 FO1290  HISTORY     - Date     Condition        Report By
 FO1290  HISTORY     - 1969     MONUMENTED       NM0030
 FO1290
 FO1290                          STATION DESCRIPTION
 FO1290
 FO1290'DESCRIBED BY CITY OF ALBUQUERQUE NEW MEXICO 1969 (LJU)
 FO1290'STATION IS LOCATED 1.8 MILES SOUTHEAST OF DOWNTOWN ALBUQUERQUE
 FO1290'ABOUT 0.5 MILES EAST OF INTERSTATE 25 ON THE EAST SIDE OF
 FO1290'KIRTLAND PARK.
 FO1290'
 FO1290'TO REACH STATION FROM THE INTERCHANGE AT I-025 AND MILES ROAD,
 FO1290'GO EAST ON MILES ROAD FOR 0.4 MILES TO MAPLE STREET, TURN
 FO1290'RIGHT, SOUTH, FOR 0.3 MILES TO SAN JOSE AVE. AND STATION.
 FO1290'
 FO1290'STATION MARK IS A BRASS CAP IN A CONCRETE BLOCK STAMPED CITY
 FO1290'OF ALBUQUERQUE ELEV. -- 1-M 15 AND IS LOCATED 100 FT SOUTH
 FO1290'OF SAN JOSE AVE. ON THE WEST SIDE OF MAPEL STREET, 0.5 FT
 FO1290'WEST OF THE CONCRETE CURB.
 FO1290'
 FO1290'K-15-S IS A BRASS CAP SET IN CONCRETE CYLINDER 200 FT WEST
 FO1290'OF UNIVERSITY BLVD. AND ABOUT 600 FT SOUTH OF PUBLIC SCHOOL
 FO1290'ADMINISTRATION BLDG. BENEATH THE EAST-WEST POWER LINE.
 FO1290'
 FO1290'STATION IS A USC AND GS DISK IN CONCRETE CYLINDER LOCATED
 FO1290'ON THE UPPER WEST SIDE OF THE UNIVERSITY FOOTBALL STADIUM AT
 FO1290'THE SOUTH AND OF LARGE LAND FILL, AND ALONG WEST SIDE OF THE
 FO1290'CONCRETE WALK.  MONUMENT IS FLUSH WITH GRASS AREA.
 FO1290'
 FO1290'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1237 ***********************************************************************
 FO1237  DESIGNATION -  1 M18
 FO1237  PID         -  FO1237
 FO1237  STATE/COUNTY-  NM/BERNALILLO
 FO1237  USGS QUAD   -  ALBUQUERQUE EAST (1990)
 FO1237
 FO1237                         *CURRENT SURVEY CONTROL
 FO1237  ___________________________________________________________________
 FO1237* NAD 83(1992)-  35 03 16.04709(N)    106 34 27.33572(W)     ADJUSTED  
 FO1237* NAVD 88     -      1628.7    (meters)    5343.     (feet)  VERTCON   
 FO1237  ___________________________________________________________________
 FO1237  LAPLACE CORR-           9.73  (seconds)                    DEFLEC99
 FO1237  GEOID HEIGHT-         -20.96  (meters)                     GEOID03
 FO1237
 FO1237  HORZ ORDER  -  SECOND
 FO1237
 FO1237.The horizontal coordinates were established by classical geodetic methods
 FO1237.and adjusted by the National Geodetic Survey in December 1993..
 FO1237
 FO1237.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1237.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1237
 FO1237.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1237
 FO1237.The geoid height was determined by GEOID03.
 FO1237
 FO1237;                    North         East     Units Scale Factor Converg.
 FO1237;SPC NM C     -   449,663.261   470,421.434   MT  0.99991078   -0 11 10.5
 FO1237;SPC NM C     - 1,475,270.22  1,543,374.32   sFT  0.99991078   -0 11 10.5
 FO1237;UTM  13      - 3,880,215.189   356,435.218   MT  0.99985402   -0 54 15.6
 FO1237
 FO1237!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1237!SPC NM C     -   0.99974770  x   0.99991078  =   0.99965850
 FO1237!UTM  13      -   0.99974770  x   0.99985402  =   0.99960176
 FO1237
 FO1237                          SUPERSEDED SURVEY CONTROL
 FO1237
 FO1237  NAD 83(1986)-  35 03 16.05275(N)    106 34 27.33675(W) AD(       ) 2
 FO1237  NAD 27      -  35 03 15.88163(N)    106 34 25.25113(W) AD(       ) 2
 FO1237  NGVD 29 (07/19/86) 1627.9    (m)         5341.     (f) VERT ANG       
 FO1237
 FO1237.Superseded values are not recommended for survey control.
 FO1237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1237.See file dsdata.txt to determine how the superseded data were derived.
 FO1237
 FO1237_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU5643580215(NAD 83)
 FO1237_MARKER: DD = SURVEY DISK
 FO1237_SETTING: 0 = UNSPECIFIED SETTING
 FO1237_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FO1237
 FO1237  HISTORY     - Date     Condition        Report By
 FO1237  HISTORY     - 1969     MONUMENTED       NM0030
 FO1237  HISTORY     - 20041222 GOOD             GEOCAC
 FO1237
 FO1237                          STATION DESCRIPTION
 FO1237
 FO1237'DESCRIBED BY CITY OF ALBUQUERQUE NEW MEXICO 1969 (LJU)
 FO1237'STATION IS LOCATED ABOUT 4.7 MILES S.E. OF DOWNTOWN ALBUQUERQUE,
 FO1237'1.5 MILES SOUTH OF U.S. HIGHWAY 66, ABOUT 0.6 MILES EAST
 FO1237'OF THE VETERANS HOSPITAL ON THE WEST SIDE OF LASSETTER PARK.
 FO1237'
 FO1237'TO REACH STATION FROM THE INTERSECTION OF GIBSON BLVD. AND
 FO1237'RIDGECREST DRIVE, GO S.E. ON RIDGECREST DRIVE, FROM THE
 FO1237'RIDGECREST ENTRANCE TO THE VETERANS HOSPITAL, FOR 0.7 MILES
 FO1237'TO DAKOTA ST. AND STATION.
 FO1237'
 FO1237'STATION MARK IS A BRASS CAP SET IN CONCRETE BLOCK AND STAMPED
 FO1237'CITY OF ALBUQUERQUE ELEV. -- 1-M 18 LOCATED 100 FT NORTH OF
 FO1237'THE CENTER LINE ON RIDGECREST DRIVE, 22 FT EAST OF THE CENTER
 FO1237'LINE OF DAKOTA, 2 FT EAST OF CONCRETE WALK ON EAST SIDE OF
 FO1237'DAKOTA.
 FO1237'
 FO1237'VETS IS A USC AND GS DISK LOCATED ON TOP OF THE ADMINISTRATION
 FO1237'BLDG. AT THE VETERANS HOSPITAL.
 FO1237'
 FO1237'BANK IS A USC AND GS DISK LOCATED ON TOP OF THE FIRST NATIONAL
 FO1237'BANK BLDG. AT CENTRAL AVE. AND SAN MATEO BLVD.
 FO1237'
 FO1237'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 FO1237
 FO1237                          STATION RECOVERY (2004)
 FO1237
 FO1237'RECOVERY NOTE BY GEOCACHING 2004 (BMC)
 FO1237'STATION RECOVERED IN GOOD CONDITION. LOCATION IS 2 IN. BELOW GROUND
 FO1237'LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0276 ***********************************************************************
 EQ0276  DESIGNATION -  1 S
 EQ0276  PID         -  EQ0276
 EQ0276  STATE/COUNTY-  NM/VALENCIA
 EQ0276  USGS QUAD   -  LOS LUNAS (1991)
 EQ0276
 EQ0276                         *CURRENT SURVEY CONTROL
 EQ0276  ___________________________________________________________________
 EQ0276* NAD 83(1986)-  34 48 25.     (N)    106 44 07.     (W)     SCALED    
 EQ0276* NAVD 88     -      1481.083  (meters)    4859.19   (feet)  ADJUSTED  
 EQ0276  ___________________________________________________________________
 EQ0276  GEOID HEIGHT-         -21.79  (meters)                     GEOID03
 EQ0276  DYNAMIC HT  -        1479.043 (meters)    4852.49  (feet)  COMP
 EQ0276  MODELED GRAV-     979,206.5   (mgal)                       NAVD 88
 EQ0276
 EQ0276  VERT ORDER  -  FIRST     CLASS II
 EQ0276
 EQ0276.The horizontal coordinates were scaled from a topographic map and have
 EQ0276.an estimated accuracy of +/- 6 seconds.
 EQ0276
 EQ0276.The orthometric height was determined by differential leveling
 EQ0276.and adjusted by the National Geodetic Survey in June 1991..
 EQ0276
 EQ0276.The geoid height was determined by GEOID03.
 EQ0276
 EQ0276.The dynamic height is computed by dividing the NAVD 88
 EQ0276.geopotential number by the normal gravity value computed on the
 EQ0276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0276.degrees latitude (g = 980.6199 gals.).
 EQ0276
 EQ0276.The modeled gravity was interpolated from observed gravity values.
 EQ0276
 EQ0276;                    North         East    Units  Estimated Accuracy
 EQ0276;SPC NM C     -   422,270.      455,600.      MT  (+/- 180 meters Scaled)
 EQ0276
 EQ0276                          SUPERSEDED SURVEY CONTROL
 EQ0276
 EQ0276  NGVD 29 (??/??/92) 1480.332  (m)         4856.72   (f) ADJ UNCH    1 2
 EQ0276
 EQ0276.Superseded values are not recommended for survey control.
 EQ0276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0276.See file dsdata.txt to determine how the superseded data were derived.
 EQ0276
 EQ0276_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU412530(NAD 83)
 EQ0276_MARKER: DD = SURVEY DISK
 EQ0276_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EQ0276_SP_SET: CONCRETE BASE
 EQ0276_STAMPING: 1 S 4857 1946
 EQ0276_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EQ0276
 EQ0276  HISTORY     - Date     Condition        Report By
 EQ0276  HISTORY     - 1946     MONUMENTED       USGS
 EQ0276  HISTORY     - 1951     GOOD             NGS
 EQ0276  HISTORY     - 1982     MARK NOT FOUND   NGS
 EQ0276
 EQ0276                          STATION DESCRIPTION
 EQ0276
 EQ0276'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 EQ0276'0.15 MI N FROM LOS LUNAS.
 EQ0276'0.15 MILE NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD FROM
 EQ0276'THE STATION AT LOS LUNAS, AT A STREET CROSSING, 15 FEET SOUTH OF THE
 EQ0276'CENTER LINE OF AN ASPHALT STREET, 8.5 FEET EAST OF THE EAST RAIL, 1.2
 EQ0276'FEET ABOVE THE GROUND, SET IN THE TOP OF THE SOUTHEAST CORNER OF THE
 EQ0276'CONCRETE BASE OF A RAILROAD WARNING SIGNAL LIGHT.
 EQ0276
 EQ0276                          STATION RECOVERY (1982)
 EQ0276
 EQ0276'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 EQ0276'THERE IS NO LONGER A WARNING SIGNAL CONCRETE BASE AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0165 ***********************************************************************
 GN0165  DESIGNATION -  10 D
 GN0165  PID         -  GN0165
 GN0165  STATE/COUNTY-  NM/RIO ARRIBA
 GN0165  USGS QUAD   -  ABIQUIU (1995)
 GN0165
 GN0165                         *CURRENT SURVEY CONTROL
 GN0165  ___________________________________________________________________
 GN0165* NAD 83(1986)-  36 12 34.     (N)    106 17 27.     (W)     SCALED    
 GN0165* NAVD 88     -      1822.174  (meters)    5978.25   (feet)  ADJUSTED  
 GN0165  ___________________________________________________________________
 GN0165  GEOID HEIGHT-         -18.79  (meters)                     GEOID03
 GN0165  DYNAMIC HT  -        1819.743 (meters)    5970.27  (feet)  COMP
 GN0165  MODELED GRAV-     979,234.4   (mgal)                       NAVD 88
 GN0165
 GN0165  VERT ORDER  -  SECOND    CLASS 0
 GN0165
 GN0165.The horizontal coordinates were scaled from a topographic map and have
 GN0165.an estimated accuracy of +/- 6 seconds.
 GN0165
 GN0165.The orthometric height was determined by differential leveling
 GN0165.and adjusted by the National Geodetic Survey in June 1991..
 GN0165
 GN0165.The geoid height was determined by GEOID03.
 GN0165
 GN0165.The dynamic height is computed by dividing the NAVD 88
 GN0165.geopotential number by the normal gravity value computed on the
 GN0165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GN0165.degrees latitude (g = 980.6199 gals.).
 GN0165
 GN0165.The modeled gravity was interpolated from observed gravity values.
 GN0165
 GN0165;                    North         East    Units  Estimated Accuracy
 GN0165;SPC NM C     -   577,750.      496,330.      MT  (+/- 180 meters Scaled)
 GN0165
 GN0165                          SUPERSEDED SURVEY CONTROL
 GN0165
 GN0165  NGVD 29 (??/??/92) 1821.115  (m)         5974.77   (f) ADJ UNCH    2 0
 GN0165
 GN0165.Superseded values are not recommended for survey control.
 GN0165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0165.See file dsdata.txt to determine how the superseded data were derived.
 GN0165
 GN0165_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCA839079(NAD 83)
 GN0165_MARKER: DD = SURVEY DISK
 GN0165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GN0165_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GN0165_STAMPING: 10-D 1934
 GN0165_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GN0165+STABILITY: SURFACE MOTION
 GN0165
 GN0165  HISTORY     - Date     Condition        Report By
 GN0165  HISTORY     - 1934     MONUMENTED       USGS
 GN0165  HISTORY     - 1934     GOOD             NGS
 GN0165  HISTORY     - 1951     GOOD             DOD
 GN0165
 GN0165                          STATION DESCRIPTION
 GN0165
 GN0165'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GN0165'1.6 MI SE FROM ABIQUIU.
 GN0165'1.6 MI SOUTHEAST ON STATE HWY NO. 2.  ON THE TOP OF A KNOLL WHICH IS
 GN0165'SOUTH OF AN OLD RUIN, 118 FEET SOUTH OF AN OLD ADOBE HOUSE RUINS, 65
 GN0165'FEET SOUTH OF AN OLD HIGHWAY, AND 64 FEET NORTH OF THE CENTERLINE OF
 GN0165'THE HIGHWAY, ABOUT 74 FEET SOUTH OF A 4-STRAND WIRE FENCE.
 GN0165
 GN0165                          STATION RECOVERY (1951)
 GN0165
 GN0165'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1951
 GN0165'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1074 ***********************************************************************
 CX1074  DESIGNATION -  10 F
 CX1074  PID         -  CX1074
 CX1074  STATE/COUNTY-  NM/LUNA
 CX1074  USGS QUAD   -  DEMING EAST (1965)
 CX1074
 CX1074                         *CURRENT SURVEY CONTROL
 CX1074  ___________________________________________________________________
 CX1074* NAD 83(1986)-  32 15 19.     (N)    107 44 00.     (W)     SCALED    
 CX1074* NAVD 88     -      1313.336  (meters)    4308.84   (feet)  POSTED    
 CX1074  ___________________________________________________________________
 CX1074  GEOID HEIGHT-         -24.59  (meters)                     GEOID03
 CX1074  DYNAMIC HT  -        1311.350 (meters)    4302.32  (feet)  COMP
 CX1074  MODELED GRAV-     979,078.9   (mgal)                       NAVD 88
 CX1074
 CX1074  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 CX1074
 CX1074.This mark is at Deming Airport (DMN)
 CX1074
 CX1074.The horizontal coordinates were scaled from a topographic map and have
 CX1074.an estimated accuracy of +/- 6 seconds.
 CX1074
 CX1074.The orthometric height was determined by differential leveling
 CX1074.and adjusted by the National Geodetic Survey in 1992..
 CX1074.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 CX1074.rate of 2.1 thru 3.0 mm/km.
 CX1074
 CX1074.The geoid height was determined by GEOID03.
 CX1074
 CX1074.The dynamic height is computed by dividing the NAVD 88
 CX1074.geopotential number by the normal gravity value computed on the
 CX1074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX1074.degrees latitude (g = 980.6199 gals.).
 CX1074
 CX1074.The modeled gravity was interpolated from observed gravity values.
 CX1074
 CX1074;                    North         East    Units  Estimated Accuracy
 CX1074;SPC NM W     -   139,180.      839,420.      MT  (+/- 180 meters Scaled)
 CX1074
 CX1074                          SUPERSEDED SURVEY CONTROL
 CX1074
 CX1074  NGVD 29 (??/??/92) 1312.732  (m)         4306.85   (f) ADJ UNCH    2 0
 CX1074
 CX1074.Superseded values are not recommended for survey control.
 CX1074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1074.See file dsdata.txt to determine how the superseded data were derived.
 CX1074
 CX1074_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBR424720(NAD 83)
 CX1074_MARKER: S = SPIKE
 CX1074_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CX1074_SP_SET: RUNWAY
 CX1074_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX1074
 CX1074  HISTORY     - Date     Condition        Report By
 CX1074  HISTORY     - UNK      MONUMENTED       CGS
 CX1074  HISTORY     - 1945     GOOD             NGS
 CX1074
 CX1074                          STATION DESCRIPTION
 CX1074
 CX1074'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 CX1074'3.8 MI SE FROM DEMING.
 CX1074'3.8 MILES SOUTHEAST TO THE POST HEADQUARTERS D.A.A.F. AT THE DEMING
 CX1074'ARMY AIR FIELD, AT THE SOUTHWEST END (4) OF THE NORTHEAST-SOUTHWEST
 CX1074'RUNWAY, HALFWAY BETWEEN THE TWO MIDDLE BORDER LIGHTS AND 18 FEET
 CX1074'NORTHEAST, A RAILROAD SPIKE DRIVEN FLUSH WITH THE RUNWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0834 ***********************************************************************
 CW0834  DESIGNATION -  10 WR
 CW0834  PID         -  CW0834
 CW0834  STATE/COUNTY-  NM/CHAVES
 CW0834  USGS QUAD   -  ENCINO DRAW (1978)
 CW0834
 CW0834                         *CURRENT SURVEY CONTROL
 CW0834  ___________________________________________________________________
 CW0834* NAD 83(1992)-  32 44 30.52769(N)    104 52 34.05060(W)     ADJUSTED  
 CW0834* NAVD 88     -      1410.6    (meters)    4628.     (feet)  VERTCON   
 CW0834  ___________________________________________________________________
 CW0834  LAPLACE CORR-          -4.84  (seconds)                    DEFLEC99
 CW0834  GEOID HEIGHT-         -22.14  (meters)                     GEOID03
 CW0834
 CW0834  HORZ ORDER  -  THIRD
 CW0834  VERT ORDER  -  THIRD ? (See Below)
 CW0834
 CW0834.The horizontal coordinates were established by classical geodetic methods
 CW0834.and adjusted by the National Geodetic Survey in December 1993..
 CW0834
 CW0834.The NAVD 88 height was computed by applying the VERTCON shift value to
 CW0834.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CW0834.The vertical order pertains to the NGVD 29 superseded value.
 CW0834
 CW0834.The Laplace correction was computed from DEFLEC99 derived deflections.
 CW0834
 CW0834.The geoid height was determined by GEOID03.
 CW0834
 CW0834;                    North         East     Units Scale Factor Converg.
 CW0834;SPC NM E     -   193,253.014   114,131.439   MT  0.99994099   -0 17 36.9
 CW0834;SPC NM E     -   634,030.93    374,446.23   sFT  0.99994099   -0 17 36.9
 CW0834;SPC NM C     -   193,955.961   628,757.950   MT  1.00010436   +0 44 35.4
 CW0834;SPC NM C     -   636,337.18  2,062,850.04   sFT  1.00010436   +0 44 35.4
 CW0834;UTM  13      - 3,622,671.713   511,605.461   MT  0.99960166   +0 04 01.2
 CW0834
 CW0834!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CW0834!SPC NM E     -   0.99978205  x   0.99994099  =   0.99972305
 CW0834!SPC NM C     -   0.99978205  x   1.00010436  =   0.99988638
 CW0834!UTM  13      -   0.99978205  x   0.99960166  =   0.99938379
 CW0834
 CW0834:                Primary Azimuth Mark                     Grid Az
 CW0834:SPC NM E     -  PENASCO                                  311 49 38.3
 CW0834:SPC NM C     -  PENASCO                                  310 47 26.0
 CW0834:UTM  13      -  PENASCO                                  311 28 00.2
 CW0834
 CW0834|---------------------------------------------------------------------|
 CW0834| PID    Reference Object                     Distance      Geod. Az  |
 CW0834|                                                           dddmmss.s |
 CW0834| CW0839 PENASCO                             APPROX. 8.4 KM 3113201.4 |
 CW0834|---------------------------------------------------------------------|
 CW0834
 CW0834                          SUPERSEDED SURVEY CONTROL
 CW0834
 CW0834  NAD 83(1986)-  32 44 30.53427(N)    104 52 34.04700(W) AD(       ) 3
 CW0834  NAD 27      -  32 44 30.15046(N)    104 52 32.15166(W) AD(       ) 3
 CW0834  NGVD 29 (07/19/86) 1410.1    (m)         4626.     (f) LEVELING    3  
 CW0834
 CW0834.Superseded values are not recommended for survey control.
 CW0834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0834.See file dsdata.txt to determine how the superseded data were derived.
 CW0834
 CW0834_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES1160522672(NAD 83)
 CW0834_MARKER: DB = BENCH MARK DISK
 CW0834_SETTING: 0 = UNSPECIFIED SETTING
 CW0834_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CW0834
 CW0834  HISTORY     - Date     Condition        Report By
 CW0834  HISTORY     - 1960     MONUMENTED       USGS
 CW0834
 CW0834                          STATION DESCRIPTION
 CW0834
 CW0834'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 CW0834'STATION LOCATED ABOUT 5.0 MI. (AIRLINE) S. AND 8.5 MI. W. OF HOPE,
 CW0834'NEW MEXICO, 555 FT. N. AND 41 FT. HIGHER THAN GLO SECTION CORNER
 CW0834'T 18 N, R 20 E, SECS. 14, 15, 22, AND 23, 370 FT. N. OF CENTER OF
 CW0834'RD., ON THE SUMMIT OF A ROUND BALD HILL.
 CW0834'
 CW0834'STATION IS BEST REACHED FROM POST OFFICE IN HOPE, NEW MEXICO, BY
 CW0834'DRIVING W. 0.3 MI. TO T-JUNCTION S.  TURN LEFT (S.) FROM STATE HIGHWAY
 CW0834'83 TO STATE HIGHWAY 449 S. AND DRIVE 2.8 MI. TO T-JUNCTION W.  TURN
 CW0834'RIGHT (W.) AND DRIVE 9.1 MI. ON GRADED RD.  AT THIS POINT, TURN N. AND
 CW0834'DRIVE ACROSS COUNTRY 370 FT. TO HIGHEST POINT OF HILL AND STATION.
 CW0834'
 CW0834'STATION MARK--STANDARD BENCH MARK TABLET CEMENTED IN LIMESTONE OUTCROP
 CW0834'FLUSH WITH GROUND, STAMPED ---10 WR 1960---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0009 ***********************************************************************
 DR0009  DESIGNATION -  10 X 2
 DR0009  PID         -  DR0009
 DR0009  STATE/COUNTY-  NM/CHAVES
 DR0009  USGS QUAD   -  ELKINS (1982)
 DR0009
 DR0009                         *CURRENT SURVEY CONTROL
 DR0009  ___________________________________________________________________
 DR0009* NAD 83(1986)-  33 41 13.     (N)    104 04 29.     (W)     SCALED    
 DR0009* NAVD 88     -      1222.832  (meters)    4011.91   (feet)  ADJUSTED  
 DR0009  ___________________________________________________________________
 DR0009  GEOID HEIGHT-         -23.15  (meters)                     GEOID03
 DR0009  DYNAMIC HT  -        1221.180 (meters)    4006.49  (feet)  COMP
 DR0009  MODELED GRAV-     979,243.1   (mgal)                       NAVD 88
 DR0009
 DR0009  VERT ORDER  -  FIRST     CLASS II
 DR0009
 DR0009.The horizontal coordinates were scaled from a topographic map and have
 DR0009.an estimated accuracy of +/- 6 seconds.
 DR0009
 DR0009.The orthometric height was determined by differential leveling
 DR0009.and adjusted by the National Geodetic Survey in June 1991..
 DR0009
 DR0009.The geoid height was determined by GEOID03.
 DR0009
 DR0009.The dynamic height is computed by dividing the NAVD 88
 DR0009.geopotential number by the normal gravity value computed on the
 DR0009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0009.degrees latitude (g = 980.6199 gals.).
 DR0009
 DR0009.The modeled gravity was interpolated from observed gravity values.
 DR0009
 DR0009;                    North         East    Units  Estimated Accuracy
 DR0009;SPC NM E     -   297,970.      188,980.      MT  (+/- 180 meters Scaled)
 DR0009
 DR0009                          SUPERSEDED SURVEY CONTROL
 DR0009
 DR0009  NGVD 29 (??/??/92) 1222.235  (m)         4009.95   (f) ADJ UNCH    1 2
 DR0009
 DR0009.Superseded values are not recommended for survey control.
 DR0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0009.See file dsdata.txt to determine how the superseded data were derived.
 DR0009
 DR0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SET857278(NAD 83)
 DR0009_MARKER: DD = SURVEY DISK
 DR0009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR0009_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DR0009_STAMPING: 10 X 2
 DR0009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR0009+STABILITY: SURFACE MOTION
 DR0009
 DR0009  HISTORY     - Date     Condition        Report By
 DR0009  HISTORY     - UNK      MONUMENTED       DOD
 DR0009  HISTORY     - 1961     GOOD             NGS
 DR0009
 DR0009                          STATION DESCRIPTION
 DR0009
 DR0009'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 DR0009'1.15 MI SW FROM ELKINS.
 DR0009'0.85 MILE SOUTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 DR0009'FROM THE STATION AT ELKINS, THENCE 0.3 MILE NORTH ALONG SITE 10 ROAD,
 DR0009'96.0 FEET WEST OF THE CENTERLINE OF SITE ROAD, 84.0 FEET SOUTH OF
 DR0009'SECURITY FENCE, 69.0 FEET NORTH OF BL-4 (U.S.A.C. OF E.) BENCH MARK,
 DR0009'SET IN TOP OF A SQUARE CONCRETE POST PROJECTING 6 INCHES ABOVE THE
 DR0009'GROUND AND ABOUT 1 FOOT LOWER THAN SITE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0060 ***********************************************************************
 DR0060  DESIGNATION -  1000.00
 DR0060  PID         -  DR0060
 DR0060  STATE/COUNTY-  NM/CHAVES
 DR0060  USGS QUAD   -  ACME (1982)
 DR0060
 DR0060                         *CURRENT SURVEY CONTROL
 DR0060  ___________________________________________________________________
 DR0060* NAD 83(1986)-  33 35 52.     (N)    104 20 27.     (W)     SCALED    
 DR0060* NAVD 88     -      1115.803  (meters)    3660.76   (feet)  ADJUSTED  
 DR0060  ___________________________________________________________________
 DR0060  GEOID HEIGHT-         -23.24  (meters)                     GEOID03
 DR0060  DYNAMIC HT  -        1114.312 (meters)    3655.87  (feet)  COMP
 DR0060  MODELED GRAV-     979,261.6   (mgal)                       NAVD 88
 DR0060
 DR0060  VERT ORDER  -  FIRST     CLASS II
 DR0060
 DR0060.The horizontal coordinates were scaled from a topographic map and have
 DR0060.an estimated accuracy of +/- 6 seconds.
 DR0060
 DR0060.The orthometric height was determined by differential leveling
 DR0060.and adjusted by the National Geodetic Survey in June 1991..
 DR0060
 DR0060.The geoid height was determined by GEOID03.
 DR0060
 DR0060.The dynamic height is computed by dividing the NAVD 88
 DR0060.geopotential number by the normal gravity value computed on the
 DR0060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0060.degrees latitude (g = 980.6199 gals.).
 DR0060
 DR0060.The modeled gravity was interpolated from observed gravity values.
 DR0060
 DR0060;                    North         East    Units  Estimated Accuracy
 DR0060;SPC NM E     -   288,050.      164,300.      MT  (+/- 180 meters Scaled)
 DR0060
 DR0060                          SUPERSEDED SURVEY CONTROL
 DR0060
 DR0060  NGVD 29 (??/??/92) 1115.266  (m)         3659.00   (f) ADJ UNCH    1 2
 DR0060
 DR0060.Superseded values are not recommended for survey control.
 DR0060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0060.See file dsdata.txt to determine how the superseded data were derived.
 DR0060
 DR0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SET611177(NAD 83)
 DR0060_MARKER: DD = SURVEY DISK
 DR0060_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DR0060_SP_SET: APRON
 DR0060_STAMPING: 1000.00
 DR0060_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR0060
 DR0060  HISTORY     - Date     Condition        Report By
 DR0060  HISTORY     - UNK      MONUMENTED       DOD
 DR0060  HISTORY     - 1961     GOOD             NGS
 DR0060
 DR0060                          STATION DESCRIPTION
 DR0060
 DR0060'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 DR0060'0.85 MI SE FROM ACME.
 DR0060'0.6 MILE SOUTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 DR0060'FROM THE STATION AT ACME, THENCE 0.25 MILE NORTH ALONG A GRAVEL ROAD,
 DR0060'27 FEET NORTHWEST OF DISK L1D2, 21 FEET SOUTHEAST OF DISK L1C2, 0.8
 DR0060'FOOT SOUTHWEST OF THE EDGE AND SET FLUSH IN CONCRETE APRON SURROUNDING
 DR0060'SILO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0146 ***********************************************************************
 DR0146  DESIGNATION -  1000.000
 DR0146  PID         -  DR0146
 DR0146  STATE/COUNTY-  NM/CHAVES
 DR0146  USGS QUAD   -  HAGERMAN (1975)
 DR0146
 DR0146                         *CURRENT SURVEY CONTROL
 DR0146  ___________________________________________________________________
 DR0146* NAD 83(1986)-  33 00 16.     (N)    104 20 33.     (W)     SCALED    
 DR0146* NAVD 88     -      1031.105  (meters)    3382.88   (feet)  ADJUSTED  
 DR0146  ___________________________________________________________________
 DR0146  GEOID HEIGHT-         -23.11  (meters)                     GEOID03
 DR0146  DYNAMIC HT  -        1029.689 (meters)    3378.24  (feet)  COMP
 DR0146  MODELED GRAV-     979,229.8   (mgal)                       NAVD 88
 DR0146
 DR0146  VERT ORDER  -  SECOND    CLASS 0
 DR0146
 DR0146.The horizontal coordinates were scaled from a topographic map and have
 DR0146.an estimated accuracy of +/- 6 seconds.
 DR0146
 DR0146.The orthometric height was determined by differential leveling
 DR0146.and adjusted by the National Geodetic Survey in June 1991..
 DR0146
 DR0146.The geoid height was determined by GEOID03.
 DR0146
 DR0146.The dynamic height is computed by dividing the NAVD 88
 DR0146.geopotential number by the normal gravity value computed on the
 DR0146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0146.degrees latitude (g = 980.6199 gals.).
 DR0146
 DR0146.The modeled gravity was interpolated from observed gravity values.
 DR0146
 DR0146;                    North         East    Units  Estimated Accuracy
 DR0146;SPC NM E     -   222,250.      164,140.      MT  (+/- 180 meters Scaled)
 DR0146
 DR0146                          SUPERSEDED SURVEY CONTROL
 DR0146
 DR0146  NGVD 29 (??/??/92) 1030.573  (m)         3381.14   (f) ADJ UNCH    2 0
 DR0146
 DR0146.Superseded values are not recommended for survey control.
 DR0146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0146.See file dsdata.txt to determine how the superseded data were derived.
 DR0146
 DR0146_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES614519(NAD 83)
 DR0146_MARKER: DD = SURVEY DISK
 DR0146_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DR0146_SP_SET: APRON
 DR0146_STAMPING: 1000.000
 DR0146_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR0146
 DR0146  HISTORY     - Date     Condition        Report By
 DR0146  HISTORY     - UNK      MONUMENTED       DOD
 DR0146  HISTORY     - 1961     GOOD             NGS
 DR0146
 DR0146                          STATION DESCRIPTION
 DR0146
 DR0146'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 DR0146'2.15 MI E FROM LAKE ARTHUR.
 DR0146'0.4 MILE NORTH ALONG A PAVED ROAD FROM THE POST OFFICE AT LAKE ARTHUR,
 DR0146'THENCE 1.45 MILES EAST ALONG A PAVED ROAD, THENCE 0.3 MILE NORTH ALONG
 DR0146'PAVED ROAD, 27 FEET NORTHWEST OF L5D2 DISK, 21 FEET SOUTHEAST OF L5C2
 DR0146'DISK, 8 INCHES SOUTHWEST OF EDGE AND SET IN CONCRETE APRON SURROUNDING
 DR0146'THE SILO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0258 ***********************************************************************
 DR0258  DESIGNATION -  1000.000
 DR0258  PID         -  DR0258
 DR0258  STATE/COUNTY-  NM/CHAVES
 DR0258  USGS QUAD   -  L-E RANCH (1975)
 DR0258
 DR0258                         *CURRENT SURVEY CONTROL
 DR0258  ___________________________________________________________________
 DR0258* NAD 83(1986)-  33 25 34.     (N)    104 11 13.     (W)     SCALED    
 DR0258* NAVD 88     -      1175.421  (meters)    3856.36   (feet)  POSTED    
 DR0258  ___________________________________________________________________
 DR0258  GEOID HEIGHT-         -23.20  (meters)                     GEOID03
 DR0258  DYNAMIC HT  -        1173.810 (meters)    3851.07  (feet)  COMP
 DR0258  MODELED GRAV-     979,225.3   (mgal)                       NAVD 88
 DR0258
 DR0258  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 DR0258
 DR0258.The horizontal coordinates were scaled from a topographic map and have
 DR0258.an estimated accuracy of +/- 6 seconds.
 DR0258
 DR0258.The orthometric height was determined by differential leveling
 DR0258.and adjusted by the National Geodetic Survey in 1992..
 DR0258.No vertical observational check was made to the station.
 DR0258.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 DR0258.was located on a no-check spur therefore a value was not computed.
 DR0258
 DR0258.The geoid height was determined by GEOID03.
 DR0258
 DR0258.The dynamic height is computed by dividing the NAVD 88
 DR0258.geopotential number by the normal gravity value computed on the
 DR0258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0258.degrees latitude (g = 980.6199 gals.).
 DR0258
 DR0258.The modeled gravity was interpolated from observed gravity values.
 DR0258
 DR0258;                    North         East    Units  Estimated Accuracy
 DR0258;SPC NM E     -   269,020.      178,610.      MT  (+/- 180 meters Scaled)
 DR0258
 DR0258                          SUPERSEDED SURVEY CONTROL
 DR0258
 DR0258  NGVD 29 (??/??/92) 1174.919  (m)         3854.71   (f) ADJ UNCH    2 0
 DR0258
 DR0258.Superseded values are not recommended for survey control.
 DR0258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0258.See file dsdata.txt to determine how the superseded data were derived.
 DR0258
 DR0258_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES755988(NAD 83)
 DR0258_MARKER: DD = SURVEY DISK
 DR0258_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DR0258_SP_SET: APRON
 DR0258_STAMPING: 1000.000
 DR0258_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR0258
 DR0258  HISTORY     - Date     Condition        Report By
 DR0258  HISTORY     - UNK      MONUMENTED       DOD
 DR0258  HISTORY     - 1961     GOOD             NGS
 DR0258
 DR0258                          STATION DESCRIPTION
 DR0258
 DR0258'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 DR0258'21.55 MI E FROM ROSWELL.
 DR0258'0.15 MILE SOUTH ALONG SOUTH MAIN STREET FROM THE COURTHOUSE AT
 DR0258'ROSWELL, THENCE 21.1 MILES EAST ALONG U.S. HIGHWAY 380, THENCE 0.3
 DR0258'MILE NORTH ALONG GRAVEL ROAD TO THE NORTHEAST SIDE OF THE SILO, 27
 DR0258'FEET NORTHWEST OF DISK STAMPED L11D2, 21 FEET SOUTHEAST OF DISK
 DR0258'STAMPED L11C2, 3 INCHES SOUTHWEST OF EDGE OF CONCRETE APRON AROUND
 DR0258'SILO, SET IN DRILLHOLE IN CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0012 ***********************************************************************
 DR0012  DESIGNATION -  1000.001
 DR0012  PID         -  DR0012
 DR0012  STATE/COUNTY-  NM/CHAVES
 DR0012  USGS QUAD   -  ELKINS (1982)
 DR0012
 DR0012                         *CURRENT SURVEY CONTROL
 DR0012  ___________________________________________________________________
 DR0012* NAD 83(1986)-  33 41 16.     (N)    104 04 31.     (W)     SCALED    
 DR0012* NAVD 88     -      1223.591  (meters)    4014.40   (feet)  ADJUSTED  
 DR0012  ___________________________________________________________________
 DR0012  GEOID HEIGHT-         -23.15  (meters)                     GEOID03
 DR0012  DYNAMIC HT  -        1221.938 (meters)    4008.97  (feet)  COMP
 DR0012  MODELED GRAV-     979,243.2   (mgal)                       NAVD 88
 DR0012
 DR0012  VERT ORDER  -  FIRST     CLASS II
 DR0012
 DR0012.The horizontal coordinates were scaled from a topographic map and have
 DR0012.an estimated accuracy of +/- 6 seconds.
 DR0012
 DR0012.The orthometric height was determined by differential leveling
 DR0012.and adjusted by the National Geodetic Survey in June 1991..
 DR0012
 DR0012.The geoid height was determined by GEOID03.
 DR0012
 DR0012.The dynamic height is computed by dividing the NAVD 88
 DR0012.geopotential number by the normal gravity value computed on the
 DR0012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0012.degrees latitude (g = 980.6199 gals.).
 DR0012
 DR0012.The modeled gravity was interpolated from observed gravity values.
 DR0012
 DR0012;                    North         East    Units  Estimated Accuracy
 DR0012;SPC NM E     -   298,060.      188,930.      MT  (+/- 180 meters Scaled)
 DR0012
 DR0012                          SUPERSEDED SURVEY CONTROL
 DR0012
 DR0012  NGVD 29 (??/??/92) 1222.994  (m)         4012.44   (f) ADJ UNCH    1 2
 DR0012
 DR0012.Superseded values are not recommended for survey control.
 DR0012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0012.See file dsdata.txt to determine how the superseded data were derived.
 DR0012
 DR0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SET857279(NAD 83)
 DR0012_MARKER: DD = SURVEY DISK
 DR0012_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DR0012_SP_SET: APRON
 DR0012_STAMPING: 1000.00
 DR0012_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR0012
 DR0012  HISTORY     - Date     Condition        Report By
 DR0012  HISTORY     - UNK      MONUMENTED       DOD
 DR0012  HISTORY     - 1961     GOOD             NGS
 DR0012
 DR0012                          STATION DESCRIPTION
 DR0012
 DR0012'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 DR0012'1.2 MI SW FROM ELKINS.
 DR0012'0.85 MILE SOUTHWEST ALONG U.S. HIGHWAY 70 FROM THE RAILROAD STATION AT
 DR0012'ELKINS, THENCE 0.35 MILE NORTH ALONG A GRAVEL ROAD, 27 FEET NORTHWEST
 DR0012'OF DISK L10D2, 21 FEET SOUTHEAST OF DISK L10C2, 8 INCHES SOUTHWEST OF
 DR0012'EDGE OF SILO SET IN CONCRETE APRON SURROUNDING SILO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0532 ***********************************************************************
 DR0532  DESIGNATION -  1000.001
 DR0532  PID         -  DR0532
 DR0532  STATE/COUNTY-  NM/LINCOLN
 DR0532  USGS QUAD   -  SUNSET (1988)
 DR0532
 DR0532                         *CURRENT SURVEY CONTROL
 DR0532  ___________________________________________________________________
 DR0532* NAD 83(1986)-  33 21 22.     (N)    105 02 08.     (W)     SCALED    
 DR0532* NAVD 88     -      1565.433  (meters)    5135.92   (feet)  ADJUSTED  
 DR0532  ___________________________________________________________________
 DR0532  GEOID HEIGHT-         -21.88  (meters)                     GEOID03
 DR0532  DYNAMIC HT  -        1563.160 (meters)    5128.47  (feet)  COMP
 DR0532  MODELED GRAV-     979,129.5   (mgal)                       NAVD 88
 DR0532
 DR0532  VERT ORDER  -  FIRST     CLASS II
 DR0532
 DR0532.The horizontal coordinates were scaled from a topographic map and have
 DR0532.an estimated accuracy of +/- 6 seconds.
 DR0532
 DR0532.The orthometric height was determined by differential leveling
 DR0532.and adjusted by the National Geodetic Survey in October 1996..
 DR0532
 DR0532.The geoid height was determined by GEOID03.
 DR0532
 DR0532.The dynamic height is computed by dividing the NAVD 88
 DR0532.geopotential number by the normal gravity value computed on the
 DR0532.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0532.degrees latitude (g = 980.6199 gals.).
 DR0532
 DR0532.The modeled gravity was interpolated from observed gravity values.
 DR0532
 DR0532;                    North         East    Units  Estimated Accuracy
 DR0532;SPC NM C     -   261,900.      613,030.      MT  (+/- 180 meters Scaled)
 DR0532
 DR0532                          SUPERSEDED SURVEY CONTROL
 DR0532
 DR0532  NGVD 29 (??/??/92) 1564.790  (m)         5133.82   (f) ADJ UNCH    1 2
 DR0532
 DR0532.Superseded values are not recommended for survey control.
 DR0532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0532.See file dsdata.txt to determine how the superseded data were derived.
 DR0532
 DR0532_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDS966907(NAD 83)
 DR0532_MARKER: DD = SURVEY DISK
 DR0532_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DR0532_SP_SET: APRON
 DR0532_STAMPING: 1000.001
 DR0532_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR0532
 DR0532  HISTORY     - Date     Condition        Report By
 DR0532  HISTORY     - UNK      MONUMENTED       USE
 DR0532  HISTORY     - 1961     GOOD             NGS
 DR0532
 DR0532                          STATION DESCRIPTION
 DR0532
 DR0532'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 DR0532'2.8 MI E FROM RIVERSIDE.
 DR0532'2.5 MILES EAST ALONG U.S. HIGHWAYS 70 AND 380 FROM THE CHEVRON GAS
 DR0532'STATION AT RIVERSIDE, THENCE 0.3 MILE NORTH ALONG A GRAVEL ROAD, 27
 DR0532'FEET NORTHWEST OF DISK L6D2, 21 FEET SOUTHEAST OF DISK L6C2, 1.0 FOOT
 DR0532'SOUTHWEST OF THE EDGE OF SILO, SET FLUSH IN CONCRETE APRON SURROUNDING
 DR0532'SILO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0828 ***********************************************************************
 DR0828  DESIGNATION -  1000.001
 DR0828  PID         -  DR0828
 DR0828  STATE/COUNTY-  NM/CHAVES
 DR0828  USGS QUAD   -  KING CAMP (1975)
 DR0828
 DR0828                         *CURRENT SURVEY CONTROL
 DR0828  ___________________________________________________________________
 DR0828* NAD 83(1986)-  33 04 20.     (N)    104 07 12.     (W)     SCALED    
 DR0828* NAVD 88     -      1100.918  (meters)    3611.93   (feet)  ADJUSTED  
 DR0828  ___________________________________________________________________
 DR0828  GEOID HEIGHT-         -22.83  (meters)                     GEOID03
 DR0828  DYNAMIC HT  -        1099.414 (meters)    3606.99  (feet)  COMP
 DR0828  MODELED GRAV-     979,233.3   (mgal)                       NAVD 88
 DR0828
 DR0828  VERT ORDER  -  SECOND    CLASS 0
 DR0828
 DR0828.The horizontal coordinates were scaled from a topographic map and have
 DR0828.an estimated accuracy of +/- 6 seconds.
 DR0828
 DR0828.The orthometric height was determined by differential leveling
 DR0828.and adjusted by the National Geodetic Survey in June 1991..
 DR0828
 DR0828.The geoid height was determined by GEOID03.
 DR0828
 DR0828.The dynamic height is computed by dividing the NAVD 88
 DR0828.geopotential number by the normal gravity value computed on the
 DR0828.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0828.degrees latitude (g = 980.6199 gals.).
 DR0828
 DR0828.The modeled gravity was interpolated from observed gravity values.
 DR0828
 DR0828;                    North         East    Units  Estimated Accuracy
 DR0828;SPC NM E     -   229,780.      184,920.      MT  (+/- 180 meters Scaled)
 DR0828
 DR0828                          SUPERSEDED SURVEY CONTROL
 DR0828
 DR0828  NGVD 29 (??/??/92) 1100.459  (m)         3610.42   (f) ADJ UNCH    2 0
 DR0828
 DR0828.Superseded values are not recommended for survey control.
 DR0828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0828.See file dsdata.txt to determine how the superseded data were derived.
 DR0828
 DR0828_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES821596(NAD 83)
 DR0828_MARKER: DD = SURVEY DISK
 DR0828_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DR0828_SP_SET: APRON
 DR0828_STAMPING: 1000.001
 DR0828_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR0828
 DR0828  HISTORY     - Date     Condition        Report By
 DR0828  HISTORY     - UNK      MONUMENTED       USE
 DR0828  HISTORY     - 1961     GOOD             NGS
 DR0828
 DR0828                          STATION DESCRIPTION
 DR0828
 DR0828'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 DR0828'13.45 MI E FROM HAGERMAN.
 DR0828'13.2 MILES EAST ALONG STATE HIGHWAY 31 FROM THE POST OFFICE AT
 DR0828'HAGERMAN, THENCE 0.25 MILE SOUTH ALONG A GRAVEL ROAD TO THE NORTHEAST
 DR0828'SIDE OF THE SILO, 27 FEET NORTHWEST OF DISK L3D221, 21 FEET SOUTHEAST
 DR0828'OF DISK L3C2, 8 INCHES SOUTHWEST OF THE EDGE AND SET IN CONCRETE APRON
 DR0828'AROUND SILO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0451 ***********************************************************************
 DR0451  DESIGNATION -  1000.002
 DR0451  PID         -  DR0451
 DR0451  STATE/COUNTY-  NM/CHAVES
 DR0451  USGS QUAD   -  MARLEY DRAW (1962)
 DR0451
 DR0451                         *CURRENT SURVEY CONTROL
 DR0451  ___________________________________________________________________
 DR0451* NAD 83(1986)-  33 43 49.     (N)    104 34 03.     (W)     SCALED    
 DR0451* NAVD 88     -      1205.740  (meters)    3955.83   (feet)  ADJUSTED  
 DR0451  ___________________________________________________________________
 DR0451  GEOID HEIGHT-         -23.28  (meters)                     GEOID03
 DR0451  DYNAMIC HT  -        1204.091 (meters)    3950.42  (feet)  COMP
 DR0451  MODELED GRAV-     979,228.2   (mgal)                       NAVD 88
 DR0451
 DR0451  VERT ORDER  -  SECOND    CLASS 0
 DR0451
 DR0451.The horizontal coordinates were scaled from a topographic map and have
 DR0451.an estimated accuracy of +/- 6 seconds.
 DR0451
 DR0451.The orthometric height was determined by differential leveling
 DR0451.and adjusted by the National Geodetic Survey in June 1991..
 DR0451
 DR0451.The geoid height was determined by GEOID03.
 DR0451
 DR0451.The dynamic height is computed by dividing the NAVD 88
 DR0451.geopotential number by the normal gravity value computed on the
 DR0451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0451.degrees latitude (g = 980.6199 gals.).
 DR0451
 DR0451.The modeled gravity was interpolated from observed gravity values.
 DR0451
 DR0451;                    North         East    Units  Estimated Accuracy
 DR0451;SPC NM E     -   302,770.      143,300.      MT  (+/- 180 meters Scaled)
 DR0451
 DR0451                          SUPERSEDED SURVEY CONTROL
 DR0451
 DR0451  NGVD 29 (??/??/92) 1205.207  (m)         3954.08   (f) ADJ UNCH    2 0
 DR0451
 DR0451.Superseded values are not recommended for survey control.
 DR0451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0451.See file dsdata.txt to determine how the superseded data were derived.
 DR0451
 DR0451_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SET400323(NAD 83)
 DR0451_MARKER: DD = SURVEY DISK
 DR0451_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DR0451_SP_SET: APRON
 DR0451_STAMPING: 1000.002
 DR0451_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR0451
 DR0451  HISTORY     - Date     Condition        Report By
 DR0451  HISTORY     - UNK      MONUMENTED       DOD
 DR0451  HISTORY     - 1961     GOOD             NGS
 DR0451
 DR0451                          STATION DESCRIPTION
 DR0451
 DR0451'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 DR0451'23.3 MI NW FROM ROSWELL.
 DR0451'23.3 MILES NORTHWEST ALONG U.S. HIGHWAY FROM THE COURTHOUSE AT
 DR0451'ROSWELL, THENCE 0.3 MILE EAST ALONG A PAVED ROAD, 27 FEET NORTHWEST OF
 DR0451'DISK L9D2, 21 FEET SOUTHEAST OF DISK L9C2, 8 INCHES SOUTHWEST OF THE
 DR0451'EDGE OF APRON, SET FLUSH IN CONCRETE APRON SURROUNDING SILO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0323 ***********************************************************************
 DR0323  DESIGNATION -  1000.003
 DR0323  PID         -  DR0323
 DR0323  STATE/COUNTY-  NM/CHAVES
 DR0323  USGS QUAD   -  HORSESHOE BEND (1988)
 DR0323
 DR0323                         *CURRENT SURVEY CONTROL
 DR0323  ___________________________________________________________________
 DR0323* NAD 83(1986)-  33 22 18.     (N)    104 52 57.     (W)     SCALED    
 DR0323* NAVD 88     -      1331.245  (meters)    4367.59   (feet)  ADJUSTED  
 DR0323  ___________________________________________________________________
 DR0323  GEOID HEIGHT-         -22.41  (meters)                     GEOID03
 DR0323  DYNAMIC HT  -        1329.365 (meters)    4361.43  (feet)  COMP
 DR0323  MODELED GRAV-     979,179.1   (mgal)                       NAVD 88
 DR0323
 DR0323  VERT ORDER  -  FIRST     CLASS II
 DR0323
 DR0323.The horizontal coordinates were scaled from a topographic map and have
 DR0323.an estimated accuracy of +/- 6 seconds.
 DR0323
 DR0323.The orthometric height was determined by differential leveling
 DR0323.and adjusted by the National Geodetic Survey in October 1996..
 DR0323
 DR0323.The geoid height was determined by GEOID03.
 DR0323
 DR0323.The dynamic height is computed by dividing the NAVD 88
 DR0323.geopotential number by the normal gravity value computed on the
 DR0323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0323.degrees latitude (g = 980.6199 gals.).
 DR0323
 DR0323.The modeled gravity was interpolated from observed gravity values.
 DR0323
 DR0323;                    North         East    Units  Estimated Accuracy
 DR0323;SPC NM E     -   263,110.      113,900.      MT  (+/- 180 meters Scaled)
 DR0323
 DR0323                          SUPERSEDED SURVEY CONTROL
 DR0323
 DR0323  NGVD 29 (??/??/92) 1330.654  (m)         4365.65   (f) ADJ UNCH    1 2
 DR0323
 DR0323.Superseded values are not recommended for survey control.
 DR0323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0323.See file dsdata.txt to determine how the superseded data were derived.
 DR0323
 DR0323_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES109924(NAD 83)
 DR0323_MARKER: DD = SURVEY DISK
 DR0323_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DR0323_SP_SET: APRON
 DR0323_STAMPING: 1000.003
 DR0323_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR0323
 DR0323  HISTORY     - Date     Condition        Report By
 DR0323  HISTORY     - UNK      MONUMENTED       DOD
 DR0323  HISTORY     - 1961     GOOD             NGS
 DR0323
 DR0323                          STATION DESCRIPTION
 DR0323
 DR0323'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 DR0323'17.2 MI W FROM ROSWELL.
 DR0323'16.9 MILES WEST ALONG U.S. HIGHWAYS 70 AND 380 FROM THE N. M. STATE
 DR0323'HIGHWAY DEPARTMENT OFFICE AT ROSWELL, THENCE 0.3 MILE NORTH ALONG A
 DR0323'GRAVEL ROAD, 27 FEET NORTHWEST OF DISK L7D2, 21 FEET SOUTHEAST OF DISK
 DR0323'L7C2, 8 INCHES SOUTHWEST OF THE EDGE AND SET FLUSH IN CONCRETE APRON
 DR0323'OF SILO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0031 ***********************************************************************
 DR0031  DESIGNATION -  1000.006
 DR0031  PID         -  DR0031
 DR0031  STATE/COUNTY-  NM/CHAVES
 DR0031  USGS QUAD   -  HAYSTACK MOUNTAIN (1982)
 DR0031
 DR0031                         *CURRENT SURVEY CONTROL
 DR0031  ___________________________________________________________________
 DR0031* NAD 83(1986)-  33 38 30.     (N)    104 12 08.     (W)     SCALED    
 DR0031* NAVD 88     -      1203.526  (meters)    3948.57   (feet)  ADJUSTED  
 DR0031  ___________________________________________________________________
 DR0031  GEOID HEIGHT-         -23.21  (meters)                     GEOID03
 DR0031  DYNAMIC HT  -        1201.892 (meters)    3943.21  (feet)  COMP
 DR0031  MODELED GRAV-     979,237.8   (mgal)                       NAVD 88
 DR0031
 DR0031  VERT ORDER  -  FIRST     CLASS II
 DR0031
 DR0031.The horizontal coordinates were scaled from a topographic map and have
 DR0031.an estimated accuracy of +/- 6 seconds.
 DR0031
 DR0031.The orthometric height was determined by differential leveling
 DR0031.and adjusted by the National Geodetic Survey in June 1991..
 DR0031
 DR0031.The geoid height was determined by GEOID03.
 DR0031
 DR0031.The dynamic height is computed by dividing the NAVD 88
 DR0031.geopotential number by the normal gravity value computed on the
 DR0031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0031.degrees latitude (g = 980.6199 gals.).
 DR0031
 DR0031.The modeled gravity was interpolated from observed gravity values.
 DR0031
 DR0031;                    North         East    Units  Estimated Accuracy
 DR0031;SPC NM E     -   292,920.      177,160.      MT  (+/- 180 meters Scaled)
 DR0031
 DR0031                          SUPERSEDED SURVEY CONTROL
 DR0031
 DR0031  NGVD 29 (??/??/92) 1202.945  (m)         3946.66   (f) ADJ UNCH    1 2
 DR0031
 DR0031.Superseded values are not recommended for survey control.
 DR0031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0031.See file dsdata.txt to determine how the superseded data were derived.
 DR0031
 DR0031_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SET739227(NAD 83)
 DR0031_MARKER: DD = SURVEY DISK
 DR0031_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DR0031_SP_SET: APRON
 DR0031_STAMPING: 1000.006
 DR0031_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR0031
 DR0031  HISTORY     - Date     Condition        Report By
 DR0031  HISTORY     - UNK      MONUMENTED       DOD
 DR0031  HISTORY     - 1961     GOOD             NGS
 DR0031
 DR0031                          STATION DESCRIPTION
 DR0031
 DR0031'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 DR0031'3.25 MI NE FROM CAMPBELL.
 DR0031'0.7 MILE NORTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 DR0031'FROM THE STATION AT CAMPBELL, THENCE 1.0 MILE NORTH ALONG A TELEPHONE
 DR0031'LINE, THENCE 0.8 MILE NORTHWEST ACROSS COUNTRY, THENCE 0.75 MILE
 DR0031'NORTHEAST ACROSS COUNTRY, 8 INCHES SOUTHWEST OF EAGE OF SILO, SET IN
 DR0031'TOP OF THE NORTHEAST EAGE OF THE CONCRETE APRON SURROUNDING SILO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0240 ***********************************************************************
 GN0240  DESIGNATION -  103
 GN0240  PID         -  GN0240
 GN0240  STATE/COUNTY-  NM/SANDOVAL
 GN0240  USGS QUAD   -  CUBA (1963)
 GN0240
 GN0240                         *CURRENT SURVEY CONTROL
 GN0240  ___________________________________________________________________
 GN0240* NAD 83(1986)-  36 03 41.     (N)    106 57 49.     (W)     SCALED    
 GN0240* NAVD 88     -      2184.505  (meters)    7167.00   (feet)  ADJUSTED  
 GN0240  ___________________________________________________________________
 GN0240  GEOID HEIGHT-         -19.30  (meters)                     GEOID03
 GN0240  DYNAMIC HT  -        2181.443 (meters)    7156.95  (feet)  COMP
 GN0240  MODELED GRAV-     979,153.0   (mgal)                       NAVD 88
 GN0240
 GN0240  VERT ORDER  -  SECOND    CLASS 0
 GN0240
 GN0240.The horizontal coordinates were scaled from a topographic map and have
 GN0240.an estimated accuracy of +/- 6 seconds.
 GN0240
 GN0240.The orthometric height was determined by differential leveling
 GN0240.and adjusted by the National Geodetic Survey in June 1991..
 GN0240.WARNING-Repeat measurements at this control monument indicate possible
 GN0240.vertical movement.
 GN0240
 GN0240.The geoid height was determined by GEOID03.
 GN0240
 GN0240.The dynamic height is computed by dividing the NAVD 88
 GN0240.geopotential number by the normal gravity value computed on the
 GN0240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GN0240.degrees latitude (g = 980.6199 gals.).
 GN0240
 GN0240.The modeled gravity was interpolated from observed gravity values.
 GN0240
 GN0240;                    North         East    Units  Estimated Accuracy
 GN0240;SPC NM C     -   561,560.      435,710.      MT  (+/- 180 meters Scaled)
 GN0240
 GN0240                          SUPERSEDED SURVEY CONTROL
 GN0240
 GN0240  NGVD 29 (??/??/92) 2183.433  (m)         7163.48   (f) ADJ UNCH    2 0
 GN0240
 GN0240.Superseded values are not recommended for survey control.
 GN0240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0240.See file dsdata.txt to determine how the superseded data were derived.
 GN0240
 GN0240_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV231925(NAD 83)
 GN0240_MARKER: DD = SURVEY DISK
 GN0240_SETTING: 66 = SET IN ROCK OUTCROP
 GN0240_SP_SET: SANDSTONE
 GN0240_STAMPING: 103
 GN0240_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GN0240+STABILITY: POSITION/ELEVATION WELL
 GN0240
 GN0240  HISTORY     - Date     Condition        Report By
 GN0240  HISTORY     - UNK      MONUMENTED       USGS
 GN0240  HISTORY     - 1941     GOOD             NGS
 GN0240
 GN0240                          STATION DESCRIPTION
 GN0240
 GN0240'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 GN0240'2.9 MI N FROM CUBA.
 GN0240'TO REACH FROM THE POST OFFICE IN CUBA GO 2.1 MILES NORTHWEST ALONG
 GN0240'STATE HIWAY NO. 55 TO THE INTERSECTION OF STATE HIWAYS NOS. NO. 55 AND
 GN0240'NO. 95.  THENCE, TURN RIGHT AND GO 0.8 MILES ALONG STATE HIWAY NO. 95
 GN0240'TO THE SITE OF THE BENCH MARK.  BENCH MARK IS IN THE NORTH END OF A
 GN0240'SANDSTONE OUTCROP ABOUT 0.5 MILE SOUTH OF THE SUMMIT OF A SMALL HILL.
 GN0240'240 EAST OF AND APPROXIMATELY THE SAME ELEVATION AS THE CENTER LINE OF
 GN0240'THE HIWAY.  MARK IS A STANDARD USGS ALUMINUM TABLET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0510 ***********************************************************************
 CV0510  DESIGNATION -  104
 CV0510  PID         -  CV0510
 CV0510  STATE/COUNTY-  NM/EDDY
 CV0510  USGS QUAD   -  LIVINGSTON RIDGE (1985)
 CV0510
 CV0510                         *CURRENT SURVEY CONTROL
 CV0510  ___________________________________________________________________
 CV0510* NAD 83(1986)-  32 22 40.     (N)    103 49 50.     (W)     SCALED    
 CV0510* NAVD 88     -      1033.235  (meters)    3389.87   (feet)  ADJUSTED  
 CV0510  ___________________________________________________________________
 CV0510  GEOID HEIGHT-         -24.44  (meters)                     GEOID03
 CV0510  DYNAMIC HT  -        1031.747 (meters)    3384.99  (feet)  COMP
 CV0510  MODELED GRAV-     979,164.1   (mgal)                       NAVD 88
 CV0510
 CV0510  VERT ORDER  -  FIRST     CLASS I
 CV0510
 CV0510.The horizontal coordinates were scaled from a topographic map and have
 CV0510.an estimated accuracy of +/- 6 seconds.
 CV0510
 CV0510.The orthometric height was determined by differential leveling
 CV0510.and adjusted by the National Geodetic Survey in June 1991..
 CV0510
 CV0510.The geoid height was determined by GEOID03.
 CV0510
 CV0510.The dynamic height is computed by dividing the NAVD 88
 CV0510.geopotential number by the normal gravity value computed on the
 CV0510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0510.degrees latitude (g = 980.6199 gals.).
 CV0510
 CV0510.The modeled gravity was interpolated from observed gravity values.
 CV0510
 CV0510;                    North         East    Units  Estimated Accuracy
 CV0510;SPC NM E     -   152,870.      212,310.      MT  (+/- 180 meters Scaled)
 CV0510
 CV0510                          SUPERSEDED SURVEY CONTROL
 CV0510
 CV0510  NGVD 29 (??/??/92) 1032.742  (m)         3388.25   (f) ADJ UNCH    1 1
 CV0510
 CV0510.Superseded values are not recommended for survey control.
 CV0510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0510.See file dsdata.txt to determine how the superseded data were derived.
 CV0510
 CV0510_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFR100829(NAD 83)
 CV0510_MARKER: DB = BENCH MARK DISK
 CV0510_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CV0510_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CV0510_MARK LOGO: USGS  
 CV0510_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CV0510
 CV0510  HISTORY     - Date     Condition        Report By
 CV0510  HISTORY     - UNK      MONUMENTED       USGS
 CV0510  HISTORY     - 1977     GOOD             NGS
 CV0510  HISTORY     - 1981     GOOD             NGS
 CV0510
 CV0510                          STATION DESCRIPTION
 CV0510
 CV0510'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CV0510'35.9 MI EAST FROM CARLSBAD.
 CV0510'17.2 MILES NORTHEAST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE EAST END
 CV0510'OF THE BATAAN BRIDGE OVER THE PECOS RIVER, THENCE 7.8 MILES SOUTH
 CV0510'ALONG STATE HIGHWAY 31, THENCE 5.05 MILES EAST ALONG A DIRT ROAD,
 CV0510'THENCE 3.7 MILES SOUTH ALONG A DIRT ROAD, THENCE 2.15 MILES EAST
 CV0510'ALONG A PIPE LINE ROAD, 0.5 MILE EAST OF A STEEL GATE ACROSS THE ROAD,
 CV0510'82.0 FT. SOUTHEAST OF, AND ACROSS THE ROAD FROM, THE SOUTHEAST CORNER
 CV0510'OF A GAS WELL FENCE, 20 FT. SOUTH OF THE CENTER LINE OF THE ROAD, A
 CV0510'DISK CEMENTED IN THE TOP OF A 4-INCH IRON PIPE WHICH PROJECTS 4.0 FT.
 CV0510'ABOVE THE GROUND.  THE DEPTH OF THE PIPE IS UNKNOWN.  THE DISK IS
 CV0510'STAMPED AS FOLLOWS--D S + P CO POTASH TEST 104 SW 1/4 NE 1/4 S 24 T22
 CV0510'R30E APPROX ELE 3380 10-7-52.
 CV0510
 CV0510                          STATION RECOVERY (1981)
 CV0510
 CV0510'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CV0510'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0382 ***********************************************************************
 FO0382  DESIGNATION -  105 89.20
 FO0382  PID         -  FO0382
 FO0382  STATE/COUNTY-  NM/SANDOVAL
 FO0382  USGS QUAD   -  BERNALILLO (1990)
 FO0382
 FO0382                         *CURRENT SURVEY CONTROL
 FO0382  ___________________________________________________________________
 FO0382* NAD 83(1992)-  35 19 37.50880(N)    106 33 57.75415(W)     ADJUSTED  
 FO0382* NAVD 88     -      1562.314  (meters)    5125.69   (feet)  ADJUSTED  
 FO0382  ___________________________________________________________________
 FO0382  LAPLACE CORR-           3.95  (seconds)                    DEFLEC99
 FO0382  GEOID HEIGHT-         -20.88  (meters)                     GEOID03
 FO0382  DYNAMIC HT  -        1560.208 (meters)    5118.78  (feet)  COMP
 FO0382  MODELED GRAV-     979,231.9   (mgal)                       NAVD 88
 FO0382
 FO0382  HORZ ORDER  -  SECOND
 FO0382  VERT ORDER  -  SECOND    CLASS 0
 FO0382
 FO0382.The horizontal coordinates were established by classical geodetic methods
 FO0382.and adjusted by the National Geodetic Survey in December 1993..
 FO0382
 FO0382.The orthometric height was determined by differential leveling
 FO0382.and adjusted by the National Geodetic Survey in June 1991..
 FO0382
 FO0382.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO0382
 FO0382.The geoid height was determined by GEOID03.
 FO0382
 FO0382.The dynamic height is computed by dividing the NAVD 88
 FO0382.geopotential number by the normal gravity value computed on the
 FO0382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0382.degrees latitude (g = 980.6199 gals.).
 FO0382
 FO0382.The modeled gravity was interpolated from observed gravity values.
 FO0382
 FO0382;                    North         East     Units Scale Factor Converg.
 FO0382;SPC NM C     -   479,904.476   471,267.131   MT  0.99991017   -0 10 57.9
 FO0382;SPC NM C     - 1,574,486.60  1,546,148.91   sFT  0.99991017   -0 10 57.9
 FO0382;UTM  13      - 3,910,441.605   357,661.067   MT  0.99984968   -0 54 20.5
 FO0382
 FO0382!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO0382!SPC NM C     -   0.99975811  x   0.99991017  =   0.99966830
 FO0382!UTM  13      -   0.99975811  x   0.99984968  =   0.99960783
 FO0382
 FO0382                          SUPERSEDED SURVEY CONTROL
 FO0382
 FO0382  NAD 83(1986)-  35 19 37.51447(N)    106 33 57.75636(W) AD(       ) 2
 FO0382  NAD 27      -  35 19 37.37371(N)    106 33 55.49552(W) AD(       ) 2
 FO0382  NGVD 29 (??/??/92) 1561.451  (m)         5122.86   (f) ADJ UNCH    2 0
 FO0382
 FO0382.Superseded values are not recommended for survey control.
 FO0382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0382.See file dsdata.txt to determine how the superseded data were derived.
 FO0382
 FO0382_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV5766110442(NAD 83)
 FO0382_MARKER: DD = SURVEY DISK
 FO0382_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FO0382_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FO0382_STAMPING: 105+89.20 EL 5122.83 ALB 1950 R-885 6
 FO0382_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO0382+STABILITY: SURFACE MOTION
 FO0382
 FO0382  HISTORY     - Date     Condition        Report By
 FO0382  HISTORY     - 1950     MONUMENTED       USE
 FO0382  HISTORY     - 1957     GOOD             NGS
 FO0382  HISTORY     - 1958     GOOD             USE
 FO0382  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 FO0382  HISTORY     - 20050702 MARK NOT FOUND   GEOCAC
 FO0382
 FO0382                          STATION DESCRIPTION
 FO0382
 FO0382'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 FO0382'1.35 MI NW FROM BERNALILLO.
 FO0382'ABOUT 1.35 MILES NORTHWEST ALONG STATE HIGHWAY 44 FROM ITS JUNCTION
 FO0382'WITH U.S. HIGHWAY 85 AT BERNALILLO, IN SECTION 30, T.13 N., R. 4 E.,
 FO0382'213 FEET NORTHEAST OF THE INTERSECTION OF THE CENTER LINES OF THE
 FO0382'HIGHWAY AND A ROAD TO JAMEZ CANYON DAM, 173 FEET NORTH OF THE CENTER
 FO0382'LINE OF THE HIGHWAY, 178 FEET EAST OF THE EAST END OF THE MOST
 FO0382'NORTHERLY OF THREE 42-INCH PIPE CULVERTS UNDER THE SIDE ROAD, 7 FEET
 FO0382'EAST OF THE CENTER LINE OF A TRACK ROAD, AND IN THE TOP OF A CONCRETE
 FO0382'POST WHICH PROJECTS ABOUT 1 FOOT.
 FO0382
 FO0382                          STATION RECOVERY (1958)
 FO0382
 FO0382'RECOVERY NOTE BY US ENGINEERS 1958
 FO0382'STATION PILGRIM IS LOCATED 1.5 MILES AIRLINE NORTHWEST OF
 FO0382'BERNALILLO, 100 YARDS EAST OF THE ALL TRIBES INDIAN SCHOOL AND
 FO0382'75 YARDS NORTHEAST OF STATE HIGHWAY 44.  IT IS 88 FEET SOUTH
 FO0382'OF A SOUTHWEST FENCE CORNER, 11 FEET WEST OF THE CENTER OF A
 FO0382'TRACK ROAD AND 6 FEET SOUTH-SOUTHEAST OF A WHITE WITNESS POST.
 FO0382'
 FO0382'A CORPS OF ENGINEERS, DEPARTMENT OF ARMY, TRAVERSE STATION
 FO0382'MARK WAS USED FOR REFERENCE MARK NO. 1.  THE MARK IS A ROUND
 FO0382'6-INCH CONCRETE POST WITH A BRASS DISK EMBEDDED IN THE TOP.
 FO0382'IT IS 7 FEET EAST OF THE CENTER OF A TRACK ROAD AND PROJECTS
 FO0382'8 INCHES ABOVE THE SURFACE OF THE GROUND.  THE MARK IS STAMPED
 FO0382'105 89.20 6 1950 EL. 5122.85 ALB R-885.
 FO0382'
 FO0382'TO REACH STATION PILGRIM FROM THE JUNCTION OF U.S. HIGHWAY 85 AND
 FO0382'STATE HIGHWAY 44 IN THE NORTH EDGE OF BERNALILLO GO WEST ON
 FO0382'STATE HIGHWAY 44 FOR 1.25 MILES TO THE AZIMUTH MARK ON THE
 FO0382'RIGHT AS DESCRIBED.
 FO0382'FROM THE AZIMUTH MARK CONTINUE AHEAD ON STATE HIGHWAY 44
 FO0382'AND GO 0.15 MILE TO THE STATION ON THE RIGHT AS DESCRIBED.
 FO0382
 FO0382                          STATION RECOVERY (1989)
 FO0382
 FO0382'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 FO0382'MARK NOT FOUND.
 FO0382
 FO0382                          STATION RECOVERY (2005)
 FO0382
 FO0382'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 FO0382'THERE HAS BEEN GRADING AND LANDSCAPING AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0455 ***********************************************************************
 GL0455  DESIGNATION -  10+95.5
 GL0455  PID         -  GL0455
 GL0455  STATE/COUNTY-  NM/UNION
 GL0455  USGS QUAD   -  BIBLE TOP BUTTE (1972)
 GL0455
 GL0455                         *CURRENT SURVEY CONTROL
 GL0455  ___________________________________________________________________
 GL0455* NAD 83(1986)-  36 34 39.     (N)    103 17 45.     (W)     SCALED    
 GL0455* NAVD 88     -      1583.728  (meters)    5195.95   (feet)  ADJUSTED  
 GL0455  ___________________________________________________________________
 GL0455  GEOID HEIGHT-         -21.42  (meters)                     GEOID03
 GL0455  DYNAMIC HT  -        1581.860 (meters)    5189.82  (feet)  COMP
 GL0455  MODELED GRAV-     979,396.4   (mgal)                       NAVD 88
 GL0455
 GL0455  VERT ORDER  -  SECOND    CLASS 0
 GL0455
 GL0455.The horizontal coordinates were scaled from a topographic map and have
 GL0455.an estimated accuracy of +/- 6 seconds.
 GL0455
 GL0455.The orthometric height was determined by differential leveling
 GL0455.and adjusted by the National Geodetic Survey in June 1991..
 GL0455
 GL0455.The geoid height was determined by GEOID03.
 GL0455
 GL0455.The dynamic height is computed by dividing the NAVD 88
 GL0455.geopotential number by the normal gravity value computed on the
 GL0455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0455.degrees latitude (g = 980.6199 gals.).
 GL0455
 GL0455.The modeled gravity was interpolated from observed gravity values.
 GL0455
 GL0455;                    North         East    Units  Estimated Accuracy
 GL0455;SPC NM E     -   619,100.      257,850.      MT  (+/- 180 meters Scaled)
 GL0455
 GL0455                          SUPERSEDED SURVEY CONTROL
 GL0455
 GL0455  NGVD 29 (??/??/92) 1582.973  (m)         5193.47   (f) ADJ UNCH    2 0
 GL0455
 GL0455.Superseded values are not recommended for survey control.
 GL0455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0455.See file dsdata.txt to determine how the superseded data were derived.
 GL0455
 GL0455_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA524493(NAD 83)
 GL0455_MARKER: DB = BENCH MARK DISK
 GL0455_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GL0455_SP_SET: RETAINING WALL
 GL0455_STAMPING: 10 + 95.5
 GL0455_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GL0455
 GL0455  HISTORY     - Date     Condition        Report By
 GL0455  HISTORY     - UNK      MONUMENTED       CGS
 GL0455  HISTORY     - 1955     GOOD             NGS
 GL0455
 GL0455                          STATION DESCRIPTION
 GL0455
 GL0455'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GL0455'12.7 MI NW FROM CLAYTON.
 GL0455'10.55 MILES NORTHWEST ALONG STATE ROAD 370 FROM ITS JUNCTION WITH U.S.
 GL0455'HIGHWAYS 64 AND 87 AT CLAYTON, THENCE 1.25 MILES NORTHWEST ALONG A
 GL0455'GRADED DIRT ROAD, THENCE 0.9 MILE NORTHEAST ALONG A WINDING DIRT ROAD,
 GL0455'AT THE NORTHWEST END OF THE CLAYTON DAM, FLUSH WITH THE GROUND, AT THE
 GL0455'SOUTHEAST SIDE OF A SPILLWAY, SET IN THE TOP OF THE CENTER OF A
 GL0455'CONCRETE RETAINING WALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0162 ***********************************************************************
 GN0162  DESIGNATION -  11 D
 GN0162  PID         -  GN0162
 GN0162  STATE/COUNTY-  NM/RIO ARRIBA
 GN0162  USGS QUAD   -  ABIQUIU (1995)
 GN0162
 GN0162                         *CURRENT SURVEY CONTROL
 GN0162  ___________________________________________________________________
 GN0162* NAD 83(1986)-  36 12 27.     (N)    106 19 05.     (W)     SCALED    
 GN0162* NAVD 88     -      1846.059  (meters)    6056.61   (feet)  ADJUSTED  
 GN0162  ___________________________________________________________________
 GN0162  GEOID HEIGHT-         -18.77  (meters)                     GEOID03
 GN0162  DYNAMIC HT  -        1843.593 (meters)    6048.52  (feet)  COMP
 GN0162  MODELED GRAV-     979,231.7   (mgal)                       NAVD 88
 GN0162
 GN0162  VERT ORDER  -  SECOND    CLASS 0
 GN0162
 GN0162.The horizontal coordinates were scaled from a topographic map and have
 GN0162.an estimated accuracy of +/- 6 seconds.
 GN0162
 GN0162.The orthometric height was determined by differential leveling
 GN0162.and adjusted by the National Geodetic Survey in June 1991..
 GN0162
 GN0162.The geoid height was determined by GEOID03.
 GN0162
 GN0162.The dynamic height is computed by dividing the NAVD 88
 GN0162.geopotential number by the normal gravity value computed on the
 GN0162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GN0162.degrees latitude (g = 980.6199 gals.).
 GN0162
 GN0162.The modeled gravity was interpolated from observed gravity values.
 GN0162
 GN0162;                    North         East    Units  Estimated Accuracy
 GN0162;SPC NM C     -   577,540.      493,880.      MT  (+/- 180 meters Scaled)
 GN0162
 GN0162                          SUPERSEDED SURVEY CONTROL
 GN0162
 GN0162  NGVD 29 (??/??/92) 1844.998  (m)         6053.13   (f) ADJ UNCH    2 0
 GN0162
 GN0162.Superseded values are not recommended for survey control.
 GN0162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0162.See file dsdata.txt to determine how the superseded data were derived.
 GN0162
 GN0162_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCA815077(NAD 83)
 GN0162_MARKER: DD = SURVEY DISK
 GN0162_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GN0162_SP_SET: STONE WALL
 GN0162_STAMPING: 11 D 1934
 GN0162_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GN0162
 GN0162  HISTORY     - Date     Condition        Report By
 GN0162  HISTORY     - 1934     MONUMENTED       USGS
 GN0162  HISTORY     - 1934     GOOD             NGS
 GN0162  HISTORY     - 1951     GOOD             DOD
 GN0162
 GN0162                          STATION DESCRIPTION
 GN0162
 GN0162'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GN0162'IN ABIQUIU.
 GN0162'AT ABIQUIU, IN THE STONE WALL OF MARTIN BODES RESIDENCE, ABOUT 85 FEET
 GN0162'EAST OF THE MAIN ENTRANCE TO GONZALES AND BODE MERC. STORE AND THE
 GN0162'POST OFFICE, 29.5 FT NORTH OF THE CENTERLINE OF A DRIVEWAY INTO THE
 GN0162'RESIDENCE, AND 25 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, AND
 GN0162'ABOUT 2 FEET ABOVE THE GROUND.  THIS IS A STANDARD TRIANGULATION
 GN0162'STATION MARK.
 GN0162
 GN0162                          STATION RECOVERY (1951)
 GN0162
 GN0162'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1951
 GN0162'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1020 ***********************************************************************
 FO1020  DESIGNATION -  11 JLW
 FO1020  PID         -  FO1020
 FO1020  STATE/COUNTY-  NM/SANDOVAL
 FO1020  USGS QUAD   -  SAN FELIPE PUEBLO NE (1990)
 FO1020
 FO1020                         *CURRENT SURVEY CONTROL
 FO1020  ___________________________________________________________________
 FO1020* NAD 83(1992)-  35 29 04.44170(N)    106 16 08.29198(W)     ADJUSTED  
 FO1020* NAVD 88     -      1682.48   (+/-2cm)    5519.9    (feet)  VERTCON   
 FO1020  ___________________________________________________________________
 FO1020  LAPLACE CORR-           6.59  (seconds)                    DEFLEC99
 FO1020  GEOID HEIGHT-         -20.21  (meters)                     GEOID03
 FO1020
 FO1020  HORZ ORDER  -  SECOND
 FO1020  VERT ORDER  -  THIRD ? (See Below)
 FO1020
 FO1020.The horizontal coordinates were established by classical geodetic methods
 FO1020.and adjusted by the National Geodetic Survey in December 1993..
 FO1020
 FO1020.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1020.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1020.The vertical order pertains to the NGVD 29 superseded value.
 FO1020
 FO1020.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1020
 FO1020.The geoid height was determined by GEOID03.
 FO1020
 FO1020;                    North         East     Units Scale Factor Converg.
 FO1020;SPC NM C     -   497,329.317   498,278.707   MT  0.99990004   -0 00 39.6
 FO1020;SPC NM C     - 1,631,654.60  1,634,769.39   sFT  0.99990004   -0 00 39.6
 FO1020;UTM  13      - 3,927,521.904   384,888.073   MT  0.99976329   -0 44 12.1
 FO1020
 FO1020!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1020!SPC NM C     -   0.99973916  x   0.99990004  =   0.99963923
 FO1020!UTM  13      -   0.99973916  x   0.99976329  =   0.99950251
 FO1020
 FO1020:                Primary Azimuth Mark                     Grid Az
 FO1020:SPC NM C     -  I25 21N                                  042 01 43.8
 FO1020:UTM  13      -  I25 21N                                  042 45 16.3
 FO1020
 FO1020|---------------------------------------------------------------------|
 FO1020| PID    Reference Object                     Distance      Geod. Az  |
 FO1020|                                                           dddmmss.s |
 FO1020| FO1019 I25 21N                             APPROX. 1.0 KM 0420104.2 |
 FO1020|---------------------------------------------------------------------|
 FO1020
 FO1020                          SUPERSEDED SURVEY CONTROL
 FO1020
 FO1020  NAD 83(1986)-  35 29 04.44645(N)    106 16 08.29621(W) AD(       ) 2
 FO1020  NAD 27      -  35 29 04.31641(N)    106 16 06.21369(W) AD(       ) 2
 FO1020  NGVD 29 (07/19/86) 1681.55   (m)         5516.9    (f) LEVELING    3  
 FO1020
 FO1020.Superseded values are not recommended for survey control.
 FO1020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1020.See file dsdata.txt to determine how the superseded data were derived.
 FO1020
 FO1020_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV8488827522(NAD 83)
 FO1020_MARKER: DB = BENCH MARK DISK
 FO1020_SETTING: 0 = UNSPECIFIED SETTING
 FO1020_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FO1020
 FO1020  HISTORY     - Date     Condition        Report By
 FO1020  HISTORY     - 1974     MONUMENTED       USGS
 FO1020
 FO1020                          STATION DESCRIPTION
 FO1020
 FO1020'DESCRIBED BY US GEOLOGICAL SURVEY 1974 (SRC)
 FO1020'THE STATION IS LOCATED APPROXIMATELY 35 MILES NORTH OF ALBUQUERQUE
 FO1020'ON HIGHWAY I-25.
 FO1020'
 FO1020'TO REACH THE STATION FROM THE I-25 AND S.R. 44 HIGHWAY INTERCHANGE
 FO1020'EAST OF BERNALILLO, GO 19.2 MILES NORTH ALONG HIGHWAY I-25.  THE
 FO1020'STATION IS LOCATED ON THE RIGHT, 2 FEET WEST OF EXISTING EAST
 FO1020'RIGHT OF WAY FENCE AND 15 FEET EAST OF PROPOSED NEW EAST RIGHT OF
 FO1020'WAY LINE.
 FO1020'
 FO1020'THE MONUMENT IS A U.S.G.S. STANDARD DISC, STAMPED B.M.-11-JLW,
 FO1020'SET IN CONCRETE 2 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0894 ***********************************************************************
 FO0894  DESIGNATION -  11 SC
 FO0894  PID         -  FO0894
 FO0894  STATE/COUNTY-  NM/SANTA FE
 FO0894  USGS QUAD   -  TURQUOISE HILL (1993)
 FO0894
 FO0894                         *CURRENT SURVEY CONTROL
 FO0894  ___________________________________________________________________
 FO0894* NAD 83(1992)-  35 34 23.37761(N)    106 05 14.36015(W)     ADJUSTED  
 FO0894* NAVD 88     -      1882.290  (meters)    6175.48   (feet)  ADJUSTED  
 FO0894  ___________________________________________________________________
 FO0894  X           -  -1,439,602.973 (meters)                     COMP
 FO0894  Y           -  -4,991,766.736 (meters)                     COMP
 FO0894  Z           -   3,690,857.019 (meters)                     COMP
 FO0894  LAPLACE CORR-           6.06  (seconds)                    DEFLEC99
 FO0894  ELLIP HEIGHT-        1862.90  (meters)          (08/10/01) GPS OBS
 FO0894  GEOID HEIGHT-         -19.39  (meters)                     GEOID03
 FO0894  DYNAMIC HT  -        1879.721 (meters)    6167.05  (feet)  COMP
 FO0894  MODELED GRAV-     979,201.8   (mgal)                       NAVD 88
 FO0894
 FO0894  HORZ ORDER  -  FIRST
 FO0894  VERT ORDER  -  FIRST     CLASS II
 FO0894  ELLP ORDER  -  THIRD     CLASS II
 FO0894
 FO0894.The horizontal coordinates were established by GPS observations
 FO0894.and adjusted by the National Geodetic Survey in March 1997..
 FO0894
 FO0894.The orthometric height was determined by differential leveling
 FO0894.and adjusted by the National Geodetic Survey in June 1991..
 FO0894
 FO0894.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FO0894
 FO0894.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO0894
 FO0894.The ellipsoidal height was determined by GPS observations
 FO0894.and is referenced to NAD 83.
 FO0894
 FO0894.The geoid height was determined by GEOID03.
 FO0894
 FO0894.The dynamic height is computed by dividing the NAVD 88
 FO0894.geopotential number by the normal gravity value computed on the
 FO0894.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0894.degrees latitude (g = 980.6199 gals.).
 FO0894
 FO0894.The modeled gravity was interpolated from observed gravity values.
 FO0894
 FO0894;                    North         East     Units Scale Factor Converg.
 FO0894;SPC NM C     -   507,169.799   514,744.789   MT  0.99990268   +0 05 40.7
 FO0894;SPC NM C     - 1,663,939.58  1,688,791.86   sFT  0.99990268   +0 05 40.7
 FO0894;UTM  13      - 3,937,151.286   401,474.943   MT  0.99971962   -0 37 57.3
 FO0894
 FO0894!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO0894!SPC NM C     -   0.99970769  x   0.99990268  =   0.99961040
 FO0894!UTM  13      -   0.99970769  x   0.99971962  =   0.99942739
 FO0894
 FO0894                          SUPERSEDED SURVEY CONTROL
 FO0894
 FO0894  ELLIP H (03/20/97) 1862.94   (m)                       GP(       ) 3 1
 FO0894  NAVD 88 (03/20/97) 1882.29   (m)         6175.5    (f) LEVELING    3  
 FO0894
 FO0894.Superseded values are not recommended for survey control.
 FO0894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0894.See file dsdata.txt to determine how the superseded data were derived.
 FO0894
 FO0894_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV0147537151(NAD 83)
 FO0894_MARKER: DB = BENCH MARK DISK
 FO0894_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FO0894_SP_SET: CONCRETE POST
 FO0894_STAMPING: 11 SC 1951 6172
 FO0894_MARK LOGO: USGS  
 FO0894_PROJECTION: PROJECTING 15 CENTIMETERS
 FO0894_MAGNETIC: N = NO MAGNETIC MATERIAL
 FO0894_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO0894+STABILITY: SURFACE MOTION
 FO0894_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FO0894+SATELLITE: SATELLITE OBSERVATIONS - 2004
 FO0894
 FO0894  HISTORY     - Date     Condition        Report By
 FO0894  HISTORY     - 1951     MONUMENTED       USGS
 FO0894  HISTORY     - 1984     GOOD             NGS
 FO0894  HISTORY     - 19960105 GOOD             CHANCE
 FO0894  HISTORY     - 2004     GOOD             BOHAN
 FO0894  HISTORY     - 20050616 GOOD             INDIV
 FO0894
 FO0894                          STATION DESCRIPTION
 FO0894
 FO0894'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FO0894'17.3 KM (10.75 MI) SW FROM SANTA FE.
 FO0894'11.3 KM (7.0 MI) SOUTHWEST ALONG U.S. HIGHWAY 85 (CERRILLOS ROAD) FROM
 FO0894'ITS JUNCTION WITH U.S. HIGHWAY 285 (ST. FRANCIS DRIVE) IN SANTA FE,
 FO0894'THENCE 6.0 KM (3.75 MI) SOUTHWEST ALONG INTERSTATE HIGHWAY 25, 0.2 KM
 FO0894'(0.1 MI) SOUTHWEST OF MILEPOST 274, 60.4 M (198.2 FT) SOUTHEAST OF THE
 FO0894'CENTERLINE OF THE NORTHEAST BOUND LANES OF THE HIGHWAY, 22.6 M
 FO0894'(74.1 FT) SOUTHEAST OF THE CENTERLINE OF A FRONTAGE ROAD, 6.3 M
 FO0894'(20.7 FT) SOUTHWEST OF A FENCE CORNER, 5.6 M (18.4 FT) NORTHEAST OF A
 FO0894'FIELD ENTRANCE, AND 0.6 M (2.0 FT) NORTHWEST OF A FENCE.
 FO0894'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 FO0894'THE MARK IS 0.3 M BELOW THE FRONTAGE ROAD.
 FO0894
 FO0894                          STATION RECOVERY (1996)
 FO0894
 FO0894'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (MFY)
 FO0894'RECOVERED IN GOOD CONDITION.  A NEW AND COMPLETE DESCRIPTION FOLLOWS
 FO0894'THE STATION IS LOCATED APPROXIMATELY 17.3 KM (10.75 MI) SOUTHWEST OF
 FO0894'THE CITY OF SANTA FE ALONG INTERSTATE HIGHWAY 25.  THE STATION IS
 FO0894'LOCATED ON STATE OF NEW MEXICO HIGHWAY RIGHT-OF-WAY TO REACH THE
 FO0894'STATION FROM THE JUNCTION OF INTERSTATE 25 AND STATE HIGHWAY 599 (EXIT
 FO0894'276 UNDERPASS ON INTERSTATE 25) , PROCEED SOUTHEAST ON STATE HIGHWAY
 FO0894'599 FOR 0.64 KM (0.40 MI) TO THE FRONTAGE ROAD ON THE RIGHT.  TURN
 FO0894'RIGHT AND GO SOUTHWEST FOR 3.6 KM (2.25 MI) ON THE FRONTAGE ROAD TO
 FO0894'THE STATION ON THE LEFT THE STATION IS A BENCH MARK DISK SET IN THE
 FO0894'TOP OF A ROUND CONCRETE MONUMENT.  THE STATION IS LOCATED 0.2 KM (0.10
 FO0894'MI) SOUTHWEST OF MILEPOST 274, 60.4 M (198.2 FT) SOUTHEAST OF THE
 FO0894'CENTERLINE OF THE NORTHEAST BOUND LANES OF INTERSTATE 25, 22.6 M (74.1
 FO0894'FT) SOUTHEAST OF THE CENTERLINE OF THE FRONTAGE ROAD, 6.3 M (20.7 FT)
 FO0894'SOUTHWEST OF A FENCE CORNER, 0.5 M (1.6 FT) NORTHWEST OF A FENCE, 0.2
 FO0894'M (0.7 FT) SOUTHWEST FROM A WITNESS POST, AND 0.3 M (1.0 FT) BELOW THE
 FO0894'FRONTAGE ROAD
 FO0894
 FO0894                          STATION RECOVERY (2004)
 FO0894
 FO0894'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 2004
 FO0894'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 2004 RECOVERED IN GOOD
 FO0894'CONDITION.
 FO0894
 FO0894                          STATION RECOVERY (2005)
 FO0894
 FO0894'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (BHI)
 FO0894'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0602 ***********************************************************************
 DS0602  DESIGNATION -  110
 DS0602  PID         -  DS0602
 DS0602  STATE/COUNTY-  NM/SOCORRO
 DS0602  USGS QUAD   -  SAN MARCIAL (1982)
 DS0602
 DS0602                         *CURRENT SURVEY CONTROL
 DS0602  ___________________________________________________________________
 DS0602* NAD 83(1986)-  33 39 03.     (N)    106 59 12.     (W)     SCALED    
 DS0602* NAVD 88     -      1372.029  (meters)    4501.40   (feet)  ADJUSTED  
 DS0602  ___________________________________________________________________
 DS0602  GEOID HEIGHT-         -22.77  (meters)                     GEOID03
 DS0602  DYNAMIC HT  -        1370.070 (meters)    4494.97  (feet)  COMP
 DS0602  MODELED GRAV-     979,161.3   (mgal)                       NAVD 88
 DS0602
 DS0602  VERT ORDER  -  FIRST     CLASS II
 DS0602
 DS0602.The horizontal coordinates were scaled from a topographic map and have
 DS0602.an estimated accuracy of +/- 6 seconds.
 DS0602
 DS0602.The orthometric height was determined by differential leveling
 DS0602.and adjusted by the National Geodetic Survey in June 1991..
 DS0602
 DS0602.The geoid height was determined by GEOID03.
 DS0602
 DS0602.The dynamic height is computed by dividing the NAVD 88
 DS0602.geopotential number by the normal gravity value computed on the
 DS0602.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0602.degrees latitude (g = 980.6199 gals.).
 DS0602
 DS0602.The modeled gravity was interpolated from observed gravity values.
 DS0602
 DS0602;                    North         East    Units  Estimated Accuracy
 DS0602;SPC NM C     -   294,170.      431,670.      MT  (+/- 180 meters Scaled)
 DS0602
 DS0602                          SUPERSEDED SURVEY CONTROL
 DS0602
 DS0602  NGVD 29 (??/??/92) 1371.355  (m)         4499.19   (f) ADJ UNCH    1 2
 DS0602
 DS0602.Superseded values are not recommended for survey control.
 DS0602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0602.See file dsdata.txt to determine how the superseded data were derived.
 DS0602
 DS0602_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT157252(NAD 83)
 DS0602_MARKER: P = PIPE CAP
 DS0602_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DS0602_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DS0602_STAMPING: 110
 DS0602_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DS0602
 DS0602  HISTORY     - Date     Condition        Report By
 DS0602  HISTORY     - UNK      MONUMENTED       USGS
 DS0602  HISTORY     - 1952     GOOD             NGS
 DS0602
 DS0602                          STATION DESCRIPTION
 DS0602
 DS0602'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DS0602'20.3 MI S FROM SAN ANTONIO.
 DS0602'20.3 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD FROM
 DS0602'THE STATION AT SAN ANTONIO, 150 YARDS SOUTH OF BLACK MESA, 5 1/2 POLES
 DS0602'NORTH OF MILEPOST 1009, 70 FEET EAST OF THE EAST RAIL, 18 FEET
 DS0602'NORTHEAST OF THE CENTER OF A WIRE GATE, UNDER A FENCE, 3 FEET SOUTH OF
 DS0602'A WITNESS POST, RIVETED ON THE TOP OF AN IRON PIPE WHICH PROJECTS 0.7
 DS0602'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0857 ***********************************************************************
 GM0857  DESIGNATION -  111
 GM0857  PID         -  GM0857
 GM0857  STATE/COUNTY-  NM/TAOS
 GM0857  USGS QUAD   -  CERRO DE LOS TAOSES (1995)
 GM0857
 GM0857                         *CURRENT SURVEY CONTROL
 GM0857  ___________________________________________________________________
 GM0857* NAD 83(1992)-  36 36 41.26576(N)    105 52 21.63692(W)     ADJUSTED  
 GM0857* NAVD 88     -      2336.     (meters)    7664.     (feet)  VERTCON   
 GM0857  ___________________________________________________________________
 GM0857  LAPLACE CORR-          -2.78  (seconds)                    DEFLEC99
 GM0857  GEOID HEIGHT-         -17.43  (meters)                     GEOID03
 GM0857
 GM0857  HORZ ORDER  -  THIRD
 GM0857
 GM0857.The horizontal coordinates were established by classical geodetic methods
 GM0857.and adjusted by the National Geodetic Survey in December 1993..
 GM0857
 GM0857.The NAVD 88 height was computed by applying the VERTCON shift value to
 GM0857.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GM0857
 GM0857.The Laplace correction was computed from DEFLEC99 derived deflections.
 GM0857
 GM0857.The geoid height was determined by GEOID03.
 GM0857
 GM0857;                    North         East     Units Scale Factor Converg.
 GM0857;SPC NM C     -   622,423.153   533,752.970   MT  0.99991403   +0 13 30.1
 GM0857;SPC NM C     - 2,042,066.63  1,751,154.54   sFT  0.99991403   +0 13 30.1
 GM0857;UTM  13      - 4,052,126.543   421,958.471   MT  0.99967503   -0 31 13.7
 GM0857
 GM0857!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GM0857!SPC NM C     -   0.99963622  x   0.99991403  =   0.99955028
 GM0857!UTM  13      -   0.99963622  x   0.99967503  =   0.99931137
 GM0857
 GM0857                          SUPERSEDED SURVEY CONTROL
 GM0857
 GM0857  NAD 83(1986)-  36 36 41.26859(N)    105 52 21.64316(W) AD(       ) 3
 GM0857  NGVD 29 (10/23/90) 2335.     (m)         7661.     (f) VERT ANG       
 GM0857
 GM0857.Superseded values are not recommended for survey control.
 GM0857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0857.See file dsdata.txt to determine how the superseded data were derived.
 GM0857
 GM0857_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDA2195852127(NAD 83)
 GM0857_MARKER: DS = TRIANGULATION STATION DISK
 GM0857_SETTING: 0 = UNSPECIFIED SETTING
 GM0857_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GM0857
 GM0857  HISTORY     - Date     Condition        Report By
 GM0857  HISTORY     - 1939     MONUMENTED       USFS
 GM0857  HISTORY     - 1963     GOOD             USGS
 GM0857
 GM0857                          STATION DESCRIPTION
 GM0857
 GM0857'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 GM0857'LOCATED ON ROLLING SAGEBRUSH PRAIRIE ABOUT 5 MI. SE. OF TRES PIEDRAS,
 GM0857'NEW MEXICO.
 GM0857'
 GM0857'STATION MAY BE REACHED AS FOLLOWS--FROM THE DENVER AND RIO GRANDE
 GM0857'WESTERN RAILROAD STATION AT TRES PIEDRAS DRIVE SE. 5.2 MI. ON STATE
 GM0857'HIGHWAY 111.  STATION IS 110 FT. S. OF CENTERLINE OF RD. AND ABOUT
 GM0857'500 FT. E. OF A LARGE ARROYO.
 GM0857'
 GM0857'RECOVERED BY W. D. CHOATE (USGS) IN 1963.
 GM0857'
 GM0857'STATION MARK--U.S.F.S. BRONZE TABLET CEMENTED IN ROCK IN PLACE AND
 GM0857'STAMPED---111, 1939---.
 GM0857'
 GM0857'REFERENCE MARK NO. 1--U.S.F.S. BRONZE TABLET CEMENTED IN ROCK IN
 GM0857'PLACE AND STAMPED---REF. NO. 1--- S. 11 DEGREES W. 29.5 FT. FROM
 GM0857'STATION MARK.
 GM0857'
 GM0857'REFERENCE MARK NO. 2--U.S.F.S. BRONZE TABLET CEMENTED IN ROCK IN
 GM0857'PLACE AND STAMPED---REF. NO. 2--- S. 66 DEGREES E. 27.0 FT. FROM
 GM0857'STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1482 ***********************************************************************
 FO1482  DESIGNATION -  11252 REDONDO
 FO1482  PID         -  FO1482
 FO1482  STATE/COUNTY-  NM/SANDOVAL
 FO1482  USGS QUAD   -  REDONDO PEAK (1970)
 FO1482
 FO1482                         *CURRENT SURVEY CONTROL
 FO1482  ___________________________________________________________________
 FO1482* NAD 83(1992)-  35 52 19.06834(N)    106 33 38.08245(W)     ADJUSTED  
 FO1482* NAVD 88     -      3431.5    (meters)   11258.     (feet)  VERTCON   
 FO1482  ___________________________________________________________________
 FO1482  LAPLACE CORR-           1.72  (seconds)                    DEFLEC99
 FO1482  GEOID HEIGHT-         -18.96  (meters)                     GEOID03
 FO1482
 FO1482  HORZ ORDER  -  FIRST
 FO1482
 FO1482.The horizontal coordinates were established by classical geodetic methods
 FO1482.and adjusted by the National Geodetic Survey in December 1993..
 FO1482
 FO1482.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1482.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1482
 FO1482.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1482
 FO1482.The geoid height was determined by GEOID03.
 FO1482
 FO1482;                    North         East     Units Scale Factor Converg.
 FO1482;SPC NM C     -   540,352.194   471,954.667   MT  0.99990969   -0 10 55.2
 FO1482;SPC NM C     - 1,772,805.49  1,548,404.60   sFT  0.99990969   -0 10 55.2
 FO1482;UTM  13      - 3,970,871.918   359,116.265   MT  0.99984458   -0 54 52.6
 FO1482
 FO1482!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1482!SPC NM C     -   0.99946468  x   0.99990969  =   0.99937442
 FO1482!UTM  13      -   0.99946468  x   0.99984458  =   0.99930934
 FO1482
 FO1482:                Primary Azimuth Mark                     Grid Az
 FO1482:SPC NM C     -  REDONDO AZ MK                            034 10 28.5
 FO1482:UTM  13      -  REDONDO AZ MK                            034 54 25.9
 FO1482
 FO1482|---------------------------------------------------------------------|
 FO1482| PID    Reference Object                     Distance      Geod. Az  |
 FO1482|                                                           dddmmss.s |
 FO1482| CD4772 REDONDO AZ MK                                      0335933.3 |
 FO1482| FO1484 PERALTA                             APPROX.17.9 KM 1695414.8 |
 FO1482| CD4773 REDONDO RM 1                         12.745 METERS 24034     |
 FO1482| CD4774 REDONDO RM 2                          7.839 METERS 35015     |
 FO1482|---------------------------------------------------------------------|
 FO1482
 FO1482                          SUPERSEDED SURVEY CONTROL
 FO1482
 FO1482  NAD 83(1986)-  35 52 19.07135(N)    106 33 38.08675(W) AD(       ) 1
 FO1482  NAD 27      -  35 52 18.98920(N)    106 33 35.96250(W) AD(       ) 1
 FO1482  NGVD 29 (07/19/86) 3430.2    (m)        11254.     (f) VERT ANG       
 FO1482
 FO1482.Superseded values are not recommended for survey control.
 FO1482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1482.See file dsdata.txt to determine how the superseded data were derived.
 FO1482
 FO1482_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV5911670872(NAD 83)
 FO1482_MARKER: DS = TRIANGULATION STATION DISK
 FO1482_SETTING: 80 = SET IN A BOULDER
 FO1482_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO1482+STABILITY: SURFACE MOTION
 FO1482
 FO1482  HISTORY     - Date     Condition        Report By
 FO1482  HISTORY     - 1945     MONUMENTED       CGS
 FO1482  HISTORY     - 1958     SEE DESCRIPTION  CGS
 FO1482  HISTORY     - 1958     GOOD             CGS
 FO1482
 FO1482                          STATION DESCRIPTION
 FO1482
 FO1482'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (CAE)
 FO1482'THE STATION IS LOCATED ON THE APPROXIMATE HIGHEST POINT OF A HIGH
 FO1482'PROMINENT SLIGHTLY FLAT-TOPPED MOUNTAIN WHICH IS SHOWN ON ALL
 FO1482'MAPS AS REDONDO PEAK.  IN APPROXIMATE AIRLINE DISTANCES IT IS
 FO1482'LOCATED 30 MILES WSW OF ESPANOLA, 26 MILES ESE OF CUBA, 26
 FO1482'MILES NNE OF SAN YSIDRO, AND 11 MILES NE OF JEMEZ SPRINGS.
 FO1482'
 FO1482'TO REACH THE STATION FROM THE POST OFFICE IN JEMEZ SPRINGS,
 FO1482'GO N ON STATE HIGHWAY 4 FOR 8.4 MILES TO THE JUNCTION OF
 FO1482'STATE HIGHWAY 126.  TAKE THE RIGHT FORK WHICH IS HIGHWAY 4
 FO1482'AND IS SIGNED SANTA FE 74 BRANDELIER NAT. MON. 38, AND GO 0.7
 FO1482'MILE TO A FORK.  KEEP RIGHT ON HIGHWAY 4 AND GO 0.4 MILE TO A
 FO1482'ROAD LEADING OFF THE HIGHWAY ON THE LEFT, JUST ABOUT 100 YARDS
 FO1482'BEFORE THE HIGHWAY CROSSES A CATTLE GUARD.  (TO REACH THE BOYDS
 FO1482'GUEST RANCH WHERE HORSES MAY BE HIRED TO PACK THE EQUIPMENT
 FO1482'UP TO THE STATION, CONTINUE ON HIGHWAY 4 TOWARD SANTA FE FOR
 FO1482'ABOUT 10 MILES.  THE RANCH IS LOCATED ON THE RIGHT SIDE OF
 FO1482'THE ROAD.) TURN LEFT OFF HIGHWAY AND FOLLOW ROAD UP CANYON
 FO1482'AND THROUGH GATE, GOING 0.3 MILE TO WHERE IT CROSSES THE
 FO1482'STREAM, AND THEN 0.1 MILE FARTHER TO A GATE.  GO THROUGH
 FO1482'THIS GATE AND FOLLOW THE ROAD 1.35 MILES TO ANOTHER GATE.  GO
 FO1482'THROUGH THIS GATE AND FOLLOW THE ROAD 0.15 MILE TO A RANCH
 FO1482'BUILDING ON THE LEFT AND A SHARP RIGHT TURN IN THE ROAD.
 FO1482'CONTINUE ON THE ROAD, WHICH GOES THROUGH TWO GATES ABOUT 100
 FO1482'YARDS APART JUST AFTER LEAVING THE RANCH, AND GO 1.45 MILES
 FO1482'ON THE MAIN TRAVELED ROAD TO A FORK.  KEEP UP THE CANYON ON THE
 FO1482'LEFT FORK AND GO 1.25 MILES TO A LOGGING ROAD WHICH TURNS OFF
 FO1482'THE MAIN ROAD AT A FOREST SERVICE TRAIL SIGN.  TURN LEFT
 FO1482'HERE AND GO ABOUT 1/2 MILE UP A CANYON ON OLD LOGGING ROADS
 FO1482'TO WHERE MANY ROCKS CAUSE THE END OF TRUCK TRAVEL.  FROM
 FO1482'HERE PACK UP THE CANYON ON AN OLD BLAZED TRAIL AND WHEN THE
 FO1482'TRAIL DISAPPEARS, CONTINUE UP THE CANYON TO A GRASSY
 FO1482'DIVIDE.  TURN LEFT OR NW HERE, AND KEEPING ON THE GRASSY
 FO1482'SLOPES, GO UP THE SIDE OF THE MOUNTAIN TO THE HIGHEST
 FO1482'POINT AND THE STATION.
 FO1482'
 FO1482'THE STATION MARK IS A STANDARD U.S.G.S. BENCH MARK STAMPED
 FO1482'11252 AND SET IN A BOULDER WHICH IS FLUSH WITH THE SURROUNDING
 FO1482'SURFACE.
 FO1482'
 FO1482'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK STAMPED REDONDO
 FO1482'USGS NO 1 1945 AND SET IN A BOULDER WHICH PROJECTS 3 INCHES ABOVE
 FO1482'THE SURROUNDING SURFACE.  IT IS ABOUT THE SAME LEVEL AS THE
 FO1482'STATION.  IT IS LOCATED SSW OF THE STATION.
 FO1482'
 FO1482'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK STAMPED REDONDO
 FO1482'USGS NO 2 1945 AND SET IN A BOULDER WHICH PROJECTS 8 INCHES
 FO1482'ABOVE THE SURROUNDING SURFACE.  IT IS SLIGHTLY LOWER THAN THE
 FO1482'STATION.  IT IS LOCATED N OF THE STATION.
 FO1482'
 FO1482'THE AZIMUTH MARK IS A BRONZE AZIMUTH DISK STAMPED REDONDO USGS
 FO1482'1945 AND SET IN A BOULDER WHICH PROJECTS 3 INCHES ABOVE THE
 FO1482'SURROUNDING SURFACE.  IT IS LOCATED 1 MILE NE OF THE STATION,
 FO1482'200 YARDS S OF THE TOP OF THE MOUNTAIN IT IS ON, AND 15 FEET
 FO1482'W OF THE NEAREST PINE TREE.  IT IS 4 FEET ESE OF A 3-FOOT
 FO1482'ROCK CAIRN.  TO REACH THE AZIMUTH MARK FROM THE STATION, PACK
 FO1482'DIRECTLY TOWARD THE SLIDE ROCK AREA ON LOWER MOUNTAIN TO THE
 FO1482'NE, AND THERE YOU WILL FIND THE AZIMUTH MARK.
 FO1482'
 FO1482'HEIGHT OF LIGHT ABOVE STATION MARK - 1.7 METERS.
 FO1482
 FO1482                          STATION RECOVERY (1958)
 FO1482
 FO1482'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (RLE)
 FO1482'THE STATION MARK, REFERENCE MARK NO. 1 WERE RECOVERED AND FOUND
 FO1482'IN GOOD CONDITION, REFERENCE MARK NO. 2 WAS FOUND LOOSE SO
 FO1482'THE BOULDER WAS SET DEEPER IN THE GROUND, THE AZIMUTH MARK WASNT
 FO1482'FOUND.  A NEW DESCRIPTION FOLLOWS.
 FO1482'
 FO1482'THE STATION IS LOCATED ON THE HIGHEST POINT OF REDONDO PEAK,
 FO1482'ABOUT 30 MILES WEST-SOUTHWEST OF ESPANOLA, ABOUT 26 MILES
 FO1482'EAST-SOUTHEAST OF CUBA, ABOUT 26 MILES NORTH-NORTHEAST OF
 FO1482'SAN YSIDRO AND 11 MILES NORTHEAST OF JEMEZ SPRINGS.  THE MARK
 FO1482'IS A STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK DISK CEMENTED
 FO1482'IN A DRILL HOLE IN BEDROCK, SET FLUSH WITH THE SURROUNDING
 FO1482'SURFACE AND IS STAMPED 11252.
 FO1482'
 FO1482'REFERENCE MARK NO. 1 IS ABOUT THE SAME LEVEL AS THE STATION.
 FO1482'THE MARK IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN
 FO1482'OUTCROPPING BEDROCK, PROJECTS 3 INCHES ABOVE THE SURROUNDING
 FO1482'SURFACE AND IS STAMPED REDONDO USGS NO 1 1945.
 FO1482'
 FO1482'REFERENCE MARK NO. 2 IS ABOUT THE SAME LEVEL AS THE STATION.
 FO1482'THE MARK IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN A BOULDER,
 FO1482'PROJECTS 2 INCHES ABOVE THE SURFACE OF THE GROUND AND IS STAMPED
 FO1482'REDONDO USGS NO 2 1945.
 FO1482'
 FO1482'NO AZIMUTH MARK WAS ESTABLISHED.
 FO1482'
 FO1482'TO REACH THE STATION FROM THE INTERSECTION OF DIAMOND ROAD
 FO1482'AND TRINITY DRIVE IN LOS ALAMOS, GO SOUTHERLY ON DIAMOND ROAD,
 FO1482'CROSSING BRIDGE OVER CANYON, AND GO 0.5 MILE TO A CROSS ROAD
 FO1482'AT A TRAFFIC LIGHT, TURN RIGHT AND GO SOUTHWEST FOR 1.2 TO A
 FO1482'FORK, TAKE THE RIGHT FORK AND GO 3.0 MILES TO THE JUNCTION OF
 FO1482'STATE HIGHWAY NO. 4, TURN RIGHT AND FOLLOW GRADED DIRT ROAD UP
 FO1482'MOUNTAIN FOR 3.0 MILES TO A CATTLE GUARD AND THE END OF STATE
 FO1482'MAINTAINED ROAD, CONTINUE ON ROCKY DIRT ROAD WESTERLY FOR 7.4
 FO1482'MILES TO A PRIVATE SIDE ROAD ON THE RIGHT, TURN RIGHT,
 FO1482'PASSING SHEARING PENS, AND FOLLOW TRACK ROAD FOR 3.0 MILES TO
 FO1482'THE BONDS LOCATION HEADQUARTERS AND A SIDE ROAD ON THE LEFT,
 FO1482'TURN LEFT AND FOLLOW TRACK ROAD FOR 0.2 MILE TO A CREEK, TURN
 FO1482'RIGHT AND FOLLOW THE CREEK FOR 0.1 MILE TO A WIRE FENCE
 FO1482'AND GATE, FROM HERE HORSES WERE TAKEN WESTERLY ALONG THE
 FO1482'TRAIL FOR ABOUT 2 MILES TO A SADDLE AT THE TOP OF THE
 FO1482'RIDGE WHERE IT IS POSSIBLE TO SEE INTO THE VALLEY TO THE WEST,
 FO1482'TURN RIGHT AND WORK WAY UP GRASS AND TIMBERED SLOPE OF THE
 FO1482'MOUNTAIN AND GO NORTHWEST FOR ABOUT 2.5 MILES TO THE HIGHEST
 FO1482'PART OF THE MOUNTAIN AND THE STATION AS DESCRIBED.
 FO1482'
 FO1482'HORSES WERE RENTED FROM MR. TRANQILINO ARMIJO WHO LIVES IN PENA
 FO1482'BLANCA AND HAS A SMALL RANCH ABOUT 6 MILES SOUTHEAST OF REDONDO
 FO1482'PEAK.  MR. ARMIJO IS FAMILIAR WITH THE TRAIL TO THE STATION.
 FO1482'
 FO1482'OBSERVATION WERE MADE FROM A 6-FOOT STAND.
 FO1482'
 FO1482'THIS STATION IS A 2 HOUR HORSE PACK.
 FO1482
 FO1482                          STATION RECOVERY (1958)
 FO1482
 FO1482'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 FO1482'RECOVERY NOTE BY NGS, 1958, LISTED IN QUADRANGLE 35106-4,
 FO1482'STATION 1017.
 FO1482'
 FO1482'STATION MARK--OLD USGS STATION MARK STAMPED---11252---, AND SET IN A
 FO1482'BOULDER FLUSH WITH THE SURROUNDING SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH7496 ***********************************************************************
 AH7496  DESIGNATION -  112+76.76
 AH7496  PID         -  AH7496
 AH7496  STATE/COUNTY-  NM/QUAY
 AH7496  USGS QUAD   -  TUCUMCARI (1967)
 AH7496
 AH7496                         *CURRENT SURVEY CONTROL
 AH7496  ___________________________________________________________________
 AH7496* NAD 83(1986)-  35 10 11.     (N)    103 41 44.     (W)     SCALED    
 AH7496* NAVD 88     -      1224.663  (meters)    4017.92   (feet)  ADJUSTED  
 AH7496  ___________________________________________________________________
 AH7496  GEOID HEIGHT-         -23.29  (meters)                     GEOID03
 AH7496  DYNAMIC HT  -        1223.133 (meters)    4012.90  (feet)  COMP
 AH7496  MODELED GRAV-     979,342.7   (mgal)                       NAVD 88
 AH7496
 AH7496  VERT ORDER  -  SECOND    CLASS I
 AH7496
 AH7496.The horizontal coordinates were scaled from a topographic map and have
 AH7496.an estimated accuracy of +/- 6 seconds.
 AH7496
 AH7496.The orthometric height was determined by differential leveling
 AH7496.and adjusted by the National Geodetic Survey in July 2002..
 AH7496
 AH7496.The geoid height was determined by GEOID03.
 AH7496
 AH7496.The dynamic height is computed by dividing the NAVD 88
 AH7496.geopotential number by the normal gravity value computed on the
 AH7496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH7496.degrees latitude (g = 980.6199 gals.).
 AH7496
 AH7496.The modeled gravity was interpolated from observed gravity values.
 AH7496
 AH7496;                    North         East    Units  Estimated Accuracy
 AH7496;SPC NM E     -   462,590.      223,100.      MT  (+/- 180 meters Scaled)
 AH7496
 AH7496                          SUPERSEDED SURVEY CONTROL
 AH7496
 AH7496.No superseded survey control is available for this station.
 AH7496
 AH7496_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFU187926(NAD 83)
 AH7496_MARKER: DD = SURVEY DISK
 AH7496_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AH7496_SP_SET: HEADWALL
 AH7496_STAMPING: 112+76.76 4015.87
 AH7496_MARK LOGO: NMHD  
 AH7496_PROJECTION: FLUSH
 AH7496_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH7496_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH7496+STABILITY: SURFACE MOTION
 AH7496_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH7496+SATELLITE: SATELLITE OBSERVATIONS - February 03, 1999
 AH7496
 AH7496  HISTORY     - Date     Condition        Report By
 AH7496  HISTORY     - UNK      MONUMENTED       NMHD
 AH7496  HISTORY     - 19990203 GOOD             NGS
 AH7496
 AH7496                          STATION DESCRIPTION
 AH7496
 AH7496'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AH7496'2.7 KM (1.65 MI) EASTERLY ALONG U.S.  HIGHWAY 66 FROM THE JUNCTION OF
 AH7496'STATE HIGHWAYS 104 AND 209 IN TUCUMCARI, IN TOP OF AND 0.2 M (0.7 FT)
 AH7496'WEST OF THE EAST END OF THE NORTH CONCRETE HEADWALL OF A CULVERT UNDER
 AH7496'THE HIGHWAY, 14.0 M (45.9 FT) NORTHEAST OF A UTILITY LIGHT POLE, 13.1
 AH7496'M (43.0 FT) NORTH OF THE CENTERLINE OF THE WESTBOUND LANES OF THE
 AH7496'HIGHWAY, AND 1.0 M (3.3 FT) BELOW THE LEVEL OF THE HIGHWAY. NOTE--THE
 AH7496'MONUMENT IS ON HIGHWAY RIGHT-OF-WAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0606 ***********************************************************************
 DS0606  DESIGNATION -  113
 DS0606  PID         -  DS0606
 DS0606  STATE/COUNTY-  NM/SOCORRO
 DS0606  USGS QUAD   -  POPE (1981)
 DS0606
 DS0606                         *CURRENT SURVEY CONTROL
 DS0606  ___________________________________________________________________
 DS0606* NAD 83(1986)-  33 36 12.     (N)    106 58 23.     (W)     SCALED    
 DS0606* NAVD 88     -      1397.154  (meters)    4583.83   (feet)  ADJUSTED  
 DS0606  ___________________________________________________________________
 DS0606  GEOID HEIGHT-         -22.79  (meters)                     GEOID03
 DS0606  DYNAMIC HT  -        1395.159 (meters)    4577.28  (feet)  COMP
 DS0606  MODELED GRAV-     979,160.2   (mgal)                       NAVD 88
 DS0606
 DS0606  VERT ORDER  -  FIRST     CLASS II
 DS0606
 DS0606.The horizontal coordinates were scaled from a topographic map and have
 DS0606.an estimated accuracy of +/- 6 seconds.
 DS0606
 DS0606.The orthometric height was determined by differential leveling
 DS0606.and adjusted by the National Geodetic Survey in June 1991..
 DS0606
 DS0606.The geoid height was determined by GEOID03.
 DS0606
 DS0606.The dynamic height is computed by dividing the NAVD 88
 DS0606.geopotential number by the normal gravity value computed on the
 DS0606.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0606.degrees latitude (g = 980.6199 gals.).
 DS0606
 DS0606.The modeled gravity was interpolated from observed gravity values.
 DS0606
 DS0606;                    North         East    Units  Estimated Accuracy
 DS0606;SPC NM C     -   288,900.      432,900.      MT  (+/- 180 meters Scaled)
 DS0606
 DS0606                          SUPERSEDED SURVEY CONTROL
 DS0606
 DS0606  NGVD 29 (??/??/92) 1396.484  (m)         4581.63   (f) ADJ UNCH    1 2
 DS0606
 DS0606.Superseded values are not recommended for survey control.
 DS0606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0606.See file dsdata.txt to determine how the superseded data were derived.
 DS0606
 DS0606_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT169199(NAD 83)
 DS0606_MARKER: P = PIPE CAP
 DS0606_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DS0606_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DS0606_STAMPING: 4581.736 113
 DS0606_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DS0606
 DS0606  HISTORY     - Date     Condition        Report By
 DS0606  HISTORY     - UNK      MONUMENTED       USGS
 DS0606  HISTORY     - 1952     GOOD             NGS
 DS0606
 DS0606                          STATION DESCRIPTION
 DS0606
 DS0606'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DS0606'23.45 MI S FROM SAN ANTONIO.
 DS0606'23.45 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 DS0606'FROM THE STATION AT SAN ANTONIO, 80 FEET SOUTHEAST OF THE STATION SIGN
 DS0606'AT POPE, 9 1/2 POLES SOUTH OF MILEPOST 1012, 38 FEET EAST OF THE EAST
 DS0606'RAIL, 3 FEET WEST OF A WITNESS POST, RIVETED ON THE TOP OF AN IRON
 DS0606'PIPE WHICH PROJECTS 0.9 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0633 ***********************************************************************
 DR0633  DESIGNATION -  115+00
 DR0633  PID         -  DR0633
 DR0633  STATE/COUNTY-  NM/LINCOLN
 DR0633  USGS QUAD   -  RUIDOSO DOWNS (1963)
 DR0633
 DR0633                         *CURRENT SURVEY CONTROL
 DR0633  ___________________________________________________________________
 DR0633* NAD 83(1986)-  33 19 33.     (N)    105 37 16.     (W)     SCALED    
 DR0633* NAVD 88     -      1960.902  (meters)    6433.39   (feet)  ADJUSTED  
 DR0633  ___________________________________________________________________
 DR0633  GEOID HEIGHT-         -19.56  (meters)                     GEOID03
 DR0633  DYNAMIC HT  -        1957.918 (meters)    6423.60  (feet)  COMP
 DR0633  MODELED GRAV-     979,044.7   (mgal)                       NAVD 88
 DR0633
 DR0633  VERT ORDER  -  FIRST     CLASS II
 DR0633
 DR0633.The horizontal coordinates were scaled from a topographic map and have
 DR0633.an estimated accuracy of +/- 6 seconds.
 DR0633
 DR0633.The orthometric height was determined by differential leveling
 DR0633.and adjusted by the National Geodetic Survey in June 1991..
 DR0633
 DR0633.The geoid height was determined by GEOID03.
 DR0633
 DR0633.The dynamic height is computed by dividing the NAVD 88
 DR0633.geopotential number by the normal gravity value computed on the
 DR0633.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0633.degrees latitude (g = 980.6199 gals.).
 DR0633
 DR0633.The modeled gravity was interpolated from observed gravity values.
 DR0633
 DR0633;                    North         East    Units  Estimated Accuracy
 DR0633;SPC NM C     -   258,060.      558,550.      MT  (+/- 180 meters Scaled)
 DR0633
 DR0633                          SUPERSEDED SURVEY CONTROL
 DR0633
 DR0633  NGVD 29 (??/??/92) 1960.165  (m)         6430.97   (f) ADJ UNCH    1 2
 DR0633
 DR0633.Superseded values are not recommended for survey control.
 DR0633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0633.See file dsdata.txt to determine how the superseded data were derived.
 DR0633
 DR0633_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDS421875(NAD 83)
 DR0633_MARKER: DD = SURVEY DISK
 DR0633_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DR0633_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DR0633_STAMPING: 115+00
 DR0633_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR0633
 DR0633  HISTORY     - Date     Condition        Report By
 DR0633  HISTORY     - UNK      MONUMENTED       BPR
 DR0633  HISTORY     - 1934     MARK NOT FOUND   NGS
 DR0633  HISTORY     - 1963     MARK NOT FOUND   USGS
 DR0633
 DR0633                          STATION DESCRIPTION
 DR0633
 DR0633'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DR0633'16.9 MI NE FROM MESCALERO.
 DR0633'IN LINCOLN COUNTY, 16.9 MILES NORTHEAST ALONG U.S. HIGHWAY 70 FROM
 DR0633'MESCALERO, OTERO COUNTY, AT HOLLYWOOD, LINCOLN COUNTY, ABOUT 420 FEET
 DR0633'NORTHEAST OF THE POST OFFICE, AT STATION 115+00, AND 45 FEET SOUTH OF
 DR0633'THE CENTERLINE OF THE HIGHWAY.  A UNITED STATES BUREAU OF PUBLIC ROADS
 DR0633'STANDARD CAP, STAMPED 115+00 AND FASTENED ON THE TOP OF AN IRON PIPE
 DR0633'SET IN CONCRETE.  NOTE-- A SIDE ROAD IS AT THE POINT DESCRIBED.
 DR0633
 DR0633                          STATION RECOVERY (1963)
 DR0633
 DR0633'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 DR0633'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ1002 ***********************************************************************
 EQ1002  DESIGNATION -  118
 EQ1002  PID         -  EQ1002
 EQ1002  STATE/COUNTY-  NM/VALENCIA
 EQ1002  USGS QUAD   -  SOUTH GARCIA SE (1975)
 EQ1002
 EQ1002                         *CURRENT SURVEY CONTROL
 EQ1002  ___________________________________________________________________
 EQ1002* NAD 83(1992)-  34 52 08.24519(N)    107 03 10.04767(W)     ADJUSTED  
 EQ1002* NAVD 88     -      1607.87   (+/-2cm)    5275.2    (feet)  VERTCON   
 EQ1002  ___________________________________________________________________
 EQ1002  LAPLACE CORR-          -4.98  (seconds)                    DEFLEC99
 EQ1002  GEOID HEIGHT-         -21.55  (meters)                     GEOID03
 EQ1002
 EQ1002  HORZ ORDER  -  SECOND
 EQ1002  VERT ORDER  -  THIRD ? (See Below)
 EQ1002
 EQ1002.The horizontal coordinates were established by classical geodetic methods
 EQ1002.and adjusted by the National Geodetic Survey in December 1993..
 EQ1002
 EQ1002.The NAVD 88 height was computed by applying the VERTCON shift value to
 EQ1002.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EQ1002.The vertical order pertains to the NGVD 29 superseded value.
 EQ1002
 EQ1002.The Laplace correction was computed from DEFLEC99 derived deflections.
 EQ1002
 EQ1002.The geoid height was determined by GEOID03.
 EQ1002
 EQ1002;                    North         East     Units Scale Factor Converg.
 EQ1002;SPC NM C     -   429,331.813   426,604.535   MT  0.99996637   -0 27 32.3
 EQ1002;SPC NM C     - 1,408,566.12  1,399,618.38   sFT  0.99996637   -0 27 32.3
 EQ1002;SPC NM W     -   429,322.899   901,362.514   MT  0.99997941   +0 26 46.5
 EQ1002;SPC NM W     - 1,408,536.88  2,957,220.18   sFT  0.99997941   +0 26 46.5
 EQ1002;UTM  13      - 3,860,433.169   312,367.258   MT  1.00003393   -1 10 26.1
 EQ1002
 EQ1002!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EQ1002!SPC NM C     -   0.99975106  x   0.99996637  =   0.99971744
 EQ1002!SPC NM W     -   0.99975106  x   0.99997941  =   0.99973047
 EQ1002!UTM  13      -   0.99975106  x   1.00003393  =   0.99978498
 EQ1002
 EQ1002                          SUPERSEDED SURVEY CONTROL
 EQ1002
 EQ1002  NAD 83(1986)-  34 52 08.24893(N)    107 03 10.04795(W) AD(       ) 2
 EQ1002  NAD 27      -  34 52 08.06350(N)    107 03 07.92500(W) AD(       ) 2
 EQ1002  NGVD 29 (07/19/86) 1607.01   (m)         5272.3    (f) LEVELING    3  
 EQ1002
 EQ1002.Superseded values are not recommended for survey control.
 EQ1002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ1002.See file dsdata.txt to determine how the superseded data were derived.
 EQ1002
 EQ1002_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU1236760433(NAD 83)
 EQ1002_MARKER: DB = BENCH MARK DISK
 EQ1002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EQ1002
 EQ1002  HISTORY     - Date     Condition        Report By
 EQ1002  HISTORY     - 1958     MONUMENTED       CGS
 EQ1002
 EQ1002                          STATION DESCRIPTION
 EQ1002
 EQ1002'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 EQ1002'A TRAVERSE CONNECTION WAS MADE TO A GEOLOGICAL BENCH MARK
 EQ1002'WHICH IS 75 FEET EAST OF THE CENTER OF STATE HIGHWAY NO. 6.
 EQ1002'IT IS A STANDARD GEOLOGICAL BENCH MARK DISC SET IN A 12 INCH
 EQ1002'SQUARE CONCRETE BLOCK WHICH PROJECTS 6 INCHES AND IS STAMPED
 EQ1002'5272 118 1952 SC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI5438 ***********************************************************************
 AI5438  CBN         -  This is a Cooperative Base Network Control Station.
 AI5438  DESIGNATION -  1184 3
 AI5438  PID         -  AI5438
 AI5438  STATE/COUNTY-  NM/MCKINLEY
 AI5438  USGS QUAD   -  CROWNPOINT (1963)
 AI5438
 AI5438                         *CURRENT SURVEY CONTROL
 AI5438  ___________________________________________________________________
 AI5438* NAD 83(1992)-  35 40 52.88467(N)    108 08 45.43321(W)     ADJUSTED  
 AI5438* NAVD 88     -      2152.1    (meters)    7061.     (feet)  GPS OBS   
 AI5438  ___________________________________________________________________
 AI5438  X           -  -1,615,878.368 (meters)                     COMP
 AI5438  Y           -  -4,930,391.620 (meters)                     COMP
 AI5438  Z           -   3,700,774.126 (meters)                     COMP
 AI5438  LAPLACE CORR-          -1.39  (seconds)                    DEFLEC99
 AI5438  ELLIP HEIGHT-        2131.40  (meters)          (05/26/00) GPS OBS
 AI5438  GEOID HEIGHT-         -20.68  (meters)                     GEOID03
 AI5438
 AI5438  HORZ ORDER  -  A
 AI5438  ELLP ORDER  -  SECOND    CLASS I
 AI5438
 AI5438.The horizontal coordinates were established by GPS observations
 AI5438.and adjusted by the National Geodetic Survey in May 2000..
 AI5438
 AI5438.The orthometric height was determined by GPS observations and a
 AI5438.high-resolution geoid model.
 AI5438
 AI5438.Photographs are available for this station.
 AI5438
 AI5438.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5438
 AI5438.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI5438
 AI5438.The ellipsoidal height was determined by GPS observations
 AI5438.and is referenced to NAD 83.
 AI5438
 AI5438.The geoid height was determined by GEOID03.
 AI5438
 AI5438;                    North         East     Units Scale Factor Converg.
 AI5438;SPC NM W     -   519,214.723   801,702.357   MT  0.99992653   -0 10 56.4
 AI5438;SPC NM W     - 1,703,456.97  2,630,251.82   sFT  0.99992653   -0 10 56.4
 AI5438;UTM  12      - 3,952,361.321   758,293.624   MT  1.00042220   +1 39 56.2
 AI5438
 AI5438!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5438!SPC NM W     -   0.99966558  x   0.99992653  =   0.99959213
 AI5438!UTM  12      -   0.99966558  x   1.00042220  =   1.00008764
 AI5438
 AI5438                          SUPERSEDED SURVEY CONTROL
 AI5438
 AI5438.No superseded survey control is available for this station.
 AI5438
 AI5438_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYE5829452361(NAD 83)
 AI5438_MARKER: DD = SURVEY DISK
 AI5438_SETTING: 66 = SET IN ROCK OUTCROP
 AI5438_STAMPING: 1184-3 1963
 AI5438_MARK LOGO: LEAS  
 AI5438_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI5438_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AI5438+STABILITY: POSITION/ELEVATION WELL
 AI5438_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5438+SATELLITE: SATELLITE OBSERVATIONS - May 18, 2004
 AI5438
 AI5438  HISTORY     - Date     Condition        Report By
 AI5438  HISTORY     - 1963     MONUMENTED       LEAS
 AI5438  HISTORY     - 19990312 GOOD             NAVNAT
 AI5438  HISTORY     - 20040518 GOOD             NGS
 AI5438
 AI5438                          STATION DESCRIPTION
 AI5438
 AI5438'DESCRIBED BY NAVAJO NATION 1999 (LLY)
 AI5438'THE STATION IS LOCATED ON THE NAVAJO INDIAN RESERVATION, ABOUT 120 M
 AI5438'(393.7 FT) SOUTH-SOUTHWEST OF THE WATER TANK IN CROWNPOINT.
 AI5438'OWNERSHIP--NAVAJO NATION, CONTACT - NAVAJO LAND DEPARTMENT, TELEPHONE
 AI5438'520-871-5948, PO BOX 2409, WINDOW ROCK AZ 86515-2409.  TO REACH THE
 AI5438'STATION FROM INTERSTATE HIGHWAY 40 EXIT 53 IN THOREAU, GO NORTH ON
 AI5438'STATE HIGHWAY 371 FOR 24.5 MI (39.4 KM), PASSING A RAILROAD OVERPASS
 AI5438'AT 0.3 MI (0.5 KM) AND THE CONTINENTAL DIVIDE AT 16.3 MI (26.2 KM), TO
 AI5438'A T-INTERSECTION WITH PAVED OLD STATE HIGHWAY 56.  TURN LEFT, WEST FOR
 AI5438'0.1 MI (0.2 KM) TO A T-INTERSECTION.  TURN RIGHT, NORTHWEST FOR 0.4 MI
 AI5438'(0.6 KM) TO A CROSSROAD IN THE CROWNPOINT BOARDING SCHOOL COMPLEX.
 AI5438'TURN LEFT, WEST FOR 0.2 MI (0.3 KM) TO A GRAVELLED PARKING LOT ON THE
 AI5438'SOUTHWEST SIDE OF THE STREET.  TURN LEFT, SOUTHWEST, CROSSING THE
 AI5438'GRAVELLED PARKING LOT, ONTO A TRACK ROAD LEADING TO THE WATER TANK FOR
 AI5438'0.05 MI (0.08 KM) TO A Y-INTERSECTION.  TURN LEFT, SOUTHWEST AND CLIMB
 AI5438'THE MESA FOR 0.1 MI (0.2 KM), PROCEEDING STRAIGHT THROUGH A CROSSROAD,
 AI5438'TO THE TOP OF THE MESA AND THE STATION ON THE LEFT.  THE STATION IS A
 AI5438'0.05 M (0.16 FT) DIAMETER BRASS DISK EMBEDDED IN A LARGE SANDSTONE
 AI5438'OUTCROP THAT IS FLUSH WITH THE SURFACE.  THIS STATION IS PART OF THE
 AI5438'NAVAJO CONTROL SYSTEM SET BY LIMBAUGH ENGINEERING AND AERIAL SURVEY IN
 AI5438'1963.  LOCATED ABOUT 25 M (82.0 FT) EAST OF THE CENTERLINE OF THE
 AI5438'TRACK ROAD AND 3 M (9.8 FT) EAST OF A PINON TREE.
 AI5438
 AI5438                          STATION RECOVERY (2004)
 AI5438
 AI5438'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (WAS)
 AI5438'THE STATION IS LOCATED IN CROWNPOINT ON THE NAVAJO INDIAN RESERVATION
 AI5438'NEAR THE  PROMINENT MESA-TOP WATER TANK.  OWNERSHIP--NAVAJO NATION,
 AI5438'CONTACT - NAVAJO LAND  DEPARTMENT, TELEPHONE - 520-871-5948, PO BOX
 AI5438'2409, WINDOW ROCK AZ 86515-2409.
 AI5438' 
 AI5438'TO REACH THE STATION FROM THE JUNCTION OF NEW MEXICO-371 AND CHACO
 AI5438'ROAD ON THE  SOUTHEAST EDGE OF CROWNPOINT, HEAD WEST ON CHACO ROAD FOR
 AI5438'1.0 MI TO THE JUNCTION  WITH CODE TALKER STREET.  TURN RIGHT, NORTH,
 AI5438'ON CODE TALKER STREET AND GO 0.3 MI TO A  T-JUNCTION.  TURN RIGHT,
 AI5438'EAST, AND GO 0.3 MI TO A DIRT ROAD ON THE RIGHT.  TURN RIGHT,  SOUTH,
 AI5438'ON THE DIRT ROAD AND GO 0.05 MI TO A JUNCTION WITH A ROAD ON THE
 AI5438'RIGHT.  CONTINUE  STRAIGHT, SOUTHEAST, FOR ANOTHER 0.05 MI TO THE
 AI5438'JUNCTION WITH A TRACK ROAD ON THE RIGHT  THAT CLIMBS STEEPLY UP THE
 AI5438'MESA.  TURN RIGHT, SOUTHWEST, AND FOLLOW THE ROUGH TRACK  ROAD UP THE
 AI5438'MESA FOR 0.1 MI TO THE STATION ON THE LEFT.  FOUR-WHEEL DRIVE IS
 AI5438'REQUIRED FOR  THE LAST 0.05 MI OF THE APPROACH.
 AI5438' 
 AI5438'THE STATION IS A 0.06 CM LIMBAUGH ENGINEERING AND AERIAL SURVEY DISK
 AI5438'SET IN THE TOP  SURFACE OF A 4 M BY 7 M SANDSTONE OUTCROP NEAR THE
 AI5438'EDGE OF THE NORTHEASTERN ARM OF  THE MESA.  THE STATION IS
 AI5438'APPROXIMATELY 200 M NORTH OF THE COMMUNICATION TOWER AND
 AI5438'APPROXIMATELY 150 M NORTHEAST OF THE WATER TANK, BOTH ON TOP OF THE
 AI5438'MESA.  IT IS 27.0 M  EAST OF THE CENTERLINE OF THE TRACK ACCESS ROAD,
 AI5438'25.0 M NORTHEAST OF THE EAST END OF A 3  M LONG BY 0.4 M TALL CONCRETE
 AI5438'BARRIER WALL AT THE EDGE OF THE ROAD, 3.0 M EAST OF A 2 M  TALL PINYON
 AI5438'PINE TREE, AND 0.9 M WEST OF THE EAST EDGE OF THE SANDSTONE OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0612 ***********************************************************************
 DS0612  DESIGNATION -  119
 DS0612  PID         -  DS0612
 DS0612  STATE/COUNTY-  NM/SOCORRO
 DS0612  USGS QUAD   -  POPE (1981)
 DS0612
 DS0612                         *CURRENT SURVEY CONTROL
 DS0612  ___________________________________________________________________
 DS0612* NAD 83(1986)-  33 31 26.     (N)    106 59 37.     (W)     SCALED    
 DS0612* NAVD 88     -      1439.501  (meters)    4722.76   (feet)  ADJUSTED  
 DS0612  ___________________________________________________________________
 DS0612  GEOID HEIGHT-         -22.83  (meters)                     GEOID03
 DS0612  DYNAMIC HT  -        1437.436 (meters)    4715.99  (feet)  COMP
 DS0612  MODELED GRAV-     979,152.5   (mgal)                       NAVD 88
 DS0612
 DS0612  VERT ORDER  -  FIRST     CLASS II
 DS0612
 DS0612.The horizontal coordinates were scaled from a topographic map and have
 DS0612.an estimated accuracy of +/- 6 seconds.
 DS0612
 DS0612.The orthometric height was determined by differential leveling
 DS0612.and adjusted by the National Geodetic Survey in June 1991..
 DS0612
 DS0612.The geoid height was determined by GEOID03.
 DS0612
 DS0612.The dynamic height is computed by dividing the NAVD 88
 DS0612.geopotential number by the normal gravity value computed on the
 DS0612.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0612.degrees latitude (g = 980.6199 gals.).
 DS0612
 DS0612.The modeled gravity was interpolated from observed gravity values.
 DS0612
 DS0612;                    North         East    Units  Estimated Accuracy
 DS0612;SPC NM C     -   280,100.      430,930.      MT  (+/- 180 meters Scaled)
 DS0612
 DS0612                          SUPERSEDED SURVEY CONTROL
 DS0612
 DS0612  NGVD 29 (??/??/92) 1438.833  (m)         4720.57   (f) ADJ UNCH    1 2
 DS0612
 DS0612.Superseded values are not recommended for survey control.
 DS0612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0612.See file dsdata.txt to determine how the superseded data were derived.
 DS0612
 DS0612_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT148111(NAD 83)
 DS0612_MARKER: P = PIPE CAP
 DS0612_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DS0612_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DS0612_STAMPING: 4720.673 119
 DS0612_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DS0612
 DS0612  HISTORY     - Date     Condition        Report By
 DS0612  HISTORY     - UNK      MONUMENTED       USGS
 DS0612  HISTORY     - 1952     GOOD             NGS
 DS0612
 DS0612                          STATION DESCRIPTION
 DS0612
 DS0612'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DS0612'25.2 MI N FROM ENGLE.
 DS0612'25.2 MILES NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD FROM
 DS0612'THE STATION AT ENGLE, 0.1 MILE NORTH OF A TRACK ROAD CROSSING, 157
 DS0612'FEET NORTH OF MILEPOST 1018, 42 FEET WEST OF THE WEST RAIL, 18 FEET
 DS0612'SOUTHWEST OF A TELEPHONE POLE, 6 FEET EAST OF A FENCE, 2 FEET
 DS0612'SOUTHWEST OF A WITNESS POST, RIVETED ON THE TOP OF AN IRON PIPE WHICH
 DS0612'PROJECTS 1.0 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI5447 ***********************************************************************
 AI5447  CBN         -  This is a Cooperative Base Network Control Station.
 AI5447  DESIGNATION -  1195 GPS
 AI5447  PID         -  AI5447
 AI5447  STATE/COUNTY-  NM/OTERO
 AI5447  USGS QUAD   -  MALONE DRAW (1981)
 AI5447
 AI5447                         *CURRENT SURVEY CONTROL
 AI5447  ___________________________________________________________________
 AI5447* NAD 83(1992)-  32 53 17.56614(N)    106 06 13.39378(W)     ADJUSTED  
 AI5447* NAVD 88     -      1258.2    (meters)    4128.     (feet)  GPS OBS   
 AI5447  ___________________________________________________________________
 AI5447  X           -  -1,487,366.233 (meters)                     COMP
 AI5447  Y           -  -5,151,845.591 (meters)                     COMP
 AI5447  Z           -   3,444,225.433 (meters)                     COMP
 AI5447  LAPLACE CORR-           5.37  (seconds)                    DEFLEC99
 AI5447  ELLIP HEIGHT-        1235.47  (meters)          (05/26/00) GPS OBS
 AI5447  GEOID HEIGHT-         -22.76  (meters)                     GEOID03
 AI5447
 AI5447  HORZ ORDER  -  A
 AI5447  ELLP ORDER  -  SECOND    CLASS I
 AI5447
 AI5447.The horizontal coordinates were established by GPS observations
 AI5447.and adjusted by the National Geodetic Survey in May 2000..
 AI5447
 AI5447.The orthometric height was determined by GPS observations and a
 AI5447.high-resolution geoid model.
 AI5447
 AI5447.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5447
 AI5447.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI5447
 AI5447.The ellipsoidal height was determined by GPS observations
 AI5447.and is referenced to NAD 83.
 AI5447
 AI5447.The geoid height was determined by GEOID03.
 AI5447
 AI5447;                    North         East     Units Scale Factor Converg.
 AI5447;SPC NM C     -   209,364.683   513,686.140   MT  0.99990231   +0 04 45.9
 AI5447;SPC NM C     -   686,890.63  1,685,318.61   sFT  0.99990231   +0 04 45.9
 AI5447;UTM  13      - 3,639,434.297   396,762.565   MT  0.99973141   -0 35 57.8
 AI5447
 AI5447!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5447!SPC NM C     -   0.99980607  x   0.99990231  =   0.99970839
 AI5447!UTM  13      -   0.99980607  x   0.99973141  =   0.99953753
 AI5447
 AI5447                          SUPERSEDED SURVEY CONTROL
 AI5447
 AI5447.No superseded survey control is available for this station.
 AI5447
 AI5447_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS9676339434(NAD 83)
 AI5447_MARKER: Z = SEE DESCRIPTION
 AI5447_SETTING: 0 = UNSPECIFIED SETTING
 AI5447_MARK LOGO: NONE  
 AI5447_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI5447_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AI5447_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5447+SATELLITE: SATELLITE OBSERVATIONS - April 02, 1999
 AI5447
 AI5447  HISTORY     - Date     Condition        Report By
 AI5447  HISTORY     - 1998     MONUMENTED       NIMA
 AI5447  HISTORY     - 19990402 GOOD             NIMA
 AI5447
 AI5447                          STATION DESCRIPTION
 AI5447
 AI5447'DESCRIBED BY NATIONAL IMAGERY + MAPPING AGENCY 1999 (PJR)
 AI5447'THE STATION IS LOCATED ABOUT 8 MI (12.9 KM) WEST OF ALAMOGORDO, IN A
 AI5447'RESTRICTED AREA ON HOLLOMAN AIR FORCE BASE.  OWNERSHIP--NATIONAL
 AI5447'IMAGERY AND MAPPING AGENCY, GEODESY AND GEOPHYSICS DEPARTMENT,
 AI5447'GEOMETRIC GEODESY BRANCH, HOLLOMAN AIR FORCE BASE NM, PHONE
 AI5447'505-475-7056.  TO REACH THE STATION FROM THE MAIN GATE OF HOLLOMAN AIR
 AI5447'FORCE BASE, GO NORTHWEST OF FIRST STREET FOR 1.1 MI (1.8 KM) TO THE
 AI5447'INTERSECTION OF EAST DELAWARE.  TURN RIGHT AND GO EAST ON EAST
 AI5447'DELAWARE FOR 0.4 MI (0.6 KM) TO A Y-INTERSECTION.  BEAR LEFT, NORTH ON
 AI5447'SABER ROAD FOR 2.1 MI (3.4 KM) TO A POINT WHERE THE ROAD CURVES LEFT
 AI5447'(WEST) AND BECOMES DOUGLAS ROAD.  CONTINUE AHEAD ON DOUGLAS ROAD FOR 1
 AI5447'MI (1.6 KM) TO THE INTERSECTION OF DEZONIA ROAD.  TURN RIGHT AND GO
 AI5447'NORTH FOR 1.0 MI (1.6 KM) TO THE END OF PAVED ROAD.  TURN LEFT AND GO
 AI5447'WEST FOR 0.1 MI (0.2 KM) TO A LOCKED GATE.  PROCEED THROUGH THE GATE
 AI5447'TO THE STATION.  THE STATION IS THE TOP CENTER OF THE MOUNTING POLE
 AI5447'FOR ANTENNA.  LOCATED 6.3 FT (1.9 M) EAST FROM THE SOUTHWEST CORNER OF
 AI5447'BUILDING 1195 AND 24.8 FT (7.6 M) ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0673 ***********************************************************************
 CX0673  DESIGNATION -  12
 CX0673  PID         -  CX0673
 CX0673  STATE/COUNTY-  NM/DONA ANA
 CX0673  USGS QUAD   -  LAS CRUCES (1978)
 CX0673
 CX0673                         *CURRENT SURVEY CONTROL
 CX0673  ___________________________________________________________________
 CX0673* NAD 83(1986)-  32 15 57.     (N)    106 45 41.     (W)     SCALED    
 CX0673* NAVD 88     -      1182.153  (meters)    3878.45   (feet)  ADJUSTED  
 CX0673  ___________________________________________________________________
 CX0673  GEOID HEIGHT-         -23.95  (meters)                     GEOID03
 CX0673  DYNAMIC HT  -        1180.401 (meters)    3872.70  (feet)  COMP
 CX0673  MODELED GRAV-     979,116.8   (mgal)                       NAVD 88
 CX0673
 CX0673  VERT ORDER  -  SECOND    CLASS 0
 CX0673
 CX0673.The horizontal coordinates were scaled from a topographic map and have
 CX0673.an estimated accuracy of +/- 6 seconds.
 CX0673
 CX0673.The orthometric height was determined by differential leveling
 CX0673.and adjusted by the National Geodetic Survey in June 1991..
 CX0673
 CX0673.The geoid height was determined by GEOID03.
 CX0673
 CX0673.The dynamic height is computed by dividing the NAVD 88
 CX0673.geopotential number by the normal gravity value computed on the
 CX0673.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0673.degrees latitude (g = 980.6199 gals.).
 CX0673
 CX0673.The modeled gravity was interpolated from observed gravity values.
 CX0673
 CX0673;                    North         East    Units  Estimated Accuracy
 CX0673;SPC NM C     -   140,460.      451,820.      MT  (+/- 180 meters Scaled)
 CX0673
 CX0673                          SUPERSEDED SURVEY CONTROL
 CX0673
 CX0673  NGVD 29 (??/??/92) 1181.613  (m)         3876.68   (f) ADJ UNCH    2 0
 CX0673
 CX0673.Superseded values are not recommended for survey control.
 CX0673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0673.See file dsdata.txt to determine how the superseded data were derived.
 CX0673
 CX0673_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR340712(NAD 83)
 CX0673_MARKER: Z = SEE DESCRIPTION
 CX0673_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CX0673_SP_SET: POST
 CX0673_STAMPING: 12
 CX0673_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX0673
 CX0673  HISTORY     - Date     Condition        Report By
 CX0673  HISTORY     - UNK      MONUMENTED       BOR
 CX0673  HISTORY     - 1954     MARK NOT FOUND   NGS
 CX0673
 CX0673                          STATION DESCRIPTION
 CX0673
 CX0673'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 CX0673'0.7 MI SE FROM MESILLA PARK.
 CX0673'0.7 MILE SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 CX0673'FROM THE STATION AT MESILLA PARK, DONA ANA COUNTY, 200 FEET WEST OF A
 CX0673'LARGE ADOBE HOUSE, 45 FEET SOUTH OF A GATE IN THE RIGHT-OF-WAY FENCE,
 CX0673'40 FEET EAST OF THE CENTERLINE OF THE TRACK, 43 FEET WEST OF THE
 CX0673'CENTERLINE OF A ROAD, AND SET IN THE TOP OF A 4- BY 4-INCH POST
 CX0673'PROJECTING 8 INCHES ABOVE GROUND.  A 1/2-INCH IRON PIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0308 ***********************************************************************
 FO0308  DESIGNATION -  12 1/2 RESET
 FO0308  PID         -  FO0308
 FO0308  STATE/COUNTY-  NM/BERNALILLO
 FO0308  USGS QUAD   -  LA MESITA NEGRA SE (1990)
 FO0308
 FO0308                         *CURRENT SURVEY CONTROL
 FO0308  ___________________________________________________________________
 FO0308* NAD 83(1986)-  35 06 37.     (N)    106 46 53.     (W)     SCALED    
 FO0308* NAVD 88     -      1752.674  (meters)    5750.23   (feet)  ADJUSTED  
 FO0308  ___________________________________________________________________
 FO0308  GEOID HEIGHT-         -21.44  (meters)                     GEOID03
 FO0308  DYNAMIC HT  -        1750.223 (meters)    5742.19  (feet)  COMP
 FO0308  MODELED GRAV-     979,174.5   (mgal)                       NAVD 88
 FO0308
 FO0308  VERT ORDER  -  FIRST     CLASS II
 FO0308
 FO0308.The horizontal coordinates were scaled from a topographic map and have
 FO0308.an estimated accuracy of +/- 6 seconds.
 FO0308
 FO0308.The orthometric height was determined by differential leveling
 FO0308.and adjusted by the National Geodetic Survey in June 1991..
 FO0308
 FO0308.The geoid height was determined by GEOID03.
 FO0308
 FO0308.The dynamic height is computed by dividing the NAVD 88
 FO0308.geopotential number by the normal gravity value computed on the
 FO0308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0308.degrees latitude (g = 980.6199 gals.).
 FO0308
 FO0308.The modeled gravity was interpolated from observed gravity values.
 FO0308
 FO0308;                    North         East    Units  Estimated Accuracy
 FO0308;SPC NM C     -   455,940.      451,560.      MT  (+/- 180 meters Scaled)
 FO0308
 FO0308                          SUPERSEDED SURVEY CONTROL
 FO0308
 FO0308  NGVD 29 (??/??/92) 1751.812  (m)         5747.40   (f) ADJ UNCH    1 2
 FO0308
 FO0308.Superseded values are not recommended for survey control.
 FO0308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0308.See file dsdata.txt to determine how the superseded data were derived.
 FO0308
 FO0308_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU376867(NAD 83)
 FO0308_MARKER: DD = SURVEY DISK
 FO0308_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FO0308_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FO0308_STAMPING: 12 1/2 5753
 FO0308_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FO0308
 FO0308  HISTORY     - Date     Condition        Report By
 FO0308  HISTORY     - 1951     MONUMENTED       CGS
 FO0308  HISTORY     - 1951     GOOD             NGS
 FO0308
 FO0308                          STATION DESCRIPTION
 FO0308
 FO0308'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 FO0308'8.95 MI NW FROM ALBUQUERQUE.
 FO0308'0.25 MILE NORTH ALONG NORTH FIFTH STREET FROM THE COUNTY COURTHOUSE AT
 FO0308'ALBUQUERQUE, THENCE 1.1 MILES WEST ALONG WEST NEW YORK AVENUE, THENCE
 FO0308'3.4 MILES SOUTHWEST ALONG U.S. HIGHWAY 66 TO THE WEST MESA MOTEL,
 FO0308'THENCE 3.0 MILES NORTHWEST ALONG A GRADED SANDY ROAD, THENCE 1.2 MILES
 FO0308'NORTHWEST ALONG A SANDY TRACK ROAD, AT AN INTERSECTION WITH AN EAST
 FO0308'AND WEST ROAD, 54 FEET SOUTH OF THE CENTER LINE OF A TRACK ROAD, 165
 FO0308'FEET EAST OF THE EAST SIDE OF AN ARROYO, 28 FEET NORTH OF THE CENTER
 FO0308'LINE OF A TRACK ROAD, 1.7 FEET EAST OF A WITNESS POST, RIVETED ON THE
 FO0308'TOP OF A 3 1/2 INCH IRON PIPE WHICH PROJECTS 0.6 FOOT ABOVE THE
 FO0308'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0161 ***********************************************************************
 GN0161  DESIGNATION -  12 D
 GN0161  PID         -  GN0161
 GN0161  STATE/COUNTY-  NM/RIO ARRIBA
 GN0161  USGS QUAD   -  ABIQUIU (1995)
 GN0161
 GN0161                         *CURRENT SURVEY CONTROL
 GN0161  ___________________________________________________________________
 GN0161* NAD 83(1986)-  36 12 13.     (N)    106 20 23.     (W)     SCALED    
 GN0161* NAVD 88     -      1828.368  (meters)    5998.57   (feet)  ADJUSTED  
 GN0161  ___________________________________________________________________
 GN0161  GEOID HEIGHT-         -18.75  (meters)                     GEOID03
 GN0161  DYNAMIC HT  -        1825.913 (meters)    5990.52  (feet)  COMP
 GN0161  MODELED GRAV-     979,225.8   (mgal)                       NAVD 88
 GN0161
 GN0161  VERT ORDER  -  SECOND    CLASS 0
 GN0161
 GN0161.The horizontal coordinates were scaled from a topographic map and have
 GN0161.an estimated accuracy of +/- 6 seconds.
 GN0161
 GN0161.The orthometric height was determined by differential leveling
 GN0161.and adjusted by the National Geodetic Survey in June 1991..
 GN0161
 GN0161.The geoid height was determined by GEOID03.
 GN0161
 GN0161.The dynamic height is computed by dividing the NAVD 88
 GN0161.geopotential number by the normal gravity value computed on the
 GN0161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GN0161.degrees latitude (g = 980.6199 gals.).
 GN0161
 GN0161.The modeled gravity was interpolated from observed gravity values.
 GN0161
 GN0161;                    North         East    Units  Estimated Accuracy
 GN0161;SPC NM C     -   577,110.      491,930.      MT  (+/- 180 meters Scaled)
 GN0161
 GN0161                          SUPERSEDED SURVEY CONTROL
 GN0161
 GN0161  NGVD 29 (??/??/92) 1827.295  (m)         5995.05   (f) ADJ UNCH    2 0
 GN0161
 GN0161.Superseded values are not recommended for survey control.
 GN0161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0161.See file dsdata.txt to determine how the superseded data were derived.
 GN0161
 GN0161_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCA795073(NAD 83)
 GN0161_MARKER: DD = SURVEY DISK
 GN0161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GN0161_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GN0161_STAMPING: 12 D 5995 1934
 GN0161_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GN0161+STABILITY: SURFACE MOTION
 GN0161
 GN0161  HISTORY     - Date     Condition        Report By
 GN0161  HISTORY     - 1934     MONUMENTED       USGS
 GN0161  HISTORY     - 1939     GOOD             NGS
 GN0161  HISTORY     - 1951     GOOD             DOD
 GN0161
 GN0161                          STATION DESCRIPTION
 GN0161
 GN0161'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 GN0161'1.4 MI NW FROM ABIQUIU.
 GN0161'1.4 MILES NORTHWEST OF POST OFFICE.  ALONG U.S. HIGHWAY NO. 285. 91
 GN0161'FEET NORTHEAST OF 3 FOOT G.I. CULVERT.  80 FEET NORTH OF ROAD. 15 FEET
 GN0161'SOUTH OF WEST CORNER OF ADOBE HOUSE.
 GN0161
 GN0161                          STATION RECOVERY (1951)
 GN0161
 GN0161'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1951
 GN0161'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0970 ***********************************************************************
 FO0970  DESIGNATION -  12 FTM
 FO0970  PID         -  FO0970
 FO0970  STATE/COUNTY-  NM/SANTA FE
 FO0970  USGS QUAD   -  MORIARTY NORTH (1986)
 FO0970
 FO0970                         *CURRENT SURVEY CONTROL
 FO0970  ___________________________________________________________________
 FO0970* NAD 83(1992)-  35 05 22.36147(N)    106 07 14.18149(W)     ADJUSTED  
 FO0970* NAVD 88     -      1955.17   (+/-2cm)    6414.6    (feet)  VERTCON   
 FO0970  ___________________________________________________________________
 FO0970  LAPLACE CORR-          -0.90  (seconds)                    DEFLEC99
 FO0970  GEOID HEIGHT-         -19.46  (meters)                     GEOID03
 FO0970
 FO0970  HORZ ORDER  -  SECOND
 FO0970  VERT ORDER  -  THIRD ? (See Below)
 FO0970
 FO0970.The horizontal coordinates were established by classical geodetic methods
 FO0970.and adjusted by the National Geodetic Survey in December 1993..
 FO0970
 FO0970.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO0970.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO0970.The vertical order pertains to the NGVD 29 superseded value.
 FO0970
 FO0970.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO0970
 FO0970.The geoid height was determined by GEOID03.
 FO0970
 FO0970;                    North         East     Units Scale Factor Converg.
 FO0970;SPC NM C     -   453,515.112   511,798.085   MT  0.99990171   +0 04 27.8
 FO0970;SPC NM C     - 1,487,907.50  1,679,124.22   sFT  0.99990171   +0 04 27.8
 FO0970;UTM  13      - 3,883,547.598   397,852.147   MT  0.99972859   -0 38 39.3
 FO0970
 FO0970!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO0970!SPC NM C     -   0.99969625  x   0.99990171  =   0.99959799
 FO0970!UTM  13      -   0.99969625  x   0.99972859  =   0.99942492
 FO0970
 FO0970:                Primary Azimuth Mark                     Grid Az
 FO0970:SPC NM C     -  3510625002                               235 18 32.7
 FO0970:UTM  13      -  3510625002                               236 01 39.8
 FO0970
 FO0970|---------------------------------------------------------------------|
 FO0970| PID    Reference Object                     Distance      Geod. Az  |
 FO0970|                                                           dddmmss.s |
 FO0970| FO0974 3510625002                          APPROX. 6.2 KM 2352300.5 |
 FO0970|---------------------------------------------------------------------|
 FO0970
 FO0970                          SUPERSEDED SURVEY CONTROL
 FO0970
 FO0970  NAD 83(1986)-  35 05 22.37288(N)    106 07 14.18329(W) AD(       ) 2
 FO0970  NAD 27      -  35 05 22.20783(N)    106 07 12.08144(W) AD(       ) 2
 FO0970  NGVD 29 (07/19/86) 1954.27   (m)         6411.6    (f) LEVELING    3  
 FO0970
 FO0970.Superseded values are not recommended for survey control.
 FO0970.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0970.See file dsdata.txt to determine how the superseded data were derived.
 FO0970
 FO0970_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU9785283548(NAD 83)
 FO0970_MARKER: Z = SEE DESCRIPTION
 FO0970_SETTING: 0 = UNSPECIFIED SETTING
 FO0970
 FO0970  HISTORY     - Date     Condition        Report By
 FO0970  HISTORY     - 1973     MONUMENTED
 FO0970  HISTORY     - 1954     GOOD             USGS
 FO0970
 FO0970                          STATION DESCRIPTION
 FO0970
 FO0970'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 FO0970'TO REACH STATION FROM POST OFFICE IN EDGEWOOD, NEW MEXICO, GO 0.25 MI.
 FO0970'E. ON U.S. HIGHWAY 66 TO JUNCTION U.S. HIGHWAY 66 AND STATE ROAD 344,
 FO0970'TURN N. 1.5 MI. TO CROSSROAD, GO E. 4.0 MI. TO CROSSROAD, TURN N. 0.40
 FO0970'MI. TO HIGH FENCE POST.  STATION IS ABOUT 30 FT. E. OF CENTER OF RD.
 FO0970'AND ABOUT 10 FT. E. OF HIGH FENCE POST.
 FO0970'
 FO0970'STATION MARK--STANDARD BRONZE TABLET, STAMPED ---12 FTM 1952---.
 FO0970'
 FO0970'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0612 ***********************************************************************
 ER0612  DESIGNATION -  120 BKC
 ER0612  PID         -  ER0612
 ER0612  STATE/COUNTY-  NM/CATRON
 ER0612  USGS QUAD   -  MESA PARADA (1971)
 ER0612
 ER0612                         *CURRENT SURVEY CONTROL
 ER0612  ___________________________________________________________________
 ER0612* NAD 83(1986)-  34 25 55.     (N)    109 02 15.     (W)     SCALED    
 ER0612* NAVD 88     -      1990.681  (meters)    6531.09   (feet)  ADJUSTED  
 ER0612  ___________________________________________________________________
 ER0612  GEOID HEIGHT-         -22.66  (meters)                     GEOID03
 ER0612  DYNAMIC HT  -        1987.694 (meters)    6521.29  (feet)  COMP
 ER0612  MODELED GRAV-     979,063.9   (mgal)                       NAVD 88
 ER0612
 ER0612  VERT ORDER  -  SECOND    CLASS 0
 ER0612
 ER0612.The horizontal coordinates were scaled from a topographic map and have
 ER0612.an estimated accuracy of +/- 6 seconds.
 ER0612
 ER0612.The orthometric height was determined by differential leveling
 ER0612.and adjusted by the National Geodetic Survey in June 1991..
 ER0612
 ER0612.The geoid height was determined by GEOID03.
 ER0612
 ER0612.The dynamic height is computed by dividing the NAVD 88
 ER0612.geopotential number by the normal gravity value computed on the
 ER0612.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0612.degrees latitude (g = 980.6199 gals.).
 ER0612
 ER0612.The modeled gravity was interpolated from observed gravity values.
 ER0612
 ER0612;                    North         East    Units  Estimated Accuracy
 ER0612;SPC NM W     -   381,230.      719,330.      MT  (+/- 180 meters Scaled)
 ER0612
 ER0612                          SUPERSEDED SURVEY CONTROL
 ER0612
 ER0612.No superseded survey control is available for this station.
 ER0612
 ER0612_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD803117(NAD 83)
 ER0612_MARKER: DB = BENCH MARK DISK
 ER0612_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 ER0612_SP_SET: COPPER-CLAD STEEL ROD
 ER0612_STAMPING: 120 BKC 1968 6528
 ER0612_MARK LOGO: USGS  
 ER0612_MAGNETIC: I = MARKER IS A STEEL ROD
 ER0612_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ER0612_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ER0612+SATELLITE: SATELLITE OBSERVATIONS - 1968
 ER0612
 ER0612  HISTORY     - Date     Condition        Report By
 ER0612  HISTORY     - 1968     MONUMENTED       USGS
 ER0612
 ER0612                          STATION DESCRIPTION
 ER0612
 ER0612'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 ER0612'FROM THE HIGH SCHOOL IN ST. JOHNS, ARIZONA, PROCEED 0.8 MILES EAST
 ER0612'ALONG U S HIGHWAY 666, THENCE 17.3 MILES EAST ALONG A GRAVEL ROAD,
 ER0612'THENCE 4.0 MILES SOUTHEAST ALONG A DIRT ROAD, 52 FEET NORTH OF THE
 ER0612'ROAD, 3 FEET SOUTH OF A WITNESS POST, SET ON A COPPER-COATED ROD
 ER0612'WHICH IS ENCASED IN A PIPE FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0613 ***********************************************************************
 ER0613  DESIGNATION -  121 BKC
 ER0613  PID         -  ER0613
 ER0613  STATE/COUNTY-  NM/CATRON
 ER0613  USGS QUAD   -  MESA PARADA (1971)
 ER0613
 ER0613                         *CURRENT SURVEY CONTROL
 ER0613  ___________________________________________________________________
 ER0613* NAD 83(1986)-  34 25 12.     (N)    109 01 16.     (W)     SCALED    
 ER0613* NAVD 88     -      1985.063  (meters)    6512.66   (feet)  ADJUSTED  
 ER0613  ___________________________________________________________________
 ER0613  GEOID HEIGHT-         -22.61  (meters)                     GEOID03
 ER0613  DYNAMIC HT  -        1982.082 (meters)    6502.88  (feet)  COMP
 ER0613  MODELED GRAV-     979,063.3   (mgal)                       NAVD 88
 ER0613
 ER0613  VERT ORDER  -  SECOND    CLASS 0
 ER0613
 ER0613.The horizontal coordinates were scaled from a topographic map and have
 ER0613.an estimated accuracy of +/- 6 seconds.
 ER0613
 ER0613.The orthometric height was determined by differential leveling
 ER0613.and adjusted by the National Geodetic Survey in June 1991..
 ER0613
 ER0613.The geoid height was determined by GEOID03.
 ER0613
 ER0613.The dynamic height is computed by dividing the NAVD 88
 ER0613.geopotential number by the normal gravity value computed on the
 ER0613.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0613.degrees latitude (g = 980.6199 gals.).
 ER0613
 ER0613.The modeled gravity was interpolated from observed gravity values.
 ER0613
 ER0613;                    North         East    Units  Estimated Accuracy
 ER0613;SPC NM W     -   379,880.      720,820.      MT  (+/- 180 meters Scaled)
 ER0613
 ER0613                          SUPERSEDED SURVEY CONTROL
 ER0613
 ER0613.No superseded survey control is available for this station.
 ER0613
 ER0613_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD818105(NAD 83)
 ER0613_MARKER: DB = BENCH MARK DISK
 ER0613_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 ER0613_SP_SET: COPPER-CLAD STEEL ROD
 ER0613_STAMPING: 121 BKC 1968 6510
 ER0613_MARK LOGO: USGS  
 ER0613_MAGNETIC: I = MARKER IS A STEEL ROD
 ER0613_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ER0613_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ER0613+SATELLITE: SATELLITE OBSERVATIONS - 1968
 ER0613
 ER0613  HISTORY     - Date     Condition        Report By
 ER0613  HISTORY     - 1968     MONUMENTED       USGS
 ER0613
 ER0613                          STATION DESCRIPTION
 ER0613
 ER0613'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 ER0613'FROM THE HIGH SCHOOL IN ST. JOHNS, ARIZONA, PROCEED 0.8 MILES EAST
 ER0613'ALONG U S HIGHWAY 666, THENCE 17.3 MILES EAST ALONG A GRAVEL ROAD,
 ER0613'THENCE 5.3 MILES SOUTHEAST ALONG A DIRT ROAD TO A Y-ROAD SOUTHWEST,
 ER0613'28 FEET SOUTH OF A ROAD JUNCTION, 3 FEET EAST OF A WITNESS POST, SET
 ER0613'ON A COPPER-COATED ROD WHICH IS ENCASED IN A PIPE FLUSH WITH THE
 ER0613'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0794 ***********************************************************************
 DS0794  DESIGNATION -  122
 DS0794  PID         -  DS0794
 DS0794  STATE/COUNTY-  NM/SOCORRO
 DS0794  USGS QUAD   -  LAVA (1980)
 DS0794
 DS0794                         *CURRENT SURVEY CONTROL
 DS0794  ___________________________________________________________________
 DS0794* NAD 83(1986)-  33 29 06.     (N)    107 00 53.     (W)     SCALED    
 DS0794* NAVD 88     -      1439.765  (meters)    4723.63   (feet)  ADJUSTED  
 DS0794  ___________________________________________________________________
 DS0794  GEOID HEIGHT-         -22.87  (meters)                     GEOID03
 DS0794  DYNAMIC HT  -        1437.685 (meters)    4716.80  (feet)  COMP
 DS0794  MODELED GRAV-     979,142.3   (mgal)                       NAVD 88
 DS0794
 DS0794  VERT ORDER  -  FIRST     CLASS II
 DS0794
 DS0794.The horizontal coordinates were scaled from a topographic map and have
 DS0794.an estimated accuracy of +/- 6 seconds.
 DS0794
 DS0794.The orthometric height was determined by differential leveling
 DS0794.and adjusted by the National Geodetic Survey in June 1991..
 DS0794
 DS0794.The geoid height was determined by GEOID03.
 DS0794
 DS0794.The dynamic height is computed by dividing the NAVD 88
 DS0794.geopotential number by the normal gravity value computed on the
 DS0794.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0794.degrees latitude (g = 980.6199 gals.).
 DS0794
 DS0794.The modeled gravity was interpolated from observed gravity values.
 DS0794
 DS0794;                    North         East    Units  Estimated Accuracy
 DS0794;SPC NM C     -   275,800.      428,930.      MT  (+/- 180 meters Scaled)
 DS0794
 DS0794                          SUPERSEDED SURVEY CONTROL
 DS0794
 DS0794  NGVD 29 (??/??/92) 1439.089  (m)         4721.41   (f) ADJ UNCH    1 2
 DS0794
 DS0794.Superseded values are not recommended for survey control.
 DS0794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0794.See file dsdata.txt to determine how the superseded data were derived.
 DS0794
 DS0794_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT128068(NAD 83)
 DS0794_MARKER: P = PIPE CAP
 DS0794_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DS0794_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DS0794_STAMPING: 4721.493 122
 DS0794_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DS0794
 DS0794  HISTORY     - Date     Condition        Report By
 DS0794  HISTORY     - UNK      MONUMENTED       USGS
 DS0794  HISTORY     - 1952     GOOD             NGS
 DS0794
 DS0794                          STATION DESCRIPTION
 DS0794
 DS0794'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DS0794'22.2 MI N FROM ENGLE.
 DS0794'22.2 MILES NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD FROM
 DS0794'THE STATION AT ENGLE, 0.5 MILE NORTH OF THE STATION SIGN AT LAVA, 2
 DS0794'1/2 POLES SOUTH OF MILEPOST 1021, 42 FEET EAST OF THE EAST RAIL, 5.2
 DS0794'FEET WEST OF A FENCE, 5 FEET WEST OF A WITNESS POST, RIVETED ON THE
 DS0794'TOP OF AN IRON PIPE WHICH PROJECTS 2.0 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0614 ***********************************************************************
 ER0614  DESIGNATION -  122 BKC
 ER0614  PID         -  ER0614
 ER0614  STATE/COUNTY-  NM/CATRON
 ER0614  USGS QUAD   -  MESA PARADA (1971)
 ER0614
 ER0614                         *CURRENT SURVEY CONTROL
 ER0614  ___________________________________________________________________
 ER0614* NAD 83(1986)-  34 24 35.     (N)    109 00 31.     (W)     SCALED    
 ER0614* NAVD 88     -      1946.465  (meters)    6386.03   (feet)  ADJUSTED  
 ER0614  ___________________________________________________________________
 ER0614  GEOID HEIGHT-         -22.56  (meters)                     GEOID03
 ER0614  DYNAMIC HT  -        1943.533 (meters)    6376.41  (feet)  COMP
 ER0614  MODELED GRAV-     979,060.3   (mgal)                       NAVD 88
 ER0614
 ER0614  VERT ORDER  -  SECOND    CLASS 0
 ER0614
 ER0614.The horizontal coordinates were scaled from a topographic map and have
 ER0614.an estimated accuracy of +/- 6 seconds.
 ER0614
 ER0614.The orthometric height was determined by differential leveling
 ER0614.and adjusted by the National Geodetic Survey in June 1991..
 ER0614
 ER0614.The geoid height was determined by GEOID03.
 ER0614
 ER0614.The dynamic height is computed by dividing the NAVD 88
 ER0614.geopotential number by the normal gravity value computed on the
 ER0614.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0614.degrees latitude (g = 980.6199 gals.).
 ER0614
 ER0614.The modeled gravity was interpolated from observed gravity values.
 ER0614
 ER0614;                    North         East    Units  Estimated Accuracy
 ER0614;SPC NM W     -   378,730.      721,950.      MT  (+/- 180 meters Scaled)
 ER0614
 ER0614                          SUPERSEDED SURVEY CONTROL
 ER0614
 ER0614.No superseded survey control is available for this station.
 ER0614
 ER0614_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD830093(NAD 83)
 ER0614_MARKER: DB = BENCH MARK DISK
 ER0614_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 ER0614_SP_SET: COPPER-CLAD STEEL ROD
 ER0614_STAMPING: 122 BKC 1968 6383
 ER0614_MARK LOGO: USGS  
 ER0614_MAGNETIC: I = MARKER IS A STEEL ROD
 ER0614_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ER0614_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ER0614+SATELLITE: SATELLITE OBSERVATIONS - 1968
 ER0614
 ER0614  HISTORY     - Date     Condition        Report By
 ER0614  HISTORY     - 1968     MONUMENTED       USGS
 ER0614
 ER0614                          STATION DESCRIPTION
 ER0614
 ER0614'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 ER0614'FROM THE HIGH SCHOOL IN ST. JOHNS, ARIZONA, PROCEED 0.8 MILES EAST
 ER0614'ALONG U S HIGHWAY 666, THENCE 17.3 MILES EAST ALONG A GRAVEL ROAD,
 ER0614'THENCE 6.5 MILES SOUTHEAST ALONG A DIRT ROAD TO A ROAD JUNCTION, 89
 ER0614'FEET SOUTHEAST OF THE INTERSECTION, 2 FEET NORTH OF A WITNESS POST,
 ER0614'SET ON A COPPER-COATED ROD WHICH IS ENCASED IN A PIPE FLUSH WITH THE
 ER0614'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0615 ***********************************************************************
 ER0615  DESIGNATION -  123 BKC
 ER0615  PID         -  ER0615
 ER0615  STATE/COUNTY-  NM/CATRON
 ER0615  USGS QUAD   -  MESA PARADA (1971)
 ER0615
 ER0615                         *CURRENT SURVEY CONTROL
 ER0615  ___________________________________________________________________
 ER0615* NAD 83(1986)-  34 23 50.     (N)    109 00 28.     (W)     SCALED    
 ER0615* NAVD 88     -      1966.046  (meters)    6450.27   (feet)  ADJUSTED  
 ER0615  ___________________________________________________________________
 ER0615  GEOID HEIGHT-         -22.54  (meters)                     GEOID03
 ER0615  DYNAMIC HT  -        1963.076 (meters)    6440.53  (feet)  COMP
 ER0615  MODELED GRAV-     979,055.6   (mgal)                       NAVD 88
 ER0615
 ER0615  VERT ORDER  -  SECOND    CLASS 0
 ER0615
 ER0615.The horizontal coordinates were scaled from a topographic map and have
 ER0615.an estimated accuracy of +/- 6 seconds.
 ER0615
 ER0615.The orthometric height was determined by differential leveling
 ER0615.and adjusted by the National Geodetic Survey in June 1991..
 ER0615
 ER0615.The geoid height was determined by GEOID03.
 ER0615
 ER0615.The dynamic height is computed by dividing the NAVD 88
 ER0615.geopotential number by the normal gravity value computed on the
 ER0615.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0615.degrees latitude (g = 980.6199 gals.).
 ER0615
 ER0615.The modeled gravity was interpolated from observed gravity values.
 ER0615
 ER0615;                    North         East    Units  Estimated Accuracy
 ER0615;SPC NM W     -   377,340.      722,010.      MT  (+/- 180 meters Scaled)
 ER0615
 ER0615                          SUPERSEDED SURVEY CONTROL
 ER0615
 ER0615.No superseded survey control is available for this station.
 ER0615
 ER0615_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD831080(NAD 83)
 ER0615_MARKER: DB = BENCH MARK DISK
 ER0615_SETTING: 66 = SET IN ROCK OUTCROP
 ER0615_SP_SET: ROCK OUTCROP
 ER0615_STAMPING: 123 BKC 1968 6447
 ER0615_MARK LOGO: USGS  
 ER0615_MAGNETIC: O = OTHER; SEE DESCRIPTION
 ER0615_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ER0615+STABILITY: POSITION/ELEVATION WELL
 ER0615_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ER0615+SATELLITE: SATELLITE OBSERVATIONS - 1968
 ER0615
 ER0615  HISTORY     - Date     Condition        Report By
 ER0615  HISTORY     - 1968     MONUMENTED       USGS
 ER0615
 ER0615                          STATION DESCRIPTION
 ER0615
 ER0615'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 ER0615'FROM THE HIGH SCHOOL IN ST. JOHNS, ARIZONA, PROCEED 0.8 MILES EAST
 ER0615'ALONG U S HIGHWAY 666, THENCE 17.3 MILES EAST ALONG A GRAVEL ROAD,
 ER0615'THENCE 6.5 MILES SOUTHEAST ALONG A DIRT ROAD, THENCE 0.9 MILES SOUTH
 ER0615'ALONG A DIRT ROAD, 27 FEET SOUTHWEST OF THE ROAD, 2 FEET NORTH OF A
 ER0615'WITNESS POST, SET IN A ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0616 ***********************************************************************
 ER0616  DESIGNATION -  124 BKC
 ER0616  PID         -  ER0616
 ER0616  STATE/COUNTY-  NM/CATRON
 ER0616  USGS QUAD   -  SALAZAR CANYON (1972)
 ER0616
 ER0616                         *CURRENT SURVEY CONTROL
 ER0616  ___________________________________________________________________
 ER0616* NAD 83(1986)-  34 23 34.     (N)    108 59 44.     (W)     SCALED    
 ER0616* NAVD 88     -      1986.226  (meters)    6516.48   (feet)  ADJUSTED  
 ER0616  ___________________________________________________________________
 ER0616  GEOID HEIGHT-         -22.51  (meters)                     GEOID03
 ER0616  DYNAMIC HT  -        1983.224 (meters)    6506.63  (feet)  COMP
 ER0616  MODELED GRAV-     979,053.5   (mgal)                       NAVD 88
 ER0616
 ER0616  VERT ORDER  -  SECOND    CLASS 0
 ER0616
 ER0616.The horizontal coordinates were scaled from a topographic map and have
 ER0616.an estimated accuracy of +/- 6 seconds.
 ER0616
 ER0616.The orthometric height was determined by differential leveling
 ER0616.and adjusted by the National Geodetic Survey in June 1991..
 ER0616
 ER0616.The geoid height was determined by GEOID03.
 ER0616
 ER0616.The dynamic height is computed by dividing the NAVD 88
 ER0616.geopotential number by the normal gravity value computed on the
 ER0616.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0616.degrees latitude (g = 980.6199 gals.).
 ER0616
 ER0616.The modeled gravity was interpolated from observed gravity values.
 ER0616
 ER0616;                    North         East    Units  Estimated Accuracy
 ER0616;SPC NM W     -   376,840.      723,130.      MT  (+/- 180 meters Scaled)
 ER0616
 ER0616                          SUPERSEDED SURVEY CONTROL
 ER0616
 ER0616.No superseded survey control is available for this station.
 ER0616
 ER0616_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD842075(NAD 83)
 ER0616_MARKER: DB = BENCH MARK DISK
 ER0616_SETTING: 66 = SET IN ROCK OUTCROP
 ER0616_SP_SET: ROCK OUTCROP
 ER0616_STAMPING: 124 BKC 1968 6513
 ER0616_MARK LOGO: USGS  
 ER0616_MAGNETIC: O = OTHER; SEE DESCRIPTION
 ER0616_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ER0616+STABILITY: POSITION/ELEVATION WELL
 ER0616_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ER0616+SATELLITE: SATELLITE OBSERVATIONS - 1968
 ER0616
 ER0616  HISTORY     - Date     Condition        Report By
 ER0616  HISTORY     - 1968     MONUMENTED       USGS
 ER0616
 ER0616                          STATION DESCRIPTION
 ER0616
 ER0616'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 ER0616'FROM THE HIGH SCHOOL IN ST. JOHNS, ARIZONA, PROCEED 0.8 MILES EAST
 ER0616'ALONG U S HIGHWAY 666, THENCE 17.3 MILES EAST ALONG A GRAVEL ROAD,
 ER0616'THENCE 6.5 MILES SOUTHEAST ALONG A DIRT ROAD, THENCE 1.9 MILES SOUTH
 ER0616'ALONG A DIRT ROAD, 0.65 MILES NORTH OF THE ENTRANCE TO LLOYDS RANCH,
 ER0616'111 FEET WEST OF THE ROAD, 14 FEET WEST OF A WITNESS POST, SET IN
 ER0616'SANDSTONE ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0617 ***********************************************************************
 ER0617  DESIGNATION -  125 BKC
 ER0617  PID         -  ER0617
 ER0617  STATE/COUNTY-  NM/CATRON
 ER0617  USGS QUAD   -  SALAZAR CANYON (1972)
 ER0617
 ER0617                         *CURRENT SURVEY CONTROL
 ER0617  ___________________________________________________________________
 ER0617* NAD 83(1986)-  34 23 03.     (N)    108 59 52.     (W)     SCALED    
 ER0617* NAVD 88     -      2000.313  (meters)    6562.69   (feet)  ADJUSTED  
 ER0617  ___________________________________________________________________
 ER0617  GEOID HEIGHT-         -22.49  (meters)                     GEOID03
 ER0617  DYNAMIC HT  -        1997.284 (meters)    6552.76  (feet)  COMP
 ER0617  MODELED GRAV-     979,050.2   (mgal)                       NAVD 88
 ER0617
 ER0617  VERT ORDER  -  SECOND    CLASS 0
 ER0617
 ER0617.The horizontal coordinates were scaled from a topographic map and have
 ER0617.an estimated accuracy of +/- 6 seconds.
 ER0617
 ER0617.The orthometric height was determined by differential leveling
 ER0617.and adjusted by the National Geodetic Survey in June 1991..
 ER0617
 ER0617.The geoid height was determined by GEOID03.
 ER0617
 ER0617.The dynamic height is computed by dividing the NAVD 88
 ER0617.geopotential number by the normal gravity value computed on the
 ER0617.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0617.degrees latitude (g = 980.6199 gals.).
 ER0617
 ER0617.The modeled gravity was interpolated from observed gravity values.
 ER0617
 ER0617;                    North         East    Units  Estimated Accuracy
 ER0617;SPC NM W     -   375,880.      722,920.      MT  (+/- 180 meters Scaled)
 ER0617
 ER0617                          SUPERSEDED SURVEY CONTROL
 ER0617
 ER0617.No superseded survey control is available for this station.
 ER0617
 ER0617_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD840065(NAD 83)
 ER0617_MARKER: DB = BENCH MARK DISK
 ER0617_SETTING: 66 = SET IN ROCK OUTCROP
 ER0617_SP_SET: ROCK OUTCROP
 ER0617_STAMPING: 125 BKC 1968 6560
 ER0617_MARK LOGO: USGS  
 ER0617_MAGNETIC: O = OTHER; SEE DESCRIPTION
 ER0617_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ER0617+STABILITY: POSITION/ELEVATION WELL
 ER0617_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ER0617+SATELLITE: SATELLITE OBSERVATIONS - 1968
 ER0617
 ER0617  HISTORY     - Date     Condition        Report By
 ER0617  HISTORY     - 1968     MONUMENTED       USGS
 ER0617
 ER0617                          STATION DESCRIPTION
 ER0617
 ER0617'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 ER0617'FROM THE HIGH SCHOOL IN ST. JOHNS, ARIZONA, PROCEED 0.8 MILES EAST
 ER0617'ALONG U S HIGHWAY 666, THENCE 17.3 MILES EAST ALONG A GRAVEL ROAD,
 ER0617'THENCE 6.5 MILES SOUTHEAST ALONG A DIRT ROAD, THENCE 2.6 MILES SOUTH
 ER0617'ALONG A DIRT ROAD, ABOUT 0.1 MILE WEST OF LLOYDS RANCH HOUSE, 59 FEET
 ER0617'SOUTHWEST OF THE ROAD FORKS, 6 FEET NORTH OF A WITNESS POST, SET IN A
 ER0617'SANDSTONE ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0798 ***********************************************************************
 DS0798  DESIGNATION -  126
 DS0798  PID         -  DS0798
 DS0798  STATE/COUNTY-  NM/SIERRA
 DS0798  USGS QUAD   -  LAVA (1980)
 DS0798
 DS0798                         *CURRENT SURVEY CONTROL
 DS0798  ___________________________________________________________________
 DS0798* NAD 83(1986)-  33 26 02.     (N)    107 02 25.     (W)     SCALED    
 DS0798* NAVD 88     -      1428.190  (meters)    4685.65   (feet)  ADJUSTED  
 DS0798  ___________________________________________________________________
 DS0798  GEOID HEIGHT-         -22.90  (meters)                     GEOID03
 DS0798  DYNAMIC HT  -        1426.111 (meters)    4678.83  (feet)  COMP
 DS0798  MODELED GRAV-     979,131.5   (mgal)                       NAVD 88
 DS0798
 DS0798  VERT ORDER  -  FIRST     CLASS II
 DS0798
 DS0798.The horizontal coordinates were scaled from a topographic map and have
 DS0798.an estimated accuracy of +/- 6 seconds.
 DS0798
 DS0798.The orthometric height was determined by differential leveling
 DS0798.and adjusted by the National Geodetic Survey in June 1991..
 DS0798
 DS0798.The geoid height was determined by GEOID03.
 DS0798
 DS0798.The dynamic height is computed by dividing the NAVD 88
 DS0798.geopotential number by the normal gravity value computed on the
 DS0798.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0798.degrees latitude (g = 980.6199 gals.).
 DS0798
 DS0798.The modeled gravity was interpolated from observed gravity values.
 DS0798
 DS0798;                    North         East    Units  Estimated Accuracy
 DS0798;SPC NM W     -   270,150.      903,740.      MT  (+/- 180 meters Scaled)
 DS0798
 DS0798                          SUPERSEDED SURVEY CONTROL
 DS0798
 DS0798  NGVD 29 (??/??/92) 1427.508  (m)         4683.42   (f) ADJ UNCH    1 2
 DS0798
 DS0798.Superseded values are not recommended for survey control.
 DS0798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0798.See file dsdata.txt to determine how the superseded data were derived.
 DS0798
 DS0798_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT103012(NAD 83)
 DS0798_MARKER: P = PIPE CAP
 DS0798_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DS0798_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DS0798_STAMPING: 4683.485 126
 DS0798_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DS0798
 DS0798  HISTORY     - Date     Condition        Report By
 DS0798  HISTORY     - UNK      MONUMENTED       USGS
 DS0798  HISTORY     - 1952     GOOD             NGS
 DS0798
 DS0798                          STATION DESCRIPTION
 DS0798
 DS0798'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DS0798'18.2 MI N FROM ENGLE.
 DS0798'18.2 MILES NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD FROM
 DS0798'THE STATION AT ENGLE, 16 FEET NORTH OF MILEPOST 1025, 45.1 FEET WEST
 DS0798'OF THE WEST RAIL, 3 FEET EAST OF A FENCE, 2 FEET EAST OF A VERTICAL
 DS0798'SECTION OF RAIL WHICH IS PAINTED WHITE AND STENCILED USBM, RIVETED ON
 DS0798'THE TOP OF AN IRON PIPE WHICH PROJECTS 1.0 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0618 ***********************************************************************
 ER0618  DESIGNATION -  126 BKC
 ER0618  PID         -  ER0618
 ER0618  STATE/COUNTY-  NM/CATRON
 ER0618  USGS QUAD   -  MESA PARADA (1971)
 ER0618
 ER0618                         *CURRENT SURVEY CONTROL
 ER0618  ___________________________________________________________________
 ER0618* NAD 83(1986)-  34 22 37.     (N)    109 00 26.     (W)     SCALED    
 ER0618* NAVD 88     -      2044.071  (meters)    6706.26   (feet)  ADJUSTED  
 ER0618  ___________________________________________________________________
 ER0618  GEOID HEIGHT-         -22.49  (meters)                     GEOID03
 ER0618  DYNAMIC HT  -        2040.973 (meters)    6696.09  (feet)  COMP
 ER0618  MODELED GRAV-     979,046.9   (mgal)                       NAVD 88
 ER0618
 ER0618  VERT ORDER  -  SECOND    CLASS 0
 ER0618
 ER0618.The horizontal coordinates were scaled from a topographic map and have
 ER0618.an estimated accuracy of +/- 6 seconds.
 ER0618
 ER0618.The orthometric height was determined by differential leveling
 ER0618.and adjusted by the National Geodetic Survey in June 1991..
 ER0618
 ER0618.The geoid height was determined by GEOID03.
 ER0618
 ER0618.The dynamic height is computed by dividing the NAVD 88
 ER0618.geopotential number by the normal gravity value computed on the
 ER0618.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0618.degrees latitude (g = 980.6199 gals.).
 ER0618
 ER0618.The modeled gravity was interpolated from observed gravity values.
 ER0618
 ER0618;                    North         East    Units  Estimated Accuracy
 ER0618;SPC NM W     -   375,090.      722,040.      MT  (+/- 180 meters Scaled)
 ER0618
 ER0618                          SUPERSEDED SURVEY CONTROL
 ER0618
 ER0618.No superseded survey control is available for this station.
 ER0618
 ER0618_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD832057(NAD 83)
 ER0618_MARKER: DB = BENCH MARK DISK
 ER0618_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 ER0618_SP_SET: COPPER-CLAD STEEL ROD
 ER0618_STAMPING: 126 BKC 1968 6703
 ER0618_MARK LOGO: USGS  
 ER0618_MAGNETIC: I = MARKER IS A STEEL ROD
 ER0618_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ER0618_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ER0618+SATELLITE: SATELLITE OBSERVATIONS - 1968
 ER0618
 ER0618  HISTORY     - Date     Condition        Report By
 ER0618  HISTORY     - 1968     MONUMENTED       USGS
 ER0618
 ER0618                          STATION DESCRIPTION
 ER0618
 ER0618'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 ER0618'FROM THE HIGH SCHOOL IN ST. JOHNS, ARIZONA, PROCEED 0.8 MILES EAST
 ER0618'ALONG U S HIGHWAY 666, THENCE 17.3 MILES EAST ALONG A GRAVEL ROAD,
 ER0618'THENCE 6.5 MILES SOUTHEAST ALONG A DIRT ROAD, THENCE 2.6 MILES SOUTH
 ER0618'ALONG A DIRT ROAD TO A ROAD FORK AT LLOYDS RANCH, THENCE 0.8 MILES
 ER0618'SOUTHWEST ALONG THE LEFT FORK OF THE ROAD, 39 FEET EAST OF THE ROAD,
 ER0618'4 FEET NORTH OF A WITNESS POST, SET ON A COPPER-COATED ROD WHICH IS
 ER0618'ENCASED IN A PIPE FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0619 ***********************************************************************
 ER0619  DESIGNATION -  127 BKC
 ER0619  PID         -  ER0619
 ER0619  STATE/COUNTY-  NM/CATRON
 ER0619  USGS QUAD   -  THE RINCON (1971)
 ER0619
 ER0619                         *CURRENT SURVEY CONTROL
 ER0619  ___________________________________________________________________
 ER0619* NAD 83(1986)-  34 21 40.     (N)    109 00 57.     (W)     SCALED    
 ER0619* NAVD 88     -      2054.573  (meters)    6740.71   (feet)  ADJUSTED  
 ER0619  ___________________________________________________________________
 ER0619  GEOID HEIGHT-         -22.47  (meters)                     GEOID03
 ER0619  DYNAMIC HT  -        2051.445 (meters)    6730.45  (feet)  COMP
 ER0619  MODELED GRAV-     979,040.0   (mgal)                       NAVD 88
 ER0619
 ER0619  VERT ORDER  -  SECOND    CLASS 0
 ER0619
 ER0619.The horizontal coordinates were scaled from a topographic map and have
 ER0619.an estimated accuracy of +/- 6 seconds.
 ER0619
 ER0619.The orthometric height was determined by differential leveling
 ER0619.and adjusted by the National Geodetic Survey in June 1991..
 ER0619
 ER0619.The geoid height was determined by GEOID03.
 ER0619
 ER0619.The dynamic height is computed by dividing the NAVD 88
 ER0619.geopotential number by the normal gravity value computed on the
 ER0619.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0619.degrees latitude (g = 980.6199 gals.).
 ER0619
 ER0619.The modeled gravity was interpolated from observed gravity values.
 ER0619
 ER0619;                    North         East    Units  Estimated Accuracy
 ER0619;SPC NM W     -   373,350.      721,230.      MT  (+/- 180 meters Scaled)
 ER0619
 ER0619                          SUPERSEDED SURVEY CONTROL
 ER0619
 ER0619.No superseded survey control is available for this station.
 ER0619
 ER0619_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD824039(NAD 83)
 ER0619_MARKER: DB = BENCH MARK DISK
 ER0619_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 ER0619_SP_SET: COPPER-CLAD STEEL ROD
 ER0619_STAMPING: 127 BKC 1968 6738
 ER0619_MARK LOGO: USGS  
 ER0619_MAGNETIC: I = MARKER IS A STEEL ROD
 ER0619_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ER0619_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ER0619+SATELLITE: SATELLITE OBSERVATIONS - 1968
 ER0619
 ER0619  HISTORY     - Date     Condition        Report By
 ER0619  HISTORY     - 1968     MONUMENTED       USGS
 ER0619
 ER0619                          STATION DESCRIPTION
 ER0619
 ER0619'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 ER0619'FROM THE HIGH SCHOOL IN ST. JOHNS, ARIZONA, PROCEED 0.8 MILES EAST
 ER0619'ALONG U S HIGHWAY 666, THENCE 17.3 MILES EAST ALONG A GRAVEL ROAD,
 ER0619'THENCE 6.5 MILES SOUTHEAST ALONG A DIRT ROAD, THENCE 2.6 MILES SOUTH
 ER0619'ALONG A DIRT ROAD TO A ROAD JUNCTION AT LLOYDS RANCH, THENCE 2.1
 ER0619'MILES SOUTHWEST TO A FENCELINE.  OR, FROM THE POST OFFICE AT
 ER0619'SPRINGERVILLE, ARIZONA, PROCEED 15.1 MILES EAST ALONG U S HIGHWAY 60,
 ER0619'THENCE 14.6 MILES NORTH ALONG A DIRT ROAD, 0.1 MILE EAST OF A STONE
 ER0619'TANK, 25 FEET WEST OF THE ROAD, 2.3 FEET NORTH OF THE FENCE, SET ON A
 ER0619'COPPER-COATED ROD WHICH IS ENCASED IN A PIPE FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0620 ***********************************************************************
 ER0620  DESIGNATION -  128 BKC
 ER0620  PID         -  ER0620
 ER0620  STATE/COUNTY-  NM/CATRON
 ER0620  USGS QUAD   -  THE RINCON (1971)
 ER0620
 ER0620                         *CURRENT SURVEY CONTROL
 ER0620  ___________________________________________________________________
 ER0620* NAD 83(1986)-  34 20 48.     (N)    109 01 37.     (W)     SCALED    
 ER0620* NAVD 88     -      2070.013  (meters)    6791.37   (feet)  ADJUSTED  
 ER0620  ___________________________________________________________________
 ER0620  GEOID HEIGHT-         -22.46  (meters)                     GEOID03
 ER0620  DYNAMIC HT  -        2066.850 (meters)    6780.99  (feet)  COMP
 ER0620  MODELED GRAV-     979,033.8   (mgal)                       NAVD 88
 ER0620
 ER0620  VERT ORDER  -  SECOND    CLASS 0
 ER0620
 ER0620.The horizontal coordinates were scaled from a topographic map and have
 ER0620.an estimated accuracy of +/- 6 seconds.
 ER0620
 ER0620.The orthometric height was determined by differential leveling
 ER0620.and adjusted by the National Geodetic Survey in June 1991..
 ER0620
 ER0620.The geoid height was determined by GEOID03.
 ER0620
 ER0620.The dynamic height is computed by dividing the NAVD 88
 ER0620.geopotential number by the normal gravity value computed on the
 ER0620.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0620.degrees latitude (g = 980.6199 gals.).
 ER0620
 ER0620.The modeled gravity was interpolated from observed gravity values.
 ER0620
 ER0620;                    North         East    Units  Estimated Accuracy
 ER0620;SPC NM W     -   371,760.      720,190.      MT  (+/- 180 meters Scaled)
 ER0620
 ER0620                          SUPERSEDED SURVEY CONTROL
 ER0620
 ER0620.No superseded survey control is available for this station.
 ER0620
 ER0620_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD814023(NAD 83)
 ER0620_MARKER: DB = BENCH MARK DISK
 ER0620_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 ER0620_SP_SET: COPPER-CLAD STEEL ROD
 ER0620_STAMPING: 128 BKC 1968 6788
 ER0620_MARK LOGO: USGS  
 ER0620_MAGNETIC: I = MARKER IS A STEEL ROD
 ER0620_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ER0620_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ER0620+SATELLITE: SATELLITE OBSERVATIONS - 1968
 ER0620
 ER0620  HISTORY     - Date     Condition        Report By
 ER0620  HISTORY     - 1968     MONUMENTED       USGS
 ER0620
 ER0620                          STATION DESCRIPTION
 ER0620
 ER0620'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 ER0620'FROM THE POST OFFICE IN SPRINGERVILLE, ARIZONA, PROCEED 15.1 MILES
 ER0620'EAST ALONG U S HIGHWAY 60, THENCE 13.4 MILES NORTH ALONG A DIRT ROAD
 ER0620'TO A FENCELINE, 136 FEET EAST OF A FENCE CORNER, 20 FEET EAST OF THE
 ER0620'ROAD, 4 FEET NORTH OF THE FENCE, SET ON A COPPER-COATED ROD WHICH IS
 ER0620'ENCASED IN A PIPE FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0621 ***********************************************************************
 ER0621  DESIGNATION -  129 BKC
 ER0621  PID         -  ER0621
 ER0621  STATE/COUNTY-  NM/CATRON
 ER0621  USGS QUAD   -  THE RINCON (1971)
 ER0621
 ER0621                         *CURRENT SURVEY CONTROL
 ER0621  ___________________________________________________________________
 ER0621* NAD 83(1986)-  34 20 06.     (N)    109 02 11.     (W)     SCALED    
 ER0621* NAVD 88     -      2073.765  (meters)    6803.68   (feet)  ADJUSTED  
 ER0621  ___________________________________________________________________
 ER0621  GEOID HEIGHT-         -22.45  (meters)                     GEOID03
 ER0621  DYNAMIC HT  -        2070.587 (meters)    6793.25  (feet)  COMP
 ER0621  MODELED GRAV-     979,029.1   (mgal)                       NAVD 88
 ER0621
 ER0621  VERT ORDER  -  SECOND    CLASS 0
 ER0621
 ER0621.The horizontal coordinates were scaled from a topographic map and have
 ER0621.an estimated accuracy of +/- 6 seconds.
 ER0621
 ER0621.The orthometric height was determined by differential leveling
 ER0621.and adjusted by the National Geodetic Survey in June 1991..
 ER0621
 ER0621.The geoid height was determined by GEOID03.
 ER0621
 ER0621.The dynamic height is computed by dividing the NAVD 88
 ER0621.geopotential number by the normal gravity value computed on the
 ER0621.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0621.degrees latitude (g = 980.6199 gals.).
 ER0621
 ER0621.The modeled gravity was interpolated from observed gravity values.
 ER0621
 ER0621;                    North         East    Units  Estimated Accuracy
 ER0621;SPC NM W     -   370,470.      719,300.      MT  (+/- 180 meters Scaled)
 ER0621
 ER0621                          SUPERSEDED SURVEY CONTROL
 ER0621
 ER0621.No superseded survey control is available for this station.
 ER0621
 ER0621_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD806010(NAD 83)
 ER0621_MARKER: DB = BENCH MARK DISK
 ER0621_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 ER0621_SP_SET: COPPER-CLAD STEEL ROD
 ER0621_STAMPING: 129 BKC 1968 6800
 ER0621_MARK LOGO: USGS  
 ER0621_MAGNETIC: I = MARKER IS A STEEL ROD
 ER0621_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ER0621_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ER0621+SATELLITE: SATELLITE OBSERVATIONS - 1968
 ER0621
 ER0621  HISTORY     - Date     Condition        Report By
 ER0621  HISTORY     - 1968     MONUMENTED       USGS
 ER0621
 ER0621                          STATION DESCRIPTION
 ER0621
 ER0621'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 ER0621'FROM THE POST OFFICE IN SPRINGERVILLE, ARIZONA, PROCEED 15.1 MILES
 ER0621'EAST ALONG U S HIGHWAY 60, THENCE 12.4 MILES NORTH ALONG A DIRT ROAD
 ER0621'TO A CURVE IN THE ROAD, 30 FEET WEST OF THE ROAD, 3 FEET EAST OF A
 ER0621'WITNESS POST, SET ON A COPPER-COATED ROD WHICH IS ENCASED IN A PIPE
 ER0621'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0196 ***********************************************************************
 EQ0196  DESIGNATION -  13
 EQ0196  PID         -  EQ0196
 EQ0196  STATE/COUNTY-  NM/SOCORRO
 EQ0196  USGS QUAD   -  LEMITAR (1971)
 EQ0196
 EQ0196                         *CURRENT SURVEY CONTROL
 EQ0196  ___________________________________________________________________
 EQ0196* NAD 83(1986)-  34 13 48.     (N)    106 54 46.     (W)     SCALED    
 EQ0196* NAVD 88     -      1421.631  (meters)    4664.13   (feet)  ADJUSTED  
 EQ0196  ___________________________________________________________________
 EQ0196  GEOID HEIGHT-         -21.88  (meters)                     GEOID03
 EQ0196  DYNAMIC HT  -        1419.649 (meters)    4657.63  (feet)  COMP
 EQ0196  MODELED GRAV-     979,192.4   (mgal)                       NAVD 88
 EQ0196
 EQ0196  VERT ORDER  -  FIRST     CLASS II
 EQ0196
 EQ0196.The horizontal coordinates were scaled from a topographic map and have
 EQ0196.an estimated accuracy of +/- 6 seconds.
 EQ0196
 EQ0196.The orthometric height was determined by differential leveling
 EQ0196.and adjusted by the National Geodetic Survey in June 1991..
 EQ0196
 EQ0196.The geoid height was determined by GEOID03.
 EQ0196
 EQ0196.The dynamic height is computed by dividing the NAVD 88
 EQ0196.geopotential number by the normal gravity value computed on the
 EQ0196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0196.degrees latitude (g = 980.6199 gals.).
 EQ0196
 EQ0196.The modeled gravity was interpolated from observed gravity values.
 EQ0196
 EQ0196;                    North         East    Units  Estimated Accuracy
 EQ0196;SPC NM C     -   358,360.      438,940.      MT  (+/- 180 meters Scaled)
 EQ0196
 EQ0196                          SUPERSEDED SURVEY CONTROL
 EQ0196
 EQ0196  NGVD 29 (??/??/92) 1420.887  (m)         4661.69   (f) ADJ UNCH    1 2
 EQ0196
 EQ0196.Superseded values are not recommended for survey control.
 EQ0196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0196.See file dsdata.txt to determine how the superseded data were derived.
 EQ0196
 EQ0196_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT238893(NAD 83)
 EQ0196_MARKER: DD = SURVEY DISK
 EQ0196_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EQ0196_SP_SET: CULVERT
 EQ0196_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EQ0196
 EQ0196  HISTORY     - Date     Condition        Report By
 EQ0196  HISTORY     - UNK      MONUMENTED       MRGCD
 EQ0196  HISTORY     - 1951     GOOD             NGS
 EQ0196
 EQ0196                          STATION DESCRIPTION
 EQ0196
 EQ0196'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 EQ0196'11.9 MI N FROM SOCORRO.
 EQ0196'11.9 MILES NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD FROM
 EQ0196'THE STATION AT SOCORRO, 6 POLES NORTH OF MILEPOST 966, 98 FEET EAST OF
 EQ0196'THE EAST RAIL, 96 FEET EAST OF THE NORTH END OF TRESTLE 965 D, 110
 EQ0196'FEET SOUTH OF A WOODEN BRIDGE OVER AN IRRIGATION DITCH, 156 FEET
 EQ0196'SOUTHEAST OF THE CENTER OF A ROAD CROSSING, 51 FEET EAST OF A FENCE,
 EQ0196'SET IN THE TOP OF THE CENTER OF THE NORTH HEADWALL OF A CONCRETE
 EQ0196'CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0597 ***********************************************************************
 EQ0597  DESIGNATION -  13 AV
 EQ0597  PID         -  EQ0597
 EQ0597  STATE/COUNTY-  NM/SOCORRO
 EQ0597  USGS QUAD   -  BLACK BUTTE (1979)
 EQ0597
 EQ0597                         *CURRENT SURVEY CONTROL
 EQ0597  ___________________________________________________________________
 EQ0597* NAD 83(1986)-  34 25 12.     (N)    106 44 58.     (W)     SCALED    
 EQ0597* NAVD 88     -      1521.691  (meters)    4992.41   (feet)  ADJUSTED  
 EQ0597  ___________________________________________________________________
 EQ0597  GEOID HEIGHT-         -21.66  (meters)                     GEOID03
 EQ0597  DYNAMIC HT  -        1519.567 (meters)    4985.45  (feet)  COMP
 EQ0597  MODELED GRAV-     979,186.7   (mgal)                       NAVD 88
 EQ0597
 EQ0597  VERT ORDER  -  FIRST     CLASS II
 EQ0597
 EQ0597.The horizontal coordinates were scaled from a topographic map and have
 EQ0597.an estimated accuracy of +/- 6 seconds.
 EQ0597
 EQ0597.The orthometric height was determined by differential leveling
 EQ0597.and adjusted by the National Geodetic Survey in June 1991..
 EQ0597
 EQ0597.The geoid height was determined by GEOID03.
 EQ0597
 EQ0597.The dynamic height is computed by dividing the NAVD 88
 EQ0597.geopotential number by the normal gravity value computed on the
 EQ0597.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0597.degrees latitude (g = 980.6199 gals.).
 EQ0597
 EQ0597.The modeled gravity was interpolated from observed gravity values.
 EQ0597
 EQ0597;                    North         East    Units  Estimated Accuracy
 EQ0597;SPC NM C     -   379,350.      454,090.      MT  (+/- 180 meters Scaled)
 EQ0597
 EQ0597                          SUPERSEDED SURVEY CONTROL
 EQ0597
 EQ0597.No superseded survey control is available for this station.
 EQ0597
 EQ0597_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU392101(NAD 83)
 EQ0597_MARKER: DB = BENCH MARK DISK
 EQ0597_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EQ0597_SP_SET: CONCRETE POST
 EQ0597_STAMPING: 13 AV 1949 4990
 EQ0597_MARK LOGO: USGS  
 EQ0597_PROJECTION: PROJECTING 8 CENTIMETERS
 EQ0597_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EQ0597+STABILITY: SURFACE MOTION
 EQ0597
 EQ0597  HISTORY     - Date     Condition        Report By
 EQ0597  HISTORY     - 1949     MONUMENTED       USGS
 EQ0597  HISTORY     - 1980     GOOD             NGS
 EQ0597  HISTORY     - 20050312 MARK NOT FOUND   GEOCAC
 EQ0597
 EQ0597                          STATION DESCRIPTION
 EQ0597
 EQ0597'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 EQ0597'8.3 KM (5.15 MI) EAST FROM BERNARDO.
 EQ0597'8.3 KM (5.15 MI) EASTERLY ALONG U.S. HIGHWAY 60 FROM ITS JUNCTION
 EQ0597'WITH INTERSTATE HIGHWAY 25 IN BERNARDO, AT A DIRT ROAD LEADING
 EQ0597'SOUTH THROUGH A WOODEN GATE, 0.7 KM (0.45 MI) WEST OF MILE POST
 EQ0597'171, 29.7 METERS (97.6 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 EQ0597'11.1 METERS (36.3 FT) EAST OF THE CENTER OF THE ROAD, 1.5 METERS
 EQ0597'(5.0 FT) EAST OF BM E 403 AND 0.7 METER (2.3 FT) NORTH OF A FENCE.
 EQ0597'THE MARK IS 1.6 METERS  ENE FROM A WITNESS POST.
 EQ0597'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 EQ0597
 EQ0597                          STATION RECOVERY (2005)
 EQ0597
 EQ0597'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 EQ0597'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1052 ***********************************************************************
 CX1052  DESIGNATION -  13 C
 CX1052  PID         -  CX1052
 CX1052  STATE/COUNTY-  NM/LUNA
 CX1052  USGS QUAD   -  RED MOUNTAIN (1965)
 CX1052
 CX1052                         *CURRENT SURVEY CONTROL
 CX1052  ___________________________________________________________________
 CX1052* NAD 83(1986)-  32 14 41.     (N)    107 58 11.     (W)     SCALED    
 CX1052* NAVD 88     -      1348.86   (+/-2cm)    4425.4    (feet)  VERTCON   
 CX1052  ___________________________________________________________________
 CX1052  GEOID HEIGHT-         -24.61  (meters)                     GEOID03
 CX1052
 CX1052  VERT ORDER  -  FIRST     CLASS II (See Below)
 CX1052
 CX1052.The horizontal coordinates were scaled from a topographic map and have
 CX1052.an estimated accuracy of +/- 6 seconds.
 CX1052
 CX1052.The NAVD 88 height was computed by applying the VERTCON shift value to
 CX1052.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CX1052.The vertical order pertains to the NGVD 29 superseded value.
 CX1052
 CX1052.The geoid height was determined by GEOID03.
 CX1052
 CX1052;                    North         East    Units  Estimated Accuracy
 CX1052;SPC NM W     -   138,010.      817,150.      MT  (+/- 180 meters Scaled)
 CX1052
 CX1052                          SUPERSEDED SURVEY CONTROL
 CX1052
 CX1052  NGVD 29 (??/??/92) 1348.164  (m)         4423.10   (f) ADJ UNCH    1 2
 CX1052
 CX1052.Superseded values are not recommended for survey control.
 CX1052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1052.See file dsdata.txt to determine how the superseded data were derived.
 CX1052
 CX1052_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBR201714(NAD 83)
 CX1052_MARKER: DD = SURVEY DISK
 CX1052_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CX1052_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CX1052_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX1052
 CX1052  HISTORY     - Date     Condition        Report By
 CX1052  HISTORY     - 1906     MONUMENTED       USGS
 CX1052  HISTORY     - 1952     GOOD             NGS
 CX1052  HISTORY     - 1980     MARK NOT FOUND   NGS
 CX1052
 CX1052                          STATION DESCRIPTION
 CX1052
 CX1052'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CX1052'12.6 MI W FROM DEMING.
 CX1052'12.6 MILES WEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATION
 CX1052'AT DEMING, 13 1/2 POLES EAST OF MILEPOST 1195, 6 RAILS EAST OF BRIDGE
 CX1052'1195.32, 99 FEET NORTH OF THE CENTER LINE OF U.S. HIGHWAYS 70 AND 80,
 CX1052'104 FEET SOUTH OF THE SOUTH RAIL, 2 FEET WEST OF A WITNESS POST,
 CX1052'RIVETED ON THE TOP OF A 3 1/2 INCH IRON PIPE WHICH PROJECTS 1.2 FEET
 CX1052'ABOVE THE GROUND.
 CX1052
 CX1052                          STATION RECOVERY (1980)
 CX1052
 CX1052'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CX1052'SEARCHED FOR BUT NOT RECOVERED ON THIS DATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0159 ***********************************************************************
 GN0159  DESIGNATION -  13 D
 GN0159  PID         -  GN0159
 GN0159  STATE/COUNTY-  NM/RIO ARRIBA
 GN0159  USGS QUAD   -  ABIQUIU (1995)
 GN0159
 GN0159                         *CURRENT SURVEY CONTROL
 GN0159  ___________________________________________________________________
 GN0159* NAD 83(1986)-  36 13 13.     (N)    106 22 28.     (W)     SCALED    
 GN0159* NAVD 88     -      1839.967  (meters)    6036.63   (feet)  ADJUSTED  
 GN0159  ___________________________________________________________________
 GN0159  GEOID HEIGHT-         -18.68  (meters)                     GEOID03
 GN0159  DYNAMIC HT  -        1837.513 (meters)    6028.57  (feet)  COMP
 GN0159  MODELED GRAV-     979,234.4   (mgal)                       NAVD 88
 GN0159
 GN0159  VERT ORDER  -  SECOND    CLASS 0
 GN0159
 GN0159.The horizontal coordinates were scaled from a topographic map and have
 GN0159.an estimated accuracy of +/- 6 seconds.
 GN0159
 GN0159.The orthometric height was determined by differential leveling
 GN0159.and adjusted by the National Geodetic Survey in June 1991..
 GN0159
 GN0159.The geoid height was determined by GEOID03.
 GN0159
 GN0159.The dynamic height is computed by dividing the NAVD 88
 GN0159.geopotential number by the normal gravity value computed on the
 GN0159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GN0159.degrees latitude (g = 980.6199 gals.).
 GN0159
 GN0159.The modeled gravity was interpolated from observed gravity values.
 GN0159
 GN0159;                    North         East    Units  Estimated Accuracy
 GN0159;SPC NM C     -   578,960.      488,810.      MT  (+/- 180 meters Scaled)
 GN0159
 GN0159                          SUPERSEDED SURVEY CONTROL
 GN0159
 GN0159  NGVD 29 (??/??/92) 1838.910  (m)         6033.16   (f) ADJ UNCH    2 0
 GN0159
 GN0159.Superseded values are not recommended for survey control.
 GN0159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0159.See file dsdata.txt to determine how the superseded data were derived.
 GN0159
 GN0159_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCA764092(NAD 83)
 GN0159_MARKER: DD = SURVEY DISK
 GN0159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GN0159_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GN0159_STAMPING: 13 D 6033 1934
 GN0159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GN0159+STABILITY: SURFACE MOTION
 GN0159
 GN0159  HISTORY     - Date     Condition        Report By
 GN0159  HISTORY     - 1934     MONUMENTED       USGS
 GN0159  HISTORY     - 1939     GOOD             NGS
 GN0159  HISTORY     - 1951     GOOD             DOD
 GN0159
 GN0159                          STATION DESCRIPTION
 GN0159
 GN0159'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 GN0159'4.0 MI NW FROM ABIQUIU.
 GN0159'4.0 MILES NORTHWEST OF POST OFFICE.  ALONG U.S. HIGHWAY NO. 285. 122
 GN0159'YARDS EAST OF DRY WASH.  55 YARDS WEST OF DOUBLE 36 INCH G.I. CULVERT.
 GN0159'47 FEET NORTH OF HIGHWAY.  STANDARD DISK SET IN CONCRETE POST.
 GN0159
 GN0159                          STATION RECOVERY (1951)
 GN0159
 GN0159'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1951
 GN0159'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1738 ***********************************************************************
 FO1738  DESIGNATION -  13 D16
 FO1738  PID         -  FO1738
 FO1738  STATE/COUNTY-  NM/BERNALILLO
 FO1738  USGS QUAD   -  ALAMEDA (1990)
 FO1738
 FO1738                         *CURRENT SURVEY CONTROL
 FO1738  ___________________________________________________________________
 FO1738* NAD 83(1992)-  35 10 28.24468(N)    106 36 19.79662(W)     ADJUSTED  
 FO1738* NAVD 88     -      1546.6    (meters)    5074.     (feet)  VERTCON   
 FO1738  ___________________________________________________________________
 FO1738  X           -  -1,491,929.038 (meters)                     COMP
 FO1738  Y           -  -5,002,822.617 (meters)                     COMP
 FO1738  Z           -   3,654,588.113 (meters)                     COMP
 FO1738  LAPLACE CORR-           8.16  (seconds)                    DEFLEC99
 FO1738  ELLIP HEIGHT-        1525.36  (meters)          (09/28/01) GPS OBS
 FO1738  GEOID HEIGHT-         -21.07  (meters)                     GEOID03
 FO1738
 FO1738  HORZ ORDER  -  FIRST
 FO1738  ELLP ORDER  -  FOURTH    CLASS I
 FO1738
 FO1738.The horizontal coordinates were established by GPS observations
 FO1738.and adjusted by the National Geodetic Survey in December 1993..
 FO1738
 FO1738.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1738.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1738
 FO1738.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FO1738
 FO1738.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1738
 FO1738.The ellipsoidal height was determined by GPS observations
 FO1738.and is referenced to NAD 83.
 FO1738
 FO1738.The geoid height was determined by GEOID03.
 FO1738
 FO1738;                    North         East     Units Scale Factor Converg.
 FO1738;SPC NM C     -   462,990.936   467,619.361   MT  0.99991292   -0 12 17.3
 FO1738;SPC NM C     - 1,518,996.10  1,534,181.19   sFT  0.99991292   -0 12 17.3
 FO1738;UTM  13      - 3,893,576.274   353,800.789   MT  0.99986342   -0 55 30.2
 FO1738
 FO1738!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1738!SPC NM C     -   0.99976063  x   0.99991292  =   0.99967357
 FO1738!UTM  13      -   0.99976063  x   0.99986342  =   0.99962408
 FO1738
 FO1738                          SUPERSEDED SURVEY CONTROL
 FO1738
 FO1738  NAD 83(1992)-  35 10 28.25045(N)    106 36 19.79822(W) AD(       ) 1
 FO1738  NGVD 29 (07/01/93) 1545.7    (m)         5071.     (f) GPS OBS        
 FO1738
 FO1738.Superseded values are not recommended for survey control.
 FO1738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1738.See file dsdata.txt to determine how the superseded data were derived.
 FO1738
 FO1738_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU5380193576(NAD 83)
 FO1738_MARKER: DD = SURVEY DISK
 FO1738_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 FO1738_SP_SET: BRIDGE ABUTMENT
 FO1738_STAMPING: 13-D16 1991
 FO1738_MARK LOGO: NM0030
 FO1738_MAGNETIC: N = NO MAGNETIC MATERIAL
 FO1738_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FO1738_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FO1738+SATELLITE: SATELLITE OBSERVATIONS - 1991
 FO1738
 FO1738  HISTORY     - Date     Condition        Report By
 FO1738  HISTORY     - 1991     MONUMENTED       NM0030
 FO1738  HISTORY     - 20050130 MARK NOT FOUND   GEOCAC
 FO1738
 FO1738                          STATION DESCRIPTION
 FO1738
 FO1738'DESCRIBED BY CITY OF ALBUQUERQUE NEW MEXICO 1991
 FO1738'THE STATION IS LOCATED ABOUT 7 MI (11.3 KM) NORTHEAST OF DOWNTOWN
 FO1738'ALBUQUERQUE AND 1.25 MI (2.01 KM) WEST OF INTERSTATE 25 ON THE PASEO
 FO1738'DEL NORTE BRIDGE OVER THE NORTH DIVERSION CHANNEL.
 FO1738'TO REACH THE STATION FROM THE INTERSECTION OF PASEO DEL NORTE AND
 FO1738'INTERSTATE 25, GO WEST ON PASEO DEL NORTE 1.25 MI (2.01 KM) TO THE
 FO1738'STATION ON THE LEFT, ON THE SOUTH SIDE OF THE EAST-BOUND TRAFFIC
 FO1738'LANES, IN THE SOUTHWEST QUADRANT OF THE BRIDGE ABUTMENT.
 FO1738'THE STATION MARK IS A CITY OF ALBUQUERQUE SURVEY CONTROL MARK DISK SET
 FO1738'IN THE HORIZONTAL SURFACE OF A BRIDGE ABUTMENT, STAMPED ---13-D16
 FO1738'1991---.  THE STAION IS ABOUT 20 M (65.6 FT) WEST OF THE CENTERLINE
 FO1738'OF THE NORTH DIVERSION CHANNEL, 0.6 M (2.0 FT) NORTH OF A CONCRETE
 FO1738'TRAFFIC BARRIER, AND 0.6 M (2.0 FT) EAST FROM THE WEST EDGE OF THE
 FO1738'CONCRETE BRIDGE.
 FO1738
 FO1738                          STATION RECOVERY (2005)
 FO1738
 FO1738'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 FO1738'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS1407 ***********************************************************************
 DS1407  DESIGNATION -  13 RHM
 DS1407  PID         -  DS1407
 DS1407  STATE/COUNTY-  NM/SIERRA
 DS1407  USGS QUAD   -  WILLIAMSBURG (1980)
 DS1407
 DS1407                         *CURRENT SURVEY CONTROL
 DS1407  ___________________________________________________________________
 DS1407* NAD 83(1992)-  33 06 17.97800(N)    107 20 18.04875(W)     ADJUSTED  
 DS1407* NAVD 88     -      1436.0    (meters)    4711.     (feet)  VERTCON   
 DS1407  ___________________________________________________________________
 DS1407  LAPLACE CORR-          -0.61  (seconds)                    DEFLEC99
 DS1407  GEOID HEIGHT-         -23.43  (meters)                     GEOID03
 DS1407
 DS1407  HORZ ORDER  -  THIRD
 DS1407  VERT ORDER  -  THIRD ? (See Below)
 DS1407
 DS1407.The horizontal coordinates were established by classical geodetic methods
 DS1407.and adjusted by the National Geodetic Survey in December 1993..
 DS1407
 DS1407.The NAVD 88 height was computed by applying the VERTCON shift value to
 DS1407.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DS1407.The vertical order pertains to the NGVD 29 superseded value.
 DS1407
 DS1407.The Laplace correction was computed from DEFLEC99 derived deflections.
 DS1407
 DS1407.The geoid height was determined by GEOID03.
 DS1407
 DS1407;                    North         East     Units Scale Factor Converg.
 DS1407;SPC NM W     -   233,507.654   876,199.593   MT  0.99994297   +0 16 13.3
 DS1407;SPC NM W     -   766,099.69  2,874,664.83   sFT  0.99994297   +0 16 13.3
 DS1407;UTM  13      - 3,665,359.424   281,795.841   MT  1.00018709   -1 16 39.5
 DS1407
 DS1407!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS1407!SPC NM W     -   0.99977828  x   0.99994297  =   0.99972126
 DS1407!UTM  13      -   0.99977828  x   1.00018709  =   0.99996533
 DS1407
 DS1407:                Primary Azimuth Mark                     Grid Az
 DS1407:SPC NM W     -  CUCHILLO                                 025 43 14.9
 DS1407:UTM  13      -  CUCHILLO                                 027 16 07.7
 DS1407
 DS1407|---------------------------------------------------------------------|
 DS1407| PID    Reference Object                     Distance      Geod. Az  |
 DS1407|                                                           dddmmss.s |
 DS1407| DS1400 CUCHILLO                            APPROX. 6.4 KM 0255928.2 |
 DS1407|---------------------------------------------------------------------|
 DS1407
 DS1407                          SUPERSEDED SURVEY CONTROL
 DS1407
 DS1407  NAD 83(1986)-  33 06 17.98372(N)    107 20 18.05499(W) AD(       ) 3
 DS1407  NAD 27      -  33 06 17.72960(N)    107 20 15.94680(W) AD(       ) 3
 DS1407  NGVD 29 (07/19/86) 1435.3    (m)         4709.     (f) LEVELING    3  
 DS1407
 DS1407.Superseded values are not recommended for survey control.
 DS1407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS1407.See file dsdata.txt to determine how the superseded data were derived.
 DS1407
 DS1407_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBS8179665359(NAD 83)
 DS1407_MARKER: DD = SURVEY DISK
 DS1407_SETTING: 0 = UNSPECIFIED SETTING
 DS1407_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DS1407
 DS1407  HISTORY     - Date     Condition        Report By
 DS1407  HISTORY     - 1958     MONUMENTED       USGS
 DS1407
 DS1407                          STATION DESCRIPTION
 DS1407
 DS1407'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 DS1407'STATION LOCATED APPROXIMATELY 5.0 MI. (AIRLINE) SW. OF TRUTH OR
 DS1407'CONSEQUENCES AND APPROXIMATELY 2.0 MI. (AIRLINE) W. OF U.S. HIGHWAY
 DS1407'85 ON THE SAN MIGUEL ROAD.
 DS1407'
 DS1407'STATION IS REACHED BY DRIVING S. FROM RODEO GROUNDS IN TRUTH OR
 DS1407'CONSEQUENCES 1.7 MI.  TURN RIGHT, W., JUST N. OF DRIVE-IN THEATER AND
 DS1407'CONTINUE ON MAIN RD. 2.4 MI. TO FORKS.  STATION IS 227 FT. E. OF RD.
 DS1407'FORK.
 DS1407'
 DS1407'STATION MARK--STANDARD USGS BENCH MARK SET IN CONCRETE POST 6 IN.
 DS1407'ABOVE GROUND, STAMPED ---13 RHM 1958---.
 DS1407'
 DS1407'NO MENTION OF REFERENCE MARKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0622 ***********************************************************************
 ER0622  DESIGNATION -  130 BKC
 ER0622  PID         -  ER0622
 ER0622  STATE/COUNTY-  NM/CATRON
 ER0622  USGS QUAD   -  THE RINCON (1971)
 ER0622
 ER0622                         *CURRENT SURVEY CONTROL
 ER0622  ___________________________________________________________________
 ER0622* NAD 83(1986)-  34 19 16.     (N)    109 02 18.     (W)     SCALED    
 ER0622* NAVD 88     -      2088.728  (meters)    6852.77   (feet)  ADJUSTED  
 ER0622  ___________________________________________________________________
 ER0622  GEOID HEIGHT-         -22.43  (meters)                     GEOID03
 ER0622  DYNAMIC HT  -        2085.517 (meters)    6842.23  (feet)  COMP
 ER0622  MODELED GRAV-     979,024.0   (mgal)                       NAVD 88
 ER0622
 ER0622  VERT ORDER  -  SECOND    CLASS 0
 ER0622
 ER0622.The horizontal coordinates were scaled from a topographic map and have
 ER0622.an estimated accuracy of +/- 6 seconds.
 ER0622
 ER0622.The orthometric height was determined by differential leveling
 ER0622.and adjusted by the National Geodetic Survey in June 1991..
 ER0622
 ER0622.The geoid height was determined by GEOID03.
 ER0622
 ER0622.The dynamic height is computed by dividing the NAVD 88
 ER0622.geopotential number by the normal gravity value computed on the
 ER0622.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0622.degrees latitude (g = 980.6199 gals.).
 ER0622
 ER0622.The modeled gravity was interpolated from observed gravity values.
 ER0622
 ER0622;                    North         East    Units  Estimated Accuracy
 ER0622;SPC NM W     -   368,930.      719,100.      MT  (+/- 180 meters Scaled)
 ER0622
 ER0622                          SUPERSEDED SURVEY CONTROL
 ER0622
 ER0622.No superseded survey control is available for this station.
 ER0622
 ER0622_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC804995(NAD 83)
 ER0622_MARKER: DB = BENCH MARK DISK
 ER0622_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 ER0622_SP_SET: COPPER-CLAD STEEL ROD
 ER0622_STAMPING: 130 BKC 1968 6850
 ER0622_MARK LOGO: USGS  
 ER0622_MAGNETIC: I = MARKER IS A STEEL ROD
 ER0622_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ER0622_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ER0622+SATELLITE: SATELLITE OBSERVATIONS - 1968
 ER0622
 ER0622  HISTORY     - Date     Condition        Report By
 ER0622  HISTORY     - 1968     MONUMENTED       USGS
 ER0622
 ER0622                          STATION DESCRIPTION
 ER0622
 ER0622'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 ER0622'FROM THE POST OFFICE IN SPRINGERVILLE, ARIZONA, PROCEED 15.1 MILES
 ER0622'EAST ALONG U S HIGHWAY 60, THENCE 11.4 MILES NORTH ALONG A DIRT ROAD,
 ER0622'ABOUT 0.5 MILES NORTH OF THE NORTH SUMMERS RANCH, 30 FEET SOUTHEAST
 ER0622'OF THE ROAD, 0.5 FEET NORTH OF A WITNESS POST, SET ON A COPPER-COATED
 ER0622'ROD WHICH IS ENCASED IN A PIPE FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0623 ***********************************************************************
 ER0623  DESIGNATION -  131 BKC
 ER0623  PID         -  ER0623
 ER0623  STATE/COUNTY-  NM/CATRON
 ER0623  USGS QUAD   -  THE RINCON (1971)
 ER0623
 ER0623                         *CURRENT SURVEY CONTROL
 ER0623  ___________________________________________________________________
 ER0623* NAD 83(1986)-  34 18 28.     (N)    109 02 44.     (W)     SCALED    
 ER0623* NAVD 88     -      2100.582  (meters)    6891.66   (feet)  ADJUSTED  
 ER0623  ___________________________________________________________________
 ER0623  GEOID HEIGHT-         -22.42  (meters)                     GEOID03
 ER0623  DYNAMIC HT  -        2097.345 (meters)    6881.04  (feet)  COMP
 ER0623  MODELED GRAV-     979,019.6   (mgal)                       NAVD 88
 ER0623
 ER0623  VERT ORDER  -  SECOND    CLASS 0
 ER0623
 ER0623.The horizontal coordinates were scaled from a topographic map and have
 ER0623.an estimated accuracy of +/- 6 seconds.
 ER0623
 ER0623.The orthometric height was determined by differential leveling
 ER0623.and adjusted by the National Geodetic Survey in June 1991..
 ER0623
 ER0623.The geoid height was determined by GEOID03.
 ER0623
 ER0623.The dynamic height is computed by dividing the NAVD 88
 ER0623.geopotential number by the normal gravity value computed on the
 ER0623.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0623.degrees latitude (g = 980.6199 gals.).
 ER0623
 ER0623.The modeled gravity was interpolated from observed gravity values.
 ER0623
 ER0623;                    North         East    Units  Estimated Accuracy
 ER0623;SPC NM W     -   367,460.      718,420.      MT  (+/- 180 meters Scaled)
 ER0623
 ER0623                          SUPERSEDED SURVEY CONTROL
 ER0623
 ER0623.No superseded survey control is available for this station.
 ER0623
 ER0623_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC798980(NAD 83)
 ER0623_MARKER: DB = BENCH MARK DISK
 ER0623_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 ER0623_SP_SET: COPPER-CLAD STEEL ROD
 ER0623_STAMPING: 131 BKC 1968 6888
 ER0623_MARK LOGO: USGS  
 ER0623_MAGNETIC: I = MARKER IS A STEEL ROD
 ER0623_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ER0623_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ER0623+SATELLITE: SATELLITE OBSERVATIONS - 1968
 ER0623
 ER0623  HISTORY     - Date     Condition        Report By
 ER0623  HISTORY     - 1968     MONUMENTED       USGS
 ER0623
 ER0623                          STATION DESCRIPTION
 ER0623
 ER0623'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 ER0623'FROM THE POST OFFICE IN SPRINGERVILLE, ARIZONA, PROCEED 15.1 MILES
 ER0623'EAST ALONG U S HIGHWAY 60, THENCE 10.4 MILES NORTH ALONG A DIRT ROAD,
 ER0623'ABOUT 0.5 MILES SOUTH OF THE NORTH SUMMERS RANCH, 31 FEET EAST OF THE
 ER0623'ROAD, 4 FEET WEST OF A WITNESS POST, SET ON A COPPER-COATED ROD WHICH
 ER0623'IS ENCASED IN A PIPE FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0805 ***********************************************************************
 DS0805  DESIGNATION -  132
 DS0805  PID         -  DS0805
 DS0805  STATE/COUNTY-  NM/SIERRA
 DS0805  USGS QUAD   -  CROCKER (1980)
 DS0805
 DS0805                         *CURRENT SURVEY CONTROL
 DS0805  ___________________________________________________________________
 DS0805* NAD 83(1986)-  33 20 51.     (N)    107 01 52.     (W)     SCALED    
 DS0805* NAVD 88     -      1440.751  (meters)    4726.86   (feet)  ADJUSTED  
 DS0805  ___________________________________________________________________
 DS0805  GEOID HEIGHT-         -22.88  (meters)                     GEOID03
 DS0805  DYNAMIC HT  -        1438.654 (meters)    4719.98  (feet)  COMP
 DS0805  MODELED GRAV-     979,131.2   (mgal)                       NAVD 88
 DS0805
 DS0805  VERT ORDER  -  FIRST     CLASS II
 DS0805
 DS0805.The horizontal coordinates were scaled from a topographic map and have
 DS0805.an estimated accuracy of +/- 6 seconds.
 DS0805
 DS0805.The orthometric height was determined by differential leveling
 DS0805.and adjusted by the National Geodetic Survey in June 1991..
 DS0805
 DS0805.The geoid height was determined by GEOID03.
 DS0805
 DS0805.The dynamic height is computed by dividing the NAVD 88
 DS0805.geopotential number by the normal gravity value computed on the
 DS0805.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0805.degrees latitude (g = 980.6199 gals.).
 DS0805
 DS0805.The modeled gravity was interpolated from observed gravity values.
 DS0805
 DS0805;                    North         East    Units  Estimated Accuracy
 DS0805;SPC NM W     -   260,580.      904,670.      MT  (+/- 180 meters Scaled)
 DS0805
 DS0805                          SUPERSEDED SURVEY CONTROL
 DS0805
 DS0805  NGVD 29 (??/??/92) 1440.083  (m)         4724.67   (f) ADJ UNCH    1 2
 DS0805
 DS0805.Superseded values are not recommended for survey control.
 DS0805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0805.See file dsdata.txt to determine how the superseded data were derived.
 DS0805
 DS0805_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS109916(NAD 83)
 DS0805_MARKER: P = PIPE CAP
 DS0805_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DS0805_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DS0805_STAMPING: 4724.695 132
 DS0805_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DS0805
 DS0805  HISTORY     - Date     Condition        Report By
 DS0805  HISTORY     - UNK      MONUMENTED       USGS
 DS0805  HISTORY     - 1952     GOOD             NGS
 DS0805
 DS0805                          STATION DESCRIPTION
 DS0805
 DS0805'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DS0805'12.2 MI N FROM ENGLE.
 DS0805'12.2 MILES NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD FROM
 DS0805'THE STATION AT ENGLE, 0.5 MILE NORTH OF THE STATION SIGN AT CROCKER,
 DS0805'79 FEET NORTH OF MILEPOST 1031, 46 FEET WEST OF THE WEST RAIL, 2 FEET
 DS0805'EAST OF A FENCE.  3 FEET SOUTH OF A WITNESS POST, RIVETED ON THE TOP
 DS0805'OF A 3 1/2 INCH IRON PIPE WHICH PROJECTS 0.7 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0626 ***********************************************************************
 ER0626  DESIGNATION -  134 BKC
 ER0626  PID         -  ER0626
 ER0626  STATE/COUNTY-  NM/CATRON
 ER0626  USGS QUAD   -  THE RINCON (1971)
 ER0626
 ER0626                         *CURRENT SURVEY CONTROL
 ER0626  ___________________________________________________________________
 ER0626* NAD 83(1986)-  34 16 29.     (N)    109 02 30.     (W)     SCALED    
 ER0626* NAVD 88     -      2140.813  (meters)    7023.65   (feet)  ADJUSTED  
 ER0626  ___________________________________________________________________
 ER0626  GEOID HEIGHT-         -22.35  (meters)                     GEOID03
 ER0626  DYNAMIC HT  -        2137.495 (meters)    7012.76  (feet)  COMP
 ER0626  MODELED GRAV-     979,009.0   (mgal)                       NAVD 88
 ER0626
 ER0626  VERT ORDER  -  SECOND    CLASS 0
 ER0626
 ER0626.The horizontal coordinates were scaled from a topographic map and have
 ER0626.an estimated accuracy of +/- 6 seconds.
 ER0626
 ER0626.The orthometric height was determined by differential leveling
 ER0626.and adjusted by the National Geodetic Survey in June 1991..
 ER0626
 ER0626.The geoid height was determined by GEOID03.
 ER0626
 ER0626.The dynamic height is computed by dividing the NAVD 88
 ER0626.geopotential number by the normal gravity value computed on the
 ER0626.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0626.degrees latitude (g = 980.6199 gals.).
 ER0626
 ER0626.The modeled gravity was interpolated from observed gravity values.
 ER0626
 ER0626;                    North         East    Units  Estimated Accuracy
 ER0626;SPC NM W     -   363,790.      718,740.      MT  (+/- 180 meters Scaled)
 ER0626
 ER0626                          SUPERSEDED SURVEY CONTROL
 ER0626
 ER0626  NGVD 29 (??/??/92) 2139.83   (m)         7020.4    (f) COMPUTED    2 0
 ER0626
 ER0626.Superseded values are not recommended for survey control.
 ER0626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0626.See file dsdata.txt to determine how the superseded data were derived.
 ER0626
 ER0626_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC802943(NAD 83)
 ER0626_MARKER: DB = BENCH MARK DISK
 ER0626_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 ER0626_SP_SET: COPPER-CLAD STEEL ROD
 ER0626_STAMPING: 134 BKC 1968 7020
 ER0626_MARK LOGO: USGS  
 ER0626_MAGNETIC: I = MARKER IS A STEEL ROD
 ER0626_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ER0626_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ER0626+SATELLITE: SATELLITE OBSERVATIONS - 1968
 ER0626
 ER0626  HISTORY     - Date     Condition        Report By
 ER0626  HISTORY     - 1968     MONUMENTED       USGS
 ER0626
 ER0626                          STATION DESCRIPTION
 ER0626
 ER0626'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 ER0626'FROM THE POST OFFICE IN SPRINGERVILLE, ARIZONA, PROCEED 15.1 MILES
 ER0626'EAST ALONG U S HIGHWAY 60, THENCE 7.5 MILES NORTH ALONG A DIRT ROAD,
 ER0626'2.0 MILES NORTH OF THE SOUTH SUMMERS RANCH, 19 FEET WEST OF THE ROAD,
 ER0626'3 FEET EAST OF A WITNESS POST, SET ON A COPPER-COATED ROD WHICH IS
 ER0626'ENCASED IN A PIPE FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0808 ***********************************************************************
 DS0808  DESIGNATION -  135
 DS0808  PID         -  DS0808
 DS0808  STATE/COUNTY-  NM/SIERRA
 DS0808  USGS QUAD   -  CROCKER (1980)
 DS0808
 DS0808                         *CURRENT SURVEY CONTROL
 DS0808  ___________________________________________________________________
 DS0808* NAD 83(1986)-  33 18 15.     (N)    107 01 38.     (W)     SCALED    
 DS0808* NAVD 88     -      1459.462  (meters)    4788.25   (feet)  ADJUSTED  
 DS0808  ___________________________________________________________________
 DS0808  GEOID HEIGHT-         -22.85  (meters)                     GEOID03
 DS0808  DYNAMIC HT  -        1457.342 (meters)    4781.30  (feet)  COMP
 DS0808  MODELED GRAV-     979,133.2   (mgal)                       NAVD 88
 DS0808
 DS0808  VERT ORDER  -  FIRST     CLASS II
 DS0808
 DS0808.The horizontal coordinates were scaled from a topographic map and have
 DS0808.an estimated accuracy of +/- 6 seconds.
 DS0808
 DS0808.The orthometric height was determined by differential leveling
 DS0808.and adjusted by the National Geodetic Survey in June 1991..
 DS0808
 DS0808.The geoid height was determined by GEOID03.
 DS0808
 DS0808.The dynamic height is computed by dividing the NAVD 88
 DS0808.geopotential number by the normal gravity value computed on the
 DS0808.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0808.degrees latitude (g = 980.6199 gals.).
 DS0808
 DS0808.The modeled gravity was interpolated from observed gravity values.
 DS0808
 DS0808;                    North         East    Units  Estimated Accuracy
 DS0808;SPC NM W     -   255,780.      905,070.      MT  (+/- 180 meters Scaled)
 DS0808
 DS0808                          SUPERSEDED SURVEY CONTROL
 DS0808
 DS0808  NGVD 29 (??/??/92) 1458.804  (m)         4786.09   (f) ADJ UNCH    1 2
 DS0808
 DS0808.Superseded values are not recommended for survey control.
 DS0808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0808.See file dsdata.txt to determine how the superseded data were derived.
 DS0808
 DS0808_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS112868(NAD 83)
 DS0808_MARKER: P = PIPE CAP
 DS0808_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DS0808_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DS0808_STAMPING: 4786.155 135
 DS0808_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DS0808
 DS0808  HISTORY     - Date     Condition        Report By
 DS0808  HISTORY     - UNK      MONUMENTED       USGS
 DS0808  HISTORY     - 1952     GOOD             NGS
 DS0808
 DS0808                          STATION DESCRIPTION
 DS0808
 DS0808'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DS0808'9.2 MI N FROM ENGLE.
 DS0808'9.2 MILES NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD FROM
 DS0808'THE STATION AT ENGLE, 48 FEET SOUTH OF MILEPOST 1034, 47 FEET
 DS0808'NORTHWEST OF METAL MILEPOST 1034, 39 FEET WEST OF THE WEST RAIL, 8.6
 DS0808'FEET EAST OF A FENCE, 1.7 FEET NORTH OF A WITNESS POST, RIVETED ON THE
 DS0808'TOP OF A 3 1/2 INCH IRON PIPE WHICH PROJECTS 0.5 FOOT ABOVE THE
 DS0808'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0627 ***********************************************************************
 ER0627  DESIGNATION -  135 BKC
 ER0627  PID         -  ER0627
 ER0627  STATE/COUNTY-  NM/CATRON
 ER0627  USGS QUAD   -  THE RINCON (1971)
 ER0627
 ER0627                         *CURRENT SURVEY CONTROL
 ER0627  ___________________________________________________________________
 ER0627* NAD 83(1986)-  34 15 35.     (N)    109 02 05.     (W)     SCALED    
 ER0627* NAVD 88     -      2156.376  (meters)    7074.71   (feet)  ADJUSTED  
 ER0627  ___________________________________________________________________
 ER0627  GEOID HEIGHT-         -22.31  (meters)                     GEOID03
 ER0627  DYNAMIC HT  -        2153.023 (meters)    7063.71  (feet)  COMP
 ER0627  MODELED GRAV-     979,003.6   (mgal)                       NAVD 88
 ER0627
 ER0627  VERT ORDER  -  SECOND    CLASS 0
 ER0627
 ER0627.The horizontal coordinates were scaled from a topographic map and have
 ER0627.an estimated accuracy of +/- 6 seconds.
 ER0627
 ER0627.The orthometric height was determined by differential leveling
 ER0627.and adjusted by the National Geodetic Survey in June 1991..
 ER0627
 ER0627.The geoid height was determined by GEOID03.
 ER0627
 ER0627.The dynamic height is computed by dividing the NAVD 88
 ER0627.geopotential number by the normal gravity value computed on the
 ER0627.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0627.degrees latitude (g = 980.6199 gals.).
 ER0627
 ER0627.The modeled gravity was interpolated from observed gravity values.
 ER0627
 ER0627;                    North         East    Units  Estimated Accuracy
 ER0627;SPC NM W     -   362,120.      719,360.      MT  (+/- 180 meters Scaled)
 ER0627
 ER0627                          SUPERSEDED SURVEY CONTROL
 ER0627
 ER0627  NGVD 29 (??/??/92) 2155.38   (m)         7071.4    (f) COMPUTED    2 0
 ER0627
 ER0627.Superseded values are not recommended for survey control.
 ER0627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0627.See file dsdata.txt to determine how the superseded data were derived.
 ER0627
 ER0627_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC809927(NAD 83)
 ER0627_MARKER: DB = BENCH MARK DISK
 ER0627_SETTING: 66 = SET IN ROCK OUTCROP
 ER0627_SP_SET: SANDSTONE
 ER0627_STAMPING: 135 BKC 1968 7071
 ER0627_MARK LOGO: USGS  
 ER0627_MAGNETIC: O = OTHER; SEE DESCRIPTION
 ER0627_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ER0627_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ER0627+SATELLITE: SATELLITE OBSERVATIONS - 1968
 ER0627
 ER0627  HISTORY     - Date     Condition        Report By
 ER0627  HISTORY     - 1968     MONUMENTED       USGS
 ER0627
 ER0627                          STATION DESCRIPTION
 ER0627
 ER0627'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 ER0627'FROM THE POST OFFICE IN SPRINGERVILLE, ARIZONA, PROCEED 15.1 MILES
 ER0627'EAST ALONG U S HIGHWAY 60, THENCE 6.4 MILES NORTH ALONG A DIRT ROAD,
 ER0627'0.7 MILES NORTH OF THE SOUTH SUMMERS RANCH, 210 FEET WEST OF THE
 ER0627'ROAD, 1 FOOT NORTH OF A WITNESS POST, SET IN A LARGE SANDSTONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0628 ***********************************************************************
 ER0628  DESIGNATION -  136 BKC
 ER0628  PID         -  ER0628
 ER0628  STATE/COUNTY-  NM/CATRON
 ER0628  USGS QUAD   -  NELSON RESERVOIR NE (1968)
 ER0628
 ER0628                         *CURRENT SURVEY CONTROL
 ER0628  ___________________________________________________________________
 ER0628* NAD 83(1986)-  34 14 59.     (N)    109 02 19.     (W)     SCALED    
 ER0628* NAVD 88     -      2184.321  (meters)    7166.39   (feet)  ADJUSTED  
 ER0628  ___________________________________________________________________
 ER0628  GEOID HEIGHT-         -22.29  (meters)                     GEOID03
 ER0628  DYNAMIC HT  -        2180.923 (meters)    7155.24  (feet)  COMP
 ER0628  MODELED GRAV-     979,001.9   (mgal)                       NAVD 88
 ER0628
 ER0628  VERT ORDER  -  SECOND    CLASS 0
 ER0628
 ER0628.The horizontal coordinates were scaled from a topographic map and have
 ER0628.an estimated accuracy of +/- 6 seconds.
 ER0628
 ER0628.The orthometric height was determined by differential leveling
 ER0628.and adjusted by the National Geodetic Survey in June 1991..
 ER0628
 ER0628.The geoid height was determined by GEOID03.
 ER0628
 ER0628.The dynamic height is computed by dividing the NAVD 88
 ER0628.geopotential number by the normal gravity value computed on the
 ER0628.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0628.degrees latitude (g = 980.6199 gals.).
 ER0628
 ER0628.The modeled gravity was interpolated from observed gravity values.
 ER0628
 ER0628;                    North         East    Units  Estimated Accuracy
 ER0628;SPC NM W     -   361,020.      718,980.      MT  (+/- 180 meters Scaled)
 ER0628
 ER0628                          SUPERSEDED SURVEY CONTROL
 ER0628
 ER0628  NGVD 29 (??/??/92) 2183.33   (m)         7163.1    (f) COMPUTED    2 0
 ER0628
 ER0628.Superseded values are not recommended for survey control.
 ER0628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0628.See file dsdata.txt to determine how the superseded data were derived.
 ER0628
 ER0628_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC806915(NAD 83)
 ER0628_MARKER: DB = BENCH MARK DISK
 ER0628_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 ER0628_SP_SET: COPPER-CLAD STEEL ROD
 ER0628_STAMPING: 136 BKC 1968 7163
 ER0628_MARK LOGO: USGS  
 ER0628_MAGNETIC: I = MARKER IS A STEEL ROD
 ER0628_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ER0628_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ER0628+SATELLITE: SATELLITE OBSERVATIONS - 1968
 ER0628
 ER0628  HISTORY     - Date     Condition        Report By
 ER0628  HISTORY     - 1968     MONUMENTED       USGS
 ER0628
 ER0628                          STATION DESCRIPTION
 ER0628
 ER0628'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 ER0628'FROM THE POST OFFICE IN SPRINGERVILLE, ARIZONA, PROCEED 15.1 MILES
 ER0628'EAST ALONG U S HIGHWAY 60, THENCE 5.5 MILES NORTH ALONG A DIRT ROAD
 ER0628'TO A Y-ROAD FORK EAST TO THE SOUTH SUMMERS RANCH, 0.2 MILES WEST OF
 ER0628'THE SOUTH SUMMERS RANCH, 39 FEET SOUTH OF THE ROAD, 3 FEET EAST OF A
 ER0628'WITNESS POST, SET ON A COPPER-COATED ROD WHICH IS ENCASED IN A PIPE
 ER0628'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0629 ***********************************************************************
 ER0629  DESIGNATION -  137 BKC
 ER0629  PID         -  ER0629
 ER0629  STATE/COUNTY-  NM/CATRON
 ER0629  USGS QUAD   -  NELSON RESERVOIR NE (1968)
 ER0629
 ER0629                         *CURRENT SURVEY CONTROL
 ER0629  ___________________________________________________________________
 ER0629* NAD 83(1986)-  34 14 39.     (N)    109 02 36.     (W)     SCALED    
 ER0629* NAVD 88     -      2239.097  (meters)    7346.10   (feet)  ADJUSTED  
 ER0629  ___________________________________________________________________
 ER0629  GEOID HEIGHT-         -22.29  (meters)                     GEOID03
 ER0629  DYNAMIC HT  -        2235.620 (meters)    7334.70  (feet)  COMP
 ER0629  MODELED GRAV-     979,001.9   (mgal)                       NAVD 88
 ER0629
 ER0629  VERT ORDER  -  SECOND    CLASS 0
 ER0629
 ER0629.The horizontal coordinates were scaled from a topographic map and have
 ER0629.an estimated accuracy of +/- 6 seconds.
 ER0629
 ER0629.The orthometric height was determined by differential leveling
 ER0629.and adjusted by the National Geodetic Survey in June 1991..
 ER0629
 ER0629.The geoid height was determined by GEOID03.
 ER0629
 ER0629.The dynamic height is computed by dividing the NAVD 88
 ER0629.geopotential number by the normal gravity value computed on the
 ER0629.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0629.degrees latitude (g = 980.6199 gals.).
 ER0629
 ER0629.The modeled gravity was interpolated from observed gravity values.
 ER0629
 ER0629;                    North         East    Units  Estimated Accuracy
 ER0629;SPC NM W     -   360,400.      718,540.      MT  (+/- 180 meters Scaled)
 ER0629
 ER0629                          SUPERSEDED SURVEY CONTROL
 ER0629
 ER0629  NGVD 29 (??/??/92) 2238.11   (m)         7342.9    (f) COMPUTED    2 0
 ER0629
 ER0629.Superseded values are not recommended for survey control.
 ER0629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0629.See file dsdata.txt to determine how the superseded data were derived.
 ER0629
 ER0629_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC801909(NAD 83)
 ER0629_MARKER: DB = BENCH MARK DISK
 ER0629_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 ER0629_SP_SET: COPPER-CLAD STEEL ROD
 ER0629_STAMPING: 137 BKC 1968 7343
 ER0629_MARK LOGO: USGS  
 ER0629_MAGNETIC: I = MARKER IS A STEEL ROD
 ER0629_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ER0629_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ER0629+SATELLITE: SATELLITE OBSERVATIONS - 1968
 ER0629
 ER0629  HISTORY     - Date     Condition        Report By
 ER0629  HISTORY     - 1968     MONUMENTED       USGS
 ER0629
 ER0629                          STATION DESCRIPTION
 ER0629
 ER0629'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 ER0629'FROM THE POST OFFICE IN SPRINGERVILLE, ARIZONA, PROCEED 15.1 MILES
 ER0629'EAST ALONG U S HIGHWAY 60, THENCE 4.9 MILES NORTH ALONG A DIRT ROAD,
 ER0629'41 FEET EAST OF THE ROAD, 6 FEET NORTH OF A WITNESS POST, SET ON A
 ER0629'COPPER-COATED ROD WHICH IS ENCASED IN A PIPE FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0811 ***********************************************************************
 DS0811  DESIGNATION -  138
 DS0811  PID         -  DS0811
 DS0811  STATE/COUNTY-  NM/SIERRA
 DS0811  USGS QUAD   -  CROCKER (1980)
 DS0811
 DS0811                         *CURRENT SURVEY CONTROL
 DS0811  ___________________________________________________________________
 DS0811* NAD 83(1986)-  33 15 48.     (N)    107 01 02.     (W)     SCALED    
 DS0811* NAVD 88     -      1476.951  (meters)    4845.63   (feet)  ADJUSTED  
 DS0811  ___________________________________________________________________
 DS0811  GEOID HEIGHT-         -22.82  (meters)                     GEOID03
 DS0811  DYNAMIC HT  -        1474.809 (meters)    4838.60  (feet)  COMP
 DS0811  MODELED GRAV-     979,135.5   (mgal)                       NAVD 88
 DS0811
 DS0811  VERT ORDER  -  FIRST     CLASS II
 DS0811
 DS0811.The horizontal coordinates were scaled from a topographic map and have
 DS0811.an estimated accuracy of +/- 6 seconds.
 DS0811
 DS0811.The orthometric height was determined by differential leveling
 DS0811.and adjusted by the National Geodetic Survey in June 1991..
 DS0811
 DS0811.The geoid height was determined by GEOID03.
 DS0811
 DS0811.The dynamic height is computed by dividing the NAVD 88
 DS0811.geopotential number by the normal gravity value computed on the
 DS0811.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0811.degrees latitude (g = 980.6199 gals.).
 DS0811
 DS0811.The modeled gravity was interpolated from observed gravity values.
 DS0811
 DS0811;                    North         East    Units  Estimated Accuracy
 DS0811;SPC NM W     -   251,260.      906,040.      MT  (+/- 180 meters Scaled)
 DS0811
 DS0811                          SUPERSEDED SURVEY CONTROL
 DS0811
 DS0811  NGVD 29 (??/??/92) 1476.303  (m)         4843.50   (f) ADJ UNCH    1 2
 DS0811
 DS0811.Superseded values are not recommended for survey control.
 DS0811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0811.See file dsdata.txt to determine how the superseded data were derived.
 DS0811
 DS0811_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS121822(NAD 83)
 DS0811_MARKER: P = PIPE CAP
 DS0811_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DS0811_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DS0811_STAMPING: 4843.448
 DS0811_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DS0811
 DS0811  HISTORY     - Date     Condition        Report By
 DS0811  HISTORY     - UNK      MONUMENTED       USGS
 DS0811  HISTORY     - 1952     GOOD             NGS
 DS0811
 DS0811                          STATION DESCRIPTION
 DS0811
 DS0811'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DS0811'6.2 MI N FROM ENGLE.
 DS0811'6.2 MILES NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD FROM
 DS0811'THE STATION AT ENGLE, 111.4 FEET NORTHEAST OF MILEPOST 1037, 64 FEET
 DS0811'NORTH OF METAL MILEPOST 1037, 46.6 FEET NORTHWEST OF THE NORTHWEST
 DS0811'RAIL, 2 FEET SOUTHEAST OF A FENCE, 3 FEET EAST OF A WITNESS POST,
 DS0811'RIVETED ON THE TOP OF A 3 1/2 INCH IRON PIPE WHICH PROJECTS 1.0 FOOT
 DS0811'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0633 ***********************************************************************
 ER0633  DESIGNATION -  138 BKC
 ER0633  PID         -  ER0633
 ER0633  STATE/COUNTY-  NM/CATRON
 ER0633  USGS QUAD   -  NELSON RESERVOIR NE (1968)
 ER0633
 ER0633                         *CURRENT SURVEY CONTROL
 ER0633  ___________________________________________________________________
 ER0633* NAD 83(1986)-  34 12 20.     (N)    109 02 41.     (W)     SCALED    
 ER0633* NAVD 88     -      2261.064  (meters)    7418.17   (feet)  ADJUSTED  
 ER0633  ___________________________________________________________________
 ER0633  GEOID HEIGHT-         -22.23  (meters)                     GEOID03
 ER0633  DYNAMIC HT  -        2257.549 (meters)    7406.64  (feet)  COMP
 ER0633  MODELED GRAV-     978,999.5   (mgal)                       NAVD 88
 ER0633
 ER0633  VERT ORDER  -  SECOND    CLASS 0
 ER0633
 ER0633.The horizontal coordinates were scaled from a topographic map and have
 ER0633.an estimated accuracy of +/- 6 seconds.
 ER0633
 ER0633.The orthometric height was determined by differential leveling
 ER0633.and adjusted by the National Geodetic Survey in June 1991..
 ER0633
 ER0633.The geoid height was determined by GEOID03.
 ER0633
 ER0633.The dynamic height is computed by dividing the NAVD 88
 ER0633.geopotential number by the normal gravity value computed on the
 ER0633.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0633.degrees latitude (g = 980.6199 gals.).
 ER0633
 ER0633.The modeled gravity was interpolated from observed gravity values.
 ER0633
 ER0633;                    North         East    Units  Estimated Accuracy
 ER0633;SPC NM W     -   356,120.      718,360.      MT  (+/- 180 meters Scaled)
 ER0633
 ER0633                          SUPERSEDED SURVEY CONTROL
 ER0633
 ER0633  NGVD 29 (??/??/92) 2260.08   (m)         7414.9    (f) COMPUTED    2 0
 ER0633
 ER0633.Superseded values are not recommended for survey control.
 ER0633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0633.See file dsdata.txt to determine how the superseded data were derived.
 ER0633
 ER0633_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC801866(NAD 83)
 ER0633_MARKER: DB = BENCH MARK DISK
 ER0633_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 ER0633_SP_SET: COPPER-CLAD STEEL ROD
 ER0633_STAMPING: 138 BKC 1968 7415
 ER0633_MARK LOGO: USGS  
 ER0633_MAGNETIC: I = MARKER IS A STEEL ROD
 ER0633_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ER0633_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ER0633+SATELLITE: SATELLITE OBSERVATIONS - 1968
 ER0633
 ER0633  HISTORY     - Date     Condition        Report By
 ER0633  HISTORY     - 1968     MONUMENTED       USGS
 ER0633
 ER0633                          STATION DESCRIPTION
 ER0633
 ER0633'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 ER0633'FROM THE POST OFFICE IN SPRINGERVILLE, ARIZONA PROCEED 15.1 MILES
 ER0633'EAST ALONG U S HIGHWAY 60, THENCE 2.2 MILES NORTH ALONG A DIRT ROAD,
 ER0633'39 FEET WEST OF THE ROAD, 3.5 FEET EAST OF A WITNESS POST, SET ON A
 ER0633'COPPER-COATED ROD WHICH IS ENCASED IN A PIPE FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0634 ***********************************************************************
 ER0634  DESIGNATION -  139 BKC
 ER0634  PID         -  ER0634
 ER0634  STATE/COUNTY-  NM/CATRON
 ER0634  USGS QUAD   -  NELSON RESERVOIR NE (1968)
 ER0634
 ER0634                         *CURRENT SURVEY CONTROL
 ER0634  ___________________________________________________________________
 ER0634* NAD 83(1986)-  34 11 18.     (N)    109 02 00.     (W)     SCALED    
 ER0634* NAVD 88     -      2303.179  (meters)    7556.35   (feet)  ADJUSTED  
 ER0634  ___________________________________________________________________
 ER0634  GEOID HEIGHT-         -22.19  (meters)                     GEOID03
 ER0634  DYNAMIC HT  -        2299.591 (meters)    7544.57  (feet)  COMP
 ER0634  MODELED GRAV-     978,994.7   (mgal)                       NAVD 88
 ER0634
 ER0634  VERT ORDER  -  SECOND    CLASS 0
 ER0634
 ER0634.The horizontal coordinates were scaled from a topographic map and have
 ER0634.an estimated accuracy of +/- 6 seconds.
 ER0634
 ER0634.The orthometric height was determined by differential leveling
 ER0634.and adjusted by the National Geodetic Survey in June 1991..
 ER0634
 ER0634.The geoid height was determined by GEOID03.
 ER0634
 ER0634.The dynamic height is computed by dividing the NAVD 88
 ER0634.geopotential number by the normal gravity value computed on the
 ER0634.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0634.degrees latitude (g = 980.6199 gals.).
 ER0634
 ER0634.The modeled gravity was interpolated from observed gravity values.
 ER0634
 ER0634;                    North         East    Units  Estimated Accuracy
 ER0634;SPC NM W     -   354,200.      719,390.      MT  (+/- 180 meters Scaled)
 ER0634
 ER0634                          SUPERSEDED SURVEY CONTROL
 ER0634
 ER0634  NGVD 29 (??/??/92) 2302.19   (m)         7553.1    (f) COMPUTED    2 0
 ER0634
 ER0634.Superseded values are not recommended for survey control.
 ER0634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0634.See file dsdata.txt to determine how the superseded data were derived.
 ER0634
 ER0634_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC812847(NAD 83)
 ER0634_MARKER: DB = BENCH MARK DISK
 ER0634_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 ER0634_SP_SET: COPPER-CLAD STEEL ROD
 ER0634_STAMPING: 139 BKC 1968 7553
 ER0634_MARK LOGO: USGS  
 ER0634_MAGNETIC: I = MARKER IS A STEEL ROD
 ER0634_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ER0634_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ER0634+SATELLITE: SATELLITE OBSERVATIONS - 1968
 ER0634
 ER0634  HISTORY     - Date     Condition        Report By
 ER0634  HISTORY     - 1968     MONUMENTED       USGS
 ER0634
 ER0634                          STATION DESCRIPTION
 ER0634
 ER0634'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 ER0634'FROM THE POST OFFICE IN SPRINGERVILLE, ARIZONA PROCEED 15.1 MILES
 ER0634'EAST ALONG U S HIGHWAY 60, THENCE 0.9 MILES NORTH ALONG A DIRT ROAD,
 ER0634'59 FEET WEST OF THE ROAD, 3 FEET EAST OF A WITNESS POST, SET ON A
 ER0634'COPPER-COATED ROD WHICH IS ENCASED IN A PIPE FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0306 ***********************************************************************
 FO0306  DESIGNATION -  14
 FO0306  PID         -  FO0306
 FO0306  STATE/COUNTY-  NM/BERNALILLO
 FO0306  USGS QUAD   -  THE VOLCANOES (1990)
 FO0306
 FO0306                         *CURRENT SURVEY CONTROL
 FO0306  ___________________________________________________________________
 FO0306* NAD 83(1986)-  35 08 06.     (N)    106 47 55.     (W)     SCALED    
 FO0306* NAVD 88     -      1771.552  (meters)    5812.17   (feet)  ADJUSTED  
 FO0306  ___________________________________________________________________
 FO0306  GEOID HEIGHT-         -21.40  (meters)                     GEOID03
 FO0306  DYNAMIC HT  -        1769.065 (meters)    5804.01  (feet)  COMP
 FO0306  MODELED GRAV-     979,168.2   (mgal)                       NAVD 88
 FO0306
 FO0306  VERT ORDER  -  FIRST     CLASS II
 FO0306
 FO0306.The horizontal coordinates were scaled from a topographic map and have
 FO0306.an estimated accuracy of +/- 6 seconds.
 FO0306
 FO0306.The orthometric height was determined by differential leveling
 FO0306.and adjusted by the National Geodetic Survey in June 1991..
 FO0306
 FO0306.The geoid height was determined by GEOID03.
 FO0306
 FO0306.The dynamic height is computed by dividing the NAVD 88
 FO0306.geopotential number by the normal gravity value computed on the
 FO0306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0306.degrees latitude (g = 980.6199 gals.).
 FO0306
 FO0306.The modeled gravity was interpolated from observed gravity values.
 FO0306
 FO0306;                    North         East    Units  Estimated Accuracy
 FO0306;SPC NM C     -   458,690.      450,010.      MT  (+/- 180 meters Scaled)
 FO0306
 FO0306                          SUPERSEDED SURVEY CONTROL
 FO0306
 FO0306  NGVD 29 (??/??/92) 1770.674  (m)         5809.29   (f) ADJ UNCH    1 2
 FO0306
 FO0306.Superseded values are not recommended for survey control.
 FO0306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0306.See file dsdata.txt to determine how the superseded data were derived.
 FO0306
 FO0306_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU361894(NAD 83)
 FO0306_MARKER: DD = SURVEY DISK
 FO0306_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FO0306_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FO0306_STAMPING: 14
 FO0306_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FO0306
 FO0306  HISTORY     - Date     Condition        Report By
 FO0306  HISTORY     - UNK      MONUMENTED       USGS
 FO0306  HISTORY     - 1951     GOOD             NGS
 FO0306
 FO0306                          STATION DESCRIPTION
 FO0306
 FO0306'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 FO0306'11.25 MI NW FROM ALBUQUERQUE.
 FO0306'0.25 MILE NORTH ALONG NORTH FIFTH STREET FROM THE COUNTY COURTHOUSE AT
 FO0306'ALBUQUERQUE, THENCE 1.1 MILES WEST ALONG WEST NEW YORK AVENUE, THENCE
 FO0306'3.4 MILES SOUTHWEST ALONG U.S. HIGHWAY 66 TO THE WEST MESA MOTEL,
 FO0306'THENCE 3.0 MILES NORTHWEST ALONG A GRADED SANDY ROAD, THENCE 1.2 MILES
 FO0306'NORTHWEST ALONG A TRACK ROAD, THENCE 0.6 MILE NORTHWEST ALONG A TRACK
 FO0306'ROAD, THENCE 0.8 MILE NORTHWEST ALONG THE MAIN ROAD TO A FENCE, THENCE
 FO0306'0.6 MILE NORTHWEST ALONG AN OLD ROAD, THENCE 0.3 MILE EAST ACROSS A
 FO0306'PASTURE TO A TRACK ROAD, 17 FEET WEST OF THE CENTER LINE OF THE TRACK
 FO0306'ROAD, 1.3 FEET EAST OF A WITNESS POST, RIVETED ON THE TOP OF A 3 1/2
 FO0306'INCH IRON PIPE WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1161 ***********************************************************************
 FO1161  DESIGNATION -  14 P
 FO1161  PID         -  FO1161
 FO1161  STATE/COUNTY-  NM/BERNALILLO
 FO1161  USGS QUAD   -  ALAMEDA (1990)
 FO1161
 FO1161                         *CURRENT SURVEY CONTROL
 FO1161  ___________________________________________________________________
 FO1161* NAD 83(1992)-  35 11 55.34806(N)    106 33 18.77696(W)     ADJUSTED  
 FO1161* NAVD 88     -      1651.39   (+/-2cm)    5417.9    (feet)  VERTCON   
 FO1161  ___________________________________________________________________
 FO1161  LAPLACE CORR-          11.91  (seconds)                    DEFLEC99
 FO1161  GEOID HEIGHT-         -20.72  (meters)                     GEOID03
 FO1161
 FO1161  HORZ ORDER  -  THIRD
 FO1161  VERT ORDER  -  THIRD ? (See Below)
 FO1161
 FO1161.The horizontal coordinates were established by classical geodetic methods
 FO1161.and adjusted by the National Geodetic Survey in December 1993..
 FO1161
 FO1161.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1161.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1161.The vertical order pertains to the NGVD 29 superseded value.
 FO1161
 FO1161.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1161
 FO1161.The geoid height was determined by GEOID03.
 FO1161
 FO1161;                    North         East     Units Scale Factor Converg.
 FO1161;SPC NM C     -   465,659.800   472,207.666   MT  0.99990952   -0 10 33.4
 FO1161;SPC NM C     - 1,527,752.19  1,549,234.65   sFT  0.99990952   -0 10 33.4
 FO1161;UTM  13      - 3,896,187.088   358,422.031   MT  0.99984703   -0 53 47.7
 FO1161
 FO1161!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1161!SPC NM C     -   0.99974411  x   0.99990952  =   0.99965365
 FO1161!UTM  13      -   0.99974411  x   0.99984703  =   0.99959118
 FO1161
 FO1161                          SUPERSEDED SURVEY CONTROL
 FO1161
 FO1161  NAD 83(1986)-  35 11 55.35412(N)    106 33 18.77847(W) AD(       ) 4
 FO1161  NAD 27      -  35 11 55.19784(N)    106 33 16.68992(W) AD(       ) 3
 FO1161  NGVD 29 (07/19/86) 1650.54   (m)         5415.1    (f) LEVELING    3  
 FO1161
 FO1161.Superseded values are not recommended for survey control.
 FO1161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1161.See file dsdata.txt to determine how the superseded data were derived.
 FO1161
 FO1161_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU5842296187(NAD 83)
 FO1161_MARKER: DB = BENCH MARK DISK
 FO1161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FO1161
 FO1161  HISTORY     - Date     Condition        Report By
 FO1161  HISTORY     - 1969     MONUMENTED       USGS
 FO1161  HISTORY     - 20050521 GOOD             GEOCAC
 FO1161
 FO1161                          STATION DESCRIPTION
 FO1161
 FO1161'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 FO1161'STATION NILE IS LOCATED ABOUT 9 MILES NORTH-NORTHEAST OF THE MAIN
 FO1161'PART OF ALBUQUERQUE, 1-1/2 MILES SOUTH OF THE SANDOVAL-BERNALILLO
 FO1161'COUNTY LINE AND 1-1/4 MILES EAST OF INTERSTATE HIGHWAY 25.
 FO1161'
 FO1161'TO REACH STATION NILE FROM THE JUNCTION OF INTERSTATE HIGHWAY 25,
 FO1161'ALAMEDA ROAD AND TRAMWAY ROAD WHICH IS LOCATED ABOUT 9 MILES
 FO1161'NORTH OF ALBUQUERQUE, GO EAST ON TRAMWAY ROAD FOR 0.1 MILE TO A
 FO1161'SIDE ROAD ON THE RIGHT AND SIGN AIRPORT FRONTAGE ROAD.  TURN
 FO1161'RIGHT AND GO SOUTH FOR 0.1 MILE TO A SIDE ROAD ON THE LEFT.  TURN
 FO1161'LEFT AND GO EAST ON THE SOUTH SIDE OF A WIRE FENCE FOR 0.45 MILE
 FO1161'TO WHERE THE ROAD CURVES TO THE SOUTH.  CONTINUE SOUTH FOR 0.1
 FO1161'MILE TO A SIDE ROAD ON THE LEFT.  TURN LEFT AND GO EAST ON A
 FO1161'DIRT ROAD FOR 0.25 MILE TO A FORK.  KEEP LEFT AND GO IN AN
 FO1161'EASTERLY DIRECTION FOR 0.55 MILE TO THE STATION ON THE LEFT.
 FO1161'
 FO1161'B.M. 14 P IS A U.S. GEOLOGICAL SURVEY BENCH MARK DISK STAMPED
 FO1161'14 P 1934, SET IN THE TOP OF A 5-INCH SQUARE CONCRETE MONUMENT
 FO1161'WHICH IS FLUSH WITH THE GROUND.  IT IS 40 FEET NORTH OF THE
 FO1161'CENTER OF THE DIRT ROAD, 25.8 FEET WEST OF THE METAL WITNESS
 FO1161'POST AND 1.4 FEET SOUTH OF THE WIRE FENCE.
 FO1161
 FO1161                          STATION RECOVERY (2005)
 FO1161
 FO1161'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 FO1161'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0635 ***********************************************************************
 ER0635  DESIGNATION -  140 BKC
 ER0635  PID         -  ER0635
 ER0635  STATE/COUNTY-  NM/CATRON
 ER0635  USGS QUAD   -  NELSON RESERVOIR NE (1968)
 ER0635
 ER0635                         *CURRENT SURVEY CONTROL
 ER0635  ___________________________________________________________________
 ER0635* NAD 83(1986)-  34 10 39.     (N)    109 01 33.     (W)     SCALED    
 ER0635* NAVD 88     -      2297.086  (meters)    7536.36   (feet)  ADJUSTED  
 ER0635  ___________________________________________________________________
 ER0635  GEOID HEIGHT-         -22.16  (meters)                     GEOID03
 ER0635  DYNAMIC HT  -        2293.500 (meters)    7524.59  (feet)  COMP
 ER0635  MODELED GRAV-     978,991.8   (mgal)                       NAVD 88
 ER0635
 ER0635  VERT ORDER  -  SECOND    CLASS 0
 ER0635
 ER0635.The horizontal coordinates were scaled from a topographic map and have
 ER0635.an estimated accuracy of +/- 6 seconds.
 ER0635
 ER0635.The orthometric height was determined by differential leveling
 ER0635.and adjusted by the National Geodetic Survey in June 1991..
 ER0635
 ER0635.The geoid height was determined by GEOID03.
 ER0635
 ER0635.The dynamic height is computed by dividing the NAVD 88
 ER0635.geopotential number by the normal gravity value computed on the
 ER0635.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0635.degrees latitude (g = 980.6199 gals.).
 ER0635
 ER0635.The modeled gravity was interpolated from observed gravity values.
 ER0635
 ER0635;                    North         East    Units  Estimated Accuracy
 ER0635;SPC NM W     -   352,990.      720,070.      MT  (+/- 180 meters Scaled)
 ER0635
 ER0635                          SUPERSEDED SURVEY CONTROL
 ER0635
 ER0635  NGVD 29 (??/??/92) 2296.09   (m)         7533.1    (f) COMPUTED    2 0
 ER0635
 ER0635.Superseded values are not recommended for survey control.
 ER0635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0635.See file dsdata.txt to determine how the superseded data were derived.
 ER0635
 ER0635_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC819835(NAD 83)
 ER0635_MARKER: DB = BENCH MARK DISK
 ER0635_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 ER0635_SP_SET: CONCRETE CATTLEGUARD
 ER0635_STAMPING: 140 BKC 1968 7533
 ER0635_MARK LOGO: USGS  
 ER0635_MAGNETIC: O = OTHER; SEE DESCRIPTION
 ER0635_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0635+STABILITY: SURFACE MOTION
 ER0635_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ER0635+SATELLITE: SATELLITE OBSERVATIONS - 1968
 ER0635
 ER0635  HISTORY     - Date     Condition        Report By
 ER0635  HISTORY     - 1968     MONUMENTED       USGS
 ER0635
 ER0635                          STATION DESCRIPTION
 ER0635
 ER0635'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 ER0635'FROM THE POST OFFICE IN SPRINGERVILLE, ARIZONA PROCEED 15.1 MILES
 ER0635'EAST ALONG U S HIGHWAY 60 TO A T-ROAD NORTH, 1.5 MILES EAST OF THE
 ER0635'STATE LINE, 82 FEET NORTH OF THE ROAD JUNCTION, 7 FEET WEST OF A DIRT
 ER0635'ROAD, IN THE SOUTHWEST CORNER OF A CONCRETE CATTLEGUARD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0814 ***********************************************************************
 DS0814  DESIGNATION -  141
 DS0814  PID         -  DS0814
 DS0814  STATE/COUNTY-  NM/SIERRA
 DS0814  USGS QUAD   -  ENGLE (1985)
 DS0814
 DS0814                         *CURRENT SURVEY CONTROL
 DS0814  ___________________________________________________________________
 DS0814* NAD 83(1986)-  33 13 24.     (N)    107 01 57.     (W)     SCALED    
 DS0814* NAVD 88     -      1459.447  (meters)    4788.20   (feet)  ADJUSTED  
 DS0814  ___________________________________________________________________
 DS0814  GEOID HEIGHT-         -22.88  (meters)                     GEOID03
 DS0814  DYNAMIC HT  -        1457.325 (meters)    4781.24  (feet)  COMP
 DS0814  MODELED GRAV-     979,132.2   (mgal)                       NAVD 88
 DS0814
 DS0814  VERT ORDER  -  FIRST     CLASS II
 DS0814
 DS0814.The horizontal coordinates were scaled from a topographic map and have
 DS0814.an estimated accuracy of +/- 6 seconds.
 DS0814
 DS0814.The orthometric height was determined by differential leveling
 DS0814.and adjusted by the National Geodetic Survey in June 1991..
 DS0814
 DS0814.The geoid height was determined by GEOID03.
 DS0814
 DS0814.The dynamic height is computed by dividing the NAVD 88
 DS0814.geopotential number by the normal gravity value computed on the
 DS0814.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0814.degrees latitude (g = 980.6199 gals.).
 DS0814
 DS0814.The modeled gravity was interpolated from observed gravity values.
 DS0814
 DS0814;                    North         East    Units  Estimated Accuracy
 DS0814;SPC NM W     -   246,810.      904,650.      MT  (+/- 180 meters Scaled)
 DS0814
 DS0814                          SUPERSEDED SURVEY CONTROL
 DS0814
 DS0814  NGVD 29 (??/??/92) 1458.803  (m)         4786.09   (f) ADJ UNCH    1 2
 DS0814
 DS0814.Superseded values are not recommended for survey control.
 DS0814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0814.See file dsdata.txt to determine how the superseded data were derived.
 DS0814
 DS0814_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS105778(NAD 83)
 DS0814_MARKER: P = PIPE CAP
 DS0814_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DS0814_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DS0814_STAMPING: 4786.116 141
 DS0814_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DS0814
 DS0814  HISTORY     - Date     Condition        Report By
 DS0814  HISTORY     - UNK      MONUMENTED       USGS
 DS0814  HISTORY     - 1951     GOOD             NGS
 DS0814  HISTORY     - 1952     GOOD             NGS
 DS0814
 DS0814                          STATION DESCRIPTION
 DS0814
 DS0814'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 DS0814'3.2 MI N FROM ENGLE.
 DS0814'3.2 MILES NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD FROM
 DS0814'THE STATION AT ENGLE, 79 FEET SOUTH OF MILEPOST 1040, 48 FEET WEST OF
 DS0814'THE WEST RAIL, 0.6 FOOT EAST OF A FENCE, 1.4 FEET SOUTH OF A WITNESS
 DS0814'POST, A U.S.G.S. CAP ON THE TOP OF AN IRON PIPE WHICH PROJECTS 0.4
 DS0814'FOOT ABOVE THE GROUND.
 DS0814
 DS0814                          STATION RECOVERY (1952)
 DS0814
 DS0814'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 DS0814'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0630 ***********************************************************************
 DR0630  DESIGNATION -  146+50
 DR0630  PID         -  DR0630
 DR0630  STATE/COUNTY-  NM/LINCOLN
 DR0630  USGS QUAD   -  RUIDOSO DOWNS (1963)
 DR0630
 DR0630                         *CURRENT SURVEY CONTROL
 DR0630  ___________________________________________________________________
 DR0630* NAD 83(1986)-  33 19 33.     (N)    105 36 39.     (W)     SCALED    
 DR0630* NAVD 88     -      1962.734  (meters)    6439.40   (feet)  ADJUSTED  
 DR0630  ___________________________________________________________________
 DR0630  GEOID HEIGHT-         -19.55  (meters)                     GEOID03
 DR0630  DYNAMIC HT  -        1959.757 (meters)    6429.64  (feet)  COMP
 DR0630  MODELED GRAV-     979,049.6   (mgal)                       NAVD 88
 DR0630
 DR0630  VERT ORDER  -  FIRST     CLASS II
 DR0630
 DR0630.The horizontal coordinates were scaled from a topographic map and have
 DR0630.an estimated accuracy of +/- 6 seconds.
 DR0630
 DR0630.The orthometric height was determined by differential leveling
 DR0630.and adjusted by the National Geodetic Survey in June 1991..
 DR0630
 DR0630.The geoid height was determined by GEOID03.
 DR0630
 DR0630.The dynamic height is computed by dividing the NAVD 88
 DR0630.geopotential number by the normal gravity value computed on the
 DR0630.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0630.degrees latitude (g = 980.6199 gals.).
 DR0630
 DR0630.The modeled gravity was interpolated from observed gravity values.
 DR0630
 DR0630;                    North         East    Units  Estimated Accuracy
 DR0630;SPC NM C     -   258,070.      559,510.      MT  (+/- 180 meters Scaled)
 DR0630
 DR0630                          SUPERSEDED SURVEY CONTROL
 DR0630
 DR0630  NGVD 29 (??/??/92) 1962.007  (m)         6437.02   (f) ADJ UNCH    1 2
 DR0630
 DR0630.Superseded values are not recommended for survey control.
 DR0630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0630.See file dsdata.txt to determine how the superseded data were derived.
 DR0630
 DR0630_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDS431875(NAD 83)
 DR0630_MARKER: DD = SURVEY DISK
 DR0630_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DR0630_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DR0630_STAMPING: 146+50
 DR0630_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR0630
 DR0630  HISTORY     - Date     Condition        Report By
 DR0630  HISTORY     - UNK      MONUMENTED       BPR
 DR0630  HISTORY     - 1944     GOOD             NGS
 DR0630  HISTORY     - 1963     MARK NOT FOUND   USGS
 DR0630
 DR0630                          STATION DESCRIPTION
 DR0630
 DR0630'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 DR0630'17.5 MI NE FROM MESCALERO.
 DR0630'IN LINCOLN COUNTY, 17.5 MILES NORTHEAST ALONG U.S. HIGHWAY 70 FROM
 DR0630'MESCALERO, OTERO COUNTY, 0.6 MILE NORTHEAST OF THE POST OFFICE AT
 DR0630'HOLLYWOOD, LINCOLN COUNTY, AT STATION 146+50, 60 FEET NORTH OF STATION
 DR0630'141+00 (U.S.P.R.A. 1944 RELOCATION SURVEY), 36 FEET NORTH OF THE
 DR0630'CENTERLINE OF THE HIGHWAY, AND 9 FEET SOUTH OF A FENCE.  A UNITED
 DR0630'STATES BUREAU OF PUBLIC ROADS STANDARD CAP, STAMPED 146+50 AND
 DR0630'FASTENED ON THE TOP OF AN IRON PIPE SET IN CONCRETE.
 DR0630
 DR0630                          STATION RECOVERY (1963)
 DR0630
 DR0630'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 DR0630'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0822 ***********************************************************************
 DS0822  DESIGNATION -  147
 DS0822  PID         -  DS0822
 DS0822  STATE/COUNTY-  NM/SIERRA
 DS0822  USGS QUAD   -  ENGLE (1985)
 DS0822
 DS0822                         *CURRENT SURVEY CONTROL
 DS0822  ___________________________________________________________________
 DS0822* NAD 83(1986)-  33 08 08.     (N)    107 01 54.     (W)     SCALED    
 DS0822* NAVD 88     -      1447.436  (meters)    4748.80   (feet)  ADJUSTED  
 DS0822  ___________________________________________________________________
 DS0822  GEOID HEIGHT-         -22.97  (meters)                     GEOID03
 DS0822  DYNAMIC HT  -        1445.317 (meters)    4741.84  (feet)  COMP
 DS0822  MODELED GRAV-     979,123.0   (mgal)                       NAVD 88
 DS0822
 DS0822  VERT ORDER  -  FIRST     CLASS II
 DS0822
 DS0822.The horizontal coordinates were scaled from a topographic map and have
 DS0822.an estimated accuracy of +/- 6 seconds.
 DS0822
 DS0822.The orthometric height was determined by differential leveling
 DS0822.and adjusted by the National Geodetic Survey in June 1991..
 DS0822.WARNING-Repeat measurements at this control monument indicate possible
 DS0822.vertical movement.
 DS0822
 DS0822.The geoid height was determined by GEOID03.
 DS0822
 DS0822.The dynamic height is computed by dividing the NAVD 88
 DS0822.geopotential number by the normal gravity value computed on the
 DS0822.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0822.degrees latitude (g = 980.6199 gals.).
 DS0822
 DS0822.The modeled gravity was interpolated from observed gravity values.
 DS0822
 DS0822;                    North         East    Units  Estimated Accuracy
 DS0822;SPC NM W     -   237,070.      904,800.      MT  (+/- 180 meters Scaled)
 DS0822
 DS0822                          SUPERSEDED SURVEY CONTROL
 DS0822
 DS0822  NGVD 29 (??/??/92) 1446.792  (m)         4746.68   (f) ADJ UNCH    1 2
 DS0822
 DS0822.Superseded values are not recommended for survey control.
 DS0822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0822.See file dsdata.txt to determine how the superseded data were derived.
 DS0822
 DS0822_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS104681(NAD 83)
 DS0822_MARKER: P = PIPE CAP
 DS0822_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DS0822_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DS0822_STAMPING: 4746.683 147
 DS0822_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DS0822
 DS0822  HISTORY     - Date     Condition        Report By
 DS0822  HISTORY     - UNK      MONUMENTED       USGS
 DS0822  HISTORY     - 1952     GOOD             NGS
 DS0822
 DS0822                          STATION DESCRIPTION
 DS0822
 DS0822'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DS0822'2.8 MI S FROM ENGLE.
 DS0822'2.8 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD FROM
 DS0822'THE STATION AT ENGLE, 62.5 FEET SOUTH OF MILEPOST 1046, 46 FEET WEST
 DS0822'OF THE  WEST RAIL, 48 FEET EAST OF A FENCE, 177 FEET WEST OF THE
 DS0822'CENTER LINE OF A GRADED DIRT ROAD, 1.4 FEET NORTH OF A WITNESS POST,
 DS0822'RIVETED ON THE TOP OF A 3 1/2 INCH IRON PIPE WHICH PROJECTS 1.0 FOOT
 DS0822'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0193 ***********************************************************************
 EQ0193  DESIGNATION -  15
 EQ0193  PID         -  EQ0193
 EQ0193  STATE/COUNTY-  NM/SOCORRO
 EQ0193  USGS QUAD   -  SAN ACACIA (1971)
 EQ0193
 EQ0193                         *CURRENT SURVEY CONTROL
 EQ0193  ___________________________________________________________________
 EQ0193* NAD 83(1986)-  34 15 19.     (N)    106 53 47.     (W)     SCALED    
 EQ0193* NAVD 88     -      1423.035  (meters)    4668.74   (feet)  ADJUSTED  
 EQ0193  ___________________________________________________________________
 EQ0193  GEOID HEIGHT-         -21.85  (meters)                     GEOID03
 EQ0193  DYNAMIC HT  -        1421.059 (meters)    4662.26  (feet)  COMP
 EQ0193  MODELED GRAV-     979,197.9   (mgal)                       NAVD 88
 EQ0193
 EQ0193  VERT ORDER  -  FIRST     CLASS II
 EQ0193
 EQ0193.The horizontal coordinates were scaled from a topographic map and have
 EQ0193.an estimated accuracy of +/- 6 seconds.
 EQ0193
 EQ0193.The orthometric height was determined by differential leveling
 EQ0193.and adjusted by the National Geodetic Survey in June 1991..
 EQ0193
 EQ0193.The geoid height was determined by GEOID03.
 EQ0193
 EQ0193.The dynamic height is computed by dividing the NAVD 88
 EQ0193.geopotential number by the normal gravity value computed on the
 EQ0193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0193.degrees latitude (g = 980.6199 gals.).
 EQ0193
 EQ0193.The modeled gravity was interpolated from observed gravity values.
 EQ0193
 EQ0193;                    North         East    Units  Estimated Accuracy
 EQ0193;SPC NM C     -   361,160.      440,470.      MT  (+/- 180 meters Scaled)
 EQ0193
 EQ0193                          SUPERSEDED SURVEY CONTROL
 EQ0193
 EQ0193  NGVD 29 (??/??/92) 1422.300  (m)         4666.33   (f) ADJ UNCH    1 2
 EQ0193
 EQ0193.Superseded values are not recommended for survey control.
 EQ0193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0193.See file dsdata.txt to determine how the superseded data were derived.
 EQ0193
 EQ0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT253920(NAD 83)
 EQ0193_MARKER: DD = SURVEY DISK
 EQ0193_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EQ0193_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EQ0193_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EQ0193
 EQ0193  HISTORY     - Date     Condition        Report By
 EQ0193  HISTORY     - UNK      MONUMENTED       MRGCD
 EQ0193  HISTORY     - 1951     GOOD             NGS
 EQ0193
 EQ0193                          STATION DESCRIPTION
 EQ0193
 EQ0193'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 EQ0193'13.9 MI N FROM SOCORRO.
 EQ0193'13.9 MILES NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD FROM
 EQ0193'THE STATION AT SOCORRO, AT SAN ACACIA, 0.1 MILE EAST OF A SCHOOLHOUSE,
 EQ0193'4 1/2 POLES NORTH OF MILEPOST 964, 220 FEET WEST OF THE WEST RAIL, 13
 EQ0193'FEET NORTH OF THE CENTER LINE OF A ROAD, 70 FEET EAST OF THE CENTER
 EQ0193'LINE OF A PRIVATE DRIVEWAY LEADING NORTH TO A HOUSE, 0.6 FOOT SOUTH OF
 EQ0193'A FENCE, 2 FEET WEST OF A WITNESS POST, 1 FOOT ABOVE THE GROUND, SET
 EQ0193'IN THE TOP OF AN IRON POST FILLED WITH CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0154 ***********************************************************************
 GN0154  DESIGNATION -  15 D
 GN0154  PID         -  GN0154
 GN0154  STATE/COUNTY-  NM/RIO ARRIBA
 GN0154  USGS QUAD   -  CANONES (1995)
 GN0154
 GN0154                         *CURRENT SURVEY CONTROL
 GN0154  ___________________________________________________________________
 GN0154* NAD 83(1986)-  36 14 25.     (N)    106 26 04.     (W)     SCALED    
 GN0154* NAVD 88     -      1850.198  (meters)    6070.19   (feet)  ADJUSTED  
 GN0154  ___________________________________________________________________
 GN0154  GEOID HEIGHT-         -18.61  (meters)                     GEOID03
 GN0154  DYNAMIC HT  -        1847.747 (meters)    6062.15  (feet)  COMP
 GN0154  MODELED GRAV-     979,242.5   (mgal)                       NAVD 88
 GN0154
 GN0154  VERT ORDER  -  SECOND    CLASS 0
 GN0154
 GN0154.The horizontal coordinates were scaled from a topographic map and have
 GN0154.an estimated accuracy of +/- 6 seconds.
 GN0154
 GN0154.The orthometric height was determined by differential leveling
 GN0154.and adjusted by the National Geodetic Survey in June 1991..
 GN0154
 GN0154.The geoid height was determined by GEOID03.
 GN0154
 GN0154.The dynamic height is computed by dividing the NAVD 88
 GN0154.geopotential number by the normal gravity value computed on the
 GN0154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GN0154.degrees latitude (g = 980.6199 gals.).
 GN0154
 GN0154.The modeled gravity was interpolated from observed gravity values.
 GN0154
 GN0154;                    North         East    Units  Estimated Accuracy
 GN0154;SPC NM C     -   581,190.      483,420.      MT  (+/- 180 meters Scaled)
 GN0154
 GN0154                          SUPERSEDED SURVEY CONTROL
 GN0154
 GN0154  NGVD 29 (??/??/92) 1849.156  (m)         6066.77   (f) ADJ UNCH    2 0
 GN0154
 GN0154.Superseded values are not recommended for survey control.
 GN0154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0154.See file dsdata.txt to determine how the superseded data were derived.
 GN0154
 GN0154_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCA711115(NAD 83)
 GN0154_MARKER: DD = SURVEY DISK
 GN0154_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GN0154_SP_SET: SANDSTONE LEDGE
 GN0154_STAMPING: 15-D 1934
 GN0154_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GN0154
 GN0154  HISTORY     - Date     Condition        Report By
 GN0154  HISTORY     - 1934     MONUMENTED       USGS
 GN0154  HISTORY     - 1934     GOOD             NGS
 GN0154  HISTORY     - 1939     GOOD             NGS
 GN0154
 GN0154                          STATION DESCRIPTION
 GN0154
 GN0154'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GN0154'8.2 MI NW FROM ABIQUIU.
 GN0154'8.2 MI NORTHWEST ON STATE HWY NO. 2 ON THE NORTH BANK OF CANJILION
 GN0154'CREEK AND NORTHWEST OF THE NORTHWEST CORNER OF HIGHWAY BRIDGE NO. 333,
 GN0154'25 FEET SOUTH OF THE OLD ROAD TO YOUNGSVILLE AND 18 FEET WEST OF THE
 GN0154'CENTERLINE OF THE HIGHWAY.
 GN0154
 GN0154                          STATION RECOVERY (1939)
 GN0154
 GN0154'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1939
 GN0154'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0603 ***********************************************************************
 EP0603  DESIGNATION -  15 WR
 EP0603  PID         -  EP0603
 EP0603  STATE/COUNTY-  NM/TORRANCE
 EP0603  USGS QUAD   -  PALMA (1978)
 EP0603
 EP0603                         *CURRENT SURVEY CONTROL
 EP0603  ___________________________________________________________________
 EP0603* NAD 83(1992)-  34 59 51.93792(N)    105 25 00.05486(W)     ADJUSTED  
 EP0603* NAVD 88     -      1925.17   (+/-2cm)    6316.2    (feet)  VERTCON   
 EP0603  ___________________________________________________________________
 EP0603  LAPLACE CORR-          -4.67  (seconds)                    DEFLEC99
 EP0603  GEOID HEIGHT-         -19.96  (meters)                     GEOID03
 EP0603
 EP0603  HORZ ORDER  -  SECOND
 EP0603  VERT ORDER  -  THIRD ? (See Below)
 EP0603
 EP0603.The horizontal coordinates were established by classical geodetic methods
 EP0603.and adjusted by the National Geodetic Survey in December 1993..
 EP0603
 EP0603.The NAVD 88 height was computed by applying the VERTCON shift value to
 EP0603.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EP0603.The vertical order pertains to the NGVD 29 superseded value.
 EP0603
 EP0603.The Laplace correction was computed from DEFLEC99 derived deflections.
 EP0603
 EP0603.The geoid height was determined by GEOID03.
 EP0603
 EP0603;                    North         East     Units Scale Factor Converg.
 EP0603;SPC NM C     -   443,643.073   576,067.474   MT  0.99997129   +0 28 40.7
 EP0603;SPC NM C     - 1,455,518.98  1,889,981.37   sFT  0.99997129   +0 28 40.7
 EP0603;SPC NM E     -   443,866.086    66,107.355   MT  1.00002958   -0 37 17.0
 EP0603;SPC NM E     - 1,456,250.65    216,887.21   sFT  1.00002958   -0 37 17.0
 EP0603;UTM  13      - 3,872,874.018   461,975.935   MT  0.99961782   -0 14 20.4
 EP0603
 EP0603!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EP0603!SPC NM C     -   0.99970103  x   0.99997129  =   0.99967233
 EP0603!SPC NM E     -   0.99970103  x   1.00002958  =   0.99973060
 EP0603!UTM  13      -   0.99970103  x   0.99961782  =   0.99931897
 EP0603
 EP0603:                Primary Azimuth Mark                     Grid Az
 EP0603:SPC NM C     -  3410515008                               092 44 49.4
 EP0603:SPC NM E     -  3410515008                               093 50 47.1
 EP0603:UTM  13      -  3410515008                               093 27 50.5
 EP0603
 EP0603|---------------------------------------------------------------------|
 EP0603| PID    Reference Object                     Distance      Geod. Az  |
 EP0603|                                                           dddmmss.s |
 EP0603| EP0602 3410515008                          APPROX. 3.3 KM 0931330.1 |
 EP0603|---------------------------------------------------------------------|
 EP0603
 EP0603                          SUPERSEDED SURVEY CONTROL
 EP0603
 EP0603  NAD 83(1986)-  34 59 51.94521(N)    105 25 00.05341(W) AD(       ) 2
 EP0603  NAD 27      -  34 59 51.74818(N)    105 24 58.02362(W) AD(       ) 2
 EP0603  NGVD 29 (07/19/86) 1924.29   (m)         6313.3    (f) LEVELING    3  
 EP0603
 EP0603.Superseded values are not recommended for survey control.
 EP0603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EP0603.See file dsdata.txt to determine how the superseded data were derived.
 EP0603
 EP0603_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDU6197672874(NAD 83)
 EP0603_MARKER: DD = SURVEY DISK
 EP0603_SETTING: 80 = SET IN A BOULDER
 EP0603_SP_SET: SET IN DRILL HOLE IN A BOULDER
 EP0603_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EP0603+STABILITY: SURFACE MOTION
 EP0603
 EP0603  HISTORY     - Date     Condition        Report By
 EP0603  HISTORY     - 1973     MONUMENTED       USGS
 EP0603
 EP0603                          STATION DESCRIPTION
 EP0603
 EP0603'DESCRIBED BY US GEOLOGICAL SURVEY 1973 (CWW)
 EP0603'THE STATION IS LOCATED IN TORRANCE COUNTY ALONG INTERSTATE 40
 EP0603'AND IS ABOUT 14.1 MILES AIRLINE EAST OF CLINES CORNERS, NEW MEXICO.
 EP0603'
 EP0603'TO REACH FROM THE INTERSECTION OF INTERSTATE 40 AND U.S. 285
 EP0603'AT CLINES CORNERS, GO EAST 14.25 MILES TO THE STATION ON THE
 EP0603'LEFT.  THE STATION IS 84 FEET NORTH OF THE CENTERLINE OF THE
 EP0603'WESTBOUND LANE OF INTERSTATE 40.
 EP0603'
 EP0603'STATION IS A UNITED STATES GEOLOGICAL SURVEY DISK SET IN A DRILL
 EP0603'HOLE IN A BOULDER AND STAMPED 15WR, 1962.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0825 ***********************************************************************
 DS0825  DESIGNATION -  150
 DS0825  PID         -  DS0825
 DS0825  STATE/COUNTY-  NM/SIERRA
 DS0825  USGS QUAD   -  CUTTER (1985)
 DS0825
 DS0825                         *CURRENT SURVEY CONTROL
 DS0825  ___________________________________________________________________
 DS0825* NAD 83(1986)-  33 05 23.     (N)    107 01 45.     (W)     SCALED    
 DS0825* NAVD 88     -      1431.323  (meters)    4695.93   (feet)  ADJUSTED  
 DS0825  ___________________________________________________________________
 DS0825  GEOID HEIGHT-         -23.02  (meters)                     GEOID03
 DS0825  DYNAMIC HT  -        1429.222 (meters)    4689.04  (feet)  COMP
 DS0825  MODELED GRAV-     979,120.4   (mgal)                       NAVD 88
 DS0825
 DS0825  VERT ORDER  -  FIRST     CLASS II
 DS0825
 DS0825.The horizontal coordinates were scaled from a topographic map and have
 DS0825.an estimated accuracy of +/- 6 seconds.
 DS0825
 DS0825.The orthometric height was determined by differential leveling
 DS0825.and adjusted by the National Geodetic Survey in June 1991..
 DS0825
 DS0825.The geoid height was determined by GEOID03.
 DS0825
 DS0825.The dynamic height is computed by dividing the NAVD 88
 DS0825.geopotential number by the normal gravity value computed on the
 DS0825.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0825.degrees latitude (g = 980.6199 gals.).
 DS0825
 DS0825.The modeled gravity was interpolated from observed gravity values.
 DS0825
 DS0825;                    North         East    Units  Estimated Accuracy
 DS0825;SPC NM W     -   231,990.      905,070.      MT  (+/- 180 meters Scaled)
 DS0825
 DS0825                          SUPERSEDED SURVEY CONTROL
 DS0825
 DS0825  NGVD 29 (??/??/92) 1430.688  (m)         4693.85   (f) ADJ UNCH    1 2
 DS0825
 DS0825.Superseded values are not recommended for survey control.
 DS0825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0825.See file dsdata.txt to determine how the superseded data were derived.
 DS0825
 DS0825_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS106630(NAD 83)
 DS0825_MARKER: P = PIPE CAP
 DS0825_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DS0825_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DS0825_STAMPING: 4693.865 150
 DS0825_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DS0825
 DS0825  HISTORY     - Date     Condition        Report By
 DS0825  HISTORY     - UNK      MONUMENTED       USGS
 DS0825  HISTORY     - 1952     GOOD             NGS
 DS0825
 DS0825                          STATION DESCRIPTION
 DS0825
 DS0825'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DS0825'6.0 MI S FROM ENGLE.
 DS0825'6.0 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD FROM
 DS0825'THE STATION AT ENGLE, 0.45 MILE NORTH OF A ROAD CROSSING, 8 1/2 POLES
 DS0825'SOUTH OF MILEPOST 1049, 59.6 FEET NORTHEAST OF THE NORTHEAST RAIL, 38
 DS0825'FEET SOUTHWEST OF A FENCE, 0.4 FOOT NORTHEAST OF BENCH MARK 150 1/2
 DS0825'(U.S.G.S.), 2 FEET SOUTH OF A WITNESS POST, RIVETED ON THE TOP OF A 3
 DS0825'1/2 INCH IRON PIPE WHICH PROJECTS 0.8 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0826 ***********************************************************************
 DS0826  DESIGNATION -  150 1/2
 DS0826  PID         -  DS0826
 DS0826  STATE/COUNTY-  NM/SIERRA
 DS0826  USGS QUAD   -  CUTTER (1985)
 DS0826
 DS0826                         *CURRENT SURVEY CONTROL
 DS0826  ___________________________________________________________________
 DS0826* NAD 83(1986)-  33 05 23.     (N)    107 01 45.     (W)     SCALED    
 DS0826* NAVD 88     -      1431.101  (meters)    4695.20   (feet)  ADJUSTED  
 DS0826  ___________________________________________________________________
 DS0826  GEOID HEIGHT-         -23.02  (meters)                     GEOID03
 DS0826  DYNAMIC HT  -        1429.001 (meters)    4688.31  (feet)  COMP
 DS0826  MODELED GRAV-     979,120.4   (mgal)                       NAVD 88
 DS0826
 DS0826  VERT ORDER  -  FIRST     CLASS II
 DS0826
 DS0826.The horizontal coordinates were scaled from a topographic map and have
 DS0826.an estimated accuracy of +/- 6 seconds.
 DS0826
 DS0826.The orthometric height was determined by differential leveling
 DS0826.and adjusted by the National Geodetic Survey in June 1991..
 DS0826
 DS0826.The geoid height was determined by GEOID03.
 DS0826
 DS0826.The dynamic height is computed by dividing the NAVD 88
 DS0826.geopotential number by the normal gravity value computed on the
 DS0826.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0826.degrees latitude (g = 980.6199 gals.).
 DS0826
 DS0826.The modeled gravity was interpolated from observed gravity values.
 DS0826
 DS0826;                    North         East    Units  Estimated Accuracy
 DS0826;SPC NM W     -   231,990.      905,070.      MT  (+/- 180 meters Scaled)
 DS0826
 DS0826                          SUPERSEDED SURVEY CONTROL
 DS0826
 DS0826  NGVD 29 (??/??/92) 1430.467  (m)         4693.12   (f) ADJ UNCH    1 2
 DS0826
 DS0826.Superseded values are not recommended for survey control.
 DS0826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0826.See file dsdata.txt to determine how the superseded data were derived.
 DS0826
 DS0826_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS106630(NAD 83)
 DS0826_MARKER: DD = SURVEY DISK
 DS0826_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0826_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0826_STAMPING: 4693.134 150 1/2
 DS0826_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0826+STABILITY: SURFACE MOTION
 DS0826
 DS0826  HISTORY     - Date     Condition        Report By
 DS0826  HISTORY     - UNK      MONUMENTED       USGS
 DS0826  HISTORY     - 1952     GOOD             NGS
 DS0826
 DS0826                          STATION DESCRIPTION
 DS0826
 DS0826'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DS0826'6.0 MI S FROM ENGLE.
 DS0826'6.0 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD FROM
 DS0826'THE STATION AT ENGLE, 0.45 MILE NORTH OF A ROAD CROSSING, 8 1/2 POLES
 DS0826'SOUTH OF MILEPOST 1049, 59.2 FEET NORTHEAST OF THE NORTHEAST RAIL,
 DS0826'38.4 FEET SOUTHWEST OF A FENCE, 0.4 FOOT SOUTHWEST OF BENCH MARK 150
 DS0826'(U.S.G.S.), 2 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A
 DS0826'CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0453 ***********************************************************************
 GL0453  DESIGNATION -  15+00
 GL0453  PID         -  GL0453
 GL0453  STATE/COUNTY-  NM/UNION
 GL0453  USGS QUAD   -  BIBLE TOP BUTTE (1972)
 GL0453
 GL0453                         *CURRENT SURVEY CONTROL
 GL0453  ___________________________________________________________________
 GL0453* NAD 83(1986)-  36 34 42.     (N)    103 17 48.     (W)     SCALED    
 GL0453* NAVD 88     -      1584.589  (meters)    5198.77   (feet)  ADJUSTED  
 GL0453  ___________________________________________________________________
 GL0453  GEOID HEIGHT-         -21.42  (meters)                     GEOID03
 GL0453  DYNAMIC HT  -        1582.720 (meters)    5192.64  (feet)  COMP
 GL0453  MODELED GRAV-     979,396.2   (mgal)                       NAVD 88
 GL0453
 GL0453  VERT ORDER  -  SECOND    CLASS 0
 GL0453
 GL0453.The horizontal coordinates were scaled from a topographic map and have
 GL0453.an estimated accuracy of +/- 6 seconds.
 GL0453
 GL0453.The orthometric height was determined by differential leveling
 GL0453.and adjusted by the National Geodetic Survey in June 1991..
 GL0453
 GL0453.The geoid height was determined by GEOID03.
 GL0453
 GL0453.The dynamic height is computed by dividing the NAVD 88
 GL0453.geopotential number by the normal gravity value computed on the
 GL0453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0453.degrees latitude (g = 980.6199 gals.).
 GL0453
 GL0453.The modeled gravity was interpolated from observed gravity values.
 GL0453
 GL0453;                    North         East    Units  Estimated Accuracy
 GL0453;SPC NM E     -   619,190.      257,780.      MT  (+/- 180 meters Scaled)
 GL0453
 GL0453                          SUPERSEDED SURVEY CONTROL
 GL0453
 GL0453  NGVD 29 (??/??/92) 1583.834  (m)         5196.30   (f) ADJ UNCH    2 0
 GL0453
 GL0453.Superseded values are not recommended for survey control.
 GL0453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0453.See file dsdata.txt to determine how the superseded data were derived.
 GL0453
 GL0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA523494(NAD 83)
 GL0453_MARKER: Z = SEE DESCRIPTION
 GL0453_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0453_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0453_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0453+STABILITY: SURFACE MOTION
 GL0453
 GL0453  HISTORY     - Date     Condition        Report By
 GL0453  HISTORY     - UNK      MONUMENTED       LOCSUR
 GL0453  HISTORY     - 1955     GOOD             NGS
 GL0453
 GL0453                          STATION DESCRIPTION
 GL0453
 GL0453'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GL0453'12.7 MI NW FROM CLAYTON.
 GL0453'10.55 MILES NORTHWEST ALONG STATE ROAD 370 FROM ITS JUNCTION WITH U.S.
 GL0453'HIGHWAYS 64 AND 87 AT CLAYTON, THENCE 1.25 MILES NORTHWEST ALONG A
 GL0453'GRADED DIRT ROAD, THENCE 0.9 MILE NORTHEAST ALONG A WINDING DIRT ROAD,
 GL0453'ON TOP OF A HILL, 0.1 MILE NORTHWEST OF THE FILL AT THE CLAYTON DAM,
 GL0453'55 FEET SOUTH OF A FENCE, 2.0 FEET SOUTHEAST OF A WITNESS POST, 0.7
 GL0453'FOOT ABOVE THE GROUND, ON THE TOP OF THE EAST EDGE OF A 1 INCH PIPE
 GL0453'WHICH IS SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0829 ***********************************************************************
 DS0829  DESIGNATION -  153
 DS0829  PID         -  DS0829
 DS0829  STATE/COUNTY-  NM/SIERRA
 DS0829  USGS QUAD   -  CUTTER (1985)
 DS0829
 DS0829                         *CURRENT SURVEY CONTROL
 DS0829  ___________________________________________________________________
 DS0829* NAD 83(1986)-  33 03 04.     (N)    107 01 14.     (W)     SCALED    
 DS0829* NAVD 88     -      1437.876  (meters)    4717.43   (feet)  ADJUSTED  
 DS0829  ___________________________________________________________________
 DS0829  GEOID HEIGHT-         -23.07  (meters)                     GEOID03
 DS0829  DYNAMIC HT  -        1435.766 (meters)    4710.51  (feet)  COMP
 DS0829  MODELED GRAV-     979,119.5   (mgal)                       NAVD 88
 DS0829
 DS0829  VERT ORDER  -  FIRST     CLASS II
 DS0829
 DS0829.The horizontal coordinates were scaled from a topographic map and have
 DS0829.an estimated accuracy of +/- 6 seconds.
 DS0829
 DS0829.The orthometric height was determined by differential leveling
 DS0829.and adjusted by the National Geodetic Survey in June 1991..
 DS0829
 DS0829.The geoid height was determined by GEOID03.
 DS0829
 DS0829.The dynamic height is computed by dividing the NAVD 88
 DS0829.geopotential number by the normal gravity value computed on the
 DS0829.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0829.degrees latitude (g = 980.6199 gals.).
 DS0829
 DS0829.The modeled gravity was interpolated from observed gravity values.
 DS0829
 DS0829;                    North         East    Units  Estimated Accuracy
 DS0829;SPC NM W     -   227,720.      905,910.      MT  (+/- 180 meters Scaled)
 DS0829
 DS0829                          SUPERSEDED SURVEY CONTROL
 DS0829
 DS0829  NGVD 29 (??/??/92) 1437.249  (m)         4715.37   (f) ADJ UNCH    1 2
 DS0829
 DS0829.Superseded values are not recommended for survey control.
 DS0829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0829.See file dsdata.txt to determine how the superseded data were derived.
 DS0829
 DS0829_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS113587(NAD 83)
 DS0829_MARKER: P = PIPE CAP
 DS0829_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DS0829_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DS0829_STAMPING: 4715.420 153
 DS0829_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DS0829
 DS0829  HISTORY     - Date     Condition        Report By
 DS0829  HISTORY     - UNK      MONUMENTED       USGS
 DS0829  HISTORY     - 1952     GOOD             NGS
 DS0829
 DS0829                          STATION DESCRIPTION
 DS0829
 DS0829'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DS0829'8.8 MI S FROM ENGLE.
 DS0829'8.8 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD FROM
 DS0829'THE STATION AT ENGLE, 14 POLES SOUTH OF THE WATER TANK AT CUTTER, 4
 DS0829'FEET EAST OF THE 1ST POLE SOUTH OF MILEPOST 1052, 47.2 FEET WEST OF
 DS0829'THE WEST RAIL, 51 FEET EAST OF A FENCE, 5 FEET WEST OF THE CENTER OF A
 DS0829'SMALL DITCH, 3 FEET SOUTH OF A WITNESS POST, RIVETED ON THE TOP OF A 3
 DS0829'1/2 INCH IRON PIPE WHICH PROJECTS 1.0 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0835 ***********************************************************************
 DS0835  DESIGNATION -  156
 DS0835  PID         -  DS0835
 DS0835  STATE/COUNTY-  NM/SIERRA
 DS0835  USGS QUAD   -  CUTTER (1985)
 DS0835
 DS0835                         *CURRENT SURVEY CONTROL
 DS0835  ___________________________________________________________________
 DS0835* NAD 83(1986)-  33 00 31.     (N)    107 00 37.     (W)     SCALED    
 DS0835* NAVD 88     -      1428.859  (meters)    4687.85   (feet)  ADJUSTED  
 DS0835  ___________________________________________________________________
 DS0835  GEOID HEIGHT-         -23.13  (meters)                     GEOID03
 DS0835  DYNAMIC HT  -        1426.762 (meters)    4680.97  (feet)  COMP
 DS0835  MODELED GRAV-     979,120.2   (mgal)                       NAVD 88
 DS0835
 DS0835  VERT ORDER  -  FIRST     CLASS II
 DS0835
 DS0835.The horizontal coordinates were scaled from a topographic map and have
 DS0835.an estimated accuracy of +/- 6 seconds.
 DS0835
 DS0835.The orthometric height was determined by differential leveling
 DS0835.and adjusted by the National Geodetic Survey in June 1991..
 DS0835
 DS0835.The geoid height was determined by GEOID03.
 DS0835
 DS0835.The dynamic height is computed by dividing the NAVD 88
 DS0835.geopotential number by the normal gravity value computed on the
 DS0835.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0835.degrees latitude (g = 980.6199 gals.).
 DS0835
 DS0835.The modeled gravity was interpolated from observed gravity values.
 DS0835
 DS0835;                    North         East    Units  Estimated Accuracy
 DS0835;SPC NM W     -   223,010.      906,900.      MT  (+/- 180 meters Scaled)
 DS0835
 DS0835                          SUPERSEDED SURVEY CONTROL
 DS0835
 DS0835  NGVD 29 (??/??/92) 1428.242  (m)         4685.82   (f) ADJ UNCH    1 2
 DS0835
 DS0835.Superseded values are not recommended for survey control.
 DS0835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0835.See file dsdata.txt to determine how the superseded data were derived.
 DS0835
 DS0835_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS122540(NAD 83)
 DS0835_MARKER: P = PIPE CAP
 DS0835_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DS0835_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DS0835_STAMPING: 156 4685.758
 DS0835_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DS0835
 DS0835  HISTORY     - Date     Condition        Report By
 DS0835  HISTORY     - UNK      MONUMENTED       USGS
 DS0835  HISTORY     - 1952     GOOD             NGS
 DS0835
 DS0835                          STATION DESCRIPTION
 DS0835
 DS0835'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DS0835'11.8 MI S FROM ENGLE.
 DS0835'11.8 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD FROM
 DS0835'THE STATION AT ENGLE, 48.6 FEET SOUTH OF MILEPOST 1055, 48.2 FEET WEST
 DS0835'OF THE WEST RAIL, 48.8 FEET EAST OF A FENCE, 2.5 FEET NORTH OF A
 DS0835'WITNESS POST, RIVETED ON THE TOP OF A 3 1/2 INCH IRON PIPE WHICH
 DS0835'PROJECTS 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0168 ***********************************************************************
 EQ0168  DESIGNATION -  16 AV
 EQ0168  PID         -  EQ0168
 EQ0168  STATE/COUNTY-  NM/SOCORRO
 EQ0168  USGS QUAD   -  ABEYTAS (1979)
 EQ0168
 EQ0168                         *CURRENT SURVEY CONTROL
 EQ0168  ___________________________________________________________________
 EQ0168* NAD 83(1986)-  34 25 01.     (N)    106 48 14.     (W)     SCALED    
 EQ0168* NAVD 88     -      1443.045  (meters)    4734.39   (feet)  ADJUSTED  
 EQ0168  ___________________________________________________________________
 EQ0168  GEOID HEIGHT-         -21.79  (meters)                     GEOID03
 EQ0168  DYNAMIC HT  -        1441.041 (meters)    4727.82  (feet)  COMP
 EQ0168  MODELED GRAV-     979,196.8   (mgal)                       NAVD 88
 EQ0168
 EQ0168  VERT ORDER  -  FIRST     CLASS II
 EQ0168
 EQ0168.The horizontal coordinates were scaled from a topographic map and have
 EQ0168.an estimated accuracy of +/- 6 seconds.
 EQ0168
 EQ0168.The orthometric height was determined by differential leveling
 EQ0168.and adjusted by the National Geodetic Survey in June 1991..
 EQ0168
 EQ0168.The geoid height was determined by GEOID03.
 EQ0168
 EQ0168.The dynamic height is computed by dividing the NAVD 88
 EQ0168.geopotential number by the normal gravity value computed on the
 EQ0168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0168.degrees latitude (g = 980.6199 gals.).
 EQ0168
 EQ0168.The modeled gravity was interpolated from observed gravity values.
 EQ0168
 EQ0168;                    North         East    Units  Estimated Accuracy
 EQ0168;SPC NM C     -   379,040.      449,090.      MT  (+/- 180 meters Scaled)
 EQ0168
 EQ0168                          SUPERSEDED SURVEY CONTROL
 EQ0168
 EQ0168  NGVD 29 (??/??/92) 1442.307  (m)         4731.97   (f) ADJ UNCH    1 2
 EQ0168
 EQ0168.Superseded values are not recommended for survey control.
 EQ0168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0168.See file dsdata.txt to determine how the superseded data were derived.
 EQ0168
 EQ0168_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU342098(NAD 83)
 EQ0168_MARKER: DD = SURVEY DISK
 EQ0168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EQ0168_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EQ0168_STAMPING: 4732 16 AV 1949
 EQ0168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EQ0168+STABILITY: SURFACE MOTION
 EQ0168
 EQ0168  HISTORY     - Date     Condition        Report By
 EQ0168  HISTORY     - 1949     MONUMENTED       USGS
 EQ0168  HISTORY     - 1951     GOOD             NGS
 EQ0168  HISTORY     - 1980     MARK NOT FOUND   NGS
 EQ0168
 EQ0168                          STATION DESCRIPTION
 EQ0168
 EQ0168'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 EQ0168'1.8 MI E FROM BERNARDO.
 EQ0168'1.8 MILES EAST ALONG U.S. HIGHWAY 60 FROM THE OVERPASS AT BERNARDO, 28
 EQ0168'FEET NORTHEAST OF THE NORTHWEST CORNER OF THE SECOND BRIDGE EAST OF
 EQ0168'THE OVERPASS, 38 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 2 FEET
 EQ0168'SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 EQ0168'PROJECTS 0.4 FOOT ABOVE THE GROUND.
 EQ0168
 EQ0168                          STATION RECOVERY (1980)
 EQ0168
 EQ0168'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 EQ0168'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1694 ***********************************************************************
 FO1694  DESIGNATION -  16 CAH
 FO1694  PID         -  FO1694
 FO1694  STATE/COUNTY-  NM/BERNALILLO
 FO1694  USGS QUAD   -  THE VOLCANOES (1990)
 FO1694
 FO1694                         *CURRENT SURVEY CONTROL
 FO1694  ___________________________________________________________________
 FO1694* NAD 83(1992)-  35 07 54.18992(N)    106 52 15.94072(W)     ADJUSTED  
 FO1694* NAVD 88     -      1829.60   (+/-2cm)    6002.6    (feet)  VERTCON   
 FO1694  ___________________________________________________________________
 FO1694  LAPLACE CORR-          -0.16  (seconds)                    DEFLEC99
 FO1694  GEOID HEIGHT-         -21.34  (meters)                     GEOID03
 FO1694
 FO1694  HORZ ORDER  -  THIRD
 FO1694  VERT ORDER  -  THIRD ? (See Below)
 FO1694
 FO1694.The horizontal coordinates were established by classical geodetic methods
 FO1694.and adjusted by the National Geodetic Survey in December 1993..
 FO1694
 FO1694.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1694.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1694.The vertical order pertains to the NGVD 29 superseded value.
 FO1694
 FO1694.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1694
 FO1694.The geoid height was determined by GEOID03.
 FO1694
 FO1694;                    North         East     Units Scale Factor Converg.
 FO1694;SPC NM C     -   458,362.490   443,397.699   MT  0.99993947   -0 21 26.7
 FO1694;SPC NM C     - 1,503,810.94  1,454,713.95   sFT  0.99993947   -0 21 26.7
 FO1694;UTM  13      - 3,889,252.593   329,523.259   MT  0.99995818   -1 04 37.2
 FO1694
 FO1694!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1694!SPC NM C     -   0.99971625  x   0.99993947  =   0.99965573
 FO1694!UTM  13      -   0.99971625  x   0.99995818  =   0.99967444
 FO1694
 FO1694                          SUPERSEDED SURVEY CONTROL
 FO1694
 FO1694  NAD 83(1992)-  35 07 54.19467(N)    106 52 15.94201(W) AD(       ) 3
 FO1694  NGVD 29 (01/22/92) 1828.74   (m)         5999.8    (f) LEVELING    3  
 FO1694
 FO1694.Superseded values are not recommended for survey control.
 FO1694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1694.See file dsdata.txt to determine how the superseded data were derived.
 FO1694
 FO1694_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU2952389253(NAD 83)
 FO1694_MARKER: DS = TRIANGULATION STATION DISK
 FO1694_SETTING: 0 = UNSPECIFIED SETTING
 FO1694_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FO1694
 FO1694  HISTORY     - Date     Condition        Report By
 FO1694  HISTORY     - 1952     MONUMENTED       USGS
 FO1694
 FO1694                          STATION DESCRIPTION
 FO1694
 FO1694'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 FO1694'STATION IS LOCATED 12.5 MI. WNW. OF ALBUQUERQUE, NEW MEXICO, NEAR A
 FO1694'RD. Y-INTERSECTION.
 FO1694'
 FO1694'TO REACH FROM RIO GRANDE BRIDGE IN ALBUQUERQUE, PROCEED W. ON HIGHWAY
 FO1694'66 FOR 2.2 MI. TO S. P. MOTORS GARAGE.  TO THE W. OF THIS GARAGE TURN
 FO1694'RIGHT ON DIRT RD. AND CONTINUE FOR 10.2 MI.  FROM THIS POINT THE
 FO1694'STATION MARK IS LOCATED 5 FT. E. OF THE RD.
 FO1694'
 FO1694'STATION MARK--STANDARD USGS BRONZE TABLET STAMPED---16-CAH-1952---,
 FO1694'SET IN CONCRETE MONUMENT.  TABLET IS 0.6 FT. ABOVE GROUND.
 FO1694'
 FO1694'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0152 ***********************************************************************
 GN0152  DESIGNATION -  16 D
 GN0152  PID         -  GN0152
 GN0152  STATE/COUNTY-  NM/RIO ARRIBA
 GN0152  USGS QUAD   -  GHOST RANCH (1979)
 GN0152
 GN0152                         *CURRENT SURVEY CONTROL
 GN0152  ___________________________________________________________________
 GN0152* NAD 83(1992)-  36 15 27.98264(N)    106 27 20.68367(W)     ADJUSTED  
 GN0152* NAVD 88     -      1895.629  (meters)    6219.24   (feet)  ADJUSTED  
 GN0152  ___________________________________________________________________
 GN0152  LAPLACE CORR-          -0.25  (seconds)                    DEFLEC99
 GN0152  GEOID HEIGHT-         -18.59  (meters)                     GEOID03
 GN0152  DYNAMIC HT  -        1893.130 (meters)    6211.04  (feet)  COMP
 GN0152  MODELED GRAV-     979,246.6   (mgal)                       NAVD 88
 GN0152
 GN0152  HORZ ORDER  -  SECOND
 GN0152  VERT ORDER  -  SECOND    CLASS 0
 GN0152
 GN0152.The horizontal coordinates were established by classical geodetic methods
 GN0152.and adjusted by the National Geodetic Survey in December 1993..
 GN0152
 GN0152.The orthometric height was determined by differential leveling
 GN0152.and adjusted by the National Geodetic Survey in June 1991..
 GN0152
 GN0152.The Laplace correction was computed from DEFLEC99 derived deflections.
 GN0152
 GN0152.The geoid height was determined by GEOID03.
 GN0152
 GN0152.The dynamic height is computed by dividing the NAVD 88
 GN0152.geopotential number by the normal gravity value computed on the
 GN0152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GN0152.degrees latitude (g = 980.6199 gals.).
 GN0152
 GN0152.The modeled gravity was interpolated from observed gravity values.
 GN0152
 GN0152;                    North         East     Units Scale Factor Converg.
 GN0152;SPC NM C     -   583,132.508   481,511.626   MT  0.99990421   -0 07 18.1
 GN0152;SPC NM C     - 1,913,160.57  1,579,759.39   sFT  0.99990421   -0 07 18.1
 GN0152;UTM  13      - 4,013,522.556   369,221.166   MT  0.99981073   -0 51 39.9
 GN0152
 GN0152!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GN0152!SPC NM C     -   0.99970549  x   0.99990421  =   0.99960973
 GN0152!UTM  13      -   0.99970549  x   0.99981073  =   0.99951628
 GN0152
 GN0152|---------------------------------------------------------------------|
 GN0152| PID    Reference Object                     Distance      Geod. Az  |
 GN0152|                                                           dddmmss.s |
 GN0152| CD3991 16 D RM 1                            19.653 METERS 05431     |
 GN0152| CD3992 16 D RM 2                            11.701 METERS 30305     |
 GN0152| CD3990 16 D AZ MK                                         3474459.8 |
 GN0152|---------------------------------------------------------------------|
 GN0152
 GN0152                          SUPERSEDED SURVEY CONTROL
 GN0152
 GN0152  NAD 83(1986)-  36 15 27.98596(N)    106 27 20.68917(W) AD(       ) 2
 GN0152  NAD 27      -  36 15 27.92000(N)    106 27 18.56990(W) AD(       ) 2
 GN0152  NGVD 29 (??/??/92) 1894.603  (m)         6215.88   (f) ADJ UNCH    2 0
 GN0152
 GN0152.Superseded values are not recommended for survey control.
 GN0152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0152.See file dsdata.txt to determine how the superseded data were derived.
 GN0152
 GN0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCA6922113523(NAD 83)
 GN0152_MARKER: DD = SURVEY DISK
 GN0152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GN0152_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GN0152_STAMPING: D 73 1934
 GN0152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GN0152+STABILITY: SURFACE MOTION
 GN0152
 GN0152  HISTORY     - Date     Condition        Report By
 GN0152  HISTORY     - 1945     MONUMENTED       USGS
 GN0152  HISTORY     - 1951     GOOD             NMHD
 GN0152  HISTORY     - 1958     GOOD             CGS
 GN0152
 GN0152                          STATION DESCRIPTION
 GN0152
 GN0152'DESCRIBED BY US GEOLOGICAL SURVEY 1945 (CAE)
 GN0152'THE STATION IS LOCATED ON A FLAT PLATEAU RISING JUST S OF THE
 GN0152'RIO CHAMA, ABOUT 3/4 MILES S OF WHERE STATE HIGHWAY 96 CROSSES
 GN0152'THE RIVER.  IN APPROXIMATE AIRLINE DISTANCES IT IS LOCATED
 GN0152'16 MILES S OF CANJILON, 16 MILES SW OF EL RITO, 10 MILES E OF
 GN0152'COYOTE, AND 8 MILES WNW OF ABIQUIU.
 GN0152'
 GN0152'TO REACH THE STATION FROM THE ABIQUIU SERVICE STATION WHICH
 GN0152'IS ON U.S. HIGHWAY 84 AND STATE HIGHWAY 96 NEAR ABIQUIU, GO
 GN0152'W ON HIGHWAY 84 AND HIGHWAY 96 FOR 9.3 MILES TO WHERE HIGHWAY
 GN0152'96 TURNS OFF TO THE LEFT.  THE AZIMUTH MARK IS LOCATED AT THIS
 GN0152'INTERSECTION.  TURN LEFT AND FOLLOW HIGHWAY 96 S ACROSS THE
 GN0152'RIO CHAMA AND UP ONTO A LOW PLATEAU, GOING 1.35 MILES TO A DIRT
 GN0152'ROAD COMING IN ON THE LEFT.  TAKE THE LEFT FORK ON THE DIRT
 GN0152'ROAD AND GO 0.1 MILE TO THE END OF TRUCK TRAVEL AND THE
 GN0152'STATION.
 GN0152'
 GN0152'THE STATION MARK IS A STANDARD U.S.G.S. BENCH MARK STAMPED
 GN0152'6216 16 D 1934, SET IN AN 8-SIDED CONCRETE POST WHICH IS ABOUT
 GN0152'6 INCHES ACROSS, AND PROJECTS 5 INCHES ABOVE THE SURROUNDING
 GN0152'SURFACE.  IT IS LOCATED 39.3 FEET S OF THE JUNCTION OF TWO
 GN0152'DIRT TRACK ROADS AND 4.4 FEET ESE OF A 4-INCH SQUARE WHITE
 GN0152'WITNESS POST.
 GN0152'
 GN0152'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK STAMPED USGS BM
 GN0152'16 D NO 1 1945, SET IN A SQUARE CONCRETE POST WHICH PROJECTS
 GN0152'5 INCHES ABOVE THE SURROUNDING SURFACE, AND IS SLIGHTLY LOWER
 GN0152'THAN THE STATION.  IT IS LOCATED NNE OF THE STATION AND ABOUT
 GN0152'20 FEET N OF THE DIRT ROAD.
 GN0152'
 GN0152'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK STAMPED USGS BM
 GN0152'16 D NO 2 1945, SET IN A SQUARE CONCRETE POST WHICH PROJECTS
 GN0152'1 INCH ABOVE THE SURROUNDING SURFACE, AND IS SLIGHTLY HIGHER
 GN0152'THAN THE STATION.  IT IS LOCATED NW OF THE STATION.
 GN0152'
 GN0152'THE AZIMUTH MARK IS A BRONZE AZIMUTH DISK STAMPED USGS BM 16
 GN0152'D 1945 AND SET IN A SQUARE CONCRETE POST WHICH PROJECTS 10
 GN0152'INCHES ABOVE THE SURROUNDING SURFACE.  IT IS LOCATED 1 MILE
 GN0152'NNW OF THE STATION, 107 FEET WNW OF THE CENTER OF ONE BRANCH OF
 GN0152'STATE HIGHWAY 96, 71 FEET NE OF THE CENTER OF THE OTHER BRANCH
 GN0152'OF STATE HIGHWAY 96, AND 39.5 FEET S OF THE CENTER LINE OF
 GN0152'U.S. HIGHWAY 84.
 GN0152'
 GN0152'HEIGHT OF LIGHT ABOVE STATION MARK - 1.0 METER.
 GN0152
 GN0152                          STATION RECOVERY (1951)
 GN0152
 GN0152'RECOVERY NOTE BY NM HIGHWAY DEPT 1951
 GN0152'8.1 MI E FROM YOUNGSVILLE.
 GN0152'ABOUT 8.1 MILES EAST ALONG STATE HIGHWAY 96 FROM THE POST OFFICE AT
 GN0152'YOUNGSVILLE, ABOUT 10.2 MILES NORTHWEST OF ABIQUIU, ABOUT 0.9 MILE
 GN0152'NORTHWEST OF THE JUNCTION OF U. S. HIGHWAY 285, AT THE JUNCTION OF THE
 GN0152'FORMER LOCATION OF STATE HIGHWAY 2, 43 FEET SOUTHWEST OF THE
 GN0152'INTERSECTION OF THE CENTER LINES OF STATE HIGHWAY 96 AND A DIRT ROAD
 GN0152'LEADING NORTH, AND 20 FEET WEST OF THE CENTER LINE OF STATE HIGHWAY
 GN0152'96.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK SET IN THE TOP OF
 GN0152'A CONCRETE POST.
 GN0152
 GN0152                          STATION RECOVERY (1958)
 GN0152
 GN0152'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (GCR)
 GN0152'STATION WAS RECOVERED.  ALL MARKS FOUND AS DESCRIBED IN ORIGINAL
 GN0152'DESCRIPTION.  TO REACH IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0851 ***********************************************************************
 CW0851  DESIGNATION -  16 RHM
 CW0851  PID         -  CW0851
 CW0851  STATE/COUNTY-  NM/CHAVES
 CW0851  USGS QUAD   -  THIMBLE CANYON (1989)
 CW0851
 CW0851                         *CURRENT SURVEY CONTROL
 CW0851  ___________________________________________________________________
 CW0851* NAD 83(1992)-  32 57 40.47028(N)    105 09 17.69798(W)     ADJUSTED  
 CW0851* NAVD 88     -      1662.6    (meters)    5455.     (feet)  VERTCON   
 CW0851  ___________________________________________________________________
 CW0851  LAPLACE CORR-          -5.86  (seconds)                    DEFLEC99
 CW0851  GEOID HEIGHT-         -21.27  (meters)                     GEOID03
 CW0851
 CW0851  HORZ ORDER  -  THIRD
 CW0851  VERT ORDER  -  THIRD ? (See Below)
 CW0851
 CW0851.The horizontal coordinates were established by classical geodetic methods
 CW0851.and adjusted by the National Geodetic Survey in December 1993..
 CW0851
 CW0851.The NAVD 88 height was computed by applying the VERTCON shift value to
 CW0851.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CW0851.The vertical order pertains to the NGVD 29 superseded value.
 CW0851
 CW0851.The Laplace correction was computed from DEFLEC99 derived deflections.
 CW0851
 CW0851.The geoid height was determined by GEOID03.
 CW0851
 CW0851;                    North         East     Units Scale Factor Converg.
 CW0851;SPC NM E     -   217,755.122    88,192.797   MT  0.99998181   -0 26 49.3
 CW0851;SPC NM E     -   714,418.26    289,345.87   sFT  0.99998181   -0 26 49.3
 CW0851;SPC NM C     -   217,985.853   602,376.157   MT  1.00002919   +0 35 45.1
 CW0851;SPC NM C     -   715,175.25  1,976,295.78   sFT  1.00002919   +0 35 45.1
 CW0851;UTM  13      - 3,647,000.862   485,522.052   MT  0.99960258   -0 05 03.4
 CW0851
 CW0851!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CW0851!SPC NM E     -   0.99974237  x   0.99998181  =   0.99972419
 CW0851!SPC NM C     -   0.99974237  x   1.00002919  =   0.99977156
 CW0851!UTM  13      -   0.99974237  x   0.99960258  =   0.99934506
 CW0851
 CW0851:                Primary Azimuth Mark                     Grid Az
 CW0851:SPC NM E     -  HENDRICKS                                086 02 14.1
 CW0851:SPC NM C     -  HENDRICKS                                084 59 39.7
 CW0851:UTM  13      -  HENDRICKS                                085 40 28.2
 CW0851
 CW0851|---------------------------------------------------------------------|
 CW0851| PID    Reference Object                     Distance      Geod. Az  |
 CW0851|                                                           dddmmss.s |
 CW0851| CW0843 HENDRICKS                           APPROX. 6.0 KM 0853524.8 |
 CW0851|---------------------------------------------------------------------|
 CW0851
 CW0851                          SUPERSEDED SURVEY CONTROL
 CW0851
 CW0851  NAD 83(1986)-  32 57 40.47901(N)    105 09 17.69635(W) AD(       ) 3
 CW0851  NAD 27      -  32 57 40.11853(N)    105 09 15.77939(W) AD(       ) 3
 CW0851  NGVD 29 (07/19/86) 1661.9    (m)         5452.     (f) LEVELING    3  
 CW0851
 CW0851.Superseded values are not recommended for survey control.
 CW0851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0851.See file dsdata.txt to determine how the superseded data were derived.
 CW0851
 CW0851_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDS8552247001(NAD 83)
 CW0851_MARKER: DD = SURVEY DISK
 CW0851_SETTING: 0 = UNSPECIFIED SETTING
 CW0851_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CW0851
 CW0851  HISTORY     - Date     Condition        Report By
 CW0851  HISTORY     - 1959     MONUMENTED       USGS
 CW0851
 CW0851                          STATION DESCRIPTION
 CW0851
 CW0851'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 CW0851'JUNCTION OF STATE HIGHWAYS 83 AND 13, 13.2 MI. W. ALONG STATE HIGHWAY
 CW0851'83 TO T-JUNCTION N. TO FLYING H RANCH, THENCE 5.5 MI. N. ALONG FLYING
 CW0851'H RANCH RD. IN NE. 1/4 SEC. 34, T 15 S, R 18 E, ON SMALL TOP, 90 FT.
 CW0851'S. AND 96 FT. E. OF RD. AT CURVE, IN LIMESTONE OUTCROP, STANDARD
 CW0851'TABLET STAMPED ---16 RHM 1959---, PAINTED ---USBM---.
 CW0851'
 CW0851'STATION MARK--STANDARD USGS TABLET SET IN LIMESTONE OUTCROP FLUSH
 CW0851'WITH GROUND, STAMPED ---16 RHM 1959---.
 CW0851'
 CW0851'TO REACH STATION FROM JUNCTION OF STATE HIGHWAY 83 AND STATE HIGHWAY
 CW0851'13, 13.2 MI. W. ON STATE HIGHWAY 83 TO RD. JUNCTION N. TO FLYING H
 CW0851'RANCH, THENCE 5.5 MI. N. ALONG FLYING H RANCH RD., 90 FT. S. OF AND
 CW0851'96 FT. E. OF RD. AT CURVE ON A SMALL TOP.  IN APPROXIMATE NE. 1/4
 CW0851'SEC. 34, T 15 S, R 18 E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0896 ***********************************************************************
 DR0896  DESIGNATION -  16 WELL
 DR0896  PID         -  DR0896
 DR0896  STATE/COUNTY-  NM/CHAVES
 DR0896  USGS QUAD   -  KINCAID RANCH (1955)
 DR0896
 DR0896                         *CURRENT SURVEY CONTROL
 DR0896  ___________________________________________________________________
 DR0896* NAD 83(1992)-  33 05 39.71072(N)    104 44 58.80520(W)     ADJUSTED  
 DR0896* NAVD 88     -      1261.44   (+/-2cm)    4138.6    (feet)  VERTCON   
 DR0896  ___________________________________________________________________
 DR0896  LAPLACE CORR-          -3.99  (seconds)                    DEFLEC99
 DR0896  GEOID HEIGHT-         -22.49  (meters)                     GEOID03
 DR0896
 DR0896  HORZ ORDER  -  SECOND
 DR0896  VERT ORDER  -  THIRD ? (See Below)
 DR0896
 DR0896.The horizontal coordinates were established by classical geodetic methods
 DR0896.and adjusted by the National Geodetic Survey in December 1993..
 DR0896
 DR0896.The NAVD 88 height was computed by applying the VERTCON shift value to
 DR0896.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DR0896.The vertical order pertains to the NGVD 29 superseded value.
 DR0896
 DR0896.The Laplace correction was computed from DEFLEC99 derived deflections.
 DR0896
 DR0896.The geoid height was determined by GEOID03.
 DR0896
 DR0896;                    North         East     Units Scale Factor Converg.
 DR0896;SPC NM E     -   232,295.182   126,137.041   MT  0.99992771   -0 13 38.4
 DR0896;SPC NM E     -   762,121.78    413,834.61   sFT  0.99992771   -0 13 38.4
 DR0896;SPC NM C     -   233,217.352   640,053.901   MT  1.00014178   +0 49 09.6
 DR0896;SPC NM C     -   765,147.26  2,099,910.17   sFT  1.00014178   +0 49 09.6
 DR0896;UTM  13      - 3,661,776.099   523,360.067   MT  0.99960673   +0 08 12.1
 DR0896
 DR0896!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR0896!SPC NM E     -   0.99980552  x   0.99992771  =   0.99973325
 DR0896!SPC NM C     -   0.99980552  x   1.00014178  =   0.99994728
 DR0896!UTM  13      -   0.99980552  x   0.99960673  =   0.99941233
 DR0896
 DR0896|---------------------------------------------------------------------|
 DR0896| PID    Reference Object                     Distance      Geod. Az  |
 DR0896|                                                           dddmmss.s |
 DR0896| CJ5569 16 WELL RM 2                         10.139 METERS 08242     |
 DR0896| DR0897 T14S R22E SECS 15 16 21 22           50.379 METERS 30759     |
 DR0896| CJ5567 16 WELL AZ MK                                      3422726.2 |
 DR0896| CJ5568 16 WELL RM 1                         14.258 METERS 35005     |
 DR0896|---------------------------------------------------------------------|
 DR0896
 DR0896                          SUPERSEDED SURVEY CONTROL
 DR0896
 DR0896  NAD 83(1986)-  33 05 39.71609(N)    104 44 58.79862(W) AD(       ) 2
 DR0896  NAD 27      -  33 05 39.34200(N)    104 44 56.89000(W) AD(       ) 2
 DR0896  NGVD 29 (07/19/86) 1260.87   (m)         4136.7    (f) LEVELING    3  
 DR0896
 DR0896.Superseded values are not recommended for survey control.
 DR0896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0896.See file dsdata.txt to determine how the superseded data were derived.
 DR0896
 DR0896_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES2336061776(NAD 83)
 DR0896_MARKER: DS = TRIANGULATION STATION DISK
 DR0896_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR0896_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DR0896_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR0896+STABILITY: SURFACE MOTION
 DR0896
 DR0896  HISTORY     - Date     Condition        Report By
 DR0896  HISTORY     - 1943     MONUMENTED       CGS
 DR0896  HISTORY     - 1960     GOOD             USGS
 DR0896
 DR0896                          STATION DESCRIPTION
 DR0896
 DR0896'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (EHB)
 DR0896'STATION IS LOCATED ON A PROMINENT BARE RIDGE ON THE DIVIDE ABOUT
 DR0896'2 MILES N OF BLUFF CREEK AND ABOUT 3 MILES NW OF RIO FELIX.
 DR0896'ABOUT 25 MILES SW OF ROSWELL, AND ABOUT 4 MILES NW OF A LARGE,
 DR0896'LONE WELL ALONG THE HIGHWAY.  IT IS SE ABOUT 150 YARDS FROM NO.
 DR0896'16 WELL AND CONCRETE TANK ON THE RIDGE TOP.  THIS WELL DOES NOT
 DR0896'HAVE A MILL BUT IS OPERATED BY AN ENGINE AND PUMP JACK.  IT IS
 DR0896'ABOUT 75 FEET NW OF THE ROAD, AND 10 FEET SE OF A 4- BY 4-INCH
 DR0896'WHITE WITNESS POST.
 DR0896'
 DR0896'STATION IS A BRONZE STATION DISK SET IN A 14-INCH ROUND MASS OF
 DR0896'CONCRETE PROJECTING ABOUT 2 INCHES ABOVE THE SURFACE.  STAMPED 16
 DR0896'WELL 1943.
 DR0896'
 DR0896'UNDERGROUND MARK WAS ESTABLISHED.
 DR0896'
 DR0896'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A 12-INCH
 DR0896'ROUND MASS OF CONCRETE FLUSH WITH THE SURFACE.  STAMPED--16
 DR0896'WELL NO 1 1943.
 DR0896'
 DR0896'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A 12-INCH ROUND
 DR0896'MASS OF CONCRETE FLUSH WITH THE SURFACE.  STAMPED--16 WELL NO
 DR0896'2 1943.
 DR0896'
 DR0896'G.L.O. SECTION CORNER IS 165.284 FEET WNW FROM THE STATION.
 DR0896'IT IS A BRONZE CAP RIVETED ON TOP OF A 2-INCH PIPE PROJECTING
 DR0896'ABOUT 1 FOOT ABOVE THE SURFACE.  STAMPED T 14 S R 22 E S 16 S 15
 DR0896'S 21 S 22 1933.
 DR0896'
 DR0896'AZIMUTH MARK IS 0.45 MILE NNW OF THE STATION, 9 FEET W OF
 DR0896'CENTER LINE OF THE ROAD, 2 FEET E OF A 2-FOOT STONE CAIRN.
 DR0896'IT IS A BRONZE AZIMUTH DISK SET IN A 14-INCH ROUND CONCRETE
 DR0896'POST PROJECTING ABOUT 1 INCH ABOVE THE SURFACE.  STAMPED 16
 DR0896'WELL 1943.
 DR0896'
 DR0896'TO REACH STATION FROM ROSWELL, GO S ON STATE HIGHWAY 13 FOR
 DR0896'30.5 MILES TO A LARGE LONE WELL AND TANK ON THE N SIDE OF THE
 DR0896'HIGHWAY.  CONTINUE SW ALONG THE HIGHWAY AND GO 0.09 MILE TO
 DR0896'A TRACK ROAD ON RIGHT, TURN RIGHT ON TRACK ROAD AND GO NW FOR
 DR0896'1.7 MILES TO SEVERAL DIM ROADS JUST AFTER CROSSING RIO FELIX,
 DR0896'KEEP LEFT AND FOLLOW THE MAIN ROAD FOR 0.3 MILE TO FENCE AND
 DR0896'GATE, PASS THROUGH GATE AND CONTINUE NW ALONG THE MAIN-TRAVELED
 DR0896'ROAD FOR 2.3 MILES TO A DIM ROAD LEADING N JUST AFTER PASSING
 DR0896'THROUGH A SMALL DEEP WASH, TURN SHARP RIGHT AND GO N UP W
 DR0896'SIDE OF THE SMALL CANYON FOR 0.3 MILE, PASS THROUGH GATE AND
 DR0896'TAKE RIGHT ROAD AT FORKS, GO NE AND KEEP LEFT ON THE
 DR0896'MAIN-TRAVELED ROAD UP SMALL DRAW FOR 1.1 MILES TO THE TOP OF
 DR0896'THE RIDGE AND STATION.
 DR0896'
 DR0896'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 DR0896
 DR0896                          STATION RECOVERY (1960)
 DR0896
 DR0896'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 DR0896'DESCRIPTION AND POSITION LISTED IN NGS QUAD 33104-3, STATION 1011.
 DR0896'
 DR0896'RECOVERED IN 1947 BY USGS AS DESCRIBED.
 DR0896'
 DR0896'RECOVERED IN GOOD CONDITION IN 1960 BY USGS.
 DR0896'
 DR0896'STATION MARK--STANDARD USC AND GS DISK SET IN A 14-IN. ROUND MASS OF
 DR0896'CONCRETE PROJECTING ABOUT 2 IN. ABOVE THE SURFACE, STAMPED---16 WELL
 DR0896'1943---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH7492 ***********************************************************************
 AH7492  DESIGNATION -  16+00.00
 AH7492  PID         -  AH7492
 AH7492  STATE/COUNTY-  NM/QUAY
 AH7492  USGS QUAD   -  TUCUMCARI SE (1968)
 AH7492
 AH7492                         *CURRENT SURVEY CONTROL
 AH7492  ___________________________________________________________________
 AH7492* NAD 83(1986)-  35 05 40.     (N)    103 36 48.     (W)     SCALED    
 AH7492* NAVD 88     -      1224.414  (meters)    4017.10   (feet)  ADJUSTED  
 AH7492  ___________________________________________________________________
 AH7492  GEOID HEIGHT-         -23.45  (meters)                     GEOID03
 AH7492  DYNAMIC HT  -        1222.878 (meters)    4012.06  (feet)  COMP
 AH7492  MODELED GRAV-     979,338.3   (mgal)                       NAVD 88
 AH7492
 AH7492  VERT ORDER  -  SECOND    CLASS I
 AH7492
 AH7492.The horizontal coordinates were scaled from a topographic map and have
 AH7492.an estimated accuracy of +/- 6 seconds.
 AH7492
 AH7492.The orthometric height was determined by differential leveling
 AH7492.and adjusted by the National Geodetic Survey in July 2002..
 AH7492
 AH7492.The geoid height was determined by GEOID03.
 AH7492
 AH7492.The dynamic height is computed by dividing the NAVD 88
 AH7492.geopotential number by the normal gravity value computed on the
 AH7492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH7492.degrees latitude (g = 980.6199 gals.).
 AH7492
 AH7492.The modeled gravity was interpolated from observed gravity values.
 AH7492
 AH7492;                    North         East    Units  Estimated Accuracy
 AH7492;SPC NM E     -   454,290.      230,650.      MT  (+/- 180 meters Scaled)
 AH7492
 AH7492                          SUPERSEDED SURVEY CONTROL
 AH7492
 AH7492.No superseded survey control is available for this station.
 AH7492
 AH7492_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFU263843(NAD 83)
 AH7492_MARKER: DD = SURVEY DISK
 AH7492_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH7492_STAMPING: 16+00.00
 AH7492_MARK LOGO: NMHC  
 AH7492_PROJECTION: FLUSH
 AH7492_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH7492_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH7492+STABILITY: SURFACE MOTION
 AH7492_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH7492+SATELLITE: SATELLITE OBSERVATIONS - February 02, 1999
 AH7492
 AH7492  HISTORY     - Date     Condition        Report By
 AH7492  HISTORY     - UNK      MONUMENTED       NMHC
 AH7492  HISTORY     - 19990202 GOOD             NGS
 AH7492
 AH7492                          STATION DESCRIPTION
 AH7492
 AH7492'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AH7492'10.7 KM (6.65 MI) EASTERLY ALONG U.S.  HIGHWAY 66 FROM THE JUNCTION OF
 AH7492'STATE HIGHWAYS 104 AND 209 IN TUCUMCARI, THENCE 8.6 KM (5.35 MI)
 AH7492'SOUTHERLY ALONG STATE HIGHWAY 278, 30.5 M (100.1 FT) EAST OF THE
 AH7492'HIGHWAY CENTERLINE, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.4
 AH7492'M (1.3 FT) SOUTH OF A WITNESS POST, 0.1 M (0.3 FT) EAST OF A FENCE,
 AH7492'AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
 AH7492'NOTE--THE MONUMENT IS ON PROPERTY OWNED BY HOMER FARROW, 2751 STATE
 AH7492'HWY 278, TUCUMCARI, NM 88401, TELEPHONE NUMBER (505) 576-2765.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0821 ***********************************************************************
 CX0821  DESIGNATION -  162
 CX0821  PID         -  CX0821
 CX0821  STATE/COUNTY-  NM/SIERRA
 CX0821  USGS QUAD   -  UPHAM (1985)
 CX0821
 CX0821                         *CURRENT SURVEY CONTROL
 CX0821  ___________________________________________________________________
 CX0821* NAD 83(1986)-  32 55 19.     (N)    107 00 16.     (W)     SCALED    
 CX0821* NAVD 88     -      1402.134  (meters)    4600.17   (feet)  ADJUSTED  
 CX0821  ___________________________________________________________________
 CX0821  GEOID HEIGHT-         -23.29  (meters)                     GEOID03
 CX0821  DYNAMIC HT  -        1400.064 (meters)    4593.38  (feet)  COMP
 CX0821  MODELED GRAV-     979,112.5   (mgal)                       NAVD 88
 CX0821
 CX0821  VERT ORDER  -  FIRST     CLASS II
 CX0821
 CX0821.The horizontal coordinates were scaled from a topographic map and have
 CX0821.an estimated accuracy of +/- 6 seconds.
 CX0821
 CX0821.The orthometric height was determined by differential leveling
 CX0821.and adjusted by the National Geodetic Survey in June 1991..
 CX0821
 CX0821.The geoid height was determined by GEOID03.
 CX0821
 CX0821.The dynamic height is computed by dividing the NAVD 88
 CX0821.geopotential number by the normal gravity value computed on the
 CX0821.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0821.degrees latitude (g = 980.6199 gals.).
 CX0821
 CX0821.The modeled gravity was interpolated from observed gravity values.
 CX0821
 CX0821;                    North         East    Units  Estimated Accuracy
 CX0821;SPC NM W     -   213,400.      907,530.      MT  (+/- 180 meters Scaled)
 CX0821
 CX0821                          SUPERSEDED SURVEY CONTROL
 CX0821
 CX0821  NGVD 29 (??/??/92) 1401.525  (m)         4598.17   (f) ADJ UNCH    1 2
 CX0821
 CX0821.Superseded values are not recommended for survey control.
 CX0821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0821.See file dsdata.txt to determine how the superseded data were derived.
 CX0821
 CX0821_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS125444(NAD 83)
 CX0821_MARKER: P = PIPE CAP
 CX0821_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CX0821_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CX0821_STAMPING: 4598.170 162
 CX0821_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX0821
 CX0821  HISTORY     - Date     Condition        Report By
 CX0821  HISTORY     - UNK      MONUMENTED       USGS
 CX0821  HISTORY     - 1952     GOOD             NGS
 CX0821
 CX0821                          STATION DESCRIPTION
 CX0821
 CX0821'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CX0821'17.8 MI S FROM ENGLE.
 CX0821'17.8 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 CX0821'FROM THE STATION AT ENGLE, 375 FEET SOUTHWEST OF THE CENTER OF A
 CX0821'CATTLE GUARD, 64 FEET SOUTHEAST OF MILEPOST 1061, 49 FEET SOUTHWEST OF
 CX0821'THE SOUTHWEST RAIL, 48 FEET NORTHEAST OF A FENCE, 3 FEET SOUTHEAST OF
 CX0821'A WITNESS POST, RIVETED ON THE TOP OF A 3 1/2 INCH IRON PIPE WHICH
 CX0821'PROJECTS 0.7 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0824 ***********************************************************************
 CX0824  DESIGNATION -  165
 CX0824  PID         -  CX0824
 CX0824  STATE/COUNTY-  NM/SIERRA
 CX0824  USGS QUAD   -  UPHAM (1985)
 CX0824
 CX0824                         *CURRENT SURVEY CONTROL
 CX0824  ___________________________________________________________________
 CX0824* NAD 83(1986)-  32 52 45.     (N)    107 00 12.     (W)     SCALED    
 CX0824* NAVD 88     -      1387.121  (meters)    4550.91   (feet)  ADJUSTED  
 CX0824  ___________________________________________________________________
 CX0824  GEOID HEIGHT-         -23.38  (meters)                     GEOID03
 CX0824  DYNAMIC HT  -        1385.072 (meters)    4544.19  (feet)  COMP
 CX0824  MODELED GRAV-     979,112.9   (mgal)                       NAVD 88
 CX0824
 CX0824  VERT ORDER  -  FIRST     CLASS II
 CX0824
 CX0824.The horizontal coordinates were scaled from a topographic map and have
 CX0824.an estimated accuracy of +/- 6 seconds.
 CX0824
 CX0824.The orthometric height was determined by differential leveling
 CX0824.and adjusted by the National Geodetic Survey in June 1991..
 CX0824
 CX0824.The geoid height was determined by GEOID03.
 CX0824
 CX0824.The dynamic height is computed by dividing the NAVD 88
 CX0824.geopotential number by the normal gravity value computed on the
 CX0824.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0824.degrees latitude (g = 980.6199 gals.).
 CX0824
 CX0824.The modeled gravity was interpolated from observed gravity values.
 CX0824
 CX0824;                    North         East    Units  Estimated Accuracy
 CX0824;SPC NM W     -   208,660.      907,670.      MT  (+/- 180 meters Scaled)
 CX0824
 CX0824                          SUPERSEDED SURVEY CONTROL
 CX0824
 CX0824  NGVD 29 (??/??/92) 1386.510  (m)         4548.91   (f) ADJ UNCH    1 2
 CX0824
 CX0824.Superseded values are not recommended for survey control.
 CX0824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0824.See file dsdata.txt to determine how the superseded data were derived.
 CX0824
 CX0824_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS125396(NAD 83)
 CX0824_MARKER: P = PIPE CAP
 CX0824_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CX0824_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CX0824_STAMPING: 4518.998 165
 CX0824_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX0824
 CX0824  HISTORY     - Date     Condition        Report By
 CX0824  HISTORY     - UNK      MONUMENTED       USGS
 CX0824  HISTORY     - 1952     GOOD             NGS
 CX0824
 CX0824                          STATION DESCRIPTION
 CX0824
 CX0824'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CX0824'15.55 MI N FROM RINCON.
 CX0824'15.55 MILES NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 CX0824'FROM THE STATION AT RINCON, 33.6 FEET SOUTHEAST OF THE 1ST POLE NORTH
 CX0824'OF MILEPOST 1064, 3 POLES SOUTH OF THE SOUTH END OF A SIDE TRACK, 50
 CX0824'FEET WEST OF THE WEST RAIL, 51 FEET EAST OF A FENCE, 3 FEET EAST OF A
 CX0824'WITNESS POST, RIVETED ON THE TOP OF A 3 1/2 INCH IRON PIPE WHICH
 CX0824'PROJECTS 1.0 FOOT ABOVR THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0827 ***********************************************************************
 CX0827  DESIGNATION -  168
 CX0827  PID         -  CX0827
 CX0827  STATE/COUNTY-  NM/SIERRA
 CX0827  USGS QUAD   -  ALIVIO (1985)
 CX0827
 CX0827                         *CURRENT SURVEY CONTROL
 CX0827  ___________________________________________________________________
 CX0827* NAD 83(1986)-  32 50 17.     (N)    107 01 13.     (W)     SCALED    
 CX0827* NAVD 88     -      1369.684  (meters)    4493.70   (feet)  ADJUSTED  
 CX0827  ___________________________________________________________________
 CX0827  GEOID HEIGHT-         -23.46  (meters)                     GEOID03
 CX0827  DYNAMIC HT  -        1367.663 (meters)    4487.07  (feet)  COMP
 CX0827  MODELED GRAV-     979,114.8   (mgal)                       NAVD 88
 CX0827
 CX0827  VERT ORDER  -  FIRST     CLASS II
 CX0827
 CX0827.The horizontal coordinates were scaled from a topographic map and have
 CX0827.an estimated accuracy of +/- 6 seconds.
 CX0827
 CX0827.The orthometric height was determined by differential leveling
 CX0827.and adjusted by the National Geodetic Survey in June 1991..
 CX0827
 CX0827.The geoid height was determined by GEOID03.
 CX0827
 CX0827.The dynamic height is computed by dividing the NAVD 88
 CX0827.geopotential number by the normal gravity value computed on the
 CX0827.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0827.degrees latitude (g = 980.6199 gals.).
 CX0827
 CX0827.The modeled gravity was interpolated from observed gravity values.
 CX0827
 CX0827;                    North         East    Units  Estimated Accuracy
 CX0827;SPC NM W     -   204,090.      906,120.      MT  (+/- 180 meters Scaled)
 CX0827
 CX0827                          SUPERSEDED SURVEY CONTROL
 CX0827
 CX0827  NGVD 29 (??/??/92) 1369.076  (m)         4491.71   (f) ADJ UNCH    1 2
 CX0827
 CX0827.Superseded values are not recommended for survey control.
 CX0827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0827.See file dsdata.txt to determine how the superseded data were derived.
 CX0827
 CX0827_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS109351(NAD 83)
 CX0827_MARKER: P = PIPE CAP
 CX0827_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CX0827_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CX0827_STAMPING: 4491.710 168
 CX0827_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX0827
 CX0827  HISTORY     - Date     Condition        Report By
 CX0827  HISTORY     - UNK      MONUMENTED       USGS
 CX0827  HISTORY     - 1952     GOOD             NGS
 CX0827
 CX0827                          STATION DESCRIPTION
 CX0827
 CX0827'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CX0827'12.55 MI N FROM RINCON.
 CX0827'12.55 MILES NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 CX0827'FROM THE STATION AT RINCON,78 FEET SOUTHWEST OF THE STATION SIGN AT
 CX0827'ALIVIO, 50 FEET SOUTHEAST OF MILEPOST 1067, 134 FEET NORTH OF THE
 CX0827'NORTHEAST CORNER OF A TELEPHONE BOOTH, 47 FEET WEST OF THE WEST RAIL
 CX0827'OF THE MAIN TRACK, 50 FEET EAST OF A FENCE, 0.35 MILE NORTH OF A TRACK
 CX0827'ROAD CROSSING, 1.2 FEET SOUTH OF A WITNESS POST, RIVETED ON THE TOP OF
 CX0827'A 3 1/2 INCH IRON  PIPE WHICH PROJECTS 0.7 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0629 ***********************************************************************
 DR0629  DESIGNATION -  169+80
 DR0629  PID         -  DR0629
 DR0629  STATE/COUNTY-  NM/LINCOLN
 DR0629  USGS QUAD   -  RUIDOSO DOWNS (1963)
 DR0629
 DR0629                         *CURRENT SURVEY CONTROL
 DR0629  ___________________________________________________________________
 DR0629* NAD 83(1986)-  33 19 44.     (N)    105 36 16.     (W)     SCALED    
 DR0629* NAVD 88     -      1957.684  (meters)    6422.83   (feet)  ADJUSTED  
 DR0629  ___________________________________________________________________
 DR0629  GEOID HEIGHT-         -19.54  (meters)                     GEOID03
 DR0629  DYNAMIC HT  -        1954.715 (meters)    6413.09  (feet)  COMP
 DR0629  MODELED GRAV-     979,049.8   (mgal)                       NAVD 88
 DR0629
 DR0629  VERT ORDER  -  FIRST     CLASS II
 DR0629
 DR0629.The horizontal coordinates were scaled from a topographic map and have
 DR0629.an estimated accuracy of +/- 6 seconds.
 DR0629
 DR0629.The orthometric height was determined by differential leveling
 DR0629.and adjusted by the National Geodetic Survey in June 1991..
 DR0629
 DR0629.The geoid height was determined by GEOID03.
 DR0629
 DR0629.The dynamic height is computed by dividing the NAVD 88
 DR0629.geopotential number by the normal gravity value computed on the
 DR0629.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0629.degrees latitude (g = 980.6199 gals.).
 DR0629
 DR0629.The modeled gravity was interpolated from observed gravity values.
 DR0629
 DR0629;                    North         East    Units  Estimated Accuracy
 DR0629;SPC NM C     -   258,410.      560,100.      MT  (+/- 180 meters Scaled)
 DR0629
 DR0629                          SUPERSEDED SURVEY CONTROL
 DR0629
 DR0629  NGVD 29 (??/??/92) 1956.957  (m)         6420.45   (f) ADJ UNCH    1 2
 DR0629
 DR0629.Superseded values are not recommended for survey control.
 DR0629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0629.See file dsdata.txt to determine how the superseded data were derived.
 DR0629
 DR0629_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDS437879(NAD 83)
 DR0629_MARKER: DD = SURVEY DISK
 DR0629_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DR0629_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DR0629_STAMPING: 169+80
 DR0629_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR0629
 DR0629  HISTORY     - Date     Condition        Report By
 DR0629  HISTORY     - UNK      MONUMENTED       BPR
 DR0629  HISTORY     - 1944     GOOD             NGS
 DR0629  HISTORY     - 1963     MARK NOT FOUND   USGS
 DR0629
 DR0629                          STATION DESCRIPTION
 DR0629
 DR0629'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 DR0629'18.0 MI NE FROM MESCALERO.
 DR0629'IN LINCOLN COUNTY, 18.0 MILES NORTHEAST ALONG U.S. HIGHWAY 70 FROM
 DR0629'MESCALERO, OTERO COUNTY, 1.1 MILES NORTHEAST OF THE POST OFFICE AT
 DR0629'HOLLYWOOD, LINCOLN COUNTY, 36 FEET NORTH OF THE CENTERLINE OF THE
 DR0629'HIGHWAY, AND 30 FEET SOUTH OF A FENCE.  A UNITED STATES BUREAU OF
 DR0629'PUBLIC ROADS STANDARD CAP, STAMPED 169+80 AND FASTENED ON THE TOP OF
 DR0629'AN IRON PIPE SET IN CONCRETE.  NOTE-- USE WITH CAUTION.
 DR0629
 DR0629                          STATION RECOVERY (1963)
 DR0629
 DR0629'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 DR0629'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0161 ***********************************************************************
 EQ0161  DESIGNATION -  17 AV
 EQ0161  PID         -  EQ0161
 EQ0161  STATE/COUNTY-  NM/SOCORRO
 EQ0161  USGS QUAD   -  ABEYTAS (1979)
 EQ0161
 EQ0161                         *CURRENT SURVEY CONTROL
 EQ0161  ___________________________________________________________________
 EQ0161* NAD 83(1986)-  34 26 24.     (N)    106 49 21.     (W)     SCALED    
 EQ0161* NAVD 88     -      1445.125  (meters)    4741.21   (feet)  ADJUSTED  
 EQ0161  ___________________________________________________________________
 EQ0161  GEOID HEIGHT-         -21.83  (meters)                     GEOID03
 EQ0161  DYNAMIC HT  -        1443.121 (meters)    4734.64  (feet)  COMP
 EQ0161  MODELED GRAV-     979,198.9   (mgal)                       NAVD 88
 EQ0161
 EQ0161  VERT ORDER  -  FIRST     CLASS II
 EQ0161
 EQ0161.The horizontal coordinates were scaled from a topographic map and have
 EQ0161.an estimated accuracy of +/- 6 seconds.
 EQ0161
 EQ0161.The orthometric height was determined by differential leveling
 EQ0161.and adjusted by the National Geodetic Survey in June 1991..
 EQ0161
 EQ0161.The geoid height was determined by GEOID03.
 EQ0161
 EQ0161.The dynamic height is computed by dividing the NAVD 88
 EQ0161.geopotential number by the normal gravity value computed on the
 EQ0161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0161.degrees latitude (g = 980.6199 gals.).
 EQ0161
 EQ0161.The modeled gravity was interpolated from observed gravity values.
 EQ0161
 EQ0161;                    North         East    Units  Estimated Accuracy
 EQ0161;SPC NM C     -   381,610.      447,390.      MT  (+/- 180 meters Scaled)
 EQ0161
 EQ0161                          SUPERSEDED SURVEY CONTROL
 EQ0161
 EQ0161  NGVD 29 (??/??/92) 1444.390  (m)         4738.80   (f) ADJ UNCH    1 2
 EQ0161
 EQ0161.Superseded values are not recommended for survey control.
 EQ0161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0161.See file dsdata.txt to determine how the superseded data were derived.
 EQ0161
 EQ0161_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU325124(NAD 83)
 EQ0161_MARKER: DD = SURVEY DISK
 EQ0161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EQ0161_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EQ0161_STAMPING: 4739 17 AV 1949
 EQ0161_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EQ0161+STABILITY: SURFACE MOTION
 EQ0161
 EQ0161  HISTORY     - Date     Condition        Report By
 EQ0161  HISTORY     - 1949     MONUMENTED       USGS
 EQ0161  HISTORY     - 1951     GOOD             NGS
 EQ0161  HISTORY     - 1982     MARK NOT FOUND   NGS
 EQ0161
 EQ0161                          STATION DESCRIPTION
 EQ0161
 EQ0161'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 EQ0161'1.65 MI N FROM BERNARDO.
 EQ0161'1.65 MILES NORTH ALONG U.S. HIGHWAY 85 FROM ITS JUNCTION WITH U.S.
 EQ0161'HIGHWAY 60 AT BERNARDO, BETWEEN TWO POWER POLES, 0.1 MILE SOUTH OF A
 EQ0161'SMALL BRIDGE, 44 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 12 FEET
 EQ0161'SOUTH OF THE CENTER LINE OF A ROAD LEADING WEST, SET IN THE TOP OF A
 EQ0161'CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
 EQ0161
 EQ0161                          STATION RECOVERY (1982)
 EQ0161
 EQ0161'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 EQ0161'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0187 ***********************************************************************
 GN0187  DESIGNATION -  17 D
 GN0187  PID         -  GN0187
 GN0187  STATE/COUNTY-  NM/RIO ARRIBA
 GN0187  USGS QUAD   -  GHOST RANCH (1979)
 GN0187
 GN0187                         *CURRENT SURVEY CONTROL
 GN0187  ___________________________________________________________________
 GN0187* NAD 83(1986)-  36 16 40.     (N)    106 28 22.     (W)     SCALED    
 GN0187* NAVD 88     -      1864.710  (meters)    6117.80   (feet)  ADJUSTED  
 GN0187  ___________________________________________________________________
 GN0187  GEOID HEIGHT-         -18.56  (meters)                     GEOID03
 GN0187  DYNAMIC HT  -        1862.244 (meters)    6109.71  (feet)  COMP
 GN0187  MODELED GRAV-     979,244.3   (mgal)                       NAVD 88
 GN0187
 GN0187  VERT ORDER  -  SECOND    CLASS 0
 GN0187
 GN0187.The horizontal coordinates were scaled from a topographic map and have
 GN0187.an estimated accuracy of +/- 6 seconds.
 GN0187
 GN0187.The orthometric height was determined by differential leveling
 GN0187.and adjusted by the National Geodetic Survey in June 1991..
 GN0187
 GN0187.The geoid height was determined by GEOID03.
 GN0187
 GN0187.The dynamic height is computed by dividing the NAVD 88
 GN0187.geopotential number by the normal gravity value computed on the
 GN0187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GN0187.degrees latitude (g = 980.6199 gals.).
 GN0187
 GN0187.The modeled gravity was interpolated from observed gravity values.
 GN0187
 GN0187;                    North         East    Units  Estimated Accuracy
 GN0187;SPC NM C     -   585,360.      479,990.      MT  (+/- 180 meters Scaled)
 GN0187
 GN0187                          SUPERSEDED SURVEY CONTROL
 GN0187
 GN0187  NGVD 29 (??/??/92) 1863.668  (m)         6114.38   (f) ADJ UNCH    2 0
 GN0187
 GN0187.Superseded values are not recommended for survey control.
 GN0187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0187.See file dsdata.txt to determine how the superseded data were derived.
 GN0187
 GN0187_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCA677157(NAD 83)
 GN0187_MARKER: DD = SURVEY DISK
 GN0187_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GN0187_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GN0187_STAMPING: 17-D 1934
 GN0187_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GN0187+STABILITY: SURFACE MOTION
 GN0187
 GN0187  HISTORY     - Date     Condition        Report By
 GN0187  HISTORY     - 1934     MONUMENTED       USGS
 GN0187  HISTORY     - 1934     GOOD             NGS
 GN0187
 GN0187                          STATION DESCRIPTION
 GN0187
 GN0187'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GN0187'12.2 MI NW FROM ABIQUIU.
 GN0187'12.2 MI NORTHWEST ON U.S. HWY NO. 285 2.0 MI NORTH OF JUNCTION OF U.S.
 GN0187'HWYS NO. 2 AND NO. 96, ON THE WEST BANK OF THE CHAMA RIVER, 113 FEET
 GN0187'WEST OF BRIDGE NO. 332 OVER THE CHAMA RIVER, 69 FEET SOUTH OF THE
 GN0187'CENTERLINE OF THE HIGHWAY AT A CURVE, AND ABOUT 1 FOOT ABOVE THE ROAD
 GN0187'SURFACE, 3 1/2 FEET EAST OF A RAIL FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY1077 ***********************************************************************
 CY1077  DESIGNATION -  17 DHW
 CY1077  PID         -  CY1077
 CY1077  STATE/COUNTY-  NM/GRANT
 CY1077  USGS QUAD   -  REDROCK (1990)
 CY1077
 CY1077                         *CURRENT SURVEY CONTROL
 CY1077  ___________________________________________________________________
 CY1077* NAD 83(1992)-  32 38 23.63252(N)    108 44 13.89096(W)     ADJUSTED  
 CY1077* NAVD 88     -      1350.8    (meters)    4432.     (feet)  VERTCON   
 CY1077  ___________________________________________________________________
 CY1077  LAPLACE CORR-           4.21  (seconds)                    DEFLEC99
 CY1077  GEOID HEIGHT-         -25.21  (meters)                     GEOID03
 CY1077
 CY1077  HORZ ORDER  -  THIRD
 CY1077  VERT ORDER  -  THIRD ? (See Below)
 CY1077
 CY1077.The horizontal coordinates were established by classical geodetic methods
 CY1077.and adjusted by the National Geodetic Survey in December 1993..
 CY1077
 CY1077.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY1077.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY1077.The vertical order pertains to the NGVD 29 superseded value.
 CY1077
 CY1077.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY1077
 CY1077.The geoid height was determined by GEOID03.
 CY1077
 CY1077;                    North         East     Units Scale Factor Converg.
 CY1077;SPC NM W     -   182,183.591   745,195.633   MT  1.00000532   -0 29 15.1
 CY1077;SPC NM W     -   597,714.00  2,444,862.67   sFT  1.00000532   -0 29 15.1
 CY1077;UTM  12      - 3,613,628.544   712,259.857   MT  1.00015559   +1 13 15.3
 CY1077
 CY1077!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY1077!SPC NM W     -   0.99979192  x   1.00000532  =   0.99979724
 CY1077!UTM  12      -   0.99979192  x   1.00015559  =   0.99994748
 CY1077
 CY1077:                Primary Azimuth Mark                     Grid Az
 CY1077:SPC NM W     -  STONY                                    201 21 36.9
 CY1077:UTM  12      -  STONY                                    199 39 06.5
 CY1077
 CY1077|---------------------------------------------------------------------|
 CY1077| PID    Reference Object                     Distance      Geod. Az  |
 CY1077|                                                           dddmmss.s |
 CY1077| CY1078 STONY                               APPROX. 8.0 KM 2005221.8 |
 CY1077|---------------------------------------------------------------------|
 CY1077
 CY1077                          SUPERSEDED SURVEY CONTROL
 CY1077
 CY1077  NAD 83(1992)-  32 38 23.63191(N)    108 44 13.89055(W) AD(       ) 3
 CY1077  NAD 83(1986)-  32 38 23.62817(N)    108 44 13.88735(W) AD(       ) 3
 CY1077  NAD 27      -  32 38 23.35462(N)    108 44 11.68870(W) AD(       ) 3
 CY1077  NGVD 29 (07/19/86) 1350.0    (m)         4429.     (f) LEVELING    3  
 CY1077
 CY1077.Superseded values are not recommended for survey control.
 CY1077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1077.See file dsdata.txt to determine how the superseded data were derived.
 CY1077
 CY1077_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYB1226013629(NAD 83)
 CY1077_MARKER: DB = BENCH MARK DISK
 CY1077_SETTING: 0 = UNSPECIFIED SETTING
 CY1077_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CY1077
 CY1077  HISTORY     - Date     Condition        Report By
 CY1077  HISTORY     - 1957     MONUMENTED       USGS
 CY1077
 CY1077                          STATION DESCRIPTION
 CY1077
 CY1077'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 CY1077'STATION IS LOCATED 20 MI. (AIRLINE) N. AND 2 MI. W. OF LORDSBURG,
 CY1077'NEW MEXICO, ON THE W. SIDE OF THE RED ROCK-LORDSBURG ROAD.
 CY1077'
 CY1077'RED ROCK POST OFFICE, 3.7 MI. S. OF ALONG STATE HIGHWAY 464 TO
 CY1077'T-JUNCTION WITH RD. E. TO SILVER CITY.  MIDDLE OF SEC. 19, T 19 S,
 CY1077'R 18 W, 246 FT. N. AND 66 FT. W. OF T-JUNCTION, 23 FT. S. AND 2 FT.
 CY1077'E. OF FENCE CORNER.
 CY1077'
 CY1077'STATION MARK--STANDARD TABLET, STAMPED ---17 DHW 1957 4429---, AND SET
 CY1077'IN CONCRETE POST, PROJECTING 0.4 FT. ABOVE GROUND.
 CY1077'
 CY1077'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0830 ***********************************************************************
 CX0830  DESIGNATION -  171
 CX0830  PID         -  CX0830
 CX0830  STATE/COUNTY-  NM/SIERRA
 CX0830  USGS QUAD   -  ALIVIO (1985)
 CX0830
 CX0830                         *CURRENT SURVEY CONTROL
 CX0830  ___________________________________________________________________
 CX0830* NAD 83(1986)-  32 47 51.     (N)    107 02 20.     (W)     SCALED    
 CX0830* NAVD 88     -      1350.346  (meters)    4430.26   (feet)  ADJUSTED  
 CX0830  ___________________________________________________________________
 CX0830  GEOID HEIGHT-         -23.54  (meters)                     GEOID03
 CX0830  DYNAMIC HT  -        1348.352 (meters)    4423.72  (feet)  COMP
 CX0830  MODELED GRAV-     979,114.7   (mgal)                       NAVD 88
 CX0830
 CX0830  VERT ORDER  -  FIRST     CLASS II
 CX0830
 CX0830.The horizontal coordinates were scaled from a topographic map and have
 CX0830.an estimated accuracy of +/- 6 seconds.
 CX0830
 CX0830.The orthometric height was determined by differential leveling
 CX0830.and adjusted by the National Geodetic Survey in June 1991..
 CX0830
 CX0830.The geoid height was determined by GEOID03.
 CX0830
 CX0830.The dynamic height is computed by dividing the NAVD 88
 CX0830.geopotential number by the normal gravity value computed on the
 CX0830.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0830.degrees latitude (g = 980.6199 gals.).
 CX0830
 CX0830.The modeled gravity was interpolated from observed gravity values.
 CX0830
 CX0830;                    North         East    Units  Estimated Accuracy
 CX0830;SPC NM W     -   199,580.      904,410.      MT  (+/- 180 meters Scaled)
 CX0830
 CX0830                          SUPERSEDED SURVEY CONTROL
 CX0830
 CX0830  NGVD 29 (??/??/92) 1349.736  (m)         4428.26   (f) ADJ UNCH    1 2
 CX0830
 CX0830.Superseded values are not recommended for survey control.
 CX0830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0830.See file dsdata.txt to determine how the superseded data were derived.
 CX0830
 CX0830_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS090306(NAD 83)
 CX0830_MARKER: P = PIPE CAP
 CX0830_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CX0830_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CX0830_STAMPING: 4428.259 171
 CX0830_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX0830
 CX0830  HISTORY     - Date     Condition        Report By
 CX0830  HISTORY     - UNK      MONUMENTED       USGS
 CX0830  HISTORY     - 1952     GOOD             NGS
 CX0830
 CX0830                          STATION DESCRIPTION
 CX0830
 CX0830'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CX0830'9.55 MI N FROM RINCON.
 CX0830'9.55 MILES NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 CX0830'FROM THE STATION AT RINCON, 61 FEET SOUTH OF MILEPOST 1070.  47.4 FEET
 CX0830'WEST OF THE WEST RAIL, 50 FEET EAST OF A FENCE, 24 FEET WEST OF THE
 CX0830'WEST EDGE OF A SMALL DRY WASH, 3 FEET SOUTH OF A WITNESS POST, RIVETED
 CX0830'ON THE TOP OF A 3 1/2 INCH IRON PIPE WHICH PROJECTS 0.8 FOOT ABOVE THE
 CX0830'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0833 ***********************************************************************
 CX0833  DESIGNATION -  174
 CX0833  PID         -  CX0833
 CX0833  STATE/COUNTY-  NM/DONA ANA
 CX0833  USGS QUAD   -  ALIVIO (1985)
 CX0833
 CX0833                         *CURRENT SURVEY CONTROL
 CX0833  ___________________________________________________________________
 CX0833* NAD 83(1986)-  32 45 21.     (N)    107 01 47.     (W)     SCALED    
 CX0833* NAVD 88     -      1330.366  (meters)    4364.71   (feet)  ADJUSTED  
 CX0833  ___________________________________________________________________
 CX0833  GEOID HEIGHT-         -23.64  (meters)                     GEOID03
 CX0833  DYNAMIC HT  -        1328.396 (meters)    4358.25  (feet)  COMP
 CX0833  MODELED GRAV-     979,110.9   (mgal)                       NAVD 88
 CX0833
 CX0833  VERT ORDER  -  FIRST     CLASS II
 CX0833
 CX0833.The horizontal coordinates were scaled from a topographic map and have
 CX0833.an estimated accuracy of +/- 6 seconds.
 CX0833
 CX0833.The orthometric height was determined by differential leveling
 CX0833.and adjusted by the National Geodetic Survey in June 1991..
 CX0833
 CX0833.The geoid height was determined by GEOID03.
 CX0833
 CX0833.The dynamic height is computed by dividing the NAVD 88
 CX0833.geopotential number by the normal gravity value computed on the
 CX0833.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0833.degrees latitude (g = 980.6199 gals.).
 CX0833
 CX0833.The modeled gravity was interpolated from observed gravity values.
 CX0833
 CX0833;                    North         East    Units  Estimated Accuracy
 CX0833;SPC NM C     -   194,950.      426,940.      MT  (+/- 180 meters Scaled)
 CX0833
 CX0833                          SUPERSEDED SURVEY CONTROL
 CX0833
 CX0833  NGVD 29 (??/??/92) 1329.758  (m)         4362.71   (f) ADJ UNCH    1 2
 CX0833
 CX0833.Superseded values are not recommended for survey control.
 CX0833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0833.See file dsdata.txt to determine how the superseded data were derived.
 CX0833
 CX0833_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS098260(NAD 83)
 CX0833_MARKER: P = PIPE CAP
 CX0833_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CX0833_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CX0833_STAMPING: 4362.714 174
 CX0833_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX0833
 CX0833  HISTORY     - Date     Condition        Report By
 CX0833  HISTORY     - UNK      MONUMENTED       USGS
 CX0833  HISTORY     - 1952     GOOD             NGS
 CX0833
 CX0833                          STATION DESCRIPTION
 CX0833
 CX0833'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CX0833'6.55 MI N FROM RINCON.
 CX0833'6.55 MILES NORTH ALONG THE ATCHISON, TOPEKA AND SANTAL FE RR FROM THE
 CX0833'STATION AT RINCON, 47.2 FEET SOUTH OF MILEPOST 1073, 45.2 FEET WEST
 CX0833'OF THE WEST RAIL, 52.8 FEET EAST OF A FENCE, 3 FEET EAST OF THE EAST
 CX0833'EDGE OF A SMALL DIKE, 3 FEET NORTH OF A WITNESS POST, RIVETED ON THE
 CX0833'TOP OF A 3 1/2 INCH IRON PIPE, WHICH PROJECTS 0.8 FOOT ABOVE THE
 CX0833'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1461 ***********************************************************************
 CX1461  DESIGNATION -  176
 CX1461  PID         -  CX1461
 CX1461  STATE/COUNTY-  NM/OTERO
 CX1461  USGS QUAD   -  LOST RIVER (1982)
 CX1461
 CX1461                         *CURRENT SURVEY CONTROL
 CX1461  ___________________________________________________________________
 CX1461* NAD 83(1992)-  32 55 58.47046(N)    106 09 14.09399(W)     ADJUSTED  
 CX1461* NAVD 88     -      1246.     (meters)    4088.     (feet)  VERTCON   
 CX1461  ___________________________________________________________________
 CX1461  LAPLACE CORR-           4.95  (seconds)                    DEFLEC99
 CX1461  GEOID HEIGHT-         -22.86  (meters)                     GEOID03
 CX1461
 CX1461  HORZ ORDER  -  SECOND
 CX1461
 CX1461.The horizontal coordinates were established by classical geodetic methods
 CX1461.and adjusted by the National Geodetic Survey in December 1993..
 CX1461
 CX1461.The NAVD 88 height was computed by applying the VERTCON shift value to
 CX1461.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CX1461
 CX1461.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1461
 CX1461.The geoid height was determined by GEOID03.
 CX1461
 CX1461;                    North         East     Units Scale Factor Converg.
 CX1461;SPC NM C     -   214,315.672   508,985.345   MT  0.99990100   +0 03 08.1
 CX1461;SPC NM C     -   703,134.00  1,669,896.09   sFT  0.99990100   +0 03 08.1
 CX1461;UTM  13      - 3,644,439.841   392,121.553   MT  0.99974349   -0 37 38.6
 CX1461
 CX1461!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1461!SPC NM C     -   0.99980806  x   0.99990100  =   0.99970908
 CX1461!UTM  13      -   0.99980806  x   0.99974349  =   0.99955160
 CX1461
 CX1461                          SUPERSEDED SURVEY CONTROL
 CX1461
 CX1461  NAD 83(1986)-  32 55 58.47796(N)    106 09 14.09606(W) AD(       ) 2
 CX1461  NAD 27      -  32 55 58.16520(N)    106 09 12.11940(W) AD(       ) 2
 CX1461  NGVD 29 (07/19/86) 1245.     (m)         4085.     (f) VERT ANG       
 CX1461
 CX1461.Superseded values are not recommended for survey control.
 CX1461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1461.See file dsdata.txt to determine how the superseded data were derived.
 CX1461
 CX1461_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS9212244440(NAD 83)
 CX1461_MARKER: DD = SURVEY DISK
 CX1461_SETTING: 0 = UNSPECIFIED SETTING
 CX1461
 CX1461  HISTORY     - Date     Condition        Report By
 CX1461  HISTORY     - 1962     MONUMENTED       USAF
 CX1461
 CX1461                          STATION DESCRIPTION
 CX1461
 CX1461'DESCRIBED BY US AIR FORCE 1962
 CX1461'THE STATION BM 176 OFFSET HAFB IS LOCATED ABOUT 7 MILES NW OF THE MAIN
 CX1461'GATE AT HOLLOMAN AIR FORCE BASE, ABOUT MID POINT OF THE SLED TRACK
 CX1461'AND IS ON THE WEST SIDE OF SLED TRACK.
 CX1461'
 CX1461'TO REACH THE STATION FROM THE KING 1 AREA, WHICH IS ABOUT 5 MILES
 CX1461'NORTHWEST OF THE MAIN GATE, GO NORTH FOR 0.9 MILE TO FORKS, KEEP
 CX1461'LEFT, CONTINUE NORTH FOR 0.7 MILE TO FORKS, KEEP LEFT, GO
 CX1461'WESTERLY FOR 0.95 MILE TO THE TRACK OPERATION CENTER ON LEFT,
 CX1461'CONTINUE WEST FOR 0.6 MILE, TURN RIGHT AND GO NORTHERLY ALONG
 CX1461'THE WEST SIDE OF SLED TRACK FOR 3.3 MILES TO THE STATION ON THE
 CX1461'LEFT.
 CX1461'
 CX1461'BM 176, A BRONZE DISK SET IN A DRILL HOLE IN THE CONCRETE BASE OF
 CX1461'THE WEST TRACK AND IS STAMPED 176.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1452 ***********************************************************************
 CX1452  DESIGNATION -  176 OFFSET
 CX1452  PID         -  CX1452
 CX1452  STATE/COUNTY-  NM/OTERO
 CX1452  USGS QUAD   -  LOST RIVER (1982)
 CX1452
 CX1452                         *CURRENT SURVEY CONTROL
 CX1452  ___________________________________________________________________
 CX1452* NAD 83(1992)-  32 55 58.40106(N)    106 09 15.26420(W)     ADJUSTED  
 CX1452* NAVD 88     -      1245.     (meters)    4085.     (feet)  VERTCON   
 CX1452  ___________________________________________________________________
 CX1452  LAPLACE CORR-           4.94  (seconds)                    DEFLEC99
 CX1452  GEOID HEIGHT-         -22.86  (meters)                     GEOID03
 CX1452
 CX1452  HORZ ORDER  -  FIRST
 CX1452
 CX1452.The horizontal coordinates were established by classical geodetic methods
 CX1452.and adjusted by the National Geodetic Survey in December 1993..
 CX1452
 CX1452.The NAVD 88 height was computed by applying the VERTCON shift value to
 CX1452.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CX1452
 CX1452.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1452
 CX1452.The geoid height was determined by GEOID03.
 CX1452
 CX1452;                    North         East     Units Scale Factor Converg.
 CX1452;SPC NM C     -   214,313.506   508,954.950   MT  0.99990099   +0 03 07.4
 CX1452;SPC NM C     -   703,126.89  1,669,796.37   sFT  0.99990099   +0 03 07.4
 CX1452;UTM  13      - 3,644,438.036   392,091.139   MT  0.99974357   -0 37 39.3
 CX1452
 CX1452!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1452!SPC NM C     -   0.99980822  x   0.99990099  =   0.99970923
 CX1452!UTM  13      -   0.99980822  x   0.99974357  =   0.99955184
 CX1452
 CX1452|---------------------------------------------------------------------|
 CX1452| PID    Reference Object                     Distance      Geod. Az  |
 CX1452|                                                           dddmmss.s |
 CX1452| CX1461 176                                  30.476 METERS 08559     |
 CX1452| CX1460 176 OFFSET RM 1                     100.028 METERS 08559     |
 CX1452| CX1433 HOLLOMAN AFB ATLAS AREA TANK        APPROX. 8.2 KM 0992658.9 |
 CX1452| CX1445 HOLLOMAN AFB WATER TANK             APPROX. 9.9 KM 1434121.6 |
 CX1452| CX1440 HOLLOMAN AFB CONTROL TOWER          APPROX.11.9 KM 1502728.1 |
 CX1452|---------------------------------------------------------------------|
 CX1452
 CX1452                          SUPERSEDED SURVEY CONTROL
 CX1452
 CX1452  NAD 83(1986)-  32 55 58.40856(N)    106 09 15.26628(W) AD(       ) 1
 CX1452  NAD 27      -  32 55 58.09580(N)    106 09 13.28940(W) AD(       ) 1
 CX1452  NGVD 29 (07/19/86) 1244.     (m)         4081.     (f) VERT ANG       
 CX1452
 CX1452.Superseded values are not recommended for survey control.
 CX1452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1452.See file dsdata.txt to determine how the superseded data were derived.
 CX1452
 CX1452_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS9209144438(NAD 83)
 CX1452_MARKER: DD = SURVEY DISK
 CX1452_SETTING: 0 = UNSPECIFIED SETTING
 CX1452
 CX1452  HISTORY     - Date     Condition        Report By
 CX1452  HISTORY     - 1962     MONUMENTED       USAF
 CX1452  HISTORY     - 1962     GOOD             CGS
 CX1452
 CX1452                          STATION DESCRIPTION
 CX1452
 CX1452'DESCRIBED BY US AIR FORCE 1962 (WER)
 CX1452'THE STATION IS LOCATED ABOUT 7 MILES NORTHWEST OF THE MAIN GATE
 CX1452'AT HOLLOMAN AIR FORCE BASE, ABOUT MID POINT OF THE SLED TRACK
 CX1452'AND IS ON THE WEST SIDE OF SLED TRACK.
 CX1452'
 CX1452'TO REACH THE STATION FROM THE KING 1 AREA, WHICH IS ABOUT 5 MILES
 CX1452'NORTHWEST OF THE MAIN GATE, GO NORTH FOR 0.9 MILE TO FORKS, KEEP
 CX1452'LEFT, CONTINUE NORTH FOR 0.7 MILE TO FORKS, KEEP LEFT, GO
 CX1452'WESTERLY FOR 0.95 MILE TO THE TRACK OPERATION CENTER ON LEFT,
 CX1452'CONTINUE WEST FOR 0.6 MILE, TURN RIGHT AND GO NORTHERLY ALONG
 CX1452'THE WEST SIDE OF SLED TRACK FOR 3.3 MILES TO THE STATION ON THE
 CX1452'LEFT.
 CX1452'
 CX1452'STATION MARK, A BRONZE DISK SET IN TOP OF 10 INCH SQUARE CONCRETE
 CX1452'POST WHICH PROJECTS ABOUT 4 INCHES AND IS STAMPED BM 176 OFFSET
 CX1452'TMS 1960.  THE MARK IS 100.6 FEET WEST OF THE WEST RAIL OF TRACK.
 CX1452'
 CX1452'REFERENCE MARK 1, A STANDARD REFERENCE DISK SET IN TOP OF A ROUND
 CX1452'CONCRETE POST WHICH PROJECTS ABOUT 4 INCHES AND IS STAMPED BM
 CX1452'176 OFFSET NO 1 1962.  THE MARK IS 220.34 FEET EAST OF THE EAST
 CX1452'RAIL OF TRACK.
 CX1452'
 CX1452'BM 176, A BRONZE DISK SET IN A DRILL HOLE IN THE CONCRETE BASE OF
 CX1452'THE WEST TRACK AND IS STAMPED 176.
 CX1452
 CX1452                          STATION RECOVERY (1962)
 CX1452
 CX1452'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (WTJ)
 CX1452'RECOVERED IN GOOD CONDITION AS DESCRIBED BY W.R.H., 1962.  A
 CX1452'77 BILBY SURVEY TOWER IS STILL IN PLACE OVER THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1460 ***********************************************************************
 CX1460  DESIGNATION -  176 OFFSET RM 1
 CX1460  PID         -  CX1460
 CX1460  STATE/COUNTY-  NM/OTERO
 CX1460  USGS QUAD   -  LOST RIVER (1982)
 CX1460
 CX1460                         *CURRENT SURVEY CONTROL
 CX1460  ___________________________________________________________________
 CX1460* NAD 83(1992)-  32 55 58.62895(N)    106 09 11.42332(W)     ADJUSTED  
 CX1460* NAVD 88     -      1245.     (meters)    4085.     (feet)  VERTCON   
 CX1460  ___________________________________________________________________
 CX1460  LAPLACE CORR-           4.96  (seconds)                    DEFLEC99
 CX1460  GEOID HEIGHT-         -22.85  (meters)                     GEOID03
 CX1460
 CX1460  HORZ ORDER  -  SECOND
 CX1460
 CX1460.The horizontal coordinates were established by classical geodetic methods
 CX1460.and adjusted by the National Geodetic Survey in December 1993..
 CX1460
 CX1460.The NAVD 88 height was computed by applying the VERTCON shift value to
 CX1460.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CX1460
 CX1460.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1460
 CX1460.The geoid height was determined by GEOID03.
 CX1460
 CX1460;                    North         East     Units Scale Factor Converg.
 CX1460;SPC NM C     -   214,320.617   509,054.715   MT  0.99990101   +0 03 09.5
 CX1460;SPC NM C     -   703,150.22  1,670,123.68   sFT  0.99990101   +0 03 09.5
 CX1460;UTM  13      - 3,644,443.962   392,190.966   MT  0.99974331   -0 37 37.2
 CX1460
 CX1460!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1460!SPC NM C     -   0.99980822  x   0.99990101  =   0.99970925
 CX1460!UTM  13      -   0.99980822  x   0.99974331  =   0.99955158
 CX1460
 CX1460                          SUPERSEDED SURVEY CONTROL
 CX1460
 CX1460  NAD 83(1986)-  32 55 58.63644(N)    106 09 11.42541(W) AD(       ) 2
 CX1460  NAD 27      -  32 55 58.32370(N)    106 09 09.44940(W) AD(       ) 2
 CX1460  NGVD 29 (07/19/86) 1244.     (m)         4081.     (f) VERT ANG       
 CX1460
 CX1460.Superseded values are not recommended for survey control.
 CX1460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1460.See file dsdata.txt to determine how the superseded data were derived.
 CX1460
 CX1460_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS9219144444(NAD 83)
 CX1460_MARKER: DR = REFERENCE MARK DISK
 CX1460_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX1460_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CX1460_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX1460+STABILITY: SURFACE MOTION
 CX1460
 CX1460  HISTORY     - Date     Condition        Report By
 CX1460  HISTORY     - 1962     MONUMENTED       USAF
 CX1460
 CX1460                          STATION DESCRIPTION
 CX1460
 CX1460'DESCRIBED BY US AIR FORCE 1962
 CX1460'THE STATION BM 176 OFFSET HAFB IS LOCATED ABOUT 7 MILES NW OF THE MAIN
 CX1460'GATE AT HOLLOMAN AIR FORCE BASE, ABOUT MID POINT OF THE SLED TRACK
 CX1460'AND IS ON THE WEST SIDE OF SLED TRACK.
 CX1460'
 CX1460'TO REACH THE STATION FROM THE KING 1 AREA, WHICH IS ABOUT 5 MILES
 CX1460'NORTHWEST OF THE MAIN GATE, GO NORTH FOR 0.9 MILE TO FORKS, KEEP
 CX1460'LEFT, CONTINUE NORTH FOR 0.7 MILE TO FORKS, KEEP LEFT, GO
 CX1460'WESTERLY FOR 0.95 MILE TO THE TRACK OPERATION CENTER ON LEFT,
 CX1460'CONTINUE WEST FOR 0.6 MILE, TURN RIGHT AND GO NORTHERLY ALONG
 CX1460'THE WEST SIDE OF SLED TRACK FOR 3.3 MILES TO THE STATION ON THE
 CX1460'LEFT.
 CX1460'
 CX1460'REFERENCE MARK 1, A STANDARD REFERENCE DISK SET IN TOP OF A ROUND
 CX1460'CONCRETE POST WHICH PROJECTS ABOUT 4 INCHES AND IS STAMPED BM
 CX1460'176 OFFSET NO 1 1962.  THE MARK IS 220.34 FEET EAST OF THE EAST
 CX1460'RAIL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0836 ***********************************************************************
 CX0836  DESIGNATION -  177
 CX0836  PID         -  CX0836
 CX0836  STATE/COUNTY-  NM/DONA ANA
 CX0836  USGS QUAD   -  RINCON (1978)
 CX0836
 CX0836                         *CURRENT SURVEY CONTROL
 CX0836  ___________________________________________________________________
 CX0836* NAD 83(1986)-  32 42 46.     (N)    107 02 17.     (W)     SCALED    
 CX0836* NAVD 88     -      1299.626  (meters)    4263.86   (feet)  ADJUSTED  
 CX0836  ___________________________________________________________________
 CX0836  GEOID HEIGHT-         -23.73  (meters)                     GEOID03
 CX0836  DYNAMIC HT  -        1297.681 (meters)    4257.48  (feet)  COMP
 CX0836  MODELED GRAV-     979,097.3   (mgal)                       NAVD 88
 CX0836
 CX0836  VERT ORDER  -  FIRST     CLASS II
 CX0836
 CX0836.The horizontal coordinates were scaled from a topographic map and have
 CX0836.an estimated accuracy of +/- 6 seconds.
 CX0836
 CX0836.The orthometric height was determined by differential leveling
 CX0836.and adjusted by the National Geodetic Survey in June 1991..
 CX0836
 CX0836.The geoid height was determined by GEOID03.
 CX0836
 CX0836.The dynamic height is computed by dividing the NAVD 88
 CX0836.geopotential number by the normal gravity value computed on the
 CX0836.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0836.degrees latitude (g = 980.6199 gals.).
 CX0836
 CX0836.The modeled gravity was interpolated from observed gravity values.
 CX0836
 CX0836;                    North         East    Units  Estimated Accuracy
 CX0836;SPC NM C     -   190,180.      426,120.      MT  (+/- 180 meters Scaled)
 CX0836
 CX0836                          SUPERSEDED SURVEY CONTROL
 CX0836
 CX0836  NGVD 29 (??/??/92) 1299.008  (m)         4261.83   (f) ADJ UNCH    1 2
 CX0836
 CX0836.Superseded values are not recommended for survey control.
 CX0836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0836.See file dsdata.txt to determine how the superseded data were derived.
 CX0836
 CX0836_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS089212(NAD 83)
 CX0836_MARKER: P = PIPE CAP
 CX0836_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CX0836_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CX0836_STAMPING: 177
 CX0836_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX0836
 CX0836  HISTORY     - Date     Condition        Report By
 CX0836  HISTORY     - UNK      MONUMENTED       USGS
 CX0836  HISTORY     - 1952     GOOD             NGS
 CX0836
 CX0836                          STATION DESCRIPTION
 CX0836
 CX0836'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CX0836'3.55 MI N FROM RINCON.
 CX0836'3.55 MILES NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 CX0836'FROM THE STATION AT RINCON, 37 FEET SOUTH OF MILEPOST 1076, 62 FEET
 CX0836'WEST OF THE WEST RAIL, 68 FEET SOUTHWEST OF THE WEST END OF CULVERT
 CX0836'1075 B, 37 FEET EAST OF A FENCE, 3 FEET NORTH OF A WITNESS POST,
 CX0836'RIVETED ON THE TOP OF A 3 1/2 INCH IRON PIPE WHICH PROJECTS
 CX0836'0.8 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0572 ***********************************************************************
 CV0572  DESIGNATION -  18
 CV0572  PID         -  CV0572
 CV0572  STATE/COUNTY-  NM/EDDY
 CV0572  USGS QUAD   -  REMUDA BASIN (1985)
 CV0572
 CV0572                         *CURRENT SURVEY CONTROL
 CV0572  ___________________________________________________________________
 CV0572* NAD 83(1986)-  32 15 40.     (N)    103 56 24.     (W)     SCALED    
 CV0572* NAVD 88     -       927.005  (meters)    3041.35   (feet)  ADJUSTED  
 CV0572  ___________________________________________________________________
 CV0572  GEOID HEIGHT-         -25.04  (meters)                     GEOID03
 CV0572  DYNAMIC HT  -         925.667 (meters)    3036.96  (feet)  COMP
 CV0572  MODELED GRAV-     979,165.0   (mgal)                       NAVD 88
 CV0572
 CV0572  VERT ORDER  -  FIRST     CLASS I
 CV0572
 CV0572.The horizontal coordinates were scaled from a topographic map and have
 CV0572.an estimated accuracy of +/- 6 seconds.
 CV0572
 CV0572.The orthometric height was determined by differential leveling
 CV0572.and adjusted by the National Geodetic Survey in June 1991..
 CV0572
 CV0572.The geoid height was determined by GEOID03.
 CV0572
 CV0572.The dynamic height is computed by dividing the NAVD 88
 CV0572.geopotential number by the normal gravity value computed on the
 CV0572.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0572.degrees latitude (g = 980.6199 gals.).
 CV0572
 CV0572.The modeled gravity was interpolated from observed gravity values.
 CV0572
 CV0572;                    North         East    Units  Estimated Accuracy
 CV0572;SPC NM E     -   139,890.      202,060.      MT  (+/- 180 meters Scaled)
 CV0572
 CV0572                          SUPERSEDED SURVEY CONTROL
 CV0572
 CV0572  NGVD 29 (??/??/92)  926.516  (m)         3039.74   (f) ADJ UNCH    1 1
 CV0572
 CV0572.Superseded values are not recommended for survey control.
 CV0572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0572.See file dsdata.txt to determine how the superseded data were derived.
 CV0572
 CV0572_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SER998698(NAD 83)
 CV0572_MARKER: DB = BENCH MARK DISK
 CV0572_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CV0572_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CV0572_MARK LOGO: USGS  
 CV0572_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CV0572
 CV0572  HISTORY     - Date     Condition        Report By
 CV0572  HISTORY     - UNK      MONUMENTED       USGS
 CV0572  HISTORY     - 1977     GOOD             NGS
 CV0572  HISTORY     - 1981     GOOD             NGS
 CV0572
 CV0572                          STATION DESCRIPTION
 CV0572
 CV0572'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CV0572'42.15 MI EAST FROM CARLSBAD.
 CV0572'17.2 MILES NORTHEAST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE EAST END
 CV0572'OF THE BATAAN BRIDGE OVER THE PECOS RIVER, THENCE 14.95 MILES SOUTH
 CV0572'ALONG STATE HIGHWAY 31, THENCE 4.25 MILES EAST ALONG STATE HIGHWAY
 CV0572'128, THENCE 5.75 MILES SOUTH ALONG A DIRT ROAD, AT THE JUNCTION OF A
 CV0572'DIM ROAD LEADING EAST, 158 FT. EAST OF THE CENTER LINE OF THE ROAD,
 CV0572'A DISK CEMENTED IN THE TOP OF A 5-INCH IRON PIPE WELL CASING WHICH
 CV0572'PROJECTS 5 FT. ABOVE THE GROUND.  THE DISK IS STAMPED--ARCO 18 2050
 CV0572'FNL 1790 FWL SEC 36 23S 29E.  THE DEPTH OF THE PIPE IS UNKNOWN.
 CV0572
 CV0572                          STATION RECOVERY (1981)
 CV0572
 CV0572'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CV0572'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0302 ***********************************************************************
 FO0302  DESIGNATION -  18
 FO0302  PID         -  FO0302
 FO0302  STATE/COUNTY-  NM/BERNALILLO
 FO0302  USGS QUAD   -  THE VOLCANOES (1990)
 FO0302
 FO0302                         *CURRENT SURVEY CONTROL
 FO0302  ___________________________________________________________________
 FO0302* NAD 83(1986)-  35 11 18.     (N)    106 48 59.     (W)     SCALED    
 FO0302* NAVD 88     -      1785.675  (meters)    5858.50   (feet)  ADJUSTED  
 FO0302  ___________________________________________________________________
 FO0302  GEOID HEIGHT-         -21.30  (meters)                     GEOID03
 FO0302  DYNAMIC HT  -        1783.175 (meters)    5850.30  (feet)  COMP
 FO0302  MODELED GRAV-     979,171.1   (mgal)                       NAVD 88
 FO0302
 FO0302  VERT ORDER  -  FIRST     CLASS II
 FO0302
 FO0302.The horizontal coordinates were scaled from a topographic map and have
 FO0302.an estimated accuracy of +/- 6 seconds.
 FO0302
 FO0302.The orthometric height was determined by differential leveling
 FO0302.and adjusted by the National Geodetic Survey in June 1991..
 FO0302
 FO0302.The geoid height was determined by GEOID03.
 FO0302
 FO0302.The dynamic height is computed by dividing the NAVD 88
 FO0302.geopotential number by the normal gravity value computed on the
 FO0302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0302.degrees latitude (g = 980.6199 gals.).
 FO0302
 FO0302.The modeled gravity was interpolated from observed gravity values.
 FO0302
 FO0302;                    North         East    Units  Estimated Accuracy
 FO0302;SPC NM C     -   464,610.      448,420.      MT  (+/- 180 meters Scaled)
 FO0302
 FO0302                          SUPERSEDED SURVEY CONTROL
 FO0302
 FO0302  NGVD 29 (??/??/92) 1784.797  (m)         5855.62   (f) ADJ UNCH    1 2
 FO0302
 FO0302.Superseded values are not recommended for survey control.
 FO0302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0302.See file dsdata.txt to determine how the superseded data were derived.
 FO0302
 FO0302_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU346954(NAD 83)
 FO0302_MARKER: DD = SURVEY DISK
 FO0302_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FO0302_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FO0302_STAMPING: 18 5856
 FO0302_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FO0302
 FO0302  HISTORY     - Date     Condition        Report By
 FO0302  HISTORY     - UNK      MONUMENTED       USGS
 FO0302  HISTORY     - 1951     GOOD             NGS
 FO0302
 FO0302                          STATION DESCRIPTION
 FO0302
 FO0302'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 FO0302'15.8 MI NW FROM ALBUQUERQUE.
 FO0302'0.25 MILE NORTH ALONG NORTH FIFTH STREET FROM THE COUNTY COURTHOUSE AT
 FO0302'ALBUQUERQUE, THENCE 1.1 MILES WEST ALONG WEST NEW YORK AVENUE, THENCE
 FO0302'3.4 MILES SOUTHWEST ALONG U.S. HIGHWAY 66 TO THE WEST MESA MOTEL,
 FO0302'THENCE 5.7 MILES NORTHWEST ALONG A GRADED SANDY ROAD TO AN EAST AND
 FO0302'WEST FENCE, THENCE 1.0 MILE WEST ALONG A DIRT ROAD TO A CATTLE GUARD,
 FO0302'THENCE 4.35 MILES NORTH ALONG A DIRT ROAD TO A ROAD LEADING WEST, 49
 FO0302'FEET NORTH OF THE CENTER LINE OF A ROAD LEADING WEST, 14.7 FEET WEST
 FO0302'OF THE CENTER LINE OF A NORTH AND SOUTH ROAD, 2.5 FEET SOUTHEAST OF A
 FO0302'WITNESS POST, RIVETED ON THE TOP OF AN IRON PIPE WHICH PROJECTS 0.7
 FO0302'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0186 ***********************************************************************
 EQ0186  DESIGNATION -  18 AV
 EQ0186  PID         -  EQ0186
 EQ0186  STATE/COUNTY-  NM/SOCORRO
 EQ0186  USGS QUAD   -  LA JOYA (1971)
 EQ0186
 EQ0186                         *CURRENT SURVEY CONTROL
 EQ0186  ___________________________________________________________________
 EQ0186* NAD 83(1986)-  34 16 26.     (N)    106 51 55.     (W)     SCALED    
 EQ0186* NAVD 88     -      1433.915  (meters)    4704.44   (feet)  ADJUSTED  
 EQ0186  ___________________________________________________________________
 EQ0186  GEOID HEIGHT-         -21.81  (meters)                     GEOID03
 EQ0186  DYNAMIC HT  -        1431.922 (meters)    4697.90  (feet)  COMP
 EQ0186  MODELED GRAV-     979,195.9   (mgal)                       NAVD 88
 EQ0186
 EQ0186  VERT ORDER  -  FIRST     CLASS II
 EQ0186
 EQ0186.The horizontal coordinates were scaled from a topographic map and have
 EQ0186.an estimated accuracy of +/- 6 seconds.
 EQ0186
 EQ0186.The orthometric height was determined by differential leveling
 EQ0186.and adjusted by the National Geodetic Survey in June 1991..
 EQ0186
 EQ0186.The geoid height was determined by GEOID03.
 EQ0186
 EQ0186.The dynamic height is computed by dividing the NAVD 88
 EQ0186.geopotential number by the normal gravity value computed on the
 EQ0186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0186.degrees latitude (g = 980.6199 gals.).
 EQ0186
 EQ0186.The modeled gravity was interpolated from observed gravity values.
 EQ0186
 EQ0186;                    North         East    Units  Estimated Accuracy
 EQ0186;SPC NM C     -   363,200.      443,350.      MT  (+/- 180 meters Scaled)
 EQ0186
 EQ0186                          SUPERSEDED SURVEY CONTROL
 EQ0186
 EQ0186  NGVD 29 (??/??/92) 1433.178  (m)         4702.02   (f) ADJ UNCH    1 2
 EQ0186
 EQ0186.Superseded values are not recommended for survey control.
 EQ0186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0186.See file dsdata.txt to determine how the superseded data were derived.
 EQ0186
 EQ0186_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT282940(NAD 83)
 EQ0186_MARKER: DD = SURVEY DISK
 EQ0186_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EQ0186_SP_SET: ABUTMENT
 EQ0186_STAMPING: 4702 18 AV 1949
 EQ0186_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EQ0186
 EQ0186  HISTORY     - Date     Condition        Report By
 EQ0186  HISTORY     - 1949     MONUMENTED       USGS
 EQ0186  HISTORY     - 1951     GOOD             NGS
 EQ0186
 EQ0186                          STATION DESCRIPTION
 EQ0186
 EQ0186'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 EQ0186'2.0 MI N FROM SAN ACACIA.
 EQ0186'2.0 MILES NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD FROM
 EQ0186'THE DIVERSION DAM AT SAN ACACIA, 8.4 FEET WEST OF THE WEST RAIL, 4
 EQ0186'FEET BELOW THE TOP OF THE RAILS, SET IN THE TOP OF THE WEST END OF THE
 EQ0186'SOUTH ABUTMENT OF BRIDGE 961 A OVER THE SALADO RIVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0188 ***********************************************************************
 GN0188  DESIGNATION -  18 D
 GN0188  PID         -  GN0188
 GN0188  STATE/COUNTY-  NM/RIO ARRIBA
 GN0188  USGS QUAD   -  GHOST RANCH (1979)
 GN0188
 GN0188                         *CURRENT SURVEY CONTROL
 GN0188  ___________________________________________________________________
 GN0188* NAD 83(1986)-  36 16 41.     (N)    106 28 17.     (W)     SCALED    
 GN0188* NAVD 88     -      1867.062  (meters)    6125.52   (feet)  ADJUSTED  
 GN0188  ___________________________________________________________________
 GN0188  GEOID HEIGHT-         -18.56  (meters)                     GEOID03
 GN0188  DYNAMIC HT  -        1864.594 (meters)    6117.42  (feet)  COMP
 GN0188  MODELED GRAV-     979,244.5   (mgal)                       NAVD 88
 GN0188
 GN0188  VERT ORDER  -  SECOND    CLASS 0
 GN0188
 GN0188.The horizontal coordinates were scaled from a topographic map and have
 GN0188.an estimated accuracy of +/- 6 seconds.
 GN0188
 GN0188.The orthometric height was determined by differential leveling
 GN0188.and adjusted by the National Geodetic Survey in June 1991..
 GN0188
 GN0188.The geoid height was determined by GEOID03.
 GN0188
 GN0188.The dynamic height is computed by dividing the NAVD 88
 GN0188.geopotential number by the normal gravity value computed on the
 GN0188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GN0188.degrees latitude (g = 980.6199 gals.).
 GN0188
 GN0188.The modeled gravity was interpolated from observed gravity values.
 GN0188
 GN0188;                    North         East    Units  Estimated Accuracy
 GN0188;SPC NM C     -   585,390.      480,110.      MT  (+/- 180 meters Scaled)
 GN0188
 GN0188                          SUPERSEDED SURVEY CONTROL
 GN0188
 GN0188  NGVD 29 (??/??/92) 1866.021  (m)         6122.10   (f) ADJ UNCH    2 0
 GN0188
 GN0188.Superseded values are not recommended for survey control.
 GN0188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0188.See file dsdata.txt to determine how the superseded data were derived.
 GN0188
 GN0188_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCA678157(NAD 83)
 GN0188_MARKER: DD = SURVEY DISK
 GN0188_SETTING: 66 = SET IN ROCK OUTCROP
 GN0188_SP_SET: SANDSTONE
 GN0188_STAMPING: 18-D 1934
 GN0188_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GN0188+STABILITY: POSITION/ELEVATION WELL
 GN0188
 GN0188  HISTORY     - Date     Condition        Report By
 GN0188  HISTORY     - 1934     MONUMENTED       USGS
 GN0188  HISTORY     - 1934     GOOD             NGS
 GN0188
 GN0188                          STATION DESCRIPTION
 GN0188
 GN0188'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GN0188'12.2 MI N FROM ABIQUIU.
 GN0188'12.2 MI NORTH ON U.S. HWY NO. 285 ABOUT 125 YDS SOUTH OF THE EAST END
 GN0188'OF THE CHAMA RIVER BRIDGE NO. 332 12 FEET NORTH OF THE SOUTH EDGE OF A
 GN0188'ROCK OUTCROP WHICH IS THE NORTH APPROACH TO A CATWALK BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0519 ***********************************************************************
 GN0519  DESIGNATION -  18 GRS
 GN0519  PID         -  GN0519
 GN0519  STATE/COUNTY-  NM/RIO ARRIBA
 GN0519  USGS QUAD   -  LOS INDIOS CANYON (1983)
 GN0519
 GN0519                         *CURRENT SURVEY CONTROL
 GN0519  ___________________________________________________________________
 GN0519* NAD 83(1992)-  36 31 15.99521(N)    106 58 26.29202(W)     ADJUSTED  
 GN0519* NAVD 88     -      2327.21   (+/-2cm)    7635.2    (feet)  VERTCON   
 GN0519  ___________________________________________________________________
 GN0519  LAPLACE CORR-           5.08  (seconds)                    DEFLEC99
 GN0519  GEOID HEIGHT-         -19.25  (meters)                     GEOID03
 GN0519
 GN0519  HORZ ORDER  -  SECOND
 GN0519  VERT ORDER  -  THIRD ? (See Below)
 GN0519
 GN0519.The horizontal coordinates were established by classical geodetic methods
 GN0519.and adjusted by the National Geodetic Survey in December 1993..
 GN0519
 GN0519.The NAVD 88 height was computed by applying the VERTCON shift value to
 GN0519.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GN0519.The vertical order pertains to the NGVD 29 superseded value.
 GN0519
 GN0519.The Laplace correction was computed from DEFLEC99 derived deflections.
 GN0519
 GN0519.The geoid height was determined by GEOID03.
 GN0519
 GN0519;                    North         East     Units Scale Factor Converg.
 GN0519;SPC NM C     -   612,575.238   435,162.317   MT  0.99995178   -0 25 51.1
 GN0519;SPC NM C     - 2,009,757.26  1,427,695.04   sFT  0.99995178   -0 25 51.1
 GN0519;UTM  13      - 4,043,561.966   323,258.301   MT  0.99998487   -1 10 30.2
 GN0519
 GN0519!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GN0519!SPC NM C     -   0.99963792  x   0.99995178  =   0.99958972
 GN0519!UTM  13      -   0.99963792  x   0.99998487  =   0.99962280
 GN0519
 GN0519                          SUPERSEDED SURVEY CONTROL
 GN0519
 GN0519  NAD 83(1986)-  36 31 15.99449(N)    106 58 26.29739(W) AD(       ) 2
 GN0519  NAD 27      -  36 31 15.94700(N)    106 58 24.16900(W) AD(       ) 2
 GN0519  NGVD 29 (07/19/86) 2325.93   (m)         7631.0    (f) LEVELING    3  
 GN0519
 GN0519.Superseded values are not recommended for survey control.
 GN0519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0519.See file dsdata.txt to determine how the superseded data were derived.
 GN0519
 GN0519_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCA2325843562(NAD 83)
 GN0519_MARKER: DB = BENCH MARK DISK
 GN0519_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GN0519_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GN0519_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GN0519+STABILITY: SURFACE MOTION
 GN0519
 GN0519  HISTORY     - Date     Condition        Report By
 GN0519  HISTORY     - 1960     MONUMENTED       USGS
 GN0519
 GN0519                          STATION DESCRIPTION
 GN0519
 GN0519'DESCRIBED BY US GEOLOGICAL SURVEY 1960 (HWK)
 GN0519'THE STATION IS APPROXIMATELY 16 MILES NORTH OF LINDRITH, 14-1/2
 GN0519'MILES SOUTHWEST OF EL VADO, 95 FEET EAST OF THE EAST GATE POST
 GN0519'AT THE ENTRANCE OF THE JICARILLA APACHE RESERVATION BOUNDARY
 GN0519'LINE, 3 FEET SOUTHEAST OF A FENCE AND 3 FEET NORTH OF A WOODEN
 GN0519'WITNESS POST.
 GN0519'
 GN0519'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION CONT,
 GN0519'DISTANCE BEING 1737.99 FT. (529.738 METERS) SOUTH OF STATION CONT.
 GN0519'THE MARK IS A STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK DISK
 GN0519'STAMPED 18 GRS 1953 7631 AND IS SET IN A SQUARE CONCRETE POST
 GN0519'WHICH PROJECTS 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0839 ***********************************************************************
 CX0839  DESIGNATION -  180
 CX0839  PID         -  CX0839
 CX0839  STATE/COUNTY-  NM/DONA ANA
 CX0839  USGS QUAD   -  RINCON (1978)
 CX0839
 CX0839                         *CURRENT SURVEY CONTROL
 CX0839  ___________________________________________________________________
 CX0839* NAD 83(1986)-  32 40 46.     (N)    107 03 03.     (W)     SCALED    
 CX0839* NAVD 88     -      1252.852  (meters)    4110.40   (feet)  ADJUSTED  
 CX0839  ___________________________________________________________________
 CX0839  GEOID HEIGHT-         -23.79  (meters)                     GEOID03
 CX0839  DYNAMIC HT  -        1250.986 (meters)    4104.28  (feet)  COMP
 CX0839  MODELED GRAV-     979,106.3   (mgal)                       NAVD 88
 CX0839
 CX0839  VERT ORDER  -  FIRST     CLASS II
 CX0839
 CX0839.The horizontal coordinates were scaled from a topographic map and have
 CX0839.an estimated accuracy of +/- 6 seconds.
 CX0839
 CX0839.The orthometric height was determined by differential leveling
 CX0839.and adjusted by the National Geodetic Survey in June 1991..
 CX0839
 CX0839.The geoid height was determined by GEOID03.
 CX0839
 CX0839.The dynamic height is computed by dividing the NAVD 88
 CX0839.geopotential number by the normal gravity value computed on the
 CX0839.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0839.degrees latitude (g = 980.6199 gals.).
 CX0839
 CX0839.The modeled gravity was interpolated from observed gravity values.
 CX0839
 CX0839;                    North         East    Units  Estimated Accuracy
 CX0839;SPC NM C     -   186,490.      424,900.      MT  (+/- 180 meters Scaled)
 CX0839
 CX0839                          SUPERSEDED SURVEY CONTROL
 CX0839
 CX0839  NGVD 29 (??/??/92) 1252.248  (m)         4108.42   (f) ADJ UNCH    1 2
 CX0839
 CX0839.Superseded values are not recommended for survey control.
 CX0839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0839.See file dsdata.txt to determine how the superseded data were derived.
 CX0839
 CX0839_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS077176(NAD 83)
 CX0839_MARKER: DD = SURVEY DISK
 CX0839_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CX0839_SP_SET: ABUTMENT
 CX0839_STAMPING: 180 4108.417
 CX0839_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CX0839
 CX0839  HISTORY     - Date     Condition        Report By
 CX0839  HISTORY     - UNK      MONUMENTED       USGS
 CX0839  HISTORY     - 1953     GOOD             NGS
 CX0839  HISTORY     - 1981     MARK NOT FOUND   NGS
 CX0839
 CX0839                          STATION DESCRIPTION
 CX0839
 CX0839'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CX0839'0.9 MI N FROM RINCON.
 CX0839'0.9 MILE NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD FROM
 CX0839'THE STATION AT RINCON, 5 FEET SOUTHEAST OF THE SOUTHEAST RAIL, SET
 CX0839'IN THE TOP OF THE SOUTHEAST END OF THE NORTHEAST CONCRETE ABUTMENT OF
 CX0839'BRIDGE 1078 A, 1.7 FEET BELOW THE TOP OF THE RAILS, UNDER A WOODEN
 CX0839'WALK.
 CX0839
 CX0839                          STATION RECOVERY (1981)
 CX0839
 CX0839'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CX0839'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0615 ***********************************************************************
 EQ0615  DESIGNATION -  19 B
 EQ0615  PID         -  EQ0615
 EQ0615  STATE/COUNTY-  NM/SOCORRO
 EQ0615  USGS QUAD   -  SCHOLLE (1995)
 EQ0615
 EQ0615                         *CURRENT SURVEY CONTROL
 EQ0615  ___________________________________________________________________
 EQ0615* NAD 83(1986)-  34 24 25.     (N)    106 28 52.     (W)     SCALED    
 EQ0615* NAVD 88     -      1767.140  (meters)    5797.69   (feet)  ADJUSTED  
 EQ0615  ___________________________________________________________________
 EQ0615  GEOID HEIGHT-         -20.61  (meters)                     GEOID03
 EQ0615  DYNAMIC HT  -        1764.616 (meters)    5789.41  (feet)  COMP
 EQ0615  MODELED GRAV-     979,144.4   (mgal)                       NAVD 88
 EQ0615
 EQ0615  VERT ORDER  -  FIRST     CLASS II
 EQ0615
 EQ0615.The horizontal coordinates were scaled from a topographic map and have
 EQ0615.an estimated accuracy of +/- 6 seconds.
 EQ0615
 EQ0615.The orthometric height was determined by differential leveling
 EQ0615.and adjusted by the National Geodetic Survey in June 1991..
 EQ0615
 EQ0615.The geoid height was determined by GEOID03.
 EQ0615
 EQ0615.The dynamic height is computed by dividing the NAVD 88
 EQ0615.geopotential number by the normal gravity value computed on the
 EQ0615.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0615.degrees latitude (g = 980.6199 gals.).
 EQ0615
 EQ0615.The modeled gravity was interpolated from observed gravity values.
 EQ0615
 EQ0615;                    North         East    Units  Estimated Accuracy
 EQ0615;SPC NM C     -   377,810.      478,750.      MT  (+/- 180 meters Scaled)
 EQ0615
 EQ0615                          SUPERSEDED SURVEY CONTROL
 EQ0615
 EQ0615.No superseded survey control is available for this station.
 EQ0615
 EQ0615_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU638082(NAD 83)
 EQ0615_MARKER: DB = BENCH MARK DISK
 EQ0615_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 EQ0615_SP_SET: ABUTMENT
 EQ0615_STAMPING: BM 19B 1972 TOPO CENTER
 EQ0615_MARK LOGO: DMA   
 EQ0615_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EQ0615+STABILITY: POSITION/ELEVATION WELL
 EQ0615
 EQ0615  HISTORY     - Date     Condition        Report By
 EQ0615  HISTORY     - 1972     MONUMENTED       DMA
 EQ0615  HISTORY     - 1980     GOOD             NGS
 EQ0615
 EQ0615                          STATION DESCRIPTION
 EQ0615
 EQ0615'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 EQ0615'27.2 KM (16.9 MI) WEST FROM MOUNTAINAIR.
 EQ0615'27.2 KM (16.9 MI) WESTERLY ALONG U.S. HIGHWAY 60 FROM THE POST
 EQ0615'OFFICE IN MOUNTAINAIR, IN TOP OF THE SOUTHWEST CORNER OF THE SOUTHWEST
 EQ0615'ABUTMENT OF A BRIDGE OVER CANADA ARROYO, 0.6 KM (0.4 MI) NORTHEAST
 EQ0615'OF MILE POST 187, 4.6 METERS (15.0 FT) NORTHWEST OF THE CENTERLINE
 EQ0615'OF THE HIGHWAY AND 0.2 METERS (0.5 FT) NORTHEAST OF THE SOUTHWEST
 EQ0615'END OF THE ABUTMENT.
 EQ0615'THE MARK IS 0.9 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0987 ***********************************************************************
 FO0987  DESIGNATION -  19 BLS
 FO0987  PID         -  FO0987
 FO0987  STATE/COUNTY-  NM/BERNALILLO
 FO0987  USGS QUAD   -  SEDILLO (1995)
 FO0987
 FO0987                         *CURRENT SURVEY CONTROL
 FO0987  ___________________________________________________________________
 FO0987* NAD 83(1992)-  35 06 46.31090(N)    106 15 39.89584(W)     ADJUSTED  
 FO0987* NAVD 88     -      2115.2    (meters)    6940.     (feet)  VERTCON   
 FO0987  ___________________________________________________________________
 FO0987  LAPLACE CORR-           0.60  (seconds)                    DEFLEC99
 FO0987  GEOID HEIGHT-         -19.45  (meters)                     GEOID03
 FO0987
 FO0987  HORZ ORDER  -  THIRD
 FO0987  VERT ORDER  -  THIRD ? (See Below)
 FO0987
 FO0987.The horizontal coordinates were established by classical geodetic methods
 FO0987.and adjusted by the National Geodetic Survey in December 1993..
 FO0987
 FO0987.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO0987.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO0987.The vertical order pertains to the NGVD 29 superseded value.
 FO0987
 FO0987.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO0987
 FO0987.The geoid height was determined by GEOID03.
 FO0987
 FO0987;                    North         East     Units Scale Factor Converg.
 FO0987;SPC NM C     -   456,094.349   498,989.820   MT  0.99990001   -0 00 22.9
 FO0987;SPC NM C     - 1,496,369.54  1,637,102.43   sFT  0.99990001   -0 00 22.9
 FO0987;UTM  13      - 3,886,286.899   385,079.232   MT  0.99976276   -0 43 31.6
 FO0987
 FO0987!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO0987!SPC NM C     -   0.99967115  x   0.99990001  =   0.99957119
 FO0987!UTM  13      -   0.99967115  x   0.99976276  =   0.99943399
 FO0987
 FO0987:                Primary Azimuth Mark                     Grid Az
 FO0987:SPC NM C     -  NORTHAM                                  157 01 40.2
 FO0987:UTM  13      -  NORTHAM                                  157 44 48.9
 FO0987
 FO0987|---------------------------------------------------------------------|
 FO0987| PID    Reference Object                     Distance      Geod. Az  |
 FO0987|                                                           dddmmss.s |
 FO0987| FO0977 NORTHAM                             APPROX. 7.1 KM 1570117.3 |
 FO0987|---------------------------------------------------------------------|
 FO0987
 FO0987                          SUPERSEDED SURVEY CONTROL
 FO0987
 FO0987  NAD 83(1986)-  35 06 46.31868(N)    106 15 39.89584(W) AD(       ) 3
 FO0987  NAD 27      -  35 06 46.14338(N)    106 15 37.84167(W) AD(       ) 3
 FO0987  NGVD 29 (07/19/86) 2114.3    (m)         6937.     (f) LEVELING    3  
 FO0987
 FO0987.Superseded values are not recommended for survey control.
 FO0987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0987.See file dsdata.txt to determine how the superseded data were derived.
 FO0987
 FO0987_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU8507986287(NAD 83)
 FO0987_MARKER: DB = BENCH MARK DISK
 FO0987_SETTING: 0 = UNSPECIFIED SETTING
 FO0987_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FO0987
 FO0987  HISTORY     - Date     Condition        Report By
 FO0987  HISTORY     - 1951     MONUMENTED       USGS
 FO0987
 FO0987                          STATION DESCRIPTION
 FO0987
 FO0987'DESCRIBED BY US GEOLOGICAL SURVEY 1951
 FO0987'STATION IS LOCATED IN THE IMMEDIATE VICINITY OF SEC. COR. 12, 11, 2,
 FO0987'AND 1, T 10 N, R 6 E, 22 FT. W. OF N-S. RD., AND IN LINE WITH E-W.
 FO0987'FENCE EXTENDED.
 FO0987'
 FO0987'TO REACH STATION FROM JUNCTION OF U.S. HIGHWAY 66 AND STATE ROAD 10
 FO0987'N., PROCEED E. 7.8 MI. ON U.S. HIGHWAY 66 TO CROSSROAD, GO LEFT (N.)
 FO0987'1.6 MI. TO STATION.
 FO0987'
 FO0987'STATION MARK--STANDARD TABLET, SET IN CONCRETE POST, AND STAMPED
 FO0987'---19 BLS 1951 6937---.
 FO0987'
 FO0987'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0340 ***********************************************************************
 GM0340  DESIGNATION -  19 GMB
 GM0340  PID         -  GM0340
 GM0340  STATE/COUNTY-  NM/COLFAX
 GM0340  USGS QUAD   -  OSHA MOUNTAIN (1995)
 GM0340
 GM0340                         *CURRENT SURVEY CONTROL
 GM0340  ___________________________________________________________________
 GM0340* NAD 83(1986)-  36 20 50.     (N)    105 17 19.     (W)     SCALED    
 GM0340* NAVD 88     -      2687.755  (meters)    8818.08   (feet)  ADJUSTED  
 GM0340  ___________________________________________________________________
 GM0340  GEOID HEIGHT-         -16.86  (meters)                     GEOID03
 GM0340  DYNAMIC HT  -        2683.854 (meters)    8805.28  (feet)  COMP
 GM0340  MODELED GRAV-     979,082.4   (mgal)                       NAVD 88
 GM0340
 GM0340  VERT ORDER  -  SECOND    CLASS 0
 GM0340
 GM0340.The horizontal coordinates were scaled from a topographic map and have
 GM0340.an estimated accuracy of +/- 6 seconds.
 GM0340
 GM0340.The orthometric height was determined by differential leveling
 GM0340.and adjusted by the National Geodetic Survey in June 1991..
 GM0340
 GM0340.The geoid height was determined by GEOID03.
 GM0340
 GM0340.The dynamic height is computed by dividing the NAVD 88
 GM0340.geopotential number by the normal gravity value computed on the
 GM0340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GM0340.degrees latitude (g = 980.6199 gals.).
 GM0340
 GM0340.The modeled gravity was interpolated from observed gravity values.
 GM0340
 GM0340;                    North         East    Units  Estimated Accuracy
 GM0340;SPC NM E     -   593,470.       79,250.      MT  (+/- 180 meters Scaled)
 GM0340
 GM0340                          SUPERSEDED SURVEY CONTROL
 GM0340
 GM0340  NGVD 29 (??/??/92) 2686.498  (m)         8813.95   (f) ADJ UNCH    2 0
 GM0340
 GM0340.Superseded values are not recommended for survey control.
 GM0340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0340.See file dsdata.txt to determine how the superseded data were derived.
 GM0340
 GM0340_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDA741225(NAD 83)
 GM0340_MARKER: DD = SURVEY DISK
 GM0340_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GM0340_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GM0340_STAMPING: 8813 19 GMB 1955
 GM0340_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GM0340+STABILITY: SURFACE MOTION
 GM0340
 GM0340  HISTORY     - Date     Condition        Report By
 GM0340  HISTORY     - 1955     MONUMENTED       USGS
 GM0340  HISTORY     - 1957     GOOD             NGS
 GM0340
 GM0340                          STATION DESCRIPTION
 GM0340
 GM0340'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GM0340'15.75 MI S FROM EAGLE NEST.
 GM0340'ABOUT 15.75 MILES SOUTH ALONG STATE HIGHWAY 38 FROM THE POST OFFICE AT
 GM0340'EAGLE NEST, AT THE SUMMIT OF A LONG HILL, 69 FEET NORTHWEST OF THE
 GM0340'CENTER LINE OF THE HIGHWAY, 79 FEET NORTH OF A LARGE SCARRED PINE
 GM0340'TREE, 43 FEET NORTH OF THE CENTER LINE OF A TRACK ROAD, 1 1/2 FEET
 GM0340'SOUTHWEST OF A WHITE WOODEN WITNESS POST AND IN THE TOP OF A CONCRETE
 GM0340'POST WHICH PROJECTS 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0870 ***********************************************************************
 CX0870  DESIGNATION -  195
 CX0870  PID         -  CX0870
 CX0870  STATE/COUNTY-  NM/DONA ANA
 CX0870  USGS QUAD   -  HOCKETT (1989)
 CX0870
 CX0870                         *CURRENT SURVEY CONTROL
 CX0870  ___________________________________________________________________
 CX0870* NAD 83(1986)-  32 36 04.     (N)    107 17 17.     (W)     SCALED    
 CX0870* NAVD 88     -      1376.254  (meters)    4515.26   (feet)  POSTED    
 CX0870  ___________________________________________________________________
 CX0870  GEOID HEIGHT-         -23.78  (meters)                     GEOID03
 CX0870  DYNAMIC HT  -        1374.210 (meters)    4508.55  (feet)  COMP
 CX0870  MODELED GRAV-     979,103.4   (mgal)                       NAVD 88
 CX0870
 CX0870  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 CX0870
 CX0870.The horizontal coordinates were scaled from a topographic map and have
 CX0870.an estimated accuracy of +/- 6 seconds.
 CX0870
 CX0870.The orthometric height was determined by differential leveling
 CX0870.and adjusted by the National Geodetic Survey in 1992..
 CX0870.No vertical observational check was made to the station.
 CX0870.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 CX0870.was located on a no-check spur therefore a value was not computed.
 CX0870
 CX0870.The geoid height was determined by GEOID03.
 CX0870
 CX0870.The dynamic height is computed by dividing the NAVD 88
 CX0870.geopotential number by the normal gravity value computed on the
 CX0870.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0870.degrees latitude (g = 980.6199 gals.).
 CX0870
 CX0870.The modeled gravity was interpolated from observed gravity values.
 CX0870
 CX0870;                    North         East    Units  Estimated Accuracy
 CX0870;SPC NM C     -   177,990.      402,560.      MT  (+/- 180 meters Scaled)
 CX0870
 CX0870                          SUPERSEDED SURVEY CONTROL
 CX0870
 CX0870  NGVD 29 (??/??/92) 1375.596  (m)         4513.10   (f) ADJ UNCH    1 2
 CX0870
 CX0870.Superseded values are not recommended for survey control.
 CX0870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0870.See file dsdata.txt to determine how the superseded data were derived.
 CX0870
 CX0870_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBS852093(NAD 83)
 CX0870_MARKER: DD = SURVEY DISK
 CX0870_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CX0870_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CX0870_STAMPING: 195
 CX0870_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX0870
 CX0870  HISTORY     - Date     Condition        Report By
 CX0870  HISTORY     - UNK      MONUMENTED       USGS
 CX0870  HISTORY     - 1952     GOOD             NGS
 CX0870
 CX0870                          STATION DESCRIPTION
 CX0870
 CX0870'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CX0870'9.55 MI SW FROM HATCH.
 CX0870'1.15 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD FROM
 CX0870'THE STATION AT HATCH, THENCE 7.15 MILES SOUTHWEST ALONG STATE HIGHWAY
 CX0870'26, THENCE 0.75 MILE SOUTHEAST ALONG A GRAVELED ROAD, THENCE 0.5 MILE
 CX0870'SOUTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD, 2 POLES
 CX0870'SOUTHWEST OF THE STATION SIGN AT HOCKETT, 150.4 FEET SOUTHWEST OF THE
 CX0870'SOUTHEAST CORNER OF THE ABANDONED STATION, 150.4 FEET NORTHEAST OF THE
 CX0870'NORTHEAST SIDE OF A TELEPHONE BOOTH, 43.3 FEET NORTHWEST OF THE
 CX0870'NORTHWEST RAIL, 4 FEET WEST OF MILEPOST 1094, 2.7 FEET NORTHEAST OF A
 CX0870'WITNESS POST, RIVETED ON THE TOP OF A 3 1/2 INCH IRON PIPE WHICH
 CX0870'PROJECTS 0.9 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1475 ***********************************************************************
 CX1475  DESIGNATION -  195
 CX1475  PID         -  CX1475
 CX1475  STATE/COUNTY-  NM/OTERO
 CX1475  USGS QUAD   -  FOSTER LAKE (1982)
 CX1475
 CX1475                         *CURRENT SURVEY CONTROL
 CX1475  ___________________________________________________________________
 CX1475* NAD 83(1992)-  32 42 11.38531(N)    106 07 37.32585(W)     ADJUSTED  
 CX1475* NAVD 88     -      1389.     (meters)    4557.     (feet)  VERTCON   
 CX1475  ___________________________________________________________________
 CX1475  LAPLACE CORR-           3.78  (seconds)                    DEFLEC99
 CX1475  GEOID HEIGHT-         -23.03  (meters)                     GEOID03
 CX1475
 CX1475  HORZ ORDER  -  SECOND
 CX1475
 CX1475.The horizontal coordinates were established by classical geodetic methods
 CX1475.and adjusted by the National Geodetic Survey in December 1993..
 CX1475
 CX1475.The NAVD 88 height was computed by applying the VERTCON shift value to
 CX1475.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CX1475
 CX1475.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1475
 CX1475.The geoid height was determined by GEOID03.
 CX1475
 CX1475;                    North         East     Units Scale Factor Converg.
 CX1475;SPC NM C     -   188,841.709   511,528.655   MT  0.99990164   +0 03 59.2
 CX1475;SPC NM C     -   619,558.17  1,678,240.26   sFT  0.99990164   +0 03 59.2
 CX1475;UTM  13      - 3,618,941.685   394,363.101   MT  0.99973760   -0 36 32.3
 CX1475
 CX1475!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1475!SPC NM C     -   0.99978564  x   0.99990164  =   0.99968731
 CX1475!UTM  13      -   0.99978564  x   0.99973760  =   0.99952330
 CX1475
 CX1475                          SUPERSEDED SURVEY CONTROL
 CX1475
 CX1475  NAD 83(1986)-  32 42 11.39328(N)    106 07 37.32684(W) AD(       ) 2
 CX1475  NAD 27      -  32 42 11.07780(N)    106 07 35.36200(W) AD(       ) 2
 CX1475  NGVD 29 (07/19/86) 1388.     (m)         4554.     (f) VERT ANG       
 CX1475
 CX1475.Superseded values are not recommended for survey control.
 CX1475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1475.See file dsdata.txt to determine how the superseded data were derived.
 CX1475
 CX1475_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS9436318942(NAD 83)
 CX1475_MARKER: DD = SURVEY DISK
 CX1475_SETTING: 66 = SET IN ROCK OUTCROP
 CX1475
 CX1475  HISTORY     - Date     Condition        Report By
 CX1475  HISTORY     - 1952     MONUMENTED       USAF
 CX1475
 CX1475                          STATION DESCRIPTION
 CX1475
 CX1475'DESCRIBED BY US AIR FORCE 1952 (RLE)
 CX1475'THE STATION IS LOCATED ABOUT 17 MILES SOUTHWEST OF ALAMOGORDO
 CX1475'ON THE SOUTH EDGE OF THE HIGHEST AND LARGEST ONE OF TWO BUTTES.
 CX1475'IT IS 165.0 FEET SOUTH OF THE SOUTH EDGE OF A METAL BUILDING
 CX1475'AND ABOUT 25.0 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A
 CX1475'SMALL BUILDING HOUSING A POWER UNIT.  THE MARK IS A 3 INCH
 CX1475'BRASS DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BED ROCK
 CX1475'AND THE DISK IS STAMPED 195 HAFB.  A TRAVERSE CONNECTION WAS
 CX1475'MADE TO TRIANGULATION STATION TWO BUTTES (USGS) 1943 DISTANCE
 CX1475'BEING 233.923 FEET (71.300 METERS) SOUTH-SOUTHEAST.
 CX1475'
 CX1475'TO REACH THE STATION FROM THE POST OFFICE IN ALAMOGORDO, GO
 CX1475'WEST FOR 0.1 MILE TO U.S. HIGHWAY NOS. 70 AND 54.  TURN LEFT AND
 CX1475'GO SOUTH AND WEST ON U.S. HIGHWAY NOS. 70 AND 54 FOR 2.15 MILES
 CX1475'TO WHERE U.S. HIGHWAY NO. 54 TURNS LEFT AND U.S. HIGHWAY NO.
 CX1475'70 CONTINUES STRAIGHT AHEAD.  CONTINUE STRAIGHT AHEAD ON U.S.
 CX1475'HIGHWAY NO. 70 FOR 11.15 MILES TO A GATE ON THE LEFT AND SIGN
 CX1475'WHITE SANDS RANCH.  TURN LEFT THROUGH THIS GATE AND GO SOUTH
 CX1475'ON A GRAVEL ROAD FOR 6.45 MILES TO A FORK, TAKE THE RIGHT
 CX1475'FORK AND FOLLOW A WINDING ROAD FOR 0.95 MILE TO THE TOP OF
 CX1475'THE HILL AND THE STATION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0628 ***********************************************************************
 DR0628  DESIGNATION -  195+00
 DR0628  PID         -  DR0628
 DR0628  STATE/COUNTY-  NM/LINCOLN
 DR0628  USGS QUAD   -  RUIDOSO DOWNS (1963)
 DR0628
 DR0628                         *CURRENT SURVEY CONTROL
 DR0628  ___________________________________________________________________
 DR0628* NAD 83(1986)-  33 19 52.     (N)    105 35 49.     (W)     SCALED    
 DR0628* NAVD 88     -      1954.976  (meters)    6413.95   (feet)  ADJUSTED  
 DR0628  ___________________________________________________________________
 DR0628  GEOID HEIGHT-         -19.54  (meters)                     GEOID03
 DR0628  DYNAMIC HT  -        1952.012 (meters)    6404.23  (feet)  COMP
 DR0628  MODELED GRAV-     979,050.4   (mgal)                       NAVD 88
 DR0628
 DR0628  VERT ORDER  -  FIRST     CLASS II
 DR0628
 DR0628.The horizontal coordinates were scaled from a topographic map and have
 DR0628.an estimated accuracy of +/- 6 seconds.
 DR0628
 DR0628.The orthometric height was determined by differential leveling
 DR0628.and adjusted by the National Geodetic Survey in June 1991..
 DR0628
 DR0628.The geoid height was determined by GEOID03.
 DR0628
 DR0628.The dynamic height is computed by dividing the NAVD 88
 DR0628.geopotential number by the normal gravity value computed on the
 DR0628.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0628.degrees latitude (g = 980.6199 gals.).
 DR0628
 DR0628.The modeled gravity was interpolated from observed gravity values.
 DR0628
 DR0628;                    North         East    Units  Estimated Accuracy
 DR0628;SPC NM C     -   258,660.      560,800.      MT  (+/- 180 meters Scaled)
 DR0628
 DR0628                          SUPERSEDED SURVEY CONTROL
 DR0628
 DR0628  NGVD 29 (??/??/92) 1954.250  (m)         6411.57   (f) ADJ UNCH    1 2
 DR0628
 DR0628.Superseded values are not recommended for survey control.
 DR0628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0628.See file dsdata.txt to determine how the superseded data were derived.
 DR0628
 DR0628_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDS444881(NAD 83)
 DR0628_MARKER: DD = SURVEY DISK
 DR0628_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DR0628_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DR0628_STAMPING: 195+00
 DR0628_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR0628
 DR0628  HISTORY     - Date     Condition        Report By
 DR0628  HISTORY     - UNK      MONUMENTED       BPR
 DR0628  HISTORY     - 1944     GOOD             NGS
 DR0628  HISTORY     - 1963     MARK NOT FOUND   USGS
 DR0628
 DR0628                          STATION DESCRIPTION
 DR0628
 DR0628'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 DR0628'18.5 MI NE FROM MESCALERO.
 DR0628'IN LINCOLN COUNTY, 18.5 MILES NORTHEAST ALONG U.S. HIGHWAY 70 FROM
 DR0628'MESCALERO, OTERO COUNTY, 1.7 MILES NORTHEAST OF THE POST OFFICE AT
 DR0628'HOLLYWOOD, LINCOLN COUNTY, AT STATION 195+00, 40 FEET SOUTH OF STATION
 DR0628'189+00 (U.S.P.R.A. LOCATION SURVEY), 45 FEET NORTH OF THE CENTERLINE
 DR0628'OF THE HIGHWAY, AND AT A FENCE LINE.  A UNITED STATES BUREAU OF PUBLIC
 DR0628'ROADS STANDARD CAP, STAMPED 195+00 AND FASTENED ON THE TOP OF AN IRON
 DR0628'PIPE SET IN CONCRETE.
 DR0628
 DR0628                          STATION RECOVERY (1963)
 DR0628
 DR0628'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 DR0628'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0873 ***********************************************************************
 CX0873  DESIGNATION -  198
 CX0873  PID         -  CX0873
 CX0873  STATE/COUNTY-  NM/LUNA
 CX0873  USGS QUAD   -  HOCKETT (1989)
 CX0873
 CX0873                         *CURRENT SURVEY CONTROL
 CX0873  ___________________________________________________________________
 CX0873* NAD 83(1986)-  32 34 49.     (N)    107 19 55.     (W)     SCALED    
 CX0873* NAVD 88     -      1367.454  (meters)    4486.39   (feet)  POSTED    
 CX0873  ___________________________________________________________________
 CX0873  GEOID HEIGHT-         -23.80  (meters)                     GEOID03
 CX0873  DYNAMIC HT  -        1365.420 (meters)    4479.72  (feet)  COMP
 CX0873  MODELED GRAV-     979,105.7   (mgal)                       NAVD 88
 CX0873
 CX0873  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 CX0873
 CX0873.The horizontal coordinates were scaled from a topographic map and have
 CX0873.an estimated accuracy of +/- 6 seconds.
 CX0873
 CX0873.The orthometric height was determined by differential leveling
 CX0873.and adjusted by the National Geodetic Survey in 1992..
 CX0873.No vertical observational check was made to the station.
 CX0873.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 CX0873.was located on a no-check spur therefore a value was not computed.
 CX0873
 CX0873.The geoid height was determined by GEOID03.
 CX0873
 CX0873.The dynamic height is computed by dividing the NAVD 88
 CX0873.geopotential number by the normal gravity value computed on the
 CX0873.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0873.degrees latitude (g = 980.6199 gals.).
 CX0873
 CX0873.The modeled gravity was interpolated from observed gravity values.
 CX0873
 CX0873;                    North         East    Units  Estimated Accuracy
 CX0873;SPC NM W     -   175,320.      877,070.      MT  (+/- 180 meters Scaled)
 CX0873
 CX0873                          SUPERSEDED SURVEY CONTROL
 CX0873
 CX0873  NGVD 29 (??/??/92) 1366.796  (m)         4484.23   (f) ADJ UNCH    1 2
 CX0873
 CX0873.Superseded values are not recommended for survey control.
 CX0873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0873.See file dsdata.txt to determine how the superseded data were derived.
 CX0873
 CX0873_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBS811071(NAD 83)
 CX0873_MARKER: DD = SURVEY DISK
 CX0873_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CX0873_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CX0873_STAMPING: 198
 CX0873_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX0873
 CX0873  HISTORY     - Date     Condition        Report By
 CX0873  HISTORY     - UNK      MONUMENTED       USGS
 CX0873  HISTORY     - 1952     GOOD             NGS
 CX0873
 CX0873                          STATION DESCRIPTION
 CX0873
 CX0873'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CX0873'12.55 MI SW FROM HATCH.
 CX0873'1.15 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD FROM
 CX0873'THE STATION AT HATCH, THENCE 7.15 MILES SOUTHWEST ALONG STATE HIGHWAY
 CX0873'26, THENCE 0.75 MILE SOUTHEAST ALONG A GRAVELED ROAD, THENCE 3.5 MILES
 CX0873'SOUTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD, 6.3 FEET
 CX0873'NORTH OF MILEPOST 1097, 34.5 FEET NORTHWEST OF THE NORTHWEST RAIL, 102
 CX0873'FEET SOUTHEAST OF THE CENTER LINE OF A TRACK ROAD, 3.4 FEET SOUTHEAST
 CX0873'OF A FENCE, 2.2 FEET NORTHWEST OF A WITNESS POST, RIVETED ON THE TOP
 CX0873'OF A 3 1/2 INCH IRON PIPE WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0354 ***********************************************************************
 GN0354  DESIGNATION -  199
 GN0354  PID         -  GN0354
 GN0354  STATE/COUNTY-  NM/SAN JUAN
 GN0354  USGS QUAD   -  CEDAR HILL (1985)
 GN0354
 GN0354                         *CURRENT SURVEY CONTROL
 GN0354  ___________________________________________________________________
 GN0354* NAD 83(1986)-  36 53 26.     (N)    107 55 47.     (W)     SCALED    
 GN0354* NAVD 88     -      1765.528  (meters)    5792.40   (feet)  POSTED    
 GN0354  ___________________________________________________________________
 GN0354  GEOID HEIGHT-         -20.62  (meters)                     GEOID03
 GN0354  DYNAMIC HT  -        1763.300 (meters)    5785.09  (feet)  COMP
 GN0354  MODELED GRAV-     979,306.7   (mgal)                       NAVD 88
 GN0354
 GN0354  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 GN0354
 GN0354.The horizontal coordinates were scaled from a topographic map and have
 GN0354.an estimated accuracy of +/- 6 seconds.
 GN0354
 GN0354.The orthometric height was determined by differential leveling
 GN0354.and adjusted by the National Geodetic Survey in 1992..
 GN0354.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 GN0354.rate of 2.1 thru 3.0 mm/km.
 GN0354
 GN0354.The geoid height was determined by GEOID03.
 GN0354
 GN0354.The dynamic height is computed by dividing the NAVD 88
 GN0354.geopotential number by the normal gravity value computed on the
 GN0354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GN0354.degrees latitude (g = 980.6199 gals.).
 GN0354
 GN0354.The modeled gravity was interpolated from observed gravity values.
 GN0354
 GN0354;                    North         East    Units  Estimated Accuracy
 GN0354;SPC NM W     -   653,340.      821,410.      MT  (+/- 180 meters Scaled)
 GN0354
 GN0354                          SUPERSEDED SURVEY CONTROL
 GN0354
 GN0354  NGVD 29 (??/??/92) 1764.472  (m)         5788.94   (f) ADJ UNCH    1 2
 GN0354
 GN0354.Superseded values are not recommended for survey control.
 GN0354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0354.See file dsdata.txt to determine how the superseded data were derived.
 GN0354
 GN0354_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBA389867(NAD 83)
 GN0354_MARKER: P = PIPE CAP
 GN0354_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GN0354_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GN0354_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GN0354
 GN0354  HISTORY     - Date     Condition        Report By
 GN0354  HISTORY     - UNK      MONUMENTED       USGS
 GN0354  HISTORY     - 1928     GOOD             NGS
 GN0354  HISTORY     - 1956     MARK NOT FOUND
 GN0354
 GN0354                          STATION DESCRIPTION
 GN0354
 GN0354'DESCRIBED BY NATIONAL GEODETIC SURVEY 1928
 GN0354'5.8 MI NE FROM AZTEC.
 GN0354'AT INCA RAILROAD SIDING, 100 FT. WEST OF MILEPOST NO. D-476.
 GN0354
 GN0354                          STATION RECOVERY (1956)
 GN0354
 GN0354'RECOVERED 1956
 GN0354'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0876 ***********************************************************************
 CX0876  DESIGNATION -  2
 CX0876  PID         -  CX0876
 CX0876  STATE/COUNTY-  NM/LUNA
 CX0876  USGS QUAD   -  HOCKETT (1989)
 CX0876
 CX0876                         *CURRENT SURVEY CONTROL
 CX0876  ___________________________________________________________________
 CX0876* NAD 83(1986)-  32 35 57.     (N)    107 19 57.     (W)     SCALED    
 CX0876* NAVD 88     -      1370.208  (meters)    4495.42   (feet)  POSTED    
 CX0876  ___________________________________________________________________
 CX0876  GEOID HEIGHT-         -23.79  (meters)                     GEOID03
 CX0876  DYNAMIC HT  -        1368.180 (meters)    4488.77  (feet)  COMP
 CX0876  MODELED GRAV-     979,108.8   (mgal)                       NAVD 88
 CX0876
 CX0876  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 CX0876
 CX0876.The horizontal coordinates were scaled from a topographic map and have
 CX0876.an estimated accuracy of +/- 6 seconds.
 CX0876
 CX0876.The orthometric height was determined by differential leveling
 CX0876.and adjusted by the National Geodetic Survey in 1992..
 CX0876.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 CX0876.rate of 0.0 thru 1.0 mm/km.
 CX0876
 CX0876.The geoid height was determined by GEOID03.
 CX0876
 CX0876.The dynamic height is computed by dividing the NAVD 88
 CX0876.geopotential number by the normal gravity value computed on the
 CX0876.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0876.degrees latitude (g = 980.6199 gals.).
 CX0876
 CX0876.The modeled gravity was interpolated from observed gravity values.
 CX0876
 CX0876;                    North         East    Units  Estimated Accuracy
 CX0876;SPC NM W     -   177,420.      877,010.      MT  (+/- 180 meters Scaled)
 CX0876
 CX0876                          SUPERSEDED SURVEY CONTROL
 CX0876
 CX0876  NGVD 29 (??/??/92) 1369.554  (m)         4493.28   (f) ADJ UNCH    1 2
 CX0876
 CX0876.Superseded values are not recommended for survey control.
 CX0876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0876.See file dsdata.txt to determine how the superseded data were derived.
 CX0876
 CX0876_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBS811092(NAD 83)
 CX0876_MARKER: DB = BENCH MARK DISK
 CX0876_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX0876_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CX0876_STAMPING: 2 1952
 CX0876_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX0876+STABILITY: SURFACE MOTION
 CX0876
 CX0876  HISTORY     - Date     Condition        Report By
 CX0876  HISTORY     - 1952     MONUMENTED       NMGS
 CX0876  HISTORY     - 1980     MARK NOT FOUND   NGS
 CX0876  HISTORY     - 19860109 MARK NOT FOUND   USGS
 CX0876
 CX0876                          STATION DESCRIPTION
 CX0876
 CX0876'DESCRIBED BY NEW MEXICO GEODETIC SURVEY 1952
 CX0876'7.55 MI NE FROM NUTT.
 CX0876'0.15 MILE WEST ALONG A SIDE TRACK FROM THE ATCHISON, TOPEKA AND SANTA
 CX0876'FE RAILROAD STATION SIGN AT NUTT, THENCE 7.4 MILES NORTHEAST ALONG
 CX0876'STATE HIGHWAY 26, 97.5 FEET NORTHWEST OF THE CENTER LINE OF THE
 CX0876'HIGHWAY, 2.2 FEET SOUTHEAST OF A FENCE, 2.4 FEET SOUTHWEST OF A
 CX0876'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3
 CX0876'FOOT ABOVE THE GROUND.
 CX0876
 CX0876                          STATION RECOVERY (1980)
 CX0876
 CX0876'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CX0876'MARK SEARCHED FOR BUT NOT FOUND, RECENT GRADING AT DESCRIPTION SITE.
 CX0876
 CX0876                          STATION RECOVERY (1986)
 CX0876
 CX0876'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986 (DJW)
 CX0876'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0080 ***********************************************************************
 CY0080  DESIGNATION -  2
 CY0080  PID         -  CY0080
 CY0080  STATE/COUNTY-  NM/GRANT
 CY0080  USGS QUAD   -  FORT BAYARD (1992)
 CY0080
 CY0080                         *CURRENT SURVEY CONTROL
 CY0080  ___________________________________________________________________
 CY0080* NAD 83(1986)-  32 47 21.     (N)    108 09 23.     (W)     SCALED    
 CY0080* NAVD 88     -      1849.962  (meters)    6069.42   (feet)  ADJUSTED  
 CY0080  ___________________________________________________________________
 CY0080  GEOID HEIGHT-         -23.47  (meters)                     GEOID03
 CY0080  DYNAMIC HT  -        1847.062 (meters)    6059.90  (feet)  COMP
 CY0080  MODELED GRAV-     979,004.3   (mgal)                       NAVD 88
 CY0080
 CY0080  VERT ORDER  -  FIRST     CLASS II
 CY0080
 CY0080.The horizontal coordinates were scaled from a topographic map and have
 CY0080.an estimated accuracy of +/- 6 seconds.
 CY0080
 CY0080.The orthometric height was determined by differential leveling
 CY0080.and adjusted by the National Geodetic Survey in June 1991..
 CY0080
 CY0080.The geoid height was determined by GEOID03.
 CY0080
 CY0080.The dynamic height is computed by dividing the NAVD 88
 CY0080.geopotential number by the normal gravity value computed on the
 CY0080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0080.degrees latitude (g = 980.6199 gals.).
 CY0080
 CY0080.The modeled gravity was interpolated from observed gravity values.
 CY0080
 CY0080;                    North         East    Units  Estimated Accuracy
 CY0080;SPC NM W     -   198,420.      799,740.      MT  (+/- 180 meters Scaled)
 CY0080
 CY0080                          SUPERSEDED SURVEY CONTROL
 CY0080
 CY0080  NGVD 29 (??/??/92) 1849.093  (m)         6066.57   (f) ADJ UNCH    1 2
 CY0080
 CY0080.Superseded values are not recommended for survey control.
 CY0080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0080.See file dsdata.txt to determine how the superseded data were derived.
 CY0080
 CY0080_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYB663314(NAD 83)
 CY0080_MARKER: DB = BENCH MARK DISK
 CY0080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0080_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0080_STAMPING: G. CO. N M 2
 CY0080_PROJECTION: PROJECTING 56 CENTIMETERS
 CY0080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0080+STABILITY: SURFACE MOTION
 CY0080
 CY0080  HISTORY     - Date     Condition        Report By
 CY0080  HISTORY     - UNK      MONUMENTED       NMGS
 CY0080  HISTORY     - 1953     GOOD             NGS
 CY0080  HISTORY     - 1980     GOOD             NGS
 CY0080
 CY0080                          STATION DESCRIPTION
 CY0080
 CY0080'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CY0080'1.0 MI NW FROM CENTRAL.
 CY0080'1.0 MILE NORTHWEST ALONG AN ASPHALT ROAD FROM THE POST OFFICE AT
 CY0080'CENTRAL, 72 FEET NORTHWEST OF THE CENTER LINE OF THE MAIN ENTRANCE TO
 CY0080'FT. BAYARD, 43 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 16 FEET
 CY0080'NORTHEAST OF THE NORTHWEST END OF A ROCK WALL, 3.0 FEET NORTHEAST OF A
 CY0080'WITNESS POST, ABOUT 1 FOOT LOWER THAN THE ROAD, AND SET IN THE TOP OF
 CY0080'A CONCRETE POST PROJECTING 1.8 FEET ABOVE THE GROUND.
 CY0080
 CY0080                          STATION RECOVERY (1980)
 CY0080
 CY0080'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CY0080'1.1 KILOMETERS (0.7 MILE) NORTH ALONG HUDSON STREET (STATE HIGHWAY 90)
 CY0080'FROM THE POST OFFICE IN SILVER CITY, THENCE 11.0 KILOMETERS (6.8
 CY0080'MILES) SOUTHEAST ALONG U.S. HIGHWAY 180, THENCE 0.8 KILOMETER (0.5
 CY0080'MILE) NORTHWEST ALONG A PAVED ROAD (OLD U.S HIGHWAY 180), AT THE
 CY0080'MAIN ENTRANCE TO FORT BAYARD, 21.9 METERS (72.0 FEET) NORTHEAST OF THE
 CY0080'CENTERLINE OF THE MAIN ENTRANCE, 13.1 METERS (43.0 FEET) NORTHEAST OF
 CY0080'THE CENTERLINE OF THE ROAD AND 4.9 METERS (16.0 FEET) NORTHEAST OF
 CY0080'THE NORTHEAST OF THE NORTHWEST END OF A ROCK WALL. THIS MARK
 CY0080'IS THE FORT BAYARD STATION AZIMUTH MARK.
 CY0080'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0670 ***********************************************************************
 EQ0670  DESIGNATION -  2
 EQ0670  PID         -  EQ0670
 EQ0670  STATE/COUNTY-  NM/BERNALILLO
 EQ0670  USGS QUAD   -  ISLETA (1991)
 EQ0670
 EQ0670                         *CURRENT SURVEY CONTROL
 EQ0670  ___________________________________________________________________
 EQ0670* NAD 83(1986)-  34 55 43.     (N)    106 40 55.     (W)     SCALED    
 EQ0670* NAVD 88     -      1493.227  (meters)    4899.03   (feet)  ADJUSTED  
 EQ0670  ___________________________________________________________________
 EQ0670  GEOID HEIGHT-         -21.52  (meters)                     GEOID03
 EQ0670  DYNAMIC HT  -        1491.184 (meters)    4892.33  (feet)  COMP
 EQ0670  MODELED GRAV-     979,215.1   (mgal)                       NAVD 88
 EQ0670
 EQ0670  VERT ORDER  -  FIRST     CLASS II
 EQ0670
 EQ0670.The horizontal coordinates were scaled from a topographic map and have
 EQ0670.an estimated accuracy of +/- 6 seconds.
 EQ0670
 EQ0670.The orthometric height was determined by differential leveling
 EQ0670.and adjusted by the National Geodetic Survey in June 1991..
 EQ0670
 EQ0670.The geoid height was determined by GEOID03.
 EQ0670
 EQ0670.The dynamic height is computed by dividing the NAVD 88
 EQ0670.geopotential number by the normal gravity value computed on the
 EQ0670.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0670.degrees latitude (g = 980.6199 gals.).
 EQ0670
 EQ0670.The modeled gravity was interpolated from observed gravity values.
 EQ0670
 EQ0670;                    North         East    Units  Estimated Accuracy
 EQ0670;SPC NM C     -   435,740.      460,540.      MT  (+/- 180 meters Scaled)
 EQ0670
 EQ0670                          SUPERSEDED SURVEY CONTROL
 EQ0670
 EQ0670  NGVD 29 (??/??/92) 1492.443  (m)         4896.46   (f) ADJ UNCH    1 2
 EQ0670
 EQ0670.Superseded values are not recommended for survey control.
 EQ0670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0670.See file dsdata.txt to determine how the superseded data were derived.
 EQ0670
 EQ0670_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU463664(NAD 83)
 EQ0670_MARKER: DB = BENCH MARK DISK
 EQ0670_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 EQ0670_SP_SET: ABUTMENT
 EQ0670_STAMPING: 4896.43 2 1952
 EQ0670_MARK LOGO: USE   
 EQ0670_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EQ0670
 EQ0670  HISTORY     - Date     Condition        Report By
 EQ0670  HISTORY     - 1952     MONUMENTED       USE
 EQ0670  HISTORY     - 1982     GOOD             NGS
 EQ0670
 EQ0670                          STATION DESCRIPTION
 EQ0670
 EQ0670'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 EQ0670'17.7 KM (11.0 MI) SOUTH FROM ALBUQUERQUE.
 EQ0670'17.7 KM (11.0 MI) SOUTHERLY ALONG THE SANTA FE RAILROAD FROM THE
 EQ0670'RAILROAD STATION IN ALBUQUERQUE, 0.4 KM (0.25 MI) SOUTHEAST OF
 EQ0670'MILEPOST 913, IN TOP OF AND 0.3 METER (0.1 FT) SOUTHEAST OF THE
 EQ0670'NORTHWEST END OF THE SOUTHWEST CONCRETE ABUTMENT OF A RAILROAD BRIDGE
 EQ0670'OVER THE RIO GRANDE RIVER, 2.7 METERS (8.9 FT) NORTHWEST OF THE NEAR
 EQ0670'RAIL.
 EQ0670'THE MARK IS 2.4 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0369 ***********************************************************************
 FO0369  DESIGNATION -  2
 FO0369  PID         -  FO0369
 FO0369  STATE/COUNTY-  NM/BERNALILLO
 FO0369  USGS QUAD   -  ALBUQUERQUE EAST (1990)
 FO0369
 FO0369                         *CURRENT SURVEY CONTROL
 FO0369  ___________________________________________________________________
 FO0369* NAD 83(1986)-  35 04 27.     (N)    106 33 15.     (W)     SCALED    
 FO0369* NAVD 88     -      1638.531  (meters)    5375.75   (feet)  ADJUSTED  
 FO0369  ___________________________________________________________________
 FO0369  GEOID HEIGHT-         -20.80  (meters)                     GEOID03
 FO0369  DYNAMIC HT  -        1636.285 (meters)    5368.38  (feet)  COMP
 FO0369  MODELED GRAV-     979,206.2   (mgal)                       NAVD 88
 FO0369
 FO0369  VERT ORDER  -  FIRST     CLASS II
 FO0369
 FO0369.The horizontal coordinates were scaled from a topographic map and have
 FO0369.an estimated accuracy of +/- 6 seconds.
 FO0369
 FO0369.The orthometric height was determined by differential leveling
 FO0369.and adjusted by the National Geodetic Survey in June 1991..
 FO0369
 FO0369.The geoid height was determined by GEOID03.
 FO0369
 FO0369.The dynamic height is computed by dividing the NAVD 88
 FO0369.geopotential number by the normal gravity value computed on the
 FO0369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0369.degrees latitude (g = 980.6199 gals.).
 FO0369
 FO0369.The modeled gravity was interpolated from observed gravity values.
 FO0369
 FO0369;                    North         East    Units  Estimated Accuracy
 FO0369;SPC NM C     -   451,840.      472,260.      MT  (+/- 180 meters Scaled)
 FO0369
 FO0369                          SUPERSEDED SURVEY CONTROL
 FO0369
 FO0369  NGVD 29 (??/??/92) 1637.707  (m)         5373.04   (f) ADJ UNCH    1 2
 FO0369
 FO0369.Superseded values are not recommended for survey control.
 FO0369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0369.See file dsdata.txt to determine how the superseded data were derived.
 FO0369
 FO0369_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU583823(NAD 83)
 FO0369_MARKER: DD = SURVEY DISK
 FO0369_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FO0369_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FO0369_STAMPING: NM BER ELEV 2 5373 1934
 FO0369_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO0369+STABILITY: SURFACE MOTION
 FO0369
 FO0369  HISTORY     - Date     Condition        Report By
 FO0369  HISTORY     - 1934     MONUMENTED       USFS
 FO0369  HISTORY     - 1951     GOOD             NGS
 FO0369  HISTORY     - 20030805 MARK NOT FOUND   USPSQD
 FO0369
 FO0369                          STATION DESCRIPTION
 FO0369
 FO0369'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 FO0369'4.6 MI E FROM ALBUQUERQUE.
 FO0369'4.6 MILES EAST ALONG EAST CENTRAL AVENUE FROM THE EAST CENTRAL AVENUE
 FO0369'VIADUCT AT ALBUQUERQUE, BETWEEN SOUTH TEXAS STREET AND SOUTH UTAH
 FO0369'STREET.  223 FEET EAST OF THE NORTHEAST CORNER OF THE E1 JARDINE
 FO0369'LODGE, 87 FEET SOUTH OF THE CENTER LINE OF EAST CENTRAL AVENUE, 72
 FO0369'FEET SOUTHEAST OF A POWER POLE, SET IN THE TOP OF A CONCRETE POST
 FO0369'WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 FO0369
 FO0369                          STATION RECOVERY (2003)
 FO0369
 FO0369'RECOVERY NOTE BY US POWER SQUADRON 2003 (AFA)
 FO0369'EL JARDINE LODGE IS GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0266 ***********************************************************************
 FO0266  DESIGNATION -  2
 FO0266  PID         -  FO0266
 FO0266  STATE/COUNTY-  NM/SANDOVAL
 FO0266  USGS QUAD   -  BERNALILLO (1990)
 FO0266
 FO0266                         *CURRENT SURVEY CONTROL
 FO0266  ___________________________________________________________________
 FO0266* NAD 83(1986)-  35 15 05.0    (N)    106 34 38.6    (W)     HD_HELD2  
 FO0266* NAVD 88     -      1531.747  (meters)    5025.41   (feet)  ADJUSTED  
 FO0266  ___________________________________________________________________
 FO0266  GEOID HEIGHT-         -20.87  (meters)                     GEOID03
 FO0266  DYNAMIC HT  -        1529.690 (meters)    5018.66  (feet)  COMP
 FO0266  MODELED GRAV-     979,237.8   (mgal)                       NAVD 88
 FO0266
 FO0266  VERT ORDER  -  FIRST     CLASS II
 FO0266
 FO0266.The horizontal coordinates were established by autonomous hand held GPS
 FO0266.observations and have an estimated accuracy of +/- 10 meters.
 FO0266
 FO0266.The orthometric height was determined by differential leveling
 FO0266.and adjusted by the National Geodetic Survey in June 1991..
 FO0266.WARNING-Repeat measurements at this control monument indicate possible
 FO0266.vertical movement.
 FO0266
 FO0266.The geoid height was determined by GEOID03.
 FO0266
 FO0266.The dynamic height is computed by dividing the NAVD 88
 FO0266.geopotential number by the normal gravity value computed on the
 FO0266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0266.degrees latitude (g = 980.6199 gals.).
 FO0266
 FO0266.The modeled gravity was interpolated from observed gravity values.
 FO0266
 FO0266;                    North         East    Units  Estimated Accuracy
 FO0266;SPC NM C     -   471,510.      470,208.      MT  (+/- 10 meters HH2 GPS)
 FO0266
 FO0266                          SUPERSEDED SURVEY CONTROL
 FO0266
 FO0266.No superseded survey control is available for this station.
 FO0266
 FO0266_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV5649602062(NAD 83)
 FO0266_MARKER: DD = SURVEY DISK
 FO0266_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FO0266_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FO0266_STAMPING: 2 890 ALB
 FO0266_MARK LOGO: USE   
 FO0266_PROJECTION: PROJECTING 10 CENTIMETERS
 FO0266_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO0266+STABILITY: SURFACE MOTION
 FO0266_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FO0266+SATELLITE: SATELLITE OBSERVATIONS - October 25, 2004
 FO0266
 FO0266  HISTORY     - Date     Condition        Report By
 FO0266  HISTORY     - UNK      MONUMENTED       USE
 FO0266  HISTORY     - 1951     GOOD             NGS
 FO0266  HISTORY     - 1984     GOOD             NGS
 FO0266  HISTORY     - 20041025 GOOD             NGS
 FO0266
 FO0266                          STATION DESCRIPTION
 FO0266
 FO0266'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 FO0266'3.85 MI SW FROM BERNALILLO.
 FO0266'3.85 MILES SOUTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 FO0266'FROM THE STATION AT BERNALILLO, 72 FEET NORTHWEST OF MILEPOST 890,
 FO0266'66.5 FEET EAST OF THE CENTER LINE OF U.S. HIGHWAY 85, 41 FEET
 FO0266'SOUTHWEST OF THE CENTER OF A GRAVELED ROAD CROSSING, 31.6 FEET EAST OF
 FO0266'BENCH MARK W 26, 11.9 FEET WEST OF THE WEST RAIL, 1.5 FEET NORTH OF A
 FO0266'FENCE, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE
 FO0266'THE GROUND.
 FO0266
 FO0266                          STATION RECOVERY (1984)
 FO0266
 FO0266'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FO0266'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  8.0 KM
 FO0266'(4.95 MI) SOUTHWESTERLY ALONG THE ATCHISON TOPEKA AND SANTA FE
 FO0266'RAILROAD FROM ITS JUNCTION WITH STATE HIGHWAY 44 IN BERNALILLO, 20.3 M
 FO0266'(66.6 FT) SOUTHEAST OF THE CENTERLINE OF U.S. HIGHWAY 85, 12.5 M
 FO0266'(41.0 FT) SOUTHWEST OF THE CENTER OF A PAVED ROAD LEADING SOUTHEAST,
 FO0266'3.6 M (11.8 FT) NORTHWEST OF THE NEAR RAIL, AND 1.2 M (3.9 FT) WEST OF
 FO0266'MILEPOST 890.  NOTE--THE DISK IS STAMPED 2 890 ALB EL 5022.76 1950.
 FO0266'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 FO0266'THE MARK IS 0.6 M BELOW THE TRACKS.
 FO0266
 FO0266                          STATION RECOVERY (2004)
 FO0266
 FO0266'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (DRD)
 FO0266'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0136 ***********************************************************************
 FO0136  DESIGNATION -  2
 FO0136  PID         -  FO0136
 FO0136  STATE/COUNTY-  NM/SANDOVAL
 FO0136  USGS QUAD   -  SAN FELIPE PUEBLO (1990)
 FO0136
 FO0136                         *CURRENT SURVEY CONTROL
 FO0136  ___________________________________________________________________
 FO0136* NAD 83(1986)-  35 25 20.     (N)    106 26 50.     (W)     SCALED    
 FO0136* NAVD 88     -      1561.203  (meters)    5122.05   (feet)  ADJUSTED  
 FO0136  ___________________________________________________________________
 FO0136  GEOID HEIGHT-         -20.72  (meters)                     GEOID03
 FO0136  DYNAMIC HT  -        1559.075 (meters)    5115.07  (feet)  COMP
 FO0136  MODELED GRAV-     979,217.1   (mgal)                       NAVD 88
 FO0136
 FO0136  VERT ORDER  -  FIRST     CLASS II
 FO0136
 FO0136.The horizontal coordinates were scaled from a topographic map and have
 FO0136.an estimated accuracy of +/- 6 seconds.
 FO0136
 FO0136.The orthometric height was determined by differential leveling
 FO0136.and adjusted by the National Geodetic Survey in June 1991..
 FO0136
 FO0136.The geoid height was determined by GEOID03.
 FO0136
 FO0136.The dynamic height is computed by dividing the NAVD 88
 FO0136.geopotential number by the normal gravity value computed on the
 FO0136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0136.degrees latitude (g = 980.6199 gals.).
 FO0136
 FO0136.The modeled gravity was interpolated from observed gravity values.
 FO0136
 FO0136;                    North         East    Units  Estimated Accuracy
 FO0136;SPC NM C     -   490,430.      482,090.      MT  (+/- 180 meters Scaled)
 FO0136
 FO0136                          SUPERSEDED SURVEY CONTROL
 FO0136
 FO0136.No superseded survey control is available for this station.
 FO0136
 FO0136_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV686208(NAD 83)
 FO0136_MARKER: DD = SURVEY DISK
 FO0136_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 FO0136_MARK LOGO: MRGCD 
 FO0136_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO0136+STABILITY: SURFACE MOTION
 FO0136
 FO0136  HISTORY     - Date     Condition        Report By
 FO0136  HISTORY     - UNK      MONUMENTED       MRGCD
 FO0136  HISTORY     - 1951     GOOD             NGS
 FO0136  HISTORY     - 1984     GOOD             NGS
 FO0136
 FO0136                          STATION DESCRIPTION
 FO0136
 FO0136'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 FO0136'10.5 MI SW FROM DOMINGO.
 FO0136'10.5 MILES SOUTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 FO0136'FROM THE STATION AT DOMINGO, 0.2 MILE NORTHEAST OF MILEPOST 876, 70
 FO0136'FEET WEST OF THE WEST RAIL, 27 FEET WEST OF A FENCE, SET IN THE TOP OF
 FO0136'THE NORTH END OF THE CONCRETE SUPPORT OF AN IRRIGATION GATE.
 FO0136
 FO0136                          STATION RECOVERY (1984)
 FO0136
 FO0136'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FO0136'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  14.8 KM
 FO0136'(9.2 MI) NORTHEAST ALONG THE ATCHISON TOPEKA AND SANTA FE RAILROAD
 FO0136'FROM ITS JUNCTION WITH STATE HIGHWAY 44 IN BERNALILLO.  NOTE--THE DISK
 FO0136'IS STAMPED 5119.094.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0692 ***********************************************************************
 DT0692  DESIGNATION -  2
 DT0692  PID         -  DT0692
 DT0692  STATE/COUNTY-  NM/GRANT
 DT0692  USGS QUAD   -  CANTEEN CANYON (1965)
 DT0692
 DT0692                         *CURRENT SURVEY CONTROL
 DT0692  ___________________________________________________________________
 DT0692* NAD 83(1992)-  33 04 06.63541(N)    108 32 18.81981(W)     ADJUSTED  
 DT0692* NAVD 88     -      1660.39   (+/-2cm)    5447.5    (feet)  VERTCON   
 DT0692  ___________________________________________________________________
 DT0692  LAPLACE CORR-           6.10  (seconds)                    DEFLEC99
 DT0692  GEOID HEIGHT-         -23.95  (meters)                     GEOID03
 DT0692
 DT0692  HORZ ORDER  -  SECOND
 DT0692  VERT ORDER  -  THIRD ? (See Below)
 DT0692
 DT0692.The horizontal coordinates were established by classical geodetic methods
 DT0692.and adjusted by the National Geodetic Survey in December 1993..
 DT0692
 DT0692.The NAVD 88 height was computed by applying the VERTCON shift value to
 DT0692.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DT0692.The vertical order pertains to the NGVD 29 superseded value.
 DT0692
 DT0692.The Laplace correction was computed from DEFLEC99 derived deflections.
 DT0692
 DT0692.The geoid height was determined by GEOID03.
 DT0692
 DT0692;                    North         East     Units Scale Factor Converg.
 DT0692;SPC NM W     -   229,573.826   764,149.994   MT  0.99997011   -0 23 05.3
 DT0692;SPC NM W     -   753,193.46  2,507,048.77   sFT  0.99997011   -0 23 05.3
 DT0692;UTM  12      - 3,661,576.218   729,788.317   MT  1.00025109   +1 20 37.1
 DT0692
 DT0692!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DT0692!SPC NM W     -   0.99974314  x   0.99997011  =   0.99971326
 DT0692!UTM  12      -   0.99974314  x   1.00025109  =   0.99999417
 DT0692
 DT0692:                Primary Azimuth Mark                     Grid Az
 DT0692:SPC NM W     -  TELEPHONE                                168 07 46.9
 DT0692:UTM  12      -  TELEPHONE                                166 24 04.5
 DT0692
 DT0692|---------------------------------------------------------------------|
 DT0692| PID    Reference Object                     Distance      Geod. Az  |
 DT0692|                                                           dddmmss.s |
 DT0692| CY1068 TELEPHONE                           APPROX.13.2 KM 1674441.6 |
 DT0692| CD1597 2 RM 1                               11.128 METERS 21740     |
 DT0692| CD1598 2 RM 2                               14.144 METERS 26415     |
 DT0692|---------------------------------------------------------------------|
 DT0692
 DT0692                          SUPERSEDED SURVEY CONTROL
 DT0692
 DT0692  NAD 83(1992)-  33 04 06.63641(N)    108 32 18.81873(W) AD(       ) 2
 DT0692  NAD 83(1986)-  33 04 06.63301(N)    108 32 18.81896(W) AD(       ) 2
 DT0692  NAD 27      -  33 04 06.39120(N)    108 32 16.63022(W) AD(       ) 2
 DT0692  NGVD 29 (07/19/86) 1659.54   (m)         5444.7    (f) LEVELING    3  
 DT0692
 DT0692.Superseded values are not recommended for survey control.
 DT0692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0692.See file dsdata.txt to determine how the superseded data were derived.
 DT0692
 DT0692_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYB2978861576(NAD 83)
 DT0692_MARKER: DD = SURVEY DISK
 DT0692_SETTING: 66 = SET IN ROCK OUTCROP
 DT0692
 DT0692  HISTORY     - Date     Condition        Report By
 DT0692  HISTORY     - 1966     MONUMENTED       BOR
 DT0692
 DT0692                          STATION DESCRIPTION
 DT0692
 DT0692'DESCRIBED BY US BUREAU OF RECLAMATION 1966 (JWC)
 DT0692'THE STATION IS ABOUT 26 MILES NORTH-NORTHWEST OF SILVER CITY,
 DT0692'8-1/2 MILES NORTHEAST OF CLIFF, ABOUT 1/4 MILE SOUTHWEST AND
 DT0692'ABOUT 500 FEET LOWER IN ELEVATION THAN THE HIGHEST POINT IN
 DT0692'THE IMMEDIATE VICINITY, ON A ROCKY POINT THAT APPEARS TO BE
 DT0692'DETACHED FROM THE RIM OF THE MESA, AND ON THE FIRST ROCKY
 DT0692'POINT TO THE NORTH OF THE GILA RIVER AT A POINT WHERE THE RIVER
 DT0692'TURNS SOUTHWARD.  THE PROPERTY IS OWNED BY MR. SHELLY.
 DT0692'
 DT0692'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 180
 DT0692'AND STATE ROUTE 211 IN CLIFF, GO EASTERLY ON STATE ROUTE 211 FOR
 DT0692'1.0 MILE TO A FORK.  TAKE THE LEFT FORK AND GO NORTHEAST ON
 DT0692'PAVED ROAD FOR 4.9 MILES TO THE END OF PAVEMENT.  CONTINUE
 DT0692'NORTHEAST FOR 1.55 MILES TO THE RANCH HOME OF MR. SHELLY ON THE
 DT0692'LEFT.  CONTINUE NORTHERLY FOR 0.7 MILE TO A FORK.  TAKE THE
 DT0692'RIGHT FORK AND GO NORTH FOR 0.15 MILE TO A CROSSROAD AT A
 DT0692'SIGN PRIVATE PROPERTY NO CARS NO CAMPING.  CONTINUE NORTH FOR
 DT0692'0.2 MILE TO A FORK JUST AFTER CROSSING A RIVER.  TAKE THE
 DT0692'LEFT FORK AND GO NORTHWESTERLY ON A TRACK ROAD FOR 0.6 MILE
 DT0692'TO A RIVER CROSSING.  CROSS RIVER AND CONTINUE
 DT0692'NORTHWESTERLY FOR 0.2 MILE TO A SMALL WOODEN BRIDGE.  CROSS
 DT0692'BRIDGE, TURN LEFT, PASS THROUGH TWO WIRE GATES AND GO
 DT0692'NORTHERLY ON A NARROW, BULLDOZED ROAD FOR 1.0 MILE TO A SADDLE
 DT0692'AT THE END OF THE ROAD.  BEAR RIGHT AND GO EASTERLY ALONG THE
 DT0692'SOUTH RIM FOR 0.15 MILE TO A LOWER POINT ON THE RIDGE AND
 DT0692'THE END OF TRUCK TRAVEL.  FROM THE END OF TRUCK TRAVEL, PACK
 DT0692'DOWN HILL EASTERLY, FOR ABOUT 100 YARDS TO THE STATION ON
 DT0692'A ROCKY POINT WHICH OVERLOOKS THE GILA RIVER TO THE
 DT0692'SOUTHEAST.
 DT0692'
 DT0692'STATION MARK IS A BRONZE DISK OF THE U.S. BUREAU OF RECLAMATION,
 DT0692'NOT STAMPED, CEMENTED IN A DRILL HOLE IN A ROCK OUTCROP, THAT
 DT0692'PROJECTS 1 INCH.  IT IS 11 FEET WEST OF A CAIRN THAT IS 2-1/2
 DT0692'FEET HIGH.
 DT0692'
 DT0692'REFERENCE MARK 1 IS A STANDARD DISK STAMPED BM 2 USBR NO 1
 DT0692'1966, CEMENTED IN A DRILL HOLE IN A 1 X 1 FOOT BOULDER THAT
 DT0692'PROJECTS 1 FOOT.  IT IS 45 FEET SOUTHWEST OF THE CAIRN.  THE
 DT0692'DISTANCE FROM THE AXIS OF THE TELESCOPE IS 36.88 FEET OR 11.240
 DT0692'METERS.
 DT0692'
 DT0692'REFERENCE MARK 2 IS A STANDARD DISK STAMPED BM 2 USBR NO 2
 DT0692'1966, CEMENTED IN A DRILL HOLE IN A 2 X 5 FOOT ROCK OUTCROP
 DT0692'THAT PROJECTS 8 INCHES.  IT IS 58 FEET WEST OF THE CAIRN.  THE
 DT0692'DISTANCE FROM THE AXIS OF THE TELESCOPE IS 47.27 FEET OR
 DT0692'14.407 METERS.
 DT0692'
 DT0692'TRIANGULATION STATION GRUNT (USBR) CAN BE USED AS AN AZIMUTH
 DT0692'MARK.
 DT0692'
 DT0692'IMPOSSIBLE TO MEASURE BETWEEN REFERENCE MARKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0271 ***********************************************************************
 CV0271  DESIGNATION -  2 B
 CV0271  PID         -  CV0271
 CV0271  STATE/COUNTY-  NM/LEA
 CV0271  USGS QUAD   -  HUMBLE CITY (1979)
 CV0271
 CV0271                         *CURRENT SURVEY CONTROL
 CV0271  ___________________________________________________________________
 CV0271* NAD 83(1986)-  32 45 29.     (N)    103 13 16.     (W)     SCALED    
 CV0271* NAVD 88     -      1126.719  (meters)    3696.58   (feet)  POSTED    
 CV0271  ___________________________________________________________________
 CV0271  GEOID HEIGHT-         -21.64  (meters)                     GEOID03
 CV0271  DYNAMIC HT  -        1125.200 (meters)    3691.59  (feet)  COMP
 CV0271  MODELED GRAV-     979,248.5   (mgal)                       NAVD 88
 CV0271
 CV0271  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 CV0271
 CV0271.This mark is at Lea Co (HOBBS) Airport (HOB)
 CV0271
 CV0271.The horizontal coordinates were scaled from a topographic map and have
 CV0271.an estimated accuracy of +/- 6 seconds.
 CV0271
 CV0271.The orthometric height was determined by differential leveling
 CV0271.and adjusted by the National Geodetic Survey in 1992..
 CV0271.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 CV0271.rate of 3.1 thru 4.0 mm/km.
 CV0271
 CV0271.The geoid height was determined by GEOID03.
 CV0271
 CV0271.The dynamic height is computed by dividing the NAVD 88
 CV0271.geopotential number by the normal gravity value computed on the
 CV0271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0271.degrees latitude (g = 980.6199 gals.).
 CV0271
 CV0271.The modeled gravity was interpolated from observed gravity values.
 CV0271
 CV0271;                    North         East    Units  Estimated Accuracy
 CV0271;SPC NM E     -   195,470.      269,220.      MT  (+/- 180 meters Scaled)
 CV0271
 CV0271                          SUPERSEDED SURVEY CONTROL
 CV0271
 CV0271  NGVD 29 (??/??/92) 1126.354  (m)         3695.38   (f) ADJ UNCH    1 2
 CV0271
 CV0271.Superseded values are not recommended for survey control.
 CV0271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0271.See file dsdata.txt to determine how the superseded data were derived.
 CV0271
 CV0271_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFS666258(NAD 83)
 CV0271_MARKER: N = NAIL
 CV0271_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CV0271_SP_SET: STREET
 CV0271_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CV0271
 CV0271  HISTORY     - Date     Condition        Report By
 CV0271  HISTORY     - UNK      MONUMENTED       CGS
 CV0271  HISTORY     - 1945     GOOD             NGS
 CV0271
 CV0271                          STATION DESCRIPTION
 CV0271
 CV0271'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 CV0271'6.0 MI N FROM HOBBS.
 CV0271'ABOUT 6.0 MILES NORTH AT THE HOBBS ARMY AIR FIELD.  BM-2B IS SOUTHWEST
 CV0271'OF THE CONTROL TOWER OF THE HOBBS ARMY AIR FIELD.  IT IS A NAIL IN THE
 CV0271'CENTER OF A CHISELED SQUARE, IN THE CENTER OF THE INTERSECTION OF THE
 CV0271'N-S, E-W, AND NE-SW TAXIWAY (T6) OF THE LANDING FIELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1181 ***********************************************************************
 FO1181  DESIGNATION -  2 B18
 FO1181  PID         -  FO1181
 FO1181  STATE/COUNTY-  NM/BERNALILLO
 FO1181  USGS QUAD   -  ALAMEDA (1990)
 FO1181
 FO1181                         *CURRENT SURVEY CONTROL
 FO1181  ___________________________________________________________________
 FO1181* NAD 83(1992)-  35 11 55.43233(N)    106 34 09.07468(W)     ADJUSTED  
 FO1181* NAVD 88     -      1610.5    (meters)    5284.     (feet)  VERTCON   
 FO1181  ___________________________________________________________________
 FO1181  LAPLACE CORR-          10.91  (seconds)                    DEFLEC99
 FO1181  GEOID HEIGHT-         -20.83  (meters)                     GEOID03
 FO1181
 FO1181  HORZ ORDER  -  SECOND
 FO1181
 FO1181.The horizontal coordinates were established by classical geodetic methods
 FO1181.and adjusted by the National Geodetic Survey in December 1993..
 FO1181
 FO1181.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1181.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1181
 FO1181.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1181
 FO1181.The geoid height was determined by GEOID03.
 FO1181
 FO1181;                    North         East     Units Scale Factor Converg.
 FO1181;SPC NM C     -   465,666.393   470,935.445   MT  0.99991041   -0 11 02.3
 FO1181;SPC NM C     - 1,527,773.82  1,545,060.71   sFT  0.99991041   -0 11 02.3
 FO1181;UTM  13      - 3,896,209.680   357,150.071   MT  0.99985149   -0 54 16.8
 FO1181
 FO1181!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1181!SPC NM C     -   0.99975053  x   0.99991041  =   0.99966097
 FO1181!UTM  13      -   0.99975053  x   0.99985149  =   0.99960206
 FO1181
 FO1181:                Primary Azimuth Mark                     Grid Az
 FO1181:SPC NM C     -  T11N R3E SEC 12 MP 1 SPG                 290 34 29.0
 FO1181:UTM  13      -  T11N R3E SEC 12 MP 1 SPG                 291 17 43.5
 FO1181
 FO1181|---------------------------------------------------------------------|
 FO1181| PID    Reference Object                     Distance      Geod. Az  |
 FO1181|                                                           dddmmss.s |
 FO1181| FO1147 T11N R3E SEC 12 MP 1 SPG            APPROX. 1.2 KM 2902326.7 |
 FO1181|---------------------------------------------------------------------|
 FO1181
 FO1181                          SUPERSEDED SURVEY CONTROL
 FO1181
 FO1181  NAD 83(1986)-  35 11 55.43832(N)    106 34 09.07624(W) AD(       ) 2
 FO1181  NAD 27      -  35 11 55.28261(N)    106 34 06.98626(W) AD(       ) 2
 FO1181  NGVD 29 (07/19/86) 1609.7    (m)         5281.     (f) VERT ANG       
 FO1181
 FO1181.Superseded values are not recommended for survey control.
 FO1181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1181.See file dsdata.txt to determine how the superseded data were derived.
 FO1181
 FO1181_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU5715096210(NAD 83)
 FO1181_MARKER: DD = SURVEY DISK
 FO1181_SETTING: 0 = UNSPECIFIED SETTING
 FO1181_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FO1181_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FO1181+SATELLITE: SATELLITE OBSERVATIONS - May 21, 2005
 FO1181
 FO1181  HISTORY     - Date     Condition        Report By
 FO1181  HISTORY     - 1969     MONUMENTED       NM0030
 FO1181  HISTORY     - 20050521 GOOD             GEOCAC
 FO1181
 FO1181                          STATION DESCRIPTION
 FO1181
 FO1181'DESCRIBED BY CITY OF ALBUQUERQUE NEW MEXICO 1969 (LJU)
 FO1181'STATION IS LOCATED 9 MILES N.E. OF DOWNTOWN ALBUQUERQUE ABOUT
 FO1181'0.5 MILES EAST OF INTERSTATE 25 ON THE N.E. CORNER OF CORONADO
 FO1181'AIRPORT.
 FO1181'
 FO1181'TO REACH STATION FROM THE INTERCHANGE AT I-025 AND NMSR 556
 FO1181'GO EAST 0.1 MILES TO EAST FRONTAGE ROAD, TURN RIGHT, SOUTH,
 FO1181'FOR 0.05 MILE TO TRAIL ROAD, TURN LEFT, EAST, FOR 0.4 MILES
 FO1181'ALONG EAST-WEST WIRE FENCE ON SOUTH BOUNDRY OF SANDIA PUEBLO
 FO1181'RESERVATION TO LOUISIANA BLVD., TURN RIGHT, SOUTH, FOR 0.1
 FO1181'MILES TO ELENA DRIVE.  STATION IS LOCATED 100 FT WEST OF
 FO1181'INTERSECTION.
 FO1181'
 FO1181'STATION MARK IS A BRASS CAP SET IN BLOCK OF CONCRETE AND
 FO1181'STAMPED CITY OF ALBUQUERQUE ELEV. -- 2-B18 AND IS LOCATED
 FO1181'4 FT WEST OF 6 IN X 8 IN TIMBER, 150 FT N.W. OF THE N.E. END
 FO1181'OF THE N.E.-S.W. RUNWAY AT CORONADO AIRPORT, 4 IN ABOVE
 FO1181'GROUND.
 FO1181'
 FO1181'EG, CC, S11, T11N-R3E IS A USGLO BRASS CAP IN CONCRETE CYLINDER
 FO1181'STAMPED EG, CC, S11-12, T11N- R3E 1921, LOCATED 1.0 MILES
 FO1181'WEST ON THE NORTH BOUNDRY OF THE ELENA GALLEGOS GRANT LINE.
 FO1181'
 FO1181'SPG 1 MP IS A USGLO BRASS CAP IN CONCRETE CYLINDER STAMPED
 FO1181'SPG 1 M S-12 T11N R3E 1921, LOCATED 0.9 MILES N.W. ON THE
 FO1181'SOUTH BOUNDRY OF THE SANDIA PUEBLO RESERVATION.
 FO1181'
 FO1181'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 FO1181
 FO1181                          STATION RECOVERY (2005)
 FO1181
 FO1181'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 FO1181'NEW TO REACH FOLLOWS.  FROM THE INTERSECTION OF I-25 AND ALAMEDA BLVD
 FO1181'TRAVEL EAST TO LOUISIANA BLVD.  TURN LEFT, NORTH, AND CONTINUE FOR 1.5
 FO1181'MILES TO THE INTERSECTION WITH ELENA RD.  TRAVEL ON FOOT THROUGH A
 FO1181'GATE WEST 0.1 MILES TO STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1131 ***********************************************************************
 FO1131  DESIGNATION -  2 B20
 FO1131  PID         -  FO1131
 FO1131  STATE/COUNTY-  NM/BERNALILLO
 FO1131  USGS QUAD   -  ALAMEDA (1990)
 FO1131
 FO1131                         *CURRENT SURVEY CONTROL
 FO1131  ___________________________________________________________________
 FO1131* NAD 83(1992)-  35 11 19.64727(N)    106 32 00.71840(W)     ADJUSTED  
 FO1131* NAVD 88     -      1722.0    (meters)    5650.     (feet)  VERTCON   
 FO1131  ___________________________________________________________________
 FO1131  LAPLACE CORR-          13.14  (seconds)                    DEFLEC99
 FO1131  GEOID HEIGHT-         -20.55  (meters)                     GEOID03
 FO1131
 FO1131  HORZ ORDER  -  SECOND
 FO1131
 FO1131.The horizontal coordinates were established by classical geodetic methods
 FO1131.and adjusted by the National Geodetic Survey in December 1993..
 FO1131
 FO1131.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1131.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1131
 FO1131.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1131
 FO1131.The geoid height was determined by GEOID03.
 FO1131
 FO1131;                    North         East     Units Scale Factor Converg.
 FO1131;SPC NM C     -   464,553.838   474,178.938   MT  0.99990821   -0 09 48.2
 FO1131;SPC NM C     - 1,524,123.72  1,555,702.07   sFT  0.99990821   -0 09 48.2
 FO1131;UTM  13      - 3,895,056.496   360,379.111   MT  0.99984025   -0 53 02.0
 FO1131
 FO1131!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1131!SPC NM C     -   0.99973301  x   0.99990821  =   0.99964125
 FO1131!UTM  13      -   0.99973301  x   0.99984025  =   0.99957331
 FO1131
 FO1131:                Primary Azimuth Mark                     Grid Az
 FO1131:SPC NM C     -  1 B20                                    270 20 31.5
 FO1131:UTM  13      -  1 B20                                    271 03 45.3
 FO1131
 FO1131|---------------------------------------------------------------------|
 FO1131| PID    Reference Object                     Distance      Geod. Az  |
 FO1131|                                                           dddmmss.s |
 FO1131| FO1143 1 B20                               APPROX. 1.6 KM 2701043.3 |
 FO1131|---------------------------------------------------------------------|
 FO1131
 FO1131                          SUPERSEDED SURVEY CONTROL
 FO1131
 FO1131  NAD 83(1986)-  35 11 19.65334(N)    106 32 00.71978(W) AD(       ) 2
 FO1131  NAD 27      -  35 11 19.49551(N)    106 31 58.63396(W) AD(       ) 2
 FO1131  NGVD 29 (07/19/86) 1721.1    (m)         5647.     (f) VERT ANG       
 FO1131
 FO1131.Superseded values are not recommended for survey control.
 FO1131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1131.See file dsdata.txt to determine how the superseded data were derived.
 FO1131
 FO1131_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU6037995056(NAD 83)
 FO1131_MARKER: DD = SURVEY DISK
 FO1131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FO1131_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FO1131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO1131+STABILITY: SURFACE MOTION
 FO1131
 FO1131  HISTORY     - Date     Condition        Report By
 FO1131  HISTORY     - 1969     MONUMENTED       NM0030
 FO1131  HISTORY     - 20050216 GOOD             GEOCAC
 FO1131
 FO1131                          STATION DESCRIPTION
 FO1131
 FO1131'DESCRIBED BY CITY OF ALBUQUERQUE NEW MEXICO 1969 (LJU)
 FO1131'STATION IS 10 MILES N.E. OF DOWNTOWN ALBUQUERQUE, 2-1/2 MILES
 FO1131'EAST OF INTERSTATE 25.
 FO1131'
 FO1131'TO REACH STATION GO NORTH ON EAST FRONTAGE ROAD OF I-025 FROM
 FO1131'THE SAN MATEO INTERCHANGE FOR 1.8 MILES TO LOS ANGELES BLVD.,
 FO1131'TURN RIGHT, EAST FOR 0.9 MILES TO LOUISIANA BLVD., TURN LEFT,
 FO1131'NORTH, FOR 1 MILE TO ALAMEDA ROAD, TURN RIGHT, EAST, FOR 2 MILES
 FO1131'TO THE INTERSECTION OF EUBANK AND ALAMEDA RD.  STATION IS
 FO1131'ON THE N.W. CORNER OF THE INTERSECTION OF EUBANK AND ALAMEDA
 FO1131'ROAD.
 FO1131'
 FO1131'STATION MARK IS A BRASS CAP IN CONCRETE CYLINDER STAMPED CITY
 FO1131'OF ALBUQUERQUE ELEV. -- 2-B20.
 FO1131'
 FO1131'ELENA, A STANDARD USC AND GS DISK IN CONCRETE CYLINDER STAMPED
 FO1131'ELENA 1969.  STATION IS LOCATED 1.2 MILES N.E. ON THE NORTH
 FO1131'BOUNDRY AT THE ELENA GALLEGOS GRANT, 40 FT EAST OF 5 MILE POST
 FO1131'ON GRANT LINE.
 FO1131'
 FO1131'1-B20, A CITY OF ALBUQUERQUE BRASS CAP IN CONCRETE CYLINDER
 FO1131'AND STAMPED CITY OF ALBUQUERQUE ELEV. -- 1-B20 LOCATED 1 MILE
 FO1131'WEST ON THE N.E. CORNER OF WYOMING BLVD. AND ALAMEDA ROAD.
 FO1131'
 FO1131'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 FO1131
 FO1131                          STATION RECOVERY (2005)
 FO1131
 FO1131'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 FO1131'ALAMEDA ROAD IS NOW MODESTO AVENUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GO0427 ***********************************************************************
 GO0427  DESIGNATION -  2 BE
 GO0427  PID         -  GO0427
 GO0427  STATE/COUNTY-  NM/SAN JUAN
 GO0427  USGS QUAD   -  NEWCOMB (1966)
 GO0427
 GO0427                         *CURRENT SURVEY CONTROL
 GO0427  ___________________________________________________________________
 GO0427* NAD 83(1992)-  36 15 52.11722(N)    108 43 53.68464(W)     ADJUSTED  
 GO0427* NAVD 88     -      1750.8    (meters)    5744.     (feet)  VERTCON   
 GO0427  ___________________________________________________________________
 GO0427  LAPLACE CORR-          -7.34  (seconds)                    DEFLEC99
 GO0427  GEOID HEIGHT-         -20.73  (meters)                     GEOID03
 GO0427
 GO0427  HORZ ORDER  -  SECOND
 GO0427
 GO0427.The horizontal coordinates were established by classical geodetic methods
 GO0427.and adjusted by the National Geodetic Survey in December 1993..
 GO0427
 GO0427.The NAVD 88 height was computed by applying the VERTCON shift value to
 GO0427.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GO0427
 GO0427.The Laplace correction was computed from DEFLEC99 derived deflections.
 GO0427
 GO0427.The geoid height was determined by GEOID03.
 GO0427
 GO0427;                    North         East     Units Scale Factor Converg.
 GO0427;SPC NM W     -   584,240.695   749,287.863   MT  0.99999691   -0 31 52.9
 GO0427;SPC NM W     - 1,916,796.35  2,458,288.60   sFT  0.99999691   -0 31 52.9
 GO0427;UTM  12      - 4,015,670.323   703,778.682   MT  1.00011167   +1 20 32.1
 GO0427
 GO0427!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GO0427!SPC NM W     -   0.99972854  x   0.99999691  =   0.99972545
 GO0427!UTM  12      -   0.99972854  x   1.00011167  =   0.99984018
 GO0427
 GO0427                          SUPERSEDED SURVEY CONTROL
 GO0427
 GO0427  NAD 83(1992)-  36 15 52.11633(N)    108 43 53.68545(W) AD(       ) 2
 GO0427  NAD 83(1986)-  36 15 52.11421(N)    108 43 53.68565(W) AD(       ) 2
 GO0427  NAD 27      -  36 15 52.09041(N)    108 43 51.36733(W) AD(       ) 2
 GO0427  NGVD 29 (07/19/86) 1749.9    (m)         5741.     (f) VERT ANG       
 GO0427
 GO0427.Superseded values are not recommended for survey control.
 GO0427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GO0427.See file dsdata.txt to determine how the superseded data were derived.
 GO0427
 GO0427_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYF0377915670(NAD 83)
 GO0427_MARKER: DB = BENCH MARK DISK
 GO0427_SETTING: 0 = UNSPECIFIED SETTING
 GO0427
 GO0427  HISTORY     - Date     Condition        Report By
 GO0427  HISTORY     - 1971     MONUMENTED       USGS
 GO0427
 GO0427                          STATION DESCRIPTION
 GO0427
 GO0427'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 GO0427'STATION IS LOCATED 2.1 MILES ALONG ROAD TO TOADLENA FROM NEWCOMB.
 GO0427'
 GO0427'TO REACH FROM NEWCOMB, DRIVE WEST ALONG ROAD TO TOADLENA 2.1 MILES
 GO0427'TO STATION SITE.  STATION IS 189 FT. WEST OF CAIRN AT Y-RD.  190 FT.
 GO0427'NW OF RD.  9 FT. E. OF A TELEPHONE POLE IN A CONCRETE POST.
 GO0427'
 GO0427'STATION MARK--STANDARD USGS BM TABLET STAMPED 2 BE 5741 1951.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0294 ***********************************************************************
 GM0294  DESIGNATION -  2 DHW
 GM0294  PID         -  GM0294
 GM0294  STATE/COUNTY-  NM/COLFAX
 GM0294  USGS QUAD   -  EAGLE NEST (1995)
 GM0294
 GM0294                         *CURRENT SURVEY CONTROL
 GM0294  ___________________________________________________________________
 GM0294* NAD 83(1992)-  36 33 53.90845(N)    105 15 49.24803(W)     ADJUSTED  
 GM0294* NAVD 88     -      2535.221  (meters)    8317.64   (feet)  ADJUSTED  
 GM0294  ___________________________________________________________________
 GM0294  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 GM0294  GEOID HEIGHT-         -16.62  (meters)                     GEOID03
 GM0294  DYNAMIC HT  -        2531.606 (meters)    8305.78  (feet)  COMP
 GM0294  MODELED GRAV-     979,114.1   (mgal)                       NAVD 88
 GM0294
 GM0294  HORZ ORDER  -  SECOND
 GM0294  VERT ORDER  -  SECOND    CLASS 0
 GM0294
 GM0294.The horizontal coordinates were established by classical geodetic methods
 GM0294.and adjusted by the National Geodetic Survey in December 1993..
 GM0294
 GM0294.The orthometric height was determined by differential leveling
 GM0294.and adjusted by the National Geodetic Survey in June 1991..
 GM0294
 GM0294.The Laplace correction was computed from DEFLEC99 derived deflections.
 GM0294
 GM0294.The geoid height was determined by GEOID03.
 GM0294
 GM0294.The dynamic height is computed by dividing the NAVD 88
 GM0294.geopotential number by the normal gravity value computed on the
 GM0294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GM0294.degrees latitude (g = 980.6199 gals.).
 GM0294
 GM0294.The modeled gravity was interpolated from observed gravity values.
 GM0294
 GM0294;                    North         East     Units Scale Factor Converg.
 GM0294;SPC NM E     -   617,607.001    81,725.409   MT  0.99999450   -0 33 15.4
 GM0294;SPC NM E     - 2,026,265.64    268,127.45   sFT  0.99999450   -0 33 15.4
 GM0294;SPC NM C     -   617,651.314   588,284.056   MT  0.99999599   +0 35 15.4
 GM0294;SPC NM C     - 2,026,411.02  1,930,061.94   sFT  0.99999599   +0 35 15.4
 GM0294;UTM  13      - 4,046,647.698   476,405.787   MT  0.99960686   -0 09 25.5
 GM0294
 GM0294!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GM0294!SPC NM E     -   0.99960489  x   0.99999450  =   0.99959939
 GM0294!SPC NM C     -   0.99960489  x   0.99999599  =   0.99960088
 GM0294!UTM  13      -   0.99960489  x   0.99960686  =   0.99921190
 GM0294
 GM0294:                Primary Azimuth Mark                     Grid Az
 GM0294:SPC NM E     -  TOUCH                                    073 45 15.0
 GM0294:SPC NM C     -  TOUCH                                    072 36 44.2
 GM0294:UTM  13      -  TOUCH                                    073 21 25.1
 GM0294
 GM0294|---------------------------------------------------------------------|
 GM0294| PID    Reference Object                     Distance      Geod. Az  |
 GM0294|                                                           dddmmss.s |
 GM0294| GM0774 TOUCH                               APPROX. 6.0 KM 0731159.6 |
 GM0294|---------------------------------------------------------------------|
 GM0294
 GM0294                          SUPERSEDED SURVEY CONTROL
 GM0294
 GM0294  NAD 83(1986)-  36 33 53.91660(N)    105 15 49.25053(W) AD(       ) 2
 GM0294  NAD 27      -  36 33 53.80367(N)    105 15 47.22458(W) AD(       ) 2
 GM0294  NGVD 29 (??/??/92) 2533.967  (m)         8313.52   (f) ADJ UNCH    2 0
 GM0294
 GM0294.Superseded values are not recommended for survey control.
 GM0294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0294.See file dsdata.txt to determine how the superseded data were derived.
 GM0294
 GM0294_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDA7640646648(NAD 83)
 GM0294_MARKER: DD = SURVEY DISK
 GM0294_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GM0294_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GM0294_STAMPING: 2 DHW 1954 8314
 GM0294_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GM0294+STABILITY: SURFACE MOTION
 GM0294
 GM0294  HISTORY     - Date     Condition        Report By
 GM0294  HISTORY     - 1954     MONUMENTED       USGS
 GM0294  HISTORY     - 1957     GOOD             NGS
 GM0294  HISTORY     - 1961     GOOD             USGS
 GM0294  HISTORY     - 1961     GOOD             NGS
 GM0294
 GM0294                          STATION DESCRIPTION
 GM0294
 GM0294'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GM0294'0.8 MI N FROM EAGLE NEST.
 GM0294'ABOUT 0.8 MILE NORTH ALONG STATE HIGHWAY 38 FROM ITS JUNCTION WITH
 GM0294'U.S. HIGHWAY 64 AT EAGLE NEST, AT EAGLE NEST AIRPORT, 177 FEET EAST OF
 GM0294'THE CENTER LINE OF THE HIGHWAY, 133 FEET NORTH-NORTHWEST OF THE
 GM0294'NORTHWEST CORNER OF THE HANGAR, 130 FEET EAST OF A WHITE WOODEN
 GM0294'WITNESS POST THAT IS SET IN THE EAST RIGHT-OF-WAY FENCE LINE OF THE
 GM0294'HIGHWAY, AND IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 GM0294
 GM0294                          STATION RECOVERY (1961)
 GM0294
 GM0294'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961 (HWK)
 GM0294'0.8 MILE NORTH OF EAGLES NEST, 0.2 MILE EAST OF STATE HIGHWAY
 GM0294'38, ON PROPERTY OF EAGLES NEST AIRPORT.
 GM0294'
 GM0294'THE MARK IS A U.S. GEOLOGICAL SURVEY BENCH MARK DISK STAMPED
 GM0294'2 DHW 1954 8314, SET IN THE TOP OF A ROUND CONCRETE POST WHICH
 GM0294'PROJECTS 2 INCHES.  IT IS 175 FEET EAST OF THE CENTER OF A GRAVEL
 GM0294'ROAD, 133 FEET NORTH OF THE NORTHWEST CORNER OF A METAL,
 GM0294'AIRPORT HANGER, 129 FEET EAST OF A WOOD WITNESS POST IN A
 GM0294'FENCE.
 GM0294'
 GM0294'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION NEST,
 GM0294'THE DISTANCE BEING 16.213 METERS (53.19 FT.) EAST OF STATION
 GM0294'NEST.
 GM0294
 GM0294                          STATION RECOVERY (1961)
 GM0294
 GM0294'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 GM0294'STATION LOCATED ABOUT 0.85 MI. N. OF EAGLE NEST, NEW MEXICO, AT THE
 GM0294'PRIVATE AIRPORT, LOCATED ON E. EDGE OF NEW MEXICO STATE HIGHWAY 38.
 GM0294'STATION SITE IS 130 FT. N. OF NW. CORNER OF HANGER BUILDING, 196 FT.
 GM0294'E. OF CENTERLINE OF NEW MEXICO STATE HIGHWAY 38 AND APPROXIMATELY
 GM0294'335 FT. NE. OF CENTERLINE OF T-RD. AT SIDE ROAD ENTRANCE TO AIRPORT.
 GM0294'
 GM0294'RECOVERED.
 GM0294'
 GM0294'STATION MARK--STANDARD USGS BENCH MARK TABLET, STAMPED ---2 DHW 1954
 GM0294'8314--- AND SET IN TOP OF CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0128 ***********************************************************************
 CX0128  DESIGNATION -  2 F
 CX0128  PID         -  CX0128
 CX0128  STATE/COUNTY-  NM/OTERO
 CX0128  USGS QUAD   -  HOLLOMAN (1982)
 CX0128
 CX0128                         *CURRENT SURVEY CONTROL
 CX0128  ___________________________________________________________________
 CX0128* NAD 83(1986)-  32 50 54.     (N)    106 06 32.     (W)     SCALED    
 CX0128* NAVD 88     -      1238.441  (meters)    4063.12   (feet)  POSTED    
 CX0128  ___________________________________________________________________
 CX0128  GEOID HEIGHT-         -22.84  (meters)                     GEOID03
 CX0128  DYNAMIC HT  -        1236.640 (meters)    4057.21  (feet)  COMP
 CX0128  MODELED GRAV-     979,137.7   (mgal)                       NAVD 88
 CX0128
 CX0128  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 CX0128
 CX0128.The horizontal coordinates were scaled from a topographic map and have
 CX0128.an estimated accuracy of +/- 6 seconds.
 CX0128
 CX0128.The orthometric height was determined by differential leveling
 CX0128.and adjusted by the National Geodetic Survey in 1992..
 CX0128.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 CX0128.rate of 0.0 thru 1.0 mm/km.
 CX0128
 CX0128.The geoid height was determined by GEOID03.
 CX0128
 CX0128.The dynamic height is computed by dividing the NAVD 88
 CX0128.geopotential number by the normal gravity value computed on the
 CX0128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0128.degrees latitude (g = 980.6199 gals.).
 CX0128
 CX0128.The modeled gravity was interpolated from observed gravity values.
 CX0128
 CX0128;                    North         East    Units  Estimated Accuracy
 CX0128;SPC NM C     -   204,940.      513,210.      MT  (+/- 180 meters Scaled)
 CX0128
 CX0128                          SUPERSEDED SURVEY CONTROL
 CX0128
 CX0128  NGVD 29 (??/??/92) 1237.775  (m)         4060.93   (f) ADJ UNCH    2 0
 CX0128
 CX0128.Superseded values are not recommended for survey control.
 CX0128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0128.See file dsdata.txt to determine how the superseded data were derived.
 CX0128
 CX0128_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS962350(NAD 83)
 CX0128_MARKER: S = SPIKE
 CX0128_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CX0128_SP_SET: RUNWAY
 CX0128_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX0128
 CX0128  HISTORY     - Date     Condition        Report By
 CX0128  HISTORY     - UNK      MONUMENTED       CGS
 CX0128  HISTORY     - 1945     GOOD             NGS
 CX0128
 CX0128                          STATION DESCRIPTION
 CX0128
 CX0128'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 CX0128'10.5 MI SW FROM ALAMOGORDO.
 CX0128'10.5 MILES SOUTHWEST TO THE CONTROL TOWER A.A.A.F. AT THE ALAMOGORDO
 CX0128'ARMY AIR FIELD, 0.8 MILE NORTHWEST OF THE CONTROL TOWER, AT THE WEST
 CX0128'END (7) OF THE EAST-WEST RUNWAY, AT THE WEST EDGE OF THE TAXIWAY, IN
 CX0128'THE CENTER OF THE RUNWAY AND FLUSH WITH THE ASPHALT.  A RR SPIKE.
 CX0128'NOTE-- ALAMOGORDO ARMY AIR FIELD IS NOW HOLLOWMAN AFB.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1080 ***********************************************************************
 CX1080  DESIGNATION -  2 F
 CX1080  PID         -  CX1080
 CX1080  STATE/COUNTY-  NM/LUNA
 CX1080  USGS QUAD   -  CAPITOL DOME (1965)
 CX1080
 CX1080                         *CURRENT SURVEY CONTROL
 CX1080  ___________________________________________________________________
 CX1080* NAD 83(1986)-  32 14 51.     (N)    107 42 48.     (W)     SCALED    
 CX1080* NAVD 88     -      1304.224  (meters)    4278.94   (feet)  POSTED    
 CX1080  ___________________________________________________________________
 CX1080  GEOID HEIGHT-         -24.59  (meters)                     GEOID03
 CX1080  DYNAMIC HT  -        1302.250 (meters)    4272.47  (feet)  COMP
 CX1080  MODELED GRAV-     979,078.6   (mgal)                       NAVD 88
 CX1080
 CX1080  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 CX1080
 CX1080.This mark is at Deming Airport (DMN)
 CX1080
 CX1080.The horizontal coordinates were scaled from a topographic map and have
 CX1080.an estimated accuracy of +/- 6 seconds.
 CX1080
 CX1080.The orthometric height was determined by differential leveling
 CX1080.and adjusted by the National Geodetic Survey in 1992..
 CX1080.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 CX1080.rate greater than 8.0 mm/km.
 CX1080
 CX1080.The geoid height was determined by GEOID03.
 CX1080
 CX1080.The dynamic height is computed by dividing the NAVD 88
 CX1080.geopotential number by the normal gravity value computed on the
 CX1080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX1080.degrees latitude (g = 980.6199 gals.).
 CX1080
 CX1080.The modeled gravity was interpolated from observed gravity values.
 CX1080
 CX1080;                    North         East    Units  Estimated Accuracy
 CX1080;SPC NM W     -   138,320.      841,310.      MT  (+/- 180 meters Scaled)
 CX1080
 CX1080                          SUPERSEDED SURVEY CONTROL
 CX1080
 CX1080  NGVD 29 (??/??/92) 1303.662  (m)         4277.10   (f) ADJ UNCH    2 0
 CX1080
 CX1080.Superseded values are not recommended for survey control.
 CX1080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1080.See file dsdata.txt to determine how the superseded data were derived.
 CX1080
 CX1080_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBR443711(NAD 83)
 CX1080_MARKER: S = SPIKE
 CX1080_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CX1080_SP_SET: RUNWAY
 CX1080_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX1080
 CX1080  HISTORY     - Date     Condition        Report By
 CX1080  HISTORY     - UNK      MONUMENTED       CGS
 CX1080  HISTORY     - 1945     GOOD             NGS
 CX1080
 CX1080                          STATION DESCRIPTION
 CX1080
 CX1080'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 CX1080'3.8 MI SE FROM DEMING.
 CX1080'3.8 MILES SOUTHEAST TO THE POST HEADQUARTERS D.A.A.F. AT THE DEMING
 CX1080'ARMY AIR FIELD, AT THE SOUTHEAST END (31) OF THE NORTHWEST-SOUTHEAST
 CX1080'RUNWAY, IN THE MIDDLE OF THE RUNWAY AT THE OUTER EDGE OF THE WHITE
 CX1080'BORDER STRIPE, A RAILROAD SPIKE DRIVEN FLUSH WITH THE ASPHALT RUNWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0042 ***********************************************************************
 EP0042  DESIGNATION -  2 F
 EP0042  PID         -  EP0042
 EP0042  STATE/COUNTY-  NM/GUADALUPE
 EP0042  USGS QUAD   -  FORT SUMNER EAST (1982)
 EP0042
 EP0042                         *CURRENT SURVEY CONTROL
 EP0042  ___________________________________________________________________
 EP0042* NAD 83(1986)-  34 28 57.     (N)    104 13 23.     (W)     SCALED    
 EP0042* NAVD 88     -      1258.259  (meters)    4128.14   (feet)  ADJUSTED  
 EP0042  ___________________________________________________________________
 EP0042  GEOID HEIGHT-         -23.61  (meters)                     GEOID03
 EP0042  DYNAMIC HT  -        1256.596 (meters)    4122.68  (feet)  COMP
 EP0042  MODELED GRAV-     979,270.7   (mgal)                       NAVD 88
 EP0042
 EP0042  VERT ORDER  -  FIRST     CLASS II
 EP0042
 EP0042.This mark is at Fort Sumner Airport (FSU)
 EP0042
 EP0042.The horizontal coordinates were scaled from a topographic map and have
 EP0042.an estimated accuracy of +/- 6 seconds.
 EP0042
 EP0042.The orthometric height was determined by differential leveling
 EP0042.and adjusted by the National Geodetic Survey in June 1991..
 EP0042
 EP0042.The geoid height was determined by GEOID03.
 EP0042
 EP0042.The dynamic height is computed by dividing the NAVD 88
 EP0042.geopotential number by the normal gravity value computed on the
 EP0042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EP0042.degrees latitude (g = 980.6199 gals.).
 EP0042
 EP0042.The modeled gravity was interpolated from observed gravity values.
 EP0042
 EP0042;                    North         East    Units  Estimated Accuracy
 EP0042;SPC NM E     -   386,180.      175,130.      MT  (+/- 180 meters Scaled)
 EP0042
 EP0042                          SUPERSEDED SURVEY CONTROL
 EP0042
 EP0042  NGVD 29 (??/??/92) 1257.654  (m)         4126.15   (f) ADJ UNCH    1 2
 EP0042
 EP0042.Superseded values are not recommended for survey control.
 EP0042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EP0042.See file dsdata.txt to determine how the superseded data were derived.
 EP0042
 EP0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEU713159(NAD 83)
 EP0042_MARKER: S = SPIKE
 EP0042_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EP0042_SP_SET: RUNWAY
 EP0042_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EP0042
 EP0042  HISTORY     - Date     Condition        Report By
 EP0042  HISTORY     - UNK      MONUMENTED       CGS
 EP0042  HISTORY     - 1945     GOOD             NGS
 EP0042
 EP0042                          STATION DESCRIPTION
 EP0042
 EP0042'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 EP0042'1.8 MI NE FROM FORT SUMNER.
 EP0042'LOCATED ABOUT 1.8 MILES NORTHEAST OF THE SANTA FE RAILROAD DEPOT AT
 EP0042'FORT SUMNER AT FORT SUMNER ARMY AIR FIELD AT SOUTHWEST END OF
 EP0042'NORTHEAST AND SOUTHWEST RUNWAY, IN THE CENTER OF THE RUNWAY 3 FEET
 EP0042'NORTHEAST OF SOUTHWEST END.  A RAILROAD SPIKE DRIVEN FLUSH WITH THE
 EP0042'RUNWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0238 ***********************************************************************
 CW0238  DESIGNATION -  2 H
 CW0238  PID         -  CW0238
 CW0238  STATE/COUNTY-  NM/EDDY
 CW0238  USGS QUAD   -  KITCHEN COVE (1985)
 CW0238
 CW0238                         *CURRENT SURVEY CONTROL
 CW0238  ___________________________________________________________________
 CW0238* NAD 83(1986)-  32 20 24.     (N)    104 15 13.     (W)     SCALED    
 CW0238* NAVD 88     -       988.065  (meters)    3241.68   (feet)  POSTED    
 CW0238  ___________________________________________________________________
 CW0238  GEOID HEIGHT-         -24.41  (meters)                     GEOID03
 CW0238  DYNAMIC HT  -         986.650 (meters)    3237.03  (feet)  COMP
 CW0238  MODELED GRAV-     979,169.4   (mgal)                       NAVD 88
 CW0238
 CW0238  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 CW0238
 CW0238.This mark is at Cavern City Air Terminal Airport (CNM)
 CW0238
 CW0238.The horizontal coordinates were scaled from a topographic map and have
 CW0238.an estimated accuracy of +/- 6 seconds.
 CW0238
 CW0238.The orthometric height was determined by differential leveling
 CW0238.and adjusted by the National Geodetic Survey in 1992..
 CW0238.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 CW0238.rate of 4.1 thru 8.0 mm/km.
 CW0238
 CW0238.The geoid height was determined by GEOID03.
 CW0238
 CW0238.The dynamic height is computed by dividing the NAVD 88
 CW0238.geopotential number by the normal gravity value computed on the
 CW0238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0238.degrees latitude (g = 980.6199 gals.).
 CW0238
 CW0238.The modeled gravity was interpolated from observed gravity values.
 CW0238
 CW0238;                    North         East    Units  Estimated Accuracy
 CW0238;SPC NM E     -   148,570.      172,510.      MT  (+/- 180 meters Scaled)
 CW0238
 CW0238                          SUPERSEDED SURVEY CONTROL
 CW0238
 CW0238  NGVD 29 (??/??/92)  987.58   (m)         3240.1    (f) COMPUTED    1 2
 CW0238
 CW0238.Superseded values are not recommended for survey control.
 CW0238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0238.See file dsdata.txt to determine how the superseded data were derived.
 CW0238
 CW0238_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SER702783(NAD 83)
 CW0238_MARKER: Q = CHISELED SQUARE
 CW0238_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CW0238_SP_SET: RUNWAY
 CW0238_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CW0238
 CW0238  HISTORY     - Date     Condition        Report By
 CW0238  HISTORY     - UNK      MONUMENTED       CGS
 CW0238  HISTORY     - 1945     GOOD             NGS
 CW0238
 CW0238                          STATION DESCRIPTION
 CW0238
 CW0238'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 CW0238'6.1 MI SW FROM CARLSBAD.
 CW0238'AT THE CARLSBAD ARMY AIR FIELD, AT THE INTERSECTION OF THE
 CW0238'CENTER-LINES OF THE EAST-WEST RUNWAY AND THE NORTHWEST-SOUTHEAST
 CW0238'RUNWAY A (MOST EASTERLY).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1001 ***********************************************************************
 FO1001  DESIGNATION -  2 K22
 FO1001  PID         -  FO1001
 FO1001  STATE/COUNTY-  NM/BERNALILLO
 FO1001  USGS QUAD   -  TIJERAS (1990)
 FO1001
 FO1001                         *CURRENT SURVEY CONTROL
 FO1001  ___________________________________________________________________
 FO1001* NAD 83(1992)-  35 05 05.12824(N)    106 30 01.26970(W)     ADJUSTED  
 FO1001* NAVD 88     -      1748.4    (meters)    5736.     (feet)  VERTCON   
 FO1001  ___________________________________________________________________
 FO1001  LAPLACE CORR-          14.11  (seconds)                    DEFLEC99
 FO1001  GEOID HEIGHT-         -20.34  (meters)                     GEOID03
 FO1001
 FO1001  HORZ ORDER  -  SECOND
 FO1001
 FO1001.The horizontal coordinates were established by classical geodetic methods
 FO1001.and adjusted by the National Geodetic Survey in December 1993..
 FO1001
 FO1001.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1001.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1001
 FO1001.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1001
 FO1001.The geoid height was determined by GEOID03.
 FO1001
 FO1001;                    North         East     Units Scale Factor Converg.
 FO1001;SPC NM C     -   453,005.093   477,171.610   MT  0.99990642   -0 08 38.0
 FO1001;SPC NM C     - 1,486,234.21  1,565,520.52   sFT  0.99990642   -0 08 38.0
 FO1001;UTM  13      - 3,883,471.912   363,226.311   MT  0.99983055   -0 51 45.1
 FO1001
 FO1001!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1001!SPC NM C     -   0.99972883  x   0.99990642  =   0.99963527
 FO1001!UTM  13      -   0.99972883  x   0.99983055  =   0.99955942
 FO1001
 FO1001:                Primary Azimuth Mark                     Grid Az
 FO1001:SPC NM C     -  DANNY RESET                              079 38 29.5
 FO1001:UTM  13      -  DANNY RESET                              080 21 36.6
 FO1001
 FO1001|---------------------------------------------------------------------|
 FO1001| PID    Reference Object                     Distance      Geod. Az  |
 FO1001|                                                           dddmmss.s |
 FO1001| FO0999 DANNY RESET                         APPROX. 1.2 KM 0792951.5 |
 FO1001|---------------------------------------------------------------------|
 FO1001
 FO1001                          SUPERSEDED SURVEY CONTROL
 FO1001
 FO1001  NAD 83(1986)-  35 05 05.13418(N)    106 30 01.27057(W) AD(       ) 2
 FO1001  NAD 27      -  35 05 04.96534(N)    106 29 59.19104(W) AD(       ) 2
 FO1001  NGVD 29 (07/19/86) 1747.6    (m)         5734.     (f) VERT ANG       
 FO1001
 FO1001.Superseded values are not recommended for survey control.
 FO1001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1001.See file dsdata.txt to determine how the superseded data were derived.
 FO1001
 FO1001_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU6322683472(NAD 83)
 FO1001_MARKER: DS = TRIANGULATION STATION DISK
 FO1001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FO1001_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FO1001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO1001+STABILITY: SURFACE MOTION
 FO1001
 FO1001  HISTORY     - Date     Condition        Report By
 FO1001  HISTORY     - 1969     MONUMENTED       NM0030
 FO1001
 FO1001                          STATION DESCRIPTION
 FO1001
 FO1001'DESCRIBED BY CITY OF ALBUQUERQUE NEW MEXICO 1969 (LJU)
 FO1001'STATION IS LOCATED IN THE EASTERN PART OF ALBUQUERQUE ABOUT
 FO1001'8.6 MILES EAST OF DOWNTOWN ALBUQUERQUE AND ABOUT 1.0 MILES
 FO1001'NORTH OF INTERSTATE 40 AT THE S.E. CORNER OF THE CHELWOOD PARK.
 FO1001'
 FO1001'TO REACH STATION FROM THE OVERHEAD CROSSING AT TRAMWAY BLVD.
 FO1001'AND I-040 GO NORTH ON TRAMWAY BLVD. 0.9 MILES TO LOMAS BLVD.,
 FO1001'TURN LEFT, WEST, FOR 0.15 MILES TO PAWNEE ST., TURN LEFT, SOUTH,
 FO1001'FOR 0.05 MILES TO THE INTERSECTION OF SAN JUAN AND PAWNEE
 FO1001'ST.  MONUMENT IS LOCATED IN THE N.W. CORNER 20 FT WEST OF
 FO1001'THE WEST RIGHT-OF-WAY ON PAWNEE ST. AND 15 FT NORTH OF THE
 FO1001'NORTH RIGHT-OF-WAY ON SAN JUAN AVE. AND IS FLUSH WITH GROUND.
 FO1001'
 FO1001'SUSAN IS A STANDARD USC AND GS DISK IN CONCRETE CYLINDER ON
 FO1001'THE SOUTHEAST CORNER OF THE FENCED IN AREA AROUND THE
 FO1001'RIDGECREST RESERVOIR AND PUMP STATION, N.W. OF THE INTERSECTION
 FO1001'OF SOUTHERN AVE. AND ERBBE ST.
 FO1001'
 FO1001'SPROUL IS A BRASS CAP IN BLOCK OF CONCRETE STAMPED CITY
 FO1001'OF ALBUQUERQUE ELEV. -- SPROUL AND IS LOCATED AT THE NORTHEAST
 FO1001'CORNER OF THE INTERSECTION OF INDIAN SCHOOL ROAD FLUSH WITH
 FO1001'THE GROUND.
 FO1001'
 FO1001'DANNY IS A STANDARD USC AND GS DISK CEMENTED IN A DRILL HOLE
 FO1001'ON TOP OF OUTCROPPING BEDROCK IN THE N.E. AND HIGHEST
 FO1001'PART OF THE SMALL HILL OF SOLID BEDROCK.  AT THE EAST END OF
 FO1001'LOMAS BLVD., 0.7 MILE EAST OF TRAMWAY BLVD.
 FO1001'
 FO1001'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0848 ***********************************************************************
 CW0848  DESIGNATION -  2 WR
 CW0848  PID         -  CW0848
 CW0848  STATE/COUNTY-  NM/CHAVES
 CW0848  USGS QUAD   -  DUNKEN (1989)
 CW0848
 CW0848                         *CURRENT SURVEY CONTROL
 CW0848  ___________________________________________________________________
 CW0848* NAD 83(1992)-  32 47 00.11227(N)    105 12 12.17037(W)     ADJUSTED  
 CW0848* NAVD 88     -      1679.2    (meters)    5509.     (feet)  VERTCON   
 CW0848  ___________________________________________________________________
 CW0848  LAPLACE CORR-          -5.16  (seconds)                    DEFLEC99
 CW0848  GEOID HEIGHT-         -21.16  (meters)                     GEOID03
 CW0848
 CW0848  HORZ ORDER  -  THIRD
 CW0848  VERT ORDER  -  THIRD ? (See Below)
 CW0848
 CW0848.The horizontal coordinates were established by classical geodetic methods
 CW0848.and adjusted by the National Geodetic Survey in December 1993..
 CW0848
 CW0848.The NAVD 88 height was computed by applying the VERTCON shift value to
 CW0848.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CW0848.The vertical order pertains to the NGVD 29 superseded value.
 CW0848
 CW0848.The Laplace correction was computed from DEFLEC99 derived deflections.
 CW0848
 CW0848.The geoid height was determined by GEOID03.
 CW0848
 CW0848;                    North         East     Units Scale Factor Converg.
 CW0848;SPC NM E     -   198,065.394    83,499.262   MT  0.99999097   -0 28 16.1
 CW0848;SPC NM E     -   649,819.55    273,947.16   sFT  0.99999097   -0 28 16.1
 CW0848;SPC NM C     -   198,213.410   598,040.741   MT  1.00001848   +0 34 00.3
 CW0848;SPC NM C     -   650,305.16  1,962,072.00   sFT  1.00001848   +0 34 00.3
 CW0848;UTM  13      - 3,627,289.433   480,954.715   MT  0.99960447   -0 06 36.4
 CW0848
 CW0848!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CW0848!SPC NM E     -   0.99973974  x   0.99999097  =   0.99973071
 CW0848!SPC NM C     -   0.99973974  x   1.00001848  =   0.99975822
 CW0848!UTM  13      -   0.99973974  x   0.99960447  =   0.99934431
 CW0848
 CW0848:                Primary Azimuth Mark                     Grid Az
 CW0848:SPC NM E     -  WATTS ET                                 244 51 30.3
 CW0848:SPC NM C     -  WATTS ET                                 243 49 13.9
 CW0848:UTM  13      -  WATTS ET                                 244 29 50.6
 CW0848
 CW0848|---------------------------------------------------------------------|
 CW0848| PID    Reference Object                     Distance      Geod. Az  |
 CW0848|                                                           dddmmss.s |
 CW0848| CW0867 WATTS ET                            APPROX. 6.7 KM 2442314.2 |
 CW0848|---------------------------------------------------------------------|
 CW0848
 CW0848                          SUPERSEDED SURVEY CONTROL
 CW0848
 CW0848  NAD 83(1986)-  32 47 00.12034(N)    105 12 12.16915(W) AD(       ) 3
 CW0848  NAD 27      -  32 46 59.74981(N)    105 12 10.25037(W) AD(       ) 3
 CW0848  NGVD 29 (07/19/86) 1678.6    (m)         5507.     (f) LEVELING    3  
 CW0848
 CW0848.Superseded values are not recommended for survey control.
 CW0848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0848.See file dsdata.txt to determine how the superseded data were derived.
 CW0848
 CW0848_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDS8095527289(NAD 83)
 CW0848_MARKER: DB = BENCH MARK DISK
 CW0848_SETTING: 0 = UNSPECIFIED SETTING
 CW0848_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CW0848
 CW0848  HISTORY     - Date     Condition        Report By
 CW0848  HISTORY     - 1960     MONUMENTED       USGS
 CW0848
 CW0848                          STATION DESCRIPTION
 CW0848
 CW0848'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 CW0848'STATION IS LOCATED 2.0 MI. S. OF DUNKEN STORE, NEW MEXICO, 60 FT.
 CW0848'W. OF CENTERLINE OF STATE HIGHWAY 24, T 17 N, T 18 N, R 17 E, AT
 CW0848'CORNER SECTIONS 3, 4, 33, 34, 2 FT. N. OF FENCE LINE AND 60 FT. W.
 CW0848'OF CATTLEGUARD.
 CW0848'
 CW0848'STATION MARK--A STANDARD USGS BM TABLET SET IN CONCRETE POST
 CW0848'PROJECTING 0.8 FT. ABOVE GROUND.  STAMPED ---2 WR 1960---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0026 ***********************************************************************
 DR0026  DESIGNATION -  2 X 2
 DR0026  PID         -  DR0026
 DR0026  STATE/COUNTY-  NM/CHAVES
 DR0026  USGS QUAD   -  HAYSTACK MOUNTAIN (1982)
 DR0026
 DR0026                         *CURRENT SURVEY CONTROL
 DR0026  ___________________________________________________________________
 DR0026* NAD 83(1986)-  33 38 20.     (N)    104 12 10.     (W)     SCALED    
 DR0026* NAVD 88     -      1202.314  (meters)    3944.59   (feet)  ADJUSTED  
 DR0026  ___________________________________________________________________
 DR0026  GEOID HEIGHT-         -23.21  (meters)                     GEOID03
 DR0026  DYNAMIC HT  -        1200.681 (meters)    3939.23  (feet)  COMP
 DR0026  MODELED GRAV-     979,237.5   (mgal)                       NAVD 88
 DR0026
 DR0026  VERT ORDER  -  FIRST     CLASS II
 DR0026
 DR0026.The horizontal coordinates were scaled from a topographic map and have
 DR0026.an estimated accuracy of +/- 6 seconds.
 DR0026
 DR0026.The orthometric height was determined by differential leveling
 DR0026.and adjusted by the National Geodetic Survey in June 1991..
 DR0026
 DR0026.The geoid height was determined by GEOID03.
 DR0026
 DR0026.The dynamic height is computed by dividing the NAVD 88
 DR0026.geopotential number by the normal gravity value computed on the
 DR0026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0026.degrees latitude (g = 980.6199 gals.).
 DR0026
 DR0026.The modeled gravity was interpolated from observed gravity values.
 DR0026
 DR0026;                    North         East    Units  Estimated Accuracy
 DR0026;SPC NM E     -   292,610.      177,110.      MT  (+/- 180 meters Scaled)
 DR0026
 DR0026                          SUPERSEDED SURVEY CONTROL
 DR0026
 DR0026  NGVD 29 (??/??/92) 1201.733  (m)         3942.69   (f) ADJ UNCH    1 2
 DR0026
 DR0026.Superseded values are not recommended for survey control.
 DR0026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0026.See file dsdata.txt to determine how the superseded data were derived.
 DR0026
 DR0026_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SET739224(NAD 83)
 DR0026_MARKER: DD = SURVEY DISK
 DR0026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR0026_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DR0026_STAMPING: 2X/2
 DR0026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR0026+STABILITY: SURFACE MOTION
 DR0026
 DR0026  HISTORY     - Date     Condition        Report By
 DR0026  HISTORY     - UNK      MONUMENTED       DOD
 DR0026  HISTORY     - 1961     GOOD             NGS
 DR0026
 DR0026                          STATION DESCRIPTION
 DR0026
 DR0026'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 DR0026'3.2 MI NE FROM CAMPBELL.
 DR0026'0.7 MILE NORTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 DR0026'FROM THE STATION AT CAMPBELL, THENCE 1.0 MILE NORTH ALONG A TELEPHONE
 DR0026'LINE, THENCE 0.8 MILE NORTHWEST ACROSS COUNTRY, THENCE 0.7 MILE
 DR0026'NORTHEAST ACROSS COUNTRY, 102 FEET SOUTH OF THE SECURITY FENCE, 8.0
 DR0026'FEET NORTH OF THE BOUNDARY FENCE, SET IN TOP OF A SQUARE CONCRETE POST
 DR0026'PROJECTING 4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0030 ***********************************************************************
 DR0030  DESIGNATION -  2 Y 1
 DR0030  PID         -  DR0030
 DR0030  STATE/COUNTY-  NM/CHAVES
 DR0030  USGS QUAD   -  HAYSTACK MOUNTAIN (1982)
 DR0030
 DR0030                         *CURRENT SURVEY CONTROL
 DR0030  ___________________________________________________________________
 DR0030* NAD 83(1986)-  33 38 26.     (N)    104 12 07.     (W)     SCALED    
 DR0030* NAVD 88     -      1200.566  (meters)    3938.86   (feet)  ADJUSTED  
 DR0030  ___________________________________________________________________
 DR0030  GEOID HEIGHT-         -23.21  (meters)                     GEOID03
 DR0030  DYNAMIC HT  -        1198.936 (meters)    3933.51  (feet)  COMP
 DR0030  MODELED GRAV-     979,237.7   (mgal)                       NAVD 88
 DR0030
 DR0030  VERT ORDER  -  FIRST     CLASS II
 DR0030
 DR0030.The horizontal coordinates were scaled from a topographic map and have
 DR0030.an estimated accuracy of +/- 6 seconds.
 DR0030
 DR0030.The orthometric height was determined by differential leveling
 DR0030.and adjusted by the National Geodetic Survey in June 1991..
 DR0030
 DR0030.The geoid height was determined by GEOID03.
 DR0030
 DR0030.The dynamic height is computed by dividing the NAVD 88
 DR0030.geopotential number by the normal gravity value computed on the
 DR0030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0030.degrees latitude (g = 980.6199 gals.).
 DR0030
 DR0030.The modeled gravity was interpolated from observed gravity values.
 DR0030
 DR0030;                    North         East    Units  Estimated Accuracy
 DR0030;SPC NM E     -   292,800.      177,190.      MT  (+/- 180 meters Scaled)
 DR0030
 DR0030                          SUPERSEDED SURVEY CONTROL
 DR0030
 DR0030  NGVD 29 (??/??/92) 1199.985  (m)         3936.95   (f) ADJ UNCH    1 2
 DR0030
 DR0030.Superseded values are not recommended for survey control.
 DR0030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0030.See file dsdata.txt to determine how the superseded data were derived.
 DR0030
 DR0030_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SET740225(NAD 83)
 DR0030_MARKER: DD = SURVEY DISK
 DR0030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR0030_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DR0030_STAMPING: 2Y/1
 DR0030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR0030+STABILITY: SURFACE MOTION
 DR0030
 DR0030  HISTORY     - Date     Condition        Report By
 DR0030  HISTORY     - UNK      MONUMENTED       DOD
 DR0030  HISTORY     - 1961     GOOD             NGS
 DR0030
 DR0030                          STATION DESCRIPTION
 DR0030
 DR0030'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 DR0030'3.2 MI NE FROM CAMPBELL.
 DR0030'0.7 MILE NORTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 DR0030'FROM THE STATION AT CAMPBELL, THENCE 1.0 MILE NORTH ALONG A TELEPHONE
 DR0030'LINE, THENCE 0.8 MILE NORTHWEST ACROSS COUNTRY, THENCE 0.7 MILE
 DR0030'NORTHEAST ACROSS COUNTRY, 222 FEET NORTH OF CAMP R.M. 1, 87.6 FEET
 DR0030'WEST OF THE SECURITY FENCE, 21 FEET EAST OF THE EMBANKMENT OF A DAM,
 DR0030'SET IN TOP OF A SQUARE CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0620 ***********************************************************************
 EQ0620  DESIGNATION -  20 B
 EQ0620  PID         -  EQ0620
 EQ0620  STATE/COUNTY-  NM/SOCORRO
 EQ0620  USGS QUAD   -  SCHOLLE (1995)
 EQ0620
 EQ0620                         *CURRENT SURVEY CONTROL
 EQ0620  ___________________________________________________________________
 EQ0620* NAD 83(1986)-  34 26 08.     (N)    106 26 52.     (W)     SCALED    
 EQ0620* NAVD 88     -      1751.009  (meters)    5744.77   (feet)  ADJUSTED  
 EQ0620  ___________________________________________________________________
 EQ0620  GEOID HEIGHT-         -20.50  (meters)                     GEOID03
 EQ0620  DYNAMIC HT  -        1748.524 (meters)    5736.62  (feet)  COMP
 EQ0620  MODELED GRAV-     979,153.9   (mgal)                       NAVD 88
 EQ0620
 EQ0620  VERT ORDER  -  FIRST     CLASS II
 EQ0620
 EQ0620.The horizontal coordinates were scaled from a topographic map and have
 EQ0620.an estimated accuracy of +/- 6 seconds.
 EQ0620
 EQ0620.The orthometric height was determined by differential leveling
 EQ0620.and adjusted by the National Geodetic Survey in June 1991..
 EQ0620
 EQ0620.The geoid height was determined by GEOID03.
 EQ0620
 EQ0620.The dynamic height is computed by dividing the NAVD 88
 EQ0620.geopotential number by the normal gravity value computed on the
 EQ0620.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0620.degrees latitude (g = 980.6199 gals.).
 EQ0620
 EQ0620.The modeled gravity was interpolated from observed gravity values.
 EQ0620
 EQ0620;                    North         East    Units  Estimated Accuracy
 EQ0620;SPC NM C     -   380,980.      481,820.      MT  (+/- 180 meters Scaled)
 EQ0620
 EQ0620                          SUPERSEDED SURVEY CONTROL
 EQ0620
 EQ0620.No superseded survey control is available for this station.
 EQ0620
 EQ0620_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU669114(NAD 83)
 EQ0620_MARKER: DB = BENCH MARK DISK
 EQ0620_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 EQ0620_SP_SET: ABUTMENT
 EQ0620_STAMPING: BM 20B 1972 TOPO. CENTER
 EQ0620_MARK LOGO: DMA   
 EQ0620_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EQ0620+STABILITY: POSITION/ELEVATION WELL
 EQ0620
 EQ0620  HISTORY     - Date     Condition        Report By
 EQ0620  HISTORY     - 1972     MONUMENTED       DMA
 EQ0620  HISTORY     - 1980     GOOD             NGS
 EQ0620
 EQ0620                          STATION DESCRIPTION
 EQ0620
 EQ0620'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 EQ0620'22.7 KM (14.1 MI) WEST FROM MOUNTAINAIR.
 EQ0620'22.7 KM (14.1 MI) WESTERLY ALONG U.S. HIGHWAY 60 FROM THE POST
 EQ0620'OFFICE IN MOUNTAINAIR, 0.4 KM (0.25 MI) NORTHEAST OF THE ATCHISON,
 EQ0620'TOPEKA AND SANTA FE RAILROAD, IN TOP OF THE NORTHWEST END OF THE
 EQ0620'NORTHEAST ABUTMENT OF A BRIDGE OVER MONTOSA ARROYO, 5.5 METERS
 EQ0620'(18.0 FT) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY AND 0.3 METER
 EQ0620'(1.0 FT) NORTHEAST OF THE SOUTHWEST END OF THE ABUTMENT.
 EQ0620'THE MARK IS 0.9 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0336 ***********************************************************************
 GM0336  DESIGNATION -  20 GMB
 GM0336  PID         -  GM0336
 GM0336  STATE/COUNTY-  NM/COLFAX
 GM0336  USGS QUAD   -  PALO FLECHADO PASS (1995)
 GM0336
 GM0336                         *CURRENT SURVEY CONTROL
 GM0336  ___________________________________________________________________
 GM0336* NAD 83(1986)-  36 23 27.     (N)    105 17 11.     (W)     SCALED    
 GM0336* NAVD 88     -      2569.163  (meters)    8429.00   (feet)  ADJUSTED  
 GM0336  ___________________________________________________________________
 GM0336  GEOID HEIGHT-         -16.81  (meters)                     GEOID03
 GM0336  DYNAMIC HT  -        2565.451 (meters)    8416.82  (feet)  COMP
 GM0336  MODELED GRAV-     979,094.1   (mgal)                       NAVD 88
 GM0336
 GM0336  VERT ORDER  -  SECOND    CLASS 0
 GM0336
 GM0336.The horizontal coordinates were scaled from a topographic map and have
 GM0336.an estimated accuracy of +/- 6 seconds.
 GM0336
 GM0336.The orthometric height was determined by differential leveling
 GM0336.and adjusted by the National Geodetic Survey in June 1991..
 GM0336
 GM0336.The geoid height was determined by GEOID03.
 GM0336
 GM0336.The dynamic height is computed by dividing the NAVD 88
 GM0336.geopotential number by the normal gravity value computed on the
 GM0336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GM0336.degrees latitude (g = 980.6199 gals.).
 GM0336
 GM0336.The modeled gravity was interpolated from observed gravity values.
 GM0336
 GM0336;                    North         East    Units  Estimated Accuracy
 GM0336;SPC NM E     -   598,300.       79,500.      MT  (+/- 180 meters Scaled)
 GM0336
 GM0336                          SUPERSEDED SURVEY CONTROL
 GM0336
 GM0336  NGVD 29 (??/??/92) 2567.909  (m)         8424.88   (f) ADJ UNCH    2 0
 GM0336
 GM0336.Superseded values are not recommended for survey control.
 GM0336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0336.See file dsdata.txt to determine how the superseded data were derived.
 GM0336
 GM0336_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDA743273(NAD 83)
 GM0336_MARKER: DD = SURVEY DISK
 GM0336_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GM0336_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GM0336_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GM0336+STABILITY: SURFACE MOTION
 GM0336
 GM0336  HISTORY     - Date     Condition        Report By
 GM0336  HISTORY     - UNK      MONUMENTED       USGS
 GM0336  HISTORY     - 1965     GOOD             USGS
 GM0336
 GM0336                          STATION DESCRIPTION
 GM0336
 GM0336'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 GM0336'12.45 MI S FROM EAGLE NEST.
 GM0336'ABOUT 12.45 MILES SO. ALONG STATE HWY 38 FROM THE P.O. AT EAGLE NEST.
 GM0336'290 FEET NNW FROM THE HWY AT A CULVERT, ABOUT 400 FT. SW OF A T-RD
 GM0336'EAST 150 FT. WEST OF THE HWY IN TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0352 ***********************************************************************
 GN0352  DESIGNATION -  202
 GN0352  PID         -  GN0352
 GN0352  STATE/COUNTY-  NM/SAN JUAN
 GN0352  USGS QUAD   -  CEDAR HILL (1985)
 GN0352
 GN0352                         *CURRENT SURVEY CONTROL
 GN0352  ___________________________________________________________________
 GN0352* NAD 83(1986)-  36 55 37.     (N)    107 54 07.     (W)     SCALED    
 GN0352* NAVD 88     -      1779.230  (meters)    5837.36   (feet)  ADJUSTED  
 GN0352  ___________________________________________________________________
 GN0352  GEOID HEIGHT-         -20.50  (meters)                     GEOID03
 GN0352  DYNAMIC HT  -        1776.990 (meters)    5830.01  (feet)  COMP
 GN0352  MODELED GRAV-     979,309.4   (mgal)                       NAVD 88
 GN0352
 GN0352  VERT ORDER  -  FIRST     CLASS II
 GN0352
 GN0352.The horizontal coordinates were scaled from a topographic map and have
 GN0352.an estimated accuracy of +/- 6 seconds.
 GN0352
 GN0352.The orthometric height was determined by differential leveling
 GN0352.and adjusted by the National Geodetic Survey in June 1991..
 GN0352
 GN0352.The geoid height was determined by GEOID03.
 GN0352
 GN0352.The dynamic height is computed by dividing the NAVD 88
 GN0352.geopotential number by the normal gravity value computed on the
 GN0352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GN0352.degrees latitude (g = 980.6199 gals.).
 GN0352
 GN0352.The modeled gravity was interpolated from observed gravity values.
 GN0352
 GN0352;                    North         East    Units  Estimated Accuracy
 GN0352;SPC NM W     -   657,380.      823,890.      MT  (+/- 180 meters Scaled)
 GN0352
 GN0352                          SUPERSEDED SURVEY CONTROL
 GN0352
 GN0352  NGVD 29 (??/??/92) 1778.096  (m)         5833.64   (f) ADJ UNCH    1 2
 GN0352
 GN0352.Superseded values are not recommended for survey control.
 GN0352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0352.See file dsdata.txt to determine how the superseded data were derived.
 GN0352
 GN0352_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBA415907(NAD 83)
 GN0352_MARKER: P = PIPE CAP
 GN0352_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GN0352_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GN0352_STAMPING: 202
 GN0352_MARK LOGO: USGS  
 GN0352_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GN0352
 GN0352  HISTORY     - Date     Condition        Report By
 GN0352  HISTORY     - UNK      MONUMENTED       USGS
 GN0352  HISTORY     - 1928     GOOD             NGS
 GN0352  HISTORY     - 1934     GOOD             NGS
 GN0352  HISTORY     - 1983     GOOD             NGS
 GN0352
 GN0352                          STATION DESCRIPTION
 GN0352
 GN0352'DESCRIBED BY NATIONAL GEODETIC SURVEY 1928
 GN0352'8.8 MI NE FROM AZTEC.
 GN0352'IN D. AND R. G. W. RR. RIGHT OF WAY, 50 FT. WEST OF MILE POST NO.
 GN0352'D-473, IN LINE OF TELEGRAPH POLES, 54 FEET EAST OF THE CENTER LINE OF
 GN0352'THE TRACKS.
 GN0352
 GN0352                          STATION RECOVERY (1934)
 GN0352
 GN0352'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 GN0352'RECOVERED IN GOOD CONDITION.
 GN0352
 GN0352                          STATION RECOVERY (1983)
 GN0352
 GN0352'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GN0352'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  38.3 KM (23.8
 GN0352'NORTHEASTERLY ALONG U.S. HIGHWAY 550 FROM ITS JUNCTION WITH STATE
 GN0352'HIGHWAY 371 (LAKE STREET) IN FARMINGTON, 1.0 KM (0.6 MI) SOUTHEAST OF
 GN0352'THE HIGHWAY BRIDGE OVER THE ANIMAS RIVER, 85.9 METERS (281.8 FT)
 GN0352'NORTHEAST OF UTILITY POLE NUMBER AC 184 R1, 33.6 METERS (110.2 FT)
 GN0352'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, AND 7.6 METERS (24.9 FT)
 GN0352'SOUTH OF A UTILITY POLE, AND SET ON THE TOP OF A SHALLOW-SET PIPE
 GN0352'PROJECTING 60 CENTIMETERS ABOVE THE GROUND.  NOTE--THE CAP IS NOW
 GN0352'STAMPED 5833.637.
 GN0352'THE MARK IS 0.5 METERS  N FROM A WITNESS POST.
 GN0352'THE MARK IS 1.8 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0889 ***********************************************************************
 CX0889  DESIGNATION -  208
 CX0889  PID         -  CX0889
 CX0889  STATE/COUNTY-  NM/LUNA
 CX0889  USGS QUAD   -  NUTT (1989)
 CX0889
 CX0889                         *CURRENT SURVEY CONTROL
 CX0889  ___________________________________________________________________
 CX0889* NAD 83(1986)-  32 32 22.     (N)    107 28 54.     (W)     SCALED    
 CX0889* NAVD 88     -      1418.812  (meters)    4654.89   (feet)  ADJUSTED  
 CX0889  ___________________________________________________________________
 CX0889  GEOID HEIGHT-         -23.86  (meters)                     GEOID03
 CX0889  DYNAMIC HT  -        1416.694 (meters)    4647.94  (feet)  COMP
 CX0889  MODELED GRAV-     979,095.4   (mgal)                       NAVD 88
 CX0889
 CX0889  VERT ORDER  -  FIRST     CLASS II
 CX0889
 CX0889.The horizontal coordinates were scaled from a topographic map and have
 CX0889.an estimated accuracy of +/- 6 seconds.
 CX0889
 CX0889.The orthometric height was determined by differential leveling
 CX0889.and adjusted by the National Geodetic Survey in June 1991..
 CX0889.WARNING-Repeat measurements at this control monument indicate possible
 CX0889.vertical movement.
 CX0889
 CX0889.The geoid height was determined by GEOID03.
 CX0889
 CX0889.The dynamic height is computed by dividing the NAVD 88
 CX0889.geopotential number by the normal gravity value computed on the
 CX0889.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0889.degrees latitude (g = 980.6199 gals.).
 CX0889
 CX0889.The modeled gravity was interpolated from observed gravity values.
 CX0889
 CX0889;                    North         East    Units  Estimated Accuracy
 CX0889;SPC NM W     -   170,740.      863,030.      MT  (+/- 180 meters Scaled)
 CX0889
 CX0889                          SUPERSEDED SURVEY CONTROL
 CX0889
 CX0889  NGVD 29 (??/??/92) 1418.132  (m)         4652.65   (f) ADJ UNCH    1 2
 CX0889
 CX0889.Superseded values are not recommended for survey control.
 CX0889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0889.See file dsdata.txt to determine how the superseded data were derived.
 CX0889
 CX0889_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBS669029(NAD 83)
 CX0889_MARKER: DD = SURVEY DISK
 CX0889_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CX0889_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CX0889_STAMPING: 208
 CX0889_PROJECTION: PROJECTING 10 CENTIMETERS
 CX0889_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX0889
 CX0889  HISTORY     - Date     Condition        Report By
 CX0889  HISTORY     - UNK      MONUMENTED       USGS
 CX0889  HISTORY     - 1952     GOOD             NGS
 CX0889  HISTORY     - 1980     GOOD             NGS
 CX0889
 CX0889                          STATION DESCRIPTION
 CX0889
 CX0889'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CX0889'3.0 MI SW FROM NUTT.
 CX0889'3.0 MILES SOUTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 CX0889'FROM THE STATION SIGN AT NUTT, 0.1 MILE NORTHEAST OF STATE HIGHWAY 26,
 CX0889'46 FEET NORTHWEST OF THE NORTHWEST RAIL, 47 FEET SOUTHWEST OF THE 1ST
 CX0889'POLE SOUTHWEST OF MILEPOST 1108, 2.8 FEET NORTHEAST OF A FENCE, 2.6
 CX0889'FEET NORTHEAST OF A WITNESS POST, RIVETED ON THE TOP OF A 3 1/2 INCH
 CX0889'IRON PIPE WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
 CX0889
 CX0889                          STATION RECOVERY (1980)
 CX0889
 CX0889'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CX0889'5.2 KILOMETERS (3.25 MILES) SOUTHWEST ALONG STATE HIGHWAY 26 FROM
 CX0889'ITS JUNCTION WITH STATE HIGHWAY 27 IN NUTT, THENCE 0.2 KILOMETER (0.1
 CX0889'MILE) SOUTHEASTERLY ALONG A TRACK ROAD, THENCE 40.2 METERS (132.0
 CX0889'FEET) NORTHEAST ALONG A TRACK ROAD BETWEEN THE RAILROAD TRACKS AND
 CX0889'A BARBED WIRE FENCE, 53.6 METERS (176.0 FEET) WEST-SOUTHWEST OF
 CX0889'RAILROAD MILEPOST 1108, 14.0 METERS (45.9 FEET) NORTHWEST OF THE
 CX0889'NORTHWEST RAIL OF THE RAILROAD AND 0.9 METERS (3.1 FEET) SOUTHEAST OF
 CX0889'A BARBED WIRE FENCE.
 CX0889'THE MARK IS 0.6 METERS  SW FROM A WITNESS POST.
 CX0889'THE MARK IS 1.0 M BELOW THE RAILROAD TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1118 ***********************************************************************
 CX1118  DESIGNATION -  211
 CX1118  PID         -  CX1118
 CX1118  STATE/COUNTY-  NM/LUNA
 CX1118  USGS QUAD   -  GREG HILLS (1989)
 CX1118
 CX1118                         *CURRENT SURVEY CONTROL
 CX1118  ___________________________________________________________________
 CX1118* NAD 83(1986)-  32 30 11.     (N)    107 30 35.     (W)     SCALED    
 CX1118* NAVD 88     -      1406.146  (meters)    4613.33   (feet)  ADJUSTED  
 CX1118  ___________________________________________________________________
 CX1118  GEOID HEIGHT-         -23.96  (meters)                     GEOID03
 CX1118  DYNAMIC HT  -        1404.032 (meters)    4606.40  (feet)  COMP
 CX1118  MODELED GRAV-     979,086.0   (mgal)                       NAVD 88
 CX1118
 CX1118  VERT ORDER  -  FIRST     CLASS II
 CX1118
 CX1118.The horizontal coordinates were scaled from a topographic map and have
 CX1118.an estimated accuracy of +/- 6 seconds.
 CX1118
 CX1118.The orthometric height was determined by differential leveling
 CX1118.and adjusted by the National Geodetic Survey in June 1991..
 CX1118
 CX1118.The geoid height was determined by GEOID03.
 CX1118
 CX1118.The dynamic height is computed by dividing the NAVD 88
 CX1118.geopotential number by the normal gravity value computed on the
 CX1118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX1118.degrees latitude (g = 980.6199 gals.).
 CX1118
 CX1118.The modeled gravity was interpolated from observed gravity values.
 CX1118
 CX1118;                    North         East    Units  Estimated Accuracy
 CX1118;SPC NM W     -   166,700.      860,410.      MT  (+/- 180 meters Scaled)
 CX1118
 CX1118                          SUPERSEDED SURVEY CONTROL
 CX1118
 CX1118  NGVD 29 (??/??/92) 1405.444  (m)         4611.03   (f) ADJ UNCH    1 2
 CX1118
 CX1118.Superseded values are not recommended for survey control.
 CX1118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1118.See file dsdata.txt to determine how the superseded data were derived.
 CX1118
 CX1118_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBR642989(NAD 83)
 CX1118_MARKER: DD = SURVEY DISK
 CX1118_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CX1118_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CX1118_STAMPING: 211
 CX1118_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX1118
 CX1118  HISTORY     - Date     Condition        Report By
 CX1118  HISTORY     - UNK      MONUMENTED       USGS
 CX1118  HISTORY     - 1952     GOOD             NGS
 CX1118  HISTORY     - 1980     GOOD             NGS
 CX1118
 CX1118                          STATION DESCRIPTION
 CX1118
 CX1118'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CX1118'6.0 MI SW FROM NUTT.
 CX1118'6.0 MILES SOUTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 CX1118'FROM THE STATION SIGN AT NUTT, 76 FEET SOUTHWEST OF MILEPOST 1111, 159
 CX1118'FEET EAST OF THE CENTER LINE OF STATE HIGHWAY 26, 2.4 FEET EAST OF A
 CX1118'FENCE, 3 FEET NORTH OF A WITNESS POST, RIVETED ON THE TOP OF A 3 1/2
 CX1118'INCH IRON PIPE WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 CX1118
 CX1118                          STATION RECOVERY (1980)
 CX1118
 CX1118'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CX1118'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1003 ***********************************************************************
 CX1003  DESIGNATION -  214
 CX1003  PID         -  CX1003
 CX1003  STATE/COUNTY-  NM/LUNA
 CX1003  USGS QUAD   -  FLORIDA (1964)
 CX1003
 CX1003                         *CURRENT SURVEY CONTROL
 CX1003  ___________________________________________________________________
 CX1003* NAD 83(1986)-  32 28 00.     (N)    107 32 17.     (W)     SCALED    
 CX1003* NAVD 88     -      1397.912  (meters)    4586.32   (feet)  ADJUSTED  
 CX1003  ___________________________________________________________________
 CX1003  GEOID HEIGHT-         -24.05  (meters)                     GEOID03
 CX1003  DYNAMIC HT  -        1395.801 (meters)    4579.39  (feet)  COMP
 CX1003  MODELED GRAV-     979,079.3   (mgal)                       NAVD 88
 CX1003
 CX1003  VERT ORDER  -  FIRST     CLASS II
 CX1003
 CX1003.The horizontal coordinates were scaled from a topographic map and have
 CX1003.an estimated accuracy of +/- 6 seconds.
 CX1003
 CX1003.The orthometric height was determined by differential leveling
 CX1003.and adjusted by the National Geodetic Survey in June 1991..
 CX1003
 CX1003.The geoid height was determined by GEOID03.
 CX1003
 CX1003.The dynamic height is computed by dividing the NAVD 88
 CX1003.geopotential number by the normal gravity value computed on the
 CX1003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX1003.degrees latitude (g = 980.6199 gals.).
 CX1003
 CX1003.The modeled gravity was interpolated from observed gravity values.
 CX1003
 CX1003;                    North         East    Units  Estimated Accuracy
 CX1003;SPC NM W     -   162,650.      857,760.      MT  (+/- 180 meters Scaled)
 CX1003
 CX1003                          SUPERSEDED SURVEY CONTROL
 CX1003
 CX1003  NGVD 29 (??/??/92) 1397.202  (m)         4583.99   (f) ADJ UNCH    1 2
 CX1003
 CX1003.Superseded values are not recommended for survey control.
 CX1003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1003.See file dsdata.txt to determine how the superseded data were derived.
 CX1003
 CX1003_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBR614950(NAD 83)
 CX1003_MARKER: DD = SURVEY DISK
 CX1003_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CX1003_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CX1003_STAMPING: 214
 CX1003_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX1003
 CX1003  HISTORY     - Date     Condition        Report By
 CX1003  HISTORY     - UNK      MONUMENTED       USGS
 CX1003  HISTORY     - 1952     GOOD             NGS
 CX1003  HISTORY     - 1980     GOOD             NGS
 CX1003
 CX1003                          STATION DESCRIPTION
 CX1003
 CX1003'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CX1003'9.0 MI SW FROM NUTT.
 CX1003'9.0 MILES SOUTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 CX1003'FROM THE STATION SIGN AT NUTT, 89 FEET SOUTHWEST OF MILEPOST 1114,
 CX1003'155.4 FEET EAST OF THE CENTER LINE OF STATE HIGHWAY 26, 45 FEET WEST
 CX1003'OF THE WEST RAIL, 3 FEET EAST OF A FENCE, 3 FEET SOUTHWEST OF A
 CX1003'WITNESS POST, RIVETED ON THE TOP OF A 3 1/2 INCH IRON PIPE WHICH
 CX1003'PROJECTS 0.7 FOOT ABOVE THE GROUND.
 CX1003
 CX1003                          STATION RECOVERY (1980)
 CX1003
 CX1003'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CX1003'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0183 ***********************************************************************
 FO0183  DESIGNATION -  215 A
 FO0183  PID         -  FO0183
 FO0183  STATE/COUNTY-  NM/BERNALILLO
 FO0183  USGS QUAD   -  SEDILLO (1995)
 FO0183
 FO0183                         *CURRENT SURVEY CONTROL
 FO0183  ___________________________________________________________________
 FO0183* NAD 83(1986)-  35 02 07.     (N)    106 22 15.     (W)     SCALED    
 FO0183* NAVD 88     -      2082.834  (meters)    6833.43   (feet)  ADJUSTED  
 FO0183  ___________________________________________________________________
 FO0183  GEOID HEIGHT-         -19.58  (meters)                     GEOID03
 FO0183  DYNAMIC HT  -        2079.912 (meters)    6823.84  (feet)  COMP
 FO0183  MODELED GRAV-     979,156.3   (mgal)                       NAVD 88
 FO0183
 FO0183  VERT ORDER  -  SECOND    CLASS 0
 FO0183
 FO0183.The horizontal coordinates were scaled from a topographic map and have
 FO0183.an estimated accuracy of +/- 6 seconds.
 FO0183
 FO0183.The orthometric height was determined by differential leveling
 FO0183.and adjusted by the National Geodetic Survey in June 1991..
 FO0183
 FO0183.The geoid height was determined by GEOID03.
 FO0183
 FO0183.The dynamic height is computed by dividing the NAVD 88
 FO0183.geopotential number by the normal gravity value computed on the
 FO0183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0183.degrees latitude (g = 980.6199 gals.).
 FO0183
 FO0183.The modeled gravity was interpolated from observed gravity values.
 FO0183
 FO0183;                    North         East    Units  Estimated Accuracy
 FO0183;SPC NM C     -   447,490.      488,980.      MT  (+/- 180 meters Scaled)
 FO0183
 FO0183                          SUPERSEDED SURVEY CONTROL
 FO0183
 FO0183  NGVD 29 (??/??/92) 2081.965  (m)         6830.58   (f) ADJ UNCH    2 0
 FO0183
 FO0183.Superseded values are not recommended for survey control.
 FO0183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0183.See file dsdata.txt to determine how the superseded data were derived.
 FO0183
 FO0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU749778(NAD 83)
 FO0183_MARKER: DB = BENCH MARK DISK
 FO0183_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FO0183_SP_SET: CULVERT
 FO0183_STAMPING: NM BER 215 A 1934 ELEV 6831
 FO0183_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FO0183
 FO0183  HISTORY     - Date     Condition        Report By
 FO0183  HISTORY     - 1934     MONUMENTED       CGS
 FO0183  HISTORY     - 1935     GOOD             NGS
 FO0183
 FO0183                          STATION DESCRIPTION
 FO0183
 FO0183'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FO0183'4.1 MI S FROM TIJERAS RANGER STA.
 FO0183'4.1 MILES SOUTH ALONG THE YRISARRI ROAD FROM THE RANGER STATION AT
 FO0183'TIJERAS, BERNALILLO COUNTY, AT A CONCRETE CULVERT, IN THE TOP OF THE
 FO0183'SOUTH HEADWALL, AND 22 FEET SOUTH OF THE CENTERLINE OF THE ROAD.  A
 FO0183'STATE SURVEY STANDARD DISK, STAMPED NM BER 215 A 1934 ELEV 6831.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0182 ***********************************************************************
 FO0182  DESIGNATION -  215 B
 FO0182  PID         -  FO0182
 FO0182  STATE/COUNTY-  NM/BERNALILLO
 FO0182  USGS QUAD   -  SEDILLO (1995)
 FO0182
 FO0182                         *CURRENT SURVEY CONTROL
 FO0182  ___________________________________________________________________
 FO0182* NAD 83(1986)-  35 01 59.     (N)    106 21 20.     (W)     SCALED    
 FO0182* NAVD 88     -      2132.805  (meters)    6997.38   (feet)  ADJUSTED  
 FO0182  ___________________________________________________________________
 FO0182  GEOID HEIGHT-         -19.52  (meters)                     GEOID03
 FO0182  DYNAMIC HT  -        2129.797 (meters)    6987.51  (feet)  COMP
 FO0182  MODELED GRAV-     979,146.5   (mgal)                       NAVD 88
 FO0182
 FO0182  VERT ORDER  -  SECOND    CLASS 0
 FO0182
 FO0182.The horizontal coordinates were scaled from a topographic map and have
 FO0182.an estimated accuracy of +/- 6 seconds.
 FO0182
 FO0182.The orthometric height was determined by differential leveling
 FO0182.and adjusted by the National Geodetic Survey in June 1991..
 FO0182
 FO0182.The geoid height was determined by GEOID03.
 FO0182
 FO0182.The dynamic height is computed by dividing the NAVD 88
 FO0182.geopotential number by the normal gravity value computed on the
 FO0182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0182.degrees latitude (g = 980.6199 gals.).
 FO0182
 FO0182.The modeled gravity was interpolated from observed gravity values.
 FO0182
 FO0182;                    North         East    Units  Estimated Accuracy
 FO0182;SPC NM C     -   447,250.      490,370.      MT  (+/- 180 meters Scaled)
 FO0182
 FO0182                          SUPERSEDED SURVEY CONTROL
 FO0182
 FO0182  NGVD 29 (??/??/92) 2131.928  (m)         6994.50   (f) ADJ UNCH    2 0
 FO0182
 FO0182.Superseded values are not recommended for survey control.
 FO0182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0182.See file dsdata.txt to determine how the superseded data were derived.
 FO0182
 FO0182_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU763775(NAD 83)
 FO0182_MARKER: DB = BENCH MARK DISK
 FO0182_SETTING: 66 = SET IN ROCK OUTCROP
 FO0182_SP_SET: ROCK
 FO0182_STAMPING: NM BER 215 B 1934 ELEV 6996.8
 FO0182_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FO0182+STABILITY: POSITION/ELEVATION WELL
 FO0182
 FO0182  HISTORY     - Date     Condition        Report By
 FO0182  HISTORY     - 1934     MONUMENTED       CGS
 FO0182  HISTORY     - 1935     GOOD             NGS
 FO0182
 FO0182                          STATION DESCRIPTION
 FO0182
 FO0182'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FO0182'5.1 MI S FROM TIJERAS RANGER STA.
 FO0182'5.1 MILES SOUTH ALONG THE YRISARRI ROAD FROM THE RANGER STATION AT
 FO0182'TIJERAS, BERNALILLO COUNTY, ON THE SIDE OF A HILL AT THE JUNCTION OF A
 FO0182'ROAD LEADING TO SABINO, 55 FEET NORTHEAST OF THE CENTER OF THE
 FO0182'INTERSECTION OF OLD ROADS, IN THE TOP OF A ROCK OUTCROP, AND ABOUT 17
 FO0182'FEET ABOVE THE LEVEL OF THE ROAD.  A STATE SURVEY STANDARD DISK,
 FO0182'STAMPED NM BER 215 B 1934 ELEV 6996.8.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1006 ***********************************************************************
 CX1006  DESIGNATION -  217
 CX1006  PID         -  CX1006
 CX1006  STATE/COUNTY-  NM/LUNA
 CX1006  USGS QUAD   -  FLORIDA (1964)
 CX1006
 CX1006                         *CURRENT SURVEY CONTROL
 CX1006  ___________________________________________________________________
 CX1006* NAD 83(1986)-  32 25 49.     (N)    107 33 57.     (W)     SCALED    
 CX1006* NAVD 88     -      1379.751  (meters)    4526.73   (feet)  ADJUSTED  
 CX1006  ___________________________________________________________________
 CX1006  GEOID HEIGHT-         -24.11  (meters)                     GEOID03
 CX1006  DYNAMIC HT  -        1377.670 (meters)    4519.91  (feet)  COMP
 CX1006  MODELED GRAV-     979,082.5   (mgal)                       NAVD 88
 CX1006
 CX1006  VERT ORDER  -  FIRST     CLASS II
 CX1006
 CX1006.The horizontal coordinates were scaled from a topographic map and have
 CX1006.an estimated accuracy of +/- 6 seconds.
 CX1006
 CX1006.The orthometric height was determined by differential leveling
 CX1006.and adjusted by the National Geodetic Survey in June 1991..
 CX1006
 CX1006.The geoid height was determined by GEOID03.
 CX1006
 CX1006.The dynamic height is computed by dividing the NAVD 88
 CX1006.geopotential number by the normal gravity value computed on the
 CX1006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX1006.degrees latitude (g = 980.6199 gals.).
 CX1006
 CX1006.The modeled gravity was interpolated from observed gravity values.
 CX1006
 CX1006;                    North         East    Units  Estimated Accuracy
 CX1006;SPC NM W     -   158,610.      855,160.      MT  (+/- 180 meters Scaled)
 CX1006
 CX1006                          SUPERSEDED SURVEY CONTROL
 CX1006
 CX1006  NGVD 29 (??/??/92) 1379.032  (m)         4524.37   (f) ADJ UNCH    1 2
 CX1006
 CX1006.Superseded values are not recommended for survey control.
 CX1006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1006.See file dsdata.txt to determine how the superseded data were derived.
 CX1006
 CX1006_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBR587910(NAD 83)
 CX1006_MARKER: DD = SURVEY DISK
 CX1006_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CX1006_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CX1006_STAMPING: 217
 CX1006_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX1006
 CX1006  HISTORY     - Date     Condition        Report By
 CX1006  HISTORY     - UNK      MONUMENTED       USGS
 CX1006  HISTORY     - 1952     GOOD             NGS
 CX1006  HISTORY     - 1980     GOOD             NGS
 CX1006
 CX1006                          STATION DESCRIPTION
 CX1006
 CX1006'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CX1006'16.0 MI NE FROM DEMING.
 CX1006'16.0 MILES NORTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 CX1006'FROM THE STATION AT DEMING, 46 FEET NORTHWEST OF THE NORTHWEST RAIL,
 CX1006'39 FEET SOUTHWEST OF MILEPOST 1117, 2.6 FEET NORTHEAST OF A FENCE, 2
 CX1006'FEET NORTHEAST OF A WITNESS POST, RIVETED ON THE TOP OF THE 3 1/2 INCH
 CX1006'IRON PIPE WHICH PROJECTS 1.0 FOOT ABOVE THE GROUND.
 CX1006
 CX1006                          STATION RECOVERY (1980)
 CX1006
 CX1006'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CX1006'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0626 ***********************************************************************
 DR0626  DESIGNATION -  217+02
 DR0626  PID         -  DR0626
 DR0626  STATE/COUNTY-  NM/LINCOLN
 DR0626  USGS QUAD   -  RUIDOSO DOWNS (1963)
 DR0626
 DR0626                         *CURRENT SURVEY CONTROL
 DR0626  ___________________________________________________________________
 DR0626* NAD 83(1986)-  33 19 53.     (N)    105 35 24.     (W)     SCALED    
 DR0626* NAVD 88     -      1956.925  (meters)    6420.34   (feet)  ADJUSTED  
 DR0626  ___________________________________________________________________
 DR0626  GEOID HEIGHT-         -19.54  (meters)                     GEOID03
 DR0626  DYNAMIC HT  -        1953.960 (meters)    6410.62  (feet)  COMP
 DR0626  MODELED GRAV-     979,051.2   (mgal)                       NAVD 88
 DR0626
 DR0626  VERT ORDER  -  FIRST     CLASS II
 DR0626
 DR0626.The horizontal coordinates were scaled from a topographic map and have
 DR0626.an estimated accuracy of +/- 6 seconds.
 DR0626
 DR0626.The orthometric height was determined by differential leveling
 DR0626.and adjusted by the National Geodetic Survey in June 1991..
 DR0626
 DR0626.The geoid height was determined by GEOID03.
 DR0626
 DR0626.The dynamic height is computed by dividing the NAVD 88
 DR0626.geopotential number by the normal gravity value computed on the
 DR0626.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0626.degrees latitude (g = 980.6199 gals.).
 DR0626
 DR0626.The modeled gravity was interpolated from observed gravity values.
 DR0626
 DR0626;                    North         East    Units  Estimated Accuracy
 DR0626;SPC NM C     -   258,700.      561,440.      MT  (+/- 180 meters Scaled)
 DR0626
 DR0626                          SUPERSEDED SURVEY CONTROL
 DR0626
 DR0626  NGVD 29 (??/??/92) 1956.200  (m)         6417.97   (f) ADJ UNCH    1 2
 DR0626
 DR0626.Superseded values are not recommended for survey control.
 DR0626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0626.See file dsdata.txt to determine how the superseded data were derived.
 DR0626
 DR0626_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDS450881(NAD 83)
 DR0626_MARKER: DD = SURVEY DISK
 DR0626_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DR0626_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DR0626_STAMPING: 217+02
 DR0626_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR0626
 DR0626  HISTORY     - Date     Condition        Report By
 DR0626  HISTORY     - UNK      MONUMENTED       BPR
 DR0626  HISTORY     - 1934     GOOD             NGS
 DR0626  HISTORY     - 1963     MARK NOT FOUND   USGS
 DR0626
 DR0626                          STATION DESCRIPTION
 DR0626
 DR0626'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DR0626'18.9 MI NE FROM MESCALERO.
 DR0626'IN LINCOLN COUNTY, 18.9 MILES NORTHEAST ALONG U.S. HIGHWAY 70 FROM
 DR0626'MESCALERO, OTERO COUNTY, 2.1 MILES NORTHEAST OF THE POST OFFICE AT
 DR0626'HOLLYWOOD, LINCOLN COUNTY, 0.2 MILE SOUTHWEST OF THE OLD WHITE
 DR0626'MOUNTAIN INN, AT STATION 217+02, 33 FEET NORTH OF THE CENTERLINE OF
 DR0626'THE HIGHWAY, AND 2 FEET SOUTH OF A FENCE LINE.  A UNITED STATES BUREAU
 DR0626'OF PUBLIC ROADS STANDARD CAP, STAMPED 217+02 AND FASTENED ON THE TOP
 DR0626'OF AN IRON PIPE SET IN CONCRETE.
 DR0626
 DR0626                          STATION RECOVERY (1963)
 DR0626
 DR0626'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 DR0626'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0576 ***********************************************************************
 CV0576  DESIGNATION -  218
 CV0576  PID         -  CV0576
 CV0576  STATE/COUNTY-  NM/EDDY
 CV0576  USGS QUAD   -  REMUDA BASIN (1985)
 CV0576
 CV0576                         *CURRENT SURVEY CONTROL
 CV0576  ___________________________________________________________________
 CV0576* NAD 83(1986)-  32 21 10.     (N)    103 52 58.     (W)     SCALED    
 CV0576* NAVD 88     -       959.842  (meters)    3149.08   (feet)  ADJUSTED  
 CV0576  ___________________________________________________________________
 CV0576  GEOID HEIGHT-         -24.64  (meters)                     GEOID03
 CV0576  DYNAMIC HT  -         958.461 (meters)    3144.55  (feet)  COMP
 CV0576  MODELED GRAV-     979,168.1   (mgal)                       NAVD 88
 CV0576
 CV0576  VERT ORDER  -  FIRST     CLASS I
 CV0576
 CV0576.The horizontal coordinates were scaled from a topographic map and have
 CV0576.an estimated accuracy of +/- 6 seconds.
 CV0576
 CV0576.The orthometric height was determined by differential leveling
 CV0576.and adjusted by the National Geodetic Survey in June 1991..
 CV0576.WARNING-Repeat measurements at this control monument indicate possible
 CV0576.vertical movement.
 CV0576
 CV0576.The geoid height was determined by GEOID03.
 CV0576
 CV0576.The dynamic height is computed by dividing the NAVD 88
 CV0576.geopotential number by the normal gravity value computed on the
 CV0576.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0576.degrees latitude (g = 980.6199 gals.).
 CV0576
 CV0576.The modeled gravity was interpolated from observed gravity values.
 CV0576
 CV0576;                    North         East    Units  Estimated Accuracy
 CV0576;SPC NM E     -   150,070.      207,410.      MT  (+/- 180 meters Scaled)
 CV0576
 CV0576                          SUPERSEDED SURVEY CONTROL
 CV0576
 CV0576  NGVD 29 (??/??/92)  959.350  (m)         3147.47   (f) ADJ UNCH    1 1
 CV0576
 CV0576.Superseded values are not recommended for survey control.
 CV0576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0576.See file dsdata.txt to determine how the superseded data were derived.
 CV0576
 CV0576_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFR051800(NAD 83)
 CV0576_MARKER: DD = SURVEY DISK
 CV0576_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CV0576_SP_SET: 4 INCH STEEL PIPE
 CV0576_STAMPING: DS+P NO 218 POTASH TEST GEN. NE 1/4 SEC.33 6/28/61
 CV0576_MARK LOGO: USGS  
 CV0576_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CV0576
 CV0576  HISTORY     - Date     Condition        Report By
 CV0576  HISTORY     - 1961     MONUMENTED       USGS
 CV0576  HISTORY     - 1977     GOOD             NGS
 CV0576  HISTORY     - 1981     GOOD             NGS
 CV0576
 CV0576                          STATION DESCRIPTION
 CV0576
 CV0576'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CV0576'40.5 MI EAST FROM CARLSBAD.
 CV0576'17.2 MILES NORTHWEST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE BATAAN
 CV0576'BRIDGE OVER THE PECOS RIVER, THENCE 14.95 MILES SOUTH ALONG STATE
 CV0576'HIGHWAY 31 , THENCE 6.95 MILES EAST ALONG STATE HIGHWAY 128, THENCE
 CV0576'1.4 MILES NORTH ALONG AN ASPHALT ROAD LEADING TO THE DUVAL COMPANY
 CV0576'NASH DRAW MINE, 0.15 MILE SOUTH OF THE SOUTHWEST ONE OF 2 ENTRANCE
 CV0576'GATES TO THE MINE BUILDINGS, 86 FT EAST OF THE CENTERLINE OF THE
 CV0576'ASPHALT ROAD.
 CV0576
 CV0576                          STATION RECOVERY (1981)
 CV0576
 CV0576'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CV0576'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0570 ***********************************************************************
 CV0570  DESIGNATION -  22
 CV0570  PID         -  CV0570
 CV0570  STATE/COUNTY-  NM/EDDY
 CV0570  USGS QUAD   -  REMUDA BASIN (1985)
 CV0570
 CV0570                         *CURRENT SURVEY CONTROL
 CV0570  ___________________________________________________________________
 CV0570* NAD 83(1986)-  32 16 52.     (N)    103 56 18.     (W)     SCALED    
 CV0570* NAVD 88     -       935.172  (meters)    3068.14   (feet)  ADJUSTED  
 CV0570  ___________________________________________________________________
 CV0570  GEOID HEIGHT-         -24.97  (meters)                     GEOID03
 CV0570  DYNAMIC HT  -         933.826 (meters)    3063.73  (feet)  COMP
 CV0570  MODELED GRAV-     979,169.0   (mgal)                       NAVD 88
 CV0570
 CV0570  VERT ORDER  -  FIRST     CLASS I
 CV0570
 CV0570.The horizontal coordinates were scaled from a topographic map and have
 CV0570.an estimated accuracy of +/- 6 seconds.
 CV0570
 CV0570.The orthometric height was determined by differential leveling
 CV0570.and adjusted by the National Geodetic Survey in June 1991..
 CV0570.WARNING-Repeat measurements at this control monument indicate possible
 CV0570.vertical movement.
 CV0570
 CV0570.The geoid height was determined by GEOID03.
 CV0570
 CV0570.The dynamic height is computed by dividing the NAVD 88
 CV0570.geopotential number by the normal gravity value computed on the
 CV0570.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0570.degrees latitude (g = 980.6199 gals.).
 CV0570
 CV0570.The modeled gravity was interpolated from observed gravity values.
 CV0570
 CV0570;                    North         East    Units  Estimated Accuracy
 CV0570;SPC NM E     -   142,110.      202,210.      MT  (+/- 180 meters Scaled)
 CV0570
 CV0570                          SUPERSEDED SURVEY CONTROL
 CV0570
 CV0570  NGVD 29 (??/??/92)  934.684  (m)         3066.54   (f) ADJ UNCH    1 1
 CV0570
 CV0570.Superseded values are not recommended for survey control.
 CV0570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0570.See file dsdata.txt to determine how the superseded data were derived.
 CV0570
 CV0570_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SER999720(NAD 83)
 CV0570_MARKER: DB = BENCH MARK DISK
 CV0570_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CV0570_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CV0570_MARK LOGO: USGS  
 CV0570_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CV0570
 CV0570  HISTORY     - Date     Condition        Report By
 CV0570  HISTORY     - UNK      MONUMENTED       USGS
 CV0570  HISTORY     - 1977     GOOD             NGS
 CV0570  HISTORY     - 1981     GOOD             NGS
 CV0570
 CV0570                          STATION DESCRIPTION
 CV0570
 CV0570'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CV0570'40.7 MI EAST FROM CARLSBAD.
 CV0570'17.2 MILES NORTHEAST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE EAST END
 CV0570'OF THE BATAAN BRIDGE OVER THE PECOS RIVER, THENCE 14.95 MILES SOUTH
 CV0570'ALONG STATE HIGHWAY 31, THENCE 4.25 MILES EAST ALONG STATE HIGHWAY
 CV0570'128, THENCE 4.3 MILES SOUTH ALONG A DIRT ROAD, 0.45 MILE SOUTH OF
 CV0570'BENCH MARK X 347, 229 FT. WEST OF THE CENTER LINE OF THE ROAD, A DISK
 CV0570'CEMENTED IN THE TOP OF A 4-INCH IRON PIPE WELL CASING WHICH PROJECTS
 CV0570'4 FT. ABOVE THE GROUND, THE DISK IS STAMPED--SHELL OIL DOGTOWN USGS 22
 CV0570'NW 4 NE 4 SEC 25 T23S R29E NMPM EL 3070.  THE DEPTH OF THE PIPE IS
 CV0570'UNKNOWN.
 CV0570
 CV0570                          STATION RECOVERY (1981)
 CV0570
 CV0570'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CV0570'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0260 ***********************************************************************
 EQ0260  DESIGNATION -  22 L
 EQ0260  PID         -  EQ0260
 EQ0260  STATE/COUNTY-  NM/VALENCIA
 EQ0260  USGS QUAD   -  BELEN (1991)
 EQ0260
 EQ0260                         *CURRENT SURVEY CONTROL
 EQ0260  ___________________________________________________________________
 EQ0260* NAD 83(1986)-  34 39 14.     (N)    106 46 44.     (W)     SCALED    
 EQ0260* NAVD 88     -      1465.155  (meters)    4806.93   (feet)  POSTED    
 EQ0260  ___________________________________________________________________
 EQ0260  GEOID HEIGHT-         -21.91  (meters)                     GEOID03
 EQ0260  DYNAMIC HT  -        1463.120 (meters)    4800.25  (feet)  COMP
 EQ0260  MODELED GRAV-     979,195.5   (mgal)                       NAVD 88
 EQ0260
 EQ0260  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 EQ0260
 EQ0260.The horizontal coordinates were scaled from a topographic map and have
 EQ0260.an estimated accuracy of +/- 6 seconds.
 EQ0260
 EQ0260.The orthometric height was determined by differential leveling
 EQ0260.and adjusted by the National Geodetic Survey in 1992..
 EQ0260.No vertical observational check was made to the station.
 EQ0260.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 EQ0260.was located on a no-check spur therefore a value was not computed.
 EQ0260
 EQ0260.The geoid height was determined by GEOID03.
 EQ0260
 EQ0260.The dynamic height is computed by dividing the NAVD 88
 EQ0260.geopotential number by the normal gravity value computed on the
 EQ0260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0260.degrees latitude (g = 980.6199 gals.).
 EQ0260
 EQ0260.The modeled gravity was interpolated from observed gravity values.
 EQ0260
 EQ0260;                    North         East    Units  Estimated Accuracy
 EQ0260;SPC NM C     -   405,310.      451,520.      MT  (+/- 180 meters Scaled)
 EQ0260
 EQ0260                          SUPERSEDED SURVEY CONTROL
 EQ0260
 EQ0260  NGVD 29 (??/??/92) 1464.398  (m)         4804.45   (f) ADJ UNCH    1 2
 EQ0260
 EQ0260.Superseded values are not recommended for survey control.
 EQ0260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0260.See file dsdata.txt to determine how the superseded data were derived.
 EQ0260
 EQ0260_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU369361(NAD 83)
 EQ0260_MARKER: DD = SURVEY DISK
 EQ0260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EQ0260_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EQ0260_STAMPING: 22 L 1946 4804
 EQ0260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EQ0260+STABILITY: SURFACE MOTION
 EQ0260
 EQ0260  HISTORY     - Date     Condition        Report By
 EQ0260  HISTORY     - 1946     MONUMENTED       USGS
 EQ0260  HISTORY     - 1951     GOOD             NGS
 EQ0260  HISTORY     - 1982     MARK NOT FOUND   NGS
 EQ0260
 EQ0260                          STATION DESCRIPTION
 EQ0260
 EQ0260'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 EQ0260'0.35 MI S FROM BELEN.
 EQ0260'0.35 MILE SOUTH ALONG U.S. HIGHWAY 85 FROM THE POST OFFICE AT BELEN,
 EQ0260'AT A JUNCTION WITH AN EAST AND WEST STREET, 86 FEET SOUTHWEST OF THE
 EQ0260'SOUTHWEST CORNER OF THE SQUARE DEAL LUMBER YARD, 31 FEET WEST OF THE
 EQ0260'CENTER LINE OF THE HIGHWAY, 32 FEET SOUTH OF THE CENTER LINE OF AN
 EQ0260'EAST AND WEST STREET, 6 FEET SOUTHWEST OF A POWER POLE, SET IN THE TOP
 EQ0260'OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 EQ0260
 EQ0260                          STATION RECOVERY (1982)
 EQ0260
 EQ0260'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 EQ0260'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1009 ***********************************************************************
 CX1009  DESIGNATION -  220
 CX1009  PID         -  CX1009
 CX1009  STATE/COUNTY-  NM/LUNA
 CX1009  USGS QUAD   -  FLORIDA (1964)
 CX1009
 CX1009                         *CURRENT SURVEY CONTROL
 CX1009  ___________________________________________________________________
 CX1009* NAD 83(1986)-  32 23 38.     (N)    107 35 38.     (W)     SCALED    
 CX1009* NAVD 88     -      1367.251  (meters)    4485.72   (feet)  ADJUSTED  
 CX1009  ___________________________________________________________________
 CX1009  GEOID HEIGHT-         -24.16  (meters)                     GEOID03
 CX1009  DYNAMIC HT  -        1365.200 (meters)    4478.99  (feet)  COMP
 CX1009  MODELED GRAV-     979,090.8   (mgal)                       NAVD 88
 CX1009
 CX1009  VERT ORDER  -  FIRST     CLASS II
 CX1009
 CX1009.The horizontal coordinates were scaled from a topographic map and have
 CX1009.an estimated accuracy of +/- 6 seconds.
 CX1009
 CX1009.The orthometric height was determined by differential leveling
 CX1009.and adjusted by the National Geodetic Survey in June 1991..
 CX1009
 CX1009.The geoid height was determined by GEOID03.
 CX1009
 CX1009.The dynamic height is computed by dividing the NAVD 88
 CX1009.geopotential number by the normal gravity value computed on the
 CX1009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX1009.degrees latitude (g = 980.6199 gals.).
 CX1009
 CX1009.The modeled gravity was interpolated from observed gravity values.
 CX1009
 CX1009;                    North         East    Units  Estimated Accuracy
 CX1009;SPC NM W     -   154,570.      852,530.      MT  (+/- 180 meters Scaled)
 CX1009
 CX1009                          SUPERSEDED SURVEY CONTROL
 CX1009
 CX1009  NGVD 29 (??/??/92) 1366.541  (m)         4483.39   (f) ADJ UNCH    1 2
 CX1009
 CX1009.Superseded values are not recommended for survey control.
 CX1009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1009.See file dsdata.txt to determine how the superseded data were derived.
 CX1009
 CX1009_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBR560870(NAD 83)
 CX1009_MARKER: DD = SURVEY DISK
 CX1009_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CX1009_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CX1009_STAMPING: 220
 CX1009_PROJECTION: PROJECTING 18 CENTIMETERS
 CX1009_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX1009
 CX1009  HISTORY     - Date     Condition        Report By
 CX1009  HISTORY     - UNK      MONUMENTED       USGS
 CX1009  HISTORY     - 1952     GOOD             NGS
 CX1009  HISTORY     - 1980     GOOD             NGS
 CX1009
 CX1009                          STATION DESCRIPTION
 CX1009
 CX1009'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CX1009'13.0 MI NE FROM DEMING.
 CX1009'13.0 MILES NORTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 CX1009'FROM THE STATION AT DEMING, 46 FEET NORTHWEST OF THE NORTHWEST RAIL,
 CX1009'25 FEET SOUTHWEST OF MILEPOST 1120, 2 FEET SOUTHEAST OF A FENCE, 2
 CX1009'FEET NORTH OF A WITNESS POST, RIVETED ON THE TOP OF A 3 1/2 INCH IRON
 CX1009'PIPE WHICH PROJECTS 1.0 FOOT ABOVE THE GROUND.
 CX1009
 CX1009                          STATION RECOVERY (1980)
 CX1009
 CX1009'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CX1009'RECOVERED IN GOOD CONDITION.  DUE TO CHANGES IN THE ROUTE, A NEW
 CX1009'DESCRIPTION FOLLOWS.  0.2 KILOMETER (0.1 MILE) EAST ALONG SPRUCE
 CX1009'STREET FROM THE POST OFFICE IN DEMING, THENCE 2.4 KILOMETERS (1.5
 CX1009'MILES) NORTH ALONG U.S. HIGHWAY 180, THENCE 21.0 KILOMETERS (13.0
 CX1009'MILES) NORTHEAST ALONG STATE HIGHWAY 26, 46.3 METERS (151.9 FEET)
 CX1009'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 13.8 METERS (45.4 FEET)
 CX1009'NORTHWEST OF THE NORTHWEST RAIL OF THE RAILROAD, 11.9 METERS (39.0
 CX1009'FEET) NORTH-NORTHWEST OF RAILROAD MILEPOST 1120 AND 7.0 METERS (23.0
 CX1009'FEET) WEST-SOUTHWEST OF A TELEPHONE POLE.
 CX1009'THE MARK IS 0.6 METERS  NNE FROM A WITNESS POST.
 CX1009'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1012 ***********************************************************************
 CX1012  DESIGNATION -  223
 CX1012  PID         -  CX1012
 CX1012  STATE/COUNTY-  NM/LUNA
 CX1012  USGS QUAD   -  DEMING EAST (1965)
 CX1012
 CX1012                         *CURRENT SURVEY CONTROL
 CX1012  ___________________________________________________________________
 CX1012* NAD 83(1986)-  32 21 17.     (N)    107 37 39.     (W)     SCALED    
 CX1012* NAVD 88     -      1345.620  (meters)    4414.75   (feet)  ADJUSTED  
 CX1012  ___________________________________________________________________
 CX1012  GEOID HEIGHT-         -24.23  (meters)                     GEOID03
 CX1012  DYNAMIC HT  -        1343.617 (meters)    4408.18  (feet)  COMP
 CX1012  MODELED GRAV-     979,103.3   (mgal)                       NAVD 88
 CX1012
 CX1012  VERT ORDER  -  FIRST     CLASS II
 CX1012
 CX1012.The horizontal coordinates were scaled from a topographic map and have
 CX1012.an estimated accuracy of +/- 6 seconds.
 CX1012
 CX1012.The orthometric height was determined by differential leveling
 CX1012.and adjusted by the National Geodetic Survey in June 1991..
 CX1012.WARNING-Repeat measurements at this control monument indicate possible
 CX1012.vertical movement.
 CX1012
 CX1012.The geoid height was determined by GEOID03.
 CX1012
 CX1012.The dynamic height is computed by dividing the NAVD 88
 CX1012.geopotential number by the normal gravity value computed on the
 CX1012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX1012.degrees latitude (g = 980.6199 gals.).
 CX1012
 CX1012.The modeled gravity was interpolated from observed gravity values.
 CX1012
 CX1012;                    North         East    Units  Estimated Accuracy
 CX1012;SPC NM W     -   150,220.      849,370.      MT  (+/- 180 meters Scaled)
 CX1012
 CX1012                          SUPERSEDED SURVEY CONTROL
 CX1012
 CX1012  NGVD 29 (??/??/92) 1344.916  (m)         4412.45   (f) ADJ UNCH    1 2
 CX1012
 CX1012.Superseded values are not recommended for survey control.
 CX1012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1012.See file dsdata.txt to determine how the superseded data were derived.
 CX1012
 CX1012_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBR527827(NAD 83)
 CX1012_MARKER: DD = SURVEY DISK
 CX1012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX1012_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CX1012_STAMPING: 223
 CX1012_PROJECTION: PROJECTING 16 CENTIMETERS
 CX1012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX1012+STABILITY: SURFACE MOTION
 CX1012
 CX1012  HISTORY     - Date     Condition        Report By
 CX1012  HISTORY     - UNK      MONUMENTED       USGS
 CX1012  HISTORY     - 1952     GOOD             NGS
 CX1012  HISTORY     - 1980     GOOD             NGS
 CX1012
 CX1012                          STATION DESCRIPTION
 CX1012
 CX1012'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CX1012'9.7 MI NE FROM DEMING.
 CX1012'9.7 MILES NORTHEAST ALONG THE ATCHISON,TOPEKA AND SANTA FE RAILROAD
 CX1012'FROM THE STATION AT DEMING, 11 1/2 POLES SOUTHWEST OF MILEPOST 1123,
 CX1012'AT THE NORTHEAST END OF A CUT, 89 FEET SOUTHEAST OF THE SOUTHEAST
 CX1012'RAIL, 3 FEET NORTHWEST OF A FENCE. 2 FEET NORTHEAST OF A WITNESS POST,
 CX1012'RIVETED ON THE TOP OF A 3 1/2 INCH IRON PIPE WHICH PROJECTS 0.5 FOOT
 CX1012'ABOVE THE GROUND.
 CX1012
 CX1012                          STATION RECOVERY (1980)
 CX1012
 CX1012'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CX1012'RECOVERED IN GOOD CONDITION.  DUE TO CHANGES IN THE ROUTE, A NEW
 CX1012'DESCRIPTION FOLLOWS.  0.2 KILOMETER (0.1 MILE) EAST ALONG SPRUCE
 CX1012'STREET FROM THE POST OFFICE IN DEMING, THENCE 2.4 KILOMETERS (1.5
 CX1012'MILES) NORTH ALONG U.S. HIGHWAY 180, THENCE 15.5 KILOMETERS (9.6
 CX1012'MILES) NORTHEAST ALONG STATE HIGHWAY 26, RIVETED ON TOP OF A 3.5-INCH
 CX1012'IRON PIPE, 90.2 METERS (296.0 FEET) SOUTHEAST OF THE CENTERLINE OF
 CX1012'THE HIGHWAY, 44.2 METERS (145.0 FEET) NORTHEAST OF A POWERPOLE, 28.8
 CX1012'METERS (94.4 FEET) SOUTHEAST OF THE SOUTHEAST RAIL OF THE TRACKS AND
 CX1012'1.0 METER (3.4 FEET) NORTHWEST OF A FENCE.
 CX1012'THE MARK IS 1.0 METERS  NE FROM A WITNESS POST.
 CX1012'THE MARK IS 1.0 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1015 ***********************************************************************
 CX1015  DESIGNATION -  226
 CX1015  PID         -  CX1015
 CX1015  STATE/COUNTY-  NM/LUNA
 CX1015  USGS QUAD   -  DEMING EAST (1965)
 CX1015
 CX1015                         *CURRENT SURVEY CONTROL
 CX1015  ___________________________________________________________________
 CX1015* NAD 83(1986)-  32 19 47.     (N)    107 39 42.     (W)     SCALED    
 CX1015* NAVD 88     -      1335.218  (meters)    4380.63   (feet)  ADJUSTED  
 CX1015  ___________________________________________________________________
 CX1015  GEOID HEIGHT-         -24.34  (meters)                     GEOID03
 CX1015  DYNAMIC HT  -        1333.220 (meters)    4374.07  (feet)  COMP
 CX1015  MODELED GRAV-     979,096.1   (mgal)                       NAVD 88
 CX1015
 CX1015  VERT ORDER  -  FIRST     CLASS II
 CX1015
 CX1015.The horizontal coordinates were scaled from a topographic map and have
 CX1015.an estimated accuracy of +/- 6 seconds.
 CX1015
 CX1015.The orthometric height was determined by differential leveling
 CX1015.and adjusted by the National Geodetic Survey in June 1991..
 CX1015
 CX1015.The geoid height was determined by GEOID03.
 CX1015
 CX1015.The dynamic height is computed by dividing the NAVD 88
 CX1015.geopotential number by the normal gravity value computed on the
 CX1015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX1015.degrees latitude (g = 980.6199 gals.).
 CX1015
 CX1015.The modeled gravity was interpolated from observed gravity values.
 CX1015
 CX1015;                    North         East    Units  Estimated Accuracy
 CX1015;SPC NM W     -   147,440.      846,160.      MT  (+/- 180 meters Scaled)
 CX1015
 CX1015                          SUPERSEDED SURVEY CONTROL
 CX1015
 CX1015  NGVD 29 (??/??/92) 1334.538  (m)         4378.40   (f) ADJ UNCH    1 2
 CX1015
 CX1015.Superseded values are not recommended for survey control.
 CX1015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1015.See file dsdata.txt to determine how the superseded data were derived.
 CX1015
 CX1015_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBR494800(NAD 83)
 CX1015_MARKER: DD = SURVEY DISK
 CX1015_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CX1015_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CX1015_STAMPING: 226
 CX1015_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX1015
 CX1015  HISTORY     - Date     Condition        Report By
 CX1015  HISTORY     - UNK      MONUMENTED       USGS
 CX1015  HISTORY     - 1952     GOOD             NGS
 CX1015  HISTORY     - 1980     MARK NOT FOUND   NGS
 CX1015
 CX1015                          STATION DESCRIPTION
 CX1015
 CX1015'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CX1015'7.0 MI NE FROM DEMING.
 CX1015'7.0 MILES NORTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 CX1015'FROM THE STATION AT DEMING, 1 1/2 POLES SOUTHWEST OF A PRIVATE ROAD
 CX1015'CROSSING, 49 FEET NORTHWEST OF THE NORTHWEST RAIL, 48 FEET SOUTHEAST
 CX1015'OF A FENCE, 21 FEET NORTHEAST OF THE 1ST POLE SOUTHWEST OF MILEPOST
 CX1015'1126, 1.6 FEET SOUTHWEST OF A WITNESS POST, AT MIRAGE SIDING, RIVETED
 CX1015'ON THE TOP OF AN IRON PIPE WHICH PROJECTS 0.1 FOOT AGOVE THE GROUND.
 CX1015
 CX1015                          STATION RECOVERY (1980)
 CX1015
 CX1015'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CX1015'AFTER PROLONGED SEARCH, MARK WAS NOT RECOVERED AND PRESUMED DESTROYED
 CX1015'DUE TO EXTENSIVE GRADEING IN THE AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1024 ***********************************************************************
 CX1024  DESIGNATION -  232
 CX1024  PID         -  CX1024
 CX1024  STATE/COUNTY-  NM/LUNA
 CX1024  USGS QUAD   -  DEMING WEST (1972)
 CX1024
 CX1024                         *CURRENT SURVEY CONTROL
 CX1024  ___________________________________________________________________
 CX1024* NAD 83(1986)-  32 16 14.     (N)    107 45 45.     (W)     SCALED    
 CX1024* NAVD 88     -      1319.237  (meters)    4328.20   (feet)  ADJUSTED  
 CX1024  ___________________________________________________________________
 CX1024  GEOID HEIGHT-         -24.57  (meters)                     GEOID03
 CX1024  DYNAMIC HT  -        1317.241 (meters)    4321.65  (feet)  COMP
 CX1024  MODELED GRAV-     979,080.1   (mgal)                       NAVD 88
 CX1024
 CX1024  VERT ORDER  -  SECOND    CLASS 0
 CX1024
 CX1024.The horizontal coordinates were scaled from a topographic map and have
 CX1024.an estimated accuracy of +/- 6 seconds.
 CX1024
 CX1024.The orthometric height was determined by differential leveling
 CX1024.and adjusted by the National Geodetic Survey in June 1991..
 CX1024
 CX1024.The geoid height was determined by GEOID03.
 CX1024
 CX1024.The dynamic height is computed by dividing the NAVD 88
 CX1024.geopotential number by the normal gravity value computed on the
 CX1024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX1024.degrees latitude (g = 980.6199 gals.).
 CX1024
 CX1024.The modeled gravity was interpolated from observed gravity values.
 CX1024
 CX1024;                    North         East    Units  Estimated Accuracy
 CX1024;SPC NM W     -   140,870.      836,670.      MT  (+/- 180 meters Scaled)
 CX1024
 CX1024                          SUPERSEDED SURVEY CONTROL
 CX1024
 CX1024  NGVD 29 (??/??/92) 1318.540  (m)         4325.91   (f) ADJ UNCH    2 0
 CX1024
 CX1024.Superseded values are not recommended for survey control.
 CX1024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1024.See file dsdata.txt to determine how the superseded data were derived.
 CX1024
 CX1024_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBR397737(NAD 83)
 CX1024_MARKER: DD = SURVEY DISK
 CX1024_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CX1024_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CX1024_STAMPING: 232
 CX1024_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX1024
 CX1024  HISTORY     - Date     Condition        Report By
 CX1024  HISTORY     - UNK      MONUMENTED       USGS
 CX1024  HISTORY     - 1952     MARK NOT FOUND   NGS
 CX1024
 CX1024                          STATION DESCRIPTION
 CX1024
 CX1024'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CX1024'IN DEMING.
 CX1024'AT DEMING, LUNA COUNTY, 210 FEET EAST OF THE SECOND SWITCH AT THE
 CX1024'ATCHISON, TOPEKA AND SANTA FE RAILWAY STATION, ABOUT 200 FEET
 CX1024'SOUTHWEST OF OLD MILEPOST 1132, ABOUT 100 FEET SOUTH OF THE MAIN
 CX1024'TRACK, AND AT A FENCE CORNER. A U.S.G.S. SURVEY STANDARD CAP, STAMPED
 CX1024'232 AND RIVETED ON THE TOP OF A 3 1/2 INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1023 ***********************************************************************
 CX1023  DESIGNATION -  233
 CX1023  PID         -  CX1023
 CX1023  STATE/COUNTY-  NM/LUNA
 CX1023  USGS QUAD   -  DEMING WEST (1972)
 CX1023
 CX1023                         *CURRENT SURVEY CONTROL
 CX1023  ___________________________________________________________________
 CX1023* NAD 83(1986)-  32 16 18.     (N)    107 45 26.     (W)     SCALED    
 CX1023* NAVD 88     -      1322.208  (meters)    4337.94   (feet)  ADJUSTED  
 CX1023  ___________________________________________________________________
 CX1023  GEOID HEIGHT-         -24.57  (meters)                     GEOID03
 CX1023  DYNAMIC HT  -        1320.207 (meters)    4331.38  (feet)  COMP
 CX1023  MODELED GRAV-     979,079.7   (mgal)                       NAVD 88
 CX1023
 CX1023  VERT ORDER  -  FIRST     CLASS II
 CX1023
 CX1023.The horizontal coordinates were scaled from a topographic map and have
 CX1023.an estimated accuracy of +/- 6 seconds.
 CX1023
 CX1023.The orthometric height was determined by differential leveling
 CX1023.and adjusted by the National Geodetic Survey in June 1991..
 CX1023
 CX1023.The geoid height was determined by GEOID03.
 CX1023
 CX1023.The dynamic height is computed by dividing the NAVD 88
 CX1023.geopotential number by the normal gravity value computed on the
 CX1023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX1023.degrees latitude (g = 980.6199 gals.).
 CX1023
 CX1023.The modeled gravity was interpolated from observed gravity values.
 CX1023
 CX1023;                    North         East    Units  Estimated Accuracy
 CX1023;SPC NM W     -   140,990.      837,170.      MT  (+/- 180 meters Scaled)
 CX1023
 CX1023                          SUPERSEDED SURVEY CONTROL
 CX1023
 CX1023  NGVD 29 (??/??/92) 1321.510  (m)         4335.65   (f) ADJ UNCH    1 2
 CX1023
 CX1023.Superseded values are not recommended for survey control.
 CX1023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1023.See file dsdata.txt to determine how the superseded data were derived.
 CX1023
 CX1023_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBR402738(NAD 83)
 CX1023_MARKER: DD = SURVEY DISK
 CX1023_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CX1023_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CX1023_STAMPING: 233
 CX1023_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX1023
 CX1023  HISTORY     - Date     Condition        Report By
 CX1023  HISTORY     - UNK      MONUMENTED       USGS
 CX1023  HISTORY     - 1952     GOOD             NGS
 CX1023  HISTORY     - 1979     MARK NOT FOUND   NGS
 CX1023
 CX1023                          STATION DESCRIPTION
 CX1023
 CX1023'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CX1023'IN DEMING.
 CX1023'AT DEMING, LUNA COUNTY, AT THE SOUTHWEST CORNER OF SILVER AND RAILROAD
 CX1023'AVENUES, IN A 4-INCH HOLE AT THE CORNER OF THE SIDEWALK, AND ABOUT 3
 CX1023'INCHES BELOW THE SURFACE.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 CX1023'CAP STAMPED 233 AND RIVETED ON THE TOP OF A 3-1/2 INCH IRON PIPE SET
 CX1023'IN CONCRETE.
 CX1023
 CX1023                          STATION RECOVERY (1979)
 CX1023
 CX1023'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CX1023'NOTE=THIS AREA IS NOW AN INTERSTATE HIGHWAY AND THIS MARK SHOULD BE
 CX1023'CONSIDERED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1025 ***********************************************************************
 CX1025  DESIGNATION -  234
 CX1025  PID         -  CX1025
 CX1025  STATE/COUNTY-  NM/LUNA
 CX1025  USGS QUAD   -  DEMING WEST (1972)
 CX1025
 CX1025                         *CURRENT SURVEY CONTROL
 CX1025  ___________________________________________________________________
 CX1025* NAD 83(1986)-  32 16 11.     (N)    107 46 02.     (W)     SCALED    
 CX1025* NAVD 88     -      1325.526  (meters)    4348.83   (feet)  ADJUSTED  
 CX1025  ___________________________________________________________________
 CX1025  GEOID HEIGHT-         -24.58  (meters)                     GEOID03
 CX1025  DYNAMIC HT  -        1323.521 (meters)    4342.25  (feet)  COMP
 CX1025  MODELED GRAV-     979,080.6   (mgal)                       NAVD 88
 CX1025
 CX1025  VERT ORDER  -  FIRST     CLASS II
 CX1025
 CX1025.The horizontal coordinates were scaled from a topographic map and have
 CX1025.an estimated accuracy of +/- 6 seconds.
 CX1025
 CX1025.The orthometric height was determined by differential leveling
 CX1025.and adjusted by the National Geodetic Survey in June 1991..
 CX1025
 CX1025.The geoid height was determined by GEOID03.
 CX1025
 CX1025.The dynamic height is computed by dividing the NAVD 88
 CX1025.geopotential number by the normal gravity value computed on the
 CX1025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX1025.degrees latitude (g = 980.6199 gals.).
 CX1025
 CX1025.The modeled gravity was interpolated from observed gravity values.
 CX1025
 CX1025;                    North         East    Units  Estimated Accuracy
 CX1025;SPC NM W     -   140,780.      836,230.      MT  (+/- 180 meters Scaled)
 CX1025
 CX1025                          SUPERSEDED SURVEY CONTROL
 CX1025
 CX1025  NGVD 29 (??/??/92) 1324.832  (m)         4346.55   (f) ADJ UNCH    1 2
 CX1025
 CX1025.Superseded values are not recommended for survey control.
 CX1025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1025.See file dsdata.txt to determine how the superseded data were derived.
 CX1025
 CX1025_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBR393736(NAD 83)
 CX1025_MARKER: DD = SURVEY DISK
 CX1025_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CX1025_SP_SET: FOUNDATION
 CX1025_STAMPING: 234
 CX1025_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CX1025
 CX1025  HISTORY     - Date     Condition        Report By
 CX1025  HISTORY     - UNK      MONUMENTED       USGS
 CX1025  HISTORY     - 1952     GOOD             NGS
 CX1025  HISTORY     - 1979     MARK NOT FOUND   NGS
 CX1025
 CX1025                          STATION DESCRIPTION
 CX1025
 CX1025'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CX1025'IN DEMING.
 CX1025'AT DEMING, LUNA COUNTY, AT THE CITY WATER WORKS, IN THE NORTHWEST
 CX1025'CORNER OF THE STONE FOUNDATION, AND ABOUT 222 FEET SOUTH OF THE
 CX1025'SOUTHERN PACIFIC CO. RAILROAD TRACK.  A UNITED STATES GEOLOGICAL
 CX1025'SURVEY STANDARD DISK, STAMPED 234 AND SET VERTICALLY.
 CX1025
 CX1025                          STATION RECOVERY (1979)
 CX1025
 CX1025'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CX1025'NOTE= THE WATERTANK HAS BEEN REMOVED AND THIS AREA IS NOW AN
 CX1025'INTERSTATE HIGHWAY AND THIS MARK SHOULD BE CONSIDERED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1031 ***********************************************************************
 CX1031  DESIGNATION -  236
 CX1031  PID         -  CX1031
 CX1031  STATE/COUNTY-  NM/LUNA
 CX1031  USGS QUAD   -  DEMING WEST (1972)
 CX1031
 CX1031                         *CURRENT SURVEY CONTROL
 CX1031  ___________________________________________________________________
 CX1031* NAD 83(1986)-  32 17 34.     (N)    107 47 39.     (W)     SCALED    
 CX1031* NAVD 88     -      1334.899  (meters)    4379.58   (feet)  ADJUSTED  
 CX1031  ___________________________________________________________________
 CX1031  GEOID HEIGHT-         -24.55  (meters)                     GEOID03
 CX1031  DYNAMIC HT  -        1332.882 (meters)    4372.96  (feet)  COMP
 CX1031  MODELED GRAV-     979,081.3   (mgal)                       NAVD 88
 CX1031
 CX1031  VERT ORDER  -  FIRST     CLASS II
 CX1031
 CX1031.The horizontal coordinates were scaled from a topographic map and have
 CX1031.an estimated accuracy of +/- 6 seconds.
 CX1031
 CX1031.The orthometric height was determined by differential leveling
 CX1031.and adjusted by the National Geodetic Survey in June 1991..
 CX1031
 CX1031.The geoid height was determined by GEOID03.
 CX1031
 CX1031.The dynamic height is computed by dividing the NAVD 88
 CX1031.geopotential number by the normal gravity value computed on the
 CX1031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX1031.degrees latitude (g = 980.6199 gals.).
 CX1031
 CX1031.The modeled gravity was interpolated from observed gravity values.
 CX1031
 CX1031;                    North         East    Units  Estimated Accuracy
 CX1031;SPC NM W     -   143,330.      833,690.      MT  (+/- 180 meters Scaled)
 CX1031
 CX1031                          SUPERSEDED SURVEY CONTROL
 CX1031
 CX1031  NGVD 29 (??/??/92) 1334.203  (m)         4377.30   (f) ADJ UNCH    1 2
 CX1031
 CX1031.Superseded values are not recommended for survey control.
 CX1031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1031.See file dsdata.txt to determine how the superseded data were derived.
 CX1031
 CX1031_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBR368763(NAD 83)
 CX1031_MARKER: DD = SURVEY DISK
 CX1031_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CX1031_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CX1031_STAMPING: 236
 CX1031_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX1031
 CX1031  HISTORY     - Date     Condition        Report By
 CX1031  HISTORY     - UNK      MONUMENTED       USGS
 CX1031  HISTORY     - 1952     GOOD             NGS
 CX1031
 CX1031                          STATION DESCRIPTION
 CX1031
 CX1031'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CX1031'3.1 MI NW FROM DEMING.
 CX1031'3.1 MILES NORTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 CX1031'FROM THE STATION AT DEMING, 52 FEET SOUTHWEST OF A FENCE, 46.4 FEET
 CX1031'NORTHEAST OF THE NORTHEAST RAIL.  7.4 FEET SOUTHEAST OF THE 4TH POLE
 CX1031'NORTHWEST OF MILEPOST 2, 1.4 FEET SOUTHWEST OF A WITNESS POST, RIVETED
 CX1031'ON THE TOP OF A 3 1/2 INCH IRON PIPE WHICH PROJECTS 1.0 FOOT ABOVE THE
 CX1031'GROUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1034 ***********************************************************************
 CX1034  DESIGNATION -  239
 CX1034  PID         -  CX1034
 CX1034  STATE/COUNTY-  NM/LUNA
 CX1034  USGS QUAD   -  DEMING WEST (1972)
 CX1034
 CX1034                         *CURRENT SURVEY CONTROL
 CX1034  ___________________________________________________________________
 CX1034* NAD 83(1986)-  32 19 30.     (N)    107 49 45.     (W)     SCALED    
 CX1034* NAVD 88     -      1357.661  (meters)    4454.26   (feet)  ADJUSTED  
 CX1034  ___________________________________________________________________
 CX1034  GEOID HEIGHT-         -24.50  (meters)                     GEOID03
 CX1034  DYNAMIC HT  -        1355.601 (meters)    4447.50  (feet)  COMP
 CX1034  MODELED GRAV-     979,074.7   (mgal)                       NAVD 88
 CX1034
 CX1034  VERT ORDER  -  FIRST     CLASS II
 CX1034
 CX1034.The horizontal coordinates were scaled from a topographic map and have
 CX1034.an estimated accuracy of +/- 6 seconds.
 CX1034
 CX1034.The orthometric height was determined by differential leveling
 CX1034.and adjusted by the National Geodetic Survey in June 1991..
 CX1034
 CX1034.The geoid height was determined by GEOID03.
 CX1034
 CX1034.The dynamic height is computed by dividing the NAVD 88
 CX1034.geopotential number by the normal gravity value computed on the
 CX1034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX1034.degrees latitude (g = 980.6199 gals.).
 CX1034
 CX1034.The modeled gravity was interpolated from observed gravity values.
 CX1034
 CX1034;                    North         East    Units  Estimated Accuracy
 CX1034;SPC NM W     -   146,910.      830,390.      MT  (+/- 180 meters Scaled)
 CX1034
 CX1034                          SUPERSEDED SURVEY CONTROL
 CX1034
 CX1034  NGVD 29 (??/??/92) 1356.940  (m)         4451.89   (f) ADJ UNCH    1 2
 CX1034
 CX1034.Superseded values are not recommended for survey control.
 CX1034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1034.See file dsdata.txt to determine how the superseded data were derived.
 CX1034
 CX1034_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBR336799(NAD 83)
 CX1034_MARKER: DD = SURVEY DISK
 CX1034_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CX1034_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CX1034_STAMPING: 239
 CX1034_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX1034
 CX1034  HISTORY     - Date     Condition        Report By
 CX1034  HISTORY     - UNK      MONUMENTED       USGS
 CX1034  HISTORY     - 1952     GOOD             NGS
 CX1034
 CX1034                          STATION DESCRIPTION
 CX1034
 CX1034'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CX1034'6.1 MI NW FROM DEMING.
 CX1034'6.1 MILES NORTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 CX1034'FROM THE STATION AT DEMING, 77 FEET NORTHEAST OF THE NORTHEAST RAIL,
 CX1034'32 FEET NORTHEAST OF THE 5TH POLE NORTHWEST OF MILEPOST 5.  20 FEET
 CX1034'SOUTHWEST OF A FENCE, 2 FEET NORTHWEST OF A WITNESS POST, RIVETED ON
 CX1034'THE TOP OF A 3 INCH IRON PIPE WHICH PROJECTS 0.8 FOOT ABOVE THE
 CX1034'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0194 ***********************************************************************
 CW0194  DESIGNATION -  24
 CW0194  PID         -  CW0194
 CW0194  STATE/COUNTY-  NM/EDDY
 CW0194  USGS QUAD   -  SCREW BEAN DRAW NE (1973)
 CW0194
 CW0194                         *CURRENT SURVEY CONTROL
 CW0194  ___________________________________________________________________
 CW0194* NAD 83(1986)-  31 59 59.     (N)    104 00 07.     (W)     SCALED    
 CW0194* NAVD 88     -       874.429  (meters)    2868.86   (feet)  ADJUSTED  
 CW0194  ___________________________________________________________________
 CW0194  GEOID HEIGHT-         -25.62  (meters)                     GEOID03
 CW0194  DYNAMIC HT  -         873.148 (meters)    2864.65  (feet)  COMP
 CW0194  MODELED GRAV-     979,145.6   (mgal)                       NAVD 88
 CW0194
 CW0194  VERT ORDER  -  FIRST     CLASS II
 CW0194
 CW0194.The horizontal coordinates were scaled from a topographic map and have
 CW0194.an estimated accuracy of +/- 6 seconds.
 CW0194
 CW0194.The orthometric height was determined by differential leveling
 CW0194.and adjusted by the National Geodetic Survey in June 1991..
 CW0194
 CW0194.The geoid height was determined by GEOID03.
 CW0194
 CW0194.The dynamic height is computed by dividing the NAVD 88
 CW0194.geopotential number by the normal gravity value computed on the
 CW0194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0194.degrees latitude (g = 980.6199 gals.).
 CW0194
 CW0194.The modeled gravity was interpolated from observed gravity values.
 CW0194
 CW0194;                    North         East    Units  Estimated Accuracy
 CW0194;SPC NM E     -   110,890.      196,310.      MT  (+/- 180 meters Scaled)
 CW0194
 CW0194                          SUPERSEDED SURVEY CONTROL
 CW0194
 CW0194  NGVD 29 (??/??/92)  873.969  (m)         2867.35   (f) ADJ UNCH    1 2
 CW0194
 CW0194.Superseded values are not recommended for survey control.
 CW0194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0194.See file dsdata.txt to determine how the superseded data were derived.
 CW0194
 CW0194_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RER942408(NAD 83)
 CW0194_MARKER: DD = SURVEY DISK
 CW0194_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CW0194_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CW0194_STAMPING: 24
 CW0194_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CW0194+STABILITY: SURFACE MOTION
 CW0194
 CW0194  HISTORY     - Date     Condition        Report By
 CW0194  HISTORY     - UNK      MONUMENTED       LOCSUR
 CW0194  HISTORY     - 1957     GOOD             NGS
 CW0194
 CW0194                          STATION DESCRIPTION
 CW0194
 CW0194'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 CW0194'13.8 MI NW FROM ORLA, TEXAS.
 CW0194'ABOUT 13.8 MILES NORTHWEST ALONG THE PANHANDLE AND SANTA FE RAILWAY
 CW0194'FROM THE CROSSING OF STATE HIGHWAY 652 AT ORLA, ABOUT 17.45 MILES
 CW0194'SOUTH OF THE STATION AT MALAGA, NEW MEXICO, 6 POLES SOUTH OF MILEPOST
 CW0194'217, 262 FEET EAST OF THE EAST RAIL, 263 FEET EAST OF THE CENTER OF A
 CW0194'ROAD CROSSING, 29 1/2 FEET SOUTH OF A FENCE, 12 1/2 FEET SOUTH OF THE
 CW0194'CENTER LINE OF A TRAIL ROAD, ABOUT 1 FOOT ABOVE THE LEVEL OF THE
 CW0194'TRACK, AND IN THE TOP OF A LARGE CONCRETE POST PROJECTING 3 FEET AND
 CW0194'WHICH MARKS THE TEXAS - NEW MEXICO BOUNDARY LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0312 ***********************************************************************
 FO0312  DESIGNATION -  24 P
 FO0312  PID         -  FO0312
 FO0312  STATE/COUNTY-  NM/BERNALILLO
 FO0312  USGS QUAD   -  ALBUQUERQUE WEST (1990)
 FO0312
 FO0312                         *CURRENT SURVEY CONTROL
 FO0312  ___________________________________________________________________
 FO0312* NAD 83(1986)-  35 05 05.     (N)    106 42 59.     (W)     SCALED    
 FO0312* NAVD 88     -      1555.657  (meters)    5103.85   (feet)  ADJUSTED  
 FO0312  ___________________________________________________________________
 FO0312  GEOID HEIGHT-         -21.47  (meters)                     GEOID03
 FO0312  DYNAMIC HT  -        1553.525 (meters)    5096.86  (feet)  COMP
 FO0312  MODELED GRAV-     979,209.6   (mgal)                       NAVD 88
 FO0312
 FO0312  VERT ORDER  -  FIRST     CLASS II
 FO0312
 FO0312.The horizontal coordinates were scaled from a topographic map and have
 FO0312.an estimated accuracy of +/- 6 seconds.
 FO0312
 FO0312.The orthometric height was determined by differential leveling
 FO0312.and adjusted by the National Geodetic Survey in June 1991..
 FO0312
 FO0312.The geoid height was determined by GEOID03.
 FO0312
 FO0312.The dynamic height is computed by dividing the NAVD 88
 FO0312.geopotential number by the normal gravity value computed on the
 FO0312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0312.degrees latitude (g = 980.6199 gals.).
 FO0312
 FO0312.The modeled gravity was interpolated from observed gravity values.
 FO0312
 FO0312;                    North         East    Units  Estimated Accuracy
 FO0312;SPC NM C     -   453,070.      457,470.      MT  (+/- 180 meters Scaled)
 FO0312
 FO0312                          SUPERSEDED SURVEY CONTROL
 FO0312
 FO0312  NGVD 29 (??/??/92) 1554.830  (m)         5101.14   (f) ADJ UNCH    1 2
 FO0312
 FO0312.Superseded values are not recommended for survey control.
 FO0312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0312.See file dsdata.txt to determine how the superseded data were derived.
 FO0312
 FO0312_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU435837(NAD 83)
 FO0312_MARKER: DD = SURVEY DISK
 FO0312_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FO0312_SP_SET: WALK
 FO0312_STAMPING: 24 P 1934
 FO0312_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FO0312
 FO0312  HISTORY     - Date     Condition        Report By
 FO0312  HISTORY     - 1934     MONUMENTED       USGS
 FO0312  HISTORY     - 1951     GOOD             NGS
 FO0312  HISTORY     - 20050206 MARK NOT FOUND   GEOCAC
 FO0312
 FO0312                          STATION DESCRIPTION
 FO0312
 FO0312'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 FO0312'4.75 MI W FROM ALBUQUERQUE.
 FO0312'0.25 MILE NORTH ALONG NORTH FIFTH STREET FROM THE COUNTY COURTHOUSE AT
 FO0312'ALBUQUERQUE, THENCE 1.1 MILES WEST ALONG WEST NEW YORK AVENUE, THENCE
 FO0312'3.0 MILES SOUTHWEST ALONG U.S. HIGHWAY 66, THENCE 0.4 MILE NORTH ALONG
 FO0312'AN OILED ROAD, AT THE SOUTHEAST AND MAIN ENTRANCE TO THE CUTTER CARR
 FO0312'FLYING SERVICE OFFICE AT THE WEST MESA CUTTER CARR AIRPORT, 0.2 FOOT
 FO0312'SOUTHEAST OF A CONCRETE PILLAR OF A PORCH, 7 FEET SOUTHEAST OF THE
 FO0312'SOUTHEAST WALL OF THE OFFICE BUILDING, SET IN THE TOP OF A CONCRETE
 FO0312'WALK.
 FO0312
 FO0312                          STATION RECOVERY (2005)
 FO0312
 FO0312'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 FO0312'THIS AREA IS NO LONGER AN AIRPORT, AND ALL AIRPORT BUILDINGS HAVE BEEN
 FO0312'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1041 ***********************************************************************
 CX1041  DESIGNATION -  245
 CX1041  PID         -  CX1041
 CX1041  STATE/COUNTY-  NM/LUNA
 CX1041  USGS QUAD   -  SPALDING (1964)
 CX1041
 CX1041                         *CURRENT SURVEY CONTROL
 CX1041  ___________________________________________________________________
 CX1041* NAD 83(1986)-  32 23 19.     (N)    107 54 00.     (W)     SCALED    
 CX1041* NAVD 88     -      1406.151  (meters)    4613.35   (feet)  ADJUSTED  
 CX1041  ___________________________________________________________________
 CX1041  GEOID HEIGHT-         -24.43  (meters)                     GEOID03
 CX1041  DYNAMIC HT  -        1404.007 (meters)    4606.31  (feet)  COMP
 CX1041  MODELED GRAV-     979,065.3   (mgal)                       NAVD 88
 CX1041
 CX1041  VERT ORDER  -  FIRST     CLASS II
 CX1041
 CX1041.The horizontal coordinates were scaled from a topographic map and have
 CX1041.an estimated accuracy of +/- 6 seconds.
 CX1041
 CX1041.The orthometric height was determined by differential leveling
 CX1041.and adjusted by the National Geodetic Survey in June 1991..
 CX1041
 CX1041.The geoid height was determined by GEOID03.
 CX1041
 CX1041.The dynamic height is computed by dividing the NAVD 88
 CX1041.geopotential number by the normal gravity value computed on the
 CX1041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX1041.degrees latitude (g = 980.6199 gals.).
 CX1041
 CX1041.The modeled gravity was interpolated from observed gravity values.
 CX1041
 CX1041;                    North         East    Units  Estimated Accuracy
 CX1041;SPC NM W     -   153,960.      823,730.      MT  (+/- 180 meters Scaled)
 CX1041
 CX1041                          SUPERSEDED SURVEY CONTROL
 CX1041
 CX1041  NGVD 29 (??/??/92) 1405.407  (m)         4610.91   (f) ADJ UNCH    1 2
 CX1041
 CX1041.Superseded values are not recommended for survey control.
 CX1041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1041.See file dsdata.txt to determine how the superseded data were derived.
 CX1041
 CX1041_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBR271872(NAD 83)
 CX1041_MARKER: DD = SURVEY DISK
 CX1041_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CX1041_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CX1041_STAMPING: 245
 CX1041_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX1041
 CX1041  HISTORY     - Date     Condition        Report By
 CX1041  HISTORY     - UNK      MONUMENTED       USGS
 CX1041  HISTORY     - 1952     GOOD             NGS
 CX1041
 CX1041                          STATION DESCRIPTION
 CX1041
 CX1041'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CX1041'12.1 MI NW FROM DEMING.
 CX1041'12.1 MILES NORTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 CX1041'FROM THE STATION AT DEMING, 87 FEET NORTHEAST OF THE NORTHEAST RAIL,
 CX1041'42 FEET NORTHEAST OF THE 6TH POLE NORTHWEST OF MILEPOST 11, 11 FEET
 CX1041'SOUTHWEST OF A FENCE, 2 FEET SOUTHEAST OF A WITNESS POST, RIVETED ON
 CX1041'THE TOP OF A 3 1/2 INCH IRON PIPE WHICH PROJECTS 0.2 FOOT ABOVE THE
 CX1041'GROUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1959 ***********************************************************************
 CX1959  DESIGNATION -  246
 CX1959  PID         -  CX1959
 CX1959  STATE/COUNTY-  NM/DONA ANA
 CX1959  USGS QUAD   -  LAS CRUCES (1978)
 CX1959
 CX1959                         *CURRENT SURVEY CONTROL
 CX1959  ___________________________________________________________________
 CX1959* NAD 83(1992)-  32 17 55.97463(N)    106 48 21.93215(W)     ADJUSTED  
 CX1959* NAVD 88     -      1186.99   (meters)    3894.3    (feet)  LEVELING  
 CX1959  ___________________________________________________________________
 CX1959  X           -  -1,560,571.063 (meters)                     COMP
 CX1959  Y           -  -5,166,875.117 (meters)                     COMP
 CX1959  Z           -   3,389,113.629 (meters)                     COMP
 CX1959  LAPLACE CORR-           2.31  (seconds)                    DEFLEC99
 CX1959  ELLIP HEIGHT-        1162.96  (meters)          (09/28/01) GPS OBS
 CX1959  GEOID HEIGHT-         -24.01  (meters)                     GEOID03
 CX1959
 CX1959  HORZ ORDER  -  FIRST
 CX1959  VERT ORDER  -  THIRD ?
 CX1959  ELLP ORDER  -  FOURTH    CLASS I
 CX1959
 CX1959.The horizontal coordinates were established by GPS observations
 CX1959.and adjusted by the National Geodetic Survey in December 1993..
 CX1959
 CX1959.The orthometric height was determined by differential leveling.
 CX1959.The vertical network tie was performed by a horz. field party for horz.
 CX1959.obs reductions. Reset procedures were used to establish the elevation.
 CX1959
 CX1959.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CX1959
 CX1959.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1959
 CX1959.The ellipsoidal height was determined by GPS observations
 CX1959.and is referenced to NAD 83.
 CX1959
 CX1959.The geoid height was determined by GEOID03.
 CX1959
 CX1959;                    North         East     Units Scale Factor Converg.
 CX1959;SPC NM C     -   144,142.348   447,629.148   MT  0.99993381   -0 17 49.7
 CX1959;SPC NM C     -   472,907.02  1,468,596.63   sFT  0.99993381   -0 17 49.7
 CX1959;UTM  13      - 3,574,997.693   329,948.470   MT  0.99995661   -0 57 55.0
 CX1959
 CX1959!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1959!SPC NM C     -   0.99981743  x   0.99993381  =   0.99975126
 CX1959!UTM  13      -   0.99981743  x   0.99995661  =   0.99977405
 CX1959
 CX1959                          SUPERSEDED SURVEY CONTROL
 CX1959
 CX1959  ELLIP H (12/21/93) 1162.91   (m)                       GP(       ) 4 1
 CX1959  NAD 83(1986)-  32 17 55.98192(N)    106 48 21.93354(W) AD(       ) 1
 CX1959
 CX1959.Superseded values are not recommended for survey control.
 CX1959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1959.See file dsdata.txt to determine how the superseded data were derived.
 CX1959
 CX1959_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR2994874998(NAD 83)
 CX1959_MARKER: DD = SURVEY DISK
 CX1959_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 CX1959_SP_SET: TOP OF CURB
 CX1959_STAMPING: BENCH MARK NO. 246
 CX1959_MARK LOGO: NM0470
 CX1959_MAGNETIC: N = NO MAGNETIC MATERIAL
 CX1959_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX1959_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CX1959+SATELLITE: SATELLITE OBSERVATIONS - 1991
 CX1959
 CX1959  HISTORY     - Date     Condition        Report By
 CX1959  HISTORY     - 1991     MONUMENTED       NM0470
 CX1959
 CX1959                          STATION DESCRIPTION
 CX1959
 CX1959'DESCRIBED BY CITY OF LAS CRUCES NEW MEXICO 1991
 CX1959'THE STATION IS LOCATED IN LAS CRUCES.
 CX1959'TO REACH THE STATION FROM THE INTERCHANGE OF I-10 AND MOTEL BOULEVARD
 CX1959'(STATE HIGHWAY NO. 292) IN LAS CRUCES GO NORTH ON MOTEL BOULEVARD 0.2
 CX1959'MI (0.3 KM) TO AMADOR AVENUE. GO EAST ON AMADOR AVENUE 0.3 MI
 CX1959'(0.5 KM) TO THE WESTGATE STREET INTERSECTION. THE STATION IS IN THE
 CX1959'NORTHEAST CORNER OF THE INTERSECTION JUST EAST OF A STORM DRAIN
 CX1959'INLET.
 CX1959'THE STATION IS A SURVEY DISK SET IN THE TOP OF CURB AND STAMPED
 CX1959'---BENCH MARK NO. 246---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1045 ***********************************************************************
 CX1045  DESIGNATION -  248
 CX1045  PID         -  CX1045
 CX1045  STATE/COUNTY-  NM/LUNA
 CX1045  USGS QUAD   -  SPALDING (1964)
 CX1045
 CX1045                         *CURRENT SURVEY CONTROL
 CX1045  ___________________________________________________________________
 CX1045* NAD 83(1986)-  32 25 20.     (N)    107 56 14.     (W)     SCALED    
 CX1045* NAVD 88     -      1425.125  (meters)    4675.60   (feet)  ADJUSTED  
 CX1045  ___________________________________________________________________
 CX1045  GEOID HEIGHT-         -24.41  (meters)                     GEOID03
 CX1045  DYNAMIC HT  -        1422.948 (meters)    4668.46  (feet)  COMP
 CX1045  MODELED GRAV-     979,061.6   (mgal)                       NAVD 88
 CX1045
 CX1045  VERT ORDER  -  FIRST     CLASS II
 CX1045
 CX1045.The horizontal coordinates were scaled from a topographic map and have
 CX1045.an estimated accuracy of +/- 6 seconds.
 CX1045
 CX1045.The orthometric height was determined by differential leveling
 CX1045.and adjusted by the National Geodetic Survey in June 1991..
 CX1045
 CX1045.The geoid height was determined by GEOID03.
 CX1045
 CX1045.The dynamic height is computed by dividing the NAVD 88
 CX1045.geopotential number by the normal gravity value computed on the
 CX1045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX1045.degrees latitude (g = 980.6199 gals.).
 CX1045
 CX1045.The modeled gravity was interpolated from observed gravity values.
 CX1045
 CX1045;                    North         East    Units  Estimated Accuracy
 CX1045;SPC NM W     -   157,690.      820,230.      MT  (+/- 180 meters Scaled)
 CX1045
 CX1045                          SUPERSEDED SURVEY CONTROL
 CX1045
 CX1045  NGVD 29 (??/??/92) 1424.373  (m)         4673.13   (f) ADJ UNCH    1 2
 CX1045
 CX1045.Superseded values are not recommended for survey control.
 CX1045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1045.See file dsdata.txt to determine how the superseded data were derived.
 CX1045
 CX1045_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBR237910(NAD 83)
 CX1045_MARKER: DD = SURVEY DISK
 CX1045_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CX1045_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CX1045_STAMPING: 248
 CX1045_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX1045
 CX1045  HISTORY     - Date     Condition        Report By
 CX1045  HISTORY     - UNK      MONUMENTED       USGS
 CX1045  HISTORY     - 1952     GOOD             NGS
 CX1045
 CX1045                          STATION DESCRIPTION
 CX1045
 CX1045'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CX1045'15.3 MI NW FROM DEMING.
 CX1045'15.3 MILES NORTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 CX1045'FROM THE STATION AT DEMING, 84 FEET NORTHEAST OF THE NORTHEAST RAIL,
 CX1045'58 FEET NORTHEAST OF THE NORTH CORNER OF BRIDGE 14 B, 79 FEET EAST OF
 CX1045'THE 12TH POLE NORTHWEST OF MILEPOST 14, 14 FEET SOUTHWEST OF A FENCE,
 CX1045'2 FEET SOUTHEAST OF A WITNESS POST, RIVETED ON THE TOP OF A 3 1/2 INCH
 CX1045'IRON PIPE WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1048 ***********************************************************************
 CX1048  DESIGNATION -  251
 CX1048  PID         -  CX1048
 CX1048  STATE/COUNTY-  NM/LUNA
 CX1048  USGS QUAD   -  SPALDING (1964)
 CX1048
 CX1048                         *CURRENT SURVEY CONTROL
 CX1048  ___________________________________________________________________
 CX1048* NAD 83(1986)-  32 27 07.     (N)    107 58 13.     (W)     SCALED    
 CX1048* NAVD 88     -      1445.416  (meters)    4742.17   (feet)  ADJUSTED  
 CX1048  ___________________________________________________________________
 CX1048  GEOID HEIGHT-         -24.38  (meters)                     GEOID03
 CX1048  DYNAMIC HT  -        1443.203 (meters)    4734.91  (feet)  COMP
 CX1048  MODELED GRAV-     979,057.4   (mgal)                       NAVD 88
 CX1048
 CX1048  VERT ORDER  -  FIRST     CLASS II
 CX1048
 CX1048.The horizontal coordinates were scaled from a topographic map and have
 CX1048.an estimated accuracy of +/- 6 seconds.
 CX1048
 CX1048.The orthometric height was determined by differential leveling
 CX1048.and adjusted by the National Geodetic Survey in June 1991..
 CX1048
 CX1048.The geoid height was determined by GEOID03.
 CX1048
 CX1048.The dynamic height is computed by dividing the NAVD 88
 CX1048.geopotential number by the normal gravity value computed on the
 CX1048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX1048.degrees latitude (g = 980.6199 gals.).
 CX1048
 CX1048.The modeled gravity was interpolated from observed gravity values.
 CX1048
 CX1048;                    North         East    Units  Estimated Accuracy
 CX1048;SPC NM W     -   160,990.      817,130.      MT  (+/- 180 meters Scaled)
 CX1048
 CX1048                          SUPERSEDED SURVEY CONTROL
 CX1048
 CX1048  NGVD 29 (??/??/92) 1444.652  (m)         4739.66   (f) ADJ UNCH    1 2
 CX1048
 CX1048.Superseded values are not recommended for survey control.
 CX1048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1048.See file dsdata.txt to determine how the superseded data were derived.
 CX1048
 CX1048_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBR207944(NAD 83)
 CX1048_MARKER: DD = SURVEY DISK
 CX1048_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX1048_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CX1048_STAMPING: 251
 CX1048_PROJECTION: PROJECTING 20 CENTIMETERS
 CX1048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX1048+STABILITY: SURFACE MOTION
 CX1048_ROD/PIPE-DEPTH: 1.2  meters
 CX1048
 CX1048  HISTORY     - Date     Condition        Report By
 CX1048  HISTORY     - UNK      MONUMENTED       USGS
 CX1048  HISTORY     - 1952     GOOD             NGS
 CX1048  HISTORY     - 1979     GOOD             NGS
 CX1048
 CX1048                          STATION DESCRIPTION
 CX1048
 CX1048'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CX1048'18.1 MI NW FROM DEMING.
 CX1048'18.1 MILES NORTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 CX1048'FROM THE STATION AT DEMING, 0.5 MILE NORTHWEST OF THE SPALDING SIDING
 CX1048'SIGN, 77 FEET NORTHEAST OF THE NORTHEAST RAIL, 33 FEET NORTHEAST OF
 CX1048'THE 6TH POLE NORTHWEST OF MILEPOST 17, 20.4 FEET SOUTHWEST OF A FENCE,
 CX1048'2 FEET NORTHWEST OF A WITNESS POST, RIVETED ON THE TOP OF A 3 1/2 INCH
 CX1048'IRON PIPE WHICH PROJECTS 0.7 FOOT ABOVE THE GROUND.
 CX1048
 CX1048                          STATION RECOVERY (1979)
 CX1048
 CX1048'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CX1048'0.2 KILOMETER (0.1 MILE) EAST ALONG SPRUCE STREET FROM THE POST OFFICE
 CX1048'IN DEMING, THENCE 28.2 KILOMETERS (17.4 MILES) NORTHWEST ALONG U.S.
 CX1048'HIGHWAY 180, THENCE 2.7 KILOMETERS (1.7 MILES) SOUTHWEST ALONG A
 CX1048'GRAVEL ROAD, THENCE 0.8 KILOMETER (0.5 MILE) NORTHWEST ALONG THE
 CX1048'ATCHISON TOPEKA AND SANTE FE RAILROAD TRACKS, 0.2 KILOMETER (0.1
 CX1048'MILE) NORTHWEST OF RAILROAD MILE POST NUMBER 17, 101.5 METERS (333.0
 CX1048'FEET) NORTH OF A RAILROAD SWITCH AT THE NORTHWEST END OF A SPUR
 CX1048'TRACK, 10.0 METERS (33.0 FEET) NORTHEAST OF A TELEPHONE POLE, 6.2
 CX1048'METERS (20.4 FEET) SOUTHWEST OF A FENCE, 23.5 METERS (77.0 FEET)
 CX1048'NORTHEAST OF THE NORTHEAST RAIL.
 CX1048'THE MARK IS 0.6 METERS  NW FROM A WITNESS POST.
 CX1048'THE MARK IS 0.2 M ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GO0148 ***********************************************************************
 GO0148  DESIGNATION -  256
 GO0148  PID         -  GO0148
 GO0148  STATE/COUNTY-  NM/SAN JUAN
 GO0148  USGS QUAD   -  SHIPROCK (1983)
 GO0148
 GO0148                         *CURRENT SURVEY CONTROL
 GO0148  ___________________________________________________________________
 GO0148* NAD 83(1986)-  36 47 02.     (N)    108 38 09.     (W)     SCALED    
 GO0148* NAVD 88     -      1507.848  (meters)    4947.00   (feet)  ADJUSTED  
 GO0148  ___________________________________________________________________
 GO0148  GEOID HEIGHT-         -21.00  (meters)                     GEOID03
 GO0148  DYNAMIC HT  -        1506.048 (meters)    4941.09  (feet)  COMP
 GO0148  MODELED GRAV-     979,385.7   (mgal)                       NAVD 88
 GO0148
 GO0148  VERT ORDER  -  SECOND    CLASS 0
 GO0148
 GO0148.The horizontal coordinates were scaled from a topographic map and have
 GO0148.an estimated accuracy of +/- 6 seconds.
 GO0148
 GO0148.The orthometric height was determined by differential leveling
 GO0148.and adjusted by the National Geodetic Survey in June 1991..
 GO0148
 GO0148.The geoid height was determined by GEOID03.
 GO0148
 GO0148.The dynamic height is computed by dividing the NAVD 88
 GO0148.geopotential number by the normal gravity value computed on the
 GO0148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GO0148.degrees latitude (g = 980.6199 gals.).
 GO0148
 GO0148.The modeled gravity was interpolated from observed gravity values.
 GO0148
 GO0148;                    North         East    Units  Estimated Accuracy
 GO0148;SPC NM W     -   641,800.      758,370.      MT  (+/- 180 meters Scaled)
 GO0148
 GO0148                          SUPERSEDED SURVEY CONTROL
 GO0148
 GO0148  NGVD 29 (??/??/92) 1506.974  (m)         4944.13   (f) ADJ UNCH    2 0
 GO0148
 GO0148.Superseded values are not recommended for survey control.
 GO0148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GO0148.See file dsdata.txt to determine how the superseded data were derived.
 GO0148
 GO0148_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYF109735(NAD 83)
 GO0148_MARKER: DD = SURVEY DISK
 GO0148_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GO0148_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GO0148_STAMPING: 1/256 - 1913
 GO0148_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GO0148
 GO0148  HISTORY     - Date     Condition        Report By
 GO0148  HISTORY     - 1913     MONUMENTED       USGLO
 GO0148  HISTORY     - 1928     GOOD             NGS
 GO0148
 GO0148                          STATION DESCRIPTION
 GO0148
 GO0148'DESCRIBED BY NATIONAL GEODETIC SURVEY 1928
 GO0148'2 MI E FROM SHIPROCK.
 GO0148'120 FT. SOUTH OF CENTERLINE OF SHIPROCK-FARMINGTON HIGHWAY, 160 FT.
 GO0148'SOUTH OF A FENCE CORNER.  A SECTION MARKER OF THE GENERAL LAND OFFICE.
 GO0148'THIS IS NOT A GOOD PERMANENT BENCH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0002 ***********************************************************************
 CY0002  DESIGNATION -  257
 CY0002  PID         -  CY0002
 CY0002  STATE/COUNTY-  NM/LUNA
 CY0002  USGS QUAD   -  FAYWOOD STATION (1992)
 CY0002
 CY0002                         *CURRENT SURVEY CONTROL
 CY0002  ___________________________________________________________________
 CY0002* NAD 83(1986)-  32 30 49.     (N)    108 02 53.     (W)     SCALED    
 CY0002* NAVD 88     -      1497.801  (meters)    4914.04   (feet)  ADJUSTED  
 CY0002  ___________________________________________________________________
 CY0002  GEOID HEIGHT-         -24.32  (meters)                     GEOID03
 CY0002  DYNAMIC HT  -        1495.492 (meters)    4906.46  (feet)  COMP
 CY0002  MODELED GRAV-     979,045.0   (mgal)                       NAVD 88
 CY0002
 CY0002  VERT ORDER  -  FIRST     CLASS II
 CY0002
 CY0002.The horizontal coordinates were scaled from a topographic map and have
 CY0002.an estimated accuracy of +/- 6 seconds.
 CY0002
 CY0002.The orthometric height was determined by differential leveling
 CY0002.and adjusted by the National Geodetic Survey in June 1991..
 CY0002
 CY0002.The geoid height was determined by GEOID03.
 CY0002
 CY0002.The dynamic height is computed by dividing the NAVD 88
 CY0002.geopotential number by the normal gravity value computed on the
 CY0002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0002.degrees latitude (g = 980.6199 gals.).
 CY0002
 CY0002.The modeled gravity was interpolated from observed gravity values.
 CY0002
 CY0002;                    North         East    Units  Estimated Accuracy
 CY0002;SPC NM W     -   167,840.      809,830.      MT  (+/- 180 meters Scaled)
 CY0002
 CY0002                          SUPERSEDED SURVEY CONTROL
 CY0002
 CY0002  NGVD 29 (??/??/92) 1497.004  (m)         4911.42   (f) ADJ UNCH    1 2
 CY0002
 CY0002.Superseded values are not recommended for survey control.
 CY0002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0002.See file dsdata.txt to determine how the superseded data were derived.
 CY0002
 CY0002_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYB773012(NAD 83)
 CY0002_MARKER: P = PIPE CAP
 CY0002_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CY0002_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CY0002_STAMPING: FAYWOOD 4911 1945 257
 CY0002_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CY0002
 CY0002  HISTORY     - Date     Condition        Report By
 CY0002  HISTORY     - 1945     MONUMENTED       USGS
 CY0002  HISTORY     - 1952     GOOD             NGS
 CY0002
 CY0002                          STATION DESCRIPTION
 CY0002
 CY0002'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CY0002'24.4 MI NW FROM DEMING.
 CY0002'24.4 MILES NORTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 CY0002'FROM THE STATION AT DEMING, 13 POLES NORTHWEST OF MILEPOST 23, 1 1/2
 CY0002'POLES SOUTHEAST OF THE FAYWOOD SIDING SIGN, AT A ROAD CROSSING, 48
 CY0002'FEET NORTHEAST OF THE NORTHEAST RAIL, 34 FEET NORTHWEST OF THE CENTER
 CY0002'LINE OF A ROAD, 13 FEET NORTHWEST OF THE 13TH POLE NORTHWEST OF
 CY0002'MILEPOST 23, 2 FEET NORTHWEST OF A WITNESS POST, RIVETED ON THE TOP OF
 CY0002'A 3 1/2 INCH IRON PIPE WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND. 0.75
 CY0002'MILE SOUTHEAST OF BENCH MARK V 250.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0249 ***********************************************************************
 EQ0249  DESIGNATION -  26 L
 EQ0249  PID         -  EQ0249
 EQ0249  STATE/COUNTY-  NM/VALENCIA
 EQ0249  USGS QUAD   -  VEGUITA (1991)
 EQ0249
 EQ0249                         *CURRENT SURVEY CONTROL
 EQ0249  ___________________________________________________________________
 EQ0249* NAD 83(1986)-  34 37 24.     (N)    106 46 40.     (W)     SCALED    
 EQ0249* NAVD 88     -      1461.583  (meters)    4795.21   (feet)  POSTED    
 EQ0249  ___________________________________________________________________
 EQ0249  GEOID HEIGHT-         -21.89  (meters)                     GEOID03
 EQ0249  DYNAMIC HT  -        1459.560 (meters)    4788.57  (feet)  COMP
 EQ0249  MODELED GRAV-     979,197.1   (mgal)                       NAVD 88
 EQ0249
 EQ0249  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 EQ0249
 EQ0249.The horizontal coordinates were scaled from a topographic map and have
 EQ0249.an estimated accuracy of +/- 6 seconds.
 EQ0249
 EQ0249.The orthometric height was determined by differential leveling
 EQ0249.and adjusted by the National Geodetic Survey in 1992..
 EQ0249.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 EQ0249.rate of 1.1 thru 2.0 mm/km.
 EQ0249
 EQ0249.The geoid height was determined by GEOID03.
 EQ0249
 EQ0249.The dynamic height is computed by dividing the NAVD 88
 EQ0249.geopotential number by the normal gravity value computed on the
 EQ0249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0249.degrees latitude (g = 980.6199 gals.).
 EQ0249
 EQ0249.The modeled gravity was interpolated from observed gravity values.
 EQ0249
 EQ0249;                    North         East    Units  Estimated Accuracy
 EQ0249;SPC NM C     -   401,920.      451,610.      MT  (+/- 180 meters Scaled)
 EQ0249
 EQ0249                          SUPERSEDED SURVEY CONTROL
 EQ0249
 EQ0249  NGVD 29 (??/??/92) 1460.814  (m)         4792.69   (f) ADJ UNCH    1 2
 EQ0249
 EQ0249.Superseded values are not recommended for survey control.
 EQ0249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0249.See file dsdata.txt to determine how the superseded data were derived.
 EQ0249
 EQ0249_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU370327(NAD 83)
 EQ0249_MARKER: DD = SURVEY DISK
 EQ0249_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EQ0249_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EQ0249_STAMPING: 26 L 1946
 EQ0249_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EQ0249+STABILITY: SURFACE MOTION
 EQ0249
 EQ0249  HISTORY     - Date     Condition        Report By
 EQ0249  HISTORY     - 1946     MONUMENTED       USGS
 EQ0249  HISTORY     - 1951     GOOD             NGS
 EQ0249  HISTORY     - 1982     MARK NOT FOUND   NGS
 EQ0249
 EQ0249                          STATION DESCRIPTION
 EQ0249
 EQ0249'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 EQ0249'2.5 MI S FROM BELEN.
 EQ0249'2.5 MILES SOUTH ALONG U.S. HIGHWAY 85 FROM THE POST OFFICE AT BELEN,
 EQ0249'186 FEET WEST OF THE NORTHWEST CORNER OF THE PUBLITOS SCHOOLHOUSE, 23
 EQ0249'FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 20 FEET SOUTH OF THE
 EQ0249'CENTER LINE OF A TRACK ROAD LEADING WEST, 1.6 FEET EAST OF A POWER
 EQ0249'POLE, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.1 FOOT ABOVE
 EQ0249'THE GROUND.
 EQ0249
 EQ0249                          STATION RECOVERY (1982)
 EQ0249
 EQ0249'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 EQ0249'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0005 ***********************************************************************
 CY0005  DESIGNATION -  260
 CY0005  PID         -  CY0005
 CY0005  STATE/COUNTY-  NM/GRANT
 CY0005  USGS QUAD   -  FAYWOOD STATION (1992)
 CY0005
 CY0005                         *CURRENT SURVEY CONTROL
 CY0005  ___________________________________________________________________
 CY0005* NAD 83(1986)-  32 32 27.     (N)    108 04 58.     (W)     SCALED    
 CY0005* NAVD 88     -      1525.306  (meters)    5004.27   (feet)  ADJUSTED  
 CY0005  ___________________________________________________________________
 CY0005  GEOID HEIGHT-         -24.28  (meters)                     GEOID03
 CY0005  DYNAMIC HT  -        1522.944 (meters)    4996.53  (feet)  COMP
 CY0005  MODELED GRAV-     979,036.6   (mgal)                       NAVD 88
 CY0005
 CY0005  VERT ORDER  -  FIRST     CLASS II
 CY0005
 CY0005.The horizontal coordinates were scaled from a topographic map and have
 CY0005.an estimated accuracy of +/- 6 seconds.
 CY0005
 CY0005.The orthometric height was determined by differential leveling
 CY0005.and adjusted by the National Geodetic Survey in June 1991..
 CY0005
 CY0005.The geoid height was determined by GEOID03.
 CY0005
 CY0005.The dynamic height is computed by dividing the NAVD 88
 CY0005.geopotential number by the normal gravity value computed on the
 CY0005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0005.degrees latitude (g = 980.6199 gals.).
 CY0005
 CY0005.The modeled gravity was interpolated from observed gravity values.
 CY0005
 CY0005;                    North         East    Units  Estimated Accuracy
 CY0005;SPC NM W     -   170,870.      806,570.      MT  (+/- 180 meters Scaled)
 CY0005
 CY0005                          SUPERSEDED SURVEY CONTROL
 CY0005
 CY0005  NGVD 29 (??/??/92) 1524.490  (m)         5001.60   (f) ADJ UNCH    1 2
 CY0005
 CY0005.Superseded values are not recommended for survey control.
 CY0005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0005.See file dsdata.txt to determine how the superseded data were derived.
 CY0005
 CY0005_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYB739041(NAD 83)
 CY0005_MARKER: P = PIPE CAP
 CY0005_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CY0005_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CY0005_STAMPING: 260
 CY0005_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CY0005
 CY0005  HISTORY     - Date     Condition        Report By
 CY0005  HISTORY     - UNK      MONUMENTED       USGS
 CY0005  HISTORY     - 1952     GOOD             NGS
 CY0005
 CY0005                          STATION DESCRIPTION
 CY0005
 CY0005'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CY0005'20.4 MI SE FROM SILVER CITY.
 CY0005'20.4 MILES SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 CY0005'FROM THE STATION AT SILVER CITY, 6 POLES NORTHWEST OF MILEPOST 26, 59
 CY0005'FEET SOUTHWEST OF THE SOUTHWEST RAIL, 39 FEET NORTHEAST OF A FENCE, 2
 CY0005'FEET SOUTHEAST OF A WITNESS POST, RIVETED ON THE TOP OF A 3 1/2 INCH
 CY0005'IRON PIPE WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0008 ***********************************************************************
 CY0008  DESIGNATION -  263
 CY0008  PID         -  CY0008
 CY0008  STATE/COUNTY-  NM/GRANT
 CY0008  USGS QUAD   -  FAYWOOD STATION (1992)
 CY0008
 CY0008                         *CURRENT SURVEY CONTROL
 CY0008  ___________________________________________________________________
 CY0008* NAD 83(1986)-  32 34 16.     (N)    108 07 15.     (W)     SCALED    
 CY0008* NAVD 88     -      1564.139  (meters)    5131.68   (feet)  ADJUSTED  
 CY0008  ___________________________________________________________________
 CY0008  GEOID HEIGHT-         -24.24  (meters)                     GEOID03
 CY0008  DYNAMIC HT  -        1561.716 (meters)    5123.73  (feet)  COMP
 CY0008  MODELED GRAV-     979,034.3   (mgal)                       NAVD 88
 CY0008
 CY0008  VERT ORDER  -  FIRST     CLASS II
 CY0008
 CY0008.The horizontal coordinates were scaled from a topographic map and have
 CY0008.an estimated accuracy of +/- 6 seconds.
 CY0008
 CY0008.The orthometric height was determined by differential leveling
 CY0008.and adjusted by the National Geodetic Survey in June 1991..
 CY0008
 CY0008.The geoid height was determined by GEOID03.
 CY0008
 CY0008.The dynamic height is computed by dividing the NAVD 88
 CY0008.geopotential number by the normal gravity value computed on the
 CY0008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0008.degrees latitude (g = 980.6199 gals.).
 CY0008
 CY0008.The modeled gravity was interpolated from observed gravity values.
 CY0008
 CY0008;                    North         East    Units  Estimated Accuracy
 CY0008;SPC NM W     -   174,230.      803,010.      MT  (+/- 180 meters Scaled)
 CY0008
 CY0008                          SUPERSEDED SURVEY CONTROL
 CY0008
 CY0008  NGVD 29 (??/??/92) 1563.314  (m)         5128.97   (f) ADJ UNCH    1 2
 CY0008
 CY0008.Superseded values are not recommended for survey control.
 CY0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0008.See file dsdata.txt to determine how the superseded data were derived.
 CY0008
 CY0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYB703074(NAD 83)
 CY0008_MARKER: P = PIPE CAP
 CY0008_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CY0008_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CY0008_STAMPING: 263
 CY0008_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CY0008
 CY0008  HISTORY     - Date     Condition        Report By
 CY0008  HISTORY     - UNK      MONUMENTED       USGS
 CY0008  HISTORY     - 1952     GOOD             NGS
 CY0008  HISTORY     - 20020111 GOOD             INDIV
 CY0008
 CY0008                          STATION DESCRIPTION
 CY0008
 CY0008'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CY0008'17.4 MI SE FROM SILVER CITY.
 CY0008'17.4 MILES SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 CY0008'FROM THE STATION AT SILVER CITY, 6 POLES NORTHWEST OF MILEPOST 29, 73
 CY0008'FEET SOUTHWEST OF THE SOUTHWEST RAIL, 24 FEET NORTHEAST OF A FENCE, 2
 CY0008'FEET NORTHWEST OF A WITNESS POST, RIVETED ON THE TOP OF A 3 1/2 INCH
 CY0008'IRON PIPE WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
 CY0008
 CY0008                          STATION RECOVERY (2002)
 CY0008
 CY0008'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (ATA)
 CY0008'MONUMENT IN GOOD SHAPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH7497 ***********************************************************************
 AH7497  DESIGNATION -  26+52.25
 AH7497  PID         -  AH7497
 AH7497  STATE/COUNTY-  NM/QUAY
 AH7497  USGS QUAD   -  TUCUMCARI (1967)
 AH7497
 AH7497                         *CURRENT SURVEY CONTROL
 AH7497  ___________________________________________________________________
 AH7497* NAD 83(1986)-  35 10 42.     (N)    103 42 16.     (W)     SCALED    
 AH7497* NAVD 88     -      1223.933  (meters)    4015.52   (feet)  ADJUSTED  
 AH7497  ___________________________________________________________________
 AH7497  GEOID HEIGHT-         -23.27  (meters)                     GEOID03
 AH7497  DYNAMIC HT  -        1222.405 (meters)    4010.51  (feet)  COMP
 AH7497  MODELED GRAV-     979,344.0   (mgal)                       NAVD 88
 AH7497
 AH7497  VERT ORDER  -  SECOND    CLASS I
 AH7497
 AH7497.The horizontal coordinates were scaled from a topographic map and have
 AH7497.an estimated accuracy of +/- 6 seconds.
 AH7497
 AH7497.The orthometric height was determined by differential leveling
 AH7497.and adjusted by the National Geodetic Survey in July 2002..
 AH7497
 AH7497.The geoid height was determined by GEOID03.
 AH7497
 AH7497.The dynamic height is computed by dividing the NAVD 88
 AH7497.geopotential number by the normal gravity value computed on the
 AH7497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH7497.degrees latitude (g = 980.6199 gals.).
 AH7497
 AH7497.The modeled gravity was interpolated from observed gravity values.
 AH7497
 AH7497;                    North         East    Units  Estimated Accuracy
 AH7497;SPC NM E     -   463,540.      222,280.      MT  (+/- 180 meters Scaled)
 AH7497
 AH7497                          SUPERSEDED SURVEY CONTROL
 AH7497
 AH7497.No superseded survey control is available for this station.
 AH7497
 AH7497_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFU179935(NAD 83)
 AH7497_MARKER: DD = SURVEY DISK
 AH7497_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AH7497_SP_SET: HEADWALL
 AH7497_STAMPING: STA. 26+52.25 L.S. 8672
 AH7497_MARK LOGO: NMHC  
 AH7497_PROJECTION: FLUSH
 AH7497_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH7497_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH7497+STABILITY: SURFACE MOTION
 AH7497_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH7497+SATELLITE: SATELLITE OBSERVATIONS - August 02, 2005
 AH7497
 AH7497  HISTORY     - Date     Condition        Report By
 AH7497  HISTORY     - UNK      MONUMENTED       NMHC
 AH7497  HISTORY     - 19990203 GOOD             NGS
 AH7497  HISTORY     - 20050802 GOOD             GEOCAC
 AH7497
 AH7497                          STATION DESCRIPTION
 AH7497
 AH7497'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AH7497'2.0 KM (1.25 MI) EASTERLY ALONG U.S.  HIGHWAY 66 FROM THE JUNCTION OF
 AH7497'STATE HIGHWAYS 104 AND 209 IN TUCUMCARI, 48.1 M (157.8 FT) NORTH OF
 AH7497'THE EAST END OF THE MOST NORTHERLY OF 2 PIPE CULVERTS UNDER THE
 AH7497'HIGHWAY, 31.9 M (104.7 FT) NORTHWEST OF A FENCE CORNER, 30.2 M (99.1
 AH7497'FT) NORTHEAST OF THE HIGHWAY CENTERLINE, 2.0 M (6.6 FT) BELOW THE
 AH7497'LEVEL OF THE HIGHWAY, 0.4 M (1.3 FT) SOUTHWEST OF A WITNESS POST, 0.1
 AH7497'M (0.3 FT) NORTHEAST OF A FENCE, AND THE MONUMENT PROJECTS 0.1 M (0.3
 AH7497'FT) ABOVE THE GROUND SURFACE.  NOTE--THE MONUMENT IS ON HIGHWAY
 AH7497'RIGHT-OF-WAY.
 AH7497
 AH7497                          STATION RECOVERY (2005)
 AH7497
 AH7497'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 AH7497'HANDHELD COORDINATES ARE N35-10-43.92 W103-42-16.20.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0019 ***********************************************************************
 CY0019  DESIGNATION -  267 B
 CY0019  PID         -  CY0019
 CY0019  STATE/COUNTY-  NM/GRANT
 CY0019  USGS QUAD   -  WHITEWATER (1992)
 CY0019
 CY0019                         *CURRENT SURVEY CONTROL
 CY0019  ___________________________________________________________________
 CY0019* NAD 83(1986)-  32 36 25.     (N)    108 10 13.     (W)     SCALED    
 CY0019* NAVD 88     -      1589.058  (meters)    5213.43   (feet)  ADJUSTED  
 CY0019  ___________________________________________________________________
 CY0019  GEOID HEIGHT-         -24.20  (meters)                     GEOID03
 CY0019  DYNAMIC HT  -        1586.575 (meters)    5205.29  (feet)  COMP
 CY0019  MODELED GRAV-     979,020.0   (mgal)                       NAVD 88
 CY0019
 CY0019  VERT ORDER  -  FIRST     CLASS II
 CY0019
 CY0019.The horizontal coordinates were scaled from a topographic map and have
 CY0019.an estimated accuracy of +/- 6 seconds.
 CY0019
 CY0019.The orthometric height was determined by differential leveling
 CY0019.and adjusted by the National Geodetic Survey in June 1991..
 CY0019
 CY0019.The geoid height was determined by GEOID03.
 CY0019
 CY0019.The dynamic height is computed by dividing the NAVD 88
 CY0019.geopotential number by the normal gravity value computed on the
 CY0019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0019.degrees latitude (g = 980.6199 gals.).
 CY0019
 CY0019.The modeled gravity was interpolated from observed gravity values.
 CY0019
 CY0019;                    North         East    Units  Estimated Accuracy
 CY0019;SPC NM W     -   178,220.      798,380.      MT  (+/- 180 meters Scaled)
 CY0019
 CY0019                          SUPERSEDED SURVEY CONTROL
 CY0019
 CY0019  NGVD 29 (??/??/92) 1588.206  (m)         5210.64   (f) ADJ UNCH    1 2
 CY0019
 CY0019.Superseded values are not recommended for survey control.
 CY0019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0019.See file dsdata.txt to determine how the superseded data were derived.
 CY0019
 CY0019_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYB655112(NAD 83)
 CY0019_MARKER: P = PIPE CAP
 CY0019_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CY0019_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CY0019_STAMPING: 267 B 1905
 CY0019_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CY0019
 CY0019  HISTORY     - Date     Condition        Report By
 CY0019  HISTORY     - 1905     MONUMENTED       USGS
 CY0019  HISTORY     - 1952     GOOD             NGS
 CY0019
 CY0019                          STATION DESCRIPTION
 CY0019
 CY0019'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CY0019'13.6 MI SE FROM SILVER CITY.
 CY0019'13.6 MILES SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 CY0019'FROM THE STATION AT SILVER CITY, 58.6 FEET NORTHEAST OF THE NORTHEAST
 CY0019'RAIL, 62.4 FEET NORTHEAST OF THE SOUTHEAST END OF BRIDGE 33 A, 38 FEET
 CY0019'NORTHWEST OF THE 1ST POST NORTHWEST OF MILEPOST 33, 1 FOOT NORTH OF A
 CY0019'WITNESS POST, RIVETED ON THE TOP OF A 3 1/2 INCH IRON PIPE WHICH
 CY0019'PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GO0364 ***********************************************************************
 GO0364  DESIGNATION -  27 F 10
 GO0364  PID         -  GO0364
 GO0364  STATE/COUNTY-  NM/SAN JUAN
 GO0364  USGS QUAD   -  ADOBE DOWNS RANCH (1979)
 GO0364
 GO0364                         *CURRENT SURVEY CONTROL
 GO0364  ___________________________________________________________________
 GO0364* NAD 83(1992)-  36 58 32.46032(N)    108 05 34.44871(W)     ADJUSTED  
 GO0364* NAVD 88     -       947.6    (meters)    3109.     (feet)  VERTCON   
 GO0364  ___________________________________________________________________
 GO0364  LAPLACE CORR-           1.56  (seconds)                    DEFLEC99
 GO0364  GEOID HEIGHT-         -20.39  (meters)                     GEOID03
 GO0364
 GO0364  HORZ ORDER  -  THIRD
 GO0364  VERT ORDER  -  THIRD ? (See Below)
 GO0364
 GO0364.The horizontal coordinates were established by classical geodetic methods
 GO0364.and adjusted by the National Geodetic Survey in December 1993..
 GO0364
 GO0364.The NAVD 88 height was computed by applying the VERTCON shift value to
 GO0364.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GO0364.The vertical order pertains to the NGVD 29 superseded value.
 GO0364
 GO0364.The Laplace correction was computed from DEFLEC99 derived deflections.
 GO0364
 GO0364.The geoid height was determined by GEOID03.
 GO0364
 GO0364;                    North         East     Units Scale Factor Converg.
 GO0364;SPC NM W     -   662,814.310   806,889.870   MT  0.99992324   -0 09 22.1
 GO0364;SPC NM W     - 2,174,583.28  2,647,271.18   sFT  0.99992324   -0 09 22.1
 GO0364;SPC CO S     -   342,301.283   683,546.323   MT  1.00005674   -1 35 25.5
 GO0364;SPC CO S     - 1,123,033.46  2,242,601.56   sFT  1.00005674   -1 35 25.5
 GO0364;UTM  12      - 4,096,125.452   758,775.422   MT  1.00042503   +1 44 58.3
 GO0364
 GO0364!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GO0364!SPC NM W     -   0.99985451  x   0.99992324  =   0.99977776
 GO0364!SPC CO S     -   0.99985451  x   1.00005674  =   0.99991124
 GO0364!UTM  12      -   0.99985451  x   1.00042503  =   1.00027947
 GO0364
 GO0364:                Primary Azimuth Mark                     Grid Az
 GO0364:SPC NM W     -  CEDAR                                    203 47 48.1
 GO0364:SPC CO S     -  CEDAR                                    205 13 51.5
 GO0364:UTM  12      -  CEDAR                                    201 53 27.7
 GO0364
 GO0364|---------------------------------------------------------------------|
 GO0364| PID    Reference Object                     Distance      Geod. Az  |
 GO0364|                                                           dddmmss.s |
 GO0364| GO0366 CEDAR                               APPROX.14.6 KM 2033826.0 |
 GO0364|---------------------------------------------------------------------|
 GO0364
 GO0364                          SUPERSEDED SURVEY CONTROL
 GO0364
 GO0364  NAD 83(1992)-  36 58 32.46010(N)    108 05 34.44896(W) AD(       ) 3
 GO0364  NAD 83(1986)-  36 58 32.45255(N)    108 05 34.45839(W) AD(       ) 3
 GO0364  NAD 27      -  36 58 32.45695(N)    108 05 32.18708(W) AD(       ) 3
 GO0364  NGVD 29 (07/19/86)  946.5    (m)         3105.     (f) LEVELING    3  
 GO0364
 GO0364.Superseded values are not recommended for survey control.
 GO0364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GO0364.See file dsdata.txt to determine how the superseded data were derived.
 GO0364
 GO0364_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYF5877596125(NAD 83)
 GO0364
 GO0364  HISTORY     - Date     Condition        Report By
 GO0364  HISTORY     - UNK      MONUMENTED       BOR
 GO0364  HISTORY     - 1960     GOOD             USGS
 GO0364
 GO0364                          STATION DESCRIPTION
 GO0364
 GO0364'DESCRIBED BY US GEOLOGICAL SURVEY 1960 (PAA)
 GO0364'STATION RECOVERED AND DESCRIBED.
 GO0364'
 GO0364'TO REACH FROM POST OFFICE AT FLORA VISTA, NEW MEXICO, GO W. 0.2 MI.
 GO0364'ALONG U.S. HIGHWAY 550 TO GRAVEL RD. FROM N., THENCE GO NORTHWESTERLY
 GO0364'0.8 MI. TO Y-JUNCTION, TAKE LEFT FORK AND CONTINUE NORTHWESTERLY 3.7
 GO0364'MI. TO Y-JUNCTION, TAKE RIGHT FORK AND GO 4.1 MI. NORTHEASTERLY TO
 GO0364'T-JUNCTION, GO LEFT (NW.) 1.6 MI. TO Y-JUNCTION, TAKE RIGHT FORK AND
 GO0364'GO NORTHERLY ALONG MAIN RD. 2.4 MI. TO T-JUNCTION WITH RD. FROM W.,
 GO0364'CONTINUE N. AND NE. 2.2 MI. TO INTERSECTION WITH A N-S. RD., LEAVE
 GO0364'RD. AND DRIVE CROSS COUNTRY 0.1 MI. NW. TO TOP OF SMALL RISE,
 GO0364'STATION MARK IS 60 FT. SW. OF THE HIGHEST POINT.
 GO0364'
 GO0364'STATION MARK--STATION MARK IS A BOR  STANDARD TABLET SET IN TOP OF
 GO0364'3 IN. IRON PIPE, PROJECTING 0.2 FT. ABOVE GROUND.  TABLET IS STAMPED
 GO0364'---27 F 10---.  (NOTE--TABLET IS LEANING TO THE N.)
 GO0364'
 GO0364'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GO0368 ***********************************************************************
 GO0368  DESIGNATION -  27 F 8
 GO0368  PID         -  GO0368
 GO0368  STATE/COUNTY-  NM/SAN JUAN
 GO0368  USGS QUAD   -  LA PLATA (1979)
 GO0368
 GO0368                         *CURRENT SURVEY CONTROL
 GO0368  ___________________________________________________________________
 GO0368* NAD 83(1992)-  36 55 23.73689(N)    108 12 48.66224(W)     ADJUSTED  
 GO0368* NAVD 88     -      1800.2    (meters)    5906.     (feet)  VERTCON   
 GO0368  ___________________________________________________________________
 GO0368  LAPLACE CORR-          -0.48  (seconds)                    DEFLEC99
 GO0368  GEOID HEIGHT-         -20.59  (meters)                     GEOID03
 GO0368
 GO0368  HORZ ORDER  -  THIRD
 GO0368  VERT ORDER  -  THIRD ? (See Below)
 GO0368
 GO0368.The horizontal coordinates were established by classical geodetic methods
 GO0368.and adjusted by the National Geodetic Survey in December 1993..
 GO0368
 GO0368.The NAVD 88 height was computed by applying the VERTCON shift value to
 GO0368.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GO0368.The vertical order pertains to the NGVD 29 superseded value.
 GO0368
 GO0368.The Laplace correction was computed from DEFLEC99 derived deflections.
 GO0368
 GO0368.The geoid height was determined by GEOID03.
 GO0368
 GO0368;                    North         East     Units Scale Factor Converg.
 GO0368;SPC NM W     -   657,033.069   796,127.965   MT  0.99993080   -0 13 42.2
 GO0368;SPC NM W     - 2,155,615.99  2,611,963.17   sFT  0.99993080   -0 13 42.2
 GO0368;SPC CO S     -   336,790.638   672,641.508   MT  1.00007073   -1 39 51.9
 GO0368;SPC CO S     - 1,104,953.95  2,206,824.68   sFT  1.00007073   -1 39 51.9
 GO0368;UTM  12      - 4,089,986.906   748,206.674   MT  1.00035902   +1 40 29.4
 GO0368
 GO0368!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GO0368!SPC NM W     -   0.99972080  x   0.99993080  =   0.99965162
 GO0368!SPC CO S     -   0.99972080  x   1.00007073  =   0.99979151
 GO0368!UTM  12      -   0.99972080  x   1.00035902  =   1.00007972
 GO0368
 GO0368:                Primary Azimuth Mark                     Grid Az
 GO0368:SPC NM W     -  CEDAR                                    147 00 19.2
 GO0368:SPC CO S     -  CEDAR                                    148 26 28.9
 GO0368:UTM  12      -  CEDAR                                    145 06 07.6
 GO0368
 GO0368|---------------------------------------------------------------------|
 GO0368| PID    Reference Object                     Distance      Geod. Az  |
 GO0368|                                                           dddmmss.s |
 GO0368| GO0366 CEDAR                               APPROX. 9.0 KM 1464637.0 |
 GO0368|---------------------------------------------------------------------|
 GO0368
 GO0368                          SUPERSEDED SURVEY CONTROL
 GO0368
 GO0368  NAD 83(1992)-  36 55 23.73633(N)    108 12 48.66284(W) AD(       ) 3
 GO0368  NAD 83(1986)-  36 55 23.73017(N)    108 12 48.67269(W) AD(       ) 3
 GO0368  NAD 27      -  36 55 23.73314(N)    108 12 46.38974(W) AD(       ) 3
 GO0368  NGVD 29 (07/19/86) 1799.1    (m)         5903.     (f) LEVELING    3  
 GO0368
 GO0368.Superseded values are not recommended for survey control.
 GO0368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GO0368.See file dsdata.txt to determine how the superseded data were derived.
 GO0368
 GO0368_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYF4820789987(NAD 83)
 GO0368
 GO0368  HISTORY     - Date     Condition        Report By
 GO0368  HISTORY     - UNK      MONUMENTED       BOR
 GO0368  HISTORY     - 1960     GOOD             USGS
 GO0368
 GO0368                          STATION DESCRIPTION
 GO0368
 GO0368'DESCRIBED BY US GEOLOGICAL SURVEY 1960 (PAA)
 GO0368'STATION IS LOCATED ABOUT 2 MI. SW. OF LA PLATA, NEW MEXICO.
 GO0368'
 GO0368'STATION MARK--A STANDARD BOR  BRASS CAP ON IRON PIPE PROJECTING 1.3
 GO0368'FT. ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0022 ***********************************************************************
 CY0022  DESIGNATION -  270 B
 CY0022  PID         -  CY0022
 CY0022  STATE/COUNTY-  NM/GRANT
 CY0022  USGS QUAD   -  HURLEY WEST (1992)
 CY0022
 CY0022                         *CURRENT SURVEY CONTROL
 CY0022  ___________________________________________________________________
 CY0022* NAD 83(1986)-  32 38 06.     (N)    108 12 26.     (W)     SCALED    
 CY0022* NAVD 88     -      1622.480  (meters)    5323.09   (feet)  ADJUSTED  
 CY0022  ___________________________________________________________________
 CY0022  GEOID HEIGHT-         -24.16  (meters)                     GEOID03
 CY0022  DYNAMIC HT  -        1619.937 (meters)    5314.74  (feet)  COMP
 CY0022  MODELED GRAV-     979,014.3   (mgal)                       NAVD 88
 CY0022
 CY0022  VERT ORDER  -  FIRST     CLASS II
 CY0022
 CY0022.The horizontal coordinates were scaled from a topographic map and have
 CY0022.an estimated accuracy of +/- 6 seconds.
 CY0022
 CY0022.The orthometric height was determined by differential leveling
 CY0022.and adjusted by the National Geodetic Survey in June 1991..
 CY0022
 CY0022.The geoid height was determined by GEOID03.
 CY0022
 CY0022.The dynamic height is computed by dividing the NAVD 88
 CY0022.geopotential number by the normal gravity value computed on the
 CY0022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0022.degrees latitude (g = 980.6199 gals.).
 CY0022
 CY0022.The modeled gravity was interpolated from observed gravity values.
 CY0022
 CY0022;                    North         East    Units  Estimated Accuracy
 CY0022;SPC NM W     -   181,340.      794,920.      MT  (+/- 180 meters Scaled)
 CY0022
 CY0022                          SUPERSEDED SURVEY CONTROL
 CY0022
 CY0022  NGVD 29 (??/??/92) 1621.613  (m)         5320.24   (f) ADJ UNCH    1 2
 CY0022
 CY0022.Superseded values are not recommended for survey control.
 CY0022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0022.See file dsdata.txt to determine how the superseded data were derived.
 CY0022
 CY0022_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYB620142(NAD 83)
 CY0022_MARKER: P = PIPE CAP
 CY0022_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CY0022_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CY0022_STAMPING: 270 B 1905
 CY0022_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CY0022
 CY0022  HISTORY     - Date     Condition        Report By
 CY0022  HISTORY     - 1905     MONUMENTED       USGS
 CY0022  HISTORY     - 1952     GOOD             NGS
 CY0022
 CY0022                          STATION DESCRIPTION
 CY0022
 CY0022'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CY0022'10.5 MI SE FROM SILVER CITY.
 CY0022'10.5 MILES SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 CY0022'FROM THE STATION AT SILVER CITY, 4 POLES NORTHWEST OF MILEPOST 36, 368
 CY0022'FEET SOUTHWEST OF THE SOUTHWEST RAIL, 14.3 FEET NORTHEAST OF A FENCE,
 CY0022'2 FEET SOUTHEAST OF A WITNESS POST, RIVETED ON THE TOP OF A 3 1/2 INCH
 CY0022'IRON PIPE WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0034 ***********************************************************************
 CW0034  DESIGNATION -  272
 CW0034  PID         -  CW0034
 CW0034  STATE/COUNTY-  NM/EDDY
 CW0034  USGS QUAD   -  SPRING LAKE (1975)
 CW0034
 CW0034                         *CURRENT SURVEY CONTROL
 CW0034  ___________________________________________________________________
 CW0034* NAD 83(1986)-  32 50 34.     (N)    104 20 37.     (W)     SCALED    
 CW0034* NAVD 88     -      1007.472  (meters)    3305.35   (feet)  ADJUSTED  
 CW0034  ___________________________________________________________________
 CW0034  GEOID HEIGHT-         -23.15  (meters)                     GEOID03
 CW0034  DYNAMIC HT  -        1006.083 (meters)    3300.79  (feet)  COMP
 CW0034  MODELED GRAV-     979,224.7   (mgal)                       NAVD 88
 CW0034
 CW0034  VERT ORDER  -  FIRST     CLASS II
 CW0034
 CW0034.The horizontal coordinates were scaled from a topographic map and have
 CW0034.an estimated accuracy of +/- 6 seconds.
 CW0034
 CW0034.The orthometric height was determined by differential leveling
 CW0034.and adjusted by the National Geodetic Survey in June 1991..
 CW0034
 CW0034.The geoid height was determined by GEOID03.
 CW0034
 CW0034.The dynamic height is computed by dividing the NAVD 88
 CW0034.geopotential number by the normal gravity value computed on the
 CW0034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0034.degrees latitude (g = 980.6199 gals.).
 CW0034
 CW0034.The modeled gravity was interpolated from observed gravity values.
 CW0034
 CW0034;                    North         East    Units  Estimated Accuracy
 CW0034;SPC NM E     -   204,320.      164,040.      MT  (+/- 180 meters Scaled)
 CW0034
 CW0034                          SUPERSEDED SURVEY CONTROL
 CW0034
 CW0034  NGVD 29 (??/??/92) 1007.010  (m)         3303.83   (f) ADJ UNCH    1 2
 CW0034
 CW0034.Superseded values are not recommended for survey control.
 CW0034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0034.See file dsdata.txt to determine how the superseded data were derived.
 CW0034
 CW0034_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES614340(NAD 83)
 CW0034_MARKER: DD = SURVEY DISK
 CW0034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CW0034_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CW0034_STAMPING: LINE NO 272 1952
 CW0034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CW0034+STABILITY: SURFACE MOTION
 CW0034
 CW0034  HISTORY     - Date     Condition        Report By
 CW0034  HISTORY     - 1952     MONUMENTED       BPR
 CW0034  HISTORY     - 1957     GOOD             NGS
 CW0034
 CW0034                          STATION DESCRIPTION
 CW0034
 CW0034'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 CW0034'3.15 MI E FROM ARTESIA.
 CW0034'ABOUT 0.05 MILE SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 CW0034'FROM THE STATION AT ARTESIA, THENCE 3.1 MILES EAST ALONG STATE HIGHWAY
 CW0034'83, ABOUT 100 YARDS WEST OF THE WEST END OF A CURVE WITH TANGENTS
 CW0034'SOUTHEAST AND WEST, 83 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 CW0034'36 FEET NORTHEAST OF A FENCE CORNER, 16 1/2 FEET NORTH OF A FENCE, 13
 CW0034'FEET SOUTHEAST OF A TELEPHONE POLE, ABOUT 3 FEET BELOW THE LEVEL OF
 CW0034'THE HIGHWAY, AND IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0025 ***********************************************************************
 CY0025  DESIGNATION -  273 B
 CY0025  PID         -  CY0025
 CY0025  STATE/COUNTY-  NM/GRANT
 CY0025  USGS QUAD   -  HURLEY WEST (1992)
 CY0025
 CY0025                         *CURRENT SURVEY CONTROL
 CY0025  ___________________________________________________________________
 CY0025* NAD 83(1986)-  32 40 41.     (N)    108 13 28.     (W)     SCALED    
 CY0025* NAVD 88     -      1670.561  (meters)    5480.83   (feet)  ADJUSTED  
 CY0025  ___________________________________________________________________
 CY0025  GEOID HEIGHT-         -24.05  (meters)                     GEOID03
 CY0025  DYNAMIC HT  -        1667.933 (meters)    5472.21  (feet)  COMP
 CY0025  MODELED GRAV-     979,006.5   (mgal)                       NAVD 88
 CY0025
 CY0025  VERT ORDER  -  FIRST     CLASS II
 CY0025
 CY0025.The horizontal coordinates were scaled from a topographic map and have
 CY0025.an estimated accuracy of +/- 6 seconds.
 CY0025
 CY0025.The orthometric height was determined by differential leveling
 CY0025.and adjusted by the National Geodetic Survey in June 1991..
 CY0025
 CY0025.The geoid height was determined by GEOID03.
 CY0025
 CY0025.The dynamic height is computed by dividing the NAVD 88
 CY0025.geopotential number by the normal gravity value computed on the
 CY0025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0025.degrees latitude (g = 980.6199 gals.).
 CY0025
 CY0025.The modeled gravity was interpolated from observed gravity values.
 CY0025
 CY0025;                    North         East    Units  Estimated Accuracy
 CY0025;SPC NM W     -   186,120.      793,320.      MT  (+/- 180 meters Scaled)
 CY0025
 CY0025                          SUPERSEDED SURVEY CONTROL
 CY0025
 CY0025  NGVD 29 (??/??/92) 1669.680  (m)         5477.94   (f) ADJ UNCH    1 2
 CY0025
 CY0025.Superseded values are not recommended for survey control.
 CY0025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0025.See file dsdata.txt to determine how the superseded data were derived.
 CY0025
 CY0025_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYB602190(NAD 83)
 CY0025_MARKER: P = PIPE CAP
 CY0025_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CY0025_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CY0025_STAMPING: 273 B 1905
 CY0025_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CY0025
 CY0025  HISTORY     - Date     Condition        Report By
 CY0025  HISTORY     - 1905     MONUMENTED       USGS
 CY0025  HISTORY     - 1952     GOOD             NGS
 CY0025
 CY0025                          STATION DESCRIPTION
 CY0025
 CY0025'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CY0025'7.4 MI SE FROM SILVER CITY.
 CY0025'7.4 MILES SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 CY0025'FROM THE STATION AT SILVER CITY, 6 POLES NORTHWEST OF MILEPOST 39, 92
 CY0025'FEET SOUTHWEST OF THE SOUTHWEST RAIL, 9 FEET NORTHEAST OF A FENCE, 2
 CY0025'FEET SOUTHEAST OF A WITNESS POST, RIVETED ON THE TOP OF A 3 1/2 INCH
 CY0025'IRON PIPE WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0028 ***********************************************************************
 CY0028  DESIGNATION -  276 B
 CY0028  PID         -  CY0028
 CY0028  STATE/COUNTY-  NM/GRANT
 CY0028  USGS QUAD   -  HURLEY WEST (1992)
 CY0028
 CY0028                         *CURRENT SURVEY CONTROL
 CY0028  ___________________________________________________________________
 CY0028* NAD 83(1986)-  32 42 55.     (N)    108 14 37.     (W)     SCALED    
 CY0028* NAVD 88     -      1711.560  (meters)    5615.34   (feet)  ADJUSTED  
 CY0028  ___________________________________________________________________
 CY0028  GEOID HEIGHT-         -23.96  (meters)                     GEOID03
 CY0028  DYNAMIC HT  -        1708.856 (meters)    5606.47  (feet)  COMP
 CY0028  MODELED GRAV-     978,998.3   (mgal)                       NAVD 88
 CY0028
 CY0028  VERT ORDER  -  FIRST     CLASS II
 CY0028
 CY0028.The horizontal coordinates were scaled from a topographic map and have
 CY0028.an estimated accuracy of +/- 6 seconds.
 CY0028
 CY0028.The orthometric height was determined by differential leveling
 CY0028.and adjusted by the National Geodetic Survey in June 1991..
 CY0028
 CY0028.The geoid height was determined by GEOID03.
 CY0028
 CY0028.The dynamic height is computed by dividing the NAVD 88
 CY0028.geopotential number by the normal gravity value computed on the
 CY0028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0028.degrees latitude (g = 980.6199 gals.).
 CY0028
 CY0028.The modeled gravity was interpolated from observed gravity values.
 CY0028
 CY0028;                    North         East    Units  Estimated Accuracy
 CY0028;SPC NM W     -   190,260.      791,540.      MT  (+/- 180 meters Scaled)
 CY0028
 CY0028                          SUPERSEDED SURVEY CONTROL
 CY0028
 CY0028  NGVD 29 (??/??/92) 1710.654  (m)         5612.37   (f) ADJ UNCH    1 2
 CY0028
 CY0028.Superseded values are not recommended for survey control.
 CY0028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0028.See file dsdata.txt to determine how the superseded data were derived.
 CY0028
 CY0028_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYB583230(NAD 83)
 CY0028_MARKER: P = PIPE CAP
 CY0028_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CY0028_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CY0028_STAMPING: 276 B 1905
 CY0028_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CY0028
 CY0028  HISTORY     - Date     Condition        Report By
 CY0028  HISTORY     - 1905     MONUMENTED       USGS
 CY0028  HISTORY     - 1952     GOOD             NGS
 CY0028
 CY0028                          STATION DESCRIPTION
 CY0028
 CY0028'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CY0028'4.5 MI SE FROM SILVER CITY.
 CY0028'4.5 MILES SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 CY0028'FROM THE STATION AT SILVER CITY, 4 POLES NORTHWEST OF MILEPOST 42, 1
 CY0028'POLE SOUTHEAST OF BRIDGE 42 B, 48 FEET NORTHEAST OF THE NORTHEAST
 CY0028'RAIL, 12 FEET NORTH OF A TELEPHONE POLE, 13 FEET EAST OF A FENCE, 2
 CY0028'FEET NORTHEAST OF A WITNESS POST, ON THE WEST SLOPE OF AN OLD LOADING
 CY0028'PLATFORM, RIVETED ON THE TOP OF A 3 1/2 INCH IRON PIPE WHICH PROJECTS
 CY0028'0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0035 ***********************************************************************
 CY0035  DESIGNATION -  279 B
 CY0035  PID         -  CY0035
 CY0035  STATE/COUNTY-  NM/GRANT
 CY0035  USGS QUAD   -  SILVER CITY (1992)
 CY0035
 CY0035                         *CURRENT SURVEY CONTROL
 CY0035  ___________________________________________________________________
 CY0035* NAD 83(1986)-  32 45 14.     (N)    108 16 00.     (W)     SCALED    
 CY0035* NAVD 88     -      1758.676  (meters)    5769.92   (feet)  ADJUSTED  
 CY0035  ___________________________________________________________________
 CY0035  GEOID HEIGHT-         -23.84  (meters)                     GEOID03
 CY0035  DYNAMIC HT  -        1755.909 (meters)    5760.84  (feet)  COMP
 CY0035  MODELED GRAV-     979,002.3   (mgal)                       NAVD 88
 CY0035
 CY0035  VERT ORDER  -  FIRST     CLASS II
 CY0035
 CY0035.The horizontal coordinates were scaled from a topographic map and have
 CY0035.an estimated accuracy of +/- 6 seconds.
 CY0035
 CY0035.The orthometric height was determined by differential leveling
 CY0035.and adjusted by the National Geodetic Survey in June 1991..
 CY0035
 CY0035.The geoid height was determined by GEOID03.
 CY0035
 CY0035.The dynamic height is computed by dividing the NAVD 88
 CY0035.geopotential number by the normal gravity value computed on the
 CY0035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0035.degrees latitude (g = 980.6199 gals.).
 CY0035
 CY0035.The modeled gravity was interpolated from observed gravity values.
 CY0035
 CY0035;                    North         East    Units  Estimated Accuracy
 CY0035;SPC NM W     -   194,550.      789,400.      MT  (+/- 180 meters Scaled)
 CY0035
 CY0035                          SUPERSEDED SURVEY CONTROL
 CY0035
 CY0035  NGVD 29 (??/??/92) 1757.775  (m)         5766.97   (f) ADJ UNCH    1 2
 CY0035
 CY0035.Superseded values are not recommended for survey control.
 CY0035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0035.See file dsdata.txt to determine how the superseded data were derived.
 CY0035
 CY0035_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYB560273(NAD 83)
 CY0035_MARKER: P = PIPE CAP
 CY0035_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CY0035_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CY0035_STAMPING: 279 B 1905
 CY0035_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CY0035
 CY0035  HISTORY     - Date     Condition        Report By
 CY0035  HISTORY     - 1905     MONUMENTED       USGS
 CY0035  HISTORY     - 1952     GOOD             NGS
 CY0035
 CY0035                          STATION DESCRIPTION
 CY0035
 CY0035'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CY0035'1.2 MI SE FROM SILVER CITY.
 CY0035'1.2 MILES SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 CY0035'FROM THE STATION AT SILVER CITY, 3 POLES NORTHWEST OF BRIDGE 45 A, 34
 CY0035'FEET NORTHEAST OF THE NORTHEAST RAIL OF THE MAIN TRACK, 53 FEET NORTH
 CY0035'OF THE EAST END OF CULVERT 45 AA, 63 FEET SOUTHWEST OF A FENCE, 21
 CY0035'FEET NORTHEAST OF A TELEGRAPH POLE, 2 FEET NORTHWEST OF A WITNESS
 CY0035'POST, RIVETED ON THE TOP OF A 3 1/2 INCH IRON PIPE WHICH PROJECTS 0.2
 CY0035'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0037 ***********************************************************************
 CY0037  DESIGNATION -  281 B
 CY0037  PID         -  CY0037
 CY0037  STATE/COUNTY-  NM/GRANT
 CY0037  USGS QUAD   -  SILVER CITY (1992)
 CY0037
 CY0037                         *CURRENT SURVEY CONTROL
 CY0037  ___________________________________________________________________
 CY0037* NAD 83(1986)-  32 46 11.     (N)    108 16 41.     (W)     SCALED    
 CY0037* NAVD 88     -      1793.034  (meters)    5882.65   (feet)  ADJUSTED  
 CY0037  ___________________________________________________________________
 CY0037  GEOID HEIGHT-         -23.80  (meters)                     GEOID03
 CY0037  DYNAMIC HT  -        1790.222 (meters)    5873.42  (feet)  COMP
 CY0037  MODELED GRAV-     979,006.3   (mgal)                       NAVD 88
 CY0037
 CY0037  VERT ORDER  -  FIRST     CLASS II
 CY0037
 CY0037.The horizontal coordinates were scaled from a topographic map and have
 CY0037.an estimated accuracy of +/- 6 seconds.
 CY0037
 CY0037.The orthometric height was determined by differential leveling
 CY0037.and adjusted by the National Geodetic Survey in June 1991..
 CY0037
 CY0037.The geoid height was determined by GEOID03.
 CY0037
 CY0037.The dynamic height is computed by dividing the NAVD 88
 CY0037.geopotential number by the normal gravity value computed on the
 CY0037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0037.degrees latitude (g = 980.6199 gals.).
 CY0037
 CY0037.The modeled gravity was interpolated from observed gravity values.
 CY0037
 CY0037;                    North         East    Units  Estimated Accuracy
 CY0037;SPC NM W     -   196,310.      788,340.      MT  (+/- 180 meters Scaled)
 CY0037
 CY0037                          SUPERSEDED SURVEY CONTROL
 CY0037
 CY0037  NGVD 29 (??/??/92) 1792.140  (m)         5879.71   (f) ADJ UNCH    1 2
 CY0037
 CY0037.Superseded values are not recommended for survey control.
 CY0037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0037.See file dsdata.txt to determine how the superseded data were derived.
 CY0037
 CY0037_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYB549290(NAD 83)
 CY0037_MARKER: DD = SURVEY DISK
 CY0037_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CY0037_SP_SET: SIDEWALK
 CY0037_STAMPING: 281 B 1905 5879
 CY0037_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CY0037
 CY0037  HISTORY     - Date     Condition        Report By
 CY0037  HISTORY     - 1905     MONUMENTED       USGS
 CY0037  HISTORY     - 1952     GOOD             NGS
 CY0037  HISTORY     - 1980     GOOD             NGS
 CY0037  HISTORY     - 20040906 POOR             GEOCAC
 CY0037
 CY0037                          STATION DESCRIPTION
 CY0037
 CY0037'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CY0037'IN SILVER CITY.
 CY0037'AT SILVER CITY, AT THE SOUTHWEST CORNER OF THE INTERSECTION OF BULLARD
 CY0037'STREET AND EAST BROADWAY STREET, 5.1 FEET SOUTH OF THE NORTHEAST
 CY0037'CORNER OF THE AMERICAN NATIONAL BANK BUILDING, 0.4 FOOT EAST OF THE
 CY0037'EAST WALL OF THE BUILDING, SET IN THE TOP OF THE BULLARD STREET
 CY0037'SIDEWALK.
 CY0037
 CY0037                          STATION RECOVERY (1980)
 CY0037
 CY0037'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CY0037'RECOVERED IN GOOD CONDITION.  DUE TO CHANGES IN THE ROUTE,  A NEW
 CY0037'DESCRIPTION FOLLOWS.  IN SILVER CITY, AT THE INTERSECTION OF
 CY0037'BROADWAY AND BULLARD STREETS, IN TOP OF THE SIDEWALK ALONG
 CY0037'BULLARD STREET, 1.6 METERS (5.1 FEET) SOUTH OF THE NORTHEAST
 CY0037'CORNER OF THE AMERICAN NATIONAL BANK AND 0.1 METER
 CY0037'(0.4 F00T) EAST OF THE EAST FACE OF THE BUILDING.
 CY0037'THE MARK IS 0.9 M ABOVE THE STREET.
 CY0037
 CY0037                          STATION RECOVERY (2004)
 CY0037
 CY0037'RECOVERY NOTE BY GEOCACHING 2004 (CB)
 CY0037'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0622 ***********************************************************************
 DR0622  DESIGNATION -  284+50
 DR0622  PID         -  DR0622
 DR0622  STATE/COUNTY-  NM/LINCOLN
 DR0622  USGS QUAD   -  RUIDOSO DOWNS (1963)
 DR0622
 DR0622                         *CURRENT SURVEY CONTROL
 DR0622  ___________________________________________________________________
 DR0622* NAD 83(1986)-  33 20 33.     (N)    105 34 27.     (W)     SCALED    
 DR0622* NAVD 88     -      1918.507  (meters)    6294.30   (feet)  ADJUSTED  
 DR0622  ___________________________________________________________________
 DR0622  GEOID HEIGHT-         -19.54  (meters)                     GEOID03
 DR0622  DYNAMIC HT  -        1915.621 (meters)    6284.83  (feet)  COMP
 DR0622  MODELED GRAV-     979,063.3   (mgal)                       NAVD 88
 DR0622
 DR0622  VERT ORDER  -  FIRST     CLASS II
 DR0622
 DR0622.The horizontal coordinates were scaled from a topographic map and have
 DR0622.an estimated accuracy of +/- 6 seconds.
 DR0622
 DR0622.The orthometric height was determined by differential leveling
 DR0622.and adjusted by the National Geodetic Survey in June 1991..
 DR0622
 DR0622.The geoid height was determined by GEOID03.
 DR0622
 DR0622.The dynamic height is computed by dividing the NAVD 88
 DR0622.geopotential number by the normal gravity value computed on the
 DR0622.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0622.degrees latitude (g = 980.6199 gals.).
 DR0622
 DR0622.The modeled gravity was interpolated from observed gravity values.
 DR0622
 DR0622;                    North         East    Units  Estimated Accuracy
 DR0622;SPC NM C     -   259,940.      562,910.      MT  (+/- 180 meters Scaled)
 DR0622
 DR0622                          SUPERSEDED SURVEY CONTROL
 DR0622
 DR0622  NGVD 29 (??/??/92) 1917.800  (m)         6291.98   (f) ADJ UNCH    1 2
 DR0622
 DR0622.Superseded values are not recommended for survey control.
 DR0622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0622.See file dsdata.txt to determine how the superseded data were derived.
 DR0622
 DR0622_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDS465894(NAD 83)
 DR0622_MARKER: DD = SURVEY DISK
 DR0622_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DR0622_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DR0622_STAMPING: 284+50
 DR0622_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR0622
 DR0622  HISTORY     - Date     Condition        Report By
 DR0622  HISTORY     - UNK      MONUMENTED       BPR
 DR0622  HISTORY     - 1934     MARK NOT FOUND   NGS
 DR0622  HISTORY     - 1963     MARK NOT FOUND   USGS
 DR0622
 DR0622                          STATION DESCRIPTION
 DR0622
 DR0622'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DR0622'20.1 MI NE FROM MESCALERO.
 DR0622'IN LINCOLN COUNTY, 20.1 MILES NORTHEAST ALONG U.S. HIGHWAY 70 FROM
 DR0622'MESCALERO, OTERO COUNTY, 1.0 MILE NORTHEAST OF THE OLD WHITE MOUNTAIN
 DR0622'INN, AT STATION 284+50, AND 50 FEET NORTH OF THE CENTERLINE OF THE
 DR0622'HIGHWAY.  A UNITED STATES BUREAU OF PUBLIC ROADS STANDARD CAP, STAMPED
 DR0622'284+50 AND FASTENED ON THE TOP OF AN IRON PIPE SET IN CONCRETE.
 DR0622
 DR0622                          STATION RECOVERY (1963)
 DR0622
 DR0622'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 DR0622'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0264 ***********************************************************************
 FO0264  DESIGNATION -  2890
 FO0264  PID         -  FO0264
 FO0264  STATE/COUNTY-  NM/SANDOVAL
 FO0264  USGS QUAD   -  ALAMEDA (1990)
 FO0264
 FO0264                         *CURRENT SURVEY CONTROL
 FO0264  ___________________________________________________________________
 FO0264* NAD 83(1986)-  35 13 18.     (N)    106 35 27.     (W)     SCALED    
 FO0264* NAVD 88     -      1528.143  (meters)    5013.58   (feet)  ADJUSTED  
 FO0264  ___________________________________________________________________
 FO0264  GEOID HEIGHT-         -20.95  (meters)                     GEOID03
 FO0264  DYNAMIC HT  -        1526.080 (meters)    5006.81  (feet)  COMP
 FO0264  MODELED GRAV-     979,231.1   (mgal)                       NAVD 88
 FO0264
 FO0264  VERT ORDER  -  FIRST     CLASS II
 FO0264
 FO0264.The horizontal coordinates were scaled from a topographic map and have
 FO0264.an estimated accuracy of +/- 6 seconds.
 FO0264
 FO0264.The orthometric height was determined by differential leveling
 FO0264.and adjusted by the National Geodetic Survey in June 1991..
 FO0264
 FO0264.The geoid height was determined by GEOID03.
 FO0264
 FO0264.The dynamic height is computed by dividing the NAVD 88
 FO0264.geopotential number by the normal gravity value computed on the
 FO0264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0264.degrees latitude (g = 980.6199 gals.).
 FO0264
 FO0264.The modeled gravity was interpolated from observed gravity values.
 FO0264
 FO0264;                    North         East    Units  Estimated Accuracy
 FO0264;SPC NM C     -   468,220.      468,970.      MT  (+/- 180 meters Scaled)
 FO0264
 FO0264                          SUPERSEDED SURVEY CONTROL
 FO0264
 FO0264  NGVD 29 (??/??/92) 1527.314  (m)         5010.86   (f) ADJ UNCH    1 2
 FO0264
 FO0264.Superseded values are not recommended for survey control.
 FO0264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0264.See file dsdata.txt to determine how the superseded data were derived.
 FO0264
 FO0264_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU552987(NAD 83)
 FO0264_MARKER: DD = SURVEY DISK
 FO0264_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FO0264_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FO0264_STAMPING: 2 890 - B 1950
 FO0264_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO0264+STABILITY: SURFACE MOTION
 FO0264
 FO0264  HISTORY     - Date     Condition        Report By
 FO0264  HISTORY     - 1950     MONUMENTED       USE
 FO0264  HISTORY     - 1951     GOOD             NGS
 FO0264  HISTORY     - 1984     MARK NOT FOUND   NGS
 FO0264  HISTORY     - 20050530 MARK NOT FOUND   GEOCAC
 FO0264
 FO0264                          STATION DESCRIPTION
 FO0264
 FO0264'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 FO0264'6.0 MI SW FROM BERNALILLO.
 FO0264'6.0 MILES SOUTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 FO0264'FROM THE STATION AT BERNALILLO, 0.65 MILE NORTHEAST OF BENCH MARK U 26
 FO0264'RESET 1933, 2 1/2 POLES SOUTHEAST OF SEMAPHORE 8922, 46 FEET WEST OF
 FO0264'THE WEST RAIL, 32 FEET EAST OF THE CENTER LINE OF U.S. HIGHWAY 85, 1.5
 FO0264'FEET EAST OF A FENCE, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 FO0264'0.7 FOOT ABOVE THE GROUND.
 FO0264
 FO0264                          STATION RECOVERY (1984)
 FO0264
 FO0264'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FO0264'A SEARCH WAS MADE FOR THIS MARK.
 FO0264
 FO0264                          STATION RECOVERY (2005)
 FO0264
 FO0264'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 FO0264'US 85 HAS BEEN WIDENED TO COVER THE STATION LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ1091 ***********************************************************************
 EQ1091  DESIGNATION -  29 AV
 EQ1091  PID         -  EQ1091
 EQ1091  STATE/COUNTY-  NM/SOCORRO
 EQ1091  USGS QUAD   -  LA JOYA NW (1979)
 EQ1091
 EQ1091                         *CURRENT SURVEY CONTROL
 EQ1091  ___________________________________________________________________
 EQ1091* NAD 83(1992)-  34 24 18.64638(N)    106 59 52.33511(W)     ADJUSTED  
 EQ1091* NAVD 88     -      1680.34   (+/-2cm)    5512.9    (feet)  VERTCON   
 EQ1091  ___________________________________________________________________
 EQ1091  LAPLACE CORR-          -4.94  (seconds)                    DEFLEC99
 EQ1091  GEOID HEIGHT-         -21.62  (meters)                     GEOID03
 EQ1091
 EQ1091  HORZ ORDER  -  THIRD
 EQ1091  VERT ORDER  -  THIRD ? (See Below)
 EQ1091
 EQ1091.The horizontal coordinates were established by classical geodetic methods
 EQ1091.and adjusted by the National Geodetic Survey in December 1993..
 EQ1091
 EQ1091.The NAVD 88 height was computed by applying the VERTCON shift value to
 EQ1091.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EQ1091.The vertical order pertains to the NGVD 29 superseded value.
 EQ1091
 EQ1091.The Laplace correction was computed from DEFLEC99 derived deflections.
 EQ1091
 EQ1091.The geoid height was determined by GEOID03.
 EQ1091
 EQ1091;                    North         East     Units Scale Factor Converg.
 EQ1091;SPC NM C     -   377,847.883   431,244.047   MT  0.99995825   -0 25 21.3
 EQ1091;SPC NM C     - 1,239,655.93  1,414,839.84   sFT  0.99995825   -0 25 21.3
 EQ1091;SPC NM W     -   377,917.058   906,810.217   MT  0.99998936   +0 28 19.5
 EQ1091;SPC NM W     - 1,239,882.88  2,975,093.19   sFT  0.99998936   +0 28 19.5
 EQ1091;UTM  13      - 3,808,892.425   316,367.999   MT  1.00001566   -1 07 45.1
 EQ1091
 EQ1091!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EQ1091!SPC NM C     -   0.99973969  x   0.99995825  =   0.99969795
 EQ1091!SPC NM W     -   0.99973969  x   0.99998936  =   0.99972905
 EQ1091!UTM  13      -   0.99973969  x   1.00001566  =   0.99975534
 EQ1091
 EQ1091                          SUPERSEDED SURVEY CONTROL
 EQ1091
 EQ1091  NAD 83(1992)-  34 24 18.65116(N)    106 59 52.33633(W) AD(       ) 3
 EQ1091  NGVD 29 (01/22/92) 1679.55   (m)         5510.3    (f) LEVELING    3  
 EQ1091
 EQ1091.Superseded values are not recommended for survey control.
 EQ1091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ1091.See file dsdata.txt to determine how the superseded data were derived.
 EQ1091
 EQ1091_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU1636808892(NAD 83)
 EQ1091_MARKER: DS = TRIANGULATION STATION DISK
 EQ1091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EQ1091_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EQ1091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EQ1091+STABILITY: SURFACE MOTION
 EQ1091
 EQ1091  HISTORY     - Date     Condition        Report By
 EQ1091  HISTORY     - 1949     MONUMENTED       USGS
 EQ1091
 EQ1091                          STATION DESCRIPTION
 EQ1091
 EQ1091'DESCRIBED BY US GEOLOGICAL SURVEY 1949
 EQ1091'STATION IS LOCATED APPROXIMATELY 6.0 MI. (AIRLINE) SW. OF BRIDGE ON
 EQ1091'U.S. HIGHWAY 85 OVER RIO PUERCO RIVER, IN THE SEVILLETA GRANT,
 EQ1091'T 2 N, R 1 W.
 EQ1091'
 EQ1091'TO REACH STATION FROM STORE AT BERNARDO, GO W. ON U.S. HIGHWAY 60 FOR
 EQ1091'0.2 MI. TO INTERSECTION OF U.S. HIGHWAY 85, THENCE LEFT (SW.) ALONG
 EQ1091'U.S. HIGHWAY 85 FOR 1.8 MI. TO SECOND RANCH RD. S. OF CATTLEGUARD,
 EQ1091'THENCE RIGHT (W.) ALONG RANCH RD. FOR 1.25 MI. TO RD. FORK, CONTINUE
 EQ1091'ON W. ALONG RANCH RD. FOR 0.9 MI. TO CATTLEGUARD, CONTINUE ON W. ALONG
 EQ1091'RD. FOR 0.85 MI. TO RD. FORK, TAKE LEFT FORK TOWARD WINDMILL, THROUGH
 EQ1091'WIRE GATE, CONTINUE ON (W. AND SW.) ALONG MAIN RD. FOR 4.75 MI. TO
 EQ1091'STATION SITE.
 EQ1091'
 EQ1091'STATION MARK--STANDARD TABLET STAMPED---29 AV 1949 5510---, SET IN
 EQ1091'TOP OF 7 BY 7 CONCRETE POST.
 EQ1091'
 EQ1091'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0441 ***********************************************************************
 EO0441  DESIGNATION -  29 RHM
 EO0441  PID         -  EO0441
 EO0441  STATE/COUNTY-  NM/CURRY
 EO0441  USGS QUAD   -  MELROSE WEST (1973)
 EO0441
 EO0441                         *CURRENT SURVEY CONTROL
 EO0441  ___________________________________________________________________
 EO0441* NAD 83(1986)-  34 25 34.     (N)    103 44 20.     (W)     SCALED    
 EO0441* NAVD 88     -      1347.144  (meters)    4419.75   (feet)  ADJUSTED  
 EO0441  ___________________________________________________________________
 EO0441  GEOID HEIGHT-         -23.28  (meters)                     GEOID03
 EO0441  DYNAMIC HT  -        1345.366 (meters)    4413.92  (feet)  COMP
 EO0441  MODELED GRAV-     979,268.8   (mgal)                       NAVD 88
 EO0441
 EO0441  VERT ORDER  -  FIRST     CLASS II
 EO0441
 EO0441.The horizontal coordinates were scaled from a topographic map and have
 EO0441.an estimated accuracy of +/- 6 seconds.
 EO0441
 EO0441.The orthometric height was determined by differential leveling
 EO0441.and adjusted by the National Geodetic Survey in June 1991..
 EO0441
 EO0441.The geoid height was determined by GEOID03.
 EO0441
 EO0441.The dynamic height is computed by dividing the NAVD 88
 EO0441.geopotential number by the normal gravity value computed on the
 EO0441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0441.degrees latitude (g = 980.6199 gals.).
 EO0441
 EO0441.The modeled gravity was interpolated from observed gravity values.
 EO0441
 EO0441;                    North         East    Units  Estimated Accuracy
 EO0441;SPC NM E     -   380,080.      219,640.      MT  (+/- 180 meters Scaled)
 EO0441
 EO0441                          SUPERSEDED SURVEY CONTROL
 EO0441
 EO0441  NGVD 29 (??/??/92) 1346.536  (m)         4417.76   (f) ADJ UNCH    1 2
 EO0441
 EO0441.Superseded values are not recommended for survey control.
 EO0441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0441.See file dsdata.txt to determine how the superseded data were derived.
 EO0441
 EO0441_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFU158101(NAD 83)
 EO0441_MARKER: DD = SURVEY DISK
 EO0441_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EO0441_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EO0441_STAMPING: 29 RHM 4418 1955
 EO0441_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EO0441+STABILITY: SURFACE MOTION
 EO0441
 EO0441  HISTORY     - Date     Condition        Report By
 EO0441  HISTORY     - 1955     MONUMENTED       USGS
 EO0441  HISTORY     - 1958     GOOD             NGS
 EO0441  HISTORY     - 1982     MARK NOT FOUND   NGS
 EO0441
 EO0441                          STATION DESCRIPTION
 EO0441
 EO0441'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 EO0441'6.25 MI W FROM MELROSE.
 EO0441'ABOUT 6.25 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 EO0441'FROM THE STATION AT MELROSE, THENCE ABOUT 0.15 MILE NORTH ALONG A DIRT
 EO0441'ROAD, 406 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 198 YARDS
 EO0441'NORTH OF THE NEAR RAIL, 57 FEET EAST OF A POWER POLE, 28 FEET EAST OF
 EO0441'THE CENTER LINE OF A DIRT ROAD, 3 FEET EAST OF THE HIGHWAY RIGHT OF
 EO0441'WAY FENCE, 3 1/2 FEET SOUTHEAST OF AN IRON WITNESS POST, ABOUT 2 FEET
 EO0441'ABOVE THE LEVEL OF THE ROAD, AND IN THE TOP OF A CONCRETE POST
 EO0441'PROJECTING 9 INCHES.
 EO0441
 EO0441                          STATION RECOVERY (1982)
 EO0441
 EO0441'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 EO0441'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0645 ***********************************************************************
 FN0645  DESIGNATION -  29 RMB
 FN0645  PID         -  FN0645
 FN0645  STATE/COUNTY-  NM/SANTA FE
 FN0645  USGS QUAD   -  WHITE LAKES (1990)
 FN0645
 FN0645                         *CURRENT SURVEY CONTROL
 FN0645  ___________________________________________________________________
 FN0645* NAD 83(1992)-  35 12 00.55935(N)    105 48 35.84384(W)     ADJUSTED  
 FN0645* NAVD 88     -      2093.2    (meters)    6867.     (feet)  VERTCON   
 FN0645  ___________________________________________________________________
 FN0645  LAPLACE CORR-           2.32  (seconds)                    DEFLEC99
 FN0645  GEOID HEIGHT-         -19.15  (meters)                     GEOID03
 FN0645
 FN0645  HORZ ORDER  -  THIRD
 FN0645  VERT ORDER  -  THIRD ? (See Below)
 FN0645
 FN0645.The horizontal coordinates were established by classical geodetic methods
 FN0645.and adjusted by the National Geodetic Survey in December 1993..
 FN0645
 FN0645.The NAVD 88 height was computed by applying the VERTCON shift value to
 FN0645.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FN0645.The vertical order pertains to the NGVD 29 superseded value.
 FN0645
 FN0645.The Laplace correction was computed from DEFLEC99 derived deflections.
 FN0645
 FN0645.The geoid height was determined by GEOID03.
 FN0645
 FN0645;                    North         East     Units Scale Factor Converg.
 FN0645;SPC NM C     -   465,866.411   540,068.816   MT  0.99991978   +0 15 13.2
 FN0645;SPC NM C     - 1,528,430.05  1,771,875.77   sFT  0.99991978   +0 15 13.2
 FN0645;UTM  13      - 3,895,540.317   426,269.715   MT  0.99966699   -0 28 00.9
 FN0645
 FN0645!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FN0645!SPC NM C     -   0.99967456  x   0.99991978  =   0.99959436
 FN0645!UTM  13      -   0.99967456  x   0.99966699  =   0.99934166
 FN0645
 FN0645:                Primary Azimuth Mark                     Grid Az
 FN0645:SPC NM C     -  SCRUB                                    256 58 28.2
 FN0645:UTM  13      -  SCRUB                                    257 41 42.3
 FN0645
 FN0645|---------------------------------------------------------------------|
 FN0645| PID    Reference Object                     Distance      Geod. Az  |
 FN0645|                                                           dddmmss.s |
 FN0645| FN0646 SCRUB                               APPROX. 3.8 KM 2571341.4 |
 FN0645|---------------------------------------------------------------------|
 FN0645
 FN0645                          SUPERSEDED SURVEY CONTROL
 FN0645
 FN0645  NAD 83(1986)-  35 12 00.57064(N)    105 48 35.84213(W) AD(       ) 3
 FN0645  NAD 27      -  35 12 00.39765(N)    105 48 33.76551(W) AD(       ) 3
 FN0645  NGVD 29 (07/19/86) 2092.2    (m)         6864.     (f) LEVELING    3  
 FN0645
 FN0645.Superseded values are not recommended for survey control.
 FN0645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0645.See file dsdata.txt to determine how the superseded data were derived.
 FN0645
 FN0645_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDU2627095540(NAD 83)
 FN0645_MARKER: DB = BENCH MARK DISK
 FN0645_SETTING: 0 = UNSPECIFIED SETTING
 FN0645_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FN0645
 FN0645  HISTORY     - Date     Condition        Report By
 FN0645  HISTORY     - 1958     MONUMENTED       USGS
 FN0645
 FN0645                          STATION DESCRIPTION
 FN0645
 FN0645'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 FN0645'STATION IS LOCATED APPROXIMATELY 1 MI. W. AND 0.1 MI. S. OF WHITE
 FN0645'LINE OF A N-S. RIDGE.
 FN0645'
 FN0645'STATION IS 241 FT. S. OF AN E-W. FENCE LINE CROSSING THE RIDGE AND IT
 FN0645'IS IN THE CENTER OF A SPOT OF DARK VEGETATION.
 FN0645'
 FN0645'STATION MARK--STANDARD USGS TABLET, STAMPED ---29 RMB 1958---.
 FN0645'
 FN0645'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0790 ***********************************************************************
 CX0790  DESIGNATION -  293 B
 CX0790  PID         -  CX0790
 CX0790  STATE/COUNTY-  NM/DONA ANA
 CX0790  USGS QUAD   -  SELDEN CANYON (1982)
 CX0790
 CX0790                         *CURRENT SURVEY CONTROL
 CX0790  ___________________________________________________________________
 CX0790* NAD 83(1986)-  32 33 53.     (N)    106 59 45.     (W)     SCALED    
 CX0790* NAVD 88     -      1217.652  (meters)    3994.91   (feet)  ADJUSTED  
 CX0790  ___________________________________________________________________
 CX0790  GEOID HEIGHT-         -23.81  (meters)                     GEOID03
 CX0790  DYNAMIC HT  -        1215.858 (meters)    3989.03  (feet)  COMP
 CX0790  MODELED GRAV-     979,123.6   (mgal)                       NAVD 88
 CX0790
 CX0790  VERT ORDER  -  FIRST     CLASS II
 CX0790
 CX0790.The horizontal coordinates were scaled from a topographic map and have
 CX0790.an estimated accuracy of +/- 6 seconds.
 CX0790
 CX0790.The orthometric height was determined by differential leveling
 CX0790.and adjusted by the National Geodetic Survey in June 1991..
 CX0790
 CX0790.The geoid height was determined by GEOID03.
 CX0790
 CX0790.The dynamic height is computed by dividing the NAVD 88
 CX0790.geopotential number by the normal gravity value computed on the
 CX0790.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0790.degrees latitude (g = 980.6199 gals.).
 CX0790
 CX0790.The modeled gravity was interpolated from observed gravity values.
 CX0790
 CX0790;                    North         East    Units  Estimated Accuracy
 CX0790;SPC NM C     -   173,730.      429,970.      MT  (+/- 180 meters Scaled)
 CX0790
 CX0790                          SUPERSEDED SURVEY CONTROL
 CX0790
 CX0790  NGVD 29 (??/??/92) 1217.075  (m)         3993.02   (f) ADJ UNCH    1 2
 CX0790
 CX0790.Superseded values are not recommended for survey control.
 CX0790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0790.See file dsdata.txt to determine how the superseded data were derived.
 CX0790
 CX0790_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS126047(NAD 83)
 CX0790_MARKER: P = PIPE CAP
 CX0790_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CX0790_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CX0790_STAMPING: 3993.020 293 B 1905
 CX0790_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX0790
 CX0790  HISTORY     - Date     Condition        Report By
 CX0790  HISTORY     - 1905     MONUMENTED       USGS
 CX0790  HISTORY     - 1952     GOOD             NGS
 CX0790
 CX0790                          STATION DESCRIPTION
 CX0790
 CX0790'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CX0790'9.5 MI SE FROM RINCON.
 CX0790'9.5 MILES SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 CX0790'FROM THE STATION AT RINCON, 137 FEET SOUTHEAST OF MILEPOST 1089, 106
 CX0790'FEET EAST OF THE EAST RAIL, 16 FEET WEST OF THE FOOT OF A STEEP CLIFF,
 CX0790'65 FEET EAST OF A FENCE, 0.2 FOOT WEST OF A SMALL ROCK CAIRN, RIVETED
 CX0790'ON THE TOP OF AN IRON PIPE WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0878 ***********************************************************************
 CX0878  DESIGNATION -  3
 CX0878  PID         -  CX0878
 CX0878  STATE/COUNTY-  NM/LUNA
 CX0878  USGS QUAD   -  HOCKETT (1989)
 CX0878
 CX0878                         *CURRENT SURVEY CONTROL
 CX0878  ___________________________________________________________________
 CX0878* NAD 83(1986)-  32 35 13.     (N)    107 21 48.     (W)     SCALED    
 CX0878* NAVD 88     -      1363.312  (meters)    4472.80   (feet)  ADJUSTED  
 CX0878  ___________________________________________________________________
 CX0878  GEOID HEIGHT-         -23.79  (meters)                     GEOID03
 CX0878  DYNAMIC HT  -        1361.289 (meters)    4466.16  (feet)  COMP
 CX0878  MODELED GRAV-     979,107.1   (mgal)                       NAVD 88
 CX0878
 CX0878  VERT ORDER  -  FIRST     CLASS II
 CX0878
 CX0878.The horizontal coordinates were scaled from a topographic map and have
 CX0878.an estimated accuracy of +/- 6 seconds.
 CX0878
 CX0878.The orthometric height was determined by differential leveling
 CX0878.and adjusted by the National Geodetic Survey in June 1991..
 CX0878
 CX0878.The geoid height was determined by GEOID03.
 CX0878
 CX0878.The dynamic height is computed by dividing the NAVD 88
 CX0878.geopotential number by the normal gravity value computed on the
 CX0878.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0878.degrees latitude (g = 980.6199 gals.).
 CX0878
 CX0878.The modeled gravity was interpolated from observed gravity values.
 CX0878
 CX0878;                    North         East    Units  Estimated Accuracy
 CX0878;SPC NM W     -   176,050.      874,120.      MT  (+/- 180 meters Scaled)
 CX0878
 CX0878                          SUPERSEDED SURVEY CONTROL
 CX0878
 CX0878  NGVD 29 (??/??/92) 1362.651  (m)         4470.63   (f) ADJ UNCH    1 2
 CX0878
 CX0878.Superseded values are not recommended for survey control.
 CX0878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0878.See file dsdata.txt to determine how the superseded data were derived.
 CX0878
 CX0878_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBS781079(NAD 83)
 CX0878_MARKER: DB = BENCH MARK DISK
 CX0878_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX0878_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CX0878_STAMPING: 3 1952
 CX0878_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX0878+STABILITY: SURFACE MOTION
 CX0878_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CX0878+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2006
 CX0878
 CX0878  HISTORY     - Date     Condition        Report By
 CX0878  HISTORY     - 1952     MONUMENTED       NMGS
 CX0878  HISTORY     - 1980     GOOD             NGS
 CX0878  HISTORY     - 20060317 GOOD             NGS
 CX0878
 CX0878                          STATION DESCRIPTION
 CX0878
 CX0878'DESCRIBED BY NEW MEXICO GEODETIC SURVEY 1952
 CX0878'5.55 MI NE FROM NUTT.
 CX0878'0.15 MILE WEST ALONG A SIDE TRACK FROM THE ATCHISON, TOPEKA AND SANTA
 CX0878'FE RAILROAD STATION SIGN AT NUTT, THENCE 5.4 MILES NORTHEAST ALONG
 CX0878'STATE HIGHWAY 26, 0.65 MILE SOUTHWEST OF A RANCH HOUSE, 324 FEET EAST
 CX0878'OF THE NORTHEAST CORNER OF A CONCRETE CULVERT, 97.5 FEET SOUTHEAST OF
 CX0878'THE CENTER LINE OF THE HIGHWAY, 1.9 FEET NORTHWEST OF A FENCE, 2.5
 CX0878'FEET SOUTHWEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 CX0878'WHICH PROJECTS 0.8 FOOT ABOVE THE GROUND.
 CX0878
 CX0878                          STATION RECOVERY (1980)
 CX0878
 CX0878'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CX0878'RECOVERED IN GOOD CONDITION.
 CX0878
 CX0878                          STATION RECOVERY (2006)
 CX0878
 CX0878'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (DW)
 CX0878'ABOUT 3 M SW OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0439 ***********************************************************************
 CX0439  DESIGNATION -  3
 CX0439  PID         -  CX0439
 CX0439  STATE/COUNTY-  NM/DONA ANA
 CX0439  USGS QUAD   -  WHITE SANDS (1955)
 CX0439
 CX0439                         *CURRENT SURVEY CONTROL
 CX0439  ___________________________________________________________________
 CX0439* NAD 83(1986)-  32 25 45.     (N)    106 28 33.     (W)     SCALED    
 CX0439* NAVD 88     -      1325.472  (meters)    4348.65   (feet)  ADJUSTED  
 CX0439  ___________________________________________________________________
 CX0439  GEOID HEIGHT-         -23.52  (meters)                     GEOID03
 CX0439  DYNAMIC HT  -        1323.490 (meters)    4342.15  (feet)  COMP
 CX0439  MODELED GRAV-     979,097.1   (mgal)                       NAVD 88
 CX0439
 CX0439  VERT ORDER  -  FIRST     CLASS II
 CX0439
 CX0439.The horizontal coordinates were scaled from a topographic map and have
 CX0439.an estimated accuracy of +/- 6 seconds.
 CX0439
 CX0439.The orthometric height was determined by differential leveling
 CX0439.and adjusted by the National Geodetic Survey in June 1991..
 CX0439
 CX0439.The geoid height was determined by GEOID03.
 CX0439
 CX0439.The dynamic height is computed by dividing the NAVD 88
 CX0439.geopotential number by the normal gravity value computed on the
 CX0439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0439.degrees latitude (g = 980.6199 gals.).
 CX0439
 CX0439.The modeled gravity was interpolated from observed gravity values.
 CX0439
 CX0439;                    North         East    Units  Estimated Accuracy
 CX0439;SPC NM C     -   158,480.      478,760.      MT  (+/- 180 meters Scaled)
 CX0439
 CX0439                          SUPERSEDED SURVEY CONTROL
 CX0439
 CX0439  NGVD 29 (??/??/92) 1324.874  (m)         4346.69   (f) ADJ UNCH    1 2
 CX0439
 CX0439.Superseded values are not recommended for survey control.
 CX0439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0439.See file dsdata.txt to determine how the superseded data were derived.
 CX0439
 CX0439_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR612889(NAD 83)
 CX0439_MARKER: DB = BENCH MARK DISK
 CX0439_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CX0439_SP_SET: MONUMENT
 CX0439_STAMPING: WSPG NO 3 1951
 CX0439_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX0439
 CX0439  HISTORY     - Date     Condition        Report By
 CX0439  HISTORY     - 1951     MONUMENTED       USE
 CX0439  HISTORY     - 1967     GOOD             NGS
 CX0439
 CX0439                          STATION DESCRIPTION
 CX0439
 CX0439'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 CX0439'3.65 MI N FROM WHITE SANDS M R HDQRS.
 CX0439'3.4 MILES NORTH ALONG THE ACCESS ROAD FROM THE HEADQUARTERS BUILDING
 CX0439'AT WHITE SANDS MISSILE RANGE.  THENCE 0.25 MILE WEST NORTHWEST ALONG A
 CX0439'GRAVELED ROAD AT THE CREST OF A SMALL RISE.  60 FEET SOUTH OF THE
 CX0439'CENTERLINE OF A GRAVELED ROAD, SET IN THE TOP OF A 8 INCH CIRCULAR
 CX0439'CONCRETE MONUMENT PROJECTING 1.0 FOOT ABOVE THE GROUND ABOUT 4 FEET
 CX0439'HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0915 ***********************************************************************
 DS0915  DESIGNATION -  3
 DS0915  PID         -  DS0915
 DS0915  STATE/COUNTY-  NM/SIERRA
 DS0915  USGS QUAD   -  WILLIAMSBURG (1980)
 DS0915
 DS0915                         *CURRENT SURVEY CONTROL
 DS0915  ___________________________________________________________________
 DS0915* NAD 83(1986)-  33 07 20.     (N)    107 15 54.     (W)     SCALED    
 DS0915* NAVD 88     -      1318.583  (meters)    4326.05   (feet)  ADJUSTED  
 DS0915  ___________________________________________________________________
 DS0915  GEOID HEIGHT-         -23.31  (meters)                     GEOID03
 DS0915  DYNAMIC HT  -        1316.681 (meters)    4319.81  (feet)  COMP
 DS0915  MODELED GRAV-     979,149.2   (mgal)                       NAVD 88
 DS0915
 DS0915  VERT ORDER  -  SECOND    CLASS 0
 DS0915
 DS0915.The horizontal coordinates were scaled from a topographic map and have
 DS0915.an estimated accuracy of +/- 6 seconds.
 DS0915
 DS0915.The orthometric height was determined by differential leveling
 DS0915.and adjusted by the National Geodetic Survey in June 1991..
 DS0915
 DS0915.The geoid height was determined by GEOID03.
 DS0915
 DS0915.The dynamic height is computed by dividing the NAVD 88
 DS0915.geopotential number by the normal gravity value computed on the
 DS0915.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0915.degrees latitude (g = 980.6199 gals.).
 DS0915
 DS0915.The modeled gravity was interpolated from observed gravity values.
 DS0915
 DS0915;                    North         East    Units  Estimated Accuracy
 DS0915;SPC NM W     -   235,450.      883,040.      MT  (+/- 180 meters Scaled)
 DS0915
 DS0915                          SUPERSEDED SURVEY CONTROL
 DS0915
 DS0915  NGVD 29 (??/??/92) 1317.94   (m)         4323.9    (f) COMPUTED    2 0
 DS0915
 DS0915.Superseded values are not recommended for survey control.
 DS0915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0915.See file dsdata.txt to determine how the superseded data were derived.
 DS0915
 DS0915_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBS886671(NAD 83)
 DS0915_MARKER: DB = BENCH MARK DISK
 DS0915_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0915_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0915_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0915+STABILITY: SURFACE MOTION
 DS0915
 DS0915  HISTORY     - Date     Condition        Report By
 DS0915  HISTORY     - UNK      MONUMENTED       NMGS
 DS0915  HISTORY     - 1953     MARK NOT FOUND   NGS
 DS0915  HISTORY     - 1959     MARK NOT FOUND   USGS
 DS0915
 DS0915                          STATION DESCRIPTION
 DS0915
 DS0915'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 DS0915'1.0 MI S FROM HOT SPRINGS.
 DS0915'1.0 MILE SOUTH ALONG U. S. HIGHWAY 85 FROM THE POST OFFICE AT HOT
 DS0915'SPRINGS, SIERRA COUNTY, AT NEWMANS CAMP AND SERVICE STATION, AT A
 DS0915'CURVE IN THE HIGHWAY, AND 36 FEET SOUTH OF THE CENTERLINE OF THE
 DS0915'HIGHWAY.  A STATE SURVEY STANDARD DISK, SET IN THE TOP OF A CONCRETE
 DS0915'POST.  NOTE-- HOT SPRINGS N.M. HAS BEEN RENAMED TRUTH OR CONSEQUENCES
 DS0915'N.M.
 DS0915
 DS0915                          STATION RECOVERY (1959)
 DS0915
 DS0915'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 DS0915'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0137 ***********************************************************************
 FO0137  DESIGNATION -  3
 FO0137  PID         -  FO0137
 FO0137  STATE/COUNTY-  NM/SANDOVAL
 FO0137  USGS QUAD   -  SAN FELIPE PUEBLO (1990)
 FO0137
 FO0137                         *CURRENT SURVEY CONTROL
 FO0137  ___________________________________________________________________
 FO0137* NAD 83(1986)-  35 25 34.     (N)    106 26 40.     (W)     SCALED    
 FO0137* NAVD 88     -      1565.978  (meters)    5137.71   (feet)  ADJUSTED  
 FO0137  ___________________________________________________________________
 FO0137  GEOID HEIGHT-         -20.72  (meters)                     GEOID03
 FO0137  DYNAMIC HT  -        1563.851 (meters)    5130.73  (feet)  COMP
 FO0137  MODELED GRAV-     979,221.3   (mgal)                       NAVD 88
 FO0137
 FO0137  VERT ORDER  -  FIRST     CLASS II
 FO0137
 FO0137.The horizontal coordinates were scaled from a topographic map and have
 FO0137.an estimated accuracy of +/- 6 seconds.
 FO0137
 FO0137.The orthometric height was determined by differential leveling
 FO0137.and adjusted by the National Geodetic Survey in June 1991..
 FO0137
 FO0137.The geoid height was determined by GEOID03.
 FO0137
 FO0137.The dynamic height is computed by dividing the NAVD 88
 FO0137.geopotential number by the normal gravity value computed on the
 FO0137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0137.degrees latitude (g = 980.6199 gals.).
 FO0137
 FO0137.The modeled gravity was interpolated from observed gravity values.
 FO0137
 FO0137;                    North         East    Units  Estimated Accuracy
 FO0137;SPC NM C     -   490,860.      482,340.      MT  (+/- 180 meters Scaled)
 FO0137
 FO0137                          SUPERSEDED SURVEY CONTROL
 FO0137
 FO0137.No superseded survey control is available for this station.
 FO0137
 FO0137_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV688212(NAD 83)
 FO0137_MARKER: DD = SURVEY DISK
 FO0137_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 FO0137_STAMPING: 5134.753
 FO0137_MARK LOGO: MRGCD 
 FO0137_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO0137+STABILITY: SURFACE MOTION
 FO0137
 FO0137  HISTORY     - Date     Condition        Report By
 FO0137  HISTORY     - UNK      MONUMENTED       MRGCD
 FO0137  HISTORY     - 1951     GOOD             NGS
 FO0137  HISTORY     - 1984     GOOD             NGS
 FO0137
 FO0137                          STATION DESCRIPTION
 FO0137
 FO0137'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 FO0137'10.2 MI SW FROM DOMINGO.
 FO0137'10.2 MILES SOUTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 FO0137'FROM THE STATION AT DOMINGO, 0.5 MILE NORTH OF MILEPOST 876, 250 FEET
 FO0137'EAST OF THE EAST RAIL, SET IN THE TOP OF THE SOUTH SIDE OF A HEXAGONAL
 FO0137'DISTRIBUTION WELL.
 FO0137
 FO0137                          STATION RECOVERY (1984)
 FO0137
 FO0137'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FO0137'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  15.4 KM
 FO0137'(9.55 MI) NORTHEAST ALONG THE ATCHISON TOPEKA AND SANTA FE RAILROAD
 FO0137'FROM ITS JUNCTION WITH STATE HIGHWAY 44 IN BERNALILLO, OR 16.3 KM
 FO0137'(10.15 MI) SOUTHWEST ALONG THE ATCHISON TOPEKA AND SANTA FE RAILROAD
 FO0137'FROM THE SANTO DOMINGO INDIAN TRADING POST IN DOMINGO.  ADD=0.5 M
 FO0137'(1.6 FT) WEST OF THE SOUTHEAST CORNER OF A WELL WALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0377 ***********************************************************************
 FO0377  DESIGNATION -  3
 FO0377  PID         -  FO0377
 FO0377  STATE/COUNTY-  NM/SANDOVAL
 FO0377  USGS QUAD   -  BERNALILLO (1990)
 FO0377
 FO0377                         *CURRENT SURVEY CONTROL
 FO0377  ___________________________________________________________________
 FO0377* NAD 83(1986)-  35 19 18.     (N)    106 33 20.     (W)     SCALED    
 FO0377* NAVD 88     -      1544.879  (meters)    5068.49   (feet)  ADJUSTED  
 FO0377  ___________________________________________________________________
 FO0377  GEOID HEIGHT-         -20.84  (meters)                     GEOID03
 FO0377  DYNAMIC HT  -        1542.801 (meters)    5061.67  (feet)  COMP
 FO0377  MODELED GRAV-     979,235.1   (mgal)                       NAVD 88
 FO0377
 FO0377  VERT ORDER  -  FIRST     CLASS II
 FO0377
 FO0377.The horizontal coordinates were scaled from a topographic map and have
 FO0377.an estimated accuracy of +/- 6 seconds.
 FO0377
 FO0377.The orthometric height was determined by differential leveling
 FO0377.and adjusted by the National Geodetic Survey in June 1991..
 FO0377
 FO0377.The geoid height was determined by GEOID03.
 FO0377
 FO0377.The dynamic height is computed by dividing the NAVD 88
 FO0377.geopotential number by the normal gravity value computed on the
 FO0377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0377.degrees latitude (g = 980.6199 gals.).
 FO0377
 FO0377.The modeled gravity was interpolated from observed gravity values.
 FO0377
 FO0377;                    North         East    Units  Estimated Accuracy
 FO0377;SPC NM C     -   479,300.      472,220.      MT  (+/- 180 meters Scaled)
 FO0377
 FO0377                          SUPERSEDED SURVEY CONTROL
 FO0377
 FO0377  NGVD 29 (??/??/92) 1544.024  (m)         5065.69   (f) ADJ UNCH    1 2
 FO0377
 FO0377.Superseded values are not recommended for survey control.
 FO0377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0377.See file dsdata.txt to determine how the superseded data were derived.
 FO0377
 FO0377_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV586098(NAD 83)
 FO0377_MARKER: DD = SURVEY DISK
 FO0377_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 FO0377_STAMPING: 3 ALB BERN BR 1950
 FO0377_MARK LOGO: USE   
 FO0377_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FO0377
 FO0377  HISTORY     - Date     Condition        Report By
 FO0377  HISTORY     - 1950     MONUMENTED       USE
 FO0377  HISTORY     - 1957     GOOD             NGS
 FO0377  HISTORY     - 1984     GOOD             NGS
 FO0377  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 FO0377
 FO0377                          STATION DESCRIPTION
 FO0377
 FO0377'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 FO0377'0.6 MI NW FROM BERNALILLO.
 FO0377'ABOUT 0.6 MILE NORTHWEST ALONG STATE HIGHWAY 44 FROM ITS JUNCTION WITH
 FO0377'U.S. HIGHWAY 85 AT BERNALILLO, IN THE TOP OF THE NORTH END OF THE EAST
 FO0377'ABUTMENT OF THE BRIDGE OVER THE RIO GRANDE, 16 FEET NORTH OF THE
 FO0377'CENTER LINE OF THE HIGHWAY AND ABOUT 1 FOOT HIGHER THAN THE HIGHWAY.
 FO0377
 FO0377                          STATION RECOVERY (1984)
 FO0377
 FO0377'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FO0377'RECOVERED IN GOOD CONDITION.
 FO0377
 FO0377                          STATION RECOVERY (1989)
 FO0377
 FO0377'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 FO0377'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0375 ***********************************************************************
 FO0375  DESIGNATION -  3 5487
 FO0375  PID         -  FO0375
 FO0375  STATE/COUNTY-  NM/BERNALILLO
 FO0375  USGS QUAD   -  ALBUQUERQUE EAST (1990)
 FO0375
 FO0375                         *CURRENT SURVEY CONTROL
 FO0375  ___________________________________________________________________
 FO0375* NAD 83(1986)-  35 04 16.     (N)    106 31 38.     (W)     SCALED    
 FO0375* NAVD 88     -      1673.218  (meters)    5489.55   (feet)  ADJUSTED  
 FO0375  ___________________________________________________________________
 FO0375  GEOID HEIGHT-         -20.59  (meters)                     GEOID03
 FO0375  DYNAMIC HT  -        1670.938 (meters)    5482.07  (feet)  COMP
 FO0375  MODELED GRAV-     979,212.7   (mgal)                       NAVD 88
 FO0375
 FO0375  VERT ORDER  -  SECOND    CLASS 0
 FO0375
 FO0375.The horizontal coordinates were scaled from a topographic map and have
 FO0375.an estimated accuracy of +/- 6 seconds.
 FO0375
 FO0375.The orthometric height was determined by differential leveling
 FO0375.and adjusted by the National Geodetic Survey in June 1991..
 FO0375
 FO0375.The geoid height was determined by GEOID03.
 FO0375
 FO0375.The dynamic height is computed by dividing the NAVD 88
 FO0375.geopotential number by the normal gravity value computed on the
 FO0375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0375.degrees latitude (g = 980.6199 gals.).
 FO0375
 FO0375.The modeled gravity was interpolated from observed gravity values.
 FO0375
 FO0375;                    North         East    Units  Estimated Accuracy
 FO0375;SPC NM C     -   451,500.      474,720.      MT  (+/- 180 meters Scaled)
 FO0375
 FO0375                          SUPERSEDED SURVEY CONTROL
 FO0375
 FO0375  NGVD 29 (??/??/92) 1672.389  (m)         5486.83   (f) ADJ UNCH    2 0
 FO0375
 FO0375.Superseded values are not recommended for survey control.
 FO0375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0375.See file dsdata.txt to determine how the superseded data were derived.
 FO0375
 FO0375_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU607819(NAD 83)
 FO0375_MARKER: DD = SURVEY DISK
 FO0375_SETTING: 0 = UNSPECIFIED SETTING
 FO0375_STAMPING: NM BER 3 EL 5487 1934
 FO0375_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FO0375
 FO0375  HISTORY     - Date     Condition        Report By
 FO0375  HISTORY     - 1934     MONUMENTED       CGS
 FO0375
 FO0375                          STATION DESCRIPTION
 FO0375
 FO0375'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FO0375'7.1 MI E FROM ALBUQUERQUE.
 FO0375'69 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY.  96 FEET WEST OF POLE
 FO0375'NO.172.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1174 ***********************************************************************
 FO1174  DESIGNATION -  3 C19
 FO1174  PID         -  FO1174
 FO1174  STATE/COUNTY-  NM/BERNALILLO
 FO1174  USGS QUAD   -  ALAMEDA (1990)
 FO1174
 FO1174                         *CURRENT SURVEY CONTROL
 FO1174  ___________________________________________________________________
 FO1174* NAD 83(1992)-  35 11 19.39934(N)    106 34 07.17625(W)     ADJUSTED  
 FO1174* NAVD 88     -      1617.1    (meters)    5305.     (feet)  VERTCON   
 FO1174  ___________________________________________________________________
 FO1174  LAPLACE CORR-          11.02  (seconds)                    DEFLEC99
 FO1174  GEOID HEIGHT-         -20.83  (meters)                     GEOID03
 FO1174
 FO1174  HORZ ORDER  -  SECOND
 FO1174
 FO1174.This mark is at Alburquerque/coronado Airport (4AC)
 FO1174
 FO1174.The horizontal coordinates were established by classical geodetic methods
 FO1174.and adjusted by the National Geodetic Survey in December 1993..
 FO1174
 FO1174.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1174.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1174
 FO1174.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1174
 FO1174.The geoid height was determined by GEOID03.
 FO1174
 FO1174;                    North         East     Units Scale Factor Converg.
 FO1174;SPC NM C     -   464,555.886   470,979.905   MT  0.99991038   -0 11 01.1
 FO1174;SPC NM C     - 1,524,130.44  1,545,206.57   sFT  0.99991038   -0 11 01.1
 FO1174;UTM  13      - 3,895,098.767   357,180.559   MT  0.99985138   -0 54 14.9
 FO1174
 FO1174!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1174!SPC NM C     -   0.99974950  x   0.99991038  =   0.99965990
 FO1174!UTM  13      -   0.99974950  x   0.99985138  =   0.99960092
 FO1174
 FO1174:                Primary Azimuth Mark                     Grid Az
 FO1174:SPC NM C     -  1 B19                                    089 05 04.9
 FO1174:UTM  13      -  1 B19                                    089 48 18.7
 FO1174
 FO1174|---------------------------------------------------------------------|
 FO1174| PID    Reference Object                     Distance      Geod. Az  |
 FO1174|                                                           dddmmss.s |
 FO1174| FO1137 1 B19                               APPROX. 0.8 KM 0885403.8 |
 FO1174|---------------------------------------------------------------------|
 FO1174
 FO1174                          SUPERSEDED SURVEY CONTROL
 FO1174
 FO1174  NAD 83(1986)-  35 11 19.40534(N)    106 34 07.17776(W) AD(       ) 2
 FO1174  NAD 27      -  35 11 19.24903(N)    106 34 05.08806(W) AD(       ) 2
 FO1174  NGVD 29 (07/19/86) 1616.3    (m)         5303.     (f) VERT ANG       
 FO1174
 FO1174.Superseded values are not recommended for survey control.
 FO1174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1174.See file dsdata.txt to determine how the superseded data were derived.
 FO1174
 FO1174_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU5718195099(NAD 83)
 FO1174_MARKER: DD = SURVEY DISK
 FO1174_SETTING: 0 = UNSPECIFIED SETTING
 FO1174_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FO1174
 FO1174  HISTORY     - Date     Condition        Report By
 FO1174  HISTORY     - 1969     MONUMENTED       NM0030
 FO1174
 FO1174                          STATION DESCRIPTION
 FO1174
 FO1174'DESCRIBED BY CITY OF ALBUQUERQUE NEW MEXICO 1969 (LJU)
 FO1174'STATION IS LOCATED 8-1/2 MILES N.E. OF ALBUQUERQUE 0.8 MILES
 FO1174'EAST OF I-025 ON THE S.E. CORNER OF THE INTERSECTION OF
 FO1174'ALAMEDA RD. AND LOUISIANA.
 FO1174'
 FO1174'TO REACH STATION GO NORTH ON EAST FRONTAGE RD. OF I-025 FROM
 FO1174'SAN MATEO INTERCHANGE 1.8 MILES TO LOS ANGELES BLVD. TURN RIGHT,
 FO1174'EAST, FOR 0.8 MILES TURN LEFT, NORTH FOR 1.05 MILES TO THE
 FO1174'INTERSECTION OF ALAMEDA RD. AND LOUISIANA.  THE MONUMENT IS
 FO1174'55 FT EAST OF NORTH-SOUTH POWER LINE ON THE S.E. PART OF
 FO1174'THE INTERSECTION.
 FO1174'
 FO1174'STATION IS A CITY OF ALBUQUERQUE BRASS CAP STAMPED CITY OF
 FO1174'ALBUQUERQUE ELEV. -- 3-C19 N.A.A. LOT 1 BLK. 1 PROJECTS 4 IN
 FO1174'ABOVE GROUND.
 FO1174'
 FO1174'1-B 18 IS A CITY OF ALBUQUERQUE BRASS CAP IN CONCRETE CYLINDER
 FO1174'STAMPED CITY OF ALBUQUERQUE 1-B18, 30 FT EAST OF POWER LINE
 FO1174'AND 50 FT EAST OF EAST END OF WIRE FENCE.  STATION PROJECTS
 FO1174'14 IN ABOVE GROUND.
 FO1174'
 FO1174'2-B18 IS A BRASS CAP SET IN CONCRETE BLOCK AND STAMPED CITY
 FO1174'OF ALBUQUERQUE.  2-B18 - ELEV. AND IS LOCATED ON THE N.E.
 FO1174'CORNER OF CORONADO AIRPORT, 75 FT WEST OF LOUISIANA BLVD.,
 FO1174'100 FT NORTHWEST OF THE N.E.-S.W. RUNWAY, 5 FT WEST OF 8 IN
 FO1174'X 8 IN TIMBER.  STATION PROJECTS ABOUT 4 IN ABOVE GROUND.
 FO1174'
 FO1174'1-B19 IS A BRASS CAP SET IN CONCRETE BLOCK AND STAMPED CITY
 FO1174'OF ALBUQUERQUE.  1-B19 - ELEV. AND IS LOCATED ON THE NORTH
 FO1174'SIDE OF ALAMEDA RD. 0.5 MILES EAST OF LOUISIANA.
 FO1174'
 FO1174'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0180 ***********************************************************************
 GN0180  DESIGNATION -  3 D
 GN0180  PID         -  GN0180
 GN0180  STATE/COUNTY-  NM/RIO ARRIBA
 GN0180  USGS QUAD   -  SAN JUAN PUEBLO (1977)
 GN0180
 GN0180                         *CURRENT SURVEY CONTROL
 GN0180  ___________________________________________________________________
 GN0180* NAD 83(1986)-  36 04 22.     (N)    106 07 29.     (W)     SCALED    
 GN0180* NAVD 88     -      1749.941  (meters)    5741.26   (feet)  ADJUSTED  
 GN0180  ___________________________________________________________________
 GN0180  GEOID HEIGHT-         -19.12  (meters)                     GEOID03
 GN0180  DYNAMIC HT  -        1747.597 (meters)    5733.57  (feet)  COMP
 GN0180  MODELED GRAV-     979,232.4   (mgal)                       NAVD 88
 GN0180
 GN0180  VERT ORDER  -  SECOND    CLASS 0
 GN0180
 GN0180.The horizontal coordinates were scaled from a topographic map and have
 GN0180.an estimated accuracy of +/- 6 seconds.
 GN0180
 GN0180.The orthometric height was determined by differential leveling
 GN0180.and adjusted by the National Geodetic Survey in June 1991..
 GN0180
 GN0180.The geoid height was determined by GEOID03.
 GN0180
 GN0180.The dynamic height is computed by dividing the NAVD 88
 GN0180.geopotential number by the normal gravity value computed on the
 GN0180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GN0180.degrees latitude (g = 980.6199 gals.).
 GN0180
 GN0180.The modeled gravity was interpolated from observed gravity values.
 GN0180
 GN0180;                    North         East    Units  Estimated Accuracy
 GN0180;SPC NM C     -   562,600.      511,280.      MT  (+/- 180 meters Scaled)
 GN0180
 GN0180                          SUPERSEDED SURVEY CONTROL
 GN0180
 GN0180  NGVD 29 (??/??/92) 1748.917  (m)         5737.91   (f) ADJ UNCH    2 0
 GN0180
 GN0180.Superseded values are not recommended for survey control.
 GN0180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0180.See file dsdata.txt to determine how the superseded data were derived.
 GN0180
 GN0180_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV987926(NAD 83)
 GN0180_MARKER: DD = SURVEY DISK
 GN0180_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GN0180_SP_SET: CULVERT
 GN0180_STAMPING: 3 D 1934
 GN0180_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GN0180
 GN0180  HISTORY     - Date     Condition        Report By
 GN0180  HISTORY     - 1934     MONUMENTED       USGS
 GN0180  HISTORY     - 1951     GOOD             USE
 GN0180
 GN0180                          STATION DESCRIPTION
 GN0180
 GN0180'DESCRIBED BY US ENGINEERS 1951
 GN0180'6.8 MI NW FROM ESPANOLA.
 GN0180'ON U.S. HIGHWAY 84, 6.8 MILES NORTHWEST OF ESPANOLA, 3.4 MILES WEST OF
 GN0180'CHAMITA, APPROXIMATELY 50 FEET NORTHWEST OF THE JUNCTION WITH U.S.
 GN0180'HIGHWAY 285, IN NORTH END OF WEST HEAD WALL OF CONCRETE CULVERT.
 GN0180'STANDARD U.S.G.S. TABLET STAMPED 3 D 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1400 ***********************************************************************
 FO1400  DESIGNATION -  3 E10
 FO1400  PID         -  FO1400
 FO1400  STATE/COUNTY-  NM/BERNALILLO
 FO1400  USGS QUAD   -  LOS GRIEGOS (1990)
 FO1400
 FO1400                         *CURRENT SURVEY CONTROL
 FO1400  ___________________________________________________________________
 FO1400* NAD 83(1992)-  35 09 23.80863(N)    106 43 22.51610(W)     ADJUSTED  
 FO1400* NAVD 88     -      1621.8    (meters)    5321.     (feet)  VERTCON   
 FO1400  ___________________________________________________________________
 FO1400  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 FO1400  GEOID HEIGHT-         -21.40  (meters)                     GEOID03
 FO1400
 FO1400  HORZ ORDER  -  SECOND
 FO1400
 FO1400.The horizontal coordinates were established by classical geodetic methods
 FO1400.and adjusted by the National Geodetic Survey in December 1993..
 FO1400
 FO1400.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1400.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1400
 FO1400.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1400
 FO1400.The geoid height was determined by GEOID03.
 FO1400
 FO1400;                    North         East     Units Scale Factor Converg.
 FO1400;SPC NM C     -   461,049.886   456,914.457   MT  0.99992287   -0 16 20.3
 FO1400;SPC NM C     - 1,512,627.83  1,499,060.18   sFT  0.99992287   -0 16 20.3
 FO1400;UTM  13      - 3,891,769.978   343,072.705   MT  0.99990350   -0 59 32.2
 FO1400
 FO1400!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1400!SPC NM C     -   0.99974885  x   0.99992287  =   0.99967174
 FO1400!UTM  13      -   0.99974885  x   0.99990350  =   0.99965237
 FO1400
 FO1400:                Primary Azimuth Mark                     Grid Az
 FO1400:SPC NM C     -  T11N R2E SECS 22 23 26 27                072 54 38.9
 FO1400:UTM  13      -  T11N R2E SECS 22 23 26 27                073 37 50.8
 FO1400
 FO1400|---------------------------------------------------------------------|
 FO1400| PID    Reference Object                     Distance      Geod. Az  |
 FO1400|                                                           dddmmss.s |
 FO1400| FO1396 T11N R2E SECS 22 23 26 27           APPROX. 1.2 KM 0723818.6 |
 FO1400|---------------------------------------------------------------------|
 FO1400
 FO1400                          SUPERSEDED SURVEY CONTROL
 FO1400
 FO1400  NAD 83(1986)-  35 09 23.81396(N)    106 43 22.51769(W) AD(       ) 2
 FO1400  NAD 27      -  35 09 23.65865(N)    106 43 20.42430(W) AD(       ) 2
 FO1400  NGVD 29 (07/19/86) 1621.0    (m)         5318.     (f) VERT ANG       
 FO1400
 FO1400.Superseded values are not recommended for survey control.
 FO1400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1400.See file dsdata.txt to determine how the superseded data were derived.
 FO1400
 FO1400_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU4307391770(NAD 83)
 FO1400_MARKER: DD = SURVEY DISK
 FO1400_SETTING: 0 = UNSPECIFIED SETTING
 FO1400_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FO1400
 FO1400  HISTORY     - Date     Condition        Report By
 FO1400  HISTORY     - 1969     MONUMENTED       NM0030
 FO1400
 FO1400                          STATION DESCRIPTION
 FO1400
 FO1400'DESCRIBED BY CITY OF ALBUQUERQUE NEW MEXICO 1969 (LJU)
 FO1400'STATION IS LOCATED 6.5 MILES N.W. OF DOWNTOWN ALBUQUERQUE,
 FO1400'2.6 MILES WEST OF NMSR 448, 1.0 MILES EAST OF LA BOCA NEGRA
 FO1400'PARK ON THE EAST EDGE ON TOP OF THE LAVA FLOW.
 FO1400'
 FO1400'TO REACH STATION FROM THE INTERCHANGE AT I-040 AND NMSR 448
 FO1400'GO NORTH ON NMSR 448 FOR 1.35 MILES TO ST. JOSEPHS DRIVE, TURN
 FO1400'LEFT, WEST, FOR 0.25 MILES TO ATRISCO DRIVE, TURN RIGHT,
 FO1400'NORTH, FOR 1.05 MILES TO LAVA STONE GATE, ENTRANCE TO VOLCANO
 FO1400'CLIFFS SUBDIVISION, CONTINUE NORTH ON ATRISCO DRIVE FOR 1.4
 FO1400'MILES TO TOP OF HILL AT THE END OF THE LAVA FLOW.  FOLLOW
 FO1400'ROAD TO A SOUTHERN DIRECTION FOR 0.6 MILE TO JUNCTION WITH ROAD
 FO1400'FROM THE EAST TURN LEFT, EAST, ON ROAD FOR 0.2 MILE TO
 FO1400'JUNCTION WITH NORTH-SOUTH ROAD, TURN RIGHT, SOUTH, FOR 200
 FO1400'FEET TO EAST-WEST POWER LINE AND STATION.
 FO1400'
 FO1400'STATION MARK IS A BRASS CAP SET IN CONCRETE BLOCK STAMPED CITY
 FO1400'OF ALBUQUERQUE ELEV. -- 3-E10 LOCATED 3 FEET WEST OF POWER
 FO1400'POLE X1T4 ON TOP OF EAST EDGE OF LAVA FLOW ON THE EAST SIDE
 FO1400'OF RIMROCK ROAD, APPROXIMATELY 200 FT WEST OF SOUTHERN UNION
 FO1400'GAS CO. FARMINGTON-ALBUQUERQUE PIPE LINE.  MONUMENT PROJECTS
 FO1400'4 IN ABOVE GROUND.
 FO1400'
 FO1400'S21, 22, 27, 28 T11N-R2E IS A BRASS CAP IN CONCRETE CYLINDER,
 FO1400'STAMPED U.S. GENERAL LAND OFFICE 1911, S21, 22, 27, 28 T11N,
 FO1400'R2E LOCATED 60 FT EAST OF THE N.E. CORNER OF LA BOCA NEGRA
 FO1400'PARK.  MONUMENT PROJECTS 12 IN ABOVE GROUND.
 FO1400'
 FO1400'S-22, 23, 26, 27 T11N- R2E IS A BRASS CAP IN CONCRETE CYLINDER
 FO1400'LOCATED AT THE N.E. END OF AGATE ROAD 0.6 MILES NORTH OF MONTANO
 FO1400'RD. 0.8 MILES N.E. OF STATION.  MONUMENT PROJECTS 12 IN ABOVE
 FO1400'GROUND.
 FO1400'
 FO1400'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0129 ***********************************************************************
 CX0129  DESIGNATION -  3 F
 CX0129  PID         -  CX0129
 CX0129  STATE/COUNTY-  NM/OTERO
 CX0129  USGS QUAD   -  HOLLOMAN (1982)
 CX0129
 CX0129                         *CURRENT SURVEY CONTROL
 CX0129  ___________________________________________________________________
 CX0129* NAD 83(1986)-  32 51 21.     (N)    106 06 16.     (W)     SCALED    
 CX0129* NAVD 88     -      1242.238  (meters)    4075.58   (feet)  POSTED    
 CX0129  ___________________________________________________________________
 CX0129  GEOID HEIGHT-         -22.82  (meters)                     GEOID03
 CX0129  DYNAMIC HT  -        1240.430 (meters)    4069.64  (feet)  COMP
 CX0129  MODELED GRAV-     979,136.8   (mgal)                       NAVD 88
 CX0129
 CX0129  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 CX0129
 CX0129.The horizontal coordinates were scaled from a topographic map and have
 CX0129.an estimated accuracy of +/- 6 seconds.
 CX0129
 CX0129.The orthometric height was determined by differential leveling
 CX0129.and adjusted by the National Geodetic Survey in 1992..
 CX0129.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 CX0129.rate of 0.0 thru 1.0 mm/km.
 CX0129
 CX0129.The geoid height was determined by GEOID03.
 CX0129
 CX0129.The dynamic height is computed by dividing the NAVD 88
 CX0129.geopotential number by the normal gravity value computed on the
 CX0129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0129.degrees latitude (g = 980.6199 gals.).
 CX0129
 CX0129.The modeled gravity was interpolated from observed gravity values.
 CX0129
 CX0129;                    North         East    Units  Estimated Accuracy
 CX0129;SPC NM C     -   205,770.      513,620.      MT  (+/- 180 meters Scaled)
 CX0129
 CX0129                          SUPERSEDED SURVEY CONTROL
 CX0129
 CX0129  NGVD 29 (??/??/92) 1241.570  (m)         4073.38   (f) ADJ UNCH    2 0
 CX0129
 CX0129.Superseded values are not recommended for survey control.
 CX0129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0129.See file dsdata.txt to determine how the superseded data were derived.
 CX0129
 CX0129_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS966358(NAD 83)
 CX0129_MARKER: S = SPIKE
 CX0129_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CX0129_SP_SET: RUNWAY
 CX0129_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX0129
 CX0129  HISTORY     - Date     Condition        Report By
 CX0129  HISTORY     - UNK      MONUMENTED       CGS
 CX0129  HISTORY     - 1945     GOOD             NGS
 CX0129
 CX0129                          STATION DESCRIPTION
 CX0129
 CX0129'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 CX0129'10.5 MI SW FROM ALAMOGORDO.
 CX0129'10.5 MILES SOUTHWEST TO THE CONTROL TOWER A.A.A.F AT THE ALAMOGORDO
 CX0129'ARMY AIRFIELD 0.6 MILES NORTHEAST OF THE WEST END OF THE EASTWEST
 CX0129'RUNWAY NO. 7, AT THE NORTH END OF THE NORTHSOUTH RUNWAY NO. 15 IN THE
 CX0129'INTERSECTION OF THE TAXIWAY AND RUNWAY, MARK IS RAILROAD SPIKE DRIVEN
 CX0129'FLUSH IN ASPHALT RUNWAY.  NOTE-- ALAMOGORDO ARMY AIR FIELD IS NOW
 CX0129'HOLLOMAN AFB.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1081 ***********************************************************************
 CX1081  DESIGNATION -  3 F
 CX1081  PID         -  CX1081
 CX1081  STATE/COUNTY-  NM/LUNA
 CX1081  USGS QUAD   -  DEMING EAST (1965)
 CX1081
 CX1081                         *CURRENT SURVEY CONTROL
 CX1081  ___________________________________________________________________
 CX1081* NAD 83(1986)-  32 15 41.     (N)    107 42 19.     (W)     SCALED    
 CX1081* NAVD 88     -      1307.976  (meters)    4291.25   (feet)  POSTED    
 CX1081  ___________________________________________________________________
 CX1081  GEOID HEIGHT-         -24.57  (meters)                     GEOID03
 CX1081  DYNAMIC HT  -        1305.990 (meters)    4284.74  (feet)  COMP
 CX1081  MODELED GRAV-     979,077.9   (mgal)                       NAVD 88
 CX1081
 CX1081  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 CX1081
 CX1081.This mark is at Deming Airport (DMN)
 CX1081
 CX1081.The horizontal coordinates were scaled from a topographic map and have
 CX1081.an estimated accuracy of +/- 6 seconds.
 CX1081
 CX1081.The orthometric height was determined by differential leveling
 CX1081.and adjusted by the National Geodetic Survey in 1992..
 CX1081.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 CX1081.rate greater than 8.0 mm/km.
 CX1081
 CX1081.The geoid height was determined by GEOID03.
 CX1081
 CX1081.The dynamic height is computed by dividing the NAVD 88
 CX1081.geopotential number by the normal gravity value computed on the
 CX1081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX1081.degrees latitude (g = 980.6199 gals.).
 CX1081
 CX1081.The modeled gravity was interpolated from observed gravity values.
 CX1081
 CX1081;                    North         East    Units  Estimated Accuracy
 CX1081;SPC NM W     -   139,860.      842,070.      MT  (+/- 180 meters Scaled)
 CX1081
 CX1081                          SUPERSEDED SURVEY CONTROL
 CX1081
 CX1081  NGVD 29 (??/??/92) 1307.402  (m)         4289.37   (f) ADJ UNCH    2 0
 CX1081
 CX1081.Superseded values are not recommended for survey control.
 CX1081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1081.See file dsdata.txt to determine how the superseded data were derived.
 CX1081
 CX1081_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBR451726(NAD 83)
 CX1081_MARKER: S = SPIKE
 CX1081_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CX1081_SP_SET: RUNWAY
 CX1081_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX1081
 CX1081  HISTORY     - Date     Condition        Report By
 CX1081  HISTORY     - UNK      MONUMENTED       CGS
 CX1081  HISTORY     - 1945     GOOD             NGS
 CX1081
 CX1081                          STATION DESCRIPTION
 CX1081
 CX1081'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 CX1081'3.8 MI SE FROM DEMING.
 CX1081'3.8 MILES SOUTHEAST TO THE POST HEADQUARTERS D.A.A.F. AT THE DEMING
 CX1081'ARMY AIR FIELD, AT THE EAST END (26 L) OF THE SOUTHERLY MOST EAST-WEST
 CX1081'RUNWAY, IN THE MIDDLE OF THE RUNWAY ALONG THE WEST EDGE OF THE
 CX1081'NORTH-SOUTH RUNWAY, A RAILROAD SPIKE DRIVEN FLUSH WITH THE ASPHALT
 CX1081'RUNWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0043 ***********************************************************************
 EP0043  DESIGNATION -  3 F
 EP0043  PID         -  EP0043
 EP0043  STATE/COUNTY-  NM/GUADALUPE
 EP0043  USGS QUAD   -  FORT SUMNER EAST (1982)
 EP0043
 EP0043                         *CURRENT SURVEY CONTROL
 EP0043  ___________________________________________________________________
 EP0043* NAD 83(1986)-  34 28 44.     (N)    104 12 54.     (W)     SCALED    
 EP0043* NAVD 88     -      1256.707  (meters)    4123.05   (feet)  ADJUSTED  
 EP0043  ___________________________________________________________________
 EP0043  GEOID HEIGHT-         -23.61  (meters)                     GEOID03
 EP0043  DYNAMIC HT  -        1255.046 (meters)    4117.60  (feet)  COMP
 EP0043  MODELED GRAV-     979,270.4   (mgal)                       NAVD 88
 EP0043
 EP0043  VERT ORDER  -  FIRST     CLASS II
 EP0043
 EP0043.This mark is at Fort Sumner Airport (FSU)
 EP0043
 EP0043.The horizontal coordinates were scaled from a topographic map and have
 EP0043.an estimated accuracy of +/- 6 seconds.
 EP0043
 EP0043.The orthometric height was determined by differential leveling
 EP0043.and adjusted by the National Geodetic Survey in June 1991..
 EP0043
 EP0043.The geoid height was determined by GEOID03.
 EP0043
 EP0043.The dynamic height is computed by dividing the NAVD 88
 EP0043.geopotential number by the normal gravity value computed on the
 EP0043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EP0043.degrees latitude (g = 980.6199 gals.).
 EP0043
 EP0043.The modeled gravity was interpolated from observed gravity values.
 EP0043
 EP0043;                    North         East    Units  Estimated Accuracy
 EP0043;SPC NM E     -   385,780.      175,870.      MT  (+/- 180 meters Scaled)
 EP0043
 EP0043                          SUPERSEDED SURVEY CONTROL
 EP0043
 EP0043  NGVD 29 (??/??/92) 1256.102  (m)         4121.06   (f) ADJ UNCH    1 2
 EP0043
 EP0043.Superseded values are not recommended for survey control.
 EP0043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EP0043.See file dsdata.txt to determine how the superseded data were derived.
 EP0043
 EP0043_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEU720155(NAD 83)
 EP0043_MARKER: S = SPIKE
 EP0043_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EP0043_SP_SET: RUNWAY
 EP0043_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EP0043
 EP0043  HISTORY     - Date     Condition        Report By
 EP0043  HISTORY     - UNK      MONUMENTED       CGS
 EP0043  HISTORY     - 1945     GOOD             NGS
 EP0043
 EP0043                          STATION DESCRIPTION
 EP0043
 EP0043'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 EP0043'2.1 MI NE FROM FORT SUMNER.
 EP0043'LOCATED ABOUT 2.1 MILES NORTHEAST OF THE SANTA FE RAILROAD DEPOT AT
 EP0043'FORT SUMNER AT FORT SUMNER ARMY AIR FIELD AT SOUTH END OF NORTH AND
 EP0043'SOUTH RUNWAY, IN CENTER OF RUNWAY 3 FEET NORTH OF SOUTH END.  A
 EP0043'RAILROAD SPIKE DRIVEN FLUSH WITH RUNWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0237 ***********************************************************************
 CW0237  DESIGNATION -  3 H
 CW0237  PID         -  CW0237
 CW0237  STATE/COUNTY-  NM/EDDY
 CW0237  USGS QUAD   -  KITCHEN COVE (1985)
 CW0237
 CW0237                         *CURRENT SURVEY CONTROL
 CW0237  ___________________________________________________________________
 CW0237* NAD 83(1986)-  32 20 32.     (N)    104 15 21.     (W)     SCALED    
 CW0237* NAVD 88     -       987.935  (meters)    3241.25   (feet)  POSTED    
 CW0237  ___________________________________________________________________
 CW0237  GEOID HEIGHT-         -24.40  (meters)                     GEOID03
 CW0237  DYNAMIC HT  -         986.520 (meters)    3236.61  (feet)  COMP
 CW0237  MODELED GRAV-     979,170.1   (mgal)                       NAVD 88
 CW0237
 CW0237  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 CW0237
 CW0237.This mark is at Cavern City Air Terminal Airport (CNM)
 CW0237
 CW0237.The horizontal coordinates were scaled from a topographic map and have
 CW0237.an estimated accuracy of +/- 6 seconds.
 CW0237
 CW0237.The orthometric height was determined by differential leveling
 CW0237.and adjusted by the National Geodetic Survey in 1992..
 CW0237.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 CW0237.rate of 0.0 thru 1.0 mm/km.
 CW0237
 CW0237.The geoid height was determined by GEOID03.
 CW0237
 CW0237.The dynamic height is computed by dividing the NAVD 88
 CW0237.geopotential number by the normal gravity value computed on the
 CW0237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0237.degrees latitude (g = 980.6199 gals.).
 CW0237
 CW0237.The modeled gravity was interpolated from observed gravity values.
 CW0237
 CW0237;                    North         East    Units  Estimated Accuracy
 CW0237;SPC NM E     -   148,820.      172,300.      MT  (+/- 180 meters Scaled)
 CW0237
 CW0237                          SUPERSEDED SURVEY CONTROL
 CW0237
 CW0237  NGVD 29 (??/??/92)  987.45   (m)         3239.7    (f) COMPUTED    1 2
 CW0237
 CW0237.Superseded values are not recommended for survey control.
 CW0237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0237.See file dsdata.txt to determine how the superseded data were derived.
 CW0237
 CW0237_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SER700786(NAD 83)
 CW0237_MARKER: N = NAIL
 CW0237_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CW0237_SP_SET: RUNWAY
 CW0237_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CW0237
 CW0237  HISTORY     - Date     Condition        Report By
 CW0237  HISTORY     - UNK      MONUMENTED       CGS
 CW0237  HISTORY     - 1945     GOOD             NGS
 CW0237
 CW0237                          STATION DESCRIPTION
 CW0237
 CW0237'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 CW0237'6.1 MI SW FROM CARLSBAD.
 CW0237'AT THE CARLSBAD ARMY AIR FIELD, ON THE NORTHWEST-SOUTHEAST RUNWAY A
 CW0237'(MOST EASTERLY) AND THE NORTHEAST-SOUTHWEST RUNWAY, ON THE
 CW0237'INTERSECTION OF THE CENTERLINES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0991 ***********************************************************************
 FO0991  DESIGNATION -  3 H22
 FO0991  PID         -  FO0991
 FO0991  STATE/COUNTY-  NM/BERNALILLO
 FO0991  USGS QUAD   -  TIJERAS (1990)
 FO0991
 FO0991                         *CURRENT SURVEY CONTROL
 FO0991  ___________________________________________________________________
 FO0991* NAD 83(1992)-  35 06 49.51300(N)    106 29 58.89724(W)     ADJUSTED  
 FO0991* NAVD 88     -      1759.6    (meters)    5773.     (feet)  VERTCON   
 FO0991  ___________________________________________________________________
 FO0991  LAPLACE CORR-          15.22  (seconds)                    DEFLEC99
 FO0991  GEOID HEIGHT-         -20.30  (meters)                     GEOID03
 FO0991
 FO0991  HORZ ORDER  -  SECOND
 FO0991
 FO0991.The horizontal coordinates were established by classical geodetic methods
 FO0991.and adjusted by the National Geodetic Survey in December 1993..
 FO0991
 FO0991.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO0991.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO0991
 FO0991.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO0991
 FO0991.The geoid height was determined by GEOID03.
 FO0991
 FO0991;                    North         East     Units Scale Factor Converg.
 FO0991;SPC NM C     -   456,221.491   477,239.763   MT  0.99990638   -0 08 37.0
 FO0991;SPC NM C     - 1,496,786.68  1,565,744.12   sFT  0.99990638   -0 08 37.0
 FO0991;UTM  13      - 3,886,686.957   363,334.804   MT  0.99983019   -0 51 45.9
 FO0991
 FO0991!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO0991!SPC NM C     -   0.99972706  x   0.99990638  =   0.99963347
 FO0991!UTM  13      -   0.99972706  x   0.99983019  =   0.99955730
 FO0991
 FO0991:                Primary Azimuth Mark                     Grid Az
 FO0991:SPC NM C     -  GLENWOOD                                 016 40 09.1
 FO0991:UTM  13      -  GLENWOOD                                 017 23 18.0
 FO0991
 FO0991|---------------------------------------------------------------------|
 FO0991| PID    Reference Object                     Distance      Geod. Az  |
 FO0991|                                                           dddmmss.s |
 FO0991| FO1009 GLENWOOD                            APPROX. 2.1 KM 0163132.1 |
 FO0991|---------------------------------------------------------------------|
 FO0991
 FO0991                          SUPERSEDED SURVEY CONTROL
 FO0991
 FO0991  NAD 83(1986)-  35 06 49.51903(N)    106 29 58.89808(W) AD(       ) 2
 FO0991  NAD 27      -  35 06 49.35343(N)    106 29 56.81755(W) AD(       ) 2
 FO0991  NGVD 29 (07/19/86) 1758.8    (m)         5770.     (f) VERT ANG       
 FO0991
 FO0991.Superseded values are not recommended for survey control.
 FO0991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0991.See file dsdata.txt to determine how the superseded data were derived.
 FO0991
 FO0991_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU6333586687(NAD 83)
 FO0991_MARKER: DD = SURVEY DISK
 FO0991_SETTING: 0 = UNSPECIFIED SETTING
 FO0991_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FO0991
 FO0991  HISTORY     - Date     Condition        Report By
 FO0991  HISTORY     - 1969     MONUMENTED       NM0030
 FO0991
 FO0991                          STATION DESCRIPTION
 FO0991
 FO0991'DESCRIBED BY CITY OF ALBUQUERQUE NEW MEXICO 1969 (LJU)
 FO0991'STATION IS LOCATED 8.6 MILES NORTHEAST OF DOWNTOWN ALBUQUERQUE,
 FO0991'2.8 MILES NORTH OF INTERSTATE 40 ON THE EAST SIDE OF LYNNEWOOD
 FO0991'PARK.
 FO0991'
 FO0991'TO REACH STATION FROM THE INTERCHANGE AT I-025 AND MONTGOMERY
 FO0991'GO EAST ON MONTGOMERY FOR 5.3 MILES TO THE INTERSECTION OF
 FO0991'MONTGOMERY BLVD. AND JUAN TABO BLVD., TURN RIGHT, SOUTH, FOR
 FO0991'1.0 MILES TO CANDELARIA ROAD, TURN LEFT, EAST, FOR 0.9 MILES TO
 FO0991'MARIE PARK DRIVE, TURN RIGHT, SOUTH, FOR 0.2 MILE AND STATION.
 FO0991'
 FO0991'STATION MARK IS A BRASS CAP ON CONCRETE BLOCK OF CONCRETE
 FO0991'STAMPED CITY OF ALBUQUERQUE ELEV. -- 3-H22.  LOCATED ON THE
 FO0991'WEST SIDE OF MARIE PARK DRIVE, MIDWAY BETWEEN LOS ARBOLES RD.
 FO0991'AND LEXINGTON AVE.  MONUMENT IS FLUSH WITH GROUND.
 FO0991'
 FO0991'JACKSON IS A STANDARD USC AND GS BRASS DISK IN CONCRETE
 FO0991'CYLINDER LOCATED IN THE N.E. CORNER OF THE FENCED IN AREA
 FO0991'AROUND THE JACKSON JR. HIGH SCHOOL AT THE INTERSECTION OF
 FO0991'INDIAN SCHOOL RD. AND ELIZABETH ST., 1.7 MILES S.W. OF STATION.
 FO0991'MONUMENT PROJECTS 4 IN ABOVE GROUND.
 FO0991'
 FO0991'GLENWOOD IS A STANDARD USC AND GS DISK CEMENTED ON TOP OF
 FO0991'CONCRETE WATER RESERVOIR LOCATED ON BLACKSTONE RD. IN GLENWOOD
 FO0991'HILLS SUBDIVISION.  MONUMENT IS ABOUT 4 FEET WEST OF THE TOP
 FO0991'CENTER OF THE CONCRETE ROOF AND IS FLUSH WITH TOP.
 FO0991'
 FO0991'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY1010 ***********************************************************************
 CY1010  DESIGNATION -  3 JS
 CY1010  PID         -  CY1010
 CY1010  STATE/COUNTY-  NM/GRANT
 CY1010  USGS QUAD   -  C BAR RANCH (1980)
 CY1010
 CY1010                         *CURRENT SURVEY CONTROL
 CY1010  ___________________________________________________________________
 CY1010* NAD 83(1992)-  32 29 44.85217(N)    108 23 05.27575(W)     ADJUSTED  
 CY1010* NAVD 88     -      1827.8    (meters)    5997.     (feet)  VERTCON   
 CY1010  ___________________________________________________________________
 CY1010  LAPLACE CORR-           0.66  (seconds)                    DEFLEC99
 CY1010  GEOID HEIGHT-         -24.39  (meters)                     GEOID03
 CY1010
 CY1010  HORZ ORDER  -  THIRD
 CY1010  VERT ORDER  -  THIRD ? (See Below)
 CY1010
 CY1010.The horizontal coordinates were established by classical geodetic methods
 CY1010.and adjusted by the National Geodetic Survey in December 1993..
 CY1010
 CY1010.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY1010.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY1010.The vertical order pertains to the NGVD 29 superseded value.
 CY1010
 CY1010.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY1010
 CY1010.The geoid height was determined by GEOID03.
 CY1010
 CY1010;                    North         East     Units Scale Factor Converg.
 CY1010;SPC NM W     -   165,977.257   778,176.625   MT  0.99994977   -0 17 46.6
 CY1010;SPC NM W     -   544,543.72  2,553,067.81   sFT  0.99994977   -0 17 46.6
 CY1010;UTM  12      - 3,598,406.657   745,717.610   MT  1.00034459   +1 24 20.5
 CY1010
 CY1010!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY1010!SPC NM W     -   0.99971692  x   0.99994977  =   0.99966671
 CY1010!UTM  12      -   0.99971692  x   1.00034459  =   1.00006141
 CY1010
 CY1010:                Primary Azimuth Mark                     Grid Az
 CY1010:SPC NM W     -  WVWD 1                                   012 11 11.6
 CY1010:UTM  12      -  WVWD 1                                   010 29 04.5
 CY1010
 CY1010|---------------------------------------------------------------------|
 CY1010| PID    Reference Object                     Distance      Geod. Az  |
 CY1010|                                                           dddmmss.s |
 CY1010| CY0949 WVWD 1                              APPROX. 4.7 KM 0115325.0 |
 CY1010|---------------------------------------------------------------------|
 CY1010
 CY1010                          SUPERSEDED SURVEY CONTROL
 CY1010
 CY1010  NAD 83(1992)-  32 29 44.85086(N)    108 23 05.27393(W) AD(       ) 3
 CY1010  NAD 83(1986)-  32 29 44.84917(N)    108 23 05.27254(W) AD(       ) 3
 CY1010  NAD 27      -  32 29 44.55129(N)    108 23 03.10482(W) AD(       ) 3
 CY1010  NGVD 29 (07/19/86) 1826.9    (m)         5994.     (f) LEVELING    3  
 CY1010
 CY1010.Superseded values are not recommended for survey control.
 CY1010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1010.See file dsdata.txt to determine how the superseded data were derived.
 CY1010
 CY1010_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYA4571898407(NAD 83)
 CY1010
 CY1010  HISTORY     - Date     Condition        Report By
 CY1010  HISTORY     - 1948     MONUMENTED       USGS
 CY1010  HISTORY     - 1963     GOOD             USGS
 CY1010
 CY1010                          STATION DESCRIPTION
 CY1010
 CY1010'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 CY1010'WHITE SIGNAL, NEW MEXICO, ABOUT 5.68 MI. S. OF ALONG SEPAR ROAD, 0.44
 CY1010'MI. S. OF RD. E. TO WATER TANK AND WINDMILL, ON TOP OF THE CONTINENTAL
 CY1010'DIVIDE AT A CURVE IN RD. TO NE. AND SE., 43 FT. W. OF CENTERLINE OF
 CY1010'RD. AT CURVE, 12 FT. W. OF SIGN ---CONTINENTAL DIVIDE---.
 CY1010'
 CY1010'STATION MARK--STANDARD TABLET, SET IN AN 8 X 8 X 36 IN. CONCRETE POST,
 CY1010'PROJECTING 4 IN. ABOVE GROUND, AND STAMPED ---3 JS 1948---.
 CY1010'
 CY1010'REFERENCE MARK NO. 1--A 1-1/2 X 30 IN. IRON PIPE, PROJECTING 6 IN.
 CY1010'ABOVE GROUND, 87.10 FT. FROM STATION, S 57 DEG 44 MIN W.
 CY1010'
 CY1010'REFERENCE MARK NO. 2--A 1-1/4 X 30 IN. IRON PIPE, PROJECTING 6 IN.
 CY1010'ABOVE GROUND, 92.20 FT. FROM STATION, N 33 DEG 24 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1215 ***********************************************************************
 FO1215  DESIGNATION -  3 L21
 FO1215  PID         -  FO1215
 FO1215  STATE/COUNTY-  NM/BERNALILLO
 FO1215  USGS QUAD   -  ALBUQUERQUE EAST (1990)
 FO1215
 FO1215                         *CURRENT SURVEY CONTROL
 FO1215  ___________________________________________________________________
 FO1215* NAD 83(1992)-  35 04 02.85356(N)    106 31 33.10942(W)     ADJUSTED  
 FO1215* NAVD 88     -      1678.1    (meters)    5506.     (feet)  VERTCON   
 FO1215  ___________________________________________________________________
 FO1215  LAPLACE CORR-          12.26  (seconds)                    DEFLEC99
 FO1215  GEOID HEIGHT-         -20.58  (meters)                     GEOID03
 FO1215
 FO1215  HORZ ORDER  -  SECOND
 FO1215
 FO1215.The horizontal coordinates were established by classical geodetic methods
 FO1215.and adjusted by the National Geodetic Survey in December 1993..
 FO1215
 FO1215.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1215.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1215
 FO1215.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1215
 FO1215.The geoid height was determined by GEOID03.
 FO1215
 FO1215;                    North         East     Units Scale Factor Converg.
 FO1215;SPC NM C     -   451,092.285   474,840.073   MT  0.99990780   -0 09 30.6
 FO1215;SPC NM C     - 1,479,958.61  1,557,871.14   sFT  0.99990780   -0 09 30.6
 FO1215;UTM  13      - 3,881,588.628   360,871.143   MT  0.99983856   -0 52 36.5
 FO1215
 FO1215!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1215!SPC NM C     -   0.99973989  x   0.99990780  =   0.99964771
 FO1215!UTM  13      -   0.99973989  x   0.99983856  =   0.99957849
 FO1215
 FO1215:                Primary Azimuth Mark                     Grid Az
 FO1215:SPC NM C     -  T10N R4E SECS 28 29 32 33 WC             211 14 17.1
 FO1215:UTM  13      -  T10N R4E SECS 28 29 32 33 WC             211 57 23.0
 FO1215
 FO1215|---------------------------------------------------------------------|
 FO1215| PID    Reference Object                     Distance      Geod. Az  |
 FO1215|                                                           dddmmss.s |
 FO1215| FO1194 T10N R4E SECS 28 29 32 33 WC        APPROX. 1.2 KM 2110446.5 |
 FO1215|---------------------------------------------------------------------|
 FO1215
 FO1215                          SUPERSEDED SURVEY CONTROL
 FO1215
 FO1215  NAD 83(1986)-  35 04 02.85933(N)    106 31 33.11030(W) AD(       ) 2
 FO1215  NAD 27      -  35 04 02.68894(N)    106 31 31.02778(W) AD(       ) 2
 FO1215  NGVD 29 (07/19/86) 1677.3    (m)         5503.     (f) VERT ANG       
 FO1215
 FO1215.Superseded values are not recommended for survey control.
 FO1215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1215.See file dsdata.txt to determine how the superseded data were derived.
 FO1215
 FO1215_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU6087181589(NAD 83)
 FO1215_MARKER: DD = SURVEY DISK
 FO1215_SETTING: 0 = UNSPECIFIED SETTING
 FO1215_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FO1215_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FO1215+SATELLITE: SATELLITE OBSERVATIONS - August 05, 2003
 FO1215
 FO1215  HISTORY     - Date     Condition        Report By
 FO1215  HISTORY     - 1969     MONUMENTED       NM0030
 FO1215  HISTORY     - 20030805 GOOD             USPSQD
 FO1215
 FO1215                          STATION DESCRIPTION
 FO1215
 FO1215'DESCRIBED BY CITY OF ALBUQUERQUE NEW MEXICO 1969 (LJU)
 FO1215'STATION IS LOCATED 7.2 MILES S.E. OF DOWNTOWN ALBUQUERQUE,
 FO1215'0.8 MILES SOUTH OF INTERSTATE 40, ON THE LITTLE LEAGUE BALL
 FO1215'FIELD NO. 1.
 FO1215'
 FO1215'TO REACH STATION FROM THE INTERCHANGE AT I-40 AND EUBANK,
 FO1215'GO SOUTH ON EUBANK BLVD. FOR 0.7 MILES TO U.S. HIGHWAY 66,
 FO1215'CONTINUE SOUTH ON EUBANK BLVD. FOR 0.3 MILES TO SOUTHERN
 FO1215'AVE., TURN LEFT, EAST, FOR 0.4 MILES TO LITTLE LEAGUE
 FO1215'BALL FIELD NO. 1 ON NORTH SIDE OF STREET AND STATION.
 FO1215'
 FO1215'STATION MARK IS A BRASS CAP SET IN CONCRETE BLOCK STAMPED
 FO1215'CITY OF ALBUQUERQUE - 3-L21 ELEV. AND IS LOCATED 100 FT NORTH
 FO1215'OF THE CENTER LINE OF SOUTHERN AVE., 3 FT WEST OF THE
 FO1215'S.W. CORNER OF THE FENCED IN AREA AROUND THE SOUTH BALL FIELD.
 FO1215'
 FO1215'TIJERAS IS A USC AND GS DISK IN A CONCRETE CYLINDER LOCATED
 FO1215'1.5 MILES SOUTH OF U.S. HIGHWAY 66 ABOUT 200 FT NORTH OF THE
 FO1215'NORTH BOUNDRY OF SANDIA MILITARY RESERVATION, 0.4 MILES WEST
 FO1215'OF WAGONTRAIN DR. ON THE NORTH SIDE OF THE ARRIBA AVE.
 FO1215'
 FO1215'L-21-S IS A BRASS CAP ON 3 IN IRON PIPE SET IN CONCRETE CYLINDER
 FO1215'STAMPED BERNALILLO CO. SURVEY 30 FT EAST W.C. S 28, 29, 32,
 FO1215'33 T10N- R4E 1942 L-21-S AND IS LOCATED ON THE SOUTH-NORTH
 FO1215'WIRE FENCE ON THE EAST BOUNDRY OF THE SANDIA MILITARY RESERVATION,
 FO1215'ON EUBANK BLVD.
 FO1215'
 FO1215'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 FO1215
 FO1215                          STATION RECOVERY (2003)
 FO1215
 FO1215'RECOVERY NOTE BY US POWER SQUADRON 2003 (AFA)
 FO1215'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0647 ***********************************************************************
 CX0647  DESIGNATION -  306 B
 CX0647  PID         -  CX0647
 CX0647  STATE/COUNTY-  NM/DONA ANA
 CX0647  USGS QUAD   -  DONA ANA (1978)
 CX0647
 CX0647                         *CURRENT SURVEY CONTROL
 CX0647  ___________________________________________________________________
 CX0647* NAD 83(1986)-  32 26 20.     (N)    106 51 47.     (W)     SCALED    
 CX0647* NAVD 88     -      1210.481  (meters)    3971.39   (feet)  ADJUSTED  
 CX0647  ___________________________________________________________________
 CX0647  GEOID HEIGHT-         -23.79  (meters)                     GEOID03
 CX0647  DYNAMIC HT  -        1208.704 (meters)    3965.56  (feet)  COMP
 CX0647  MODELED GRAV-     979,128.8   (mgal)                       NAVD 88
 CX0647
 CX0647  VERT ORDER  -  FIRST     CLASS II
 CX0647
 CX0647.The horizontal coordinates were scaled from a topographic map and have
 CX0647.an estimated accuracy of +/- 6 seconds.
 CX0647
 CX0647.The orthometric height was determined by differential leveling
 CX0647.and adjusted by the National Geodetic Survey in June 1991..
 CX0647
 CX0647.The geoid height was determined by GEOID03.
 CX0647
 CX0647.The dynamic height is computed by dividing the NAVD 88
 CX0647.geopotential number by the normal gravity value computed on the
 CX0647.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0647.degrees latitude (g = 980.6199 gals.).
 CX0647
 CX0647.The modeled gravity was interpolated from observed gravity values.
 CX0647
 CX0647;                    North         East    Units  Estimated Accuracy
 CX0647;SPC NM C     -   159,700.      442,350.      MT  (+/- 180 meters Scaled)
 CX0647
 CX0647                          SUPERSEDED SURVEY CONTROL
 CX0647
 CX0647  NGVD 29 (??/??/92) 1209.925  (m)         3969.56   (f) ADJ UNCH    1 2
 CX0647
 CX0647.Superseded values are not recommended for survey control.
 CX0647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0647.See file dsdata.txt to determine how the superseded data were derived.
 CX0647
 CX0647_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR248906(NAD 83)
 CX0647_MARKER: P = PIPE CAP
 CX0647_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CX0647_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CX0647_STAMPING: 3969.562 306 B 1905
 CX0647_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX0647
 CX0647  HISTORY     - Date     Condition        Report By
 CX0647  HISTORY     - 1905     MONUMENTED       USGS
 CX0647  HISTORY     - 1960     MARK NOT FOUND   NGS
 CX0647  HISTORY     - 1981     MARK NOT FOUND   NGS
 CX0647
 CX0647                          STATION DESCRIPTION
 CX0647
 CX0647'DESCRIBED BY US GEOLOGICAL SURVEY 1905
 CX0647'4.4 MI NW FROM DONA ANA.
 CX0647'4.4 MILES NORTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RR FROM
 CX0647'THE STATION AT DONA, 254 FEET NORTHWEST OF THE NORTH CORNER OF TRESTLE
 CX0647'1102 B, 85.6 FEET NORTHEAST OF THE NORTHEAST RAIL.  44.5 FEET NORTH OF
 CX0647'A TELEPHONE POLE, 5.5 FEET SOUTHWEST OF A FENCE, RIVETED OF THE TOP OF
 CX0647'AN IRON PIPE WHICH PROJECTS 1.0 FOOT ABOVE THE GROUND.
 CX0647
 CX0647                          STATION RECOVERY (1960)
 CX0647
 CX0647'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 CX0647'MARK NOT FOUND.
 CX0647
 CX0647                          STATION RECOVERY (1981)
 CX0647
 CX0647'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CX0647'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1692 ***********************************************************************
 CX1692  DESIGNATION -  3210635001
 CX1692  PID         -  CX1692
 CX1692  STATE/COUNTY-  NM/DONA ANA
 CX1692  USGS QUAD   -  SAN MIGUEL (1955)
 CX1692
 CX1692                         *CURRENT SURVEY CONTROL
 CX1692  ___________________________________________________________________
 CX1692* NAD 83(1992)-  32 14 44.11063(N)    106 43 15.42675(W)     ADJUSTED  
 CX1692* NAVD 88     -      1211.5    (meters)    3975.     (feet)  VERTCON   
 CX1692  ___________________________________________________________________
 CX1692  LAPLACE CORR-           4.69  (seconds)                    DEFLEC99
 CX1692  GEOID HEIGHT-         -23.84  (meters)                     GEOID03
 CX1692
 CX1692  HORZ ORDER  -  SECOND
 CX1692
 CX1692.The horizontal coordinates were established by classical geodetic methods
 CX1692.and adjusted by the National Geodetic Survey in December 1993..
 CX1692
 CX1692.The NAVD 88 height was computed by applying the VERTCON shift value to
 CX1692.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CX1692
 CX1692.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1692
 CX1692.The geoid height was determined by GEOID03.
 CX1692
 CX1692;                    North         East     Units Scale Factor Converg.
 CX1692;SPC NM C     -   138,194.422   455,621.525   MT  0.99992428   -0 15 04.6
 CX1692;SPC NM C     -   453,392.87  1,494,818.29   sFT  0.99992428   -0 15 04.6
 CX1692;UTM  13      - 3,568,956.974   337,871.088   MT  0.99992416   -0 55 06.3
 CX1692
 CX1692!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1692!SPC NM C     -   0.99981355  x   0.99992428  =   0.99973785
 CX1692!UTM  13      -   0.99981355  x   0.99992416  =   0.99973773
 CX1692
 CX1692:                Primary Azimuth Mark                     Grid Az
 CX1692:SPC NM C     -  3210635002                               328 12 57.8
 CX1692:UTM  13      -  3210635002                               328 52 59.5
 CX1692
 CX1692|---------------------------------------------------------------------|
 CX1692| PID    Reference Object                     Distance      Geod. Az  |
 CX1692|                                                           dddmmss.s |
 CX1692| CX1668 3210635002                          APPROX. 1.7 KM 3275753.2 |
 CX1692|---------------------------------------------------------------------|
 CX1692
 CX1692                          SUPERSEDED SURVEY CONTROL
 CX1692
 CX1692  NAD 83(1986)-  32 14 44.11813(N)    106 43 15.42602(W) AD(       ) 2
 CX1692  NAD 27      -  32 14 43.77142(N)    106 43 13.42036(W) AD(       ) 2
 CX1692  NGVD 29 (07/19/86) 1211.0    (m)         3973.     (f) VERT ANG       
 CX1692
 CX1692.Superseded values are not recommended for survey control.
 CX1692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1692.See file dsdata.txt to determine how the superseded data were derived.
 CX1692
 CX1692_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR3787168957(NAD 83)
 CX1692_MARKER: DD = SURVEY DISK
 CX1692_SETTING: 0 = UNSPECIFIED SETTING
 CX1692_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX1692
 CX1692  HISTORY     - Date     Condition        Report By
 CX1692  HISTORY     - 1973     MONUMENTED       NMHD
 CX1692  HISTORY     - 1980     GOOD             NGS
 CX1692  HISTORY     - 19961228 GOOD             USPSQD
 CX1692
 CX1692                          STATION DESCRIPTION
 CX1692
 CX1692'DESCRIBED BY NM HIGHWAY DEPT 1973 (CWW)
 CX1692'THE STATION IS LOCATED IN DONA ANA COUNTY ALONG INTERSTATE 25 AND IS
 CX1692'ABOUT 5.5 MILES AIRLINE SOUTHEAST OF LAS CRUCES, NEW MEXICO.
 CX1692'
 CX1692'TO REACH FROM THE INTERSECTION OF I-10 AND U.S. 85 WHICH IS JUST
 CX1692'NORTH OF MESILLA PARK GO SOUTHEAST ON INTERSTATE 10, 2.9 MILES ACROSS
 CX1692'THE BRIDGE WHICH CROSSES INTERSTATE 25.  GO SOUTH 1.0 MILES TO THE
 CX1692'STATION ON THE FAR LEFT.  THE STATION IS 31 FEET EAST OF THE
 CX1692'NORTHBOUND LANE OF I-10 UNDER A LARGE OVERHEAD SIGN GIVING
 CX1692'DIRECTIONS TO TUSCON AND ALBUQUERQUE.
 CX1692'
 CX1692'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION DISK
 CX1692'SET IN A CONCRETE MONUMENT PROJECTING ABOUT SIX INCHES ABOVE THE
 CX1692'GROUND AND STAMPED 3210635001, 1973.
 CX1692
 CX1692                          STATION RECOVERY (1980)
 CX1692
 CX1692'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (MWJ)
 CX1692'RECOVERED AS DESCRIBED.
 CX1692
 CX1692                          STATION RECOVERY (1996)
 CX1692
 CX1692'RECOVERY NOTE BY US POWER SQUADRON 1996
 CX1692'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1668 ***********************************************************************
 CX1668  DESIGNATION -  3210635002
 CX1668  PID         -  CX1668
 CX1668  STATE/COUNTY-  NM/DONA ANA
 CX1668  USGS QUAD   -  TORTUGAS MTN (1955)
 CX1668
 CX1668                         *CURRENT SURVEY CONTROL
 CX1668  ___________________________________________________________________
 CX1668* NAD 83(1992)-  32 15 30.94706(N)    106 43 49.91736(W)     ADJUSTED  
 CX1668* NAVD 88     -      1214.4    (meters)    3984.     (feet)  VERTCON   
 CX1668  ___________________________________________________________________
 CX1668  LAPLACE CORR-           4.52  (seconds)                    DEFLEC99
 CX1668  GEOID HEIGHT-         -23.86  (meters)                     GEOID03
 CX1668
 CX1668  HORZ ORDER  -  SECOND
 CX1668
 CX1668.The horizontal coordinates were established by classical geodetic methods
 CX1668.and adjusted by the National Geodetic Survey in December 1993..
 CX1668
 CX1668.The NAVD 88 height was computed by applying the VERTCON shift value to
 CX1668.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CX1668
 CX1668.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1668
 CX1668.The geoid height was determined by GEOID03.
 CX1668
 CX1668;                    North         East     Units Scale Factor Converg.
 CX1668;SPC NM C     -   139,641.008   454,725.167   MT  0.99992527   -0 15 23.3
 CX1668;SPC NM C     -   458,138.87  1,491,877.49   sFT  0.99992527   -0 15 23.3
 CX1668;UTM  13      - 3,570,413.902   336,991.636   MT  0.99992769   -0 55 25.9
 CX1668
 CX1668!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1668!SPC NM C     -   0.99981310  x   0.99992527  =   0.99973838
 CX1668!UTM  13      -   0.99981310  x   0.99992769  =   0.99974080
 CX1668
 CX1668:                Primary Azimuth Mark                     Grid Az
 CX1668:SPC NM C     -  3210635003                               346 09 55.2
 CX1668:UTM  13      -  3210635003                               346 49 57.8
 CX1668
 CX1668|---------------------------------------------------------------------|
 CX1668| PID    Reference Object                     Distance      Geod. Az  |
 CX1668|                                                           dddmmss.s |
 CX1668| CX1667 3210635003                          APPROX. 3.2 KM 3455431.9 |
 CX1668|---------------------------------------------------------------------|
 CX1668
 CX1668                          SUPERSEDED SURVEY CONTROL
 CX1668
 CX1668  NAD 83(1986)-  32 15 30.95478(N)    106 43 49.91665(W) AD(       ) 2
 CX1668  NAD 27      -  32 15 30.61026(N)    106 43 47.90929(W) AD(       ) 2
 CX1668  NGVD 29 (07/19/86) 1213.9    (m)         3983.     (f) VERT ANG       
 CX1668
 CX1668.Superseded values are not recommended for survey control.
 CX1668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1668.See file dsdata.txt to determine how the superseded data were derived.
 CX1668
 CX1668_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR3699270414(NAD 83)
 CX1668_MARKER: DD = SURVEY DISK
 CX1668_SETTING: 0 = UNSPECIFIED SETTING
 CX1668_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX1668
 CX1668  HISTORY     - Date     Condition        Report By
 CX1668  HISTORY     - 1973     MONUMENTED       NMHD
 CX1668
 CX1668                          STATION DESCRIPTION
 CX1668
 CX1668'DESCRIBED BY NM HIGHWAY DEPT 1973 (CWW)
 CX1668'THE STATION IS LOCATED IN DONA ANA COUNTY ALONG INTERSTATE 25 AND IS
 CX1668'ABOUT 4.5 MILES AIRLINE SOUTHEAST OF LAS CRUCES, NEW MEXICO.
 CX1668'
 CX1668'TO REACH FROM THE INTERSECTION OF I-10 AND U.S. 85 WHICH IS JUST
 CX1668'NORTH OF MESILLA PARK GO SOUTHEAST ON INTERSTATE 10 2.9 MILES ACROSS
 CX1668'THE BRIDGE WHICH CROSSES INTERSTATE 25.  THE STATION IS IN THE
 CX1668'MEDIAN AT THE SOUTH END OF THE OVERPASS BRIDGES AND ABOUT 8 FEET
 CX1668'SOUTHEAST OF A GUARDRAIL.
 CX1668'
 CX1668'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION DISK
 CX1668'SET IN A CONCRETE MONUMENT PROJECTING ABOUT SIX INCHES ABOVE THE
 CX1668'GROUND AND STAMPED 3210635002, 1973.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1667 ***********************************************************************
 CX1667  DESIGNATION -  3210635003
 CX1667  PID         -  CX1667
 CX1667  STATE/COUNTY-  NM/DONA ANA
 CX1667  USGS QUAD   -  TORTUGAS MTN (1955)
 CX1667
 CX1667                         *CURRENT SURVEY CONTROL
 CX1667  ___________________________________________________________________
 CX1667* NAD 83(1992)-  32 17 13.07739(N)    106 44 20.09764(W)     ADJUSTED  
 CX1667* NAVD 88     -      1234.3    (meters)    4050.     (feet)  VERTCON   
 CX1667  ___________________________________________________________________
 CX1667  LAPLACE CORR-           4.34  (seconds)                    DEFLEC99
 CX1667  GEOID HEIGHT-         -23.85  (meters)                     GEOID03
 CX1667
 CX1667  HORZ ORDER  -  SECOND
 CX1667
 CX1667.The horizontal coordinates were established by classical geodetic methods
 CX1667.and adjusted by the National Geodetic Survey in December 1993..
 CX1667
 CX1667.The NAVD 88 height was computed by applying the VERTCON shift value to
 CX1667.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CX1667
 CX1667.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1667
 CX1667.The geoid height was determined by GEOID03.
 CX1667
 CX1667;                    North         East     Units Scale Factor Converg.
 CX1667;SPC NM C     -   142,790.253   453,949.623   MT  0.99992614   -0 15 40.2
 CX1667;SPC NM C     -   468,471.02  1,489,333.05   sFT  0.99992614   -0 15 40.2
 CX1667;UTM  13      - 3,573,571.980   336,252.838   MT  0.99993066   -0 55 44.6
 CX1667
 CX1667!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1667!SPC NM C     -   0.99980997  x   0.99992614  =   0.99973613
 CX1667!UTM  13      -   0.99980997  x   0.99993066  =   0.99974065
 CX1667
 CX1667:                Primary Azimuth Mark                     Grid Az
 CX1667:SPC NM C     -  RL 1                                     346 12 45.2
 CX1667:UTM  13      -  RL 1                                     346 52 49.6
 CX1667
 CX1667|---------------------------------------------------------------------|
 CX1667| PID    Reference Object                     Distance      Geod. Az  |
 CX1667|                                                           dddmmss.s |
 CX1667| CX1666 RL 1                                APPROX. 3.1 KM 3455705.0 |
 CX1667|---------------------------------------------------------------------|
 CX1667
 CX1667                          SUPERSEDED SURVEY CONTROL
 CX1667
 CX1667  NAD 83(1986)-  32 17 13.08490(N)    106 44 20.09688(W) AD(       ) 2
 CX1667  NAD 27      -  32 17 12.74369(N)    106 44 18.08581(W) AD(       ) 2
 CX1667  NGVD 29 (07/19/86) 1233.8    (m)         4048.     (f) VERT ANG       
 CX1667
 CX1667.Superseded values are not recommended for survey control.
 CX1667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1667.See file dsdata.txt to determine how the superseded data were derived.
 CX1667
 CX1667_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR3625373572(NAD 83)
 CX1667_MARKER: DD = SURVEY DISK
 CX1667_SETTING: 0 = UNSPECIFIED SETTING
 CX1667_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX1667
 CX1667  HISTORY     - Date     Condition        Report By
 CX1667  HISTORY     - 1973     MONUMENTED       NMHD
 CX1667
 CX1667                          STATION DESCRIPTION
 CX1667
 CX1667'DESCRIBED BY NM HIGHWAY DEPT 1973 (CWW)
 CX1667'THE STATION IS LOCATED IN DONA ANA COUNTY ALONG INTERSTATE 25 AND IS
 CX1667'ABOUT 2.7 MILES AIRLINE SOUTHEAST OF LAS CRUCES, NEW MEXICO.
 CX1667'
 CX1667'TO REACH FROM THE INTERSECTION OF I-25 AND U.S. 70, 82 WHICH LIES
 CX1667'NORTH-NORTHEAST OF LAS CRUCES GO SOUTH ON INTERSTATE 25, 4.5 MILES
 CX1667'TO THE UNIVERSITY AVENUE INTERCHANGE.  LEAVE THE INTERSTATE AND
 CX1667'ENTER THE INTERCHANGE TURNING LEFT.  THE STATION IS IN THE OVERPASS
 CX1667'MEDIAN AT THE WEST END OF THE OVERPASS BRIDGES.
 CX1667'
 CX1667'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION DISK
 CX1667'SET IN A CONCRETE MONUMENT PROJECTING ABOUT SIX INCHES ABOVE THE
 CX1667'GROUND AND STAMPED 3210635003, 1973.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1717 ***********************************************************************
 CX1717  DESIGNATION -  3210635004
 CX1717  PID         -  CX1717
 CX1717  STATE/COUNTY-  NM/DONA ANA
 CX1717  USGS QUAD   -  LAS CRUCES (1978)
 CX1717
 CX1717                         *CURRENT SURVEY CONTROL
 CX1717  ___________________________________________________________________
 CX1717* NAD 83(1992)-  32 21 34.57193(N)    106 46 38.35122(W)     ADJUSTED  
 CX1717* NAVD 88     -      1242.5    (meters)    4076.     (feet)  VERTCON   
 CX1717  ___________________________________________________________________
 CX1717  LAPLACE CORR-           2.98  (seconds)                    DEFLEC99
 CX1717  GEOID HEIGHT-         -23.86  (meters)                     GEOID03
 CX1717
 CX1717  HORZ ORDER  -  SECOND
 CX1717
 CX1717.The horizontal coordinates were established by classical geodetic methods
 CX1717.and adjusted by the National Geodetic Survey in December 1993..
 CX1717
 CX1717.The NAVD 88 height was computed by applying the VERTCON shift value to
 CX1717.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CX1717
 CX1717.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1717
 CX1717.The geoid height was determined by GEOID03.
 CX1717
 CX1717;                    North         East     Units Scale Factor Converg.
 CX1717;SPC NM C     -   150,861.669   450,372.015   MT  0.99993036   -0 16 56.1
 CX1717;SPC NM C     -   494,951.99  1,477,595.52   sFT  0.99993036   -0 16 56.1
 CX1717;UTM  13      - 3,581,684.670   332,769.622   MT  0.99994487   -0 57 05.4
 CX1717
 CX1717!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1717!SPC NM C     -   0.99980870  x   0.99993036  =   0.99973908
 CX1717!UTM  13      -   0.99980870  x   0.99994487  =   0.99975358
 CX1717
 CX1717:                Primary Azimuth Mark                     Grid Az
 CX1717:SPC NM C     -  3210635005                               320 14 48.3
 CX1717:UTM  13      -  3210635005                               320 54 57.6
 CX1717
 CX1717|---------------------------------------------------------------------|
 CX1717| PID    Reference Object                     Distance      Geod. Az  |
 CX1717|                                                           dddmmss.s |
 CX1717| CX1716 3210635005                          APPROX. 2.5 KM 3195752.2 |
 CX1717|---------------------------------------------------------------------|
 CX1717
 CX1717                          SUPERSEDED SURVEY CONTROL
 CX1717
 CX1717  NAD 83(1986)-  32 21 34.57907(N)    106 46 38.35135(W) AD(       ) 2
 CX1717  NAD 27      -  32 21 34.24506(N)    106 46 36.33271(W) AD(       ) 2
 CX1717  NGVD 29 (07/19/86) 1241.9    (m)         4074.     (f) VERT ANG       
 CX1717
 CX1717.Superseded values are not recommended for survey control.
 CX1717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1717.See file dsdata.txt to determine how the superseded data were derived.
 CX1717
 CX1717_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR3277081685(NAD 83)
 CX1717_MARKER: DD = SURVEY DISK
 CX1717_SETTING: 0 = UNSPECIFIED SETTING
 CX1717_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX1717
 CX1717  HISTORY     - Date     Condition        Report By
 CX1717  HISTORY     - 1973     MONUMENTED       NMHD
 CX1717
 CX1717                          STATION DESCRIPTION
 CX1717
 CX1717'DESCRIBED BY NM HIGHWAY DEPT 1973 (CWW)
 CX1717'THE STATION IS LOCATED IN DONA ANA COUNTY ALONG INTERSTATE 25 AND IS
 CX1717'ABOUT 3.4 MILES AIRLINE NORTH OF LAS CRUCES, NEW MEXICO.
 CX1717'
 CX1717'TO REACH FROM THE INTERSECTION OF I-25 AND U.S. 70, 82 WHICH LIES
 CX1717'NORTH-NORTHEAST OF LAS CRUCES GO NORTH ON INTERSTATE 25, 0.9 MILES
 CX1717'TO THE STATION ON THE RIGHT.  THE STATION IS 97 FEET EAST OF THE
 CX1717'CENTER OF THE NORTHBOUND LANE OF INTERSTATE 25.  THE STATION IS ON
 CX1717'A SHALLOW ROADWAY CUT ABOUT 5 FEET WEST OF THE RIGHT OF WAY FENCE.
 CX1717'
 CX1717'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION DISK
 CX1717'SET IN A CONCRETE MONUMENT PROJECTING ABOUT SIX INCHES ABOVE THE
 CX1717'GROUND AND STAMPED 3210635004, 1973.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1716 ***********************************************************************
 CX1716  DESIGNATION -  3210635005
 CX1716  PID         -  CX1716
 CX1716  STATE/COUNTY-  NM/DONA ANA
 CX1716  USGS QUAD   -  DONA ANA (1978)
 CX1716
 CX1716                         *CURRENT SURVEY CONTROL
 CX1716  ___________________________________________________________________
 CX1716* NAD 83(1992)-  32 22 36.22861(N)    106 47 39.39796(W)     ADJUSTED  
 CX1716* NAVD 88     -      1226.0    (meters)    4022.     (feet)  VERTCON   
 CX1716  ___________________________________________________________________
 CX1716  LAPLACE CORR-           2.53  (seconds)                    DEFLEC99
 CX1716  GEOID HEIGHT-         -23.86  (meters)                     GEOID03
 CX1716
 CX1716  HORZ ORDER  -  SECOND
 CX1716
 CX1716.The horizontal coordinates were established by classical geodetic methods
 CX1716.and adjusted by the National Geodetic Survey in December 1993..
 CX1716
 CX1716.The NAVD 88 height was computed by applying the VERTCON shift value to
 CX1716.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CX1716
 CX1716.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1716
 CX1716.The geoid height was determined by GEOID03.
 CX1716
 CX1716;                    North         East     Units Scale Factor Converg.
 CX1716;SPC NM C     -   152,768.757   448,785.728   MT  0.99993233   -0 17 29.2
 CX1716;SPC NM C     -   501,208.83  1,472,391.18   sFT  0.99993233   -0 17 29.2
 CX1716;UTM  13      - 3,583,610.193   331,205.698   MT  0.99995135   -0 57 39.7
 CX1716
 CX1716!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1716!SPC NM C     -   0.99981129  x   0.99993233  =   0.99974363
 CX1716!UTM  13      -   0.99981129  x   0.99995135  =   0.99976265
 CX1716
 CX1716:                Primary Azimuth Mark                     Grid Az
 CX1716:SPC NM C     -  3210635004                               140 14 48.8
 CX1716:UTM  13      -  3210635004                               140 54 59.3
 CX1716
 CX1716|---------------------------------------------------------------------|
 CX1716| PID    Reference Object                     Distance      Geod. Az  |
 CX1716|                                                           dddmmss.s |
 CX1716| CX1717 3210635004                          APPROX. 2.5 KM 1395719.6 |
 CX1716|---------------------------------------------------------------------|
 CX1716
 CX1716                          SUPERSEDED SURVEY CONTROL
 CX1716
 CX1716  NAD 83(1986)-  32 22 36.23566(N)    106 47 39.39852(W) AD(       ) 2
 CX1716  NAD 27      -  32 22 35.90347(N)    106 47 37.37749(W) AD(       ) 2
 CX1716  NGVD 29 (07/19/86) 1225.4    (m)         4020.     (f) VERT ANG       
 CX1716
 CX1716.Superseded values are not recommended for survey control.
 CX1716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1716.See file dsdata.txt to determine how the superseded data were derived.
 CX1716
 CX1716_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR3120683610(NAD 83)
 CX1716_MARKER: DD = SURVEY DISK
 CX1716_SETTING: 0 = UNSPECIFIED SETTING
 CX1716_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX1716
 CX1716  HISTORY     - Date     Condition        Report By
 CX1716  HISTORY     - 1973     MONUMENTED       NMHD
 CX1716
 CX1716                          STATION DESCRIPTION
 CX1716
 CX1716'DESCRIBED BY NM HIGHWAY DEPT 1973 (CWW)
 CX1716'THE STATION IS LOCATED IN DONA ANA COUNTY ALONG INTERSTATE 25 AND IS
 CX1716'ABOUT 4.7 MILES AIRLINE NORTH-NORTHWEST OF LAS CRUCES, NEW MEXICO.
 CX1716'
 CX1716'TO REACH FROM THE INTERSECTION OF I-25 AND U.S. 70, 82 WHICH LIES
 CX1716'NORTH-NORTHEAST OF LAS CRUCES GO NORTH ON INTERSTATE 25, 2.4 MILES
 CX1716'TO THE STATION ON THE RIGHT.  THE STATION IS 37 FEET EAST OF THE
 CX1716'CENTER OF THE NORTHBOUND LANE OF INTERSTATE 25.  IT IS BY A LARGE
 CX1716'HIGHWAY SIGN MARKED DONA ANA EXIT 1 MILE.
 CX1716'
 CX1716'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION DISK
 CX1716'SET IN A CONCRETE MONUMENT PROJECTING ABOUT SIX INCHES ABOVE THE
 CX1716'GROUND AND STAMPED 3210635005, 1973.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1715 ***********************************************************************
 CX1715  DESIGNATION -  3210635006
 CX1715  PID         -  CX1715
 CX1715  STATE/COUNTY-  NM/DONA ANA
 CX1715  USGS QUAD   -  DONA ANA (1978)
 CX1715
 CX1715                         *CURRENT SURVEY CONTROL
 CX1715  ___________________________________________________________________
 CX1715* NAD 83(1992)-  32 23 50.44820(N)    106 48 54.92500(W)     ADJUSTED  
 CX1715* NAVD 88     -      1218.2    (meters)    3997.     (feet)  VERTCON   
 CX1715  ___________________________________________________________________
 CX1715  LAPLACE CORR-           1.82  (seconds)                    DEFLEC99
 CX1715  GEOID HEIGHT-         -23.84  (meters)                     GEOID03
 CX1715
 CX1715  HORZ ORDER  -  SECOND
 CX1715
 CX1715.The horizontal coordinates were established by classical geodetic methods
 CX1715.and adjusted by the National Geodetic Survey in December 1993..
 CX1715
 CX1715.The NAVD 88 height was computed by applying the VERTCON shift value to
 CX1715.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CX1715
 CX1715.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1715
 CX1715.The geoid height was determined by GEOID03.
 CX1715
 CX1715;                    North         East     Units Scale Factor Converg.
 CX1715;SPC NM C     -   155,065.056   446,823.674   MT  0.99993486   -0 18 10.3
 CX1715;SPC NM C     -   508,742.60  1,465,954.00   sFT  0.99993486   -0 18 10.3
 CX1715;UTM  13      - 3,585,929.321   329,270.578   MT  0.99995945   -0 58 22.2
 CX1715
 CX1715!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1715!SPC NM C     -   0.99981251  x   0.99993486  =   0.99974739
 CX1715!UTM  13      -   0.99981251  x   0.99995945  =   0.99977197
 CX1715
 CX1715:                Primary Azimuth Mark                     Grid Az
 CX1715:SPC NM C     -  3210635007                               327 18 58.3
 CX1715:UTM  13      -  3210635007                               327 59 10.2
 CX1715
 CX1715|---------------------------------------------------------------------|
 CX1715| PID    Reference Object                     Distance      Geod. Az  |
 CX1715|                                                           dddmmss.s |
 CX1715| CX1714 3210635007                          APPROX. 2.1 KM 3270048.0 |
 CX1715|---------------------------------------------------------------------|
 CX1715
 CX1715                          SUPERSEDED SURVEY CONTROL
 CX1715
 CX1715  NAD 83(1986)-  32 23 50.45515(N)    106 48 54.92604(W) AD(       ) 2
 CX1715  NAD 27      -  32 23 50.12588(N)    106 48 52.90188(W) AD(       ) 2
 CX1715  NGVD 29 (07/19/86) 1217.6    (m)         3995.     (f) VERT ANG       
 CX1715
 CX1715.Superseded values are not recommended for survey control.
 CX1715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1715.See file dsdata.txt to determine how the superseded data were derived.
 CX1715
 CX1715_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR2927185929(NAD 83)
 CX1715_MARKER: DD = SURVEY DISK
 CX1715_SETTING: 0 = UNSPECIFIED SETTING
 CX1715_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX1715
 CX1715  HISTORY     - Date     Condition        Report By
 CX1715  HISTORY     - 1973     MONUMENTED       NMHD
 CX1715
 CX1715                          STATION DESCRIPTION
 CX1715
 CX1715'DESCRIBED BY NM HIGHWAY DEPT 1973 (CWW)
 CX1715'THE STATION IS LOCATED IN DONA ANA COUNTY ALONG INTERSTATE 25 AND IS
 CX1715'ABOUT 6.4 MILES AIRLINE NORTH-NORTHWEST OF LAS CRUCES, NEW MEXICO.
 CX1715'
 CX1715'TO REACH FROM THE INTERSECTION OF I-25 AND U.S. 70, 82 WHICH LIES
 CX1715'NORTH-NORTHEAST OF LAS CRUCES GO NORTH ON INTERSTATE 25, 4.25 MILES
 CX1715'TO THE STATION ON THE LEFT.  THE STATION IS 72 FEET WEST OF THE
 CX1715'CENTER OF THE SOUTHBOUND LANE OF I-25 AND IS ACROSS THE HIGHWAY FROM
 CX1715'A HIGHWAY SIGN MARKED T. OR C. 69 MILES.
 CX1715'
 CX1715'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION DISK
 CX1715'SET IN A CONCRETE MONUMENT PROJECTING ABOUT SIX INCHES ABOVE THE
 CX1715'GROUND AND STAMPED 3210635006, 1973.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1714 ***********************************************************************
 CX1714  DESIGNATION -  3210635007
 CX1714  PID         -  CX1714
 CX1714  STATE/COUNTY-  NM/DONA ANA
 CX1714  USGS QUAD   -  DONA ANA (1978)
 CX1714
 CX1714                         *CURRENT SURVEY CONTROL
 CX1714  ___________________________________________________________________
 CX1714* NAD 83(1992)-  32 24 48.91496(N)    106 49 39.66480(W)     ADJUSTED  
 CX1714* NAVD 88     -      1222.2    (meters)    4010.     (feet)  VERTCON   
 CX1714  ___________________________________________________________________
 CX1714  LAPLACE CORR-           1.52  (seconds)                    DEFLEC99
 CX1714  GEOID HEIGHT-         -23.82  (meters)                     GEOID03
 CX1714
 CX1714  HORZ ORDER  -  SECOND
 CX1714
 CX1714.The horizontal coordinates were established by classical geodetic methods
 CX1714.and adjusted by the National Geodetic Survey in December 1993..
 CX1714
 CX1714.The NAVD 88 height was computed by applying the VERTCON shift value to
 CX1714.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CX1714
 CX1714.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1714
 CX1714.The geoid height was determined by GEOID03.
 CX1714
 CX1714;                    North         East     Units Scale Factor Converg.
 CX1714;SPC NM C     -   156,872.166   445,664.255   MT  0.99993640   -0 18 34.8
 CX1714;SPC NM C     -   514,671.43  1,462,150.14   sFT  0.99993640   -0 18 34.8
 CX1714;UTM  13      - 3,587,749.915   328,132.344   MT  0.99996426   -0 58 47.7
 CX1714
 CX1714!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1714!SPC NM C     -   0.99981188  x   0.99993640  =   0.99974829
 CX1714!UTM  13      -   0.99981188  x   0.99996426  =   0.99977615
 CX1714
 CX1714:                Primary Azimuth Mark                     Grid Az
 CX1714:SPC NM C     -  3210635008                               314 25 27.0
 CX1714:UTM  13      -  3210635008                               315 05 39.9
 CX1714
 CX1714|---------------------------------------------------------------------|
 CX1714| PID    Reference Object                     Distance      Geod. Az  |
 CX1714|                                                           dddmmss.s |
 CX1714| CX1713 3210635008                          APPROX. 2.0 KM 3140652.2 |
 CX1714|---------------------------------------------------------------------|
 CX1714
 CX1714                          SUPERSEDED SURVEY CONTROL
 CX1714
 CX1714  NAD 83(1986)-  32 24 48.92184(N)    106 49 39.66618(W) AD(       ) 2
 CX1714  NAD 27      -  32 24 48.59495(N)    106 49 37.63975(W) AD(       ) 2
 CX1714  NGVD 29 (07/19/86) 1221.6    (m)         4008.     (f) VERT ANG       
 CX1714
 CX1714.Superseded values are not recommended for survey control.
 CX1714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1714.See file dsdata.txt to determine how the superseded data were derived.
 CX1714
 CX1714_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR2813287750(NAD 83)
 CX1714_MARKER: DD = SURVEY DISK
 CX1714_SETTING: 0 = UNSPECIFIED SETTING
 CX1714_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX1714
 CX1714  HISTORY     - Date     Condition        Report By
 CX1714  HISTORY     - 1973     MONUMENTED       NMHD
 CX1714
 CX1714                          STATION DESCRIPTION
 CX1714
 CX1714'DESCRIBED BY NM HIGHWAY DEPT 1973 (CWW)
 CX1714'THE STATION IS LOCATED IN DONA ANA COUNTY ALONG INTERSTATE 25 AND IS
 CX1714'ABOUT 7.7 MILES AIRLINE NORTH-NORTHWEST OF LAS CRUCES, NEW MEXICO.
 CX1714'
 CX1714'TO REACH FROM THE INTERSECTION OF I-25 AND U.S. 70, 82 WHICH LIES
 CX1714'NORTH-NORTHEAST OF LAS CRUCES GO NORTH ON INTERSTATE 25, 5.55 MILES
 CX1714'TO THE STATION ON THE RIGHT.  THE STATION IS 112 FEET EAST OF THE
 CX1714'CENTER OF THE NORTHBOUND LANE OF I-25 AND IS ABOUT 5 FEET EAST OF
 CX1714'THE RIGHT OF WAY FENCE.
 CX1714'
 CX1714'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION DISK
 CX1714'SET IN A CONCRETE MONUMENT PROJECTING ABOUT SIX INCHES ABOVE THE
 CX1714'GROUND AND STAMPED 3210635007, 1973.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1713 ***********************************************************************
 CX1713  DESIGNATION -  3210635008
 CX1713  PID         -  CX1713
 CX1713  STATE/COUNTY-  NM/DONA ANA
 CX1713  USGS QUAD   -  DONA ANA (1978)
 CX1713
 CX1713                         *CURRENT SURVEY CONTROL
 CX1713  ___________________________________________________________________
 CX1713* NAD 83(1992)-  32 25 34.80438(N)    106 50 35.47400(W)     ADJUSTED  
 CX1713* NAVD 88     -      1234.6    (meters)    4051.     (feet)  VERTCON   
 CX1713  ___________________________________________________________________
 CX1713  LAPLACE CORR-           1.23  (seconds)                    DEFLEC99
 CX1713  GEOID HEIGHT-         -23.80  (meters)                     GEOID03
 CX1713
 CX1713  HORZ ORDER  -  SECOND
 CX1713
 CX1713.The horizontal coordinates were established by classical geodetic methods
 CX1713.and adjusted by the National Geodetic Survey in December 1993..
 CX1713
 CX1713.The NAVD 88 height was computed by applying the VERTCON shift value to
 CX1713.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CX1713
 CX1713.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1713
 CX1713.The geoid height was determined by GEOID03.
 CX1713
 CX1713;                    North         East     Units Scale Factor Converg.
 CX1713;SPC NM C     -   158,293.618   444,213.942   MT  0.99993836   -0 19 05.1
 CX1713;SPC NM C     -   519,334.98  1,457,391.91   sFT  0.99993836   -0 19 05.1
 CX1713;UTM  13      - 3,589,188.282   326,698.719   MT  0.99997036   -0 59 18.9
 CX1713
 CX1713!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1713!SPC NM C     -   0.99980993  x   0.99993836  =   0.99974831
 CX1713!UTM  13      -   0.99980993  x   0.99997036  =   0.99978030
 CX1713
 CX1713:                Primary Azimuth Mark                     Grid Az
 CX1713:SPC NM C     -  3210635009                               312 29 48.4
 CX1713:UTM  13      -  3210635009                               313 10 02.2
 CX1713
 CX1713|---------------------------------------------------------------------|
 CX1713| PID    Reference Object                     Distance      Geod. Az  |
 CX1713|                                                           dddmmss.s |
 CX1713| CX1712 3210635009                          APPROX. 2.9 KM 3121043.3 |
 CX1713|---------------------------------------------------------------------|
 CX1713
 CX1713                          SUPERSEDED SURVEY CONTROL
 CX1713
 CX1713  NAD 83(1986)-  32 25 34.81115(N)    106 50 35.47568(W) AD(       ) 2
 CX1713  NAD 27      -  32 25 34.48612(N)    106 50 33.44636(W) AD(       ) 2
 CX1713  NGVD 29 (07/19/86) 1234.0    (m)         4049.     (f) VERT ANG       
 CX1713
 CX1713.Superseded values are not recommended for survey control.
 CX1713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1713.See file dsdata.txt to determine how the superseded data were derived.
 CX1713
 CX1713_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR2669989188(NAD 83)
 CX1713_MARKER: DD = SURVEY DISK
 CX1713_SETTING: 0 = UNSPECIFIED SETTING
 CX1713_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX1713
 CX1713  HISTORY     - Date     Condition        Report By
 CX1713  HISTORY     - 1973     MONUMENTED       NMHD
 CX1713
 CX1713                          STATION DESCRIPTION
 CX1713
 CX1713'DESCRIBED BY NM HIGHWAY DEPT 1973 (CWW)
 CX1713'THE STATION IS LOCATED IN DONA ANA COUNTY ALONG INTERSTATE 25 AND IS
 CX1713'ABOUT 8.9 MILES AIRLINE NORTH-NORTHWEST OF LAS CRUCES, NEW MEXICO.
 CX1713'
 CX1713'TO REACH FROM THE INTERSECTION OF I-25 AND U.S. 70, 82 WHICH LIES
 CX1713'NORTH-NORTHEAST OF LAS CRUCES GO NORTH ON INTERSTATE 25, 6.75 MILES
 CX1713'TO THE STATION ON THE RIGHT.  THE STATION IS 100 FEET EAST OF THE
 CX1713'CENTER OF THE NORTHBOUND LANE OF INTERSTATE 25 ON A SHALLOW
 CX1713'HIGHWAY CUT.
 CX1713'
 CX1713'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION DISK
 CX1713'SET IN A CONCRETE MONUMENT PROJECTING ABOUT SIX INCHES ABOVE THE
 CX1713'GROUND AND STAMPED 3210635008, 1973.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1712 ***********************************************************************
 CX1712  DESIGNATION -  3210635009
 CX1712  PID         -  CX1712
 CX1712  STATE/COUNTY-  NM/DONA ANA
 CX1712  USGS QUAD   -  DONA ANA (1978)
 CX1712
 CX1712                         *CURRENT SURVEY CONTROL
 CX1712  ___________________________________________________________________
 CX1712* NAD 83(1992)-  32 26 37.49056(N)    106 51 57.07238(W)     ADJUSTED  
 CX1712* NAVD 88     -      1222.4    (meters)    4010.     (feet)  VERTCON   
 CX1712  ___________________________________________________________________
 CX1712  LAPLACE CORR-           0.81  (seconds)                    DEFLEC99
 CX1712  GEOID HEIGHT-         -23.78  (meters)                     GEOID03
 CX1712
 CX1712  HORZ ORDER  -  SECOND
 CX1712
 CX1712.The horizontal coordinates were established by classical geodetic methods
 CX1712.and adjusted by the National Geodetic Survey in December 1993..
 CX1712
 CX1712.The NAVD 88 height was computed by applying the VERTCON shift value to
 CX1712.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CX1712
 CX1712.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1712
 CX1712.The geoid height was determined by GEOID03.
 CX1712
 CX1712;                    North         East     Units Scale Factor Converg.
 CX1712;SPC NM C     -   160,236.519   442,093.404   MT  0.99994134   -0 19 49.4
 CX1712;SPC NM C     -   525,709.31  1,450,434.78   sFT  0.99994134   -0 19 49.4
 CX1712;UTM  13      - 3,591,155.940   324,600.994   MT  0.99997938   -1 00 04.4
 CX1712
 CX1712!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1712!SPC NM C     -   0.99981185  x   0.99994134  =   0.99975320
 CX1712!UTM  13      -   0.99981185  x   0.99997938  =   0.99979123
 CX1712
 CX1712:                Primary Azimuth Mark                     Grid Az
 CX1712:SPC NM C     -  3210635010                               325 17 57.5
 CX1712:UTM  13      -  3210635010                               325 58 12.5
 CX1712
 CX1712|---------------------------------------------------------------------|
 CX1712| PID    Reference Object                     Distance      Geod. Az  |
 CX1712|                                                           dddmmss.s |
 CX1712| CX1734 3210635010                          APPROX. 1.8 KM 3245808.1 |
 CX1712|---------------------------------------------------------------------|
 CX1712
 CX1712                          SUPERSEDED SURVEY CONTROL
 CX1712
 CX1712  NAD 83(1986)-  32 26 37.49718(N)    106 51 57.07449(W) AD(       ) 2
 CX1712  NAD 27      -  32 26 37.17527(N)    106 51 55.04169(W) AD(       ) 2
 CX1712  NGVD 29 (07/19/86) 1221.8    (m)         4009.     (f) VERT ANG       
 CX1712
 CX1712.Superseded values are not recommended for survey control.
 CX1712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1712.See file dsdata.txt to determine how the superseded data were derived.
 CX1712
 CX1712_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR2460191156(NAD 83)
 CX1712_MARKER: DD = SURVEY DISK
 CX1712_SETTING: 0 = UNSPECIFIED SETTING
 CX1712_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX1712
 CX1712  HISTORY     - Date     Condition        Report By
 CX1712  HISTORY     - 1973     MONUMENTED       NMHD
 CX1712
 CX1712                          STATION DESCRIPTION
 CX1712
 CX1712'DESCRIBED BY NM HIGHWAY DEPT 1973 (CWW)
 CX1712'THE STATION IS LOCATED IN DONA ANA COUNTY ALONG INTERSTATE 25 AND IS
 CX1712'ABOUT 10.6 MILES AIRLINE NORTH-NORTHWEST OF LAS CRUCES, NEW MEXICO.
 CX1712'
 CX1712'TO REACH FROM THE INTERSECTION OF I-25 AND U.S. 70, 82 WHICH LIES
 CX1712'NORTH-NORTHEAST OF LAS CRUCES GO NORTH ON INTERSTATE 25, 8.55 MILES
 CX1712'TO THE STATION ON THE LEFT.  THE STATION IS 148 FEET WEST OF THE
 CX1712'CENTER OF THE SOUTHBOUND LANE OF INTERSTATE 25 ON A SHALLOW
 CX1712'HIGHWAY CUT AND IS 5 FEET WEST OF THE RIGHT OF WAY FENCE.
 CX1712'
 CX1712'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION DISK
 CX1712'SET IN A CONCRETE MONUMENT PROJECTING ABOUT SIX INCHES ABOVE THE
 CX1712'GROUND AND STAMPED 3210635009, 1973.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1734 ***********************************************************************
 CX1734  DESIGNATION -  3210635010
 CX1734  PID         -  CX1734
 CX1734  STATE/COUNTY-  NM/DONA ANA
 CX1734  USGS QUAD   -  LEASBURG (1994)
 CX1734
 CX1734                         *CURRENT SURVEY CONTROL
 CX1734  ___________________________________________________________________
 CX1734* NAD 83(1992)-  32 27 26.35165(N)    106 52 37.47342(W)     ADJUSTED  
 CX1734* NAVD 88     -      1228.9    (meters)    4032.     (feet)  VERTCON   
 CX1734  ___________________________________________________________________
 CX1734  LAPLACE CORR-           0.64  (seconds)                    DEFLEC99
 CX1734  GEOID HEIGHT-         -23.77  (meters)                     GEOID03
 CX1734
 CX1734  HORZ ORDER  -  SECOND
 CX1734
 CX1734.The horizontal coordinates were established by classical geodetic methods
 CX1734.and adjusted by the National Geodetic Survey in December 1993..
 CX1734
 CX1734.The NAVD 88 height was computed by applying the VERTCON shift value to
 CX1734.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CX1734
 CX1734.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1734
 CX1734.The geoid height was determined by GEOID03.
 CX1734
 CX1734;                    North         East     Units Scale Factor Converg.
 CX1734;SPC NM C     -   161,747.669   441,047.010   MT  0.99994284   -0 20 11.6
 CX1734;SPC NM C     -   530,667.14  1,447,001.73   sFT  0.99994284   -0 20 11.6
 CX1734;UTM  13      - 3,592,679.300   323,572.328   MT  0.99998385   -1 00 27.5
 CX1734
 CX1734!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1734!SPC NM C     -   0.99981082  x   0.99994284  =   0.99975368
 CX1734!UTM  13      -   0.99981082  x   0.99998385  =   0.99979468
 CX1734
 CX1734:                Primary Azimuth Mark                     Grid Az
 CX1734:SPC NM C     -  3210635011                               327 19 11.5
 CX1734:UTM  13      -  3210635011                               327 59 27.4
 CX1734
 CX1734|---------------------------------------------------------------------|
 CX1734| PID    Reference Object                     Distance      Geod. Az  |
 CX1734|                                                           dddmmss.s |
 CX1734| CX1733 3210635011                          APPROX. 3.2 KM 3265859.9 |
 CX1734|---------------------------------------------------------------------|
 CX1734
 CX1734                          SUPERSEDED SURVEY CONTROL
 CX1734
 CX1734  NAD 83(1986)-  32 27 26.35821(N)    106 52 37.47580(W) AD(       ) 2
 CX1734  NAD 27      -  32 27 26.03831(N)    106 52 35.44100(W) AD(       ) 2
 CX1734  NGVD 29 (07/19/86) 1228.3    (m)         4030.     (f) VERT ANG       
 CX1734
 CX1734.Superseded values are not recommended for survey control.
 CX1734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1734.See file dsdata.txt to determine how the superseded data were derived.
 CX1734
 CX1734_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR2357292679(NAD 83)
 CX1734_MARKER: DD = SURVEY DISK
 CX1734_SETTING: 0 = UNSPECIFIED SETTING
 CX1734_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX1734
 CX1734  HISTORY     - Date     Condition        Report By
 CX1734  HISTORY     - 1973     MONUMENTED       NMHD
 CX1734
 CX1734                          STATION DESCRIPTION
 CX1734
 CX1734'DESCRIBED BY NM HIGHWAY DEPT 1973 (CWW)
 CX1734'THE STATION IS LOCATED IN DONA ANA COUNTY ALONG INTERSTATE 25 AND IS
 CX1734'ABOUT 11.7 MILES AIRLINE NORTH-NORTHWEST OF LAS CRUCES, NEW MEXICO.
 CX1734'
 CX1734'TO REACH FROM THE INTERSECTION OF I-25 AND U.S. 70, 82 WHICH LIES
 CX1734'NORTH-NORTHEAST OF LAS CRUCES GO NORTH ON INTERSTATE 25, 9.65 MILES
 CX1734'TO THE STATION ON THE RIGHT.  THE STATION IS 117 FEET EAST OF THE
 CX1734'CENTER OF THE NORTHBOUND LANE OF INTERSTATE 25.  IT IS ON A
 CX1734'SHALLOW HIGHWAY CUT AT THE RIGHT OF WAY FENCE.
 CX1734'
 CX1734'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION DISK
 CX1734'SET IN A CONCRETE MONUMENT PROJECTING ABOUT SIX INCHES ABOVE THE
 CX1734'GROUND AND STAMPED 3210635010, 1973.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1733 ***********************************************************************
 CX1733  DESIGNATION -  3210635011
 CX1733  PID         -  CX1733
 CX1733  STATE/COUNTY-  NM/DONA ANA
 CX1733  USGS QUAD   -  LEASBURG (1994)
 CX1733
 CX1733                         *CURRENT SURVEY CONTROL
 CX1733  ___________________________________________________________________
 CX1733* NAD 83(1992)-  32 28 53.17611(N)    106 53 44.04109(W)     ADJUSTED  
 CX1733* NAVD 88     -      1224.7    (meters)    4018.     (feet)  VERTCON   
 CX1733  ___________________________________________________________________
 CX1733  LAPLACE CORR-           0.84  (seconds)                    DEFLEC99
 CX1733  GEOID HEIGHT-         -23.77  (meters)                     GEOID03
 CX1733
 CX1733  HORZ ORDER  -  SECOND
 CX1733
 CX1733.The horizontal coordinates were established by classical geodetic methods
 CX1733.and adjusted by the National Geodetic Survey in December 1993..
 CX1733
 CX1733.The NAVD 88 height was computed by applying the VERTCON shift value to
 CX1733.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CX1733
 CX1733.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1733
 CX1733.The geoid height was determined by GEOID03.
 CX1733
 CX1733;                    North         East     Units Scale Factor Converg.
 CX1733;SPC NM C     -   164,432.393   439,324.770   MT  0.99994538   -0 20 48.1
 CX1733;SPC NM C     -   539,475.28  1,441,351.35   sFT  0.99994538   -0 20 48.1
 CX1733;UTM  13      - 3,595,384.135   321,881.587   MT  0.99999124   -1 01 05.7
 CX1733
 CX1733!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1733!SPC NM C     -   0.99981148  x   0.99994538  =   0.99975687
 CX1733!UTM  13      -   0.99981148  x   0.99999124  =   0.99980273
 CX1733
 CX1733:                Primary Azimuth Mark                     Grid Az
 CX1733:SPC NM C     -  3210635012                               342 41 46.8
 CX1733:UTM  13      -  3210635012                               343 22 04.4
 CX1733
 CX1733|---------------------------------------------------------------------|
 CX1733| PID    Reference Object                     Distance      Geod. Az  |
 CX1733|                                                           dddmmss.s |
 CX1733| CX1732 3210635012                          APPROX. 1.7 KM 3422058.7 |
 CX1733|---------------------------------------------------------------------|
 CX1733
 CX1733                          SUPERSEDED SURVEY CONTROL
 CX1733
 CX1733  NAD 83(1986)-  32 28 53.18264(N)    106 53 44.04404(W) AD(       ) 2
 CX1733  NAD 27      -  32 28 52.86569(N)    106 53 42.00584(W) AD(       ) 2
 CX1733  NGVD 29 (07/19/86) 1224.1    (m)         4016.     (f) VERT ANG       
 CX1733
 CX1733.Superseded values are not recommended for survey control.
 CX1733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1733.See file dsdata.txt to determine how the superseded data were derived.
 CX1733
 CX1733_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR2188295384(NAD 83)
 CX1733_MARKER: DD = SURVEY DISK
 CX1733_SETTING: 0 = UNSPECIFIED SETTING
 CX1733_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX1733
 CX1733  HISTORY     - Date     Condition        Report By
 CX1733  HISTORY     - 1973     MONUMENTED       NMHD
 CX1733
 CX1733                          STATION DESCRIPTION
 CX1733
 CX1733'DESCRIBED BY NM HIGHWAY DEPT 1973 (CWW)
 CX1733'THE STATION IS LOCATED IN DONA ANA COUNTY ALONG INTERSTATE 25 AND IS
 CX1733'ABOUT 13.7 MILES AIRLINE NORTHWEST OF LAS CRUCES, NEW MEXICO.
 CX1733'
 CX1733'TO REACH FROM THE INTERSECTION OF I-25 AND U.S. 70.82 WHICH LIES
 CX1733'NORTH-NORTHEAST OF LAS CRUCES GO NORTH ON INTERSTATE 25, 11.6 MILES
 CX1733'TO THE STATION ON THE LEFT.  THE STATION IS 150 FEET WEST OF THE
 CX1733'CENTER OF THE SOUTHBOUND LANE OF INTERSTATE 25.  IT IS ON A
 CX1733'SHALLOW HIGHWAY CUT 6 FEET WEST OF THE RIGHT OF WAY FENCE UNDER A
 CX1733'SIGN MARKED CABALLERO MOTEL.
 CX1733'
 CX1733'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION DISK
 CX1733'SET IN A CONCRETE MONUMENT PROJECTING ABOUT SIX INCHES ABOVE THE
 CX1733'GROUND AND STAMPED 3210635011, 1973.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1732 ***********************************************************************
 CX1732  DESIGNATION -  3210635012
 CX1732  PID         -  CX1732
 CX1732  STATE/COUNTY-  NM/DONA ANA
 CX1732  USGS QUAD   -  LEASBURG (1994)
 CX1732
 CX1732                         *CURRENT SURVEY CONTROL
 CX1732  ___________________________________________________________________
 CX1732* NAD 83(1992)-  32 29 47.08672(N)    106 54 04.28225(W)     ADJUSTED  
 CX1732* NAVD 88     -      1244.3    (meters)    4082.     (feet)  VERTCON   
 CX1732  ___________________________________________________________________
 CX1732  LAPLACE CORR-           1.06  (seconds)                    DEFLEC99
 CX1732  GEOID HEIGHT-         -23.77  (meters)                     GEOID03
 CX1732
 CX1732  HORZ ORDER  -  SECOND
 CX1732
 CX1732.The horizontal coordinates were established by classical geodetic methods
 CX1732.and adjusted by the National Geodetic Survey in December 1993..
 CX1732
 CX1732.The NAVD 88 height was computed by applying the VERTCON shift value to
 CX1732.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CX1732
 CX1732.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1732
 CX1732.The geoid height was determined by GEOID03.
 CX1732
 CX1732;                    North         East     Units Scale Factor Converg.
 CX1732;SPC NM C     -   166,096.161   438,806.449   MT  0.99994616   -0 20 59.5
 CX1732;SPC NM C     -   544,933.82  1,439,650.82   sFT  0.99994616   -0 20 59.5
 CX1732;UTM  13      - 3,597,053.944   321,382.782   MT  0.99999343   -1 01 18.0
 CX1732
 CX1732!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1732!SPC NM C     -   0.99980839  x   0.99994616  =   0.99975456
 CX1732!UTM  13      -   0.99980839  x   0.99999343  =   0.99980183
 CX1732
 CX1732:                Primary Azimuth Mark                     Grid Az
 CX1732:SPC NM C     -  3210645001                               346 10 08.5
 CX1732:UTM  13      -  3210645001                               346 50 27.0
 CX1732
 CX1732|---------------------------------------------------------------------|
 CX1732| PID    Reference Object                     Distance      Geod. Az  |
 CX1732|                                                           dddmmss.s |
 CX1732| CX1748 3210645001                          APPROX. 2.5 KM 3454909.0 |
 CX1732|---------------------------------------------------------------------|
 CX1732
 CX1732                          SUPERSEDED SURVEY CONTROL
 CX1732
 CX1732  NAD 83(1986)-  32 29 47.09325(N)    106 54 04.28549(W) AD(       ) 2
 CX1732  NAD 27      -  32 29 46.77801(N)    106 54 02.24592(W) AD(       ) 2
 CX1732  NGVD 29 (07/19/86) 1243.8    (m)         4081.     (f) VERT ANG       
 CX1732
 CX1732.Superseded values are not recommended for survey control.
 CX1732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1732.See file dsdata.txt to determine how the superseded data were derived.
 CX1732
 CX1732_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR2138397054(NAD 83)
 CX1732_MARKER: DD = SURVEY DISK
 CX1732_SETTING: 0 = UNSPECIFIED SETTING
 CX1732_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX1732
 CX1732  HISTORY     - Date     Condition        Report By
 CX1732  HISTORY     - 1973     MONUMENTED       NMHD
 CX1732
 CX1732                          STATION DESCRIPTION
 CX1732
 CX1732'DESCRIBED BY NM HIGHWAY DEPT 1973 (CWW)
 CX1732'THE STATION IS LOCATED IN DONA ANA COUNTY ALONG INTERSTATE 25 AND IS
 CX1732'ABOUT 14.7 MILES AIRLINE NORTHWEST OF LAS CRUCES, NEW MEXICO.
 CX1732'
 CX1732'TO REACH FROM THE INTERSECTION OF I-25 AND U.S. 70.82 WHICH LIES
 CX1732'NORTH-NORTHEAST OF LAS CRUCES GO NORTH ON INTERSTATE 25, 12.65
 CX1732'MILES TO THE FORT SELDON INTERCHANGE.
 CX1732'LEAVE THE INTERSTATE ON THE OFF RAMP AND CROSS THE CROSSROAD.  THE
 CX1732'STATION IS ON THE LEFT IN THE CURVE OF A CONCRETE CURB AND IS
 CX1732'ABOUT 75 FEET EAST OF THE OVERPASS BRIDGE.
 CX1732'
 CX1732'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION DISK
 CX1732'SET IN A CONCRETE MONUMENT PROJECTING ABOUT SIX INCHES ABOVE THE
 CX1732'GROUND AND STAMPED 3210635012, 1973.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1730 ***********************************************************************
 CX1730  DESIGNATION -  3210635013
 CX1730  PID         -  CX1730
 CX1730  STATE/COUNTY-  NM/DONA ANA
 CX1730  USGS QUAD   -  PICACHO MOUNTAIN (1994)
 CX1730
 CX1730                         *CURRENT SURVEY CONTROL
 CX1730  ___________________________________________________________________
 CX1730* NAD 83(1992)-  32 15 55.16696(N)    106 58 37.52670(W)     ADJUSTED  
 CX1730* NAVD 88     -      1351.9    (meters)    4435.     (feet)  VERTCON   
 CX1730  ___________________________________________________________________
 CX1730  LAPLACE CORR-          -0.45  (seconds)                    DEFLEC99
 CX1730  GEOID HEIGHT-         -24.05  (meters)                     GEOID03
 CX1730
 CX1730  HORZ ORDER  -  SECOND
 CX1730
 CX1730.The horizontal coordinates were established by classical geodetic methods
 CX1730.and adjusted by the National Geodetic Survey in December 1993..
 CX1730
 CX1730.The NAVD 88 height was computed by applying the VERTCON shift value to
 CX1730.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CX1730
 CX1730.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1730
 CX1730.The geoid height was determined by GEOID03.
 CX1730
 CX1730;                    North         East     Units Scale Factor Converg.
 CX1730;SPC NM C     -   140,517.683   431,499.549   MT  0.99995785   -0 23 17.4
 CX1730;SPC NM C     -   461,015.10  1,415,678.10   sFT  0.99995785   -0 23 17.4
 CX1730;UTM  13      - 3,571,561.125   313,776.968   MT  1.00002767   -1 03 20.7
 CX1730
 CX1730!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1730!SPC NM C     -   0.99979155  x   0.99995785  =   0.99974941
 CX1730!UTM  13      -   0.99979155  x   1.00002767  =   0.99981921
 CX1730
 CX1730:                Primary Azimuth Mark                     Grid Az
 CX1730:SPC NM C     -  3210635014                               082 39 59.7
 CX1730:UTM  13      -  3210635014                               083 20 03.0
 CX1730
 CX1730|---------------------------------------------------------------------|
 CX1730| PID    Reference Object                     Distance      Geod. Az  |
 CX1730|                                                           dddmmss.s |
 CX1730| CX1729 3210635014                          APPROX. 3.1 KM 0821642.3 |
 CX1730|---------------------------------------------------------------------|
 CX1730
 CX1730                          SUPERSEDED SURVEY CONTROL
 CX1730
 CX1730  NAD 83(1986)-  32 15 55.17325(N)    106 58 37.52700(W) AD(       ) 2
 CX1730  NAD 27      -  32 15 54.83557(N)    106 58 35.49440(W) AD(       ) 2
 CX1730  NGVD 29 (07/19/86) 1351.3    (m)         4433.     (f) VERT ANG       
 CX1730
 CX1730.Superseded values are not recommended for survey control.
 CX1730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1730.See file dsdata.txt to determine how the superseded data were derived.
 CX1730
 CX1730_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR1377771561(NAD 83)
 CX1730_MARKER: DD = SURVEY DISK
 CX1730_SETTING: 0 = UNSPECIFIED SETTING
 CX1730_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX1730
 CX1730  HISTORY     - Date     Condition        Report By
 CX1730  HISTORY     - 1975     MONUMENTED       NMHD
 CX1730
 CX1730                          STATION DESCRIPTION
 CX1730
 CX1730'DESCRIBED BY NM HIGHWAY DEPT 1975 (CWW)
 CX1730'THE STATION IS IN DONA ANA COUNTY, NEW MEXICO, ALONG INTERSTATE
 CX1730'10, IT IS 12.8 AIRMILES WEST-SOUTHWEST OF LAS CRUCES, NEW
 CX1730'MEXICO 1.9 MILES EAST OF EXIT 127 AND 5.8 MILES WEST OF EXIT 135.
 CX1730'
 CX1730'THE STATION IS AT MILEPOST 128.95
 CX1730'
 CX1730'TO REACH FROM EXIT 140 (I-10 AND NM-128) WHICH IS
 CX1730'WEST-SOUTHWEST OF LAS CRUCES.  GO WESTERLY ON I-10 11.55 MILES
 CX1730'TO THE STATION ON THE LEFT.  STATION IS 78 FEET SOUTH OF THE
 CX1730'CENTER OF THE EAST BOUND LANE AND 5 FEET NORTH OF THE SOUTH
 CX1730'RIGHT OF WAY FENCE.
 CX1730'
 CX1730'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 CX1730'DISK, SET IN A CONCRETE POST PROJECTING ABOUT SIX INCHES ABOVE
 CX1730'THE GROUND AND STAMPED 3210635013,1975.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1729 ***********************************************************************
 CX1729  DESIGNATION -  3210635014
 CX1729  PID         -  CX1729
 CX1729  STATE/COUNTY-  NM/DONA ANA
 CX1729  USGS QUAD   -  PICACHO MOUNTAIN (1994)
 CX1729
 CX1729                         *CURRENT SURVEY CONTROL
 CX1729  ___________________________________________________________________
 CX1729* NAD 83(1992)-  32 16 08.76013(N)    106 56 39.39667(W)     ADJUSTED  
 CX1729* NAVD 88     -      1349.5    (meters)    4427.     (feet)  VERTCON   
 CX1729  ___________________________________________________________________
 CX1729  LAPLACE CORR-          -0.67  (seconds)                    DEFLEC99
 CX1729  GEOID HEIGHT-         -24.06  (meters)                     GEOID03
 CX1729
 CX1729  HORZ ORDER  -  SECOND
 CX1729
 CX1729.The horizontal coordinates were established by classical geodetic methods
 CX1729.and adjusted by the National Geodetic Survey in December 1993..
 CX1729
 CX1729.The NAVD 88 height was computed by applying the VERTCON shift value to
 CX1729.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CX1729
 CX1729.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1729
 CX1729.The geoid height was determined by GEOID03.
 CX1729
 CX1729;                    North         East     Units Scale Factor Converg.
 CX1729;SPC NM C     -   140,915.895   434,593.778   MT  0.99995274   -0 22 14.5
 CX1729;SPC NM C     -   462,321.57  1,425,829.75   sFT  0.99995274   -0 22 14.5
 CX1729;UTM  13      - 3,571,923.281   316,875.829   MT  1.00001356   -1 02 18.0
 CX1729
 CX1729!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1729!SPC NM C     -   0.99979193  x   0.99995274  =   0.99974468
 CX1729!UTM  13      -   0.99979193  x   1.00001356  =   0.99980549
 CX1729
 CX1729:                Primary Azimuth Mark                     Grid Az
 CX1729:SPC NM C     -  3210635015                               081 50 31.4
 CX1729:UTM  13      -  3210635015                               082 30 34.9
 CX1729
 CX1729|---------------------------------------------------------------------|
 CX1729| PID    Reference Object                     Distance      Geod. Az  |
 CX1729|                                                           dddmmss.s |
 CX1729| CX1728 3210635015                          APPROX. 2.6 KM 0812816.9 |
 CX1729|---------------------------------------------------------------------|
 CX1729
 CX1729                          SUPERSEDED SURVEY CONTROL
 CX1729
 CX1729  NAD 83(1986)-  32 16 08.76745(N)    106 56 39.39720(W) AD(       ) 2
 CX1729  NAD 27      -  32 16 08.42887(N)    106 56 37.36775(W) AD(       ) 2
 CX1729  NGVD 29 (07/19/86) 1348.9    (m)         4426.     (f) VERT ANG       
 CX1729
 CX1729.Superseded values are not recommended for survey control.
 CX1729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1729.See file dsdata.txt to determine how the superseded data were derived.
 CX1729
 CX1729_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR1687671923(NAD 83)
 CX1729_MARKER: DD = SURVEY DISK
 CX1729_SETTING: 0 = UNSPECIFIED SETTING
 CX1729_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX1729
 CX1729  HISTORY     - Date     Condition        Report By
 CX1729  HISTORY     - 1975     MONUMENTED       NMHD
 CX1729
 CX1729                          STATION DESCRIPTION
 CX1729
 CX1729'DESCRIBED BY NM HIGHWAY DEPT 1975 (CWW)
 CX1729'THE STATION IS IN DONA ANA COUNTY, NEW MEXICO, ALONG INTERSTATE
 CX1729'10, IT IS 10.9 AIRMILES WEST-SOUTHWEST OF LAS CRUCES, NEW
 CX1729'MEXICO 3.9 MILES EAST OF EXIT 127 AND 3.9 MILES WEST OF EXIT 135.
 CX1729'
 CX1729'THE STATION IS AT MILEPOST 130.9
 CX1729'
 CX1729'TO REACH FROM EXIT 140 (I-10 AND NM-128) WHICH IS
 CX1729'WEST-SOUTHWEST OF LAS CRUCES.  GO WESTERLY ON I-10 9.60 MILES
 CX1729'TO THE STATION ON THE LEFT.  STATION IS 74 FEET SOUTH OF THE
 CX1729'CENTER OF THE EAST BOUND LANE AND 10 FEET NORTH OF THE SOUTH
 CX1729'RIGHT OF WAY FENCE.
 CX1729'
 CX1729'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 CX1729'DISK, SET IN A CONCRETE POST PROJECTING ABOUT SIX INCHES ABOVE
 CX1729'THE GROUND AND STAMPED 3210635014,1975.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1728 ***********************************************************************
 CX1728  DESIGNATION -  3210635015
 CX1728  PID         -  CX1728
 CX1728  STATE/COUNTY-  NM/DONA ANA
 CX1728  USGS QUAD   -  PICACHO MOUNTAIN (1994)
 CX1728
 CX1728                         *CURRENT SURVEY CONTROL
 CX1728  ___________________________________________________________________
 CX1728* NAD 83(1992)-  32 16 21.25667(N)    106 55 01.22955(W)     ADJUSTED  
 CX1728* NAVD 88     -      1345.9    (meters)    4416.     (feet)  VERTCON   
 CX1728  ___________________________________________________________________
 CX1728  LAPLACE CORR-          -0.94  (seconds)                    DEFLEC99
 CX1728  GEOID HEIGHT-         -24.08  (meters)                     GEOID03
 CX1728
 CX1728  HORZ ORDER  -  SECOND
 CX1728
 CX1728.The horizontal coordinates were established by classical geodetic methods
 CX1728.and adjusted by the National Geodetic Survey in December 1993..
 CX1728
 CX1728.The NAVD 88 height was computed by applying the VERTCON shift value to
 CX1728.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CX1728
 CX1728.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1728
 CX1728.The geoid height was determined by GEOID03.
 CX1728
 CX1728;                    North         East     Units Scale Factor Converg.
 CX1728;SPC NM C     -   141,284.507   437,165.138   MT  0.99994867   -0 21 22.2
 CX1728;SPC NM C     -   463,530.92  1,434,265.96   sFT  0.99994867   -0 21 22.2
 CX1728;UTM  13      - 3,572,261.924   319,451.457   MT  1.00000200   -1 01 25.9
 CX1728
 CX1728!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1728!SPC NM C     -   0.99979250  x   0.99994867  =   0.99974118
 CX1728!UTM  13      -   0.99979250  x   1.00000200  =   0.99979450
 CX1728
 CX1728:                Primary Azimuth Mark                     Grid Az
 CX1728:SPC NM C     -  3210635016                               086 16 02.3
 CX1728:UTM  13      -  3210635016                               086 56 06.0
 CX1728
 CX1728|---------------------------------------------------------------------|
 CX1728| PID    Reference Object                     Distance      Geod. Az  |
 CX1728|                                                           dddmmss.s |
 CX1728| CX1727 3210635016                          APPROX. 0.6 KM 0855440.1 |
 CX1728|---------------------------------------------------------------------|
 CX1728
 CX1728                          SUPERSEDED SURVEY CONTROL
 CX1728
 CX1728  NAD 83(1986)-  32 16 21.26479(N)    106 55 01.23027(W) AD(       ) 2
 CX1728  NAD 27      -  32 16 20.92574(N)    106 54 59.20334(W) AD(       ) 2
 CX1728  NGVD 29 (07/19/86) 1345.3    (m)         4414.     (f) VERT ANG       
 CX1728
 CX1728.Superseded values are not recommended for survey control.
 CX1728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1728.See file dsdata.txt to determine how the superseded data were derived.
 CX1728
 CX1728_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR1945172262(NAD 83)
 CX1728_MARKER: DD = SURVEY DISK
 CX1728_SETTING: 0 = UNSPECIFIED SETTING
 CX1728_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX1728
 CX1728  HISTORY     - Date     Condition        Report By
 CX1728  HISTORY     - 1975     MONUMENTED       NMHD
 CX1728
 CX1728                          STATION DESCRIPTION
 CX1728
 CX1728'DESCRIBED BY NM HIGHWAY DEPT 1975 (CWW)
 CX1728'THE STATION IS IN DONA ANA COUNTY, NEW MEXICO, ALONG INTERSTATE
 CX1728'10, IT IS 9.4 AIRMILES WEST-SOUTHWEST OF LAS CRUCES, NEW
 CX1728'MEXICO 5.6 MILES EAST OF EXIT 127 AND 2.1 MILES WEST OF EXIT 135.
 CX1728'
 CX1728'THE STATION IS AT MILEPOST 132.5
 CX1728'
 CX1728'TO REACH FROM EXIT 140 (I-10 AND NM-128) WHICH IS WEST-SOUTHWEST
 CX1728'OF LAS CRUCES.  GO WESTERLY ON I-10 7.90 MILES TO THE STATION
 CX1728'ON THE LEFT.  STATION IS 53 FEET NORTH OF THE CENTER OF THE
 CX1728'EAST BOUND LANE IN THE MEDIAN OF THE INTERSTATE.
 CX1728'
 CX1728'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 CX1728'DISK, SET IN A CONCRETE POST PROJECTING ABOUT SIX INCHES ABOVE
 CX1728'THE GROUND AND STAMPED 3210635015,1975.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1727 ***********************************************************************
 CX1727  DESIGNATION -  3210635016
 CX1727  PID         -  CX1727
 CX1727  STATE/COUNTY-  NM/DONA ANA
 CX1727  USGS QUAD   -  PICACHO MOUNTAIN (1994)
 CX1727
 CX1727                         *CURRENT SURVEY CONTROL
 CX1727  ___________________________________________________________________
 CX1727* NAD 83(1992)-  32 16 22.61762(N)    106 54 38.81182(W)     ADJUSTED  
 CX1727* NAVD 88     -      1341.7    (meters)    4402.     (feet)  VERTCON   
 CX1727  ___________________________________________________________________
 CX1727  LAPLACE CORR-          -0.96  (seconds)                    DEFLEC99
 CX1727  GEOID HEIGHT-         -24.08  (meters)                     GEOID03
 CX1727
 CX1727  HORZ ORDER  -  SECOND
 CX1727
 CX1727.The horizontal coordinates were established by classical geodetic methods
 CX1727.and adjusted by the National Geodetic Survey in December 1993..
 CX1727
 CX1727.The NAVD 88 height was computed by applying the VERTCON shift value to
 CX1727.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CX1727
 CX1727.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1727
 CX1727.The geoid height was determined by GEOID03.
 CX1727
 CX1727;                    North         East     Units Scale Factor Converg.
 CX1727;SPC NM C     -   141,322.796   437,752.030   MT  0.99994777   -0 21 10.2
 CX1727;SPC NM C     -   463,656.54  1,436,191.45   sFT  0.99994777   -0 21 10.2
 CX1727;UTM  13      - 3,572,293.373   320,038.786   MT  0.99999939   -1 01 14.0
 CX1727
 CX1727!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1727!SPC NM C     -   0.99979316  x   0.99994777  =   0.99974094
 CX1727!UTM  13      -   0.99979316  x   0.99999939  =   0.99979255
 CX1727
 CX1727:                Primary Azimuth Mark                     Grid Az
 CX1727:SPC NM C     -  3210635017                               069 58 41.3
 CX1727:UTM  13      -  3210635017                               070 38 45.1
 CX1727
 CX1727|---------------------------------------------------------------------|
 CX1727| PID    Reference Object                     Distance      Geod. Az  |
 CX1727|                                                           dddmmss.s |
 CX1727| CX1726 3210635017                          APPROX. 2.8 KM 0693731.1 |
 CX1727|---------------------------------------------------------------------|
 CX1727
 CX1727                          SUPERSEDED SURVEY CONTROL
 CX1727
 CX1727  NAD 83(1986)-  32 16 22.62588(N)    106 54 38.81255(W) AD(       ) 2
 CX1727  NAD 27      -  32 16 22.28674(N)    106 54 36.78621(W) AD(       ) 2
 CX1727  NGVD 29 (07/19/86) 1341.1    (m)         4400.     (f) VERT ANG       
 CX1727
 CX1727.Superseded values are not recommended for survey control.
 CX1727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1727.See file dsdata.txt to determine how the superseded data were derived.
 CX1727
 CX1727_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR2003972293(NAD 83)
 CX1727_MARKER: DD = SURVEY DISK
 CX1727_SETTING: 0 = UNSPECIFIED SETTING
 CX1727_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX1727
 CX1727  HISTORY     - Date     Condition        Report By
 CX1727  HISTORY     - 1975     MONUMENTED       NMHD
 CX1727
 CX1727                          STATION DESCRIPTION
 CX1727
 CX1727'DESCRIBED BY NM HIGHWAY DEPT 1975 (CWW)
 CX1727'THE STATION IS IN DONA ANA COUNTY, NEW MEXICO, ALONG INTERSTATE
 CX1727'10, IT IS 9.0 AIRMILES WEST-SOUTHWEST OF LAS CRUCES, NEW
 CX1727'MEXICO 6.0 MILES EAST OF EXIT 127 AND 1.7 MILES WEST OF EXIT 135.
 CX1727'
 CX1727'THE STATION IS AT MILEPOST 132.9
 CX1727'
 CX1727'TO REACH FROM EXIT 140 (I-10 AND NM-128) WHICH IS WEST-SOUTHWEST
 CX1727'OF LAS CRUCES.  GO WESTERLY ON I-10 7.50 MILES TO THE STATION
 CX1727'ON THE LEFT.  STATION IS 68 FEET SOUTH OF THE CENTER OF THE
 CX1727'EAST BOUND LANE AND 16 FEET NORTH OF THE SOUTH RIGHT OF WAY
 CX1727'FENCE.
 CX1727'
 CX1727'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 CX1727'DISK, SET IN A CONCRETE POST PROJECTING ABOUT SIX INCHES ABOVE
 CX1727'THE GROUND AND STAMPED 3210635016,1975.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1726 ***********************************************************************
 CX1726  DESIGNATION -  3210635017
 CX1726  PID         -  CX1726
 CX1726  STATE/COUNTY-  NM/DONA ANA
 CX1726  USGS QUAD   -  PICACHO MOUNTAIN (1994)
 CX1726
 CX1726                         *CURRENT SURVEY CONTROL
 CX1726  ___________________________________________________________________
 CX1726* NAD 83(1992)-  32 16 54.15699(N)    106 52 58.81101(W)     ADJUSTED  
 CX1726* NAVD 88     -      1283.2    (meters)    4210.     (feet)  GPS OBS   
 CX1726  ___________________________________________________________________
 CX1726  X           -  -1,567,824.482 (meters)                     COMP
 CX1726  Y           -  -5,165,827.006 (meters)                     COMP
 CX1726  Z           -   3,387,554.987 (meters)                     COMP
 CX1726  LAPLACE CORR-          -0.93  (seconds)                    DEFLEC99
 CX1726  ELLIP HEIGHT-        1259.13  (meters)          (09/28/01) GPS OBS
 CX1726  GEOID HEIGHT-         -24.08  (meters)                     GEOID03
 CX1726
 CX1726  HORZ ORDER  -  SECOND
 CX1726  ELLP ORDER  -  FOURTH    CLASS I
 CX1726
 CX1726.The horizontal coordinates were established by classical geodetic methods
 CX1726.and adjusted by the National Geodetic Survey in December 1993..
 CX1726
 CX1726.The orthometric height was determined by GPS observations and a
 CX1726.high-resolution geoid model.
 CX1726
 CX1726.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CX1726
 CX1726.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1726
 CX1726.The ellipsoidal height was determined by GPS observations
 CX1726.and is referenced to NAD 83.
 CX1726
 CX1726.The geoid height was determined by GEOID03.
 CX1726
 CX1726;                    North         East     Units Scale Factor Converg.
 CX1726;SPC NM C     -   142,278.464   440,374.597   MT  0.99994383   -0 20 17.1
 CX1726;SPC NM C     -   466,791.93  1,444,795.66   sFT  0.99994383   -0 20 17.1
 CX1726;UTM  13      - 3,573,218.454   322,672.439   MT  0.99998779   -1 00 21.4
 CX1726
 CX1726!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1726!SPC NM C     -   0.99980234  x   0.99994383  =   0.99974618
 CX1726!UTM  13      -   0.99980234  x   0.99998779  =   0.99979013
 CX1726
 CX1726:                Primary Azimuth Mark                     Grid Az
 CX1726:SPC NM C     -  3210635018                               089 33 12.8
 CX1726:UTM  13      -  3210635018                               090 13 17.1
 CX1726
 CX1726|---------------------------------------------------------------------|
 CX1726| PID    Reference Object                     Distance      Geod. Az  |
 CX1726|                                                           dddmmss.s |
 CX1726| CX1725 3210635018                          APPROX. 1.6 KM 0891255.7 |
 CX1726|---------------------------------------------------------------------|
 CX1726
 CX1726                          SUPERSEDED SURVEY CONTROL
 CX1726
 CX1726  ELLIP H (12/21/93) 1259.08   (m)                       GP(       ) 4 1
 CX1726  NAD 83(1986)-  32 16 54.16555(N)    106 52 58.81242(W) AD(       ) 2
 CX1726  NAD 27      -  32 16 53.82679(N)    106 52 56.78865(W) AD(       ) 2
 CX1726  NGVD 29 (07/19/86) 1281.7    (m)         4205.     (f) VERT ANG       
 CX1726
 CX1726.Superseded values are not recommended for survey control.
 CX1726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1726.See file dsdata.txt to determine how the superseded data were derived.
 CX1726
 CX1726_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR2267273218(NAD 83)
 CX1726_MARKER: DH = HORIZONTAL CONTROL DISK
 CX1726_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 CX1726_SP_SET: IRREGULAR CONCRETE MASS
 CX1726_STAMPING: STA. 3210635017 1975
 CX1726_MARK LOGO: NMHC  
 CX1726_MAGNETIC: N = NO MAGNETIC MATERIAL
 CX1726_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX1726_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CX1726+SATELLITE: SATELLITE OBSERVATIONS - May 10, 1991
 CX1726
 CX1726  HISTORY     - Date     Condition        Report By
 CX1726  HISTORY     - 1975     MONUMENTED       NMHD
 CX1726  HISTORY     - 1975     GOOD             NMHD
 CX1726  HISTORY     - 19910510 GOOD             NM0470
 CX1726
 CX1726                          STATION DESCRIPTION
 CX1726
 CX1726'DESCRIBED BY NM HIGHWAY DEPT 1975 (CWW)
 CX1726'THE STATION IS IN DONA ANA COUNTY, NEW MEXICO, ALONG INTERSTATE
 CX1726'10, IT IS 7.3 AIRMILES WEST-SOUTHWEST OF LAS CRUCES, NEW
 CX1726'MEXICO 7.7 MILES EAST OF EXIT 127 AND ON EXIT 135
 CX1726'
 CX1726'THE STATION IS AT MILEPOST 134.65
 CX1726'
 CX1726'TO REACH FROM EXIT 140 (I-10 AND NM-128) WHICH IS WEST-SOUTHWEST
 CX1726'OF LAS CRUCES.  GO WESTERLY ON I-10 5.75 MILES TO THE STATION ON
 CX1726'THE LEFT.  STATION IS 82 FEET SOUTH OF THE CENTER OF THE EAST
 CX1726'BOUND LANE 22 FEET WEST OF THE CENTERLINE OF THE OVERPASS ROAD.
 CX1726'
 CX1726'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 CX1726'DISK, SET IN A CONCRETE POST PROJECTING ABOUT SIX INCHES ABOVE
 CX1726'THE GROUND AND STAMPED 3210635017,1975.
 CX1726
 CX1726                          STATION RECOVERY (1975)
 CX1726
 CX1726'RECOVERY NOTE BY NM HIGHWAY DEPT 1975
 CX1726'RECOVERED IN GOOD CONDITION.
 CX1726
 CX1726                          STATION RECOVERY (1991)
 CX1726
 CX1726'RECOVERY NOTE BY CITY OF LAS CRUCES NEW MEXICO 1991
 CX1726'THE STATION IS LOCATED 7.3 MI (11.7 KM) WEST-SOUTHWEST OF LAS CRUCES
 CX1726'ALONG INTERSTATE 10.  THE STATION IS 7.7 MI (12.4 KM) EAST OF EXIT
 CX1726'127 AND ON EXIT 135 FROM I-10 AT MILEPOST 134.65.
 CX1726'TO REACH THE STATION FROM EXIT 140 (I-10 AND NM 128), WHICH IS
 CX1726'WEST-SOUTHWEST OF LAS CRUCES, GO WEST ON I-10 5.75 MI (9.25 KM) TO
 CX1726'THE STATION ON THE LEFT.
 CX1726'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION DISK
 CX1726'STAMPED ---3210635017 1975--- AND SET IN A CONCRETE POST PROJECTING
 CX1726'ABOUT 6 IN ABOVE THE GROUND.  STATION IS 82 FT (25.0 M) SOUTH OF THE
 CX1726'CENTER OF THE EAST BOUND LANE AND 22 FT (6.7 M) WEST OF THE
 CX1726'CENTERLINE OF THE OVERPASS ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1725 ***********************************************************************
 CX1725  DESIGNATION -  3210635018
 CX1725  PID         -  CX1725
 CX1725  STATE/COUNTY-  NM/DONA ANA
 CX1725  USGS QUAD   -  LAS CRUCES (1978)
 CX1725
 CX1725                         *CURRENT SURVEY CONTROL
 CX1725  ___________________________________________________________________
 CX1725* NAD 83(1992)-  32 16 54.86550(N)    106 51 57.54909(W)     ADJUSTED  
 CX1725* NAVD 88     -      1277.4    (meters)    4191.     (feet)  VERTCON   
 CX1725  ___________________________________________________________________
 CX1725  LAPLACE CORR-          -0.45  (seconds)                    DEFLEC99
 CX1725  GEOID HEIGHT-         -24.09  (meters)                     GEOID03
 CX1725
 CX1725  HORZ ORDER  -  SECOND
 CX1725
 CX1725.The horizontal coordinates were established by classical geodetic methods
 CX1725.and adjusted by the National Geodetic Survey in December 1993..
 CX1725
 CX1725.The NAVD 88 height was computed by applying the VERTCON shift value to
 CX1725.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CX1725
 CX1725.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1725
 CX1725.The geoid height was determined by GEOID03.
 CX1725
 CX1725;                    North         East     Units Scale Factor Converg.
 CX1725;SPC NM C     -   142,290.955   441,977.676   MT  0.99994150   -0 19 44.4
 CX1725;SPC NM C     -   466,832.91  1,450,055.09   sFT  0.99994150   -0 19 44.4
 CX1725;UTM  13      - 3,573,212.258   324,275.621   MT  0.99998081   -0 59 48.7
 CX1725
 CX1725!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1725!SPC NM C     -   0.99980325  x   0.99994150  =   0.99974476
 CX1725!UTM  13      -   0.99980325  x   0.99998081  =   0.99978407
 CX1725
 CX1725:                Primary Azimuth Mark                     Grid Az
 CX1725:SPC NM C     -  3210635019                               077 17 17.2
 CX1725:UTM  13      -  3210635019                               077 57 21.5
 CX1725
 CX1725|---------------------------------------------------------------------|
 CX1725| PID    Reference Object                     Distance      Geod. Az  |
 CX1725|                                                           dddmmss.s |
 CX1725| CX1724 3210635019                          APPROX. 2.2 KM 0765732.8 |
 CX1725|---------------------------------------------------------------------|
 CX1725
 CX1725                          SUPERSEDED SURVEY CONTROL
 CX1725
 CX1725  NAD 83(1986)-  32 16 54.87442(N)    106 51 57.55010(W) AD(       ) 2
 CX1725  NAD 27      -  32 16 54.53548(N)    106 51 55.52801(W) AD(       ) 2
 CX1725  NGVD 29 (07/19/86) 1276.8    (m)         4189.     (f) VERT ANG       
 CX1725
 CX1725.Superseded values are not recommended for survey control.
 CX1725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1725.See file dsdata.txt to determine how the superseded data were derived.
 CX1725
 CX1725_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR2427673212(NAD 83)
 CX1725_MARKER: DD = SURVEY DISK
 CX1725_SETTING: 0 = UNSPECIFIED SETTING
 CX1725_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX1725
 CX1725  HISTORY     - Date     Condition        Report By
 CX1725  HISTORY     - 1975     MONUMENTED       NMHD
 CX1725
 CX1725                          STATION DESCRIPTION
 CX1725
 CX1725'DESCRIBED BY NM HIGHWAY DEPT 1975 (CWW)
 CX1725'THE STATION IS IN DONA ANA COUNTY, NEW MEXICO, ALONG INTERSTATE
 CX1725'10.  IT IS 6.4 AIRMILES WEST-SOUTHWEST OF LAS CRUCES, NEW MEXICO,
 CX1725'0.9 MILES EAST OF EXIT 135 AND 4.8 MILES NORTHWEST OF EXIT 140.
 CX1725'
 CX1725'THE STATION IS AT MILEPOST 135.55.
 CX1725'
 CX1725'TO AVOID CROSSING THE INTERSTATE MEDIAN GO WESTERLY FROM EXIT
 CX1725'140 (I-10 AND NM-128) 5.7 MILES TO EXIT 135, THE AIRPORT ACCESS
 CX1725'EXIT.  CROSS OVER THE INTERSTATE TURNING ONTO THE EAST-BOUND LAND
 CX1725'TOWARD LAS CRUCES.  GO 0.9 MILES TO THE TURNOFF TO A PAVED SCENIC
 CX1725'VIEW AREA.
 CX1725'
 CX1725'THE STATION IS 75 FEET NORTH OF THE NORTHEAST CORNER OF THE
 CX1725'PAVED AREA.
 CX1725'
 CX1725'THE STATION IS A STANDARD NEW MEXICO HIGHWAY COMMISSION DISK,
 CX1725'SET IN A CONCRETE POST PROJECTING ABOUT SIX INCHES ABOVE THE
 CX1725'GROUND AND STAMPED 3210635018,1975.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1724 ***********************************************************************
 CX1724  DESIGNATION -  3210635019
 CX1724  PID         -  CX1724
 CX1724  STATE/COUNTY-  NM/DONA ANA
 CX1724  USGS QUAD   -  LAS CRUCES (1978)
 CX1724
 CX1724                         *CURRENT SURVEY CONTROL
 CX1724  ___________________________________________________________________
 CX1724* NAD 83(1992)-  32 17 11.32992(N)    106 50 33.82888(W)     ADJUSTED  
 CX1724* NAVD 88     -      1191.7    (meters)    3910.     (feet)  VERTCON   
 CX1724  ___________________________________________________________________
 CX1724  LAPLACE CORR-           0.55  (seconds)                    DEFLEC99
 CX1724  GEOID HEIGHT-         -24.08  (meters)                     GEOID03
 CX1724
 CX1724  HORZ ORDER  -  SECOND
 CX1724
 CX1724.The horizontal coordinates were established by classical geodetic methods
 CX1724.and adjusted by the National Geodetic Survey in December 1993..
 CX1724
 CX1724.The NAVD 88 height was computed by applying the VERTCON shift value to
 CX1724.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CX1724
 CX1724.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1724
 CX1724.The geoid height was determined by GEOID03.
 CX1724
 CX1724;                    North         East     Units Scale Factor Converg.
 CX1724;SPC NM C     -   142,785.733   444,171.058   MT  0.99993842   -0 18 59.8
 CX1724;SPC NM C     -   468,456.19  1,457,251.21   sFT  0.99993842   -0 18 59.8
 CX1724;UTM  13      - 3,573,681.452   326,474.701   MT  0.99997133   -0 59 04.4
 CX1724
 CX1724!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1724!SPC NM C     -   0.99981670  x   0.99993842  =   0.99975514
 CX1724!UTM  13      -   0.99981670  x   0.99997133  =   0.99978804
 CX1724
 CX1724:                Primary Azimuth Mark                     Grid Az
 CX1724:SPC NM C     -  3210635020                               075 06 23.8
 CX1724:UTM  13      -  3210635020                               075 46 28.4
 CX1724
 CX1724|---------------------------------------------------------------------|
 CX1724| PID    Reference Object                     Distance      Geod. Az  |
 CX1724|                                                           dddmmss.s |
 CX1724| CX1723 3210635020                          APPROX. 1.9 KM 0744724.0 |
 CX1724|---------------------------------------------------------------------|
 CX1724
 CX1724                          SUPERSEDED SURVEY CONTROL
 CX1724
 CX1724  NAD 83(1986)-  32 17 11.33949(N)    106 50 33.82915(W) AD(       ) 2
 CX1724  NAD 27      -  32 17 11.00070(N)    106 50 31.80939(W) AD(       ) 2
 CX1724  NGVD 29 (07/19/86) 1191.1    (m)         3908.     (f) VERT ANG       
 CX1724
 CX1724.Superseded values are not recommended for survey control.
 CX1724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1724.See file dsdata.txt to determine how the superseded data were derived.
 CX1724
 CX1724_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR2647573681(NAD 83)
 CX1724_MARKER: DD = SURVEY DISK
 CX1724_SETTING: 0 = UNSPECIFIED SETTING
 CX1724_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX1724
 CX1724  HISTORY     - Date     Condition        Report By
 CX1724  HISTORY     - 1975     MONUMENTED       NMHD
 CX1724
 CX1724                          STATION DESCRIPTION
 CX1724
 CX1724'DESCRIBED BY NM HIGHWAY DEPT 1975 (CWW)
 CX1724'THE STATION IS IN DONA ANA COUNTY, NEW MEXICO, ALONG INTERSTATE
 CX1724'10.  IT IS 5.0 AIRMILES WEST-SOUTHWEST OF LAS CRUCES, NEW MEXICO
 CX1724'2.4 MILES EAST OF EXIT 135 AND 3.4 MILES NORTHWEST OF EXIT 140.
 CX1724'
 CX1724'THE STATION IS AT MILEPOST 137.
 CX1724'
 CX1724'TO REACH FROM EXIT 140 (I-10 AND NM-128) WHICH IS WEST-SOUTHWEST
 CX1724'OF LAS CRUCES.  GO WESTERLY ON I-10 3.40 MILES TO THE STATION ON
 CX1724'THE LEFT.  STATION IS 33 FEET NORTH OF THE CENTER OF THE EAST
 CX1724'BOUND LANE 4 FEET NORTH OF A MEDIAN GUARD RAIL.
 CX1724'
 CX1724'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 CX1724'DISK, SET IN A CONCRETE POST PROJECTING ABOUT SIX INCHES ABOVE THE
 CX1724'GROUND AND STAMPED 3210635019,1975.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1723 ***********************************************************************
 CX1723  DESIGNATION -  3210635020
 CX1723  PID         -  CX1723
 CX1723  STATE/COUNTY-  NM/DONA ANA
 CX1723  USGS QUAD   -  LAS CRUCES (1978)
 CX1723
 CX1723                         *CURRENT SURVEY CONTROL
 CX1723  ___________________________________________________________________
 CX1723* NAD 83(1992)-  32 17 27.56592(N)    106 49 23.50159(W)     ADJUSTED  
 CX1723* NAVD 88     -      1193.9    (meters)    3917.     (feet)  VERTCON   
 CX1723  ___________________________________________________________________
 CX1723  LAPLACE CORR-           1.59  (seconds)                    DEFLEC99
 CX1723  GEOID HEIGHT-         -24.05  (meters)                     GEOID03
 CX1723
 CX1723  HORZ ORDER  -  SECOND
 CX1723
 CX1723.The horizontal coordinates were established by classical geodetic methods
 CX1723.and adjusted by the National Geodetic Survey in December 1993..
 CX1723
 CX1723.The NAVD 88 height was computed by applying the VERTCON shift value to
 CX1723.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CX1723
 CX1723.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1723
 CX1723.The geoid height was determined by GEOID03.
 CX1723
 CX1723;                    North         East     Units Scale Factor Converg.
 CX1723;SPC NM C     -   143,275.815   446,013.782   MT  0.99993593   -0 18 22.4
 CX1723;SPC NM C     -   470,064.07  1,463,296.88   sFT  0.99993593   -0 18 22.4
 CX1723;UTM  13      - 3,574,150.033   328,323.069   MT  0.99996346   -0 58 27.2
 CX1723
 CX1723!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1723!SPC NM C     -   0.99981636  x   0.99993593  =   0.99975230
 CX1723!UTM  13      -   0.99981636  x   0.99996346  =   0.99977982
 CX1723
 CX1723:                Primary Azimuth Mark                     Grid Az
 CX1723:SPC NM C     -  3210635021                               075 47 23.4
 CX1723:UTM  13      -  3210635021                               076 27 28.2
 CX1723
 CX1723|---------------------------------------------------------------------|
 CX1723| PID    Reference Object                     Distance      Geod. Az  |
 CX1723|                                                           dddmmss.s |
 CX1723| CX1722 3210635021                          APPROX. 1.6 KM 0752901.0 |
 CX1723|---------------------------------------------------------------------|
 CX1723
 CX1723                          SUPERSEDED SURVEY CONTROL
 CX1723
 CX1723  NAD 83(1986)-  32 17 27.57589(N)    106 49 23.50135(W) AD(       ) 2
 CX1723  NAD 27      -  32 17 27.23732(N)    106 49 21.48344(W) AD(       ) 2
 CX1723  NGVD 29 (07/19/86) 1193.3    (m)         3915.     (f) VERT ANG       
 CX1723
 CX1723.Superseded values are not recommended for survey control.
 CX1723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1723.See file dsdata.txt to determine how the superseded data were derived.
 CX1723
 CX1723_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR2832374150(NAD 83)
 CX1723_MARKER: DD = SURVEY DISK
 CX1723_SETTING: 0 = UNSPECIFIED SETTING
 CX1723_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX1723
 CX1723  HISTORY     - Date     Condition        Report By
 CX1723  HISTORY     - 1975     MONUMENTED       NMHD
 CX1723
 CX1723                          STATION DESCRIPTION
 CX1723
 CX1723'DESCRIBED BY NM HIGHWAY DEPT 1975 (CWW)
 CX1723'THE STATION IS IN DONA ANA COUNTY, NEW MEXICO, ALONG INTERSTATE
 CX1723'10.  IT IS 3.9 AIRMILES WEST-SOUTHWEST OF LAS CRUCES, NEW MEXICO
 CX1723'3.6 MILES EAST OF EXIT 135 AND 2.1 MILES NORTHWEST OF EXIT 140.
 CX1723'
 CX1723'THE STATION IS AT MILEPOST 138.25.
 CX1723'
 CX1723'TO REACH FROM EXIT 140 (I-10 AND NM-128) WHICH IS WEST-SOUTHWEST
 CX1723'OF LAS CRUCES.  GO WESTERLY ON I-10 2.15 MILES TO THE STATION ON
 CX1723'THE LEFT.  STATION IS 33 FEET NORTH OF THE CENTER OF THE EAST BOUND
 CX1723'LANE 3 FEET NORTH OF A MEDIAN GUARD RAIL AT THE EAST END OF THE
 CX1723'RIO GRANDE BRIDGES.
 CX1723'
 CX1723'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 CX1723'DISK, SET IN A CONCRETE POST PROJECTING ABOUT SIX INCHES ABOVE THE
 CX1723'GROUND AND STAMPED 3210635020,1975.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1722 ***********************************************************************
 CX1722  DESIGNATION -  3210635021
 CX1722  PID         -  CX1722
 CX1722  STATE/COUNTY-  NM/DONA ANA
 CX1722  USGS QUAD   -  LAS CRUCES (1978)
 CX1722
 CX1722                         *CURRENT SURVEY CONTROL
 CX1722  ___________________________________________________________________
 CX1722* NAD 83(1992)-  32 17 40.25411(N)    106 48 25.79165(W)     ADJUSTED  
 CX1722* NAVD 88     -      1194.1    (meters)    3918.     (feet)  VERTCON   
 CX1722  ___________________________________________________________________
 CX1722  LAPLACE CORR-           2.28  (seconds)                    DEFLEC99
 CX1722  GEOID HEIGHT-         -24.02  (meters)                     GEOID03
 CX1722
 CX1722  HORZ ORDER  -  SECOND
 CX1722
 CX1722.The horizontal coordinates were established by classical geodetic methods
 CX1722.and adjusted by the National Geodetic Survey in December 1993..
 CX1722
 CX1722.The NAVD 88 height was computed by applying the VERTCON shift value to
 CX1722.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CX1722
 CX1722.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1722
 CX1722.The geoid height was determined by GEOID03.
 CX1722
 CX1722;                    North         East     Units Scale Factor Converg.
 CX1722;SPC NM C     -   143,658.666   447,525.666   MT  0.99993395   -0 17 51.7
 CX1722;SPC NM C     -   471,320.14  1,468,257.12   sFT  0.99993395   -0 17 51.7
 CX1722;UTM  13      - 3,574,515.240   329,839.352   MT  0.99995707   -0 57 56.7
 CX1722
 CX1722!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1722!SPC NM C     -   0.99981632  x   0.99993395  =   0.99975028
 CX1722!UTM  13      -   0.99981632  x   0.99995707  =   0.99977340
 CX1722
 CX1722:                Primary Azimuth Mark                     Grid Az
 CX1722:SPC NM C     -  3210635022                               109 35 52.6
 CX1722:UTM  13      -  3210635022                               110 15 57.6
 CX1722
 CX1722|---------------------------------------------------------------------|
 CX1722| PID    Reference Object                     Distance      Geod. Az  |
 CX1722|                                                           dddmmss.s |
 CX1722| CX1721 3210635022                          APPROX. 1.7 KM 1091800.9 |
 CX1722|---------------------------------------------------------------------|
 CX1722
 CX1722                          SUPERSEDED SURVEY CONTROL
 CX1722
 CX1722  NAD 83(1986)-  32 17 40.26422(N)    106 48 25.79102(W) AD(       ) 2
 CX1722  NAD 27      -  32 17 39.92577(N)    106 48 23.77459(W) AD(       ) 2
 CX1722  NGVD 29 (07/19/86) 1193.5    (m)         3916.     (f) VERT ANG       
 CX1722
 CX1722.Superseded values are not recommended for survey control.
 CX1722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1722.See file dsdata.txt to determine how the superseded data were derived.
 CX1722
 CX1722_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR2983974515(NAD 83)
 CX1722_MARKER: DD = SURVEY DISK
 CX1722_SETTING: 0 = UNSPECIFIED SETTING
 CX1722_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX1722
 CX1722  HISTORY     - Date     Condition        Report By
 CX1722  HISTORY     - 1975     MONUMENTED       NMHD
 CX1722
 CX1722                          STATION DESCRIPTION
 CX1722
 CX1722'DESCRIBED BY NM HIGHWAY DEPT 1975 (CWW)
 CX1722'THE STATION IS IN DONA ANA COUNTY, NEW MEXICO, ALONG INTERSTATE
 CX1722'10.  IT IS 3.0 AIRMILES SOUTHWEST OF LAS CRUCES, NEW MEXICO.  4.6
 CX1722'MILES EAST OF EXIT 135 AND 1.15 MILES NORTHWEST OF EXIT 140.
 CX1722'
 CX1722'THE STATION IS AT MILEPOST 139.15.
 CX1722'
 CX1722'TO REACH FROM EXIT 140 (I-10 AND NM-128) WHICH IS WEST-SOUTHWEST
 CX1722'OF LAS CRUCES.  GO WESTERLY OF I-10 1.15 MILES TO THE STATION ON
 CX1722'THE LEFT.  STATION IS 28 FEET SOUTH OF THE CENTER OF THE EAST
 CX1722'BOUND LANE AND 26 FEET NORTH OF THE NORTH CURB OF THE FREEWAY
 CX1722'ON-RAMP.
 CX1722'
 CX1722'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 CX1722'DISK, SET IN A CONCRETE POST PROJECTING ABOUT SIX INCHES ABOVE
 CX1722'THE GROUND AND STAMPED 3210635021,1975.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1721 ***********************************************************************
 CX1721  DESIGNATION -  3210635022
 CX1721  PID         -  CX1721
 CX1721  STATE/COUNTY-  NM/DONA ANA
 CX1721  USGS QUAD   -  LAS CRUCES (1978)
 CX1721
 CX1721                         *CURRENT SURVEY CONTROL
 CX1721  ___________________________________________________________________
 CX1721* NAD 83(1992)-  32 17 21.94961(N)    106 47 24.27193(W)     ADJUSTED  
 CX1721* NAVD 88     -      1191.6    (meters)    3909.     (feet)  GPS OBS   
 CX1721  ___________________________________________________________________
 CX1721  X           -  -1,559,289.537 (meters)                     COMP
 CX1721  Y           -  -5,167,851.078 (meters)                     COMP
 CX1721  Z           -   3,388,229.967 (meters)                     COMP
 CX1721  LAPLACE CORR-           2.90  (seconds)                    DEFLEC99
 CX1721  ELLIP HEIGHT-        1167.57  (meters)          (09/28/01) GPS OBS
 CX1721  GEOID HEIGHT-         -23.99  (meters)                     GEOID03
 CX1721
 CX1721  HORZ ORDER  -  SECOND
 CX1721  ELLP ORDER  -  FOURTH    CLASS I
 CX1721
 CX1721.The horizontal coordinates were established by classical geodetic methods
 CX1721.and adjusted by the National Geodetic Survey in December 1993..
 CX1721
 CX1721.The orthometric height was determined by GPS observations and a
 CX1721.high-resolution geoid model.
 CX1721
 CX1721.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CX1721
 CX1721.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1721
 CX1721.The ellipsoidal height was determined by GPS observations
 CX1721.and is referenced to NAD 83.
 CX1721
 CX1721.The geoid height was determined by GEOID03.
 CX1721
 CX1721;                    North         East     Units Scale Factor Converg.
 CX1721;SPC NM C     -   143,086.638   449,132.290   MT  0.99993190   -0 17 18.6
 CX1721;SPC NM C     -   469,443.41  1,473,528.19   sFT  0.99993190   -0 17 18.6
 CX1721;UTM  13      - 3,573,924.507   331,439.231   MT  0.99995039   -0 57 23.3
 CX1721
 CX1721!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1721!SPC NM C     -   0.99981671  x   0.99993190  =   0.99974862
 CX1721!UTM  13      -   0.99981671  x   0.99995039  =   0.99976711
 CX1721
 CX1721:                Primary Azimuth Mark                     Grid Az
 CX1721:SPC NM C     -  3210635023                               116 06 47.8
 CX1721:UTM  13      -  3210635023                               116 46 52.5
 CX1721
 CX1721|---------------------------------------------------------------------|
 CX1721| PID    Reference Object                     Distance      Geod. Az  |
 CX1721|                                                           dddmmss.s |
 CX1721| CX1720 3210635023                          APPROX. 2.2 KM 1154929.2 |
 CX1721|---------------------------------------------------------------------|
 CX1721
 CX1721                          SUPERSEDED SURVEY CONTROL
 CX1721
 CX1721  ELLIP H (12/21/93) 1167.52   (m)                       GP(       ) 4 1
 CX1721  NAD 83(1986)-  32 17 21.95949(N)    106 47 24.27126(W) AD(       ) 2
 CX1721  NAD 27      -  32 17 21.62017(N)    106 47 22.25659(W) AD(       ) 2
 CX1721  NGVD 29 (07/19/86) 1190.6    (m)         3906.     (f) VERT ANG       
 CX1721
 CX1721.Superseded values are not recommended for survey control.
 CX1721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1721.See file dsdata.txt to determine how the superseded data were derived.
 CX1721
 CX1721_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR3143973925(NAD 83)
 CX1721_MARKER: DD = SURVEY DISK
 CX1721_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX1721_SP_SET: CONCRETE POST
 CX1721_STAMPING: STA. 3210635022 1975
 CX1721_MARK LOGO: NMHC  
 CX1721_MAGNETIC: N = NO MAGNETIC MATERIAL
 CX1721_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX1721+STABILITY: SURFACE MOTION
 CX1721_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CX1721+SATELLITE: SATELLITE OBSERVATIONS - May 10, 1991
 CX1721
 CX1721  HISTORY     - Date     Condition        Report By
 CX1721  HISTORY     - 1975     MONUMENTED       NMHD
 CX1721  HISTORY     - 1975     GOOD             NMHD
 CX1721  HISTORY     - 19910510 GOOD             NM0470
 CX1721  HISTORY     - 19961223 GOOD             USPSQD
 CX1721
 CX1721                          STATION DESCRIPTION
 CX1721
 CX1721'DESCRIBED BY NM HIGHWAY DEPT 1975 (CWW)
 CX1721'THE STATION IS IN DONA ANA COUNTY, NEW MEXICO ALONG INTERSTATE
 CX1721'10.  IT IS 2.6 AIRMILES SOUTH-SOUTHEAST OF LAS CRUCES, NEW MEXICO
 CX1721'ON EXIT 140.
 CX1721'
 CX1721'THE STATION IS AT MILEPOST 140.3.
 CX1721'
 CX1721'IT IS ON THE INTERCHANGE AT THE INTERSECTION OF I-10 AND NEW
 CX1721'MEXICO 128.  IT IS IN THE MEDIAN AT THE EAST END OF THE INTERCHANGE
 CX1721'BRIDGES, 34 FEET NORTH OF THE CENTERLINE OF THE EAST-BOUND LANE
 CX1721'AND 6 FEET NORTH OF A MEDIAN GUARDRAIL.
 CX1721'
 CX1721'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 CX1721'DISK, SET IN A CONCRETE POST PROJECTING ABOUT SIX INCHES ABOVE
 CX1721'THE GROUND AND STAMPED 3210635022,1975.
 CX1721
 CX1721                          STATION RECOVERY (1975)
 CX1721
 CX1721'RECOVERY NOTE BY NM HIGHWAY DEPT 1975
 CX1721'RECOVERED IN GOOD CONDITION.
 CX1721
 CX1721                          STATION RECOVERY (1991)
 CX1721
 CX1721'RECOVERY NOTE BY CITY OF LAS CRUCES NEW MEXICO 1991
 CX1721'THE STATION IS 2.6 MI (4.2 KM) SOUTH-SOUTHEAST OF LAS CRUCES AT EXIT
 CX1721'140 FROM INTERSTATE 10. IT IS LOCATED AT MILEPOST 140.3 ON THE
 CX1721'INTERCHANGE AT THE INTERSECTION OF I-10 AND NM 128 IN THE MEDIAN AT
 CX1721'THE EAST END OF THE INTERCHANGE BRIDGES, 34 FT (10.4 M) NORTH OF THE
 CX1721'CENTERLINE OF THE EASTBOUND LANE AND 6 FT (1.8 M) NORTH OF A MEDIAN
 CX1721'GUARDRAIL.
 CX1721'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION DISK,
 CX1721'STAMPED ---3210635022 1975--- SET IN A CONCRETE POST PROJECTING ABOUT
 CX1721'6 IN ABOVE THE GROUND.
 CX1721
 CX1721                          STATION RECOVERY (1996)
 CX1721
 CX1721'RECOVERY NOTE BY US POWER SQUADRON 1996
 CX1721'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1720 ***********************************************************************
 CX1720  DESIGNATION -  3210635023
 CX1720  PID         -  CX1720
 CX1720  STATE/COUNTY-  NM/DONA ANA
 CX1720  USGS QUAD   -  LAS CRUCES (1978)
 CX1720
 CX1720                         *CURRENT SURVEY CONTROL
 CX1720  ___________________________________________________________________
 CX1720* NAD 83(1992)-  32 16 50.54987(N)    106 46 07.91223(W)     ADJUSTED  
 CX1720* NAVD 88     -      1191.4    (meters)    3909.     (feet)  VERTCON   
 CX1720  ___________________________________________________________________
 CX1720  LAPLACE CORR-           3.67  (seconds)                    DEFLEC99
 CX1720  GEOID HEIGHT-         -23.95  (meters)                     GEOID03
 CX1720
 CX1720  HORZ ORDER  -  SECOND
 CX1720
 CX1720.The horizontal coordinates were established by classical geodetic methods
 CX1720.and adjusted by the National Geodetic Survey in December 1993..
 CX1720
 CX1720.The NAVD 88 height was computed by applying the VERTCON shift value to
 CX1720.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CX1720
 CX1720.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1720
 CX1720.The geoid height was determined by GEOID03.
 CX1720
 CX1720;                    North         East     Units Scale Factor Converg.
 CX1720;SPC NM C     -   142,109.640   451,125.424   MT  0.99992945   -0 16 37.6
 CX1720;SPC NM C     -   466,238.04  1,480,067.33   sFT  0.99992945   -0 16 37.6
 CX1720;UTM  13      - 3,572,924.327   333,420.872   MT  0.99994220   -0 56 41.7
 CX1720
 CX1720!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1720!SPC NM C     -   0.99981672  x   0.99992945  =   0.99974619
 CX1720!UTM  13      -   0.99981672  x   0.99994220  =   0.99975893
 CX1720
 CX1720:                Primary Azimuth Mark                     Grid Az
 CX1720:SPC NM C     -  3210635024                               120 00 31.2
 CX1720:UTM  13      -  3210635024                               120 40 35.3
 CX1720
 CX1720|---------------------------------------------------------------------|
 CX1720| PID    Reference Object                     Distance      Geod. Az  |
 CX1720|                                                           dddmmss.s |
 CX1720| CX1669 3210635024                          APPROX. 2.1 KM 1194353.6 |
 CX1720|---------------------------------------------------------------------|
 CX1720
 CX1720                          SUPERSEDED SURVEY CONTROL
 CX1720
 CX1720  NAD 83(1986)-  32 16 50.55903(N)    106 46 07.91150(W) AD(       ) 2
 CX1720  NAD 27      -  32 16 50.21827(N)    106 46 05.89919(W) AD(       ) 2
 CX1720  NGVD 29 (07/19/86) 1190.9    (m)         3907.     (f) VERT ANG       
 CX1720
 CX1720.Superseded values are not recommended for survey control.
 CX1720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1720.See file dsdata.txt to determine how the superseded data were derived.
 CX1720
 CX1720_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR3342172924(NAD 83)
 CX1720_MARKER: DD = SURVEY DISK
 CX1720_SETTING: 0 = UNSPECIFIED SETTING
 CX1720_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX1720
 CX1720  HISTORY     - Date     Condition        Report By
 CX1720  HISTORY     - 1975     MONUMENTED       NMHD
 CX1720
 CX1720                          STATION DESCRIPTION
 CX1720
 CX1720'DESCRIBED BY NM HIGHWAY DEPT 1975 (CWW)
 CX1720'THE STATION IS IN DONA ANA COUNTY, NEW MEXICO, ALONG INTERSTATE
 CX1720'10.  IT IS 2.8 AIRMILES SOUTH-SOUTHEAST OF LAS CRUCES, NEW MEXICO
 CX1720'1.4 MILES SOUTH OF EXIT 140 AND IS ON EXIT 142--23.2 MILES NORTH
 CX1720'OF THE NEW MEXICO/TEXAS STATE LINE.
 CX1720'
 CX1720'THE STATION IS AT MILEPOST 141.6.
 CX1720'
 CX1720'TO REACH FROM EXIT 140 (I-10 AND NM-128) WHICH IS WEST-SOUTHWEST
 CX1720'OF LAS CRUCES.  GO SOUTHERLY ON I-10 1.4 MILES TO THE STATION ON
 CX1720'THE LEFT.  STATION IS 38 FEET NORTH OF THE CENTER OF THE EAST
 CX1720'BOUND LANE--9 FEET NORTH OF THE MEDIAN GUARDRA AT THE EAST END
 CX1720'OF THE MAIN STREET INTERCHANGE BRIDGE.
 CX1720'
 CX1720'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 CX1720'DISK, SET IN A CONCRETE POST PROJECTING ABOUT SIX INCHES ABOVE
 CX1720'THE GROUND AND STAMPED 3210635023,1975.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1669 ***********************************************************************
 CX1669  DESIGNATION -  3210635024
 CX1669  PID         -  CX1669
 CX1669  STATE/COUNTY-  NM/DONA ANA
 CX1669  USGS QUAD   -  TORTUGAS MTN (1955)
 CX1669
 CX1669                         *CURRENT SURVEY CONTROL
 CX1669  ___________________________________________________________________
 CX1669* NAD 83(1992)-  32 16 16.91988(N)    106 44 58.61502(W)     ADJUSTED  
 CX1669* NAVD 88     -      1197.3    (meters)    3928.     (feet)  VERTCON   
 CX1669  ___________________________________________________________________
 CX1669  LAPLACE CORR-           4.22  (seconds)                    DEFLEC99
 CX1669  GEOID HEIGHT-         -23.91  (meters)                     GEOID03
 CX1669
 CX1669  HORZ ORDER  -  SECOND
 CX1669
 CX1669.The horizontal coordinates were established by classical geodetic methods
 CX1669.and adjusted by the National Geodetic Survey in December 1993..
 CX1669
 CX1669.The NAVD 88 height was computed by applying the VERTCON shift value to
 CX1669.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CX1669
 CX1669.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1669
 CX1669.The geoid height was determined by GEOID03.
 CX1669
 CX1669;                    North         East     Units Scale Factor Converg.
 CX1669;SPC NM C     -   141,065.207   452,933.806   MT  0.99992731   -0 16 00.4
 CX1669;SPC NM C     -   462,811.43  1,486,000.33   sFT  0.99992731   -0 16 00.4
 CX1669;UTM  13      - 3,571,858.880   335,216.979   MT  0.99993486   -0 56 03.8
 CX1669
 CX1669!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1669!SPC NM C     -   0.99981579  x   0.99992731  =   0.99974311
 CX1669!UTM  13      -   0.99981579  x   0.99993486  =   0.99975066
 CX1669
 CX1669:                Primary Azimuth Mark                     Grid Az
 CX1669:SPC NM C     -  3210635002                               128 29 09.9
 CX1669:UTM  13      -  3210635002                               129 09 13.3
 CX1669
 CX1669|---------------------------------------------------------------------|
 CX1669| PID    Reference Object                     Distance      Geod. Az  |
 CX1669|                                                           dddmmss.s |
 CX1669| CX1668 3210635002                          APPROX. 2.3 KM 1281309.5 |
 CX1669|---------------------------------------------------------------------|
 CX1669
 CX1669                          SUPERSEDED SURVEY CONTROL
 CX1669
 CX1669  NAD 83(1986)-  32 16 16.92833(N)    106 44 58.61434(W) AD(       ) 2
 CX1669  NAD 27      -  32 16 16.58594(N)    106 44 56.60435(W) AD(       ) 2
 CX1669  NGVD 29 (07/19/86) 1196.8    (m)         3927.     (f) VERT ANG       
 CX1669
 CX1669.Superseded values are not recommended for survey control.
 CX1669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1669.See file dsdata.txt to determine how the superseded data were derived.
 CX1669
 CX1669_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR3521771859(NAD 83)
 CX1669_MARKER: DD = SURVEY DISK
 CX1669_SETTING: 0 = UNSPECIFIED SETTING
 CX1669_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX1669_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CX1669+SATELLITE: SATELLITE OBSERVATIONS - January 13, 2005
 CX1669
 CX1669  HISTORY     - Date     Condition        Report By
 CX1669  HISTORY     - 1975     MONUMENTED       NMHD
 CX1669  HISTORY     - 20050113 GOOD             NMHD
 CX1669
 CX1669                          STATION DESCRIPTION
 CX1669
 CX1669'DESCRIBED BY NM HIGHWAY DEPT 1975 (CWW)
 CX1669'THE STATION IS IN DONA ANA COUNTY, NEW MEXICO ALONG INTERSTATE
 CX1669'10.  IT IS 3.6 AIRMILES SOUTH-SOUTHEAST OF LAS CRUCES, NEW MEXICO,
 CX1669'1.3 MILES SOUTH OF EXIT 142 AND 8.5 MILES NORTH OF EXIT 151.  21.9
 CX1669'MILES NORTH OF THE NEW MEXICO/TEXAS STATE LINE.
 CX1669'
 CX1669'THE STATION IS AT MILEPOST 142.9.
 CX1669'
 CX1669'TO REACH FROM EXIT 140 (I-10 AND NM-128) WHICH IS WEST-SOUTHWEST
 CX1669'OF LAS CRUCES.  GO SOUTHERLY ON I-10 2.7 MILES TO THE STATION ON
 CX1669'THE LEFT.  STATION IS 51 FEET EAST OF THE CENTER OF THE NORTH
 CX1669'BOUND LANE.  39 FEET WEST OF THE EAST RIGHT OF WAY FENCE UNDER A
 CX1669'DIRECTION SIGN MAIN STREET EXIT, 1 MILE.
 CX1669'
 CX1669'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 CX1669'DISK, SET IN A CONCRETE POST PROJECTING ABOUT SIX INCHES ABOVE THE
 CX1669'GROUND AND STAMPED 3210635024,1975.
 CX1669
 CX1669                          STATION RECOVERY (2005)
 CX1669
 CX1669'RECOVERY NOTE BY NM HIGHWAY DEPT 2005 (WAB)
 CX1669' 
 CX1669'DESCRIPTION IS ADEQUATE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1699 ***********************************************************************
 CX1699  DESIGNATION -  3210635025
 CX1699  PID         -  CX1699
 CX1699  STATE/COUNTY-  NM/DONA ANA
 CX1699  USGS QUAD   -  SAN MIGUEL (1955)
 CX1699
 CX1699                         *CURRENT SURVEY CONTROL
 CX1699  ___________________________________________________________________
 CX1699* NAD 83(1992)-  32 13 20.30414(N)    106 42 18.01876(W)     ADJUSTED  
 CX1699* NAVD 88     -      1202.8    (meters)    3946.     (feet)  VERTCON   
 CX1699  ___________________________________________________________________
 CX1699  LAPLACE CORR-           4.90  (seconds)                    DEFLEC99
 CX1699  GEOID HEIGHT-         -23.81  (meters)                     GEOID03
 CX1699
 CX1699  HORZ ORDER  -  SECOND
 CX1699
 CX1699.The horizontal coordinates were established by classical geodetic methods
 CX1699.and adjusted by the National Geodetic Survey in December 1993..
 CX1699
 CX1699.The NAVD 88 height was computed by applying the VERTCON shift value to
 CX1699.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CX1699
 CX1699.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1699
 CX1699.The geoid height was determined by GEOID03.
 CX1699
 CX1699;                    North         East     Units Scale Factor Converg.
 CX1699;SPC NM C     -   135,606.672   457,113.282   MT  0.99992267   -0 14 33.4
 CX1699;SPC NM C     -   444,902.89  1,499,712.49   sFT  0.99992267   -0 14 33.4
 CX1699;UTM  13      - 3,566,352.042   339,332.620   MT  0.99991834   -0 54 33.5
 CX1699
 CX1699!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1699!SPC NM C     -   0.99981491  x   0.99992267  =   0.99973760
 CX1699!UTM  13      -   0.99981491  x   0.99991834  =   0.99973327
 CX1699
 CX1699:                Primary Azimuth Mark                     Grid Az
 CX1699:SPC NM C     -  3210635026                               149 00 39.4
 CX1699:UTM  13      -  3210635026                               149 40 39.5
 CX1699
 CX1699|---------------------------------------------------------------------|
 CX1699| PID    Reference Object                     Distance      Geod. Az  |
 CX1699|                                                           dddmmss.s |
 CX1699| CX1698 3210635026                          APPROX. 2.8 KM 1484606.0 |
 CX1699|---------------------------------------------------------------------|
 CX1699
 CX1699                          SUPERSEDED SURVEY CONTROL
 CX1699
 CX1699  NAD 83(1986)-  32 13 20.31104(N)    106 42 18.01761(W) AD(       ) 2
 CX1699  NAD 27      -  32 13 19.96547(N)    106 42 16.01830(W) AD(       ) 2
 CX1699  NGVD 29 (07/19/86) 1202.3    (m)         3945.     (f) VERT ANG       
 CX1699
 CX1699.Superseded values are not recommended for survey control.
 CX1699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1699.See file dsdata.txt to determine how the superseded data were derived.
 CX1699
 CX1699_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR3933366352(NAD 83)
 CX1699_MARKER: DD = SURVEY DISK
 CX1699_SETTING: 0 = UNSPECIFIED SETTING
 CX1699_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX1699
 CX1699  HISTORY     - Date     Condition        Report By
 CX1699  HISTORY     - 1975     MONUMENTED       NMHD
 CX1699
 CX1699                          STATION DESCRIPTION
 CX1699
 CX1699'DESCRIBED BY NM HIGHWAY DEPT 1975 (CWW)
 CX1699'THE STATION IS IN DONA ANA COUNTY, NEW MEXICO, ALONG INTERSTATE
 CX1699'10.  IT IS 7.8 AIRMILES SOUTH-SOUTHEAST OF LAS CRUCES, NEW MEXICO
 CX1699'7.2 MILES SOUTH OF EXIT 140 AND IS 4.0 MILES NORTH OF EXIT 151 AND
 CX1699'17.4 MILES NORTH OF THE NEW MEXICO/TEXAS STATE LINE.
 CX1699'
 CX1699'THE STATION IS AT MILEPOST 147.3.
 CX1699'
 CX1699'TO REACH FROM EXIT 140 (I-10 AND NM-128) WHICH IS WEST-SOUTHWEST
 CX1699'OF LAS CRUCES.  GO SOUTHERLY ON I-10 7.2 MILES TO THE STATION ON
 CX1699'THE RIGHT.  STATION IS 43 FEET WEST OF THE CENTER OF THE SOUTH
 CX1699'BOUND LANE AND 7 FEET EAST OF THE WEST RIGHT OF WAY FENCE.
 CX1699'
 CX1699'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 CX1699'DISK, SET IN A CONCRETE POST PROJECTING ABOUT SIX INCHES ABOVE
 CX1699'THE GROUND AND STAMPED 3210635025,1975.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1698 ***********************************************************************
 CX1698  DESIGNATION -  3210635026
 CX1698  PID         -  CX1698
 CX1698  STATE/COUNTY-  NM/DONA ANA
 CX1698  USGS QUAD   -  SAN MIGUEL (1955)
 CX1698
 CX1698                         *CURRENT SURVEY CONTROL
 CX1698  ___________________________________________________________________
 CX1698* NAD 83(1992)-  32 12 03.60672(N)    106 41 23.32345(W)     ADJUSTED  
 CX1698* NAVD 88     -      1197.6    (meters)    3929.     (feet)  VERTCON   
 CX1698  ___________________________________________________________________
 CX1698  LAPLACE CORR-           4.89  (seconds)                    DEFLEC99
 CX1698  GEOID HEIGHT-         -23.79  (meters)                     GEOID03
 CX1698
 CX1698  HORZ ORDER  -  SECOND
 CX1698
 CX1698.The horizontal coordinates were established by classical geodetic methods
 CX1698.and adjusted by the National Geodetic Survey in December 1993..
 CX1698
 CX1698.The NAVD 88 height was computed by applying the VERTCON shift value to
 CX1698.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CX1698
 CX1698.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1698
 CX1698.The geoid height was determined by GEOID03.
 CX1698
 CX1698;                    North         East     Units Scale Factor Converg.
 CX1698;SPC NM C     -   133,238.411   458,535.665   MT  0.99992120   -0 14 03.8
 CX1698;SPC NM C     -   437,133.02  1,504,379.09   sFT  0.99992120   -0 14 03.8
 CX1698;UTM  13      - 3,563,967.410   340,727.349   MT  0.99991284   -0 54 02.4
 CX1698
 CX1698!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1698!SPC NM C     -   0.99981573  x   0.99992120  =   0.99973694
 CX1698!UTM  13      -   0.99981573  x   0.99991284  =   0.99972858
 CX1698
 CX1698:                Primary Azimuth Mark                     Grid Az
 CX1698:SPC NM C     -  3210635027                               148 40 46.2
 CX1698:UTM  13      -  3210635027                               149 20 44.8
 CX1698
 CX1698|---------------------------------------------------------------------|
 CX1698| PID    Reference Object                     Distance      Geod. Az  |
 CX1698|                                                           dddmmss.s |
 CX1698| CX1697 3210635027                          APPROX. 1.7 KM 1482642.4 |
 CX1698|---------------------------------------------------------------------|
 CX1698
 CX1698                          SUPERSEDED SURVEY CONTROL
 CX1698
 CX1698  NAD 83(1986)-  32 12 03.61312(N)    106 41 23.32186(W) AD(       ) 2
 CX1698  NAD 27      -  32 12 03.26846(N)    106 41 21.32802(W) AD(       ) 2
 CX1698  NGVD 29 (07/19/86) 1197.1    (m)         3927.     (f) VERT ANG       
 CX1698
 CX1698.Superseded values are not recommended for survey control.
 CX1698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1698.See file dsdata.txt to determine how the superseded data were derived.
 CX1698
 CX1698_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR4072763967(NAD 83)
 CX1698_MARKER: DD = SURVEY DISK
 CX1698_SETTING: 0 = UNSPECIFIED SETTING
 CX1698_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX1698
 CX1698  HISTORY     - Date     Condition        Report By
 CX1698  HISTORY     - 1975     MONUMENTED       NMHD
 CX1698
 CX1698                          STATION DESCRIPTION
 CX1698
 CX1698'DESCRIBED BY NM HIGHWAY DEPT 1975 (CWW)
 CX1698'THE STATION IS IN DONA ANA COUNTY, NEW MEXICO, ALONG INTERSTATE
 CX1698'10.  IT IS 9.5 AIRMILES SOUTH-SOUTHEAST OF LAS CRUCES, NEW MEXICO
 CX1698'8.9 MILES SOUTH OF EXIT 140 AND IS 2.2 MILES NORTH OF EXIT 151
 CX1698'AND 15.6 MILES NORTH OF THE NEW MEXICO/TEXAS STATE LINE.
 CX1698'
 CX1698'THE STATION IS AT MILEPOST 149.0.
 CX1698'
 CX1698'TO REACH FROM EXIT 140 (I-10 AND NM-128) WHICH IS WEST-SOUTHWEST
 CX1698'OF LAS CRUCES.  GO SOUTHERLY ON I-10 8.9 MILES TO THE STATION ON
 CX1698'THE RIGHT.  STATION IS 73 FEET WEST OF THE CENTER OF THE SOUTH
 CX1698'BOUND LANE AND 7 FEET EAST OF THE WEST RIGHT OF WAY FENCE.
 CX1698'
 CX1698'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 CX1698'DISK, SET IN A CONCRETE POST PROJECTING ABOUT SIX INCHES ABOVE
 CX1698'THE GROUND AND STAMPED 3210635026,1975.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1697 ***********************************************************************
 CX1697  DESIGNATION -  3210635027
 CX1697  PID         -  CX1697
 CX1697  STATE/COUNTY-  NM/DONA ANA
 CX1697  USGS QUAD   -  SAN MIGUEL (1955)
 CX1697
 CX1697                         *CURRENT SURVEY CONTROL
 CX1697  ___________________________________________________________________
 CX1697* NAD 83(1992)-  32 11 17.65874(N)    106 40 50.14233(W)     ADJUSTED  
 CX1697* NAVD 88     -      1200.7    (meters)    3939.     (feet)  VERTCON   
 CX1697  ___________________________________________________________________
 CX1697  LAPLACE CORR-           4.84  (seconds)                    DEFLEC99
 CX1697  GEOID HEIGHT-         -23.78  (meters)                     GEOID03
 CX1697
 CX1697  HORZ ORDER  -  SECOND
 CX1697
 CX1697.The horizontal coordinates were established by classical geodetic methods
 CX1697.and adjusted by the National Geodetic Survey in December 1993..
 CX1697
 CX1697.The NAVD 88 height was computed by applying the VERTCON shift value to
 CX1697.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CX1697
 CX1697.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1697
 CX1697.The geoid height was determined by GEOID03.
 CX1697
 CX1697;                    North         East     Units Scale Factor Converg.
 CX1697;SPC NM C     -   131,819.689   459,398.958   MT  0.99992032   -0 13 45.8
 CX1697;SPC NM C     -   432,478.43  1,507,211.41   sFT  0.99992032   -0 13 45.8
 CX1697;UTM  13      - 3,562,538.761   341,574.081   MT  0.99990953   -0 53 43.6
 CX1697
 CX1697!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1697!SPC NM C     -   0.99981524  x   0.99992032  =   0.99973557
 CX1697!UTM  13      -   0.99981524  x   0.99990953  =   0.99972478
 CX1697
 CX1697:                Primary Azimuth Mark                     Grid Az
 CX1697:SPC NM C     -  3210635028                               149 04 59.1
 CX1697:UTM  13      -  3210635028                               149 44 56.9
 CX1697
 CX1697|---------------------------------------------------------------------|
 CX1697| PID    Reference Object                     Distance      Geod. Az  |
 CX1697|                                                           dddmmss.s |
 CX1697| CX1696 3210635028                          APPROX. 1.9 KM 1485113.3 |
 CX1697|---------------------------------------------------------------------|
 CX1697
 CX1697                          SUPERSEDED SURVEY CONTROL
 CX1697
 CX1697  NAD 83(1986)-  32 11 17.66496(N)    106 40 50.14059(W) AD(       ) 2
 CX1697  NAD 27      -  32 11 17.32017(N)    106 40 48.14910(W) AD(       ) 2
 CX1697  NGVD 29 (07/19/86) 1200.2    (m)         3938.     (f) VERT ANG       
 CX1697
 CX1697.Superseded values are not recommended for survey control.
 CX1697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1697.See file dsdata.txt to determine how the superseded data were derived.
 CX1697
 CX1697_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR4157462539(NAD 83)
 CX1697_MARKER: DD = SURVEY DISK
 CX1697_SETTING: 0 = UNSPECIFIED SETTING
 CX1697_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX1697
 CX1697  HISTORY     - Date     Condition        Report By
 CX1697  HISTORY     - 1975     MONUMENTED       NMHD
 CX1697
 CX1697                          STATION DESCRIPTION
 CX1697
 CX1697'DESCRIBED BY NM HIGHWAY DEPT 1975 (CWW)
 CX1697'THE STATION IS IN DONA ANA COUNTY, NEW MEXICO, ALONG INTERSTATE
 CX1697'10.  IT IS 10.5 AIRMILES SOUTH-SOUTHEAST OF LAS CRUCES, NEW MEXICO
 CX1697'10.0 MILES SOUTH OF EXIT 141 AND IS 1.2 MILES NORTH OF EXIT 151
 CX1697'AND 14.6 MILES NORTH OF THE NEW MEXICO/TEXAS STATE LINE.
 CX1697'
 CX1697'THE STATION IS AT MILEPOST 150.0.
 CX1697'
 CX1697'TO REACH FROM EXIT 140 (I-10 AND NM-128) WHICH IS WEST-SOUTHWEST
 CX1697'OF LAS CRUCES.  GO SOUTHERLY ON I-10 10.0 MILES TO THE STATION ON
 CX1697'THE RIGHT.  STATION IS 64 FEET WEST OF THE CENTER OF THE SOUTH
 CX1697'BOUND LANE AND 21 FEET EAST OF THE WEST RIGHT OF WAY FENCE.
 CX1697'
 CX1697'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 CX1697'DISK, SET IN A CONCRETE POST PROJECTING ABOUT SIX INCHES ABOVE
 CX1697'THE GROUND AND STAMPED 3210635027,1975.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1696 ***********************************************************************
 CX1696  DESIGNATION -  3210635028
 CX1696  PID         -  CX1696
 CX1696  STATE/COUNTY-  NM/DONA ANA
 CX1696  USGS QUAD   -  SAN MIGUEL (1955)
 CX1696
 CX1696                         *CURRENT SURVEY CONTROL
 CX1696  ___________________________________________________________________
 CX1696* NAD 83(1992)-  32 10 25.92172(N)    106 40 13.38149(W)     ADJUSTED  
 CX1696* NAVD 88     -      1195.8    (meters)    3923.     (feet)  VERTCON   
 CX1696  ___________________________________________________________________
 CX1696  LAPLACE CORR-           4.71  (seconds)                    DEFLEC99
 CX1696  GEOID HEIGHT-         -23.76  (meters)                     GEOID03
 CX1696
 CX1696  HORZ ORDER  -  SECOND
 CX1696
 CX1696.The horizontal coordinates were established by classical geodetic methods
 CX1696.and adjusted by the National Geodetic Survey in December 1993..
 CX1696
 CX1696.The NAVD 88 height was computed by applying the VERTCON shift value to
 CX1696.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CX1696
 CX1696.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1696
 CX1696.The geoid height was determined by GEOID03.
 CX1696
 CX1696;                    North         East     Units Scale Factor Converg.
 CX1696;SPC NM C     -   130,222.377   460,355.572   MT  0.99991938   -0 13 25.9
 CX1696;SPC NM C     -   427,237.92  1,510,349.91   sFT  0.99991938   -0 13 25.9
 CX1696;UTM  13      - 3,560,930.458   342,512.054   MT  0.99990587   -0 53 22.7
 CX1696
 CX1696!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1696!SPC NM C     -   0.99981600  x   0.99991938  =   0.99973540
 CX1696!UTM  13      -   0.99981600  x   0.99990587  =   0.99972189
 CX1696
 CX1696:                Primary Azimuth Mark                     Grid Az
 CX1696:SPC NM C     -  3210635029                               148 27 10.1
 CX1696:UTM  13      -  3210635029                               149 07 06.9
 CX1696
 CX1696|---------------------------------------------------------------------|
 CX1696| PID    Reference Object                     Distance      Geod. Az  |
 CX1696|                                                           dddmmss.s |
 CX1696| CX1695 3210635029                          APPROX. 2.4 KM 1481344.2 |
 CX1696|---------------------------------------------------------------------|
 CX1696
 CX1696                          SUPERSEDED SURVEY CONTROL
 CX1696
 CX1696  NAD 83(1986)-  32 10 25.92781(N)    106 40 13.37970(W) AD(       ) 2
 CX1696  NAD 27      -  32 10 25.58218(N)    106 40 11.38971(W) AD(       ) 2
 CX1696  NGVD 29 (07/19/86) 1195.3    (m)         3922.     (f) VERT ANG       
 CX1696
 CX1696.Superseded values are not recommended for survey control.
 CX1696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1696.See file dsdata.txt to determine how the superseded data were derived.
 CX1696
 CX1696_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR4251260930(NAD 83)
 CX1696_MARKER: DD = SURVEY DISK
 CX1696_SETTING: 0 = UNSPECIFIED SETTING
 CX1696_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX1696
 CX1696  HISTORY     - Date     Condition        Report By
 CX1696  HISTORY     - 1975     MONUMENTED       NMHD
 CX1696
 CX1696                          STATION DESCRIPTION
 CX1696
 CX1696'DESCRIBED BY NM HIGHWAY DEPT 1975 (CWW)
 CX1696'THE STATION IS IN DONA ANA COUNTY, NEW MEXICO, ALONG INTERSTATE
 CX1696'10.  IT IS 11.7 AIRMILES SOUTH-SOUTHEAST OF LAS CRUCES, NEW MEXICO
 CX1696'9.8 MILES SOUTH OF EXIT 142 AND IS ON EXIT 151--13.4 MILES NORTH
 CX1696'OF THE NEW MEXICO/TEXAS STATE LINE.
 CX1696'
 CX1696'THE STATION IS AT MILEPOST 151.2.
 CX1696'
 CX1696'TO REACH FROM EXIT 140 (I-10 AND NM-128) WHICH IS WEST-SOUTHWEST
 CX1696'OF LAS CRUCES.  GO SOUTHERLY ON I-10 11.2 MILES TO THE STATION ON
 CX1696'THE RIGHT.  STATION IS 86 FEET WEST OF THE CENTER OF THE SOUTH
 CX1696'BOUND LANE--21 FEET SOUTH OF THE CENTER OF THE OVERPASS ROAD AT THE
 CX1696'SOUTHWEST CORNER OF THE BRIDGE.
 CX1696'
 CX1696'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 CX1696'DISK, SET IN A CONCRETE POST PROJECTING ABOUT SIX INCHES ABOVE
 CX1696'THE GROUND AND STAMPED 3210635028,1975.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1695 ***********************************************************************
 CX1695  DESIGNATION -  3210635029
 CX1695  PID         -  CX1695
 CX1695  STATE/COUNTY-  NM/DONA ANA
 CX1695  USGS QUAD   -  SAN MIGUEL (1955)
 CX1695
 CX1695                         *CURRENT SURVEY CONTROL
 CX1695  ___________________________________________________________________
 CX1695* NAD 83(1992)-  32 09 18.68970(N)    106 39 24.43698(W)     ADJUSTED  
 CX1695* NAVD 88     -      1195.4    (meters)    3922.     (feet)  VERTCON   
 CX1695  ___________________________________________________________________
 CX1695  LAPLACE CORR-           4.47  (seconds)                    DEFLEC99
 CX1695  GEOID HEIGHT-         -23.76  (meters)                     GEOID03
 CX1695
 CX1695  HORZ ORDER  -  SECOND
 CX1695
 CX1695.The horizontal coordinates were established by classical geodetic methods
 CX1695.and adjusted by the National Geodetic Survey in December 1993..
 CX1695
 CX1695.The NAVD 88 height was computed by applying the VERTCON shift value to
 CX1695.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CX1695
 CX1695.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1695
 CX1695.The geoid height was determined by GEOID03.
 CX1695
 CX1695;                    North         East     Units Scale Factor Converg.
 CX1695;SPC NM C     -   128,146.706   461,629.901   MT  0.99991815   -0 12 59.4
 CX1695;SPC NM C     -   420,427.98  1,514,530.77   sFT  0.99991815   -0 12 59.4
 CX1695;UTM  13      - 3,558,840.155   343,762.165   MT  0.99990104   -0 52 55.0
 CX1695
 CX1695!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1695!SPC NM C     -   0.99981607  x   0.99991815  =   0.99973423
 CX1695!UTM  13      -   0.99981607  x   0.99990104  =   0.99971712
 CX1695
 CX1695:                Primary Azimuth Mark                     Grid Az
 CX1695:SPC NM C     -  3210635030                               152 25 22.2
 CX1695:UTM  13      -  3210635030                               153 05 17.8
 CX1695
 CX1695|---------------------------------------------------------------------|
 CX1695| PID    Reference Object                     Distance      Geod. Az  |
 CX1695|                                                           dddmmss.s |
 CX1695| CX1694 3210635030                          APPROX. 2.1 KM 1521222.8 |
 CX1695|---------------------------------------------------------------------|
 CX1695
 CX1695                          SUPERSEDED SURVEY CONTROL
 CX1695
 CX1695  NAD 83(1986)-  32 09 18.69563(N)    106 39 24.43513(W) AD(       ) 2
 CX1695  NAD 27      -  32 09 18.34906(N)    106 39 22.44756(W) AD(       ) 2
 CX1695  NGVD 29 (07/19/86) 1194.9    (m)         3920.     (f) VERT ANG       
 CX1695
 CX1695.Superseded values are not recommended for survey control.
 CX1695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1695.See file dsdata.txt to determine how the superseded data were derived.
 CX1695
 CX1695_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR4376258840(NAD 83)
 CX1695_MARKER: DD = SURVEY DISK
 CX1695_SETTING: 0 = UNSPECIFIED SETTING
 CX1695_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX1695
 CX1695  HISTORY     - Date     Condition        Report By
 CX1695  HISTORY     - 1975     MONUMENTED       NMHD
 CX1695
 CX1695                          STATION DESCRIPTION
 CX1695
 CX1695'DESCRIBED BY NM HIGHWAY DEPT 1975 (CWW)
 CX1695'THE STATION IS IN DONA ANA COUNTY, NEW MEXICO, ALONG INTERSTATE
 CX1695'10, IT IS 13.2 AIRMILES SOUTH-SOUTHEAST OF LAS CRUCES, NEW MEXICO
 CX1695'1.6 MILES SOUTH OF EXIT 151 AND IS 2.3 MILES NORTH OF EXIT 155
 CX1695'AND 11.8 MILES NORTH OF THE NEW MEXICO/TEXAS STATE LINE.
 CX1695'
 CX1695'THE STATION IS AT MILEPOST 152.8.
 CX1695'
 CX1695'TO REACH FROM EXIT 140 (I-10 AND NM-128) WHICH IS WEST-SOUTHWEST
 CX1695'OF LAS CRUCES.  GO SOUTHERLY ON I-10 12.8 MILES TO THE STATION ON
 CX1695'THE RIGHT.  STATION IS 36 FEET WEST OF THE CENTER OF THE SOUTH
 CX1695'BOUND LANE AND 7 FEET EAST OF THE WEST RIGHT OF WAY FENCE.
 CX1695'
 CX1695'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 CX1695'DISK, SET IN A CONCRETE POST PROJECTING ABOUT SIX INCHES ABOVE THE
 CX1695'GROUND AND STAMPED 3210635029,1975.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1694 ***********************************************************************
 CX1694  DESIGNATION -  3210635030
 CX1694  PID         -  CX1694
 CX1694  STATE/COUNTY-  NM/DONA ANA
 CX1694  USGS QUAD   -  SAN MIGUEL (1955)
 CX1694
 CX1694                         *CURRENT SURVEY CONTROL
 CX1694  ___________________________________________________________________
 CX1694* NAD 83(1992)-  32 08 18.86356(N)    106 38 47.37600(W)     ADJUSTED  
 CX1694* NAVD 88     -      1194.2    (meters)    3918.     (feet)  VERTCON   
 CX1694  ___________________________________________________________________
 CX1694  LAPLACE CORR-           4.16  (seconds)                    DEFLEC99
 CX1694  GEOID HEIGHT-         -23.77  (meters)                     GEOID03
 CX1694
 CX1694  HORZ ORDER  -  SECOND
 CX1694
 CX1694.The horizontal coordinates were established by classical geodetic methods
 CX1694.and adjusted by the National Geodetic Survey in December 1993..
 CX1694
 CX1694.The NAVD 88 height was computed by applying the VERTCON shift value to
 CX1694.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CX1694
 CX1694.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1694
 CX1694.The geoid height was determined by GEOID03.
 CX1694
 CX1694;                    North         East     Units Scale Factor Converg.
 CX1694;SPC NM C     -   126,300.447   462,594.168   MT  0.99991725   -0 12 39.3
 CX1694;SPC NM C     -   414,370.72  1,517,694.37   sFT  0.99991725   -0 12 39.3
 CX1694;UTM  13      - 3,556,982.858   344,704.912   MT  0.99989741   -0 52 33.8
 CX1694
 CX1694!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1694!SPC NM C     -   0.99981625  x   0.99991725  =   0.99973352
 CX1694!UTM  13      -   0.99981625  x   0.99989741  =   0.99971368
 CX1694
 CX1694:                Primary Azimuth Mark                     Grid Az
 CX1694:SPC NM C     -  3210635031                               156 19 43.5
 CX1694:UTM  13      -  3210635031                               156 59 38.0
 CX1694
 CX1694|---------------------------------------------------------------------|
 CX1694| PID    Reference Object                     Distance      Geod. Az  |
 CX1694|                                                           dddmmss.s |
 CX1694| CX1693 3210635031                          APPROX. 1.6 KM 1560704.2 |
 CX1694|---------------------------------------------------------------------|
 CX1694
 CX1694                          SUPERSEDED SURVEY CONTROL
 CX1694
 CX1694  NAD 83(1986)-  32 08 18.86932(N)    106 38 47.37409(W) AD(       ) 2
 CX1694  NAD 27      -  32 08 18.52171(N)    106 38 45.38842(W) AD(       ) 2
 CX1694  NGVD 29 (07/19/86) 1193.7    (m)         3916.     (f) VERT ANG       
 CX1694
 CX1694.Superseded values are not recommended for survey control.
 CX1694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1694.See file dsdata.txt to determine how the superseded data were derived.
 CX1694
 CX1694_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR4470556983(NAD 83)
 CX1694_MARKER: DD = SURVEY DISK
 CX1694_SETTING: 0 = UNSPECIFIED SETTING
 CX1694_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX1694
 CX1694  HISTORY     - Date     Condition        Report By
 CX1694  HISTORY     - 1975     MONUMENTED       NMHD
 CX1694
 CX1694                          STATION DESCRIPTION
 CX1694
 CX1694'DESCRIBED BY NM HIGHWAY DEPT 1975 (CWW)
 CX1694'THE STATION IS IN DONA ANA COUNTY, NEW MEXICO, ALONG INTERSTATE
 CX1694'10, IT IS 14.5 AIRMILES SOUTH-SOUTHEAST OF LAS CRUCES, NEW
 CX1694'MEXICO 2.9 MILES SOUTH OF EXIT 151 AND IS 1.0 MILES NORTH OF EXIT
 CX1694'155 AND 10.5 MILES NORTH OF THE NEW MEXICO/TEXAS STATE LINE.
 CX1694'
 CX1694'THE STATION IS AT MILEPOST 154.0.
 CX1694'
 CX1694'TO REACH FROM EXIT 140 (I-10 AND NM-128) WHICH IS WEST-SOUTHWEST
 CX1694'OF LAS CRUCES.  GO SOUTHERLY ON I-10 14.1 MILES TO THE STATION
 CX1694'ON THE RIGHT.  STATION IS 71 FEET WEST OF THE CENTER OF THE
 CX1694'SOUTH BOUND LANE AND 9 FEET EAST OF THE WEST RIGHT OF WAY FENCE.
 CX1694'
 CX1694'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 CX1694'DISK, SET IN A CONCRETE POST PROJECTING ABOUT SIX INCHES ABOVE
 CX1694'THE GROUND AND STAMPED 3210635030,1975.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1693 ***********************************************************************
 CX1693  DESIGNATION -  3210635031
 CX1693  PID         -  CX1693
 CX1693  STATE/COUNTY-  NM/DONA ANA
 CX1693  USGS QUAD   -  SAN MIGUEL (1955)
 CX1693
 CX1693                         *CURRENT SURVEY CONTROL
 CX1693  ___________________________________________________________________
 CX1693* NAD 83(1992)-  32 07 32.66134(N)    106 38 23.33711(W)     ADJUSTED  
 CX1693* NAVD 88     -      1196.2    (meters)    3925.     (feet)  VERTCON   
 CX1693  ___________________________________________________________________
 CX1693  LAPLACE CORR-           3.95  (seconds)                    DEFLEC99
 CX1693  GEOID HEIGHT-         -23.78  (meters)                     GEOID03
 CX1693
 CX1693  HORZ ORDER  -  SECOND
 CX1693
 CX1693.The horizontal coordinates were established by classical geodetic methods
 CX1693.and adjusted by the National Geodetic Survey in December 1993..
 CX1693
 CX1693.The NAVD 88 height was computed by applying the VERTCON shift value to
 CX1693.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CX1693
 CX1693.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1693
 CX1693.The geoid height was determined by GEOID03.
 CX1693
 CX1693;                    North         East     Units Scale Factor Converg.
 CX1693;SPC NM C     -   124,875.130   463,218.986   MT  0.99991668   -0 12 26.3
 CX1693;SPC NM C     -   409,694.49  1,519,744.29   sFT  0.99991668   -0 12 26.3
 CX1693;UTM  13      - 3,555,550.415   345,313.133   MT  0.99989509   -0 52 19.9
 CX1693
 CX1693!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1693!SPC NM C     -   0.99981594  x   0.99991668  =   0.99973264
 CX1693!UTM  13      -   0.99981594  x   0.99989509  =   0.99971105
 CX1693
 CX1693:                Primary Azimuth Mark                     Grid Az
 CX1693:SPC NM C     -  3210635032                               154 12 56.7
 CX1693:UTM  13      -  3210635032                               154 52 50.3
 CX1693
 CX1693|---------------------------------------------------------------------|
 CX1693| PID    Reference Object                     Distance      Geod. Az  |
 CX1693|                                                           dddmmss.s |
 CX1693| CX1691 3210635032                          APPROX. 2.8 KM 1540030.4 |
 CX1693|---------------------------------------------------------------------|
 CX1693
 CX1693                          SUPERSEDED SURVEY CONTROL
 CX1693
 CX1693  NAD 83(1986)-  32 07 32.66699(N)    106 38 23.33520(W) AD(       ) 2
 CX1693  NAD 27      -  32 07 32.31843(N)    106 38 21.35074(W) AD(       ) 2
 CX1693  NGVD 29 (07/19/86) 1195.7    (m)         3923.     (f) VERT ANG       
 CX1693
 CX1693.Superseded values are not recommended for survey control.
 CX1693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1693.See file dsdata.txt to determine how the superseded data were derived.
 CX1693
 CX1693_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR4531355550(NAD 83)
 CX1693_MARKER: DD = SURVEY DISK
 CX1693_SETTING: 0 = UNSPECIFIED SETTING
 CX1693_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX1693
 CX1693  HISTORY     - Date     Condition        Report By
 CX1693  HISTORY     - 1975     MONUMENTED       NMHD
 CX1693
 CX1693                          STATION DESCRIPTION
 CX1693
 CX1693'DESCRIBED BY NM HIGHWAY DEPT 1975 (CWW)
 CX1693'THE STATION IS IN DONA ANA COUNTY, NEW MEXICO, ALONG INTERSTATE
 CX1693'10, IT IS 15.5 AIRMILES SOUTH-SOUTHEAST OF LAS CRUCES, NEW
 CX1693'MEXICO 3.9 MILES SOUTH OF EXIT 151 AND IS ON EXIT 155--9.5 MILES
 CX1693'NORTH OF THE NEW MEXICO/TEXAS STATE LINE.
 CX1693'
 CX1693'THE STATION IS AT MILEPOST 155.0.
 CX1693'
 CX1693'TO REACH FROM EXIT 140 (I-10 AND NM-128) WHICH IS WEST-SOUTHWEST
 CX1693'OF LAS CRUCES.  GO SOUTHERLY ON I-10 15.1 MILES TO THE STATION
 CX1693'ON THE RIGHT.  STATION IS 97 FEET WEST OF THE CENTER OF THE
 CX1693'SOUTH BOUND LANE--20 FEET NORTH OF THE CENTER OF THE OVERPASS ROAD
 CX1693'NEAR THE NORTHWEST CORNER OF THE BRIDGE.
 CX1693'
 CX1693'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 CX1693'DISK, SET IN A CONCRETE POST PROJECTING ABOUT SIX INCHES ABOVE
 CX1693'THE GROUND AND STAMPED 3210635031,1975.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1691 ***********************************************************************
 CX1691  DESIGNATION -  3210635032
 CX1691  PID         -  CX1691
 CX1691  STATE/COUNTY-  NM/DONA ANA
 CX1691  USGS QUAD   -  LA MESA (1955)
 CX1691
 CX1691                         *CURRENT SURVEY CONTROL
 CX1691  ___________________________________________________________________
 CX1691* NAD 83(1992)-  32 06 10.06416(N)    106 37 36.02803(W)     ADJUSTED  
 CX1691* NAVD 88     -      1190.0    (meters)    3904.     (feet)  VERTCON   
 CX1691  ___________________________________________________________________
 CX1691  LAPLACE CORR-           3.57  (seconds)                    DEFLEC99
 CX1691  GEOID HEIGHT-         -23.80  (meters)                     GEOID03
 CX1691
 CX1691  HORZ ORDER  -  SECOND
 CX1691
 CX1691.The horizontal coordinates were established by classical geodetic methods
 CX1691.and adjusted by the National Geodetic Survey in December 1993..
 CX1691
 CX1691.The NAVD 88 height was computed by applying the VERTCON shift value to
 CX1691.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CX1691
 CX1691.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1691
 CX1691.The geoid height was determined by GEOID03.
 CX1691
 CX1691;                    North         East     Units Scale Factor Converg.
 CX1691;SPC NM C     -   122,326.754   464,450.059   MT  0.99991558   -0 12 00.7
 CX1691;SPC NM C     -   401,333.69  1,523,783.24   sFT  0.99991558   -0 12 00.7
 CX1691;UTM  13      - 3,552,987.989   346,514.532   MT  0.99989053   -0 51 52.7
 CX1691
 CX1691!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1691!SPC NM C     -   0.99981692  x   0.99991558  =   0.99973251
 CX1691!UTM  13      -   0.99981692  x   0.99989053  =   0.99970747
 CX1691
 CX1691:                Primary Azimuth Mark                     Grid Az
 CX1691:SPC NM C     -  3210635033                               158 12 59.5
 CX1691:UTM  13      -  3210635033                               158 52 51.5
 CX1691
 CX1691|---------------------------------------------------------------------|
 CX1691| PID    Reference Object                     Distance      Geod. Az  |
 CX1691|                                                           dddmmss.s |
 CX1691| CX1689 3210635033                          APPROX. 1.7 KM 1580058.8 |
 CX1691|---------------------------------------------------------------------|
 CX1691
 CX1691                          SUPERSEDED SURVEY CONTROL
 CX1691
 CX1691  NAD 83(1986)-  32 06 10.06953(N)    106 37 36.02604(W) AD(       ) 2
 CX1691  NAD 27      -  32 06 09.71875(N)    106 37 34.04437(W) AD(       ) 2
 CX1691  NGVD 29 (07/19/86) 1189.5    (m)         3903.     (f) VERT ANG       
 CX1691
 CX1691.Superseded values are not recommended for survey control.
 CX1691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1691.See file dsdata.txt to determine how the superseded data were derived.
 CX1691
 CX1691_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR4651552988(NAD 83)
 CX1691_MARKER: DD = SURVEY DISK
 CX1691_SETTING: 0 = UNSPECIFIED SETTING
 CX1691_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX1691
 CX1691  HISTORY     - Date     Condition        Report By
 CX1691  HISTORY     - 1975     MONUMENTED       NMHD
 CX1691
 CX1691                          STATION DESCRIPTION
 CX1691
 CX1691'DESCRIBED BY NM HIGHWAY DEPT 1975 (CWW)
 CX1691'THE STATION IS IN DONA ANA COUNTY, NEW MEXICO, ALONG INTERSTATE
 CX1691'10, IT IS 17.2 AIRMILES SOUTH-SOUTHEAST OF LAS CRUCES, NEW
 CX1691'MEXICO 1.3 MILES SOUTH OF EXIT 155 AND IS 3.8 MILES NORTH OF EXIT
 CX1691'167 AND 7.7 MILES NORTH OF THE NEW MEXICO/TEXAS STATE LINE.
 CX1691'
 CX1691'THE STATION IS AT MILEPOST 156.7.
 CX1691'
 CX1691'TO REACH FROM EXIT 140 (I-10 AND NM-128) WHICH IS WEST-SOUTHWEST
 CX1691'OF LAS CRUCES.  GO SOUTHERLY ON I-10 16.9 MILES TO THE STATION
 CX1691'ON THE LEFT.  STATION IS 63 FEET EAST OF THE CENTER OF THE NORTH
 CX1691'BOUND LANE AND 6 FEET WEST OF THE EAST RIGHT OF WAY FENCE.
 CX1691'
 CX1691'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 CX1691'DISK, SET IN A CONCRETE POST PROJECTING ABOUT SIX INCHES ABOVE
 CX1691'THE GROUND AND STAMPED 3210635032,1975.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1689 ***********************************************************************
 CX1689  DESIGNATION -  3210635033
 CX1689  PID         -  CX1689
 CX1689  STATE/COUNTY-  NM/DONA ANA
 CX1689  USGS QUAD   -  ANTHONY (1955)
 CX1689
 CX1689                         *CURRENT SURVEY CONTROL
 CX1689  ___________________________________________________________________
 CX1689* NAD 83(1992)-  32 05 17.57467(N)    106 37 11.13816(W)     ADJUSTED  
 CX1689* NAVD 88     -      1189.1    (meters)    3901.     (feet)  VERTCON   
 CX1689  ___________________________________________________________________
 CX1689  LAPLACE CORR-           3.45  (seconds)                    DEFLEC99
 CX1689  GEOID HEIGHT-         -23.81  (meters)                     GEOID03
 CX1689
 CX1689  HORZ ORDER  -  SECOND
 CX1689
 CX1689.The horizontal coordinates were established by classical geodetic methods
 CX1689.and adjusted by the National Geodetic Survey in December 1993..
 CX1689
 CX1689.The NAVD 88 height was computed by applying the VERTCON shift value to
 CX1689.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CX1689
 CX1689.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1689
 CX1689.The geoid height was determined by GEOID03.
 CX1689
 CX1689;                    North         East     Units Scale Factor Converg.
 CX1689;SPC NM C     -   120,707.842   465,097.038   MT  0.99991502   -0 11 47.1
 CX1689;SPC NM C     -   396,022.31  1,525,905.87   sFT  0.99991502   -0 11 47.1
 CX1689;UTM  13      - 3,551,361.727   347,142.680   MT  0.99988815   -0 51 38.2
 CX1689
 CX1689!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1689!SPC NM C     -   0.99981706  x   0.99991502  =   0.99973210
 CX1689!UTM  13      -   0.99981706  x   0.99988815  =   0.99970523
 CX1689
 CX1689:                Primary Azimuth Mark                     Grid Az
 CX1689:SPC NM C     -  3210635034                               156 10 22.7
 CX1689:UTM  13      -  3210635034                               156 50 13.8
 CX1689
 CX1689|---------------------------------------------------------------------|
 CX1689| PID    Reference Object                     Distance      Geod. Az  |
 CX1689|                                                           dddmmss.s |
 CX1689| CX1688 3210635034                          APPROX. 2.1 KM 1555835.6 |
 CX1689|---------------------------------------------------------------------|
 CX1689
 CX1689                          SUPERSEDED SURVEY CONTROL
 CX1689
 CX1689  NAD 83(1986)-  32 05 17.57992(N)    106 37 11.13618(W) AD(       ) 2
 CX1689  NAD 27      -  32 05 17.22753(N)    106 37 09.15618(W) AD(       ) 2
 CX1689  NGVD 29 (07/19/86) 1188.6    (m)         3900.     (f) VERT ANG       
 CX1689
 CX1689.Superseded values are not recommended for survey control.
 CX1689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1689.See file dsdata.txt to determine how the superseded data were derived.
 CX1689
 CX1689_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR4714351362(NAD 83)
 CX1689_MARKER: DD = SURVEY DISK
 CX1689_SETTING: 0 = UNSPECIFIED SETTING
 CX1689_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX1689
 CX1689  HISTORY     - Date     Condition        Report By
 CX1689  HISTORY     - 1975     MONUMENTED       NMHD
 CX1689
 CX1689                          STATION DESCRIPTION
 CX1689
 CX1689'DESCRIBED BY NM HIGHWAY DEPT 1975 (CWW)
 CX1689'THE STATION IS IN DONA ANA COUNTY, NEW MEXICO, ALONG INTERSTATE
 CX1689'10, IT IS 18.3 AIRMILES SOUTH-SOUTHEAST OF LAS CRUCES, NEW
 CX1689'MEXICO 2.9 MILES SOUTH OF EXIT 155 AND IS 2.6 MILES NORTH OF EXIT
 CX1689'160 AND 6.6 MILES NORTH OF THE NEW MEXICO/TEXAS STATE LINE.
 CX1689'
 CX1689'THE STATION IS AT MILEPOST 157.8.
 CX1689'
 CX1689'TO REACH FROM EXIT 140 (I-10 AND NM-128) WHICH IS WEST-SOUTHWEST
 CX1689'OF LAS CRUCES.  GO SOUTHERLY ON I-10 18.0 MILES TO THE STATION
 CX1689'ON THE RIGHT.  STATION IS 26 FEET WEST OF THE CENTER OF THE SOUTH
 CX1689'BOUND LANE--3 FEET EAST OF A GUARDRAIL BY A CONCRETE CULVERT
 CX1689'HEADWALL.
 CX1689'
 CX1689'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 CX1689'DISK, SET IN A CONCRETE POST PROJECTING ABOUT SIX INCHES ABOVE
 CX1689'THE GROUND AND STAMPED 3210635033,1975.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1688 ***********************************************************************
 CX1688  DESIGNATION -  3210635034
 CX1688  PID         -  CX1688
 CX1688  STATE/COUNTY-  NM/DONA ANA
 CX1688  USGS QUAD   -  ANTHONY (1955)
 CX1688
 CX1688                         *CURRENT SURVEY CONTROL
 CX1688  ___________________________________________________________________
 CX1688* NAD 83(1992)-  32 04 15.01687(N)    106 36 38.39247(W)     ADJUSTED  
 CX1688* NAVD 88     -      1183.4    (meters)    3883.     (feet)  VERTCON   
 CX1688  ___________________________________________________________________
 CX1688  LAPLACE CORR-           3.34  (seconds)                    DEFLEC99
 CX1688  GEOID HEIGHT-         -23.83  (meters)                     GEOID03
 CX1688
 CX1688  HORZ ORDER  -  SECOND
 CX1688
 CX1688.The horizontal coordinates were established by classical geodetic methods
 CX1688.and adjusted by the National Geodetic Survey in December 1993..
 CX1688
 CX1688.The NAVD 88 height was computed by applying the VERTCON shift value to
 CX1688.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CX1688
 CX1688.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1688
 CX1688.The geoid height was determined by GEOID03.
 CX1688
 CX1688;                    North         East     Units Scale Factor Converg.
 CX1688;SPC NM C     -   118,778.188   465,949.206   MT  0.99991429   -0 11 29.4
 CX1688;SPC NM C     -   389,691.44  1,528,701.69   sFT  0.99991429   -0 11 29.4
 CX1688;UTM  13      - 3,549,422.381   347,972.405   MT  0.99988503   -0 51 19.3
 CX1688
 CX1688!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1688!SPC NM C     -   0.99981796  x   0.99991429  =   0.99973226
 CX1688!UTM  13      -   0.99981796  x   0.99988503  =   0.99970301
 CX1688
 CX1688:                Primary Azimuth Mark                     Grid Az
 CX1688:SPC NM C     -  3210635035                               156 19 39.2
 CX1688:UTM  13      -  3210635035                               156 59 29.1
 CX1688
 CX1688|---------------------------------------------------------------------|
 CX1688| PID    Reference Object                     Distance      Geod. Az  |
 CX1688|                                                           dddmmss.s |
 CX1688| CX1687 3210635035                          APPROX. 2.0 KM 1560809.8 |
 CX1688|---------------------------------------------------------------------|
 CX1688
 CX1688                          SUPERSEDED SURVEY CONTROL
 CX1688
 CX1688  NAD 83(1986)-  32 04 15.02193(N)    106 36 38.39050(W) AD(       ) 2
 CX1688  NAD 27      -  32 04 14.66764(N)    106 36 36.41270(W) AD(       ) 2
 CX1688  NGVD 29 (07/19/86) 1182.9    (m)         3881.     (f) VERT ANG       
 CX1688
 CX1688.Superseded values are not recommended for survey control.
 CX1688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1688.See file dsdata.txt to determine how the superseded data were derived.
 CX1688
 CX1688_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR4797249422(NAD 83)
 CX1688_MARKER: DD = SURVEY DISK
 CX1688_SETTING: 0 = UNSPECIFIED SETTING
 CX1688_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX1688
 CX1688  HISTORY     - Date     Condition        Report By
 CX1688  HISTORY     - 1975     MONUMENTED       NMHD
 CX1688
 CX1688                          STATION DESCRIPTION
 CX1688
 CX1688'DESCRIBED BY NM HIGHWAY DEPT 1975 (CWW)
 CX1688'THE STATION IS IN DONA ANA COUNTY, NEW MEXICO, ALONG INTERSTATE
 CX1688'10, IT IS 19.6 AIRMILES SOUTH-SOUTHEAST OF LAS CRUCES, NEW
 CX1688'MEXICO 4.2 MILES SOUTH OF EXIT 155 AND IS 1.3 MILES NORTH OF EXIT
 CX1688'160 AND 5.2 MILES NORTH OF THE NEW MEXICO/TEXAS STATE LINE.
 CX1688'
 CX1688'THE STATION IS AT MILEPOST 159.1.
 CX1688'
 CX1688'TO REACH FROM EXIT 140 (I-10 AND NM-128) WHICH IS WEST-SOUTHWEST
 CX1688'OF LAS CRUCES.  GO SOUTHERLY ON I-10 19.3 MILES TO THE STATION ON
 CX1688'THE RIGHT.  STATION IS 44 FEET WEST OF THE CENTER OF THE SOUTH
 CX1688'BOUND LANE--IN THE VICINITY OF A TRUCK WEIGHT CHECK STATION.
 CX1688'
 CX1688'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 CX1688'DISK, SET IN A CONCRETE POST PROJECTING ABOUT SIX INCHES ABOVE
 CX1688'THE GROUND AND STAMPED 3210635034,1975.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1687 ***********************************************************************
 CX1687  DESIGNATION -  3210635035
 CX1687  PID         -  CX1687
 CX1687  STATE/COUNTY-  NM/DONA ANA
 CX1687  USGS QUAD   -  ANTHONY (1955)
 CX1687
 CX1687                         *CURRENT SURVEY CONTROL
 CX1687  ___________________________________________________________________
 CX1687* NAD 83(1992)-  32 03 14.85993(N)    106 36 07.14469(W)     ADJUSTED  
 CX1687* NAVD 88     -      1192.9    (meters)    3914.     (feet)  VERTCON   
 CX1687  ___________________________________________________________________
 CX1687  LAPLACE CORR-           3.35  (seconds)                    DEFLEC99
 CX1687  GEOID HEIGHT-         -23.84  (meters)                     GEOID03
 CX1687
 CX1687  HORZ ORDER  -  SECOND
 CX1687
 CX1687.The horizontal coordinates were established by classical geodetic methods
 CX1687.and adjusted by the National Geodetic Survey in December 1993..
 CX1687
 CX1687.The NAVD 88 height was computed by applying the VERTCON shift value to
 CX1687.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CX1687
 CX1687.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1687
 CX1687.The geoid height was determined by GEOID03.
 CX1687
 CX1687;                    North         East     Units Scale Factor Converg.
 CX1687;SPC NM C     -   116,922.686   466,762.652   MT  0.99991362   -0 11 12.5
 CX1687;SPC NM C     -   383,603.85  1,531,370.47   sFT  0.99991362   -0 11 12.5
 CX1687;UTM  13      - 3,547,557.637   348,764.279   MT  0.99988207   -0 51 01.3
 CX1687
 CX1687!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1687!SPC NM C     -   0.99981647  x   0.99991362  =   0.99973010
 CX1687!UTM  13      -   0.99981647  x   0.99988207  =   0.99969856
 CX1687
 CX1687:                Primary Azimuth Mark                     Grid Az
 CX1687:SPC NM C     -  3210635036                               159 43 09.5
 CX1687:UTM  13      -  3210635036                               160 22 58.3
 CX1687
 CX1687|---------------------------------------------------------------------|
 CX1687| PID    Reference Object                     Distance      Geod. Az  |
 CX1687|                                                           dddmmss.s |
 CX1687| CX1686 3210635036                          APPROX. 3.5 KM 1593157.0 |
 CX1687|---------------------------------------------------------------------|
 CX1687
 CX1687                          SUPERSEDED SURVEY CONTROL
 CX1687
 CX1687  NAD 83(1986)-  32 03 14.86482(N)    106 36 07.14278(W) AD(       ) 2
 CX1687  NAD 27      -  32 03 14.50873(N)    106 36 05.16697(W) AD(       ) 2
 CX1687  NGVD 29 (07/19/86) 1192.4    (m)         3912.     (f) VERT ANG       
 CX1687
 CX1687.Superseded values are not recommended for survey control.
 CX1687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1687.See file dsdata.txt to determine how the superseded data were derived.
 CX1687
 CX1687_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR4876447558(NAD 83)
 CX1687_MARKER: DD = SURVEY DISK
 CX1687_SETTING: 0 = UNSPECIFIED SETTING
 CX1687_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX1687
 CX1687  HISTORY     - Date     Condition        Report By
 CX1687  HISTORY     - 1975     MONUMENTED       NMHD
 CX1687
 CX1687                          STATION DESCRIPTION
 CX1687
 CX1687'DESCRIBED BY NM HIGHWAY DEPT 1975 (CWW)
 CX1687'THE STATION IS IN DONA ANA COUNTY, NEW MEXICO, ALONG INTERSTATE
 CX1687'10, IT IS 20.8 AIRMILES SOUTH-SOUTHEAST OF LAS CRUCES, NEW
 CX1687'MEXICO 5.5 MILES SOUTH OF EXIT 155 AND IS ON EXIT 160--3.9 MILES
 CX1687'NORTH OF THE NEW MEXICO/TEXAS STATE LINE.
 CX1687'
 CX1687'THE STATION IS AT MILEPOST 160.4.
 CX1687'
 CX1687'TO REACH FROM EXIT 140 (I-10 AND NM-128) WHICH IS WEST-SOUTHWEST
 CX1687'OF LAS CRUCES.  GO SOUTHERLY ON I-10 20.6 MILES TO THE STATION
 CX1687'ON THE RIGHT.  STATION IS 83 FEET WEST OF THE CENTER OF THE SOUTH
 CX1687'BOUND LANE--17 FEET SOUTH OF THE CENTER OF THE OVERPASS ROAD,
 CX1687'NEAR THE SOUTHWEST CORNER OF THE BRIDGE.
 CX1687'
 CX1687'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 CX1687'DISK, SET IN A CONCRETE POST PROJECTING ABOUT SIX INCHES ABOVE
 CX1687'THE GROUND AND STAMPED 3210635035,1975.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1686 ***********************************************************************
 CX1686  DESIGNATION -  3210635036
 CX1686  PID         -  CX1686
 CX1686  STATE/COUNTY-  NM/DONA ANA
 CX1686  USGS QUAD   -  ANTHONY (1955)
 CX1686
 CX1686                         *CURRENT SURVEY CONTROL
 CX1686  ___________________________________________________________________
 CX1686* NAD 83(1992)-  32 01 28.59375(N)    106 35 20.58934(W)     ADJUSTED  
 CX1686* NAVD 88     -      1196.9    (meters)    3927.     (feet)  VERTCON   
 CX1686  ___________________________________________________________________
 CX1686  LAPLACE CORR-           3.63  (seconds)                    DEFLEC99
 CX1686  GEOID HEIGHT-         -23.86  (meters)                     GEOID03
 CX1686
 CX1686  HORZ ORDER  -  SECOND
 CX1686
 CX1686.The horizontal coordinates were established by classical geodetic methods
 CX1686.and adjusted by the National Geodetic Survey in December 1993..
 CX1686
 CX1686.The NAVD 88 height was computed by applying the VERTCON shift value to
 CX1686.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CX1686
 CX1686.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1686
 CX1686.The geoid height was determined by GEOID03.
 CX1686
 CX1686;                    North         East     Units Scale Factor Converg.
 CX1686;SPC NM C     -   113,645.860   467,973.536   MT  0.99991265   -0 10 47.3
 CX1686;SPC NM C     -   372,853.13  1,535,343.18   sFT  0.99991265   -0 10 47.3
 CX1686;UTM  13      - 3,544,267.123   349,937.109   MT  0.99987772   -0 50 34.1
 CX1686
 CX1686!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1686!SPC NM C     -   0.99981584  x   0.99991265  =   0.99972851
 CX1686!UTM  13      -   0.99981584  x   0.99987772  =   0.99969358
 CX1686
 CX1686:                Primary Azimuth Mark                     Grid Az
 CX1686:SPC NM C     -  3210635037                               159 07 19.6
 CX1686:UTM  13      -  3210635037                               159 47 06.4
 CX1686
 CX1686|---------------------------------------------------------------------|
 CX1686| PID    Reference Object                     Distance      Geod. Az  |
 CX1686|                                                           dddmmss.s |
 CX1686| CX1685 3210635037                          APPROX. 1.7 KM 1585632.3 |
 CX1686|---------------------------------------------------------------------|
 CX1686
 CX1686                          SUPERSEDED SURVEY CONTROL
 CX1686
 CX1686  NAD 83(1986)-  32 01 28.59840(N)    106 35 20.58764(W) AD(       ) 2
 CX1686  NAD 27      -  32 01 28.23932(N)    106 35 18.61462(W) AD(       ) 2
 CX1686  NGVD 29 (07/19/86) 1196.4    (m)         3925.     (f) VERT ANG       
 CX1686
 CX1686.Superseded values are not recommended for survey control.
 CX1686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1686.See file dsdata.txt to determine how the superseded data were derived.
 CX1686
 CX1686_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR4993744267(NAD 83)
 CX1686_MARKER: DD = SURVEY DISK
 CX1686_SETTING: 0 = UNSPECIFIED SETTING
 CX1686_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX1686
 CX1686  HISTORY     - Date     Condition        Report By
 CX1686  HISTORY     - 1975     MONUMENTED       NMHD
 CX1686
 CX1686                          STATION DESCRIPTION
 CX1686
 CX1686'DESCRIBED BY NM HIGHWAY DEPT 1975 (CWW)
 CX1686'THE STATION IS IN DONA ANA COUNTY, NEW MEXICO, ALONG INTERSTATE
 CX1686'10, IT IS 23.0 AIRMILES SOUTH-SOUTHEAST OF LAS CRUCES, NEW
 CX1686'MEXICO 2.2 MILES SOUTH OF EXIT 160 AND IS 1.9 MILES NORTH OF EXIT
 CX1686'1 AND 1.7 MILES NORTH OF THE NEW MEXICO/TEXAS STATE LINE.
 CX1686'
 CX1686'THE STATION IS AT MILEPOST 162.6.
 CX1686'
 CX1686'TO REACH FROM EXIT 140 (I-10 AND NM-128) WHICH IS WEST-SOUTHWEST
 CX1686'OF LAS CRUCES.  GO SOUTHERLY ON I-10 22.9 MILES TO THE STATION
 CX1686'ON THE RIGHT.  STATION IS 97 FEET WEST OF THE CENTER OF THE
 CX1686'SOUTH BOUND LANE--18 FEET SOUTH OF THE OVERPASS ROAD, NEAR THE
 CX1686'SOUTHWEST CORNER OF THE BRIDGE.
 CX1686'
 CX1686'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 CX1686'DISK, SET IN A CONCRETE POST PROJECTING ABOUT SIX INCHES ABOVE
 CX1686'THE GROUND AND STAMPED 3210635036,1975.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1685 ***********************************************************************
 CX1685  DESIGNATION -  3210635037
 CX1685  PID         -  CX1685
 CX1685  STATE/COUNTY-  NM/DONA ANA
 CX1685  USGS QUAD   -  ANTHONY (1955)
 CX1685
 CX1685                         *CURRENT SURVEY CONTROL
 CX1685  ___________________________________________________________________
 CX1685* NAD 83(1992)-  32 00 37.05622(N)    106 34 57.30139(W)     ADJUSTED  
 CX1685* NAVD 88     -      1192.9    (meters)    3914.     (feet)  VERTCON   
 CX1685  ___________________________________________________________________
 CX1685  LAPLACE CORR-           3.83  (seconds)                    DEFLEC99
 CX1685  GEOID HEIGHT-         -23.86  (meters)                     GEOID03
 CX1685
 CX1685  HORZ ORDER  -  SECOND
 CX1685
 CX1685.The horizontal coordinates were established by classical geodetic methods
 CX1685.and adjusted by the National Geodetic Survey in December 1993..
 CX1685
 CX1685.The NAVD 88 height was computed by applying the VERTCON shift value to
 CX1685.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CX1685
 CX1685.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1685
 CX1685.The geoid height was determined by GEOID03.
 CX1685
 CX1685;                    North         East     Units Scale Factor Converg.
 CX1685;SPC NM C     -   112,056.650   468,579.695   MT  0.99991217   -0 10 34.7
 CX1685;SPC NM C     -   367,639.19  1,537,331.88   sFT  0.99991217   -0 10 34.7
 CX1685;UTM  13      - 3,542,671.063   350,524.821   MT  0.99987555   -0 50 20.5
 CX1685
 CX1685!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1685!SPC NM C     -   0.99981647  x   0.99991217  =   0.99972866
 CX1685!UTM  13      -   0.99981647  x   0.99987555  =   0.99969204
 CX1685
 CX1685:                Primary Azimuth Mark                     Grid Az
 CX1685:SPC NM C     -  3210635038                               178 52 33.9
 CX1685:UTM  13      -  3210635038                               179 32 19.7
 CX1685
 CX1685|---------------------------------------------------------------------|
 CX1685| PID    Reference Object                     Distance      Geod. Az  |
 CX1685|                                                           dddmmss.s |
 CX1685| CE0655 3210635038                          APPROX. 1.4 KM 1784159.2 |
 CX1685|---------------------------------------------------------------------|
 CX1685
 CX1685                          SUPERSEDED SURVEY CONTROL
 CX1685
 CX1685  NAD 83(1986)-  32 00 37.06081(N)    106 34 57.29983(W) AD(       ) 2
 CX1685  NAD 27      -  32 00 36.70013(N)    106 34 55.32793(W) AD(       ) 2
 CX1685  NGVD 29 (07/19/86) 1192.4    (m)         3912.     (f) VERT ANG       
 CX1685
 CX1685.Superseded values are not recommended for survey control.
 CX1685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1685.See file dsdata.txt to determine how the superseded data were derived.
 CX1685
 CX1685_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR5052542671(NAD 83)
 CX1685_MARKER: DD = SURVEY DISK
 CX1685_SETTING: 0 = UNSPECIFIED SETTING
 CX1685_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX1685
 CX1685  HISTORY     - Date     Condition        Report By
 CX1685  HISTORY     - 1975     MONUMENTED       NMHD
 CX1685
 CX1685                          STATION DESCRIPTION
 CX1685
 CX1685'DESCRIBED BY NM HIGHWAY DEPT 1975 (CWW)
 CX1685'THE STATION IS IN DONA ANA COUNTY, NEW MEXICO, ALONG INTERSTATE
 CX1685'10, IT IS 24.1 AIRMILES SOUTH-SOUTHEAST OF LAS CRUCES, NEW
 CX1685'MEXICO 3.3 MILES SOUTH OF EXIT 160 AND IS 0.8 MILES NORTH OF EXIT
 CX1685'1 AND 0.6 MILES NORTH OF THE NEW MEXICO/TEXAS STATE LINE.
 CX1685'
 CX1685'THE STATION IS AT MILEPOST 163.7.
 CX1685'
 CX1685'TO REACH FROM EXIT 140 (I-10 AND NM-128) WHICH IS WEST-SOUTHWEST
 CX1685'OF LAS CRUCES.  GO SOUTHERLY ON I-10 24.0 MILES TO THE STATION
 CX1685'ON THE LEFT.  STATION IS 55 FEET EAST OF THE CENTER OF THE NORTH
 CX1685'BOUND LANE--10 FEET EAST OF A LAMP POST.
 CX1685'
 CX1685'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 CX1685'DISK, SET IN A CONCRETE POST PROJECTING ABOUT SIX INCHES ABOVE
 CX1685'THE GROUND AND STAMPED 3210635037,1975.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1748 ***********************************************************************
 CX1748  DESIGNATION -  3210645001
 CX1748  PID         -  CX1748
 CX1748  STATE/COUNTY-  NM/DONA ANA
 CX1748  USGS QUAD   -  SELDEN CANYON (1982)
 CX1748
 CX1748                         *CURRENT SURVEY CONTROL
 CX1748  ___________________________________________________________________
 CX1748* NAD 83(1992)-  32 31 07.04933(N)    106 54 28.13015(W)     ADJUSTED  
 CX1748* NAVD 88     -      1300.7    (meters)    4267.     (feet)  VERTCON   
 CX1748  ___________________________________________________________________
 CX1748  LAPLACE CORR-           0.92  (seconds)                    DEFLEC99
 CX1748  GEOID HEIGHT-         -23.79  (meters)                     GEOID03
 CX1748
 CX1748  HORZ ORDER  -  SECOND
 CX1748
 CX1748.The horizontal coordinates were established by classical geodetic methods
 CX1748.and adjusted by the National Geodetic Survey in December 1993..
 CX1748
 CX1748.The NAVD 88 height was computed by applying the VERTCON shift value to
 CX1748.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CX1748
 CX1748.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1748
 CX1748.The geoid height was determined by GEOID03.
 CX1748
 CX1748;                    North         East     Units Scale Factor Converg.
 CX1748;SPC NM C     -   168,563.003   438,199.125   MT  0.99994708   -0 21 13.1
 CX1748;SPC NM C     -   553,027.12  1,437,658.30   sFT  0.99994708   -0 21 13.1
 CX1748;UTM  13      - 3,599,527.857   320,804.406   MT  0.99999598   -1 01 33.1
 CX1748
 CX1748!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1748!SPC NM C     -   0.99979956  x   0.99994708  =   0.99974665
 CX1748!UTM  13      -   0.99979956  x   0.99999598  =   0.99979554
 CX1748
 CX1748:                Primary Azimuth Mark                     Grid Az
 CX1748:SPC NM C     -  3210645002                               345 57 30.8
 CX1748:UTM  13      -  3210645002                               346 37 50.8
 CX1748
 CX1748|---------------------------------------------------------------------|
 CX1748| PID    Reference Object                     Distance      Geod. Az  |
 CX1748|                                                           dddmmss.s |
 CX1748| CX1747 3210645002                          APPROX. 1.8 KM 3453617.7 |
 CX1748|---------------------------------------------------------------------|
 CX1748
 CX1748                          SUPERSEDED SURVEY CONTROL
 CX1748
 CX1748  NAD 83(1986)-  32 31 07.05588(N)    106 54 28.13384(W) AD(       ) 2
 CX1748  NAD 27      -  32 31 06.74324(N)    106 54 26.09268(W) AD(       ) 2
 CX1748  NGVD 29 (07/19/86) 1300.1    (m)         4265.     (f) VERT ANG       
 CX1748
 CX1748.Superseded values are not recommended for survey control.
 CX1748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1748.See file dsdata.txt to determine how the superseded data were derived.
 CX1748
 CX1748_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR2080499528(NAD 83)
 CX1748_MARKER: DD = SURVEY DISK
 CX1748_SETTING: 0 = UNSPECIFIED SETTING
 CX1748_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX1748
 CX1748  HISTORY     - Date     Condition        Report By
 CX1748  HISTORY     - 1973     MONUMENTED       NMHD
 CX1748
 CX1748                          STATION DESCRIPTION
 CX1748
 CX1748'DESCRIBED BY NM HIGHWAY DEPT 1973 (CWW)
 CX1748'THE STATION IS LOCATED IN DONA ANA COUNTY ALONG INTERSTATE 25 AND IS
 CX1748'ABOUT 16.3 MILES AIRLINE NORTHWEST OF LAS CRUCES, NEW MEXICO.
 CX1748'
 CX1748'TO REACH FROM THE INTERSECTION OF I-25 AND U.S. 70.82 WHICH LIES
 CX1748'NORTH-NORTHEAST OF LAS CRUCES GO NORTH ON INTERSTATE 25, 14.2 MILES
 CX1748'TO THE STATION ON THE RIGHT.  THE STATION IS 124 FEET EAST OF THE
 CX1748'CENTER OF THE NORTHBOUND LANE OF INTERSTATE 25.  THE STATION IS ON
 CX1748'A SHALLOW HIGHWAY CUT 5 FEET EAST OF THE RIGHT OF WAY FENCE.
 CX1748'
 CX1748'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION DISK
 CX1748'SET IN A CONCRETE MONUMENT PROJECTING ABOUT SIX INCHES ABOVE THE
 CX1748'GROUND AND STAMPED 3210645001, 1973.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1747 ***********************************************************************
 CX1747  DESIGNATION -  3210645002
 CX1747  PID         -  CX1747
 CX1747  STATE/COUNTY-  NM/DONA ANA
 CX1747  USGS QUAD   -  SELDEN CANYON (1982)
 CX1747
 CX1747                         *CURRENT SURVEY CONTROL
 CX1747  ___________________________________________________________________
 CX1747* NAD 83(1992)-  32 32 04.71732(N)    106 54 45.60308(W)     ADJUSTED  
 CX1747* NAVD 88     -      1339.6    (meters)    4395.     (feet)  VERTCON   
 CX1747  ___________________________________________________________________
 CX1747  LAPLACE CORR-           0.58  (seconds)                    DEFLEC99
 CX1747  GEOID HEIGHT-         -23.80  (meters)                     GEOID03
 CX1747
 CX1747  HORZ ORDER  -  SECOND
 CX1747
 CX1747.The horizontal coordinates were established by classical geodetic methods
 CX1747.and adjusted by the National Geodetic Survey in December 1993..
 CX1747
 CX1747.The NAVD 88 height was computed by applying the VERTCON shift value to
 CX1747.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CX1747
 CX1747.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1747
 CX1747.The geoid height was determined by GEOID03.
 CX1747
 CX1747;                    North         East     Units Scale Factor Converg.
 CX1747;SPC NM C     -   170,342.132   437,754.174   MT  0.99994776   -0 21 23.0
 CX1747;SPC NM C     -   558,864.14  1,436,198.49   sFT  0.99994776   -0 21 23.0
 CX1747;UTM  13      - 3,601,312.174   320,380.342   MT  0.99999786   -1 01 44.1
 CX1747
 CX1747!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1747!SPC NM C     -   0.99979345  x   0.99994776  =   0.99974122
 CX1747!UTM  13      -   0.99979345  x   0.99999786  =   0.99979131
 CX1747
 CX1747:                Primary Azimuth Mark                     Grid Az
 CX1747:SPC NM C     -  3210645003                               336 37 23.8
 CX1747:UTM  13      -  3210645003                               337 17 44.9
 CX1747
 CX1747|---------------------------------------------------------------------|
 CX1747| PID    Reference Object                     Distance      Geod. Az  |
 CX1747|                                                           dddmmss.s |
 CX1747| CX1746 3210645003                          APPROX. 2.6 KM 3361600.8 |
 CX1747|---------------------------------------------------------------------|
 CX1747
 CX1747                          SUPERSEDED SURVEY CONTROL
 CX1747
 CX1747  NAD 83(1986)-  32 32 04.72385(N)    106 54 45.60708(W) AD(       ) 2
 CX1747  NAD 27      -  32 32 04.41310(N)    106 54 43.56502(W) AD(       ) 2
 CX1747  NGVD 29 (07/19/86) 1339.0    (m)         4393.     (f) VERT ANG       
 CX1747
 CX1747.Superseded values are not recommended for survey control.
 CX1747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1747.See file dsdata.txt to determine how the superseded data were derived.
 CX1747
 CX1747_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS2038001312(NAD 83)
 CX1747_MARKER: DD = SURVEY DISK
 CX1747_SETTING: 0 = UNSPECIFIED SETTING
 CX1747_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX1747
 CX1747  HISTORY     - Date     Condition        Report By
 CX1747  HISTORY     - 1973     MONUMENTED       NMHD
 CX1747
 CX1747                          STATION DESCRIPTION
 CX1747
 CX1747'DESCRIBED BY NM HIGHWAY DEPT 1973 (CWW)
 CX1747'THE STATION IS LOCATED IN DONA ANA COUNTY ALONG INTERSTATE 25 AND IS
 CX1747'ABOUT 17.4 MILES AIRLINE NORTHWEST OF LAS CRUCES, NEW MEXICO.
 CX1747'
 CX1747'TO REACH FROM THE INTERSECTION OF I-25 AND U.S. 70.82 WHICH LIES
 CX1747'NORTH-NORTHEAST OF LAS CRUCES GO NORTH ON INTERSTATE 25, 15.32 MILES
 CX1747'TO THE STATION ON THE RIGHT.  THE STATION IS 113 FEET EAST OF THE
 CX1747'CENTER OF THE NORTHBOUND LANE OF INTERSTATE 25.  IT IS A SHALLOW
 CX1747'HIGHWAY CUT ABOUT 5 FEET EAST OF THE RIGHT OF WAY FENCE.
 CX1747'
 CX1747'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION DISK
 CX1747'SET IN A CONCRETE MONUMENT PROJECTING ABOUT SIX INCHES ABOVE THE
 CX1747'GROUND AND STAMPED 3210645002 1973.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1746 ***********************************************************************
 CX1746  DESIGNATION -  3210645003
 CX1746  PID         -  CX1746
 CX1746  STATE/COUNTY-  NM/DONA ANA
 CX1746  USGS QUAD   -  SELDEN CANYON (1982)
 CX1746
 CX1746                         *CURRENT SURVEY CONTROL
 CX1746  ___________________________________________________________________
 CX1746* NAD 83(1992)-  32 33 22.60061(N)    106 55 26.03624(W)     ADJUSTED  
 CX1746* NAVD 88     -      1318.4    (meters)    4325.     (feet)  VERTCON   
 CX1746  ___________________________________________________________________
 CX1746  LAPLACE CORR-           0.16  (seconds)                    DEFLEC99
 CX1746  GEOID HEIGHT-         -23.82  (meters)                     GEOID03
 CX1746
 CX1746  HORZ ORDER  -  SECOND
 CX1746
 CX1746.The horizontal coordinates were established by classical geodetic methods
 CX1746.and adjusted by the National Geodetic Survey in December 1993..
 CX1746
 CX1746.The NAVD 88 height was computed by applying the VERTCON shift value to
 CX1746.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CX1746
 CX1746.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1746
 CX1746.The geoid height was determined by GEOID03.
 CX1746
 CX1746;                    North         East     Units Scale Factor Converg.
 CX1746;SPC NM C     -   172,747.741   436,714.341   MT  0.99994937   -0 21 45.6
 CX1746;SPC NM C     -   566,756.55  1,432,786.97   sFT  0.99994937   -0 21 45.6
 CX1746;UTM  13      - 3,603,729.950   319,368.773   MT  1.00000235   -1 02 08.1
 CX1746
 CX1746!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1746!SPC NM C     -   0.99979678  x   0.99994937  =   0.99974616
 CX1746!UTM  13      -   0.99979678  x   1.00000235  =   0.99979913
 CX1746
 CX1746:                Primary Azimuth Mark                     Grid Az
 CX1746:SPC NM C     -  3210645004                               332 26 14.8
 CX1746:UTM  13      -  3210645004                               333 06 37.3
 CX1746
 CX1746|---------------------------------------------------------------------|
 CX1746| PID    Reference Object                     Distance      Geod. Az  |
 CX1746|                                                           dddmmss.s |
 CX1746| CX1745 3210645004                          APPROX. 1.2 KM 3320429.2 |
 CX1746|---------------------------------------------------------------------|
 CX1746
 CX1746                          SUPERSEDED SURVEY CONTROL
 CX1746
 CX1746  NAD 83(1986)-  32 33 22.60713(N)    106 55 26.04067(W) AD(       ) 2
 CX1746  NAD 27      -  32 33 22.29901(N)    106 55 23.99660(W) AD(       ) 2
 CX1746  NGVD 29 (07/19/86) 1317.8    (m)         4323.     (f) VERT ANG       
 CX1746
 CX1746.Superseded values are not recommended for survey control.
 CX1746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1746.See file dsdata.txt to determine how the superseded data were derived.
 CX1746
 CX1746_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS1936903730(NAD 83)
 CX1746_MARKER: DD = SURVEY DISK
 CX1746_SETTING: 0 = UNSPECIFIED SETTING
 CX1746_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX1746
 CX1746  HISTORY     - Date     Condition        Report By
 CX1746  HISTORY     - 1973     MONUMENTED       NMHD
 CX1746
 CX1746                          STATION DESCRIPTION
 CX1746
 CX1746'DESCRIBED BY NM HIGHWAY DEPT 1973 (CWW)
 CX1746'THE STATION IS LOCATED IN DONA ANA COUNTY ALONG INTERSTATE 25 AND IS
 CX1746'ABOUT 19.0 MILES AIRLINE NORTHWEST OF LAS CRUCES, NEW MEXICO.
 CX1746'
 CX1746'TO REACH FROM THE INTERSECTION OF I-25 AND U.S. 70.82 WHICH LIES
 CX1746'NORTH-NORTHEAST OF LAS CRUCES GO NORTH ON INTERSTATE 25, 16.9 MILES
 CX1746'TO THE STATION ON THE RIGHT.  THE STATION IS 82 FEET EAST OF THE
 CX1746'CENTER OF THE NORTHBOUND LANE OF INTERSTATE 25.
 CX1746'
 CX1746'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION DISK
 CX1746'SET IN A CONCRETE MONUMENT PROJECTING ABOUT SIX INCHES ABOVE THE
 CX1746'GROUND AND STAMPED 3210645003, 1973.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1745 ***********************************************************************
 CX1745  DESIGNATION -  3210645004
 CX1745  PID         -  CX1745
 CX1745  STATE/COUNTY-  NM/DONA ANA
 CX1745  USGS QUAD   -  SELDEN CANYON (1982)
 CX1745
 CX1745                         *CURRENT SURVEY CONTROL
 CX1745  ___________________________________________________________________
 CX1745* NAD 83(1992)-  32 33 58.40795(N)    106 55 48.44930(W)     ADJUSTED  
 CX1745* NAVD 88     -      1324.2    (meters)    4344.     (feet)  VERTCON   
 CX1745  ___________________________________________________________________
 CX1745  LAPLACE CORR-           0.10  (seconds)                    DEFLEC99
 CX1745  GEOID HEIGHT-         -23.82  (meters)                     GEOID03
 CX1745
 CX1745  HORZ ORDER  -  SECOND
 CX1745
 CX1745.The horizontal coordinates were established by classical geodetic methods
 CX1745.and adjusted by the National Geodetic Survey in December 1993..
 CX1745
 CX1745.The NAVD 88 height was computed by applying the VERTCON shift value to
 CX1745.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CX1745
 CX1745.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1745
 CX1745.The geoid height was determined by GEOID03.
 CX1745
 CX1745;                    North         East     Units Scale Factor Converg.
 CX1745;SPC NM C     -   173,854.413   436,136.708   MT  0.99995028   -0 21 58.0
 CX1745;SPC NM C     -   570,387.35  1,430,891.85   sFT  0.99995028   -0 21 58.0
 CX1745;UTM  13      - 3,604,843.391   318,804.149   MT  1.00000487   -1 02 21.2
 CX1745
 CX1745!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1745!SPC NM C     -   0.99979587  x   0.99995028  =   0.99974616
 CX1745!UTM  13      -   0.99979587  x   1.00000487  =   0.99980074
 CX1745
 CX1745:                Primary Azimuth Mark                     Grid Az
 CX1745:SPC NM C     -  3210645005                               337 18 05.9
 CX1745:UTM  13      -  3210645005                               337 58 29.1
 CX1745
 CX1745|---------------------------------------------------------------------|
 CX1745| PID    Reference Object                     Distance      Geod. Az  |
 CX1745|                                                           dddmmss.s |
 CX1745| CX1750 3210645005                          APPROX. 1.6 KM 3365607.9 |
 CX1745|---------------------------------------------------------------------|
 CX1745
 CX1745                          SUPERSEDED SURVEY CONTROL
 CX1745
 CX1745  NAD 83(1986)-  32 33 58.41442(N)    106 55 48.45388(W) AD(       ) 2
 CX1745  NAD 27      -  32 33 58.10725(N)    106 55 46.40891(W) AD(       ) 2
 CX1745  NGVD 29 (07/19/86) 1323.6    (m)         4343.     (f) VERT ANG       
 CX1745
 CX1745.Superseded values are not recommended for survey control.
 CX1745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1745.See file dsdata.txt to determine how the superseded data were derived.
 CX1745
 CX1745_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS1880404843(NAD 83)
 CX1745_MARKER: DD = SURVEY DISK
 CX1745_SETTING: 0 = UNSPECIFIED SETTING
 CX1745_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX1745
 CX1745  HISTORY     - Date     Condition        Report By
 CX1745  HISTORY     - 1973     MONUMENTED       NMHD
 CX1745
 CX1745                          STATION DESCRIPTION
 CX1745
 CX1745'DESCRIBED BY NM HIGHWAY DEPT 1973 (CWW)
 CX1745'THE STATION IS LOCATED IN DONA ANA COUNTY ALONG INTERSTATE 25 AND IS
 CX1745'ABOUT 14.6 MILES AIRLINE SOUTHEAST OF HATCH, NEW MEXICO.
 CX1745'
 CX1745'TO REACH FROM THE INTERSECTION OF HALL AND FRANKLIN IN HATCH, GO
 CX1745'NORTH ON FRANKLIN 1.3 MILES TO INTERSTATE 25.  GO SOUTH ON I-25 16.85
 CX1745'MILES TO THE STATION ON THE RIGHT.  THE STATION IS 103 FEET WEST OF
 CX1745'THE CENTER OF THE SOUTHBOUND LANE OF INTERSTATE 25 ON THE TOP OF
 CX1745'AN EROSION CONTROL DIKE.
 CX1745'
 CX1745'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION DISK
 CX1745'SET IN A CONCRETE MONUMENT PROJECTING ABOUT SIX INCHES ABOVE THE
 CX1745'GROUND AND STAMPED 3210645004, 1973.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1750 ***********************************************************************
 CX1750  DESIGNATION -  3210645005
 CX1750  PID         -  CX1750
 CX1750  STATE/COUNTY-  NM/DONA ANA
 CX1750  USGS QUAD   -  SELDEN CANYON (1982)
 CX1750
 CX1750                         *CURRENT SURVEY CONTROL
 CX1750  ___________________________________________________________________
 CX1750* NAD 83(1992)-  32 34 45.52662(N)    106 56 12.14602(W)     ADJUSTED  
 CX1750* NAVD 88     -      1327.9    (meters)    4357.     (feet)  VERTCON   
 CX1750  ___________________________________________________________________
 CX1750  LAPLACE CORR-           0.21  (seconds)                    DEFLEC99
 CX1750  GEOID HEIGHT-         -23.83  (meters)                     GEOID03
 CX1750
 CX1750  HORZ ORDER  -  SECOND
 CX1750
 CX1750.The horizontal coordinates were established by classical geodetic methods
 CX1750.and adjusted by the National Geodetic Survey in December 1993..
 CX1750
 CX1750.The NAVD 88 height was computed by applying the VERTCON shift value to
 CX1750.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CX1750
 CX1750.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1750
 CX1750.The geoid height was determined by GEOID03.
 CX1750
 CX1750;                    North         East     Units Scale Factor Converg.
 CX1750;SPC NM C     -   175,309.757   435,527.976   MT  0.99995124   -0 22 11.2
 CX1750;SPC NM C     -   575,162.09  1,428,894.70   sFT  0.99995124   -0 22 11.2
 CX1750;UTM  13      - 3,606,305.868   318,212.526   MT  1.00000751   -1 02 35.3
 CX1750
 CX1750!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1750!SPC NM C     -   0.99979529  x   0.99995124  =   0.99974654
 CX1750!UTM  13      -   0.99979529  x   1.00000751  =   0.99980280
 CX1750
 CX1750:                Primary Azimuth Mark                     Grid Az
 CX1750:SPC NM C     -  MESA                                     339 17 38.1
 CX1750:UTM  13      -  MESA                                     339 58 02.2
 CX1750
 CX1750|---------------------------------------------------------------------|
 CX1750| PID    Reference Object                     Distance      Geod. Az  |
 CX1750|                                                           dddmmss.s |
 CX1750| CX1743 MESA                                APPROX. 3.0 KM 3385526.9 |
 CX1750|---------------------------------------------------------------------|
 CX1750
 CX1750                          SUPERSEDED SURVEY CONTROL
 CX1750
 CX1750  NAD 83(1986)-  32 34 45.53302(N)    106 56 12.15083(W) AD(       ) 2
 CX1750  NAD 27      -  32 34 45.22675(N)    106 56 10.10574(W) AD(       ) 2
 CX1750  NGVD 29 (07/19/86) 1327.3    (m)         4355.     (f) VERT ANG       
 CX1750
 CX1750.Superseded values are not recommended for survey control.
 CX1750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1750.See file dsdata.txt to determine how the superseded data were derived.
 CX1750
 CX1750_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS1821306306(NAD 83)
 CX1750_MARKER: DD = SURVEY DISK
 CX1750_SETTING: 0 = UNSPECIFIED SETTING
 CX1750_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX1750
 CX1750  HISTORY     - Date     Condition        Report By
 CX1750  HISTORY     - 1973     MONUMENTED       NMHD
 CX1750
 CX1750                          STATION DESCRIPTION
 CX1750
 CX1750'DESCRIBED BY NM HIGHWAY DEPT 1973 (CWW)
 CX1750'THE STATION IS LOCATED IN DONA ANA COUNTY ALONG INTERSTATE 25 AND IS
 CX1750'ABOUT 13.9 MILES AIRLINE SOUTHEAST OF HATCH, NEW MEXICO.
 CX1750'
 CX1750'TO REACH FROM THE INTERSECTION OF HALL AND FRANKLIN IN HATCH, GO
 CX1750'NORTH ON FRANKLIN 1.3 MILES TO INTERSTATE 25.  GO SOUTH ON I-25
 CX1750'15.95 MILES TO THE STATION ON THE RIGHT.  THE STATION IS 33 FEET
 CX1750'WEST OF THE CENTER OF THE SOUTHBOUND LANE OF INTERSTATE 25 ON THE
 CX1750'NORTHWEST CORNER OF A CONCRETE BOX CULVERT.
 CX1750'
 CX1750'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION DISK
 CX1750'SET IN A CONCRETE MONUMENT PROJECTING ABOUT SIX INCHES ABOVE THE
 CX1750'GROUND AND STAMPED 3210645005, 1973.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1749 ***********************************************************************
 CX1749  DESIGNATION -  3210645006
 CX1749  PID         -  CX1749
 CX1749  STATE/COUNTY-  NM/DONA ANA
 CX1749  USGS QUAD   -  SELDEN CANYON (1982)
 CX1749
 CX1749                         *CURRENT SURVEY CONTROL
 CX1749  ___________________________________________________________________
 CX1749* NAD 83(1992)-  32 37 19.27167(N)    106 57 32.53778(W)     ADJUSTED  
 CX1749* NAVD 88     -      1328.1    (meters)    4357.     (feet)  VERTCON   
 CX1749  ___________________________________________________________________
 CX1749  LAPLACE CORR-           0.39  (seconds)                    DEFLEC99
 CX1749  GEOID HEIGHT-         -23.83  (meters)                     GEOID03
 CX1749
 CX1749  HORZ ORDER  -  SECOND
 CX1749
 CX1749.The horizontal coordinates were established by classical geodetic methods
 CX1749.and adjusted by the National Geodetic Survey in December 1993..
 CX1749
 CX1749.The NAVD 88 height was computed by applying the VERTCON shift value to
 CX1749.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CX1749
 CX1749.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1749
 CX1749.The geoid height was determined by GEOID03.
 CX1749
 CX1749;                    North         East     Units Scale Factor Converg.
 CX1749;SPC NM C     -   180,059.278   433,462.941   MT  0.99995457   -0 22 56.1
 CX1749;SPC NM C     -   590,744.48  1,422,119.67   sFT  0.99995457   -0 22 56.1
 CX1749;UTM  13      - 3,611,079.625   316,203.364   MT  1.00001657   -1 03 23.1
 CX1749
 CX1749!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1749!SPC NM C     -   0.99979526  x   0.99995457  =   0.99974984
 CX1749!UTM  13      -   0.99979526  x   1.00001657  =   0.99981183
 CX1749
 CX1749:                Primary Azimuth Mark                     Grid Az
 CX1749:SPC NM C     -  3210645007                               326 05 16.3
 CX1749:UTM  13      -  3210645007                               326 45 43.3
 CX1749
 CX1749|---------------------------------------------------------------------|
 CX1749| PID    Reference Object                     Distance      Geod. Az  |
 CX1749|                                                           dddmmss.s |
 CX1749| CX1753 3210645007                          APPROX. 1.7 KM 3254220.2 |
 CX1749|---------------------------------------------------------------------|
 CX1749
 CX1749                          SUPERSEDED SURVEY CONTROL
 CX1749
 CX1749  NAD 83(1986)-  32 37 19.27794(N)    106 57 32.54323(W) AD(       ) 2
 CX1749  NAD 27      -  32 37 18.97431(N)    106 57 30.49858(W) AD(       ) 2
 CX1749  NGVD 29 (07/19/86) 1327.5    (m)         4355.     (f) VERT ANG       
 CX1749
 CX1749.Superseded values are not recommended for survey control.
 CX1749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1749.See file dsdata.txt to determine how the superseded data were derived.
 CX1749
 CX1749_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS1620311080(NAD 83)
 CX1749_MARKER: DD = SURVEY DISK
 CX1749_SETTING: 0 = UNSPECIFIED SETTING
 CX1749_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX1749
 CX1749  HISTORY     - Date     Condition        Report By
 CX1749  HISTORY     - 1973     MONUMENTED       NMHD
 CX1749
 CX1749                          STATION DESCRIPTION
 CX1749
 CX1749'DESCRIBED BY NM HIGHWAY DEPT 1973 (CWW)
 CX1749'THE STATION IS LOCATED IN DONA ANA COUNTY ALONG INTERSTATE 25 AND IS
 CX1749'ABOUT 11.6 MILES AIRLINE EAST-SOUTHEAST OF HATCH, NEW MEXICO.
 CX1749'
 CX1749'TO REACH FROM THE INTERSECTION OF HALL AND FRANKLIN IN HATCH, GO
 CX1749'NORTH ON FRANKLIN 1.3 MILES TO INTERSTATE 25.  GO SOUTH ON I-25
 CX1749'12.84 MILES TO THE STATION ON THE RIGHT.  THE STATION IS 29 FEET
 CX1749'WEST OF THE CENTER OF THE SOUTHBOUND LANE OF INTERSTATE 25 NEAR
 CX1749'THE NORTHWEST CORNER OF A CONCRETE BOX CULVERT.
 CX1749'
 CX1749'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION DISK
 CX1749'SET IN A CONCRETE MONUMENT PROJECTING ABOUT SIX INCHES ABOVE THE
 CX1749'GROUND AND STAMPED 3210645006, 1973.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1753 ***********************************************************************
 CX1753  DESIGNATION -  3210645007
 CX1753  PID         -  CX1753
 CX1753  STATE/COUNTY-  NM/DONA ANA
 CX1753  USGS QUAD   -  THORN WELL (1982)
 CX1753
 CX1753                         *CURRENT SURVEY CONTROL
 CX1753  ___________________________________________________________________
 CX1753* NAD 83(1992)-  32 38 05.36091(N)    106 58 09.68763(W)     ADJUSTED  
 CX1753* NAVD 88     -      1335.5    (meters)    4382.     (feet)  VERTCON   
 CX1753  ___________________________________________________________________
 CX1753  LAPLACE CORR-           0.48  (seconds)                    DEFLEC99
 CX1753  GEOID HEIGHT-         -23.83  (meters)                     GEOID03
 CX1753
 CX1753  HORZ ORDER  -  SECOND
 CX1753
 CX1753.The horizontal coordinates were established by classical geodetic methods
 CX1753.and adjusted by the National Geodetic Survey in December 1993..
 CX1753
 CX1753.The NAVD 88 height was computed by applying the VERTCON shift value to
 CX1753.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CX1753
 CX1753.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1753
 CX1753.The geoid height was determined by GEOID03.
 CX1753
 CX1753;                    North         East     Units Scale Factor Converg.
 CX1753;SPC NM C     -   181,485.468   432,504.145   MT  0.99995616   -0 23 16.6
 CX1753;SPC NM C     -   595,423.57  1,418,974.02   sFT  0.99995616   -0 23 16.6
 CX1753;UTM  13      - 3,612,517.091   315,261.358   MT  1.00002085   -1 03 44.4
 CX1753
 CX1753!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1753!SPC NM C     -   0.99979410  x   0.99995616  =   0.99975027
 CX1753!UTM  13      -   0.99979410  x   1.00002085  =   0.99981495
 CX1753
 CX1753:                Primary Azimuth Mark                     Grid Az
 CX1753:SPC NM C     -  3210645008                               319 11 14.8
 CX1753:UTM  13      -  3210645008                               319 51 42.6
 CX1753
 CX1753|---------------------------------------------------------------------|
 CX1753| PID    Reference Object                     Distance      Geod. Az  |
 CX1753|                                                           dddmmss.s |
 CX1753| CX1752 3210645008                          APPROX. 3.6 KM 3184758.2 |
 CX1753|---------------------------------------------------------------------|
 CX1753
 CX1753                          SUPERSEDED SURVEY CONTROL
 CX1753
 CX1753  NAD 83(1986)-  32 38 05.36716(N)    106 58 09.69316(W) AD(       ) 2
 CX1753  NAD 27      -  32 38 05.06534(N)    106 58 07.64677(W) AD(       ) 2
 CX1753  NGVD 29 (07/19/86) 1334.9    (m)         4380.     (f) VERT ANG       
 CX1753
 CX1753.Superseded values are not recommended for survey control.
 CX1753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1753.See file dsdata.txt to determine how the superseded data were derived.
 CX1753
 CX1753_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS1526112517(NAD 83)
 CX1753_MARKER: DD = SURVEY DISK
 CX1753_SETTING: 0 = UNSPECIFIED SETTING
 CX1753_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX1753
 CX1753  HISTORY     - Date     Condition        Report By
 CX1753  HISTORY     - 1973     MONUMENTED       NMHD
 CX1753
 CX1753                          STATION DESCRIPTION
 CX1753
 CX1753'DESCRIBED BY NM HIGHWAY DEPT 1973 (CWW)
 CX1753'THE STATION IS LOCATED IN DONA ANA COUNTY ALONG INTERSTATE 25 AND
 CX1753'IS ABOUT 10.9 MILES AIRLINE EAST-SOUTHEAST OF HATCH, NEW MEXICO.
 CX1753'
 CX1753'TO REACH FROM THE INTERSECTION OF HALL AND FRANKLIN IN HATCH, GO
 CX1753'NORTH ON FRANKLIN 1.3 MILES TO INTERSTATE 25.  GO SOUTH ON I-25
 CX1753'11.79 MILES TO THE STATION ON THE LEFT.  THE STATION IS 75 FEET
 CX1753'EAST OF THE CENTER OF THE NORTHBOUND LANE OF INTERSTATE 25 NEAR THE
 CX1753'EAST RIGHT OF WAY FENCE.
 CX1753'
 CX1753'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION DISK
 CX1753'SET IN A CONCRETE MONUMENT PROJECTING ABOUT SIX INCHES ABOVE THE
 CX1753'GROUND AND STAMPED 3210645007, 1973.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1752 ***********************************************************************
 CX1752  DESIGNATION -  3210645008
 CX1752  PID         -  CX1752
 CX1752  STATE/COUNTY-  NM/DONA ANA
 CX1752  USGS QUAD   -  THORN WELL (1982)
 CX1752
 CX1752                         *CURRENT SURVEY CONTROL
 CX1752  ___________________________________________________________________
 CX1752* NAD 83(1992)-  32 39 32.49393(N)    106 59 39.87159(W)     ADJUSTED  
 CX1752* NAVD 88     -      1335.8    (meters)    4383.     (feet)  VERTCON   
 CX1752  ___________________________________________________________________
 CX1752  LAPLACE CORR-           0.47  (seconds)                    DEFLEC99
 CX1752  GEOID HEIGHT-         -23.82  (meters)                     GEOID03
 CX1752
 CX1752  HORZ ORDER  -  SECOND
 CX1752
 CX1752.The horizontal coordinates were established by classical geodetic methods
 CX1752.and adjusted by the National Geodetic Survey in December 1993..
 CX1752
 CX1752.The NAVD 88 height was computed by applying the VERTCON shift value to
 CX1752.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CX1752
 CX1752.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1752
 CX1752.The geoid height was determined by GEOID03.
 CX1752
 CX1752;                    North         East     Units Scale Factor Converg.
 CX1752;SPC NM C     -   184,185.626   430,172.410   MT  0.99996010   -0 24 06.2
 CX1752;SPC NM C     -   604,282.34  1,411,323.98   sFT  0.99996010   -0 24 06.2
 CX1752;UTM  13      - 3,615,244.701   312,961.420   MT  1.00003139   -1 04 35.7
 CX1752
 CX1752!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1752!SPC NM C     -   0.99979405  x   0.99996010  =   0.99975416
 CX1752!UTM  13      -   0.99979405  x   1.00003139  =   0.99982544
 CX1752
 CX1752:                Primary Azimuth Mark                     Grid Az
 CX1752:SPC NM C     -  3210715001                               310 50 14.3
 CX1752:UTM  13      -  3210715001                               311 30 43.8
 CX1752
 CX1752|---------------------------------------------------------------------|
 CX1752| PID    Reference Object                     Distance      Geod. Az  |
 CX1752|                                                           dddmmss.s |
 CX1752| CX1773 3210715001                          APPROX. 2.1 KM 3102608.1 |
 CX1752|---------------------------------------------------------------------|
 CX1752
 CX1752                          SUPERSEDED SURVEY CONTROL
 CX1752
 CX1752  NAD 83(1986)-  32 39 32.50020(N)    106 59 39.87720(W) AD(       ) 2
 CX1752  NAD 27      -  32 39 32.20373(N)    106 59 37.82570(W) AD(       ) 2
 CX1752  NGVD 29 (07/19/86) 1335.2    (m)         4381.     (f) VERT ANG       
 CX1752
 CX1752.Superseded values are not recommended for survey control.
 CX1752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1752.See file dsdata.txt to determine how the superseded data were derived.
 CX1752
 CX1752_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS1296115245(NAD 83)
 CX1752_MARKER: DD = SURVEY DISK
 CX1752_SETTING: 0 = UNSPECIFIED SETTING
 CX1752_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX1752
 CX1752  HISTORY     - Date     Condition        Report By
 CX1752  HISTORY     - 1973     MONUMENTED       NMHD
 CX1752
 CX1752                          STATION DESCRIPTION
 CX1752
 CX1752'DESCRIBED BY NM HIGHWAY DEPT 1973 (CWW)
 CX1752'THE STATION IS LOCATED IN DONA ANA COUNTY ALONG INTERSTATE 25 AND IS
 CX1752'ABOUT 9.2 MILES AIRLINE EAST-SOUTHEAST OF HATCH, NEW MEXICO.
 CX1752'
 CX1752'TO REACH FROM THE INTERSECTION OF HALL AND FRANKLIN IN HATCH, GO
 CX1752'NORTH ON FRANKLIN 1.3 MILES TO INTERSTATE 25.  GO SOUTH ON I-25
 CX1752'9.6 MILES TO THE STATION ON THE RIGHT.  THE STATION IS 141 FEET
 CX1752'WEST OF THE CENTER OF THE SOUTHBOUND LANE OF INTERSTATE 25 ON AN
 CX1752'EROSION CONTROL DIKE.
 CX1752'
 CX1752'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION DISK
 CX1752'SET IN A CONCRETE MONUMENT PROJECTING ABOUT SIX INCHES ABOVE THE
 CX1752'GROUND AND STAMPED 3210645008, 1973.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1773 ***********************************************************************
 CX1773  DESIGNATION -  3210715001
 CX1773  PID         -  CX1773
 CX1773  STATE/COUNTY-  NM/DONA ANA
 CX1773  USGS QUAD   -  RINCON (1978)
 CX1773
 CX1773                         *CURRENT SURVEY CONTROL
 CX1773  ___________________________________________________________________
 CX1773* NAD 83(1992)-  32 40 16.69326(N)    107 00 41.20230(W)     ADJUSTED  
 CX1773* NAVD 88     -      1334.1    (meters)    4377.     (feet)  VERTCON   
 CX1773  ___________________________________________________________________
 CX1773  LAPLACE CORR-           0.18  (seconds)                    DEFLEC99
 CX1773  GEOID HEIGHT-         -23.81  (meters)                     GEOID03
 CX1773
 CX1773  HORZ ORDER  -  SECOND
 CX1773
 CX1773.The horizontal coordinates were established by classical geodetic methods
 CX1773.and adjusted by the National Geodetic Survey in December 1993..
 CX1773
 CX1773.The NAVD 88 height was computed by applying the VERTCON shift value to
 CX1773.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CX1773
 CX1773.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1773
 CX1773.The geoid height was determined by GEOID03.
 CX1773
 CX1773;                    North         East     Units Scale Factor Converg.
 CX1773;SPC NM C     -   185,558.440   428,584.084   MT  0.99996287   -0 24 39.8
 CX1773;SPC NM C     -   608,786.32  1,406,112.95   sFT  0.99996287   -0 24 39.8
 CX1773;UTM  13      - 3,616,636.233   311,389.261   MT  1.00003867   -1 05 10.1
 CX1773
 CX1773!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1773!SPC NM C     -   0.99979432  x   0.99996287  =   0.99975720
 CX1773!UTM  13      -   0.99979432  x   1.00003867  =   0.99983298
 CX1773
 CX1773:                Primary Azimuth Mark                     Grid Az
 CX1773:SPC NM C     -  3210715002                               276 18 44.2
 CX1773:UTM  13      -  3210715002                               276 59 14.5
 CX1773
 CX1773|---------------------------------------------------------------------|
 CX1773| PID    Reference Object                     Distance      Geod. Az  |
 CX1773|                                                           dddmmss.s |
 CX1773| CX1772 3210715002                          APPROX. 1.2 KM 2755404.4 |
 CX1773|---------------------------------------------------------------------|
 CX1773
 CX1773                          SUPERSEDED SURVEY CONTROL
 CX1773
 CX1773  NAD 83(1986)-  32 40 16.69954(N)    107 00 41.20791(W) AD(       ) 2
 CX1773  NAD 27      -  32 40 16.40623(N)    107 00 39.15285(W) AD(       ) 2
 CX1773  NGVD 29 (07/19/86) 1333.5    (m)         4375.     (f) VERT ANG       
 CX1773
 CX1773.Superseded values are not recommended for survey control.
 CX1773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1773.See file dsdata.txt to determine how the superseded data were derived.
 CX1773
 CX1773_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS1138916636(NAD 83)
 CX1773_MARKER: DD = SURVEY DISK
 CX1773_SETTING: 0 = UNSPECIFIED SETTING
 CX1773_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX1773
 CX1773  HISTORY     - Date     Condition        Report By
 CX1773  HISTORY     - 1973     MONUMENTED       NMHD
 CX1773
 CX1773                          STATION DESCRIPTION
 CX1773
 CX1773'DESCRIBED BY NM HIGHWAY DEPT 1973 (CWW)
 CX1773'THE STATION IS LOCATED IN DONA ANA COUNTY ALONG INTERSTATE 25 AND IS
 CX1773'ABOUT 8.2 MILES AIRLINE EAST-NORTHEAST OF HATCH, NEW MEXICO.
 CX1773'
 CX1773'TO REACH FROM THE INTERSECTION OF HALL AND FRANKLIN IN HATCH, GO
 CX1773'NORTH ON FRANKLIN 1.3 MILES TO INTERSTATE 25.  GO SOUTH ON I-25 8.3
 CX1773'MILES TO THE STATION ON THE RIGHT.  THE STATION IS 28 FEET WEST OF
 CX1773'THE CENTER OF THE SOUTHBOUND LANE OF INTERSTATE 25.  THE STATION IS
 CX1773'BETWEEN THE UPHAM INTERCHANGE OFF RAMP AND THE INTERSTATE AND IS
 CX1773'ABOUT 200 FEET FROM THE JUNCTION OF THE OFF RAMP AND THE
 CX1773'INTERSTATE.
 CX1773'
 CX1773'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION DISK
 CX1773'SET IN A CONCRETE MONUMENT PROJECTING ABOUT SIX INCHES ABOVE THE
 CX1773'GROUND AND STAMPED 3210715001, 1973.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1772 ***********************************************************************
 CX1772  DESIGNATION -  3210715002
 CX1772  PID         -  CX1772
 CX1772  STATE/COUNTY-  NM/DONA ANA
 CX1772  USGS QUAD   -  RINCON (1978)
 CX1772
 CX1772                         *CURRENT SURVEY CONTROL
 CX1772  ___________________________________________________________________
 CX1772* NAD 83(1992)-  32 40 20.82400(N)    107 01 28.48101(W)     ADJUSTED  
 CX1772* NAVD 88     -      1332.7    (meters)    4372.     (feet)  VERTCON   
 CX1772  ___________________________________________________________________
 CX1772  LAPLACE CORR-          -0.04  (seconds)                    DEFLEC99
 CX1772  GEOID HEIGHT-         -23.81  (meters)                     GEOID03
 CX1772
 CX1772  HORZ ORDER  -  SECOND
 CX1772
 CX1772.The horizontal coordinates were established by classical geodetic methods
 CX1772.and adjusted by the National Geodetic Survey in December 1993..
 CX1772
 CX1772.The NAVD 88 height was computed by applying the VERTCON shift value to
 CX1772.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CX1772
 CX1772.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1772
 CX1772.The geoid height was determined by GEOID03.
 CX1772
 CX1772;                    North         East     Units Scale Factor Converg.
 CX1772;SPC NM C     -   185,694.594   427,353.240   MT  0.99996506   -0 25 05.4
 CX1772;SPC NM C     -   609,233.01  1,402,074.75   sFT  0.99996506   -0 25 05.4
 CX1772;UTM  13      - 3,616,786.891   310,160.011   MT  1.00004441   -1 05 35.8
 CX1772
 CX1772!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1772!SPC NM C     -   0.99979454  x   0.99996506  =   0.99975961
 CX1772!UTM  13      -   0.99979454  x   1.00004441  =   0.99983894
 CX1772
 CX1772:                Primary Azimuth Mark                     Grid Az
 CX1772:SPC NM C     -  3210715003                               271 41 42.4
 CX1772:UTM  13      -  3210715003                               272 22 12.8
 CX1772
 CX1772|---------------------------------------------------------------------|
 CX1772| PID    Reference Object                     Distance      Geod. Az  |
 CX1772|                                                           dddmmss.s |
 CX1772| CX1771 3210715003                          APPROX. 1.5 KM 2711637.0 |
 CX1772|---------------------------------------------------------------------|
 CX1772
 CX1772                          SUPERSEDED SURVEY CONTROL
 CX1772
 CX1772  NAD 83(1986)-  32 40 20.83027(N)    107 01 28.48660(W) AD(       ) 2
 CX1772  NAD 27      -  32 40 20.53847(N)    107 01 26.42933(W) AD(       ) 2
 CX1772  NGVD 29 (07/19/86) 1332.1    (m)         4370.     (f) VERT ANG       
 CX1772
 CX1772.Superseded values are not recommended for survey control.
 CX1772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1772.See file dsdata.txt to determine how the superseded data were derived.
 CX1772
 CX1772_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS1016016787(NAD 83)
 CX1772_MARKER: DD = SURVEY DISK
 CX1772_SETTING: 0 = UNSPECIFIED SETTING
 CX1772_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX1772
 CX1772  HISTORY     - Date     Condition        Report By
 CX1772  HISTORY     - 1973     MONUMENTED       NMHD
 CX1772
 CX1772                          STATION DESCRIPTION
 CX1772
 CX1772'DESCRIBED BY NM HIGHWAY DEPT 1973 (CWW)
 CX1772'THE STATION IS LOCATED IN DONA ANA COUNTY ALONG INTERSTATE 25 AND IS
 CX1772'ABOUT 7.4 MILES AIRLINE EAST-NORTHEAST OF HATCH, NEW MEXICO.
 CX1772'
 CX1772'TO REACH FROM THE INTERSECTION OF HALL AND FRANKLIN IN HATCH, GO
 CX1772'NORTH ON FRANKLIN 1.3 MILES TO INTERSTATE 25.  GO SOUTH ON I-25
 CX1772'7.55 MILES TO THE STATION ON THE LEFT.  THE STATION IS 97 FEET
 CX1772'NORTH OF THE CENTER OF THE NORTHBOUND LANE OF INTERSTATE 25 ON THE
 CX1772'EDGE OF A HIGHWAY CUT NEAR THE RIGHT OF WAY FENCE.
 CX1772'
 CX1772'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION DISK
 CX1772'SET IN A CONCRETE MONUMENT PROJECTING ABOUT SIX INCHES ABOVE THE
 CX1772'GROUND AND STAMPED 3210715002, 1973.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1771 ***********************************************************************
 CX1771  DESIGNATION -  3210715003
 CX1771  PID         -  CX1771
 CX1771  STATE/COUNTY-  NM/DONA ANA
 CX1771  USGS QUAD   -  RINCON (1978)
 CX1771
 CX1771                         *CURRENT SURVEY CONTROL
 CX1771  ___________________________________________________________________
 CX1771* NAD 83(1992)-  32 40 21.89915(N)    107 02 25.70066(W)     ADJUSTED  
 CX1771* NAVD 88     -      1297.4    (meters)    4257.     (feet)  VERTCON   
 CX1771  ___________________________________________________________________
 CX1771  LAPLACE CORR-          -0.32  (seconds)                    DEFLEC99
 CX1771  GEOID HEIGHT-         -23.80  (meters)                     GEOID03
 CX1771
 CX1771  HORZ ORDER  -  SECOND
 CX1771
 CX1771.The horizontal coordinates were established by classical geodetic methods
 CX1771.and adjusted by the National Geodetic Survey in December 1993..
 CX1771
 CX1771.The NAVD 88 height was computed by applying the VERTCON shift value to
 CX1771.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CX1771
 CX1771.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1771
 CX1771.The geoid height was determined by GEOID03.
 CX1771
 CX1771;                    North         East     Units Scale Factor Converg.
 CX1771;SPC NM C     -   185,738.704   425,862.735   MT  0.99996775   -0 25 36.3
 CX1771;SPC NM C     -   609,377.73  1,397,184.66   sFT  0.99996775   -0 25 36.3
 CX1771;UTM  13      - 3,616,848.565   308,670.008   MT  1.00005141   -1 06 06.7
 CX1771
 CX1771!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1771!SPC NM C     -   0.99980008  x   0.99996775  =   0.99976783
 CX1771!UTM  13      -   0.99980008  x   1.00005141  =   0.99985148
 CX1771
 CX1771:                Primary Azimuth Mark                     Grid Az
 CX1771:SPC NM C     -  3210715004                               279 40 33.5
 CX1771:UTM  13      -  3210715004                               280 21 03.9
 CX1771
 CX1771|---------------------------------------------------------------------|
 CX1771| PID    Reference Object                     Distance      Geod. Az  |
 CX1771|                                                           dddmmss.s |
 CX1771| CX1770 3210715004                          APPROX. 3.1 KM 2791457.2 |
 CX1771|---------------------------------------------------------------------|
 CX1771
 CX1771                          SUPERSEDED SURVEY CONTROL
 CX1771
 CX1771  NAD 83(1986)-  32 40 21.90541(N)    107 02 25.70623(W) AD(       ) 2
 CX1771  NAD 27      -  32 40 21.61528(N)    107 02 23.64725(W) AD(       ) 2
 CX1771  NGVD 29 (07/19/86) 1296.8    (m)         4255.     (f) VERT ANG       
 CX1771
 CX1771.Superseded values are not recommended for survey control.
 CX1771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1771.See file dsdata.txt to determine how the superseded data were derived.
 CX1771
 CX1771_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS0867016849(NAD 83)
 CX1771_MARKER: DD = SURVEY DISK
 CX1771_SETTING: 0 = UNSPECIFIED SETTING
 CX1771_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX1771
 CX1771  HISTORY     - Date     Condition        Report By
 CX1771  HISTORY     - 1973     MONUMENTED       NMHD
 CX1771
 CX1771                          STATION DESCRIPTION
 CX1771
 CX1771'DESCRIBED BY NM HIGHWAY DEPT 1973 (CWW)
 CX1771'THE STATION IS LOCATED IN DONA ANA COUNTY ALONG INTERSTATE 25 AND IS
 CX1771'ABOUT 6.5 MILES AIRLINE EAST-NORTHEAST OF HATCH, NEW MEXICO.
 CX1771'
 CX1771'TO REACH FROM THE INTERSECTION OF HALL AND FRANKLIN IN HATCH, GO
 CX1771'NORTH ON FRANKLIN 1.3 MILES TO INTERSTATE 25.  GO SOUTH ON I-25
 CX1771'6.63 MILES TO THE STATION ON THE RIGHT.  THE STATION IS 171 FEET
 CX1771'SOUTH OF THE CENTER OF THE SOUTHBOUND LANE OF INTERSTATE 25.  THE
 CX1771'STATION IS ON THE WEST END OF A DEEP SANDY HIGHWAY CUT AND IS 40
 CX1771'FEET NORTH OF THE RIGHT OF WAY FENCE.
 CX1771'
 CX1771'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION DISK
 CX1771'SET IN A CONCRETE MONUMENT PROJECTING ABOUT SIX INCHES ABOVE THE
 CX1771'GROUND AND STAMPED 3210715003, 1973.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1770 ***********************************************************************
 CX1770  DESIGNATION -  3210715004
 CX1770  PID         -  CX1770
 CX1770  STATE/COUNTY-  NM/DONA ANA
 CX1770  USGS QUAD   -  RINCON (1978)
 CX1770
 CX1770                         *CURRENT SURVEY CONTROL
 CX1770  ___________________________________________________________________
 CX1770* NAD 83(1992)-  32 40 37.96160(N)    107 04 22.43602(W)     ADJUSTED  
 CX1770* NAVD 88     -      1270.3    (meters)    4168.     (feet)  VERTCON   
 CX1770  ___________________________________________________________________
 CX1770  LAPLACE CORR-          -0.48  (seconds)                    DEFLEC99
 CX1770  GEOID HEIGHT-         -23.78  (meters)                     GEOID03
 CX1770
 CX1770  HORZ ORDER  -  SECOND
 CX1770
 CX1770.The horizontal coordinates were established by classical geodetic methods
 CX1770.and adjusted by the National Geodetic Survey in December 1993..
 CX1770
 CX1770.The NAVD 88 height was computed by applying the VERTCON shift value to
 CX1770.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CX1770
 CX1770.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1770
 CX1770.The geoid height was determined by GEOID03.
 CX1770
 CX1770;                    North         East     Units Scale Factor Converg.
 CX1770;SPC NM C     -   186,256.600   422,825.252   MT  0.99997342   -0 26 39.5
 CX1770;SPC NM C     -   611,076.86  1,387,219.18   sFT  0.99997342   -0 26 39.5
 CX1770;UTM  13      - 3,617,402.267   305,638.572   MT  1.00006583   -1 07 10.3
 CX1770
 CX1770!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1770!SPC NM C     -   0.99980433  x   0.99997342  =   0.99977775
 CX1770!UTM  13      -   0.99980433  x   1.00006583  =   0.99987014
 CX1770
 CX1770:                Primary Azimuth Mark                     Grid Az
 CX1770:SPC NM C     -  3210715003                               099 40 33.6
 CX1770:UTM  13      -  3210715003                               100 21 04.4
 CX1770
 CX1770|---------------------------------------------------------------------|
 CX1770| PID    Reference Object                     Distance      Geod. Az  |
 CX1770|                                                           dddmmss.s |
 CX1770| CX1771 3210715003                          APPROX. 3.1 KM 0991354.1 |
 CX1770|---------------------------------------------------------------------|
 CX1770
 CX1770                          SUPERSEDED SURVEY CONTROL
 CX1770
 CX1770  NAD 83(1986)-  32 40 37.96778(N)    107 04 22.44155(W) AD(       ) 2
 CX1770  NAD 27      -  32 40 37.68104(N)    107 04 20.37914(W) AD(       ) 2
 CX1770  NGVD 29 (07/19/86) 1269.7    (m)         4166.     (f) VERT ANG       
 CX1770
 CX1770.Superseded values are not recommended for survey control.
 CX1770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1770.See file dsdata.txt to determine how the superseded data were derived.
 CX1770
 CX1770_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS0563917402(NAD 83)
 CX1770_MARKER: DD = SURVEY DISK
 CX1770_SETTING: 0 = UNSPECIFIED SETTING
 CX1770_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX1770
 CX1770  HISTORY     - Date     Condition        Report By
 CX1770  HISTORY     - 1973     MONUMENTED       NMHD
 CX1770
 CX1770                          STATION DESCRIPTION
 CX1770
 CX1770'DESCRIBED BY NM HIGHWAY DEPT 1973 (CWW)
 CX1770'THE STATION IS LOCATED IN DONA ANA COUNTY ALONG INTERSTATE 25 AND IS
 CX1770'ABOUT 4.7 MILES AIRLINE EAST-NORTHEAST OF HATCH, NEW MEXICO.
 CX1770'
 CX1770'TO REACH FROM THE INTERSECTION OF HALL AND FRANKLIN IN HATCH, GO
 CX1770'NORTH ON FRANKLIN 1.3 MILES TO INTERSTATE 25.  GO SOUTH ON I-25
 CX1770'4.75 MILES TO THE STATION ON THE RIGHT.  THE STATION IS 171 FEET
 CX1770'SOUTH OF THE CENTER OF THE SOUTHBOUND LANE OF INTERSTATE 25 ON A
 CX1770'SHALLOW HIGHWAY CUT AND 40 FEET NORTH OF THE RIGHT OF WAY FENCE.
 CX1770'
 CX1770'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION DISK
 CX1770'SET IN A CONCRETE MONUMENT PROJECTING ABOUT SIX INCHES ABOVE THE
 CX1770'GROUND AND STAMPED 3210715004, 1973.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1769 ***********************************************************************
 CX1769  DESIGNATION -  3210715005
 CX1769  PID         -  CX1769
 CX1769  STATE/COUNTY-  NM/DONA ANA
 CX1769  USGS QUAD   -  RINCON (1978)
 CX1769
 CX1769                         *CURRENT SURVEY CONTROL
 CX1769  ___________________________________________________________________
 CX1769* NAD 83(1992)-  32 40 34.64361(N)    107 05 58.61095(W)     ADJUSTED  
 CX1769* NAVD 88     -      1259.1    (meters)    4131.     (feet)  VERTCON   
 CX1769  ___________________________________________________________________
 CX1769  LAPLACE CORR-          -0.25  (seconds)                    DEFLEC99
 CX1769  GEOID HEIGHT-         -23.77  (meters)                     GEOID03
 CX1769
 CX1769  HORZ ORDER  -  SECOND
 CX1769
 CX1769.The horizontal coordinates were established by classical geodetic methods
 CX1769.and adjusted by the National Geodetic Survey in December 1993..
 CX1769
 CX1769.The NAVD 88 height was computed by applying the VERTCON shift value to
 CX1769.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CX1769
 CX1769.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1769
 CX1769.The geoid height was determined by GEOID03.
 CX1769
 CX1769;                    North         East     Units Scale Factor Converg.
 CX1769;SPC NM C     -   186,174.140   420,318.894   MT  0.99997826   -0 27 31.4
 CX1769;SPC NM C     -   610,806.32  1,378,996.24   sFT  0.99997826   -0 27 31.4
 CX1769;UTM  13      - 3,617,349.343   303,131.175   MT  1.00007793   -1 08 02.1
 CX1769
 CX1769!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1769!SPC NM C     -   0.99980608  x   0.99997826  =   0.99978435
 CX1769!UTM  13      -   0.99980608  x   1.00007793  =   0.99988400
 CX1769
 CX1769:                Primary Azimuth Mark                     Grid Az
 CX1769:SPC NM C     -  3210715006                               280 53 03.1
 CX1769:UTM  13      -  3210715006                               281 33 33.8
 CX1769
 CX1769|---------------------------------------------------------------------|
 CX1769| PID    Reference Object                     Distance      Geod. Az  |
 CX1769|                                                           dddmmss.s |
 CX1769| CX1782 3210715006                          APPROX. 2.7 KM 2802531.7 |
 CX1769|---------------------------------------------------------------------|
 CX1769
 CX1769                          SUPERSEDED SURVEY CONTROL
 CX1769
 CX1769  NAD 83(1986)-  32 40 34.64971(N)    107 05 58.61648(W) AD(       ) 2
 CX1769  NAD 27      -  32 40 34.36430(N)    107 05 56.55206(W) AD(       ) 2
 CX1769  NGVD 29 (07/19/86) 1258.5    (m)         4129.     (f) VERT ANG       
 CX1769
 CX1769.Superseded values are not recommended for survey control.
 CX1769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1769.See file dsdata.txt to determine how the superseded data were derived.
 CX1769
 CX1769_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS0313117349(NAD 83)
 CX1769_MARKER: DD = SURVEY DISK
 CX1769_SETTING: 0 = UNSPECIFIED SETTING
 CX1769_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX1769
 CX1769  HISTORY     - Date     Condition        Report By
 CX1769  HISTORY     - 1973     MONUMENTED       NMHD
 CX1769
 CX1769                          STATION DESCRIPTION
 CX1769
 CX1769'DESCRIBED BY NM HIGHWAY DEPT 1973 (CWW)
 CX1769'THE STATION IS LOCATED IN DONA ANA COUNTY ALONG INTERSTATE 25 AND IS
 CX1769'ABOUT 3.1 MILES AIRLINE EAST-NORTHEAST OF HATCH, NEW MEXICO.
 CX1769'
 CX1769'TO REACH FROM THE INTERSECTION OF HALL AND FRANKLIN IN HATCH, GO
 CX1769'NORTH ON FRANKLIN 1.3 MILES TO INTERSTATE 25.  GO SOUTH ON I-25 3.2
 CX1769'MILES TO THE STATION ON THE LEFT.  THE STATION IS 97 FEET NORTH OF
 CX1769'THE CENTER OF THE NORTHBOUND LANE OF INTERSTATE 25 ON THE TOP OF A
 CX1769'SHALLOW HIGHWAY CUT NEAR THE RIGHT OF WAY FENCE.
 CX1769'
 CX1769'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION DISK
 CX1769'SET IN A CONCRETE MONUMENT PROJECTING ABOUT SIX INCHES ABOVE THE
 CX1769'GROUND AND STAMPED 3210715005, 1973.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1782 ***********************************************************************
 CX1782  DESIGNATION -  3210715006
 CX1782  PID         -  CX1782
 CX1782  STATE/COUNTY-  NM/DONA ANA
 CX1782  USGS QUAD   -  HATCH (1978)
 CX1782
 CX1782                         *CURRENT SURVEY CONTROL
 CX1782  ___________________________________________________________________
 CX1782* NAD 83(1992)-  32 40 50.77282(N)    107 07 42.34183(W)     ADJUSTED  
 CX1782* NAVD 88     -      1260.7    (meters)    4136.     (feet)  VERTCON   
 CX1782  ___________________________________________________________________
 CX1782  LAPLACE CORR-           0.04  (seconds)                    DEFLEC99
 CX1782  GEOID HEIGHT-         -23.76  (meters)                     GEOID03
 CX1782
 CX1782  HORZ ORDER  -  SECOND
 CX1782
 CX1782.The horizontal coordinates were established by classical geodetic methods
 CX1782.and adjusted by the National Geodetic Survey in December 1993..
 CX1782
 CX1782.The NAVD 88 height was computed by applying the VERTCON shift value to
 CX1782.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CX1782
 CX1782.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1782
 CX1782.The geoid height was determined by GEOID03.
 CX1782
 CX1782;                    North         East     Units Scale Factor Converg.
 CX1782;SPC NM C     -   186,692.982   417,620.585   MT  0.99998365   -0 28 27.6
 CX1782;SPC NM C     -   612,508.56  1,370,143.54   sFT  0.99998365   -0 28 27.6
 CX1782;UTM  13      - 3,617,900.006   300,438.889   MT  1.00009109   -1 08 58.7
 CX1782
 CX1782!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1782!SPC NM C     -   0.99980583  x   0.99998365  =   0.99978949
 CX1782!UTM  13      -   0.99980583  x   1.00009109  =   0.99989690
 CX1782
 CX1782:                Primary Azimuth Mark                     Grid Az
 CX1782:SPC NM C     -  3210715007                               278 34 59.4
 CX1782:UTM  13      -  3210715007                               279 15 30.5
 CX1782
 CX1782|---------------------------------------------------------------------|
 CX1782| PID    Reference Object                     Distance      Geod. Az  |
 CX1782|                                                           dddmmss.s |
 CX1782| CX1781 3210715007                          APPROX. 2.5 KM 2780631.8 |
 CX1782|---------------------------------------------------------------------|
 CX1782
 CX1782                          SUPERSEDED SURVEY CONTROL
 CX1782
 CX1782  NAD 83(1986)-  32 40 50.77886(N)    107 07 42.34742(W) AD(       ) 2
 CX1782  NAD 27      -  32 40 50.49584(N)    107 07 40.28051(W) AD(       ) 2
 CX1782  NGVD 29 (07/19/86) 1260.1    (m)         4134.     (f) VERT ANG       
 CX1782
 CX1782.Superseded values are not recommended for survey control.
 CX1782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1782.See file dsdata.txt to determine how the superseded data were derived.
 CX1782
 CX1782_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS0043917900(NAD 83)
 CX1782_MARKER: DD = SURVEY DISK
 CX1782_SETTING: 0 = UNSPECIFIED SETTING
 CX1782_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX1782
 CX1782  HISTORY     - Date     Condition        Report By
 CX1782  HISTORY     - 1973     MONUMENTED       NMHD
 CX1782
 CX1782                          STATION DESCRIPTION
 CX1782
 CX1782'DESCRIBED BY NM HIGHWAY DEPT 1973 (CWW)
 CX1782'THE STATION IS LOCATED IN DONA ANA COUNTY ALONG INTERSTATE 25 AND IS
 CX1782'ABOUT 1.7 MILES AIRLINE NORTHEAST OF HATCH, NEW MEXICO.
 CX1782'
 CX1782'TO REACH FROM THE INTERSECTION OF HALL AND FRANKLIN IN HATCH, GO
 CX1782'NORTH ON FRANKLIN 1.3 MILES TO INTERSTATE 25.  GO SOUTH ON I-25 1.5
 CX1782'MILES TO THE STATION ON THE LEFT.  THE STATION IS 97 FEET NORTH OF
 CX1782'THE CENTER OF THE NORTHBOUND LANE OF INTERSTATE 25 ON TOP OF A
 CX1782'SHALLOW HIGHWAY CUT NEAR THE RIGHT OF WAY FENCE.
 CX1782'
 CX1782'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION DISK
 CX1782'SET IN A CONCRETE MONUMENT PROJECTING ABOUT SIX INCHES ABOVE THE
 CX1782'GROUND AND STAMPED 3210715006, 1973.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1781 ***********************************************************************
 CX1781  DESIGNATION -  3210715007
 CX1781  PID         -  CX1781
 CX1781  STATE/COUNTY-  NM/DONA ANA
 CX1781  USGS QUAD   -  HATCH (1978)
 CX1781
 CX1781                         *CURRENT SURVEY CONTROL
 CX1781  ___________________________________________________________________
 CX1781* NAD 83(1992)-  32 41 02.07374(N)    107 09 16.21322(W)     ADJUSTED  
 CX1781* NAVD 88     -      1257.1    (meters)    4124.     (feet)  VERTCON   
 CX1781  ___________________________________________________________________
 CX1781  LAPLACE CORR-           0.38  (seconds)                    DEFLEC99
 CX1781  GEOID HEIGHT-         -23.76  (meters)                     GEOID03
 CX1781
 CX1781  HORZ ORDER  -  SECOND
 CX1781
 CX1781.The horizontal coordinates were established by classical geodetic methods
 CX1781.and adjusted by the National Geodetic Survey in December 1993..
 CX1781
 CX1781.The NAVD 88 height was computed by applying the VERTCON shift value to
 CX1781.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CX1781
 CX1781.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1781
 CX1781.The geoid height was determined by GEOID03.
 CX1781
 CX1781;                    North         East     Units Scale Factor Converg.
 CX1781;SPC NM C     -   187,061.639   415,178.106   MT  0.99998869   -0 29 18.5
 CX1781;SPC NM C     -   613,718.06  1,362,130.17   sFT  0.99998869   -0 29 18.5
 CX1781;UTM  13      - 3,618,297.470   298,000.655   MT  1.00010317   -1 09 49.8
 CX1781
 CX1781!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1781!SPC NM C     -   0.99980640  x   0.99998869  =   0.99979509
 CX1781!UTM  13      -   0.99980640  x   1.00010317  =   0.99990955
 CX1781
 CX1781:                Primary Azimuth Mark                     Grid Az
 CX1781:SPC NM C     -  3210715008                               279 07 18.6
 CX1781:UTM  13      -  3210715008                               279 47 49.9
 CX1781
 CX1781|---------------------------------------------------------------------|
 CX1781| PID    Reference Object                     Distance      Geod. Az  |
 CX1781|                                                           dddmmss.s |
 CX1781| CX1780 3210715008                          APPROX. 2.1 KM 2783800.1 |
 CX1781|---------------------------------------------------------------------|
 CX1781
 CX1781                          SUPERSEDED SURVEY CONTROL
 CX1781
 CX1781  NAD 83(1986)-  32 41 02.07971(N)    107 09 16.21884(W) AD(       ) 2
 CX1781  NAD 27      -  32 41 01.79875(N)    107 09 14.14964(W) AD(       ) 2
 CX1781  NGVD 29 (07/19/86) 1256.5    (m)         4122.     (f) VERT ANG       
 CX1781
 CX1781.Superseded values are not recommended for survey control.
 CX1781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1781.See file dsdata.txt to determine how the superseded data were derived.
 CX1781
 CX1781_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBS9800118297(NAD 83)
 CX1781_MARKER: DD = SURVEY DISK
 CX1781_SETTING: 0 = UNSPECIFIED SETTING
 CX1781_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX1781
 CX1781  HISTORY     - Date     Condition        Report By
 CX1781  HISTORY     - 1973     MONUMENTED       NMHD
 CX1781
 CX1781                          STATION DESCRIPTION
 CX1781
 CX1781'DESCRIBED BY NM HIGHWAY DEPT 1973 (CWW)
 CX1781'THE STATION IS LOCATED IN DONA ANA COUNTY ALONG INTERSTATE 25 AND IS
 CX1781'ABOUT 1.3 MILES AIRLINE NORTH OF HATCH, NEW MEXICO.
 CX1781'
 CX1781'TO REACH FROM THE INTERSECTION OF HALL AND FRANKLIN IN HATCH, GO
 CX1781'NORTH ON FRANKLIN 1.3 MILES TO INTERSTATE 25.  GO OVER THE OVERPASS
 CX1781'BRIDGE TO THE STATION ON THE LEFT.  THE STATION IS ABOUT 20 FEET
 CX1781'NORTH OF THE NORTHWEST CORNER OF THE OVERPASS BRIDGE.
 CX1781'
 CX1781'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION DISK
 CX1781'SET IN A CONCRETE MONUMENT PROJECTING ABOUT SIX INCHES ABOVE THE
 CX1781'GROUND AND STAMPED 3210715007, 1973.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1780 ***********************************************************************
 CX1780  DESIGNATION -  3210715008
 CX1780  PID         -  CX1780
 CX1780  STATE/COUNTY-  NM/DONA ANA
 CX1780  USGS QUAD   -  HATCH (1978)
 CX1780
 CX1780                         *CURRENT SURVEY CONTROL
 CX1780  ___________________________________________________________________
 CX1780* NAD 83(1992)-  32 41 12.48742(N)    107 10 37.37548(W)     ADJUSTED  
 CX1780* NAVD 88     -      1249.2    (meters)    4098.     (feet)  VERTCON   
 CX1780  ___________________________________________________________________
 CX1780  LAPLACE CORR-           0.59  (seconds)                    DEFLEC99
 CX1780  GEOID HEIGHT-         -23.77  (meters)                     GEOID03
 CX1780
 CX1780  HORZ ORDER  -  SECOND
 CX1780
 CX1780.The horizontal coordinates were established by classical geodetic methods
 CX1780.and adjusted by the National Geodetic Survey in December 1993..
 CX1780
 CX1780.The NAVD 88 height was computed by applying the VERTCON shift value to
 CX1780.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CX1780
 CX1780.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1780
 CX1780.The geoid height was determined by GEOID03.
 CX1780
 CX1780;                    North         East     Units Scale Factor Converg.
 CX1780;SPC NM C     -   187,400.671   413,066.617   MT  0.99999316   -0 30 02.5
 CX1780;SPC NM C     -   614,830.37  1,355,202.73   sFT  0.99999316   -0 30 02.5
 CX1780;UTM  13      - 3,618,661.410   295,893.061   MT  1.00011372   -1 10 34.0
 CX1780
 CX1780!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1780!SPC NM C     -   0.99980764  x   0.99999316  =   0.99980080
 CX1780!UTM  13      -   0.99980764  x   1.00011372  =   0.99992134
 CX1780
 CX1780:                Primary Azimuth Mark                     Grid Az
 CX1780:SPC NM C     -  3210715009                               320 29 46.6
 CX1780:UTM  13      -  3210715009                               321 10 18.1
 CX1780
 CX1780|---------------------------------------------------------------------|
 CX1780| PID    Reference Object                     Distance      Geod. Az  |
 CX1780|                                                           dddmmss.s |
 CX1780| CX1779 3210715009                          APPROX. 1.8 KM 3195944.1 |
 CX1780|---------------------------------------------------------------------|
 CX1780
 CX1780                          SUPERSEDED SURVEY CONTROL
 CX1780
 CX1780  NAD 83(1986)-  32 41 12.49334(N)    107 10 37.38115(W) AD(       ) 2
 CX1780  NAD 27      -  32 41 12.21402(N)    107 10 35.31017(W) AD(       ) 2
 CX1780  NGVD 29 (07/19/86) 1248.6    (m)         4096.     (f) VERT ANG       
 CX1780
 CX1780.Superseded values are not recommended for survey control.
 CX1780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1780.See file dsdata.txt to determine how the superseded data were derived.
 CX1780
 CX1780_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBS9589318661(NAD 83)
 CX1780_MARKER: DD = SURVEY DISK
 CX1780_SETTING: 0 = UNSPECIFIED SETTING
 CX1780_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX1780
 CX1780  HISTORY     - Date     Condition        Report By
 CX1780  HISTORY     - 1973     MONUMENTED       NMHD
 CX1780
 CX1780                          STATION DESCRIPTION
 CX1780
 CX1780'DESCRIBED BY NM HIGHWAY DEPT 1973 (CWW)
 CX1780'THE STATION IS LOCATED IN DONA ANA COUNTY ALONG INTERSTATE 25 AND IS
 CX1780'ABOUT 2.1 MILES AIRLINE NORTHWEST OF HATCH, NEW MEXICO.
 CX1780'
 CX1780'TO REACH FROM THE INTERSECTION OF HALL AND FRANKLIN IN HATCH, GO
 CX1780'NORTH ON FRANKLIN 1.3 MILES TO INTERSTATE 25.  GO NORTH ON I-25 1.35
 CX1780'MILES TO THE STATION ON THE LEFT.  THE STATION IS 30 FEET SOUTH OF
 CX1780'THE CENTER OF THE SOUTHBOUND LANE OF INTERSTATE 25 AND AT THE
 CX1780'EAST END OF A LONG GUARD RAIL.
 CX1780'
 CX1780'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION DISK
 CX1780'SET IN A CONCRETE MONUMENT PROJECTING ABOUT SIX INCHES ABOVE THE
 CX1780'GROUND AND STAMPED 3210715008, 1973.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1779 ***********************************************************************
 CX1779  DESIGNATION -  3210715009
 CX1779  PID         -  CX1779
 CX1779  STATE/COUNTY-  NM/DONA ANA
 CX1779  USGS QUAD   -  HATCH (1978)
 CX1779
 CX1779                         *CURRENT SURVEY CONTROL
 CX1779  ___________________________________________________________________
 CX1779* NAD 83(1992)-  32 41 57.53616(N)    107 11 22.09060(W)     ADJUSTED  
 CX1779* NAVD 88     -      1261.1    (meters)    4137.     (feet)  VERTCON   
 CX1779  ___________________________________________________________________
 CX1779  LAPLACE CORR-           0.85  (seconds)                    DEFLEC99
 CX1779  GEOID HEIGHT-         -23.76  (meters)                     GEOID03
 CX1779
 CX1779  HORZ ORDER  -  SECOND
 CX1779
 CX1779.The horizontal coordinates were established by classical geodetic methods
 CX1779.and adjusted by the National Geodetic Survey in December 1993..
 CX1779
 CX1779.The NAVD 88 height was computed by applying the VERTCON shift value to
 CX1779.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CX1779
 CX1779.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1779
 CX1779.The geoid height was determined by GEOID03.
 CX1779
 CX1779;                    North         East     Units Scale Factor Converg.
 CX1779;SPC NM C     -   188,798.597   411,914.107   MT  0.99999565   -0 30 27.2
 CX1779;SPC NM C     -   619,416.73  1,351,421.53   sFT  0.99999565   -0 30 27.2
 CX1779;UTM  13      - 3,620,073.000   294,756.974   MT  1.00011945   -1 10 59.6
 CX1779
 CX1779!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1779!SPC NM C     -   0.99980577  x   0.99999565  =   0.99980142
 CX1779!UTM  13      -   0.99980577  x   1.00011945  =   0.99992520
 CX1779
 CX1779:                Primary Azimuth Mark                     Grid Az
 CX1779:SPC NM C     -  3210715010                               331 54 34.6
 CX1779:UTM  13      -  3210715010                               332 35 07.0
 CX1779
 CX1779|---------------------------------------------------------------------|
 CX1779| PID    Reference Object                     Distance      Geod. Az  |
 CX1779|                                                           dddmmss.s |
 CX1779| CX1778 3210715010                          APPROX. 3.2 KM 3312407.4 |
 CX1779|---------------------------------------------------------------------|
 CX1779
 CX1779                          SUPERSEDED SURVEY CONTROL
 CX1779
 CX1779  NAD 83(1986)-  32 41 57.54206(N)    107 11 22.09632(W) AD(       ) 2
 CX1779  NAD 27      -  32 41 57.26506(N)    107 11 20.02373(W) AD(       ) 2
 CX1779  NGVD 29 (07/19/86) 1260.5    (m)         4135.     (f) VERT ANG       
 CX1779
 CX1779.Superseded values are not recommended for survey control.
 CX1779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1779.See file dsdata.txt to determine how the superseded data were derived.
 CX1779
 CX1779_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBS9475720073(NAD 83)
 CX1779_MARKER: DD = SURVEY DISK
 CX1779_SETTING: 0 = UNSPECIFIED SETTING
 CX1779_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX1779
 CX1779  HISTORY     - Date     Condition        Report By
 CX1779  HISTORY     - 1973     MONUMENTED       NMHD
 CX1779
 CX1779                          STATION DESCRIPTION
 CX1779
 CX1779'DESCRIBED BY NM HIGHWAY DEPT 1973 (CWW)
 CX1779'THE STATION IS LOCATED IN DONA ANA COUNTY ALONG INTERSTATE 25 AND
 CX1779'IS ABOUT 3.2 MILES AIRLINE NORTHWEST OF HATCH, NEW MEXICO.
 CX1779'
 CX1779'TO REACH FROM THE INTERSECTION OF HALL AND FRANKLIN IN HATCH, GO
 CX1779'NORTH ON FRANKLIN 1.3 MILES TO INTERSTATE 25.  GO NORTH ON I-25
 CX1779'2.45 MILES TO THE STATION ON THE LEFT.  THE STATION IS 136 FEET
 CX1779'WEST OF THE CENTER OF THE SOUTHBOUND LANE OF INTERSTATE 25.
 CX1779'
 CX1779'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION DISK
 CX1779'SET IN A CONCRETE MONUMENT PROJECTING ABOUT SIX INCHES ABOVE THE
 CX1779'GROUND AND STAMPED 3210715009, 1973.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1778 ***********************************************************************
 CX1778  DESIGNATION -  3210715010
 CX1778  PID         -  CX1778
 CX1778  STATE/COUNTY-  NM/DONA ANA
 CX1778  USGS QUAD   -  HATCH (1978)
 CX1778
 CX1778                         *CURRENT SURVEY CONTROL
 CX1778  ___________________________________________________________________
 CX1778* NAD 83(1992)-  32 43 27.87802(N)    107 12 20.35883(W)     ADJUSTED  
 CX1778* NAVD 88     -      1292.2    (meters)    4239.     (feet)  VERTCON   
 CX1778  ___________________________________________________________________
 CX1778  LAPLACE CORR-           1.43  (seconds)                    DEFLEC99
 CX1778  GEOID HEIGHT-         -23.73  (meters)                     GEOID03
 CX1778
 CX1778  HORZ ORDER  -  SECOND
 CX1778
 CX1778.The horizontal coordinates were established by classical geodetic methods
 CX1778.and adjusted by the National Geodetic Survey in December 1993..
 CX1778
 CX1778.The NAVD 88 height was computed by applying the VERTCON shift value to
 CX1778.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CX1778
 CX1778.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1778
 CX1778.The geoid height was determined by GEOID03.
 CX1778
 CX1778;                    North         East     Units Scale Factor Converg.
 CX1778;SPC NM C     -   191,595.056   410,421.550   MT  0.99999891   -0 30 60.0
 CX1778;SPC NM C     -   628,591.45  1,346,524.70   sFT  0.99999891   -0 30 60.0
 CX1778;UTM  13      - 3,622,887.225   293,297.326   MT  1.00012687   -1 11 34.1
 CX1778
 CX1778!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1778!SPC NM C     -   0.99980088  x   0.99999891  =   0.99979979
 CX1778!UTM  13      -   0.99980088  x   1.00012687  =   0.99992773
 CX1778
 CX1778:                Primary Azimuth Mark                     Grid Az
 CX1778:SPC NM C     -  3210715011                               320 04 54.1
 CX1778:UTM  13      -  3210715011                               320 45 28.2
 CX1778
 CX1778|---------------------------------------------------------------------|
 CX1778| PID    Reference Object                     Distance      Geod. Az  |
 CX1778|                                                           dddmmss.s |
 CX1778| CX1783 3210715011                          APPROX. 2.1 KM 3193354.1 |
 CX1778|---------------------------------------------------------------------|
 CX1778
 CX1778                          SUPERSEDED SURVEY CONTROL
 CX1778
 CX1778  NAD 83(1986)-  32 43 27.88395(N)    107 12 20.36460(W) AD(       ) 2
 CX1778  NAD 27      -  32 43 27.61127(N)    107 12 18.28983(W) AD(       ) 2
 CX1778  NGVD 29 (07/19/86) 1291.6    (m)         4238.     (f) VERT ANG       
 CX1778
 CX1778.Superseded values are not recommended for survey control.
 CX1778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1778.See file dsdata.txt to determine how the superseded data were derived.
 CX1778
 CX1778_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBS9329722887(NAD 83)
 CX1778_MARKER: DD = SURVEY DISK
 CX1778_SETTING: 0 = UNSPECIFIED SETTING
 CX1778_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX1778
 CX1778  HISTORY     - Date     Condition        Report By
 CX1778  HISTORY     - 1973     MONUMENTED       NMHD
 CX1778
 CX1778                          STATION DESCRIPTION
 CX1778
 CX1778'DESCRIBED BY NM HIGHWAY DEPT 1973 (CWW)
 CX1778'THE STATION IS LOCATED IN DONA ANA COUNTY ALONG INTERSTATE 25 AND IS
 CX1778'ABOUT 5.1 MILES AIRLINE NORTHWEST OF HATCH, NEW MEXICO.
 CX1778'
 CX1778'TO REACH FROM THE INTERSECTION OF HALL AND FRANKLIN IN HATCH, GO
 CX1778'NORTH ON FRANKLIN 1.3 MILES TO INTERSTATE 25.  GO NORTH ON I-25 4.35
 CX1778'MILES TO THE STATION ON THE RIGHT.  THE STATION IS 133 FEET EAST OF
 CX1778'THE CENTER OF THE NORTHBOUND LANE OF INTERSTATE 25.
 CX1778'
 CX1778'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION DISK
 CX1778'SET IN A CONCRETE MONUMENT PROJECTING ABOUT SIX INCHES ABOVE THE
 CX1778'GROUND AND STAMPED 3210715010, 1973.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1783 ***********************************************************************
 CX1783  DESIGNATION -  3210715011
 CX1783  PID         -  CX1783
 CX1783  STATE/COUNTY-  NM/DONA ANA
 CX1783  USGS QUAD   -  HATCH (1978)
 CX1783
 CX1783                         *CURRENT SURVEY CONTROL
 CX1783  ___________________________________________________________________
 CX1783* NAD 83(1992)-  32 44 18.53992(N)    107 13 11.44086(W)     ADJUSTED  
 CX1783* NAVD 88     -      1316.2    (meters)    4318.     (feet)  VERTCON   
 CX1783  ___________________________________________________________________
 CX1783  LAPLACE CORR-           1.70  (seconds)                    DEFLEC99
 CX1783  GEOID HEIGHT-         -23.71  (meters)                     GEOID03
 CX1783
 CX1783  HORZ ORDER  -  SECOND
 CX1783
 CX1783.The horizontal coordinates were established by classical geodetic methods
 CX1783.and adjusted by the National Geodetic Survey in December 1993..
 CX1783
 CX1783.The NAVD 88 height was computed by applying the VERTCON shift value to
 CX1783.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CX1783
 CX1783.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1783
 CX1783.The geoid height was determined by GEOID03.
 CX1783
 CX1783;                    North         East     Units Scale Factor Converg.
 CX1783;SPC NM C     -   193,167.740   409,105.732   MT  1.00000184   -0 31 28.3
 CX1783;SPC NM C     -   633,751.16  1,342,207.72   sFT  1.00000184   -0 31 28.3
 CX1783;UTM  13      - 3,624,475.537   291,999.993   MT  1.00013350   -1 12 03.4
 CX1783
 CX1783!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1783!SPC NM C     -   0.99979711  x   1.00000184  =   0.99979895
 CX1783!UTM  13      -   0.99979711  x   1.00013350  =   0.99993059
 CX1783
 CX1783:                Primary Azimuth Mark                     Grid Az
 CX1783:SPC NM C     -  3210715012                               321 30 31.3
 CX1783:UTM  13      -  3210715012                               322 11 06.4
 CX1783
 CX1783|---------------------------------------------------------------------|
 CX1783| PID    Reference Object                     Distance      Geod. Az  |
 CX1783|                                                           dddmmss.s |
 CX1783| CX1766 3210715012                          APPROX. 2.1 KM 3205903.0 |
 CX1783|---------------------------------------------------------------------|
 CX1783
 CX1783                          SUPERSEDED SURVEY CONTROL
 CX1783
 CX1783  NAD 83(1986)-  32 44 18.54587(N)    107 13 11.44664(W) AD(       ) 2
 CX1783  NAD 27      -  32 44 18.27562(N)    107 13 09.37050(W) AD(       ) 2
 CX1783  NGVD 29 (07/19/86) 1315.6    (m)         4316.     (f) VERT ANG       
 CX1783
 CX1783.Superseded values are not recommended for survey control.
 CX1783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1783.See file dsdata.txt to determine how the superseded data were derived.
 CX1783
 CX1783_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBS9200024476(NAD 83)
 CX1783_MARKER: DD = SURVEY DISK
 CX1783_SETTING: 0 = UNSPECIFIED SETTING
 CX1783_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX1783
 CX1783  HISTORY     - Date     Condition        Report By
 CX1783  HISTORY     - 1973     MONUMENTED       NMHD
 CX1783
 CX1783                          STATION DESCRIPTION
 CX1783
 CX1783'DESCRIBED BY NM HIGHWAY DEPT 1973 (CWW)
 CX1783'THE STATION IS LOCATED IN DONA ANA COUNTY ALONG INTERSTATE 25 AND IS
 CX1783'ABOUT 6.4 MILES AIRLINE NORTHWEST OF HATCH, NEW MEXICO.
 CX1783'
 CX1783'TO REACH FROM THE INTERSECTION OF HALL AND FRANKLIN IN HATCH, GO
 CX1783'NORTH ON FRANKLIN 1.3 MILES TO INTERSTATE 25.  GO NORTH ON I-25 5.6
 CX1783'MILES TO THE STATION ON THE RIGHT.  THE STATION IS 133 FEET EAST OF
 CX1783'THE CENTER OF THE NORTHBOUND LANE OF INTERSTATE 25 ON TOP OF A
 CX1783'SHALLOW HIGHWAY CUT.
 CX1783'
 CX1783'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION DISK
 CX1783'SET IN A CONCRETE MONUMENT PROJECTING ABOUT SIX INCHES ABOVE THE
 CX1783'GROUND AND STAMPED 3210715011, 1973.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1766 ***********************************************************************
 CX1766  DESIGNATION -  3210715012
 CX1766  PID         -  CX1766
 CX1766  STATE/COUNTY-  NM/DONA ANA
 CX1766  USGS QUAD   -  MC LEOD TANK (1985)
 CX1766
 CX1766                         *CURRENT SURVEY CONTROL
 CX1766  ___________________________________________________________________
 CX1766* NAD 83(1992)-  32 45 11.26324(N)    107 14 01.99702(W)     ADJUSTED  
 CX1766* NAVD 88     -      1336.2    (meters)    4384.     (feet)  VERTCON   
 CX1766  ___________________________________________________________________
 CX1766  LAPLACE CORR-           1.95  (seconds)                    DEFLEC99
 CX1766  GEOID HEIGHT-         -23.70  (meters)                     GEOID03
 CX1766
 CX1766  HORZ ORDER  -  SECOND
 CX1766
 CX1766.The horizontal coordinates were established by classical geodetic methods
 CX1766.and adjusted by the National Geodetic Survey in December 1993..
 CX1766
 CX1766.The NAVD 88 height was computed by applying the VERTCON shift value to
 CX1766.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CX1766
 CX1766.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1766
 CX1766.The geoid height was determined by GEOID03.
 CX1766
 CX1766;                    North         East     Units Scale Factor Converg.
 CX1766;SPC NM C     -   194,803.986   407,804.614   MT  1.00000478   -0 31 56.4
 CX1766;SPC NM C     -   639,119.41  1,337,938.97   sFT  1.00000478   -0 31 56.4
 CX1766;UTM  13      - 3,626,127.252   290,718.115   MT  1.00014010   -1 12 32.5
 CX1766
 CX1766!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1766!SPC NM C     -   0.99979397  x   1.00000478  =   0.99979875
 CX1766!UTM  13      -   0.99979397  x   1.00014010  =   0.99993405
 CX1766
 CX1766:                Primary Azimuth Mark                     Grid Az
 CX1766:SPC NM C     -  3210715013                               324 21 44.6
 CX1766:UTM  13      -  3210715013                               325 02 20.7
 CX1766
 CX1766|---------------------------------------------------------------------|
 CX1766| PID    Reference Object                     Distance      Geod. Az  |
 CX1766|                                                           dddmmss.s |
 CX1766| CX1765 3210715013                          APPROX. 1.7 KM 3234948.2 |
 CX1766|---------------------------------------------------------------------|
 CX1766
 CX1766                          SUPERSEDED SURVEY CONTROL
 CX1766
 CX1766  NAD 83(1986)-  32 45 11.26922(N)    107 14 02.00275(W) AD(       ) 2
 CX1766  NAD 27      -  32 45 11.00112(N)    107 13 59.92528(W) AD(       ) 2
 CX1766  NGVD 29 (07/19/86) 1335.6    (m)         4382.     (f) VERT ANG       
 CX1766
 CX1766.Superseded values are not recommended for survey control.
 CX1766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1766.See file dsdata.txt to determine how the superseded data were derived.
 CX1766
 CX1766_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBS9071826127(NAD 83)
 CX1766_MARKER: DD = SURVEY DISK
 CX1766_SETTING: 0 = UNSPECIFIED SETTING
 CX1766_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX1766
 CX1766  HISTORY     - Date     Condition        Report By
 CX1766  HISTORY     - 1973     MONUMENTED       NMHD
 CX1766
 CX1766                          STATION DESCRIPTION
 CX1766
 CX1766'DESCRIBED BY NM HIGHWAY DEPT 1973 (CWW)
 CX1766'THE STATION IS LOCATED IN DONA ANA COUNTY ALONG INTERSTATE 25 AND
 CX1766'IS ABOUT 7.7 MILES AIRLINE NORTHWEST OF HATCH, NEW MEXICO.
 CX1766'
 CX1766'TO REACH FROM THE INTERSECTION OF HALL AND FRANKLIN IN HATCH, GO
 CX1766'NORTH ON FRANKLIN 1.3 MILES TO INTERSTATE 25.  GO NORTH ON I-25 6.9
 CX1766'MILES TO THE STATION ON THE RIGHT.  THE STATION IS 173 FEET EAST OF
 CX1766'THE CENTER OF THE NORTHBOUND LANE OF INTERSTATE 25 ON THE TOP OF A
 CX1766'DEEP HIGHWAY CUT.
 CX1766'
 CX1766'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION DISK
 CX1766'SET IN A CONCRETE MONUMENT PROJECTING ABOUT SIX INCHES ABOVE THE
 CX1766'GROUND AND STAMPED 3210715012, 1973.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1765 ***********************************************************************
 CX1765  DESIGNATION -  3210715013
 CX1765  PID         -  CX1765
 CX1765  STATE/COUNTY-  NM/DONA ANA
 CX1765  USGS QUAD   -  MC LEOD TANK (1985)
 CX1765
 CX1765                         *CURRENT SURVEY CONTROL
 CX1765  ___________________________________________________________________
 CX1765* NAD 83(1992)-  32 45 56.45493(N)    107 14 41.10246(W)     ADJUSTED  
 CX1765* NAVD 88     -      1326.9    (meters)    4353.     (feet)  VERTCON   
 CX1765  ___________________________________________________________________
 CX1765  LAPLACE CORR-           2.19  (seconds)                    DEFLEC99
 CX1765  GEOID HEIGHT-         -23.68  (meters)                     GEOID03
 CX1765
 CX1765  HORZ ORDER  -  SECOND
 CX1765
 CX1765.The horizontal coordinates were established by classical geodetic methods
 CX1765.and adjusted by the National Geodetic Survey in December 1993..
 CX1765
 CX1765.The NAVD 88 height was computed by applying the VERTCON shift value to
 CX1765.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CX1765
 CX1765.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1765
 CX1765.The geoid height was determined by GEOID03.
 CX1765
 CX1765;                    North         East     Units Scale Factor Converg.
 CX1765;SPC NM C     -   196,205.602   406,799.767   MT  1.00000707   -0 32 18.2
 CX1765;SPC NM C     -   643,717.88  1,334,642.24   sFT  1.00000707   -0 32 18.2
 CX1765;UTM  13      - 3,627,540.832   289,729.759   MT  1.00014521   -1 12 55.1
 CX1765
 CX1765!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1765!SPC NM C     -   0.99979543  x   1.00000707  =   0.99980250
 CX1765!UTM  13      -   0.99979543  x   1.00014521  =   0.99994061
 CX1765
 CX1765:                Primary Azimuth Mark                     Grid Az
 CX1765:SPC NM C     -  3210715014                               320 53 39.6
 CX1765:UTM  13      -  3210715014                               321 34 16.5
 CX1765
 CX1765|---------------------------------------------------------------------|
 CX1765| PID    Reference Object                     Distance      Geod. Az  |
 CX1765|                                                           dddmmss.s |
 CX1765| CX1803 3210715014                          APPROX. 2.8 KM 3202121.4 |
 CX1765|---------------------------------------------------------------------|
 CX1765
 CX1765                          SUPERSEDED SURVEY CONTROL
 CX1765
 CX1765  NAD 83(1986)-  32 45 56.46095(N)    107 14 41.10816(W) AD(       ) 2
 CX1765  NAD 27      -  32 45 56.19395(N)    107 14 39.02944(W) AD(       ) 2
 CX1765  NGVD 29 (07/19/86) 1326.3    (m)         4351.     (f) VERT ANG       
 CX1765
 CX1765.Superseded values are not recommended for survey control.
 CX1765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1765.See file dsdata.txt to determine how the superseded data were derived.
 CX1765
 CX1765_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBS8973027541(NAD 83)
 CX1765_MARKER: DD = SURVEY DISK
 CX1765_SETTING: 0 = UNSPECIFIED SETTING
 CX1765_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX1765
 CX1765  HISTORY     - Date     Condition        Report By
 CX1765  HISTORY     - 1973     MONUMENTED       NMHD
 CX1765
 CX1765                          STATION DESCRIPTION
 CX1765
 CX1765'DESCRIBED BY NM HIGHWAY DEPT 1973 (CWW)
 CX1765'THE STATION IS LOCATED IN DONA ANA COUNTY ALONG INTERSTATE 25 AND
 CX1765'IS ABOUT 8.8 MILES AIRLINE NORTHWEST OF HATCH, NEW MEXICO.
 CX1765'
 CX1765'TO REACH FROM THE INTERSECTION OF HALL AND FRANKLIN IN HATCH, GO
 CX1765'NORTH ON FRANKLIN 1.3 MILES TO INTERSTATE 25.  GO NORTH ON I-25
 CX1765'7.95 MILES TO THE STATION ON THE LEFT.  THE STATION IS 183 FEET
 CX1765'WEST OF THE CENTER OF THE SOUTHBOUND LANE OF INTERSTATE 25 ON TOP
 CX1765'OF A DEEP HIGHWAY CUT.
 CX1765'
 CX1765'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION DISK
 CX1765'SET IN A CONCRETE MONUMENT PROJECTING ABOUT SIX INCHES ABOVE THE
 CX1765'GROUND AND STAMPED 3210715013, 1973.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1803 ***********************************************************************
 CX1803  DESIGNATION -  3210715014
 CX1803  PID         -  CX1803
 CX1803  STATE/COUNTY-  NM/SIERRA
 CX1803  USGS QUAD   -  GARFIELD (1980)
 CX1803
 CX1803                         *CURRENT SURVEY CONTROL
 CX1803  ___________________________________________________________________
 CX1803* NAD 83(1992)-  32 47 05.89711(N)    107 15 49.22229(W)     ADJUSTED  
 CX1803* NAVD 88     -      1283.2    (meters)    4210.     (feet)  VERTCON   
 CX1803  ___________________________________________________________________
 CX1803  LAPLACE CORR-           2.39  (seconds)                    DEFLEC99
 CX1803  GEOID HEIGHT-         -23.67  (meters)                     GEOID03
 CX1803
 CX1803  HORZ ORDER  -  SECOND
 CX1803
 CX1803.The horizontal coordinates were established by classical geodetic methods
 CX1803.and adjusted by the National Geodetic Survey in December 1993..
 CX1803
 CX1803.The NAVD 88 height was computed by applying the VERTCON shift value to
 CX1803.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CX1803
 CX1803.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1803
 CX1803.The geoid height was determined by GEOID03.
 CX1803
 CX1803;                    North         East     Units Scale Factor Converg.
 CX1803;SPC NM W     -   198,053.653   883,361.283   MT  0.99995176   +0 18 30.5
 CX1803;SPC NM W     -   649,781.03  2,898,161.14   sFT  0.99995176   +0 18 30.5
 CX1803;UTM  13      - 3,629,717.656   288,002.672   MT  1.00015420   -1 13 34.4
 CX1803
 CX1803!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1803!SPC NM W     -   0.99980229  x   0.99995176  =   0.99975406
 CX1803!UTM  13      -   0.99980229  x   1.00015420  =   0.99995646
 CX1803
 CX1803:                Primary Azimuth Mark                     Grid Az
 CX1803:SPC NM W     -  3210715015                               313 48 07.1
 CX1803:UTM  13      -  3210715015                               315 20 12.0
 CX1803
 CX1803|---------------------------------------------------------------------|
 CX1803| PID    Reference Object                     Distance      Geod. Az  |
 CX1803|                                                           dddmmss.s |
 CX1803| CX1802 3210715015                          APPROX. 2.6 KM 3140637.6 |
 CX1803|---------------------------------------------------------------------|
 CX1803
 CX1803                          SUPERSEDED SURVEY CONTROL
 CX1803
 CX1803  NAD 83(1986)-  32 47 05.90319(N)    107 15 49.22794(W) AD(       ) 2
 CX1803  NAD 27      -  32 47 05.63786(N)    107 15 47.14765(W) AD(       ) 2
 CX1803  NGVD 29 (07/19/86) 1282.6    (m)         4208.     (f) VERT ANG       
 CX1803
 CX1803.Superseded values are not recommended for survey control.
 CX1803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1803.See file dsdata.txt to determine how the superseded data were derived.
 CX1803
 CX1803_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBS8800329718(NAD 83)
 CX1803_MARKER: DD = SURVEY DISK
 CX1803_SETTING: 0 = UNSPECIFIED SETTING
 CX1803_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX1803
 CX1803  HISTORY     - Date     Condition        Report By
 CX1803  HISTORY     - 1973     MONUMENTED       NMHD
 CX1803
 CX1803                          STATION DESCRIPTION
 CX1803
 CX1803'DESCRIBED BY NM HIGHWAY DEPT 1973 (CWW)
 CX1803'THE STATION IS LOCATED IN SIERRA COUNTY ALONG INTERSTATE 25 AND IS
 CX1803'ABOUT 10.5 MILES AIRLINE NORTHWEST OF HATCH, NEW MEXICO.
 CX1803'
 CX1803'TO REACH FROM THE INTERSECTION OF HALL AND FRANKLIN IN HATCH, GO
 CX1803'NORTH ON FRANKLIN 1.3 MILES TO INTERSTATE 25.  GO NORTH ON I-25
 CX1803'9.65 MILES TO THE GARFIELD INTERCHANGE.  LEAVE THE INTERSTATE ON
 CX1803'THE OFF RAMP AND CROSS OVER THE CROSSROAD.  THE STATION IS ON THE
 CX1803'LEFT IN THE CURVE OF A CONCRETE CURBAND IS ABOUT 75 FEET NORTHEAST
 CX1803'OF THE END OF THE OVERPASS BRIDGE.
 CX1803'
 CX1803'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION DISK
 CX1803'SET IN A CONCRETE MONUMENT PROJECTING ABOUT SIX INCHES ABOVE THE
 CX1803'GROUND AND STAMPED 3210715014, 1973.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1802 ***********************************************************************
 CX1802  DESIGNATION -  3210715015
 CX1802  PID         -  CX1802
 CX1802  STATE/COUNTY-  NM/SIERRA
 CX1802  USGS QUAD   -  GARFIELD (1980)
 CX1802
 CX1802                         *CURRENT SURVEY CONTROL
 CX1802  ___________________________________________________________________
 CX1802* NAD 83(1992)-  32 48 05.63514(N)    107 17 02.19377(W)     ADJUSTED  
 CX1802* NAVD 88     -      1286.6    (meters)    4221.     (feet)  VERTCON   
 CX1802  ___________________________________________________________________
 CX1802  LAPLACE CORR-           2.06  (seconds)                    DEFLEC99
 CX1802  GEOID HEIGHT-         -23.68  (meters)                     GEOID03
 CX1802
 CX1802  HORZ ORDER  -  SECOND
 CX1802
 CX1802.The horizontal coordinates were established by classical geodetic methods
 CX1802.and adjusted by the National Geodetic Survey in December 1993..
 CX1802
 CX1802.The NAVD 88 height was computed by applying the VERTCON shift value to
 CX1802.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CX1802
 CX1802.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1802
 CX1802.The geoid height was determined by GEOID03.
 CX1802
 CX1802;                    North         East     Units Scale Factor Converg.
 CX1802;SPC NM W     -   199,883.770   881,452.981   MT  0.99994930   +0 17 51.5
 CX1802;SPC NM W     -   655,785.34  2,891,900.32   sFT  0.99994930   +0 17 51.5
 CX1802;UTM  13      - 3,631,598.628   286,143.693   MT  1.00016396   -1 14 15.9
 CX1802
 CX1802!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1802!SPC NM W     -   0.99980175  x   0.99994930  =   0.99975106
 CX1802!UTM  13      -   0.99980175  x   1.00016396  =   0.99996568
 CX1802
 CX1802:                Primary Azimuth Mark                     Grid Az
 CX1802:SPC NM W     -  3210715016                               342 50 00.9
 CX1802:UTM  13      -  3210715016                               344 22 08.3
 CX1802
 CX1802|---------------------------------------------------------------------|
 CX1802| PID    Reference Object                     Distance      Geod. Az  |
 CX1802|                                                           dddmmss.s |
 CX1802| CX1800 3210715016                          APPROX. 1.2 KM 3430752.4 |
 CX1802|---------------------------------------------------------------------|
 CX1802
 CX1802                          SUPERSEDED SURVEY CONTROL
 CX1802
 CX1802  NAD 83(1986)-  32 48 05.64128(N)    107 17 02.19940(W) AD(       ) 2
 CX1802  NAD 27      -  32 48 05.37743(N)    107 17 00.11732(W) AD(       ) 2
 CX1802  NGVD 29 (07/19/86) 1286.0    (m)         4219.     (f) VERT ANG       
 CX1802
 CX1802.Superseded values are not recommended for survey control.
 CX1802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1802.See file dsdata.txt to determine how the superseded data were derived.
 CX1802
 CX1802_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBS8614431599(NAD 83)
 CX1802_MARKER: DD = SURVEY DISK
 CX1802_SETTING: 0 = UNSPECIFIED SETTING
 CX1802_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX1802
 CX1802  HISTORY     - Date     Condition        Report By
 CX1802  HISTORY     - 1973     MONUMENTED       NMHD
 CX1802
 CX1802                          STATION DESCRIPTION
 CX1802
 CX1802'DESCRIBED BY NM HIGHWAY DEPT 1973 (CWW)
 CX1802'THE STATION IS LOCATED IN SIERRA COUNTY ALONG INTERSTATE 25 AND IS
 CX1802'ABOUT 12.1 MILES AIRLINE NORTHWEST OF HATCH, NEW MEXICO.
 CX1802'
 CX1802'TO REACH FROM THE INTERSECTION OF HALL AND FRANKLIN IN HATCH, GO
 CX1802'NORTH ON FRANKLIN 1.3 MILES TO INTERSTATE 25.  GO NORTH ON I-25 11.25
 CX1802'MILES TO THE STATION ON THE LEFT.  THE STATION IS 103 FEET WEST OF
 CX1802'THE CENTER OF THE SOUTH-BOUND LANE OF INTERSTATE 25 ON THE TOP
 CX1802'OF A SHALLOW HIGHWAY CUT.
 CX1802'
 CX1802'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION DISK
 CX1802'SET IN A CONCRETE MONUMENT PROJECTING ABOUT SIX INCHES ABOVE THE
 CX1802'GROUND AND STAMPED 3210715015, 1973.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1800 ***********************************************************************
 CX1800  DESIGNATION -  3210715016
 CX1800  PID         -  CX1800
 CX1800  STATE/COUNTY-  NM/SIERRA
 CX1800  USGS QUAD   -  GARFIELD (1980)
 CX1800
 CX1800                         *CURRENT SURVEY CONTROL
 CX1800  ___________________________________________________________________
 CX1800* NAD 83(1992)-  32 48 42.01704(N)    107 17 15.25786(W)     ADJUSTED  
 CX1800* NAVD 88     -      1312.4    (meters)    4306.     (feet)  VERTCON   
 CX1800  ___________________________________________________________________
 CX1800  LAPLACE CORR-           2.10  (seconds)                    DEFLEC99
 CX1800  GEOID HEIGHT-         -23.66  (meters)                     GEOID03
 CX1800
 CX1800  HORZ ORDER  -  SECOND
 CX1800
 CX1800.The horizontal coordinates were established by classical geodetic methods
 CX1800.and adjusted by the National Geodetic Survey in December 1993..
 CX1800
 CX1800.The NAVD 88 height was computed by applying the VERTCON shift value to
 CX1800.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CX1800
 CX1800.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1800
 CX1800.The geoid height was determined by GEOID03.
 CX1800
 CX1800;                    North         East     Units Scale Factor Converg.
 CX1800;SPC NM W     -   201,002.713   881,107.328   MT  0.99994886   +0 17 44.7
 CX1800;SPC NM W     -   659,456.40  2,890,766.29   sFT  0.99994886   +0 17 44.7
 CX1800;UTM  13      - 3,632,726.676   285,828.082   MT  1.00016563   -1 14 24.2
 CX1800
 CX1800!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1800!SPC NM W     -   0.99979770  x   0.99994886  =   0.99974657
 CX1800!UTM  13      -   0.99979770  x   1.00016563  =   0.99996330
 CX1800
 CX1800:                Primary Azimuth Mark                     Grid Az
 CX1800:SPC NM W     -  3210715017                               351 22 21.4
 CX1800:UTM  13      -  3210715017                               352 54 30.3
 CX1800
 CX1800|---------------------------------------------------------------------|
 CX1800| PID    Reference Object                     Distance      Geod. Az  |
 CX1800|                                                           dddmmss.s |
 CX1800| CX1799 3210715017                          APPROX. 1.5 KM 3514006.1 |
 CX1800|---------------------------------------------------------------------|
 CX1800
 CX1800                          SUPERSEDED SURVEY CONTROL
 CX1800
 CX1800  NAD 83(1986)-  32 48 42.02319(N)    107 17 15.26347(W) AD(       ) 2
 CX1800  NAD 27      -  32 48 41.74737(N)    107 17 13.17627(W) AD(       ) 2
 CX1800  NGVD 29 (07/19/86) 1311.8    (m)         4304.     (f) VERT ANG       
 CX1800
 CX1800.Superseded values are not recommended for survey control.
 CX1800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1800.See file dsdata.txt to determine how the superseded data were derived.
 CX1800
 CX1800_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBS8582832727(NAD 83)
 CX1800_MARKER: DD = SURVEY DISK
 CX1800_SETTING: 0 = UNSPECIFIED SETTING
 CX1800_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX1800
 CX1800  HISTORY     - Date     Condition        Report By
 CX1800  HISTORY     - 1973     MONUMENTED       NMHD
 CX1800
 CX1800                          STATION DESCRIPTION
 CX1800
 CX1800'DESCRIBED BY NM HIGHWAY DEPT 1973 (CWW)
 CX1800'THE STATION IS LOCATED IN SIERRA COUNTY ALONG INTERSTATE 25 AND IS
 CX1800'ABOUT 12.8 MILES AIRLINE NORTHWEST OF HATCH, NEW MEXICO.
 CX1800'
 CX1800'TO REACH FROM THE INTERSECTION OF HALL AND FRANKLIN IN HATCH, GO
 CX1800'NORTH ON FRANKLIN 1.3 MILES TO INTERSTATE 25.  GO NORTH ON I-25 12.0
 CX1800'MILES TO THE STATION ON THE RIGHT.  THE STATION IS 163 FEET EAST OF
 CX1800'THE CENTER OF THE NORTH-BOUND LANE OF INTERSTATE 25 ON TOP OF A
 CX1800'DEEP HIGHWAY CUT.
 CX1800'
 CX1800'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION DISK
 CX1800'SET IN A CONCRETE MONUMENT PROJECTING ABOUT SIX INCHES ABOVE THE
 CX1800'GROUND AND STAMPED 3210715016, 1973.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1799 ***********************************************************************
 CX1799  DESIGNATION -  3210715017
 CX1799  PID         -  CX1799
 CX1799  STATE/COUNTY-  NM/SIERRA
 CX1799  USGS QUAD   -  GARFIELD (1980)
 CX1799
 CX1799                         *CURRENT SURVEY CONTROL
 CX1799  ___________________________________________________________________
 CX1799* NAD 83(1992)-  32 49 30.56154(N)    107 17 23.67788(W)     ADJUSTED  
 CX1799* NAVD 88     -      1325.1    (meters)    4347.     (feet)  VERTCON   
 CX1799  ___________________________________________________________________
 CX1799  LAPLACE CORR-           2.32  (seconds)                    DEFLEC99
 CX1799  GEOID HEIGHT-         -23.65  (meters)                     GEOID03
 CX1799
 CX1799  HORZ ORDER  -  SECOND
 CX1799
 CX1799.The horizontal coordinates were established by classical geodetic methods
 CX1799.and adjusted by the National Geodetic Survey in December 1993..
 CX1799
 CX1799.The NAVD 88 height was computed by applying the VERTCON shift value to
 CX1799.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CX1799
 CX1799.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1799
 CX1799.The geoid height was determined by GEOID03.
 CX1799
 CX1799;                    North         East     Units Scale Factor Converg.
 CX1799;SPC NM W     -   202,496.945   880,880.615   MT  0.99994858   +0 17 40.5
 CX1799;SPC NM W     -   664,358.73  2,890,022.48   sFT  0.99994858   +0 17 40.5
 CX1799;UTM  13      - 3,634,226.774   285,641.465   MT  1.00016661   -1 14 30.4
 CX1799
 CX1799!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1799!SPC NM W     -   0.99979571  x   0.99994858  =   0.99974430
 CX1799!UTM  13      -   0.99979571  x   1.00016661  =   0.99996228
 CX1799
 CX1799:                Primary Azimuth Mark                     Grid Az
 CX1799:SPC NM W     -  3210715018                               004 59 03.6
 CX1799:UTM  13      -  3210715018                               006 31 14.5
 CX1799
 CX1799|---------------------------------------------------------------------|
 CX1799| PID    Reference Object                     Distance      Geod. Az  |
 CX1799|                                                           dddmmss.s |
 CX1799| CX1801 3210715018                          APPROX. 2.7 KM 0051644.1 |
 CX1799|---------------------------------------------------------------------|
 CX1799
 CX1799                          SUPERSEDED SURVEY CONTROL
 CX1799
 CX1799  NAD 83(1986)-  32 49 30.56773(N)    107 17 23.68346(W) AD(       ) 2
 CX1799  NAD 27      -  32 49 30.29307(N)    107 17 21.59564(W) AD(       ) 2
 CX1799  NGVD 29 (07/19/86) 1324.5    (m)         4345.     (f) VERT ANG       
 CX1799
 CX1799.Superseded values are not recommended for survey control.
 CX1799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1799.See file dsdata.txt to determine how the superseded data were derived.
 CX1799
 CX1799_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBS8564134227(NAD 83)
 CX1799_MARKER: DD = SURVEY DISK
 CX1799_SETTING: 0 = UNSPECIFIED SETTING
 CX1799_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX1799
 CX1799  HISTORY     - Date     Condition        Report By
 CX1799  HISTORY     - 1973     MONUMENTED       NMHD
 CX1799
 CX1799                          STATION DESCRIPTION
 CX1799
 CX1799'DESCRIBED BY NM HIGHWAY DEPT 1973 (CWW)
 CX1799'THE STATION IS LOCATED IN SIERRA COUNTY ALONG INTERSTATE 25 AND IS
 CX1799'ABOUT 13.6 MILES AIRLINE NORTHWEST OF HATCH, NEW MEXICO.
 CX1799'
 CX1799'TO REACH FROM THE INTERSECTION OF HALL AND FRANKLIN IN HATCH, GO
 CX1799'NORTH ON FRANKLIN 1.3 MILES TO INTERSTATE 25.  GO NORTH ON I-25
 CX1799'12.9 MILES TO THE STATION ON THE LEFT.  THE STATION IS 189 FEET
 CX1799'WEST OF THE CENTER OF THE SOUTH-BOUND LANE OF INTERSTATE 25 ON TOP
 CX1799'OF A DEEP HIGHWAY CUT.
 CX1799'
 CX1799'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION DISK
 CX1799'SET IN A CONCRETE MONUMENT PROJECTING ABOUT SIX INCHES ABOVE THE
 CX1799'GROUND AND STAMPED 3210715017, 1973.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1801 ***********************************************************************
 CX1801  DESIGNATION -  3210715018
 CX1801  PID         -  CX1801
 CX1801  STATE/COUNTY-  NM/SIERRA
 CX1801  USGS QUAD   -  GARFIELD (1980)
 CX1801
 CX1801                         *CURRENT SURVEY CONTROL
 CX1801  ___________________________________________________________________
 CX1801* NAD 83(1992)-  32 50 56.96053(N)    107 17 14.22055(W)     ADJUSTED  
 CX1801* NAVD 88     -      1279.8    (meters)    4199.     (feet)  VERTCON   
 CX1801  ___________________________________________________________________
 CX1801  LAPLACE CORR-           3.07  (seconds)                    DEFLEC99
 CX1801  GEOID HEIGHT-         -23.61  (meters)                     GEOID03
 CX1801
 CX1801  HORZ ORDER  -  SECOND
 CX1801
 CX1801.The horizontal coordinates were established by classical geodetic methods
 CX1801.and adjusted by the National Geodetic Survey in December 1993..
 CX1801
 CX1801.The NAVD 88 height was computed by applying the VERTCON shift value to
 CX1801.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CX1801
 CX1801.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1801
 CX1801.The geoid height was determined by GEOID03.
 CX1801
 CX1801;                    North         East     Units Scale Factor Converg.
 CX1801;SPC NM W     -   205,159.648   881,112.833   MT  0.99994887   +0 17 46.3
 CX1801;SPC NM W     -   673,094.61  2,890,784.35   sFT  0.99994887   +0 17 46.3
 CX1801;UTM  13      - 3,636,882.867   285,945.079   MT  1.00016500   -1 14 28.2
 CX1801
 CX1801!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1801!SPC NM W     -   0.99980281  x   0.99994887  =   0.99975169
 CX1801!UTM  13      -   0.99980281  x   1.00016500  =   0.99996778
 CX1801
 CX1801:                Primary Azimuth Mark                     Grid Az
 CX1801:SPC NM W     -  3210715019                               351 13 31.8
 CX1801:UTM  13      -  3210715019                               352 45 46.3
 CX1801
 CX1801|---------------------------------------------------------------------|
 CX1801| PID    Reference Object                     Distance      Geod. Az  |
 CX1801|                                                           dddmmss.s |
 CX1801| CX1798 3210715019                          APPROX. 2.0 KM 3513118.1 |
 CX1801|---------------------------------------------------------------------|
 CX1801
 CX1801                          SUPERSEDED SURVEY CONTROL
 CX1801
 CX1801  NAD 83(1986)-  32 50 56.96684(N)    107 17 14.22604(W) AD(       ) 2
 CX1801  NAD 27      -  32 50 56.69431(N)    107 17 12.13768(W) AD(       ) 2
 CX1801  NGVD 29 (07/19/86) 1279.2    (m)         4197.     (f) VERT ANG       
 CX1801
 CX1801.Superseded values are not recommended for survey control.
 CX1801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1801.See file dsdata.txt to determine how the superseded data were derived.
 CX1801
 CX1801_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBS8594536883(NAD 83)
 CX1801_MARKER: DD = SURVEY DISK
 CX1801_SETTING: 0 = UNSPECIFIED SETTING
 CX1801_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX1801
 CX1801  HISTORY     - Date     Condition        Report By
 CX1801  HISTORY     - 1973     MONUMENTED       NMHD
 CX1801
 CX1801                          STATION DESCRIPTION
 CX1801
 CX1801'DESCRIBED BY NM HIGHWAY DEPT 1973 (CWW)
 CX1801'THE STATION IS LOCATED IN SIERRA COUNTY ALONG INTERSTATE 25 AND IS
 CX1801'ABOUT 14.9 MILES AIRLINE NORTHWEST OF HATCH, NEW MEXICO.
 CX1801'
 CX1801'TO REACH FROM THE INTERSECTION OF HALL AND FRANKLIN IN HATCH, GO
 CX1801'NORTH ON FRANKLIN 1.3 MILES TO INTERSTATE 25.  GO NORTH ON I-25
 CX1801'14.5 MILES TO THE STATION ON THE RIGHT.  THE STATION IS 68 FEET
 CX1801'EAST OF THE CENTER OF THE NORTH-BOUND LANE OF INTERSTATE 25 ON A
 CX1801'SHALLOW HIGHWAY CUT.
 CX1801'
 CX1801'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION DISK
 CX1801'SET IN A CONCRETE MONUMENT PROJECTING ABOUT SIX INCHES ABOVE THE
 CX1801'GROUND AND STAMPED 3210715018, 1973.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1798 ***********************************************************************
 CX1798  DESIGNATION -  3210715019
 CX1798  PID         -  CX1798
 CX1798  STATE/COUNTY-  NM/SIERRA
 CX1798  USGS QUAD   -  GARFIELD (1980)
 CX1798
 CX1798                         *CURRENT SURVEY CONTROL
 CX1798  ___________________________________________________________________
 CX1798* NAD 83(1992)-  32 52 01.26296(N)    107 17 25.57838(W)     ADJUSTED  
 CX1798* NAVD 88     -      1285.6    (meters)    4218.     (feet)  VERTCON   
 CX1798  ___________________________________________________________________
 CX1798  LAPLACE CORR-           3.25  (seconds)                    DEFLEC99
 CX1798  GEOID HEIGHT-         -23.60  (meters)                     GEOID03
 CX1798
 CX1798  HORZ ORDER  -  SECOND
 CX1798
 CX1798.The horizontal coordinates were established by classical geodetic methods
 CX1798.and adjusted by the National Geodetic Survey in December 1993..
 CX1798
 CX1798.The NAVD 88 height was computed by applying the VERTCON shift value to
 CX1798.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CX1798
 CX1798.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1798
 CX1798.The geoid height was determined by GEOID03.
 CX1798
 CX1798;                    North         East     Units Scale Factor Converg.
 CX1798;SPC NM W     -   207,138.904   880,807.328   MT  0.99994848   +0 17 40.7
 CX1798;SPC NM W     -   679,588.22  2,889,782.04   sFT  0.99994848   +0 17 40.7
 CX1798;UTM  13      - 3,638,870.040   285,692.743   MT  1.00016633   -1 14 36.5
 CX1798
 CX1798!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1798!SPC NM W     -   0.99980190  x   0.99994848  =   0.99975039
 CX1798!UTM  13      -   0.99980190  x   1.00016633  =   0.99996819
 CX1798
 CX1798:                Primary Azimuth Mark                     Grid Az
 CX1798:SPC NM W     -  3210715020                               341 07 11.3
 CX1798:UTM  13      -  3210715020                               342 39 28.5
 CX1798
 CX1798|---------------------------------------------------------------------|
 CX1798| PID    Reference Object                     Distance      Geod. Az  |
 CX1798|                                                           dddmmss.s |
 CX1798| CX1792 3210715020                          APPROX. 1.1 KM 3412452.0 |
 CX1798|---------------------------------------------------------------------|
 CX1798
 CX1798                          SUPERSEDED SURVEY CONTROL
 CX1798
 CX1798  NAD 83(1986)-  32 52 01.26935(N)    107 17 25.58384(W) AD(       ) 2
 CX1798  NAD 27      -  32 52 00.99841(N)    107 17 23.49442(W) AD(       ) 2
 CX1798  NGVD 29 (07/19/86) 1285.0    (m)         4216.     (f) VERT ANG       
 CX1798
 CX1798.Superseded values are not recommended for survey control.
 CX1798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1798.See file dsdata.txt to determine how the superseded data were derived.
 CX1798
 CX1798_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBS8569338870(NAD 83)
 CX1798_MARKER: DD = SURVEY DISK
 CX1798_SETTING: 0 = UNSPECIFIED SETTING
 CX1798_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX1798
 CX1798  HISTORY     - Date     Condition        Report By
 CX1798  HISTORY     - 1973     MONUMENTED       NMHD
 CX1798
 CX1798                          STATION DESCRIPTION
 CX1798
 CX1798'DESCRIBED BY NM HIGHWAY DEPT 1973 (CWW)
 CX1798'THE STATION IS LOCATED IN SIERRA COUNTY ALONG INTERSTATE 25 AND IS
 CX1798'ABOUT 16.1 MILES AIRLINE NORTHWEST OF HATCH, NEW MEXICO.
 CX1798'
 CX1798'TO REACH FROM THE INTERSECTION OF HALL AND FRANKLIN IN HATCH, GO
 CX1798'NORTH ON FRANKLIN 1.3 MILES TO INTERSTATE 25.  GO NORTH ON I-25 15.75
 CX1798'MILES TO THE STATION ON THE RIGHT.  THE STATION IS 91 FEET EAST OF
 CX1798'THE CENTER OF THE NORTH-BOUND LANE OF INTERSTATE 25.
 CX1798'
 CX1798'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION DISK
 CX1798'SET IN A CONCRETE MONUMENT PROJECTING ABOUT SIX INCHES ABOVE THE
 CX1798'GROUND AND STAMPED 3210715019, 1973.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1792 ***********************************************************************
 CX1792  DESIGNATION -  3210715020
 CX1792  PID         -  CX1792
 CX1792  STATE/COUNTY-  NM/SIERRA
 CX1792  USGS QUAD   -  CABALLO (1980)
 CX1792
 CX1792                         *CURRENT SURVEY CONTROL
 CX1792  ___________________________________________________________________
 CX1792* NAD 83(1992)-  32 52 35.81503(N)    107 17 39.34700(W)     ADJUSTED  
 CX1792* NAVD 88     -      1285.5    (meters)    4218.     (feet)  VERTCON   
 CX1792  ___________________________________________________________________
 CX1792  LAPLACE CORR-           3.04  (seconds)                    DEFLEC99
 CX1792  GEOID HEIGHT-         -23.60  (meters)                     GEOID03
 CX1792
 CX1792  HORZ ORDER  -  SECOND
 CX1792
 CX1792.The horizontal coordinates were established by classical geodetic methods
 CX1792.and adjusted by the National Geodetic Survey in December 1993..
 CX1792
 CX1792.The NAVD 88 height was computed by applying the VERTCON shift value to
 CX1792.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CX1792
 CX1792.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1792
 CX1792.The geoid height was determined by GEOID03.
 CX1792
 CX1792;                    North         East     Units Scale Factor Converg.
 CX1792;SPC NM W     -   208,201.417   880,443.958   MT  0.99994803   +0 17 33.5
 CX1792;SPC NM W     -   683,074.15  2,888,589.89   sFT  0.99994803   +0 17 33.5
 CX1792;UTM  13      - 3,639,942.160   285,357.954   MT  1.00016810   -1 14 45.2
 CX1792
 CX1792!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1792!SPC NM W     -   0.99980191  x   0.99994803  =   0.99974995
 CX1792!UTM  13      -   0.99980191  x   1.00016810  =   0.99996998
 CX1792
 CX1792:                Primary Azimuth Mark                     Grid Az
 CX1792:SPC NM W     -  3210715021                               320 05 20.0
 CX1792:UTM  13      -  3210715021                               321 37 38.7
 CX1792
 CX1792|---------------------------------------------------------------------|
 CX1792| PID    Reference Object                     Distance      Geod. Az  |
 CX1792|                                                           dddmmss.s |
 CX1792| CX1791 3210715021                          APPROX. 2.4 KM 3202253.5 |
 CX1792|---------------------------------------------------------------------|
 CX1792
 CX1792                          SUPERSEDED SURVEY CONTROL
 CX1792
 CX1792  NAD 83(1986)-  32 52 35.82146(N)    107 17 39.35244(W) AD(       ) 2
 CX1792  NAD 27      -  32 52 35.55128(N)    107 17 37.26210(W) AD(       ) 2
 CX1792  NGVD 29 (07/19/86) 1284.9    (m)         4216.     (f) VERT ANG       
 CX1792
 CX1792.Superseded values are not recommended for survey control.
 CX1792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1792.See file dsdata.txt to determine how the superseded data were derived.
 CX1792
 CX1792_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBS8535839942(NAD 83)
 CX1792_MARKER: DD = SURVEY DISK
 CX1792_SETTING: 0 = UNSPECIFIED SETTING
 CX1792_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX1792
 CX1792  HISTORY     - Date     Condition        Report By
 CX1792  HISTORY     - 1973     MONUMENTED       NMHD
 CX1792
 CX1792                          STATION DESCRIPTION
 CX1792
 CX1792'DESCRIBED BY NM HIGHWAY DEPT 1973 (CWW)
 CX1792'THE STATION IS LOCATED IN SIERRA COUNTY ALONG INTERSTATE 25 AND IS
 CX1792'ABOUT 16.8 MILES AIRLINE NORTHWEST OF HATCH, NEW MEXICO.
 CX1792'
 CX1792'TO REACH FROM THE INTERSECTION OF HALL AND FRANKLIN IN HATCH, GO
 CX1792'NORTH ON FRANKLIN 1.3 MILES TO INTERSTATE 25.  GO NORTH ON I-25
 CX1792'16.4 MILES TO THE STATION ON THE RIGHT.  THE STATION IS 83 FEET
 CX1792'EAST OF THE CENTER OF THE NORTH-BOUND LANE OF INTERSTATE 25 ON A
 CX1792'SHALLOW HIGHWAY CUT.
 CX1792'
 CX1792'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION DISK
 CX1792'SET IN A CONCRETE MONUMENT PROJECTING ABOUT SIX INCHES ABOVE THE
 CX1792'GROUND AND STAMPED 3210715020, 1973.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1791 ***********************************************************************
 CX1791  DESIGNATION -  3210715021
 CX1791  PID         -  CX1791
 CX1791  STATE/COUNTY-  NM/SIERRA
 CX1791  USGS QUAD   -  CABALLO (1980)
 CX1791
 CX1791                         *CURRENT SURVEY CONTROL
 CX1791  ___________________________________________________________________
 CX1791* NAD 83(1992)-  32 53 35.99467(N)    107 18 38.39920(W)     ADJUSTED  
 CX1791* NAVD 88     -      1287.3    (meters)    4223.     (feet)  VERTCON   
 CX1791  ___________________________________________________________________
 CX1791  LAPLACE CORR-           1.94  (seconds)                    DEFLEC99
 CX1791  GEOID HEIGHT-         -23.61  (meters)                     GEOID03
 CX1791
 CX1791  HORZ ORDER  -  SECOND
 CX1791
 CX1791.The horizontal coordinates were established by classical geodetic methods
 CX1791.and adjusted by the National Geodetic Survey in December 1993..
 CX1791
 CX1791.The NAVD 88 height was computed by applying the VERTCON shift value to
 CX1791.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CX1791
 CX1791.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1791
 CX1791.The geoid height was determined by GEOID03.
 CX1791
 CX1791;                    North         East     Units Scale Factor Converg.
 CX1791;SPC NM W     -   210,047.481   878,899.797   MT  0.99994614   +0 17 01.9
 CX1791;SPC NM W     -   689,130.78  2,883,523.75   sFT  0.99994614   +0 17 01.9
 CX1791;UTM  13      - 3,641,829.452   283,863.589   MT  1.00017604   -1 15 19.3
 CX1791
 CX1791!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1791!SPC NM W     -   0.99980163  x   0.99994614  =   0.99974778
 CX1791!UTM  13      -   0.99980163  x   1.00017604  =   0.99997764
 CX1791
 CX1791:                Primary Azimuth Mark                     Grid Az
 CX1791:SPC NM W     -  3210715022                               340 11 07.3
 CX1791:UTM  13      -  3210715022                               341 43 28.5
 CX1791
 CX1791|---------------------------------------------------------------------|
 CX1791| PID    Reference Object                     Distance      Geod. Az  |
 CX1791|                                                           dddmmss.s |
 CX1791| CX1793 3210715022                          APPROX. 2.1 KM 3402809.2 |
 CX1791|---------------------------------------------------------------------|
 CX1791
 CX1791                          SUPERSEDED SURVEY CONTROL
 CX1791
 CX1791  NAD 83(1986)-  32 53 36.00124(N)    107 18 38.40465(W) AD(       ) 2
 CX1791  NAD 27      -  32 53 35.73317(N)    107 18 36.31192(W) AD(       ) 2
 CX1791  NGVD 29 (07/19/86) 1286.7    (m)         4221.     (f) VERT ANG       
 CX1791
 CX1791.Superseded values are not recommended for survey control.
 CX1791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1791.See file dsdata.txt to determine how the superseded data were derived.
 CX1791
 CX1791_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBS8386441829(NAD 83)
 CX1791_MARKER: DD = SURVEY DISK
 CX1791_SETTING: 0 = UNSPECIFIED SETTING
 CX1791_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX1791
 CX1791  HISTORY     - Date     Condition        Report By
 CX1791  HISTORY     - 1973     MONUMENTED       NMHD
 CX1791
 CX1791                          STATION DESCRIPTION
 CX1791
 CX1791'DESCRIBED BY NM HIGHWAY DEPT 1973 (CWW)
 CX1791'THE STATION IS LOCATED IN SIERRA COUNTY ALONG INTERSTATE 25 AND IS
 CX1791'ABOUT 18.2 MILES AIRLINE NORTHWEST OF HATCH, NEW MEXICO.
 CX1791'
 CX1791'TO REACH FROM THE INTERSECTION OF HALL AND FRANKLIN IN HATCH, GO
 CX1791'NORTH ON FRANKLIN 1.3 MILES TO INTERSTATE 25.  GO NORTH ON I-25 17.9
 CX1791'MILES TO THE CABALLO DAM INTERCHANGE.  LEAVE THE INTERSTATE ON THE
 CX1791'OFF RAMP, TURN LEFT ON U.S. 85, CROSS THE OVERPASS BRIDGE AND
 CX1791'GO TO THE INTERSECTION OF U.S. 85 AND THE SOUTHBOUND ON-RAMP.  THE
 CX1791'STATION IS ON THE RIGHT IN THE CURVE OF A CONCRETE CURB.
 CX1791'
 CX1791'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION DISK
 CX1791'SET IN A CONCRETE MONUMENT PROJECTING ABOUT SIX INCHES ABOVE THE
 CX1791'GROUND AND STAMPED 3210715021, 1973.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1793 ***********************************************************************
 CX1793  DESIGNATION -  3210715022
 CX1793  PID         -  CX1793
 CX1793  STATE/COUNTY-  NM/SIERRA
 CX1793  USGS QUAD   -  CABALLO (1980)
 CX1793
 CX1793                         *CURRENT SURVEY CONTROL
 CX1793  ___________________________________________________________________
 CX1793* NAD 83(1992)-  32 54 40.40285(N)    107 19 05.48550(W)     ADJUSTED  
 CX1793* NAVD 88     -      1340.4    (meters)    4398.     (feet)  VERTCON   
 CX1793  ___________________________________________________________________
 CX1793  LAPLACE CORR-           1.41  (seconds)                    DEFLEC99
 CX1793  GEOID HEIGHT-         -23.62  (meters)                     GEOID03
 CX1793
 CX1793  HORZ ORDER  -  SECOND
 CX1793
 CX1793.The horizontal coordinates were established by classical geodetic methods
 CX1793.and adjusted by the National Geodetic Survey in December 1993..
 CX1793
 CX1793.The NAVD 88 height was computed by applying the VERTCON shift value to
 CX1793.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CX1793
 CX1793.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1793
 CX1793.The geoid height was determined by GEOID03.
 CX1793
 CX1793;                    North         East     Units Scale Factor Converg.
 CX1793;SPC NM W     -   212,028.065   878,186.169   MT  0.99994529   +0 16 47.6
 CX1793;SPC NM W     -   695,628.74  2,881,182.46   sFT  0.99994529   +0 16 47.6
 CX1793;UTM  13      - 3,643,828.958   283,203.280   MT  1.00017956   -1 15 36.2
 CX1793
 CX1793!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1793!SPC NM W     -   0.99979330  x   0.99994529  =   0.99973860
 CX1793!UTM  13      -   0.99979330  x   1.00017956  =   0.99997282
 CX1793
 CX1793:                Primary Azimuth Mark                     Grid Az
 CX1793:SPC NM W     -  3210715023                               005 45 09.3
 CX1793:UTM  13      -  3210715023                               007 17 33.1
 CX1793
 CX1793|---------------------------------------------------------------------|
 CX1793| PID    Reference Object                     Distance      Geod. Az  |
 CX1793|                                                           dddmmss.s |
 CX1793| CX1790 3210715023                          APPROX. 3.5 KM 0060156.9 |
 CX1793|---------------------------------------------------------------------|
 CX1793
 CX1793                          SUPERSEDED SURVEY CONTROL
 CX1793
 CX1793  NAD 83(1986)-  32 54 40.40953(N)    107 19 05.49091(W) AD(       ) 2
 CX1793  NAD 27      -  32 54 40.14348(N)    107 19 03.39649(W) AD(       ) 2
 CX1793  NGVD 29 (07/19/86) 1339.8    (m)         4396.     (f) VERT ANG       
 CX1793
 CX1793.Superseded values are not recommended for survey control.
 CX1793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1793.See file dsdata.txt to determine how the superseded data were derived.
 CX1793
 CX1793_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBS8320343829(NAD 83)
 CX1793_MARKER: DD = SURVEY DISK
 CX1793_SETTING: 0 = UNSPECIFIED SETTING
 CX1793_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX1793
 CX1793  HISTORY     - Date     Condition        Report By
 CX1793  HISTORY     - 1973     MONUMENTED       NMHD
 CX1793
 CX1793                          STATION DESCRIPTION
 CX1793
 CX1793'DESCRIBED BY NM HIGHWAY DEPT 1973 (CWW)
 CX1793'THE STATION IS LOCATED IN SIERRA COUNTY ALONG INTERSTATE 25 AND IS
 CX1793'ABOUT 19.5 MILES AIRLINE NORTHWEST OF HATCH, NEW MEXICO.
 CX1793'
 CX1793'TO REACH FROM THE INTERSECTION OF HALL AND FRANKLIN IN HATCH, GO
 CX1793'NORTH ON FRANKLIN 1.3 MILES TO INTERSTATE 25.  GO NORTH ON I-25
 CX1793'19.25 MILES TO THE STATION ON THE RIGHT.  THE STATION IS 163 FEET
 CX1793'EAST OF THE CENTER OF THE NORTH-BOUND LANE OF INTERSTATE 25 ON TOP OF
 CX1793'A DEEP HIGHWAY CUT 5 FEET WEST OF THE RIGHT OF WAH FENCE.
 CX1793'
 CX1793'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION DISK
 CX1793'SET IN A CONCRETE MONUMENT PROJECTING ABOUT SIX INCHES ABOVE THE
 CX1793'GROUND AND STAMPED 3210715022, 1973.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1790 ***********************************************************************
 CX1790  DESIGNATION -  3210715023
 CX1790  PID         -  CX1790
 CX1790  STATE/COUNTY-  NM/SIERRA
 CX1790  USGS QUAD   -  CABALLO (1980)
 CX1790
 CX1790                         *CURRENT SURVEY CONTROL
 CX1790  ___________________________________________________________________
 CX1790* NAD 83(1992)-  32 56 32.40716(N)    107 18 51.44814(W)     ADJUSTED  
 CX1790* NAVD 88     -      1310.8    (meters)    4301.     (feet)  VERTCON   
 CX1790  ___________________________________________________________________
 CX1790  LAPLACE CORR-           1.84  (seconds)                    DEFLEC99
 CX1790  GEOID HEIGHT-         -23.59  (meters)                     GEOID03
 CX1790
 CX1790  HORZ ORDER  -  SECOND
 CX1790
 CX1790.The horizontal coordinates were established by classical geodetic methods
 CX1790.and adjusted by the National Geodetic Survey in December 1993..
 CX1790
 CX1790.The NAVD 88 height was computed by applying the VERTCON shift value to
 CX1790.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CX1790
 CX1790.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1790
 CX1790.The geoid height was determined by GEOID03.
 CX1790
 CX1790;                    North         East     Units Scale Factor Converg.
 CX1790;SPC NM W     -   215,480.078   878,533.918   MT  0.99994570   +0 16 56.1
 CX1790;SPC NM W     -   706,954.22  2,882,323.36   sFT  0.99994570   +0 16 56.1
 CX1790;UTM  13      - 3,647,271.175   283,643.814   MT  1.00017721   -1 15 32.4
 CX1790
 CX1790!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1790!SPC NM W     -   0.99979795  x   0.99994570  =   0.99974366
 CX1790!UTM  13      -   0.99979795  x   1.00017721  =   0.99997513
 CX1790
 CX1790:                Primary Azimuth Mark                     Grid Az
 CX1790:SPC NM W     -  3210715024                               354 52 13.0
 CX1790:UTM  13      -  3210715024                               356 24 41.5
 CX1790
 CX1790|---------------------------------------------------------------------|
 CX1790| PID    Reference Object                     Distance      Geod. Az  |
 CX1790|                                                           dddmmss.s |
 CX1790| CX1794 3210715024                          APPROX. 1.5 KM 3550909.1 |
 CX1790|---------------------------------------------------------------------|
 CX1790
 CX1790                          SUPERSEDED SURVEY CONTROL
 CX1790
 CX1790  NAD 83(1986)-  32 56 32.41406(N)    107 18 51.45344(W) AD(       ) 2
 CX1790  NAD 27      -  32 56 32.15072(N)    107 18 49.35749(W) AD(       ) 2
 CX1790  NGVD 29 (07/19/86) 1310.1    (m)         4298.     (f) VERT ANG       
 CX1790
 CX1790.Superseded values are not recommended for survey control.
 CX1790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1790.See file dsdata.txt to determine how the superseded data were derived.
 CX1790
 CX1790_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBS8364447271(NAD 83)
 CX1790_MARKER: DD = SURVEY DISK
 CX1790_SETTING: 0 = UNSPECIFIED SETTING
 CX1790_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX1790
 CX1790  HISTORY     - Date     Condition        Report By
 CX1790  HISTORY     - 1973     MONUMENTED       NMHD
 CX1790
 CX1790                          STATION DESCRIPTION
 CX1790
 CX1790'DESCRIBED BY NM HIGHWAY DEPT 1973 (CWW)
 CX1790'THE STATION IS LOCATED IN SIERRA COUNTY ALONG INTERSTATE 25 AND IS
 CX1790'ABOUT 21.3 MILES AIRLINE NORTHWEST OF HATCH, NEW MEXICO.
 CX1790'
 CX1790'TO REACH FROM THE INTERSECTION OF HALL AND FRANKLIN IN HATCH, GO
 CX1790'NORTH ON FRANKLIN 1.3 MILES TO INTERSTATE 25.  GO NORTH ON I-25
 CX1790'21.4 MILES TO THE STATION ON THE RIGHT.  THE STATION IS 118 FEET
 CX1790'EAST OF THE CENTER OF THE NORTH-BOUND LANE OF INTERSTATE 25 ON TOP
 CX1790'OF A DEEP HIGHWAY CUT 10 FEET EAST OF THE RIGHT OF WAY FENCE.
 CX1790'
 CX1790'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION DISK
 CX1790'SET IN A CONCRETE MONUMENT PROJECTING ABOUT SIX INCHES ABOVE THE
 CX1790'GROUND AND STAMPED 3210715023, 1973.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1794 ***********************************************************************
 CX1794  DESIGNATION -  3210715024
 CX1794  PID         -  CX1794
 CX1794  STATE/COUNTY-  NM/SIERRA
 CX1794  USGS QUAD   -  CABALLO (1980)
 CX1794
 CX1794                         *CURRENT SURVEY CONTROL
 CX1794  ___________________________________________________________________
 CX1794* NAD 83(1992)-  32 57 19.41306(N)    107 18 56.17657(W)     ADJUSTED  
 CX1794* NAVD 88     -      1333.4    (meters)    4375.     (feet)  VERTCON   
 CX1794  ___________________________________________________________________
 CX1794  LAPLACE CORR-           1.73  (seconds)                    DEFLEC99
 CX1794  GEOID HEIGHT-         -23.58  (meters)                     GEOID03
 CX1794
 CX1794  HORZ ORDER  -  SECOND
 CX1794
 CX1794.The horizontal coordinates were established by classical geodetic methods
 CX1794.and adjusted by the National Geodetic Survey in December 1993..
 CX1794
 CX1794.The NAVD 88 height was computed by applying the VERTCON shift value to
 CX1794.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CX1794
 CX1794.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1794
 CX1794.The geoid height was determined by GEOID03.
 CX1794
 CX1794;                    North         East     Units Scale Factor Converg.
 CX1794;SPC NM W     -   216,927.467   878,403.984   MT  0.99994555   +0 16 53.9
 CX1794;SPC NM W     -   711,702.86  2,881,897.07   sFT  0.99994555   +0 16 53.9
 CX1794;UTM  13      - 3,648,721.871   283,552.842   MT  1.00017769   -1 15 36.5
 CX1794
 CX1794!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1794!SPC NM W     -   0.99979440  x   0.99994555  =   0.99973997
 CX1794!UTM  13      -   0.99979440  x   1.00017769  =   0.99997206
 CX1794
 CX1794:                Primary Azimuth Mark                     Grid Az
 CX1794:SPC NM W     -  3210715023                               174 52 12.6
 CX1794:UTM  13      -  3210715023                               176 24 43.0
 CX1794
 CX1794|---------------------------------------------------------------------|
 CX1794| PID    Reference Object                     Distance      Geod. Az  |
 CX1794|                                                           dddmmss.s |
 CX1794| CX1790 3210715023                          APPROX. 1.5 KM 1750906.5 |
 CX1794|---------------------------------------------------------------------|
 CX1794
 CX1794                          SUPERSEDED SURVEY CONTROL
 CX1794
 CX1794  NAD 83(1986)-  32 57 19.42001(N)    107 18 56.18183(W) AD(       ) 2
 CX1794  NAD 27      -  32 57 19.15891(N)    107 18 54.08490(W) AD(       ) 2
 CX1794  NGVD 29 (07/19/86) 1332.7    (m)         4372.     (f) VERT ANG       
 CX1794
 CX1794.Superseded values are not recommended for survey control.
 CX1794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1794.See file dsdata.txt to determine how the superseded data were derived.
 CX1794
 CX1794_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBS8355348722(NAD 83)
 CX1794_MARKER: DD = SURVEY DISK
 CX1794_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX1794_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CX1794_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX1794+STABILITY: SURFACE MOTION
 CX1794
 CX1794  HISTORY     - Date     Condition        Report By
 CX1794  HISTORY     - 1973     MONUMENTED       NMHD
 CX1794
 CX1794                          STATION DESCRIPTION
 CX1794
 CX1794'DESCRIBED BY NM HIGHWAY DEPT 1973 (CWW)
 CX1794'THE STATION IS LOCATED IN SIERRA COUNTY ALONG INTERSTATE 25 AND IS
 CX1794'ABOUT 22.1 MILES AIRLINE NORTHWEST OF HATCH, NEW MEXICO.
 CX1794'
 CX1794'TO REACH FROM THE INTERSECTION OF HALL AND FRANKLIN IN HATCH, GO
 CX1794'NORTH ON FRANKLIN 1.3 MILES TO INTERSTATE 25.  GO NORTH ON I-25
 CX1794'22.3 MILES TO THE STATION ON THE LEFT.  THE STATION IS 32 FEET WEST
 CX1794'OF THE CENTER OF THE SOUTH-BOUND LANE OF INTERSTATE 25 AT THE
 CX1794'POINT WHERE THE SOUTH-BOUND OFF RAMP TO THE HILLSBORO INTERCHANGE
 CX1794'LEAVES THE INTERSTATE.  THE STATION IS ABOUT 6 FEET NORTH OF THE
 CX1794'EXIT SIGN.
 CX1794'
 CX1794'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION DISK
 CX1794'SET IN A DRILL HOLE IN AN ABANDONED SIGN BASE A CONCRETE CYLINDER
 CX1794'ABOUT 1 FOOT IN DIAMETER AND PROJECTING ABOUT 3 INCHES ABOVE THE
 CX1794'GROUND.  THE DISK IS STAMPED 3210715024, 1973.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1795 ***********************************************************************
 CX1795  DESIGNATION -  3210715025
 CX1795  PID         -  CX1795
 CX1795  STATE/COUNTY-  NM/SIERRA
 CX1795  USGS QUAD   -  CABALLO (1980)
 CX1795
 CX1795                         *CURRENT SURVEY CONTROL
 CX1795  ___________________________________________________________________
 CX1795* NAD 83(1992)-  32 58 59.40950(N)    107 18 45.82400(W)     ADJUSTED  
 CX1795* NAVD 88     -      1322.3    (meters)    4338.     (feet)  VERTCON   
 CX1795  ___________________________________________________________________
 CX1795  LAPLACE CORR-           1.70  (seconds)                    DEFLEC99
 CX1795  GEOID HEIGHT-         -23.56  (meters)                     GEOID03
 CX1795
 CX1795  HORZ ORDER  -  SECOND
 CX1795
 CX1795.The horizontal coordinates were established by classical geodetic methods
 CX1795.and adjusted by the National Geodetic Survey in December 1993..
 CX1795
 CX1795.The NAVD 88 height was computed by applying the VERTCON shift value to
 CX1795.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CX1795
 CX1795.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1795
 CX1795.The geoid height was determined by GEOID03.
 CX1795
 CX1795;                    North         East     Units Scale Factor Converg.
 CX1795;SPC NM W     -   220,009.142   878,657.614   MT  0.99994585   +0 17 00.3
 CX1795;SPC NM W     -   721,813.33  2,882,729.19   sFT  0.99994585   +0 17 00.3
 CX1795;UTM  13      - 3,651,796.314   283,889.405   MT  1.00017589   -1 15 34.3
 CX1795
 CX1795!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1795!SPC NM W     -   0.99979614  x   0.99994585  =   0.99974200
 CX1795!UTM  13      -   0.99979614  x   1.00017589  =   0.99997200
 CX1795
 CX1795:                Primary Azimuth Mark                     Grid Az
 CX1795:SPC NM W     -  3310725001                               343 34 38.4
 CX1795:UTM  13      -  3310725001                               345 07 13.0
 CX1795
 CX1795|---------------------------------------------------------------------|
 CX1795| PID    Reference Object                     Distance      Geod. Az  |
 CX1795|                                                           dddmmss.s |
 CX1795| DS1406 3310725001                          APPROX. 2.1 KM 3435138.7 |
 CX1795|---------------------------------------------------------------------|
 CX1795
 CX1795                          SUPERSEDED SURVEY CONTROL
 CX1795
 CX1795  NAD 83(1986)-  32 58 59.41669(N)    107 18 45.82909(W) AD(       ) 2
 CX1795  NAD 27      -  32 58 59.15580(N)    107 18 43.73039(W) AD(       ) 2
 CX1795  NGVD 29 (07/19/86) 1321.6    (m)         4336.     (f) VERT ANG       
 CX1795
 CX1795.Superseded values are not recommended for survey control.
 CX1795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1795.See file dsdata.txt to determine how the superseded data were derived.
 CX1795
 CX1795_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBS8388951796(NAD 83)
 CX1795_MARKER: DD = SURVEY DISK
 CX1795_SETTING: 0 = UNSPECIFIED SETTING
 CX1795_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX1795
 CX1795  HISTORY     - Date     Condition        Report By
 CX1795  HISTORY     - 1974     MONUMENTED       NMHD
 CX1795
 CX1795                          STATION DESCRIPTION
 CX1795
 CX1795'DESCRIBED BY NM HIGHWAY DEPT 1974 (CWW)
 CX1795'THE STATION IS LOCATED IN SIERRA COUNTY ALONG INTERSTATE 25 AND IS
 CX1795'ABOUT 10.5 MILES AIRLINE SOUTHWEST OF TRUTH OR CONSEQUENCES, NEW
 CX1795'MEXICO.
 CX1795'
 CX1795'TO REACH FROM THE INTERSECTION OF U.S. 85 (BROADWAY) AND S.R. 51 IN
 CX1795'DOWNTOWN T OR C, GO SOUTH ON U.S. 85 3.35 MILES TO THE SOUTH I-25
 CX1795'ON RAMP, CONTINUE SOUTH ON I-25 9.65 MILES TO THE STATION ON THE
 CX1795'LEFT.  THE STATION IS 63 FEET EAST OF THE CENTER OF THE NORTHBOUND
 CX1795'LANE OF I-25.  IT IS ON TOP OF A SHALLOW CUT, 64 FEET WEST OF THE
 CX1795'R/W FENCE.
 CX1795'
 CX1795'THE STATION IS A STANDARD NEW MEXICO HIGHWAY COMMISSION DISK
 CX1795'SET IN A CONCRETE MONUMENT PROJECTING ABOUT SIX INCHES ABOVE THE
 CX1795'GROUND AND STAMPED 3210715025, 1974.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1861 ***********************************************************************
 CX1861  DESIGNATION -  3210725001
 CX1861  PID         -  CX1861
 CX1861  STATE/COUNTY-  NM/LUNA
 CX1861  USGS QUAD   -  MYNDUS (1972)
 CX1861
 CX1861                         *CURRENT SURVEY CONTROL
 CX1861  ___________________________________________________________________
 CX1861* NAD 83(1992)-  32 15 11.32818(N)    107 28 42.04807(W)     ADJUSTED  
 CX1861* NAVD 88     -      1263.0    (meters)    4144.     (feet)  VERTCON   
 CX1861  ___________________________________________________________________
 CX1861  LAPLACE CORR-           1.11  (seconds)                    DEFLEC99
 CX1861  GEOID HEIGHT-         -24.39  (meters)                     GEOID03
 CX1861
 CX1861  HORZ ORDER  -  SECOND
 CX1861
 CX1861.The horizontal coordinates were established by classical geodetic methods
 CX1861.and adjusted by the National Geodetic Survey in December 1993..
 CX1861
 CX1861.The NAVD 88 height was computed by applying the VERTCON shift value to
 CX1861.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CX1861
 CX1861.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1861
 CX1861.The geoid height was determined by GEOID03.
 CX1861
 CX1861;                    North         East     Units Scale Factor Converg.
 CX1861;SPC NM W     -   138,993.023   863,448.620   MT  0.99993046   +0 11 22.0
 CX1861;SPC NM W     -   456,012.94  2,832,831.01   sFT  0.99993046   +0 11 22.0
 CX1861;UTM  13      - 3,571,191.468   266,520.790   MT  1.00027229   -1 19 23.5
 CX1861
 CX1861!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1861!SPC NM W     -   0.99980556  x   0.99993046  =   0.99973603
 CX1861!UTM  13      -   0.99980556  x   1.00027229  =   1.00007779
 CX1861
 CX1861:                Primary Azimuth Mark                     Grid Az
 CX1861:SPC NM W     -  3210725002                               109 37 26.1
 CX1861:UTM  13      -  3210725002                               111 08 11.6
 CX1861
 CX1861|---------------------------------------------------------------------|
 CX1861| PID    Reference Object                     Distance      Geod. Az  |
 CX1861|                                                           dddmmss.s |
 CX1861| CX1858 3210725002                          APPROX. 2.5 KM 1094848.1 |
 CX1861|---------------------------------------------------------------------|
 CX1861
 CX1861                          SUPERSEDED SURVEY CONTROL
 CX1861
 CX1861  NAD 83(1986)-  32 15 11.33009(N)    107 28 42.04725(W) AD(       ) 2
 CX1861  NAD 27      -  32 15 11.01218(N)    107 28 39.96630(W) AD(       ) 2
 CX1861  NGVD 29 (07/19/86) 1262.4    (m)         4142.     (f) VERT ANG       
 CX1861
 CX1861.Superseded values are not recommended for survey control.
 CX1861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1861.See file dsdata.txt to determine how the superseded data were derived.
 CX1861
 CX1861_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBR6652171191(NAD 83)
 CX1861_MARKER: DD = SURVEY DISK
 CX1861_SETTING: 0 = UNSPECIFIED SETTING
 CX1861_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX1861
 CX1861  HISTORY     - Date     Condition        Report By
 CX1861  HISTORY     - 1974     MONUMENTED       NMHD
 CX1861
 CX1861                          STATION DESCRIPTION
 CX1861
 CX1861'DESCRIBED BY NM HIGHWAY DEPT 1974 (CWW)
 CX1861'THE STATION IS LOCATED IN LUNA COUNTY, NEW MEXICO ALONG
 CX1861'INTERSTATE 10, 16.4 AIRMILES EAST OF DEMING, NEW MEXICO AND
 CX1861'10.8 ROADMILES WEST OF THE LUNA/DONA ANA COUNTY LINE.
 CX1861'
 CX1861'THE STATION IS AT MILEPOST 99.25.
 CX1861'
 CX1861'TO REACH FROM THE INTERSECTION OF PINE STREET (U.S. 70-80)
 CX1861'AND GOLD AVENUE (U.S. 180) IN DEMING, GO NORTH ON GOLD AVENUE
 CX1861'0.1 MILES TO CEDAR STREET.  TURN RIGHT ONTO CEDAR STREET AND
 CX1861'GO EAST 0.7 MILES ENTERING THE FREEWAY.  FROM THIS POINT GO
 CX1861'EAST 16.2 MILES TO THE STATION ON THE RIGHT.  THE STATION IS 72
 CX1861'FEET SOUTH OF THE CENTERLINE OF THE EAST-BOUND LANE AND 12
 CX1861'FEET NORTH OF THE SOUTH RIGHT OF WAY FENCE.
 CX1861'
 CX1861'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 CX1861'DISK SET IN A CONCRETE POST PROJECTING ABOUT SIX INCHES ABOVE
 CX1861'THE GROUND AND STAMPED 3210725001,1974.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1858 ***********************************************************************
 CX1858  DESIGNATION -  3210725002
 CX1858  PID         -  CX1858
 CX1858  STATE/COUNTY-  NM/LUNA
 CX1858  USGS QUAD   -  AKELA (1972)
 CX1858
 CX1858                         *CURRENT SURVEY CONTROL
 CX1858  ___________________________________________________________________
 CX1858* NAD 83(1992)-  32 14 44.24408(N)    107 27 13.62015(W)     ADJUSTED  
 CX1858* NAVD 88     -      1261.6    (meters)    4139.     (feet)  VERTCON   
 CX1858  ___________________________________________________________________
 CX1858  LAPLACE CORR-           1.28  (seconds)                    DEFLEC99
 CX1858  GEOID HEIGHT-         -24.38  (meters)                     GEOID03
 CX1858
 CX1858  HORZ ORDER  -  SECOND
 CX1858
 CX1858.The horizontal coordinates were established by classical geodetic methods
 CX1858.and adjusted by the National Geodetic Survey in December 1993..
 CX1858
 CX1858.The NAVD 88 height was computed by applying the VERTCON shift value to
 CX1858.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CX1858
 CX1858.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1858
 CX1858.The geoid height was determined by GEOID03.
 CX1858
 CX1858;                    North         East     Units Scale Factor Converg.
 CX1858;SPC NM W     -   138,166.727   865,766.061   MT  0.99993244   +0 12 09.0
 CX1858;SPC NM W     -   453,302.00  2,840,434.15   sFT  0.99993244   +0 12 09.0
 CX1858;UTM  13      - 3,570,303.996   268,816.382   MT  1.00025914   -1 18 35.3
 CX1858
 CX1858!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1858!SPC NM W     -   0.99980578  x   0.99993244  =   0.99973823
 CX1858!UTM  13      -   0.99980578  x   1.00025914  =   1.00006487
 CX1858
 CX1858:                Primary Azimuth Mark                     Grid Az
 CX1858:SPC NM W     -  3210725003                               102 50 02.0
 CX1858:UTM  13      -  3210725003                               104 20 46.3
 CX1858
 CX1858|---------------------------------------------------------------------|
 CX1858| PID    Reference Object                     Distance      Geod. Az  |
 CX1858|                                                           dddmmss.s |
 CX1858| CX1857 3210725003                          APPROX. 3.4 KM 1030211.0 |
 CX1858|---------------------------------------------------------------------|
 CX1858
 CX1858                          SUPERSEDED SURVEY CONTROL
 CX1858
 CX1858  NAD 83(1986)-  32 14 44.24614(N)    107 27 13.61926(W) AD(       ) 2
 CX1858  NAD 27      -  32 14 43.92738(N)    107 27 11.54074(W) AD(       ) 2
 CX1858  NGVD 29 (07/19/86) 1261.0    (m)         4137.     (f) VERT ANG       
 CX1858
 CX1858.Superseded values are not recommended for survey control.
 CX1858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1858.See file dsdata.txt to determine how the superseded data were derived.
 CX1858
 CX1858_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBR6881670304(NAD 83)
 CX1858_MARKER: DD = SURVEY DISK
 CX1858_SETTING: 0 = UNSPECIFIED SETTING
 CX1858_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX1858
 CX1858  HISTORY     - Date     Condition        Report By
 CX1858  HISTORY     - 1974     MONUMENTED       NMHD
 CX1858
 CX1858                          STATION DESCRIPTION
 CX1858
 CX1858'DESCRIBED BY NM HIGHWAY DEPT 1974 (CWW)
 CX1858'THE STATION IS LOCATED IN LUNA COUNTY, NEW MEXICO ALONG
 CX1858'INTERSTATE 10, 17.9 AIRMILES EAST OF DEMING, NEW MEXICO AND 9.2
 CX1858'ROADMILES WEST OF THE LUNA/DONA ANA COUNTY LINE.
 CX1858'
 CX1858'THE STATION IS AT MILEPOST 100.78.
 CX1858'
 CX1858'TO REACH FROM THE INTERSECTION OF PINE STREET (U.S. 70-80) AND
 CX1858'GOLD AVENUE (U.S. 180) IN DEMING, GO NORTH ON GOLD AVENUE 0.1
 CX1858'MILES TO CEDAR STREET.  TURN RIGHT ONTO CEDAR STREET AND GO
 CX1858'EAST 0.7 MILES ENTERING THE FREEWAY.  FROM THIS POINT GO EAST
 CX1858'17.7 MILES TO THE STATION ON THE RIGHT.  THE STATION IS 77
 CX1858'FEET SOUTH OF THE CENTERLINE OF THE EAST-BOUND LANE AND 6 FEET
 CX1858'NORTH OF THE SOUTH RIGHT OF WAY FENCE.
 CX1858'
 CX1858'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 CX1858'DISK SET IN A CONCRETE POST PROJECTING ABOUT SIX INCHES ABOVE THE
 CX1858'GROUND AND STAMPED 3210725002,1974.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1857 ***********************************************************************
 CX1857  DESIGNATION -  3210725003
 CX1857  PID         -  CX1857
 CX1857  STATE/COUNTY-  NM/LUNA
 CX1857  USGS QUAD   -  AKELA (1972)
 CX1857
 CX1857                         *CURRENT SURVEY CONTROL
 CX1857  ___________________________________________________________________
 CX1857* NAD 83(1992)-  32 14 19.23377(N)    107 25 06.61629(W)     ADJUSTED  
 CX1857* NAVD 88     -      1269.4    (meters)    4165.     (feet)  VERTCON   
 CX1857  ___________________________________________________________________
 CX1857  LAPLACE CORR-           1.44  (seconds)                    DEFLEC99
 CX1857  GEOID HEIGHT-         -24.35  (meters)                     GEOID03
 CX1857
 CX1857  HORZ ORDER  -  SECOND
 CX1857
 CX1857.The horizontal coordinates were established by classical geodetic methods
 CX1857.and adjusted by the National Geodetic Survey in December 1993..
 CX1857
 CX1857.The NAVD 88 height was computed by applying the VERTCON shift value to
 CX1857.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CX1857
 CX1857.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1857
 CX1857.The geoid height was determined by GEOID03.
 CX1857
 CX1857;                    North         East     Units Scale Factor Converg.
 CX1857;SPC NM W     -   137,408.685   869,093.486   MT  0.99993551   +0 13 16.7
 CX1857;SPC NM W     -   450,814.99  2,851,350.88   sFT  0.99993551   +0 13 16.7
 CX1857;UTM  13      - 3,569,458.144   272,123.688   MT  1.00024041   -1 17 26.5
 CX1857
 CX1857!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1857!SPC NM W     -   0.99980455  x   0.99993551  =   0.99974007
 CX1857!UTM  13      -   0.99980455  x   1.00024041  =   1.00004491
 CX1857
 CX1857:                Primary Azimuth Mark                     Grid Az
 CX1857:SPC NM W     -  3210725004                               096 49 22.3
 CX1857:UTM  13      -  3210725004                               098 20 05.5
 CX1857
 CX1857|---------------------------------------------------------------------|
 CX1857| PID    Reference Object                     Distance      Geod. Az  |
 CX1857|                                                           dddmmss.s |
 CX1857| CX1856 3210725004                          APPROX. 2.4 KM 0970239.0 |
 CX1857|---------------------------------------------------------------------|
 CX1857
 CX1857                          SUPERSEDED SURVEY CONTROL
 CX1857
 CX1857  NAD 83(1986)-  32 14 19.23605(N)    107 25 06.61537(W) AD(       ) 2
 CX1857  NAD 27      -  32 14 18.91656(N)    107 25 04.54092(W) AD(       ) 2
 CX1857  NGVD 29 (07/19/86) 1268.8    (m)         4163.     (f) VERT ANG       
 CX1857
 CX1857.Superseded values are not recommended for survey control.
 CX1857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1857.See file dsdata.txt to determine how the superseded data were derived.
 CX1857
 CX1857_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBR7212469458(NAD 83)
 CX1857_MARKER: DD = SURVEY DISK
 CX1857_SETTING: 0 = UNSPECIFIED SETTING
 CX1857_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX1857_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CX1857+SATELLITE: SATELLITE OBSERVATIONS - September 21, 2005
 CX1857
 CX1857  HISTORY     - Date     Condition        Report By
 CX1857  HISTORY     - 1974     MONUMENTED       NMHD
 CX1857  HISTORY     - 20050921 GOOD             NMHD
 CX1857
 CX1857                          STATION DESCRIPTION
 CX1857
 CX1857'DESCRIBED BY NM HIGHWAY DEPT 1974 (CWW)
 CX1857'THE STATION IS LOCATED IN LUNA COUNTY, NEW MEXICO ALONG
 CX1857'INTERSTATE 10, 20.0 AIRMILES EAST OF DEMING, NEW MEXICO AND
 CX1857'7.1 ROADMILES WEST OF THE LUNA/DONA ANA COUNTY LINE.
 CX1857'
 CX1857'THE STATION IS AT MILEPOST 102.90.
 CX1857'
 CX1857'TO REACH FROM THE INTERSECTION OF PINE STREET (U.S. 70-80) AND
 CX1857'GOLD AVENUE (U.S. 180) IN DEMING, GO NORTH ON GOLD AVENUE 0.1
 CX1857'MILES TO CEDAR STREET.  TURN RIGHT ONTO CEDAR STREET AND GO
 CX1857'EAST 0.7 MILES ENTERING THE FREEWAY.  FROM THIS POINT GO EAST
 CX1857'19.8 MILES TO THE STATION ON THE RIGHT.  THE STATION IS 76 FEET
 CX1857'SOUTH OF THE CENTERLINE OF THE EAST-BOUND LANE NEAR THE
 CX1857'SOUTHWEST CORNER OF AN OVERPASS BRIDGE AND 22 FEET WEST OF THE
 CX1857'OVERPASS ROAD.
 CX1857'
 CX1857'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 CX1857'DISK SET IN A CONCRETE POST PROJECTING ABOUT SIX INCHES ABOVE
 CX1857'THE GROUND AND STAMPED 3210725003,1974.
 CX1857
 CX1857                          STATION RECOVERY (2005)
 CX1857
 CX1857'RECOVERY NOTE BY NM HIGHWAY DEPT 2005 (WAB)
 CX1857'DESCRIPTION IS ADEQUATE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1856 ***********************************************************************
 CX1856  DESIGNATION -  3210725004
 CX1856  PID         -  CX1856
 CX1856  STATE/COUNTY-  NM/LUNA
 CX1856  USGS QUAD   -  AKELA (1972)
 CX1856
 CX1856                         *CURRENT SURVEY CONTROL
 CX1856  ___________________________________________________________________
 CX1856* NAD 83(1992)-  32 14 09.50992(N)    107 23 34.11924(W)     ADJUSTED  
 CX1856* NAVD 88     -      1272.2    (meters)    4174.     (feet)  VERTCON   
 CX1856  ___________________________________________________________________
 CX1856  LAPLACE CORR-           1.43  (seconds)                    DEFLEC99
 CX1856  GEOID HEIGHT-         -24.32  (meters)                     GEOID03
 CX1856
 CX1856  HORZ ORDER  -  SECOND
 CX1856
 CX1856.The horizontal coordinates were established by classical geodetic methods
 CX1856.and adjusted by the National Geodetic Survey in December 1993..
 CX1856
 CX1856.The NAVD 88 height was computed by applying the VERTCON shift value to
 CX1856.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CX1856
 CX1856.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1856
 CX1856.The geoid height was determined by GEOID03.
 CX1856
 CX1856;                    North         East     Units Scale Factor Converg.
 CX1856;SPC NM W     -   137,118.823   871,516.103   MT  0.99993791   +0 14 05.9
 CX1856;SPC NM W     -   449,864.01  2,859,299.08   sFT  0.99993791   +0 14 05.9
 CX1856;UTM  13      - 3,569,104.357   274,538.531   MT  1.00022691   -1 16 36.8
 CX1856
 CX1856!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1856!SPC NM W     -   0.99980411  x   0.99993791  =   0.99974203
 CX1856!UTM  13      -   0.99980411  x   1.00022691  =   1.00003097
 CX1856
 CX1856:                Primary Azimuth Mark                     Grid Az
 CX1856:SPC NM W     -  3210725005                               073 22 22.7
 CX1856:UTM  13      -  3210725005                               074 53 05.4
 CX1856
 CX1856|---------------------------------------------------------------------|
 CX1856| PID    Reference Object                     Distance      Geod. Az  |
 CX1856|                                                           dddmmss.s |
 CX1856| CX1855 3210725005                          APPROX. 1.6 KM 0733628.6 |
 CX1856|---------------------------------------------------------------------|
 CX1856
 CX1856                          SUPERSEDED SURVEY CONTROL
 CX1856
 CX1856  NAD 83(1986)-  32 14 09.51235(N)    107 23 34.11828(W) AD(       ) 2
 CX1856  NAD 27      -  32 14 09.19232(N)    107 23 32.04634(W) AD(       ) 2
 CX1856  NGVD 29 (07/19/86) 1271.6    (m)         4172.     (f) VERT ANG       
 CX1856
 CX1856.Superseded values are not recommended for survey control.
 CX1856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1856.See file dsdata.txt to determine how the superseded data were derived.
 CX1856
 CX1856_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBR7453969104(NAD 83)
 CX1856_MARKER: DD = SURVEY DISK
 CX1856_SETTING: 0 = UNSPECIFIED SETTING
 CX1856_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX1856
 CX1856  HISTORY     - Date     Condition        Report By
 CX1856  HISTORY     - 1974     MONUMENTED       NMHD
 CX1856
 CX1856                          STATION DESCRIPTION
 CX1856
 CX1856'DESCRIBED BY NM HIGHWAY DEPT 1974 (CWW)
 CX1856'THE STATION IS LOCATED IN LUNA COUNTY, NEW MEXICO ALONG
 CX1856'INTERSTATE 10, 21.5 AIRMILES EAST OF DEMING, NEW MEXICO AND 5.6
 CX1856'ROADMILES WEST OF THE LUNA/DONA ANA COUNTY LINE.
 CX1856'
 CX1856'THE STATION IS AT MILEPOST 104.41.
 CX1856'
 CX1856'TO REACH FROM THE INTERSECTION OF PINE STREET (U.S. 70-80) AND
 CX1856'GOLD AVENUE (U.S. 180) IN DEMING, GO NORTH ON GOLD AVENUE 0.1
 CX1856'MILES TO CEDAR STREET.  TURN RIGHT ONTO CEDAR STREET AND GO
 CX1856'EAST 0.7 MILES ENTERING THE FREEWAY.  FROM THIS POINT GO EAST
 CX1856'21.3 MILES TO THE STATION ON THE RIGHT.  THE STATION IS 48 FEET
 CX1856'SOUTH OF THE CENTERLINE OF THE EAST-BOUND LANE AND 7 FEET NORTH
 CX1856'OF THE SOUTH RIGHT OF WAY FENCE.
 CX1856'
 CX1856'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 CX1856'DISK SET IN A CONCRETE POST PROJECTING ABOUT SIX INCHES ABOVE
 CX1856'THE GROUND AND STAMPED 3210725004,1974.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1855 ***********************************************************************
 CX1855  DESIGNATION -  3210725005
 CX1855  PID         -  CX1855
 CX1855  STATE/COUNTY-  NM/LUNA
 CX1855  USGS QUAD   -  AKELA (1972)
 CX1855
 CX1855                         *CURRENT SURVEY CONTROL
 CX1855  ___________________________________________________________________
 CX1855* NAD 83(1992)-  32 14 23.76934(N)    107 22 37.06980(W)     ADJUSTED  
 CX1855* NAVD 88     -      1288.0    (meters)    4226.     (feet)  VERTCON   
 CX1855  ___________________________________________________________________
 CX1855  LAPLACE CORR-           1.41  (seconds)                    DEFLEC99
 CX1855  GEOID HEIGHT-         -24.30  (meters)                     GEOID03
 CX1855
 CX1855  HORZ ORDER  -  SECOND
 CX1855
 CX1855.The horizontal coordinates were established by classical geodetic methods
 CX1855.and adjusted by the National Geodetic Survey in December 1993..
 CX1855
 CX1855.The NAVD 88 height was computed by applying the VERTCON shift value to
 CX1855.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CX1855
 CX1855.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1855
 CX1855.The geoid height was determined by GEOID03.
 CX1855
 CX1855;                    North         East     Units Scale Factor Converg.
 CX1855;SPC NM W     -   137,564.262   873,007.723   MT  0.99993947   +0 14 36.5
 CX1855;SPC NM W     -   451,325.42  2,864,192.84   sFT  0.99993947   +0 14 36.5
 CX1855;UTM  13      - 3,569,510.399   276,041.812   MT  1.00021858   -1 16 06.8
 CX1855
 CX1855!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1855!SPC NM W     -   0.99980162  x   0.99993947  =   0.99974110
 CX1855!UTM  13      -   0.99980162  x   1.00021858  =   1.00002016
 CX1855
 CX1855:                Primary Azimuth Mark                     Grid Az
 CX1855:SPC NM W     -  3210725006                               080 09 16.2
 CX1855:UTM  13      -  3210725006                               081 39 59.5
 CX1855
 CX1855|---------------------------------------------------------------------|
 CX1855| PID    Reference Object                     Distance      Geod. Az  |
 CX1855|                                                           dddmmss.s |
 CX1855| CX1846 3210725006                          APPROX. 2.3 KM 0802352.7 |
 CX1855|---------------------------------------------------------------------|
 CX1855
 CX1855                          SUPERSEDED SURVEY CONTROL
 CX1855
 CX1855  NAD 83(1986)-  32 14 23.77186(N)    107 22 37.06887(W) AD(       ) 2
 CX1855  NAD 27      -  32 14 23.45191(N)    107 22 34.99824(W) AD(       ) 2
 CX1855  NGVD 29 (07/19/86) 1287.4    (m)         4224.     (f) VERT ANG       
 CX1855
 CX1855.Superseded values are not recommended for survey control.
 CX1855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1855.See file dsdata.txt to determine how the superseded data were derived.
 CX1855
 CX1855_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBR7604269510(NAD 83)
 CX1855_MARKER: DD = SURVEY DISK
 CX1855_SETTING: 0 = UNSPECIFIED SETTING
 CX1855_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX1855
 CX1855  HISTORY     - Date     Condition        Report By
 CX1855  HISTORY     - 1974     MONUMENTED       NMHD
 CX1855
 CX1855                          STATION DESCRIPTION
 CX1855
 CX1855'DESCRIBED BY NM HIGHWAY DEPT 1974 (CWW)
 CX1855'THE STATION IS LOCATED IN LUNA COUNTY, NEW MEXICO ALONG
 CX1855'INTERSTATE 10, 22.4 AIRMILES EAST OF DEMING, NEW MEXICO AND 4.6
 CX1855'ROADMILES WEST OF THE LUNA/DONA ANA COUNTY LINE.
 CX1855'
 CX1855'THE STATION IS AT MILEPOST 105.38.
 CX1855'
 CX1855'TO REACH FROM THE INTERSECTION OF PINE STREET (U.S. 70-80) AND
 CX1855'GOLD AVENUE (U.S. 180) IN DEMING, GO NORTH ON GOLD AVENUE 0.1
 CX1855'MILES TO CEDAR STREET.  TURN RIGHT ONTO CEDAR STREET AND GO
 CX1855'EAST 0.7 MILES ENTERING THE FREEWAY.  FROM THIS POINT GO EAST
 CX1855'22.3 MILES TO THE STATION ON THE LEFT.  THE STATION IS 25 FEET
 CX1855'NORTH OF THE CENTERLINE OF THE EAST-BOUND LANE IN THE HIGHWAY
 CX1855'MEDIAN NEAR THE NORTHEAST CORNER OF THE EAST-BOUND BRIDGE.
 CX1855'
 CX1855'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 CX1855'DISK SET IN A CONCRETE POST PROJECTING ABOUT SIX INCHES ABOVE THE
 CX1855'GROUND AND STAMPED 3210725005,1974.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1846 ***********************************************************************
 CX1846  DESIGNATION -  3210725006
 CX1846  PID         -  CX1846
 CX1846  STATE/COUNTY-  NM/LUNA
 CX1846  USGS QUAD   -  CAMBRAY (1972)
 CX1846
 CX1846                         *CURRENT SURVEY CONTROL
 CX1846  ___________________________________________________________________
 CX1846* NAD 83(1992)-  32 14 36.47248(N)    107 21 08.65575(W)     ADJUSTED  
 CX1846* NAVD 88     -      1288.5    (meters)    4227.     (feet)  VERTCON   
 CX1846  ___________________________________________________________________
 CX1846  LAPLACE CORR-           1.41  (seconds)                    DEFLEC99
 CX1846  GEOID HEIGHT-         -24.27  (meters)                     GEOID03
 CX1846
 CX1846  HORZ ORDER  -  SECOND
 CX1846
 CX1846.The horizontal coordinates were established by classical geodetic methods
 CX1846.and adjusted by the National Geodetic Survey in December 1993..
 CX1846
 CX1846.The NAVD 88 height was computed by applying the VERTCON shift value to
 CX1846.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CX1846
 CX1846.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1846
 CX1846.The geoid height was determined by GEOID03.
 CX1846
 CX1846;                    North         East     Units Scale Factor Converg.
 CX1846;SPC NM W     -   137,965.630   875,320.448   MT  0.99994199   +0 15 23.7
 CX1846;SPC NM W     -   452,642.24  2,871,780.50   sFT  0.99994199   +0 15 23.7
 CX1846;UTM  13      - 3,569,850.692   278,364.953   MT  1.00020581   -1 15 20.0
 CX1846
 CX1846!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1846!SPC NM W     -   0.99980154  x   0.99994199  =   0.99974354
 CX1846!UTM  13      -   0.99980154  x   1.00020581  =   1.00000731
 CX1846
 CX1846:                Primary Azimuth Mark                     Grid Az
 CX1846:SPC NM W     -  3210725007                               091 02 45.9
 CX1846:UTM  13      -  3210725007                               092 33 29.6
 CX1846
 CX1846|---------------------------------------------------------------------|
 CX1846| PID    Reference Object                     Distance      Geod. Az  |
 CX1846|                                                           dddmmss.s |
 CX1846| CX1845 3210725007                          APPROX. 1.8 KM 0911809.6 |
 CX1846|---------------------------------------------------------------------|
 CX1846
 CX1846                          SUPERSEDED SURVEY CONTROL
 CX1846
 CX1846  NAD 83(1986)-  32 14 36.47514(N)    107 21 08.65483(W) AD(       ) 2
 CX1846  NAD 27      -  32 14 36.15460(N)    107 21 06.58627(W) AD(       ) 2
 CX1846  NGVD 29 (07/19/86) 1287.9    (m)         4225.     (f) VERT ANG       
 CX1846
 CX1846.Superseded values are not recommended for survey control.
 CX1846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1846.See file dsdata.txt to determine how the superseded data were derived.
 CX1846
 CX1846_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBR7836569851(NAD 83)
 CX1846_MARKER: DD = SURVEY DISK
 CX1846_SETTING: 0 = UNSPECIFIED SETTING
 CX1846_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX1846
 CX1846  HISTORY     - Date     Condition        Report By
 CX1846  HISTORY     - 1974     MONUMENTED       NMHD
 CX1846
 CX1846                          STATION DESCRIPTION
 CX1846
 CX1846'DESCRIBED BY NM HIGHWAY DEPT 1974 (CWW)
 CX1846'THE STATION IS LOCATED IN LUNA COUNTY, NEW MEXICO ALONG
 CX1846'INTERSTATE 10, 23.9 AIRMILES EAST OF DEMING, NEW MEXICO AND
 CX1846'3.2 ROADMILES WEST OF THE LUNA/DONA ANA COUNTY LINE.
 CX1846'
 CX1846'THE STATION IS AT MILEPOST 106.84.
 CX1846'
 CX1846'TO REACH FROM THE INTERSECTION OF PINE STREET (U.S. 70-80)
 CX1846'AND GOLD AVENUE (U.S. 180) IN DEMING, GO NORTH ON GOLD AVENUE
 CX1846'0.1 MILES TO CEDAR STREET.  TURN RIGHT ONTO CEDAR STREET AND GO
 CX1846'EAST 0.7 MILES ENTERING THE FREEWAY.  FROM THIS POINT GO EAST
 CX1846'23.8 MILES TO THE STATION ON THE RIGHT.  THE STATION IS 77 FEET
 CX1846'SOUTH OF THE CENTERLINE OF THE EAST-BOUND LANE AND 7 FEET NORTH
 CX1846'OF THE SOUTH RIGHT OF WAY FENCE.
 CX1846'
 CX1846'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 CX1846'DISK SET IN A CONCRETE POST PROJECTING ABOUT SIX INCHES ABOVE
 CX1846'THE GROUND AND STAMPED 3210725006,1974.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1845 ***********************************************************************
 CX1845  DESIGNATION -  3210725007
 CX1845  PID         -  CX1845
 CX1845  STATE/COUNTY-  NM/LUNA
 CX1845  USGS QUAD   -  CAMBRAY (1972)
 CX1845
 CX1845                         *CURRENT SURVEY CONTROL
 CX1845  ___________________________________________________________________
 CX1845* NAD 83(1992)-  32 14 35.14693(N)    107 20 00.33131(W)     ADJUSTED  
 CX1845* NAVD 88     -      1295.0    (meters)    4249.     (feet)  VERTCON   
 CX1845  ___________________________________________________________________
 CX1845  LAPLACE CORR-           1.42  (seconds)                    DEFLEC99
 CX1845  GEOID HEIGHT-         -24.25  (meters)                     GEOID03
 CX1845
 CX1845  HORZ ORDER  -  SECOND
 CX1845
 CX1845.The horizontal coordinates were established by classical geodetic methods
 CX1845.and adjusted by the National Geodetic Survey in December 1993..
 CX1845
 CX1845.The NAVD 88 height was computed by applying the VERTCON shift value to
 CX1845.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CX1845
 CX1845.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1845
 CX1845.The geoid height was determined by GEOID03.
 CX1845
 CX1845;                    North         East     Units Scale Factor Converg.
 CX1845;SPC NM W     -   137,932.969   877,109.149   MT  0.99994403   +0 16 00.2
 CX1845;SPC NM W     -   452,535.08  2,877,648.93   sFT  0.99994403   +0 16 00.2
 CX1845;UTM  13      - 3,569,770.821   280,152.630   MT  1.00019608   -1 14 43.5
 CX1845
 CX1845!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1845!SPC NM W     -   0.99980052  x   0.99994403  =   0.99974456
 CX1845!UTM  13      -   0.99980052  x   1.00019608  =   0.99999656
 CX1845
 CX1845:                Primary Azimuth Mark                     Grid Az
 CX1845:SPC NM W     -  3210725008                               091 02 14.6
 CX1845:UTM  13      -  3210725008                               092 32 58.3
 CX1845
 CX1845|---------------------------------------------------------------------|
 CX1845| PID    Reference Object                     Distance      Geod. Az  |
 CX1845|                                                           dddmmss.s |
 CX1845| CX1844 3210725008                          APPROX. 2.3 KM 0911814.8 |
 CX1845|---------------------------------------------------------------------|
 CX1845
 CX1845                          SUPERSEDED SURVEY CONTROL
 CX1845
 CX1845  NAD 83(1986)-  32 14 35.14968(N)    107 20 00.33038(W) AD(       ) 2
 CX1845  NAD 27      -  32 14 34.82793(N)    107 19 58.26361(W) AD(       ) 2
 CX1845  NGVD 29 (07/19/86) 1294.4    (m)         4247.     (f) VERT ANG       
 CX1845
 CX1845.Superseded values are not recommended for survey control.
 CX1845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1845.See file dsdata.txt to determine how the superseded data were derived.
 CX1845
 CX1845_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBR8015369771(NAD 83)
 CX1845_MARKER: DD = SURVEY DISK
 CX1845_SETTING: 0 = UNSPECIFIED SETTING
 CX1845_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX1845
 CX1845  HISTORY     - Date     Condition        Report By
 CX1845  HISTORY     - 1974     MONUMENTED       NMHD
 CX1845
 CX1845                          STATION DESCRIPTION
 CX1845
 CX1845'DESCRIBED BY NM HIGHWAY DEPT 1974 (CWW)
 CX1845'THE STATION IS LOCATED IN LUNA COUNTY, NEW MEXICO ALONG
 CX1845'INTERSTATE 10, 25.0 AIRMILES EAST OF DEMING, NEW MEXICO AND 2.1
 CX1845'ROADMILES WEST OF THE LUNA/DONA ANA COUNTY LINE.
 CX1845'
 CX1845'THE STATION IS AT MILEPOST 107.95.
 CX1845'
 CX1845'TO REACH FROM THE INTERSECTION OF PINE STREET (U.S. 70-80)
 CX1845'AND GOLD AVENUE (U.S. 180) IN DEMING, GO NORTH ON GOLD AVENUE
 CX1845'0.1 MILES TO CEDAR STREET.  TURN RIGHT ONTO CEDAR STREET AND GO
 CX1845'EAST 0.7 MILES ENTERING THE FREEWAY.  FROM THIS POINT GO EAST
 CX1845'24.9 MILES TO THE STATION ON THE RIGHT.  THE STATION IS 76
 CX1845'FEET SOUTH OF THE CENTERLINE OF THE EAST-BOUND LANE AND 7 FEET
 CX1845'NORTH OF THE SOUTH RIGHT OF WAY FENCE.
 CX1845'
 CX1845'THE STATION IS STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 CX1845'DISK SET IN A CONCRETE POST PROJECTING ABOUT SIX INCHES ABOVE
 CX1845'THE GROUND AND STAMPED 3210725007, 1974.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1844 ***********************************************************************
 CX1844  DESIGNATION -  3210725008
 CX1844  PID         -  CX1844
 CX1844  STATE/COUNTY-  NM/LUNA
 CX1844  USGS QUAD   -  CAMBRAY (1972)
 CX1844
 CX1844                         *CURRENT SURVEY CONTROL
 CX1844  ___________________________________________________________________
 CX1844* NAD 83(1992)-  32 14 33.40640(N)    107 18 30.82436(W)     ADJUSTED  
 CX1844* NAVD 88     -      1299.6    (meters)    4264.     (feet)  VERTCON   
 CX1844  ___________________________________________________________________
 CX1844  LAPLACE CORR-           1.39  (seconds)                    DEFLEC99
 CX1844  GEOID HEIGHT-         -24.23  (meters)                     GEOID03
 CX1844
 CX1844  HORZ ORDER  -  SECOND
 CX1844
 CX1844.The horizontal coordinates were established by classical geodetic methods
 CX1844.and adjusted by the National Geodetic Survey in December 1993..
 CX1844
 CX1844.The NAVD 88 height was computed by applying the VERTCON shift value to
 CX1844.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CX1844
 CX1844.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1844
 CX1844.The geoid height was determined by GEOID03.
 CX1844
 CX1844;                    North         East     Units Scale Factor Converg.
 CX1844;SPC NM W     -   137,890.537   879,452.424   MT  0.99994681   +0 16 47.9
 CX1844;SPC NM W     -   452,395.87  2,885,336.83   sFT  0.99994681   +0 16 47.9
 CX1844;UTM  13      - 3,569,666.543   282,494.541   MT  1.00018344   -1 13 55.6
 CX1844
 CX1844!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1844!SPC NM W     -   0.99979979  x   0.99994681  =   0.99974661
 CX1844!UTM  13      -   0.99979979  x   1.00018344  =   0.99998319
 CX1844
 CX1844:                Primary Azimuth Mark                     Grid Az
 CX1844:SPC NM W     -  3210725009                               088 27 08.2
 CX1844:UTM  13      -  3210725009                               089 57 51.7
 CX1844
 CX1844|---------------------------------------------------------------------|
 CX1844| PID    Reference Object                     Distance      Geod. Az  |
 CX1844|                                                           dddmmss.s |
 CX1844| CX1843 3210725009                          APPROX. 0.9 KM 0884356.1 |
 CX1844|---------------------------------------------------------------------|
 CX1844
 CX1844                          SUPERSEDED SURVEY CONTROL
 CX1844
 CX1844  NAD 83(1986)-  32 14 33.40927(N)    107 18 30.82342(W) AD(       ) 2
 CX1844  NAD 27      -  32 14 33.08526(N)    107 18 28.75907(W) AD(       ) 2
 CX1844  NGVD 29 (07/19/86) 1299.0    (m)         4262.     (f) VERT ANG       
 CX1844
 CX1844.Superseded values are not recommended for survey control.
 CX1844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1844.See file dsdata.txt to determine how the superseded data were derived.
 CX1844
 CX1844_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBR8249569667(NAD 83)
 CX1844_MARKER: DD = SURVEY DISK
 CX1844_SETTING: 0 = UNSPECIFIED SETTING
 CX1844_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX1844
 CX1844  HISTORY     - Date     Condition        Report By
 CX1844  HISTORY     - 1974     MONUMENTED       NMHD
 CX1844
 CX1844                          STATION DESCRIPTION
 CX1844
 CX1844'DESCRIBED BY NM HIGHWAY DEPT 1974 (CWW)
 CX1844'THE STATION IS LOCATED IN LUNA COUNTY, NEW MEXICO ALONG
 CX1844'INTERSTATE 10, 26.4 AIRMILES EAST OF DEMING, NEW MEXICO AND
 CX1844'0.6 ROADMILES WEST OF THE LUNA/DONA ANA COUNTY LINE.
 CX1844'
 CX1844'THE STATION IS AT MILEPOST 109.41.
 CX1844'
 CX1844'TO REACH FROM THE INTERSECTION OF PINE STREET (U.S. 70-80)
 CX1844'AND GOLD AVENUE (U.S. 180) IN DEMING, GO NORTH ON GOLD AVENUE
 CX1844'0.1 MILES TO CEDAR STREET.  TURN RIGHT ONTO CEDAR STREET AND GO
 CX1844'EAST 0.7 MILES ENTERING THE FREEWAY.  FROM THIS POINT GO EAST
 CX1844'26.3 MILES TO THE STATION ON THE RIGHT.  THE STATION IS 74 FEET
 CX1844'SOUTH OF THE CENTERLINE OF THE EAST-BOUND LANE AND 9 FEET NORTH
 CX1844'OF THE SOUTH RIGHT OF WAY FENCE.
 CX1844'
 CX1844'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 CX1844'DISK SET IN A CONCRETE POST PROJECTING ABOUT SIX INCHES ABOVE
 CX1844'THE GROUND AND STAMPED 3210725008, 1974.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1843 ***********************************************************************
 CX1843  DESIGNATION -  3210725009
 CX1843  PID         -  CX1843
 CX1843  STATE/COUNTY-  NM/LUNA
 CX1843  USGS QUAD   -  CAMBRAY (1972)
 CX1843
 CX1843                         *CURRENT SURVEY CONTROL
 CX1843  ___________________________________________________________________
 CX1843* NAD 83(1992)-  32 14 34.08707(N)    107 17 54.55627(W)     ADJUSTED  
 CX1843* NAVD 88     -      1304.4    (meters)    4280.     (feet)  VERTCON   
 CX1843  ___________________________________________________________________
 CX1843  LAPLACE CORR-           1.36  (seconds)                    DEFLEC99
 CX1843  GEOID HEIGHT-         -24.22  (meters)                     GEOID03
 CX1843
 CX1843  HORZ ORDER  -  SECOND
 CX1843
 CX1843.The horizontal coordinates were established by classical geodetic methods
 CX1843.and adjusted by the National Geodetic Survey in December 1993..
 CX1843
 CX1843.The NAVD 88 height was computed by applying the VERTCON shift value to
 CX1843.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CX1843
 CX1843.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1843
 CX1843.The geoid height was determined by GEOID03.
 CX1843
 CX1843;                    North         East     Units Scale Factor Converg.
 CX1843;SPC NM W     -   137,916.186   880,401.711   MT  0.99994798   +0 17 07.3
 CX1843;SPC NM W     -   452,480.02  2,888,451.28   sFT  0.99994798   +0 17 07.3
 CX1843;UTM  13      - 3,569,667.134   283,444.396   MT  1.00017836   -1 13 36.3
 CX1843
 CX1843!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1843!SPC NM W     -   0.99979903  x   0.99994798  =   0.99974702
 CX1843!UTM  13      -   0.99979903  x   1.00017836  =   0.99997736
 CX1843
 CX1843:                Primary Azimuth Mark                     Grid Az
 CX1843:SPC NM W     -  CAMBRAY                                  178 44 38.1
 CX1843:UTM  13      -  CAMBRAY                                  180 15 21.7
 CX1843
 CX1843|---------------------------------------------------------------------|
 CX1843| PID    Reference Object                     Distance      Geod. Az  |
 CX1843|                                                           dddmmss.s |
 CX1843| CX1839 CAMBRAY                             APPROX. 1.5 KM 1790145.4 |
 CX1843|---------------------------------------------------------------------|
 CX1843
 CX1843                          SUPERSEDED SURVEY CONTROL
 CX1843
 CX1843  NAD 83(1986)-  32 14 34.08998(N)    107 17 54.55533(W) AD(       ) 2
 CX1843  NAD 27      -  32 14 33.76473(N)    107 17 52.49186(W) AD(       ) 2
 CX1843  NGVD 29 (07/19/86) 1303.8    (m)         4278.     (f) VERT ANG       
 CX1843
 CX1843.Superseded values are not recommended for survey control.
 CX1843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1843.See file dsdata.txt to determine how the superseded data were derived.
 CX1843
 CX1843_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBR8344469667(NAD 83)
 CX1843_MARKER: DD = SURVEY DISK
 CX1843_SETTING: 0 = UNSPECIFIED SETTING
 CX1843_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX1843
 CX1843  HISTORY     - Date     Condition        Report By
 CX1843  HISTORY     - 1974     MONUMENTED       NMHD
 CX1843  HISTORY     - 1975     GOOD             NGS
 CX1843
 CX1843                          STATION DESCRIPTION
 CX1843
 CX1843'DESCRIBED BY NM HIGHWAY DEPT 1974 (CWW)
 CX1843'THE STATION IS LOCATED IN LUNA COUNTY, NEW MEXICO ALONG
 CX1843'INTERSTATE 10, 27.0 AIRMILES EAST OF DEMING, NEW MEXICO AND 6
 CX1843'FEET WEST OF THE LUNA/DONA ANA COUNTY LINE.
 CX1843'
 CX1843'THE STATION IS AT MILEPOST 110.00.
 CX1843'
 CX1843'TO REACH FROM THE INTERSECTION OF PINE STREET (U.S. 70-80)
 CX1843'AND GOLD AVENUE (U.S. 180) IN DEMING, GO NORTH ON GOLD AVENUE
 CX1843'0.1 MILES TO CEDAR STREET.  TURN RIGHT ONTO CEDAR STREET AND GO
 CX1843'EAST 0.7 MILES ENTERING THE FREEWAY.  FROM THIS POINT GO EAST
 CX1843'26.9 MILES TO THE STATION ON THE LEFT.  THE STATION IS 66 FEET
 CX1843'NORTH OF THE CENTERLINE OF THE EAST-BOUND LANE AND 66 FEET SOUTH
 CX1843'OF THE CENTERLINE OF THE WEST-BOUND LANE IN THE ROADWAY
 CX1843'MEDIAN.  THE STATION IS 6 FEET WEST OF A ROADWAY SIGN READING
 CX1843'DONA ANA/LUNA COUNTY LINE.
 CX1843'
 CX1843'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 CX1843'DISK SET IN A CONCRETE POST PROJECTING ABOUT SIX INCHES ABOVE
 CX1843'THE GROUND AND STAMPED 3210725009, 1974.
 CX1843
 CX1843                          STATION RECOVERY (1975)
 CX1843
 CX1843'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CWW)
 CX1843'THE STATION IS LOCATED IN LUNA COUNTY, NEW MEXICO ALONG
 CX1843'INTERSTATE 10, 27.0 AIRMILES EAST OF DEMING, NEW MEXICO AND 6
 CX1843'FEET WEST OF THE LUNA/DONA ANA COUNTY LINE.
 CX1843'
 CX1843'THE STATION IS AT MILEPOST 110.00.
 CX1843'
 CX1843'TO REACH FROM THE INTERSECTION OF PINE STREET (U.S. 70-80)
 CX1843'AND GOLD AVENUE (U.S. 180) IN DEMING, GO NORTH ON GOLD AVENUE
 CX1843'0.1 MILES TO CEDAR STREET.  TURN RIGHT ONTO CEDAR STREET AND GO
 CX1843'EAST 0.7 MILES ENTERING THE FREEWAY.  FROM THIS POINT GO EAST
 CX1843'26.9 MILES TO THE STATION ON THE LEFT.  THE STATION IS 66 FEET
 CX1843'NORTH OF THE CENTERLINE OF THE EAST-BOUND LANE AND 66 FEET SOUTH
 CX1843'OF THE CENTERLINE OF THE WEST-BOUND LANE IN THE ROADWAY
 CX1843'MEDIAN.  THE STATION IS 6 FEET WEST OF A ROADWAY SIGN READING
 CX1843'DONA ANA/LUNA COUNTY LINE.
 CX1843'
 CX1843'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 CX1843'DISK SET IN A CONCRETE POST PROJECTING ABOUT SIX INCHES ABOVE
 CX1843'THE GROUND AND STAMPED 3210725009, 1974.
 CX1843'
 CX1843'NOTE--STATION RE-OCCUPIED 12-1975.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1842 ***********************************************************************
 CX1842  DESIGNATION -  3210725010
 CX1842  PID         -  CX1842
 CX1842  STATE/COUNTY-  NM/DONA ANA
 CX1842  USGS QUAD   -  CAMBRAY (1972)
 CX1842
 CX1842                         *CURRENT SURVEY CONTROL
 CX1842  ___________________________________________________________________
 CX1842* NAD 83(1992)-  32 14 31.20909(N)    107 16 40.23997(W)     ADJUSTED  
 CX1842* NAVD 88     -      1304.7    (meters)    4281.     (feet)  VERTCON   
 CX1842  ___________________________________________________________________
 CX1842  LAPLACE CORR-           1.32  (seconds)                    DEFLEC99
 CX1842  GEOID HEIGHT-         -24.20  (meters)                     GEOID03
 CX1842
 CX1842  HORZ ORDER  -  SECOND
 CX1842
 CX1842.The horizontal coordinates were established by classical geodetic methods
 CX1842.and adjusted by the National Geodetic Survey in December 1993..
 CX1842
 CX1842.The NAVD 88 height was computed by applying the VERTCON shift value to
 CX1842.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CX1842
 CX1842.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1842
 CX1842.The geoid height was determined by GEOID03.
 CX1842
 CX1842;                    North         East     Units Scale Factor Converg.
 CX1842;SPC NM C     -   138,163.276   403,139.150   MT  1.00001566   -0 32 54.2
 CX1842;SPC NM C     -   453,290.68  1,322,632.36   sFT  1.00001566   -0 32 54.2
 CX1842;UTM  13      - 3,569,537.017   285,387.913   MT  1.00016802   -1 12 56.5
 CX1842
 CX1842!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1842!SPC NM C     -   0.99979898  x   1.00001566  =   0.99981464
 CX1842!UTM  13      -   0.99979898  x   1.00016802  =   0.99996697
 CX1842
 CX1842:                Primary Azimuth Mark                     Grid Az
 CX1842:SPC NM C     -  3210725011                               091 53 15.6
 CX1842:UTM  13      -  3210725011                               092 33 17.9
 CX1842
 CX1842|---------------------------------------------------------------------|
 CX1842| PID    Reference Object                     Distance      Geod. Az  |
 CX1842|                                                           dddmmss.s |
 CX1842| CX1841 3210725011                          APPROX. 2.4 KM 0912021.4 |
 CX1842|---------------------------------------------------------------------|
 CX1842
 CX1842                          SUPERSEDED SURVEY CONTROL
 CX1842
 CX1842  NAD 83(1986)-  32 14 31.21206(N)    107 16 40.23905(W) AD(       ) 2
 CX1842  NAD 27      -  32 14 30.88503(N)    107 16 38.17745(W) AD(       ) 2
 CX1842  NGVD 29 (07/19/86) 1304.1    (m)         4279.     (f) VERT ANG       
 CX1842
 CX1842.Superseded values are not recommended for survey control.
 CX1842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1842.See file dsdata.txt to determine how the superseded data were derived.
 CX1842
 CX1842_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBR8538869537(NAD 83)
 CX1842_MARKER: DD = SURVEY DISK
 CX1842_SETTING: 0 = UNSPECIFIED SETTING
 CX1842_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX1842
 CX1842  HISTORY     - Date     Condition        Report By
 CX1842  HISTORY     - 1975     MONUMENTED       NMHD
 CX1842
 CX1842                          STATION DESCRIPTION
 CX1842
 CX1842'DESCRIBED BY NM HIGHWAY DEPT 1975 (CWW)
 CX1842'THE STATION IS IN DONA ANA COUNTY, NEW MEXICO, ALONG INTERSTATE
 CX1842'10.  IT IS 30.3 AIRMILES WEST OF LAS CRUCES NEW MEXICO 1.2 MILES
 CX1842'EAST OF THE LUNA/DONA ANA COUNTY LINE 5.05 MILES WEST OF EXIT 116.
 CX1842'
 CX1842'THE STATION IS AT MILEPOST 111.2.
 CX1842'
 CX1842'TO REACH FROM EXIT 140 (I-10 AND NM-128) WHICH IS WEST-SOUTHWEST
 CX1842'OF LAS CRUCES.  GO WESTERLY ON I-10 29.75 MILES TO THE STATION
 CX1842'ON THE LEFT.  STATION IS 76 FEET SOUTH OF THE CENTER OF THE
 CX1842'EAST BOUND LANE AND 8 FEET NORTH OF THE SOUTH RIGHT OF WAY
 CX1842'FENCE.
 CX1842'
 CX1842'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 CX1842'DISK, SET IN A CONCRETE POST PROJECTING ABOUT SIX INCHES ABOVE
 CX1842'THE GROUND AND STAMPED 3210725010,1975.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1841 ***********************************************************************
 CX1841  DESIGNATION -  3210725011
 CX1841  PID         -  CX1841
 CX1841  STATE/COUNTY-  NM/DONA ANA
 CX1841  USGS QUAD   -  CAMBRAY (1972)
 CX1841
 CX1841                         *CURRENT SURVEY CONTROL
 CX1841  ___________________________________________________________________
 CX1841* NAD 83(1992)-  32 14 29.35039(N)    107 15 07.17353(W)     ADJUSTED  
 CX1841* NAVD 88     -      1304.2    (meters)    4279.     (feet)  VERTCON   
 CX1841  ___________________________________________________________________
 CX1841  LAPLACE CORR-           1.33  (seconds)                    DEFLEC99
 CX1841  GEOID HEIGHT-         -24.17  (meters)                     GEOID03
 CX1841
 CX1841  HORZ ORDER  -  SECOND
 CX1841
 CX1841.The horizontal coordinates were established by classical geodetic methods
 CX1841.and adjusted by the National Geodetic Survey in December 1993..
 CX1841
 CX1841.The NAVD 88 height was computed by applying the VERTCON shift value to
 CX1841.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CX1841
 CX1841.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1841
 CX1841.The geoid height was determined by GEOID03.
 CX1841
 CX1841;                    North         East     Units Scale Factor Converg.
 CX1841;SPC NM C     -   138,082.998   405,574.916   MT  1.00000992   -0 32 04.5
 CX1841;SPC NM C     -   453,027.30  1,330,623.70   sFT  1.00000992   -0 32 04.5
 CX1841;UTM  13      - 3,569,428.362   287,822.943   MT  1.00015520   -1 12 06.7
 CX1841
 CX1841!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1841!SPC NM C     -   0.99979906  x   1.00000992  =   0.99980898
 CX1841!UTM  13      -   0.99979906  x   1.00015520  =   0.99995423
 CX1841
 CX1841:                Primary Azimuth Mark                     Grid Az
 CX1841:SPC NM C     -  3210725012                               091 53 06.1
 CX1841:UTM  13      -  3210725012                               092 33 08.3
 CX1841
 CX1841|---------------------------------------------------------------------|
 CX1841| PID    Reference Object                     Distance      Geod. Az  |
 CX1841|                                                           dddmmss.s |
 CX1841| CX1833 3210725012                          APPROX. 2.1 KM 0912101.6 |
 CX1841|---------------------------------------------------------------------|
 CX1841
 CX1841                          SUPERSEDED SURVEY CONTROL
 CX1841
 CX1841  NAD 83(1986)-  32 14 29.35344(N)    107 15 07.17265(W) AD(       ) 2
 CX1841  NAD 27      -  32 14 29.02504(N)    107 15 05.11317(W) AD(       ) 2
 CX1841  NGVD 29 (07/19/86) 1303.6    (m)         4277.     (f) VERT ANG       
 CX1841
 CX1841.Superseded values are not recommended for survey control.
 CX1841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1841.See file dsdata.txt to determine how the superseded data were derived.
 CX1841
 CX1841_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBR8782369428(NAD 83)
 CX1841_MARKER: DD = SURVEY DISK
 CX1841_SETTING: 0 = UNSPECIFIED SETTING
 CX1841_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX1841
 CX1841  HISTORY     - Date     Condition        Report By
 CX1841  HISTORY     - 1975     MONUMENTED       NMHD
 CX1841
 CX1841                          STATION DESCRIPTION
 CX1841
 CX1841'DESCRIBED BY NM HIGHWAY DEPT 1975 (CWW)
 CX1841'THE STATION IS IN DONA ANA COUNTY, NEW MEXICO, ALONG INTERSTATE
 CX1841'10.  IT IS 28.9 AIRMILES WEST OF LAS CRUCES NEW MEXICO 2.7 MILES
 CX1841'EAST OF THE LUNA/DONA ANA COUNTY LINE 3.60 MILES WEST OF EXIT 116.
 CX1841'
 CX1841'THE STATION IS AT MILEPOST 112.7
 CX1841'
 CX1841'TO REACH FROM EXIT 140 (I-10 AND NM-128) WHICH IS WEST-SOUTHWEST
 CX1841'OF LAS CRUCES.  GO WESTERLY ON I-10 28.25 MILES TO THE STATION
 CX1841'ON THE LEFT.  STATION IS 76 FEET SOUTH OF THE CENTER OF THE EAST
 CX1841'BOUND LANE AND 7 FEET NORTH OF THE SOUTH RIGHT OF WAY FENCE.
 CX1841'
 CX1841'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 CX1841'DISK, SET IN A CONCRETE POST PROJECTING ABOUT SIX INCHES ABOVE
 CX1841'THE GROUND AND STAMPED 3210725011,1975.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1833 ***********************************************************************
 CX1833  DESIGNATION -  3210725012
 CX1833  PID         -  CX1833
 CX1833  STATE/COUNTY-  NM/DONA ANA
 CX1833  USGS QUAD   -  MOUNT ADEN (1985)
 CX1833
 CX1833                         *CURRENT SURVEY CONTROL
 CX1833  ___________________________________________________________________
 CX1833* NAD 83(1992)-  32 14 27.74019(N)    107 13 47.15709(W)     ADJUSTED  
 CX1833* NAVD 88     -      1311.8    (meters)    4304.     (feet)  VERTCON   
 CX1833  ___________________________________________________________________
 CX1833  LAPLACE CORR-           1.16  (seconds)                    DEFLEC99
 CX1833  GEOID HEIGHT-         -24.15  (meters)                     GEOID03
 CX1833
 CX1833  HORZ ORDER  -  SECOND
 CX1833
 CX1833.The horizontal coordinates were established by classical geodetic methods
 CX1833.and adjusted by the National Geodetic Survey in December 1993..
 CX1833
 CX1833.The NAVD 88 height was computed by applying the VERTCON shift value to
 CX1833.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CX1833
 CX1833.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1833
 CX1833.The geoid height was determined by GEOID03.
 CX1833
 CX1833;                    North         East     Units Scale Factor Converg.
 CX1833;SPC NM C     -   138,014.073   407,669.146   MT  1.00000510   -0 31 21.8
 CX1833;SPC NM C     -   452,801.17  1,337,494.52   sFT  1.00000510   -0 31 21.8
 CX1833;UTM  13      - 3,569,335.039   289,916.525   MT  1.00014430   -1 11 23.9
 CX1833
 CX1833!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1833!SPC NM C     -   0.99979786  x   1.00000510  =   0.99980296
 CX1833!UTM  13      -   0.99979786  x   1.00014430  =   0.99994213
 CX1833
 CX1833:                Primary Azimuth Mark                     Grid Az
 CX1833:SPC NM C     -  3210725013                               090 46 02.4
 CX1833:UTM  13      -  3210725013                               091 26 04.5
 CX1833
 CX1833|---------------------------------------------------------------------|
 CX1833| PID    Reference Object                     Distance      Geod. Az  |
 CX1833|                                                           dddmmss.s |
 CX1833| CX1832 3210725013                          APPROX. 3.4 KM 0901440.6 |
 CX1833|---------------------------------------------------------------------|
 CX1833
 CX1833                          SUPERSEDED SURVEY CONTROL
 CX1833
 CX1833  NAD 83(1986)-  32 14 27.74332(N)    107 13 47.15623(W) AD(       ) 2
 CX1833  NAD 27      -  32 14 27.41421(N)    107 13 45.09859(W) AD(       ) 2
 CX1833  NGVD 29 (07/19/86) 1311.2    (m)         4302.     (f) VERT ANG       
 CX1833
 CX1833.Superseded values are not recommended for survey control.
 CX1833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1833.See file dsdata.txt to determine how the superseded data were derived.
 CX1833
 CX1833_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBR8991769335(NAD 83)
 CX1833_MARKER: DD = SURVEY DISK
 CX1833_SETTING: 0 = UNSPECIFIED SETTING
 CX1833_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX1833
 CX1833  HISTORY     - Date     Condition        Report By
 CX1833  HISTORY     - 1975     MONUMENTED       NMHD
 CX1833
 CX1833                          STATION DESCRIPTION
 CX1833
 CX1833'DESCRIBED BY NM HIGHWAY DEPT 1975 (CWW)
 CX1833'THE STATION IS IN DONA ANA COUNTY, NEW MEXICO, ALONG INTERSTATE
 CX1833'10.  IT IS 27.6 AIRMILES WEST OF LAS CRUCES NEW MEXICO 4.1 MILES
 CX1833'EAST OF THE LUNA/DONA ANA COUNTY LINE 2.20 MILES WEST OF EXIT 116.
 CX1833'
 CX1833'THE STATION IS AT MILEPOST 114.1
 CX1833'
 CX1833'TO REACH FROM EXIT 140 (I-10 AND NM-128) WHICH IS WEST-SOUTHWEST
 CX1833'OF LAS CRUCES.  GO WESTERLY ON I-10 26.85 MILES TO THE STATION ON
 CX1833'THE LEFT.  STATION IS 76 FEET SOUTH OF THE CENTER OF THE EAST
 CX1833'BOUND LANE AND 8 FEET NORTH OF THE SOUTH RIGHT OF WAY FENCE.
 CX1833'
 CX1833'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 CX1833'DISK, SET IN A CONCRETE POST PROJECTING ABOUT SIX INCHES ABOVE
 CX1833'THE GROUND AND STAMPED 3210725012,1975.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1832 ***********************************************************************
 CX1832  DESIGNATION -  3210725013
 CX1832  PID         -  CX1832
 CX1832  STATE/COUNTY-  NM/DONA ANA
 CX1832  USGS QUAD   -  MOUNT ADEN (1985)
 CX1832
 CX1832                         *CURRENT SURVEY CONTROL
 CX1832  ___________________________________________________________________
 CX1832* NAD 83(1992)-  32 14 27.25522(N)    107 11 38.51371(W)     ADJUSTED  
 CX1832* NAVD 88     -      1324.9    (meters)    4347.     (feet)  VERTCON   
 CX1832  ___________________________________________________________________
 CX1832  LAPLACE CORR-           1.05  (seconds)                    DEFLEC99
 CX1832  GEOID HEIGHT-         -24.12  (meters)                     GEOID03
 CX1832
 CX1832  HORZ ORDER  -  SECOND
 CX1832
 CX1832.The horizontal coordinates were established by classical geodetic methods
 CX1832.and adjusted by the National Geodetic Survey in December 1993..
 CX1832
 CX1832.The NAVD 88 height was computed by applying the VERTCON shift value to
 CX1832.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CX1832
 CX1832.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1832
 CX1832.The geoid height was determined by GEOID03.
 CX1832
 CX1832;                    North         East     Units Scale Factor Converg.
 CX1832;SPC NM C     -   137,968.971   411,036.664   MT  0.99999757   -0 30 13.2
 CX1832;SPC NM C     -   452,653.20  1,348,542.79   sFT  0.99999757   -0 30 13.2
 CX1832;UTM  13      - 3,569,250.713   293,283.742   MT  1.00012699   -1 10 15.2
 CX1832
 CX1832!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1832!SPC NM C     -   0.99979580  x   0.99999757  =   0.99979337
 CX1832!UTM  13      -   0.99979580  x   1.00012699  =   0.99992276
 CX1832
 CX1832:                Primary Azimuth Mark                     Grid Az
 CX1832:SPC NM C     -  3210725014                               082 46 05.5
 CX1832:UTM  13      -  3210725014                               083 26 07.5
 CX1832
 CX1832|---------------------------------------------------------------------|
 CX1832| PID    Reference Object                     Distance      Geod. Az  |
 CX1832|                                                           dddmmss.s |
 CX1832| CX1831 3210725014                          APPROX. 2.7 KM 0821552.3 |
 CX1832|---------------------------------------------------------------------|
 CX1832
 CX1832                          SUPERSEDED SURVEY CONTROL
 CX1832
 CX1832  NAD 83(1986)-  32 14 27.25848(N)    107 11 38.51293(W) AD(       ) 2
 CX1832  NAD 27      -  32 14 26.92875(N)    107 11 36.45806(W) AD(       ) 2
 CX1832  NGVD 29 (07/19/86) 1324.3    (m)         4345.     (f) VERT ANG       
 CX1832
 CX1832.Superseded values are not recommended for survey control.
 CX1832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1832.See file dsdata.txt to determine how the superseded data were derived.
 CX1832
 CX1832_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBR9328469251(NAD 83)
 CX1832_MARKER: DD = SURVEY DISK
 CX1832_SETTING: 0 = UNSPECIFIED SETTING
 CX1832_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX1832
 CX1832  HISTORY     - Date     Condition        Report By
 CX1832  HISTORY     - 1975     MONUMENTED       NMHD
 CX1832
 CX1832                          STATION DESCRIPTION
 CX1832
 CX1832'DESCRIBED BY NM HIGHWAY DEPT 1975 (CWW)
 CX1832'THE STATION IS IN DONA ANA COUNTY, NEW MEXICO, ALONG INTERSTATE
 CX1832'10.  IT IS 25.5 AIRMILES WEST-SOUTHWEST OF LAS CRUCES, NEW MEXICO
 CX1832'6.3 MILES EAST OF THE LUNA/DONA ANA COUNTY LINE ON EXIT 116
 CX1832'
 CX1832'THE STATION IS AT MILEPOST 116.15
 CX1832'
 CX1832'TO REACH FROM EXIT 140 (I-10 AND NM-128) WHICH IS WEST-SOUTHWEST
 CX1832'OF LAS CRUCES.  GO WESTERLY ON I-10 24.70 MILES TO THE STATION ON
 CX1832'THE LEFT.  STATION IS 73 FEET SOUTH OF THE CENTER OF THE EAST
 CX1832'BOUND LANE AND 21 FEET WEST OF THE OVERPASS ROAD AT THE SOUTHWEST
 CX1832'CORNER OF THE BRIDGE.
 CX1832'
 CX1832'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 CX1832'DISK, SET IN A CONCRETE POST PROJECTING ABOUT SIX INCHES
 CX1832'ABOVE THE GROUND AND STAMPED 3210725013,1975.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1831 ***********************************************************************
 CX1831  DESIGNATION -  3210725014
 CX1831  PID         -  CX1831
 CX1831  STATE/COUNTY-  NM/DONA ANA
 CX1831  USGS QUAD   -  MOUNT ADEN (1985)
 CX1831
 CX1831                         *CURRENT SURVEY CONTROL
 CX1831  ___________________________________________________________________
 CX1831* NAD 83(1992)-  32 14 38.96932(N)    107 09 56.94304(W)     ADJUSTED  
 CX1831* NAVD 88     -      1325.6    (meters)    4349.     (feet)  VERTCON   
 CX1831  ___________________________________________________________________
 CX1831  LAPLACE CORR-           0.98  (seconds)                    DEFLEC99
 CX1831  GEOID HEIGHT-         -24.10  (meters)                     GEOID03
 CX1831
 CX1831  HORZ ORDER  -  SECOND
 CX1831
 CX1831.The horizontal coordinates were established by classical geodetic methods
 CX1831.and adjusted by the National Geodetic Survey in December 1993..
 CX1831
 CX1831.The NAVD 88 height was computed by applying the VERTCON shift value to
 CX1831.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CX1831
 CX1831.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1831
 CX1831.The geoid height was determined by GEOID03.
 CX1831
 CX1831;                    North         East     Units Scale Factor Converg.
 CX1831;SPC NM C     -   138,306.761   413,698.670   MT  0.99999182   -0 29 19.1
 CX1831;SPC NM C     -   453,761.43  1,357,276.39   sFT  0.99999182   -0 29 19.1
 CX1831;UTM  13      - 3,569,557.518   295,949.836   MT  1.00011348   -1 09 21.3
 CX1831
 CX1831!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1831!SPC NM C     -   0.99979569  x   0.99999182  =   0.99978751
 CX1831!UTM  13      -   0.99979569  x   1.00011348  =   0.99990914
 CX1831
 CX1831:                Primary Azimuth Mark                     Grid Az
 CX1831:SPC NM C     -  3210725015                               083 08 15.1
 CX1831:UTM  13      -  3210725015                               083 48 17.3
 CX1831
 CX1831|---------------------------------------------------------------------|
 CX1831| PID    Reference Object                     Distance      Geod. Az  |
 CX1831|                                                           dddmmss.s |
 CX1831| CX1830 3210725015                          APPROX. 1.5 KM 0823856.0 |
 CX1831|---------------------------------------------------------------------|
 CX1831
 CX1831                          SUPERSEDED SURVEY CONTROL
 CX1831
 CX1831  NAD 83(1986)-  32 14 38.97270(N)    107 09 56.94236(W) AD(       ) 2
 CX1831  NAD 27      -  32 14 38.64262(N)    107 09 54.88982(W) AD(       ) 2
 CX1831  NGVD 29 (07/19/86) 1325.0    (m)         4347.     (f) VERT ANG       
 CX1831
 CX1831.Superseded values are not recommended for survey control.
 CX1831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1831.See file dsdata.txt to determine how the superseded data were derived.
 CX1831
 CX1831_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBR9595069558(NAD 83)
 CX1831_MARKER: DD = SURVEY DISK
 CX1831_SETTING: 0 = UNSPECIFIED SETTING
 CX1831_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX1831
 CX1831  HISTORY     - Date     Condition        Report By
 CX1831  HISTORY     - 1975     MONUMENTED       NMHD
 CX1831
 CX1831                          STATION DESCRIPTION
 CX1831
 CX1831'DESCRIBED BY NM HIGHWAY DEPT 1975 (CWW)
 CX1831'THE STATION IS IN DONA ANA COUNTY, NEW MEXICO, ALONG INTERSTATE
 CX1831'10.  IT IS 23.9 AIRMILES WEST-SOUTHWEST OF LAS CRUCES, NEW MEXICO
 CX1831'7.9 MILES EAST OF THE LUNA/DONA ANA COUNTY LINE, 1.70 MILES EAST
 CX1831'OF EXIT 116.
 CX1831'
 CX1831'THE STATION IS AT MILEPOST 117.85
 CX1831'
 CX1831'TO REACH FROM EXIT 140 (I-10 AND NM-128) WHICH IS WEST-SOUTHWEST
 CX1831'OF LAS CRUCES.  GO WESTERLY ON I-10 23.00 MILES TO THE STATION
 CX1831'ON THE LEFT.  STATION IS 43 FEET SOUTH OF THE CENTER OF THE EAST
 CX1831'BOUND LANE AND 6 FEET NORTH OF THE SOUTH RIGHT OF WAY FENCE.
 CX1831'
 CX1831'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 CX1831'DISK, SET IN A CONCRETE POST PROJECTING ABOUT SIX INCHES ABOVE
 CX1831'THE GROUND AND STAMPED 3210725014,1975.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1830 ***********************************************************************
 CX1830  DESIGNATION -  3210725015
 CX1830  PID         -  CX1830
 CX1830  STATE/COUNTY-  NM/DONA ANA
 CX1830  USGS QUAD   -  MOUNT ADEN (1985)
 CX1830
 CX1830                         *CURRENT SURVEY CONTROL
 CX1830  ___________________________________________________________________
 CX1830* NAD 83(1992)-  32 14 45.18316(N)    107 09 00.23498(W)     ADJUSTED  
 CX1830* NAVD 88     -      1327.1    (meters)    4354.     (feet)  VERTCON   
 CX1830  ___________________________________________________________________
 CX1830  LAPLACE CORR-           0.90  (seconds)                    DEFLEC99
 CX1830  GEOID HEIGHT-         -24.08  (meters)                     GEOID03
 CX1830
 CX1830  HORZ ORDER  -  SECOND
 CX1830
 CX1830.The horizontal coordinates were established by classical geodetic methods
 CX1830.and adjusted by the National Geodetic Survey in December 1993..
 CX1830
 CX1830.The NAVD 88 height was computed by applying the VERTCON shift value to
 CX1830.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CX1830
 CX1830.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1830
 CX1830.The geoid height was determined by GEOID03.
 CX1830
 CX1830;                    North         East     Units Scale Factor Converg.
 CX1830;SPC NM C     -   138,485.606   415,184.727   MT  0.99998868   -0 28 48.9
 CX1830;SPC NM C     -   454,348.19  1,362,151.89   sFT  0.99998868   -0 28 48.9
 CX1830;UTM  13      - 3,569,719.063   297,438.053   MT  1.00010602   -1 08 51.2
 CX1830
 CX1830!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1830!SPC NM C     -   0.99979545  x   0.99998868  =   0.99978413
 CX1830!UTM  13      -   0.99979545  x   1.00010602  =   0.99990145
 CX1830
 CX1830:                Primary Azimuth Mark                     Grid Az
 CX1830:SPC NM C     -  3210725016                               082 41 03.0
 CX1830:UTM  13      -  3210725016                               083 21 05.3
 CX1830
 CX1830|---------------------------------------------------------------------|
 CX1830| PID    Reference Object                     Distance      Geod. Az  |
 CX1830|                                                           dddmmss.s |
 CX1830| CX1819 3210725016                          APPROX. 2.4 KM 0821214.1 |
 CX1830|---------------------------------------------------------------------|
 CX1830
 CX1830                          SUPERSEDED SURVEY CONTROL
 CX1830
 CX1830  NAD 83(1986)-  32 14 45.18660(N)    107 09 00.23434(W) AD(       ) 2
 CX1830  NAD 27      -  32 14 44.85652(N)    107 08 58.18314(W) AD(       ) 2
 CX1830  NGVD 29 (07/19/86) 1326.5    (m)         4352.     (f) VERT ANG       
 CX1830
 CX1830.Superseded values are not recommended for survey control.
 CX1830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1830.See file dsdata.txt to determine how the superseded data were derived.
 CX1830
 CX1830_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBR9743869719(NAD 83)
 CX1830_MARKER: DD = SURVEY DISK
 CX1830_SETTING: 0 = UNSPECIFIED SETTING
 CX1830_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX1830
 CX1830  HISTORY     - Date     Condition        Report By
 CX1830  HISTORY     - 1975     MONUMENTED       NMHD
 CX1830
 CX1830                          STATION DESCRIPTION
 CX1830
 CX1830'DESCRIBED BY NM HIGHWAY DEPT 1975 (CWW)
 CX1830'THE STATION IS IN DONA ANA COUNTY, NEW MEXICO, ALONG INTERSTATE
 CX1830'10.  IT IS 23.0 AIRMILES WEST-SOUTHWEST OF LAS CRUCES, NEW MEXICO
 CX1830'8.9 MILES EAST OF THE LUNA/DONA ANA COUNTY LINE, 2.60 MILES
 CX1830'EAST OF EXIT 116.
 CX1830'
 CX1830'THE STATION IS AT MILEPOST 118.7
 CX1830'
 CX1830'TO REACH FROM EXIT 140 (I-10 AND NM-128) WHICH IS WEST-SOUTHWEST
 CX1830'OF LAS CRUCES.  GO WESTERLY ON I-10 22.10 MILES TO THE STATION ON
 CX1830'THE LEFT.  STATION IS 77 FEET SOUTH OF THE CENTER OF THE EAST
 CX1830'BOUND LANE AND 7 FEET NORTH OF THE SOUTH RIGHT OF WAY FENCE.
 CX1830'
 CX1830'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 CX1830'DISK, SET IN A CONCRETE POST PROJECTING ABOUT SIX INCHES ABOVE
 CX1830'THE GROUND AND STAMPED 3210725015,1975.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1819 ***********************************************************************
 CX1819  DESIGNATION -  3210725016
 CX1819  PID         -  CX1819
 CX1819  STATE/COUNTY-  NM/DONA ANA
 CX1819  USGS QUAD   -  ADEN HILLS (1985)
 CX1819
 CX1819                         *CURRENT SURVEY CONTROL
 CX1819  ___________________________________________________________________
 CX1819* NAD 83(1992)-  32 14 55.61753(N)    107 07 30.47902(W)     ADJUSTED  
 CX1819* NAVD 88     -      1330.1    (meters)    4364.     (feet)  VERTCON   
 CX1819  ___________________________________________________________________
 CX1819  LAPLACE CORR-           0.72  (seconds)                    DEFLEC99
 CX1819  GEOID HEIGHT-         -24.07  (meters)                     GEOID03
 CX1819
 CX1819  HORZ ORDER  -  SECOND
 CX1819
 CX1819.The horizontal coordinates were established by classical geodetic methods
 CX1819.and adjusted by the National Geodetic Survey in December 1993..
 CX1819
 CX1819.The NAVD 88 height was computed by applying the VERTCON shift value to
 CX1819.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CX1819
 CX1819.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1819
 CX1819.The geoid height was determined by GEOID03.
 CX1819
 CX1819;                    North         East     Units Scale Factor Converg.
 CX1819;SPC NM C     -   138,787.579   417,536.848   MT  0.99998383   -0 28 01.2
 CX1819;SPC NM C     -   455,338.92  1,369,868.81   sFT  0.99998383   -0 28 01.2
 CX1819;UTM  13      - 3,569,993.653   299,793.800   MT  1.00009432   -1 08 03.6
 CX1819
 CX1819!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1819!SPC NM C     -   0.99979497  x   0.99998383  =   0.99977881
 CX1819!UTM  13      -   0.99979497  x   1.00009432  =   0.99988927
 CX1819
 CX1819:                Primary Azimuth Mark                     Grid Az
 CX1819:SPC NM C     -  3210725017                               082 44 02.8
 CX1819:UTM  13      -  3210725017                               083 24 05.2
 CX1819
 CX1819|---------------------------------------------------------------------|
 CX1819| PID    Reference Object                     Distance      Geod. Az  |
 CX1819|                                                           dddmmss.s |
 CX1819| CX1814 3210725017                          APPROX. 1.7 KM 0821601.6 |
 CX1819|---------------------------------------------------------------------|
 CX1819
 CX1819                          SUPERSEDED SURVEY CONTROL
 CX1819
 CX1819  NAD 83(1986)-  32 14 55.62108(N)    107 07 30.47846(W) AD(       ) 2
 CX1819  NAD 27      -  32 14 55.29163(N)    107 07 28.42946(W) AD(       ) 2
 CX1819  NGVD 29 (07/19/86) 1329.5    (m)         4362.     (f) VERT ANG       
 CX1819
 CX1819.Superseded values are not recommended for survey control.
 CX1819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1819.See file dsdata.txt to determine how the superseded data were derived.
 CX1819
 CX1819_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBR9979469994(NAD 83)
 CX1819_MARKER: DD = SURVEY DISK
 CX1819_SETTING: 0 = UNSPECIFIED SETTING
 CX1819_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX1819
 CX1819  HISTORY     - Date     Condition        Report By
 CX1819  HISTORY     - 1975     MONUMENTED       NMHD
 CX1819
 CX1819                          STATION DESCRIPTION
 CX1819
 CX1819'DESCRIBED BY NM HIGHWAY DEPT 1975 (CWW)
 CX1819'THE STATION IS IN DONA ANA COUNTY, NEW MEXICO, ALONG INTERSTATE
 CX1819'10.  IT IS 21.5 AIRMILES WEST-SOUTHWEST OF LAS CRUCES, NEW MEXICO
 CX1819'10.4 MILES EAST OF THE LUNA/DONA ANA COUNTY LINE, 4.15 MILES EAST
 CX1819'OF EXIT 116.
 CX1819'
 CX1819'THE STATION IS AT MILEPOST 120.25
 CX1819'
 CX1819'TO REACH FROM EXIT 140 (I-10 AND NM-128) WHICH IS WEST-SOUTHWEST
 CX1819'OF LAS CRUCES.  GO WESTERLY ON I-10 20.55 MILES TO THE STATION
 CX1819'ON THE LEFT.  STATION IS 72 FEET SOUTH OF THE CENTER OF THE EAST
 CX1819'BOUND LANE AND 12 FEET NORTH OF THE SOUTH RIGHT OF WAY FENCE.
 CX1819'
 CX1819'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 CX1819'DISK, SET IN A CONCRETE POST PROJECTING ABOUT SIX INCHES ABOVE
 CX1819'THE GROUND AND STAMPED 3210725016,19759
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1814 ***********************************************************************
 CX1814  DESIGNATION -  3210725017
 CX1814  PID         -  CX1814
 CX1814  STATE/COUNTY-  NM/DONA ANA
 CX1814  USGS QUAD   -  SLEEPING LADY HILLS (1985)
 CX1814
 CX1814                         *CURRENT SURVEY CONTROL
 CX1814  ___________________________________________________________________
 CX1814* NAD 83(1992)-  32 15 02.83391(N)    107 06 27.90482(W)     ADJUSTED  
 CX1814* NAVD 88     -      1335.1    (meters)    4380.     (feet)  VERTCON   
 CX1814  ___________________________________________________________________
 CX1814  LAPLACE CORR-           0.54  (seconds)                    DEFLEC99
 CX1814  GEOID HEIGHT-         -24.06  (meters)                     GEOID03
 CX1814
 CX1814  HORZ ORDER  -  SECOND
 CX1814
 CX1814.The horizontal coordinates were established by classical geodetic methods
 CX1814.and adjusted by the National Geodetic Survey in December 1993..
 CX1814
 CX1814.The NAVD 88 height was computed by applying the VERTCON shift value to
 CX1814.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CX1814
 CX1814.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1814
 CX1814.The geoid height was determined by GEOID03.
 CX1814
 CX1814;                    North         East     Units Scale Factor Converg.
 CX1814;SPC NM C     -   138,996.637   419,176.545   MT  0.99998053   -0 27 27.9
 CX1814;SPC NM C     -   456,024.80  1,375,248.38   sFT  0.99998053   -0 27 27.9
 CX1814;UTM  13      - 3,570,183.619   301,435.997   MT  1.00008624   -1 07 30.4
 CX1814
 CX1814!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1814!SPC NM C     -   0.99979419  x   0.99998053  =   0.99977472
 CX1814!UTM  13      -   0.99979419  x   1.00008624  =   0.99988041
 CX1814
 CX1814:                Primary Azimuth Mark                     Grid Az
 CX1814:SPC NM C     -  3210725018                               082 43 05.0
 CX1814:UTM  13      -  3210725018                               083 23 07.5
 CX1814
 CX1814|---------------------------------------------------------------------|
 CX1814| PID    Reference Object                     Distance      Geod. Az  |
 CX1814|                                                           dddmmss.s |
 CX1814| CX1813 3210725018                          APPROX. 2.5 KM 0821537.1 |
 CX1814|---------------------------------------------------------------------|
 CX1814
 CX1814                          SUPERSEDED SURVEY CONTROL
 CX1814
 CX1814  NAD 83(1986)-  32 15 02.83757(N)    107 06 27.90432(W) AD(       ) 2
 CX1814  NAD 27      -  32 15 02.50768(N)    107 06 25.85741(W) AD(       ) 2
 CX1814  NGVD 29 (07/19/86) 1334.5    (m)         4378.     (f) VERT ANG       
 CX1814
 CX1814.Superseded values are not recommended for survey control.
 CX1814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1814.See file dsdata.txt to determine how the superseded data were derived.
 CX1814
 CX1814_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR0143670184(NAD 83)
 CX1814_MARKER: DD = SURVEY DISK
 CX1814_SETTING: 0 = UNSPECIFIED SETTING
 CX1814_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX1814
 CX1814  HISTORY     - Date     Condition        Report By
 CX1814  HISTORY     - 1975     MONUMENTED       NMHD
 CX1814
 CX1814                          STATION DESCRIPTION
 CX1814
 CX1814'DESCRIBED BY NM HIGHWAY DEPT 1975 (CWW)
 CX1814'THE STATION IS IN DONA ANA COUNTY, NEW MEXICO, ALONG INTERSTATE
 CX1814'10.  IT IS 20.5 AIRMILES WEST-SOUTHWEST OF LAS CRUCES, NEW MEXICO
 CX1814'5.2 MILES EAST OF EXIT 116 AND 6.0 MILES WEST OF EXIT 127.
 CX1814'
 CX1814'THE STATION IS AT MILEPOST 121.2
 CX1814'
 CX1814'TO REACH FROM EXIT 140 (I-10 AND NM-128) WHICH IS WEST-SOUTHWEST
 CX1814'OF LAS CRUCES.  GO WESTERLY ON I-10 19.50 MILES TO THE STATION ON
 CX1814'THE LEFT.  STATION IS 75 FEET SOUTH OF THE CENTER OF THE EAST
 CX1814'BOUND LANE AND 9 FEET NORTH OF THE SOUTH RIGHT OF WAY FENCE.
 CX1814'
 CX1814'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 CX1814'DISK, SET IN A CONCRETE POST PROJECTING ABOUT SIX INCHES ABOVE
 CX1814'THE GROUND AND STAMPED 3210725017,1975.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1813 ***********************************************************************
 CX1813  DESIGNATION -  3210725018
 CX1813  PID         -  CX1813
 CX1813  STATE/COUNTY-  NM/DONA ANA
 CX1813  USGS QUAD   -  SLEEPING LADY HILLS (1985)
 CX1813
 CX1813                         *CURRENT SURVEY CONTROL
 CX1813  ___________________________________________________________________
 CX1813* NAD 83(1992)-  32 15 13.57528(N)    107 04 54.81762(W)     ADJUSTED  
 CX1813* NAVD 88     -      1336.0    (meters)    4383.     (feet)  VERTCON   
 CX1813  ___________________________________________________________________
 CX1813  LAPLACE CORR-           0.22  (seconds)                    DEFLEC99
 CX1813  GEOID HEIGHT-         -24.05  (meters)                     GEOID03
 CX1813
 CX1813  HORZ ORDER  -  SECOND
 CX1813
 CX1813.The horizontal coordinates were established by classical geodetic methods
 CX1813.and adjusted by the National Geodetic Survey in December 1993..
 CX1813
 CX1813.The NAVD 88 height was computed by applying the VERTCON shift value to
 CX1813.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CX1813
 CX1813.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1813
 CX1813.The geoid height was determined by GEOID03.
 CX1813
 CX1813;                    North         East     Units Scale Factor Converg.
 CX1813;SPC NM C     -   139,308.314   421,615.667   MT  0.99997574   -0 26 38.3
 CX1813;SPC NM C     -   457,047.36  1,383,250.73   sFT  0.99997574   -0 26 38.3
 CX1813;UTM  13      - 3,570,466.892   303,878.834   MT  1.00007435   -1 06 41.0
 CX1813
 CX1813!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1813!SPC NM C     -   0.99979404  x   0.99997574  =   0.99976979
 CX1813!UTM  13      -   0.99979404  x   1.00007435  =   0.99986838
 CX1813
 CX1813:                Primary Azimuth Mark                     Grid Az
 CX1813:SPC NM C     -  3210725019                               082 34 53.1
 CX1813:UTM  13      -  3210725019                               083 14 55.8
 CX1813
 CX1813|---------------------------------------------------------------------|
 CX1813| PID    Reference Object                     Distance      Geod. Az  |
 CX1813|                                                           dddmmss.s |
 CX1813| CX1812 3210725019                          APPROX. 1.7 KM 0820814.8 |
 CX1813|---------------------------------------------------------------------|
 CX1813
 CX1813                          SUPERSEDED SURVEY CONTROL
 CX1813
 CX1813  NAD 83(1986)-  32 15 13.57915(N)    107 04 54.81726(W) AD(       ) 2
 CX1813  NAD 27      -  32 15 13.24771(N)    107 04 52.77369(W) AD(       ) 2
 CX1813  NGVD 29 (07/19/86) 1335.4    (m)         4381.     (f) VERT ANG       
 CX1813
 CX1813.Superseded values are not recommended for survey control.
 CX1813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1813.See file dsdata.txt to determine how the superseded data were derived.
 CX1813
 CX1813_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR0387970467(NAD 83)
 CX1813_MARKER: DD = SURVEY DISK
 CX1813_SETTING: 0 = UNSPECIFIED SETTING
 CX1813_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX1813
 CX1813  HISTORY     - Date     Condition        Report By
 CX1813  HISTORY     - 1975     MONUMENTED       NMHD
 CX1813
 CX1813                          STATION DESCRIPTION
 CX1813
 CX1813'DESCRIBED BY NM HIGHWAY DEPT 1975 (CWW)
 CX1813'THE STATION IS IN DONA ANA COUNTY, NEW MEXICO, ALONG INTERSTATE
 CX1813'10.  IT IS 19.0 AIRMILES WEST-SOUTHWEST OF LAS CRUCES, NEW MEXICO
 CX1813'6.8 MILES EAST OF EXIT 116 AND 4.4 MILES WEST OF EXIT 127.
 CX1813'
 CX1813'THE STATION IS AT MILEPOST 122.8
 CX1813'
 CX1813'TO REACH FROM EXIT 140 (I-10 AND NM-128) WHICH IS WEST-SOUTHWEST
 CX1813'OF LAS CRUCES.  GO WESTERLY ON I-10 17.90 MILES TO THE STATION
 CX1813'ON THE LEFT.  STATION IS 75 FEET SOUTH OF THE CENTER OF THE EAST
 CX1813'BOUND LANE AND 8 FEET NORTH OF THE SOUTH RIGHT OF WAY FENCE.
 CX1813'
 CX1813'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 CX1813'DISK, SET IN A CONCRETE POST PROJECTING ABOUT SIX INCHES ABOVE
 CX1813'THE GROUND AND STAMPED 3210725018,1975.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1812 ***********************************************************************
 CX1812  DESIGNATION -  3210725019
 CX1812  PID         -  CX1812
 CX1812  STATE/COUNTY-  NM/DONA ANA
 CX1812  USGS QUAD   -  SLEEPING LADY HILLS (1985)
 CX1812
 CX1812                         *CURRENT SURVEY CONTROL
 CX1812  ___________________________________________________________________
 CX1812* NAD 83(1992)-  32 15 21.10461(N)    107 03 50.61576(W)     ADJUSTED  
 CX1812* NAVD 88     -      1339.6    (meters)    4395.     (feet)  VERTCON   
 CX1812  ___________________________________________________________________
 CX1812  LAPLACE CORR-           0.05  (seconds)                    DEFLEC99
 CX1812  GEOID HEIGHT-         -24.04  (meters)                     GEOID03
 CX1812
 CX1812  HORZ ORDER  -  SECOND
 CX1812
 CX1812.The horizontal coordinates were established by classical geodetic methods
 CX1812.and adjusted by the National Geodetic Survey in December 1993..
 CX1812
 CX1812.The NAVD 88 height was computed by applying the VERTCON shift value to
 CX1812.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CX1812
 CX1812.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1812
 CX1812.The geoid height was determined by GEOID03.
 CX1812
 CX1812;                    North         East     Units Scale Factor Converg.
 CX1812;SPC NM C     -   139,527.346   423,297.852   MT  0.99997253   -0 26 04.1
 CX1812;SPC NM C     -   457,765.97  1,388,769.70   sFT  0.99997253   -0 26 04.1
 CX1812;UTM  13      - 3,570,666.333   305,563.618   MT  1.00006623   -1 06 07.0
 CX1812
 CX1812!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1812!SPC NM C     -   0.99979348  x   0.99997253  =   0.99976601
 CX1812!UTM  13      -   0.99979348  x   1.00006623  =   0.99985969
 CX1812
 CX1812:                Primary Azimuth Mark                     Grid Az
 CX1812:SPC NM C     -  TABLE 3                                  080 44 29.0
 CX1812:UTM  13      -  TABLE 3                                  081 24 31.9
 CX1812
 CX1812|---------------------------------------------------------------------|
 CX1812| PID    Reference Object                     Distance      Geod. Az  |
 CX1812|                                                           dddmmss.s |
 CX1812| CX0995 TABLE 3                             APPROX. 2.6 KM 0801824.9 |
 CX1812|---------------------------------------------------------------------|
 CX1812
 CX1812                          SUPERSEDED SURVEY CONTROL
 CX1812
 CX1812  NAD 83(1986)-  32 15 21.10870(N)    107 03 50.61549(W) AD(       ) 2
 CX1812  NAD 27      -  32 15 20.77595(N)    107 03 48.57393(W) AD(       ) 2
 CX1812  NGVD 29 (07/19/86) 1339.0    (m)         4393.     (f) VERT ANG       
 CX1812
 CX1812.Superseded values are not recommended for survey control.
 CX1812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1812.See file dsdata.txt to determine how the superseded data were derived.
 CX1812
 CX1812_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR0556470666(NAD 83)
 CX1812_MARKER: DD = SURVEY DISK
 CX1812_SETTING: 0 = UNSPECIFIED SETTING
 CX1812_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX1812
 CX1812  HISTORY     - Date     Condition        Report By
 CX1812  HISTORY     - 1975     MONUMENTED       NMHD
 CX1812
 CX1812                          STATION DESCRIPTION
 CX1812
 CX1812'DESCRIBED BY NM HIGHWAY DEPT 1975 (CWW)
 CX1812'THE STATION IS IN DONA ANA COUNTY, NEW MEXICO, ALONG INTERSTATE
 CX1812'10.  IT IS 17.9 AIRMILES WEST-SOUTHWEST OF LAS CRUCES, NEW MEXICO
 CX1812'7.9 MILES EAST OF EXIT 116 AND 3.3 MILES WEST OF EXIT 127.
 CX1812'
 CX1812'THE STATION IS AT MILEPOST 123.9
 CX1812'
 CX1812'TO REACH FROM EXIT 140 (I-10 AND NM-128) WHICH IS WEST-SOUTHWEST
 CX1812'OF LAS CRUCES.  GO WESTERLY ON I-10 16.80 MILES TO THE STATION ON
 CX1812'THE LEFT.  STATION IS 63 FEET SOUTH OF THE CENTER OF THE EAST
 CX1812'BOUND LANE AND 21 FEET NORTH OF THE SOUTH RIGHT OF WAY FENCE.
 CX1812'
 CX1812'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 CX1812'DISK, SET IN A CONCRETE POST PROJECTING ABOUT SIX INCHES ABOVE
 CX1812'THE GROUND AND STAMPED 3210725019,1975.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1811 ***********************************************************************
 CX1811  DESIGNATION -  3210725020
 CX1811  PID         -  CX1811
 CX1811  STATE/COUNTY-  NM/DONA ANA
 CX1811  USGS QUAD   -  SLEEPING LADY HILLS (1985)
 CX1811
 CX1811                         *CURRENT SURVEY CONTROL
 CX1811  ___________________________________________________________________
 CX1811* NAD 83(1992)-  32 15 41.59652(N)    107 00 31.40022(W)     ADJUSTED  
 CX1811* NAVD 88     -      1355.2    (meters)    4446.     (feet)  VERTCON   
 CX1811  ___________________________________________________________________
 CX1811  LAPLACE CORR-          -0.40  (seconds)                    DEFLEC99
 CX1811  GEOID HEIGHT-         -24.05  (meters)                     GEOID03
 CX1811
 CX1811  HORZ ORDER  -  SECOND
 CX1811
 CX1811.The horizontal coordinates were established by classical geodetic methods
 CX1811.and adjusted by the National Geodetic Survey in December 1993..
 CX1811
 CX1811.The NAVD 88 height was computed by applying the VERTCON shift value to
 CX1811.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CX1811
 CX1811.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1811
 CX1811.The geoid height was determined by GEOID03.
 CX1811
 CX1811;                    North         East     Units Scale Factor Converg.
 CX1811;SPC NM C     -   140,120.325   428,516.460   MT  0.99996299   -0 24 18.0
 CX1811;SPC NM C     -   459,711.43  1,405,891.09   sFT  0.99996299   -0 24 18.0
 CX1811;UTM  13      - 3,571,198.523   310,789.230   MT  1.00004151   -1 04 21.2
 CX1811
 CX1811!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1811!SPC NM C     -   0.99979103  x   0.99996299  =   0.99975403
 CX1811!UTM  13      -   0.99979103  x   1.00004151  =   0.99983253
 CX1811
 CX1811:                Primary Azimuth Mark                     Grid Az
 CX1811:SPC NM C     -  3210635013                               082 24 45.5
 CX1811:UTM  13      -  3210635013                               083 04 48.7
 CX1811
 CX1811|---------------------------------------------------------------------|
 CX1811| PID    Reference Object                     Distance      Geod. Az  |
 CX1811|                                                           dddmmss.s |
 CX1811| CX1730 3210635013                          APPROX. 3.0 KM 0820027.5 |
 CX1811|---------------------------------------------------------------------|
 CX1811
 CX1811                          SUPERSEDED SURVEY CONTROL
 CX1811
 CX1811  NAD 83(1986)-  32 15 41.60185(N)    107 00 31.40030(W) AD(       ) 2
 CX1811  NAD 27      -  32 15 41.26540(N)    107 00 29.36482(W) AD(       ) 2
 CX1811  NGVD 29 (07/19/86) 1354.6    (m)         4444.     (f) VERT ANG       
 CX1811
 CX1811.Superseded values are not recommended for survey control.
 CX1811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1811.See file dsdata.txt to determine how the superseded data were derived.
 CX1811
 CX1811_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR1078971199(NAD 83)
 CX1811_MARKER: DD = SURVEY DISK
 CX1811_SETTING: 0 = UNSPECIFIED SETTING
 CX1811_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX1811
 CX1811  HISTORY     - Date     Condition        Report By
 CX1811  HISTORY     - 1975     MONUMENTED       NMHD
 CX1811
 CX1811                          STATION DESCRIPTION
 CX1811
 CX1811'DESCRIBED BY NM HIGHWAY DEPT 1975 (CWW)
 CX1811'THE STATION IS IN DONA ANA COUNTY, NEW MEXICO, ALONG INTERSTATE
 CX1811'10.  IT IS 14.7 AIRMILES WEST-SOUTHWEST OF LAS CRUCES, NEW
 CX1811'MEXICO.  11.2 MILES EAST OF EXIT 116 AND IS ON EXIT 127.
 CX1811'
 CX1811'THE STATION IS AT MILEPOST 127.1.
 CX1811'
 CX1811'TO REACH FROM EXIT 140 (I-10 AND NM-128) WHICH IS WEST-SOUTHWEST
 CX1811'OF LAS CRUCES, GO WESTERLY ON I-10 13.5 MILES TO THE STATION
 CX1811'ON THE LEFT.  STATION IS 22 FEET WEST OF THE CENTER OF THE
 CX1811'OVERPASS ROAD AND 12 FEET NORTH OF THE EASTBOUND FREEWAY OFF-RAMP.
 CX1811'
 CX1811'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 CX1811'DISK, SET IN A CONCRETE POST PROJECTING ABOUT SIX INCHES ABOVE THE
 CX1811'GROUND AND STAMPED 3210725020,1975.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1896 ***********************************************************************
 CX1896  DESIGNATION -  3210735001
 CX1896  PID         -  CX1896
 CX1896  STATE/COUNTY-  NM/LUNA
 CX1896  USGS QUAD   -  RED MOUNTAIN (1965)
 CX1896
 CX1896                         *CURRENT SURVEY CONTROL
 CX1896  ___________________________________________________________________
 CX1896* NAD 83(1992)-  32 14 28.29077(N)    107 59 38.38857(W)     ADJUSTED  
 CX1896* NAVD 88     -      1356.8    (meters)    4451.     (feet)  VERTCON   
 CX1896  ___________________________________________________________________
 CX1896  LAPLACE CORR-          -0.07  (seconds)                    DEFLEC99
 CX1896  GEOID HEIGHT-         -24.61  (meters)                     GEOID03
 CX1896
 CX1896  HORZ ORDER  -  SECOND
 CX1896
 CX1896.The horizontal coordinates were established by classical geodetic methods
 CX1896.and adjusted by the National Geodetic Survey in December 1993..
 CX1896
 CX1896.The NAVD 88 height was computed by applying the VERTCON shift value to
 CX1896.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CX1896
 CX1896.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1896
 CX1896.The geoid height was determined by GEOID03.
 CX1896
 CX1896;                    North         East     Units Scale Factor Converg.
 CX1896;SPC NM W     -   137,623.475   814,859.531   MT  0.99991949   -0 05 08.6
 CX1896;SPC NM W     -   451,519.68  2,673,418.31   sFT  0.99991949   -0 05 08.6
 CX1896;UTM  13      - 3,571,104.958   217,888.081   MT  1.00058159   -1 35 53.9
 CX1896;UTM  12      - 3,571,136.601   783,243.677   MT  1.00058948   +1 36 17.0
 CX1896
 CX1896!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1896!SPC NM W     -   0.99979087  x   0.99991949  =   0.99971038
 CX1896!UTM  13      -   0.99979087  x   1.00058159  =   1.00037234
 CX1896!UTM  12      -   0.99979087  x   1.00058948  =   1.00038023
 CX1896
 CX1896:                Primary Azimuth Mark                     Grid Az
 CX1896:SPC NM W     -  3210735002                               081 51 17.8
 CX1896:UTM  13      -  3210735002                               083 22 03.1
 CX1896:UTM  12      -  3210735002                               080 09 52.2
 CX1896
 CX1896|---------------------------------------------------------------------|
 CX1896| PID    Reference Object                     Distance      Geod. Az  |
 CX1896|                                                           dddmmss.s |
 CX1896| CX1895 3210735002                          APPROX. 2.5 KM 0814609.2 |
 CX1896|---------------------------------------------------------------------|
 CX1896
 CX1896                          SUPERSEDED SURVEY CONTROL
 CX1896
 CX1896  NAD 83(1986)-  32 14 28.28932(N)    107 59 38.38757(W) AD(       ) 2
 CX1896  NAD 27      -  32 14 27.97487(N)    107 59 36.25694(W) AD(       ) 2
 CX1896  NGVD 29 (07/19/86) 1356.1    (m)         4449.     (f) VERT ANG       
 CX1896
 CX1896.Superseded values are not recommended for survey control.
 CX1896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1896.See file dsdata.txt to determine how the superseded data were derived.
 CX1896
 CX1896_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBR1788871105(NAD 83)
 CX1896_MARKER: DD = SURVEY DISK
 CX1896_SETTING: 0 = UNSPECIFIED SETTING
 CX1896_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX1896
 CX1896  HISTORY     - Date     Condition        Report By
 CX1896  HISTORY     - 1974     MONUMENTED       NMHD
 CX1896
 CX1896                          STATION DESCRIPTION
 CX1896
 CX1896'DESCRIBED BY NM HIGHWAY DEPT 1974 (CWW)
 CX1896'THE STATION IS LOCATED IN LUNA COUNTY, NEW MEXICO ALONG INTERSTATE
 CX1896'10, 13.9 AIRMILES WEST OF DEMING, NEW MEXICO AND 14.0 ROADMILES
 CX1896'EAST OF THE GRANT/LUNA COUNTY LINE.
 CX1896'
 CX1896'THE STATION IS AT MILEPOST 68.5.
 CX1896'
 CX1896'TO REACH FROM THE INTERSECTION OF PINE STREET (U.S. 70-80) AND
 CX1896'GOLD AVENUE (U.S. 180) IN DEMING GO NORTH ON GOLD AVENUE 0.2
 CX1896'MILES PASSING UNDER THE INTERSTATE HIGHWAY.  TURN LEFT ONTO
 CX1896'RAILROAD BOULEVARD AND GO WEST 0.15 MILES TO A FORK.  TAKE THE
 CX1896'LEFT FORK AND GO 0.1 MILES ENTERING THE FREEWAY.  FROM THIS POINT
 CX1896'GO WEST 13.7 MILES TO THE STATION ON THE LEFT.  THE STATION IS
 CX1896'18 FEET NORTH OF THE CENTERLINE OF THE EAST-BOUND LANE AT A
 CX1896'STUCKEYS EXIT.  THE STATION IS IN THE MEDIAN 5 FEET NORTH OF A
 CX1896'GUARD RAIL.
 CX1896'
 CX1896'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 CX1896'DISK SET IN A CONCRETE POST PROJECTING ABOUT SIX INCHES ABOVE THE
 CX1896'GROUND AND STAMPED 3210735001, 1974.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1895 ***********************************************************************
 CX1895  DESIGNATION -  3210735002
 CX1895  PID         -  CX1895
 CX1895  STATE/COUNTY-  NM/LUNA
 CX1895  USGS QUAD   -  RED MOUNTAIN (1965)
 CX1895
 CX1895                         *CURRENT SURVEY CONTROL
 CX1895  ___________________________________________________________________
 CX1895* NAD 83(1992)-  32 14 40.03456(N)    107 58 02.77616(W)     ADJUSTED  
 CX1895* NAVD 88     -      1351.2    (meters)    4433.     (feet)  VERTCON   
 CX1895  ___________________________________________________________________
 CX1895  LAPLACE CORR-           0.03  (seconds)                    DEFLEC99
 CX1895  GEOID HEIGHT-         -24.61  (meters)                     GEOID03
 CX1895
 CX1895  HORZ ORDER  -  SECOND
 CX1895
 CX1895.The horizontal coordinates were established by classical geodetic methods
 CX1895.and adjusted by the National Geodetic Survey in December 1993..
 CX1895
 CX1895.The NAVD 88 height was computed by applying the VERTCON shift value to
 CX1895.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CX1895
 CX1895.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1895
 CX1895.The geoid height was determined by GEOID03.
 CX1895
 CX1895;                    North         East     Units Scale Factor Converg.
 CX1895;SPC NM W     -   137,981.755   817,362.830   MT  0.99991864   -0 04 17.6
 CX1895;SPC NM W     -   452,695.14  2,681,631.22   sFT  0.99991864   -0 04 17.6
 CX1895;UTM  13      - 3,571,397.224   220,401.607   MT  1.00056417   -1 35 03.3
 CX1895;UTM  12      - 3,571,568.869   785,737.009   MT  1.00060698   +1 37 08.6
 CX1895
 CX1895!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1895!SPC NM W     -   0.99979175  x   0.99991864  =   0.99971041
 CX1895!UTM  13      -   0.99979175  x   1.00056417  =   1.00035580
 CX1895!UTM  12      -   0.99979175  x   1.00060698  =   1.00039860
 CX1895
 CX1895:                Primary Azimuth Mark                     Grid Az
 CX1895:SPC NM W     -  3210735003                               081 33 50.4
 CX1895:UTM  13      -  3210735003                               083 04 36.1
 CX1895:UTM  12      -  3210735003                               079 52 24.2
 CX1895
 CX1895|---------------------------------------------------------------------|
 CX1895| PID    Reference Object                     Distance      Geod. Az  |
 CX1895|                                                           dddmmss.s |
 CX1895| CX1894 3210735003                          APPROX. 3.8 KM 0812932.8 |
 CX1895|---------------------------------------------------------------------|
 CX1895
 CX1895                          SUPERSEDED SURVEY CONTROL
 CX1895
 CX1895  NAD 83(1986)-  32 14 40.03331(N)    107 58 02.77521(W) AD(       ) 2
 CX1895  NAD 27      -  32 14 39.71927(N)    107 58 00.64736(W) AD(       ) 2
 CX1895  NGVD 29 (07/19/86) 1350.5    (m)         4431.     (f) VERT ANG       
 CX1895
 CX1895.Superseded values are not recommended for survey control.
 CX1895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1895.See file dsdata.txt to determine how the superseded data were derived.
 CX1895
 CX1895_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBR2040271397(NAD 83)
 CX1895_MARKER: DD = SURVEY DISK
 CX1895_SETTING: 0 = UNSPECIFIED SETTING
 CX1895_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX1895
 CX1895  HISTORY     - Date     Condition        Report By
 CX1895  HISTORY     - 1974     MONUMENTED       NMHD
 CX1895
 CX1895                          STATION DESCRIPTION
 CX1895
 CX1895'DESCRIBED BY NM HIGHWAY DEPT 1974 (CWW)
 CX1895'THE STATION IS LOCATED IN LUNA COUNTY, NEW MEXICO ALONG INTERSTATE
 CX1895'10, 12.3 AIRMILES WEST OF DEMING, NEW MEXICO AND 15.6 ROADMILES
 CX1895'EAST OF THE GRANT/LUNA COUNTY LINE.
 CX1895'
 CX1895'THE STATION IS AT MILEPOST 70.07.
 CX1895'
 CX1895'TO REACH FROM THE INTERSECTION OF PINE STREET (U.S. 70-80) AND
 CX1895'GOLD AVENUE (U.S. 180) IN DEMING GO NORTH ON GOLD AVENUE 0.2
 CX1895'MILES PASSING UNDER THE INTERSTATE HIGHWAY.  TURN LEFT ONTO
 CX1895'RAILROAD BOULEVARD AND GO WEST 0.15 MILES TO A FORK.  TAKE THE
 CX1895'LEFT FORK AND GO 0.1 MILES ENTERING THE FREEWAY.  FROM THIS POINT
 CX1895'GO WEST 12.2 MILES TO THE STATION ON THE LEFT.  THE STATION IS
 CX1895'78 FEET SOUTH OF THE CENTERLINE OF THE EAST-BOUND LANE AND 6
 CX1895'FEET NORTH OF THE SOUTH RIGHT OF WAY FENCE.
 CX1895'
 CX1895'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 CX1895'DISK SET IN A CONCRETE POST PROJECTING ABOUT SIX INCHES ABOVE THE
 CX1895'GROUND AND STAMPED 3210735002, 1974.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1894 ***********************************************************************
 CX1894  DESIGNATION -  3210735003
 CX1894  PID         -  CX1894
 CX1894  STATE/COUNTY-  NM/LUNA
 CX1894  USGS QUAD   -  RED MOUNTAIN (1965)
 CX1894
 CX1894                         *CURRENT SURVEY CONTROL
 CX1894  ___________________________________________________________________
 CX1894* NAD 83(1992)-  32 14 58.45243(N)    107 55 37.70777(W)     ADJUSTED  
 CX1894* NAVD 88     -      1353.8    (meters)    4442.     (feet)  VERTCON   
 CX1894  ___________________________________________________________________
 CX1894  LAPLACE CORR-           0.08  (seconds)                    DEFLEC99
 CX1894  GEOID HEIGHT-         -24.59  (meters)                     GEOID03
 CX1894
 CX1894  HORZ ORDER  -  SECOND
 CX1894
 CX1894.The horizontal coordinates were established by classical geodetic methods
 CX1894.and adjusted by the National Geodetic Survey in December 1993..
 CX1894
 CX1894.The NAVD 88 height was computed by applying the VERTCON shift value to
 CX1894.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CX1894
 CX1894.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1894
 CX1894.The geoid height was determined by GEOID03.
 CX1894
 CX1894;                    North         East     Units Scale Factor Converg.
 CX1894;SPC NM W     -   138,545.006   821,160.644   MT  0.99991763   -0 03 00.2
 CX1894;SPC NM W     -   454,543.07  2,694,091.21   sFT  0.99991763   -0 03 00.2
 CX1894;UTM  13      - 3,571,860.309   224,215.380   MT  1.00053804   -1 33 46.6
 CX1894;UTM  12      - 3,572,244.403   789,519.205   MT  1.00063382   +1 38 27.0
 CX1894
 CX1894!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1894!SPC NM W     -   0.99979134  x   0.99991763  =   0.99970899
 CX1894!UTM  13      -   0.99979134  x   1.00053804  =   1.00032927
 CX1894!UTM  12      -   0.99979134  x   1.00063382  =   1.00042503
 CX1894
 CX1894:                Primary Azimuth Mark                     Grid Az
 CX1894:SPC NM W     -  3210735004                               080 17 15.3
 CX1894:UTM  13      -  3210735004                               081 48 01.7
 CX1894:UTM  12      -  3210735004                               078 35 48.1
 CX1894
 CX1894|---------------------------------------------------------------------|
 CX1894| PID    Reference Object                     Distance      Geod. Az  |
 CX1894|                                                           dddmmss.s |
 CX1894| CX1910 3210735004                          APPROX. 2.5 KM 0801415.1 |
 CX1894|---------------------------------------------------------------------|
 CX1894
 CX1894                          SUPERSEDED SURVEY CONTROL
 CX1894
 CX1894  NAD 83(1986)-  32 14 58.45150(N)    107 55 37.70688(W) AD(       ) 2
 CX1894  NAD 27      -  32 14 58.13816(N)    107 55 35.58346(W) AD(       ) 2
 CX1894  NGVD 29 (07/19/86) 1353.1    (m)         4439.     (f) VERT ANG       
 CX1894
 CX1894.Superseded values are not recommended for survey control.
 CX1894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1894.See file dsdata.txt to determine how the superseded data were derived.
 CX1894
 CX1894_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBR2421571860(NAD 83)
 CX1894_MARKER: DD = SURVEY DISK
 CX1894_SETTING: 0 = UNSPECIFIED SETTING
 CX1894_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX1894
 CX1894  HISTORY     - Date     Condition        Report By
 CX1894  HISTORY     - 1974     MONUMENTED       NMHD
 CX1894
 CX1894                          STATION DESCRIPTION
 CX1894
 CX1894'DESCRIBED BY NM HIGHWAY DEPT 1974 (CWW)
 CX1894'THE STATION IS LOCATED IN LUNA COUNTY, NEW MEXICO ALONG INTERSTATE
 CX1894'10, 10.0 AIRMILES WEST OF DEMING, NEW MEXICO AND 18.0 ROADMILES
 CX1894'EAST OF THE GRANT/LUNA COUNTY LINE.
 CX1894'
 CX1894'THE STATION IS AT MILEPOST 72.46.
 CX1894'
 CX1894'TO REACH FROM THE INTERSECTION OF PINE STREET (U.S. 70-80) AND
 CX1894'GOLD AVENUE (U.S. 180) IN DEMING GO NORTH ON GOLD AVENUE 0.2
 CX1894'MILES PASSING UNDER THE INTERSTATE HIGHWAY.  TURN LEFT ONTO
 CX1894'RAILROAD BOULEVARD AND GO WEST 0.15 MILES TO A FORK.  TAKE THE
 CX1894'LEFT FORK AND GO 0.1 MILES ENTERING THE FREEWAY.  FROM THIS
 CX1894'POINT GO WEST 9.8 MILES TO THE STATION ON THE LEFT.  THE STATION
 CX1894'IS 42 FEET SOUTH OF THE CENTERLINE OF THE EAST-BOUND LANE 5 FEET
 CX1894'WEST OF A CORNER OF A JOG IN THE SOUTH RIGHT OF WAY FENCE.
 CX1894'
 CX1894'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 CX1894'DISK SET IN A CONCRETE POST PROJECTING ABOUT SIX INCHES ABOVE THE
 CX1894'GROUND AND STAMPED 3210735003, 1974.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1910 ***********************************************************************
 CX1910  DESIGNATION -  3210735004
 CX1910  PID         -  CX1910
 CX1910  STATE/COUNTY-  NM/LUNA
 CX1910  USGS QUAD   -  WILLIAMS RANCH (1972)
 CX1910
 CX1910                         *CURRENT SURVEY CONTROL
 CX1910  ___________________________________________________________________
 CX1910* NAD 83(1992)-  32 15 12.44699(N)    107 54 01.92197(W)     ADJUSTED  
 CX1910* NAVD 88     -      1350.6    (meters)    4431.     (feet)  VERTCON   
 CX1910  ___________________________________________________________________
 CX1910  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 CX1910  GEOID HEIGHT-         -24.59  (meters)                     GEOID03
 CX1910
 CX1910  HORZ ORDER  -  SECOND
 CX1910
 CX1910.The horizontal coordinates were established by classical geodetic methods
 CX1910.and adjusted by the National Geodetic Survey in December 1993..
 CX1910
 CX1910.The NAVD 88 height was computed by applying the VERTCON shift value to
 CX1910.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CX1910
 CX1910.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1910
 CX1910.The geoid height was determined by GEOID03.
 CX1910
 CX1910;                    North         East     Units Scale Factor Converg.
 CX1910;SPC NM W     -   138,974.167   823,668.066   MT  0.99991716   -0 02 09.1
 CX1910;SPC NM W     -   455,951.08  2,702,317.65   sFT  0.99991716   -0 02 09.1
 CX1910;UTM  13      - 3,572,223.339   226,734.801   MT  1.00052098   -1 32 56.0
 CX1910
 CX1910!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1910!SPC NM W     -   0.99979184  x   0.99991716  =   0.99970902
 CX1910!UTM  13      -   0.99979184  x   1.00052098  =   1.00031271
 CX1910
 CX1910:                Primary Azimuth Mark                     Grid Az
 CX1910:SPC NM W     -  3210735005                               083 53 02.2
 CX1910:UTM  13      -  3210735005                               085 23 49.1
 CX1910
 CX1910|---------------------------------------------------------------------|
 CX1910| PID    Reference Object                     Distance      Geod. Az  |
 CX1910|                                                           dddmmss.s |
 CX1910| CX1909 3210735005                          APPROX. 2.0 KM 0835053.1 |
 CX1910|---------------------------------------------------------------------|
 CX1910
 CX1910                          SUPERSEDED SURVEY CONTROL
 CX1910
 CX1910  NAD 83(1986)-  32 15 12.44626(N)    107 54 01.92114(W) AD(       ) 2
 CX1910  NAD 27      -  32 15 12.13338(N)    107 53 59.80042(W) AD(       ) 2
 CX1910  NGVD 29 (07/19/86) 1349.9    (m)         4429.     (f) VERT ANG       
 CX1910
 CX1910.Superseded values are not recommended for survey control.
 CX1910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1910.See file dsdata.txt to determine how the superseded data were derived.
 CX1910
 CX1910_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBR2673572223(NAD 83)
 CX1910_MARKER: DD = SURVEY DISK
 CX1910_SETTING: 0 = UNSPECIFIED SETTING
 CX1910_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX1910
 CX1910  HISTORY     - Date     Condition        Report By
 CX1910  HISTORY     - 1974     MONUMENTED       NMHD
 CX1910
 CX1910                          STATION DESCRIPTION
 CX1910
 CX1910'DESCRIBED BY NM HIGHWAY DEPT 1974 (CWW)
 CX1910'THE STATION IS LOCATED IN LUNA COUNTY, NEW MEXICO ALONG INTERSTATE
 CX1910'10, 8.4 AIRMILES WEST OF DEMING, NEW MEXICO AND 19.6 ROADMILES
 CX1910'EAST OF THE GRANT/LUNA COUNTY LINE.
 CX1910'
 CX1910'THE STATION IS AT MILEPOST 74.04.
 CX1910'
 CX1910'TO REACH FROM THE INTERSECTION OF PINE STREET (U.S. 70-80) AND
 CX1910'GOLD AVENUE (U.S. 180) IN DEMING GO NORTH ON GOLD AVENUE 0.2
 CX1910'MILES PASSING UNDER THE INTERSTATE HIGHWAY.  TURN LEFT ONTO
 CX1910'RAILROAD BOULEVARD AND GO WEST 0.15 MILES TO A FORK.  TAKE THE
 CX1910'LEFT FORK AND GO 0.1 MILES ENTERING THE FREEWAY.  FROM THIS POINT
 CX1910'GO WEST 8.2 MILES TO THE STATION ON THE RIGHT.  THE STATION IS
 CX1910'36 FEET NORTH OF THE CENTERLINE OF THE WEST-BOUND LANE AND 3
 CX1910'FEET SOUTH OF THE NORTH RIGHT OF WAY FENCE.
 CX1910'
 CX1910'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 CX1910'DISK SET IN A CONCRETE POST PROJECTING ABOUT SIX INCHES ABOVE THE
 CX1910'GROUND AND STAMPED 3210735004, 1974.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1909 ***********************************************************************
 CX1909  DESIGNATION -  3210735005
 CX1909  PID         -  CX1909
 CX1909  STATE/COUNTY-  NM/LUNA
 CX1909  USGS QUAD   -  WILLIAMS RANCH (1972)
 CX1909
 CX1909                         *CURRENT SURVEY CONTROL
 CX1909  ___________________________________________________________________
 CX1909* NAD 83(1992)-  32 15 19.26936(N)    107 52 47.36818(W)     ADJUSTED  
 CX1909* NAVD 88     -      1349.6    (meters)    4428.     (feet)  VERTCON   
 CX1909  ___________________________________________________________________
 CX1909  LAPLACE CORR-          -0.02  (seconds)                    DEFLEC99
 CX1909  GEOID HEIGHT-         -24.59  (meters)                     GEOID03
 CX1909
 CX1909  HORZ ORDER  -  SECOND
 CX1909
 CX1909.The horizontal coordinates were established by classical geodetic methods
 CX1909.and adjusted by the National Geodetic Survey in December 1993..
 CX1909
 CX1909.The NAVD 88 height was computed by applying the VERTCON shift value to
 CX1909.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CX1909
 CX1909.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1909
 CX1909.The geoid height was determined by GEOID03.
 CX1909
 CX1909;                    North         East     Units Scale Factor Converg.
 CX1909;SPC NM W     -   139,183.266   825,619.488   MT  0.99991690   -0 01 29.3
 CX1909;SPC NM W     -   456,637.10  2,708,719.94   sFT  0.99991690   -0 01 29.3
 CX1909;UTM  13      - 3,572,380.933   228,692.232   MT  1.00050783   -1 32 16.4
 CX1909
 CX1909!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1909!SPC NM W     -   0.99979200  x   0.99991690  =   0.99970892
 CX1909!UTM  13      -   0.99979200  x   1.00050783  =   1.00029972
 CX1909
 CX1909:                Primary Azimuth Mark                     Grid Az
 CX1909:SPC NM W     -  3210735006                               081 40 33.3
 CX1909:UTM  13      -  3210735006                               083 11 20.4
 CX1909
 CX1909|---------------------------------------------------------------------|
 CX1909| PID    Reference Object                     Distance      Geod. Az  |
 CX1909|                                                           dddmmss.s |
 CX1909| CX1907 3210735006                          APPROX. 2.7 KM 0813904.0 |
 CX1909|---------------------------------------------------------------------|
 CX1909
 CX1909                          SUPERSEDED SURVEY CONTROL
 CX1909
 CX1909  NAD 83(1986)-  32 15 19.26877(N)    107 52 47.36738(W) AD(       ) 2
 CX1909  NAD 27      -  32 15 18.95605(N)    107 52 45.24868(W) AD(       ) 2
 CX1909  NGVD 29 (07/19/86) 1348.9    (m)         4426.     (f) VERT ANG       
 CX1909
 CX1909.Superseded values are not recommended for survey control.
 CX1909.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1909.See file dsdata.txt to determine how the superseded data were derived.
 CX1909
 CX1909_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBR2869272381(NAD 83)
 CX1909_MARKER: DD = SURVEY DISK
 CX1909_SETTING: 0 = UNSPECIFIED SETTING
 CX1909_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX1909
 CX1909  HISTORY     - Date     Condition        Report By
 CX1909  HISTORY     - 1974     MONUMENTED       NMHD
 CX1909
 CX1909                          STATION DESCRIPTION
 CX1909
 CX1909'DESCRIBED BY NM HIGHWAY DEPT 1974 (CWW)
 CX1909'THE STATION IS LOCATED IN LUNA COUNTY, NEW MEXICO ALONG INTERSTATE
 CX1909'10, 7.2 AIRMILES WEST OF DEMING, NEW MEXICO AND 20.8 ROADMILES
 CX1909'EAST OF THE GRANT/LUNA COUNTY LINE.
 CX1909'
 CX1909'THE STATION IS AT MILEPOST 75.26.
 CX1909'
 CX1909'TO REACH FROM THE INTERSECTION OF PINE STREET (U.S. 70-80) AND
 CX1909'GOLD AVENUE (U.S. 180) IN DEMING GO NORTH ON GOLD AVENUE 0.2
 CX1909'MILES PASSING UNDER THE INTERSTATE HIGHWAY.  TURN LEFT ONTO
 CX1909'RAILROAD BOULEVARD AND GO WEST 0.15 MILES TO A FORK.  TAKE
 CX1909'THE LEFT FORK AND GO 0.1 MILES ENTERING THE FREEWAY.  FROM THIS
 CX1909'POINT GO WEST 7.0 MILES TO THE STATION ON THE LEFT.  THE STATION
 CX1909'IS 79 FEET SOUTH OF THE CENTERLINE OF THE EAST-BOUND LANE AND
 CX1909'6 FEET NORTH OF THE SOUTH RIGHT OF WAY FENCE.
 CX1909'
 CX1909'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 CX1909'DISK SET IN A CONCRETE POST PROJECTING ABOUT SIX INCHES ABOVE
 CX1909'THE GROUND AND STAMPED 3210735005, 1974.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1907 ***********************************************************************
 CX1907  DESIGNATION -  3210735006
 CX1907  PID         -  CX1907
 CX1907  STATE/COUNTY-  NM/LUNA
 CX1907  USGS QUAD   -  DEMING WEST (1972)
 CX1907
 CX1907                         *CURRENT SURVEY CONTROL
 CX1907  ___________________________________________________________________
 CX1907* NAD 83(1992)-  32 15 31.89549(N)    107 51 06.02682(W)     ADJUSTED  
 CX1907* NAVD 88     -      1343.2    (meters)    4407.     (feet)  VERTCON   
 CX1907  ___________________________________________________________________
 CX1907  LAPLACE CORR-          -0.04  (seconds)                    DEFLEC99
 CX1907  GEOID HEIGHT-         -24.59  (meters)                     GEOID03
 CX1907
 CX1907  HORZ ORDER  -  SECOND
 CX1907
 CX1907.The horizontal coordinates were established by classical geodetic methods
 CX1907.and adjusted by the National Geodetic Survey in December 1993..
 CX1907
 CX1907.The NAVD 88 height was computed by applying the VERTCON shift value to
 CX1907.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CX1907
 CX1907.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1907
 CX1907.The geoid height was determined by GEOID03.
 CX1907
 CX1907;                    North         East     Units Scale Factor Converg.
 CX1907;SPC NM W     -   139,571.357   828,271.953   MT  0.99991670   -0 00 35.2
 CX1907;SPC NM W     -   457,910.36  2,717,422.23   sFT  0.99991670   -0 00 35.2
 CX1907;UTM  13      - 3,572,699.033   231,355.569   MT  1.00049009   -1 31 22.7
 CX1907
 CX1907!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1907!SPC NM W     -   0.99979300  x   0.99991670  =   0.99970972
 CX1907!UTM  13      -   0.99979300  x   1.00049009  =   1.00028299
 CX1907
 CX1907:                Primary Azimuth Mark                     Grid Az
 CX1907:SPC NM W     -  3210735007                               081 44 04.0
 CX1907:UTM  13      -  3210735007                               083 14 51.5
 CX1907
 CX1907|---------------------------------------------------------------------|
 CX1907| PID    Reference Object                     Distance      Geod. Az  |
 CX1907|                                                           dddmmss.s |
 CX1907| CX1906 3210735007                          APPROX. 2.6 KM 0814328.8 |
 CX1907|---------------------------------------------------------------------|
 CX1907
 CX1907                          SUPERSEDED SURVEY CONTROL
 CX1907
 CX1907  NAD 83(1986)-  32 15 31.89509(N)    107 51 06.02606(W) AD(       ) 2
 CX1907  NAD 27      -  32 15 31.58245(N)    107 51 03.91018(W) AD(       ) 2
 CX1907  NGVD 29 (07/19/86) 1342.5    (m)         4405.     (f) VERT ANG       
 CX1907
 CX1907.Superseded values are not recommended for survey control.
 CX1907.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1907.See file dsdata.txt to determine how the superseded data were derived.
 CX1907
 CX1907_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBR3135672699(NAD 83)
 CX1907_MARKER: DD = SURVEY DISK
 CX1907_SETTING: 0 = UNSPECIFIED SETTING
 CX1907_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX1907
 CX1907  HISTORY     - Date     Condition        Report By
 CX1907  HISTORY     - 1974     MONUMENTED       NMHD
 CX1907
 CX1907                          STATION DESCRIPTION
 CX1907
 CX1907'DESCRIBED BY NM HIGHWAY DEPT 1974 (CWW)
 CX1907'THE STATION IS LOCATED IN LUNA COUNTY, NEW MEXICO ALONG INTERSTATE
 CX1907'10, 5.5 AIRMILES WEST OF DEMING, NEW MEXICO AND 22.4 ROADMILES
 CX1907'EAST OF THE GRANT/LUNA COUNTY LINE.
 CX1907'
 CX1907'THE STATION IS AT MILEPOST 76.92.
 CX1907'
 CX1907'TO REACH FROM THE INTERSECTION OF PINE STREET (U.S. 70-80) AND
 CX1907'GOLD AVENUE (U.S. 180) IN DEMING GO NORTH ON GOLD AVENUE 0.2
 CX1907'MILES PASSING UNDER THE INTERSTATE HIGHWAY.  TURN LEFT ONTO
 CX1907'RAILROAD BOULEVARD AND GO WEST 0.15 MILES TO A FORK.  TAKE THE
 CX1907'LEFT FORK AND GO 0.1 MILES ENTERING THE FREEWAY.  FROM THIS POINT
 CX1907'GO WEST 5.3 MILES TO THE STATION ON THE LEFT.  THE STATION IS
 CX1907'74 FEET SOUTH OF THE CENTERLINE OF THE EAST-BOUND LANE AND 10
 CX1907'FEET NORTH OF THE SOUTH RIGHT OF WAY FENCE.
 CX1907'
 CX1907'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 CX1907'DISK SET IN A CONCRETE POST PROJECTING ABOUT SIX INCHES ABOVE THE
 CX1907'GROUND AND STAMPED 3210735006, 1974.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1906 ***********************************************************************
 CX1906  DESIGNATION -  3210735007
 CX1906  PID         -  CX1906
 CX1906  STATE/COUNTY-  NM/LUNA
 CX1906  USGS QUAD   -  DEMING WEST (1972)
 CX1906
 CX1906                         *CURRENT SURVEY CONTROL
 CX1906  ___________________________________________________________________
 CX1906* NAD 83(1992)-  32 15 44.25467(N)    107 49 25.93017(W)     ADJUSTED  
 CX1906* NAVD 88     -      1338.8    (meters)    4392.     (feet)  VERTCON   
 CX1906  ___________________________________________________________________
 CX1906  LAPLACE CORR-           0.01  (seconds)                    DEFLEC99
 CX1906  GEOID HEIGHT-         -24.59  (meters)                     GEOID03
 CX1906
 CX1906  HORZ ORDER  -  SECOND
 CX1906
 CX1906.The horizontal coordinates were established by classical geodetic methods
 CX1906.and adjusted by the National Geodetic Survey in December 1993..
 CX1906
 CX1906.The NAVD 88 height was computed by applying the VERTCON shift value to
 CX1906.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CX1906
 CX1906.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1906
 CX1906.The geoid height was determined by GEOID03.
 CX1906
 CX1906;                    North         East     Units Scale Factor Converg.
 CX1906;SPC NM W     -   139,951.919   830,891.639   MT  0.99991668   +0 00 18.2
 CX1906;SPC NM W     -   459,158.92  2,726,016.99   sFT  0.99991668   +0 00 18.2
 CX1906;UTM  13      - 3,573,010.457   233,985.877   MT  1.00047274   -1 30 29.7
 CX1906
 CX1906!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1906!SPC NM W     -   0.99979369  x   0.99991668  =   0.99971039
 CX1906!UTM  13      -   0.99979369  x   1.00047274  =   1.00026634
 CX1906
 CX1906:                Primary Azimuth Mark                     Grid Az
 CX1906:SPC NM W     -  3210735008                               081 30 18.7
 CX1906:UTM  13      -  3210735008                               083 01 06.6
 CX1906
 CX1906|---------------------------------------------------------------------|
 CX1906| PID    Reference Object                     Distance      Geod. Az  |
 CX1906|                                                           dddmmss.s |
 CX1906| CX1905 3210735008                          APPROX. 2.3 KM 0813036.9 |
 CX1906|---------------------------------------------------------------------|
 CX1906
 CX1906                          SUPERSEDED SURVEY CONTROL
 CX1906
 CX1906  NAD 83(1986)-  32 15 44.25444(N)    107 49 25.92945(W) AD(       ) 2
 CX1906  NAD 27      -  32 15 43.94163(N)    107 49 23.81659(W) AD(       ) 2
 CX1906  NGVD 29 (07/19/86) 1338.1    (m)         4390.     (f) VERT ANG       
 CX1906
 CX1906.Superseded values are not recommended for survey control.
 CX1906.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1906.See file dsdata.txt to determine how the superseded data were derived.
 CX1906
 CX1906_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBR3398673010(NAD 83)
 CX1906_MARKER: DD = SURVEY DISK
 CX1906_SETTING: 0 = UNSPECIFIED SETTING
 CX1906_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX1906
 CX1906  HISTORY     - Date     Condition        Report By
 CX1906  HISTORY     - 1974     MONUMENTED       NMHD
 CX1906
 CX1906                          STATION DESCRIPTION
 CX1906
 CX1906'DESCRIBED BY NM HIGHWAY DEPT 1974 (CWW)
 CX1906'THE STATION IS LOCATED IN LUNA COUNTY, NEW MEXICO ALONG INTERSTATE
 CX1906'10, 3.8 AIRMILES WEST OF DEMING, NEW MEXICO AND 24.1 ROADMILES
 CX1906'EAST OF THE GRANT/LUNA COUNTY LINE.
 CX1906'
 CX1906'THE STATION IS AT MILEPOST 78.57.
 CX1906'
 CX1906'TO REACH FROM THE INTERSECTION OF PINE STREET (U.S. 70-80) AND
 CX1906'GOLD AVENUE (U.S. 180) IN DEMING GO NORTH ON GOLD AVENUE 0.2
 CX1906'MILES PASSING UNDER THE INTERSTATE HIGHWAY.  TURN LEFT ONTO
 CX1906'RAILROAD BOULEVARD AND GO WEST 0.15 MILES TO A FORK.  TAKE THE
 CX1906'LEFT FORK AND GO 0.1 MILES ENTERING THE FREEWAY.  FROM THIS
 CX1906'POINT GO WEST 3.6 MILES TO THE STATION ON THE LEFT.  THE STATION
 CX1906'IS 78 FEET SOUTH OF THE CENTERLINE OF THE EAST-BOUND LANE AND 7
 CX1906'FEET NORTH OF THE SOUTH RIGHT OF WAY FENCE.
 CX1906'
 CX1906'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 CX1906'DISK SET IN A CONCRETE POST PROJECTING ABOUT SIX INCHES ABOVE
 CX1906'THE GROUND AND STAMPED 3210735007, 1974.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1905 ***********************************************************************
 CX1905  DESIGNATION -  3210735008
 CX1905  PID         -  CX1905
 CX1905  STATE/COUNTY-  NM/LUNA
 CX1905  USGS QUAD   -  DEMING WEST (1972)
 CX1905
 CX1905                         *CURRENT SURVEY CONTROL
 CX1905  ___________________________________________________________________
 CX1905* NAD 83(1992)-  32 15 55.35258(N)    107 47 58.35936(W)     ADJUSTED  
 CX1905* NAVD 88     -      1333.0    (meters)    4373.     (feet)  VERTCON   
 CX1905  ___________________________________________________________________
 CX1905  LAPLACE CORR-           0.06  (seconds)                    DEFLEC99
 CX1905  GEOID HEIGHT-         -24.58  (meters)                     GEOID03
 CX1905
 CX1905  HORZ ORDER  -  SECOND
 CX1905
 CX1905.The horizontal coordinates were established by classical geodetic methods
 CX1905.and adjusted by the National Geodetic Survey in December 1993..
 CX1905
 CX1905.The NAVD 88 height was computed by applying the VERTCON shift value to
 CX1905.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CX1905
 CX1905.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1905
 CX1905.The geoid height was determined by GEOID03.
 CX1905
 CX1905;                    North         East     Units Scale Factor Converg.
 CX1905;SPC NM W     -   140,294.203   833,183.339   MT  0.99991679   +0 01 04.9
 CX1905;SPC NM W     -   460,281.90  2,733,535.67   sFT  0.99991679   +0 01 04.9
 CX1905;UTM  13      - 3,573,292.252   236,287.079   MT  1.00045770   -1 29 43.4
 CX1905
 CX1905!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1905!SPC NM W     -   0.99979460  x   0.99991679  =   0.99971141
 CX1905!UTM  13      -   0.99979460  x   1.00045770  =   1.00025221
 CX1905
 CX1905:                Primary Azimuth Mark                     Grid Az
 CX1905:SPC NM W     -  3210735009                               081 15 00.9
 CX1905:UTM  13      -  3210735009                               082 45 49.2
 CX1905
 CX1905|---------------------------------------------------------------------|
 CX1905| PID    Reference Object                     Distance      Geod. Az  |
 CX1905|                                                           dddmmss.s |
 CX1905| CX1904 3210735009                          APPROX. 2.2 KM 0811605.8 |
 CX1905|---------------------------------------------------------------------|
 CX1905
 CX1905                          SUPERSEDED SURVEY CONTROL
 CX1905
 CX1905  NAD 83(1986)-  32 15 55.35250(N)    107 47 58.35867(W) AD(       ) 2
 CX1905  NAD 27      -  32 15 55.03946(N)    107 47 56.24837(W) AD(       ) 2
 CX1905  NGVD 29 (07/19/86) 1332.3    (m)         4371.     (f) VERT ANG       
 CX1905
 CX1905.Superseded values are not recommended for survey control.
 CX1905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1905.See file dsdata.txt to determine how the superseded data were derived.
 CX1905
 CX1905_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBR3628773292(NAD 83)
 CX1905_MARKER: DD = SURVEY DISK
 CX1905_SETTING: 0 = UNSPECIFIED SETTING
 CX1905_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX1905
 CX1905  HISTORY     - Date     Condition        Report By
 CX1905  HISTORY     - 1974     MONUMENTED       NMHD
 CX1905
 CX1905                          STATION DESCRIPTION
 CX1905
 CX1905'DESCRIBED BY NM HIGHWAY DEPT 1974 (CWW)
 CX1905'THE STATION IS LOCATED IN LUNA COUNTY, NEW MEXICO ALONG INTERSTATE
 CX1905'10, 2.4 AIRMILES WEST OF DEMING, NEW MEXICO AND 25.5 ROADMILES
 CX1905'EAST OF THE GRANT/LUNA COUNTY LINE.
 CX1905'
 CX1905'THE STATION IS AT MILEPOST 80.01.
 CX1905'
 CX1905'TO REACH FROM THE INTERSECTION OF PINE STREET (U.S. 70-80) AND
 CX1905'GOLD AVENUE (U.S. 180) IN DEMING GO NORTH ON GOLD AVENUE 0.2
 CX1905'MILES PASSING UNDER THE INTERSTATE HIGHWAY.  TURN LEFT ONTO
 CX1905'RAILROAD BOULEVARD AND GO WEST 0.15 MILES TO A FORK.  TAKE THE
 CX1905'LEFT FORK AND GO 0.1 MILES ENTERING THE FREEWAY.  FROM THIS POINT
 CX1905'GO WEST 2.25 MILES TO THE STATION ON THE LEFT.  THE STATION IS
 CX1905'50 FEET SOUTH OF THE CENTERLINE OF THE EAST-BOUND LANE AND 9
 CX1905'FEET NORTH OF THE SOUTH RIGHT OF WAY FENCE UNDER AN EXIT 81
 CX1905'HIGHWAY SIGN.
 CX1905'
 CX1905'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 CX1905'DISK SET IN A CONCRETE POST PROJECTING ABOUT SIX INCHES ABOVE THE
 CX1905'GROUND AND STAMPED 3210735008, 1974.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1904 ***********************************************************************
 CX1904  DESIGNATION -  3210735009
 CX1904  PID         -  CX1904
 CX1904  STATE/COUNTY-  NM/LUNA
 CX1904  USGS QUAD   -  DEMING WEST (1972)
 CX1904
 CX1904                         *CURRENT SURVEY CONTROL
 CX1904  ___________________________________________________________________
 CX1904* NAD 83(1992)-  32 16 06.13186(N)    107 46 35.69779(W)     ADJUSTED  
 CX1904* NAVD 88     -      1333.7    (meters)    4376.     (feet)  VERTCON   
 CX1904  ___________________________________________________________________
 CX1904  LAPLACE CORR-           0.12  (seconds)                    DEFLEC99
 CX1904  GEOID HEIGHT-         -24.58  (meters)                     GEOID03
 CX1904
 CX1904  HORZ ORDER  -  SECOND
 CX1904
 CX1904.The horizontal coordinates were established by classical geodetic methods
 CX1904.and adjusted by the National Geodetic Survey in December 1993..
 CX1904
 CX1904.The NAVD 88 height was computed by applying the VERTCON shift value to
 CX1904.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CX1904
 CX1904.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1904
 CX1904.The geoid height was determined by GEOID03.
 CX1904
 CX1904;                    North         East     Units Scale Factor Converg.
 CX1904;SPC NM W     -   140,627.124   835,346.420   MT  0.99991702   +0 01 49.1
 CX1904;SPC NM W     -   461,374.16  2,740,632.38   sFT  0.99991702   +0 01 49.1
 CX1904;UTM  13      - 3,573,568.073   238,459.357   MT  1.00044363   -1 28 59.6
 CX1904
 CX1904!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1904!SPC NM W     -   0.99979449  x   0.99991702  =   0.99971153
 CX1904!UTM  13      -   0.99979449  x   1.00044363  =   1.00023803
 CX1904
 CX1904:                Primary Azimuth Mark                     Grid Az
 CX1904:SPC NM W     -  3210735010                               082 08 48.4
 CX1904:UTM  13      -  3210735010                               083 39 37.1
 CX1904
 CX1904|---------------------------------------------------------------------|
 CX1904| PID    Reference Object                     Distance      Geod. Az  |
 CX1904|                                                           dddmmss.s |
 CX1904| CX1903 3210735010                          APPROX. 1.7 KM 0821037.5 |
 CX1904|---------------------------------------------------------------------|
 CX1904
 CX1904                          SUPERSEDED SURVEY CONTROL
 CX1904
 CX1904  NAD 83(1986)-  32 16 06.13191(N)    107 46 35.69713(W) AD(       ) 2
 CX1904  NAD 27      -  32 16 05.81865(N)    107 46 33.58922(W) AD(       ) 2
 CX1904  NGVD 29 (07/19/86) 1333.0    (m)         4373.     (f) VERT ANG       
 CX1904
 CX1904.Superseded values are not recommended for survey control.
 CX1904.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1904.See file dsdata.txt to determine how the superseded data were derived.
 CX1904
 CX1904_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBR3845973568(NAD 83)
 CX1904_MARKER: DD = SURVEY DISK
 CX1904_SETTING: 0 = UNSPECIFIED SETTING
 CX1904_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX1904
 CX1904  HISTORY     - Date     Condition        Report By
 CX1904  HISTORY     - 1974     MONUMENTED       NMHD
 CX1904
 CX1904                          STATION DESCRIPTION
 CX1904
 CX1904'DESCRIBED BY NM HIGHWAY DEPT 1974 (CWW)
 CX1904'THE STATION IS LOCATED IN LUNA COUNTY, NEW MEXICO ALONG INTERSTATE
 CX1904'10, 1.0 AIRMILES WEST OF DEMING, NEW MEXICO AND 26.9 ROADMILES EAST
 CX1904'OF THE GRANT/LUNA COUNTY LINE.
 CX1904'
 CX1904'THE STATION IS AT MILEPOST 81.37.
 CX1904'
 CX1904'TO REACH FROM THE INTERSECTION OF PINE STREET (U.S. 70-80) AND
 CX1904'GOLD AVENUE (U.S. 180) IN DEMING GO NORTH ON GOLD AVENUE 0.2
 CX1904'MILES PASSING UNDER THE INTERSTATE HIGHWAY.  TURN LEFT ONTO
 CX1904'RAILROAD BOULEVARD AND GO WEST 0.15 MILES TO A FORK.  TAKE THE
 CX1904'LEFT FORK AND GO 0.1 MILES ENTERING THE FREEWAY.  FROM THIS POINT
 CX1904'GO WEST 0.85 MILES TO THE STATION ON THE LEFT.  THE STATION IS
 CX1904'36 FEET NORTH OF THE CENTERLINE OF THE EAST-BOUND LANE IN THE
 CX1904'HIGHWAY MEDIAN 8 FEET NORTH OF A GUARD RAIL.
 CX1904'
 CX1904'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 CX1904'DISK SET IN A CONCRETE POST PROJECTING ABOUT SIX INCHES ABOVE
 CX1904'THE GROUND AND STAMPED 3210735009, 1974.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1903 ***********************************************************************
 CX1903  DESIGNATION -  3210735010
 CX1903  PID         -  CX1903
 CX1903  STATE/COUNTY-  NM/LUNA
 CX1903  USGS QUAD   -  DEMING WEST (1972)
 CX1903
 CX1903                         *CURRENT SURVEY CONTROL
 CX1903  ___________________________________________________________________
 CX1903* NAD 83(1992)-  32 16 13.74958(N)    107 45 30.39732(W)     ADJUSTED  
 CX1903* NAVD 88     -      1326.7    (meters)    4353.     (feet)  VERTCON   
 CX1903  ___________________________________________________________________
 CX1903  LAPLACE CORR-           0.26  (seconds)                    DEFLEC99
 CX1903  GEOID HEIGHT-         -24.57  (meters)                     GEOID03
 CX1903
 CX1903  HORZ ORDER  -  SECOND
 CX1903
 CX1903.The horizontal coordinates were established by classical geodetic methods
 CX1903.and adjusted by the National Geodetic Survey in December 1993..
 CX1903
 CX1903.The NAVD 88 height was computed by applying the VERTCON shift value to
 CX1903.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CX1903
 CX1903.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1903
 CX1903.The geoid height was determined by GEOID03.
 CX1903
 CX1903;                    North         East     Units Scale Factor Converg.
 CX1903;SPC NM W     -   140,862.803   837,055.116   MT  0.99991728   +0 02 23.9
 CX1903;SPC NM W     -   462,147.38  2,746,238.33   sFT  0.99991728   +0 02 23.9
 CX1903;UTM  13      - 3,573,758.637   240,174.576   MT  1.00043260   -1 28 25.0
 CX1903
 CX1903!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1903!SPC NM W     -   0.99979559  x   0.99991728  =   0.99971289
 CX1903!UTM  13      -   0.99979559  x   1.00043260  =   1.00022811
 CX1903
 CX1903:                Primary Azimuth Mark                     Grid Az
 CX1903:SPC NM W     -  3210735011                               081 44 22.5
 CX1903:UTM  13      -  3210735011                               083 15 11.4
 CX1903
 CX1903|---------------------------------------------------------------------|
 CX1903| PID    Reference Object                     Distance      Geod. Az  |
 CX1903|                                                           dddmmss.s |
 CX1903| CX1877 3210735011                          APPROX. 2.2 KM 0814646.4 |
 CX1903|---------------------------------------------------------------------|
 CX1903
 CX1903                          SUPERSEDED SURVEY CONTROL
 CX1903
 CX1903  NAD 83(1986)-  32 16 13.74974(N)    107 45 30.39669(W) AD(       ) 2
 CX1903  NAD 27      -  32 16 13.43633(N)    107 45 28.29059(W) AD(       ) 2
 CX1903  NGVD 29 (07/19/86) 1326.0    (m)         4350.     (f) VERT ANG       
 CX1903
 CX1903.Superseded values are not recommended for survey control.
 CX1903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1903.See file dsdata.txt to determine how the superseded data were derived.
 CX1903
 CX1903_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBR4017573759(NAD 83)
 CX1903_MARKER: DD = SURVEY DISK
 CX1903_SETTING: 0 = UNSPECIFIED SETTING
 CX1903_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX1903
 CX1903  HISTORY     - Date     Condition        Report By
 CX1903  HISTORY     - 1974     MONUMENTED       NMHD
 CX1903
 CX1903                          STATION DESCRIPTION
 CX1903
 CX1903'DESCRIBED BY NM HIGHWAY DEPT 1974 (CWW)
 CX1903'THE STATION IS LOCATED IN LUNA COUNTY, NEW MEXICO ALONG INTERSTATE
 CX1903'10, 0.1 AIRMILES NORTH OF DEMING, NEW MEXICO AND 28.0 ROADMILES
 CX1903'EAST OF THE GRANT/LUNA COUNTY LINE.
 CX1903'
 CX1903'THE STATION IS AT MILEPOST 80.44.
 CX1903'
 CX1903'TO REACH FROM THE INTERSECTION OF PINE STREET (U.S. 70-80) AND
 CX1903'GOLD AVENUE (U.S. 180) IN DEMING, GO WEST ON PINE STREET 1.0
 CX1903'MILES TO AN APPROACH RAMP TO THE EAST-BOUND LANE OF INTERSTATE
 CX1903'10.  TURN RIGHT ONTO THE RAMP GOING 0.25 MILES ENTERING THE
 CX1903'FREEWAY.  GO EAST ON THE INTERSTATE 0.85 MILES TO THE STATION ON
 CX1903'THE LEFT.  THE STATION IS IN THE ROADWAY MEDIAN 35 FEET NORTH OF
 CX1903'THE CENTERLINE OF THE EAST-BOUND LANE AND 8 FEET NORTH OF THE
 CX1903'GUARDRAIL.
 CX1903'
 CX1903'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 CX1903'DISK SET IN A CONCRETE POST PROJECTING ABOUT SIX INCHES ABOVE
 CX1903'THE GROUND AND STAMPED 3210735010, 1974.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1877 ***********************************************************************
 CX1877  DESIGNATION -  3210735011
 CX1877  PID         -  CX1877
 CX1877  STATE/COUNTY-  NM/LUNA
 CX1877  USGS QUAD   -  DEMING EAST (1965)
 CX1877
 CX1877                         *CURRENT SURVEY CONTROL
 CX1877  ___________________________________________________________________
 CX1877* NAD 83(1992)-  32 16 24.04246(N)    107 44 06.47245(W)     ADJUSTED  
 CX1877* NAVD 88     -      1326.6    (meters)    4352.     (feet)  VERTCON   
 CX1877  ___________________________________________________________________
 CX1877  LAPLACE CORR-           0.49  (seconds)                    DEFLEC99
 CX1877  GEOID HEIGHT-         -24.57  (meters)                     GEOID03
 CX1877
 CX1877  HORZ ORDER  -  SECOND
 CX1877
 CX1877.The horizontal coordinates were established by classical geodetic methods
 CX1877.and adjusted by the National Geodetic Survey in December 1993..
 CX1877
 CX1877.The NAVD 88 height was computed by applying the VERTCON shift value to
 CX1877.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CX1877
 CX1877.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1877
 CX1877.The geoid height was determined by GEOID03.
 CX1877
 CX1877;                    North         East     Units Scale Factor Converg.
 CX1877;SPC NM W     -   141,181.602   839,251.021   MT  0.99991772   +0 03 08.8
 CX1877;SPC NM W     -   463,193.31  2,753,442.72   sFT  0.99991772   +0 03 08.8
 CX1877;UTM  13      - 3,574,019.452   242,379.254   MT  1.00041853   -1 27 40.5
 CX1877
 CX1877!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1877!SPC NM W     -   0.99979561  x   0.99991772  =   0.99971335
 CX1877!UTM  13      -   0.99979561  x   1.00041853  =   1.00021405
 CX1877
 CX1877:                Primary Azimuth Mark                     Grid Az
 CX1877:SPC NM W     -  3210735012                               082 43 51.4
 CX1877:UTM  13      -  3210735012                               084 14 40.7
 CX1877
 CX1877|---------------------------------------------------------------------|
 CX1877| PID    Reference Object                     Distance      Geod. Az  |
 CX1877|                                                           dddmmss.s |
 CX1877| CX1876 3210735012                          APPROX. 2.1 KM 0824700.2 |
 CX1877|---------------------------------------------------------------------|
 CX1877
 CX1877                          SUPERSEDED SURVEY CONTROL
 CX1877
 CX1877  NAD 83(1986)-  32 16 24.04277(N)    107 44 06.47184(W) AD(       ) 2
 CX1877  NAD 27      -  32 16 23.72921(N)    107 44 04.36817(W) AD(       ) 2
 CX1877  NGVD 29 (07/19/86) 1325.9    (m)         4350.     (f) VERT ANG       
 CX1877
 CX1877.Superseded values are not recommended for survey control.
 CX1877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1877.See file dsdata.txt to determine how the superseded data were derived.
 CX1877
 CX1877_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBR4237974019(NAD 83)
 CX1877_MARKER: DD = SURVEY DISK
 CX1877_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX1877_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX1877
 CX1877  HISTORY     - Date     Condition        Report By
 CX1877  HISTORY     - 1974     MONUMENTED       NMHD
 CX1877
 CX1877                          STATION DESCRIPTION
 CX1877
 CX1877'DESCRIBED BY NM HIGHWAY DEPT 1974 (CWW)
 CX1877'THE STATION IS LOCATED IN LUNA COUNTY, NEW MEXICO ALONG INTERSTATE
 CX1877'10, 1.4 AIRMILES EAST-NORTHEAST OF DEMING, NEW MEXICO AND 26.2
 CX1877'ROADMILES WEST OF THE LUNA/DONA ANA COUNTY LINE.
 CX1877'
 CX1877'THE STATION IS AT MILEPOST 83.82.
 CX1877'
 CX1877'TO REACH FROM THE INTERSECTION OF PINE STREET (U.S. 70-80) AND
 CX1877'GOLD AVENUE (U.S. 180) IN DEMING, GO NORTH ON GOLD AVENUE 0.1
 CX1877'MILES TO CEDAR STREET.  TURN RIGHT ONTO CEDAR STREET AND GO EAST
 CX1877'0.7 MILES ENTERING THE FREEWAY.  FROM THIS POINT GO EAST 0.75
 CX1877'MILES TO THE STATION ON THE LEFT.  THE STATION IS 30 FEET NORTH
 CX1877'OF THE CENTERLINE OF THE EAST-BOUND LANE IN THE ROADWAY MEDIAN
 CX1877'4 FEET NORTH OF A GUARD RAIL.
 CX1877'
 CX1877'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 CX1877'DISK SET IN A CONCRETE POST PROJECTING ABOUT SIX INCHES ABOVE
 CX1877'THE GROUND AND STAMPED 3210735011, 1974.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1876 ***********************************************************************
 CX1876  DESIGNATION -  3210735012
 CX1876  PID         -  CX1876
 CX1876  STATE/COUNTY-  NM/LUNA
 CX1876  USGS QUAD   -  DEMING EAST (1965)
 CX1876
 CX1876                         *CURRENT SURVEY CONTROL
 CX1876  ___________________________________________________________________
 CX1876* NAD 83(1992)-  32 16 32.43208(N)    107 42 48.42149(W)     ADJUSTED  
 CX1876* NAVD 88     -      1319.7    (meters)    4330.     (feet)  VERTCON   
 CX1876  ___________________________________________________________________
 CX1876  LAPLACE CORR-           0.79  (seconds)                    DEFLEC99
 CX1876  GEOID HEIGHT-         -24.55  (meters)                     GEOID03
 CX1876
 CX1876  HORZ ORDER  -  SECOND
 CX1876
 CX1876.The horizontal coordinates were established by classical geodetic methods
 CX1876.and adjusted by the National Geodetic Survey in December 1993..
 CX1876
 CX1876.The NAVD 88 height was computed by applying the VERTCON shift value to
 CX1876.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CX1876
 CX1876.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1876
 CX1876.The geoid height was determined by GEOID03.
 CX1876
 CX1876;                    North         East     Units Scale Factor Converg.
 CX1876;SPC NM W     -   141,442.084   841,293.151   MT  0.99991824   +0 03 50.5
 CX1876;SPC NM W     -   464,047.90  2,760,142.61   sFT  0.99991824   +0 03 50.5
 CX1876;UTM  13      - 3,574,225.999   244,428.565   MT  1.00040555   -1 26 59.1
 CX1876
 CX1876!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1876!SPC NM W     -   0.99979669  x   0.99991824  =   0.99971495
 CX1876!UTM  13      -   0.99979669  x   1.00040555  =   1.00020216
 CX1876
 CX1876:                Primary Azimuth Mark                     Grid Az
 CX1876:SPC NM W     -  3210735013                               075 00 06.4
 CX1876:UTM  13      -  3210735013                               076 30 56.0
 CX1876
 CX1876|---------------------------------------------------------------------|
 CX1876| PID    Reference Object                     Distance      Geod. Az  |
 CX1876|                                                           dddmmss.s |
 CX1876| CX1875 3210735013                          APPROX. 2.4 KM 0750356.9 |
 CX1876|---------------------------------------------------------------------|
 CX1876
 CX1876                          SUPERSEDED SURVEY CONTROL
 CX1876
 CX1876  NAD 83(1986)-  32 16 32.43253(N)    107 42 48.42090(W) AD(       ) 2
 CX1876  NAD 27      -  32 16 32.11895(N)    107 42 46.31949(W) AD(       ) 2
 CX1876  NGVD 29 (07/19/86) 1319.0    (m)         4327.     (f) VERT ANG       
 CX1876
 CX1876.Superseded values are not recommended for survey control.
 CX1876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1876.See file dsdata.txt to determine how the superseded data were derived.
 CX1876
 CX1876_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBR4442974226(NAD 83)
 CX1876_MARKER: DD = SURVEY DISK
 CX1876_SETTING: 0 = UNSPECIFIED SETTING
 CX1876_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX1876
 CX1876  HISTORY     - Date     Condition        Report By
 CX1876  HISTORY     - 1974     MONUMENTED       NMHD
 CX1876
 CX1876                          STATION DESCRIPTION
 CX1876
 CX1876'DESCRIBED BY NM HIGHWAY DEPT 1974 (CWW)
 CX1876'THE STATION IS LOCATED IN LUNA COUNTY, NEW MEXICO ALONG INTERSTATE
 CX1876'10, 2.7 AIRMILES EAST OF DEMING, NEW MEXICO AND 24.9 ROADMILES
 CX1876'WEST OF THE LUNA/DONA ANA COUNTY LINE.
 CX1876'
 CX1876'THE STATION IS AT MILEPOST 85.10.
 CX1876'
 CX1876'TO REACH FROM THE INTERSECTION OF PINE STREET (U.S. 70-80) AND
 CX1876'GOLD AVENUE (U.S. 180) IN DEMING, GO NORTH ON GOLD AVENUE 0.1
 CX1876'MILES TO CEDAR STREET.  TURN RIGHT ONTO CEDAR STREET AND GO EAST
 CX1876'0.7 MILES ENTERING THE FREEWAY.  FROM THIS POINT GO EAST 2.0 MILES
 CX1876'TO THE STATION ON THE RIGHT.  THE STATION IS 100 FEET SOUTH OF
 CX1876'THE CENTERLINE OF THE EAST-BOUND LANE ON AN OVERPASS NEAR THE
 CX1876'SOUTHWEST CORNER OF THE BRIDGE AND 20 FEET WEST OF THE CENTERLINE
 CX1876'OF THE OVERPASS ROAD.
 CX1876'
 CX1876'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 CX1876'DISK SET IN A CONCRETE POST PROJECTING ABOUT SIX INCHES ABOVE THE
 CX1876'GROUND AND STAMPED 3210735012, 1974.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1875 ***********************************************************************
 CX1875  DESIGNATION -  3210735013
 CX1875  PID         -  CX1875
 CX1875  STATE/COUNTY-  NM/LUNA
 CX1875  USGS QUAD   -  DEMING EAST (1965)
 CX1875
 CX1875                         *CURRENT SURVEY CONTROL
 CX1875  ___________________________________________________________________
 CX1875* NAD 83(1992)-  32 16 52.78702(N)    107 41 18.54666(W)     ADJUSTED  
 CX1875* NAVD 88     -      1306.8    (meters)    4287.     (feet)  VERTCON   
 CX1875  ___________________________________________________________________
 CX1875  LAPLACE CORR-           1.17  (seconds)                    DEFLEC99
 CX1875  GEOID HEIGHT-         -24.52  (meters)                     GEOID03
 CX1875
 CX1875  HORZ ORDER  -  SECOND
 CX1875
 CX1875.The horizontal coordinates were established by classical geodetic methods
 CX1875.and adjusted by the National Geodetic Survey in December 1993..
 CX1875
 CX1875.The NAVD 88 height was computed by applying the VERTCON shift value to
 CX1875.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CX1875
 CX1875.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1875
 CX1875.The geoid height was determined by GEOID03.
 CX1875
 CX1875;                    North         East     Units Scale Factor Converg.
 CX1875;SPC NM W     -   142,071.932   843,644.069   MT  0.99991896   +0 04 38.5
 CX1875;SPC NM W     -   466,114.33  2,767,855.58   sFT  0.99991896   +0 04 38.5
 CX1875;UTM  13      - 3,574,793.790   246,796.437   MT  1.00039069   -1 26 11.8
 CX1875
 CX1875!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1875!SPC NM W     -   0.99979871  x   0.99991896  =   0.99971769
 CX1875!UTM  13      -   0.99979871  x   1.00039069  =   1.00018932
 CX1875
 CX1875:                Primary Azimuth Mark                     Grid Az
 CX1875:SPC NM W     -  3210735014                               083 28 20.7
 CX1875:UTM  13      -  3210735014                               084 59 11.0
 CX1875
 CX1875|---------------------------------------------------------------------|
 CX1875| PID    Reference Object                     Distance      Geod. Az  |
 CX1875|                                                           dddmmss.s |
 CX1875| CX1874 3210735014                          APPROX. 2.0 KM 0833259.2 |
 CX1875|---------------------------------------------------------------------|
 CX1875
 CX1875                          SUPERSEDED SURVEY CONTROL
 CX1875
 CX1875  NAD 83(1986)-  32 16 52.78764(N)    107 41 18.54610(W) AD(       ) 2
 CX1875  NAD 27      -  32 16 52.47470(N)    107 41 16.44666(W) AD(       ) 2
 CX1875  NGVD 29 (07/19/86) 1306.1    (m)         4285.     (f) VERT ANG       
 CX1875
 CX1875.Superseded values are not recommended for survey control.
 CX1875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1875.See file dsdata.txt to determine how the superseded data were derived.
 CX1875
 CX1875_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBR4679674794(NAD 83)
 CX1875_MARKER: DD = SURVEY DISK
 CX1875_SETTING: 0 = UNSPECIFIED SETTING
 CX1875_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX1875
 CX1875  HISTORY     - Date     Condition        Report By
 CX1875  HISTORY     - 1974     MONUMENTED       NMHD
 CX1875
 CX1875                          STATION DESCRIPTION
 CX1875
 CX1875'DESCRIBED BY NM HIGHWAY DEPT 1974 (CWW)
 CX1875'THE STATION IS LOCATED IN LUNA COUNTY, NEW MEXICO ALONG
 CX1875'INTERSTATE 10, 4.2 AIRMILES EAST-NORTHEAST OF DEMING, NEW MEXICO
 CX1875'AND 23.4 ROADMILES WEST OF THE LUNA/DONA ANA COUNTY LINE.
 CX1875'
 CX1875'THE STATION IS AT MILEPOST 86.61.
 CX1875'
 CX1875'TO REACH FROM THE INTERSECTION OF PINE STREET (U.S. 70-80)
 CX1875'AND GOLD AVENUE (U.S. 180) IN DEMING, GO NORTH ON GOLD AVENUE
 CX1875'0.1 MILES TO CEDAR STREET.  TURN RIGHT ONTO CEDAR STREET AND GO
 CX1875'EAST 0.7 MILES ENTERING THE FREEWAY.  FROM THIS POINT GO EAST
 CX1875'3.5 MILES TO THE STATION ON THE RIGHT.  THE STATION IS 77 FEET
 CX1875'SOUTH OF THE CENTERLINE OF THE EAST-BOUND LANE AND 6 FEET NORTH
 CX1875'OF THE SOUTH RIGHT OF WAY FENCE.
 CX1875'
 CX1875'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 CX1875'DISK SET IN A CONCRETE POST PROJECTING ABOUT SIX INCHES ABOVE THE
 CX1875'GROUND AND STAMPED 3210735013, 1974.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1874 ***********************************************************************
 CX1874  DESIGNATION -  3210735014
 CX1874  PID         -  CX1874
 CX1874  STATE/COUNTY-  NM/LUNA
 CX1874  USGS QUAD   -  DEMING EAST (1965)
 CX1874
 CX1874                         *CURRENT SURVEY CONTROL
 CX1874  ___________________________________________________________________
 CX1874* NAD 83(1992)-  32 17 00.05237(N)    107 40 02.83138(W)     ADJUSTED  
 CX1874* NAVD 88     -      1304.1    (meters)    4279.     (feet)  VERTCON   
 CX1874  ___________________________________________________________________
 CX1874  LAPLACE CORR-           1.38  (seconds)                    DEFLEC99
 CX1874  GEOID HEIGHT-         -24.49  (meters)                     GEOID03
 CX1874
 CX1874  HORZ ORDER  -  SECOND
 CX1874
 CX1874.The horizontal coordinates were established by classical geodetic methods
 CX1874.and adjusted by the National Geodetic Survey in December 1993..
 CX1874
 CX1874.The NAVD 88 height was computed by applying the VERTCON shift value to
 CX1874.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CX1874
 CX1874.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1874
 CX1874.The geoid height was determined by GEOID03.
 CX1874
 CX1874;                    North         East     Units Scale Factor Converg.
 CX1874;SPC NM W     -   142,298.579   845,624.850   MT  0.99991968   +0 05 19.0
 CX1874;SPC NM W     -   466,857.92  2,774,354.20   sFT  0.99991968   +0 05 19.0
 CX1874;UTM  13      - 3,574,968.105   248,783.440   MT  1.00037833   -1 25 31.6
 CX1874
 CX1874!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1874!SPC NM W     -   0.99979913  x   0.99991968  =   0.99971883
 CX1874!UTM  13      -   0.99979913  x   1.00037833  =   1.00017739
 CX1874
 CX1874:                Primary Azimuth Mark                     Grid Az
 CX1874:SPC NM W     -  3210735015                               083 23 58.8
 CX1874:UTM  13      -  3210735015                               084 54 49.4
 CX1874
 CX1874|---------------------------------------------------------------------|
 CX1874| PID    Reference Object                     Distance      Geod. Az  |
 CX1874|                                                           dddmmss.s |
 CX1874| CX1873 3210735015                          APPROX. 2.2 KM 0832917.8 |
 CX1874|---------------------------------------------------------------------|
 CX1874
 CX1874                          SUPERSEDED SURVEY CONTROL
 CX1874
 CX1874  NAD 83(1986)-  32 17 00.05312(N)    107 40 02.83087(W) AD(       ) 2
 CX1874  NAD 27      -  32 16 59.74027(N)    107 40 00.73309(W) AD(       ) 2
 CX1874  NGVD 29 (07/19/86) 1303.4    (m)         4276.     (f) VERT ANG       
 CX1874
 CX1874.Superseded values are not recommended for survey control.
 CX1874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1874.See file dsdata.txt to determine how the superseded data were derived.
 CX1874
 CX1874_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBR4878374968(NAD 83)
 CX1874_MARKER: DD = SURVEY DISK
 CX1874_SETTING: 0 = UNSPECIFIED SETTING
 CX1874_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX1874
 CX1874  HISTORY     - Date     Condition        Report By
 CX1874  HISTORY     - 1974     MONUMENTED       NMHD
 CX1874
 CX1874                          STATION DESCRIPTION
 CX1874
 CX1874'DESCRIBED BY NM HIGHWAY DEPT 1974 (CWW)
 CX1874'THE STATION IS LOCATED IN LUNA COUNTY, NEW MEXICO ALONG
 CX1874'INTERSTATE 10, 5.4 AIRMILES EAST OF DEMING, NEW MEXICO AND
 CX1874'22.2 ROADMILES WEST OF THE LUNA/DONA ANA COUNTY LINE.
 CX1874'
 CX1874'THE STATION IS AT MILEPOST 87.85.
 CX1874'
 CX1874'TO REACH FROM THE INTERSECTION OF PINE STREET (U.S. 70-80)
 CX1874'AND GOLD AVENUE (U.S. 180) IN DEMING, GO NORTH ON GOLD AVENUE
 CX1874'0.1 MILES TO CEDAR STREET.  TURN RIGHT ONTO CEDAR STREET AND GO
 CX1874'EAST 0.7 MILES ENTERING THE FREEWAY.  FROM THIS POINT GO EAST
 CX1874'4.8 MILES TO THE STATION ON THE RIGHT.  THE STATION IS 77 FEET
 CX1874'SOUTH OF THE CENTERLINE OF THE EAST-BOUND LANE AND 8 FEET NORTH
 CX1874'OF THE SOUTH RIGHT OF WAY FENCE.
 CX1874'
 CX1874'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 CX1874'DISK SET IN A CONCRETE POST PROJECTING ABOUT SIX INCHES ABOVE THE
 CX1874'GROUND AND STAMPED 3210735014, 1974.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1873 ***********************************************************************
 CX1873  DESIGNATION -  3210735015
 CX1873  PID         -  CX1873
 CX1873  STATE/COUNTY-  NM/LUNA
 CX1873  USGS QUAD   -  DEMING EAST (1965)
 CX1873
 CX1873                         *CURRENT SURVEY CONTROL
 CX1873  ___________________________________________________________________
 CX1873* NAD 83(1992)-  32 17 08.23793(N)    107 38 38.32914(W)     ADJUSTED  
 CX1873* NAVD 88     -      1298.4    (meters)    4260.     (feet)  VERTCON   
 CX1873  ___________________________________________________________________
 CX1873  LAPLACE CORR-           1.36  (seconds)                    DEFLEC99
 CX1873  GEOID HEIGHT-         -24.45  (meters)                     GEOID03
 CX1873
 CX1873  HORZ ORDER  -  SECOND
 CX1873
 CX1873.The horizontal coordinates were established by classical geodetic methods
 CX1873.and adjusted by the National Geodetic Survey in December 1993..
 CX1873
 CX1873.The NAVD 88 height was computed by applying the VERTCON shift value to
 CX1873.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CX1873
 CX1873.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1873
 CX1873.The geoid height was determined by GEOID03.
 CX1873
 CX1873;                    North         East     Units Scale Factor Converg.
 CX1873;SPC NM W     -   142,554.362   847,835.400   MT  0.99992059   +0 06 04.1
 CX1873;SPC NM W     -   467,697.10  2,781,606.64   sFT  0.99992059   +0 06 04.1
 CX1873;UTM  13      - 3,575,165.478   251,000.977   MT  1.00036465   -1 24 46.7
 CX1873
 CX1873!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1873!SPC NM W     -   0.99980002  x   0.99992059  =   0.99972063
 CX1873!UTM  13      -   0.99980002  x   1.00036465  =   1.00016460
 CX1873
 CX1873:                Primary Azimuth Mark                     Grid Az
 CX1873:SPC NM W     -  3210735016                               091 30 19.1
 CX1873:UTM  13      -  3210735016                               093 01 09.9
 CX1873
 CX1873|---------------------------------------------------------------------|
 CX1873| PID    Reference Object                     Distance      Geod. Az  |
 CX1873|                                                           dddmmss.s |
 CX1873| CX1870 3210735016                          APPROX. 2.8 KM 0913623.2 |
 CX1873|---------------------------------------------------------------------|
 CX1873
 CX1873                          SUPERSEDED SURVEY CONTROL
 CX1873
 CX1873  NAD 83(1986)-  32 17 08.23884(N)    107 38 38.32863(W) AD(       ) 2
 CX1873  NAD 27      -  32 17 07.92600(N)    107 38 36.23267(W) AD(       ) 2
 CX1873  NGVD 29 (07/19/86) 1297.7    (m)         4258.     (f) VERT ANG       
 CX1873
 CX1873.Superseded values are not recommended for survey control.
 CX1873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1873.See file dsdata.txt to determine how the superseded data were derived.
 CX1873
 CX1873_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBR5100175165(NAD 83)
 CX1873_MARKER: DD = SURVEY DISK
 CX1873_SETTING: 0 = UNSPECIFIED SETTING
 CX1873_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX1873
 CX1873  HISTORY     - Date     Condition        Report By
 CX1873  HISTORY     - 1974     MONUMENTED       NMHD
 CX1873
 CX1873                          STATION DESCRIPTION
 CX1873
 CX1873'DESCRIBED BY NM HIGHWAY DEPT 1974 (CWW)
 CX1873'THE STATION IS LOCATED IN LUNA COUNTY, NEW MEXICO ALONG
 CX1873'INTERSTATE 10, 6.8 AIRMILES EAST OF DEMING, NEW MEXICO AND 20.8
 CX1873'ROADMILES WEST OF THE LUNA/DONA ANA COUNTY LINE.
 CX1873'
 CX1873'THE STATION IS AT MILEPOST 89.23.
 CX1873'
 CX1873'TO REACH FROM THE INTERSECTION OF PINE STREET (U.S. 70-80)
 CX1873'AND GOLD AVENUE (U.S. 180) IN DEMING, GO NORTH ON GOLD AVENUE
 CX1873'0.1 MILES TO CEDAR STREET.  TURN RIGHT ONTO CEDAR STREET AND GO
 CX1873'EAST 0.7 MILES ENTERING THE FREEWAY.  FROM THIS POINT GO EAST
 CX1873'6.2 MILES TO THE STATION ON THE RIGHT.  THE STATION IS 65 FEET
 CX1873'SOUTH OF THE CENTERLINE OF THE EAST-BOUND LANE AND 20 FEET NORTH
 CX1873'OF THE SOUTH RIGHT OF WAY FENCE.
 CX1873'
 CX1873'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 CX1873'DISK SET IN A CONCRETE POST PROJECTING ABOUT SIX INCHES ABOVE THE
 CX1873'GROUND AND STAMPED 3210735015, 1974.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1870 ***********************************************************************
 CX1870  DESIGNATION -  3210735016
 CX1870  PID         -  CX1870
 CX1870  STATE/COUNTY-  NM/LUNA
 CX1870  USGS QUAD   -  CARNE (1965)
 CX1870
 CX1870                         *CURRENT SURVEY CONTROL
 CX1870  ___________________________________________________________________
 CX1870* NAD 83(1992)-  32 17 05.69351(N)    107 36 52.04742(W)     ADJUSTED  
 CX1870* NAVD 88     -      1289.1    (meters)    4229.     (feet)  VERTCON   
 CX1870  ___________________________________________________________________
 CX1870  LAPLACE CORR-           1.01  (seconds)                    DEFLEC99
 CX1870  GEOID HEIGHT-         -24.41  (meters)                     GEOID03
 CX1870
 CX1870  HORZ ORDER  -  SECOND
 CX1870
 CX1870.The horizontal coordinates were established by classical geodetic methods
 CX1870.and adjusted by the National Geodetic Survey in December 1993..
 CX1870
 CX1870.The NAVD 88 height was computed by applying the VERTCON shift value to
 CX1870.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CX1870
 CX1870.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1870
 CX1870.The geoid height was determined by GEOID03.
 CX1870
 CX1870;                    North         East     Units Scale Factor Converg.
 CX1870;SPC NM W     -   142,481.283   850,616.346   MT  0.99992191   +0 07 00.9
 CX1870;SPC NM W     -   467,457.34  2,790,730.46   sFT  0.99992191   +0 07 00.9
 CX1870;UTM  13      - 3,575,018.880   253,780.229   MT  1.00034767   -1 23 49.8
 CX1870
 CX1870!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1870!SPC NM W     -   0.99980146  x   0.99992191  =   0.99972339
 CX1870!UTM  13      -   0.99980146  x   1.00034767  =   1.00014906
 CX1870
 CX1870:                Primary Azimuth Mark                     Grid Az
 CX1870:SPC NM W     -  3210735017                               097 14 44.4
 CX1870:UTM  13      -  3210735017                               098 45 35.1
 CX1870
 CX1870|---------------------------------------------------------------------|
 CX1870| PID    Reference Object                     Distance      Geod. Az  |
 CX1870|                                                           dddmmss.s |
 CX1870| CX1869 3210735017                          APPROX. 1.3 KM 0972145.3 |
 CX1870|---------------------------------------------------------------------|
 CX1870
 CX1870                          SUPERSEDED SURVEY CONTROL
 CX1870
 CX1870  NAD 83(1986)-  32 17 05.69461(N)    107 36 52.04692(W) AD(       ) 2
 CX1870  NAD 27      -  32 17 05.38129(N)    107 36 49.95322(W) AD(       ) 2
 CX1870  NGVD 29 (07/19/86) 1288.5    (m)         4227.     (f) VERT ANG       
 CX1870
 CX1870.Superseded values are not recommended for survey control.
 CX1870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1870.See file dsdata.txt to determine how the superseded data were derived.
 CX1870
 CX1870_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBR5378075019(NAD 83)
 CX1870_MARKER: DD = SURVEY DISK
 CX1870_SETTING: 0 = UNSPECIFIED SETTING
 CX1870_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX1870
 CX1870  HISTORY     - Date     Condition        Report By
 CX1870  HISTORY     - 1974     MONUMENTED       NMHD
 CX1870
 CX1870                          STATION DESCRIPTION
 CX1870
 CX1870'DESCRIBED BY NM HIGHWAY DEPT 1974 (CWW)
 CX1870'THE STATION IS LOCATED IN LUNA COUNTY, NEW MEXICO ALONG
 CX1870'INTERSTATE 10, 8.5 AIRMILES EAST OF DEMING, NEW MEXICO AND
 CX1870'19.06 ROADMILES WEST OF THE LUNA/DONA ANA COUNTY LINE.
 CX1870'
 CX1870'THE STATION IS AT MILEPOST 90.95.
 CX1870'
 CX1870'TO REACH FROM THE INTERSECTION OF PINE STREET (U.S. 70-80)
 CX1870'AND GOLD AVENUE (U.S. 180) IN DEMING, GO NORTH ON GOLD AVENUE
 CX1870'0.1 MILES TO CEDAR STREET.  TURN RIGHT ONTO CEDAR STREET AND GO
 CX1870'EAST 0.7 MILES ENTERING THE FREEWAY.  FROM THIS POINT GO EAST
 CX1870'7.9 MILES TO THE STATION ON THE RIGHT.  THE STATION IS 79 FEET
 CX1870'SOUTH OF THE CENTERLINE OF THE EAST-BOUND LANE AND 5 FEET NORTH
 CX1870'OF THE SOUTH RIGHT OF WAY FENCE.
 CX1870'
 CX1870'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 CX1870'DISK SET IN A CONCRETE POST PROJECTING ABOUT SIX INCHES ABOVE THE
 CX1870'GROUND AND STAMPED 3210735016, 1974.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1869 ***********************************************************************
 CX1869  DESIGNATION -  3210735017
 CX1869  PID         -  CX1869
 CX1869  STATE/COUNTY-  NM/LUNA
 CX1869  USGS QUAD   -  CARNE (1965)
 CX1869
 CX1869                         *CURRENT SURVEY CONTROL
 CX1869  ___________________________________________________________________
 CX1869* NAD 83(1992)-  32 17 00.40145(N)    107 36 03.85818(W)     ADJUSTED  
 CX1869* NAVD 88     -      1284.2    (meters)    4213.     (feet)  VERTCON   
 CX1869  ___________________________________________________________________
 CX1869  LAPLACE CORR-           0.84  (seconds)                    DEFLEC99
 CX1869  GEOID HEIGHT-         -24.40  (meters)                     GEOID03
 CX1869
 CX1869  HORZ ORDER  -  SECOND
 CX1869
 CX1869.The horizontal coordinates were established by classical geodetic methods
 CX1869.and adjusted by the National Geodetic Survey in December 1993..
 CX1869
 CX1869.The NAVD 88 height was computed by applying the VERTCON shift value to
 CX1869.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CX1869
 CX1869.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1869
 CX1869.The geoid height was determined by GEOID03.
 CX1869
 CX1869;                    North         East     Units Scale Factor Converg.
 CX1869;SPC NM W     -   142,320.934   851,877.547   MT  0.99992257   +0 07 26.6
 CX1869;SPC NM W     -   466,931.26  2,794,868.25   sFT  0.99992257   +0 07 26.6
 CX1869;UTM  13      - 3,574,825.183   255,037.283   MT  1.00034006   -1 23 23.8
 CX1869
 CX1869!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1869!SPC NM W     -   0.99980223  x   0.99992257  =   0.99972481
 CX1869!UTM  13      -   0.99980223  x   1.00034006  =   1.00014222
 CX1869
 CX1869:                Primary Azimuth Mark                     Grid Az
 CX1869:SPC NM W     -  3210735018                               097 13 04.8
 CX1869:UTM  13      -  3210735018                               098 43 55.2
 CX1869
 CX1869|---------------------------------------------------------------------|
 CX1869| PID    Reference Object                     Distance      Geod. Az  |
 CX1869|                                                           dddmmss.s |
 CX1869| CX1868 3210735018                          APPROX. 2.7 KM 0972031.4 |
 CX1869|---------------------------------------------------------------------|
 CX1869
 CX1869                          SUPERSEDED SURVEY CONTROL
 CX1869
 CX1869  NAD 83(1986)-  32 17 00.40263(N)    107 36 03.85764(W) AD(       ) 2
 CX1869  NAD 27      -  32 17 00.08896(N)    107 36 01.76507(W) AD(       ) 2
 CX1869  NGVD 29 (07/19/86) 1283.6    (m)         4211.     (f) VERT ANG       
 CX1869
 CX1869.Superseded values are not recommended for survey control.
 CX1869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1869.See file dsdata.txt to determine how the superseded data were derived.
 CX1869
 CX1869_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBR5503774825(NAD 83)
 CX1869_MARKER: DD = SURVEY DISK
 CX1869_SETTING: 0 = UNSPECIFIED SETTING
 CX1869_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX1869
 CX1869  HISTORY     - Date     Condition        Report By
 CX1869  HISTORY     - 1974     MONUMENTED       NMHD
 CX1869
 CX1869                          STATION DESCRIPTION
 CX1869
 CX1869'DESCRIBED BY NM HIGHWAY DEPT 1974 (CWW)
 CX1869'THE STATION IS LOCATED IN LUNA COUNTY, NEW MEXICO ALONG
 CX1869'INTERSTATE 10, 9.3 AIRMILES EAST OF DEMING, NEW MEXICO AND
 CX1869'18.27 ROADMILES WEST OF THE LUNA/DONA ANA COUNTY LINE.
 CX1869'
 CX1869'THE STATION IS AT MILEPOST 91.74.
 CX1869'
 CX1869'TO REACH FROM THE INTERSECTION OF PINE STREET (U.S. 70-80)
 CX1869'AND GOLD AVENUE (U.S. 180) IN DEMING, GO NORTH ON GOLD AVENUE
 CX1869'0.1 MILES TO CEDAR STREET.  TURN RIGHT ONTO CEDAR STREET AND GO
 CX1869'EAST 0.7 MILES ENTERING THE FREEWAY.  FROM THIS POINT GO EAST
 CX1869'8.7 MILES TO THE STATION ON THE RIGHT.  THE STATION IS 77 FEET
 CX1869'SOUTH OF THE CENTERLINE OF THE EAST-BOUND LANE AND 7 FEET NORTH
 CX1869'OF THE SOUTH RIGHT OF WAY FENCE.
 CX1869'
 CX1869'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 CX1869'DISK SET IN A CONCRETE POST PROJECTING ABOUT SIX INCHES ABOVE THE
 CX1869'GROUND AND STAMPED 3210735017, 1974.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1868 ***********************************************************************
 CX1868  DESIGNATION -  3210735018
 CX1868  PID         -  CX1868
 CX1868  STATE/COUNTY-  NM/LUNA
 CX1868  USGS QUAD   -  CARNE (1965)
 CX1868
 CX1868                         *CURRENT SURVEY CONTROL
 CX1868  ___________________________________________________________________
 CX1868* NAD 83(1992)-  32 16 49.02912(N)    107 34 20.07136(W)     ADJUSTED  
 CX1868* NAVD 88     -      1283.4    (meters)    4211.     (feet)  VERTCON   
 CX1868  ___________________________________________________________________
 CX1868  LAPLACE CORR-           0.66  (seconds)                    DEFLEC99
 CX1868  GEOID HEIGHT-         -24.40  (meters)                     GEOID03
 CX1868
 CX1868  HORZ ORDER  -  SECOND
 CX1868
 CX1868.The horizontal coordinates were established by classical geodetic methods
 CX1868.and adjusted by the National Geodetic Survey in December 1993..
 CX1868
 CX1868.The NAVD 88 height was computed by applying the VERTCON shift value to
 CX1868.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CX1868
 CX1868.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1868
 CX1868.The geoid height was determined by GEOID03.
 CX1868
 CX1868;                    North         East     Units Scale Factor Converg.
 CX1868;SPC NM W     -   141,976.902   854,593.977   MT  0.99992412   +0 08 22.0
 CX1868;SPC NM W     -   465,802.55  2,803,780.41   sFT  0.99992412   +0 08 22.0
 CX1868;UTM  13      - 3,574,409.333   257,744.781   MT  1.00032379   -1 22 27.9
 CX1868
 CX1868!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1868!SPC NM W     -   0.99980235  x   0.99992412  =   0.99972649
 CX1868!UTM  13      -   0.99980235  x   1.00032379  =   1.00012608
 CX1868
 CX1868:                Primary Azimuth Mark                     Grid Az
 CX1868:SPC NM W     -  3210735019                               105 44 19.1
 CX1868:UTM  13      -  3210735019                               107 15 09.0
 CX1868
 CX1868|---------------------------------------------------------------------|
 CX1868| PID    Reference Object                     Distance      Geod. Az  |
 CX1868|                                                           dddmmss.s |
 CX1868| CX1867 3210735019                          APPROX. 2.3 KM 1055241.1 |
 CX1868|---------------------------------------------------------------------|
 CX1868
 CX1868                          SUPERSEDED SURVEY CONTROL
 CX1868
 CX1868  NAD 83(1986)-  32 16 49.03046(N)    107 34 20.07076(W) AD(       ) 2
 CX1868  NAD 27      -  32 16 48.71603(N)    107 34 17.98045(W) AD(       ) 2
 CX1868  NGVD 29 (07/19/86) 1282.8    (m)         4209.     (f) VERT ANG       
 CX1868
 CX1868.Superseded values are not recommended for survey control.
 CX1868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1868.See file dsdata.txt to determine how the superseded data were derived.
 CX1868
 CX1868_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBR5774574409(NAD 83)
 CX1868_MARKER: DD = SURVEY DISK
 CX1868_SETTING: 0 = UNSPECIFIED SETTING
 CX1868_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX1868
 CX1868  HISTORY     - Date     Condition        Report By
 CX1868  HISTORY     - 1974     MONUMENTED       NMHD
 CX1868
 CX1868                          STATION DESCRIPTION
 CX1868
 CX1868'DESCRIBED BY NM HIGHWAY DEPT 1974 (CWW)
 CX1868'THE STATION IS LOCATED IN LUNA COUNTY, NEW MEXICO ALONG
 CX1868'INTERSTATE 10, 10.9 AIRMILES EAST OF DEMING, NEW MEXICO AND
 CX1868'16.6 ROADMILES WEST OF THE LUNA/DONA ANA COUNTY LINE.
 CX1868'
 CX1868'THE STATION IS AT MILEPOST 93.44.
 CX1868'
 CX1868'TO REACH FROM THE INTERSECTION OF PINE STREET (U.S. 70-80)
 CX1868'AND GOLD AVENUE (U.S. 180) IN DEMING, GO NORTH ON GOLD AVENUE
 CX1868'0.1 MILES TO CEDAR STREET.  TURN RIGHT ONTO CEDAR STREET AND GO
 CX1868'EAST 0.7 MILES ENTERING THE FREEWAY.  FROM THIS POINT GO EAST
 CX1868'10.4 MILES TO THE STATION ON THE RIGHT.  THE STATION IS 72 FEET
 CX1868'SOUTH OF THE CENTERLINE OF THE EAST-BOUND LANE NEAR THE
 CX1868'SOUTHWEST CORNER OF AN OVERPASS BRIDGE AND 21 FEET WEST OF THE
 CX1868'CENTERLINE OF THE OVERPASS ROAD.
 CX1868'
 CX1868'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 CX1868'DISK SET IN A CONCRETE POST PROJECTING ABOUT SIX INCHES ABOVE THE
 CX1868'GROUND AND STAMPED 3210735018, 1974.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1867 ***********************************************************************
 CX1867  DESIGNATION -  3210735019
 CX1867  PID         -  CX1867
 CX1867  STATE/COUNTY-  NM/LUNA
 CX1867  USGS QUAD   -  CARNE (1965)
 CX1867
 CX1867                         *CURRENT SURVEY CONTROL
 CX1867  ___________________________________________________________________
 CX1867* NAD 83(1992)-  32 16 28.21088(N)    107 32 53.95677(W)     ADJUSTED  
 CX1867* NAVD 88     -      1272.1    (meters)    4174.     (feet)  VERTCON   
 CX1867  ___________________________________________________________________
 CX1867  LAPLACE CORR-           0.66  (seconds)                    DEFLEC99
 CX1867  GEOID HEIGHT-         -24.39  (meters)                     GEOID03
 CX1867
 CX1867  HORZ ORDER  -  SECOND
 CX1867
 CX1867.The horizontal coordinates were established by classical geodetic methods
 CX1867.and adjusted by the National Geodetic Survey in December 1993..
 CX1867
 CX1867.The NAVD 88 height was computed by applying the VERTCON shift value to
 CX1867.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CX1867
 CX1867.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1867
 CX1867.The geoid height was determined by GEOID03.
 CX1867
 CX1867;                    North         East     Units Scale Factor Converg.
 CX1867;SPC NM W     -   141,341.417   856,848.944   MT  0.99992555   +0 09 07.9
 CX1867;SPC NM W     -   463,717.63  2,811,178.58   sFT  0.99992555   +0 09 07.9
 CX1867;UTM  13      - 3,573,714.230   259,983.052   MT  1.00031047   -1 21 41.0
 CX1867
 CX1867!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1867!SPC NM W     -   0.99980413  x   0.99992555  =   0.99972969
 CX1867!UTM  13      -   0.99980413  x   1.00031047  =   1.00011454
 CX1867
 CX1867:                Primary Azimuth Mark                     Grid Az
 CX1867:SPC NM W     -  3210735020                               109 35 23.7
 CX1867:UTM  13      -  3210735020                               111 06 12.6
 CX1867
 CX1867|---------------------------------------------------------------------|
 CX1867| PID    Reference Object                     Distance      Geod. Az  |
 CX1867|                                                           dddmmss.s |
 CX1867| CX1866 3210735020                          APPROX. 2.3 KM 1094431.6 |
 CX1867|---------------------------------------------------------------------|
 CX1867
 CX1867                          SUPERSEDED SURVEY CONTROL
 CX1867
 CX1867  NAD 83(1986)-  32 16 28.21237(N)    107 32 53.95611(W) AD(       ) 2
 CX1867  NAD 27      -  32 16 27.89706(N)    107 32 51.86818(W) AD(       ) 2
 CX1867  NGVD 29 (07/19/86) 1271.5    (m)         4172.     (f) VERT ANG       
 CX1867
 CX1867.Superseded values are not recommended for survey control.
 CX1867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1867.See file dsdata.txt to determine how the superseded data were derived.
 CX1867
 CX1867_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBR5998373714(NAD 83)
 CX1867_MARKER: DD = SURVEY DISK
 CX1867_SETTING: 0 = UNSPECIFIED SETTING
 CX1867_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX1867
 CX1867  HISTORY     - Date     Condition        Report By
 CX1867  HISTORY     - 1974     MONUMENTED       NMHD
 CX1867
 CX1867                          STATION DESCRIPTION
 CX1867
 CX1867'DESCRIBED BY NM HIGHWAY DEPT 1974 (CWW)
 CX1867'THE STATION IS LOCATED IN LUNA COUNTY, NEW MEXICO ALONG
 CX1867'INTERSTATE 10, 12.3 AIRMILES EAST OF DEMING, NEW MEXICO AND
 CX1867'15.1 ROADMILES WEST OF THE LUNA/DONA ANA COUNTY LINE.
 CX1867'
 CX1867'THE STATION IS AT MILEPOST 95.00.
 CX1867'
 CX1867'TO REACH FROM THE INTERSECTION OF PINE STREET (U.S. 70-80)
 CX1867'AND GOLD AVENUE (U.S. 180) IN DEMING, GO NORTH ON GOLD AVENUE
 CX1867'0.1 MILES TO CEDAR STREET.  TURN RIGHT ONTO CEDAR STREET AND GO
 CX1867'EAST 0.7 MILES ENTERING THE FREEWAY.  FROM THIS POINT GO EAST
 CX1867'11.9 MILES TO THE STATION ON THE RIGHT.  THE STATION IS 75 FEET
 CX1867'SOUTH OF THE CENTERLINE OF THE EAST-BOUND LANE AND 9 FEET NORTH
 CX1867'OF THE SOUTH RIGHT OF WAY FENCE.
 CX1867'
 CX1867'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 CX1867'DISK SET IN A CONCRETE POST PROJECTING ABOUT SIX INCHES ABOVE THE
 CX1867'GROUND AND STAMPED 3210735019, 1974.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1866 ***********************************************************************
 CX1866  DESIGNATION -  3210735020
 CX1866  PID         -  CX1866
 CX1866  STATE/COUNTY-  NM/LUNA
 CX1866  USGS QUAD   -  CARNE (1965)
 CX1866
 CX1866                         *CURRENT SURVEY CONTROL
 CX1866  ___________________________________________________________________
 CX1866* NAD 83(1992)-  32 16 02.72408(N)    107 31 30.39665(W)     ADJUSTED  
 CX1866* NAVD 88     -      1267.9    (meters)    4160.     (feet)  VERTCON   
 CX1866  ___________________________________________________________________
 CX1866  LAPLACE CORR-           0.79  (seconds)                    DEFLEC99
 CX1866  GEOID HEIGHT-         -24.39  (meters)                     GEOID03
 CX1866
 CX1866  HORZ ORDER  -  SECOND
 CX1866
 CX1866.The horizontal coordinates were established by classical geodetic methods
 CX1866.and adjusted by the National Geodetic Survey in December 1993..
 CX1866
 CX1866.The NAVD 88 height was computed by applying the VERTCON shift value to
 CX1866.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CX1866
 CX1866.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1866
 CX1866.The geoid height was determined by GEOID03.
 CX1866
 CX1866;                    North         East     Units Scale Factor Converg.
 CX1866;SPC NM W     -   140,562.447   859,037.764   MT  0.99992706   +0 09 52.4
 CX1866;SPC NM W     -   461,161.96  2,818,359.73   sFT  0.99992706   +0 09 52.4
 CX1866;UTM  13      - 3,572,877.406   262,151.353   MT  1.00029769   -1 20 55.4
 CX1866
 CX1866!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1866!SPC NM W     -   0.99980479  x   0.99992706  =   0.99973186
 CX1866!UTM  13      -   0.99980479  x   1.00029769  =   1.00010242
 CX1866
 CX1866:                Primary Azimuth Mark                     Grid Az
 CX1866:SPC NM W     -  3210735021                               109 31 16.3
 CX1866:UTM  13      -  3210735021                               111 02 04.1
 CX1866
 CX1866|---------------------------------------------------------------------|
 CX1866| PID    Reference Object                     Distance      Geod. Az  |
 CX1866|                                                           dddmmss.s |
 CX1866| CX1865 3210735021                          APPROX. 2.3 KM 1094108.7 |
 CX1866|---------------------------------------------------------------------|
 CX1866
 CX1866                          SUPERSEDED SURVEY CONTROL
 CX1866
 CX1866  NAD 83(1986)-  32 16 02.72570(N)    107 31 30.39591(W) AD(       ) 2
 CX1866  NAD 27      -  32 16 02.40948(N)    107 31 28.31032(W) AD(       ) 2
 CX1866  NGVD 29 (07/19/86) 1267.3    (m)         4158.     (f) VERT ANG       
 CX1866
 CX1866.Superseded values are not recommended for survey control.
 CX1866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1866.See file dsdata.txt to determine how the superseded data were derived.
 CX1866
 CX1866_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBR6215172877(NAD 83)
 CX1866_MARKER: DD = SURVEY DISK
 CX1866_SETTING: 0 = UNSPECIFIED SETTING
 CX1866_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX1866
 CX1866  HISTORY     - Date     Condition        Report By
 CX1866  HISTORY     - 1974     MONUMENTED       NMHD
 CX1866
 CX1866                          STATION DESCRIPTION
 CX1866
 CX1866'DESCRIBED BY NM HIGHWAY DEPT 1974 (CWW)
 CX1866'THE STATION IS LOCATED IN LUNA COUNTY, NEW MEXICO ALONG
 CX1866'INTERSTATE 10, 13.7 AIRMILES EAST OF DEMING, NEW MEXICO AND
 CX1866'13.7 ROADMILES WEST OF THE LUNA/DONA ANA COUNTY LINE.
 CX1866'
 CX1866'THE STATION IS AT MILEPOST 96.34.
 CX1866'
 CX1866'TO REACH FROM THE INTERSECTION OF PINE STREET (U.S. 70-80)
 CX1866'AND GOLD AVENUE (U.S. 180) IN DEMING, GO NORTH ON GOLD AVENUE
 CX1866'0.1 MILES TO CEDAR STREET.  TURN RIGHT ONTO CEDAR STREET AND GO
 CX1866'EAST 0.7 MILES ENTERING THE FREEWAY.  FROM THIS POINT GO EAST
 CX1866'13.3 MILES TO THE STATION ON THE RIGHT.  THE STATION IS 74 FEET
 CX1866'SOUTH OF THE CENTERLINE OF THE EAST-BOUND LANE AND 10 FEET NORTH
 CX1866'OF THE SOUTH RIGHT OF WAY FENCE.
 CX1866'
 CX1866'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 CX1866'DISK SET IN A CONCRETE POST PROJECTING ABOUT SIX INCHES ABOVE THE
 CX1866'GROUND AND STAMPED 3210735020, 1974.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1865 ***********************************************************************
 CX1865  DESIGNATION -  3210735021
 CX1865  PID         -  CX1865
 CX1865  STATE/COUNTY-  NM/LUNA
 CX1865  USGS QUAD   -  CARNE (1965)
 CX1865
 CX1865                         *CURRENT SURVEY CONTROL
 CX1865  ___________________________________________________________________
 CX1865* NAD 83(1992)-  32 15 37.44074(N)    107 30 07.25287(W)     ADJUSTED  
 CX1865* NAVD 88     -      1267.4    (meters)    4158.     (feet)  VERTCON   
 CX1865  ___________________________________________________________________
 CX1865  LAPLACE CORR-           0.95  (seconds)                    DEFLEC99
 CX1865  GEOID HEIGHT-         -24.39  (meters)                     GEOID03
 CX1865
 CX1865  HORZ ORDER  -  SECOND
 CX1865
 CX1865.The horizontal coordinates were established by classical geodetic methods
 CX1865.and adjusted by the National Geodetic Survey in December 1993..
 CX1865
 CX1865.The NAVD 88 height was computed by applying the VERTCON shift value to
 CX1865.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CX1865
 CX1865.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1865
 CX1865.The geoid height was determined by GEOID03.
 CX1865
 CX1865;                    North         East     Units Scale Factor Converg.
 CX1865;SPC NM W     -   139,790.182   861,216.009   MT  0.99992868   +0 10 36.7
 CX1865;SPC NM W     -   458,628.29  2,825,506.19   sFT  0.99992868   +0 10 36.7
 CX1865;UTM  13      - 3,572,047.591   264,309.231   MT  1.00028509   -1 20 10.0
 CX1865
 CX1865!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1865!SPC NM W     -   0.99980487  x   0.99992868  =   0.99973356
 CX1865!UTM  13      -   0.99980487  x   1.00028509  =   1.00008990
 CX1865
 CX1865:                Primary Azimuth Mark                     Grid Az
 CX1865:SPC NM W     -  3210725001                               109 38 57.2
 CX1865:UTM  13      -  3210725001                               111 09 43.9
 CX1865
 CX1865|---------------------------------------------------------------------|
 CX1865| PID    Reference Object                     Distance      Geod. Az  |
 CX1865|                                                           dddmmss.s |
 CX1865| CX1861 3210725001                          APPROX. 2.4 KM 1094933.9 |
 CX1865|---------------------------------------------------------------------|
 CX1865
 CX1865                          SUPERSEDED SURVEY CONTROL
 CX1865
 CX1865  NAD 83(1986)-  32 15 37.44250(N)    107 30 07.25210(W) AD(       ) 2
 CX1865  NAD 27      -  32 15 37.12543(N)    107 30 05.16881(W) AD(       ) 2
 CX1865  NGVD 29 (07/19/86) 1266.8    (m)         4156.     (f) VERT ANG       
 CX1865
 CX1865.Superseded values are not recommended for survey control.
 CX1865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1865.See file dsdata.txt to determine how the superseded data were derived.
 CX1865
 CX1865_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBR6430972048(NAD 83)
 CX1865_MARKER: DD = SURVEY DISK
 CX1865_SETTING: 0 = UNSPECIFIED SETTING
 CX1865_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX1865
 CX1865  HISTORY     - Date     Condition        Report By
 CX1865  HISTORY     - 1974     MONUMENTED       NMHD
 CX1865
 CX1865                          STATION DESCRIPTION
 CX1865
 CX1865'DESCRIBED BY NM HIGHWAY DEPT 1974 (CWW)
 CX1865'THE STATION IS LOCATED IN LUNA COUNTY, NEW MEXICO ALONG
 CX1865'INTERSTATE 10, 15.0 AIRMILES EAST OF DEMING, NEW MEXICO AND
 CX1865'12.2 ROADMILES WEST OF THE LUNA/DONA ANA COUNTY LINE.
 CX1865'
 CX1865'THE STATION IS AT MILEPOST 97.78.
 CX1865'
 CX1865'TO REACH FROM THE INTERSECTION OF PINE STREET (U.S. 70-80)
 CX1865'AND GOLD AVENUE (U.S. 180) IN DEMING, GO NORTH ON GOLD AVENUE
 CX1865'0.1 MILES TO CEDAR STREET.  TURN RIGHT ONTO CEDAR STREET AND GO
 CX1865'EAST 0.7 MILES ENTERING THE FREEWAY.  FROM THIS POINT GO EAST
 CX1865'14.7 MILES TO THE STATION ON THE RIGHT.  THE STATION IS 64 FEET
 CX1865'SOUTH OF THE CENTERLINE OF THE EAST-BOUND LANE AND 20 FEET NORTH
 CX1865'OF THE SOUTH RIGHT OF WAY FENCE.
 CX1865'
 CX1865'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 CX1865'DISK SET IN A CONCRETE POST PROJECTING ABOUT SIX INCHES ABOVE THE
 CX1865'GROUND AND STAMPED 3210735021, 1974.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY1028 ***********************************************************************
 CY1028  DESIGNATION -  3210825001
 CY1028  PID         -  CY1028
 CY1028  STATE/COUNTY-  NM/GRANT
 CY1028  USGS QUAD   -  MUIR RANCH (1985)
 CY1028
 CY1028                         *CURRENT SURVEY CONTROL
 CY1028  ___________________________________________________________________
 CY1028* NAD 83(1992)-  32 14 57.14553(N)    108 30 08.10810(W)     ADJUSTED  
 CY1028* NAVD 88     -      1338.2    (meters)    4390.     (feet)  VERTCON   
 CY1028  ___________________________________________________________________
 CY1028  LAPLACE CORR-           3.59  (seconds)                    DEFLEC99
 CY1028  GEOID HEIGHT-         -25.19  (meters)                     GEOID03
 CY1028
 CY1028  HORZ ORDER  -  SECOND
 CY1028
 CY1028.The horizontal coordinates were established by classical geodetic methods
 CY1028.and adjusted by the National Geodetic Survey in December 1993..
 CY1028
 CY1028.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY1028.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY1028
 CY1028.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY1028
 CY1028.The geoid height was determined by GEOID03.
 CY1028
 CY1028;                    North         East     Units Scale Factor Converg.
 CY1028;SPC NM W     -   138,697.233   766,967.942   MT  0.99996565   -0 21 25.0
 CY1028;SPC NM W     -   455,042.51  2,516,293.99   sFT  0.99996565   -0 21 25.0
 CY1028;UTM  12      - 3,570,796.988   735,317.608   MT  1.00028292   +1 20 00.3
 CY1028
 CY1028!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY1028!SPC NM W     -   0.99979389  x   0.99996565  =   0.99975955
 CY1028!UTM  12      -   0.99979389  x   1.00028292  =   1.00007675
 CY1028
 CY1028:                Primary Azimuth Mark                     Grid Az
 CY1028:SPC NM W     -  3210825002                               125 35 05.2
 CY1028:UTM  12      -  3210825002                               123 53 39.9
 CY1028
 CY1028|---------------------------------------------------------------------|
 CY1028| PID    Reference Object                     Distance      Geod. Az  |
 CY1028|                                                           dddmmss.s |
 CY1028| CY1005 3210825002                          APPROX. 2.3 KM 1251340.2 |
 CY1028|---------------------------------------------------------------------|
 CY1028
 CY1028                          SUPERSEDED SURVEY CONTROL
 CY1028
 CY1028  NAD 83(1992)-  32 14 57.14380(N)    108 30 08.10669(W) AD(       ) 2
 CY1028  NAD 83(1986)-  32 14 57.14107(N)    108 30 08.10485(W) AD(       ) 2
 CY1028  NAD 27      -  32 14 56.83918(N)    108 30 05.92321(W) AD(       ) 2
 CY1028  NGVD 29 (07/19/86) 1337.4    (m)         4388.     (f) VERT ANG       
 CY1028
 CY1028.Superseded values are not recommended for survey control.
 CY1028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1028.See file dsdata.txt to determine how the superseded data were derived.
 CY1028
 CY1028_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYA3531870797(NAD 83)
 CY1028_MARKER: DD = SURVEY DISK
 CY1028_SETTING: 0 = UNSPECIFIED SETTING
 CY1028_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CY1028
 CY1028  HISTORY     - Date     Condition        Report By
 CY1028  HISTORY     - 1976     MONUMENTED       NMHD
 CY1028
 CY1028                          STATION DESCRIPTION
 CY1028
 CY1028'DESCRIBED BY NM HIGHWAY DEPT 1976 (CWW)
 CY1028'STATION IS LOCATED ALONG INTERSTATE 10, 32.00 AIRMILES EAST OF
 CY1028'THE ARIZONA-NEW MEXICO STATE LINE, AND 14.10 AIRMILES ESE OF
 CY1028'LORDSBURG AT HIGHWAY MILEPOST 36.80.
 CY1028'
 CY1028'TO REACH FROM THE INTERSECTION OF I-10 AND MAIN STREET IN
 CY1028'LORDSBURG, GO EAST ON I-10 14.3 MILES TO THE STATION ON THE
 CY1028'RIGHT.  THE STATION IS 132 FEET SOUTH OF THE CENTERLINE OF THE
 CY1028'EAST BOUND LANE OF I-10, AND IS 6 FEET NORTH OF THE RIGHT OF
 CY1028'WAY FENCE LINE.
 CY1028'
 CY1028'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 CY1028'DISC SET IN A CONCRETE POST PROJECTING ABOUT SIX INCHES ABOVE
 CY1028'THE GROUND AND STAMPED 3210825001, 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY1005 ***********************************************************************
 CY1005  DESIGNATION -  3210825002
 CY1005  PID         -  CY1005
 CY1005  STATE/COUNTY-  NM/GRANT
 CY1005  USGS QUAD   -  SEPAR (1980)
 CY1005
 CY1005                         *CURRENT SURVEY CONTROL
 CY1005  ___________________________________________________________________
 CY1005* NAD 83(1992)-  32 14 14.66411(N)    108 28 57.33531(W)     ADJUSTED  
 CY1005* NAVD 88     -      1352.4    (meters)    4437.     (feet)  VERTCON   
 CY1005  ___________________________________________________________________
 CY1005  LAPLACE CORR-           3.42  (seconds)                    DEFLEC99
 CY1005  GEOID HEIGHT-         -25.16  (meters)                     GEOID03
 CY1005
 CY1005  HORZ ORDER  -  SECOND
 CY1005
 CY1005.The horizontal coordinates were established by classical geodetic methods
 CY1005.and adjusted by the National Geodetic Survey in December 1993..
 CY1005
 CY1005.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY1005.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY1005
 CY1005.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY1005
 CY1005.The geoid height was determined by GEOID03.
 CY1005
 CY1005;                    North         East     Units Scale Factor Converg.
 CY1005;SPC NM W     -   137,377.376   768,812.539   MT  0.99996282   -0 20 46.8
 CY1005;SPC NM W     -   450,712.27  2,522,345.81   sFT  0.99996282   -0 20 46.8
 CY1005;UTM  12      - 3,569,531.698   737,200.940   MT  1.00029390   +1 20 36.5
 CY1005
 CY1005!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY1005!SPC NM W     -   0.99979165  x   0.99996282  =   0.99975448
 CY1005!UTM  12      -   0.99979165  x   1.00029390  =   1.00008549
 CY1005
 CY1005:                Primary Azimuth Mark                     Grid Az
 CY1005:SPC NM W     -  3210825003                               125 36 37.2
 CY1005:UTM  12      -  3210825003                               123 55 13.9
 CY1005
 CY1005|---------------------------------------------------------------------|
 CY1005| PID    Reference Object                     Distance      Geod. Az  |
 CY1005|                                                           dddmmss.s |
 CY1005| CY1004 3210825003                          APPROX. 1.3 KM 1251550.4 |
 CY1005|---------------------------------------------------------------------|
 CY1005
 CY1005                          SUPERSEDED SURVEY CONTROL
 CY1005
 CY1005  NAD 83(1992)-  32 14 14.66223(N)    108 28 57.33378(W) AD(       ) 2
 CY1005  NAD 83(1986)-  32 14 14.65980(N)    108 28 57.33237(W) AD(       ) 2
 CY1005  NAD 27      -  32 14 14.35568(N)    108 28 55.15248(W) AD(       ) 2
 CY1005  NGVD 29 (07/19/86) 1351.6    (m)         4434.     (f) VERT ANG       
 CY1005
 CY1005.Superseded values are not recommended for survey control.
 CY1005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1005.See file dsdata.txt to determine how the superseded data were derived.
 CY1005
 CY1005_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYA3720169532(NAD 83)
 CY1005_MARKER: DD = SURVEY DISK
 CY1005_SETTING: 0 = UNSPECIFIED SETTING
 CY1005_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CY1005
 CY1005  HISTORY     - Date     Condition        Report By
 CY1005  HISTORY     - 1976     MONUMENTED       NMHD
 CY1005
 CY1005                          STATION DESCRIPTION
 CY1005
 CY1005'DESCRIBED BY NM HIGHWAY DEPT 1976 (CWW)
 CY1005'STATION IS LOCATED ALONG INTERSTATE 10, 33.10 AIRMILES EAST OF
 CY1005'THE ARIZONA-NEW MEXICO STATE LINE, AND 15.50 AIRMILES ESE OF
 CY1005'LORDSBURG AT HIGHWAY MILEPOST 38.20.
 CY1005'
 CY1005'TO REACH FROM THE INTERSECTION OF I-10 AND MAIN STREET IN
 CY1005'LORDSBURG, GO EAST ON I-10 15.7 MILES TO THE STATION ON THE
 CY1005'RIGHT.  THE STATION IS 135 FEET SOUTH OF THE CENTERLINE OF
 CY1005'THE EAST BOUND LANE OF I-10, AND IS 7 FEET NORTH OF THE RIGHT
 CY1005'OF WAY FENCE LINE.
 CY1005'
 CY1005'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 CY1005'DISC SET IN A CONCRETE POST PROJECTING ABOUT SIX INCHES ABOVE
 CY1005'THE GROUND AND STAMPED 3210825002, 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY1004 ***********************************************************************
 CY1004  DESIGNATION -  3210825003
 CY1004  PID         -  CY1004
 CY1004  STATE/COUNTY-  NM/GRANT
 CY1004  USGS QUAD   -  SEPAR (1980)
 CY1004
 CY1004                         *CURRENT SURVEY CONTROL
 CY1004  ___________________________________________________________________
 CY1004* NAD 83(1992)-  32 13 50.38085(N)    108 28 16.93508(W)     ADJUSTED  
 CY1004* NAVD 88     -      1358.4    (meters)    4457.     (feet)  VERTCON   
 CY1004  ___________________________________________________________________
 CY1004  LAPLACE CORR-           3.27  (seconds)                    DEFLEC99
 CY1004  GEOID HEIGHT-         -25.14  (meters)                     GEOID03
 CY1004
 CY1004  HORZ ORDER  -  SECOND
 CY1004
 CY1004.The horizontal coordinates were established by classical geodetic methods
 CY1004.and adjusted by the National Geodetic Survey in December 1993..
 CY1004
 CY1004.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY1004.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY1004
 CY1004.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY1004
 CY1004.The geoid height was determined by GEOID03.
 CY1004
 CY1004;                    North         East     Units Scale Factor Converg.
 CY1004;SPC NM W     -   136,623.082   769,865.724   MT  0.99996125   -0 20 25.1
 CY1004;SPC NM W     -   448,237.56  2,525,801.13   sFT  0.99996125   -0 20 25.1
 CY1004;UTM  12      - 3,568,808.544   738,276.269   MT  1.00030021   +1 20 57.2
 CY1004
 CY1004!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY1004!SPC NM W     -   0.99979071  x   0.99996125  =   0.99975197
 CY1004!UTM  12      -   0.99979071  x   1.00030021  =   1.00009086
 CY1004
 CY1004:                Primary Azimuth Mark                     Grid Az
 CY1004:SPC NM W     -  3210825004                               125 33 37.4
 CY1004:UTM  12      -  3210825004                               123 52 15.1
 CY1004
 CY1004|---------------------------------------------------------------------|
 CY1004| PID    Reference Object                     Distance      Geod. Az  |
 CY1004|                                                           dddmmss.s |
 CY1004| CY1003 3210825004                          APPROX. 2.5 KM 1251312.3 |
 CY1004|---------------------------------------------------------------------|
 CY1004
 CY1004                          SUPERSEDED SURVEY CONTROL
 CY1004
 CY1004  NAD 83(1992)-  32 13 50.37890(N)    108 28 16.93353(W) AD(       ) 2
 CY1004  NAD 83(1986)-  32 13 50.37659(N)    108 28 16.93226(W) AD(       ) 2
 CY1004  NAD 27      -  32 13 50.07114(N)    108 28 14.75357(W) AD(       ) 2
 CY1004  NGVD 29 (07/19/86) 1357.6    (m)         4454.     (f) VERT ANG       
 CY1004
 CY1004.Superseded values are not recommended for survey control.
 CY1004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1004.See file dsdata.txt to determine how the superseded data were derived.
 CY1004
 CY1004_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYA3827668809(NAD 83)
 CY1004_MARKER: DD = SURVEY DISK
 CY1004_SETTING: 0 = UNSPECIFIED SETTING
 CY1004_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CY1004
 CY1004  HISTORY     - Date     Condition        Report By
 CY1004  HISTORY     - 1976     MONUMENTED       NMHD
 CY1004
 CY1004                          STATION DESCRIPTION
 CY1004
 CY1004'DESCRIBED BY NM HIGHWAY DEPT 1976 (CWW)
 CY1004'STATION IS LOCATED ALONG INTERSTATE 10, 33.80 AIRMILES EAST OF
 CY1004'THE ARIZONA-NEW MEXICO STATE LINE, AND 16.30 AIRMILES ESE OF
 CY1004'LORDSBURG AT HIGHWAY MILEPOST 39.00.
 CY1004'
 CY1004'TO REACH FROM THE INTERSECTION OF I-10 AND MAIN STREET IN
 CY1004'LORDSBURG, GO EAST ON I-10 16.5 MILES TO THE STATION ON THE
 CY1004'RIGHT.  THE STATION IS 130 FEET SOUTH OF THE CENTERLINE OF
 CY1004'THE EAST BOUND LANE OF I-10, AND IS 10 FEET NORTH OF THE RIGHT
 CY1004'OF WAY FENCE LINE.
 CY1004'
 CY1004'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 CY1004'DISC SET IN A CONCRETE POST PROJECTING ABOUT SIX INCHES ABOVE
 CY1004'THE GROUND AND STAMPED 3210825003, 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY1003 ***********************************************************************
 CY1003  DESIGNATION -  3210825004
 CY1003  PID         -  CY1003
 CY1003  STATE/COUNTY-  NM/GRANT
 CY1003  USGS QUAD   -  SEPAR (1980)
 CY1003
 CY1003                         *CURRENT SURVEY CONTROL
 CY1003  ___________________________________________________________________
 CY1003* NAD 83(1992)-  32 13 03.77019(N)    108 26 59.27880(W)     ADJUSTED  
 CY1003* NAVD 88     -      1366.8    (meters)    4484.     (feet)  VERTCON   
 CY1003  ___________________________________________________________________
 CY1003  LAPLACE CORR-           2.84  (seconds)                    DEFLEC99
 CY1003  GEOID HEIGHT-         -25.12  (meters)                     GEOID03
 CY1003
 CY1003  HORZ ORDER  -  SECOND
 CY1003
 CY1003.The horizontal coordinates were established by classical geodetic methods
 CY1003.and adjusted by the National Geodetic Survey in December 1993..
 CY1003
 CY1003.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY1003.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY1003
 CY1003.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY1003
 CY1003.The geoid height was determined by GEOID03.
 CY1003
 CY1003;                    North         East     Units Scale Factor Converg.
 CY1003;SPC NM W     -   135,175.547   771,890.581   MT  0.99995829   -0 19 43.2
 CY1003;SPC NM W     -   443,488.44  2,532,444.35   sFT  0.99995829   -0 19 43.2
 CY1003;UTM  12      - 3,567,420.847   740,343.632   MT  1.00031242   +1 21 36.9
 CY1003
 CY1003!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY1003!SPC NM W     -   0.99978939  x   0.99995829  =   0.99974769
 CY1003!UTM  12      -   0.99978939  x   1.00031242  =   1.00010174
 CY1003
 CY1003:                Primary Azimuth Mark                     Grid Az
 CY1003:SPC NM W     -  3210825005                               125 34 12.0
 CY1003:UTM  12      -  3210825005                               123 52 51.9
 CY1003
 CY1003|---------------------------------------------------------------------|
 CY1003| PID    Reference Object                     Distance      Geod. Az  |
 CY1003|                                                           dddmmss.s |
 CY1003| CY1002 3210825005                          APPROX. 1.2 KM 1251428.8 |
 CY1003|---------------------------------------------------------------------|
 CY1003
 CY1003                          SUPERSEDED SURVEY CONTROL
 CY1003
 CY1003  NAD 83(1992)-  32 13 03.76804(N)    108 26 59.27712(W) AD(       ) 2
 CY1003  NAD 83(1986)-  32 13 03.76616(N)    108 26 59.27631(W) AD(       ) 2
 CY1003  NAD 27      -  32 13 03.45783(N)    108 26 57.09978(W) AD(       ) 2
 CY1003  NGVD 29 (07/19/86) 1366.0    (m)         4482.     (f) VERT ANG       
 CY1003
 CY1003.Superseded values are not recommended for survey control.
 CY1003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1003.See file dsdata.txt to determine how the superseded data were derived.
 CY1003
 CY1003_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYA4034467421(NAD 83)
 CY1003_MARKER: DD = SURVEY DISK
 CY1003_SETTING: 0 = UNSPECIFIED SETTING
 CY1003_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CY1003
 CY1003  HISTORY     - Date     Condition        Report By
 CY1003  HISTORY     - 1976     MONUMENTED       NMHD
 CY1003
 CY1003                          STATION DESCRIPTION
 CY1003
 CY1003'DESCRIBED BY NM HIGHWAY DEPT 1976 (CWW)
 CY1003'STATION IS LOCATED ALONG INTERSTATE 10, 35.10 AIRMILES EAST OF
 CY1003'THE ARIZONA-NEW MEXICO STATE LINE, AND 17.90 AIRMILES ESE OF
 CY1003'LORDSBURG AT HIGHWAY MILEPOST 40.60.
 CY1003'
 CY1003'TO REACH FROM THE INTERSECTION OF I-10 AND MAIN STREET IN
 CY1003'LORDSBURG, GO EAST ON I-10 18.1 MILES TO THE STATION ON THE
 CY1003'RIGHT.  THE STATION IS 129 FEET SOUTH OF THE CENTERLINE OF THE
 CY1003'EAST BOUND LANE OF I-10, AND IS 6 FEET NORTH OF THE RIGHT OF
 CY1003'WAY FENCE LINE.
 CY1003'
 CY1003'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 CY1003'DISC SET IN A CONCRETE POST PROJECTING ABOUT SIX INCHES ABOVE THE
 CY1003'GROUND AND STAMPED 3210825004, 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY1002 ***********************************************************************
 CY1002  DESIGNATION -  3210825005
 CY1002  PID         -  CY1002
 CY1002  STATE/COUNTY-  NM/GRANT
 CY1002  USGS QUAD   -  SEPAR (1980)
 CY1002
 CY1002                         *CURRENT SURVEY CONTROL
 CY1002  ___________________________________________________________________
 CY1002* NAD 83(1992)-  32 12 41.58250(N)    108 26 22.34157(W)     ADJUSTED  
 CY1002* NAVD 88     -      1372.3    (meters)    4502.     (feet)  VERTCON   
 CY1002  ___________________________________________________________________
 CY1002  LAPLACE CORR-           2.66  (seconds)                    DEFLEC99
 CY1002  GEOID HEIGHT-         -25.12  (meters)                     GEOID03
 CY1002
 CY1002  HORZ ORDER  -  SECOND
 CY1002
 CY1002.The horizontal coordinates were established by classical geodetic methods
 CY1002.and adjusted by the National Geodetic Survey in December 1993..
 CY1002
 CY1002.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY1002.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY1002
 CY1002.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY1002
 CY1002.The geoid height was determined by GEOID03.
 CY1002
 CY1002;                    North         East     Units Scale Factor Converg.
 CY1002;SPC NM W     -   134,486.639   772,853.903   MT  0.99995693   -0 19 23.3
 CY1002;SPC NM W     -   441,228.25  2,535,604.85   sFT  0.99995693   -0 19 23.3
 CY1002;UTM  12      - 3,566,760.392   741,327.191   MT  1.00031826   +1 21 55.8
 CY1002
 CY1002!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY1002!SPC NM W     -   0.99978852  x   0.99995693  =   0.99974546
 CY1002!UTM  12      -   0.99978852  x   1.00031826  =   1.00010672
 CY1002
 CY1002:                Primary Azimuth Mark                     Grid Az
 CY1002:SPC NM W     -  3210825006                               124 41 12.3
 CY1002:UTM  12      -  3210825006                               122 59 53.2
 CY1002
 CY1002|---------------------------------------------------------------------|
 CY1002| PID    Reference Object                     Distance      Geod. Az  |
 CY1002|                                                           dddmmss.s |
 CY1002| CY1001 3210825006                          APPROX. 2.0 KM 1242149.0 |
 CY1002|---------------------------------------------------------------------|
 CY1002
 CY1002                          SUPERSEDED SURVEY CONTROL
 CY1002
 CY1002  NAD 83(1992)-  32 12 41.58029(N)    108 26 22.33987(W) AD(       ) 2
 CY1002  NAD 83(1986)-  32 12 41.57855(N)    108 26 22.33916(W) AD(       ) 2
 CY1002  NAD 27      -  32 12 41.26899(N)    108 26 20.16375(W) AD(       ) 2
 CY1002  NGVD 29 (07/19/86) 1371.5    (m)         4500.     (f) VERT ANG       
 CY1002
 CY1002.Superseded values are not recommended for survey control.
 CY1002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1002.See file dsdata.txt to determine how the superseded data were derived.
 CY1002
 CY1002_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYA4132766760(NAD 83)
 CY1002_MARKER: DD = SURVEY DISK
 CY1002_SETTING: 0 = UNSPECIFIED SETTING
 CY1002_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CY1002
 CY1002  HISTORY     - Date     Condition        Report By
 CY1002  HISTORY     - 1976     MONUMENTED       NMHD
 CY1002
 CY1002                          STATION DESCRIPTION
 CY1002
 CY1002'DESCRIBED BY NM HIGHWAY DEPT 1976 (CWW)
 CY1002'STATION IS LOCATED ALONG INTERSTATE 10, 35.70 AIRMILES EAST OF
 CY1002'THE ARIZONA-NEW MEXICO STATE LINE, AND 18.60 AIRMILES ESE OF
 CY1002'LORDSBURG AT HIGHWAY MILEPOST 41.30.
 CY1002'
 CY1002'TO REACH FROM THE INTERSECTION OF I-10 AND MAIN STREET IN
 CY1002'LORDSBURG, GO EAST ON I-10 18.8 MILES TO THE STATION ON THE
 CY1002'RIGHT.  THE STATION IS 130 FEET SOUTH OF THE CENTERLINE OF THE
 CY1002'EAST BOUND LANE OF I-10, AND IS 7 FEET NORTH OF THE RIGHT OF
 CY1002'WAY FENCE LINE.
 CY1002'
 CY1002'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 CY1002'DISC SET IN A CONCRETE POST PROJECTING ABOUT SIX INCHES ABOVE
 CY1002'THE GROUND AND STAMPED 3210825005, 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY1001 ***********************************************************************
 CY1001  DESIGNATION -  3210825006
 CY1001  PID         -  CY1001
 CY1001  STATE/COUNTY-  NM/GRANT
 CY1001  USGS QUAD   -  SEPAR (1980)
 CY1001
 CY1001                         *CURRENT SURVEY CONTROL
 CY1001  ___________________________________________________________________
 CY1001* NAD 83(1992)-  32 12 04.11715(N)    108 25 17.90907(W)     ADJUSTED  
 CY1001* NAVD 88     -      1377.5    (meters)    4519.     (feet)  VERTCON   
 CY1001  ___________________________________________________________________
 CY1001  LAPLACE CORR-           2.51  (seconds)                    DEFLEC99
 CY1001  GEOID HEIGHT-         -25.11  (meters)                     GEOID03
 CY1001
 CY1001  HORZ ORDER  -  SECOND
 CY1001
 CY1001.The horizontal coordinates were established by classical geodetic methods
 CY1001.and adjusted by the National Geodetic Survey in December 1993..
 CY1001
 CY1001.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY1001.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY1001
 CY1001.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY1001
 CY1001.The geoid height was determined by GEOID03.
 CY1001
 CY1001;                    North         East     Units Scale Factor Converg.
 CY1001;SPC NM W     -   133,323.292   774,534.823   MT  0.99995459   -0 18 48.6
 CY1001;SPC NM W     -   437,411.50  2,541,119.67   sFT  0.99995459   -0 18 48.6
 CY1001;UTM  12      - 3,565,646.668   743,042.288   MT  1.00032851   +1 22 28.8
 CY1001
 CY1001!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY1001!SPC NM W     -   0.99978770  x   0.99995459  =   0.99974230
 CY1001!UTM  12      -   0.99978770  x   1.00032851  =   1.00011614
 CY1001
 CY1001:                Primary Azimuth Mark                     Grid Az
 CY1001:SPC NM W     -  SEPAR                                    118 28 25.2
 CY1001:UTM  12      -  SEPAR                                    116 47 07.8
 CY1001
 CY1001|---------------------------------------------------------------------|
 CY1001| PID    Reference Object                     Distance      Geod. Az  |
 CY1001|                                                           dddmmss.s |
 CY1001| CY0099 SEPAR                               APPROX. 0.8 KM 1180936.6 |
 CY1001|---------------------------------------------------------------------|
 CY1001
 CY1001                          SUPERSEDED SURVEY CONTROL
 CY1001
 CY1001  NAD 83(1992)-  32 12 04.11480(N)    108 25 17.90729(W) AD(       ) 2
 CY1001  NAD 83(1986)-  32 12 04.11338(N)    108 25 17.90688(W) AD(       ) 2
 CY1001  NAD 27      -  32 12 03.80183(N)    108 25 15.73311(W) AD(       ) 2
 CY1001  NGVD 29 (07/19/86) 1376.7    (m)         4517.     (f) VERT ANG       
 CY1001
 CY1001.Superseded values are not recommended for survey control.
 CY1001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1001.See file dsdata.txt to determine how the superseded data were derived.
 CY1001
 CY1001_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYA4304265647(NAD 83)
 CY1001_MARKER: DD = SURVEY DISK
 CY1001_SETTING: 0 = UNSPECIFIED SETTING
 CY1001_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CY1001
 CY1001  HISTORY     - Date     Condition        Report By
 CY1001  HISTORY     - 1976     MONUMENTED       NMHD
 CY1001
 CY1001                          STATION DESCRIPTION
 CY1001
 CY1001'DESCRIBED BY NM HIGHWAY DEPT 1976 (CWW)
 CY1001'STATION IS LOCATED ALONG INTERSTATE 10, 36.70 AIRMILES EAST OF
 CY1001'THE ARIZONA-NEW MEXICO STATE LINE, AND 19.90 AIRMILES ESE OF
 CY1001'LORDSBURG AT HIGHWAY MILEPOST 42.55.
 CY1001'
 CY1001'TO REACH FROM THE INTERSECTION OF I-10 AND MAIN STREET IN
 CY1001'LORDSBURG, GO EAST ON I-10 20.1 MILES TO THE STATION ON THE
 CY1001'RIGHT.  THE STATION IS 26 FEET SOUTH OF THE CENTERLINE OF THE
 CY1001'EAST BOUND LANE OF I-10, AND IS 7 FEET NORTH OF THE RIGHT OF
 CY1001'WAY FENCE LINE.
 CY1001'
 CY1001'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 CY1001'DISC SET IN A CONCRETE POST PROJECTING ABOUT SIX INCHES ABOVE
 CY1001'THE GROUND AND STAMPED 3210825006, 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY1000 ***********************************************************************
 CY1000  DESIGNATION -  3210825007
 CY1000  PID         -  CY1000
 CY1000  STATE/COUNTY-  NM/GRANT
 CY1000  USGS QUAD   -  SEPAR (1980)
 CY1000
 CY1000                         *CURRENT SURVEY CONTROL
 CY1000  ___________________________________________________________________
 CY1000* NAD 83(1992)-  32 11 16.06491(N)    108 24 00.59941(W)     ADJUSTED  
 CY1000* NAVD 88     -      1374.3    (meters)    4509.     (feet)  VERTCON   
 CY1000  ___________________________________________________________________
 CY1000  LAPLACE CORR-           2.44  (seconds)                    DEFLEC99
 CY1000  GEOID HEIGHT-         -25.09  (meters)                     GEOID03
 CY1000
 CY1000  HORZ ORDER  -  SECOND
 CY1000
 CY1000.The horizontal coordinates were established by classical geodetic methods
 CY1000.and adjusted by the National Geodetic Survey in December 1993..
 CY1000
 CY1000.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY1000.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY1000
 CY1000.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY1000
 CY1000.The geoid height was determined by GEOID03.
 CY1000
 CY1000;                    North         East     Units Scale Factor Converg.
 CY1000;SPC NM W     -   131,832.362   776,551.686   MT  0.99995188   -0 18 07.0
 CY1000;SPC NM W     -   432,520.01  2,547,736.66   sFT  0.99995188   -0 18 07.0
 CY1000;UTM  12      - 3,564,215.244   745,102.977   MT  1.00034092   +1 23 08.2
 CY1000
 CY1000!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY1000!SPC NM W     -   0.99978820  x   0.99995188  =   0.99974009
 CY1000!UTM  12      -   0.99978820  x   1.00034092  =   1.00012905
 CY1000
 CY1000:                Primary Azimuth Mark                     Grid Az
 CY1000:SPC NM W     -  SEPAR                                    309 52 09.7
 CY1000:UTM  12      -  SEPAR                                    308 10 54.5
 CY1000
 CY1000|---------------------------------------------------------------------|
 CY1000| PID    Reference Object                     Distance      Geod. Az  |
 CY1000|                                                           dddmmss.s |
 CY1000| CY0099 SEPAR                               APPROX. 1.8 KM 3093402.7 |
 CY1000|---------------------------------------------------------------------|
 CY1000
 CY1000                          SUPERSEDED SURVEY CONTROL
 CY1000
 CY1000  NAD 83(1992)-  32 11 16.06250(N)    108 24 00.59767(W) AD(       ) 2
 CY1000  NAD 83(1986)-  32 11 16.06123(N)    108 24 00.59721(W) AD(       ) 2
 CY1000  NAD 27      -  32 11 15.74799(N)    108 23 58.42579(W) AD(       ) 2
 CY1000  NGVD 29 (07/19/86) 1373.5    (m)         4506.     (f) VERT ANG       
 CY1000
 CY1000.Superseded values are not recommended for survey control.
 CY1000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1000.See file dsdata.txt to determine how the superseded data were derived.
 CY1000
 CY1000_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYA4510364215(NAD 83)
 CY1000_MARKER: DD = SURVEY DISK
 CY1000_SETTING: 0 = UNSPECIFIED SETTING
 CY1000_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CY1000
 CY1000  HISTORY     - Date     Condition        Report By
 CY1000  HISTORY     - 1976     MONUMENTED       NMHD
 CY1000
 CY1000                          STATION DESCRIPTION
 CY1000
 CY1000'DESCRIBED BY NM HIGHWAY DEPT 1976 (CWW)
 CY1000'STATION IS LOCATED ALONG INTERSTATE 10, 38.10 AIRMILES EAST OF
 CY1000'THE ARIZONA-NEW MEXICO STATE LINE, AND 21.40 AIRMILES ESE OF
 CY1000'LORDSBURG AT HIGHWAY MILEPOST 44.10.
 CY1000'
 CY1000'TO REACH FROM THE INTERSECTION OF I-10 AND MAIN STREET IN
 CY1000'LORDSBURG, GO EAST ON I-10 21.7 MILES TO THE STATION ON THE
 CY1000'RIGHT.  THE STATION IS 66 FEET SOUTH OF THE CENTERLINE OF THE
 CY1000'EAST BOUND LANE OF I-10, AND IS 6 FEET NORTH OF THE RIGHT OF
 CY1000'WAY FENCE LINE.
 CY1000'
 CY1000'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 CY1000'DISC SET IN A CONCRETE POST PROJECTING ABOUT SIX INCHES ABOVE THE
 CY1000'GROUND AND STAMPED 3210825007, 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0996 ***********************************************************************
 CY0996  DESIGNATION -  3210825008
 CY0996  PID         -  CY0996
 CY0996  STATE/COUNTY-  NM/GRANT
 CY0996  USGS QUAD   -  SEPAR NE (1980)
 CY0996
 CY0996                         *CURRENT SURVEY CONTROL
 CY0996  ___________________________________________________________________
 CY0996* NAD 83(1992)-  32 10 50.07635(N)    108 22 01.69369(W)     ADJUSTED  
 CY0996* NAVD 88     -      1379.2    (meters)    4525.     (feet)  VERTCON   
 CY0996  ___________________________________________________________________
 CY0996  LAPLACE CORR-           2.45  (seconds)                    DEFLEC99
 CY0996  GEOID HEIGHT-         -25.04  (meters)                     GEOID03
 CY0996
 CY0996  HORZ ORDER  -  SECOND
 CY0996
 CY0996.The horizontal coordinates were established by classical geodetic methods
 CY0996.and adjusted by the National Geodetic Survey in December 1993..
 CY0996
 CY0996.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0996.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0996
 CY0996.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY0996
 CY0996.The geoid height was determined by GEOID03.
 CY0996
 CY0996;                    North         East     Units Scale Factor Converg.
 CY0996;SPC NM W     -   131,015.958   779,662.187   MT  0.99994790   -0 17 03.5
 CY0996;SPC NM W     -   429,841.52  2,557,941.69   sFT  0.99994790   -0 17 03.5
 CY0996;UTM  12      - 3,563,490.498   748,237.425   MT  1.00035999   +1 24 10.6
 CY0996
 CY0996!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY0996!SPC NM W     -   0.99978743  x   0.99994790  =   0.99973534
 CY0996!UTM  12      -   0.99978743  x   1.00035999  =   1.00014734
 CY0996
 CY0996:                Primary Azimuth Mark                     Grid Az
 CY0996:SPC NM W     -  3210825009                               077 15 03.9
 CY0996:UTM  12      -  3210825009                               075 33 49.8
 CY0996
 CY0996|---------------------------------------------------------------------|
 CY0996| PID    Reference Object                     Distance      Geod. Az  |
 CY0996|                                                           dddmmss.s |
 CY0996| CY0995 3210825009                          APPROX. 2.3 KM 0765800.4 |
 CY0996|---------------------------------------------------------------------|
 CY0996
 CY0996                          SUPERSEDED SURVEY CONTROL
 CY0996
 CY0996  NAD 83(1992)-  32 10 50.07381(N)    108 22 01.69181(W) AD(       ) 2
 CY0996  NAD 83(1986)-  32 10 50.07276(N)    108 22 01.69150(W) AD(       ) 2
 CY0996  NAD 27      -  32 10 49.75676(N)    108 21 59.52517(W) AD(       ) 2
 CY0996  NGVD 29 (07/19/86) 1378.4    (m)         4522.     (f) VERT ANG       
 CY0996
 CY0996.Superseded values are not recommended for survey control.
 CY0996.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0996.See file dsdata.txt to determine how the superseded data were derived.
 CY0996
 CY0996_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYA4823763490(NAD 83)
 CY0996_MARKER: DD = SURVEY DISK
 CY0996_SETTING: 0 = UNSPECIFIED SETTING
 CY0996_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CY0996
 CY0996  HISTORY     - Date     Condition        Report By
 CY0996  HISTORY     - 1976     MONUMENTED       NMHD
 CY0996
 CY0996                          STATION DESCRIPTION
 CY0996
 CY0996'DESCRIBED BY NM HIGHWAY DEPT 1976 (CWW)
 CY0996'STATION IS LOCATED ALONG INTERSTATE 10, 40.00 AIRMILES EAST OF
 CY0996'THE ARIZONA-NEW MEXICO STATE LINE, AND 23.30 AIRMILES ESE OF
 CY0996'LORDSBURG AT HIGHWAY MILEPOST 46.25.
 CY0996'
 CY0996'TO REACH FROM THE INTERSECTION OF I-10 AND MAIN STREET IN
 CY0996'LORDSBURG, GO EAST ON I-10 23.9 MILES TO THE STATION ON THE
 CY0996'RIGHT.  THE STATION IS 78 FEET SOUTH OF THE CENTERLINE OF THE
 CY0996'EAST BOUND LANE OF I-10, AND IS 7 FEET NORTH OF THE RIGHT OF
 CY0996'WAY FENCE LINE.
 CY0996'
 CY0996'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 CY0996'DISC SET IN A CONCRETE POST PROJECTING ABOUT SIX INCHES ABOVE
 CY0996'THE GROUND AND STAMPED 3210825008, 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0995 ***********************************************************************
 CY0995  DESIGNATION -  3210825009
 CY0995  PID         -  CY0995
 CY0995  STATE/COUNTY-  NM/GRANT
 CY0995  USGS QUAD   -  SEPAR NE (1980)
 CY0995
 CY0995                         *CURRENT SURVEY CONTROL
 CY0995  ___________________________________________________________________
 CY0995* NAD 83(1992)-  32 11 07.10330(N)    108 20 35.15631(W)     ADJUSTED  
 CY0995* NAVD 88     -      1385.89   (+/-2cm)    4546.9    (feet)  VERTCON   
 CY0995  ___________________________________________________________________
 CY0995  LAPLACE CORR-           2.43  (seconds)                    DEFLEC99
 CY0995  GEOID HEIGHT-         -24.99  (meters)                     GEOID03
 CY0995
 CY0995  HORZ ORDER  -  SECOND
 CY0995  VERT ORDER  -  THIRD ? (See Below)
 CY0995
 CY0995.The horizontal coordinates were established by classical geodetic methods
 CY0995.and adjusted by the National Geodetic Survey in December 1993..
 CY0995
 CY0995.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0995.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0995.The vertical order pertains to the NGVD 29 superseded value.
 CY0995
 CY0995.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY0995
 CY0995.The geoid height was determined by GEOID03.
 CY0995
 CY0995;                    North         East     Units Scale Factor Converg.
 CY0995;SPC NM W     -   131,529.406   781,931.503   MT  0.99994515   -0 16 17.5
 CY0995;SPC NM W     -   431,526.06  2,565,386.94   sFT  0.99994515   -0 16 17.5
 CY0995;UTM  12      - 3,564,070.789   750,491.585   MT  1.00037386   +1 24 57.5
 CY0995
 CY0995!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY0995!SPC NM W     -   0.99978636  x   0.99994515  =   0.99973153
 CY0995!UTM  12      -   0.99978636  x   1.00037386  =   1.00016014
 CY0995
 CY0995:                Primary Azimuth Mark                     Grid Az
 CY0995:SPC NM W     -  3210825010                               077 51 02.7
 CY0995:UTM  12      -  3210825010                               076 09 47.7
 CY0995
 CY0995|---------------------------------------------------------------------|
 CY0995| PID    Reference Object                     Distance      Geod. Az  |
 CY0995|                                                           dddmmss.s |
 CY0995| CY0994 3210825010                          APPROX. 1.6 KM 0773445.2 |
 CY0995|---------------------------------------------------------------------|
 CY0995
 CY0995                          SUPERSEDED SURVEY CONTROL
 CY0995
 CY0995  NAD 83(1992)-  32 11 07.10065(N)    108 20 35.15440(W) AD(       ) 2
 CY0995  NAD 83(1986)-  32 11 07.09976(N)    108 20 35.15416(W) AD(       ) 2
 CY0995  NAD 27      -  32 11 06.78110(N)    108 20 32.99011(W) AD(       ) 2
 CY0995  NGVD 29 (07/19/86) 1385.11   (m)         4544.3    (f) LEVELING    3  
 CY0995
 CY0995.Superseded values are not recommended for survey control.
 CY0995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0995.See file dsdata.txt to determine how the superseded data were derived.
 CY0995
 CY0995_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYA5049264071(NAD 83)
 CY0995_MARKER: DD = SURVEY DISK
 CY0995_SETTING: 0 = UNSPECIFIED SETTING
 CY0995_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CY0995
 CY0995  HISTORY     - Date     Condition        Report By
 CY0995  HISTORY     - 1976     MONUMENTED       NMHD
 CY0995
 CY0995                          STATION DESCRIPTION
 CY0995
 CY0995'DESCRIBED BY NM HIGHWAY DEPT 1976 (CWW)
 CY0995'STATION IS LOCATED ALONG INTERSTATE 10, 41.40 AIRMILES EAST OF
 CY0995'THE ARIZONA-NEW MEXICO STATE LINE, AND 24.40 AIRMILES ESE OF
 CY0995'LORDSBURG AT HIGHWAY MILEPOST 47.70.
 CY0995'
 CY0995'TO REACH FROM THE INTERSECTION OF I-10 AND MAIN STREET IN
 CY0995'LORDSBURG, GO EAST ON I-10 25.4 MILES TO THE STATION ON THE
 CY0995'RIGHT.  THE STATION IS 34 FEET SOUTH OF THE CENTERLINE OF THE
 CY0995'EAST BOUND LANE OF I-10, AND AT SOUTHWEST CORNER OF CONCRETE
 CY0995'BOX CULVERT.
 CY0995'
 CY0995'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 CY0995'DISC SET IN A CONCRETE POST PROJECTING ABOUT SIX INCHES ABOVE
 CY0995'THE GROUND AND STAMPED 3210825009, 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0994 ***********************************************************************
 CY0994  DESIGNATION -  3210825010
 CY0994  PID         -  CY0994
 CY0994  STATE/COUNTY-  NM/GRANT
 CY0994  USGS QUAD   -  SEPAR NE (1980)
 CY0994
 CY0994                         *CURRENT SURVEY CONTROL
 CY0994  ___________________________________________________________________
 CY0994* NAD 83(1992)-  32 11 18.44867(N)    108 19 34.55926(W)     ADJUSTED  
 CY0994* NAVD 88     -      1389.6    (meters)    4559.     (feet)  VERTCON   
 CY0994  ___________________________________________________________________
 CY0994  LAPLACE CORR-           2.32  (seconds)                    DEFLEC99
 CY0994  GEOID HEIGHT-         -24.95  (meters)                     GEOID03
 CY0994
 CY0994  HORZ ORDER  -  SECOND
 CY0994
 CY0994.The horizontal coordinates were established by classical geodetic methods
 CY0994.and adjusted by the National Geodetic Survey in December 1993..
 CY0994
 CY0994.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0994.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0994
 CY0994.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY0994
 CY0994.The geoid height was determined by GEOID03.
 CY0994
 CY0994;                    North         East     Units Scale Factor Converg.
 CY0994;SPC NM W     -   131,871.453   783,520.349   MT  0.99994330   -0 15 45.3
 CY0994;SPC NM W     -   432,648.26  2,570,599.68   sFT  0.99994330   -0 15 45.3
 CY0994;UTM  12      - 3,564,459.648   752,070.354   MT  1.00038365   +1 25 30.2
 CY0994
 CY0994!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY0994!SPC NM W     -   0.99978578  x   0.99994330  =   0.99972909
 CY0994!UTM  12      -   0.99978578  x   1.00038365  =   1.00016935
 CY0994
 CY0994:                Primary Azimuth Mark                     Grid Az
 CY0994:SPC NM W     -  3210825011                               077 28 10.3
 CY0994:UTM  12      -  3210825011                               075 46 54.8
 CY0994
 CY0994|---------------------------------------------------------------------|
 CY0994| PID    Reference Object                     Distance      Geod. Az  |
 CY0994|                                                           dddmmss.s |
 CY0994| CY0993 3210825011                          APPROX. 2.0 KM 0771225.0 |
 CY0994|---------------------------------------------------------------------|
 CY0994
 CY0994                          SUPERSEDED SURVEY CONTROL
 CY0994
 CY0994  NAD 83(1992)-  32 11 18.44596(N)    108 19 34.55734(W) AD(       ) 2
 CY0994  NAD 83(1986)-  32 11 18.44517(N)    108 19 34.55713(W) AD(       ) 2
 CY0994  NAD 27      -  32 11 18.12566(N)    108 19 32.39478(W) AD(       ) 2
 CY0994  NGVD 29 (07/19/86) 1388.8    (m)         4556.     (f) VERT ANG       
 CY0994
 CY0994.Superseded values are not recommended for survey control.
 CY0994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0994.See file dsdata.txt to determine how the superseded data were derived.
 CY0994
 CY0994_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYA5207064460(NAD 83)
 CY0994_MARKER: DD = SURVEY DISK
 CY0994_SETTING: 0 = UNSPECIFIED SETTING
 CY0994_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CY0994
 CY0994  HISTORY     - Date     Condition        Report By
 CY0994  HISTORY     - 1976     MONUMENTED       NMHD
 CY0994
 CY0994                          STATION DESCRIPTION
 CY0994
 CY0994'DESCRIBED BY NM HIGHWAY DEPT 1976 (CWW)
 CY0994'STATION IS LOCATED ALONG INTERSTATE 10, 42.40 AIRMILES EAST OF
 CY0994'THE ARIZONA-NEW MEXICO STATE LINE, AND 25.20 AIRMILES ESE OF
 CY0994'LORDSBURG AT HIGHWAY MILEPOST 48.70.
 CY0994'
 CY0994'TO REACH FROM THE INTERSECTION OF I-10 AND MAIN STREET IN
 CY0994'LORDSBURG, GO EAST ON I-10 26.4 MILES TO THE STATION ON THE
 CY0994'RIGHT.  THE STATION IS 55 FEET SOUTH OF THE CENTERLINE OF THE
 CY0994'EAST BOUND LANE OF I-10, AND AT HACHITA EXIT 1 MILE SIGN.
 CY0994'
 CY0994'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 CY0994'DISC SET IN A CONCRETE POST PROJECTING ABOUT SIX INCHES ABOVE
 CY0994'THE GROUND AND STAMPED 3210825010, 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0993 ***********************************************************************
 CY0993  DESIGNATION -  3210825011
 CY0993  PID         -  CY0993
 CY0993  STATE/COUNTY-  NM/GRANT
 CY0993  USGS QUAD   -  SEPAR NE (1980)
 CY0993
 CY0993                         *CURRENT SURVEY CONTROL
 CY0993  ___________________________________________________________________
 CY0993* NAD 83(1992)-  32 11 32.63829(N)    108 18 21.04002(W)     ADJUSTED  
 CY0993* NAVD 88     -      1391.3    (meters)    4565.     (feet)  VERTCON   
 CY0993  ___________________________________________________________________
 CY0993  LAPLACE CORR-           1.98  (seconds)                    DEFLEC99
 CY0993  GEOID HEIGHT-         -24.90  (meters)                     GEOID03
 CY0993
 CY0993  HORZ ORDER  -  SECOND
 CY0993
 CY0993.The horizontal coordinates were established by classical geodetic methods
 CY0993.and adjusted by the National Geodetic Survey in December 1993..
 CY0993
 CY0993.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0993.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0993
 CY0993.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY0993
 CY0993.The geoid height was determined by GEOID03.
 CY0993
 CY0993;                    North         East     Units Scale Factor Converg.
 CY0993;SPC NM W     -   132,299.861   785,447.921   MT  0.99994114   -0 15 06.3
 CY0993;SPC NM W     -   434,053.79  2,576,923.72   sFT  0.99994114   -0 15 06.3
 CY0993;UTM  12      - 3,564,944.859   753,985.328   MT  1.00039560   +1 26 10.0
 CY0993
 CY0993!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY0993!SPC NM W     -   0.99978550  x   0.99994114  =   0.99972666
 CY0993!UTM  12      -   0.99978550  x   1.00039560  =   1.00018102
 CY0993
 CY0993:                Primary Azimuth Mark                     Grid Az
 CY0993:SPC NM W     -  3210825012                               077 57 00.4
 CY0993:UTM  12      -  3210825012                               076 15 44.1
 CY0993
 CY0993|---------------------------------------------------------------------|
 CY0993| PID    Reference Object                     Distance      Geod. Az  |
 CY0993|                                                           dddmmss.s |
 CY0993| CY0992 3210825012                          APPROX. 2.2 KM 0774154.1 |
 CY0993|---------------------------------------------------------------------|
 CY0993
 CY0993                          SUPERSEDED SURVEY CONTROL
 CY0993
 CY0993  NAD 83(1992)-  32 11 32.63549(N)    108 18 21.03807(W) AD(       ) 2
 CY0993  NAD 83(1986)-  32 11 32.63486(N)    108 18 21.03792(W) AD(       ) 2
 CY0993  NAD 27      -  32 11 32.31509(N)    108 18 18.87793(W) AD(       ) 2
 CY0993  NGVD 29 (07/19/86) 1390.5    (m)         4562.     (f) VERT ANG       
 CY0993
 CY0993.Superseded values are not recommended for survey control.
 CY0993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0993.See file dsdata.txt to determine how the superseded data were derived.
 CY0993
 CY0993_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYA5398564945(NAD 83)
 CY0993_MARKER: DD = SURVEY DISK
 CY0993_SETTING: 0 = UNSPECIFIED SETTING
 CY0993_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CY0993
 CY0993  HISTORY     - Date     Condition        Report By
 CY0993  HISTORY     - 1976     MONUMENTED       NMHD
 CY0993
 CY0993                          STATION DESCRIPTION
 CY0993
 CY0993'DESCRIBED BY NM HIGHWAY DEPT 1976 (CWW)
 CY0993'STATION IS LOCATED ALONG INTERSTATE 10, 43.60 AIRMILES EAST OF
 CY0993'THE ARIZONA-NEW MEXICO STATE LINE, AND 26.20 AIRMILES ESE OF
 CY0993'LORDSBURG AT HIGHWAY MILEPOST 49.95.
 CY0993'
 CY0993'TO REACH FROM THE INTERSECTION OF I-10 AND MAIN STREET IN
 CY0993'LORDSBURG, GO EAST ON I-10 27.6 MILES TO THE STATION ON THE
 CY0993'RIGHT.  THE STATION IS 40 FEET SOUTH OF THE CENTERLINE OF THE EAST
 CY0993'BOUND LANE OF I-10, AND 5 FEET SOUTH OF THE EAST END OF GUARDRAIL
 CY0993'UNDER HACHITA INTERCHANGE.
 CY0993'
 CY0993'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 CY0993'DISC SET IN A CONCRETE POST PROJECTING ABOUT SIX INCHES ABOVE
 CY0993'THE GROUND AND STAMPED 3210825011, 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0992 ***********************************************************************
 CY0992  DESIGNATION -  3210825012
 CY0992  PID         -  CY0992
 CY0992  STATE/COUNTY-  NM/GRANT
 CY0992  USGS QUAD   -  SEPAR NE (1980)
 CY0992
 CY0992                         *CURRENT SURVEY CONTROL
 CY0992  ___________________________________________________________________
 CY0992* NAD 83(1992)-  32 11 48.17173(N)    108 16 57.22530(W)     ADJUSTED  
 CY0992* NAVD 88     -      1397.7    (meters)    4586.     (feet)  VERTCON   
 CY0992  ___________________________________________________________________
 CY0992  LAPLACE CORR-           1.58  (seconds)                    DEFLEC99
 CY0992  GEOID HEIGHT-         -24.85  (meters)                     GEOID03
 CY0992
 CY0992  HORZ ORDER  -  SECOND
 CY0992
 CY0992.The horizontal coordinates were established by classical geodetic methods
 CY0992.and adjusted by the National Geodetic Survey in December 1993..
 CY0992
 CY0992.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0992.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0992
 CY0992.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY0992
 CY0992.The geoid height was determined by GEOID03.
 CY0992
 CY0992;                    North         East     Units Scale Factor Converg.
 CY0992;SPC NM W     -   132,768.894   787,645.138   MT  0.99993878   -0 14 21.7
 CY0992;SPC NM W     -   435,592.61  2,584,132.42   sFT  0.99993878   -0 14 21.7
 CY0992;UTM  12      - 3,565,478.657   756,168.785   MT  1.00040934   +1 26 55.4
 CY0992
 CY0992!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY0992!SPC NM W     -   0.99978449  x   0.99993878  =   0.99972329
 CY0992!UTM  12      -   0.99978449  x   1.00040934  =   1.00019374
 CY0992
 CY0992:                Primary Azimuth Mark                     Grid Az
 CY0992:SPC NM W     -  3210825013                               077 36 56.3
 CY0992:UTM  12      -  3210825013                               075 55 39.2
 CY0992
 CY0992|---------------------------------------------------------------------|
 CY0992| PID    Reference Object                     Distance      Geod. Az  |
 CY0992|                                                           dddmmss.s |
 CY0992| CY0991 3210825013                          APPROX. 2.6 KM 0772234.6 |
 CY0992|---------------------------------------------------------------------|
 CY0992
 CY0992                          SUPERSEDED SURVEY CONTROL
 CY0992
 CY0992  NAD 83(1992)-  32 11 48.16881(N)    108 16 57.22331(W) AD(       ) 2
 CY0992  NAD 83(1986)-  32 11 48.16837(N)    108 16 57.22323(W) AD(       ) 2
 CY0992  NAD 27      -  32 11 47.84906(N)    108 16 55.06625(W) AD(       ) 2
 CY0992  NGVD 29 (07/19/86) 1396.9    (m)         4583.     (f) VERT ANG       
 CY0992
 CY0992.Superseded values are not recommended for survey control.
 CY0992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0992.See file dsdata.txt to determine how the superseded data were derived.
 CY0992
 CY0992_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYA5616965479(NAD 83)
 CY0992_MARKER: DD = SURVEY DISK
 CY0992_SETTING: 0 = UNSPECIFIED SETTING
 CY0992_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CY0992
 CY0992  HISTORY     - Date     Condition        Report By
 CY0992  HISTORY     - 1976     MONUMENTED       NMHD
 CY0992
 CY0992                          STATION DESCRIPTION
 CY0992
 CY0992'DESCRIBED BY NM HIGHWAY DEPT 1976 (CWW)
 CY0992'STATION IS LOCATED ALONG INTERSTATE 10, 44.90 AIRMILES EAST OF
 CY0992'THE ARIZONA-NEW MEXICO STATE LINE, AND 27.30 AIRMILES ESE OF
 CY0992'LORDSBURG AT HIGHWAY MILEPOST 51.30.
 CY0992'
 CY0992'TO REACH FROM THE INTERSECTION OF I-10 AND MAIN STREET IN
 CY0992'LORDSBURG, GO EAST ON I-10 29.0 MILES TO THE STATION ON THE
 CY0992'RIGHT.  THE STATION IS 67 FEET SOUTH OF THE CENTERLINE OF THE EAST
 CY0992'BOUND LANE OF I-10, AND IS 7 FEET NORTH OF THE RIGHT OF WAY
 CY0992'FENCE LINE.
 CY0992'
 CY0992'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 CY0992'DISC SET IN A CONCRETE POST PROJECTING ABOUT SIX INCHES ABOVE THE
 CY0992'GROUND AND STAMPED 3210825012, 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0991 ***********************************************************************
 CY0991  DESIGNATION -  3210825013
 CY0991  PID         -  CY0991
 CY0991  STATE/COUNTY-  NM/GRANT
 CY0991  USGS QUAD   -  SEPAR NE (1980)
 CY0991
 CY0991                         *CURRENT SURVEY CONTROL
 CY0991  ___________________________________________________________________
 CY0991* NAD 83(1992)-  32 12 06.49853(N)    108 15 20.93039(W)     ADJUSTED  
 CY0991* NAVD 88     -      1394.0    (meters)    4573.     (feet)  VERTCON   
 CY0991  ___________________________________________________________________
 CY0991  LAPLACE CORR-           1.32  (seconds)                    DEFLEC99
 CY0991  GEOID HEIGHT-         -24.82  (meters)                     GEOID03
 CY0991
 CY0991  HORZ ORDER  -  SECOND
 CY0991
 CY0991.The horizontal coordinates were established by classical geodetic methods
 CY0991.and adjusted by the National Geodetic Survey in December 1993..
 CY0991
 CY0991.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0991.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0991
 CY0991.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY0991
 CY0991.The geoid height was determined by GEOID03.
 CY0991
 CY0991;                    North         East     Units Scale Factor Converg.
 CY0991;SPC NM W     -   133,323.149   790,169.324   MT  0.99993622   -0 13 30.5
 CY0991;SPC NM W     -   437,411.03  2,592,413.86   sFT  0.99993622   -0 13 30.5
 CY0991;UTM  12      - 3,566,107.337   758,676.750   MT  1.00042526   +1 27 47.5
 CY0991
 CY0991!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY0991!SPC NM W     -   0.99978507  x   0.99993622  =   0.99972130
 CY0991!UTM  12      -   0.99978507  x   1.00042526  =   1.00021024
 CY0991
 CY0991:                Primary Azimuth Mark                     Grid Az
 CY0991:SPC NM W     -  3210825014                               077 24 22.3
 CY0991:UTM  12      -  3210825014                               075 43 04.3
 CY0991
 CY0991|---------------------------------------------------------------------|
 CY0991| PID    Reference Object                     Distance      Geod. Az  |
 CY0991|                                                           dddmmss.s |
 CY0991| CY0989 3210825014                          APPROX. 2.5 KM 0771051.8 |
 CY0991|---------------------------------------------------------------------|
 CY0991
 CY0991                          SUPERSEDED SURVEY CONTROL
 CY0991
 CY0991  NAD 83(1992)-  32 12 06.49550(N)    108 15 20.92841(W) AD(       ) 2
 CY0991  NAD 83(1986)-  32 12 06.49527(N)    108 15 20.92837(W) AD(       ) 2
 CY0991  NAD 27      -  32 12 06.17737(N)    108 15 18.77429(W) AD(       ) 2
 CY0991  NGVD 29 (07/19/86) 1393.2    (m)         4571.     (f) VERT ANG       
 CY0991
 CY0991.Superseded values are not recommended for survey control.
 CY0991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0991.See file dsdata.txt to determine how the superseded data were derived.
 CY0991
 CY0991_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYA5867766107(NAD 83)
 CY0991_MARKER: DD = SURVEY DISK
 CY0991_SETTING: 0 = UNSPECIFIED SETTING
 CY0991_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CY0991
 CY0991  HISTORY     - Date     Condition        Report By
 CY0991  HISTORY     - 1976     MONUMENTED       NMHD
 CY0991
 CY0991                          STATION DESCRIPTION
 CY0991
 CY0991'DESCRIBED BY NM HIGHWAY DEPT 1976 (CWW)
 CY0991'STATION IS LOCATED ALONG INTERSTATE 10, 46.40 AIRMILES EAST OF
 CY0991'THE ARIZONA-NEW MEXICO STATE LINE, AND 28.60 AIRMILES ESE OF
 CY0991'LORDSBURG AT HIGHWAY MILEPOST 52.90.
 CY0991'
 CY0991'TO REACH FROM THE INTERSECTION OF I-10 AND MAIN STREET IN
 CY0991'LORDSBURG, GO EAST ON I-10 30.6 MILES TO THE STATION ON THE
 CY0991'RIGHT.  THE STATION IS 72 FEET SOUTH OF THE CENTERLINE OF THE EAST
 CY0991'BOUND LANE OF I-10, AND IS 7 FEET NORTH OF THE RIGHT OF WAY
 CY0991'FENCE LINE.
 CY0991'
 CY0991'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 CY0991'DISC SET IN A CONCRETE POST PROJECTING ABOUT SIX INCHES ABOVE
 CY0991'THE GROUND AND STAMPED 3210825013, 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0989 ***********************************************************************
 CY0989  DESIGNATION -  3210825014
 CY0989  PID         -  CY0989
 CY0989  STATE/COUNTY-  NM/LUNA
 CY0989  USGS QUAD   -  GAGE NW (1976)
 CY0989
 CY0989                         *CURRENT SURVEY CONTROL
 CY0989  ___________________________________________________________________
 CY0989* NAD 83(1992)-  32 12 24.64154(N)    108 13 47.09819(W)     ADJUSTED  
 CY0989* NAVD 88     -      1390.84   (+/-2cm)    4563.1    (feet)  VERTCON   
 CY0989  ___________________________________________________________________
 CY0989  LAPLACE CORR-           1.19  (seconds)                    DEFLEC99
 CY0989  GEOID HEIGHT-         -24.79  (meters)                     GEOID03
 CY0989
 CY0989  HORZ ORDER  -  SECOND
 CY0989  VERT ORDER  -  THIRD ? (See Below)
 CY0989
 CY0989.The horizontal coordinates were established by classical geodetic methods
 CY0989.and adjusted by the National Geodetic Survey in December 1993..
 CY0989
 CY0989.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0989.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0989.The vertical order pertains to the NGVD 29 superseded value.
 CY0989
 CY0989.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY0989
 CY0989.The geoid height was determined by GEOID03.
 CY0989
 CY0989;                    North         East     Units Scale Factor Converg.
 CY0989;SPC NM W     -   133,872.607   792,628.714   MT  0.99993388   -0 12 40.6
 CY0989;SPC NM W     -   439,213.71  2,600,482.71   sFT  0.99993388   -0 12 40.6
 CY0989;UTM  12      - 3,566,729.333   761,120.098   MT  1.00044093   +1 28 38.3
 CY0989
 CY0989!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY0989!SPC NM W     -   0.99978556  x   0.99993388  =   0.99971945
 CY0989!UTM  12      -   0.99978556  x   1.00044093  =   1.00022639
 CY0989
 CY0989:                Primary Azimuth Mark                     Grid Az
 CY0989:SPC NM W     -  3210825015                               077 58 46.5
 CY0989:UTM  12      -  3210825015                               076 17 27.6
 CY0989
 CY0989|---------------------------------------------------------------------|
 CY0989| PID    Reference Object                     Distance      Geod. Az  |
 CY0989|                                                           dddmmss.s |
 CY0989| CY0988 3210825015                          APPROX. 2.4 KM 0774605.9 |
 CY0989|---------------------------------------------------------------------|
 CY0989
 CY0989                          SUPERSEDED SURVEY CONTROL
 CY0989
 CY0989  NAD 83(1986)-  32 12 24.63837(N)    108 13 47.09622(W) AD(       ) 2
 CY0989  NAD 27      -  32 12 24.32276(N)    108 13 44.94520(W) AD(       ) 2
 CY0989  NGVD 29 (07/19/86) 1390.07   (m)         4560.6    (f) LEVELING    3  
 CY0989
 CY0989.Superseded values are not recommended for survey control.
 CY0989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0989.See file dsdata.txt to determine how the superseded data were derived.
 CY0989
 CY0989_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYA6112066729(NAD 83)
 CY0989_MARKER: DD = SURVEY DISK
 CY0989_SETTING: 0 = UNSPECIFIED SETTING
 CY0989_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CY0989
 CY0989  HISTORY     - Date     Condition        Report By
 CY0989  HISTORY     - 1974     MONUMENTED       NMHD
 CY0989
 CY0989                          STATION DESCRIPTION
 CY0989
 CY0989'DESCRIBED BY NM HIGHWAY DEPT 1974 (CWW)
 CY0989'THE STATION IS LOCATED IN LUNA COUNTY, NEW MEXICO ALONG
 CY0989'INTERSTATE 10, 27.9 AIRMILES WEST OF DEMING, NEW MEXICO AND 3
 CY0989'FEET WEST OF THE GRANT/LUNA COUNTY LINE.
 CY0989'
 CY0989'THE STATION IS AT MILEPOST 54.50.
 CY0989'
 CY0989'TO REACH FROM THE INTERSECTION OF PINE STREET (U.S. 70-80) AND
 CY0989'GOLD AVENUE (U.S. 180) IN DEMING GO NORTH ON GOLD AVENUE 0.2
 CY0989'MILES PASSING UNDER THE INTERSTATE HIGHWAY.  TURN LEFT ONTO
 CY0989'RAILROAD BOULEVARD AND GO WEST 0.15 MILES TO A FORK.  TAKE THE
 CY0989'LEFT FORK AND GO 0.1 MILES ENTERING THE FREEWAY.  FROM THIS POINT
 CY0989'GO WEST 27.7 MILES TO THE STATION ON THE LEFT.  THE STATION IS
 CY0989'34 FEET SOUTH OF THE CENTERLINE OF THE EAST-BOUND LANE AND 47
 CY0989'FEET NORTH OF THE SOUTH RIGHT OF WAY FENCE UNDER A ROADWAY
 CY0989'SIGN LUNA COUNTY.
 CY0989'
 CY0989'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 CY0989'DISK SET IN A CONCRETE POST PROJECTING ABOUT SIX INCHES ABOVE THE
 CY0989'GROUND AND STAMPED 3210825014, 1974.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0988 ***********************************************************************
 CY0988  DESIGNATION -  3210825015
 CY0988  PID         -  CY0988
 CY0988  STATE/COUNTY-  NM/LUNA
 CY0988  USGS QUAD   -  GAGE NW (1976)
 CY0988
 CY0988                         *CURRENT SURVEY CONTROL
 CY0988  ___________________________________________________________________
 CY0988* NAD 83(1992)-  32 12 41.46917(N)    108 12 15.74536(W)     ADJUSTED  
 CY0988* NAVD 88     -      1397.74   (+/-2cm)    4585.8    (feet)  VERTCON   
 CY0988  ___________________________________________________________________
 CY0988  LAPLACE CORR-           1.36  (seconds)                    DEFLEC99
 CY0988  GEOID HEIGHT-         -24.75  (meters)                     GEOID03
 CY0988
 CY0988  HORZ ORDER  -  SECOND
 CY0988  VERT ORDER  -  THIRD ? (See Below)
 CY0988
 CY0988.The horizontal coordinates were established by classical geodetic methods
 CY0988.and adjusted by the National Geodetic Survey in December 1993..
 CY0988
 CY0988.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0988.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0988.The vertical order pertains to the NGVD 29 superseded value.
 CY0988
 CY0988.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY0988
 CY0988.The geoid height was determined by GEOID03.
 CY0988
 CY0988;                    North         East     Units Scale Factor Converg.
 CY0988;SPC NM W     -   134,382.369   795,022.766   MT  0.99993175   -0 11 52.0
 CY0988;SPC NM W     -   440,886.16  2,608,337.19   sFT  0.99993175   -0 11 52.0
 CY0988;UTM  12      - 3,567,309.724   763,499.315   MT  1.00045633   +1 29 27.8
 CY0988
 CY0988!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY0988!SPC NM W     -   0.99978447  x   0.99993175  =   0.99971623
 CY0988!UTM  12      -   0.99978447  x   1.00045633  =   1.00024070
 CY0988
 CY0988:                Primary Azimuth Mark                     Grid Az
 CY0988:SPC NM W     -  3210825016                               077 57 26.1
 CY0988:UTM  12      -  3210825016                               076 16 06.3
 CY0988
 CY0988|---------------------------------------------------------------------|
 CY0988| PID    Reference Object                     Distance      Geod. Az  |
 CY0988|                                                           dddmmss.s |
 CY0988| CY0987 3210825016                          APPROX. 2.5 KM 0774534.1 |
 CY0988|---------------------------------------------------------------------|
 CY0988
 CY0988                          SUPERSEDED SURVEY CONTROL
 CY0988
 CY0988  NAD 83(1986)-  32 12 41.46612(N)    108 12 15.74350(W) AD(       ) 2
 CY0988  NAD 27      -  32 12 41.14926(N)    108 12 13.59426(W) AD(       ) 2
 CY0988  NGVD 29 (07/19/86) 1396.98   (m)         4583.3    (f) LEVELING    3  
 CY0988
 CY0988.Superseded values are not recommended for survey control.
 CY0988.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0988.See file dsdata.txt to determine how the superseded data were derived.
 CY0988
 CY0988_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYA6349967310(NAD 83)
 CY0988_MARKER: DD = SURVEY DISK
 CY0988_SETTING: 0 = UNSPECIFIED SETTING
 CY0988_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CY0988
 CY0988  HISTORY     - Date     Condition        Report By
 CY0988  HISTORY     - 1974     MONUMENTED       NMHD
 CY0988
 CY0988                          STATION DESCRIPTION
 CY0988
 CY0988'DESCRIBED BY NM HIGHWAY DEPT 1974 (CWW)
 CY0988'THE STATION IS LOCATED IN LUNA COUNTY, NEW MEXICO ALONG INTERSTATE
 CY0988'10, 26.4 AIRMILES WEST OF DEMING, NEW MEXICO AND 1.5 ROADMILES
 CY0988'EAST OF THE GRANT/LUNA COUNTY LINE.
 CY0988'
 CY0988'THE STATION IS AT MILEPOST 56.02.
 CY0988'
 CY0988'TO REACH FROM THE INTERSECTION OF PINE STREET (U.S. 70-80) AND
 CY0988'GOLD AVENUE (U.S. 180) IN DEMING GO NORTH ON GOLD AVENUE 0.2 MILES
 CY0988'PASSING UNDER THE INTERSTATE HIGHWAY.  TURN LEFT ONTO RAILROAD
 CY0988'BOULEVARD AND GO WEST 0.15 MILES TO A FORK.  TAKE THE LEFT FORK
 CY0988'AND GO 0.1 MILES ENTERING THE FREEWAY.  FROM THIS POINT GO WEST
 CY0988'26.2 MILES TO THE STATION ON THE LEFT.  THE STATION IS 75 FEET
 CY0988'SOUTH OF THE CENTERLINE OF THE EAST-BOUND LANE ON THE OVERPASS
 CY0988'OF EXIT 55 NEAR THE SOUTHWEST CORNER OF THE BRIDGE AND 25 FEET
 CY0988'WEST OF THE CENTERLINE OF THE OVERPASS ROAD.
 CY0988'
 CY0988'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 CY0988'DISK SET IN A CONCRETE POST PROJECTING ABOUT SIX INCHES ABOVE
 CY0988'THE GROUND AND STAMPED 3210825015, 1974.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0987 ***********************************************************************
 CY0987  DESIGNATION -  3210825016
 CY0987  PID         -  CY0987
 CY0987  STATE/COUNTY-  NM/LUNA
 CY0987  USGS QUAD   -  GAGE NW (1976)
 CY0987
 CY0987                         *CURRENT SURVEY CONTROL
 CY0987  ___________________________________________________________________
 CY0987* NAD 83(1992)-  32 12 58.77083(N)    108 10 41.88261(W)     ADJUSTED  
 CY0987* NAVD 88     -      1391.4    (meters)    4565.     (feet)  VERTCON   
 CY0987  ___________________________________________________________________
 CY0987  LAPLACE CORR-           1.51  (seconds)                    DEFLEC99
 CY0987  GEOID HEIGHT-         -24.71  (meters)                     GEOID03
 CY0987
 CY0987  HORZ ORDER  -  SECOND
 CY0987
 CY0987.The horizontal coordinates were established by classical geodetic methods
 CY0987.and adjusted by the National Geodetic Survey in December 1993..
 CY0987
 CY0987.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0987.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0987
 CY0987.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY0987
 CY0987.The geoid height was determined by GEOID03.
 CY0987
 CY0987;                    North         East     Units Scale Factor Converg.
 CY0987;SPC NM W     -   134,907.085   797,482.338   MT  0.99992970   -0 11 02.1
 CY0987;SPC NM W     -   442,607.66  2,616,406.64   sFT  0.99992970   -0 11 02.1
 CY0987;UTM  12      - 3,567,907.023   765,943.657   MT  1.00047229   +1 30 18.6
 CY0987
 CY0987!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY0987!SPC NM W     -   0.99978546  x   0.99992970  =   0.99971518
 CY0987!UTM  12      -   0.99978546  x   1.00047229  =   1.00025765
 CY0987
 CY0987:                Primary Azimuth Mark                     Grid Az
 CY0987:SPC NM W     -  3210825017                               080 12 40.4
 CY0987:UTM  12      -  3210825017                               078 31 19.7
 CY0987
 CY0987|---------------------------------------------------------------------|
 CY0987| PID    Reference Object                     Distance      Geod. Az  |
 CY0987|                                                           dddmmss.s |
 CY0987| CY0986 3210825017                          APPROX. 2.4 KM 0800138.3 |
 CY0987|---------------------------------------------------------------------|
 CY0987
 CY0987                          SUPERSEDED SURVEY CONTROL
 CY0987
 CY0987  NAD 83(1986)-  32 12 58.76794(N)    108 10 41.88088(W) AD(       ) 2
 CY0987  NAD 27      -  32 12 58.45062(N)    108 10 39.73366(W) AD(       ) 2
 CY0987  NGVD 29 (07/19/86) 1390.6    (m)         4562.     (f) VERT ANG       
 CY0987
 CY0987.Superseded values are not recommended for survey control.
 CY0987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0987.See file dsdata.txt to determine how the superseded data were derived.
 CY0987
 CY0987_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYA6594467907(NAD 83)
 CY0987_MARKER: DD = SURVEY DISK
 CY0987_SETTING: 0 = UNSPECIFIED SETTING
 CY0987_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CY0987
 CY0987  HISTORY     - Date     Condition        Report By
 CY0987  HISTORY     - 1974     MONUMENTED       NMHD
 CY0987
 CY0987                          STATION DESCRIPTION
 CY0987
 CY0987'DESCRIBED BY NM HIGHWAY DEPT 1974 (CWW)
 CY0987'THE STATION IS LOCATED IN LUNA COUNTY, NEW MEXICO ALONG INTERSTATE
 CY0987'10, 24.8 AIRMILES WEST OF DEMING, NEW MEXICO AND 3.1 ROADMILES
 CY0987'EAST OF THE GRANT/LUNA COUNTY LINE.
 CY0987'
 CY0987'THE STATION IS AT MILEPOST 57.58.
 CY0987'
 CY0987'TO REACH FROM THE INTERSECTION OF PINE STREET (U.S. 70-80) AND
 CY0987'GOLD AVENUE (U.S. 180) IN DEMING GO NORTH ON GOLD AVENUE 0.2
 CY0987'MILES PASSING UNDER THE INTERSTATE HIGHWAY.  TURN LEFT ONTO
 CY0987'RAILROAD BOULEVARD AND GO WEST 0.15 MILES TO A FORK.  TAKE THE
 CY0987'LEFT FORK AND GO 0.1 MILES ENTERING THE FREEWAY.  FROM THIS POINT
 CY0987'GO WEST 24.6 MILES TO THE STATION ON THE LEFT.  THE STATION IS
 CY0987'128 FEET SOUTH OF THE CENTERLINE OF THE EAST-BOUND LANE AND 8
 CY0987'FEET NORTH OF THE SOUTH RIGHT OF WAY FENCE.
 CY0987'
 CY0987'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 CY0987'DISK SET IN A CONCRETE POST PROJECTING ABOUT SIX INCHES ABOVE THE
 CY0987'GROUND AND STAMPED 3210825016, 1974.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0986 ***********************************************************************
 CY0986  DESIGNATION -  3210825017
 CY0986  PID         -  CY0986
 CY0986  STATE/COUNTY-  NM/LUNA
 CY0986  USGS QUAD   -  GAGE NW (1976)
 CY0986
 CY0986                         *CURRENT SURVEY CONTROL
 CY0986  ___________________________________________________________________
 CY0986* NAD 83(1992)-  32 13 12.05461(N)    108 09 12.95548(W)     ADJUSTED  
 CY0986* NAVD 88     -      1391.9    (meters)    4567.     (feet)  VERTCON   
 CY0986  ___________________________________________________________________
 CY0986  LAPLACE CORR-           1.46  (seconds)                    DEFLEC99
 CY0986  GEOID HEIGHT-         -24.67  (meters)                     GEOID03
 CY0986
 CY0986  HORZ ORDER  -  SECOND
 CY0986
 CY0986.The horizontal coordinates were established by classical geodetic methods
 CY0986.and adjusted by the National Geodetic Survey in December 1993..
 CY0986
 CY0986.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0986.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0986
 CY0986.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY0986
 CY0986.The geoid height was determined by GEOID03.
 CY0986
 CY0986;                    North         East     Units Scale Factor Converg.
 CY0986;SPC NM W     -   135,309.026   799,812.051   MT  0.99992790   -0 10 14.7
 CY0986;SPC NM W     -   443,926.36  2,624,050.04   sFT  0.99992790   -0 10 14.7
 CY0986;UTM  12      - 3,568,377.724   768,261.786   MT  1.00048756   +1 31 06.7
 CY0986
 CY0986!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY0986!SPC NM W     -   0.99978536  x   0.99992790  =   0.99971328
 CY0986!UTM  12      -   0.99978536  x   1.00048756  =   1.00027282
 CY0986
 CY0986:                Primary Azimuth Mark                     Grid Az
 CY0986:SPC NM W     -  3210825018                               079 33 49.5
 CY0986:UTM  12      -  3210825018                               077 52 28.1
 CY0986
 CY0986|---------------------------------------------------------------------|
 CY0986| PID    Reference Object                     Distance      Geod. Az  |
 CY0986|                                                           dddmmss.s |
 CY0986| CY0985 3210825018                          APPROX. 2.2 KM 0792334.8 |
 CY0986|---------------------------------------------------------------------|
 CY0986
 CY0986                          SUPERSEDED SURVEY CONTROL
 CY0986
 CY0986  NAD 83(1986)-  32 13 12.05190(N)    108 09 12.95387(W) AD(       ) 2
 CY0986  NAD 27      -  32 13 11.73462(N)    108 09 10.80875(W) AD(       ) 2
 CY0986  NGVD 29 (07/19/86) 1391.2    (m)         4564.     (f) VERT ANG       
 CY0986
 CY0986.Superseded values are not recommended for survey control.
 CY0986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0986.See file dsdata.txt to determine how the superseded data were derived.
 CY0986
 CY0986_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYA6826268378(NAD 83)
 CY0986_MARKER: DD = SURVEY DISK
 CY0986_SETTING: 0 = UNSPECIFIED SETTING
 CY0986_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CY0986
 CY0986  HISTORY     - Date     Condition        Report By
 CY0986  HISTORY     - 1974     MONUMENTED       NMHD
 CY0986
 CY0986                          STATION DESCRIPTION
 CY0986
 CY0986'DESCRIBED BY NM HIGHWAY DEPT 1974 (CWW)
 CY0986'THE STATION IS LOCATED IN LUNA COUNTY, NEW MEXICO ALONG INTERSTATE
 CY0986'10, 23.4 AIRMILES WEST OF DEMING, NEW MEXICO AND 4.6 ROADMILES
 CY0986'EAST OF THE GRANT/LUNA COUNTY LINE.
 CY0986'
 CY0986'THE STATION IS AT MILEPOST 59.05.
 CY0986'
 CY0986'TO REACH FROM THE INTERSECTION OF PINE STREET (U.S. 70-80) AND
 CY0986'GOLD AVENUE (U.S. 180) IN DEMING GO NORTH ON GOLD AVENUE 0.2
 CY0986'MILES PASSING UNDER THE INTERSTATE HIGHWAY.  TURN LEFT ONTO
 CY0986'RAILROAD BOULEVARD AND GO WEST 0.15 MILES TO A FORK.  TAKE THE
 CY0986'LEFT FORK AND GO 0.1 MILES ENTERING THE FREEWAY.  FROM THIS
 CY0986'POINT GO WEST 23.2 MILES TO THE STATION ON THE LEFT.  THE
 CY0986'STATION IS 78 FEET SOUTH OF THE CENTERLINE OF THE EAST-BOUND
 CY0986'LANE AND 51 FEET NORTH OF THE SOUTH RIGHT OF WAY FENCE.
 CY0986'
 CY0986'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 CY0986'DISK SET IN A CONCRETE POST PROJECTING ABOUT SIX INCHES ABOVE THE
 CY0986'GROUND AND STAMPED 3210825017, 1974.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0985 ***********************************************************************
 CY0985  DESIGNATION -  3210825018
 CY0985  PID         -  CY0985
 CY0985  STATE/COUNTY-  NM/LUNA
 CY0985  USGS QUAD   -  GAGE NW (1976)
 CY0985
 CY0985                         *CURRENT SURVEY CONTROL
 CY0985  ___________________________________________________________________
 CY0985* NAD 83(1992)-  32 13 25.21184(N)    108 07 50.25744(W)     ADJUSTED  
 CY0985* NAVD 88     -      1381.4    (meters)    4532.     (feet)  VERTCON   
 CY0985  ___________________________________________________________________
 CY0985  LAPLACE CORR-           0.99  (seconds)                    DEFLEC99
 CY0985  GEOID HEIGHT-         -24.63  (meters)                     GEOID03
 CY0985
 CY0985  HORZ ORDER  -  SECOND
 CY0985
 CY0985.The horizontal coordinates were established by classical geodetic methods
 CY0985.and adjusted by the National Geodetic Survey in December 1993..
 CY0985
 CY0985.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0985.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0985
 CY0985.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY0985
 CY0985.The geoid height was determined by GEOID03.
 CY0985
 CY0985;                    North         East     Units Scale Factor Converg.
 CY0985;SPC NM W     -   135,708.055   801,978.472   MT  0.99992635   -0 09 30.7
 CY0985;SPC NM W     -   445,235.51  2,631,157.70   sFT  0.99992635   -0 09 30.7
 CY0985;UTM  12      - 3,568,840.710   770,416.724   MT  1.00050188   +1 31 51.4
 CY0985
 CY0985!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY0985!SPC NM W     -   0.99978701  x   0.99992635  =   0.99971337
 CY0985!UTM  12      -   0.99978701  x   1.00050188  =   1.00028878
 CY0985
 CY0985:                Primary Azimuth Mark                     Grid Az
 CY0985:SPC NM W     -  3210825019                               085 27 01.1
 CY0985:UTM  12      -  3210825019                               083 45 39.0
 CY0985
 CY0985|---------------------------------------------------------------------|
 CY0985| PID    Reference Object                     Distance      Geod. Az  |
 CY0985|                                                           dddmmss.s |
 CY0985| CY0978 3210825019                          APPROX. 1.5 KM 0851730.4 |
 CY0985|---------------------------------------------------------------------|
 CY0985
 CY0985                          SUPERSEDED SURVEY CONTROL
 CY0985
 CY0985  NAD 83(1986)-  32 13 25.20931(N)    108 07 50.25594(W) AD(       ) 2
 CY0985  NAD 27      -  32 13 24.89243(N)    108 07 48.11283(W) AD(       ) 2
 CY0985  NGVD 29 (07/19/86) 1380.7    (m)         4530.     (f) VERT ANG       
 CY0985
 CY0985.Superseded values are not recommended for survey control.
 CY0985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0985.See file dsdata.txt to determine how the superseded data were derived.
 CY0985
 CY0985_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYA7041768841(NAD 83)
 CY0985_MARKER: DD = SURVEY DISK
 CY0985_SETTING: 0 = UNSPECIFIED SETTING
 CY0985_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CY0985
 CY0985  HISTORY     - Date     Condition        Report By
 CY0985  HISTORY     - 1974     MONUMENTED       NMHD
 CY0985
 CY0985                          STATION DESCRIPTION
 CY0985
 CY0985'DESCRIBED BY NM HIGHWAY DEPT 1974 (CWW)
 CY0985'THE STATION IS LOCATED IN LUNA COUNTY, NEW MEXICO ALONG
 CY0985'INTERSTATE 10, 22.0 AIRMILES WEST OF DEMING, NEW MEXICO AND 5.9
 CY0985'ROADMILES EAST OF THE GRANT/LUNA COUNTY LINE.
 CY0985'
 CY0985'THE STATION IS AT MILEPOST 60.42.
 CY0985'
 CY0985'TO REACH FROM THE INTERSECTION OF PINE STREET (U.S. 70-80) AND
 CY0985'GOLD AVENUE (U.S. 180) IN DEMING GO NORTH ON GOLD AVENUE 0.2 MILES
 CY0985'PASSING UNDER THE INTERSTATE HIGHWAY.  TURN LEFT ONTO RAILROAD
 CY0985'BOULEVARD AND GO WEST 0.15 MILES TO A FORK.  TAKE THE LEFT FORK
 CY0985'AND GO 0.1 MILES ENTERING THE FREEWAY.  FROM THIS POINT GO WEST
 CY0985'21.8 MILES TO THE STATION ON THE RIGHT.  THE STATION IS 68 FEET
 CY0985'NORTH OF THE CENTERLINE OF THE WEST-BOUND LANE AND 12 FEET
 CY0985'SOUTH OF THE NORTH RIGHT OF WAY FENCE.
 CY0985'
 CY0985'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION DISK
 CY0985'SET IN A CONCRETE POST PROJECTING ABOUT SIX INCHES ABOVE THE
 CY0985'GROUND AND STAMPED 3210825018, 1974.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0978 ***********************************************************************
 CY0978  DESIGNATION -  3210825019
 CY0978  PID         -  CY0978
 CY0978  STATE/COUNTY-  NM/LUNA
 CY0978  USGS QUAD   -  GAGE (1976)
 CY0978
 CY0978                         *CURRENT SURVEY CONTROL
 CY0978  ___________________________________________________________________
 CY0978* NAD 83(1992)-  32 13 29.20693(N)    108 06 53.14087(W)     ADJUSTED  
 CY0978* NAVD 88     -      1376.7    (meters)    4517.     (feet)  VERTCON   
 CY0978  ___________________________________________________________________
 CY0978  LAPLACE CORR-           0.63  (seconds)                    DEFLEC99
 CY0978  GEOID HEIGHT-         -24.62  (meters)                     GEOID03
 CY0978
 CY0978  HORZ ORDER  -  SECOND
 CY0978
 CY0978.The horizontal coordinates were established by classical geodetic methods
 CY0978.and adjusted by the National Geodetic Survey in December 1993..
 CY0978
 CY0978.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0978.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0978
 CY0978.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY0978
 CY0978.The geoid height was determined by GEOID03.
 CY0978
 CY0978;                    North         East     Units Scale Factor Converg.
 CY0978;SPC NM W     -   135,827.079   803,474.228   MT  0.99992534   -0 09 00.3
 CY0978;SPC NM W     -   445,626.01  2,636,065.03   sFT  0.99992534   -0 09 00.3
 CY0978;UTM  12      - 3,569,003.877   771,909.188   MT  1.00051186   +1 32 22.1
 CY0978
 CY0978!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY0978!SPC NM W     -   0.99978774  x   0.99992534  =   0.99971310
 CY0978!UTM  12      -   0.99978774  x   1.00051186  =   1.00029950
 CY0978
 CY0978:                Primary Azimuth Mark                     Grid Az
 CY0978:SPC NM W     -  3210825020                               080 24 45.8
 CY0978:UTM  12      -  3210825020                               078 43 23.4
 CY0978
 CY0978|---------------------------------------------------------------------|
 CY0978| PID    Reference Object                     Distance      Geod. Az  |
 CY0978|                                                           dddmmss.s |
 CY0978| CY0977 3210825020                          APPROX. 2.6 KM 0801545.5 |
 CY0978|---------------------------------------------------------------------|
 CY0978
 CY0978                          SUPERSEDED SURVEY CONTROL
 CY0978
 CY0978  NAD 83(1986)-  32 13 29.20453(N)    108 06 53.13941(W) AD(       ) 2
 CY0978  NAD 27      -  32 13 28.88788(N)    108 06 50.99773(W) AD(       ) 2
 CY0978  NGVD 29 (07/19/86) 1376.0    (m)         4514.     (f) VERT ANG       
 CY0978
 CY0978.Superseded values are not recommended for survey control.
 CY0978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0978.See file dsdata.txt to determine how the superseded data were derived.
 CY0978
 CY0978_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYA7190969004(NAD 83)
 CY0978_MARKER: DD = SURVEY DISK
 CY0978_SETTING: 0 = UNSPECIFIED SETTING
 CY0978_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CY0978
 CY0978  HISTORY     - Date     Condition        Report By
 CY0978  HISTORY     - 1974     MONUMENTED       NMHD
 CY0978
 CY0978                          STATION DESCRIPTION
 CY0978
 CY0978'DESCRIBED BY NM HIGHWAY DEPT 1974 (CWW)
 CY0978'THE STATION IS LOCATED IN LUNA COUNTY, NEW MEXICO ALONG
 CY0978'INTERSTATE 10, 21.2 AIRMILES WEST OF DEMING, NEW MEXICO AND
 CY0978'6.9 ROADMILES EAST OF THE GRANT/LUNA COUNTY LINE.
 CY0978'
 CY0978'THE STATIONIS AT MILEPOST 61.35.
 CY0978'
 CY0978'TO REACH FROM THE INTERSECTION OF PINE STREET (U.S. 70-80) AND
 CY0978'GOLD AVENUE (U.S. 180) IN DEMING GO NORTH ON GOLD AVENUE 0.2 MILES
 CY0978'PASSING UNDER THE INTERSTATE HIGHWAY.  TURN LEFT ONTO RAILROAD
 CY0978'BOULEVARD AND GO WEST 0.15 MILES TO A FORK.  TAKE THE LEFT FORK
 CY0978'AND GO 0.1 MILES ENTERING THE FREEWAY.  FROM THIS POINT GO WEST
 CY0978'20.9 MILES TO THE STATION ON THE LEFT.  THE STATION IS 119 FEET
 CY0978'SOUTH OF THE CENTERLINE OF THE EAST-BOUND LANE AND 11 FEET
 CY0978'NORTH OF THE SOUTH RIGHT OF WAY FENCE.
 CY0978'
 CY0978'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 CY0978'DISK SET IN A CONCRETE POST PROJECTING ABOUT SIX INCHES ABOVE THE
 CY0978'GROUND AND STAMPED 3210825019, 1974.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0977 ***********************************************************************
 CY0977  DESIGNATION -  3210825020
 CY0977  PID         -  CY0977
 CY0977  STATE/COUNTY-  NM/LUNA
 CY0977  USGS QUAD   -  GAGE (1976)
 CY0977
 CY0977                         *CURRENT SURVEY CONTROL
 CY0977  ___________________________________________________________________
 CY0977* NAD 83(1992)-  32 13 43.64018(N)    108 05 14.11745(W)     ADJUSTED  
 CY0977* NAVD 88     -      1373.3    (meters)    4506.     (feet)  VERTCON   
 CY0977  ___________________________________________________________________
 CY0977  LAPLACE CORR-           0.18  (seconds)                    DEFLEC99
 CY0977  GEOID HEIGHT-         -24.61  (meters)                     GEOID03
 CY0977
 CY0977  HORZ ORDER  -  SECOND
 CY0977
 CY0977.The horizontal coordinates were established by classical geodetic methods
 CY0977.and adjusted by the National Geodetic Survey in December 1993..
 CY0977
 CY0977.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0977.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0977
 CY0977.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY0977
 CY0977.The geoid height was determined by GEOID03.
 CY0977
 CY0977;                    North         East     Units Scale Factor Converg.
 CY0977;SPC NM W     -   136,265.172   806,067.890   MT  0.99992373   -0 08 07.5
 CY0977;SPC NM W     -   447,063.32  2,644,574.40   sFT  0.99992373   -0 08 07.5
 CY0977;UTM  12      - 3,569,518.562   774,490.342   MT  1.00052926   +1 33 15.6
 CY0977
 CY0977!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY0977!SPC NM W     -   0.99978828  x   0.99992373  =   0.99971202
 CY0977!UTM  12      -   0.99978828  x   1.00052926  =   1.00031743
 CY0977
 CY0977:                Primary Azimuth Mark                     Grid Az
 CY0977:SPC NM W     -  3210825021                               080 33 46.6
 CY0977:UTM  12      -  3210825021                               078 52 23.5
 CY0977
 CY0977|---------------------------------------------------------------------|
 CY0977| PID    Reference Object                     Distance      Geod. Az  |
 CY0977|                                                           dddmmss.s |
 CY0977| CY0976 3210825021                          APPROX. 2.6 KM 0802539.1 |
 CY0977|---------------------------------------------------------------------|
 CY0977
 CY0977                          SUPERSEDED SURVEY CONTROL
 CY0977
 CY0977  NAD 83(1986)-  32 13 43.63800(N)    108 05 14.11613(W) AD(       ) 2
 CY0977  NAD 27      -  32 13 43.32204(N)    108 05 11.97692(W) AD(       ) 2
 CY0977  NGVD 29 (07/19/86) 1372.6    (m)         4503.     (f) VERT ANG       
 CY0977
 CY0977.Superseded values are not recommended for survey control.
 CY0977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0977.See file dsdata.txt to determine how the superseded data were derived.
 CY0977
 CY0977_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYA7449069519(NAD 83)
 CY0977_MARKER: DD = SURVEY DISK
 CY0977_SETTING: 0 = UNSPECIFIED SETTING
 CY0977_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CY0977
 CY0977  HISTORY     - Date     Condition        Report By
 CY0977  HISTORY     - 1974     MONUMENTED       NMHD
 CY0977
 CY0977                          STATION DESCRIPTION
 CY0977
 CY0977'DESCRIBED BY NM HIGHWAY DEPT 1974 (CWW)
 CY0977'THE STATION IS LOCATED IN LUNA COUNTY, NEW MEXICO ALONG INTERSTATE
 CY0977'10, 19.4 AIRMILES WEST OF DEMING, NEW MEXICO AND 8.5 ROADMILES
 CY0977'EAST OF THE GRANT/LUNA COUNTY LINE.
 CY0977'
 CY0977'THE STATION IS AT MILEPOST 62.97.
 CY0977'
 CY0977'TO REACH FROM THE INTERSECTION OF PINE STREET (U.S. 70-80) AND
 CY0977'GOLD AVENUE (U.S. 180) IN DEMING GO NORTH ON GOLD AVENUE 0.2
 CY0977'MILES PASSING UNDER THE INTERSTATE HIGHWAY.  TURN LEFT ONTO
 CY0977'RAILROAD BOULEVARD AND GO WEST 0.15 MILES TO A FORK.  TAKE THE
 CY0977'LEFT FORK AND GO 0.1 MILES ENTERING THE FREEWAY.  FROM THIS
 CY0977'POINT GO WEST 19.3 MILES TO THE STATION ON THE LEFT.  THE
 CY0977'STATION IS 49 FEET SOUTH OF THE CENTERLINE OF THE WEST-BOUND
 CY0977'LANE IN THE ROADWAY MEDIAN 3 FEET SOUTH OF A GUARD RAIL.
 CY0977'
 CY0977'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 CY0977'DISK SET IN A CONCRETE POST PROJECTING ABOUT SIX INCHES ABOVE THE
 CY0977'GROUND AND STAMPED 3210825020, 1974.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0976 ***********************************************************************
 CY0976  DESIGNATION -  3210825021
 CY0976  PID         -  CY0976
 CY0976  STATE/COUNTY-  NM/LUNA
 CY0976  USGS QUAD   -  GAGE (1976)
 CY0976
 CY0976                         *CURRENT SURVEY CONTROL
 CY0976  ___________________________________________________________________
 CY0976* NAD 83(1992)-  32 13 57.70781(N)    108 03 35.90285(W)     ADJUSTED  
 CY0976* NAVD 88     -      1364.9    (meters)    4478.     (feet)  VERTCON   
 CY0976  ___________________________________________________________________
 CY0976  LAPLACE CORR-          -0.06  (seconds)                    DEFLEC99
 CY0976  GEOID HEIGHT-         -24.61  (meters)                     GEOID03
 CY0976
 CY0976  HORZ ORDER  -  SECOND
 CY0976
 CY0976.The horizontal coordinates were established by classical geodetic methods
 CY0976.and adjusted by the National Geodetic Survey in December 1993..
 CY0976
 CY0976.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0976.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0976
 CY0976.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY0976
 CY0976.The geoid height was determined by GEOID03.
 CY0976
 CY0976;                    North         East     Units Scale Factor Converg.
 CY0976;SPC NM W     -   136,692.712   808,640.124   MT  0.99992229   -0 07 15.2
 CY0976;SPC NM W     -   448,466.01  2,653,013.47   sFT  0.99992229   -0 07 15.2
 CY0976;UTM  12      - 3,570,022.079   777,050.423   MT  1.00054668   +1 34 08.7
 CY0976;UTM  13      - 3,570,338.154   211,642.012   MT  1.00062554   -1 37 59.5
 CY0976
 CY0976!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY0976!SPC NM W     -   0.99978960  x   0.99992229  =   0.99971190
 CY0976!UTM  12      -   0.99978960  x   1.00054668  =   1.00033616
 CY0976!UTM  13      -   0.99978960  x   1.00062554  =   1.00041501
 CY0976
 CY0976:                Primary Azimuth Mark                     Grid Az
 CY0976:SPC NM W     -  3210825022                               081 43 28.1
 CY0976:UTM  12      -  3210825022                               080 02 04.2
 CY0976:UTM  13      -  3210825022                               083 14 12.4
 CY0976
 CY0976|---------------------------------------------------------------------|
 CY0976| PID    Reference Object                     Distance      Geod. Az  |
 CY0976|                                                           dddmmss.s |
 CY0976| CY0975 3210825022                          APPROX. 2.0 KM 0813612.9 |
 CY0976|---------------------------------------------------------------------|
 CY0976
 CY0976                          SUPERSEDED SURVEY CONTROL
 CY0976
 CY0976  NAD 83(1986)-  32 13 57.70583(N)    108 03 35.90163(W) AD(       ) 2
 CY0976  NAD 27      -  32 13 57.39034(N)    108 03 33.76494(W) AD(       ) 2
 CY0976  NGVD 29 (07/19/86) 1364.2    (m)         4476.     (f) VERT ANG       
 CY0976
 CY0976.Superseded values are not recommended for survey control.
 CY0976.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0976.See file dsdata.txt to determine how the superseded data were derived.
 CY0976
 CY0976_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYA7705070022(NAD 83)
 CY0976_MARKER: DD = SURVEY DISK
 CY0976_SETTING: 0 = UNSPECIFIED SETTING
 CY0976_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CY0976
 CY0976  HISTORY     - Date     Condition        Report By
 CY0976  HISTORY     - 1974     MONUMENTED       NMHD
 CY0976
 CY0976                          STATION DESCRIPTION
 CY0976
 CY0976'DESCRIBED BY NM HIGHWAY DEPT 1974 (CWW)
 CY0976'THE STATION IS LOCATED IN LUNA COUNTY, NEW MEXICO ALONG INTERSTATE
 CY0976'10, 17.8 AIRMILES WEST OF DEMING, NEW MEXICO AND 10.1 ROADMILES
 CY0976'EAST OF THE GRANT/LUNA COUNTY LINE.
 CY0976'
 CY0976'THE STATION IS AT MILEPOST 64.59.
 CY0976'
 CY0976'TO REACH FROM THE INTERSECTION OF PINE STREET (U.S. 70-80) AND
 CY0976'GOLD AVENUE (U.S. 180) IN DEMING GO NORTH ON GOLD AVENUE 0.2
 CY0976'MILES PASSING UNDER THE INTERSTATE HIGHWAY.  TURN LEFT ONTO
 CY0976'RAILROAD BOULEVARD AND GO WEST 0.15 MILES TO A FORK.  TAKE THE
 CY0976'LEFT FORK AND GO 0.1 MILES ENTERING THE FREEWAY.  FROM THIS POINT
 CY0976'GO WEST 17.5 MILES TO THE STATION ON THE LEFT.  THE STATION IS
 CY0976'65 FEET SOUTH OF THE CENTERLINE OF THE EAST-BOUND LANE AND 10
 CY0976'FEET NORTH OF THE SOUTH RIGHT OF WAY FENCE.
 CY0976'
 CY0976'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION DISK
 CY0976'SET IN A CONCRETE POST PROJECTING ABOUT SIX INCHES ABOVE THE GROUND
 CY0976'AND STAMPED 3210825021, 1974.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0975 ***********************************************************************
 CY0975  DESIGNATION -  3210825022
 CY0975  PID         -  CY0975
 CY0975  STATE/COUNTY-  NM/LUNA
 CY0975  USGS QUAD   -  GAGE (1976)
 CY0975
 CY0975                         *CURRENT SURVEY CONTROL
 CY0975  ___________________________________________________________________
 CY0975* NAD 83(1992)-  32 14 07.12711(N)    108 02 20.77196(W)     ADJUSTED  
 CY0975* NAVD 88     -      1359.4    (meters)    4460.     (feet)  VERTCON   
 CY0975  ___________________________________________________________________
 CY0975  LAPLACE CORR-          -0.13  (seconds)                    DEFLEC99
 CY0975  GEOID HEIGHT-         -24.61  (meters)                     GEOID03
 CY0975
 CY0975  HORZ ORDER  -  SECOND
 CY0975
 CY0975.The horizontal coordinates were established by classical geodetic methods
 CY0975.and adjusted by the National Geodetic Survey in December 1993..
 CY0975
 CY0975.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0975.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0975
 CY0975.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY0975
 CY0975.The geoid height was determined by GEOID03.
 CY0975
 CY0975;                    North         East     Units Scale Factor Converg.
 CY0975;SPC NM W     -   136,978.873   810,607.568   MT  0.99992130   -0 06 35.1
 CY0975;SPC NM W     -   449,404.85  2,659,468.33   sFT  0.99992130   -0 06 35.1
 CY0975;UTM  12      - 3,570,366.358   779,009.808   MT  1.00056012   +1 34 49.3
 CY0975;UTM  13      - 3,570,572.452   213,617.699   MT  1.00061153   -1 37 19.8
 CY0975
 CY0975!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY0975!SPC NM W     -   0.99979046  x   0.99992130  =   0.99971178
 CY0975!UTM  12      -   0.99979046  x   1.00056012  =   1.00035046
 CY0975!UTM  13      -   0.99979046  x   1.00061153  =   1.00040186
 CY0975
 CY0975:                Primary Azimuth Mark                     Grid Az
 CY0975:SPC NM W     -  3210825023                               081 45 45.8
 CY0975:UTM  12      -  3210825023                               080 04 21.4
 CY0975:UTM  13      -  3210825023                               083 16 30.5
 CY0975
 CY0975|---------------------------------------------------------------------|
 CY0975| PID    Reference Object                     Distance      Geod. Az  |
 CY0975|                                                           dddmmss.s |
 CY0975| CY0974 3210825023                          APPROX. 2.5 KM 0813910.7 |
 CY0975|---------------------------------------------------------------------|
 CY0975
 CY0975                          SUPERSEDED SURVEY CONTROL
 CY0975
 CY0975  NAD 83(1986)-  32 14 07.12531(N)    108 02 20.77081(W) AD(       ) 2
 CY0975  NAD 27      -  32 14 06.81018(N)    108 02 18.63605(W) AD(       ) 2
 CY0975  NGVD 29 (07/19/86) 1358.7    (m)         4458.     (f) VERT ANG       
 CY0975
 CY0975.Superseded values are not recommended for survey control.
 CY0975.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0975.See file dsdata.txt to determine how the superseded data were derived.
 CY0975
 CY0975_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYA7901070366(NAD 83)
 CY0975_MARKER: DD = SURVEY DISK
 CY0975_SETTING: 0 = UNSPECIFIED SETTING
 CY0975_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CY0975
 CY0975  HISTORY     - Date     Condition        Report By
 CY0975  HISTORY     - 1974     MONUMENTED       NMHD
 CY0975
 CY0975                          STATION DESCRIPTION
 CY0975
 CY0975'DESCRIBED BY NM HIGHWAY DEPT 1974 (CWW)
 CY0975'THE STATION IS LOCATED IN LUNA COUNTY, NEW MEXICO ALONG INTERSTATE
 CY0975'10, 16.6 AIRMILES WEST OF DEMING, NEW MEXICO AND 11.3 ROADMILES
 CY0975'EAST OF THE GRANT/LUNA COUNTY LINE.
 CY0975'
 CY0975'THE STATION IS AT MILEPOST 65.83.
 CY0975'
 CY0975'TO REACH FROM THE INTERSECTION OF PINE STREET (U.S. 70-80) AND
 CY0975'GOLD AVENUE (U.S. 180) IN DEMING GO NORTH ON GOLD AVENUE 0.2
 CY0975'MILES PASSING UNDER THE INTERSTATE HIGHWAY.  TURN LEFT ONTO
 CY0975'RAILROAD BOULEVARD AND GO WEST 0.15 MILES TO A FORK.  TAKE THE
 CY0975'LEFT FORK AND GO 0.1 MILES ENTERING THE FREEWAY.  FROM THIS POINT
 CY0975'GO WEST 16.4 MILES TO THE STATION ON THE LEFT.  THE STATION IS
 CY0975'63 FEET SOUTH OF THE CENTERLINE OF THE EAST-BOUND LANE AND 11
 CY0975'FEET NORTH OF THE SOUTH RIGHT OF WAY FENCE.
 CY0975'
 CY0975'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 CY0975'DISK SET IN A CONCRETE POST PROJECTING ABOUT SIX INCHES ABOVE
 CY0975'THE GROUND AND STAMPED 3210825022, 1974.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0974 ***********************************************************************
 CY0974  DESIGNATION -  3210825023
 CY0974  PID         -  CY0974
 CY0974  STATE/COUNTY-  NM/LUNA
 CY0974  USGS QUAD   -  GAGE (1976)
 CY0974
 CY0974                         *CURRENT SURVEY CONTROL
 CY0974  ___________________________________________________________________
 CY0974* NAD 83(1992)-  32 14 19.11075(N)    108 00 44.59158(W)     ADJUSTED  
 CY0974* NAVD 88     -      1351.1    (meters)    4433.     (feet)  VERTCON   
 CY0974  ___________________________________________________________________
 CY0974  LAPLACE CORR-          -0.13  (seconds)                    DEFLEC99
 CY0974  GEOID HEIGHT-         -24.61  (meters)                     GEOID03
 CY0974
 CY0974  HORZ ORDER  -  SECOND
 CY0974
 CY0974.The horizontal coordinates were established by classical geodetic methods
 CY0974.and adjusted by the National Geodetic Survey in December 1993..
 CY0974
 CY0974.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0974.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0974
 CY0974.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY0974
 CY0974.The geoid height was determined by GEOID03.
 CY0974
 CY0974;                    North         East     Units Scale Factor Converg.
 CY0974;SPC NM W     -   137,343.466   813,126.062   MT  0.99992018   -0 05 43.9
 CY0974;SPC NM W     -   450,601.02  2,667,731.09   sFT  0.99992018   -0 05 43.9
 CY0974;UTM  12      - 3,570,805.360   781,518.078   MT  1.00057746   +1 35 41.2
 CY0974;UTM  13      - 3,570,870.647   216,146.663   MT  1.00059375   -1 36 28.9
 CY0974
 CY0974!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY0974!SPC NM W     -   0.99979176  x   0.99992018  =   0.99971196
 CY0974!UTM  12      -   0.99979176  x   1.00057746  =   1.00036910
 CY0974!UTM  13      -   0.99979176  x   1.00059375  =   1.00038539
 CY0974
 CY0974:                Primary Azimuth Mark                     Grid Az
 CY0974:SPC NM W     -  3210735001                               080 49 27.2
 CY0974:UTM  12      -  3210735001                               079 08 02.1
 CY0974:UTM  13      -  3210735001                               082 20 12.2
 CY0974
 CY0974|---------------------------------------------------------------------|
 CY0974| PID    Reference Object                     Distance      Geod. Az  |
 CY0974|                                                           dddmmss.s |
 CY0974| CX1896 3210735001                          APPROX. 1.8 KM 0804343.3 |
 CY0974|---------------------------------------------------------------------|
 CY0974
 CY0974                          SUPERSEDED SURVEY CONTROL
 CY0974
 CY0974  NAD 83(1986)-  32 14 19.10916(N)    108 00 44.59052(W) AD(       ) 2
 CY0974  NAD 27      -  32 14 18.79447(N)    108 00 42.45823(W) AD(       ) 2
 CY0974  NGVD 29 (07/19/86) 1350.4    (m)         4430.     (f) VERT ANG       
 CY0974
 CY0974.Superseded values are not recommended for survey control.
 CY0974.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0974.See file dsdata.txt to determine how the superseded data were derived.
 CY0974
 CY0974_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYA8151870805(NAD 83)
 CY0974_MARKER: DD = SURVEY DISK
 CY0974_SETTING: 0 = UNSPECIFIED SETTING
 CY0974_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CY0974
 CY0974  HISTORY     - Date     Condition        Report By
 CY0974  HISTORY     - 1974     MONUMENTED       NMHD
 CY0974
 CY0974                          STATION DESCRIPTION
 CY0974
 CY0974'DESCRIBED BY NM HIGHWAY DEPT 1974 (CWW)
 CY0974'THE STATION IS LOCATED IN LUNA COUNTY, NEW MEXICO ALONG INTERSTATE
 CY0974'10, 15.0 AIRMILES WEST OF DEMING, NEW MEXICO AND 12.9 ROADMILES
 CY0974'EAST OF THE GRANT/LUNA COUNTY LINE.
 CY0974'
 CY0974'THE STATION IS AT MILEPOST 67.41.
 CY0974'
 CY0974'TO REACH FROM THE INTERSECTION OF PINE STREET (U.S. 70-80) AND
 CY0974'GOLD AVENUE (U.S. 180) IN DEMING GO NORTH ON GOLD AVENUE 0.2
 CY0974'MILES PASSING UNDER THE INTERSTATE HIGHWAY.  TURN LEFT ONTO
 CY0974'RAILROAD BOULEVARD AND GO WEST 0.15 MILES TO A FORK.  TAKE THE
 CY0974'LEFT FORK AND GO 0.1 MILES ENTERING THE FREEWAY.  FROM THIS POINT
 CY0974'GO WEST 14.8 MILES TO THE STATION ON THE LEFT.  THE STATION IS
 CY0974'68 FEET SOUTH OF THE CENTERLINE OF THE EAST-BOUND LANE AND 6
 CY0974'FEET NORTH OF THE SOUTH RIGHT OF WAY FENCE.
 CY0974'
 CY0974'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 CY0974'DISK SET IN A CONCRETE POST PROJECTING ABOUT SIX INCHES ABOVE THE
 CY0974'GROUND AND STAMPED 3210825023, 1974.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY1052 ***********************************************************************
 CY1052  DESIGNATION -  3210835001
 CY1052  PID         -  CY1052
 CY1052  STATE/COUNTY-  NM/HIDALGO
 CY1052  USGS QUAD   -  STEINS (1965)
 CY1052
 CY1052                         *CURRENT SURVEY CONTROL
 CY1052  ___________________________________________________________________
 CY1052* NAD 83(1992)-  32 13 38.87445(N)    108 58 15.57286(W)     ADJUSTED  
 CY1052* NAVD 88     -      1302.5    (meters)    4273.     (feet)  VERTCON   
 CY1052  ___________________________________________________________________
 CY1052  LAPLACE CORR-           0.95  (seconds)                    DEFLEC99
 CY1052  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 CY1052
 CY1052  HORZ ORDER  -  SECOND
 CY1052
 CY1052.The horizontal coordinates were established by classical geodetic methods
 CY1052.and adjusted by the National Geodetic Survey in December 1993..
 CY1052
 CY1052.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY1052.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY1052
 CY1052.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY1052
 CY1052.The geoid height was determined by GEOID03.
 CY1052
 CY1052;                    North         East     Units Scale Factor Converg.
 CY1052;SPC NM W     -   136,657.862   722,771.131   MT  1.00005841   -0 36 24.3
 CY1052;SPC NM W     -   448,351.67  2,371,291.62   sFT  1.00005841   -0 36 24.3
 CY1052;UTM  12      - 3,567,454.749   691,193.320   MT  1.00005081   +1 04 56.5
 CY1052
 CY1052!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY1052!SPC NM W     -   0.99979963  x   1.00005841  =   0.99985803
 CY1052!UTM  12      -   0.99979963  x   1.00005081  =   0.99985043
 CY1052
 CY1052:                Primary Azimuth Mark                     Grid Az
 CY1052:SPC NM W     -  3210835002                               056 33 57.9
 CY1052:UTM  12      -  3210835002                               054 52 37.1
 CY1052
 CY1052|---------------------------------------------------------------------|
 CY1052| PID    Reference Object                     Distance      Geod. Az  |
 CY1052|                                                           dddmmss.s |
 CY1052| CY1051 3210835002                          APPROX. 1.9 KM 0555733.6 |
 CY1052|---------------------------------------------------------------------|
 CY1052
 CY1052                          SUPERSEDED SURVEY CONTROL
 CY1052
 CY1052  NAD 83(1992)-  32 13 38.87397(N)    108 58 15.57236(W) AD(       ) 2
 CY1052  NAD 83(1986)-  32 13 38.87009(N)    108 58 15.57090(W) AD(       ) 2
 CY1052  NAD 27      -  32 13 38.58736(N)    108 58 13.35085(W) AD(       ) 2
 CY1052  NGVD 29 (07/19/86) 1301.7    (m)         4271.     (f) VERT ANG       
 CY1052
 CY1052.Superseded values are not recommended for survey control.
 CY1052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1052.See file dsdata.txt to determine how the superseded data were derived.
 CY1052
 CY1052_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA9119367455(NAD 83)
 CY1052_MARKER: DD = SURVEY DISK
 CY1052_SETTING: 0 = UNSPECIFIED SETTING
 CY1052_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CY1052
 CY1052  HISTORY     - Date     Condition        Report By
 CY1052  HISTORY     - 1976     MONUMENTED       NMHD
 CY1052
 CY1052                          STATION DESCRIPTION
 CY1052
 CY1052'DESCRIBED BY NM HIGHWAY DEPT 1976 (CWW)
 CY1052'STATION IS LOCATED ALONG INTERSTATE 10, 4.50 AIRMILES EAST OF THE
 CY1052'ARIZONA-NEW MEXICO STATE LINE, AND 17.30 AIRMILES WSW OF LORDSBURG
 CY1052'AT HIGHWAY MILEPOST 4.60.
 CY1052'
 CY1052'TO REACH FROM THE INTERSECTION OF I-10 AND MAIN STREET IN
 CY1052'LORDSBURG, GO WEST ON I-10 18.4 MILES TO THE STATION ON THE
 CY1052'LEFT.  THE STATION IS 99 FEET SOUTH OF THE CENTERLINE OF THE
 CY1052'EAST BOUND LANE OF I-10, AND IS 5 FEET NORTH OF THE RIGHT OF WAY
 CY1052'FENCE LINE.
 CY1052'
 CY1052'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 CY1052'DISC SET IN A CONCRETE POST PROJECTING ABOUT SIX INCHES ABOVE
 CY1052'THE GROUND AND STAMPED 3210835001, 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY1051 ***********************************************************************
 CY1051  DESIGNATION -  3210835002
 CY1051  PID         -  CY1051
 CY1051  STATE/COUNTY-  NM/HIDALGO
 CY1051  USGS QUAD   -  STEINS (1965)
 CY1051
 CY1051                         *CURRENT SURVEY CONTROL
 CY1051  ___________________________________________________________________
 CY1051* NAD 83(1992)-  32 14 13.83447(N)    108 57 14.67683(W)     ADJUSTED  
 CY1051* NAVD 88     -      1287.6    (meters)    4224.     (feet)  VERTCON   
 CY1051  ___________________________________________________________________
 CY1051  LAPLACE CORR-           0.79  (seconds)                    DEFLEC99
 CY1051  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 CY1051
 CY1051  HORZ ORDER  -  SECOND
 CY1051
 CY1051.The horizontal coordinates were established by classical geodetic methods
 CY1051.and adjusted by the National Geodetic Survey in December 1993..
 CY1051
 CY1051.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY1051.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY1051
 CY1051.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY1051
 CY1051.The geoid height was determined by GEOID03.
 CY1051
 CY1051;                    North         East     Units Scale Factor Converg.
 CY1051;SPC NM W     -   137,717.976   724,376.815   MT  1.00005420   -0 35 52.4
 CY1051;SPC NM W     -   451,829.73  2,376,559.60   sFT  1.00005420   -0 35 52.4
 CY1051;UTM  12      - 3,568,561.736   692,767.051   MT  1.00005826   +1 05 30.1
 CY1051
 CY1051!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY1051!SPC NM W     -   0.99980197  x   1.00005420  =   0.99985616
 CY1051!UTM  12      -   0.99980197  x   1.00005826  =   0.99986022
 CY1051
 CY1051:                Primary Azimuth Mark                     Grid Az
 CY1051:SPC NM W     -  3210835003                               056 52 23.8
 CY1051:UTM  12      -  3210835003                               055 11 01.3
 CY1051
 CY1051|---------------------------------------------------------------------|
 CY1051| PID    Reference Object                     Distance      Geod. Az  |
 CY1051|                                                           dddmmss.s |
 CY1051| CY1050 3210835003                          APPROX. 2.1 KM 0561631.4 |
 CY1051|---------------------------------------------------------------------|
 CY1051
 CY1051                          SUPERSEDED SURVEY CONTROL
 CY1051
 CY1051  NAD 83(1992)-  32 14 13.83400(N)    108 57 14.67634(W) AD(       ) 2
 CY1051  NAD 83(1986)-  32 14 13.83025(N)    108 57 14.67478(W) AD(       ) 2
 CY1051  NAD 27      -  32 14 13.54536(N)    108 57 12.45617(W) AD(       ) 2
 CY1051  NGVD 29 (07/19/86) 1286.8    (m)         4222.     (f) VERT ANG       
 CY1051
 CY1051.Superseded values are not recommended for survey control.
 CY1051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1051.See file dsdata.txt to determine how the superseded data were derived.
 CY1051
 CY1051_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA9276768562(NAD 83)
 CY1051_MARKER: DD = SURVEY DISK
 CY1051_SETTING: 0 = UNSPECIFIED SETTING
 CY1051_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CY1051
 CY1051  HISTORY     - Date     Condition        Report By
 CY1051  HISTORY     - 1976     MONUMENTED       NMHD
 CY1051
 CY1051                          STATION DESCRIPTION
 CY1051
 CY1051'DESCRIBED BY NM HIGHWAY DEPT 1976 (CWW)
 CY1051'STATION IS LOCATED ALONG INTERSTATE 10, 5.50 AIRMILES EAST OF THE
 CY1051'ARIZONA-NEW MEXICO STATE LINE, AND 16.20 AIRMILES WSW OF
 CY1051'LORDSBURG AT HIGHWAY MILEPOST 5.85.
 CY1051'
 CY1051'TO REACH FROM THE INTERSECTION OF I-10 AND MAIN STREET IN
 CY1051'LORDSBURG, GO WEST ON I-10 17.2 MILES TO THE STATION ON THE
 CY1051'LEFT.  THE STATION IS 99 FEET SOUTH OF THE CENTERLINE OF THE EAST
 CY1051'BOUND LANE OF I-10, AND SET IN SOUTHWEST CORNER OF TRUCK STOP
 CY1051'INTERCHANGE.
 CY1051'
 CY1051'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 CY1051'DISC SET IN A CONCRETE POST PROJECTING ABOUT SIX INCHES ABOVE
 CY1051'THE GROUND AND STAMPED 3210835002, 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY1050 ***********************************************************************
 CY1050  DESIGNATION -  3210835003
 CY1050  PID         -  CY1050
 CY1050  STATE/COUNTY-  NM/HIDALGO
 CY1050  USGS QUAD   -  STEINS (1965)
 CY1050
 CY1050                         *CURRENT SURVEY CONTROL
 CY1050  ___________________________________________________________________
 CY1050* NAD 83(1992)-  32 14 51.99393(N)    108 56 07.40201(W)     ADJUSTED  
 CY1050* NAVD 88     -      1266.96   (+/-2cm)    4156.7    (feet)  VERTCON   
 CY1050  ___________________________________________________________________
 CY1050  LAPLACE CORR-           1.04  (seconds)                    DEFLEC99
 CY1050  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 CY1050
 CY1050  HORZ ORDER  -  SECOND
 CY1050  VERT ORDER  -  THIRD ? (See Below)
 CY1050
 CY1050.The horizontal coordinates were established by classical geodetic methods
 CY1050.and adjusted by the National Geodetic Survey in December 1993..
 CY1050
 CY1050.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY1050.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY1050.The vertical order pertains to the NGVD 29 superseded value.
 CY1050
 CY1050.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY1050
 CY1050.The geoid height was determined by GEOID03.
 CY1050
 CY1050;                    North         East     Units Scale Factor Converg.
 CY1050;SPC NM W     -   138,875.175   726,150.151   MT  1.00004962   -0 35 17.1
 CY1050;SPC NM W     -   455,626.30  2,382,377.62   sFT  1.00004962   -0 35 17.1
 CY1050;UTM  12      - 3,569,770.738   694,505.509   MT  1.00006657   +1 06 07.1
 CY1050
 CY1050!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY1050!SPC NM W     -   0.99980521  x   1.00004962  =   0.99985482
 CY1050!UTM  12      -   0.99980521  x   1.00006657  =   0.99987177
 CY1050
 CY1050:                Primary Azimuth Mark                     Grid Az
 CY1050:SPC NM W     -  3210835004                               056 22 50.0
 CY1050:UTM  12      -  3210835004                               054 41 25.8
 CY1050
 CY1050|---------------------------------------------------------------------|
 CY1050| PID    Reference Object                     Distance      Geod. Az  |
 CY1050|                                                           dddmmss.s |
 CY1050| CY1067 3210835004                          APPROX. 2.1 KM 0554732.9 |
 CY1050|---------------------------------------------------------------------|
 CY1050
 CY1050                          SUPERSEDED SURVEY CONTROL
 CY1050
 CY1050  NAD 83(1992)-  32 14 51.99349(N)    108 56 07.40154(W) AD(       ) 2
 CY1050  NAD 83(1986)-  32 14 51.98985(N)    108 56 07.39983(W) AD(       ) 2
 CY1050  NAD 27      -  32 14 51.70229(N)    108 56 05.18290(W) AD(       ) 2
 CY1050  NGVD 29 (07/19/86) 1266.17   (m)         4154.1    (f) LEVELING    3  
 CY1050
 CY1050.Superseded values are not recommended for survey control.
 CY1050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1050.See file dsdata.txt to determine how the superseded data were derived.
 CY1050
 CY1050_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA9450669771(NAD 83)
 CY1050_MARKER: DD = SURVEY DISK
 CY1050_SETTING: 0 = UNSPECIFIED SETTING
 CY1050_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CY1050
 CY1050  HISTORY     - Date     Condition        Report By
 CY1050  HISTORY     - 1976     MONUMENTED       NMHD
 CY1050
 CY1050                          STATION DESCRIPTION
 CY1050
 CY1050'DESCRIBED BY NM HIGHWAY DEPT 1976 (CWW)
 CY1050'STATION IS LOCATED ALONG INTERSTATE 10, 6.70 AIRMILES EAST OF THE
 CY1050'ARIZONA-NEW MEXICO STATE LINE, AND 14.80 AIRMILES WSW OF
 CY1050'LORDSBURG AT HIGHWAY MILEPOST 7.10.
 CY1050'
 CY1050'TO REACH FROM THE INTERSECTION OF I-10 AND MAIN STREET IN
 CY1050'LORDSBURG, GO WEST ON I-10 15.9 MILES TO THE STATION ON THE
 CY1050'LEFT.  THE STATION IS 134 FEET SOUTH OF THE CENTERLINE OF THE
 CY1050'EAST BOUND LANE OF I-10, AND IS 7 FEET NORTH OF THE RIGHT OF WAY
 CY1050'FENCE LINE.
 CY1050'
 CY1050'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 CY1050'DISC SET IN A CONCRETE POST PROJECTING ABOUT SIX INCHES ABOVE
 CY1050'THE GROUND AND STAMPED 3210835003, 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY1067 ***********************************************************************
 CY1067  DESIGNATION -  3210835004
 CY1067  PID         -  CY1067
 CY1067  STATE/COUNTY-  NM/HIDALGO
 CY1067  USGS QUAD   -  MONDEL (1964)
 CY1067
 CY1067                         *CURRENT SURVEY CONTROL
 CY1067  ___________________________________________________________________
 CY1067* NAD 83(1992)-  32 15 29.93743(N)    108 55 01.70634(W)     ADJUSTED  
 CY1067* NAVD 88     -      1266.4    (meters)    4155.     (feet)  VERTCON   
 CY1067  ___________________________________________________________________
 CY1067  LAPLACE CORR-           1.61  (seconds)                    DEFLEC99
 CY1067  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 CY1067
 CY1067  HORZ ORDER  -  SECOND
 CY1067
 CY1067.The horizontal coordinates were established by classical geodetic methods
 CY1067.and adjusted by the National Geodetic Survey in December 1993..
 CY1067
 CY1067.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY1067.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY1067
 CY1067.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY1067
 CY1067.The geoid height was determined by GEOID03.
 CY1067
 CY1067;                    North         East     Units Scale Factor Converg.
 CY1067;SPC NM W     -   140,026.441   727,881.676   MT  1.00004522   -0 34 42.7
 CY1067;SPC NM W     -   459,403.42  2,388,058.47   sFT  1.00004522   -0 34 42.7
 CY1067;UTM  12      - 3,570,972.606   696,202.361   MT  1.00007474   +1 06 43.4
 CY1067
 CY1067!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY1067!SPC NM W     -   0.99980530  x   1.00004522  =   0.99985051
 CY1067!UTM  12      -   0.99980530  x   1.00007474  =   0.99988003
 CY1067
 CY1067:                Primary Azimuth Mark                     Grid Az
 CY1067:SPC NM W     -  3210835005                               056 24 41.6
 CY1067:UTM  12      -  3210835005                               054 43 15.5
 CY1067
 CY1067|---------------------------------------------------------------------|
 CY1067| PID    Reference Object                     Distance      Geod. Az  |
 CY1067|                                                           dddmmss.s |
 CY1067| CY1066 3210835005                          APPROX. 2.0 KM 0554958.9 |
 CY1067|---------------------------------------------------------------------|
 CY1067
 CY1067                          SUPERSEDED SURVEY CONTROL
 CY1067
 CY1067  NAD 83(1992)-  32 15 29.93702(N)    108 55 01.70590(W) AD(       ) 2
 CY1067  NAD 83(1986)-  32 15 29.93342(N)    108 55 01.70402(W) AD(       ) 2
 CY1067  NAD 27      -  32 15 29.64338(N)    108 54 59.48877(W) AD(       ) 2
 CY1067  NGVD 29 (07/19/86) 1265.6    (m)         4152.     (f) VERT ANG       
 CY1067
 CY1067.Superseded values are not recommended for survey control.
 CY1067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1067.See file dsdata.txt to determine how the superseded data were derived.
 CY1067
 CY1067_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA9620270973(NAD 83)
 CY1067_MARKER: DD = SURVEY DISK
 CY1067_SETTING: 0 = UNSPECIFIED SETTING
 CY1067_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CY1067
 CY1067  HISTORY     - Date     Condition        Report By
 CY1067  HISTORY     - 1976     MONUMENTED       NMHD
 CY1067
 CY1067                          STATION DESCRIPTION
 CY1067
 CY1067'DESCRIBED BY NM HIGHWAY DEPT 1976 (CWW)
 CY1067'STATION IS LOCATED ALONG INTERSTATE 10, 7.90 AIRMILES ENE OF THE
 CY1067'ARIZONA-NEW MEXICO STATE LINE, AND 13.60 AIRMILES WSW OF
 CY1067'LORDSBURG AT HIGHWAY MILEPOST 8.45.
 CY1067'
 CY1067'TO REACH FROM THE INTERSECTION OF I-10 AND MAIN STREET IN
 CY1067'LORDSBURG, GO WEST ON I-10 14.5 MILES TO THE STATION ON THE
 CY1067'LEFT.  THE STATION IS 132 FEET SOUTH OF THE CENTERLINE OF THE
 CY1067'EAST BOUND LANE OF I-10, AND IS 8 FEET NORTH OF THE RIGHT OF
 CY1067'WAY FENCE LINE.
 CY1067'
 CY1067'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 CY1067'DISC SET IN A CONCRETE POST PROJECTING ABOUT SIX INCHES ABOVE THE
 CY1067'GROUND AND STAMPED 3210835004, 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY1066 ***********************************************************************
 CY1066  DESIGNATION -  3210835005
 CY1066  PID         -  CY1066
 CY1066  STATE/COUNTY-  NM/HIDALGO
 CY1066  USGS QUAD   -  MONDEL (1964)
 CY1066
 CY1066                         *CURRENT SURVEY CONTROL
 CY1066  ___________________________________________________________________
 CY1066* NAD 83(1992)-  32 16 06.39762(N)    108 53 58.47581(W)     ADJUSTED  
 CY1066* NAVD 88     -      1265.7    (meters)    4153.     (feet)  VERTCON   
 CY1066  ___________________________________________________________________
 CY1066  LAPLACE CORR-           2.37  (seconds)                    DEFLEC99
 CY1066  GEOID HEIGHT-         -26.10  (meters)                     GEOID03
 CY1066
 CY1066  HORZ ORDER  -  SECOND
 CY1066
 CY1066.The horizontal coordinates were established by classical geodetic methods
 CY1066.and adjusted by the National Geodetic Survey in December 1993..
 CY1066
 CY1066.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY1066.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY1066
 CY1066.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY1066
 CY1066.The geoid height was determined by GEOID03.
 CY1066
 CY1066;                    North         East     Units Scale Factor Converg.
 CY1066;SPC NM W     -   141,132.945   729,547.833   MT  1.00004106   -0 34 09.5
 CY1066;SPC NM W     -   463,033.67  2,393,524.85   sFT  1.00004106   -0 34 09.5
 CY1066;UTM  12      - 3,572,127.832   697,835.202   MT  1.00008268   +1 07 18.3
 CY1066
 CY1066!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY1066!SPC NM W     -   0.99980541  x   1.00004106  =   0.99984646
 CY1066!UTM  12      -   0.99980541  x   1.00008268  =   0.99988807
 CY1066
 CY1066:                Primary Azimuth Mark                     Grid Az
 CY1066:SPC NM W     -  3210835006                               056 02 50.9
 CY1066:UTM  12      -  3210835006                               054 21 23.1
 CY1066
 CY1066|---------------------------------------------------------------------|
 CY1066| PID    Reference Object                     Distance      Geod. Az  |
 CY1066|                                                           dddmmss.s |
 CY1066| CY1065 3210835006                          APPROX. 2.2 KM 0552841.4 |
 CY1066|---------------------------------------------------------------------|
 CY1066
 CY1066                          SUPERSEDED SURVEY CONTROL
 CY1066
 CY1066  NAD 83(1992)-  32 16 06.39725(N)    108 53 58.47540(W) AD(       ) 2
 CY1066  NAD 83(1986)-  32 16 06.39361(N)    108 53 58.47333(W) AD(       ) 2
 CY1066  NAD 27      -  32 16 06.10159(N)    108 53 56.25992(W) AD(       ) 2
 CY1066  NGVD 29 (07/19/86) 1264.9    (m)         4150.     (f) VERT ANG       
 CY1066
 CY1066.Superseded values are not recommended for survey control.
 CY1066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1066.See file dsdata.txt to determine how the superseded data were derived.
 CY1066
 CY1066_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA9783572128(NAD 83)
 CY1066_MARKER: DD = SURVEY DISK
 CY1066_SETTING: 0 = UNSPECIFIED SETTING
 CY1066_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CY1066
 CY1066  HISTORY     - Date     Condition        Report By
 CY1066  HISTORY     - 1976     MONUMENTED       NMHD
 CY1066
 CY1066                          STATION DESCRIPTION
 CY1066
 CY1066'DESCRIBED BY NM HIGHWAY DEPT 1976 (CWW)
 CY1066'STATION IS LOCATED ALONG INTERSTATE 10, 9.10 AIRMILES ENE OF THE
 CY1066'ARIZONA-NEW MEXICO STATE LINE, AND 12.30 AIRMILES WSW OF
 CY1066'LORDSBURG AT HIGHWAY MILEPOST 9.70.
 CY1066'
 CY1066'TO REACH FROM THE INTERSECTION OF I-10 AND MAIN STREET IN
 CY1066'LORDSBURG, GO WEST ON I-10 13.3 MILES TO THE STATION ON THE
 CY1066'LEFT.  THE STATION IS 130 FEET SOUTH OF THE CENTERLINE OF THE
 CY1066'EAST BOUND LANE OF I-10, AND IS 7 FEET NORTH OF THE RIGHT OF WAY
 CY1066'FENCE LINE.
 CY1066'
 CY1066'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 CY1066'DISC SET IN A CONCRETE POST PROJECTING ABOUT SIX INCHES ABOVE THE
 CY1066'GROUND AND STAMPED 3210835005, 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY1065 ***********************************************************************
 CY1065  DESIGNATION -  3210835006
 CY1065  PID         -  CY1065
 CY1065  STATE/COUNTY-  NM/HIDALGO
 CY1065  USGS QUAD   -  MONDEL (1964)
 CY1065
 CY1065                         *CURRENT SURVEY CONTROL
 CY1065  ___________________________________________________________________
 CY1065* NAD 83(1992)-  32 16 47.73314(N)    108 52 47.72727(W)     ADJUSTED  
 CY1065* NAVD 88     -      1272.0    (meters)    4173.     (feet)  VERTCON   
 CY1065  ___________________________________________________________________
 CY1065  LAPLACE CORR-           3.34  (seconds)                    DEFLEC99
 CY1065  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 CY1065
 CY1065  HORZ ORDER  -  SECOND
 CY1065
 CY1065.The horizontal coordinates were established by classical geodetic methods
 CY1065.and adjusted by the National Geodetic Survey in December 1993..
 CY1065
 CY1065.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY1065.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY1065
 CY1065.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY1065
 CY1065.The geoid height was determined by GEOID03.
 CY1065
 CY1065;                    North         East     Units Scale Factor Converg.
 CY1065;SPC NM W     -   142,387.970   731,411.819   MT  1.00003649   -0 33 32.3
 CY1065;SPC NM W     -   467,151.20  2,399,640.28   sFT  1.00003649   -0 33 32.3
 CY1065;UTM  12      - 3,573,437.388   699,661.422   MT  1.00009163   +1 07 57.4
 CY1065
 CY1065!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY1065!SPC NM W     -   0.99980441  x   1.00003649  =   0.99984089
 CY1065!UTM  12      -   0.99980441  x   1.00009163  =   0.99989602
 CY1065
 CY1065:                Primary Azimuth Mark                     Grid Az
 CY1065:SPC NM W     -  3210835007                               056 16 31.9
 CY1065:UTM  12      -  3210835007                               054 35 02.2
 CY1065
 CY1065|---------------------------------------------------------------------|
 CY1065| PID    Reference Object                     Distance      Geod. Az  |
 CY1065|                                                           dddmmss.s |
 CY1065| CY1060 3210835007                          APPROX. 2.2 KM 0554259.6 |
 CY1065|---------------------------------------------------------------------|
 CY1065
 CY1065                          SUPERSEDED SURVEY CONTROL
 CY1065
 CY1065  NAD 83(1992)-  32 16 47.73281(N)    108 52 47.72690(W) AD(       ) 2
 CY1065  NAD 83(1986)-  32 16 47.72906(N)    108 52 47.72448(W) AD(       ) 2
 CY1065  NAD 27      -  32 16 47.43539(N)    108 52 45.51393(W) AD(       ) 2
 CY1065  NGVD 29 (07/19/86) 1271.2    (m)         4171.     (f) VERT ANG       
 CY1065
 CY1065.Superseded values are not recommended for survey control.
 CY1065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1065.See file dsdata.txt to determine how the superseded data were derived.
 CY1065
 CY1065_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA9966173437(NAD 83)
 CY1065_MARKER: DD = SURVEY DISK
 CY1065_SETTING: 0 = UNSPECIFIED SETTING
 CY1065_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CY1065
 CY1065  HISTORY     - Date     Condition        Report By
 CY1065  HISTORY     - 1976     MONUMENTED       NMHD
 CY1065
 CY1065                          STATION DESCRIPTION
 CY1065
 CY1065'DESCRIBED BY NM HIGHWAY DEPT 1976 (CWW)
 CY1065'STATION IS LOCATED ALONG INTERSTATE 10, 10.50 AIRMILES ENE OF THE
 CY1065'ARIZONA-NEW MEXICO STATE LINE, AND 10.90 AIRMILES WSW OF
 CY1065'LORDSBURG AT HIGHWAY MILEPOST 11.10.
 CY1065'
 CY1065'TO REACH FROM THE INTERSECTION OF I-10 AND MAIN STREET IN
 CY1065'LORDSBURG, GO WEST ON I-10 11.9 MILES TO THE STATION ON THE
 CY1065'LEFT.  THE STATION IS 91 FEET SOUTH OF THE CENTERLINE OF THE
 CY1065'EAST BOUND LANE OF I-10, AND 23 FEET WEST OF THE CENTERLINE OF
 CY1065'ANIMAS ROAD, AT THE SOUTHEAST CORNER OF THE ANIMAS INTERCHANGE.
 CY1065'
 CY1065'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 CY1065'DISC SET IN A CONCRETE POST PROJECTING ABOUT SIX INCHES ABOVE
 CY1065'THE GROUND AND STAMPED 3210835006, 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY1060 ***********************************************************************
 CY1060  DESIGNATION -  3210835007
 CY1060  PID         -  CY1060
 CY1060  STATE/COUNTY-  NM/HIDALGO
 CY1060  USGS QUAD   -  GARY (1980)
 CY1060
 CY1060                         *CURRENT SURVEY CONTROL
 CY1060  ___________________________________________________________________
 CY1060* NAD 83(1992)-  32 17 28.06915(N)    108 51 38.06189(W)     ADJUSTED  
 CY1060* NAVD 88     -      1264.9    (meters)    4150.     (feet)  VERTCON   
 CY1060  ___________________________________________________________________
 CY1060  LAPLACE CORR-           4.13  (seconds)                    DEFLEC99
 CY1060  GEOID HEIGHT-         -25.97  (meters)                     GEOID03
 CY1060
 CY1060  HORZ ORDER  -  SECOND
 CY1060
 CY1060.The horizontal coordinates were established by classical geodetic methods
 CY1060.and adjusted by the National Geodetic Survey in December 1993..
 CY1060
 CY1060.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY1060.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY1060
 CY1060.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY1060
 CY1060.The geoid height was determined by GEOID03.
 CY1060
 CY1060;                    North         East     Units Scale Factor Converg.
 CY1060;SPC NM W     -   143,612.813   733,246.703   MT  1.00003207   -0 32 55.7
 CY1060;SPC NM W     -   471,169.70  2,405,660.22   sFT  1.00003207   -0 32 55.7
 CY1060;UTM  12      - 3,574,715.950   701,459.454   MT  1.00010052   +1 08 35.9
 CY1060
 CY1060!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY1060!SPC NM W     -   0.99980551  x   1.00003207  =   0.99983758
 CY1060!UTM  12      -   0.99980551  x   1.00010052  =   0.99990602
 CY1060
 CY1060:                Primary Azimuth Mark                     Grid Az
 CY1060:SPC NM W     -  3210835008                               056 54 49.3
 CY1060:UTM  12      -  3210835008                               055 13 17.7
 CY1060
 CY1060|---------------------------------------------------------------------|
 CY1060| PID    Reference Object                     Distance      Geod. Az  |
 CY1060|                                                           dddmmss.s |
 CY1060| CY1059 3210835008                          APPROX. 2.1 KM 0562153.6 |
 CY1060|---------------------------------------------------------------------|
 CY1060
 CY1060                          SUPERSEDED SURVEY CONTROL
 CY1060
 CY1060  NAD 83(1992)-  32 17 28.06886(N)    108 51 38.06159(W) AD(       ) 2
 CY1060  NAD 83(1986)-  32 17 28.06472(N)    108 51 38.05872(W) AD(       ) 2
 CY1060  NAD 27      -  32 17 27.76889(N)    108 51 35.85112(W) AD(       ) 2
 CY1060  NGVD 29 (07/19/86) 1264.1    (m)         4147.     (f) VERT ANG       
 CY1060
 CY1060.Superseded values are not recommended for survey control.
 CY1060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1060.See file dsdata.txt to determine how the superseded data were derived.
 CY1060
 CY1060_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYA0145974716(NAD 83)
 CY1060_MARKER: DD = SURVEY DISK
 CY1060_SETTING: 0 = UNSPECIFIED SETTING
 CY1060_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CY1060
 CY1060  HISTORY     - Date     Condition        Report By
 CY1060  HISTORY     - 1976     MONUMENTED       NMHD
 CY1060
 CY1060                          STATION DESCRIPTION
 CY1060
 CY1060'DESCRIBED BY NM HIGHWAY DEPT 1976 (CWW)
 CY1060'STATION IS LOCATED ALONG INTERSTATE 10, 11.80 AIRMILES ENE OF
 CY1060'THE ARIZONA-NEW MEXICO STATE LINE, AND 9.60 AIRMILES WSW OF
 CY1060'LORDSBURG AT HIGHWAY MILEPOST 12.45.
 CY1060'
 CY1060'TO REACH FROM THE INTERSECTION OF I-10 AND MAIN STREET IN
 CY1060'LORDSBURG, GO WEST ON I-10 10.5 MILES TO THE STATION ON THE
 CY1060'LEFT.  THE STATION IS 73 FEET SOUTH OF THE CENTERLINE OF THE
 CY1060'EAST BOUND LANE OF I-10, AND IS 8 FEET NORTH OF THE RIGHT OF
 CY1060'WAY FENCE LINE.
 CY1060'
 CY1060'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 CY1060'DISC SET IN A CONCRETE POST PROJECTING ABOUT SIX INCHES ABOVE
 CY1060'THE GROUND AND STAMPED 3210835007, 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY1059 ***********************************************************************
 CY1059  DESIGNATION -  3210835008
 CY1059  PID         -  CY1059
 CY1059  STATE/COUNTY-  NM/HIDALGO
 CY1059  USGS QUAD   -  GARY (1980)
 CY1059
 CY1059                         *CURRENT SURVEY CONTROL
 CY1059  ___________________________________________________________________
 CY1059* NAD 83(1992)-  32 18 06.06095(N)    108 50 30.81515(W)     ADJUSTED  
 CY1059* NAVD 88     -      1266.4    (meters)    4155.     (feet)  VERTCON   
 CY1059  ___________________________________________________________________
 CY1059  LAPLACE CORR-           4.60  (seconds)                    DEFLEC99
 CY1059  GEOID HEIGHT-         -25.89  (meters)                     GEOID03
 CY1059
 CY1059  HORZ ORDER  -  SECOND
 CY1059
 CY1059.The horizontal coordinates were established by classical geodetic methods
 CY1059.and adjusted by the National Geodetic Survey in December 1993..
 CY1059
 CY1059.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY1059.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY1059
 CY1059.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY1059
 CY1059.The geoid height was determined by GEOID03.
 CY1059
 CY1059;                    North         East     Units Scale Factor Converg.
 CY1059;SPC NM W     -   144,766.367   735,017.182   MT  1.00002788   -0 32 20.4
 CY1059;SPC NM W     -   474,954.32  2,411,468.87   sFT  1.00002788   -0 32 20.4
 CY1059;UTM  12      - 3,575,921.380   703,195.223   MT  1.00010918   +1 09 13.1
 CY1059
 CY1059!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY1059!SPC NM W     -   0.99980527  x   1.00002788  =   0.99983314
 CY1059!UTM  12      -   0.99980527  x   1.00010918  =   0.99991443
 CY1059
 CY1059:                Primary Azimuth Mark                     Grid Az
 CY1059:SPC NM W     -  3210835009                               056 23 59.1
 CY1059:UTM  12      -  3210835009                               054 42 25.6
 CY1059
 CY1059|---------------------------------------------------------------------|
 CY1059| PID    Reference Object                     Distance      Geod. Az  |
 CY1059|                                                           dddmmss.s |
 CY1059| CY1058 3210835009                          APPROX. 2.2 KM 0555138.7 |
 CY1059|---------------------------------------------------------------------|
 CY1059
 CY1059                          SUPERSEDED SURVEY CONTROL
 CY1059
 CY1059  NAD 83(1992)-  32 18 06.06070(N)    108 50 30.81492(W) AD(       ) 2
 CY1059  NAD 83(1986)-  32 18 06.05602(N)    108 50 30.81150(W) AD(       ) 2
 CY1059  NAD 27      -  32 18 05.75802(N)    108 50 28.60657(W) AD(       ) 2
 CY1059  NGVD 29 (07/19/86) 1265.6    (m)         4152.     (f) VERT ANG       
 CY1059
 CY1059.Superseded values are not recommended for survey control.
 CY1059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1059.See file dsdata.txt to determine how the superseded data were derived.
 CY1059
 CY1059_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYA0319575921(NAD 83)
 CY1059_MARKER: DD = SURVEY DISK
 CY1059_SETTING: 0 = UNSPECIFIED SETTING
 CY1059_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CY1059
 CY1059  HISTORY     - Date     Condition        Report By
 CY1059  HISTORY     - 1976     MONUMENTED       NMHD
 CY1059
 CY1059                          STATION DESCRIPTION
 CY1059
 CY1059'DESCRIBED BY NM HIGHWAY DEPT 1976 (CWW)
 CY1059'STATION IS LOCATED ALONG INTERSTATE 10, 13.10 AIRMILES ENE OF
 CY1059'THE ARIZONA-NEW MEXICO STATE LINE, AND 8.30 AIRMILES WSW OF
 CY1059'LORDSBURG AT HIGHWAY MILEPOST 13.75.
 CY1059'
 CY1059'TO REACH FROM THE INTERSECTION OF I-10 AND MAIN STREET IN
 CY1059'LORDSBURG, GO WEST ON I-10 9.2 MILES TO THE STATION ON THE
 CY1059'LEFT.  THE STATION IS 135 FEET SOUTH OF THE CENTERLINE OF THE
 CY1059'EAST BOUND LANE OF I-10, AND IS 7 FEET NORTH OF THE RIGHT OF
 CY1059'WAY FENCE LINE.
 CY1059'
 CY1059'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 CY1059'DISC SET IN A CONCRETE POST PROJECTING ABOUT SIX INCHES
 CY1059'ABOVE THE GROUND AND STAMPED 3210835008, 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY1058 ***********************************************************************
 CY1058  DESIGNATION -  3210835009
 CY1058  PID         -  CY1058
 CY1058  STATE/COUNTY-  NM/HIDALGO
 CY1058  USGS QUAD   -  GARY (1980)
 CY1058
 CY1058                         *CURRENT SURVEY CONTROL
 CY1058  ___________________________________________________________________
 CY1058* NAD 83(1992)-  32 18 46.88493(N)    108 49 19.90678(W)     ADJUSTED  
 CY1058* NAVD 88     -      1293.24   (+/-2cm)    4242.9    (feet)  VERTCON   
 CY1058  ___________________________________________________________________
 CY1058  LAPLACE CORR-           4.82  (seconds)                    DEFLEC99
 CY1058  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 CY1058
 CY1058  HORZ ORDER  -  SECOND
 CY1058  VERT ORDER  -  THIRD ? (See Below)
 CY1058
 CY1058.The horizontal coordinates were established by classical geodetic methods
 CY1058.and adjusted by the National Geodetic Survey in December 1993..
 CY1058
 CY1058.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY1058.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY1058.The vertical order pertains to the NGVD 29 superseded value.
 CY1058
 CY1058.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY1058
 CY1058.The geoid height was determined by GEOID03.
 CY1058
 CY1058;                    North         East     Units Scale Factor Converg.
 CY1058;SPC NM W     -   146,006.580   736,883.840   MT  1.00002355   -0 31 43.1
 CY1058;SPC NM W     -   479,023.25  2,417,593.07   sFT  1.00002355   -0 31 43.1
 CY1058;UTM  12      - 3,577,216.310   705,024.588   MT  1.00011839   +1 09 52.3
 CY1058
 CY1058!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY1058!SPC NM W     -   0.99980104  x   1.00002355  =   0.99982458
 CY1058!UTM  12      -   0.99980104  x   1.00011839  =   0.99991940
 CY1058
 CY1058:                Primary Azimuth Mark                     Grid Az
 CY1058:SPC NM W     -  3210835010                               055 57 18.3
 CY1058:UTM  12      -  3210835010                               054 15 42.9
 CY1058
 CY1058|---------------------------------------------------------------------|
 CY1058| PID    Reference Object                     Distance      Geod. Az  |
 CY1058|                                                           dddmmss.s |
 CY1058| CY1057 3210835010                          APPROX. 1.7 KM 0552535.2 |
 CY1058|---------------------------------------------------------------------|
 CY1058
 CY1058                          SUPERSEDED SURVEY CONTROL
 CY1058
 CY1058  NAD 83(1992)-  32 18 46.88473(N)    108 49 19.90663(W) AD(       ) 2
 CY1058  NAD 83(1986)-  32 18 46.87940(N)    108 49 19.90256(W) AD(       ) 2
 CY1058  NAD 27      -  32 18 46.57903(N)    108 49 17.70052(W) AD(       ) 2
 CY1058  NGVD 29 (07/19/86) 1292.48   (m)         4240.4    (f) LEVELING    3  
 CY1058
 CY1058.Superseded values are not recommended for survey control.
 CY1058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1058.See file dsdata.txt to determine how the superseded data were derived.
 CY1058
 CY1058_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYA0502577216(NAD 83)
 CY1058_MARKER: DD = SURVEY DISK
 CY1058_SETTING: 0 = UNSPECIFIED SETTING
 CY1058_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CY1058
 CY1058  HISTORY     - Date     Condition        Report By
 CY1058  HISTORY     - 1976     MONUMENTED       NMHD
 CY1058
 CY1058                          STATION DESCRIPTION
 CY1058
 CY1058'DESCRIBED BY NM HIGHWAY DEPT 1976 (CWW)
 CY1058'STATION IS LOCATED ALONG INTERSTATE 10, 14.50 AIRMILES ENE OF
 CY1058'THE ARIZONA-NEW MEXICO STATE LINE, AND 6.90 AIRMILES WSW OF
 CY1058'LORDSBURG AT HIGHWAY MILEPOST 15.15.
 CY1058'
 CY1058'TO REACH FROM THE INTERSECTION OF I-10 AND MAIN STREET IN
 CY1058'LORDSBURG, GO WEST ON I-10 7.7 MILES TO THE STATION ON THE
 CY1058'LEFT.  THE STATION IS 132 FEET SOUTH OF THE CENTERLINE OF THE
 CY1058'EAST BOUND LANE OF I-10, AND 30 FEET SOUTH OF THE RIGHT OF WAY
 CY1058'FENCE LINE AT EDGE OF ROAD ON DIKE.
 CY1058'
 CY1058'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 CY1058'DISC SET IN A CONCRETE POST PROJECTING ABOUT SIX INCHES ABOVE
 CY1058'THE GROUND AND STAMPED 3210835009, 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY1057 ***********************************************************************
 CY1057  DESIGNATION -  3210835010
 CY1057  PID         -  CY1057
 CY1057  STATE/COUNTY-  NM/HIDALGO
 CY1057  USGS QUAD   -  GARY (1980)
 CY1057
 CY1057                         *CURRENT SURVEY CONTROL
 CY1057  ___________________________________________________________________
 CY1057* NAD 83(1992)-  32 19 18.81492(N)    108 48 25.33813(W)     ADJUSTED  
 CY1057* NAVD 88     -      1314.9    (meters)    4314.     (feet)  VERTCON   
 CY1057  ___________________________________________________________________
 CY1057  LAPLACE CORR-           4.86  (seconds)                    DEFLEC99
 CY1057  GEOID HEIGHT-         -25.74  (meters)                     GEOID03
 CY1057
 CY1057  HORZ ORDER  -  SECOND
 CY1057
 CY1057.The horizontal coordinates were established by classical geodetic methods
 CY1057.and adjusted by the National Geodetic Survey in December 1993..
 CY1057
 CY1057.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY1057.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY1057
 CY1057.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY1057
 CY1057.The geoid height was determined by GEOID03.
 CY1057
 CY1057;                    North         East     Units Scale Factor Converg.
 CY1057;SPC NM W     -   146,977.043   738,320.184   MT  1.00002028   -0 31 14.3
 CY1057;SPC NM W     -   482,207.18  2,422,305.47   sFT  1.00002028   -0 31 14.3
 CY1057;UTM  12      - 3,578,228.896   706,431.768   MT  1.00012553   +1 10 22.6
 CY1057
 CY1057!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY1057!SPC NM W     -   0.99979763  x   1.00002028  =   0.99981791
 CY1057!UTM  12      -   0.99979763  x   1.00012553  =   0.99992314
 CY1057
 CY1057:                Primary Azimuth Mark                     Grid Az
 CY1057:SPC NM W     -  3210835011                               056 23 15.2
 CY1057:UTM  12      -  3210835011                               054 41 38.3
 CY1057
 CY1057|---------------------------------------------------------------------|
 CY1057| PID    Reference Object                     Distance      Geod. Az  |
 CY1057|                                                           dddmmss.s |
 CY1057| CY1056 3210835011                          APPROX. 1.9 KM 0555200.9 |
 CY1057|---------------------------------------------------------------------|
 CY1057
 CY1057                          SUPERSEDED SURVEY CONTROL
 CY1057
 CY1057  NAD 83(1992)-  32 19 18.81476(N)    108 48 25.33804(W) AD(       ) 2
 CY1057  NAD 83(1986)-  32 19 18.80894(N)    108 48 25.33347(W) AD(       ) 2
 CY1057  NAD 27      -  32 19 18.50710(N)    108 48 23.13334(W) AD(       ) 2
 CY1057  NGVD 29 (07/19/86) 1314.1    (m)         4311.     (f) VERT ANG       
 CY1057
 CY1057.Superseded values are not recommended for survey control.
 CY1057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1057.See file dsdata.txt to determine how the superseded data were derived.
 CY1057
 CY1057_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYA0643278229(NAD 83)
 CY1057_MARKER: DD = SURVEY DISK
 CY1057_SETTING: 0 = UNSPECIFIED SETTING
 CY1057_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CY1057
 CY1057  HISTORY     - Date     Condition        Report By
 CY1057  HISTORY     - 1976     MONUMENTED       NMHD
 CY1057
 CY1057                          STATION DESCRIPTION
 CY1057
 CY1057'DESCRIBED BY NM HIGHWAY DEPT 1976 (CWW)
 CY1057'STATION IS LOCATED ALONG INTERSTATE 10, 15.50 AIRMILES ENE OF
 CY1057'THE ARIZONA-NEW MEXICO STATE LINE, AND 5.90 AIRMILES WSW OF
 CY1057'LORDSBURG AT HIGHWAY MILEPOST 16.25.
 CY1057'
 CY1057'TO REACH FROM THE INTERSECTION OF I-10 AND MAIN STREET IN
 CY1057'LORDSBURG, GO WEST ON I-10 6.6 MILES TO THE STATION ON THE
 CY1057'LEFT.  THE STATION IS 84 FEET SOUTH OF THE CENTERLINE OF THE
 CY1057'EAST BOUND LANE OF I-10, AND 5 FEET NORTH OF THE RIGHT OF WAY
 CY1057'FENCE LINE, ON TOP OF LARGE CUT IN ROCK OUTCROP.
 CY1057'
 CY1057'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 CY1057'DISC SET IN A CONCRETE POST PROJECTING ABOUT SIX INCHES ABOVE
 CY1057'THE GROUND AND STAMPED 3210835010, 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY1056 ***********************************************************************
 CY1056  DESIGNATION -  3210835011
 CY1056  PID         -  CY1056
 CY1056  STATE/COUNTY-  NM/HIDALGO
 CY1056  USGS QUAD   -  GARY (1980)
 CY1056
 CY1056                         *CURRENT SURVEY CONTROL
 CY1056  ___________________________________________________________________
 CY1056* NAD 83(1992)-  32 19 52.71370(N)    108 47 26.43406(W)     ADJUSTED  
 CY1056* NAVD 88     -      1321.5    (meters)    4336.     (feet)  VERTCON   
 CY1056  ___________________________________________________________________
 CY1056  LAPLACE CORR-           4.61  (seconds)                    DEFLEC99
 CY1056  GEOID HEIGHT-         -25.68  (meters)                     GEOID03
 CY1056
 CY1056  HORZ ORDER  -  SECOND
 CY1056
 CY1056.The horizontal coordinates were established by classical geodetic methods
 CY1056.and adjusted by the National Geodetic Survey in December 1993..
 CY1056
 CY1056.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY1056.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY1056
 CY1056.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY1056
 CY1056.The geoid height was determined by GEOID03.
 CY1056
 CY1056;                    North         East     Units Scale Factor Converg.
 CY1056;SPC NM W     -   148,007.337   739,870.174   MT  1.00001681   -0 30 43.3
 CY1056;SPC NM W     -   485,587.40  2,427,390.73   sFT  1.00001681   -0 30 43.3
 CY1056;UTM  12      - 3,579,304.674   707,950.795   MT  1.00013329   +1 10 55.2
 CY1056
 CY1056!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY1056!SPC NM W     -   0.99979659  x   1.00001681  =   0.99981339
 CY1056!UTM  12      -   0.99979659  x   1.00013329  =   0.99992985
 CY1056
 CY1056:                Primary Azimuth Mark                     Grid Az
 CY1056:SPC NM W     -  3210835012                               056 25 21.0
 CY1056:UTM  12      -  3210835012                               054 43 42.5
 CY1056
 CY1056|---------------------------------------------------------------------|
 CY1056| PID    Reference Object                     Distance      Geod. Az  |
 CY1056|                                                           dddmmss.s |
 CY1056| CY1055 3210835012                          APPROX. 2.2 KM 0555437.7 |
 CY1056|---------------------------------------------------------------------|
 CY1056
 CY1056                          SUPERSEDED SURVEY CONTROL
 CY1056
 CY1056  NAD 83(1992)-  32 19 52.71357(N)    108 47 26.43403(W) AD(       ) 2
 CY1056  NAD 83(1986)-  32 19 52.70728(N)    108 47 26.42899(W) AD(       ) 2
 CY1056  NAD 27      -  32 19 52.40405(N)    108 47 24.23123(W) AD(       ) 2
 CY1056  NGVD 29 (07/19/86) 1320.7    (m)         4333.     (f) VERT ANG       
 CY1056
 CY1056.Superseded values are not recommended for survey control.
 CY1056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1056.See file dsdata.txt to determine how the superseded data were derived.
 CY1056
 CY1056_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYA0795179305(NAD 83)
 CY1056_MARKER: DD = SURVEY DISK
 CY1056_SETTING: 0 = UNSPECIFIED SETTING
 CY1056_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CY1056
 CY1056  HISTORY     - Date     Condition        Report By
 CY1056  HISTORY     - 1976     MONUMENTED       NMHD
 CY1056
 CY1056                          STATION DESCRIPTION
 CY1056
 CY1056'DESCRIBED BY NM HIGHWAY DEPT 1976 (CWW)
 CY1056'STATION IS LOCATED ALONG INTERSTATE 10, 16.70 AIRMILES ENE OF
 CY1056'THE ARIZONA-NEW MEXICO STATE LINE, AND 4.80 AIRMILES WSW OF
 CY1056'LORDSBURG AT HIGHWAY MILEPOST 17.40.
 CY1056'
 CY1056'TO REACH FROM THE INTERSECTION OF I-10 AND MAIN STREET IN
 CY1056'LORDSBURG, GO WEST ON I-10 5.5 MILES TO THE STATION ON THE
 CY1056'LEFT.  THE STATION IS 82 FEET SOUTH OF THE CENTERLINE OF THE
 CY1056'EAST BOUND LANE OF I-10, AND IS 10 FEET NORTH OF THE RIGHT OF
 CY1056'WAY FENCE LINE.
 CY1056'
 CY1056'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 CY1056'DISC SET IN A CONCRETE POST PROJECTING ABOUT SIX INCHES ABOVE
 CY1056'THE GROUND AND STAMPED 3210835011, 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY1055 ***********************************************************************
 CY1055  DESIGNATION -  3210835012
 CY1055  PID         -  CY1055
 CY1055  STATE/COUNTY-  NM/HIDALGO
 CY1055  USGS QUAD   -  GARY (1980)
 CY1055
 CY1055                         *CURRENT SURVEY CONTROL
 CY1055  ___________________________________________________________________
 CY1055* NAD 83(1992)-  32 20 32.31063(N)    108 46 17.50608(W)     ADJUSTED  
 CY1055* NAVD 88     -      1329.4    (meters)    4362.     (feet)  VERTCON   
 CY1055  ___________________________________________________________________
 CY1055  LAPLACE CORR-           3.83  (seconds)                    DEFLEC99
 CY1055  GEOID HEIGHT-         -25.61  (meters)                     GEOID03
 CY1055
 CY1055  HORZ ORDER  -  SECOND
 CY1055
 CY1055.The horizontal coordinates were established by classical geodetic methods
 CY1055.and adjusted by the National Geodetic Survey in December 1993..
 CY1055
 CY1055.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY1055.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY1055
 CY1055.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY1055
 CY1055.The geoid height was determined by GEOID03.
 CY1055
 CY1055;                    North         East     Units Scale Factor Converg.
 CY1055;SPC NM W     -   149,211.082   741,683.506   MT  1.00001282   -0 30 07.0
 CY1055;SPC NM W     -   489,536.69  2,433,339.97   sFT  1.00001282   -0 30 07.0
 CY1055;UTM  12      - 3,580,561.662   709,727.962   MT  1.00014245   +1 11 33.4
 CY1055
 CY1055!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY1055!SPC NM W     -   0.99979534  x   1.00001282  =   0.99980816
 CY1055!UTM  12      -   0.99979534  x   1.00014245  =   0.99993776
 CY1055
 CY1055:                Primary Azimuth Mark                     Grid Az
 CY1055:SPC NM W     -  3210835013                               051 43 22.1
 CY1055:UTM  12      -  3210835013                               050 01 41.7
 CY1055
 CY1055|---------------------------------------------------------------------|
 CY1055| PID    Reference Object                     Distance      Geod. Az  |
 CY1055|                                                           dddmmss.s |
 CY1055| CY1054 3210835013                          APPROX. 1.0 KM 0511315.1 |
 CY1055|---------------------------------------------------------------------|
 CY1055
 CY1055                          SUPERSEDED SURVEY CONTROL
 CY1055
 CY1055  NAD 83(1992)-  32 20 32.31053(N)    108 46 17.50611(W) AD(       ) 2
 CY1055  NAD 83(1986)-  32 20 32.30383(N)    108 46 17.50062(W) AD(       ) 2
 CY1055  NAD 27      -  32 20 31.99918(N)    108 46 15.30631(W) AD(       ) 2
 CY1055  NGVD 29 (07/19/86) 1328.6    (m)         4359.     (f) VERT ANG       
 CY1055
 CY1055.Superseded values are not recommended for survey control.
 CY1055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1055.See file dsdata.txt to determine how the superseded data were derived.
 CY1055
 CY1055_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYA0972880562(NAD 83)
 CY1055_MARKER: DD = SURVEY DISK
 CY1055_SETTING: 0 = UNSPECIFIED SETTING
 CY1055_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CY1055
 CY1055  HISTORY     - Date     Condition        Report By
 CY1055  HISTORY     - 1976     MONUMENTED       NMHD
 CY1055
 CY1055                          STATION DESCRIPTION
 CY1055
 CY1055'DESCRIBED BY NM HIGHWAY DEPT 1976 (CWW)
 CY1055'STATION IS LOCATED ALONG INTERSTATE 10, 18.00 AIRMILES ENE OF
 CY1055'THE ARIZONA-NEW MEXICO STATE LINE, AND 3.50 AIRMILES WEST OF
 CY1055'LORDSBURG AT HIGHWAY MILEPOST 18.80.
 CY1055'
 CY1055'TO REACH FROM THE INTERSECTION OF I-10 AND MAIN STREET IN
 CY1055'LORDSBURG, GO WEST ON I-10 4.1 MILES TO THE STATION ON THE
 CY1055'LEFT.  THE STATION IS 83 FEET SOUTH OF THE CENTERLINE OF THE
 CY1055'EAST BOUND LANE OF I-10, AND 10 FEET NORTH OF THE RIGHT OF WAY
 CY1055'FENCE LINE, ON TOP OF SMALL CUT.
 CY1055'
 CY1055'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 CY1055'DISC SET IN A CONCRETE POST PROJECTING ABOUT SIX INCHES ABOVE
 CY1055'THE GROUND AND STAMPED 3210835012, 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY1054 ***********************************************************************
 CY1054  DESIGNATION -  3210835013
 CY1054  PID         -  CY1054
 CY1054  STATE/COUNTY-  NM/HIDALGO
 CY1054  USGS QUAD   -  GARY (1980)
 CY1054
 CY1054                         *CURRENT SURVEY CONTROL
 CY1054  ___________________________________________________________________
 CY1054* NAD 83(1992)-  32 20 52.88103(N)    108 45 47.34303(W)     ADJUSTED  
 CY1054* NAVD 88     -      1323.1    (meters)    4341.     (feet)  VERTCON   
 CY1054  ___________________________________________________________________
 CY1054  LAPLACE CORR-           3.47  (seconds)                    DEFLEC99
 CY1054  GEOID HEIGHT-         -25.59  (meters)                     GEOID03
 CY1054
 CY1054  HORZ ORDER  -  SECOND
 CY1054
 CY1054.The horizontal coordinates were established by classical geodetic methods
 CY1054.and adjusted by the National Geodetic Survey in December 1993..
 CY1054
 CY1054.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY1054.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY1054
 CY1054.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY1054
 CY1054.The geoid height was determined by GEOID03.
 CY1054
 CY1054;                    North         East     Units Scale Factor Converg.
 CY1054;SPC NM W     -   149,837.828   742,477.754   MT  1.00001110   -0 29 51.1
 CY1054;SPC NM W     -   491,592.94  2,435,945.76   sFT  1.00001110   -0 29 51.1
 CY1054;UTM  12      - 3,581,211.709   710,503.431   MT  1.00014647   +1 11 50.2
 CY1054
 CY1054!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY1054!SPC NM W     -   0.99979632  x   1.00001110  =   0.99980742
 CY1054!UTM  12      -   0.99979632  x   1.00014647  =   0.99994276
 CY1054
 CY1054:                Primary Azimuth Mark                     Grid Az
 CY1054:SPC NM W     -  3210835014                               075 45 11.0
 CY1054:UTM  12      -  3210835014                               074 03 29.7
 CY1054
 CY1054|---------------------------------------------------------------------|
 CY1054| PID    Reference Object                     Distance      Geod. Az  |
 CY1054|                                                           dddmmss.s |
 CY1054| CY1024 3210835014                          APPROX. 2.2 KM 0751519.9 |
 CY1054|---------------------------------------------------------------------|
 CY1054
 CY1054                          SUPERSEDED SURVEY CONTROL
 CY1054
 CY1054  NAD 83(1992)-  32 20 52.88094(N)    108 45 47.34307(W) AD(       ) 2
 CY1054  NAD 83(1986)-  32 20 52.87417(N)    108 45 47.33746(W) AD(       ) 2
 CY1054  NAD 27      -  32 20 52.56945(N)    108 45 45.14435(W) AD(       ) 2
 CY1054  NGVD 29 (07/19/86) 1322.3    (m)         4338.     (f) VERT ANG       
 CY1054
 CY1054.Superseded values are not recommended for survey control.
 CY1054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1054.See file dsdata.txt to determine how the superseded data were derived.
 CY1054
 CY1054_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYA1050381212(NAD 83)
 CY1054_MARKER: DD = SURVEY DISK
 CY1054_SETTING: 0 = UNSPECIFIED SETTING
 CY1054_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CY1054
 CY1054  HISTORY     - Date     Condition        Report By
 CY1054  HISTORY     - 1976     MONUMENTED       NMHD
 CY1054
 CY1054                          STATION DESCRIPTION
 CY1054
 CY1054'DESCRIBED BY NM HIGHWAY DEPT 1976 (CWW)
 CY1054'STATION IS LOCATED ALONG INTERSTATE 10, 18.60 AIRMILES ENE OF
 CY1054'THE ARIZONA-NEW MEXICO STATE LINE, AND 3.00 AIRMILES WEST OF
 CY1054'LORDSBURG AT HIGHWAY MILEPOST 19.40.
 CY1054'
 CY1054'TO REACH FROM THE INTERSECTION OF I-10 AND MAIN STREET IN
 CY1054'LORDSBURG, GO WEST ON I-10 3.4 MILES TO THE STATION ON THE
 CY1054'RIGHT.  THE STATION IS 74 FEET NORTH OF THE CENTERLINE OF THE
 CY1054'WEST BOUND LANE OF I-10, AND IS 15 FEET SOUTH OF THE RIGHT OF
 CY1054'WAY FENCE LINE.
 CY1054'
 CY1054'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 CY1054'DISC SET IN A CONCRETE POST PROJECTING ABOUT SIX INCHES ABOVE
 CY1054'THE GROUND AND STAMPED 3210835013, 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY1024 ***********************************************************************
 CY1024  DESIGNATION -  3210835014
 CY1024  PID         -  CY1024
 CY1024  STATE/COUNTY-  NM/HIDALGO
 CY1024  USGS QUAD   -  LORDSBURG (1980)
 CY1024
 CY1024                         *CURRENT SURVEY CONTROL
 CY1024  ___________________________________________________________________
 CY1024* NAD 83(1992)-  32 21 11.11144(N)    108 44 25.70240(W)     ADJUSTED  
 CY1024* NAVD 88     -      1309.0    (meters)    4295.     (feet)  VERTCON   
 CY1024  ___________________________________________________________________
 CY1024  LAPLACE CORR-           2.83  (seconds)                    DEFLEC99
 CY1024  GEOID HEIGHT-         -25.53  (meters)                     GEOID03
 CY1024
 CY1024  HORZ ORDER  -  SECOND
 CY1024
 CY1024.The horizontal coordinates were established by classical geodetic methods
 CY1024.and adjusted by the National Geodetic Survey in December 1993..
 CY1024
 CY1024.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY1024.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY1024
 CY1024.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY1024
 CY1024.The geoid height was determined by GEOID03.
 CY1024
 CY1024;                    North         East     Units Scale Factor Converg.
 CY1024;SPC NM W     -   150,381.062   744,617.230   MT  1.00000654   -0 29 07.7
 CY1024;SPC NM W     -   493,375.20  2,442,965.03   sFT  1.00000654   -0 29 07.7
 CY1024;UTM  12      - 3,581,818.074   712,626.206   MT  1.00015754   +1 12 34.6
 CY1024
 CY1024!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY1024!SPC NM W     -   0.99979851  x   1.00000654  =   0.99980505
 CY1024!UTM  12      -   0.99979851  x   1.00015754  =   0.99995602
 CY1024
 CY1024:                Primary Azimuth Mark                     Grid Az
 CY1024:SPC NM W     -  3210835015                               116 33 23.8
 CY1024:UTM  12      -  3210835015                               114 51 41.5
 CY1024
 CY1024|---------------------------------------------------------------------|
 CY1024| PID    Reference Object                     Distance      Geod. Az  |
 CY1024|                                                           dddmmss.s |
 CY1024| CY1023 3210835015                          APPROX. 1.7 KM 1160416.1 |
 CY1024|---------------------------------------------------------------------|
 CY1024
 CY1024                          SUPERSEDED SURVEY CONTROL
 CY1024
 CY1024  NAD 83(1992)-  32 21 11.11138(N)    108 44 25.70241(W) AD(       ) 2
 CY1024  NAD 83(1986)-  32 21 11.10449(N)    108 44 25.69661(W) AD(       ) 2
 CY1024  NAD 27      -  32 21 10.80061(N)    108 44 23.50357(W) AD(       ) 2
 CY1024  NGVD 29 (07/19/86) 1308.3    (m)         4292.     (f) VERT ANG       
 CY1024
 CY1024.Superseded values are not recommended for survey control.
 CY1024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1024.See file dsdata.txt to determine how the superseded data were derived.
 CY1024
 CY1024_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYA1262681818(NAD 83)
 CY1024_MARKER: DD = SURVEY DISK
 CY1024_SETTING: 0 = UNSPECIFIED SETTING
 CY1024_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CY1024
 CY1024  HISTORY     - Date     Condition        Report By
 CY1024  HISTORY     - 1976     MONUMENTED       NMHD
 CY1024
 CY1024                          STATION DESCRIPTION
 CY1024
 CY1024'DESCRIBED BY NM HIGHWAY DEPT 1976 (CWW)
 CY1024'STATION IS LOCATED ALONG INTERSTATE 10, 20.00 AIRMILES ENE OF
 CY1024'THE ARIZONA-NEW MEXICO STATE LINE, AND 1.70 AIRMILES WEST OF
 CY1024'LORDSBURG AT HIGHWAY MILEPOST 20.80.
 CY1024'
 CY1024'TO REACH FROM THE INTERSECTION OF I-10 AND MAIN STREET IN
 CY1024'LORDSBURG, GO WEST ON I-10 2.0 MILES TO THE STATION ON THE
 CY1024'RIGHT.  THE STATION IS 95 FEET NORTH OF THE CENTERLINE OF THE
 CY1024'WEST BOUND LANE OF I-10, AND 24 FEET WEST ON THE CENTER LINE
 CY1024'OF THE WEST LORDSBURG INTERCHANGE SET IN THE NORTHWEST CORNER.
 CY1024'
 CY1024'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 CY1024'DISC SET IN A CONCRETE POST PROJECTING ABOUT SIX INCHES ABOVE
 CY1024'THE GROUND AND STAMPED 3210835014, 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY1023 ***********************************************************************
 CY1023  DESIGNATION -  3210835015
 CY1023  PID         -  CY1023
 CY1023  STATE/COUNTY-  NM/HIDALGO
 CY1023  USGS QUAD   -  LORDSBURG (1980)
 CY1023
 CY1023                         *CURRENT SURVEY CONTROL
 CY1023  ___________________________________________________________________
 CY1023* NAD 83(1992)-  32 20 46.34520(N)    108 43 26.08285(W)     ADJUSTED  
 CY1023* NAVD 88     -      1312.6    (meters)    4306.     (feet)  VERTCON   
 CY1023  ___________________________________________________________________
 CY1023  LAPLACE CORR-           2.43  (seconds)                    DEFLEC99
 CY1023  GEOID HEIGHT-         -25.50  (meters)                     GEOID03
 CY1023
 CY1023  HORZ ORDER  -  SECOND
 CY1023
 CY1023.The horizontal coordinates were established by classical geodetic methods
 CY1023.and adjusted by the National Geodetic Survey in December 1993..
 CY1023
 CY1023.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY1023.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY1023
 CY1023.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY1023
 CY1023.The geoid height was determined by GEOID03.
 CY1023
 CY1023;                    North         East     Units Scale Factor Converg.
 CY1023;SPC NM W     -   149,605.109   746,169.710   MT  1.00000330   -0 28 35.5
 CY1023;SPC NM W     -   490,829.43  2,448,058.46   sFT  1.00000330   -0 28 35.5
 CY1023;UTM  12      - 3,581,088.265   714,201.205   MT  1.00016584   +1 13 05.7
 CY1023
 CY1023!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY1023!SPC NM W     -   0.99979794  x   1.00000330  =   0.99980124
 CY1023!UTM  12      -   0.99979794  x   1.00016584  =   0.99996375
 CY1023
 CY1023:                Primary Azimuth Mark                     Grid Az
 CY1023:SPC NM W     -  3210835016                               111 51 41.8
 CY1023:UTM  12      -  3210835016                               110 10 00.6
 CY1023
 CY1023|---------------------------------------------------------------------|
 CY1023| PID    Reference Object                     Distance      Geod. Az  |
 CY1023|                                                           dddmmss.s |
 CY1023| CY1022 3210835016                          APPROX. 1.4 KM 1112306.3 |
 CY1023|---------------------------------------------------------------------|
 CY1023
 CY1023                          SUPERSEDED SURVEY CONTROL
 CY1023
 CY1023  NAD 83(1992)-  32 20 46.34516(N)    108 43 26.08285(W) AD(       ) 2
 CY1023  NAD 83(1986)-  32 20 46.33816(N)    108 43 26.07690(W) AD(       ) 2
 CY1023  NAD 27      -  32 20 46.03372(N)    108 43 23.88429(W) AD(       ) 2
 CY1023  NGVD 29 (07/19/86) 1311.9    (m)         4304.     (f) VERT ANG       
 CY1023
 CY1023.Superseded values are not recommended for survey control.
 CY1023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1023.See file dsdata.txt to determine how the superseded data were derived.
 CY1023
 CY1023_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYA1420181088(NAD 83)
 CY1023_MARKER: DD = SURVEY DISK
 CY1023_SETTING: 0 = UNSPECIFIED SETTING
 CY1023_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CY1023
 CY1023  HISTORY     - Date     Condition        Report By
 CY1023  HISTORY     - 1976     MONUMENTED       NMHD
 CY1023
 CY1023                          STATION DESCRIPTION
 CY1023
 CY1023'DESCRIBED BY NM HIGHWAY DEPT 1976 (CWW)
 CY1023'STATION IS LOCATED ALONG INTERSTATE 10, 20.60 AIRMILES ENE OF
 CY1023'THE ARIZONA-NEW MEXICO STATE LINE, AND 0.70 AIRMILES WEST OF
 CY1023'LORDSBURG AT HIGHWAY MILEPOST 21.90.
 CY1023'
 CY1023'TO REACH FROM THE INTERSECTION OF I-10 AND MAIN STREET IN
 CY1023'LORDSBURG, GO WEST ON I-10 0.9 MILES TO THE STATION ON THE
 CY1023'LEFT.  THE STATION IS 80 FEET SOUTH OF THE CENTERLINE OF THE
 CY1023'EAST BOUND LANE OF I-10, AND 20 FEET NORTH OF THE SOUTH BANK OF
 CY1023'A LARGE DRAINAGE CANAL.
 CY1023'
 CY1023'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 CY1023'DISC SET IN A CONCRETE POST PROJECTING ABOUT SIX INCHES ABOVE
 CY1023'THE GROUND AND STAMPED 3210835015, 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY1022 ***********************************************************************
 CY1022  DESIGNATION -  3210835016
 CY1022  PID         -  CY1022
 CY1022  STATE/COUNTY-  NM/HIDALGO
 CY1022  USGS QUAD   -  LORDSBURG (1980)
 CY1022
 CY1022                         *CURRENT SURVEY CONTROL
 CY1022  ___________________________________________________________________
 CY1022* NAD 83(1992)-  32 20 30.35567(N)    108 42 37.99298(W)     ADJUSTED  
 CY1022* NAVD 88     -      1316.6    (meters)    4320.     (feet)  VERTCON   
 CY1022  ___________________________________________________________________
 CY1022  LAPLACE CORR-           2.20  (seconds)                    DEFLEC99
 CY1022  GEOID HEIGHT-         -25.48  (meters)                     GEOID03
 CY1022
 CY1022  HORZ ORDER  -  SECOND
 CY1022
 CY1022.The horizontal coordinates were established by classical geodetic methods
 CY1022.and adjusted by the National Geodetic Survey in December 1993..
 CY1022
 CY1022.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY1022.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY1022
 CY1022.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY1022
 CY1022.The geoid height was determined by GEOID03.
 CY1022
 CY1022;                    North         East     Units Scale Factor Converg.
 CY1022;SPC NM W     -   149,102.211   747,423.137   MT  1.00000073   -0 28 09.5
 CY1022;SPC NM W     -   489,179.50  2,452,170.74   sFT  1.00000073   -0 28 09.5
 CY1022;UTM  12      - 3,580,622.576   715,469.168   MT  1.00017256   +1 13 30.9
 CY1022
 CY1022!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY1022!SPC NM W     -   0.99979731  x   1.00000073  =   0.99979804
 CY1022!UTM  12      -   0.99979731  x   1.00017256  =   0.99996984
 CY1022
 CY1022:                Primary Azimuth Mark                     Grid Az
 CY1022:SPC NM W     -  3210835017                               096 23 06.0
 CY1022:UTM  12      -  3210835017                               094 41 25.6
 CY1022
 CY1022|---------------------------------------------------------------------|
 CY1022| PID    Reference Object                     Distance      Geod. Az  |
 CY1022|                                                           dddmmss.s |
 CY1022| CY1021 3210835017                          APPROX. 2.9 KM 0955456.5 |
 CY1022|---------------------------------------------------------------------|
 CY1022
 CY1022                          SUPERSEDED SURVEY CONTROL
 CY1022
 CY1022  NAD 83(1992)-  32 20 30.35562(N)    108 42 37.99298(W) AD(       ) 2
 CY1022  NAD 83(1986)-  32 20 30.34864(N)    108 42 37.98690(W) AD(       ) 2
 CY1022  NAD 27      -  32 20 30.04414(N)    108 42 35.79466(W) AD(       ) 2
 CY1022  NGVD 29 (07/19/86) 1315.9    (m)         4317.     (f) VERT ANG       
 CY1022
 CY1022.Superseded values are not recommended for survey control.
 CY1022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1022.See file dsdata.txt to determine how the superseded data were derived.
 CY1022
 CY1022_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYA1546980623(NAD 83)
 CY1022_MARKER: DD = SURVEY DISK
 CY1022_SETTING: 0 = UNSPECIFIED SETTING
 CY1022_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CY1022
 CY1022  HISTORY     - Date     Condition        Report By
 CY1022  HISTORY     - 1976     MONUMENTED       NMHD
 CY1022
 CY1022                          STATION DESCRIPTION
 CY1022
 CY1022'DESCRIBED BY NM HIGHWAY DEPT 1976 (CWW)
 CY1022'STATION IS LOCATED ALONG INTERSTATE 10, 21.20 AIRMILES ENE OF
 CY1022'THE ARIZONA-NEW MEXICO STATE LINE, AND 0.60 AIRMILES WSW OF
 CY1022'LORDSBURG AT HIGHWAY MILEPOST 22.80.
 CY1022'
 CY1022'TO REACH FROM THE INTERSECTION OF I-10 AND MAIN STREET IN
 CY1022'LORDSBURG, GO EAST ON I-10 0.1 MILES TO THE STATION ON THE
 CY1022'LEFT.  THE STATION IS 5 FEET SOUTH OF THE CENTERLINE OF THE
 CY1022'EAST BOUND LANE OF I-10, AND IN MEDIAN BY SMALL GARDEN.
 CY1022'
 CY1022'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 CY1022'DISC SET IN A CONCRETE POST PROJECTING ABOUT SIX INCHES ABOVE
 CY1022'THE GROUND AND STAMPED 3210835016, 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY1021 ***********************************************************************
 CY1021  DESIGNATION -  3210835017
 CY1021  PID         -  CY1021
 CY1021  STATE/COUNTY-  NM/HIDALGO
 CY1021  USGS QUAD   -  LORDSBURG (1980)
 CY1021
 CY1021                         *CURRENT SURVEY CONTROL
 CY1021  ___________________________________________________________________
 CY1021* NAD 83(1992)-  32 20 20.60510(N)    108 40 47.30270(W)     ADJUSTED  
 CY1021* NAVD 88     -      1300.0    (meters)    4265.     (feet)  VERT ANG  
 CY1021  ___________________________________________________________________
 CY1021  X           -  -1,727,943.276 (meters)                     COMP
 CY1021  Y           -  -5,110,919.295 (meters)                     COMP
 CY1021  Z           -   3,392,938.775 (meters)                     COMP
 CY1021  LAPLACE CORR-           2.20  (seconds)                    DEFLEC99
 CY1021  ELLIP HEIGHT-        1274.20  (meters)          (09/28/01) GPS OBS
 CY1021  GEOID HEIGHT-         -25.43  (meters)                     GEOID03
 CY1021
 CY1021  HORZ ORDER  -  SECOND
 CY1021  ELLP ORDER  -  FOURTH    CLASS I
 CY1021
 CY1021.The horizontal coordinates were established by classical geodetic methods
 CY1021.and adjusted by the National Geodetic Survey in December 1993..
 CY1021
 CY1021.The orthometric height was determined by vertical angle observations.
 CY1021
 CY1021.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CY1021
 CY1021.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY1021
 CY1021.The ellipsoidal height was determined by GPS observations
 CY1021.and is referenced to NAD 83.
 CY1021
 CY1021.The geoid height was determined by GEOID03.
 CY1021
 CY1021;                    North         East     Units Scale Factor Converg.
 CY1021;SPC NM W     -   148,778.576   750,315.243   MT  0.99999494   -0 27 10.2
 CY1021;SPC NM W     -   488,117.71  2,461,659.26   sFT  0.99999494   -0 27 10.2
 CY1021;UTM  12      - 3,580,384.560   718,370.109   MT  1.00018808   +1 14 29.9
 CY1021
 CY1021!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY1021!SPC NM W     -   0.99979998  x   0.99999494  =   0.99979492
 CY1021!UTM  12      -   0.99979998  x   1.00018808  =   0.99998802
 CY1021
 CY1021:                Primary Azimuth Mark                     Grid Az
 CY1021:SPC NM W     -  3210835018                               105 47 24.0
 CY1021:UTM  12      -  3210835018                               104 05 43.9
 CY1021
 CY1021|---------------------------------------------------------------------|
 CY1021| PID    Reference Object                     Distance      Geod. Az  |
 CY1021|                                                           dddmmss.s |
 CY1021| CY1020 3210835018                          APPROX. 2.2 KM 1052013.8 |
 CY1021|---------------------------------------------------------------------|
 CY1021
 CY1021                          SUPERSEDED SURVEY CONTROL
 CY1021
 CY1021  ELLIP H (12/21/93) 1274.23   (m)                       GP(       ) 4 1
 CY1021  NAD 83(1992)-  32 20 20.60495(N)    108 40 47.30266(W) AD(       ) 2
 CY1021  ELLIP H (08/23/93) 1274.23   (m)                       GP(       ) 4 2
 CY1021  ELLIP H (07/01/93) 1274.42   (m)                       GP(       ) 4 2
 CY1021  NAD 83(1986)-  32 20 20.59833(N)    108 40 47.29615(W) AD(       ) 2
 CY1021  NAD 27      -  32 20 20.29465(N)    108 40 45.10355(W) AD(       ) 2
 CY1021  NGVD 29 (07/19/86) 1298.7    (m)         4261.     (f) VERT ANG       
 CY1021
 CY1021.Superseded values are not recommended for survey control.
 CY1021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1021.See file dsdata.txt to determine how the superseded data were derived.
 CY1021
 CY1021_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYA1837080385(NAD 83)
 CY1021_MARKER: DD = SURVEY DISK
 CY1021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY1021_SP_SET: CONCRETE POST
 CY1021_STAMPING: 3210835017 1976
 CY1021_MARK LOGO: NMHC  
 CY1021_MAGNETIC: N = NO MAGNETIC MATERIAL
 CY1021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY1021+STABILITY: SURFACE MOTION
 CY1021_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CY1021+SATELLITE: SATELLITE OBSERVATIONS - January 22, 1992
 CY1021
 CY1021  HISTORY     - Date     Condition        Report By
 CY1021  HISTORY     - 1976     MONUMENTED       NMHD
 CY1021  HISTORY     - 1976     GOOD             NMHC
 CY1021  HISTORY     - 19901215 GOOD             NMHD
 CY1021  HISTORY     - 19920122 GOOD             NGS
 CY1021
 CY1021                          STATION DESCRIPTION
 CY1021
 CY1021'DESCRIBED BY NM HIGHWAY DEPT 1976 (CWW)
 CY1021'STATION IS LOCATED ALONG INTERSTATE 10, 22.90 AIRMILES ENE OF THE
 CY1021'ARIZONA-NEW MEXICO STATE LINE, AND 2.00 AIRMILES ESE OF LORDSBURG
 CY1021'AT HIGHWAY MILEPOST 24.65.
 CY1021'
 CY1021'TO REACH FROM THE INTERSECTION OF I-10 AND MAIN STREET IN
 CY1021'LORDSBURG, GO EAST ON I-10 1.8 MILES TO THE STATION ON THE
 CY1021'RIGHT.  THE STATION IS 103 FEET SOUTH OF THE CENTERLINE OF THE
 CY1021'EAST BOUND LANE OF I-10, AND 34 FEET WEST OF THE CENTERLINE OF
 CY1021'THE EAST LORDSBURG INTERCHANGE, IN SOUTHWEST CORNER.
 CY1021'
 CY1021'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 CY1021'DISC SET IN A CONCRETE POST PROJECTING ABOUT SIX INCHES ABOVE THE
 CY1021'GROUND AND STAMPED 3210835017, 1976.
 CY1021
 CY1021                          STATION RECOVERY (1976)
 CY1021
 CY1021'RECOVERY NOTE BY NEW MEXICO STATE HIGHWAY COMMISSION 1976
 CY1021'RECOVERED IN GOOD CONDITION.
 CY1021
 CY1021                          STATION RECOVERY (1990)
 CY1021
 CY1021'RECOVERY NOTE BY NM HIGHWAY DEPT 1990
 CY1021'THE STATION IS LOCATED ALONG INTERSTATE 10 ABOUT 2 MILES EAST OF
 CY1021'LORDSBURG.
 CY1021'THE STATION IS LOCATED IN THE SOUTHWEST QUADRANT OF THE OVERPASS AT
 CY1021'INTERSTATE 10 EXIT 24, EAST MOTEL DRIVE.  THE STATION IS 31 M
 CY1021'(101.7 FT) SOUTH OF THE CENTERLINE OF THE EAST BOUND LAND OF
 CY1021'INTERSTATE 10 AND 10 M (32.8 FT) WEST OF THE CENTERLINE OF THE EAST
 CY1021'LORDSBURG INTERCHANGE.
 CY1021'THE STATION IS A NEW MEXICO STATE HIGHWAY COMMISSION DISK SET IN A
 CY1021'CONCRETE POST PROJECTING 0.15 M (0.49 FT) ABOVE THE GROUND AND
 CY1021'STAMPED ---3210835017 1976---.  IT IS ABOUT 3 M (9.8 FT) SOUTHWEST OF
 CY1021'A LIGHT POLE ON THE SIDE OF A FAIRLY STEEP SLOPE.
 CY1021
 CY1021                          STATION RECOVERY (1992)
 CY1021
 CY1021'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CY1021'THE STATION IS LOCATED ABOUT 0.8 KM (0.5 MI) EAST OF LORDSBURG, NEAR
 CY1021'THE SOUTHWEST CORNER OF THE EXIT 24 OVERPASS BRIDGE OVER INTERSTATE
 CY1021'HIGHWAY 10. OWNERSHIP--NEW MEXICO DEPARTMENT OF TRANSPORTATION.
 CY1021'TO REACH FROM THE JUNCTION OF INTERSTATE HIGHWAY 10 AND EAST MOTEL
 CY1021'DRIVE (EXIT 24) ON THE EAST SIDE OF LORDSBURG, GO SOUTH FROM THE
 CY1021'CENTER OF THE OVERPASS BRIDGE ON EAST MOTEL DRIVE FOR 43 M
 CY1021'(141.1 FT) TO THE STATION ON THE RIGHT.
 CY1021'STATION IS SET IN A SQUARE CONCRETE MONUMENT PROJECTING 15 CM ABOVE
 CY1021'GROUND.  IT IS 10.65 M (34.94 FT) WEST FROM THE CENTER OF EAST MOTEL
 CY1021'DRIVE, 3.0 M (9.8 FT) SOUTH FROM A STREET LIGHT, 1.4 M (4.6 FT) WEST
 CY1021'FROM A METAL GUARD RAIL AND 1.45 M (4.76 FT) EAST FROM A METAL
 CY1021'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY1020 ***********************************************************************
 CY1020  DESIGNATION -  3210835018
 CY1020  PID         -  CY1020
 CY1020  STATE/COUNTY-  NM/HIDALGO
 CY1020  USGS QUAD   -  LORDSBURG (1980)
 CY1020
 CY1020                         *CURRENT SURVEY CONTROL
 CY1020  ___________________________________________________________________
 CY1020* NAD 83(1992)-  32 20 01.65001(N)    108 39 25.93110(W)     ADJUSTED  
 CY1020* NAVD 88     -      1286.7    (meters)    4221.     (feet)  VERTCON   
 CY1020  ___________________________________________________________________
 CY1020  LAPLACE CORR-           2.40  (seconds)                    DEFLEC99
 CY1020  GEOID HEIGHT-         -25.41  (meters)                     GEOID03
 CY1020
 CY1020  HORZ ORDER  -  SECOND
 CY1020
 CY1020.The horizontal coordinates were established by classical geodetic methods
 CY1020.and adjusted by the National Geodetic Survey in December 1993..
 CY1020
 CY1020.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY1020.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY1020
 CY1020.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY1020
 CY1020.The geoid height was determined by GEOID03.
 CY1020
 CY1020;                    North         East     Units Scale Factor Converg.
 CY1020;SPC NM W     -   148,178.121   752,438.624   MT  0.99999083   -0 26 26.4
 CY1020;SPC NM W     -   486,147.72  2,468,625.72   sFT  0.99999083   -0 26 26.4
 CY1020;UTM  12      - 3,579,847.044   720,510.746   MT  1.00019967   +1 15 12.8
 CY1020
 CY1020!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY1020!SPC NM W     -   0.99980200  x   0.99999083  =   0.99979283
 CY1020!UTM  12      -   0.99980200  x   1.00019967  =   1.00000163
 CY1020
 CY1020:                Primary Azimuth Mark                     Grid Az
 CY1020:SPC NM W     -  3210835019                               107 30 10.7
 CY1020:UTM  12      -  3210835019                               105 48 31.5
 CY1020
 CY1020|---------------------------------------------------------------------|
 CY1020| PID    Reference Object                     Distance      Geod. Az  |
 CY1020|                                                           dddmmss.s |
 CY1020| CY1019 3210835019                          APPROX. 2.2 KM 1070344.3 |
 CY1020|---------------------------------------------------------------------|
 CY1020
 CY1020                          SUPERSEDED SURVEY CONTROL
 CY1020
 CY1020  NAD 83(1992)-  32 20 01.64961(N)    108 39 25.93083(W) AD(       ) 2
 CY1020  NAD 83(1986)-  32 20 01.64380(N)    108 39 25.92507(W) AD(       ) 2
 CY1020  NAD 27      -  32 20 01.34027(N)    108 39 23.73508(W) AD(       ) 2
 CY1020  NGVD 29 (07/19/86) 1286.0    (m)         4219.     (f) VERT ANG       
 CY1020
 CY1020.Superseded values are not recommended for survey control.
 CY1020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1020.See file dsdata.txt to determine how the superseded data were derived.
 CY1020
 CY1020_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYA2051179847(NAD 83)
 CY1020_MARKER: DD = SURVEY DISK
 CY1020_SETTING: 0 = UNSPECIFIED SETTING
 CY1020_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CY1020
 CY1020  HISTORY     - Date     Condition        Report By
 CY1020  HISTORY     - 1976     MONUMENTED       NMHD
 CY1020
 CY1020                          STATION DESCRIPTION
 CY1020
 CY1020'DESCRIBED BY NM HIGHWAY DEPT 1976 (CWW)
 CY1020'STATION IS LOCATED ALONG INTERSTATE 10, 24.00 AIRMILES ENE OF
 CY1020'THE ARIZONA-NEW MEXICO STATE LINE, AND 3.40 AIRMILES ESE OF
 CY1020'LORDSBURG AT HIGHWAY MILEPOST 25.95.
 CY1020'
 CY1020'TO REACH FROM THE INTERSECTION OF I-10 AND MAIN STREET IN
 CY1020'LORDSBURG, GO EAST ON I-10 3.2 MILES TO THE STATION ON THE
 CY1020'RIGHT.  THE STATION IS 66 FEET SOUTH OF THE CENTERLINE OF THE
 CY1020'EAST BOUND LANE OF I-10, AND 20 FEET NORTH OF THE SOUTH BANK
 CY1020'OF DRAINAGE CANAL.
 CY1020'
 CY1020'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 CY1020'DISC SET IN A CONCRETE POST PROJECTING ABOUT SIX INCHES ABOVE THE
 CY1020'GROUND AND STAMPED 3210835018, 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY1019 ***********************************************************************
 CY1019  DESIGNATION -  3210835019
 CY1019  PID         -  CY1019
 CY1019  STATE/COUNTY-  NM/HIDALGO
 CY1019  USGS QUAD   -  LORDSBURG (1980)
 CY1019
 CY1019                         *CURRENT SURVEY CONTROL
 CY1019  ___________________________________________________________________
 CY1019* NAD 83(1992)-  32 19 40.50034(N)    108 38 04.80008(W)     ADJUSTED  
 CY1019* NAVD 88     -      1280.2    (meters)    4200.     (feet)  VERTCON   
 CY1019  ___________________________________________________________________
 CY1019  LAPLACE CORR-           2.73  (seconds)                    DEFLEC99
 CY1019  GEOID HEIGHT-         -25.38  (meters)                     GEOID03
 CY1019
 CY1019  HORZ ORDER  -  SECOND
 CY1019
 CY1019.The horizontal coordinates were established by classical geodetic methods
 CY1019.and adjusted by the National Geodetic Survey in December 1993..
 CY1019
 CY1019.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY1019.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY1019
 CY1019.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY1019
 CY1019.The geoid height was determined by GEOID03.
 CY1019
 CY1019;                    North         East     Units Scale Factor Converg.
 CY1019;SPC NM W     -   147,510.569   754,555.450   MT  0.99998683   -0 25 42.8
 CY1019;SPC NM W     -   483,957.59  2,475,570.67   sFT  0.99998683   -0 25 42.8
 CY1019;UTM  12      - 3,579,242.232   722,646.844   MT  1.00021134   +1 15 55.5
 CY1019
 CY1019!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY1019!SPC NM W     -   0.99980302  x   0.99998683  =   0.99978985
 CY1019!UTM  12      -   0.99980302  x   1.00021134  =   1.00001431
 CY1019
 CY1019:                Primary Azimuth Mark                     Grid Az
 CY1019:SPC NM W     -  3210835020                               125 35 18.4
 CY1019:UTM  12      -  3210835020                               123 53 40.1
 CY1019
 CY1019|---------------------------------------------------------------------|
 CY1019| PID    Reference Object                     Distance      Geod. Az  |
 CY1019|                                                           dddmmss.s |
 CY1019| CY1017 3210835020                          APPROX. 1.6 KM 1250935.6 |
 CY1019|---------------------------------------------------------------------|
 CY1019
 CY1019                          SUPERSEDED SURVEY CONTROL
 CY1019
 CY1019  NAD 83(1992)-  32 19 40.49964(N)    108 38 04.79956(W) AD(       ) 2
 CY1019  NAD 83(1986)-  32 19 40.49473(N)    108 38 04.79461(W) AD(       ) 2
 CY1019  NAD 27      -  32 19 40.19253(N)    108 38 02.60686(W) AD(       ) 2
 CY1019  NGVD 29 (07/19/86) 1279.5    (m)         4198.     (f) VERT ANG       
 CY1019
 CY1019.Superseded values are not recommended for survey control.
 CY1019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1019.See file dsdata.txt to determine how the superseded data were derived.
 CY1019
 CY1019_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYA2264779242(NAD 83)
 CY1019_MARKER: DD = SURVEY DISK
 CY1019_SETTING: 0 = UNSPECIFIED SETTING
 CY1019_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CY1019
 CY1019  HISTORY     - Date     Condition        Report By
 CY1019  HISTORY     - 1976     MONUMENTED       NMHD
 CY1019
 CY1019                          STATION DESCRIPTION
 CY1019
 CY1019'DESCRIBED BY NM HIGHWAY DEPT 1976 (CWW)
 CY1019'STATION IS LOCATED ALONG INTERSTATE 10, 25.20 AIRMILES ENE OF THE
 CY1019'ARIZONA-NEW MEXICO STATE LINE, AND 4.80 AIRMILES ESE OF LORDSBURG
 CY1019'AT HIGHWAY MILEPOST 27.30.
 CY1019'
 CY1019'TO REACH FROM THE INTERSECTION OF I-10 AND MAIN STREET IN
 CY1019'LORDSBURG, GO EAST ON I-10 4.6 MILES TO THE STATION ON THE
 CY1019'RIGHT.  THE STATION IS 100 FEET SOUTH OF THE CENTERLINE OF THE
 CY1019'EAST BOUND LANE OF I-10, AND IS 6 FEET NORTH OF THE RIGHT OF WAY
 CY1019'FENCE LINE.
 CY1019'
 CY1019'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION DISC
 CY1019'SET IN A CONCRETE POST PROJECTING ABOUT SIX INCHES ABOVE THE
 CY1019'GROUND AND STAMPED 3210835019, 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY1017 ***********************************************************************
 CY1017  DESIGNATION -  3210835020
 CY1017  PID         -  CY1017
 CY1017  STATE/COUNTY-  NM/HIDALGO
 CY1017  USGS QUAD   -  LISBON (1980)
 CY1017
 CY1017                         *CURRENT SURVEY CONTROL
 CY1017  ___________________________________________________________________
 CY1017* NAD 83(1992)-  32 19 10.59101(N)    108 37 14.79883(W)     ADJUSTED  
 CY1017* NAVD 88     -      1283.04   (+/-2cm)    4209.4    (feet)  VERTCON   
 CY1017  ___________________________________________________________________
 CY1017  LAPLACE CORR-           2.78  (seconds)                    DEFLEC99
 CY1017  GEOID HEIGHT-         -25.37  (meters)                     GEOID03
 CY1017
 CY1017  HORZ ORDER  -  SECOND
 CY1017  VERT ORDER  -  THIRD ? (See Below)
 CY1017
 CY1017.The horizontal coordinates were established by classical geodetic methods
 CY1017.and adjusted by the National Geodetic Survey in December 1993..
 CY1017
 CY1017.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY1017.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY1017.The vertical order pertains to the NGVD 29 superseded value.
 CY1017
 CY1017.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY1017
 CY1017.The geoid height was determined by GEOID03.
 CY1017
 CY1017;                    North         East     Units Scale Factor Converg.
 CY1017;SPC NM W     -   146,579.601   755,856.370   MT  0.99998443   -0 25 15.7
 CY1017;SPC NM W     -   480,903.24  2,479,838.77   sFT  0.99998443   -0 25 15.7
 CY1017;UTM  12      - 3,578,349.918   723,975.017   MT  1.00021866   +1 16 21.2
 CY1017
 CY1017!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY1017!SPC NM W     -   0.99980257  x   0.99998443  =   0.99978700
 CY1017!UTM  12      -   0.99980257  x   1.00021866  =   1.00002119
 CY1017
 CY1017:                Primary Azimuth Mark                     Grid Az
 CY1017:SPC NM W     -  3210835021                               123 55 08.7
 CY1017:UTM  12      -  3210835021                               122 13 31.8
 CY1017
 CY1017|---------------------------------------------------------------------|
 CY1017| PID    Reference Object                     Distance      Geod. Az  |
 CY1017|                                                           dddmmss.s |
 CY1017| CY1016 3210835021                          APPROX. 1.5 KM 1232953.0 |
 CY1017|---------------------------------------------------------------------|
 CY1017
 CY1017                          SUPERSEDED SURVEY CONTROL
 CY1017
 CY1017  NAD 83(1992)-  32 19 10.59010(N)    108 37 14.79821(W) AD(       ) 2
 CY1017  NAD 83(1986)-  32 19 10.58579(N)    108 37 14.79363(W) AD(       ) 2
 CY1017  NAD 27      -  32 19 10.28436(N)    108 37 12.60678(W) AD(       ) 2
 CY1017  NGVD 29 (07/19/86) 1282.32   (m)         4207.1    (f) LEVELING    3  
 CY1017
 CY1017.Superseded values are not recommended for survey control.
 CY1017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1017.See file dsdata.txt to determine how the superseded data were derived.
 CY1017
 CY1017_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYA2397578350(NAD 83)
 CY1017_MARKER: DD = SURVEY DISK
 CY1017_SETTING: 0 = UNSPECIFIED SETTING
 CY1017_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CY1017
 CY1017  HISTORY     - Date     Condition        Report By
 CY1017  HISTORY     - 1976     MONUMENTED       NMHD
 CY1017
 CY1017                          STATION DESCRIPTION
 CY1017
 CY1017'DESCRIBED BY NM HIGHWAY DEPT 1976 (CWW)
 CY1017'STATION IS LOCATED ALONG INTERSTATE 10, 25.80 AIRMILES ENE OF
 CY1017'THE ARIZONA-NEW MEXICO STATE LINE, AND 5.70 AIRMILES ESE OF
 CY1017'LORDSBURG AT HIGHWAY MILEPOST 28.35.
 CY1017'
 CY1017'TO REACH FROM THE INTERSECTION OF I-10 AND MAIN STREET IN
 CY1017'LORDSBURG, GO EAST ON I-10 5.6 MILES TO THE STATION ON THE
 CY1017'RIGHT.  THE STATION IS 99 FEET SOUTH OF THE CENTERLINE OF THE
 CY1017'EAST BOUND LANE OF I-10, AND IS 6 FEET NORTH OF THE RIGHT OF WAY
 CY1017'FENCE LINE.
 CY1017'
 CY1017'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 CY1017'DISC SET IN A CONCRETE POST PROJECTING ABOUT SIX INCHES ABOVE THE
 CY1017'GROUND AND STAMPED 3210835020, 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY1016 ***********************************************************************
 CY1016  DESIGNATION -  3210835021
 CY1016  PID         -  CY1016
 CY1016  STATE/COUNTY-  NM/HIDALGO
 CY1016  USGS QUAD   -  LISBON (1980)
 CY1016
 CY1016                         *CURRENT SURVEY CONTROL
 CY1016  ___________________________________________________________________
 CY1016* NAD 83(1992)-  32 18 43.18103(N)    108 36 26.03505(W)     ADJUSTED  
 CY1016* NAVD 88     -      1290.9    (meters)    4235.     (feet)  VERTCON   
 CY1016  ___________________________________________________________________
 CY1016  LAPLACE CORR-           2.87  (seconds)                    DEFLEC99
 CY1016  GEOID HEIGHT-         -25.36  (meters)                     GEOID03
 CY1016
 CY1016  HORZ ORDER  -  SECOND
 CY1016
 CY1016.The horizontal coordinates were established by classical geodetic methods
 CY1016.and adjusted by the National Geodetic Survey in December 1993..
 CY1016
 CY1016.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY1016.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY1016
 CY1016.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY1016
 CY1016.The geoid height was determined by GEOID03.
 CY1016
 CY1016;                    North         East     Units Scale Factor Converg.
 CY1016;SPC NM W     -   145,726.025   757,125.715   MT  0.99998213   -0 24 49.3
 CY1016;SPC NM W     -   478,102.80  2,484,003.28   sFT  0.99998213   -0 24 49.3
 CY1016;UTM  12      - 3,577,534.030   725,269.341   MT  1.00022583   +1 16 46.4
 CY1016
 CY1016!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY1016!SPC NM W     -   0.99980133  x   0.99998213  =   0.99978346
 CY1016!UTM  12      -   0.99980133  x   1.00022583  =   1.00002711
 CY1016
 CY1016:                Primary Azimuth Mark                     Grid Az
 CY1016:SPC NM W     -  3210835022                               125 06 43.1
 CY1016:UTM  12      -  3210835022                               123 25 07.4
 CY1016
 CY1016|---------------------------------------------------------------------|
 CY1016| PID    Reference Object                     Distance      Geod. Az  |
 CY1016|                                                           dddmmss.s |
 CY1016| CY1015 3210835022                          APPROX. 2.1 KM 1244153.8 |
 CY1016|---------------------------------------------------------------------|
 CY1016
 CY1016                          SUPERSEDED SURVEY CONTROL
 CY1016
 CY1016  NAD 83(1992)-  32 18 43.18003(N)    108 36 26.03437(W) AD(       ) 2
 CY1016  NAD 83(1986)-  32 18 43.17591(N)    108 36 26.03001(W) AD(       ) 2
 CY1016  NAD 27      -  32 18 42.87472(N)    108 36 23.84361(W) AD(       ) 2
 CY1016  NGVD 29 (07/19/86) 1290.2    (m)         4233.     (f) VERT ANG       
 CY1016
 CY1016.Superseded values are not recommended for survey control.
 CY1016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1016.See file dsdata.txt to determine how the superseded data were derived.
 CY1016
 CY1016_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYA2526977534(NAD 83)
 CY1016_MARKER: DD = SURVEY DISK
 CY1016_SETTING: 0 = UNSPECIFIED SETTING
 CY1016_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CY1016
 CY1016  HISTORY     - Date     Condition        Report By
 CY1016  HISTORY     - 1976     MONUMENTED       NMHD
 CY1016
 CY1016                          STATION DESCRIPTION
 CY1016
 CY1016'DESCRIBED BY NM HIGHWAY DEPT 1976 (CWW)
 CY1016'STATION IS LOCATED ALONG INTERSTATE 10, 26.40 AIRMILES ENE OF
 CY1016'THE ARIZONA-NEW MEXICO STATE LINE, AND 6.70 AIRMILES ESE OF
 CY1016'LORDSBURG AT HIGHWAY MILEPOST 29.30.
 CY1016'
 CY1016'TO REACH FROM THE INTERSECTION OF I-10 AND MAIN STREET IN
 CY1016'LORDSBURG, GO EAST ON I-10 6.6 MILES TO THE STATION ON THE
 CY1016'LEFT.  THE STATION IS 22 FEET SOUTH OF THE CENTERLINE OF THE WEST
 CY1016'BOUND LANE OF I-10, AND IN SOUTHWEST CORNER OF WEST BOUND BRIDGE
 CY1016'IN MEDIAN.
 CY1016'
 CY1016'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 CY1016'DISC SET IN A CONCRETE POST PROJECTING ABOUT SIX INCHES ABOVE THE
 CY1016'GROUND AND STAMPED 3210835021, 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY1015 ***********************************************************************
 CY1015  DESIGNATION -  3210835022
 CY1015  PID         -  CY1015
 CY1015  STATE/COUNTY-  NM/HIDALGO
 CY1015  USGS QUAD   -  LISBON (1980)
 CY1015
 CY1015                         *CURRENT SURVEY CONTROL
 CY1015  ___________________________________________________________________
 CY1015* NAD 83(1992)-  32 18 04.88935(N)    108 35 20.92751(W)     ADJUSTED  
 CY1015* NAVD 88     -      1289.6    (meters)    4231.     (feet)  VERTCON   
 CY1015  ___________________________________________________________________
 CY1015  LAPLACE CORR-           3.09  (seconds)                    DEFLEC99
 CY1015  GEOID HEIGHT-         -25.34  (meters)                     GEOID03
 CY1015
 CY1015  HORZ ORDER  -  SECOND
 CY1015
 CY1015.The horizontal coordinates were established by classical geodetic methods
 CY1015.and adjusted by the National Geodetic Survey in December 1993..
 CY1015
 CY1015.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY1015.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY1015
 CY1015.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY1015
 CY1015.The geoid height was determined by GEOID03.
 CY1015
 CY1015;                    North         East     Units Scale Factor Converg.
 CY1015;SPC NM W     -   144,534.412   758,820.459   MT  0.99997912   -0 24 14.0
 CY1015;SPC NM W     -   474,193.32  2,489,563.46   sFT  0.99997912   -0 24 14.0
 CY1015;UTM  12      - 3,576,392.722   726,998.983   MT  1.00023548   +1 17 19.8
 CY1015
 CY1015!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY1015!SPC NM W     -   0.99980153  x   0.99997912  =   0.99978065
 CY1015!UTM  12      -   0.99980153  x   1.00023548  =   1.00003696
 CY1015
 CY1015:                Primary Azimuth Mark                     Grid Az
 CY1015:SPC NM W     -  3210835023                               124 55 04.2
 CY1015:UTM  12      -  3210835023                               123 13 30.4
 CY1015
 CY1015|---------------------------------------------------------------------|
 CY1015| PID    Reference Object                     Distance      Geod. Az  |
 CY1015|                                                           dddmmss.s |
 CY1015| CY1014 3210835023                          APPROX. 2.2 KM 1243050.2 |
 CY1015|---------------------------------------------------------------------|
 CY1015
 CY1015                          SUPERSEDED SURVEY CONTROL
 CY1015
 CY1015  NAD 83(1992)-  32 18 04.88820(N)    108 35 20.92671(W) AD(       ) 2
 CY1015  NAD 83(1986)-  32 18 04.88440(N)    108 35 20.92275(W) AD(       ) 2
 CY1015  NAD 27      -  32 18 04.58379(N)    108 35 18.73672(W) AD(       ) 2
 CY1015  NGVD 29 (07/19/86) 1288.9    (m)         4229.     (f) VERT ANG       
 CY1015
 CY1015.Superseded values are not recommended for survey control.
 CY1015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1015.See file dsdata.txt to determine how the superseded data were derived.
 CY1015
 CY1015_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYA2699976393(NAD 83)
 CY1015_MARKER: DD = SURVEY DISK
 CY1015_SETTING: 0 = UNSPECIFIED SETTING
 CY1015_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CY1015
 CY1015  HISTORY     - Date     Condition        Report By
 CY1015  HISTORY     - 1976     MONUMENTED       NMHD
 CY1015
 CY1015                          STATION DESCRIPTION
 CY1015
 CY1015'DESCRIBED BY NM HIGHWAY DEPT 1976 (CWW)
 CY1015'STATION IS LOCATED ALONG INTERSTATE 10, 27.30 AIRMILES EAST OF THE
 CY1015'ARIZONA-NEW MEXICO STATE LINE, AND 7.90 AIRMILES ESE OF LORDSBURG
 CY1015'AT HIGHWAY MILEPOST 30.55.
 CY1015'
 CY1015'TO REACH FROM THE INTERSECTION OF I-10 AND MAIN STREET IN
 CY1015'LORDSBURG, GO EAST ON I-10 7.9 MILES TO THE STATION ON THE
 CY1015'RIGHT.  THE STATION IS 115 FEET SOUTH OF THE CENTERLINE OF THE
 CY1015'EAST BOUND LANE OF I-10, AND IS 7 FEET NORTH OF THE RIGHT OF WAY
 CY1015'FENCE LINE.
 CY1015'
 CY1015'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 CY1015'DISC SET IN A CONCRETE POST PROJECTING ABOUT SIX INCHES ABOVE THE
 CY1015'GROUND AND STAMPED 3210835022, 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY1014 ***********************************************************************
 CY1014  DESIGNATION -  3210835023
 CY1014  PID         -  CY1014
 CY1014  STATE/COUNTY-  NM/HIDALGO
 CY1014  USGS QUAD   -  LISBON (1980)
 CY1014
 CY1014                         *CURRENT SURVEY CONTROL
 CY1014  ___________________________________________________________________
 CY1014* NAD 83(1992)-  32 17 24.19688(N)    108 34 11.26944(W)     ADJUSTED  
 CY1014* NAVD 88     -      1295.1    (meters)    4249.     (feet)  VERTCON   
 CY1014  ___________________________________________________________________
 CY1014  LAPLACE CORR-           3.36  (seconds)                    DEFLEC99
 CY1014  GEOID HEIGHT-         -25.31  (meters)                     GEOID03
 CY1014
 CY1014  HORZ ORDER  -  SECOND
 CY1014
 CY1014.The horizontal coordinates were established by classical geodetic methods
 CY1014.and adjusted by the National Geodetic Survey in December 1993..
 CY1014
 CY1014.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY1014.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY1014
 CY1014.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY1014
 CY1014.The geoid height was determined by GEOID03.
 CY1014
 CY1014;                    North         East     Units Scale Factor Converg.
 CY1014;SPC NM W     -   143,268.326   760,634.152   MT  0.99997598   -0 23 36.4
 CY1014;SPC NM W     -   470,039.50  2,495,513.88   sFT  0.99997598   -0 23 36.4
 CY1014;UTM  12      - 3,575,180.438   728,849.765   MT  1.00024589   +1 17 55.7
 CY1014
 CY1014!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY1014!SPC NM W     -   0.99980066  x   0.99997598  =   0.99977665
 CY1014!UTM  12      -   0.99980066  x   1.00024589  =   1.00004650
 CY1014
 CY1014:                Primary Azimuth Mark                     Grid Az
 CY1014:SPC NM W     -  3210835024                               125 45 53.4
 CY1014:UTM  12      -  3210835024                               124 04 21.3
 CY1014
 CY1014|---------------------------------------------------------------------|
 CY1014| PID    Reference Object                     Distance      Geod. Az  |
 CY1014|                                                           dddmmss.s |
 CY1014| CY1013 3210835024                          APPROX. 1.6 KM 1252217.0 |
 CY1014|---------------------------------------------------------------------|
 CY1014
 CY1014                          SUPERSEDED SURVEY CONTROL
 CY1014
 CY1014  NAD 83(1992)-  32 17 24.19558(N)    108 34 11.26851(W) AD(       ) 2
 CY1014  NAD 83(1986)-  32 17 24.19208(N)    108 34 11.26501(W) AD(       ) 2
 CY1014  NAD 27      -  32 17 23.89215(N)    108 34 09.07936(W) AD(       ) 2
 CY1014  NGVD 29 (07/19/86) 1294.4    (m)         4247.     (f) VERT ANG       
 CY1014
 CY1014.Superseded values are not recommended for survey control.
 CY1014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1014.See file dsdata.txt to determine how the superseded data were derived.
 CY1014
 CY1014_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYA2885075180(NAD 83)
 CY1014_MARKER: DD = SURVEY DISK
 CY1014_SETTING: 0 = UNSPECIFIED SETTING
 CY1014_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CY1014
 CY1014  HISTORY     - Date     Condition        Report By
 CY1014  HISTORY     - 1976     MONUMENTED       NMHD
 CY1014
 CY1014                          STATION DESCRIPTION
 CY1014
 CY1014'DESCRIBED BY NM HIGHWAY DEPT 1976 (CWW)
 CY1014'STATION IS LOCATED ALONG INTERSTATE 10, 28.30 AIRMILES EAST
 CY1014'OF THE ARIZONA-NEW MEXICO STATE LINE, AND 9.30 AIRMILES ESE OF
 CY1014'LORDSBURG AT HIGHWAY MILEPOST 32.00.
 CY1014'
 CY1014'TO REACH FROM THE INTERSECTION OF I-10 AND MAIN STREET IN
 CY1014'LORDSBURG, GO EAST ON I-10 9.3 MILES TO THE STATION ON THE
 CY1014'RIGHT.  THE STATION IS 32 FEET SOUTH OF THE CENTERLINE OF THE EAST
 CY1014'BOUND LANE OF I-10, AND 5 FEET SOUTH OF THE GUARDRAIL.
 CY1014'
 CY1014'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 CY1014'DISC SET IN A CONCRETE POST PROJECTING ABOUT SIX INCHES ABOVE THE
 CY1014'GROUND AND STAMPED 3210835023, 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY1013 ***********************************************************************
 CY1013  DESIGNATION -  3210835024
 CY1013  PID         -  CY1013
 CY1013  STATE/COUNTY-  NM/HIDALGO
 CY1013  USGS QUAD   -  LISBON (1980)
 CY1013
 CY1013                         *CURRENT SURVEY CONTROL
 CY1013  ___________________________________________________________________
 CY1013* NAD 83(1992)-  32 16 53.74018(N)    108 33 20.77167(W)     ADJUSTED  
 CY1013* NAVD 88     -      1300.3    (meters)    4266.     (feet)  VERTCON   
 CY1013  ___________________________________________________________________
 CY1013  LAPLACE CORR-           3.52  (seconds)                    DEFLEC99
 CY1013  GEOID HEIGHT-         -25.29  (meters)                     GEOID03
 CY1013
 CY1013  HORZ ORDER  -  SECOND
 CY1013
 CY1013.The horizontal coordinates were established by classical geodetic methods
 CY1013.and adjusted by the National Geodetic Survey in December 1993..
 CY1013
 CY1013.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY1013.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY1013
 CY1013.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY1013
 CY1013.The geoid height was determined by GEOID03.
 CY1013
 CY1013;                    North         East     Units Scale Factor Converg.
 CY1013;SPC NM W     -   142,321.220   761,949.050   MT  0.99997376   -0 23 09.1
 CY1013;SPC NM W     -   466,932.20  2,499,827.84   sFT  0.99997376   -0 23 09.1
 CY1013;UTM  12      - 3,574,272.320   730,192.425   MT  1.00025349   +1 18 21.6
 CY1013
 CY1013!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY1013!SPC NM W     -   0.99979984  x   0.99997376  =   0.99977361
 CY1013!UTM  12      -   0.99979984  x   1.00025349  =   1.00005328
 CY1013
 CY1013:                Primary Azimuth Mark                     Grid Az
 CY1013:SPC NM W     -  3210835025                               126 17 24.8
 CY1013:UTM  12      -  3210835025                               124 35 54.1
 CY1013
 CY1013|---------------------------------------------------------------------|
 CY1013| PID    Reference Object                     Distance      Geod. Az  |
 CY1013|                                                           dddmmss.s |
 CY1013| CY1012 3210835025                          APPROX. 2.3 KM 1255415.7 |
 CY1013|---------------------------------------------------------------------|
 CY1013
 CY1013                          SUPERSEDED SURVEY CONTROL
 CY1013
 CY1013  NAD 83(1992)-  32 16 53.73879(N)    108 33 20.77066(W) AD(       ) 2
 CY1013  NAD 83(1986)-  32 16 53.73546(N)    108 33 20.76744(W) AD(       ) 2
 CY1013  NAD 27      -  32 16 53.43580(N)    108 33 18.58217(W) AD(       ) 2
 CY1013  NGVD 29 (07/19/86) 1299.6    (m)         4264.     (f) VERT ANG       
 CY1013
 CY1013.Superseded values are not recommended for survey control.
 CY1013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1013.See file dsdata.txt to determine how the superseded data were derived.
 CY1013
 CY1013_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYA3019274272(NAD 83)
 CY1013_MARKER: DD = SURVEY DISK
 CY1013_SETTING: 0 = UNSPECIFIED SETTING
 CY1013_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CY1013
 CY1013  HISTORY     - Date     Condition        Report By
 CY1013  HISTORY     - 1976     MONUMENTED       NMHD
 CY1013
 CY1013                          STATION DESCRIPTION
 CY1013
 CY1013'DESCRIBED BY NM HIGHWAY DEPT 1976 (CWW)
 CY1013'STATION IS LOCATED ALONG INTERSTATE 10, 29.10 AIRMILES ESE OF THE
 CY1013'ARIZONA-NEW MEXICO STATE LINE, AND 10.30 AIRMILES EAST OF
 CY1013'LORDSBURG AT HIGHWAY MILEPOST 32.95.
 CY1013'
 CY1013'TO REACH FROM THE INTERSECTION OF I-10 AND MAIN STREET IN
 CY1013'LORDSBURG, GO EAST ON I-10 10.3 MILES TO THE STATION ON THE
 CY1013'RIGHT.  THE STATION IS 47 FEET SOUTH OF THE CENTERLINE OF THE
 CY1013'EAST BOUND LANE OF I-10, AND 50 FEET NORTH OF THE RIGHT OF WAY
 CY1013'FENCE LINE.  UNDER MUIR EXIT SIGN.
 CY1013'
 CY1013'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 CY1013'DISC SET IN A CONCRETE POST PROJECTING ABOUT SIX INCHES ABOVE THE
 CY1013'GROUND AND STAMPED 3210835024, 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY1012 ***********************************************************************
 CY1012  DESIGNATION -  3210835025
 CY1012  PID         -  CY1012
 CY1012  STATE/COUNTY-  NM/GRANT
 CY1012  USGS QUAD   -  LISBON (1980)
 CY1012
 CY1012                         *CURRENT SURVEY CONTROL
 CY1012  ___________________________________________________________________
 CY1012* NAD 83(1992)-  32 16 10.53764(N)    108 32 10.54616(W)     ADJUSTED  
 CY1012* NAVD 88     -      1319.24   (+/-2cm)    4328.2    (feet)  VERTCON   
 CY1012  ___________________________________________________________________
 CY1012  LAPLACE CORR-           3.68  (seconds)                    DEFLEC99
 CY1012  GEOID HEIGHT-         -25.25  (meters)                     GEOID03
 CY1012
 CY1012  HORZ ORDER  -  SECOND
 CY1012  VERT ORDER  -  THIRD ? (See Below)
 CY1012
 CY1012.The horizontal coordinates were established by classical geodetic methods
 CY1012.and adjusted by the National Geodetic Survey in December 1993..
 CY1012
 CY1012.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY1012.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY1012.The vertical order pertains to the NGVD 29 superseded value.
 CY1012
 CY1012.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY1012
 CY1012.The geoid height was determined by GEOID03.
 CY1012
 CY1012;                    North         East     Units Scale Factor Converg.
 CY1012;SPC NM W     -   140,978.301   763,777.870   MT  0.99997073   -0 22 31.1
 CY1012;SPC NM W     -   462,526.31  2,505,827.90   sFT  0.99997073   -0 22 31.1
 CY1012;UTM  12      - 3,572,983.603   732,060.625   MT  1.00026415   +1 18 57.6
 CY1012
 CY1012!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY1012!SPC NM W     -   0.99979687  x   0.99997073  =   0.99976760
 CY1012!UTM  12      -   0.99979687  x   1.00026415  =   1.00006096
 CY1012
 CY1012:                Primary Azimuth Mark                     Grid Az
 CY1012:SPC NM W     -  3210835026                               125 32 56.6
 CY1012:UTM  12      -  3210835026                               123 51 27.9
 CY1012
 CY1012|---------------------------------------------------------------------|
 CY1012| PID    Reference Object                     Distance      Geod. Az  |
 CY1012|                                                           dddmmss.s |
 CY1012| CY1011 3210835026                          APPROX. 2.2 KM 1251025.5 |
 CY1012|---------------------------------------------------------------------|
 CY1012
 CY1012                          SUPERSEDED SURVEY CONTROL
 CY1012
 CY1012  NAD 83(1992)-  32 16 10.53611(N)    108 32 10.54499(W) AD(       ) 2
 CY1012  NAD 83(1986)-  32 16 10.53304(N)    108 32 10.54232(W) AD(       ) 2
 CY1012  NAD 27      -  32 16 10.23329(N)    108 32 08.35799(W) AD(       ) 2
 CY1012  NGVD 29 (07/19/86) 1318.49   (m)         4325.7    (f) LEVELING    3  
 CY1012
 CY1012.Superseded values are not recommended for survey control.
 CY1012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1012.See file dsdata.txt to determine how the superseded data were derived.
 CY1012
 CY1012_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYA3206172984(NAD 83)
 CY1012_MARKER: DD = SURVEY DISK
 CY1012_SETTING: 0 = UNSPECIFIED SETTING
 CY1012_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CY1012
 CY1012  HISTORY     - Date     Condition        Report By
 CY1012  HISTORY     - 1976     MONUMENTED       NMHD
 CY1012
 CY1012                          STATION DESCRIPTION
 CY1012
 CY1012'DESCRIBED BY NM HIGHWAY DEPT 1976 (CWW)
 CY1012'STATION IS LOCATED ALONG INTERSTATE 10, 30.10 AIRMILES EAST OF THE
 CY1012'ARIZONA-NEW MEXICO STATE LINE, AND 11.70 AIRMILES ESE OF
 CY1012'LORDSBURG AT HIGHWAY MILEPOST 34.35.
 CY1012'
 CY1012'TO REACH FROM THE INTERSECTION OF I-10 AND MAIN STREET IN
 CY1012'LORDSBURG, GO EAST ON I-10 11.8 MILES TO THE STATION ON THE
 CY1012'RIGHT.  THE STATION IS 137 FEET SOUTH OF THE CENTERLINE OF THE EAST
 CY1012'BOUND LANE OF I-10, AND 24 FEET EAST OF OVERPASS ROAD AT CORNER
 CY1012'OF GUARDRAIL.
 CY1012'
 CY1012'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 CY1012'DISC SET IN A CONCRETE POST PROJECTING ABOUT SIX INCHES ABOVE THE
 CY1012'GROUND AND STAMPED 3210835025, 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY1011 ***********************************************************************
 CY1011  DESIGNATION -  3210835026
 CY1011  PID         -  CY1011
 CY1011  STATE/COUNTY-  NM/GRANT
 CY1011  USGS QUAD   -  LISBON (1980)
 CY1011
 CY1011                         *CURRENT SURVEY CONTROL
 CY1011  ___________________________________________________________________
 CY1011* NAD 83(1992)-  32 15 29.22680(N)    108 31 01.56938(W)     ADJUSTED  
 CY1011* NAVD 88     -      1327.3    (meters)    4355.     (feet)  VERTCON   
 CY1011  ___________________________________________________________________
 CY1011  LAPLACE CORR-           3.69  (seconds)                    DEFLEC99
 CY1011  GEOID HEIGHT-         -25.22  (meters)                     GEOID03
 CY1011
 CY1011  HORZ ORDER  -  SECOND
 CY1011
 CY1011.The horizontal coordinates were established by classical geodetic methods
 CY1011.and adjusted by the National Geodetic Survey in December 1993..
 CY1011
 CY1011.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY1011.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY1011
 CY1011.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY1011
 CY1011.The geoid height was determined by GEOID03.
 CY1011
 CY1011;                    North         East     Units Scale Factor Converg.
 CY1011;SPC NM W     -   139,694.200   765,574.862   MT  0.99996783   -0 21 53.9
 CY1011;SPC NM W     -   458,313.39  2,511,723.53   sFT  0.99996783   -0 21 53.9
 CY1011;UTM  12      - 3,571,752.720   733,895.278   MT  1.00027469   +1 19 32.9
 CY1011
 CY1011!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY1011!SPC NM W     -   0.99979560  x   0.99996783  =   0.99976344
 CY1011!UTM  12      -   0.99979560  x   1.00027469  =   1.00007024
 CY1011
 CY1011:                Primary Azimuth Mark                     Grid Az
 CY1011:SPC NM W     -  3210825001                               125 35 22.9
 CY1011:UTM  12      -  3210825001                               123 53 56.1
 CY1011
 CY1011|---------------------------------------------------------------------|
 CY1011| PID    Reference Object                     Distance      Geod. Az  |
 CY1011|                                                           dddmmss.s |
 CY1011| CY1028 3210825001                          APPROX. 1.7 KM 1251329.0 |
 CY1011|---------------------------------------------------------------------|
 CY1011
 CY1011                          SUPERSEDED SURVEY CONTROL
 CY1011
 CY1011  NAD 83(1992)-  32 15 29.22515(N)    108 31 01.56804(W) AD(       ) 2
 CY1011  NAD 83(1986)-  32 15 29.22229(N)    108 31 01.56591(W) AD(       ) 2
 CY1011  NAD 27      -  32 15 28.92172(N)    108 30 59.38314(W) AD(       ) 2
 CY1011  NGVD 29 (07/19/86) 1326.5    (m)         4352.     (f) VERT ANG       
 CY1011
 CY1011.Superseded values are not recommended for survey control.
 CY1011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1011.See file dsdata.txt to determine how the superseded data were derived.
 CY1011
 CY1011_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYA3389571753(NAD 83)
 CY1011_MARKER: DD = SURVEY DISK
 CY1011_SETTING: 0 = UNSPECIFIED SETTING
 CY1011_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CY1011
 CY1011  HISTORY     - Date     Condition        Report By
 CY1011  HISTORY     - 1976     MONUMENTED       NMHD
 CY1011
 CY1011                          STATION DESCRIPTION
 CY1011
 CY1011'DESCRIBED BY NM HIGHWAY DEPT 1976 (CWW)
 CY1011'STATION IS LOCATED ALONG INTERSTATE 10, 31.20 AIRMILES EAST OF
 CY1011'THE ARIZONA-NEW MEXICO STATE LINE, AND 13.10 AIRMILES ESE OF
 CY1011'LORDSBURG AT HIGHWAY MILEPOST 35.70.
 CY1011'
 CY1011'TO REACH FROM THE INTERSECTION OF I-10 AND MAIN STREET IN
 CY1011'LORDSBURG, GO EAST ON I-10 13.2 MILES TO THE STATION ON THE
 CY1011'RIGHT.  THE STATION IS 130 FEET SOUTH OF THE CENTERLINE OF THE EAST
 CY1011'BOUND LANE OF I-10, AND IS 6 FEET NORTH OF THE RIGHT OF WAY FENCE
 CY1011'LINE.
 CY1011'
 CY1011'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 CY1011'DISC SET IN A CONCRETE POST PROJECTING ABOUT SIX INCHES ABOVE THE
 CY1011'GROUND AND STAMPED 3210835026, 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY1138 ***********************************************************************
 CY1138  DESIGNATION -  3210925001
 CY1138  PID         -  CY1138
 CY1138  STATE/COUNTY-  NM/HIDALGO
 CY1138  USGS QUAD   -  VANAR (1987)
 CY1138
 CY1138                         *CURRENT SURVEY CONTROL
 CY1138  ___________________________________________________________________
 CY1138* NAD 83(1992)-  32 13 19.67091(N)    109 01 37.96724(W)     ADJUSTED  
 CY1138* NAVD 88     -      1276.7    (meters)    4189.     (feet)  VERTCON   
 CY1138  ___________________________________________________________________
 CY1138  LAPLACE CORR-           3.86  (seconds)                    DEFLEC99
 CY1138  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 CY1138
 CY1138  HORZ ORDER  -  SECOND
 CY1138
 CY1138.The horizontal coordinates were established by classical geodetic methods
 CY1138.and adjusted by the National Geodetic Survey in December 1993..
 CY1138
 CY1138.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY1138.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY1138
 CY1138.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY1138
 CY1138.The geoid height was determined by GEOID03.
 CY1138
 CY1138;                    North         East     Units Scale Factor Converg.
 CY1138;SPC NM W     -   136,123.837   717,465.213   MT  1.00007279   -0 38 11.9
 CY1138;SPC NM W     -   446,599.62  2,353,883.79   sFT  1.00007279   -0 38 11.9
 CY1138;UTM  12      - 3,566,764.588   685,905.589   MT  1.00002622   +1 03 07.9
 CY1138
 CY1138!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY1138!SPC NM W     -   0.99980370  x   1.00007279  =   0.99987648
 CY1138!UTM  12      -   0.99980370  x   1.00002622  =   0.99982992
 CY1138
 CY1138:                Primary Azimuth Mark                     Grid Az
 CY1138:SPC NM W     -  3210925002                               080 11 25.2
 CY1138:UTM  12      -  3210925002                               078 30 05.4
 CY1138
 CY1138|---------------------------------------------------------------------|
 CY1138| PID    Reference Object                     Distance      Geod. Az  |
 CY1138|                                                           dddmmss.s |
 CY1138| CY1137 3210925002                          APPROX. 1.7 KM 0793313.3 |
 CY1138|---------------------------------------------------------------------|
 CY1138
 CY1138                          SUPERSEDED SURVEY CONTROL
 CY1138
 CY1138  NAD 83(1992)-  32 13 19.67063(N)    109 01 37.96671(W) AD(       ) 2
 CY1138  NAD 83(1986)-  32 13 19.66661(N)    109 01 37.96538(W) AD(       ) 2
 CY1138  NAD 27      -  32 13 19.38488(N)    109 01 35.74123(W) AD(       ) 2
 CY1138  NGVD 29 (07/19/86) 1275.9    (m)         4186.     (f) VERT ANG       
 CY1138
 CY1138.Superseded values are not recommended for survey control.
 CY1138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1138.See file dsdata.txt to determine how the superseded data were derived.
 CY1138
 CY1138_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA8590666765(NAD 83)
 CY1138_MARKER: DD = SURVEY DISK
 CY1138_SETTING: 0 = UNSPECIFIED SETTING
 CY1138_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CY1138
 CY1138  HISTORY     - Date     Condition        Report By
 CY1138  HISTORY     - 1976     MONUMENTED       NMHD
 CY1138
 CY1138                          STATION DESCRIPTION
 CY1138
 CY1138'DESCRIBED BY NM HIGHWAY DEPT 1976 (CWW)
 CY1138'STATION IS LOCATED ALONG INTERSTATE 10, 1.30 AIRMILES ESE OF THE
 CY1138'ARIZONA-NEW MEXICO STATE LINE, AND 20.40 AIRMILES WSW OF
 CY1138'LORDSBURG AT HIGHWAY MILEPOST 0.95.
 CY1138'
 CY1138'TO REACH FROM THE INTERSECTION OF I-10 AND MAIN STREET IN
 CY1138'LORDSBURG, GO WEST ON I-10 21.8 MILES TO THE STATION ON THE
 CY1138'LEFT.  THE STATION IS 107 FEET SOUTH OF THE CENTERLINE OF THE EAST
 CY1138'BOUND LANE OF I-10, AND IS 5 FEET NORTH OF THE RIGHT OF WAY FENCE
 CY1138'LINE.
 CY1138'
 CY1138'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 CY1138'DISC SET IN A CONCRETE POST PROJECTING ABOUT SIX INCHES ABOVE THE
 CY1138'GROUND AND STAMPED 3210925001, 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY1137 ***********************************************************************
 CY1137  DESIGNATION -  3210925002
 CY1137  PID         -  CY1137
 CY1137  STATE/COUNTY-  NM/HIDALGO
 CY1137  USGS QUAD   -  VANAR (1987)
 CY1137
 CY1137                         *CURRENT SURVEY CONTROL
 CY1137  ___________________________________________________________________
 CY1137* NAD 83(1992)-  32 13 29.84053(N)    109 00 33.04812(W)     ADJUSTED  
 CY1137* NAVD 88     -      1307.7    (meters)    4290.     (feet)  VERTCON   
 CY1137  ___________________________________________________________________
 CY1137  LAPLACE CORR-           2.94  (seconds)                    DEFLEC99
 CY1137  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 CY1137
 CY1137  HORZ ORDER  -  SECOND
 CY1137
 CY1137.The horizontal coordinates were established by classical geodetic methods
 CY1137.and adjusted by the National Geodetic Survey in December 1993..
 CY1137
 CY1137.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY1137.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY1137
 CY1137.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY1137
 CY1137.The geoid height was determined by GEOID03.
 CY1137
 CY1137;                    North         East     Units Scale Factor Converg.
 CY1137;SPC NM W     -   136,418.348   719,168.540   MT  1.00006810   -0 37 37.5
 CY1137;SPC NM W     -   447,565.86  2,359,472.12   sFT  1.00006810   -0 37 37.5
 CY1137;UTM  12      - 3,567,109.159   687,599.428   MT  1.00003402   +1 03 42.9
 CY1137
 CY1137!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY1137!SPC NM W     -   0.99979883  x   1.00006810  =   0.99986691
 CY1137!UTM  12      -   0.99979883  x   1.00003402  =   0.99983284
 CY1137
 CY1137:                Primary Azimuth Mark                     Grid Az
 CY1137:SPC NM W     -  STEINS                                   085 18 08.9
 CY1137:UTM  12      -  STEINS                                   083 36 48.5
 CY1137
 CY1137|---------------------------------------------------------------------|
 CY1137| PID    Reference Object                     Distance      Geod. Az  |
 CY1137|                                                           dddmmss.s |
 CY1137| CY1048 STEINS                              APPROX. 1.5 KM 0844031.4 |
 CY1137|---------------------------------------------------------------------|
 CY1137
 CY1137                          SUPERSEDED SURVEY CONTROL
 CY1137
 CY1137  NAD 83(1992)-  32 13 29.84015(N)    109 00 33.04759(W) AD(       ) 2
 CY1137  NAD 83(1986)-  32 13 29.83616(N)    109 00 33.04626(W) AD(       ) 2
 CY1137  NAD 27      -  32 13 29.55530(N)    109 00 30.82403(W) AD(       ) 2
 CY1137  NGVD 29 (07/19/86) 1306.9    (m)         4288.     (f) VERT ANG       
 CY1137
 CY1137.Superseded values are not recommended for survey control.
 CY1137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1137.See file dsdata.txt to determine how the superseded data were derived.
 CY1137
 CY1137_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA8759967109(NAD 83)
 CY1137_MARKER: DD = SURVEY DISK
 CY1137_SETTING: 0 = UNSPECIFIED SETTING
 CY1137_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CY1137
 CY1137  HISTORY     - Date     Condition        Report By
 CY1137  HISTORY     - 1976     MONUMENTED       NMHD
 CY1137
 CY1137                          STATION DESCRIPTION
 CY1137
 CY1137'DESCRIBED BY NM HIGHWAY DEPT 1976 (CWW)
 CY1137'STATION IS LOCATED ALONG INTERSTATE 10, 2.30 AIRMILES EAST
 CY1137'OF THE ARIZONA-NEW MEXICO STATE LINE, AND 19.40 AIRMILES
 CY1137'WSW OF LORDSBURG AT HIGHWAY MILEPOST 2.30.
 CY1137'
 CY1137'TO REACH FROM THE INTERSECTION OF I-10 AND MAIN STREET IN
 CY1137'LORDSBURG, GO WEST ON I-10 20.7 MILES TO THE STATION ON THE
 CY1137'RIGHT.  THE STATION IS 146 FEET NORTH OF THE CENTERLINE OF THE
 CY1137'WEST BOUND LANE OF I-10, AND IS 20 FEET NORTH OF THE RIGHT OF WAY
 CY1137'FENCE LINE.
 CY1137'
 CY1137'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 CY1137'DISC SET IN A DRILL HOLE IN A ROCK FLUSH WITH THE SURFACE OF THE
 CY1137'GROUND AND STAMPED 3210925002, 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0496 ***********************************************************************
 CV0496  DESIGNATION -  328
 CV0496  PID         -  CV0496
 CV0496  STATE/COUNTY-  NM/EDDY
 CV0496  USGS QUAD   -  TOWER HILL SOUTH (1985)
 CV0496
 CV0496                         *CURRENT SURVEY CONTROL
 CV0496  ___________________________________________________________________
 CV0496* NAD 83(1986)-  32 24 14.     (N)    103 53 56.     (W)     SCALED    
 CV0496* NAVD 88     -       959.041  (meters)    3146.45   (feet)  ADJUSTED  
 CV0496  ___________________________________________________________________
 CV0496  GEOID HEIGHT-         -24.44  (meters)                     GEOID03
 CV0496  DYNAMIC HT  -         957.671 (meters)    3141.96  (feet)  COMP
 CV0496  MODELED GRAV-     979,178.0   (mgal)                       NAVD 88
 CV0496
 CV0496  VERT ORDER  -  FIRST     CLASS I
 CV0496
 CV0496.The horizontal coordinates were scaled from a topographic map and have
 CV0496.an estimated accuracy of +/- 6 seconds.
 CV0496
 CV0496.The orthometric height was determined by differential leveling
 CV0496.and adjusted by the National Geodetic Survey in June 1991..
 CV0496
 CV0496.The geoid height was determined by GEOID03.
 CV0496
 CV0496.The dynamic height is computed by dividing the NAVD 88
 CV0496.geopotential number by the normal gravity value computed on the
 CV0496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0496.degrees latitude (g = 980.6199 gals.).
 CV0496
 CV0496.The modeled gravity was interpolated from observed gravity values.
 CV0496
 CV0496;                    North         East    Units  Estimated Accuracy
 CV0496;SPC NM E     -   155,730.      205,870.      MT  (+/- 180 meters Scaled)
 CV0496
 CV0496                          SUPERSEDED SURVEY CONTROL
 CV0496
 CV0496  NGVD 29 (??/??/92)  958.555  (m)         3144.86   (f) ADJ UNCH    1 1
 CV0496
 CV0496.Superseded values are not recommended for survey control.
 CV0496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0496.See file dsdata.txt to determine how the superseded data were derived.
 CV0496
 CV0496_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFR035857(NAD 83)
 CV0496_MARKER: DB = BENCH MARK DISK
 CV0496_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CV0496_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CV0496_MARK LOGO: USGS  
 CV0496_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CV0496
 CV0496  HISTORY     - Date     Condition        Report By
 CV0496  HISTORY     - UNK      MONUMENTED       USGS
 CV0496  HISTORY     - 1977     GOOD             NGS
 CV0496  HISTORY     - 1981     GOOD             NGS
 CV0496
 CV0496                          STATION DESCRIPTION
 CV0496
 CV0496'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CV0496'28.35 MI EAST FROM CARLSBAD.
 CV0496'17.2 MILES NORTHEAST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE EAST END
 CV0496'OF THE BATAAN BRIDGE OVER THE PECOS RIVER, THENCE 7.8 MILES SOUTH
 CV0496'ALONG STATE HIGHWAY 31, THENCE 3.35 MILES EAST ALONG A DIRT ROAD, AT
 CV0496'THE JUNCTION OF A SHORT TRACK ROAD LEADING SOUTH, AT THE END OF THE
 CV0496'ROAD, 210.5 FT. SOUTH OF THE CENTER LINE OF THE ROAD, 25 FT. WEST OF
 CV0496'EXTENDED CENTER LINE OF THE SHORT ROAD, A DISK CEMENTED IN THE TOP OF
 CV0496'A 4-INCH IRON PIPE WHICH PROJECTS 3.6 FT. ABOVE THE GROUND.  THE DEPTH
 CV0496'OF THE PIPE IS UNKNOWN.  THE DISK IS STAMPED AS FOLLOWS--IMC 328
 CV0496'38001S 1340 W FROM THE N.E. CORNER SEC. 8 T22S R30E.
 CV0496
 CV0496                          STATION RECOVERY (1981)
 CV0496
 CV0496'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CV0496'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0677 ***********************************************************************
 FO0677  DESIGNATION -  33 USGS
 FO0677  PID         -  FO0677
 FO0677  STATE/COUNTY-  NM/SANDOVAL
 FO0677  USGS QUAD   -  SAN FELIPE MESA (1990)
 FO0677
 FO0677                         *CURRENT SURVEY CONTROL
 FO0677  ___________________________________________________________________
 FO0677* NAD 83(1986)-  35 19 45.     (N)    106 54 22.     (W)     SCALED    
 FO0677* NAVD 88     -      1839.05   (+/-2cm)    6033.6    (feet)  VERTCON   
 FO0677  ___________________________________________________________________
 FO0677  GEOID HEIGHT-         -20.81  (meters)                     GEOID03
 FO0677
 FO0677  VERT ORDER  -  ? (See Below)
 FO0677
 FO0677.The horizontal coordinates were scaled from a topographic map and have
 FO0677.an estimated accuracy of +/- 6 seconds.
 FO0677
 FO0677.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO0677.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO0677.The vertical order pertains to the NGVD 29 superseded value.
 FO0677
 FO0677.The geoid height was determined by GEOID03.
 FO0677
 FO0677;                    North         East    Units  Estimated Accuracy
 FO0677;SPC NM C     -   480,290.      440,350.      MT  (+/- 180 meters Scaled)
 FO0677
 FO0677                          SUPERSEDED SURVEY CONTROL
 FO0677
 FO0677  NGVD 29 (??/??/92) 1838.144  (m)         6030.64   (f) ADJ UNCH    ?  
 FO0677
 FO0677.Superseded values are not recommended for survey control.
 FO0677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0677.See file dsdata.txt to determine how the superseded data were derived.
 FO0677
 FO0677_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV267112(NAD 83)
 FO0677_MARKER: P = PIPE CAP
 FO0677_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FO0677_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FO0677_STAMPING: 33
 FO0677_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FO0677
 FO0677  HISTORY     - Date     Condition        Report By
 FO0677  HISTORY     - UNK      MONUMENTED       USGS
 FO0677  HISTORY     - 1905     GOOD             NGS
 FO0677
 FO0677                          STATION DESCRIPTION
 FO0677
 FO0677'DESCRIBED BY NATIONAL GEODETIC SURVEY 1905
 FO0677'0.4 MI NW FROM COTTONWOOD SPRINGS.
 FO0677'0.4 MILE NORTHWEST ALONG A DIRT ROAD FROM COTTONWOOD SPRINGS, SANDOVAL
 FO0677'COUNTY, ON THE TOP OF A RIDGE, AND 100 FEET NORTH OF THE CENTERLINE OF
 FO0677'THE ROAD.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 33
 FO0677'AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS1306 ***********************************************************************
 DS1306  DESIGNATION -  3310645001
 DS1306  PID         -  DS1306
 DS1306  STATE/COUNTY-  NM/SOCORRO
 DS1306  USGS QUAD   -  SAN ANTONIO (1981)
 DS1306
 DS1306                         *CURRENT SURVEY CONTROL
 DS1306  ___________________________________________________________________
 DS1306* NAD 83(1992)-  33 55 17.54869(N)    106 52 29.48744(W)     ADJUSTED  
 DS1306* NAVD 88     -      1420.5    (meters)    4660.     (feet)  VERTCON   
 DS1306  ___________________________________________________________________
 DS1306  LAPLACE CORR-          -0.80  (seconds)                    DEFLEC99
 DS1306  GEOID HEIGHT-         -22.44  (meters)                     GEOID03
 DS1306
 DS1306  HORZ ORDER  -  SECOND
 DS1306
 DS1306.The horizontal coordinates were established by classical geodetic methods
 DS1306.and adjusted by the National Geodetic Survey in December 1993..
 DS1306
 DS1306.The NAVD 88 height was computed by applying the VERTCON shift value to
 DS1306.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DS1306
 DS1306.The Laplace correction was computed from DEFLEC99 derived deflections.
 DS1306
 DS1306.The geoid height was determined by GEOID03.
 DS1306
 DS1306;                    North         East     Units Scale Factor Converg.
 DS1306;SPC NM C     -   324,127.766   442,224.985   MT  0.99994114   -0 20 55.4
 DS1306;SPC NM C     - 1,063,409.18  1,450,866.47   sFT  0.99994114   -0 20 55.4
 DS1306;UTM  13      - 3,755,039.432   326,690.183   MT  0.99997028   -1 02 47.5
 DS1306
 DS1306!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS1306!SPC NM C     -   0.99978057  x   0.99994114  =   0.99972172
 DS1306!UTM  13      -   0.99978057  x   0.99997028  =   0.99975086
 DS1306
 DS1306:                Primary Azimuth Mark                     Grid Az
 DS1306:SPC NM C     -  TONY                                     069 39 49.2
 DS1306:UTM  13      -  TONY                                     070 21 41.3
 DS1306
 DS1306|---------------------------------------------------------------------|
 DS1306| PID    Reference Object                     Distance      Geod. Az  |
 DS1306|                                                           dddmmss.s |
 DS1306| DS1303 TONY                                APPROX. 0.5 KM 0691853.8 |
 DS1306| DS1322 3310645002                          APPROX. 0.8 KM 2180945.9 |
 DS1306|---------------------------------------------------------------------|
 DS1306
 DS1306                          SUPERSEDED SURVEY CONTROL
 DS1306
 DS1306  NAD 83(1986)-  33 55 17.55577(N)    106 52 29.48951(W) AD(       ) 2
 DS1306  NAD 27      -  33 55 17.31801(N)    106 52 27.39011(W) AD(       ) 2
 DS1306  NGVD 29 (07/19/86) 1419.8    (m)         4658.     (f) VERT ANG       
 DS1306
 DS1306.Superseded values are not recommended for survey control.
 DS1306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS1306.See file dsdata.txt to determine how the superseded data were derived.
 DS1306
 DS1306_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT2669055039(NAD 83)
 DS1306_MARKER: DD = SURVEY DISK
 DS1306_SETTING: 0 = UNSPECIFIED SETTING
 DS1306_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DS1306
 DS1306  HISTORY     - Date     Condition        Report By
 DS1306  HISTORY     - 1973     MONUMENTED       NMHD
 DS1306
 DS1306                          STATION DESCRIPTION
 DS1306
 DS1306'DESCRIBED BY NM HIGHWAY DEPT 1973 (CWW)
 DS1306'STATION IS LOCATED IN SOCORRO COUNTY, NEW MEXICO, ALONG INTERSTATE
 DS1306'25 AND IS ABOUT 10.0 MILES SOUTH OF SOCORRO, NEW MEXICO.
 DS1306'
 DS1306'TO REACH THE STATION FROM THE JUNCTION OF U.S. 380 AND S.R. 1, IN
 DS1306'SAN ANTONIO, NEW MEXICO, GO NORTH ON S.R. 1, 0.3 MILES TO AN ARROYO
 DS1306'ON THE LEFT.  TURN LEFT, WEST, AND GO UP ARROYO 0.3 MILES TO THE
 DS1306'STATION ON THE RIGHT.  STATION IS LOCATED ABOUT 100 FEET NORTH OF
 DS1306'THE SOUTH EDGE OF A SMALL HILL.
 DS1306'
 DS1306'STATION IS A STANDARD NMSHC BRASS DISK SET IN A CONCRETE MONUMENT
 DS1306'AND IS STAMPED 3310645001, 1973.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS1322 ***********************************************************************
 DS1322  DESIGNATION -  3310645002
 DS1322  PID         -  DS1322
 DS1322  STATE/COUNTY-  NM/SOCORRO
 DS1322  USGS QUAD   -  LUIS LOPEZ (1982)
 DS1322
 DS1322                         *CURRENT SURVEY CONTROL
 DS1322  ___________________________________________________________________
 DS1322* NAD 83(1992)-  33 54 56.84979(N)    106 52 48.99821(W)     ADJUSTED  
 DS1322* NAVD 88     -      1423.8    (meters)    4671.     (feet)  VERTCON   
 DS1322  ___________________________________________________________________
 DS1322  LAPLACE CORR-          -1.22  (seconds)                    DEFLEC99
 DS1322  GEOID HEIGHT-         -22.45  (meters)                     GEOID03
 DS1322
 DS1322  HORZ ORDER  -  SECOND
 DS1322
 DS1322.The horizontal coordinates were established by classical geodetic methods
 DS1322.and adjusted by the National Geodetic Survey in December 1993..
 DS1322
 DS1322.The NAVD 88 height was computed by applying the VERTCON shift value to
 DS1322.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DS1322
 DS1322.The Laplace correction was computed from DEFLEC99 derived deflections.
 DS1322
 DS1322.The geoid height was determined by GEOID03.
 DS1322
 DS1322;                    North         East     Units Scale Factor Converg.
 DS1322;SPC NM C     -   323,493.116   441,719.955   MT  0.99994186   -0 21 06.1
 DS1322;SPC NM C     - 1,061,327.00  1,449,209.55   sFT  0.99994186   -0 21 06.1
 DS1322;UTM  13      - 3,754,410.961   326,177.447   MT  0.99997248   -1 02 57.9
 DS1322
 DS1322!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS1322!SPC NM C     -   0.99978005  x   0.99994186  =   0.99972193
 DS1322!UTM  13      -   0.99978005  x   0.99997248  =   0.99975254
 DS1322
 DS1322:                Primary Azimuth Mark                     Grid Az
 DS1322:SPC NM C     -  3310645003                               003 34 04.7
 DS1322:UTM  13      -  3310645003                               004 15 56.5
 DS1322
 DS1322|---------------------------------------------------------------------|
 DS1322| PID    Reference Object                     Distance      Geod. Az  |
 DS1322|                                                           dddmmss.s |
 DS1322| DS1321 3310645003                          APPROX. 1.4 KM 0031258.6 |
 DS1322|---------------------------------------------------------------------|
 DS1322
 DS1322                          SUPERSEDED SURVEY CONTROL
 DS1322
 DS1322  NAD 83(1986)-  33 54 56.85685(N)    106 52 49.00027(W) AD(       ) 2
 DS1322  NAD 27      -  33 54 56.61817(N)    106 52 46.90072(W) AD(       ) 2
 DS1322  NGVD 29 (07/19/86) 1423.1    (m)         4669.     (f) VERT ANG       
 DS1322
 DS1322.Superseded values are not recommended for survey control.
 DS1322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS1322.See file dsdata.txt to determine how the superseded data were derived.
 DS1322
 DS1322_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT2617754411(NAD 83)
 DS1322_MARKER: DD = SURVEY DISK
 DS1322_SETTING: 0 = UNSPECIFIED SETTING
 DS1322_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DS1322
 DS1322  HISTORY     - Date     Condition        Report By
 DS1322  HISTORY     - 1973     MONUMENTED       NMHD
 DS1322
 DS1322                          STATION DESCRIPTION
 DS1322
 DS1322'DESCRIBED BY NM HIGHWAY DEPT 1973 (CWW)
 DS1322'STATION IS LOCATED IN SOCORRO COUNTY, NEW MEXICO, ALONG INTERSTATE
 DS1322'25 AND IS ABOUT 10.0 MILES AIR LINE SOUTH OF SOCORRO, NEW MEXICO.
 DS1322'
 DS1322'TO REACH FROM THE JUNCTION OF CALIFORNIA AND MANZANARES STREETS
 DS1322'IN SOCORRO, GO SOUTH ON CALIFORNIA, 0.9 MILES TO AN INTERCHANGE
 DS1322'ON-RAMP.  GO SOUTH ON INTERSTATE 25, 9.1 MILES TO THE STATION ON
 DS1322'THE LEFT.  STATION IS LOCATED 6.0 FEET EAST OF THE NORTHBOUND LANE
 DS1322'OF INTERSTATE 25.  STATION IS LOCATED ON AN OFF-RAMP ISLAND.
 DS1322'
 DS1322'STATION IS A STANDARD NMSHC BRASS DISK SET IN A CONCRETE AND
 DS1322'IS STAMPED 3310645002, 1973.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS1321 ***********************************************************************
 DS1321  DESIGNATION -  3310645003
 DS1321  PID         -  DS1321
 DS1321  STATE/COUNTY-  NM/SOCORRO
 DS1321  USGS QUAD   -  LUIS LOPEZ (1982)
 DS1321
 DS1321                         *CURRENT SURVEY CONTROL
 DS1321  ___________________________________________________________________
 DS1321* NAD 83(1992)-  33 55 40.77413(N)    106 52 46.03721(W)     ADJUSTED  
 DS1321* NAVD 88     -      1429.4    (meters)    4690.     (feet)  VERTCON   
 DS1321  ___________________________________________________________________
 DS1321  LAPLACE CORR-          -1.15  (seconds)                    DEFLEC99
 DS1321  GEOID HEIGHT-         -22.43  (meters)                     GEOID03
 DS1321
 DS1321  HORZ ORDER  -  SECOND
 DS1321
 DS1321.The horizontal coordinates were established by classical geodetic methods
 DS1321.and adjusted by the National Geodetic Survey in December 1993..
 DS1321
 DS1321.The NAVD 88 height was computed by applying the VERTCON shift value to
 DS1321.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DS1321
 DS1321.The Laplace correction was computed from DEFLEC99 derived deflections.
 DS1321
 DS1321.The geoid height was determined by GEOID03.
 DS1321
 DS1321;                    North         East     Units Scale Factor Converg.
 DS1321;SPC NM C     -   324,845.915   441,804.308   MT  0.99994174   -0 21 04.8
 DS1321;SPC NM C     - 1,065,765.31  1,449,486.30   sFT  0.99994174   -0 21 04.8
 DS1321;UTM  13      - 3,755,762.673   326,278.272   MT  0.99997204   -1 02 57.4
 DS1321
 DS1321!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS1321!SPC NM C     -   0.99977917  x   0.99994174  =   0.99972093
 DS1321!UTM  13      -   0.99977917  x   0.99997204  =   0.99975122
 DS1321
 DS1321:                Primary Azimuth Mark                     Grid Az
 DS1321:SPC NM C     -  3310645004                               350 01 25.6
 DS1321:UTM  13      -  3310645004                               350 43 18.2
 DS1321
 DS1321|---------------------------------------------------------------------|
 DS1321| PID    Reference Object                     Distance      Geod. Az  |
 DS1321|                                                           dddmmss.s |
 DS1321| DS1323 3310645004                          APPROX. 1.2 KM 3494020.8 |
 DS1321|---------------------------------------------------------------------|
 DS1321
 DS1321                          SUPERSEDED SURVEY CONTROL
 DS1321
 DS1321  NAD 83(1986)-  33 55 40.78116(N)    106 52 46.03927(W) AD(       ) 2
 DS1321  NAD 27      -  33 55 40.54214(N)    106 52 43.93966(W) AD(       ) 2
 DS1321  NGVD 29 (07/19/86) 1428.7    (m)         4687.     (f) VERT ANG       
 DS1321
 DS1321.Superseded values are not recommended for survey control.
 DS1321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS1321.See file dsdata.txt to determine how the superseded data were derived.
 DS1321
 DS1321_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT2627855763(NAD 83)
 DS1321_MARKER: DD = SURVEY DISK
 DS1321_SETTING: 0 = UNSPECIFIED SETTING
 DS1321_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DS1321
 DS1321  HISTORY     - Date     Condition        Report By
 DS1321  HISTORY     - 1973     MONUMENTED       NMHD
 DS1321  HISTORY     - 20060908 GOOD             GEOCAC
 DS1321
 DS1321                          STATION DESCRIPTION
 DS1321
 DS1321'DESCRIBED BY NM HIGHWAY DEPT 1973 (CWW)
 DS1321'STATION IS LOCATED IN SOCORRO COUNTY, NEW MEXICO, ALONG INTERSTATE
 DS1321'25 AND IS ABOUT 9.1 MILES AIR LINE SOUTH OF SOCORRO, NEW MEXICO.
 DS1321'
 DS1321'TO REACH FROM THE JUNCTION OF CALIFORNIA AND MANZANARES STREETS
 DS1321'IN SOCORRO, GO SOUTH ON CALIFORNIA, 0.9 MILES TO AN INTERCHANGE
 DS1321'ON-RAMP.  GO SOUTH ON INTERSTATE 25, 8.2 MILES TO THE STATION ON
 DS1321'THE LEFT.  STATION IS 143 FEET EAST OF THE NORTHBOUND LANE OF
 DS1321'INTERSTATE 25.
 DS1321'
 DS1321'STATION IS A STANDARD NMSHC BRASS DISK SET IN A CONCRETE MONUMENT
 DS1321'AND IS STAMPED 3310645003, 1973.
 DS1321
 DS1321                          STATION RECOVERY (2006)
 DS1321
 DS1321'RECOVERY NOTE BY GEOCACHING 2006 (BMC)
 DS1321'THE STATION IS ON TOP OF A HILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS1323 ***********************************************************************
 DS1323  DESIGNATION -  3310645004
 DS1323  PID         -  DS1323
 DS1323  STATE/COUNTY-  NM/SOCORRO
 DS1323  USGS QUAD   -  LUIS LOPEZ (1982)
 DS1323
 DS1323                         *CURRENT SURVEY CONTROL
 DS1323  ___________________________________________________________________
 DS1323* NAD 83(1992)-  33 56 17.91951(N)    106 52 54.15842(W)     ADJUSTED  
 DS1323* NAVD 88     -      1442.2    (meters)    4732.     (feet)  VERTCON   
 DS1323  ___________________________________________________________________
 DS1323  LAPLACE CORR-          -1.26  (seconds)                    DEFLEC99
 DS1323  GEOID HEIGHT-         -22.41  (meters)                     GEOID03
 DS1323
 DS1323  HORZ ORDER  -  SECOND
 DS1323
 DS1323.The horizontal coordinates were established by classical geodetic methods
 DS1323.and adjusted by the National Geodetic Survey in December 1993..
 DS1323
 DS1323.The NAVD 88 height was computed by applying the VERTCON shift value to
 DS1323.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DS1323
 DS1323.The Laplace correction was computed from DEFLEC99 derived deflections.
 DS1323
 DS1323.The geoid height was determined by GEOID03.
 DS1323
 DS1323;                    North         East     Units Scale Factor Converg.
 DS1323;SPC NM C     -   325,991.611   441,602.782   MT  0.99994203   -0 21 09.7
 DS1323;SPC NM C     - 1,069,524.14  1,448,825.13   sFT  0.99994203   -0 21 09.7
 DS1323;UTM  13      - 3,756,910.774   326,090.713   MT  0.99997285   -1 03 03.0
 DS1323
 DS1323!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS1323!SPC NM C     -   0.99977716  x   0.99994203  =   0.99971920
 DS1323!UTM  13      -   0.99977716  x   0.99997285  =   0.99975002
 DS1323
 DS1323:                Primary Azimuth Mark                     Grid Az
 DS1323:SPC NM C     -  3310645005                               349 53 17.0
 DS1323:UTM  13      -  3310645005                               350 35 10.3
 DS1323
 DS1323|---------------------------------------------------------------------|
 DS1323| PID    Reference Object                     Distance      Geod. Az  |
 DS1323|                                                           dddmmss.s |
 DS1323| DS1324 3310645005                          APPROX. 2.4 KM 3493207.3 |
 DS1323|---------------------------------------------------------------------|
 DS1323
 DS1323                          SUPERSEDED SURVEY CONTROL
 DS1323
 DS1323  NAD 83(1986)-  33 56 17.92651(N)    106 52 54.16046(W) AD(       ) 2
 DS1323  NAD 27      -  33 56 17.68749(N)    106 52 52.06061(W) AD(       ) 2
 DS1323  NGVD 29 (07/19/86) 1441.5    (m)         4729.     (f) VERT ANG       
 DS1323
 DS1323.Superseded values are not recommended for survey control.
 DS1323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS1323.See file dsdata.txt to determine how the superseded data were derived.
 DS1323
 DS1323_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT2609156911(NAD 83)
 DS1323_MARKER: DD = SURVEY DISK
 DS1323_SETTING: 0 = UNSPECIFIED SETTING
 DS1323_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DS1323
 DS1323  HISTORY     - Date     Condition        Report By
 DS1323  HISTORY     - 1973     MONUMENTED       NMHD
 DS1323  HISTORY     - 20060908 GOOD             GEOCAC
 DS1323
 DS1323                          STATION DESCRIPTION
 DS1323
 DS1323'DESCRIBED BY NM HIGHWAY DEPT 1973 (CWW)
 DS1323'STATION IS LOCATED IN SOCORRO COUNTY, NEW MEXICO, ALONG INTERSTATE
 DS1323'25 AND IS ABOUT 8.4 MILES AIR LINE SOUTH OF SOCORRO, NEW MEXICO.
 DS1323'
 DS1323'TO REACH FROM THE JUNCTION OF CALIFORNIA AND MANZANARES
 DS1323'STREETS IN SOCORRO, GO SOUTH ON CALIFORNIA, 0.9 MILES TO AN
 DS1323'INTERCHANGE ON-RAMP.  GO SOUTH ON INTERSTATE 25, 7.5 MILES TO THE
 DS1323'STATION ON THE LEFT.  STATION IS 143 FEET EAST OF THE NORTHBOUND
 DS1323'LANE OF INTERSTATE 25.
 DS1323'
 DS1323'STATION IS A STANDARD NMSHC BRASS DISK SET IN A CONCRETE MONUMENT
 DS1323'AND IS STAMPED 3310645004, 1973.
 DS1323
 DS1323                          STATION RECOVERY (2006)
 DS1323
 DS1323'RECOVERY NOTE BY GEOCACHING 2006 (BMC)
 DS1323'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS1324 ***********************************************************************
 DS1324  DESIGNATION -  3310645005
 DS1324  PID         -  DS1324
 DS1324  STATE/COUNTY-  NM/SOCORRO
 DS1324  USGS QUAD   -  LUIS LOPEZ (1982)
 DS1324
 DS1324                         *CURRENT SURVEY CONTROL
 DS1324  ___________________________________________________________________
 DS1324* NAD 83(1992)-  33 57 35.79926(N)    106 53 11.42105(W)     ADJUSTED  
 DS1324* NAVD 88     -      1437.3    (meters)    4716.     (feet)  VERTCON   
 DS1324  ___________________________________________________________________
 DS1324  LAPLACE CORR-          -1.43  (seconds)                    DEFLEC99
 DS1324  GEOID HEIGHT-         -22.36  (meters)                     GEOID03
 DS1324
 DS1324  HORZ ORDER  -  SECOND
 DS1324
 DS1324.The horizontal coordinates were established by classical geodetic methods
 DS1324.and adjusted by the National Geodetic Survey in December 1993..
 DS1324
 DS1324.The NAVD 88 height was computed by applying the VERTCON shift value to
 DS1324.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DS1324
 DS1324.The Laplace correction was computed from DEFLEC99 derived deflections.
 DS1324
 DS1324.The geoid height was determined by GEOID03.
 DS1324
 DS1324;                    North         East     Units Scale Factor Converg.
 DS1324;SPC NM C     -   328,393.760   441,174.381   MT  0.99994264   -0 21 20.1
 DS1324;SPC NM C     - 1,077,405.19  1,447,419.61   sFT  0.99994264   -0 21 20.1
 DS1324;UTM  13      - 3,759,318.042   325,691.609   MT  0.99997456   -1 03 14.7
 DS1324
 DS1324!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS1324!SPC NM C     -   0.99977792  x   0.99994264  =   0.99972058
 DS1324!UTM  13      -   0.99977792  x   0.99997456  =   0.99975249
 DS1324
 DS1324:                Primary Azimuth Mark                     Grid Az
 DS1324:SPC NM C     -  3310645006                               350 01 27.0
 DS1324:UTM  13      -  3310645006                               350 43 21.6
 DS1324
 DS1324|---------------------------------------------------------------------|
 DS1324| PID    Reference Object                     Distance      Geod. Az  |
 DS1324|                                                           dddmmss.s |
 DS1324| DS1325 3310645006                          APPROX. 2.1 KM 3494006.9 |
 DS1324|---------------------------------------------------------------------|
 DS1324
 DS1324                          SUPERSEDED SURVEY CONTROL
 DS1324
 DS1324  NAD 83(1986)-  33 57 35.80615(N)    106 53 11.42302(W) AD(       ) 2
 DS1324  NAD 27      -  33 57 35.56548(N)    106 53 09.32193(W) AD(       ) 2
 DS1324  NGVD 29 (07/19/86) 1436.6    (m)         4713.     (f) VERT ANG       
 DS1324
 DS1324.Superseded values are not recommended for survey control.
 DS1324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS1324.See file dsdata.txt to determine how the superseded data were derived.
 DS1324
 DS1324_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT2569259318(NAD 83)
 DS1324_MARKER: DD = SURVEY DISK
 DS1324_SETTING: 0 = UNSPECIFIED SETTING
 DS1324_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DS1324
 DS1324  HISTORY     - Date     Condition        Report By
 DS1324  HISTORY     - 1973     MONUMENTED       NMHD
 DS1324  HISTORY     - 20060831 GOOD             GEOCAC
 DS1324
 DS1324                          STATION DESCRIPTION
 DS1324
 DS1324'DESCRIBED BY NM HIGHWAY DEPT 1973 (CWW)
 DS1324'STATION IS LOCATED IN SOCORRO COUNTY, NEW MEXICO, ALONG INTERSTATE
 DS1324'25 AND IS ABOUT 6.9 MILES AIR LINE SOUTH OF SOCORRO, NEW MEXICO.
 DS1324'
 DS1324'TO REACH FROM THE JUNCTION OF CALIFORNIA AND MANZANARES STREETS
 DS1324'IN SOCORRO, GO SOUTH ON CALIFORNIA, 0.9 MILES TO AN INTERCHANGE
 DS1324'ON-RAMP.  GO SOUTH ON INTERSTATE 25, 6.0 MILES TO THE STATION ON
 DS1324'THE LEFT.  STATION IS 143 FEET EAST OF THE NORTHBOUND LANE OF
 DS1324'INTERSTATE 25.
 DS1324'
 DS1324'STATION IS A STANDARD NMSHC BRASS DISK SET IN A CONCRETE MONUMENT
 DS1324'AND IS STAMPED 3310645005, 1973.
 DS1324
 DS1324                          STATION RECOVERY (2006)
 DS1324
 DS1324'RECOVERY NOTE BY GEOCACHING 2006 (BMC)
 DS1324'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS1325 ***********************************************************************
 DS1325  DESIGNATION -  3310645006
 DS1325  PID         -  DS1325
 DS1325  STATE/COUNTY-  NM/SOCORRO
 DS1325  USGS QUAD   -  LUIS LOPEZ (1982)
 DS1325
 DS1325                         *CURRENT SURVEY CONTROL
 DS1325  ___________________________________________________________________
 DS1325* NAD 83(1992)-  33 58 42.23631(N)    106 53 25.95884(W)     ADJUSTED  
 DS1325* NAVD 88     -      1433.9    (meters)    4704.     (feet)  VERTCON   
 DS1325  ___________________________________________________________________
 DS1325  LAPLACE CORR-          -1.53  (seconds)                    DEFLEC99
 DS1325  GEOID HEIGHT-         -22.33  (meters)                     GEOID03
 DS1325
 DS1325  HORZ ORDER  -  SECOND
 DS1325
 DS1325.The horizontal coordinates were established by classical geodetic methods
 DS1325.and adjusted by the National Geodetic Survey in December 1993..
 DS1325
 DS1325.The NAVD 88 height was computed by applying the VERTCON shift value to
 DS1325.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DS1325
 DS1325.The Laplace correction was computed from DEFLEC99 derived deflections.
 DS1325
 DS1325.The geoid height was determined by GEOID03.
 DS1325
 DS1325;                    North         East     Units Scale Factor Converg.
 DS1325;SPC NM C     -   330,442.960   440,813.946   MT  0.99994317   -0 21 28.8
 DS1325;SPC NM C     - 1,084,128.28  1,446,237.09   sFT  0.99994317   -0 21 28.8
 DS1325;UTM  13      - 3,761,371.551   325,356.178   MT  0.99997600   -1 03 24.7
 DS1325
 DS1325!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS1325!SPC NM C     -   0.99977845  x   0.99994317  =   0.99972163
 DS1325!UTM  13      -   0.99977845  x   0.99997600  =   0.99975446
 DS1325
 DS1325:                Primary Azimuth Mark                     Grid Az
 DS1325:SPC NM C     -  LOPEZ                                    064 56 19.6
 DS1325:UTM  13      -  LOPEZ                                    065 38 15.5
 DS1325
 DS1325|---------------------------------------------------------------------|
 DS1325| PID    Reference Object                     Distance      Geod. Az  |
 DS1325|                                                           dddmmss.s |
 DS1325| DS1320 LOPEZ                               489.172 METERS 0643450.8 |
 DS1325|---------------------------------------------------------------------|
 DS1325
 DS1325                          SUPERSEDED SURVEY CONTROL
 DS1325
 DS1325  NAD 83(1986)-  33 58 42.24313(N)    106 53 25.96075(W) AD(       ) 2
 DS1325  NAD 27      -  33 58 42.00143(N)    106 53 23.85831(W) AD(       ) 2
 DS1325  NGVD 29 (07/19/86) 1433.2    (m)         4702.     (f) VERT ANG       
 DS1325
 DS1325.Superseded values are not recommended for survey control.
 DS1325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS1325.See file dsdata.txt to determine how the superseded data were derived.
 DS1325
 DS1325_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT2535661372(NAD 83)
 DS1325_MARKER: DD = SURVEY DISK
 DS1325_SETTING: 0 = UNSPECIFIED SETTING
 DS1325_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DS1325
 DS1325  HISTORY     - Date     Condition        Report By
 DS1325  HISTORY     - 1973     MONUMENTED       NMHD
 DS1325  HISTORY     - 20060908 GOOD             GEOCAC
 DS1325
 DS1325                          STATION DESCRIPTION
 DS1325
 DS1325'DESCRIBED BY NM HIGHWAY DEPT 1973 (CWW)
 DS1325'STATION IS LOCATED IN SOCORRO COUNTY, NEW MEXICO, ALONG INTERSTATE
 DS1325'25 AND IS ABOUT 5.5 MILES AIR LINE SOUTH OF SOCORRO, NEW MEXICO.
 DS1325'
 DS1325'TO REACH FROM THE JUNCTION OF CALIFORNIA AND MANZANARES STREETS IN
 DS1325'SOCORRO, GO SOUTH ON CALIFORNIA, 0.9 MILES TO AN INTERCHANGE
 DS1325'ON-RAMP.  GO SOUTH ON INTERSTATE 25, 4.6 MILES TO THE STATION ON
 DS1325'THE LEFT.  STATION IS 143 FEET EAST OF THE NORTHBOUND LANE OF
 DS1325'INTERSTATE 25.
 DS1325'
 DS1325'STATION IS A STANDARD NMSHC BRASS DISK SET IN A CONCRETE MONUMENT
 DS1325'AND IS STAMPED 3310645006, 1973.
 DS1325
 DS1325                          STATION RECOVERY (2006)
 DS1325
 DS1325'RECOVERY NOTE BY GEOCACHING 2006 (BMC)
 DS1325'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS1318 ***********************************************************************
 DS1318  DESIGNATION -  3310645007
 DS1318  PID         -  DS1318
 DS1318  STATE/COUNTY-  NM/SOCORRO
 DS1318  USGS QUAD   -  INDIAN WELL WILDERNESS (1981)
 DS1318
 DS1318                         *CURRENT SURVEY CONTROL
 DS1318  ___________________________________________________________________
 DS1318* NAD 83(1992)-  33 46 04.90323(N)    106 58 59.11551(W)     ADJUSTED  
 DS1318* NAVD 88     -      1508.7    (meters)    4950.     (feet)  VERTCON   
 DS1318  ___________________________________________________________________
 DS1318  LAPLACE CORR-          -1.23  (seconds)                    DEFLEC99
 DS1318  GEOID HEIGHT-         -22.55  (meters)                     GEOID03
 DS1318
 DS1318  HORZ ORDER  -  SECOND
 DS1318
 DS1318.The horizontal coordinates were established by classical geodetic methods
 DS1318.and adjusted by the National Geodetic Survey in December 1993..
 DS1318
 DS1318.The NAVD 88 height was computed by applying the VERTCON shift value to
 DS1318.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DS1318
 DS1318.The Laplace correction was computed from DEFLEC99 derived deflections.
 DS1318
 DS1318.The geoid height was determined by GEOID03.
 DS1318
 DS1318;                    North         East     Units Scale Factor Converg.
 DS1318;SPC NM C     -   307,167.560   432,096.391   MT  0.99995682   -0 24 27.0
 DS1318;SPC NM C     - 1,007,765.57  1,417,636.24   sFT  0.99995682   -0 24 27.0
 DS1318;UTM  13      - 3,738,202.852   316,355.729   MT  1.00001578   -1 06 09.3
 DS1318
 DS1318!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS1318!SPC NM C     -   0.99976674  x   0.99995682  =   0.99972357
 DS1318!UTM  13      -   0.99976674  x   1.00001578  =   0.99978252
 DS1318
 DS1318:                Primary Azimuth Mark                     Grid Az
 DS1318:SPC NM C     -  3310645008                               039 14 30.1
 DS1318:UTM  13      -  3310645008                               039 56 12.4
 DS1318
 DS1318|---------------------------------------------------------------------|
 DS1318| PID    Reference Object                     Distance      Geod. Az  |
 DS1318|                                                           dddmmss.s |
 DS1318| DS1317 3310645008                          APPROX. 3.2 KM 0385003.1 |
 DS1318|---------------------------------------------------------------------|
 DS1318
 DS1318                          SUPERSEDED SURVEY CONTROL
 DS1318
 DS1318  NAD 83(1986)-  33 46 04.91058(N)    106 58 59.11787(W) AD(       ) 2
 DS1318  NAD 27      -  33 46 04.67373(N)    106 58 57.00055(W) AD(       ) 2
 DS1318  NGVD 29 (07/19/86) 1508.0    (m)         4947.     (f) VERT ANG       
 DS1318
 DS1318.Superseded values are not recommended for survey control.
 DS1318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS1318.See file dsdata.txt to determine how the superseded data were derived.
 DS1318
 DS1318_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT1635638203(NAD 83)
 DS1318_MARKER: DD = SURVEY DISK
 DS1318_SETTING: 0 = UNSPECIFIED SETTING
 DS1318_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DS1318
 DS1318  HISTORY     - Date     Condition        Report By
 DS1318  HISTORY     - 1974     MONUMENTED       NMHD
 DS1318
 DS1318                          STATION DESCRIPTION
 DS1318
 DS1318'DESCRIBED BY NM HIGHWAY DEPT 1974 (CWW)
 DS1318'THE STATION IS LOCATED IN SOCORRO COUNTY ALONG INTERSTATE 25 AND
 DS1318'IS ABOUT 12.3 MILES AIRLINE SOUTH-SOUTHWEST OF SAN ANTONIO, NEW
 DS1318'MEXICO.
 DS1318'
 DS1318'TO REACH FROM THE INTERSECTION OF STATE ROAD 1 AND U.S. 380 IN
 DS1318'SAN ANTONIO GO WEST 0.7 MILES TO THE INTERSTATE 25
 DS1318'INTERCHANGE.  ENTER THE INTERSTATE AND GO SOUTH 12.2 MILES TO THE
 DS1318'STATION ON THE RIGHT.  THE STATION IS 77 FEET WEST OF THE
 DS1318'CENTERLINE OF THE SOUTH-BOUND LANE AND IS 95 FEET EAST OF THE WEST
 DS1318'RIGHT OF WAY FENCE ON THE TOP OF A HIGHWAY CUT.
 DS1318'
 DS1318'THE STATION IS A STANDARD NEW MEXICO HIGHWAY COMMISSION DISK SET
 DS1318'IN A CONCRETE MONUMENT PROJECTING ABOUT SIX INCHES ABOVE THE GROUND
 DS1318'AND STAMPED 3310645007, 1974.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS1317 ***********************************************************************
 DS1317  DESIGNATION -  3310645008
 DS1317  PID         -  DS1317
 DS1317  STATE/COUNTY-  NM/SOCORRO
 DS1317  USGS QUAD   -  INDIAN WELL WILDERNESS (1981)
 DS1317
 DS1317                         *CURRENT SURVEY CONTROL
 DS1317  ___________________________________________________________________
 DS1317* NAD 83(1992)-  33 47 25.12170(N)    106 57 41.76757(W)     ADJUSTED  
 DS1317* NAVD 88     -      1524.5    (meters)    5002.     (feet)  VERTCON   
 DS1317  ___________________________________________________________________
 DS1317  LAPLACE CORR-          -1.81  (seconds)                    DEFLEC99
 DS1317  GEOID HEIGHT-         -22.52  (meters)                     GEOID03
 DS1317
 DS1317  HORZ ORDER  -  SECOND
 DS1317
 DS1317.The horizontal coordinates were established by classical geodetic methods
 DS1317.and adjusted by the National Geodetic Survey in December 1993..
 DS1317
 DS1317.The NAVD 88 height was computed by applying the VERTCON shift value to
 DS1317.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DS1317
 DS1317.The Laplace correction was computed from DEFLEC99 derived deflections.
 DS1317
 DS1317.The geoid height was determined by GEOID03.
 DS1317
 DS1317;                    North         East     Units Scale Factor Converg.
 DS1317;SPC NM C     -   309,625.024   434,103.636   MT  0.99995351   -0 23 44.8
 DS1317;SPC NM C     - 1,015,828.10  1,424,221.68   sFT  0.99995351   -0 23 44.8
 DS1317;UTM  13      - 3,740,635.914   318,392.761   MT  1.00000660   -1 05 28.5
 DS1317
 DS1317!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS1317!SPC NM C     -   0.99976426  x   0.99995351  =   0.99971778
 DS1317!UTM  13      -   0.99976426  x   1.00000660  =   0.99977086
 DS1317
 DS1317:                Primary Azimuth Mark                     Grid Az
 DS1317:SPC NM C     -  3310645009                               038 57 15.3
 DS1317:UTM  13      -  3310645009                               039 38 59.0
 DS1317
 DS1317|---------------------------------------------------------------------|
 DS1317| PID    Reference Object                     Distance      Geod. Az  |
 DS1317|                                                           dddmmss.s |
 DS1317| DS1316 3310645009                          APPROX. 2.0 KM 0383330.5 |
 DS1317|---------------------------------------------------------------------|
 DS1317
 DS1317                          SUPERSEDED SURVEY CONTROL
 DS1317
 DS1317  NAD 83(1986)-  33 47 25.12898(N)    106 57 41.76987(W) AD(       ) 2
 DS1317  NAD 27      -  33 47 24.89031(N)    106 57 39.65527(W) AD(       ) 2
 DS1317  NGVD 29 (07/19/86) 1523.8    (m)         4999.     (f) VERT ANG       
 DS1317
 DS1317.Superseded values are not recommended for survey control.
 DS1317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS1317.See file dsdata.txt to determine how the superseded data were derived.
 DS1317
 DS1317_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT1839340636(NAD 83)
 DS1317_MARKER: DD = SURVEY DISK
 DS1317_SETTING: 0 = UNSPECIFIED SETTING
 DS1317_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DS1317
 DS1317  HISTORY     - Date     Condition        Report By
 DS1317  HISTORY     - 1974     MONUMENTED       NMHD
 DS1317
 DS1317                          STATION DESCRIPTION
 DS1317
 DS1317'DESCRIBED BY NM HIGHWAY DEPT 1974 (CWW)
 DS1317'THE STATION IS LOCATED IN SOCORRO COUNTY ALONG INTERSTATE 25 AND IS
 DS1317'ABOUT 10.4 MILES AIRLINE SOUTH-SOUTHWEST OF SAN ANTONIO, NEW
 DS1317'MEXICO.
 DS1317'
 DS1317'TO REACH FROM THE INTERSECTION OF STATE ROAD 1 AND U.S. 380 IN
 DS1317'SAN ANTONIO GO WEST 0.7 MILES TO THE INTERSTATE 25
 DS1317'INTERCHANGE.  ENTER THE INTERSTATE AND GO SOUTH 10.3 MILES TO THE
 DS1317'STATION ON THE RIGHT.  THE STATION IS 80 FEET WEST OF THE
 DS1317'CENTERLINE OF THE SOUTH-BOUND LANE AND IS 97 FEET EAST OF THE
 DS1317'WEST RIGHT OF WAY FENCE AT THE TOP OF A SHALLOW HIGHWAY CUT.
 DS1317'
 DS1317'THE STATION IS A STANDARD NEW MEXICO HIGHWAY COMMISSION DISK SET
 DS1317'IN A CONCRETE MONUMENT PROJECTING ABOUT SIX INCHES ABOVE THE GROUND
 DS1317'AND STAMPED 3310645008, 1974.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS1316 ***********************************************************************
 DS1316  DESIGNATION -  3310645009
 DS1316  PID         -  DS1316
 DS1316  STATE/COUNTY-  NM/SOCORRO
 DS1316  USGS QUAD   -  INDIAN WELL WILDERNESS (1981)
 DS1316
 DS1316                         *CURRENT SURVEY CONTROL
 DS1316  ___________________________________________________________________
 DS1316* NAD 83(1992)-  33 48 15.91126(N)    106 56 53.26951(W)     ADJUSTED  
 DS1316* NAVD 88     -      1552.4    (meters)    5093.     (feet)  VERTCON   
 DS1316  ___________________________________________________________________
 DS1316  LAPLACE CORR-          -2.33  (seconds)                    DEFLEC99
 DS1316  GEOID HEIGHT-         -22.51  (meters)                     GEOID03
 DS1316
 DS1316  HORZ ORDER  -  SECOND
 DS1316
 DS1316.The horizontal coordinates were established by classical geodetic methods
 DS1316.and adjusted by the National Geodetic Survey in December 1993..
 DS1316
 DS1316.The NAVD 88 height was computed by applying the VERTCON shift value to
 DS1316.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DS1316
 DS1316.The Laplace correction was computed from DEFLEC99 derived deflections.
 DS1316
 DS1316.The geoid height was determined by GEOID03.
 DS1316
 DS1316;                    North         East     Units Scale Factor Converg.
 DS1316;SPC NM C     -   311,181.241   435,361.782   MT  0.99995149   -0 23 18.3
 DS1316;SPC NM C     - 1,020,933.79  1,428,349.45   sFT  0.99995149   -0 23 18.3
 DS1316;UTM  13      - 3,742,176.821   319,669.773   MT  1.00000090   -1 05 03.0
 DS1316
 DS1316!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS1316!SPC NM C     -   0.99975988  x   0.99995149  =   0.99971138
 DS1316!UTM  13      -   0.99975988  x   1.00000090  =   0.99976078
 DS1316
 DS1316:                Primary Azimuth Mark                     Grid Az
 DS1316:SPC NM C     -  3310645010                               041 47 41.9
 DS1316:UTM  13      -  3310645010                               042 29 26.6
 DS1316
 DS1316|---------------------------------------------------------------------|
 DS1316| PID    Reference Object                     Distance      Geod. Az  |
 DS1316|                                                           dddmmss.s |
 DS1316| DS1315 3310645010                          APPROX. 2.1 KM 0412423.6 |
 DS1316|---------------------------------------------------------------------|
 DS1316
 DS1316                          SUPERSEDED SURVEY CONTROL
 DS1316
 DS1316  NAD 83(1986)-  33 48 15.91849(N)    106 56 53.27178(W) AD(       ) 2
 DS1316  NAD 27      -  33 48 15.67948(N)    106 56 51.15857(W) AD(       ) 2
 DS1316  NGVD 29 (07/19/86) 1551.7    (m)         5091.     (f) VERT ANG       
 DS1316
 DS1316.Superseded values are not recommended for survey control.
 DS1316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS1316.See file dsdata.txt to determine how the superseded data were derived.
 DS1316
 DS1316_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT1967042177(NAD 83)
 DS1316_MARKER: DD = SURVEY DISK
 DS1316_SETTING: 0 = UNSPECIFIED SETTING
 DS1316_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DS1316
 DS1316  HISTORY     - Date     Condition        Report By
 DS1316  HISTORY     - 1974     MONUMENTED       NMHD
 DS1316
 DS1316                          STATION DESCRIPTION
 DS1316
 DS1316'DESCRIBED BY NM HIGHWAY DEPT 1974 (CWW)
 DS1316'THE STATION IS LOCATED IN SOCORRO COUNTY ALONG INTERSTATE 25 AND
 DS1316'IS ABOUT 9.1 MILES AIRLINE SOUTH-SOUTHWEST OF SAN ANTONIO, NEW
 DS1316'MEXICO.
 DS1316'
 DS1316'TO REACH FROM THE INTERSECTION OF STATE ROAD 1 AND U.S. 380 IN
 DS1316'SAN ANTONIO GO WEST 0.7 MILES TO THE INTERSTATE 25
 DS1316'INTERCHANGE.  ENTER THE INTERSTATE AND GO SOUTH 9.05 MILES TO THE
 DS1316'STATION ON THE RIGHT.  THE STATION IS 63 FEET WEST OF THE
 DS1316'CENTERLINE OF THE SOUTH-BOUND LANE AND IS 112 FEET EAST OF THE
 DS1316'WEST RIGHT OF WAY FENCE ON TOP OF A DEEP HIGHWAY CUT.
 DS1316'
 DS1316'THE STATION IS A STANDARD NEW MEXICO HIGHWAY COMMISSION DISK SET
 DS1316'IN A CONCRETE MONUMENT PROJECTING ABOUT SIX INCHES ABOVE THE GROUND
 DS1316'AND STAMPED 3310645009, 1974.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS1315 ***********************************************************************
 DS1315  DESIGNATION -  3310645010
 DS1315  PID         -  DS1315
 DS1315  STATE/COUNTY-  NM/SOCORRO
 DS1315  USGS QUAD   -  INDIAN WELL WILDERNESS (1981)
 DS1315
 DS1315                         *CURRENT SURVEY CONTROL
 DS1315  ___________________________________________________________________
 DS1315* NAD 83(1992)-  33 49 07.72284(N)    106 55 58.52729(W)     ADJUSTED  
 DS1315* NAVD 88     -      1535.3    (meters)    5037.     (feet)  VERTCON   
 DS1315  ___________________________________________________________________
 DS1315  LAPLACE CORR-          -2.87  (seconds)                    DEFLEC99
 DS1315  GEOID HEIGHT-         -22.50  (meters)                     GEOID03
 DS1315
 DS1315  HORZ ORDER  -  SECOND
 DS1315
 DS1315.The horizontal coordinates were established by classical geodetic methods
 DS1315.and adjusted by the National Geodetic Survey in December 1993..
 DS1315
 DS1315.The NAVD 88 height was computed by applying the VERTCON shift value to
 DS1315.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DS1315
 DS1315.The Laplace correction was computed from DEFLEC99 derived deflections.
 DS1315
 DS1315.The geoid height was determined by GEOID03.
 DS1315
 DS1315;                    North         East     Units Scale Factor Converg.
 DS1315;SPC NM C     -   312,768.042   436,780.298   MT  0.99994925   -0 22 48.4
 DS1315;SPC NM C     - 1,026,139.82  1,433,003.36   sFT  0.99994925   -0 22 48.4
 DS1315;UTM  13      - 3,743,746.352   321,107.524   MT  0.99999453   -1 04 33.9
 DS1315
 DS1315!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS1315!SPC NM C     -   0.99976256  x   0.99994925  =   0.99971182
 DS1315!UTM  13      -   0.99976256  x   0.99999453  =   0.99975709
 DS1315
 DS1315:                Primary Azimuth Mark                     Grid Az
 DS1315:SPC NM C     -  3310645011                               031 43 35.9
 DS1315:UTM  13      -  3310645011                               032 25 21.4
 DS1315
 DS1315|---------------------------------------------------------------------|
 DS1315| PID    Reference Object                     Distance      Geod. Az  |
 DS1315|                                                           dddmmss.s |
 DS1315| DS1314 3310645011                          APPROX. 1.9 KM 0312047.5 |
 DS1315|---------------------------------------------------------------------|
 DS1315
 DS1315                          SUPERSEDED SURVEY CONTROL
 DS1315
 DS1315  NAD 83(1986)-  33 49 07.73004(N)    106 55 58.52951(W) AD(       ) 2
 DS1315  NAD 27      -  33 49 07.49077(N)    106 55 56.41838(W) AD(       ) 2
 DS1315  NGVD 29 (07/19/86) 1534.6    (m)         5035.     (f) VERT ANG       
 DS1315
 DS1315.Superseded values are not recommended for survey control.
 DS1315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS1315.See file dsdata.txt to determine how the superseded data were derived.
 DS1315
 DS1315_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT2110843746(NAD 83)
 DS1315_MARKER: DD = SURVEY DISK
 DS1315_SETTING: 0 = UNSPECIFIED SETTING
 DS1315_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DS1315
 DS1315  HISTORY     - Date     Condition        Report By
 DS1315  HISTORY     - 1974     MONUMENTED       NMHD
 DS1315
 DS1315                          STATION DESCRIPTION
 DS1315
 DS1315'DESCRIBED BY NM HIGHWAY DEPT 1974 (CWW)
 DS1315'THE STATION IS LOCATED IN SOCORRO COUNTY ALONG INTERSTATE 25
 DS1315'AND IS ABOUT 7.8 MILES AIRLINE SOUTH-SOUTHWEST OF SAN ANTONIO,
 DS1315'NEW MEXICO.
 DS1315'
 DS1315'TO REACH FROM THE INTERSECTION OF STATE ROAD 1 AND U.S. 380 IN
 DS1315'SAN ANTONIO GO WEST 0.7 MILES TO THE INTERSTATE 25
 DS1315'INTERCHANGE.  ENTER THE INTERSTATE AND GO SOUTH 7.75 MILES TO THE
 DS1315'STATION ON THE LEFT.  THE STATION IS 244 FEET EAST OF THE
 DS1315'CENTERLINE OF THE SOUTH-BOUND LANE AND IS 10 FEET EAST OF THE
 DS1315'EAST RIGHT OF WAY FENCE ON TOP OF A HIGHWAY CUT.
 DS1315'
 DS1315'THE STATION IS A STANDARD NEW MEXICO HIGHWAY COMMISSION DISK SET
 DS1315'IN A CONCRETE MONUMENT PROJECTING ABOUT SIX INCHES ABOVE THE
 DS1315'GROUND AND STAMPED 3310645010, 1974.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS1314 ***********************************************************************
 DS1314  DESIGNATION -  3310645011
 DS1314  PID         -  DS1314
 DS1314  STATE/COUNTY-  NM/SOCORRO
 DS1314  USGS QUAD   -  INDIAN WELL WILDERNESS (1981)
 DS1314
 DS1314                         *CURRENT SURVEY CONTROL
 DS1314  ___________________________________________________________________
 DS1314* NAD 83(1992)-  33 49 59.46549(N)    106 55 20.75905(W)     ADJUSTED  
 DS1314* NAVD 88     -      1521.8    (meters)    4993.     (feet)  VERTCON   
 DS1314  ___________________________________________________________________
 DS1314  LAPLACE CORR-          -3.25  (seconds)                    DEFLEC99
 DS1314  GEOID HEIGHT-         -22.50  (meters)                     GEOID03
 DS1314
 DS1314  HORZ ORDER  -  SECOND
 DS1314
 DS1314.The horizontal coordinates were established by classical geodetic methods
 DS1314.and adjusted by the National Geodetic Survey in December 1993..
 DS1314
 DS1314.The NAVD 88 height was computed by applying the VERTCON shift value to
 DS1314.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DS1314
 DS1314.The Laplace correction was computed from DEFLEC99 derived deflections.
 DS1314
 DS1314.The geoid height was determined by GEOID03.
 DS1314
 DS1314;                    North         East     Units Scale Factor Converg.
 DS1314;SPC NM C     -   314,355.769   437,761.921   MT  0.99994774   -0 22 27.9
 DS1314;SPC NM C     - 1,031,348.89  1,436,223.90   sFT  0.99994774   -0 22 27.9
 DS1314;UTM  13      - 3,745,322.104   322,108.407   MT  0.99999013   -1 04 14.3
 DS1314
 DS1314!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS1314!SPC NM C     -   0.99976468  x   0.99994774  =   0.99971243
 DS1314!UTM  13      -   0.99976468  x   0.99999013  =   0.99975481
 DS1314
 DS1314:                Primary Azimuth Mark                     Grid Az
 DS1314:SPC NM C     -  3310645012                               021 36 36.5
 DS1314:UTM  13      -  3310645012                               022 18 22.9
 DS1314
 DS1314|---------------------------------------------------------------------|
 DS1314| PID    Reference Object                     Distance      Geod. Az  |
 DS1314|                                                           dddmmss.s |
 DS1314| DS1313 3310645012                          APPROX. 3.5 KM 0211408.6 |
 DS1314|---------------------------------------------------------------------|
 DS1314
 DS1314                          SUPERSEDED SURVEY CONTROL
 DS1314
 DS1314  NAD 83(1986)-  33 49 59.47265(N)    106 55 20.76123(W) AD(       ) 2
 DS1314  NAD 27      -  33 49 59.23365(N)    106 55 18.65174(W) AD(       ) 2
 DS1314  NGVD 29 (07/19/86) 1521.1    (m)         4990.     (f) VERT ANG       
 DS1314
 DS1314.Superseded values are not recommended for survey control.
 DS1314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS1314.See file dsdata.txt to determine how the superseded data were derived.
 DS1314
 DS1314_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT2210845322(NAD 83)
 DS1314_MARKER: DD = SURVEY DISK
 DS1314_SETTING: 0 = UNSPECIFIED SETTING
 DS1314_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DS1314
 DS1314  HISTORY     - Date     Condition        Report By
 DS1314  HISTORY     - 1974     MONUMENTED       NMHD
 DS1314
 DS1314                          STATION DESCRIPTION
 DS1314
 DS1314'DESCRIBED BY NM HIGHWAY DEPT 1974 (CWW)
 DS1314'THE STATION IS LOCATED IN SOCORRO COUNTY ALONG INTERSTATE 25 AND
 DS1314'IS ABOUT 6.7 MILES AIRLINE SOUTH-SOUTHWEST OF SAN ANTONIO, NEW
 DS1314'MEXICO.
 DS1314'
 DS1314'TO REACH FROM THE INTERSECTION OF STATE ROAD 1 AND U.S. 380 IN
 DS1314'SAN ANTONIO GO WEST 0.7 MILES TO THE INTERSTATE 25
 DS1314'INTERCHANGE.  ENTER THE INTERSTATE AND GO SOUTH 6.6 MILES TO
 DS1314'THE STATION ON THE LEFT.  THE STATION IS 281 FEET EAST OF THE
 DS1314'CENTERLINE OF THE SOUTH-BOUND LANE AND IS 47 FEET EAST OF THE
 DS1314'EAST RIGHT OF WAY FENCE ON TOP OF A DEEP HIGHWAY CUT.
 DS1314'
 DS1314'THE STATION IS A STANDARD NEW MEXICO HIGHWAY COMMISSION DISK SET
 DS1314'IN A CONCRETE MONUMENT PROJECTING ABOUT SIX INCHES ABOVE THE
 DS1314'GROUND AND STAMPED 3310645011, 1974.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS1313 ***********************************************************************
 DS1313  DESIGNATION -  3310645012
 DS1313  PID         -  DS1313
 DS1313  STATE/COUNTY-  NM/SOCORRO
 DS1313  USGS QUAD   -  INDIAN WELL WILDERNESS (1981)
 DS1313
 DS1313                         *CURRENT SURVEY CONTROL
 DS1313  ___________________________________________________________________
 DS1313* NAD 83(1992)-  33 51 45.08477(N)    106 54 31.55984(W)     ADJUSTED  
 DS1313* NAVD 88     -      1485.5    (meters)    4874.     (feet)  VERTCON   
 DS1313  ___________________________________________________________________
 DS1313  LAPLACE CORR-          -2.96  (seconds)                    DEFLEC99
 DS1313  GEOID HEIGHT-         -22.48  (meters)                     GEOID03
 DS1313
 DS1313  HORZ ORDER  -  SECOND
 DS1313
 DS1313.The horizontal coordinates were established by classical geodetic methods
 DS1313.and adjusted by the National Geodetic Survey in December 1993..
 DS1313
 DS1313.The NAVD 88 height was computed by applying the VERTCON shift value to
 DS1313.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DS1313
 DS1313.The Laplace correction was computed from DEFLEC99 derived deflections.
 DS1313
 DS1313.The geoid height was determined by GEOID03.
 DS1313
 DS1313;                    North         East     Units Scale Factor Converg.
 DS1313;SPC NM C     -   317,601.580   439,047.701   MT  0.99994578   -0 22 01.5
 DS1313;SPC NM C     - 1,041,997.85  1,440,442.33   sFT  0.99994578   -0 22 01.5
 DS1313;UTM  13      - 3,748,552.177   323,433.602   MT  0.99998433   -1 03 49.8
 DS1313
 DS1313!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS1313!SPC NM C     -   0.99977037  x   0.99994578  =   0.99971617
 DS1313!UTM  13      -   0.99977037  x   0.99998433  =   0.99975471
 DS1313
 DS1313:                Primary Azimuth Mark                     Grid Az
 DS1313:SPC NM C     -  3310645013                               026 53 53.3
 DS1313:UTM  13      -  3310645013                               027 35 41.6
 DS1313
 DS1313|---------------------------------------------------------------------|
 DS1313| PID    Reference Object                     Distance      Geod. Az  |
 DS1313|                                                           dddmmss.s |
 DS1313| DS1327 3310645013                          APPROX. 2.2 KM 0263151.8 |
 DS1313|---------------------------------------------------------------------|
 DS1313
 DS1313                          SUPERSEDED SURVEY CONTROL
 DS1313
 DS1313  NAD 83(1986)-  33 51 45.09190(N)    106 54 31.56195(W) AD(       ) 2
 DS1313  NAD 27      -  33 51 44.85215(N)    106 54 29.45617(W) AD(       ) 2
 DS1313  NGVD 29 (07/19/86) 1484.8    (m)         4871.     (f) VERT ANG       
 DS1313
 DS1313.Superseded values are not recommended for survey control.
 DS1313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS1313.See file dsdata.txt to determine how the superseded data were derived.
 DS1313
 DS1313_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT2343448552(NAD 83)
 DS1313_MARKER: DD = SURVEY DISK
 DS1313_SETTING: 0 = UNSPECIFIED SETTING
 DS1313_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DS1313
 DS1313  HISTORY     - Date     Condition        Report By
 DS1313  HISTORY     - 1974     MONUMENTED       NMHD
 DS1313
 DS1313                          STATION DESCRIPTION
 DS1313
 DS1313'DESCRIBED BY NM HIGHWAY DEPT 1974 (CWW)
 DS1313'THE STATION IS LOCATED IN SOCORRO COUNTY ALONG INTERSTATE 25 AND
 DS1313'IS ABOUT 4.5 MILES AIRLINE SOUTH-SOUTHWEST OF SAN ANTONIO, NEW
 DS1313'MEXICO.
 DS1313'
 DS1313'TO REACH FROM THE INTERSECTION OF STATE ROAD 1 AND U.S. 380
 DS1313'IN SAN ANTONIO GO WEST 0.7 MILES TO THE INTERSTATE 25
 DS1313'INTERCHANGE.  ENTER THE INTERSTATE AND GO SOUTH 4.45 MILES TO
 DS1313'THE STATION ON THE RIGHT.  THE STATION IS 124 FEET WEST OF THE
 DS1313'CENTERLINE OF THE SOUTH-BOUND LANE AND IS 18 FEET EAST OF THE
 DS1313'WEST RIGHT OF WAY FENCE ON TOP OF A DEEP HIGHWAY CUT.
 DS1313'
 DS1313'THE STATION IS A STANDARD NEW MEXICO HIGHWAY COMMISSION DISK SET
 DS1313'IN A CONCRETE MONUMENT PROJECTING ABOUT SIX INCHES ABOVE THE
 DS1313'GROUND AND STAMPED 3310645012, 1974.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS1327 ***********************************************************************
 DS1327  DESIGNATION -  3310645013
 DS1327  PID         -  DS1327
 DS1327  STATE/COUNTY-  NM/SOCORRO
 DS1327  USGS QUAD   -  LUIS LOPEZ (1982)
 DS1327
 DS1327                         *CURRENT SURVEY CONTROL
 DS1327  ___________________________________________________________________
 DS1327* NAD 83(1992)-  33 52 49.06549(N)    106 53 53.26084(W)     ADJUSTED  
 DS1327* NAVD 88     -      1470.3    (meters)    4824.     (feet)  VERTCON   
 DS1327  ___________________________________________________________________
 DS1327  LAPLACE CORR-          -2.34  (seconds)                    DEFLEC99
 DS1327  GEOID HEIGHT-         -22.48  (meters)                     GEOID03
 DS1327
 DS1327  HORZ ORDER  -  SECOND
 DS1327
 DS1327.The horizontal coordinates were established by classical geodetic methods
 DS1327.and adjusted by the National Geodetic Survey in December 1993..
 DS1327
 DS1327.The NAVD 88 height was computed by applying the VERTCON shift value to
 DS1327.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DS1327
 DS1327.The Laplace correction was computed from DEFLEC99 derived deflections.
 DS1327
 DS1327.The geoid height was determined by GEOID03.
 DS1327
 DS1327;                    North         East     Units Scale Factor Converg.
 DS1327;SPC NM C     -   319,566.494   440,044.481   MT  0.99994430   -0 21 40.7
 DS1327;SPC NM C     - 1,048,444.41  1,443,712.60   sFT  0.99994430   -0 21 40.7
 DS1327;UTM  13      - 3,750,504.893   324,454.246   MT  0.99997990   -1 03 30.2
 DS1327
 DS1327!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS1327!SPC NM C     -   0.99977276  x   0.99994430  =   0.99971707
 DS1327!UTM  13      -   0.99977276  x   0.99997990  =   0.99975267
 DS1327
 DS1327:                Primary Azimuth Mark                     Grid Az
 DS1327:SPC NM C     -  3310645014                               021 18 29.5
 DS1327:UTM  13      -  3310645014                               022 00 19.0
 DS1327
 DS1327|---------------------------------------------------------------------|
 DS1327| PID    Reference Object                     Distance      Geod. Az  |
 DS1327|                                                           dddmmss.s |
 DS1327| DS1326 3310645014                          APPROX. 2.3 KM 0205648.8 |
 DS1327|---------------------------------------------------------------------|
 DS1327
 DS1327                          SUPERSEDED SURVEY CONTROL
 DS1327
 DS1327  NAD 83(1986)-  33 52 49.07259(N)    106 53 53.26292(W) AD(       ) 2
 DS1327  NAD 27      -  33 52 48.83323(N)    106 53 51.15959(W) AD(       ) 2
 DS1327  NGVD 29 (07/19/86) 1469.6    (m)         4822.     (f) VERT ANG       
 DS1327
 DS1327.Superseded values are not recommended for survey control.
 DS1327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS1327.See file dsdata.txt to determine how the superseded data were derived.
 DS1327
 DS1327_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT2445450505(NAD 83)
 DS1327_MARKER: DD = SURVEY DISK
 DS1327_SETTING: 0 = UNSPECIFIED SETTING
 DS1327_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DS1327
 DS1327  HISTORY     - Date     Condition        Report By
 DS1327  HISTORY     - 1974     MONUMENTED       NMHD
 DS1327
 DS1327                          STATION DESCRIPTION
 DS1327
 DS1327'DESCRIBED BY NM HIGHWAY DEPT 1974 (CWW)
 DS1327'THE STATION IS LOCATED IN SOCORRO COUNTY ALONG INTERSTATE 25 AND
 DS1327'IS ABOUT 3.2 MILES AIRLINE SOUTHWEST OF SAN ANTONIO, NEW MEXICO.
 DS1327'
 DS1327'TO REACH FROM THE INTERSECTION OF STATE ROAD 1 AND U.S. 380 IN
 DS1327'SAN ANTONIO GO WEST 0.7 MILES TO THE INTERSTATE 25
 DS1327'INTERCHANGE.  ENTER THE INTERSTATE AND GO SOUTH 3.1 MILES TO THE
 DS1327'STATION ON THE LEFT.  THE STATION IS 229 FEET EAST OF THE
 DS1327'CENTERLINE OF THE SOUTH-BOUND LANE AND IS 16 FEET EAST OF THE
 DS1327'EAST RIGHT OF WAY FENCE ON TOP OF A DEEP HIGHWAY CUT.
 DS1327'
 DS1327'THE STATION IS A STANDARD NEW MEXICO HIGHWAY COMMISSION DISK SET
 DS1327'IN A CONCRETE MONUMENT PROJECTING ABOUT SIX INCHES ABOVE THE
 DS1327'GROUND AND STAMPED 3310645013, 1974.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS1326 ***********************************************************************
 DS1326  DESIGNATION -  3310645014
 DS1326  PID         -  DS1326
 DS1326  STATE/COUNTY-  NM/SOCORRO
 DS1326  USGS QUAD   -  LUIS LOPEZ (1982)
 DS1326
 DS1326                         *CURRENT SURVEY CONTROL
 DS1326  ___________________________________________________________________
 DS1326* NAD 83(1992)-  33 53 59.06530(N)    106 53 21.12580(W)     ADJUSTED  
 DS1326* NAVD 88     -      1429.7    (meters)    4691.     (feet)  VERTCON   
 DS1326  ___________________________________________________________________
 DS1326  LAPLACE CORR-          -1.82  (seconds)                    DEFLEC99
 DS1326  GEOID HEIGHT-         -22.46  (meters)                     GEOID03
 DS1326
 DS1326  HORZ ORDER  -  SECOND
 DS1326
 DS1326.The horizontal coordinates were established by classical geodetic methods
 DS1326.and adjusted by the National Geodetic Survey in December 1993..
 DS1326
 DS1326.The NAVD 88 height was computed by applying the VERTCON shift value to
 DS1326.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DS1326
 DS1326.The Laplace correction was computed from DEFLEC99 derived deflections.
 DS1326
 DS1326.The geoid height was determined by GEOID03.
 DS1326
 DS1326;                    North         East     Units Scale Factor Converg.
 DS1326;SPC NM C     -   321,717.938   440,883.653   MT  0.99994307   -0 21 23.5
 DS1326;SPC NM C     - 1,055,502.93  1,446,465.78   sFT  0.99994307   -0 21 23.5
 DS1326;UTM  13      - 3,752,646.039   325,319.567   MT  0.99997616   -1 03 14.2
 DS1326
 DS1326!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS1326!SPC NM C     -   0.99977913  x   0.99994307  =   0.99972221
 DS1326!UTM  13      -   0.99977913  x   0.99997616  =   0.99975530
 DS1326
 DS1326:                Primary Azimuth Mark                     Grid Az
 DS1326:SPC NM C     -  3310645002                               025 13 31.7
 DS1326:UTM  13      -  3310645002                               025 55 22.4
 DS1326
 DS1326|---------------------------------------------------------------------|
 DS1326| PID    Reference Object                     Distance      Geod. Az  |
 DS1326|                                                           dddmmss.s |
 DS1326| DS1322 3310645002                          APPROX. 2.0 KM 0245208.2 |
 DS1326|---------------------------------------------------------------------|
 DS1326
 DS1326                          SUPERSEDED SURVEY CONTROL
 DS1326
 DS1326  NAD 83(1986)-  33 53 59.07238(N)    106 53 21.12786(W) AD(       ) 2
 DS1326  NAD 27      -  33 53 58.83333(N)    106 53 19.02666(W) AD(       ) 2
 DS1326  NGVD 29 (07/19/86) 1429.0    (m)         4688.     (f) VERT ANG       
 DS1326
 DS1326.Superseded values are not recommended for survey control.
 DS1326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS1326.See file dsdata.txt to determine how the superseded data were derived.
 DS1326
 DS1326_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT2532052646(NAD 83)
 DS1326_MARKER: DD = SURVEY DISK
 DS1326_SETTING: 0 = UNSPECIFIED SETTING
 DS1326_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DS1326
 DS1326  HISTORY     - Date     Condition        Report By
 DS1326  HISTORY     - 1974     MONUMENTED       NMHD
 DS1326
 DS1326                          STATION DESCRIPTION
 DS1326
 DS1326'DESCRIBED BY NM HIGHWAY DEPT 1974 (CWW)
 DS1326'THE STATION IS LOCATED IN SOCORRO COUNTY ALONG INTERSTATE 25 AND
 DS1326'IS ABOUT 1.8 MILES AIRLINE SOUTHWEST OF SAN ANTONIO, NEW MEXICO.
 DS1326'
 DS1326'TO REACH FROM THE INTERSECTION OF STATE ROAD 1 AND U.S. 380 IN
 DS1326'SAN ANTONIO GO WEST 0.7 MILES TO THE INTERSTATE 25
 DS1326'INTERCHANGE.  ENTER THE INTERSTATE AND GO SOUTH 1.7 MILES TO THE
 DS1326'STATION ON THE RIGHT.  THE STATION IS 78 FEET WEST OF THE
 DS1326'CENTERLINE OF THE SOUTH-BOUND LANE AND IS 97 FEET EAST OF THE
 DS1326'WEST RIGHT OF WAY FENCE ON A SHALLOW HIGHWAY CUT ACROSS FROM A
 DS1326'SIGN EXIT 1 MILE.
 DS1326'
 DS1326'THE STATION IS A STANDARD NEW MEXICO HIGHWAY COMMISSION DISK SET
 DS1326'IN A CONCRETE MONUMENT PROJECTING ABOUT SIX INCHES ABOVE THE
 DS1326'GROUND AND STAMPED 3310645014, 1974.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS1382 ***********************************************************************
 DS1382  DESIGNATION -  3310715001
 DS1382  PID         -  DS1382
 DS1382  STATE/COUNTY-  NM/SOCORRO
 DS1382  USGS QUAD   -  ROMERO CANYON (1980)
 DS1382
 DS1382                         *CURRENT SURVEY CONTROL
 DS1382  ___________________________________________________________________
 DS1382* NAD 83(1992)-  33 29 52.57016(N)    107 12 38.40642(W)     ADJUSTED  
 DS1382* NAVD 88     -      1543.6    (meters)    5064.     (feet)  VERTCON   
 DS1382  ___________________________________________________________________
 DS1382  LAPLACE CORR-          -3.59  (seconds)                    DEFLEC99
 DS1382  GEOID HEIGHT-         -22.90  (meters)                     GEOID03
 DS1382
 DS1382  HORZ ORDER  -  SECOND
 DS1382
 DS1382.The horizontal coordinates were established by classical geodetic methods
 DS1382.and adjusted by the National Geodetic Survey in December 1993..
 DS1382
 DS1382.The NAVD 88 height was computed by applying the VERTCON shift value to
 DS1382.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DS1382
 DS1382.The Laplace correction was computed from DEFLEC99 derived deflections.
 DS1382
 DS1382.The geoid height was determined by GEOID03.
 DS1382
 DS1382;                    North         East     Units Scale Factor Converg.
 DS1382;SPC NM C     -   277,384.599   410,737.405   MT  0.99999820   -0 31 48.8
 DS1382;SPC NM C     -   910,052.64  1,347,560.97   sFT  0.99999820   -0 31 48.8
 DS1382;UTM  13      - 3,708,677.615   294,636.288   MT  1.00011998   -1 13 13.8
 DS1382
 DS1382!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS1382!SPC NM C     -   0.99976131  x   0.99999820  =   0.99975951
 DS1382!UTM  13      -   0.99976131  x   1.00011998  =   0.99988126
 DS1382
 DS1382:                Primary Azimuth Mark                     Grid Az
 DS1382:SPC NM C     -  3310715002                               024 25 50.7
 DS1382:UTM  13      -  3310715002                               025 07 15.7
 DS1382
 DS1382|---------------------------------------------------------------------|
 DS1382| PID    Reference Object                     Distance      Geod. Az  |
 DS1382|                                                           dddmmss.s |
 DS1382| DS1357 3310715002                          APPROX. 1.7 KM 0235401.9 |
 DS1382|---------------------------------------------------------------------|
 DS1382
 DS1382                          SUPERSEDED SURVEY CONTROL
 DS1382
 DS1382  NAD 83(1986)-  33 29 52.57771(N)    107 12 38.40889(W) AD(       ) 2
 DS1382  NAD 27      -  33 29 52.32878(N)    107 12 36.28845(W) AD(       ) 2
 DS1382  NGVD 29 (07/19/86) 1542.9    (m)         5062.     (f) VERT ANG       
 DS1382
 DS1382.Superseded values are not recommended for survey control.
 DS1382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS1382.See file dsdata.txt to determine how the superseded data were derived.
 DS1382
 DS1382_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBT9463608678(NAD 83)
 DS1382_MARKER: DD = SURVEY DISK
 DS1382_SETTING: 0 = UNSPECIFIED SETTING
 DS1382_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DS1382
 DS1382  HISTORY     - Date     Condition        Report By
 DS1382  HISTORY     - 1974     MONUMENTED       NMHD
 DS1382
 DS1382                          STATION DESCRIPTION
 DS1382
 DS1382'DESCRIBED BY NM HIGHWAY DEPT 1974 (CWW)
 DS1382'THE STATION IS LOCATED IN SOCORRO COUNTY ALONG INTERSTATE 25 AND
 DS1382'IS ABOUT 25.6 MILES AIRLINE NORTH OF TRUTH OR CONSEQUENCES,
 DS1382'NEW MEXICO.
 DS1382'
 DS1382'TO REACH FROM THE INTERSECTION OF U.S.85 (BROADWAY) AND S.R.51
 DS1382'IN DOWNTOWN T OR C, GO NORTH ON U.S.85 1.80 MILES TO THE NORTH
 DS1382'I-25 ON RAMP, CONTINUE NORTH ON I-25 26.55 MILES TO THE STATION ON
 DS1382'THE LEFT.  THE STATION IS 117 FEET WEST OF THE CENTER OF THE
 DS1382'SOUTH-BOUND LANE OF I-25.  IT IS ON TOP OF A LARGE CUT, 2 FEET
 DS1382'EAST OF THE R/W FENCE.
 DS1382'
 DS1382'THE STATION IS A STANDARD NEW MEXICO HIGHWAY COMMISSION DISK SET
 DS1382'IN A CONCRETE MONUMENT PROJECTING ABOUT SIX INCHES ABOVE THE
 DS1382'GROUND AND STAMPED 3310715001, 1974.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS1357 ***********************************************************************
 DS1357  DESIGNATION -  3310715002
 DS1357  PID         -  DS1357
 DS1357  STATE/COUNTY-  NM/SOCORRO
 DS1357  USGS QUAD   -  BLACK HILL (1980)
 DS1357
 DS1357                         *CURRENT SURVEY CONTROL
 DS1357  ___________________________________________________________________
 DS1357* NAD 83(1992)-  33 30 43.37176(N)    107 12 11.53079(W)     ADJUSTED  
 DS1357* NAVD 88     -      1540.7    (meters)    5055.     (feet)  VERTCON   
 DS1357  ___________________________________________________________________
 DS1357  LAPLACE CORR-          -3.66  (seconds)                    DEFLEC99
 DS1357  GEOID HEIGHT-         -22.89  (meters)                     GEOID03
 DS1357
 DS1357  HORZ ORDER  -  SECOND
 DS1357
 DS1357.The horizontal coordinates were established by classical geodetic methods
 DS1357.and adjusted by the National Geodetic Survey in December 1993..
 DS1357
 DS1357.The NAVD 88 height was computed by applying the VERTCON shift value to
 DS1357.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DS1357
 DS1357.The Laplace correction was computed from DEFLEC99 derived deflections.
 DS1357
 DS1357.The geoid height was determined by GEOID03.
 DS1357
 DS1357;                    North         East     Units Scale Factor Converg.
 DS1357;SPC NM C     -   278,943.295   411,445.473   MT  0.99999665   -0 31 34.7
 DS1357;SPC NM C     -   915,166.46  1,349,884.02   sFT  0.99999665   -0 31 34.7
 DS1357;UTM  13      - 3,710,227.852   295,363.175   MT  1.00011630   -1 13 00.6
 DS1357
 DS1357!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS1357!SPC NM C     -   0.99976177  x   0.99999665  =   0.99975842
 DS1357!UTM  13      -   0.99976177  x   1.00011630  =   0.99987804
 DS1357
 DS1357:                Primary Azimuth Mark                     Grid Az
 DS1357:SPC NM C     -  3310715003                               024 23 03.4
 DS1357:UTM  13      -  3310715003                               025 04 29.3
 DS1357
 DS1357|---------------------------------------------------------------------|
 DS1357| PID    Reference Object                     Distance      Geod. Az  |
 DS1357|                                                           dddmmss.s |
 DS1357| DS1356 3310715003                          APPROX. 1.5 KM 0235128.7 |
 DS1357|---------------------------------------------------------------------|
 DS1357
 DS1357                          SUPERSEDED SURVEY CONTROL
 DS1357
 DS1357  NAD 83(1986)-  33 30 43.37928(N)    107 12 11.53330(W) AD(       ) 2
 DS1357  NAD 27      -  33 30 43.13131(N)    107 12 09.41312(W) AD(       ) 2
 DS1357  NGVD 29 (07/19/86) 1540.0    (m)         5052.     (f) VERT ANG       
 DS1357
 DS1357.Superseded values are not recommended for survey control.
 DS1357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS1357.See file dsdata.txt to determine how the superseded data were derived.
 DS1357
 DS1357_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBT9536310228(NAD 83)
 DS1357_MARKER: DD = SURVEY DISK
 DS1357_SETTING: 0 = UNSPECIFIED SETTING
 DS1357_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DS1357
 DS1357  HISTORY     - Date     Condition        Report By
 DS1357  HISTORY     - 1974     MONUMENTED       NMHD
 DS1357
 DS1357                          STATION DESCRIPTION
 DS1357
 DS1357'DESCRIBED BY NM HIGHWAY DEPT 1974 (CWW)
 DS1357'THE STATION IS LOCATED IN SOCORRO COUNTY ALONG INTERSTATE 25 AND
 DS1357'IS ABOUT 26.6 MILES AIRLINE NORTH OF TRUTH OR CONSEQUENCES, NEW
 DS1357'MEXICO.
 DS1357'
 DS1357'TO REACH FROM THE INTERSECTION OF U.S.85 (BROADWAY) AND S.R.51
 DS1357'IN DOWNTOWN T OR C, GO NORTH ON U.S.85 1.80 MILES TO THE NORTH
 DS1357'I-25 ON RAMP, CONTINUE NORTH ON I-25 27.5 MILES TO THE STATION ON
 DS1357'THE LEFT.  THE STATION IS 117 FEET WEST OF THE CENTER OF THE
 DS1357'SOUTH-BOUND LANE OF I-25.  IT IS ON TOP OF A LARGE CUT, 2 FEET
 DS1357'EAST OF THE R/W FENCE.
 DS1357'
 DS1357'THE STATION IS A STANDARD NEW MEXICO HIGHWAY COMMISSION DISK SET
 DS1357'IN A CONCRETE MONUMENT PROJECTING ABOUT SIX INCHES ABOVE THE
 DS1357'GROUND AND STAMPED 3310715002, 1974.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS1356 ***********************************************************************
 DS1356  DESIGNATION -  3310715003
 DS1356  PID         -  DS1356
 DS1356  STATE/COUNTY-  NM/SOCORRO
 DS1356  USGS QUAD   -  BLACK HILL (1980)
 DS1356
 DS1356                         *CURRENT SURVEY CONTROL
 DS1356  ___________________________________________________________________
 DS1356* NAD 83(1992)-  33 31 26.94031(N)    107 11 48.52468(W)     ADJUSTED  
 DS1356* NAVD 88     -      1538.6    (meters)    5048.     (feet)  VERTCON   
 DS1356  ___________________________________________________________________
 DS1356  LAPLACE CORR-          -3.64  (seconds)                    DEFLEC99
 DS1356  GEOID HEIGHT-         -22.88  (meters)                     GEOID03
 DS1356
 DS1356  HORZ ORDER  -  SECOND
 DS1356
 DS1356.The horizontal coordinates were established by classical geodetic methods
 DS1356.and adjusted by the National Geodetic Survey in December 1993..
 DS1356
 DS1356.The NAVD 88 height was computed by applying the VERTCON shift value to
 DS1356.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DS1356
 DS1356.The Laplace correction was computed from DEFLEC99 derived deflections.
 DS1356
 DS1356.The geoid height was determined by GEOID03.
 DS1356
 DS1356;                    North         East     Units Scale Factor Converg.
 DS1356;SPC NM C     -   280,280.116   412,051.442   MT  0.99999533   -0 31 22.6
 DS1356;SPC NM C     -   919,552.35  1,351,872.11   sFT  0.99999533   -0 31 22.6
 DS1356;UTM  13      - 3,711,557.431   295,985.287   MT  1.00011316   -1 12 49.3
 DS1356
 DS1356!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS1356!SPC NM C     -   0.99976210  x   0.99999533  =   0.99975743
 DS1356!UTM  13      -   0.99976210  x   1.00011316  =   0.99987523
 DS1356
 DS1356:                Primary Azimuth Mark                     Grid Az
 DS1356:SPC NM C     -  3310715004                               024 57 17.8
 DS1356:UTM  13      -  3310715004                               025 38 44.5
 DS1356
 DS1356|---------------------------------------------------------------------|
 DS1356| PID    Reference Object                     Distance      Geod. Az  |
 DS1356|                                                           dddmmss.s |
 DS1356| DS1355 3310715004                          APPROX. 2.2 KM 0242555.2 |
 DS1356|---------------------------------------------------------------------|
 DS1356
 DS1356                          SUPERSEDED SURVEY CONTROL
 DS1356
 DS1356  NAD 83(1986)-  33 31 26.94786(N)    107 11 48.52720(W) AD(       ) 2
 DS1356  NAD 27      -  33 31 26.70097(N)    107 11 46.40736(W) AD(       ) 2
 DS1356  NGVD 29 (07/19/86) 1537.9    (m)         5046.     (f) VERT ANG       
 DS1356
 DS1356.Superseded values are not recommended for survey control.
 DS1356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS1356.See file dsdata.txt to determine how the superseded data were derived.
 DS1356
 DS1356_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBT9598511557(NAD 83)
 DS1356_MARKER: DD = SURVEY DISK
 DS1356_SETTING: 0 = UNSPECIFIED SETTING
 DS1356_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DS1356
 DS1356  HISTORY     - Date     Condition        Report By
 DS1356  HISTORY     - 1974     MONUMENTED       NMHD
 DS1356
 DS1356                          STATION DESCRIPTION
 DS1356
 DS1356'DESCRIBED BY NM HIGHWAY DEPT 1974 (CWW)
 DS1356'THE STATION IS LOCATED IN SOCORRO COUNTY ALONG INTERSTATE 25 AND
 DS1356'IS ABOUT 27.5 MILES AIRLINE NORTH OF TRUTH OR CONSEQUENCES, NEW
 DS1356'MEXICO.
 DS1356'
 DS1356'TO REACH FROM THE INTERSECTION OF U.S.85 (BROADWAY) AND S.R.51
 DS1356'IN DOWNTOWN T OR C, GO NORTH ON U.S.85 1.80 MILES TO THE NORTH
 DS1356'I-25 ON RAMP, CONTINUE NORTH ON I-25 28.5 MILES TO THE STATION ON
 DS1356'THE LEFT.  THE STATION IS 117 FEET WEST OF THE CENTER OF THE
 DS1356'SOUTH-BOUND LANE OF I-25.  IT IS ON TOP OF A LARGE CUT, 2 FEET
 DS1356'EAST OF THE R/W FENCE.
 DS1356'
 DS1356'THE STATION IS A STANDARD NEW MEXICO HIGHWAY COMMISSION DISK SET
 DS1356'IN A CONCRETE MONUMENT PROJECTING ABOUT SIX INCHES ABOVE THE
 DS1356'GROUND AND STAMPED 3310715003, 1974.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS1355 ***********************************************************************
 DS1355  DESIGNATION -  3310715004
 DS1355  PID         -  DS1355
 DS1355  STATE/COUNTY-  NM/SOCORRO
 DS1355  USGS QUAD   -  BLACK HILL (1980)
 DS1355
 DS1355                         *CURRENT SURVEY CONTROL
 DS1355  ___________________________________________________________________
 DS1355* NAD 83(1992)-  33 32 31.73130(N)    107 11 13.37377(W)     ADJUSTED  
 DS1355* NAVD 88     -      1547.8    (meters)    5078.     (feet)  VERTCON   
 DS1355  ___________________________________________________________________
 DS1355  LAPLACE CORR-          -3.53  (seconds)                    DEFLEC99
 DS1355  GEOID HEIGHT-         -22.86  (meters)                     GEOID03
 DS1355
 DS1355  HORZ ORDER  -  SECOND
 DS1355
 DS1355.The horizontal coordinates were established by classical geodetic methods
 DS1355.and adjusted by the National Geodetic Survey in December 1993..
 DS1355
 DS1355.The NAVD 88 height was computed by applying the VERTCON shift value to
 DS1355.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DS1355
 DS1355.The Laplace correction was computed from DEFLEC99 derived deflections.
 DS1355
 DS1355.The geoid height was determined by GEOID03.
 DS1355
 DS1355;                    North         East     Units Scale Factor Converg.
 DS1355;SPC NM C     -   282,267.960   412,976.492   MT  0.99999334   -0 31 04.1
 DS1355;SPC NM C     -   926,074.13  1,354,907.04   sFT  0.99999334   -0 31 04.1
 DS1355;UTM  13      - 3,713,534.205   296,934.350   MT  1.00010840   -1 12 31.9
 DS1355
 DS1355!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS1355!SPC NM C     -   0.99976065  x   0.99999334  =   0.99975399
 DS1355!UTM  13      -   0.99976065  x   1.00010840  =   0.99986902
 DS1355
 DS1355:                Primary Azimuth Mark                     Grid Az
 DS1355:SPC NM C     -  3310715005                               026 38 53.7
 DS1355:UTM  13      -  3310715005                               027 20 21.5
 DS1355
 DS1355|---------------------------------------------------------------------|
 DS1355| PID    Reference Object                     Distance      Geod. Az  |
 DS1355|                                                           dddmmss.s |
 DS1355| DS1354 3310715005                          APPROX. 2.1 KM 0260749.6 |
 DS1355|---------------------------------------------------------------------|
 DS1355
 DS1355                          SUPERSEDED SURVEY CONTROL
 DS1355
 DS1355  NAD 83(1986)-  33 32 31.73887(N)    107 11 13.37630(W) AD(       ) 2
 DS1355  NAD 27      -  33 32 31.49366(N)    107 11 11.25726(W) AD(       ) 2
 DS1355  NGVD 29 (07/19/86) 1547.1    (m)         5076.     (f) VERT ANG       
 DS1355
 DS1355.Superseded values are not recommended for survey control.
 DS1355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS1355.See file dsdata.txt to determine how the superseded data were derived.
 DS1355
 DS1355_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBT9693413534(NAD 83)
 DS1355_MARKER: DD = SURVEY DISK
 DS1355_SETTING: 0 = UNSPECIFIED SETTING
 DS1355_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DS1355
 DS1355  HISTORY     - Date     Condition        Report By
 DS1355  HISTORY     - 1974     MONUMENTED       NMHD
 DS1355
 DS1355                          STATION DESCRIPTION
 DS1355
 DS1355'DESCRIBED BY NM HIGHWAY DEPT 1974 (CWW)
 DS1355'THE STATION IS LOCATED IN SOCORRO COUNTY ALONG INTERSTATE 25 AND
 DS1355'IS ABOUT 28.8 MILES AIRLINE NORTH OF TRUTH OR CONSEQUENCES,
 DS1355'NEW MEXICO.
 DS1355'
 DS1355'TO REACH FROM THE INTERSECTION OF U.S.85 (BROADWAY) AND S.R.51
 DS1355'IN DOWNTOWN T OR C, GO NORTH ON U.S.85 1.80 MILES TO THE NORTH
 DS1355'I-25 ON RAMP, CONTINUE NORTH ON I-25 30.05 MILES TO THE STATION
 DS1355'ON THE LEFT.  THE STATION IS 50 FEET WEST OF THE CENTER OF THE
 DS1355'SOUTH-BOUND LANE OF I-25.  IT IS NEXT TO A DANGEROUS CROSSWINDS
 DS1355'SIGN, 120 FEET EAST OF THE R/W FENCE.
 DS1355'
 DS1355'THE STATION IS A STANDARD NEW MEXICO HIGHWAY COMMISSION DISK SET
 DS1355'IN A CONCRETE MONUMENT PROJECTING ABOUT SIX INCHES ABOVE THE
 DS1355'GROUND AND STAMPED 3310715004, 1974.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS1354 ***********************************************************************
 DS1354  DESIGNATION -  3310715005
 DS1354  PID         -  DS1354
 DS1354  STATE/COUNTY-  NM/SOCORRO
 DS1354  USGS QUAD   -  BLACK HILL (1980)
 DS1354
 DS1354                         *CURRENT SURVEY CONTROL
 DS1354  ___________________________________________________________________
 DS1354* NAD 83(1992)-  33 33 34.03165(N)    107 10 36.86887(W)     ADJUSTED  
 DS1354* NAVD 88     -      1544.1    (meters)    5066.     (feet)  VERTCON   
 DS1354  ___________________________________________________________________
 DS1354  LAPLACE CORR-          -3.46  (seconds)                    DEFLEC99
 DS1354  GEOID HEIGHT-         -22.86  (meters)                     GEOID03
 DS1354
 DS1354  HORZ ORDER  -  SECOND
 DS1354
 DS1354.The horizontal coordinates were established by classical geodetic methods
 DS1354.and adjusted by the National Geodetic Survey in December 1993..
 DS1354
 DS1354.The NAVD 88 height was computed by applying the VERTCON shift value to
 DS1354.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DS1354
 DS1354.The Laplace correction was computed from DEFLEC99 derived deflections.
 DS1354
 DS1354.The geoid height was determined by GEOID03.
 DS1354
 DS1354;                    North         East     Units Scale Factor Converg.
 DS1354;SPC NM C     -   284,178.846   413,935.410   MT  0.99999129   -0 30 44.7
 DS1354;SPC NM C     -   932,343.43  1,358,053.09   sFT  0.99999129   -0 30 44.7
 DS1354;UTM  13      - 3,715,433.599   297,916.363   MT  1.00010349   -1 12 13.7
 DS1354
 DS1354!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS1354!SPC NM C     -   0.99976123  x   0.99999129  =   0.99975252
 DS1354!UTM  13      -   0.99976123  x   1.00010349  =   0.99986470
 DS1354
 DS1354:                Primary Azimuth Mark                     Grid Az
 DS1354:SPC NM C     -  3310715006                               020 25 47.5
 DS1354:UTM  13      -  3310715006                               021 07 16.5
 DS1354
 DS1354|---------------------------------------------------------------------|
 DS1354| PID    Reference Object                     Distance      Geod. Az  |
 DS1354|                                                           dddmmss.s |
 DS1354| DS1353 3310715006                          APPROX. 1.7 KM 0195502.8 |
 DS1354|---------------------------------------------------------------------|
 DS1354
 DS1354                          SUPERSEDED SURVEY CONTROL
 DS1354
 DS1354  NAD 83(1986)-  33 33 34.03921(N)    107 10 36.87142(W) AD(       ) 2
 DS1354  NAD 27      -  33 33 33.79562(N)    107 10 34.75326(W) AD(       ) 2
 DS1354  NGVD 29 (07/19/86) 1543.4    (m)         5064.     (f) VERT ANG       
 DS1354
 DS1354.Superseded values are not recommended for survey control.
 DS1354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS1354.See file dsdata.txt to determine how the superseded data were derived.
 DS1354
 DS1354_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBT9791615434(NAD 83)
 DS1354_MARKER: DD = SURVEY DISK
 DS1354_SETTING: 0 = UNSPECIFIED SETTING
 DS1354_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DS1354
 DS1354  HISTORY     - Date     Condition        Report By
 DS1354  HISTORY     - 1974     MONUMENTED       NMHD
 DS1354
 DS1354                          STATION DESCRIPTION
 DS1354
 DS1354'DESCRIBED BY NM HIGHWAY DEPT 1974 (CWW)
 DS1354'THE STATION IS LOCATED IN SOCORRO COUNTY ALONG INTERSTATE 25 AND
 DS1354'IS ABOUT 30.1 MILES AIRLINE NORTH OF TRUTH OR CONSEQUENCES, NEW
 DS1354'MEXICO.
 DS1354'
 DS1354'TO REACH FROM THE INTERSECTION OF U.S.85 (BROADWAY) AND S.R.51
 DS1354'IN DOWNTOWN T OR C, GO NORTH ON U.S.85 1.80 MILES TO THE NORTH
 DS1354'I-25 ON RAMP, CONTINUE NORTH ON I-25 31.45 MILES TO THE STATION
 DS1354'ON THE RIGHT.  THE STATION IS 129 FEET EAST OF THE CENTER OF THE
 DS1354'NORTH-BOUND LANE OF I-25.  IT IS ON A SHALLOW CUT, 2 FEET EAST
 DS1354'OF THE R/W FENCE.
 DS1354'
 DS1354'THE STATION IS A STANDARD NEW MEXICO HIGHWAY COMMISSION DISK SET
 DS1354'IN A CONCRETE MONUMENT PROJECTING ABOUT SIX INCHES ABOVE THE
 DS1354'GROUND AND STAMPED 3310715005, 1974.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS1353 ***********************************************************************
 DS1353  DESIGNATION -  3310715006
 DS1353  PID         -  DS1353
 DS1353  STATE/COUNTY-  NM/SOCORRO
 DS1353  USGS QUAD   -  BLACK HILL (1980)
 DS1353
 DS1353                         *CURRENT SURVEY CONTROL
 DS1353  ___________________________________________________________________
 DS1353* NAD 83(1992)-  33 34 25.36419(N)    107 10 14.64861(W)     ADJUSTED  
 DS1353* NAVD 88     -      1529.6    (meters)    5018.     (feet)  VERTCON   
 DS1353  ___________________________________________________________________
 DS1353  LAPLACE CORR-          -3.53  (seconds)                    DEFLEC99
 DS1353  GEOID HEIGHT-         -22.84  (meters)                     GEOID03
 DS1353
 DS1353  HORZ ORDER  -  SECOND
 DS1353
 DS1353.The horizontal coordinates were established by classical geodetic methods
 DS1353.and adjusted by the National Geodetic Survey in December 1993..
 DS1353
 DS1353.The NAVD 88 height was computed by applying the VERTCON shift value to
 DS1353.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DS1353
 DS1353.The Laplace correction was computed from DEFLEC99 derived deflections.
 DS1353
 DS1353.The geoid height was determined by GEOID03.
 DS1353
 DS1353;                    North         East     Units Scale Factor Converg.
 DS1353;SPC NM C     -   285,755.194   414,522.588   MT  0.99999005   -0 30 33.1
 DS1353;SPC NM C     -   937,515.17  1,359,979.52   sFT  0.99999005   -0 30 33.1
 DS1353;UTM  13      - 3,717,002.921   298,522.590   MT  1.00010047   -1 12 03.0
 DS1353
 DS1353!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS1353!SPC NM C     -   0.99976350  x   0.99999005  =   0.99975356
 DS1353!UTM  13      -   0.99976350  x   1.00010047  =   0.99986395
 DS1353
 DS1353:                Primary Azimuth Mark                     Grid Az
 DS1353:SPC NM C     -  3310715007                               026 28 03.4
 DS1353:UTM  13      -  3310715007                               027 09 33.3
 DS1353
 DS1353|---------------------------------------------------------------------|
 DS1353| PID    Reference Object                     Distance      Geod. Az  |
 DS1353|                                                           dddmmss.s |
 DS1353| DS1352 3310715007                          APPROX. 2.6 KM 0255730.3 |
 DS1353|---------------------------------------------------------------------|
 DS1353
 DS1353                          SUPERSEDED SURVEY CONTROL
 DS1353
 DS1353  NAD 83(1986)-  33 34 25.37177(N)    107 10 14.65117(W) AD(       ) 2
 DS1353  NAD 27      -  33 34 25.12953(N)    107 10 12.53341(W) AD(       ) 2
 DS1353  NGVD 29 (07/19/86) 1528.9    (m)         5016.     (f) VERT ANG       
 DS1353
 DS1353.Superseded values are not recommended for survey control.
 DS1353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS1353.See file dsdata.txt to determine how the superseded data were derived.
 DS1353
 DS1353_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBT9852317003(NAD 83)
 DS1353_MARKER: DD = SURVEY DISK
 DS1353_SETTING: 0 = UNSPECIFIED SETTING
 DS1353_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DS1353
 DS1353  HISTORY     - Date     Condition        Report By
 DS1353  HISTORY     - 1974     MONUMENTED       NMHD
 DS1353
 DS1353                          STATION DESCRIPTION
 DS1353
 DS1353'DESCRIBED BY NM HIGHWAY DEPT 1974 (CWW)
 DS1353'THE STATION IS LOCATED IN SOCORRO COUNTY ALONG INTERSTATE 25 AND
 DS1353'IS ABOUT 31.1 MILES AIRLINE NORTH OF TRUTH OR CONSEQUENCES,
 DS1353'NEW MEXICO.
 DS1353'
 DS1353'TO REACH FROM THE INTERSECTION OF U.S.85 (BROADWAY) AND S.R.51
 DS1353'IN DOWNTOWN T OR C, GO NORTH ON U.S.85 1.80 MILES TO THE NORTH
 DS1353'I-25 ON RAMP, CONTINUE NORTH ON I-25 32.55 MILES TO THE STATION
 DS1353'ON THE LEFT.  THE STATION IS 124 FEET WEST OF THE CENTER OF THE
 DS1353'SOUTH-BOUND LANE OF I-25.  IT IS ON A SHALLOW CUT, 10 FEET EAST
 DS1353'OF THE R/W FENCE.
 DS1353'
 DS1353'THE STATION IS A STANDARD NEW MEXICO HIGHWAY COMMISSION DISK
 DS1353'SET IN A CONCRETE MONUMENT PROJECTING ABOUT SIX INCHES ABOVE THE
 DS1353'GROUND AND STAMPED 3310715006, 1974.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS1352 ***********************************************************************
 DS1352  DESIGNATION -  3310715007
 DS1352  PID         -  DS1352
 DS1352  STATE/COUNTY-  NM/SOCORRO
 DS1352  USGS QUAD   -  BLACK HILL (1980)
 DS1352
 DS1352                         *CURRENT SURVEY CONTROL
 DS1352  ___________________________________________________________________
 DS1352* NAD 83(1992)-  33 35 42.26147(N)    107 09 29.91343(W)     ADJUSTED  
 DS1352* NAVD 88     -      1498.1    (meters)    4915.     (feet)  VERTCON   
 DS1352  ___________________________________________________________________
 DS1352  LAPLACE CORR-          -3.33  (seconds)                    DEFLEC99
 DS1352  GEOID HEIGHT-         -22.84  (meters)                     GEOID03
 DS1352
 DS1352  HORZ ORDER  -  SECOND
 DS1352
 DS1352.The horizontal coordinates were established by classical geodetic methods
 DS1352.and adjusted by the National Geodetic Survey in December 1993..
 DS1352
 DS1352.The NAVD 88 height was computed by applying the VERTCON shift value to
 DS1352.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DS1352
 DS1352.The Laplace correction was computed from DEFLEC99 derived deflections.
 DS1352
 DS1352.The geoid height was determined by GEOID03.
 DS1352
 DS1352;                    North         East     Units Scale Factor Converg.
 DS1352;SPC NM C     -   288,114.071   415,697.023   MT  0.99998759   -0 30 09.4
 DS1352;SPC NM C     -   945,254.25  1,363,832.65   sFT  0.99998759   -0 30 09.4
 DS1352;UTM  13      - 3,719,347.701   299,725.552   MT  1.00009451   -1 11 40.7
 DS1352
 DS1352!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS1352!SPC NM C     -   0.99976845  x   0.99998759  =   0.99975604
 DS1352!UTM  13      -   0.99976845  x   1.00009451  =   0.99986294
 DS1352
 DS1352:                Primary Azimuth Mark                     Grid Az
 DS1352:SPC NM C     -  3310715006                               206 28 04.4
 DS1352:UTM  13      -  3310715006                               207 09 35.7
 DS1352
 DS1352|---------------------------------------------------------------------|
 DS1352| PID    Reference Object                     Distance      Geod. Az  |
 DS1352|                                                           dddmmss.s |
 DS1352| DS1353 3310715006                          APPROX. 2.6 KM 2055755.0 |
 DS1352|---------------------------------------------------------------------|
 DS1352
 DS1352                          SUPERSEDED SURVEY CONTROL
 DS1352
 DS1352  NAD 83(1986)-  33 35 42.26903(N)    107 09 29.91600(W) AD(       ) 2
 DS1352  NAD 27      -  33 35 42.02843(N)    107 09 27.79912(W) AD(       ) 2
 DS1352  NGVD 29 (07/19/86) 1497.4    (m)         4913.     (f) VERT ANG       
 DS1352
 DS1352.Superseded values are not recommended for survey control.
 DS1352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS1352.See file dsdata.txt to determine how the superseded data were derived.
 DS1352
 DS1352_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBT9972619348(NAD 83)
 DS1352_MARKER: DD = SURVEY DISK
 DS1352_SETTING: 0 = UNSPECIFIED SETTING
 DS1352_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DS1352
 DS1352  HISTORY     - Date     Condition        Report By
 DS1352  HISTORY     - 1974     MONUMENTED       NMHD
 DS1352
 DS1352                          STATION DESCRIPTION
 DS1352
 DS1352'DESCRIBED BY NM HIGHWAY DEPT 1974 (CWW)
 DS1352'THE STATION IS LOCATED IN SOCORRO COUNTY ALONG INTERSTATE 25 AND
 DS1352'IS ABOUT 32.7 MILES AIRLINE NORTH OF TRUTH OR CONSEQUENCES,
 DS1352'NEW MEXICO.
 DS1352'
 DS1352'TO REACH FROM THE INTERSECTION OF U.S.85 (BROADWAY) AND S.R.51
 DS1352'IN DOWNTOWN T OR C, GO NORTH ON U.S.85 1.80 MILES TO THE NORTH
 DS1352'I-25 ON RAMP, CONTINUE NORTH ON I-25 34.2 MILES TO THE STATION
 DS1352'ON THE RIGHT.  THE STATION IS 57 FEET EAST OF THE CENTER OF THE
 DS1352'NORTH-BOUND LANE OF I-25.  IT IS 40 FEET SOUTH OF A BRIDGE, ON
 DS1352'TOP OF A SHALLOW CUT, 20 FEET EAST OF A GUARDRAIL AND 70 FEET
 DS1352'WEST OF THE R/W FENCE.
 DS1352'
 DS1352'THE STATION IS A STANDARD NEW MEXICO HIGHWAY COMMISSION DISK
 DS1352'SET IN A CONCRETE MONUMENT PROJECTING ABOUT SIX INCHES ABOVE THE
 DS1352'GROUND AND STAMPED 3310715007, 1974.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS1351 ***********************************************************************
 DS1351  DESIGNATION -  3310715008
 DS1351  PID         -  DS1351
 DS1351  STATE/COUNTY-  NM/SOCORRO
 DS1351  USGS QUAD   -  BLACK HILL (1980)
 DS1351
 DS1351                         *CURRENT SURVEY CONTROL
 DS1351  ___________________________________________________________________
 DS1351* NAD 83(1992)-  33 36 23.63907(N)    107 09 13.00014(W)     ADJUSTED  
 DS1351* NAVD 88     -      1496.4    (meters)    4909.     (feet)  VERTCON   
 DS1351  ___________________________________________________________________
 DS1351  LAPLACE CORR-          -3.20  (seconds)                    DEFLEC99
 DS1351  GEOID HEIGHT-         -22.83  (meters)                     GEOID03
 DS1351
 DS1351  HORZ ORDER  -  SECOND
 DS1351
 DS1351.The horizontal coordinates were established by classical geodetic methods
 DS1351.and adjusted by the National Geodetic Survey in December 1993..
 DS1351
 DS1351.The NAVD 88 height was computed by applying the VERTCON shift value to
 DS1351.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DS1351
 DS1351.The Laplace correction was computed from DEFLEC99 derived deflections.
 DS1351
 DS1351.The geoid height was determined by GEOID03.
 DS1351
 DS1351;                    North         East     Units Scale Factor Converg.
 DS1351;SPC NM C     -   289,385.025   416,144.213   MT  0.99998666   -0 30 00.6
 DS1351;SPC NM C     -   949,424.04  1,365,299.81   sFT  0.99998666   -0 30 00.6
 DS1351;UTM  13      - 3,720,613.294   300,188.111   MT  1.00009223   -1 11 32.6
 DS1351
 DS1351!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS1351!SPC NM C     -   0.99976871  x   0.99998666  =   0.99975538
 DS1351!UTM  13      -   0.99976871  x   1.00009223  =   0.99986092
 DS1351
 DS1351:                Primary Azimuth Mark                     Grid Az
 DS1351:SPC NM C     -  BOW                                      227 02 53.1
 DS1351:UTM  13      -  BOW                                      227 44 25.1
 DS1351
 DS1351|---------------------------------------------------------------------|
 DS1351| PID    Reference Object                     Distance      Geod. Az  |
 DS1351|                                                           dddmmss.s |
 DS1351| DS1041 BOW                                 APPROX. 0.9 KM 2263252.5 |
 DS1351|---------------------------------------------------------------------|
 DS1351
 DS1351                          SUPERSEDED SURVEY CONTROL
 DS1351
 DS1351  NAD 83(1986)-  33 36 23.64664(N)    107 09 13.00272(W) AD(       ) 2
 DS1351  NAD 27      -  33 36 23.40699(N)    107 09 10.88591(W) AD(       ) 2
 DS1351  NGVD 29 (07/19/86) 1495.7    (m)         4907.     (f) VERT ANG       
 DS1351
 DS1351.Superseded values are not recommended for survey control.
 DS1351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS1351.See file dsdata.txt to determine how the superseded data were derived.
 DS1351
 DS1351_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT0018820613(NAD 83)
 DS1351_MARKER: DD = SURVEY DISK
 DS1351_SETTING: 0 = UNSPECIFIED SETTING
 DS1351_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DS1351
 DS1351  HISTORY     - Date     Condition        Report By
 DS1351  HISTORY     - 1974     MONUMENTED       NMHD
 DS1351
 DS1351                          STATION DESCRIPTION
 DS1351
 DS1351'DESCRIBED BY NM HIGHWAY DEPT 1974 (CWW)
 DS1351'THE STATION IS LOCATED IN SOCORRO COUNTY ALONG INTERSTATE 25
 DS1351'AND IS ABOUT 27.1 MILES AIRLINE SOUTHWEST OF SAN ANTONIO,
 DS1351'NEW MEXICO.
 DS1351'
 DS1351'TO REACH FROM THE INTERSECTION OF STATE ROAD 1 AND U.S. 380
 DS1351'IN SAN ANTONIO GO WEST 0.7 MILES TO THE INTERSTATE 25
 DS1351'INTERCHANGE.  ENTER THE INTERSTATE AND GO SOUTH 26.85 MILES TO
 DS1351'THE STATION ON THE RIGHT.  THE STATION IS 165 FEET WEST OF THE
 DS1351'NORTHWEST CORNER OF THE BRIDGE WHICH CARRIES U.S. 85 OVER
 DS1351'THE INTERSTATE.  THE STATION IS 18 FEET NORTH OF U.S. 85 AT
 DS1351'THE END OF A GUARD RAIL.
 DS1351'
 DS1351'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 DS1351'DISK SET IN A CONCRETE MONUMENT PROJECTING ABOUT SIX INCHES
 DS1351'ABOVE THE GROUND AND STAMPED 3310715008,1974.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS1361 ***********************************************************************
 DS1361  DESIGNATION -  3310715009
 DS1361  PID         -  DS1361
 DS1361  STATE/COUNTY-  NM/SOCORRO
 DS1361  USGS QUAD   -  HICKMAN RANCH (1980)
 DS1361
 DS1361                         *CURRENT SURVEY CONTROL
 DS1361  ___________________________________________________________________
 DS1361* NAD 83(1992)-  33 37 36.46995(N)    107 08 00.00285(W)     ADJUSTED  
 DS1361* NAVD 88     -      1474.9    (meters)    4839.     (feet)  VERTCON   
 DS1361  ___________________________________________________________________
 DS1361  LAPLACE CORR-          -2.51  (seconds)                    DEFLEC99
 DS1361  GEOID HEIGHT-         -22.83  (meters)                     GEOID03
 DS1361
 DS1361  HORZ ORDER  -  SECOND
 DS1361
 DS1361.The horizontal coordinates were established by classical geodetic methods
 DS1361.and adjusted by the National Geodetic Survey in December 1993..
 DS1361
 DS1361.The NAVD 88 height was computed by applying the VERTCON shift value to
 DS1361.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DS1361
 DS1361.The Laplace correction was computed from DEFLEC99 derived deflections.
 DS1361
 DS1361.The geoid height was determined by GEOID03.
 DS1361
 DS1361;                    North         East     Units Scale Factor Converg.
 DS1361;SPC NM C     -   291,612.570   418,045.148   MT  0.99998278   -0 29 21.1
 DS1361;SPC NM C     -   956,732.24  1,371,536.46   sFT  0.99998278   -0 29 21.1
 DS1361;UTM  13      - 3,722,817.932   302,116.024   MT  1.00008277   -1 10 54.4
 DS1361
 DS1361!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS1361!SPC NM C     -   0.99977209  x   0.99998278  =   0.99975487
 DS1361!UTM  13      -   0.99977209  x   1.00008277  =   0.99985484
 DS1361
 DS1361:                Primary Azimuth Mark                     Grid Az
 DS1361:SPC NM C     -  3310715010                               044 26 20.7
 DS1361:UTM  13      -  3310715010                               045 07 54.0
 DS1361
 DS1361|---------------------------------------------------------------------|
 DS1361| PID    Reference Object                     Distance      Geod. Az  |
 DS1361|                                                           dddmmss.s |
 DS1361| DS1346 3310715010                          APPROX. 3.2 KM 0435659.6 |
 DS1361|---------------------------------------------------------------------|
 DS1361
 DS1361                          SUPERSEDED SURVEY CONTROL
 DS1361
 DS1361  NAD 83(1986)-  33 37 36.47750(N)    107 08 00.00545(W) AD(       ) 2
 DS1361  NAD 27      -  33 37 36.23804(N)    107 07 57.89041(W) AD(       ) 2
 DS1361  NGVD 29 (07/19/86) 1474.2    (m)         4837.     (f) VERT ANG       
 DS1361
 DS1361.Superseded values are not recommended for survey control.
 DS1361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS1361.See file dsdata.txt to determine how the superseded data were derived.
 DS1361
 DS1361_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT0211622818(NAD 83)
 DS1361_MARKER: DD = SURVEY DISK
 DS1361_SETTING: 0 = UNSPECIFIED SETTING
 DS1361_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DS1361
 DS1361  HISTORY     - Date     Condition        Report By
 DS1361  HISTORY     - 1974     MONUMENTED       NMHD
 DS1361
 DS1361                          STATION DESCRIPTION
 DS1361
 DS1361'DESCRIBED BY NM HIGHWAY DEPT 1974 (CWW)
 DS1361'THE STATION IS LOCATED IN SOCORRO COUNTY ALONG INTERSTATE 25
 DS1361'AND IS ABOUT 25.3 MILES AIRLINE SOUTHWEST OF SAN ANTONIO,
 DS1361'NEW MEXICO.
 DS1361'
 DS1361'TO REACH FROM THE INTERSECTION OF STATE ROAD 1 AND U.S. 380
 DS1361'IN SAN ANTONIO GO WEST 0.7 MILES TO THE INTERSTATE 25
 DS1361'INTERCHANGE.  ENTER THE INTERSTATE AND GO SOUTH 25.05 MILES TO
 DS1361'THE STATION ON THE RIGHT.  THE STATION IS 128 FEET WEST OF
 DS1361'THE CENTERLINE OF THE SOUTH-BOUND LANE AND IS 10 FEET EAST
 DS1361'OF THE WEST RIGHT OF WAY FENCE AT THE TOP OF A HIGHWAY CUT.
 DS1361'
 DS1361'THE STATION IS A STANDARD NEW MEXICO HIGHWAY COMMISSION
 DS1361'DISK SET IN A CONCRETE MONUMENT PROJECTING ABOUT SIX INCHES
 DS1361'ABOVE THE GROUND AND STAMPED 3310715009, 1974.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS1346 ***********************************************************************
 DS1346  DESIGNATION -  3310715010
 DS1346  PID         -  DS1346
 DS1346  STATE/COUNTY-  NM/SOCORRO
 DS1346  USGS QUAD   -  FORT CRAIG (1980)
 DS1346
 DS1346                         *CURRENT SURVEY CONTROL
 DS1346  ___________________________________________________________________
 DS1346* NAD 83(1992)-  33 38 50.64994(N)    107 06 34.49173(W)     ADJUSTED  
 DS1346* NAVD 88     -      1471.8    (meters)    4829.     (feet)  VERTCON   
 DS1346  ___________________________________________________________________
 DS1346  LAPLACE CORR-          -1.68  (seconds)                    DEFLEC99
 DS1346  GEOID HEIGHT-         -22.82  (meters)                     GEOID03
 DS1346
 DS1346  HORZ ORDER  -  SECOND
 DS1346
 DS1346.The horizontal coordinates were established by classical geodetic methods
 DS1346.and adjusted by the National Geodetic Survey in December 1993..
 DS1346
 DS1346.The NAVD 88 height was computed by applying the VERTCON shift value to
 DS1346.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DS1346
 DS1346.The Laplace correction was computed from DEFLEC99 derived deflections.
 DS1346
 DS1346.The geoid height was determined by GEOID03.
 DS1346
 DS1346;                    North         East     Units Scale Factor Converg.
 DS1346;SPC NM C     -   293,879.360   420,267.994   MT  0.99997835   -0 28 34.7
 DS1346;SPC NM C     -   964,169.20  1,378,829.24   sFT  0.99997835   -0 28 34.7
 DS1346;UTM  13      - 3,725,057.897   304,366.333   MT  1.00007185   -1 10 09.3
 DS1346
 DS1346!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS1346!SPC NM C     -   0.99977257  x   0.99997835  =   0.99975093
 DS1346!UTM  13      -   0.99977257  x   1.00007185  =   0.99984441
 DS1346
 DS1346:                Primary Azimuth Mark                     Grid Az
 DS1346:SPC NM C     -  3310715011                               045 32 19.6
 DS1346:UTM  13      -  3310715011                               046 13 54.2
 DS1346
 DS1346|---------------------------------------------------------------------|
 DS1346| PID    Reference Object                     Distance      Geod. Az  |
 DS1346|                                                           dddmmss.s |
 DS1346| DS1345 3310715011                          APPROX. 1.4 KM 0450344.9 |
 DS1346|---------------------------------------------------------------------|
 DS1346
 DS1346                          SUPERSEDED SURVEY CONTROL
 DS1346
 DS1346  NAD 83(1986)-  33 38 50.65745(N)    107 06 34.49433(W) AD(       ) 2
 DS1346  NAD 27      -  33 38 50.41766(N)    107 06 32.38197(W) AD(       ) 2
 DS1346  NGVD 29 (07/19/86) 1471.1    (m)         4826.     (f) VERT ANG       
 DS1346
 DS1346.Superseded values are not recommended for survey control.
 DS1346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS1346.See file dsdata.txt to determine how the superseded data were derived.
 DS1346
 DS1346_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT0436625058(NAD 83)
 DS1346_MARKER: DD = SURVEY DISK
 DS1346_SETTING: 0 = UNSPECIFIED SETTING
 DS1346_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DS1346
 DS1346  HISTORY     - Date     Condition        Report By
 DS1346  HISTORY     - 1974     MONUMENTED       NMHD
 DS1346
 DS1346                          STATION DESCRIPTION
 DS1346
 DS1346'DESCRIBED BY NM HIGHWAY DEPT 1974 (CWW)
 DS1346'THE STATION IS LOCATED IN SOCORRO COUNTY ALONG INTERSTATE 25
 DS1346'AND IS ABOUT 23.3 MILES AIRLINE SOUTHWEST OF SAN ANTONIO,
 DS1346'NEW MEXICO.
 DS1346'
 DS1346'TO REACH FROM THE INTERSECTION OF STATE ROAD 1 AND U.S. 380
 DS1346'IN SAN ANTONIO GO WEST 0.7 MILES TO THE INTERSTATE 25
 DS1346'INTERCHANGE.  ENTER THE INTERSTATE AND GO SOUTH 23.1 MILES TO
 DS1346'THE STATION ON THE RIGHT.  THE STATION IS 109 FEET WEST OF
 DS1346'THE CENTERLINE OF THE SOUTH-BOUND LANE AND IS 26 FEET EAST
 DS1346'OF THE WEST RIGHT OF WAY FENCE AT THE TOP OF A HIGHWAY CUT.
 DS1346'
 DS1346'THE STATION IS A STANDARD NEW MEXICO HIGHWAY COMMISSION
 DS1346'DISK SET IN A CONCRETE MONUMENT PROJECTING ABOUT SIX INCHES
 DS1346'ABOVE THE GROUND AND STAMPED 3310715010, 1974.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS1345 ***********************************************************************
 DS1345  DESIGNATION -  3310715011
 DS1345  PID         -  DS1345
 DS1345  STATE/COUNTY-  NM/SOCORRO
 DS1345  USGS QUAD   -  FORT CRAIG (1980)
 DS1345
 DS1345                         *CURRENT SURVEY CONTROL
 DS1345  ___________________________________________________________________
 DS1345* NAD 83(1992)-  33 39 22.58755(N)    107 05 56.21558(W)     ADJUSTED  
 DS1345* NAVD 88     -      1471.3    (meters)    4827.     (feet)  VERTCON   
 DS1345  ___________________________________________________________________
 DS1345  LAPLACE CORR-          -1.35  (seconds)                    DEFLEC99
 DS1345  GEOID HEIGHT-         -22.80  (meters)                     GEOID03
 DS1345
 DS1345  HORZ ORDER  -  SECOND
 DS1345
 DS1345.The horizontal coordinates were established by classical geodetic methods
 DS1345.and adjusted by the National Geodetic Survey in December 1993..
 DS1345
 DS1345.The NAVD 88 height was computed by applying the VERTCON shift value to
 DS1345.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DS1345
 DS1345.The Laplace correction was computed from DEFLEC99 derived deflections.
 DS1345
 DS1345.The geoid height was determined by GEOID03.
 DS1345
 DS1345;                    North         East     Units Scale Factor Converg.
 DS1345;SPC NM C     -   294,855.154   421,262.317   MT  0.99997641   -0 28 13.9
 DS1345;SPC NM C     -   967,370.62  1,382,091.45   sFT  0.99997641   -0 28 13.9
 DS1345;UTM  13      - 3,726,021.682   305,372.478   MT  1.00006701   -1 09 49.0
 DS1345
 DS1345!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS1345!SPC NM C     -   0.99977265  x   0.99997641  =   0.99974906
 DS1345!UTM  13      -   0.99977265  x   1.00006701  =   0.99983964
 DS1345
 DS1345:                Primary Azimuth Mark                     Grid Az
 DS1345:SPC NM C     -  3310715012                               046 32 36.1
 DS1345:UTM  13      -  3310715012                               047 14 11.2
 DS1345
 DS1345|---------------------------------------------------------------------|
 DS1345| PID    Reference Object                     Distance      Geod. Az  |
 DS1345|                                                           dddmmss.s |
 DS1345| DS1344 3310715012                          APPROX. 2.2 KM 0460422.2 |
 DS1345|---------------------------------------------------------------------|
 DS1345
 DS1345                          SUPERSEDED SURVEY CONTROL
 DS1345
 DS1345  NAD 83(1986)-  33 39 22.59506(N)    107 05 56.21816(W) AD(       ) 2
 DS1345  NAD 27      -  33 39 22.35586(N)    107 05 54.10649(W) AD(       ) 2
 DS1345  NGVD 29 (07/19/86) 1470.6    (m)         4825.     (f) VERT ANG       
 DS1345
 DS1345.Superseded values are not recommended for survey control.
 DS1345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS1345.See file dsdata.txt to determine how the superseded data were derived.
 DS1345
 DS1345_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT0537226022(NAD 83)
 DS1345_MARKER: DD = SURVEY DISK
 DS1345_SETTING: 0 = UNSPECIFIED SETTING
 DS1345_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DS1345
 DS1345  HISTORY     - Date     Condition        Report By
 DS1345  HISTORY     - 1974     MONUMENTED       NMHD
 DS1345
 DS1345                          STATION DESCRIPTION
 DS1345
 DS1345'DESCRIBED BY NM HIGHWAY DEPT 1974 (CWW)
 DS1345'THE STATION IS LOCATED IN SOCORRO COUNTY ALONG INTERSTATE 25 AND
 DS1345'IS ABOUT 22.4 MILES AIRLINE SOUTHWEST OF SAN ANTONIO, NEW MEXICO.
 DS1345'
 DS1345'TO REACH FROM THE INTERSECTION OF STATE ROAD 1 AND U.S. 380 IN
 DS1345'SAN ANTONIO GO WEST 0.7 MILES TO THE INTERSTATE 25
 DS1345'INTERCHANGE.  ENTER THE INTERSTATE AND GO SOUTH 22.3 MILES TO THE
 DS1345'STATION ON THE RIGHT.  THE STATION IS 129 FEET WEST OF THE
 DS1345'CENTERLINE OF THE SOUTH-BOUND LANE AND IS 5 FEET EAST OF THE WEST
 DS1345'RIGHT OF WAY FENCE ON TOP OF A DEEP HIGHWAY CUT.
 DS1345'
 DS1345'THE STATION IS A STANDARD NEW MEXICO HIGHWAY COMMISSION DISK SET
 DS1345'IN A CONCRETE MONUMENT PROJECTING ABOUT SIX INCHES ABOVE THE
 DS1345'GROUND AND STAMPED 3310715011, 1974.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS1344 ***********************************************************************
 DS1344  DESIGNATION -  3310715012
 DS1344  PID         -  DS1344
 DS1344  STATE/COUNTY-  NM/SOCORRO
 DS1344  USGS QUAD   -  FORT CRAIG (1980)
 DS1344
 DS1344                         *CURRENT SURVEY CONTROL
 DS1344  ___________________________________________________________________
 DS1344* NAD 83(1992)-  33 40 12.50964(N)    107 04 54.22516(W)     ADJUSTED  
 DS1344* NAVD 88     -      1466.7    (meters)    4812.     (feet)  VERTCON   
 DS1344  ___________________________________________________________________
 DS1344  LAPLACE CORR-          -0.92  (seconds)                    DEFLEC99
 DS1344  GEOID HEIGHT-         -22.78  (meters)                     GEOID03
 DS1344
 DS1344  HORZ ORDER  -  SECOND
 DS1344
 DS1344.The horizontal coordinates were established by classical geodetic methods
 DS1344.and adjusted by the National Geodetic Survey in December 1993..
 DS1344
 DS1344.The NAVD 88 height was computed by applying the VERTCON shift value to
 DS1344.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DS1344
 DS1344.The Laplace correction was computed from DEFLEC99 derived deflections.
 DS1344
 DS1344.The geoid height was determined by GEOID03.
 DS1344
 DS1344;                    North         East     Units Scale Factor Converg.
 DS1344;SPC NM C     -   296,380.184   422,871.805   MT  0.99997331   -0 27 40.1
 DS1344;SPC NM C     -   972,373.99  1,387,371.91   sFT  0.99997331   -0 27 40.1
 DS1344;UTM  13      - 3,727,527.260   307,000.443   MT  1.00005923   -1 09 16.2
 DS1344
 DS1344!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS1344!SPC NM C     -   0.99977337  x   0.99997331  =   0.99974668
 DS1344!UTM  13      -   0.99977337  x   1.00005923  =   0.99983259
 DS1344
 DS1344:                Primary Azimuth Mark                     Grid Az
 DS1344:SPC NM C     -  SAN                                      046 49 49.6
 DS1344:UTM  13      -  SAN                                      047 31 25.7
 DS1344
 DS1344|---------------------------------------------------------------------|
 DS1344| PID    Reference Object                     Distance      Geod. Az  |
 DS1344|                                                           dddmmss.s |
 DS1344| DS1339 SAN                                 APPROX. 1.5 KM 0462209.5 |
 DS1344|---------------------------------------------------------------------|
 DS1344
 DS1344                          SUPERSEDED SURVEY CONTROL
 DS1344
 DS1344  NAD 83(1986)-  33 40 12.51714(N)    107 04 54.22771(W) AD(       ) 2
 DS1344  NAD 27      -  33 40 12.27855(N)    107 04 52.11692(W) AD(       ) 2
 DS1344  NGVD 29 (07/19/86) 1466.0    (m)         4810.     (f) VERT ANG       
 DS1344
 DS1344.Superseded values are not recommended for survey control.
 DS1344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS1344.See file dsdata.txt to determine how the superseded data were derived.
 DS1344
 DS1344_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT0700027527(NAD 83)
 DS1344_MARKER: DD = SURVEY DISK
 DS1344_SETTING: 0 = UNSPECIFIED SETTING
 DS1344_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DS1344
 DS1344  HISTORY     - Date     Condition        Report By
 DS1344  HISTORY     - 1974     MONUMENTED       NMHD
 DS1344
 DS1344                          STATION DESCRIPTION
 DS1344
 DS1344'DESCRIBED BY NM HIGHWAY DEPT 1974 (CWW)
 DS1344'THE STATION IS LOCATED IN SOCORRO COUNTY ALONG INTERSTATE 25 AND
 DS1344'IS ABOUT 21.1 MILES AIRLINE SOUTHWEST OF SAN ANTONIO, NEW MEXICO.
 DS1344'
 DS1344'TO REACH FROM THE INTERSECTION OF STATE ROAD 1 AND U.S. 380 IN
 DS1344'SAN ANTONIO GO WEST 0.7 MILES TO THE INTERSTATE 25
 DS1344'INTERCHANGE.  ENTER THE INTERSTATE AND GO SOUTH 20.9 MILES TO
 DS1344'THE STATION ON THE RIGHT.  THE STATION IS 61 FEET WEST OF THE
 DS1344'CENTERLINE OF THE SOUTH-BOUND LANE AND IS 72 FEET EAST OF THE
 DS1344'WEST RIGHT OF WAY FENCE ON A SHALLOW HIGHWAY CUT.
 DS1344'
 DS1344'THE STATION IS A STANDARD NEW MEXICO HIGHWAY COMMISSION DISK SET
 DS1344'IN A CONCRETE MONUMENT PROJECTING ABOUT SIX INCHES ABOVE THE
 DS1344'GROUND AND STAMPED 3310715012, 1974.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS1343 ***********************************************************************
 DS1343  DESIGNATION -  3310715013
 DS1343  PID         -  DS1343
 DS1343  STATE/COUNTY-  NM/SOCORRO
 DS1343  USGS QUAD   -  FORT CRAIG (1980)
 DS1343
 DS1343                         *CURRENT SURVEY CONTROL
 DS1343  ___________________________________________________________________
 DS1343* NAD 83(1992)-  33 41 48.42066(N)    107 03 09.55466(W)     ADJUSTED  
 DS1343* NAVD 88     -      1438.77   (+/-2cm)    4720.4    (feet)  VERTCON   
 DS1343  ___________________________________________________________________
 DS1343  LAPLACE CORR-          -0.55  (seconds)                    DEFLEC99
 DS1343  GEOID HEIGHT-         -22.71  (meters)                     GEOID03
 DS1343
 DS1343  HORZ ORDER  -  SECOND
 DS1343  VERT ORDER  -  THIRD ? (See Below)
 DS1343
 DS1343.The horizontal coordinates were established by classical geodetic methods
 DS1343.and adjusted by the National Geodetic Survey in December 1993..
 DS1343
 DS1343.The NAVD 88 height was computed by applying the VERTCON shift value to
 DS1343.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DS1343.The vertical order pertains to the NGVD 29 superseded value.
 DS1343
 DS1343.The Laplace correction was computed from DEFLEC99 derived deflections.
 DS1343
 DS1343.The geoid height was determined by GEOID03.
 DS1343
 DS1343;                    North         East     Units Scale Factor Converg.
 DS1343;SPC NM C     -   299,313.716   425,591.040   MT  0.99996823   -0 26 43.2
 DS1343;SPC NM C     -   981,998.42  1,396,293.27   sFT  0.99996823   -0 26 43.2
 DS1343;UTM  13      - 3,730,427.898   309,755.214   MT  1.00004621   -1 08 20.9
 DS1343
 DS1343!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS1343!SPC NM C     -   0.99977774  x   0.99996823  =   0.99974598
 DS1343!UTM  13      -   0.99977774  x   1.00004621  =   0.99982394
 DS1343
 DS1343:                Primary Azimuth Mark                     Grid Az
 DS1343:SPC NM C     -  3310715014                               039 47 36.5
 DS1343:UTM  13      -  3310715014                               040 29 14.2
 DS1343
 DS1343|---------------------------------------------------------------------|
 DS1343| PID    Reference Object                     Distance      Geod. Az  |
 DS1343|                                                           dddmmss.s |
 DS1343| DS1342 3310715014                          APPROX. 3.1 KM 0392053.3 |
 DS1343|---------------------------------------------------------------------|
 DS1343
 DS1343                          SUPERSEDED SURVEY CONTROL
 DS1343
 DS1343  NAD 83(1986)-  33 41 48.42813(N)    107 03 09.55719(W) AD(       ) 2
 DS1343  NAD 27      -  33 41 48.19036(N)    107 03 07.44428(W) AD(       ) 2
 DS1343  NGVD 29 (07/19/86) 1438.06   (m)         4718.0    (f) LEVELING    3  
 DS1343
 DS1343.Superseded values are not recommended for survey control.
 DS1343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS1343.See file dsdata.txt to determine how the superseded data were derived.
 DS1343
 DS1343_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT0975530428(NAD 83)
 DS1343_MARKER: DD = SURVEY DISK
 DS1343_SETTING: 0 = UNSPECIFIED SETTING
 DS1343_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DS1343
 DS1343  HISTORY     - Date     Condition        Report By
 DS1343  HISTORY     - 1974     MONUMENTED       NMHD
 DS1343
 DS1343                          STATION DESCRIPTION
 DS1343
 DS1343'DESCRIBED BY NM HIGHWAY DEPT 1974 (CWW)
 DS1343'THE STATION IS LOCATED IN SOCORRO COUNTY ALONG INTERSTATE 25 AND
 DS1343'IS ABOUT 18.6 MILES AIRLINE SOUTHWEST OF SAN ANTONIO, NEW MEXICO.
 DS1343'
 DS1343'TO REACH FROM THE INTERSECTION OF STATE ROAD 1 AND U.S. 380 IN
 DS1343'SAN ANTONIO GO WEST 0.7 MILES TO THE INTERSTATE 25
 DS1343'INTERCHANGE.  ENTER THE INTERSTATE AND GO SOUTH 18.45 MILES TO
 DS1343'THE STATION ON THE LEFT.  THE STATION IS EAST OF THE INTERSTATE
 DS1343'AND 39 FEET EAST OF THE CENTERLINE OF STATE ROAD 1 (OLD U.S. 85).
 DS1343'
 DS1343'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION DISK
 DS1343'SET IN A CONCRETE MONUMENT PROJECTING ABOUT SIX INCHES ABOVE
 DS1343'THE GROUND AND STAMPED 33107150138, 1974.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS1342 ***********************************************************************
 DS1342  DESIGNATION -  3310715014
 DS1342  PID         -  DS1342
 DS1342  STATE/COUNTY-  NM/SOCORRO
 DS1342  USGS QUAD   -  FORT CRAIG (1980)
 DS1342
 DS1342                         *CURRENT SURVEY CONTROL
 DS1342  ___________________________________________________________________
 DS1342* NAD 83(1992)-  33 43 06.36725(N)    107 01 53.07174(W)     ADJUSTED  
 DS1342* NAVD 88     -      1460.3    (meters)    4791.     (feet)  VERTCON   
 DS1342  ___________________________________________________________________
 DS1342  LAPLACE CORR-          -0.51  (seconds)                    DEFLEC99
 DS1342  GEOID HEIGHT-         -22.65  (meters)                     GEOID03
 DS1342
 DS1342  HORZ ORDER  -  SECOND
 DS1342
 DS1342.The horizontal coordinates were established by classical geodetic methods
 DS1342.and adjusted by the National Geodetic Survey in December 1993..
 DS1342
 DS1342.The NAVD 88 height was computed by applying the VERTCON shift value to
 DS1342.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DS1342
 DS1342.The Laplace correction was computed from DEFLEC99 derived deflections.
 DS1342
 DS1342.The geoid height was determined by GEOID03.
 DS1342
 DS1342;                    North         East     Units Scale Factor Converg.
 DS1342;SPC NM C     -   301,700.015   427,578.777   MT  0.99996464   -0 26 01.6
 DS1342;SPC NM C     -   989,827.47  1,402,814.70   sFT  0.99996464   -0 26 01.6
 DS1342;UTM  13      - 3,732,790.123   311,771.861   MT  1.00003680   -1 07 40.8
 DS1342
 DS1342!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS1342!SPC NM C     -   0.99977436  x   0.99996464  =   0.99973900
 DS1342!UTM  13      -   0.99977436  x   1.00003680  =   0.99981115
 DS1342
 DS1342:                Primary Azimuth Mark                     Grid Az
 DS1342:SPC NM C     -  3310715015                               040 19 15.5
 DS1342:UTM  13      -  3310715015                               041 00 54.7
 DS1342
 DS1342|---------------------------------------------------------------------|
 DS1342| PID    Reference Object                     Distance      Geod. Az  |
 DS1342|                                                           dddmmss.s |
 DS1342| DS1341 3310715015                          APPROX. 2.7 KM 0395313.9 |
 DS1342|---------------------------------------------------------------------|
 DS1342
 DS1342                          SUPERSEDED SURVEY CONTROL
 DS1342
 DS1342  NAD 83(1986)-  33 43 06.37471(N)    107 01 53.07421(W) AD(       ) 2
 DS1342  NAD 27      -  33 43 06.13765(N)    107 01 50.95814(W) AD(       ) 2
 DS1342  NGVD 29 (07/19/86) 1459.6    (m)         4789.     (f) VERT ANG       
 DS1342
 DS1342.Superseded values are not recommended for survey control.
 DS1342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS1342.See file dsdata.txt to determine how the superseded data were derived.
 DS1342
 DS1342_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT1177232790(NAD 83)
 DS1342_MARKER: DD = SURVEY DISK
 DS1342_SETTING: 0 = UNSPECIFIED SETTING
 DS1342_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DS1342
 DS1342  HISTORY     - Date     Condition        Report By
 DS1342  HISTORY     - 1974     MONUMENTED       NMHD
 DS1342
 DS1342                          STATION DESCRIPTION
 DS1342
 DS1342'DESCRIBED BY NM HIGHWAY DEPT 1974 (CWW)
 DS1342'THE STATION IS LOCATED IN SOCORRO COUNTY ALONG INTERSTATE 25 AND
 DS1342'IS ABOUT 16.9 MILES AIRLINE SOUTHWEST OF SAN ANTONIO, NEW MEXICO.
 DS1342'
 DS1342'TO REACH FROM THE INTERSECTION OF STATE ROAD 1 AND U.S. 380 IN
 DS1342'SAN ANTONIO GO WEST 0.7 MILES TO THE INTERSTATE 25
 DS1342'INTERCHANGE.  ENTER THE INTERSTATE AND GO SOUTH 16.55 MILES TO
 DS1342'THE STATION ON THE RIGHT.  THE STATION IS 88 FEET WEST OF THE
 DS1342'CENTERLINE OF THE SOUTH-BOUND LANE AND IS 50 FEET EAST OF THE
 DS1342'WEST RIGHT OF WAY FENCE.  THE STATION IS DIRECTLY UNDER A CROSS
 DS1342'COUNTRY POWERLINE.
 DS1342'
 DS1342'THE STATION IS A STANDARD NEW MEXICO HIGHWAY COMMISSION DISK
 DS1342'SET IN A CONCRETE MONUMENT PROJECTING ABOUT SIX INCHES ABOVE
 DS1342'THE GROUND AND STAMPED 3310715014, 1974.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS1341 ***********************************************************************
 DS1341  DESIGNATION -  3310715015
 DS1341  PID         -  DS1341
 DS1341  STATE/COUNTY-  NM/SOCORRO
 DS1341  USGS QUAD   -  FORT CRAIG (1980)
 DS1341
 DS1341                         *CURRENT SURVEY CONTROL
 DS1341  ___________________________________________________________________
 DS1341* NAD 83(1992)-  33 44 13.97270(N)    107 00 45.43852(W)     ADJUSTED  
 DS1341* NAVD 88     -      1478.4    (meters)    4850.     (feet)  VERTCON   
 DS1341  ___________________________________________________________________
 DS1341  LAPLACE CORR-          -0.61  (seconds)                    DEFLEC99
 DS1341  GEOID HEIGHT-         -22.60  (meters)                     GEOID03
 DS1341
 DS1341  HORZ ORDER  -  SECOND
 DS1341
 DS1341.The horizontal coordinates were established by classical geodetic methods
 DS1341.and adjusted by the National Geodetic Survey in December 1993..
 DS1341
 DS1341.The NAVD 88 height was computed by applying the VERTCON shift value to
 DS1341.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DS1341
 DS1341.The Laplace correction was computed from DEFLEC99 derived deflections.
 DS1341
 DS1341.The geoid height was determined by GEOID03.
 DS1341
 DS1341;                    North         East     Units Scale Factor Converg.
 DS1341;SPC NM C     -   303,769.805   429,335.397   MT  0.99996154   -0 25 24.8
 DS1341;SPC NM C     -   996,618.10  1,408,577.88   sFT  0.99996154   -0 25 24.8
 DS1341;UTM  13      - 3,734,838.616   313,553.559   MT  1.00002856   -1 07 05.2
 DS1341
 DS1341!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS1341!SPC NM C     -   0.99977151  x   0.99996154  =   0.99973306
 DS1341!UTM  13      -   0.99977151  x   1.00002856  =   0.99980006
 DS1341
 DS1341:                Primary Azimuth Mark                     Grid Az
 DS1341:SPC NM C     -  3310715016                               042 52 50.2
 DS1341:UTM  13      -  3310715016                               043 34 30.6
 DS1341
 DS1341|---------------------------------------------------------------------|
 DS1341| PID    Reference Object                     Distance      Geod. Az  |
 DS1341|                                                           dddmmss.s |
 DS1341| DS1340 3310715016                          APPROX. 1.6 KM 0422725.4 |
 DS1341|---------------------------------------------------------------------|
 DS1341
 DS1341                          SUPERSEDED SURVEY CONTROL
 DS1341
 DS1341  NAD 83(1986)-  33 44 13.98013(N)    107 00 45.44094(W) AD(       ) 2
 DS1341  NAD 27      -  33 44 13.74405(N)    107 00 43.32241(W) AD(       ) 2
 DS1341  NGVD 29 (07/19/86) 1477.7    (m)         4848.     (f) VERT ANG       
 DS1341
 DS1341.Superseded values are not recommended for survey control.
 DS1341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS1341.See file dsdata.txt to determine how the superseded data were derived.
 DS1341
 DS1341_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT1355434839(NAD 83)
 DS1341_MARKER: DD = SURVEY DISK
 DS1341_SETTING: 0 = UNSPECIFIED SETTING
 DS1341_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DS1341
 DS1341  HISTORY     - Date     Condition        Report By
 DS1341  HISTORY     - 1974     MONUMENTED       NMHD
 DS1341
 DS1341                          STATION DESCRIPTION
 DS1341
 DS1341'DESCRIBED BY NM HIGHWAY DEPT 1974 (CWW)
 DS1341'THE STATION IS LOCATED IN SOCORRO COUNTY ALONG INTERSTATE 25 AND
 DS1341'IS ABOUT 15.0 MILES AIRLINE SOUTHWEST OF SAN ANTONIO, NEW MEXICO.
 DS1341'
 DS1341'TO REACH FROM THE INTERSECTION OF STATE ROAD 1 AND U.S. 380 IN
 DS1341'SAN ANTONIO GO WEST 0.7 MILES TO THE INTERSTATE 25
 DS1341'INTERCHANGE.  ENTER THE INTERSTATE AND GO SOUTH 14.9 MILES TO
 DS1341'THE STATION ON THE RIGHT.  THE STATION IS 106 FEET WEST OF THE
 DS1341'CENTERLINE OF THE SOUTH-BOUND LANE ON THE SAN MARCIAL INTERCHANGE
 DS1341'AT THE SOUTHWEST CORNER OF THE OVERPASS BRIDGE AND 23 FEET SOUTH
 DS1341'OF THE OVERPASS ROAD.
 DS1341'
 DS1341'THE STATION IS A STANDARD NEW MEXICO HIGHWAY COMMISSION DISK SET
 DS1341'IN A CONCRETE MONUMENT PROJECTING ABOUT SIX INCHES ABOVE THE
 DS1341'GROUND AND STAMPED 3310715015, 1974.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS1340 ***********************************************************************
 DS1340  DESIGNATION -  3310715016
 DS1340  PID         -  DS1340
 DS1340  STATE/COUNTY-  NM/SOCORRO
 DS1340  USGS QUAD   -  FORT CRAIG (1980)
 DS1340
 DS1340                         *CURRENT SURVEY CONTROL
 DS1340  ___________________________________________________________________
 DS1340* NAD 83(1992)-  33 44 51.39050(N)    107 00 04.45386(W)     ADJUSTED  
 DS1340* NAVD 88     -      1495.0    (meters)    4905.     (feet)  VERTCON   
 DS1340  ___________________________________________________________________
 DS1340  LAPLACE CORR-          -0.79  (seconds)                    DEFLEC99
 DS1340  GEOID HEIGHT-         -22.58  (meters)                     GEOID03
 DS1340
 DS1340  HORZ ORDER  -  SECOND
 DS1340
 DS1340.The horizontal coordinates were established by classical geodetic methods
 DS1340.and adjusted by the National Geodetic Survey in December 1993..
 DS1340
 DS1340.The NAVD 88 height was computed by applying the VERTCON shift value to
 DS1340.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DS1340
 DS1340.The Laplace correction was computed from DEFLEC99 derived deflections.
 DS1340
 DS1340.The geoid height was determined by GEOID03.
 DS1340
 DS1340;                    North         East     Units Scale Factor Converg.
 DS1340;SPC NM C     -   304,914.848   430,398.717   MT  0.99995970   -0 25 02.5
 DS1340;SPC NM C     - 1,000,374.80  1,412,066.46   sFT  0.99995970   -0 25 02.5
 DS1340;UTM  13      - 3,735,970.758   314,630.753   MT  1.00002363   -1 06 43.5
 DS1340
 DS1340!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS1340!SPC NM C     -   0.99976890  x   0.99995970  =   0.99972861
 DS1340!UTM  13      -   0.99976890  x   1.00002363  =   0.99979253
 DS1340
 DS1340:                Primary Azimuth Mark                     Grid Az
 DS1340:SPC NM C     -  3310645007                               037 00 07.4
 DS1340:UTM  13      -  3310645007                               037 41 48.4
 DS1340
 DS1340|---------------------------------------------------------------------|
 DS1340| PID    Reference Object                     Distance      Geod. Az  |
 DS1340|                                                           dddmmss.s |
 DS1340| DS1318 3310645007                          APPROX. 2.8 KM 0363504.9 |
 DS1340|---------------------------------------------------------------------|
 DS1340
 DS1340                          SUPERSEDED SURVEY CONTROL
 DS1340
 DS1340  NAD 83(1986)-  33 44 51.39791(N)    107 00 04.45625(W) AD(       ) 2
 DS1340  NAD 27      -  33 44 51.16249(N)    107 00 02.33723(W) AD(       ) 2
 DS1340  NGVD 29 (07/19/86) 1494.3    (m)         4903.     (f) VERT ANG       
 DS1340
 DS1340.Superseded values are not recommended for survey control.
 DS1340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS1340.See file dsdata.txt to determine how the superseded data were derived.
 DS1340
 DS1340_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT1463135971(NAD 83)
 DS1340_MARKER: DD = SURVEY DISK
 DS1340_SETTING: 0 = UNSPECIFIED SETTING
 DS1340_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DS1340
 DS1340  HISTORY     - Date     Condition        Report By
 DS1340  HISTORY     - 1974     MONUMENTED       NMHD
 DS1340
 DS1340                          STATION DESCRIPTION
 DS1340
 DS1340'DESCRIBED BY NM HIGHWAY DEPT 1974 (CWW)
 DS1340'THE STATION IS LOCATED IN SOCORRO COUNTY ALONG INTERSTATE 25 AND IS
 DS1340'ABOUT 14.1 MILES AIRLINE SOUTH-SOUTHWEST OF SAN ANTONIO, NEW MEXICO.
 DS1340'
 DS1340'TO REACH FROM THE INTERSECTION OF STATE ROAD 1 AND U.S. 380 IN SAN
 DS1340'ANTONIO GO WEST 0.7 MILES TO THE INTERSTATE 25 INTERCHANGE.  ENTER
 DS1340'THE INTERSTATE AND GO SOUTH 13.9 MILES TO THE STATION ON THE
 DS1340'LEFT.  THE STATION IS 249 FEET EAST OF THE CENTERLINE OF THE
 DS1340'SOUTH-BOUND LANE AND IS 15 FEET EAST OF THE EAST RIGHT OF WAY
 DS1340'FENCE ON TOP OF A DEEP HIGHWAY CUT.
 DS1340'
 DS1340'THE STATION IS A STANDARD NEW MEXICO HIGHWAY COMMISSION DISK SET IN
 DS1340'A CONCRETE MONUMENT PROJECTING ABOUT SIX INCHES ABOVE THE GROUND
 DS1340'AND STAMPED 3310715016, 1974.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS1406 ***********************************************************************
 DS1406  DESIGNATION -  3310725001
 DS1406  PID         -  DS1406
 DS1406  STATE/COUNTY-  NM/SIERRA
 DS1406  USGS QUAD   -  WILLIAMSBURG (1980)
 DS1406
 DS1406                         *CURRENT SURVEY CONTROL
 DS1406  ___________________________________________________________________
 DS1406* NAD 83(1992)-  33 00 03.68375(N)    107 19 07.89715(W)     ADJUSTED  
 DS1406* NAVD 88     -      1368.7    (meters)    4490.     (feet)  VERTCON   
 DS1406  ___________________________________________________________________
 DS1406  LAPLACE CORR-           0.97  (seconds)                    DEFLEC99
 DS1406  GEOID HEIGHT-         -23.56  (meters)                     GEOID03
 DS1406
 DS1406  HORZ ORDER  -  SECOND
 DS1406
 DS1406.The horizontal coordinates were established by classical geodetic methods
 DS1406.and adjusted by the National Geodetic Survey in December 1993..
 DS1406
 DS1406.The NAVD 88 height was computed by applying the VERTCON shift value to
 DS1406.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DS1406
 DS1406.The Laplace correction was computed from DEFLEC99 derived deflections.
 DS1406
 DS1406.The geoid height was determined by GEOID03.
 DS1406
 DS1406;                    North         East     Units Scale Factor Converg.
 DS1406;SPC NM W     -   221,986.273   878,074.860   MT  0.99994515   +0 16 48.8
 DS1406;SPC NM W     -   728,299.96  2,880,817.27   sFT  0.99994515   +0 16 48.8
 DS1406;UTM  13      - 3,653,788.884   283,359.990   MT  1.00017871   -1 15 48.5
 DS1406
 DS1406!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS1406!SPC NM W     -   0.99978886  x   0.99994515  =   0.99973402
 DS1406!UTM  13      -   0.99978886  x   1.00017871  =   0.99996753
 DS1406
 DS1406:                Primary Azimuth Mark                     Grid Az
 DS1406:SPC NM W     -  3310725002                               008 49 25.3
 DS1406:UTM  13      -  3310725002                               010 22 02.6
 DS1406
 DS1406|---------------------------------------------------------------------|
 DS1406| PID    Reference Object                     Distance      Geod. Az  |
 DS1406|                                                           dddmmss.s |
 DS1406| DS1405 3310725002                          APPROX. 2.7 KM 0090614.1 |
 DS1406|---------------------------------------------------------------------|
 DS1406
 DS1406                          SUPERSEDED SURVEY CONTROL
 DS1406
 DS1406  NAD 83(1986)-  33 00 03.69106(N)    107 19 07.90216(W) AD(       ) 2
 DS1406  NAD 27      -  33 00 03.43136(N)    107 19 05.80086(W) AD(       ) 2
 DS1406  NGVD 29 (07/19/86) 1368.0    (m)         4488.     (f) VERT ANG       
 DS1406
 DS1406.Superseded values are not recommended for survey control.
 DS1406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS1406.See file dsdata.txt to determine how the superseded data were derived.
 DS1406
 DS1406_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBS8336053789(NAD 83)
 DS1406_MARKER: DD = SURVEY DISK
 DS1406_SETTING: 0 = UNSPECIFIED SETTING
 DS1406_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DS1406
 DS1406  HISTORY     - Date     Condition        Report By
 DS1406  HISTORY     - 1974     MONUMENTED       NMHD
 DS1406
 DS1406                          STATION DESCRIPTION
 DS1406
 DS1406'DESCRIBED BY NM HIGHWAY DEPT 1974 (CWW)
 DS1406'THE STATION IS LOCATED IN SIERRA COUNTY ALONG INTERSTATE 25 AND IS
 DS1406'ABOUT 9.5 MILES AIRLINE SOUTHWEST OF TRUTH OR CONSEQUENCES, NEW
 DS1406'MEXICO.
 DS1406'
 DS1406'TO REACH FROM THE INTERSECTION OF U.S. 85 (BROADWAY) AND S.R. 51
 DS1406'IN DOWNTOWN T OR C, GO SOUTH ON U.S. 85 3.35 MILES TO THE SOUTH I-25
 DS1406'ON RAMP, CONTINUE SOUTH ON I-25 8.35 MILES TO THE STATION ON THE
 DS1406'RIGHT.  THE STATION IS 83 FEET WEST OF THE CENTER OF THE
 DS1406'SOUTH-BOUND LANE OF I-25.  IT IS 36 FEET EAST OF REST AREA EXIT
 DS1406'LANE.
 DS1406'
 DS1406'THE STATION IS A STANDARD NEW MEXICO HIGHWAY COMMISSION DISK SET IN
 DS1406'A CONCRETE MONUMENT PROJECTING ABOUT SIX INCHES ABOVE THE GROUND AND
 DS1406'STAMPED 3310725001, 1974.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS1405 ***********************************************************************
 DS1405  DESIGNATION -  3310725002
 DS1405  PID         -  DS1405
 DS1405  STATE/COUNTY-  NM/SIERRA
 DS1405  USGS QUAD   -  WILLIAMSBURG (1980)
 DS1405
 DS1405                         *CURRENT SURVEY CONTROL
 DS1405  ___________________________________________________________________
 DS1405* NAD 83(1992)-  33 01 30.78917(N)    107 18 51.32768(W)     ADJUSTED  
 DS1405* NAVD 88     -      1327.5    (meters)    4355.     (feet)  VERTCON   
 DS1405  ___________________________________________________________________
 DS1405  LAPLACE CORR-           0.75  (seconds)                    DEFLEC99
 DS1405  GEOID HEIGHT-         -23.53  (meters)                     GEOID03
 DS1405
 DS1405  HORZ ORDER  -  SECOND
 DS1405
 DS1405.The horizontal coordinates were established by classical geodetic methods
 DS1405.and adjusted by the National Geodetic Survey in December 1993..
 DS1405
 DS1405.The NAVD 88 height was computed by applying the VERTCON shift value to
 DS1405.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DS1405
 DS1405.The Laplace correction was computed from DEFLEC99 derived deflections.
 DS1405
 DS1405.The geoid height was determined by GEOID03.
 DS1405
 DS1405;                    North         East     Units Scale Factor Converg.
 DS1405;SPC NM W     -   224,671.651   878,491.713   MT  0.99994565   +0 16 58.5
 DS1405;SPC NM W     -   737,110.24  2,882,184.90   sFT  0.99994565   +0 16 58.5
 DS1405;UTM  13      - 3,656,462.674   283,849.169   MT  1.00017610   -1 15 42.4
 DS1405
 DS1405!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS1405!SPC NM W     -   0.99979532  x   0.99994565  =   0.99974098
 DS1405!UTM  13      -   0.99979532  x   1.00017610  =   0.99997139
 DS1405
 DS1405:                Primary Azimuth Mark                     Grid Az
 DS1405:SPC NM W     -  3310725003                               005 06 14.8
 DS1405:UTM  13      -  3310725003                               006 38 55.7
 DS1405
 DS1405|---------------------------------------------------------------------|
 DS1405| PID    Reference Object                     Distance      Geod. Az  |
 DS1405|                                                           dddmmss.s |
 DS1405| DS1404 3310725003                          APPROX. 1.5 KM 0052313.3 |
 DS1405|---------------------------------------------------------------------|
 DS1405
 DS1405                          SUPERSEDED SURVEY CONTROL
 DS1405
 DS1405  NAD 83(1986)-  33 01 30.79664(N)    107 18 51.33255(W) AD(       ) 2
 DS1405  NAD 27      -  33 01 30.53709(N)    107 18 49.22915(W) AD(       ) 2
 DS1405  NGVD 29 (07/19/86) 1326.8    (m)         4353.     (f) VERT ANG       
 DS1405
 DS1405.Superseded values are not recommended for survey control.
 DS1405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS1405.See file dsdata.txt to determine how the superseded data were derived.
 DS1405
 DS1405_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBS8384956463(NAD 83)
 DS1405_MARKER: DD = SURVEY DISK
 DS1405_SETTING: 0 = UNSPECIFIED SETTING
 DS1405_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DS1405
 DS1405  HISTORY     - Date     Condition        Report By
 DS1405  HISTORY     - 1974     MONUMENTED       NMHD
 DS1405
 DS1405                          STATION DESCRIPTION
 DS1405
 DS1405'DESCRIBED BY NM HIGHWAY DEPT 1974 (CWW)
 DS1405'THE STATION IS LOCATED IN SIERRA COUNTY ALONG INTERSTATE 25 AND IS
 DS1405'ABOUT 7.9 MILES AIRLINE SOUTHWEST OF TRUTH OR CONSEQUENCES, NEW
 DS1405'MEXICO.
 DS1405'
 DS1405'TO REACH FROM THE INTERSECTION OF U.S. 85 (BROADWAY) AND S.R. 51 IN
 DS1405'DOWNTOWN T OR C, GO SOUTH ON U.S. 85 3.35 MILES TO THE SOUTH I-25 ON
 DS1405'RAMP, CONTINUE SOUTH ON I-25 6.6 MILES TO THE STATION ON THE
 DS1405'LEFT.  THE STATION IS 80 FEET EAST OF THE CENTER OF THE
 DS1405'NORTH-BOUND LANE OF I-25.  IT IS 41 FEET WEST OF THE R/W FENCE.
 DS1405'
 DS1405'THE STATION IS A STANDARD NEW MEXICO HIGHWAY COMMISSION DISK SET IN
 DS1405'A CONCRETE MONUMENT PROJECTING ABOUT SIX INCHES ABOVE THE GROUND AND
 DS1405'STAMPED 3310725002, 1974.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS1404 ***********************************************************************
 DS1404  DESIGNATION -  3310725003
 DS1404  PID         -  DS1404
 DS1404  STATE/COUNTY-  NM/SIERRA
 DS1404  USGS QUAD   -  WILLIAMSBURG (1980)
 DS1404
 DS1404                         *CURRENT SURVEY CONTROL
 DS1404  ___________________________________________________________________
 DS1404* NAD 83(1992)-  33 02 20.10163(N)    107 18 45.80672(W)     ADJUSTED  
 DS1404* NAVD 88     -      1333.9    (meters)    4376.     (feet)  VERTCON   
 DS1404  ___________________________________________________________________
 DS1404  LAPLACE CORR-           0.67  (seconds)                    DEFLEC99
 DS1404  GEOID HEIGHT-         -23.52  (meters)                     GEOID03
 DS1404
 DS1404  HORZ ORDER  -  SECOND
 DS1404
 DS1404.The horizontal coordinates were established by classical geodetic methods
 DS1404.and adjusted by the National Geodetic Survey in December 1993..
 DS1404
 DS1404.The NAVD 88 height was computed by applying the VERTCON shift value to
 DS1404.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DS1404
 DS1404.The Laplace correction was computed from DEFLEC99 derived deflections.
 DS1404
 DS1404.The geoid height was determined by GEOID03.
 DS1404
 DS1404;                    North         East     Units Scale Factor Converg.
 DS1404;SPC NM W     -   226,191.425   878,627.458   MT  0.99994581   +0 17 01.8
 DS1404;SPC NM W     -   742,096.37  2,882,630.25   sFT  0.99994581   +0 17 01.8
 DS1404;UTM  13      - 3,657,978.585   284,025.881   MT  1.00017516   -1 15 41.1
 DS1404
 DS1404!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS1404!SPC NM W     -   0.99979431  x   0.99994581  =   0.99974014
 DS1404!UTM  13      -   0.99979431  x   1.00017516  =   0.99996944
 DS1404
 DS1404:                Primary Azimuth Mark                     Grid Az
 DS1404:SPC NM W     -  3310725004                               012 33 32.4
 DS1404:UTM  13      -  3310725004                               014 06 15.3
 DS1404
 DS1404|---------------------------------------------------------------------|
 DS1404| PID    Reference Object                     Distance      Geod. Az  |
 DS1404|                                                           dddmmss.s |
 DS1404| DS1403 3310725004                          APPROX. 1.6 KM 0125034.2 |
 DS1404|---------------------------------------------------------------------|
 DS1404
 DS1404                          SUPERSEDED SURVEY CONTROL
 DS1404
 DS1404  NAD 83(1986)-  33 02 20.10917(N)    107 18 45.81153(W) AD(       ) 2
 DS1404  NAD 27      -  33 02 19.85021(N)    107 18 43.70640(W) AD(       ) 2
 DS1404  NGVD 29 (07/19/86) 1333.2    (m)         4374.     (f) VERT ANG       
 DS1404
 DS1404.Superseded values are not recommended for survey control.
 DS1404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS1404.See file dsdata.txt to determine how the superseded data were derived.
 DS1404
 DS1404_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBS8402657979(NAD 83)
 DS1404_MARKER: DD = SURVEY DISK
 DS1404_SETTING: 0 = UNSPECIFIED SETTING
 DS1404_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DS1404
 DS1404  HISTORY     - Date     Condition        Report By
 DS1404  HISTORY     - 1974     MONUMENTED       NMHD
 DS1404
 DS1404                          STATION DESCRIPTION
 DS1404
 DS1404'DESCRIBED BY NM HIGHWAY DEPT 1974 (CWW)
 DS1404'THE STATION IS LOCATED IN SIERRA COUNTY ALONG INTERSTATE 25 AND IS
 DS1404'ABOUT 7 MILES AIRLINE SOUTHWEST OF TRUTH OR CONSEQUENCES, NEW
 DS1404'MEXICO.
 DS1404'
 DS1404'TO REACH FROM THE INTERSECTION OF U.S. 85 (BROADWAY) AND S.R. 51
 DS1404'IN DOWNTOWN T OR C, GO SOUTH ON U.S. 85 3.35 MILES TO THE SOUTH
 DS1404'I-25 ON RAMP, CONTINUE SOUTH ON I-25 5.65 MILES TO THE STATION ON
 DS1404'THE RIGHT.  THE STATION IS 87 FEET WEST OF THE CENTER OF THE
 DS1404'SOUTH-BOUND LANE OF I-25.  IT IS 29 FEET EAST OF R/W FENCE ON A
 DS1404'MEDIUM SIZE CUT.
 DS1404'
 DS1404'THE STATION IS A STANDARD NEW MEXICO HIGHWAY COMMISSION DISK
 DS1404'SET IN A CONCRETE MONUMENT PROJECTING ABOUT SIX INCHES ABOVE THE
 DS1404'GROUND AND STAMPED 3310725003, 1974.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS1403 ***********************************************************************
 DS1403  DESIGNATION -  3310725004
 DS1403  PID         -  DS1403
 DS1403  STATE/COUNTY-  NM/SIERRA
 DS1403  USGS QUAD   -  WILLIAMSBURG (1980)
 DS1403
 DS1403                         *CURRENT SURVEY CONTROL
 DS1403  ___________________________________________________________________
 DS1403* NAD 83(1992)-  33 03 11.23089(N)    107 18 31.96506(W)     ADJUSTED  
 DS1403* NAVD 88     -      1338.9    (meters)    4393.     (feet)  VERTCON   
 DS1403  ___________________________________________________________________
 DS1403  LAPLACE CORR-           0.82  (seconds)                    DEFLEC99
 DS1403  GEOID HEIGHT-         -23.50  (meters)                     GEOID03
 DS1403
 DS1403  HORZ ORDER  -  SECOND
 DS1403
 DS1403.The horizontal coordinates were established by classical geodetic methods
 DS1403.and adjusted by the National Geodetic Survey in December 1993..
 DS1403
 DS1403.The NAVD 88 height was computed by applying the VERTCON shift value to
 DS1403.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DS1403
 DS1403.The Laplace correction was computed from DEFLEC99 derived deflections.
 DS1403
 DS1403.The geoid height was determined by GEOID03.
 DS1403
 DS1403;                    North         East     Units Scale Factor Converg.
 DS1403;SPC NM W     -   227,768.247   878,978.733   MT  0.99994623   +0 17 09.8
 DS1403;SPC NM W     -   747,269.66  2,883,782.73   sFT  0.99994623   +0 17 09.8
 DS1403;UTM  13      - 3,659,545.716   284,419.647   MT  1.00017306   -1 15 35.2
 DS1403
 DS1403!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS1403!SPC NM W     -   0.99979353  x   0.99994623  =   0.99973977
 DS1403!UTM  13      -   0.99979353  x   1.00017306  =   0.99996655
 DS1403
 DS1403:                Primary Azimuth Mark                     Grid Az
 DS1403:SPC NM W     -  3310725005                               001 00 44.7
 DS1403:UTM  13      -  3310725005                               002 33 29.7
 DS1403
 DS1403|---------------------------------------------------------------------|
 DS1403| PID    Reference Object                     Distance      Geod. Az  |
 DS1403|                                                           dddmmss.s |
 DS1403| DS1402 3310725005                          APPROX. 3.0 KM 0011754.5 |
 DS1403|---------------------------------------------------------------------|
 DS1403
 DS1403                          SUPERSEDED SURVEY CONTROL
 DS1403
 DS1403  NAD 83(1986)-  33 03 11.23849(N)    107 18 31.96981(W) AD(       ) 2
 DS1403  NAD 27      -  33 03 10.97984(N)    107 18 29.86295(W) AD(       ) 2
 DS1403  NGVD 29 (07/19/86) 1338.2    (m)         4390.     (f) VERT ANG       
 DS1403
 DS1403.Superseded values are not recommended for survey control.
 DS1403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS1403.See file dsdata.txt to determine how the superseded data were derived.
 DS1403
 DS1403_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBS8442059546(NAD 83)
 DS1403_MARKER: DD = SURVEY DISK
 DS1403_SETTING: 0 = UNSPECIFIED SETTING
 DS1403_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DS1403
 DS1403  HISTORY     - Date     Condition        Report By
 DS1403  HISTORY     - 1974     MONUMENTED       NMHD
 DS1403
 DS1403                          STATION DESCRIPTION
 DS1403
 DS1403'DESCRIBED BY NM HIGHWAY DEPT 1974 (CWW)
 DS1403'THE STATION IS LOCATED IN SIERRA COUNTY ALONG INTERSTATE 25
 DS1403'AND IS ABOUT 6.1 MILES AIRLINE SOUTHWEST OF TRUTH OR CONSEQUENCES,
 DS1403'NEW MEXICO.
 DS1403'
 DS1403'TO REACH FROM THE INTERSECTION OF U.S. 85 (BROADWAY) AND S.R. 51
 DS1403'IN DOWNTOWN T OR C, GO SOUTH ON U.S. 85 3.35 MILES TO THE SOUTH
 DS1403'I-25 ON RAMP, CONTINUE SOUTH ON I-25 4.6 MILES TO THE STATION ON
 DS1403'THE LEFT.  THE STATION IS 93 FEET EAST OF THE CENTER OF THE
 DS1403'NORTH-BOUND LANE OF I-25.  IT IS 29 FEET WEST OF THE R/W FENCE.
 DS1403'
 DS1403'THE STATION IS A STANDARD NEW MEXICO HIGHWAY COMMISSION DISK SET IN
 DS1403'A CONCRETE MONUMENT PROJECTING ABOUT SIX INCHES ABOVE THE GROUND
 DS1403'AND STAMPED 3310725004, 1974.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS1402 ***********************************************************************
 DS1402  DESIGNATION -  3310725005
 DS1402  PID         -  DS1402
 DS1402  STATE/COUNTY-  NM/SIERRA
 DS1402  USGS QUAD   -  WILLIAMSBURG (1980)
 DS1402
 DS1402                         *CURRENT SURVEY CONTROL
 DS1402  ___________________________________________________________________
 DS1402* NAD 83(1992)-  33 04 47.09812(N)    107 18 29.38397(W)     ADJUSTED  
 DS1402* NAVD 88     -      1358.2    (meters)    4456.     (feet)  VERTCON   
 DS1402  ___________________________________________________________________
 DS1402  LAPLACE CORR-           0.59  (seconds)                    DEFLEC99
 DS1402  GEOID HEIGHT-         -23.47  (meters)                     GEOID03
 DS1402
 DS1402  HORZ ORDER  -  SECOND
 DS1402
 DS1402.The horizontal coordinates were established by classical geodetic methods
 DS1402.and adjusted by the National Geodetic Survey in December 1993..
 DS1402
 DS1402.The NAVD 88 height was computed by applying the VERTCON shift value to
 DS1402.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DS1402
 DS1402.The Laplace correction was computed from DEFLEC99 derived deflections.
 DS1402
 DS1402.The geoid height was determined by GEOID03.
 DS1402
 DS1402;                    North         East     Units Scale Factor Converg.
 DS1402;SPC NM W     -   230,721.780   879,030.922   MT  0.99994630   +0 17 11.9
 DS1402;SPC NM W     -   756,959.71  2,883,953.95   sFT  0.99994630   +0 17 11.9
 DS1402;UTM  13      - 3,662,497.432   284,551.552   MT  1.00017236   -1 15 37.1
 DS1402
 DS1402!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS1402!SPC NM W     -   0.99979050  x   0.99994630  =   0.99973681
 DS1402!UTM  13      -   0.99979050  x   1.00017236  =   0.99996282
 DS1402
 DS1402:                Primary Azimuth Mark                     Grid Az
 DS1402:SPC NM W     -  3310725006                               012 48 00.2
 DS1402:UTM  13      -  3310725006                               014 20 49.2
 DS1402
 DS1402|---------------------------------------------------------------------|
 DS1402| PID    Reference Object                     Distance      Geod. Az  |
 DS1402|                                                           dddmmss.s |
 DS1402| DS1401 3310725006                          APPROX. 3.0 KM 0130512.1 |
 DS1402|---------------------------------------------------------------------|
 DS1402
 DS1402                          SUPERSEDED SURVEY CONTROL
 DS1402
 DS1402  NAD 83(1986)-  33 04 47.10594(N)    107 18 29.38867(W) AD(       ) 2
 DS1402  NAD 27      -  33 04 46.84759(N)    107 18 27.27731(W) AD(       ) 2
 DS1402  NGVD 29 (07/19/86) 1357.5    (m)         4454.     (f) VERT ANG       
 DS1402
 DS1402.Superseded values are not recommended for survey control.
 DS1402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS1402.See file dsdata.txt to determine how the superseded data were derived.
 DS1402
 DS1402_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBS8455262497(NAD 83)
 DS1402_MARKER: DD = SURVEY DISK
 DS1402_SETTING: 0 = UNSPECIFIED SETTING
 DS1402_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DS1402
 DS1402  HISTORY     - Date     Condition        Report By
 DS1402  HISTORY     - 1974     MONUMENTED       NMHD
 DS1402
 DS1402                          STATION DESCRIPTION
 DS1402
 DS1402'DESCRIBED BY NM HIGHWAY DEPT 1974 (CWW)
 DS1402'THE STATION IS LOCATED IN SIERRA COUNTY ALONG INTERSTATE 25
 DS1402'AND IS ABOUT 4.6 MILES AIRLINE SOUTHWEST OF TRUTH OR CONSEQUENCES,
 DS1402'NEW MEXICO.
 DS1402'
 DS1402'TO REACH FROM THE INTERSECTION OF U.S. 85 (BROADWAY) AND S.R.51
 DS1402'IN DOWNTOWN T OR C, GO SOUTH ON U.S.85 3.35 MILES TO THE SOUTH
 DS1402'I-25 ON RAMP, CONTINUE SOUTH ON I-25 2.7 MILES TO THE STATION ON
 DS1402'THE RIGHT.  THE STATION IS 77 FEET WEST OF THE CENTER OF THE
 DS1402'SOUTH-BOUND LANE OF I-25.  IT IS 45 FEET EAST OF THE R/W FENCE ON
 DS1402'TOP OF A SHALLOW CUT.
 DS1402'
 DS1402'THE STATION IS A STANDARD NEW MEXICO HIGHWAY COMMISSION DISK
 DS1402'SET IN A CONCRETE MONUMENT PROJECTING ABOUT SIX INCHES ABOVE THE
 DS1402'GROUND AND STAMPED 3310725005, 1974.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS1401 ***********************************************************************
 DS1401  DESIGNATION -  3310725006
 DS1401  PID         -  DS1401
 DS1401  STATE/COUNTY-  NM/SIERRA
 DS1401  USGS QUAD   -  WILLIAMSBURG (1980)
 DS1401
 DS1401                         *CURRENT SURVEY CONTROL
 DS1401  ___________________________________________________________________
 DS1401* NAD 83(1992)-  33 06 21.62847(N)    107 18 03.27380(W)     ADJUSTED  
 DS1401* NAVD 88     -      1312.9    (meters)    4307.     (feet)  VERTCON   
 DS1401  ___________________________________________________________________
 DS1401  LAPLACE CORR-           0.65  (seconds)                    DEFLEC99
 DS1401  GEOID HEIGHT-         -23.41  (meters)                     GEOID03
 DS1401
 DS1401  HORZ ORDER  -  SECOND
 DS1401
 DS1401.The horizontal coordinates were established by classical geodetic methods
 DS1401.and adjusted by the National Geodetic Survey in December 1993..
 DS1401
 DS1401.The NAVD 88 height was computed by applying the VERTCON shift value to
 DS1401.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DS1401
 DS1401.The Laplace correction was computed from DEFLEC99 derived deflections.
 DS1401
 DS1401.The geoid height was determined by GEOID03.
 DS1401
 DS1401;                    North         East     Units Scale Factor Converg.
 DS1401;SPC NM W     -   233,637.220   879,693.291   MT  0.99994710   +0 17 26.9
 DS1401;SPC NM W     -   766,524.78  2,886,127.07   sFT  0.99994710   +0 17 26.9
 DS1401;UTM  13      - 3,665,394.569   285,292.578   MT  1.00016842   -1 15 26.0
 DS1401
 DS1401!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS1401!SPC NM W     -   0.99979760  x   0.99994710  =   0.99974471
 DS1401!UTM  13      -   0.99979760  x   1.00016842  =   0.99996598
 DS1401
 DS1401:                Primary Azimuth Mark                     Grid Az
 DS1401:SPC NM W     -  3310725007                               024 12 24.5
 DS1401:UTM  13      -  3310725007                               025 45 17.4
 DS1401
 DS1401|---------------------------------------------------------------------|
 DS1401| PID    Reference Object                     Distance      Geod. Az  |
 DS1401|                                                           dddmmss.s |
 DS1401| DS1399 3310725007                          APPROX. 2.5 KM 0242951.4 |
 DS1401|---------------------------------------------------------------------|
 DS1401
 DS1401                          SUPERSEDED SURVEY CONTROL
 DS1401
 DS1401  NAD 83(1986)-  33 06 21.63652(N)    107 18 03.27847(W) AD(       ) 2
 DS1401  NAD 27      -  33 06 21.37756(N)    107 18 01.16341(W) AD(       ) 2
 DS1401  NGVD 29 (07/19/86) 1312.2    (m)         4305.     (f) VERT ANG       
 DS1401
 DS1401.Superseded values are not recommended for survey control.
 DS1401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS1401.See file dsdata.txt to determine how the superseded data were derived.
 DS1401
 DS1401_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBS8529365395(NAD 83)
 DS1401_MARKER: DD = SURVEY DISK
 DS1401_SETTING: 0 = UNSPECIFIED SETTING
 DS1401_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DS1401
 DS1401  HISTORY     - Date     Condition        Report By
 DS1401  HISTORY     - 1974     MONUMENTED       NMHD
 DS1401
 DS1401                          STATION DESCRIPTION
 DS1401
 DS1401'DESCRIBED BY NM HIGHWAY DEPT 1974 (CWW)
 DS1401'THE STATION IS LOCATED IN SIERRA COUNTY ALONG INTERSTATE 25
 DS1401'AND IS ABOUT 3.1 MILES AIRLINE SOUTHWEST OF TRUTH OR CONSEQUENCES,
 DS1401'NEW MEXICO.
 DS1401'
 DS1401'TO REACH FROM THE INTERSECTION OF U.S. 85 (BROADWAY) AND S.R.51
 DS1401'IN DOWNTOWN T OR C, GO SOUTH ON U.S.85 3.35 MILES TO THE SOUTH
 DS1401'I-25 ON RAMP, CONTINUE SOUTH ON I-25 0.8 MILES TO THE STATION ON
 DS1401'THE LEFT.  THE STATION IS 77 FEET EAST OF THE CENTER OF THE
 DS1401'NORTH-BOUND LANE OF I-25.  IT IS 44 FEET WEST OF THE R/W FENCE ON
 DS1401'A SHALLOW CUT.
 DS1401'
 DS1401'THE STATION IS A STANDARD NEW MEXICO HIGHWAY COMMISSION DISK
 DS1401'SET IN A CONCRETE MONUMENT PROJECTING ABOUT SIX INCHES ABOVE THE
 DS1401'GROUND AND STAMPED 3310725006, 1974.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS1399 ***********************************************************************
 DS1399  DESIGNATION -  3310725007
 DS1399  PID         -  DS1399
 DS1399  STATE/COUNTY-  NM/SIERRA
 DS1399  USGS QUAD   -  CUCHILLO (1980)
 DS1399
 DS1399                         *CURRENT SURVEY CONTROL
 DS1399  ___________________________________________________________________
 DS1399* NAD 83(1992)-  33 07 36.04301(N)    107 17 22.97338(W)     ADJUSTED  
 DS1399* NAVD 88     -      1354.6    (meters)    4444.     (feet)  VERTCON   
 DS1399  ___________________________________________________________________
 DS1399  LAPLACE CORR-           0.80  (seconds)                    DEFLEC99
 DS1399  GEOID HEIGHT-         -23.34  (meters)                     GEOID03
 DS1399
 DS1399  HORZ ORDER  -  SECOND
 DS1399
 DS1399.The horizontal coordinates were established by classical geodetic methods
 DS1399.and adjusted by the National Geodetic Survey in December 1993..
 DS1399
 DS1399.The NAVD 88 height was computed by applying the VERTCON shift value to
 DS1399.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DS1399
 DS1399.The Laplace correction was computed from DEFLEC99 derived deflections.
 DS1399
 DS1399.The geoid height was determined by GEOID03.
 DS1399
 DS1399;                    North         East     Units Scale Factor Converg.
 DS1399;SPC NM W     -   235,934.946   880,726.255   MT  0.99994838   +0 17 49.5
 DS1399;SPC NM W     -   774,063.24  2,889,516.05   sFT  0.99994838   +0 17 49.5
 DS1399;UTM  13      - 3,667,664.038   286,387.493   MT  1.00016264   -1 15 06.4
 DS1399
 DS1399!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS1399!SPC NM W     -   0.99979104  x   0.99994838  =   0.99973943
 DS1399!UTM  13      -   0.99979104  x   1.00016264  =   0.99995365
 DS1399
 DS1399:                Primary Azimuth Mark                     Grid Az
 DS1399:SPC NM W     -  3310725008                               056 41 31.7
 DS1399:UTM  13      -  3310725008                               058 14 27.6
 DS1399
 DS1399|---------------------------------------------------------------------|
 DS1399| PID    Reference Object                     Distance      Geod. Az  |
 DS1399|                                                           dddmmss.s |
 DS1399| DS1398 3310725008                          APPROX. 1.7 KM 0565921.2 |
 DS1399|---------------------------------------------------------------------|
 DS1399
 DS1399                          SUPERSEDED SURVEY CONTROL
 DS1399
 DS1399  NAD 83(1986)-  33 07 36.05123(N)    107 17 22.97802(W) AD(       ) 2
 DS1399  NAD 27      -  33 07 35.79134(N)    107 17 20.86075(W) AD(       ) 2
 DS1399  NGVD 29 (07/19/86) 1353.9    (m)         4442.     (f) VERT ANG       
 DS1399
 DS1399.Superseded values are not recommended for survey control.
 DS1399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS1399.See file dsdata.txt to determine how the superseded data were derived.
 DS1399
 DS1399_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBS8638767664(NAD 83)
 DS1399_MARKER: DD = SURVEY DISK
 DS1399_SETTING: 0 = UNSPECIFIED SETTING
 DS1399_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DS1399
 DS1399  HISTORY     - Date     Condition        Report By
 DS1399  HISTORY     - 1974     MONUMENTED       NMHD
 DS1399
 DS1399                          STATION DESCRIPTION
 DS1399
 DS1399'DESCRIBED BY NM HIGHWAY DEPT 1974 (CWW)
 DS1399'THE STATION IS LOCATED IN SIERRA COUNTY ALONG INTERSTATE 25
 DS1399'AND IS ABOUT 2.1 MILES AIRLINE WEST OF TRUTH OR CONSEQUENCES,
 DS1399'NEW MEXICO.
 DS1399'
 DS1399'TO REACH FROM THE INTERSECTION OF U.S.85 (BROADWAY) AND S.R.51
 DS1399'IN DOWNTOWN T OR C, GO SOUTH ON U.S.85 3.35 MILES TO THE SOUTH
 DS1399'I-25 ON RAMP, THEN NORTH ON I-25 1.15 MILES TO THE STATION ON
 DS1399'THE LEFT.  THE STATION IS 137 FEET WEST OF THE CENTER OF THE
 DS1399'SOUTH-BOUND LANE OF I-25.  IT IS 20 FEET EAST OF THE R/W FENCE ON
 DS1399'TOP OF A LARGE CUT.
 DS1399'
 DS1399'THE STATION IS A STANDARD NEW MEXICO HIGHWAY COMMISSION DISK
 DS1399'SET IN A CONCRETE MONUMENT PROJECTING ABOUT SIX INCHES ABOVE THE
 DS1399'GROUND AND STAMPED 3310725007, 1974.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS1398 ***********************************************************************
 DS1398  DESIGNATION -  3310725008
 DS1398  PID         -  DS1398
 DS1398  STATE/COUNTY-  NM/SIERRA
 DS1398  USGS QUAD   -  CUCHILLO (1980)
 DS1398
 DS1398                         *CURRENT SURVEY CONTROL
 DS1398  ___________________________________________________________________
 DS1398* NAD 83(1992)-  33 08 06.92223(N)    107 16 26.47341(W)     ADJUSTED  
 DS1398* NAVD 88     -      1352.8    (meters)    4438.     (feet)  VERTCON   
 DS1398  ___________________________________________________________________
 DS1398  LAPLACE CORR-           1.01  (seconds)                    DEFLEC99
 DS1398  GEOID HEIGHT-         -23.31  (meters)                     GEOID03
 DS1398
 DS1398  HORZ ORDER  -  SECOND
 DS1398
 DS1398.The horizontal coordinates were established by classical geodetic methods
 DS1398.and adjusted by the National Geodetic Survey in December 1993..
 DS1398
 DS1398.The NAVD 88 height was computed by applying the VERTCON shift value to
 DS1398.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DS1398
 DS1398.The Laplace correction was computed from DEFLEC99 derived deflections.
 DS1398
 DS1398.The geoid height was determined by GEOID03.
 DS1398
 DS1398;                    North         East     Units Scale Factor Converg.
 DS1398;SPC NM W     -   236,893.898   882,185.681   MT  0.99995023   +0 18 20.7
 DS1398;SPC NM W     -   777,209.40  2,894,304.19   sFT  0.99995023   +0 18 20.7
 DS1398;UTM  13      - 3,668,583.380   287,872.619   MT  1.00015484   -1 14 36.5
 DS1398
 DS1398!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS1398!SPC NM W     -   0.99979132  x   0.99995023  =   0.99974156
 DS1398!UTM  13      -   0.99979132  x   1.00015484  =   0.99994613
 DS1398
 DS1398:                Primary Azimuth Mark                     Grid Az
 DS1398:SPC NM W     -  3310725009                               044 57 53.2
 DS1398:UTM  13      -  3310725009                               046 30 50.4
 DS1398
 DS1398|---------------------------------------------------------------------|
 DS1398| PID    Reference Object                     Distance      Geod. Az  |
 DS1398|                                                           dddmmss.s |
 DS1398| DS1395 3310725009                          APPROX. 2.7 KM 0451613.9 |
 DS1398|---------------------------------------------------------------------|
 DS1398
 DS1398                          SUPERSEDED SURVEY CONTROL
 DS1398
 DS1398  NAD 83(1986)-  33 08 06.93051(N)    107 16 26.47801(W) AD(       ) 2
 DS1398  NAD 27      -  33 08 06.66923(N)    107 16 24.36117(W) AD(       ) 2
 DS1398  NGVD 29 (07/19/86) 1352.1    (m)         4436.     (f) VERT ANG       
 DS1398
 DS1398.Superseded values are not recommended for survey control.
 DS1398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS1398.See file dsdata.txt to determine how the superseded data were derived.
 DS1398
 DS1398_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBS8787368583(NAD 83)
 DS1398_MARKER: DD = SURVEY DISK
 DS1398_SETTING: 0 = UNSPECIFIED SETTING
 DS1398_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DS1398
 DS1398  HISTORY     - Date     Condition        Report By
 DS1398  HISTORY     - 1974     MONUMENTED       NMHD
 DS1398
 DS1398                          STATION DESCRIPTION
 DS1398
 DS1398'DESCRIBED BY NM HIGHWAY DEPT 1974 (CWW)
 DS1398'THE STATION IS LOCATED IN SIERRA COUNTY ALONG INTERSTATE 25
 DS1398'AND IS ABOUT 1.3 MILES AIRLINE NORTHWEST OF TRUTH OR CONSEQUENCES,
 DS1398'NEW MEXICO.
 DS1398'
 DS1398'TO REACH FROM THE INTERSECTION OF U.S.85 (BROADWAY) AND S.R.51
 DS1398'IN DOWNTOWN T OR C, GO SOUTH ON U.S.85 3.35 MILES TO THE SOUTH
 DS1398'I-25 ON RAMP, THEN NORTH ON I-25 2.25 MILES TO THE STATION ON
 DS1398'THE RIGHT.  THE STATION IS 94 FEET EAST OF THE CENTER OF THE
 DS1398'NORTH-BOUND LANE OF I-25.  IT IS 65 FEET WEST OF THE R/W FENCE ON
 DS1398'SMALL CUT.
 DS1398'
 DS1398'THE STATION IS A STANDARD NEW MEXICO HIGHWAY COMMISSION DISK
 DS1398'SET IN A CONCRETE MONUMENT PROJECTING ABOUT SIX INCHES ABOVE THE
 DS1398'GROUND AND STAMPED 3310725008, 1974.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS1395 ***********************************************************************
 DS1395  DESIGNATION -  3310725009
 DS1395  PID         -  DS1395
 DS1395  STATE/COUNTY-  NM/SIERRA
 DS1395  USGS QUAD   -  CUCHILLO (1980)
 DS1395
 DS1395                         *CURRENT SURVEY CONTROL
 DS1395  ___________________________________________________________________
 DS1395* NAD 83(1992)-  33 09 09.39221(N)    107 15 11.49594(W)     ADJUSTED  
 DS1395* NAVD 88     -      1369.2    (meters)    4492.     (feet)  VERTCON   
 DS1395  ___________________________________________________________________
 DS1395  LAPLACE CORR-           0.79  (seconds)                    DEFLEC99
 DS1395  GEOID HEIGHT-         -23.26  (meters)                     GEOID03
 DS1395
 DS1395  HORZ ORDER  -  SECOND
 DS1395
 DS1395.The horizontal coordinates were established by classical geodetic methods
 DS1395.and adjusted by the National Geodetic Survey in December 1993..
 DS1395
 DS1395.The NAVD 88 height was computed by applying the VERTCON shift value to
 DS1395.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DS1395
 DS1395.The Laplace correction was computed from DEFLEC99 derived deflections.
 DS1395
 DS1395.The geoid height was determined by GEOID03.
 DS1395
 DS1395;                    North         East     Units Scale Factor Converg.
 DS1395;SPC NM W     -   238,828.885   884,118.286   MT  0.99995276   +0 19 02.2
 DS1395;SPC NM W     -   783,557.77  2,900,644.74   sFT  0.99995276   +0 19 02.2
 DS1395;UTM  13      - 3,670,465.770   289,857.237   MT  1.00014450   -1 13 57.6
 DS1395
 DS1395!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS1395!SPC NM W     -   0.99978873  x   0.99995276  =   0.99974150
 DS1395!UTM  13      -   0.99978873  x   1.00014450  =   0.99993320
 DS1395
 DS1395:                Primary Azimuth Mark                     Grid Az
 DS1395:SPC NM W     -  3310725010                               000 33 12.6
 DS1395:UTM  13      -  3310725010                               002 06 12.4
 DS1395
 DS1395|---------------------------------------------------------------------|
 DS1395| PID    Reference Object                     Distance      Geod. Az  |
 DS1395|                                                           dddmmss.s |
 DS1395| DS1393 3310725010                          APPROX. 3.0 KM 0005214.8 |
 DS1395|---------------------------------------------------------------------|
 DS1395
 DS1395                          SUPERSEDED SURVEY CONTROL
 DS1395
 DS1395  NAD 83(1986)-  33 09 09.40060(N)    107 15 11.50040(W) AD(       ) 2
 DS1395  NAD 27      -  33 09 09.13818(N)    107 15 09.38446(W) AD(       ) 2
 DS1395  NGVD 29 (07/19/86) 1368.6    (m)         4490.     (f) VERT ANG       
 DS1395
 DS1395.Superseded values are not recommended for survey control.
 DS1395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS1395.See file dsdata.txt to determine how the superseded data were derived.
 DS1395
 DS1395_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBS8985770466(NAD 83)
 DS1395_MARKER: DD = SURVEY DISK
 DS1395_SETTING: 0 = UNSPECIFIED SETTING
 DS1395_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DS1395
 DS1395  HISTORY     - Date     Condition        Report By
 DS1395  HISTORY     - 1974     MONUMENTED       NMHD
 DS1395
 DS1395                          STATION DESCRIPTION
 DS1395
 DS1395'DESCRIBED BY NM HIGHWAY DEPT 1974 (CWW)
 DS1395'THE STATION IS LOCATED IN SIERRA COUNTY ALONG INTERSTATE 25 AND
 DS1395'IS ABOUT 1.7 MILES AIRLINE NORTH OF TRUTH OR CONSEQUENCES, NEW
 DS1395'MEXICO.
 DS1395'
 DS1395'TO REACH FROM THE INTERSECTION OF U.S.85 (BROADWAY) AND S.R.51
 DS1395'IN DOWNTOWN T OR C, GO SOUTH ON U.S.85 3.35 MILES TO THE SOUTH
 DS1395'I-25 ON RAMP, THEN NORTH ON I-25 4.04 MILES TO THE STATION ON
 DS1395'THE RIGHT.  THE STATION IS 112 FEET EAST OF THE CENTER OF THE
 DS1395'NORTH-BOUND LANE OF I-25.  IT IS 54 FEET EAST OF THE TRUTH OR
 DS1395'CONSEQUENCES SIGN ON A MEDIUM SIZE CUT.
 DS1395'
 DS1395'THE STATION IS A STANDARD NEW MEXICO HIGHWAY COMMISSION DISK
 DS1395'SET IN A CONCRETE MONUMENT PROJECTING ABOUT SIX INCHES ABOVE THE
 DS1395'GROUND AND STAMPED 3310725009, 1974.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS1393 ***********************************************************************
 DS1393  DESIGNATION -  3310725010
 DS1393  PID         -  DS1393
 DS1393  STATE/COUNTY-  NM/SIERRA
 DS1393  USGS QUAD   -  CUCHILLO (1980)
 DS1393
 DS1393                         *CURRENT SURVEY CONTROL
 DS1393  ___________________________________________________________________
 DS1393* NAD 83(1992)-  33 10 47.61429(N)    107 15 09.72060(W)     ADJUSTED  
 DS1393* NAVD 88     -      1371.9    (meters)    4501.     (feet)  VERTCON   
 DS1393  ___________________________________________________________________
 DS1393  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 DS1393  GEOID HEIGHT-         -23.24  (meters)                     GEOID03
 DS1393
 DS1393  HORZ ORDER  -  SECOND
 DS1393
 DS1393.The horizontal coordinates were established by classical geodetic methods
 DS1393.and adjusted by the National Geodetic Survey in December 1993..
 DS1393
 DS1393.The NAVD 88 height was computed by applying the VERTCON shift value to
 DS1393.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DS1393
 DS1393.The Laplace correction was computed from DEFLEC99 derived deflections.
 DS1393
 DS1393.The geoid height was determined by GEOID03.
 DS1393
 DS1393;                    North         East     Units Scale Factor Converg.
 DS1393;SPC NM W     -   241,854.938   884,147.514   MT  0.99995280   +0 19 04.0
 DS1393;SPC NM W     -   793,485.74  2,900,740.64   sFT  0.99995280   +0 19 04.0
 DS1393;UTM  13      - 3,673,490.504   289,968.354   MT  1.00014392   -1 13 59.8
 DS1393
 DS1393!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS1393!SPC NM W     -   0.99978830  x   0.99995280  =   0.99974111
 DS1393!UTM  13      -   0.99978830  x   1.00014392  =   0.99993219
 DS1393
 DS1393:                Primary Azimuth Mark                     Grid Az
 DS1393:SPC NM W     -  3310725011                               358 33 10.9
 DS1393:UTM  13      -  3310725011                               000 06 14.7
 DS1393
 DS1393|---------------------------------------------------------------------|
 DS1393| PID    Reference Object                     Distance      Geod. Az  |
 DS1393|                                                           dddmmss.s |
 DS1393| DS1394 3310725011                          APPROX. 2.0 KM 3585214.9 |
 DS1393|---------------------------------------------------------------------|
 DS1393
 DS1393                          SUPERSEDED SURVEY CONTROL
 DS1393
 DS1393  NAD 83(1986)-  33 10 47.62288(N)    107 15 09.72493(W) AD(       ) 2
 DS1393  NAD 27      -  33 10 47.36045(N)    107 15 07.60612(W) AD(       ) 2
 DS1393  NGVD 29 (07/19/86) 1371.3    (m)         4499.     (f) VERT ANG       
 DS1393
 DS1393.Superseded values are not recommended for survey control.
 DS1393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS1393.See file dsdata.txt to determine how the superseded data were derived.
 DS1393
 DS1393_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBS8996873491(NAD 83)
 DS1393_MARKER: DD = SURVEY DISK
 DS1393_SETTING: 0 = UNSPECIFIED SETTING
 DS1393_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DS1393
 DS1393  HISTORY     - Date     Condition        Report By
 DS1393  HISTORY     - 1974     MONUMENTED       NMHD
 DS1393
 DS1393                          STATION DESCRIPTION
 DS1393
 DS1393'DESCRIBED BY NM HIGHWAY DEPT 1974 (CWW)
 DS1393'THE STATION IS LOCATED IN SIERRA COUNTY ALONG INTERSTATE 25 AND IS
 DS1393'ABOUT 3.6 MILES AIRLINE NORTH OF TRUTH OR CONSEQUENCES, NEW MEXICO.
 DS1393'
 DS1393'TO REACH FROM THE INTERSECTION OF U.S. 85 (BROADWAY) AND S.R.51
 DS1393'IN DOWNTOWN T OR C, GO NORTH ON U.S.85 1.80 MILES TO THE NORTH
 DS1393'I-25 ON RAMP, CONTINUE NORTH ON I-25 1.75 MILES TO THE STATION ON
 DS1393'THE RIGHT.  THE STATION IS 117 FEET EAST OF THE CENTER OF THE
 DS1393'NORTH-BOUND LANE OF I-25.  IT IS ON TOP OF A LARGE CUT 40 FEET
 DS1393'WEST OF THE R/W FENCE.
 DS1393'
 DS1393'THE STATION IS A STANDARD NEW MEXICO HIGHWAY COMMISSION DISK
 DS1393'SET IN A CONCRETE MONUMENT PROJECTING ABOUT SIX INCHES ABOVE THE
 DS1393'GROUND AND STAMPED 3310725010, 1974.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS1394 ***********************************************************************
 DS1394  DESIGNATION -  3310725011
 DS1394  PID         -  DS1394
 DS1394  STATE/COUNTY-  NM/SIERRA
 DS1394  USGS QUAD   -  CUCHILLO (1980)
 DS1394
 DS1394                         *CURRENT SURVEY CONTROL
 DS1394  ___________________________________________________________________
 DS1394* NAD 83(1992)-  33 11 50.92275(N)    107 15 11.20484(W)     ADJUSTED  
 DS1394* NAVD 88     -      1390.2    (meters)    4561.     (feet)  VERTCON   
 DS1394  ___________________________________________________________________
 DS1394  LAPLACE CORR-           0.01  (seconds)                    DEFLEC99
 DS1394  GEOID HEIGHT-         -23.23  (meters)                     GEOID03
 DS1394
 DS1394  HORZ ORDER  -  SECOND
 DS1394
 DS1394.The horizontal coordinates were established by classical geodetic methods
 DS1394.and adjusted by the National Geodetic Survey in December 1993..
 DS1394
 DS1394.The NAVD 88 height was computed by applying the VERTCON shift value to
 DS1394.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DS1394
 DS1394.The Laplace correction was computed from DEFLEC99 derived deflections.
 DS1394
 DS1394.The geoid height was determined by GEOID03.
 DS1394
 DS1394;                    North         East     Units Scale Factor Converg.
 DS1394;SPC NM W     -   243,804.993   884,098.254   MT  0.99995274   +0 19 03.7
 DS1394;SPC NM W     -   799,883.55  2,900,579.02   sFT  0.99995274   +0 19 03.7
 DS1394;UTM  13      - 3,675,441.551   289,971.909   MT  1.00014390   -1 14 02.7
 DS1394
 DS1394!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS1394!SPC NM W     -   0.99978544  x   0.99995274  =   0.99973819
 DS1394!UTM  13      -   0.99978544  x   1.00014390  =   0.99992931
 DS1394
 DS1394:                Primary Azimuth Mark                     Grid Az
 DS1394:SPC NM W     -  3310725012                               353 47 53.1
 DS1394:UTM  13      -  3310725012                               355 20 59.5
 DS1394
 DS1394|---------------------------------------------------------------------|
 DS1394| PID    Reference Object                     Distance      Geod. Az  |
 DS1394|                                                           dddmmss.s |
 DS1394| DS1396 3310725012                          APPROX. 2.9 KM 3540656.8 |
 DS1394|---------------------------------------------------------------------|
 DS1394
 DS1394                          SUPERSEDED SURVEY CONTROL
 DS1394
 DS1394  NAD 83(1986)-  33 11 50.93142(N)    107 15 11.20904(W) AD(       ) 2
 DS1394  NAD 27      -  33 11 50.66960(N)    107 15 09.08870(W) AD(       ) 2
 DS1394  NGVD 29 (07/19/86) 1389.5    (m)         4559.     (f) VERT ANG       
 DS1394
 DS1394.Superseded values are not recommended for survey control.
 DS1394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS1394.See file dsdata.txt to determine how the superseded data were derived.
 DS1394
 DS1394_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBS8997275442(NAD 83)
 DS1394_MARKER: DD = SURVEY DISK
 DS1394_SETTING: 0 = UNSPECIFIED SETTING
 DS1394_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DS1394
 DS1394  HISTORY     - Date     Condition        Report By
 DS1394  HISTORY     - 1974     MONUMENTED       NMHD
 DS1394
 DS1394                          STATION DESCRIPTION
 DS1394
 DS1394'DESCRIBED BY NM HIGHWAY DEPT 1974 (CWW)
 DS1394'THE STATION IS LOCATED IN SIERRA COUNTY ALONG INTERSTATE 25
 DS1394'AND IS ABOUT 4.8 MILES AIRLINE NORTH OF TRUTH OR CONSEQUENCES,
 DS1394'NEW MEXICO.
 DS1394'
 DS1394'TO REACH FROM THE INTERSECTION OF U.S.85 (BROADWAY) AND S.R.51
 DS1394'IN DOWNTOWN T OR C, GO NORTH ON U.S.85 1.80 MILES TO THE NORTH
 DS1394'I-25 ON RAMP, CONTINUE NORTH ON I-25 3.05 MILES TO THE STATION ON
 DS1394'THE RIGHT.  THE STATION IS 94 FEET EAST OF THE CENTER OF THE
 DS1394'NORTH-BOUND LANE OF I-25.  IT IS AT THE WEST END OF THE U.S.
 DS1394'BORDER PATROL CHECK STATION LOT.
 DS1394'
 DS1394'THE STATION IS A STANDARD NEW MEXICO HIGHWAY COMMISSION DISK
 DS1394'SET IN A CONCRETE MONUMENT PROJECTING ABOUT SIX INCHES ABOVE THE
 DS1394'GROUND AND STAMPED 3310725011, 1974.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS1396 ***********************************************************************
 DS1396  DESIGNATION -  3310725012
 DS1396  PID         -  DS1396
 DS1396  STATE/COUNTY-  NM/SIERRA
 DS1396  USGS QUAD   -  CUCHILLO (1980)
 DS1396
 DS1396                         *CURRENT SURVEY CONTROL
 DS1396  ___________________________________________________________________
 DS1396* NAD 83(1992)-  33 13 25.06217(N)    107 15 22.74835(W)     ADJUSTED  
 DS1396* NAVD 88     -      1456.0    (meters)    4777.     (feet)  VERTCON   
 DS1396  ___________________________________________________________________
 DS1396  LAPLACE CORR-          -0.74  (seconds)                    DEFLEC99
 DS1396  GEOID HEIGHT-         -23.22  (meters)                     GEOID03
 DS1396
 DS1396  HORZ ORDER  -  SECOND
 DS1396
 DS1396.The horizontal coordinates were established by classical geodetic methods
 DS1396.and adjusted by the National Geodetic Survey in December 1993..
 DS1396
 DS1396.The NAVD 88 height was computed by applying the VERTCON shift value to
 DS1396.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DS1396
 DS1396.The Laplace correction was computed from DEFLEC99 derived deflections.
 DS1396
 DS1396.The geoid height was determined by GEOID03.
 DS1396
 DS1396;                    North         East     Units Scale Factor Converg.
 DS1396;SPC NM W     -   246,703.389   883,783.284   MT  0.99995232   +0 18 58.2
 DS1396;SPC NM W     -   809,392.70  2,899,545.66   sFT  0.99995232   +0 18 58.2
 DS1396;UTM  13      - 3,678,347.974   289,735.526   MT  1.00014512   -1 14 12.2
 DS1396
 DS1396!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS1396!SPC NM W     -   0.99977511  x   0.99995232  =   0.99972744
 DS1396!UTM  13      -   0.99977511  x   1.00014512  =   0.99992020
 DS1396
 DS1396:                Primary Azimuth Mark                     Grid Az
 DS1396:SPC NM W     -  3310725013                               345 41 35.6
 DS1396:UTM  13      -  3310725013                               347 14 46.0
 DS1396
 DS1396|---------------------------------------------------------------------|
 DS1396| PID    Reference Object                     Distance      Geod. Az  |
 DS1396|                                                           dddmmss.s |
 DS1396| DS1397 3310725013                          APPROX. 2.6 KM 3460033.8 |
 DS1396|---------------------------------------------------------------------|
 DS1396
 DS1396                          SUPERSEDED SURVEY CONTROL
 DS1396
 DS1396  NAD 83(1986)-  33 13 25.07101(N)    107 15 22.75231(W) AD(       ) 2
 DS1396  NAD 27      -  33 13 24.80940(N)    107 15 20.62996(W) AD(       ) 2
 DS1396  NGVD 29 (07/19/86) 1455.3    (m)         4775.     (f) VERT ANG       
 DS1396
 DS1396.Superseded values are not recommended for survey control.
 DS1396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS1396.See file dsdata.txt to determine how the superseded data were derived.
 DS1396
 DS1396_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBS8973678348(NAD 83)
 DS1396_MARKER: DD = SURVEY DISK
 DS1396_SETTING: 0 = UNSPECIFIED SETTING
 DS1396_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DS1396
 DS1396  HISTORY     - Date     Condition        Report By
 DS1396  HISTORY     - 1974     MONUMENTED       NMHD
 DS1396
 DS1396                          STATION DESCRIPTION
 DS1396
 DS1396'DESCRIBED BY NM HIGHWAY DEPT 1974 (CWW)
 DS1396'THE STATION IS LOCATED IN SIERRA COUNTY ALONG INTERSTATE 25 AND IS
 DS1396'ABOUT 6.6 MILES AIRLINE NORTH OF TRUTH OR CONSEQUENCES, NEW
 DS1396'MEXICO.
 DS1396'
 DS1396'TO REACH FROM THE INTERSECTION OF U.S.85 (BROADWAY) AND S.R.51
 DS1396'IN DOWNTOWN T OR C, GO NORTH ON U.S.85 1.80 MILES TO THE NORTH
 DS1396'I-25 ON RAMP, CONTINUE NORTH ON I-25 4.95 MILES TO THE STATION ON
 DS1396'THE LEFT.  THE STATION IS 52 FEET EAST OF THE CENTER OF THE
 DS1396'NORTH-BOUND LANE OF I-25.  IT IS 5 FEET SOUTH OF A CONCRETE
 DS1396'CULVERT ON THE MEDIAN.
 DS1396'
 DS1396'THE STATION IS A STANDARD NEW MEXICO HIGHWAY COMMISSION DISK SET
 DS1396'IN A CONCRETE MONUMENT PROJECTING ABOUT SIX INCHES ABOVE THE
 DS1396'GROUND AND STAMPED 3310725012, 1974.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS1397 ***********************************************************************
 DS1397  DESIGNATION -  3310725013
 DS1397  PID         -  DS1397
 DS1397  STATE/COUNTY-  NM/SIERRA
 DS1397  USGS QUAD   -  CUCHILLO (1980)
 DS1397
 DS1397                         *CURRENT SURVEY CONTROL
 DS1397  ___________________________________________________________________
 DS1397* NAD 83(1992)-  33 14 47.17401(N)    107 15 47.09623(W)     ADJUSTED  
 DS1397* NAVD 88     -      1466.3    (meters)    4811.     (feet)  VERTCON   
 DS1397  ___________________________________________________________________
 DS1397  LAPLACE CORR-          -0.91  (seconds)                    DEFLEC99
 DS1397  GEOID HEIGHT-         -23.20  (meters)                     GEOID03
 DS1397
 DS1397  HORZ ORDER  -  SECOND
 DS1397
 DS1397.The horizontal coordinates were established by classical geodetic methods
 DS1397.and adjusted by the National Geodetic Survey in December 1993..
 DS1397
 DS1397.The NAVD 88 height was computed by applying the VERTCON shift value to
 DS1397.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DS1397
 DS1397.The Laplace correction was computed from DEFLEC99 derived deflections.
 DS1397
 DS1397.The geoid height was determined by GEOID03.
 DS1397
 DS1397;                    North         East     Units Scale Factor Converg.
 DS1397;SPC NM W     -   249,229.468   883,139.073   MT  0.99995147   +0 18 45.5
 DS1397;SPC NM W     -   817,680.35  2,897,432.11   sFT  0.99995147   +0 18 45.5
 DS1397;UTM  13      - 3,680,891.083   289,159.915   MT  1.00014811   -1 14 28.2
 DS1397
 DS1397!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS1397!SPC NM W     -   0.99977349  x   0.99995147  =   0.99972497
 DS1397!UTM  13      -   0.99977349  x   1.00014811  =   0.99992157
 DS1397
 DS1397:                Primary Azimuth Mark                     Grid Az
 DS1397:SPC NM W     -  AIRPORT                                  193 50 55.7
 DS1397:UTM  13      -  AIRPORT                                  195 24 09.4
 DS1397
 DS1397|---------------------------------------------------------------------|
 DS1397| PID    Reference Object                     Distance      Geod. Az  |
 DS1397|                                                           dddmmss.s |
 DS1397| DS1005 AIRPORT                             APPROX. 0.9 KM 1940941.2 |
 DS1397|---------------------------------------------------------------------|
 DS1397
 DS1397                          SUPERSEDED SURVEY CONTROL
 DS1397
 DS1397  NAD 83(1986)-  33 14 47.18303(N)    107 15 47.09999(W) AD(       ) 2
 DS1397  NAD 27      -  33 14 46.92185(N)    107 15 44.97578(W) AD(       ) 2
 DS1397  NGVD 29 (07/19/86) 1465.6    (m)         4808.     (f) VERT ANG       
 DS1397
 DS1397.Superseded values are not recommended for survey control.
 DS1397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS1397.See file dsdata.txt to determine how the superseded data were derived.
 DS1397
 DS1397_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBS8916080891(NAD 83)
 DS1397_MARKER: DD = SURVEY DISK
 DS1397_SETTING: 0 = UNSPECIFIED SETTING
 DS1397_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DS1397
 DS1397  HISTORY     - Date     Condition        Report By
 DS1397  HISTORY     - 1974     MONUMENTED       NMHD
 DS1397
 DS1397                          STATION DESCRIPTION
 DS1397
 DS1397'DESCRIBED BY NM HIGHWAY DEPT 1974 (CWW)
 DS1397'THE STATION IS LOCATED IN SIERRA COUNTY ALONG INTERSTATE 25 AND
 DS1397'IS ABOUT 8.2 MILES AIRLINE NORTH OF TRUTH OR CONSEQUENCES, NEW
 DS1397'MEXICO.
 DS1397'
 DS1397'TO REACH FROM THE INTERSECTION OF U.S.85 (BROADWAY) AND S.R.51
 DS1397'IN DOWNTOWN T OR C, GO NORTH ON U.S.85 1.80 MILES TO THE NORTH
 DS1397'I-25 ON RAMP, CONTINUE NORTH ON I-25 6.65 MILES TO THE STATION ON
 DS1397'THE RIGHT.  THE STATION IS 80 FEET EAST OF THE CENTER OF THE
 DS1397'NORTH-BOUND LANE OF I-25.  IT IS ON A SHALLOW CUT, 53 FEET WEST
 DS1397'OF THE R/W FENCE.
 DS1397'
 DS1397'THE STATION IS A STANDARD NEW MEXICO HIGHWAY COMMISSION DISK SET
 DS1397'IN A CONCRETE MONUMENT PROJECTING ABOUT SIX INCHES ABOVE THE
 DS1397'GROUND AND STAMPED 3310725013, 1974.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS1418 ***********************************************************************
 DS1418  DESIGNATION -  3310725014
 DS1418  PID         -  DS1418
 DS1418  STATE/COUNTY-  NM/SIERRA
 DS1418  USGS QUAD   -  HUERFANO HILL (1980)
 DS1418
 DS1418                         *CURRENT SURVEY CONTROL
 DS1418  ___________________________________________________________________
 DS1418* NAD 83(1992)-  33 15 36.61051(N)    107 16 03.00731(W)     ADJUSTED  
 DS1418* NAVD 88     -      1476.3    (meters)    4843.     (feet)  VERTCON   
 DS1418  ___________________________________________________________________
 DS1418  LAPLACE CORR-          -1.09  (seconds)                    DEFLEC99
 DS1418  GEOID HEIGHT-         -23.19  (meters)                     GEOID03
 DS1418
 DS1418  HORZ ORDER  -  SECOND
 DS1418
 DS1418.The horizontal coordinates were established by classical geodetic methods
 DS1418.and adjusted by the National Geodetic Survey in December 1993..
 DS1418
 DS1418.The NAVD 88 height was computed by applying the VERTCON shift value to
 DS1418.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DS1418
 DS1418.The Laplace correction was computed from DEFLEC99 derived deflections.
 DS1418
 DS1418.The geoid height was determined by GEOID03.
 DS1418
 DS1418;                    North         East     Units Scale Factor Converg.
 DS1418;SPC NM W     -   250,750.175   882,718.964   MT  0.99995092   +0 18 37.2
 DS1418;SPC NM W     -   822,669.53  2,896,053.80   sFT  0.99995092   +0 18 37.2
 DS1418;UTM  13      - 3,682,422.927   288,781.129   MT  1.00015008   -1 14 38.6
 DS1418
 DS1418!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS1418!SPC NM W     -   0.99977192  x   0.99995092  =   0.99972285
 DS1418!UTM  13      -   0.99977192  x   1.00015008  =   0.99992197
 DS1418
 DS1418:                Primary Azimuth Mark                     Grid Az
 DS1418:SPC NM W     -  3310725015                               344 29 28.9
 DS1418:UTM  13      -  3310725015                               346 02 44.7
 DS1418
 DS1418|---------------------------------------------------------------------|
 DS1418| PID    Reference Object                     Distance      Geod. Az  |
 DS1418|                                                           dddmmss.s |
 DS1418| DS1419 3310725015                          APPROX. 2.4 KM 3444806.1 |
 DS1418|---------------------------------------------------------------------|
 DS1418
 DS1418                          SUPERSEDED SURVEY CONTROL
 DS1418
 DS1418  NAD 83(1986)-  33 15 36.61944(N)    107 16 03.01090(W) AD(       ) 2
 DS1418  NAD 27      -  33 15 36.35891(N)    107 16 00.88589(W) AD(       ) 2
 DS1418  NGVD 29 (07/19/86) 1475.6    (m)         4841.     (f) VERT ANG       
 DS1418
 DS1418.Superseded values are not recommended for survey control.
 DS1418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS1418.See file dsdata.txt to determine how the superseded data were derived.
 DS1418
 DS1418_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBS8878182423(NAD 83)
 DS1418_MARKER: DD = SURVEY DISK
 DS1418_SETTING: 0 = UNSPECIFIED SETTING
 DS1418_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DS1418
 DS1418  HISTORY     - Date     Condition        Report By
 DS1418  HISTORY     - 1974     MONUMENTED       NMHD
 DS1418
 DS1418                          STATION DESCRIPTION
 DS1418
 DS1418'DESCRIBED BY NM HIGHWAY DEPT 1974 (CWW)
 DS1418'THE STATION IS LOCATED IN SIERRA COUNTY ALONG INTERSTATE 25 AND
 DS1418'IS ABOUT 9.2 MILES AIRLINE NORTH OF TRUTH OR CONSEQUENCES, NEW
 DS1418'MEXICO.
 DS1418'
 DS1418'TO REACH FROM THE INTERSECTION OF U.S.85 (BROADWAY) AND S.R.51
 DS1418'IN DOWNTOWN T OR C, GO NORTH ON U.S.85 1.80 MILES TO THE NORTH
 DS1418'I-25 ON RAMP, CONTINUE NORTH ON I-25 7.65 MILES TO THE STATION ON
 DS1418'THE RIGHT.  THE STATION IS 75 FEET EAST OF THE CENTER OF THE
 DS1418'NORTH-BOUND LANE OF I-25.  IT IS 10 FEET WEST OF THE R/W FENCE.
 DS1418'
 DS1418'THE STATION IS A STANDARD NEW MEXICO COMMISSION DISK SET IN A
 DS1418'CONCRETE MONUMENT PROJECTING ABOUT SIX INCHES ABOVE THE
 DS1418'GROUND AND STAMPED 3310725014, 1974.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS1419 ***********************************************************************
 DS1419  DESIGNATION -  3310725015
 DS1419  PID         -  DS1419
 DS1419  STATE/COUNTY-  NM/SIERRA
 DS1419  USGS QUAD   -  HUERFANO HILL (1980)
 DS1419
 DS1419                         *CURRENT SURVEY CONTROL
 DS1419  ___________________________________________________________________
 DS1419* NAD 83(1992)-  33 16 50.99758(N)    107 16 27.06685(W)     ADJUSTED  
 DS1419* NAVD 88     -      1489.6    (meters)    4887.     (feet)  VERTCON   
 DS1419  ___________________________________________________________________
 DS1419  LAPLACE CORR-          -1.36  (seconds)                    DEFLEC99
 DS1419  GEOID HEIGHT-         -23.17  (meters)                     GEOID03
 DS1419
 DS1419  HORZ ORDER  -  SECOND
 DS1419
 DS1419.The horizontal coordinates were established by classical geodetic methods
 DS1419.and adjusted by the National Geodetic Survey in December 1993..
 DS1419
 DS1419.The NAVD 88 height was computed by applying the VERTCON shift value to
 DS1419.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DS1419
 DS1419.The Laplace correction was computed from DEFLEC99 derived deflections.
 DS1419
 DS1419.The geoid height was determined by GEOID03.
 DS1419
 DS1419;                    North         East     Units Scale Factor Converg.
 DS1419;SPC NM W     -   253,038.402   882,084.008   MT  0.99995010   +0 18 24.6
 DS1419;SPC NM W     -   830,176.82  2,893,970.62   sFT  0.99995010   +0 18 24.6
 DS1419;UTM  13      - 3,684,728.003   288,208.379   MT  1.00015307   -1 14 54.3
 DS1419
 DS1419!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS1419!SPC NM W     -   0.99976983  x   0.99995010  =   0.99971994
 DS1419!UTM  13      -   0.99976983  x   1.00015307  =   0.99992286
 DS1419
 DS1419:                Primary Azimuth Mark                     Grid Az
 DS1419:SPC NM W     -  3310725016                               322 18 24.8
 DS1419:UTM  13      -  3310725016                               323 51 43.7
 DS1419
 DS1419|---------------------------------------------------------------------|
 DS1419| PID    Reference Object                     Distance      Geod. Az  |
 DS1419|                                                           dddmmss.s |
 DS1419| DS1422 3310725016                          APPROX. 1.8 KM 3223649.4 |
 DS1419|---------------------------------------------------------------------|
 DS1419
 DS1419                          SUPERSEDED SURVEY CONTROL
 DS1419
 DS1419  NAD 83(1986)-  33 16 51.00626(N)    107 16 27.07017(W) AD(       ) 2
 DS1419  NAD 27      -  33 16 50.74610(N)    107 16 24.94408(W) AD(       ) 2
 DS1419  NGVD 29 (07/19/86) 1488.9    (m)         4885.     (f) VERT ANG       
 DS1419
 DS1419.Superseded values are not recommended for survey control.
 DS1419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS1419.See file dsdata.txt to determine how the superseded data were derived.
 DS1419
 DS1419_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBS8820884728(NAD 83)
 DS1419_MARKER: DD = SURVEY DISK
 DS1419_SETTING: 0 = UNSPECIFIED SETTING
 DS1419_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DS1419
 DS1419  HISTORY     - Date     Condition        Report By
 DS1419  HISTORY     - 1974     MONUMENTED       NMHD
 DS1419
 DS1419                          STATION DESCRIPTION
 DS1419
 DS1419'DESCRIBED BY NM HIGHWAY DEPT 1974 (CWW)
 DS1419'THE STATION IS LOCATED IN SIERRA COUNTY ALONG INTERSTATE 25
 DS1419'AND IS ABOUT 10.6 MILES AIRLINE NORTH OF TRUTH OR CONSEQUENCES, NEW
 DS1419'MEXICO.
 DS1419'
 DS1419'TO REACH FROM THE INTERSECTION OF U.S.85 (BROADWAY) AND S.R.51
 DS1419'IN DOWNTOWN T OR C, GO NORTH ON U.S.85 1.80 MILES TO THE NORTH
 DS1419'I-25 ON RAMP, CONTINUE NORTH ON I-25 9.2 MILES TO THE STATION ON
 DS1419'THE RIGHT.  THE STATION IS 57 FEET EAST OF THE CENTER OF THE
 DS1419'NORTH-BOUND LANE OF I-25.  IT IS AT THE SOUTH EDGE OF A CONCRETE
 DS1419'BOX CULVERT, 2 FEET WEST OF THE R/W FENCE LINE.
 DS1419'
 DS1419'THE STATION IS A STANDARD NEW MEXICO HIGHWAY COMMISSION DISK SET
 DS1419'IN A CONCRETE MONUMENT PROJECTING ABOUT SIX INCHES ABOVE THE
 DS1419'GROUND AND STAMPED 3310725015, 1974.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS1422 ***********************************************************************
 DS1422  DESIGNATION -  3310725016
 DS1422  PID         -  DS1422
 DS1422  STATE/COUNTY-  NM/SIERRA
 DS1422  USGS QUAD   -  HUERFANO HILL (1980)
 DS1422
 DS1422                         *CURRENT SURVEY CONTROL
 DS1422  ___________________________________________________________________
 DS1422* NAD 83(1992)-  33 17 37.96495(N)    107 17 09.80666(W)     ADJUSTED  
 DS1422* NAVD 88     -      1511.2    (meters)    4958.     (feet)  VERTCON   
 DS1422  ___________________________________________________________________
 DS1422  LAPLACE CORR-          -1.60  (seconds)                    DEFLEC99
 DS1422  GEOID HEIGHT-         -23.14  (meters)                     GEOID03
 DS1422
 DS1422  HORZ ORDER  -  SECOND
 DS1422
 DS1422.The horizontal coordinates were established by classical geodetic methods
 DS1422.and adjusted by the National Geodetic Survey in December 1993..
 DS1422
 DS1422.The NAVD 88 height was computed by applying the VERTCON shift value to
 DS1422.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DS1422
 DS1422.The Laplace correction was computed from DEFLEC99 derived deflections.
 DS1422
 DS1422.The geoid height was determined by GEOID03.
 DS1422
 DS1422;                    North         East     Units Scale Factor Converg.
 DS1422;SPC NM W     -   254,479.429   880,970.530   MT  0.99994869   +0 18 01.5
 DS1422;SPC NM W     -   834,904.59  2,890,317.48   sFT  0.99994869   +0 18 01.5
 DS1422;UTM  13      - 3,686,199.029   287,134.207   MT  1.00015869   -1 15 19.3
 DS1422
 DS1422!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS1422!SPC NM W     -   0.99976644  x   0.99994869  =   0.99971514
 DS1422!UTM  13      -   0.99976644  x   1.00015869  =   0.99992509
 DS1422
 DS1422:                Primary Azimuth Mark                     Grid Az
 DS1422:SPC NM W     -  3310725017                               339 30 44.8
 DS1422:UTM  13      -  3310725017                               341 04 05.6
 DS1422
 DS1422|---------------------------------------------------------------------|
 DS1422| PID    Reference Object                     Distance      Geod. Az  |
 DS1422|                                                           dddmmss.s |
 DS1422| DS1423 3310725017                          APPROX. 0.8 KM 3394846.3 |
 DS1422|---------------------------------------------------------------------|
 DS1422
 DS1422                          SUPERSEDED SURVEY CONTROL
 DS1422
 DS1422  NAD 83(1986)-  33 17 37.97353(N)    107 17 09.80978(W) AD(       ) 2
 DS1422  NAD 27      -  33 17 37.71379(N)    107 17 07.68210(W) AD(       ) 2
 DS1422  NGVD 29 (07/19/86) 1510.5    (m)         4956.     (f) VERT ANG       
 DS1422
 DS1422.Superseded values are not recommended for survey control.
 DS1422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS1422.See file dsdata.txt to determine how the superseded data were derived.
 DS1422
 DS1422_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBS8713486199(NAD 83)
 DS1422_MARKER: DD = SURVEY DISK
 DS1422_SETTING: 0 = UNSPECIFIED SETTING
 DS1422_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DS1422
 DS1422  HISTORY     - Date     Condition        Report By
 DS1422  HISTORY     - 1974     MONUMENTED       NMHD
 DS1422
 DS1422                          STATION DESCRIPTION
 DS1422
 DS1422'DESCRIBED BY NM HIGHWAY DEPT 1974 (CWW)
 DS1422'THE STATION IS LOCATED IN SIERRA COUNTY ALONG INTERSTATE 25
 DS1422'AND IS ABOUT 11.6 MILES AIRLINE NORTH OF TRUTH OR CONSEQUENCES, NEW
 DS1422'MEXICO.
 DS1422'
 DS1422'TO REACH FROM THE INTERSECTION OF U.S.85 (BROADWAY) AND S.R.51
 DS1422'IN DOWNTOWN T OR C, GO NORTH ON U.S.85 1.80 MILES TO THE NORTH
 DS1422'I-25 ON RAMP, CONTINUE NORTH ON I-25 10.4 MILES TO THE STATION ON
 DS1422'THE RIGHT.  THE STATION IS 150 FEET EAST OF THE CENTER OF THE
 DS1422'NORTH-BOUND LANE OF I-25.  IT IS 9 FEET SOUTHWEST OF THE
 DS1422'GUARDRAIL AT THE SOUTHEAST CORNER OF THE CUCHILLO, MONTICELLO
 DS1422'BRIDGE.
 DS1422'
 DS1422'THE STATION IS A STANDARD NEW MEXICO HIGHWAY COMMISSION DISK
 DS1422'SET IN A CONCRETE MONUMENT PROJECTING ABOUT SIX INCHES ABOVE THE
 DS1422'GROUND AND STAMPED 3310725016, 1974.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS1423 ***********************************************************************
 DS1423  DESIGNATION -  3310725017
 DS1423  PID         -  DS1423
 DS1423  STATE/COUNTY-  NM/SIERRA
 DS1423  USGS QUAD   -  HUERFANO HILL (1980)
 DS1423
 DS1423                         *CURRENT SURVEY CONTROL
 DS1423  ___________________________________________________________________
 DS1423* NAD 83(1992)-  33 18 01.15271(N)    107 17 19.95929(W)     ADJUSTED  
 DS1423* NAVD 88     -      1508.4    (meters)    4949.     (feet)  VERTCON   
 DS1423  ___________________________________________________________________
 DS1423  LAPLACE CORR-          -1.68  (seconds)                    DEFLEC99
 DS1423  GEOID HEIGHT-         -23.13  (meters)                     GEOID03
 DS1423
 DS1423  HORZ ORDER  -  SECOND
 DS1423
 DS1423.The horizontal coordinates were established by classical geodetic methods
 DS1423.and adjusted by the National Geodetic Survey in December 1993..
 DS1423
 DS1423.The NAVD 88 height was computed by applying the VERTCON shift value to
 DS1423.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DS1423
 DS1423.The Laplace correction was computed from DEFLEC99 derived deflections.
 DS1423
 DS1423.The geoid height was determined by GEOID03.
 DS1423
 DS1423;                    North         East     Units Scale Factor Converg.
 DS1423;SPC NM W     -   255,192.383   880,704.143   MT  0.99994835   +0 17 56.1
 DS1423;SPC NM W     -   837,243.68  2,889,443.51   sFT  0.99994835   +0 17 56.1
 DS1423;UTM  13      - 3,686,919.105   286,887.225   MT  1.00015999   -1 15 25.7
 DS1423
 DS1423!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS1423!SPC NM W     -   0.99976687  x   0.99994835  =   0.99971523
 DS1423!UTM  13      -   0.99976687  x   1.00015999  =   0.99992683
 DS1423
 DS1423:                Primary Azimuth Mark                     Grid Az
 DS1423:SPC NM W     -  3310725018                               352 23 28.0
 DS1423:UTM  13      -  3310725018                               353 56 49.8
 DS1423
 DS1423|---------------------------------------------------------------------|
 DS1423| PID    Reference Object                     Distance      Geod. Az  |
 DS1423|                                                           dddmmss.s |
 DS1423| DS1424 3310725018                          APPROX. 3.4 KM 3524124.1 |
 DS1423|---------------------------------------------------------------------|
 DS1423
 DS1423                          SUPERSEDED SURVEY CONTROL
 DS1423
 DS1423  NAD 83(1986)-  33 18 01.16128(N)    107 17 19.96236(W) AD(       ) 2
 DS1423  NAD 27      -  33 18 00.90196(N)    107 17 17.83434(W) AD(       ) 2
 DS1423  NGVD 29 (07/19/86) 1507.7    (m)         4947.     (f) VERT ANG       
 DS1423
 DS1423.Superseded values are not recommended for survey control.
 DS1423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS1423.See file dsdata.txt to determine how the superseded data were derived.
 DS1423
 DS1423_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBS8688786919(NAD 83)
 DS1423_MARKER: DD = SURVEY DISK
 DS1423_SETTING: 0 = UNSPECIFIED SETTING
 DS1423_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DS1423
 DS1423  HISTORY     - Date     Condition        Report By
 DS1423  HISTORY     - 1974     MONUMENTED       NMHD
 DS1423
 DS1423                          STATION DESCRIPTION
 DS1423
 DS1423'DESCRIBED BY NM HIGHWAY DEPT 1974 (CWW)
 DS1423'THE STATION IS LOCATED IN SIERRA COUNTY ALONG INTERSTATE 25 AND IS
 DS1423'ABOUT 12.1 MILES AIRLINE NORTH OF TRUTH OR CONSEQUENCES, NEW
 DS1423'MEXICO.
 DS1423'
 DS1423'TO REACH FROM THE INTERSECTION OF U.S.85 (BROADWAY) AND S.R.51
 DS1423'IN DOWNTOWN T OR C, GO NORTH ON U.S.85 1.80 MILES TO THE NORTH
 DS1423'I-25 ON RAMP, CONTINUE NORTH ON I-25 11.15 MILES TO THE STATION
 DS1423'ON THE RIGHT.  THE STATION IS 163 FEET EAST OF THE CENTER OF THE
 DS1423'NORTH-BOUND LANE OF I-25.  IT IS ON TOP OF A LARGE CUT AT
 DS1423'MONTICELLO CANYON, 9 FEET WEST OF R/W FENCE.
 DS1423'
 DS1423'THE STATION IS A STANDARD NEW MEXICO HIGHWAY COMMISSION DISK
 DS1423'SET IN A CONCRETE MONUMENT PROJECTING ABOUT SIX INCHES ABOVE THE
 DS1423'GROUND AND STAMPED 3310725017, 1974.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS1424 ***********************************************************************
 DS1424  DESIGNATION -  3310725018
 DS1424  PID         -  DS1424
 DS1424  STATE/COUNTY-  NM/SIERRA
 DS1424  USGS QUAD   -  HUERFANO HILL (1980)
 DS1424
 DS1424                         *CURRENT SURVEY CONTROL
 DS1424  ___________________________________________________________________
 DS1424* NAD 83(1992)-  33 19 49.81432(N)    107 17 36.56438(W)     ADJUSTED  
 DS1424* NAVD 88     -      1528.9    (meters)    5016.     (feet)  VERTCON   
 DS1424  ___________________________________________________________________
 DS1424  LAPLACE CORR-          -1.87  (seconds)                    DEFLEC99
 DS1424  GEOID HEIGHT-         -23.08  (meters)                     GEOID03
 DS1424
 DS1424  HORZ ORDER  -  SECOND
 DS1424
 DS1424.The horizontal coordinates were established by classical geodetic methods
 DS1424.and adjusted by the National Geodetic Survey in December 1993..
 DS1424
 DS1424.The NAVD 88 height was computed by applying the VERTCON shift value to
 DS1424.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DS1424
 DS1424.The Laplace correction was computed from DEFLEC99 derived deflections.
 DS1424
 DS1424.The geoid height was determined by GEOID03.
 DS1424
 DS1424;                    North         East     Units Scale Factor Converg.
 DS1424;SPC NM W     -   258,537.617   880,257.258   MT  0.99994780   +0 17 47.9
 DS1424;SPC NM W     -   848,218.83  2,887,977.35   sFT  0.99994780   +0 17 47.9
 DS1424;UTM  13      - 3,690,275.959   286,531.306   MT  1.00016185   -1 15 38.4
 DS1424
 DS1424!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS1424!SPC NM W     -   0.99976365  x   0.99994780  =   0.99971146
 DS1424!UTM  13      -   0.99976365  x   1.00016185  =   0.99992546
 DS1424
 DS1424:                Primary Azimuth Mark                     Grid Az
 DS1424:SPC NM W     -  3310725019                               019 51 57.7
 DS1424:UTM  13      -  3310725019                               021 25 24.0
 DS1424
 DS1424|---------------------------------------------------------------------|
 DS1424| PID    Reference Object                     Distance      Geod. Az  |
 DS1424|                                                           dddmmss.s |
 DS1424| DS1421 3310725019                          APPROX. 2.4 KM 0200945.6 |
 DS1424|---------------------------------------------------------------------|
 DS1424
 DS1424                          SUPERSEDED SURVEY CONTROL
 DS1424
 DS1424  NAD 83(1986)-  33 19 49.82271(N)    107 17 36.56715(W) AD(       ) 2
 DS1424  NAD 27      -  33 19 49.56388(N)    107 17 34.43991(W) AD(       ) 2
 DS1424  NGVD 29 (07/19/86) 1528.2    (m)         5014.     (f) VERT ANG       
 DS1424
 DS1424.Superseded values are not recommended for survey control.
 DS1424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS1424.See file dsdata.txt to determine how the superseded data were derived.
 DS1424
 DS1424_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBS8653190276(NAD 83)
 DS1424_MARKER: DD = SURVEY DISK
 DS1424_SETTING: 0 = UNSPECIFIED SETTING
 DS1424_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DS1424
 DS1424  HISTORY     - Date     Condition        Report By
 DS1424  HISTORY     - 1974     MONUMENTED       NMHD
 DS1424
 DS1424                          STATION DESCRIPTION
 DS1424
 DS1424'DESCRIBED BY NM HIGHWAY DEPT 1974 (CWW)
 DS1424'THE STATION IS LOCATED IN SIERRA COUNTY ALONG INTERSTATE 25
 DS1424'AND IS ABOUT 14.2 MILES AIRLINE NORTH OF TRUTH OR CONSEQUENCES,
 DS1424'NEW MEXICO.
 DS1424'
 DS1424'TO REACH FROM THE INTERSECTION OF U.S.85 (BROADWAY) AND S.R.51
 DS1424'IN DOWNTOWN T OR C, GO NORTH ON U.S.85 1.80 MILES TO THE NORTH
 DS1424'I-25 ON RAMP, CONTINUE NORTH ON I-25 13.4 MILES TO THE STATION ON
 DS1424'THE RIGHT.  THE STATION IS 110 FEET EAST OF THE CENTER OF THE
 DS1424'NORTH-BOUND LANE OF I-25.  IT IS 5 FEET NORTHWEST OF THE
 DS1424'GUARDRAIL AT THE NORTHEAST CORNER OF THE MITCHELL POINT BRIDGE.
 DS1424'
 DS1424'THE STATION IS A STANDARD NEW MEXICO HIGHWAY COMMISSION DISK
 DS1424'SET IN A CONCRETE MONUMENT PROJECTING ABOUT SIX INCHES ABOVE THE
 DS1424'GROUND AND STAMPED 3310725018, 1974.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS1421 ***********************************************************************
 DS1421  DESIGNATION -  3310725019
 DS1421  PID         -  DS1421
 DS1421  STATE/COUNTY-  NM/SIERRA
 DS1421  USGS QUAD   -  HUERFANO HILL (1980)
 DS1421
 DS1421                         *CURRENT SURVEY CONTROL
 DS1421  ___________________________________________________________________
 DS1421* NAD 83(1992)-  33 21 03.84125(N)    107 17 04.17547(W)     ADJUSTED  
 DS1421* NAVD 88     -      1522.4    (meters)    4995.     (feet)  VERTCON   
 DS1421  ___________________________________________________________________
 DS1421  LAPLACE CORR-          -2.32  (seconds)                    DEFLEC99
 DS1421  GEOID HEIGHT-         -23.05  (meters)                     GEOID03
 DS1421
 DS1421  HORZ ORDER  -  SECOND
 DS1421
 DS1421.The horizontal coordinates were established by classical geodetic methods
 DS1421.and adjusted by the National Geodetic Survey in December 1993..
 DS1421
 DS1421.The NAVD 88 height was computed by applying the VERTCON shift value to
 DS1421.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DS1421
 DS1421.The Laplace correction was computed from DEFLEC99 derived deflections.
 DS1421
 DS1421.The geoid height was determined by GEOID03.
 DS1421
 DS1421;                    North         East     Units Scale Factor Converg.
 DS1421;SPC NM W     -   260,822.499   881,082.839   MT  0.99994883   +0 18 06.3
 DS1421;SPC NM W     -   855,715.15  2,890,685.95   sFT  0.99994883   +0 18 06.3
 DS1421;UTM  13      - 3,692,538.031   287,418.881   MT  1.00015719   -1 15 23.1
 DS1421
 DS1421!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS1421!SPC NM W     -   0.99976466  x   0.99994883  =   0.99971351
 DS1421!UTM  13      -   0.99976466  x   1.00015719  =   0.99992182
 DS1421
 DS1421:                Primary Azimuth Mark                     Grid Az
 DS1421:SPC NM W     -  3310725020                               019 14 31.2
 DS1421:UTM  13      -  3310725020                               020 48 00.6
 DS1421
 DS1421|---------------------------------------------------------------------|
 DS1421| PID    Reference Object                     Distance      Geod. Az  |
 DS1421|                                                           dddmmss.s |
 DS1421| DS1420 3310725020                          APPROX. 1.6 KM 0193237.5 |
 DS1421|---------------------------------------------------------------------|
 DS1421
 DS1421                          SUPERSEDED SURVEY CONTROL
 DS1421
 DS1421  NAD 83(1986)-  33 21 03.84948(N)    107 17 04.17810(W) AD(       ) 2
 DS1421  NAD 27      -  33 21 03.59164(N)    107 17 02.05328(W) AD(       ) 2
 DS1421  NGVD 29 (07/19/86) 1521.7    (m)         4992.     (f) VERT ANG       
 DS1421
 DS1421.Superseded values are not recommended for survey control.
 DS1421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS1421.See file dsdata.txt to determine how the superseded data were derived.
 DS1421
 DS1421_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBS8741992538(NAD 83)
 DS1421_MARKER: DD = SURVEY DISK
 DS1421_SETTING: 0 = UNSPECIFIED SETTING
 DS1421_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DS1421
 DS1421  HISTORY     - Date     Condition        Report By
 DS1421  HISTORY     - 1974     MONUMENTED       NMHD
 DS1421
 DS1421                          STATION DESCRIPTION
 DS1421
 DS1421'DESCRIBED BY NM HIGHWAY DEPT 1974 (CWW)
 DS1421'THE STATION IS LOCATED IN SIERRA COUNTY ALONG INTERSTATE 25
 DS1421'AND IS ABOUT 15.5 MILES AIRLINE NORTH OF TRUTH OR CONSEQUENCES,
 DS1421'NEW MEXICO.
 DS1421'
 DS1421'TO REACH FROM THE INTERSECTION OF U.S.85 (BROADWAY) AND S.R.51
 DS1421'IN DOWNTOWN T OR C, GO NORTH ON U.S.85 1.80 MILES TO THE NORTH
 DS1421'I-25 ON RAMP, CONTINUE NORTH ON I-25 15 MILES TO THE STATION ON
 DS1421'THE RIGHT.  THE STATION IS 211 FEET EAST OF THE CENTER OF THE
 DS1421'NORTH-BOUND LANE OF I-25.  IT IS AT THE BEGINNING OF THE TWO LANE
 DS1421'HIGHWAY, ON A SHALLOW CUT, 4 FEET WEST OF THE R/W FENCE.
 DS1421'
 DS1421'THE STATION IS A STANDARD NEW MEXICO HIGHWAY COMMISSION DISK
 DS1421'SET IN A CONCRETE MONUMENT PROJECTING ABOUT SIX INCHES ABOVE THE
 DS1421'GROUND AND STAMPED 3310725019, 1974.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS1420 ***********************************************************************
 DS1420  DESIGNATION -  3310725020
 DS1420  PID         -  DS1420
 DS1420  STATE/COUNTY-  NM/SIERRA
 DS1420  USGS QUAD   -  HUERFANO HILL (1980)
 DS1420
 DS1420                         *CURRENT SURVEY CONTROL
 DS1420  ___________________________________________________________________
 DS1420* NAD 83(1992)-  33 21 53.92091(N)    107 16 42.98952(W)     ADJUSTED  
 DS1420* NAVD 88     -      1518.9    (meters)    4983.     (feet)  VERTCON   
 DS1420  ___________________________________________________________________
 DS1420  LAPLACE CORR-          -2.51  (seconds)                    DEFLEC99
 DS1420  GEOID HEIGHT-         -23.03  (meters)                     GEOID03
 DS1420
 DS1420  HORZ ORDER  -  SECOND
 DS1420
 DS1420.The horizontal coordinates were established by classical geodetic methods
 DS1420.and adjusted by the National Geodetic Survey in December 1993..
 DS1420
 DS1420.The NAVD 88 height was computed by applying the VERTCON shift value to
 DS1420.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DS1420
 DS1420.The Laplace correction was computed from DEFLEC99 derived deflections.
 DS1420
 DS1420.The geoid height was determined by GEOID03.
 DS1420
 DS1420;                    North         East     Units Scale Factor Converg.
 DS1420;SPC NM W     -   262,368.182   881,622.372   MT  0.99994951   +0 18 18.3
 DS1420;SPC NM W     -   860,786.28  2,892,456.07   sFT  0.99994951   +0 18 18.3
 DS1420;UTM  13      - 3,694,068.785   288,000.372   MT  1.00015414   -1 15 13.1
 DS1420
 DS1420!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS1420!SPC NM W     -   0.99976521  x   0.99994951  =   0.99971473
 DS1420!UTM  13      -   0.99976521  x   1.00015414  =   0.99991931
 DS1420
 DS1420:                Primary Azimuth Mark                     Grid Az
 DS1420:SPC NM W     -  3310725021                               020 07 13.8
 DS1420:UTM  13      -  3310725021                               021 40 45.2
 DS1420
 DS1420|---------------------------------------------------------------------|
 DS1420| PID    Reference Object                     Distance      Geod. Az  |
 DS1420|                                                           dddmmss.s |
 DS1420| DS1415 3310725021                          APPROX. 2.3 KM 0202532.1 |
 DS1420|---------------------------------------------------------------------|
 DS1420
 DS1420                          SUPERSEDED SURVEY CONTROL
 DS1420
 DS1420  NAD 83(1986)-  33 21 53.92906(N)    107 16 42.99206(W) AD(       ) 2
 DS1420  NAD 27      -  33 21 53.67211(N)    107 16 40.86851(W) AD(       ) 2
 DS1420  NGVD 29 (07/19/86) 1518.2    (m)         4981.     (f) VERT ANG       
 DS1420
 DS1420.Superseded values are not recommended for survey control.
 DS1420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS1420.See file dsdata.txt to determine how the superseded data were derived.
 DS1420
 DS1420_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBS8800094069(NAD 83)
 DS1420_MARKER: DD = SURVEY DISK
 DS1420_SETTING: 0 = UNSPECIFIED SETTING
 DS1420_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DS1420
 DS1420  HISTORY     - Date     Condition        Report By
 DS1420  HISTORY     - 1974     MONUMENTED       NMHD
 DS1420
 DS1420                          STATION DESCRIPTION
 DS1420
 DS1420'DESCRIBED BY NM HIGHWAY DEPT 1974 (CWW)
 DS1420'THE STATION IS LOCATED IN SIERRA COUNTY ALONG INTERSTATE 25
 DS1420'AND IS ABOUT 16.4 MILES AIRLINE NORTH OF TRUTH OR CONSEQUENCES,
 DS1420'NEW MEXICO.
 DS1420'
 DS1420'TO REACH FROM THE INTERSECTION OF U.S.85 (BROADWAY) AND S.R.51
 DS1420'IN DOWNTOWN T OR C, GO NORTH ON U.S.85 1.80 MILES TO THE NORTH
 DS1420'I-25 ON RAMP, CONTINUE NORTH ON I-25 16.05 MILES TO THE STATION ON
 DS1420'THE RIGHT.  THE STATION IS 159 FEET EAST OF THE CENTER OF THE
 DS1420'NORTH-BOUND LANE OF I-25.  IT IS 9 FEET WEST OF THE R/W FENCE.
 DS1420'
 DS1420'THE STATION IS A STANDARD NEW MEXICO HIGHWAY COMMISSION DISK
 DS1420'SET IN A CONCRETE MONUMENT PROJECTING ABOUT SIX INCHES ABOVE THE
 DS1420'GROUND AND STAMPED 3310725020, 1974.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS1415 ***********************************************************************
 DS1415  DESIGNATION -  3310725021
 DS1415  PID         -  DS1415
 DS1415  STATE/COUNTY-  NM/SIERRA
 DS1415  USGS QUAD   -  SIERRA FIJARDO (1995)
 DS1415
 DS1415                         *CURRENT SURVEY CONTROL
 DS1415  ___________________________________________________________________
 DS1415* NAD 83(1992)-  33 23 04.60231(N)    107 16 11.61285(W)     ADJUSTED  
 DS1415* NAVD 88     -      1511.7    (meters)    4960.     (feet)  VERTCON   
 DS1415  ___________________________________________________________________
 DS1415  LAPLACE CORR-          -2.91  (seconds)                    DEFLEC99
 DS1415  GEOID HEIGHT-         -23.01  (meters)                     GEOID03
 DS1415
 DS1415  HORZ ORDER  -  SECOND
 DS1415
 DS1415.The horizontal coordinates were established by classical geodetic methods
 DS1415.and adjusted by the National Geodetic Survey in December 1993..
 DS1415
 DS1415.The NAVD 88 height was computed by applying the VERTCON shift value to
 DS1415.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DS1415
 DS1415.The Laplace correction was computed from DEFLEC99 derived deflections.
 DS1415
 DS1415.The geoid height was determined by GEOID03.
 DS1415
 DS1415;                    North         East     Units Scale Factor Converg.
 DS1415;SPC NM W     -   264,549.994   882,421.684   MT  0.99995054   +0 18 36.2
 DS1415;SPC NM W     -   867,944.44  2,895,078.47   sFT  0.99995054   +0 18 36.2
 DS1415;UTM  13      - 3,696,228.477   288,858.925   MT  1.00014966   -1 14 58.1
 DS1415
 DS1415!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS1415!SPC NM W     -   0.99976634  x   0.99995054  =   0.99971689
 DS1415!UTM  13      -   0.99976634  x   1.00014966  =   0.99991596
 DS1415
 DS1415:                Primary Azimuth Mark                     Grid Az
 DS1415:SPC NM W     -  3310725022                               019 56 17.4
 DS1415:UTM  13      -  3310725022                               021 29 51.7
 DS1415
 DS1415|---------------------------------------------------------------------|
 DS1415| PID    Reference Object                     Distance      Geod. Az  |
 DS1415|                                                           dddmmss.s |
 DS1415| DS1414 3310725022                          APPROX. 1.8 KM 0201453.6 |
 DS1415|---------------------------------------------------------------------|
 DS1415
 DS1415                          SUPERSEDED SURVEY CONTROL
 DS1415
 DS1415  NAD 83(1986)-  33 23 04.61037(N)    107 16 11.61531(W) AD(       ) 2
 DS1415  NAD 27      -  33 23 04.35488(N)    107 16 09.49299(W) AD(       ) 2
 DS1415  NGVD 29 (07/19/86) 1511.0    (m)         4957.     (f) VERT ANG       
 DS1415
 DS1415.Superseded values are not recommended for survey control.
 DS1415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS1415.See file dsdata.txt to determine how the superseded data were derived.
 DS1415
 DS1415_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBS8885996228(NAD 83)
 DS1415_MARKER: DD = SURVEY DISK
 DS1415_SETTING: 0 = UNSPECIFIED SETTING
 DS1415_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DS1415
 DS1415  HISTORY     - Date     Condition        Report By
 DS1415  HISTORY     - 1974     MONUMENTED       NMHD
 DS1415
 DS1415                          STATION DESCRIPTION
 DS1415
 DS1415'DESCRIBED BY NM HIGHWAY DEPT 1974 (CWW)
 DS1415'THE STATION IS LOCATED IN SIERRA COUNTY ALONG INTERSTATE 25
 DS1415'AND IS ABOUT 17.7 MILES AIRLINE NORTH OF TRUTH OR CONSEQUENCES,
 DS1415'NEW MEXICO.
 DS1415'
 DS1415'TO REACH FROM THE INTERSECTION OF U.S.85 (BROADWAY) AND S.R.51
 DS1415'IN DOWNTOWN T OR C, GO NORTH ON U.S.85 1.80 MILES TO THE NORTH
 DS1415'I-25 ON RAMP, CONTINUE NORTH ON I-25 17.55 MILES TO THE STATION ON
 DS1415'THE RIGHT.  THE STATION IS 196 FEET EAST OF THE CENTER OF THE
 DS1415'NORTH-BOUND LANE OF I-25.  IT IS 18 FEET WEST OF THE R/W FENCE.
 DS1415'
 DS1415'THE STATION IS A STANDARD NEW MEXICO HIGHWAY COMMISSION DISK
 DS1415'SET IN A CONCRETE MONUMENT PROJECTING ABOUT SIX INCHES ABOVE THE
 DS1415'GROUND AND STAMPED 3310725021, 1974.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS1414 ***********************************************************************
 DS1414  DESIGNATION -  3310725022
 DS1414  PID         -  DS1414
 DS1414  STATE/COUNTY-  NM/SIERRA
 DS1414  USGS QUAD   -  SIERRA FIJARDO (1995)
 DS1414
 DS1414                         *CURRENT SURVEY CONTROL
 DS1414  ___________________________________________________________________
 DS1414* NAD 83(1992)-  33 24 00.31851(N)    107 15 47.10900(W)     ADJUSTED  
 DS1414* NAVD 88     -      1508.4    (meters)    4949.     (feet)  VERTCON   
 DS1414  ___________________________________________________________________
 DS1414  LAPLACE CORR-          -2.97  (seconds)                    DEFLEC99
 DS1414  GEOID HEIGHT-         -22.99  (meters)                     GEOID03
 DS1414
 DS1414  HORZ ORDER  -  SECOND
 DS1414
 DS1414.The horizontal coordinates were established by classical geodetic methods
 DS1414.and adjusted by the National Geodetic Survey in December 1993..
 DS1414
 DS1414.The NAVD 88 height was computed by applying the VERTCON shift value to
 DS1414.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DS1414
 DS1414.The Laplace correction was computed from DEFLEC99 derived deflections.
 DS1414
 DS1414.The geoid height was determined by GEOID03.
 DS1414
 DS1414;                    North         East     Units Scale Factor Converg.
 DS1414;SPC NM W     -   266,269.878   883,045.568   MT  0.99995135   +0 18 50.1
 DS1414;SPC NM W     -   873,587.09  2,897,125.33   sFT  0.99995135   +0 18 50.1
 DS1414;UTM  13      - 3,697,931.077   289,529.527   MT  1.00014617   -1 14 46.5
 DS1414
 DS1414!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS1414!SPC NM W     -   0.99976685  x   0.99995135  =   0.99971821
 DS1414!UTM  13      -   0.99976685  x   1.00014617  =   0.99991299
 DS1414
 DS1414:                Primary Azimuth Mark                     Grid Az
 DS1414:SPC NM W     -  PANKEY                                   204 58 51.4
 DS1414:UTM  13      -  PANKEY                                   206 32 28.0
 DS1414
 DS1414|---------------------------------------------------------------------|
 DS1414| PID    Reference Object                     Distance      Geod. Az  |
 DS1414|                                                           dddmmss.s |
 DS1414| DS1022 PANKEY                              APPROX. 1.3 KM 2051741.5 |
 DS1414|---------------------------------------------------------------------|
 DS1414
 DS1414                          SUPERSEDED SURVEY CONTROL
 DS1414
 DS1414  NAD 83(1986)-  33 24 00.32652(N)    107 15 47.11141(W) AD(       ) 2
 DS1414  NAD 27      -  33 24 00.07217(N)    107 15 44.98971(W) AD(       ) 2
 DS1414  NGVD 29 (07/19/86) 1507.7    (m)         4947.     (f) VERT ANG       
 DS1414
 DS1414.Superseded values are not recommended for survey control.
 DS1414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS1414.See file dsdata.txt to determine how the superseded data were derived.
 DS1414
 DS1414_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBS8953097931(NAD 83)
 DS1414_MARKER: DD = SURVEY DISK
 DS1414_SETTING: 0 = UNSPECIFIED SETTING
 DS1414_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DS1414
 DS1414  HISTORY     - Date     Condition        Report By
 DS1414  HISTORY     - 1974     MONUMENTED       NMHD
 DS1414
 DS1414                          STATION DESCRIPTION
 DS1414
 DS1414'DESCRIBED BY NM HIGHWAY DEPT 1974 (CWW)
 DS1414'THE STATION IS LOCATED IN SIERRA COUNTY ALONG INTERSTATE 25
 DS1414'AND IS ABOUT 18.8 MILES AIRLINE NORTH OF TRUTH OR CONSEQUENCES,
 DS1414'NEW MEXICO.
 DS1414'
 DS1414'TO REACH FROM THE INTERSECTION OF U.S.85 (BROADWAY) AND S.R.51
 DS1414'IN DOWNTOWN T OR C, GO NORTH ON U.S.85 1.80 MILES TO THE NORTH
 DS1414'I-25 ON RAMP, CONTINUE NORTH ON I-25 18.75 MILES TO THE STATION ON
 DS1414'THE RIGHT.  THE STATION IS 210 FEET EAST OF THE CENTER OF THE
 DS1414'NORTHBOUND LANE OF I-25.  IT IS 5 FEET WEST OF THE R/W FENCE.
 DS1414'
 DS1414'THE STATION IS A STANDARD NEW MEXICO HIGHWAY COMMISSION DISK
 DS1414'SET IN A CONCRETE MONUMENT PROJECTING ABOUT SIX INCHES ABOVE THE
 DS1414'GROUND AND STAMPED 33107250022, 1974.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS1413 ***********************************************************************
 DS1413  DESIGNATION -  3310725023
 DS1413  PID         -  DS1413
 DS1413  STATE/COUNTY-  NM/SIERRA
 DS1413  USGS QUAD   -  SIERRA FIJARDO (1995)
 DS1413
 DS1413                         *CURRENT SURVEY CONTROL
 DS1413  ___________________________________________________________________
 DS1413* NAD 83(1992)-  33 25 06.78269(N)    107 15 18.04810(W)     ADJUSTED  
 DS1413* NAVD 88     -      1503.7    (meters)    4933.     (feet)  VERTCON   
 DS1413  ___________________________________________________________________
 DS1413  LAPLACE CORR-          -3.20  (seconds)                    DEFLEC99
 DS1413  GEOID HEIGHT-         -22.96  (meters)                     GEOID03
 DS1413
 DS1413  HORZ ORDER  -  SECOND
 DS1413
 DS1413.The horizontal coordinates were established by classical geodetic methods
 DS1413.and adjusted by the National Geodetic Survey in December 1993..
 DS1413
 DS1413.The NAVD 88 height was computed by applying the VERTCON shift value to
 DS1413.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DS1413
 DS1413.The Laplace correction was computed from DEFLEC99 derived deflections.
 DS1413
 DS1413.The geoid height was determined by GEOID03.
 DS1413
 DS1413;                    North         East     Units Scale Factor Converg.
 DS1413;SPC NM W     -   268,321.576   883,785.116   MT  0.99995232   +0 19 06.7
 DS1413;SPC NM W     -   880,318.37  2,899,551.67   sFT  0.99995232   +0 19 06.7
 DS1413;UTM  13      - 3,699,962.263   290,324.828   MT  1.00014205   -1 14 32.7
 DS1413
 DS1413!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS1413!SPC NM W     -   0.99976758  x   0.99995232  =   0.99971991
 DS1413!UTM  13      -   0.99976758  x   1.00014205  =   0.99990960
 DS1413
 DS1413:                Primary Azimuth Mark                     Grid Az
 DS1413:SPC NM W     -  3310725024                               026 11 57.7
 DS1413:UTM  13      -  3310725024                               027 45 37.1
 DS1413
 DS1413|---------------------------------------------------------------------|
 DS1413| PID    Reference Object                     Distance      Geod. Az  |
 DS1413|                                                           dddmmss.s |
 DS1413| DS1386 3310725024                          APPROX. 3.6 KM 0263104.4 |
 DS1413|---------------------------------------------------------------------|
 DS1413
 DS1413                          SUPERSEDED SURVEY CONTROL
 DS1413
 DS1413  NAD 83(1986)-  33 25 06.79060(N)    107 15 18.05050(W) AD(       ) 2
 DS1413  NAD 27      -  33 25 06.53754(N)    107 15 15.92914(W) AD(       ) 2
 DS1413  NGVD 29 (07/19/86) 1503.0    (m)         4931.     (f) VERT ANG       
 DS1413
 DS1413.Superseded values are not recommended for survey control.
 DS1413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS1413.See file dsdata.txt to determine how the superseded data were derived.
 DS1413
 DS1413_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBS9032599962(NAD 83)
 DS1413_MARKER: DD = SURVEY DISK
 DS1413_SETTING: 0 = UNSPECIFIED SETTING
 DS1413_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DS1413
 DS1413  HISTORY     - Date     Condition        Report By
 DS1413  HISTORY     - 1974     MONUMENTED       NMHD
 DS1413
 DS1413                          STATION DESCRIPTION
 DS1413
 DS1413'DESCRIBED BY NM HIGHWAY DEPT 1974 (CWW)
 DS1413'THE STATION IS LOCATED IN SIERRA COUNTY ALONG INTERSTATE 25
 DS1413'AND IS ABOUT 20 MILES AIRLINE NORTH OF TRUTH OR CONSEQUENCES,
 DS1413'NEW MEXICO.
 DS1413'
 DS1413'TO REACH FROM THE INTERSECTION OF U.S.85 (BROADWAY) AND S.R.51
 DS1413'IN DOWNTOWN T OR C, GO NORTH ON U.S.85 1.80 MILES TO THE NORTH
 DS1413'I-25 ON RAMP, CONTINUE NORTH ON I-25 20.15 MILES TO THE STATION ON
 DS1413'THE RIGHT.  THE STATION IS 214 FEET EAST OF THE CENTER OF THE
 DS1413'NORTHBOUND LANE OF I-25.  IT IS ON A SHALLOW CUT, 4 FEET WEST OF
 DS1413'THE R/W FENCE.
 DS1413'
 DS1413'THE STATION IS A STANDARD NEW MEXICO HIGHWAY COMMISSION DISK
 DS1413'SET IN A CONCRETE MONUMENT PROJECTING ABOUT SIX INCHES ABOVE THE
 DS1413'GROUND AND STAMPED 3310725023, 1974.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS1386 ***********************************************************************
 DS1386  DESIGNATION -  3310725024
 DS1386  PID         -  DS1386
 DS1386  STATE/COUNTY-  NM/SIERRA
 DS1386  USGS QUAD   -  ROMERO CANYON (1980)
 DS1386
 DS1386                         *CURRENT SURVEY CONTROL
 DS1386  ___________________________________________________________________
 DS1386* NAD 83(1992)-  33 26 51.30345(N)    107 14 15.83337(W)     ADJUSTED  
 DS1386* NAVD 88     -      1552.4    (meters)    5093.     (feet)  VERTCON   
 DS1386  ___________________________________________________________________
 DS1386  LAPLACE CORR-          -3.77  (seconds)                    DEFLEC99
 DS1386  GEOID HEIGHT-         -22.94  (meters)                     GEOID03
 DS1386
 DS1386  HORZ ORDER  -  SECOND
 DS1386
 DS1386.The horizontal coordinates were established by classical geodetic methods
 DS1386.and adjusted by the National Geodetic Survey in December 1993..
 DS1386
 DS1386.The NAVD 88 height was computed by applying the VERTCON shift value to
 DS1386.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DS1386
 DS1386.The Laplace correction was computed from DEFLEC99 derived deflections.
 DS1386
 DS1386.The geoid height was determined by GEOID03.
 DS1386
 DS1386;                    North         East     Units Scale Factor Converg.
 DS1386;SPC NM W     -   271,550.619   885,373.950   MT  0.99995446   +0 19 41.8
 DS1386;SPC NM W     -   890,912.32  2,904,764.37   sFT  0.99995446   +0 19 41.8
 DS1386;UTM  13      - 3,703,147.398   292,001.374   MT  1.00013341   -1 14 01.8
 DS1386
 DS1386!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS1386!SPC NM W     -   0.99975994  x   0.99995446  =   0.99971441
 DS1386!UTM  13      -   0.99975994  x   1.00013341  =   0.99989332
 DS1386
 DS1386:                Primary Azimuth Mark                     Grid Az
 DS1386:SPC NM W     -  3310725025                               029 53 33.9
 DS1386:UTM  13      -  3310725025                               031 27 17.5
 DS1386
 DS1386|---------------------------------------------------------------------|
 DS1386| PID    Reference Object                     Distance      Geod. Az  |
 DS1386|                                                           dddmmss.s |
 DS1386| DS1385 3310725025                          APPROX. 1.3 KM 0301315.7 |
 DS1386|---------------------------------------------------------------------|
 DS1386
 DS1386                          SUPERSEDED SURVEY CONTROL
 DS1386
 DS1386  NAD 83(1986)-  33 26 51.31118(N)    107 14 15.83576(W) AD(       ) 2
 DS1386  NAD 27      -  33 26 51.05910(N)    107 14 13.71535(W) AD(       ) 2
 DS1386  NGVD 29 (07/19/86) 1551.7    (m)         5091.     (f) VERT ANG       
 DS1386
 DS1386.Superseded values are not recommended for survey control.
 DS1386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS1386.See file dsdata.txt to determine how the superseded data were derived.
 DS1386
 DS1386_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBT9200103147(NAD 83)
 DS1386_MARKER: DD = SURVEY DISK
 DS1386_SETTING: 0 = UNSPECIFIED SETTING
 DS1386_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DS1386
 DS1386  HISTORY     - Date     Condition        Report By
 DS1386  HISTORY     - 1974     MONUMENTED       NMHD
 DS1386
 DS1386                          STATION DESCRIPTION
 DS1386
 DS1386'DESCRIBED BY NM HIGHWAY DEPT 1974 (CWW)
 DS1386'THE STATION IS LOCATED IN SIERRA COUNTY ALONG INTERSTATE 25 AND
 DS1386'IS ABOUT 22.1 MILES AIRLINE NORTH OF TRUTH OR CONSEQUENCES,
 DS1386'NEW MEXICO.
 DS1386'
 DS1386'TO REACH FROM THE INTERSECTION OF U.S.85 (BROADWAY) AND S.R.51
 DS1386'IN DOWNTOWN T OR C, GO NORTH ON U.S.85 1.80 MILES TO THE NORTH
 DS1386'I-25 ON RAMP, CONTINUE NORTH ON I-25 22.55 MILES TO THE STATION
 DS1386'ON THE RIGHT.  THE STATION IS 194 FEET EAST OF THE CENTER OF THE
 DS1386'NORTHBOUND LANE OF I-25.  IT IS 12 FEET SOUTHEAST OF THE
 DS1386'GUARDRAIL AT THE SOUTHEAST CORNER OF THE RED ROCK BRIDGE.
 DS1386'
 DS1386'THE STATION IS A STANDARD NEW MEXICO HIGHWAY COMMISSION DISK
 DS1386'SET IN A CONCRETE MONUMENT PROJECTING ABOUT SIX INCHES ABOVE THE
 DS1386'GROUND AND STAMPED 3310725024, 1974.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS1385 ***********************************************************************
 DS1385  DESIGNATION -  3310725025
 DS1385  PID         -  DS1385
 DS1385  STATE/COUNTY-  NM/SIERRA
 DS1385  USGS QUAD   -  ROMERO CANYON (1980)
 DS1385
 DS1385                         *CURRENT SURVEY CONTROL
 DS1385  ___________________________________________________________________
 DS1385* NAD 83(1992)-  33 27 27.05328(N)    107 13 50.98889(W)     ADJUSTED  
 DS1385* NAVD 88     -      1552.4    (meters)    5093.     (feet)  VERTCON   
 DS1385  ___________________________________________________________________
 DS1385  LAPLACE CORR-          -3.71  (seconds)                    DEFLEC99
 DS1385  GEOID HEIGHT-         -22.93  (meters)                     GEOID03
 DS1385
 DS1385  HORZ ORDER  -  SECOND
 DS1385
 DS1385.The horizontal coordinates were established by classical geodetic methods
 DS1385.and adjusted by the National Geodetic Survey in December 1993..
 DS1385
 DS1385.The NAVD 88 height was computed by applying the VERTCON shift value to
 DS1385.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DS1385
 DS1385.The Laplace correction was computed from DEFLEC99 derived deflections.
 DS1385
 DS1385.The geoid height was determined by GEOID03.
 DS1385
 DS1385;                    North         East     Units Scale Factor Converg.
 DS1385;SPC NM W     -   272,655.667   886,009.194   MT  0.99995533   +0 19 55.8
 DS1385;SPC NM W     -   894,537.80  2,906,848.50   sFT  0.99995533   +0 19 55.8
 DS1385;UTM  13      - 3,704,234.908   292,666.627   MT  1.00013000   -1 13 49.2
 DS1385
 DS1385!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS1385!SPC NM W     -   0.99975994  x   0.99995533  =   0.99971528
 DS1385!UTM  13      -   0.99975994  x   1.00013000  =   0.99988991
 DS1385
 DS1385:                Primary Azimuth Mark                     Grid Az
 DS1385:SPC NM W     -  3310725026                               019 51 50.5
 DS1385:UTM  13      -  3310725026                               021 25 35.5
 DS1385
 DS1385|---------------------------------------------------------------------|
 DS1385| PID    Reference Object                     Distance      Geod. Az  |
 DS1385|                                                           dddmmss.s |
 DS1385| DS1384 3310725026                          APPROX. 1.6 KM 0201146.3 |
 DS1385|---------------------------------------------------------------------|
 DS1385
 DS1385                          SUPERSEDED SURVEY CONTROL
 DS1385
 DS1385  NAD 83(1986)-  33 27 27.06098(N)    107 13 50.99128(W) AD(       ) 2
 DS1385  NAD 27      -  33 27 26.80948(N)    107 13 48.87101(W) AD(       ) 2
 DS1385  NGVD 29 (07/19/86) 1551.7    (m)         5091.     (f) VERT ANG       
 DS1385
 DS1385.Superseded values are not recommended for survey control.
 DS1385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS1385.See file dsdata.txt to determine how the superseded data were derived.
 DS1385
 DS1385_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBT9266704235(NAD 83)
 DS1385_MARKER: DD = SURVEY DISK
 DS1385_SETTING: 0 = UNSPECIFIED SETTING
 DS1385_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DS1385
 DS1385  HISTORY     - Date     Condition        Report By
 DS1385  HISTORY     - 1974     MONUMENTED       NMHD
 DS1385
 DS1385                          STATION DESCRIPTION
 DS1385
 DS1385'DESCRIBED BY NM HIGHWAY DEPT 1974 (CWW)
 DS1385'THE STATION IS LOCATED IN SIERRA COUNTY ALONG INTERSTATE 25
 DS1385'AND IS ABOUT 22.8 MILES AIRLINE NORTH OF TRUTH OR CONSEQUENCES,
 DS1385'NEW MEXICO.
 DS1385'
 DS1385'TO REACH FROM THE INTERSECTION OF U.S.85 (BROADWAY) AND S.R.51
 DS1385'IN DOWNTOWN T OR C, GO NORTH ON U.S.85 1.80 MILES TO THE NORTH
 DS1385'I-25 ON RAMP, CONTINUE NORTH ON I-25 23.4 MILES TO THE STATION ON
 DS1385'THE RIGHT.  THE STATION IS 153 FEET EAST OF THE CENTER OF THE
 DS1385'NORTHBOUND LANE OF I-25.  IT IS ON THE TOP OF A VERY LARGE CUT,
 DS1385'17 FEET WEST OF THE R/W FENCE.
 DS1385'
 DS1385'THE STATION IS A STANDARD NEW MEXICO HIGHWAY COMMISSION DISK
 DS1385'SET IN A CONCRETE MONUMENT PROJECTING ABOUT SIX INCHES ABOVE THE
 DS1385'GROUND AND STAMPED 3310725025, 1974.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS1384 ***********************************************************************
 DS1384  DESIGNATION -  3310725026
 DS1384  PID         -  DS1384
 DS1384  STATE/COUNTY-  NM/SIERRA
 DS1384  USGS QUAD   -  ROMERO CANYON (1980)
 DS1384
 DS1384                         *CURRENT SURVEY CONTROL
 DS1384  ___________________________________________________________________
 DS1384* NAD 83(1992)-  33 28 14.90164(N)    107 13 29.98689(W)     ADJUSTED  
 DS1384* NAVD 88     -      1554.8    (meters)    5101.     (feet)  VERTCON   
 DS1384  ___________________________________________________________________
 DS1384  LAPLACE CORR-          -3.61  (seconds)                    DEFLEC99
 DS1384  GEOID HEIGHT-         -22.92  (meters)                     GEOID03
 DS1384
 DS1384  HORZ ORDER  -  SECOND
 DS1384
 DS1384.The horizontal coordinates were established by classical geodetic methods
 DS1384.and adjusted by the National Geodetic Survey in December 1993..
 DS1384
 DS1384.The NAVD 88 height was computed by applying the VERTCON shift value to
 DS1384.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DS1384
 DS1384.The Laplace correction was computed from DEFLEC99 derived deflections.
 DS1384
 DS1384.The geoid height was determined by GEOID03.
 DS1384
 DS1384;                    North         East     Units Scale Factor Converg.
 DS1384;SPC NM W     -   274,132.901   886,542.894   MT  0.99995607   +0 20 07.9
 DS1384;SPC NM W     -   899,384.36  2,908,599.48   sFT  0.99995607   +0 20 07.9
 DS1384;UTM  13      - 3,705,697.290   293,240.516   MT  1.00012707   -1 13 39.2
 DS1384
 DS1384!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS1384!SPC NM W     -   0.99975956  x   0.99995607  =   0.99971564
 DS1384!UTM  13      -   0.99975956  x   1.00012707  =   0.99988660
 DS1384
 DS1384:                Primary Azimuth Mark                     Grid Az
 DS1384:SPC NM W     -  3310725027                               023 32 13.6
 DS1384:UTM  13      -  3310725027                               025 06 00.7
 DS1384
 DS1384|---------------------------------------------------------------------|
 DS1384| PID    Reference Object                     Distance      Geod. Az  |
 DS1384|                                                           dddmmss.s |
 DS1384| DS1383 3310725027                          APPROX. 2.0 KM 0235221.5 |
 DS1384|---------------------------------------------------------------------|
 DS1384
 DS1384                          SUPERSEDED SURVEY CONTROL
 DS1384
 DS1384  NAD 83(1986)-  33 28 14.90928(N)    107 13 29.98929(W) AD(       ) 2
 DS1384  NAD 27      -  33 28 14.65866(N)    107 13 27.86884(W) AD(       ) 2
 DS1384  NGVD 29 (07/19/86) 1554.1    (m)         5099.     (f) VERT ANG       
 DS1384
 DS1384.Superseded values are not recommended for survey control.
 DS1384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS1384.See file dsdata.txt to determine how the superseded data were derived.
 DS1384
 DS1384_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBT9324105697(NAD 83)
 DS1384_MARKER: DD = SURVEY DISK
 DS1384_SETTING: 0 = UNSPECIFIED SETTING
 DS1384_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DS1384
 DS1384  HISTORY     - Date     Condition        Report By
 DS1384  HISTORY     - 1974     MONUMENTED       NMHD
 DS1384
 DS1384                          STATION DESCRIPTION
 DS1384
 DS1384'DESCRIBED BY NM HIGHWAY DEPT 1974 (CWW)
 DS1384'THE STATION IS LOCATED IN SIERRA COUNTY ALONG INTERSTATE 25
 DS1384'AND IS ABOUT 23.7 MILES AIRLINE NORTH OF TRUTH OR CONSEQUENCES,
 DS1384'NEW MEXICO.
 DS1384'
 DS1384'TO REACH FROM THE INTERSECTION OF U.S.85 (BROADWAY) AND S.R.51
 DS1384'IN DOWNTOWN T OR C, GO NORTH ON U.S.85 1.80 MILES TO THE NORTH
 DS1384'I-25 ON RAMP, CONTINUE NORTH ON I-25 24.4 MILES TO THE STATION ON
 DS1384'THE LEFT.  THE STATION IS 118 FEET WEST OF THE CENTER OF THE
 DS1384'SOUTHBOUND LANE OF I-25.  IT IS ON THE TOP OF A LARGE CUT, 2 FEET
 DS1384'EAST OF THE R/W FENCE.
 DS1384'
 DS1384'THE STATION IS A STANDARD NEW MEXICO HIGHWAY COMMISSION DISK
 DS1384'SET IN A CONCRETE MONUMENT PROJECTING ABOUT SIX INCHES ABOVE THE
 DS1384'GROUND AND STAMPED 3310725026, 1974.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS1383 ***********************************************************************
 DS1383  DESIGNATION -  3310725027
 DS1383  PID         -  DS1383
 DS1383  STATE/COUNTY-  NM/SOCORRO
 DS1383  USGS QUAD   -  ROMERO CANYON (1980)
 DS1383
 DS1383                         *CURRENT SURVEY CONTROL
 DS1383  ___________________________________________________________________
 DS1383* NAD 83(1992)-  33 29 13.07626(N)    107 12 59.26008(W)     ADJUSTED  
 DS1383* NAVD 88     -      1547.8    (meters)    5078.     (feet)  VERTCON   
 DS1383  ___________________________________________________________________
 DS1383  LAPLACE CORR-          -3.57  (seconds)                    DEFLEC99
 DS1383  GEOID HEIGHT-         -22.90  (meters)                     GEOID03
 DS1383
 DS1383  HORZ ORDER  -  SECOND
 DS1383
 DS1383.The horizontal coordinates were established by classical geodetic methods
 DS1383.and adjusted by the National Geodetic Survey in December 1993..
 DS1383
 DS1383.The NAVD 88 height was computed by applying the VERTCON shift value to
 DS1383.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DS1383
 DS1383.The Laplace correction was computed from DEFLEC99 derived deflections.
 DS1383
 DS1383.The geoid height was determined by GEOID03.
 DS1383
 DS1383;                    North         East     Units Scale Factor Converg.
 DS1383;SPC NM C     -   276,172.872   410,187.818   MT  0.99999941   -0 31 59.8
 DS1383;SPC NM C     -   906,077.16  1,345,757.87   sFT  0.99999941   -0 31 59.8
 DS1383;UTM  13      - 3,707,472.448   294,072.077   MT  1.00012284   -1 13 24.1
 DS1383
 DS1383!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS1383!SPC NM C     -   0.99976065  x   0.99999941  =   0.99976007
 DS1383!UTM  13      -   0.99976065  x   1.00012284  =   0.99988347
 DS1383
 DS1383:                Primary Azimuth Mark                     Grid Az
 DS1383:SPC NM C     -  3310715001                               024 23 48.8
 DS1383:UTM  13      -  3310715001                               025 05 13.1
 DS1383
 DS1383|---------------------------------------------------------------------|
 DS1383| PID    Reference Object                     Distance      Geod. Az  |
 DS1383|                                                           dddmmss.s |
 DS1383| DS1382 3310715001                          APPROX. 1.3 KM 0235149.0 |
 DS1383|---------------------------------------------------------------------|
 DS1383
 DS1383                          SUPERSEDED SURVEY CONTROL
 DS1383
 DS1383  NAD 83(1986)-  33 29 13.08384(N)    107 12 59.26252(W) AD(       ) 2
 DS1383  NAD 27      -  33 29 12.83417(N)    107 12 57.14204(W) AD(       ) 2
 DS1383  NGVD 29 (07/19/86) 1547.1    (m)         5076.     (f) VERT ANG       
 DS1383
 DS1383.Superseded values are not recommended for survey control.
 DS1383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS1383.See file dsdata.txt to determine how the superseded data were derived.
 DS1383
 DS1383_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBT9407207472(NAD 83)
 DS1383_MARKER: DD = SURVEY DISK
 DS1383_SETTING: 0 = UNSPECIFIED SETTING
 DS1383_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DS1383
 DS1383  HISTORY     - Date     Condition        Report By
 DS1383  HISTORY     - 1974     MONUMENTED       NMHD
 DS1383
 DS1383                          STATION DESCRIPTION
 DS1383
 DS1383'DESCRIBED BY NM HIGHWAY DEPT 1974 (CWW)
 DS1383'THE STATION IS LOCATED IN SOCORRO COUNTY ALONG INTERSTATE 25
 DS1383'AND IS ABOUT 24.8 MILES AIRLINE NORTH OF TRUTH OR CONSEQUENCES,
 DS1383'NEW MEXICO.
 DS1383'
 DS1383'TO REACH FROM THE INTERSECTION OF U.S.85 (BROADWAY) AND S.R.51
 DS1383'IN DOWNTOWN T OR C, GO NORTH ON U.S.85 1.80 MILES TO THE NORTH
 DS1383'I-25 ON RAMP, CONTINUE NORTH ON I-25 25.7 MILES TO THE STATION ON
 DS1383'THE LEFT.  THE STATION IS 118 FEET WEST OF THE CENTER OF THE
 DS1383'SOUTHBOUND LANE OF I-25.  IT IS ON TOP OF A LARGE CUT, 2 FEET
 DS1383'EAST OF THE R/W FENCE.
 DS1383'
 DS1383'THE STATION IS A STANDARD NEW MEXICO HIGHWAY COMMISSION DISK
 DS1383'SET IN A CONCRETE MONUMENT PROJECTING ABOUT SIX INCHES ABOVE THE
 DS1383'GROUND AND STAMPED 3310725027, 1974.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0637 ***********************************************************************
 DR0637  DESIGNATION -  33+50
 DR0637  PID         -  DR0637
 DR0637  STATE/COUNTY-  NM/LINCOLN
 DR0637  USGS QUAD   -  RUIDOSO (1982)
 DR0637
 DR0637                         *CURRENT SURVEY CONTROL
 DR0637  ___________________________________________________________________
 DR0637* NAD 83(1986)-  33 18 41.     (N)    105 38 23.     (W)     SCALED    
 DR0637* NAVD 88     -      2025.519  (meters)    6645.39   (feet)  ADJUSTED  
 DR0637  ___________________________________________________________________
 DR0637  GEOID HEIGHT-         -19.59  (meters)                     GEOID03
 DR0637  DYNAMIC HT  -        2022.413 (meters)    6635.20  (feet)  COMP
 DR0637  MODELED GRAV-     979,030.4   (mgal)                       NAVD 88
 DR0637
 DR0637  VERT ORDER  -  FIRST     CLASS II
 DR0637
 DR0637.The horizontal coordinates were scaled from a topographic map and have
 DR0637.an estimated accuracy of +/- 6 seconds.
 DR0637
 DR0637.The orthometric height was determined by differential leveling
 DR0637.and adjusted by the National Geodetic Survey in June 1991..
 DR0637
 DR0637.The geoid height was determined by GEOID03.
 DR0637
 DR0637.The dynamic height is computed by dividing the NAVD 88
 DR0637.geopotential number by the normal gravity value computed on the
 DR0637.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0637.degrees latitude (g = 980.6199 gals.).
 DR0637
 DR0637.The modeled gravity was interpolated from observed gravity values.
 DR0637
 DR0637;                    North         East    Units  Estimated Accuracy
 DR0637;SPC NM C     -   256,450.      556,830.      MT  (+/- 180 meters Scaled)
 DR0637
 DR0637                          SUPERSEDED SURVEY CONTROL
 DR0637
 DR0637  NGVD 29 (??/??/92) 2024.764  (m)         6642.91   (f) ADJ UNCH    1 2
 DR0637
 DR0637.Superseded values are not recommended for survey control.
 DR0637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0637.See file dsdata.txt to determine how the superseded data were derived.
 DR0637
 DR0637_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDS404859(NAD 83)
 DR0637_MARKER: DD = SURVEY DISK
 DR0637_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DR0637_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DR0637_STAMPING: 33+50
 DR0637_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR0637
 DR0637  HISTORY     - Date     Condition        Report By
 DR0637  HISTORY     - UNK      MONUMENTED       BPR
 DR0637  HISTORY     - 1944     GOOD             NGS
 DR0637  HISTORY     - 1963     MARK NOT FOUND   USGS
 DR0637
 DR0637                          STATION DESCRIPTION
 DR0637
 DR0637'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 DR0637'15.4 MI NE FROM MESCALERO.
 DR0637'IN LINCOLN COUNTY, 15.4 MILES NORTHEAST ALONG U.S. HIGHWAY 70 FROM
 DR0637'MESCALERO, OTERO COUNTY, 0.7 MILE SOUTHWEST OF RUIDOSO JUNCTION,
 DR0637'LINCOLN COUNTY, 150 FEET EAST OF TWO 18-INCH ISOLATED PINE TREES SOUTH
 DR0637'OF THE HIGHWAY, 50 FEET NORTH OF STATION 33+15 (U.S.P.R.A. 1944
 DR0637'RELOCATION SURVEY), 45 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY,
 DR0637'AND AT AN ANGLE IN A FENCE.  A UNITED STATES BUREAU OF PUBLIC ROADS
 DR0637'STANDARD CAP, STAMPED 33+50 AND FASTENED ON THE TOP OF AN IRON PIPE
 DR0637'SET IN CONCRETE.
 DR0637
 DR0637                          STATION RECOVERY (1963)
 DR0637
 DR0637'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 DR0637'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0497 ***********************************************************************
 CV0497  DESIGNATION -  338
 CV0497  PID         -  CV0497
 CV0497  STATE/COUNTY-  NM/EDDY
 CV0497  USGS QUAD   -  TOWER HILL SOUTH (1985)
 CV0497
 CV0497                         *CURRENT SURVEY CONTROL
 CV0497  ___________________________________________________________________
 CV0497* NAD 83(1986)-  32 24 06.     (N)    103 53 44.     (W)     SCALED    
 CV0497* NAVD 88     -       952.892  (meters)    3126.28   (feet)  ADJUSTED  
 CV0497  ___________________________________________________________________
 CV0497  GEOID HEIGHT-         -24.45  (meters)                     GEOID03
 CV0497  DYNAMIC HT  -         951.530 (meters)    3121.81  (feet)  COMP
 CV0497  MODELED GRAV-     979,177.5   (mgal)                       NAVD 88
 CV0497
 CV0497  VERT ORDER  -  FIRST     CLASS I
 CV0497
 CV0497.The horizontal coordinates were scaled from a topographic map and have
 CV0497.an estimated accuracy of +/- 6 seconds.
 CV0497
 CV0497.The orthometric height was determined by differential leveling
 CV0497.and adjusted by the National Geodetic Survey in June 1991..
 CV0497
 CV0497.The geoid height was determined by GEOID03.
 CV0497
 CV0497.The dynamic height is computed by dividing the NAVD 88
 CV0497.geopotential number by the normal gravity value computed on the
 CV0497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0497.degrees latitude (g = 980.6199 gals.).
 CV0497
 CV0497.The modeled gravity was interpolated from observed gravity values.
 CV0497
 CV0497;                    North         East    Units  Estimated Accuracy
 CV0497;SPC NM E     -   155,490.      206,180.      MT  (+/- 180 meters Scaled)
 CV0497
 CV0497                          SUPERSEDED SURVEY CONTROL
 CV0497
 CV0497  NGVD 29 (??/??/92)  952.405  (m)         3124.68   (f) ADJ UNCH    1 1
 CV0497
 CV0497.Superseded values are not recommended for survey control.
 CV0497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0497.See file dsdata.txt to determine how the superseded data were derived.
 CV0497
 CV0497_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFR038854(NAD 83)
 CV0497_MARKER: DB = BENCH MARK DISK
 CV0497_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CV0497_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CV0497_MARK LOGO: USGS  
 CV0497_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CV0497
 CV0497  HISTORY     - Date     Condition        Report By
 CV0497  HISTORY     - UNK      MONUMENTED       USGS
 CV0497  HISTORY     - 1977     GOOD             NGS
 CV0497  HISTORY     - 1981     GOOD             NGS
 CV0497
 CV0497                          STATION DESCRIPTION
 CV0497
 CV0497'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CV0497'28.6 MI EAST FROM CARLSBAD.
 CV0497'17.2 MILES NORTHEAST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE EAST END
 CV0497'OF THE BATAAN BRIDGE OVER THE PECOS RIVER, THENCE 7.8 MILES SOUTH
 CV0497'ALONG STATE HIGHWAY 31, THENCE 3.6 MILES EAST ALONG A DIRT ROAD, 139
 CV0497'FT. SOUTHEAST OF THE SOUTHEAST CORNER OF A CATTLEGUARD, 68 FT. SOUTH
 CV0497'OF THE CENTER LINE OF THE ROAD, A DISK CEMENTED IN THE TOP OF A 4-INCH
 CV0497'IRON PIPE WHICH PROJECTS 4.0 FT. ABOVE THE GROUND, THE DEPTH OF THE
 CV0497'PIPE IS UNKNOWN.  THE DISK IS STAMPED AS FOLLOWS--IMC 338 1196 N. AND
 CV0497'385 W. FROM S.E. CORNER SEC. 8 T22S R30E.
 CV0497
 CV0497                          STATION RECOVERY (1981)
 CV0497
 CV0497'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CV0497'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0620 ***********************************************************************
 DR0620  DESIGNATION -  338+50
 DR0620  PID         -  DR0620
 DR0620  STATE/COUNTY-  NM/LINCOLN
 DR0620  USGS QUAD   -  RUIDOSO DOWNS (1963)
 DR0620
 DR0620                         *CURRENT SURVEY CONTROL
 DR0620  ___________________________________________________________________
 DR0620* NAD 83(1986)-  33 21 01.     (N)    105 33 38.     (W)     SCALED    
 DR0620* NAVD 88     -      1902.084  (meters)    6240.42   (feet)  ADJUSTED  
 DR0620  ___________________________________________________________________
 DR0620  GEOID HEIGHT-         -19.55  (meters)                     GEOID03
 DR0620  DYNAMIC HT  -        1899.235 (meters)    6231.07  (feet)  COMP
 DR0620  MODELED GRAV-     979,070.4   (mgal)                       NAVD 88
 DR0620
 DR0620  VERT ORDER  -  FIRST     CLASS II
 DR0620
 DR0620.The horizontal coordinates were scaled from a topographic map and have
 DR0620.an estimated accuracy of +/- 6 seconds.
 DR0620
 DR0620.The orthometric height was determined by differential leveling
 DR0620.and adjusted by the National Geodetic Survey in June 1991..
 DR0620
 DR0620.The geoid height was determined by GEOID03.
 DR0620
 DR0620.The dynamic height is computed by dividing the NAVD 88
 DR0620.geopotential number by the normal gravity value computed on the
 DR0620.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0620.degrees latitude (g = 980.6199 gals.).
 DR0620
 DR0620.The modeled gravity was interpolated from observed gravity values.
 DR0620
 DR0620;                    North         East    Units  Estimated Accuracy
 DR0620;SPC NM C     -   260,810.      564,170.      MT  (+/- 180 meters Scaled)
 DR0620
 DR0620                          SUPERSEDED SURVEY CONTROL
 DR0620
 DR0620  NGVD 29 (??/??/92) 1901.386  (m)         6238.13   (f) ADJ UNCH    1 2
 DR0620
 DR0620.Superseded values are not recommended for survey control.
 DR0620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0620.See file dsdata.txt to determine how the superseded data were derived.
 DR0620
 DR0620_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDS478902(NAD 83)
 DR0620_MARKER: DD = SURVEY DISK
 DR0620_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DR0620_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DR0620_STAMPING: 338+50
 DR0620_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR0620
 DR0620  HISTORY     - Date     Condition        Report By
 DR0620  HISTORY     - UNK      MONUMENTED       BPR
 DR0620  HISTORY     - 1934     GOOD             NGS
 DR0620  HISTORY     - 1963     MARK NOT FOUND   USGS
 DR0620
 DR0620                          STATION DESCRIPTION
 DR0620
 DR0620'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DR0620'19.5 MI W FROM HONDO.
 DR0620'19.5 MILES WEST ALONG U.S. HIGHWAY 70 FROM THE GENERAL STORE AT HONDO,
 DR0620'LINCOLN COUNTY, 0.7 MILE WEST OF THE WAYSIDE GROCERY STORE, AT STATION
 DR0620'338+50, AND 40 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY. A UNITED
 DR0620'STATES BUREAU OF PUBLIC ROADS STANDARD CAP, STAMPED 338+50 AND
 DR0620'FASTENED ON THE TOP OF AN IRON PIPE SET IN CONCRETE.
 DR0620
 DR0620                          STATION RECOVERY (1963)
 DR0620
 DR0620'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 DR0620'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0538 ***********************************************************************
 EP0538  DESIGNATION -  3410415001
 EP0538  PID         -  EP0538
 EP0538  STATE/COUNTY-  NM/GUADALUPE
 EP0538  USGS QUAD   -  HARBEN LAKE (1964)
 EP0538
 EP0538                         *CURRENT SURVEY CONTROL
 EP0538  ___________________________________________________________________
 EP0538* NAD 83(1992)-  34 58 29.74492(N)    104 26 14.56578(W)     ADJUSTED  
 EP0538* NAVD 88     -      1593.6    (meters)    5228.     (feet)  VERTCON   
 EP0538  ___________________________________________________________________
 EP0538  LAPLACE CORR-          -2.24  (seconds)                    DEFLEC99
 EP0538  GEOID HEIGHT-         -22.65  (meters)                     GEOID03
 EP0538
 EP0538  HORZ ORDER  -  SECOND
 EP0538
 EP0538.The horizontal coordinates were established by classical geodetic methods
 EP0538.and adjusted by the National Geodetic Survey in December 1993..
 EP0538
 EP0538.The NAVD 88 height was computed by applying the VERTCON shift value to
 EP0538.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EP0538
 EP0538.The Laplace correction was computed from DEFLEC99 derived deflections.
 EP0538
 EP0538.The geoid height was determined by GEOID03.
 EP0538
 EP0538;                    North         East     Units Scale Factor Converg.
 EP0538;SPC NM E     -   440,802.077   155,499.792   MT  0.99991020   -0 03 34.7
 EP0538;SPC NM E     - 1,446,198.15    510,168.90   sFT  0.99991020   -0 03 34.7
 EP0538;UTM  13      - 3,870,407.346   551,356.002   MT  0.99963250   +0 19 21.0
 EP0538
 EP0538!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EP0538!SPC NM E     -   0.99975347  x   0.99991020  =   0.99966369
 EP0538!UTM  13      -   0.99975347  x   0.99963250  =   0.99938606
 EP0538
 EP0538:                Primary Azimuth Mark                     Grid Az
 EP0538:SPC NM E     -  HAILE                                    107 01 00.0
 EP0538:UTM  13      -  HAILE                                    106 38 04.3
 EP0538
 EP0538|---------------------------------------------------------------------|
 EP0538| PID    Reference Object                     Distance      Geod. Az  |
 EP0538|                                                           dddmmss.s |
 EP0538| EP0537 HAILE                               APPROX. 0.6 KM 1065725.3 |
 EP0538|---------------------------------------------------------------------|
 EP0538
 EP0538                          SUPERSEDED SURVEY CONTROL
 EP0538
 EP0538  NAD 83(1986)-  34 58 29.75240(N)    104 26 14.56058(W) AD(       ) 2
 EP0538  NAD 27      -  34 58 29.54005(N)    104 26 12.61766(W) AD(       ) 2
 EP0538  NGVD 29 (07/19/86) 1592.9    (m)         5226.     (f) VERT ANG       
 EP0538
 EP0538.Superseded values are not recommended for survey control.
 EP0538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EP0538.See file dsdata.txt to determine how the superseded data were derived.
 EP0538
 EP0538_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEU5135670407(NAD 83)
 EP0538_MARKER: DD = SURVEY DISK
 EP0538_SETTING: 0 = UNSPECIFIED SETTING
 EP0538_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EP0538
 EP0538  HISTORY     - Date     Condition        Report By
 EP0538  HISTORY     - 1972     MONUMENTED       NMHD
 EP0538
 EP0538                          STATION DESCRIPTION
 EP0538
 EP0538'DESCRIBED BY NM HIGHWAY DEPT 1972 (CWW)
 EP0538'FROM THE INTERSECTION OF 4TH AND PARKER IN SANTA ROSA GO EAST ON
 EP0538'U.S. 66, 0.8 MILES TO AN INTERCHANGE ON-RAMP.  TURN RIGHT ONTO THE
 EP0538'RAMP AND GO 1.7 MILES TO AN INTERCHANGE OFF-RAMP.  LEAVE INTERSTATE
 EP0538'AND FOLLOW OFF-RAMP 0.25 MILES TO U.S. 84, TURN RIGHT FOLLOWING
 EP0538'U.S. 84 SOUTH 0.10 MILES TO A MEDIAN CROSSOVER.  TURN LEFT AND
 EP0538'FOLLOW A FRONTAGE ROAD EAST 11.52 MILES.  TURN LEFT THROUGH GATE
 EP0538'AND FOLLOW TRACK ROAD DUE NORTH 1.2 MILES TO OLD ROCK RUINS,
 EP0538'TURN LEFT IN A WNW DIRECTION FOR 0.4 MILES, STATION IS ON
 EP0538'NORTHEAST POINT OF THE MESA.
 EP0538'
 EP0538'STATION IS A STANDARD NMSHC BRASS DISK SET IN A CONCRETE MONUMENT
 EP0538'AND IS STAMPED 3410415001, 1972.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0580 ***********************************************************************
 EP0580  DESIGNATION -  3410445001
 EP0580  PID         -  EP0580
 EP0580  STATE/COUNTY-  NM/GUADALUPE
 EP0580  USGS QUAD   -  SAN IGNACIO (1978)
 EP0580
 EP0580                         *CURRENT SURVEY CONTROL
 EP0580  ___________________________________________________________________
 EP0580* NAD 83(1992)-  34 58 33.72669(N)    104 59 29.07380(W)     ADJUSTED  
 EP0580* NAVD 88     -      1635.70   (+/-2cm)    5366.5    (feet)  VERTCON   
 EP0580  ___________________________________________________________________
 EP0580  LAPLACE CORR-          -4.65  (seconds)                    DEFLEC99
 EP0580  GEOID HEIGHT-         -21.28  (meters)                     GEOID03
 EP0580
 EP0580  HORZ ORDER  -  SECOND
 EP0580  VERT ORDER  -  THIRD ? (See Below)
 EP0580
 EP0580.The horizontal coordinates were established by classical geodetic methods
 EP0580.and adjusted by the National Geodetic Survey in December 1993..
 EP0580
 EP0580.The NAVD 88 height was computed by applying the VERTCON shift value to
 EP0580.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EP0580.The vertical order pertains to the NGVD 29 superseded value.
 EP0580
 EP0580.The Laplace correction was computed from DEFLEC99 derived deflections.
 EP0580
 EP0580.The geoid height was determined by GEOID03.
 EP0580
 EP0580;                    North         East     Units Scale Factor Converg.
 EP0580;SPC NM E     -   441,117.636   104,912.938   MT  0.99995357   -0 22 38.1
 EP0580;SPC NM E     - 1,447,233.44    344,201.86   sFT  0.99995357   -0 22 38.1
 EP0580;UTM  13      - 3,870,385.497   500,784.136   MT  0.99960001   +0 00 17.7
 EP0580
 EP0580!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EP0580!SPC NM E     -   0.99974665  x   0.99995357  =   0.99970024
 EP0580!UTM  13      -   0.99974665  x   0.99960001  =   0.99934676
 EP0580
 EP0580:                Primary Azimuth Mark                     Grid Az
 EP0580:SPC NM E     -  3410445002                               092 37 10.1
 EP0580:UTM  13      -  3410445002                               092 14 14.3
 EP0580
 EP0580|---------------------------------------------------------------------|
 EP0580| PID    Reference Object                     Distance      Geod. Az  |
 EP0580|                                                           dddmmss.s |
 EP0580| EP0579 3410445002                          APPROX. 4.1 KM 0921432.0 |
 EP0580|---------------------------------------------------------------------|
 EP0580
 EP0580                          SUPERSEDED SURVEY CONTROL
 EP0580
 EP0580  NAD 83(1986)-  34 58 33.73374(N)    104 59 29.07093(W) AD(       ) 2
 EP0580  NAD 27      -  34 58 33.52742(N)    104 59 27.08443(W) AD(       ) 2
 EP0580  NGVD 29 (07/19/86) 1634.93   (m)         5363.9    (f) LEVELING    3  
 EP0580
 EP0580.Superseded values are not recommended for survey control.
 EP0580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EP0580.See file dsdata.txt to determine how the superseded data were derived.
 EP0580
 EP0580_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEU0078470385(NAD 83)
 EP0580_MARKER: DD = SURVEY DISK
 EP0580_SETTING: 0 = UNSPECIFIED SETTING
 EP0580_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EP0580
 EP0580  HISTORY     - Date     Condition        Report By
 EP0580  HISTORY     - 1972     MONUMENTED       NMHD
 EP0580
 EP0580                          STATION DESCRIPTION
 EP0580
 EP0580'DESCRIBED BY NM HIGHWAY DEPT 1972 (CWW)
 EP0580'STATION IS LOCATED IN GUADALUPE COUNTY, NEW MEXICO. ALONG
 EP0580'INTERSTATE 40 AND IS ABOUT 18.0 MILES AIR LINE WEST OF SANTA ROSA,
 EP0580'NEW MEXICO.
 EP0580'
 EP0580'TO REACH FROM THE JUNCTION OF 4TH AND PARKER STREETS IN
 EP0580'SANTA ROSA GO WEST ON U.S. 66, 1.3 MILES TO THE INTERCHANGE.  GO
 EP0580'WEST ON I-40, 16.7 MILES TO THE STATION ON THE LEFT.  STATION IS
 EP0580'116 FEET SOUTH OF THE EAST BOUND LANE OF INTERSTATE 40, BY THE
 EP0580'SW CORNER OF BRIDGE.
 EP0580'
 EP0580'STATION IS A STANDARD NMSHC BRASS DISK SET IN A CONCRETE
 EP0580'MONUMENT AND STAMPED 3410445001, 1972.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0579 ***********************************************************************
 EP0579  DESIGNATION -  3410445002
 EP0579  PID         -  EP0579
 EP0579  STATE/COUNTY-  NM/GUADALUPE
 EP0579  USGS QUAD   -  SAN IGNACIO (1978)
 EP0579
 EP0579                         *CURRENT SURVEY CONTROL
 EP0579  ___________________________________________________________________
 EP0579* NAD 83(1992)-  34 58 28.47105(N)    104 56 46.93145(W)     ADJUSTED  
 EP0579* NAVD 88     -      1668.5    (meters)    5474.     (feet)  VERTCON   
 EP0579  ___________________________________________________________________
 EP0579  LAPLACE CORR-          -4.38  (seconds)                    DEFLEC99
 EP0579  GEOID HEIGHT-         -21.42  (meters)                     GEOID03
 EP0579
 EP0579  HORZ ORDER  -  SECOND
 EP0579
 EP0579.The horizontal coordinates were established by classical geodetic methods
 EP0579.and adjusted by the National Geodetic Survey in December 1993..
 EP0579
 EP0579.The NAVD 88 height was computed by applying the VERTCON shift value to
 EP0579.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EP0579
 EP0579.The Laplace correction was computed from DEFLEC99 derived deflections.
 EP0579
 EP0579.The geoid height was determined by GEOID03.
 EP0579
 EP0579;                    North         East     Units Scale Factor Converg.
 EP0579;SPC NM E     -   440,929.535   109,024.434   MT  0.99994769   -0 21 05.1
 EP0579;SPC NM E     - 1,446,616.32    357,691.00   sFT  0.99994769   -0 21 05.1
 EP0579;UTM  13      - 3,870,224.880   504,895.354   MT  0.99960030   +0 01 50.7
 EP0579
 EP0579!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EP0579!SPC NM E     -   0.99974153  x   0.99994769  =   0.99968924
 EP0579!UTM  13      -   0.99974153  x   0.99960030  =   0.99934194
 EP0579
 EP0579:                Primary Azimuth Mark                     Grid Az
 EP0579:SPC NM E     -  3410445003                               093 57 13.1
 EP0579:UTM  13      -  3410445003                               093 34 17.3
 EP0579
 EP0579|---------------------------------------------------------------------|
 EP0579| PID    Reference Object                     Distance      Geod. Az  |
 EP0579|                                                           dddmmss.s |
 EP0579| EP0578 3410445003                          APPROX. 3.3 KM 0933608.0 |
 EP0579|---------------------------------------------------------------------|
 EP0579
 EP0579                          SUPERSEDED SURVEY CONTROL
 EP0579
 EP0579  NAD 83(1986)-  34 58 28.47822(N)    104 56 46.92829(W) AD(       ) 2
 EP0579  NAD 27      -  34 58 28.27090(N)    104 56 44.94555(W) AD(       ) 2
 EP0579  NGVD 29 (07/19/86) 1667.7    (m)         5471.     (f) VERT ANG       
 EP0579
 EP0579.Superseded values are not recommended for survey control.
 EP0579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EP0579.See file dsdata.txt to determine how the superseded data were derived.
 EP0579
 EP0579_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEU0489570225(NAD 83)
 EP0579_MARKER: DD = SURVEY DISK
 EP0579_SETTING: 0 = UNSPECIFIED SETTING
 EP0579_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EP0579
 EP0579  HISTORY     - Date     Condition        Report By
 EP0579  HISTORY     - 1972     MONUMENTED       NMHD
 EP0579
 EP0579                          STATION DESCRIPTION
 EP0579
 EP0579'DESCRIBED BY NM HIGHWAY DEPT 1972 (CWW)
 EP0579'STATION IS LOCATED IN GUADALUPE COUNTY, NEW MEXICO, ALONG
 EP0579'INTERSTATE 40 AND IS ABOUT 15.5 MILES AIR LINE WEST OF SANTA ROSA,
 EP0579'NEW MEXICO.
 EP0579'
 EP0579'TO REACH FROM THE JUNCTION OF 4TH AND PARKER STREETS IN SANTA
 EP0579'ROSA GO WEST ON U.S. 66, 1.3 MILES TO AN INTERCHANGE.  GO WEST
 EP0579'ON I-40, 14.2 MILES TO THE STATION ON THE RIGHT.  STATION IS 106
 EP0579'FEET NORTH OF THE WESTBOUND LANE OF INTERSTATE 40.
 EP0579'
 EP0579'STATION IS A STANDARD NMSHC BRASS DISK SET IN A CONCRETE
 EP0579'MONUMENT AND STAMPED 3410445002, 1972.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0578 ***********************************************************************
 EP0578  DESIGNATION -  3410445003
 EP0578  PID         -  EP0578
 EP0578  STATE/COUNTY-  NM/GUADALUPE
 EP0578  USGS QUAD   -  SAN IGNACIO (1978)
 EP0578
 EP0578                         *CURRENT SURVEY CONTROL
 EP0578  ___________________________________________________________________
 EP0578* NAD 83(1992)-  34 58 21.63354(N)    104 54 35.36379(W)     ADJUSTED  
 EP0578* NAVD 88     -      1694.16   (+/-2cm)    5558.3    (feet)  VERTCON   
 EP0578  ___________________________________________________________________
 EP0578  LAPLACE CORR-          -4.61  (seconds)                    DEFLEC99
 EP0578  GEOID HEIGHT-         -21.53  (meters)                     GEOID03
 EP0578
 EP0578  HORZ ORDER  -  SECOND
 EP0578  VERT ORDER  -  THIRD ? (See Below)
 EP0578
 EP0578.The horizontal coordinates were established by classical geodetic methods
 EP0578.and adjusted by the National Geodetic Survey in December 1993..
 EP0578
 EP0578.The NAVD 88 height was computed by applying the VERTCON shift value to
 EP0578.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EP0578.The vertical order pertains to the NGVD 29 superseded value.
 EP0578
 EP0578.The Laplace correction was computed from DEFLEC99 derived deflections.
 EP0578
 EP0578.The geoid height was determined by GEOID03.
 EP0578
 EP0578;                    North         East     Units Scale Factor Converg.
 EP0578;SPC NM E     -   440,698.984   112,360.279   MT  0.99994323   -0 19 49.6
 EP0578;SPC NM E     - 1,445,859.92    368,635.35   sFT  0.99994323   -0 19 49.6
 EP0578;UTM  13      - 3,870,016.655   508,231.511   MT  0.99960084   +0 03 06.1
 EP0578
 EP0578!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EP0578!SPC NM E     -   0.99973752  x   0.99994323  =   0.99968077
 EP0578!UTM  13      -   0.99973752  x   0.99960084  =   0.99933846
 EP0578
 EP0578:                Primary Azimuth Mark                     Grid Az
 EP0578:SPC NM E     -  3410445004                               093 54 30.0
 EP0578:UTM  13      -  3410445004                               093 31 34.3
 EP0578
 EP0578|---------------------------------------------------------------------|
 EP0578| PID    Reference Object                     Distance      Geod. Az  |
 EP0578|                                                           dddmmss.s |
 EP0578| EP0577 3410445004                          APPROX. 1.8 KM 0933440.4 |
 EP0578|---------------------------------------------------------------------|
 EP0578
 EP0578                          SUPERSEDED SURVEY CONTROL
 EP0578
 EP0578  NAD 83(1986)-  34 58 21.64078(N)    104 54 35.36031(W) AD(       ) 2
 EP0578  NAD 27      -  34 58 21.43271(N)    104 54 33.38047(W) AD(       ) 2
 EP0578  NGVD 29 (07/19/86) 1693.39   (m)         5555.7    (f) LEVELING    3  
 EP0578
 EP0578.Superseded values are not recommended for survey control.
 EP0578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EP0578.See file dsdata.txt to determine how the superseded data were derived.
 EP0578
 EP0578_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEU0823270017(NAD 83)
 EP0578_MARKER: DD = SURVEY DISK
 EP0578_SETTING: 0 = UNSPECIFIED SETTING
 EP0578_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EP0578
 EP0578  HISTORY     - Date     Condition        Report By
 EP0578  HISTORY     - 1972     MONUMENTED       NMHD
 EP0578
 EP0578                          STATION DESCRIPTION
 EP0578
 EP0578'DESCRIBED BY NM HIGHWAY DEPT 1972 (CWW)
 EP0578'STATION IS LOCATED IN GUADALUPE COUNTY, NEW MEXICO, ALONG
 EP0578'INTERSTATE 40 AND IS ABOUT 13.4 MILES AIR LINE WEST OF SANTA
 EP0578'ROSA, NEW MEXICO.
 EP0578'
 EP0578'TO REACH FROM THE JUNCTION OF 4TH AND PARKER STREETS IN SANTA
 EP0578'ROSA GO WEST ON U.S. 66, 1.3 MILES TO AN INTERCHANGE.  GO WEST ON
 EP0578'I-40, 12.1 MILES TO THE STATION ON THE RIGHT.  STATION IS 102
 EP0578'FEET NORTH OF THE WESTBOUND LANE OF INTERSTATE 40.
 EP0578'
 EP0578'STATION IS A STANDARD NMSHD BRASS DISK SET IN A CONCRETE MONUMENT
 EP0578'AND STAMPED 3410445003, 1972.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0577 ***********************************************************************
 EP0577  DESIGNATION -  3410445004
 EP0577  PID         -  EP0577
 EP0577  STATE/COUNTY-  NM/GUADALUPE
 EP0577  USGS QUAD   -  SAN IGNACIO (1978)
 EP0577
 EP0577                         *CURRENT SURVEY CONTROL
 EP0577  ___________________________________________________________________
 EP0577* NAD 83(1992)-  34 58 17.93695(N)    104 53 23.65638(W)     ADJUSTED  
 EP0577* NAVD 88     -      1681.8    (meters)    5518.     (feet)  VERTCON   
 EP0577  ___________________________________________________________________
 EP0577  LAPLACE CORR-          -4.79  (seconds)                    DEFLEC99
 EP0577  GEOID HEIGHT-         -21.59  (meters)                     GEOID03
 EP0577
 EP0577  HORZ ORDER  -  SECOND
 EP0577
 EP0577.The horizontal coordinates were established by classical geodetic methods
 EP0577.and adjusted by the National Geodetic Survey in December 1993..
 EP0577
 EP0577.The NAVD 88 height was computed by applying the VERTCON shift value to
 EP0577.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EP0577
 EP0577.The Laplace correction was computed from DEFLEC99 derived deflections.
 EP0577
 EP0577.The geoid height was determined by GEOID03.
 EP0577
 EP0577;                    North         East     Units Scale Factor Converg.
 EP0577;SPC NM E     -   440,574.768   114,178.458   MT  0.99994091   -0 19 08.5
 EP0577;SPC NM E     - 1,445,452.38    374,600.49   sFT  0.99994091   -0 19 08.5
 EP0577;UTM  13      - 3,869,904.605   510,049.858   MT  0.99960124   +0 03 47.2
 EP0577
 EP0577!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EP0577!SPC NM E     -   0.99973947  x   0.99994091  =   0.99968040
 EP0577!UTM  13      -   0.99973947  x   0.99960124  =   0.99934082
 EP0577
 EP0577:                Primary Azimuth Mark                     Grid Az
 EP0577:SPC NM E     -  3410445005                               095 37 08.8
 EP0577:UTM  13      -  3410445005                               095 14 13.1
 EP0577
 EP0577|---------------------------------------------------------------------|
 EP0577| PID    Reference Object                     Distance      Geod. Az  |
 EP0577|                                                           dddmmss.s |
 EP0577| EP0575 3410445005                          APPROX. 3.0 KM 0951800.3 |
 EP0577|---------------------------------------------------------------------|
 EP0577
 EP0577                          SUPERSEDED SURVEY CONTROL
 EP0577
 EP0577  NAD 83(1986)-  34 58 17.94423(N)    104 53 23.65285(W) AD(       ) 2
 EP0577  NAD 27      -  34 58 17.73582(N)    104 53 21.67483(W) AD(       ) 2
 EP0577  NGVD 29 (07/19/86) 1681.0    (m)         5515.     (f) VERT ANG       
 EP0577
 EP0577.Superseded values are not recommended for survey control.
 EP0577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EP0577.See file dsdata.txt to determine how the superseded data were derived.
 EP0577
 EP0577_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEU1005069905(NAD 83)
 EP0577_MARKER: DD = SURVEY DISK
 EP0577_SETTING: 0 = UNSPECIFIED SETTING
 EP0577_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EP0577
 EP0577  HISTORY     - Date     Condition        Report By
 EP0577  HISTORY     - 1972     MONUMENTED       NMHD
 EP0577
 EP0577                          STATION DESCRIPTION
 EP0577
 EP0577'DESCRIBED BY NM HIGHWAY DEPT 1972 (CWW)
 EP0577'STATION IS LOCATED IN GUADALUPE COUNTY, NEW MEXICO, ALONG
 EP0577'INTERSTATE 40 AND IS ABOUT 12.3 MILES AIR LINE WEST OF SANTA
 EP0577'ROSA, NEW MEXICO.
 EP0577'
 EP0577'TO REACH FROM THE JUNCTION OF 4TH AND PARKER STREETS IN SANTA
 EP0577'ROSA GO WEST ON U.S. 66, 1.3 MILES TO AN INTERCHANGE.  GO WEST
 EP0577'ON I-40, 11.0 MILES TO THE STATION ON THE RIGHT.  STATION IS
 EP0577'103 FEET NORTH OF THE WESTBOUND LANE OF INTERSTATE 40.
 EP0577'
 EP0577'STATION IS A STANDARD NMSHC BRASS DISK SET IN A CONCRETE
 EP0577'MONUMENT AND IS STAMPED 3410445004, 1972.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0575 ***********************************************************************
 EP0575  DESIGNATION -  3410445005
 EP0575  PID         -  EP0575
 EP0575  STATE/COUNTY-  NM/GUADALUPE
 EP0575  USGS QUAD   -  PASTURA NE (1978)
 EP0575
 EP0575                         *CURRENT SURVEY CONTROL
 EP0575  ___________________________________________________________________
 EP0575* NAD 83(1992)-  34 58 09.06020(N)    104 51 27.61583(W)     ADJUSTED  
 EP0575* NAVD 88     -      1636.0    (meters)    5367.     (feet)  VERTCON   
 EP0575  ___________________________________________________________________
 EP0575  LAPLACE CORR-          -5.20  (seconds)                    DEFLEC99
 EP0575  GEOID HEIGHT-         -21.68  (meters)                     GEOID03
 EP0575
 EP0575  HORZ ORDER  -  SECOND
 EP0575
 EP0575.The horizontal coordinates were established by classical geodetic methods
 EP0575.and adjusted by the National Geodetic Survey in December 1993..
 EP0575
 EP0575.The NAVD 88 height was computed by applying the VERTCON shift value to
 EP0575.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EP0575
 EP0575.The Laplace correction was computed from DEFLEC99 derived deflections.
 EP0575
 EP0575.The geoid height was determined by GEOID03.
 EP0575
 EP0575;                    North         East     Units Scale Factor Converg.
 EP0575;SPC NM E     -   440,285.323   117,120.352   MT  0.99993734   -0 18 01.9
 EP0575;SPC NM E     - 1,444,502.76    384,252.35   sFT  0.99993734   -0 18 01.9
 EP0575;UTM  13      - 3,869,634.877   512,992.623   MT  0.99960208   +0 04 53.7
 EP0575
 EP0575!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EP0575!SPC NM E     -   0.99974668  x   0.99993734  =   0.99968403
 EP0575!UTM  13      -   0.99974668  x   0.99960208  =   0.99934886
 EP0575
 EP0575:                Primary Azimuth Mark                     Grid Az
 EP0575:SPC NM E     -  3410445006                               091 00 10.3
 EP0575:UTM  13      -  3410445006                               090 37 14.7
 EP0575
 EP0575|---------------------------------------------------------------------|
 EP0575| PID    Reference Object                     Distance      Geod. Az  |
 EP0575|                                                           dddmmss.s |
 EP0575| EP0574 3410445006                          APPROX. 2.8 KM 0904208.4 |
 EP0575|---------------------------------------------------------------------|
 EP0575
 EP0575                          SUPERSEDED SURVEY CONTROL
 EP0575
 EP0575  NAD 83(1986)-  34 58 09.06752(N)    104 51 27.61224(W) AD(       ) 2
 EP0575  NAD 27      -  34 58 08.85855(N)    104 51 25.63738(W) AD(       ) 2
 EP0575  NGVD 29 (07/19/86) 1635.2    (m)         5365.     (f) VERT ANG       
 EP0575
 EP0575.Superseded values are not recommended for survey control.
 EP0575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EP0575.See file dsdata.txt to determine how the superseded data were derived.
 EP0575
 EP0575_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEU1299369635(NAD 83)
 EP0575_MARKER: DD = SURVEY DISK
 EP0575_SETTING: 0 = UNSPECIFIED SETTING
 EP0575_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EP0575
 EP0575  HISTORY     - Date     Condition        Report By
 EP0575  HISTORY     - 1972     MONUMENTED       NMHD
 EP0575
 EP0575                          STATION DESCRIPTION
 EP0575
 EP0575'DESCRIBED BY NM HIGHWAY DEPT 1972 (CWW)
 EP0575'STATION IS LOCATED IN GUADALUPE COUNTY, NEW MEXICO, ALONG
 EP0575'INTERSTATE 40 AND IS ABOUT 10.4 MILES AIR LINE WEST OF SANTA ROSA,
 EP0575'NEW MEXICO.
 EP0575'
 EP0575'TO REACH FROM THE JUNCTION OF 4TH AND PARKER STREETS IN SANTA
 EP0575'ROSA GO WEST ON U.S. 66, 1.3 MILES TO AN INTERCHANGE.  GO WEST
 EP0575'ON I-40, 9.1 MILES TO THE STATION ON THE LEFT.  STATION IS
 EP0575'104 FEET SOUTH OF THE EASTBOUND LANE OF INTERSTATE 40.
 EP0575'
 EP0575'STATION IS A STANDARD NMSHC BRASS DISK SET IN A CONCRETE
 EP0575'MONUMENT AND IS STAMPED 3410445005, 1972.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0574 ***********************************************************************
 EP0574  DESIGNATION -  3410445006
 EP0574  PID         -  EP0574
 EP0574  STATE/COUNTY-  NM/GUADALUPE
 EP0574  USGS QUAD   -  PASTURA NE (1978)
 EP0574
 EP0574                         *CURRENT SURVEY CONTROL
 EP0574  ___________________________________________________________________
 EP0574* NAD 83(1992)-  34 58 07.94456(N)    104 49 38.40891(W)     ADJUSTED  
 EP0574* NAVD 88     -      1604.09   (+/-2cm)    5262.8    (feet)  VERTCON   
 EP0574  ___________________________________________________________________
 EP0574  LAPLACE CORR-          -5.35  (seconds)                    DEFLEC99
 EP0574  GEOID HEIGHT-         -21.77  (meters)                     GEOID03
 EP0574
 EP0574  HORZ ORDER  -  SECOND
 EP0574  VERT ORDER  -  THIRD ? (See Below)
 EP0574
 EP0574.The horizontal coordinates were established by classical geodetic methods
 EP0574.and adjusted by the National Geodetic Survey in December 1993..
 EP0574
 EP0574.The NAVD 88 height was computed by applying the VERTCON shift value to
 EP0574.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EP0574.The vertical order pertains to the NGVD 29 superseded value.
 EP0574
 EP0574.The Laplace correction was computed from DEFLEC99 derived deflections.
 EP0574
 EP0574.The geoid height was determined by GEOID03.
 EP0574
 EP0574;                    North         East     Units Scale Factor Converg.
 EP0574;SPC NM E     -   440,236.836   119,890.255   MT  0.99993416   -0 16 59.3
 EP0574;SPC NM E     - 1,444,343.69    393,339.94   sFT  0.99993416   -0 16 59.3
 EP0574;UTM  13      - 3,869,604.873   515,761.866   MT  0.99960306   +0 05 56.3
 EP0574
 EP0574!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EP0574!SPC NM E     -   0.99975169  x   0.99993416  =   0.99968587
 EP0574!UTM  13      -   0.99975169  x   0.99960306  =   0.99935485
 EP0574
 EP0574:                Primary Azimuth Mark                     Grid Az
 EP0574:SPC NM E     -  3410445007                               089 30 12.9
 EP0574:UTM  13      -  3410445007                               089 07 17.3
 EP0574
 EP0574|---------------------------------------------------------------------|
 EP0574| PID    Reference Object                     Distance      Geod. Az  |
 EP0574|                                                           dddmmss.s |
 EP0574| EP0573 3410445007                          APPROX. 3.3 KM 0891313.6 |
 EP0574|---------------------------------------------------------------------|
 EP0574
 EP0574                          SUPERSEDED SURVEY CONTROL
 EP0574
 EP0574  NAD 83(1986)-  34 58 07.95192(N)    104 49 38.40528(W) AD(       ) 2
 EP0574  NAD 27      -  34 58 07.74263(N)    104 49 36.43337(W) AD(       ) 2
 EP0574  NGVD 29 (07/19/86) 1603.35   (m)         5260.3    (f) LEVELING    3  
 EP0574
 EP0574.Superseded values are not recommended for survey control.
 EP0574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EP0574.See file dsdata.txt to determine how the superseded data were derived.
 EP0574
 EP0574_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEU1576269605(NAD 83)
 EP0574_MARKER: DD = SURVEY DISK
 EP0574_SETTING: 0 = UNSPECIFIED SETTING
 EP0574_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EP0574
 EP0574  HISTORY     - Date     Condition        Report By
 EP0574  HISTORY     - 1972     MONUMENTED       NMHD
 EP0574
 EP0574                          STATION DESCRIPTION
 EP0574
 EP0574'DESCRIBED BY NM HIGHWAY DEPT 1972 (CWW)
 EP0574'STATION IS LOCATED IN GUADALUPE COUNTY, NEW MEXICO, ALONG
 EP0574'INTERSTATE 40 AND IS ABOUT 8.7 MILES AIR LINE WEST OF SANTA
 EP0574'ROSA, NEW MEXICO.
 EP0574'
 EP0574'TO REACH FROM THE JUNCTION OF 4TH AND PARKER STREETS IN SANTA
 EP0574'ROSA GO WEST ON U.S. 66, 1.3 MILES TO AN INTERCHANGE.  GO WEST
 EP0574'ON I-40, 7.4 MILES TO THE STATION ON THE LEFT.  STATION IS 104
 EP0574'FEET SOUTH OF THE EASTBOUND LANE OF INTERSTATE 40.
 EP0574'
 EP0574'STATION IS A STANDARD NMSHC BRASS DISK SET IN A CONCRETE
 EP0574'MONUMENT AND IS STAMPED 3410445006, 1972.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0573 ***********************************************************************
 EP0573  DESIGNATION -  3410445007
 EP0573  PID         -  EP0573
 EP0573  STATE/COUNTY-  NM/GUADALUPE
 EP0573  USGS QUAD   -  PASTURA NE (1978)
 EP0573
 EP0573                         *CURRENT SURVEY CONTROL
 EP0573  ___________________________________________________________________
 EP0573* NAD 83(1992)-  34 58 09.38385(N)    104 47 28.17507(W)     ADJUSTED  
 EP0573* NAVD 88     -      1570.0    (meters)    5151.     (feet)  VERTCON   
 EP0573  ___________________________________________________________________
 EP0573  LAPLACE CORR-          -5.28  (seconds)                    DEFLEC99
 EP0573  GEOID HEIGHT-         -21.89  (meters)                     GEOID03
 EP0573
 EP0573  HORZ ORDER  -  SECOND
 EP0573
 EP0573.The horizontal coordinates were established by classical geodetic methods
 EP0573.and adjusted by the National Geodetic Survey in December 1993..
 EP0573
 EP0573.The NAVD 88 height was computed by applying the VERTCON shift value to
 EP0573.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EP0573
 EP0573.The Laplace correction was computed from DEFLEC99 derived deflections.
 EP0573
 EP0573.The geoid height was determined by GEOID03.
 EP0573
 EP0573;                    North         East     Units Scale Factor Converg.
 EP0573;SPC NM E     -   440,265.460   123,193.895   MT  0.99993062   -0 15 44.6
 EP0573;SPC NM E     - 1,444,437.60    404,178.64   sFT  0.99993062   -0 15 44.6
 EP0573;UTM  13      - 3,869,655.511   519,064.155   MT  0.99960448   +0 07 10.9
 EP0573
 EP0573!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EP0573!SPC NM E     -   0.99975705  x   0.99993062  =   0.99968769
 EP0573!UTM  13      -   0.99975705  x   0.99960448  =   0.99936163
 EP0573
 EP0573:                Primary Azimuth Mark                     Grid Az
 EP0573:SPC NM E     -  3410445008                               104 07 30.0
 EP0573:UTM  13      -  3410445008                               103 44 34.5
 EP0573
 EP0573|---------------------------------------------------------------------|
 EP0573| PID    Reference Object                     Distance      Geod. Az  |
 EP0573|                                                           dddmmss.s |
 EP0573| EP0572 3410445008                          APPROX. 0.9 KM 1035145.4 |
 EP0573|---------------------------------------------------------------------|
 EP0573
 EP0573                          SUPERSEDED SURVEY CONTROL
 EP0573
 EP0573  NAD 83(1986)-  34 58 09.39124(N)    104 47 28.17132(W) AD(       ) 2
 EP0573  NAD 27      -  34 58 09.18180(N)    104 47 26.20210(W) AD(       ) 2
 EP0573  NGVD 29 (07/19/86) 1569.3    (m)         5149.     (f) VERT ANG       
 EP0573
 EP0573.Superseded values are not recommended for survey control.
 EP0573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EP0573.See file dsdata.txt to determine how the superseded data were derived.
 EP0573
 EP0573_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEU1906469656(NAD 83)
 EP0573_MARKER: DD = SURVEY DISK
 EP0573_SETTING: 0 = UNSPECIFIED SETTING
 EP0573_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EP0573
 EP0573  HISTORY     - Date     Condition        Report By
 EP0573  HISTORY     - 1972     MONUMENTED       NMHD
 EP0573
 EP0573                          STATION DESCRIPTION
 EP0573
 EP0573'DESCRIBED BY NM HIGHWAY DEPT 1972 (CWW)
 EP0573'STATION IS LOCATED IN GUADALUPE COUNTY, NEW MEXICO, ALONG
 EP0573'INTERSTATE 40 AND IS ABOUT 6.5 MILES AIR LINE WEST OF SANTA ROSA,
 EP0573'NEW MEXICO.
 EP0573'
 EP0573'TO REACH FROM THE JUNCTION OF 4TH AND PARKER STREETS IN SANTA
 EP0573'ROSA GO WEST ON U.S. 66, 1.3 MILES TO AN INTERCHANGE.  GO WEST ON
 EP0573'I-40, 5.2 MILES TO THE STATION ON THE RIGHT.  STATION IS 96 FEET
 EP0573'NORTH OF THE WESTBOUND LANE OF INTERSTATE 40.
 EP0573'
 EP0573'STATION IS LOCATED ON THE NORTHEAST CORNER OF THE BRIDGE.
 EP0573'
 EP0573'STATION IS A STANDARD NMSHC BRASS DISK SET IN A CONCRETE
 EP0573'MONUMENT AND IS STAMPED 3410445007, 1972.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0572 ***********************************************************************
 EP0572  DESIGNATION -  3410445008
 EP0572  PID         -  EP0572
 EP0572  STATE/COUNTY-  NM/GUADALUPE
 EP0572  USGS QUAD   -  PASTURA NE (1978)
 EP0572
 EP0572                         *CURRENT SURVEY CONTROL
 EP0572  ___________________________________________________________________
 EP0572* NAD 83(1992)-  34 58 02.50037(N)    104 46 54.29752(W)     ADJUSTED  
 EP0572* NAVD 88     -      1562.3    (meters)    5126.     (feet)  VERTCON   
 EP0572  ___________________________________________________________________
 EP0572  LAPLACE CORR-          -5.29  (seconds)                    DEFLEC99
 EP0572  GEOID HEIGHT-         -21.92  (meters)                     GEOID03
 EP0572
 EP0572  HORZ ORDER  -  SECOND
 EP0572
 EP0572.The horizontal coordinates were established by classical geodetic methods
 EP0572.and adjusted by the National Geodetic Survey in December 1993..
 EP0572
 EP0572.The NAVD 88 height was computed by applying the VERTCON shift value to
 EP0572.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EP0572
 EP0572.The Laplace correction was computed from DEFLEC99 derived deflections.
 EP0572
 EP0572.The geoid height was determined by GEOID03.
 EP0572
 EP0572;                    North         East     Units Scale Factor Converg.
 EP0572;SPC NM E     -   440,049.456   124,052.256   MT  0.99992975   -0 15 25.2
 EP0572;SPC NM E     - 1,443,728.92    406,994.78   sFT  0.99992975   -0 15 25.2
 EP0572;UTM  13      - 3,869,445.304   519,923.658   MT  0.99960489   +0 07 30.3
 EP0572
 EP0572!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EP0572!SPC NM E     -   0.99975827  x   0.99992975  =   0.99968803
 EP0572!UTM  13      -   0.99975827  x   0.99960489  =   0.99936325
 EP0572
 EP0572:                Primary Azimuth Mark                     Grid Az
 EP0572:SPC NM E     -  3410445009                               096 51 24.3
 EP0572:UTM  13      -  3410445009                               096 28 28.8
 EP0572
 EP0572|---------------------------------------------------------------------|
 EP0572| PID    Reference Object                     Distance      Geod. Az  |
 EP0572|                                                           dddmmss.s |
 EP0572| EP0571 3410445009                          APPROX. 3.5 KM 0963559.1 |
 EP0572|---------------------------------------------------------------------|
 EP0572
 EP0572                          SUPERSEDED SURVEY CONTROL
 EP0572
 EP0572  NAD 83(1986)-  34 58 02.50778(N)    104 46 54.29374(W) AD(       ) 2
 EP0572  NAD 27      -  34 58 02.29812(N)    104 46 52.32516(W) AD(       ) 2
 EP0572  NGVD 29 (07/19/86) 1561.6    (m)         5123.     (f) VERT ANG       
 EP0572
 EP0572.Superseded values are not recommended for survey control.
 EP0572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EP0572.See file dsdata.txt to determine how the superseded data were derived.
 EP0572
 EP0572_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEU1992469445(NAD 83)
 EP0572_MARKER: DD = SURVEY DISK
 EP0572_SETTING: 0 = UNSPECIFIED SETTING
 EP0572_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EP0572
 EP0572  HISTORY     - Date     Condition        Report By
 EP0572  HISTORY     - 1972     MONUMENTED       NMHD
 EP0572
 EP0572                          STATION DESCRIPTION
 EP0572
 EP0572'DESCRIBED BY NM HIGHWAY DEPT 1972 (CWW)
 EP0572'STATION IS LOCATED IN GUADALUPE COUNTY, NEW MEXICO, ALONG INTERSTATE
 EP0572'40 AND IS ABOUT 6.0 MILES AIR LINE WEST OF SANTA ROSA, NEW
 EP0572'MEXICO.
 EP0572'
 EP0572'TO REACH FROM THE JUNCTION OF 4TH AND PARKER STREETS IN SANTA
 EP0572'ROSA GO WEST ON U.S. 66, 1.3 MILES TO AN INTERCHANGE.  GO WEST
 EP0572'ON I-40, 4.7 MILES TO THE STATION ON THE LEFT.  STATION IS 117
 EP0572'FEET SOUTH OF THE EASTBOUND LANE OF INTERSTATE 40.
 EP0572'
 EP0572'STATION IS A STANDARD NMSHC BRASS DISK SET IN A CONCRETE MONUMENT
 EP0572'AND IS STAMPED 3410445008, 1972.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0571 ***********************************************************************
 EP0571  DESIGNATION -  3410445009
 EP0571  PID         -  EP0571
 EP0571  STATE/COUNTY-  NM/GUADALUPE
 EP0571  USGS QUAD   -  SANTA ROSA (1963)
 EP0571
 EP0571                         *CURRENT SURVEY CONTROL
 EP0571  ___________________________________________________________________
 EP0571* NAD 83(1992)-  34 57 49.51782(N)    104 44 38.21527(W)     ADJUSTED  
 EP0571* NAVD 88     -      1510.5    (meters)    4956.     (feet)  VERTCON   
 EP0571  ___________________________________________________________________
 EP0571  LAPLACE CORR-          -5.12  (seconds)                    DEFLEC99
 EP0571  GEOID HEIGHT-         -22.05  (meters)                     GEOID03
 EP0571
 EP0571  HORZ ORDER  -  SECOND
 EP0571
 EP0571.The horizontal coordinates were established by classical geodetic methods
 EP0571.and adjusted by the National Geodetic Survey in December 1993..
 EP0571
 EP0571.The NAVD 88 height was computed by applying the VERTCON shift value to
 EP0571.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EP0571
 EP0571.The Laplace correction was computed from DEFLEC99 derived deflections.
 EP0571
 EP0571.The geoid height was determined by GEOID03.
 EP0571
 EP0571;                    North         East     Units Scale Factor Converg.
 EP0571;SPC NM E     -   439,634.580   127,502.453   MT  0.99992641   -0 14 07.1
 EP0571;SPC NM E     - 1,442,367.78    418,314.30   sFT  0.99992641   -0 14 07.1
 EP0571;UTM  13      - 3,869,053.570   523,375.431   MT  0.99960673   +0 08 48.2
 EP0571
 EP0571!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EP0571!SPC NM E     -   0.99976642  x   0.99992641  =   0.99969284
 EP0571!UTM  13      -   0.99976642  x   0.99960673  =   0.99937324
 EP0571
 EP0571:                Primary Azimuth Mark                     Grid Az
 EP0571:SPC NM E     -  I40 R 24 1 14                            121 59 29.3
 EP0571:UTM  13      -  I40 R 24 1 14                            121 36 34.0
 EP0571
 EP0571|---------------------------------------------------------------------|
 EP0571| PID    Reference Object                     Distance      Geod. Az  |
 EP0571|                                                           dddmmss.s |
 EP0571| EP0570 I40 R 24 1 14                       APPROX. 3.1 KM 1214522.2 |
 EP0571|---------------------------------------------------------------------|
 EP0571
 EP0571                          SUPERSEDED SURVEY CONTROL
 EP0571
 EP0571  NAD 83(1986)-  34 57 49.52531(N)    104 44 38.21135(W) AD(       ) 2
 EP0571  NAD 27      -  34 57 49.31540(N)    104 44 36.24563(W) AD(       ) 2
 EP0571  NGVD 29 (07/19/86) 1509.8    (m)         4953.     (f) VERT ANG       
 EP0571
 EP0571.Superseded values are not recommended for survey control.
 EP0571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EP0571.See file dsdata.txt to determine how the superseded data were derived.
 EP0571
 EP0571_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEU2337569054(NAD 83)
 EP0571_MARKER: DD = SURVEY DISK
 EP0571_SETTING: 0 = UNSPECIFIED SETTING
 EP0571_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EP0571
 EP0571  HISTORY     - Date     Condition        Report By
 EP0571  HISTORY     - 1972     MONUMENTED       NMHD
 EP0571
 EP0571                          STATION DESCRIPTION
 EP0571
 EP0571'DESCRIBED BY NM HIGHWAY DEPT 1972 (CWW)
 EP0571'STATION IS LOCATED IN GUADALUPE COUNTY, NEW MEXICO, ALONG
 EP0571'INTERSTATE 40 AND IS ABOUT 3.8 MILES AIR LINE WEST OF SANTA ROSA,
 EP0571'NEW MEXICO.
 EP0571'
 EP0571'TO REACH FROM THE JUNCTION OF 4TH AND PARKER STREETS IN SANTA
 EP0571'ROSA GO WEST ON U.S. 66, 1.3 MILES TO AN INTERCHANGE.  GO WEST
 EP0571'ON I-40, 2.5 MILES TO THE STATION ON THE LEFT.  STATION IS 24
 EP0571'FEET SOUTH OF THE EASTBOUND LANE OF INTERSTATE 40, ON THE EDGE
 EP0571'OF DEEP CUT.
 EP0571'
 EP0571'STATION IS A STANDARD NMSHC DISK SET IN A CONCRETE MONUMENT AND
 EP0571'IS STAMPED 3410445009, 1972.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0569 ***********************************************************************
 EP0569  DESIGNATION -  3410445010
 EP0569  PID         -  EP0569
 EP0569  STATE/COUNTY-  NM/GUADALUPE
 EP0569  USGS QUAD   -  SANTA ROSA (1963)
 EP0569
 EP0569                         *CURRENT SURVEY CONTROL
 EP0569  ___________________________________________________________________
 EP0569* NAD 83(1992)-  34 57 02.37619(N)    104 40 57.66960(W)     ADJUSTED  
 EP0569* NAVD 88     -      1441.9    (meters)    4731.     (feet)  VERTCON   
 EP0569  ___________________________________________________________________
 EP0569  LAPLACE CORR-          -3.84  (seconds)                    DEFLEC99
 EP0569  GEOID HEIGHT-         -22.25  (meters)                     GEOID03
 EP0569
 EP0569  HORZ ORDER  -  SECOND
 EP0569
 EP0569.The horizontal coordinates were established by classical geodetic methods
 EP0569.and adjusted by the National Geodetic Survey in December 1993..
 EP0569
 EP0569.The NAVD 88 height was computed by applying the VERTCON shift value to
 EP0569.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EP0569
 EP0569.The Laplace correction was computed from DEFLEC99 derived deflections.
 EP0569
 EP0569.The geoid height was determined by GEOID03.
 EP0569
 EP0569;                    North         East     Units Scale Factor Converg.
 EP0569;SPC NM E     -   438,160.695   133,091.935   MT  0.99992163   -0 12 00.5
 EP0569;SPC NM E     - 1,437,532.21    436,652.46   sFT  0.99992163   -0 12 00.5
 EP0569;UTM  13      - 3,867,617.435   528,972.849   MT  0.99961035   +0 10 54.4
 EP0569
 EP0569!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EP0569!SPC NM E     -   0.99977721  x   0.99992163  =   0.99969886
 EP0569!UTM  13      -   0.99977721  x   0.99961035  =   0.99938765
 EP0569
 EP0569:                Primary Azimuth Mark                     Grid Az
 EP0569:SPC NM E     -  3410445011                               094 48 33.1
 EP0569:UTM  13      -  3410445011                               094 25 38.2
 EP0569
 EP0569|---------------------------------------------------------------------|
 EP0569| PID    Reference Object                     Distance      Geod. Az  |
 EP0569|                                                           dddmmss.s |
 EP0569| EP0568 3410445011                          APPROX. 4.0 KM 0943632.6 |
 EP0569|---------------------------------------------------------------------|
 EP0569
 EP0569                          SUPERSEDED SURVEY CONTROL
 EP0569
 EP0569  NAD 83(1986)-  34 57 02.38374(N)    104 40 57.66535(W) AD(       ) 2
 EP0569  NAD 27      -  34 57 02.17253(N)    104 40 55.70409(W) AD(       ) 2
 EP0569  NGVD 29 (07/19/86) 1441.2    (m)         4728.     (f) VERT ANG       
 EP0569
 EP0569.Superseded values are not recommended for survey control.
 EP0569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EP0569.See file dsdata.txt to determine how the superseded data were derived.
 EP0569
 EP0569_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEU2897367617(NAD 83)
 EP0569_MARKER: DD = SURVEY DISK
 EP0569_SETTING: 0 = UNSPECIFIED SETTING
 EP0569_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EP0569
 EP0569  HISTORY     - Date     Condition        Report By
 EP0569  HISTORY     - 1972     MONUMENTED       NMHD
 EP0569
 EP0569                          STATION DESCRIPTION
 EP0569
 EP0569'DESCRIBED BY NM HIGHWAY DEPT 1972 (CWW)
 EP0569'FROM THE INTERSECTION OF 4TH AND PARKER IN SANTA ROSA GO WEST
 EP0569'ON U.S. 66, 0.15 MILES TO SECOND STREET, TURN RIGHT AND GO
 EP0569'NORTH ON SECOND STREET 0.15 MILES TO EDDY STREET, TURN RIGHT
 EP0569'AND GO EAST ON EDDY STREET 0.35 MILES TO AN INTERSECTION, TURN
 EP0569'LEFT AND GO NORTH 0.20 MILES PASSING UNDER INTERSTATE 40,
 EP0569'TURN RIGHT AND FOLLOW A FRONTAGE ROAD 0.15 MILES, TURN LEFT
 EP0569'CROSSING OVER A CATTLE GUARD AND FOLLOW A GRADED ROAD 0.15
 EP0569'MILES TO A CROSS FENCE.  STATION IS 126 FEET RIGHT OF THE
 EP0569'ROAD AND 20 FEET SOUTH OF THE FENCE.  IT IS A STANDARD NMSHC
 EP0569'BRASS DISK SET IN A CONCRETE POST AND STAMPED, 3410445010,
 EP0569'1972.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0568 ***********************************************************************
 EP0568  DESIGNATION -  3410445011
 EP0568  PID         -  EP0568
 EP0568  STATE/COUNTY-  NM/GUADALUPE
 EP0568  USGS QUAD   -  SANTA ROSA (1963)
 EP0568
 EP0568                         *CURRENT SURVEY CONTROL
 EP0568  ___________________________________________________________________
 EP0568* NAD 83(1992)-  34 56 51.82211(N)    104 38 19.10598(W)     ADJUSTED  
 EP0568* NAVD 88     -      1461.45   (+/-2cm)    4794.8    (feet)  VERTCON   
 EP0568  ___________________________________________________________________
 EP0568  LAPLACE CORR-          -2.94  (seconds)                    DEFLEC99
 EP0568  GEOID HEIGHT-         -22.35  (meters)                     GEOID03
 EP0568
 EP0568  HORZ ORDER  -  SECOND
 EP0568  VERT ORDER  -  THIRD ? (See Below)
 EP0568
 EP0568.The horizontal coordinates were established by classical geodetic methods
 EP0568.and adjusted by the National Geodetic Survey in December 1993..
 EP0568
 EP0568.The NAVD 88 height was computed by applying the VERTCON shift value to
 EP0568.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EP0568.The vertical order pertains to the NGVD 29 superseded value.
 EP0568
 EP0568.The Laplace correction was computed from DEFLEC99 derived deflections.
 EP0568
 EP0568.The geoid height was determined by GEOID03.
 EP0568
 EP0568;                    North         East     Units Scale Factor Converg.
 EP0568;SPC NM E     -   437,822.316   137,113.840   MT  0.99991867   -0 10 29.6
 EP0568;SPC NM E     - 1,436,422.05    449,847.66   sFT  0.99991867   -0 10 29.6
 EP0568;UTM  13      - 3,867,305.967   532,995.679   MT  0.99961342   +0 12 25.2
 EP0568
 EP0568!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EP0568!SPC NM E     -   0.99977416  x   0.99991867  =   0.99969285
 EP0568!UTM  13      -   0.99977416  x   0.99961342  =   0.99938767
 EP0568
 EP0568:                Primary Azimuth Mark                     Grid Az
 EP0568:SPC NM E     -  3410445012                               059 44 56.1
 EP0568:UTM  13      -  3410445012                               059 22 01.3
 EP0568
 EP0568|---------------------------------------------------------------------|
 EP0568| PID    Reference Object                     Distance      Geod. Az  |
 EP0568|                                                           dddmmss.s |
 EP0568| EP0567 3410445012                          APPROX. 3.3 KM 0593426.5 |
 EP0568|---------------------------------------------------------------------|
 EP0568
 EP0568                          SUPERSEDED SURVEY CONTROL
 EP0568
 EP0568  NAD 83(1986)-  34 56 51.82966(N)    104 38 19.10156(W) AD(       ) 2
 EP0568  NAD 27      -  34 56 51.61771(N)    104 38 17.14396(W) AD(       ) 2
 EP0568  NGVD 29 (07/19/86) 1460.76   (m)         4792.5    (f) LEVELING    3  
 EP0568
 EP0568.Superseded values are not recommended for survey control.
 EP0568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EP0568.See file dsdata.txt to determine how the superseded data were derived.
 EP0568
 EP0568_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEU3299667306(NAD 83)
 EP0568_MARKER: DD = SURVEY DISK
 EP0568_SETTING: 0 = UNSPECIFIED SETTING
 EP0568_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EP0568
 EP0568  HISTORY     - Date     Condition        Report By
 EP0568  HISTORY     - 1972     MONUMENTED       NMHD
 EP0568
 EP0568                          STATION DESCRIPTION
 EP0568
 EP0568'DESCRIBED BY NM HIGHWAY DEPT 1972 (CWW)
 EP0568'FROM THE INTERSECTION OF 4TH AND PARKER IN SANTA ROSA GO EAST
 EP0568'ON U.S. 66, 0.8 MILES TO AN INTERCHANGE ON-RAMP.  TURN RIGHT
 EP0568'ONTO THE RAMP AND GO 1.7 MILES TO AN INTERCHANGE OFF-RAMP.  LEAVE
 EP0568'INTERSTATE AND FOLLOW OFF-RAMP 0.25 MILES TO U.S. 84, TURN
 EP0568'RIGHT FOLLOWING U.S. 84 SOUTH 0.10 MILES TO A MEDIAN
 EP0568'CROSSOVER.  TURN LEFT AND FOLLOW A FRONTAGE ROAD EAST 0.20
 EP0568'MILES.  STATION IS ON THE RIGHT ON TOP OF A 15 FOOT CUT.  THE
 EP0568'STATION IS A STANDARD NMSHC BRASS DISK SET IN A CONCRETE POST
 EP0568'AND IS STAMPED 3410445011, 1972.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0567 ***********************************************************************
 EP0567  DESIGNATION -  3410445012
 EP0567  PID         -  EP0567
 EP0567  STATE/COUNTY-  NM/GUADALUPE
 EP0567  USGS QUAD   -  SUNSHINE MESA (1963)
 EP0567
 EP0567                         *CURRENT SURVEY CONTROL
 EP0567  ___________________________________________________________________
 EP0567* NAD 83(1992)-  34 57 46.73212(N)    104 36 25.50534(W)     ADJUSTED  
 EP0567* NAVD 88     -      1466.0    (meters)    4810.     (feet)  VERTCON   
 EP0567  ___________________________________________________________________
 EP0567  LAPLACE CORR-          -2.84  (seconds)                    DEFLEC99
 EP0567  GEOID HEIGHT-         -22.39  (meters)                     GEOID03
 EP0567
 EP0567  HORZ ORDER  -  SECOND
 EP0567
 EP0567.The horizontal coordinates were established by classical geodetic methods
 EP0567.and adjusted by the National Geodetic Survey in December 1993..
 EP0567
 EP0567.The NAVD 88 height was computed by applying the VERTCON shift value to
 EP0567.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EP0567
 EP0567.The Laplace correction was computed from DEFLEC99 derived deflections.
 EP0567
 EP0567.The geoid height was determined by GEOID03.
 EP0567
 EP0567;                    North         East     Units Scale Factor Converg.
 EP0567;SPC NM E     -   439,505.965   140,000.718   MT  0.99991679   -0 09 24.7
 EP0567;SPC NM E     - 1,441,945.82    459,319.02   sFT  0.99991679   -0 09 24.7
 EP0567;UTM  13      - 3,869,008.308   535,870.398   MT  0.99961586   +0 13 30.6
 EP0567
 EP0567!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EP0567!SPC NM E     -   0.99977345  x   0.99991679  =   0.99969026
 EP0567!UTM  13      -   0.99977345  x   0.99961586  =   0.99938940
 EP0567
 EP0567:                Primary Azimuth Mark                     Grid Az
 EP0567:SPC NM E     -  3410445014                               097 35 09.5
 EP0567:UTM  13      -  3410445014                               097 12 14.2
 EP0567
 EP0567|---------------------------------------------------------------------|
 EP0567| PID    Reference Object                     Distance      Geod. Az  |
 EP0567|                                                           dddmmss.s |
 EP0567| EP0566 3410445014                          APPROX. 0.7 KM 0972544.8 |
 EP0567|---------------------------------------------------------------------|
 EP0567
 EP0567                          SUPERSEDED SURVEY CONTROL
 EP0567
 EP0567  NAD 83(1986)-  34 57 46.73972(N)    104 36 25.50068(W) AD(       ) 2
 EP0567  NAD 27      -  34 57 46.52879(N)    104 36 23.54471(W) AD(       ) 2
 EP0567  NGVD 29 (07/19/86) 1465.3    (m)         4807.     (f) VERT ANG       
 EP0567
 EP0567.Superseded values are not recommended for survey control.
 EP0567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EP0567.See file dsdata.txt to determine how the superseded data were derived.
 EP0567
 EP0567_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEU3587069008(NAD 83)
 EP0567_MARKER: DD = SURVEY DISK
 EP0567_SETTING: 0 = UNSPECIFIED SETTING
 EP0567_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EP0567
 EP0567  HISTORY     - Date     Condition        Report By
 EP0567  HISTORY     - 1972     MONUMENTED       NMHD
 EP0567
 EP0567                          STATION DESCRIPTION
 EP0567
 EP0567'DESCRIBED BY NM HIGHWAY DEPT 1972 (CWW)
 EP0567'STATION IS LOCATED IN GUADALUPE COUNTY, NEW MEXICO, ALONG
 EP0567'INTERSTATE 40 AND IS ABOUT 4.7 MILES AIR LINE EAST OF SANTA ROSA,
 EP0567'NEW MEXICO.
 EP0567'
 EP0567'TO REACH FROM THE JUNCTION OF 4TH AND PARKER STREETS IN
 EP0567'SANTA ROSA GO EAST ON U.S. 66, 0.8 MILES TO AN INTERCHANGE.  GO
 EP0567'EAST ON I-40, 5.05 MILES TO THE STATION ON THE RIGHT.  STATION
 EP0567'IS 61 FEET SOUTH OF THE EASTBOUND LANE OF INTERSTATE 40.
 EP0567'
 EP0567'STATION IS A STANDARD NMSHC BRASS DISK SET IN A CONCRETE
 EP0567'MONUMENT AND IS STAMPED 3410445012, 1972.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0565 ***********************************************************************
 EP0565  DESIGNATION -  3410445013
 EP0565  PID         -  EP0565
 EP0565  STATE/COUNTY-  NM/GUADALUPE
 EP0565  USGS QUAD   -  SUNSHINE MESA (1963)
 EP0565
 EP0565                         *CURRENT SURVEY CONTROL
 EP0565  ___________________________________________________________________
 EP0565* NAD 83(1992)-  34 59 25.92977(N)    104 32 58.34434(W)     ADJUSTED  
 EP0565* NAVD 88     -      1493.29   (+/-2cm)    4899.2    (feet)  VERTCON   
 EP0565  ___________________________________________________________________
 EP0565  LAPLACE CORR-          -2.47  (seconds)                    DEFLEC99
 EP0565  GEOID HEIGHT-         -22.45  (meters)                     GEOID03
 EP0565
 EP0565  HORZ ORDER  -  SECOND
 EP0565  VERT ORDER  -  THIRD ? (See Below)
 EP0565
 EP0565.The horizontal coordinates were established by classical geodetic methods
 EP0565.and adjusted by the National Geodetic Survey in December 1993..
 EP0565
 EP0565.The NAVD 88 height was computed by applying the VERTCON shift value to
 EP0565.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EP0565.The vertical order pertains to the NGVD 29 superseded value.
 EP0565
 EP0565.The Laplace correction was computed from DEFLEC99 derived deflections.
 EP0565
 EP0565.The geoid height was determined by GEOID03.
 EP0565
 EP0565;                    North         East     Units Scale Factor Converg.
 EP0565;SPC NM E     -   442,549.764   145,262.387   MT  0.99991389   -0 07 26.3
 EP0565;SPC NM E     - 1,451,932.02    476,581.68   sFT  0.99991389   -0 07 26.3
 EP0565;UTM  13      - 3,872,086.220   541,110.090   MT  0.99962083   +0 15 29.9
 EP0565
 EP0565!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EP0565!SPC NM E     -   0.99976918  x   0.99991389  =   0.99968309
 EP0565!UTM  13      -   0.99976918  x   0.99962083  =   0.99939010
 EP0565
 EP0565:                Primary Azimuth Mark                     Grid Az
 EP0565:SPC NM E     -  3510435001                               059 13 45.9
 EP0565:UTM  13      -  3510435001                               058 50 49.7
 EP0565
 EP0565|---------------------------------------------------------------------|
 EP0565| PID    Reference Object                     Distance      Geod. Az  |
 EP0565|                                                           dddmmss.s |
 EP0565| FN0499 3510435001                          APPROX. 2.8 KM 0590619.6 |
 EP0565|---------------------------------------------------------------------|
 EP0565
 EP0565                          SUPERSEDED SURVEY CONTROL
 EP0565
 EP0565  NAD 83(1986)-  34 59 25.93727(N)    104 32 58.33958(W) AD(       ) 2
 EP0565  NAD 27      -  34 59 25.72686(N)    104 32 56.38869(W) AD(       ) 2
 EP0565  NGVD 29 (07/19/86) 1492.58   (m)         4896.9    (f) LEVELING    3  
 EP0565
 EP0565.Superseded values are not recommended for survey control.
 EP0565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EP0565.See file dsdata.txt to determine how the superseded data were derived.
 EP0565
 EP0565_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEU4111072086(NAD 83)
 EP0565_MARKER: DD = SURVEY DISK
 EP0565_SETTING: 0 = UNSPECIFIED SETTING
 EP0565_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EP0565
 EP0565  HISTORY     - Date     Condition        Report By
 EP0565  HISTORY     - 1972     MONUMENTED       NMHD
 EP0565
 EP0565                          STATION DESCRIPTION
 EP0565
 EP0565'DESCRIBED BY NM HIGHWAY DEPT 1972 (CWW)
 EP0565'STATION IS LOCATED IN GUADALUPE COUNTY, NEW MEXICO, ALONG
 EP0565'INTERSTATE 40 AND IS ABOUT 8.5 MILES AIR LINE EAST OF SANTA ROSA,
 EP0565'NEW MEXICO.
 EP0565'
 EP0565'TO REACH FROM THE JUNCTION OF 4TH AND PARKER STREETS IN
 EP0565'SANTA ROSA GO EAST ON U.S. 66, 0.8 MILES TO AN INTERCHANGE.  GO
 EP0565'EAST ON I-40, 8.85 MILES TO THE STATION ON THE RIGHT.  STATION
 EP0565'IS 55 FEET SOUTH OF THE EASTBOUND LANE OF INTERSTATE 40.
 EP0565'
 EP0565'STATION IS A STANDARD NMSHC BRASS DISK SET IN A CONCRETE
 EP0565'MONUMENT AND IS STAMPED 3410445013, 1972.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0566 ***********************************************************************
 EP0566  DESIGNATION -  3410445014
 EP0566  PID         -  EP0566
 EP0566  STATE/COUNTY-  NM/GUADALUPE
 EP0566  USGS QUAD   -  SUNSHINE MESA (1963)
 EP0566
 EP0566                         *CURRENT SURVEY CONTROL
 EP0566  ___________________________________________________________________
 EP0566* NAD 83(1992)-  34 57 43.80614(N)    104 35 58.25565(W)     ADJUSTED  
 EP0566* NAVD 88     -      1530.7    (meters)    5022.     (feet)  VERTCON   
 EP0566  ___________________________________________________________________
 EP0566  LAPLACE CORR-          -2.84  (seconds)                    DEFLEC99
 EP0566  GEOID HEIGHT-         -22.41  (meters)                     GEOID03
 EP0566
 EP0566  HORZ ORDER  -  SECOND
 EP0566
 EP0566.The horizontal coordinates were established by classical geodetic methods
 EP0566.and adjusted by the National Geodetic Survey in December 1993..
 EP0566
 EP0566.The NAVD 88 height was computed by applying the VERTCON shift value to
 EP0566.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EP0566
 EP0566.The Laplace correction was computed from DEFLEC99 derived deflections.
 EP0566
 EP0566.The geoid height was determined by GEOID03.
 EP0566
 EP0566;                    North         East     Units Scale Factor Converg.
 EP0566;SPC NM E     -   439,413.938   140,691.722   MT  0.99991637   -0 09 09.1
 EP0566;SPC NM E     - 1,441,643.89    461,586.09   sFT  0.99991637   -0 09 09.1
 EP0566;UTM  13      - 3,868,920.917   536,561.792   MT  0.99961647   +0 13 46.2
 EP0566
 EP0566!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EP0566!SPC NM E     -   0.99976330  x   0.99991637  =   0.99967969
 EP0566!UTM  13      -   0.99976330  x   0.99961647  =   0.99937986
 EP0566
 EP0566:                Primary Azimuth Mark                     Grid Az
 EP0566:SPC NM E     -  3410445013                               055 32 48.6
 EP0566:UTM  13      -  3410445013                               055 09 53.3
 EP0566
 EP0566|---------------------------------------------------------------------|
 EP0566| PID    Reference Object                     Distance      Geod. Az  |
 EP0566|                                                           dddmmss.s |
 EP0566| EP0565 3410445013                          APPROX. 5.5 KM 0552339.5 |
 EP0566|---------------------------------------------------------------------|
 EP0566
 EP0566                          SUPERSEDED SURVEY CONTROL
 EP0566
 EP0566  NAD 83(1986)-  34 57 43.81374(N)    104 35 58.25094(W) AD(       ) 2
 EP0566  NAD 27      -  34 57 43.60255(N)    104 35 56.29539(W) AD(       ) 2
 EP0566  NGVD 29 (07/19/86) 1530.0    (m)         5020.     (f) VERT ANG       
 EP0566
 EP0566.Superseded values are not recommended for survey control.
 EP0566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EP0566.See file dsdata.txt to determine how the superseded data were derived.
 EP0566
 EP0566_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEU3656268921(NAD 83)
 EP0566_MARKER: DD = SURVEY DISK
 EP0566_SETTING: 0 = UNSPECIFIED SETTING
 EP0566_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EP0566
 EP0566  HISTORY     - Date     Condition        Report By
 EP0566  HISTORY     - 1972     MONUMENTED       NMHD
 EP0566
 EP0566                          STATION DESCRIPTION
 EP0566
 EP0566'DESCRIBED BY NM HIGHWAY DEPT 1972 (CWW)
 EP0566'FROM THE INTERSECTION OF 4TH AND PARKER IN SANTA ROSA GO EAST
 EP0566'ON U.S. 66, 0.8 MILES TO AN INTERCHANGE ON-RAMP.  TURN RIGHT
 EP0566'ONTO THE RAMP AND GO 1.7 MILES TO AN INTERCHANGE OFF-RAMP.  LEAVE
 EP0566'INTERSTATE AND FOLLOW OFF-RAMP 0.25 MILES TO U.S. 84, TURN RIGHT
 EP0566'FOLLOWING U.S. 84 SOUTH 0.10 MILES TO A MEDIAN CROSSOVER.  TURN
 EP0566'LEFT AND FOLLOW A FRONTAGE ROAD EAST 2.28 MILES.  TURN LEFT
 EP0566'AND THROUGH GATE TRAVEL 0.4 MILES ON A DIRT ROAD IN A NE
 EP0566'DIRECTION.  STATION IS ON THE NE EDGE OF A MESA AND AT THE
 EP0566'EDGE OF A GRAVEL PIT.  THE STATION IS A STANDARD NMSHC BRASS
 EP0566'DISK SET IN A CONCRETE POST AND STAMPED 3410445014, 1972.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0599 ***********************************************************************
 EP0599  DESIGNATION -  3410515001
 EP0599  PID         -  EP0599
 EP0599  STATE/COUNTY-  NM/GUADALUPE
 EP0599  USGS QUAD   -  MILAGRO SPRING (1978)
 EP0599
 EP0599                         *CURRENT SURVEY CONTROL
 EP0599  ___________________________________________________________________
 EP0599* NAD 83(1992)-  34 59 27.27006(N)    105 17 23.48807(W)     ADJUSTED  
 EP0599* NAVD 88     -      1824.94   (+/-2cm)    5987.3    (feet)  VERTCON   
 EP0599  ___________________________________________________________________
 EP0599  LAPLACE CORR-          -4.98  (seconds)                    DEFLEC99
 EP0599  GEOID HEIGHT-         -20.35  (meters)                     GEOID03
 EP0599
 EP0599  HORZ ORDER  -  SECOND
 EP0599  VERT ORDER  -  THIRD ? (See Below)
 EP0599
 EP0599.The horizontal coordinates were established by classical geodetic methods
 EP0599.and adjusted by the National Geodetic Survey in December 1993..
 EP0599
 EP0599.The NAVD 88 height was computed by applying the VERTCON shift value to
 EP0599.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EP0599.The vertical order pertains to the NGVD 29 superseded value.
 EP0599
 EP0599.The Laplace correction was computed from DEFLEC99 derived deflections.
 EP0599
 EP0599.The geoid height was determined by GEOID03.
 EP0599
 EP0599;                    North         East     Units Scale Factor Converg.
 EP0599;SPC NM E     -   442,987.718    77,677.514   MT  1.00000304   -0 32 54.8
 EP0599;SPC NM E     - 1,453,368.87    254,846.98   sFT  1.00000304   -0 32 54.8
 EP0599;SPC NM C     -   442,986.859   587,651.969   MT  0.99999466   +0 33 02.3
 EP0599;SPC NM C     - 1,453,366.05  1,927,988.17   sFT  0.99999466   +0 33 02.3
 EP0599;UTM  13      - 3,872,073.207   473,547.032   MT  0.99960862   -0 09 58.4
 EP0599
 EP0599!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EP0599!SPC NM E     -   0.99971682  x   1.00000304  =   0.99971986
 EP0599!SPC NM C     -   0.99971682  x   0.99999466  =   0.99971148
 EP0599!UTM  13      -   0.99971682  x   0.99960862  =   0.99932555
 EP0599
 EP0599:                Primary Azimuth Mark                     Grid Az
 EP0599:SPC NM E     -  RAMP                                     082 05 11.6
 EP0599:SPC NM C     -  RAMP                                     080 59 14.5
 EP0599:UTM  13      -  RAMP                                     081 42 15.2
 EP0599
 EP0599|---------------------------------------------------------------------|
 EP0599| PID    Reference Object                     Distance      Geod. Az  |
 EP0599|                                                           dddmmss.s |
 EP0599| EP0598 RAMP                                433.101 METERS 0813216.8 |
 EP0599| EP0597 3410515002                          APPROX. 2.6 KM 0912555.9 |
 EP0599|---------------------------------------------------------------------|
 EP0599
 EP0599                          SUPERSEDED SURVEY CONTROL
 EP0599
 EP0599  NAD 83(1986)-  34 59 27.27714(N)    105 17 23.48642(W) AD(       ) 2
 EP0599  NAD 27      -  34 59 27.07631(N)    105 17 21.47152(W) AD(       ) 2
 EP0599  NGVD 29 (07/19/86) 1824.08   (m)         5984.5    (f) LEVELING    3  
 EP0599
 EP0599.Superseded values are not recommended for survey control.
 EP0599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EP0599.See file dsdata.txt to determine how the superseded data were derived.
 EP0599
 EP0599_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDU7354772073(NAD 83)
 EP0599_MARKER: DD = SURVEY DISK
 EP0599_SETTING: 0 = UNSPECIFIED SETTING
 EP0599_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EP0599
 EP0599  HISTORY     - Date     Condition        Report By
 EP0599  HISTORY     - 1972     MONUMENTED       NMHD
 EP0599
 EP0599                          STATION DESCRIPTION
 EP0599
 EP0599'DESCRIBED BY NM HIGHWAY DEPT 1972 (CWW)
 EP0599'STATION IS LOCATED IN GUADALUPE COUNTY, NEW MEXICO, ALONG
 EP0599'INTERSTATE 40 AND IS ABOUT 34.8 MILES AIR LINE WEST OF
 EP0599'SANTA ROSA, NEW MEXICO.
 EP0599'
 EP0599'TO REACH FROM THE JUNCTION OF 4TH AND PARKER STREETS IN
 EP0599'SANTA ROSA, GO WEST ON U.S. 66, 1.3 MILES TO AN INTERCHANGE.  GO
 EP0599'WEST ON I-40, 33.5 MILES TO THE STATION ON THE LEFT.  STATION
 EP0599'IS 101 FEET SOUTH OF THE EASTBOUND LANE OF INTERSTATE 40.
 EP0599'
 EP0599'STATION IS A STANDARD NMSHC BRASS DISK SET IN A CONCRETE
 EP0599'MONUMENT AND STAMPED 3410515001 1972.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0597 ***********************************************************************
 EP0597  DESIGNATION -  3410515002
 EP0597  PID         -  EP0597
 EP0597  STATE/COUNTY-  NM/GUADALUPE
 EP0597  USGS QUAD   -  MILAGRO SPRING (1978)
 EP0597
 EP0597                         *CURRENT SURVEY CONTROL
 EP0597  ___________________________________________________________________
 EP0597* NAD 83(1992)-  34 59 25.11273(N)    105 15 39.24092(W)     ADJUSTED  
 EP0597* NAVD 88     -      1831.40   (+/-2cm)    6008.5    (feet)  VERTCON   
 EP0597  ___________________________________________________________________
 EP0597  LAPLACE CORR-          -4.84  (seconds)                    DEFLEC99
 EP0597  GEOID HEIGHT-         -20.45  (meters)                     GEOID03
 EP0597
 EP0597  HORZ ORDER  -  SECOND
 EP0597  VERT ORDER  -  THIRD ? (See Below)
 EP0597
 EP0597.The horizontal coordinates were established by classical geodetic methods
 EP0597.and adjusted by the National Geodetic Survey in December 1993..
 EP0597
 EP0597.The NAVD 88 height was computed by applying the VERTCON shift value to
 EP0597.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EP0597.The vertical order pertains to the NGVD 29 superseded value.
 EP0597
 EP0597.The Laplace correction was computed from DEFLEC99 derived deflections.
 EP0597
 EP0597.The geoid height was determined by GEOID03.
 EP0597
 EP0597;                    North         East     Units Scale Factor Converg.
 EP0597;SPC NM E     -   442,896.312    80,320.553   MT  0.99999744   -0 31 55.0
 EP0597;SPC NM E     - 1,453,068.98    263,518.35   sFT  0.99999744   -0 31 55.0
 EP0597;SPC NM C     -   442,946.170   590,296.268   MT  1.00000046   +0 34 02.0
 EP0597;SPC NM C     - 1,453,232.56  1,936,663.67   sFT  1.00000046   +0 34 02.0
 EP0597;UTM  13      - 3,871,999.467   476,189.585   MT  0.99960699   -0 08 58.6
 EP0597
 EP0597!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EP0597!SPC NM E     -   0.99971582  x   0.99999744  =   0.99971326
 EP0597!SPC NM C     -   0.99971582  x   1.00000046  =   0.99971628
 EP0597!UTM  13      -   0.99971582  x   0.99960699  =   0.99932292
 EP0597
 EP0597:                Primary Azimuth Mark                     Grid Az
 EP0597:SPC NM E     -  RAMP                                     273 54 08.9
 EP0597:SPC NM C     -  RAMP                                     272 48 11.9
 EP0597:UTM  13      -  RAMP                                     273 31 12.5
 EP0597
 EP0597|---------------------------------------------------------------------|
 EP0597| PID    Reference Object                     Distance      Geod. Az  |
 EP0597|                                                           dddmmss.s |
 EP0597| EP0598 RAMP                                APPROX. 2.2 KM 2732213.9 |
 EP0597|---------------------------------------------------------------------|
 EP0597
 EP0597                          SUPERSEDED SURVEY CONTROL
 EP0597
 EP0597  NAD 83(1986)-  34 59 25.11976(N)    105 15 39.23921(W) AD(       ) 2
 EP0597  NAD 27      -  34 59 24.91862(N)    105 15 37.22670(W) AD(       ) 2
 EP0597  NGVD 29 (07/19/86) 1830.55   (m)         6005.7    (f) LEVELING    3  
 EP0597
 EP0597.Superseded values are not recommended for survey control.
 EP0597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EP0597.See file dsdata.txt to determine how the superseded data were derived.
 EP0597
 EP0597_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDU7619071999(NAD 83)
 EP0597_MARKER: DD = SURVEY DISK
 EP0597_SETTING: 0 = UNSPECIFIED SETTING
 EP0597_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EP0597
 EP0597  HISTORY     - Date     Condition        Report By
 EP0597  HISTORY     - 1972     MONUMENTED       NMHD
 EP0597
 EP0597                          STATION DESCRIPTION
 EP0597
 EP0597'DESCRIBED BY NM HIGHWAY DEPT 1972 (CWW)
 EP0597'STATION IS LOCATED IN GUADALUPE COUNTY, NEW MEXICO, ALONG
 EP0597'INTERSTATE 40 AND ABOUT 33.2 MILES AIR LINE WEST OF SANTA ROSA,
 EP0597'NEW MEXICO.
 EP0597'
 EP0597'TO REACH FROM THE JUNCTION OF 4TH AND PARKER STREETS IN
 EP0597'SANTA ROSA, GO WEST ON U.S. 66, 1.3 MILES TO AN INTERCHANGE.  GO
 EP0597'WEST ON I-40 31.9 MILES TO THE STATION ON THE RIGHT.  STATION
 EP0597'IS 108 FEET NORTH OF THE WESTBOUND LANE OF INTERSTATE 40.
 EP0597'
 EP0597'STATION IS A STANDARD NMSHC BRASS DISK SET IN A CONCRETE
 EP0597'MONUMENT AND STAMPED 3410515002 1972.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0586 ***********************************************************************
 EP0586  DESIGNATION -  3410515003
 EP0586  PID         -  EP0586
 EP0586  STATE/COUNTY-  NM/GUADALUPE
 EP0586  USGS QUAD   -  MILAGRO (1978)
 EP0586
 EP0586                         *CURRENT SURVEY CONTROL
 EP0586  ___________________________________________________________________
 EP0586* NAD 83(1992)-  34 59 12.33749(N)    105 12 16.32611(W)     ADJUSTED  
 EP0586* NAVD 88     -      1828.8    (meters)    6000.     (feet)  GPS OBS   
 EP0586  ___________________________________________________________________
 EP0586  X           -  -1,372,370.253 (meters)                     COMP
 EP0586  Y           -  -5,049,581.980 (meters)                     COMP
 EP0586  Z           -   3,637,700.395 (meters)                     COMP
 EP0586  LAPLACE CORR-          -4.87  (seconds)                    DEFLEC99
 EP0586  ELLIP HEIGHT-        1808.13  (meters)          (08/10/04) GPS OBS
 EP0586  GEOID HEIGHT-         -20.62  (meters)                     GEOID03
 EP0586
 EP0586  HORZ ORDER  -  B
 EP0586  ELLP ORDER  -  FOURTH    CLASS I
 EP0586
 EP0586.The horizontal coordinates were established by GPS observations
 EP0586.and adjusted by the National Geodetic Survey in August 2004..
 EP0586
 EP0586.The orthometric height was determined by GPS observations and a
 EP0586.high-resolution geoid model.
 EP0586
 EP0586.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EP0586
 EP0586.The Laplace correction was computed from DEFLEC99 derived deflections.
 EP0586
 EP0586.The ellipsoidal height was determined by GPS observations
 EP0586.and is referenced to NAD 83.
 EP0586
 EP0586.The geoid height was determined by GEOID03.
 EP0586
 EP0586;                    North         East     Units Scale Factor Converg.
 EP0586;SPC NM E     -   442,456.317    85,462.956   MT  0.99998703   -0 29 58.4
 EP0586;SPC NM E     - 1,451,625.43    280,389.71   sFT  0.99998703   -0 29 58.4
 EP0586;SPC NM C     -   442,604.893   595,446.238   MT  1.00001224   +0 35 58.2
 EP0586;SPC NM C     - 1,452,112.89  1,953,559.87   sFT  1.00001224   +0 35 58.2
 EP0586;UTM  13      - 3,871,593.951   481,332.821   MT  0.99960429   -0 07 02.2
 EP0586
 EP0586!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EP0586!SPC NM E     -   0.99971626  x   0.99998703  =   0.99970330
 EP0586!SPC NM C     -   0.99971626  x   1.00001224  =   0.99972850
 EP0586!UTM  13      -   0.99971626  x   0.99960429  =   0.99932067
 EP0586
 EP0586:                Primary Azimuth Mark                     Grid Az
 EP0586:SPC NM E     -  MILAGRO                                  159 13 51.4
 EP0586:SPC NM C     -  MILAGRO                                  158 07 54.8
 EP0586:UTM  13      -  MILAGRO                                  158 50 55.2
 EP0586
 EP0586|---------------------------------------------------------------------|
 EP0586| PID    Reference Object                     Distance      Geod. Az  |
 EP0586|                                                           dddmmss.s |
 EP0586| EP0584 MILAGRO                             APPROX. 1.4 KM 1584353.0 |
 EP0586|---------------------------------------------------------------------|
 EP0586
 EP0586                          SUPERSEDED SURVEY CONTROL
 EP0586
 EP0586  NAD 83(1992)-  34 59 12.34234(N)    105 12 16.32402(W) AD(       ) 2
 EP0586  NAD 83(1986)-  34 59 12.34928(N)    105 12 16.32224(W) AD(       ) 2
 EP0586  NAD 27      -  34 59 12.14731(N)    105 12 14.31587(W) AD(       ) 2
 EP0586  NGVD 29 (07/19/86) 1827.98   (m)         5997.3    (f) LEVELING    3  
 EP0586
 EP0586.Superseded values are not recommended for survey control.
 EP0586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EP0586.See file dsdata.txt to determine how the superseded data were derived.
 EP0586
 EP0586_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDU8133371594(NAD 83)
 EP0586_MARKER: DD = SURVEY DISK
 EP0586_SETTING: 0 = UNSPECIFIED SETTING
 EP0586_STAMPING: 3410515003 1972
 EP0586_MARK LOGO: NMHD  
 EP0586_MAGNETIC: N = NO MAGNETIC MATERIAL
 EP0586_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EP0586_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EP0586+SATELLITE: SATELLITE OBSERVATIONS - May 18, 2004
 EP0586
 EP0586  HISTORY     - Date     Condition        Report By
 EP0586  HISTORY     - 1972     MONUMENTED       NMHD
 EP0586  HISTORY     - 20040518 GOOD             NMHD
 EP0586
 EP0586                          STATION DESCRIPTION
 EP0586
 EP0586'DESCRIBED BY NM HIGHWAY DEPT 1972 (CWW)
 EP0586'STATION IS LOCATED IN GUADALUPE COUNTY, NEW MEXICO, ALONG
 EP0586'INTERSTATE 40 AND IS ABOUT 30.1 MILES AIR LINE WEST OF SANTA ROSA,
 EP0586'NEW MEXICO.
 EP0586'
 EP0586'TO REACH FROM THE JUNCTION OF 4TH AND PARKER STREETS IN
 EP0586'SANTA ROSA, GO WEST ON U.S. 66, 1.3 MILES TO AN INTERCHANGE.  GO
 EP0586'WEST ON I-40 28.8 MILES TO THE STATION ON THE LEFT.  STATION
 EP0586'IS 98 FEET SOUTH OF THE EASTBOUND LANE OF INTERSTATE 40.
 EP0586'
 EP0586'STATION IS A STANDARD NMSHC BRASS DISK SET IN A CONCRETE
 EP0586'MONUMENT AND STAMPED 3410515003.
 EP0586
 EP0586                          STATION RECOVERY (2004)
 EP0586
 EP0586'RECOVERY NOTE BY NM HIGHWAY DEPT 2004 (JS)
 EP0586'THE STATION IS LOCATED ABOUT 29 MI WEST OF SANTA ROSA IN THE
 EP0586'RIGHT-OF-WAY OF  INTERSTATE-40.  OWNERSHIP - NEW MEXICO DEPARTMENT OF
 EP0586'TRANSPORTATION, TELEPHONE  800-432-4269, 1120 CERRILLOS ROAD, SANTA FE
 EP0586'NM87504-1149
 EP0586' 
 EP0586'TO REACH THE STATION FROM INTERSTATE-40 AND BUSINESS LOOP-40 IN THE
 EP0586'WEST END OF SANTA  ROSA, HEAD WEST ON INTERSTATE-40 FOR 28.3 MILES TO
 EP0586'A HIGHWAY CUT ON THE SOUTH SIDE AND  THE STATION ON THE LEFT, ON TOP
 EP0586'OF THE CUT.
 EP0586' 
 EP0586'THE STATION IS NEW MEXICO STATE HIGHWAY COMMISSION BRASS DISK SET IN
 EP0586'THE TOP OF A  CONCRETE POST THAT PROJECTS 8 CM ABOVE GROUND.  THE
 EP0586'STATION IS APPROXIMATELY 45 M  WEST OF THE EAST END OF THE CUT,
 EP0586'APPROXIMATELY 30 M SOUTH OF THE EASTBOUND LANES OF  INTERSTATE-40, AND
 EP0586'1.8 M NORTH OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0585 ***********************************************************************
 EP0585  DESIGNATION -  3410515004
 EP0585  PID         -  EP0585
 EP0585  STATE/COUNTY-  NM/GUADALUPE
 EP0585  USGS QUAD   -  MILAGRO (1978)
 EP0585
 EP0585                         *CURRENT SURVEY CONTROL
 EP0585  ___________________________________________________________________
 EP0585* NAD 83(1992)-  34 59 01.55085(N)    105 08 38.63281(W)     ADJUSTED  
 EP0585* NAVD 88     -      1768.1    (meters)    5801.     (feet)  VERTCON   
 EP0585  ___________________________________________________________________
 EP0585  LAPLACE CORR-          -5.04  (seconds)                    DEFLEC99
 EP0585  GEOID HEIGHT-         -20.81  (meters)                     GEOID03
 EP0585
 EP0585  HORZ ORDER  -  SECOND
 EP0585
 EP0585.The horizontal coordinates were established by classical geodetic methods
 EP0585.and adjusted by the National Geodetic Survey in December 1993..
 EP0585
 EP0585.The NAVD 88 height was computed by applying the VERTCON shift value to
 EP0585.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EP0585
 EP0585.The Laplace correction was computed from DEFLEC99 derived deflections.
 EP0585
 EP0585.The geoid height was determined by GEOID03.
 EP0585
 EP0585;                    North         East     Units Scale Factor Converg.
 EP0585;SPC NM E     -   442,077.460    90,981.080   MT  0.99997659   -0 27 53.5
 EP0585;SPC NM E     - 1,450,382.47    298,493.76   sFT  0.99997659   -0 27 53.5
 EP0585;SPC NM C     -   442,331.935   600,970.819   MT  1.00002561   +0 38 02.9
 EP0585;SPC NM C     - 1,451,217.36  1,971,685.10   sFT  1.00002561   +0 38 02.9
 EP0585;UTM  13      - 3,871,252.048   486,851.260   MT  0.99960213   -0 04 57.4
 EP0585
 EP0585!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EP0585!SPC NM E     -   0.99972580  x   0.99997659  =   0.99970240
 EP0585!SPC NM C     -   0.99972580  x   1.00002561  =   0.99975141
 EP0585!UTM  13      -   0.99972580  x   0.99960213  =   0.99932804
 EP0585
 EP0585:                Primary Azimuth Mark                     Grid Az
 EP0585:SPC NM E     -  3410515005                               093 55 00.9
 EP0585:SPC NM C     -  3410515005                               092 49 04.5
 EP0585:UTM  13      -  3410515005                               093 32 04.8
 EP0585
 EP0585|---------------------------------------------------------------------|
 EP0585| PID    Reference Object                     Distance      Geod. Az  |
 EP0585|                                                           dddmmss.s |
 EP0585| EP0582 3410515005                          APPROX. 4.1 KM 0932707.4 |
 EP0585|---------------------------------------------------------------------|
 EP0585
 EP0585                          SUPERSEDED SURVEY CONTROL
 EP0585
 EP0585  NAD 83(1986)-  34 59 01.55774(N)    105 08 38.63089(W) AD(       ) 2
 EP0585  NAD 27      -  34 59 01.35483(N)    105 08 36.63060(W) AD(       ) 2
 EP0585  NGVD 29 (07/19/86) 1767.3    (m)         5798.     (f) VERT ANG       
 EP0585
 EP0585.Superseded values are not recommended for survey control.
 EP0585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EP0585.See file dsdata.txt to determine how the superseded data were derived.
 EP0585
 EP0585_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDU8685171252(NAD 83)
 EP0585_MARKER: DD = SURVEY DISK
 EP0585_SETTING: 0 = UNSPECIFIED SETTING
 EP0585_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EP0585
 EP0585  HISTORY     - Date     Condition        Report By
 EP0585  HISTORY     - 1972     MONUMENTED       NMHD
 EP0585
 EP0585                          STATION DESCRIPTION
 EP0585
 EP0585'DESCRIBED BY NM HIGHWAY DEPT 1972 (CWW)
 EP0585'STATION IS LOCATED IN GUADALUPE COUNTY, NEW MEXICO, ALONG
 EP0585'INTERSTATE 40 AND IS ABOUT 26.7 MILES AIR LINE WEST OF SANTA
 EP0585'ROSA, NEW MEXICO.
 EP0585'
 EP0585'TO REACH FROM THE JUNCTION OF 4TH AND PARKER IN SANTA ROSA GO
 EP0585'WEST ON U.S. 66, 1.3 MILES TO AN INTERCHANGE.  GO WEST ON I-40
 EP0585'25.4 MILES TO THE STATION ON THE LEFT.  STATION IS 102 FEET SOUTH
 EP0585'OF THE EASTBOUND LANE OF INTERSTATE 40.
 EP0585'
 EP0585'STATION IS A STANDARD NMSHC BRASS DISK SET IN A CONCRETE
 EP0585'MONUMENT AND IS STAMPED 3410515004 1972.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0582 ***********************************************************************
 EP0582  DESIGNATION -  3410515005
 EP0582  PID         -  EP0582
 EP0582  STATE/COUNTY-  NM/GUADALUPE
 EP0582  USGS QUAD   -  PINTADA (1978)
 EP0582
 EP0582                         *CURRENT SURVEY CONTROL
 EP0582  ___________________________________________________________________
 EP0582* NAD 83(1992)-  34 58 53.53447(N)    105 05 57.76549(W)     ADJUSTED  
 EP0582* NAVD 88     -      1718.51   (+/-2cm)    5638.1    (feet)  VERTCON   
 EP0582  ___________________________________________________________________
 EP0582  LAPLACE CORR-          -5.11  (seconds)                    DEFLEC99
 EP0582  GEOID HEIGHT-         -20.95  (meters)                     GEOID03
 EP0582
 EP0582  HORZ ORDER  -  SECOND
 EP0582  VERT ORDER  -  THIRD ? (See Below)
 EP0582
 EP0582.The horizontal coordinates were established by classical geodetic methods
 EP0582.and adjusted by the National Geodetic Survey in December 1993..
 EP0582
 EP0582.The NAVD 88 height was computed by applying the VERTCON shift value to
 EP0582.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EP0582.The vertical order pertains to the NGVD 29 superseded value.
 EP0582
 EP0582.The Laplace correction was computed from DEFLEC99 derived deflections.
 EP0582
 EP0582.The geoid height was determined by GEOID03.
 EP0582
 EP0582;                    North         East     Units Scale Factor Converg.
 EP0582;SPC NM E     -   441,798.247    95,059.000   MT  0.99996936   -0 26 21.1
 EP0582;SPC NM E     - 1,449,466.42    311,872.74   sFT  0.99996936   -0 26 21.1
 EP0582;SPC NM C     -   442,130.974   605,053.579   MT  1.00003598   +0 39 35.0
 EP0582;SPC NM C     - 1,450,558.04  1,985,079.95   sFT  1.00003598   +0 39 35.0
 EP0582;UTM  13      - 3,871,000.140   490,929.436   MT  0.99960101   -0 03 25.1
 EP0582
 EP0582!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EP0582!SPC NM E     -   0.99973361  x   0.99996936  =   0.99970298
 EP0582!SPC NM C     -   0.99973361  x   1.00003598  =   0.99976958
 EP0582!UTM  13      -   0.99973361  x   0.99960101  =   0.99933473
 EP0582
 EP0582:                Primary Azimuth Mark                     Grid Az
 EP0582:SPC NM E     -  MILAGRO                                  265 56 22.2
 EP0582:SPC NM C     -  MILAGRO                                  264 50 26.1
 EP0582:UTM  13      -  MILAGRO                                  265 33 26.2
 EP0582
 EP0582|---------------------------------------------------------------------|
 EP0582| PID    Reference Object                     Distance      Geod. Az  |
 EP0582|                                                           dddmmss.s |
 EP0582| EP0584 MILAGRO                             APPROX. 9.1 KM 2653001.1 |
 EP0582|---------------------------------------------------------------------|
 EP0582
 EP0582                          SUPERSEDED SURVEY CONTROL
 EP0582
 EP0582  NAD 83(1986)-  34 58 53.54135(N)    105 05 57.76345(W) AD(       ) 2
 EP0582  NAD 27      -  34 58 53.33760(N)    105 05 55.76758(W) AD(       ) 2
 EP0582  NGVD 29 (07/19/86) 1717.70   (m)         5635.5    (f) LEVELING    3  
 EP0582
 EP0582.Superseded values are not recommended for survey control.
 EP0582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EP0582.See file dsdata.txt to determine how the superseded data were derived.
 EP0582
 EP0582_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDU9092971000(NAD 83)
 EP0582_MARKER: DD = SURVEY DISK
 EP0582_SETTING: 0 = UNSPECIFIED SETTING
 EP0582_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EP0582
 EP0582  HISTORY     - Date     Condition        Report By
 EP0582  HISTORY     - 1972     MONUMENTED       NMHD
 EP0582
 EP0582                          STATION DESCRIPTION
 EP0582
 EP0582'DESCRIBED BY NM HIGHWAY DEPT 1972 (CWW)
 EP0582'STATION IS LOCATED IN GUADALUPE COUNTY, NEW MEXICO, ALONG
 EP0582'INTERSTATE 40 AND IS ABOUT 24.2 MILES AIR LINE WEST OF SANTA
 EP0582'ROSA, NEW MEXICO.
 EP0582'
 EP0582'TO REACH FROM THE JUNCTION OF 4TH AND PARKER STREETS IN SANTA
 EP0582'ROSA GO WEST ON U.S. 66, 1.3 MILES TO AN INTERCHANGE.  GO WEST ON
 EP0582'I-40 22.9 MILES TO THE STATION ON THE LEFT.  STATION IS 102 FEET
 EP0582'SOUTH OF THE EASTBOUND LANE OF INTERSTATE 40.
 EP0582'
 EP0582'STATION IS A STANDARD NMSHC BRASS DISK SET IN A CONCRETE
 EP0582'MONUMENT AND STAMPED 3410515005 1972.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0581 ***********************************************************************
 EP0581  DESIGNATION -  3410515006
 EP0581  PID         -  EP0581
 EP0581  STATE/COUNTY-  NM/GUADALUPE
 EP0581  USGS QUAD   -  PINTADA (1978)
 EP0581
 EP0581                         *CURRENT SURVEY CONTROL
 EP0581  ___________________________________________________________________
 EP0581* NAD 83(1992)-  34 58 44.78973(N)    105 03 03.97595(W)     ADJUSTED  
 EP0581* NAVD 88     -      1670.02   (+/-2cm)    5479.1    (feet)  VERTCON   
 EP0581  ___________________________________________________________________
 EP0581  LAPLACE CORR-          -5.17  (seconds)                    DEFLEC99
 EP0581  GEOID HEIGHT-         -21.10  (meters)                     GEOID03
 EP0581
 EP0581  HORZ ORDER  -  SECOND
 EP0581  VERT ORDER  -  THIRD ? (See Below)
 EP0581
 EP0581.The horizontal coordinates were established by classical geodetic methods
 EP0581.and adjusted by the National Geodetic Survey in December 1993..
 EP0581
 EP0581.The NAVD 88 height was computed by applying the VERTCON shift value to
 EP0581.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EP0581.The vertical order pertains to the NGVD 29 superseded value.
 EP0581
 EP0581.The Laplace correction was computed from DEFLEC99 derived deflections.
 EP0581
 EP0581.The geoid height was determined by GEOID03.
 EP0581
 EP0581;                    North         East     Units Scale Factor Converg.
 EP0581;SPC NM E     -   441,496.057    99,464.706   MT  0.99996201   -0 24 41.4
 EP0581;SPC NM E     - 1,448,474.98    326,327.12   sFT  0.99996201   -0 24 41.4
 EP0581;SPC NM C     -   441,913.316   609,464.606   MT  1.00004763   +0 41 14.5
 EP0581;SPC NM C     - 1,449,843.94  1,999,551.79   sFT  1.00004763   +0 41 14.5
 EP0581;UTM  13      - 3,870,727.446   495,335.451   MT  0.99960027   -0 01 45.5
 EP0581
 EP0581!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EP0581!SPC NM E     -   0.99974124  x   0.99996201  =   0.99970326
 EP0581!SPC NM C     -   0.99974124  x   1.00004763  =   0.99978886
 EP0581!UTM  13      -   0.99974124  x   0.99960027  =   0.99934161
 EP0581
 EP0581:                Primary Azimuth Mark                     Grid Az
 EP0581:SPC NM E     -  3410445001                               093 58 23.8
 EP0581:SPC NM C     -  3410445001                               092 52 27.9
 EP0581:UTM  13      -  3410445001                               093 35 27.9
 EP0581
 EP0581|---------------------------------------------------------------------|
 EP0581| PID    Reference Object                     Distance      Geod. Az  |
 EP0581|                                                           dddmmss.s |
 EP0581| EP0580 3410445001                          APPROX. 5.5 KM 0933342.4 |
 EP0581|---------------------------------------------------------------------|
 EP0581
 EP0581                          SUPERSEDED SURVEY CONTROL
 EP0581
 EP0581  NAD 83(1986)-  34 58 44.79666(N)    105 03 03.97351(W) AD(       ) 2
 EP0581  NAD 27      -  34 58 44.59180(N)    105 03 01.98174(W) AD(       ) 2
 EP0581  NGVD 29 (07/19/86) 1669.24   (m)         5476.5    (f) LEVELING    3  
 EP0581
 EP0581.Superseded values are not recommended for survey control.
 EP0581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EP0581.See file dsdata.txt to determine how the superseded data were derived.
 EP0581
 EP0581_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDU9533570727(NAD 83)
 EP0581_MARKER: DD = SURVEY DISK
 EP0581_SETTING: 0 = UNSPECIFIED SETTING
 EP0581_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EP0581
 EP0581  HISTORY     - Date     Condition        Report By
 EP0581  HISTORY     - 1972     MONUMENTED       NMHD
 EP0581
 EP0581                          STATION DESCRIPTION
 EP0581
 EP0581'DESCRIBED BY NM HIGHWAY DEPT 1972 (CWW)
 EP0581'STATION IS LOCATED IN GUADALUPE COUNTY, NEW MEXICO, ALONG
 EP0581'INTERSTATE 40 AND IS ABOUT 21.4 MILES AIR LINE WEST OF SANTA
 EP0581'ROSA, NEW MEXICO.
 EP0581'
 EP0581'TO REACH FROM THE JUNCTION OF 4TH AND PARKER STREETS IN SANTA
 EP0581'ROSA GO WEST ON U.S. 66, 1.3 MILES TO AN INTERCHANGE.  GO WEST
 EP0581'ON I-40 20.1 MILES TO THE STATION ON THE LEFT.  STATION IS 101
 EP0581'FEET SOUTH OF THE EASTBOUND LANE OF INTERSTATE 40.
 EP0581'
 EP0581'STATION IS A STANDARD NMSHC BRASS DISK SET IN A CONCRETE
 EP0581'MONUMENT AND STAMPED 3410515006, 1972.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0604 ***********************************************************************
 EP0604  DESIGNATION -  3410515007
 EP0604  PID         -  EP0604
 EP0604  STATE/COUNTY-  NM/TORRANCE
 EP0604  USGS QUAD   -  PALMA (1978)
 EP0604
 EP0604                         *CURRENT SURVEY CONTROL
 EP0604  ___________________________________________________________________
 EP0604* NAD 83(1992)-  34 59 53.98687(N)    105 26 39.27735(W)     ADJUSTED  
 EP0604* NAVD 88     -      1945.74   (+/-2cm)    6383.6    (feet)  VERTCON   
 EP0604  ___________________________________________________________________
 EP0604  LAPLACE CORR-          -4.80  (seconds)                    DEFLEC99
 EP0604  GEOID HEIGHT-         -19.88  (meters)                     GEOID03
 EP0604
 EP0604  HORZ ORDER  -  SECOND
 EP0604  VERT ORDER  -  THIRD ? (See Below)
 EP0604
 EP0604.The horizontal coordinates were established by classical geodetic methods
 EP0604.and adjusted by the National Geodetic Survey in December 1993..
 EP0604
 EP0604.The NAVD 88 height was computed by applying the VERTCON shift value to
 EP0604.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EP0604.The vertical order pertains to the NGVD 29 superseded value.
 EP0604
 EP0604.The Laplace correction was computed from DEFLEC99 derived deflections.
 EP0604
 EP0604.The geoid height was determined by GEOID03.
 EP0604
 EP0604;                    North         East     Units Scale Factor Converg.
 EP0604;SPC NM C     -   443,685.569   573,550.993   MT  0.99996665   +0 27 43.8
 EP0604;SPC NM C     - 1,455,658.40  1,881,725.22   sFT  0.99996665   +0 27 43.8
 EP0604;SPC NM E     -   443,956.863    63,591.991   MT  1.00003579   -0 38 14.0
 EP0604;SPC NM E     - 1,456,548.47    208,634.72   sFT  1.00003579   -0 38 14.0
 EP0604;UTM  13      - 3,872,947.973   459,461.063   MT  0.99962025   -0 15 17.3
 EP0604
 EP0604!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EP0604!SPC NM C     -   0.99969779  x   0.99996665  =   0.99966445
 EP0604!SPC NM E     -   0.99969779  x   1.00003579  =   0.99973357
 EP0604!UTM  13      -   0.99969779  x   0.99962025  =   0.99931816
 EP0604
 EP0604:                Primary Azimuth Mark                     Grid Az
 EP0604:SPC NM C     -  15 WR                                    090 58 02.9
 EP0604:SPC NM E     -  15 WR                                    092 04 00.7
 EP0604:UTM  13      -  15 WR                                    091 41 04.0
 EP0604
 EP0604|---------------------------------------------------------------------|
 EP0604| PID    Reference Object                     Distance      Geod. Az  |
 EP0604|                                                           dddmmss.s |
 EP0604| EP0603 15 WR                               APPROX. 2.5 KM 0912546.7 |
 EP0604|---------------------------------------------------------------------|
 EP0604
 EP0604                          SUPERSEDED SURVEY CONTROL
 EP0604
 EP0604  NAD 83(1986)-  34 59 53.99423(N)    105 26 39.27595(W) AD(       ) 2
 EP0604  NAD 27      -  34 59 53.79771(N)    105 26 37.24375(W) AD(       ) 2
 EP0604  NGVD 29 (07/19/86) 1944.85   (m)         6380.7    (f) LEVELING    3  
 EP0604
 EP0604.Superseded values are not recommended for survey control.
 EP0604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EP0604.See file dsdata.txt to determine how the superseded data were derived.
 EP0604
 EP0604_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDU5946172948(NAD 83)
 EP0604_MARKER: DD = SURVEY DISK
 EP0604_SETTING: 0 = UNSPECIFIED SETTING
 EP0604_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EP0604
 EP0604  HISTORY     - Date     Condition        Report By
 EP0604  HISTORY     - 1973     MONUMENTED       NMHD
 EP0604
 EP0604                          STATION DESCRIPTION
 EP0604
 EP0604'DESCRIBED BY NM HIGHWAY DEPT 1973 (CWW)
 EP0604'THE STATION IS LOCATED ON TORRANCE COUNTY ALONG INTERSTATE 40
 EP0604'AND IS ABOUT 12.5 MILES AIRLINE EAST OF CLINES CORNERS, NEW MEXICO.
 EP0604'
 EP0604'TO REACH FROM THE INTERSECTION OF INTERSTATE 40 AND U.S. 285
 EP0604'AT CLINES CORNERS GO EAST 12.7 MILES TO THE STATION ON THE
 EP0604'RIGHT.  THE STATION IS ON THE INTERCHANGE AT THE INTERSECTION OF
 EP0604'INTERSTATE 40 AND STATE ROAD 3.  IT IS AT THE SOUTHWEST CORNER
 EP0604'OF THE OVERPASS BRIDGE.
 EP0604'
 EP0604'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 EP0604'DISK, SET IN A CONCRETE MONUMENT PROJECTING ABOUT 6 INCHES ABOVE
 EP0604'THE GROUND AND STAMPED 3410515007, 1973.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0602 ***********************************************************************
 EP0602  DESIGNATION -  3410515008
 EP0602  PID         -  EP0602
 EP0602  STATE/COUNTY-  NM/TORRANCE
 EP0602  USGS QUAD   -  PALMA (1978)
 EP0602
 EP0602                         *CURRENT SURVEY CONTROL
 EP0602  ___________________________________________________________________
 EP0602* NAD 83(1992)-  34 59 45.91120(N)    105 22 50.49268(W)     ADJUSTED  
 EP0602* NAVD 88     -      1906.02   (+/-2cm)    6253.3    (feet)  VERTCON   
 EP0602  ___________________________________________________________________
 EP0602  LAPLACE CORR-          -4.64  (seconds)                    DEFLEC99
 EP0602  GEOID HEIGHT-         -20.07  (meters)                     GEOID03
 EP0602
 EP0602  HORZ ORDER  -  SECOND
 EP0602  VERT ORDER  -  THIRD ? (See Below)
 EP0602
 EP0602.The horizontal coordinates were established by classical geodetic methods
 EP0602.and adjusted by the National Geodetic Survey in December 1993..
 EP0602
 EP0602.The NAVD 88 height was computed by applying the VERTCON shift value to
 EP0602.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EP0602.The vertical order pertains to the NGVD 29 superseded value.
 EP0602
 EP0602.The Laplace correction was computed from DEFLEC99 derived deflections.
 EP0602
 EP0602.The geoid height was determined by GEOID03.
 EP0602
 EP0602;                    North         East     Units Scale Factor Converg.
 EP0602;SPC NM C     -   443,485.359   579,354.392   MT  0.99997758   +0 29 54.9
 EP0602;SPC NM C     - 1,455,001.55  1,900,765.20   sFT  0.99997758   +0 29 54.9
 EP0602;SPC NM E     -   443,645.327    69,390.809   MT  1.00002172   -0 36 02.6
 EP0602;SPC NM E     - 1,455,526.38    227,659.68   sFT  1.00002172   -0 36 02.6
 EP0602;UTM  13      - 3,872,675.259   465,259.446   MT  0.99961487   -0 13 06.0
 EP0602
 EP0602!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EP0602!SPC NM C     -   0.99970406  x   0.99997758  =   0.99968164
 EP0602!SPC NM E     -   0.99970406  x   1.00002172  =   0.99972577
 EP0602!UTM  13      -   0.99970406  x   0.99961487  =   0.99931904
 EP0602
 EP0602:                Primary Azimuth Mark                     Grid Az
 EP0602:SPC NM C     -  3410515009                               094 27 50.7
 EP0602:SPC NM E     -  3410515009                               095 33 48.2
 EP0602:UTM  13      -  3410515009                               095 10 51.6
 EP0602
 EP0602|---------------------------------------------------------------------|
 EP0602| PID    Reference Object                     Distance      Geod. Az  |
 EP0602|                                                           dddmmss.s |
 EP0602| EP0601 3410515009                          APPROX. 3.1 KM 0945745.6 |
 EP0602|---------------------------------------------------------------------|
 EP0602
 EP0602                          SUPERSEDED SURVEY CONTROL
 EP0602
 EP0602  NAD 83(1986)-  34 59 45.91843(N)    105 22 50.49116(W) AD(       ) 2
 EP0602  NAD 27      -  34 59 45.72020(N)    105 22 48.46452(W) AD(       ) 2
 EP0602  NGVD 29 (07/19/86) 1905.14   (m)         6250.4    (f) LEVELING    3  
 EP0602
 EP0602.Superseded values are not recommended for survey control.
 EP0602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EP0602.See file dsdata.txt to determine how the superseded data were derived.
 EP0602
 EP0602_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDU6525972675(NAD 83)
 EP0602_MARKER: DD = SURVEY DISK
 EP0602_SETTING: 0 = UNSPECIFIED SETTING
 EP0602_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EP0602
 EP0602  HISTORY     - Date     Condition        Report By
 EP0602  HISTORY     - 1973     MONUMENTED       NMHD
 EP0602
 EP0602                          STATION DESCRIPTION
 EP0602
 EP0602'DESCRIBED BY NM HIGHWAY DEPT 1973 (CWW)
 EP0602'THE STATION IS LOCATED IN TORRANCE COUNTY ALONG INTERSTATE 40 AND
 EP0602'IS ABOUT 16.1 MILES AIRLINE EAST OF CLINES CORNERS, NEW MEXICO.
 EP0602'
 EP0602'TO REACH FROM THE INTERSECTION OF INTERSTATE 40 AND U.S. 285
 EP0602'AT CLINES CORNERS GO EAST 16.35 MILES TO THE STATION ON THE
 EP0602'LEFT.  THE STATION IS ON THE FLYING C INTERCHANGE AND IS 30 FEET
 EP0602'NORTH OF THE NORTHEAST CORNER OF THE OVERPASS BRIDGE.
 EP0602'
 EP0602'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 EP0602'DISK, SET IN A CONCRETE MONUMENT PROJECTING ABOUT 6 INCHES ABOVE
 EP0602'THE GROUND AND STAMPED 3410515008, 1973.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0601 ***********************************************************************
 EP0601  DESIGNATION -  3410515009
 EP0601  PID         -  EP0601
 EP0601  STATE/COUNTY-  NM/TORRANCE
 EP0601  USGS QUAD   -  MILAGRO SPRING (1978)
 EP0601
 EP0601                         *CURRENT SURVEY CONTROL
 EP0601  ___________________________________________________________________
 EP0601* NAD 83(1992)-  34 59 37.10241(N)    105 20 47.45920(W)     ADJUSTED  
 EP0601* NAVD 88     -      1886.0    (meters)    6188.     (feet)  VERTCON   
 EP0601  ___________________________________________________________________
 EP0601  LAPLACE CORR-          -4.82  (seconds)                    DEFLEC99
 EP0601  GEOID HEIGHT-         -20.18  (meters)                     GEOID03
 EP0601
 EP0601  HORZ ORDER  -  SECOND
 EP0601
 EP0601.The horizontal coordinates were established by classical geodetic methods
 EP0601.and adjusted by the National Geodetic Survey in December 1993..
 EP0601
 EP0601.The NAVD 88 height was computed by applying the VERTCON shift value to
 EP0601.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EP0601
 EP0601.The Laplace correction was computed from DEFLEC99 derived deflections.
 EP0601
 EP0601.The geoid height was determined by GEOID03.
 EP0601
 EP0601;                    North         East     Units Scale Factor Converg.
 EP0601;SPC NM C     -   443,241.599   582,476.673   MT  0.99998381   +0 31 05.4
 EP0601;SPC NM C     - 1,454,201.81  1,911,008.88   sFT  0.99998381   +0 31 05.4
 EP0601;SPC NM E     -   443,341.700    72,507.957   MT  1.00001449   -0 34 51.9
 EP0601;SPC NM E     - 1,454,530.23    237,886.52   sFT  1.00001449   -0 34 51.9
 EP0601;UTM  13      - 3,872,392.556   468,377.288   MT  0.99961232   -0 11 55.4
 EP0601
 EP0601!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EP0601!SPC NM C     -   0.99970722  x   0.99998381  =   0.99969103
 EP0601!SPC NM E     -   0.99970722  x   1.00001449  =   0.99972170
 EP0601!UTM  13      -   0.99970722  x   0.99961232  =   0.99931965
 EP0601
 EP0601:                Primary Azimuth Mark                     Grid Az
 EP0601:SPC NM C     -  LOVE                                     092 49 24.1
 EP0601:SPC NM E     -  LOVE                                     093 55 21.4
 EP0601:UTM  13      -  LOVE                                     093 32 24.9
 EP0601
 EP0601|---------------------------------------------------------------------|
 EP0601| PID    Reference Object                     Distance      Geod. Az  |
 EP0601|                                                           dddmmss.s |
 EP0601| EP0600 LOVE                                APPROX. 1.9 KM 0932029.5 |
 EP0601|---------------------------------------------------------------------|
 EP0601
 EP0601                          SUPERSEDED SURVEY CONTROL
 EP0601
 EP0601  NAD 83(1986)-  34 59 37.10958(N)    105 20 47.45763(W) AD(       ) 2
 EP0601  NAD 27      -  34 59 36.90999(N)    105 20 45.43401(W) AD(       ) 2
 EP0601  NGVD 29 (07/19/86) 1885.1    (m)         6185.     (f) VERT ANG       
 EP0601
 EP0601.Superseded values are not recommended for survey control.
 EP0601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EP0601.See file dsdata.txt to determine how the superseded data were derived.
 EP0601
 EP0601_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDU6837772393(NAD 83)
 EP0601_MARKER: DD = SURVEY DISK
 EP0601_SETTING: 0 = UNSPECIFIED SETTING
 EP0601_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EP0601
 EP0601  HISTORY     - Date     Condition        Report By
 EP0601  HISTORY     - 1973     MONUMENTED       NMHD
 EP0601
 EP0601                          STATION DESCRIPTION
 EP0601
 EP0601'DESCRIBED BY NM HIGHWAY DEPT 1973 (CWW)
 EP0601'THE STATION IS LOCATED IN TORRANCE COUNTY ALONG INTERSTATE 40 AND
 EP0601'IS ABOUT 18.1 MILES AIRLINE EAST OF CLINES CORNERS, NEW MEXICO.
 EP0601'
 EP0601'TO REACH FROM THE INTERSECTION OF I-40 AND U.S. 285 AT CLINES
 EP0601'CORNERS, GO EAST ON INTERSTATE 40 18.25 MILES TO THE STATION ON THE
 EP0601'RIGHT.  THE STATION IS 100 FEET SOUTH OF THE CENTER OF THE
 EP0601'WESTBOUND LANE OF INTERSTATE 40.
 EP0601'
 EP0601'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 EP0601'DISK SET IN A CONCRETE MONUMENT PROJECTING ABOUT 6 INCHES ABOVE
 EP0601'THE GROUND AND STAMPED 3410515009 1973.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0585 ***********************************************************************
 FN0585  DESIGNATION -  3410525002
 FN0585  PID         -  FN0585
 FN0585  STATE/COUNTY-  NM/TORRANCE
 FN0585  USGS QUAD   -  JACINTO MESA (1963)
 FN0585
 FN0585                         *CURRENT SURVEY CONTROL
 FN0585  ___________________________________________________________________
 FN0585* NAD 83(1992)-  35 00 00.39707(N)    105 27 46.42868(W)     ADJUSTED  
 FN0585* NAVD 88     -      1970.0    (meters)    6463.     (feet)  VERTCON   
 FN0585  ___________________________________________________________________
 FN0585  LAPLACE CORR-          -4.63  (seconds)                    DEFLEC99
 FN0585  GEOID HEIGHT-         -19.82  (meters)                     GEOID03
 FN0585
 FN0585  HORZ ORDER  -  SECOND
 FN0585
 FN0585.The horizontal coordinates were established by classical geodetic methods
 FN0585.and adjusted by the National Geodetic Survey in December 1993..
 FN0585
 FN0585.The NAVD 88 height was computed by applying the VERTCON shift value to
 FN0585.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FN0585
 FN0585.The Laplace correction was computed from DEFLEC99 derived deflections.
 FN0585
 FN0585.The geoid height was determined by GEOID03.
 FN0585
 FN0585;                    North         East     Units Scale Factor Converg.
 FN0585;SPC NM C     -   443,869.522   571,846.703   MT  0.99996360   +0 27 05.3
 FN0585;SPC NM C     - 1,456,261.92  1,876,133.72   sFT  0.99996360   +0 27 05.3
 FN0585;SPC NM E     -   444,173.498    61,891.422   MT  1.00004008   -0 38 52.6
 FN0585;SPC NM E     - 1,457,259.22    203,055.44   sFT  1.00004008   -0 38 52.6
 FN0585;UTM  13      - 3,873,153.167   457,759.794   MT  0.99962199   -0 15 55.8
 FN0585
 FN0585!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FN0585!SPC NM C     -   0.99969398  x   0.99996360  =   0.99965759
 FN0585!SPC NM E     -   0.99969398  x   1.00004008  =   0.99973405
 FN0585!UTM  13      -   0.99969398  x   0.99962199  =   0.99931609
 FN0585
 FN0585:                Primary Azimuth Mark                     Grid Az
 FN0585:SPC NM C     -  3410515007                               096 09 37.4
 FN0585:SPC NM E     -  3410515007                               097 15 35.3
 FN0585:UTM  13      -  3410515007                               096 52 38.5
 FN0585
 FN0585|---------------------------------------------------------------------|
 FN0585| PID    Reference Object                     Distance      Geod. Az  |
 FN0585|                                                           dddmmss.s |
 FN0585| EP0604 3410515007                          APPROX. 1.7 KM 0963642.7 |
 FN0585|---------------------------------------------------------------------|
 FN0585
 FN0585                          SUPERSEDED SURVEY CONTROL
 FN0585
 FN0585  NAD 83(1986)-  35 00 00.40447(N)    105 27 46.42732(W) AD(       ) 2
 FN0585  NAD 27      -  35 00 00.20807(N)    105 27 44.39369(W) AD(       ) 2
 FN0585  NGVD 29 (07/19/86) 1969.1    (m)         6460.     (f) VERT ANG       
 FN0585
 FN0585.Superseded values are not recommended for survey control.
 FN0585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0585.See file dsdata.txt to determine how the superseded data were derived.
 FN0585
 FN0585_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDU5776073153(NAD 83)
 FN0585_MARKER: DD = SURVEY DISK
 FN0585_SETTING: 0 = UNSPECIFIED SETTING
 FN0585_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FN0585
 FN0585  HISTORY     - Date     Condition        Report By
 FN0585  HISTORY     - 1973     MONUMENTED       NMHD
 FN0585
 FN0585                          STATION DESCRIPTION
 FN0585
 FN0585'DESCRIBED BY NM HIGHWAY DEPT 1973 (CWW)
 FN0585'THE STATION IS LOCATED IN TORRANCE COUNTY ALONG INTERSTATE 40 AND
 FN0585'IS ABOUT 11.5 MILES AIRLINE EAST OF CLINES CORNERS, NEW MEXICO.
 FN0585'
 FN0585'TO REACH FROM THE INTERSECTION OF I-40 AND U.S. 285 AT CLINES
 FN0585'CORNERS, GO EAST ON INTERSTATE 40 11.65 MILES TO THE STATION ON
 FN0585'THE LEFT.  THE STATION IS 98 FEET NORTH OF THE CENTER OF THE
 FN0585'WESTBOUND LANE OF INTERSTATE 40.
 FN0585'
 FN0585'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 FN0585'DISK SET IN A CONCRETE MONUMENT PROJECTING ABOUT 6 INCHES ABOVE THE
 FN0585'GROUND AND STAMPED 3510525002 1973.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0769 ***********************************************************************
 EQ0769  DESIGNATION -  3410635001
 EQ0769  PID         -  EQ0769
 EQ0769  STATE/COUNTY-  NM/SOCORRO
 EQ0769  USGS QUAD   -  SOCORRO (1979)
 EQ0769
 EQ0769                         *CURRENT SURVEY CONTROL
 EQ0769  ___________________________________________________________________
 EQ0769* NAD 83(1992)-  34 00 05.39859(N)    106 53 43.06506(W)     ADJUSTED  
 EQ0769* NAVD 88     -      1430.2    (meters)    4692.     (feet)  VERTCON   
 EQ0769  ___________________________________________________________________
 EQ0769  LAPLACE CORR-          -1.62  (seconds)                    DEFLEC99
 EQ0769  GEOID HEIGHT-         -22.28  (meters)                     GEOID03
 EQ0769
 EQ0769  HORZ ORDER  -  SECOND
 EQ0769
 EQ0769.The horizontal coordinates were established by classical geodetic methods
 EQ0769.and adjusted by the National Geodetic Survey in December 1993..
 EQ0769
 EQ0769.The NAVD 88 height was computed by applying the VERTCON shift value to
 EQ0769.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EQ0769
 EQ0769.The Laplace correction was computed from DEFLEC99 derived deflections.
 EQ0769
 EQ0769.The geoid height was determined by GEOID03.
 EQ0769
 EQ0769;                    North         East     Units Scale Factor Converg.
 EQ0769;SPC NM C     -   333,007.892   440,391.014   MT  0.99994379   -0 21 39.1
 EQ0769;SPC NM C     - 1,092,543.39  1,444,849.52   sFT  0.99994379   -0 21 39.1
 EQ0769;UTM  13      - 3,763,941.538   324,964.558   MT  0.99997769   -1 03 36.5
 EQ0769
 EQ0769!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EQ0769!SPC NM C     -   0.99977902  x   0.99994379  =   0.99972283
 EQ0769!UTM  13      -   0.99977902  x   0.99997769  =   0.99975672
 EQ0769
 EQ0769:                Primary Azimuth Mark                     Grid Az
 EQ0769:SPC NM C     -  3310645006                               170 38 12.6
 EQ0769:UTM  13      -  3310645006                               171 20 10.0
 EQ0769
 EQ0769|---------------------------------------------------------------------|
 EQ0769| PID    Reference Object                     Distance      Geod. Az  |
 EQ0769|                                                           dddmmss.s |
 EQ0769| DS1325 3310645006                          APPROX. 2.6 KM 1701633.5 |
 EQ0769|---------------------------------------------------------------------|
 EQ0769
 EQ0769                          SUPERSEDED SURVEY CONTROL
 EQ0769
 EQ0769  NAD 83(1986)-  34 00 05.40537(N)    106 53 43.06690(W) AD(       ) 2
 EQ0769  NAD 27      -  34 00 05.16259(N)    106 53 40.96217(W) AD(       ) 2
 EQ0769  NGVD 29 (07/19/86) 1429.5    (m)         4690.     (f) VERT ANG       
 EQ0769
 EQ0769.Superseded values are not recommended for survey control.
 EQ0769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0769.See file dsdata.txt to determine how the superseded data were derived.
 EQ0769
 EQ0769_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT2496563942(NAD 83)
 EQ0769_MARKER: DD = SURVEY DISK
 EQ0769_SETTING: 0 = UNSPECIFIED SETTING
 EQ0769_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EQ0769
 EQ0769  HISTORY     - Date     Condition        Report By
 EQ0769  HISTORY     - 1973     MONUMENTED       NMHD
 EQ0769  HISTORY     - 20060831 GOOD             GEOCAC
 EQ0769
 EQ0769                          STATION DESCRIPTION
 EQ0769
 EQ0769'DESCRIBED BY NM HIGHWAY DEPT 1973 (CWW)
 EQ0769'STATION IS LOCATED IN SOCORRO COUNTY, NEW MEXICO, ALONG
 EQ0769'INTERSTATE 25 AND IS ABOUT 3.9 MILES AIR LINE SOUTH
 EQ0769'OF SOCORRO, NEW MEXICO.
 EQ0769'
 EQ0769'TO REACH FROM THE JUNCTION OF CALIFORNIA AND MANZANARES
 EQ0769'STREETS IN SOCORRO, GO SOUTH ON CALIFORNIA, 0.9 MILES
 EQ0769'TO AN INTERCHANGE ON-RAMP.  GO SOUTH ON INTERSTATE 25,
 EQ0769'3.0 MILES TO THE STATION ON THE RIGHT.  STATION IS
 EQ0769'92 FEET WEST OF THE SOUTHBOUND LANE OF INTERSTATE 25
 EQ0769'AND IS LOCATED ON TOP OF A LARGE CUT.
 EQ0769'
 EQ0769'STATION IS A STANDARD NMSHC BRASS DISK SET IN A
 EQ0769'CONCRETE MONUMENT AND IS STAMPED 3410635001, 1973.
 EQ0769
 EQ0769                          STATION RECOVERY (2006)
 EQ0769
 EQ0769'RECOVERY NOTE BY GEOCACHING 2006 (BMC)
 EQ0769'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0767 ***********************************************************************
 EQ0767  DESIGNATION -  3410635002
 EQ0767  PID         -  EQ0767
 EQ0767  STATE/COUNTY-  NM/SOCORRO
 EQ0767  USGS QUAD   -  SOCORRO (1979)
 EQ0767
 EQ0767                         *CURRENT SURVEY CONTROL
 EQ0767  ___________________________________________________________________
 EQ0767* NAD 83(1992)-  34 01 15.52101(N)    106 53 41.15060(W)     ADJUSTED  
 EQ0767* NAVD 88     -      1448.7    (meters)    4753.     (feet)  VERTCON   
 EQ0767  ___________________________________________________________________
 EQ0767  LAPLACE CORR-          -1.31  (seconds)                    DEFLEC99
 EQ0767  GEOID HEIGHT-         -22.24  (meters)                     GEOID03
 EQ0767
 EQ0767  HORZ ORDER  -  SECOND
 EQ0767
 EQ0767.The horizontal coordinates were established by classical geodetic methods
 EQ0767.and adjusted by the National Geodetic Survey in December 1993..
 EQ0767
 EQ0767.The NAVD 88 height was computed by applying the VERTCON shift value to
 EQ0767.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EQ0767
 EQ0767.The Laplace correction was computed from DEFLEC99 derived deflections.
 EQ0767
 EQ0767.The geoid height was determined by GEOID03.
 EQ0767
 EQ0767;                    North         East     Units Scale Factor Converg.
 EQ0767;SPC NM C     -   335,168.019   440,453.739   MT  0.99994370   -0 21 38.7
 EQ0767;SPC NM C     - 1,099,630.41  1,445,055.31   sFT  0.99994370   -0 21 38.7
 EQ0767;UTM  13      - 3,766,100.811   325,053.651   MT  0.99997730   -1 03 37.4
 EQ0767
 EQ0767!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EQ0767!SPC NM C     -   0.99977612  x   0.99994370  =   0.99971983
 EQ0767!UTM  13      -   0.99977612  x   0.99997730  =   0.99975342
 EQ0767
 EQ0767:                Primary Azimuth Mark                     Grid Az
 EQ0767:SPC NM C     -  3410635003                               007 08 55.2
 EQ0767:UTM  13      -  3410635003                               007 50 53.9
 EQ0767
 EQ0767|---------------------------------------------------------------------|
 EQ0767| PID    Reference Object                     Distance      Geod. Az  |
 EQ0767|                                                           dddmmss.s |
 EQ0767| EQ0766 3410635003                          490.610 METERS 0064716.5 |
 EQ0767|---------------------------------------------------------------------|
 EQ0767
 EQ0767                          SUPERSEDED SURVEY CONTROL
 EQ0767
 EQ0767  NAD 83(1986)-  34 01 15.52776(N)    106 53 41.15240(W) AD(       ) 2
 EQ0767  NAD 27      -  34 01 15.28446(N)    106 53 39.04637(W) AD(       ) 2
 EQ0767  NGVD 29 (07/19/86) 1448.0    (m)         4751.     (f) VERT ANG       
 EQ0767
 EQ0767.Superseded values are not recommended for survey control.
 EQ0767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0767.See file dsdata.txt to determine how the superseded data were derived.
 EQ0767
 EQ0767_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT2505466101(NAD 83)
 EQ0767_MARKER: DD = SURVEY DISK
 EQ0767_SETTING: 0 = UNSPECIFIED SETTING
 EQ0767_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EQ0767
 EQ0767  HISTORY     - Date     Condition        Report By
 EQ0767  HISTORY     - 1973     MONUMENTED       NMHD
 EQ0767
 EQ0767                          STATION DESCRIPTION
 EQ0767
 EQ0767'DESCRIBED BY NM HIGHWAY DEPT 1973 (CWW)
 EQ0767'STATION IS LOCATED IN SOCORRO COUNTY, NEW MEXICO,
 EQ0767'ALONG INTERSTATE 25 AND IS ABOUT 2.6 MILES AIR LINE
 EQ0767'SOUTH OF SOCORRO, NEW MEXICO.
 EQ0767'
 EQ0767'TO REACH FROM THE JUNCTION OF CALIFORNIA AND MANZANARES
 EQ0767'STREETS IN SOCORRO, GO SOUTH ON CALIFORNIA, 0.9 MILES
 EQ0767'TO AN INTERCHANGE ON-RAMP.  GO SOUTH ON INTERSTATE 25,
 EQ0767'1.7 MILES TO THE STATION ON THE RIGHT.  STATION IS
 EQ0767'92 FEET WEST OF THE SOUTHBOUND LANE OF INTERSTATE 25.
 EQ0767'
 EQ0767'STATION IS A STANDARD NMSHC BRASS DISK SET IN A
 EQ0767'CONCRETE MONUMENT AND IS STAMPED 3410635002, 1973.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0766 ***********************************************************************
 EQ0766  DESIGNATION -  3410635003
 EQ0766  PID         -  EQ0766
 EQ0766  STATE/COUNTY-  NM/SOCORRO
 EQ0766  USGS QUAD   -  SOCORRO (1979)
 EQ0766
 EQ0766                         *CURRENT SURVEY CONTROL
 EQ0766  ___________________________________________________________________
 EQ0766* NAD 83(1992)-  34 01 31.33213(N)    106 53 38.89031(W)     ADJUSTED  
 EQ0766* NAVD 88     -      1449.7    (meters)    4756.     (feet)  VERTCON   
 EQ0766  ___________________________________________________________________
 EQ0766  LAPLACE CORR-          -1.17  (seconds)                    DEFLEC99
 EQ0766  GEOID HEIGHT-         -22.23  (meters)                     GEOID03
 EQ0766
 EQ0766  HORZ ORDER  -  SECOND
 EQ0766
 EQ0766.The horizontal coordinates were established by classical geodetic methods
 EQ0766.and adjusted by the National Geodetic Survey in December 1993..
 EQ0766
 EQ0766.The NAVD 88 height was computed by applying the VERTCON shift value to
 EQ0766.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EQ0766
 EQ0766.The Laplace correction was computed from DEFLEC99 derived deflections.
 EQ0766
 EQ0766.The geoid height was determined by GEOID03.
 EQ0766
 EQ0766;                    North         East     Units Scale Factor Converg.
 EQ0766;SPC NM C     -   335,654.787   440,514.789   MT  0.99994361   -0 21 37.6
 EQ0766;SPC NM C     - 1,101,227.41  1,445,255.60   sFT  0.99994361   -0 21 37.6
 EQ0766;UTM  13      - 3,766,586.814   325,120.643   MT  0.99997701   -1 03 36.5
 EQ0766
 EQ0766!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EQ0766!SPC NM C     -   0.99977596  x   0.99994361  =   0.99971958
 EQ0766!UTM  13      -   0.99977596  x   0.99997701  =   0.99975297
 EQ0766
 EQ0766:                Primary Azimuth Mark                     Grid Az
 EQ0766:SPC NM C     -  3410635004                               020 43 49.3
 EQ0766:UTM  13      -  3410635004                               021 25 48.2
 EQ0766
 EQ0766|---------------------------------------------------------------------|
 EQ0766| PID    Reference Object                     Distance      Geod. Az  |
 EQ0766|                                                           dddmmss.s |
 EQ0766| EQ0765 3410635004                          APPROX. 0.7 KM 0202211.7 |
 EQ0766| EQ0767 3410635002                          490.610 METERS 1864717.7 |
 EQ0766|---------------------------------------------------------------------|
 EQ0766
 EQ0766                          SUPERSEDED SURVEY CONTROL
 EQ0766
 EQ0766  NAD 83(1986)-  34 01 31.33887(N)    106 53 38.89211(W) AD(       ) 2
 EQ0766  NAD 27      -  34 01 31.09585(N)    106 53 36.78583(W) AD(       ) 2
 EQ0766  NGVD 29 (07/19/86) 1449.0    (m)         4754.     (f) VERT ANG       
 EQ0766
 EQ0766.Superseded values are not recommended for survey control.
 EQ0766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0766.See file dsdata.txt to determine how the superseded data were derived.
 EQ0766
 EQ0766_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT2512166587(NAD 83)
 EQ0766_MARKER: DD = SURVEY DISK
 EQ0766_SETTING: 0 = UNSPECIFIED SETTING
 EQ0766_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EQ0766
 EQ0766  HISTORY     - Date     Condition        Report By
 EQ0766  HISTORY     - 1973     MONUMENTED       NMHD
 EQ0766  HISTORY     - 20060908 GOOD             GEOCAC
 EQ0766
 EQ0766                          STATION DESCRIPTION
 EQ0766
 EQ0766'DESCRIBED BY NM HIGHWAY DEPT 1973 (CWW)
 EQ0766'STATION IS LOCATED IN SOCORRO COUNTY, NEW MEXICO,
 EQ0766'ALONG INTERSTATE 25 AND IS ABOUT 2.3 MILES AIR LINE
 EQ0766'SOUTH OF SOCORRO, NEW MEXICO.
 EQ0766'
 EQ0766'TO REACH FROM THE JUNCTION OF CALIFORNIA AND MANZANARES
 EQ0766'STREETS IN SOCORRO, GO SOUTH ON CALIFORNIA, 0.9 MILES
 EQ0766'TO AN INTERCHANGE ON-RAMP.  GO SOUTH ON INTERSTATE 25,
 EQ0766'1.4 MILES TO THE STATION ON THE RIGHT.  STATION IS 92 FEET
 EQ0766'WEST OF THE SOUTHBOUND LANE OF INTERSTATE 25.
 EQ0766'
 EQ0766'STATION IS A STANDARD NMSHC BRASS DISK SET IN A CONCRETE
 EQ0766'MONUMENT AND IS STAMPED 3410635003, 1973.
 EQ0766
 EQ0766                          STATION RECOVERY (2006)
 EQ0766
 EQ0766'RECOVERY NOTE BY GEOCACHING 2006 (BMC)
 EQ0766'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0765 ***********************************************************************
 EQ0765  DESIGNATION -  3410635004
 EQ0765  PID         -  EQ0765
 EQ0765  STATE/COUNTY-  NM/SOCORRO
 EQ0765  USGS QUAD   -  SOCORRO (1979)
 EQ0765
 EQ0765                         *CURRENT SURVEY CONTROL
 EQ0765  ___________________________________________________________________
 EQ0765* NAD 83(1992)-  34 01 53.59776(N)    106 53 28.96047(W)     ADJUSTED  
 EQ0765* NAVD 88     -      1444.7    (meters)    4740.     (feet)  VERTCON   
 EQ0765  ___________________________________________________________________
 EQ0765  LAPLACE CORR-          -0.84  (seconds)                    DEFLEC99
 EQ0765  GEOID HEIGHT-         -22.22  (meters)                     GEOID03
 EQ0765
 EQ0765  HORZ ORDER  -  SECOND
 EQ0765
 EQ0765.The horizontal coordinates were established by classical geodetic methods
 EQ0765.and adjusted by the National Geodetic Survey in December 1993..
 EQ0765
 EQ0765.The NAVD 88 height was computed by applying the VERTCON shift value to
 EQ0765.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EQ0765
 EQ0765.The Laplace correction was computed from DEFLEC99 derived deflections.
 EQ0765
 EQ0765.The geoid height was determined by GEOID03.
 EQ0765
 EQ0765;                    North         East     Units Scale Factor Converg.
 EQ0765;SPC NM C     -   336,339.182   440,773.815   MT  0.99994323   -0 21 32.2
 EQ0765;SPC NM C     - 1,103,472.80  1,446,105.42   sFT  0.99994323   -0 21 32.2
 EQ0765;UTM  13      - 3,767,268.017   325,388.017   MT  0.99997586   -1 03 31.6
 EQ0765
 EQ0765!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EQ0765!SPC NM C     -   0.99977674  x   0.99994323  =   0.99971998
 EQ0765!UTM  13      -   0.99977674  x   0.99997586  =   0.99975261
 EQ0765
 EQ0765:                Primary Azimuth Mark                     Grid Az
 EQ0765:SPC NM C     -  SNOW                                     008 08 40.0
 EQ0765:UTM  13      -  SNOW                                     008 50 39.4
 EQ0765
 EQ0765|---------------------------------------------------------------------|
 EQ0765| PID    Reference Object                     Distance      Geod. Az  |
 EQ0765|                                                           dddmmss.s |
 EQ0765| EQ0763 SNOW                                APPROX. 1.2 KM 0074707.8 |
 EQ0765|---------------------------------------------------------------------|
 EQ0765
 EQ0765                          SUPERSEDED SURVEY CONTROL
 EQ0765
 EQ0765  NAD 83(1986)-  34 01 53.60450(N)    106 53 28.96226(W) AD(       ) 2
 EQ0765  NAD 27      -  34 01 53.36166(N)    106 53 26.85592(W) AD(       ) 2
 EQ0765  NGVD 29 (07/19/86) 1444.0    (m)         4738.     (f) VERT ANG       
 EQ0765
 EQ0765.Superseded values are not recommended for survey control.
 EQ0765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0765.See file dsdata.txt to determine how the superseded data were derived.
 EQ0765
 EQ0765_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT2538867268(NAD 83)
 EQ0765_MARKER: DD = SURVEY DISK
 EQ0765_SETTING: 0 = UNSPECIFIED SETTING
 EQ0765_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EQ0765
 EQ0765  HISTORY     - Date     Condition        Report By
 EQ0765  HISTORY     - 1973     MONUMENTED       NMHD
 EQ0765  HISTORY     - 20060908 GOOD             GEOCAC
 EQ0765
 EQ0765                          STATION DESCRIPTION
 EQ0765
 EQ0765'DESCRIBED BY NM HIGHWAY DEPT 1973 (CWW)
 EQ0765'STATION IS LOCATED IN SOCORRO COUNTY, NEW MEXICO,
 EQ0765'ALONG INTERSTATE 25 AND IS ABOUT 1.8 MILES AIR LINE
 EQ0765'SOUTH OF SOCORRO, NEW MEXICO.
 EQ0765'
 EQ0765'TO REACH FROM THE JUNCTION OF CALIFORNIA AND MANZANARES
 EQ0765'STREETS IN SOCORRO, GO SOUTH ON CALIFORNIA, 0.9 MILES TO AN
 EQ0765'INTERCHANGE ON-RAMP.  GO SOUTH ON INTERSTATE 25, 0.9 MILES TO THE
 EQ0765'STATION ON THE LEFT.  STATION IS 132 FEET EAST OF THE NORTHBOUND
 EQ0765'LANE OF INTERSTATE 25 AND IS LOCATED ON TOP OF A LARGE CUT.
 EQ0765'
 EQ0765'STATION IS A STANDARD NMSHC BRASS DISK SET IN A CONCRETE MONUMENT
 EQ0765'AND IS STAMPED 3410635004, 1973.
 EQ0765
 EQ0765                          STATION RECOVERY (2006)
 EQ0765
 EQ0765'RECOVERY NOTE BY GEOCACHING 2006 (BMC)
 EQ0765'THE STATION IS ON TOP OF A HILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0762 ***********************************************************************
 EQ0762  DESIGNATION -  3410635005
 EQ0762  PID         -  EQ0762
 EQ0762  STATE/COUNTY-  NM/SOCORRO
 EQ0762  USGS QUAD   -  SOCORRO (1979)
 EQ0762
 EQ0762                         *CURRENT SURVEY CONTROL
 EQ0762  ___________________________________________________________________
 EQ0762* NAD 83(1992)-  34 03 12.23866(N)    106 53 13.05479(W)     ADJUSTED  
 EQ0762* NAVD 88     -      1408.04   (+/-2cm)    4619.5    (feet)  VERTCON   
 EQ0762  ___________________________________________________________________
 EQ0762  LAPLACE CORR-          -0.04  (seconds)                    DEFLEC99
 EQ0762  GEOID HEIGHT-         -22.18  (meters)                     GEOID03
 EQ0762
 EQ0762  HORZ ORDER  -  SECOND
 EQ0762  VERT ORDER  -  THIRD ? (See Below)
 EQ0762
 EQ0762.The horizontal coordinates were established by classical geodetic methods
 EQ0762.and adjusted by the National Geodetic Survey in December 1993..
 EQ0762
 EQ0762.The NAVD 88 height was computed by applying the VERTCON shift value to
 EQ0762.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EQ0762.The vertical order pertains to the NGVD 29 superseded value.
 EQ0762
 EQ0762.The Laplace correction was computed from DEFLEC99 derived deflections.
 EQ0762
 EQ0762.The geoid height was determined by GEOID03.
 EQ0762
 EQ0762;                    North         East     Units Scale Factor Converg.
 EQ0762;SPC NM C     -   338,759.531   441,196.891   MT  0.99994261   -0 21 24.1
 EQ0762;SPC NM C     - 1,111,413.56  1,447,493.47   sFT  0.99994261   -0 21 24.1
 EQ0762;UTM  13      - 3,769,683.094   325,840.645   MT  0.99997391   -1 03 24.8
 EQ0762
 EQ0762!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EQ0762!SPC NM C     -   0.99978249  x   0.99994261  =   0.99972511
 EQ0762!UTM  13      -   0.99978249  x   0.99997391  =   0.99975641
 EQ0762
 EQ0762:                Primary Azimuth Mark                     Grid Az
 EQ0762:SPC NM C     -  3410635006                               351 02 26.3
 EQ0762:UTM  13      -  3410635006                               351 44 27.0
 EQ0762
 EQ0762|---------------------------------------------------------------------|
 EQ0762| PID    Reference Object                     Distance      Geod. Az  |
 EQ0762|                                                           dddmmss.s |
 EQ0762| EQ0764 3410635006                          APPROX. 2.3 KM 3504102.2 |
 EQ0762|---------------------------------------------------------------------|
 EQ0762
 EQ0762                          SUPERSEDED SURVEY CONTROL
 EQ0762
 EQ0762  NAD 83(1986)-  34 03 12.24536(N)    106 53 13.05658(W) AD(       ) 2
 EQ0762  NAD 27      -  34 03 12.00253(N)    106 53 10.95029(W) AD(       ) 2
 EQ0762  NGVD 29 (07/19/86) 1407.32   (m)         4617.2    (f) LEVELING    3  
 EQ0762
 EQ0762.Superseded values are not recommended for survey control.
 EQ0762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0762.See file dsdata.txt to determine how the superseded data were derived.
 EQ0762
 EQ0762_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT2584169683(NAD 83)
 EQ0762_MARKER: DD = SURVEY DISK
 EQ0762_SETTING: 0 = UNSPECIFIED SETTING
 EQ0762_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EQ0762
 EQ0762  HISTORY     - Date     Condition        Report By
 EQ0762  HISTORY     - 1973     MONUMENTED       NMHD
 EQ0762  HISTORY     - 20060908 GOOD             GEOCAC
 EQ0762
 EQ0762                          STATION DESCRIPTION
 EQ0762
 EQ0762'DESCRIBED BY NM HIGHWAY DEPT 1973 (CWW)
 EQ0762'STATION IS LOCATED IN SOCORRO COUNTY, NEW MEXICO, ALONG INTERSTATE
 EQ0762'25 AND IS ABOUT 1.0 MILES SOUTHEAST OF SOCORRO, NEW MEXICO.
 EQ0762'
 EQ0762'TO REACH FROM THE JUNCTION OF CALIFORNIA AND MANZANARES STREETS
 EQ0762'IN SOCORRO, GO SOUTH ON CALIFORNIA, 1.2 MILES TO A NORTHBOUND
 EQ0762'LANE ON-RAMP.  GET ON INTERSTATE 25 AND TRAVEL NORTH, 1.0 MILES
 EQ0762'TO THE STATION ON THE RIGHT.  STATION IS ABOUT 12 FEET EAST OF THE
 EQ0762'NORTH BOUND LANE.
 EQ0762'
 EQ0762'STATION IS A STANDARD NMSHC BRASS DISK SET IN A CONCRETE MONUMENT
 EQ0762'AND IS STAMPED 3410635005, 1973.
 EQ0762
 EQ0762                          STATION RECOVERY (2006)
 EQ0762
 EQ0762'RECOVERY NOTE BY GEOCACHING 2006 (BMC)
 EQ0762'THE HIGHWAY WAS REPAVED, BUT A HOLE WAS LEFT IN THE ASPHALT FOR THE
 EQ0762'STATION AND WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0764 ***********************************************************************
 EQ0764  DESIGNATION -  3410635006
 EQ0764  PID         -  EQ0764
 EQ0764  STATE/COUNTY-  NM/SOCORRO
 EQ0764  USGS QUAD   -  SOCORRO (1979)
 EQ0764
 EQ0764                         *CURRENT SURVEY CONTROL
 EQ0764  ___________________________________________________________________
 EQ0764* NAD 83(1992)-  34 04 25.06206(N)    106 53 27.41073(W)     ADJUSTED  
 EQ0764* NAVD 88     -      1406.2    (meters)    4614.     (feet)  VERTCON   
 EQ0764  ___________________________________________________________________
 EQ0764  LAPLACE CORR-           0.00  (seconds)                    DEFLEC99
 EQ0764  GEOID HEIGHT-         -22.14  (meters)                     GEOID03
 EQ0764
 EQ0764  HORZ ORDER  -  SECOND
 EQ0764
 EQ0764.The horizontal coordinates were established by classical geodetic methods
 EQ0764.and adjusted by the National Geodetic Survey in December 1993..
 EQ0764
 EQ0764.The NAVD 88 height was computed by applying the VERTCON shift value to
 EQ0764.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EQ0764
 EQ0764.The Laplace correction was computed from DEFLEC99 derived deflections.
 EQ0764
 EQ0764.The geoid height was determined by GEOID03.
 EQ0764
 EQ0764;                    North         East     Units Scale Factor Converg.
 EQ0764;SPC NM C     -   341,005.500   440,842.800   MT  0.99994313   -0 21 32.8
 EQ0764;SPC NM C     - 1,118,782.21  1,446,331.75   sFT  0.99994313   -0 21 32.8
 EQ0764;UTM  13      - 3,771,933.295   325,514.025   MT  0.99997531   -1 03 34.9
 EQ0764
 EQ0764!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EQ0764!SPC NM C     -   0.99978277  x   0.99994313  =   0.99972591
 EQ0764!UTM  13      -   0.99978277  x   0.99997531  =   0.99975809
 EQ0764
 EQ0764:                Primary Azimuth Mark                     Grid Az
 EQ0764:SPC NM C     -  3410635007                               329 11 18.9
 EQ0764:UTM  13      -  3410635007                               329 53 21.0
 EQ0764
 EQ0764|---------------------------------------------------------------------|
 EQ0764| PID    Reference Object                     Distance      Geod. Az  |
 EQ0764|                                                           dddmmss.s |
 EQ0764| EQ0768 3410635007                          APPROX. 0.7 KM 3284946.1 |
 EQ0764|---------------------------------------------------------------------|
 EQ0764
 EQ0764                          SUPERSEDED SURVEY CONTROL
 EQ0764
 EQ0764  NAD 83(1986)-  34 04 25.06874(N)    106 53 27.41258(W) AD(       ) 2
 EQ0764  NAD 27      -  34 04 24.82448(N)    106 53 25.30565(W) AD(       ) 2
 EQ0764  NGVD 29 (07/19/86) 1405.5    (m)         4611.     (f) VERT ANG       
 EQ0764
 EQ0764.Superseded values are not recommended for survey control.
 EQ0764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0764.See file dsdata.txt to determine how the superseded data were derived.
 EQ0764
 EQ0764_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT2551471933(NAD 83)
 EQ0764_MARKER: DD = SURVEY DISK
 EQ0764_SETTING: 0 = UNSPECIFIED SETTING
 EQ0764_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EQ0764
 EQ0764  HISTORY     - Date     Condition        Report By
 EQ0764  HISTORY     - 1973     MONUMENTED       NMHD
 EQ0764  HISTORY     - 20050524 GOOD             GEOCAC
 EQ0764
 EQ0764                          STATION DESCRIPTION
 EQ0764
 EQ0764'DESCRIBED BY NM HIGHWAY DEPT 1973 (CWW)
 EQ0764'STATION IS LOCATED IN SOCORRO COUNTY, NEW MEXICO, ALONG
 EQ0764'INTERSTATE 25 AND IS ABOUT 1.0 MILES NORTHEAST OF SOCORRO,
 EQ0764'NEW MEXICO.
 EQ0764'
 EQ0764'TO REACH FROM THE JUNCTION OF CALIFORNIA AND MANZANARES STREETS
 EQ0764'IN SOCORRO, GO SOUTH ON CALIFORNIA, 1.1 MILES TO A FRONTAGE ROAD
 EQ0764'TURN-OFF ON THE RIGHT.  TURN RIGHT, EAST, ONTO FRONTAGE ROAD,
 EQ0764'GO OVER INTERSTATE AND TO A T-INTERSECTION.  THE STATION IS
 EQ0764'LOCATED ON THE EAST EDGE OF THE N-S FRONTAGE ROAD AT THE
 EQ0764'INTERSECTION.
 EQ0764'
 EQ0764'STATION IS A STANDARD NMSHC BRASS DISK SET IN A CONCRETE
 EQ0764'MONUMENT AND IS STAMPED 3410635006, 1973.
 EQ0764
 EQ0764                          STATION RECOVERY (2005)
 EQ0764
 EQ0764'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 EQ0764'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0768 ***********************************************************************
 EQ0768  DESIGNATION -  3410635007
 EQ0768  PID         -  EQ0768
 EQ0768  STATE/COUNTY-  NM/SOCORRO
 EQ0768  USGS QUAD   -  SOCORRO (1979)
 EQ0768
 EQ0768                         *CURRENT SURVEY CONTROL
 EQ0768  ___________________________________________________________________
 EQ0768* NAD 83(1992)-  34 04 44.65819(N)    106 53 41.65695(W)     ADJUSTED  
 EQ0768* NAVD 88     -      1402.7    (meters)    4602.     (feet)  VERTCON   
 EQ0768  ___________________________________________________________________
 EQ0768  LAPLACE CORR-          -0.28  (seconds)                    DEFLEC99
 EQ0768  GEOID HEIGHT-         -22.13  (meters)                     GEOID03
 EQ0768
 EQ0768  HORZ ORDER  -  SECOND
 EQ0768
 EQ0768.The horizontal coordinates were established by classical geodetic methods
 EQ0768.and adjusted by the National Geodetic Survey in December 1993..
 EQ0768
 EQ0768.The NAVD 88 height was computed by applying the VERTCON shift value to
 EQ0768.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EQ0768
 EQ0768.The Laplace correction was computed from DEFLEC99 derived deflections.
 EQ0768
 EQ0768.The geoid height was determined by GEOID03.
 EQ0768
 EQ0768;                    North         East     Units Scale Factor Converg.
 EQ0768;SPC NM C     -   341,611.549   440,481.359   MT  0.99994365   -0 21 40.9
 EQ0768;SPC NM C     - 1,120,770.56  1,445,145.93   sFT  0.99994365   -0 21 40.9
 EQ0768;UTM  13      - 3,772,543.738   325,160.010   MT  0.99997684   -1 03 43.4
 EQ0768
 EQ0768!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EQ0768!SPC NM C     -   0.99978332  x   0.99994365  =   0.99972698
 EQ0768!UTM  13      -   0.99978332  x   0.99997684  =   0.99976016
 EQ0768
 EQ0768:                Primary Azimuth Mark                     Grid Az
 EQ0768:SPC NM C     -  ESCONDIDA 2                              348 33 18.7
 EQ0768:UTM  13      -  ESCONDIDA 2                              349 15 21.2
 EQ0768
 EQ0768|---------------------------------------------------------------------|
 EQ0768| PID    Reference Object                     Distance      Geod. Az  |
 EQ0768|                                                           dddmmss.s |
 EQ0768| EQ0770 ESCONDIDA 2                         APPROX. 2.1 KM 3481137.8 |
 EQ0768|---------------------------------------------------------------------|
 EQ0768
 EQ0768                          SUPERSEDED SURVEY CONTROL
 EQ0768
 EQ0768  NAD 83(1986)-  34 04 44.66485(N)    106 53 41.65881(W) AD(       ) 2
 EQ0768  NAD 27      -  34 04 44.42073(N)    106 53 39.55146(W) AD(       ) 2
 EQ0768  NGVD 29 (07/19/86) 1402.0    (m)         4600.     (f) VERT ANG       
 EQ0768
 EQ0768.Superseded values are not recommended for survey control.
 EQ0768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0768.See file dsdata.txt to determine how the superseded data were derived.
 EQ0768
 EQ0768_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT2516072544(NAD 83)
 EQ0768_MARKER: DD = SURVEY DISK
 EQ0768_SETTING: 0 = UNSPECIFIED SETTING
 EQ0768_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EQ0768
 EQ0768  HISTORY     - Date     Condition        Report By
 EQ0768  HISTORY     - 1973     MONUMENTED       NMHD
 EQ0768  HISTORY     - 20050524 MARK NOT FOUND   GEOCAC
 EQ0768
 EQ0768                          STATION DESCRIPTION
 EQ0768
 EQ0768'DESCRIBED BY NM HIGHWAY DEPT 1973 (CWW)
 EQ0768'STATION IS LOCATED IN SOCORRO COUNTY, NEW MEXICO, ALONG
 EQ0768'INTERSTATE 25 AND IS ABOUT 1.3 MILES NORTH OF SOCORRO,
 EQ0768'NEW MEXICO.
 EQ0768'
 EQ0768'TO REACH FROM THE JUNCTION OF CALIFORNIA AND MANZANARES STREETS
 EQ0768'IN SOCORRO, GO SOUTH ON CALIFORNIA, 1.2 MILES TO A NORTHBOUND LANE
 EQ0768'ON-RAMP.  GET ON INTERSTATE 25 AND TRAVEL NORTH, 3.0 MILES TO
 EQ0768'THE STATION ON THE LEFT.  STATION IS LOCATED 15 FEET WEST OF THE
 EQ0768'SOUTHBOUND LANE, NEXT TO A LIGHT POST AND AT THE VERY START OF
 EQ0768'THE SOCORRO OFF-RAMP.
 EQ0768'
 EQ0768'STATION IS A STANDARD NMSHC BRASS DISK SET IN A CONCRETE
 EQ0768'MONUMENT AND IS STAMPED 3410635007, 1973.
 EQ0768
 EQ0768                          STATION RECOVERY (2005)
 EQ0768
 EQ0768'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 EQ0768'THE LIGHT POLE IS GONE, BUT ITS BASE REMAINS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0771 ***********************************************************************
 EQ0771  DESIGNATION -  3410635009
 EQ0771  PID         -  EQ0771
 EQ0771  STATE/COUNTY-  NM/SOCORRO
 EQ0771  USGS QUAD   -  SOCORRO (1979)
 EQ0771
 EQ0771                         *CURRENT SURVEY CONTROL
 EQ0771  ___________________________________________________________________
 EQ0771* NAD 83(1992)-  34 06 45.36983(N)    106 54 10.22945(W)     ADJUSTED  
 EQ0771* NAVD 88     -      1451.9    (meters)    4763.     (feet)  VERTCON   
 EQ0771  ___________________________________________________________________
 EQ0771  LAPLACE CORR-          -0.51  (seconds)                    DEFLEC99
 EQ0771  GEOID HEIGHT-         -22.08  (meters)                     GEOID03
 EQ0771
 EQ0771  HORZ ORDER  -  SECOND
 EQ0771
 EQ0771.The horizontal coordinates were established by classical geodetic methods
 EQ0771.and adjusted by the National Geodetic Survey in December 1993..
 EQ0771
 EQ0771.The NAVD 88 height was computed by applying the VERTCON shift value to
 EQ0771.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EQ0771
 EQ0771.The Laplace correction was computed from DEFLEC99 derived deflections.
 EQ0771
 EQ0771.The geoid height was determined by GEOID03.
 EQ0771
 EQ0771;                    North         East     Units Scale Factor Converg.
 EQ0771;SPC NM C     -   345,335.314   439,772.611   MT  0.99994470   -0 21 58.1
 EQ0771;SPC NM C     - 1,132,987.61  1,442,820.64   sFT  0.99994470   -0 21 58.1
 EQ0771;UTM  13      - 3,776,276.023   324,496.850   MT  0.99997970   -1 04 02.7
 EQ0771
 EQ0771!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EQ0771!SPC NM C     -   0.99977559  x   0.99994470  =   0.99972030
 EQ0771!UTM  13      -   0.99977559  x   0.99997970  =   0.99975529
 EQ0771
 EQ0771|---------------------------------------------------------------------|
 EQ0771| PID    Reference Object                     Distance      Geod. Az  |
 EQ0771|                                                           dddmmss.s |
 EQ0771| EQ0761 DINO                                159.483 METERS 16633     |
 EQ0771| EQ0770 ESCONDIDA 2                         APPROX. 1.7 KM 1694211.4 |
 EQ0771|---------------------------------------------------------------------|
 EQ0771
 EQ0771                          SUPERSEDED SURVEY CONTROL
 EQ0771
 EQ0771  NAD 83(1986)-  34 06 45.37656(N)    106 54 10.23129(W) AD(       ) 2
 EQ0771  NAD 27      -  34 06 45.13465(N)    106 54 08.12351(W) AD(       ) 2
 EQ0771  NGVD 29 (07/19/86) 1451.2    (m)         4761.     (f) VERT ANG       
 EQ0771
 EQ0771.Superseded values are not recommended for survey control.
 EQ0771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0771.See file dsdata.txt to determine how the superseded data were derived.
 EQ0771
 EQ0771_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT2449776276(NAD 83)
 EQ0771_MARKER: DD = SURVEY DISK
 EQ0771_SETTING: 0 = UNSPECIFIED SETTING
 EQ0771_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EQ0771
 EQ0771  HISTORY     - Date     Condition        Report By
 EQ0771  HISTORY     - 1973     MONUMENTED       NMHD
 EQ0771  HISTORY     - 20050524 GOOD             GEOCAC
 EQ0771
 EQ0771                          STATION DESCRIPTION
 EQ0771
 EQ0771'DESCRIBED BY NM HIGHWAY DEPT 1973 (CWW)
 EQ0771'STATION IS LOCATED IN SOCORRO COUNTY, NEW MEXICO, ALONG
 EQ0771'INTERSTATE 25 AND IS ABOUT 4.0 MILES AIR LINE NORTH OF SOCORRO,
 EQ0771'NEW MEXICO.
 EQ0771'
 EQ0771'TO REACH FROM THE JUNCTION OF CALIFORNIA AND MANZANARES
 EQ0771'STREETS IN SOCORRO, GO NORTH ON CALIFORNIA, 1.35 MILES TO AN
 EQ0771'INTERCHANGE ON-RAMP.  GO NORTH ON INTERSTATE 25, 2.7 MILES TO THE
 EQ0771'STATION ON THE RIGHT.  STATION IS 115 FEET EAST OF THE NORTHBOUND
 EQ0771'LANE OF INTERSTATE 25.
 EQ0771'
 EQ0771'STATION IS A STANDARD NMSHC BRASS DISK SET IN A CONCRETE
 EQ0771'MONUMENT AND IS STAMPED 3410635009, 1973.
 EQ0771
 EQ0771                          STATION RECOVERY (2005)
 EQ0771
 EQ0771'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 EQ0771'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0775 ***********************************************************************
 EQ0775  DESIGNATION -  3410635010
 EQ0775  PID         -  EQ0775
 EQ0775  STATE/COUNTY-  NM/SOCORRO
 EQ0775  USGS QUAD   -  LEMITAR (1971)
 EQ0775
 EQ0775                         *CURRENT SURVEY CONTROL
 EQ0775  ___________________________________________________________________
 EQ0775* NAD 83(1992)-  34 07 38.95661(N)    106 54 26.18496(W)     ADJUSTED  
 EQ0775* NAVD 88     -      1448.0    (meters)    4751.     (feet)  VERTCON   
 EQ0775  ___________________________________________________________________
 EQ0775  LAPLACE CORR-          -0.76  (seconds)                    DEFLEC99
 EQ0775  GEOID HEIGHT-         -22.06  (meters)                     GEOID03
 EQ0775
 EQ0775  HORZ ORDER  -  SECOND
 EQ0775
 EQ0775.The horizontal coordinates were established by classical geodetic methods
 EQ0775.and adjusted by the National Geodetic Survey in December 1993..
 EQ0775
 EQ0775.The NAVD 88 height was computed by applying the VERTCON shift value to
 EQ0775.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EQ0775
 EQ0775.The Laplace correction was computed from DEFLEC99 derived deflections.
 EQ0775
 EQ0775.The geoid height was determined by GEOID03.
 EQ0775
 EQ0775;                    North         East     Units Scale Factor Converg.
 EQ0775;SPC NM C     -   346,988.948   439,374.350   MT  0.99994529   -0 22 07.6
 EQ0775;SPC NM C     - 1,138,412.91  1,441,514.01   sFT  0.99994529   -0 22 07.6
 EQ0775;UTM  13      - 3,777,934.466   324,118.849   MT  0.99998133   -1 04 13.2
 EQ0775
 EQ0775!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EQ0775!SPC NM C     -   0.99977620  x   0.99994529  =   0.99972150
 EQ0775!UTM  13      -   0.99977620  x   0.99998133  =   0.99975753
 EQ0775
 EQ0775:                Primary Azimuth Mark                     Grid Az
 EQ0775:SPC NM C     -  3410635011                               343 47 47.9
 EQ0775:UTM  13      -  3410635011                               344 29 53.5
 EQ0775
 EQ0775|---------------------------------------------------------------------|
 EQ0775| PID    Reference Object                     Distance      Geod. Az  |
 EQ0775|                                                           dddmmss.s |
 EQ0775| EQ0776 3410635011                          APPROX. 2.3 KM 3432540.3 |
 EQ0775|---------------------------------------------------------------------|
 EQ0775
 EQ0775                          SUPERSEDED SURVEY CONTROL
 EQ0775
 EQ0775  NAD 83(1986)-  34 07 38.96323(N)    106 54 26.18667(W) AD(       ) 2
 EQ0775  NAD 27      -  34 07 38.72142(N)    106 54 24.07878(W) AD(       ) 2
 EQ0775  NGVD 29 (07/19/86) 1447.3    (m)         4748.     (f) VERT ANG       
 EQ0775
 EQ0775.Superseded values are not recommended for survey control.
 EQ0775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0775.See file dsdata.txt to determine how the superseded data were derived.
 EQ0775
 EQ0775_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT2411977934(NAD 83)
 EQ0775_MARKER: DD = SURVEY DISK
 EQ0775_SETTING: 0 = UNSPECIFIED SETTING
 EQ0775_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EQ0775
 EQ0775  HISTORY     - Date     Condition        Report By
 EQ0775  HISTORY     - 1973     MONUMENTED       NMHD
 EQ0775  HISTORY     - 20050524 GOOD             GEOCAC
 EQ0775
 EQ0775                          STATION DESCRIPTION
 EQ0775
 EQ0775'DESCRIBED BY NM HIGHWAY DEPT 1973 (CWW)
 EQ0775'STATION IS LOCATED IN SOCORRO COUNTY, NEW MEXICO, ALONG
 EQ0775'INTERSTATE 25 AND IS ABOUT 5.0 MILES AIR LINE NORTH OF
 EQ0775'SOCORRO, NEW MEXICO.
 EQ0775'
 EQ0775'TO REACH FROM THE JUNCTION OF CALIFORNIA AND MANZANARES
 EQ0775'STREETS IN SOCORRO, GO NORTH ON CALIFORNIA, 1.35 MILES TO AN
 EQ0775'INTERCHANGE ON-RAMP.  GO NORTH ON INTERSTATE 25, 3.7 MILES TO THE
 EQ0775'STATION ON THE RIGHT.  STATION IS 116 FEET EAST OF THE NORTHBOUND
 EQ0775'LANE OF INTERSTATE 25.
 EQ0775'
 EQ0775'STATION IS A STANDARD NMSHC BRASS DISK SET IN A CONCRETE
 EQ0775'MONUMENT AND IS STAMPED 3410635010, 1973.
 EQ0775
 EQ0775                          STATION RECOVERY (2005)
 EQ0775
 EQ0775'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 EQ0775'THE STATION IS ON TOP OF A RISE EAST OF THE HIGHWAY, 4 FT. FROM A
 EQ0775'BARBED WIRE RIGHT OF WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0777 ***********************************************************************
 EQ0777  DESIGNATION -  3410635012
 EQ0777  PID         -  EQ0777
 EQ0777  STATE/COUNTY-  NM/SOCORRO
 EQ0777  USGS QUAD   -  LEMITAR (1971)
 EQ0777
 EQ0777                         *CURRENT SURVEY CONTROL
 EQ0777  ___________________________________________________________________
 EQ0777* NAD 83(1992)-  34 09 22.67770(N)    106 55 02.06490(W)     ADJUSTED  
 EQ0777* NAVD 88     -      1439.1    (meters)    4721.     (feet)  VERTCON   
 EQ0777  ___________________________________________________________________
 EQ0777  LAPLACE CORR-          -1.63  (seconds)                    DEFLEC99
 EQ0777  GEOID HEIGHT-         -22.00  (meters)                     GEOID03
 EQ0777
 EQ0777  HORZ ORDER  -  SECOND
 EQ0777
 EQ0777.The horizontal coordinates were established by classical geodetic methods
 EQ0777.and adjusted by the National Geodetic Survey in December 1993..
 EQ0777
 EQ0777.The NAVD 88 height was computed by applying the VERTCON shift value to
 EQ0777.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EQ0777
 EQ0777.The Laplace correction was computed from DEFLEC99 derived deflections.
 EQ0777
 EQ0777.The geoid height was determined by GEOID03.
 EQ0777
 EQ0777;                    North         East     Units Scale Factor Converg.
 EQ0777;SPC NM C     -   350,190.576   438,475.917   MT  0.99994664   -0 22 28.7
 EQ0777;SPC NM C     - 1,148,916.91  1,438,566.40   sFT  0.99994664   -0 22 28.7
 EQ0777;UTM  13      - 3,781,146.978   323,259.668   MT  0.99998507   -1 04 36.2
 EQ0777
 EQ0777!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EQ0777!SPC NM C     -   0.99977760  x   0.99994664  =   0.99972425
 EQ0777!UTM  13      -   0.99977760  x   0.99998507  =   0.99976267
 EQ0777
 EQ0777:                Primary Azimuth Mark                     Grid Az
 EQ0777:SPC NM C     -  3410635013                               348 09 18.3
 EQ0777:UTM  13      -  3410635013                               348 51 25.8
 EQ0777
 EQ0777|---------------------------------------------------------------------|
 EQ0777| PID    Reference Object                     Distance      Geod. Az  |
 EQ0777|                                                           dddmmss.s |
 EQ0777| EQ0779 3410635013                          APPROX. 2.3 KM 3474649.6 |
 EQ0777|---------------------------------------------------------------------|
 EQ0777
 EQ0777                          SUPERSEDED SURVEY CONTROL
 EQ0777
 EQ0777  NAD 83(1986)-  34 09 22.68423(N)    106 55 02.06630(W) AD(       ) 2
 EQ0777  NAD 27      -  34 09 22.44203(N)    106 54 59.95816(W) AD(       ) 2
 EQ0777  NGVD 29 (07/19/86) 1438.3    (m)         4719.     (f) VERT ANG       
 EQ0777
 EQ0777.Superseded values are not recommended for survey control.
 EQ0777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0777.See file dsdata.txt to determine how the superseded data were derived.
 EQ0777
 EQ0777_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT2326081147(NAD 83)
 EQ0777_MARKER: DD = SURVEY DISK
 EQ0777_SETTING: 0 = UNSPECIFIED SETTING
 EQ0777_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EQ0777
 EQ0777  HISTORY     - Date     Condition        Report By
 EQ0777  HISTORY     - 1973     MONUMENTED       NMHD
 EQ0777  HISTORY     - 20050524 MARK NOT FOUND   GEOCAC
 EQ0777
 EQ0777                          STATION DESCRIPTION
 EQ0777
 EQ0777'DESCRIBED BY NM HIGHWAY DEPT 1973 (CWW)
 EQ0777'STATION IS LOCATED IN SOCORRO COUNTY, NEW MEXICO, ALONG INTERSTATE
 EQ0777'25 AND IS ABOUT 7.0 MILES AIR LINE NORTH OF SOCORRO, NEW MEXICO.
 EQ0777'
 EQ0777'TO REACH FROM THE JUNCTION OF CALIFORNIA AND MANZANARES STREETS IN
 EQ0777'SOCORRO, GO NORTH ON CALIFORNIA, 1.35 MILES TO AN INTERCHANGE
 EQ0777'ON-RAMP.  GO NORTH ON INTERSTATE 25, 5.7 MILES TO THE STATION ON
 EQ0777'THE RIGHT.  STATION IS 28 FEET EAST OF THE NORTHBOUND LANE OF
 EQ0777'INTERSTATE 25 ON AN OFF-RAMP ISLAND.
 EQ0777'
 EQ0777'STATION IS A STANDARD NMSHC BRASS DISK SET IN A CONCRETE MONUMENT
 EQ0777'AND IS STAMPED 3410635012, 1973.
 EQ0777
 EQ0777                          STATION RECOVERY (2005)
 EQ0777
 EQ0777'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 EQ0777'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0779 ***********************************************************************
 EQ0779  DESIGNATION -  3410635013
 EQ0779  PID         -  EQ0779
 EQ0779  STATE/COUNTY-  NM/SOCORRO
 EQ0779  USGS QUAD   -  LEMITAR (1971)
 EQ0779
 EQ0779                         *CURRENT SURVEY CONTROL
 EQ0779  ___________________________________________________________________
 EQ0779* NAD 83(1992)-  34 10 34.21990(N)    106 55 20.70650(W)     ADJUSTED  
 EQ0779* NAVD 88     -      1424.8    (meters)    4675.     (feet)  VERTCON   
 EQ0779  ___________________________________________________________________
 EQ0779  LAPLACE CORR-          -2.06  (seconds)                    DEFLEC99
 EQ0779  GEOID HEIGHT-         -21.96  (meters)                     GEOID03
 EQ0779
 EQ0779  HORZ ORDER  -  SECOND
 EQ0779
 EQ0779.The horizontal coordinates were established by classical geodetic methods
 EQ0779.and adjusted by the National Geodetic Survey in December 1993..
 EQ0779
 EQ0779.The NAVD 88 height was computed by applying the VERTCON shift value to
 EQ0779.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EQ0779
 EQ0779.The Laplace correction was computed from DEFLEC99 derived deflections.
 EQ0779
 EQ0779.The geoid height was determined by GEOID03.
 EQ0779
 EQ0779;                    North         East     Units Scale Factor Converg.
 EQ0779;SPC NM C     -   352,397.948   438,012.971   MT  0.99994735   -0 22 39.8
 EQ0779;SPC NM C     - 1,156,158.93  1,437,047.56   sFT  0.99994735   -0 22 39.8
 EQ0779;UTM  13      - 3,783,359.945   322,823.793   MT  0.99998697   -1 04 48.6
 EQ0779
 EQ0779!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EQ0779!SPC NM C     -   0.99977984  x   0.99994735  =   0.99972720
 EQ0779!UTM  13      -   0.99977984  x   0.99998697  =   0.99976681
 EQ0779
 EQ0779:                Primary Azimuth Mark                     Grid Az
 EQ0779:SPC NM C     -  3410635012                               168 09 18.9
 EQ0779:UTM  13      -  3410635012                               168 51 27.7
 EQ0779
 EQ0779|---------------------------------------------------------------------|
 EQ0779| PID    Reference Object                     Distance      Geod. Az  |
 EQ0779|                                                           dddmmss.s |
 EQ0779| EQ0777 3410635012                          APPROX. 2.3 KM 1674639.1 |
 EQ0779|---------------------------------------------------------------------|
 EQ0779
 EQ0779                          SUPERSEDED SURVEY CONTROL
 EQ0779
 EQ0779  NAD 83(1986)-  34 10 34.22636(N)    106 55 20.70767(W) AD(       ) 2
 EQ0779  NAD 27      -  34 10 33.98303(N)    106 55 18.59958(W) AD(       ) 2
 EQ0779  NGVD 29 (07/19/86) 1424.0    (m)         4672.     (f) VERT ANG       
 EQ0779
 EQ0779.Superseded values are not recommended for survey control.
 EQ0779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0779.See file dsdata.txt to determine how the superseded data were derived.
 EQ0779
 EQ0779_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT2282483360(NAD 83)
 EQ0779_MARKER: DD = SURVEY DISK
 EQ0779_SETTING: 0 = UNSPECIFIED SETTING
 EQ0779_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EQ0779
 EQ0779  HISTORY     - Date     Condition        Report By
 EQ0779  HISTORY     - 1973     MONUMENTED       NMHD
 EQ0779  HISTORY     - 20050524 GOOD             GEOCAC
 EQ0779
 EQ0779                          STATION DESCRIPTION
 EQ0779
 EQ0779'DESCRIBED BY NM HIGHWAY DEPT 1973 (CWW)
 EQ0779'STATION IS LOCATED IN SOCORRO COUNTY, NEW MEXICO, ALONG INTERSTATE
 EQ0779'25 AND IS ABOUT 8.4 MILES AIR LINE NORTH OF SOCORRO, NEW MEXICO.
 EQ0779'
 EQ0779'TO REACH FROM THE JUNCTION OF CALIFORNIA AND MANZANARES STREETS
 EQ0779'IN SOCORRO, GO NORTH ON CALIFORNIA, 1.35 MILES TO AN INTERCHANGE
 EQ0779'ON-RAMP.  GO NORTH ON INTERSTATE 25, 7.1 MILES TO THE STATION ON
 EQ0779'THE LEFT.  STATION IS 103 FEET WEST OF THE SOUTHBOUND LANE OF
 EQ0779'INTERSTATE 25.
 EQ0779'
 EQ0779'STATION IS A STANDARD NMSHC BRASS DISK SET IN A CONCRETE MONUMENT
 EQ0779'AND IS STAMPED 3410635013, 1973.
 EQ0779
 EQ0779                          STATION RECOVERY (2005)
 EQ0779
 EQ0779'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 EQ0779'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0781 ***********************************************************************
 EQ0781  DESIGNATION -  3410635014
 EQ0781  PID         -  EQ0781
 EQ0781  STATE/COUNTY-  NM/SOCORRO
 EQ0781  USGS QUAD   -  LEMITAR (1971)
 EQ0781
 EQ0781                         *CURRENT SURVEY CONTROL
 EQ0781  ___________________________________________________________________
 EQ0781* NAD 83(1992)-  34 11 30.68338(N)    106 55 30.67029(W)     ADJUSTED  
 EQ0781* NAVD 88     -      1428.4    (meters)    4686.     (feet)  VERTCON   
 EQ0781  ___________________________________________________________________
 EQ0781  LAPLACE CORR-          -2.28  (seconds)                    DEFLEC99
 EQ0781  GEOID HEIGHT-         -21.93  (meters)                     GEOID03
 EQ0781
 EQ0781  HORZ ORDER  -  SECOND
 EQ0781
 EQ0781.The horizontal coordinates were established by classical geodetic methods
 EQ0781.and adjusted by the National Geodetic Survey in December 1993..
 EQ0781
 EQ0781.The NAVD 88 height was computed by applying the VERTCON shift value to
 EQ0781.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EQ0781
 EQ0781.The Laplace correction was computed from DEFLEC99 derived deflections.
 EQ0781
 EQ0781.The geoid height was determined by GEOID03.
 EQ0781
 EQ0781;                    North         East     Units Scale Factor Converg.
 EQ0781;SPC NM C     -   354,139.296   437,769.342   MT  0.99994772   -0 22 46.0
 EQ0781;SPC NM C     - 1,161,872.01  1,436,248.25   sFT  0.99994772   -0 22 46.0
 EQ0781;UTM  13      - 3,785,104.220   322,601.527   MT  0.99998794   -1 04 55.8
 EQ0781
 EQ0781!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EQ0781!SPC NM C     -   0.99977927  x   0.99994772  =   0.99972700
 EQ0781!UTM  13      -   0.99977927  x   0.99998794  =   0.99976721
 EQ0781
 EQ0781:                Primary Azimuth Mark                     Grid Az
 EQ0781:SPC NM C     -  3410635015                               000 37 09.1
 EQ0781:UTM  13      -  3410635015                               001 19 18.9
 EQ0781
 EQ0781|---------------------------------------------------------------------|
 EQ0781| PID    Reference Object                     Distance      Geod. Az  |
 EQ0781|                                                           dddmmss.s |
 EQ0781| EQ0780 3410635015                          APPROX. 1.9 KM 0001423.1 |
 EQ0781|---------------------------------------------------------------------|
 EQ0781
 EQ0781                          SUPERSEDED SURVEY CONTROL
 EQ0781
 EQ0781  NAD 83(1986)-  34 11 30.68980(N)    106 55 30.67127(W) AD(       ) 2
 EQ0781  NAD 27      -  34 11 30.44584(N)    106 55 28.56335(W) AD(       ) 2
 EQ0781  NGVD 29 (07/19/86) 1427.6    (m)         4684.     (f) VERT ANG       
 EQ0781
 EQ0781.Superseded values are not recommended for survey control.
 EQ0781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0781.See file dsdata.txt to determine how the superseded data were derived.
 EQ0781
 EQ0781_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT2260285104(NAD 83)
 EQ0781_MARKER: DD = SURVEY DISK
 EQ0781_SETTING: 0 = UNSPECIFIED SETTING
 EQ0781_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EQ0781
 EQ0781  HISTORY     - Date     Condition        Report By
 EQ0781  HISTORY     - 1973     MONUMENTED       NMHD
 EQ0781  HISTORY     - 20050524 GOOD             GEOCAC
 EQ0781
 EQ0781                          STATION DESCRIPTION
 EQ0781
 EQ0781'DESCRIBED BY NM HIGHWAY DEPT 1973 (CWW)
 EQ0781'STATION IS LOCATED IN SOCORRO COUNTY, NEW MEXICO, ALONG INTERSTATE
 EQ0781'25 AND IS ABOUT 9.5 MILES AIR LINE NORTH OF SOCORRO, NEW MEXICO.
 EQ0781'
 EQ0781'TO REACH FROM THE JUNCTION OF CALIFORNIA AND MANZANARES STREETS
 EQ0781'IN SOCORRO, GO NORTH ON CALIFORNIA, 1.35 MILES TO AN INTERCHANGE
 EQ0781'ON-RAMP.  GO NORTH ON INTERSTATE 25, 8.2 MILES TO THE STATION ON
 EQ0781'THE LEFT.  STATION IS 38 FEET WEST OF THE SOUTHBOUND LANE OF
 EQ0781'INTERSTATE 25.
 EQ0781'
 EQ0781'STATION IS A STANDARD NMSHC BRASS DISK SET IN A CONCRETE MONUMENT
 EQ0781'AND IS STAMPED 3410635014, 1973.
 EQ0781
 EQ0781                          STATION RECOVERY (2005)
 EQ0781
 EQ0781'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 EQ0781'THE STATION IS 5 FT. W OF THE RIGHT OF WAY BOUNDARY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0780 ***********************************************************************
 EQ0780  DESIGNATION -  3410635015
 EQ0780  PID         -  EQ0780
 EQ0780  STATE/COUNTY-  NM/SOCORRO
 EQ0780  USGS QUAD   -  LEMITAR (1971)
 EQ0780
 EQ0780                         *CURRENT SURVEY CONTROL
 EQ0780  ___________________________________________________________________
 EQ0780* NAD 83(1992)-  34 12 31.20000(N)    106 55 30.36548(W)     ADJUSTED  
 EQ0780* NAVD 88     -      1433.2    (meters)    4702.     (feet)  VERTCON   
 EQ0780  ___________________________________________________________________
 EQ0780  LAPLACE CORR-          -2.08  (seconds)                    DEFLEC99
 EQ0780  GEOID HEIGHT-         -21.90  (meters)                     GEOID03
 EQ0780
 EQ0780  HORZ ORDER  -  SECOND
 EQ0780
 EQ0780.The horizontal coordinates were established by classical geodetic methods
 EQ0780.and adjusted by the National Geodetic Survey in December 1993..
 EQ0780
 EQ0780.The NAVD 88 height was computed by applying the VERTCON shift value to
 EQ0780.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EQ0780
 EQ0780.The Laplace correction was computed from DEFLEC99 derived deflections.
 EQ0780
 EQ0780.The geoid height was determined by GEOID03.
 EQ0780
 EQ0780;                    North         East     Units Scale Factor Converg.
 EQ0780;SPC NM C     -   356,003.792   437,789.496   MT  0.99994769   -0 22 46.4
 EQ0780;SPC NM C     - 1,167,989.11  1,436,314.37   sFT  0.99994769   -0 22 46.4
 EQ0780;UTM  13      - 3,786,968.402   322,644.553   MT  0.99998775   -1 04 57.3
 EQ0780
 EQ0780!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EQ0780!SPC NM C     -   0.99977851  x   0.99994769  =   0.99972621
 EQ0780!UTM  13      -   0.99977851  x   0.99998775  =   0.99976626
 EQ0780
 EQ0780:                Primary Azimuth Mark                     Grid Az
 EQ0780:SPC NM C     -  R 966.7 2 T RESET                        029 31 13.5
 EQ0780:UTM  13      -  R 966.7 2 T RESET                        030 13 24.4
 EQ0780
 EQ0780|---------------------------------------------------------------------|
 EQ0780| PID    Reference Object                     Distance      Geod. Az  |
 EQ0780|                                                           dddmmss.s |
 EQ0780| EQ0573 R 966.7 2 T RESET                   APPROX. 1.3 KM 0290827.1 |
 EQ0780|---------------------------------------------------------------------|
 EQ0780
 EQ0780                          SUPERSEDED SURVEY CONTROL
 EQ0780
 EQ0780  NAD 83(1986)-  34 12 31.20635(N)    106 55 30.36628(W) AD(       ) 2
 EQ0780  NAD 27      -  34 12 30.96168(N)    106 55 28.25880(W) AD(       ) 2
 EQ0780  NGVD 29 (07/19/86) 1432.4    (m)         4699.     (f) VERT ANG       
 EQ0780
 EQ0780.Superseded values are not recommended for survey control.
 EQ0780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0780.See file dsdata.txt to determine how the superseded data were derived.
 EQ0780
 EQ0780_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT2264586968(NAD 83)
 EQ0780_MARKER: DD = SURVEY DISK
 EQ0780_SETTING: 0 = UNSPECIFIED SETTING
 EQ0780_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EQ0780
 EQ0780  HISTORY     - Date     Condition        Report By
 EQ0780  HISTORY     - 1973     MONUMENTED       NMHD
 EQ0780  HISTORY     - 20050524 GOOD             GEOCAC
 EQ0780
 EQ0780                          STATION DESCRIPTION
 EQ0780
 EQ0780'DESCRIBED BY NM HIGHWAY DEPT 1973 (CWW)
 EQ0780'STATION IS LOCATED IN SOCORRO COUNTY, NEW MEXICO, ALONG INTERSTATE
 EQ0780'25 AND IS ABOUT 10.7 MILES AIR LINE NORTH OF SOCORRO, NEW MEXICO.
 EQ0780'
 EQ0780'TO REACH FROM THE JUNCTION OF CALIFORNIA AND MANZANARES STREETS IN
 EQ0780'SOCORRO, GO NORTH ON CALIFORNIA, 1.35 MILES TO AN INTERCHANGE
 EQ0780'ON-RAMP.  GO NORTH ON INTERSTATE 25, 9.4 MILES TO THE STATION ON
 EQ0780'THE LEFT.  STATION IS 104 FEET WEST OF THE SOUTHBOUND LANE OF
 EQ0780'INTERSTATE 25.
 EQ0780'
 EQ0780'STATION IS A STANDARD NMSHC BRASS DISK SET IN A CONCRETE MONUMENT
 EQ0780'AND IS STAMPED 3410635015, 1973.
 EQ0780
 EQ0780                          STATION RECOVERY (2005)
 EQ0780
 EQ0780'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 EQ0780'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0778 ***********************************************************************
 EQ0778  DESIGNATION -  3410635016
 EQ0778  PID         -  EQ0778
 EQ0778  STATE/COUNTY-  NM/SOCORRO
 EQ0778  USGS QUAD   -  LEMITAR (1971)
 EQ0778
 EQ0778                         *CURRENT SURVEY CONTROL
 EQ0778  ___________________________________________________________________
 EQ0778* NAD 83(1992)-  34 13 31.36936(N)    106 55 09.37643(W)     ADJUSTED  
 EQ0778* NAVD 88     -      1438.7    (meters)    4720.     (feet)  VERTCON   
 EQ0778  ___________________________________________________________________
 EQ0778  LAPLACE CORR-          -1.35  (seconds)                    DEFLEC99
 EQ0778  GEOID HEIGHT-         -21.88  (meters)                     GEOID03
 EQ0778
 EQ0778  HORZ ORDER  -  SECOND
 EQ0778
 EQ0778.The horizontal coordinates were established by classical geodetic methods
 EQ0778.and adjusted by the National Geodetic Survey in December 1993..
 EQ0778
 EQ0778.The NAVD 88 height was computed by applying the VERTCON shift value to
 EQ0778.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EQ0778
 EQ0778.The Laplace correction was computed from DEFLEC99 derived deflections.
 EQ0778
 EQ0778.The geoid height was determined by GEOID03.
 EQ0778
 EQ0778;                    North         East     Units Scale Factor Converg.
 EQ0778;SPC NM C     -   357,854.100   438,338.943   MT  0.99994685   -0 22 35.2
 EQ0778;SPC NM C     - 1,174,059.66  1,438,117.02   sFT  0.99994685   -0 22 35.2
 EQ0778;UTM  13      - 3,788,811.900   323,216.689   MT  0.99998525   -1 04 47.2
 EQ0778
 EQ0778!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EQ0778!SPC NM C     -   0.99977763  x   0.99994685  =   0.99972449
 EQ0778!UTM  13      -   0.99977763  x   0.99998525  =   0.99976288
 EQ0778
 EQ0778:                Primary Azimuth Mark                     Grid Az
 EQ0778:SPC NM C     -  3410635017                               018 11 39.4
 EQ0778:UTM  13      -  3410635017                               018 53 51.4
 EQ0778
 EQ0778|---------------------------------------------------------------------|
 EQ0778| PID    Reference Object                     Distance      Geod. Az  |
 EQ0778|                                                           dddmmss.s |
 EQ0778| EQ0814 3410635017                          APPROX. 3.3 KM 0174904.2 |
 EQ0778|---------------------------------------------------------------------|
 EQ0778
 EQ0778                          SUPERSEDED SURVEY CONTROL
 EQ0778
 EQ0778  NAD 83(1986)-  34 13 31.37563(N)    106 55 09.37710(W) AD(       ) 2
 EQ0778  NAD 27      -  34 13 31.13128(N)    106 55 07.27097(W) AD(       ) 2
 EQ0778  NGVD 29 (07/19/86) 1438.0    (m)         4718.     (f) VERT ANG       
 EQ0778
 EQ0778.Superseded values are not recommended for survey control.
 EQ0778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0778.See file dsdata.txt to determine how the superseded data were derived.
 EQ0778
 EQ0778_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT2321788812(NAD 83)
 EQ0778_MARKER: DD = SURVEY DISK
 EQ0778_SETTING: 0 = UNSPECIFIED SETTING
 EQ0778_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EQ0778
 EQ0778  HISTORY     - Date     Condition        Report By
 EQ0778  HISTORY     - 1973     MONUMENTED       NMHD
 EQ0778  HISTORY     - 20050524 POOR             GEOCAC
 EQ0778
 EQ0778                          STATION DESCRIPTION
 EQ0778
 EQ0778'DESCRIBED BY NM HIGHWAY DEPT 1973 (CWW)
 EQ0778'STATION IS LOCATED IN SOCORRO COUNTY, NEW MEXICO, ALONG INTERSTATE
 EQ0778'25 AND IS ABOUT 11.9 MILES AIR LINE NORTH OF SOCORRO, NEW MEXICO.
 EQ0778'
 EQ0778'TO REACH FROM THE JUNCTION OF CALIFORNIA AND MANZANARES STREETS IN
 EQ0778'SOCORRO, GO NORTH ON CALIFORNIA, 1.35 MILES TO AN INTERCHANGE
 EQ0778'ON-RAMP.  GO NORTH ON INTERSTATE 25, 10.6 MILES TO THE STATION ON
 EQ0778'THE LEFT.  STATION IS 28.1 FEET WEST OF THE NORTHBOUND LANE OF
 EQ0778'INTERSTATE 25 AND IS LOCATED AT THE SOUTH END OF A BRIDGE ON THE
 EQ0778'MEDIAN.
 EQ0778'
 EQ0778'STATION IS A STANDARD NMSHC BRASS DISK SET IN A CONCRETE MONUMENT
 EQ0778'AND IS STAMPED 3410635016, 1973.
 EQ0778
 EQ0778                          STATION RECOVERY (2005)
 EQ0778
 EQ0778'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 EQ0778'THE DISK AND MONUMENT ARE TILTED ALMOST VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0814 ***********************************************************************
 EQ0814  DESIGNATION -  3410635017
 EQ0814  PID         -  EQ0814
 EQ0814  STATE/COUNTY-  NM/SOCORRO
 EQ0814  USGS QUAD   -  SAN ACACIA (1971)
 EQ0814
 EQ0814                         *CURRENT SURVEY CONTROL
 EQ0814  ___________________________________________________________________
 EQ0814* NAD 83(1992)-  34 15 13.51882(N)    106 54 29.83665(W)     ADJUSTED  
 EQ0814* NAVD 88     -      1427.8    (meters)    4684.     (feet)  VERTCON   
 EQ0814  ___________________________________________________________________
 EQ0814  LAPLACE CORR-          -0.45  (seconds)                    DEFLEC99
 EQ0814  GEOID HEIGHT-         -21.85  (meters)                     GEOID03
 EQ0814
 EQ0814  HORZ ORDER  -  SECOND
 EQ0814
 EQ0814.The horizontal coordinates were established by classical geodetic methods
 EQ0814.and adjusted by the National Geodetic Survey in December 1993..
 EQ0814
 EQ0814.The NAVD 88 height was computed by applying the VERTCON shift value to
 EQ0814.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EQ0814
 EQ0814.The Laplace correction was computed from DEFLEC99 derived deflections.
 EQ0814
 EQ0814.The geoid height was determined by GEOID03.
 EQ0814
 EQ0814;                    North         East     Units Scale Factor Converg.
 EQ0814;SPC NM C     -   360,994.797   439,371.213   MT  0.99994530   -0 22 13.9
 EQ0814;SPC NM C     - 1,184,363.76  1,441,503.72   sFT  0.99994530   -0 22 13.9
 EQ0814;UTM  13      - 3,791,939.800   324,287.487   MT  0.99998059   -1 04 27.7
 EQ0814
 EQ0814!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EQ0814!SPC NM C     -   0.99977934  x   0.99994530  =   0.99972465
 EQ0814!UTM  13      -   0.99977934  x   0.99998059  =   0.99975993
 EQ0814
 EQ0814:                Primary Azimuth Mark                     Grid Az
 EQ0814:SPC NM C     -  3410635018                               016 04 27.0
 EQ0814:UTM  13      -  3410635018                               016 46 40.8
 EQ0814
 EQ0814|---------------------------------------------------------------------|
 EQ0814| PID    Reference Object                     Distance      Geod. Az  |
 EQ0814|                                                           dddmmss.s |
 EQ0814| EQ0813 3410635018                          APPROX. 2.9 KM 0154213.1 |
 EQ0814|---------------------------------------------------------------------|
 EQ0814
 EQ0814                          SUPERSEDED SURVEY CONTROL
 EQ0814
 EQ0814  NAD 83(1986)-  34 15 13.52498(N)    106 54 29.83713(W) AD(       ) 2
 EQ0814  NAD 27      -  34 15 13.28128(N)    106 54 27.73357(W) AD(       ) 2
 EQ0814  NGVD 29 (07/19/86) 1427.1    (m)         4682.     (f) VERT ANG       
 EQ0814
 EQ0814.Superseded values are not recommended for survey control.
 EQ0814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0814.See file dsdata.txt to determine how the superseded data were derived.
 EQ0814
 EQ0814_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT2428791940(NAD 83)
 EQ0814_MARKER: DD = SURVEY DISK
 EQ0814_SETTING: 0 = UNSPECIFIED SETTING
 EQ0814_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EQ0814
 EQ0814  HISTORY     - Date     Condition        Report By
 EQ0814  HISTORY     - 1973     MONUMENTED       NMHD
 EQ0814  HISTORY     - 20050605 MARK NOT FOUND   GEOCAC
 EQ0814
 EQ0814                          STATION DESCRIPTION
 EQ0814
 EQ0814'DESCRIBED BY NM HIGHWAY DEPT 1973 (CWW)
 EQ0814'STATION IS LOCATED IN SOCORRO COUNTY, NEW MEXICO, ALONG INTERSTATE
 EQ0814'25 AND IS ABOUT 13.9 MILES AIR LINE NORTH OF SOCORRO, NEW MEXICO.
 EQ0814'
 EQ0814'TO REACH FROM THE JUNCTION OF CALIFORNIA AND MANZANARES STREETS IN
 EQ0814'SOCORRO, GO NORTH ON CALIFORNIA, 1.35 MILES TO AN INTERCHANGE
 EQ0814'ON-RAMP.  GO NORTH ON INTERSTATE 25, 12.6 MILES TO THE STATION ON
 EQ0814'THE RIGHT.  STATION IS 94 FEET EAST OF THE NORTHBOUND LANE OF
 EQ0814'INTERSTATE 25 AND IS LOCATED AT THE SOUTHEAST END OF A FRONTAGE
 EQ0814'ROAD BRIDGE.
 EQ0814'
 EQ0814'STATION IS A STANDARD NMSHC BRASS DISK SET IN A CONCRETE MONUMENT
 EQ0814'AND IS STAMPED 3410635017, 1973.
 EQ0814
 EQ0814                          STATION RECOVERY (2005)
 EQ0814
 EQ0814'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 EQ0814'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0813 ***********************************************************************
 EQ0813  DESIGNATION -  3410635018
 EQ0813  PID         -  EQ0813
 EQ0813  STATE/COUNTY-  NM/SOCORRO
 EQ0813  USGS QUAD   -  SAN ACACIA (1971)
 EQ0813
 EQ0813                         *CURRENT SURVEY CONTROL
 EQ0813  ___________________________________________________________________
 EQ0813* NAD 83(1992)-  34 16 45.36295(N)    106 53 58.72878(W)     ADJUSTED  
 EQ0813* NAVD 88     -      1457.6    (meters)    4782.     (feet)  VERTCON   
 EQ0813  ___________________________________________________________________
 EQ0813  LAPLACE CORR-          -0.11  (seconds)                    DEFLEC99
 EQ0813  GEOID HEIGHT-         -21.83  (meters)                     GEOID03
 EQ0813
 EQ0813  HORZ ORDER  -  SECOND
 EQ0813
 EQ0813.The horizontal coordinates were established by classical geodetic methods
 EQ0813.and adjusted by the National Geodetic Survey in December 1993..
 EQ0813
 EQ0813.The NAVD 88 height was computed by applying the VERTCON shift value to
 EQ0813.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EQ0813
 EQ0813.The Laplace correction was computed from DEFLEC99 derived deflections.
 EQ0813
 EQ0813.The geoid height was determined by GEOID03.
 EQ0813
 EQ0813;                    North         East     Units Scale Factor Converg.
 EQ0813;SPC NM C     -   363,819.471   440,185.141   MT  0.99994409   -0 21 57.3
 EQ0813;SPC NM C     - 1,193,631.05  1,444,174.08   sFT  0.99994409   -0 21 57.3
 EQ0813;UTM  13      - 3,794,754.356   325,136.092   MT  0.99997692   -1 04 12.7
 EQ0813
 EQ0813!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EQ0813!SPC NM C     -   0.99977466  x   0.99994409  =   0.99971876
 EQ0813!UTM  13      -   0.99977466  x   0.99997692  =   0.99975158
 EQ0813
 EQ0813:                Primary Azimuth Mark                     Grid Az
 EQ0813:SPC NM C     -  3410635019                               018 31 16.7
 EQ0813:UTM  13      -  3410635019                               019 13 32.1
 EQ0813
 EQ0813|---------------------------------------------------------------------|
 EQ0813| PID    Reference Object                     Distance      Geod. Az  |
 EQ0813|                                                           dddmmss.s |
 EQ0813| EQ0812 3410635019                          APPROX. 3.6 KM 0180919.4 |
 EQ0813|---------------------------------------------------------------------|
 EQ0813
 EQ0813                          SUPERSEDED SURVEY CONTROL
 EQ0813
 EQ0813  NAD 83(1986)-  34 16 45.36900(N)    106 53 58.72910(W) AD(       ) 2
 EQ0813  NAD 27      -  34 16 45.12606(N)    106 53 56.62718(W) AD(       ) 2
 EQ0813  NGVD 29 (07/19/86) 1456.9    (m)         4780.     (f) VERT ANG       
 EQ0813
 EQ0813.Superseded values are not recommended for survey control.
 EQ0813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0813.See file dsdata.txt to determine how the superseded data were derived.
 EQ0813
 EQ0813_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT2513694754(NAD 83)
 EQ0813_MARKER: DD = SURVEY DISK
 EQ0813_SETTING: 0 = UNSPECIFIED SETTING
 EQ0813_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EQ0813
 EQ0813  HISTORY     - Date     Condition        Report By
 EQ0813  HISTORY     - 1973     MONUMENTED       NMHD
 EQ0813  HISTORY     - 20050524 GOOD             GEOCAC
 EQ0813
 EQ0813                          STATION DESCRIPTION
 EQ0813
 EQ0813'DESCRIBED BY NM HIGHWAY DEPT 1973 (CWW)
 EQ0813'STATION IS LOCATED IN SOCORRO COUNTY, NEW MEXICO, ALONG INTERSTATE
 EQ0813'25 AND IS ABOUT 15.7 MILES AIR LINE NORTH OF SOCORRO, NEW MEXICO.
 EQ0813'
 EQ0813'TO REACH FROM THE JUNCTION OF CALIFORNIA AND MANZANARES STREETS
 EQ0813'IN SOCORRO, GO NORTH ON CALIFORNIA, 1.35 MILES TO AN INTERCHANGE
 EQ0813'ON-RAMP.  GO NORTH ON INTERSTATE 25, 14.4 MILES TO THE STATION ON
 EQ0813'THE LEFT.  STATION IS 45 FEET WEST OF THE SOUTHBOUND LANE OF
 EQ0813'INTERSTATE 25.
 EQ0813'
 EQ0813'STATION IS A STANDARD NMSHC BRASS DISK SET IN A CONCRETE MONUMENT
 EQ0813'AND IS STAMPED 3410635018, 1973.
 EQ0813
 EQ0813                          STATION RECOVERY (2005)
 EQ0813
 EQ0813'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 EQ0813'THE STATION IS 5 FT. W OF THE RIGHT OF WAY BOUNDARY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0812 ***********************************************************************
 EQ0812  DESIGNATION -  3410635019
 EQ0812  PID         -  EQ0812
 EQ0812  STATE/COUNTY-  NM/SOCORRO
 EQ0812  USGS QUAD   -  SAN ACACIA (1971)
 EQ0812
 EQ0812                         *CURRENT SURVEY CONTROL
 EQ0812  ___________________________________________________________________
 EQ0812* NAD 83(1992)-  34 18 36.92231(N)    106 53 14.64169(W)     ADJUSTED  
 EQ0812* NAVD 88     -      1495.2    (meters)    4906.     (feet)  VERTCON   
 EQ0812  ___________________________________________________________________
 EQ0812  LAPLACE CORR-           0.19  (seconds)                    DEFLEC99
 EQ0812  GEOID HEIGHT-         -21.82  (meters)                     GEOID03
 EQ0812
 EQ0812  HORZ ORDER  -  SECOND
 EQ0812
 EQ0812.The horizontal coordinates were established by classical geodetic methods
 EQ0812.and adjusted by the National Geodetic Survey in December 1993..
 EQ0812
 EQ0812.The NAVD 88 height was computed by applying the VERTCON shift value to
 EQ0812.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EQ0812
 EQ0812.The Laplace correction was computed from DEFLEC99 derived deflections.
 EQ0812
 EQ0812.The geoid height was determined by GEOID03.
 EQ0812
 EQ0812;                    North         East     Units Scale Factor Converg.
 EQ0812;SPC NM C     -   367,249.580   441,334.267   MT  0.99994241   -0 21 33.5
 EQ0812;SPC NM C     - 1,204,884.66  1,447,944.17   sFT  0.99994241   -0 21 33.5
 EQ0812;UTM  13      - 3,798,170.180   326,327.348   MT  0.99997180   -1 03 50.9
 EQ0812
 EQ0812!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EQ0812!SPC NM C     -   0.99976876  x   0.99994241  =   0.99971118
 EQ0812!UTM  13      -   0.99976876  x   0.99997180  =   0.99974056
 EQ0812
 EQ0812:                Primary Azimuth Mark                     Grid Az
 EQ0812:SPC NM C     -  3410635020                               019 13 47.4
 EQ0812:UTM  13      -  3410635020                               019 56 04.8
 EQ0812
 EQ0812|---------------------------------------------------------------------|
 EQ0812| PID    Reference Object                     Distance      Geod. Az  |
 EQ0812|                                                           dddmmss.s |
 EQ0812| EQ0811 3410635020                          APPROX. 1.9 KM 0185213.9 |
 EQ0812|---------------------------------------------------------------------|
 EQ0812
 EQ0812                          SUPERSEDED SURVEY CONTROL
 EQ0812
 EQ0812  NAD 83(1986)-  34 18 36.92822(N)    106 53 14.64184(W) AD(       ) 2
 EQ0812  NAD 27      -  34 18 36.68684(N)    106 53 12.54076(W) AD(       ) 2
 EQ0812  NGVD 29 (07/19/86) 1494.5    (m)         4903.     (f) VERT ANG       
 EQ0812
 EQ0812.Superseded values are not recommended for survey control.
 EQ0812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0812.See file dsdata.txt to determine how the superseded data were derived.
 EQ0812
 EQ0812_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT2632798170(NAD 83)
 EQ0812_MARKER: DD = SURVEY DISK
 EQ0812_SETTING: 0 = UNSPECIFIED SETTING
 EQ0812_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EQ0812
 EQ0812  HISTORY     - Date     Condition        Report By
 EQ0812  HISTORY     - 1973     MONUMENTED       NMHD
 EQ0812  HISTORY     - 20050605 MARK NOT FOUND   GEOCAC
 EQ0812
 EQ0812                          STATION DESCRIPTION
 EQ0812
 EQ0812'DESCRIBED BY NM HIGHWAY DEPT 1973 (CWW)
 EQ0812'STATION IS LOCATED IN SOCORRO COUNTY, NEW MEXICO, ALONG INTERSTATE
 EQ0812'25 AND IS ABOUT 18.0 MILES AIR LINE NORTH OF SOCORRO, NEW MEXICO.
 EQ0812'
 EQ0812'TO REACH FROM THE JUNCTION OF CALIFORNIA AND MANZANARES STREETS IN
 EQ0812'SOCORRO, GO NORTH ON CALIFORNIA, 1.35 MILES TO AN INTERCHANGE
 EQ0812'ON-RAMP.  GO NORTH ON INTERSTATE 25, 16.7 MILES TO THE STATION ON
 EQ0812'THE RIGHT.  STATION IS 102 FEET EAST OF THE NORTHBOUND LANE OF
 EQ0812'INTERSTATE 25.
 EQ0812'
 EQ0812'STATION IS A STANDARD NMSHC BRASS DISK SET IN A CONCRETE MONUMENT
 EQ0812'AND IS STAMPED 3410635019, 1973.
 EQ0812
 EQ0812                          STATION RECOVERY (2005)
 EQ0812
 EQ0812'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 EQ0812'THE STATION WAS NOT RECOVERED AFTER 0.5 MAN HOURS OF SEARCHING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0811 ***********************************************************************
 EQ0811  DESIGNATION -  3410635020
 EQ0811  PID         -  EQ0811
 EQ0811  STATE/COUNTY-  NM/SOCORRO
 EQ0811  USGS QUAD   -  SAN ACACIA (1971)
 EQ0811
 EQ0811                         *CURRENT SURVEY CONTROL
 EQ0811  ___________________________________________________________________
 EQ0811* NAD 83(1992)-  34 19 36.60156(N)    106 52 50.05399(W)     ADJUSTED  
 EQ0811* NAVD 88     -      1501.0    (meters)    4925.     (feet)  VERTCON   
 EQ0811  ___________________________________________________________________
 EQ0811  LAPLACE CORR-           0.10  (seconds)                    DEFLEC99
 EQ0811  GEOID HEIGHT-         -21.82  (meters)                     GEOID03
 EQ0811
 EQ0811  HORZ ORDER  -  SECOND
 EQ0811
 EQ0811.The horizontal coordinates were established by classical geodetic methods
 EQ0811.and adjusted by the National Geodetic Survey in December 1993..
 EQ0811
 EQ0811.The NAVD 88 height was computed by applying the VERTCON shift value to
 EQ0811.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EQ0811
 EQ0811.The Laplace correction was computed from DEFLEC99 derived deflections.
 EQ0811
 EQ0811.The geoid height was determined by GEOID03.
 EQ0811
 EQ0811;                    North         East     Units Scale Factor Converg.
 EQ0811;SPC NM C     -   369,084.435   441,974.306   MT  0.99994149   -0 21 20.1
 EQ0811;SPC NM C     - 1,210,904.52  1,450,044.04   sFT  0.99994149   -0 21 20.1
 EQ0811;UTM  13      - 3,799,997.073   326,989.933   MT  0.99996897   -1 03 38.7
 EQ0811
 EQ0811!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EQ0811!SPC NM C     -   0.99976785  x   0.99994149  =   0.99970935
 EQ0811!UTM  13      -   0.99976785  x   0.99996897  =   0.99973682
 EQ0811
 EQ0811:                Primary Azimuth Mark                     Grid Az
 EQ0811:SPC NM C     -  3410635021                               010 09 41.8
 EQ0811:UTM  13      -  3410635021                               010 52 00.4
 EQ0811
 EQ0811|---------------------------------------------------------------------|
 EQ0811| PID    Reference Object                     Distance      Geod. Az  |
 EQ0811|                                                           dddmmss.s |
 EQ0811| EQ0810 3410635021                          APPROX. 2.2 KM 0094821.7 |
 EQ0811|---------------------------------------------------------------------|
 EQ0811
 EQ0811                          SUPERSEDED SURVEY CONTROL
 EQ0811
 EQ0811  NAD 83(1986)-  34 19 36.60739(N)    106 52 50.05403(W) AD(       ) 2
 EQ0811  NAD 27      -  34 19 36.36684(N)    106 52 47.95342(W) AD(       ) 2
 EQ0811  NGVD 29 (07/19/86) 1500.3    (m)         4922.     (f) VERT ANG       
 EQ0811
 EQ0811.Superseded values are not recommended for survey control.
 EQ0811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0811.See file dsdata.txt to determine how the superseded data were derived.
 EQ0811
 EQ0811_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT2699099997(NAD 83)
 EQ0811_MARKER: DD = SURVEY DISK
 EQ0811_SETTING: 0 = UNSPECIFIED SETTING
 EQ0811_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EQ0811
 EQ0811  HISTORY     - Date     Condition        Report By
 EQ0811  HISTORY     - 1973     MONUMENTED       NMHD
 EQ0811  HISTORY     - 20050524 GOOD             GEOCAC
 EQ0811
 EQ0811                          STATION DESCRIPTION
 EQ0811
 EQ0811'DESCRIBED BY NM HIGHWAY DEPT 1973 (CWW)
 EQ0811'STATION IS LOCATED IN SOCORRO COUNTY, NEW MEXICO, ALONG
 EQ0811'INTERSTATE 25 AND IS ABOUT 19.2 MILES AIR LINE NORTH OF
 EQ0811'SOCORRO, NEW MEXICO.
 EQ0811'
 EQ0811'TO REACH FROM THE JUNCTION OF CALIFORNIA AND MANZANARES
 EQ0811'STREETS IN SOCORRO, GO NORTH ON CALIFORNIA, 1.35 MILES
 EQ0811'TO AN INTERCHANGE ON-RAMP.  GO NORTH ON INTERSTATE 25,
 EQ0811'17.9 MILES TO THE STATION ON THE RIGHT.  STATION IS 96
 EQ0811'FEET EAST OF THE NORTHBOUND LANE OF INTERSTATE 25.
 EQ0811'
 EQ0811'STATION IS A STANDARD NMSHC BRASS DISK SET IN A CONCRETE
 EQ0811'MONUMENT AND IS STAMPED 3410635020, 1973.
 EQ0811
 EQ0811                          STATION RECOVERY (2005)
 EQ0811
 EQ0811'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 EQ0811'THE STATION IS AT THE TOP OF A SMALL HILL EAST OF I-25.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0810 ***********************************************************************
 EQ0810  DESIGNATION -  3410635021
 EQ0810  PID         -  EQ0810
 EQ0810  STATE/COUNTY-  NM/SOCORRO
 EQ0810  USGS QUAD   -  SAN ACACIA (1971)
 EQ0810
 EQ0810                         *CURRENT SURVEY CONTROL
 EQ0810  ___________________________________________________________________
 EQ0810* NAD 83(1992)-  34 20 47.56661(N)    106 52 35.26617(W)     ADJUSTED  
 EQ0810* NAVD 88     -      1462.4    (meters)    4798.     (feet)  VERTCON   
 EQ0810  ___________________________________________________________________
 EQ0810  LAPLACE CORR-          -0.17  (seconds)                    DEFLEC99
 EQ0810  GEOID HEIGHT-         -21.82  (meters)                     GEOID03
 EQ0810
 EQ0810  HORZ ORDER  -  SECOND
 EQ0810
 EQ0810.The horizontal coordinates were established by classical geodetic methods
 EQ0810.and adjusted by the National Geodetic Survey in December 1993..
 EQ0810
 EQ0810.The NAVD 88 height was computed by applying the VERTCON shift value to
 EQ0810.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EQ0810
 EQ0810.The Laplace correction was computed from DEFLEC99 derived deflections.
 EQ0810
 EQ0810.The geoid height was determined by GEOID03.
 EQ0810
 EQ0810;                    North         East     Units Scale Factor Converg.
 EQ0810;SPC NM C     -   371,268.605   442,365.793   MT  0.99994093   -0 21 12.4
 EQ0810;SPC NM C     - 1,218,070.41  1,451,328.44   sFT  0.99994093   -0 21 12.4
 EQ0810;UTM  13      - 3,802,176.317   327,408.289   MT  0.99996719   -1 03 32.2
 EQ0810
 EQ0810!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EQ0810!SPC NM C     -   0.99977390  x   0.99994093  =   0.99971485
 EQ0810!UTM  13      -   0.99977390  x   0.99996719  =   0.99974110
 EQ0810
 EQ0810:                Primary Azimuth Mark                     Grid Az
 EQ0810:SPC NM C     -  3410635022                               014 30 41.9
 EQ0810:UTM  13      -  3410635022                               015 13 01.7
 EQ0810
 EQ0810|---------------------------------------------------------------------|
 EQ0810| PID    Reference Object                     Distance      Geod. Az  |
 EQ0810|                                                           dddmmss.s |
 EQ0810| EQ0805 3410635022                          APPROX. 2.5 KM 0140929.5 |
 EQ0810|---------------------------------------------------------------------|
 EQ0810
 EQ0810                          SUPERSEDED SURVEY CONTROL
 EQ0810
 EQ0810  NAD 83(1986)-  34 20 47.57238(N)    106 52 35.26605(W) AD(       ) 2
 EQ0810  NAD 27      -  34 20 47.33271(N)    106 52 33.16555(W) AD(       ) 2
 EQ0810  NGVD 29 (07/19/86) 1461.7    (m)         4796.     (f) VERT ANG       
 EQ0810
 EQ0810.Superseded values are not recommended for survey control.
 EQ0810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0810.See file dsdata.txt to determine how the superseded data were derived.
 EQ0810
 EQ0810_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU2740802176(NAD 83)
 EQ0810_MARKER: DD = SURVEY DISK
 EQ0810_SETTING: 0 = UNSPECIFIED SETTING
 EQ0810_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EQ0810
 EQ0810  HISTORY     - Date     Condition        Report By
 EQ0810  HISTORY     - 1973     MONUMENTED       NMHD
 EQ0810  HISTORY     - 20050524 GOOD             GEOCAC
 EQ0810
 EQ0810                          STATION DESCRIPTION
 EQ0810
 EQ0810'DESCRIBED BY NM HIGHWAY DEPT 1973 (CWW)
 EQ0810'STATION IS LOCATED IN SOCORRO COUNTY, NEW MEXICO, ALONG
 EQ0810'INTERSTATE 25 AND IS ABOUT 20.6 MILES AIR LINE NORTH OF
 EQ0810'SOCORRO, NEW MEXICO.
 EQ0810'
 EQ0810'TO REACH FROM THE JUNCTION OF CALIFORNIA AND MANZANARES
 EQ0810'STREETS IN SOCORRO, GO NORTH ON CALIFORNIA, 1.35 MILES
 EQ0810'TO AN INTERCHANGE ON-RAMP.  GO NORTH ON INTERSTATE 25, 19.3
 EQ0810'MILES TO THE STATION ON THE RIGHT.  STATION IS 138 FEET EAST
 EQ0810'OF THE NORTHBOUND LANE OF INTERSTATE 25.
 EQ0810'
 EQ0810'STATION IS A STANDARD NMSHC BRASS DISK SET IN A CONCRETE
 EQ0810'MONUMENT AND IS STAMPED 3410635021, 1973.
 EQ0810
 EQ0810                          STATION RECOVERY (2005)
 EQ0810
 EQ0810'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 EQ0810'THE STATION IS AT THE TOP OF A SMALL HILL EAST OF THE ACCESS ROAD EAST
 EQ0810'OF I-25.  IT IS 4 FT. FROM THE RIGHT OF WAY BOUNDARY WIRE FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0805 ***********************************************************************
 EQ0805  DESIGNATION -  3410635022
 EQ0805  PID         -  EQ0805
 EQ0805  STATE/COUNTY-  NM/SOCORRO
 EQ0805  USGS QUAD   -  LA JOYA (1971)
 EQ0805
 EQ0805                         *CURRENT SURVEY CONTROL
 EQ0805  ___________________________________________________________________
 EQ0805* NAD 83(1992)-  34 22 05.94749(N)    106 52 11.42113(W)     ADJUSTED  
 EQ0805* NAVD 88     -      1451.01   (+/-2cm)    4760.5    (feet)  VERTCON   
 EQ0805  ___________________________________________________________________
 EQ0805  LAPLACE CORR-          -0.13  (seconds)                    DEFLEC99
 EQ0805  GEOID HEIGHT-         -21.82  (meters)                     GEOID03
 EQ0805
 EQ0805  HORZ ORDER  -  SECOND
 EQ0805  VERT ORDER  -  THIRD ? (See Below)
 EQ0805
 EQ0805.The horizontal coordinates were established by classical geodetic methods
 EQ0805.and adjusted by the National Geodetic Survey in December 1993..
 EQ0805
 EQ0805.The NAVD 88 height was computed by applying the VERTCON shift value to
 EQ0805.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EQ0805.The vertical order pertains to the NGVD 29 superseded value.
 EQ0805
 EQ0805.The Laplace correction was computed from DEFLEC99 derived deflections.
 EQ0805
 EQ0805.The geoid height was determined by GEOID03.
 EQ0805
 EQ0805;                    North         East     Units Scale Factor Converg.
 EQ0805;SPC NM C     -   373,679.870   442,989.916   MT  0.99994005   -0 20 59.7
 EQ0805;SPC NM C     - 1,225,981.37  1,453,376.08   sFT  0.99994005   -0 20 59.7
 EQ0805;UTM  13      - 3,804,579.774   328,062.079   MT  0.99996441   -1 03 20.9
 EQ0805
 EQ0805!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EQ0805!SPC NM C     -   0.99977570  x   0.99994005  =   0.99971576
 EQ0805!UTM  13      -   0.99977570  x   0.99996441  =   0.99974012
 EQ0805
 EQ0805:                Primary Azimuth Mark                     Grid Az
 EQ0805:SPC NM C     -  3410635023                               024 58 23.3
 EQ0805:UTM  13      -  3410635023                               025 40 44.5
 EQ0805
 EQ0805|---------------------------------------------------------------------|
 EQ0805| PID    Reference Object                     Distance      Geod. Az  |
 EQ0805|                                                           dddmmss.s |
 EQ0805| EQ0796 3410635023                          APPROX. 1.7 KM 0243723.6 |
 EQ0805|---------------------------------------------------------------------|
 EQ0805
 EQ0805                          SUPERSEDED SURVEY CONTROL
 EQ0805
 EQ0805  NAD 83(1986)-  34 22 05.95317(N)    106 52 11.42080(W) AD(       ) 2
 EQ0805  NAD 27      -  34 22 05.71442(N)    106 52 09.32070(W) AD(       ) 2
 EQ0805  NGVD 29 (07/19/86) 1450.27   (m)         4758.1    (f) LEVELING    3  
 EQ0805
 EQ0805.Superseded values are not recommended for survey control.
 EQ0805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0805.See file dsdata.txt to determine how the superseded data were derived.
 EQ0805
 EQ0805_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU2806204580(NAD 83)
 EQ0805_MARKER: DD = SURVEY DISK
 EQ0805_SETTING: 0 = UNSPECIFIED SETTING
 EQ0805_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EQ0805
 EQ0805  HISTORY     - Date     Condition        Report By
 EQ0805  HISTORY     - 1973     MONUMENTED       NMHD
 EQ0805  HISTORY     - 20050524 GOOD             GEOCAC
 EQ0805
 EQ0805                          STATION DESCRIPTION
 EQ0805
 EQ0805'DESCRIBED BY NM HIGHWAY DEPT 1973 (CWW)
 EQ0805'STATION IS LOCATED IN SOCORRO COUNTY, NEW MEXICO, ALONG
 EQ0805'INTERSTATE 25 AND IS ABOUT 22.1 MILES AIR LINE NORTH OF
 EQ0805'SOCORRO, NEW MEXICO.
 EQ0805'
 EQ0805'TO REACH FROM THE JUNCTION OF CALIFORNIA AND MANZANARES
 EQ0805'STREETS IN SOCORRO, GO NORTH ON CALIFORNIA, 1.35 MILES
 EQ0805'TO AN INTERCHANGE ON-RAMP.  GO NORTH ON INTERSTATE 25,
 EQ0805'20.8 MILES TO THE STATION ON THE RIGHT.  STATION IS 103 FEET
 EQ0805'EAST OF THE NORTHBOUND LANE OF INTERSTATE 25.
 EQ0805'
 EQ0805'STATION IS A STANDARD NMSHC BRASS DISK SET IN A CONCRETE
 EQ0805'MONUMENT AND IS STAMPED 3410635022, 1973.
 EQ0805
 EQ0805                          STATION RECOVERY (2005)
 EQ0805
 EQ0805'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 EQ0805'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0796 ***********************************************************************
 EQ0796  DESIGNATION -  3410635023
 EQ0796  PID         -  EQ0796
 EQ0796  STATE/COUNTY-  NM/SOCORRO
 EQ0796  USGS QUAD   -  ABEYTAS (1979)
 EQ0796
 EQ0796                         *CURRENT SURVEY CONTROL
 EQ0796  ___________________________________________________________________
 EQ0796* NAD 83(1992)-  34 22 56.36456(N)    106 51 43.54932(W)     ADJUSTED  
 EQ0796* NAVD 88     -      1454.4    (meters)    4772.     (feet)  VERTCON   
 EQ0796  ___________________________________________________________________
 EQ0796  LAPLACE CORR-           0.09  (seconds)                    DEFLEC99
 EQ0796  GEOID HEIGHT-         -21.82  (meters)                     GEOID03
 EQ0796
 EQ0796  HORZ ORDER  -  SECOND
 EQ0796
 EQ0796.The horizontal coordinates were established by classical geodetic methods
 EQ0796.and adjusted by the National Geodetic Survey in December 1993..
 EQ0796
 EQ0796.The NAVD 88 height was computed by applying the VERTCON shift value to
 EQ0796.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EQ0796
 EQ0796.The Laplace correction was computed from DEFLEC99 derived deflections.
 EQ0796
 EQ0796.The geoid height was determined by GEOID03.
 EQ0796
 EQ0796;                    North         East     Units Scale Factor Converg.
 EQ0796;SPC NM C     -   375,228.960   443,711.387   MT  0.99993904   -0 20 44.4
 EQ0796;SPC NM C     - 1,231,063.68  1,455,743.11   sFT  0.99993904   -0 20 44.4
 EQ0796;UTM  13      - 3,806,119.892   328,802.601   MT  0.99996127   -1 03 06.5
 EQ0796
 EQ0796!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EQ0796!SPC NM C     -   0.99977516  x   0.99993904  =   0.99971422
 EQ0796!UTM  13      -   0.99977516  x   0.99996127  =   0.99973644
 EQ0796
 EQ0796:                Primary Azimuth Mark                     Grid Az
 EQ0796:SPC NM C     -  3410635024                               025 02 44.0
 EQ0796:UTM  13      -  3410635024                               025 45 06.1
 EQ0796
 EQ0796|---------------------------------------------------------------------|
 EQ0796| PID    Reference Object                     Distance      Geod. Az  |
 EQ0796|                                                           dddmmss.s |
 EQ0796| EQ0795 3410635024                          APPROX. 1.4 KM 0244159.6 |
 EQ0796|---------------------------------------------------------------------|
 EQ0796
 EQ0796                          SUPERSEDED SURVEY CONTROL
 EQ0796
 EQ0796  NAD 83(1986)-  34 22 56.37011(N)    106 51 43.54886(W) AD(       ) 2
 EQ0796  NAD 27      -  34 22 56.13309(N)    106 51 41.44883(W) AD(       ) 2
 EQ0796  NGVD 29 (07/19/86) 1453.7    (m)         4769.     (f) VERT ANG       
 EQ0796
 EQ0796.Superseded values are not recommended for survey control.
 EQ0796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0796.See file dsdata.txt to determine how the superseded data were derived.
 EQ0796
 EQ0796_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU2880306120(NAD 83)
 EQ0796_MARKER: DD = SURVEY DISK
 EQ0796_SETTING: 0 = UNSPECIFIED SETTING
 EQ0796_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EQ0796
 EQ0796  HISTORY     - Date     Condition        Report By
 EQ0796  HISTORY     - 1973     MONUMENTED       NMHD
 EQ0796  HISTORY     - 20050524 GOOD             GEOCAC
 EQ0796
 EQ0796                          STATION DESCRIPTION
 EQ0796
 EQ0796'DESCRIBED BY NM HIGHWAY DEPT 1973 (CWW)
 EQ0796'STATION IS LOCATED IN SOCORRO COUNTY, NEW MEXICO, ALONG
 EQ0796'INTERSTATE 25 AND IS ABOUT 23.2 MILES AIR LINE NORTH OF
 EQ0796'SOCORRO, NEW MEXICO.
 EQ0796'
 EQ0796'TO REACH FROM THE JUNCTION OF CALIFORNIA AND MANZANARES
 EQ0796'STREETS IN SOCORRO, GO NORTH ON CALIFORNIA, 1.35 MILES TO AN
 EQ0796'INTERCHANGE ON-RAMP.  GO NORTH ON INTERSTATE 25, 21.9 MILES
 EQ0796'TO THE STATION ON THE RIGHT.  STATION IS 65 FEET EAST
 EQ0796'OF THE NORTHBOUND LANE OF INTERSTATE 25.
 EQ0796'
 EQ0796'STATION IS A STANDARD NMSHC BRASS DISK SET IN A CONCRETE
 EQ0796'MONUMENT AND IS STAMPED 3410635023, 1973.
 EQ0796
 EQ0796                          STATION RECOVERY (2005)
 EQ0796
 EQ0796'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 EQ0796'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0795 ***********************************************************************
 EQ0795  DESIGNATION -  3410635024
 EQ0795  PID         -  EQ0795
 EQ0795  STATE/COUNTY-  NM/SOCORRO
 EQ0795  USGS QUAD   -  ABEYTAS (1979)
 EQ0795
 EQ0795                         *CURRENT SURVEY CONTROL
 EQ0795  ___________________________________________________________________
 EQ0795* NAD 83(1992)-  34 23 37.04836(N)    106 51 20.97581(W)     ADJUSTED  
 EQ0795* NAVD 88     -      1449.7    (meters)    4756.     (feet)  VERTCON   
 EQ0795  ___________________________________________________________________
 EQ0795  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 EQ0795  GEOID HEIGHT-         -21.82  (meters)                     GEOID03
 EQ0795
 EQ0795  HORZ ORDER  -  SECOND
 EQ0795
 EQ0795.The horizontal coordinates were established by classical geodetic methods
 EQ0795.and adjusted by the National Geodetic Survey in December 1993..
 EQ0795
 EQ0795.The NAVD 88 height was computed by applying the VERTCON shift value to
 EQ0795.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EQ0795
 EQ0795.The Laplace correction was computed from DEFLEC99 derived deflections.
 EQ0795
 EQ0795.The geoid height was determined by GEOID03.
 EQ0795
 EQ0795;                    North         East     Units Scale Factor Converg.
 EQ0795;SPC NM C     -   376,479.019   444,295.511   MT  0.99993824   -0 20 32.0
 EQ0795;SPC NM C     - 1,235,164.91  1,457,659.52   sFT  0.99993824   -0 20 32.0
 EQ0795;UTM  13      - 3,807,362.683   329,402.101   MT  0.99995875   -1 02 54.8
 EQ0795
 EQ0795!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EQ0795!SPC NM C     -   0.99977590  x   0.99993824  =   0.99971415
 EQ0795!UTM  13      -   0.99977590  x   0.99995875  =   0.99973466
 EQ0795
 EQ0795:                Primary Azimuth Mark                     Grid Az
 EQ0795:SPC NM C     -  3410635023                               205 02 44.3
 EQ0795:UTM  13      -  3410635023                               205 45 07.1
 EQ0795
 EQ0795|---------------------------------------------------------------------|
 EQ0795| PID    Reference Object                     Distance      Geod. Az  |
 EQ0795|                                                           dddmmss.s |
 EQ0795| EQ0796 3410635023                          APPROX. 1.4 KM 2044212.3 |
 EQ0795|---------------------------------------------------------------------|
 EQ0795
 EQ0795                          SUPERSEDED SURVEY CONTROL
 EQ0795
 EQ0795  NAD 83(1986)-  34 23 37.05381(N)    106 51 20.97520(W) AD(       ) 2
 EQ0795  NAD 27      -  34 23 36.81815(N)    106 51 18.87538(W) AD(       ) 2
 EQ0795  NGVD 29 (07/19/86) 1449.0    (m)         4754.     (f) VERT ANG       
 EQ0795
 EQ0795.Superseded values are not recommended for survey control.
 EQ0795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0795.See file dsdata.txt to determine how the superseded data were derived.
 EQ0795
 EQ0795_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU2940207363(NAD 83)
 EQ0795_MARKER: DD = SURVEY DISK
 EQ0795_SETTING: 0 = UNSPECIFIED SETTING
 EQ0795_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EQ0795
 EQ0795  HISTORY     - Date     Condition        Report By
 EQ0795  HISTORY     - 1973     MONUMENTED       NMHD
 EQ0795  HISTORY     - 20050524 MARK NOT FOUND   GEOCAC
 EQ0795
 EQ0795                          STATION DESCRIPTION
 EQ0795
 EQ0795'DESCRIBED BY NM HIGHWAY DEPT 1973 (CWW)
 EQ0795'STATION IS LOCATED IN SOCORRO COUNTY, NEW MEXICO, ALONG
 EQ0795'INTERSTATE 25 AND IS ABOUT 24.0 MILES AIR LINE NORTH OF
 EQ0795'SOCORRO, NEW MEXICO.
 EQ0795'
 EQ0795'TO REACH FROM THE JUNCTION OF CALIFORNIA AND MANZANARES
 EQ0795'STREETS IN SOCORRO, GO NORTH ON CALIFORNIA, 1.35 MILES
 EQ0795'TO AN INTERCHANGE ON-RAMP.  GO NORTH ON INTERSTATE 25,
 EQ0795'22.7 MILES TO THE STATION ON THE RIGHT.  STATION IS 39 FEET
 EQ0795'EAST OF THE NORTHBOUND LANE OF INTERSTATE 25 AND RIGHT
 EQ0795'BELOW AN EXIT SIGN.
 EQ0795'
 EQ0795'STATION IS A STANDARD NMSHC BRASS DISK SET IN A CONCRETE
 EQ0795'MONUMENT AND IS STAMPED 3410635024, 1973.
 EQ0795
 EQ0795                          STATION RECOVERY (2005)
 EQ0795
 EQ0795'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 EQ0795'THERE IS NO EXIT SIGN, NOR STATION, AT THE LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0794 ***********************************************************************
 EQ0794  DESIGNATION -  3410635025
 EQ0794  PID         -  EQ0794
 EQ0794  STATE/COUNTY-  NM/SOCORRO
 EQ0794  USGS QUAD   -  ABEYTAS (1979)
 EQ0794
 EQ0794                         *CURRENT SURVEY CONTROL
 EQ0794  ___________________________________________________________________
 EQ0794* NAD 83(1992)-  34 24 20.33240(N)    106 50 54.27657(W)     ADJUSTED  
 EQ0794* NAVD 88     -      1448.6    (meters)    4753.     (feet)  VERTCON   
 EQ0794  ___________________________________________________________________
 EQ0794  LAPLACE CORR-           0.63  (seconds)                    DEFLEC99
 EQ0794  GEOID HEIGHT-         -21.83  (meters)                     GEOID03
 EQ0794
 EQ0794  HORZ ORDER  -  SECOND
 EQ0794
 EQ0794.The horizontal coordinates were established by classical geodetic methods
 EQ0794.and adjusted by the National Geodetic Survey in December 1993..
 EQ0794
 EQ0794.The NAVD 88 height was computed by applying the VERTCON shift value to
 EQ0794.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EQ0794
 EQ0794.The Laplace correction was computed from DEFLEC99 derived deflections.
 EQ0794
 EQ0794.The geoid height was determined by GEOID03.
 EQ0794
 EQ0794;                    North         East     Units Scale Factor Converg.
 EQ0794;SPC NM C     -   377,808.609   444,985.317   MT  0.99993729   -0 20 17.3
 EQ0794;SPC NM C     - 1,239,527.08  1,459,922.66   sFT  0.99993729   -0 20 17.3
 EQ0794;UTM  13      - 3,808,683.692   330,108.261   MT  0.99995578   -1 02 40.9
 EQ0794
 EQ0794!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EQ0794!SPC NM C     -   0.99977607  x   0.99993729  =   0.99971338
 EQ0794!UTM  13      -   0.99977607  x   0.99995578  =   0.99973186
 EQ0794
 EQ0794:                Primary Azimuth Mark                     Grid Az
 EQ0794:SPC NM C     -  3410635024                               207 25 15.0
 EQ0794:UTM  13      -  3410635024                               208 07 38.6
 EQ0794
 EQ0794|---------------------------------------------------------------------|
 EQ0794| PID    Reference Object                     Distance      Geod. Az  |
 EQ0794|                                                           dddmmss.s |
 EQ0794| EQ0795 3410635024                          APPROX. 1.5 KM 2070457.7 |
 EQ0794|---------------------------------------------------------------------|
 EQ0794
 EQ0794                          SUPERSEDED SURVEY CONTROL
 EQ0794
 EQ0794  NAD 83(1986)-  34 24 20.33772(N)    106 50 54.27581(W) AD(       ) 2
 EQ0794  NAD 27      -  34 24 20.10354(N)    106 50 52.17627(W) AD(       ) 2
 EQ0794  NGVD 29 (07/19/86) 1447.9    (m)         4750.     (f) VERT ANG       
 EQ0794
 EQ0794.Superseded values are not recommended for survey control.
 EQ0794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0794.See file dsdata.txt to determine how the superseded data were derived.
 EQ0794
 EQ0794_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU3010808684(NAD 83)
 EQ0794_MARKER: DD = SURVEY DISK
 EQ0794_SETTING: 0 = UNSPECIFIED SETTING
 EQ0794_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EQ0794
 EQ0794  HISTORY     - Date     Condition        Report By
 EQ0794  HISTORY     - 1973     MONUMENTED       NMHD
 EQ0794  HISTORY     - 20050524 GOOD             GEOCAC
 EQ0794
 EQ0794                          STATION DESCRIPTION
 EQ0794
 EQ0794'DESCRIBED BY NM HIGHWAY DEPT 1973 (CWW)
 EQ0794'STATION IS LOCATED IN SOCORRO COUNTY, NEW MEXICO, ALONG
 EQ0794'INTERSTATE 25 AND IS ABOUT 24.9 MILES AIR LINE NORTH OF
 EQ0794'SOCORRO, NEW MEXICO.
 EQ0794'
 EQ0794'TO REACH FROM THE JUNCTION OF CALIFORNIA AND MANZANARES
 EQ0794'STREETS IN SOCORRO, GO NORTH ON CALIFORNIA, 1.35 MILES
 EQ0794'TO AN INTERCHANGE ON-RAMP.  GO NORTH ON INTERSTATE 25,
 EQ0794'23.6 MILES TO THE STATION ON THE LEFT.  STATION IS 38 FEET
 EQ0794'WEST OF THE NORTHBOUND LANE OF INTERSTATE 25 AND IS LOCATED
 EQ0794'AT THE SOUTH END OF A BRIDGE ON THE MEDIAN.
 EQ0794'
 EQ0794'STATION IS A STANDARD NMSHC BRASS DISK SET IN A CONCRETE
 EQ0794'MONUMENT AND IS STAMPED 3410635025, 1973.
 EQ0794
 EQ0794                          STATION RECOVERY (2005)
 EQ0794
 EQ0794'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 EQ0794'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1451 ***********************************************************************
 CX1451  DESIGNATION -  346
 CX1451  PID         -  CX1451
 CX1451  STATE/COUNTY-  NM/OTERO
 CX1451  USGS QUAD   -  LOST RIVER (1982)
 CX1451
 CX1451                         *CURRENT SURVEY CONTROL
 CX1451  ___________________________________________________________________
 CX1451* NAD 83(1992)-  32 58 45.66151(N)    106 09 28.03969(W)     ADJUSTED  
 CX1451* NAVD 88     -      1247.75   (+/-2cm)    4093.7    (feet)  VERTCON   
 CX1451  ___________________________________________________________________
 CX1451  LAPLACE CORR-           5.12  (seconds)                    DEFLEC99
 CX1451  GEOID HEIGHT-         -22.79  (meters)                     GEOID03
 CX1451
 CX1451  HORZ ORDER  -  SECOND
 CX1451  VERT ORDER  -  THIRD ? (See Below)
 CX1451
 CX1451.The horizontal coordinates were established by classical geodetic methods
 CX1451.and adjusted by the National Geodetic Survey in December 1993..
 CX1451
 CX1451.The NAVD 88 height was computed by applying the VERTCON shift value to
 CX1451.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CX1451.The vertical order pertains to the NGVD 29 superseded value.
 CX1451
 CX1451.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1451
 CX1451.The geoid height was determined by GEOID03.
 CX1451
 CX1451;                    North         East     Units Scale Factor Converg.
 CX1451;SPC NM C     -   219,465.420   508,618.579   MT  0.99990092   +0 03 00.7
 CX1451;SPC NM C     -   720,029.47  1,668,692.79   sFT  0.99990092   +0 03 00.7
 CX1451;UTM  13      - 3,649,592.769   391,815.983   MT  0.99974431   -0 37 49.0
 CX1451
 CX1451!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1451!SPC NM C     -   0.99980772  x   0.99990092  =   0.99970866
 CX1451!UTM  13      -   0.99980772  x   0.99974431  =   0.99955208
 CX1451
 CX1451                          SUPERSEDED SURVEY CONTROL
 CX1451
 CX1451  NAD 83(1986)-  32 58 45.66891(N)    106 09 28.04204(W) AD(       ) 2
 CX1451  NAD 27      -  32 58 45.36050(N)    106 09 26.06480(W) AD(       ) 2
 CX1451  NGVD 29 (07/19/86) 1247.15   (m)         4091.7    (f) LEVELING    3  
 CX1451
 CX1451.Superseded values are not recommended for survey control.
 CX1451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1451.See file dsdata.txt to determine how the superseded data were derived.
 CX1451
 CX1451_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS9181649593(NAD 83)
 CX1451_MARKER: DD = SURVEY DISK
 CX1451_SETTING: 0 = UNSPECIFIED SETTING
 CX1451
 CX1451  HISTORY     - Date     Condition        Report By
 CX1451  HISTORY     - 1962     MONUMENTED       USAF
 CX1451  HISTORY     - 1968     GOOD             CGS
 CX1451
 CX1451                          STATION DESCRIPTION
 CX1451
 CX1451'DESCRIBED BY US AIR FORCE 1962
 CX1451'THE STATION BM 346 OFFSET HAFB IS ABOUT 10-1/4 MILES N-NW OF THE MAIN
 CX1451'GATE AT HOLLOMAN AIR FORCE BASE, 6.5 MILES NORTH OF THE SOUTH END OF
 CX1451'THE HOLLOMAN AIR FORCE BASE HIGH SPEED TEST TRACK, AND 1-1/2 MILES
 CX1451'WEST OF ROUTE 9.
 CX1451'
 CX1451'TO REACH THE STATION FROM THE WEST SIDE OF THE HIGH SPEED TEST
 CX1451'TRACK AT BENCH MARK O WHICH IS IN THE WEST GIRDER OF THE TRACK,
 CX1451'GO NORTH ON THE PAVED WEST TRACK ROAD FOR 6.5 MILES TO BENCH
 CX1451'MARK 346 HAFB 1962 ON THE RIGHT.  TURN LEFT AND GO WEST FOR
 CX1451'100 FEET TO THE STATION.
 CX1451'
 CX1451'BENCH MARK 346 HAFB 1962 IS A PLAIN BRONZE DISK, 2-1/2 INCHES IN
 CX1451'DIAMETER, STAMPED 346, CEMENTED IN A DRILL HOLE IN THE WEST
 CX1451'CURB OF THE TEST TRACK, AND PROJECTS 18 INCHES ABOVE THE PAVED
 CX1451'ROAD SURFACE.
 CX1451'SEE STATION BM 346 OFFSET HAFB
 CX1451
 CX1451                          STATION RECOVERY (1968)
 CX1451
 CX1451'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JBJ)
 CX1451'THE STATION IS ABOUT 10-1/4 MILES NORTH-NORTHWEST OF THE MAIN GATE
 CX1451'AT HOLLOMAN AIR FORCE BASE, 6.5 MILES NORTH OF THE SOUTH END OF THE
 CX1451'HOLLOMAN AIR FORCE BASE HIGH SPEED TEST TRACK, AND 1-1/2 MILES WEST
 CX1451'OF ROUTE 9.  IT IS IN THE WEST CURB OF THE TEST TRACK.
 CX1451'
 CX1451'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION BM 346 82
 CX1451'FT OFFSET, DISTANCE BEING (82.03 FEET) 25.0015 METERS EAST OF
 CX1451'STATION BM 346 82 FT OFFSET.  (THIS DISTANCE WAS MEASURED BY THE
 CX1451'HIGH SPEED TEST TRACK PARTY) THE MARK IS A PLAIN BRONZE DISK, 2
 CX1451'1/2 INCHES IN DIAMETER, STAMPED 346, CEMENTED IN A DRILL HOLE IN
 CX1451'THE WEST CURB OF THE TEST TRACK, AND PROJECTS 18 INCHES ABOVE THE
 CX1451'PAVED ROAD SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1468 ***********************************************************************
 CX1468  DESIGNATION -  346 82 FT OFFSET
 CX1468  PID         -  CX1468
 CX1468  STATE/COUNTY-  NM/OTERO
 CX1468  USGS QUAD   -  LOST RIVER (1982)
 CX1468
 CX1468                         *CURRENT SURVEY CONTROL
 CX1468  ___________________________________________________________________
 CX1468* NAD 83(1992)-  32 58 45.60463(N)    106 09 29.00022(W)     ADJUSTED  
 CX1468* NAVD 88     -      1245.     (meters)    4085.     (feet)  SCALED    
 CX1468  ___________________________________________________________________
 CX1468  LAPLACE CORR-           5.12  (seconds)                    DEFLEC99
 CX1468  GEOID HEIGHT-         -22.79  (meters)                     GEOID03
 CX1468
 CX1468  HORZ ORDER  -  FIRST
 CX1468
 CX1468.The horizontal coordinates were established by classical geodetic methods
 CX1468.and adjusted by the National Geodetic Survey in December 1993..
 CX1468
 CX1468.The orthometric height was scaled from a topographic map.
 CX1468
 CX1468.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1468
 CX1468.The geoid height was determined by GEOID03.
 CX1468
 CX1468;                    North         East     Units Scale Factor Converg.
 CX1468;SPC NM C     -   219,463.646   508,593.643   MT  0.99990091   +0 03 00.2
 CX1468;SPC NM C     -   720,023.65  1,668,610.98   sFT  0.99990091   +0 03 00.2
 CX1468;UTM  13      - 3,649,591.292   391,791.031   MT  0.99974437   -0 37 49.6
 CX1468
 CX1468!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1468!SPC NM C     -   0.99980821  x   0.99990091  =   0.99970914
 CX1468!UTM  13      -   0.99980821  x   0.99974437  =   0.99955263
 CX1468
 CX1468|---------------------------------------------------------------------|
 CX1468| PID    Reference Object                     Distance      Geod. Az  |
 CX1468|                                                           dddmmss.s |
 CX1468| CX1451 346                                  25.002 METERS 08559     |
 CX1468| CC6126 346 82 FT OFFSET RM 1                              08559     |
 CX1468| CX1455 SANDY                               APPROX. 7.5 KM 2360240.2 |
 CX1468| CX1454 346 OFFSET                            5.480 METERS 26559     |
 CX1468|---------------------------------------------------------------------|
 CX1468
 CX1468                          SUPERSEDED SURVEY CONTROL
 CX1468
 CX1468  NAD 83(1986)-  32 58 45.61204(N)    106 09 29.00265(W) AD(       ) 1
 CX1468  NAD 27      -  32 58 45.30365(N)    106 09 27.02518(W) AD(       ) 1
 CX1468
 CX1468.Superseded values are not recommended for survey control.
 CX1468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1468.See file dsdata.txt to determine how the superseded data were derived.
 CX1468
 CX1468_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS9179149591(NAD 83)
 CX1468_MARKER: DS = TRIANGULATION STATION DISK
 CX1468_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX1468_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CX1468
 CX1468  HISTORY     - Date     Condition        Report By
 CX1468  HISTORY     - 1968     MONUMENTED       CGS
 CX1468
 CX1468                          STATION DESCRIPTION
 CX1468
 CX1468'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JBJ)
 CX1468'THE STATION IS ABOUT 10-1/4 MILES NORTH-NORTHWEST OF THE MAIN GATE
 CX1468'AT HOLLOMAN AIR FORCE BASE, 6.5 MILES NORTH OF THE SOUTH END OF THE
 CX1468'HOLLOMAN AIR FORCE BASE HIGH SPEED TEST TRACK, AND 1.5 MILES WEST
 CX1468'OF ROUTE 9.
 CX1468'
 CX1468'TO REACH THE STATION FROM THE WEST SIDE OF THE HIGH SPEED TEST TRACK
 CX1468'AT BENCH MARK O WHICH IS IN THE WEST GIRDER OF THE TRACK, GO NORTH
 CX1468'ON THE PAVED WEST TRACK ROAD FOR 6.5 MILES TO BENCH MARK 346 HAFB
 CX1468'1962 ON THE RIGHT.  TURN LEFT AND GO WEST FOR 82 FEET TO THE STATION.
 CX1468'
 CX1468'THE STATION MARK IS A PLAIN BRONZE DISK, 2-1/2 INCHES IN DIAMETER,
 CX1468'STAMPED BM 346 82 FT OFFSET 1968, SET IN THE TOP OF A ROUND CONCRETE
 CX1468'POST, 12 INCHES IN DIAMETER, THAT PROJECTS 18 INCHES ABOVE THE
 CX1468'GROUND.  THE POINT IS IDENTIFIED BY A SCRIBED X NEAR THE CENTER OF
 CX1468'THE DISK.
 CX1468'
 CX1468'BENCH MARK 346 HAFB 1962 IS A PLAIN BRONZE DISK, 2-1/2 INCHES IN
 CX1468'DIAMETER, STAMPED 346, CEMENTED IN A DRILL HOLE IN THE WEST CURB OF
 CX1468'THE TEST TRACK, AND PROJECTS 18 INCHES ABOVE THE PAVED ROAD
 CX1468'SURFACE.  THE POINT IS IDENTIFIED BY A SCRIBED X NEAR THE CENTER OF
 CX1468'THE DISK.
 CX1468'
 CX1468'BENCH MARK 346 OFFSET HAFB 1962 IS A PLAIN BRONZE DISK, 3-1/2 INCHES
 CX1468'IN DIAMETER, STAMPED BM 346 OFFSET TMS 1960, SET IN THE TOP OF A
 CX1468'15-INCH SQUARE CONCRETE POST, THAT PROJECTS 5 INCHES ABOVE THE
 CX1468'GROUND.  THE POINT IS IDENTIFIED BY A SCRIBED X NEAR THE CENTER OF
 CX1468'THE DISK.
 CX1468'
 CX1468'BENCH MARK 346 OFFSET RM 1 1962 IS A STANDARD DISK, STAMPED BM 346
 CX1468'OFFSET NO 1 1962, SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES
 CX1468'IN DIAMETER, THAT PROJECTS 6 INCHES ABOVE THE GROUND.  IT IS 221
 CX1468'FEET EAST OF THE EAST RAIL OF THE TEST TRACK.
 CX1468'
 CX1468'AN UNDERGROUND MARK WAS NOT SET AS THIS MARK WAS ESTABLISHED FOR AN
 CX1468'ALIGNMENT MARKER FOR THE HIGH SPEED TEST TRACK.
 CX1468'
 CX1468'ALL OBJECTS IN THE BOX SCORE WERE OBSERVED FROM A 4 FOOT STAND AND
 CX1468'THE MAIN SCHEME LINES WERE OBSERVED FROM A 77 FOOT STEEL TOWER.
 CX1468'
 CX1468'RESULTS OF A FIRST ORDER TRAVERSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1454 ***********************************************************************
 CX1454  DESIGNATION -  346 OFFSET
 CX1454  PID         -  CX1454
 CX1454  STATE/COUNTY-  NM/OTERO
 CX1454  USGS QUAD   -  LOST RIVER (1982)
 CX1454
 CX1454                         *CURRENT SURVEY CONTROL
 CX1454  ___________________________________________________________________
 CX1454* NAD 83(1992)-  32 58 45.59217(N)    106 09 29.21077(W)     ADJUSTED  
 CX1454* NAVD 88     -      1248.31   (+/-2cm)    4095.5    (feet)  VERTCON   
 CX1454  ___________________________________________________________________
 CX1454  LAPLACE CORR-           5.11  (seconds)                    DEFLEC99
 CX1454  GEOID HEIGHT-         -22.79  (meters)                     GEOID03
 CX1454
 CX1454  HORZ ORDER  -  FIRST
 CX1454  VERT ORDER  -  THIRD ? (See Below)
 CX1454
 CX1454.The horizontal coordinates were established by classical geodetic methods
 CX1454.and adjusted by the National Geodetic Survey in December 1993..
 CX1454
 CX1454.The NAVD 88 height was computed by applying the VERTCON shift value to
 CX1454.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CX1454.The vertical order pertains to the NGVD 29 superseded value.
 CX1454
 CX1454.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1454
 CX1454.The geoid height was determined by GEOID03.
 CX1454
 CX1454;                    North         East     Units Scale Factor Converg.
 CX1454;SPC NM C     -   219,463.257   508,588.177   MT  0.99990091   +0 03 00.1
 CX1454;SPC NM C     -   720,022.37  1,668,593.04   sFT  0.99990091   +0 03 00.1
 CX1454;UTM  13      - 3,649,590.968   391,785.562   MT  0.99974439   -0 37 49.7
 CX1454
 CX1454!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1454!SPC NM C     -   0.99980763  x   0.99990091  =   0.99970856
 CX1454!UTM  13      -   0.99980763  x   0.99974439  =   0.99955207
 CX1454
 CX1454|---------------------------------------------------------------------|
 CX1454| PID    Reference Object                     Distance      Geod. Az  |
 CX1454|                                                           dddmmss.s |
 CX1454| CX1451 346                                  30.482 METERS 08559     |
 CX1454| CX1457 346 OFFSET RM 1                     100.001 METERS 08559     |
 CX1454| CX1433 HOLLOMAN AFB ATLAS AREA TANK        APPROX.10.7 KM 1272737.1 |
 CX1454| CX1445 HOLLOMAN AFB WATER TANK             APPROX.14.5 KM 1543659.0 |
 CX1454| CX1440 HOLLOMAN AFB CONTROL TOWER          APPROX.16.7 KM 1580545.7 |
 CX1454|---------------------------------------------------------------------|
 CX1454
 CX1454                          SUPERSEDED SURVEY CONTROL
 CX1454
 CX1454  NAD 83(1986)-  32 58 45.59958(N)    106 09 29.21304(W) AD(       ) 1
 CX1454  NAD 27      -  32 58 45.29120(N)    106 09 27.23560(W) AD(       ) 1
 CX1454  NGVD 29 (07/19/86) 1247.71   (m)         4093.5    (f) LEVELING    3  
 CX1454
 CX1454.Superseded values are not recommended for survey control.
 CX1454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1454.See file dsdata.txt to determine how the superseded data were derived.
 CX1454
 CX1454_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS9178649591(NAD 83)
 CX1454_MARKER: DB = BENCH MARK DISK
 CX1454_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX1454_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CX1454_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX1454+STABILITY: SURFACE MOTION
 CX1454
 CX1454  HISTORY     - Date     Condition        Report By
 CX1454  HISTORY     - 1960     MONUMENTED       CGS
 CX1454  HISTORY     - 1962     GOOD             USAF
 CX1454  HISTORY     - 1962     GOOD             CGS
 CX1454  HISTORY     - 1968     GOOD             CGS
 CX1454  HISTORY     - 1968     GOOD             CGS
 CX1454
 CX1454                          STATION DESCRIPTION
 CX1454
 CX1454'DESCRIBED BY US AIR FORCE 1962 (WRH)
 CX1454'STATION IS LOCATED IN HOLLOMAN AIR FORCE BASE, ABOUT 11 MILES
 CX1454'NORTHWEST OF THE MAIN GATE, ABOUT 6-1/2 MILES NORTH-NORTHWEST
 CX1454'OF THE TRACK OPERATION CENTER AND ON THE WEST SIDE AT THE NORTH
 CX1454'END OF TEST TRACK.
 CX1454'
 CX1454'TO REACH FROM TRACK OPERATION CENTER WHICH IS ABOUT 5-1/2 MILES
 CX1454'NORTHWEST OF THE MAIN GATE, GO SOUTHWEST ON MAIN SURFACED ROAD FOR
 CX1454'0.5 MILE TO CROSSROAD, CONTINUE STRAIGHT AHEAD (SOUTHWEST) 0.15
 CX1454'MILE TO FORK, CONTINUE STRAIGHT AHEAD SOUTHWEST FOR 0.15 MILE
 CX1454'TO A SIDE ROAD RIGHT, TURN RIGHT AND GO NORTHERLY AROUND WEST
 CX1454'SIDE OF OBSERVATION BUILDING NO. 1177 FOR 0.05 MILE TO TRACK,
 CX1454'CONTINUE NORTH ALONG TEST TRACK FOR 6-1/2 MILES TO NORTH END OF
 CX1454'TRACK AND STATION 100 FEET WEST OF WEST RAIL OF TEST TRACK
 CX1454'AND 0.05 MILE SOUTH OF NORTH END OF TRACK.
 CX1454'
 CX1454'STATION MARK IS A 2-1/2 INCH BRONZE DISK STAMPED BM 346 OFFSET
 CX1454'TMS 1960, IS SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST
 CX1454'WHICH PROJECTS ABOUT 12 INCHES ABOVE THE SAND SURFACE.  THE MARK
 CX1454'IS 100.8 FEET WEST OF THE WEST RAIL OF TEST TRACK.  THIS MARK
 CX1454'WAS ESTABLISHED BY THE TECHNICAL MEASUREMENT SECTION TEST TRACK
 CX1454'DIVISION.
 CX1454'
 CX1454'REFERENCE MARK 1, A STANDARD REFERENCE DISK STAMPED BM 346 OFFSET
 CX1454'NO 1 1962, IS SET IN THE TOP OF A CONCRETE CYLINDER WHICH PROJECTS
 CX1454'ABOUT 4 INCHES ABOVE THE SURFACE OF THE GROUND.  THE MARK IS 220
 CX1454'FEET EAST OF TE EAST RAIL OF TEST TRACK.
 CX1454'
 CX1454'BM 346, IS A 2-1/2 INCH BRONZE DISK STAMPED 346, IS SET IN A
 CX1454'DRILL HOLE ON THE WEST CURB OF THE WEST RAIL OF TEST TRACK.  THE
 CX1454'MARK IS 7 INCHES WEST OF CENTER OF RAIL AND PROJECTS ABOUT 20
 CX1454'INCHES ABOVE THE ROAD SURFACE.  THIS MARK WAS ESTABLISHED BY
 CX1454'USGS FOR TRACK ALIGNMENT.
 CX1454'
 CX1454'A TRAVERSE CONNECTION WAS MADE TO R.M. NO. 1 AND THE DISTANCE
 CX1454'IS 100.00 METERS OR 328.08 FEET.
 CX1454'
 CX1454'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 CX1454
 CX1454                          STATION RECOVERY (1962)
 CX1454
 CX1454'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (WTJ)
 CX1454'RECOVERED IN GOOD CONDITION AS DESCRIBED BY W.R.H., 1962.  A
 CX1454'77 BILBY SURVEY TOWER IS STILL IN PLACE OVER THE STATION.
 CX1454
 CX1454                          STATION RECOVERY (1968)
 CX1454
 CX1454'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JBJ)
 CX1454'THE STATION MARK, BM 346 CGS , AND BM 346 OFFSET RM 1 WERE RECOVERED
 CX1454'IN GOOD CONDITION.  HOWEVER, THE STATION MARK HAS BEEN REINFORCED,
 CX1454'THE TEST TRACK HAS BEEN EXTENDED, AND THE DIAMETER OF THE STATION
 CX1454'DISK IS 3-1/2 INCHES INSTEAD OF 2-1/2 INCHES AS NOTED IN THE
 CX1454'1962 DESCRIPTION.  THIS STATION WAS NOT OCCUPIED.  A TRVERSE
 CX1454'CONNECTION WAS MADE TO BM 346 82 FT OFFSET BY THE HIGH SPEED
 CX1454'TEST TRACK PARTY.  FOLLOWING IS A COMPLETE NEW DESCRIPTION.
 CX1454'
 CX1454'THE STATION IS ABOUT 10-1/4 MILES NORTH-NORTHWEST OF THE MAIN GATE
 CX1454'AT HOLLOMAN AIR FORCE BASE, 6.5 MILES NORTH OF THE SOUTH END OF
 CX1454'THE HOLLOMAN AIR FORCE BASE HIGH SPEED TEST TRACK, AND 1-1/2 MILES
 CX1454'WEST OF ROUTE 9.
 CX1454'
 CX1454'TO REACH THE STATION FROM THE WEST SIDE OF THE HIGH SPEED TEST
 CX1454'TRACK AT BENCH MARK O WHICH IS IN THE WEST GIRDER OF THE TRACK,
 CX1454'GO NORTH ON THE PAVED WEST TRACK ROAD FOR 6.5 MILES TO BENCH
 CX1454'MARK 346 CGS  1962 ON THE RIGHT.  TURN LEFT AND GO WEST FOR
 CX1454'100 FEET TO THE STATION.
 CX1454'
 CX1454'THE STATION MARK IS A PLAIN BRONZE DISK, 3-1/2 INCHES IN DIAMETER,
 CX1454'STAMPED BM 346 OFFSET TMS 1960, SET IN THE TOP OF A 15-INCH SQUARE
 CX1454'CONCRETE POST, THAT PROJECTS 5 INCHES ABOVE THE GROUND.  THIS
 CX1454'MARK WAS ESTABLISHED BY THE TECHNICAL MEASUREMENT SECTION TEST
 CX1454'TRACK DIVISION.
 CX1454'
 CX1454'BENCH MARK 346 OFFSET RM 1 IS A STANDARD DISK, STAMPED BM 346
 CX1454'OFFSET NO 1 1962, SET IN THE TOP OF A ROUND CONCRETE POST, 12
 CX1454'INCHES IN DIAMETER, THAT PROJECTS 6 INCHES ABOVE THE GROUND.
 CX1454'IT IS 221 FEET EAST OF THE EAST RAIL OF THE TEST TRACK.
 CX1454'
 CX1454'BENCH MARK 346 CGS  1962 IS A PLAIN BRONZE DISK, 2-1/2 INCHES IN
 CX1454'DIAMETER, STAMPED 346, CEMENTED IN A DRILL HOLE IN THE WEST
 CX1454'CURB OF THE TEST TRACK, AND PROJECTS 18 INCHES ABOVE THE PAVED
 CX1454'ROAD SURFACE.
 CX1454'
 CX1454'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ON HOLLOMAN
 CX1454'AIR FORCE BASE
 CX1454
 CX1454                          STATION RECOVERY (1968)
 CX1454
 CX1454'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JBJ)
 CX1454'THE STATION IS ABOUT 10-1/4 MILES NORTH-NORTHWEST OF THE MAIN GATE
 CX1454'AT HOLLOMAN AIR FORCE BASE, 6.5 MILES NORTH OF THE SOUTH END OF THE
 CX1454'HOLLOMAN AIR FORCE BASE HIGH SPEED TEST TRACK, AND 1-1/2 MILES WEST
 CX1454'OF ROUTE 9.  IT IS 100 FEET WEST OF THE WEST RAIL OF THE TEST
 CX1454'TRACK.
 CX1454'
 CX1454'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION BM 346
 CX1454'82 FT OFFSET, DISTANCE BEING (17.98 FEET) 5.4793 METERS WEST OF
 CX1454'STATION BM 346 82 FT OFFSET.  (THIS DISTANCE MEASURED BY THE HIGH
 CX1454'SPEED TEST TRACK PARTY) THE MARK IS A PLAIN BRONZE DISK, 3-1/2
 CX1454'INCHES IN DIAMETER, STAMPED BM 346 OFFSET TMS 1960, SET IN THE TOP
 CX1454'OF A 15-INCH SQUARE CONCRETE POST, THAT PROJECTS 5 INCHES ABOVE
 CX1454'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1457 ***********************************************************************
 CX1457  DESIGNATION -  346 OFFSET RM 1
 CX1457  PID         -  CX1457
 CX1457  STATE/COUNTY-  NM/OTERO
 CX1457  USGS QUAD   -  LOST RIVER (1982)
 CX1457
 CX1457                         *CURRENT SURVEY CONTROL
 CX1457  ___________________________________________________________________
 CX1457* NAD 83(1992)-  32 58 45.81972(N)    106 09 25.36890(W)     ADJUSTED  
 CX1457* NAVD 88     -      1251.     (meters)    4104.     (feet)  VERTCON   
 CX1457  ___________________________________________________________________
 CX1457  LAPLACE CORR-           5.13  (seconds)                    DEFLEC99
 CX1457  GEOID HEIGHT-         -22.79  (meters)                     GEOID03
 CX1457
 CX1457  HORZ ORDER  -  SECOND
 CX1457
 CX1457.The horizontal coordinates were established by classical geodetic methods
 CX1457.and adjusted by the National Geodetic Survey in December 1993..
 CX1457
 CX1457.The NAVD 88 height was computed by applying the VERTCON shift value to
 CX1457.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CX1457
 CX1457.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1457
 CX1457.The geoid height was determined by GEOID03.
 CX1457
 CX1457;                    North         East     Units Scale Factor Converg.
 CX1457;SPC NM C     -   219,470.354   508,687.916   MT  0.99990093   +0 03 02.2
 CX1457;SPC NM C     -   720,045.65  1,668,920.27   sFT  0.99990093   +0 03 02.2
 CX1457;UTM  13      - 3,649,596.879   391,885.362   MT  0.99974412   -0 37 47.6
 CX1457
 CX1457!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1457!SPC NM C     -   0.99980727  x   0.99990093  =   0.99970822
 CX1457!UTM  13      -   0.99980727  x   0.99974412  =   0.99955144
 CX1457
 CX1457                          SUPERSEDED SURVEY CONTROL
 CX1457
 CX1457  NAD 83(1986)-  32 58 45.82716(N)    106 09 25.37086(W) AD(       ) 2
 CX1457  NAD 27      -  32 58 45.51870(N)    106 09 23.39460(W) AD(       ) 2
 CX1457  NGVD 29 (07/19/86) 1250.     (m)         4101.     (f) VERT ANG       
 CX1457
 CX1457.Superseded values are not recommended for survey control.
 CX1457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1457.See file dsdata.txt to determine how the superseded data were derived.
 CX1457
 CX1457_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS9188549597(NAD 83)
 CX1457_MARKER: DS = TRIANGULATION STATION DISK
 CX1457_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX1457_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CX1457_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX1457+STABILITY: SURFACE MOTION
 CX1457
 CX1457  HISTORY     - Date     Condition        Report By
 CX1457  HISTORY     - 1962     MONUMENTED       USAF
 CX1457
 CX1457                          STATION DESCRIPTION
 CX1457
 CX1457'DESCRIBED BY US AIR FORCE 1962
 CX1457'THE STATION BM 346 OFFSET HAFB IS ABOUT 10-1/4 MILES N-NW OF THE MAIN
 CX1457'GATE AT HOLLOMAN AIR FORCE BASE, 6.5 MILES NORTH OF THE SOUTH END OF
 CX1457'THE HOLLOMAN AIR FORCE BASE HIGH SPEED TEST TRACK, AND 1-1/2 MILES
 CX1457'WEST OF ROUTE 9.
 CX1457'
 CX1457'TO REACH THE STATION FROM THE WEST SIDE OF THE HIGH SPEED TEST
 CX1457'TRACK AT BENCH MARK O WHICH IS IN THE WEST GIRDER OF THE TRACK,
 CX1457'GO NORTH ON THE PAVED WEST TRACK ROAD FOR 6.5 MILES TO BENCH
 CX1457'MARK 346 HAFB 1962 ON THE RIGHT.  TURN LEFT AND GO WEST FOR
 CX1457'100 FEET TO THE STATION.
 CX1457'
 CX1457'BENCH MARK 346 OFFSET RM 1 IS A STANDARD DISK, STAMPED BM 346
 CX1457'OFFSET NO 1 1962, SET IN THE TOP OF A ROUND CONCRETE POST, 12
 CX1457'INCHES IN DIAMETER, THAT PROJECTS 6 INCHES ABOVE THE GROUND.
 CX1457'IT IS 221 FEET EAST OF THE EAST RAIL OF THE TEST TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0974 ***********************************************************************
 FM0974  DESIGNATION -  3510325001
 FM0974  PID         -  FM0974
 FM0974  STATE/COUNTY-  NM/QUAY
 FM0974  USGS QUAD   -  SAN JON NW (1982)
 FM0974
 FM0974                         *CURRENT SURVEY CONTROL
 FM0974  ___________________________________________________________________
 FM0974* NAD 83(1992)-  35 10 19.54065(N)    103 29 29.34839(W)     ADJUSTED  
 FM0974* NAVD 88     -      1210.36   (+/-2cm)    3971.0    (feet)  VERTCON   
 FM0974  ___________________________________________________________________
 FM0974  LAPLACE CORR-          -1.06  (seconds)                    DEFLEC99
 FM0974  GEOID HEIGHT-         -23.44  (meters)                     GEOID03
 FM0974
 FM0974  HORZ ORDER  -  SECOND
 FM0974  VERT ORDER  -  THIRD ? (See Below)
 FM0974
 FM0974.The horizontal coordinates were established by classical geodetic methods
 FM0974.and adjusted by the National Geodetic Survey in December 1993..
 FM0974
 FM0974.The NAVD 88 height was computed by applying the VERTCON shift value to
 FM0974.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FM0974.The vertical order pertains to the NGVD 29 superseded value.
 FM0974
 FM0974.The Laplace correction was computed from DEFLEC99 derived deflections.
 FM0974
 FM0974.The geoid height was determined by GEOID03.
 FM0974
 FM0974;                    North         East     Units Scale Factor Converg.
 FM0974;SPC NM E     -   462,993.587   241,683.449   MT  0.99998154   +0 29 05.8
 FM0974;SPC NM E     - 1,519,004.79    792,923.12   sFT  0.99998154   +0 29 05.8
 FM0974;UTM  13      - 3,893,169.811   637,370.987   MT  0.99983257   +0 52 08.7
 FM0974
 FM0974!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FM0974!SPC NM E     -   0.99981373  x   0.99998154  =   0.99979527
 FM0974!UTM  13      -   0.99981373  x   0.99983257  =   0.99964633
 FM0974
 FM0974                          SUPERSEDED SURVEY CONTROL
 FM0974
 FM0974  NAD 83(1986)-  35 10 19.54794(N)    103 29 29.34145(W) AD(       ) 2
 FM0974  NAD 27      -  35 10 19.34133(N)    103 29 27.49546(W) AD(       ) 2
 FM0974  NGVD 29 (07/19/86) 1209.78   (m)         3969.1    (f) LEVELING    3  
 FM0974
 FM0974.Superseded values are not recommended for survey control.
 FM0974.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0974.See file dsdata.txt to determine how the superseded data were derived.
 FM0974
 FM0974_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFU3737193170(NAD 83)
 FM0974_MARKER: DD = SURVEY DISK
 FM0974_SETTING: 0 = UNSPECIFIED SETTING
 FM0974_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FM0974
 FM0974  HISTORY     - Date     Condition        Report By
 FM0974  HISTORY     - 1972     MONUMENTED       NMHD
 FM0974
 FM0974                          STATION DESCRIPTION
 FM0974
 FM0974'DESCRIBED BY NM HIGHWAY DEPT 1972 (CWW)
 FM0974'STATION IS LOCATED IN QUAY COUNTY, NEW MEXICO, ALONG INTERSTATE
 FM0974'40 AND IS ABOUT 13.3 MILES AIR LINE EAST OF TUCUMCARI, NEW MEXICO.
 FM0974'
 FM0974'TO REACH FROM THE JUNCTION OF U.S. 66 AND FIRST STREETS
 FM0974'IN TUCUMCARI GO EAST ON U.S. 66, 13.3 MILES TO THE STATION ON THE
 FM0974'LEFT.  STATION IS 136 FEET SOUTH OF THE CENTERLINE OF OLD U.S. 66.
 FM0974'
 FM0974'STATION IS A STANDARD NMSHC BRASS DISK SET IN A CONCRETE MONUMENT
 FM0974'AND IS STAMPED 3510325001, 1972.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0973 ***********************************************************************
 FM0973  DESIGNATION -  3510325002
 FM0973  PID         -  FM0973
 FM0973  STATE/COUNTY-  NM/QUAY
 FM0973  USGS QUAD   -  SAN JON NW (1982)
 FM0973
 FM0973                         *CURRENT SURVEY CONTROL
 FM0973  ___________________________________________________________________
 FM0973* NAD 83(1992)-  35 09 21.61160(N)    103 27 55.38091(W)     ADJUSTED  
 FM0973* NAVD 88     -      1218.4    (meters)    3997.     (feet)  VERTCON   
 FM0973  ___________________________________________________________________
 FM0973  LAPLACE CORR-          -0.74  (seconds)                    DEFLEC99
 FM0973  GEOID HEIGHT-         -23.47  (meters)                     GEOID03
 FM0973
 FM0973  HORZ ORDER  -  SECOND
 FM0973
 FM0973.The horizontal coordinates were established by classical geodetic methods
 FM0973.and adjusted by the National Geodetic Survey in December 1993..
 FM0973
 FM0973.The NAVD 88 height was computed by applying the VERTCON shift value to
 FM0973.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FM0973
 FM0973.The Laplace correction was computed from DEFLEC99 derived deflections.
 FM0973
 FM0973.The geoid height was determined by GEOID03.
 FM0973
 FM0973;                    North         East     Units Scale Factor Converg.
 FM0973;SPC NM E     -   461,228.880   244,076.709   MT  0.99998613   +0 29 59.3
 FM0973;SPC NM E     - 1,513,215.08    800,775.00   sFT  0.99998613   +0 29 59.3
 FM0973;UTM  13      - 3,891,421.443   639,775.668   MT  0.99984078   +0 53 01.6
 FM0973
 FM0973!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FM0973!SPC NM E     -   0.99981248  x   0.99998613  =   0.99979861
 FM0973!UTM  13      -   0.99981248  x   0.99984078  =   0.99965329
 FM0973
 FM0973                          SUPERSEDED SURVEY CONTROL
 FM0973
 FM0973  NAD 83(1986)-  35 09 21.61856(N)    103 27 55.37408(W) AD(       ) 2
 FM0973  NAD 27      -  35 09 21.40975(N)    103 27 53.53223(W) AD(       ) 2
 FM0973  NGVD 29 (07/19/86) 1217.8    (m)         3995.     (f) VERT ANG       
 FM0973
 FM0973.Superseded values are not recommended for survey control.
 FM0973.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0973.See file dsdata.txt to determine how the superseded data were derived.
 FM0973
 FM0973_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFU3977691421(NAD 83)
 FM0973_MARKER: DD = SURVEY DISK
 FM0973_SETTING: 0 = UNSPECIFIED SETTING
 FM0973_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FM0973
 FM0973  HISTORY     - Date     Condition        Report By
 FM0973  HISTORY     - 1972     MONUMENTED       NMHD
 FM0973
 FM0973                          STATION DESCRIPTION
 FM0973
 FM0973'DESCRIBED BY NM HIGHWAY DEPT 1972 (CWW)
 FM0973'STATION IS LOCATED IN QUAY COUNTY, NEW MEXICO, ALONG INTERSTATE
 FM0973'40 AND IS ABOUT 14.9 MILES AIR LINE EAST OF TUCUMCARI, NEW MEXICO.
 FM0973'
 FM0973'TO REACH FROM THE JUNCTION OF U.S. 66 AND FIRST STREETS IN
 FM0973'TUCUMCARI GO EAST ON U.S. 66, 14.9 MILES TO THE STATION ON THE
 FM0973'LEFT.  STATION IS 171 FEET NORTH OF THE CENTERLINE OF OLD
 FM0973'U.S. 66.  STATION IS CEMENTED IN A DRILL HOLE ON A SMALL ROCK
 FM0973'OUTCROP.
 FM0973'
 FM0973'STATION IS A STANDARD NMSHC BRASS DISK SET IN A CEMENTED DRILL
 FM0973'HOLE AND IS STAMPED 3510325002, 1972.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0972 ***********************************************************************
 FM0972  DESIGNATION -  3510325003
 FM0972  PID         -  FM0972
 FM0972  STATE/COUNTY-  NM/QUAY
 FM0972  USGS QUAD   -  SAN JON NW (1982)
 FM0972
 FM0972                         *CURRENT SURVEY CONTROL
 FM0972  ___________________________________________________________________
 FM0972* NAD 83(1992)-  35 08 51.06298(N)    103 26 48.18691(W)     ADJUSTED  
 FM0972* NAVD 88     -      1220.7    (meters)    4005.     (feet)  VERTCON   
 FM0972  ___________________________________________________________________
 FM0972  LAPLACE CORR-          -0.67  (seconds)                    DEFLEC99
 FM0972  GEOID HEIGHT-         -23.48  (meters)                     GEOID03
 FM0972
 FM0972  HORZ ORDER  -  SECOND
 FM0972
 FM0972.The horizontal coordinates were established by classical geodetic methods
 FM0972.and adjusted by the National Geodetic Survey in December 1993..
 FM0972
 FM0972.The NAVD 88 height was computed by applying the VERTCON shift value to
 FM0972.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FM0972
 FM0972.The Laplace correction was computed from DEFLEC99 derived deflections.
 FM0972
 FM0972.The geoid height was determined by GEOID03.
 FM0972
 FM0972;                    North         East     Units Scale Factor Converg.
 FM0972;SPC NM E     -   460,302.486   245,785.664   MT  0.99998950   +0 30 37.6
 FM0972;SPC NM E     - 1,510,175.74    806,381.80   sFT  0.99998950   +0 30 37.6
 FM0972;UTM  13      - 3,890,506.653   641,490.545   MT  0.99984673   +0 53 39.6
 FM0972
 FM0972!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FM0972!SPC NM E     -   0.99981212  x   0.99998950  =   0.99980162
 FM0972!UTM  13      -   0.99981212  x   0.99984673  =   0.99965888
 FM0972
 FM0972                          SUPERSEDED SURVEY CONTROL
 FM0972
 FM0972  NAD 83(1986)-  35 08 51.06983(N)    103 26 48.18006(W) AD(       ) 2
 FM0972  NAD 27      -  35 08 50.86029(N)    103 26 46.34132(W) AD(       ) 2
 FM0972  NGVD 29 (07/19/86) 1220.1    (m)         4003.     (f) VERT ANG       
 FM0972
 FM0972.Superseded values are not recommended for survey control.
 FM0972.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0972.See file dsdata.txt to determine how the superseded data were derived.
 FM0972
 FM0972_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFU4149190507(NAD 83)
 FM0972_MARKER: DD = SURVEY DISK
 FM0972_SETTING: 0 = UNSPECIFIED SETTING
 FM0972_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FM0972
 FM0972  HISTORY     - Date     Condition        Report By
 FM0972  HISTORY     - 1972     MONUMENTED       NMHD
 FM0972
 FM0972                          STATION DESCRIPTION
 FM0972
 FM0972'DESCRIBED BY NM HIGHWAY DEPT 1972 (CWW)
 FM0972'STATION IS LOCATED IN QUAY COUNTY, NEW MEXICO, ALONG INTERSTATE
 FM0972'40 AND IS ABOUT 16.1 MILES AIR LINE EAST OF TUCUMCARI, NEW MEXICO.
 FM0972'
 FM0972'TO REACH FROM THE JUNCTION OF U.S. 66 AND FIRST STREETS IN
 FM0972'TUCUMCARI GO EAST ON U.S. 66, 16.1 MILES TO THE STATION ON THE
 FM0972'RIGHT.  STATION IS 126 FEET SOUTH OF THE CENTERLINE OF OLD U.S. 66.
 FM0972'
 FM0972'STATION IS A STANDARD NMSHC BRASS DISK SET IN A CONCRETE MONUMENT
 FM0972'AND IS STAMPED 3510325003, 1972.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0971 ***********************************************************************
 FM0971  DESIGNATION -  3510325004
 FM0971  PID         -  FM0971
 FM0971  STATE/COUNTY-  NM/QUAY
 FM0971  USGS QUAD   -  SAN JON NW (1982)
 FM0971
 FM0971                         *CURRENT SURVEY CONTROL
 FM0971  ___________________________________________________________________
 FM0971* NAD 83(1992)-  35 08 19.97012(N)    103 25 32.02233(W)     ADJUSTED  
 FM0971* NAVD 88     -      1217.4    (meters)    3994.     (feet)  VERTCON   
 FM0971  ___________________________________________________________________
 FM0971  LAPLACE CORR-          -0.69  (seconds)                    DEFLEC99
 FM0971  GEOID HEIGHT-         -23.50  (meters)                     GEOID03
 FM0971
 FM0971  HORZ ORDER  -  SECOND
 FM0971
 FM0971.The horizontal coordinates were established by classical geodetic methods
 FM0971.and adjusted by the National Geodetic Survey in December 1993..
 FM0971
 FM0971.The NAVD 88 height was computed by applying the VERTCON shift value to
 FM0971.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FM0971
 FM0971.The Laplace correction was computed from DEFLEC99 derived deflections.
 FM0971
 FM0971.The geoid height was determined by GEOID03.
 FM0971
 FM0971;                    North         East     Units Scale Factor Converg.
 FM0971;SPC NM E     -   459,361.706   247,722.203   MT  0.99999340   +0 31 21.0
 FM0971;SPC NM E     - 1,507,089.20    812,735.26   sFT  0.99999340   +0 31 21.0
 FM0971;UTM  13      - 3,889,579.000   643,433.070   MT  0.99985355   +0 54 22.8
 FM0971
 FM0971!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FM0971!SPC NM E     -   0.99981264  x   0.99999340  =   0.99980604
 FM0971!UTM  13      -   0.99981264  x   0.99985355  =   0.99966621
 FM0971
 FM0971                          SUPERSEDED SURVEY CONTROL
 FM0971
 FM0971  NAD 83(1986)-  35 08 19.97685(N)    103 25 32.01545(W) AD(       ) 2
 FM0971  NAD 27      -  35 08 19.76638(N)    103 25 30.18017(W) AD(       ) 2
 FM0971  NGVD 29 (07/19/86) 1216.8    (m)         3992.     (f) VERT ANG       
 FM0971
 FM0971.Superseded values are not recommended for survey control.
 FM0971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0971.See file dsdata.txt to determine how the superseded data were derived.
 FM0971
 FM0971_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFU4343389579(NAD 83)
 FM0971_MARKER: DD = SURVEY DISK
 FM0971_SETTING: 0 = UNSPECIFIED SETTING
 FM0971_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FM0971
 FM0971  HISTORY     - Date     Condition        Report By
 FM0971  HISTORY     - 1972     MONUMENTED       NMHD
 FM0971
 FM0971                          STATION DESCRIPTION
 FM0971
 FM0971'DESCRIBED BY NM HIGHWAY DEPT 1972 (CWW)
 FM0971'STATION IS LOCATED IN QUAY COUNTY, NEW MEXICO, ALONG INTERSTATE
 FM0971'40 AND IS ABOUT 17.5 MILES AIR LINE EAST OF TUCUMCARI, NEW MEXICO.
 FM0971'
 FM0971'TO REACH FROM THE JUNCTION OF U.S. 66 AND FIRST STREETS IN
 FM0971'TUCUMCARI GO EAST ON U.S. 66, 17.5 MILES TO THE STATION ON THE
 FM0971'RIGHT.  STATION IS 125 FEET SOUTH OF THE CENTERLINE OF OLD U.S. 66.
 FM0971'
 FM0971'STATION IS A STANDARD NMSHC BRASS DISK SET IN A CONCRETE
 FM0971'MONUMENT AND IS STAMPED 3510325004, 1972.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0970 ***********************************************************************
 FM0970  DESIGNATION -  3510325005
 FM0970  PID         -  FM0970
 FM0970  STATE/COUNTY-  NM/QUAY
 FM0970  USGS QUAD   -  SAN JON NW (1982)
 FM0970
 FM0970                         *CURRENT SURVEY CONTROL
 FM0970  ___________________________________________________________________
 FM0970* NAD 83(1992)-  35 07 38.80286(N)    103 23 51.38679(W)     ADJUSTED  
 FM0970* NAVD 88     -      1218.4    (meters)    3997.     (feet)  VERTCON   
 FM0970  ___________________________________________________________________
 FM0970  LAPLACE CORR-          -0.78  (seconds)                    DEFLEC99
 FM0970  GEOID HEIGHT-         -23.52  (meters)                     GEOID03
 FM0970
 FM0970  HORZ ORDER  -  SECOND
 FM0970
 FM0970.The horizontal coordinates were established by classical geodetic methods
 FM0970.and adjusted by the National Geodetic Survey in December 1993..
 FM0970
 FM0970.The NAVD 88 height was computed by applying the VERTCON shift value to
 FM0970.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FM0970
 FM0970.The Laplace correction was computed from DEFLEC99 derived deflections.
 FM0970
 FM0970.The geoid height was determined by GEOID03.
 FM0970
 FM0970;                    North         East     Units Scale Factor Converg.
 FM0970;SPC NM E     -   458,116.681   250,281.587   MT  0.99999870   +0 32 18.4
 FM0970;SPC NM E     - 1,503,004.48    821,132.17   sFT  0.99999870   +0 32 18.4
 FM0970;UTM  13      - 3,888,351.316   646,000.382   MT  0.99986271   +0 55 19.8
 FM0970
 FM0970!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FM0970!SPC NM E     -   0.99981248  x   0.99999870  =   0.99981118
 FM0970!UTM  13      -   0.99981248  x   0.99986271  =   0.99967522
 FM0970
 FM0970                          SUPERSEDED SURVEY CONTROL
 FM0970
 FM0970  NAD 83(1986)-  35 07 38.80948(N)    103 23 51.37990(W) AD(       ) 2
 FM0970  NAD 27      -  35 07 38.59767(N)    103 23 49.54882(W) AD(       ) 2
 FM0970  NGVD 29 (07/19/86) 1217.8    (m)         3995.     (f) VERT ANG       
 FM0970
 FM0970.Superseded values are not recommended for survey control.
 FM0970.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0970.See file dsdata.txt to determine how the superseded data were derived.
 FM0970
 FM0970_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFU4600088351(NAD 83)
 FM0970_MARKER: DD = SURVEY DISK
 FM0970_SETTING: 0 = UNSPECIFIED SETTING
 FM0970_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FM0970
 FM0970  HISTORY     - Date     Condition        Report By
 FM0970  HISTORY     - 1972     MONUMENTED       NMHD
 FM0970
 FM0970                          STATION DESCRIPTION
 FM0970
 FM0970'DESCRIBED BY NM HIGHWAY DEPT 1972 (CWW)
 FM0970'STATION IS LOCATED IN QUAY COUNTY, NEW MEXICO, ALONG INTERSTATE
 FM0970'40 AND IS ABOUT 19.3 MILES AIR LINE EAST OF TUCUMCARI, NEW MEXICO.
 FM0970'
 FM0970'TO REACH FROM THE JUNCTION OF U.S. 66 AND FIRST STREETS IN
 FM0970'TUCUMCARI GO EAST ON U.S. 66, 19.3 MILES TO THE STATION ON THE
 FM0970'RIGHT.  STATION IS 126 FEET SOUTH OF THE CENTERLINE OF OLD U.S. 66.
 FM0970'
 FM0970'STATION IS A STANDARD NMSHC BRASS DISK SET IN A CONCRETE MONUMENT
 FM0970'AND IS STAMPED 3510325005, 1972.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0967 ***********************************************************************
 FM0967  DESIGNATION -  3510325006
 FM0967  PID         -  FM0967
 FM0967  STATE/COUNTY-  NM/QUAY
 FM0967  USGS QUAD   -  SAN JON (1981)
 FM0967
 FM0967                         *CURRENT SURVEY CONTROL
 FM0967  ___________________________________________________________________
 FM0967* NAD 83(1992)-  35 06 55.15503(N)    103 22 04.69057(W)     ADJUSTED  
 FM0967* NAVD 88     -      1226.3    (meters)    4023.     (feet)  VERTCON   
 FM0967  ___________________________________________________________________
 FM0967  LAPLACE CORR-          -1.01  (seconds)                    DEFLEC99
 FM0967  GEOID HEIGHT-         -23.54  (meters)                     GEOID03
 FM0967
 FM0967  HORZ ORDER  -  SECOND
 FM0967
 FM0967.The horizontal coordinates were established by classical geodetic methods
 FM0967.and adjusted by the National Geodetic Survey in December 1993..
 FM0967
 FM0967.The NAVD 88 height was computed by applying the VERTCON shift value to
 FM0967.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FM0967
 FM0967.The Laplace correction was computed from DEFLEC99 derived deflections.
 FM0967
 FM0967.The geoid height was determined by GEOID03.
 FM0967
 FM0967;                    North         East     Units Scale Factor Converg.
 FM0967;SPC NM E     -   456,797.412   252,995.890   MT  1.00000449   +0 33 19.2
 FM0967;SPC NM E     - 1,498,676.18    830,037.35   sFT  1.00000449   +0 33 19.2
 FM0967;UTM  13      - 3,887,050.427   648,723.093   MT  0.99987260   +0 56 20.2
 FM0967
 FM0967!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FM0967!SPC NM E     -   0.99981125  x   1.00000449  =   0.99981574
 FM0967!UTM  13      -   0.99981125  x   0.99987260  =   0.99968387
 FM0967
 FM0967                          SUPERSEDED SURVEY CONTROL
 FM0967
 FM0967  NAD 83(1986)-  35 06 55.16152(N)    103 22 04.68365(W) AD(       ) 2
 FM0967  NAD 27      -  35 06 54.94856(N)    103 22 02.85680(W) AD(       ) 2
 FM0967  NGVD 29 (07/19/86) 1225.7    (m)         4021.     (f) VERT ANG       
 FM0967
 FM0967.Superseded values are not recommended for survey control.
 FM0967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0967.See file dsdata.txt to determine how the superseded data were derived.
 FM0967
 FM0967_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFU4872387050(NAD 83)
 FM0967_MARKER: DD = SURVEY DISK
 FM0967_SETTING: 0 = UNSPECIFIED SETTING
 FM0967_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FM0967
 FM0967  HISTORY     - Date     Condition        Report By
 FM0967  HISTORY     - 1972     MONUMENTED       NMHD
 FM0967
 FM0967                          STATION DESCRIPTION
 FM0967
 FM0967'DESCRIBED BY NM HIGHWAY DEPT 1972 (CWW)
 FM0967'STATION IS LOCATED IN QUAY COUNTY, NEW MEXICO, ALONG INTERSTATE
 FM0967'40 AND IS ABOUT 21.1 MILES AIR LINE EAST OF TUCUMCARI, NEW MEXICO.
 FM0967'
 FM0967'TO REACH FROM THE JUNCTION OF U.S. 66 AND FIRST STREETS IN
 FM0967'TUCUMCARI GO EAST ON U.S. 66, 21.1 MILES TO THE STATION ON THE
 FM0967'RIGHT.  STATION IS 126 FEET SOUTH OF THE CENTERLINE OF OLD U.S. 66.
 FM0967'
 FM0967'STATION IS A STANDARD NMSHC BRASS DISK SET IN A CONCRETE MONUMENT
 FM0967'AND IS STAMPED 3510325006, 1972.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0966 ***********************************************************************
 FM0966  DESIGNATION -  3510325007
 FM0966  PID         -  FM0966
 FM0966  STATE/COUNTY-  NM/QUAY
 FM0966  USGS QUAD   -  SAN JON (1981)
 FM0966
 FM0966                         *CURRENT SURVEY CONTROL
 FM0966  ___________________________________________________________________
 FM0966* NAD 83(1992)-  35 06 23.39833(N)    103 20 44.80849(W)     ADJUSTED  
 FM0966* NAVD 88     -      1228.40   (+/-2cm)    4030.2    (feet)  VERTCON   
 FM0966  ___________________________________________________________________
 FM0966  LAPLACE CORR-          -1.29  (seconds)                    DEFLEC99
 FM0966  GEOID HEIGHT-         -23.56  (meters)                     GEOID03
 FM0966
 FM0966  HORZ ORDER  -  SECOND
 FM0966  VERT ORDER  -  THIRD ? (See Below)
 FM0966
 FM0966.The horizontal coordinates were established by classical geodetic methods
 FM0966.and adjusted by the National Geodetic Survey in December 1993..
 FM0966
 FM0966.The NAVD 88 height was computed by applying the VERTCON shift value to
 FM0966.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FM0966.The vertical order pertains to the NGVD 29 superseded value.
 FM0966
 FM0966.The Laplace correction was computed from DEFLEC99 derived deflections.
 FM0966
 FM0966.The geoid height was determined by GEOID03.
 FM0966
 FM0966;                    North         East     Units Scale Factor Converg.
 FM0966;SPC NM E     -   455,838.624   255,028.299   MT  1.00000895   +0 34 04.7
 FM0966;SPC NM E     - 1,495,530.55    836,705.34   sFT  1.00000895   +0 34 04.7
 FM0966;UTM  13      - 3,886,105.389   650,761.609   MT  0.99988012   +0 57 05.5
 FM0966
 FM0966!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FM0966!SPC NM E     -   0.99981092  x   1.00000895  =   0.99981987
 FM0966!UTM  13      -   0.99981092  x   0.99988012  =   0.99969106
 FM0966
 FM0966                          SUPERSEDED SURVEY CONTROL
 FM0966
 FM0966  NAD 83(1986)-  35 06 23.40474(N)    103 20 44.80153(W) AD(       ) 2
 FM0966  NAD 27      -  35 06 23.19143(N)    103 20 42.97788(W) AD(       ) 2
 FM0966  NGVD 29 (07/19/86) 1227.82   (m)         4028.3    (f) LEVELING    3  
 FM0966
 FM0966.Superseded values are not recommended for survey control.
 FM0966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0966.See file dsdata.txt to determine how the superseded data were derived.
 FM0966
 FM0966_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFU5076286105(NAD 83)
 FM0966_MARKER: DD = SURVEY DISK
 FM0966_SETTING: 0 = UNSPECIFIED SETTING
 FM0966_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FM0966
 FM0966  HISTORY     - Date     Condition        Report By
 FM0966  HISTORY     - 1972     MONUMENTED       NMHD
 FM0966
 FM0966                          STATION DESCRIPTION
 FM0966
 FM0966'DESCRIBED BY NM HIGHWAY DEPT 1972 (CWW)
 FM0966'STATION IS LOCATED IN QUAY COUNTY, NEW MEXICO, ALONG INTERSTATE
 FM0966'40 AND IS ABOUT 22.5 MILES AIR LINE EAST OF TUCUMCARI, NEW MEXICO.
 FM0966'
 FM0966'TO REACH FROM THE JUNCTION OF U.S. 66 AND FIRST STREETS IN
 FM0966'TUCUMCARI GO EAST ON U.S. 66, 22.5 MILES TO THE STATION ON THE
 FM0966'RIGHT.  STATION IS 127 FEET SOUTH OF THE CENTERLINE OF OLD U.S. 66.
 FM0966'
 FM0966'STATION IS A STANDARD NMSHC BRASS DISK SET IN A CONCRETE MONUMENT
 FM0966'AND IS STAMPED 3510325007, 1972.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0965 ***********************************************************************
 FM0965  DESIGNATION -  3510325008
 FM0965  PID         -  FM0965
 FM0965  STATE/COUNTY-  NM/QUAY
 FM0965  USGS QUAD   -  SAN JON (1981)
 FM0965
 FM0965                         *CURRENT SURVEY CONTROL
 FM0965  ___________________________________________________________________
 FM0965* NAD 83(1992)-  35 06 22.76709(N)    103 19 07.55070(W)     ADJUSTED  
 FM0965* NAVD 88     -      1228.77   (+/-2cm)    4031.4    (feet)  VERTCON   
 FM0965  ___________________________________________________________________
 FM0965  LAPLACE CORR-          -1.45  (seconds)                    DEFLEC99
 FM0965  GEOID HEIGHT-         -23.58  (meters)                     GEOID03
 FM0965
 FM0965  HORZ ORDER  -  SECOND
 FM0965  VERT ORDER  -  THIRD ? (See Below)
 FM0965
 FM0965.The horizontal coordinates were established by classical geodetic methods
 FM0965.and adjusted by the National Geodetic Survey in December 1993..
 FM0965
 FM0965.The NAVD 88 height was computed by applying the VERTCON shift value to
 FM0965.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FM0965.The vertical order pertains to the NGVD 29 superseded value.
 FM0965
 FM0965.The Laplace correction was computed from DEFLEC99 derived deflections.
 FM0965
 FM0965.The geoid height was determined by GEOID03.
 FM0965
 FM0965;                    North         East     Units Scale Factor Converg.
 FM0965;SPC NM E     -   455,843.922   257,491.447   MT  1.00001449   +0 35 00.7
 FM0965;SPC NM E     - 1,495,547.93    844,786.52   sFT  1.00001449   +0 35 00.7
 FM0965;UTM  13      - 3,886,127.173   653,224.355   MT  0.99988935   +0 58 01.4
 FM0965
 FM0965!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FM0965!SPC NM E     -   0.99981086  x   1.00001449  =   0.99982535
 FM0965!UTM  13      -   0.99981086  x   0.99988935  =   0.99970023
 FM0965
 FM0965                          SUPERSEDED SURVEY CONTROL
 FM0965
 FM0965  NAD 83(1986)-  35 06 22.77343(N)    103 19 07.54370(W) AD(       ) 2
 FM0965  NAD 27      -  35 06 22.56107(N)    103 19 05.72308(W) AD(       ) 2
 FM0965  NGVD 29 (07/19/86) 1228.19   (m)         4029.5    (f) LEVELING    3  
 FM0965
 FM0965.Superseded values are not recommended for survey control.
 FM0965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0965.See file dsdata.txt to determine how the superseded data were derived.
 FM0965
 FM0965_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFU5322486127(NAD 83)
 FM0965_MARKER: DD = SURVEY DISK
 FM0965_SETTING: 0 = UNSPECIFIED SETTING
 FM0965_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FM0965
 FM0965  HISTORY     - Date     Condition        Report By
 FM0965  HISTORY     - 1972     MONUMENTED       NMHD
 FM0965
 FM0965                          STATION DESCRIPTION
 FM0965
 FM0965'DESCRIBED BY NM HIGHWAY DEPT 1972 (CWW)
 FM0965'STATION IS LOCATED IN QUAY COUNTY, NEW MEXICO, ALONG INTERSTATE
 FM0965'40 AND IS ABOUT 23.9 MILES AIR LINE EAST OF TUCUMCARI, NEW MEXICO.
 FM0965'
 FM0965'TO REACH FROM THE JUNCTION OF U.S. 66 AND FIRST STREETS IN
 FM0965'TUCUMCARI GO EAST ON U.S. 66, 23.9 MILES TO THE STATION ON THE
 FM0965'LEFT.  STATION IS 24 FEET NORTH OF THE CENTERLINE OF OLD
 FM0965'U.S. 66.  STATION IS DIRECTLY IN FRONT OF THE PORT OF ENTRY.
 FM0965'
 FM0965'STATION IS A STANDARD NMSHC BRASS DISK SET IN A CONCRETE MONUMENT
 FM0965'AND IS STAMPED 3510325008, 1972.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0964 ***********************************************************************
 FM0964  DESIGNATION -  3510325009
 FM0964  PID         -  FM0964
 FM0964  STATE/COUNTY-  NM/QUAY
 FM0964  USGS QUAD   -  SAN JON (1981)
 FM0964
 FM0964                         *CURRENT SURVEY CONTROL
 FM0964  ___________________________________________________________________
 FM0964* NAD 83(1992)-  35 06 35.29732(N)    103 17 45.22487(W)     ADJUSTED  
 FM0964* NAVD 88     -      1220.17   (+/-2cm)    4003.2    (feet)  VERTCON   
 FM0964  ___________________________________________________________________
 FM0964  LAPLACE CORR-          -1.60  (seconds)                    DEFLEC99
 FM0964  GEOID HEIGHT-         -23.59  (meters)                     GEOID03
 FM0964
 FM0964  HORZ ORDER  -  SECOND
 FM0964  VERT ORDER  -  THIRD ? (See Below)
 FM0964
 FM0964.The horizontal coordinates were established by classical geodetic methods
 FM0964.and adjusted by the National Geodetic Survey in December 1993..
 FM0964
 FM0964.The NAVD 88 height was computed by applying the VERTCON shift value to
 FM0964.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FM0964.The vertical order pertains to the NGVD 29 superseded value.
 FM0964
 FM0964.The Laplace correction was computed from DEFLEC99 derived deflections.
 FM0964
 FM0964.The geoid height was determined by GEOID03.
 FM0964
 FM0964;                    North         East     Units Scale Factor Converg.
 FM0964;SPC NM E     -   456,251.530   259,572.251   MT  1.00001928   +0 35 48.2
 FM0964;SPC NM E     - 1,496,885.23    851,613.29   sFT  1.00001928   +0 35 48.2
 FM0964;UTM  13      - 3,886,548.649   655,302.126   MT  0.99989725   +0 58 49.1
 FM0964
 FM0964!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FM0964!SPC NM E     -   0.99981221  x   1.00001928  =   0.99983149
 FM0964!UTM  13      -   0.99981221  x   0.99989725  =   0.99970948
 FM0964
 FM0964                          SUPERSEDED SURVEY CONTROL
 FM0964
 FM0964  NAD 83(1986)-  35 06 35.30359(N)    103 17 45.21792(W) AD(       ) 2
 FM0964  NAD 27      -  35 06 35.09227(N)    103 17 43.39885(W) AD(       ) 2
 FM0964  NGVD 29 (07/19/86) 1219.59   (m)         4001.3    (f) LEVELING    3  
 FM0964
 FM0964.Superseded values are not recommended for survey control.
 FM0964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0964.See file dsdata.txt to determine how the superseded data were derived.
 FM0964
 FM0964_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFU5530286549(NAD 83)
 FM0964_MARKER: DD = SURVEY DISK
 FM0964_SETTING: 0 = UNSPECIFIED SETTING
 FM0964_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FM0964
 FM0964  HISTORY     - Date     Condition        Report By
 FM0964  HISTORY     - 1972     MONUMENTED       NMHD
 FM0964
 FM0964                          STATION DESCRIPTION
 FM0964
 FM0964'DESCRIBED BY NM HIGHWAY DEPT 1972 (CWW)
 FM0964'STATION IS LOCATED IN QUAY COUNTY, NEW MEXICO, ALONG INTERSTATE
 FM0964'40 AND IS ABOUT 25.3 MILES AIR LINE EAST OF TUCUMCARI, NEW MEXICO.
 FM0964'
 FM0964'TO REACH FROM THE JUNCTION OF U.S. 66 AND FIRST STREETS IN
 FM0964'TUCUMCARI GO EAST ON U.S. 66, 25.3 MILES TO THE STATION ON THE
 FM0964'RIGHT.  STATION IS 70 FEET SOUTH OF THE CENTERLINE OF OLD U.S. 66.
 FM0964'
 FM0964'STATION IS A STANDARD NMSHC BRASS DISK SET IN A CONCRETE MONUMENT
 FM0964'AND IS STAMPED 3510325009, 1972.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0963 ***********************************************************************
 FM0963  DESIGNATION -  3510325010
 FM0963  PID         -  FM0963
 FM0963  STATE/COUNTY-  NM/QUAY
 FM0963  USGS QUAD   -  SAN JON (1981)
 FM0963
 FM0963                         *CURRENT SURVEY CONTROL
 FM0963  ___________________________________________________________________
 FM0963* NAD 83(1992)-  35 06 53.16669(N)    103 16 42.80315(W)     ADJUSTED  
 FM0963* NAVD 88     -      1218.3    (meters)    3997.     (feet)  VERTCON   
 FM0963  ___________________________________________________________________
 FM0963  LAPLACE CORR-          -1.72  (seconds)                    DEFLEC99
 FM0963  GEOID HEIGHT-         -23.60  (meters)                     GEOID03
 FM0963
 FM0963  HORZ ORDER  -  SECOND
 FM0963
 FM0963.The horizontal coordinates were established by classical geodetic methods
 FM0963.and adjusted by the National Geodetic Survey in December 1993..
 FM0963
 FM0963.The NAVD 88 height was computed by applying the VERTCON shift value to
 FM0963.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FM0963
 FM0963.The Laplace correction was computed from DEFLEC99 derived deflections.
 FM0963
 FM0963.The geoid height was determined by GEOID03.
 FM0963
 FM0963;                    North         East     Units Scale Factor Converg.
 FM0963;SPC NM E     -   456,818.800   261,147.127   MT  1.00002298   +0 36 24.4
 FM0963;SPC NM E     - 1,498,746.35    856,780.20   sFT  1.00002298   +0 36 24.4
 FM0963;UTM  13      - 3,887,126.381   656,872.979   MT  0.99990329   +0 59 25.5
 FM0963
 FM0963!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FM0963!SPC NM E     -   0.99981251  x   1.00002298  =   0.99983549
 FM0963!UTM  13      -   0.99981251  x   0.99990329  =   0.99971582
 FM0963
 FM0963                          SUPERSEDED SURVEY CONTROL
 FM0963
 FM0963  NAD 83(1986)-  35 06 53.17291(N)    103 16 42.79625(W) AD(       ) 2
 FM0963  NAD 27      -  35 06 52.96267(N)    103 16 40.97827(W) AD(       ) 2
 FM0963  NGVD 29 (07/19/86) 1217.7    (m)         3995.     (f) VERT ANG       
 FM0963
 FM0963.Superseded values are not recommended for survey control.
 FM0963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0963.See file dsdata.txt to determine how the superseded data were derived.
 FM0963
 FM0963_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFU5687387126(NAD 83)
 FM0963_MARKER: DD = SURVEY DISK
 FM0963_SETTING: 0 = UNSPECIFIED SETTING
 FM0963_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FM0963
 FM0963  HISTORY     - Date     Condition        Report By
 FM0963  HISTORY     - 1972     MONUMENTED       NMHD
 FM0963
 FM0963                          STATION DESCRIPTION
 FM0963
 FM0963'DESCRIBED BY NM HIGHWAY DEPT 1972 (CWW)
 FM0963'STATION IS LOCATED IN QUAY COUNTY, NEW MEXICO, ALONG INTERSTATE
 FM0963'40 AND IS ABOUT 26.3 MILES AIR LINE EAST OF TUCUMCARI, NEW MEXICO.
 FM0963'
 FM0963'TO REACH FROM THE JUNCTION OF U.S. 66 AND FIRST STREETS IN
 FM0963'TUCUMCARI GO EAST ON U.S. 66, 26.3 MILES TO THE STATION ON THE
 FM0963'LEFT.  STATION IS 129 FEET NORTH OF THE CENTERLINE OF OLD U.S. 66.
 FM0963'
 FM0963'STATION IS A STANDARD NMSHC BRASS DISK SET IN A CONCRETE MONUMENT
 FM0963'AND IS STAMPED 3510325010, 1972.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0962 ***********************************************************************
 FM0962  DESIGNATION -  3510325011
 FM0962  PID         -  FM0962
 FM0962  STATE/COUNTY-  NM/QUAY
 FM0962  USGS QUAD   -  SAN JON (1981)
 FM0962
 FM0962                         *CURRENT SURVEY CONTROL
 FM0962  ___________________________________________________________________
 FM0962* NAD 83(1992)-  35 07 21.87960(N)    103 15 12.31673(W)     ADJUSTED  
 FM0962* NAVD 88     -      1231.5    (meters)    4040.     (feet)  VERTCON   
 FM0962  ___________________________________________________________________
 FM0962  LAPLACE CORR-          -1.93  (seconds)                    DEFLEC99
 FM0962  GEOID HEIGHT-         -23.61  (meters)                     GEOID03
 FM0962
 FM0962  HORZ ORDER  -  SECOND
 FM0962
 FM0962.The horizontal coordinates were established by classical geodetic methods
 FM0962.and adjusted by the National Geodetic Survey in December 1993..
 FM0962
 FM0962.The NAVD 88 height was computed by applying the VERTCON shift value to
 FM0962.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FM0962
 FM0962.The Laplace correction was computed from DEFLEC99 derived deflections.
 FM0962
 FM0962.The geoid height was determined by GEOID03.
 FM0962
 FM0962;                    North         East     Units Scale Factor Converg.
 FM0962;SPC NM E     -   457,728.186   263,428.790   MT  1.00002845   +0 37 16.9
 FM0962;SPC NM E     - 1,501,729.89    864,265.96   sFT  1.00002845   +0 37 16.9
 FM0962;SPC TX N     - 1,125,970.758    40,193.287   MT  0.99992407   -1 00 58.2
 FM0962;SPC TX N     - 3,694,122.40    131,867.48   sFT  0.99992407   -1 00 58.2
 FM0962;UTM  13      - 3,888,050.916   659,148.232   MT  0.99991216   +1 00 18.3
 FM0962
 FM0962!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FM0962!SPC NM E     -   0.99981044  x   1.00002845  =   0.99983889
 FM0962!SPC TX N     -   0.99981044  x   0.99992407  =   0.99973453
 FM0962!UTM  13      -   0.99981044  x   0.99991216  =   0.99972262
 FM0962
 FM0962                          SUPERSEDED SURVEY CONTROL
 FM0962
 FM0962  NAD 83(1986)-  35 07 21.88574(N)    103 15 12.30986(W) AD(       ) 2
 FM0962  NAD 27      -  35 07 21.67705(N)    103 15 10.49385(W) AD(       ) 2
 FM0962  NGVD 29 (07/19/86) 1230.9    (m)         4038.     (f) VERT ANG       
 FM0962
 FM0962.Superseded values are not recommended for survey control.
 FM0962.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0962.See file dsdata.txt to determine how the superseded data were derived.
 FM0962
 FM0962_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFU5914888051(NAD 83)
 FM0962_MARKER: DD = SURVEY DISK
 FM0962_SETTING: 0 = UNSPECIFIED SETTING
 FM0962_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FM0962
 FM0962  HISTORY     - Date     Condition        Report By
 FM0962  HISTORY     - 1974     MONUMENTED       NMHD
 FM0962
 FM0962                          STATION DESCRIPTION
 FM0962
 FM0962'DESCRIBED BY NM HIGHWAY DEPT 1974 (CWW)
 FM0962'STATION IS LOCATED IN QUAY COUNTY, NEW MEXICO, ALONG INTERSTATE
 FM0962'40 AND IS ABOUT 27.8 MILES AIR LINE EAST OF TUCUMCARI, NEW
 FM0962'MEXICO.
 FM0962'
 FM0962'TO REACH FROM THE JUNCTION OF U.S. 66 AND FIRST STREET IN
 FM0962'TUCUMCARI GO EAST ON U.S. 66, 27.8 MILES TO THE STATION ON THE
 FM0962'LEFT.  STATION IS 126 FEET NORTH OF THE CENTERLINE OF OLD U.S. 66.
 FM0962'
 FM0962'STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION DISK
 FM0962'SET IN A CONCRETE MONUMENT AND STAMPED 3510325011, RESET 1974.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0959 ***********************************************************************
 FM0959  DESIGNATION -  3510325012
 FM0959  PID         -  FM0959
 FM0959  STATE/COUNTY-  NM/QUAY
 FM0959  USGS QUAD   -  BARD (1982)
 FM0959
 FM0959                         *CURRENT SURVEY CONTROL
 FM0959  ___________________________________________________________________
 FM0959* NAD 83(1992)-  35 07 52.94820(N)    103 13 42.69733(W)     ADJUSTED  
 FM0959* NAVD 88     -      1223.3    (meters)    4013.     (feet)  VERTCON   
 FM0959  ___________________________________________________________________
 FM0959  LAPLACE CORR-          -1.99  (seconds)                    DEFLEC99
 FM0959  GEOID HEIGHT-         -23.63  (meters)                     GEOID03
 FM0959
 FM0959  HORZ ORDER  -  SECOND
 FM0959
 FM0959.The horizontal coordinates were established by classical geodetic methods
 FM0959.and adjusted by the National Geodetic Survey in December 1993..
 FM0959
 FM0959.The NAVD 88 height was computed by applying the VERTCON shift value to
 FM0959.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FM0959
 FM0959.The Laplace correction was computed from DEFLEC99 derived deflections.
 FM0959
 FM0959.The geoid height was determined by GEOID03.
 FM0959
 FM0959;                    North         East     Units Scale Factor Converg.
 FM0959;SPC NM E     -   458,710.508   265,687.254   MT  1.00003399   +0 38 08.9
 FM0959;SPC NM E     - 1,504,952.72    871,675.60   sFT  1.00003399   +0 38 08.9
 FM0959;SPC TX N     - 1,126,888.040    42,478.654   MT  0.99992331   -1 00 06.3
 FM0959;SPC TX N     - 3,697,131.84    139,365.38   sFT  0.99992331   -1 00 06.3
 FM0959;UTM  13      - 3,889,048.228   661,399.809   MT  0.99992105   +1 01 10.6
 FM0959
 FM0959!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FM0959!SPC NM E     -   0.99981173  x   1.00003399  =   0.99984572
 FM0959!SPC TX N     -   0.99981173  x   0.99992331  =   0.99973506
 FM0959!UTM  13      -   0.99981173  x   0.99992105  =   0.99973280
 FM0959
 FM0959                          SUPERSEDED SURVEY CONTROL
 FM0959
 FM0959  NAD 83(1986)-  35 07 52.95421(N)    103 13 42.69053(W) AD(       ) 2
 FM0959  NAD 27      -  35 07 52.74537(N)    103 13 40.87558(W) AD(       ) 2
 FM0959  NGVD 29 (07/19/86) 1222.7    (m)         4011.     (f) VERT ANG       
 FM0959
 FM0959.Superseded values are not recommended for survey control.
 FM0959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0959.See file dsdata.txt to determine how the superseded data were derived.
 FM0959
 FM0959_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFU6140089048(NAD 83)
 FM0959_MARKER: DD = SURVEY DISK
 FM0959_SETTING: 0 = UNSPECIFIED SETTING
 FM0959_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FM0959
 FM0959  HISTORY     - Date     Condition        Report By
 FM0959  HISTORY     - 1972     MONUMENTED       NMHD
 FM0959
 FM0959                          STATION DESCRIPTION
 FM0959
 FM0959'DESCRIBED BY NM HIGHWAY DEPT 1972 (CWW)
 FM0959'STATION IS LOCATED IN QUAY COUNTY, NEW MEXICO, ALONG INTERSTATE
 FM0959'40 AND IS ABOUT 29.4 MILES AIR LINE EAST OF TUCUMCARI, NEW MEXICO.
 FM0959'
 FM0959'TO REACH FROM THE JUNCTION OF U.S. 66 AND FIRST STREETS IN
 FM0959'TUCUMCARI GO EAST ON U.S. 66, 29.4 MILES TO THE STATION ON THE
 FM0959'RIGHT.  STATION IS 71 FEET SOUTH OF THE CENTERLINE OF OLD U.S. 66.
 FM0959'
 FM0959'STATION IS A STANDARD NMSHC BRASS DISK SET IN A CONCRETE MONUMENT
 FM0959'AND IS STAMPED 3510325012, 1972.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0958 ***********************************************************************
 FM0958  DESIGNATION -  3510325013
 FM0958  PID         -  FM0958
 FM0958  STATE/COUNTY-  NM/QUAY
 FM0958  USGS QUAD   -  BARD (1982)
 FM0958
 FM0958                         *CURRENT SURVEY CONTROL
 FM0958  ___________________________________________________________________
 FM0958* NAD 83(1992)-  35 08 22.81522(N)    103 12 15.70210(W)     ADJUSTED  
 FM0958* NAVD 88     -      1233.9    (meters)    4048.     (feet)  VERTCON   
 FM0958  ___________________________________________________________________
 FM0958  LAPLACE CORR-          -2.21  (seconds)                    DEFLEC99
 FM0958  GEOID HEIGHT-         -23.65  (meters)                     GEOID03
 FM0958
 FM0958  HORZ ORDER  -  SECOND
 FM0958
 FM0958.The horizontal coordinates were established by classical geodetic methods
 FM0958.and adjusted by the National Geodetic Survey in December 1993..
 FM0958
 FM0958.The NAVD 88 height was computed by applying the VERTCON shift value to
 FM0958.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FM0958
 FM0958.The Laplace correction was computed from DEFLEC99 derived deflections.
 FM0958
 FM0958.The geoid height was determined by GEOID03.
 FM0958
 FM0958;                    North         East     Units Scale Factor Converg.
 FM0958;SPC NM E     -   459,655.621   267,879.236   MT  1.00003949   +0 38 59.5
 FM0958;SPC NM E     - 1,508,053.48    878,867.13   sFT  1.00003949   +0 38 59.5
 FM0958;SPC TX N     - 1,127,770.026    44,696.497   MT  0.99992260   -0 59 15.9
 FM0958;SPC TX N     - 3,700,025.49    146,641.76   sFT  0.99992260   -0 59 15.9
 FM0958;UTM  13      - 3,890,007.898   663,585.166   MT  0.99992980   +1 02 01.5
 FM0958
 FM0958!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FM0958!SPC NM E     -   0.99981007  x   1.00003949  =   0.99984956
 FM0958!SPC TX N     -   0.99981007  x   0.99992260  =   0.99973269
 FM0958!UTM  13      -   0.99981007  x   0.99992980  =   0.99973989
 FM0958
 FM0958                          SUPERSEDED SURVEY CONTROL
 FM0958
 FM0958  NAD 83(1986)-  35 08 22.82108(N)    103 12 15.69533(W) AD(       ) 2
 FM0958  NAD 27      -  35 08 22.61190(N)    103 12 13.88172(W) AD(       ) 2
 FM0958  NGVD 29 (07/19/86) 1233.3    (m)         4046.     (f) VERT ANG       
 FM0958
 FM0958.Superseded values are not recommended for survey control.
 FM0958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0958.See file dsdata.txt to determine how the superseded data were derived.
 FM0958
 FM0958_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFU6358590008(NAD 83)
 FM0958_MARKER: DD = SURVEY DISK
 FM0958_SETTING: 0 = UNSPECIFIED SETTING
 FM0958_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FM0958
 FM0958  HISTORY     - Date     Condition        Report By
 FM0958  HISTORY     - 1972     MONUMENTED       NMHD
 FM0958
 FM0958                          STATION DESCRIPTION
 FM0958
 FM0958'DESCRIBED BY NM HIGHWAY DEPT 1972 (CWW)
 FM0958'STATION IS LOCATED IN QUAY COUNTY, NEW MEXICO, ALONG INTERSTATE
 FM0958'40 AND IS ABOUT 30.9 MILES AIR LINE EAST OF TUCUMCARI, NEW MEXICO.
 FM0958'
 FM0958'TO REACH FROM THE JUNCTION OF U.S. 66 AND FIRST STREETS IN
 FM0958'TUCUMCARI GO EAST ON U.S. 66, 30.9 MILES TO THE STATION ON THE
 FM0958'RIGHT.  STATION IS 71 FEET SOUTH OF THE CENTERLINE OF OLD U.S. 66.
 FM0958'
 FM0958'STATION IS A STANDARD NMSHC BRASS DISK SET IN A CONCRETE MONUMENT
 FM0958'AND IS STAMPED 3510325013, 1972.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0957 ***********************************************************************
 FM0957  DESIGNATION -  3510325014
 FM0957  PID         -  FM0957
 FM0957  STATE/COUNTY-  NM/QUAY
 FM0957  USGS QUAD   -  BARD (1982)
 FM0957
 FM0957                         *CURRENT SURVEY CONTROL
 FM0957  ___________________________________________________________________
 FM0957* NAD 83(1992)-  35 09 00.11920(N)    103 10 26.82480(W)     ADJUSTED  
 FM0957* NAVD 88     -      1247.87   (+/-2cm)    4094.1    (feet)  VERTCON   
 FM0957  ___________________________________________________________________
 FM0957  LAPLACE CORR-          -2.72  (seconds)                    DEFLEC99
 FM0957  GEOID HEIGHT-         -23.68  (meters)                     GEOID03
 FM0957
 FM0957  HORZ ORDER  -  SECOND
 FM0957  VERT ORDER  -  THIRD ? (See Below)
 FM0957
 FM0957.The horizontal coordinates were established by classical geodetic methods
 FM0957.and adjusted by the National Geodetic Survey in December 1993..
 FM0957
 FM0957.The NAVD 88 height was computed by applying the VERTCON shift value to
 FM0957.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FM0957.The vertical order pertains to the NGVD 29 superseded value.
 FM0957
 FM0957.The Laplace correction was computed from DEFLEC99 derived deflections.
 FM0957
 FM0957.The geoid height was determined by GEOID03.
 FM0957
 FM0957;                    North         East     Units Scale Factor Converg.
 FM0957;SPC NM E     -   460,836.895   270,621.974   MT  1.00004654   +0 40 02.8
 FM0957;SPC NM E     - 1,511,929.05    887,865.59   sFT  1.00004654   +0 40 02.8
 FM0957;SPC TX N     - 1,128,872.303    47,471.538   MT  0.99992174   -0 58 12.8
 FM0957;SPC TX N     - 3,703,641.88    155,746.20   sFT  0.99992174   -0 58 12.8
 FM0957;UTM  13      - 3,891,207.396   666,319.632   MT  0.99994092   +1 03 05.2
 FM0957
 FM0957!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FM0957!SPC NM E     -   0.99980788  x   1.00004654  =   0.99985441
 FM0957!SPC TX N     -   0.99980788  x   0.99992174  =   0.99972964
 FM0957!UTM  13      -   0.99980788  x   0.99994092  =   0.99974881
 FM0957
 FM0957                          SUPERSEDED SURVEY CONTROL
 FM0957
 FM0957  NAD 83(1986)-  35 09 00.12476(N)    103 10 26.81817(W) AD(       ) 2
 FM0957  NAD 27      -  35 08 59.91530(N)    103 10 25.00565(W) AD(       ) 2
 FM0957  NGVD 29 (07/19/86) 1247.31   (m)         4092.2    (f) LEVELING    3  
 FM0957
 FM0957.Superseded values are not recommended for survey control.
 FM0957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0957.See file dsdata.txt to determine how the superseded data were derived.
 FM0957
 FM0957_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFU6632091207(NAD 83)
 FM0957_MARKER: DD = SURVEY DISK
 FM0957_SETTING: 0 = UNSPECIFIED SETTING
 FM0957_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FM0957
 FM0957  HISTORY     - Date     Condition        Report By
 FM0957  HISTORY     - 1972     MONUMENTED       NMHD
 FM0957
 FM0957                          STATION DESCRIPTION
 FM0957
 FM0957'DESCRIBED BY NM HIGHWAY DEPT 1972 (CWW)
 FM0957'STATION IS LOCATED IN QUAY COUNTY, NEW MEXICO, ALONG INTERSTATE
 FM0957'40 AND IS ABOUT 32.7 MILES AIR LINE EAST OF TUCUMCARI, NEW MEXICO.
 FM0957'
 FM0957'TO REACH FROM THE JUNCTION OF U.S. 66 AND FIRST STREETS IN
 FM0957'TUCUMCARI GO EAST ON U.S. 66, 32.7 MILES TO THE STATION ON THE
 FM0957'RIGHT.  STATION IS 73 FEET SOUTH OF THE CENTERLINE OF OLD U.S. 66.
 FM0957'
 FM0957'STATION IS A STANDARD NMSHC BRASS DISK SET IN A CONCRETE MONUMENT
 FM0957'AND IS STAMPED 3510325014, 1972.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0956 ***********************************************************************
 FM0956  DESIGNATION -  3510325015
 FM0956  PID         -  FM0956
 FM0956  STATE/COUNTY-  NM/QUAY
 FM0956  USGS QUAD   -  BARD (1982)
 FM0956
 FM0956                         *CURRENT SURVEY CONTROL
 FM0956  ___________________________________________________________________
 FM0956* NAD 83(1992)-  35 09 05.53150(N)    103 10 11.10030(W)     ADJUSTED  
 FM0956* NAVD 88     -      1246.4    (meters)    4089.     (feet)  VERTCON   
 FM0956  ___________________________________________________________________
 FM0956  LAPLACE CORR-          -2.79  (seconds)                    DEFLEC99
 FM0956  GEOID HEIGHT-         -23.68  (meters)                     GEOID03
 FM0956
 FM0956  HORZ ORDER  -  SECOND
 FM0956
 FM0956.The horizontal coordinates were established by classical geodetic methods
 FM0956.and adjusted by the National Geodetic Survey in December 1993..
 FM0956
 FM0956.The NAVD 88 height was computed by applying the VERTCON shift value to
 FM0956.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FM0956
 FM0956.The Laplace correction was computed from DEFLEC99 derived deflections.
 FM0956
 FM0956.The geoid height was determined by GEOID03.
 FM0956
 FM0956;                    North         East     Units Scale Factor Converg.
 FM0956;SPC NM E     -   461,008.331   271,018.025   MT  1.00004757   +0 40 11.9
 FM0956;SPC NM E     - 1,512,491.50    889,164.97   sFT  1.00004757   +0 40 11.9
 FM0956;SPC TX N     - 1,129,032.330    47,872.277   MT  0.99992162   -0 58 03.6
 FM0956;SPC TX N     - 3,704,166.90    157,060.96   sFT  0.99992162   -0 58 03.6
 FM0956;UTM  13      - 3,891,381.464   666,714.484   MT  0.99994254   +1 03 14.4
 FM0956
 FM0956!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FM0956!SPC NM E     -   0.99980812  x   1.00004757  =   0.99985568
 FM0956!SPC TX N     -   0.99980812  x   0.99992162  =   0.99972976
 FM0956!UTM  13      -   0.99980812  x   0.99994254  =   0.99975067
 FM0956
 FM0956                          SUPERSEDED SURVEY CONTROL
 FM0956
 FM0956  NAD 83(1986)-  35 09 05.53700(N)    103 10 11.09377(W) AD(       ) 2
 FM0956  NAD 27      -  35 09 05.32770(N)    103 10 09.28085(W) AD(       ) 2
 FM0956  NGVD 29 (07/19/86) 1245.8    (m)         4087.     (f) VERT ANG       
 FM0956
 FM0956.Superseded values are not recommended for survey control.
 FM0956.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0956.See file dsdata.txt to determine how the superseded data were derived.
 FM0956
 FM0956_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFU6671491381(NAD 83)
 FM0956_MARKER: DD = SURVEY DISK
 FM0956_SETTING: 0 = UNSPECIFIED SETTING
 FM0956_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FM0956
 FM0956  HISTORY     - Date     Condition        Report By
 FM0956  HISTORY     - 1972     MONUMENTED       NMHD
 FM0956
 FM0956                          STATION DESCRIPTION
 FM0956
 FM0956'DESCRIBED BY NM HIGHWAY DEPT 1972 (CWW)
 FM0956'STATION IS LOCATED IN QUAY COUNTY, NEW MEXICO, ALONG INTERSTATE
 FM0956'40 AND IS ABOUT 33.0 MILES AIR LINE EAST OF TUCUMCARI, NEW MEXICO.
 FM0956'
 FM0956'TO REACH FROM THE JUNCTION OF U.S. 66 AND FIRST STREETS IN
 FM0956'TUCUMCARI GO EAST ON U.S. 66, 33.0 MILES TO THE STATION ON THE
 FM0956'RIGHT.  STATION IS 71 FEET SOUTH OF THE CENTERLINE OF OLD U.S. 66.
 FM0956'
 FM0956'STATION IS A STANDARD NMSHC BRASS DISK SET IN A CONCRETE MONUMENT
 FM0956'AND IS STAMPED 3510325015, 1972.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0955 ***********************************************************************
 FM0955  DESIGNATION -  3510325016
 FM0955  PID         -  FM0955
 FM0955  STATE/COUNTY-  NM/QUAY
 FM0955  USGS QUAD   -  BARD (1982)
 FM0955
 FM0955                         *CURRENT SURVEY CONTROL
 FM0955  ___________________________________________________________________
 FM0955* NAD 83(1992)-  35 09 32.10157(N)    103 08 53.53594(W)     ADJUSTED  
 FM0955* NAVD 88     -      1223.9    (meters)    4015.     (feet)  VERTCON   
 FM0955  ___________________________________________________________________
 FM0955  LAPLACE CORR-          -3.00  (seconds)                    DEFLEC99
 FM0955  GEOID HEIGHT-         -23.70  (meters)                     GEOID03
 FM0955
 FM0955  HORZ ORDER  -  SECOND
 FM0955
 FM0955.The horizontal coordinates were established by classical geodetic methods
 FM0955.and adjusted by the National Geodetic Survey in December 1993..
 FM0955
 FM0955.The NAVD 88 height was computed by applying the VERTCON shift value to
 FM0955.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FM0955
 FM0955.The Laplace correction was computed from DEFLEC99 derived deflections.
 FM0955
 FM0955.The geoid height was determined by GEOID03.
 FM0955
 FM0955;                    North         East     Units Scale Factor Converg.
 FM0955;SPC NM E     -   461,850.313   272,971.463   MT  1.00005272   +0 40 57.1
 FM0955;SPC NM E     - 1,515,253.90    895,573.87   sFT  1.00005272   +0 40 57.1
 FM0955;SPC TX N     - 1,129,818.038    49,848.726   MT  0.99992103   -0 57 18.7
 FM0955;SPC TX N     - 3,706,744.68    163,545.36   sFT  0.99992103   -0 57 18.7
 FM0955;UTM  13      - 3,892,236.431   668,662.034   MT  0.99995059   +1 03 59.8
 FM0955
 FM0955!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FM0955!SPC NM E     -   0.99981166  x   1.00005272  =   0.99986437
 FM0955!SPC TX N     -   0.99981166  x   0.99992103  =   0.99973270
 FM0955!UTM  13      -   0.99981166  x   0.99995059  =   0.99976225
 FM0955
 FM0955                          SUPERSEDED SURVEY CONTROL
 FM0955
 FM0955  NAD 83(1986)-  35 09 32.10686(N)    103 08 53.52944(W) AD(       ) 2
 FM0955  NAD 27      -  35 09 31.89748(N)    103 08 51.71735(W) AD(       ) 2
 FM0955  NGVD 29 (07/19/86) 1223.3    (m)         4013.     (f) VERT ANG       
 FM0955
 FM0955.Superseded values are not recommended for survey control.
 FM0955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0955.See file dsdata.txt to determine how the superseded data were derived.
 FM0955
 FM0955_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFU6866292236(NAD 83)
 FM0955_MARKER: DD = SURVEY DISK
 FM0955_SETTING: 0 = UNSPECIFIED SETTING
 FM0955_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FM0955
 FM0955  HISTORY     - Date     Condition        Report By
 FM0955  HISTORY     - 1972     MONUMENTED       NMHD
 FM0955
 FM0955                          STATION DESCRIPTION
 FM0955
 FM0955'DESCRIBED BY NM HIGHWAY DEPT 1972 (CWW)
 FM0955'STATION IS LOCATED IN QUAY COUNTY, NEW MEXICO, ALONG INTERSTATE 40
 FM0955'AND IS ABOUT 34.3 MILES AIR LINE EAST OF TUCUMCARI, NEW MEXICO.
 FM0955'
 FM0955'TO REACH FROM THE JUNCTION OF U.S. 66 AND FIRST STREETS IN
 FM0955'TUCUMCARI GO EAST ON U.S. 66, 34.3 MILES TO THE STATION ON THE
 FM0955'RIGHT.  STATION IS 71 FEET SOUTH OF THE CENTERLINE OF OLD U.S. 66.
 FM0955'
 FM0955'STATION IS A STANDARD NMSHC BRASS DISK SET IN A CONCRETE MONUMENT
 FM0955'AND IS STAMPED 3510325016, 1972.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0953 ***********************************************************************
 FM0953  DESIGNATION -  3510325017
 FM0953  PID         -  FM0953
 FM0953  STATE/COUNTY-  NM/QUAY
 FM0953  USGS QUAD   -  GLENRIO (1982)
 FM0953
 FM0953                         *CURRENT SURVEY CONTROL
 FM0953  ___________________________________________________________________
 FM0953* NAD 83(1992)-  35 10 14.99485(N)    103 06 48.34000(W)     ADJUSTED  
 FM0953* NAVD 88     -      1184.0    (meters)    3885.     (feet)  VERTCON   
 FM0953  ___________________________________________________________________
 FM0953  LAPLACE CORR-          -2.97  (seconds)                    DEFLEC99
 FM0953  GEOID HEIGHT-         -23.75  (meters)                     GEOID03
 FM0953
 FM0953  HORZ ORDER  -  SECOND
 FM0953
 FM0953.The horizontal coordinates were established by classical geodetic methods
 FM0953.and adjusted by the National Geodetic Survey in December 1993..
 FM0953
 FM0953.The NAVD 88 height was computed by applying the VERTCON shift value to
 FM0953.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FM0953
 FM0953.The Laplace correction was computed from DEFLEC99 derived deflections.
 FM0953
 FM0953.The geoid height was determined by GEOID03.
 FM0953
 FM0953;                    North         East     Units Scale Factor Converg.
 FM0953;SPC NM E     -   463,210.464   276,123.748   MT  1.00006123   +0 42 09.9
 FM0953;SPC NM E     - 1,519,716.33    905,916.00   sFT  1.00006123   +0 42 09.9
 FM0953;SPC TX N     - 1,131,087.368    53,038.161   MT  0.99992012   -0 56 06.1
 FM0953;SPC TX N     - 3,710,909.14    174,009.37   sFT  0.99992012   -0 56 06.1
 FM0953;UTM  13      - 3,893,617.549   671,804.814   MT  0.99996378   +1 05 13.1
 FM0953
 FM0953!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FM0953!SPC NM E     -   0.99981791  x   1.00006123  =   0.99987913
 FM0953!SPC TX N     -   0.99981791  x   0.99992012  =   0.99973804
 FM0953!UTM  13      -   0.99981791  x   0.99996378  =   0.99978170
 FM0953
 FM0953                          SUPERSEDED SURVEY CONTROL
 FM0953
 FM0953  NAD 83(1986)-  35 10 14.99977(N)    103 06 48.33361(W) AD(       ) 2
 FM0953  NAD 27      -  35 10 14.79047(N)    103 06 46.52308(W) AD(       ) 2
 FM0953  NGVD 29 (07/19/86) 1183.5    (m)         3883.     (f) VERT ANG       
 FM0953
 FM0953.Superseded values are not recommended for survey control.
 FM0953.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0953.See file dsdata.txt to determine how the superseded data were derived.
 FM0953
 FM0953_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFU7180593618(NAD 83)
 FM0953_MARKER: DD = SURVEY DISK
 FM0953_SETTING: 0 = UNSPECIFIED SETTING
 FM0953_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FM0953
 FM0953  HISTORY     - Date     Condition        Report By
 FM0953  HISTORY     - 1972     MONUMENTED       NMHD
 FM0953
 FM0953                          STATION DESCRIPTION
 FM0953
 FM0953'DESCRIBED BY NM HIGHWAY DEPT 1972 (CWW)
 FM0953'STATION IS LOCATED IN QUAY COUNTY, NEW MEXICO, ALONG INTERSTATE 40
 FM0953'AND IS ABOUT 36.4 MILES AIR LINE EAST OF TUCUMCARI, NEW MEXICO.
 FM0953'
 FM0953'TO REACH FROM THE JUNCTION OF U.S. 66 AND FIRST STREETS IN
 FM0953'TUCUMCARI GO EAST ON U.S. 66, 36.4 MILES TO THE STATION ON THE
 FM0953'RIGHT.  STATION IS 67 FEET SOUTH OF THE CENTERLINE OF OLD U.S. 66.
 FM0953'
 FM0953'STATION IS A STANDARD NMSHC BRASS DISK SET IN A CONCRETE MONUMENT
 FM0953'AND IS STAMPED 3510325017, 1972.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0952 ***********************************************************************
 FM0952  DESIGNATION -  3510325018
 FM0952  PID         -  FM0952
 FM0952  STATE/COUNTY-  NM/QUAY
 FM0952  USGS QUAD   -  GLENRIO (1982)
 FM0952
 FM0952                         *CURRENT SURVEY CONTROL
 FM0952  ___________________________________________________________________
 FM0952* NAD 83(1992)-  35 10 24.03971(N)    103 06 07.17274(W)     ADJUSTED  
 FM0952* NAVD 88     -      1183.7    (meters)    3884.     (feet)  VERTCON   
 FM0952  ___________________________________________________________________
 FM0952  LAPLACE CORR-          -2.91  (seconds)                    DEFLEC99
 FM0952  GEOID HEIGHT-         -23.77  (meters)                     GEOID03
 FM0952
 FM0952  HORZ ORDER  -  SECOND
 FM0952
 FM0952.The horizontal coordinates were established by classical geodetic methods
 FM0952.and adjusted by the National Geodetic Survey in December 1993..
 FM0952
 FM0952.The NAVD 88 height was computed by applying the VERTCON shift value to
 FM0952.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FM0952
 FM0952.The Laplace correction was computed from DEFLEC99 derived deflections.
 FM0952
 FM0952.The geoid height was determined by GEOID03.
 FM0952
 FM0952;                    North         East     Units Scale Factor Converg.
 FM0952;SPC NM E     -   463,502.040   277,162.021   MT  1.00006408   +0 42 33.8
 FM0952;SPC NM E     - 1,520,672.94    909,322.40   sFT  1.00006408   +0 42 33.8
 FM0952;SPC TX N     - 1,131,349.113    54,084.194   MT  0.99991993   -0 55 42.3
 FM0952;SPC TX N     - 3,711,767.88    177,441.23   sFT  0.99991993   -0 55 42.3
 FM0952;UTM  13      - 3,893,916.052   672,841.008   MT  0.99996818   +1 05 37.0
 FM0952
 FM0952!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FM0952!SPC NM E     -   0.99981796  x   1.00006408  =   0.99988203
 FM0952!SPC TX N     -   0.99981796  x   0.99991993  =   0.99973790
 FM0952!UTM  13      -   0.99981796  x   0.99996818  =   0.99978615
 FM0952
 FM0952                          SUPERSEDED SURVEY CONTROL
 FM0952
 FM0952  NAD 83(1986)-  35 10 24.04451(N)    103 06 07.16643(W) AD(       ) 2
 FM0952  NAD 27      -  35 10 23.83533(N)    103 06 05.35615(W) AD(       ) 2
 FM0952  NGVD 29 (07/19/86) 1183.2    (m)         3882.     (f) VERT ANG       
 FM0952
 FM0952.Superseded values are not recommended for survey control.
 FM0952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0952.See file dsdata.txt to determine how the superseded data were derived.
 FM0952
 FM0952_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFU7284193916(NAD 83)
 FM0952_MARKER: DD = SURVEY DISK
 FM0952_SETTING: 0 = UNSPECIFIED SETTING
 FM0952_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FM0952
 FM0952  HISTORY     - Date     Condition        Report By
 FM0952  HISTORY     - 1972     MONUMENTED       NMHD
 FM0952
 FM0952                          STATION DESCRIPTION
 FM0952
 FM0952'DESCRIBED BY NM HIGHWAY DEPT 1972 (CWW)
 FM0952'STATION IS LOCATED IN QUAY COUNTY, NEW MEXICO, ALONG INTERSTATE
 FM0952'40 AND IS ABOUT 37.1 MILES AIR LINE EAST OF TUCUMCARI, NEW MEXICO.
 FM0952'
 FM0952'TO REACH FROM THE JUNCTION OF U.S. 66 AND FIRST STREETS IN
 FM0952'TUCUMCARI GO EAST ON U.S. 66, 37.1 MILES TO THE STATION ON THE
 FM0952'LEFT.  STATION IS 102 FEET NORTH OF THE CENTERLINE OF THE
 FM0952'WESTBOUND LANE OF INTERSTATE 40.  STATION IS ON NW CORNER OF A
 FM0952'BRIDGE.
 FM0952'
 FM0952'STATION IS A STANDARD NMSHC BRASS DISK SET IN A CONCRETE
 FM0952'MONUMENT AND IS STAMPED 3510325018, 1972.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0951 ***********************************************************************
 FM0951  DESIGNATION -  3510325019
 FM0951  PID         -  FM0951
 FM0951  STATE/COUNTY-  NM/QUAY
 FM0951  USGS QUAD   -  GLENRIO (1982)
 FM0951
 FM0951                         *CURRENT SURVEY CONTROL
 FM0951  ___________________________________________________________________
 FM0951* NAD 83(1992)-  35 10 54.01190(N)    103 04 33.44445(W)     ADJUSTED  
 FM0951* NAVD 88     -      1157.4    (meters)    3797.     (feet)  VERTCON   
 FM0951  ___________________________________________________________________
 FM0951  LAPLACE CORR-          -2.76  (seconds)                    DEFLEC99
 FM0951  GEOID HEIGHT-         -23.80  (meters)                     GEOID03
 FM0951
 FM0951  HORZ ORDER  -  SECOND
 FM0951
 FM0951.The horizontal coordinates were established by classical geodetic methods
 FM0951.and adjusted by the National Geodetic Survey in December 1993..
 FM0951
 FM0951.The NAVD 88 height was computed by applying the VERTCON shift value to
 FM0951.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FM0951
 FM0951.The Laplace correction was computed from DEFLEC99 derived deflections.
 FM0951
 FM0951.The geoid height was determined by GEOID03.
 FM0951
 FM0951;                    North         East     Units Scale Factor Converg.
 FM0951;SPC NM E     -   464,455.383   279,522.037   MT  1.00007067   +0 43 28.4
 FM0951;SPC NM E     - 1,523,800.70    917,065.22   sFT  1.00007067   +0 43 28.4
 FM0951;SPC TX N     - 1,132,234.482    56,470.142   MT  0.99991933   -0 54 48.0
 FM0951;SPC TX N     - 3,714,672.63    185,269.12   sFT  0.99991933   -0 54 48.0
 FM0951;UTM  13      - 3,894,885.111   675,194.356   MT  0.99997827   +1 06 31.9
 FM0951
 FM0951!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FM0951!SPC NM E     -   0.99982209  x   1.00007067  =   0.99989275
 FM0951!SPC TX N     -   0.99982209  x   0.99991933  =   0.99974144
 FM0951!UTM  13      -   0.99982209  x   0.99997827  =   0.99980037
 FM0951
 FM0951                          SUPERSEDED SURVEY CONTROL
 FM0951
 FM0951  NAD 83(1986)-  35 10 54.01647(N)    103 04 33.43813(W) AD(       ) 2
 FM0951  NAD 27      -  35 10 53.80780(N)    103 04 31.63019(W) AD(       ) 2
 FM0951  NGVD 29 (07/19/86) 1156.9    (m)         3796.     (f) VERT ANG       
 FM0951
 FM0951.Superseded values are not recommended for survey control.
 FM0951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0951.See file dsdata.txt to determine how the superseded data were derived.
 FM0951
 FM0951_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFU7519494885(NAD 83)
 FM0951_MARKER: DD = SURVEY DISK
 FM0951_SETTING: 0 = UNSPECIFIED SETTING
 FM0951_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FM0951
 FM0951  HISTORY     - Date     Condition        Report By
 FM0951  HISTORY     - 1972     MONUMENTED       NMHD
 FM0951
 FM0951                          STATION DESCRIPTION
 FM0951
 FM0951'DESCRIBED BY NM HIGHWAY DEPT 1972 (CWW)
 FM0951'STATION IS LOCATED IN QUAY COUNTY, NEW MEXICO, ALONG INTERSTATE
 FM0951'40 AND IS ABOUT 1.8 MILES AIR LINE NW OF GLENRIO, NEW MEXICO.
 FM0951'
 FM0951'TO REACH FROM THE INTERSECTION OF U.S. 66 AND NEW MEXICO/TEXAS
 FM0951'STATE LINE IN GLENRIO GO NORTH ON A DIRT ROAD FOLLOWING STATE
 FM0951'LINE 0.2 MILES TO INTERSTATE 40.  TRAVEL 1.9 MILES WEST ON
 FM0951'INTERSTATE 40 TO THE STATION ON THE RIGHT.  STATION IS 81 FEET
 FM0951'NORTH OF THE WESTBOUND LANE CENTERLINE.
 FM0951'
 FM0951'STATION IS A STANDARD NMSHC BRASS DISK SET IN A CONCRETE MONUMENT
 FM0951'AND IS STAMPED 3510325019, 1972.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0950 ***********************************************************************
 FM0950  DESIGNATION -  3510325020
 FM0950  PID         -  FM0950
 FM0950  STATE/COUNTY-  NM/QUAY
 FM0950  USGS QUAD   -  GLENRIO (1982)
 FM0950
 FM0950                         *CURRENT SURVEY CONTROL
 FM0950  ___________________________________________________________________
 FM0950* NAD 83(1992)-  35 10 56.62515(N)    103 02 51.70131(W)     ADJUSTED  
 FM0950* NAVD 88     -      1167.9    (meters)    3832.     (feet)  VERTCON   
 FM0950  ___________________________________________________________________
 FM0950  LAPLACE CORR-          -2.50  (seconds)                    DEFLEC99
 FM0950  GEOID HEIGHT-         -23.85  (meters)                     GEOID03
 FM0950
 FM0950  HORZ ORDER  -  SECOND
 FM0950
 FM0950.The horizontal coordinates were established by classical geodetic methods
 FM0950.and adjusted by the National Geodetic Survey in December 1993..
 FM0950
 FM0950.The NAVD 88 height was computed by applying the VERTCON shift value to
 FM0950.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FM0950
 FM0950.The Laplace correction was computed from DEFLEC99 derived deflections.
 FM0950
 FM0950.The geoid height was determined by GEOID03.
 FM0950
 FM0950;                    North         East     Units Scale Factor Converg.
 FM0950;SPC NM E     -   464,568.838   282,095.246   MT  1.00007802   +0 44 27.0
 FM0950;SPC NM E     - 1,524,172.93    925,507.49   sFT  1.00007802   +0 44 27.0
 FM0950;SPC TX N     - 1,132,274.338    59,045.144   MT  0.99991928   -0 53 49.0
 FM0950;SPC TX N     - 3,714,803.39    193,717.28   sFT  0.99991928   -0 53 49.0
 FM0950;UTM  13      - 3,895,015.811   677,766.514   MT  0.99998946   +1 07 30.6
 FM0950
 FM0950!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FM0950!SPC NM E     -   0.99982045  x   1.00007802  =   0.99989846
 FM0950!SPC TX N     -   0.99982045  x   0.99991928  =   0.99973975
 FM0950!UTM  13      -   0.99982045  x   0.99998946  =   0.99980991
 FM0950
 FM0950                          SUPERSEDED SURVEY CONTROL
 FM0950
 FM0950  NAD 83(1986)-  35 10 56.62951(N)    103 02 51.69509(W) AD(       ) 2
 FM0950  NAD 27      -  35 10 56.42100(N)    103 02 49.88974(W) AD(       ) 2
 FM0950  NGVD 29 (07/19/86) 1167.4    (m)         3830.     (f) VERT ANG       
 FM0950
 FM0950.Superseded values are not recommended for survey control.
 FM0950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0950.See file dsdata.txt to determine how the superseded data were derived.
 FM0950
 FM0950_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFU7776795016(NAD 83)
 FM0950_MARKER: DD = SURVEY DISK
 FM0950_SETTING: 0 = UNSPECIFIED SETTING
 FM0950_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FM0950
 FM0950  HISTORY     - Date     Condition        Report By
 FM0950  HISTORY     - 1972     MONUMENTED       NMHD
 FM0950
 FM0950                          STATION DESCRIPTION
 FM0950
 FM0950'DESCRIBED BY NM HIGHWAY DEPT 1972 (CWW)
 FM0950'STATION IS LOCATED IN QUAY COUNTY, NEW MEXICO, ALONG INTERSTATE
 FM0950'40 AND IS ABOUT 0.3 MILES AIR LINE NNW OF GLENRIO, NEW MEXICO.
 FM0950'
 FM0950'TO REACH FROM THE INTERSECTION OF U.S. 66 AND NEW MEXICO/TEXAS
 FM0950'STATE LINE IN GLENRIO GO NORTH ON DIRT ROAD FOLLOWING STATE LINE
 FM0950'0.2 MILES TO INTERSTATE 40, TRAVEL 0.3 MILES WEST ON INTERSTATE 40
 FM0950'TO THE STATION ON THE LEFT.  STATION IS 80 FEET SOUTH OF THE
 FM0950'EASTBOUND LANE CENTERLINE.
 FM0950'
 FM0950'STATION IS A STANDARD NMSHC BRASS DISK SET IN A CONCRETE
 FM0950'MONUMENT AND IS STAMPED 3510325020, 1972.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0949 ***********************************************************************
 FM0949  DESIGNATION -  3510325021
 FM0949  PID         -  FM0949
 FM0949  STATE/COUNTY-  NM/QUAY
 FM0949  USGS QUAD   -  GLENRIO (1982)
 FM0949
 FM0949                         *CURRENT SURVEY CONTROL
 FM0949  ___________________________________________________________________
 FM0949* NAD 83(1992)-  35 11 00.36720(N)    103 02 34.46787(W)     ADJUSTED  
 FM0949* NAVD 88     -      1169.1    (meters)    3836.     (feet)  VERTCON   
 FM0949  ___________________________________________________________________
 FM0949  LAPLACE CORR-          -2.49  (seconds)                    DEFLEC99
 FM0949  GEOID HEIGHT-         -23.86  (meters)                     GEOID03
 FM0949
 FM0949  HORZ ORDER  -  SECOND
 FM0949
 FM0949.The horizontal coordinates were established by classical geodetic methods
 FM0949.and adjusted by the National Geodetic Survey in December 1993..
 FM0949
 FM0949.The NAVD 88 height was computed by applying the VERTCON shift value to
 FM0949.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FM0949
 FM0949.The Laplace correction was computed from DEFLEC99 derived deflections.
 FM0949
 FM0949.The geoid height was determined by GEOID03.
 FM0949
 FM0949;                    North         East     Units Scale Factor Converg.
 FM0949;SPC NM E     -   464,689.808   282,529.778   MT  1.00007927   +0 44 37.0
 FM0949;SPC NM E     - 1,524,569.81    926,933.11   sFT  1.00007927   +0 44 37.0
 FM0949;SPC TX N     - 1,132,382.822    59,482.885   MT  0.99991920   -0 53 39.0
 FM0949;SPC TX N     - 3,715,159.31    195,153.43   sFT  0.99991920   -0 53 39.0
 FM0949;UTM  13      - 3,895,139.682   678,200.186   MT  0.99999137   +1 07 40.7
 FM0949
 FM0949!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FM0949!SPC NM E     -   0.99982026  x   1.00007927  =   0.99989952
 FM0949!SPC TX N     -   0.99982026  x   0.99991920  =   0.99973948
 FM0949!UTM  13      -   0.99982026  x   0.99999137  =   0.99981164
 FM0949
 FM0949                          SUPERSEDED SURVEY CONTROL
 FM0949
 FM0949  NAD 83(1986)-  35 11 00.37153(N)    103 02 34.46169(W) AD(       ) 2
 FM0949  NAD 27      -  35 11 00.16325(N)    103 02 32.65656(W) AD(       ) 2
 FM0949  NGVD 29 (07/19/86) 1168.6    (m)         3834.     (f) VERT ANG       
 FM0949
 FM0949.Superseded values are not recommended for survey control.
 FM0949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0949.See file dsdata.txt to determine how the superseded data were derived.
 FM0949
 FM0949_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFU7820095140(NAD 83)
 FM0949_MARKER: DD = SURVEY DISK
 FM0949_SETTING: 0 = UNSPECIFIED SETTING
 FM0949_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FM0949
 FM0949  HISTORY     - Date     Condition        Report By
 FM0949  HISTORY     - 1972     MONUMENTED       NMHD
 FM0949
 FM0949                          STATION DESCRIPTION
 FM0949
 FM0949'DESCRIBED BY NM HIGHWAY DEPT 1972 (CWW)
 FM0949'STATION IS LOCATED IN QUAY COUNTY, NEW MEXICO, ALONG INTERSTATE
 FM0949'40 AND IS ABOUT 0.3 MILES NORTH OF GLENRIO, NEW MEXICO.
 FM0949'
 FM0949'TO REACH FROM THE INTERSECTION OF U.S. 66 AND THE NEW MEXICO/TEXAS
 FM0949'STATE LINE IN GLENRIO GO NORTH ON DIRT ROAD FOLLOWING STATE LINE
 FM0949'0.2 MILES TO THE STATION.  STATION IS LOCATED 237 FEET NORTH OF
 FM0949'THE WESTBOUND LANE OF INTERSTATE 40 AND IS ABOUT 75 FEET WEST OF
 FM0949'THE STATE LINE.
 FM0949'
 FM0949'STATION IS A STANDARD NMSHC BRASS DISK SET IN A CONCRETE MONUMENT
 FM0949'AND IS STAMPED 3510325021, 1972.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM1034 ***********************************************************************
 FM1034  DESIGNATION -  3510335001
 FM1034  PID         -  FM1034
 FM1034  STATE/COUNTY-  NM/QUAY
 FM1034  USGS QUAD   -  QUEMADO HILLS (1968)
 FM1034
 FM1034                         *CURRENT SURVEY CONTROL
 FM1034  ___________________________________________________________________
 FM1034* NAD 83(1992)-  35 06 54.24949(N)    103 59 26.76273(W)     ADJUSTED  
 FM1034* NAVD 88     -      1306.2    (meters)    4285.     (feet)  VERTCON   
 FM1034  ___________________________________________________________________
 FM1034  LAPLACE CORR-          -2.34  (seconds)                    DEFLEC99
 FM1034  GEOID HEIGHT-         -23.00  (meters)                     GEOID03
 FM1034
 FM1034  HORZ ORDER  -  SECOND
 FM1034
 FM1034.The horizontal coordinates were established by classical geodetic methods
 FM1034.and adjusted by the National Geodetic Survey in December 1993..
 FM1034
 FM1034.The NAVD 88 height was computed by applying the VERTCON shift value to
 FM1034.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FM1034
 FM1034.The Laplace correction was computed from DEFLEC99 derived deflections.
 FM1034
 FM1034.The geoid height was determined by GEOID03.
 FM1034
 FM1034;                    North         East     Units Scale Factor Converg.
 FM1034;SPC NM E     -   456,396.760   196,225.597   MT  0.99992110   +0 11 49.4
 FM1034;SPC NM E     - 1,497,361.70    643,783.48   sFT  0.99992110   +0 11 49.4
 FM1034;UTM  13      - 3,886,269.874   591,966.654   MT  0.99970424   +0 34 50.1
 FM1034
 FM1034!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FM1034!SPC NM E     -   0.99979862  x   0.99992110  =   0.99971973
 FM1034!UTM  13      -   0.99979862  x   0.99970424  =   0.99950292
 FM1034
 FM1034:                Primary Azimuth Mark                     Grid Az
 FM1034:SPC NM E     -  3510335002                               071 38 29.0
 FM1034:UTM  13      -  3510335002                               071 15 28.3
 FM1034
 FM1034|---------------------------------------------------------------------|
 FM1034| PID    Reference Object                     Distance      Geod. Az  |
 FM1034|                                                           dddmmss.s |
 FM1034| FM1033 3510335002                          APPROX. 2.3 KM 0715018.4 |
 FM1034|---------------------------------------------------------------------|
 FM1034
 FM1034                          SUPERSEDED SURVEY CONTROL
 FM1034
 FM1034  NAD 83(1986)-  35 06 54.25872(N)    103 59 26.75760(W) AD(       ) 2
 FM1034  NAD 27      -  35 06 54.04756(N)    103 59 24.85690(W) AD(       ) 2
 FM1034  NGVD 29 (07/19/86) 1305.6    (m)         4283.     (f) VERT ANG       
 FM1034
 FM1034.Superseded values are not recommended for survey control.
 FM1034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM1034.See file dsdata.txt to determine how the superseded data were derived.
 FM1034
 FM1034_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEU9196786270(NAD 83)
 FM1034_MARKER: DD = SURVEY DISK
 FM1034_SETTING: 0 = UNSPECIFIED SETTING
 FM1034_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FM1034
 FM1034  HISTORY     - Date     Condition        Report By
 FM1034  HISTORY     - 1972     MONUMENTED       NMHD
 FM1034
 FM1034                          STATION DESCRIPTION
 FM1034
 FM1034'DESCRIBED BY NM HIGHWAY DEPT 1972 (CWW)
 FM1034'STATION IS LOCATED IN QUAY COUNTY, NEW MEXICO, ALONG INTERSTATE
 FM1034'40 AND IS ABOUT 16.1 MILES AIR LINE WEST OF TUCUMCARI, NEW MEXICO.
 FM1034'
 FM1034'TO REACH FROM THE JUNCTION OF U.S. 66 AND FIRST STREETS IN
 FM1034'TUCUMCARI GO WEST ON U.S. 66, 3.30 MILES TO AN INTERCHANGE.  GO
 FM1034'WEST ON I-40, 12.8 MILES TO THE STATION ON THE LEFT.  STATION IS 82
 FM1034'FEET SOUTH OF THE EASTBOUND LANE OF INTERSTATE 40.
 FM1034'
 FM1034'STATION IS A STANDARD NMSHC BRASS DISK SET IN A CONCRETE
 FM1034'MONUMENT AND IS STAMPED 3510335001, 1972.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM1033 ***********************************************************************
 FM1033  DESIGNATION -  3510335002
 FM1033  PID         -  FM1033
 FM1033  STATE/COUNTY-  NM/QUAY
 FM1033  USGS QUAD   -  QUEMADO HILLS (1968)
 FM1033
 FM1033                         *CURRENT SURVEY CONTROL
 FM1033  ___________________________________________________________________
 FM1033* NAD 83(1992)-  35 07 17.09412(N)    103 58 01.97336(W)     ADJUSTED  
 FM1033* NAVD 88     -      1307.0    (meters)    4288.     (feet)  VERTCON   
 FM1033  ___________________________________________________________________
 FM1033  LAPLACE CORR-          -2.20  (seconds)                    DEFLEC99
 FM1033  GEOID HEIGHT-         -23.02  (meters)                     GEOID03
 FM1033
 FM1033  HORZ ORDER  -  SECOND
 FM1033
 FM1033.The horizontal coordinates were established by classical geodetic methods
 FM1033.and adjusted by the National Geodetic Survey in December 1993..
 FM1033
 FM1033.The NAVD 88 height was computed by applying the VERTCON shift value to
 FM1033.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FM1033
 FM1033.The Laplace correction was computed from DEFLEC99 derived deflections.
 FM1033
 FM1033.The geoid height was determined by GEOID03.
 FM1033
 FM1033;                    North         East     Units Scale Factor Converg.
 FM1033;SPC NM E     -   457,108.351   198,369.888   MT  0.99992281   +0 12 38.3
 FM1033;SPC NM E     - 1,499,696.31    650,818.54   sFT  0.99992281   +0 12 38.3
 FM1033;UTM  13      - 3,886,995.647   594,105.673   MT  0.99970914   +0 35 39.2
 FM1033
 FM1033!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FM1033!SPC NM E     -   0.99979849  x   0.99992281  =   0.99972132
 FM1033!UTM  13      -   0.99979849  x   0.99970914  =   0.99950769
 FM1033
 FM1033:                Primary Azimuth Mark                     Grid Az
 FM1033:SPC NM E     -  3510335003                               078 53 55.1
 FM1033:UTM  13      -  3510335003                               078 30 54.2
 FM1033
 FM1033|---------------------------------------------------------------------|
 FM1033| PID    Reference Object                     Distance      Geod. Az  |
 FM1033|                                                           dddmmss.s |
 FM1033| FM1036 3510335003                          APPROX. 2.3 KM 0790633.4 |
 FM1033|---------------------------------------------------------------------|
 FM1033
 FM1033                          SUPERSEDED SURVEY CONTROL
 FM1033
 FM1033  NAD 83(1986)-  35 07 17.10362(N)    103 58 01.96832(W) AD(       ) 2
 FM1033  NAD 27      -  35 07 16.89302(N)    103 58 00.06938(W) AD(       ) 2
 FM1033  NGVD 29 (07/19/86) 1306.4    (m)         4286.     (f) VERT ANG       
 FM1033
 FM1033.Superseded values are not recommended for survey control.
 FM1033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM1033.See file dsdata.txt to determine how the superseded data were derived.
 FM1033
 FM1033_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEU9410686996(NAD 83)
 FM1033_MARKER: DD = SURVEY DISK
 FM1033_SETTING: 0 = UNSPECIFIED SETTING
 FM1033_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FM1033
 FM1033  HISTORY     - Date     Condition        Report By
 FM1033  HISTORY     - 1972     MONUMENTED       NMHD
 FM1033
 FM1033                          STATION DESCRIPTION
 FM1033
 FM1033'DESCRIBED BY NM HIGHWAY DEPT 1972 (CWW)
 FM1033'STATION IS LOCATED IN QUAY COUNTY, NEW MEXICO, ALONG INTERSTATE
 FM1033'40 AND IS ABOUT 14.7 MILES AIR LINE WEST OF TUCUMCARI, NEW MEXICO.
 FM1033'
 FM1033'TO REACH FROM THE JUNCTION OF U.S. 66 AND FIRST STREETS IN
 FM1033'TUCUMCARI GO WEST ON U.S. 66, 3.30 MILES TO AN INTERCHANGE.  GO
 FM1033'WEST ON I-40, 11.4 MILES TO THE STATION ON THE LEFT.  STATION IS 57
 FM1033'FEET SOUTH OF THE EASTBOUND LANE OF INTERSTATE 40.
 FM1033'
 FM1033'STATION IS A STANDARD NMSHC BRASS DISK SET IN A CONCRETE
 FM1033'MONUMENT AND IS STAMPED 3510335002, 1972.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM1036 ***********************************************************************
 FM1036  DESIGNATION -  3510335003
 FM1036  PID         -  FM1036
 FM1036  STATE/COUNTY-  NM/QUAY
 FM1036  USGS QUAD   -  COW CANYON (1968)
 FM1036
 FM1036                         *CURRENT SURVEY CONTROL
 FM1036  ___________________________________________________________________
 FM1036* NAD 83(1992)-  35 07 30.97176(N)    103 56 34.12540(W)     ADJUSTED  
 FM1036* NAVD 88     -      1331.9    (meters)    4370.     (feet)  VERTCON   
 FM1036  ___________________________________________________________________
 FM1036  LAPLACE CORR-          -2.17  (seconds)                    DEFLEC99
 FM1036  GEOID HEIGHT-         -23.05  (meters)                     GEOID03
 FM1036
 FM1036  HORZ ORDER  -  SECOND
 FM1036
 FM1036.The horizontal coordinates were established by classical geodetic methods
 FM1036.and adjusted by the National Geodetic Survey in December 1993..
 FM1036
 FM1036.The NAVD 88 height was computed by applying the VERTCON shift value to
 FM1036.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FM1036
 FM1036.The Laplace correction was computed from DEFLEC99 derived deflections.
 FM1036
 FM1036.The geoid height was determined by GEOID03.
 FM1036
 FM1036;                    North         East     Units Scale Factor Converg.
 FM1036;SPC NM E     -   457,544.438   200,592.363   MT  0.99992470   +0 13 28.9
 FM1036;SPC NM E     - 1,501,127.04    658,110.11   sFT  0.99992470   +0 13 28.9
 FM1036;UTM  13      - 3,887,446.508   596,324.708   MT  0.99971435   +0 36 29.9
 FM1036
 FM1036!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FM1036!SPC NM E     -   0.99979459  x   0.99992470  =   0.99971931
 FM1036!UTM  13      -   0.99979459  x   0.99971435  =   0.99950900
 FM1036
 FM1036:                Primary Azimuth Mark                     Grid Az
 FM1036:SPC NM E     -  3510335002                               258 53 55.1
 FM1036:UTM  13      -  3510335002                               258 30 54.1
 FM1036
 FM1036|---------------------------------------------------------------------|
 FM1036| PID    Reference Object                     Distance      Geod. Az  |
 FM1036|                                                           dddmmss.s |
 FM1036| FM1033 3510335002                          APPROX. 2.3 KM 2590724.0 |
 FM1036|---------------------------------------------------------------------|
 FM1036
 FM1036                          SUPERSEDED SURVEY CONTROL
 FM1036
 FM1036  NAD 83(1986)-  35 07 30.98155(N)    103 56 34.12042(W) AD(       ) 2
 FM1036  NAD 27      -  35 07 30.77171(N)    103 56 32.22344(W) AD(       ) 2
 FM1036  NGVD 29 (07/19/86) 1331.3    (m)         4368.     (f) VERT ANG       
 FM1036
 FM1036.Superseded values are not recommended for survey control.
 FM1036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM1036.See file dsdata.txt to determine how the superseded data were derived.
 FM1036
 FM1036_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEU9632587447(NAD 83)
 FM1036_MARKER: DD = SURVEY DISK
 FM1036_SETTING: 0 = UNSPECIFIED SETTING
 FM1036_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FM1036
 FM1036  HISTORY     - Date     Condition        Report By
 FM1036  HISTORY     - 1972     MONUMENTED       NMHD
 FM1036
 FM1036                          STATION DESCRIPTION
 FM1036
 FM1036'DESCRIBED BY NM HIGHWAY DEPT 1972 (CWW)
 FM1036'STATION IS LOCATED IN QUAY COUNTY, NEW MEXICO, ALONG INTERSTATE 40
 FM1036'AND IS ABOUT 13.3 MILES AIR LINE WEST OF TUCUMCARI, NEW MEXICO.
 FM1036'
 FM1036'TO REACH FROM THE JUNCTION OF U.S. 66 AND FIRST STREETS IN
 FM1036'TUCUMCARI GO WEST ON U.S. 66, 3.30 MILES TO AN INTERCHANGE.  GO
 FM1036'WEST ON I-40, 10.0 MILES TO THE STATION ON THE LEFT.  STATION IS 96
 FM1036'FEET SOUTH OF THE CENTERLINE OF THE SOUTH FRONTAGE ROAD AND IS
 FM1036'CEMENTED IN A DRILL HOLE ON A ROCK OUTCROP.
 FM1036'
 FM1036'STATION IS A STANDARD NMSHC BRASS DISK SET IN A CEMENTED DRILL
 FM1036'HOLE AND IS STAMPED 3510335003, 1972.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM1032 ***********************************************************************
 FM1032  DESIGNATION -  3510335004
 FM1032  PID         -  FM1032
 FM1032  STATE/COUNTY-  NM/QUAY
 FM1032  USGS QUAD   -  QUEMADO HILLS (1968)
 FM1032
 FM1032                         *CURRENT SURVEY CONTROL
 FM1032  ___________________________________________________________________
 FM1032* NAD 83(1992)-  35 07 19.64684(N)    103 54 48.93757(W)     ADJUSTED  
 FM1032* NAVD 88     -      1346.2    (meters)    4417.     (feet)  VERTCON   
 FM1032  ___________________________________________________________________
 FM1032  LAPLACE CORR-          -2.35  (seconds)                    DEFLEC99
 FM1032  GEOID HEIGHT-         -23.09  (meters)                     GEOID03
 FM1032
 FM1032  HORZ ORDER  -  SECOND
 FM1032
 FM1032.The horizontal coordinates were established by classical geodetic methods
 FM1032.and adjusted by the National Geodetic Survey in December 1993..
 FM1032
 FM1032.The NAVD 88 height was computed by applying the VERTCON shift value to
 FM1032.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FM1032
 FM1032.The Laplace correction was computed from DEFLEC99 derived deflections.
 FM1032
 FM1032.The geoid height was determined by GEOID03.
 FM1032
 FM1032;                    North         East     Units Scale Factor Converg.
 FM1032;SPC NM E     -   457,206.296   203,256.878   MT  0.99992712   +0 14 29.4
 FM1032;SPC NM E     - 1,500,017.66    666,851.94   sFT  0.99992712   +0 14 29.4
 FM1032;UTM  13      - 3,887,126.280   598,990.871   MT  0.99972077   +0 37 30.3
 FM1032
 FM1032!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FM1032!SPC NM E     -   0.99979236  x   0.99992712  =   0.99971949
 FM1032!UTM  13      -   0.99979236  x   0.99972077  =   0.99951318
 FM1032
 FM1032:                Primary Azimuth Mark                     Grid Az
 FM1032:SPC NM E     -  3510335005                               102 32 23.7
 FM1032:UTM  13      -  3510335005                               102 09 22.8
 FM1032
 FM1032|---------------------------------------------------------------------|
 FM1032| PID    Reference Object                     Distance      Geod. Az  |
 FM1032|                                                           dddmmss.s |
 FM1032| FM1031 3510335005                          APPROX. 1.8 KM 1024653.1 |
 FM1032|---------------------------------------------------------------------|
 FM1032
 FM1032                          SUPERSEDED SURVEY CONTROL
 FM1032
 FM1032  NAD 83(1986)-  35 07 19.65703(N)    103 54 48.93252(W) AD(       ) 2
 FM1032  NAD 27      -  35 07 19.44807(N)    103 54 47.03749(W) AD(       ) 2
 FM1032  NGVD 29 (07/19/86) 1345.6    (m)         4415.     (f) VERT ANG       
 FM1032
 FM1032.Superseded values are not recommended for survey control.
 FM1032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM1032.See file dsdata.txt to determine how the superseded data were derived.
 FM1032
 FM1032_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEU9899187126(NAD 83)
 FM1032_MARKER: DD = SURVEY DISK
 FM1032_SETTING: 0 = UNSPECIFIED SETTING
 FM1032_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FM1032
 FM1032  HISTORY     - Date     Condition        Report By
 FM1032  HISTORY     - 1972     MONUMENTED       NMHD
 FM1032
 FM1032                          STATION DESCRIPTION
 FM1032
 FM1032'DESCRIBED BY NM HIGHWAY DEPT 1972 (CWW)
 FM1032'STATION IS LOCATED IN QUAY COUNTY, NEW MEXICO, ALONG INTERSTATE 40
 FM1032'AND IS ABOUT 11.7 MILES AIR LINE WEST OF TUCUMCARI, NEW MEXICO.
 FM1032'
 FM1032'TO REACH FROM THE JUNCTION OF U.S. 66 AND FIRST STREETS IN
 FM1032'TUCUMCARI GO WEST ON U.S. 66, 3.30 MILES TO AN INTERCHANGE.  GO
 FM1032'WEST ON I-40, 8.4 MILES TO THE STATION ON THE RIGHT.  STATION IS 95
 FM1032'FEET NORTH OF THE WESTBOUND LANE OF INTERSTATE 40.  STATION IS ON
 FM1032'THE NORTHWEST CORNER OF A BRIDGE.
 FM1032'
 FM1032'STATION IS A STANDARD NMSHC BRASS DISK SET IN A CONCRETE MONUMENT
 FM1032'AND IS STAMPED 3510335004, 1972.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM1031 ***********************************************************************
 FM1031  DESIGNATION -  3510335005
 FM1031  PID         -  FM1031
 FM1031  STATE/COUNTY-  NM/QUAY
 FM1031  USGS QUAD   -  QUEMADO HILLS (1968)
 FM1031
 FM1031                         *CURRENT SURVEY CONTROL
 FM1031  ___________________________________________________________________
 FM1031* NAD 83(1992)-  35 07 06.55357(N)    103 53 38.72291(W)     ADJUSTED  
 FM1031* NAVD 88     -      1336.3    (meters)    4384.     (feet)  VERTCON   
 FM1031  ___________________________________________________________________
 FM1031  LAPLACE CORR-          -2.47  (seconds)                    DEFLEC99
 FM1031  GEOID HEIGHT-         -23.12  (meters)                     GEOID03
 FM1031
 FM1031  HORZ ORDER  -  SECOND
 FM1031
 FM1031.The horizontal coordinates were established by classical geodetic methods
 FM1031.and adjusted by the National Geodetic Survey in December 1993..
 FM1031
 FM1031.The NAVD 88 height was computed by applying the VERTCON shift value to
 FM1031.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FM1031
 FM1031.The Laplace correction was computed from DEFLEC99 derived deflections.
 FM1031
 FM1031.The geoid height was determined by GEOID03.
 FM1031
 FM1031;                    North         East     Units Scale Factor Converg.
 FM1031;SPC NM E     -   456,810.494   205,036.354   MT  0.99992884   +0 15 09.7
 FM1031;SPC NM E     - 1,498,719.10    672,690.10   sFT  0.99992884   +0 15 09.7
 FM1031;UTM  13      - 3,886,742.478   600,772.592   MT  0.99972515   +0 38 10.5
 FM1031
 FM1031!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FM1031!SPC NM E     -   0.99979391  x   0.99992884  =   0.99972277
 FM1031!UTM  13      -   0.99979391  x   0.99972515  =   0.99951912
 FM1031
 FM1031:                Primary Azimuth Mark                     Grid Az
 FM1031:SPC NM E     -  PALOMAS                                  095 45 12.2
 FM1031:UTM  13      -  PALOMAS                                  095 22 11.4
 FM1031
 FM1031|---------------------------------------------------------------------|
 FM1031| PID    Reference Object                     Distance      Geod. Az  |
 FM1031|                                                           dddmmss.s |
 FM1031| FM1028 PALOMAS                             APPROX. 1.9 KM 0960021.9 |
 FM1031|---------------------------------------------------------------------|
 FM1031
 FM1031                          SUPERSEDED SURVEY CONTROL
 FM1031
 FM1031  NAD 83(1986)-  35 07 06.56401(N)    103 53 38.71778(W) AD(       ) 2
 FM1031  NAD 27      -  35 07 06.35563(N)    103 53 36.82377(W) AD(       ) 2
 FM1031  NGVD 29 (07/19/86) 1335.7    (m)         4382.     (f) VERT ANG       
 FM1031
 FM1031.Superseded values are not recommended for survey control.
 FM1031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM1031.See file dsdata.txt to determine how the superseded data were derived.
 FM1031
 FM1031_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFU0077386742(NAD 83)
 FM1031_MARKER: DD = SURVEY DISK
 FM1031_SETTING: 0 = UNSPECIFIED SETTING
 FM1031_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FM1031
 FM1031  HISTORY     - Date     Condition        Report By
 FM1031  HISTORY     - 1972     MONUMENTED       NMHD
 FM1031
 FM1031                          STATION DESCRIPTION
 FM1031
 FM1031'DESCRIBED BY NM HIGHWAY DEPT 1972 (CWW)
 FM1031'STATION IS LOCATED IN QUAY COUNTY, NEW MEXICO, ALONG INTERSTATE 40
 FM1031'AND IS ABOUT 10.5 MILES AIR LINE WEST OF TUCUMCARI, NEW MEXICO.
 FM1031'
 FM1031'TO REACH FROM THE JUNCTION OF U.S. 66 AND FIRST STREETS IN
 FM1031'TUCUMCARI GO WEST ON U.S. 66, 3.30 MILES TO AN INTERCHANGE.  GO
 FM1031'WEST ON I-40, 7.2 MILES TO THE STATION ON THE LEFT.  STATION IS 138
 FM1031'FEET SOUTH OF THE EASTBOUND LANE OF INTERSTATE 40.  STATION IS ON
 FM1031'THE SOUTHWEST CORNER OF THE BRIDGE.
 FM1031'
 FM1031'STATION IS A STANDARD NMSHC BRASS DISK SET IN A CONCRETE
 FM1031'MONUMENT AND IS STAMPED 3510335005, 1972.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM1027 ***********************************************************************
 FM1027  DESIGNATION -  3510335006
 FM1027  PID         -  FM1027
 FM1027  STATE/COUNTY-  NM/QUAY
 FM1027  USGS QUAD   -  LIBERTY MESA (1967)
 FM1027
 FM1027                         *CURRENT SURVEY CONTROL
 FM1027  ___________________________________________________________________
 FM1027* NAD 83(1992)-  35 07 31.34715(N)    103 51 11.37013(W)     ADJUSTED  
 FM1027* NAVD 88     -      1317.4    (meters)    4322.     (feet)  VERTCON   
 FM1027  ___________________________________________________________________
 FM1027  LAPLACE CORR-          -2.35  (seconds)                    DEFLEC99
 FM1027  GEOID HEIGHT-         -23.17  (meters)                     GEOID03
 FM1027
 FM1027  HORZ ORDER  -  SECOND
 FM1027
 FM1027.The horizontal coordinates were established by classical geodetic methods
 FM1027.and adjusted by the National Geodetic Survey in December 1993..
 FM1027
 FM1027.The NAVD 88 height was computed by applying the VERTCON shift value to
 FM1027.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FM1027
 FM1027.The Laplace correction was computed from DEFLEC99 derived deflections.
 FM1027
 FM1027.The geoid height was determined by GEOID03.
 FM1027
 FM1027;                    North         East     Units Scale Factor Converg.
 FM1027;SPC NM E     -   457,591.730   208,763.524   MT  0.99993269   +0 16 34.6
 FM1027;SPC NM E     - 1,501,282.20    684,918.33   sFT  0.99993269   +0 16 34.6
 FM1027;UTM  13      - 3,887,548.488   604,493.700   MT  0.99973457   +0 39 35.7
 FM1027
 FM1027!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FM1027!SPC NM E     -   0.99979689  x   0.99993269  =   0.99972959
 FM1027!UTM  13      -   0.99979689  x   0.99973457  =   0.99953151
 FM1027
 FM1027:                Primary Azimuth Mark                     Grid Az
 FM1027:SPC NM E     -  3510335007                               058 37 56.7
 FM1027:UTM  13      -  3510335007                               058 14 55.6
 FM1027
 FM1027|---------------------------------------------------------------------|
 FM1027| PID    Reference Object                     Distance      Geod. Az  |
 FM1027|                                                           dddmmss.s |
 FM1027| FM1026 3510335007                          APPROX. 1.6 KM 0585431.3 |
 FM1027|---------------------------------------------------------------------|
 FM1027
 FM1027                          SUPERSEDED SURVEY CONTROL
 FM1027
 FM1027  NAD 83(1986)-  35 07 31.35801(N)    103 51 11.36502(W) AD(       ) 2
 FM1027  NAD 27      -  35 07 31.15166(N)    103 51 09.47440(W) AD(       ) 2
 FM1027  NGVD 29 (07/19/86) 1316.8    (m)         4320.     (f) VERT ANG       
 FM1027
 FM1027.Superseded values are not recommended for survey control.
 FM1027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM1027.See file dsdata.txt to determine how the superseded data were derived.
 FM1027
 FM1027_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFU0449487548(NAD 83)
 FM1027_MARKER: DD = SURVEY DISK
 FM1027_SETTING: 0 = UNSPECIFIED SETTING
 FM1027_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FM1027
 FM1027  HISTORY     - Date     Condition        Report By
 FM1027  HISTORY     - 1972     MONUMENTED       NMHD
 FM1027
 FM1027                          STATION DESCRIPTION
 FM1027
 FM1027'DESCRIBED BY NM HIGHWAY DEPT 1972 (CWW)
 FM1027'STATION IS LOCATED IN QUAY COUNTY, NEW MEXICO, ALONG INTERSTATE 40
 FM1027'AND IS ABOUT 8.2 MILES AIR LINE WEST OF TUCUMCARI, NEW MEXICO.
 FM1027'
 FM1027'TO REACH FROM THE JUNCTION OF U.S. 66 AND FIRST STREETS IN
 FM1027'TUCUMCARI GO WEST ON U.S. 66, 3.30 MILES TO AN INTERCHANGE.  GO
 FM1027'WEST ON I-40, 4.9 MILES TO THE STATION ON THE RIGHT.  STATION IS 63
 FM1027'FEET NORTH OF THE WESTBOUND LANE OF INTERSTATE 40.
 FM1027'
 FM1027'STATION IS A STANDARD NMSHC BRASS DISK SET IN A CONCRETE MONUMENT
 FM1027'AND IS STAMPED 3510335006, 1972.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM1026 ***********************************************************************
 FM1026  DESIGNATION -  3510335007
 FM1026  PID         -  FM1026
 FM1026  STATE/COUNTY-  NM/QUAY
 FM1026  USGS QUAD   -  LIBERTY MESA (1967)
 FM1026
 FM1026                         *CURRENT SURVEY CONTROL
 FM1026  ___________________________________________________________________
 FM1026* NAD 83(1992)-  35 07 57.78191(N)    103 50 18.00259(W)     ADJUSTED  
 FM1026* NAVD 88     -      1320.6    (meters)    4333.     (feet)  VERTCON   
 FM1026  ___________________________________________________________________
 FM1026  LAPLACE CORR-          -2.43  (seconds)                    DEFLEC99
 FM1026  GEOID HEIGHT-         -23.18  (meters)                     GEOID03
 FM1026
 FM1026  HORZ ORDER  -  SECOND
 FM1026
 FM1026.The horizontal coordinates were established by classical geodetic methods
 FM1026.and adjusted by the National Geodetic Survey in December 1993..
 FM1026
 FM1026.The NAVD 88 height was computed by applying the VERTCON shift value to
 FM1026.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FM1026
 FM1026.The Laplace correction was computed from DEFLEC99 derived deflections.
 FM1026
 FM1026.The geoid height was determined by GEOID03.
 FM1026
 FM1026;                    North         East     Units Scale Factor Converg.
 FM1026;SPC NM E     -   458,412.934   210,110.586   MT  0.99993416   +0 17 05.5
 FM1026;SPC NM E     - 1,503,976.43    689,337.81   sFT  0.99993416   +0 17 05.5
 FM1026;UTM  13      - 3,888,378.531   605,834.968   MT  0.99973804   +0 40 06.8
 FM1026
 FM1026!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FM1026!SPC NM E     -   0.99979639  x   0.99993416  =   0.99973056
 FM1026!UTM  13      -   0.99979639  x   0.99973804  =   0.99953448
 FM1026
 FM1026:                Primary Azimuth Mark                     Grid Az
 FM1026:SPC NM E     -  3510335008                               062 39 14.3
 FM1026:UTM  13      -  3510335008                               062 16 13.0
 FM1026
 FM1026|---------------------------------------------------------------------|
 FM1026| PID    Reference Object                     Distance      Geod. Az  |
 FM1026|                                                           dddmmss.s |
 FM1026| FM1024 3510335008                          APPROX. 3.0 KM 0625619.8 |
 FM1026|---------------------------------------------------------------------|
 FM1026
 FM1026                          SUPERSEDED SURVEY CONTROL
 FM1026
 FM1026  NAD 83(1986)-  35 07 57.79288(N)    103 50 17.99754(W) AD(       ) 2
 FM1026  NAD 27      -  35 07 57.58742(N)    103 50 16.10847(W) AD(       ) 2
 FM1026  NGVD 29 (07/19/86) 1320.0    (m)         4331.     (f) VERT ANG       
 FM1026
 FM1026.Superseded values are not recommended for survey control.
 FM1026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM1026.See file dsdata.txt to determine how the superseded data were derived.
 FM1026
 FM1026_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFU0583588379(NAD 83)
 FM1026_MARKER: DD = SURVEY DISK
 FM1026_SETTING: 0 = UNSPECIFIED SETTING
 FM1026_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FM1026
 FM1026  HISTORY     - Date     Condition        Report By
 FM1026  HISTORY     - 1972     MONUMENTED       NMHD
 FM1026
 FM1026                          STATION DESCRIPTION
 FM1026
 FM1026'DESCRIBED BY NM HIGHWAY DEPT 1972 (CWW)
 FM1026'STATION IS LOCATED IN QUAY COUNTY, NEW MEXICO, ALONG INTERSTATE 40
 FM1026'AND IS ABOUT 7.2 MILES AIR LINE WEST OF TUCUMCARI, NEW MEXICO.
 FM1026'
 FM1026'TO REACH FROM THE JUNCTION OF U.S. 66 AND FIRST STREETS IN
 FM1026'TUCUMCARI GO WEST ON U.S. 66, 3.30 MILES TO AN INTERCHANGE.  GO WEST
 FM1026'ON I-40, 3.9 MILES TO THE STATION ON THE LEFT.  STATION IS 114
 FM1026'FEET SOUTH OF THE EASTBOUND LANE OF INTERSTATE 40.
 FM1026'
 FM1026'STATION IS A STANDARD NMSHC BRASS DISK SET IN A CONCRETE MONUMENT
 FM1026'AND IS STAMPED 3510335007, 1972.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM1024 ***********************************************************************
 FM1024  DESIGNATION -  3510335008
 FM1024  PID         -  FM1024
 FM1024  STATE/COUNTY-  NM/QUAY
 FM1024  USGS QUAD   -  LIBERTY MESA (1967)
 FM1024
 FM1024                         *CURRENT SURVEY CONTROL
 FM1024  ___________________________________________________________________
 FM1024* NAD 83(1992)-  35 08 41.99395(N)    103 48 32.61040(W)     ADJUSTED  
 FM1024* NAVD 88     -      1269.4    (meters)    4165.     (feet)  VERTCON   
 FM1024  ___________________________________________________________________
 FM1024  LAPLACE CORR-          -2.58  (seconds)                    DEFLEC99
 FM1024  GEOID HEIGHT-         -23.19  (meters)                     GEOID03
 FM1024
 FM1024  HORZ ORDER  -  SECOND
 FM1024
 FM1024.The horizontal coordinates were established by classical geodetic methods
 FM1024.and adjusted by the National Geodetic Survey in December 1993..
 FM1024
 FM1024.The NAVD 88 height was computed by applying the VERTCON shift value to
 FM1024.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FM1024
 FM1024.The Laplace correction was computed from DEFLEC99 derived deflections.
 FM1024
 FM1024.The geoid height was determined by GEOID03.
 FM1024
 FM1024;                    North         East     Units Scale Factor Converg.
 FM1024;SPC NM E     -   459,788.993   212,771.398   MT  0.99993721   +0 18 06.5
 FM1024;SPC NM E     - 1,508,491.05    698,067.49   sFT  0.99993721   +0 18 06.5
 FM1024;UTM  13      - 3,889,772.110   608,485.989   MT  0.99974504   +0 41 08.3
 FM1024
 FM1024!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FM1024!SPC NM E     -   0.99980443  x   0.99993721  =   0.99974165
 FM1024!UTM  13      -   0.99980443  x   0.99974504  =   0.99954951
 FM1024
 FM1024:                Primary Azimuth Mark                     Grid Az
 FM1024:SPC NM E     -  3510335009                               080 01 28.6
 FM1024:UTM  13      -  3510335009                               079 38 26.8
 FM1024
 FM1024|---------------------------------------------------------------------|
 FM1024| PID    Reference Object                     Distance      Geod. Az  |
 FM1024|                                                           dddmmss.s |
 FM1024| FM1023 3510335009                          APPROX. 2.4 KM 0801935.1 |
 FM1024|---------------------------------------------------------------------|
 FM1024
 FM1024                          SUPERSEDED SURVEY CONTROL
 FM1024
 FM1024  NAD 83(1986)-  35 08 42.00511(N)    103 48 32.60546(W) AD(       ) 2
 FM1024  NAD 27      -  35 08 41.80093(N)    103 48 30.71922(W) AD(       ) 2
 FM1024  NGVD 29 (07/19/86) 1268.8    (m)         4163.     (f) VERT ANG       
 FM1024
 FM1024.Superseded values are not recommended for survey control.
 FM1024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM1024.See file dsdata.txt to determine how the superseded data were derived.
 FM1024
 FM1024_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFU0848689772(NAD 83)
 FM1024_MARKER: DD = SURVEY DISK
 FM1024_SETTING: 0 = UNSPECIFIED SETTING
 FM1024_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FM1024
 FM1024  HISTORY     - Date     Condition        Report By
 FM1024  HISTORY     - 1972     MONUMENTED       NMHD
 FM1024
 FM1024                          STATION DESCRIPTION
 FM1024
 FM1024'DESCRIBED BY NM HIGHWAY DEPT 1972 (CWW)
 FM1024'STATION IS LOCATED IN QUAY COUNTY, NEW MEXICO, ALONG INTERSTATE 40
 FM1024'AND IS ABOUT 5.3 MILES AIR LINE WEST OF TUCUMCARI, NEW MEXICO.
 FM1024'
 FM1024'TO REACH FROM THE JUNCTION OF U.S. 66 AND FIRST STREETS IN
 FM1024'TUCUMCARI GO WEST ON U.S. 66, 3.30 MILES TO AN INTERCHANGE.  GO WEST
 FM1024'ON I-40, 2.0 MILES TO THE STATION ON THE RIGHT.  STATION IS 106
 FM1024'FEET NORTH OF THE WESTBOUND LANE OF INTERSTATE 40.
 FM1024'
 FM1024'STATION IS A STANDARD NMSHC BRASS DISK SET IN A CONCRETE MONUMENT
 FM1024'AND IS STAMPED 3510335008, 1972.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM1023 ***********************************************************************
 FM1023  DESIGNATION -  3510335009
 FM1023  PID         -  FM1023
 FM1023  STATE/COUNTY-  NM/QUAY
 FM1023  USGS QUAD   -  LIBERTY MESA (1967)
 FM1023
 FM1023                         *CURRENT SURVEY CONTROL
 FM1023  ___________________________________________________________________
 FM1023* NAD 83(1992)-  35 08 54.85718(N)    103 47 00.66477(W)     ADJUSTED  
 FM1023* NAVD 88     -      1271.3    (meters)    4171.     (feet)  VERTCON   
 FM1023  ___________________________________________________________________
 FM1023  LAPLACE CORR-          -2.19  (seconds)                    DEFLEC99
 FM1023  GEOID HEIGHT-         -23.22  (meters)                     GEOID03
 FM1023
 FM1023  HORZ ORDER  -  SECOND
 FM1023
 FM1023.The horizontal coordinates were established by classical geodetic methods
 FM1023.and adjusted by the National Geodetic Survey in December 1993..
 FM1023
 FM1023.The NAVD 88 height was computed by applying the VERTCON shift value to
 FM1023.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FM1023
 FM1023.The Laplace correction was computed from DEFLEC99 derived deflections.
 FM1023
 FM1023.The geoid height was determined by GEOID03.
 FM1023
 FM1023;                    North         East     Units Scale Factor Converg.
 FM1023;SPC NM E     -   460,197.934   215,096.452   MT  0.99994001   +0 18 59.5
 FM1023;SPC NM E     - 1,509,832.72    705,695.61   sFT  0.99994001   +0 18 59.5
 FM1023;UTM  13      - 3,890,196.537   610,807.809   MT  0.99975132   +0 42 01.4
 FM1023
 FM1023!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FM1023!SPC NM E     -   0.99980413  x   0.99994001  =   0.99974415
 FM1023!UTM  13      -   0.99980413  x   0.99975132  =   0.99955550
 FM1023
 FM1023:                Primary Azimuth Mark                     Grid Az
 FM1023:SPC NM E     -  3510335010                               062 33 28.7
 FM1023:UTM  13      -  3510335010                               062 10 26.8
 FM1023
 FM1023|---------------------------------------------------------------------|
 FM1023| PID    Reference Object                     Distance      Geod. Az  |
 FM1023|                                                           dddmmss.s |
 FM1023| FM1022 3510335010                          APPROX. 1.8 KM 0625228.2 |
 FM1023|---------------------------------------------------------------------|
 FM1023
 FM1023                          SUPERSEDED SURVEY CONTROL
 FM1023
 FM1023  NAD 83(1986)-  35 08 54.86846(N)    103 47 00.65985(W) AD(       ) 2
 FM1023  NAD 27      -  35 08 54.66469(N)    103 46 58.77598(W) AD(       ) 2
 FM1023  NGVD 29 (07/19/86) 1270.7    (m)         4169.     (f) VERT ANG       
 FM1023
 FM1023.Superseded values are not recommended for survey control.
 FM1023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM1023.See file dsdata.txt to determine how the superseded data were derived.
 FM1023
 FM1023_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFU1080890197(NAD 83)
 FM1023_MARKER: DD = SURVEY DISK
 FM1023_SETTING: 0 = UNSPECIFIED SETTING
 FM1023_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FM1023
 FM1023  HISTORY     - Date     Condition        Report By
 FM1023  HISTORY     - 1972     MONUMENTED       NMHD
 FM1023
 FM1023                          STATION DESCRIPTION
 FM1023
 FM1023'DESCRIBED BY NM HIGHWAY DEPT 1972 (CWW)
 FM1023'STATION IS LOCATED IN QUAY COUNTY, NEW MEXICO, ALONG INTERSTATE 40
 FM1023'AND IS ABOUT 3.8 MILES AIR LINE WEST OF TUCUMCARI, NEW MEXICO.
 FM1023'
 FM1023'TO REACH FROM THE JUNCTION OF U.S. 66 AND FIRST STREETS IN
 FM1023'TUCUMCARI GO WEST ON U.S. 66, 3.30 MILES TO AN INTERCHANGE.  GO
 FM1023'WEST ON I-40, 0.5 MILES TO THE STATION ON THE LEFT.  STATION IS 93
 FM1023'FEET SOUTH OF THE EASTBOUND LANE OF INTERSTATE 40.
 FM1023'
 FM1023'STATION IS A STANDARD NMSHC BRASS DISK SET IN A CONCRETE MONUMENT
 FM1023'AND IS STAMPED 3510335009, 1972.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM1022 ***********************************************************************
 FM1022  DESIGNATION -  3510335010
 FM1022  PID         -  FM1022
 FM1022  STATE/COUNTY-  NM/QUAY
 FM1022  USGS QUAD   -  LIBERTY MESA (1967)
 FM1022
 FM1022                         *CURRENT SURVEY CONTROL
 FM1022  ___________________________________________________________________
 FM1022* NAD 83(1992)-  35 09 21.28583(N)    103 45 57.83743(W)     ADJUSTED  
 FM1022* NAVD 88     -      1268.7    (meters)    4162.     (feet)  VERTCON   
 FM1022  ___________________________________________________________________
 FM1022  LAPLACE CORR-          -2.05  (seconds)                    DEFLEC99
 FM1022  GEOID HEIGHT-         -23.23  (meters)                     GEOID03
 FM1022
 FM1022  HORZ ORDER  -  SECOND
 FM1022
 FM1022.The horizontal coordinates were established by classical geodetic methods
 FM1022.and adjusted by the National Geodetic Survey in December 1993..
 FM1022
 FM1022.The NAVD 88 height was computed by applying the VERTCON shift value to
 FM1022.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FM1022
 FM1022.The Laplace correction was computed from DEFLEC99 derived deflections.
 FM1022
 FM1022.The geoid height was determined by GEOID03.
 FM1022
 FM1022;                    North         East     Units Scale Factor Converg.
 FM1022;SPC NM E     -   461,021.266   216,681.971   MT  0.99994200   +0 19 35.9
 FM1022;SPC NM E     - 1,512,533.94    710,897.43   sFT  0.99994200   +0 19 35.9
 FM1022;UTM  13      - 3,891,030.317   612,387.479   MT  0.99975566   +0 42 38.1
 FM1022
 FM1022!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FM1022!SPC NM E     -   0.99980454  x   0.99994200  =   0.99974655
 FM1022!UTM  13      -   0.99980454  x   0.99975566  =   0.99956025
 FM1022
 FM1022:                Primary Azimuth Mark                     Grid Az
 FM1022:SPC NM E     -  3510335011                               103 25 39.9
 FM1022:UTM  13      -  3510335011                               103 02 37.7
 FM1022
 FM1022|---------------------------------------------------------------------|
 FM1022| PID    Reference Object                     Distance      Geod. Az  |
 FM1022|                                                           dddmmss.s |
 FM1022| FM1019 3510335011                          APPROX. 2.0 KM 1034515.8 |
 FM1022|---------------------------------------------------------------------|
 FM1022
 FM1022                          SUPERSEDED SURVEY CONTROL
 FM1022
 FM1022  NAD 83(1986)-  35 09 21.29717(N)    103 45 57.83252(W) AD(       ) 2
 FM1022  NAD 27      -  35 09 21.09410(N)    103 45 55.95030(W) AD(       ) 2
 FM1022  NGVD 29 (07/19/86) 1268.1    (m)         4160.     (f) VERT ANG       
 FM1022
 FM1022.Superseded values are not recommended for survey control.
 FM1022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM1022.See file dsdata.txt to determine how the superseded data were derived.
 FM1022
 FM1022_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFU1238791030(NAD 83)
 FM1022_MARKER: DD = SURVEY DISK
 FM1022_SETTING: 0 = UNSPECIFIED SETTING
 FM1022_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FM1022
 FM1022  HISTORY     - Date     Condition        Report By
 FM1022  HISTORY     - 1972     MONUMENTED       NMHD
 FM1022
 FM1022                          STATION DESCRIPTION
 FM1022
 FM1022'DESCRIBED BY NM HIGHWAY DEPT 1972 (CWW)
 FM1022'STATION IS LOCATED IN QUAY COUNTY, NEW MEXICO, ALONG
 FM1022'INTERSTATE 40 AND IS ABOUT 2.7 MILES AIR LINE WEST OF TUCUMCARI,
 FM1022'NEW MEXICO.
 FM1022'
 FM1022'TO REACH FROM THE JUNCTION OF U.S. 66 AND FIRST STREETS
 FM1022'IN TUCUMCARI GO WEST ON U.S. 66, 3.30 MILES TO AN INTERCHANGE.  GO
 FM1022'EAST ON I-40, 0.6 MILES TO THE STATION ON THE RIGHT.  STATION IS
 FM1022'110 FEET SOUTH OF THE EASTBOUND LANE OF INTERSTATE 40.
 FM1022'
 FM1022'STATION IS A STANDARD NMSHC BRASS DISK SET IN A CONCRETE
 FM1022'MONUMENT AND IS STAMPED 3510335010, 1972.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM1019 ***********************************************************************
 FM1019  DESIGNATION -  3510335011
 FM1019  PID         -  FM1019
 FM1019  STATE/COUNTY-  NM/QUAY
 FM1019  USGS QUAD   -  TUCUMCARI (1967)
 FM1019
 FM1019                         *CURRENT SURVEY CONTROL
 FM1019  ___________________________________________________________________
 FM1019* NAD 83(1992)-  35 09 05.91749(N)    103 44 41.42699(W)     ADJUSTED  
 FM1019* NAVD 88     -      1298.8    (meters)    4261.     (feet)  VERTCON   
 FM1019  ___________________________________________________________________
 FM1019  LAPLACE CORR-          -2.09  (seconds)                    DEFLEC99
 FM1019  GEOID HEIGHT-         -23.26  (meters)                     GEOID03
 FM1019
 FM1019  HORZ ORDER  -  SECOND
 FM1019
 FM1019.The horizontal coordinates were established by classical geodetic methods
 FM1019.and adjusted by the National Geodetic Survey in December 1993..
 FM1019
 FM1019.The NAVD 88 height was computed by applying the VERTCON shift value to
 FM1019.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FM1019
 FM1019.The Laplace correction was computed from DEFLEC99 derived deflections.
 FM1019
 FM1019.The geoid height was determined by GEOID03.
 FM1019
 FM1019;                    North         East     Units Scale Factor Converg.
 FM1019;SPC NM E     -   460,558.916   218,618.549   MT  0.99994451   +0 20 19.8
 FM1019;SPC NM E     - 1,511,017.04    717,251.02   sFT  0.99994451   +0 20 19.8
 FM1019;UTM  13      - 3,890,581.037   614,326.754   MT  0.99976108   +0 43 21.8
 FM1019
 FM1019!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FM1019!SPC NM E     -   0.99979982  x   0.99994451  =   0.99974434
 FM1019!UTM  13      -   0.99979982  x   0.99976108  =   0.99956095
 FM1019
 FM1019:                Primary Azimuth Mark                     Grid Az
 FM1019:SPC NM E     -  TUCUMCARI 2                              114 03 57.4
 FM1019:UTM  13      -  TUCUMCARI 2                              113 40 55.4
 FM1019
 FM1019|---------------------------------------------------------------------|
 FM1019| PID    Reference Object                     Distance      Geod. Az  |
 FM1019|                                                           dddmmss.s |
 FM1019| FM1012 TUCUMCARI 2                         APPROX. 4.6 KM 1142417.2 |
 FM1019|---------------------------------------------------------------------|
 FM1019
 FM1019                          SUPERSEDED SURVEY CONTROL
 FM1019
 FM1019  NAD 83(1986)-  35 09 05.92883(N)    103 44 41.42202(W) AD(       ) 2
 FM1019  NAD 27      -  35 09 05.72550(N)    103 44 39.54200(W) AD(       ) 2
 FM1019  NGVD 29 (07/19/86) 1298.2    (m)         4259.     (f) VERT ANG       
 FM1019
 FM1019.Superseded values are not recommended for survey control.
 FM1019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM1019.See file dsdata.txt to determine how the superseded data were derived.
 FM1019
 FM1019_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFU1432790581(NAD 83)
 FM1019_MARKER: DD = SURVEY DISK
 FM1019_SETTING: 0 = UNSPECIFIED SETTING
 FM1019_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FM1019
 FM1019  HISTORY     - Date     Condition        Report By
 FM1019  HISTORY     - 1972     MONUMENTED       NMHD
 FM1019  HISTORY     - 19960622 MARK NOT FOUND   USPSQD
 FM1019
 FM1019                          STATION DESCRIPTION
 FM1019
 FM1019'DESCRIBED BY NM HIGHWAY DEPT 1972 (CWW)
 FM1019'STATION IS LOCATED IN QUAY COUNTY, NEW MEXICO, ALONG INTERSTATE 40
 FM1019'AND IS ABOUT 1.0 MILES AIR LINE SSW OF TUCUMCARI, NEW MEXICO.
 FM1019'
 FM1019'TO REACH FROM THE JUNCTION OF U.S. 66 AND FIRST STREET IN
 FM1019'TUCUMCARI GO SOUTH ON FIRST STREET 0.95 MILES TO WASHINGTON
 FM1019'AVENUE, TURN RIGHT (WEST) AND GO 0.7 MILES TO 11TH STREET, TURN
 FM1019'LEFT (SOUTH) 0.1 MILES TO MIELDELUNA AVENUE.  TURN LEFT (WEST)
 FM1019'ONTO A DIRT ROAD AND TRAVEL 0.1 MILES TO A WIRE GATE.  PASS
 FM1019'THROUGH GATE AND CONTINUE STRAIGHT 0.2 MILES, TURN LEFT
 FM1019'(SOUTH) AND CONTINUE 0.25 MILES TO A FORK, TAKE RIGHT FORK
 FM1019'0.1 MILES IN A SOUTHERLY DIRECTION TO THE TOP OF THE HILL
 FM1019'AND THE STATION.
 FM1019'
 FM1019'STATION IS A STANDARD NMSHC BRASS DISK SET IN A CONCRETE MONUMENT
 FM1019'AND IS STAMPED 3510335011, 1972.
 FM1019
 FM1019                          STATION RECOVERY (1996)
 FM1019
 FM1019'RECOVERY NOTE BY US POWER SQUADRON 1996
 FM1019'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM1018 ***********************************************************************
 FM1018  DESIGNATION -  3510335012
 FM1018  PID         -  FM1018
 FM1018  STATE/COUNTY-  NM/QUAY
 FM1018  USGS QUAD   -  TUCUMCARI (1967)
 FM1018
 FM1018                         *CURRENT SURVEY CONTROL
 FM1018  ___________________________________________________________________
 FM1018* NAD 83(1992)-  35 09 04.11249(N)    103 44 00.07596(W)     ADJUSTED  
 FM1018* NAVD 88     -      1290.9    (meters)    4235.     (feet)  VERTCON   
 FM1018  ___________________________________________________________________
 FM1018  LAPLACE CORR-          -2.16  (seconds)                    DEFLEC99
 FM1018  GEOID HEIGHT-         -23.28  (meters)                     GEOID03
 FM1018
 FM1018  HORZ ORDER  -  SECOND
 FM1018
 FM1018.The horizontal coordinates were established by classical geodetic methods
 FM1018.and adjusted by the National Geodetic Survey in December 1993..
 FM1018
 FM1018.The NAVD 88 height was computed by applying the VERTCON shift value to
 FM1018.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FM1018
 FM1018.The Laplace correction was computed from DEFLEC99 derived deflections.
 FM1018
 FM1018.The geoid height was determined by GEOID03.
 FM1018
 FM1018;                    North         East     Units Scale Factor Converg.
 FM1018;SPC NM E     -   460,509.543   219,665.442   MT  0.99994591   +0 20 43.6
 FM1018;SPC NM E     - 1,510,855.06    720,685.70   sFT  0.99994591   +0 20 43.6
 FM1018;UTM  13      - 3,890,538.688   615,373.763   MT  0.99976405   +0 43 45.6
 FM1018
 FM1018!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FM1018!SPC NM E     -   0.99980106  x   0.99994591  =   0.99974699
 FM1018!UTM  13      -   0.99980106  x   0.99976405  =   0.99956516
 FM1018
 FM1018:                Primary Azimuth Mark                     Grid Az
 FM1018:SPC NM E     -  3510335013                               072 43 11.1
 FM1018:UTM  13      -  3510335013                               072 20 09.1
 FM1018
 FM1018|---------------------------------------------------------------------|
 FM1018| PID    Reference Object                     Distance      Geod. Az  |
 FM1018|                                                           dddmmss.s |
 FM1018| FM1017 3510335013                          APPROX. 3.7 KM 0730354.7 |
 FM1018|---------------------------------------------------------------------|
 FM1018
 FM1018                          SUPERSEDED SURVEY CONTROL
 FM1018
 FM1018  NAD 83(1986)-  35 09 04.12381(N)    103 44 00.07092(W) AD(       ) 2
 FM1018  NAD 27      -  35 09 03.92047(N)    103 43 58.19230(W) AD(       ) 2
 FM1018  NGVD 29 (07/19/86) 1290.3    (m)         4233.     (f) VERT ANG       
 FM1018
 FM1018.Superseded values are not recommended for survey control.
 FM1018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM1018.See file dsdata.txt to determine how the superseded data were derived.
 FM1018
 FM1018_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFU1537490539(NAD 83)
 FM1018_MARKER: DD = SURVEY DISK
 FM1018_SETTING: 0 = UNSPECIFIED SETTING
 FM1018_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FM1018
 FM1018  HISTORY     - Date     Condition        Report By
 FM1018  HISTORY     - 1972     MONUMENTED       NMHD
 FM1018
 FM1018                          STATION DESCRIPTION
 FM1018
 FM1018'DESCRIBED BY NM HIGHWAY DEPT 1972 (CWW)
 FM1018'STATION IS LOCATED IN QUAY COUNTY, NEW MEXICO, ALONG INTERSTATE 40
 FM1018'AND IS ABOUT 1.0 MILES AIR LINE SSE OF TUCUMCARI, NEW MEXICO.
 FM1018'
 FM1018'TO REACH FROM THE JUNCTION OF U.S. 66 AND FIRST STREET IN
 FM1018'TUCUMCARI GO SOUTH ON FIRST STREET, 1.4 MILES TO SIERRA AVENUE,
 FM1018'TURN RIGHT, WEST, AND GO 0.4 MILES TO A T INTERSECTION.  CONTINUE
 FM1018'STRAIGHT ON ERODED DIRT ROAD 0.05 MILES, TURN RIGHT (NORTH) ON
 FM1018'DIRT ROAD AND CONTINUE 0.05 MILES TO THE STATION ON THE
 FM1018'LEFT.  STATION IS 75 FEET WEST OF THE DIRT ROAD.
 FM1018'
 FM1018'STATION IS A STANDARD NMSHC BRASS DISK SET IN A CONCRETE
 FM1018'MONUMENT AND IS STAMPED 3510335012, 1972.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM1017 ***********************************************************************
 FM1017  DESIGNATION -  3510335013
 FM1017  PID         -  FM1017
 FM1017  STATE/COUNTY-  NM/QUAY
 FM1017  USGS QUAD   -  TUCUMCARI (1967)
 FM1017
 FM1017                         *CURRENT SURVEY CONTROL
 FM1017  ___________________________________________________________________
 FM1017* NAD 83(1992)-  35 09 39.24976(N)    103 41 39.46501(W)     ADJUSTED  
 FM1017* NAVD 88     -      1246.8    (meters)    4091.     (feet)  VERTCON   
 FM1017  ___________________________________________________________________
 FM1017  LAPLACE CORR-          -2.03  (seconds)                    DEFLEC99
 FM1017  GEOID HEIGHT-         -23.30  (meters)                     GEOID03
 FM1017
 FM1017  HORZ ORDER  -  SECOND
 FM1017
 FM1017.The horizontal coordinates were established by classical geodetic methods
 FM1017.and adjusted by the National Geodetic Survey in December 1993..
 FM1017
 FM1017.The NAVD 88 height was computed by applying the VERTCON shift value to
 FM1017.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FM1017
 FM1017.The Laplace correction was computed from DEFLEC99 derived deflections.
 FM1017
 FM1017.The geoid height was determined by GEOID03.
 FM1017
 FM1017;                    North         East     Units Scale Factor Converg.
 FM1017;SPC NM E     -   461,614.469   223,217.255   MT  0.99995085   +0 22 04.9
 FM1017;SPC NM E     - 1,514,480.14    732,338.61   sFT  0.99995085   +0 22 04.9
 FM1017;UTM  13      - 3,891,667.187   618,917.456   MT  0.99977428   +0 45 07.2
 FM1017
 FM1017!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FM1017!SPC NM E     -   0.99980799  x   0.99995085  =   0.99975885
 FM1017!UTM  13      -   0.99980799  x   0.99977428  =   0.99958231
 FM1017
 FM1017:                Primary Azimuth Mark                     Grid Az
 FM1017:SPC NM E     -  3510335014                               065 30 29.7
 FM1017:UTM  13      -  3510335014                               065 07 27.4
 FM1017
 FM1017|---------------------------------------------------------------------|
 FM1017| PID    Reference Object                     Distance      Geod. Az  |
 FM1017|                                                           dddmmss.s |
 FM1017| FM1016 3510335014                          APPROX. 1.9 KM 0655234.6 |
 FM1017|---------------------------------------------------------------------|
 FM1017
 FM1017                          SUPERSEDED SURVEY CONTROL
 FM1017
 FM1017  NAD 83(1986)-  35 09 39.26088(N)    103 41 39.45986(W) AD(       ) 2
 FM1017  NAD 27      -  35 09 39.05824(N)    103 41 37.58570(W) AD(       ) 2
 FM1017  NGVD 29 (07/19/86) 1246.2    (m)         4089.     (f) VERT ANG       
 FM1017
 FM1017.Superseded values are not recommended for survey control.
 FM1017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM1017.See file dsdata.txt to determine how the superseded data were derived.
 FM1017
 FM1017_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFU1891791667(NAD 83)
 FM1017_MARKER: DD = SURVEY DISK
 FM1017_SETTING: 0 = UNSPECIFIED SETTING
 FM1017_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FM1017
 FM1017  HISTORY     - Date     Condition        Report By
 FM1017  HISTORY     - 1972     MONUMENTED       NMHD
 FM1017
 FM1017                          STATION DESCRIPTION
 FM1017
 FM1017'DESCRIBED BY NM HIGHWAY DEPT 1972 (CWW)
 FM1017'STATION IS LOCATED IN QUAY COUNTY, NEW MEXICO, ALONG INTERSTATE 40
 FM1017'AND IS ABOUT 1.0 MILES AIR LINE SE OF TUCUMCARI, NEW MEXICO.
 FM1017'
 FM1017'TO REACH FROM THE INTERSECTION OF U.S. 66 AND FIRST STREET IN
 FM1017'TUCUMCARI GO EAST ON U.S. 66, 1.25 MILES TO MOUNTAIN RD., TURN
 FM1017'RIGHT (SOUTH) AND GO 1.0 MILES TO A DIRT ROAD ON THE LEFT
 FM1017'(EAST).  TURN LEFT AND CONTINUE 0.15 MILES TO A CATTLE GUARD ON
 FM1017'THE LEFT.  TURN LEFT (NORTH) AND CONTINUE ALONG SMALL CONCRETE
 FM1017'LINED IRRIGATION DITCH 0.40 MILES TO THE STATION ON THE RIGHT,
 FM1017'NEXT TO A CATTLE GUARD.
 FM1017'
 FM1017'STATION IS A STANDARD NMSHC BRASS DISK SET IN A CONCRETE MONUMENT
 FM1017'AND IS STAMPED 3510335013, 1972.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM1016 ***********************************************************************
 FM1016  DESIGNATION -  3510335014
 FM1016  PID         -  FM1016
 FM1016  STATE/COUNTY-  NM/QUAY
 FM1016  USGS QUAD   -  TUCUMCARI (1967)
 FM1016
 FM1016                         *CURRENT SURVEY CONTROL
 FM1016  ___________________________________________________________________
 FM1016* NAD 83(1992)-  35 10 03.86731(N)    103 40 32.50583(W)     ADJUSTED  
 FM1016* NAVD 88     -      1253.0    (meters)    4111.     (feet)  VERTCON   
 FM1016  ___________________________________________________________________
 FM1016  LAPLACE CORR-          -1.86  (seconds)                    DEFLEC99
 FM1016  GEOID HEIGHT-         -23.31  (meters)                     GEOID03
 FM1016
 FM1016  HORZ ORDER  -  SECOND
 FM1016
 FM1016.The horizontal coordinates were established by classical geodetic methods
 FM1016.and adjusted by the National Geodetic Survey in December 1993..
 FM1016
 FM1016.The NAVD 88 height was computed by applying the VERTCON shift value to
 FM1016.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FM1016
 FM1016.The Laplace correction was computed from DEFLEC99 derived deflections.
 FM1016
 FM1016.The geoid height was determined by GEOID03.
 FM1016
 FM1016;                    North         East     Units Scale Factor Converg.
 FM1016;SPC NM E     -   462,384.115   224,906.731   MT  0.99995331   +0 22 43.7
 FM1016;SPC NM E     - 1,517,005.22    737,881.50   sFT  0.99995331   +0 22 43.7
 FM1016;UTM  13      - 3,892,448.003   620,601.441   MT  0.99977925   +0 45 46.3
 FM1016
 FM1016!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FM1016!SPC NM E     -   0.99980702  x   0.99995331  =   0.99976034
 FM1016!UTM  13      -   0.99980702  x   0.99977925  =   0.99958631
 FM1016
 FM1016:                Primary Azimuth Mark                     Grid Az
 FM1016:SPC NM E     -  3510335015                               083 05 31.2
 FM1016:UTM  13      -  3510335015                               082 42 28.6
 FM1016
 FM1016|---------------------------------------------------------------------|
 FM1016| PID    Reference Object                     Distance      Geod. Az  |
 FM1016|                                                           dddmmss.s |
 FM1016| FM1015 3510335015                          APPROX. 4.0 KM 0832814.9 |
 FM1016|---------------------------------------------------------------------|
 FM1016
 FM1016                          SUPERSEDED SURVEY CONTROL
 FM1016
 FM1016  NAD 83(1986)-  35 10 03.87829(N)    103 40 32.50056(W) AD(       ) 2
 FM1016  NAD 27      -  35 10 03.67606(N)    103 40 30.62855(W) AD(       ) 2
 FM1016  NGVD 29 (07/19/86) 1252.4    (m)         4109.     (f) VERT ANG       
 FM1016
 FM1016.Superseded values are not recommended for survey control.
 FM1016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM1016.See file dsdata.txt to determine how the superseded data were derived.
 FM1016
 FM1016_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFU2060192448(NAD 83)
 FM1016_MARKER: DD = SURVEY DISK
 FM1016_SETTING: 0 = UNSPECIFIED SETTING
 FM1016_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FM1016
 FM1016  HISTORY     - Date     Condition        Report By
 FM1016  HISTORY     - 1972     MONUMENTED       NMHD
 FM1016
 FM1016                          STATION DESCRIPTION
 FM1016
 FM1016'DESCRIBED BY NM HIGHWAY DEPT 1972 (CWW)
 FM1016'STATION IS LOCATED IN QUAY COUNTY, NEW MEXICO, ALONG INTERSTATE 40
 FM1016'AND IS ABOUT 1.0 MILES AIR LINE EAST OF TUCUMCARI, NEW MEXICO.
 FM1016'
 FM1016'TO REACH FROM THE INTERSECTION OF U.S. 66 AND FIRST STREET IN
 FM1016'TUCUMCARI GO EAST ON U.S. 66, 3.05 MILES TO A LARGE IRRIGATION
 FM1016'DITCH.  TURN RIGHT AND FOLLOW DITCH BANK 0.3 MILES TO A DIRT ROAD,
 FM1016'TURN RIGHT AND FOLLOW DIRT ROAD 0.15 MILES TO A FORK.  TAKE LEFT
 FM1016'FORK 100 FEET TO STATION ON THE WEST END OF A WIRE GATE.
 FM1016'
 FM1016'STATION IS A STANDARD NMSHC BRASS DISK SET IN A CONCRETE MONUMENT
 FM1016'AND IS STAMPED 3510335014, 1972.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM1015 ***********************************************************************
 FM1015  DESIGNATION -  3510335015
 FM1015  PID         -  FM1015
 FM1015  STATE/COUNTY-  NM/QUAY
 FM1015  USGS QUAD   -  TUCUMCARI (1967)
 FM1015
 FM1015                         *CURRENT SURVEY CONTROL
 FM1015  ___________________________________________________________________
 FM1015* NAD 83(1992)-  35 10 18.76930(N)    103 37 53.62809(W)     ADJUSTED  
 FM1015* NAVD 88     -      1235.1    (meters)    4052.     (feet)  VERTCON   
 FM1015  ___________________________________________________________________
 FM1015  LAPLACE CORR-          -1.75  (seconds)                    DEFLEC99
 FM1015  GEOID HEIGHT-         -23.34  (meters)                     GEOID03
 FM1015
 FM1015  HORZ ORDER  -  SECOND
 FM1015
 FM1015.The horizontal coordinates were established by classical geodetic methods
 FM1015.and adjusted by the National Geodetic Survey in December 1993..
 FM1015
 FM1015.The NAVD 88 height was computed by applying the VERTCON shift value to
 FM1015.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FM1015
 FM1015.The Laplace correction was computed from DEFLEC99 derived deflections.
 FM1015
 FM1015.The geoid height was determined by GEOID03.
 FM1015
 FM1015;                    North         East     Units Scale Factor Converg.
 FM1015;SPC NM E     -   462,870.801   228,923.777   MT  0.99995943   +0 24 15.3
 FM1015;SPC NM E     - 1,518,601.95    751,060.76   sFT  0.99995943   +0 24 15.3
 FM1015;UTM  13      - 3,892,961.518   624,614.447   MT  0.99979138   +0 47 18.1
 FM1015
 FM1015!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FM1015!SPC NM E     -   0.99980983  x   0.99995943  =   0.99976927
 FM1015!UTM  13      -   0.99980983  x   0.99979138  =   0.99960125
 FM1015
 FM1015:                Primary Azimuth Mark                     Grid Az
 FM1015:SPC NM E     -  CARI 2                                   087 26 27.9
 FM1015:UTM  13      -  CARI 2                                   087 03 25.1
 FM1015
 FM1015|---------------------------------------------------------------------|
 FM1015| PID    Reference Object                     Distance      Geod. Az  |
 FM1015|                                                           dddmmss.s |
 FM1015| FM0994 CARI 2                              APPROX. 2.0 KM 0875043.2 |
 FM1015|---------------------------------------------------------------------|
 FM1015
 FM1015                          SUPERSEDED SURVEY CONTROL
 FM1015
 FM1015  NAD 83(1986)-  35 10 18.77956(N)    103 37 53.62222(W) AD(       ) 2
 FM1015  NAD 27      -  35 10 18.57752(N)    103 37 51.75611(W) AD(       ) 2
 FM1015  NGVD 29 (07/19/86) 1234.5    (m)         4050.     (f) VERT ANG       
 FM1015
 FM1015.Superseded values are not recommended for survey control.
 FM1015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM1015.See file dsdata.txt to determine how the superseded data were derived.
 FM1015
 FM1015_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFU2461492962(NAD 83)
 FM1015_MARKER: DD = SURVEY DISK
 FM1015_SETTING: 0 = UNSPECIFIED SETTING
 FM1015_PROJECTION: FLUSH
 FM1015_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FM1015
 FM1015  HISTORY     - Date     Condition        Report By
 FM1015  HISTORY     - 1972     MONUMENTED       NMHD
 FM1015  HISTORY     - 19990202 MARK NOT FOUND   NGS
 FM1015
 FM1015                          STATION DESCRIPTION
 FM1015
 FM1015'DESCRIBED BY NM HIGHWAY DEPT 1972 (CWW)
 FM1015'STATION IS LOCATED IN QUAY COUNTY, NEW MEXICO, ALONG
 FM1015'INTERSTATE 40 AND IS ABOUT 5.1 MILES AIR LINE EAST OF TUCUMCARI,
 FM1015'NEW MEXICO.
 FM1015'
 FM1015'TO REACH FROM THE JUNCTION OF U.S. 66 AND FIRST STREETS IN
 FM1015'TUCUMCARI GO EAST ON U.S. 66, 5.1 MILES TO THE STATION ON THE
 FM1015'RIGHT.  STATION IS 80 FEET SOUTH OF THE CENTERLINE OF OLD U.S. 66.
 FM1015'
 FM1015'STATION IS A STANDARD NMSHC BRASS DISK SET IN A CONCRETE MONUMENT
 FM1015'AND IS STAMPED 3510335015, 1972.
 FM1015
 FM1015                          STATION RECOVERY (1999)
 FM1015
 FM1015'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 FM1015'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0998 ***********************************************************************
 FM0998  DESIGNATION -  3510335016
 FM0998  PID         -  FM0998
 FM0998  STATE/COUNTY-  NM/QUAY
 FM0998  USGS QUAD   -  LESBIA (1968)
 FM0998
 FM0998                         *CURRENT SURVEY CONTROL
 FM0998  ___________________________________________________________________
 FM0998* NAD 83(1992)-  35 10 19.38996(N)    103 35 45.46159(W)     ADJUSTED  
 FM0998* NAVD 88     -      1224.7    (meters)    4018.     (feet)  VERTCON   
 FM0998  ___________________________________________________________________
 FM0998  LAPLACE CORR-          -1.70  (seconds)                    DEFLEC99
 FM0998  GEOID HEIGHT-         -23.38  (meters)                     GEOID03
 FM0998
 FM0998  HORZ ORDER  -  SECOND
 FM0998
 FM0998.The horizontal coordinates were established by classical geodetic methods
 FM0998.and adjusted by the National Geodetic Survey in December 1993..
 FM0998
 FM0998.The NAVD 88 height was computed by applying the VERTCON shift value to
 FM0998.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FM0998
 FM0998.The Laplace correction was computed from DEFLEC99 derived deflections.
 FM0998
 FM0998.The geoid height was determined by GEOID03.
 FM0998
 FM0998;                    North         East     Units Scale Factor Converg.
 FM0998;SPC NM E     -   462,913.389   232,166.640   MT  0.99996467   +0 25 29.2
 FM0998;SPC NM E     - 1,518,741.68    761,700.05   sFT  0.99996467   +0 25 29.2
 FM0998;UTM  13      - 3,893,025.835   627,856.415   MT  0.99980147   +0 48 32.0
 FM0998
 FM0998!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FM0998!SPC NM E     -   0.99981147  x   0.99996467  =   0.99977615
 FM0998!UTM  13      -   0.99981147  x   0.99980147  =   0.99961298
 FM0998
 FM0998:                Primary Azimuth Mark                     Grid Az
 FM0998:SPC NM E     -  3510335017                               089 17 35.8
 FM0998:UTM  13      -  3510335017                               088 54 33.0
 FM0998
 FM0998|---------------------------------------------------------------------|
 FM0998| PID    Reference Object                     Distance      Geod. Az  |
 FM0998|                                                           dddmmss.s |
 FM0998| FM0997 3510335017                          APPROX. 2.2 KM 0894305.0 |
 FM0998|---------------------------------------------------------------------|
 FM0998
 FM0998                          SUPERSEDED SURVEY CONTROL
 FM0998
 FM0998  NAD 83(1986)-  35 10 19.39957(N)    103 35 45.45534(W) AD(       ) 2
 FM0998  NAD 27      -  35 10 19.19713(N)    103 35 43.59408(W) AD(       ) 2
 FM0998  NGVD 29 (07/19/86) 1224.1    (m)         4016.     (f) VERT ANG       
 FM0998
 FM0998.Superseded values are not recommended for survey control.
 FM0998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0998.See file dsdata.txt to determine how the superseded data were derived.
 FM0998
 FM0998_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFU2785693026(NAD 83)
 FM0998_MARKER: DD = SURVEY DISK
 FM0998_SETTING: 0 = UNSPECIFIED SETTING
 FM0998_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FM0998
 FM0998  HISTORY     - Date     Condition        Report By
 FM0998  HISTORY     - 1972     MONUMENTED       NMHD
 FM0998
 FM0998                          STATION DESCRIPTION
 FM0998
 FM0998'DESCRIBED BY NM HIGHWAY DEPT 1972 (CWW)
 FM0998'STATION IS LOCATED IN QUAY COUNTY, NEW MEXICO, ALONG INTERSTATE 40
 FM0998'AND IS ABOUT 7.1 MILES AIR LINE EAST OF TUCUMCARI, NEW MEXICO.
 FM0998'
 FM0998'TO REACH FROM THE JUNCTION OF U.S. 66 AND FIRST STREETS IN
 FM0998'TUCUMCARI GO EAST ON U.S. 66, 7.1 MILES TO THE STATION ON THE
 FM0998'RIGHT.  STATION IS 67 FEET SOUTH OF THE CENTERLINE OF OLD U.S. 66.
 FM0998'
 FM0998'STATION IS A STANDARD NMSHC BRASS DISK SET IN A CONCRETE MONUMENT
 FM0998'AND IS STAMPED 3510335016, 1972.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0997 ***********************************************************************
 FM0997  DESIGNATION -  3510335017
 FM0997  PID         -  FM0997
 FM0997  STATE/COUNTY-  NM/QUAY
 FM0997  USGS QUAD   -  LESBIA (1968)
 FM0997
 FM0997                         *CURRENT SURVEY CONTROL
 FM0997  ___________________________________________________________________
 FM0997* NAD 83(1992)-  35 10 19.73056(N)    103 34 19.04774(W)     ADJUSTED  
 FM0997* NAVD 88     -      1219.9    (meters)    4002.     (feet)  VERTCON   
 FM0997  ___________________________________________________________________
 FM0997  LAPLACE CORR-          -1.57  (seconds)                    DEFLEC99
 FM0997  GEOID HEIGHT-         -23.39  (meters)                     GEOID03
 FM0997
 FM0997  HORZ ORDER  -  SECOND
 FM0997
 FM0997.The horizontal coordinates were established by classical geodetic methods
 FM0997.and adjusted by the National Geodetic Survey in December 1993..
 FM0997
 FM0997.The NAVD 88 height was computed by applying the VERTCON shift value to
 FM0997.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FM0997
 FM0997.The Laplace correction was computed from DEFLEC99 derived deflections.
 FM0997
 FM0997.The geoid height was determined by GEOID03.
 FM0997
 FM0997;                    North         East     Units Scale Factor Converg.
 FM0997;SPC NM E     -   462,940.359   234,353.095   MT  0.99996835   +0 26 18.9
 FM0997;SPC NM E     - 1,518,830.16    768,873.45   sFT  0.99996835   +0 26 18.9
 FM0997;UTM  13      - 3,893,067.456   630,042.287   MT  0.99980841   +0 49 21.8
 FM0997
 FM0997!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FM0997!SPC NM E     -   0.99981223  x   0.99996835  =   0.99978058
 FM0997!UTM  13      -   0.99981223  x   0.99980841  =   0.99962067
 FM0997
 FM0997:                Primary Azimuth Mark                     Grid Az
 FM0997:SPC NM E     -  3510335018                               089 16 54.6
 FM0997:UTM  13      -  3510335018                               088 53 51.7
 FM0997
 FM0997|---------------------------------------------------------------------|
 FM0997| PID    Reference Object                     Distance      Geod. Az  |
 FM0997|                                                           dddmmss.s |
 FM0997| FM0996 3510335018                          APPROX. 1.8 KM 0894313.5 |
 FM0997|---------------------------------------------------------------------|
 FM0997
 FM0997                          SUPERSEDED SURVEY CONTROL
 FM0997
 FM0997  NAD 83(1986)-  35 10 19.73963(N)    103 34 19.04135(W) AD(       ) 2
 FM0997  NAD 27      -  35 10 19.53646(N)    103 34 17.18343(W) AD(       ) 2
 FM0997  NGVD 29 (07/19/86) 1219.3    (m)         4000.     (f) VERT ANG       
 FM0997
 FM0997.Superseded values are not recommended for survey control.
 FM0997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0997.See file dsdata.txt to determine how the superseded data were derived.
 FM0997
 FM0997_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFU3004293067(NAD 83)
 FM0997_MARKER: DD = SURVEY DISK
 FM0997_SETTING: 0 = UNSPECIFIED SETTING
 FM0997_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FM0997
 FM0997  HISTORY     - Date     Condition        Report By
 FM0997  HISTORY     - 1972     MONUMENTED       NMHD
 FM0997
 FM0997                          STATION DESCRIPTION
 FM0997
 FM0997'DESCRIBED BY NM HIGHWAY DEPT 1972 (CWW)
 FM0997'STATION IS LOCATED IN QUAY COUNTY, NEW MEXICO, ALONG INTERSTATE
 FM0997'40 AND IS ABOUT 8.5 MILES AIR LINE EAST OF TUCUMCARI, NEW MEXICO.
 FM0997'
 FM0997'TO REACH FROM THE JUNCTION OF U.S. 66 AND FIRST STREETS
 FM0997'IN TUCUMCARI GO EAST ON U.S. 66, 8.5 MILES TO THE STATION ON THE
 FM0997'RIGHT.  STATION IS 74 FEET SOUTH OF THE CENTERLINE OF OLD U.S. 66.
 FM0997'
 FM0997'STATION IS A STANDARD NMSHC BRASS DISK SET IN A CONCRETE
 FM0997'MONUMENT AND IS STAMPED 3510335017, 1972.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0996 ***********************************************************************
 FM0996  DESIGNATION -  3510335018
 FM0996  PID         -  FM0996
 FM0996  STATE/COUNTY-  NM/QUAY
 FM0996  USGS QUAD   -  LESBIA (1968)
 FM0996
 FM0996                         *CURRENT SURVEY CONTROL
 FM0996  ___________________________________________________________________
 FM0996* NAD 83(1992)-  35 10 20.01367(N)    103 33 06.89966(W)     ADJUSTED  
 FM0996* NAVD 88     -      1209.6    (meters)    3968.     (feet)  VERTCON   
 FM0996  ___________________________________________________________________
 FM0996  LAPLACE CORR-          -1.37  (seconds)                    DEFLEC99
 FM0996  GEOID HEIGHT-         -23.41  (meters)                     GEOID03
 FM0996
 FM0996  HORZ ORDER  -  SECOND
 FM0996
 FM0996.The horizontal coordinates were established by classical geodetic methods
 FM0996.and adjusted by the National Geodetic Survey in December 1993..
 FM0996
 FM0996.The NAVD 88 height was computed by applying the VERTCON shift value to
 FM0996.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FM0996
 FM0996.The Laplace correction was computed from DEFLEC99 derived deflections.
 FM0996
 FM0996.The geoid height was determined by GEOID03.
 FM0996
 FM0996;                    North         East     Units Scale Factor Converg.
 FM0996;SPC NM E     -   462,963.243   236,178.595   MT  0.99997151   +0 27 00.5
 FM0996;SPC NM E     - 1,518,905.24    774,862.61   sFT  0.99997151   +0 27 00.5
 FM0996;UTM  13      - 3,893,102.571   631,867.303   MT  0.99981430   +0 50 03.4
 FM0996
 FM0996!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FM0996!SPC NM E     -   0.99981385  x   0.99997151  =   0.99978536
 FM0996!UTM  13      -   0.99981385  x   0.99981430  =   0.99962818
 FM0996
 FM0996:                Primary Azimuth Mark                     Grid Az
 FM0996:SPC NM E     -  3510335019                               089 08 46.9
 FM0996:UTM  13      -  3510335019                               088 45 44.0
 FM0996
 FM0996|---------------------------------------------------------------------|
 FM0996| PID    Reference Object                     Distance      Geod. Az  |
 FM0996|                                                           dddmmss.s |
 FM0996| FM0995 3510335019                          APPROX. 2.5 KM 0893547.4 |
 FM0996|---------------------------------------------------------------------|
 FM0996
 FM0996                          SUPERSEDED SURVEY CONTROL
 FM0996
 FM0996  NAD 83(1986)-  35 10 20.02226(N)    103 33 06.89314(W) AD(       ) 2
 FM0996  NAD 27      -  35 10 19.81830(N)    103 33 05.03819(W) AD(       ) 2
 FM0996  NGVD 29 (07/19/86) 1209.0    (m)         3967.     (f) VERT ANG       
 FM0996
 FM0996.Superseded values are not recommended for survey control.
 FM0996.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0996.See file dsdata.txt to determine how the superseded data were derived.
 FM0996
 FM0996_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFU3186793103(NAD 83)
 FM0996_MARKER: DD = SURVEY DISK
 FM0996_SETTING: 0 = UNSPECIFIED SETTING
 FM0996_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FM0996
 FM0996  HISTORY     - Date     Condition        Report By
 FM0996  HISTORY     - 1972     MONUMENTED       NMHD
 FM0996
 FM0996                          STATION DESCRIPTION
 FM0996
 FM0996'DESCRIBED BY NM HIGHWAY DEPT 1972 (CWW)
 FM0996'STATION IS LOCATED IN QUAY COUNTY, NEW MEXICO, ALONG INTERSTATE
 FM0996'40 AND IS ABOUT 9.6 MILES AIR LINE EAST OF TUCUMCARI, NEW MEXICO.
 FM0996'
 FM0996'TO REACH FROM THE JUNCTION OF U.S. 66 AND FIRST STREETS
 FM0996'IN TUCUMCARI GO EAST ON U.S. 66, 9.6 MILES TO THE STATION ON THE
 FM0996'RIGHT.  STATION IS 73 FEET SOUTH OF THE CENTERLINE OF OLD U.S. 66.
 FM0996'
 FM0996'STATION IS A STANDARD NMSHC BRASS DISK SET IN A CONCRETE
 FM0996'MONUMENT AND IS STAMPED 3510335018, 1972.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0995 ***********************************************************************
 FM0995  DESIGNATION -  3510335019
 FM0995  PID         -  FM0995
 FM0995  STATE/COUNTY-  NM/QUAY
 FM0995  USGS QUAD   -  LESBIA (1968)
 FM0995
 FM0995                         *CURRENT SURVEY CONTROL
 FM0995  ___________________________________________________________________
 FM0995* NAD 83(1992)-  35 10 20.56520(N)    103 31 29.64580(W)     ADJUSTED  
 FM0995* NAVD 88     -      1209.1    (meters)    3967.     (feet)  VERTCON   
 FM0995  ___________________________________________________________________
 FM0995  LAPLACE CORR-          -1.13  (seconds)                    DEFLEC99
 FM0995  GEOID HEIGHT-         -23.42  (meters)                     GEOID03
 FM0995
 FM0995  HORZ ORDER  -  SECOND
 FM0995
 FM0995.The horizontal coordinates were established by classical geodetic methods
 FM0995.and adjusted by the National Geodetic Survey in December 1993..
 FM0995
 FM0995.The NAVD 88 height was computed by applying the VERTCON shift value to
 FM0995.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FM0995
 FM0995.The Laplace correction was computed from DEFLEC99 derived deflections.
 FM0995
 FM0995.The geoid height was determined by GEOID03.
 FM0995
 FM0995;                    North         East     Units Scale Factor Converg.
 FM0995;SPC NM E     -   462,999.907   238,639.282   MT  0.99997590   +0 27 56.6
 FM0995;SPC NM E     - 1,519,025.53    782,935.71   sFT  0.99997590   +0 27 56.6
 FM0995;UTM  13      - 3,893,155.723   634,327.306   MT  0.99982237   +0 50 59.4
 FM0995
 FM0995!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FM0995!SPC NM E     -   0.99981393  x   0.99997590  =   0.99978983
 FM0995!UTM  13      -   0.99981393  x   0.99982237  =   0.99963633
 FM0995
 FM0995:                Primary Azimuth Mark                     Grid Az
 FM0995:SPC NM E     -  3510335020                               089 23 59.3
 FM0995:UTM  13      -  3510335020                               089 00 56.5
 FM0995
 FM0995|---------------------------------------------------------------------|
 FM0995| PID    Reference Object                     Distance      Geod. Az  |
 FM0995|                                                           dddmmss.s |
 FM0995| FM0975 3510335020                          APPROX. 2.4 KM 0895155.9 |
 FM0995|---------------------------------------------------------------------|
 FM0995
 FM0995                          SUPERSEDED SURVEY CONTROL
 FM0995
 FM0995  NAD 83(1986)-  35 10 20.57315(N)    103 31 29.63914(W) AD(       ) 2
 FM0995  NAD 27      -  35 10 20.36805(N)    103 31 27.78784(W) AD(       ) 2
 FM0995  NGVD 29 (07/19/86) 1208.5    (m)         3965.     (f) VERT ANG       
 FM0995
 FM0995.Superseded values are not recommended for survey control.
 FM0995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0995.See file dsdata.txt to determine how the superseded data were derived.
 FM0995
 FM0995_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFU3432793156(NAD 83)
 FM0995_MARKER: DD = SURVEY DISK
 FM0995_SETTING: 0 = UNSPECIFIED SETTING
 FM0995_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FM0995
 FM0995  HISTORY     - Date     Condition        Report By
 FM0995  HISTORY     - 1972     MONUMENTED       NMHD
 FM0995
 FM0995                          STATION DESCRIPTION
 FM0995
 FM0995'DESCRIBED BY NM HIGHWAY DEPT 1972 (CWW)
 FM0995'STATION IS LOCATED IN QUAY COUNTY, NEW MEXICO, ALONG INTERSTATE
 FM0995'40 AND IS ABOUT 11.2 MILES AIR LINE EAST OF TUCUMCARI, NEW MEXICO.
 FM0995'
 FM0995'TO REACH FROM THE JUNCTION OF U.S. 66 AND FIRST STREETS IN
 FM0995'TUCUMCARI GO EAST ON U.S. 66, 11.2 MILES TO THE STATION ON THE
 FM0995'RIGHT.  STATION IS 50 FEET SOUTH OF THE CENTERLINE OF OLD U.S. 66.
 FM0995'
 FM0995'STATION IS A STANDARD NMSHC BRASS DISK SET IN A CONCRETE
 FM0995'MONUMENT AND IS STAMPED 3510335019, 1972.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0975 ***********************************************************************
 FM0975  DESIGNATION -  3510335020
 FM0975  PID         -  FM0975
 FM0975  STATE/COUNTY-  NM/QUAY
 FM0975  USGS QUAD   -  SAN JON NW (1982)
 FM0975
 FM0975                         *CURRENT SURVEY CONTROL
 FM0975  ___________________________________________________________________
 FM0975* NAD 83(1992)-  35 10 20.73680(N)    103 29 55.29724(W)     ADJUSTED  
 FM0975* NAVD 88     -      1215.9    (meters)    3989.     (feet)  VERTCON   
 FM0975  ___________________________________________________________________
 FM0975  LAPLACE CORR-          -1.07  (seconds)                    DEFLEC99
 FM0975  GEOID HEIGHT-         -23.43  (meters)                     GEOID03
 FM0975
 FM0975  HORZ ORDER  -  SECOND
 FM0975
 FM0975.The horizontal coordinates were established by classical geodetic methods
 FM0975.and adjusted by the National Geodetic Survey in December 1993..
 FM0975
 FM0975.The NAVD 88 height was computed by applying the VERTCON shift value to
 FM0975.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FM0975
 FM0975.The Laplace correction was computed from DEFLEC99 derived deflections.
 FM0975
 FM0975.The geoid height was determined by GEOID03.
 FM0975
 FM0975;                    North         East     Units Scale Factor Converg.
 FM0975;SPC NM E     -   463,024.914   241,026.550   MT  0.99998030   +0 28 50.9
 FM0975;SPC NM E     - 1,519,107.57    790,767.94   sFT  0.99998030   +0 28 50.9
 FM0975;UTM  13      - 3,893,196.729   636,713.990   MT  0.99983035   +0 51 53.8
 FM0975
 FM0975!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FM0975!SPC NM E     -   0.99981286  x   0.99998030  =   0.99979317
 FM0975!UTM  13      -   0.99981286  x   0.99983035  =   0.99964325
 FM0975
 FM0975                          SUPERSEDED SURVEY CONTROL
 FM0975
 FM0975  NAD 83(1986)-  35 10 20.74421(N)    103 29 55.29045(W) AD(       ) 2
 FM0975  NAD 27      -  35 10 20.53791(N)    103 29 53.44270(W) AD(       ) 2
 FM0975  NGVD 29 (07/19/86) 1215.3    (m)         3987.     (f) VERT ANG       
 FM0975
 FM0975.Superseded values are not recommended for survey control.
 FM0975.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0975.See file dsdata.txt to determine how the superseded data were derived.
 FM0975
 FM0975_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFU3671493197(NAD 83)
 FM0975_MARKER: DD = SURVEY DISK
 FM0975_SETTING: 0 = UNSPECIFIED SETTING
 FM0975_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FM0975
 FM0975  HISTORY     - Date     Condition        Report By
 FM0975  HISTORY     - 1972     MONUMENTED       NMHD
 FM0975
 FM0975                          STATION DESCRIPTION
 FM0975
 FM0975'DESCRIBED BY NM HIGHWAY DEPT 1972 (CWW)
 FM0975'STATION IS LOCATED IN QUAY COUNTY, NEW MEXICO, ALONG INTERSTATE
 FM0975'40 AND IS ABOUT 12.7 MILES AIR LINE EAST OF TUCUMCARI,
 FM0975'NEW MEXICO.
 FM0975'
 FM0975'TO REACH FROM THE JUNCTION OF U.S. 66 AND FIRST STREETS IN
 FM0975'TUCUMCARI GO EAST ON U.S. 66, 12.7 MILES TO THE STATION
 FM0975'ON THE RIGHT.  STATION IS 73 FEET SOUTH OF THE CENTERLINE
 FM0975'OF OLD U.S. 66.
 FM0975'
 FM0975'STATION IS A STANDARD NMSHC BRASS DISK SET IN A CONCRETE
 FM0975'MONUMENT AND IS STAMPED 3510335020, 1972.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH7498 ***********************************************************************
 AH7498  DESIGNATION -  3510335021
 AH7498  PID         -  AH7498
 AH7498  STATE/COUNTY-  NM/QUAY
 AH7498  USGS QUAD   -  TUCUMCARI (1967)
 AH7498
 AH7498                         *CURRENT SURVEY CONTROL
 AH7498  ___________________________________________________________________
 AH7498* NAD 83(1986)-  35 10 46.     (N)    103 42 41.     (W)     SCALED    
 AH7498* NAVD 88     -      1238.033  (meters)    4061.78   (feet)  ADJUSTED  
 AH7498  ___________________________________________________________________
 AH7498  GEOID HEIGHT-         -23.26  (meters)                     GEOID03
 AH7498  DYNAMIC HT  -        1236.488 (meters)    4056.71  (feet)  COMP
 AH7498  MODELED GRAV-     979,343.8   (mgal)                       NAVD 88
 AH7498
 AH7498  VERT ORDER  -  SECOND    CLASS I
 AH7498
 AH7498.The horizontal coordinates were scaled from a topographic map and have
 AH7498.an estimated accuracy of +/- 6 seconds.
 AH7498
 AH7498.The orthometric height was determined by differential leveling
 AH7498.and adjusted by the National Geodetic Survey in July 2002..
 AH7498
 AH7498.The geoid height was determined by GEOID03.
 AH7498
 AH7498.The dynamic height is computed by dividing the NAVD 88
 AH7498.geopotential number by the normal gravity value computed on the
 AH7498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH7498.degrees latitude (g = 980.6199 gals.).
 AH7498
 AH7498.The modeled gravity was interpolated from observed gravity values.
 AH7498
 AH7498;                    North         East    Units  Estimated Accuracy
 AH7498;SPC NM E     -   463,660.      221,650.      MT  (+/- 180 meters Scaled)
 AH7498
 AH7498                          SUPERSEDED SURVEY CONTROL
 AH7498
 AH7498.No superseded survey control is available for this station.
 AH7498
 AH7498_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFU173937(NAD 83)
 AH7498_MARKER: DD = SURVEY DISK
 AH7498_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH7498_STAMPING: 3510335021
 AH7498_MARK LOGO: NMHC  
 AH7498_PROJECTION: FLUSH
 AH7498_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH7498_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH7498+STABILITY: SURFACE MOTION
 AH7498_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH7498+SATELLITE: SATELLITE OBSERVATIONS - August 02, 2005
 AH7498
 AH7498  HISTORY     - Date     Condition        Report By
 AH7498  HISTORY     - 1977     MONUMENTED       NMHC
 AH7498  HISTORY     - 19990203 GOOD             NGS
 AH7498  HISTORY     - 20050802 GOOD             GEOCAC
 AH7498
 AH7498                          STATION DESCRIPTION
 AH7498
 AH7498'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AH7498'IN TUCUMCARI, AT THE INTERSECTION OF MAIN AND LAKE STREETS, 84.7 M
 AH7498'(277.9 FT) EAST OF THE CENTER OF LAKE STREET, 14.8 M (48.6 FT) NORTH
 AH7498'OF THE CENTER OF A PAVED STREET, 13.3 M (43.6 FT) SOUTH OF THE CENTER
 AH7498'OF MAIN STREET, 3.8 M (12.5 FT) SOUTH OF A UTILITY LIGHT POLE WITH A
 AH7498'GUY CABLE, 1.7 M (5.6 FT) SOUTH OF A WITNESS POST, 0.7 M (2.3 FT) WEST
 AH7498'OF THE EAST END OF A TRAFFIC ISLAND, 0.3 M (1.0 FT) ABOVE THE LEVEL OF
 AH7498'MAIN STREET, AND THE MONUMENT PROJECTS 0.2 M (0.7 FT) ABOVE THE GROUND
 AH7498'SURFACE.  NOTE--THE MONUMENT IS ON STREET RIGHT-OF-WAY.
 AH7498
 AH7498                          STATION RECOVERY (2005)
 AH7498
 AH7498'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 AH7498'HANDHELD COORDINATES ARE N35-10-45.00 W103-42-40.08.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0489 ***********************************************************************
 FN0489  DESIGNATION -  3510425001
 FN0489  PID         -  FN0489
 FN0489  STATE/COUNTY-  NM/GUADALUPE
 FN0489  USGS QUAD   -  CUERVO (1963)
 FN0489
 FN0489                         *CURRENT SURVEY CONTROL
 FN0489  ___________________________________________________________________
 FN0489* NAD 83(1992)-  35 00 40.16832(N)    104 29 01.62300(W)     ADJUSTED  
 FN0489* NAVD 88     -      1542.08   (+/-2cm)    5059.3    (feet)  VERTCON   
 FN0489  ___________________________________________________________________
 FN0489  LAPLACE CORR-          -2.36  (seconds)                    DEFLEC99
 FN0489  GEOID HEIGHT-         -22.51  (meters)                     GEOID03
 FN0489
 FN0489  HORZ ORDER  -  SECOND
 FN0489  VERT ORDER  -  THIRD ? (See Below)
 FN0489
 FN0489.The horizontal coordinates were established by classical geodetic methods
 FN0489.and adjusted by the National Geodetic Survey in December 1993..
 FN0489
 FN0489.The NAVD 88 height was computed by applying the VERTCON shift value to
 FN0489.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FN0489.The vertical order pertains to the NGVD 29 superseded value.
 FN0489
 FN0489.The Laplace correction was computed from DEFLEC99 derived deflections.
 FN0489
 FN0489.The geoid height was determined by GEOID03.
 FN0489
 FN0489;                    North         East     Units Scale Factor Converg.
 FN0489;SPC NM E     -   444,826.341   151,268.726   MT  0.99991141   -0 05 10.7
 FN0489;SPC NM E     - 1,459,401.09    496,287.48   sFT  0.99991141   -0 05 10.7
 FN0489;UTM  13      - 3,874,402.165   547,099.373   MT  0.99962734   +0 17 46.2
 FN0489
 FN0489!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FN0489!SPC NM E     -   0.99976153  x   0.99991141  =   0.99967297
 FN0489!UTM  13      -   0.99976153  x   0.99962734  =   0.99938896
 FN0489
 FN0489:                Primary Azimuth Mark                     Grid Az
 FN0489:SPC NM E     -  3510435002                               260 34 33.6
 FN0489:UTM  13      -  3510435002                               260 11 36.7
 FN0489
 FN0489|---------------------------------------------------------------------|
 FN0489| PID    Reference Object                     Distance      Geod. Az  |
 FN0489|                                                           dddmmss.s |
 FN0489| FN0498 3510435002                          APPROX. 2.8 KM 2602922.9 |
 FN0489|---------------------------------------------------------------------|
 FN0489
 FN0489                          SUPERSEDED SURVEY CONTROL
 FN0489
 FN0489  NAD 83(1986)-  35 00 40.17573(N)    104 29 01.61807(W) AD(       ) 2
 FN0489  NAD 27      -  35 00 39.96667(N)    104 28 59.67367(W) AD(       ) 2
 FN0489  NGVD 29 (07/19/86) 1541.37   (m)         5057.0    (f) LEVELING    3  
 FN0489
 FN0489.Superseded values are not recommended for survey control.
 FN0489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0489.See file dsdata.txt to determine how the superseded data were derived.
 FN0489
 FN0489_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEU4709974402(NAD 83)
 FN0489_MARKER: DD = SURVEY DISK
 FN0489_SETTING: 0 = UNSPECIFIED SETTING
 FN0489_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FN0489
 FN0489  HISTORY     - Date     Condition        Report By
 FN0489  HISTORY     - 1972     MONUMENTED       NMHD
 FN0489
 FN0489                          STATION DESCRIPTION
 FN0489
 FN0489'DESCRIBED BY NM HIGHWAY DEPT 1972 (CWW)
 FN0489'STATION IS LOCATED IN GUADALUPE COUNTY, NEW MEXICO, ALONG
 FN0489'INTERSTATE 40 AND IS ABOUT 12.5 MILES AIR EAST OF SANTA ROSA,
 FN0489'NEW MEXICO.
 FN0489'
 FN0489'TO REACH FROM THE JUNCTION OF 4TH AND PARKER STREETS IN
 FN0489'SANTA ROSA GO EAST ON U.S. 66, 0.8 MILES TO AN INTERCHANGE.  GO
 FN0489'EAST ON I-40, 12.9 MILES TO THE STATION ON THE RIGHT.  STATION
 FN0489'IS 80 FEET SOUTH OF THE EASTBOUND LANE OF INTERSTATE 40.
 FN0489'
 FN0489'STATION IS STANDARD NMSHC BRASS DISK SET IN A CONCRETE
 FN0489'MONUMENT AND IS STAMPED 3510425001, 1972.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0488 ***********************************************************************
 FN0488  DESIGNATION -  3510425002
 FN0488  PID         -  FN0488
 FN0488  STATE/COUNTY-  NM/GUADALUPE
 FN0488  USGS QUAD   -  CUERVO (1963)
 FN0488
 FN0488                         *CURRENT SURVEY CONTROL
 FN0488  ___________________________________________________________________
 FN0488* NAD 83(1992)-  35 01 22.81276(N)    104 25 38.00543(W)     ADJUSTED  
 FN0488* NAVD 88     -      1499.7    (meters)    4920.     (feet)  VERTCON   
 FN0488  ___________________________________________________________________
 FN0488  LAPLACE CORR-          -2.04  (seconds)                    DEFLEC99
 FN0488  GEOID HEIGHT-         -22.57  (meters)                     GEOID03
 FN0488
 FN0488  HORZ ORDER  -  SECOND
 FN0488
 FN0488.The horizontal coordinates were established by classical geodetic methods
 FN0488.and adjusted by the National Geodetic Survey in December 1993..
 FN0488
 FN0488.The NAVD 88 height was computed by applying the VERTCON shift value to
 FN0488.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FN0488
 FN0488.The Laplace correction was computed from DEFLEC99 derived deflections.
 FN0488
 FN0488.The geoid height was determined by GEOID03.
 FN0488
 FN0488;                    North         East     Units Scale Factor Converg.
 FN0488;SPC NM E     -   446,134.077   156,432.095   MT  0.99991000   -0 03 14.0
 FN0488;SPC NM E     - 1,463,691.55    513,227.63   sFT  0.99991000   -0 03 14.0
 FN0488;UTM  13      - 3,875,743.970   552,252.450   MT  0.99963365   +0 19 43.4
 FN0488
 FN0488!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FN0488!SPC NM E     -   0.99976819  x   0.99991000  =   0.99967821
 FN0488!UTM  13      -   0.99976819  x   0.99963365  =   0.99940193
 FN0488
 FN0488:                Primary Azimuth Mark                     Grid Az
 FN0488:SPC NM E     -  3510425001                               255 47 14.9
 FN0488:UTM  13      -  3510425001                               255 24 17.5
 FN0488
 FN0488|---------------------------------------------------------------------|
 FN0488| PID    Reference Object                     Distance      Geod. Az  |
 FN0488|                                                           dddmmss.s |
 FN0488| FN0489 3510425001                          APPROX. 5.3 KM 2554400.9 |
 FN0488|---------------------------------------------------------------------|
 FN0488
 FN0488                          SUPERSEDED SURVEY CONTROL
 FN0488
 FN0488  NAD 83(1986)-  35 01 22.82022(N)    104 25 38.00043(W) AD(       ) 2
 FN0488  NAD 27      -  35 01 22.61403(N)    104 25 36.06268(W) AD(       ) 2
 FN0488  NGVD 29 (07/19/86) 1499.0    (m)         4918.     (f) VERT ANG       
 FN0488
 FN0488.Superseded values are not recommended for survey control.
 FN0488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0488.See file dsdata.txt to determine how the superseded data were derived.
 FN0488
 FN0488_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEU5225275744(NAD 83)
 FN0488_MARKER: DD = SURVEY DISK
 FN0488_SETTING: 0 = UNSPECIFIED SETTING
 FN0488_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FN0488
 FN0488  HISTORY     - Date     Condition        Report By
 FN0488  HISTORY     - 1972     MONUMENTED       NMHD
 FN0488
 FN0488                          STATION DESCRIPTION
 FN0488
 FN0488'DESCRIBED BY NM HIGHWAY DEPT 1972 (CWW)
 FN0488'STATION IS LOCATED IN GUADALUPE COUNTY, NEW MEXICO, ALONG
 FN0488'INTERSTATE 40 AND IS ABOUT 15.8 AIR LINE MILES EAST OF SANTA ROSA,
 FN0488'NEW MEXICO.
 FN0488'
 FN0488'TO REACH FROM THE JUNCTION OF 4TH AND PARKER STREETS IN SANTA
 FN0488'ROSA GO EAST ON U.S. 66, 0.8 MILES TO THE INTERCHANGE.  GO EAST
 FN0488'ON I-40, 16.2 MILES TO THE STATION ON THE RIGHT.  STATION IS 80
 FN0488'FEET SOUTH OF THE EASTBOUND LANE OF INTERSTATE 40.
 FN0488'
 FN0488'STATION IS STANDARD NMSHC BRASS DISK SET IN A CONCRETE
 FN0488'MONUMENT AND IS STAMPED 3510425002, 1972.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0487 ***********************************************************************
 FN0487  DESIGNATION -  3510425003
 FN0487  PID         -  FN0487
 FN0487  STATE/COUNTY-  NM/GUADALUPE
 FN0487  USGS QUAD   -  CUERVO (1963)
 FN0487
 FN0487                         *CURRENT SURVEY CONTROL
 FN0487  ___________________________________________________________________
 FN0487* NAD 83(1992)-  35 01 47.90907(N)    104 24 43.01241(W)     ADJUSTED  
 FN0487* NAVD 88     -      1484.11   (+/-2cm)    4869.1    (feet)  VERTCON   
 FN0487  ___________________________________________________________________
 FN0487  LAPLACE CORR-          -1.81  (seconds)                    DEFLEC99
 FN0487  GEOID HEIGHT-         -22.58  (meters)                     GEOID03
 FN0487
 FN0487  HORZ ORDER  -  SECOND
 FN0487  VERT ORDER  -  THIRD ? (See Below)
 FN0487
 FN0487.The horizontal coordinates were established by classical geodetic methods
 FN0487.and adjusted by the National Geodetic Survey in December 1993..
 FN0487
 FN0487.The NAVD 88 height was computed by applying the VERTCON shift value to
 FN0487.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FN0487.The vertical order pertains to the NGVD 29 superseded value.
 FN0487
 FN0487.The Laplace correction was computed from DEFLEC99 derived deflections.
 FN0487
 FN0487.The geoid height was determined by GEOID03.
 FN0487
 FN0487;                    North         East     Units Scale Factor Converg.
 FN0487;SPC NM E     -   446,906.195   157,826.690   MT  0.99990972   -0 02 42.5
 FN0487;SPC NM E     - 1,466,224.74    517,803.07   sFT  0.99990972   -0 02 42.5
 FN0487;UTM  13      - 3,876,525.169   553,641.476   MT  0.99963546   +0 20 15.2
 FN0487
 FN0487!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FN0487!SPC NM E     -   0.99977064  x   0.99990972  =   0.99968038
 FN0487!UTM  13      -   0.99977064  x   0.99963546  =   0.99940618
 FN0487
 FN0487:                Primary Azimuth Mark                     Grid Az
 FN0487:SPC NM E     -  3510425002                               241 01 44.1
 FN0487:UTM  13      -  3510425002                               240 38 46.4
 FN0487
 FN0487|---------------------------------------------------------------------|
 FN0487| PID    Reference Object                     Distance      Geod. Az  |
 FN0487|                                                           dddmmss.s |
 FN0487| FN0488 3510425002                          APPROX. 1.6 KM 2405901.6 |
 FN0487|---------------------------------------------------------------------|
 FN0487
 FN0487                          SUPERSEDED SURVEY CONTROL
 FN0487
 FN0487  NAD 83(1986)-  35 01 47.91657(N)    104 24 43.00743(W) AD(       ) 2
 FN0487  NAD 27      -  35 01 47.71207(N)    104 24 41.07139(W) AD(       ) 2
 FN0487  NGVD 29 (07/19/86) 1483.41   (m)         4866.8    (f) LEVELING    3  
 FN0487
 FN0487.Superseded values are not recommended for survey control.
 FN0487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0487.See file dsdata.txt to determine how the superseded data were derived.
 FN0487
 FN0487_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEU5364176525(NAD 83)
 FN0487_MARKER: DD = SURVEY DISK
 FN0487_SETTING: 0 = UNSPECIFIED SETTING
 FN0487_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FN0487_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FN0487+SATELLITE: SATELLITE OBSERVATIONS - November 02, 2004
 FN0487
 FN0487  HISTORY     - Date     Condition        Report By
 FN0487  HISTORY     - 1972     MONUMENTED       NMHD
 FN0487  HISTORY     - 20041102 GOOD             NMHD
 FN0487
 FN0487                          STATION DESCRIPTION
 FN0487
 FN0487'DESCRIBED BY NM HIGHWAY DEPT 1972 (CWW)
 FN0487'STATION IS LOCATED IN GUADALUPE COUNTY, NEW MEXICO, ALONG
 FN0487'INTERSTATE 40 AND IS ABOUT 16.7 MILES AIR LINE EAST OF SANTA ROSA,
 FN0487'NEW MEXICO.
 FN0487'
 FN0487'TO REACH FROM THE JUNCTION OF 4TH AND PARKER STREETS IN SANTA
 FN0487'ROSA GO EAST ON U.S. 66, 0.8 MILES TO AN INTERCHANGE.  GO EAST
 FN0487'ON I-40, 17.1 MILES TO THE STATION ON THE RIGHT.  STATION IS 27
 FN0487'FEET SOUTH OF THE EASTBOUND LANE OF INTERSTATE 40.
 FN0487'
 FN0487'STATION IS BY THE SOUTHEAST CORNER OF THE SOUTH BRIDGE.
 FN0487'
 FN0487'STATION IS A STANDARD NMSHC BRASS DISK SET IN A CONCRETE
 FN0487'MONUMENT AND IS STAMPED 3510425003, 1972.
 FN0487
 FN0487                          STATION RECOVERY (2004)
 FN0487
 FN0487'RECOVERY NOTE BY NM HIGHWAY DEPT 2004 (WAB)
 FN0487'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0486 ***********************************************************************
 FN0486  DESIGNATION -  3510425004
 FN0486  PID         -  FN0486
 FN0486  STATE/COUNTY-  NM/GUADALUPE
 FN0486  USGS QUAD   -  CUERVO (1963)
 FN0486
 FN0486                         *CURRENT SURVEY CONTROL
 FN0486  ___________________________________________________________________
 FN0486* NAD 83(1992)-  35 02 48.90281(N)    104 22 36.03135(W)     ADJUSTED  
 FN0486* NAVD 88     -      1500.4    (meters)    4923.     (feet)  VERTCON   
 FN0486  ___________________________________________________________________
 FN0486  LAPLACE CORR-          -2.16  (seconds)                    DEFLEC99
 FN0486  GEOID HEIGHT-         -22.59  (meters)                     GEOID03
 FN0486
 FN0486  HORZ ORDER  -  SECOND
 FN0486
 FN0486.The horizontal coordinates were established by classical geodetic methods
 FN0486.and adjusted by the National Geodetic Survey in December 1993..
 FN0486
 FN0486.The NAVD 88 height was computed by applying the VERTCON shift value to
 FN0486.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FN0486
 FN0486.The Laplace correction was computed from DEFLEC99 derived deflections.
 FN0486
 FN0486.The geoid height was determined by GEOID03.
 FN0486
 FN0486;                    North         East     Units Scale Factor Converg.
 FN0486;SPC NM E     -   448,783.704   161,046.003   MT  0.99990928   -0 01 29.6
 FN0486;SPC NM E     - 1,472,384.54    528,365.09   sFT  0.99990928   -0 01 29.6
 FN0486;UTM  13      - 3,878,423.626   556,847.303   MT  0.99963983   +0 21 28.6
 FN0486
 FN0486!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FN0486!SPC NM E     -   0.99976809  x   0.99990928  =   0.99967739
 FN0486!UTM  13      -   0.99976809  x   0.99963983  =   0.99940800
 FN0486
 FN0486|---------------------------------------------------------------------|
 FN0486| PID    Reference Object                     Distance      Geod. Az  |
 FN0486|                                                           dddmmss.s |
 FN0486| FN0483 CUERVO 2                            151.969 METERS 23506     |
 FN0486| FN0487 3510425003                          APPROX. 3.7 KM 2394327.5 |
 FN0486|---------------------------------------------------------------------|
 FN0486
 FN0486                          SUPERSEDED SURVEY CONTROL
 FN0486
 FN0486  NAD 83(1986)-  35 02 48.91037(N)    104 22 36.02647(W) AD(       ) 2
 FN0486  NAD 27      -  35 02 48.70867(N)    104 22 34.09465(W) AD(       ) 2
 FN0486  NGVD 29 (07/19/86) 1499.7    (m)         4920.     (f) VERT ANG       
 FN0486
 FN0486.Superseded values are not recommended for survey control.
 FN0486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0486.See file dsdata.txt to determine how the superseded data were derived.
 FN0486
 FN0486_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEU5684778424(NAD 83)
 FN0486_MARKER: DD = SURVEY DISK
 FN0486_SETTING: 0 = UNSPECIFIED SETTING
 FN0486_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FN0486_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FN0486+SATELLITE: SATELLITE OBSERVATIONS - November 02, 2004
 FN0486
 FN0486  HISTORY     - Date     Condition        Report By
 FN0486  HISTORY     - 1972     MONUMENTED       NMHD
 FN0486  HISTORY     - 20041102 GOOD             NMHD
 FN0486
 FN0486                          STATION DESCRIPTION
 FN0486
 FN0486'DESCRIBED BY NM HIGHWAY DEPT 1972 (CWW)
 FN0486'STATION IS LOCATED IN GUADALUPE COUNTY, NEW MEXICO, ALONG
 FN0486'INTERSTATE 40 AND IS ABOUT 19.4 AIR LINE MILES EAST OF SANTA
 FN0486'ROSA, NEW MEXICO.
 FN0486'
 FN0486'TO REACH FROM THE JUNCTION OF 4TH AND PARKER STREETS IN SANTA
 FN0486'ROSA GO EAST ON U.S. 66, 0.8 MILES TO AN INTERCHANGE.  GO EAST
 FN0486'ON I-40, 19.5 MILES TO THE STATION ON THE RIGHT.  STATION IS 96
 FN0486'FEET SOUTH OF THE EASTBOUND LANE OF INTERSTATE 40.
 FN0486'
 FN0486'STATION IS A STANDARD NMSHC BRASS DISK SET IN A CONCRETE
 FN0486'MONUMENT AND STAMPED 3510425004, 1972.
 FN0486
 FN0486                          STATION RECOVERY (2004)
 FN0486
 FN0486'RECOVERY NOTE BY NM HIGHWAY DEPT 2004 (WAB)
 FN0486'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0478 ***********************************************************************
 FN0478  DESIGNATION -  3510425005
 FN0478  PID         -  FN0478
 FN0478  STATE/COUNTY-  NM/GUADALUPE
 FN0478  USGS QUAD   -  NEWKIRK (1964)
 FN0478
 FN0478                         *CURRENT SURVEY CONTROL
 FN0478  ___________________________________________________________________
 FN0478* NAD 83(1992)-  35 03 39.85939(N)    104 18 10.25782(W)     ADJUSTED  
 FN0478* NAVD 88     -      1413.41   (+/-2cm)    4637.2    (feet)  VERTCON   
 FN0478  ___________________________________________________________________
 FN0478  LAPLACE CORR-          -2.30  (seconds)                    DEFLEC99
 FN0478  GEOID HEIGHT-         -22.67  (meters)                     GEOID03
 FN0478
 FN0478  HORZ ORDER  -  SECOND
 FN0478  VERT ORDER  -  THIRD ? (See Below)
 FN0478
 FN0478.The horizontal coordinates were established by classical geodetic methods
 FN0478.and adjusted by the National Geodetic Survey in December 1993..
 FN0478
 FN0478.The NAVD 88 height was computed by applying the VERTCON shift value to
 FN0478.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FN0478.The vertical order pertains to the NGVD 29 superseded value.
 FN0478
 FN0478.The Laplace correction was computed from DEFLEC99 derived deflections.
 FN0478
 FN0478.The geoid height was determined by GEOID03.
 FN0478
 FN0478;                    North         East     Units Scale Factor Converg.
 FN0478;SPC NM E     -   450,353.461   167,780.501   MT  0.99990919   +0 01 03.0
 FN0478;SPC NM E     - 1,477,534.65    550,459.86   sFT  0.99990919   +0 01 03.0
 FN0478;UTM  13      - 3,880,037.928   563,569.381   MT  0.99964980   +0 24 01.8
 FN0478
 FN0478!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FN0478!SPC NM E     -   0.99978175  x   0.99990919  =   0.99969096
 FN0478!UTM  13      -   0.99978175  x   0.99964980  =   0.99943163
 FN0478
 FN0478:                Primary Azimuth Mark                     Grid Az
 FN0478:SPC NM E     -  MIX                                      251 31 24.3
 FN0478:UTM  13      -  MIX                                      251 08 25.5
 FN0478
 FN0478|---------------------------------------------------------------------|
 FN0478| PID    Reference Object                     Distance      Geod. Az  |
 FN0478|                                                           dddmmss.s |
 FN0478| FN0479 MIX                                 APPROX. 2.3 KM 2513227.3 |
 FN0478|---------------------------------------------------------------------|
 FN0478
 FN0478                          SUPERSEDED SURVEY CONTROL
 FN0478
 FN0478  NAD 83(1986)-  35 03 39.86707(N)    104 18 10.25302(W) AD(       ) 2
 FN0478  NAD 27      -  35 03 39.66230(N)    104 18 08.32618(W) AD(       ) 2
 FN0478  NGVD 29 (07/19/86) 1412.73   (m)         4634.9    (f) LEVELING    3  
 FN0478
 FN0478.Superseded values are not recommended for survey control.
 FN0478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0478.See file dsdata.txt to determine how the superseded data were derived.
 FN0478
 FN0478_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEU6356980038(NAD 83)
 FN0478_MARKER: DD = SURVEY DISK
 FN0478_SETTING: 0 = UNSPECIFIED SETTING
 FN0478_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FN0478
 FN0478  HISTORY     - Date     Condition        Report By
 FN0478  HISTORY     - 1972     MONUMENTED       NMHD
 FN0478
 FN0478                          STATION DESCRIPTION
 FN0478
 FN0478'DESCRIBED BY NM HIGHWAY DEPT 1972 (CWW)
 FN0478'STATION IS LOCATED IN GUADALUPE COUNTY, NEW MEXICO, ALONG
 FN0478'INTERSTATE 40 AND IS ABOUT 23.7 MILES AIR LINE EAST OF SANTA
 FN0478'ROSA, NEW MEXICO.
 FN0478'
 FN0478'TO REACH FROM THE JUNCTION OF 4TH AND PARKER STREETS IN SANTA
 FN0478'ROSA GO EAST ON U.S. 66, 0.8 MILES TO AN INTERCHANGE.  GO EAST
 FN0478'ON I-40, 23.8 MILES TO THE STATION ON THE RIGHT.  STATION IS 88
 FN0478'FEET SOUTH OF THE EASTBOUND LANE OF INTERSTATE 40.
 FN0478'
 FN0478'STATION IS A STANDARD NMSHC BRASS DISK SET IN A CONCRETE
 FN0478'MONUMENT AND IS STAMPED 3510425005, 1972.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0477 ***********************************************************************
 FN0477  DESIGNATION -  3510425006
 FN0477  PID         -  FN0477
 FN0477  STATE/COUNTY-  NM/GUADALUPE
 FN0477  USGS QUAD   -  NEWKIRK (1964)
 FN0477
 FN0477                         *CURRENT SURVEY CONTROL
 FN0477  ___________________________________________________________________
 FN0477* NAD 83(1992)-  35 03 58.22706(N)    104 16 03.38305(W)     ADJUSTED  
 FN0477* NAVD 88     -      1396.9    (meters)    4583.     (feet)  VERTCON   
 FN0477  ___________________________________________________________________
 FN0477  LAPLACE CORR-          -2.11  (seconds)                    DEFLEC99
 FN0477  GEOID HEIGHT-         -22.71  (meters)                     GEOID03
 FN0477
 FN0477  HORZ ORDER  -  SECOND
 FN0477
 FN0477.The horizontal coordinates were established by classical geodetic methods
 FN0477.and adjusted by the National Geodetic Survey in December 1993..
 FN0477
 FN0477.The NAVD 88 height was computed by applying the VERTCON shift value to
 FN0477.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FN0477
 FN0477.The Laplace correction was computed from DEFLEC99 derived deflections.
 FN0477
 FN0477.The geoid height was determined by GEOID03.
 FN0477
 FN0477;                    North         East     Units Scale Factor Converg.
 FN0477;SPC NM E     -   450,920.999   170,994.712   MT  0.99990953   +0 02 15.9
 FN0477;SPC NM E     - 1,479,396.64    561,005.15   sFT  0.99990953   +0 02 15.9
 FN0477;UTM  13      - 3,880,626.788   566,778.902   MT  0.99965496   +0 25 14.9
 FN0477
 FN0477!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FN0477!SPC NM E     -   0.99978435  x   0.99990953  =   0.99969390
 FN0477!UTM  13      -   0.99978435  x   0.99965496  =   0.99943938
 FN0477
 FN0477|---------------------------------------------------------------------|
 FN0477| PID    Reference Object                     Distance      Geod. Az  |
 FN0477|                                                           dddmmss.s |
 FN0477| FN0481 NEWKIRK 2                           349.772 METERS 00647     |
 FN0477| FN0471 3510425007                          APPROX. 2.6 KM 0845106.4 |
 FN0477|---------------------------------------------------------------------|
 FN0477
 FN0477                          SUPERSEDED SURVEY CONTROL
 FN0477
 FN0477  NAD 83(1986)-  35 03 58.23485(N)    104 16 03.37803(W) AD(       ) 2
 FN0477  NAD 27      -  35 03 58.02700(N)    104 16 01.46486(W) AD(       ) 2
 FN0477  NGVD 29 (07/19/86) 1396.2    (m)         4581.     (f) VERT ANG       
 FN0477
 FN0477.Superseded values are not recommended for survey control.
 FN0477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0477.See file dsdata.txt to determine how the superseded data were derived.
 FN0477
 FN0477_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEU6677980627(NAD 83)
 FN0477_MARKER: DD = SURVEY DISK
 FN0477_SETTING: 0 = UNSPECIFIED SETTING
 FN0477_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FN0477
 FN0477  HISTORY     - Date     Condition        Report By
 FN0477  HISTORY     - 1972     MONUMENTED       NMHD
 FN0477
 FN0477                          STATION DESCRIPTION
 FN0477
 FN0477'DESCRIBED BY NM HIGHWAY DEPT 1972 (CWW)
 FN0477'STATION IS LOCATED IN GUADALUPE COUNTY, NEW MEXICO, ALONG
 FN0477'INTERSTATE 40 AND IS ABOUT 25.8 MILES AIR LINE EAST OF SANTA
 FN0477'ROSA, NEW MEXICO.
 FN0477'
 FN0477'TO REACH FROM THE JUNCTION OF 4TH AND PARKER STREETS IN SANTA
 FN0477'ROSA GO EAST ON U.S. 66, 0.8 MILES TO AN INTERCHANGE.  GO EAST
 FN0477'ON I-40, 25.9 MILES TO THE STATION ON THE LEFT.  STATION IS 142
 FN0477'FEET NORTH OF THE WESTBOUND LANE OF INTERSTATE 40, BY NW CORNER
 FN0477'OF BRIDGE.
 FN0477'
 FN0477'STATION IS A STANDARD NMSHC BRASS DISK SET IN A CONCRETE
 FN0477'MONUMENT AND IS STAMPED 3510425006, 1972.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0471 ***********************************************************************
 FN0471  DESIGNATION -  3510425007
 FN0471  PID         -  FN0471
 FN0471  STATE/COUNTY-  NM/GUADALUPE
 FN0471  USGS QUAD   -  GATE CANYON (1964)
 FN0471
 FN0471                         *CURRENT SURVEY CONTROL
 FN0471  ___________________________________________________________________
 FN0471* NAD 83(1992)-  35 04 05.66574(N)    104 14 22.80413(W)     ADJUSTED  
 FN0471* NAVD 88     -      1398.3    (meters)    4588.     (feet)  VERTCON   
 FN0471  ___________________________________________________________________
 FN0471  LAPLACE CORR-          -2.07  (seconds)                    DEFLEC99
 FN0471  GEOID HEIGHT-         -22.74  (meters)                     GEOID03
 FN0471
 FN0471  HORZ ORDER  -  SECOND
 FN0471
 FN0471.The horizontal coordinates were established by classical geodetic methods
 FN0471.and adjusted by the National Geodetic Survey in December 1993..
 FN0471
 FN0471.The NAVD 88 height was computed by applying the VERTCON shift value to
 FN0471.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FN0471
 FN0471.The Laplace correction was computed from DEFLEC99 derived deflections.
 FN0471
 FN0471.The geoid height was determined by GEOID03.
 FN0471
 FN0471;                    North         East     Units Scale Factor Converg.
 FN0471;SPC NM E     -   451,152.254   173,542.674   MT  0.99990999   +0 03 13.7
 FN0471;SPC NM E     - 1,480,155.35    569,364.59   sFT  0.99990999   +0 03 13.7
 FN0471;UTM  13      - 3,880,875.008   569,324.617   MT  0.99965923   +0 26 12.7
 FN0471
 FN0471!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FN0471!SPC NM E     -   0.99978413  x   0.99990999  =   0.99969414
 FN0471!UTM  13      -   0.99978413  x   0.99965923  =   0.99944344
 FN0471
 FN0471:                Primary Azimuth Mark                     Grid Az
 FN0471:SPC NM E     -  3510425006                               264 48 50.5
 FN0471:UTM  13      -  3510425006                               264 25 51.5
 FN0471
 FN0471|---------------------------------------------------------------------|
 FN0471| PID    Reference Object                     Distance      Geod. Az  |
 FN0471|                                                           dddmmss.s |
 FN0471| FN0477 3510425006                          APPROX. 2.6 KM 2645204.2 |
 FN0471|---------------------------------------------------------------------|
 FN0471
 FN0471                          SUPERSEDED SURVEY CONTROL
 FN0471
 FN0471  NAD 83(1986)-  35 04 05.67360(N)    104 14 22.79901(W) AD(       ) 2
 FN0471  NAD 27      -  35 04 05.46591(N)    104 14 20.88726(W) AD(       ) 2
 FN0471  NGVD 29 (07/19/86) 1397.6    (m)         4585.     (f) VERT ANG       
 FN0471
 FN0471.Superseded values are not recommended for survey control.
 FN0471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0471.See file dsdata.txt to determine how the superseded data were derived.
 FN0471
 FN0471_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEU6932580875(NAD 83)
 FN0471_MARKER: DD = SURVEY DISK
 FN0471_SETTING: 0 = UNSPECIFIED SETTING
 FN0471_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FN0471
 FN0471  HISTORY     - Date     Condition        Report By
 FN0471  HISTORY     - 1972     MONUMENTED       NMHD
 FN0471
 FN0471                          STATION DESCRIPTION
 FN0471
 FN0471'DESCRIBED BY NM HIGHWAY DEPT 1972 (CWW)
 FN0471'STATION IS LOCATED IN GUADALUPE COUNTY, NEW MEXICO, ALONG
 FN0471'INTERSTATE 40 AND IS ABOUT 27.4 MILES AIR LINE EAST OF SANTA
 FN0471'ROSA, NEW MEXICO.
 FN0471'
 FN0471'TO REACH FROM THE JUNCTION OF 4TH AND PARKER STREETS IN SANTA
 FN0471'ROSA GO EAST ON U.S. 66, 0.8 MILES TO AN INTERCHANGE.  GO EAST
 FN0471'ON I-40, 27.4 MILS TO THE STATION ON THE RIGHT.  STATION IS 77
 FN0471'FEET SOUTH OF THE EASTBOUND LANE OF INTERSTATE 40.
 FN0471'
 FN0471'STATION IS A STANDARD NMSHC BRASS DISK SET IN A CONCRETE
 FN0471'MONUMENT AND IS STAMPED 3510425007, 1972.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0470 ***********************************************************************
 FN0470  DESIGNATION -  3510425008
 FN0470  PID         -  FN0470
 FN0470  STATE/COUNTY-  NM/GUADALUPE
 FN0470  USGS QUAD   -  GATE CANYON (1964)
 FN0470
 FN0470                         *CURRENT SURVEY CONTROL
 FN0470  ___________________________________________________________________
 FN0470* NAD 83(1992)-  35 04 13.99141(N)    104 13 08.32527(W)     ADJUSTED  
 FN0470* NAVD 88     -      1402.98   (+/-2cm)    4602.9    (feet)  VERTCON   
 FN0470  ___________________________________________________________________
 FN0470  LAPLACE CORR-          -2.07  (seconds)                    DEFLEC99
 FN0470  GEOID HEIGHT-         -22.76  (meters)                     GEOID03
 FN0470
 FN0470  HORZ ORDER  -  SECOND
 FN0470  VERT ORDER  -  THIRD ? (See Below)
 FN0470
 FN0470.The horizontal coordinates were established by classical geodetic methods
 FN0470.and adjusted by the National Geodetic Survey in December 1993..
 FN0470
 FN0470.The NAVD 88 height was computed by applying the VERTCON shift value to
 FN0470.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FN0470.The vertical order pertains to the NGVD 29 superseded value.
 FN0470
 FN0470.The Laplace correction was computed from DEFLEC99 derived deflections.
 FN0470
 FN0470.The geoid height was determined by GEOID03.
 FN0470
 FN0470;                    North         East     Units Scale Factor Converg.
 FN0470;SPC NM E     -   451,410.772   175,429.262   MT  0.99991043   +0 03 56.5
 FN0470;SPC NM E     - 1,481,003.51    575,554.17   sFT  0.99991043   +0 03 56.5
 FN0470;UTM  13      - 3,881,146.066   571,208.964   MT  0.99966249   +0 26 55.6
 FN0470
 FN0470!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FN0470!SPC NM E     -   0.99978340  x   0.99991043  =   0.99969385
 FN0470!UTM  13      -   0.99978340  x   0.99966249  =   0.99944596
 FN0470
 FN0470:                Primary Azimuth Mark                     Grid Az
 FN0470:SPC NM E     -  3510425007                               262 11 50.6
 FN0470:UTM  13      -  3510425007                               261 48 51.5
 FN0470
 FN0470|---------------------------------------------------------------------|
 FN0470| PID    Reference Object                     Distance      Geod. Az  |
 FN0470|                                                           dddmmss.s |
 FN0470| FN0471 3510425007                          APPROX. 1.9 KM 2621547.1 |
 FN0470|---------------------------------------------------------------------|
 FN0470
 FN0470                          SUPERSEDED SURVEY CONTROL
 FN0470
 FN0470  NAD 83(1986)-  35 04 13.99935(N)    104 13 08.31999(W) AD(       ) 2
 FN0470  NAD 27      -  35 04 13.79165(N)    104 13 06.40852(W) AD(       ) 2
 FN0470  NGVD 29 (07/19/86) 1402.31   (m)         4600.7    (f) LEVELING    3  
 FN0470
 FN0470.Superseded values are not recommended for survey control.
 FN0470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0470.See file dsdata.txt to determine how the superseded data were derived.
 FN0470
 FN0470_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEU7120981146(NAD 83)
 FN0470_MARKER: DD = SURVEY DISK
 FN0470_SETTING: 0 = UNSPECIFIED SETTING
 FN0470_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FN0470
 FN0470  HISTORY     - Date     Condition        Report By
 FN0470  HISTORY     - 1972     MONUMENTED       NMHD
 FN0470
 FN0470                          STATION DESCRIPTION
 FN0470
 FN0470'DESCRIBED BY NM HIGHWAY DEPT 1972 (CWW)
 FN0470'STATION IS LOCATED IN GUADALUPE COUNTY, NEW MEXICO, ALONG
 FN0470'INTERSTATE 40 AND IS ABOUT 28.5 MILS AIR LINE EAST OF SANTA ROSA,
 FN0470'NEW MEXICO.
 FN0470'
 FN0470'TO REACH FROM THE JUNCTION OF 4TH AND PARKER STREETS IN SANTA
 FN0470'ROSA GO EAST ON U.S. 66, 0.8 MILES TO AN INTERCHANGE.  GO EAST
 FN0470'ON I-40, 28.5 MILES TO THE STATION ON THE LEFT.  STATION IS 94
 FN0470'FEET NORTH OF THE WESTBOUND LANE OF INTERSTATE 40.
 FN0470'
 FN0470'STATION IS A STANDARD NMSHC BRASS DISK SET IN A CONCRETE
 FN0470'MONUMENT AND IS STAMPED 3510425008, 1972.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0469 ***********************************************************************
 FN0469  DESIGNATION -  3510425009
 FN0469  PID         -  FN0469
 FN0469  STATE/COUNTY-  NM/GUADALUPE
 FN0469  USGS QUAD   -  GATE CANYON (1964)
 FN0469
 FN0469                         *CURRENT SURVEY CONTROL
 FN0469  ___________________________________________________________________
 FN0469* NAD 83(1992)-  35 03 57.66011(N)    104 11 11.65033(W)     ADJUSTED  
 FN0469* NAVD 88     -      1422.3    (meters)    4666.     (feet)  VERTCON   
 FN0469  ___________________________________________________________________
 FN0469  LAPLACE CORR-          -2.13  (seconds)                    DEFLEC99
 FN0469  GEOID HEIGHT-         -22.81  (meters)                     GEOID03
 FN0469
 FN0469  HORZ ORDER  -  SECOND
 FN0469
 FN0469.The horizontal coordinates were established by classical geodetic methods
 FN0469.and adjusted by the National Geodetic Survey in December 1993..
 FN0469
 FN0469.The NAVD 88 height was computed by applying the VERTCON shift value to
 FN0469.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FN0469
 FN0469.The Laplace correction was computed from DEFLEC99 derived deflections.
 FN0469
 FN0469.The geoid height was determined by GEOID03.
 FN0469
 FN0469;                    North         East     Units Scale Factor Converg.
 FN0469;SPC NM E     -   450,911.403   178,385.817   MT  0.99991130   +0 05 03.5
 FN0469;SPC NM E     - 1,479,365.16    585,254.13   sFT  0.99991130   +0 05 03.5
 FN0469;UTM  13      - 3,880,666.592   574,168.065   MT  0.99966779   +0 28 02.5
 FN0469
 FN0469!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FN0469!SPC NM E     -   0.99978038  x   0.99991130  =   0.99969170
 FN0469!UTM  13      -   0.99978038  x   0.99966779  =   0.99944824
 FN0469
 FN0469:                Primary Azimuth Mark                     Grid Az
 FN0469:SPC NM E     -  3510425008                               279 35 13.0
 FN0469:UTM  13      -  3510425008                               279 12 14.0
 FN0469
 FN0469|---------------------------------------------------------------------|
 FN0469| PID    Reference Object                     Distance      Geod. Az  |
 FN0469|                                                           dddmmss.s |
 FN0469| FN0470 3510425008                          APPROX. 3.0 KM 2794016.5 |
 FN0469|---------------------------------------------------------------------|
 FN0469
 FN0469                          SUPERSEDED SURVEY CONTROL
 FN0469
 FN0469  NAD 83(1986)-  35 03 57.66813(N)    104 11 11.64489(W) AD(       ) 2
 FN0469  NAD 27      -  35 03 57.45887(N)    104 11 09.73513(W) AD(       ) 2
 FN0469  NGVD 29 (07/19/86) 1421.6    (m)         4664.     (f) VERT ANG       
 FN0469
 FN0469.Superseded values are not recommended for survey control.
 FN0469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0469.See file dsdata.txt to determine how the superseded data were derived.
 FN0469
 FN0469_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEU7416880667(NAD 83)
 FN0469_MARKER: DD = SURVEY DISK
 FN0469_SETTING: 0 = UNSPECIFIED SETTING
 FN0469_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FN0469
 FN0469  HISTORY     - Date     Condition        Report By
 FN0469  HISTORY     - 1972     MONUMENTED       NMHD
 FN0469
 FN0469                          STATION DESCRIPTION
 FN0469
 FN0469'DESCRIBED BY NM HIGHWAY DEPT 1972 (CWW)
 FN0469'STATION IS LOCATED IN GUADALUPE COUNTY, NEW MEXICO, ALONG
 FN0469'INTERSTATE 40 AND IS ABOUT 30.3 MILES AIR LINE EAST OF SANTA ROSA,
 FN0469'NEW MEXICO.
 FN0469'
 FN0469'TO REACH FROM THE JUNCTION OF 4TH AND PARKER STREETS IN SANTA
 FN0469'ROSA GO EAST ON U.S. 66, 0.8 MILES TO AN INTERCHANGE.  GO EAST ON
 FN0469'I-40, 30.3 MILES TO THE STATION ON THE RIGHT.  STATION IS 77
 FN0469'FEET SOUTH OF THE EASTBOUND LANE OF INTERSTATE 40.
 FN0469'
 FN0469'STATION IS A STANDARD NMSHC BRASS DISK SET IN A CONCRETE
 FN0469'MONUMENT AND IS STAMPED 3510425009, 1972.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0468 ***********************************************************************
 FN0468  DESIGNATION -  3510425010
 FN0468  PID         -  FN0468
 FN0468  STATE/COUNTY-  NM/GUADALUPE
 FN0468  USGS QUAD   -  GATE CANYON (1964)
 FN0468
 FN0468                         *CURRENT SURVEY CONTROL
 FN0468  ___________________________________________________________________
 FN0468* NAD 83(1992)-  35 04 04.55626(N)    104 10 19.56823(W)     ADJUSTED  
 FN0468* NAVD 88     -      1416.39   (+/-2cm)    4646.9    (feet)  VERTCON   
 FN0468  ___________________________________________________________________
 FN0468  LAPLACE CORR-          -2.30  (seconds)                    DEFLEC99
 FN0468  GEOID HEIGHT-         -22.83  (meters)                     GEOID03
 FN0468
 FN0468  HORZ ORDER  -  SECOND
 FN0468  VERT ORDER  -  THIRD ? (See Below)
 FN0468
 FN0468.The horizontal coordinates were established by classical geodetic methods
 FN0468.and adjusted by the National Geodetic Survey in December 1993..
 FN0468
 FN0468.The NAVD 88 height was computed by applying the VERTCON shift value to
 FN0468.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FN0468.The vertical order pertains to the NGVD 29 superseded value.
 FN0468
 FN0468.The Laplace correction was computed from DEFLEC99 derived deflections.
 FN0468
 FN0468.The geoid height was determined by GEOID03.
 FN0468
 FN0468;                    North         East     Units Scale Factor Converg.
 FN0468;SPC NM E     -   451,125.942   179,704.982   MT  0.99991175   +0 05 33.5
 FN0468;SPC NM E     - 1,480,069.03    589,582.10   sFT  0.99991175   +0 05 33.5
 FN0468;UTM  13      - 3,880,889.891   575,485.447   MT  0.99967022   +0 28 32.5
 FN0468
 FN0468!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FN0468!SPC NM E     -   0.99978131  x   0.99991175  =   0.99969308
 FN0468!UTM  13      -   0.99978131  x   0.99967022  =   0.99945160
 FN0468
 FN0468:                Primary Azimuth Mark                     Grid Az
 FN0468:SPC NM E     -  3510425009                               260 45 45.9
 FN0468:UTM  13      -  3510425009                               260 22 46.9
 FN0468
 FN0468|---------------------------------------------------------------------|
 FN0468| PID    Reference Object                     Distance      Geod. Az  |
 FN0468|                                                           dddmmss.s |
 FN0468| FN0469 3510425009                          APPROX. 1.3 KM 2605119.4 |
 FN0468|---------------------------------------------------------------------|
 FN0468
 FN0468                          SUPERSEDED SURVEY CONTROL
 FN0468
 FN0468  NAD 83(1986)-  35 04 04.56433(N)    104 10 19.56280(W) AD(       ) 2
 FN0468  NAD 27      -  35 04 04.35460(N)    104 10 17.65464(W) AD(       ) 2
 FN0468  NGVD 29 (07/19/86) 1415.72   (m)         4644.7    (f) LEVELING    3  
 FN0468
 FN0468.Superseded values are not recommended for survey control.
 FN0468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0468.See file dsdata.txt to determine how the superseded data were derived.
 FN0468
 FN0468_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEU7548580890(NAD 83)
 FN0468_MARKER: DD = SURVEY DISK
 FN0468_SETTING: 0 = UNSPECIFIED SETTING
 FN0468_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FN0468_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FN0468+SATELLITE: SATELLITE OBSERVATIONS - April 27, 2004
 FN0468
 FN0468  HISTORY     - Date     Condition        Report By
 FN0468  HISTORY     - 1972     MONUMENTED       NMHD
 FN0468  HISTORY     - 20040427 GOOD             NMHD
 FN0468
 FN0468                          STATION DESCRIPTION
 FN0468
 FN0468'DESCRIBED BY NM HIGHWAY DEPT 1972 (CWW)
 FN0468'STATION IS LOCATED IN GUADALUPE COUNTY, NEW MEXICO, ALONG
 FN0468'INTERSTATE 40 AND IS ABOUT 31.1 MILES AIR LINE EAST OF SANTA
 FN0468'ROSA, NEW MEXICO.
 FN0468'
 FN0468'TO REACH FROM THE JUNCTION OF 4TH AND PARKER STREETS IN SANTA
 FN0468'ROSA GO EAST ON U.S. 66, 0.8 MILES TO AN INTERCHANGE.  GO EAST
 FN0468'ON I-40, 31.1 MILES TO THE STATION ON THE RIGHT.  STATION IS 57
 FN0468'FEET SOUTH OF THE EASTBOUND LANE OF INTERSTATE 40.
 FN0468'
 FN0468'STATION IS A STANDARD NMSHC BRASS DISK SET IN A CONCRETE MONUMENT
 FN0468'AND IS STAMPED 3510425010, 1972.
 FN0468
 FN0468                          STATION RECOVERY (2004)
 FN0468
 FN0468'RECOVERY NOTE BY NM HIGHWAY DEPT 2004 (WAB)
 FN0468'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0466 ***********************************************************************
 FN0466  DESIGNATION -  3510425011
 FN0466  PID         -  FN0466
 FN0466  STATE/COUNTY-  NM/QUAY
 FN0466  USGS QUAD   -  MONTOYA (1964)
 FN0466
 FN0466                         *CURRENT SURVEY CONTROL
 FN0466  ___________________________________________________________________
 FN0466* NAD 83(1992)-  35 04 46.33984(N)    104 07 30.42038(W)     ADJUSTED  
 FN0466* NAVD 88     -      1363.97   (+/-2cm)    4475.0    (feet)  VERTCON   
 FN0466  ___________________________________________________________________
 FN0466  LAPLACE CORR-          -2.54  (seconds)                    DEFLEC99
 FN0466  GEOID HEIGHT-         -22.87  (meters)                     GEOID03
 FN0466
 FN0466  HORZ ORDER  -  SECOND
 FN0466  VERT ORDER  -  THIRD ? (See Below)
 FN0466
 FN0466.The horizontal coordinates were established by classical geodetic methods
 FN0466.and adjusted by the National Geodetic Survey in December 1993..
 FN0466
 FN0466.The NAVD 88 height was computed by applying the VERTCON shift value to
 FN0466.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FN0466.The vertical order pertains to the NGVD 29 superseded value.
 FN0466
 FN0466.The Laplace correction was computed from DEFLEC99 derived deflections.
 FN0466
 FN0466.The geoid height was determined by GEOID03.
 FN0466
 FN0466;                    North         East     Units Scale Factor Converg.
 FN0466;SPC NM E     -   452,421.418   183,987.585   MT  0.99991353   +0 07 10.8
 FN0466;SPC NM E     - 1,484,319.27    603,632.60   sFT  0.99991353   +0 07 10.8
 FN0466;UTM  13      - 3,882,213.659   579,758.273   MT  0.99967840   +0 30 10.2
 FN0466
 FN0466!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FN0466!SPC NM E     -   0.99978954  x   0.99991353  =   0.99970309
 FN0466!UTM  13      -   0.99978954  x   0.99967840  =   0.99946801
 FN0466
 FN0466:                Primary Azimuth Mark                     Grid Az
 FN0466:SPC NM E     -  3510425010                               253 10 10.4
 FN0466:UTM  13      -  3510425010                               252 47 11.0
 FN0466
 FN0466|---------------------------------------------------------------------|
 FN0466| PID    Reference Object                     Distance      Geod. Az  |
 FN0466|                                                           dddmmss.s |
 FN0466| FN0468 3510425010                          APPROX. 4.5 KM 2531721.2 |
 FN0466| FN0461 TOYA                                291.670 METERS 35933     |
 FN0466|---------------------------------------------------------------------|
 FN0466
 FN0466                          SUPERSEDED SURVEY CONTROL
 FN0466
 FN0466  NAD 83(1986)-  35 04 46.34807(N)    104 07 30.41502(W) AD(       ) 2
 FN0466  NAD 27      -  35 04 46.13719(N)    104 07 28.51015(W) AD(       ) 2
 FN0466  NGVD 29 (07/19/86) 1363.32   (m)         4472.8    (f) LEVELING    3  
 FN0466
 FN0466.Superseded values are not recommended for survey control.
 FN0466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0466.See file dsdata.txt to determine how the superseded data were derived.
 FN0466
 FN0466_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEU7975882214(NAD 83)
 FN0466_MARKER: DD = SURVEY DISK
 FN0466_SETTING: 0 = UNSPECIFIED SETTING
 FN0466_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FN0466_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FN0466+SATELLITE: SATELLITE OBSERVATIONS - April 27, 2004
 FN0466
 FN0466  HISTORY     - Date     Condition        Report By
 FN0466  HISTORY     - 1972     MONUMENTED       NMHD
 FN0466  HISTORY     - 20040427 GOOD             NMHD
 FN0466
 FN0466                          STATION DESCRIPTION
 FN0466
 FN0466'DESCRIBED BY NM HIGHWAY DEPT 1972 (CWW)
 FN0466'STATION IS LOCATED IN GUADALUPE COUNTY, NEW MEXICO, ALONG
 FN0466'INTERSTATE 40 AND IS ABOUT 33.8 MILES AIR LINE EAST OF SANTA
 FN0466'ROSA, NEW MEXICO.
 FN0466'
 FN0466'TO REACH FROM THE JUNCTION OF 4TH AND PARKER STREETS IN SANTA
 FN0466'ROSA GO EAST ON U.S. 66, 0.8 MILES TO AN INTERCHANGE.  GO EAST
 FN0466'ON I-40, 33.9 MILES TO THE STATION ON THE RIGHT.  STATION IS 76
 FN0466'FEET SOUTH OF THE EASTBOUND LANE OF INTERSTATE 40.
 FN0466'
 FN0466'STATION IS A STANDARD NMSHC BRASS DISK SET IN A CONCRETE
 FN0466'MONUMENT AND IS STAMPED 3510425011, 1972.
 FN0466
 FN0466                          STATION RECOVERY (2004)
 FN0466
 FN0466'RECOVERY NOTE BY NM HIGHWAY DEPT 2004 (WAB)
 FN0466'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0467 ***********************************************************************
 FN0467  DESIGNATION -  3510425012
 FN0467  PID         -  FN0467
 FN0467  STATE/COUNTY-  NM/GUADALUPE
 FN0467  USGS QUAD   -  GATE CANYON (1964)
 FN0467
 FN0467                         *CURRENT SURVEY CONTROL
 FN0467  ___________________________________________________________________
 FN0467* NAD 83(1992)-  35 04 15.56966(N)    104 08 06.07716(W)     ADJUSTED  
 FN0467* NAVD 88     -      1401.7    (meters)    4599.     (feet)  VERTCON   
 FN0467  ___________________________________________________________________
 FN0467  LAPLACE CORR-          -2.55  (seconds)                    DEFLEC99
 FN0467  GEOID HEIGHT-         -22.87  (meters)                     GEOID03
 FN0467
 FN0467  HORZ ORDER  -  SECOND
 FN0467
 FN0467.The horizontal coordinates were established by classical geodetic methods
 FN0467.and adjusted by the National Geodetic Survey in December 1993..
 FN0467
 FN0467.The NAVD 88 height was computed by applying the VERTCON shift value to
 FN0467.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FN0467
 FN0467.The Laplace correction was computed from DEFLEC99 derived deflections.
 FN0467
 FN0467.The geoid height was determined by GEOID03.
 FN0467
 FN0467;                    North         East     Units Scale Factor Converg.
 FN0467;SPC NM E     -   451,471.410   183,086.249   MT  0.99991312   +0 06 50.2
 FN0467;SPC NM E     - 1,481,202.45    600,675.47   sFT  0.99991312   +0 06 50.2
 FN0467;UTM  13      - 3,881,257.870   578,863.520   MT  0.99967665   +0 29 49.3
 FN0467
 FN0467!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FN0467!SPC NM E     -   0.99978362  x   0.99991312  =   0.99969676
 FN0467!UTM  13      -   0.99978362  x   0.99967665  =   0.99946034
 FN0467
 FN0467:                Primary Azimuth Mark                     Grid Az
 FN0467:SPC NM E     -  3510425011                               043 29 38.6
 FN0467:UTM  13      -  3510425011                               043 06 39.5
 FN0467
 FN0467|---------------------------------------------------------------------|
 FN0467| PID    Reference Object                     Distance      Geod. Az  |
 FN0467|                                                           dddmmss.s |
 FN0467| FN0466 3510425011                          APPROX. 1.3 KM 0433628.8 |
 FN0467|---------------------------------------------------------------------|
 FN0467
 FN0467                          SUPERSEDED SURVEY CONTROL
 FN0467
 FN0467  NAD 83(1986)-  35 04 15.57786(N)    104 08 06.07175(W) AD(       ) 2
 FN0467  NAD 27      -  35 04 15.36664(N)    104 08 04.16661(W) AD(       ) 2
 FN0467  NGVD 29 (07/19/86) 1401.0    (m)         4596.     (f) VERT ANG       
 FN0467
 FN0467.Superseded values are not recommended for survey control.
 FN0467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0467.See file dsdata.txt to determine how the superseded data were derived.
 FN0467
 FN0467_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEU7886481258(NAD 83)
 FN0467_MARKER: DD = SURVEY DISK
 FN0467_SETTING: 0 = UNSPECIFIED SETTING
 FN0467_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FN0467
 FN0467  HISTORY     - Date     Condition        Report By
 FN0467  HISTORY     - 1972     MONUMENTED       NMHD
 FN0467
 FN0467                          STATION DESCRIPTION
 FN0467
 FN0467'DESCRIBED BY NM HIGHWAY DEPT 1972 (CWW)
 FN0467'STATION IS LOCATED IN GUADALUPE COUNTY, NEW MEXICO, ALONG
 FN0467'INTERSTATE 40 AND IS ABOUT 35.9 MILES AIR LINE EAST OF SANTA
 FN0467'ROSA, NEW MEXICO.
 FN0467'
 FN0467'TO REACH FROM THE JUNCTION OF 4TH AND PARKER STREETS IN SANTA
 FN0467'ROSA GO EAST ON U.S. 66, 0.8 MILES TO AN INTERCHANGE.  GO EAST ON
 FN0467'I-40, 36.0 MILES TO THE STATION ON THE RIGHT.  STATION IS 0.4
 FN0467'MILE SOUTH OF THE EASTBOUND LANE OF INTERSTATE 40 AND IS LOCATED
 FN0467'ON TOP OF EASTERN PORTION OF A MESA.
 FN0467'
 FN0467'STATION IS A STANDARD NMSHC BRASS DISK SET IN A CONCRETE
 FN0467'MONUMENT AND IS STAMPED 3510425012, 1972.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0465 ***********************************************************************
 FN0465  DESIGNATION -  3510425013
 FN0465  PID         -  FN0465
 FN0465  STATE/COUNTY-  NM/QUAY
 FN0465  USGS QUAD   -  MONTOYA (1964)
 FN0465
 FN0465                         *CURRENT SURVEY CONTROL
 FN0465  ___________________________________________________________________
 FN0465* NAD 83(1992)-  35 05 08.53823(N)    104 05 53.29725(W)     ADJUSTED  
 FN0465* NAVD 88     -      1333.4    (meters)    4375.     (feet)  VERTCON   
 FN0465  ___________________________________________________________________
 FN0465  LAPLACE CORR-          -2.44  (seconds)                    DEFLEC99
 FN0465  GEOID HEIGHT-         -22.90  (meters)                     GEOID03
 FN0465
 FN0465  HORZ ORDER  -  SECOND
 FN0465
 FN0465.The horizontal coordinates were established by classical geodetic methods
 FN0465.and adjusted by the National Geodetic Survey in December 1993..
 FN0465
 FN0465.The NAVD 88 height was computed by applying the VERTCON shift value to
 FN0465.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FN0465
 FN0465.The Laplace correction was computed from DEFLEC99 derived deflections.
 FN0465
 FN0465.The geoid height was determined by GEOID03.
 FN0465
 FN0465;                    North         East     Units Scale Factor Converg.
 FN0465;SPC NM E     -   453,110.923   186,446.200   MT  0.99991476   +0 08 06.7
 FN0465;SPC NM E     - 1,486,581.42    611,698.91   sFT  0.99991476   +0 08 06.7
 FN0465;UTM  13      - 3,882,919.426   582,211.649   MT  0.99968330   +0 31 06.3
 FN0465
 FN0465!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FN0465!SPC NM E     -   0.99979433  x   0.99991476  =   0.99970911
 FN0465!UTM  13      -   0.99979433  x   0.99968330  =   0.99947770
 FN0465
 FN0465:                Primary Azimuth Mark                     Grid Az
 FN0465:SPC NM E     -  3510425014                               072 13 12.5
 FN0465:UTM  13      -  3510425014                               071 50 12.9
 FN0465
 FN0465|---------------------------------------------------------------------|
 FN0465| PID    Reference Object                     Distance      Geod. Az  |
 FN0465|                                                           dddmmss.s |
 FN0465| FN0464 3510425014                          APPROX. 2.6 KM 0722119.2 |
 FN0465|---------------------------------------------------------------------|
 FN0465
 FN0465                          SUPERSEDED SURVEY CONTROL
 FN0465
 FN0465  NAD 83(1986)-  35 05 08.54660(N)    104 05 53.29190(W) AD(       ) 2
 FN0465  NAD 27      -  35 05 08.33523(N)    104 05 51.38754(W) AD(       ) 2
 FN0465  NGVD 29 (07/19/86) 1332.8    (m)         4373.     (f) VERT ANG       
 FN0465
 FN0465.Superseded values are not recommended for survey control.
 FN0465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0465.See file dsdata.txt to determine how the superseded data were derived.
 FN0465
 FN0465_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEU8221282919(NAD 83)
 FN0465_MARKER: DD = SURVEY DISK
 FN0465_SETTING: 0 = UNSPECIFIED SETTING
 FN0465_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FN0465
 FN0465  HISTORY     - Date     Condition        Report By
 FN0465  HISTORY     - 1972     MONUMENTED       NMHD
 FN0465
 FN0465                          STATION DESCRIPTION
 FN0465
 FN0465'DESCRIBED BY NM HIGHWAY DEPT 1972 (CWW)
 FN0465'STATION IS LOCATED IN QUAY COUNTY, NEW MEXICO, ALONG INTERSTATE
 FN0465'40 AND IS ABOUT 22.5 MILES AIR LINE WEST OF TUCUMCARI, NEW MEXICO.
 FN0465'
 FN0465'TO REACH FROM THE JUNCTION OF U.S. 66 AND FIRST STREETS IN
 FN0465'TUCUMCARI GO WEST ON U.S. 66, 3.30 MILES TO AN INTERCHANGE.  GO
 FN0465'WEST ON I-40, 19.2 MILES TO THE STATION ON THE LEFT.  STATION IS
 FN0465'237 FEET SOUTH OF THE EASTBOUND LANE OF INTERSTATE 40.
 FN0465'
 FN0465'STATION IS A STANDARD NMSHC BRASS DISK SET IN A CONCRETE
 FN0465'MONUMENT AND IS STAMPED 3510425013, 1972.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0464 ***********************************************************************
 FN0464  DESIGNATION -  3510425014
 FN0464  PID         -  FN0464
 FN0464  STATE/COUNTY-  NM/QUAY
 FN0464  USGS QUAD   -  MONTOYA (1964)
 FN0464
 FN0464                         *CURRENT SURVEY CONTROL
 FN0464  ___________________________________________________________________
 FN0464* NAD 83(1992)-  35 05 34.41696(N)    104 04 14.26582(W)     ADJUSTED  
 FN0464* NAVD 88     -      1328.6    (meters)    4359.     (feet)  VERTCON   
 FN0464  ___________________________________________________________________
 FN0464  LAPLACE CORR-          -2.25  (seconds)                    DEFLEC99
 FN0464  GEOID HEIGHT-         -22.92  (meters)                     GEOID03
 FN0464
 FN0464  HORZ ORDER  -  SECOND
 FN0464
 FN0464.The horizontal coordinates were established by classical geodetic methods
 FN0464.and adjusted by the National Geodetic Survey in December 1993..
 FN0464
 FN0464.The NAVD 88 height was computed by applying the VERTCON shift value to
 FN0464.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FN0464
 FN0464.The Laplace correction was computed from DEFLEC99 derived deflections.
 FN0464
 FN0464.The geoid height was determined by GEOID03.
 FN0464
 FN0464;                    North         East     Units Scale Factor Converg.
 FN0464;SPC NM E     -   453,914.630   188,952.479   MT  0.99991616   +0 09 03.7
 FN0464;SPC NM E     - 1,489,218.25    619,921.59   sFT  0.99991616   +0 09 03.7
 FN0464;UTM  13      - 3,883,739.692   584,711.921   MT  0.99968844   +0 32 03.6
 FN0464
 FN0464!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FN0464!SPC NM E     -   0.99979509  x   0.99991616  =   0.99971127
 FN0464!UTM  13      -   0.99979509  x   0.99968844  =   0.99948359
 FN0464
 FN0464:                Primary Azimuth Mark                     Grid Az
 FN0464:SPC NM E     -  3510425015                               069 39 28.3
 FN0464:UTM  13      -  3510425015                               069 16 28.4
 FN0464
 FN0464|---------------------------------------------------------------------|
 FN0464| PID    Reference Object                     Distance      Geod. Az  |
 FN0464|                                                           dddmmss.s |
 FN0464| FN0463 3510425015                          APPROX. 2.4 KM 0694832.0 |
 FN0464|---------------------------------------------------------------------|
 FN0464
 FN0464                          SUPERSEDED SURVEY CONTROL
 FN0464
 FN0464  NAD 83(1986)-  35 05 34.42549(N)    104 04 14.26050(W) AD(       ) 2
 FN0464  NAD 27      -  35 05 34.21380(N)    104 04 12.35668(W) AD(       ) 2
 FN0464  NGVD 29 (07/19/86) 1328.0    (m)         4357.     (f) VERT ANG       
 FN0464
 FN0464.Superseded values are not recommended for survey control.
 FN0464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0464.See file dsdata.txt to determine how the superseded data were derived.
 FN0464
 FN0464_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEU8471283740(NAD 83)
 FN0464_MARKER: DD = SURVEY DISK
 FN0464_SETTING: 0 = UNSPECIFIED SETTING
 FN0464_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FN0464
 FN0464  HISTORY     - Date     Condition        Report By
 FN0464  HISTORY     - 1972     MONUMENTED       NMHD
 FN0464
 FN0464                          STATION DESCRIPTION
 FN0464
 FN0464'DESCRIBED BY NM HIGHWAY DEPT 1972 (CWW)
 FN0464'STATION IS LOCATED IN QUAY COUNTY, NEW MEXICO, ALONG INTERSTATE
 FN0464'40 AND IS ABOUT 20.9 MILES AIR LINE WEST OF TUCUMCARI, NEW MEXICO.
 FN0464'
 FN0464'TO REACH FROM THE JUNCTION OF U.S. 66 AND FIRST STREETS IN
 FN0464'TUCUMCARI GO WEST ON U.S. 66, 3.30 MILES TO AN INTERCHANGE.  GO
 FN0464'WEST ON I-40, 17.6 MILES TO THE STATION ON THE LEFT.  STATION IS
 FN0464'85 FEET SOUTH OF THE EASTBOUND LANE OF INTERSTATE 40.  STATION
 FN0464'IS ON THE SOUTHWEST CORNER OF A BRIDGE.
 FN0464'
 FN0464'STATION IS A STANDARD NMSHC BRASS DISK SET IN A CONCRETE
 FN0464'MONUMENT AND IS STAMPED 3510425014, 1972.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0463 ***********************************************************************
 FN0463  DESIGNATION -  3510425015
 FN0463  PID         -  FN0463
 FN0463  STATE/COUNTY-  NM/QUAY
 FN0463  USGS QUAD   -  MONTOYA (1964)
 FN0463
 FN0463                         *CURRENT SURVEY CONTROL
 FN0463  ___________________________________________________________________
 FN0463* NAD 83(1992)-  35 06 00.99704(N)    104 02 46.29080(W)     ADJUSTED  
 FN0463* NAVD 88     -      1313.0    (meters)    4308.     (feet)  VERTCON   
 FN0463  ___________________________________________________________________
 FN0463  LAPLACE CORR-          -2.23  (seconds)                    DEFLEC99
 FN0463  GEOID HEIGHT-         -22.94  (meters)                     GEOID03
 FN0463
 FN0463  HORZ ORDER  -  SECOND
 FN0463
 FN0463.The horizontal coordinates were established by classical geodetic methods
 FN0463.and adjusted by the National Geodetic Survey in December 1993..
 FN0463
 FN0463.The NAVD 88 height was computed by applying the VERTCON shift value to
 FN0463.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FN0463
 FN0463.The Laplace correction was computed from DEFLEC99 derived deflections.
 FN0463
 FN0463.The geoid height was determined by GEOID03.
 FN0463
 FN0463;                    North         East     Units Scale Factor Converg.
 FN0463;SPC NM E     -   454,739.832   191,178.256   MT  0.99991753   +0 09 54.4
 FN0463;SPC NM E     - 1,491,925.60    627,223.99   sFT  0.99991753   +0 09 54.4
 FN0463;UTM  13      - 3,884,579.577   586,931.625   MT  0.99969313   +0 32 54.5
 FN0463
 FN0463!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FN0463!SPC NM E     -   0.99979754  x   0.99991753  =   0.99971509
 FN0463!UTM  13      -   0.99979754  x   0.99969313  =   0.99949073
 FN0463
 FN0463:                Primary Azimuth Mark                     Grid Az
 FN0463:SPC NM E     -  3510425016                               071 48 53.1
 FN0463:UTM  13      -  3510425016                               071 25 53.0
 FN0463
 FN0463|---------------------------------------------------------------------|
 FN0463| PID    Reference Object                     Distance      Geod. Az  |
 FN0463|                                                           dddmmss.s |
 FN0463| FN0462 3510425016                          APPROX. 3.0 KM 0715847.5 |
 FN0463|---------------------------------------------------------------------|
 FN0463
 FN0463                          SUPERSEDED SURVEY CONTROL
 FN0463
 FN0463  NAD 83(1986)-  35 06 01.00576(N)    104 02 46.28552(W) AD(       ) 2
 FN0463  NAD 27      -  35 06 00.79410(N)    104 02 44.38205(W) AD(       ) 2
 FN0463  NGVD 29 (07/19/86) 1312.4    (m)         4306.     (f) VERT ANG       
 FN0463
 FN0463.Superseded values are not recommended for survey control.
 FN0463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0463.See file dsdata.txt to determine how the superseded data were derived.
 FN0463
 FN0463_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEU8693284580(NAD 83)
 FN0463_MARKER: DD = SURVEY DISK
 FN0463_SETTING: 0 = UNSPECIFIED SETTING
 FN0463_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FN0463
 FN0463  HISTORY     - Date     Condition        Report By
 FN0463  HISTORY     - 1972     MONUMENTED       NMHD
 FN0463
 FN0463                          STATION DESCRIPTION
 FN0463
 FN0463'DESCRIBED BY NM HIGHWAY DEPT 1972 (CWW)
 FN0463'STATION IS LOCATED IN QUAY COUNTY, NEW MEXICO, ALONG INTERSTATE
 FN0463'40 AND IS ABOUT 19.4 MILES AIR LINE WEST OF TUCUMCARI, NEW MEXICO.
 FN0463'
 FN0463'TO REACH FROM THE JUNCTION OF U.S. 66 AND FIRST STREETS IN
 FN0463'TUCUMCARI GO WEST ON U.S. 66, 3.30 MILES TO AN INTERCHANGE.  GO
 FN0463'WEST ON I-40, 16.1 MILES TO THE STATION ON THE LEFT.  STATION IS
 FN0463'79 FEET SOUTH OF THE EASTBOUND LANE OF INTERSTATE 40.
 FN0463'
 FN0463'STATION IS A STANDARD NMSHC BRASS DISK SET IN A CONCRETE
 FN0463'MONUMENT AND IS STAMPED 3510425015, 1972.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0462 ***********************************************************************
 FN0462  DESIGNATION -  3510425016
 FN0462  PID         -  FN0462
 FN0462  STATE/COUNTY-  NM/QUAY
 FN0462  USGS QUAD   -  MONTOYA (1964)
 FN0462
 FN0462                         *CURRENT SURVEY CONTROL
 FN0462  ___________________________________________________________________
 FN0462* NAD 83(1992)-  35 06 31.27525(N)    104 00 52.97128(W)     ADJUSTED  
 FN0462* NAVD 88     -      1311.4    (meters)    4302.     (feet)  VERTCON   
 FN0462  ___________________________________________________________________
 FN0462  LAPLACE CORR-          -2.29  (seconds)                    DEFLEC99
 FN0462  GEOID HEIGHT-         -22.98  (meters)                     GEOID03
 FN0462
 FN0462  HORZ ORDER  -  SECOND
 FN0462
 FN0462.The horizontal coordinates were established by classical geodetic methods
 FN0462.and adjusted by the National Geodetic Survey in December 1993..
 FN0462
 FN0462.The NAVD 88 height was computed by applying the VERTCON shift value to
 FN0462.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FN0462
 FN0462.The Laplace correction was computed from DEFLEC99 derived deflections.
 FN0462
 FN0462.The geoid height was determined by GEOID03.
 FN0462
 FN0462;                    North         East     Units Scale Factor Converg.
 FN0462;SPC NM E     -   455,681.570   194,045.051   MT  0.99991948   +0 10 59.7
 FN0462;SPC NM E     - 1,495,015.28    636,629.47   sFT  0.99991948   +0 10 59.7
 FN0462;UTM  13      - 3,885,540.264   589,791.419   MT  0.99969936   +0 34 00.1
 FN0462
 FN0462!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FN0462!SPC NM E     -   0.99979780  x   0.99991948  =   0.99971729
 FN0462!UTM  13      -   0.99979780  x   0.99969936  =   0.99949722
 FN0462
 FN0462:                Primary Azimuth Mark                     Grid Az
 FN0462:SPC NM E     -  GATE                                     083 30 13.2
 FN0462:UTM  13      -  GATE                                     083 07 12.8
 FN0462
 FN0462|---------------------------------------------------------------------|
 FN0462| PID    Reference Object                     Distance      Geod. Az  |
 FN0462|                                                           dddmmss.s |
 FN0462| FN0459 GATE                                APPROX. 1.2 KM 0834112.9 |
 FN0462|---------------------------------------------------------------------|
 FN0462
 FN0462                          SUPERSEDED SURVEY CONTROL
 FN0462
 FN0462  NAD 83(1986)-  35 06 31.28424(N)    104 00 52.96607(W) AD(       ) 2
 FN0462  NAD 27      -  35 06 31.07274(N)    104 00 51.06365(W) AD(       ) 2
 FN0462  NGVD 29 (07/19/86) 1310.8    (m)         4301.     (f) VERT ANG       
 FN0462
 FN0462.Superseded values are not recommended for survey control.
 FN0462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0462.See file dsdata.txt to determine how the superseded data were derived.
 FN0462
 FN0462_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEU8979185540(NAD 83)
 FN0462_MARKER: DD = SURVEY DISK
 FN0462_SETTING: 0 = UNSPECIFIED SETTING
 FN0462_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FN0462
 FN0462  HISTORY     - Date     Condition        Report By
 FN0462  HISTORY     - 1972     MONUMENTED       NMHD
 FN0462
 FN0462                          STATION DESCRIPTION
 FN0462
 FN0462'DESCRIBED BY NM HIGHWAY DEPT 1972 (CWW)
 FN0462'STATION IS LOCATED IN QUAY COUNTY, NEW MEXICO, ALONG INTERSTATE
 FN0462'40 AND IS ABOUT 17.6 MILES AIR LINE WEST OF TUCUMCARI, NEW MEXICO.
 FN0462'
 FN0462'TO REACH FROM THE JUNCTION OF U.S. 66 AND FIRST STREETS IN
 FN0462'TUCUMCARI GO WEST ON U.S. 66, 3.30 MILES TO AN INTERCHANGE.  GO
 FN0462'WEST ON I-40, 14.3 MILES TO THE STATION ON THE LEFT.  STATION IS
 FN0462'79 FEET SOUTH OF THE EASTBOUND LANE OF INTERSTATE 40.
 FN0462'
 FN0462'STATION IS A STANDARD NMSHC BRASS DISK SET IN A CONCRETE
 FN0462'MONUMENT AND IS STAMPED 3510425016, 1972.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0499 ***********************************************************************
 FN0499  DESIGNATION -  3510435001
 FN0499  PID         -  FN0499
 FN0499  STATE/COUNTY-  NM/GUADALUPE
 FN0499  USGS QUAD   -  SACATON DRAW (1963)
 FN0499
 FN0499                         *CURRENT SURVEY CONTROL
 FN0499  ___________________________________________________________________
 FN0499* NAD 83(1992)-  35 00 12.93741(N)    104 31 22.84550(W)     ADJUSTED  
 FN0499* NAVD 88     -      1513.3    (meters)    4965.     (feet)  VERTCON   
 FN0499  ___________________________________________________________________
 FN0499  LAPLACE CORR-          -2.29  (seconds)                    DEFLEC99
 FN0499  GEOID HEIGHT-         -22.46  (meters)                     GEOID03
 FN0499
 FN0499  HORZ ORDER  -  SECOND
 FN0499
 FN0499.The horizontal coordinates were established by classical geodetic methods
 FN0499.and adjusted by the National Geodetic Survey in December 1993..
 FN0499
 FN0499.The NAVD 88 height was computed by applying the VERTCON shift value to
 FN0499.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FN0499
 FN0499.The Laplace correction was computed from DEFLEC99 derived deflections.
 FN0499
 FN0499.The geoid height was determined by GEOID03.
 FN0499
 FN0499;                    North         East     Units Scale Factor Converg.
 FN0499;SPC NM E     -   443,993.342   147,686.844   MT  0.99991278   -0 06 31.7
 FN0499;SPC NM E     - 1,456,668.16    484,535.92   sFT  0.99991278   -0 06 31.7
 FN0499;UTM  13      - 3,873,545.520   543,524.156   MT  0.99962335   +0 16 25.0
 FN0499
 FN0499!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FN0499!SPC NM E     -   0.99976604  x   0.99991278  =   0.99967884
 FN0499!UTM  13      -   0.99976604  x   0.99962335  =   0.99938948
 FN0499
 FN0499:                Primary Azimuth Mark                     Grid Az
 FN0499:SPC NM E     -  3410445013                               239 13 46.1
 FN0499:UTM  13      -  3410445013                               238 50 49.4
 FN0499
 FN0499|---------------------------------------------------------------------|
 FN0499| PID    Reference Object                     Distance      Geod. Az  |
 FN0499|                                                           dddmmss.s |
 FN0499| EP0565 3410445013                          APPROX. 2.8 KM 2390714.4 |
 FN0499|---------------------------------------------------------------------|
 FN0499
 FN0499                          SUPERSEDED SURVEY CONTROL
 FN0499
 FN0499  NAD 83(1986)-  35 00 12.94485(N)    104 31 22.84064(W) AD(       ) 2
 FN0499  NAD 27      -  35 00 12.73487(N)    104 31 20.89224(W) AD(       ) 2
 FN0499  NGVD 29 (07/19/86) 1512.6    (m)         4963.     (f) VERT ANG       
 FN0499
 FN0499.Superseded values are not recommended for survey control.
 FN0499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0499.See file dsdata.txt to determine how the superseded data were derived.
 FN0499
 FN0499_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEU4352473546(NAD 83)
 FN0499_MARKER: DD = SURVEY DISK
 FN0499_SETTING: 0 = UNSPECIFIED SETTING
 FN0499_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FN0499
 FN0499  HISTORY     - Date     Condition        Report By
 FN0499  HISTORY     - 1972     MONUMENTED       NMHD
 FN0499
 FN0499                          STATION DESCRIPTION
 FN0499
 FN0499'DESCRIBED BY NM HIGHWAY DEPT 1972 (CWW)
 FN0499'STATION IS LOCATED IN GUADALUPE COUNTY, NEW MEXICO, ALONG
 FN0499'INTERSTATE 40 AND IS ABOUT 10.2 MILES AIR LINE EAST OF SANTA ROSA,
 FN0499'NEW MEXICO.
 FN0499'
 FN0499'TO REACH FROM THE JUNCTION OF 4TH AND PARKER STREETS IN SANTA
 FN0499'ROSA GO EAST ON U.S. 66, 0.8 MILES TO AN INTERCHANGE.  GO EAST ON
 FN0499'I-40, 10.6 MILES TO THE STATION ON THE MEDIAN.  STATION IS 41
 FN0499'FEET NORTH OF THE EASTBOUND LANE OF INTERSTATE 40.
 FN0499'
 FN0499'STATION IS BY THE WEST END OF THE BRIDGE.
 FN0499'
 FN0499'STATION IS A STANDARD NMSHC BRASS DISK SET IN A CONCRETE
 FN0499'MONUMENT AND IS STAMPED 3510435001, 1972.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0498 ***********************************************************************
 FN0498  DESIGNATION -  3510435002
 FN0498  PID         -  FN0498
 FN0498  STATE/COUNTY-  NM/GUADALUPE
 FN0498  USGS QUAD   -  SACATON DRAW (1963)
 FN0498
 FN0498                         *CURRENT SURVEY CONTROL
 FN0498  ___________________________________________________________________
 FN0498* NAD 83(1992)-  35 00 25.35211(N)    104 30 49.01647(W)     ADJUSTED  
 FN0498* NAVD 88     -      1520.4    (meters)    4988.     (feet)  VERTCON   
 FN0498  ___________________________________________________________________
 FN0498  LAPLACE CORR-          -2.29  (seconds)                    DEFLEC99
 FN0498  GEOID HEIGHT-         -22.47  (meters)                     GEOID03
 FN0498
 FN0498  HORZ ORDER  -  SECOND
 FN0498
 FN0498.The horizontal coordinates were established by classical geodetic methods
 FN0498.and adjusted by the National Geodetic Survey in December 1993..
 FN0498
 FN0498.The NAVD 88 height was computed by applying the VERTCON shift value to
 FN0498.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FN0498
 FN0498.The Laplace correction was computed from DEFLEC99 derived deflections.
 FN0498
 FN0498.The geoid height was determined by GEOID03.
 FN0498
 FN0498;                    North         East     Units Scale Factor Converg.
 FN0498;SPC NM E     -   444,374.301   148,545.251   MT  0.99991243   -0 06 12.3
 FN0498;SPC NM E     - 1,457,918.02    487,352.21   sFT  0.99991243   -0 06 12.3
 FN0498;UTM  13      - 3,873,932.089   544,379.754   MT  0.99962427   +0 16 44.5
 FN0498
 FN0498!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FN0498!SPC NM E     -   0.99976493  x   0.99991243  =   0.99967738
 FN0498!UTM  13      -   0.99976493  x   0.99962427  =   0.99938929
 FN0498
 FN0498:                Primary Azimuth Mark                     Grid Az
 FN0498:SPC NM E     -  3510435001                               246 04 06.4
 FN0498:UTM  13      -  3510435001                               245 41 09.6
 FN0498
 FN0498|---------------------------------------------------------------------|
 FN0498| PID    Reference Object                     Distance      Geod. Az  |
 FN0498|                                                           dddmmss.s |
 FN0498| FN0499 3510435001                          APPROX. 0.9 KM 2455754.1 |
 FN0498|---------------------------------------------------------------------|
 FN0498
 FN0498                          SUPERSEDED SURVEY CONTROL
 FN0498
 FN0498  NAD 83(1986)-  35 00 25.35953(N)    104 30 49.01159(W) AD(       ) 2
 FN0498  NAD 27      -  35 00 25.14980(N)    104 30 47.06405(W) AD(       ) 2
 FN0498  NGVD 29 (07/19/86) 1519.7    (m)         4986.     (f) VERT ANG       
 FN0498
 FN0498.Superseded values are not recommended for survey control.
 FN0498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0498.See file dsdata.txt to determine how the superseded data were derived.
 FN0498
 FN0498_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEU4438073932(NAD 83)
 FN0498_MARKER: DD = SURVEY DISK
 FN0498_SETTING: 0 = UNSPECIFIED SETTING
 FN0498_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FN0498
 FN0498  HISTORY     - Date     Condition        Report By
 FN0498  HISTORY     - 1972     MONUMENTED       NMHD
 FN0498
 FN0498                          STATION DESCRIPTION
 FN0498
 FN0498'DESCRIBED BY NM HIGHWAY DEPT 1972 (CWW)
 FN0498'STATION IS LOCATED IN GUADALUPE COUNTY, NEW MEXICO, ALONG
 FN0498'INTERSTATE 40 AND IS ABOUT 10.8 MILES AIR LINE EAST OF SANTA
 FN0498'ROSA, NEW MEXICO.
 FN0498'
 FN0498'TO REACH FROM THE JUNCTION OF 4TH AND PARKER STREETS IN SANTA
 FN0498'ROSA GO EAST ON U.S. 66, 0.8 MILES TO AN INTERCHANGE.  GO EAST
 FN0498'ON I-40, 11.2 MILES TO THE STATION ON THE RIGHT.  STATION IS 81
 FN0498'FEET SOUTH OF THE EASTBOUND LANE OF INTERSTATE 40.
 FN0498'
 FN0498'STATION IS A STANDARD NMSHD BRASS DISK SET IN A CONCRETE
 FN0498'MONUMENT AND IS STAMPED 3510435002, 1972.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0518 ***********************************************************************
 FN0518  DESIGNATION -  3510445001
 FN0518  PID         -  FN0518
 FN0518  STATE/COUNTY-  NM/MORA
 FN0518  USGS QUAD   -  WATROUS (1966)
 FN0518
 FN0518                         *CURRENT SURVEY CONTROL
 FN0518  ___________________________________________________________________
 FN0518* NAD 83(1992)-  35 46 42.92311(N)    104 59 30.74612(W)     ADJUSTED  
 FN0518* NAVD 88     -      1968.1    (meters)    6457.     (feet)  VERTCON   
 FN0518  ___________________________________________________________________
 FN0518  LAPLACE CORR-          -2.97  (seconds)                    DEFLEC99
 FN0518  GEOID HEIGHT-         -18.85  (meters)                     GEOID03
 FN0518
 FN0518  HORZ ORDER  -  SECOND
 FN0518
 FN0518.The horizontal coordinates were established by classical geodetic methods
 FN0518.and adjusted by the National Geodetic Survey in December 1993..
 FN0518
 FN0518.The NAVD 88 height was computed by applying the VERTCON shift value to
 FN0518.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FN0518
 FN0518.The Laplace correction was computed from DEFLEC99 derived deflections.
 FN0518
 FN0518.The geoid height was determined by GEOID03.
 FN0518
 FN0518;                    North         East     Units Scale Factor Converg.
 FN0518;SPC NM E     -   530,153.204   105,463.018   MT  0.99995276   -0 23 06.1
 FN0518;SPC NM E     - 1,739,344.30    346,006.58   sFT  0.99995276   -0 23 06.1
 FN0518;UTM  13      - 3,959,391.305   500,734.426   MT  0.99960001   +0 00 17.1
 FN0518
 FN0518!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FN0518!SPC NM E     -   0.99969416  x   0.99995276  =   0.99964693
 FN0518!UTM  13      -   0.99969416  x   0.99960001  =   0.99929429
 FN0518
 FN0518:                Primary Azimuth Mark                     Grid Az
 FN0518:SPC NM E     -  3510445002                               018 57 30.8
 FN0518:UTM  13      -  3510445002                               018 34 07.6
 FN0518
 FN0518|---------------------------------------------------------------------|
 FN0518| PID    Reference Object                     Distance      Geod. Az  |
 FN0518|                                                           dddmmss.s |
 FN0518| FN0517 3510445002                          APPROX. 3.7 KM 0183424.7 |
 FN0518|---------------------------------------------------------------------|
 FN0518
 FN0518                          SUPERSEDED SURVEY CONTROL
 FN0518
 FN0518  NAD 83(1986)-  35 46 42.92996(N)    104 59 30.74661(W) AD(       ) 2
 FN0518  NAD 27      -  35 46 42.77894(N)    104 59 28.73749(W) AD(       ) 2
 FN0518  NGVD 29 (07/19/86) 1967.1    (m)         6454.     (f) VERT ANG       
 FN0518
 FN0518.Superseded values are not recommended for survey control.
 FN0518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0518.See file dsdata.txt to determine how the superseded data were derived.
 FN0518
 FN0518_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEV0073459391(NAD 83)
 FN0518_MARKER: DD = SURVEY DISK
 FN0518_SETTING: 0 = UNSPECIFIED SETTING
 FN0518_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FN0518
 FN0518  HISTORY     - Date     Condition        Report By
 FN0518  HISTORY     - 1974     MONUMENTED       NMHC
 FN0518
 FN0518                          STATION DESCRIPTION
 FN0518
 FN0518'DESCRIBED BY NEW MEXICO STATE HIGHWAY COMMISSION 1974 (CWW)
 FN0518'THE STATION IS LOCATED IN MORA COUNTY ALONG INTERSTATE
 FN0518'25 AND IS ABOUT 1.5 MILES AIR LINE SOUTHWEST OF WATROUS, NEW MEXICO.
 FN0518'
 FN0518'TO REACH FROM THE INTERSECTION OF S.R. 97 AND OLD
 FN0518'U.S. 85 IN WATROUS, GO SOUTH ON U.S. 85 1.7 MILES TO THE
 FN0518'SOUTH I-25 ON-RAMP.  THE STATION IS LOCATED 34.6 FEET EAST
 FN0518'OF THE CENTER OF THE NORTH-BOUND LANE OF I-25 ON A
 FN0518'TRIANGULAR GRAVELED SECTION BETWEEN THE OFF-RAMP AND THE
 FN0518'NORTH-BOUND LANE NORTH OF THE EXIT NO. 364 SIGN.
 FN0518'
 FN0518'THE STATION IS A STANDARD NEW MEXICO HIGHWAY COMMISSION
 FN0518'DISC SET IN A CONCRETE MONUMENT PROJECTING ABOUT SIX INCHES
 FN0518'ABOVE THE GROUND AND STAMPED 3510445001, 1974.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0517 ***********************************************************************
 FN0517  DESIGNATION -  3510445002
 FN0517  PID         -  FN0517
 FN0517  STATE/COUNTY-  NM/MORA
 FN0517  USGS QUAD   -  WATROUS (1966)
 FN0517
 FN0517                         *CURRENT SURVEY CONTROL
 FN0517  ___________________________________________________________________
 FN0517* NAD 83(1992)-  35 48 37.22935(N)    104 58 43.59108(W)     ADJUSTED  
 FN0517* NAVD 88     -      1980.2    (meters)    6497.     (feet)  VERTCON   
 FN0517  ___________________________________________________________________
 FN0517  LAPLACE CORR-          -2.97  (seconds)                    DEFLEC99
 FN0517  GEOID HEIGHT-         -18.82  (meters)                     GEOID03
 FN0517
 FN0517  HORZ ORDER  -  SECOND
 FN0517
 FN0517.The horizontal coordinates were established by classical geodetic methods
 FN0517.and adjusted by the National Geodetic Survey in December 1993..
 FN0517
 FN0517.The NAVD 88 height was computed by applying the VERTCON shift value to
 FN0517.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FN0517
 FN0517.The Laplace correction was computed from DEFLEC99 derived deflections.
 FN0517
 FN0517.The geoid height was determined by GEOID03.
 FN0517
 FN0517;                    North         East     Units Scale Factor Converg.
 FN0517;SPC NM E     -   533,668.096   106,670.458   MT  0.99995100   -0 22 39.6
 FN0517;SPC NM E     - 1,750,876.08    349,967.99   sFT  0.99995100   -0 22 39.6
 FN0517;UTM  13      - 3,962,913.093   501,917.502   MT  0.99960005   +0 00 44.7
 FN0517
 FN0517!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FN0517!SPC NM E     -   0.99969224  x   0.99995100  =   0.99964326
 FN0517!UTM  13      -   0.99969224  x   0.99960005  =   0.99929242
 FN0517
 FN0517:                Primary Azimuth Mark                     Grid Az
 FN0517:SPC NM E     -  D4 63                                    031 01 51.3
 FN0517:UTM  13      -  D4 63                                    030 38 27.0
 FN0517
 FN0517|---------------------------------------------------------------------|
 FN0517| PID    Reference Object                     Distance      Geod. Az  |
 FN0517|                                                           dddmmss.s |
 FN0517| FN0516 D4 63                               APPROX. 1.1 KM 0303911.7 |
 FN0517|---------------------------------------------------------------------|
 FN0517
 FN0517                          SUPERSEDED SURVEY CONTROL
 FN0517
 FN0517  NAD 83(1986)-  35 48 37.23623(N)    104 58 43.59160(W) AD(       ) 2
 FN0517  NAD 27      -  35 48 37.08627(N)    104 58 41.58325(W) AD(       ) 2
 FN0517  NGVD 29 (07/19/86) 1979.3    (m)         6494.     (f) VERT ANG       
 FN0517
 FN0517.Superseded values are not recommended for survey control.
 FN0517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0517.See file dsdata.txt to determine how the superseded data were derived.
 FN0517
 FN0517_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEV0191862913(NAD 83)
 FN0517_MARKER: DD = SURVEY DISK
 FN0517_SETTING: 0 = UNSPECIFIED SETTING
 FN0517_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FN0517
 FN0517  HISTORY     - Date     Condition        Report By
 FN0517  HISTORY     - 1974     MONUMENTED       NMHC
 FN0517
 FN0517                          STATION DESCRIPTION
 FN0517
 FN0517'DESCRIBED BY NEW MEXICO STATE HIGHWAY COMMISSION 1974 (CWW)
 FN0517'THE STATION IS LOCATED IN MORA COUNTY ALONG INTERSTATE 25
 FN0517'AND IS ABOUT 0.9 MILES AIR LINE NORTHEAST OF WATROUS, NEW MEXICO.
 FN0517'
 FN0517'TO REACH FROM THE INTERSECTION OF S.R. 97 AND OLD
 FN0517'U.S. 85 IN WATROUS, GO NORTH ON U.S. 85 0.6 MILES TO THE
 FN0517'NORTH I-25 ON-RAMP.  CONTINUE ACROSS OVERPASS TO THE
 FN0517'FRONTAGE ROAD.  TURN RIGHT ON THE FRONTAGE ROAD AND CONTINUE
 FN0517'0.1 MILES NORTH TO THE STATION ON THE LEFT.  THE STATION
 FN0517'IS 62.9 FEET WEST OF THE CENTER OF THE FRONTAGE ROAD.  IT
 FN0517'IS LOCATED 12.0 FEET WEST OF THE R/W FENCE ATOP A SMALL CUT.
 FN0517'
 FN0517'THE STATION IS A STANDARD NEW MEXICO HIGHWAY COMMISSION
 FN0517'DISC SET IN A LARGE ROCK AND STAMPED 3510445002, 1974.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0515 ***********************************************************************
 FN0515  DESIGNATION -  3510445003
 FN0515  PID         -  FN0515
 FN0515  STATE/COUNTY-  NM/MORA
 FN0515  USGS QUAD   -  WATROUS (1966)
 FN0515
 FN0515                         *CURRENT SURVEY CONTROL
 FN0515  ___________________________________________________________________
 FN0515* NAD 83(1992)-  35 50 32.43096(N)    104 56 41.52238(W)     ADJUSTED  
 FN0515* NAVD 88     -      2013.7    (meters)    6607.     (feet)  VERTCON   
 FN0515  ___________________________________________________________________
 FN0515  LAPLACE CORR-          -2.79  (seconds)                    DEFLEC99
 FN0515  GEOID HEIGHT-         -18.82  (meters)                     GEOID03
 FN0515
 FN0515  HORZ ORDER  -  SECOND
 FN0515
 FN0515.The horizontal coordinates were established by classical geodetic methods
 FN0515.and adjusted by the National Geodetic Survey in December 1993..
 FN0515
 FN0515.The NAVD 88 height was computed by applying the VERTCON shift value to
 FN0515.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FN0515
 FN0515.The Laplace correction was computed from DEFLEC99 derived deflections.
 FN0515
 FN0515.The geoid height was determined by GEOID03.
 FN0515
 FN0515;                    North         East     Units Scale Factor Converg.
 FN0515;SPC NM E     -   537,198.804   109,756.991   MT  0.99994668   -0 21 29.1
 FN0515;SPC NM E     - 1,762,459.74    360,094.39   sFT  0.99994668   -0 21 29.1
 FN0515;UTM  13      - 3,966,463.502   504,978.848   MT  0.99960031   +0 01 56.2
 FN0515
 FN0515!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FN0515!SPC NM E     -   0.99968700  x   0.99994668  =   0.99963370
 FN0515!UTM  13      -   0.99968700  x   0.99960031  =   0.99928744
 FN0515
 FN0515:                Primary Azimuth Mark                     Grid Az
 FN0515:SPC NM E     -  VALMORA                                  059 07 43.2
 FN0515:UTM  13      -  VALMORA                                  058 44 17.9
 FN0515
 FN0515|---------------------------------------------------------------------|
 FN0515| PID    Reference Object                     Distance      Geod. Az  |
 FN0515|                                                           dddmmss.s |
 FN0515| FN0512 VALMORA                             APPROX. 2.2 KM 0584614.1 |
 FN0515|---------------------------------------------------------------------|
 FN0515
 FN0515                          SUPERSEDED SURVEY CONTROL
 FN0515
 FN0515  NAD 83(1986)-  35 50 32.43787(N)    104 56 41.52292(W) AD(       ) 2
 FN0515  NAD 27      -  35 50 32.28854(N)    104 56 39.51775(W) AD(       ) 2
 FN0515  NGVD 29 (07/19/86) 2012.7    (m)         6603.     (f) VERT ANG       
 FN0515
 FN0515.Superseded values are not recommended for survey control.
 FN0515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0515.See file dsdata.txt to determine how the superseded data were derived.
 FN0515
 FN0515_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEV0497966464(NAD 83)
 FN0515_MARKER: DD = SURVEY DISK
 FN0515_SETTING: 0 = UNSPECIFIED SETTING
 FN0515_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FN0515
 FN0515  HISTORY     - Date     Condition        Report By
 FN0515  HISTORY     - 1974     MONUMENTED       NMHC
 FN0515
 FN0515                          STATION DESCRIPTION
 FN0515
 FN0515'DESCRIBED BY NEW MEXICO STATE HIGHWAY COMMISSION 1974 (CWW)
 FN0515'THE STATION IS LOCATED IN MORA COUNTY ALONG INTERSTATE 25
 FN0515'AND IS ABOUT 3.6 MILES AIR LINE NORTHEAST OF WATROUS, NEW MEXICO.
 FN0515'
 FN0515'TO REACH FROM THE INTERSECTION OF S.R. 97 AND OLD U.S. 85
 FN0515'IN WATROUS, GO NORTH ON U.S. 85 0.6 MILES TO THE NORTH I-25
 FN0515'ON-RAMP.  CONTINUE NORTH ON I-25 3.1 MILES TO THE STATION
 FN0515'ON THE RIGHT.  THE STATION IS 101.8 FEET EAST OF THE CENTER
 FN0515'OF THE NORTH-BOUND LANE OF I-25.  IT IS LOCATED 5 FEET
 FN0515'WEST OF THE R/W FENCE.
 FN0515'
 FN0515'THE STATION IS A STANDARD NEW MEXICO HIGHWAY COMMISSION
 FN0515'DISC SET IN A CONCRETE MONUMENT PROJECTING ABOUT SIX
 FN0515'INCHES ABOVE THE GROUND AND STAMPED 3510445003, 1974.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0514 ***********************************************************************
 FN0514  DESIGNATION -  3510445004
 FN0514  PID         -  FN0514
 FN0514  STATE/COUNTY-  NM/MORA
 FN0514  USGS QUAD   -  WATROUS (1966)
 FN0514
 FN0514                         *CURRENT SURVEY CONTROL
 FN0514  ___________________________________________________________________
 FN0514* NAD 83(1992)-  35 51 20.30451(N)    104 54 40.83774(W)     ADJUSTED  
 FN0514* NAVD 88     -      2036.8    (meters)    6682.     (feet)  VERTCON   
 FN0514  ___________________________________________________________________
 FN0514  LAPLACE CORR-          -3.43  (seconds)                    DEFLEC99
 FN0514  GEOID HEIGHT-         -18.85  (meters)                     GEOID03
 FN0514
 FN0514  HORZ ORDER  -  SECOND
 FN0514
 FN0514.The horizontal coordinates were established by classical geodetic methods
 FN0514.and adjusted by the National Geodetic Survey in December 1993..
 FN0514
 FN0514.The NAVD 88 height was computed by applying the VERTCON shift value to
 FN0514.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FN0514
 FN0514.The Laplace correction was computed from DEFLEC99 derived deflections.
 FN0514
 FN0514.The geoid height was determined by GEOID03.
 FN0514
 FN0514;                    North         East     Units Scale Factor Converg.
 FN0514;SPC NM E     -   538,655.803   112,794.093   MT  0.99994266   -0 20 18.9
 FN0514;SPC NM E     - 1,767,239.91    370,058.62   sFT  0.99994266   -0 20 18.9
 FN0514;UTM  13      - 3,967,940.655   508,004.909   MT  0.99960079   +0 03 06.9
 FN0514
 FN0514!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FN0514!SPC NM E     -   0.99968338  x   0.99994266  =   0.99962606
 FN0514!UTM  13      -   0.99968338  x   0.99960079  =   0.99928430
 FN0514
 FN0514:                Primary Azimuth Mark                     Grid Az
 FN0514:SPC NM E     -  3510445005                               069 00 53.7
 FN0514:UTM  13      -  3510445005                               068 37 27.9
 FN0514
 FN0514|---------------------------------------------------------------------|
 FN0514| PID    Reference Object                     Distance      Geod. Az  |
 FN0514|                                                           dddmmss.s |
 FN0514| FN0513 3510445005                          APPROX. 2.5 KM 0684034.8 |
 FN0514|---------------------------------------------------------------------|
 FN0514
 FN0514                          SUPERSEDED SURVEY CONTROL
 FN0514
 FN0514  NAD 83(1986)-  35 51 20.31144(N)    104 54 40.83829(W) AD(       ) 2
 FN0514  NAD 27      -  35 51 20.16239(N)    104 54 38.83684(W) AD(       ) 2
 FN0514  NGVD 29 (07/19/86) 2035.8    (m)         6679.     (f) VERT ANG       
 FN0514
 FN0514.Superseded values are not recommended for survey control.
 FN0514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0514.See file dsdata.txt to determine how the superseded data were derived.
 FN0514
 FN0514_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEV0800567941(NAD 83)
 FN0514_MARKER: DD = SURVEY DISK
 FN0514_SETTING: 0 = UNSPECIFIED SETTING
 FN0514_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FN0514
 FN0514  HISTORY     - Date     Condition        Report By
 FN0514  HISTORY     - 1974     MONUMENTED       NMHC
 FN0514
 FN0514                          STATION DESCRIPTION
 FN0514
 FN0514'DESCRIBED BY NEW MEXICO STATE HIGHWAY COMMISSION 1974 (CWW)
 FN0514'THE STATION IS LOCATED IN MORA COUNTY ALONG INTERSTATE 25
 FN0514'AND IS ABOUT 5.5 MILES AIR LINE NORTHEAST OF WATROUS, NEW MEXICO.
 FN0514'
 FN0514'TO REACH FROM THE INTERSECTION OF S.R. 97 AND OLD U.S. 85
 FN0514'IN WATROUS, GO NORTH ON U.S. 85 0.6 MILES TO THE NORTH
 FN0514'I-25 ON-RAMP.  CONTINUE NORTH ON I-25 5.2 MILES TO THE
 FN0514'STATION ON THE RIGHT.  THE STATION IS 98.0 FEET EAST OF THE
 FN0514'CENTER OF THE NORTH-BOUND LANE OF I-25.  IT IS
 FN0514'LOCATED 5 FEET WEST OF THE R/W FENCE.
 FN0514'
 FN0514'THE STATION IS A STANDARD NEW MEXICO HIGHWAY COMMISSION
 FN0514'DISC SET IN A CONCRETE MONUMENT PROJECTING ABOUT SIX
 FN0514'INCHES ABOVE THE GROUND AND STAMPED 3510445004, 1974.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0513 ***********************************************************************
 FN0513  DESIGNATION -  3510445005
 FN0513  PID         -  FN0513
 FN0513  STATE/COUNTY-  NM/MORA
 FN0513  USGS QUAD   -  WATROUS (1966)
 FN0513
 FN0513                         *CURRENT SURVEY CONTROL
 FN0513  ___________________________________________________________________
 FN0513* NAD 83(1992)-  35 51 50.28806(N)    104 53 06.44379(W)     ADJUSTED  
 FN0513* NAVD 88     -      2008.0    (meters)    6588.     (feet)  VERTCON   
 FN0513  ___________________________________________________________________
 FN0513  LAPLACE CORR-          -3.89  (seconds)                    DEFLEC99
 FN0513  GEOID HEIGHT-         -18.89  (meters)                     GEOID03
 FN0513
 FN0513  HORZ ORDER  -  SECOND
 FN0513
 FN0513.The horizontal coordinates were established by classical geodetic methods
 FN0513.and adjusted by the National Geodetic Survey in December 1993..
 FN0513
 FN0513.The NAVD 88 height was computed by applying the VERTCON shift value to
 FN0513.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FN0513
 FN0513.The Laplace correction was computed from DEFLEC99 derived deflections.
 FN0513
 FN0513.The geoid height was determined by GEOID03.
 FN0513
 FN0513;                    North         East     Units Scale Factor Converg.
 FN0513;SPC NM E     -   539,566.185   115,167.570   MT  0.99993968   -0 19 23.8
 FN0513;SPC NM E     - 1,770,226.73    377,845.60   sFT  0.99993968   -0 19 23.8
 FN0513;UTM  13      - 3,968,866.879   510,371.320   MT  0.99960133   +0 04 02.3
 FN0513
 FN0513!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FN0513!SPC NM E     -   0.99968791  x   0.99993968  =   0.99962761
 FN0513!UTM  13      -   0.99968791  x   0.99960133  =   0.99928936
 FN0513
 FN0513:                Primary Azimuth Mark                     Grid Az
 FN0513:SPC NM E     -  3510445006                               057 43 43.8
 FN0513:UTM  13      -  3510445006                               057 20 17.7
 FN0513
 FN0513|---------------------------------------------------------------------|
 FN0513| PID    Reference Object                     Distance      Geod. Az  |
 FN0513|                                                           dddmmss.s |
 FN0513| FN0511 3510445006                          APPROX. 2.8 KM 0572420.0 |
 FN0513|---------------------------------------------------------------------|
 FN0513
 FN0513                          SUPERSEDED SURVEY CONTROL
 FN0513
 FN0513  NAD 83(1986)-  35 51 50.29504(N)    104 53 06.44424(W) AD(       ) 2
 FN0513  NAD 27      -  35 51 50.14683(N)    104 53 04.44614(W) AD(       ) 2
 FN0513  NGVD 29 (07/19/86) 2007.0    (m)         6585.     (f) VERT ANG       
 FN0513
 FN0513.Superseded values are not recommended for survey control.
 FN0513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0513.See file dsdata.txt to determine how the superseded data were derived.
 FN0513
 FN0513_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEV1037168867(NAD 83)
 FN0513_MARKER: DD = SURVEY DISK
 FN0513_SETTING: 0 = UNSPECIFIED SETTING
 FN0513_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FN0513
 FN0513  HISTORY     - Date     Condition        Report By
 FN0513  HISTORY     - 1974     MONUMENTED       NMHC
 FN0513
 FN0513                          STATION DESCRIPTION
 FN0513
 FN0513'DESCRIBED BY NEW MEXICO STATE HIGHWAY COMMISSION 1974 (CWW)
 FN0513'THE STATION IS LOCATED IN MORA COUNTY ALONG INTERSTATE 25
 FN0513'AND IS ABOUT 6.9 MILES AIR LINE NORTHEAST OF WATROUS, NEW MEXICO.
 FN0513'
 FN0513'TO REACH FROM THE INTERSECTION OF S.R. 97 AND OLD U.S. 85
 FN0513'IN WATROUS, GO NORTH ON U.S. 85 0.6 MILES TO THE NORTH
 FN0513'I-25 ON-RAMP.  CONTINUE NORTH ON I-25 6.8 MILES TO THE
 FN0513'STATION ON THE RIGHT.  THE STATION IS 99.2 FEET EAST OF
 FN0513'THE CENTER OF THE NORTH-BOUND LANE OF I-25.  IT IS
 FN0513'LOCATED 5 FEET WEST OF THE R/W FENCE.
 FN0513'
 FN0513'THE STATION IS A STANDARD NEW MEXICO HIGHWAY COMMISSION
 FN0513'DISC SET IN A CONCRETE MONUMENT PROJECTING ABOUT SIX INCHES
 FN0513'ABOVE THE GROUND AND STAMPED 3510445005, 1974.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0511 ***********************************************************************
 FN0511  DESIGNATION -  3510445006
 FN0511  PID         -  FN0511
 FN0511  STATE/COUNTY-  NM/MORA
 FN0511  USGS QUAD   -  OPTIMO (1966)
 FN0511
 FN0511                         *CURRENT SURVEY CONTROL
 FN0511  ___________________________________________________________________
 FN0511* NAD 83(1992)-  35 52 39.06574(N)    104 51 32.68825(W)     ADJUSTED  
 FN0511* NAVD 88     -      2026.7    (meters)    6649.     (feet)  VERTCON   
 FN0511  ___________________________________________________________________
 FN0511  LAPLACE CORR-          -4.46  (seconds)                    DEFLEC99
 FN0511  GEOID HEIGHT-         -18.92  (meters)                     GEOID03
 FN0511
 FN0511  HORZ ORDER  -  SECOND
 FN0511
 FN0511.The horizontal coordinates were established by classical geodetic methods
 FN0511.and adjusted by the National Geodetic Survey in December 1993..
 FN0511
 FN0511.The NAVD 88 height was computed by applying the VERTCON shift value to
 FN0511.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FN0511
 FN0511.The Laplace correction was computed from DEFLEC99 derived deflections.
 FN0511
 FN0511.The geoid height was determined by GEOID03.
 FN0511
 FN0511;                    North         East     Units Scale Factor Converg.
 FN0511;SPC NM E     -   541,056.501   117,527.649   MT  0.99993685   -0 18 29.2
 FN0511;SPC NM E     - 1,775,116.20    385,588.63   sFT  0.99993685   -0 18 29.2
 FN0511;UTM  13      - 3,970,372.745   512,720.393   MT  0.99960199   +0 04 57.3
 FN0511
 FN0511!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FN0511!SPC NM E     -   0.99968498  x   0.99993685  =   0.99962185
 FN0511!UTM  13      -   0.99968498  x   0.99960199  =   0.99928710
 FN0511
 FN0511:                Primary Azimuth Mark                     Grid Az
 FN0511:SPC NM E     -  3510445007                               045 08 24.4
 FN0511:UTM  13      -  3510445007                               044 44 57.9
 FN0511
 FN0511|---------------------------------------------------------------------|
 FN0511| PID    Reference Object                     Distance      Geod. Az  |
 FN0511|                                                           dddmmss.s |
 FN0511| FN0510 3510445007                          APPROX. 2.6 KM 0444955.2 |
 FN0511|---------------------------------------------------------------------|
 FN0511
 FN0511                          SUPERSEDED SURVEY CONTROL
 FN0511
 FN0511  NAD 83(1986)-  35 52 39.07272(N)    104 51 32.68861(W) AD(       ) 2
 FN0511  NAD 27      -  35 52 38.92696(N)    104 51 30.69272(W) AD(       ) 2
 FN0511  NGVD 29 (07/19/86) 2025.7    (m)         6646.     (f) VERT ANG       
 FN0511
 FN0511.Superseded values are not recommended for survey control.
 FN0511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0511.See file dsdata.txt to determine how the superseded data were derived.
 FN0511
 FN0511_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEV1272070373(NAD 83)
 FN0511_MARKER: DD = SURVEY DISK
 FN0511_SETTING: 0 = UNSPECIFIED SETTING
 FN0511_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FN0511
 FN0511  HISTORY     - Date     Condition        Report By
 FN0511  HISTORY     - 1974     MONUMENTED       NMHC
 FN0511
 FN0511                          STATION DESCRIPTION
 FN0511
 FN0511'DESCRIBED BY NEW MEXICO STATE HIGHWAY COMMISSION 1974 (CWW)
 FN0511'THE STATION IS LOCATED IN MORA COUNTY ALONG INTERSTATE 25
 FN0511'AND IS ABOUT 8.7 MILES AIR LINE NORTHEAST OF WATROUS, NEW MEXICO.
 FN0511'
 FN0511'TO REACH FROM THE INTERSECTION OF S.R. 97 AND OLD U.S. 85
 FN0511'IN WATROUS, GO NORTH ON U.S. 85 0.6 MILES TO THE NORTH
 FN0511'I-25 ON-RAMP.  CONTINUE NORTH ON I-25 8.65 MILES TO THE
 FN0511'STATION ON THE LEFT.  THE STATION IS 10.0 FEET EAST OF
 FN0511'THE CURB OF THE ROAD THROUGH THE REST AREA OFF THE SOUTH-BOUND
 FN0511'LANE OF I-25.
 FN0511'
 FN0511'THE STATION IS A STANDARD NEW MEXICO HIGHWAY COMMISSION DISC
 FN0511'SET IN A CONCRETE MONUMENT PROJECTING ABOUT SIX INCHES
 FN0511'ABOVE THE GROUND AND STAMPED 3510445006, 1974.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0510 ***********************************************************************
 FN0510  DESIGNATION -  3510445007
 FN0510  PID         -  FN0510
 FN0510  STATE/COUNTY-  NM/MORA
 FN0510  USGS QUAD   -  OPTIMO (1966)
 FN0510
 FN0510                         *CURRENT SURVEY CONTROL
 FN0510  ___________________________________________________________________
 FN0510* NAD 83(1992)-  35 53 39.09768(N)    104 50 19.33416(W)     ADJUSTED  
 FN0510* NAVD 88     -      1988.6    (meters)    6524.     (feet)  VERTCON   
 FN0510  ___________________________________________________________________
 FN0510  LAPLACE CORR-          -4.87  (seconds)                    DEFLEC99
 FN0510  GEOID HEIGHT-         -18.94  (meters)                     GEOID03
 FN0510
 FN0510  HORZ ORDER  -  SECOND
 FN0510
 FN0510.The horizontal coordinates were established by classical geodetic methods
 FN0510.and adjusted by the National Geodetic Survey in December 1993..
 FN0510
 FN0510.The NAVD 88 height was computed by applying the VERTCON shift value to
 FN0510.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FN0510
 FN0510.The Laplace correction was computed from DEFLEC99 derived deflections.
 FN0510
 FN0510.The geoid height was determined by GEOID03.
 FN0510
 FN0510;                    North         East     Units Scale Factor Converg.
 FN0510;SPC NM E     -   542,896.919   119,377.096   MT  0.99993473   -0 17 46.7
 FN0510;SPC NM E     - 1,781,154.31    391,656.36   sFT  0.99993473   -0 17 46.7
 FN0510;UTM  13      - 3,972,225.116   514,556.631   MT  0.99960261   +0 05 40.4
 FN0510
 FN0510!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FN0510!SPC NM E     -   0.99969096  x   0.99993473  =   0.99962571
 FN0510!UTM  13      -   0.99969096  x   0.99960261  =   0.99929369
 FN0510
 FN0510:                Primary Azimuth Mark                     Grid Az
 FN0510:SPC NM E     -  D4 105                                   041 04 13.9
 FN0510:UTM  13      -  D4 105                                   040 40 46.8
 FN0510
 FN0510|---------------------------------------------------------------------|
 FN0510| PID    Reference Object                     Distance      Geod. Az  |
 FN0510|                                                           dddmmss.s |
 FN0510| FN0509 D4 105                              APPROX. 2.0 KM 0404627.2 |
 FN0510|---------------------------------------------------------------------|
 FN0510
 FN0510                          SUPERSEDED SURVEY CONTROL
 FN0510
 FN0510  NAD 83(1986)-  35 53 39.10470(N)    104 50 19.33437(W) AD(       ) 2
 FN0510  NAD 27      -  35 53 38.96078(N)    104 50 17.34199(W) AD(       ) 2
 FN0510  NGVD 29 (07/19/86) 1987.6    (m)         6521.     (f) VERT ANG       
 FN0510
 FN0510.Superseded values are not recommended for survey control.
 FN0510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0510.See file dsdata.txt to determine how the superseded data were derived.
 FN0510
 FN0510_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEV1455772225(NAD 83)
 FN0510_MARKER: DD = SURVEY DISK
 FN0510_SETTING: 0 = UNSPECIFIED SETTING
 FN0510_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FN0510
 FN0510  HISTORY     - Date     Condition        Report By
 FN0510  HISTORY     - 1974     MONUMENTED       NMHC
 FN0510
 FN0510                          STATION DESCRIPTION
 FN0510
 FN0510'DESCRIBED BY NEW MEXICO STATE HIGHWAY COMMISSION 1974 (CWW)
 FN0510'THE STATION IS LOCATED IN MORA COUNTY ALONG INTERSTATE 25
 FN0510'AND IS ABOUT 10.3 MILES AIR LINE NORTHEAST OF WATROUS, NEW MEXICO.
 FN0510'
 FN0510'TO REACH FROM THE INTERSECTION OF S.R. 97 AND OLD U.S. 85
 FN0510'IN WATROUS, GO NORTH ON U.S. 85 0.6 MILES TO THE NORTH
 FN0510'I-25 ON-RAMP.  CONTINUE NORTH ON I-25 10.3 MILES TO THE
 FN0510'STATION ON THE RIGHT.  THE STATION IS 56.3 FEET EAST
 FN0510'OF THE CENTER OF THE NORTH-BOUND LANE OF I-25.  IT IS
 FN0510'LOCATED 4 FEET EAST OF THE R/W FENCE ON THE SHOULDER
 FN0510'OF THE FRONTAGE ROAD.
 FN0510'
 FN0510'THE STATION IS A STANDARD NEW MEXICO HIGHWAY COMMISSION DISC
 FN0510'SET IN A CONCRETE MONUMENT PROJECTING ABOUT SIX INCHES
 FN0510'ABOVE THE GROUND AND STAMPED 3510445007, 1974.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0508 ***********************************************************************
 FN0508  DESIGNATION -  3510445008
 FN0508  PID         -  FN0508
 FN0508  STATE/COUNTY-  NM/MORA
 FN0508  USGS QUAD   -  OPTIMO (1966)
 FN0508
 FN0508                         *CURRENT SURVEY CONTROL
 FN0508  ___________________________________________________________________
 FN0508* NAD 83(1992)-  35 55 12.93597(N)    104 48 36.05709(W)     ADJUSTED  
 FN0508* NAVD 88     -      1967.5    (meters)    6455.     (feet)  VERTCON   
 FN0508  ___________________________________________________________________
 FN0508  LAPLACE CORR-          -4.88  (seconds)                    DEFLEC99
 FN0508  GEOID HEIGHT-         -18.96  (meters)                     GEOID03
 FN0508
 FN0508  HORZ ORDER  -  SECOND
 FN0508
 FN0508.The horizontal coordinates were established by classical geodetic methods
 FN0508.and adjusted by the National Geodetic Survey in December 1993..
 FN0508
 FN0508.The NAVD 88 height was computed by applying the VERTCON shift value to
 FN0508.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FN0508
 FN0508.The Laplace correction was computed from DEFLEC99 derived deflections.
 FN0508
 FN0508.The geoid height was determined by GEOID03.
 FN0508
 FN0508;                    North         East     Units Scale Factor Converg.
 FN0508;SPC NM E     -   545,775.908   121,981.075   MT  0.99993189   -0 16 46.8
 FN0508;SPC NM E     - 1,790,599.79    400,199.58   sFT  0.99993189   -0 16 46.8
 FN0508;UTM  13      - 3,975,120.851   517,140.050   MT  0.99960362   +0 06 41.2
 FN0508
 FN0508!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FN0508!SPC NM E     -   0.99969426  x   0.99993189  =   0.99962617
 FN0508!UTM  13      -   0.99969426  x   0.99960362  =   0.99929800
 FN0508
 FN0508:                Primary Azimuth Mark                     Grid Az
 FN0508:SPC NM E     -  3510445009                               043 21 19.7
 FN0508:UTM  13      -  3510445009                               042 57 51.7
 FN0508
 FN0508|---------------------------------------------------------------------|
 FN0508| PID    Reference Object                     Distance      Geod. Az  |
 FN0508|                                                           dddmmss.s |
 FN0508| FN0507 3510445009                          APPROX. 1.9 KM 0430432.9 |
 FN0508|---------------------------------------------------------------------|
 FN0508
 FN0508                          SUPERSEDED SURVEY CONTROL
 FN0508
 FN0508  NAD 83(1986)-  35 55 12.94300(N)    104 48 36.05712(W) AD(       ) 2
 FN0508  NAD 27      -  35 55 12.80227(N)    104 48 34.07005(W) AD(       ) 2
 FN0508  NGVD 29 (07/19/86) 1966.6    (m)         6452.     (f) VERT ANG       
 FN0508
 FN0508.Superseded values are not recommended for survey control.
 FN0508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0508.See file dsdata.txt to determine how the superseded data were derived.
 FN0508
 FN0508_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEV1714075121(NAD 83)
 FN0508_MARKER: DD = SURVEY DISK
 FN0508_SETTING: 0 = UNSPECIFIED SETTING
 FN0508_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FN0508
 FN0508  HISTORY     - Date     Condition        Report By
 FN0508  HISTORY     - 1974     MONUMENTED       NMHC
 FN0508
 FN0508                          STATION DESCRIPTION
 FN0508
 FN0508'DESCRIBED BY NEW MEXICO STATE HIGHWAY COMMISSION 1974 (CWW)
 FN0508'THE STATION IS LOCATED IN MORA COUNTY ALONG INTERSTATE 25
 FN0508'AND IS ABOUT 8.5 MILES AIR LINE SOUTHWEST OF WAGON MOUND,
 FN0508'NEW MEXICO.
 FN0508'
 FN0508'TO REACH FROM THE INTERSECTION OF S.R. 120 AND OLD U.S. 85
 FN0508'IN DOWNTOWN WAGON MOUND, GO WEST ON S.R. 120 ABOUT 0.3
 FN0508'MILES TO THE I-25 ON-RAMP.  CONTINUE SOUTH ON I-25 8.8
 FN0508'MILES TO THE STATION ON THE RIGHT.  THE STATION IS 68.0 FEET
 FN0508'WEST OF THE CENTER OF THE SOUTH-BOUND LANE OF I-25.  IT IS
 FN0508'LOCATED 4 FEET EAST OF THE R/W FENCE.
 FN0508'
 FN0508'THE STATION IS A STANDARD NEW MEXICO HIGHWAY COMMISSION DISC
 FN0508'SET IN A CONCRETE MONUMENT PROJECTING ABOUT SIX INCHES
 FN0508'ABOVE THE GROUND AND STAMPED 3510445008, 1974.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0507 ***********************************************************************
 FN0507  DESIGNATION -  3510445009
 FN0507  PID         -  FN0507
 FN0507  STATE/COUNTY-  NM/MORA
 FN0507  USGS QUAD   -  OPTIMO (1966)
 FN0507
 FN0507                         *CURRENT SURVEY CONTROL
 FN0507  ___________________________________________________________________
 FN0507* NAD 83(1992)-  35 55 58.15444(N)    104 47 44.06810(W)     ADJUSTED  
 FN0507* NAVD 88     -      1954.9    (meters)    6414.     (feet)  VERTCON   
 FN0507  ___________________________________________________________________
 FN0507  LAPLACE CORR-          -4.91  (seconds)                    DEFLEC99
 FN0507  GEOID HEIGHT-         -18.98  (meters)                     GEOID03
 FN0507
 FN0507  HORZ ORDER  -  SECOND
 FN0507
 FN0507.The horizontal coordinates were established by classical geodetic methods
 FN0507.and adjusted by the National Geodetic Survey in December 1993..
 FN0507
 FN0507.The NAVD 88 height was computed by applying the VERTCON shift value to
 FN0507.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FN0507
 FN0507.The Laplace correction was computed from DEFLEC99 derived deflections.
 FN0507
 FN0507.The geoid height was determined by GEOID03.
 FN0507
 FN0507;                    North         East     Units Scale Factor Converg.
 FN0507;SPC NM E     -   547,163.235   123,290.965   MT  0.99993052   -0 16 16.5
 FN0507;SPC NM E     - 1,795,151.38    404,497.11   sFT  0.99993052   -0 16 16.5
 FN0507;UTM  13      - 3,976,516.631   518,440.013   MT  0.99960419   +0 07 11.9
 FN0507
 FN0507!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FN0507!SPC NM E     -   0.99969624  x   0.99993052  =   0.99962678
 FN0507!UTM  13      -   0.99969624  x   0.99960419  =   0.99930055
 FN0507
 FN0507:                Primary Azimuth Mark                     Grid Az
 FN0507:SPC NM E     -  3510445010                               045 03 55.9
 FN0507:UTM  13      -  3510445010                               044 40 27.5
 FN0507
 FN0507|---------------------------------------------------------------------|
 FN0507| PID    Reference Object                     Distance      Geod. Az  |
 FN0507|                                                           dddmmss.s |
 FN0507| FN0506 3510445010                          APPROX. 2.3 KM 0444739.4 |
 FN0507|---------------------------------------------------------------------|
 FN0507
 FN0507                          SUPERSEDED SURVEY CONTROL
 FN0507
 FN0507  NAD 83(1986)-  35 55 58.16147(N)    104 47 44.06807(W) AD(       ) 2
 FN0507  NAD 27      -  35 55 58.02231(N)    104 47 42.08361(W) AD(       ) 2
 FN0507  NGVD 29 (07/19/86) 1954.0    (m)         6411.     (f) VERT ANG       
 FN0507
 FN0507.Superseded values are not recommended for survey control.
 FN0507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0507.See file dsdata.txt to determine how the superseded data were derived.
 FN0507
 FN0507_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEV1844076517(NAD 83)
 FN0507_MARKER: DD = SURVEY DISK
 FN0507_SETTING: 0 = UNSPECIFIED SETTING
 FN0507_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FN0507
 FN0507  HISTORY     - Date     Condition        Report By
 FN0507  HISTORY     - 1974     MONUMENTED       NMHC
 FN0507
 FN0507                          STATION DESCRIPTION
 FN0507
 FN0507'DESCRIBED BY NEW MEXICO STATE HIGHWAY COMMISSION 1974 (CWW)
 FN0507'THE STATION IS LOCATED IN MORA COUNTY ALONG INTERSTATE 25
 FN0507'AND IS ABOUT 7.4 MILES AIR LINE SOUTHWEST OF WAGON MOUND,
 FN0507'NEW MEXICO.
 FN0507'
 FN0507'TO REACH FROM THE INTERSECTION OF S.R. 120 AND OLD U.S. 85
 FN0507'IN DOWNTOWN WAGON MOUND, GO WEST ON S.R. 120 ABOUT 0.3 MILES
 FN0507'TO THE I-25 ON-RAMP.  CONTINUE SOUTH ON I-25 7.6 MILES TO
 FN0507'THE STATION ON THE RIGHT.  THE STATION IS 60.0 FEET
 FN0507'WEST OF THE CENTER OF THE SOUTH-BOUND LANE OF I-25.  IT
 FN0507'IS LOCATED 10 FEET EAST OF THE R/W FENCE.
 FN0507'
 FN0507'THE STATION IS A STANDARD NEW MEXICO HIGHWAY COMMISSION
 FN0507'DISC SET IN A CONCRETE MONUMENT PROJECTING ABOUT SIX
 FN0507'INCHES ABOVE THE GROUND AND STAMPED 3510445009, 1974.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0506 ***********************************************************************
 FN0506  DESIGNATION -  3510445010
 FN0506  PID         -  FN0506
 FN0506  STATE/COUNTY-  NM/MORA
 FN0506  USGS QUAD   -  OPTIMO (1966)
 FN0506
 FN0506                         *CURRENT SURVEY CONTROL
 FN0506  ___________________________________________________________________
 FN0506* NAD 83(1992)-  35 56 51.39486(N)    104 46 39.05482(W)     ADJUSTED  
 FN0506* NAVD 88     -      1919.0    (meters)    6296.     (feet)  VERTCON   
 FN0506  ___________________________________________________________________
 FN0506  LAPLACE CORR-          -4.85  (seconds)                    DEFLEC99
 FN0506  GEOID HEIGHT-         -19.01  (meters)                     GEOID03
 FN0506
 FN0506  HORZ ORDER  -  SECOND
 FN0506
 FN0506.The horizontal coordinates were established by classical geodetic methods
 FN0506.and adjusted by the National Geodetic Survey in December 1993..
 FN0506
 FN0506.The NAVD 88 height was computed by applying the VERTCON shift value to
 FN0506.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FN0506
 FN0506.The Laplace correction was computed from DEFLEC99 derived deflections.
 FN0506
 FN0506.The geoid height was determined by GEOID03.
 FN0506
 FN0506;                    North         East     Units Scale Factor Converg.
 FN0506;SPC NM E     -   548,796.494   124,927.967   MT  0.99992887   -0 15 38.7
 FN0506;SPC NM E     - 1,800,509.83    409,867.84   sFT  0.99992887   -0 15 38.7
 FN0506;UTM  13      - 3,978,160.497   520,065.294   MT  0.99960496   +0 07 50.2
 FN0506
 FN0506!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FN0506!SPC NM E     -   0.99970188  x   0.99992887  =   0.99963077
 FN0506!UTM  13      -   0.99970188  x   0.99960496  =   0.99930696
 FN0506
 FN0506:                Primary Azimuth Mark                     Grid Az
 FN0506:SPC NM E     -  3510445011                               040 52 28.8
 FN0506:UTM  13      -  3510445011                               040 28 59.9
 FN0506
 FN0506|---------------------------------------------------------------------|
 FN0506| PID    Reference Object                     Distance      Geod. Az  |
 FN0506|                                                           dddmmss.s |
 FN0506| FN0505 3510445011                          APPROX. 2.0 KM 0403650.1 |
 FN0506|---------------------------------------------------------------------|
 FN0506
 FN0506                          SUPERSEDED SURVEY CONTROL
 FN0506
 FN0506  NAD 83(1986)-  35 56 51.40193(N)    104 46 39.05472(W) AD(       ) 2
 FN0506  NAD 27      -  35 56 51.26436(N)    104 46 37.07353(W) AD(       ) 2
 FN0506  NGVD 29 (07/19/86) 1918.1    (m)         6293.     (f) VERT ANG       
 FN0506
 FN0506.Superseded values are not recommended for survey control.
 FN0506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0506.See file dsdata.txt to determine how the superseded data were derived.
 FN0506
 FN0506_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEV2006578160(NAD 83)
 FN0506_MARKER: DD = SURVEY DISK
 FN0506_SETTING: 0 = UNSPECIFIED SETTING
 FN0506_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FN0506
 FN0506  HISTORY     - Date     Condition        Report By
 FN0506  HISTORY     - 1974     MONUMENTED       NMHC
 FN0506
 FN0506                          STATION DESCRIPTION
 FN0506
 FN0506'DESCRIBED BY NEW MEXICO STATE HIGHWAY COMMISSION 1974 (CWW)
 FN0506'THE STATION IS LOCATED IN MORA COUNTY ALONG INTERSTATE 25
 FN0506'AND IS ABOUT 5.9 MILES AIR LINE SOUTHWEST OF WAGON MOUND,
 FN0506'NEW MEXICO.
 FN0506'
 FN0506'TO REACH FROM THE INTERSECTION OF S.R. 120 AND OLD U.S. 85
 FN0506'IN DOWNTOWN WAGON MOUND, GO WEST ON S.R. 120 ABOUT
 FN0506'0.3 MILES TO THE I-25 ON-RAMP.  CONTINUE SOUTH ON I-25
 FN0506'6.1 MILES TO THE STATION ON THE LEFT.  THE STATION IS 48.0
 FN0506'FEET EAST OF THE CENTER OF THE NORTH-BOUND LANE OF
 FN0506'I-25.  IT IS LOCATED 4.7 FEET WEST OF THE R/W FENCE.
 FN0506'
 FN0506'THE STATION IS A STANDARD NEW MEXICO HIGHWAY COMMISSION
 FN0506'DISC SET IN A CONCRETE MONUMENT PROJECTING ABOUT SIX
 FN0506'INCHES ABOVE THE GROUND AND STAMPED 3510445010, 1974.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0505 ***********************************************************************
 FN0505  DESIGNATION -  3510445011
 FN0505  PID         -  FN0505
 FN0505  STATE/COUNTY-  NM/MORA
 FN0505  USGS QUAD   -  OPTIMO (1966)
 FN0505
 FN0505                         *CURRENT SURVEY CONTROL
 FN0505  ___________________________________________________________________
 FN0505* NAD 83(1992)-  35 57 40.29959(N)    104 45 47.46787(W)     ADJUSTED  
 FN0505* NAVD 88     -      1936.7    (meters)    6354.     (feet)  VERTCON   
 FN0505  ___________________________________________________________________
 FN0505  LAPLACE CORR-          -4.69  (seconds)                    DEFLEC99
 FN0505  GEOID HEIGHT-         -19.03  (meters)                     GEOID03
 FN0505
 FN0505  HORZ ORDER  -  SECOND
 FN0505
 FN0505.The horizontal coordinates were established by classical geodetic methods
 FN0505.and adjusted by the National Geodetic Survey in December 1993..
 FN0505
 FN0505.The NAVD 88 height was computed by applying the VERTCON shift value to
 FN0505.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FN0505
 FN0505.The Laplace correction was computed from DEFLEC99 derived deflections.
 FN0505
 FN0505.The geoid height was determined by GEOID03.
 FN0505
 FN0505;                    North         East     Units Scale Factor Converg.
 FN0505;SPC NM E     -   550,297.909   126,227.374   MT  0.99992761   -0 15 08.7
 FN0505;SPC NM E     - 1,805,435.72    414,130.98   sFT  0.99992761   -0 15 08.7
 FN0505;UTM  13      - 3,979,670.266   521,353.997   MT  0.99960562   +0 08 20.6
 FN0505
 FN0505!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FN0505!SPC NM E     -   0.99969911  x   0.99992761  =   0.99962674
 FN0505!UTM  13      -   0.99969911  x   0.99960562  =   0.99930485
 FN0505
 FN0505:                Primary Azimuth Mark                     Grid Az
 FN0505:SPC NM E     -  3510445012                               044 41 47.0
 FN0505:UTM  13      -  3510445012                               044 18 17.7
 FN0505
 FN0505|---------------------------------------------------------------------|
 FN0505| PID    Reference Object                     Distance      Geod. Az  |
 FN0505|                                                           dddmmss.s |
 FN0505| FN0504 3510445012                          APPROX. 2.9 KM 0442638.3 |
 FN0505|---------------------------------------------------------------------|
 FN0505
 FN0505                          SUPERSEDED SURVEY CONTROL
 FN0505
 FN0505  NAD 83(1986)-  35 57 40.30669(N)    104 45 47.46774(W) AD(       ) 2
 FN0505  NAD 27      -  35 57 40.17042(N)    104 45 45.48909(W) AD(       ) 2
 FN0505  NGVD 29 (07/19/86) 1935.8    (m)         6351.     (f) VERT ANG       
 FN0505
 FN0505.Superseded values are not recommended for survey control.
 FN0505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0505.See file dsdata.txt to determine how the superseded data were derived.
 FN0505
 FN0505_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEV2135479670(NAD 83)
 FN0505_MARKER: DD = SURVEY DISK
 FN0505_SETTING: 0 = UNSPECIFIED SETTING
 FN0505_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FN0505
 FN0505  HISTORY     - Date     Condition        Report By
 FN0505  HISTORY     - 1974     MONUMENTED       NMHC
 FN0505
 FN0505                          STATION DESCRIPTION
 FN0505
 FN0505'DESCRIBED BY NEW MEXICO STATE HIGHWAY COMMISSION 1974 (CWW)
 FN0505'THE STATION IS LOCATED IN MORA COUNTY ALONG INTERSTATE 25 AND IS
 FN0505'ABOUT 4.7 MILES AIR LINE SOUTHWEST OF WAGON MOUND, NEW MEXICO.
 FN0505'
 FN0505'TO REACH FROM THE INTERSECTION OF S.R. 120 AND OLD U.S. 85 IN
 FN0505'DOWNTOWN WAGON MOUND, GO WEST ON S.R. 120 ABOUT 0.3 MILES TO
 FN0505'THE I-25 ON-RAMP.  CONTINUE SOUTH ON I-25 4.9 MILES TO THE STATION
 FN0505'ON THE RIGHT.  THE STATION IS 92 FEET WEST OF THE CENTER OF THE
 FN0505'SOUTH-BOUND LANE OF I-25.  IT IS LOCATED AT THE TOP OF A LARGE
 FN0505'CUT, ABOUT 5 FEET EAST OF THE R/W FENCE.
 FN0505'
 FN0505'THE STATION IS A STANDARD NEW MEXICO HIGHWAY COMMISSION DISC
 FN0505'SET IN A CONCRETE MONUMENT PROJECTING ABOUT SIX INCHES ABOVE THE
 FN0505'GROUND AND STAMPED 3510445011, 1974.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0504 ***********************************************************************
 FN0504  DESIGNATION -  3510445012
 FN0504  PID         -  FN0504
 FN0504  STATE/COUNTY-  NM/MORA
 FN0504  USGS QUAD   -  MOGOTE HILLS (1964)
 FN0504
 FN0504                         *CURRENT SURVEY CONTROL
 FN0504  ___________________________________________________________________
 FN0504* NAD 83(1992)-  35 58 47.81885(N)    104 44 25.98505(W)     ADJUSTED  
 FN0504* NAVD 88     -      1901.00   (+/-2cm)    6236.9    (feet)  VERTCON   
 FN0504  ___________________________________________________________________
 FN0504  LAPLACE CORR-          -4.31  (seconds)                    DEFLEC99
 FN0504  GEOID HEIGHT-         -19.06  (meters)                     GEOID03
 FN0504
 FN0504  HORZ ORDER  -  SECOND
 FN0504  VERT ORDER  -  THIRD ? (See Below)
 FN0504
 FN0504.The horizontal coordinates were established by classical geodetic methods
 FN0504.and adjusted by the National Geodetic Survey in December 1993..
 FN0504
 FN0504.The NAVD 88 height was computed by applying the VERTCON shift value to
 FN0504.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FN0504.The vertical order pertains to the NGVD 29 superseded value.
 FN0504
 FN0504.The Laplace correction was computed from DEFLEC99 derived deflections.
 FN0504
 FN0504.The geoid height was determined by GEOID03.
 FN0504
 FN0504;                    North         East     Units Scale Factor Converg.
 FN0504;SPC NM E     -   552,370.043   128,277.667   MT  0.99992570   -0 14 21.3
 FN0504;SPC NM E     - 1,812,234.05    420,857.65   sFT  0.99992570   -0 14 21.3
 FN0504;UTM  13      - 3,981,755.696   523,389.428   MT  0.99960674   +0 09 08.7
 FN0504
 FN0504!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FN0504!SPC NM E     -   0.99970472  x   0.99992570  =   0.99963044
 FN0504!UTM  13      -   0.99970472  x   0.99960674  =   0.99931157
 FN0504
 FN0504:                Primary Azimuth Mark                     Grid Az
 FN0504:SPC NM E     -  3610435001                               040 47 30.0
 FN0504:UTM  13      -  3610435001                               040 24 00.0
 FN0504
 FN0504|---------------------------------------------------------------------|
 FN0504| PID    Reference Object                     Distance      Geod. Az  |
 FN0504|                                                           dddmmss.s |
 FN0504| GM0712 3610435001                          APPROX. 3.6 KM 0403308.7 |
 FN0504|---------------------------------------------------------------------|
 FN0504
 FN0504                          SUPERSEDED SURVEY CONTROL
 FN0504
 FN0504  NAD 83(1986)-  35 58 47.82602(N)    104 44 25.98488(W) AD(       ) 2
 FN0504  NAD 27      -  35 58 47.69126(N)    104 44 24.01008(W) AD(       ) 2
 FN0504  NGVD 29 (07/19/86) 1900.08   (m)         6233.8    (f) LEVELING    3  
 FN0504
 FN0504.Superseded values are not recommended for survey control.
 FN0504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0504.See file dsdata.txt to determine how the superseded data were derived.
 FN0504
 FN0504_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEV2338981756(NAD 83)
 FN0504_MARKER: DD = SURVEY DISK
 FN0504_SETTING: 0 = UNSPECIFIED SETTING
 FN0504_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FN0504
 FN0504  HISTORY     - Date     Condition        Report By
 FN0504  HISTORY     - 1974     MONUMENTED       NMHC
 FN0504
 FN0504                          STATION DESCRIPTION
 FN0504
 FN0504'DESCRIBED BY NEW MEXICO STATE HIGHWAY COMMISSION 1974 (CWW)
 FN0504'THE STATION IS LOCATED IN MORA COUNTY ALONG INTERSTATE 25 AND IS
 FN0504'ABOUT 2.9 MILES AIR LINE SOUTHWEST OF WAGON MOUND, NEW MEXICO.
 FN0504'
 FN0504'TO REACH FROM THE INTERSECTION OF S.R. 120 AND OLD U.S. 85 IN
 FN0504'DOWNTOWN WAGON MOUND, GO WEST ON S.R. 120 ABOUT 0.3 MILES TO THE
 FN0504'I-25 ON-RAMP.  CONTINUE SOUTH ON I-25 3.05 MILES TO THE STATION ON
 FN0504'THE LEFT.  THE STATION IS 65 FEET WEST OF THE CENTER OF THE
 FN0504'NORTH-BOUND LANE OF I-25.  IT IS LOCATED ON A SMALL BERM IN THE
 FN0504'MEDIAN AT THE SOUTH SIDE OF AN UNDERPASS.
 FN0504'
 FN0504'THE STATION IS A STANDARD NEW MEXICO HIGHWAY COMMISSION DISC SET
 FN0504'IN A CONCRETE MONUMENT PROJECTING ABOUT SIX INCHES ABOVE THE
 FN0504'GROUND AND STAMPED 3510445012, 1974.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0530 ***********************************************************************
 FN0530  DESIGNATION -  3510515001
 FN0530  PID         -  FN0530
 FN0530  STATE/COUNTY-  NM/SAN MIGUEL
 FN0530  USGS QUAD   -  ONAVA (1976)
 FN0530
 FN0530                         *CURRENT SURVEY CONTROL
 FN0530  ___________________________________________________________________
 FN0530* NAD 83(1992)-  35 44 21.20774(N)    105 02 16.36874(W)     ADJUSTED  
 FN0530* NAVD 88     -      2008.7    (meters)    6590.     (feet)  VERTCON   
 FN0530  ___________________________________________________________________
 FN0530  LAPLACE CORR-          -2.78  (seconds)                    DEFLEC99
 FN0530  GEOID HEIGHT-         -18.83  (meters)                     GEOID03
 FN0530
 FN0530  HORZ ORDER  -  SECOND
 FN0530
 FN0530.The horizontal coordinates were established by classical geodetic methods
 FN0530.and adjusted by the National Geodetic Survey in December 1993..
 FN0530
 FN0530.The NAVD 88 height was computed by applying the VERTCON shift value to
 FN0530.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FN0530
 FN0530.The Laplace correction was computed from DEFLEC99 derived deflections.
 FN0530
 FN0530.The geoid height was determined by GEOID03.
 FN0530
 FN0530;                    North         East     Units Scale Factor Converg.
 FN0530;SPC NM E     -   525,814.656   101,272.256   MT  0.99995912   -0 24 41.5
 FN0530;SPC NM E     - 1,725,110.25    332,257.39   sFT  0.99995912   -0 24 41.5
 FN0530;UTM  13      - 3,955,025.915   496,574.743   MT  0.99960014   -0 01 19.7
 FN0530
 FN0530!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FN0530!SPC NM E     -   0.99968778  x   0.99995912  =   0.99964692
 FN0530!UTM  13      -   0.99968778  x   0.99960014  =   0.99928805
 FN0530
 FN0530:                Primary Azimuth Mark                     Grid Az
 FN0530:SPC NM E     -  3510515002                               046 13 34.9
 FN0530:UTM  13      -  3510515002                               045 50 13.1
 FN0530
 FN0530|---------------------------------------------------------------------|
 FN0530| PID    Reference Object                     Distance      Geod. Az  |
 FN0530|                                                           dddmmss.s |
 FN0530| FN0523 3510515002                          APPROX. 2.9 KM 0454853.4 |
 FN0530|---------------------------------------------------------------------|
 FN0530
 FN0530                          SUPERSEDED SURVEY CONTROL
 FN0530
 FN0530  NAD 83(1986)-  35 44 21.21447(N)    105 02 16.36923(W) AD(       ) 2
 FN0530  NAD 27      -  35 44 21.06421(N)    105 02 14.35451(W) AD(       ) 2
 FN0530  NGVD 29 (07/19/86) 2007.7    (m)         6587.     (f) VERT ANG       
 FN0530
 FN0530.Superseded values are not recommended for survey control.
 FN0530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0530.See file dsdata.txt to determine how the superseded data were derived.
 FN0530
 FN0530_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV9657555026(NAD 83)
 FN0530_MARKER: DD = SURVEY DISK
 FN0530_SETTING: 0 = UNSPECIFIED SETTING
 FN0530_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FN0530
 FN0530  HISTORY     - Date     Condition        Report By
 FN0530  HISTORY     - 1974     MONUMENTED       NMHC
 FN0530
 FN0530                          STATION DESCRIPTION
 FN0530
 FN0530'DESCRIBED BY NEW MEXICO STATE HIGHWAY COMMISSION 1974 (CWW)
 FN0530'THE STATION IS LOCATED IN SAN MIGUEL COUNTY ALONG INTERSTATE
 FN0530'25 AND IS ABOUT 5.2 MILES AIR LINE SOUTHWEST OF WATROUS, NEW MEXICO.
 FN0530'
 FN0530'TO REACH FROM THE INTERSECTION OF S.R. 97 AND OLD U.S. 85 IN
 FN0530'WATROUS, GO SOUTH ON U.S. 85 1.7 MILES TO THE SOUTH I-25
 FN0530'ON-RAMP.  CONTINUE SOUTH ON I-25 3.8 MILES TO THE STATION ON
 FN0530'THE RIGHT.  THE STATION IS 96.8 FEET WEST OF THE CENTER OF THE
 FN0530'SOUTH-BOUND LANE OF I-25.  IT IS LOCATED 5 FEET EAST OF THE R/W
 FN0530'FENCE.
 FN0530'
 FN0530'THE STATION IS A STANDARD NEW MEXICO HIGHWAY COMMISSION DISC SET
 FN0530'IN A CONCRETE MONUMENT PROJECTING ABOUT SIX INCHES ABOVE THE
 FN0530'GROUND AND STAMPED 3510515001, 1974.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0523 ***********************************************************************
 FN0523  DESIGNATION -  3510515002
 FN0523  PID         -  FN0523
 FN0523  STATE/COUNTY-  NM/SAN MIGUEL
 FN0523  USGS QUAD   -  LOMA PARDA (1963)
 FN0523
 FN0523                         *CURRENT SURVEY CONTROL
 FN0523  ___________________________________________________________________
 FN0523* NAD 83(1992)-  35 45 27.70574(N)    105 00 52.42156(W)     ADJUSTED  
 FN0523* NAVD 88     -      1995.3    (meters)    6546.     (feet)  VERTCON   
 FN0523  ___________________________________________________________________
 FN0523  LAPLACE CORR-          -2.84  (seconds)                    DEFLEC99
 FN0523  GEOID HEIGHT-         -18.84  (meters)                     GEOID03
 FN0523
 FN0523  HORZ ORDER  -  SECOND
 FN0523
 FN0523.The horizontal coordinates were established by classical geodetic methods
 FN0523.and adjusted by the National Geodetic Survey in December 1993..
 FN0523
 FN0523.The NAVD 88 height was computed by applying the VERTCON shift value to
 FN0523.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FN0523
 FN0523.The Laplace correction was computed from DEFLEC99 derived deflections.
 FN0523
 FN0523.The geoid height was determined by GEOID03.
 FN0523
 FN0523;                    North         East     Units Scale Factor Converg.
 FN0523;SPC NM E     -   527,849.128   103,395.746   MT  0.99995584   -0 23 53.1
 FN0523;SPC NM E     - 1,731,785.01    339,224.21   sFT  0.99995584   -0 23 53.1
 FN0523;UTM  13      - 3,957,074.043   498,683.600   MT  0.99960002   -0 00 30.6
 FN0523
 FN0523!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FN0523!SPC NM E     -   0.99968989  x   0.99995584  =   0.99964574
 FN0523!UTM  13      -   0.99968989  x   0.99960002  =   0.99929003
 FN0523
 FN0523:                Primary Azimuth Mark                     Grid Az
 FN0523:SPC NM E     -  3510445001                               041 53 56.7
 FN0523:UTM  13      -  3510445001                               041 30 34.2
 FN0523
 FN0523|---------------------------------------------------------------------|
 FN0523| PID    Reference Object                     Distance      Geod. Az  |
 FN0523|                                                           dddmmss.s |
 FN0523| FN0518 3510445001                          APPROX. 3.1 KM 0413003.6 |
 FN0523|---------------------------------------------------------------------|
 FN0523
 FN0523                          SUPERSEDED SURVEY CONTROL
 FN0523
 FN0523  NAD 83(1986)-  35 45 27.71253(N)    105 00 52.42205(W) AD(       ) 2
 FN0523  NAD 27      -  35 45 27.56134(N)    105 00 50.41066(W) AD(       ) 2
 FN0523  NGVD 29 (07/19/86) 1994.3    (m)         6543.     (f) VERT ANG       
 FN0523
 FN0523.Superseded values are not recommended for survey control.
 FN0523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0523.See file dsdata.txt to determine how the superseded data were derived.
 FN0523
 FN0523_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV9868457074(NAD 83)
 FN0523_MARKER: DD = SURVEY DISK
 FN0523_SETTING: 0 = UNSPECIFIED SETTING
 FN0523_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FN0523
 FN0523  HISTORY     - Date     Condition        Report By
 FN0523  HISTORY     - 1974     MONUMENTED       NMHC
 FN0523
 FN0523                          STATION DESCRIPTION
 FN0523
 FN0523'DESCRIBED BY NEW MEXICO STATE HIGHWAY COMMISSION 1974 (CWW)
 FN0523'THE STATION IS LOCATED IN SAN MIGUEL COUNTY ALONG INTERSTATE
 FN0523'25 AND IS ABOUT 3.4 MILES AIR LINE SOUTHWEST OF WATROUS, NEW MEXICO.
 FN0523'
 FN0523'TO REACH FROM THE INTERSECTION OF S.R. 97 AND OLD U.S. 85 IN
 FN0523'WATROUS, GO SOUTH ON U.S. 85 1.7 MILES TO THE SOUTH I-25
 FN0523'ON-RAMP.  CONTINUE SOUTH ON I-25 2.0 MILES TO THE STATION ON THE
 FN0523'RIGHT.  THE STATION IS 64.6 FEET WEST OF THE CENTER OF THE
 FN0523'SOUTH-BOUND LANE OF I-25.  IT IS LOCATED 5 FEET EAST OF THE R/W
 FN0523'FENCE.
 FN0523'
 FN0523'THE STATION IS A STANDARD NEW MEXICO HIGHWAY COMMISSION DISC SET
 FN0523'IN A CONCRETE MONUMENT PROJECTING ABOUT SIX INCHES ABOVE THE
 FN0523'GROUND AND STAMPED 3510515002, 1974.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0554 ***********************************************************************
 FN0554  DESIGNATION -  3510515003
 FN0554  PID         -  FN0554
 FN0554  STATE/COUNTY-  NM/SAN MIGUEL
 FN0554  USGS QUAD   -  LAS VEGAS (1963)
 FN0554
 FN0554                         *CURRENT SURVEY CONTROL
 FN0554  ___________________________________________________________________
 FN0554* NAD 83(1992)-  35 31 57.19533(N)    105 13 48.35024(W)     ADJUSTED  
 FN0554* NAVD 88     -      1927.0    (meters)    6322.     (feet)  VERTCON   
 FN0554  ___________________________________________________________________
 FN0554  LAPLACE CORR-          -4.16  (seconds)                    DEFLEC99
 FN0554  GEOID HEIGHT-         -19.06  (meters)                     GEOID03
 FN0554
 FN0554  HORZ ORDER  -  SECOND
 FN0554
 FN0554.The horizontal coordinates were established by classical geodetic methods
 FN0554.and adjusted by the National Geodetic Survey in December 1993..
 FN0554
 FN0554.The NAVD 88 height was computed by applying the VERTCON shift value to
 FN0554.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FN0554
 FN0554.The Laplace correction was computed from DEFLEC99 derived deflections.
 FN0554
 FN0554.The geoid height was determined by GEOID03.
 FN0554
 FN0554;                    North         East     Units Scale Factor Converg.
 FN0554;SPC NM E     -   503,027.238    83,676.300   MT  0.99999056   -0 31 16.3
 FN0554;SPC NM E     - 1,650,348.53    274,527.99   sFT  0.99999056   -0 31 16.3
 FN0554;UTM  13      - 3,932,128.251   479,140.168   MT  0.99960536   -0 08 01.4
 FN0554
 FN0554!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FN0554!SPC NM E     -   0.99970062  x   0.99999056  =   0.99969118
 FN0554!UTM  13      -   0.99970062  x   0.99960536  =   0.99930610
 FN0554
 FN0554:                Primary Azimuth Mark                     Grid Az
 FN0554:SPC NM E     -  3510515004                               011 13 58.5
 FN0554:UTM  13      -  3510515004                               010 50 43.6
 FN0554
 FN0554|---------------------------------------------------------------------|
 FN0554| PID    Reference Object                     Distance      Geod. Az  |
 FN0554|                                                           dddmmss.s |
 FN0554| FN0553 3510515004                          APPROX. 1.1 KM 0104242.2 |
 FN0554|---------------------------------------------------------------------|
 FN0554
 FN0554                          SUPERSEDED SURVEY CONTROL
 FN0554
 FN0554  NAD 83(1986)-  35 31 57.20117(N)    105 13 48.34922(W) AD(       ) 2
 FN0554  NAD 27      -  35 31 57.04226(N)    105 13 46.32234(W) AD(       ) 2
 FN0554  NGVD 29 (07/19/86) 1926.1    (m)         6319.     (f) VERT ANG       
 FN0554
 FN0554.Superseded values are not recommended for survey control.
 FN0554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0554.See file dsdata.txt to determine how the superseded data were derived.
 FN0554
 FN0554_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV7914032128(NAD 83)
 FN0554_MARKER: DD = SURVEY DISK
 FN0554_SETTING: 0 = UNSPECIFIED SETTING
 FN0554_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FN0554
 FN0554  HISTORY     - Date     Condition        Report By
 FN0554  HISTORY     - 1976     MONUMENTED       NMHD
 FN0554
 FN0554                          STATION DESCRIPTION
 FN0554
 FN0554'DESCRIBED BY NM HIGHWAY DEPT 1976 (CW)
 FN0554'THE STATION IS LOCATED IN SAN MIGUEL COUNTY, ALONG I-25 AND IS
 FN0554'3.4 AIRMILES SSW OF LAS VEGAS, NEW MEXICO, AND 40.85 ROADMILES
 FN0554'NORTH OF THE SAN MIGUEL/SANTA FE COUNTY LINE.
 FN0554'
 FN0554'THE STATION IS AT MILEPOST 341.3.
 FN0554'
 FN0554'TO REACH FROM THE GLORIETA INTERCHANGE OVER I-25, IN GLORIETA, GO
 FN0554'NORTH ON I-25 42.20 MILES TO THE STATION ON THE RIGHT.  THE
 FN0554'STATION IS 118 FEET EAST OF THE CENTERLINE OF THE NORTH BOUND
 FN0554'LANE, AND 7 FEET WEST OF THE R/W FENCELINE.
 FN0554'
 FN0554'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 FN0554'DISK SET IN A CONCRETE POST PROJECTING ABOUT SIX INCHES ABOVE
 FN0554'THE GROUND AND STAMPED 3510515003, 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0553 ***********************************************************************
 FN0553  DESIGNATION -  3510515004
 FN0553  PID         -  FN0553
 FN0553  STATE/COUNTY-  NM/SAN MIGUEL
 FN0553  USGS QUAD   -  LAS VEGAS (1963)
 FN0553
 FN0553                         *CURRENT SURVEY CONTROL
 FN0553  ___________________________________________________________________
 FN0553* NAD 83(1992)-  35 32 30.80813(N)    105 13 40.57077(W)     ADJUSTED  
 FN0553* NAVD 88     -      1946.5    (meters)    6386.     (feet)  VERTCON   
 FN0553  ___________________________________________________________________
 FN0553  LAPLACE CORR-          -4.08  (seconds)                    DEFLEC99
 FN0553  GEOID HEIGHT-         -19.03  (meters)                     GEOID03
 FN0553
 FN0553  HORZ ORDER  -  SECOND
 FN0553
 FN0553.The horizontal coordinates were established by classical geodetic methods
 FN0553.and adjusted by the National Geodetic Survey in December 1993..
 FN0553
 FN0553.The NAVD 88 height was computed by applying the VERTCON shift value to
 FN0553.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FN0553
 FN0553.The Laplace correction was computed from DEFLEC99 derived deflections.
 FN0553
 FN0553.The geoid height was determined by GEOID03.
 FN0553
 FN0553;                    North         East     Units Scale Factor Converg.
 FN0553;SPC NM E     -   504,061.336    83,881.675   MT  0.99999015   -0 31 12.2
 FN0553;SPC NM E     - 1,653,741.23    275,201.80   sFT  0.99999015   -0 31 12.2
 FN0553;UTM  13      - 3,933,163.317   479,338.469   MT  0.99960526   -0 07 57.0
 FN0553
 FN0553!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FN0553!SPC NM E     -   0.99969756  x   0.99999015  =   0.99968771
 FN0553!UTM  13      -   0.99969756  x   0.99960526  =   0.99930294
 FN0553
 FN0553:                Primary Azimuth Mark                     Grid Az
 FN0553:SPC NM E     -  3510515005                               012 23 35.8
 FN0553:UTM  13      -  3510515005                               012 00 20.6
 FN0553
 FN0553|---------------------------------------------------------------------|
 FN0553| PID    Reference Object                     Distance      Geod. Az  |
 FN0553|                                                           dddmmss.s |
 FN0553| FN0552 3510515005                          438.839 METERS 0115223.6 |
 FN0553|---------------------------------------------------------------------|
 FN0553
 FN0553                          SUPERSEDED SURVEY CONTROL
 FN0553
 FN0553  NAD 83(1986)-  35 32 30.81398(N)    105 13 40.56974(W) AD(       ) 2
 FN0553  NAD 27      -  35 32 30.65551(N)    105 13 38.54288(W) AD(       ) 2
 FN0553  NGVD 29 (07/19/86) 1945.6    (m)         6383.     (f) VERT ANG       
 FN0553
 FN0553.Superseded values are not recommended for survey control.
 FN0553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0553.See file dsdata.txt to determine how the superseded data were derived.
 FN0553
 FN0553_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV7933833163(NAD 83)
 FN0553_MARKER: DD = SURVEY DISK
 FN0553_SETTING: 0 = UNSPECIFIED SETTING
 FN0553_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FN0553
 FN0553  HISTORY     - Date     Condition        Report By
 FN0553  HISTORY     - 1976     MONUMENTED       NMHD
 FN0553
 FN0553                          STATION DESCRIPTION
 FN0553
 FN0553'DESCRIBED BY NM HIGHWAY DEPT 1976 (CW)
 FN0553'THE STATION IS LOCATED IN SAN MIGUEL COUNTY, ALONG I-25 AND IS
 FN0553'2.8 AIRMILES SW OF LAS VEGAS, NEW MEXICO, AND 41.55 ROADMILES
 FN0553'NORTH OF THE SAN MIGUEL/SANTA FE COUNTY LINE.
 FN0553'
 FN0553'THE STATION IS AT MILEPOST 342.5.
 FN0553'
 FN0553'TO REACH FROM THE GLORIETA INTERCHANGE OVER I-25, IN GLORIETA,
 FN0553'GO NORTH ON I-25 42.90 MILES TO THE STATION ON THE RIGHT.  THE
 FN0553'STATION IS 56 FEET EAST OF THE CENTERLINE OF THE NORTH BOUND
 FN0553'LANE, AND 4 FEET WEST OF THE R/W FENCELINE.
 FN0553'
 FN0553'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 FN0553'DISK SET IN A CONCRETE POST PROJECTING ABOUT SIX INCHES ABOVE THE
 FN0553'GROUND AND STAMPED 5310515004, 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0552 ***********************************************************************
 FN0552  DESIGNATION -  3510515005
 FN0552  PID         -  FN0552
 FN0552  STATE/COUNTY-  NM/SAN MIGUEL
 FN0552  USGS QUAD   -  LAS VEGAS (1963)
 FN0552
 FN0552                         *CURRENT SURVEY CONTROL
 FN0552  ___________________________________________________________________
 FN0552* NAD 83(1992)-  35 32 44.74245(N)    105 13 36.98618(W)     ADJUSTED  
 FN0552* NAVD 88     -      1952.8    (meters)    6407.     (feet)  VERTCON   
 FN0552  ___________________________________________________________________
 FN0552  LAPLACE CORR-          -4.05  (seconds)                    DEFLEC99
 FN0552  GEOID HEIGHT-         -19.02  (meters)                     GEOID03
 FN0552
 FN0552  HORZ ORDER  -  SECOND
 FN0552
 FN0552.The horizontal coordinates were established by classical geodetic methods
 FN0552.and adjusted by the National Geodetic Survey in December 1993..
 FN0552
 FN0552.The NAVD 88 height was computed by applying the VERTCON shift value to
 FN0552.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FN0552
 FN0552.The Laplace correction was computed from DEFLEC99 derived deflections.
 FN0552
 FN0552.The geoid height was determined by GEOID03.
 FN0552
 FN0552;                    North         East     Units Scale Factor Converg.
 FN0552;SPC NM E     -   504,489.945    83,975.858   MT  0.99998996   -0 31 10.3
 FN0552;SPC NM E     - 1,655,147.43    275,510.79   sFT  0.99998996   -0 31 10.3
 FN0552;UTM  13      - 3,933,592.388   479,429.715   MT  0.99960521   -0 07 55.0
 FN0552
 FN0552!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FN0552!SPC NM E     -   0.99969657  x   0.99998996  =   0.99968653
 FN0552!UTM  13      -   0.99969657  x   0.99960521  =   0.99930190
 FN0552
 FN0552:                Primary Azimuth Mark                     Grid Az
 FN0552:SPC NM E     -  3510515006                               011 16 23.8
 FN0552:UTM  13      -  3510515006                               010 53 08.5
 FN0552
 FN0552|---------------------------------------------------------------------|
 FN0552| PID    Reference Object                     Distance      Geod. Az  |
 FN0552|                                                           dddmmss.s |
 FN0552| FN0551 3510515006                          APPROX. 2.3 KM 0104513.5 |
 FN0552| FN0553 3510515004                          438.839 METERS 1915225.6 |
 FN0552|---------------------------------------------------------------------|
 FN0552
 FN0552                          SUPERSEDED SURVEY CONTROL
 FN0552
 FN0552  NAD 83(1986)-  35 32 44.74831(N)    105 13 36.98516(W) AD(       ) 2
 FN0552  NAD 27      -  35 32 44.59004(N)    105 13 34.95833(W) AD(       ) 2
 FN0552  NGVD 29 (07/19/86) 1951.9    (m)         6404.     (f) VERT ANG       
 FN0552
 FN0552.Superseded values are not recommended for survey control.
 FN0552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0552.See file dsdata.txt to determine how the superseded data were derived.
 FN0552
 FN0552_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV7943033592(NAD 83)
 FN0552_MARKER: DD = SURVEY DISK
 FN0552_SETTING: 0 = UNSPECIFIED SETTING
 FN0552_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FN0552
 FN0552  HISTORY     - Date     Condition        Report By
 FN0552  HISTORY     - 1976     MONUMENTED       NMHD
 FN0552
 FN0552                          STATION DESCRIPTION
 FN0552
 FN0552'DESCRIBED BY NM HIGHWAY DEPT 1976 (CW)
 FN0552'THE STATION IS LOCATED IN SAN MIGUEL COUNTY, ALONG I-25 AND IS
 FN0552'2.6 AIRMILES SW OF LAS VEGAS, NEW MEXICO, AND 41.80 ROADMILES
 FN0552'NORTH OF THE SAN MIGUEL/SANTA FE COUNTY LINE.
 FN0552'
 FN0552'THE STATION IS AT MILEPOST 342.8.
 FN0552'
 FN0552'TO REACH FROM THE GLORIETA INTERCHANGE OVER I-25, IN GLORIETA,
 FN0552'GO NORTH ON I-25 43.15 MILES TO THE STATION ON THE RIGHT.  THE
 FN0552'STATION IS 97 FEET EAST OF THE CENTERLINE OF THE NORTH BOUND LANE,
 FN0552'AND 7 FEET EAST OF THE R/W FENCELINE.
 FN0552'
 FN0552'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION DISK
 FN0552'SET IN A CONCRETE POST PROJECTING ABOUT SIX INCHES ABOVE THE GROUND
 FN0552'AND STAMPED 3510515005, 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0551 ***********************************************************************
 FN0551  DESIGNATION -  3510515006
 FN0551  PID         -  FN0551
 FN0551  STATE/COUNTY-  NM/SAN MIGUEL
 FN0551  USGS QUAD   -  LAS VEGAS (1963)
 FN0551
 FN0551                         *CURRENT SURVEY CONTROL
 FN0551  ___________________________________________________________________
 FN0551* NAD 83(1992)-  35 33 58.51427(N)    105 13 19.83825(W)     ADJUSTED  
 FN0551* NAVD 88     -      1956.6    (meters)    6419.     (feet)  VERTCON   
 FN0551  ___________________________________________________________________
 FN0551  LAPLACE CORR-          -3.86  (seconds)                    DEFLEC99
 FN0551  GEOID HEIGHT-         -18.95  (meters)                     GEOID03
 FN0551
 FN0551  HORZ ORDER  -  SECOND
 FN0551
 FN0551.The horizontal coordinates were established by classical geodetic methods
 FN0551.and adjusted by the National Geodetic Survey in December 1993..
 FN0551
 FN0551.The NAVD 88 height was computed by applying the VERTCON shift value to
 FN0551.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FN0551
 FN0551.The Laplace correction was computed from DEFLEC99 derived deflections.
 FN0551
 FN0551.The geoid height was determined by GEOID03.
 FN0551
 FN0551;                    North         East     Units Scale Factor Converg.
 FN0551;SPC NM E     -   506,759.545    84,428.274   MT  0.99998906   -0 31 01.3
 FN0551;SPC NM E     - 1,662,593.61    276,995.10   sFT  0.99998906   -0 31 01.3
 FN0551;UTM  13      - 3,935,864.123   479,866.596   MT  0.99960500   -0 07 45.2
 FN0551
 FN0551!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FN0551!SPC NM E     -   0.99969596  x   0.99998906  =   0.99968502
 FN0551!UTM  13      -   0.99969596  x   0.99960500  =   0.99930108
 FN0551
 FN0551:                Primary Azimuth Mark                     Grid Az
 FN0551:SPC NM E     -  3510515007                               045 05 35.1
 FN0551:UTM  13      -  3510515007                               044 42 19.0
 FN0551
 FN0551|---------------------------------------------------------------------|
 FN0551| PID    Reference Object                     Distance      Geod. Az  |
 FN0551|                                                           dddmmss.s |
 FN0551| FN0549 3510515007                          APPROX. 0.9 KM 0443433.8 |
 FN0551|---------------------------------------------------------------------|
 FN0551
 FN0551                          SUPERSEDED SURVEY CONTROL
 FN0551
 FN0551  NAD 83(1986)-  35 33 58.52011(N)    105 13 19.83728(W) AD(       ) 2
 FN0551  NAD 27      -  35 33 58.36217(N)    105 13 17.81078(W) AD(       ) 2
 FN0551  NGVD 29 (07/19/86) 1955.7    (m)         6416.     (f) VERT ANG       
 FN0551
 FN0551.Superseded values are not recommended for survey control.
 FN0551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0551.See file dsdata.txt to determine how the superseded data were derived.
 FN0551
 FN0551_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV7986735864(NAD 83)
 FN0551_MARKER: DD = SURVEY DISK
 FN0551_SETTING: 0 = UNSPECIFIED SETTING
 FN0551_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FN0551
 FN0551  HISTORY     - Date     Condition        Report By
 FN0551  HISTORY     - 1976     MONUMENTED       NMHD
 FN0551
 FN0551                          STATION DESCRIPTION
 FN0551
 FN0551'DESCRIBED BY NM HIGHWAY DEPT 1976 (CW)
 FN0551'THE STATION IS LOCATED IN SAN MIGUEL COUNTY, ALONG I-25 AND IS
 FN0551'1.4 AIRMILES WSW OF LAS VEGAS, NEW MEXICO, AND 43.30 ROADMILES
 FN0551'NORTH OF THE SAN MIGUEL/SANTA FE COUNTY LINE.
 FN0551'
 FN0551'THE STATION IS AT MILEPOST 343.7.
 FN0551'
 FN0551'TO REACH FROM THE GLORIETA INTERCHANGE OVER I-25, IN GLORIETA,
 FN0551'GO NORTH ON I-25 44.65 MILES TO THE STATION ON THE RIGHT.  THE
 FN0551'STATION IS 84 FEET EAST OF THE CENTERLINE OF THE NORTH BOUND LANE.
 FN0551'
 FN0551'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 FN0551'DISK SET IN A CONCRETE POST PROJECTING ABOUT SIX INCHES ABOVE THE
 FN0551'GROUND AND STAMPED 3510515006, 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0549 ***********************************************************************
 FN0549  DESIGNATION -  3510515007
 FN0549  PID         -  FN0549
 FN0549  STATE/COUNTY-  NM/SAN MIGUEL
 FN0549  USGS QUAD   -  LAS VEGAS (1963)
 FN0549
 FN0549                         *CURRENT SURVEY CONTROL
 FN0549  ___________________________________________________________________
 FN0549* NAD 83(1992)-  35 34 19.00634(N)    105 12 55.12414(W)     ADJUSTED  
 FN0549* NAVD 88     -      1950.6    (meters)    6400.     (feet)  VERTCON   
 FN0549  ___________________________________________________________________
 FN0549  LAPLACE CORR-          -3.62  (seconds)                    DEFLEC99
 FN0549  GEOID HEIGHT-         -18.95  (meters)                     GEOID03
 FN0549
 FN0549  HORZ ORDER  -  SECOND
 FN0549
 FN0549.The horizontal coordinates were established by classical geodetic methods
 FN0549.and adjusted by the National Geodetic Survey in December 1993..
 FN0549
 FN0549.The NAVD 88 height was computed by applying the VERTCON shift value to
 FN0549.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FN0549
 FN0549.The Laplace correction was computed from DEFLEC99 derived deflections.
 FN0549
 FN0549.The geoid height was determined by GEOID03.
 FN0549
 FN0549;                    North         East     Units Scale Factor Converg.
 FN0549;SPC NM E     -   507,385.478    85,056.245   MT  0.99998782   -0 30 47.1
 FN0549;SPC NM E     - 1,664,647.19    279,055.36   sFT  0.99998782   -0 30 47.1
 FN0549;UTM  13      - 3,936,494.050   480,490.077   MT  0.99960469   -0 07 30.9
 FN0549
 FN0549!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FN0549!SPC NM E     -   0.99969690  x   0.99998782  =   0.99968472
 FN0549!UTM  13      -   0.99969690  x   0.99960469  =   0.99930171
 FN0549
 FN0549:                Primary Azimuth Mark                     Grid Az
 FN0549:SPC NM E     -  LAS VEGAS                                073 54 10.0
 FN0549:UTM  13      -  LAS VEGAS                                073 30 53.8
 FN0549
 FN0549|---------------------------------------------------------------------|
 FN0549| PID    Reference Object                     Distance      Geod. Az  |
 FN0549|                                                           dddmmss.s |
 FN0549| FN0545 LAS VEGAS                           APPROX. 1.5 KM 0732322.9 |
 FN0549|---------------------------------------------------------------------|
 FN0549
 FN0549                          SUPERSEDED SURVEY CONTROL
 FN0549
 FN0549  NAD 83(1986)-  35 34 19.01221(N)    105 12 55.12321(W) AD(       ) 2
 FN0549  NAD 27      -  35 34 18.85441(N)    105 12 53.09740(W) AD(       ) 2
 FN0549  NGVD 29 (07/19/86) 1949.7    (m)         6397.     (f) VERT ANG       
 FN0549
 FN0549.Superseded values are not recommended for survey control.
 FN0549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0549.See file dsdata.txt to determine how the superseded data were derived.
 FN0549
 FN0549_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV8049036494(NAD 83)
 FN0549_MARKER: DD = SURVEY DISK
 FN0549_SETTING: 0 = UNSPECIFIED SETTING
 FN0549_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FN0549
 FN0549  HISTORY     - Date     Condition        Report By
 FN0549  HISTORY     - 1976     MONUMENTED       NMHD
 FN0549
 FN0549                          STATION DESCRIPTION
 FN0549
 FN0549'DESCRIBED BY NM HIGHWAY DEPT 1976 (CW)
 FN0549'THE STATION IS LOCATED IN SAN MIGUEL COUNTY, ALONG I-25 AND
 FN0549'IS 0.9 AIRMILES WSW OF LAS VEGAS, NEW MEXICO, AND 43.9 ROADMILES
 FN0549'NORTH OF THE SAN MIGUEL/SANTA FE COUNTY LINE.
 FN0549'
 FN0549'THE STATION IS AT MILEPOST 344.3.
 FN0549'
 FN0549'TO REACH FROM THE GLORIETA INTERCHANGE OVER I-25, IN GLORIETA,
 FN0549'GO NORTH ON I-25 45.25 MILES TO THE STATION ON THE RIGHT.  THE
 FN0549'STATION IS 37 FEET EAST OF THE CENTERLINE OF THE NORTH BOUND LANE,
 FN0549'AND 3 FEET EAST OF GUARD RAIL.
 FN0549'
 FN0549'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 FN0549'DISK SET IN A CONCRETE POST PROJECTING ABOUT SIX INCHES ABOVE THE
 FN0549'GROUND AND STAMPED 3510515006, 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0546 ***********************************************************************
 FN0546  DESIGNATION -  3510515008
 FN0546  PID         -  FN0546
 FN0546  STATE/COUNTY-  NM/SAN MIGUEL
 FN0546  USGS QUAD   -  LAS VEGAS (1963)
 FN0546
 FN0546                         *CURRENT SURVEY CONTROL
 FN0546  ___________________________________________________________________
 FN0546* NAD 83(1992)-  35 35 03.99578(N)    105 12 10.15532(W)     ADJUSTED  
 FN0546* NAVD 88     -      1999.3    (meters)    6559.     (feet)  VERTCON   
 FN0546  ___________________________________________________________________
 FN0546  LAPLACE CORR-          -3.17  (seconds)                    DEFLEC99
 FN0546  GEOID HEIGHT-         -18.93  (meters)                     GEOID03
 FN0546
 FN0546  HORZ ORDER  -  SECOND
 FN0546
 FN0546.The horizontal coordinates were established by classical geodetic methods
 FN0546.and adjusted by the National Geodetic Survey in December 1993..
 FN0546
 FN0546.The NAVD 88 height was computed by applying the VERTCON shift value to
 FN0546.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FN0546
 FN0546.The Laplace correction was computed from DEFLEC99 derived deflections.
 FN0546
 FN0546.The geoid height was determined by GEOID03.
 FN0546
 FN0546;                    North         East     Units Scale Factor Converg.
 FN0546;SPC NM E     -   508,761.900    86,200.748   MT  0.99998558   -0 30 21.5
 FN0546;SPC NM E     - 1,669,163.00    282,810.29   sFT  0.99998558   -0 30 21.5
 FN0546;UTM  13      - 3,937,877.661   481,624.801   MT  0.99960416   -0 07 04.9
 FN0546
 FN0546!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FN0546!SPC NM E     -   0.99968926  x   0.99998558  =   0.99967484
 FN0546!UTM  13      -   0.99968926  x   0.99960416  =   0.99929354
 FN0546
 FN0546:                Primary Azimuth Mark                     Grid Az
 FN0546:SPC NM E     -  RADIO                                    345 10 39.6
 FN0546:UTM  13      -  RADIO                                    344 47 23.0
 FN0546
 FN0546|---------------------------------------------------------------------|
 FN0546| PID    Reference Object                     Distance      Geod. Az  |
 FN0546|                                                           dddmmss.s |
 FN0546| FN0548 RADIO                               APPROX. 1.4 KM 3444018.1 |
 FN0546|---------------------------------------------------------------------|
 FN0546
 FN0546                          SUPERSEDED SURVEY CONTROL
 FN0546
 FN0546  NAD 83(1986)-  35 35 04.00168(N)    105 12 10.15459(W) AD(       ) 2
 FN0546  NAD 27      -  35 35 03.84444(N)    105 12 08.13011(W) AD(       ) 2
 FN0546  NGVD 29 (07/19/86) 1998.4    (m)         6556.     (f) VERT ANG       
 FN0546
 FN0546.Superseded values are not recommended for survey control.
 FN0546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0546.See file dsdata.txt to determine how the superseded data were derived.
 FN0546
 FN0546_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV8162537878(NAD 83)
 FN0546_MARKER: DD = SURVEY DISK
 FN0546_SETTING: 0 = UNSPECIFIED SETTING
 FN0546_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FN0546
 FN0546  HISTORY     - Date     Condition        Report By
 FN0546  HISTORY     - 1976     MONUMENTED       NMHD
 FN0546
 FN0546                          STATION DESCRIPTION
 FN0546
 FN0546'DESCRIBED BY NM HIGHWAY DEPT 1976 (CW)
 FN0546'THE STATION IS LOCATED IN SAN MIGUEL COUNTY.  ALONG I-25 AND IS
 FN0546'0.6 AIRMILES NNW OF LAS VEGAS, NEW MEXICO.
 FN0546'
 FN0546'TO REACH FROM THE INTERSECTION OF SR 104 AND 65 AND GRAND AVENUE,
 FN0546'GO EAST ON SR 104 FOR 0.35 MILES TO A DUMP ROAD JUST PAST THE
 FN0546'ARROYO PECOS BRIDGE.  TURN RIGHT, PASS THROUGH THE GATE AND GO
 FN0546'0.35 MILES TO THE TOP OF THE HILL AND A FORK.  TAKE THE RIGHT
 FN0546'FORK AND FOLLOW THE FENCE LINE FOR 0.1 MILES TO A GATE.  GO 0.45
 FN0546'MILES TO A GATE, GO THROUGH GATE AND PROCEED 0.1 MILES TOWARD
 FN0546'THE ANTENAE.
 FN0546'
 FN0546'THE POINT IS LOCATED AT THE MIDDLE OF THE THREE ANTENAE.
 FN0546'
 FN0546'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 FN0546'DISK SET IN A CONCRETE POST PROJECTING ABOUT SIX INCHES ABOVE THE
 FN0546'GROUND AND STAMPED 3510515008, 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0547 ***********************************************************************
 FN0547  DESIGNATION -  3510515009
 FN0547  PID         -  FN0547
 FN0547  STATE/COUNTY-  NM/SAN MIGUEL
 FN0547  USGS QUAD   -  LAS VEGAS (1963)
 FN0547
 FN0547                         *CURRENT SURVEY CONTROL
 FN0547  ___________________________________________________________________
 FN0547* NAD 83(1992)-  35 37 10.20039(N)    105 12 14.47484(W)     ADJUSTED  
 FN0547* NAVD 88     -      1972.9    (meters)    6473.     (feet)  VERTCON   
 FN0547  ___________________________________________________________________
 FN0547  LAPLACE CORR-          -3.44  (seconds)                    DEFLEC99
 FN0547  GEOID HEIGHT-         -18.81  (meters)                     GEOID03
 FN0547
 FN0547  HORZ ORDER  -  SECOND
 FN0547
 FN0547.The horizontal coordinates were established by classical geodetic methods
 FN0547.and adjusted by the National Geodetic Survey in December 1993..
 FN0547
 FN0547.The NAVD 88 height was computed by applying the VERTCON shift value to
 FN0547.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FN0547
 FN0547.The Laplace correction was computed from DEFLEC99 derived deflections.
 FN0547
 FN0547.The geoid height was determined by GEOID03.
 FN0547
 FN0547;                    North         East     Units Scale Factor Converg.
 FN0547;SPC NM E     -   512,652.267    86,126.416   MT  0.99998573   -0 30 25.6
 FN0547;SPC NM E     - 1,681,926.65    282,566.42   sFT  0.99998573   -0 30 25.6
 FN0547;UTM  13      - 3,941,765.951   481,524.155   MT  0.99960421   -0 07 07.8
 FN0547
 FN0547!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FN0547!SPC NM E     -   0.99969339  x   0.99998573  =   0.99967913
 FN0547!UTM  13      -   0.99969339  x   0.99960421  =   0.99929773
 FN0547
 FN0547:                Primary Azimuth Mark                     Grid Az
 FN0547:SPC NM E     -  3510515010                               013 17 34.8
 FN0547:UTM  13      -  3510515010                               012 54 17.0
 FN0547
 FN0547|---------------------------------------------------------------------|
 FN0547| PID    Reference Object                     Distance      Geod. Az  |
 FN0547|                                                           dddmmss.s |
 FN0547| FN0566 3510515010                          APPROX. 1.4 KM 0124709.2 |
 FN0547|---------------------------------------------------------------------|
 FN0547
 FN0547                          SUPERSEDED SURVEY CONTROL
 FN0547
 FN0547  NAD 83(1986)-  35 37 10.20581(N)    105 12 14.47498(W) AD(       ) 2
 FN0547  NAD 27      -  35 37 10.04994(N)    105 12 12.44935(W) AD(       ) 2
 FN0547  NGVD 29 (07/19/86) 1971.9    (m)         6469.     (f) VERT ANG       
 FN0547
 FN0547.Superseded values are not recommended for survey control.
 FN0547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0547.See file dsdata.txt to determine how the superseded data were derived.
 FN0547
 FN0547_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV8152441766(NAD 83)
 FN0547_MARKER: DD = SURVEY DISK
 FN0547_SETTING: 0 = UNSPECIFIED SETTING
 FN0547_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FN0547
 FN0547  HISTORY     - Date     Condition        Report By
 FN0547  HISTORY     - 1976     MONUMENTED       NMHD
 FN0547
 FN0547                          STATION DESCRIPTION
 FN0547
 FN0547'DESCRIBED BY NM HIGHWAY DEPT 1976 (CW)
 FN0547'THE STATION IS LOCATED IN SAN MIGUEL COUNTY, ALONG I-25 AND IS
 FN0547'3.0 AIRMILES NORTH OF LAS VEGAS, NEW MEXICO.
 FN0547'
 FN0547'TO REACH FROM THE INTERSECTION OF GRAND AVENUE AND MILLS IN
 FN0547'LAS VEGAS, GO NORTH ON GRAND FOR 0.7 MILES TO THE OLD MUNICIPAL
 FN0547'AIRPORT ROAD, TURN RIGHT AND GO 0.3 MILES TO A SMALL DIRT ROAD
 FN0547'ON THE RIGHT, TURN RIGHT AND GO 0.1 MILES ACROSS THE RAILROAD
 FN0547'TRACKS TO A FENCE.  TURN RIGHT AND FOLLOW FENCELINE FOR 0.05
 FN0547'MILES TO THE STATION LOCATED 3.5 FEET WEST OF THE FENCE.
 FN0547'
 FN0547'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION DISK
 FN0547'SET IN A CONCRETE POST PROJECTING ABOUT SIX INCHES ABOVE THE
 FN0547'GROUND AND STAMPED 3510515009, 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0566 ***********************************************************************
 FN0566  DESIGNATION -  3510515010
 FN0566  PID         -  FN0566
 FN0566  STATE/COUNTY-  NM/SAN MIGUEL
 FN0566  USGS QUAD   -  LAS VEGAS NW (1963)
 FN0566
 FN0566                         *CURRENT SURVEY CONTROL
 FN0566  ___________________________________________________________________
 FN0566* NAD 83(1992)-  35 37 55.87162(N)    105 12 01.77942(W)     ADJUSTED  
 FN0566* NAVD 88     -      1982.6    (meters)    6505.     (feet)  VERTCON   
 FN0566  ___________________________________________________________________
 FN0566  LAPLACE CORR-          -3.42  (seconds)                    DEFLEC99
 FN0566  GEOID HEIGHT-         -18.78  (meters)                     GEOID03
 FN0566
 FN0566  HORZ ORDER  -  SECOND
 FN0566
 FN0566.The horizontal coordinates were established by classical geodetic methods
 FN0566.and adjusted by the National Geodetic Survey in December 1993..
 FN0566
 FN0566.The NAVD 88 height was computed by applying the VERTCON shift value to
 FN0566.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FN0566
 FN0566.The Laplace correction was computed from DEFLEC99 derived deflections.
 FN0566
 FN0566.The geoid height was determined by GEOID03.
 FN0566
 FN0566;                    North         East     Units Scale Factor Converg.
 FN0566;SPC NM E     -   514,056.958    86,458.291   MT  0.99998508   -0 30 18.8
 FN0566;SPC NM E     - 1,686,535.20    283,655.24   sFT  0.99998508   -0 30 18.8
 FN0566;UTM  13      - 3,943,172.322   481,846.379   MT  0.99960406   -0 07 00.5
 FN0566
 FN0566!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FN0566!SPC NM E     -   0.99969187  x   0.99998508  =   0.99967695
 FN0566!UTM  13      -   0.99969187  x   0.99960406  =   0.99929605
 FN0566
 FN0566                          SUPERSEDED SURVEY CONTROL
 FN0566
 FN0566  NAD 83(1986)-  35 37 55.87700(N)    105 12 01.77986(W) AD(       ) 2
 FN0566  NAD 27      -  35 37 55.72186(N)    105 11 59.75415(W) AD(       ) 2
 FN0566  NGVD 29 (07/19/86) 1981.6    (m)         6501.     (f) VERT ANG       
 FN0566
 FN0566.Superseded values are not recommended for survey control.
 FN0566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0566.See file dsdata.txt to determine how the superseded data were derived.
 FN0566
 FN0566_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV8184643172(NAD 83)
 FN0566_MARKER: DD = SURVEY DISK
 FN0566_SETTING: 0 = UNSPECIFIED SETTING
 FN0566_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FN0566
 FN0566  HISTORY     - Date     Condition        Report By
 FN0566  HISTORY     - 1976     MONUMENTED       NMHD
 FN0566
 FN0566                          STATION DESCRIPTION
 FN0566
 FN0566'DESCRIBED BY NM HIGHWAY DEPT 1976 (CW)
 FN0566'THE STATION IS LOCATED IN SAN MIGUEL COUNTY, ALONG I-25 AND IS
 FN0566'3.9 AIRMILES NORTH OF LAS VEGAS, NEW MEXICO, AND 48.80 ROADMILES
 FN0566'NORTH OF THE SAN MIGUEL/SANTA FE COUNTY LINE.
 FN0566'
 FN0566'THE STATION IS AT MILEPOST 348.6.
 FN0566'
 FN0566'TO REACH FROM THE GLORIETA INTERCHANGE OVER I-25, IN GLORIETA,
 FN0566'GO NORTH ON I-25 51.15 MILES TO THE STATION ON THE RIGHT.  THE
 FN0566'STATION IS 195 FEET EAST OF THE CENTERLINE OF THE NORTH BOUND
 FN0566'LANE, AND 5 FEET WEST OF THE R/W FENCELINE.
 FN0566'
 FN0566'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 FN0566'DISK SET IN A CONCRETE POST PROJECTING ABOUT SIX INCHES ABOVE THE
 FN0566'GROUND AND STAMPED 3510515010, 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0565 ***********************************************************************
 FN0565  DESIGNATION -  3510515011
 FN0565  PID         -  FN0565
 FN0565  STATE/COUNTY-  NM/SAN MIGUEL
 FN0565  USGS QUAD   -  LAS VEGAS NW (1963)
 FN0565
 FN0565                         *CURRENT SURVEY CONTROL
 FN0565  ___________________________________________________________________
 FN0565* NAD 83(1992)-  35 39 07.24728(N)    105 11 27.45691(W)     ADJUSTED  
 FN0565* NAVD 88     -      2018.0    (meters)    6621.     (feet)  VERTCON   
 FN0565  ___________________________________________________________________
 FN0565  LAPLACE CORR-          -3.09  (seconds)                    DEFLEC99
 FN0565  GEOID HEIGHT-         -18.75  (meters)                     GEOID03
 FN0565
 FN0565  HORZ ORDER  -  SECOND
 FN0565
 FN0565.The horizontal coordinates were established by classical geodetic methods
 FN0565.and adjusted by the National Geodetic Survey in December 1993..
 FN0565
 FN0565.The NAVD 88 height was computed by applying the VERTCON shift value to
 FN0565.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FN0565
 FN0565.The Laplace correction was computed from DEFLEC99 derived deflections.
 FN0565
 FN0565.The geoid height was determined by GEOID03.
 FN0565
 FN0565;                    North         East     Units Scale Factor Converg.
 FN0565;SPC NM E     -   516,249.070    87,341.029   MT  0.99998338   -0 29 59.6
 FN0565;SPC NM E     - 1,693,727.16    286,551.36   sFT  0.99998338   -0 29 59.6
 FN0565;UTM  13      - 3,945,369.534   482,713.903   MT  0.99960368   -0 06 40.7
 FN0565
 FN0565!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FN0565!SPC NM E     -   0.99968631  x   0.99998338  =   0.99966969
 FN0565!UTM  13      -   0.99968631  x   0.99960368  =   0.99929011
 FN0565
 FN0565:                Primary Azimuth Mark                     Grid Az
 FN0565:SPC NM E     -  3510515012                               021 54 28.9
 FN0565:UTM  13      -  3510515012                               021 31 10.0
 FN0565
 FN0565|---------------------------------------------------------------------|
 FN0565| PID    Reference Object                     Distance      Geod. Az  |
 FN0565|                                                           dddmmss.s |
 FN0565| FN0564 3510515012                          APPROX. 1.4 KM 0212429.3 |
 FN0565|---------------------------------------------------------------------|
 FN0565
 FN0565                          SUPERSEDED SURVEY CONTROL
 FN0565
 FN0565  NAD 83(1986)-  35 39 07.25260(N)    105 11 27.45782(W) AD(       ) 2
 FN0565  NAD 27      -  35 39 07.09828(N)    105 11 25.43244(W) AD(       ) 2
 FN0565  NGVD 29 (07/19/86) 2017.0    (m)         6617.     (f) VERT ANG       
 FN0565
 FN0565.Superseded values are not recommended for survey control.
 FN0565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0565.See file dsdata.txt to determine how the superseded data were derived.
 FN0565
 FN0565_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV8271445370(NAD 83)
 FN0565_MARKER: DD = SURVEY DISK
 FN0565_SETTING: 0 = UNSPECIFIED SETTING
 FN0565_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FN0565
 FN0565  HISTORY     - Date     Condition        Report By
 FN0565  HISTORY     - 1976     MONUMENTED       NMHD
 FN0565
 FN0565                          STATION DESCRIPTION
 FN0565
 FN0565'DESCRIBED BY NM HIGHWAY DEPT 1976 (CW)
 FN0565'THE STATION IS LOCATED IN SAN MIGUEL COUNTY, ALONG I-25 AND IS
 FN0565'5.3 AIRMILES NORTH OF LAS VEGAS, NEW MEXICO, AND 50.3 ROADMILES
 FN0565'NORTH OF THE SAN MIGUEL/SANTA FE COUNTY LINE.
 FN0565'
 FN0565'THE STATION IS AT MILEPOST 350.4.
 FN0565'
 FN0565'TO REACH FROM THE GLORIETA INTERCHANGE OVER I-25, IN GLORIETA,
 FN0565'GO NORTH ON I-25 52.65 MILES TO THE STATION ON THE RIGHT.  THE
 FN0565'STATION IS 60 FEET EAST OF THE CENTERLINE OF THE NORTH BOUND
 FN0565'LANE, AND 18 FEET EAST OF THE R/W FENCELINE.
 FN0565'
 FN0565'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 FN0565'DISK SET IN A CONCRETE POST PROJECTING ABOUT SIX INCHES ABOVE
 FN0565'THE GROUND AND STAMPED 3510515011, 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0564 ***********************************************************************
 FN0564  DESIGNATION -  3510515012
 FN0564  PID         -  FN0564
 FN0564  STATE/COUNTY-  NM/SAN MIGUEL
 FN0564  USGS QUAD   -  LAS VEGAS NW (1963)
 FN0564
 FN0564                         *CURRENT SURVEY CONTROL
 FN0564  ___________________________________________________________________
 FN0564* NAD 83(1992)-  35 39 48.29253(N)    105 11 07.73759(W)     ADJUSTED  
 FN0564* NAVD 88     -      2033.1    (meters)    6670.     (feet)  VERTCON   
 FN0564  ___________________________________________________________________
 FN0564  LAPLACE CORR-          -3.07  (seconds)                    DEFLEC99
 FN0564  GEOID HEIGHT-         -18.73  (meters)                     GEOID03
 FN0564
 FN0564  HORZ ORDER  -  SECOND
 FN0564
 FN0564.The horizontal coordinates were established by classical geodetic methods
 FN0564.and adjusted by the National Geodetic Survey in December 1993..
 FN0564
 FN0564.The NAVD 88 height was computed by applying the VERTCON shift value to
 FN0564.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FN0564
 FN0564.The Laplace correction was computed from DEFLEC99 derived deflections.
 FN0564
 FN0564.The geoid height was determined by GEOID03.
 FN0564
 FN0564;                    North         East     Units Scale Factor Converg.
 FN0564;SPC NM E     -   517,509.709    87,848.010   MT  0.99998242   -0 29 48.6
 FN0564;SPC NM E     - 1,697,863.10    288,214.68   sFT  0.99998242   -0 29 48.6
 FN0564;UTM  13      - 3,946,633.103   483,212.132   MT  0.99960347   -0 06 29.3
 FN0564
 FN0564!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FN0564!SPC NM E     -   0.99968394  x   0.99998242  =   0.99966636
 FN0564!UTM  13      -   0.99968394  x   0.99960347  =   0.99928753
 FN0564
 FN0564:                Primary Azimuth Mark                     Grid Az
 FN0564:SPC NM E     -  3510515013                               032 17 04.0
 FN0564:UTM  13      -  3510515013                               031 53 44.7
 FN0564
 FN0564|---------------------------------------------------------------------|
 FN0564| PID    Reference Object                     Distance      Geod. Az  |
 FN0564|                                                           dddmmss.s |
 FN0564| FN0563 3510515013                          APPROX. 1.0 KM 0314715.4 |
 FN0564|---------------------------------------------------------------------|
 FN0564
 FN0564                          SUPERSEDED SURVEY CONTROL
 FN0564
 FN0564  NAD 83(1986)-  35 39 48.29786(N)    105 11 07.73878(W) AD(       ) 2
 FN0564  NAD 27      -  35 39 48.14414(N)    105 11 05.71346(W) AD(       ) 2
 FN0564  NGVD 29 (07/19/86) 2032.1    (m)         6667.     (f) VERT ANG       
 FN0564
 FN0564.Superseded values are not recommended for survey control.
 FN0564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0564.See file dsdata.txt to determine how the superseded data were derived.
 FN0564
 FN0564_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV8321246633(NAD 83)
 FN0564_MARKER: DD = SURVEY DISK
 FN0564_SETTING: 0 = UNSPECIFIED SETTING
 FN0564_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FN0564
 FN0564  HISTORY     - Date     Condition        Report By
 FN0564  HISTORY     - 1976     MONUMENTED       NMHD
 FN0564
 FN0564                          STATION DESCRIPTION
 FN0564
 FN0564'DESCRIBED BY NM HIGHWAY DEPT 1976 (CW)
 FN0564'THE STATION IS LOCATED IN SAN MIGUEL COUNTY, ALONG I-25 AND
 FN0564'IS 6.1 AIRMILES NORTH OF LAS VEGAS, NEW MEXICO, AND 51.2 ROADMILES
 FN0564'NORTH OF THE SAN MIGUEL/SANTA FE COUNTY LINE.
 FN0564'
 FN0564'THE STATION IS AT MILEPOST 351.0.
 FN0564'
 FN0564'TO REACH FROM THE GLORIETA INTERCHANGE OVER I-25, IN GLORIETA,
 FN0564'GO NORTH ON I-25 53.5 MILES TO THE STATION ON THE RIGHT.  THE
 FN0564'STATION IS 38 FEET EAST OF THE CENTERLINE OF THE NORTH BOUND
 FN0564'LANE, AND 4 FEET WEST OF THE R/W FENCELINE UNDER THE AIRPORT EXIT
 FN0564'1 MILE SIGN.
 FN0564'
 FN0564'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 FN0564'DISK SET IN A CONCRETE POST PROJECTING ABOUT SIX INCHES ABOVE
 FN0564'THE GROUND AND STAMPED 3510515012, 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0563 ***********************************************************************
 FN0563  DESIGNATION -  3510515013
 FN0563  PID         -  FN0563
 FN0563  STATE/COUNTY-  NM/SAN MIGUEL
 FN0563  USGS QUAD   -  LAS VEGAS NW (1963)
 FN0563
 FN0563                         *CURRENT SURVEY CONTROL
 FN0563  ___________________________________________________________________
 FN0563* NAD 83(1992)-  35 40 16.20323(N)    105 10 46.53964(W)     ADJUSTED  
 FN0563* NAVD 88     -      2044.74   (+/-2cm)    6708.5    (feet)  VERTCON   
 FN0563  ___________________________________________________________________
 FN0563  LAPLACE CORR-          -3.08  (seconds)                    DEFLEC99
 FN0563  GEOID HEIGHT-         -18.72  (meters)                     GEOID03
 FN0563
 FN0563  HORZ ORDER  -  SECOND
 FN0563  VERT ORDER  -  THIRD ? (See Below)
 FN0563
 FN0563.The horizontal coordinates were established by classical geodetic methods
 FN0563.and adjusted by the National Geodetic Survey in December 1993..
 FN0563
 FN0563.The NAVD 88 height was computed by applying the VERTCON shift value to
 FN0563.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FN0563.The vertical order pertains to the NGVD 29 superseded value.
 FN0563
 FN0563.The Laplace correction was computed from DEFLEC99 derived deflections.
 FN0563
 FN0563.The geoid height was determined by GEOID03.
 FN0563
 FN0563;                    North         East     Units Scale Factor Converg.
 FN0563;SPC NM E     -   518,365.268    88,388.549   MT  0.99998139   -0 29 36.6
 FN0563;SPC NM E     - 1,700,670.05    289,988.10   sFT  0.99998139   -0 29 36.6
 FN0563;UTM  13      - 3,947,491.984   483,746.650   MT  0.99960326   -0 06 17.0
 FN0563
 FN0563!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FN0563!SPC NM E     -   0.99968211  x   0.99998139  =   0.99966350
 FN0563!UTM  13      -   0.99968211  x   0.99960326  =   0.99928549
 FN0563
 FN0563:                Primary Azimuth Mark                     Grid Az
 FN0563:SPC NM E     -  3510515014                               045 31 28.3
 FN0563:UTM  13      -  3510515014                               045 08 08.7
 FN0563
 FN0563|---------------------------------------------------------------------|
 FN0563| PID    Reference Object                     Distance      Geod. Az  |
 FN0563|                                                           dddmmss.s |
 FN0563| FN0562 3510515014                          APPROX. 1.1 KM 0450151.7 |
 FN0563|---------------------------------------------------------------------|
 FN0563
 FN0563                          SUPERSEDED SURVEY CONTROL
 FN0563
 FN0563  NAD 83(1986)-  35 40 16.20868(N)    105 10 46.54092(W) AD(       ) 2
 FN0563  NAD 27      -  35 40 16.05520(N)    105 10 44.51584(W) AD(       ) 2
 FN0563  NGVD 29 (07/19/86) 2043.75   (m)         6705.2    (f) LEVELING    3  
 FN0563
 FN0563.Superseded values are not recommended for survey control.
 FN0563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0563.See file dsdata.txt to determine how the superseded data were derived.
 FN0563
 FN0563_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV8374747492(NAD 83)
 FN0563_MARKER: DD = SURVEY DISK
 FN0563_SETTING: 0 = UNSPECIFIED SETTING
 FN0563_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FN0563
 FN0563  HISTORY     - Date     Condition        Report By
 FN0563  HISTORY     - 1976     MONUMENTED       NMHD
 FN0563
 FN0563                          STATION DESCRIPTION
 FN0563
 FN0563'DESCRIBED BY NM HIGHWAY DEPT 1976 (CW)
 FN0563'THE STATION IS LOCATED IN SAN MIGUEL COUNTY, ALONG I-25 AND
 FN0563'IS 6.7 AIRMILES NORTH OF LAS VEGAS, NEW MEXICO, AND 51.85
 FN0563'ROADMILES NORTH OF THE SAN MIGUEL/SANTA FE COUNTY LINE.
 FN0563'
 FN0563'THE STATION IS AT MILEPOST 351.5.
 FN0563'
 FN0563'TO REACH FROM THE GLORIETA INTERCHANGE OVER I-25, IN GLORIETA,
 FN0563'GO NORTH ON I-25 54.2 MILES TO THE STATION ON THE RIGHT.  THE
 FN0563'STATION IS 37 FEET EAST OF THE CENTERLINE OF THE NORTH BOUND
 FN0563'LANE, AND 5 FEET WEST OF THE R/W FENCELINE.
 FN0563'
 FN0563'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 FN0563'DISK SET IN A CONCRETE POST PROJECTING ABOUT SIX INCHES ABOVE THE
 FN0563'GROUND AND STAMPED 3510515013, 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0562 ***********************************************************************
 FN0562  DESIGNATION -  3510515014
 FN0562  PID         -  FN0562
 FN0562  STATE/COUNTY-  NM/SAN MIGUEL
 FN0562  USGS QUAD   -  LAS VEGAS NW (1963)
 FN0562
 FN0562                         *CURRENT SURVEY CONTROL
 FN0562  ___________________________________________________________________
 FN0562* NAD 83(1992)-  35 40 41.79564(N)    105 10 15.13784(W)     ADJUSTED  
 FN0562* NAVD 88     -      2036.3    (meters)    6681.     (feet)  VERTCON   
 FN0562  ___________________________________________________________________
 FN0562  LAPLACE CORR-          -3.11  (seconds)                    DEFLEC99
 FN0562  GEOID HEIGHT-         -18.72  (meters)                     GEOID03
 FN0562
 FN0562  HORZ ORDER  -  SECOND
 FN0562
 FN0562.The horizontal coordinates were established by classical geodetic methods
 FN0562.and adjusted by the National Geodetic Survey in December 1993..
 FN0562
 FN0562.The NAVD 88 height was computed by applying the VERTCON shift value to
 FN0562.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FN0562
 FN0562.The Laplace correction was computed from DEFLEC99 derived deflections.
 FN0562
 FN0562.The geoid height was determined by GEOID03.
 FN0562
 FN0562;                    North         East     Units Scale Factor Converg.
 FN0562;SPC NM E     -   519,147.222    89,184.953   MT  0.99997990   -0 29 18.6
 FN0562;SPC NM E     - 1,703,235.51    292,600.97   sFT  0.99997990   -0 29 18.6
 FN0562;UTM  13      - 3,948,279.027   484,537.432   MT  0.99960295   -0 05 58.8
 FN0562
 FN0562!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FN0562!SPC NM E     -   0.99968343  x   0.99997990  =   0.99966334
 FN0562!UTM  13      -   0.99968343  x   0.99960295  =   0.99928651
 FN0562
 FN0562:                Primary Azimuth Mark                     Grid Az
 FN0562:SPC NM E     -  3510515015                               070 47 01.8
 FN0562:UTM  13      -  3510515015                               070 23 42.0
 FN0562
 FN0562|---------------------------------------------------------------------|
 FN0562| PID    Reference Object                     Distance      Geod. Az  |
 FN0562|                                                           dddmmss.s |
 FN0562| FN0561 3510515015                          APPROX. 2.5 KM 0701743.2 |
 FN0562|---------------------------------------------------------------------|
 FN0562
 FN0562                          SUPERSEDED SURVEY CONTROL
 FN0562
 FN0562  NAD 83(1986)-  35 40 41.80124(N)    105 10 15.13915(W) AD(       ) 2
 FN0562  NAD 27      -  35 40 41.64778(N)    105 10 13.11462(W) AD(       ) 2
 FN0562  NGVD 29 (07/19/86) 2035.3    (m)         6677.     (f) VERT ANG       
 FN0562
 FN0562.Superseded values are not recommended for survey control.
 FN0562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0562.See file dsdata.txt to determine how the superseded data were derived.
 FN0562
 FN0562_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV8453748279(NAD 83)
 FN0562_MARKER: DD = SURVEY DISK
 FN0562_SETTING: 0 = UNSPECIFIED SETTING
 FN0562_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FN0562
 FN0562  HISTORY     - Date     Condition        Report By
 FN0562  HISTORY     - 1976     MONUMENTED       NMHD
 FN0562
 FN0562                          STATION DESCRIPTION
 FN0562
 FN0562'DESCRIBED BY NM HIGHWAY DEPT 1976 (CW)
 FN0562'THE STATION IS LOCATED IN SAN MIGUEL COUNTY.  ALONG I-25 AND
 FN0562'IS 7.2 AIRMILES NORTH OF LAS VEGAS, NEW MEXICO, AND 52.55
 FN0562'ROADMILES NORTH OF THE SAN MIGUEL/SANTA FE COUNTY LINE.
 FN0562'
 FN0562'THE STATION IS AT MILEPOST 352.2.
 FN0562'
 FN0562'TO REACH FROM THE GLORIETA INTERCHANGE OVER I-25, IN GLORIETA,
 FN0562'GO NORTH ON I-25 54.90 MILES TO THE STATION ON THE LEFT.  THE
 FN0562'STATION IS 133 FEET WEST OF THE CENTERLINE OF THE SOUTH BOUND
 FN0562'LANE, AND 35 FEET SOUTH OF THE CENTERLINE OF THE AIRPORT
 FN0562'INTERCHANGE, 13 FEET SOUTH OF THE GUARD RAIL.  THE MARK IS SET
 FN0562'IN THE NW CORNER OF AIRPORT INTERCHANGE.
 FN0562'
 FN0562'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION DISK
 FN0562'SET IN A CONCRETE POST PROJECTING ABOUT SIX INCHES ABOVE THE
 FN0562'GROUND AND STAMPED 3510515014, 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0561 ***********************************************************************
 FN0561  DESIGNATION -  3510515015
 FN0561  PID         -  FN0561
 FN0561  STATE/COUNTY-  NM/SAN MIGUEL
 FN0561  USGS QUAD   -  LAS VEGAS NW (1963)
 FN0561
 FN0561                         *CURRENT SURVEY CONTROL
 FN0561  ___________________________________________________________________
 FN0561* NAD 83(1992)-  35 41 09.25189(N)    105 08 41.13505(W)     ADJUSTED  
 FN0561* NAVD 88     -      2048.6    (meters)    6721.     (feet)  VERTCON   
 FN0561  ___________________________________________________________________
 FN0561  LAPLACE CORR-          -2.81  (seconds)                    DEFLEC99
 FN0561  GEOID HEIGHT-         -18.75  (meters)                     GEOID03
 FN0561
 FN0561  HORZ ORDER  -  SECOND
 FN0561
 FN0561.The horizontal coordinates were established by classical geodetic methods
 FN0561.and adjusted by the National Geodetic Survey in December 1993..
 FN0561
 FN0561.The NAVD 88 height was computed by applying the VERTCON shift value to
 FN0561.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FN0561
 FN0561.The Laplace correction was computed from DEFLEC99 derived deflections.
 FN0561
 FN0561.The geoid height was determined by GEOID03.
 FN0561
 FN0561;                    North         East     Units Scale Factor Converg.
 FN0561;SPC NM E     -   519,973.543    91,555.677   MT  0.99997554   -0 28 24.1
 FN0561;SPC NM E     - 1,705,946.53    300,378.92   sFT  0.99997554   -0 28 24.1
 FN0561;UTM  13      - 3,949,121.104   486,901.605   MT  0.99960211   -0 05 04.0
 FN0561
 FN0561!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FN0561!SPC NM E     -   0.99968151  x   0.99997554  =   0.99965705
 FN0561!UTM  13      -   0.99968151  x   0.99960211  =   0.99928374
 FN0561
 FN0561:                Primary Azimuth Mark                     Grid Az
 FN0561:SPC NM E     -  3510515016                               069 38 57.0
 FN0561:UTM  13      -  3510515016                               069 15 36.9
 FN0561
 FN0561|---------------------------------------------------------------------|
 FN0561| PID    Reference Object                     Distance      Geod. Az  |
 FN0561|                                                           dddmmss.s |
 FN0561| FN0537 3510515016                          APPROX. 2.3 KM 0691032.9 |
 FN0561|---------------------------------------------------------------------|
 FN0561
 FN0561                          SUPERSEDED SURVEY CONTROL
 FN0561
 FN0561  NAD 83(1986)-  35 41 09.25788(N)    105 08 41.13601(W) AD(       ) 2
 FN0561  NAD 27      -  35 41 09.10362(N)    105 08 39.11430(W) AD(       ) 2
 FN0561  NGVD 29 (07/19/86) 2047.6    (m)         6718.     (f) VERT ANG       
 FN0561
 FN0561.Superseded values are not recommended for survey control.
 FN0561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0561.See file dsdata.txt to determine how the superseded data were derived.
 FN0561
 FN0561_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV8690249121(NAD 83)
 FN0561_MARKER: DD = SURVEY DISK
 FN0561_SETTING: 0 = UNSPECIFIED SETTING
 FN0561_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FN0561
 FN0561  HISTORY     - Date     Condition        Report By
 FN0561  HISTORY     - 1976     MONUMENTED       NMHD
 FN0561
 FN0561                          STATION DESCRIPTION
 FN0561
 FN0561'DESCRIBED BY NM HIGHWAY DEPT 1976 (CW)
 FN0561'THE STATION IS LOCATED IN SAN MIGUEL COUNTY, ALONG I-25 AND
 FN0561'IS 8.2 AIRMILES NNE OF LAS VEGAS, NEW MEXICO, AND 54.15
 FN0561'ROADMILES NORTH OF THE SAN MIGUEL/SANTA FE COUNTY LINE.
 FN0561'
 FN0561'THE STATION IS AT MILEPOST 353.8
 FN0561'
 FN0561'TO REACH FROM THE GLORIETA INTERCHANGE OVER I-25, IN GLORIETA, GO
 FN0561'NORTH ON I-25 56.50 MILES TO THE STATION ON THE RIGHT.  THE
 FN0561'STATION IS 79 FEET EAST OF THE CENTERLINE OF THE NORTH BOUND
 FN0561'LANE, AND 10 FEET WEST OF THE R/W FENCELINE.
 FN0561'
 FN0561'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION DISK
 FN0561'SET IN A CONCRETE POST PROJECTING ABOUT SIX INCHES ABOVE THE GROUND
 FN0561'AND STAMPED 3510515015, 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0537 ***********************************************************************
 FN0537  DESIGNATION -  3510515016
 FN0537  PID         -  FN0537
 FN0537  STATE/COUNTY-  NM/SAN MIGUEL
 FN0537  USGS QUAD   -  ONAVA (1976)
 FN0537
 FN0537                         *CURRENT SURVEY CONTROL
 FN0537  ___________________________________________________________________
 FN0537* NAD 83(1992)-  35 41 36.08589(N)    105 07 14.62215(W)     ADJUSTED  
 FN0537* NAVD 88     -      2046.4    (meters)    6714.     (feet)  VERTCON   
 FN0537  ___________________________________________________________________
 FN0537  LAPLACE CORR-          -2.83  (seconds)                    DEFLEC99
 FN0537  GEOID HEIGHT-         -18.78  (meters)                     GEOID03
 FN0537
 FN0537  HORZ ORDER  -  SECOND
 FN0537
 FN0537.The horizontal coordinates were established by classical geodetic methods
 FN0537.and adjusted by the National Geodetic Survey in December 1993..
 FN0537
 FN0537.The NAVD 88 height was computed by applying the VERTCON shift value to
 FN0537.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FN0537
 FN0537.The Laplace correction was computed from DEFLEC99 derived deflections.
 FN0537
 FN0537.The geoid height was determined by GEOID03.
 FN0537
 FN0537;                    North         East     Units Scale Factor Converg.
 FN0537;SPC NM E     -   520,782.821    93,737.494   MT  0.99997165   -0 27 33.9
 FN0537;SPC NM E     - 1,708,601.64    307,537.09   sFT  0.99997165   -0 27 33.9
 FN0537;UTM  13      - 3,949,944.868   489,077.069   MT  0.99960147   -0 04 13.6
 FN0537
 FN0537!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FN0537!SPC NM E     -   0.99968186  x   0.99997165  =   0.99965352
 FN0537!UTM  13      -   0.99968186  x   0.99960147  =   0.99928345
 FN0537
 FN0537:                Primary Azimuth Mark                     Grid Az
 FN0537:SPC NM E     -  3510515017                               071 05 14.6
 FN0537:UTM  13      -  3510515017                               070 41 54.3
 FN0537
 FN0537|---------------------------------------------------------------------|
 FN0537| PID    Reference Object                     Distance      Geod. Az  |
 FN0537|                                                           dddmmss.s |
 FN0537| FN0536 3510515017                          APPROX. 1.8 KM 0703740.7 |
 FN0537|---------------------------------------------------------------------|
 FN0537
 FN0537                          SUPERSEDED SURVEY CONTROL
 FN0537
 FN0537  NAD 83(1986)-  35 41 36.09221(N)    105 07 14.62279(W) AD(       ) 2
 FN0537  NAD 27      -  35 41 35.93762(N)    105 07 12.60374(W) AD(       ) 2
 FN0537  NGVD 29 (07/19/86) 2045.4    (m)         6711.     (f) VERT ANG       
 FN0537
 FN0537.Superseded values are not recommended for survey control.
 FN0537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0537.See file dsdata.txt to determine how the superseded data were derived.
 FN0537
 FN0537_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV8907749945(NAD 83)
 FN0537_MARKER: DD = SURVEY DISK
 FN0537_SETTING: 0 = UNSPECIFIED SETTING
 FN0537_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FN0537
 FN0537  HISTORY     - Date     Condition        Report By
 FN0537  HISTORY     - 1976     MONUMENTED       NMHD
 FN0537
 FN0537                          STATION DESCRIPTION
 FN0537
 FN0537'DESCRIBED BY NM HIGHWAY DEPT 1976 (CW)
 FN0537'THE STATION IS LOCATED IN SAN MIGUEL COUNTY, ALONG I-25 AND
 FN0537'IS 9.2 AIRMILES NNE OF LAS VEGAS, NEW MEXICO, AND 55.60
 FN0537'ROADMILES NORTH OF THE SAN MIGUEL/SANTA FE COUNTY LINE.
 FN0537'
 FN0537'THE STATION IS AT MILEPOST 355.2.
 FN0537'
 FN0537'TO REACH FROM THE GLORIETA INTERCHANGE OVER I-25, IN
 FN0537'GLORIETA, GO NORTH ON I-25 57.70 MILES TO THE STATION ON THE
 FN0537'RIGHT.  THE STATION IS 30 FEET EAST OF THE CENTERLINE OF THE
 FN0537'NORTH BOUND LANE, AND 22 FEET WEST OF THE R/W FENCELINE
 FN0537'UNDER THE ONAVA EXIT SIGN.
 FN0537'
 FN0537'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 FN0537'DISK SET IN A CONCRETE POST PROJECTING ABOUT SIX INCHES ABOVE THE
 FN0537'GROUND AND STAMPED 3510515016, 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0536 ***********************************************************************
 FN0536  DESIGNATION -  3510515017
 FN0536  PID         -  FN0536
 FN0536  STATE/COUNTY-  NM/SAN MIGUEL
 FN0536  USGS QUAD   -  ONAVA (1976)
 FN0536
 FN0536                         *CURRENT SURVEY CONTROL
 FN0536  ___________________________________________________________________
 FN0536* NAD 83(1992)-  35 41 55.03836(N)    105 06 08.52402(W)     ADJUSTED  
 FN0536* NAVD 88     -      2060.8    (meters)    6761.     (feet)  VERTCON   
 FN0536  ___________________________________________________________________
 FN0536  LAPLACE CORR-          -2.55  (seconds)                    DEFLEC99
 FN0536  GEOID HEIGHT-         -18.80  (meters)                     GEOID03
 FN0536
 FN0536  HORZ ORDER  -  SECOND
 FN0536
 FN0536.The horizontal coordinates were established by classical geodetic methods
 FN0536.and adjusted by the National Geodetic Survey in December 1993..
 FN0536
 FN0536.The NAVD 88 height was computed by applying the VERTCON shift value to
 FN0536.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FN0536
 FN0536.The Laplace correction was computed from DEFLEC99 derived deflections.
 FN0536
 FN0536.The geoid height was determined by GEOID03.
 FN0536
 FN0536;                    North         East     Units Scale Factor Converg.
 FN0536;SPC NM E     -   521,353.738    95,403.810   MT  0.99996876   -0 26 55.6
 FN0536;SPC NM E     - 1,710,474.72    313,004.00   sFT  0.99996876   -0 26 55.6
 FN0536;UTM  13      - 3,950,526.870   490,738.857   MT  0.99960106   -0 03 35.0
 FN0536
 FN0536!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FN0536!SPC NM E     -   0.99967960  x   0.99996876  =   0.99964837
 FN0536!UTM  13      -   0.99967960  x   0.99960106  =   0.99928079
 FN0536
 FN0536:                Primary Azimuth Mark                     Grid Az
 FN0536:SPC NM E     -  3510515018                               062 12 35.8
 FN0536:UTM  13      -  3510515018                               061 49 15.2
 FN0536
 FN0536|---------------------------------------------------------------------|
 FN0536| PID    Reference Object                     Distance      Geod. Az  |
 FN0536|                                                           dddmmss.s |
 FN0536| FN0534 3510515018                          APPROX. 1.2 KM 0614540.2 |
 FN0536|---------------------------------------------------------------------|
 FN0536
 FN0536                          SUPERSEDED SURVEY CONTROL
 FN0536
 FN0536  NAD 83(1986)-  35 41 55.04487(N)    105 06 08.52448(W) AD(       ) 2
 FN0536  NAD 27      -  35 41 54.89063(N)    105 06 06.50759(W) AD(       ) 2
 FN0536  NGVD 29 (07/19/86) 2059.8    (m)         6758.     (f) VERT ANG       
 FN0536
 FN0536.Superseded values are not recommended for survey control.
 FN0536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0536.See file dsdata.txt to determine how the superseded data were derived.
 FN0536
 FN0536_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV9073950527(NAD 83)
 FN0536_MARKER: DD = SURVEY DISK
 FN0536_SETTING: 0 = UNSPECIFIED SETTING
 FN0536_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FN0536
 FN0536  HISTORY     - Date     Condition        Report By
 FN0536  HISTORY     - 1976     MONUMENTED       NMHD
 FN0536
 FN0536                          STATION DESCRIPTION
 FN0536
 FN0536'DESCRIBED BY NM HIGHWAY DEPT 1976 (CW)
 FN0536'THE STATION IS LOCATED IN SAN MIGUEL COUNTY, ALONG
 FN0536'I-25 AND IS 10.1 AIRMILES NNE OF LAS VEGAS, NEW MEXICO,
 FN0536'AND 56.80 ROADMILES NORTH OF THE SAN MIGUEL/SANTA FE
 FN0536'COUNTY LINE.
 FN0536'
 FN0536'THE STATION IS AT MILEPOST 356.3.
 FN0536'
 FN0536'TO REACH FROM THE GLORIETA INTERCHANGE OVER I-25,
 FN0536'IN GLORIETA, GO NORTH ON I-25 58.55 MILES TO THE STATION
 FN0536'ON THE RIGHT.  THE STATION IS 137 FEET EAST OF THE
 FN0536'CENTERLINE OF THE NORTH BOUND LANE, AND 5 FEET
 FN0536'WEST OF THE R/W FENCELINE.
 FN0536'
 FN0536'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY
 FN0536'COMMISSION DISK SET IN A CONCRETE POST PROJECTING ABOUT
 FN0536'SIX INCHES ABOVE THE GROUND AND STAMPED 3510515017, 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0534 ***********************************************************************
 FN0534  DESIGNATION -  3510515018
 FN0534  PID         -  FN0534
 FN0534  STATE/COUNTY-  NM/SAN MIGUEL
 FN0534  USGS QUAD   -  ONAVA (1976)
 FN0534
 FN0534                         *CURRENT SURVEY CONTROL
 FN0534  ___________________________________________________________________
 FN0534* NAD 83(1992)-  35 42 12.87615(N)    105 05 27.79999(W)     ADJUSTED  
 FN0534* NAVD 88     -      2062.3    (meters)    6766.     (feet)  VERTCON   
 FN0534  ___________________________________________________________________
 FN0534  LAPLACE CORR-          -1.89  (seconds)                    DEFLEC99
 FN0534  GEOID HEIGHT-         -18.80  (meters)                     GEOID03
 FN0534
 FN0534  HORZ ORDER  -  SECOND
 FN0534
 FN0534.The horizontal coordinates were established by classical geodetic methods
 FN0534.and adjusted by the National Geodetic Survey in December 1993..
 FN0534
 FN0534.The NAVD 88 height was computed by applying the VERTCON shift value to
 FN0534.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FN0534
 FN0534.The Laplace correction was computed from DEFLEC99 derived deflections.
 FN0534
 FN0534.The geoid height was determined by GEOID03.
 FN0534
 FN0534;                    North         East     Units Scale Factor Converg.
 FN0534;SPC NM E     -   521,895.512    96,431.808   MT  0.99996701   -0 26 32.0
 FN0534;SPC NM E     - 1,712,252.19    316,376.69   sFT  0.99996701   -0 26 32.0
 FN0534;UTM  13      - 3,951,075.410   491,762.777   MT  0.99960084   -0 03 11.3
 FN0534
 FN0534!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FN0534!SPC NM E     -   0.99967937  x   0.99996701  =   0.99964639
 FN0534!UTM  13      -   0.99967937  x   0.99960084  =   0.99928034
 FN0534
 FN0534:                Primary Azimuth Mark                     Grid Az
 FN0534:SPC NM E     -  3510515019                               048 30 52.6
 FN0534:UTM  13      -  3510515019                               048 07 31.9
 FN0534
 FN0534|---------------------------------------------------------------------|
 FN0534| PID    Reference Object                     Distance      Geod. Az  |
 FN0534|                                                           dddmmss.s |
 FN0534| FN0533 3510515019                          APPROX. 0.8 KM 0480420.6 |
 FN0534| FN0529 ONAVA                               APPROX. 0.5 KM 1745514.4 |
 FN0534|---------------------------------------------------------------------|
 FN0534
 FN0534                          SUPERSEDED SURVEY CONTROL
 FN0534
 FN0534  NAD 83(1986)-  35 42 12.88280(N)    105 05 27.80043(W) AD(       ) 2
 FN0534  NAD 27      -  35 42 12.72932(N)    105 05 25.78475(W) AD(       ) 2
 FN0534  NGVD 29 (07/19/86) 2061.3    (m)         6763.     (f) VERT ANG       
 FN0534
 FN0534.Superseded values are not recommended for survey control.
 FN0534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0534.See file dsdata.txt to determine how the superseded data were derived.
 FN0534
 FN0534_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV9176351075(NAD 83)
 FN0534_MARKER: DD = SURVEY DISK
 FN0534_SETTING: 0 = UNSPECIFIED SETTING
 FN0534_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FN0534
 FN0534  HISTORY     - Date     Condition        Report By
 FN0534  HISTORY     - 1976     MONUMENTED       NMHD
 FN0534
 FN0534                          STATION DESCRIPTION
 FN0534
 FN0534'DESCRIBED BY NM HIGHWAY DEPT 1976 (CW)
 FN0534'THE STATION IS LOCATED IN SAN MIGUEL COUNTY, ALONG I-25
 FN0534'AND IS 10.7 AIRMILES NE OF LAS VEGAS, NEW MEXICO, AND
 FN0534'57.55 ROADMILES NORTH OF THE SAN MIGUEL/SANTA FE
 FN0534'COUNTY LINE.
 FN0534'
 FN0534'THE STATION IS AT MILEPOST 357.05.
 FN0534'
 FN0534'TO REACH FROM THE GLORIETA INTERCHANGE OVER I-25,
 FN0534'IN GLORIETA, GO NORTH ON I-25 59.10 MILES TO THE STATION
 FN0534'ON THE RIGHT.  THE STATION IS 84 FEET EAST OF THE
 FN0534'CENTERLINE OF THE NORTH BOUND LANE, AND 5 FEET WEST
 FN0534'OF THE R/W FENCELINE.
 FN0534'
 FN0534'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY
 FN0534'COMMISSION DISK SET IN A CONCRETE POST PROJECTING ABOUT
 FN0534'SIX INCHES ABOVE THE GROUND AND STAMPED 3510515018, 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0533 ***********************************************************************
 FN0533  DESIGNATION -  3510515019
 FN0533  PID         -  FN0533
 FN0533  STATE/COUNTY-  NM/SAN MIGUEL
 FN0533  USGS QUAD   -  ONAVA (1976)
 FN0533
 FN0533                         *CURRENT SURVEY CONTROL
 FN0533  ___________________________________________________________________
 FN0533* NAD 83(1992)-  35 42 31.02483(N)    105 05 03.02299(W)     ADJUSTED  
 FN0533* NAVD 88     -      2060.2    (meters)    6759.     (feet)  VERTCON   
 FN0533  ___________________________________________________________________
 FN0533  LAPLACE CORR-          -2.24  (seconds)                    DEFLEC99
 FN0533  GEOID HEIGHT-         -18.80  (meters)                     GEOID03
 FN0533
 FN0533  HORZ ORDER  -  SECOND
 FN0533
 FN0533.The horizontal coordinates were established by classical geodetic methods
 FN0533.and adjusted by the National Geodetic Survey in December 1993..
 FN0533
 FN0533.The NAVD 88 height was computed by applying the VERTCON shift value to
 FN0533.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FN0533
 FN0533.The Laplace correction was computed from DEFLEC99 derived deflections.
 FN0533
 FN0533.The geoid height was determined by GEOID03.
 FN0533
 FN0533;                    North         East     Units Scale Factor Converg.
 FN0533;SPC NM E     -   522,450.041    97,058.913   MT  0.99996595   -0 26 17.7
 FN0533;SPC NM E     - 1,714,071.51    318,434.12   sFT  0.99996595   -0 26 17.7
 FN0533;UTM  13      - 3,951,633.981   492,385.873   MT  0.99960071   -0 02 56.9
 FN0533
 FN0533!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FN0533!SPC NM E     -   0.99967970  x   0.99996595  =   0.99964566
 FN0533!UTM  13      -   0.99967970  x   0.99960071  =   0.99928054
 FN0533
 FN0533:                Primary Azimuth Mark                     Grid Az
 FN0533:SPC NM E     -  3510515020                               052 57 29.7
 FN0533:UTM  13      -  3510515020                               052 34 08.9
 FN0533
 FN0533|---------------------------------------------------------------------|
 FN0533| PID    Reference Object                     Distance      Geod. Az  |
 FN0533|                                                           dddmmss.s |
 FN0533| FN0532 3510515020                          APPROX. 2.4 KM 0523112.0 |
 FN0533|---------------------------------------------------------------------|
 FN0533
 FN0533                          SUPERSEDED SURVEY CONTROL
 FN0533
 FN0533  NAD 83(1986)-  35 42 31.03150(N)    105 05 03.02346(W) AD(       ) 2
 FN0533  NAD 27      -  35 42 30.87823(N)    105 05 01.00782(W) AD(       ) 2
 FN0533  NGVD 29 (07/19/86) 2059.2    (m)         6756.     (f) VERT ANG       
 FN0533
 FN0533.Superseded values are not recommended for survey control.
 FN0533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0533.See file dsdata.txt to determine how the superseded data were derived.
 FN0533
 FN0533_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV9238651634(NAD 83)
 FN0533_MARKER: DD = SURVEY DISK
 FN0533_SETTING: 0 = UNSPECIFIED SETTING
 FN0533_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FN0533
 FN0533  HISTORY     - Date     Condition        Report By
 FN0533  HISTORY     - 1976     MONUMENTED       NMHD
 FN0533
 FN0533                          STATION DESCRIPTION
 FN0533
 FN0533'DESCRIBED BY NM HIGHWAY DEPT 1976 (CW)
 FN0533'THE STATION IS LOCATED IN SAN MIGUEL COUNTY, ALONG
 FN0533'I-25 AND IS 11.2 AIRMILES NE OF LAS VAGAS, NEW MEXICO,
 FN0533'AND 58.10 ROADMILES NORTH OF THE SAN MIGUEL/SANTA FE
 FN0533'COUNTY LINE.
 FN0533'
 FN0533'THE STATION IS AT MILEPOST 357.85.
 FN0533'
 FN0533'TO REACH FROM THE GLORIETA INTERCHANGE OVER I-25,
 FN0533'IN GLORIETA, GO NORTH ON I-25 60.55 MILES TO THE
 FN0533'STATION ON THE MEDIAN.  THE STATION IS 30 FEET EAST
 FN0533'OF CENTERLINE OF SOUTH BOUND LANE.
 FN0533'
 FN0533'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY
 FN0533'COMMISSION DISK SET IN A CONCRETE POST PROJECTING
 FN0533'ABOUT SIX INCHES ABOVE THE GROUND AND STAMPED
 FN0533'3510515019, 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0532 ***********************************************************************
 FN0532  DESIGNATION -  3510515020
 FN0532  PID         -  FN0532
 FN0532  STATE/COUNTY-  NM/SAN MIGUEL
 FN0532  USGS QUAD   -  ONAVA (1976)
 FN0532
 FN0532                         *CURRENT SURVEY CONTROL
 FN0532  ___________________________________________________________________
 FN0532* NAD 83(1992)-  35 43 18.73371(N)    105 03 46.71201(W)     ADJUSTED  
 FN0532* NAVD 88     -      2016.4    (meters)    6615.     (feet)  VERTCON   
 FN0532  ___________________________________________________________________
 FN0532  LAPLACE CORR-          -2.84  (seconds)                    DEFLEC99
 FN0532  GEOID HEIGHT-         -18.81  (meters)                     GEOID03
 FN0532
 FN0532  HORZ ORDER  -  SECOND
 FN0532
 FN0532.The horizontal coordinates were established by classical geodetic methods
 FN0532.and adjusted by the National Geodetic Survey in December 1993..
 FN0532
 FN0532.The NAVD 88 height was computed by applying the VERTCON shift value to
 FN0532.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FN0532
 FN0532.The Laplace correction was computed from DEFLEC99 derived deflections.
 FN0532
 FN0532.The geoid height was determined by GEOID03.
 FN0532
 FN0532;                    North         East     Units Scale Factor Converg.
 FN0532;SPC NM E     -   523,905.891    98,987.971   MT  0.99996277   -0 25 33.7
 FN0532;SPC NM E     - 1,718,847.91    324,763.03   sFT  0.99996277   -0 25 33.7
 FN0532;UTM  13      - 3,953,102.367   494,304.300   MT  0.99960040   -0 02 12.4
 FN0532
 FN0532!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FN0532!SPC NM E     -   0.99968657  x   0.99996277  =   0.99964935
 FN0532!UTM  13      -   0.99968657  x   0.99960040  =   0.99928710
 FN0532
 FN0532:                Primary Azimuth Mark                     Grid Az
 FN0532:SPC NM E     -  3510515021                               051 28 53.0
 FN0532:UTM  13      -  3510515021                               051 05 31.7
 FN0532
 FN0532|---------------------------------------------------------------------|
 FN0532| PID    Reference Object                     Distance      Geod. Az  |
 FN0532|                                                           dddmmss.s |
 FN0532| FN0531 3510515021                          APPROX. 2.2 KM 0510319.3 |
 FN0532|---------------------------------------------------------------------|
 FN0532
 FN0532                          SUPERSEDED SURVEY CONTROL
 FN0532
 FN0532  NAD 83(1986)-  35 43 18.74043(N)    105 03 46.71246(W) AD(       ) 2
 FN0532  NAD 27      -  35 43 18.58846(N)    105 03 44.69715(W) AD(       ) 2
 FN0532  NGVD 29 (07/19/86) 2015.4    (m)         6612.     (f) VERT ANG       
 FN0532
 FN0532.Superseded values are not recommended for survey control.
 FN0532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0532.See file dsdata.txt to determine how the superseded data were derived.
 FN0532
 FN0532_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV9430453102(NAD 83)
 FN0532_MARKER: DD = SURVEY DISK
 FN0532_SETTING: 0 = UNSPECIFIED SETTING
 FN0532_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FN0532
 FN0532  HISTORY     - Date     Condition        Report By
 FN0532  HISTORY     - 1976     MONUMENTED       NMHD
 FN0532
 FN0532                          STATION DESCRIPTION
 FN0532
 FN0532'DESCRIBED BY NM HIGHWAY DEPT 1976 (CW)
 FN0532'THE STATION IS LOCATED IN SAN MIGUEL COUNTY, ALONG
 FN0532'I-25 AND IS 12.7 AIRMILES NE OF LAS VEGAS, NEW MEXICO,
 FN0532'AND 59.55 ROADMILES NORTH OF THE SAN MIGUEL/SANTA FE
 FN0532'COUNTY LINE.
 FN0532'
 FN0532'THE STATION IS AT MILEPOST 359.4.
 FN0532'
 FN0532'TO REACH FROM THE GLORIETA INTERCHANGE OVER I-25,
 FN0532'IN GLORIETA, GO NORTH ON I-25 62.05 MILES TO THE
 FN0532'STATION ON THE RIGHT.  THE STATION IS 82 FEET EAST
 FN0532'OF THE CENTERLINE OF THE NORTH BOUND LANE, AND 7 FEET
 FN0532'WEST OF THE R/W FENCELINE.
 FN0532'
 FN0532'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY
 FN0532'COMMISSION DISK SET IN A CONCRETE POST PROJECTING ABOUT
 FN0532'SIX INCHES ABOVE THE GROUND AND STAMPED 3510515020, 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0531 ***********************************************************************
 FN0531  DESIGNATION -  3510515021
 FN0531  PID         -  FN0531
 FN0531  STATE/COUNTY-  NM/SAN MIGUEL
 FN0531  USGS QUAD   -  ONAVA (1976)
 FN0531
 FN0531                         *CURRENT SURVEY CONTROL
 FN0531  ___________________________________________________________________
 FN0531* NAD 83(1992)-  35 44 03.93861(N)    105 02 38.10178(W)     ADJUSTED  
 FN0531* NAVD 88     -      2011.9    (meters)    6601.     (feet)  VERTCON   
 FN0531  ___________________________________________________________________
 FN0531  LAPLACE CORR-          -2.81  (seconds)                    DEFLEC99
 FN0531  GEOID HEIGHT-         -18.83  (meters)                     GEOID03
 FN0531
 FN0531  HORZ ORDER  -  SECOND
 FN0531
 FN0531.The horizontal coordinates were established by classical geodetic methods
 FN0531.and adjusted by the National Geodetic Survey in December 1993..
 FN0531
 FN0531.The NAVD 88 height was computed by applying the VERTCON shift value to
 FN0531.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FN0531
 FN0531.The Laplace correction was computed from DEFLEC99 derived deflections.
 FN0531
 FN0531.The geoid height was determined by GEOID03.
 FN0531
 FN0531;                    North         East     Units Scale Factor Converg.
 FN0531;SPC NM E     -   525,286.385   100,722.336   MT  0.99995999   -0 24 54.1
 FN0531;SPC NM E     - 1,723,377.08    330,453.20   sFT  0.99995999   -0 24 54.1
 FN0531;UTM  13      - 3,954,494.111   496,028.622   MT  0.99960019   -0 01 32.3
 FN0531
 FN0531!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FN0531!SPC NM E     -   0.99968728  x   0.99995999  =   0.99964728
 FN0531!UTM  13      -   0.99968728  x   0.99960019  =   0.99928760
 FN0531
 FN0531:                Primary Azimuth Mark                     Grid Az
 FN0531:SPC NM E     -  3510515001                               046 09 01.0
 FN0531:UTM  13      -  3510515001                               045 45 39.2
 FN0531
 FN0531|---------------------------------------------------------------------|
 FN0531| PID    Reference Object                     Distance      Geod. Az  |
 FN0531|                                                           dddmmss.s |
 FN0531| FN0530 3510515001                          APPROX. 0.8 KM 0454406.9 |
 FN0531|---------------------------------------------------------------------|
 FN0531
 FN0531                          SUPERSEDED SURVEY CONTROL
 FN0531
 FN0531  NAD 83(1986)-  35 44 03.94532(N)    105 02 38.10229(W) AD(       ) 2
 FN0531  NAD 27      -  35 44 03.79472(N)    105 02 36.08740(W) AD(       ) 2
 FN0531  NGVD 29 (07/19/86) 2010.9    (m)         6597.     (f) VERT ANG       
 FN0531
 FN0531.Superseded values are not recommended for survey control.
 FN0531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0531.See file dsdata.txt to determine how the superseded data were derived.
 FN0531
 FN0531_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV9602954494(NAD 83)
 FN0531_MARKER: DD = SURVEY DISK
 FN0531_SETTING: 0 = UNSPECIFIED SETTING
 FN0531_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FN0531
 FN0531  HISTORY     - Date     Condition        Report By
 FN0531  HISTORY     - 1976     MONUMENTED       NMHD
 FN0531
 FN0531                          STATION DESCRIPTION
 FN0531
 FN0531'DESCRIBED BY NM HIGHWAY DEPT 1976 (CW)
 FN0531'THE STATION IS LOCATED IN SAN MIGUEL COUNTY, ALONG
 FN0531'I-25 AND IS 14.0 AIRMILES NE OF LAS VEGAS, NEW MEXICO,
 FN0531'AND 61.05 ROADMILES NORTH OF THE SAN MIGUEL/SANTA FE
 FN0531'COUNTY LINE.
 FN0531'
 FN0531'THE STATION IS AT MILEPOST 360.4.
 FN0531'
 FN0531'TO REACH FROM THE GLORIETA INTERCHANGE OVER I-25,
 FN0531'IN GLORIETA, GO NORTH ON I-25 62.55 MILES TO THE STATION
 FN0531'ON THE RIGHT.  THE STATION IS 42 FEET EAST OF THE
 FN0531'CENTERLINE OF THE NORTH BOUND LANE, AND 7 FEET EAST
 FN0531'OF MERGE SIGN AT REST AREA.
 FN0531'
 FN0531'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY
 FN0531'COMMISSION DISK SET IN A CONCRETE POST PROJECTING ABOUT
 FN0531'SIX INCHES ABOVE THE GROUND AND STAMPED 3510515021, 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0586 ***********************************************************************
 FN0586  DESIGNATION -  3510525001
 FN0586  PID         -  FN0586
 FN0586  STATE/COUNTY-  NM/TORRANCE
 FN0586  USGS QUAD   -  JACINTO MESA (1963)
 FN0586
 FN0586                         *CURRENT SURVEY CONTROL
 FN0586  ___________________________________________________________________
 FN0586* NAD 83(1992)-  35 00 12.47136(N)    105 29 25.76486(W)     ADJUSTED  
 FN0586* NAVD 88     -      2019.9    (meters)    6627.     (feet)  VERTCON   
 FN0586  ___________________________________________________________________
 FN0586  LAPLACE CORR-          -4.03  (seconds)                    DEFLEC99
 FN0586  GEOID HEIGHT-         -19.74  (meters)                     GEOID03
 FN0586
 FN0586  HORZ ORDER  -  SECOND
 FN0586
 FN0586.The horizontal coordinates were established by classical geodetic methods
 FN0586.and adjusted by the National Geodetic Survey in December 1993..
 FN0586
 FN0586.The NAVD 88 height was computed by applying the VERTCON shift value to
 FN0586.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FN0586
 FN0586.The Laplace correction was computed from DEFLEC99 derived deflections.
 FN0586
 FN0586.The geoid height was determined by GEOID03.
 FN0586
 FN0586;                    North         East     Units Scale Factor Converg.
 FN0586;SPC NM C     -   444,222.087   569,325.101   MT  0.99995921   +0 26 08.5
 FN0586;SPC NM C     - 1,457,418.63  1,867,860.77   sFT  0.99995921   +0 26 08.5
 FN0586;SPC NM E     -   444,574.417    59,376.843   MT  1.00004654   -0 39 49.8
 FN0586;SPC NM E     - 1,458,574.57    194,805.53   sFT  1.00004654   -0 39 49.8
 FN0586;UTM  13      - 3,873,537.131   455,243.652   MT  0.99962469   -0 16 52.9
 FN0586
 FN0586!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FN0586!SPC NM C     -   0.99968614  x   0.99995921  =   0.99964536
 FN0586!SPC NM E     -   0.99968614  x   1.00004654  =   0.99973266
 FN0586!UTM  13      -   0.99968614  x   0.99962469  =   0.99931095
 FN0586
 FN0586:                Primary Azimuth Mark                     Grid Az
 FN0586:SPC NM C     -  3410525002                               097 57 33.7
 FN0586:SPC NM E     -  3410525002                               099 03 32.0
 FN0586:UTM  13      -  3410525002                               098 40 35.1
 FN0586
 FN0586|---------------------------------------------------------------------|
 FN0586| PID    Reference Object                     Distance      Geod. Az  |
 FN0586|                                                           dddmmss.s |
 FN0586| FN0585 3410525002                          APPROX. 2.5 KM 0982342.2 |
 FN0586|---------------------------------------------------------------------|
 FN0586
 FN0586                          SUPERSEDED SURVEY CONTROL
 FN0586
 FN0586  NAD 83(1986)-  35 00 12.47885(N)    105 29 25.76362(W) AD(       ) 2
 FN0586  NAD 27      -  35 00 12.28224(N)    105 29 23.72815(W) AD(       ) 2
 FN0586  NGVD 29 (07/19/86) 2019.0    (m)         6624.     (f) VERT ANG       
 FN0586
 FN0586.Superseded values are not recommended for survey control.
 FN0586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0586.See file dsdata.txt to determine how the superseded data were derived.
 FN0586
 FN0586_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDU5524473537(NAD 83)
 FN0586_MARKER: DD = SURVEY DISK
 FN0586_SETTING: 80 = SET IN A BOULDER
 FN0586_SP_SET: SET IN DRILL HOLE IN A BOULDER
 FN0586_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FN0586+STABILITY: SURFACE MOTION
 FN0586
 FN0586  HISTORY     - Date     Condition        Report By
 FN0586  HISTORY     - 1973     MONUMENTED       NMHD
 FN0586
 FN0586                          STATION DESCRIPTION
 FN0586
 FN0586'DESCRIBED BY NM HIGHWAY DEPT 1973 (CWW)
 FN0586'THE STATION IS LOCATED ON TORRANCE COUNTY ALONG INTERSTATE 40 AND
 FN0586'IS ABOUT 9.9 MILES AIRLINE EAST OF CLINES CORNERS, NEW MEXICO.
 FN0586'
 FN0586'TO REACH FROM THE INTERSECTION OF INTERSTATE 40 AND U.S. 285 AT
 FN0586'CLINES CORNERS GO EAST ON INTERSTATE 40, 10.05 MILES TO THE
 FN0586'STATION ON THE RIGHT.  THE STATION IS AT THE TOP OF A DEEP HIGHWAY
 FN0586'CUT AND IS 35 FEET SOUTH OF THE HIGHWAY RIGHT OF WAY FENCE.
 FN0586'
 FN0586'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 FN0586'DISK SET IN A DRILL HOLE IN A BOULDER AND STAMPED 3510525001, 1973.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0612 ***********************************************************************
 FN0612  DESIGNATION -  3510525001 25
 FN0612  PID         -  FN0612
 FN0612  STATE/COUNTY-  NM/SAN MIGUEL
 FN0612  USGS QUAD   -  SAN JOSE (1989)
 FN0612
 FN0612                         *CURRENT SURVEY CONTROL
 FN0612  ___________________________________________________________________
 FN0612* NAD 83(1992)-  35 24 21.78411(N)    105 29 34.69290(W)     ADJUSTED  
 FN0612* NAVD 88     -      1898.2    (meters)    6228.     (feet)  VERTCON   
 FN0612  ___________________________________________________________________
 FN0612  LAPLACE CORR-          -4.45  (seconds)                    DEFLEC99
 FN0612  GEOID HEIGHT-         -18.83  (meters)                     GEOID03
 FN0612
 FN0612  HORZ ORDER  -  SECOND
 FN0612
 FN0612.The horizontal coordinates were established by classical geodetic methods
 FN0612.and adjusted by the National Geodetic Survey in December 1993..
 FN0612
 FN0612.The NAVD 88 height was computed by applying the VERTCON shift value to
 FN0612.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FN0612
 FN0612.The Laplace correction was computed from DEFLEC99 derived deflections.
 FN0612
 FN0612.The geoid height was determined by GEOID03.
 FN0612
 FN0612;                    North         East     Units Scale Factor Converg.
 FN0612;SPC NM E     -   489,240.807    59,671.672   MT  1.00004576   -0 40 18.9
 FN0612;SPC NM E     - 1,605,117.55    195,772.81   sFT  1.00004576   -0 40 18.9
 FN0612;UTM  13      - 3,918,185.669   455,238.818   MT  0.99962469   -0 17 08.2
 FN0612
 FN0612!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FN0612!SPC NM E     -   0.99970510  x   1.00004576  =   0.99975085
 FN0612!UTM  13      -   0.99970510  x   0.99962469  =   0.99932990
 FN0612
 FN0612:                Primary Azimuth Mark                     Grid Az
 FN0612:SPC NM E     -  3510535013 25                            296 04 58.8
 FN0612:UTM  13      -  3510535013 25                            295 41 48.1
 FN0612
 FN0612|---------------------------------------------------------------------|
 FN0612| PID    Reference Object                     Distance      Geod. Az  |
 FN0612|                                                           dddmmss.s |
 FN0612| FN0616 3510535013 25                       APPROX. 2.4 KM 2952439.9 |
 FN0612|---------------------------------------------------------------------|
 FN0612
 FN0612                          SUPERSEDED SURVEY CONTROL
 FN0612
 FN0612  NAD 83(1986)-  35 24 21.78824(N)    105 29 34.69202(W) AD(       ) 2
 FN0612  NAD 27      -  35 24 21.63197(N)    105 29 32.63954(W) AD(       ) 2
 FN0612  NGVD 29 (07/19/86) 1897.3    (m)         6225.     (f) VERT ANG       
 FN0612
 FN0612.Superseded values are not recommended for survey control.
 FN0612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0612.See file dsdata.txt to determine how the superseded data were derived.
 FN0612
 FN0612_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV5523918186(NAD 83)
 FN0612_MARKER: DD = SURVEY DISK
 FN0612_SETTING: 0 = UNSPECIFIED SETTING
 FN0612_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FN0612
 FN0612  HISTORY     - Date     Condition        Report By
 FN0612  HISTORY     - 1976     MONUMENTED       NMHD
 FN0612
 FN0612                          STATION DESCRIPTION
 FN0612
 FN0612'DESCRIBED BY NM HIGHWAY DEPT 1976 (CW)
 FN0612'THE STATION IS LOCATED IN SAN MIGUEL COUNTY, ALONG
 FN0612'I-25 AND IS 20.3 AIRMILES SW OF LAS VEGAS, NEW MEXICO,
 FN0612'AND 18.0 ROADMILES NORTH OF THE SAN MIGUEL/SANTA FE
 FN0612'COUNTY LINE.
 FN0612'
 FN0612'THE STATION IS AT MILEPOST 320.4.
 FN0612'
 FN0612'TO REACH FROM THE GLORIETA INTERCHANGE OVER I-25,
 FN0612'IN GLORIETA, GO NORTH ON I-25 22.5 MILES TO THE STATION
 FN0612'ON THE RIGHT.  THE STATION IS 20 FEET SOUTH OF THE
 FN0612'CENTERLINE OF THE SAN JUAN INTERCHANGE, AND 113 FEET
 FN0612'EAST OF THE CENTERLINE OF THE NORTH BOUND LANE.
 FN0612'
 FN0612'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY
 FN0612'COMMISSION DISK SET IN A CONCRETE POST PROJECTING
 FN0612'ABOUT SIX INCHES ABOVE THE GROUND AND STAMPED 3510525001-25, 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0611 ***********************************************************************
 FN0611  DESIGNATION -  3510525002 25
 FN0611  PID         -  FN0611
 FN0611  STATE/COUNTY-  NM/SAN MIGUEL
 FN0611  USGS QUAD   -  SAN JOSE (1989)
 FN0611
 FN0611                         *CURRENT SURVEY CONTROL
 FN0611  ___________________________________________________________________
 FN0611* NAD 83(1992)-  35 23 51.08400(N)    105 27 59.02579(W)     ADJUSTED  
 FN0611* NAVD 88     -      1885.0    (meters)    6184.     (feet)  VERTCON   
 FN0611  ___________________________________________________________________
 FN0611  LAPLACE CORR-          -3.61  (seconds)                    DEFLEC99
 FN0611  GEOID HEIGHT-         -18.93  (meters)                     GEOID03
 FN0611
 FN0611  HORZ ORDER  -  SECOND
 FN0611
 FN0611.The horizontal coordinates were established by classical geodetic methods
 FN0611.and adjusted by the National Geodetic Survey in December 1993..
 FN0611
 FN0611.The NAVD 88 height was computed by applying the VERTCON shift value to
 FN0611.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FN0611
 FN0611.The Laplace correction was computed from DEFLEC99 derived deflections.
 FN0611
 FN0611.The geoid height was determined by GEOID03.
 FN0611
 FN0611;                    North         East     Units Scale Factor Converg.
 FN0611;SPC NM E     -   488,266.705    62,074.637   MT  1.00003960   -0 39 23.0
 FN0611;SPC NM E     - 1,601,921.68    203,656.54   sFT  1.00003960   -0 39 23.0
 FN0611;UTM  13      - 3,917,228.190   457,647.285   MT  0.99962210   -0 16 12.6
 FN0611
 FN0611!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FN0611!SPC NM E     -   0.99970719  x   1.00003960  =   0.99974678
 FN0611!UTM  13      -   0.99970719  x   0.99962210  =   0.99932940
 FN0611
 FN0611:                Primary Azimuth Mark                     Grid Az
 FN0611:SPC NM E     -  3510525003                               097 03 34.3
 FN0611:UTM  13      -  3510525003                               096 40 23.9
 FN0611
 FN0611|---------------------------------------------------------------------|
 FN0611| PID    Reference Object                     Distance      Geod. Az  |
 FN0611|                                                           dddmmss.s |
 FN0611| FN0610 3510525003                          APPROX. 1.1 KM 0962411.3 |
 FN0611|---------------------------------------------------------------------|
 FN0611
 FN0611                          SUPERSEDED SURVEY CONTROL
 FN0611
 FN0611  NAD 83(1986)-  35 23 51.08841(N)    105 27 59.02472(W) AD(       ) 2
 FN0611  NAD 27      -  35 23 50.93050(N)    105 27 56.97682(W) AD(       ) 2
 FN0611  NGVD 29 (07/19/86) 1884.1    (m)         6181.     (f) VERT ANG       
 FN0611
 FN0611.Superseded values are not recommended for survey control.
 FN0611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0611.See file dsdata.txt to determine how the superseded data were derived.
 FN0611
 FN0611_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV5764717228(NAD 83)
 FN0611_MARKER: DD = SURVEY DISK
 FN0611_SETTING: 0 = UNSPECIFIED SETTING
 FN0611_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FN0611
 FN0611  HISTORY     - Date     Condition        Report By
 FN0611  HISTORY     - 1976     MONUMENTED       NMHD
 FN0611
 FN0611                          STATION DESCRIPTION
 FN0611
 FN0611'DESCRIBED BY NM HIGHWAY DEPT 1976 (CW)
 FN0611'THE STATION IS LOCATED IN SAN MIGUEL COUNTY, ALONG
 FN0611'I-25 AND IS 19.4 AIRMILES SW OF LAS VEGAS, NEW MEXICO,
 FN0611'AND 19.7 ROADMILES NORTH OF THE SAN MIGUEL/SANTA FE
 FN0611'COUNTY LINE.
 FN0611'
 FN0611'THE STATION IS AT MILEPOST 321.9.
 FN0611'
 FN0611'TO REACH FROM THE GLORIETA INTERCHANGE OVER I-25,
 FN0611'IN GLORIETA, GO NORTH ON I-25 23.25 MILES TO THE
 FN0611'STATION ON THE RIGHT.  THE STATION IS 151 FEET EAST
 FN0611'OF THE CENTERLINE OF THE NORTH BOUND LAND, AND 5 FEET
 FN0611'WEST OF THE R/W FENCELINE.
 FN0611'
 FN0611'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY
 FN0611'COMMISSION DISK SET IN A CONCRETE POST PROJECTING ABOUT
 FN0611'SIX INCHES ABOVE THE GROUND AND STAMPED 3510525002-25, 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0610 ***********************************************************************
 FN0610  DESIGNATION -  3510525003
 FN0610  PID         -  FN0610
 FN0610  STATE/COUNTY-  NM/SAN MIGUEL
 FN0610  USGS QUAD   -  SAN JOSE (1989)
 FN0610
 FN0610                         *CURRENT SURVEY CONTROL
 FN0610  ___________________________________________________________________
 FN0610* NAD 83(1992)-  35 23 46.92276(N)    105 27 13.76653(W)     ADJUSTED  
 FN0610* NAVD 88     -      1903.0    (meters)    6243.     (feet)  VERTCON   
 FN0610  ___________________________________________________________________
 FN0610  LAPLACE CORR-          -3.33  (seconds)                    DEFLEC99
 FN0610  GEOID HEIGHT-         -18.96  (meters)                     GEOID03
 FN0610
 FN0610  HORZ ORDER  -  SECOND
 FN0610
 FN0610.The horizontal coordinates were established by classical geodetic methods
 FN0610.and adjusted by the National Geodetic Survey in December 1993..
 FN0610
 FN0610.The NAVD 88 height was computed by applying the VERTCON shift value to
 FN0610.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FN0610
 FN0610.The Laplace correction was computed from DEFLEC99 derived deflections.
 FN0610
 FN0610.The geoid height was determined by GEOID03.
 FN0610
 FN0610;                    North         East     Units Scale Factor Converg.
 FN0610;SPC NM E     -   488,125.453    63,215.252   MT  1.00003672   -0 38 56.7
 FN0610;SPC NM E     - 1,601,458.26    207,398.71   sFT  1.00003672   -0 38 56.7
 FN0610;UTM  13      - 3,917,094.685   458,788.351   MT  0.99962093   -0 15 46.3
 FN0610
 FN0610!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FN0610!SPC NM E     -   0.99970437  x   1.00003672  =   0.99974108
 FN0610!UTM  13      -   0.99970437  x   0.99962093  =   0.99932541
 FN0610
 FN0610:                Primary Azimuth Mark                     Grid Az
 FN0610:SPC NM E     -  3510525002 25                            277 03 34.2
 FN0610:UTM  13      -  3510525002 25                            276 40 23.8
 FN0610
 FN0610|---------------------------------------------------------------------|
 FN0610| PID    Reference Object                     Distance      Geod. Az  |
 FN0610|                                                           dddmmss.s |
 FN0610| FN0611 3510525002 25                       APPROX. 1.1 KM 2762437.5 |
 FN0610|---------------------------------------------------------------------|
 FN0610
 FN0610                          SUPERSEDED SURVEY CONTROL
 FN0610
 FN0610  NAD 83(1986)-  35 23 46.92730(N)    105 27 13.76545(W) AD(       ) 2
 FN0610  NAD 27      -  35 23 46.76871(N)    105 27 11.71925(W) AD(       ) 2
 FN0610  NGVD 29 (07/19/86) 1902.1    (m)         6240.     (f) VERT ANG       
 FN0610
 FN0610.Superseded values are not recommended for survey control.
 FN0610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0610.See file dsdata.txt to determine how the superseded data were derived.
 FN0610
 FN0610_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV5878817095(NAD 83)
 FN0610_MARKER: DD = SURVEY DISK
 FN0610_SETTING: 66 = SET IN ROCK OUTCROP
 FN0610_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 FN0610_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FN0610+STABILITY: POSITION/ELEVATION WELL
 FN0610_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FN0610+SATELLITE: SATELLITE OBSERVATIONS - November 17, 2003
 FN0610
 FN0610  HISTORY     - Date     Condition        Report By
 FN0610  HISTORY     - 1976     MONUMENTED       NMHD
 FN0610  HISTORY     - 20031117 GOOD             USSURV
 FN0610
 FN0610                          STATION DESCRIPTION
 FN0610
 FN0610'DESCRIBED BY NM HIGHWAY DEPT 1976 (CW)
 FN0610'THE STATION IS LOCATED IN SAN MIGUEL COUNTY, ALONG
 FN0610'I-25 AND IS 18.9 AIRMILES SW OF LAS VEGAS, NEW MEXICO,
 FN0610'AND 20.45 ROADMILES NORTH OF THE SAN MIGUEL/SANTA FE
 FN0610'COUNTY LINE.
 FN0610'
 FN0610'THE STATION IS AT MILEPOST 322.7.
 FN0610'
 FN0610'TO REACH FROM THE GLORIETA INTERCHANGE OVER I-25,
 FN0610'IN GLORIETA, GO NORTH ON I-25 24.35 MILES TO THE STATION
 FN0610'ON THE RIGHT.  THE STATION IS 99 FEET EAST OF THE
 FN0610'CENTERLINE OF THE NORTH BOUND LANE.
 FN0610'
 FN0610'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY
 FN0610'COMMISSION DISK SET IN A DRILL HOLE IN A ROCK OUTCROP
 FN0610'AND STAMPED 3510525003, 1976.
 FN0610
 FN0610                          STATION RECOVERY (2003)
 FN0610
 FN0610'RECOVERY NOTE BY UNITED STATES SURVEYOR 2003 (WG)
 FN0610'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0609 ***********************************************************************
 FN0609  DESIGNATION -  3510525004
 FN0609  PID         -  FN0609
 FN0609  STATE/COUNTY-  NM/SAN MIGUEL
 FN0609  USGS QUAD   -  SAN JOSE (1989)
 FN0609
 FN0609                         *CURRENT SURVEY CONTROL
 FN0609  ___________________________________________________________________
 FN0609* NAD 83(1992)-  35 23 44.79851(N)    105 26 04.20827(W)     ADJUSTED  
 FN0609* NAVD 88     -      1889.2    (meters)    6198.     (feet)  VERTCON   
 FN0609  ___________________________________________________________________
 FN0609  LAPLACE CORR-          -2.99  (seconds)                    DEFLEC99
 FN0609  GEOID HEIGHT-         -19.01  (meters)                     GEOID03
 FN0609
 FN0609  HORZ ORDER  -  SECOND
 FN0609
 FN0609.The horizontal coordinates were established by classical geodetic methods
 FN0609.and adjusted by the National Geodetic Survey in December 1993..
 FN0609
 FN0609.The NAVD 88 height was computed by applying the VERTCON shift value to
 FN0609.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FN0609
 FN0609.The Laplace correction was computed from DEFLEC99 derived deflections.
 FN0609
 FN0609.The geoid height was determined by GEOID03.
 FN0609
 FN0609;                    North         East     Units Scale Factor Converg.
 FN0609;SPC NM E     -   488,040.274    64,969.771   MT  1.00003236   -0 38 16.3
 FN0609;SPC NM E     - 1,601,178.80    213,154.99   sFT  1.00003236   -0 38 16.3
 FN0609;UTM  13      - 3,917,021.365   460,542.677   MT  0.99961919   -0 15 06.0
 FN0609
 FN0609!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FN0609!SPC NM E     -   0.99970654  x   1.00003236  =   0.99973889
 FN0609!UTM  13      -   0.99970654  x   0.99961919  =   0.99932584
 FN0609
 FN0609:                Primary Azimuth Mark                     Grid Az
 FN0609:SPC NM E     -  3510525005                               092 42 25.0
 FN0609:UTM  13      -  3510525005                               092 19 14.7
 FN0609
 FN0609|---------------------------------------------------------------------|
 FN0609| PID    Reference Object                     Distance      Geod. Az  |
 FN0609|                                                           dddmmss.s |
 FN0609| FN0608 3510525005                          470.692 METERS 0920408.7 |
 FN0609|---------------------------------------------------------------------|
 FN0609
 FN0609                          SUPERSEDED SURVEY CONTROL
 FN0609
 FN0609  NAD 83(1986)-  35 23 44.80322(N)    105 26 04.20711(W) AD(       ) 2
 FN0609  NAD 27      -  35 23 44.64371(N)    105 26 02.16270(W) AD(       ) 2
 FN0609  NGVD 29 (07/19/86) 1888.3    (m)         6195.     (f) VERT ANG       
 FN0609
 FN0609.Superseded values are not recommended for survey control.
 FN0609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0609.See file dsdata.txt to determine how the superseded data were derived.
 FN0609
 FN0609_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV6054317021(NAD 83)
 FN0609_MARKER: DD = SURVEY DISK
 FN0609_SETTING: 66 = SET IN ROCK OUTCROP
 FN0609_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 FN0609_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FN0609+STABILITY: POSITION/ELEVATION WELL
 FN0609_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FN0609+SATELLITE: SATELLITE OBSERVATIONS - November 21, 2003
 FN0609
 FN0609  HISTORY     - Date     Condition        Report By
 FN0609  HISTORY     - 1976     MONUMENTED       NMHD
 FN0609  HISTORY     - 20031121 GOOD             USSURV
 FN0609
 FN0609                          STATION DESCRIPTION
 FN0609
 FN0609'DESCRIBED BY NM HIGHWAY DEPT 1976 (CW)
 FN0609'THE STATION IS LOCATED IN SAN MIGUEL COUNTY, ALONG I-25 AND
 FN0609'IS 18.2 AIRMILES SW OF LAS VEGAS, NEW MEXICO, AND 21.55
 FN0609'ROADMILES NORTH OF THE SAN MIGUEL/SANTA FE COUNTY LINE.
 FN0609'
 FN0609'THE STATION IS AT MILEPOST 323.2.
 FN0609'
 FN0609'TO REACH FROM THE GLORIETA INTERCHANGE OVER I-25, IN GLORIETA, GO
 FN0609'NORTH ON I-25 25.75 MILES TO THE STATION ON THE RIGHT.  THE
 FN0609'STATION IS 89 FEET EAST OF THE CENTERLINE OF THE NORTH BOUND
 FN0609'LANE, AND 20 FEET WEST OF THE R/W FENCELINE.
 FN0609'
 FN0609'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 FN0609'DISK SET IN A DRILL HOLE IN A ROCK OUTCROP AND STAMPED
 FN0609'3510525004, 1976.
 FN0609
 FN0609                          STATION RECOVERY (2003)
 FN0609
 FN0609'RECOVERY NOTE BY UNITED STATES SURVEYOR 2003 (WG)
 FN0609'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0608 ***********************************************************************
 FN0608  DESIGNATION -  3510525005
 FN0608  PID         -  FN0608
 FN0608  STATE/COUNTY-  NM/SAN MIGUEL
 FN0608  USGS QUAD   -  SAN JOSE (1989)
 FN0608
 FN0608                         *CURRENT SURVEY CONTROL
 FN0608  ___________________________________________________________________
 FN0608* NAD 83(1992)-  35 23 44.24669(N)    105 25 45.56821(W)     ADJUSTED  
 FN0608* NAVD 88     -      1888.5    (meters)    6196.     (feet)  VERTCON   
 FN0608  ___________________________________________________________________
 FN0608  LAPLACE CORR-          -2.94  (seconds)                    DEFLEC99
 FN0608  GEOID HEIGHT-         -19.02  (meters)                     GEOID03
 FN0608
 FN0608  HORZ ORDER  -  SECOND
 FN0608
 FN0608.The horizontal coordinates were established by classical geodetic methods
 FN0608.and adjusted by the National Geodetic Survey in December 1993..
 FN0608
 FN0608.The NAVD 88 height was computed by applying the VERTCON shift value to
 FN0608.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FN0608
 FN0608.The Laplace correction was computed from DEFLEC99 derived deflections.
 FN0608
 FN0608.The geoid height was determined by GEOID03.
 FN0608
 FN0608;                    North         East     Units Scale Factor Converg.
 FN0608;SPC NM E     -   488,018.043    65,439.953   MT  1.00003120   -0 38 05.5
 FN0608;SPC NM E     - 1,601,105.86    214,697.58   sFT  1.00003120   -0 38 05.5
 FN0608;UTM  13      - 3,917,002.312   461,012.804   MT  0.99961873   -0 14 55.2
 FN0608
 FN0608!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FN0608!SPC NM E     -   0.99970665  x   1.00003120  =   0.99973784
 FN0608!UTM  13      -   0.99970665  x   0.99961873  =   0.99932549
 FN0608
 FN0608:                Primary Azimuth Mark                     Grid Az
 FN0608:SPC NM E     -  3510525006                               087 08 03.8
 FN0608:UTM  13      -  3510525006                               086 44 53.5
 FN0608
 FN0608|---------------------------------------------------------------------|
 FN0608| PID    Reference Object                     Distance      Geod. Az  |
 FN0608|                                                           dddmmss.s |
 FN0608| FN0607 3510525006                          APPROX. 1.5 KM 0862958.3 |
 FN0608| FN0609 3510525004                          470.692 METERS 2720419.5 |
 FN0608|---------------------------------------------------------------------|
 FN0608
 FN0608                          SUPERSEDED SURVEY CONTROL
 FN0608
 FN0608  NAD 83(1986)-  35 23 44.25144(N)    105 25 45.56702(W) AD(       ) 2
 FN0608  NAD 27      -  35 23 44.09169(N)    105 25 43.52310(W) AD(       ) 2
 FN0608  NGVD 29 (07/19/86) 1887.6    (m)         6193.     (f) VERT ANG       
 FN0608
 FN0608.Superseded values are not recommended for survey control.
 FN0608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0608.See file dsdata.txt to determine how the superseded data were derived.
 FN0608
 FN0608_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV6101317002(NAD 83)
 FN0608_MARKER: DD = SURVEY DISK
 FN0608_SETTING: 66 = SET IN ROCK OUTCROP
 FN0608_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 FN0608_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FN0608+STABILITY: POSITION/ELEVATION WELL
 FN0608
 FN0608  HISTORY     - Date     Condition        Report By
 FN0608  HISTORY     - 1976     MONUMENTED       NMHD
 FN0608
 FN0608                          STATION DESCRIPTION
 FN0608
 FN0608'DESCRIBED BY NM HIGHWAY DEPT 1976 (CW)
 FN0608'THE STATION IS LOCATED IN SAN MIGUEL COUNTY, ALONG I-25 AND
 FN0608'IS 18.0 AIRMILES SW OF LAS VEGAS, NEW MEXICO, AND 22.95
 FN0608'ROADMILES NORTH OF THE SAN MIGUEL/SANTA FE COUNTY LINE.
 FN0608'
 FN0608'THE STATION IS AT MILEPOST 324.1.
 FN0608'
 FN0608'TO REACH FROM THE GLORIETA INTERCHANGE OVER I-25, IN
 FN0608'GLORIETA, GO NORTH ON I-25 26.75 MILES TO THE STATION ON
 FN0608'THE RIGHT.  THE STATION IS 84 FEET EAST OF THE CENTERLINE
 FN0608'OF THE NORTH BOUND LANE, AND 35 FEET WEST OF THE R/W
 FN0608'FENCELINE.  THE STATION IS UNDER A REST AREA SIGN.
 FN0608'
 FN0608'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 FN0608'DISK SET IN A DRILL HOLE IN A ROCK OUTCROP AND STAMPED
 FN0608'3510525005, 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0607 ***********************************************************************
 FN0607  DESIGNATION -  3510525006
 FN0607  PID         -  FN0607
 FN0607  STATE/COUNTY-  NM/SAN MIGUEL
 FN0607  USGS QUAD   -  SAN JOSE (1989)
 FN0607
 FN0607                         *CURRENT SURVEY CONTROL
 FN0607  ___________________________________________________________________
 FN0607* NAD 83(1992)-  35 23 47.14877(N)    105 24 47.55067(W)     ADJUSTED  
 FN0607* NAVD 88     -      1903.0    (meters)    6243.     (feet)  VERTCON   
 FN0607  ___________________________________________________________________
 FN0607  LAPLACE CORR-          -2.92  (seconds)                    DEFLEC99
 FN0607  GEOID HEIGHT-         -19.06  (meters)                     GEOID03
 FN0607
 FN0607  HORZ ORDER  -  SECOND
 FN0607
 FN0607.The horizontal coordinates were established by classical geodetic methods
 FN0607.and adjusted by the National Geodetic Survey in December 1993..
 FN0607
 FN0607.The NAVD 88 height was computed by applying the VERTCON shift value to
 FN0607.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FN0607
 FN0607.The Laplace correction was computed from DEFLEC99 derived deflections.
 FN0607
 FN0607.The geoid height was determined by GEOID03.
 FN0607
 FN0607;                    North         East     Units Scale Factor Converg.
 FN0607;SPC NM E     -   488,091.376    66,904.966   MT  1.00002764   -0 37 32.0
 FN0607;SPC NM E     - 1,601,346.46    219,504.04   sFT  1.00002764   -0 37 32.0
 FN0607;UTM  13      - 3,917,085.483   462,476.687   MT  0.99961735   -0 14 21.6
 FN0607
 FN0607!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FN0607!SPC NM E     -   0.99970438  x   1.00002764  =   0.99973201
 FN0607!UTM  13      -   0.99970438  x   0.99961735  =   0.99932184
 FN0607
 FN0607:                Primary Azimuth Mark                     Grid Az
 FN0607:SPC NM E     -  3510525007                               082 40 56.4
 FN0607:UTM  13      -  3510525007                               082 17 46.0
 FN0607
 FN0607|---------------------------------------------------------------------|
 FN0607| PID    Reference Object                     Distance      Geod. Az  |
 FN0607|                                                           dddmmss.s |
 FN0607| FN0606 3510525007                          APPROX. 1.2 KM 0820324.4 |
 FN0607|---------------------------------------------------------------------|
 FN0607
 FN0607                          SUPERSEDED SURVEY CONTROL
 FN0607
 FN0607  NAD 83(1986)-  35 23 47.15366(N)    105 24 47.54946(W) AD(       ) 2
 FN0607  NAD 27      -  35 23 46.99336(N)    105 24 45.50697(W) AD(       ) 2
 FN0607  NGVD 29 (07/19/86) 1902.1    (m)         6240.     (f) VERT ANG       
 FN0607
 FN0607.Superseded values are not recommended for survey control.
 FN0607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0607.See file dsdata.txt to determine how the superseded data were derived.
 FN0607
 FN0607_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV6247717085(NAD 83)
 FN0607_MARKER: DD = SURVEY DISK
 FN0607_SETTING: 0 = UNSPECIFIED SETTING
 FN0607_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FN0607
 FN0607  HISTORY     - Date     Condition        Report By
 FN0607  HISTORY     - 1976     MONUMENTED       NMHD
 FN0607
 FN0607                          STATION DESCRIPTION
 FN0607
 FN0607'DESCRIBED BY NM HIGHWAY DEPT 1976 (CW)
 FN0607'THE STATION IS LOCATED IN SAN MIGUEL COUNTY, ALONG I-25 AND
 FN0607'IS 17.3 AIRMILES SW OF LAS VEGAS, NEW MEXICO, AND 23.95
 FN0607'ROADMILES NORTH OF THE SAN MIGUEL/SANTA FE COUNTY LINE.
 FN0607'
 FN0607'THE STATION IS AT MILEPOST 325.0.
 FN0607'
 FN0607'TO REACH FROM THE GLORIETA INTERCHANGE OVER I-25, IN
 FN0607'GLORIETA, GO NORTH ON I-25 27.5 MILES TO THE STATION ON THE
 FN0607'RIGHT.  THE STATION IS 30 FEET EAST OF THE CENTERLINE OF
 FN0607'THE NORTH BOUND LANE.
 FN0607'
 FN0607'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION DISK
 FN0607'SET IN A CONCRETE POST PROJECTING ABOUT SIX INCHES ABOVE THE GROUND
 FN0607'AND STAMPED 3510525006, 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0606 ***********************************************************************
 FN0606  DESIGNATION -  3510525007
 FN0606  PID         -  FN0606
 FN0606  STATE/COUNTY-  NM/SAN MIGUEL
 FN0606  USGS QUAD   -  SAN JOSE (1989)
 FN0606
 FN0606                         *CURRENT SURVEY CONTROL
 FN0606  ___________________________________________________________________
 FN0606* NAD 83(1992)-  35 23 52.70941(N)    105 23 58.85483(W)     ADJUSTED  
 FN0606* NAVD 88     -      1931.28   (+/-2cm)    6336.2    (feet)  VERTCON   
 FN0606  ___________________________________________________________________
 FN0606  LAPLACE CORR-          -3.04  (seconds)                    DEFLEC99
 FN0606  GEOID HEIGHT-         -19.09  (meters)                     GEOID03
 FN0606
 FN0606  HORZ ORDER  -  SECOND
 FN0606  VERT ORDER  -  THIRD ? (See Below)
 FN0606
 FN0606.The horizontal coordinates were established by classical geodetic methods
 FN0606.and adjusted by the National Geodetic Survey in December 1993..
 FN0606
 FN0606.The NAVD 88 height was computed by applying the VERTCON shift value to
 FN0606.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FN0606.The vertical order pertains to the NGVD 29 superseded value.
 FN0606
 FN0606.The Laplace correction was computed from DEFLEC99 derived deflections.
 FN0606
 FN0606.The geoid height was determined by GEOID03.
 FN0606
 FN0606;                    North         East     Units Scale Factor Converg.
 FN0606;SPC NM E     -   488,249.410    68,135.609   MT  1.00002468   -0 37 03.8
 FN0606;SPC NM E     - 1,601,864.94    223,541.58   sFT  1.00002468   -0 37 03.8
 FN0606;UTM  13      - 3,917,251.741   463,705.734   MT  0.99961623   -0 13 53.5
 FN0606
 FN0606!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FN0606!SPC NM E     -   0.99969995  x   1.00002468  =   0.99972462
 FN0606!UTM  13      -   0.99969995  x   0.99961623  =   0.99931630
 FN0606
 FN0606:                Primary Azimuth Mark                     Grid Az
 FN0606:SPC NM E     -  3510525008                               097 00 36.8
 FN0606:UTM  13      -  3510525008                               096 37 26.5
 FN0606
 FN0606|---------------------------------------------------------------------|
 FN0606| PID    Reference Object                     Distance      Geod. Az  |
 FN0606|                                                           dddmmss.s |
 FN0606| FN0601 3510525008                          APPROX. 2.3 KM 0962333.0 |
 FN0606|---------------------------------------------------------------------|
 FN0606
 FN0606                          SUPERSEDED SURVEY CONTROL
 FN0606
 FN0606  NAD 83(1986)-  35 23 52.71440(N)    105 23 58.85361(W) AD(       ) 2
 FN0606  NAD 27      -  35 23 52.55378(N)    105 23 56.81239(W) AD(       ) 2
 FN0606  NGVD 29 (07/19/86) 1930.36   (m)         6333.2    (f) LEVELING    3  
 FN0606
 FN0606.Superseded values are not recommended for survey control.
 FN0606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0606.See file dsdata.txt to determine how the superseded data were derived.
 FN0606
 FN0606_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV6370617252(NAD 83)
 FN0606_MARKER: DD = SURVEY DISK
 FN0606_SETTING: 0 = UNSPECIFIED SETTING
 FN0606_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FN0606
 FN0606  HISTORY     - Date     Condition        Report By
 FN0606  HISTORY     - 1976     MONUMENTED       NMHD
 FN0606
 FN0606                          STATION DESCRIPTION
 FN0606
 FN0606'DESCRIBED BY NM HIGHWAY DEPT 1976 (CW)
 FN0606'THE STATION IS LOCATED IN SAN MIGUEL COUNTY, ALONG I-25
 FN0606'AND IS 16.7 AIRMILES SW OF LAS VEGAS, NEW MEXICO, AND 24.70
 FN0606'ROADMILES NORTH OF THE SAN MIGUEL/SANTA FE COUNTY LINE.
 FN0606'
 FN0606'THE STATION IS AT MILEPOST 325.7.
 FN0606'
 FN0606'TO REACH FROM THE GLORIETA INTERCHANGE OVER I-25, IN
 FN0606'GLORIETA, GO NORTH ON I-25 29.0 MILES TO THE STATION ON
 FN0606'THE RIGHT.  THE STATION IS 106 FEET EAST OF THE CENTERLINE OF THE
 FN0606'NORTH BOUND LANE, AND 10 FEET WEST OF THE R/W FENCELINE.
 FN0606'
 FN0606'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 FN0606'DISK SET IN A CONCRETE POST PROJECTING ABOUT SIX INCHES
 FN0606'ABOVE THE GROUND AND STAMPED 3510525007, 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0601 ***********************************************************************
 FN0601  DESIGNATION -  3510525008
 FN0601  PID         -  FN0601
 FN0601  STATE/COUNTY-  NM/SAN MIGUEL
 FN0601  USGS QUAD   -  TECOLOTE (1989)
 FN0601
 FN0601                         *CURRENT SURVEY CONTROL
 FN0601  ___________________________________________________________________
 FN0601* NAD 83(1992)-  35 23 44.44850(N)    105 22 28.90637(W)     ADJUSTED  
 FN0601* NAVD 88     -      1974.9    (meters)    6479.     (feet)  VERTCON   
 FN0601  ___________________________________________________________________
 FN0601  LAPLACE CORR-          -3.89  (seconds)                    DEFLEC99
 FN0601  GEOID HEIGHT-         -19.16  (meters)                     GEOID03
 FN0601
 FN0601  HORZ ORDER  -  SECOND
 FN0601
 FN0601.The horizontal coordinates were established by classical geodetic methods
 FN0601.and adjusted by the National Geodetic Survey in December 1993..
 FN0601
 FN0601.The NAVD 88 height was computed by applying the VERTCON shift value to
 FN0601.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FN0601
 FN0601.The Laplace correction was computed from DEFLEC99 derived deflections.
 FN0601
 FN0601.The geoid height was determined by GEOID03.
 FN0601
 FN0601;                    North         East     Units Scale Factor Converg.
 FN0601;SPC NM E     -   487,970.642    70,402.649   MT  1.00001933   -0 36 11.6
 FN0601;SPC NM E     - 1,600,950.35    230,979.36   sFT  1.00001933   -0 36 11.6
 FN0601;UTM  13      - 3,916,988.368   465,973.678   MT  0.99961427   -0 13 01.3
 FN0601
 FN0601!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FN0601!SPC NM E     -   0.99969312  x   1.00001933  =   0.99971244
 FN0601!UTM  13      -   0.99969312  x   0.99961427  =   0.99930751
 FN0601
 FN0601:                Primary Azimuth Mark                     Grid Az
 FN0601:SPC NM E     -  3510525009                               101 32 27.2
 FN0601:UTM  13      -  3510525009                               101 09 16.9
 FN0601
 FN0601|---------------------------------------------------------------------|
 FN0601| PID    Reference Object                     Distance      Geod. Az  |
 FN0601|                                                           dddmmss.s |
 FN0601| FN0600 3510525009                          APPROX. 1.8 KM 1005615.6 |
 FN0601|---------------------------------------------------------------------|
 FN0601
 FN0601                          SUPERSEDED SURVEY CONTROL
 FN0601
 FN0601  NAD 83(1986)-  35 23 44.45366(N)    105 22 28.90518(W) AD(       ) 2
 FN0601  NAD 27      -  35 23 44.29212(N)    105 22 26.86660(W) AD(       ) 2
 FN0601  NGVD 29 (07/19/86) 1974.0    (m)         6476.     (f) VERT ANG       
 FN0601
 FN0601.Superseded values are not recommended for survey control.
 FN0601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0601.See file dsdata.txt to determine how the superseded data were derived.
 FN0601
 FN0601_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV6597416988(NAD 83)
 FN0601_MARKER: DD = SURVEY DISK
 FN0601_SETTING: 0 = UNSPECIFIED SETTING
 FN0601_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FN0601
 FN0601  HISTORY     - Date     Condition        Report By
 FN0601  HISTORY     - 1976     MONUMENTED       NMHD
 FN0601
 FN0601                          STATION DESCRIPTION
 FN0601
 FN0601'DESCRIBED BY NM HIGHWAY DEPT 1976 (CW)
 FN0601'THE STATION IS LOCATED IN SAN MIGUEL COUNTY, ALONG I-25 AND IS
 FN0601'15.9 AIRMILES SW OF LAS VEGAS, NEW MEXICO, AND 26.20
 FN0601'ROADMILES NORTH OF THE SAN MIGUEL/SANTA FE COUNTY LINE.
 FN0601'
 FN0601'TO STATION IS AT MILEPOST 327.8.
 FN0601'
 FN0601'TO REACH FROM THE GLORIETA INTERCHANGE OVER I-25, IN
 FN0601'GLORIETA, GO NORTH ON I-25 30.15 MILES TO THE STATION ON
 FN0601'THE LEFT.  THE STATION IS 95 FEET EAST OF THE CENTERLINE
 FN0601'OF THE SOUTH BOUND LANE, AND 6 FEET WEST OF THE R/W FENCELINE.
 FN0601'
 FN0601'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY
 FN0601'COMMISSION DISK SET IN A CONCRETE POST PROJECTING ABOUT SIX
 FN0601'INCHES ABOVE THE GROUND AND STAMPED 3510525008, 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0600 ***********************************************************************
 FN0600  DESIGNATION -  3510525009
 FN0600  PID         -  FN0600
 FN0600  STATE/COUNTY-  NM/SAN MIGUEL
 FN0600  USGS QUAD   -  TECOLOTE (1989)
 FN0600
 FN0600                         *CURRENT SURVEY CONTROL
 FN0600  ___________________________________________________________________
 FN0600* NAD 83(1992)-  35 23 33.08676(N)    105 21 17.14538(W)     ADJUSTED  
 FN0600* NAVD 88     -      1961.1    (meters)    6434.     (feet)  VERTCON   
 FN0600  ___________________________________________________________________
 FN0600  LAPLACE CORR-          -4.67  (seconds)                    DEFLEC99
 FN0600  GEOID HEIGHT-         -19.23  (meters)                     GEOID03
 FN0600
 FN0600  HORZ ORDER  -  SECOND
 FN0600
 FN0600.The horizontal coordinates were established by classical geodetic methods
 FN0600.and adjusted by the National Geodetic Survey in December 1993..
 FN0600
 FN0600.The NAVD 88 height was computed by applying the VERTCON shift value to
 FN0600.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FN0600
 FN0600.The Laplace correction was computed from DEFLEC99 derived deflections.
 FN0600
 FN0600.The geoid height was determined by GEOID03.
 FN0600
 FN0600;                    North         East     Units Scale Factor Converg.
 FN0600;SPC NM E     -   487,601.617    72,209.865   MT  1.00001516   -0 35 29.9
 FN0600;SPC NM E     - 1,599,739.64    236,908.53   sFT  1.00001516   -0 35 29.9
 FN0600;UTM  13      - 3,916,631.675   467,782.610   MT  0.99961279   -0 12 19.7
 FN0600
 FN0600!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FN0600!SPC NM E     -   0.99969529  x   1.00001516  =   0.99971045
 FN0600!UTM  13      -   0.99969529  x   0.99961279  =   0.99930820
 FN0600
 FN0600:                Primary Azimuth Mark                     Grid Az
 FN0600:SPC NM E     -  3510525010                               091 01 51.5
 FN0600:UTM  13      -  3510525010                               090 38 41.3
 FN0600
 FN0600|---------------------------------------------------------------------|
 FN0600| PID    Reference Object                     Distance      Geod. Az  |
 FN0600|                                                           dddmmss.s |
 FN0600| FN0599 3510525010                          APPROX. 1.5 KM 0902621.6 |
 FN0600|---------------------------------------------------------------------|
 FN0600
 FN0600                          SUPERSEDED SURVEY CONTROL
 FN0600
 FN0600  NAD 83(1986)-  35 23 33.09206(N)    105 21 17.14415(W) AD(       ) 2
 FN0600  NAD 27      -  35 23 32.92961(N)    105 21 15.10768(W) AD(       ) 2
 FN0600  NGVD 29 (07/19/86) 1960.2    (m)         6431.     (f) VERT ANG       
 FN0600
 FN0600.Superseded values are not recommended for survey control.
 FN0600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0600.See file dsdata.txt to determine how the superseded data were derived.
 FN0600
 FN0600_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV6778316632(NAD 83)
 FN0600_MARKER: DD = SURVEY DISK
 FN0600_SETTING: 0 = UNSPECIFIED SETTING
 FN0600_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FN0600
 FN0600  HISTORY     - Date     Condition        Report By
 FN0600  HISTORY     - 1976     MONUMENTED       NMHD
 FN0600
 FN0600                          STATION DESCRIPTION
 FN0600
 FN0600'DESCRIBED BY NM HIGHWAY DEPT 1976 (CW)
 FN0600'THE STATION IS LOCATED IN SAN MIGUEL COUNTY, ALONG I-25 AND
 FN0600'IS 15.4 AIRMILES SW OF LAS VEGAS, NEW MEXICO, AND 27.35
 FN0600'ROADMILES NORTH OF THE SAN MIGUEL/SANTA FE COUNTY LINE.
 FN0600'
 FN0600'THE STATION IS AT MILEPOST 328.3.
 FN0600'
 FN0600'TO REACH FROM THE GLORIETA INTERCHANGE OVER I-25, IN
 FN0600'GLORIETA, GO NORTH ON I-25 31.15 MILES TO THE STATION ON
 FN0600'THE RIGHT.  THE STATION IS 31 FEET EAST OF THE CENTERLINE OF
 FN0600'THE NORTH BOUND LANE, AND 70 FEET WEST OF THE R/W FENCELINE.
 FN0600'
 FN0600'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 FN0600'DISK SET IN A CONCRETE POST PROJECTING ABOUT SIX INCHES ABOVE
 FN0600'THE GROUND AND STAMPED 3510525009, 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0599 ***********************************************************************
 FN0599  DESIGNATION -  3510525010
 FN0599  PID         -  FN0599
 FN0599  STATE/COUNTY-  NM/SAN MIGUEL
 FN0599  USGS QUAD   -  TECOLOTE (1989)
 FN0599
 FN0599                         *CURRENT SURVEY CONTROL
 FN0599  ___________________________________________________________________
 FN0599* NAD 83(1992)-  35 23 32.70078(N)    105 20 16.35015(W)     ADJUSTED  
 FN0599* NAVD 88     -      1934.4    (meters)    6346.     (feet)  VERTCON   
 FN0599  ___________________________________________________________________
 FN0599  LAPLACE CORR-          -5.08  (seconds)                    DEFLEC99
 FN0599  GEOID HEIGHT-         -19.28  (meters)                     GEOID03
 FN0599
 FN0599  HORZ ORDER  -  SECOND
 FN0599
 FN0599.The horizontal coordinates were established by classical geodetic methods
 FN0599.and adjusted by the National Geodetic Survey in December 1993..
 FN0599
 FN0599.The NAVD 88 height was computed by applying the VERTCON shift value to
 FN0599.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FN0599
 FN0599.The Laplace correction was computed from DEFLEC99 derived deflections.
 FN0599
 FN0599.The geoid height was determined by GEOID03.
 FN0599
 FN0599;                    North         East     Units Scale Factor Converg.
 FN0599;SPC NM E     -   487,574.011    73,743.921   MT  1.00001168   -0 34 54.6
 FN0599;SPC NM E     - 1,599,649.07    241,941.51   sFT  1.00001168   -0 34 54.6
 FN0599;UTM  13      - 3,916,614.416   469,316.202   MT  0.99961160   -0 11 44.5
 FN0599
 FN0599!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FN0599!SPC NM E     -   0.99969949  x   1.00001168  =   0.99971117
 FN0599!UTM  13      -   0.99969949  x   0.99961160  =   0.99931121
 FN0599
 FN0599:                Primary Azimuth Mark                     Grid Az
 FN0599:SPC NM E     -  BERNAL AZ MK 2                           079 08 29.9
 FN0599:UTM  13      -  BERNAL AZ MK 2                           078 45 19.8
 FN0599
 FN0599|---------------------------------------------------------------------|
 FN0599| PID    Reference Object                     Distance      Geod. Az  |
 FN0599|                                                           dddmmss.s |
 FN0599| FN0598 BERNAL AZ MK 2                      APPROX. 1.3 KM 0783335.3 |
 FN0599|---------------------------------------------------------------------|
 FN0599
 FN0599                          SUPERSEDED SURVEY CONTROL
 FN0599
 FN0599  NAD 83(1986)-  35 23 32.70619(N)    105 20 16.34891(W) AD(       ) 2
 FN0599  NAD 27      -  35 23 32.54321(N)    105 20 14.31411(W) AD(       ) 2
 FN0599  NGVD 29 (07/19/86) 1933.5    (m)         6343.     (f) VERT ANG       
 FN0599
 FN0599.Superseded values are not recommended for survey control.
 FN0599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0599.See file dsdata.txt to determine how the superseded data were derived.
 FN0599
 FN0599_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV6931616614(NAD 83)
 FN0599_MARKER: DD = SURVEY DISK
 FN0599_SETTING: 0 = UNSPECIFIED SETTING
 FN0599_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FN0599
 FN0599  HISTORY     - Date     Condition        Report By
 FN0599  HISTORY     - 1976     MONUMENTED       NMHD
 FN0599
 FN0599                          STATION DESCRIPTION
 FN0599
 FN0599'DESCRIBED BY NM HIGHWAY DEPT 1976 (CW)
 FN0599'THE STATION IS LOCATED IN SAN MIGUEL COUNTY, ALONG I-25 AND IS
 FN0599'14.9 AIRMILES SSW OF LAS VEGAS, NEW MEXICO, AND 28.35 ROADMILES
 FN0599'NORTH OF THE SAN MIGUEL/SANTA FE COUNTY LINE.
 FN0599'
 FN0599'THE STATION IS AT MILEPOST 329.2.
 FN0599'
 FN0599'TO REACH FROM THE GLORIETA INTERCHANGE OVER I-25, IN
 FN0599'GLORIETA, GO NORTH ON I-25 32.0 MILES TO THE STATION ON THE
 FN0599'RIGHT.  THE STATION IS 81 FEET EAST OF THE CENTERLINE OF THE
 FN0599'NORTH BOUND LANE, AND 39 FEET WEST OF THE R/W FENCELINE.
 FN0599'
 FN0599'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 FN0599'DISK SET IN A CONCRETE POST PROJECTING ABOUT SIX INCHES ABOVE
 FN0599'THE GROUND AND STAMPED 3510525010, 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0597 ***********************************************************************
 FN0597  DESIGNATION -  3510525012
 FN0597  PID         -  FN0597
 FN0597  STATE/COUNTY-  NM/SAN MIGUEL
 FN0597  USGS QUAD   -  TECOLOTE (1989)
 FN0597
 FN0597                         *CURRENT SURVEY CONTROL
 FN0597  ___________________________________________________________________
 FN0597* NAD 83(1992)-  35 24 02.19413(N)    105 18 59.28755(W)     ADJUSTED  
 FN0597* NAVD 88     -      1906.7    (meters)    6256.     (feet)  VERTCON   
 FN0597  ___________________________________________________________________
 FN0597  LAPLACE CORR-          -5.30  (seconds)                    DEFLEC99
 FN0597  GEOID HEIGHT-         -19.32  (meters)                     GEOID03
 FN0597
 FN0597  HORZ ORDER  -  SECOND
 FN0597
 FN0597.The horizontal coordinates were established by classical geodetic methods
 FN0597.and adjusted by the National Geodetic Survey in December 1993..
 FN0597
 FN0597.The NAVD 88 height was computed by applying the VERTCON shift value to
 FN0597.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FN0597
 FN0597.The Laplace correction was computed from DEFLEC99 derived deflections.
 FN0597
 FN0597.The geoid height was determined by GEOID03.
 FN0597
 FN0597;                    North         East     Units Scale Factor Converg.
 FN0597;SPC NM E     -   488,463.385    75,697.641   MT  1.00000734   -0 34 10.4
 FN0597;SPC NM E     - 1,602,566.96    248,351.34   sFT  1.00000734   -0 34 10.4
 FN0597;UTM  13      - 3,917,516.579   471,263.106   MT  0.99961018   -0 10 60.0
 FN0597
 FN0597!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FN0597!SPC NM E     -   0.99970384  x   1.00000734  =   0.99971118
 FN0597!UTM  13      -   0.99970384  x   0.99961018  =   0.99931414
 FN0597
 FN0597:                Primary Azimuth Mark                     Grid Az
 FN0597:SPC NM E     -  3510525013                               030 45 44.7
 FN0597:UTM  13      -  3510525013                               030 22 34.3
 FN0597
 FN0597|---------------------------------------------------------------------|
 FN0597| PID    Reference Object                     Distance      Geod. Az  |
 FN0597|                                                           dddmmss.s |
 FN0597| FN0596 3510525013                          APPROX. 1.9 KM 0301134.3 |
 FN0597|---------------------------------------------------------------------|
 FN0597
 FN0597                          SUPERSEDED SURVEY CONTROL
 FN0597
 FN0597  NAD 83(1986)-  35 24 02.19967(N)    105 18 59.28635(W) AD(       ) 2
 FN0597  NAD 27      -  35 24 02.03674(N)    105 18 57.25336(W) AD(       ) 2
 FN0597  NGVD 29 (07/19/86) 1905.8    (m)         6253.     (f) VERT ANG       
 FN0597
 FN0597.Superseded values are not recommended for survey control.
 FN0597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0597.See file dsdata.txt to determine how the superseded data were derived.
 FN0597
 FN0597_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV7126317517(NAD 83)
 FN0597_MARKER: DD = SURVEY DISK
 FN0597_SETTING: 0 = UNSPECIFIED SETTING
 FN0597_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FN0597
 FN0597  HISTORY     - Date     Condition        Report By
 FN0597  HISTORY     - 1976     MONUMENTED       NMHD
 FN0597
 FN0597                          STATION DESCRIPTION
 FN0597
 FN0597'DESCRIBED BY NM HIGHWAY DEPT 1976 (CW)
 FN0597'THE STATION IS LOCATED IN SAN MIGUEL COUNTY, ALONG I-25 AND IS
 FN0597'13.8 AIRMILES SSW OF LAS VEGAS, NEW MEXICO, AND 29.80 ROADMILES
 FN0597'NORTH OF THE SAN MIGUEL/SANTA FE COUNTY LINE.
 FN0597'
 FN0597'THE STATION IS AT MILEPOST 330.7.
 FN0597'
 FN0597'TO REACH FROM THE GLORIETA INTERCHANGE OVER I-25, IN
 FN0597'GLORIETA, GO NORTH ON I-25 33.45 MILES TO THE STATION ON THE
 FN0597'RIGHT.  THE STATION IS 85 FEET EAST OF THE CENTERLINE OF THE NORTH
 FN0597'BOUND LANE, AND 34 FEET WEST OF THE R/W FENCELINE.
 FN0597'
 FN0597'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 FN0597'DISK SET IN A CONCRETE POST PROJECTING ABOUT SIX INCHES ABOVE
 FN0597'THE GROUND AND STAMPED 3510525012, 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0596 ***********************************************************************
 FN0596  DESIGNATION -  3510525013
 FN0596  PID         -  FN0596
 FN0596  STATE/COUNTY-  NM/SAN MIGUEL
 FN0596  USGS QUAD   -  TECOLOTE (1989)
 FN0596
 FN0596                         *CURRENT SURVEY CONTROL
 FN0596  ___________________________________________________________________
 FN0596* NAD 83(1992)-  35 24 55.50644(N)    105 18 21.39386(W)     ADJUSTED  
 FN0596* NAVD 88     -      1960.2    (meters)    6431.     (feet)  VERTCON   
 FN0596  ___________________________________________________________________
 FN0596  LAPLACE CORR-          -5.20  (seconds)                    DEFLEC99
 FN0596  GEOID HEIGHT-         -19.30  (meters)                     GEOID03
 FN0596
 FN0596  HORZ ORDER  -  SECOND
 FN0596
 FN0596.The horizontal coordinates were established by classical geodetic methods
 FN0596.and adjusted by the National Geodetic Survey in December 1993..
 FN0596
 FN0596.The NAVD 88 height was computed by applying the VERTCON shift value to
 FN0596.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FN0596
 FN0596.The Laplace correction was computed from DEFLEC99 derived deflections.
 FN0596
 FN0596.The geoid height was determined by GEOID03.
 FN0596
 FN0596;                    North         East     Units Scale Factor Converg.
 FN0596;SPC NM E     -   490,096.887    76,669.956   MT  1.00000521   -0 33 49.2
 FN0596;SPC NM E     - 1,607,926.20    251,541.35   sFT  1.00000521   -0 33 49.2
 FN0596;UTM  13      - 3,919,155.949   472,224.004   MT  0.99960951   -0 10 38.3
 FN0596
 FN0596!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FN0596!SPC NM E     -   0.99969545  x   1.00000521  =   0.99970065
 FN0596!UTM  13      -   0.99969545  x   0.99960951  =   0.99930508
 FN0596
 FN0596:                Primary Azimuth Mark                     Grid Az
 FN0596:SPC NM E     -  3510525014                               033 46 36.2
 FN0596:UTM  13      -  3510525014                               033 23 25.3
 FN0596
 FN0596|---------------------------------------------------------------------|
 FN0596| PID    Reference Object                     Distance      Geod. Az  |
 FN0596|                                                           dddmmss.s |
 FN0596| FN0595 3510525014                          APPROX. 2.1 KM 0331247.0 |
 FN0596|---------------------------------------------------------------------|
 FN0596
 FN0596                          SUPERSEDED SURVEY CONTROL
 FN0596
 FN0596  NAD 83(1986)-  35 24 55.51200(N)    105 18 21.39275(W) AD(       ) 2
 FN0596  NAD 27      -  35 24 55.34990(N)    105 18 19.36051(W) AD(       ) 2
 FN0596  NGVD 29 (07/19/86) 1959.3    (m)         6428.     (f) VERT ANG       
 FN0596
 FN0596.Superseded values are not recommended for survey control.
 FN0596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0596.See file dsdata.txt to determine how the superseded data were derived.
 FN0596
 FN0596_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV7222419156(NAD 83)
 FN0596_MARKER: DD = SURVEY DISK
 FN0596_SETTING: 0 = UNSPECIFIED SETTING
 FN0596_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FN0596
 FN0596  HISTORY     - Date     Condition        Report By
 FN0596  HISTORY     - 1976     MONUMENTED       NMHD
 FN0596
 FN0596                          STATION DESCRIPTION
 FN0596
 FN0596'DESCRIBED BY NM HIGHWAY DEPT 1976 (CW)
 FN0596'THE STATION IS LOCATED IN SAN MIGUEL COUNTY, ALONG I-25 AND IS
 FN0596'12.6 AIRMILES SSW OF LAS VEGAS, NEW MEXICO, AND 31.0 ROADMILES
 FN0596'NORTH OF THE SAN MIGUEL/SANTA FE COUNTY LINE.
 FN0596'
 FN0596'THE STATION IS AT MILEPOST 331.9.
 FN0596'
 FN0596'TO REACH FROM THE GLORIETA INTERCHANGE OVER I-25, IN
 FN0596'GLORIETA, GO NORTH ON I-25 34.90 MILES TO THE STATION ON THE
 FN0596'RIGHT.  THE STATION IS 70 FEET EAST OF THE CENTERLINE OF THE
 FN0596'NORTH BOUND LANE, AND 30 FEET WEST OF THE R/W FENCELINE.
 FN0596'
 FN0596'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 FN0596'DISK SET IN A CONCRETE POST PROJECTING ABOUT SIX INCHES ABOVE
 FN0596'THE GROUND AND STAMPED 3510525013, 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0595 ***********************************************************************
 FN0595  DESIGNATION -  3510525014
 FN0595  PID         -  FN0595
 FN0595  STATE/COUNTY-  NM/SAN MIGUEL
 FN0595  USGS QUAD   -  TECOLOTE (1989)
 FN0595
 FN0595                         *CURRENT SURVEY CONTROL
 FN0595  ___________________________________________________________________
 FN0595* NAD 83(1992)-  35 25 53.80749(N)    105 17 34.75508(W)     ADJUSTED  
 FN0595* NAVD 88     -      1927.0    (meters)    6322.     (feet)  VERTCON   
 FN0595  ___________________________________________________________________
 FN0595  LAPLACE CORR-          -5.21  (seconds)                    DEFLEC99
 FN0595  GEOID HEIGHT-         -19.28  (meters)                     GEOID03
 FN0595
 FN0595  HORZ ORDER  -  SECOND
 FN0595
 FN0595.The horizontal coordinates were established by classical geodetic methods
 FN0595.and adjusted by the National Geodetic Survey in December 1993..
 FN0595
 FN0595.The NAVD 88 height was computed by applying the VERTCON shift value to
 FN0595.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FN0595
 FN0595.The Laplace correction was computed from DEFLEC99 derived deflections.
 FN0595
 FN0595.The geoid height was determined by GEOID03.
 FN0595
 FN0595;                    North         East     Units Scale Factor Converg.
 FN0595;SPC NM E     -   491,882.088    77,863.998   MT  1.00000263   -0 33 23.0
 FN0595;SPC NM E     - 1,613,783.15    255,458.80   sFT  1.00000263   -0 33 23.0
 FN0595;UTM  13      - 3,920,948.455   473,405.512   MT  0.99960872   -0 10 11.5
 FN0595
 FN0595!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FN0595!SPC NM E     -   0.99970065  x   1.00000263  =   0.99970328
 FN0595!UTM  13      -   0.99970065  x   0.99960872  =   0.99930949
 FN0595
 FN0595:                Primary Azimuth Mark                     Grid Az
 FN0595:SPC NM E     -  TECH                                     031 48 33.2
 FN0595:UTM  13      -  TECH                                     031 25 21.7
 FN0595
 FN0595|---------------------------------------------------------------------|
 FN0595| PID    Reference Object                     Distance      Geod. Az  |
 FN0595|                                                           dddmmss.s |
 FN0595| FN0594 TECH                                APPROX. 1.9 KM 0311510.2 |
 FN0595|---------------------------------------------------------------------|
 FN0595
 FN0595                          SUPERSEDED SURVEY CONTROL
 FN0595
 FN0595  NAD 83(1986)-  35 25 53.81311(N)    105 17 34.75409(W) AD(       ) 2
 FN0595  NAD 27      -  35 25 53.65169(N)    105 17 32.72276(W) AD(       ) 2
 FN0595  NGVD 29 (07/19/86) 1926.1    (m)         6319.     (f) VERT ANG       
 FN0595
 FN0595.Superseded values are not recommended for survey control.
 FN0595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0595.See file dsdata.txt to determine how the superseded data were derived.
 FN0595
 FN0595_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV7340620948(NAD 83)
 FN0595_MARKER: DD = SURVEY DISK
 FN0595_SETTING: 0 = UNSPECIFIED SETTING
 FN0595_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FN0595
 FN0595  HISTORY     - Date     Condition        Report By
 FN0595  HISTORY     - 1976     MONUMENTED       NMHD
 FN0595
 FN0595                          STATION DESCRIPTION
 FN0595
 FN0595'DESCRIBED BY NM HIGHWAY DEPT 1976 (CW)
 FN0595'THE STATION IS LOCATED IN SAN MIGUEL COUNTY, ALONG I-25 AND IS
 FN0595'11.3 AIRMILES SSW OF LAS VEGAS, NEW MEXICO, AND 32.40 ROADMILES
 FN0595'NORTH OF THE SAN MIGUEL/SANTA FE COUNTY LINE.
 FN0595'
 FN0595'THE STATION IS AT MILEPOST 333.2.
 FN0595'
 FN0595'TO REACH FROM THE GLORIETA INTERCHANGE OVER I-25, IN GLORIETA, GO
 FN0595'NORTH ON I-25 36.15 MILES TO THE STATION ON THE RIGHT.  THE
 FN0595'STATION IS 92 FEET EAST OF THE CENTERLINE OF THE NORTH BOUND
 FN0595'LANE, AND 8 FEET WEST OF THE R/W FENCELINE.
 FN0595'
 FN0595'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 FN0595'DISK SET IN A CONCRETE POST PROJECTING ABOUT SIX INCHES ABOVE
 FN0595'THE GROUND AND STAMPED 3510525014, 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0593 ***********************************************************************
 FN0593  DESIGNATION -  3510525015
 FN0593  PID         -  FN0593
 FN0593  STATE/COUNTY-  NM/SAN MIGUEL
 FN0593  USGS QUAD   -  TECOLOTE (1989)
 FN0593
 FN0593                         *CURRENT SURVEY CONTROL
 FN0593  ___________________________________________________________________
 FN0593* NAD 83(1992)-  35 28 01.23929(N)    105 16 33.00961(W)     ADJUSTED  
 FN0593* NAVD 88     -      1940.2    (meters)    6365.     (feet)  VERTCON   
 FN0593  ___________________________________________________________________
 FN0593  LAPLACE CORR-          -4.30  (seconds)                    DEFLEC99
 FN0593  GEOID HEIGHT-         -19.19  (meters)                     GEOID03
 FN0593
 FN0593  HORZ ORDER  -  SECOND
 FN0593
 FN0593.The horizontal coordinates were established by classical geodetic methods
 FN0593.and adjusted by the National Geodetic Survey in December 1993..
 FN0593
 FN0593.The NAVD 88 height was computed by applying the VERTCON shift value to
 FN0593.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FN0593
 FN0593.The Laplace correction was computed from DEFLEC99 derived deflections.
 FN0593
 FN0593.The geoid height was determined by GEOID03.
 FN0593
 FN0593;                    North         East     Units Scale Factor Converg.
 FN0593;SPC NM E     -   495,794.254    79,458.863   MT  0.99999923   -0 32 48.9
 FN0593;SPC NM E     - 1,626,618.31    260,691.29   sFT  0.99999923   -0 32 48.9
 FN0593;UTM  13      - 3,924,869.754   474,973.322   MT  0.99960772   -0 09 36.2
 FN0593
 FN0593!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FN0593!SPC NM E     -   0.99969857  x   0.99999923  =   0.99969780
 FN0593!UTM  13      -   0.99969857  x   0.99960772  =   0.99930641
 FN0593
 FN0593:                Primary Azimuth Mark                     Grid Az
 FN0593:SPC NM E     -  3510525016                               004 33 31.0
 FN0593:UTM  13      -  3510525016                               004 10 18.3
 FN0593
 FN0593|---------------------------------------------------------------------|
 FN0593| PID    Reference Object                     Distance      Geod. Az  |
 FN0593|                                                           dddmmss.s |
 FN0593| FN0592 3510525016                          APPROX. 1.4 KM 0040042.1 |
 FN0593|---------------------------------------------------------------------|
 FN0593
 FN0593                          SUPERSEDED SURVEY CONTROL
 FN0593
 FN0593  NAD 83(1986)-  35 28 01.24502(N)    105 16 33.00872(W) AD(       ) 2
 FN0593  NAD 27      -  35 28 01.08540(N)    105 16 30.97816(W) AD(       ) 2
 FN0593  NGVD 29 (07/19/86) 1939.3    (m)         6363.     (f) VERT ANG       
 FN0593
 FN0593.Superseded values are not recommended for survey control.
 FN0593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0593.See file dsdata.txt to determine how the superseded data were derived.
 FN0593
 FN0593_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV7497324870(NAD 83)
 FN0593_MARKER: DD = SURVEY DISK
 FN0593_SETTING: 0 = UNSPECIFIED SETTING
 FN0593_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FN0593
 FN0593  HISTORY     - Date     Condition        Report By
 FN0593  HISTORY     - 1976     MONUMENTED       NMHD
 FN0593
 FN0593                          STATION DESCRIPTION
 FN0593
 FN0593'DESCRIBED BY NM HIGHWAY DEPT 1976 (CW)
 FN0593'THE STATION IS LOCATED IN SAN MIGUEL COUNTY, ALONG I-25 AND IS
 FN0593'8.7 AIRMILES SSW OF LAS VEGAS, NEW MEXICO, AND 35.10 ROADMILES
 FN0593'NORTH OF THE SAN MIGUEL/SANTA FE COUNTY LINE.
 FN0593'
 FN0593'THE STATION IS AT MILEPOST 335.9.
 FN0593'
 FN0593'TO REACH FROM THE GLORIETA INTERCHANGE OVER I-25, IN
 FN0593'GLORIETA, GO NORTH ON I-25 38.85 MILES TO THE STATION ON THE
 FN0593'RIGHT.  THE STATION IS 72 FEET EAST OF THE CENTERLINE OF THE
 FN0593'NORTH BOUND LANE, AND 3 FEET WEST OF THE R/W FENCELINE.
 FN0593'
 FN0593'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 FN0593'DISK SET IN A CONCRETE POST PROJECTING ABOUT SIX INCHES ABOVE THE
 FN0593'GROUND AND STAMPED 3510525015, 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0592 ***********************************************************************
 FN0592  DESIGNATION -  3510525016
 FN0592  PID         -  FN0592
 FN0592  STATE/COUNTY-  NM/SAN MIGUEL
 FN0592  USGS QUAD   -  TECOLOTE (1989)
 FN0592
 FN0592                         *CURRENT SURVEY CONTROL
 FN0592  ___________________________________________________________________
 FN0592* NAD 83(1992)-  35 28 44.98679(N)    105 16 29.25873(W)     ADJUSTED  
 FN0592* NAVD 88     -      1978.6    (meters)    6491.     (feet)  VERTCON   
 FN0592  ___________________________________________________________________
 FN0592  LAPLACE CORR-          -4.26  (seconds)                    DEFLEC99
 FN0592  GEOID HEIGHT-         -19.15  (meters)                     GEOID03
 FN0592
 FN0592  HORZ ORDER  -  SECOND
 FN0592
 FN0592.The horizontal coordinates were established by classical geodetic methods
 FN0592.and adjusted by the National Geodetic Survey in December 1993..
 FN0592
 FN0592.The NAVD 88 height was computed by applying the VERTCON shift value to
 FN0592.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FN0592
 FN0592.The Laplace correction was computed from DEFLEC99 derived deflections.
 FN0592
 FN0592.The geoid height was determined by GEOID03.
 FN0592
 FN0592;                    North         East     Units Scale Factor Converg.
 FN0592;SPC NM E     -   497,141.554    79,566.286   MT  0.99999901   -0 32 47.3
 FN0592;SPC NM E     - 1,631,038.58    261,043.72   sFT  0.99999901   -0 32 47.3
 FN0592;UTM  13      - 3,926,217.221   475,071.606   MT  0.99960766   -0 09 34.2
 FN0592
 FN0592!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FN0592!SPC NM E     -   0.99969254  x   0.99999901  =   0.99969155
 FN0592!UTM  13      -   0.99969254  x   0.99960766  =   0.99930032
 FN0592
 FN0592:                Primary Azimuth Mark                     Grid Az
 FN0592:SPC NM E     -  3510525017                               021 29 18.4
 FN0592:UTM  13      -  3510525017                               021 06 05.3
 FN0592
 FN0592|---------------------------------------------------------------------|
 FN0592| PID    Reference Object                     Distance      Geod. Az  |
 FN0592|                                                           dddmmss.s |
 FN0592| FN0591 3510525017                          APPROX. 2.1 KM 0205631.1 |
 FN0592|---------------------------------------------------------------------|
 FN0592
 FN0592                          SUPERSEDED SURVEY CONTROL
 FN0592
 FN0592  NAD 83(1986)-  35 28 44.99256(N)    105 16 29.25784(W) AD(       ) 2
 FN0592  NAD 27      -  35 28 44.83378(N)    105 16 27.22693(W) AD(       ) 2
 FN0592  NGVD 29 (07/19/86) 1977.7    (m)         6489.     (f) VERT ANG       
 FN0592
 FN0592.Superseded values are not recommended for survey control.
 FN0592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0592.See file dsdata.txt to determine how the superseded data were derived.
 FN0592
 FN0592_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV7507226217(NAD 83)
 FN0592_MARKER: DD = SURVEY DISK
 FN0592_SETTING: 0 = UNSPECIFIED SETTING
 FN0592_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FN0592
 FN0592  HISTORY     - Date     Condition        Report By
 FN0592  HISTORY     - 1976     MONUMENTED       NMHD
 FN0592
 FN0592                          STATION DESCRIPTION
 FN0592
 FN0592'DESCRIBED BY NM HIGHWAY DEPT 1976 (CW)
 FN0592'THE STATION IS LOCATED IN SAN MIGUEL COUNTY, ALONG I-25 AND IS
 FN0592'7.9 AIRMILES SSW OF LAS VEGAS, NEW MEXICO, AND 36.0 ROADMILES
 FN0592'NORTH OF THE SAN MIGUEL/SANTA FE COUNTY LINE.
 FN0592'
 FN0592'THE STATION IS AT MILEPOST 336.7.
 FN0592'
 FN0592'TO REACH FROM THE GLORIETA INTERCHANGE OVER I-25, IN
 FN0592'GLORIETA, GO NORTH ON I-25 39.75 MILES TO THE STATION ON THE
 FN0592'LEFT.  THE STATION IS 77 FEET EAST OF THE CENTERLINE OF THE SOUTH
 FN0592'BOUND LANE, AND 3 FEET WEST OF THE R/W FENCELINE.
 FN0592'
 FN0592'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 FN0592'DISK SET IN A CONCRETE POST PROJECTING ABOUT SIX INCHES ABOVE
 FN0592'THE GROUND AND STAMPED 3510525016, 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0591 ***********************************************************************
 FN0591  DESIGNATION -  3510525017
 FN0591  PID         -  FN0591
 FN0591  STATE/COUNTY-  NM/SAN MIGUEL
 FN0591  USGS QUAD   -  TECOLOTE (1989)
 FN0591
 FN0591                         *CURRENT SURVEY CONTROL
 FN0591  ___________________________________________________________________
 FN0591* NAD 83(1992)-  35 29 49.50622(N)    105 15 59.06472(W)     ADJUSTED  
 FN0591* NAVD 88     -      2006.7    (meters)    6584.     (feet)  VERTCON   
 FN0591  ___________________________________________________________________
 FN0591  LAPLACE CORR-          -4.10  (seconds)                    DEFLEC99
 FN0591  GEOID HEIGHT-         -19.11  (meters)                     GEOID03
 FN0591
 FN0591  HORZ ORDER  -  SECOND
 FN0591
 FN0591.The horizontal coordinates were established by classical geodetic methods
 FN0591.and adjusted by the National Geodetic Survey in December 1993..
 FN0591
 FN0591.The NAVD 88 height was computed by applying the VERTCON shift value to
 FN0591.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FN0591
 FN0591.The Laplace correction was computed from DEFLEC99 derived deflections.
 FN0591
 FN0591.The geoid height was determined by GEOID03.
 FN0591
 FN0591;                    North         East     Units Scale Factor Converg.
 FN0591;SPC NM E     -   499,122.677    80,346.215   MT  0.99999737   -0 32 30.6
 FN0591;SPC NM E     - 1,637,538.32    263,602.54   sFT  0.99999737   -0 32 30.6
 FN0591;UTM  13      - 3,928,202.792   475,837.834   MT  0.99960719   -0 09 16.9
 FN0591
 FN0591!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FN0591!SPC NM E     -   0.99968812  x   0.99999737  =   0.99968549
 FN0591!UTM  13      -   0.99968812  x   0.99960719  =   0.99929544
 FN0591
 FN0591:                Primary Azimuth Mark                     Grid Az
 FN0591:SPC NM E     -  MANGUS                                   022 52 18.6
 FN0591:UTM  13      -  MANGUS                                   022 29 04.9
 FN0591
 FN0591|---------------------------------------------------------------------|
 FN0591| PID    Reference Object                     Distance      Geod. Az  |
 FN0591|                                                           dddmmss.s |
 FN0591| FN0570 MANGUS                              APPROX. 1.7 KM 0221948.0 |
 FN0591|---------------------------------------------------------------------|
 FN0591
 FN0591                          SUPERSEDED SURVEY CONTROL
 FN0591
 FN0591  NAD 83(1986)-  35 29 49.51202(N)    105 15 59.06380(W) AD(       ) 2
 FN0591  NAD 27      -  35 29 49.35398(N)    105 15 57.03295(W) AD(       ) 2
 FN0591  NGVD 29 (07/19/86) 2005.8    (m)         6581.     (f) VERT ANG       
 FN0591
 FN0591.Superseded values are not recommended for survey control.
 FN0591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0591.See file dsdata.txt to determine how the superseded data were derived.
 FN0591
 FN0591_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV7583828203(NAD 83)
 FN0591_MARKER: DD = SURVEY DISK
 FN0591_SETTING: 0 = UNSPECIFIED SETTING
 FN0591_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FN0591
 FN0591  HISTORY     - Date     Condition        Report By
 FN0591  HISTORY     - 1976     MONUMENTED       NMHD
 FN0591
 FN0591                          STATION DESCRIPTION
 FN0591
 FN0591'DESCRIBED BY NM HIGHWAY DEPT 1976 (CW)
 FN0591'THE STATION IS LOCATED IN SAN MIGUEL COUNTY, ALONG I-25 AND IS
 FN0591'6.6 AIRMILES SW OF LAS VEGAS, NEW MEXICO, AND 37.35 ROADMILES
 FN0591'NORTH OF THE SAN MIGUEL/SANTA FE COUNTY LINE.
 FN0591'
 FN0591'THE STATION IS AT MILEPOST 338.1.
 FN0591'
 FN0591'TO REACH FROM THE GLORIETA INTERCHANGE OVER I-25, IN GLORIETA, GO
 FN0591'NORTH ON I-25 41.10 MILES TO THE STATION ON THE LEFT.  THE STATION
 FN0591'IS 83 FEET WEST OF THE CENTERLINE OF THE SOUTH BOUND LANE, AND
 FN0591'19 FEET EAST OF THE R/W FENCELINE.
 FN0591'
 FN0591'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 FN0591'DISK SET IN A CONCRETE POST PROJECTING ABOUT SIX INCHES ABOVE
 FN0591'THE GROUND AND STAMPED 3510525017, 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0659 ***********************************************************************
 FN0659  DESIGNATION -  3510535001
 FN0659  PID         -  FN0659
 FN0659  STATE/COUNTY-  NM/TORRANCE
 FN0659  USGS QUAD   -  LONGHORN RESERVOIR (1990)
 FN0659
 FN0659                         *CURRENT SURVEY CONTROL
 FN0659  ___________________________________________________________________
 FN0659* NAD 83(1992)-  35 00 15.63132(N)    105 59 23.71926(W)     ADJUSTED  
 FN0659* NAVD 88     -      1888.69   (+/-2cm)    6196.5    (feet)  VERTCON   
 FN0659  ___________________________________________________________________
 FN0659  LAPLACE CORR-           0.14  (seconds)                    DEFLEC99
 FN0659  GEOID HEIGHT-         -19.53  (meters)                     GEOID03
 FN0659
 FN0659  HORZ ORDER  -  SECOND
 FN0659  VERT ORDER  -  THIRD ? (See Below)
 FN0659
 FN0659.The horizontal coordinates were established by classical geodetic methods
 FN0659.and adjusted by the National Geodetic Survey in December 1993..
 FN0659
 FN0659.The NAVD 88 height was computed by applying the VERTCON shift value to
 FN0659.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FN0659.The vertical order pertains to the NGVD 29 superseded value.
 FN0659
 FN0659.The Laplace correction was computed from DEFLEC99 derived deflections.
 FN0659
 FN0659.The geoid height was determined by GEOID03.
 FN0659
 FN0659;                    North         East     Units Scale Factor Converg.
 FN0659;SPC NM C     -   444,086.782   523,738.443   MT  0.99990694   +0 08 57.1
 FN0659;SPC NM C     - 1,456,974.72  1,718,298.54   sFT  0.99990694   +0 08 57.1
 FN0659;UTM  13      - 3,873,972.229   409,671.200   MT  0.99970056   -0 34 04.4
 FN0659
 FN0659!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FN0659!SPC NM C     -   0.99970669  x   0.99990694  =   0.99961366
 FN0659!UTM  13      -   0.99970669  x   0.99970056  =   0.99940734
 FN0659
 FN0659:                Primary Azimuth Mark                     Grid Az
 FN0659:SPC NM C     -  3510625009                               274 25 19.3
 FN0659:UTM  13      -  3510625009                               275 08 20.8
 FN0659
 FN0659|---------------------------------------------------------------------|
 FN0659| PID    Reference Object                     Distance      Geod. Az  |
 FN0659|                                                           dddmmss.s |
 FN0659| FO0965 3510625009                          APPROX. 2.7 KM 2743416.4 |
 FN0659|---------------------------------------------------------------------|
 FN0659
 FN0659                          SUPERSEDED SURVEY CONTROL
 FN0659
 FN0659  NAD 83(1986)-  35 00 15.64309(N)    105 59 23.72041(W) AD(       ) 2
 FN0659  NAD 27      -  35 00 15.46239(N)    105 59 21.64131(W) AD(       ) 2
 FN0659  NGVD 29 (07/19/86) 1887.82   (m)         6193.6    (f) LEVELING    3  
 FN0659
 FN0659.Superseded values are not recommended for survey control.
 FN0659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0659.See file dsdata.txt to determine how the superseded data were derived.
 FN0659
 FN0659_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDU0967173972(NAD 83)
 FN0659_MARKER: DD = SURVEY DISK
 FN0659_SETTING: 0 = UNSPECIFIED SETTING
 FN0659_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FN0659
 FN0659  HISTORY     - Date     Condition        Report By
 FN0659  HISTORY     - 1973     MONUMENTED       NMHD
 FN0659  HISTORY     - 20060219 MARK NOT FOUND   GEOCAC
 FN0659
 FN0659                          STATION DESCRIPTION
 FN0659
 FN0659'DESCRIBED BY NM HIGHWAY DEPT 1973 (CWW)
 FN0659'THE STATION IS LOCATED IN TORRANCE COUNTY ALONG INTERSTATE 40 AND
 FN0659'IS ABOUT 3.1 MILES AIRLINE EAST OF MORIARTY NEW MEXICO.
 FN0659'
 FN0659'TO REACH FROM THE INTERSECTION OF U.S. 66 AND STATE ROAD 41 IN
 FN0659'MORIARTY, GO EAST ON U.S. 66, 1.25 MILES TO AN INTERCHANGE
 FN0659'ON-RAMP.  GO EAST ON INTERSTATE 40, 2.0 MILES TO THE STATION ON THE
 FN0659'RIGHT.  THE STATION IS 71 FEET SOUTH OF THE CENTER OF THE
 FN0659'WESTBOUND LANE OF INTERSTATE 40
 FN0659'
 FN0659'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION DISK
 FN0659'SET IN A CONCRETE MONUMENT PROJECTING ABOUT 6 INCHES ABOVE THE
 FN0659'GROUND AND STAMPED 3510535001 1973.
 FN0659
 FN0659                          STATION RECOVERY (2006)
 FN0659
 FN0659'RECOVERY NOTE BY GEOCACHING 2006 (BMC)
 FN0659'THE WITNESS POST REMAINS.  THERE IS EVIDENCE OF DISTURBED EARTH AT THE
 FN0659'LOCATION.  I DUG 4 INCHES AT THE LOCATION, WITHOUT EVIDENCE OF THE
 FN0659'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0629 ***********************************************************************
 FN0629  DESIGNATION -  3510535001 25
 FN0629  PID         -  FN0629
 FN0629  STATE/COUNTY-  NM/SAN MIGUEL
 FN0629  USGS QUAD   -  ROWE (1966)
 FN0629
 FN0629                         *CURRENT SURVEY CONTROL
 FN0629  ___________________________________________________________________
 FN0629* NAD 83(1992)-  35 28 58.89599(N)    105 40 12.93885(W)     ADJUSTED  
 FN0629* NAVD 88     -      2087.1    (meters)    6847.     (feet)  VERTCON   
 FN0629  ___________________________________________________________________
 FN0629  LAPLACE CORR-          -1.04  (seconds)                    DEFLEC99
 FN0629  GEOID HEIGHT-         -18.36  (meters)                     GEOID03
 FN0629
 FN0629  HORZ ORDER  -  SECOND
 FN0629
 FN0629.The horizontal coordinates were established by classical geodetic methods
 FN0629.and adjusted by the National Geodetic Survey in December 1993..
 FN0629
 FN0629.The NAVD 88 height was computed by applying the VERTCON shift value to
 FN0629.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FN0629
 FN0629.The Laplace correction was computed from DEFLEC99 derived deflections.
 FN0629
 FN0629.The geoid height was determined by GEOID03.
 FN0629
 FN0629;                    North         East     Units Scale Factor Converg.
 FN0629;SPC NM E     -   497,984.440    43,683.281   MT  1.00009040   -0 46 34.1
 FN0629;SPC NM E     - 1,633,803.95    143,317.56   sFT  1.00009040   -0 46 34.1
 FN0629;UTM  13      - 3,926,817.463   439,198.730   MT  0.99964556   -0 23 20.7
 FN0629
 FN0629!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FN0629!SPC NM E     -   0.99967540  x   1.00009040  =   0.99976577
 FN0629!UTM  13      -   0.99967540  x   0.99964556  =   0.99932108
 FN0629
 FN0629:                Primary Azimuth Mark                     Grid Az
 FN0629:SPC NM E     -  3510535002 25                            136 40 47.9
 FN0629:UTM  13      -  3510535002 25                            136 17 34.5
 FN0629
 FN0629|---------------------------------------------------------------------|
 FN0629| PID    Reference Object                     Distance      Geod. Az  |
 FN0629|                                                           dddmmss.s |
 FN0629| FN0628 3510535002 25                       APPROX. 0.7 KM 1355413.8 |
 FN0629|---------------------------------------------------------------------|
 FN0629
 FN0629                          SUPERSEDED SURVEY CONTROL
 FN0629
 FN0629  NAD 83(1986)-  35 28 58.89895(N)    105 40 12.94050(W) AD(       ) 2
 FN0629  NAD 27      -  35 28 58.75484(N)    105 40 10.88350(W) AD(       ) 2
 FN0629  NGVD 29 (07/19/86) 2086.1    (m)         6844.     (f) VERT ANG       
 FN0629
 FN0629.Superseded values are not recommended for survey control.
 FN0629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0629.See file dsdata.txt to determine how the superseded data were derived.
 FN0629
 FN0629_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV3919926817(NAD 83)
 FN0629_MARKER: DD = SURVEY DISK
 FN0629_SETTING: 0 = UNSPECIFIED SETTING
 FN0629_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FN0629
 FN0629  HISTORY     - Date     Condition        Report By
 FN0629  HISTORY     - 1977     MONUMENTED       NMHD
 FN0629
 FN0629                          STATION DESCRIPTION
 FN0629
 FN0629'DESCRIBED BY NM HIGHWAY DEPT 1977 (DGM)
 FN0629'THE STATION IS LOCATED IN SAN MIGUEL COUNTY, ALONG
 FN0629'INTERSTATE 25 AND IS 21.4 AIR MILES SE OF THE CITY
 FN0629'OF SANTA FE, NEW MEXICO.
 FN0629'
 FN0629'TO REACH FROM THE SOUTH SANTA FE INTERCHANGE ON
 FN0629'I-25 (EXIT 278B) GO NORTH ON I-25 31.1 MILES TO THE
 FN0629'STATION ON THE RIGHT.  THE STATION OS 41 FEET EAST
 FN0629'OF THE CENTERLINE OF THE NORTH BOUND LANE OF I-25,
 FN0629'AND 60 FEET WEST OF THE R/W FENCELINE.  JUST OFF THE
 FN0629'SHOULDER OF THE ROAD.
 FN0629'
 FN0629'THE STATION IS AT MILEPOST 308.7.
 FN0629'
 FN0629'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY
 FN0629'COMMISSION DISK SET IN A CONCRETE POST PROJECTING ABOUT
 FN0629'SIX INCHES ABOVE THE GROUND AND STAMPED 3510535001-25 1976
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0658 ***********************************************************************
 FN0658  DESIGNATION -  3510535002
 FN0658  PID         -  FN0658
 FN0658  STATE/COUNTY-  NM/TORRANCE
 FN0658  USGS QUAD   -  LONGHORN RESERVOIR (1990)
 FN0658
 FN0658                         *CURRENT SURVEY CONTROL
 FN0658  ___________________________________________________________________
 FN0658* NAD 83(1992)-  35 00 15.79477(N)    105 58 06.04777(W)     ADJUSTED  
 FN0658* NAVD 88     -      1895.2    (meters)    6218.     (feet)  VERTCON   
 FN0658  ___________________________________________________________________
 FN0658  LAPLACE CORR-           0.51  (seconds)                    DEFLEC99
 FN0658  GEOID HEIGHT-         -19.54  (meters)                     GEOID03
 FN0658
 FN0658  HORZ ORDER  -  SECOND
 FN0658
 FN0658.The horizontal coordinates were established by classical geodetic methods
 FN0658.and adjusted by the National Geodetic Survey in December 1993..
 FN0658
 FN0658.The NAVD 88 height was computed by applying the VERTCON shift value to
 FN0658.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FN0658
 FN0658.The Laplace correction was computed from DEFLEC99 derived deflections.
 FN0658
 FN0658.The geoid height was determined by GEOID03.
 FN0658
 FN0658;                    North         East     Units Scale Factor Converg.
 FN0658;SPC NM C     -   444,097.159   525,707.715   MT  0.99990814   +0 09 41.6
 FN0658;SPC NM C     - 1,457,008.76  1,724,759.39   sFT  0.99990814   +0 09 41.6
 FN0658;UTM  13      - 3,873,957.963   411,640.037   MT  0.99969622   -0 33 19.9
 FN0658
 FN0658!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FN0658!SPC NM C     -   0.99970567  x   0.99990814  =   0.99961384
 FN0658!UTM  13      -   0.99970567  x   0.99969622  =   0.99940198
 FN0658
 FN0658:                Primary Azimuth Mark                     Grid Az
 FN0658:SPC NM C     -  3510535003                               089 41 14.4
 FN0658:UTM  13      -  3510535003                               090 24 15.9
 FN0658
 FN0658|---------------------------------------------------------------------|
 FN0658| PID    Reference Object                     Distance      Geod. Az  |
 FN0658|                                                           dddmmss.s |
 FN0658| FN0657 3510535003                          APPROX. 2.5 KM 0895056.0 |
 FN0658|---------------------------------------------------------------------|
 FN0658
 FN0658                          SUPERSEDED SURVEY CONTROL
 FN0658
 FN0658  NAD 83(1986)-  35 00 15.80633(N)    105 58 06.04883(W) AD(       ) 2
 FN0658  NAD 27      -  35 00 15.62438(N)    105 58 03.97177(W) AD(       ) 2
 FN0658  NGVD 29 (07/19/86) 1894.3    (m)         6215.     (f) VERT ANG       
 FN0658
 FN0658.Superseded values are not recommended for survey control.
 FN0658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0658.See file dsdata.txt to determine how the superseded data were derived.
 FN0658
 FN0658_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDU1164073958(NAD 83)
 FN0658_MARKER: DD = SURVEY DISK
 FN0658_SETTING: 0 = UNSPECIFIED SETTING
 FN0658_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FN0658
 FN0658  HISTORY     - Date     Condition        Report By
 FN0658  HISTORY     - 1973     MONUMENTED       NMHD
 FN0658  HISTORY     - 20060219 GOOD             GEOCAC
 FN0658
 FN0658                          STATION DESCRIPTION
 FN0658
 FN0658'DESCRIBED BY NM HIGHWAY DEPT 1973 (CWW)
 FN0658'THE STATION IS LOCATED IN TORRANCE COUNTY ALONG INTERSTATE 40 AND
 FN0658'IS ABOUT 4.3 MILES AIRLINE EAST OF MORIARTY NEW MEXICO.
 FN0658'
 FN0658'TO REACH FROM THE INTERSECTION OF U.S. 66 AND STATE ROAD 41 IN
 FN0658'MORIARTY, GO EAST ON U.S. 66, 1.25 MILES TO AN INTERCHANGE
 FN0658'ON-RAMP.  GO EAST ON INTERSTATE 40, 3.25 MILES TO THE STATION ON
 FN0658'THE RIGHT.  THE STATION IS 72 FEET SOUTH OF THE CENTER OF THE
 FN0658'WESTBOUND LANE OF INTERSTATE 40.
 FN0658'
 FN0658'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 FN0658'DISK SET IN A CONCRETE MONUMENT PROJECTING ABOUT 6 INCHES ABOVE THE
 FN0658'GROUND AND STAMPED 3510535002 1973.
 FN0658
 FN0658                          STATION RECOVERY (2006)
 FN0658
 FN0658'RECOVERY NOTE BY GEOCACHING 2006 (BMC)
 FN0658'THE STATION IS 3 FT. NORTH OF THE RIGHT OF WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0628 ***********************************************************************
 FN0628  DESIGNATION -  3510535002 25
 FN0628  PID         -  FN0628
 FN0628  STATE/COUNTY-  NM/SAN MIGUEL
 FN0628  USGS QUAD   -  ROWE (1966)
 FN0628
 FN0628                         *CURRENT SURVEY CONTROL
 FN0628  ___________________________________________________________________
 FN0628* NAD 83(1992)-  35 28 42.59292(N)    105 39 53.62739(W)     ADJUSTED  
 FN0628* NAVD 88     -      2085.94   (+/-2cm)    6843.6    (feet)  VERTCON   
 FN0628  ___________________________________________________________________
 FN0628  LAPLACE CORR-          -1.13  (seconds)                    DEFLEC99
 FN0628  GEOID HEIGHT-         -18.38  (meters)                     GEOID03
 FN0628
 FN0628  HORZ ORDER  -  SECOND
 FN0628  VERT ORDER  -  THIRD ? (See Below)
 FN0628
 FN0628.The horizontal coordinates were established by classical geodetic methods
 FN0628.and adjusted by the National Geodetic Survey in December 1993..
 FN0628
 FN0628.The NAVD 88 height was computed by applying the VERTCON shift value to
 FN0628.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FN0628.The vertical order pertains to the NGVD 29 superseded value.
 FN0628
 FN0628.The Laplace correction was computed from DEFLEC99 derived deflections.
 FN0628
 FN0628.The geoid height was determined by GEOID03.
 FN0628
 FN0628;                    North         East     Units Scale Factor Converg.
 FN0628;SPC NM E     -   497,475.411    44,163.302   MT  1.00008897   -0 46 22.5
 FN0628;SPC NM E     - 1,632,133.91    144,892.43   sFT  1.00008897   -0 46 22.5
 FN0628;UTM  13      - 3,926,311.912   439,681.964   MT  0.99964483   -0 23 09.3
 FN0628
 FN0628!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FN0628!SPC NM E     -   0.99967558  x   1.00008897  =   0.99976453
 FN0628!UTM  13      -   0.99967558  x   0.99964483  =   0.99932053
 FN0628
 FN0628:                Primary Azimuth Mark                     Grid Az
 FN0628:SPC NM E     -  3510535003 25                            126 59 43.1
 FN0628:UTM  13      -  3510535003 25                            126 36 29.9
 FN0628
 FN0628|---------------------------------------------------------------------|
 FN0628| PID    Reference Object                     Distance      Geod. Az  |
 FN0628|                                                           dddmmss.s |
 FN0628| FN0627 3510535003 25                       APPROX. 0.8 KM 1261320.6 |
 FN0628|---------------------------------------------------------------------|
 FN0628
 FN0628                          SUPERSEDED SURVEY CONTROL
 FN0628
 FN0628  NAD 83(1986)-  35 28 42.59591(N)    105 39 53.62900(W) AD(       ) 2
 FN0628  NAD 27      -  35 28 42.45115(N)    105 39 51.57170(W) AD(       ) 2
 FN0628  NGVD 29 (07/19/86) 2084.96   (m)         6840.4    (f) LEVELING    3  
 FN0628
 FN0628.Superseded values are not recommended for survey control.
 FN0628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0628.See file dsdata.txt to determine how the superseded data were derived.
 FN0628
 FN0628_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV3968226312(NAD 83)
 FN0628_MARKER: DD = SURVEY DISK
 FN0628_SETTING: 0 = UNSPECIFIED SETTING
 FN0628_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FN0628
 FN0628  HISTORY     - Date     Condition        Report By
 FN0628  HISTORY     - 1976     MONUMENTED       NMHD
 FN0628
 FN0628                          STATION DESCRIPTION
 FN0628
 FN0628'DESCRIBED BY NM HIGHWAY DEPT 1976 (CW)
 FN0628'THE STATION IS LOCATED IN SAN MIGUEL COUNTY, ALONG
 FN0628'I-25 AND IS 27.1 AIR MILES WSW OF LAS VEGAS, NEW MEXICO,
 FN0628'AND 6.35 ROADMILES NORTH OF THE SAN MIGUEL/SANTA FE
 FN0628'COUNTY LINE.
 FN0628'
 FN0628'THE STATION IS AT MILEPOST 309.1
 FN0628'
 FN0628'TO REACH FROM THE GLORIETA INTERCHANGE OVER I-25,
 FN0628'IN GLORIETA, GO NORTH ON I-25 9.7 MILES TO THE STATION
 FN0628'ON THE RIGHT.  THE STATION IS 54 FEET EAST OF THE
 FN0628'CENTERLINE OF THE NORTH BOUND LANE, AND 3 FEET WEST
 FN0628'OF THE R/W FENCELINE.
 FN0628'
 FN0628'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY
 FN0628'COMMISSION DISK SET IN A CONCRETE POST PROJECTING
 FN0628'ABOUT SIX INCHES ABOVE THE GROUND AND STAMPED
 FN0628'3510535002-25, 1976
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0657 ***********************************************************************
 FN0657  DESIGNATION -  3510535003
 FN0657  PID         -  FN0657
 FN0657  STATE/COUNTY-  NM/TORRANCE
 FN0657  USGS QUAD   -  LONGHORN RESERVOIR (1990)
 FN0657
 FN0657                         *CURRENT SURVEY CONTROL
 FN0657  ___________________________________________________________________
 FN0657* NAD 83(1992)-  35 00 15.99572(N)    105 56 28.43038(W)     ADJUSTED  
 FN0657* NAVD 88     -      1900.9    (meters)    6237.     (feet)  VERTCON   
 FN0657  ___________________________________________________________________
 FN0657  LAPLACE CORR-           0.83  (seconds)                    DEFLEC99
 FN0657  GEOID HEIGHT-         -19.53  (meters)                     GEOID03
 FN0657
 FN0657  HORZ ORDER  -  SECOND
 FN0657
 FN0657.The horizontal coordinates were established by classical geodetic methods
 FN0657.and adjusted by the National Geodetic Survey in December 1993..
 FN0657
 FN0657.The NAVD 88 height was computed by applying the VERTCON shift value to
 FN0657.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FN0657
 FN0657.The Laplace correction was computed from DEFLEC99 derived deflections.
 FN0657
 FN0657.The geoid height was determined by GEOID03.
 FN0657
 FN0657;                    North         East     Units Scale Factor Converg.
 FN0657;SPC NM C     -   444,110.666   528,182.693   MT  0.99990979   +0 10 37.6
 FN0657;SPC NM C     - 1,457,053.08  1,732,879.39   sFT  0.99990979   +0 10 37.6
 FN0657;SPC NM E     -   445,252.664    18,232.631   MT  1.00017449   -0 55 21.1
 FN0657;SPC NM E     - 1,460,799.78     59,818.22   sFT  1.00017449   -0 55 21.1
 FN0657;UTM  13      - 3,873,940.498   414,114.456   MT  0.99969091   -0 32 23.9
 FN0657
 FN0657!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FN0657!SPC NM C     -   0.99970478  x   0.99990979  =   0.99961459
 FN0657!SPC NM E     -   0.99970478  x   1.00017449  =   0.99987922
 FN0657!UTM  13      -   0.99970478  x   0.99969091  =   0.99939578
 FN0657
 FN0657:                Primary Azimuth Mark                     Grid Az
 FN0657:SPC NM C     -  3510535004                               079 20 30.5
 FN0657:SPC NM E     -  3510535004                               080 26 29.2
 FN0657:UTM  13      -  3510535004                               080 03 32.0
 FN0657
 FN0657|---------------------------------------------------------------------|
 FN0657| PID    Reference Object                     Distance      Geod. Az  |
 FN0657|                                                           dddmmss.s |
 FN0657| FN0656 3510535004                          APPROX. 1.7 KM 0793108.1 |
 FN0657|---------------------------------------------------------------------|
 FN0657
 FN0657                          SUPERSEDED SURVEY CONTROL
 FN0657
 FN0657  NAD 83(1986)-  35 00 16.00699(N)    105 56 28.43119(W) AD(       ) 2
 FN0657  NAD 27      -  35 00 15.82351(N)    105 56 26.35675(W) AD(       ) 2
 FN0657  NGVD 29 (07/19/86) 1900.0    (m)         6234.     (f) VERT ANG       
 FN0657
 FN0657.Superseded values are not recommended for survey control.
 FN0657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0657.See file dsdata.txt to determine how the superseded data were derived.
 FN0657
 FN0657_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDU1411473940(NAD 83)
 FN0657_MARKER: DD = SURVEY DISK
 FN0657_SETTING: 0 = UNSPECIFIED SETTING
 FN0657_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FN0657
 FN0657  HISTORY     - Date     Condition        Report By
 FN0657  HISTORY     - 1973     MONUMENTED       NMHD
 FN0657
 FN0657                          STATION DESCRIPTION
 FN0657
 FN0657'DESCRIBED BY NM HIGHWAY DEPT 1973 (CWW)
 FN0657'THE STATION IS LOCATED IN TORRANCE COUNTY ALONG INTERSTATE 40 AND
 FN0657'IS ABOUT 5.9 MILES AIRLINE EAST OF MORIARTY NEW MEXICO.
 FN0657'
 FN0657'TO REACH FROM THE INTERSECTION OF U.S. 66 AND STATE ROAD 41 IN
 FN0657'MORIARTY, GO EAST ON U.S. 66, 1.25 MILES TO AN INTERCHANGE
 FN0657'ON-RAMP.  GO EAST ON INTERSTATE 40, 4.8 MILES TO THE STATION ON THE
 FN0657'RIGHT.  THE STATION IS 72 FEET SOUTH OF THE CENTER OF THE
 FN0657'WESTBOUND LANE OF INTERSTATE 40.
 FN0657'
 FN0657'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 FN0657'DISK SET IN A CONCRETE MONUMENT PROJECTING ABOUT 6 INCHES ABOVE THE
 FN0657'GROUND AND STAMPED 3510535003 1973.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0627 ***********************************************************************
 FN0627  DESIGNATION -  3510535003 25
 FN0627  PID         -  FN0627
 FN0627  STATE/COUNTY-  NM/SAN MIGUEL
 FN0627  USGS QUAD   -  ROWE (1966)
 FN0627
 FN0627                         *CURRENT SURVEY CONTROL
 FN0627  ___________________________________________________________________
 FN0627* NAD 83(1992)-  35 28 26.80335(N)    105 39 27.27716(W)     ADJUSTED  
 FN0627* NAVD 88     -      2082.0    (meters)    6831.     (feet)  VERTCON   
 FN0627  ___________________________________________________________________
 FN0627  LAPLACE CORR-          -1.12  (seconds)                    DEFLEC99
 FN0627  GEOID HEIGHT-         -18.40  (meters)                     GEOID03
 FN0627
 FN0627  HORZ ORDER  -  SECOND
 FN0627
 FN0627.The horizontal coordinates were established by classical geodetic methods
 FN0627.and adjusted by the National Geodetic Survey in December 1993..
 FN0627
 FN0627.The NAVD 88 height was computed by applying the VERTCON shift value to
 FN0627.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FN0627
 FN0627.The Laplace correction was computed from DEFLEC99 derived deflections.
 FN0627
 FN0627.The geoid height was determined by GEOID03.
 FN0627
 FN0627;                    North         East     Units Scale Factor Converg.
 FN0627;SPC NM E     -   496,979.853    44,821.044   MT  1.00008702   -0 46 06.9
 FN0627;SPC NM E     - 1,630,508.07    147,050.38   sFT  1.00008702   -0 46 06.9
 FN0627;UTM  13      - 3,925,821.026   440,342.744   MT  0.99964386   -0 22 53.9
 FN0627
 FN0627!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FN0627!SPC NM E     -   0.99967621  x   1.00008702  =   0.99976320
 FN0627!UTM  13      -   0.99967621  x   0.99964386  =   0.99932018
 FN0627
 FN0627:                Primary Azimuth Mark                     Grid Az
 FN0627:SPC NM E     -  3510535004 25                            129 39 03.0
 FN0627:UTM  13      -  3510535004 25                            129 15 50.0
 FN0627
 FN0627|---------------------------------------------------------------------|
 FN0627| PID    Reference Object                     Distance      Geod. Az  |
 FN0627|                                                           dddmmss.s |
 FN0627| FN0626 3510535004 25                       APPROX. 1.6 KM 1285256.1 |
 FN0627|---------------------------------------------------------------------|
 FN0627
 FN0627                          SUPERSEDED SURVEY CONTROL
 FN0627
 FN0627  NAD 83(1986)-  35 28 26.80638(N)    105 39 27.27871(W) AD(       ) 2
 FN0627  NAD 27      -  35 28 26.66101(N)    105 39 25.22104(W) AD(       ) 2
 FN0627  NGVD 29 (07/19/86) 2081.0    (m)         6827.     (f) VERT ANG       
 FN0627
 FN0627.Superseded values are not recommended for survey control.
 FN0627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0627.See file dsdata.txt to determine how the superseded data were derived.
 FN0627
 FN0627_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV4034325821(NAD 83)
 FN0627_MARKER: DD = SURVEY DISK
 FN0627_SETTING: 0 = UNSPECIFIED SETTING
 FN0627_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FN0627
 FN0627  HISTORY     - Date     Condition        Report By
 FN0627  HISTORY     - 1976     MONUMENTED       NMHD
 FN0627
 FN0627                          STATION DESCRIPTION
 FN0627
 FN0627'DESCRIBED BY NM HIGHWAY DEPT 1976 (CW)
 FN0627'THE STATION IS LOCATED IN SAN MIGUEL COUNTY, ALONG
 FN0627'I-25, AND IS 26.8 AIRMILES WSW OF LAS VEGAS, NEW MEXICO,
 FN0627'AND 6.85 ROADMILES NORTH OF THE SAN MIGUEL/SANTA FE
 FN0627'COUNTY LINE.
 FN0627'
 FN0627'THE STATION IS AT MILEPOST 309.6
 FN0627'
 FN0627'TO REACH FROM THE GLORIETA INTERCHANGE OVER I-25,
 FN0627'IN GLORIETA, GO NORTH ON I-25 10.2 MILES TO THE STATION
 FN0627'ON THE RIGHT.  THE STATION IS 53 FEET EAST OF THE
 FN0627'CENTERLINE OF THE NORTH BOUND LANE, AND 5 FEET WEST
 FN0627'OF THE R/W FENCELINE.
 FN0627'
 FN0627'THE STATION IS A STANDARD NEW MEXICO STATE
 FN0627'HIGHWAY COMMISSION DISK SET IN A CONCRETE POST
 FN0627'PROJECTING ABOUT SIX INCHES ABOVE THE GROUND AND
 FN0627'STAMPED 3510535003-25, 1976
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0656 ***********************************************************************
 FN0656  DESIGNATION -  3510535004
 FN0656  PID         -  FN0656
 FN0656  STATE/COUNTY-  NM/TORRANCE
 FN0656  USGS QUAD   -  LONGHORN RESERVOIR (1990)
 FN0656
 FN0656                         *CURRENT SURVEY CONTROL
 FN0656  ___________________________________________________________________
 FN0656* NAD 83(1992)-  35 00 26.15411(N)    105 55 21.65881(W)     ADJUSTED  
 FN0656* NAVD 88     -      1923.5    (meters)    6311.     (feet)  VERTCON   
 FN0656  ___________________________________________________________________
 FN0656  LAPLACE CORR-           1.10  (seconds)                    DEFLEC99
 FN0656  GEOID HEIGHT-         -19.52  (meters)                     GEOID03
 FN0656
 FN0656  HORZ ORDER  -  SECOND
 FN0656
 FN0656.The horizontal coordinates were established by classical geodetic methods
 FN0656.and adjusted by the National Geodetic Survey in December 1993..
 FN0656
 FN0656.The NAVD 88 height was computed by applying the VERTCON shift value to
 FN0656.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FN0656
 FN0656.The Laplace correction was computed from DEFLEC99 derived deflections.
 FN0656
 FN0656.The geoid height was determined by GEOID03.
 FN0656
 FN0656;                    North         East     Units Scale Factor Converg.
 FN0656;SPC NM C     -   444,429.077   529,874.597   MT  0.99991100   +0 11 16.0
 FN0656;SPC NM C     - 1,458,097.73  1,738,430.24   sFT  0.99991100   +0 11 16.0
 FN0656;SPC NM E     -   445,538.620    19,930.778   MT  1.00016838   -0 54 43.0
 FN0656;SPC NM E     - 1,461,737.96     65,389.56   sFT  1.00016838   -0 54 43.0
 FN0656;UTM  13      - 3,874,237.643   415,809.837   MT  0.99968735   -0 31 45.7
 FN0656
 FN0656!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FN0656!SPC NM C     -   0.99970123  x   0.99991100  =   0.99961226
 FN0656!SPC NM E     -   0.99970123  x   1.00016838  =   0.99986956
 FN0656!UTM  13      -   0.99970123  x   0.99968735  =   0.99938867
 FN0656
 FN0656:                Primary Azimuth Mark                     Grid Az
 FN0656:SPC NM C     -  3510535005                               099 20 07.6
 FN0656:SPC NM E     -  3510535005                               100 26 06.6
 FN0656:UTM  13      -  3510535005                               100 03 09.3
 FN0656
 FN0656|---------------------------------------------------------------------|
 FN0656| PID    Reference Object                     Distance      Geod. Az  |
 FN0656|                                                           dddmmss.s |
 FN0656| FN0655 3510535005                          APPROX. 0.8 KM 0993123.6 |
 FN0656|---------------------------------------------------------------------|
 FN0656
 FN0656                          SUPERSEDED SURVEY CONTROL
 FN0656
 FN0656  NAD 83(1986)-  35 00 26.16520(N)    105 55 21.65946(W) AD(       ) 2
 FN0656  NAD 27      -  35 00 25.98089(N)    105 55 19.58654(W) AD(       ) 2
 FN0656  NGVD 29 (07/19/86) 1922.6    (m)         6308.     (f) VERT ANG       
 FN0656
 FN0656.Superseded values are not recommended for survey control.
 FN0656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0656.See file dsdata.txt to determine how the superseded data were derived.
 FN0656
 FN0656_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDU1581074238(NAD 83)
 FN0656_MARKER: DD = SURVEY DISK
 FN0656_SETTING: 0 = UNSPECIFIED SETTING
 FN0656_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FN0656
 FN0656  HISTORY     - Date     Condition        Report By
 FN0656  HISTORY     - 1973     MONUMENTED       NMHD
 FN0656  HISTORY     - 20060219 GOOD             GEOCAC
 FN0656
 FN0656                          STATION DESCRIPTION
 FN0656
 FN0656'DESCRIBED BY NM HIGHWAY DEPT 1973 (CWW)
 FN0656'THE STATION IS LOCATED IN TORRANCE COUNTY ALONG INTERSTATE 40
 FN0656'AND IS ABOUT 6.9 MILES AIRLINE EAST OF MORIARTY, NEW MEXICO.
 FN0656'
 FN0656'TO REACH FROM THE INTERSECTION OF U.S. 66 AND STATE ROAD 41 IN
 FN0656'MORIARTY, GO EAST ON U.S. 66 1.25 MILES TO AN INTERCHANGE
 FN0656'ON-RAMP.  GO EAST ON INTERSTATE 40, 5.9 MILES TO THE STATION ON
 FN0656'THE LEFT.  THE STATION IS 111 FEET NORTH OF THE CENTER OF THE
 FN0656'WESTBOUND LANE AND 36 FEET NORTH OF THE FRONTAGE ROAD WHICH RUNS
 FN0656'NORTH OF THE INTERSTATE.
 FN0656'
 FN0656'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 FN0656'DISK, SET IN A CONCRETE MONUMENT PROJECTING ABOUT 6 INCHES ABOVE
 FN0656'THE GROUND AND STAMPED 3510535004, 1973.
 FN0656
 FN0656                          STATION RECOVERY (2006)
 FN0656
 FN0656'RECOVERY NOTE BY GEOCACHING 2006 (BMC)
 FN0656'THE STATION IS 3 FT. SOUTH OF THE RIGHT OF WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0626 ***********************************************************************
 FN0626  DESIGNATION -  3510535004 25
 FN0626  PID         -  FN0626
 FN0626  STATE/COUNTY-  NM/SAN MIGUEL
 FN0626  USGS QUAD   -  ROWE (1966)
 FN0626
 FN0626                         *CURRENT SURVEY CONTROL
 FN0626  ___________________________________________________________________
 FN0626* NAD 83(1992)-  35 27 54.74447(N)    105 38 38.68600(W)     ADJUSTED  
 FN0626* NAVD 88     -      2070.0    (meters)    6791.     (feet)  VERTCON   
 FN0626  ___________________________________________________________________
 FN0626  LAPLACE CORR-          -1.61  (seconds)                    DEFLEC99
 FN0626  GEOID HEIGHT-         -18.43  (meters)                     GEOID03
 FN0626
 FN0626  HORZ ORDER  -  SECOND
 FN0626
 FN0626.The horizontal coordinates were established by classical geodetic methods
 FN0626.and adjusted by the National Geodetic Survey in December 1993..
 FN0626
 FN0626.The NAVD 88 height was computed by applying the VERTCON shift value to
 FN0626.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FN0626
 FN0626.The Laplace correction was computed from DEFLEC99 derived deflections.
 FN0626
 FN0626.The geoid height was determined by GEOID03.
 FN0626
 FN0626;                    North         East     Units Scale Factor Converg.
 FN0626;SPC NM E     -   495,975.477    46,032.938   MT  1.00008345   -0 45 38.1
 FN0626;SPC NM E     - 1,627,212.88    151,026.40   sFT  1.00008345   -0 45 38.1
 FN0626;UTM  13      - 3,924,825.298   441,560.854   MT  0.99964208   -0 22 25.4
 FN0626
 FN0626!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FN0626!SPC NM E     -   0.99967810  x   1.00008345  =   0.99976152
 FN0626!UTM  13      -   0.99967810  x   0.99964208  =   0.99932029
 FN0626
 FN0626:                Primary Azimuth Mark                     Grid Az
 FN0626:SPC NM E     -  3510535005 25                            138 23 14.8
 FN0626:UTM  13      -  3510535005 25                            138 00 02.1
 FN0626
 FN0626|---------------------------------------------------------------------|
 FN0626| PID    Reference Object                     Distance      Geod. Az  |
 FN0626|                                                           dddmmss.s |
 FN0626| FN0625 3510535005 25                       APPROX. 1.9 KM 1373736.7 |
 FN0626|---------------------------------------------------------------------|
 FN0626
 FN0626                          SUPERSEDED SURVEY CONTROL
 FN0626
 FN0626  NAD 83(1986)-  35 27 54.74758(N)    105 38 38.68741(W) AD(       ) 2
 FN0626  NAD 27      -  35 27 54.60032(N)    105 38 36.62831(W) AD(       ) 2
 FN0626  NGVD 29 (07/19/86) 2069.0    (m)         6788.     (f) VERT ANG       
 FN0626
 FN0626.Superseded values are not recommended for survey control.
 FN0626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0626.See file dsdata.txt to determine how the superseded data were derived.
 FN0626
 FN0626_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV4156124825(NAD 83)
 FN0626_MARKER: DD = SURVEY DISK
 FN0626_SETTING: 0 = UNSPECIFIED SETTING
 FN0626_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FN0626
 FN0626  HISTORY     - Date     Condition        Report By
 FN0626  HISTORY     - 1976     MONUMENTED       NMHD
 FN0626
 FN0626                          STATION DESCRIPTION
 FN0626
 FN0626'DESCRIBED BY NM HIGHWAY DEPT 1976 (CW)
 FN0626'THE STATION IS LOCATED IN SAN MIGUEL COUNTY, ALONG
 FN0626'I-25 AND IS 26.2 AIRMILES WSW OF LAS VEGAS, NEW MEXICO,
 FN0626'AND 7.95 ROADMILES NORTH OF THE SAN MIGUEL/SANTA FE
 FN0626'COUNTY LINE.
 FN0626'
 FN0626'THE STATION IS AT MILEPOST 310.6.
 FN0626'
 FN0626'TO REACH FROM THE GLORIETA INTERCHANGE OVER I-25, IN
 FN0626'GLORIETA, GO NORTH ON I-25 11.3 MILES TO THE STATION
 FN0626'ON THE RIGHT.  THE STATION IS 76 FEET EAST OF THE
 FN0626'CENTERLINE OF THE NORTH BOUND LANE, AND 5 FEET WEST
 FN0626'OF THE R/W FENCELINE.
 FN0626'
 FN0626'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY
 FN0626'COMMISSION DISK SET IN A CONCRETE POST PROJECTING
 FN0626'ABOUT SIX INCHES ABOVE THE GROUND AND STAMPED
 FN0626'3510535004-25, 1976
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0655 ***********************************************************************
 FN0655  DESIGNATION -  3510535005
 FN0655  PID         -  FN0655
 FN0655  STATE/COUNTY-  NM/TORRANCE
 FN0655  USGS QUAD   -  LONGHORN RESERVOIR (1990)
 FN0655
 FN0655                         *CURRENT SURVEY CONTROL
 FN0655  ___________________________________________________________________
 FN0655* NAD 83(1992)-  35 00 21.71128(N)    105 54 49.48037(W)     ADJUSTED  
 FN0655* NAVD 88     -      1932.88   (+/-2cm)    6341.5    (feet)  VERTCON   
 FN0655  ___________________________________________________________________
 FN0655  LAPLACE CORR-           1.20  (seconds)                    DEFLEC99
 FN0655  GEOID HEIGHT-         -19.52  (meters)                     GEOID03
 FN0655
 FN0655  HORZ ORDER  -  SECOND
 FN0655  VERT ORDER  -  THIRD ? (See Below)
 FN0655
 FN0655.The horizontal coordinates were established by classical geodetic methods
 FN0655.and adjusted by the National Geodetic Survey in December 1993..
 FN0655
 FN0655.The NAVD 88 height was computed by applying the VERTCON shift value to
 FN0655.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FN0655.The vertical order pertains to the NGVD 29 superseded value.
 FN0655
 FN0655.The Laplace correction was computed from DEFLEC99 derived deflections.
 FN0655
 FN0655.The geoid height was determined by GEOID03.
 FN0655
 FN0655;                    North         East     Units Scale Factor Converg.
 FN0655;SPC NM C     -   444,294.886   530,690.884   MT  0.99991161   +0 11 34.4
 FN0655;SPC NM C     - 1,457,657.47  1,741,108.34   sFT  0.99991161   +0 11 34.4
 FN0655;SPC NM E     -   445,388.750    20,744.547   MT  1.00016548   -0 54 24.4
 FN0655;SPC NM E     - 1,461,246.26     68,059.40   sFT  1.00016548   -0 54 24.4
 FN0655;UTM  13      - 3,874,093.279   416,624.198   MT  0.99968567   -0 31 27.2
 FN0655
 FN0655!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FN0655!SPC NM C     -   0.99969976  x   0.99991161  =   0.99961139
 FN0655!SPC NM E     -   0.99969976  x   1.00016548  =   0.99986519
 FN0655!UTM  13      -   0.99969976  x   0.99968567  =   0.99938552
 FN0655
 FN0655:                Primary Azimuth Mark                     Grid Az
 FN0655:SPC NM C     -  3510535006                               091 14 51.5
 FN0655:SPC NM E     -  3510535006                               092 20 50.3
 FN0655:UTM  13      -  3510535006                               091 57 53.1
 FN0655
 FN0655|---------------------------------------------------------------------|
 FN0655| PID    Reference Object                     Distance      Geod. Az  |
 FN0655|                                                           dddmmss.s |
 FN0655| FN0654 3510535006                          APPROX. 2.7 KM 0912625.9 |
 FN0655|---------------------------------------------------------------------|
 FN0655
 FN0655                          SUPERSEDED SURVEY CONTROL
 FN0655
 FN0655  NAD 83(1986)-  35 00 21.72228(N)    105 54 49.48099(W) AD(       ) 2
 FN0655  NAD 27      -  35 00 21.53730(N)    105 54 47.40904(W) AD(       ) 2
 FN0655  NGVD 29 (07/19/86) 1931.99   (m)         6338.5    (f) LEVELING    3  
 FN0655
 FN0655.Superseded values are not recommended for survey control.
 FN0655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0655.See file dsdata.txt to determine how the superseded data were derived.
 FN0655
 FN0655_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDU1662474093(NAD 83)
 FN0655_MARKER: DD = SURVEY DISK
 FN0655_SETTING: 0 = UNSPECIFIED SETTING
 FN0655_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FN0655
 FN0655  HISTORY     - Date     Condition        Report By
 FN0655  HISTORY     - 1973     MONUMENTED       NMHD
 FN0655  HISTORY     - 20060219 MARK NOT FOUND   GEOCAC
 FN0655
 FN0655                          STATION DESCRIPTION
 FN0655
 FN0655'DESCRIBED BY NM HIGHWAY DEPT 1973 (CWW)
 FN0655'THE STATION IS LOCATED IN TORRANCE COUNTY ALONG INTERSTATE 40 AND
 FN0655'IS ABOUT 7.4 MILES AIRLINE EAST OF MORIARTY, NEW MEXICO.
 FN0655'
 FN0655'TO REACH FROM THE INTERSECTION IF U.S. 66 AND STATE ROAD 41 IN
 FN0655'MORIARTY, GO EAST IN U.S. 66 1.25 MILES TO AN INTERCHANGE
 FN0655'ON-RAMP.  GO EAST ON INTERSTATE 40, 6.3 MILES TO THE OFF-RAMP TO
 FN0655'THE LONGHORN RANCH INTERCHANGE.  LEAVE THE INTERSTATE AT THE
 FN0655'OFF-RAMP AND FOLLOW THE RAMP TO THE OVERPASS BRIDGE.  THE STATION
 FN0655'IS ABOUT 50 FEET SOUTH OF THE SOUTHWEST CORNER OF THE OVERPASS
 FN0655'BRIDGE.
 FN0655'
 FN0655'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 FN0655'DISK, SET IN A CONCRETE MONUMENT PROJECTING ABOUT 6 INCHES ABOVE
 FN0655'THE GROUND AND STAMPED 3510535005, 1973.
 FN0655
 FN0655                          STATION RECOVERY (2006)
 FN0655
 FN0655'RECOVERY NOTE BY GEOCACHING 2006 (BMC)
 FN0655'THE SHOULDER OF THE BRIDGE HAS BEEN WIDENED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0625 ***********************************************************************
 FN0625  DESIGNATION -  3510535005 25
 FN0625  PID         -  FN0625
 FN0625  STATE/COUNTY-  NM/SAN MIGUEL
 FN0625  USGS QUAD   -  ROWE (1966)
 FN0625
 FN0625                         *CURRENT SURVEY CONTROL
 FN0625  ___________________________________________________________________
 FN0625* NAD 83(1992)-  35 27 09.50262(N)    105 37 48.24841(W)     ADJUSTED  
 FN0625* NAVD 88     -      2077.2    (meters)    6815.     (feet)  VERTCON   
 FN0625  ___________________________________________________________________
 FN0625  LAPLACE CORR-          -2.29  (seconds)                    DEFLEC99
 FN0625  GEOID HEIGHT-         -18.48  (meters)                     GEOID03
 FN0625
 FN0625  HORZ ORDER  -  SECOND
 FN0625
 FN0625.The horizontal coordinates were established by classical geodetic methods
 FN0625.and adjusted by the National Geodetic Survey in December 1993..
 FN0625
 FN0625.The NAVD 88 height was computed by applying the VERTCON shift value to
 FN0625.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FN0625
 FN0625.The Laplace correction was computed from DEFLEC99 derived deflections.
 FN0625
 FN0625.The geoid height was determined by GEOID03.
 FN0625
 FN0625;                    North         East     Units Scale Factor Converg.
 FN0625;SPC NM E     -   494,564.378    47,286.328   MT  1.00007980   -0 45 08.0
 FN0625;SPC NM E     - 1,622,583.30    155,138.56   sFT  1.00007980   -0 45 08.0
 FN0625;UTM  13      - 3,923,423.310   442,823.186   MT  0.99964029   -0 21 55.7
 FN0625
 FN0625!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FN0625!SPC NM E     -   0.99967696  x   1.00007980  =   0.99975674
 FN0625!UTM  13      -   0.99967696  x   0.99964029  =   0.99931737
 FN0625
 FN0625:                Primary Azimuth Mark                     Grid Az
 FN0625:SPC NM E     -  3510535006 25                            128 34 06.7
 FN0625:UTM  13      -  3510535006 25                            128 10 54.4
 FN0625
 FN0625|---------------------------------------------------------------------|
 FN0625| PID    Reference Object                     Distance      Geod. Az  |
 FN0625|                                                           dddmmss.s |
 FN0625| FN0623 3510535006 25                       APPROX. 1.2 KM 1274858.7 |
 FN0625|---------------------------------------------------------------------|
 FN0625
 FN0625                          SUPERSEDED SURVEY CONTROL
 FN0625
 FN0625  NAD 83(1986)-  35 27 09.50580(N)    105 37 48.24965(W) AD(       ) 2
 FN0625  NAD 27      -  35 27 09.35526(N)    105 37 46.18890(W) AD(       ) 2
 FN0625  NGVD 29 (07/19/86) 2076.3    (m)         6812.     (f) VERT ANG       
 FN0625
 FN0625.Superseded values are not recommended for survey control.
 FN0625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0625.See file dsdata.txt to determine how the superseded data were derived.
 FN0625
 FN0625_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV4282323423(NAD 83)
 FN0625_MARKER: DD = SURVEY DISK
 FN0625_SETTING: 0 = UNSPECIFIED SETTING
 FN0625_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FN0625
 FN0625  HISTORY     - Date     Condition        Report By
 FN0625  HISTORY     - 1976     MONUMENTED       NMHD
 FN0625
 FN0625                          STATION DESCRIPTION
 FN0625
 FN0625'DESCRIBED BY NM HIGHWAY DEPT 1976 (CW)
 FN0625'THE STATION IS LOCATED IN SAN MIGUEL COUNTY, ALONG I-25
 FN0625'AND IS 25.7 AIRMILES WSW OF LAS VEGAS, NEW MEXICO,
 FN0625'AND 9.2 ROADMILES NORTH OF THE SAN MIGUEL/SANTA FE
 FN0625'COUNTY LINE.
 FN0625'
 FN0625'THE STATION IS AT MILEPOST 311.7.
 FN0625'
 FN0625'TO REACH FROM THE GLORIETA INTERCHANGE OVER I-25,
 FN0625'IN GLORIETA, GO NORTH ON I-25 12.55 MILES TO THE
 FN0625'STATION ON THE RIGHT.  THE STATION IS 57 FEET EAST
 FN0625'OF THE CENTERLINE OF THE NORTH BOUND LANE, AND 3 FEET
 FN0625'WEST OF THE R/W FENCELINE.
 FN0625'
 FN0625'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY
 FN0625'COMMISSION DISK SET IN A CONCRETE POST PROJECTING
 FN0625'ABOUT SIX INCHES ABOVE THE GROUND AND STAMPED
 FN0625'3510535005-25, 1976
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0654 ***********************************************************************
 FN0654  DESIGNATION -  3510535006
 FN0654  PID         -  FN0654
 FN0654  STATE/COUNTY-  NM/TORRANCE
 FN0654  USGS QUAD   -  LONGHORN RESERVOIR (1990)
 FN0654
 FN0654                         *CURRENT SURVEY CONTROL
 FN0654  ___________________________________________________________________
 FN0654* NAD 83(1992)-  35 00 19.48180(N)    105 53 02.36458(W)     ADJUSTED  
 FN0654* NAVD 88     -      1933.2    (meters)    6343.     (feet)  VERTCON   
 FN0654  ___________________________________________________________________
 FN0654  LAPLACE CORR-           1.62  (seconds)                    DEFLEC99
 FN0654  GEOID HEIGHT-         -19.50  (meters)                     GEOID03
 FN0654
 FN0654  HORZ ORDER  -  SECOND
 FN0654
 FN0654.The horizontal coordinates were established by classical geodetic methods
 FN0654.and adjusted by the National Geodetic Survey in December 1993..
 FN0654
 FN0654.The NAVD 88 height was computed by applying the VERTCON shift value to
 FN0654.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FN0654
 FN0654.The Laplace correction was computed from DEFLEC99 derived deflections.
 FN0654
 FN0654.The geoid height was determined by GEOID03.
 FN0654
 FN0654;                    North         East     Units Scale Factor Converg.
 FN0654;SPC NM C     -   444,235.735   533,406.906   MT  0.99991375   +0 12 35.9
 FN0654;SPC NM C     - 1,457,463.41  1,750,019.16   sFT  0.99991375   +0 12 35.9
 FN0654;SPC NM E     -   445,277.457    23,459.607   MT  1.00015592   -0 53 22.9
 FN0654;SPC NM E     - 1,460,881.12     76,967.06   sFT  1.00015592   -0 53 22.9
 FN0654;UTM  13      - 3,874,000.161   419,338.643   MT  0.99968019   -0 30 25.7
 FN0654
 FN0654!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FN0654!SPC NM C     -   0.99969970  x   0.99991375  =   0.99961348
 FN0654!SPC NM E     -   0.99969970  x   1.00015592  =   0.99985558
 FN0654!UTM  13      -   0.99969970  x   0.99968019  =   0.99937999
 FN0654
 FN0654:                Primary Azimuth Mark                     Grid Az
 FN0654:SPC NM C     -  3510535007                               089 22 57.0
 FN0654:SPC NM E     -  3510535007                               090 28 55.8
 FN0654:UTM  13      -  3510535007                               090 05 58.6
 FN0654
 FN0654|---------------------------------------------------------------------|
 FN0654| PID    Reference Object                     Distance      Geod. Az  |
 FN0654|                                                           dddmmss.s |
 FN0654| FN0651 3510535007                          APPROX. 3.9 KM 0893532.9 |
 FN0654|---------------------------------------------------------------------|
 FN0654
 FN0654                          SUPERSEDED SURVEY CONTROL
 FN0654
 FN0654  NAD 83(1986)-  35 00 19.49248(N)    105 53 02.36504(W) AD(       ) 2
 FN0654  NAD 27      -  35 00 19.30572(N)    105 53 00.29575(W) AD(       ) 2
 FN0654  NGVD 29 (07/19/86) 1932.3    (m)         6340.     (f) VERT ANG       
 FN0654
 FN0654.Superseded values are not recommended for survey control.
 FN0654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0654.See file dsdata.txt to determine how the superseded data were derived.
 FN0654
 FN0654_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDU1933974000(NAD 83)
 FN0654_MARKER: DD = SURVEY DISK
 FN0654_SETTING: 0 = UNSPECIFIED SETTING
 FN0654_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FN0654
 FN0654  HISTORY     - Date     Condition        Report By
 FN0654  HISTORY     - 1973     MONUMENTED       NMHD
 FN0654  HISTORY     - 20060219 GOOD             GEOCAC
 FN0654
 FN0654                          STATION DESCRIPTION
 FN0654
 FN0654'DESCRIBED BY NM HIGHWAY DEPT 1973 (CWW)
 FN0654'THE STATION IS LOCATED IN TORRANCE COUNTY ALONG INTERSTATE 40 AND
 FN0654'IS ABOUT 9.1 MILES AIRLINE EAST OF MORIARTY NEW MEXICO.
 FN0654'
 FN0654'TO REACH FROM THE INTERSECTION OF U.S. 66 AND STATE ROAD 41 IN
 FN0654'MORIARTY, GO EAST ON U.S. 66, 1.25 MILES TO AN INTERCHANGE
 FN0654'ON-RAMP.  GO EAST ON INTERSTATE 40, 8.1 MILES TO THE STATION ON
 FN0654'THE RIGHT.  THE STATION IS 91 FEET SOUTH OF THE CENTER OF THE
 FN0654'WESTBOUND LANE OF INTERSTATE 40.
 FN0654'
 FN0654'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 FN0654'DISK SET IN A CONCRETE MONUMENT PROJECTING ABOUT 6 INCHES ABOVE
 FN0654'THE GROUND AND STAMPED 3510535006 1973.
 FN0654
 FN0654                          STATION RECOVERY (2006)
 FN0654
 FN0654'RECOVERY NOTE BY GEOCACHING 2006 (BMC)
 FN0654'THE STATION IS 3 FT. NORTH OF THE RIGHT OF WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0623 ***********************************************************************
 FN0623  DESIGNATION -  3510535006 25
 FN0623  PID         -  FN0623
 FN0623  STATE/COUNTY-  NM/SAN MIGUEL
 FN0623  USGS QUAD   -  NORTH SAN YSIDRO (1966)
 FN0623
 FN0623                         *CURRENT SURVEY CONTROL
 FN0623  ___________________________________________________________________
 FN0623* NAD 83(1992)-  35 26 45.50291(N)    105 37 10.46310(W)     ADJUSTED  
 FN0623* NAVD 88     -      2071.47   (+/-2cm)    6796.1    (feet)  VERTCON   
 FN0623  ___________________________________________________________________
 FN0623  LAPLACE CORR-          -2.83  (seconds)                    DEFLEC99
 FN0623  GEOID HEIGHT-         -18.51  (meters)                     GEOID03
 FN0623
 FN0623  HORZ ORDER  -  SECOND
 FN0623  VERT ORDER  -  THIRD ? (See Below)
 FN0623
 FN0623.The horizontal coordinates were established by classical geodetic methods
 FN0623.and adjusted by the National Geodetic Survey in December 1993..
 FN0623
 FN0623.The NAVD 88 height was computed by applying the VERTCON shift value to
 FN0623.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FN0623.The vertical order pertains to the NGVD 29 superseded value.
 FN0623
 FN0623.The Laplace correction was computed from DEFLEC99 derived deflections.
 FN0623
 FN0623.The geoid height was determined by GEOID03.
 FN0623
 FN0623;                    North         East     Units Scale Factor Converg.
 FN0623;SPC NM E     -   493,812.274    48,229.536   MT  1.00007707   -0 44 45.7
 FN0623;SPC NM E     - 1,620,115.77    158,233.07   sFT  1.00007707   -0 44 45.7
 FN0623;UTM  13      - 3,922,677.917   443,771.034   MT  0.99963896   -0 21 33.6
 FN0623
 FN0623!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FN0623!SPC NM E     -   0.99967787  x   1.00007707  =   0.99975492
 FN0623!UTM  13      -   0.99967787  x   0.99963896  =   0.99931695
 FN0623
 FN0623:                Primary Azimuth Mark                     Grid Az
 FN0623:SPC NM E     -  3510535007 25                            134 20 13.0
 FN0623:UTM  13      -  3510535007 25                            133 57 00.9
 FN0623
 FN0623|---------------------------------------------------------------------|
 FN0623| PID    Reference Object                     Distance      Geod. Az  |
 FN0623|                                                           dddmmss.s |
 FN0623| FN0622 3510535007 25                       APPROX. 1.6 KM 1333527.3 |
 FN0623| FN0615 GISE                                193.346 METERS 16354     |
 FN0623|---------------------------------------------------------------------|
 FN0623
 FN0623                          SUPERSEDED SURVEY CONTROL
 FN0623
 FN0623  NAD 83(1986)-  35 26 45.50616(N)    105 37 10.46424(W) AD(       ) 2
 FN0623  NAD 27      -  35 26 45.35386(N)    105 37 08.40328(W) AD(       ) 2
 FN0623  NGVD 29 (07/19/86) 2070.54   (m)         6793.1    (f) LEVELING    3  
 FN0623
 FN0623.Superseded values are not recommended for survey control.
 FN0623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0623.See file dsdata.txt to determine how the superseded data were derived.
 FN0623
 FN0623_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV4377122678(NAD 83)
 FN0623_MARKER: DD = SURVEY DISK
 FN0623_SETTING: 0 = UNSPECIFIED SETTING
 FN0623_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FN0623
 FN0623  HISTORY     - Date     Condition        Report By
 FN0623  HISTORY     - 1976     MONUMENTED       NMHD
 FN0623
 FN0623                          STATION DESCRIPTION
 FN0623
 FN0623'DESCRIBED BY NM HIGHWAY DEPT 1976 (CW)
 FN0623'THE STATION IS LOCATED IN SAN MIGUEL COUNTY, ALONG
 FN0623'I-25 AND IS 25.3 AIRMILES WSW OF LAS VEGAS, NEW MEXICO,
 FN0623'AND 9.95 ROADMILES NORTH OF THE SAN MIGUEL/SANTA FE
 FN0623'COUNTY LINE.
 FN0623'
 FN0623'THE STATION IS AT MILEPOST 312.5.
 FN0623'
 FN0623'TO REACH FROM THE GLORIETA INTERCHANGE OVER I-25,
 FN0623'IN GLORIETA, GO NORTH ON I-25 13.3 MILES TO THE
 FN0623'STATION ON THE RIGHT.  THE STATION IS 53 FEET EAST
 FN0623'OF THE CENTERLINE OF THE NORTH BOUND LANE, AND 5 FEET
 FN0623'WEST OF THE R/W FENCELINE.
 FN0623'
 FN0623'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY
 FN0623'COMMISSION DISK SET IN A CONCRETE POST PROJECTING
 FN0623'ABOUT SIX INCHES ABOVE THE GROUND AND STAMPED
 FN0623'3510535006-25, 1976
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0651 ***********************************************************************
 FN0651  DESIGNATION -  3510535007
 FN0651  PID         -  FN0651
 FN0651  STATE/COUNTY-  NM/TORRANCE
 FN0651  USGS QUAD   -  EL CUERVO BUTTE (1990)
 FN0651
 FN0651                         *CURRENT SURVEY CONTROL
 FN0651  ___________________________________________________________________
 FN0651* NAD 83(1992)-  35 00 20.35222(N)    105 50 29.04188(W)     ADJUSTED  
 FN0651* NAVD 88     -      2008.9    (meters)    6591.     (feet)  VERTCON   
 FN0651  ___________________________________________________________________
 FN0651  LAPLACE CORR-           1.67  (seconds)                    DEFLEC99
 FN0651  GEOID HEIGHT-         -19.48  (meters)                     GEOID03
 FN0651
 FN0651  HORZ ORDER  -  SECOND
 FN0651
 FN0651.The horizontal coordinates were established by classical geodetic methods
 FN0651.and adjusted by the National Geodetic Survey in December 1993..
 FN0651
 FN0651.The NAVD 88 height was computed by applying the VERTCON shift value to
 FN0651.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FN0651
 FN0651.The Laplace correction was computed from DEFLEC99 derived deflections.
 FN0651
 FN0651.The geoid height was determined by GEOID03.
 FN0651
 FN0651;                    North         East     Units Scale Factor Converg.
 FN0651;SPC NM C     -   444,277.630   537,294.112   MT  0.99991714   +0 14 03.8
 FN0651;SPC NM C     - 1,457,600.86  1,762,772.43   sFT  0.99991714   +0 14 03.8
 FN0651;SPC NM E     -   445,244.736    27,347.810   MT  1.00014255   -0 51 54.9
 FN0651;SPC NM E     - 1,460,773.77     89,723.61   sFT  1.00014255   -0 51 54.9
 FN0651;UTM  13      - 3,873,993.405   423,225.140   MT  0.99967264   -0 28 57.7
 FN0651
 FN0651!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FN0651!SPC NM C     -   0.99968782  x   0.99991714  =   0.99960499
 FN0651!SPC NM E     -   0.99968782  x   1.00014255  =   0.99983033
 FN0651!UTM  13      -   0.99968782  x   0.99967264  =   0.99936056
 FN0651
 FN0651:                Primary Azimuth Mark                     Grid Az
 FN0651:SPC NM C     -  3510535008                               090 20 51.2
 FN0651:SPC NM E     -  3510535008                               091 26 49.9
 FN0651:UTM  13      -  3510535008                               091 03 52.7
 FN0651
 FN0651|---------------------------------------------------------------------|
 FN0651| PID    Reference Object                     Distance      Geod. Az  |
 FN0651|                                                           dddmmss.s |
 FN0651| FN0650 3510535008                          APPROX. 0.8 KM 0903455.0 |
 FN0651|---------------------------------------------------------------------|
 FN0651
 FN0651                          SUPERSEDED SURVEY CONTROL
 FN0651
 FN0651  NAD 83(1986)-  35 00 20.36246(N)    105 50 29.04199(W) AD(       ) 2
 FN0651  NAD 27      -  35 00 20.17342(N)    105 50 26.97630(W) AD(       ) 2
 FN0651  NGVD 29 (07/19/86) 2008.0    (m)         6588.     (f) VERT ANG       
 FN0651
 FN0651.Superseded values are not recommended for survey control.
 FN0651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0651.See file dsdata.txt to determine how the superseded data were derived.
 FN0651
 FN0651_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDU2322573993(NAD 83)
 FN0651_MARKER: DD = SURVEY DISK
 FN0651_SETTING: 0 = UNSPECIFIED SETTING
 FN0651_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FN0651
 FN0651  HISTORY     - Date     Condition        Report By
 FN0651  HISTORY     - 1973     MONUMENTED       NMHD
 FN0651  HISTORY     - 20051023 GOOD             GEOCAC
 FN0651
 FN0651                          STATION DESCRIPTION
 FN0651
 FN0651'DESCRIBED BY NM HIGHWAY DEPT 1973 (CWW)
 FN0651'THE STATION IS LOCATED IN TORRANCE COUNTY ALONG INTERSTATE 40 AND
 FN0651'IS ABOUT 11.5 MILES AIRLINE EAST OF MORIARTY NEW MEXICO.
 FN0651'
 FN0651'TO REACH FROM THE INTERSECTION OF U.S. 66 AND STATE ROAD 41 IN
 FN0651'MORIARTY, GO EAST ON U.S. 66, 1.25 MILES TO AN INTERCHANGE
 FN0651'ON-RAMP.  GO EAST ON INTERSTATE 40, 10.55 MILES TO THE STATION ON
 FN0651'THE LEFT.  THE STATION IS 97 FEET NORTH OF THE CENTER OF THE
 FN0651'WESTBOUND LANE OF INTERSTATE 40.
 FN0651'
 FN0651'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 FN0651'DISK SET IN A CONCRETE MONUMENT PROJECTING ABOUT 6 INCHES ABOVE
 FN0651'THE GROUND AND STAMPED 3510535007 1973.
 FN0651
 FN0651                          STATION RECOVERY (2005)
 FN0651
 FN0651'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 FN0651'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0622 ***********************************************************************
 FN0622  DESIGNATION -  3510535007 25
 FN0622  PID         -  FN0622
 FN0622  STATE/COUNTY-  NM/SAN MIGUEL
 FN0622  USGS QUAD   -  NORTH SAN YSIDRO (1966)
 FN0622
 FN0622                         *CURRENT SURVEY CONTROL
 FN0622  ___________________________________________________________________
 FN0622* NAD 83(1992)-  35 26 10.68563(N)    105 36 25.77748(W)     ADJUSTED  
 FN0622* NAVD 88     -      2070.3    (meters)    6792.     (feet)  VERTCON   
 FN0622  ___________________________________________________________________
 FN0622  LAPLACE CORR-          -3.24  (seconds)                    DEFLEC99
 FN0622  GEOID HEIGHT-         -18.55  (meters)                     GEOID03
 FN0622
 FN0622  HORZ ORDER  -  SECOND
 FN0622
 FN0622.The horizontal coordinates were established by classical geodetic methods
 FN0622.and adjusted by the National Geodetic Survey in December 1993..
 FN0622
 FN0622.The NAVD 88 height was computed by applying the VERTCON shift value to
 FN0622.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FN0622
 FN0622.The Laplace correction was computed from DEFLEC99 derived deflections.
 FN0622
 FN0622.The geoid height was determined by GEOID03.
 FN0622
 FN0622;                    North         East     Units Scale Factor Converg.
 FN0622;SPC NM E     -   492,724.644    49,342.639   MT  1.00007388   -0 44 19.1
 FN0622;SPC NM E     - 1,616,547.44    161,884.97   sFT  1.00007388   -0 44 19.1
 FN0622;UTM  13      - 3,921,598.296   444,890.961   MT  0.99963743   -0 21 07.3
 FN0622
 FN0622!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FN0622!SPC NM E     -   0.99967806  x   1.00007388  =   0.99975191
 FN0622!UTM  13      -   0.99967806  x   0.99963743  =   0.99931560
 FN0622
 FN0622:                Primary Azimuth Mark                     Grid Az
 FN0622:SPC NM E     -  3510535008 25                            133 13 24.0
 FN0622:UTM  13      -  3510535008 25                            132 50 12.2
 FN0622
 FN0622|---------------------------------------------------------------------|
 FN0622| PID    Reference Object                     Distance      Geod. Az  |
 FN0622|                                                           dddmmss.s |
 FN0622| FN0621 3510535008 25                       APPROX. 1.0 KM 1322904.9 |
 FN0622|---------------------------------------------------------------------|
 FN0622
 FN0622                          SUPERSEDED SURVEY CONTROL
 FN0622
 FN0622  NAD 83(1986)-  35 26 10.68897(N)    105 36 25.77850(W) AD(       ) 2
 FN0622  NAD 27      -  35 26 10.53682(N)    105 36 23.72144(W) AD(       ) 2
 FN0622  NGVD 29 (07/19/86) 2069.4    (m)         6789.     (f) VERT ANG       
 FN0622
 FN0622.Superseded values are not recommended for survey control.
 FN0622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0622.See file dsdata.txt to determine how the superseded data were derived.
 FN0622
 FN0622_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV4489121598(NAD 83)
 FN0622_MARKER: DD = SURVEY DISK
 FN0622_SETTING: 0 = UNSPECIFIED SETTING
 FN0622_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FN0622
 FN0622  HISTORY     - Date     Condition        Report By
 FN0622  HISTORY     - 1976     MONUMENTED       NMHD
 FN0622
 FN0622                          STATION DESCRIPTION
 FN0622
 FN0622'DESCRIBED BY NM HIGHWAY DEPT 1976 (CW)
 FN0622'THE STATION IS LOCATED IN SAN MIGUEL COUNTY, ALONG I-25
 FN0622'AND IS 24.9 AIRMILES WSW OF LAS VEGAS, NEW MEXICO,
 FN0622'AND 10.95 ROADMILES NORTH OF THE SAN MIGUEL/SANTA FE
 FN0622'COUNTY LINE.
 FN0622'
 FN0622'THE STATION IS AT MILEPOST 313.4.
 FN0622'
 FN0622'TO REACH FROM THE GLORIETA INTERCHANGE OVER I-25,
 FN0622'IN GLORIETA, GO NORTH ON I-25 14.3 MILES TO THE
 FN0622'STATION ON THE RIGHT.  THE STATION IS 31 FEET EAST
 FN0622'OF THE CENTERLINE OF THE NORTH BOUND LANE, AND 5 FEET
 FN0622'WEST OF THE R/W FENCELINE.
 FN0622'
 FN0622'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY
 FN0622'COMMISSION DISK SET IN A CONCRETE POST PROJECTING ABOUT
 FN0622'SIX INCHES ABOVE THE GROUND AND STAMPED 3510535007-25, 1976
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0621 ***********************************************************************
 FN0621  DESIGNATION -  3510535008 25
 FN0621  PID         -  FN0621
 FN0621  STATE/COUNTY-  NM/SAN MIGUEL
 FN0621  USGS QUAD   -  NORTH SAN YSIDRO (1966)
 FN0621
 FN0621                         *CURRENT SURVEY CONTROL
 FN0621  ___________________________________________________________________
 FN0621* NAD 83(1992)-  35 25 49.49100(N)    105 35 57.50351(W)     ADJUSTED  
 FN0621* NAVD 88     -      2046.2    (meters)    6713.     (feet)  VERTCON   
 FN0621  ___________________________________________________________________
 FN0621  LAPLACE CORR-          -3.40  (seconds)                    DEFLEC99
 FN0621  GEOID HEIGHT-         -18.57  (meters)                     GEOID03
 FN0621
 FN0621  HORZ ORDER  -  SECOND
 FN0621
 FN0621.The horizontal coordinates were established by classical geodetic methods
 FN0621.and adjusted by the National Geodetic Survey in December 1993..
 FN0621
 FN0621.The NAVD 88 height was computed by applying the VERTCON shift value to
 FN0621.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FN0621
 FN0621.The Laplace correction was computed from DEFLEC99 derived deflections.
 FN0621
 FN0621.The geoid height was determined by GEOID03.
 FN0621
 FN0621;                    North         East     Units Scale Factor Converg.
 FN0621;SPC NM E     -   492,062.287    50,047.403   MT  1.00007188   -0 44 02.3
 FN0621;SPC NM E     - 1,614,374.35    164,197.19   sFT  1.00007188   -0 44 02.3
 FN0621;UTM  13      - 3,920,940.995   445,599.869   MT  0.99963647   -0 20 50.8
 FN0621
 FN0621!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FN0621!SPC NM E     -   0.99968184  x   1.00007188  =   0.99975370
 FN0621!UTM  13      -   0.99968184  x   0.99963647  =   0.99931843
 FN0621
 FN0621:                Primary Azimuth Mark                     Grid Az
 FN0621:SPC NM E     -  3510535009 25                            106 13 38.7
 FN0621:UTM  13      -  3510535009 25                            105 50 27.2
 FN0621
 FN0621|---------------------------------------------------------------------|
 FN0621| PID    Reference Object                     Distance      Geod. Az  |
 FN0621|                                                           dddmmss.s |
 FN0621| FN0620 3510535009 25                       APPROX. 2.1 KM 1052936.4 |
 FN0621|---------------------------------------------------------------------|
 FN0621
 FN0621                          SUPERSEDED SURVEY CONTROL
 FN0621
 FN0621  NAD 83(1986)-  35 25 49.49440(N)    105 35 57.50443(W) AD(       ) 2
 FN0621  NAD 27      -  35 25 49.34221(N)    105 35 55.44927(W) AD(       ) 2
 FN0621  NGVD 29 (07/19/86) 2045.3    (m)         6710.     (f) VERT ANG       
 FN0621
 FN0621.Superseded values are not recommended for survey control.
 FN0621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0621.See file dsdata.txt to determine how the superseded data were derived.
 FN0621
 FN0621_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV4560020941(NAD 83)
 FN0621_MARKER: DD = SURVEY DISK
 FN0621_SETTING: 0 = UNSPECIFIED SETTING
 FN0621_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FN0621
 FN0621  HISTORY     - Date     Condition        Report By
 FN0621  HISTORY     - 1976     MONUMENTED       NMHD
 FN0621
 FN0621                          STATION DESCRIPTION
 FN0621
 FN0621'DESCRIBED BY NM HIGHWAY DEPT 1976 (CW)
 FN0621'THE STATION IS LOCATED IN SAN MIGUEL COUNTY, ALONG I-25
 FN0621'AND IS 24.7 AIRMILES WSW OF LAS VEGAS, NEW MEXICO,
 FN0621'AND 11.55 ROADMILES NORTH OF THE SAN MIGUEL/SANTA FE
 FN0621'COUNTY LINE.
 FN0621'
 FN0621'THE STATION IS AT MILEPOST 314.1.
 FN0621'
 FN0621'TO REACH FROM THE GLORIETA INTERCHANGE OVER I-25,
 FN0621'IN GLORIETA, GO NORTH ON I-25 14.9 MILES TO THE
 FN0621'STATION ON THE RIGHT.  THE STATION IS 61 FEET EAST OF
 FN0621'THE CENTERLINE OF THE NORTH BOUND LANE, AND 28 FEET
 FN0621'WEST OF THE R/W FENCELINE.
 FN0621'
 FN0621'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY
 FN0621'COMMISSION DISK SET IN A CONCRETE POST PROJECTING ABOUT
 FN0621'SIX INCHES ABOVE THE GROUND AND STAMPED 3510535008-25, 1976
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0649 ***********************************************************************
 FN0649  DESIGNATION -  3510535009
 FN0649  PID         -  FN0649
 FN0649  STATE/COUNTY-  NM/TORRANCE
 FN0649  USGS QUAD   -  EL CUERVO BUTTE (1990)
 FN0649
 FN0649                         *CURRENT SURVEY CONTROL
 FN0649  ___________________________________________________________________
 FN0649* NAD 83(1992)-  35 00 16.42029(N)    105 48 28.47687(W)     ADJUSTED  
 FN0649* NAVD 88     -      2001.6    (meters)    6567.     (feet)  VERTCON   
 FN0649  ___________________________________________________________________
 FN0649  LAPLACE CORR-           1.56  (seconds)                    DEFLEC99
 FN0649  GEOID HEIGHT-         -19.46  (meters)                     GEOID03
 FN0649
 FN0649  HORZ ORDER  -  SECOND
 FN0649
 FN0649.The horizontal coordinates were established by classical geodetic methods
 FN0649.and adjusted by the National Geodetic Survey in December 1993..
 FN0649
 FN0649.The NAVD 88 height was computed by applying the VERTCON shift value to
 FN0649.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FN0649
 FN0649.The Laplace correction was computed from DEFLEC99 derived deflections.
 FN0649
 FN0649.The geoid height was determined by GEOID03.
 FN0649
 FN0649;                    North         East     Units Scale Factor Converg.
 FN0649;SPC NM C     -   444,169.489   540,351.428   MT  0.99992006   +0 15 13.0
 FN0649;SPC NM C     - 1,457,246.07  1,772,802.98   sFT  0.99992006   +0 15 13.0
 FN0649;SPC NM E     -   445,077.906    30,403.156   MT  1.00013230   -0 50 45.6
 FN0649;SPC NM E     - 1,460,226.43     99,747.69   sFT  1.00013230   -0 50 45.6
 FN0649;UTM  13      - 3,873,847.046   426,280.103   MT  0.99966698   -0 27 48.5
 FN0649
 FN0649!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FN0649!SPC NM C     -   0.99968896  x   0.99992006  =   0.99960904
 FN0649!SPC NM E     -   0.99968896  x   1.00013230  =   0.99982122
 FN0649!UTM  13      -   0.99968896  x   0.99966698  =   0.99935604
 FN0649
 FN0649:                Primary Azimuth Mark                     Grid Az
 FN0649:SPC NM C     -  3510535010                               090 21 36.4
 FN0649:SPC NM E     -  3510535010                               091 27 35.0
 FN0649:UTM  13      -  3510535010                               091 04 37.9
 FN0649
 FN0649|---------------------------------------------------------------------|
 FN0649| PID    Reference Object                     Distance      Geod. Az  |
 FN0649|                                                           dddmmss.s |
 FN0649| FN0648 3510535010                          APPROX. 2.4 KM 0903649.4 |
 FN0649|---------------------------------------------------------------------|
 FN0649
 FN0649                          SUPERSEDED SURVEY CONTROL
 FN0649
 FN0649  NAD 83(1986)-  35 00 16.43019(N)    105 48 28.47694(W) AD(       ) 2
 FN0649  NAD 27      -  35 00 16.23933(N)    105 48 26.41456(W) AD(       ) 2
 FN0649  NGVD 29 (07/19/86) 2000.7    (m)         6564.     (f) VERT ANG       
 FN0649
 FN0649.Superseded values are not recommended for survey control.
 FN0649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0649.See file dsdata.txt to determine how the superseded data were derived.
 FN0649
 FN0649_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDU2628073847(NAD 83)
 FN0649_MARKER: DD = SURVEY DISK
 FN0649_SETTING: 0 = UNSPECIFIED SETTING
 FN0649_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FN0649
 FN0649  HISTORY     - Date     Condition        Report By
 FN0649  HISTORY     - 1973     MONUMENTED       NMHD
 FN0649  HISTORY     - 20060219 GOOD             GEOCAC
 FN0649
 FN0649                          STATION DESCRIPTION
 FN0649
 FN0649'DESCRIBED BY NM HIGHWAY DEPT 1973 (CWW)
 FN0649'THE STATION IS LOCATED IN TORRANCE COUNTY ALONG INTERSTATE 40 AND
 FN0649'IS ABOUT 8.1 MILES AIRLINE WEST OF CLINES CORNERS, NEW MEXICO.
 FN0649'
 FN0649'TO REACH FROM THE INTERSECTION OF I-40 AND U.S. 285 AT CLINES
 FN0649'CORNERS, GO WEST ON INTERSTATE 40 8.15 MILES TO THE STATION ON THE
 FN0649'LEFT.  THE STATION IS 106 FEET SOUTH OF THE CENTER OF THE EASTBOUND
 FN0649'LANE OF INTERSTATE 40.
 FN0649'
 FN0649'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 FN0649'DISK SET IN A CONCRETE MONUMENT PROJECTING ABOUT 6 INCHES ABOVE
 FN0649'THE GROUND AND STAMPED 3510535009 1973.
 FN0649
 FN0649                          STATION RECOVERY (2006)
 FN0649
 FN0649'RECOVERY NOTE BY GEOCACHING 2006 (BMC)
 FN0649'THE STATION IS 2 FT. NORTH OF THE RIGHT OF WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0620 ***********************************************************************
 FN0620  DESIGNATION -  3510535009 25
 FN0620  PID         -  FN0620
 FN0620  STATE/COUNTY-  NM/SAN MIGUEL
 FN0620  USGS QUAD   -  NORTH SAN YSIDRO (1966)
 FN0620
 FN0620                         *CURRENT SURVEY CONTROL
 FN0620  ___________________________________________________________________
 FN0620* NAD 83(1992)-  35 25 31.24952(N)    105 34 37.13985(W)     ADJUSTED  
 FN0620* NAVD 88     -      2001.6    (meters)    6567.     (feet)  VERTCON   
 FN0620  ___________________________________________________________________
 FN0620  LAPLACE CORR-          -3.50  (seconds)                    DEFLEC99
 FN0620  GEOID HEIGHT-         -18.61  (meters)                     GEOID03
 FN0620
 FN0620  HORZ ORDER  -  SECOND
 FN0620
 FN0620.The horizontal coordinates were established by classical geodetic methods
 FN0620.and adjusted by the National Geodetic Survey in December 1993..
 FN0620
 FN0620.The NAVD 88 height was computed by applying the VERTCON shift value to
 FN0620.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FN0620
 FN0620.The Laplace correction was computed from DEFLEC99 derived deflections.
 FN0620
 FN0620.The geoid height was determined by GEOID03.
 FN0620
 FN0620;                    North         East     Units Scale Factor Converg.
 FN0620;SPC NM E     -   491,474.370    52,067.424   MT  1.00006621   -0 43 15.4
 FN0620;SPC NM E     - 1,612,445.50    170,824.54   sFT  1.00006621   -0 43 15.4
 FN0620;UTM  13      - 3,920,366.968   447,622.932   MT  0.99963381   -0 20 04.0
 FN0620
 FN0620!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FN0620!SPC NM E     -   0.99968885  x   1.00006621  =   0.99975503
 FN0620!UTM  13      -   0.99968885  x   0.99963381  =   0.99932277
 FN0620
 FN0620:                Primary Azimuth Mark                     Grid Az
 FN0620:SPC NM E     -  3510535010 25                            103 27 06.3
 FN0620:UTM  13      -  3510535010 25                            103 03 54.9
 FN0620
 FN0620|---------------------------------------------------------------------|
 FN0620| PID    Reference Object                     Distance      Geod. Az  |
 FN0620|                                                           dddmmss.s |
 FN0620| FN0619 3510535010 25                       APPROX. 2.3 KM 1024350.9 |
 FN0620|---------------------------------------------------------------------|
 FN0620
 FN0620                          SUPERSEDED SURVEY CONTROL
 FN0620
 FN0620  NAD 83(1986)-  35 25 31.25302(N)    105 34 37.14029(W) AD(       ) 2
 FN0620  NAD 27      -  35 25 31.09938(N)    105 34 35.08213(W) AD(       ) 2
 FN0620  NGVD 29 (07/19/86) 2000.7    (m)         6564.     (f) VERT ANG       
 FN0620
 FN0620.Superseded values are not recommended for survey control.
 FN0620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0620.See file dsdata.txt to determine how the superseded data were derived.
 FN0620
 FN0620_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV4762320367(NAD 83)
 FN0620_MARKER: DD = SURVEY DISK
 FN0620_SETTING: 0 = UNSPECIFIED SETTING
 FN0620_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FN0620
 FN0620  HISTORY     - Date     Condition        Report By
 FN0620  HISTORY     - 1976     MONUMENTED       NMHD
 FN0620
 FN0620                          STATION DESCRIPTION
 FN0620
 FN0620'DESCRIBED BY NM HIGHWAY DEPT 1976 (CW)
 FN0620'THE STATION IS LOCATED IN SAN MIGUEL COUNTY, ALONG I-25
 FN0620'AND IS 23.7 AIRMILES WSW OF LAS VEGAS, NEW MEXICO,
 FN0620'AND 12.9 ROADMILES NORTH OF THE SAN MIGUEL/SANTA FE
 FN0620'COUNTY LINE.
 FN0620'
 FN0620'THE STATION IS AT MILEPOST 315.4.
 FN0620'
 FN0620'TO REACH FROM THE GLORIETA INTERCHANGE OVER I-25,
 FN0620'IN GLORIETA, GO NORTH ON I-25 16.25 MILES TO THE STATION
 FN0620'ON THE RIGHT.  THE STATION IS 61 FEET EAST OF THE
 FN0620'CENTERLINE OF THE NORTH BOUND LANE, AND 5 FEET WEST OF
 FN0620'THE R/W FENCELINE.
 FN0620'
 FN0620'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY
 FN0620'COMMISSION DISK SET IN A CONCRETE POST PROJECTING ABOUT
 FN0620'SIX INCHES ABOVE THE GROUND AND STAMPED 3510535009-25, 1976
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0648 ***********************************************************************
 FN0648  DESIGNATION -  3510535010
 FN0648  PID         -  FN0648
 FN0648  STATE/COUNTY-  NM/TORRANCE
 FN0648  USGS QUAD   -  EL CUERVO BUTTE (1990)
 FN0648
 FN0648                         *CURRENT SURVEY CONTROL
 FN0648  ___________________________________________________________________
 FN0648* NAD 83(1992)-  35 00 15.58077(N)    105 46 54.37699(W)     ADJUSTED  
 FN0648* NAVD 88     -      2038.4    (meters)    6688.     (feet)  VERTCON   
 FN0648  ___________________________________________________________________
 FN0648  LAPLACE CORR-           1.70  (seconds)                    DEFLEC99
 FN0648  GEOID HEIGHT-         -19.45  (meters)                     GEOID03
 FN0648
 FN0648  HORZ ORDER  -  SECOND
 FN0648
 FN0648.The horizontal coordinates were established by classical geodetic methods
 FN0648.and adjusted by the National Geodetic Survey in December 1993..
 FN0648
 FN0648.The NAVD 88 height was computed by applying the VERTCON shift value to
 FN0648.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FN0648
 FN0648.The Laplace correction was computed from DEFLEC99 derived deflections.
 FN0648
 FN0648.The geoid height was determined by GEOID03.
 FN0648
 FN0648;                    North         East     Units Scale Factor Converg.
 FN0648;SPC NM C     -   444,154.493   542,737.372   MT  0.99992250   +0 16 07.0
 FN0648;SPC NM C     - 1,457,196.87  1,780,630.86   sFT  0.99992250   +0 16 07.0
 FN0648;SPC NM E     -   445,017.112    32,788.868   MT  1.00012446   -0 49 51.6
 FN0648;SPC NM E     - 1,460,026.97    107,574.81   sFT  1.00012446   -0 49 51.6
 FN0648;UTM  13      - 3,873,802.202   428,665.061   MT  0.99966271   -0 26 54.5
 FN0648
 FN0648!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FN0648!SPC NM C     -   0.99968320  x   0.99992250  =   0.99960572
 FN0648!SPC NM E     -   0.99968320  x   1.00012446  =   0.99980762
 FN0648!UTM  13      -   0.99968320  x   0.99966271  =   0.99934601
 FN0648
 FN0648:                Primary Azimuth Mark                     Grid Az
 FN0648:SPC NM C     -  3510535011                               090 21 04.2
 FN0648:SPC NM E     -  3510535011                               091 27 02.8
 FN0648:UTM  13      -  3510535011                               091 04 05.7
 FN0648
 FN0648|---------------------------------------------------------------------|
 FN0648| PID    Reference Object                     Distance      Geod. Az  |
 FN0648|                                                           dddmmss.s |
 FN0648| FN0647 3510535011                          APPROX. 2.0 KM 0903711.2 |
 FN0648|---------------------------------------------------------------------|
 FN0648
 FN0648                          SUPERSEDED SURVEY CONTROL
 FN0648
 FN0648  NAD 83(1986)-  35 00 15.59038(N)    105 46 54.37701(W) AD(       ) 2
 FN0648  NAD 27      -  35 00 15.39824(N)    105 46 52.31726(W) AD(       ) 2
 FN0648  NGVD 29 (07/19/86) 2037.4    (m)         6684.     (f) VERT ANG       
 FN0648
 FN0648.Superseded values are not recommended for survey control.
 FN0648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0648.See file dsdata.txt to determine how the superseded data were derived.
 FN0648
 FN0648_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDU2866573802(NAD 83)
 FN0648_MARKER: DD = SURVEY DISK
 FN0648_SETTING: 0 = UNSPECIFIED SETTING
 FN0648_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FN0648
 FN0648  HISTORY     - Date     Condition        Report By
 FN0648  HISTORY     - 1973     MONUMENTED       NMHD
 FN0648  HISTORY     - 20060219 GOOD             GEOCAC
 FN0648
 FN0648                          STATION DESCRIPTION
 FN0648
 FN0648'DESCRIBED BY NM HIGHWAY DEPT 1973 (CWW)
 FN0648'THE STATION IS LOCATED IN TORRANCE COUNTY ALONG INTERSTATE 40 AND
 FN0648'IS ABOUT 6.7 MILES AIRLINE WEST OF CLINES CORNERS, NEW MEXICO.
 FN0648'
 FN0648'TO REACH FROM THE INTERSECTION OF I-40 AND U.S. 285 AT CLINES
 FN0648'CORNERS, GO WEST ON INTERSTATE 40 6.65 MILES TO THE STATION ON THE
 FN0648'LEFT.  THE STATION IS 106 FEET SOUTH OF THE CENTER OF THE EASTBOUND
 FN0648'LANE OF INTERSTATE 40.
 FN0648'
 FN0648'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 FN0648'DISK SET IN A CONCRETE MONUMENT PROJECTING ABOUT 6 INCHES ABOVE
 FN0648'THE GROUND AND STAMPED 3510535010 1973.
 FN0648
 FN0648                          STATION RECOVERY (2006)
 FN0648
 FN0648'RECOVERY NOTE BY GEOCACHING 2006 (BMC)
 FN0648'THE STATION IS 3 FT. NORTH OF THE RIGHT OF WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0619 ***********************************************************************
 FN0619  DESIGNATION -  3510535010 25
 FN0619  PID         -  FN0619
 FN0619  STATE/COUNTY-  NM/SAN MIGUEL
 FN0619  USGS QUAD   -  NORTH SAN YSIDRO (1966)
 FN0619
 FN0619                         *CURRENT SURVEY CONTROL
 FN0619  ___________________________________________________________________
 FN0619* NAD 83(1992)-  35 25 15.00170(N)    105 33 09.33041(W)     ADJUSTED  
 FN0619* NAVD 88     -      1994.8    (meters)    6545.     (feet)  VERTCON   
 FN0619  ___________________________________________________________________
 FN0619  LAPLACE CORR-          -3.81  (seconds)                    DEFLEC99
 FN0619  GEOID HEIGHT-         -18.66  (meters)                     GEOID03
 FN0619
 FN0619  HORZ ORDER  -  SECOND
 FN0619
 FN0619.The horizontal coordinates were established by classical geodetic methods
 FN0619.and adjusted by the National Geodetic Survey in December 1993..
 FN0619
 FN0619.The NAVD 88 height was computed by applying the VERTCON shift value to
 FN0619.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FN0619
 FN0619.The Laplace correction was computed from DEFLEC99 derived deflections.
 FN0619
 FN0619.The geoid height was determined by GEOID03.
 FN0619
 FN0619;                    North         East     Units Scale Factor Converg.
 FN0619;SPC NM E     -   490,946.037    54,276.288   MT  1.00006013   -0 42 24.2
 FN0619;SPC NM E     - 1,610,712.12    178,071.45   sFT  1.00006013   -0 42 24.2
 FN0619;UTM  13      - 3,919,853.767   449,834.356   MT  0.99963101   -0 19 13.0
 FN0619
 FN0619!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FN0619!SPC NM E     -   0.99968992  x   1.00006013  =   0.99975003
 FN0619!UTM  13      -   0.99968992  x   0.99963101  =   0.99932104
 FN0619
 FN0619:                Primary Azimuth Mark                     Grid Az
 FN0619:SPC NM E     -  3510535011 25                            109 57 08.8
 FN0619:UTM  13      -  3510535011 25                            109 33 57.6
 FN0619
 FN0619|---------------------------------------------------------------------|
 FN0619| PID    Reference Object                     Distance      Geod. Az  |
 FN0619|                                                           dddmmss.s |
 FN0619| FN0618 3510535011 25                       APPROX. 0.6 KM 1091444.6 |
 FN0619|---------------------------------------------------------------------|
 FN0619
 FN0619                          SUPERSEDED SURVEY CONTROL
 FN0619
 FN0619  NAD 83(1986)-  35 25 15.00533(N)    105 33 09.33021(W) AD(       ) 2
 FN0619  NAD 27      -  35 25 14.85109(N)    105 33 07.26989(W) AD(       ) 2
 FN0619  NGVD 29 (07/19/86) 1993.9    (m)         6542.     (f) VERT ANG       
 FN0619
 FN0619.Superseded values are not recommended for survey control.
 FN0619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0619.See file dsdata.txt to determine how the superseded data were derived.
 FN0619
 FN0619_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV4983419854(NAD 83)
 FN0619_MARKER: DD = SURVEY DISK
 FN0619_SETTING: 0 = UNSPECIFIED SETTING
 FN0619_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FN0619
 FN0619  HISTORY     - Date     Condition        Report By
 FN0619  HISTORY     - 1976     MONUMENTED       NMHD
 FN0619
 FN0619                          STATION DESCRIPTION
 FN0619
 FN0619'DESCRIBED BY NM HIGHWAY DEPT 1976 (CW)
 FN0619'THE STATION IS LOCATED IN SAN MIGUEL COUNTY, ALONG I-25 AND IS 22.6
 FN0619'AIRMILES WSW OF LAS VEGAS, NEW MEXICO, AND 14.35 ROADMILES NORTH
 FN0619'OF THE SAN MIGUEL/SANTA FE COUNTY LINE.
 FN0619'
 FN0619'TO STATION IS AT MILEPOST 316.8.
 FN0619'
 FN0619'TO REACH FROM THE GLORIETA INTERCHANGE OVER I-25, IN GLORIETA, GO
 FN0619'NORTH ON I-25 17.7 MILES TO THE STATION ON THE RIGHT.  THE STATION
 FN0619'IS 54 FEET EAST OF THE CENTERLINE OF THE NORTH BOUND LANE, AND 5
 FN0619'FEET NORTH OF THE R/W FENCELINE.
 FN0619'
 FN0619'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION DISK
 FN0619'SET IN A CONCRETE POST PROJECTING ABOUT SIX INCHES ABOVE THE GROUND
 FN0619'AND STAMPED 3510535010-25, 1976
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0647 ***********************************************************************
 FN0647  DESIGNATION -  3510535011
 FN0647  PID         -  FN0647
 FN0647  STATE/COUNTY-  NM/TORRANCE
 FN0647  USGS QUAD   -  EL CUERVO BUTTE (1990)
 FN0647
 FN0647                         *CURRENT SURVEY CONTROL
 FN0647  ___________________________________________________________________
 FN0647* NAD 83(1992)-  35 00 14.86611(N)    105 45 34.89827(W)     ADJUSTED  
 FN0647* NAVD 88     -      2064.6    (meters)    6774.     (feet)  VERTCON   
 FN0647  ___________________________________________________________________
 FN0647  LAPLACE CORR-           1.53  (seconds)                    DEFLEC99
 FN0647  GEOID HEIGHT-         -19.44  (meters)                     GEOID03
 FN0647
 FN0647  HORZ ORDER  -  SECOND
 FN0647
 FN0647.The horizontal coordinates were established by classical geodetic methods
 FN0647.and adjusted by the National Geodetic Survey in December 1993..
 FN0647
 FN0647.The NAVD 88 height was computed by applying the VERTCON shift value to
 FN0647.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FN0647
 FN0647.The Laplace correction was computed from DEFLEC99 derived deflections.
 FN0647
 FN0647.The geoid height was determined by GEOID03.
 FN0647
 FN0647;                    North         East     Units Scale Factor Converg.
 FN0647;SPC NM C     -   444,142.141   544,752.605   MT  0.99992468   +0 16 52.5
 FN0647;SPC NM C     - 1,457,156.34  1,787,242.50   sFT  0.99992468   +0 16 52.5
 FN0647;SPC NM E     -   444,966.079    34,803.890   MT  1.00011794   -0 49 06.0
 FN0647;SPC NM E     - 1,459,859.54    114,185.76   sFT  1.00011794   -0 49 06.0
 FN0647;UTM  13      - 3,873,764.640   430,679.451   MT  0.99965922   -0 26 08.9
 FN0647
 FN0647!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FN0647!SPC NM C     -   0.99967908  x   0.99992468  =   0.99960379
 FN0647!SPC NM E     -   0.99967908  x   1.00011794  =   0.99979699
 FN0647!UTM  13      -   0.99967908  x   0.99965922  =   0.99933841
 FN0647
 FN0647:                Primary Azimuth Mark                     Grid Az
 FN0647:SPC NM C     -  3510535012                               090 18 54.5
 FN0647:SPC NM E     -  3510535012                               091 24 53.0
 FN0647:UTM  13      -  3510535012                               091 01 55.9
 FN0647
 FN0647|---------------------------------------------------------------------|
 FN0647| PID    Reference Object                     Distance      Geod. Az  |
 FN0647|                                                           dddmmss.s |
 FN0647| FN0643 3510535012                          APPROX. 1.3 KM 0903547.0 |
 FN0647|---------------------------------------------------------------------|
 FN0647
 FN0647                          SUPERSEDED SURVEY CONTROL
 FN0647
 FN0647  NAD 83(1986)-  35 00 14.87548(N)    105 45 34.89825(W) AD(       ) 2
 FN0647  NAD 27      -  35 00 14.68228(N)    105 45 32.84069(W) AD(       ) 2
 FN0647  NGVD 29 (07/19/86) 2063.6    (m)         6770.     (f) VERT ANG       
 FN0647
 FN0647.Superseded values are not recommended for survey control.
 FN0647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0647.See file dsdata.txt to determine how the superseded data were derived.
 FN0647
 FN0647_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDU3067973765(NAD 83)
 FN0647_MARKER: DD = SURVEY DISK
 FN0647_SETTING: 0 = UNSPECIFIED SETTING
 FN0647_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FN0647
 FN0647  HISTORY     - Date     Condition        Report By
 FN0647  HISTORY     - 1973     MONUMENTED       NMHD
 FN0647  HISTORY     - 20060219 GOOD             GEOCAC
 FN0647
 FN0647                          STATION DESCRIPTION
 FN0647
 FN0647'DESCRIBED BY NM HIGHWAY DEPT 1973 (CWW)
 FN0647'THE STATION IS LOCATED IN TORRANCE COUNTY ALONG INTERSTATE 40 AND
 FN0647'IS ABOUT 5.4 MILES AIRLINE WEST OF CLINES CORNERS, NEW MEXICO.
 FN0647'
 FN0647'TO REACH FROM THE INTERSECTION OF I-40 AND U.S. 285 AT CLINES
 FN0647'CORNERS, GO WEST ON INTERSTATE 40 5.4 MILES TO THE STATION ON THE
 FN0647'LEFT.  THE STATION IS 104 FEET SOUTH OF THE CENTER OF THE EASTBOUND
 FN0647'LANE OF INTERSTATE 40.
 FN0647'
 FN0647'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 FN0647'DISK SET IN A CONCRETE MONUMENT PROJECTING ABOUT 6 INCHES ABOVE
 FN0647'THE GROUND AND STAMPED 3510535011 1973.
 FN0647
 FN0647                          STATION RECOVERY (2006)
 FN0647
 FN0647'RECOVERY NOTE BY GEOCACHING 2006 (BMC)
 FN0647'THE STATION IS 3 FT. NORTH OF THE RIGHT OF WAY FENCE.  IT IS FLUSH
 FN0647'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0618 ***********************************************************************
 FN0618  DESIGNATION -  3510535011 25
 FN0618  PID         -  FN0618
 FN0618  STATE/COUNTY-  NM/SAN MIGUEL
 FN0618  USGS QUAD   -  NORTH SAN YSIDRO (1966)
 FN0618
 FN0618                         *CURRENT SURVEY CONTROL
 FN0618  ___________________________________________________________________
 FN0618* NAD 83(1992)-  35 25 08.35674(N)    105 32 46.08167(W)     ADJUSTED  
 FN0618* NAVD 88     -      1984.5    (meters)    6511.     (feet)  VERTCON   
 FN0618  ___________________________________________________________________
 FN0618  LAPLACE CORR-          -3.89  (seconds)                    DEFLEC99
 FN0618  GEOID HEIGHT-         -18.68  (meters)                     GEOID03
 FN0618
 FN0618  HORZ ORDER  -  SECOND
 FN0618
 FN0618.The horizontal coordinates were established by classical geodetic methods
 FN0618.and adjusted by the National Geodetic Survey in December 1993..
 FN0618
 FN0618.The NAVD 88 height was computed by applying the VERTCON shift value to
 FN0618.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FN0618
 FN0618.The Laplace correction was computed from DEFLEC99 derived deflections.
 FN0618
 FN0618.The geoid height was determined by GEOID03.
 FN0618
 FN0618;                    North         East     Units Scale Factor Converg.
 FN0618;SPC NM E     -   490,734.034    54,860.269   MT  1.00005854   -0 42 10.6
 FN0618;SPC NM E     - 1,610,016.58    179,987.40   sFT  1.00005854   -0 42 10.6
 FN0618;UTM  13      - 3,919,645.797   450,419.502   MT  0.99963029   -0 18 59.5
 FN0618
 FN0618!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FN0618!SPC NM E     -   0.99969154  x   1.00005854  =   0.99975006
 FN0618!UTM  13      -   0.99969154  x   0.99963029  =   0.99932194
 FN0618
 FN0618:                Primary Azimuth Mark                     Grid Az
 FN0618:SPC NM E     -  3510535012 25                            123 03 56.0
 FN0618:UTM  13      -  3510535012 25                            122 40 44.9
 FN0618
 FN0618|---------------------------------------------------------------------|
 FN0618| PID    Reference Object                     Distance      Geod. Az  |
 FN0618|                                                           dddmmss.s |
 FN0618| FN0617 3510535012 25                       APPROX. 0.8 KM 1222145.4 |
 FN0618|---------------------------------------------------------------------|
 FN0618
 FN0618                          SUPERSEDED SURVEY CONTROL
 FN0618
 FN0618  NAD 83(1986)-  35 25 08.36044(N)    105 32 46.08147(W) AD(       ) 2
 FN0618  NAD 27      -  35 25 08.20636(N)    105 32 44.02233(W) AD(       ) 2
 FN0618  NGVD 29 (07/19/86) 1983.6    (m)         6508.     (f) VERT ANG       
 FN0618
 FN0618.Superseded values are not recommended for survey control.
 FN0618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0618.See file dsdata.txt to determine how the superseded data were derived.
 FN0618
 FN0618_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV5042019646(NAD 83)
 FN0618_MARKER: DD = SURVEY DISK
 FN0618_SETTING: 0 = UNSPECIFIED SETTING
 FN0618_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FN0618
 FN0618  HISTORY     - Date     Condition        Report By
 FN0618  HISTORY     - 1976     MONUMENTED       NMHD
 FN0618
 FN0618                          STATION DESCRIPTION
 FN0618
 FN0618'DESCRIBED BY NM HIGHWAY DEPT 1976 (CW)
 FN0618'THE STATION IS LOCATED IN SAN MIGUEL COUNTY, ALONG I-25 AND IS
 FN0618'22.3 AIRMILES WSW OF LAS VEGAS, NEW MEXICO, AND 14.7 ROADMILES
 FN0618'NORTH OF THE SAN MIGUEL/SANTA FE COUNTY LINE.
 FN0618'
 FN0618'THE STATION IS AT MILEPOST 317.1.
 FN0618'
 FN0618'TO REACH FROM THE GLORIETA INTERCHANGE OVER I-25, IN GLORIETA, GO
 FN0618'NORTH ON I-25 18.0 MILES TO THE STATION ON THE LEFT.  THE STATION
 FN0618'IS 102 FEET WEST OF THE CENTERLINE OF THE SOUTH BOUND LANE, AND
 FN0618'5 FEET NORTH OF THE R/W FENCELINE.
 FN0618'
 FN0618'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION DISK
 FN0618'SET IN A CONCRETE POST PROJECTING ABOVE SIX INCHES ABOVE THE
 FN0618'GROUND AND STAMPED 3510535011-25, 1976
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0643 ***********************************************************************
 FN0643  DESIGNATION -  3510535012
 FN0643  PID         -  FN0643
 FN0643  STATE/COUNTY-  NM/TORRANCE
 FN0643  USGS QUAD   -  CLINES CORNERS (1966)
 FN0643
 FN0643                         *CURRENT SURVEY CONTROL
 FN0643  ___________________________________________________________________
 FN0643* NAD 83(1992)-  35 00 14.40969(N)    105 44 41.98416(W)     ADJUSTED  
 FN0643* NAVD 88     -      2086.1    (meters)    6844.     (feet)  VERTCON   
 FN0643  ___________________________________________________________________
 FN0643  LAPLACE CORR-           1.43  (seconds)                    DEFLEC99
 FN0643  GEOID HEIGHT-         -19.43  (meters)                     GEOID03
 FN0643
 FN0643  HORZ ORDER  -  SECOND
 FN0643
 FN0643.The horizontal coordinates were established by classical geodetic methods
 FN0643.and adjusted by the National Geodetic Survey in December 1993..
 FN0643
 FN0643.The NAVD 88 height was computed by applying the VERTCON shift value to
 FN0643.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FN0643
 FN0643.The Laplace correction was computed from DEFLEC99 derived deflections.
 FN0643
 FN0643.The geoid height was determined by GEOID03.
 FN0643
 FN0643;                    North         East     Units Scale Factor Converg.
 FN0643;SPC NM C     -   444,134.761   546,094.278   MT  0.99992618   +0 17 22.9
 FN0643;SPC NM C     - 1,457,132.13  1,791,644.31   sFT  0.99992618   +0 17 22.9
 FN0643;SPC NM E     -   444,932.947    36,145.430   MT  1.00011366   -0 48 35.6
 FN0643;SPC NM E     - 1,459,750.84    118,587.13   sFT  1.00011366   -0 48 35.6
 FN0643;UTM  13      - 3,873,740.477   432,020.569   MT  0.99965695   -0 25 38.5
 FN0643
 FN0643!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FN0643!SPC NM C     -   0.99967571  x   0.99992618  =   0.99960191
 FN0643!SPC NM E     -   0.99967571  x   1.00011366  =   0.99978933
 FN0643!UTM  13      -   0.99967571  x   0.99965695  =   0.99933277
 FN0643
 FN0643:                Primary Azimuth Mark                     Grid Az
 FN0643:SPC NM C     -  3510535013                               083 00 55.0
 FN0643:SPC NM E     -  3510535013                               084 06 53.5
 FN0643:UTM  13      -  3510535013                               083 43 56.4
 FN0643
 FN0643|---------------------------------------------------------------------|
 FN0643| PID    Reference Object                     Distance      Geod. Az  |
 FN0643|                                                           dddmmss.s |
 FN0643| FN0642 3510535013                          APPROX. 2.1 KM 0831817.9 |
 FN0643|---------------------------------------------------------------------|
 FN0643
 FN0643                          SUPERSEDED SURVEY CONTROL
 FN0643
 FN0643  NAD 83(1986)-  35 00 14.41890(N)    105 44 41.98412(W) AD(       ) 2
 FN0643  NAD 27      -  35 00 14.22499(N)    105 44 39.92801(W) AD(       ) 2
 FN0643  NGVD 29 (07/19/86) 2085.1    (m)         6841.     (f) VERT ANG       
 FN0643
 FN0643.Superseded values are not recommended for survey control.
 FN0643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0643.See file dsdata.txt to determine how the superseded data were derived.
 FN0643
 FN0643_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDU3202173740(NAD 83)
 FN0643_MARKER: DD = SURVEY DISK
 FN0643_SETTING: 0 = UNSPECIFIED SETTING
 FN0643_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FN0643
 FN0643  HISTORY     - Date     Condition        Report By
 FN0643  HISTORY     - 1973     MONUMENTED       NMHD
 FN0643  HISTORY     - 20060219 MARK NOT FOUND   GEOCAC
 FN0643
 FN0643                          STATION DESCRIPTION
 FN0643
 FN0643'DESCRIBED BY NM HIGHWAY DEPT 1973 (CWW)
 FN0643'THE STATION IS LOCATED IN TORRANCE COUNTY ALONG INTERSTATE 40 AND
 FN0643'IS ABOUT 4.6 MILES AIRLINE WEST OF CLINES CORNERS, NEW MEXICO.
 FN0643'
 FN0643'TO REACH FROM THE INTERSECTION OF I-40 AND U.S. 285 AT CLINES
 FN0643'CORNERS, GO WEST ON INTERSTATE 40 4.55 MILES TO THE STATION ON
 FN0643'THE LEFT.  THE STATION IS 98 FEET SOUTH OF THE CENTER OF THE
 FN0643'EASTBOUND LANE OF INTERSTATE 40.
 FN0643'
 FN0643'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 FN0643'DISK SET IN A CONCRETE MONUMENT PROJECTING ABOUT 6 INCHES ABOVE
 FN0643'THE GROUND AND STAMPED 3510535012 1973.
 FN0643
 FN0643                          STATION RECOVERY (2006)
 FN0643
 FN0643'RECOVERY NOTE BY GEOCACHING 2006 (BMC)
 FN0643'THE HILLSIDE HAS BEEN RECENTLY GRADED, AND WHILE THE WITNESS POST
 FN0643'REMAINS THE STATION HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0617 ***********************************************************************
 FN0617  DESIGNATION -  3510535012 25
 FN0617  PID         -  FN0617
 FN0617  STATE/COUNTY-  NM/SAN MIGUEL
 FN0617  USGS QUAD   -  NORTH SAN YSIDRO (1966)
 FN0617
 FN0617                         *CURRENT SURVEY CONTROL
 FN0617  ___________________________________________________________________
 FN0617* NAD 83(1992)-  35 24 54.19991(N)    105 32 18.79385(W)     ADJUSTED  
 FN0617* NAVD 88     -      1957.5    (meters)    6422.     (feet)  VERTCON   
 FN0617  ___________________________________________________________________
 FN0617  LAPLACE CORR-          -4.11  (seconds)                    DEFLEC99
 FN0617  GEOID HEIGHT-         -18.71  (meters)                     GEOID03
 FN0617
 FN0617  HORZ ORDER  -  SECOND
 FN0617
 FN0617.The horizontal coordinates were established by classical geodetic methods
 FN0617.and adjusted by the National Geodetic Survey in December 1993..
 FN0617
 FN0617.The NAVD 88 height was computed by applying the VERTCON shift value to
 FN0617.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FN0617
 FN0617.The Laplace correction was computed from DEFLEC99 derived deflections.
 FN0617
 FN0617.The geoid height was determined by GEOID03.
 FN0617
 FN0617;                    North         East     Units Scale Factor Converg.
 FN0617;SPC NM E     -   490,289.323    55,543.352   MT  1.00005669   -0 41 54.6
 FN0617;SPC NM E     - 1,608,557.55    182,228.48   sFT  1.00005669   -0 41 54.6
 FN0617;UTM  13      - 3,919,205.891   451,105.276   MT  0.99962946   -0 18 43.5
 FN0617
 FN0617!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FN0617!SPC NM E     -   0.99969578  x   1.00005669  =   0.99975245
 FN0617!UTM  13      -   0.99969578  x   0.99962946  =   0.99932535
 FN0617
 FN0617:                Primary Azimuth Mark                     Grid Az
 FN0617:SPC NM E     -  3510535013 25                            089 13 56.5
 FN0617:UTM  13      -  3510535013 25                            088 50 45.4
 FN0617
 FN0617|---------------------------------------------------------------------|
 FN0617| PID    Reference Object                     Distance      Geod. Az  |
 FN0617|                                                           dddmmss.s |
 FN0617| FN0616 3510535013 25                       APPROX. 1.9 KM 0883201.9 |
 FN0617|---------------------------------------------------------------------|
 FN0617
 FN0617                          SUPERSEDED SURVEY CONTROL
 FN0617
 FN0617  NAD 83(1986)-  35 24 54.20368(N)    105 32 18.79357(W) AD(       ) 2
 FN0617  NAD 27      -  35 24 54.04981(N)    105 32 16.73588(W) AD(       ) 2
 FN0617  NGVD 29 (07/19/86) 1956.6    (m)         6419.     (f) VERT ANG       
 FN0617
 FN0617.Superseded values are not recommended for survey control.
 FN0617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0617.See file dsdata.txt to determine how the superseded data were derived.
 FN0617
 FN0617_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV5110519206(NAD 83)
 FN0617_MARKER: DD = SURVEY DISK
 FN0617_SETTING: 0 = UNSPECIFIED SETTING
 FN0617_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FN0617
 FN0617  HISTORY     - Date     Condition        Report By
 FN0617  HISTORY     - 1976     MONUMENTED       NMHD
 FN0617
 FN0617                          STATION DESCRIPTION
 FN0617
 FN0617'DESCRIBED BY NM HIGHWAY DEPT 1976 (CW)
 FN0617'THE STATION IS LOCATED IN SAN MIGUEL COUNTY, ALONG I-25 AND IS
 FN0617'22.1 AIRMILES WSW OF LAS VEGAS, NEW MEXICO, AND 15.25 ROADMILES
 FN0617'NORTH OF THE SAN MIGUEL/SANTA FE COUNTY LINE.
 FN0617'
 FN0617'THE STATION IS AT MILEPOST 317.7.
 FN0617'
 FN0617'TO REACH FROM THE GLORIETA INTERCHANGE OVER I-25, IN GLORIETA, GO
 FN0617'NORTH ON I-25 19.3 MILES TO THE STATION ON THE RIGHT.  THE STATION
 FN0617'IS 57 FEET EAST OF THE CENTERLINE OF THE NORTH BOUND LANE, AND 3
 FN0617'FEET WEST OF THE R/W FENCELINE.
 FN0617'
 FN0617'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 FN0617'DISK SET IN A CONCRETE POST PROJECTING ABOUT SIX INCHES ABOVE THE
 FN0617'GROUND AND STAMPED 3510535012-25, 1976
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0642 ***********************************************************************
 FN0642  DESIGNATION -  3510535013
 FN0642  PID         -  FN0642
 FN0642  STATE/COUNTY-  NM/TORRANCE
 FN0642  USGS QUAD   -  CLINES CORNERS (1966)
 FN0642
 FN0642                         *CURRENT SURVEY CONTROL
 FN0642  ___________________________________________________________________
 FN0642* NAD 83(1992)-  35 00 22.39440(N)    105 43 19.23167(W)     ADJUSTED  
 FN0642* NAVD 88     -      2139.6    (meters)    7020.     (feet)  VERTCON   
 FN0642  ___________________________________________________________________
 FN0642  LAPLACE CORR-           1.00  (seconds)                    DEFLEC99
 FN0642  GEOID HEIGHT-         -19.42  (meters)                     GEOID03
 FN0642
 FN0642  HORZ ORDER  -  SECOND
 FN0642
 FN0642.The horizontal coordinates were established by classical geodetic methods
 FN0642.and adjusted by the National Geodetic Survey in December 1993..
 FN0642
 FN0642.The NAVD 88 height was computed by applying the VERTCON shift value to
 FN0642.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FN0642
 FN0642.The Laplace correction was computed from DEFLEC99 derived deflections.
 FN0642
 FN0642.The geoid height was determined by GEOID03.
 FN0642
 FN0642;                    North         East     Units Scale Factor Converg.
 FN0642;SPC NM C     -   444,391.654   548,191.118   MT  0.99992861   +0 18 10.4
 FN0642;SPC NM C     - 1,457,974.95  1,798,523.69   sFT  0.99992861   +0 18 10.4
 FN0642;SPC NM E     -   445,149.593    38,247.198   MT  1.00010704   -0 47 48.3
 FN0642;SPC NM E     - 1,460,461.62    125,482.68   sFT  1.00010704   -0 47 48.3
 FN0642;UTM  13      - 3,873,971.044   434,119.888   MT  0.99965349   -0 24 51.1
 FN0642
 FN0642!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FN0642!SPC NM C     -   0.99966731  x   0.99992861  =   0.99959595
 FN0642!SPC NM E     -   0.99966731  x   1.00010704  =   0.99977432
 FN0642!UTM  13      -   0.99966731  x   0.99965349  =   0.99932092
 FN0642
 FN0642:                Primary Azimuth Mark                     Grid Az
 FN0642:SPC NM C     -  3510535014                               070 03 07.3
 FN0642:SPC NM E     -  3510535014                               071 09 06.0
 FN0642:UTM  13      -  3510535014                               070 46 08.8
 FN0642
 FN0642|---------------------------------------------------------------------|
 FN0642| PID    Reference Object                     Distance      Geod. Az  |
 FN0642|                                                           dddmmss.s |
 FN0642| FN0641 3510535014                          APPROX. 1.6 KM 0702117.7 |
 FN0642|---------------------------------------------------------------------|
 FN0642
 FN0642                          SUPERSEDED SURVEY CONTROL
 FN0642
 FN0642  NAD 83(1986)-  35 00 22.40336(N)    105 43 19.23155(W) AD(       ) 2
 FN0642  NAD 27      -  35 00 22.20855(N)    105 43 17.17755(W) AD(       ) 2
 FN0642  NGVD 29 (07/19/86) 2138.6    (m)         7016.     (f) VERT ANG       
 FN0642
 FN0642.Superseded values are not recommended for survey control.
 FN0642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0642.See file dsdata.txt to determine how the superseded data were derived.
 FN0642
 FN0642_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDU3412073971(NAD 83)
 FN0642_MARKER: DD = SURVEY DISK
 FN0642_SETTING: 0 = UNSPECIFIED SETTING
 FN0642_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FN0642
 FN0642  HISTORY     - Date     Condition        Report By
 FN0642  HISTORY     - 1973     MONUMENTED       NMHD
 FN0642
 FN0642                          STATION DESCRIPTION
 FN0642
 FN0642'DESCRIBED BY NM HIGHWAY DEPT 1973 (CWW)
 FN0642'THE STATION IS LOCATED IN TORRANCE COUNTY ALONG INTERSTATE 40 AND
 FN0642'IS ABOUT 3.3 MILES AIRLINE WEST OF CLINES CORNERS, NEW MEXICO.
 FN0642'
 FN0642'TO REACH FROM THE INTERSECTION OF INTERSTATE 40 AND U.S. 285 AT
 FN0642'CLINES CORNERS GO WEST ON INTERSTATE 40 3.25 MILES TO THE STATION
 FN0642'ON THE RIGHT.  THE STATION IS ABOUT 500 FEET NORTH OF THE
 FN0642'INTERSTATE HIGHWAY ON THE EASTERLY EDGE OF A SMALL FLAT TOPPED
 FN0642'HILL.
 FN0642'
 FN0642'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 FN0642'DISK, SET IN A DRILL HOLE IN A BOULDER AND STAMPED 3510535013, 1973.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0616 ***********************************************************************
 FN0616  DESIGNATION -  3510535013 25
 FN0616  PID         -  FN0616
 FN0616  STATE/COUNTY-  NM/SAN MIGUEL
 FN0616  USGS QUAD   -  NORTH SAN YSIDRO (1966)
 FN0616
 FN0616                         *CURRENT SURVEY CONTROL
 FN0616  ___________________________________________________________________
 FN0616* NAD 83(1992)-  35 24 55.79845(N)    105 31 02.17773(W)     ADJUSTED  
 FN0616* NAVD 88     -      1953.14   (+/-2cm)    6407.9    (feet)  VERTCON   
 FN0616  ___________________________________________________________________
 FN0616  LAPLACE CORR-          -4.00  (seconds)                    DEFLEC99
 FN0616  GEOID HEIGHT-         -18.75  (meters)                     GEOID03
 FN0616
 FN0616  HORZ ORDER  -  SECOND
 FN0616  VERT ORDER  -  THIRD ? (See Below)
 FN0616
 FN0616.The horizontal coordinates were established by classical geodetic methods
 FN0616.and adjusted by the National Geodetic Survey in December 1993..
 FN0616
 FN0616.The NAVD 88 height was computed by applying the VERTCON shift value to
 FN0616.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FN0616.The vertical order pertains to the NGVD 29 superseded value.
 FN0616
 FN0616.The Laplace correction was computed from DEFLEC99 derived deflections.
 FN0616
 FN0616.The geoid height was determined by GEOID03.
 FN0616
 FN0616;                    North         East     Units Scale Factor Converg.
 FN0616;SPC NM E     -   490,315.230    57,476.862   MT  1.00005152   -0 41 10.2
 FN0616;SPC NM E     - 1,608,642.55    188,572.00   sFT  1.00005152   -0 41 10.2
 FN0616;UTM  13      - 3,919,244.820   453,037.744   MT  0.99962718   -0 17 59.2
 FN0616
 FN0616!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FN0616!SPC NM E     -   0.99969647  x   1.00005152  =   0.99974797
 FN0616!UTM  13      -   0.99969647  x   0.99962718  =   0.99932376
 FN0616
 FN0616:                Primary Azimuth Mark                     Grid Az
 FN0616:SPC NM E     -  3510525001 25                            116 04 59.4
 FN0616:UTM  13      -  3510525001 25                            115 41 48.4
 FN0616
 FN0616|---------------------------------------------------------------------|
 FN0616| PID    Reference Object                     Distance      Geod. Az  |
 FN0616|                                                           dddmmss.s |
 FN0616| FN0612 3510525001 25                       APPROX. 2.4 KM 1152349.2 |
 FN0616|---------------------------------------------------------------------|
 FN0616
 FN0616                          SUPERSEDED SURVEY CONTROL
 FN0616
 FN0616  NAD 83(1986)-  35 24 55.80247(N)    105 31 02.17742(W) AD(       ) 2
 FN0616  NAD 27      -  35 24 55.64887(N)    105 31 00.12573(W) AD(       ) 2
 FN0616  NGVD 29 (07/19/86) 1952.23   (m)         6404.9    (f) LEVELING    3  
 FN0616
 FN0616.Superseded values are not recommended for survey control.
 FN0616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0616.See file dsdata.txt to determine how the superseded data were derived.
 FN0616
 FN0616_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV5303819245(NAD 83)
 FN0616_MARKER: DD = SURVEY DISK
 FN0616_SETTING: 0 = UNSPECIFIED SETTING
 FN0616_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FN0616
 FN0616  HISTORY     - Date     Condition        Report By
 FN0616  HISTORY     - 1976     MONUMENTED       NMHD
 FN0616
 FN0616                          STATION DESCRIPTION
 FN0616
 FN0616'DESCRIBED BY NM HIGHWAY DEPT 1976 (CW)
 FN0616'THE STATION IS LOCATED IN SAN MIGUEL COUNTY, ALONG I-25 AND IS 21.1
 FN0616'AIRMILES WSW OF LAS VEGAS, NEW MEXICO, AND 16.5 ROADMILES NORTH
 FN0616'OF THE SAN MIGUEL/SANTA FE COUNTY LINE.
 FN0616'
 FN0616'THE STATION IS AT MILEPOST 318.9.
 FN0616'
 FN0616'TO REACH FROM THE GLORIETA INTERCHANGE ON I-25, IN GLORIETA, GO
 FN0616'NORTH ON I-25 20.8 MILES TO THE STATION ON THE LEFT.  THE STATION
 FN0616'IS 73 FEET WEST OF THE CENTERLINE OF THE SOUTH BOUND LANE, AND 7
 FN0616'FEET EAST OF THE R/W FENCELINE.
 FN0616'
 FN0616'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 FN0616'DISK SET IN A CONCRETE POST PROJECTING ABOUT SIX INCHES ABOVE
 FN0616'THE GROUND AND STAMPED 3510535013-26, 1976
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0641 ***********************************************************************
 FN0641  DESIGNATION -  3510535014
 FN0641  PID         -  FN0641
 FN0641  STATE/COUNTY-  NM/TORRANCE
 FN0641  USGS QUAD   -  CLINES CORNERS (1966)
 FN0641
 FN0641                         *CURRENT SURVEY CONTROL
 FN0641  ___________________________________________________________________
 FN0641* NAD 83(1992)-  35 00 40.09596(N)    105 42 18.94567(W)     ADJUSTED  
 FN0641* NAVD 88     -      2160.1    (meters)    7087.     (feet)  VERTCON   
 FN0641  ___________________________________________________________________
 FN0641  LAPLACE CORR-           0.56  (seconds)                    DEFLEC99
 FN0641  GEOID HEIGHT-         -19.41  (meters)                     GEOID03
 FN0641
 FN0641  HORZ ORDER  -  SECOND
 FN0641
 FN0641.The horizontal coordinates were established by classical geodetic methods
 FN0641.and adjusted by the National Geodetic Survey in December 1993..
 FN0641
 FN0641.The NAVD 88 height was computed by applying the VERTCON shift value to
 FN0641.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FN0641
 FN0641.The Laplace correction was computed from DEFLEC99 derived deflections.
 FN0641
 FN0641.The geoid height was determined by GEOID03.
 FN0641
 FN0641;                    North         East     Units Scale Factor Converg.
 FN0641;SPC NM C     -   444,945.323   549,716.619   MT  0.99993045   +0 18 45.1
 FN0641;SPC NM C     - 1,459,791.45  1,803,528.61   sFT  0.99993045   +0 18 45.1
 FN0641;SPC NM E     -   445,673.974    39,783.314   MT  1.00010227   -0 47 14.0
 FN0641;SPC NM E     - 1,462,182.03    130,522.42   sFT  1.00010227   -0 47 14.0
 FN0641;UTM  13      - 3,874,505.428   435,651.775   MT  0.99965103   -0 24 16.7
 FN0641
 FN0641!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FN0641!SPC NM C     -   0.99966409  x   0.99993045  =   0.99959457
 FN0641!SPC NM E     -   0.99966409  x   1.00010227  =   0.99976633
 FN0641!UTM  13      -   0.99966409  x   0.99965103  =   0.99931524
 FN0641
 FN0641:                Primary Azimuth Mark                     Grid Az
 FN0641:SPC NM C     -  3510535015                               096 39 37.5
 FN0641:SPC NM E     -  3510535015                               097 45 36.6
 FN0641:UTM  13      -  3510535015                               097 22 39.3
 FN0641
 FN0641|---------------------------------------------------------------------|
 FN0641| PID    Reference Object                     Distance      Geod. Az  |
 FN0641|                                                           dddmmss.s |
 FN0641| FN0640 3510535015                          APPROX. 1.7 KM 0965822.6 |
 FN0641|---------------------------------------------------------------------|
 FN0641
 FN0641                          SUPERSEDED SURVEY CONTROL
 FN0641
 FN0641  NAD 83(1986)-  35 00 40.10473(N)    105 42 18.94539(W) AD(       ) 2
 FN0641  NAD 27      -  35 00 39.90960(N)    105 42 16.89259(W) AD(       ) 2
 FN0641  NGVD 29 (07/19/86) 2159.1    (m)         7084.     (f) VERT ANG       
 FN0641
 FN0641.Superseded values are not recommended for survey control.
 FN0641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0641.See file dsdata.txt to determine how the superseded data were derived.
 FN0641
 FN0641_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDU3565274505(NAD 83)
 FN0641_MARKER: DD = SURVEY DISK
 FN0641_SETTING: 0 = UNSPECIFIED SETTING
 FN0641_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FN0641
 FN0641  HISTORY     - Date     Condition        Report By
 FN0641  HISTORY     - 1973     MONUMENTED       NMHD
 FN0641  HISTORY     - 20060219 GOOD             GEOCAC
 FN0641
 FN0641                          STATION DESCRIPTION
 FN0641
 FN0641'DESCRIBED BY NM HIGHWAY DEPT 1973 (CWW)
 FN0641'THE STATION IS LOCATED IN TORRANCE COUNTY ALONG INTERSTATE 40 AND
 FN0641'IS ABOUT 2.2 MILES AIRLINE WEST OF CLINES CORNERS, NEW MEXICO.
 FN0641'
 FN0641'TO REACH FROM THE INTERSECTION OF I-40 AND U.S. 285 AT CLINES
 FN0641'CORNERS, GO WEST ON INTERSTATE 40 2.15 MILES TO THE STATION ON
 FN0641'THE RIGHT.  THE STATION IS 111 FEET NORTH OF THE CENTER OF THE
 FN0641'WESTBOUND LANE OF INTERSTATE 40.
 FN0641'
 FN0641'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 FN0641'DISK SET IN A CONCRETE MONUMENT PROJECTING ABOUT 6 INCHES ABOVE
 FN0641'THE GROUND AND STAMPED 3510535014 1973.
 FN0641
 FN0641                          STATION RECOVERY (2006)
 FN0641
 FN0641'RECOVERY NOTE BY GEOCACHING 2006 (BMC)
 FN0641'THE STATION IS 3 FT. NORTH OF THE RIGHT OF WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0640 ***********************************************************************
 FN0640  DESIGNATION -  3510535015
 FN0640  PID         -  FN0640
 FN0640  STATE/COUNTY-  NM/TORRANCE
 FN0640  USGS QUAD   -  CLINES CORNERS (1966)
 FN0640
 FN0640                         *CURRENT SURVEY CONTROL
 FN0640  ___________________________________________________________________
 FN0640* NAD 83(1992)-  35 00 33.41735(N)    105 41 12.62650(W)     ADJUSTED  
 FN0640* NAVD 88     -      2152.0    (meters)    7060.     (feet)  VERTCON   
 FN0640  ___________________________________________________________________
 FN0640  LAPLACE CORR-          -0.17  (seconds)                    DEFLEC99
 FN0640  GEOID HEIGHT-         -19.42  (meters)                     GEOID03
 FN0640
 FN0640  HORZ ORDER  -  SECOND
 FN0640
 FN0640.The horizontal coordinates were established by classical geodetic methods
 FN0640.and adjusted by the National Geodetic Survey in December 1993..
 FN0640
 FN0640.The NAVD 88 height was computed by applying the VERTCON shift value to
 FN0640.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FN0640
 FN0640.The Laplace correction was computed from DEFLEC99 derived deflections.
 FN0640
 FN0640.The geoid height was determined by GEOID03.
 FN0640
 FN0640;                    North         East     Units Scale Factor Converg.
 FN0640;SPC NM C     -   444,748.853   551,399.121   MT  0.99993255   +0 19 23.1
 FN0640;SPC NM C     - 1,459,146.86  1,809,048.62   sFT  0.99993255   +0 19 23.1
 FN0640;SPC NM E     -   445,445.209    41,462.017   MT  1.00009713   -0 46 35.8
 FN0640;SPC NM E     - 1,461,431.49    136,029.97   sFT  1.00009713   -0 46 35.8
 FN0640;UTM  13      - 3,874,287.976   437,331.212   MT  0.99964840   -0 23 38.6
 FN0640
 FN0640!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FN0640!SPC NM C     -   0.99966537  x   0.99993255  =   0.99959794
 FN0640!SPC NM E     -   0.99966537  x   1.00009713  =   0.99976246
 FN0640!UTM  13      -   0.99966537  x   0.99964840  =   0.99931388
 FN0640
 FN0640:                Primary Azimuth Mark                     Grid Az
 FN0640:SPC NM C     -  3510535016                               090 53 53.8
 FN0640:SPC NM E     -  3510535016                               091 59 52.7
 FN0640:UTM  13      -  3510535016                               091 36 55.5
 FN0640
 FN0640|---------------------------------------------------------------------|
 FN0640| PID    Reference Object                     Distance      Geod. Az  |
 FN0640|                                                           dddmmss.s |
 FN0640| FN0639 3510535016                          APPROX. 2.0 KM 0911316.9 |
 FN0640|---------------------------------------------------------------------|
 FN0640
 FN0640                          SUPERSEDED SURVEY CONTROL
 FN0640
 FN0640  NAD 83(1986)-  35 00 33.42590(N)    105 41 12.62615(W) AD(       ) 2
 FN0640  NAD 27      -  35 00 33.22976(N)    105 41 10.57516(W) AD(       ) 2
 FN0640  NGVD 29 (07/19/86) 2151.0    (m)         7057.     (f) VERT ANG       
 FN0640
 FN0640.Superseded values are not recommended for survey control.
 FN0640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0640.See file dsdata.txt to determine how the superseded data were derived.
 FN0640
 FN0640_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDU3733174288(NAD 83)
 FN0640_MARKER: DD = SURVEY DISK
 FN0640_SETTING: 0 = UNSPECIFIED SETTING
 FN0640_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FN0640
 FN0640  HISTORY     - Date     Condition        Report By
 FN0640  HISTORY     - 1973     MONUMENTED       NMHD
 FN0640  HISTORY     - 20060219 GOOD             GEOCAC
 FN0640
 FN0640                          STATION DESCRIPTION
 FN0640
 FN0640'DESCRIBED BY NM HIGHWAY DEPT 1973 (CWW)
 FN0640'THE STATION IS LOCATED IN TORRANCE COUNTY ALONG INTERSTATE 40 AND
 FN0640'IS ABOUT 1.1 MILES AIRLINE WEST OF CLINES CORNERS, NEW MEXICO.
 FN0640'
 FN0640'TO REACH FROM THE INTERSECTION OF I-40 AND U.S. 285 AT CLINES
 FN0640'CORNERS, GO WEST ON INTERSTATE 40 1.1 MILES TO THE STATION ON THE
 FN0640'LEFT.  THE STATION IS 94 FEET SOUTH OF THE CENTER OF THE EASTBOUND
 FN0640'LANE OF INTERSTATE 40.
 FN0640'
 FN0640'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 FN0640'DISK SET IN A CONCRETE MONUMENT PROJECTING ABOUT 6 INCHES ABOVE
 FN0640'THE GROUND AND STAMPED 3510535015 1973.
 FN0640
 FN0640                          STATION RECOVERY (2006)
 FN0640
 FN0640'RECOVERY NOTE BY GEOCACHING 2006 (BMC)
 FN0640'THE STATION IS 3 FT. NORTH OF THE RIGHT OF WAY FENCE, FLUSH WITH THE
 FN0640'GROUND.  IT IS INLINE WITH  THE TWO LEGS OF AN EXIT 218 VAUGHN SANTA
 FN0640'FE HIGHWAY SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0639 ***********************************************************************
 FN0639  DESIGNATION -  3510535016
 FN0639  PID         -  FN0639
 FN0639  STATE/COUNTY-  NM/TORRANCE
 FN0639  USGS QUAD   -  CLINES CORNERS (1966)
 FN0639
 FN0639                         *CURRENT SURVEY CONTROL
 FN0639  ___________________________________________________________________
 FN0639* NAD 83(1992)-  35 00 32.00413(N)    105 39 52.48094(W)     ADJUSTED  
 FN0639* NAVD 88     -      2158.6    (meters)    7082.     (feet)  VERTCON   
 FN0639  ___________________________________________________________________
 FN0639  LAPLACE CORR-          -1.03  (seconds)                    DEFLEC99
 FN0639  GEOID HEIGHT-         -19.43  (meters)                     GEOID03
 FN0639
 FN0639  HORZ ORDER  -  SECOND
 FN0639
 FN0639.The horizontal coordinates were established by classical geodetic methods
 FN0639.and adjusted by the National Geodetic Survey in December 1993..
 FN0639
 FN0639.The NAVD 88 height was computed by applying the VERTCON shift value to
 FN0639.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FN0639
 FN0639.The Laplace correction was computed from DEFLEC99 derived deflections.
 FN0639
 FN0639.The geoid height was determined by GEOID03.
 FN0639
 FN0639;                    North         East     Units Scale Factor Converg.
 FN0639;SPC NM C     -   444,716.990   553,431.295   MT  0.99993517   +0 20 09.1
 FN0639;SPC NM C     - 1,459,042.32  1,815,715.84   sFT  0.99993517   +0 20 09.1
 FN0639;SPC NM E     -   445,374.339    43,493.531   MT  1.00009099   -0 45 49.8
 FN0639;SPC NM E     - 1,461,198.98    142,695.03   sFT  1.00009099   -0 45 49.8
 FN0639;UTM  13      - 3,874,230.697   439,362.245   MT  0.99964532   -0 22 52.6
 FN0639
 FN0639!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FN0639!SPC NM C     -   0.99966433  x   0.99993517  =   0.99959953
 FN0639!SPC NM E     -   0.99966433  x   1.00009099  =   0.99975529
 FN0639!UTM  13      -   0.99966433  x   0.99964532  =   0.99930977
 FN0639
 FN0639:                Primary Azimuth Mark                     Grid Az
 FN0639:SPC NM C     -  3510535017                               101 34 40.8
 FN0639:SPC NM E     -  3510535017                               102 40 39.7
 FN0639:UTM  13      -  3510535017                               102 17 42.5
 FN0639
 FN0639|---------------------------------------------------------------------|
 FN0639| PID    Reference Object                     Distance      Geod. Az  |
 FN0639|                                                           dddmmss.s |
 FN0639| FN0638 3510535017                          APPROX. 0.7 KM 1015449.9 |
 FN0639|---------------------------------------------------------------------|
 FN0639
 FN0639                          SUPERSEDED SURVEY CONTROL
 FN0639
 FN0639  NAD 83(1986)-  35 00 32.01245(N)    105 39 52.48047(W) AD(       ) 2
 FN0639  NAD 27      -  35 00 31.81528(N)    105 39 50.43154(W) AD(       ) 2
 FN0639  NGVD 29 (07/19/86) 2157.6    (m)         7079.     (f) VERT ANG       
 FN0639
 FN0639.Superseded values are not recommended for survey control.
 FN0639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0639.See file dsdata.txt to determine how the superseded data were derived.
 FN0639
 FN0639_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDU3936274231(NAD 83)
 FN0639_MARKER: DD = SURVEY DISK
 FN0639_SETTING: 0 = UNSPECIFIED SETTING
 FN0639_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FN0639
 FN0639  HISTORY     - Date     Condition        Report By
 FN0639  HISTORY     - 1973     MONUMENTED       NMHD
 FN0639  HISTORY     - 20060219 MARK NOT FOUND   GEOCAC
 FN0639
 FN0639                          STATION DESCRIPTION
 FN0639
 FN0639'DESCRIBED BY NM HIGHWAY DEPT 1973 (CWW)
 FN0639'THE STATION IS LOCATED IN TORRANCE COUNTY ALONG INTERSTATE 40 AT
 FN0639'CLINES CORNERS, NEW MEXICO.
 FN0639'
 FN0639'THE STATION IS ON THE INTERCHANGE WHICH IS AT THE INTERSECTION OF
 FN0639'INTERSTATE 40 AND U.S. 285.  IT IS AT THE NORTHEAST CORNER OF THE
 FN0639'OVERPASS BRIDGE.
 FN0639'
 FN0639'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 FN0639'DISK, SET IN A CONCRETE MONUMENT PROJECTING ABOUT 6 INCHES ABOVE
 FN0639'THE GROUND AND STAMPED 3510535016, 1973.
 FN0639
 FN0639                          STATION RECOVERY (2006)
 FN0639
 FN0639'RECOVERY NOTE BY GEOCACHING 2006 (BMC)
 FN0639'THE BRIDGE HAS BEEN RECONSTRUCTED SOMETIME SINCE THE LAST REPORT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0638 ***********************************************************************
 FN0638  DESIGNATION -  3510535017
 FN0638  PID         -  FN0638
 FN0638  STATE/COUNTY-  NM/TORRANCE
 FN0638  USGS QUAD   -  CLINES CORNERS (1966)
 FN0638
 FN0638                         *CURRENT SURVEY CONTROL
 FN0638  ___________________________________________________________________
 FN0638* NAD 83(1992)-  35 00 27.15815(N)    105 39 24.57059(W)     ADJUSTED  
 FN0638* NAVD 88     -      2160.0    (meters)    7087.     (feet)  VERTCON   
 FN0638  ___________________________________________________________________
 FN0638  LAPLACE CORR-          -1.28  (seconds)                    DEFLEC99
 FN0638  GEOID HEIGHT-         -19.44  (meters)                     GEOID03
 FN0638
 FN0638  HORZ ORDER  -  SECOND
 FN0638
 FN0638.The horizontal coordinates were established by classical geodetic methods
 FN0638.and adjusted by the National Geodetic Survey in December 1993..
 FN0638
 FN0638.The NAVD 88 height was computed by applying the VERTCON shift value to
 FN0638.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FN0638
 FN0638.The Laplace correction was computed from DEFLEC99 derived deflections.
 FN0638
 FN0638.The geoid height was determined by GEOID03.
 FN0638
 FN0638;                    North         East     Units Scale Factor Converg.
 FN0638;SPC NM C     -   444,571.840   554,139.794   MT  0.99993611   +0 20 25.1
 FN0638;SPC NM C     - 1,458,566.11  1,818,040.31   sFT  0.99993611   +0 20 25.1
 FN0638;SPC NM E     -   445,215.594    44,199.222   MT  1.00008888   -0 45 33.7
 FN0638;SPC NM E     - 1,460,678.16    145,010.28   sFT  1.00008888   -0 45 33.7
 FN0638;UTM  13      - 3,874,076.735   440,068.666   MT  0.99964427   -0 22 36.6
 FN0638
 FN0638!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FN0638!SPC NM C     -   0.99966412  x   0.99993611  =   0.99960025
 FN0638!SPC NM E     -   0.99966412  x   1.00008888  =   0.99975297
 FN0638!UTM  13      -   0.99966412  x   0.99964427  =   0.99930851
 FN0638
 FN0638:                Primary Azimuth Mark                     Grid Az
 FN0638:SPC NM C     -  3510535018                               092 42 01.3
 FN0638:SPC NM E     -  3510535018                               093 48 00.1
 FN0638:UTM  13      -  3510535018                               093 25 03.0
 FN0638
 FN0638|---------------------------------------------------------------------|
 FN0638| PID    Reference Object                     Distance      Geod. Az  |
 FN0638|                                                           dddmmss.s |
 FN0638| FN0637 3510535018                          APPROX. 1.2 KM 0930226.4 |
 FN0638|---------------------------------------------------------------------|
 FN0638
 FN0638                          SUPERSEDED SURVEY CONTROL
 FN0638
 FN0638  NAD 83(1986)-  35 00 27.16640(N)    105 39 24.57011(W) AD(       ) 2
 FN0638  NAD 27      -  35 00 26.96875(N)    105 39 22.52198(W) AD(       ) 2
 FN0638  NGVD 29 (07/19/86) 2159.0    (m)         7083.     (f) VERT ANG       
 FN0638
 FN0638.Superseded values are not recommended for survey control.
 FN0638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0638.See file dsdata.txt to determine how the superseded data were derived.
 FN0638
 FN0638_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDU4006974077(NAD 83)
 FN0638_MARKER: DD = SURVEY DISK
 FN0638_SETTING: 0 = UNSPECIFIED SETTING
 FN0638_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FN0638
 FN0638  HISTORY     - Date     Condition        Report By
 FN0638  HISTORY     - 1973     MONUMENTED       NMHD
 FN0638  HISTORY     - 20060219 GOOD             GEOCAC
 FN0638
 FN0638                          STATION DESCRIPTION
 FN0638
 FN0638'DESCRIBED BY NM HIGHWAY DEPT 1973 (CWW)
 FN0638'THE STATION IS LOCATED IN TORRANCE COUNTY ALONG INTERSTATE 40 AND
 FN0638'IS ABOUT 0.4 MILES AIRLINE EAST OF CLINES CORNERS, NEW MEXICO.
 FN0638'
 FN0638'TO REACH FROM THE INTERSECTION OF I-40 AND U.S. 285 AT CLINES
 FN0638'CORNERS, GO EAST ON INTERSTATE 40 0.4 MILES TO THE STATION ON THE
 FN0638'RIGHT.  THE STATION IS 112 FEET SOUTH OF THE CENTER OF THE
 FN0638'WESTBOUND LANE OF INTERSTATE 40.
 FN0638'
 FN0638'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 FN0638'DISK SET IN A CONCRETE MONUMENT PROJECTING ABOUT 6 INCHES ABOVE
 FN0638'THE GROUND AND STAMPED 3510535017 1973.
 FN0638
 FN0638                          STATION RECOVERY (2006)
 FN0638
 FN0638'RECOVERY NOTE BY GEOCACHING 2006 (BMC)
 FN0638'THE STATION IS 10 FT. NORTH OF THE RIGHT OF WAY FENCE.  IT IS 100 FT.
 FN0638'WEST OF A PURPLE HEART TRAIL HIGHWAY MARKER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0637 ***********************************************************************
 FN0637  DESIGNATION -  3510535018
 FN0637  PID         -  FN0637
 FN0637  STATE/COUNTY-  NM/TORRANCE
 FN0637  USGS QUAD   -  CLINES CORNERS (1966)
 FN0637
 FN0637                         *CURRENT SURVEY CONTROL
 FN0637  ___________________________________________________________________
 FN0637* NAD 83(1992)-  35 00 25.12058(N)    105 38 38.00746(W)     ADJUSTED  
 FN0637* NAVD 88     -      2151.9    (meters)    7060.     (feet)  VERTCON   
 FN0637  ___________________________________________________________________
 FN0637  LAPLACE CORR-          -1.65  (seconds)                    DEFLEC99
 FN0637  GEOID HEIGHT-         -19.45  (meters)                     GEOID03
 FN0637
 FN0637  HORZ ORDER  -  SECOND
 FN0637
 FN0637.The horizontal coordinates were established by classical geodetic methods
 FN0637.and adjusted by the National Geodetic Survey in December 1993..
 FN0637
 FN0637.The NAVD 88 height was computed by applying the VERTCON shift value to
 FN0637.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FN0637
 FN0637.The Laplace correction was computed from DEFLEC99 derived deflections.
 FN0637
 FN0637.The geoid height was determined by GEOID03.
 FN0637
 FN0637;                    North         East     Units Scale Factor Converg.
 FN0637;SPC NM C     -   444,516.142   555,320.710   MT  0.99993771   +0 20 51.8
 FN0637;SPC NM C     - 1,458,383.38  1,821,914.70   sFT  0.99993771   +0 20 51.8
 FN0637;SPC NM E     -   445,137.230    45,379.029   MT  1.00008539   -0 45 06.9
 FN0637;SPC NM E     - 1,460,421.06    148,881.03   sFT  1.00008539   -0 45 06.9
 FN0637;UTM  13      - 3,874,006.282   441,248.447   MT  0.99964254   -0 22 09.8
 FN0637
 FN0637!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FN0637!SPC NM C     -   0.99966539  x   0.99993771  =   0.99960312
 FN0637!SPC NM E     -   0.99966539  x   1.00008539  =   0.99975075
 FN0637!UTM  13      -   0.99966539  x   0.99964254  =   0.99930805
 FN0637
 FN0637:                Primary Azimuth Mark                     Grid Az
 FN0637:SPC NM C     -  3510535019                               094 24 30.3
 FN0637:SPC NM E     -  3510535019                               095 30 29.0
 FN0637:UTM  13      -  3510535019                               095 07 31.9
 FN0637
 FN0637|---------------------------------------------------------------------|
 FN0637| PID    Reference Object                     Distance      Geod. Az  |
 FN0637|                                                           dddmmss.s |
 FN0637| FN0635 3510535019                          APPROX. 1.7 KM 0944522.1 |
 FN0637|---------------------------------------------------------------------|
 FN0637
 FN0637                          SUPERSEDED SURVEY CONTROL
 FN0637
 FN0637  NAD 83(1986)-  35 00 25.12875(N)    105 38 38.00693(W) AD(       ) 2
 FN0637  NAD 27      -  35 00 24.93046(N)    105 38 35.96003(W) AD(       ) 2
 FN0637  NGVD 29 (07/19/86) 2150.9    (m)         7057.     (f) VERT ANG       
 FN0637
 FN0637.Superseded values are not recommended for survey control.
 FN0637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0637.See file dsdata.txt to determine how the superseded data were derived.
 FN0637
 FN0637_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDU4124874006(NAD 83)
 FN0637_MARKER: DD = SURVEY DISK
 FN0637_SETTING: 0 = UNSPECIFIED SETTING
 FN0637_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FN0637
 FN0637  HISTORY     - Date     Condition        Report By
 FN0637  HISTORY     - 1973     MONUMENTED       NMHD
 FN0637  HISTORY     - 20060219 MARK NOT FOUND   GEOCAC
 FN0637
 FN0637                          STATION DESCRIPTION
 FN0637
 FN0637'DESCRIBED BY NM HIGHWAY DEPT 1973 (CWW)
 FN0637'THE STATION IS LOCATED IN TORRANCE COUNTY ALONG INTERSTATE 40 AND
 FN0637'IS ABOUT 1.2 MILES AIRLINE EAST OF CLINES CORNERS, NEW MEXICO.
 FN0637'
 FN0637'TO REACH FROM THE INTERSECTION OF I-40 AND U.S. 285 AT CLINES
 FN0637'CORNERS, GO EAST ON INTERSTATE 40 1.2 MILES TO THE STATION ON THE
 FN0637'RIGHT.  THE STATION IS 29 FEET SOUTH OF THE CENTER OF THE
 FN0637'WESTBOUND LANE OF INTERSTATE 40.
 FN0637'
 FN0637'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 FN0637'DISK SET IN A CONCRETE MONUMENT PROJECTING ABOUT 6 INCHES ABOVE
 FN0637'THE GROUND AND STAMPED 3510535018 1973.
 FN0637
 FN0637                          STATION RECOVERY (2006)
 FN0637
 FN0637'RECOVERY NOTE BY GEOCACHING 2006 (BMC)
 FN0637'THERE IS A SUSPICIOUS PILE OF CONCRETE RUBBLE AT THE STATION
 FN0637'COORDINATES.  THE LOCATION IS NOW THE EDGE OF THE SOUTH SHOULDER OF
 FN0637'THE EASTBOUND LANES OF I-40.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0635 ***********************************************************************
 FN0635  DESIGNATION -  3510535019
 FN0635  PID         -  FN0635
 FN0635  STATE/COUNTY-  NM/TORRANCE
 FN0635  USGS QUAD   -  EL CABO (1966)
 FN0635
 FN0635                         *CURRENT SURVEY CONTROL
 FN0635  ___________________________________________________________________
 FN0635* NAD 83(1992)-  35 00 20.57188(N)    105 37 31.63603(W)     ADJUSTED  
 FN0635* NAVD 88     -      2111.9    (meters)    6929.     (feet)  VERTCON   
 FN0635  ___________________________________________________________________
 FN0635  LAPLACE CORR-          -2.12  (seconds)                    DEFLEC99
 FN0635  GEOID HEIGHT-         -19.47  (meters)                     GEOID03
 FN0635
 FN0635  HORZ ORDER  -  SECOND
 FN0635
 FN0635.The horizontal coordinates were established by classical geodetic methods
 FN0635.and adjusted by the National Geodetic Survey in December 1993..
 FN0635
 FN0635.The NAVD 88 height was computed by applying the VERTCON shift value to
 FN0635.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FN0635
 FN0635.The Laplace correction was computed from DEFLEC99 derived deflections.
 FN0635
 FN0635.The geoid height was determined by GEOID03.
 FN0635
 FN0635;                    North         East     Units Scale Factor Converg.
 FN0635;SPC NM C     -   444,386.344   557,004.344   MT  0.99994004   +0 21 29.8
 FN0635;SPC NM C     - 1,457,957.53  1,827,438.42   sFT  0.99994004   +0 21 29.8
 FN0635;SPC NM E     -   444,975.123    47,060.104   MT  1.00008047   -0 44 28.8
 FN0635;SPC NM E     - 1,459,889.22    154,396.36   sFT  1.00008047   -0 44 28.8
 FN0635;UTM  13      - 3,873,855.468   442,929.824   MT  0.99964014   -0 21 31.7
 FN0635
 FN0635!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FN0635!SPC NM C     -   0.99967167  x   0.99994004  =   0.99961173
 FN0635!SPC NM E     -   0.99967167  x   1.00008047  =   0.99975211
 FN0635!UTM  13      -   0.99967167  x   0.99964014  =   0.99931193
 FN0635
 FN0635:                Primary Azimuth Mark                     Grid Az
 FN0635:SPC NM C     -  3510535020                               093 42 53.1
 FN0635:SPC NM E     -  3510535020                               094 48 51.7
 FN0635:UTM  13      -  3510535020                               094 25 54.6
 FN0635
 FN0635|---------------------------------------------------------------------|
 FN0635| PID    Reference Object                     Distance      Geod. Az  |
 FN0635|                                                           dddmmss.s |
 FN0635| FN0634 3510535020                          APPROX. 1.7 KM 0940422.9 |
 FN0635|---------------------------------------------------------------------|
 FN0635
 FN0635                          SUPERSEDED SURVEY CONTROL
 FN0635
 FN0635  NAD 83(1986)-  35 00 20.57994(N)    105 37 31.63542(W) AD(       ) 2
 FN0635  NAD 27      -  35 00 20.38130(N)    105 37 29.59008(W) AD(       ) 2
 FN0635  NGVD 29 (07/19/86) 2110.9    (m)         6926.     (f) VERT ANG       
 FN0635
 FN0635.Superseded values are not recommended for survey control.
 FN0635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0635.See file dsdata.txt to determine how the superseded data were derived.
 FN0635
 FN0635_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDU4293073855(NAD 83)
 FN0635_MARKER: DD = SURVEY DISK
 FN0635_SETTING: 0 = UNSPECIFIED SETTING
 FN0635_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FN0635
 FN0635  HISTORY     - Date     Condition        Report By
 FN0635  HISTORY     - 1973     MONUMENTED       NMHD
 FN0635  HISTORY     - 20060219 GOOD             GEOCAC
 FN0635
 FN0635                          STATION DESCRIPTION
 FN0635
 FN0635'DESCRIBED BY NM HIGHWAY DEPT 1973 (CWW)
 FN0635'THE STATION IS LOCATED IN TORRANCE COUNTY ALONG INTERSTATE 40 AND
 FN0635'IS ABOUT 2.2 MILES AIRLINE EAST OF CLINES CORNERS, NEW MEXICO.
 FN0635'
 FN0635'TO REACH FROM THE INTERSECTION OF I-40 AND U.S. 285 AT CLINES
 FN0635'CORNERS, GO EAST ON INTERSTATE 40 2.2 MILES TO THE STATION ON THE
 FN0635'RIGHT.  THE STATION IS 99 FEET SOUTH OF THE CENTER OF THE
 FN0635'WESTBOUND LANE OF INTERSTATE 40.
 FN0635'
 FN0635'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 FN0635'DISK SET IN A CONCRETE MONUMENT PROJECTING ABOUT 6 INCHES ABOVE
 FN0635'THE GROUND AND STAMPED 3510535019 1973.
 FN0635
 FN0635                          STATION RECOVERY (2006)
 FN0635
 FN0635'RECOVERY NOTE BY GEOCACHING 2006 (BMC)
 FN0635'THE STATION IS 4 FT. NORTH OF THE RIGHT OF WAY FENCE.  IT IS VISIBLY
 FN0635'PROMINENT FROM THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0634 ***********************************************************************
 FN0634  DESIGNATION -  3510535020
 FN0634  PID         -  FN0634
 FN0634  STATE/COUNTY-  NM/TORRANCE
 FN0634  USGS QUAD   -  EL CABO (1966)
 FN0634
 FN0634                         *CURRENT SURVEY CONTROL
 FN0634  ___________________________________________________________________
 FN0634* NAD 83(1992)-  35 00 16.64725(N)    105 36 24.73904(W)     ADJUSTED  
 FN0634* NAVD 88     -      2128.6    (meters)    6984.     (feet)  VERTCON   
 FN0634  ___________________________________________________________________
 FN0634  LAPLACE CORR-          -2.60  (seconds)                    DEFLEC99
 FN0634  GEOID HEIGHT-         -19.50  (meters)                     GEOID03
 FN0634
 FN0634  HORZ ORDER  -  SECOND
 FN0634
 FN0634.The horizontal coordinates were established by classical geodetic methods
 FN0634.and adjusted by the National Geodetic Survey in December 1993..
 FN0634
 FN0634.The NAVD 88 height was computed by applying the VERTCON shift value to
 FN0634.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FN0634
 FN0634.The Laplace correction was computed from DEFLEC99 derived deflections.
 FN0634
 FN0634.The geoid height was determined by GEOID03.
 FN0634
 FN0634;                    North         East     Units Scale Factor Converg.
 FN0634;SPC NM C     -   444,276.173   558,701.233   MT  0.99994245   +0 22 08.2
 FN0634;SPC NM C     - 1,457,596.08  1,833,005.63   sFT  0.99994245   +0 22 08.2
 FN0634;SPC NM E     -   444,832.389    48,754.799   MT  1.00007558   -0 43 50.3
 FN0634;SPC NM E     - 1,459,420.93    159,956.37   sFT  1.00007558   -0 43 50.3
 FN0634;UTM  13      - 3,873,724.108   444,624.689   MT  0.99963779   -0 20 53.3
 FN0634
 FN0634!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FN0634!SPC NM C     -   0.99966906  x   0.99994245  =   0.99961152
 FN0634!SPC NM E     -   0.99966906  x   1.00007558  =   0.99974461
 FN0634!UTM  13      -   0.99966906  x   0.99963779  =   0.99930697
 FN0634
 FN0634:                Primary Azimuth Mark                     Grid Az
 FN0634:SPC NM C     -  3510535021                               090 31 11.6
 FN0634:SPC NM E     -  3510535021                               091 37 10.1
 FN0634:UTM  13      -  3510535021                               091 14 13.1
 FN0634
 FN0634|---------------------------------------------------------------------|
 FN0634| PID    Reference Object                     Distance      Geod. Az  |
 FN0634|                                                           dddmmss.s |
 FN0634| FN0633 3510535021                          APPROX. 1.6 KM 0905319.8 |
 FN0634|---------------------------------------------------------------------|
 FN0634
 FN0634                          SUPERSEDED SURVEY CONTROL
 FN0634
 FN0634  NAD 83(1986)-  35 00 16.65522(N)    105 36 24.73837(W) AD(       ) 2
 FN0634  NAD 27      -  35 00 16.45666(N)    105 36 22.69457(W) AD(       ) 2
 FN0634  NGVD 29 (07/19/86) 2127.6    (m)         6980.     (f) VERT ANG       
 FN0634
 FN0634.Superseded values are not recommended for survey control.
 FN0634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0634.See file dsdata.txt to determine how the superseded data were derived.
 FN0634
 FN0634_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDU4462573724(NAD 83)
 FN0634_MARKER: DD = SURVEY DISK
 FN0634_SETTING: 0 = UNSPECIFIED SETTING
 FN0634_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FN0634
 FN0634  HISTORY     - Date     Condition        Report By
 FN0634  HISTORY     - 1973     MONUMENTED       NMHD
 FN0634  HISTORY     - 20060219 GOOD             GEOCAC
 FN0634
 FN0634                          STATION DESCRIPTION
 FN0634
 FN0634'DESCRIBED BY NM HIGHWAY DEPT 1973 (CWW)
 FN0634'THE STATION IS LOCATED IN TORRANCE COUNTY ALONG INTERSTATE 40
 FN0634'AND IS ABOUT 3.3 MILES AIRLINE EAST OF CLINES CORNERS, NEW MEXICO.
 FN0634'
 FN0634'TO REACH FROM THE INTERSECTION OF I-40 AND U.S. 285 AT CLINES
 FN0634'CORNERS, GO EAST ON INTERSTATE 40 3.3 MILES TO THE STATION ON THE
 FN0634'RIGHT.  THE STATION IS 100 FEET SOUTH OF THE CENTER OF THE
 FN0634'WESTBOUND LANE OF INTERSTATE 40.
 FN0634'
 FN0634'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 FN0634'DISK SET IN A CONCRETE MONUMENT PROJECTING ABOUT 6 INCHES ABOVE
 FN0634'THE GROUND AND STAMPED 3510535020 1973.
 FN0634
 FN0634                          STATION RECOVERY (2006)
 FN0634
 FN0634'RECOVERY NOTE BY GEOCACHING 2006 (BMC)
 FN0634'THE STATION IS 4 FT. NORTH OF THE RIGHT OF WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0633 ***********************************************************************
 FN0633  DESIGNATION -  3510535021
 FN0633  PID         -  FN0633
 FN0633  STATE/COUNTY-  NM/TORRANCE
 FN0633  USGS QUAD   -  EL CABO (1966)
 FN0633
 FN0633                         *CURRENT SURVEY CONTROL
 FN0633  ___________________________________________________________________
 FN0633* NAD 83(1992)-  35 00 15.84423(N)    105 35 22.18426(W)     ADJUSTED  
 FN0633* NAVD 88     -      2112.1    (meters)    6929.     (feet)  VERTCON   
 FN0633  ___________________________________________________________________
 FN0633  LAPLACE CORR-          -2.92  (seconds)                    DEFLEC99
 FN0633  GEOID HEIGHT-         -19.52  (meters)                     GEOID03
 FN0633
 FN0633  HORZ ORDER  -  SECOND
 FN0633
 FN0633.The horizontal coordinates were established by classical geodetic methods
 FN0633.and adjusted by the National Geodetic Survey in December 1993..
 FN0633
 FN0633.The NAVD 88 height was computed by applying the VERTCON shift value to
 FN0633.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FN0633
 FN0633.The Laplace correction was computed from DEFLEC99 derived deflections.
 FN0633
 FN0633.The geoid height was determined by GEOID03.
 FN0633
 FN0633;                    North         East     Units Scale Factor Converg.
 FN0633;SPC NM C     -   444,261.779   560,287.438   MT  0.99994478   +0 22 44.0
 FN0633;SPC NM C     - 1,457,548.85  1,838,209.70   sFT  0.99994478   +0 22 44.0
 FN0633;SPC NM E     -   444,787.553    50,340.640   MT  1.00007107   -0 43 14.4
 FN0633;SPC NM E     - 1,459,273.83    165,159.25   sFT  1.00007107   -0 43 14.4
 FN0633;UTM  13      - 3,873,689.875   446,210.102   MT  0.99963566   -0 20 17.4
 FN0633
 FN0633!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FN0633!SPC NM C     -   0.99967165  x   0.99994478  =   0.99961645
 FN0633!SPC NM E     -   0.99967165  x   1.00007107  =   0.99974270
 FN0633!UTM  13      -   0.99967165  x   0.99963566  =   0.99930743
 FN0633
 FN0633:                Primary Azimuth Mark                     Grid Az
 FN0633:SPC NM C     -  3510535022                               095 30 46.2
 FN0633:SPC NM E     -  3510535022                               096 36 44.6
 FN0633:UTM  13      -  3510535022                               096 13 47.6
 FN0633
 FN0633|---------------------------------------------------------------------|
 FN0633| PID    Reference Object                     Distance      Geod. Az  |
 FN0633|                                                           dddmmss.s |
 FN0633| FN0632 3510535022                          APPROX. 3.3 KM 0955330.2 |
 FN0633|---------------------------------------------------------------------|
 FN0633
 FN0633                          SUPERSEDED SURVEY CONTROL
 FN0633
 FN0633  NAD 83(1986)-  35 00 15.85212(N)    105 35 22.18352(W) AD(       ) 2
 FN0633  NAD 27      -  35 00 15.65387(N)    105 35 20.14114(W) AD(       ) 2
 FN0633  NGVD 29 (07/19/86) 2111.1    (m)         6926.     (f) VERT ANG       
 FN0633
 FN0633.Superseded values are not recommended for survey control.
 FN0633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0633.See file dsdata.txt to determine how the superseded data were derived.
 FN0633
 FN0633_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDU4621073690(NAD 83)
 FN0633_MARKER: DD = SURVEY DISK
 FN0633_SETTING: 0 = UNSPECIFIED SETTING
 FN0633_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FN0633
 FN0633  HISTORY     - Date     Condition        Report By
 FN0633  HISTORY     - 1973     MONUMENTED       NMHD
 FN0633  HISTORY     - 20051023 GOOD             GEOCAC
 FN0633
 FN0633                          STATION DESCRIPTION
 FN0633
 FN0633'DESCRIBED BY NM HIGHWAY DEPT 1973 (CWW)
 FN0633'THE STATION IS LOCATED IN TORRANCE COUNTY ALONG INTERSTATE 40
 FN0633'AND IS ABOUT 4.3 MILES AIRLINE EAST OF CLINES CORNERS, NEW MEXICO.
 FN0633'
 FN0633'TO REACH FROM THE INTERSECTION OF I-40 AND U.S. 285 AT CLINES
 FN0633'CORNERS, GO EAST ON INTERSTATE 40 4.3 MILES TO THE STATION ON
 FN0633'THE LEFT.  THE STATION IS 107 FEET NORTH OF THE CENTER OF THE
 FN0633'WESTBOUND LANE OF INTERSTATE 40.
 FN0633'
 FN0633'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 FN0633'DISK SET IN A CONCRETE MONUMENT PROJECTING ABOUT 6 INCHES ABOVE THE
 FN0633'GROUND AND STAMPED 3510535021 1973.
 FN0633
 FN0633                          STATION RECOVERY (2005)
 FN0633
 FN0633'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 FN0633'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0632 ***********************************************************************
 FN0632  DESIGNATION -  3510535022
 FN0632  PID         -  FN0632
 FN0632  STATE/COUNTY-  NM/TORRANCE
 FN0632  USGS QUAD   -  EL CABO (1966)
 FN0632
 FN0632                         *CURRENT SURVEY CONTROL
 FN0632  ___________________________________________________________________
 FN0632* NAD 83(1992)-  35 00 04.94201(N)    105 33 14.01211(W)     ADJUSTED  
 FN0632* NAVD 88     -      2080.3    (meters)    6825.     (feet)  VERTCON   
 FN0632  ___________________________________________________________________
 FN0632  LAPLACE CORR-          -3.54  (seconds)                    DEFLEC99
 FN0632  GEOID HEIGHT-         -19.59  (meters)                     GEOID03
 FN0632
 FN0632  HORZ ORDER  -  SECOND
 FN0632
 FN0632.The horizontal coordinates were established by classical geodetic methods
 FN0632.and adjusted by the National Geodetic Survey in December 1993..
 FN0632
 FN0632.The NAVD 88 height was computed by applying the VERTCON shift value to
 FN0632.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FN0632
 FN0632.The Laplace correction was computed from DEFLEC99 derived deflections.
 FN0632
 FN0632.The geoid height was determined by GEOID03.
 FN0632
 FN0632;                    North         East     Units Scale Factor Converg.
 FN0632;SPC NM C     -   443,947.903   563,539.526   MT  0.99994974   +0 23 57.5
 FN0632;SPC NM C     - 1,456,519.08  1,848,879.26   sFT  0.99994974   +0 23 57.5
 FN0632;SPC NM E     -   444,411.284    53,586.493   MT  1.00006203   -0 42 00.6
 FN0632;SPC NM E     - 1,458,039.35    175,808.35   sFT  1.00006203   -0 42 00.6
 FN0632;UTM  13      - 3,873,335.436   449,456.988   MT  0.99963148   -0 19 03.8
 FN0632
 FN0632!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FN0632!SPC NM C     -   0.99967664  x   0.99994974  =   0.99962639
 FN0632!SPC NM E     -   0.99967664  x   1.00006203  =   0.99973865
 FN0632!UTM  13      -   0.99967664  x   0.99963148  =   0.99930824
 FN0632
 FN0632:                Primary Azimuth Mark                     Grid Az
 FN0632:SPC NM C     -  3510535023                               069 54 53.4
 FN0632:SPC NM E     -  3510535023                               071 00 51.5
 FN0632:UTM  13      -  3510535023                               070 37 54.7
 FN0632
 FN0632|---------------------------------------------------------------------|
 FN0632| PID    Reference Object                     Distance      Geod. Az  |
 FN0632|                                                           dddmmss.s |
 FN0632| FN0631 3510535023                          APPROX. 0.8 KM 0701850.9 |
 FN0632|---------------------------------------------------------------------|
 FN0632
 FN0632                          SUPERSEDED SURVEY CONTROL
 FN0632
 FN0632  NAD 83(1986)-  35 00 04.94971(N)    105 33 14.01113(W) AD(       ) 2
 FN0632  NAD 27      -  35 00 04.75180(N)    105 33 11.97143(W) AD(       ) 2
 FN0632  NGVD 29 (07/19/86) 2079.4    (m)         6822.     (f) VERT ANG       
 FN0632
 FN0632.Superseded values are not recommended for survey control.
 FN0632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0632.See file dsdata.txt to determine how the superseded data were derived.
 FN0632
 FN0632_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDU4945773335(NAD 83)
 FN0632_MARKER: DD = SURVEY DISK
 FN0632_SETTING: 0 = UNSPECIFIED SETTING
 FN0632_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FN0632
 FN0632  HISTORY     - Date     Condition        Report By
 FN0632  HISTORY     - 1973     MONUMENTED       NMHD
 FN0632  HISTORY     - 20060219 GOOD             GEOCAC
 FN0632
 FN0632                          STATION DESCRIPTION
 FN0632
 FN0632'DESCRIBED BY NM HIGHWAY DEPT 1973 (CWW)
 FN0632'THE STATION IS LOCATED IN TORRANCE COUNTY ALONG INTERSTATE 40 AND
 FN0632'IS ABOUT 6.3 MILES EAST OF CLINES CORNERS, NEW MEXICO.
 FN0632'
 FN0632'TO REACH FROM THE INTERSECTION OF INTERSTATE 40 AND U.S. 285 AT
 FN0632'CLINES CORNERS GO EAST ON INTERSTATE 40, 6.3 MILES TO THE STATION
 FN0632'ON THE RIGHT.  THE STATION IS 37 FEET SOUTH OF THE FRONTAGE
 FN0632'ROAD WHICH RUNS SOUTH OF THE INTERSTATE.
 FN0632'
 FN0632'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 FN0632'DISK, SET IN A CONCRETE MONUMENT PROJECTING ABOUT 6 INCHES ABOVE
 FN0632'THE GROUND AND STAMPED 3510535022, 1973
 FN0632
 FN0632                          STATION RECOVERY (2006)
 FN0632
 FN0632'RECOVERY NOTE BY GEOCACHING 2006 (BMC)
 FN0632'THE STATION IS 3 FT. SOUTH OF THE RIGHT OF WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0631 ***********************************************************************
 FN0631  DESIGNATION -  3510535023
 FN0631  PID         -  FN0631
 FN0631  STATE/COUNTY-  NM/TORRANCE
 FN0631  USGS QUAD   -  EL CABO (1966)
 FN0631
 FN0631                         *CURRENT SURVEY CONTROL
 FN0631  ___________________________________________________________________
 FN0631* NAD 83(1992)-  35 00 13.34215(N)    105 32 45.47421(W)     ADJUSTED  
 FN0631* NAVD 88     -      2083.2    (meters)    6835.     (feet)  VERTCON   
 FN0631  ___________________________________________________________________
 FN0631  LAPLACE CORR-          -3.63  (seconds)                    DEFLEC99
 FN0631  GEOID HEIGHT-         -19.61  (meters)                     GEOID03
 FN0631
 FN0631  HORZ ORDER  -  SECOND
 FN0631
 FN0631.The horizontal coordinates were established by classical geodetic methods
 FN0631.and adjusted by the National Geodetic Survey in December 1993..
 FN0631
 FN0631.The NAVD 88 height was computed by applying the VERTCON shift value to
 FN0631.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FN0631
 FN0631.The Laplace correction was computed from DEFLEC99 derived deflections.
 FN0631
 FN0631.The geoid height was determined by GEOID03.
 FN0631
 FN0631;                    North         East     Units Scale Factor Converg.
 FN0631;SPC NM C     -   444,211.821   564,261.294   MT  0.99995088   +0 24 13.9
 FN0631;SPC NM C     - 1,457,384.95  1,851,247.26   sFT  0.99995088   +0 24 13.9
 FN0631;SPC NM E     -   444,661.332    54,313.274   MT  1.00006004   -0 41 44.4
 FN0631;SPC NM E     - 1,458,859.72    178,192.80   sFT  1.00006004   -0 41 44.4
 FN0631;UTM  13      - 3,873,590.220   450,181.772   MT  0.99963059   -0 18 47.5
 FN0631
 FN0631!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FN0631!SPC NM C     -   0.99967619  x   0.99995088  =   0.99962708
 FN0631!SPC NM E     -   0.99967619  x   1.00006004  =   0.99973621
 FN0631!UTM  13      -   0.99967619  x   0.99963059  =   0.99930689
 FN0631
 FN0631:                Primary Azimuth Mark                     Grid Az
 FN0631:SPC NM C     -  3510535024                               081 29 04.6
 FN0631:SPC NM E     -  3510535024                               082 35 02.9
 FN0631:UTM  13      -  3510535024                               082 12 06.0
 FN0631
 FN0631|---------------------------------------------------------------------|
 FN0631| PID    Reference Object                     Distance      Geod. Az  |
 FN0631|                                                           dddmmss.s |
 FN0631| FN0630 3510535024                          APPROX. 2.4 KM 0815318.5 |
 FN0631|---------------------------------------------------------------------|
 FN0631
 FN0631                          SUPERSEDED SURVEY CONTROL
 FN0631
 FN0631  NAD 83(1986)-  35 00 13.34983(N)    105 32 45.47318(W) AD(       ) 2
 FN0631  NAD 27      -  35 00 13.15211(N)    105 32 43.43411(W) AD(       ) 2
 FN0631  NGVD 29 (07/19/86) 2082.3    (m)         6832.     (f) VERT ANG       
 FN0631
 FN0631.Superseded values are not recommended for survey control.
 FN0631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0631.See file dsdata.txt to determine how the superseded data were derived.
 FN0631
 FN0631_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDU5018273590(NAD 83)
 FN0631_MARKER: DD = SURVEY DISK
 FN0631_SETTING: 0 = UNSPECIFIED SETTING
 FN0631_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FN0631
 FN0631  HISTORY     - Date     Condition        Report By
 FN0631  HISTORY     - 1973     MONUMENTED       NMHD
 FN0631  HISTORY     - 20060219 MARK NOT FOUND   GEOCAC
 FN0631
 FN0631                          STATION DESCRIPTION
 FN0631
 FN0631'DESCRIBED BY NM HIGHWAY DEPT 1973 (CWW)
 FN0631'THE STATION IS LOCATED IN TORRANCE COUNTY ALONG INTERSTATE 40 AND
 FN0631'IS ABOUT 6.7 MILES AIRLINE EAST OF CLINES CORNERS, NEW MEXICO.
 FN0631'
 FN0631'TO REACH FROM THE INTERSECTION OF INTERSTATE 40 AND U.S. 285 AT
 FN0631'CLINES CORNERS GO EAST ON INTERSTATE 40, 6.8 MILES TO THE STATION
 FN0631'ON THE RIGHT.  THE STATION IS ON A HIGHWAY OVERPASS AND IS AT
 FN0631'THE SOUTHEAST CORNER OF THE OVERPASS BRIDGE.
 FN0631'
 FN0631'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 FN0631'DISK, SET IN A CONCRETE MONUMENT PROJECTING ABOUT 6 INCHES ABOVE
 FN0631'THE GROUND AND STAMPED 3510535023, 1973.
 FN0631
 FN0631                          STATION RECOVERY (2006)
 FN0631
 FN0631'RECOVERY NOTE BY GEOCACHING 2006 (BMC)
 FN0631'THE WITNESS POST LIES LOOSELY ON THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0630 ***********************************************************************
 FN0630  DESIGNATION -  3510535024
 FN0630  PID         -  FN0630
 FN0630  STATE/COUNTY-  NM/TORRANCE
 FN0630  USGS QUAD   -  EL CABO (1966)
 FN0630
 FN0630                         *CURRENT SURVEY CONTROL
 FN0630  ___________________________________________________________________
 FN0630* NAD 83(1992)-  35 00 24.14366(N)    105 31 13.28252(W)     ADJUSTED  
 FN0630* NAVD 88     -      1996.0    (meters)    6549.     (feet)  VERTCON   
 FN0630  ___________________________________________________________________
 FN0630  LAPLACE CORR-          -3.78  (seconds)                    DEFLEC99
 FN0630  GEOID HEIGHT-         -19.66  (meters)                     GEOID03
 FN0630
 FN0630  HORZ ORDER  -  SECOND
 FN0630
 FN0630.The horizontal coordinates were established by classical geodetic methods
 FN0630.and adjusted by the National Geodetic Survey in December 1993..
 FN0630
 FN0630.The NAVD 88 height was computed by applying the VERTCON shift value to
 FN0630.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FN0630
 FN0630.The Laplace correction was computed from DEFLEC99 derived deflections.
 FN0630
 FN0630.The geoid height was determined by GEOID03.
 FN0630
 FN0630;                    North         East     Units Scale Factor Converg.
 FN0630;SPC NM C     -   444,561.442   566,596.367   MT  0.99995464   +0 25 06.9
 FN0630;SPC NM C     - 1,458,532.00  1,858,908.25   sFT  0.99995464   +0 25 06.9
 FN0630;SPC NM E     -   444,966.110    56,654.870   MT  1.00005372   -0 40 51.7
 FN0630;SPC NM E     - 1,459,859.65    185,875.19   sFT  1.00005372   -0 40 51.7
 FN0630;UTM  13      - 3,873,910.486   452,520.280   MT  0.99962778   -0 17 54.7
 FN0630
 FN0630!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FN0630!SPC NM C     -   0.99968987  x   0.99995464  =   0.99964453
 FN0630!SPC NM E     -   0.99968987  x   1.00005372  =   0.99974358
 FN0630!UTM  13      -   0.99968987  x   0.99962778  =   0.99931777
 FN0630
 FN0630:                Primary Azimuth Mark                     Grid Az
 FN0630:SPC NM C     -  3510525001                               097 05 20.7
 FN0630:SPC NM E     -  3510525001                               098 11 19.3
 FN0630:UTM  13      -  3510525001                               097 48 22.3
 FN0630
 FN0630|---------------------------------------------------------------------|
 FN0630| PID    Reference Object                     Distance      Geod. Az  |
 FN0630|                                                           dddmmss.s |
 FN0630| FN0586 3510525001                          APPROX. 2.7 KM 0973027.6 |
 FN0630|---------------------------------------------------------------------|
 FN0630
 FN0630                          SUPERSEDED SURVEY CONTROL
 FN0630
 FN0630  NAD 83(1986)-  35 00 24.15125(N)    105 31 13.28132(W) AD(       ) 2
 FN0630  NAD 27      -  35 00 23.95423(N)    105 31 11.24393(W) AD(       ) 2
 FN0630  NGVD 29 (07/19/86) 1995.1    (m)         6546.     (f) VERT ANG       
 FN0630
 FN0630.Superseded values are not recommended for survey control.
 FN0630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0630.See file dsdata.txt to determine how the superseded data were derived.
 FN0630
 FN0630_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDU5252073910(NAD 83)
 FN0630_MARKER: DD = SURVEY DISK
 FN0630_SETTING: 0 = UNSPECIFIED SETTING
 FN0630_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FN0630
 FN0630  HISTORY     - Date     Condition        Report By
 FN0630  HISTORY     - 1973     MONUMENTED       NMHD
 FN0630  HISTORY     - 20060219 GOOD             GEOCAC
 FN0630
 FN0630                          STATION DESCRIPTION
 FN0630
 FN0630'DESCRIBED BY NM HIGHWAY DEPT 1973 (CWW)
 FN0630'THE STATION IS LOCATED ON TORRANCE COUNTY ALONG INTERSTATE 40
 FN0630'AND IS ABOUT 8.2 MILES AIRLINE EAST OF CLINES CORNERS, NEW MEXICO.
 FN0630'
 FN0630'TO REACH FROM THE INTERSECTION OF INTERSTATE 40 AND U.S. 285 AT
 FN0630'CLINES CORNERS, GO EAST ON INTERSTATE 40 8.35 MILES TO THE STATION
 FN0630'ON THE LEFT.  THE STATION IS ON A HIGHWAY OVERPASS AND IS 168
 FN0630'FEET NORTH OF THE NORTHWEST CORNER OF THE OVERPASS BRIDGE.
 FN0630'
 FN0630'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 FN0630'DISK, SET ON A CONCRETE MONUMENT PROJECTING ABOUT 6 INCHES ABOVE
 FN0630'THE GROUND AND STAMPED 3510535024, 1973.
 FN0630
 FN0630                          STATION RECOVERY (2006)
 FN0630
 FN0630'RECOVERY NOTE BY GEOCACHING 2006 (BMC)
 FN0630'THE STATION IS IN A GRASSY AREA 10 FT. NW OF THE NW CORNER OF THE
 FN0630'INTERSECTION OF THE WESTBOUND I-40 ONRAMP AND THE ROAD CROSSING THE
 FN0630'BRIDGE OVER THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0724 ***********************************************************************
 FN0724  DESIGNATION -  3510545002
 FN0724  PID         -  FN0724
 FN0724  STATE/COUNTY-  NM/SANTA FE
 FN0724  USGS QUAD   -  SANTA FE (1993)
 FN0724
 FN0724                         *CURRENT SURVEY CONTROL
 FN0724  ___________________________________________________________________
 FN0724* NAD 83(1992)-  35 38 10.71847(N)    105 56 55.69138(W)     ADJUSTED  
 FN0724* NAVD 88     -      2120.6    (meters)    6957.     (feet)  VERTCON   
 FN0724  ___________________________________________________________________
 FN0724  LAPLACE CORR-          10.54  (seconds)                    DEFLEC99
 FN0724  GEOID HEIGHT-         -18.57  (meters)                     GEOID03
 FN0724
 FN0724  HORZ ORDER  -  SECOND
 FN0724
 FN0724.The horizontal coordinates were established by classical geodetic methods
 FN0724.and adjusted by the National Geodetic Survey in December 1993..
 FN0724
 FN0724.The NAVD 88 height was computed by applying the VERTCON shift value to
 FN0724.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FN0724
 FN0724.The Laplace correction was computed from DEFLEC99 derived deflections.
 FN0724
 FN0724.The geoid height was determined by GEOID03.
 FN0724
 FN0724;                    North         East     Units Scale Factor Converg.
 FN0724;SPC NM C     -   514,205.322   527,278.473   MT  0.99990917   +0 10 31.8
 FN0724;SPC NM C     - 1,687,021.96  1,729,912.79   sFT  0.99990917   +0 10 31.8
 FN0724;UTM  13      - 3,944,025.661   414,094.447   MT  0.99969094   -0 33 10.2
 FN0724
 FN0724!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FN0724!SPC NM C     -   0.99967018  x   0.99990917  =   0.99957938
 FN0724!UTM  13      -   0.99967018  x   0.99969094  =   0.99936122
 FN0724
 FN0724:                Primary Azimuth Mark                     Grid Az
 FN0724:SPC NM C     -  3510545003                               093 09 07.7
 FN0724:UTM  13      -  3510545003                               093 52 49.7
 FN0724
 FN0724|---------------------------------------------------------------------|
 FN0724| PID    Reference Object                     Distance      Geod. Az  |
 FN0724|                                                           dddmmss.s |
 FN0724| FN0723 3510545003                          APPROX. 2.0 KM 0931939.5 |
 FN0724|---------------------------------------------------------------------|
 FN0724
 FN0724                          SUPERSEDED SURVEY CONTROL
 FN0724
 FN0724  NAD 83(1986)-  35 38 10.72210(N)    105 56 55.69614(W) AD(       ) 2
 FN0724  NAD 27      -  35 38 10.60520(N)    105 56 53.62150(W) AD(       ) 2
 FN0724  NGVD 29 (07/19/86) 2119.6    (m)         6954.     (f) VERT ANG       
 FN0724
 FN0724.Superseded values are not recommended for survey control.
 FN0724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0724.See file dsdata.txt to determine how the superseded data were derived.
 FN0724
 FN0724_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV1409444026(NAD 83)
 FN0724_MARKER: DD = SURVEY DISK
 FN0724_SETTING: 0 = UNSPECIFIED SETTING
 FN0724_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FN0724_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FN0724+SATELLITE: SATELLITE OBSERVATIONS - February 15, 2006
 FN0724
 FN0724  HISTORY     - Date     Condition        Report By
 FN0724  HISTORY     - 1977     MONUMENTED       NMHD
 FN0724  HISTORY     - 20060215 GOOD             NMHD
 FN0724
 FN0724                          STATION DESCRIPTION
 FN0724
 FN0724'DESCRIBED BY NM HIGHWAY DEPT 1977 (DGM)
 FN0724'THE STATION IS LOCATED IN SANTA FE COUNTY, ALONG INTERSTATE 25
 FN0724'AND IS 2.7 AIRMILES ESE OF THE CITY OF SANTA FE, NEW MEXICO.
 FN0724'
 FN0724'TO REACH FROM THE SOUTH SANTA FE INTERCHANGE ON I-25 (EXIT 278B) GO
 FN0724'NORTH ON I-25 5.35 MILES TO THE STATION IN THE RIGHT.  THE STATION
 FN0724'IS 107 FEET EAST OF THE CENTERLINE OF THE NORTH BOUND LANE OF
 FN0724'I-25, AND 4 FEET EAST OF THE R/W FENCELINE.
 FN0724'
 FN0724'THE STATION IS AT MILEPOST 282.95.
 FN0724'
 FN0724'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 FN0724'DISK SET IN A CONCRETE POST PROJECTING ABOUT SIX INCHES ABOVE
 FN0724'THE GROUND AND STAMPED 3510545002, 1976.
 FN0724
 FN0724                          STATION RECOVERY (2006)
 FN0724
 FN0724'RECOVERY NOTE BY NM HIGHWAY DEPT 2006 (WAB)
 FN0724'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0723 ***********************************************************************
 FN0723  DESIGNATION -  3510545003
 FN0723  PID         -  FN0723
 FN0723  STATE/COUNTY-  NM/SANTA FE
 FN0723  USGS QUAD   -  SANTA FE (1993)
 FN0723
 FN0723                         *CURRENT SURVEY CONTROL
 FN0723  ___________________________________________________________________
 FN0723* NAD 83(1992)-  35 38 07.02098(N)    105 55 37.94063(W)     ADJUSTED  
 FN0723* NAVD 88     -      2178.4    (meters)    7147.     (feet)  VERTCON   
 FN0723  ___________________________________________________________________
 FN0723  LAPLACE CORR-          11.05  (seconds)                    DEFLEC99
 FN0723  GEOID HEIGHT-         -18.43  (meters)                     GEOID03
 FN0723
 FN0723  HORZ ORDER  -  SECOND
 FN0723
 FN0723.The horizontal coordinates were established by classical geodetic methods
 FN0723.and adjusted by the National Geodetic Survey in December 1993..
 FN0723
 FN0723.The NAVD 88 height was computed by applying the VERTCON shift value to
 FN0723.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FN0723
 FN0723.The Laplace correction was computed from DEFLEC99 derived deflections.
 FN0723
 FN0723.The geoid height was determined by GEOID03.
 FN0723
 FN0723;                    North         East     Units Scale Factor Converg.
 FN0723;SPC NM C     -   514,097.582   529,234.867   MT  0.99991053   +0 11 17.0
 FN0723;SPC NM C     - 1,686,668.48  1,736,331.39   sFT  0.99991053   +0 11 17.0
 FN0723;UTM  13      - 3,943,893.091   416,048.881   MT  0.99968685   -0 32 24.9
 FN0723
 FN0723!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FN0723!SPC NM C     -   0.99966109  x   0.99991053  =   0.99957165
 FN0723!UTM  13      -   0.99966109  x   0.99968685  =   0.99934804
 FN0723
 FN0723:                Primary Azimuth Mark                     Grid Az
 FN0723:SPC NM C     -  3510545004                               157 05 15.1
 FN0723:UTM  13      -  3510545004                               157 48 57.0
 FN0723
 FN0723|---------------------------------------------------------------------|
 FN0723| PID    Reference Object                     Distance      Geod. Az  |
 FN0723|                                                           dddmmss.s |
 FN0723| FN0703 3510545004                          APPROX. 1.5 KM 1571632.1 |
 FN0723|---------------------------------------------------------------------|
 FN0723
 FN0723                          SUPERSEDED SURVEY CONTROL
 FN0723
 FN0723  NAD 83(1986)-  35 38 07.02458(N)    105 55 37.94519(W) AD(       ) 2
 FN0723  NAD 27      -  35 38 06.90706(N)    105 55 35.87250(W) AD(       ) 2
 FN0723  NGVD 29 (07/19/86) 2177.4    (m)         7144.     (f) VERT ANG       
 FN0723
 FN0723.Superseded values are not recommended for survey control.
 FN0723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0723.See file dsdata.txt to determine how the superseded data were derived.
 FN0723
 FN0723_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV1604943893(NAD 83)
 FN0723_MARKER: DD = SURVEY DISK
 FN0723_SETTING: 0 = UNSPECIFIED SETTING
 FN0723_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FN0723_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FN0723+SATELLITE: SATELLITE OBSERVATIONS - February 15, 2006
 FN0723
 FN0723  HISTORY     - Date     Condition        Report By
 FN0723  HISTORY     - 1977     MONUMENTED       NMHD
 FN0723  HISTORY     - 20060215 GOOD             NMHD
 FN0723
 FN0723                          STATION DESCRIPTION
 FN0723
 FN0723'DESCRIBED BY NM HIGHWAY DEPT 1977 (DGM)
 FN0723'THE STATION IS LOCATED IN SANTA FE COUNTY, ALONG INTERSTATE 25 AND
 FN0723'IS 3.5 AIRMILES SE OF THE CITY OF SANTA FE, NEW MEXICO.
 FN0723'
 FN0723'TO REACH FROM THE SOUTH SANTA FE INTERCHANGE ON I-25 (EXIT 278B)
 FN0723'GO NORTH ON I-25 6.55 MILES TO THE STATION ON THE LEFT.  THE
 FN0723'STATION IS 177 FEET WEST OF THE CENTERLINE OF THE SOUTH BOUND
 FN0723'LANE OF I-25 AND 7 FEET WEST OF THE R/W FENCELINE.  ON TOP OF A
 FN0723'LARGE CUT.
 FN0723'
 FN0723'THE STATION IS AT MILEPOST 284.15.
 FN0723'
 FN0723'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION DISK
 FN0723'SET IN A CONCRETE POST PROJECTING ABOUT SIX INCHES ABOVE THE
 FN0723'GROUND AND STAMPED 3510545003, 1976.
 FN0723
 FN0723                          STATION RECOVERY (2006)
 FN0723
 FN0723'RECOVERY NOTE BY NM HIGHWAY DEPT 2006 (WAB)
 FN0723'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0703 ***********************************************************************
 FN0703  DESIGNATION -  3510545004
 FN0703  PID         -  FN0703
 FN0703  STATE/COUNTY-  NM/SANTA FE
 FN0703  USGS QUAD   -  SETON VILLAGE (1993)
 FN0703
 FN0703                         *CURRENT SURVEY CONTROL
 FN0703  ___________________________________________________________________
 FN0703* NAD 83(1992)-  35 37 21.19245(N)    105 55 14.43371(W)     ADJUSTED  
 FN0703* NAVD 88     -      2207.1    (meters)    7241.     (feet)  VERTCON   
 FN0703  ___________________________________________________________________
 FN0703  LAPLACE CORR-          10.78  (seconds)                    DEFLEC99
 FN0703  GEOID HEIGHT-         -18.43  (meters)                     GEOID03
 FN0703
 FN0703  HORZ ORDER  -  SECOND
 FN0703
 FN0703.The horizontal coordinates were established by classical geodetic methods
 FN0703.and adjusted by the National Geodetic Survey in December 1993..
 FN0703
 FN0703.The NAVD 88 height was computed by applying the VERTCON shift value to
 FN0703.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FN0703
 FN0703.The Laplace correction was computed from DEFLEC99 derived deflections.
 FN0703
 FN0703.The geoid height was determined by GEOID03.
 FN0703
 FN0703;                    North         East     Units Scale Factor Converg.
 FN0703;SPC NM C     -   512,687.239   529,830.980   MT  0.99991096   +0 11 30.5
 FN0703;SPC NM C     - 1,682,041.38  1,738,287.14   sFT  0.99991096   +0 11 30.5
 FN0703;UTM  13      - 3,942,475.604   416,626.893   MT  0.99968566   -0 32 10.6
 FN0703
 FN0703!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FN0703!SPC NM C     -   0.99965660  x   0.99991096  =   0.99956759
 FN0703!UTM  13      -   0.99965660  x   0.99968566  =   0.99934237
 FN0703
 FN0703:                Primary Azimuth Mark                     Grid Az
 FN0703:SPC NM C     -  3510545005                               160 41 36.3
 FN0703:UTM  13      -  3510545005                               161 25 17.4
 FN0703
 FN0703|---------------------------------------------------------------------|
 FN0703| PID    Reference Object                     Distance      Geod. Az  |
 FN0703|                                                           dddmmss.s |
 FN0703| FN0702 3510545005                          APPROX. 1.2 KM 1605306.8 |
 FN0703|---------------------------------------------------------------------|
 FN0703
 FN0703                          SUPERSEDED SURVEY CONTROL
 FN0703
 FN0703  NAD 83(1986)-  35 37 21.19602(N)    105 55 14.43826(W) AD(       ) 2
 FN0703  NAD 27      -  35 37 21.07718(N)    105 55 12.36646(W) AD(       ) 2
 FN0703  NGVD 29 (07/19/86) 2206.0    (m)         7238.     (f) VERT ANG       
 FN0703
 FN0703.Superseded values are not recommended for survey control.
 FN0703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0703.See file dsdata.txt to determine how the superseded data were derived.
 FN0703
 FN0703_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV1662742476(NAD 83)
 FN0703_MARKER: DD = SURVEY DISK
 FN0703_SETTING: 0 = UNSPECIFIED SETTING
 FN0703_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FN0703
 FN0703  HISTORY     - Date     Condition        Report By
 FN0703  HISTORY     - 1977     MONUMENTED       NMHD
 FN0703
 FN0703                          STATION DESCRIPTION
 FN0703
 FN0703'DESCRIBED BY NM HIGHWAY DEPT 1977 (DGM)
 FN0703'THE STATION IS LOCATED IN SANTA FE COUNTY, ALONG INTERSTATE 25
 FN0703'AND IS 4.4 AIRMILES SE OF THE CITY OF SANTA FE, NEW MEXICO.
 FN0703'
 FN0703'TO REACH FROM THE SOUTH SANTA FE INTERCHANGE IN I-25 (EXIT 278B) GO
 FN0703'NORTH ON I-25 7.4 MILES TO THE STATION ON THE RIGHT.  THE STATION
 FN0703'IS 117 FEET EAST OF THE CENTERLINE OF THE NORTH BOUND LANE OF
 FN0703'I-25, AND 20 FEET WEST OF THE R/W FENCELINE.  ON TOP OF A LARGE
 FN0703'CUT.
 FN0703'
 FN0703'THE STATION IS AT MILEPOST 285.1.
 FN0703'
 FN0703'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION DISK
 FN0703'SET IN A CONCRETE POST PROJECTING ABOUT SIX INCHES ABOVE THE
 FN0703'GROUND AND STAMPED 3510545004, 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0702 ***********************************************************************
 FN0702  DESIGNATION -  3510545005
 FN0702  PID         -  FN0702
 FN0702  STATE/COUNTY-  NM/SANTA FE
 FN0702  USGS QUAD   -  SETON VILLAGE (1993)
 FN0702
 FN0702                         *CURRENT SURVEY CONTROL
 FN0702  ___________________________________________________________________
 FN0702* NAD 83(1992)-  35 36 43.83264(N)    105 54 58.57807(W)     ADJUSTED  
 FN0702* NAVD 88     -      2204.6    (meters)    7233.     (feet)  VERTCON   
 FN0702  ___________________________________________________________________
 FN0702  LAPLACE CORR-          10.49  (seconds)                    DEFLEC99
 FN0702  GEOID HEIGHT-         -18.44  (meters)                     GEOID03
 FN0702
 FN0702  HORZ ORDER  -  SECOND
 FN0702
 FN0702.The horizontal coordinates were established by classical geodetic methods
 FN0702.and adjusted by the National Geodetic Survey in December 1993..
 FN0702
 FN0702.The NAVD 88 height was computed by applying the VERTCON shift value to
 FN0702.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FN0702
 FN0702.The Laplace correction was computed from DEFLEC99 derived deflections.
 FN0702
 FN0702.The geoid height was determined by GEOID03.
 FN0702
 FN0702;                    North         East     Units Scale Factor Converg.
 FN0702;SPC NM C     -   511,537.264   530,233.844   MT  0.99991126   +0 11 39.6
 FN0702;SPC NM C     - 1,678,268.51  1,739,608.87   sFT  0.99991126   +0 11 39.6
 FN0702;UTM  13      - 3,941,320.864   417,015.025   MT  0.99968486   -0 32 00.9
 FN0702
 FN0702!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FN0702!SPC NM C     -   0.99965699  x   0.99991126  =   0.99956828
 FN0702!UTM  13      -   0.99965699  x   0.99968486  =   0.99934196
 FN0702
 FN0702:                Primary Azimuth Mark                     Grid Az
 FN0702:SPC NM C     -  3510545006                               152 28 03.2
 FN0702:UTM  13      -  3510545006                               153 11 43.7
 FN0702
 FN0702|---------------------------------------------------------------------|
 FN0702| PID    Reference Object                     Distance      Geod. Az  |
 FN0702|                                                           dddmmss.s |
 FN0702| FN0701 3510545006                          APPROX. 2.6 KM 1523942.8 |
 FN0702|---------------------------------------------------------------------|
 FN0702
 FN0702                          SUPERSEDED SURVEY CONTROL
 FN0702
 FN0702  NAD 83(1986)-  35 36 43.83620(N)    105 54 58.58259(W) AD(       ) 2
 FN0702  NAD 27      -  35 36 43.71633(N)    105 54 56.51148(W) AD(       ) 2
 FN0702  NGVD 29 (07/19/86) 2203.5    (m)         7229.     (f) VERT ANG       
 FN0702
 FN0702.Superseded values are not recommended for survey control.
 FN0702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0702.See file dsdata.txt to determine how the superseded data were derived.
 FN0702
 FN0702_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV1701541321(NAD 83)
 FN0702_MARKER: DD = SURVEY DISK
 FN0702_SETTING: 0 = UNSPECIFIED SETTING
 FN0702_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FN0702
 FN0702  HISTORY     - Date     Condition        Report By
 FN0702  HISTORY     - 1977     MONUMENTED       NMHD
 FN0702
 FN0702                          STATION DESCRIPTION
 FN0702
 FN0702'DESCRIBED BY NM HIGHWAY DEPT 1977 (DGM)
 FN0702'THE STATION IS LOCATED IN SANTA FE COUNTY, ALONG INTERSTATE 25 AND
 FN0702'IS 5.1 AIRMILES SE OF THE CITY OF SANTA FE, NEW MEXICO.
 FN0702'
 FN0702'TO REACH FROM THE SOUTH SANTA FE INTERCHANGE ON I-25 (EXIT 278B) GO
 FN0702'NORTH ON I-25, 8.2 MILES TO THE STATION ON THE RIGHT.  THE STATION
 FN0702'IS 57 FEET EAST OF THE CENTERLINE OF THE NORTH BOUND LANE OF I-25,
 FN0702'AND 101 FEET WEST OF THE R/W FENCELINE.  AT THE RIGHT SIDE TREE
 FN0702'LINE.
 FN0702'
 FN0702'THE STATION IS AT MILEPOST 285.95.
 FN0702'
 FN0702'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION DISK
 FN0702'SET IN A CONCRETE POST PROJECTING ABOUT SIX INCHES ABOVE THE
 FN0702'GROUND AND STAMPED 351054005, 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0701 ***********************************************************************
 FN0701  DESIGNATION -  3510545006
 FN0701  PID         -  FN0701
 FN0701  STATE/COUNTY-  NM/SANTA FE
 FN0701  USGS QUAD   -  SETON VILLAGE (1993)
 FN0701
 FN0701                         *CURRENT SURVEY CONTROL
 FN0701  ___________________________________________________________________
 FN0701* NAD 83(1992)-  35 35 28.15193(N)    105 54 10.67959(W)     ADJUSTED  
 FN0701* NAVD 88     -      2223.0    (meters)    7293.     (feet)  VERTCON   
 FN0701  ___________________________________________________________________
 FN0701  LAPLACE CORR-           9.24  (seconds)                    DEFLEC99
 FN0701  GEOID HEIGHT-         -18.45  (meters)                     GEOID03
 FN0701
 FN0701  HORZ ORDER  -  SECOND
 FN0701
 FN0701.The horizontal coordinates were established by classical geodetic methods
 FN0701.and adjusted by the National Geodetic Survey in December 1993..
 FN0701
 FN0701.The NAVD 88 height was computed by applying the VERTCON shift value to
 FN0701.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FN0701
 FN0701.The Laplace correction was computed from DEFLEC99 derived deflections.
 FN0701
 FN0701.The geoid height was determined by GEOID03.
 FN0701
 FN0701;                    North         East     Units Scale Factor Converg.
 FN0701;SPC NM C     -   509,209.181   531,447.440   MT  0.99991218   +0 12 07.1
 FN0701;SPC NM C     - 1,670,630.45  1,743,590.48   sFT  0.99991218   +0 12 07.1
 FN0701;UTM  13      - 3,938,978.090   418,198.685   MT  0.99968246   -0 31 32.0
 FN0701
 FN0701!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FN0701!SPC NM C     -   0.99965409  x   0.99991218  =   0.99956630
 FN0701!UTM  13      -   0.99965409  x   0.99968246  =   0.99933666
 FN0701
 FN0701:                Primary Azimuth Mark                     Grid Az
 FN0701:SPC NM C     -  3510545007                               162 20 49.4
 FN0701:UTM  13      -  3510545007                               163 04 28.5
 FN0701
 FN0701|---------------------------------------------------------------------|
 FN0701| PID    Reference Object                     Distance      Geod. Az  |
 FN0701|                                                           dddmmss.s |
 FN0701| FN0700 3510545007                          APPROX. 1.3 KM 1623256.5 |
 FN0701|---------------------------------------------------------------------|
 FN0701
 FN0701                          SUPERSEDED SURVEY CONTROL
 FN0701
 FN0701  NAD 83(1986)-  35 35 28.15502(N)    105 54 10.68375(W) AD(       ) 2
 FN0701  NAD 27      -  35 35 28.03254(N)    105 54 08.61361(W) AD(       ) 2
 FN0701  NGVD 29 (07/19/86) 2222.0    (m)         7290.     (f) VERT ANG       
 FN0701
 FN0701.Superseded values are not recommended for survey control.
 FN0701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0701.See file dsdata.txt to determine how the superseded data were derived.
 FN0701
 FN0701_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV1819938978(NAD 83)
 FN0701_MARKER: DD = SURVEY DISK
 FN0701_SETTING: 0 = UNSPECIFIED SETTING
 FN0701_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FN0701
 FN0701  HISTORY     - Date     Condition        Report By
 FN0701  HISTORY     - 1977     MONUMENTED       NMHD
 FN0701
 FN0701                          STATION DESCRIPTION
 FN0701
 FN0701'DESCRIBED BY NM HIGHWAY DEPT 1977 (DGM)
 FN0701'THE STATION IS LOCATED IN SANTA FE COUNTY, ALONG INTERSTATE 25 AND
 FN0701'IS 6.7 AIRMILES SE OF THE CITY OF SANTA FE, NEW MEXICO.
 FN0701'
 FN0701'TO REACH FROM THE SOUTH SANTA FE INTERCHANGE ON I-25 (EXIT 278B) GO
 FN0701'NORTH ON I-25 9.75 MILES TO THE STATION ON THE LEFT.  THE STATION
 FN0701'IS 149 FEET WEST OF THE CENTERLINE OF THE SOUTH BOUND LANE OF
 FN0701'I-25, AND 49 FEET WEST OF THE R/W FENCELINE.  ON TOP OF A LARGE
 FN0701'CUT.
 FN0701'
 FN0701'THE STATION IS AT MILEPOST 287.5.
 FN0701'
 FN0701'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 FN0701'DISK SET IN A CONCRETE POST PROJECTING ABOUT SIX INCHES ABOVE THE
 FN0701'GROUND AND STAMPED 3510545006, 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0700 ***********************************************************************
 FN0700  DESIGNATION -  3510545007
 FN0700  PID         -  FN0700
 FN0700  STATE/COUNTY-  NM/SANTA FE
 FN0700  USGS QUAD   -  SETON VILLAGE (1993)
 FN0700
 FN0700                         *CURRENT SURVEY CONTROL
 FN0700  ___________________________________________________________________
 FN0700* NAD 83(1992)-  35 34 48.42061(N)    105 53 55.39085(W)     ADJUSTED  
 FN0700* NAVD 88     -      2221.9    (meters)    7290.     (feet)  VERTCON   
 FN0700  ___________________________________________________________________
 FN0700  LAPLACE CORR-           8.69  (seconds)                    DEFLEC99
 FN0700  GEOID HEIGHT-         -18.48  (meters)                     GEOID03
 FN0700
 FN0700  HORZ ORDER  -  SECOND
 FN0700
 FN0700.The horizontal coordinates were established by classical geodetic methods
 FN0700.and adjusted by the National Geodetic Survey in December 1993..
 FN0700
 FN0700.The NAVD 88 height was computed by applying the VERTCON shift value to
 FN0700.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FN0700
 FN0700.The Laplace correction was computed from DEFLEC99 derived deflections.
 FN0700
 FN0700.The geoid height was determined by GEOID03.
 FN0700
 FN0700;                    North         East     Units Scale Factor Converg.
 FN0700;SPC NM C     -   507,986.149   531,836.652   MT  0.99991249   +0 12 15.8
 FN0700;SPC NM C     - 1,666,617.89  1,744,867.42   sFT  0.99991249   +0 12 15.8
 FN0700;UTM  13      - 3,937,750.498   418,572.252   MT  0.99968171   -0 31 22.6
 FN0700
 FN0700!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FN0700!SPC NM C     -   0.99965427  x   0.99991249  =   0.99956679
 FN0700!UTM  13      -   0.99965427  x   0.99968171  =   0.99933609
 FN0700
 FN0700:                Primary Azimuth Mark                     Grid Az
 FN0700:SPC NM C     -  3510545008                               144 16 24.7
 FN0700:UTM  13      -  3510545008                               145 00 03.1
 FN0700
 FN0700|---------------------------------------------------------------------|
 FN0700| PID    Reference Object                     Distance      Geod. Az  |
 FN0700|                                                           dddmmss.s |
 FN0700| FN0699 3510545008                          APPROX. 2.2 KM 1442840.5 |
 FN0700|---------------------------------------------------------------------|
 FN0700
 FN0700                          SUPERSEDED SURVEY CONTROL
 FN0700
 FN0700  NAD 83(1986)-  35 34 48.42356(N)    105 53 55.39490(W) AD(       ) 2
 FN0700  NAD 27      -  35 34 48.29991(N)    105 53 53.32519(W) AD(       ) 2
 FN0700  NGVD 29 (07/19/86) 2220.9    (m)         7286.     (f) VERT ANG       
 FN0700
 FN0700.Superseded values are not recommended for survey control.
 FN0700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0700.See file dsdata.txt to determine how the superseded data were derived.
 FN0700
 FN0700_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV1857237750(NAD 83)
 FN0700_MARKER: DD = SURVEY DISK
 FN0700_SETTING: 0 = UNSPECIFIED SETTING
 FN0700_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FN0700
 FN0700  HISTORY     - Date     Condition        Report By
 FN0700  HISTORY     - 1977     MONUMENTED       NMHD
 FN0700
 FN0700                          STATION DESCRIPTION
 FN0700
 FN0700'DESCRIBED BY NM HIGHWAY DEPT 1977 (DGM)
 FN0700'THE STATION IS LOCATED IN SANTA FE COUNTY, ALONG INTERSTATE 25 AND
 FN0700'IS 7.4 AIRMILES SE OF THE CITY OF SANTA FE, NEW MEXICO.
 FN0700'
 FN0700'TO REACH FROM THE SOUTH SANTA FE INTERCHANGE ON I-25 (EXIT 278B) GO
 FN0700'NORTH ON I-25 10.5 MILES TO THE STATION ON THE LEFT.  THE STATION
 FN0700'IS 60 FEET EAST OF THE CENTERLINE OF THE SOUTH BOUND LANE OF
 FN0700'I-25, AND 40 FEET SOUTH OF THE FRONTAGE ROAD CROSSING ABOVE
 FN0700'INTERSTATE.  IN THE MEDIAN OF THE INTERSTATE.
 FN0700'
 FN0700'THE STATION IS AT MILEPOST 288.3.
 FN0700'
 FN0700'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 FN0700'DISK SET IN A CONCRETE POST PROJECTING ABOUT SIX INCHES ABOVE
 FN0700'THE GROUND AND STAMPED 3510545007, 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0699 ***********************************************************************
 FN0699  DESIGNATION -  3510545008
 FN0699  PID         -  FN0699
 FN0699  STATE/COUNTY-  NM/SANTA FE
 FN0699  USGS QUAD   -  SETON VILLAGE (1993)
 FN0699
 FN0699                         *CURRENT SURVEY CONTROL
 FN0699  ___________________________________________________________________
 FN0699* NAD 83(1992)-  35 33 51.39025(N)    105 53 05.56710(W)     ADJUSTED  
 FN0699* NAVD 88     -      2187.9    (meters)    7178.     (feet)  VERTCON   
 FN0699  ___________________________________________________________________
 FN0699  LAPLACE CORR-           7.43  (seconds)                    DEFLEC99
 FN0699  GEOID HEIGHT-         -18.48  (meters)                     GEOID03
 FN0699
 FN0699  HORZ ORDER  -  SECOND
 FN0699
 FN0699.The horizontal coordinates were established by classical geodetic methods
 FN0699.and adjusted by the National Geodetic Survey in December 1993..
 FN0699
 FN0699.The NAVD 88 height was computed by applying the VERTCON shift value to
 FN0699.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FN0699
 FN0699.The Laplace correction was computed from DEFLEC99 derived deflections.
 FN0699
 FN0699.The geoid height was determined by GEOID03.
 FN0699
 FN0699;                    North         East     Units Scale Factor Converg.
 FN0699;SPC NM C     -   506,233.215   533,097.490   MT  0.99991349   +0 12 44.5
 FN0699;SPC NM C     - 1,660,866.81  1,749,004.02   sFT  0.99991349   +0 12 44.5
 FN0699;UTM  13      - 3,935,982.114   419,810.454   MT  0.99967924   -0 30 52.9
 FN0699
 FN0699!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FN0699!SPC NM C     -   0.99965960  x   0.99991349  =   0.99957312
 FN0699!UTM  13      -   0.99965960  x   0.99967924  =   0.99933895
 FN0699
 FN0699:                Primary Azimuth Mark                     Grid Az
 FN0699:SPC NM C     -  3510545009                               151 16 04.3
 FN0699:UTM  13      -  3510545009                               151 59 41.7
 FN0699
 FN0699|---------------------------------------------------------------------|
 FN0699| PID    Reference Object                     Distance      Geod. Az  |
 FN0699|                                                           dddmmss.s |
 FN0699| FN0697 3510545009                          APPROX. 2.5 KM 1512848.8 |
 FN0699|---------------------------------------------------------------------|
 FN0699
 FN0699                          SUPERSEDED SURVEY CONTROL
 FN0699
 FN0699  NAD 83(1986)-  35 33 51.39308(N)    105 53 05.57093(W) AD(       ) 2
 FN0699  NAD 27      -  35 33 51.26815(N)    105 53 03.50306(W) AD(       ) 2
 FN0699  NGVD 29 (07/19/86) 2186.9    (m)         7175.     (f) VERT ANG       
 FN0699
 FN0699.Superseded values are not recommended for survey control.
 FN0699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0699.See file dsdata.txt to determine how the superseded data were derived.
 FN0699
 FN0699_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV1981035982(NAD 83)
 FN0699_MARKER: DD = SURVEY DISK
 FN0699_SETTING: 0 = UNSPECIFIED SETTING
 FN0699_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FN0699
 FN0699  HISTORY     - Date     Condition        Report By
 FN0699  HISTORY     - 1977     MONUMENTED       NMHD
 FN0699
 FN0699                          STATION DESCRIPTION
 FN0699
 FN0699'DESCRIBED BY NM HIGHWAY DEPT 1977 (DGM)
 FN0699'THE STATION IS LOCATED IN SANTA FE COUNTY, ALONG INTERSTATE 25
 FN0699'AND IS 8.8 AIRMILES SE OF THE CITY OF SANTA FE, NEW MEXICO.
 FN0699'
 FN0699'TO REACH FROM THE SOUTH SANTA FE INTERCHANGE ON I-25
 FN0699'(EXIT 278B) GO NORTH ON I-25 11.85 MILES TO THE STATION ON
 FN0699'THE LEFT.
 FN0699'
 FN0699'THE STATION IS 125 FEET WEST OF THE CENTERLINE OF THE NORTHBOUND
 FN0699'LANE OF I-25, AND 112 FEET EAST OF THE SOUTH BOUND LANE, IN THE
 FN0699'MEDIAN.
 FN0699'
 FN0699'THE STATION IS AT MILEPOST 289.7.
 FN0699'
 FN0699'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 FN0699'DISK SET IN A CONCRETE POST PROJECTING ABOUT SIX INCHES ABOVE THE
 FN0699'GROUND AND STAMPED 3510545008, 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0697 ***********************************************************************
 FN0697  DESIGNATION -  3510545009
 FN0697  PID         -  FN0697
 FN0697  STATE/COUNTY-  NM/SANTA FE
 FN0697  USGS QUAD   -  GLORIETA (1993)
 FN0697
 FN0697                         *CURRENT SURVEY CONTROL
 FN0697  ___________________________________________________________________
 FN0697* NAD 83(1992)-  35 32 38.78090(N)    105 52 17.29255(W)     ADJUSTED  
 FN0697* NAVD 88     -      2200.1    (meters)    7218.     (feet)  VERTCON   
 FN0697  ___________________________________________________________________
 FN0697  LAPLACE CORR-           6.20  (seconds)                    DEFLEC99
 FN0697  GEOID HEIGHT-         -18.51  (meters)                     GEOID03
 FN0697
 FN0697  HORZ ORDER  -  SECOND
 FN0697
 FN0697.The horizontal coordinates were established by classical geodetic methods
 FN0697.and adjusted by the National Geodetic Survey in December 1993..
 FN0697
 FN0697.The NAVD 88 height was computed by applying the VERTCON shift value to
 FN0697.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FN0697
 FN0697.The Laplace correction was computed from DEFLEC99 derived deflections.
 FN0697
 FN0697.The geoid height was determined by GEOID03.
 FN0697
 FN0697;                    North         East     Units Scale Factor Converg.
 FN0697;SPC NM C     -   504,000.216   534,321.648   MT  0.99991451   +0 13 12.2
 FN0697;SPC NM C     - 1,653,540.71  1,753,020.27   sFT  0.99991451   +0 13 12.2
 FN0697;UTM  13      - 3,933,734.296   421,005.903   MT  0.99967690   -0 30 23.9
 FN0697
 FN0697!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FN0697!SPC NM C     -   0.99965770  x   0.99991451  =   0.99957223
 FN0697!UTM  13      -   0.99965770  x   0.99967690  =   0.99933471
 FN0697
 FN0697:                Primary Azimuth Mark                     Grid Az
 FN0697:SPC NM C     -  3510545010                               122 50 11.4
 FN0697:UTM  13      -  3510545010                               123 33 47.5
 FN0697
 FN0697|---------------------------------------------------------------------|
 FN0697| PID    Reference Object                     Distance      Geod. Az  |
 FN0697|                                                           dddmmss.s |
 FN0697| FN0696 3510545010                          APPROX. 1.1 KM 1230323.6 |
 FN0697|---------------------------------------------------------------------|
 FN0697
 FN0697                          SUPERSEDED SURVEY CONTROL
 FN0697
 FN0697  NAD 83(1986)-  35 32 38.78349(N)    105 52 17.29613(W) AD(       ) 2
 FN0697  NAD 27      -  35 32 38.65698(N)    105 52 15.23034(W) AD(       ) 2
 FN0697  NGVD 29 (07/19/86) 2199.1    (m)         7215.     (f) VERT ANG       
 FN0697
 FN0697.Superseded values are not recommended for survey control.
 FN0697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0697.See file dsdata.txt to determine how the superseded data were derived.
 FN0697
 FN0697_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV2100633734(NAD 83)
 FN0697_MARKER: DD = SURVEY DISK
 FN0697_SETTING: 0 = UNSPECIFIED SETTING
 FN0697_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FN0697
 FN0697  HISTORY     - Date     Condition        Report By
 FN0697  HISTORY     - 1977     MONUMENTED       NMHD
 FN0697
 FN0697                          STATION DESCRIPTION
 FN0697
 FN0697'DESCRIBED BY NM HIGHWAY DEPT 1977 (DGM)
 FN0697'THE STATION IS LOCATED IN SANTA FE COUNTY, ALONG INTERSTATE 25
 FN0697'AND IS 10.4 AIRMILES SSE OF THE CITY OF SANTA FE, NEW MEXICO.
 FN0697'
 FN0697'TO REACH FROM THE SOUTH SANTA FE INTERCHANGE ON I-25 (EXIT 278B)
 FN0697'GO NORTH ON I-25 13.35 MILES TO THE STATION ON THE RIGHT.
 FN0697'
 FN0697'THE STATION IS 148 FEET EAST OF THE CENTERLINE OF THE NORTH BOUND
 FN0697'LANE OF I-25, AND 3 FEET WEST OF THE R/W FENCELINE.  ON TOP OF A
 FN0697'LARGE CUT.
 FN0697'
 FN0697'THE STATION IS AT MILEPOST 291.25.
 FN0697'
 FN0697'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY
 FN0697'COMMISSION DISK SET IN A CONCRETE POST PROJECTING ABOUT
 FN0697'SIX INCHES ABOVE THE GROUND AND STAMPED 3510545009, 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0696 ***********************************************************************
 FN0696  DESIGNATION -  3510545010
 FN0696  PID         -  FN0696
 FN0696  STATE/COUNTY-  NM/SANTA FE
 FN0696  USGS QUAD   -  GLORIETA (1993)
 FN0696
 FN0696                         *CURRENT SURVEY CONTROL
 FN0696  ___________________________________________________________________
 FN0696* NAD 83(1992)-  35 32 19.76097(N)    105 51 41.53974(W)     ADJUSTED  
 FN0696* NAVD 88     -      2183.6    (meters)    7164.     (feet)  VERTCON   
 FN0696  ___________________________________________________________________
 FN0696  LAPLACE CORR-           5.94  (seconds)                    DEFLEC99
 FN0696  GEOID HEIGHT-         -18.50  (meters)                     GEOID03
 FN0696
 FN0696  HORZ ORDER  -  SECOND
 FN0696
 FN0696.The horizontal coordinates were established by classical geodetic methods
 FN0696.and adjusted by the National Geodetic Survey in December 1993..
 FN0696
 FN0696.The NAVD 88 height was computed by applying the VERTCON shift value to
 FN0696.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FN0696
 FN0696.The Laplace correction was computed from DEFLEC99 derived deflections.
 FN0696
 FN0696.The geoid height was determined by GEOID03.
 FN0696
 FN0696;                    North         East     Units Scale Factor Converg.
 FN0696;SPC NM C     -   503,417.587   535,224.446   MT  0.99991529   +0 13 32.9
 FN0696;SPC NM C     - 1,651,629.20  1,755,982.20   sFT  0.99991529   +0 13 32.9
 FN0696;UTM  13      - 3,933,140.407   421,901.025   MT  0.99967516   -0 30 02.9
 FN0696
 FN0696!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FN0696!SPC NM C     -   0.99966028  x   0.99991529  =   0.99957560
 FN0696!UTM  13      -   0.99966028  x   0.99967516  =   0.99933555
 FN0696
 FN0696:                Primary Azimuth Mark                     Grid Az
 FN0696:SPC NM C     -  3510545011                               103 33 01.7
 FN0696:UTM  13      -  3510545011                               104 16 37.5
 FN0696
 FN0696|---------------------------------------------------------------------|
 FN0696| PID    Reference Object                     Distance      Geod. Az  |
 FN0696|                                                           dddmmss.s |
 FN0696| FN0695 3510545011                          APPROX. 0.9 KM 1034634.6 |
 FN0696|---------------------------------------------------------------------|
 FN0696
 FN0696                          SUPERSEDED SURVEY CONTROL
 FN0696
 FN0696  NAD 83(1986)-  35 32 19.76356(N)    105 51 41.54328(W) AD(       ) 2
 FN0696  NAD 27      -  35 32 19.63611(N)    105 51 39.47856(W) AD(       ) 2
 FN0696  NGVD 29 (07/19/86) 2182.6    (m)         7161.     (f) VERT ANG       
 FN0696
 FN0696.Superseded values are not recommended for survey control.
 FN0696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0696.See file dsdata.txt to determine how the superseded data were derived.
 FN0696
 FN0696_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV2190133140(NAD 83)
 FN0696_MARKER: DD = SURVEY DISK
 FN0696_SETTING: 0 = UNSPECIFIED SETTING
 FN0696_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FN0696
 FN0696  HISTORY     - Date     Condition        Report By
 FN0696  HISTORY     - 1977     MONUMENTED       NMHD
 FN0696
 FN0696                          STATION DESCRIPTION
 FN0696
 FN0696'DESCRIBED BY NM HIGHWAY DEPT 1977 (DGM)
 FN0696'THE STATION IS LOCATED IN SANTA FE COUNTY, ALONG INTERSTATE
 FN0696'25 AND IS 11.0 AIRMILES SE OF THE CITY OF SANTA FE, NEW
 FN0696'MEXICO.
 FN0696'
 FN0696'TO REACH FROM THE SOUTH SANTA FE INTERCHANGE ON I-25 (EXIT 278B)
 FN0696'GO NORTH ON I-25 14.0 MILES TO THE STATION ON THE RIGHT.
 FN0696'
 FN0696'THE STATION IS 72 FEET EAST OF THE CENTERLINE OF THE NORTH BOUND
 FN0696'LANE OF I-25, AND 77 FEET WEST OF THE R/W FENCELINE.
 FN0696'
 FN0696'THE STATION IS AT MILEPOST 291.90.
 FN0696'
 FN0696'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 FN0696'DISK SET IN A CONCRETE POST PROJECTING ABOUT SIX INCHES ABOVE
 FN0696'THE GROUND AND STAMPED 3510545010, 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0695 ***********************************************************************
 FN0695  DESIGNATION -  3510545011
 FN0695  PID         -  FN0695
 FN0695  STATE/COUNTY-  NM/SANTA FE
 FN0695  USGS QUAD   -  GLORIETA (1993)
 FN0695
 FN0695                         *CURRENT SURVEY CONTROL
 FN0695  ___________________________________________________________________
 FN0695* NAD 83(1992)-  35 32 13.14417(N)    105 51 08.52922(W)     ADJUSTED  
 FN0695* NAVD 88     -      2155.2    (meters)    7071.     (feet)  VERTCON   
 FN0695  ___________________________________________________________________
 FN0695  LAPLACE CORR-           6.03  (seconds)                    DEFLEC99
 FN0695  GEOID HEIGHT-         -18.48  (meters)                     GEOID03
 FN0695
 FN0695  HORZ ORDER  -  SECOND
 FN0695
 FN0695.The horizontal coordinates were established by classical geodetic methods
 FN0695.and adjusted by the National Geodetic Survey in December 1993..
 FN0695
 FN0695.The NAVD 88 height was computed by applying the VERTCON shift value to
 FN0695.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FN0695
 FN0695.The Laplace correction was computed from DEFLEC99 derived deflections.
 FN0695
 FN0695.The geoid height was determined by GEOID03.
 FN0695
 FN0695;                    North         East     Units Scale Factor Converg.
 FN0695;SPC NM C     -   503,216.995   536,056.742   MT  0.99991602   +0 13 52.0
 FN0695;SPC NM C     - 1,650,971.09  1,758,712.83   sFT  0.99991602   +0 13 52.0
 FN0695;UTM  13      - 3,932,929.327   422,730.511   MT  0.99967357   -0 29 43.6
 FN0695
 FN0695!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FN0695!SPC NM C     -   0.99966473  x   0.99991602  =   0.99958078
 FN0695!UTM  13      -   0.99966473  x   0.99967357  =   0.99933841
 FN0695
 FN0695:                Primary Azimuth Mark                     Grid Az
 FN0695:SPC NM C     -  3510545012                               062 16 08.9
 FN0695:UTM  13      -  3510545012                               062 59 44.5
 FN0695
 FN0695|---------------------------------------------------------------------|
 FN0695| PID    Reference Object                     Distance      Geod. Az  |
 FN0695|                                                           dddmmss.s |
 FN0695| FN0694 3510545012                          APPROX. 2.2 KM 0623000.9 |
 FN0695|---------------------------------------------------------------------|
 FN0695
 FN0695                          SUPERSEDED SURVEY CONTROL
 FN0695
 FN0695  NAD 83(1986)-  35 32 13.14675(N)    105 51 08.53276(W) AD(       ) 2
 FN0695  NAD 27      -  35 32 13.01851(N)    105 51 06.46891(W) AD(       ) 2
 FN0695  NGVD 29 (07/19/86) 2154.2    (m)         7068.     (f) VERT ANG       
 FN0695
 FN0695.Superseded values are not recommended for survey control.
 FN0695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0695.See file dsdata.txt to determine how the superseded data were derived.
 FN0695
 FN0695_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV2273132929(NAD 83)
 FN0695_MARKER: DD = SURVEY DISK
 FN0695_SETTING: 0 = UNSPECIFIED SETTING
 FN0695_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FN0695
 FN0695  HISTORY     - Date     Condition        Report By
 FN0695  HISTORY     - 1977     MONUMENTED       NMHD
 FN0695
 FN0695                          STATION DESCRIPTION
 FN0695
 FN0695'DESCRIBED BY NM HIGHWAY DEPT 1977 (DGM)
 FN0695'THE STATION IS LOCATED IN SANTA FE COUNTY, ALONG INTERSTATE
 FN0695'25 AND IS 11.4 AIRMILES SE OF THE CITY OF SANTA FE, NEW
 FN0695'MEXICO.
 FN0695'
 FN0695'TO REACH FROM THE SOUTH SANTA FE INTERCHANGE ON I-25 (EXIT 278B) GO
 FN0695'NORTH ON I-25 14.5 MILES TO THE STATION ON THE RIGHT.
 FN0695'
 FN0695'THE STATION IS 76 FEET EAST OF THE CENTERLINE OF THE NORTH BOUND
 FN0695'LANE OF I-25, AND 70 FEET WEST OF THE R/W FENCELINE.
 FN0695'
 FN0695'THE STATION IS AT MILEPOST 292.4.
 FN0695'
 FN0695'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 FN0695'DISK SET IN A CONCRETE POST PROJECTING ABOUT SIX INCHES ABOVE
 FN0695'THE GROUND AND STAMPED 3510545011, 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0694 ***********************************************************************
 FN0694  DESIGNATION -  3510545012
 FN0694  PID         -  FN0694
 FN0694  STATE/COUNTY-  NM/SANTA FE
 FN0694  USGS QUAD   -  GLORIETA (1993)
 FN0694
 FN0694                         *CURRENT SURVEY CONTROL
 FN0694  ___________________________________________________________________
 FN0694* NAD 83(1992)-  35 32 46.82742(N)    105 49 49.34001(W)     ADJUSTED  
 FN0694* NAVD 88     -      2136.3    (meters)    7009.     (feet)  VERTCON   
 FN0694  ___________________________________________________________________
 FN0694  LAPLACE CORR-           5.76  (seconds)                    DEFLEC99
 FN0694  GEOID HEIGHT-         -18.36  (meters)                     GEOID03
 FN0694
 FN0694  HORZ ORDER  -  SECOND
 FN0694
 FN0694.The horizontal coordinates were established by classical geodetic methods
 FN0694.and adjusted by the National Geodetic Survey in December 1993..
 FN0694
 FN0694.The NAVD 88 height was computed by applying the VERTCON shift value to
 FN0694.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FN0694
 FN0694.The Laplace correction was computed from DEFLEC99 derived deflections.
 FN0694
 FN0694.The geoid height was determined by GEOID03.
 FN0694
 FN0694;                    North         East     Units Scale Factor Converg.
 FN0694;SPC NM C     -   504,263.273   538,046.999   MT  0.99991783   +0 14 38.2
 FN0694;SPC NM C     - 1,654,403.75  1,765,242.53   sFT  0.99991783   +0 14 38.2
 FN0694;UTM  13      - 3,933,950.030   424,733.386   MT  0.99966981   -0 28 58.0
 FN0694
 FN0694!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FN0694!SPC NM C     -   0.99966769  x   0.99991783  =   0.99958555
 FN0694!UTM  13      -   0.99966769  x   0.99966981  =   0.99933761
 FN0694
 FN0694:                Primary Azimuth Mark                     Grid Az
 FN0694:SPC NM C     -  3510545013                               050 53 52.8
 FN0694:UTM  13      -  3510545013                               051 37 29.0
 FN0694
 FN0694|---------------------------------------------------------------------|
 FN0694| PID    Reference Object                     Distance      Geod. Az  |
 FN0694|                                                           dddmmss.s |
 FN0694| FN0693 3510545013                          APPROX. 1.1 KM 0510831.0 |
 FN0694|---------------------------------------------------------------------|
 FN0694
 FN0694                          SUPERSEDED SURVEY CONTROL
 FN0694
 FN0694  NAD 83(1986)-  35 32 46.82986(N)    105 49 49.34338(W) AD(       ) 2
 FN0694  NAD 27      -  35 32 46.70097(N)    105 49 47.27967(W) AD(       ) 2
 FN0694  NGVD 29 (07/19/86) 2135.2    (m)         7005.     (f) VERT ANG       
 FN0694
 FN0694.Superseded values are not recommended for survey control.
 FN0694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0694.See file dsdata.txt to determine how the superseded data were derived.
 FN0694
 FN0694_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV2473333950(NAD 83)
 FN0694_MARKER: DD = SURVEY DISK
 FN0694_SETTING: 0 = UNSPECIFIED SETTING
 FN0694_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FN0694
 FN0694  HISTORY     - Date     Condition        Report By
 FN0694  HISTORY     - 1977     MONUMENTED       NMHD
 FN0694
 FN0694                          STATION DESCRIPTION
 FN0694
 FN0694'DESCRIBED BY NM HIGHWAY DEPT 1977 (DGM)
 FN0694'THE STATION IS LOCATED IN SANTA FE COUNTY, ALONG INTERSTATE 25
 FN0694'AND IS 11.7 AIRMILES SE OF THE CITY OF SANTA FE, NEW MEXICO.
 FN0694'
 FN0694'TO REACH FROM THE SOUTH SANTA FE INTERCHANGE ON I-25 (EXIT 278B)
 FN0694'GO NORTH ON I-25 15.85 MILES TO THE STATION ON THE RIGHT.
 FN0694'
 FN0694'THE STATION IS 59 FEET EAST OF THE CENTERLINE OF THE NORTH BOUND
 FN0694'LANE OF I-25, AND 60 FEET WEST OF THE R/W FENCELINE.
 FN0694'
 FN0694'THE STATION IS AT MILEPOST 293.85.
 FN0694'
 FN0694'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION DISK
 FN0694'SET IN A CONCRETE POST PROJECTING ABOUT SIX INCHES ABOVE THE
 FN0694'GROUND AND STAMPED 3510545012, 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0693 ***********************************************************************
 FN0693  DESIGNATION -  3510545013
 FN0693  PID         -  FN0693
 FN0693  STATE/COUNTY-  NM/SANTA FE
 FN0693  USGS QUAD   -  GLORIETA (1993)
 FN0693
 FN0693                         *CURRENT SURVEY CONTROL
 FN0693  ___________________________________________________________________
 FN0693* NAD 83(1992)-  35 33 09.47094(N)    105 49 14.94720(W)     ADJUSTED  
 FN0693* NAVD 88     -      2142.9    (meters)    7030.     (feet)  VERTCON   
 FN0693  ___________________________________________________________________
 FN0693  LAPLACE CORR-           5.61  (seconds)                    DEFLEC99
 FN0693  GEOID HEIGHT-         -18.31  (meters)                     GEOID03
 FN0693
 FN0693  HORZ ORDER  -  SECOND
 FN0693
 FN0693.The horizontal coordinates were established by classical geodetic methods
 FN0693.and adjusted by the National Geodetic Survey in December 1993..
 FN0693
 FN0693.The NAVD 88 height was computed by applying the VERTCON shift value to
 FN0693.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FN0693
 FN0693.The Laplace correction was computed from DEFLEC99 derived deflections.
 FN0693
 FN0693.The geoid height was determined by GEOID03.
 FN0693
 FN0693;                    North         East     Units Scale Factor Converg.
 FN0693;SPC NM C     -   504,964.804   538,910.172   MT  0.99991865   +0 14 58.4
 FN0693;SPC NM C     - 1,656,705.36  1,768,074.46   sFT  0.99991865   +0 14 58.4
 FN0693;UTM  13      - 3,934,640.384   425,605.170   MT  0.99966820   -0 28 38.2
 FN0693
 FN0693!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FN0693!SPC NM C     -   0.99966665  x   0.99991865  =   0.99958532
 FN0693!UTM  13      -   0.99966665  x   0.99966820  =   0.99933496
 FN0693
 FN0693:                Primary Azimuth Mark                     Grid Az
 FN0693:SPC NM C     -  3510545014                               038 48 57.6
 FN0693:UTM  13      -  3510545014                               039 32 34.2
 FN0693
 FN0693|---------------------------------------------------------------------|
 FN0693| PID    Reference Object                     Distance      Geod. Az  |
 FN0693|                                                           dddmmss.s |
 FN0693| FN0692 3510545014                          APPROX. 1.0 KM 0390356.0 |
 FN0693|---------------------------------------------------------------------|
 FN0693
 FN0693                          SUPERSEDED SURVEY CONTROL
 FN0693
 FN0693  NAD 83(1986)-  35 33 09.47332(N)    105 49 14.95045(W) AD(       ) 2
 FN0693  NAD 27      -  35 33 09.34418(N)    105 49 12.88658(W) AD(       ) 2
 FN0693  NGVD 29 (07/19/86) 2141.8    (m)         7027.     (f) VERT ANG       
 FN0693
 FN0693.Superseded values are not recommended for survey control.
 FN0693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0693.See file dsdata.txt to determine how the superseded data were derived.
 FN0693
 FN0693_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV2560534640(NAD 83)
 FN0693_MARKER: DD = SURVEY DISK
 FN0693_SETTING: 0 = UNSPECIFIED SETTING
 FN0693_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FN0693
 FN0693  HISTORY     - Date     Condition        Report By
 FN0693  HISTORY     - 1977     MONUMENTED       NMHD
 FN0693
 FN0693                          STATION DESCRIPTION
 FN0693
 FN0693'DESCRIBED BY NM HIGHWAY DEPT 1977 (DGM)
 FN0693'THE STATION IS LOCATED IN SANTA FE COUNTY, ALONG INTERSTATE 25
 FN0693'AND IS 11.8 AIRMILES SE OF THE CITY OF SANTA FE, NEW MEXICO.
 FN0693'
 FN0693'TO REACH FROM THE SOUTH SANTA FE INTERCHANGE ON I-25
 FN0693'(EXIT 278B) GO NORTH ON I-25 16.5 MILES TO THE STATION ON THE RIGHT.
 FN0693'
 FN0693'THE STATION IS 53 FEET EAST OF THE CENTERLINE OF THE NORTH BOUND
 FN0693'LANE OF I-25, AND 9 FEET WEST OF THE R/W FENCELINE.  9 FEET WEST OF
 FN0693'A CLIFF.
 FN0693'
 FN0693'THE STATION IS AT MILEPOST 294.55.
 FN0693'
 FN0693'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 FN0693'DISK SET IN A CONCRETE POST PROJECTING ABOUT SIX INCHES ABOVE
 FN0693'THE GROUND AND STAMPED 3510545013, 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0692 ***********************************************************************
 FN0692  DESIGNATION -  3510545014
 FN0692  PID         -  FN0692
 FN0692  STATE/COUNTY-  NM/SANTA FE
 FN0692  USGS QUAD   -  GLORIETA (1993)
 FN0692
 FN0692                         *CURRENT SURVEY CONTROL
 FN0692  ___________________________________________________________________
 FN0692* NAD 83(1992)-  35 33 34.58112(N)    105 48 50.00409(W)     ADJUSTED  
 FN0692* NAVD 88     -      2156.3    (meters)    7074.     (feet)  VERTCON   
 FN0692  ___________________________________________________________________
 FN0692  LAPLACE CORR-           5.48  (seconds)                    DEFLEC99
 FN0692  GEOID HEIGHT-         -18.25  (meters)                     GEOID03
 FN0692
 FN0692  HORZ ORDER  -  SECOND
 FN0692
 FN0692.The horizontal coordinates were established by classical geodetic methods
 FN0692.and adjusted by the National Geodetic Survey in December 1993..
 FN0692
 FN0692.The NAVD 88 height was computed by applying the VERTCON shift value to
 FN0692.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FN0692
 FN0692.The Laplace correction was computed from DEFLEC99 derived deflections.
 FN0692
 FN0692.The geoid height was determined by GEOID03.
 FN0692
 FN0692;                    North         East     Units Scale Factor Converg.
 FN0692;SPC NM C     -   505,741.380   539,534.911   MT  0.99991925   +0 15 13.0
 FN0692;SPC NM C     - 1,659,253.18  1,770,124.12   sFT  0.99991925   +0 15 13.0
 FN0692;UTM  13      - 3,935,408.778   426,239.551   MT  0.99966704   -0 28 24.0
 FN0692
 FN0692!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FN0692!SPC NM C     -   0.99966454  x   0.99991925  =   0.99958381
 FN0692!UTM  13      -   0.99966454  x   0.99966704  =   0.99933169
 FN0692
 FN0692:                Primary Azimuth Mark                     Grid Az
 FN0692:SPC NM C     -  3510545015                               070 48 27.1
 FN0692:UTM  13      -  3510545015                               071 32 04.1
 FN0692
 FN0692|---------------------------------------------------------------------|
 FN0692| PID    Reference Object                     Distance      Geod. Az  |
 FN0692|                                                           dddmmss.s |
 FN0692| FN0691 3510545015                          APPROX. 1.0 KM 0710340.1 |
 FN0692|---------------------------------------------------------------------|
 FN0692
 FN0692                          SUPERSEDED SURVEY CONTROL
 FN0692
 FN0692  NAD 83(1986)-  35 33 34.58348(N)    105 48 50.00724(W) AD(       ) 2
 FN0692  NAD 27      -  35 33 34.45432(N)    105 48 47.94284(W) AD(       ) 2
 FN0692  NGVD 29 (07/19/86) 2155.2    (m)         7071.     (f) VERT ANG       
 FN0692
 FN0692.Superseded values are not recommended for survey control.
 FN0692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0692.See file dsdata.txt to determine how the superseded data were derived.
 FN0692
 FN0692_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV2624035409(NAD 83)
 FN0692_MARKER: DD = SURVEY DISK
 FN0692_SETTING: 0 = UNSPECIFIED SETTING
 FN0692_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FN0692
 FN0692  HISTORY     - Date     Condition        Report By
 FN0692  HISTORY     - 1977     MONUMENTED       NMHD
 FN0692
 FN0692                          STATION DESCRIPTION
 FN0692
 FN0692'DESCRIBED BY NM HIGHWAY DEPT 1977 (DGM)
 FN0692'THE STATION IS LOCATED IN SANTA FE COUNTY, ALONG INTERSTATE 25
 FN0692'AND IS 11.7 AIRMILES SE OF THE CITY OF SANTA FE, NEW MEXICO.
 FN0692'
 FN0692'TO REACH FROM THE SOUTH SANTA FE INTERCHANGE ON I-25
 FN0692'(EXIT 278B) GO NORTH ON I-25 17.1 MILES TO THE STATION ON
 FN0692'THE RIGHT.
 FN0692'
 FN0692'THE STATION IS 100 FEET WEST OF THE CENTERLINE OF THE SOUTH
 FN0692'BOUND LANE OF I-25, AND 19 FEET EAST OF THE R/W FENCELINE.  ON TOP
 FN0692'OF A SMALL CUT.
 FN0692'
 FN0692'THE STATION IS AT MILEPOST 295.2.
 FN0692'
 FN0692'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 FN0692'DISK SET IN A CONCRETE POST PROJECTING ABOUT SIX INCHES ABOVE
 FN0692'THE GROUND AND STAMPED 3510545014, 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0691 ***********************************************************************
 FN0691  DESIGNATION -  3510545015
 FN0691  PID         -  FN0691
 FN0691  STATE/COUNTY-  NM/SANTA FE
 FN0691  USGS QUAD   -  GLORIETA (1993)
 FN0691
 FN0691                         *CURRENT SURVEY CONTROL
 FN0691  ___________________________________________________________________
 FN0691* NAD 83(1992)-  35 33 44.79437(N)    105 48 13.57204(W)     ADJUSTED  
 FN0691* NAVD 88     -      2185.84   (+/-2cm)    7171.4    (feet)  VERTCON   
 FN0691  ___________________________________________________________________
 FN0691  LAPLACE CORR-           5.14  (seconds)                    DEFLEC99
 FN0691  GEOID HEIGHT-         -18.21  (meters)                     GEOID03
 FN0691
 FN0691  HORZ ORDER  -  SECOND
 FN0691  VERT ORDER  -  THIRD ? (See Below)
 FN0691
 FN0691.The horizontal coordinates were established by classical geodetic methods
 FN0691.and adjusted by the National Geodetic Survey in December 1993..
 FN0691
 FN0691.The NAVD 88 height was computed by applying the VERTCON shift value to
 FN0691.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FN0691.The vertical order pertains to the NGVD 29 superseded value.
 FN0691
 FN0691.The Laplace correction was computed from DEFLEC99 derived deflections.
 FN0691
 FN0691.The geoid height was determined by GEOID03.
 FN0691
 FN0691;                    North         East     Units Scale Factor Converg.
 FN0691;SPC NM C     -   506,060.229   540,450.906   MT  0.99992016   +0 15 34.3
 FN0691;SPC NM C     - 1,660,299.27  1,773,129.35   sFT  0.99992016   +0 15 34.3
 FN0691;UTM  13      - 3,935,715.901   427,159.285   MT  0.99966538   -0 28 02.9
 FN0691
 FN0691!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FN0691!SPC NM C     -   0.99965989  x   0.99992016  =   0.99958008
 FN0691!UTM  13      -   0.99965989  x   0.99966538  =   0.99932538
 FN0691
 FN0691:                Primary Azimuth Mark                     Grid Az
 FN0691:SPC NM C     -  3510545016                               025 58 06.6
 FN0691:UTM  13      -  3510545016                               026 41 43.8
 FN0691
 FN0691|---------------------------------------------------------------------|
 FN0691| PID    Reference Object                     Distance      Geod. Az  |
 FN0691|                                                           dddmmss.s |
 FN0691| FN0690 3510545016                          APPROX. 2.2 KM 0261340.9 |
 FN0691|---------------------------------------------------------------------|
 FN0691
 FN0691                          SUPERSEDED SURVEY CONTROL
 FN0691
 FN0691  NAD 83(1986)-  35 33 44.79668(N)    105 48 13.57510(W) AD(       ) 2
 FN0691  NAD 27      -  35 33 44.66678(N)    105 48 11.51104(W) AD(       ) 2
 FN0691  NGVD 29 (07/19/86) 2184.77   (m)         7167.9    (f) LEVELING    3  
 FN0691
 FN0691.Superseded values are not recommended for survey control.
 FN0691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0691.See file dsdata.txt to determine how the superseded data were derived.
 FN0691
 FN0691_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV2715935716(NAD 83)
 FN0691_MARKER: DD = SURVEY DISK
 FN0691_SETTING: 0 = UNSPECIFIED SETTING
 FN0691_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FN0691
 FN0691  HISTORY     - Date     Condition        Report By
 FN0691  HISTORY     - 1977     MONUMENTED       NMHD
 FN0691
 FN0691                          STATION DESCRIPTION
 FN0691
 FN0691'DESCRIBED BY NM HIGHWAY DEPT 1977 (DGM)
 FN0691'THE STATION IS LOCATED IN SANTA FE COUNTY, ALONG INTERSTATE 25
 FN0691'AND IS 12.1 AIR MILES SE OF THE CITY OF SANTA FE, NEW MEXICO.
 FN0691'
 FN0691'TO REACH FROM THE SOUTH SANTA FE INTERCHANGE ON I-25
 FN0691'(EXIT 278B) GO NORTH ON I-25 17.6 MILES TO A TRACK ROAD GOING
 FN0691'OFF TO THE RIGHT.
 FN0691'
 FN0691'GO THROUGH R/W FENCE GATE AND PROCEED 0.15 MILES ACROSS RAILROAD
 FN0691'TRACKS, AND FOLLOW TRACKS NORTHERLY FOR 0.15 MILES TO THE STATION
 FN0691'0.15 MILES TO THE STATION ON THE RIGHT IN A LARGE GROUP OF
 FN0691'SANDSTONE BOULDERS.
 FN0691'
 FN0691'THE STATION IS AT MILEPOST 295.8.
 FN0691'
 FN0691'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 FN0691'DISK SET IN A CONCRETE POST PROJECTING ABOUT SIX INCHES ABOVE
 FN0691'THE GROUND AND STAMPED 3150545015, 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0690 ***********************************************************************
 FN0690  DESIGNATION -  3510545016
 FN0690  PID         -  FN0690
 FN0690  STATE/COUNTY-  NM/SANTA FE
 FN0690  USGS QUAD   -  GLORIETA (1993)
 FN0690
 FN0690                         *CURRENT SURVEY CONTROL
 FN0690  ___________________________________________________________________
 FN0690* NAD 83(1992)-  35 34 48.02919(N)    105 47 35.43583(W)     ADJUSTED  
 FN0690* NAVD 88     -      2256.1    (meters)    7402.     (feet)  VERTCON   
 FN0690  ___________________________________________________________________
 FN0690  LAPLACE CORR-           4.31  (seconds)                    DEFLEC99
 FN0690  GEOID HEIGHT-         -18.09  (meters)                     GEOID03
 FN0690
 FN0690  HORZ ORDER  -  SECOND
 FN0690
 FN0690.The horizontal coordinates were established by classical geodetic methods
 FN0690.and adjusted by the National Geodetic Survey in December 1993..
 FN0690
 FN0690.The NAVD 88 height was computed by applying the VERTCON shift value to
 FN0690.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FN0690
 FN0690.The Laplace correction was computed from DEFLEC99 derived deflections.
 FN0690
 FN0690.The geoid height was determined by GEOID03.
 FN0690
 FN0690;                    North         East     Units Scale Factor Converg.
 FN0690;SPC NM C     -   508,013.336   541,402.169   MT  0.99992112   +0 15 56.9
 FN0690;SPC NM C     - 1,666,707.09  1,776,250.28   sFT  0.99992112   +0 15 56.9
 FN0690;UTM  13      - 3,937,656.282   428,135.009   MT  0.99966364   -0 27 41.5
 FN0690
 FN0690!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FN0690!SPC NM C     -   0.99964886  x   0.99992112  =   0.99957000
 FN0690!UTM  13      -   0.99964886  x   0.99966364  =   0.99931261
 FN0690
 FN0690:                Primary Azimuth Mark                     Grid Az
 FN0690:SPC NM C     -  3510545017                               049 29 06.4
 FN0690:UTM  13      -  3510545017                               050 12 44.8
 FN0690
 FN0690|---------------------------------------------------------------------|
 FN0690| PID    Reference Object                     Distance      Geod. Az  |
 FN0690|                                                           dddmmss.s |
 FN0690| FN0689 3510545017                          APPROX. 0.5 KM 0494503.3 |
 FN0690|---------------------------------------------------------------------|
 FN0690
 FN0690                          SUPERSEDED SURVEY CONTROL
 FN0690
 FN0690  NAD 83(1986)-  35 34 48.03156(N)    105 47 35.43868(W) AD(       ) 2
 FN0690  NAD 27      -  35 34 47.90241(N)    105 47 33.37259(W) AD(       ) 2
 FN0690  NGVD 29 (07/19/86) 2255.0    (m)         7398.     (f) VERT ANG       
 FN0690
 FN0690.Superseded values are not recommended for survey control.
 FN0690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0690.See file dsdata.txt to determine how the superseded data were derived.
 FN0690
 FN0690_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV2813537656(NAD 83)
 FN0690_MARKER: DD = SURVEY DISK
 FN0690_SETTING: 0 = UNSPECIFIED SETTING
 FN0690_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FN0690
 FN0690  HISTORY     - Date     Condition        Report By
 FN0690  HISTORY     - 1977     MONUMENTED       NMHD
 FN0690
 FN0690                          STATION DESCRIPTION
 FN0690
 FN0690'DESCRIBED BY NM HIGHWAY DEPT 1977 (DGM)
 FN0690'THE STATION IS LOCATED IN SANTA FE COUNTY, ALONG INTERSTATE 25 AND
 FN0690'IS 11.9 AIR MILES ESE OF THE CITY OF SANTA FE, NEW MEXICO.
 FN0690'
 FN0690'TO REACH FROM THE SOUTH SANTA FE INTERCHANGE ON I-25
 FN0690'(EXIT 278B) GO NORTH ON I-25 19.0 MILES TO THE STATION ON THE LEFT.
 FN0690'
 FN0690'THE STATION IS 60 FEET WEST OF THE CENTERLINE OF THE SOUTH
 FN0690'BOUND LANE OF I-25, AND 88 FEET EAST OF THE CENTERLINE OF THE
 FN0690'VALENCIA OFF RAMP.
 FN0690'
 FN0690'THE STATION IS AT MILEPOST 297.15.
 FN0690'
 FN0690'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY
 FN0690'COMMISSION DISK SET IN A CONCRETE POST PROJECTING ABOUT
 FN0690'SIX INCHES ABOVE THE GROUND AND STAMPED 3510545016, 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0689 ***********************************************************************
 FN0689  DESIGNATION -  3510545017
 FN0689  PID         -  FN0689
 FN0689  STATE/COUNTY-  NM/SANTA FE
 FN0689  USGS QUAD   -  GLORIETA (1993)
 FN0689
 FN0689                         *CURRENT SURVEY CONTROL
 FN0689  ___________________________________________________________________
 FN0689* NAD 83(1992)-  35 34 59.29317(N)    105 47 19.14695(W)     ADJUSTED  
 FN0689* NAVD 88     -      2269.5    (meters)    7446.     (feet)  VERTCON   
 FN0689  ___________________________________________________________________
 FN0689  LAPLACE CORR-           4.02  (seconds)                    DEFLEC99
 FN0689  GEOID HEIGHT-         -18.07  (meters)                     GEOID03
 FN0689
 FN0689  HORZ ORDER  -  SECOND
 FN0689
 FN0689.The horizontal coordinates were established by classical geodetic methods
 FN0689.and adjusted by the National Geodetic Survey in December 1993..
 FN0689
 FN0689.The NAVD 88 height was computed by applying the VERTCON shift value to
 FN0689.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FN0689
 FN0689.The Laplace correction was computed from DEFLEC99 derived deflections.
 FN0689
 FN0689.The geoid height was determined by GEOID03.
 FN0689
 FN0689;                    North         East     Units Scale Factor Converg.
 FN0689;SPC NM C     -   508,362.371   541,810.621   MT  0.99992154   +0 16 06.4
 FN0689;SPC NM C     - 1,667,852.21  1,777,590.35   sFT  0.99992154   +0 16 06.4
 FN0689;UTM  13      - 3,938,000.014   428,547.752   MT  0.99966291   -0 27 32.1
 FN0689
 FN0689!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FN0689!SPC NM C     -   0.99964675  x   0.99992154  =   0.99956832
 FN0689!UTM  13      -   0.99964675  x   0.99966291  =   0.99930978
 FN0689
 FN0689:                Primary Azimuth Mark                     Grid Az
 FN0689:SPC NM C     -  3510545018                               041 39 49.8
 FN0689:UTM  13      -  3510545018                               042 23 28.3
 FN0689
 FN0689|---------------------------------------------------------------------|
 FN0689| PID    Reference Object                     Distance      Geod. Az  |
 FN0689|                                                           dddmmss.s |
 FN0689| FN0688 3510545018                          APPROX. 1.3 KM 0415556.2 |
 FN0689| FN0690 3510545016                          APPROX. 0.5 KM 2294512.8 |
 FN0689|---------------------------------------------------------------------|
 FN0689
 FN0689                          SUPERSEDED SURVEY CONTROL
 FN0689
 FN0689  NAD 83(1986)-  35 34 59.29556(N)    105 47 19.14974(W) AD(       ) 2
 FN0689  NAD 27      -  35 34 59.16629(N)    105 47 17.08363(W) AD(       ) 2
 FN0689  NGVD 29 (07/19/86) 2268.4    (m)         7442.     (f) VERT ANG       
 FN0689
 FN0689.Superseded values are not recommended for survey control.
 FN0689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0689.See file dsdata.txt to determine how the superseded data were derived.
 FN0689
 FN0689_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV2854838000(NAD 83)
 FN0689_MARKER: DD = SURVEY DISK
 FN0689_SETTING: 0 = UNSPECIFIED SETTING
 FN0689_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FN0689
 FN0689  HISTORY     - Date     Condition        Report By
 FN0689  HISTORY     - 1977     MONUMENTED       NMHD
 FN0689
 FN0689                          STATION DESCRIPTION
 FN0689
 FN0689'DESCRIBED BY NM HIGHWAY DEPT 1977 (DGM)
 FN0689'THE STATION IS LOCATED IN SANTA FE COUNTY, ALONG INTERSTATE 25 AND
 FN0689'IS 12.0 AIR MILES ESE OF THE CITY OF SANTA FE, NEW MEXICO.
 FN0689'
 FN0689'TO REACH FROM THE SOUTH SANTA FE INTERCHANGE ON I-25 (EXIT 278B) GO
 FN0689'NORTH ON I-25 19.3 MILES TO THE STATION ON THE RIGHT.
 FN0689'
 FN0689'THE STATION IS 49 FEET EAST OF THE CENTERLINE OF THE NORTH
 FN0689'BOUND LANE OF I-25, AND 72 FEET WEST OF THE R/W FENCELINE.
 FN0689'
 FN0689'THE STATION IS AT MILEPOST 297.45.
 FN0689'
 FN0689'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY
 FN0689'COMMISSION DISK SET IN A CONCRETE POST PROJECTING ABOUT
 FN0689'SIX INCHES ABOVE THE GROUND AND STAMPED 3510545017, 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0688 ***********************************************************************
 FN0688  DESIGNATION -  3510545018
 FN0688  PID         -  FN0688
 FN0688  STATE/COUNTY-  NM/SANTA FE
 FN0688  USGS QUAD   -  GLORIETA (1993)
 FN0688
 FN0688                         *CURRENT SURVEY CONTROL
 FN0688  ___________________________________________________________________
 FN0688* NAD 83(1992)-  35 35 30.07889(N)    105 46 45.28969(W)     ADJUSTED  
 FN0688* NAVD 88     -      2297.7    (meters)    7538.     (feet)  VERTCON   
 FN0688  ___________________________________________________________________
 FN0688  LAPLACE CORR-           3.65  (seconds)                    DEFLEC99
 FN0688  GEOID HEIGHT-         -18.00  (meters)                     GEOID03
 FN0688
 FN0688  HORZ ORDER  -  SECOND
 FN0688
 FN0688.The horizontal coordinates were established by classical geodetic methods
 FN0688.and adjusted by the National Geodetic Survey in December 1993..
 FN0688
 FN0688.The NAVD 88 height was computed by applying the VERTCON shift value to
 FN0688.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FN0688
 FN0688.The Laplace correction was computed from DEFLEC99 derived deflections.
 FN0688
 FN0688.The geoid height was determined by GEOID03.
 FN0688
 FN0688;                    North         East     Units Scale Factor Converg.
 FN0688;SPC NM C     -   509,315.131   542,658.420   MT  0.99992242   +0 16 26.3
 FN0688;SPC NM C     - 1,670,978.06  1,780,371.83   sFT  0.99992242   +0 16 26.3
 FN0688;UTM  13      - 3,938,941.689   429,407.355   MT  0.99966141   -0 27 12.8
 FN0688
 FN0688!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FN0688!SPC NM C     -   0.99964232  x   0.99992242  =   0.99956477
 FN0688!UTM  13      -   0.99964232  x   0.99966141  =   0.99930385
 FN0688
 FN0688|---------------------------------------------------------------------|
 FN0688| PID    Reference Object                     Distance      Geod. Az  |
 FN0688|                                                           dddmmss.s |
 FN0688| FN0687 3510545019                          361.573 METERS 10357     |
 FN0688|---------------------------------------------------------------------|
 FN0688
 FN0688                          SUPERSEDED SURVEY CONTROL
 FN0688
 FN0688  NAD 83(1986)-  35 35 30.08132(N)    105 46 45.29244(W) AD(       ) 2
 FN0688  NAD 27      -  35 35 29.95227(N)    105 46 43.22613(W) AD(       ) 2
 FN0688  NGVD 29 (07/19/86) 2296.6    (m)         7535.     (f) VERT ANG       
 FN0688
 FN0688.Superseded values are not recommended for survey control.
 FN0688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0688.See file dsdata.txt to determine how the superseded data were derived.
 FN0688
 FN0688_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV2940738942(NAD 83)
 FN0688_MARKER: DD = SURVEY DISK
 FN0688_SETTING: 0 = UNSPECIFIED SETTING
 FN0688_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FN0688
 FN0688  HISTORY     - Date     Condition        Report By
 FN0688  HISTORY     - 1977     MONUMENTED       NMHD
 FN0688
 FN0688                          STATION DESCRIPTION
 FN0688
 FN0688'DESCRIBED BY NM HIGHWAY DEPT 1977 (DGM)
 FN0688'THE STATION IS LOCATED IN SANTA FE COUNTY, ALONG INTERSTATE 25
 FN0688'AND IS 12.2 AIR MILES ESE OF THE CITY OF SANTA FE, NEW MEXICO.
 FN0688'
 FN0688'TO REACH FROM THE SOUTH SANTA FE INTERCHANGE ON I-25 (EXIT 278B)
 FN0688'GO NORTH ON I-25 20.1 MILES TO THE STATION ON THE LEFT.
 FN0688'
 FN0688'THE STATION IS 56 FEET WEST OF THE CENTERLINE OF THE SOUTH BOUND
 FN0688'OF I-25, AND 63 FEET EAST OF THE R/W FENCELINE.
 FN0688'
 FN0688'THE STATION IS AT MILEPOST 298.3.
 FN0688'
 FN0688'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 FN0688'DISK SET IN A CONCRETE POST PROJECTING ABOUT SIX INCHES
 FN0688'ABOVE THE GROUND AND STAMPED 3510545018, 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0687 ***********************************************************************
 FN0687  DESIGNATION -  3510545019
 FN0687  PID         -  FN0687
 FN0687  STATE/COUNTY-  NM/SANTA FE
 FN0687  USGS QUAD   -  GLORIETA (1993)
 FN0687
 FN0687                         *CURRENT SURVEY CONTROL
 FN0687  ___________________________________________________________________
 FN0687* NAD 83(1992)-  35 35 27.24928(N)    105 46 31.35080(W)     ADJUSTED  
 FN0687* NAVD 88     -      2298.6    (meters)    7541.     (feet)  VERTCON   
 FN0687  ___________________________________________________________________
 FN0687  LAPLACE CORR-           3.31  (seconds)                    DEFLEC99
 FN0687  GEOID HEIGHT-         -17.99  (meters)                     GEOID03
 FN0687
 FN0687  HORZ ORDER  -  SECOND
 FN0687
 FN0687.The horizontal coordinates were established by classical geodetic methods
 FN0687.and adjusted by the National Geodetic Survey in December 1993..
 FN0687
 FN0687.The NAVD 88 height was computed by applying the VERTCON shift value to
 FN0687.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FN0687
 FN0687.The Laplace correction was computed from DEFLEC99 derived deflections.
 FN0687
 FN0687.The geoid height was determined by GEOID03.
 FN0687
 FN0687;                    North         East     Units Scale Factor Converg.
 FN0687;SPC NM C     -   509,229.615   543,009.706   MT  0.99992279   +0 16 34.4
 FN0687;SPC NM C     - 1,670,697.50  1,781,524.34   sFT  0.99992279   +0 16 34.4
 FN0687;UTM  13      - 3,938,851.744   429,757.435   MT  0.99966080   -0 27 04.6
 FN0687
 FN0687!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FN0687!SPC NM C     -   0.99964218  x   0.99992279  =   0.99956499
 FN0687!UTM  13      -   0.99964218  x   0.99966080  =   0.99930310
 FN0687
 FN0687:                Primary Azimuth Mark                     Grid Az
 FN0687:SPC NM C     -  3510545020                               127 19 25.8
 FN0687:UTM  13      -  3510545020                               128 03 04.8
 FN0687
 FN0687|---------------------------------------------------------------------|
 FN0687| PID    Reference Object                     Distance      Geod. Az  |
 FN0687|                                                           dddmmss.s |
 FN0687| FN0686 3510545020                          462.968 METERS 1273600.2 |
 FN0687| FN0688 3510545018                          361.573 METERS 28357     |
 FN0687|---------------------------------------------------------------------|
 FN0687
 FN0687                          SUPERSEDED SURVEY CONTROL
 FN0687
 FN0687  NAD 83(1986)-  35 35 27.25173(N)    105 46 31.35356(W) AD(       ) 2
 FN0687  NAD 27      -  35 35 27.12238(N)    105 46 29.28760(W) AD(       ) 2
 FN0687  NGVD 29 (07/19/86) 2297.5    (m)         7538.     (f) VERT ANG       
 FN0687
 FN0687.Superseded values are not recommended for survey control.
 FN0687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0687.See file dsdata.txt to determine how the superseded data were derived.
 FN0687
 FN0687_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV2975738852(NAD 83)
 FN0687_MARKER: DD = SURVEY DISK
 FN0687_SETTING: 0 = UNSPECIFIED SETTING
 FN0687_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FN0687
 FN0687  HISTORY     - Date     Condition        Report By
 FN0687  HISTORY     - 1977     MONUMENTED       NMHD
 FN0687
 FN0687                          STATION DESCRIPTION
 FN0687
 FN0687'DESCRIBED BY NM HIGHWAY DEPT 1977 (DGM)
 FN0687'THE STATION IS LOCATED IN SANTA FE COUNTY, ALONG INTERSTATE 25
 FN0687'AND IS 12.4 AIR MILES ESE OF THE CITY OF SANTA FE, NEW MEXICO.
 FN0687'
 FN0687'TO REACH FROM THE SOUTH SANTA FE INTERCHANGE ON I-25 (EXIT 278B)
 FN0687'GO NORTH ON I-25 20.3 MILES TO THE STATION ON THE LEFT.
 FN0687'
 FN0687'THE STATION IS 28 FEET WEST OF THE CENTERLINE OF THE SOUTH BOUND
 FN0687'LANE OF I-25, AND 96 FEET EAST OF THE R/W FENCELINE.
 FN0687'
 FN0687'THE STATION IS AT MILEPOST 298.5.
 FN0687'
 FN0687'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 FN0687'DISK SET IN A CONCRETE POST PROJECTING ABOUT SIX INCHES ABOVE
 FN0687'THE GROUND AND STAMPED 3510545019, 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0686 ***********************************************************************
 FN0686  DESIGNATION -  3510545020
 FN0686  PID         -  FN0686
 FN0686  STATE/COUNTY-  NM/SANTA FE
 FN0686  USGS QUAD   -  GLORIETA (1993)
 FN0686
 FN0686                         *CURRENT SURVEY CONTROL
 FN0686  ___________________________________________________________________
 FN0686* NAD 83(1992)-  35 35 18.08358(N)    105 46 16.78061(W)     ADJUSTED  
 FN0686* NAVD 88     -      2281.33   (+/-2cm)    7484.7    (feet)  VERTCON   
 FN0686  ___________________________________________________________________
 FN0686  LAPLACE CORR-           3.00  (seconds)                    DEFLEC99
 FN0686  GEOID HEIGHT-         -17.99  (meters)                     GEOID03
 FN0686
 FN0686  HORZ ORDER  -  SECOND
 FN0686  VERT ORDER  -  THIRD ? (See Below)
 FN0686
 FN0686.The horizontal coordinates were established by classical geodetic methods
 FN0686.and adjusted by the National Geodetic Survey in December 1993..
 FN0686
 FN0686.The NAVD 88 height was computed by applying the VERTCON shift value to
 FN0686.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FN0686.The vertical order pertains to the NGVD 29 superseded value.
 FN0686
 FN0686.The Laplace correction was computed from DEFLEC99 derived deflections.
 FN0686
 FN0686.The geoid height was determined by GEOID03.
 FN0686
 FN0686;                    North         East     Units Scale Factor Converg.
 FN0686;SPC NM C     -   508,948.931   543,377.839   MT  0.99992318   +0 16 42.9
 FN0686;SPC NM C     - 1,669,776.62  1,782,732.13   sFT  0.99992318   +0 16 42.9
 FN0686;UTM  13      - 3,938,566.483   430,121.880   MT  0.99966017   -0 26 56.0
 FN0686
 FN0686!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FN0686!SPC NM C     -   0.99964488  x   0.99992318  =   0.99956809
 FN0686!UTM  13      -   0.99964488  x   0.99966017  =   0.99930517
 FN0686
 FN0686:                Primary Azimuth Mark                     Grid Az
 FN0686:SPC NM C     -  3510545021                               149 53 21.6
 FN0686:UTM  13      -  3510545021                               150 37 00.5
 FN0686
 FN0686|---------------------------------------------------------------------|
 FN0686| PID    Reference Object                     Distance      Geod. Az  |
 FN0686|                                                           dddmmss.s |
 FN0686| FN0685 3510545021                          APPROX. 2.5 KM 1501004.5 |
 FN0686| FN0687 3510545019                          462.968 METERS 3073608.7 |
 FN0686|---------------------------------------------------------------------|
 FN0686
 FN0686                          SUPERSEDED SURVEY CONTROL
 FN0686
 FN0686  NAD 83(1986)-  35 35 18.08606(N)    105 46 16.78336(W) AD(       ) 2
 FN0686  NAD 27      -  35 35 17.95622(N)    105 46 14.71787(W) AD(       ) 2
 FN0686  NGVD 29 (07/19/86) 2280.27   (m)         7481.2    (f) LEVELING    3  
 FN0686
 FN0686.Superseded values are not recommended for survey control.
 FN0686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0686.See file dsdata.txt to determine how the superseded data were derived.
 FN0686
 FN0686_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV3012238566(NAD 83)
 FN0686_MARKER: DD = SURVEY DISK
 FN0686_SETTING: 0 = UNSPECIFIED SETTING
 FN0686_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FN0686
 FN0686  HISTORY     - Date     Condition        Report By
 FN0686  HISTORY     - 1977     MONUMENTED       NMHD
 FN0686
 FN0686                          STATION DESCRIPTION
 FN0686
 FN0686'DESCRIBED BY NM HIGHWAY DEPT 1977 (DGM)
 FN0686'THE STATION IS LOCATED IN SANTA FE COUNTY, ALONG INTERSTATE 25
 FN0686'AND IS 12.7 AIR MILES ESE OF THE CITY OF SANTA FE, NEW MEXICO.
 FN0686'
 FN0686'TO REACH FROM THE SOUTH SANTA FE INTERCHANGE ON I-25 (EXIT 278B)
 FN0686'GO NORTH ON I-25 21.0 MILES TO THE STATION ON THE LEFT.
 FN0686'
 FN0686'THE STATION IS 34 FEET WEST OF THE CENTERLINE OF THE SOUTH
 FN0686'BOUND LANE OF I-25, AND 3 FEET EAST OF THE R/W FENCELINE.
 FN0686'
 FN0686'THE STATION IS AT MILEPOST 298.75.
 FN0686'
 FN0686'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 FN0686'DISK SET IN A CONCRETE POST PROJECTING ABOUT SIX INCHES ABOVE THE
 FN0686'GROUND AND STAMPED 3510545020, 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0685 ***********************************************************************
 FN0685  DESIGNATION -  3510545021
 FN0685  PID         -  FN0685
 FN0685  STATE/COUNTY-  NM/SANTA FE
 FN0685  USGS QUAD   -  GLORIETA (1993)
 FN0685
 FN0685                         *CURRENT SURVEY CONTROL
 FN0685  ___________________________________________________________________
 FN0685* NAD 83(1992)-  35 34 07.01493(N)    105 45 26.90255(W)     ADJUSTED  
 FN0685* NAVD 88     -      2234.8    (meters)    7332.     (feet)  VERTCON   
 FN0685  ___________________________________________________________________
 FN0685  LAPLACE CORR-           1.95  (seconds)                    DEFLEC99
 FN0685  GEOID HEIGHT-         -18.07  (meters)                     GEOID03
 FN0685
 FN0685  HORZ ORDER  -  SECOND
 FN0685
 FN0685.The horizontal coordinates were established by classical geodetic methods
 FN0685.and adjusted by the National Geodetic Survey in December 1993..
 FN0685
 FN0685.The NAVD 88 height was computed by applying the VERTCON shift value to
 FN0685.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FN0685
 FN0685.The Laplace correction was computed from DEFLEC99 derived deflections.
 FN0685
 FN0685.The geoid height was determined by GEOID03.
 FN0685
 FN0685;                    North         East     Units Scale Factor Converg.
 FN0685;SPC NM C     -   506,764.996   544,644.361   MT  0.99992455   +0 17 11.4
 FN0685;SPC NM C     - 1,662,611.49  1,786,887.37   sFT  0.99992455   +0 17 11.4
 FN0685;UTM  13      - 3,936,367.230   431,360.250   MT  0.99965806   -0 26 26.2
 FN0685
 FN0685!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FN0685!SPC NM C     -   0.99965218  x   0.99992455  =   0.99957676
 FN0685!UTM  13      -   0.99965218  x   0.99965806  =   0.99931036
 FN0685
 FN0685:                Primary Azimuth Mark                     Grid Az
 FN0685:SPC NM C     -  3510545022                               144 57 58.9
 FN0685:UTM  13      -  3510545022                               145 41 36.5
 FN0685
 FN0685|---------------------------------------------------------------------|
 FN0685| PID    Reference Object                     Distance      Geod. Az  |
 FN0685|                                                           dddmmss.s |
 FN0685| FN0684 3510545022                          APPROX. 1.1 KM 1451510.3 |
 FN0685|---------------------------------------------------------------------|
 FN0685
 FN0685                          SUPERSEDED SURVEY CONTROL
 FN0685
 FN0685  NAD 83(1986)-  35 34 07.01744(N)    105 45 26.90510(W) AD(       ) 2
 FN0685  NAD 27      -  35 34 06.88470(N)    105 45 24.84148(W) AD(       ) 2
 FN0685  NGVD 29 (07/19/86) 2233.8    (m)         7329.     (f) VERT ANG       
 FN0685
 FN0685.Superseded values are not recommended for survey control.
 FN0685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0685.See file dsdata.txt to determine how the superseded data were derived.
 FN0685
 FN0685_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV3136036367(NAD 83)
 FN0685_MARKER: DD = SURVEY DISK
 FN0685_SETTING: 0 = UNSPECIFIED SETTING
 FN0685_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FN0685
 FN0685  HISTORY     - Date     Condition        Report By
 FN0685  HISTORY     - 1977     MONUMENTED       NMHD
 FN0685
 FN0685                          STATION DESCRIPTION
 FN0685
 FN0685'DESCRIBED BY NM HIGHWAY DEPT 1977 (DGM)
 FN0685'THE STATION IS LOCATED IN SANTA FE COUNTY, ALONG INTERSTATE 25
 FN0685'AND IS 14.0 AIRMILES ESE OF THE CITY OF SANTA FE, NEW MEXICO.
 FN0685'
 FN0685'TO REACH FROM THE SOUTH SANTA FE INTERCHANGE ON I-25 (EXIT 278B)
 FN0685'GO NORTH ON I-25 22.55 MILES TO THE STATION ON THE RIGHT.
 FN0685'
 FN0685'THE STATION IS 100 FEET EAST OF THE CENTERLINE OF THE NORTH
 FN0685'BOUND LANE OF I-25, AND 22 FEET WEST OF THE R/W FENCELINE.
 FN0685'
 FN0685'THE STATION IS AT MILEPOST 300.35.
 FN0685'
 FN0685'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 FN0685'DISK SET IN A CONCRETE POST PROJECTING ABOUT SIX INCHES ABOVE
 FN0685'THE GROUND AND STAMPED 3510545021, 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0684 ***********************************************************************
 FN0684  DESIGNATION -  3510545022
 FN0684  PID         -  FN0684
 FN0684  STATE/COUNTY-  NM/SANTA FE
 FN0684  USGS QUAD   -  GLORIETA (1993)
 FN0684
 FN0684                         *CURRENT SURVEY CONTROL
 FN0684  ___________________________________________________________________
 FN0684* NAD 83(1992)-  35 33 38.89547(N)    105 45 03.03277(W)     ADJUSTED  
 FN0684* NAVD 88     -      2206.7    (meters)    7240.     (feet)  VERTCON   
 FN0684  ___________________________________________________________________
 FN0684  LAPLACE CORR-           1.57  (seconds)                    DEFLEC99
 FN0684  GEOID HEIGHT-         -18.09  (meters)                     GEOID03
 FN0684
 FN0684  HORZ ORDER  -  SECOND
 FN0684
 FN0684.The horizontal coordinates were established by classical geodetic methods
 FN0684.and adjusted by the National Geodetic Survey in December 1993..
 FN0684
 FN0684.The NAVD 88 height was computed by applying the VERTCON shift value to
 FN0684.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FN0684
 FN0684.The Laplace correction was computed from DEFLEC99 derived deflections.
 FN0684
 FN0684.The geoid height was determined by GEOID03.
 FN0684
 FN0684;                    North         East     Units Scale Factor Converg.
 FN0684;SPC NM C     -   505,901.464   545,249.768   MT  0.99992522   +0 17 25.1
 FN0684;SPC NM C     - 1,659,778.39  1,788,873.61   sFT  0.99992522   +0 17 25.1
 FN0684;UTM  13      - 3,935,496.318   431,954.492   MT  0.99965706   -0 26 12.1
 FN0684
 FN0684!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FN0684!SPC NM C     -   0.99965659  x   0.99992522  =   0.99958184
 FN0684!UTM  13      -   0.99965659  x   0.99965706  =   0.99931377
 FN0684
 FN0684:                Primary Azimuth Mark                     Grid Az
 FN0684:SPC NM C     -  3510545023                               110 12 18.5
 FN0684:UTM  13      -  3510545023                               110 55 55.7
 FN0684
 FN0684|---------------------------------------------------------------------|
 FN0684| PID    Reference Object                     Distance      Geod. Az  |
 FN0684|                                                           dddmmss.s |
 FN0684| FN0679 3510545023                          APPROX. 0.9 KM 1102943.6 |
 FN0684|---------------------------------------------------------------------|
 FN0684
 FN0684                          SUPERSEDED SURVEY CONTROL
 FN0684
 FN0684  NAD 83(1986)-  35 33 38.89799(N)    105 45 03.03523(W) AD(       ) 2
 FN0684  NAD 27      -  35 33 38.76418(N)    105 45 00.97261(W) AD(       ) 2
 FN0684  NGVD 29 (07/19/86) 2205.7    (m)         7237.     (f) VERT ANG       
 FN0684
 FN0684.Superseded values are not recommended for survey control.
 FN0684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0684.See file dsdata.txt to determine how the superseded data were derived.
 FN0684
 FN0684_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV3195435496(NAD 83)
 FN0684_MARKER: DD = SURVEY DISK
 FN0684_SETTING: 0 = UNSPECIFIED SETTING
 FN0684_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FN0684
 FN0684  HISTORY     - Date     Condition        Report By
 FN0684  HISTORY     - 1977     MONUMENTED       NMHD
 FN0684
 FN0684                          STATION DESCRIPTION
 FN0684
 FN0684'DESCRIBED BY NM HIGHWAY DEPT 1977 (DGM)
 FN0684'THE STATION IS LOCATED IN SANTA FE COUNTY, ALONG INTERSTATE 25
 FN0684'AND IS 14.6 AIR MILES ESE OF THE CITY OF SANTA FE, NEW MEXICO.
 FN0684'
 FN0684'TO REACH FROM THE SOUTH SANTA FE INTERCHANGE ON I-25 (EXIT 278B)
 FN0684'GO NORTH ON I-25 23.2 MILES TO THE STATION ON THE RIGHT.
 FN0684'
 FN0684'THE STATION IS 46 FEET EAST OF THE CENTERLINE OF THE NORTH BOUND
 FN0684'LANE OF I-25, AND 4 FEET WEST OF THE R/W FENCELINE.
 FN0684'
 FN0684'THE STATION IS AT MILEPOST 301.0
 FN0684'
 FN0684'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 FN0684'DISK SET IN A CONCRETE POST PROJECTING ABOUT SIX INCHES ABOVE
 FN0684'THE GROUND AND STAMPED 3510545022, 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0679 ***********************************************************************
 FN0679  DESIGNATION -  3510545023
 FN0679  PID         -  FN0679
 FN0679  STATE/COUNTY-  NM/SANTA FE
 FN0679  USGS QUAD   -  PECOS (1961)
 FN0679
 FN0679                         *CURRENT SURVEY CONTROL
 FN0679  ___________________________________________________________________
 FN0679* NAD 83(1992)-  35 33 28.68182(N)    105 44 29.59875(W)     ADJUSTED  
 FN0679* NAVD 88     -      2201.6    (meters)    7223.     (feet)  VERTCON   
 FN0679  ___________________________________________________________________
 FN0679  LAPLACE CORR-           1.26  (seconds)                    DEFLEC99
 FN0679  GEOID HEIGHT-         -18.10  (meters)                     GEOID03
 FN0679
 FN0679  HORZ ORDER  -  SECOND
 FN0679
 FN0679.The horizontal coordinates were established by classical geodetic methods
 FN0679.and adjusted by the National Geodetic Survey in December 1993..
 FN0679
 FN0679.The NAVD 88 height was computed by applying the VERTCON shift value to
 FN0679.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FN0679
 FN0679.The Laplace correction was computed from DEFLEC99 derived deflections.
 FN0679
 FN0679.The geoid height was determined by GEOID03.
 FN0679
 FN0679;                    North         East     Units Scale Factor Converg.
 FN0679;SPC NM C     -   505,591.015   546,093.308   MT  0.99992617   +0 17 44.4
 FN0679;SPC NM C     - 1,658,759.86  1,791,641.13   sFT  0.99992617   +0 17 44.4
 FN0679;UTM  13      - 3,935,175.279   432,793.799   MT  0.99965566   -0 25 52.5
 FN0679
 FN0679!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FN0679!SPC NM C     -   0.99965740  x   0.99992617  =   0.99958359
 FN0679!UTM  13      -   0.99965740  x   0.99965566  =   0.99931317
 FN0679
 FN0679:                Primary Azimuth Mark                     Grid Az
 FN0679:SPC NM C     -  3510545024                               116 07 06.7
 FN0679:UTM  13      -  3510545024                               116 50 43.6
 FN0679
 FN0679|---------------------------------------------------------------------|
 FN0679| PID    Reference Object                     Distance      Geod. Az  |
 FN0679|                                                           dddmmss.s |
 FN0679| FN0678 3510545024                          APPROX. 1.0 KM 1162451.1 |
 FN0679|---------------------------------------------------------------------|
 FN0679
 FN0679                          SUPERSEDED SURVEY CONTROL
 FN0679
 FN0679  NAD 83(1986)-  35 33 28.68440(N)    105 44 29.60118(W) AD(       ) 2
 FN0679  NAD 27      -  35 33 28.54993(N)    105 44 27.53953(W) AD(       ) 2
 FN0679  NGVD 29 (07/19/86) 2200.6    (m)         7220.     (f) VERT ANG       
 FN0679
 FN0679.Superseded values are not recommended for survey control.
 FN0679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0679.See file dsdata.txt to determine how the superseded data were derived.
 FN0679
 FN0679_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV3279435175(NAD 83)
 FN0679_MARKER: DD = SURVEY DISK
 FN0679_SETTING: 0 = UNSPECIFIED SETTING
 FN0679_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FN0679
 FN0679  HISTORY     - Date     Condition        Report By
 FN0679  HISTORY     - 1977     MONUMENTED       NMHD
 FN0679
 FN0679                          STATION DESCRIPTION
 FN0679
 FN0679'DESCRIBED BY NM HIGHWAY DEPT 1977 (DGM)
 FN0679'THE STATION IS LOCATED IN SANTA FE COUNTY, ALONG INTERSTATE 25
 FN0679'AND IS 15.1 AIR MILES ESE OF THE CITY OF SANTA FE, NEW MEXICO.
 FN0679'
 FN0679'TO REACH FROM THE SOUTH SANTA FE INTERCHANGE ON I-25 (EXIT 278B)
 FN0679'GO NORTH ON I-25 23.8 MILES TO THE STATION ON THE RIGHT.
 FN0679'
 FN0679'THE STATION IS 83 FEET EAST OF THE CENTERLINE OF THE NORTH
 FN0679'BOUND LANE OF I-25, AND 17 FEET WEST OF THE R/W FENCELINE.
 FN0679'
 FN0679'THE STATION IS AT MILEPOST 301.7
 FN0679'
 FN0679'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 FN0679'DISK SET IN A CONCRETE POST PROJECTING ABOUT SIX INCHES ABOVE
 FN0679'THE GROUND AND STAMPED 3510545023, 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0678 ***********************************************************************
 FN0678  DESIGNATION -  3510545024
 FN0678  PID         -  FN0678
 FN0678  STATE/COUNTY-  NM/SANTA FE
 FN0678  USGS QUAD   -  PECOS (1961)
 FN0678
 FN0678                         *CURRENT SURVEY CONTROL
 FN0678  ___________________________________________________________________
 FN0678* NAD 83(1992)-  35 33 13.92431(N)    105 43 53.24618(W)     ADJUSTED  
 FN0678* NAVD 88     -      2188.2    (meters)    7179.     (feet)  VERTCON   
 FN0678  ___________________________________________________________________
 FN0678  LAPLACE CORR-           1.02  (seconds)                    DEFLEC99
 FN0678  GEOID HEIGHT-         -18.11  (meters)                     GEOID03
 FN0678
 FN0678  HORZ ORDER  -  SECOND
 FN0678
 FN0678.The horizontal coordinates were established by classical geodetic methods
 FN0678.and adjusted by the National Geodetic Survey in December 1993..
 FN0678
 FN0678.The NAVD 88 height was computed by applying the VERTCON shift value to
 FN0678.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FN0678
 FN0678.The Laplace correction was computed from DEFLEC99 derived deflections.
 FN0678
 FN0678.The geoid height was determined by GEOID03.
 FN0678
 FN0678;                    North         East     Units Scale Factor Converg.
 FN0678;SPC NM C     -   505,141.005   547,011.143   MT  0.99992723   +0 18 05.5
 FN0678;SPC NM C     - 1,657,283.45  1,794,652.39   sFT  0.99992723   +0 18 05.5
 FN0678;UTM  13      - 3,934,713.786   433,705.603   MT  0.99965416   -0 25 31.2
 FN0678
 FN0678!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FN0678!SPC NM C     -   0.99965950  x   0.99992723  =   0.99958675
 FN0678!UTM  13      -   0.99965950  x   0.99965416  =   0.99931378
 FN0678
 FN0678:                Primary Azimuth Mark                     Grid Az
 FN0678:SPC NM C     -  3510545025                               091 55 09.2
 FN0678:UTM  13      -  3510545025                               092 38 45.9
 FN0678
 FN0678|---------------------------------------------------------------------|
 FN0678| PID    Reference Object                     Distance      Geod. Az  |
 FN0678|                                                           dddmmss.s |
 FN0678| FN0677 3510545025                          APPROX. 1.0 KM 0921314.7 |
 FN0678|---------------------------------------------------------------------|
 FN0678
 FN0678                          SUPERSEDED SURVEY CONTROL
 FN0678
 FN0678  NAD 83(1986)-  35 33 13.92696(N)    105 43 53.24856(W) AD(       ) 2
 FN0678  NAD 27      -  35 33 13.79166(N)    105 43 51.18799(W) AD(       ) 2
 FN0678  NGVD 29 (07/19/86) 2187.2    (m)         7176.     (f) VERT ANG       
 FN0678
 FN0678.Superseded values are not recommended for survey control.
 FN0678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0678.See file dsdata.txt to determine how the superseded data were derived.
 FN0678
 FN0678_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV3370634714(NAD 83)
 FN0678_MARKER: DD = SURVEY DISK
 FN0678_SETTING: 0 = UNSPECIFIED SETTING
 FN0678_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FN0678
 FN0678  HISTORY     - Date     Condition        Report By
 FN0678  HISTORY     - 1977     MONUMENTED       NMHD
 FN0678
 FN0678                          STATION DESCRIPTION
 FN0678
 FN0678'DESCRIBED BY NM HIGHWAY DEPT 1977 (DGM)
 FN0678'THE STATION IS LOCATED IN SANTA FE COUNTY, ALONG INTERSTATE 25
 FN0678'AND IS 15.8 AIR MILES ESE OF THE CITY OF SANTA FE, NEW MEXICO.
 FN0678'
 FN0678'TO REACH FROM THE SOUTH SANTA FE INTERCHANGE ON I-25 (EXIT
 FN0678'278B) GO NORTH ON I-25 24.45 MILES TO THE STATION ON THE RIGHT.
 FN0678'
 FN0678'THE STATION IS 75 FEET EAST OF THE CENTERLINE OF THE NORTH
 FN0678'BOUND LANE OF I-25, AND 26 FEET WEST OF THE R/W FENCELINE.
 FN0678'
 FN0678'THE STATION IS AT MILEPOST 302.2.
 FN0678'
 FN0678'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 FN0678'DISK SET IN A CONCRETE POST PROJECTING ABOUT SIX INCHES ABOVE
 FN0678'THE GROUND AND STAMPED 3510545024, 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0677 ***********************************************************************
 FN0677  DESIGNATION -  3510545025
 FN0677  PID         -  FN0677
 FN0677  STATE/COUNTY-  NM/SANTA FE
 FN0677  USGS QUAD   -  PECOS (1961)
 FN0677
 FN0677                         *CURRENT SURVEY CONTROL
 FN0677  ___________________________________________________________________
 FN0677* NAD 83(1992)-  35 33 12.62429(N)    105 43 12.28423(W)     ADJUSTED  
 FN0677* NAVD 88     -      2162.7    (meters)    7095.     (feet)  VERTCON   
 FN0677  ___________________________________________________________________
 FN0677  LAPLACE CORR-           0.83  (seconds)                    DEFLEC99
 FN0677  GEOID HEIGHT-         -18.09  (meters)                     GEOID03
 FN0677
 FN0677  HORZ ORDER  -  SECOND
 FN0677
 FN0677.The horizontal coordinates were established by classical geodetic methods
 FN0677.and adjusted by the National Geodetic Survey in December 1993..
 FN0677
 FN0677.The NAVD 88 height was computed by applying the VERTCON shift value to
 FN0677.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FN0677
 FN0677.The Laplace correction was computed from DEFLEC99 derived deflections.
 FN0677
 FN0677.The geoid height was determined by GEOID03.
 FN0677
 FN0677;                    North         East     Units Scale Factor Converg.
 FN0677;SPC NM C     -   505,106.430   548,042.928   MT  0.99992843   +0 18 29.3
 FN0677;SPC NM C     - 1,657,170.01  1,798,037.51   sFT  0.99992843   +0 18 29.3
 FN0677;UTM  13      - 3,934,666.138   434,736.583   MT  0.99965249   -0 25 07.4
 FN0677
 FN0677!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FN0677!SPC NM C     -   0.99966350  x   0.99992843  =   0.99959195
 FN0677!UTM  13      -   0.99966350  x   0.99965249  =   0.99931611
 FN0677
 FN0677:                Primary Azimuth Mark                     Grid Az
 FN0677:SPC NM C     -  3510545026                               113 15 59.5
 FN0677:UTM  13      -  3510545026                               113 59 36.2
 FN0677
 FN0677|---------------------------------------------------------------------|
 FN0677| PID    Reference Object                     Distance      Geod. Az  |
 FN0677|                                                           dddmmss.s |
 FN0677| FN0676 3510545026                          APPROX. 1.0 KM 1133428.8 |
 FN0677|---------------------------------------------------------------------|
 FN0677
 FN0677                          SUPERSEDED SURVEY CONTROL
 FN0677
 FN0677  NAD 83(1986)-  35 33 12.62701(N)    105 43 12.28663(W) AD(       ) 2
 FN0677  NAD 27      -  35 33 12.49124(N)    105 43 10.22707(W) AD(       ) 2
 FN0677  NGVD 29 (07/19/86) 2161.7    (m)         7092.     (f) VERT ANG       
 FN0677
 FN0677.Superseded values are not recommended for survey control.
 FN0677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0677.See file dsdata.txt to determine how the superseded data were derived.
 FN0677
 FN0677_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV3473734666(NAD 83)
 FN0677_MARKER: DD = SURVEY DISK
 FN0677_SETTING: 0 = UNSPECIFIED SETTING
 FN0677_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FN0677
 FN0677  HISTORY     - Date     Condition        Report By
 FN0677  HISTORY     - 1977     MONUMENTED       NMHD
 FN0677
 FN0677                          STATION DESCRIPTION
 FN0677
 FN0677'DESCRIBED BY NM HIGHWAY DEPT 1977 (DGM)
 FN0677'THE STATION IS LOCATED IN SANTA FE COUNTY, ALONG INTERSTATE 25
 FN0677'AND IS 16.3 AIR MILES ESE OF THE CITY OF SANTA FE, NEW MEXICO.
 FN0677'
 FN0677'TO REACH FROM THE SOUTH SANTA FE INTERCHANGE ON I-25 (EXIT
 FN0677'278B) GO NORTH ON I-25 25.1 MILES TO THE STATION ON THE LEFT.
 FN0677'
 FN0677'THE STATION IS 125 FEET EAST OF THE CENTERLINE OF THE SOUTH
 FN0677'BOUND LANE OF I-25, AND IN THE MEDIAN.
 FN0677'
 FN0677'THE STATION IS AT MILEPOST 302.8.
 FN0677'
 FN0677'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 FN0677'DISK SET IN A CONCRETE POST PROJECTING ABOUT SIX INCHES ABOVE
 FN0677'THE GROUND AND STAMPED 3510545025, 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0676 ***********************************************************************
 FN0676  DESIGNATION -  3510545026
 FN0676  PID         -  FN0676
 FN0676  STATE/COUNTY-  NM/SAN MIGUEL
 FN0676  USGS QUAD   -  PECOS (1961)
 FN0676
 FN0676                         *CURRENT SURVEY CONTROL
 FN0676  ___________________________________________________________________
 FN0676* NAD 83(1992)-  35 33 00.06419(N)    105 42 37.06762(W)     ADJUSTED  
 FN0676* NAVD 88     -      2150.80   (+/-2cm)    7056.4    (feet)  VERTCON   
 FN0676  ___________________________________________________________________
 FN0676  LAPLACE CORR-           0.49  (seconds)                    DEFLEC99
 FN0676  GEOID HEIGHT-         -18.10  (meters)                     GEOID03
 FN0676
 FN0676  HORZ ORDER  -  SECOND
 FN0676  VERT ORDER  -  THIRD ? (See Below)
 FN0676
 FN0676.The horizontal coordinates were established by classical geodetic methods
 FN0676.and adjusted by the National Geodetic Survey in December 1993..
 FN0676
 FN0676.The NAVD 88 height was computed by applying the VERTCON shift value to
 FN0676.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FN0676.The vertical order pertains to the NGVD 29 superseded value.
 FN0676
 FN0676.The Laplace correction was computed from DEFLEC99 derived deflections.
 FN0676
 FN0676.The geoid height was determined by GEOID03.
 FN0676
 FN0676;                    North         East     Units Scale Factor Converg.
 FN0676;SPC NM E     -   505,467.098    40,153.882   MT  1.00010111   -0 48 02.5
 FN0676;SPC NM E     - 1,658,353.30    131,738.19   sFT  1.00010111   -0 48 02.5
 FN0676;UTM  13      - 3,934,272.750   435,620.423   MT  0.99965107   -0 24 46.8
 FN0676
 FN0676!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FN0676!SPC NM E     -   0.99966537  x   1.00010111  =   0.99976644
 FN0676!UTM  13      -   0.99966537  x   0.99965107  =   0.99931656
 FN0676
 FN0676:                Primary Azimuth Mark                     Grid Az
 FN0676:SPC NM E     -  3510545027                               140 36 48.5
 FN0676:UTM  13      -  3510545027                               140 13 32.8
 FN0676
 FN0676|---------------------------------------------------------------------|
 FN0676| PID    Reference Object                     Distance      Geod. Az  |
 FN0676|                                                           dddmmss.s |
 FN0676| FN0675 3510545027                          APPROX. 2.7 KM 1394846.0 |
 FN0676|---------------------------------------------------------------------|
 FN0676
 FN0676                          SUPERSEDED SURVEY CONTROL
 FN0676
 FN0676  NAD 83(1986)-  35 33 00.06696(N)    105 42 37.06996(W) AD(       ) 2
 FN0676  NAD 27      -  35 32 59.93057(N)    105 42 35.01134(W) AD(       ) 2
 FN0676  NGVD 29 (07/19/86) 2149.80   (m)         7053.1    (f) LEVELING    3  
 FN0676
 FN0676.Superseded values are not recommended for survey control.
 FN0676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0676.See file dsdata.txt to determine how the superseded data were derived.
 FN0676
 FN0676_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV3562034273(NAD 83)
 FN0676_MARKER: DD = SURVEY DISK
 FN0676_SETTING: 0 = UNSPECIFIED SETTING
 FN0676_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FN0676
 FN0676  HISTORY     - Date     Condition        Report By
 FN0676  HISTORY     - 1977     MONUMENTED       NMHD
 FN0676
 FN0676                          STATION DESCRIPTION
 FN0676
 FN0676'DESCRIBED BY NM HIGHWAY DEPT 1977 (DGM)
 FN0676'THE STATION IS LOCATED IN SAN MIGUEL COUNTY, ALONG INTERSTATE
 FN0676'25 AND IS 16.9 AIR MILES ESE OF THE CITY OF SANTA FE, NEW MEXICO.
 FN0676'
 FN0676'TO REACH FROM THE SOUTH SANTA FE INTERCHANGE ON I-25 (EXIT
 FN0676'278B) GO NORTH ON I-25 25.75 MILES TO THE STATION ON THE LEFT.
 FN0676'
 FN0676'THE STATION IS 45 FEET WEST OF THE CENTERLINE OF THE NORTH
 FN0676'BOUND LANE OF I-25, AND IN THE MEDIAN.
 FN0676'
 FN0676'THE STATION IS AT MILEPOST 303.4.
 FN0676'
 FN0676'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 FN0676'DISK SET IN A CONCRETE POST PROJECTING ABOUT SIX INCHES ABOVE
 FN0676'THE GROUND AND STAMPED 3510545026, 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0675 ***********************************************************************
 FN0675  DESIGNATION -  3510545027
 FN0675  PID         -  FN0675
 FN0675  STATE/COUNTY-  NM/SAN MIGUEL
 FN0675  USGS QUAD   -  PECOS (1961)
 FN0675
 FN0675                         *CURRENT SURVEY CONTROL
 FN0675  ___________________________________________________________________
 FN0675* NAD 83(1992)-  35 31 52.58188(N)    105 41 27.34118(W)     ADJUSTED  
 FN0675* NAVD 88     -      2112.6    (meters)    6931.     (feet)  VERTCON   
 FN0675  ___________________________________________________________________
 FN0675  LAPLACE CORR-          -0.57  (seconds)                    DEFLEC99
 FN0675  GEOID HEIGHT-         -18.18  (meters)                     GEOID03
 FN0675
 FN0675  HORZ ORDER  -  SECOND
 FN0675
 FN0675.The horizontal coordinates were established by classical geodetic methods
 FN0675.and adjusted by the National Geodetic Survey in December 1993..
 FN0675
 FN0675.The NAVD 88 height was computed by applying the VERTCON shift value to
 FN0675.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FN0675
 FN0675.The Laplace correction was computed from DEFLEC99 derived deflections.
 FN0675
 FN0675.The geoid height was determined by GEOID03.
 FN0675
 FN0675;                    North         East     Units Scale Factor Converg.
 FN0675;SPC NM E     -   503,362.948    41,881.433   MT  1.00009583   -0 47 20.6
 FN0675;SPC NM E     - 1,651,449.94    137,406.00   sFT  1.00009583   -0 47 20.6
 FN0675;UTM  13      - 3,932,181.274   437,361.388   MT  0.99964835   -0 24 05.6
 FN0675
 FN0675!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FN0675!SPC NM E     -   0.99967137  x   1.00009583  =   0.99976717
 FN0675!UTM  13      -   0.99967137  x   0.99964835  =   0.99931984
 FN0675
 FN0675:                Primary Azimuth Mark                     Grid Az
 FN0675:SPC NM E     -  3510545028                               160 34 11.1
 FN0675:UTM  13      -  3510545028                               160 10 56.1
 FN0675
 FN0675|---------------------------------------------------------------------|
 FN0675| PID    Reference Object                     Distance      Geod. Az  |
 FN0675|                                                           dddmmss.s |
 FN0675| FN0674 3510545028                          APPROX. 1.9 KM 1594650.5 |
 FN0675|---------------------------------------------------------------------|
 FN0675
 FN0675                          SUPERSEDED SURVEY CONTROL
 FN0675
 FN0675  NAD 83(1986)-  35 31 52.58476(N)    105 41 27.34332(W) AD(       ) 2
 FN0675  NAD 27      -  35 31 52.44577(N)    105 41 25.28626(W) AD(       ) 2
 FN0675  NGVD 29 (07/19/86) 2111.6    (m)         6928.     (f) VERT ANG       
 FN0675
 FN0675.Superseded values are not recommended for survey control.
 FN0675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0675.See file dsdata.txt to determine how the superseded data were derived.
 FN0675
 FN0675_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV3736132181(NAD 83)
 FN0675_MARKER: DD = SURVEY DISK
 FN0675_SETTING: 0 = UNSPECIFIED SETTING
 FN0675_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FN0675
 FN0675  HISTORY     - Date     Condition        Report By
 FN0675  HISTORY     - 1977     MONUMENTED       NMHD
 FN0675
 FN0675                          STATION DESCRIPTION
 FN0675
 FN0675'DESCRIBED BY NM HIGHWAY DEPT 1977 (DGM)
 FN0675'THE STATION IS LOCATED IN SAN MIGUEL COUNTY, ALONG INTERSTATE 25
 FN0675'AND IS 18.5 AIR MILES ESE OF THE CITY OF SANTA FE, NEW MEXICO.
 FN0675'
 FN0675'TO REACH FROM THE SOUTH SANTA FE INTERCHANGE ON I-25 (EXIT
 FN0675'278B) GO NORTH ON I-25 27.45 MILES TO THE STATION ON THE LEFT.
 FN0675'
 FN0675'THE STATION IS 59 FEET WEST OF THE CENTERLINE OF THE NORTH
 FN0675'BOUND LANE OF I-25, AND IN THE MEDIAN.
 FN0675'
 FN0675'THE STATION IS AT MILEPOST 305.1.
 FN0675'
 FN0675'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 FN0675'DISK SET IN A CONCRETE POST PROJECTING ABOUT SIX INCHES ABOVE
 FN0675'THE GROUND AND STAMPED 3510545027, 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0674 ***********************************************************************
 FN0674  DESIGNATION -  3510545028
 FN0674  PID         -  FN0674
 FN0674  STATE/COUNTY-  NM/SAN MIGUEL
 FN0674  USGS QUAD   -  PECOS (1961)
 FN0674
 FN0674                         *CURRENT SURVEY CONTROL
 FN0674  ___________________________________________________________________
 FN0674* NAD 83(1992)-  35 30 56.19462(N)    105 41 01.94001(W)     ADJUSTED  
 FN0674* NAVD 88     -      2099.7    (meters)    6889.     (feet)  VERTCON   
 FN0674  ___________________________________________________________________
 FN0674  LAPLACE CORR-          -0.68  (seconds)                    DEFLEC99
 FN0674  GEOID HEIGHT-         -18.24  (meters)                     GEOID03
 FN0674
 FN0674  HORZ ORDER  -  SECOND
 FN0674
 FN0674.The horizontal coordinates were established by classical geodetic methods
 FN0674.and adjusted by the National Geodetic Survey in December 1993..
 FN0674
 FN0674.The NAVD 88 height was computed by applying the VERTCON shift value to
 FN0674.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FN0674
 FN0674.The Laplace correction was computed from DEFLEC99 derived deflections.
 FN0674
 FN0674.The geoid height was determined by GEOID03.
 FN0674
 FN0674;                    North         East     Units Scale Factor Converg.
 FN0674;SPC NM E     -   501,616.330    42,497.556   MT  1.00009397   -0 47 04.8
 FN0674;SPC NM E     - 1,645,719.58    139,427.40   sFT  1.00009397   -0 47 04.8
 FN0674;UTM  13      - 3,930,439.641   437,989.027   MT  0.99964739   -0 23 50.2
 FN0674
 FN0674!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FN0674!SPC NM E     -   0.99967341  x   1.00009397  =   0.99976734
 FN0674!UTM  13      -   0.99967341  x   0.99964739  =   0.99932091
 FN0674
 FN0674:                Primary Azimuth Mark                     Grid Az
 FN0674:SPC NM E     -  3510545029                               159 10 12.0
 FN0674:UTM  13      -  3510545029                               158 46 57.4
 FN0674
 FN0674|---------------------------------------------------------------------|
 FN0674| PID    Reference Object                     Distance      Geod. Az  |
 FN0674|                                                           dddmmss.s |
 FN0674| FN0673 3510545029                          APPROX. 1.4 KM 1582307.2 |
 FN0674|---------------------------------------------------------------------|
 FN0674
 FN0674                          SUPERSEDED SURVEY CONTROL
 FN0674
 FN0674  NAD 83(1986)-  35 30 56.19752(N)    105 41 01.94199(W) AD(       ) 2
 FN0674  NAD 27      -  35 30 56.05677(N)    105 40 59.88538(W) AD(       ) 2
 FN0674  NGVD 29 (07/19/86) 2098.7    (m)         6885.     (f) VERT ANG       
 FN0674
 FN0674.Superseded values are not recommended for survey control.
 FN0674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0674.See file dsdata.txt to determine how the superseded data were derived.
 FN0674
 FN0674_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV3798930440(NAD 83)
 FN0674_MARKER: DD = SURVEY DISK
 FN0674_SETTING: 0 = UNSPECIFIED SETTING
 FN0674_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FN0674
 FN0674  HISTORY     - Date     Condition        Report By
 FN0674  HISTORY     - 1977     MONUMENTED       NMHD
 FN0674
 FN0674                          STATION DESCRIPTION
 FN0674
 FN0674'DESCRIBED BY NM HIGHWAY DEPT 1977 (DGM)
 FN0674'THE STATION IS LOCATED IN SAN MIGUEL COUNTY, ALONG INTERSTATE
 FN0674'25 AND IS 19.4 AIR MILES ESE OF THE CITY OF SANTA FE, NEW MEXICO.
 FN0674'
 FN0674'TO REACH FROM THE SOUTH SANTA FE INTERCHANGE ON I-25 (EXIT 278B)
 FN0674'GO NORTH ON I-25 28.65 MILES TO THE STATION ON THE LEFT.
 FN0674'
 FN0674'THE STATION IS 29 FEET WEST OF THE CENTERLINE OF THE NORTH
 FN0674'BOUND LANE OF I-25, AND IN THE MEDIAN.
 FN0674'
 FN0674'THE STATION IS AT MILEPOST 306.2.
 FN0674'
 FN0674'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 FN0674'DISK SET IN A CONCRETE POST PROJECTING ABOUT SIX INCHES ABOVE
 FN0674'THE GROUND AND STAMPED 3510545028, 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0673 ***********************************************************************
 FN0673  DESIGNATION -  3510545029
 FN0673  PID         -  FN0673
 FN0673  STATE/COUNTY-  NM/SAN MIGUEL
 FN0673  USGS QUAD   -  PECOS (1961)
 FN0673
 FN0673                         *CURRENT SURVEY CONTROL
 FN0673  ___________________________________________________________________
 FN0673* NAD 83(1992)-  35 30 12.99356(N)    105 40 41.00714(W)     ADJUSTED  
 FN0673* NAVD 88     -      2082.9    (meters)    6834.     (feet)  VERTCON   
 FN0673  ___________________________________________________________________
 FN0673  LAPLACE CORR-          -0.60  (seconds)                    DEFLEC99
 FN0673  GEOID HEIGHT-         -18.29  (meters)                     GEOID03
 FN0673
 FN0673  HORZ ORDER  -  SECOND
 FN0673
 FN0673.The horizontal coordinates were established by classical geodetic methods
 FN0673.and adjusted by the National Geodetic Survey in December 1993..
 FN0673
 FN0673.The NAVD 88 height was computed by applying the VERTCON shift value to
 FN0673.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FN0673
 FN0673.The Laplace correction was computed from DEFLEC99 derived deflections.
 FN0673
 FN0673.The geoid height was determined by GEOID03.
 FN0673
 FN0673;                    North         East     Units Scale Factor Converg.
 FN0673;SPC NM E     -   500,277.691    43,006.863   MT  1.00009243   -0 46 51.8
 FN0673;SPC NM E     - 1,641,327.72    141,098.35   sFT  1.00009243   -0 46 51.8
 FN0673;UTM  13      - 3,929,105.071   438,507.140   MT  0.99964660   -0 23 37.7
 FN0673
 FN0673!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FN0673!SPC NM E     -   0.99967605  x   1.00009243  =   0.99976845
 FN0673!UTM  13      -   0.99967605  x   0.99964660  =   0.99932276
 FN0673
 FN0673:                Primary Azimuth Mark                     Grid Az
 FN0673:SPC NM E     -  3510535001 25                            163 33 58.4
 FN0673:UTM  13      -  3510535001 25                            163 10 44.3
 FN0673
 FN0673|---------------------------------------------------------------------|
 FN0673| PID    Reference Object                     Distance      Geod. Az  |
 FN0673|                                                           dddmmss.s |
 FN0673| FN0629 3510535001 25                       APPROX. 2.4 KM 1624706.6 |
 FN0673|---------------------------------------------------------------------|
 FN0673
 FN0673                          SUPERSEDED SURVEY CONTROL
 FN0673
 FN0673  NAD 83(1986)-  35 30 12.99647(N)    105 40 41.00900(W) AD(       ) 2
 FN0673  NAD 27      -  35 30 12.85453(N)    105 40 38.95251(W) AD(       ) 2
 FN0673  NGVD 29 (07/19/86) 2081.9    (m)         6830.     (f) VERT ANG       
 FN0673
 FN0673.Superseded values are not recommended for survey control.
 FN0673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0673.See file dsdata.txt to determine how the superseded data were derived.
 FN0673
 FN0673_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV3850729105(NAD 83)
 FN0673_MARKER: DD = SURVEY DISK
 FN0673_SETTING: 0 = UNSPECIFIED SETTING
 FN0673_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FN0673
 FN0673  HISTORY     - Date     Condition        Report By
 FN0673  HISTORY     - 1977     MONUMENTED       NMHD
 FN0673
 FN0673                          STATION DESCRIPTION
 FN0673
 FN0673'DESCRIBED BY NM HIGHWAY DEPT 1977 (DGM)
 FN0673'THE STATION IS LOCATED IN SAN MIGUEL COUNTY, ALONG INTERSTATE 25
 FN0673'AND IS 20.2 AIR MILES SE OF THE CITY OF SANTA FE, NEW MEXICO.
 FN0673'
 FN0673'TO REACH FROM THE SOUTH SANTA FE INTERCHANGE ON I-25 (EXIT
 FN0673'278B) GO NORTH ON I-25 29.55 MILES TO THE STATION ON THE RIGHT.
 FN0673'
 FN0673'THE STATION IS 93 FEET EAST OF THE CENTERLINE OF THE NORTH
 FN0673'BOUND LANE OF I-25, AND 7 FEET WEST OF THE R/W FENCELINE.
 FN0673'
 FN0673'THE STATION IS AT MILEPOST 307.1.
 FN0673'
 FN0673'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 FN0673'DISK SET IN A CONCRETE POST PROJECTING ABOUT SIX INCHES ABOVE
 FN0673'THE GROUND AND STAMPED 3510545029, 1976.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0704 ***********************************************************************
 FN0704  DESIGNATION -  3510615015
 FN0704  PID         -  FN0704
 FN0704  STATE/COUNTY-  NM/SANTA FE
 FN0704  USGS QUAD   -  SETON VILLAGE (1993)
 FN0704
 FN0704                         *CURRENT SURVEY CONTROL
 FN0704  ___________________________________________________________________
 FN0704* NAD 83(1992)-  35 37 21.16449(N)    105 59 26.31031(W)     ADJUSTED  
 FN0704* NAVD 88     -      2035.9    (meters)    6679.     (feet)  VERTCON   
 FN0704  ___________________________________________________________________
 FN0704  LAPLACE CORR-           9.31  (seconds)                    DEFLEC99
 FN0704  GEOID HEIGHT-         -18.87  (meters)                     GEOID03
 FN0704
 FN0704  HORZ ORDER  -  SECOND
 FN0704
 FN0704.The horizontal coordinates were established by classical geodetic methods
 FN0704.and adjusted by the National Geodetic Survey in December 1993..
 FN0704
 FN0704.The NAVD 88 height was computed by applying the VERTCON shift value to
 FN0704.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FN0704
 FN0704.The Laplace correction was computed from DEFLEC99 derived deflections.
 FN0704
 FN0704.The geoid height was determined by GEOID03.
 FN0704
 FN0704;                    North         East     Units Scale Factor Converg.
 FN0704;SPC NM C     -   512,667.414   523,493.298   MT  0.99990680   +0 09 03.8
 FN0704;SPC NM C     - 1,681,976.34  1,717,494.26   sFT  0.99990680   +0 09 03.8
 FN0704;UTM  13      - 3,942,536.302   410,290.842   MT  0.99969917   -0 34 37.3
 FN0704
 FN0704!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FN0704!SPC NM C     -   0.99968351  x   0.99990680  =   0.99959034
 FN0704!UTM  13      -   0.99968351  x   0.99969917  =   0.99938278
 FN0704
 FN0704:                Primary Azimuth Mark                     Grid Az
 FN0704:SPC NM C     -  3510545001                               067 48 43.3
 FN0704:UTM  13      -  3510545001                               068 32 24.4
 FN0704
 FN0704|---------------------------------------------------------------------|
 FN0704| PID    Reference Object                     Distance      Geod. Az  |
 FN0704|                                                           dddmmss.s |
 FN0704| FN0725 3510545001                          APPROX. 2.4 KM 0675747.1 |
 FN0704|---------------------------------------------------------------------|
 FN0704
 FN0704                          SUPERSEDED SURVEY CONTROL
 FN0704
 FN0704  NAD 83(1986)-  35 37 21.16807(N)    105 59 26.31542(W) AD(       ) 2
 FN0704  NAD 27      -  35 37 21.05124(N)    105 59 24.23773(W) AD(       ) 2
 FN0704  NGVD 29 (07/19/86) 2034.9    (m)         6676.     (f) VERT ANG       
 FN0704
 FN0704.Superseded values are not recommended for survey control.
 FN0704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0704.See file dsdata.txt to determine how the superseded data were derived.
 FN0704
 FN0704_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV1029142536(NAD 83)
 FN0704_MARKER: DD = SURVEY DISK
 FN0704_SETTING: 0 = UNSPECIFIED SETTING
 FN0704_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FN0704_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FN0704+SATELLITE: SATELLITE OBSERVATIONS - February 15, 2006
 FN0704
 FN0704  HISTORY     - Date     Condition        Report By
 FN0704  HISTORY     - 1977     MONUMENTED       NMHD
 FN0704  HISTORY     - 20060215 GOOD             NMHD
 FN0704
 FN0704                          STATION DESCRIPTION
 FN0704
 FN0704'DESCRIBED BY NM HIGHWAY DEPT 1977 (DGM)
 FN0704'THE STATION IS LOCATED IN SANTA FE COUNTY, ALONG INTERSTATE 25
 FN0704'AND IS 3.4 AIRMILES SW OF THE CITY OF SANTA FE, NEW MEXICO.
 FN0704'
 FN0704'TO REACH FROM THE SOUTH SANTA FE INTERCHANGE ON I-25 (EXIT
 FN0704'278B) GO NORTH ON I-25 2.9 MILES TO THE STATION ON THE RIGHT.
 FN0704'
 FN0704'THE STATION IS 84 FEET EAST OF THE CENTERLINE OF THE NORTH
 FN0704'BOUND LANE OF I-25 AND 26 FEET WEST OF THE R/W FENCELINE.  ON
 FN0704'TOP OF A SMALL CUT.
 FN0704'
 FN0704'THE STATION IS AT MILEPOST 280.4.
 FN0704'
 FN0704'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 FN0704'DISK SET IN A CONCRETE POST PROJECTING ABOUT SIX INCHES ABOVE THE
 FN0704'GROUND AND STAMPED 3510615015, 1976.
 FN0704
 FN0704                          STATION RECOVERY (2006)
 FN0704
 FN0704'RECOVERY NOTE BY NM HIGHWAY DEPT 2006 (WAB)
 FN0704'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0975 ***********************************************************************
 FO0975  DESIGNATION -  3510625001
 FO0975  PID         -  FO0975
 FO0975  STATE/COUNTY-  NM/SANTA FE
 FO0975  USGS QUAD   -  EDGEWOOD (1990)
 FO0975
 FO0975                         *CURRENT SURVEY CONTROL
 FO0975  ___________________________________________________________________
 FO0975* NAD 83(1992)-  35 04 16.77022(N)    106 12 47.07785(W)     ADJUSTED  
 FO0975* NAVD 88     -      2073.71   (+/-2cm)    6803.5    (feet)  VERTCON   
 FO0975  ___________________________________________________________________
 FO0975  LAPLACE CORR-          -0.63  (seconds)                    DEFLEC99
 FO0975  GEOID HEIGHT-         -19.43  (meters)                     GEOID03
 FO0975
 FO0975  HORZ ORDER  -  SECOND
 FO0975  VERT ORDER  -  THIRD ? (See Below)
 FO0975
 FO0975.The horizontal coordinates were established by classical geodetic methods
 FO0975.and adjusted by the National Geodetic Survey in December 1993..
 FO0975
 FO0975.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO0975.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO0975.The vertical order pertains to the NGVD 29 superseded value.
 FO0975
 FO0975.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO0975
 FO0975.The geoid height was determined by GEOID03.
 FO0975
 FO0975;                    North         East     Units Scale Factor Converg.
 FO0975;SPC NM C     -   451,486.938   503,367.353   MT  0.99990014   +0 01 16.4
 FO0975;SPC NM C     - 1,481,253.40  1,651,464.39   sFT  0.99990014   +0 01 16.4
 FO0975;UTM  13      - 3,881,625.610   389,398.009   MT  0.99975076   -0 41 49.6
 FO0975
 FO0975!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO0975!SPC NM C     -   0.99967765  x   0.99990014  =   0.99957782
 FO0975!UTM  13      -   0.99967765  x   0.99975076  =   0.99942849
 FO0975
 FO0975:                Primary Azimuth Mark                     Grid Az
 FO0975:SPC NM C     -  3510625002                               113 59 58.9
 FO0975:UTM  13      -  3510625002                               114 43 04.9
 FO0975
 FO0975|---------------------------------------------------------------------|
 FO0975| PID    Reference Object                     Distance      Geod. Az  |
 FO0975|                                                           dddmmss.s |
 FO0975| FO0974 3510625002                          APPROX. 3.7 KM 1140115.3 |
 FO0975|---------------------------------------------------------------------|
 FO0975
 FO0975                          SUPERSEDED SURVEY CONTROL
 FO0975
 FO0975  NAD 83(1986)-  35 04 16.78076(N)    106 12 47.08003(W) AD(       ) 2
 FO0975  NAD 27      -  35 04 16.61944(N)    106 12 44.97248(W) AD(       ) 2
 FO0975  NGVD 29 (07/19/86) 2072.79   (m)         6800.5    (f) LEVELING    3  
 FO0975
 FO0975.Superseded values are not recommended for survey control.
 FO0975.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0975.See file dsdata.txt to determine how the superseded data were derived.
 FO0975
 FO0975_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU8939881626(NAD 83)
 FO0975_MARKER: DD = SURVEY DISK
 FO0975_SETTING: 0 = UNSPECIFIED SETTING
 FO0975_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FO0975_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FO0975+SATELLITE: SATELLITE OBSERVATIONS - October 29, 2005
 FO0975
 FO0975  HISTORY     - Date     Condition        Report By
 FO0975  HISTORY     - 1973     MONUMENTED       NMHD
 FO0975  HISTORY     - 20051029 GOOD             GEOCAC
 FO0975
 FO0975                          STATION DESCRIPTION
 FO0975
 FO0975'DESCRIBED BY NM HIGHWAY DEPT 1973 (CWW)
 FO0975'THE STATION IS LOCATED IN SANTA FE COUNTY ALONG INTERSTATE 40
 FO0975'AND IS ABOUT 10.5 MILES AIRLINE WEST OF MORIARTY NEW MEXICO.
 FO0975'
 FO0975'TO REACH FROM THE INTERSECTION OF U.S. 66 AND STATE ROAD 41 IN
 FO0975'MORIARTY, GO WEST ON U.S. 66, 1.45 MILES TO AN INTERCHANGE
 FO0975'ON-RAMP.  GO WEST ON INTERSTATE 40, 9.1 MILES TO THE STATION ON
 FO0975'THE LEFT.  THE STATION IS 93 FEET SOUTH OF THE CENTER OF THE
 FO0975'EASTBOUND LANE OF INTERSTATE 40.
 FO0975'
 FO0975'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 FO0975'DISK SET IN A CONCRETE MONUMENT PROJECTING ABOUT 6 INCHES ABOVE
 FO0975'THE GROUND AND STAMPED 3510625001 1973.
 FO0975
 FO0975                          STATION RECOVERY (2005)
 FO0975
 FO0975'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 FO0975'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0974 ***********************************************************************
 FO0974  DESIGNATION -  3510625002
 FO0974  PID         -  FO0974
 FO0974  STATE/COUNTY-  NM/SANTA FE
 FO0974  USGS QUAD   -  EDGEWOOD (1990)
 FO0974
 FO0974                         *CURRENT SURVEY CONTROL
 FO0974  ___________________________________________________________________
 FO0974* NAD 83(1992)-  35 03 28.34250(N)    106 10 34.98128(W)     ADJUSTED  
 FO0974* NAVD 88     -      2019.1    (meters)    6624.     (feet)  VERTCON   
 FO0974  ___________________________________________________________________
 FO0974  LAPLACE CORR-          -1.51  (seconds)                    DEFLEC99
 FO0974  GEOID HEIGHT-         -19.43  (meters)                     GEOID03
 FO0974
 FO0974  HORZ ORDER  -  SECOND
 FO0974
 FO0974.The horizontal coordinates were established by classical geodetic methods
 FO0974.and adjusted by the National Geodetic Survey in December 1993..
 FO0974
 FO0974.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO0974.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO0974
 FO0974.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO0974
 FO0974.The geoid height was determined by GEOID03.
 FO0974
 FO0974;                    North         East     Units Scale Factor Converg.
 FO0974;SPC NM C     -   449,996.537   506,714.892   MT  0.99990056   +0 02 32.2
 FO0974;SPC NM C     - 1,476,363.64  1,662,447.11   sFT  0.99990056   +0 02 32.2
 FO0974;UTM  13      - 3,880,093.603   392,726.092   MT  0.99974182   -0 40 32.8
 FO0974
 FO0974!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO0974!SPC NM C     -   0.99968622  x   0.99990056  =   0.99958681
 FO0974!UTM  13      -   0.99968622  x   0.99974182  =   0.99942812
 FO0974
 FO0974:                Primary Azimuth Mark                     Grid Az
 FO0974:SPC NM C     -  3510625003                               114 09 45.5
 FO0974:UTM  13      -  3510625003                               114 52 50.5
 FO0974
 FO0974|---------------------------------------------------------------------|
 FO0974| PID    Reference Object                     Distance      Geod. Az  |
 FO0974|                                                           dddmmss.s |
 FO0974| FO0973 3510625003                          APPROX. 2.9 KM 1141217.7 |
 FO0974|---------------------------------------------------------------------|
 FO0974
 FO0974                          SUPERSEDED SURVEY CONTROL
 FO0974
 FO0974  NAD 83(1986)-  35 03 28.35360(N)    106 10 34.98311(W) AD(       ) 2
 FO0974  NAD 27      -  35 03 28.18972(N)    106 10 32.87968(W) AD(       ) 2
 FO0974  NGVD 29 (07/19/86) 2018.2    (m)         6621.     (f) VERT ANG       
 FO0974
 FO0974.Superseded values are not recommended for survey control.
 FO0974.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0974.See file dsdata.txt to determine how the superseded data were derived.
 FO0974
 FO0974_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU9272680094(NAD 83)
 FO0974_MARKER: DD = SURVEY DISK
 FO0974_SETTING: 0 = UNSPECIFIED SETTING
 FO0974_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FO0974_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FO0974+SATELLITE: SATELLITE OBSERVATIONS - October 29, 2005
 FO0974
 FO0974  HISTORY     - Date     Condition        Report By
 FO0974  HISTORY     - 1973     MONUMENTED       NMHD
 FO0974  HISTORY     - 20051029 GOOD             GEOCAC
 FO0974
 FO0974                          STATION DESCRIPTION
 FO0974
 FO0974'DESCRIBED BY NM HIGHWAY DEPT 1973 (CWW)
 FO0974'THE STATION IS LOCATED IN SANTA FE COUNTY ALONG INTERSTATE 40 AND
 FO0974'IS ABOUT 8.2 MILES AIRLINE WEST OF MORIARTY NEW MEXICO.
 FO0974'
 FO0974'TO REACH FROM THE INTERSECTION OF U.S. 66 AND STATE ROAD 41 IN
 FO0974'MORIARTY, GO WEST ON U.S. 66, 1.45 MILES TO AN INTERCHANGE
 FO0974'ON-RAMP.  GO WEST ON INTERSTATE 40, 7.1 MILES TO THE STATION ON
 FO0974'THE LEFT.  THE STATION IS 81 FEET SOUTH OF THE CENTER OF THE
 FO0974'EASTBOUND LANE OF INTERSTATE 40.
 FO0974'
 FO0974'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 FO0974'DISK SET IN A CONCRETE MONUMENT PROJECTING ABOUT 6 INCHES ABOVE
 FO0974'THE GROUND AND STAMPED 3510625002 1973.
 FO0974
 FO0974                          STATION RECOVERY (2005)
 FO0974
 FO0974'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 FO0974'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0973 ***********************************************************************
 FO0973  DESIGNATION -  3510625003
 FO0973  PID         -  FO0973
 FO0973  STATE/COUNTY-  NM/SANTA FE
 FO0973  USGS QUAD   -  EDGEWOOD (1990)
 FO0973
 FO0973                         *CURRENT SURVEY CONTROL
 FO0973  ___________________________________________________________________
 FO0973* NAD 83(1992)-  35 02 49.54162(N)    106 08 50.05624(W)     ADJUSTED  
 FO0973* NAVD 88     -      1984.3    (meters)    6510.     (feet)  VERTCON   
 FO0973  ___________________________________________________________________
 FO0973  LAPLACE CORR-          -1.44  (seconds)                    DEFLEC99
 FO0973  GEOID HEIGHT-         -19.43  (meters)                     GEOID03
 FO0973
 FO0973  HORZ ORDER  -  SECOND
 FO0973
 FO0973.The horizontal coordinates were established by classical geodetic methods
 FO0973.and adjusted by the National Geodetic Survey in December 1993..
 FO0973
 FO0973.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO0973.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO0973
 FO0973.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO0973
 FO0973.The geoid height was determined by GEOID03.
 FO0973
 FO0973;                    North         East     Units Scale Factor Converg.
 FO0973;SPC NM C     -   448,803.276   509,374.655   MT  0.99990108   +0 03 32.4
 FO0973;SPC NM C     - 1,472,448.75  1,671,173.35   sFT  0.99990108   +0 03 32.4
 FO0973;UTM  13      - 3,878,867.306   395,370.264   MT  0.99973492   -0 39 31.9
 FO0973
 FO0973!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO0973!SPC NM C     -   0.99969168  x   0.99990108  =   0.99959279
 FO0973!UTM  13      -   0.99969168  x   0.99973492  =   0.99942668
 FO0973
 FO0973:                Primary Azimuth Mark                     Grid Az
 FO0973:SPC NM C     -  3510625004                               118 35 55.3
 FO0973:UTM  13      -  3510625004                               119 18 59.6
 FO0973
 FO0973|---------------------------------------------------------------------|
 FO0973| PID    Reference Object                     Distance      Geod. Az  |
 FO0973|                                                           dddmmss.s |
 FO0973| FO0972 3510625004                          APPROX. 2.2 KM 1183927.7 |
 FO0973|---------------------------------------------------------------------|
 FO0973
 FO0973                          SUPERSEDED SURVEY CONTROL
 FO0973
 FO0973  NAD 83(1986)-  35 02 49.55303(N)    106 08 50.05794(W) AD(       ) 2
 FO0973  NAD 27      -  35 02 49.38658(N)    106 08 47.95830(W) AD(       ) 2
 FO0973  NGVD 29 (07/19/86) 1983.4    (m)         6507.     (f) VERT ANG       
 FO0973
 FO0973.Superseded values are not recommended for survey control.
 FO0973.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0973.See file dsdata.txt to determine how the superseded data were derived.
 FO0973
 FO0973_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU9537078867(NAD 83)
 FO0973_MARKER: DD = SURVEY DISK
 FO0973_SETTING: 0 = UNSPECIFIED SETTING
 FO0973_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FO0973_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FO0973+SATELLITE: SATELLITE OBSERVATIONS - October 29, 2005
 FO0973
 FO0973  HISTORY     - Date     Condition        Report By
 FO0973  HISTORY     - 1973     MONUMENTED       NMHD
 FO0973  HISTORY     - 20051029 GOOD             GEOCAC
 FO0973
 FO0973                          STATION DESCRIPTION
 FO0973
 FO0973'DESCRIBED BY NM HIGHWAY DEPT 1973 (CWW)
 FO0973'THE STATION IS LOCATED IN SANTA FE COUNTY ALONG INTERSTATE 40 AND
 FO0973'IS ABOUT 6.4 MILES AIRLINE WEST OF MORIARTY NEW MEXICO.
 FO0973'
 FO0973'TO REACH FROM THE INTERSECTION OF U.S. 66 AND STATE ROAD 41 IN
 FO0973'MORIARTY, GO WEST ON U.S. 66, 1.45 MILS TO AN INTERCHANGE
 FO0973'ON-RAMP.  GO WEST ON INTERSTATE 40, 5.25 MILES TO THE STATION ON
 FO0973'THE RIGHT.  THE STATION IS 89 FEET NORTH OF THE CENTER OF THE
 FO0973'WESTBOUND LANE OF INTERSTATE 40.
 FO0973'
 FO0973'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 FO0973'DISK SET IN A CONCRETE MONUMENT PROJECTING ABOUT 6 INCHES ABOVE
 FO0973'THE GROUND AND STAMPED 3510625003 1973.
 FO0973
 FO0973                          STATION RECOVERY (2005)
 FO0973
 FO0973'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 FO0973'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0972 ***********************************************************************
 FO0972  DESIGNATION -  3510625004
 FO0972  PID         -  FO0972
 FO0972  STATE/COUNTY-  NM/TORRANCE
 FO0972  USGS QUAD   -  EDGEWOOD (1990)
 FO0972
 FO0972                         *CURRENT SURVEY CONTROL
 FO0972  ___________________________________________________________________
 FO0972* NAD 83(1992)-  35 02 15.25911(N)    106 07 33.80341(W)     ADJUSTED  
 FO0972* NAVD 88     -      1963.3    (meters)    6441.     (feet)  VERTCON   
 FO0972  ___________________________________________________________________
 FO0972  LAPLACE CORR-          -1.45  (seconds)                    DEFLEC99
 FO0972  GEOID HEIGHT-         -19.44  (meters)                     GEOID03
 FO0972
 FO0972  HORZ ORDER  -  SECOND
 FO0972
 FO0972.The horizontal coordinates were established by classical geodetic methods
 FO0972.and adjusted by the National Geodetic Survey in December 1993..
 FO0972
 FO0972.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO0972.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO0972
 FO0972.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO0972
 FO0972.The geoid height was determined by GEOID03.
 FO0972
 FO0972;                    North         East     Units Scale Factor Converg.
 FO0972;SPC NM C     -   447,749.091   511,308.273   MT  0.99990158   +0 04 16.2
 FO0972;SPC NM C     - 1,468,990.14  1,677,517.23   sFT  0.99990158   +0 04 16.2
 FO0972;UTM  13      - 3,877,789.162   397,290.199   MT  0.99973001   -0 38 47.5
 FO0972
 FO0972!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO0972!SPC NM C     -   0.99969498  x   0.99990158  =   0.99959659
 FO0972!UTM  13      -   0.99969498  x   0.99973001  =   0.99942507
 FO0972
 FO0972:                Primary Azimuth Mark                     Grid Az
 FO0972:SPC NM C     -  3510625005                               113 49 06.1
 FO0972:UTM  13      -  3510625005                               114 32 09.8
 FO0972
 FO0972|---------------------------------------------------------------------|
 FO0972| PID    Reference Object                     Distance      Geod. Az  |
 FO0972|                                                           dddmmss.s |
 FO0972| FO0969 3510625005                          APPROX. 1.1 KM 1135322.3 |
 FO0972|---------------------------------------------------------------------|
 FO0972
 FO0972                          SUPERSEDED SURVEY CONTROL
 FO0972
 FO0972  NAD 83(1986)-  35 02 15.27074(N)    106 07 33.80501(W) AD(       ) 2
 FO0972  NAD 27      -  35 02 15.10213(N)    106 07 31.70839(W) AD(       ) 2
 FO0972  NGVD 29 (07/19/86) 1962.4    (m)         6438.     (f) VERT ANG       
 FO0972
 FO0972.Superseded values are not recommended for survey control.
 FO0972.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0972.See file dsdata.txt to determine how the superseded data were derived.
 FO0972
 FO0972_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU9729077789(NAD 83)
 FO0972_MARKER: DD = SURVEY DISK
 FO0972_SETTING: 0 = UNSPECIFIED SETTING
 FO0972_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FO0972_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FO0972+SATELLITE: SATELLITE OBSERVATIONS - October 29, 2005
 FO0972
 FO0972  HISTORY     - Date     Condition        Report By
 FO0972  HISTORY     - 1973     MONUMENTED       NMHD
 FO0972  HISTORY     - 20051029 GOOD             GEOCAC
 FO0972
 FO0972                          STATION DESCRIPTION
 FO0972
 FO0972'DESCRIBED BY NM HIGHWAY DEPT 1973 (CWW)
 FO0972'THE STATION IS LOCATED IN TORRANCE COUNTY ALONG INTERSTATE 40
 FO0972'AND IS ABOUT 5.1 MILES AIRLINE WEST OF MORIARTY NEW MEXICO.
 FO0972'
 FO0972'TO REACH FROM THE INTERSECTION OF U.S. 66 AND STATE ROAD 41 IN
 FO0972'MORIARTY, GO WEST ON U.S. 66, 1.45 MILES TO AN INTERCHANGE
 FO0972'ON-RAMP.  GO WEST ON INTERSTATE 40, 4.65 MILES TO THE STATION ON
 FO0972'THE LEFT.  THE STATION IS 90 FEET SOUTH OF THE CENTER OF THE
 FO0972'EASTBOUND LANE OF INTERSTATE 40.
 FO0972'
 FO0972'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 FO0972'DISK SET IN A CONCRETE MONUMENT PROJECTING ABOUT 6 INCHES ABOVE
 FO0972'THE GROUND AND STAMPED 3510625004 1973.
 FO0972
 FO0972                          STATION RECOVERY (2005)
 FO0972
 FO0972'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 FO0972'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0969 ***********************************************************************
 FO0969  DESIGNATION -  3510625005
 FO0969  PID         -  FO0969
 FO0969  STATE/COUNTY-  NM/TORRANCE
 FO0969  USGS QUAD   -  MORIARTY NORTH (1986)
 FO0969
 FO0969                         *CURRENT SURVEY CONTROL
 FO0969  ___________________________________________________________________
 FO0969* NAD 83(1992)-  35 02 01.19659(N)    106 06 55.20750(W)     ADJUSTED  
 FO0969* NAVD 88     -      1948.6    (meters)    6393.     (feet)  VERTCON   
 FO0969  ___________________________________________________________________
 FO0969  LAPLACE CORR-          -1.44  (seconds)                    DEFLEC99
 FO0969  GEOID HEIGHT-         -19.45  (meters)                     GEOID03
 FO0969
 FO0969  HORZ ORDER  -  SECOND
 FO0969
 FO0969.The horizontal coordinates were established by classical geodetic methods
 FO0969.and adjusted by the National Geodetic Survey in December 1993..
 FO0969
 FO0969.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO0969.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO0969
 FO0969.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO0969
 FO0969.The geoid height was determined by GEOID03.
 FO0969
 FO0969;                    North         East     Units Scale Factor Converg.
 FO0969;SPC NM C     -   447,317.036   512,287.021   MT  0.99990186   +0 04 38.3
 FO0969;SPC NM C     - 1,467,572.64  1,680,728.33   sFT  0.99990186   +0 04 38.3
 FO0969;UTM  13      - 3,877,344.959   398,263.291   MT  0.99972756   -0 38 25.2
 FO0969
 FO0969!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO0969!SPC NM C     -   0.99969728  x   0.99990186  =   0.99959917
 FO0969!UTM  13      -   0.99969728  x   0.99972756  =   0.99942493
 FO0969
 FO0969:                Primary Azimuth Mark                     Grid Az
 FO0969:SPC NM C     -  3510625006                               120 33 49.5
 FO0969:UTM  13      -  3510625006                               121 16 53.0
 FO0969
 FO0969|---------------------------------------------------------------------|
 FO0969| PID    Reference Object                     Distance      Geod. Az  |
 FO0969|                                                           dddmmss.s |
 FO0969| FO0968 3510625006                          APPROX. 2.4 KM 1203827.8 |
 FO0969|---------------------------------------------------------------------|
 FO0969
 FO0969                          SUPERSEDED SURVEY CONTROL
 FO0969
 FO0969  NAD 83(1986)-  35 02 01.20829(N)    106 06 55.20906(W) AD(       ) 2
 FO0969  NAD 27      -  35 02 01.03860(N)    106 06 53.11393(W) AD(       ) 2
 FO0969  NGVD 29 (07/19/86) 1947.7    (m)         6390.     (f) VERT ANG       
 FO0969
 FO0969.Superseded values are not recommended for survey control.
 FO0969.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0969.See file dsdata.txt to determine how the superseded data were derived.
 FO0969
 FO0969_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU9826377345(NAD 83)
 FO0969_MARKER: DD = SURVEY DISK
 FO0969_SETTING: 0 = UNSPECIFIED SETTING
 FO0969_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FO0969_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FO0969+SATELLITE: SATELLITE OBSERVATIONS - October 29, 2005
 FO0969
 FO0969  HISTORY     - Date     Condition        Report By
 FO0969  HISTORY     - 1973     MONUMENTED       NMHD
 FO0969  HISTORY     - 20051029 GOOD             GEOCAC
 FO0969
 FO0969                          STATION DESCRIPTION
 FO0969
 FO0969'DESCRIBED BY NM HIGHWAY DEPT 1973 (CWW)
 FO0969'THE STATION IS LOCATED IN TORRANCE COUNTY ALONG INTERSTATE 40
 FO0969'AND IS ABOUT 4.4 MILES AIRLINE WEST OF MORIARTY NEW MEXICO.
 FO0969'
 FO0969'TO REACH FROM THE INTERSECTION OF U.S. 66 AND STATE ROAD 41
 FO0969'IN MORIARTY, GO WEST ON U.S. 66, 1.45 MILES TO AN INTERCHANGE
 FO0969'ON-RAMP.  GO WEST ON INTERSTATE 40, 3.2 MILES TO THE STATION ON
 FO0969'THE RIGHT.  THE STATION IS 90 FEET NORTH OF THE CENTER OF THE
 FO0969'WESTBOUND LANE OF INTERSTATE 40.
 FO0969'
 FO0969'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 FO0969'DISK SET IN A CONCRETE MONUMENT PROJECTING ABOUT 6 INCHES ABOVE
 FO0969'THE GROUND AND STAMPED 3510625005 1973.
 FO0969
 FO0969                          STATION RECOVERY (2005)
 FO0969
 FO0969'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 FO0969'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0968 ***********************************************************************
 FO0968  DESIGNATION -  3510625006
 FO0968  PID         -  FO0968
 FO0968  STATE/COUNTY-  NM/TORRANCE
 FO0968  USGS QUAD   -  MORIARTY NORTH (1986)
 FO0968
 FO0968                         *CURRENT SURVEY CONTROL
 FO0968  ___________________________________________________________________
 FO0968* NAD 83(1992)-  35 01 21.20903(N)    106 05 33.16324(W)     ADJUSTED  
 FO0968* NAVD 88     -      1915.5    (meters)    6284.     (feet)  VERTCON   
 FO0968  ___________________________________________________________________
 FO0968  LAPLACE CORR-          -1.32  (seconds)                    DEFLEC99
 FO0968  GEOID HEIGHT-         -19.46  (meters)                     GEOID03
 FO0968
 FO0968  HORZ ORDER  -  SECOND
 FO0968
 FO0968.The horizontal coordinates were established by classical geodetic methods
 FO0968.and adjusted by the National Geodetic Survey in December 1993..
 FO0968
 FO0968.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO0968.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO0968
 FO0968.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO0968
 FO0968.The geoid height was determined by GEOID03.
 FO0968
 FO0968;                    North         East     Units Scale Factor Converg.
 FO0968;SPC NM C     -   446,087.906   514,368.371   MT  0.99990254   +0 05 25.3
 FO0968;SPC NM C     - 1,463,540.07  1,687,556.90   sFT  0.99990254   +0 05 25.3
 FO0968;UTM  13      - 3,876,090.083   400,328.719   MT  0.99972243   -0 37 37.4
 FO0968
 FO0968!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO0968!SPC NM C     -   0.99970248  x   0.99990254  =   0.99960505
 FO0968!UTM  13      -   0.99970248  x   0.99972243  =   0.99942499
 FO0968
 FO0968:                Primary Azimuth Mark                     Grid Az
 FO0968:SPC NM C     -  3510625007                               114 27 04.9
 FO0968:UTM  13      -  3510625007                               115 10 07.6
 FO0968
 FO0968|---------------------------------------------------------------------|
 FO0968| PID    Reference Object                     Distance      Geod. Az  |
 FO0968|                                                           dddmmss.s |
 FO0968| FO0967 3510625007                          APPROX. 2.5 KM 1143230.2 |
 FO0968|---------------------------------------------------------------------|
 FO0968
 FO0968                          SUPERSEDED SURVEY CONTROL
 FO0968
 FO0968  NAD 83(1986)-  35 01 21.22096(N)    106 05 33.16473(W) AD(       ) 2
 FO0968  NAD 27      -  35 01 21.04874(N)    106 05 31.07326(W) AD(       ) 2
 FO0968  NGVD 29 (07/19/86) 1914.6    (m)         6281.     (f) VERT ANG       
 FO0968
 FO0968.Superseded values are not recommended for survey control.
 FO0968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0968.See file dsdata.txt to determine how the superseded data were derived.
 FO0968
 FO0968_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDU0032976090(NAD 83)
 FO0968_MARKER: DD = SURVEY DISK
 FO0968_SETTING: 0 = UNSPECIFIED SETTING
 FO0968_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FO0968_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FO0968+SATELLITE: SATELLITE OBSERVATIONS - October 29, 2005
 FO0968
 FO0968  HISTORY     - Date     Condition        Report By
 FO0968  HISTORY     - 1973     MONUMENTED       NMHD
 FO0968  HISTORY     - 20051029 GOOD             GEOCAC
 FO0968
 FO0968                          STATION DESCRIPTION
 FO0968
 FO0968'DESCRIBED BY NM HIGHWAY DEPT 1973 (CWW)
 FO0968'THE STATION IS LOCATED IN TORRANCE COUNTY ALONG INTERSTATE 40
 FO0968'AND IS ABOUT 2.9 MILES AIRLINE WEST OF MORIARTY NEW MEXICO.
 FO0968'
 FO0968'TO REACH FROM THE INTERSECTION OF U.S. 66 AND STATE ROAD 41 IN
 FO0968'MORIARTY, GO WEST ON U.S. 66, 1.45 MILES TO AN INTERCHANGE
 FO0968'ON-RAMP.  GO WEST ON INTERSTATE 40, 1.7 MILES TO THE STATION ON
 FO0968'THE LEFT.  THE STATION IS 90 FEET SOUTH OF THE CENTER OF THE
 FO0968'EASTBOUND LANE OF INTERSTATE 40.
 FO0968'
 FO0968'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 FO0968'DISK SET IN A CONCRETE MONUMENT PROJECTING ABOUT 6 INCHES ABOVE
 FO0968'THE GROUND AND STAMPED 3510625006 1973.
 FO0968
 FO0968                          STATION RECOVERY (2005)
 FO0968
 FO0968'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 FO0968'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0967 ***********************************************************************
 FO0967  DESIGNATION -  3510625007
 FO0967  PID         -  FO0967
 FO0967  STATE/COUNTY-  NM/TORRANCE
 FO0967  USGS QUAD   -  MORIARTY NORTH (1986)
 FO0967
 FO0967                         *CURRENT SURVEY CONTROL
 FO0967  ___________________________________________________________________
 FO0967* NAD 83(1992)-  35 00 47.59198(N)    106 04 03.69956(W)     ADJUSTED  
 FO0967* NAVD 88     -      1909.9    (meters)    6266.     (feet)  VERTCON   
 FO0967  ___________________________________________________________________
 FO0967  LAPLACE CORR-          -1.03  (seconds)                    DEFLEC99
 FO0967  GEOID HEIGHT-         -19.48  (meters)                     GEOID03
 FO0967
 FO0967  HORZ ORDER  -  SECOND
 FO0967
 FO0967.The horizontal coordinates were established by classical geodetic methods
 FO0967.and adjusted by the National Geodetic Survey in December 1993..
 FO0967
 FO0967.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO0967.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO0967
 FO0967.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO0967
 FO0967.The geoid height was determined by GEOID03.
 FO0967
 FO0967;                    North         East     Units Scale Factor Converg.
 FO0967;SPC NM C     -   445,055.892   516,638.020   MT  0.99990341   +0 06 16.6
 FO0967;SPC NM C     - 1,460,154.21  1,695,003.24   sFT  0.99990341   +0 06 16.6
 FO0967;UTM  13      - 3,875,029.930   402,584.856   MT  0.99971695   -0 36 45.6
 FO0967
 FO0967!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO0967!SPC NM C     -   0.99970336  x   0.99990341  =   0.99960680
 FO0967!UTM  13      -   0.99970336  x   0.99971695  =   0.99942040
 FO0967
 FO0967:                Primary Azimuth Mark                     Grid Az
 FO0967:SPC NM C     -  3510625008                               105 56 32.1
 FO0967:UTM  13      -  3510625008                               106 39 34.3
 FO0967
 FO0967|---------------------------------------------------------------------|
 FO0967| PID    Reference Object                     Distance      Geod. Az  |
 FO0967|                                                           dddmmss.s |
 FO0967| FO0966 3510625008                          APPROX. 2.2 KM 1060248.7 |
 FO0967|---------------------------------------------------------------------|
 FO0967
 FO0967                          SUPERSEDED SURVEY CONTROL
 FO0967
 FO0967  NAD 83(1986)-  35 00 47.60408(N)    106 04 03.70105(W) AD(       ) 2
 FO0967  NAD 27      -  35 00 47.42932(N)    106 04 01.61331(W) AD(       ) 2
 FO0967  NGVD 29 (07/19/86) 1909.0    (m)         6263.     (f) VERT ANG       
 FO0967
 FO0967.Superseded values are not recommended for survey control.
 FO0967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0967.See file dsdata.txt to determine how the superseded data were derived.
 FO0967
 FO0967_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDU0258575030(NAD 83)
 FO0967_MARKER: DD = SURVEY DISK
 FO0967_SETTING: 0 = UNSPECIFIED SETTING
 FO0967_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FO0967
 FO0967  HISTORY     - Date     Condition        Report By
 FO0967  HISTORY     - 1973     MONUMENTED       NMHD
 FO0967  HISTORY     - 20051029 MARK NOT FOUND   GEOCAC
 FO0967
 FO0967                          STATION DESCRIPTION
 FO0967
 FO0967'DESCRIBED BY NM HIGHWAY DEPT 1973 (CWW)
 FO0967'THE STATION IS LOCATED ON TORRANCE COUNTY ALONG INTERSTATE 40
 FO0967'AND IS ABOUT 1.4 MILES AIRLINE WEST OF MORIARTY, NEW MEXICO.
 FO0967'
 FO0967'TO REACH FROM THE INTERSECTION OF U.S. 66 AND STATE ROAD 41 IN
 FO0967'MORIARTY, GO WEST ON U.S. 66 1.4 MILES TO AN INTERCHANGE.  THE
 FO0967'STATION IS ON THE INTERCHANGE OVERPASS AND IS ABOUT 15 FEET
 FO0967'SOUTH OF THE SOUTHWEST CORNER OF THE OVERPASS BRIDGE.
 FO0967'
 FO0967'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 FO0967'DISK, SET IN A CONCRETE MONUMENT PROJECTING ABOUT 6 INCHES
 FO0967'ABOVE THE GROUND AND STAMPED 3510625007, 1973.
 FO0967
 FO0967                          STATION RECOVERY (2005)
 FO0967
 FO0967'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 FO0967'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0966 ***********************************************************************
 FO0966  DESIGNATION -  3510625008
 FO0966  PID         -  FO0966
 FO0966  STATE/COUNTY-  NM/TORRANCE
 FO0966  USGS QUAD   -  MORIARTY NORTH (1986)
 FO0966
 FO0966                         *CURRENT SURVEY CONTROL
 FO0966  ___________________________________________________________________
 FO0966* NAD 83(1992)-  35 00 27.88631(N)    106 02 40.46599(W)     ADJUSTED  
 FO0966* NAVD 88     -      1904.3    (meters)    6248.     (feet)  VERTCON   
 FO0966  ___________________________________________________________________
 FO0966  X           -  -1,445,902.466 (meters)                     COMP
 FO0966  Y           -  -5,027,695.780 (meters)                     COMP
 FO0966  Z           -   3,639,652.126 (meters)                     COMP
 FO0966  LAPLACE CORR-          -0.70  (seconds)                    DEFLEC99
 FO0966  ELLIP HEIGHT-        1884.82  (meters)          (12/21/93) GPS OBS
 FO0966  GEOID HEIGHT-         -19.51  (meters)                     GEOID03
 FO0966
 FO0966  HORZ ORDER  -  SECOND
 FO0966  ELLP ORDER  -  FOURTH    CLASS I
 FO0966
 FO0966.The horizontal coordinates were established by classical geodetic methods
 FO0966.and adjusted by the National Geodetic Survey in December 1993..
 FO0966
 FO0966.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO0966.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO0966
 FO0966.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FO0966
 FO0966.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO0966
 FO0966.The ellipsoidal height was determined by GPS observations
 FO0966.and is referenced to NAD 83.
 FO0966
 FO0966.The geoid height was determined by GEOID03.
 FO0966
 FO0966;                    North         East     Units Scale Factor Converg.
 FO0966;SPC NM C     -   444,452.781   518,749.345   MT  0.99990433   +0 07 04.3
 FO0966;SPC NM C     - 1,458,175.50  1,701,930.14   sFT  0.99990433   +0 07 04.3
 FO0966;UTM  13      - 3,874,400.557   404,688.068   MT  0.99971196   -0 35 57.5
 FO0966
 FO0966!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO0966!SPC NM C     -   0.99970423  x   0.99990433  =   0.99960859
 FO0966!UTM  13      -   0.99970423  x   0.99971196  =   0.99941628
 FO0966
 FO0966:                Primary Azimuth Mark                     Grid Az
 FO0966:SPC NM C     -  3510625009                               093 55 26.9
 FO0966:UTM  13      -  3510625009                               094 38 28.7
 FO0966
 FO0966|---------------------------------------------------------------------|
 FO0966| PID    Reference Object                     Distance      Geod. Az  |
 FO0966|                                                           dddmmss.s |
 FO0966| FO0965 3510625009                          APPROX. 2.3 KM 0940231.2 |
 FO0966|---------------------------------------------------------------------|
 FO0966
 FO0966                          SUPERSEDED SURVEY CONTROL
 FO0966
 FO0966  NAD 83(1986)-  35 00 27.89842(N)    106 02 40.46751(W) AD(       ) 2
 FO0966  NAD 27      -  35 00 27.72155(N)    106 02 38.38283(W) AD(       ) 2
 FO0966  NGVD 29 (07/19/86) 1903.4    (m)         6245.     (f) VERT ANG       
 FO0966
 FO0966.Superseded values are not recommended for survey control.
 FO0966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0966.See file dsdata.txt to determine how the superseded data were derived.
 FO0966
 FO0966_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDU0468874401(NAD 83)
 FO0966_MARKER: DD = SURVEY DISK
 FO0966_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FO0966_SP_SET: CONCRETE POST
 FO0966_STAMPING: 3510625008 1973
 FO0966_MARK LOGO: NMHD  
 FO0966_MAGNETIC: N = NO MAGNETIC MATERIAL
 FO0966_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO0966+STABILITY: SURFACE MOTION
 FO0966_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FO0966+SATELLITE: SATELLITE OBSERVATIONS - January 15, 1992
 FO0966
 FO0966  HISTORY     - Date     Condition        Report By
 FO0966  HISTORY     - 1973     MONUMENTED       NMHD
 FO0966  HISTORY     - 1973     GOOD             NMHD
 FO0966  HISTORY     - 19911210 GOOD             NGS
 FO0966  HISTORY     - 19920115 GOOD
 FO0966  HISTORY     - 20060219 MARK NOT FOUND   GEOCAC
 FO0966
 FO0966                          STATION DESCRIPTION
 FO0966
 FO0966'DESCRIBED BY NM HIGHWAY DEPT 1973 (CWW)
 FO0966'THE STATION IS LOCATED IN TORRANCE COUNTY, NEW MEXICO, ALONG
 FO0966'INTERSTATE 40 AND IS ABOUT 0.5 MILES AIR LINE NORTH OF MORIARTY,
 FO0966'NEW MEXICO.
 FO0966'
 FO0966'TO REACH THE STATION FROM THE JUNCTION OF U.S. 66 AND S.R. 41,
 FO0966'GO NORTH ON S.R. 41 FOR 0.1 MILES.  STATION IS LOCATED ON THE
 FO0966'SOUTHEAST CORNER OF THE INTERSTATE BRIDGE.
 FO0966'
 FO0966'STATION IS A STANDARD NMSHC BRASS DISK SET IN A CONCRETE
 FO0966'MONUMENT AND IS STAMPED 3510625008, 1973.
 FO0966'
 FO0966'HEIGHT OF LIGHT ABOVE STATION MARK 5.0 METERS.
 FO0966
 FO0966                          STATION RECOVERY (1973)
 FO0966
 FO0966'RECOVERY NOTE BY NM HIGHWAY DEPT 1973
 FO0966'RECOVERED IN GOOD CONDITION.
 FO0966
 FO0966                          STATION RECOVERY (1991)
 FO0966
 FO0966'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 FO0966'THE STATION IS LOCATED AT THE STATE ROUTE 41 BRIDGE OVER INTERSTATE 40
 FO0966'IN MORIARTY.  OWNERSHIP--NEW MEXICO DEPARTMENT OF TRANSPORTATION.
 FO0966'TO REACH THE STATION FROM THE U.S. POST OFFICE IN MORIARTY, GO EAST ON
 FO0966'INTERSTATE HIGHWAY 40 BUSISNESS (OLD U.S. HIGHWAY 66) FOR 0.3 KM
 FO0966'(0.2 MI) TO THE JUNCTION WITH STATE ROUTE 41. TURN LEFT, NORTH, ON
 FO0966'ROUTE 41 FOR 0.3 KM (0.2 MI) TO THE STATION ON THE RIGHT AT THE TOP
 FO0966'OF A BANK WHICH IS SOUTHEAST OF THE SOUTHEAST CORNER OF THE I-40
 FO0966'OVERPASS BRIDGE.
 FO0966'THE STATION IS A STATE OF NEW MEXICO HIGHWAY COMMISSION DISK SET IN
 FO0966'THE TOP OF A CONCRETE MONUMENT.  IT IS 1.9 M (6.2 FT) EAST OF A
 FO0966'GUARDRAIL AND 4.8 M (15.7 FT) SOUTH OF THE I-40 RIGHT-OF-WAY FENCE.
 FO0966
 FO0966                          STATION RECOVERY (1992)
 FO0966
 FO0966'RECOVERED 1992
 FO0966'RECOVERED IN GOOD CONDITION.
 FO0966
 FO0966                          STATION RECOVERY (2006)
 FO0966
 FO0966'RECOVERY NOTE BY GEOCACHING 2006 (BMC)
 FO0966'THE BRIDGE HAS BEEN RECONSTRUCTED SOMETIME SINCE THE LAST RECOVERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0965 ***********************************************************************
 FO0965  DESIGNATION -  3510625009
 FO0965  PID         -  FO0965
 FO0965  STATE/COUNTY-  NM/TORRANCE
 FO0965  USGS QUAD   -  MORIARTY NORTH (1986)
 FO0965
 FO0965                         *CURRENT SURVEY CONTROL
 FO0965  ___________________________________________________________________
 FO0965* NAD 83(1992)-  35 00 22.67485(N)    106 01 10.98942(W)     ADJUSTED  
 FO0965* NAVD 88     -      1897.5    (meters)    6225.     (feet)  VERTCON   
 FO0965  ___________________________________________________________________
 FO0965  LAPLACE CORR-          -0.34  (seconds)                    DEFLEC99
 FO0965  GEOID HEIGHT-         -19.52  (meters)                     GEOID03
 FO0965
 FO0965  HORZ ORDER  -  SECOND
 FO0965
 FO0965.The horizontal coordinates were established by classical geodetic methods
 FO0965.and adjusted by the National Geodetic Survey in December 1993..
 FO0965
 FO0965.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO0965.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO0965
 FO0965.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO0965
 FO0965.The geoid height was determined by GEOID03.
 FO0965
 FO0965;                    North         East     Units Scale Factor Converg.
 FO0965;SPC NM C     -   444,297.144   521,018.212   MT  0.99990544   +0 07 55.6
 FO0965;SPC NM C     - 1,457,664.88  1,709,373.92   sFT  0.99990544   +0 07 55.6
 FO0965;UTM  13      - 3,874,216.571   406,954.366   MT  0.99970670   -0 35 06.1
 FO0965
 FO0965!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO0965!SPC NM C     -   0.99970531  x   0.99990544  =   0.99961078
 FO0965!UTM  13      -   0.99970531  x   0.99970670  =   0.99941210
 FO0965
 FO0965:                Primary Azimuth Mark                     Grid Az
 FO0965:SPC NM C     -  3510535001                               094 25 19.2
 FO0965:UTM  13      -  3510535001                               095 08 20.9
 FO0965
 FO0965|---------------------------------------------------------------------|
 FO0965| PID    Reference Object                     Distance      Geod. Az  |
 FO0965|                                                           dddmmss.s |
 FO0965| FN0659 3510535001                          APPROX. 2.7 KM 0943314.8 |
 FO0965|---------------------------------------------------------------------|
 FO0965
 FO0965                          SUPERSEDED SURVEY CONTROL
 FO0965
 FO0965  NAD 83(1986)-  35 00 22.68684(N)    106 01 10.99072(W) AD(       ) 2
 FO0965  NAD 27      -  35 00 22.50815(N)    106 01 08.90861(W) AD(       ) 2
 FO0965  NGVD 29 (07/19/86) 1896.6    (m)         6222.     (f) VERT ANG       
 FO0965
 FO0965.Superseded values are not recommended for survey control.
 FO0965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0965.See file dsdata.txt to determine how the superseded data were derived.
 FO0965
 FO0965_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDU0695474217(NAD 83)
 FO0965_MARKER: DD = SURVEY DISK
 FO0965_SETTING: 0 = UNSPECIFIED SETTING
 FO0965_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FO0965
 FO0965  HISTORY     - Date     Condition        Report By
 FO0965  HISTORY     - 1973     MONUMENTED       NMHD
 FO0965  HISTORY     - 20060219 MARK NOT FOUND   GEOCAC
 FO0965
 FO0965                          STATION DESCRIPTION
 FO0965
 FO0965'DESCRIBED BY NM HIGHWAY DEPT 1973 (CWW)
 FO0965'THE STATION IS LOCATED IN TORRANCE COUNTY, NEW MEXICO, ALONG
 FO0965'INTERSTATE 40 AND IS ABOUT 1.25 MILES AIR LINE EAST OF
 FO0965'MORIARTY, NEW MEXICO.
 FO0965'
 FO0965'TO REACH THE STATION FROM THE JUNCTION OF I-40 AND S.R. 41,
 FO0965'GO EAST ON I-40 FOR 1.4 MILES TO OFFRAMP BRIDGE.  THE STATION
 FO0965'IS LOCATED ON THE NORTHEAST CORNER OF THE BRIDGE AND IS NORTH
 FO0965'OF THE INTERSTATE.
 FO0965'
 FO0965'STATION IS A STANDARD NMSHC BRASS DISK SET IN A CONCRETE
 FO0965'MONUMENT AND IS STAMPED 3510625009, 1973.
 FO0965'
 FO0965'HEIGHT OF LIGHT ABOVE STATION MARK 5.0 METERS.
 FO0965
 FO0965                          STATION RECOVERY (2006)
 FO0965
 FO0965'RECOVERY NOTE BY GEOCACHING 2006 (BMC)
 FO0965'THE BRIDGE HAS BEEN RECONSTRUCTED SOMETIME SINCE THE LAST RECOVERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0531 ***********************************************************************
 FP0531  DESIGNATION -  3510845001
 FP0531  PID         -  FP0531
 FP0531  STATE/COUNTY-  NM/MCKINLEY
 FP0531  USGS QUAD   -  COYOTE CANYON NW (1970)
 FP0531
 FP0531                         *CURRENT SURVEY CONTROL
 FP0531  ___________________________________________________________________
 FP0531* NAD 83(1992)-  35 58 34.88977(N)    108 39 01.72090(W)     ADJUSTED  
 FP0531* NAVD 88     -      1829.1    (meters)    6001.     (feet)  VERTCON   
 FP0531  ___________________________________________________________________
 FP0531  LAPLACE CORR-          -6.37  (seconds)                    DEFLEC99
 FP0531  GEOID HEIGHT-         -20.83  (meters)                     GEOID03
 FP0531
 FP0531  HORZ ORDER  -  SECOND
 FP0531
 FP0531.The horizontal coordinates were established by classical geodetic methods
 FP0531.and adjusted by the National Geodetic Survey in December 1993..
 FP0531
 FP0531.The NAVD 88 height was computed by applying the VERTCON shift value to
 FP0531.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FP0531
 FP0531.The Laplace correction was computed from DEFLEC99 derived deflections.
 FP0531
 FP0531.The geoid height was determined by GEOID03.
 FP0531
 FP0531;                    North         East     Units Scale Factor Converg.
 FP0531;SPC NM W     -   552,207.813   756,306.597   MT  0.99998356   -0 28 48.2
 FP0531;SPC NM W     - 1,811,701.80  2,481,315.89   sFT  0.99998356   -0 28 48.2
 FP0531;UTM  12      - 3,983,878.627   711,838.569   MT  1.00015298   +1 22 50.7
 FP0531
 FP0531!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FP0531!SPC NM W     -   0.99971628  x   0.99998356  =   0.99969984
 FP0531!UTM  12      -   0.99971628  x   1.00015298  =   0.99986921
 FP0531
 FP0531:                Primary Azimuth Mark                     Grid Az
 FP0531:SPC NM W     -  3510845002                               183 46 04.4
 FP0531:UTM  12      -  3510845002                               181 54 25.5
 FP0531
 FP0531|---------------------------------------------------------------------|
 FP0531| PID    Reference Object                     Distance      Geod. Az  |
 FP0531|                                                           dddmmss.s |
 FP0531| FP0530 3510845002                          APPROX. 5.0 KM 1831716.2 |
 FP0531|---------------------------------------------------------------------|
 FP0531
 FP0531                          SUPERSEDED SURVEY CONTROL
 FP0531
 FP0531  NAD 83(1992)-  35 58 34.88959(N)    108 39 01.72149(W) AD(       ) 2
 FP0531  NAD 83(1986)-  35 58 34.89162(N)    108 39 01.72157(W) AD(       ) 2
 FP0531  NAD 27      -  35 58 34.84497(N)    108 38 59.42422(W) AD(       ) 2
 FP0531  NGVD 29 (07/19/86) 1828.1    (m)         5998.     (f) VERT ANG       
 FP0531
 FP0531.Superseded values are not recommended for survey control.
 FP0531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0531.See file dsdata.txt to determine how the superseded data were derived.
 FP0531
 FP0531_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYE1183983879(NAD 83)
 FP0531_MARKER: DD = SURVEY DISK
 FP0531_SETTING: 0 = UNSPECIFIED SETTING
 FP0531_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FP0531
 FP0531  HISTORY     - Date     Condition        Report By
 FP0531  HISTORY     - 1972     MONUMENTED       NMHD
 FP0531
 FP0531                          STATION DESCRIPTION
 FP0531
 FP0531'DESCRIBED BY NM HIGHWAY DEPT 1972 (CWW)
 FP0531'STATION IS LOCATED IN MCKINLEY COUNTY, NEW MEXICO, ON U. S. HIGHWAY
 FP0531'666, 34.8 MILES NORTH OF THE JUNCTION OF MALONEY STREET AND U. S.
 FP0531'666 IN GALLUP, NEW MEXICO, AND 0.1 MILE NORTHEAST OF NMSHC (0311)
 FP0531'36.
 FP0531'
 FP0531'TO REACH THE STATION FROM THE JUNCTION OF MALONEY STREET AND U. S.
 FP0531'666 IN GALLUP, NEW MEXICO, TRAVEL NORTH ON U. S. 666 34.7 MILES AND
 FP0531'TURN RIGHT (EAST).  STATION IS LOCATED ON LONG RIDGE RUNNING EAST
 FP0531'TO WEST, AND IS 400 FEET EAST OF CENTERLINE OF U. S. 666.
 FP0531'
 FP0531'STATION IS A STANDARD NMSHC BRASS DISK SET IN CONCRETE AND IS STAMPED
 FP0531'3510845001 1972.  IT IS 3 FEET WEST OF A METAL WITNESS POST AND 18
 FP0531'FEET NORTH OF THE EDGE OF RIDGE.
 FP0531'
 FP0531'HEIGHT OF LIGHT ABOVE STATION MARK 1.52 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0530 ***********************************************************************
 FP0530  DESIGNATION -  3510845002
 FP0530  PID         -  FP0530
 FP0530  STATE/COUNTY-  NM/MCKINLEY
 FP0530  USGS QUAD   -  COYOTE CANYON NW (1970)
 FP0530
 FP0530                         *CURRENT SURVEY CONTROL
 FP0530  ___________________________________________________________________
 FP0530* NAD 83(1992)-  35 55 54.41137(N)    108 39 13.05622(W)     ADJUSTED  
 FP0530* NAVD 88     -      1840.8    (meters)    6039.     (feet)  VERTCON   
 FP0530  ___________________________________________________________________
 FP0530  LAPLACE CORR-          -6.25  (seconds)                    DEFLEC99
 FP0530  GEOID HEIGHT-         -20.82  (meters)                     GEOID03
 FP0530
 FP0530  HORZ ORDER  -  SECOND
 FP0530
 FP0530.The horizontal coordinates were established by classical geodetic methods
 FP0530.and adjusted by the National Geodetic Survey in December 1993..
 FP0530
 FP0530.The NAVD 88 height was computed by applying the VERTCON shift value to
 FP0530.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FP0530
 FP0530.The Laplace correction was computed from DEFLEC99 derived deflections.
 FP0530
 FP0530.The geoid height was determined by GEOID03.
 FP0530
 FP0530;                    North         East     Units Scale Factor Converg.
 FP0530;SPC NM W     -   547,264.232   755,981.050   MT  0.99998415   -0 28 53.0
 FP0530;SPC NM W     - 1,795,482.73  2,480,247.83   sFT  0.99998415   -0 28 53.0
 FP0530;UTM  12      - 3,978,926.249   711,673.604   MT  1.00015213   +1 22 38.7
 FP0530
 FP0530!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FP0530!SPC NM W     -   0.99971444  x   0.99998415  =   0.99969859
 FP0530!UTM  12      -   0.99971444  x   1.00015213  =   0.99986653
 FP0530
 FP0530:                Primary Azimuth Mark                     Grid Az
 FP0530:SPC NM W     -  3510845003                               182 06 01.3
 FP0530:UTM  12      -  3510845003                               180 14 29.6
 FP0530
 FP0530|---------------------------------------------------------------------|
 FP0530| PID    Reference Object                     Distance      Geod. Az  |
 FP0530|                                                           dddmmss.s |
 FP0530| FP0529 3510845003                          APPROX. 3.7 KM 1813708.3 |
 FP0530|---------------------------------------------------------------------|
 FP0530
 FP0530                          SUPERSEDED SURVEY CONTROL
 FP0530
 FP0530  NAD 83(1992)-  35 55 54.41126(N)    108 39 13.05689(W) AD(       ) 2
 FP0530  NAD 83(1986)-  35 55 54.41341(N)    108 39 13.05707(W) AD(       ) 2
 FP0530  NAD 27      -  35 55 54.36232(N)    108 39 10.75851(W) AD(       ) 2
 FP0530  NGVD 29 (07/19/86) 1839.8    (m)         6036.     (f) VERT ANG       
 FP0530
 FP0530.Superseded values are not recommended for survey control.
 FP0530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0530.See file dsdata.txt to determine how the superseded data were derived.
 FP0530
 FP0530_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYE1167478926(NAD 83)
 FP0530_MARKER: DD = SURVEY DISK
 FP0530_SETTING: 0 = UNSPECIFIED SETTING
 FP0530_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FP0530
 FP0530  HISTORY     - Date     Condition        Report By
 FP0530  HISTORY     - 1972     MONUMENTED       NMHD
 FP0530
 FP0530                          STATION DESCRIPTION
 FP0530
 FP0530'DESCRIBED BY NM HIGHWAY DEPT 1972 (CWW)
 FP0530'STATION IS LOCATED IN MCKINLEY COUNTY, NEW MEXICO, ON U. S. HIGHWAY
 FP0530'666, 32.4 MILES NORTH OF THE JUNCTION OF MALONEY STREET AND U. S.
 FP0530'666 IN GALLUP, NEW MEXICO, AND 500 FEET SOUTHWEST OF NMSHC MILEPOST
 FP0530'NUMBER (0311) 33.
 FP0530'
 FP0530'TO REACH THE STATION FROM THE JUNCTION OF MALONEY STREET AND U. S.
 FP0530'666 IN GALLUP, TRAVEL NORTH ON U. S. 666 32.4 MILES.  STATION IS 42
 FP0530'FEET WEST OF CENTERLINE OF U. S. 666 FROM THIS POINT.  IT IS 500
 FP0530'FEET SOUTH OF NMSHC MAINTENANCE YARD GATE AND 4.4 FEET NORTH OF THE
 FP0530'NORTHWEST HEADWALL ON A BOX CULVERT.
 FP0530'
 FP0530'STATION IS A STANDARD NMSHC BRASS DISK SET IN CONCRETE AND IS STAMPED
 FP0530'3510845002 1972.  IT IS 2.4 FEET EAST OF A METAL WITNESS POST.
 FP0530'
 FP0530'HEIGHT OF LIGHT ABOVE STATION MARK 1.52 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0529 ***********************************************************************
 FP0529  DESIGNATION -  3510845003
 FP0529  PID         -  FP0529
 FP0529  STATE/COUNTY-  NM/MCKINLEY
 FP0529  USGS QUAD   -  COYOTE CANYON NW (1970)
 FP0529
 FP0529                         *CURRENT SURVEY CONTROL
 FP0529  ___________________________________________________________________
 FP0529* NAD 83(1992)-  35 53 54.00775(N)    108 39 17.23873(W)     ADJUSTED  
 FP0529* NAVD 88     -      1843.9    (meters)    6050.     (feet)  VERTCON   
 FP0529  ___________________________________________________________________
 FP0529  LAPLACE CORR-          -4.96  (seconds)                    DEFLEC99
 FP0529  GEOID HEIGHT-         -20.83  (meters)                     GEOID03
 FP0529
 FP0529  HORZ ORDER  -  SECOND
 FP0529
 FP0529.The horizontal coordinates were established by classical geodetic methods
 FP0529.and adjusted by the National Geodetic Survey in December 1993..
 FP0529
 FP0529.The NAVD 88 height was computed by applying the VERTCON shift value to
 FP0529.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FP0529
 FP0529.The Laplace correction was computed from DEFLEC99 derived deflections.
 FP0529
 FP0529.The geoid height was determined by GEOID03.
 FP0529
 FP0529;                    North         East     Units Scale Factor Converg.
 FP0529;SPC NM W     -   543,554.282   755,845.003   MT  0.99998440   -0 28 54.1
 FP0529;SPC NM W     - 1,783,311.01  2,479,801.48   sFT  0.99998440   -0 28 54.1
 FP0529;UTM  12      - 3,975,213.215   711,657.915   MT  1.00015205   +1 22 32.2
 FP0529
 FP0529!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FP0529!SPC NM W     -   0.99971395  x   0.99998440  =   0.99969836
 FP0529!UTM  12      -   0.99971395  x   1.00015205  =   0.99986596
 FP0529
 FP0529:                Primary Azimuth Mark                     Grid Az
 FP0529:SPC NM W     -  3510845004                               232 50 43.1
 FP0529:UTM  12      -  3510845004                               230 59 16.8
 FP0529
 FP0529|---------------------------------------------------------------------|
 FP0529| PID    Reference Object                     Distance      Geod. Az  |
 FP0529|                                                           dddmmss.s |
 FP0529| FP0528 3510845004                          APPROX. 2.6 KM 2322149.0 |
 FP0529|---------------------------------------------------------------------|
 FP0529
 FP0529                          SUPERSEDED SURVEY CONTROL
 FP0529
 FP0529  NAD 83(1992)-  35 53 54.00774(N)    108 39 17.23949(W) AD(       ) 2
 FP0529  NAD 83(1986)-  35 53 54.01003(N)    108 39 17.23966(W) AD(       ) 2
 FP0529  NAD 27      -  35 53 53.95542(N)    108 39 14.94101(W) AD(       ) 2
 FP0529  NGVD 29 (07/19/86) 1842.9    (m)         6046.     (f) VERT ANG       
 FP0529
 FP0529.Superseded values are not recommended for survey control.
 FP0529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0529.See file dsdata.txt to determine how the superseded data were derived.
 FP0529
 FP0529_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYE1165875213(NAD 83)
 FP0529_MARKER: DD = SURVEY DISK
 FP0529_SETTING: 66 = SET IN ROCK OUTCROP
 FP0529_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 FP0529_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FP0529+STABILITY: POSITION/ELEVATION WELL
 FP0529
 FP0529  HISTORY     - Date     Condition        Report By
 FP0529  HISTORY     - 1972     MONUMENTED       NMHD
 FP0529
 FP0529                          STATION DESCRIPTION
 FP0529
 FP0529'DESCRIBED BY NM HIGHWAY DEPT 1972 (CWW)
 FP0529'STATION IS LOCATED IN MCKINLEY COUNTY, NEW MEXICO, ON U. S. HIGHWAY
 FP0529'666, 29.3 MILES NORTH OF THE JUNCTION OF MALONEY STREET AND U. S.
 FP0529'666 IN GALLUP, NEW MEXICO, AND 0.7 MILE NORTH OF NMSHC MILEPOST
 FP0529'NUMBER (0311) 30.
 FP0529'
 FP0529'TO REACH THE STATION FROM THE JUNCTION OF MALONEY STREET AND U. S.
 FP0529'666 IN GALLUP, TRAVEL NORTH ON U. S. 666 29.3 MILES AND TURN RIGHT
 FP0529'(EAST).  STATION IS 308 FEET EAST OF CENTERLINE OF U. S. 666, ON A
 FP0529'SMALL ROCKY HILL NORTHWEST OF EL PASO NATURAL GAS COMPANY PUMPING
 FP0529'STATION.
 FP0529'
 FP0529'STATION IS A STANDARD NMSHC BRASS DISK CEMENTED IN A DRILL HOLE IN
 FP0529'BEDROCK AND IS STAMPED 3510845003 1972.  IT IS 6 FEET WEST OF A
 FP0529'METAL WITNESS POST.
 FP0529'
 FP0529'HEIGHT OF LIGHT ABOVE STATION MARK 1.52 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0528 ***********************************************************************
 FP0528  DESIGNATION -  3510845004
 FP0528  PID         -  FP0528
 FP0528  STATE/COUNTY-  NM/MCKINLEY
 FP0528  USGS QUAD   -  COYOTE CANYON NW (1970)
 FP0528
 FP0528                         *CURRENT SURVEY CONTROL
 FP0528  ___________________________________________________________________
 FP0528* NAD 83(1992)-  35 53 02.10027(N)    108 40 39.94377(W)     ADJUSTED  
 FP0528* NAVD 88     -      1893.6    (meters)    6213.     (feet)  VERTCON   
 FP0528  ___________________________________________________________________
 FP0528  LAPLACE CORR-          -4.95  (seconds)                    DEFLEC99
 FP0528  GEOID HEIGHT-         -20.79  (meters)                     GEOID03
 FP0528
 FP0528  HORZ ORDER  -  SECOND
 FP0528
 FP0528.The horizontal coordinates were established by classical geodetic methods
 FP0528.and adjusted by the National Geodetic Survey in December 1993..
 FP0528
 FP0528.The NAVD 88 height was computed by applying the VERTCON shift value to
 FP0528.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FP0528
 FP0528.The Laplace correction was computed from DEFLEC99 derived deflections.
 FP0528
 FP0528.The geoid height was determined by GEOID03.
 FP0528
 FP0528;                    North         East     Units Scale Factor Converg.
 FP0528;SPC NM W     -   541,972.180   753,757.241   MT  0.99998827   -0 29 41.9
 FP0528;SPC NM W     - 1,778,120.39  2,472,951.88   sFT  0.99998827   -0 29 41.9
 FP0528;UTM  12      - 3,973,564.026   709,622.191   MT  1.00014148   +1 21 42.0
 FP0528
 FP0528!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FP0528!SPC NM W     -   0.99970615  x   0.99998827  =   0.99969442
 FP0528!UTM  12      -   0.99970615  x   1.00014148  =   0.99984759
 FP0528
 FP0528:                Primary Azimuth Mark                     Grid Az
 FP0528:SPC NM W     -  3510845005                               242 43 44.5
 FP0528:UTM  12      -  3510845005                               240 52 20.6
 FP0528
 FP0528|---------------------------------------------------------------------|
 FP0528| PID    Reference Object                     Distance      Geod. Az  |
 FP0528|                                                           dddmmss.s |
 FP0528| FP0527 3510845005                          APPROX. 5.1 KM 2421402.6 |
 FP0528|---------------------------------------------------------------------|
 FP0528
 FP0528                          SUPERSEDED SURVEY CONTROL
 FP0528
 FP0528  NAD 83(1992)-  35 53 02.10033(N)    108 40 39.94453(W) AD(       ) 2
 FP0528  NAD 83(1986)-  35 53 02.10250(N)    108 40 39.94465(W) AD(       ) 2
 FP0528  NAD 27      -  35 53 02.04767(N)    108 40 37.64445(W) AD(       ) 2
 FP0528  NGVD 29 (07/19/86) 1892.6    (m)         6209.     (f) VERT ANG       
 FP0528
 FP0528.Superseded values are not recommended for survey control.
 FP0528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0528.See file dsdata.txt to determine how the superseded data were derived.
 FP0528
 FP0528_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYE0962273564(NAD 83)
 FP0528_MARKER: DD = SURVEY DISK
 FP0528_SETTING: 0 = UNSPECIFIED SETTING
 FP0528_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FP0528
 FP0528  HISTORY     - Date     Condition        Report By
 FP0528  HISTORY     - 1972     MONUMENTED       NMHD
 FP0528
 FP0528                          STATION DESCRIPTION
 FP0528
 FP0528'DESCRIBED BY NM HIGHWAY DEPT 1972 (CWW)
 FP0528'STATION IS LOCATED IN MCKINLEY COUNTY, NEW MEXICO, ON U. S. HIGHWAY
 FP0528'666, 27.6 MILES NORTH OF THE JUNCTION OF MALONEY STREET AND U. S.
 FP0528'666 IN GALLUP, NEW MEXICO, AND 72 FEET NORTHWEST OF NMSHC MILEPOST
 FP0528'NUMBER (0311) 29.
 FP0528'
 FP0528'TO REACH THE STATION FROM THE JUNCTION OF MALONEY STREET AND U. S.
 FP0528'666 IN GALLUP, TRAVEL NORTH ON U. S. 666 27.6 MILES.  STATION IS 96
 FP0528'FEET LEFT (WEST) OF CENTERLINE OF U. S. 666 FROM THIS POINT.
 FP0528'
 FP0528'STATION IS A STANDARD NMSHC BRASS DISK SET IN CONCRETE AND IS STAMPED
 FP0528'3510845004 1972.  IT IS 2.5 FEET SOUTH OF A METAL WITNESS POST.
 FP0528'
 FP0528'HEIGHT OF LIGHT ABOVE STATION MARK 1.52 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0527 ***********************************************************************
 FP0527  DESIGNATION -  3510845005
 FP0527  PID         -  FP0527
 FP0527  STATE/COUNTY-  NM/MCKINLEY
 FP0527  USGS QUAD   -  CHUSKA LAKE (1970)
 FP0527
 FP0527                         *CURRENT SURVEY CONTROL
 FP0527  ___________________________________________________________________
 FP0527* NAD 83(1992)-  35 51 44.76767(N)    108 43 40.30292(W)     ADJUSTED  
 FP0527* NAVD 88     -      1975.8    (meters)    6482.     (feet)  VERTCON   
 FP0527  ___________________________________________________________________
 FP0527  LAPLACE CORR-          -4.71  (seconds)                    DEFLEC99
 FP0527  GEOID HEIGHT-         -20.70  (meters)                     GEOID03
 FP0527
 FP0527  HORZ ORDER  -  SECOND
 FP0527
 FP0527.The horizontal coordinates were established by classical geodetic methods
 FP0527.and adjusted by the National Geodetic Survey in December 1993..
 FP0527
 FP0527.The NAVD 88 height was computed by applying the VERTCON shift value to
 FP0527.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FP0527
 FP0527.The Laplace correction was computed from DEFLEC99 derived deflections.
 FP0527
 FP0527.The geoid height was determined by GEOID03.
 FP0527
 FP0527;                    North         East     Units Scale Factor Converg.
 FP0527;SPC NM W     -   539,629.036   749,211.856   MT  0.99999706   -0 31 26.7
 FP0527;SPC NM W     - 1,770,432.93  2,458,039.23   sFT  0.99999706   -0 31 26.7
 FP0527;UTM  12      - 3,971,074.544   705,154.472   MT  1.00011865   +1 19 53.7
 FP0527
 FP0527!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FP0527!SPC NM W     -   0.99969324  x   0.99999706  =   0.99969030
 FP0527!UTM  12      -   0.99969324  x   1.00011865  =   0.99981186
 FP0527
 FP0527:                Primary Azimuth Mark                     Grid Az
 FP0527:SPC NM W     -  3510845004                               062 43 43.6
 FP0527:UTM  12      -  3510845004                               060 52 23.2
 FP0527
 FP0527|---------------------------------------------------------------------|
 FP0527| PID    Reference Object                     Distance      Geod. Az  |
 FP0527|                                                           dddmmss.s |
 FP0527| FP0528 3510845004                          APPROX. 5.1 KM 0621216.9 |
 FP0527|---------------------------------------------------------------------|
 FP0527
 FP0527                          SUPERSEDED SURVEY CONTROL
 FP0527
 FP0527  NAD 83(1992)-  35 51 44.76778(N)    108 43 40.30377(W) AD(       ) 2
 FP0527  NAD 83(1986)-  35 51 44.76970(N)    108 43 40.30350(W) AD(       ) 2
 FP0527  NAD 27      -  35 51 44.71715(N)    108 43 37.99952(W) AD(       ) 2
 FP0527  NGVD 29 (07/19/86) 1974.8    (m)         6479.     (f) VERT ANG       
 FP0527
 FP0527.Superseded values are not recommended for survey control.
 FP0527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0527.See file dsdata.txt to determine how the superseded data were derived.
 FP0527
 FP0527_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYE0515471075(NAD 83)
 FP0527_MARKER: DD = SURVEY DISK
 FP0527_SETTING: 0 = UNSPECIFIED SETTING
 FP0527_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FP0527_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FP0527+SATELLITE: SATELLITE OBSERVATIONS - October 25, 2005
 FP0527
 FP0527  HISTORY     - Date     Condition        Report By
 FP0527  HISTORY     - 1972     MONUMENTED       NMHD
 FP0527  HISTORY     - 20051025 GOOD             INDIV
 FP0527
 FP0527                          STATION DESCRIPTION
 FP0527
 FP0527'DESCRIBED BY NM HIGHWAY DEPT 1972 (CWW)
 FP0527'STATION IS LOCATED IN MCKINLEY COUNTY, NEW MEXICO, ON U. S. HIGHWAY
 FP0527'666, 24.8 MILES NORTH OF THE JUNCTION OF MALONEY STREET AND U. S.
 FP0527'666 IN GALLUP, NEW MEXICO, AND 1.0 MILE NORTH OF NMSHC MILEPOST
 FP0527'NUMBER (0311) 25.
 FP0527'
 FP0527'TO REACH THE STATION FROM THE JUNCTION OF MALONEY STREET AND U. S.
 FP0527'666 IN GALLUP, TRAVEL NORTH ON U. S. 666 24.4 MILES TO TURNOFF AND
 FP0527'CATTLEGUARD ON RIGHT (WEST).  CATTLEGUARD IS LOCATED ON THE
 FP0527'APPROCH TO A LARGE CUT ON U. S. 666.  TURN RIGHT (EAST) AND TRAVEL
 FP0527'0.4 MILE AROUND A GRAVEL PIT ON THE MAIN TRACK ROAD.  STATION IS
 FP0527'LOCATED ON HIGH ROCK HILL OVERLOOKING U. S. 666.
 FP0527'
 FP0527'STATION IS A STANDARD NMSHC BRASS DISK SET IN CONCRETE AND IS
 FP0527'STAMPED 3510845005 1972.  IT IS 1.5 FEET NORTH OF A METAL WITNESS
 FP0527'POST.
 FP0527'
 FP0527'HEIGHT OF LIGHT ABOVE STATION MARK 1.52 METER.
 FP0527
 FP0527                          STATION RECOVERY (2005)
 FP0527
 FP0527'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (KAM)
 FP0527'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0568 ***********************************************************************
 FP0568  DESIGNATION -  3510845006
 FP0568  PID         -  FP0568
 FP0568  STATE/COUNTY-  NM/MCKINLEY
 FP0568  USGS QUAD   -  TOHATCHI (1982)
 FP0568
 FP0568                         *CURRENT SURVEY CONTROL
 FP0568  ___________________________________________________________________
 FP0568* NAD 83(1992)-  35 48 18.14806(N)    108 46 04.98469(W)     ADJUSTED  
 FP0568* NAVD 88     -      1946.1    (meters)    6385.     (feet)  VERTCON   
 FP0568  ___________________________________________________________________
 FP0568  LAPLACE CORR-          -2.33  (seconds)                    DEFLEC99
 FP0568  GEOID HEIGHT-         -20.77  (meters)                     GEOID03
 FP0568
 FP0568  HORZ ORDER  -  SECOND
 FP0568
 FP0568.The horizontal coordinates were established by classical geodetic methods
 FP0568.and adjusted by the National Geodetic Survey in December 1993..
 FP0568
 FP0568.The NAVD 88 height was computed by applying the VERTCON shift value to
 FP0568.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FP0568
 FP0568.The Laplace correction was computed from DEFLEC99 derived deflections.
 FP0568
 FP0568.The geoid height was determined by GEOID03.
 FP0568
 FP0568;                    North         East     Units Scale Factor Converg.
 FP0568;SPC NM W     -   533,295.004   745,521.283   MT  1.00000458   -0 32 48.7
 FP0568;SPC NM W     - 1,749,652.03  2,445,931.08   sFT  1.00000458   -0 32 48.7
 FP0568;UTM  12      - 3,964,623.702   701,670.414   MT  1.00010119   +1 18 22.3
 FP0568
 FP0568!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FP0568!SPC NM W     -   0.99969791  x   1.00000458  =   0.99970249
 FP0568!UTM  12      -   0.99969791  x   1.00010119  =   0.99979907
 FP0568
 FP0568:                Primary Azimuth Mark                     Grid Az
 FP0568:SPC NM W     -  3510845007                               184 55 43.9
 FP0568:UTM  12      -  3510845007                               183 04 32.9
 FP0568
 FP0568|---------------------------------------------------------------------|
 FP0568| PID    Reference Object                     Distance      Geod. Az  |
 FP0568|                                                           dddmmss.s |
 FP0568| FP0553 3510845007                          APPROX. 8.0 KM 1842255.2 |
 FP0568|---------------------------------------------------------------------|
 FP0568
 FP0568                          SUPERSEDED SURVEY CONTROL
 FP0568
 FP0568  NAD 83(1992)-  35 48 18.14815(N)    108 46 04.98564(W) AD(       ) 2
 FP0568  NAD 83(1986)-  35 48 18.14987(N)    108 46 04.98521(W) AD(       ) 2
 FP0568  NAD 27      -  35 48 18.09277(N)    108 46 02.67768(W) AD(       ) 2
 FP0568  NGVD 29 (07/19/86) 1945.1    (m)         6382.     (f) VERT ANG       
 FP0568
 FP0568.Superseded values are not recommended for survey control.
 FP0568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0568.See file dsdata.txt to determine how the superseded data were derived.
 FP0568
 FP0568_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYE0167064624(NAD 83)
 FP0568_MARKER: DD = SURVEY DISK
 FP0568_SETTING: 0 = UNSPECIFIED SETTING
 FP0568_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FP0568
 FP0568  HISTORY     - Date     Condition        Report By
 FP0568  HISTORY     - 1972     MONUMENTED       NMHD
 FP0568
 FP0568                          STATION DESCRIPTION
 FP0568
 FP0568'DESCRIBED BY NM HIGHWAY DEPT 1972 (CWW)
 FP0568'STATION IS LOCATED IN MCKINLEY COUNTY, NEW MEXICO, ON U. S. HIGHWAY
 FP0568'666, 19.5 MILES NORTH OF THE INTERSECTION OF MALONEY STREET AND
 FP0568'U. S. 666 IN GALLUP, NEW MEXICO, AND 0.3 MILE SOUTH OF MILEPOST
 FP0568'NUMBER (0311) 21.
 FP0568'
 FP0568'TO REACH THE STATION FROM THE INTERSECTION OF MALONEY STREET AND
 FP0568'U. S. 666 IN GALLUP, NEW MEXICO, TRAVEL NORTH ON U. S. 666 FOR 19.5
 FP0568'MILES AND TURN LEFT (WEST).  STATION IS LOCATED ON TOP OF SMALL
 FP0568'HILL AND IS 235 FEET WEST OF CENTERLINE OF U. S. 666.
 FP0568'
 FP0568'STATION IS A STANDARD NMSHC BRASS DISK SET IN CONCRETE AND IS STAMPED
 FP0568'3510845006 1972.  IT IS 2.7 FEET EAST OF A METAL WITNESS POST.
 FP0568'
 FP0568'HEIGHT OF LIGHT ABOVE STATION MARK 1.52 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0553 ***********************************************************************
 FP0553  DESIGNATION -  3510845007
 FP0553  PID         -  FP0553
 FP0553  STATE/COUNTY-  NM/MCKINLEY
 FP0553  USGS QUAD   -  TWIN LAKES (1979)
 FP0553
 FP0553                         *CURRENT SURVEY CONTROL
 FP0553  ___________________________________________________________________
 FP0553* NAD 83(1992)-  35 44 00.72853(N)    108 46 29.17810(W)     ADJUSTED  
 FP0553* NAVD 88     -      1927.1    (meters)    6322.     (feet)  VERTCON   
 FP0553  ___________________________________________________________________
 FP0553  LAPLACE CORR-          -1.05  (seconds)                    DEFLEC99
 FP0553  GEOID HEIGHT-         -20.88  (meters)                     GEOID03
 FP0553
 FP0553  HORZ ORDER  -  SECOND
 FP0553
 FP0553.The horizontal coordinates were established by classical geodetic methods
 FP0553.and adjusted by the National Geodetic Survey in December 1993..
 FP0553
 FP0553.The NAVD 88 height was computed by applying the VERTCON shift value to
 FP0553.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FP0553
 FP0553.The Laplace correction was computed from DEFLEC99 derived deflections.
 FP0553
 FP0553.The geoid height was determined by GEOID03.
 FP0553
 FP0553;                    North         East     Units Scale Factor Converg.
 FP0553;SPC NM W     -   525,367.276   744,837.680   MT  1.00000601   -0 32 59.5
 FP0553;SPC NM W     - 1,723,642.47  2,443,688.29   sFT  1.00000601   -0 32 59.5
 FP0553;UTM  12      - 3,956,677.273   701,243.261   MT  1.00009907   +1 18 00.0
 FP0553
 FP0553!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FP0553!SPC NM W     -   0.99970090  x   1.00000601  =   0.99970691
 FP0553!UTM  12      -   0.99970090  x   1.00009907  =   0.99979994
 FP0553
 FP0553:                Primary Azimuth Mark                     Grid Az
 FP0553:SPC NM W     -  3510845008                               180 05 43.6
 FP0553:UTM  12      -  3510845008                               178 14 44.1
 FP0553
 FP0553|---------------------------------------------------------------------|
 FP0553| PID    Reference Object                     Distance      Geod. Az  |
 FP0553|                                                           dddmmss.s |
 FP0553| FP0554 3510845008                          APPROX. 3.1 KM 1793244.1 |
 FP0553|---------------------------------------------------------------------|
 FP0553
 FP0553                          SUPERSEDED SURVEY CONTROL
 FP0553
 FP0553  NAD 83(1992)-  35 44 00.72858(N)    108 46 29.17912(W) AD(       ) 2
 FP0553  NAD 83(1986)-  35 44 00.73004(N)    108 46 29.17864(W) AD(       ) 2
 FP0553  NAD 27      -  35 44 00.66562(N)    108 46 26.86893(W) AD(       ) 2
 FP0553  NGVD 29 (07/19/86) 1926.2    (m)         6320.     (f) VERT ANG       
 FP0553
 FP0553.Superseded values are not recommended for survey control.
 FP0553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0553.See file dsdata.txt to determine how the superseded data were derived.
 FP0553
 FP0553_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYE0124356677(NAD 83)
 FP0553_MARKER: DD = SURVEY DISK
 FP0553_SETTING: 0 = UNSPECIFIED SETTING
 FP0553_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FP0553
 FP0553  HISTORY     - Date     Condition        Report By
 FP0553  HISTORY     - 1972     MONUMENTED       NMHD
 FP0553
 FP0553                          STATION DESCRIPTION
 FP0553
 FP0553'DESCRIBED BY NM HIGHWAY DEPT 1972 (CWW)
 FP0553'STATION IS LOCATED IN MCKINLEY COUNTY, NEW MEXICO, ON U. S. HIGHWAY
 FP0553'666, 14.6 MILES NORTH OF THE INTERSECTION OF MALONEY STREET AND
 FP0553'U. S. 666 IN GALLUP, NEW MEXICO, AND 0.7 MILE NORTH OF NMSHC
 FP0553'MILEPOST NUMBER (0311) 15.
 FP0553'
 FP0553'TO REACH THE STATION FROM THE INTERSECTION OF MALONEY STREET AND
 FP0553'U. S. 666 IN GALLUP, NEW MEXICO, TRAVEL NORTH ON U. S. 666 14.6
 FP0553'MILES AND TURN LEFT (WEST).  STATION IS LOCATED ON TOP OF SMALL CUT,
 FP0553'AND IS 100 FEET WEST OF CENTERLINE OF U. S. 666.
 FP0553'
 FP0553'STATION IS A STANDARD NMSHC BRASS DISK SET IN CONCRETE AND IS STAMPED
 FP0553'3510845007 1972.  IT IS 2 FEET EAST OF A METAL WITNESS POST AND
 FP0553'FENCE LINE.
 FP0553'
 FP0553'HEIGHT OF LIGHT ABOVE STATION MARK 1.52 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0554 ***********************************************************************
 FP0554  DESIGNATION -  3510845008
 FP0554  PID         -  FP0554
 FP0554  STATE/COUNTY-  NM/MCKINLEY
 FP0554  USGS QUAD   -  TWIN LAKES (1979)
 FP0554
 FP0554                         *CURRENT SURVEY CONTROL
 FP0554  ___________________________________________________________________
 FP0554* NAD 83(1992)-  35 42 21.58361(N)    108 46 28.21400(W)     ADJUSTED  
 FP0554* NAVD 88     -      1951.5    (meters)    6403.     (feet)  VERTCON   
 FP0554  ___________________________________________________________________
 FP0554  LAPLACE CORR-          -0.75  (seconds)                    DEFLEC99
 FP0554  GEOID HEIGHT-         -20.92  (meters)                     GEOID03
 FP0554
 FP0554  HORZ ORDER  -  SECOND
 FP0554
 FP0554.The horizontal coordinates were established by classical geodetic methods
 FP0554.and adjusted by the National Geodetic Survey in December 1993..
 FP0554
 FP0554.The NAVD 88 height was computed by applying the VERTCON shift value to
 FP0554.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FP0554
 FP0554.The Laplace correction was computed from DEFLEC99 derived deflections.
 FP0554
 FP0554.The geoid height was determined by GEOID03.
 FP0554
 FP0554;                    North         East     Units Scale Factor Converg.
 FP0554;SPC NM W     -   522,311.470   744,832.600   MT  1.00000602   -0 32 57.6
 FP0554;SPC NM W     - 1,713,616.88  2,443,671.62   sFT  1.00000602   -0 32 57.6
 FP0554;UTM  12      - 3,953,622.609   701,336.802   MT  1.00009954   +1 17 57.5
 FP0554
 FP0554!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FP0554!SPC NM W     -   0.99969708  x   1.00000602  =   0.99970309
 FP0554!UTM  12      -   0.99969708  x   1.00009954  =   0.99979659
 FP0554
 FP0554:                Primary Azimuth Mark                     Grid Az
 FP0554:SPC NM W     -  GLO STATION 8 RM 1                       180 08 48.2
 FP0554:UTM  12      -  GLO STATION 8 RM 1                       178 17 53.1
 FP0554
 FP0554|---------------------------------------------------------------------|
 FP0554| PID    Reference Object                     Distance      Geod. Az  |
 FP0554|                                                           dddmmss.s |
 FP0554| FP0555 GLO STATION 8 RM 1                  APPROX. 5.8 KM 1793550.6 |
 FP0554|---------------------------------------------------------------------|
 FP0554
 FP0554                          SUPERSEDED SURVEY CONTROL
 FP0554
 FP0554  NAD 83(1992)-  35 42 21.58372(N)    108 46 28.21502(W) AD(       ) 2
 FP0554  NAD 83(1986)-  35 42 21.58494(N)    108 46 28.21468(W) AD(       ) 2
 FP0554  NAD 27      -  35 42 21.51683(N)    108 46 25.90443(W) AD(       ) 2
 FP0554  NGVD 29 (07/19/86) 1950.6    (m)         6400.     (f) VERT ANG       
 FP0554
 FP0554.Superseded values are not recommended for survey control.
 FP0554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0554.See file dsdata.txt to determine how the superseded data were derived.
 FP0554
 FP0554_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYE0133753623(NAD 83)
 FP0554_MARKER: DD = SURVEY DISK
 FP0554_SETTING: 0 = UNSPECIFIED SETTING
 FP0554_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FP0554
 FP0554  HISTORY     - Date     Condition        Report By
 FP0554  HISTORY     - 1972     MONUMENTED       NMHD
 FP0554
 FP0554                          STATION DESCRIPTION
 FP0554
 FP0554'DESCRIBED BY NM HIGHWAY DEPT 1972 (CWW)
 FP0554'STATION IS LOCATED IN MCKINLEY COUNTY, NEW MEXICO, ON U. S. HIGHWAY
 FP0554'666, 12.7 MILES NORTH OF THE INTERSECTION OF MALONEY STREET AND
 FP0554'U. S. 666 IN GALLUP, NEW MEXICO, AND 0.7 MILE NORTH OF NMSHC
 FP0554'MILEPOST NUMBER (0311) 13.
 FP0554'
 FP0554'TO REACH THE STATION FROM THE INTERSECTION OF MALONEY STREET AND
 FP0554'U. S. 666 IN GALLUP, NEW MEXICO, TRAVEL NORTH ON U. S. 666 FOR 12.7
 FP0554'MILES AND TURN RIGHT (EAST).  STATION, LOCATED ON TOP OF SMALL CUT,
 FP0554'IS 64 FEET SOUTHEAST OF POWER POLE NO. S-35.5 AND 74 FEET EAST OF
 FP0554'CENTERLINE OF U. S. 666.
 FP0554'
 FP0554'STATION IS A STANDARD NMSHC BRASS DISK SET IN CONCRETE AND IS STAMPED
 FP0554'3510845008 1972.  IT IS 1.5 FEET WEST OF A METAL WITNESS POST AND
 FP0554'FENCELINE.
 FP0554'
 FP0554'HEIGHT OF LIGHT ABOVE STATION MARK 1.52 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0552 ***********************************************************************
 FP0552  DESIGNATION -  3510845009
 FP0552  PID         -  FP0552
 FP0552  STATE/COUNTY-  NM/MCKINLEY
 FP0552  USGS QUAD   -  TWIN LAKES (1979)
 FP0552
 FP0552                         *CURRENT SURVEY CONTROL
 FP0552  ___________________________________________________________________
 FP0552* NAD 83(1992)-  35 38 30.38883(N)    108 46 29.48910(W)     ADJUSTED  
 FP0552* NAVD 88     -      2029.0    (meters)    6657.     (feet)  VERTCON   
 FP0552  ___________________________________________________________________
 FP0552  LAPLACE CORR-           0.85  (seconds)                    DEFLEC99
 FP0552  GEOID HEIGHT-         -21.02  (meters)                     GEOID03
 FP0552
 FP0552  HORZ ORDER  -  SECOND
 FP0552
 FP0552.The horizontal coordinates were established by classical geodetic methods
 FP0552.and adjusted by the National Geodetic Survey in December 1993..
 FP0552
 FP0552.The NAVD 88 height was computed by applying the VERTCON shift value to
 FP0552.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FP0552
 FP0552.The Laplace correction was computed from DEFLEC99 derived deflections.
 FP0552
 FP0552.The geoid height was determined by GEOID03.
 FP0552
 FP0552;                    North         East     Units Scale Factor Converg.
 FP0552;SPC NM W     -   515,186.575   744,732.261   MT  1.00000623   -0 32 55.2
 FP0552;SPC NM W     - 1,690,241.29  2,443,342.43   sFT  1.00000623   -0 32 55.2
 FP0552;UTM  12      - 3,946,497.515   701,466.189   MT  1.00010019   +1 17 49.4
 FP0552
 FP0552!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FP0552!SPC NM W     -   0.99968493  x   1.00000623  =   0.99969116
 FP0552!UTM  12      -   0.99968493  x   1.00010019  =   0.99978509
 FP0552
 FP0552:                Primary Azimuth Mark                     Grid Az
 FP0552:SPC NM W     -  3510845010                               205 06 58.3
 FP0552:UTM  12      -  3510845010                               203 16 13.7
 FP0552
 FP0552|---------------------------------------------------------------------|
 FP0552| PID    Reference Object                     Distance      Geod. Az  |
 FP0552|                                                           dddmmss.s |
 FP0552| FP0551 3510845010                          APPROX. 1.1 KM 2043403.1 |
 FP0552|---------------------------------------------------------------------|
 FP0552
 FP0552                          SUPERSEDED SURVEY CONTROL
 FP0552
 FP0552  NAD 83(1992)-  35 38 30.38891(N)    108 46 29.49012(W) AD(       ) 2
 FP0552  NAD 83(1986)-  35 38 30.38990(N)    108 46 29.49042(W) AD(       ) 2
 FP0552  NAD 27      -  35 38 30.31351(N)    108 46 27.17894(W) AD(       ) 2
 FP0552  NGVD 29 (07/19/86) 2028.1    (m)         6654.     (f) VERT ANG       
 FP0552
 FP0552.Superseded values are not recommended for survey control.
 FP0552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0552.See file dsdata.txt to determine how the superseded data were derived.
 FP0552
 FP0552_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYE0146646498(NAD 83)
 FP0552_MARKER: DD = SURVEY DISK
 FP0552_SETTING: 0 = UNSPECIFIED SETTING
 FP0552_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FP0552
 FP0552  HISTORY     - Date     Condition        Report By
 FP0552  HISTORY     - 1972     MONUMENTED       NMHD
 FP0552
 FP0552                          STATION DESCRIPTION
 FP0552
 FP0552'DESCRIBED BY NM HIGHWAY DEPT 1972 (CWW)
 FP0552'STATION IS LOCATED IN MCKINLEY COUNTY, NEW MEXICO, ON U. S. HIGHWAY
 FP0552'666, 8.2 MILES NORTH OF THE INTERSECTION OF MALONEY STREET AND
 FP0552'U. S. 666 IN GALLUP, NEW MEXICO, AND 1.1 MILES NORTH OF NMSHC
 FP0552'MILEPOST NUMBER (0311) 8.
 FP0552'
 FP0552'TO REACH THE STATION FROM THE INTERSECTION OF MALONEY STREET AND
 FP0552'U. S. 666 IN GALLUP, NEW MEXICO, TRAVEL NORTH ON U. S. 666 FOR 8.2
 FP0552'MILES AND TURN RIGHT (EAST).  STATION IS 95 FEET EAST OF CENTERLINE
 FP0552'OF U. S. 666 AND 32 FEET NORTHEAST OF A POWER POLE.
 FP0552'
 FP0552'STATION IS A STANDARD NMSHC BRASS DISK SET IN CONCRETE AND STAMPED
 FP0552'3510845009 1972.  IT IS 4 FEET WEST OF A METAL WITNESS POST AND 5
 FP0552'FEET WEST OF R/W MARKER 448+00.
 FP0552'
 FP0552'HEIGHT OF LIGHT ABOVE STATION MARK 1.52 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0551 ***********************************************************************
 FP0551  DESIGNATION -  3510845010
 FP0551  PID         -  FP0551
 FP0551  STATE/COUNTY-  NM/MCKINLEY
 FP0551  USGS QUAD   -  TWIN LAKES (1979)
 FP0551
 FP0551                         *CURRENT SURVEY CONTROL
 FP0551  ___________________________________________________________________
 FP0551* NAD 83(1992)-  35 37 59.39991(N)    108 46 46.84182(W)     ADJUSTED  
 FP0551* NAVD 88     -      2015.5    (meters)    6613.     (feet)  VERTCON   
 FP0551  ___________________________________________________________________
 FP0551  LAPLACE CORR-           1.20  (seconds)                    DEFLEC99
 FP0551  GEOID HEIGHT-         -21.04  (meters)                     GEOID03
 FP0551
 FP0551  HORZ ORDER  -  SECOND
 FP0551
 FP0551.The horizontal coordinates were established by classical geodetic methods
 FP0551.and adjusted by the National Geodetic Survey in December 1993..
 FP0551
 FP0551.The NAVD 88 height was computed by applying the VERTCON shift value to
 FP0551.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FP0551
 FP0551.The Laplace correction was computed from DEFLEC99 derived deflections.
 FP0551
 FP0551.The geoid height was determined by GEOID03.
 FP0551
 FP0551;                    North         East     Units Scale Factor Converg.
 FP0551;SPC NM W     -   514,235.723   744,286.522   MT  1.00000717   -0 33 04.9
 FP0551;SPC NM W     - 1,687,121.70  2,441,880.03   sFT  1.00000717   -0 33 04.9
 FP0551;UTM  12      - 3,945,532.711   701,051.265   MT  1.00009813   +1 17 38.3
 FP0551
 FP0551!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FP0551!SPC NM W     -   0.99968705  x   1.00000717  =   0.99969422
 FP0551!UTM  12      -   0.99968705  x   1.00009813  =   0.99978515
 FP0551
 FP0551:                Primary Azimuth Mark                     Grid Az
 FP0551:SPC NM W     -  3510845011                               173 31 41.0
 FP0551:UTM  12      -  3510845011                               171 40 57.8
 FP0551
 FP0551|---------------------------------------------------------------------|
 FP0551| PID    Reference Object                     Distance      Geod. Az  |
 FP0551|                                                           dddmmss.s |
 FP0551| FP0556 3510845011                          APPROX. 4.6 KM 1725836.1 |
 FP0551|---------------------------------------------------------------------|
 FP0551
 FP0551                          SUPERSEDED SURVEY CONTROL
 FP0551
 FP0551  NAD 83(1992)-  35 37 59.39996(N)    108 46 46.84286(W) AD(       ) 2
 FP0551  NAD 83(1986)-  35 37 59.40097(N)    108 46 46.84327(W) AD(       ) 2
 FP0551  NAD 27      -  35 37 59.32225(N)    108 46 44.53216(W) AD(       ) 2
 FP0551  NGVD 29 (07/19/86) 2014.6    (m)         6610.     (f) VERT ANG       
 FP0551
 FP0551.Superseded values are not recommended for survey control.
 FP0551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0551.See file dsdata.txt to determine how the superseded data were derived.
 FP0551
 FP0551_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYE0105145533(NAD 83)
 FP0551_MARKER: DD = SURVEY DISK
 FP0551_SETTING: 0 = UNSPECIFIED SETTING
 FP0551_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FP0551
 FP0551  HISTORY     - Date     Condition        Report By
 FP0551  HISTORY     - 1972     MONUMENTED       NMHD
 FP0551
 FP0551                          STATION DESCRIPTION
 FP0551
 FP0551'DESCRIBED BY NM HIGHWAY DEPT 1972 (CWW)
 FP0551'STATION IS LOCATED IN MCKINLEY COUNTY, NEW MEXICO, ON U. S. HIGHWAY
 FP0551'666, 7.6 MILES NORTH OF THE INTERSECTION OF MALONEY STREET AND
 FP0551'U. S. 666 IN GALLUP, NEW MEXICO, AND 0.5 MILE NORTH OF NMSHC
 FP0551'MILEPOST NUMBER (0311) 8.
 FP0551'
 FP0551'TO REACH THE STATION FROM THE INTERSECTION OF MALONEY STREET AND
 FP0551'U. S. 666 IN GALLUP, NEW MEXICO, TRAVEL NORTH ON U. S. 666 FOR 7.6
 FP0551'MILES AND TURN LEFT (WEST).  STATION IS 64 FEET WEST OF CENTERLINE
 FP0551'OF U. S. 666 ON A SLIGHT CUT.
 FP0551'
 FP0551'STATION IS A STANDARD NMSHC BRASS DISK SET IN CONCRETE AND IS STAMPED
 FP0551'3510845010 1972.  IT IS 2.3 FEET EAST OF A METAL WITNESS POST.
 FP0551'
 FP0551'HEIGHT OF LIGHT ABOVE STATION MARK 1.52 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0556 ***********************************************************************
 FP0556  DESIGNATION -  3510845011
 FP0556  PID         -  FP0556
 FP0556  STATE/COUNTY-  NM/MCKINLEY
 FP0556  USGS QUAD   -  GALLUP WEST (1979)
 FP0556
 FP0556                         *CURRENT SURVEY CONTROL
 FP0556  ___________________________________________________________________
 FP0556* NAD 83(1992)-  35 35 32.82151(N)    108 46 24.73352(W)     ADJUSTED  
 FP0556* NAVD 88     -      2070.8    (meters)    6794.     (feet)  VERTCON   
 FP0556  ___________________________________________________________________
 FP0556  LAPLACE CORR-           2.30  (seconds)                    DEFLEC99
 FP0556  GEOID HEIGHT-         -21.12  (meters)                     GEOID03
 FP0556
 FP0556  HORZ ORDER  -  SECOND
 FP0556
 FP0556.The horizontal coordinates were established by classical geodetic methods
 FP0556.and adjusted by the National Geodetic Survey in December 1993..
 FP0556
 FP0556.The NAVD 88 height was computed by applying the VERTCON shift value to
 FP0556.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FP0556
 FP0556.The Laplace correction was computed from DEFLEC99 derived deflections.
 FP0556
 FP0556.The geoid height was determined by GEOID03.
 FP0556
 FP0556;                    North         East     Units Scale Factor Converg.
 FP0556;SPC NM W     -   509,713.026   744,799.597   MT  1.00000609   -0 32 50.1
 FP0556;SPC NM W     - 1,672,283.49  2,443,563.34   sFT  1.00000609   -0 32 50.1
 FP0556;UTM  12      - 3,941,028.452   701,709.702   MT  1.00010141   +1 17 46.6
 FP0556
 FP0556!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FP0556!SPC NM W     -   0.99967840  x   1.00000609  =   0.99968449
 FP0556!UTM  12      -   0.99967840  x   1.00010141  =   0.99977978
 FP0556
 FP0556:                Primary Azimuth Mark                     Grid Az
 FP0556:SPC NM W     -  US 666 R2                                137 49 42.9
 FP0556:UTM  12      -  US 666 R2                                135 59 06.2
 FP0556
 FP0556|---------------------------------------------------------------------|
 FP0556| PID    Reference Object                     Distance      Geod. Az  |
 FP0556|                                                           dddmmss.s |
 FP0556| FP0557 US 666 R2                           APPROX. 1.6 KM 1371652.8 |
 FP0556|---------------------------------------------------------------------|
 FP0556
 FP0556                          SUPERSEDED SURVEY CONTROL
 FP0556
 FP0556  NAD 83(1992)-  35 35 32.82157(N)    108 46 24.73457(W) AD(       ) 2
 FP0556  NAD 83(1986)-  35 35 32.82235(N)    108 46 24.73545(W) AD(       ) 2
 FP0556  NAD 27      -  35 35 32.74606(N)    108 46 22.42474(W) AD(       ) 2
 FP0556  NGVD 29 (07/19/86) 2069.8    (m)         6791.     (f) VERT ANG       
 FP0556
 FP0556.Superseded values are not recommended for survey control.
 FP0556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0556.See file dsdata.txt to determine how the superseded data were derived.
 FP0556
 FP0556_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYE0171041028(NAD 83)
 FP0556_MARKER: DD = SURVEY DISK
 FP0556_SETTING: 0 = UNSPECIFIED SETTING
 FP0556_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FP0556
 FP0556  HISTORY     - Date     Condition        Report By
 FP0556  HISTORY     - 1972     MONUMENTED       NMHD
 FP0556
 FP0556                          STATION DESCRIPTION
 FP0556
 FP0556'DESCRIBED BY NM HIGHWAY DEPT 1972 (CWW)
 FP0556'STATION IS LOCATED IN MCKINLEY COUNTY, NEW MEXICO, ON U. S. HIGHWAY
 FP0556'666, 4.75 MILES NORTH OF THE INTERSECTION OF MALONEY STREET AND
 FP0556'U. S. 666 IN GALLUP, NEW MEXICO, AND .65 MILE NORTH OF NMSHC
 FP0556'MILEPOST NUMBER (0311) 5.
 FP0556'
 FP0556'TO REACH THE STATION FROM THE INTERSECTION OF MALONEY STREET AND
 FP0556'U. S. 666 IN GALLUP, NEW MEXICO, TRAVEL NORTH ON U. S. 666 4.7
 FP0556'MILES.  TURN LEFT (WEST) AND FOLLOW TRACK ROAD .05 MILE TO TOP OF CUT
 FP0556'AND STATION, WHICH IS 80 FEET WEST OF CENTERLINE OF U. S. 666.
 FP0556'
 FP0556'STATION IS A STANDARD NMSHC BRASS DISK SET IN CONCRETE AND IS STAMPED
 FP0556'3510845011 1972.  IT IS 3 FEET EAST OF A METAL WITNESS POST, 20 FEET
 FP0556'EAST OF R/W MARKER 255+00, AND 18 FEET NORTHEAST OF A POWER
 FP0556'POLE.
 FP0556'
 FP0556'HEIGHT OF LIGHT ABOVE STATION MARK 1.52 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0619 ***********************************************************************
 DR0619  DESIGNATION -  354+71.4
 DR0619  PID         -  DR0619
 DR0619  STATE/COUNTY-  NM/LINCOLN
 DR0619  USGS QUAD   -  RUIDOSO DOWNS (1963)
 DR0619
 DR0619                         *CURRENT SURVEY CONTROL
 DR0619  ___________________________________________________________________
 DR0619* NAD 83(1986)-  33 21 08.     (N)    105 33 21.     (W)     SCALED    
 DR0619* NAVD 88     -      1893.463  (meters)    6212.14   (feet)  ADJUSTED  
 DR0619  ___________________________________________________________________
 DR0619  GEOID HEIGHT-         -19.55  (meters)                     GEOID03
 DR0619  DYNAMIC HT  -        1890.632 (meters)    6202.85  (feet)  COMP
 DR0619  MODELED GRAV-     979,073.2   (mgal)                       NAVD 88
 DR0619
 DR0619  VERT ORDER  -  FIRST     CLASS II
 DR0619
 DR0619.The horizontal coordinates were scaled from a topographic map and have
 DR0619.an estimated accuracy of +/- 6 seconds.
 DR0619
 DR0619.The orthometric height was determined by differential leveling
 DR0619.and adjusted by the National Geodetic Survey in June 1991..
 DR0619
 DR0619.The geoid height was determined by GEOID03.
 DR0619
 DR0619.The dynamic height is computed by dividing the NAVD 88
 DR0619.geopotential number by the normal gravity value computed on the
 DR0619.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0619.degrees latitude (g = 980.6199 gals.).
 DR0619
 DR0619.The modeled gravity was interpolated from observed gravity values.
 DR0619
 DR0619;                    North         East    Units  Estimated Accuracy
 DR0619;SPC NM C     -   261,030.      564,610.      MT  (+/- 180 meters Scaled)
 DR0619
 DR0619                          SUPERSEDED SURVEY CONTROL
 DR0619
 DR0619  NGVD 29 (??/??/92) 1892.768  (m)         6209.86   (f) ADJ UNCH    1 2
 DR0619
 DR0619.Superseded values are not recommended for survey control.
 DR0619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0619.See file dsdata.txt to determine how the superseded data were derived.
 DR0619
 DR0619_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDS482904(NAD 83)
 DR0619_MARKER: DD = SURVEY DISK
 DR0619_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DR0619_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DR0619_STAMPING: 354+71.4
 DR0619_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR0619
 DR0619  HISTORY     - Date     Condition        Report By
 DR0619  HISTORY     - UNK      MONUMENTED       BPR
 DR0619  HISTORY     - 1944     GOOD             NGS
 DR0619
 DR0619                          STATION DESCRIPTION
 DR0619
 DR0619'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 DR0619'19.2 MI W FROM HONDO.
 DR0619'19.2 MILES WEST ALONG U.S. HIGHWAY 70 FROM THE GENERAL STORE AT HONDO,
 DR0619'LINCOLN COUNTY, 0.4 MILE WEST OF THE WAYSIDE GROCERY STORE, AT STATION
 DR0619'354+71.4, ABOUT 300 FEET NORTH OF STATION 339+25 (U.S.P.R.A. 1944
 DR0619'RELOCATION SURVEY), 40 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY,
 DR0619'AND AT THE GATE AT THE ENTRANCE TO A CEMETERY.  A UNITED STATES BUREAU
 DR0619'OF PUBLIC ROADS STANDARD CAP, STAMPED 354+71.4 AND FASTENED ON THE TOP
 DR0619'OF AN IRON PIPE SET IN CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0359 ***********************************************************************
 GN0359  DESIGNATION -  358
 GN0359  PID         -  GN0359
 GN0359  STATE/COUNTY-  NM/SAN JUAN
 GN0359  USGS QUAD   -  BLOOMFIELD (1985)
 GN0359
 GN0359                         *CURRENT SURVEY CONTROL
 GN0359  ___________________________________________________________________
 GN0359* NAD 83(1986)-  36 42 37.     (N)    107 59 49.     (W)     SCALED    
 GN0359* NAVD 88     -      1655.945  (meters)    5432.88   (feet)  ADJUSTED  
 GN0359  ___________________________________________________________________
 GN0359  GEOID HEIGHT-         -21.03  (meters)                     GEOID03
 GN0359  DYNAMIC HT  -        1653.873 (meters)    5426.08  (feet)  COMP
 GN0359  MODELED GRAV-     979,322.7   (mgal)                       NAVD 88
 GN0359
 GN0359  VERT ORDER  -  SECOND    CLASS 0
 GN0359
 GN0359.The horizontal coordinates were scaled from a topographic map and have
 GN0359.an estimated accuracy of +/- 6 seconds.
 GN0359
 GN0359.The orthometric height was determined by differential leveling
 GN0359.and adjusted by the National Geodetic Survey in June 1991..
 GN0359
 GN0359.The geoid height was determined by GEOID03.
 GN0359
 GN0359.The dynamic height is computed by dividing the NAVD 88
 GN0359.geopotential number by the normal gravity value computed on the
 GN0359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GN0359.degrees latitude (g = 980.6199 gals.).
 GN0359
 GN0359.The modeled gravity was interpolated from observed gravity values.
 GN0359
 GN0359;                    North         East    Units  Estimated Accuracy
 GN0359;SPC NM W     -   633,340.      815,380.      MT  (+/- 180 meters Scaled)
 GN0359
 GN0359                          SUPERSEDED SURVEY CONTROL
 GN0359
 GN0359  NGVD 29 (??/??/92) 1654.974  (m)         5429.69   (f) ADJ UNCH    2 0
 GN0359
 GN0359.Superseded values are not recommended for survey control.
 GN0359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0359.See file dsdata.txt to determine how the superseded data were derived.
 GN0359
 GN0359_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBA323669(NAD 83)
 GN0359_MARKER: P = PIPE CAP
 GN0359_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GN0359_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GN0359_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GN0359
 GN0359  HISTORY     - Date     Condition        Report By
 GN0359  HISTORY     - UNK      MONUMENTED       USGS
 GN0359  HISTORY     - 1934     GOOD             NGS
 GN0359
 GN0359                          STATION DESCRIPTION
 GN0359
 GN0359'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GN0359'0.8 MI W FROM BLOOMFIELD.
 GN0359'0.8 MI WEST ON ROAD TO FARMINGTON ABOUT 125 YDS SOUTH OF THE HIGHWAY
 GN0359'ALONG A FENCE LINE WHICH IS ABOUT 130 FEET EAST OF A WOODEN BRIDGE NO.
 GN0359'1582, ABOUT 75 YDS WEST OF A FRAME FARM HOUSE, AND ABOUT 9 FEET EAST
 GN0359'OF A HOGWIRE FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0462 ***********************************************************************
 CV0462  DESIGNATION -  36
 CV0462  PID         -  CV0462
 CV0462  STATE/COUNTY-  NM/LEA
 CV0462  USGS QUAD   -  LAGUNA GATUNA (1984)
 CV0462
 CV0462                         *CURRENT SURVEY CONTROL
 CV0462  ___________________________________________________________________
 CV0462* NAD 83(1986)-  32 33 05.     (N)    103 44 59.     (W)     SCALED    
 CV0462* NAVD 88     -      1078.850  (meters)    3539.53   (feet)  ADJUSTED  
 CV0462  ___________________________________________________________________
 CV0462  GEOID HEIGHT-         -23.44  (meters)                     GEOID03
 CV0462  DYNAMIC HT  -        1077.323 (meters)    3534.52  (feet)  COMP
 CV0462  MODELED GRAV-     979,185.6   (mgal)                       NAVD 88
 CV0462
 CV0462  VERT ORDER  -  FIRST     CLASS I
 CV0462
 CV0462.The horizontal coordinates were scaled from a topographic map and have
 CV0462.an estimated accuracy of +/- 6 seconds.
 CV0462
 CV0462.The orthometric height was determined by differential leveling
 CV0462.and adjusted by the National Geodetic Survey in June 1991..
 CV0462
 CV0462.The geoid height was determined by GEOID03.
 CV0462
 CV0462.The dynamic height is computed by dividing the NAVD 88
 CV0462.geopotential number by the normal gravity value computed on the
 CV0462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0462.degrees latitude (g = 980.6199 gals.).
 CV0462
 CV0462.The modeled gravity was interpolated from observed gravity values.
 CV0462
 CV0462;                    North         East    Units  Estimated Accuracy
 CV0462;SPC NM E     -   172,160.      219,810.      MT  (+/- 180 meters Scaled)
 CV0462
 CV0462                          SUPERSEDED SURVEY CONTROL
 CV0462
 CV0462  NGVD 29 (??/??/92) 1078.366  (m)         3537.94   (f) ADJ UNCH    1 1
 CV0462
 CV0462.Superseded values are not recommended for survey control.
 CV0462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0462.See file dsdata.txt to determine how the superseded data were derived.
 CV0462
 CV0462_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFS173022(NAD 83)
 CV0462_MARKER: DB = BENCH MARK DISK
 CV0462_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0462_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CV0462_MARK LOGO: NMGS  
 CV0462_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CV0462+STABILITY: SURFACE MOTION
 CV0462
 CV0462  HISTORY     - Date     Condition        Report By
 CV0462  HISTORY     - UNK      MONUMENTED       NMGS
 CV0462  HISTORY     - 1935     GOOD             NGS
 CV0462  HISTORY     - 1977     GOOD             NGS
 CV0462  HISTORY     - 1982     GOOD             NGS
 CV0462
 CV0462                          STATION DESCRIPTION
 CV0462
 CV0462'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 CV0462'35.2 MI E FROM CARLSBAD.
 CV0462'35.2 MI. E. ALONG U.S. NO. 62 ABOUT 0.3 MI. W. OF HOUSE AND FILLING
 CV0462'STA. ON THE S. SIDE OF THE HWY., 54 FT. N. OF THE CENTER LINE OF HWY.,
 CV0462'15 FT. N.E. OF A TELEPHONE POLE, AND 2 FT. N. OF THE TELEPHONE LINE.
 CV0462
 CV0462                          STATION RECOVERY (1977)
 CV0462
 CV0462'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CV0462'31.05 MILES NORTHEAST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE EAST END
 CV0462'OF THE BATAAN BRIDGE OVER THE PECOS RIVER, THENCE 0.35 MILE NORTH
 CV0462'ALONG A DIRT TRACK ROAD, THENCE 0.3 MILE SOUTHWEST ALONG A DIRT TRACK
 CV0462'ROAD, 0.3 MILE SOUTHWEST OF A FENCE LINE AND GATE ACROSS THE ROAD,
 CV0462'40 FT. NORTHWEST OF THE CENTER LINE OF THE ROAD, 22.6 FT. NORTHEAST
 CV0462'OF A 6 FT. WOODEN POST SUPPORTING A METAL TELEPHONE CABLE BOX AND
 CV0462'2 SMALL SIGNS.
 CV0462
 CV0462                          STATION RECOVERY (1982)
 CV0462
 CV0462'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CV0462'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0678 ***********************************************************************
 FO0678  DESIGNATION -  36
 FO0678  PID         -  FO0678
 FO0678  STATE/COUNTY-  NM/SANDOVAL
 FO0678  USGS QUAD   -  SAN FELIPE MESA (1990)
 FO0678
 FO0678                         *CURRENT SURVEY CONTROL
 FO0678  ___________________________________________________________________
 FO0678* NAD 83(1986)-  35 19 48.     (N)    106 57 19.     (W)     SCALED    
 FO0678* NAVD 88     -      1730.07   (+/-2cm)    5676.1    (feet)  VERTCON   
 FO0678  ___________________________________________________________________
 FO0678  GEOID HEIGHT-         -20.75  (meters)                     GEOID03
 FO0678
 FO0678  VERT ORDER  -  ? (See Below)
 FO0678
 FO0678.The horizontal coordinates were scaled from a topographic map and have
 FO0678.an estimated accuracy of +/- 6 seconds.
 FO0678
 FO0678.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO0678.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO0678.The vertical order pertains to the NGVD 29 superseded value.
 FO0678
 FO0678.The geoid height was determined by GEOID03.
 FO0678
 FO0678;                    North         East    Units  Estimated Accuracy
 FO0678;SPC NM C     -   480,410.      435,880.      MT  (+/- 180 meters Scaled)
 FO0678
 FO0678                          SUPERSEDED SURVEY CONTROL
 FO0678
 FO0678  NGVD 29 (??/??/92) 1729.195  (m)         5673.20   (f) ADJ UNCH    ?  
 FO0678
 FO0678.Superseded values are not recommended for survey control.
 FO0678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0678.See file dsdata.txt to determine how the superseded data were derived.
 FO0678
 FO0678_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV222113(NAD 83)
 FO0678_MARKER: P = PIPE CAP
 FO0678_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FO0678_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FO0678_STAMPING: 36
 FO0678_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FO0678
 FO0678  HISTORY     - Date     Condition        Report By
 FO0678  HISTORY     - UNK      MONUMENTED       USGS
 FO0678  HISTORY     - 1905     GOOD             NGS
 FO0678
 FO0678                          STATION DESCRIPTION
 FO0678
 FO0678'DESCRIBED BY NATIONAL GEODETIC SURVEY 1905
 FO0678'3.8 MI W FROM COTTONWOOD SPRINGS.
 FO0678'3.8 MILES WEST ALONG A DIRT ROAD FROM COTTONWOOD SPRINGS, SANDOVAL
 FO0678'COUNTY, 400 FEET NORTHEAST OF SOME SANDSTONE BLUFFS, AND 10 FEET SOUTH
 FO0678'OF THE ROAD.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED
 FO0678'36 AND RIVETED OF THE TOP OF 3-1/2-INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ1092 ***********************************************************************
 EQ1092  DESIGNATION -  36 CAH
 EQ1092  PID         -  EQ1092
 EQ1092  STATE/COUNTY-  NM/BERNALILLO
 EQ1092  USGS QUAD   -  SOUTH GARCIA (1971)
 EQ1092
 EQ1092                         *CURRENT SURVEY CONTROL
 EQ1092  ___________________________________________________________________
 EQ1092* NAD 83(1992)-  34 59 56.59228(N)    107 03 46.43436(W)     ADJUSTED  
 EQ1092* NAVD 88     -      1719.66   (+/-2cm)    5641.9    (feet)  VERTCON   
 EQ1092  ___________________________________________________________________
 EQ1092  LAPLACE CORR-          -3.07  (seconds)                    DEFLEC99
 EQ1092  GEOID HEIGHT-         -21.34  (meters)                     GEOID03
 EQ1092
 EQ1092  HORZ ORDER  -  THIRD
 EQ1092  VERT ORDER  -  THIRD ? (See Below)
 EQ1092
 EQ1092.The horizontal coordinates were established by classical geodetic methods
 EQ1092.and adjusted by the National Geodetic Survey in December 1993..
 EQ1092
 EQ1092.The NAVD 88 height was computed by applying the VERTCON shift value to
 EQ1092.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EQ1092.The vertical order pertains to the NGVD 29 superseded value.
 EQ1092
 EQ1092.The Laplace correction was computed from DEFLEC99 derived deflections.
 EQ1092
 EQ1092.The geoid height was determined by GEOID03.
 EQ1092
 EQ1092;                    North         East     Units Scale Factor Converg.
 EQ1092;SPC NM C     -   443,771.137   425,797.697   MT  0.99996784   -0 27 58.6
 EQ1092;SPC NM C     - 1,455,939.14  1,396,971.28   sFT  0.99996784   -0 27 58.6
 EQ1092;UTM  13      - 3,874,882.435   311,740.907   MT  1.00003682   -1 11 00.8
 EQ1092
 EQ1092!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EQ1092!SPC NM C     -   0.99973349  x   0.99996784  =   0.99970134
 EQ1092!UTM  13      -   0.99973349  x   1.00003682  =   0.99977030
 EQ1092
 EQ1092                          SUPERSEDED SURVEY CONTROL
 EQ1092
 EQ1092  NAD 83(1992)-  34 59 56.59568(N)    107 03 46.43570(W) AD(       ) 3
 EQ1092  NGVD 29 (01/22/92) 1718.84   (m)         5639.2    (f) LEVELING    3  
 EQ1092
 EQ1092.Superseded values are not recommended for survey control.
 EQ1092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ1092.See file dsdata.txt to determine how the superseded data were derived.
 EQ1092
 EQ1092_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU1174174882(NAD 83)
 EQ1092_MARKER: DS = TRIANGULATION STATION DISK
 EQ1092_SETTING: 0 = UNSPECIFIED SETTING
 EQ1092_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EQ1092
 EQ1092  HISTORY     - Date     Condition        Report By
 EQ1092  HISTORY     - 1952     MONUMENTED       USGS
 EQ1092
 EQ1092                          STATION DESCRIPTION
 EQ1092
 EQ1092'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 EQ1092'STATION IS LOCATED APPROXIMATELY 8 AIRLINE MI. ENE. OF CORREO,
 EQ1092'NEW MEXICO.
 EQ1092'
 EQ1092'TO REACH STATION FROM CORREO POST OFFICE, GO 7.5 MI. NE. ALONG HIGHWAY
 EQ1092'66 TO TOP OF LOW RIDGE.  TURN RIGHT THROUGH WIRE GATE.  STATION IS SE.
 EQ1092'OF GATE APPROXIMATELY 100 FT.
 EQ1092'
 EQ1092'STATION MARK--STANDARD USGS BRONZE TABLET STAMPED---36-CAH, 1952---,
 EQ1092'SET IN CONCRETE MONUMENT.
 EQ1092'
 EQ1092'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0640 ***********************************************************************
 GM0640  DESIGNATION -  3610415001
 GM0640  PID         -  GM0640
 GM0640  STATE/COUNTY-  NM/COLFAX
 GM0640  USGS QUAD   -  EAGLE TAIL MOUNTAIN (1971)
 GM0640
 GM0640                         *CURRENT SURVEY CONTROL
 GM0640  ___________________________________________________________________
 GM0640* NAD 83(1992)-  36 39 07.36180(N)    104 29 55.58090(W)     ADJUSTED  
 GM0640* NAVD 88     -      1862.9    (meters)    6112.     (feet)  VERTCON   
 GM0640  ___________________________________________________________________
 GM0640  LAPLACE CORR-          -1.78  (seconds)                    DEFLEC99
 GM0640  GEOID HEIGHT-         -18.57  (meters)                     GEOID03
 GM0640
 GM0640  HORZ ORDER  -  SECOND
 GM0640
 GM0640.The horizontal coordinates were established by classical geodetic methods
 GM0640.and adjusted by the National Geodetic Survey in December 1993..
 GM0640
 GM0640.The NAVD 88 height was computed by applying the VERTCON shift value to
 GM0640.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GM0640
 GM0640.The Laplace correction was computed from DEFLEC99 derived deflections.
 GM0640
 GM0640.The geoid height was determined by GEOID03.
 GM0640
 GM0640;                    North         East     Units Scale Factor Converg.
 GM0640;SPC NM E     -   626,878.308   150,208.495   MT  0.99991179   -0 05 55.5
 GM0640;SPC NM E     - 2,056,683.25    492,809.04   sFT  0.99991179   -0 05 55.5
 GM0640;UTM  13      - 4,056,390.696   544,799.811   MT  0.99962473   +0 17 57.2
 GM0640
 GM0640!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GM0640!SPC NM E     -   0.99971064  x   0.99991179  =   0.99962245
 GM0640!UTM  13      -   0.99971064  x   0.99962473  =   0.99933548
 GM0640
 GM0640:                Primary Azimuth Mark                     Grid Az
 GM0640:SPC NM E     -  3610415002                               016 19 09.0
 GM0640:UTM  13      -  3610415002                               015 55 16.3
 GM0640
 GM0640|---------------------------------------------------------------------|
 GM0640| PID    Reference Object                     Distance      Geod. Az  |
 GM0640|                                                           dddmmss.s |
 GM0640| GM0639 3610415002                          APPROX. 1.2 KM 0161313.5 |
 GM0640|---------------------------------------------------------------------|
 GM0640
 GM0640                          SUPERSEDED SURVEY CONTROL
 GM0640
 GM0640  NAD 83(1992)-  36 39 07.36743(N)    104 29 55.58257(W) AD(       ) 2
 GM0640  NAD 83(1986)-  36 39 07.36821(N)    104 29 55.58220(W) AD(       ) 2
 GM0640  NAD 27      -  36 39 07.25993(N)    104 29 53.61904(W) AD(       ) 2
 GM0640  NGVD 29 (07/19/86) 1862.0    (m)         6109.     (f) VERT ANG       
 GM0640
 GM0640.Superseded values are not recommended for survey control.
 GM0640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0640.See file dsdata.txt to determine how the superseded data were derived.
 GM0640
 GM0640_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEA4480056391(NAD 83)
 GM0640_MARKER: DD = SURVEY DISK
 GM0640_SETTING: 0 = UNSPECIFIED SETTING
 GM0640_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GM0640
 GM0640  HISTORY     - Date     Condition        Report By
 GM0640  HISTORY     - 1974     MONUMENTED       NMHC
 GM0640
 GM0640                          STATION DESCRIPTION
 GM0640
 GM0640'DESCRIBED BY NEW MEXICO STATE HIGHWAY COMMISSION 1974 (CWW)
 GM0640'THE STATION IS LOCATED IN COLFAX COUNTY, NEW MEXICO ALONG
 GM0640'INTERSTATE 25 AND IS ABOUT 8.1 MILES AIR LINE NORTH-NORTHEAST OF
 GM0640'MAXWELL, NEW MEXICO.
 GM0640'
 GM0640'TO REACH FROM THE MAXWELL EXIT INTERCHANGE WHICH LIES ABOUT
 GM0640'0.2 MILES EAST OF MAXWELL GO NORTH 8.5 MILES TO THE STATION ON
 GM0640'THE LEFT.  THE STATION IS 160 FEET WEST OF THE CENTERLINE OF THE
 GM0640'SOUTH BOUND LANE AND IS 100 FEET WEST OF A REST AREA ENTRANCE AT
 GM0640'THE NORTHWEST CORNER OF THE REST AREA ON A SHALLOW HIGHWAY CUT.
 GM0640'
 GM0640'THE STATION IS A STANDARD NEW MEXICO HIGHWAY COMMISSION DISC SET
 GM0640'IN A CONCRETE MONUMENT PROJECTING ABOUT SIX INCHES ABOVE THE
 GM0640'GROUND AND STAMPED 3610415001, 1974.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0639 ***********************************************************************
 GM0639  DESIGNATION -  3610415002
 GM0639  PID         -  GM0639
 GM0639  STATE/COUNTY-  NM/COLFAX
 GM0639  USGS QUAD   -  EAGLE TAIL MOUNTAIN (1971)
 GM0639
 GM0639                         *CURRENT SURVEY CONTROL
 GM0639  ___________________________________________________________________
 GM0639* NAD 83(1992)-  36 39 46.09343(N)    104 29 41.59504(W)     ADJUSTED  
 GM0639* NAVD 88     -      1852.2    (meters)    6077.     (feet)  VERTCON   
 GM0639  ___________________________________________________________________
 GM0639  LAPLACE CORR-          -1.62  (seconds)                    DEFLEC99
 GM0639  GEOID HEIGHT-         -18.55  (meters)                     GEOID03
 GM0639
 GM0639  HORZ ORDER  -  SECOND
 GM0639
 GM0639.The horizontal coordinates were established by classical geodetic methods
 GM0639.and adjusted by the National Geodetic Survey in December 1993..
 GM0639
 GM0639.The NAVD 88 height was computed by applying the VERTCON shift value to
 GM0639.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GM0639
 GM0639.The Laplace correction was computed from DEFLEC99 derived deflections.
 GM0639
 GM0639.The geoid height was determined by GEOID03.
 GM0639
 GM0639;                    North         East     Units Scale Factor Converg.
 GM0639;SPC NM E     -   628,071.525   150,557.850   MT  0.99991166   -0 05 47.3
 GM0639;SPC NM E     - 2,060,597.99    493,955.21   sFT  0.99991166   -0 05 47.3
 GM0639;UTM  13      - 4,057,585.968   545,140.770   MT  0.99962510   +0 18 05.8
 GM0639
 GM0639!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GM0639!SPC NM E     -   0.99971231  x   0.99991166  =   0.99962400
 GM0639!UTM  13      -   0.99971231  x   0.99962510  =   0.99933752
 GM0639
 GM0639:                Primary Azimuth Mark                     Grid Az
 GM0639:SPC NM E     -  3610415003                               012 26 15.0
 GM0639:UTM  13      -  3610415003                               012 02 21.9
 GM0639
 GM0639|---------------------------------------------------------------------|
 GM0639| PID    Reference Object                     Distance      Geod. Az  |
 GM0639|                                                           dddmmss.s |
 GM0639| GM0638 3610415003                          APPROX. 2.3 KM 0122027.7 |
 GM0639|---------------------------------------------------------------------|
 GM0639
 GM0639                          SUPERSEDED SURVEY CONTROL
 GM0639
 GM0639  NAD 83(1992)-  36 39 46.09903(N)    104 29 41.59673(W) AD(       ) 2
 GM0639  NAD 83(1986)-  36 39 46.09986(N)    104 29 41.59634(W) AD(       ) 2
 GM0639  NAD 27      -  36 39 45.99227(N)    104 29 39.63355(W) AD(       ) 2
 GM0639  NGVD 29 (07/19/86) 1851.3    (m)         6074.     (f) VERT ANG       
 GM0639
 GM0639.Superseded values are not recommended for survey control.
 GM0639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0639.See file dsdata.txt to determine how the superseded data were derived.
 GM0639
 GM0639_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEA4514157586(NAD 83)
 GM0639_MARKER: DD = SURVEY DISK
 GM0639_SETTING: 0 = UNSPECIFIED SETTING
 GM0639_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GM0639
 GM0639  HISTORY     - Date     Condition        Report By
 GM0639  HISTORY     - 1974     MONUMENTED       NMHC
 GM0639
 GM0639                          STATION DESCRIPTION
 GM0639
 GM0639'DESCRIBED BY NEW MEXICO STATE HIGHWAY COMMISSION 1974 (CWW)
 GM0639'THE STATION IS LOCATED IN COLFAX COUNTY, NEW MEXICO ALONG
 GM0639'INTERSTATE 25 AND IS ABOUT 8.9 MILES AIR LINE NORTH-NORTHEAST OF
 GM0639'MAXWELL, NEW MEXICO.
 GM0639'
 GM0639'TO REACH FROM THE MAXWELL EXIT INTERCHANGE WHICH LIES ABOUT 0.2
 GM0639'MILES EAST OF MAXWELL GO NORTH 9.4 MILES TO THE STATION ON THE
 GM0639'RIGHT.  IT IS ON THE TINAJA EXIT INTERCHANGE ON THE WEST SIDE OF
 GM0639'THE INTERSTATE, 28 FEET SOUTH OF THE OVERPASS ROAD AND 15 FEET
 GM0639'SOUTH OF THE GUARDRAIL AT THE SOUTHWEST CORNER OF THE INTERCHANGE
 GM0639'OVERPASS BRIDGE.
 GM0639'
 GM0639'THE STATION IS A STANDARD NEW MEXICO HIGHWAY COMMISSION DISC SET
 GM0639'IN A CONCRETE MONUMENT PROJECTING ABOUT SIX INCHES ABOVE THE
 GM0639'GROUND AND STAMPED 3610415002, 1974.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0638 ***********************************************************************
 GM0638  DESIGNATION -  3610415003
 GM0638  PID         -  GM0638
 GM0638  STATE/COUNTY-  NM/COLFAX
 GM0638  USGS QUAD   -  EAGLE TAIL MOUNTAIN (1971)
 GM0638
 GM0638                         *CURRENT SURVEY CONTROL
 GM0638  ___________________________________________________________________
 GM0638* NAD 83(1992)-  36 40 59.38202(N)    104 29 21.68692(W)     ADJUSTED  
 GM0638* NAVD 88     -      1856.2    (meters)    6090.     (feet)  VERTCON   
 GM0638  ___________________________________________________________________
 GM0638  LAPLACE CORR-          -1.45  (seconds)                    DEFLEC99
 GM0638  GEOID HEIGHT-         -18.54  (meters)                     GEOID03
 GM0638
 GM0638  HORZ ORDER  -  SECOND
 GM0638
 GM0638.The horizontal coordinates were established by classical geodetic methods
 GM0638.and adjusted by the National Geodetic Survey in December 1993..
 GM0638
 GM0638.The NAVD 88 height was computed by applying the VERTCON shift value to
 GM0638.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GM0638
 GM0638.The Laplace correction was computed from DEFLEC99 derived deflections.
 GM0638
 GM0638.The geoid height was determined by GEOID03.
 GM0638
 GM0638;                    North         East     Units Scale Factor Converg.
 GM0638;SPC NM E     -   630,329.656   151,055.882   MT  0.99991149   -0 05 35.5
 GM0638;SPC NM E     - 2,068,006.55    495,589.17   sFT  0.99991149   -0 05 35.5
 GM0638;UTM  13      - 4,059,846.858   545,622.960   MT  0.99962564   +0 18 18.2
 GM0638
 GM0638!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GM0638!SPC NM E     -   0.99971168  x   0.99991149  =   0.99962320
 GM0638!UTM  13      -   0.99971168  x   0.99962564  =   0.99933743
 GM0638
 GM0638:                Primary Azimuth Mark                     Grid Az
 GM0638:SPC NM E     -  3610415004                               019 22 01.9
 GM0638:UTM  13      -  3610415004                               018 58 08.2
 GM0638
 GM0638|---------------------------------------------------------------------|
 GM0638| PID    Reference Object                     Distance      Geod. Az  |
 GM0638|                                                           dddmmss.s |
 GM0638| GM0637 3610415004                          APPROX. 3.1 KM 0191626.4 |
 GM0638|---------------------------------------------------------------------|
 GM0638
 GM0638                          SUPERSEDED SURVEY CONTROL
 GM0638
 GM0638  NAD 83(1992)-  36 40 59.38751(N)    104 29 21.68867(W) AD(       ) 2
 GM0638  NAD 83(1986)-  36 40 59.38848(N)    104 29 21.68824(W) AD(       ) 2
 GM0638  NAD 27      -  36 40 59.28204(N)    104 29 19.72610(W) AD(       ) 2
 GM0638  NGVD 29 (07/19/86) 1855.3    (m)         6087.     (f) VERT ANG       
 GM0638
 GM0638.Superseded values are not recommended for survey control.
 GM0638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0638.See file dsdata.txt to determine how the superseded data were derived.
 GM0638
 GM0638_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEA4562359847(NAD 83)
 GM0638_MARKER: DD = SURVEY DISK
 GM0638_SETTING: 0 = UNSPECIFIED SETTING
 GM0638_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GM0638
 GM0638  HISTORY     - Date     Condition        Report By
 GM0638  HISTORY     - 1974     MONUMENTED       NMHC
 GM0638
 GM0638                          STATION DESCRIPTION
 GM0638
 GM0638'DESCRIBED BY NEW MEXICO STATE HIGHWAY COMMISSION 1974 (CWW)
 GM0638'THE STATION IS LOCATED IN COLFAX COUNTY, NEW MEXICO ALONG
 GM0638'INTERSTATE 25 AND IS ABOUT 10.3 MILES AIR LINE NORTH-NORTHEAST OF
 GM0638'MAXWELL, NEW MEXICO.
 GM0638'
 GM0638'TO REACH FROM THE MAXWELL EXIT INTERCHANGE WHICH LIES ABOUT 0.2
 GM0638'MILES EAST OF MAXWELL GO 10.9 MILES TO THE STATION ON THE
 GM0638'RIGHT.  THE STATION IS 76 FEET EAST OF THE CENTERLINE OF THE
 GM0638'NORTH BOUND LANE AND IS 8 FEET WEST OF THE EAST RIGHT OF WAY
 GM0638'FENCE.
 GM0638'
 GM0638'THE STATION IS A STANDARD NEW MEXICO HIGHWAY COMMISSION DISC SET
 GM0638'IN A CONCRETE MONUMENT PROJECTING ABOUT SIX INCHES ABOVE THE
 GM0638'GROUND AND STAMPED 3610415003, 1974.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0637 ***********************************************************************
 GM0637  DESIGNATION -  3610415004
 GM0637  PID         -  GM0637
 GM0637  STATE/COUNTY-  NM/COLFAX
 GM0637  USGS QUAD   -  EAGLE TAIL MOUNTAIN (1971)
 GM0637
 GM0637                         *CURRENT SURVEY CONTROL
 GM0637  ___________________________________________________________________
 GM0637* NAD 83(1992)-  36 42 34.61396(N)    104 28 40.32575(W)     ADJUSTED  
 GM0637* NAVD 88     -      1873.11   (+/-2cm)    6145.4    (feet)  VERTCON   
 GM0637  ___________________________________________________________________
 GM0637  LAPLACE CORR-          -1.79  (seconds)                    DEFLEC99
 GM0637  GEOID HEIGHT-         -18.52  (meters)                     GEOID03
 GM0637
 GM0637  HORZ ORDER  -  SECOND
 GM0637  VERT ORDER  -  THIRD ? (See Below)
 GM0637
 GM0637.The horizontal coordinates were established by classical geodetic methods
 GM0637.and adjusted by the National Geodetic Survey in December 1993..
 GM0637
 GM0637.The NAVD 88 height was computed by applying the VERTCON shift value to
 GM0637.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GM0637.The vertical order pertains to the NGVD 29 superseded value.
 GM0637
 GM0637.The Laplace correction was computed from DEFLEC99 derived deflections.
 GM0637
 GM0637.The geoid height was determined by GEOID03.
 GM0637
 GM0637;                    North         East     Units Scale Factor Converg.
 GM0637;SPC NM E     -   633,263.359   152,087.116   MT  0.99991114   -0 05 11.0
 GM0637;SPC NM E     - 2,077,631.54    498,972.48   sFT  0.99991114   -0 05 11.0
 GM0637;UTM  13      - 4,062,786.822   546,633.483   MT  0.99962679   +0 18 43.6
 GM0637
 GM0637!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GM0637!SPC NM E     -   0.99970903  x   0.99991114  =   0.99962020
 GM0637!UTM  13      -   0.99970903  x   0.99962679  =   0.99933593
 GM0637
 GM0637:                Primary Azimuth Mark                     Grid Az
 GM0637:SPC NM E     -  3610415005                               023 31 22.2
 GM0637:UTM  13      -  3610415005                               023 07 27.6
 GM0637
 GM0637|---------------------------------------------------------------------|
 GM0637| PID    Reference Object                     Distance      Geod. Az  |
 GM0637|                                                           dddmmss.s |
 GM0637| GM0636 3610415005                          APPROX. 1.3 KM 0232611.2 |
 GM0637|---------------------------------------------------------------------|
 GM0637
 GM0637                          SUPERSEDED SURVEY CONTROL
 GM0637
 GM0637  NAD 83(1992)-  36 42 34.61928(N)    104 28 40.32762(W) AD(       ) 2
 GM0637  NAD 83(1986)-  36 42 34.62049(N)    104 28 40.32710(W) AD(       ) 2
 GM0637  NAD 27      -  36 42 34.51535(N)    104 28 38.36644(W) AD(       ) 2
 GM0637  NGVD 29 (07/19/86) 1872.16   (m)         6142.2    (f) LEVELING    3  
 GM0637
 GM0637.Superseded values are not recommended for survey control.
 GM0637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0637.See file dsdata.txt to determine how the superseded data were derived.
 GM0637
 GM0637_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEA4663362787(NAD 83)
 GM0637_MARKER: DD = SURVEY DISK
 GM0637_SETTING: 0 = UNSPECIFIED SETTING
 GM0637_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GM0637
 GM0637  HISTORY     - Date     Condition        Report By
 GM0637  HISTORY     - 1974     MONUMENTED       NMHC
 GM0637
 GM0637                          STATION DESCRIPTION
 GM0637
 GM0637'DESCRIBED BY NEW MEXICO STATE HIGHWAY COMMISSION 1974 (CWW)
 GM0637'THE STATION IS LOCATED IN COLFAX COUNTY, NEW MEXICO ALONG
 GM0637'INTERSTATE 25 AND IS ABOUT 12.2 MILES AIR LINE NORTH-NORTHEAST OF
 GM0637'MAXWELL, NEW MEXICO.
 GM0637'
 GM0637'TO REACH FROM THE MAXWELL EXIT INTERCHANGE WHICH LIES ABOUT 0.2
 GM0637'MILES EAST OF MAXWELL GO NORTH 12.85 MILES TO THE STATION ON
 GM0637'THE RIGHT.  THE STATION IS 36 FEET EAST OF THE CENTERLINE OF THE
 GM0637'NORTH BOUND LANE AND IS 4 FEET EAST OF A GUARDRAIL AT THE
 GM0637'SOUTHEAST CORNER OF A CONCRETE BOX CULVERT.
 GM0637'
 GM0637'THE STATION IS A STANDARD NEW MEXICO HIGHWAY COMMISSION DISC
 GM0637'SET IN A CONCRETE MONUMENT PROJECTING ABOUT SIX INCHES ABOVE
 GM0637'THE GROUND AND STAMPED 3610415004, 1974.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0636 ***********************************************************************
 GM0636  DESIGNATION -  3610415005
 GM0636  PID         -  GM0636
 GM0636  STATE/COUNTY-  NM/COLFAX
 GM0636  USGS QUAD   -  EAGLE TAIL MOUNTAIN (1971)
 GM0636
 GM0636                         *CURRENT SURVEY CONTROL
 GM0636  ___________________________________________________________________
 GM0636* NAD 83(1992)-  36 43 12.66634(N)    104 28 19.83514(W)     ADJUSTED  
 GM0636* NAVD 88     -      1881.2    (meters)    6172.     (feet)  VERTCON   
 GM0636  ___________________________________________________________________
 GM0636  LAPLACE CORR-          -2.00  (seconds)                    DEFLEC99
 GM0636  GEOID HEIGHT-         -18.52  (meters)                     GEOID03
 GM0636
 GM0636  HORZ ORDER  -  SECOND
 GM0636
 GM0636.The horizontal coordinates were established by classical geodetic methods
 GM0636.and adjusted by the National Geodetic Survey in December 1993..
 GM0636
 GM0636.The NAVD 88 height was computed by applying the VERTCON shift value to
 GM0636.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GM0636
 GM0636.The Laplace correction was computed from DEFLEC99 derived deflections.
 GM0636
 GM0636.The geoid height was determined by GEOID03.
 GM0636
 GM0636;                    North         East     Units Scale Factor Converg.
 GM0636;SPC NM E     -   634,435.491   152,597.329   MT  0.99991099   -0 04 58.9
 GM0636;SPC NM E     - 2,081,477.11    500,646.40   sFT  0.99991099   -0 04 58.9
 GM0636;UTM  13      - 4,063,962.141   547,135.387   MT  0.99962737   +0 18 56.1
 GM0636
 GM0636!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GM0636!SPC NM E     -   0.99970777  x   0.99991099  =   0.99961879
 GM0636!UTM  13      -   0.99970777  x   0.99962737  =   0.99933525
 GM0636
 GM0636:                Primary Azimuth Mark                     Grid Az
 GM0636:SPC NM E     -  3610415006                               040 56 12.8
 GM0636:UTM  13      -  3610415006                               040 32 17.8
 GM0636
 GM0636|---------------------------------------------------------------------|
 GM0636| PID    Reference Object                     Distance      Geod. Az  |
 GM0636|                                                           dddmmss.s |
 GM0636| GM0635 3610415006                          APPROX. 2.1 KM 0405113.9 |
 GM0636|---------------------------------------------------------------------|
 GM0636
 GM0636                          SUPERSEDED SURVEY CONTROL
 GM0636
 GM0636  NAD 83(1992)-  36 43 12.67163(N)    104 28 19.83705(W) AD(       ) 2
 GM0636  NAD 83(1986)-  36 43 12.67287(N)    104 28 19.83651(W) AD(       ) 2
 GM0636  NAD 27      -  36 43 12.56843(N)    104 28 17.87651(W) AD(       ) 2
 GM0636  NGVD 29 (07/19/86) 1880.2    (m)         6169.     (f) VERT ANG       
 GM0636
 GM0636.Superseded values are not recommended for survey control.
 GM0636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0636.See file dsdata.txt to determine how the superseded data were derived.
 GM0636
 GM0636_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEA4713563962(NAD 83)
 GM0636_MARKER: DD = SURVEY DISK
 GM0636_SETTING: 0 = UNSPECIFIED SETTING
 GM0636_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GM0636
 GM0636  HISTORY     - Date     Condition        Report By
 GM0636  HISTORY     - 1974     MONUMENTED       NMHC
 GM0636
 GM0636                          STATION DESCRIPTION
 GM0636
 GM0636'DESCRIBED BY NEW MEXICO STATE HIGHWAY COMMISSION 1974 (CWW)
 GM0636'THE STATION IS LOCATED IN COLFAX COUNTY, NEW MEXICO ALONG
 GM0636'INTERSTATE 25 AND IS ABOUT 13.0 MILES AIR LINE NORTH-NORTHEAST
 GM0636'OF MAXWELL, NEW MEXICO.
 GM0636'
 GM0636'TO REACH FROM THE MAXWELL EXIT INTERCHANGE WHICH LIES ABOUT
 GM0636'0.2 MILES EAST OF MAXWELL GO NORTH 13.7 MILES TO THE STATION ON
 GM0636'THE RIGHT.  THE STATION IS 79 FEET EAST OF THE CENTERLINE OF THE
 GM0636'NORTH BOUND LANE AND IS 5 FEET WEST OF THE EAST RIGHT OF WAY
 GM0636'FENCE.
 GM0636'
 GM0636'THE STATION IS A STANDARD NEW MEXICO HIGHWAY COMMISSION DISC SET
 GM0636'IN A CONCRETE MONUMENT PROJECTING ABOUT SIX INCHES ABOVE THE
 GM0636'GROUND AND STAMPED 3610415005, 1974.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0635 ***********************************************************************
 GM0635  DESIGNATION -  3610415006
 GM0635  PID         -  GM0635
 GM0635  STATE/COUNTY-  NM/COLFAX
 GM0635  USGS QUAD   -  EAGLE TAIL MOUNTAIN (1971)
 GM0635
 GM0635                         *CURRENT SURVEY CONTROL
 GM0635  ___________________________________________________________________
 GM0635* NAD 83(1992)-  36 44 05.36324(N)    104 27 23.21010(W)     ADJUSTED  
 GM0635* NAVD 88     -      1886.8    (meters)    6190.     (feet)  VERTCON   
 GM0635  ___________________________________________________________________
 GM0635  LAPLACE CORR-          -2.15  (seconds)                    DEFLEC99
 GM0635  GEOID HEIGHT-         -18.53  (meters)                     GEOID03
 GM0635
 GM0635  HORZ ORDER  -  SECOND
 GM0635
 GM0635.The horizontal coordinates were established by classical geodetic methods
 GM0635.and adjusted by the National Geodetic Survey in December 1993..
 GM0635
 GM0635.The NAVD 88 height was computed by applying the VERTCON shift value to
 GM0635.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GM0635
 GM0635.The Laplace correction was computed from DEFLEC99 derived deflections.
 GM0635
 GM0635.The geoid height was determined by GEOID03.
 GM0635
 GM0635;                    North         East     Units Scale Factor Converg.
 GM0635;SPC NM E     -   636,057.843   154,004.484   MT  0.99991058   -0 04 25.1
 GM0635;SPC NM E     - 2,086,799.77    505,263.04   sFT  0.99991058   -0 04 25.1
 GM0635;UTM  13      - 4,065,593.784   548,530.825   MT  0.99962902   +0 19 30.4
 GM0635
 GM0635!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GM0635!SPC NM E     -   0.99970689  x   0.99991058  =   0.99961750
 GM0635!UTM  13      -   0.99970689  x   0.99962902  =   0.99933602
 GM0635
 GM0635:                Primary Azimuth Mark                     Grid Az
 GM0635:SPC NM E     -  3610415007                               016 49 39.3
 GM0635:UTM  13      -  3610415007                               016 25 43.8
 GM0635
 GM0635|---------------------------------------------------------------------|
 GM0635| PID    Reference Object                     Distance      Geod. Az  |
 GM0635|                                                           dddmmss.s |
 GM0635| GM0651 3610415007                          APPROX. 2.0 KM 0164514.2 |
 GM0635|---------------------------------------------------------------------|
 GM0635
 GM0635                          SUPERSEDED SURVEY CONTROL
 GM0635
 GM0635  NAD 83(1992)-  36 44 05.36847(N)    104 27 23.21210(W) AD(       ) 2
 GM0635  NAD 83(1986)-  36 44 05.36979(N)    104 27 23.21148(W) AD(       ) 2
 GM0635  NAD 27      -  36 44 05.26625(N)    104 27 21.25335(W) AD(       ) 2
 GM0635  NGVD 29 (07/19/86) 1885.8    (m)         6187.     (f) VERT ANG       
 GM0635
 GM0635.Superseded values are not recommended for survey control.
 GM0635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0635.See file dsdata.txt to determine how the superseded data were derived.
 GM0635
 GM0635_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEA4853165594(NAD 83)
 GM0635_MARKER: DD = SURVEY DISK
 GM0635_SETTING: 0 = UNSPECIFIED SETTING
 GM0635_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GM0635
 GM0635  HISTORY     - Date     Condition        Report By
 GM0635  HISTORY     - 1974     MONUMENTED       NMHC
 GM0635
 GM0635                          STATION DESCRIPTION
 GM0635
 GM0635'DESCRIBED BY NEW MEXICO STATE HIGHWAY COMMISSION 1974 (CWW)
 GM0635'THE STATION IS LOCATED IN COLFAX COUNTY, NEW MEXICO ALONG
 GM0635'INTERSTATE 25 AND IS ABOUT 14.3 MILES AIR LINE NORTH-NORTHEAST
 GM0635'OF MAXWELL, NEW MEXICO.
 GM0635'
 GM0635'TO REACH FROM THE MAXWELL EXIT INTERCHANGE WHICH LIES ABOUT 0.2
 GM0635'MILES EAST OF MAXWELL GO 15.15 MILES TO THE STATION ON THE
 GM0635'RIGHT.  THE STATION IS 64 FEET EAST OF THE CENTERLINE OF THE NORTH
 GM0635'BOUND LANE AND IS 5 FEET WEST OF THE EAST RIGHT OF WAY FENCE.
 GM0635'
 GM0635'THE STATION IS A STANDARD NEW MEXICO HIGHWAY COMMISSION DISC SET
 GM0635'IN A CONCRETE MONUMENT PROJECTING ABOUT SIX INCHES ABOVE THE
 GM0635'GROUND AND STAMPED 3610415006, 1974.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0651 ***********************************************************************
 GM0651  DESIGNATION -  3610415007
 GM0651  PID         -  GM0651
 GM0651  STATE/COUNTY-  NM/COLFAX
 GM0651  USGS QUAD   -  CLIFTON HOUSE (1971)
 GM0651
 GM0651                         *CURRENT SURVEY CONTROL
 GM0651  ___________________________________________________________________
 GM0651* NAD 83(1992)-  36 45 06.24987(N)    104 27 00.43207(W)     ADJUSTED  
 GM0651* NAVD 88     -      1910.5    (meters)    6268.     (feet)  VERTCON   
 GM0651  ___________________________________________________________________
 GM0651  LAPLACE CORR-          -2.40  (seconds)                    DEFLEC99
 GM0651  GEOID HEIGHT-         -18.53  (meters)                     GEOID03
 GM0651
 GM0651  HORZ ORDER  -  SECOND
 GM0651
 GM0651.The horizontal coordinates were established by classical geodetic methods
 GM0651.and adjusted by the National Geodetic Survey in December 1993..
 GM0651
 GM0651.The NAVD 88 height was computed by applying the VERTCON shift value to
 GM0651.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GM0651
 GM0651.The Laplace correction was computed from DEFLEC99 derived deflections.
 GM0651
 GM0651.The geoid height was determined by GEOID03.
 GM0651
 GM0651;                    North         East     Units Scale Factor Converg.
 GM0651;SPC NM E     -   637,933.844   154,571.868   MT  0.99991043   -0 04 11.6
 GM0651;SPC NM E     - 2,092,954.62    507,124.54   sFT  0.99991043   -0 04 11.6
 GM0651;UTM  13      - 4,067,473.160   549,084.981   MT  0.99962968   +0 19 44.5
 GM0651
 GM0651!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GM0651!SPC NM E     -   0.99970316  x   0.99991043  =   0.99961362
 GM0651!UTM  13      -   0.99970316  x   0.99962968  =   0.99933295
 GM0651
 GM0651:                Primary Azimuth Mark                     Grid Az
 GM0651:SPC NM E     -  3610415008                               014 06 53.8
 GM0651:UTM  13      -  3610415008                               013 42 57.7
 GM0651
 GM0651|---------------------------------------------------------------------|
 GM0651| PID    Reference Object                     Distance      Geod. Az  |
 GM0651|                                                           dddmmss.s |
 GM0651| GM0648 3610415008                          APPROX. 2.7 KM 0140242.2 |
 GM0651|---------------------------------------------------------------------|
 GM0651
 GM0651                          SUPERSEDED SURVEY CONTROL
 GM0651
 GM0651  NAD 83(1992)-  36 45 06.25503(N)    104 27 00.43414(W) AD(       ) 2
 GM0651  NAD 83(1986)-  36 45 06.25644(N)    104 27 00.43345(W) AD(       ) 2
 GM0651  NAD 27      -  36 45 06.15395(N)    104 26 58.47625(W) AD(       ) 2
 GM0651  NGVD 29 (07/19/86) 1909.6    (m)         6265.     (f) VERT ANG       
 GM0651
 GM0651.Superseded values are not recommended for survey control.
 GM0651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0651.See file dsdata.txt to determine how the superseded data were derived.
 GM0651
 GM0651_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEA4908567473(NAD 83)
 GM0651_MARKER: DD = SURVEY DISK
 GM0651_SETTING: 0 = UNSPECIFIED SETTING
 GM0651_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GM0651
 GM0651  HISTORY     - Date     Condition        Report By
 GM0651  HISTORY     - 1974     MONUMENTED       NMHC
 GM0651
 GM0651                          STATION DESCRIPTION
 GM0651
 GM0651'DESCRIBED BY NEW MEXICO STATE HIGHWAY COMMISSION 1974 (CWW)
 GM0651'THE STATION IS LOCATED IN COLFAX COUNTY, NEW MEXICO ALONG
 GM0651'INTERSTATE 25 AND IS ABOUT 15.5 MILES AIR LINE NORTH-NORTHEAST OF
 GM0651'MAXWELL, NEW MEXICO.
 GM0651'
 GM0651'TO REACH FROM THE MAXWELL EXIT INTERCHANGE WHICH LIES ABOUT
 GM0651'0.2 MILES EAST OF MAXWELL GO NORTH 16.4 MILES TO THE STATION ON
 GM0651'THE RIGHT.  THE STATION IS 125 FEET EAST OF THE CENTERLINE OF THE
 GM0651'NORTH BOUND LANE AND IS 5 FEET WEST OF THE EAST RIGHT OF WAY FENCE
 GM0651'AT THE TOP OF A DEEP HIGHWAY CUT.
 GM0651'
 GM0651'THE STATION IS A STANDARD NEW MEXICO HIGHWAY COMMISSION DISC
 GM0651'SET IN A CONCRETE MONUMENT PROJECTING ABOUT SIX INCHES ABOVE THE
 GM0651'GROUND AND STAMPED 3610415007, 1974.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0648 ***********************************************************************
 GM0648  DESIGNATION -  3610415008
 GM0648  PID         -  GM0648
 GM0648  STATE/COUNTY-  NM/COLFAX
 GM0648  USGS QUAD   -  CLIFTON HOUSE (1971)
 GM0648
 GM0648                         *CURRENT SURVEY CONTROL
 GM0648  ___________________________________________________________________
 GM0648* NAD 83(1992)-  36 46 32.42484(N)    104 26 33.63363(W)     ADJUSTED  
 GM0648* NAVD 88     -      1928.3    (meters)    6326.     (feet)  VERTCON   
 GM0648  ___________________________________________________________________
 GM0648  LAPLACE CORR-          -2.46  (seconds)                    DEFLEC99
 GM0648  GEOID HEIGHT-         -18.51  (meters)                     GEOID03
 GM0648
 GM0648  HORZ ORDER  -  SECOND
 GM0648
 GM0648.The horizontal coordinates were established by classical geodetic methods
 GM0648.and adjusted by the National Geodetic Survey in December 1993..
 GM0648
 GM0648.The NAVD 88 height was computed by applying the VERTCON shift value to
 GM0648.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GM0648
 GM0648.The Laplace correction was computed from DEFLEC99 derived deflections.
 GM0648
 GM0648.The geoid height was determined by GEOID03.
 GM0648
 GM0648;                    North         East     Units Scale Factor Converg.
 GM0648;SPC NM E     -   640,589.239   155,239.594   MT  0.99991026   -0 03 55.7
 GM0648;SPC NM E     - 2,101,666.53    509,315.23   sFT  0.99991026   -0 03 55.7
 GM0648;UTM  13      - 4,070,132.396   549,734.016   MT  0.99963047   +0 20 01.2
 GM0648
 GM0648!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GM0648!SPC NM E     -   0.99970038  x   0.99991026  =   0.99961067
 GM0648!UTM  13      -   0.99970038  x   0.99963047  =   0.99933096
 GM0648
 GM0648:                Primary Azimuth Mark                     Grid Az
 GM0648:SPC NM E     -  3610415007                               194 06 53.9
 GM0648:UTM  13      -  3610415007                               193 42 57.0
 GM0648
 GM0648|---------------------------------------------------------------------|
 GM0648| PID    Reference Object                     Distance      Geod. Az  |
 GM0648|                                                           dddmmss.s |
 GM0648| GM0651 3610415007                          APPROX. 2.7 KM 1940258.2 |
 GM0648|---------------------------------------------------------------------|
 GM0648
 GM0648                          SUPERSEDED SURVEY CONTROL
 GM0648
 GM0648  NAD 83(1992)-  36 46 32.42986(N)    104 26 33.63582(W) AD(       ) 2
 GM0648  NAD 83(1986)-  36 46 32.43142(N)    104 26 33.63500(W) AD(       ) 2
 GM0648  NAD 27      -  36 46 32.33025(N)    104 26 31.67910(W) AD(       ) 2
 GM0648  NGVD 29 (07/19/86) 1927.3    (m)         6323.     (f) VERT ANG       
 GM0648
 GM0648.Superseded values are not recommended for survey control.
 GM0648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0648.See file dsdata.txt to determine how the superseded data were derived.
 GM0648
 GM0648_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEA4973470132(NAD 83)
 GM0648_MARKER: DD = SURVEY DISK
 GM0648_SETTING: 0 = UNSPECIFIED SETTING
 GM0648_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GM0648
 GM0648  HISTORY     - Date     Condition        Report By
 GM0648  HISTORY     - 1974     MONUMENTED       NMHC
 GM0648
 GM0648                          STATION DESCRIPTION
 GM0648
 GM0648'DESCRIBED BY NEW MEXICO STATE HIGHWAY COMMISSION 1974 (CWW)
 GM0648'THE STATION IS LOCATED IN COLFAX COUNTY, NEW MEXICO ALONG INTERSTATE
 GM0648'25 AND IS ABOUT 17.2 MILES AIR LINE NORTH-NORTHEAST OF MAXWELL,
 GM0648'NEW MEXICO.
 GM0648'
 GM0648'TO REACH FROM THE MAXWELL EXIT INTERCHANGE WHICH LIES ABOUT 0.2
 GM0648'MILES EAST OF MAXWELL GO NORTH 18.1 MILES TO THE STATION ON THE
 GM0648'LEFT.  THE STATION IS 78 FEET WEST OF THE CENTERLINE OF THE SOUTH
 GM0648'BOUND LANE AND IS 6 FEET EAST OF THE WEST RIGHT OF WAY FENCE.
 GM0648'
 GM0648'THE STATION IS A STANDARD NEW MEXICO HIGHWAY COMMISSION DISC SET
 GM0648'IN A CONCRETE MONUMENT PROJECTING ABOUT SIX INCHES ABOVE THE
 GM0648'GROUND AND STAMPED 3610415008, 1974.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0646 ***********************************************************************
 GM0646  DESIGNATION -  3610415009
 GM0646  PID         -  GM0646
 GM0646  STATE/COUNTY-  NM/COLFAX
 GM0646  USGS QUAD   -  CLIFTON HOUSE (1971)
 GM0646
 GM0646                         *CURRENT SURVEY CONTROL
 GM0646  ___________________________________________________________________
 GM0646* NAD 83(1992)-  36 47 54.46656(N)    104 26 22.88708(W)     ADJUSTED  
 GM0646* NAVD 88     -      1941.4    (meters)    6369.     (feet)  VERTCON   
 GM0646  ___________________________________________________________________
 GM0646  LAPLACE CORR-          -2.50  (seconds)                    DEFLEC99
 GM0646  GEOID HEIGHT-         -18.49  (meters)                     GEOID03
 GM0646
 GM0646  HORZ ORDER  -  SECOND
 GM0646
 GM0646.The horizontal coordinates were established by classical geodetic methods
 GM0646.and adjusted by the National Geodetic Survey in December 1993..
 GM0646
 GM0646.The NAVD 88 height was computed by applying the VERTCON shift value to
 GM0646.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GM0646
 GM0646.The Laplace correction was computed from DEFLEC99 derived deflections.
 GM0646
 GM0646.The geoid height was determined by GEOID03.
 GM0646
 GM0646;                    North         East     Units Scale Factor Converg.
 GM0646;SPC NM E     -   643,117.730   155,508.873   MT  0.99991020   -0 03 49.4
 GM0646;SPC NM E     - 2,109,962.09    510,198.69   sFT  0.99991020   -0 03 49.4
 GM0646;UTM  13      - 4,072,661.994   549,985.600   MT  0.99963078   +0 20 08.3
 GM0646
 GM0646!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GM0646!SPC NM E     -   0.99969832  x   0.99991020  =   0.99960855
 GM0646!UTM  13      -   0.99969832  x   0.99963078  =   0.99932922
 GM0646
 GM0646:                Primary Azimuth Mark                     Grid Az
 GM0646:SPC NM E     -  3610415010                               350 17 19.5
 GM0646:UTM  13      -  3610415010                               349 53 21.8
 GM0646
 GM0646|---------------------------------------------------------------------|
 GM0646| PID    Reference Object                     Distance      Geod. Az  |
 GM0646|                                                           dddmmss.s |
 GM0646| GM0649 3610415010                          APPROX. 2.2 KM 3501330.1 |
 GM0646|---------------------------------------------------------------------|
 GM0646
 GM0646                          SUPERSEDED SURVEY CONTROL
 GM0646
 GM0646  NAD 83(1992)-  36 47 54.47148(N)    104 26 22.88935(W) AD(       ) 2
 GM0646  NAD 83(1986)-  36 47 54.47344(N)    104 26 22.88842(W) AD(       ) 2
 GM0646  NAD 27      -  36 47 54.37458(N)    104 26 20.93332(W) AD(       ) 2
 GM0646  NGVD 29 (07/19/86) 1940.4    (m)         6366.     (f) VERT ANG       
 GM0646
 GM0646.Superseded values are not recommended for survey control.
 GM0646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0646.See file dsdata.txt to determine how the superseded data were derived.
 GM0646
 GM0646_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEA4998672662(NAD 83)
 GM0646_MARKER: DD = SURVEY DISK
 GM0646_SETTING: 0 = UNSPECIFIED SETTING
 GM0646_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GM0646
 GM0646  HISTORY     - Date     Condition        Report By
 GM0646  HISTORY     - 1975     MONUMENTED       NMHC
 GM0646
 GM0646                          STATION DESCRIPTION
 GM0646
 GM0646'DESCRIBED BY NEW MEXICO STATE HIGHWAY COMMISSION 1975 (CWW)
 GM0646'THE STATION IS LOCATED IN COLFAX COUNTY ALONG INTERSTATE 25 ABOUT
 GM0646'7.0 AIRMILES SOUTH OF RATON, NEW MEXICO.
 GM0646'
 GM0646'THE STATION IS AT MILEPOST 445.5.
 GM0646'
 GM0646'TO REACH FROM THE INTERSECTION OF SOUTH SECOND ST. (U.S. 64,85)
 GM0646'AND CLAYTON ROAD (U.S. 64,87) IN RATON GO EAST ON CLAYTON ROAD
 GM0646'0.5 MILES TO THE SOUTH BOUND INTERSTATE ON-RAMP.  TURN RIGHT ONTO
 GM0646'THE INTERSTATE AND GO SOUTH 6.2 MILES TO THE STATION ON THE
 GM0646'LEFT.  THE STATION IS 77 FEET EAST OF THE CENTERLINE OF THE
 GM0646'NORTH-BOUND LANE AND 7 FEET WEST OF THE EAST RIGHT OF WAY FENCE.
 GM0646'
 GM0646'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 GM0646'DISK SET IN A CONCRETE POST PROJECTING ABOUT SIX INCHES ABOVE
 GM0646'THE GROUND AND STAMPED 3610415009, 1975.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0649 ***********************************************************************
 GM0649  DESIGNATION -  3610415010
 GM0649  PID         -  GM0649
 GM0649  STATE/COUNTY-  NM/COLFAX
 GM0649  USGS QUAD   -  CLIFTON HOUSE (1971)
 GM0649
 GM0649                         *CURRENT SURVEY CONTROL
 GM0649  ___________________________________________________________________
 GM0649* NAD 83(1992)-  36 49 04.49188(N)    104 26 37.89202(W)     ADJUSTED  
 GM0649* NAVD 88     -      1962.1    (meters)    6437.     (feet)  VERTCON   
 GM0649  ___________________________________________________________________
 GM0649  LAPLACE CORR-          -2.65  (seconds)                    DEFLEC99
 GM0649  GEOID HEIGHT-         -18.46  (meters)                     GEOID03
 GM0649
 GM0649  HORZ ORDER  -  SECOND
 GM0649
 GM0649.The horizontal coordinates were established by classical geodetic methods
 GM0649.and adjusted by the National Geodetic Survey in December 1993..
 GM0649
 GM0649.The NAVD 88 height was computed by applying the VERTCON shift value to
 GM0649.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GM0649
 GM0649.The Laplace correction was computed from DEFLEC99 derived deflections.
 GM0649
 GM0649.The geoid height was determined by GEOID03.
 GM0649
 GM0649;                    North         East     Units Scale Factor Converg.
 GM0649;SPC NM E     -   645,276.566   155,139.420   MT  0.99991029   -0 03 58.4
 GM0649;SPC NM E     - 2,117,044.87    508,986.58   sFT  0.99991029   -0 03 58.4
 GM0649;UTM  13      - 4,074,817.598   549,601.214   MT  0.99963031   +0 19 59.8
 GM0649
 GM0649!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GM0649!SPC NM E     -   0.99969507  x   0.99991029  =   0.99960539
 GM0649!UTM  13      -   0.99969507  x   0.99963031  =   0.99932549
 GM0649
 GM0649:                Primary Azimuth Mark                     Grid Az
 GM0649:SPC NM E     -  3610415011                               356 31 23.5
 GM0649:UTM  13      -  3610415011                               356 07 25.3
 GM0649
 GM0649|---------------------------------------------------------------------|
 GM0649| PID    Reference Object                     Distance      Geod. Az  |
 GM0649|                                                           dddmmss.s |
 GM0649| GM0650 3610415011                          APPROX. 1.4 KM 3562725.1 |
 GM0649|---------------------------------------------------------------------|
 GM0649
 GM0649                          SUPERSEDED SURVEY CONTROL
 GM0649
 GM0649  NAD 83(1992)-  36 49 04.49671(N)    104 26 37.89436(W) AD(       ) 2
 GM0649  NAD 83(1986)-  36 49 04.49893(N)    104 26 37.89339(W) AD(       ) 2
 GM0649  NAD 27      -  36 49 04.40192(N)    104 26 35.93852(W) AD(       ) 2
 GM0649  NGVD 29 (07/19/86) 1961.1    (m)         6434.     (f) VERT ANG       
 GM0649
 GM0649.Superseded values are not recommended for survey control.
 GM0649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0649.See file dsdata.txt to determine how the superseded data were derived.
 GM0649
 GM0649_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEA4960174818(NAD 83)
 GM0649_MARKER: DD = SURVEY DISK
 GM0649_SETTING: 0 = UNSPECIFIED SETTING
 GM0649_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GM0649
 GM0649  HISTORY     - Date     Condition        Report By
 GM0649  HISTORY     - 1975     MONUMENTED       NMHC
 GM0649
 GM0649                          STATION DESCRIPTION
 GM0649
 GM0649'DESCRIBED BY NEW MEXICO STATE HIGHWAY COMMISSION 1975 (CWW)
 GM0649'THE STATION IS LOCATED IN COLFAX COUNTY ALONG INTERSTATE 25
 GM0649'ABOUT 5.6 AIRMILES SOUTH OF RATON, NEW MEXICO.
 GM0649'
 GM0649'THE STATION IS AT MILEPOST 446.9.
 GM0649'
 GM0649'TO REACH FROM THE INTERSECTION OF SOUTH SECOND ST. (U.S. 64,85)
 GM0649'AND CLAYTON ROAD (U.S. 64,87) IN RATON GO EAST ON CLAYTON ROAD
 GM0649'0.5 MILES TO THE SOUTH BOUND INTERSTATE ON-RAMP.  TURN RIGHT ONTO
 GM0649'THE INTERSTATE AND GO SOUTH 4.8 MILES TO THE STATION ON THE
 GM0649'RIGHT.  THE STATION IS 102 FEET WEST OF THE CENTERLINE OF THE
 GM0649'SOUTH-BOUND LANE AT THE SOUTHWEST CORNER OF THE TAOS INTERCHANGE
 GM0649'BRIDGE 5 FEET SOUTH OF A GUARDRAIL AND 20 FEET SOUTH OF THE
 GM0649'CENTERLINE OF THE OVERPASS ROAD.
 GM0649'
 GM0649'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 GM0649'DISK SET IN A CONCRETE POST PROJECTING ABOUT SIX INCHES ABOVE
 GM0649'THE GROUND AND STAMPED 3610415010, 1975.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0650 ***********************************************************************
 GM0650  DESIGNATION -  3610415011
 GM0650  PID         -  GM0650
 GM0650  STATE/COUNTY-  NM/COLFAX
 GM0650  USGS QUAD   -  CLIFTON HOUSE (1971)
 GM0650
 GM0650                         *CURRENT SURVEY CONTROL
 GM0650  ___________________________________________________________________
 GM0650* NAD 83(1992)-  36 49 48.76134(N)    104 26 41.30177(W)     ADJUSTED  
 GM0650* NAVD 88     -      1989.4    (meters)    6527.     (feet)  VERTCON   
 GM0650  ___________________________________________________________________
 GM0650  LAPLACE CORR-          -2.70  (seconds)                    DEFLEC99
 GM0650  GEOID HEIGHT-         -18.44  (meters)                     GEOID03
 GM0650
 GM0650  HORZ ORDER  -  SECOND
 GM0650
 GM0650.The horizontal coordinates were established by classical geodetic methods
 GM0650.and adjusted by the National Geodetic Survey in December 1993..
 GM0650
 GM0650.The NAVD 88 height was computed by applying the VERTCON shift value to
 GM0650.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GM0650
 GM0650.The Laplace correction was computed from DEFLEC99 derived deflections.
 GM0650
 GM0650.The geoid height was determined by GEOID03.
 GM0650
 GM0650;                    North         East     Units Scale Factor Converg.
 GM0650;SPC NM E     -   646,641.200   155,056.511   MT  0.99991031   -0 04 00.6
 GM0650;SPC NM E     - 2,121,522.00    508,714.57   sFT  0.99991031   -0 04 00.6
 GM0650;UTM  13      - 4,076,181.239   549,508.815   MT  0.99963020   +0 19 58.1
 GM0650
 GM0650!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GM0650!SPC NM E     -   0.99969079  x   0.99991031  =   0.99960113
 GM0650!UTM  13      -   0.99969079  x   0.99963020  =   0.99932110
 GM0650
 GM0650:                Primary Azimuth Mark                     Grid Az
 GM0650:SPC NM E     -  3610415012                               007 36 02.6
 GM0650:UTM  13      -  3610415012                               007 12 03.9
 GM0650
 GM0650|---------------------------------------------------------------------|
 GM0650| PID    Reference Object                     Distance      Geod. Az  |
 GM0650|                                                           dddmmss.s |
 GM0650| GM0647 3610415012                          APPROX. 3.3 KM 0073202.0 |
 GM0650|---------------------------------------------------------------------|
 GM0650
 GM0650                          SUPERSEDED SURVEY CONTROL
 GM0650
 GM0650  NAD 83(1992)-  36 49 48.76613(N)    104 26 41.30419(W) AD(       ) 2
 GM0650  NAD 83(1986)-  36 49 48.76845(N)    104 26 41.30315(W) AD(       ) 2
 GM0650  NAD 27      -  36 49 48.67249(N)    104 26 39.34854(W) AD(       ) 2
 GM0650  NGVD 29 (07/19/86) 1988.4    (m)         6524.     (f) VERT ANG       
 GM0650
 GM0650.Superseded values are not recommended for survey control.
 GM0650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0650.See file dsdata.txt to determine how the superseded data were derived.
 GM0650
 GM0650_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEA4950976181(NAD 83)
 GM0650_MARKER: DD = SURVEY DISK
 GM0650_SETTING: 0 = UNSPECIFIED SETTING
 GM0650_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GM0650
 GM0650  HISTORY     - Date     Condition        Report By
 GM0650  HISTORY     - 1975     MONUMENTED       NMHC
 GM0650
 GM0650                          STATION DESCRIPTION
 GM0650
 GM0650'DESCRIBED BY NEW MEXICO STATE HIGHWAY COMMISSION 1975 (CWW)
 GM0650'THE STATION IS LOCATED IN COLFAX COUNTY ALONG INTERSTATE 25
 GM0650'ABOUT 4.8 AIRMILES SOUTH OF RATON, NEW MEXICO.
 GM0650'
 GM0650'THE STATION IS AT MILEPOST 447.7.
 GM0650'
 GM0650'TO REACH FROM THE INTERSECTION OF SOUTH SECOND ST. (U.S. 64,85)
 GM0650'AND CLAYTON ROAD (U.S. 64,87) IN RATON GO EAST ON CLAYTON ROAD 0.5
 GM0650'MILES TO THE SOUTH BOUND INTERSTATE ON-RAMP.  TURN RIGHT ONTO THE
 GM0650'INTERSTATE AND GO SOUTH 3.95 MILES TO THE STATION ON THE
 GM0650'RIGHT.  THE STATION IS 188 FEET WEST OF THE CENTERLINE OF THE
 GM0650'SOUTH-BOUND LANE AND 5 FEET EAST OF THE WEST RIGHT OF WAY FENCE
 GM0650'ON A DEEP ROADWAY CUT.
 GM0650'
 GM0650'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 GM0650'DISK SET IN A CONCRETE POST PROJECTING ABOUT SIX INCHES ABOVE THE
 GM0650'GROUND AND STAMPED 3610415011, 1975.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0647 ***********************************************************************
 GM0647  DESIGNATION -  3610415012
 GM0647  PID         -  GM0647
 GM0647  STATE/COUNTY-  NM/COLFAX
 GM0647  USGS QUAD   -  CLIFTON HOUSE (1971)
 GM0647
 GM0647                         *CURRENT SURVEY CONTROL
 GM0647  ___________________________________________________________________
 GM0647* NAD 83(1992)-  36 51 33.46872(N)    104 26 24.06853(W)     ADJUSTED  
 GM0647* NAVD 88     -      2004.0    (meters)    6575.     (feet)  VERTCON   
 GM0647  ___________________________________________________________________
 GM0647  LAPLACE CORR-          -2.28  (seconds)                    DEFLEC99
 GM0647  GEOID HEIGHT-         -18.41  (meters)                     GEOID03
 GM0647
 GM0647  HORZ ORDER  -  SECOND
 GM0647
 GM0647.The horizontal coordinates were established by classical geodetic methods
 GM0647.and adjusted by the National Geodetic Survey in December 1993..
 GM0647
 GM0647.The NAVD 88 height was computed by applying the VERTCON shift value to
 GM0647.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GM0647
 GM0647.The Laplace correction was computed from DEFLEC99 derived deflections.
 GM0647
 GM0647.The geoid height was determined by GEOID03.
 GM0647
 GM0647;                    North         East     Units Scale Factor Converg.
 GM0647;SPC NM E     -   649,868.164   155,487.121   MT  0.99991021   -0 03 50.4
 GM0647;SPC NM E     - 2,132,109.13    510,127.33   sFT  0.99991021   -0 03 50.4
 GM0647;UTM  13      - 4,079,410.225   549,916.786   MT  0.99963070   +0 20 09.3
 GM0647
 GM0647!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GM0647!SPC NM E     -   0.99968849  x   0.99991021  =   0.99959873
 GM0647!UTM  13      -   0.99968849  x   0.99963070  =   0.99931931
 GM0647
 GM0647:                Primary Azimuth Mark                     Grid Az
 GM0647:SPC NM E     -  3610415011                               187 36 02.7
 GM0647:UTM  13      -  3610415011                               187 12 03.0
 GM0647
 GM0647|---------------------------------------------------------------------|
 GM0647| PID    Reference Object                     Distance      Geod. Az  |
 GM0647|                                                           dddmmss.s |
 GM0647| GM0650 3610415011                          APPROX. 3.3 KM 1873212.3 |
 GM0647|---------------------------------------------------------------------|
 GM0647
 GM0647                          SUPERSEDED SURVEY CONTROL
 GM0647
 GM0647  NAD 83(1992)-  36 51 33.47339(N)    104 26 24.07124(W) AD(       ) 2
 GM0647  NAD 83(1986)-  36 51 33.47631(N)    104 26 24.06988(W) AD(       ) 2
 GM0647  NAD 27      -  36 51 33.38343(N)    104 26 22.11627(W) AD(       ) 2
 GM0647  NGVD 29 (07/19/86) 2003.0    (m)         6572.     (f) VERT ANG       
 GM0647
 GM0647.Superseded values are not recommended for survey control.
 GM0647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0647.See file dsdata.txt to determine how the superseded data were derived.
 GM0647
 GM0647_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEA4991779410(NAD 83)
 GM0647_MARKER: DD = SURVEY DISK
 GM0647_SETTING: 0 = UNSPECIFIED SETTING
 GM0647_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GM0647
 GM0647  HISTORY     - Date     Condition        Report By
 GM0647  HISTORY     - 1975     MONUMENTED       NMHC
 GM0647
 GM0647                          STATION DESCRIPTION
 GM0647
 GM0647'DESCRIBED BY NEW MEXICO STATE HIGHWAY COMMISSION 1975 (CWW)
 GM0647'THE STATION IS LOCATED IN COLFAX COUNTY ALONG INTERSTATE 25 ABOUT
 GM0647'2.8 AIRMILES SOUTH OF RATON, NEW MEXICO.
 GM0647'
 GM0647'THE STATION IS AT MILEPOST 449.75.
 GM0647'
 GM0647'TO REACH FROM THE INTERSECTION OF SOUTH SECOND ST. (U.S. 64,85)
 GM0647'AND CLAYTON ROAD (U.S. 64,87) IN RATON GO EAST ON CLAYTON ROAD
 GM0647'0.5 MILES TO THE SOUTH BOUND INTERSTATE ON-RAMP.  TURN RIGHT ONTO
 GM0647'THE INTERSTATE AND GO SOUTH 1.85 MILES TO THE STATION ON THE
 GM0647'LEFT.  THE STATION IS 106 FEET EAST OF THE CENTERLINE OF THE
 GM0647'NORTH-BOUND LANE AND 5 FEET WEST OF THE EAST RIGHT OF WAY FENCE
 GM0647'ADJACENT TO THE BEGINNING OF THE OFF-RAMP FOR THE SOUTH RATON
 GM0647'INTERCHANGE.
 GM0647'
 GM0647'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 GM0647'DISK SET IN A CONCRETE POST PROJECTING ABOUT SIX INCHES ABOVE THE
 GM0647'GROUND AND STAMPED 3610415012, 1975.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0645 ***********************************************************************
 GM0645  DESIGNATION -  3610415013
 GM0645  PID         -  GM0645
 GM0645  STATE/COUNTY-  NM/COLFAX
 GM0645  USGS QUAD   -  CLIFTON HOUSE (1971)
 GM0645
 GM0645                         *CURRENT SURVEY CONTROL
 GM0645  ___________________________________________________________________
 GM0645* NAD 83(1992)-  36 52 12.89545(N)    104 26 11.45934(W)     ADJUSTED  
 GM0645* NAVD 88     -      2011.3    (meters)    6599.     (feet)  VERTCON   
 GM0645  ___________________________________________________________________
 GM0645  LAPLACE CORR-          -2.12  (seconds)                    DEFLEC99
 GM0645  GEOID HEIGHT-         -18.39  (meters)                     GEOID03
 GM0645
 GM0645  HORZ ORDER  -  SECOND
 GM0645
 GM0645.The horizontal coordinates were established by classical geodetic methods
 GM0645.and adjusted by the National Geodetic Survey in December 1993..
 GM0645
 GM0645.The NAVD 88 height was computed by applying the VERTCON shift value to
 GM0645.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GM0645
 GM0645.The Laplace correction was computed from DEFLEC99 derived deflections.
 GM0645
 GM0645.The geoid height was determined by GEOID03.
 GM0645
 GM0645;                    North         East     Units Scale Factor Converg.
 GM0645;SPC NM E     -   651,083.095   155,800.748   MT  0.99991013   -0 03 42.9
 GM0645;SPC NM E     - 2,136,095.12    511,156.29   sFT  0.99991013   -0 03 42.9
 GM0645;UTM  13      - 4,080,626.977   550,221.838   MT  0.99963107   +0 20 17.2
 GM0645
 GM0645!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GM0645!SPC NM E     -   0.99968734  x   0.99991013  =   0.99959750
 GM0645!UTM  13      -   0.99968734  x   0.99963107  =   0.99931853
 GM0645
 GM0645:                Primary Azimuth Mark                     Grid Az
 GM0645:SPC NM E     -  3610415014                               018 14 01.4
 GM0645:UTM  13      -  3610415014                               017 50 01.3
 GM0645
 GM0645|---------------------------------------------------------------------|
 GM0645| PID    Reference Object                     Distance      Geod. Az  |
 GM0645|                                                           dddmmss.s |
 GM0645| GM0665 3610415014                          APPROX. 1.7 KM 0181018.5 |
 GM0645|---------------------------------------------------------------------|
 GM0645
 GM0645                          SUPERSEDED SURVEY CONTROL
 GM0645
 GM0645  NAD 83(1992)-  36 52 12.90015(N)    104 26 11.46217(W) AD(       ) 2
 GM0645  NAD 83(1986)-  36 52 12.90308(N)    104 26 11.46071(W) AD(       ) 2
 GM0645  NAD 27      -  36 52 12.81094(N)    104 26 09.50763(W) AD(       ) 2
 GM0645  NGVD 29 (07/19/86) 2010.3    (m)         6595.     (f) VERT ANG       
 GM0645
 GM0645.Superseded values are not recommended for survey control.
 GM0645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0645.See file dsdata.txt to determine how the superseded data were derived.
 GM0645
 GM0645_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEA5022280627(NAD 83)
 GM0645_MARKER: DD = SURVEY DISK
 GM0645_SETTING: 0 = UNSPECIFIED SETTING
 GM0645_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GM0645
 GM0645  HISTORY     - Date     Condition        Report By
 GM0645  HISTORY     - 1975     MONUMENTED       NMHC
 GM0645
 GM0645                          STATION DESCRIPTION
 GM0645
 GM0645'DESCRIBED BY NEW MEXICO STATE HIGHWAY COMMISSION 1975 (CWW)
 GM0645'THE STATION IS LOCATED IN COLFAX COUNTY ALONG INTERSTATE 25 ABOUT
 GM0645'2.0 AIRMILES SOUTH OF RATON, NEW MEXICO.
 GM0645'
 GM0645'THE STATION IS AT MILEPOST 450.6.
 GM0645'
 GM0645'TO REACH FROM THE INTERSECTION OF SOUTH SECOND ST. (U.S. 64,85)
 GM0645'AND CLAYTON ROAD (U.S. 64,87) GO SOUTH ON SECOND STREET 1 MILE TO
 GM0645'THE INTERSECTION WITH HEREFORD STREET.  TURN LEFT ONTO HEREFORD
 GM0645'STREET AND GO EAST 0.25 MILES TO THE STATION ON THE RIGHT.  THE
 GM0645'STATION IS AT THE SOUTHEAST CORNER OF THE OVERPASS BRIDGE 36 FEET
 GM0645'SOUTH OF THE OVERPASS ROAD AND 115 FEET EASTOF THE NORTH-BOUND
 GM0645'LANE OF THE INTERSTATE.
 GM0645'
 GM0645'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 GM0645'DISK SET IN A CONCRETE POST PROJECTING ABOUT SIX INCHES ABOVE
 GM0645'THE GROUND AND STAMPED 3610415013, 1975.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0665 ***********************************************************************
 GM0665  DESIGNATION -  3610415014
 GM0665  PID         -  GM0665
 GM0665  STATE/COUNTY-  NM/COLFAX
 GM0665  USGS QUAD   -  RATON (1971)
 GM0665
 GM0665                         *CURRENT SURVEY CONTROL
 GM0665  ___________________________________________________________________
 GM0665* NAD 83(1992)-  36 53 05.69142(N)    104 25 49.88585(W)     ADJUSTED  
 GM0665* NAVD 88     -      2008.8    (meters)    6591.     (feet)  VERTCON   
 GM0665  ___________________________________________________________________
 GM0665  LAPLACE CORR-          -1.95  (seconds)                    DEFLEC99
 GM0665  GEOID HEIGHT-         -18.37  (meters)                     GEOID03
 GM0665
 GM0665  HORZ ORDER  -  SECOND
 GM0665
 GM0665.The horizontal coordinates were established by classical geodetic methods
 GM0665.and adjusted by the National Geodetic Survey in December 1993..
 GM0665
 GM0665.The NAVD 88 height was computed by applying the VERTCON shift value to
 GM0665.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GM0665
 GM0665.The Laplace correction was computed from DEFLEC99 derived deflections.
 GM0665
 GM0665.The geoid height was determined by GEOID03.
 GM0665
 GM0665;                    North         East     Units Scale Factor Converg.
 GM0665;SPC NM E     -   652,709.902   156,336.676   MT  0.99991002   -0 03 30.0
 GM0665;SPC NM E     - 2,141,432.40    512,914.58   sFT  0.99991002   -0 03 30.0
 GM0665;UTM  13      - 4,082,257.031   550,746.247   MT  0.99963172   +0 20 30.5
 GM0665
 GM0665!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GM0665!SPC NM E     -   0.99968773  x   0.99991002  =   0.99959778
 GM0665!UTM  13      -   0.99968773  x   0.99963172  =   0.99931957
 GM0665
 GM0665:                Primary Azimuth Mark                     Grid Az
 GM0665:SPC NM E     -  3610415015                               018 07 31.5
 GM0665:UTM  13      -  3610415015                               017 43 31.0
 GM0665
 GM0665|---------------------------------------------------------------------|
 GM0665| PID    Reference Object                     Distance      Geod. Az  |
 GM0665|                                                           dddmmss.s |
 GM0665| GM0662 3610415015                          APPROX. 1.8 KM 0180401.5 |
 GM0665|---------------------------------------------------------------------|
 GM0665
 GM0665                          SUPERSEDED SURVEY CONTROL
 GM0665
 GM0665  NAD 83(1992)-  36 53 05.69618(N)    104 25 49.88886(W) AD(       ) 2
 GM0665  NAD 83(1986)-  36 53 05.69913(N)    104 25 49.88726(W) AD(       ) 2
 GM0665  NAD 27      -  36 53 05.60793(N)    104 25 47.93494(W) AD(       ) 2
 GM0665  NGVD 29 (07/19/86) 2007.8    (m)         6587.     (f) VERT ANG       
 GM0665
 GM0665.Superseded values are not recommended for survey control.
 GM0665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0665.See file dsdata.txt to determine how the superseded data were derived.
 GM0665
 GM0665_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEA5074682257(NAD 83)
 GM0665_MARKER: DD = SURVEY DISK
 GM0665_SETTING: 0 = UNSPECIFIED SETTING
 GM0665_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GM0665
 GM0665  HISTORY     - Date     Condition        Report By
 GM0665  HISTORY     - 1975     MONUMENTED       NMHC
 GM0665
 GM0665                          STATION DESCRIPTION
 GM0665
 GM0665'DESCRIBED BY NEW MEXICO STATE HIGHWAY COMMISSION 1975 (CWW)
 GM0665'THE STATION IS LOCATED IN COLFAX COUNTY ALONG INTERSTATE 25 ABOUT
 GM0665'1.2 AIRMILES SOUTH-SOUTHEAST OF RATON, NEW MEXICO.
 GM0665'
 GM0665'THE STATION IS AT MILEPOST 451.6.
 GM0665'
 GM0665'TO REACH FROM THE INTERSECTION OF SOUTH SECOND ST. (U.S. 64,85)
 GM0665'AND CLAYTON ROAD (U.S. 64,87) IN RATON GO EAST ON CLAYTON ROAD
 GM0665'0.55 MILES TO THE STATION ON THE LEFT.  THE STATION IS IN THE
 GM0665'MEDIAN AT THE EAST END OF THE OVERPASS BRIDGES 131 FEET EAST OF THE
 GM0665'CENTERLINE OF THE NORTH-BOUND LANE OF THE INTERSTATE.
 GM0665'
 GM0665'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION DISK
 GM0665'SET IN A CONCRETE POST PROJECTING ABOUT SIX INCHES ABOVE THE GROUND
 GM0665'AND STAMPED 3610415014, 1975.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0662 ***********************************************************************
 GM0662  DESIGNATION -  3610415015
 GM0662  PID         -  GM0662
 GM0662  STATE/COUNTY-  NM/COLFAX
 GM0662  USGS QUAD   -  RATON (1971)
 GM0662
 GM0662                         *CURRENT SURVEY CONTROL
 GM0662  ___________________________________________________________________
 GM0662* NAD 83(1992)-  36 54 00.68995(N)    104 25 27.54636(W)     ADJUSTED  
 GM0662* NAVD 88     -      2030.2    (meters)    6661.     (feet)  VERTCON   
 GM0662  ___________________________________________________________________
 GM0662  LAPLACE CORR-          -1.92  (seconds)                    DEFLEC99
 GM0662  GEOID HEIGHT-         -18.34  (meters)                     GEOID03
 GM0662
 GM0662  HORZ ORDER  -  SECOND
 GM0662
 GM0662.The horizontal coordinates were established by classical geodetic methods
 GM0662.and adjusted by the National Geodetic Survey in December 1993..
 GM0662
 GM0662.The NAVD 88 height was computed by applying the VERTCON shift value to
 GM0662.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GM0662
 GM0662.The Laplace correction was computed from DEFLEC99 derived deflections.
 GM0662
 GM0662.The geoid height was determined by GEOID03.
 GM0662
 GM0662;                    North         East     Units Scale Factor Converg.
 GM0662;SPC NM E     -   654,404.619   156,891.427   MT  0.99990990   -0 03 16.7
 GM0662;SPC NM E     - 2,146,992.49    514,734.62   sFT  0.99990990   -0 03 16.7
 GM0662;UTM  13      - 4,083,955.110   551,288.997   MT  0.99963241   +0 20 44.4
 GM0662
 GM0662!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GM0662!SPC NM E     -   0.99968437  x   0.99990990  =   0.99959430
 GM0662!UTM  13      -   0.99968437  x   0.99963241  =   0.99931690
 GM0662
 GM0662:                Primary Azimuth Mark                     Grid Az
 GM0662:SPC NM E     -  3610415016                               359 48 04.9
 GM0662:UTM  13      -  3610415016                               359 24 03.8
 GM0662
 GM0662|---------------------------------------------------------------------|
 GM0662| PID    Reference Object                     Distance      Geod. Az  |
 GM0662|                                                           dddmmss.s |
 GM0662| GM0663 3610415016                          APPROX. 0.9 KM 3594448.2 |
 GM0662|---------------------------------------------------------------------|
 GM0662
 GM0662                          SUPERSEDED SURVEY CONTROL
 GM0662
 GM0662  NAD 83(1992)-  36 54 00.69478(N)    104 25 27.54956(W) AD(       ) 2
 GM0662  NAD 83(1986)-  36 54 00.69773(N)    104 25 27.54779(W) AD(       ) 2
 GM0662  NAD 27      -  36 54 00.60749(N)    104 25 25.59627(W) AD(       ) 2
 GM0662  NGVD 29 (07/19/86) 2029.2    (m)         6657.     (f) VERT ANG       
 GM0662
 GM0662.Superseded values are not recommended for survey control.
 GM0662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0662.See file dsdata.txt to determine how the superseded data were derived.
 GM0662
 GM0662_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEA5128983955(NAD 83)
 GM0662_MARKER: DD = SURVEY DISK
 GM0662_SETTING: 0 = UNSPECIFIED SETTING
 GM0662_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GM0662
 GM0662  HISTORY     - Date     Condition        Report By
 GM0662  HISTORY     - 1975     MONUMENTED       NMHC
 GM0662
 GM0662                          STATION DESCRIPTION
 GM0662
 GM0662'DESCRIBED BY NEW MEXICO STATE HIGHWAY COMMISSION 1975 (CWW)
 GM0662'THE STATION IS LOCATED IN COLFAX COUNTY ALONG INTERSTATE 25
 GM0662'ABOUT 1.0 AIRMILES EAST OF RATON, NEW MEXICO.
 GM0662'
 GM0662'THE STATION IS AT MILEPOST 452.75.
 GM0662'
 GM0662'TO REACH FROM THE INTERSECTION OF SOUTH SECOND ST. (U.S. 64,85)
 GM0662'AND CLAYTON ROAD (U.S. 64,87) IN RATON GO EAST ON CLAYTON ROAD
 GM0662'0.55 MILES CROSSING OVER THE INTERSTATE HIGHWAY.  TURN LEFT ONTO
 GM0662'THE INTERSTATE ON-RAMP AND GO NORTH 1.05 MILES TO THE FOLSOM
 GM0662'INTERCHANGE OFF-RAMP.  LEAVE THE INTERSTATE FOLLOWING THE
 GM0662'OFF-RAMP TO THE STATION WHICH IS 24 FEET SOUTH OF THE INTERCHANGE
 GM0662'CROSSROAD.  THE STATION IS 129 FEET EAST OF THE
 GM0662'CENTERLINE OF THE NORTH-BOUND LANE OF THE INTERSTATE.
 GM0662'
 GM0662'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 GM0662'DISK SET IN A CONCRETE POST PROJECTING ABOUT SIX INCHES ABOVE THE
 GM0662'GROUND AND STAMPED 3610415015, 1975.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0663 ***********************************************************************
 GM0663  DESIGNATION -  3610415016
 GM0663  PID         -  GM0663
 GM0663  STATE/COUNTY-  NM/COLFAX
 GM0663  USGS QUAD   -  RATON (1971)
 GM0663
 GM0663                         *CURRENT SURVEY CONTROL
 GM0663  ___________________________________________________________________
 GM0663* NAD 83(1992)-  36 54 31.22566(N)    104 25 27.71445(W)     ADJUSTED  
 GM0663* NAVD 88     -      2049.6    (meters)    6724.     (feet)  VERTCON   
 GM0663  ___________________________________________________________________
 GM0663  LAPLACE CORR-          -1.70  (seconds)                    DEFLEC99
 GM0663  GEOID HEIGHT-         -18.33  (meters)                     GEOID03
 GM0663
 GM0663  HORZ ORDER  -  SECOND
 GM0663
 GM0663.The horizontal coordinates were established by classical geodetic methods
 GM0663.and adjusted by the National Geodetic Survey in December 1993..
 GM0663
 GM0663.The NAVD 88 height was computed by applying the VERTCON shift value to
 GM0663.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GM0663
 GM0663.The Laplace correction was computed from DEFLEC99 derived deflections.
 GM0663
 GM0663.The geoid height was determined by GEOID03.
 GM0663
 GM0663;                    North         East     Units Scale Factor Converg.
 GM0663;SPC NM E     -   655,345.850   156,888.164   MT  0.99990990   -0 03 16.8
 GM0663;SPC NM E     - 2,150,080.51    514,723.92   sFT  0.99990990   -0 03 16.8
 GM0663;UTM  13      - 4,084,896.034   551,279.160   MT  0.99963239   +0 20 44.5
 GM0663
 GM0663!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GM0663!SPC NM E     -   0.99968132  x   0.99990990  =   0.99959125
 GM0663!UTM  13      -   0.99968132  x   0.99963239  =   0.99931383
 GM0663
 GM0663:                Primary Azimuth Mark                     Grid Az
 GM0663:SPC NM E     -  3610415015                               179 48 04.9
 GM0663:UTM  13      -  3610415015                               179 24 03.6
 GM0663
 GM0663|---------------------------------------------------------------------|
 GM0663| PID    Reference Object                     Distance      Geod. Az  |
 GM0663|                                                           dddmmss.s |
 GM0663| GM0662 3610415015                          APPROX. 0.9 KM 1794448.1 |
 GM0663|---------------------------------------------------------------------|
 GM0663
 GM0663                          SUPERSEDED SURVEY CONTROL
 GM0663
 GM0663  NAD 83(1992)-  36 54 31.23048(N)    104 25 27.71777(W) AD(       ) 2
 GM0663  NAD 83(1986)-  36 54 31.23347(N)    104 25 27.71590(W) AD(       ) 2
 GM0663  NAD 27      -  36 54 31.14381(N)    104 25 25.76444(W) AD(       ) 2
 GM0663  NGVD 29 (07/19/86) 2048.6    (m)         6721.     (f) VERT ANG       
 GM0663
 GM0663.Superseded values are not recommended for survey control.
 GM0663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0663.See file dsdata.txt to determine how the superseded data were derived.
 GM0663
 GM0663_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEA5127984896(NAD 83)
 GM0663_MARKER: DD = SURVEY DISK
 GM0663_SETTING: 0 = UNSPECIFIED SETTING
 GM0663_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GM0663
 GM0663  HISTORY     - Date     Condition        Report By
 GM0663  HISTORY     - 1975     MONUMENTED       NMHC
 GM0663
 GM0663                          STATION DESCRIPTION
 GM0663
 GM0663'DESCRIBED BY NEW MEXICO STATE HIGHWAY COMMISSION 1975 (CWW)
 GM0663'THE STATION IS LOCATED IN COLFAX COUNTY ALONG INTERSTATE 25
 GM0663'ABOUT 1.2 AIRMILES EAST-NORTHEAST OF RATON, NEW MEXICO.
 GM0663'
 GM0663'THE STATION IS AT MILEPOST 453.4.
 GM0663'
 GM0663'TO REACH FROM THE INTERSECTION OF SOUTH SECOND ST. (U.S. 64,85)
 GM0663'AND CLAYTON ROAD (U.S. 64,87) IN RATON GO EAST ON CLAYTON ROAD
 GM0663'0.55 MILES CROSSING OVER THE INTERSTATE HIGHWAY.  TURN LEFT ONTO
 GM0663'THE INTERSTATE ON-RAMP AND GO NORTH 1.75 MILES TO THE STATION
 GM0663'ON THE RIGHT.  THE STATION IS 31 FEET EAST OF THE CENTERLINE OF
 GM0663'THE NORTH-BOUND LANE ON THE ROADWAY SHOULDER 30 FEET NORTH OF A
 GM0663'55 MPH ROAD SIGN.
 GM0663'
 GM0663'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION DISK
 GM0663'SET IN A CONCRETE POST PROJECTING ABOUT SIX INCHES ABOVE THE
 GM0663'GROUND AND STAMPED 3610415016, 1975.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0664 ***********************************************************************
 GM0664  DESIGNATION -  3610415017
 GM0664  PID         -  GM0664
 GM0664  STATE/COUNTY-  NM/COLFAX
 GM0664  USGS QUAD   -  RATON (1971)
 GM0664
 GM0664                         *CURRENT SURVEY CONTROL
 GM0664  ___________________________________________________________________
 GM0664* NAD 83(1992)-  36 54 45.30657(N)    104 25 48.23258(W)     ADJUSTED  
 GM0664* NAVD 88     -      2064.2    (meters)    6772.     (feet)  VERTCON   
 GM0664  ___________________________________________________________________
 GM0664  LAPLACE CORR-          -1.99  (seconds)                    DEFLEC99
 GM0664  GEOID HEIGHT-         -18.32  (meters)                     GEOID03
 GM0664
 GM0664  HORZ ORDER  -  SECOND
 GM0664
 GM0664.The horizontal coordinates were established by classical geodetic methods
 GM0664.and adjusted by the National Geodetic Survey in December 1993..
 GM0664
 GM0664.The NAVD 88 height was computed by applying the VERTCON shift value to
 GM0664.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GM0664
 GM0664.The Laplace correction was computed from DEFLEC99 derived deflections.
 GM0664
 GM0664.The geoid height was determined by GEOID03.
 GM0664
 GM0664;                    North         East     Units Scale Factor Converg.
 GM0664;SPC NM E     -   655,780.378   156,380.724   MT  0.99991001   -0 03 29.1
 GM0664;SPC NM E     - 2,151,506.12    513,059.09   sFT  0.99991001   -0 03 29.1
 GM0664;UTM  13      - 4,085,326.886   550,768.838   MT  0.99963175   +0 20 32.3
 GM0664
 GM0664!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GM0664!SPC NM E     -   0.99967903  x   0.99991001  =   0.99958907
 GM0664!UTM  13      -   0.99967903  x   0.99963175  =   0.99931090
 GM0664
 GM0664:                Primary Azimuth Mark                     Grid Az
 GM0664:SPC NM E     -  3610415018                               285 59 43.3
 GM0664:UTM  13      -  3610415018                               285 35 41.9
 GM0664
 GM0664|---------------------------------------------------------------------|
 GM0664| PID    Reference Object                     Distance      Geod. Az  |
 GM0664|                                                           dddmmss.s |
 GM0664| GM0666 3610415018                          APPROX. 1.2 KM 2855614.2 |
 GM0664|---------------------------------------------------------------------|
 GM0664
 GM0664                          SUPERSEDED SURVEY CONTROL
 GM0664
 GM0664  NAD 83(1992)-  36 54 45.31133(N)    104 25 48.23594(W) AD(       ) 2
 GM0664  NAD 83(1986)-  36 54 45.31437(N)    104 25 48.23403(W) AD(       ) 2
 GM0664  NAD 27      -  36 54 45.22499(N)    104 25 46.28204(W) AD(       ) 2
 GM0664  NGVD 29 (07/19/86) 2063.2    (m)         6769.     (f) VERT ANG       
 GM0664
 GM0664.Superseded values are not recommended for survey control.
 GM0664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0664.See file dsdata.txt to determine how the superseded data were derived.
 GM0664
 GM0664_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEA5076985327(NAD 83)
 GM0664_MARKER: DD = SURVEY DISK
 GM0664_SETTING: 0 = UNSPECIFIED SETTING
 GM0664_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GM0664
 GM0664  HISTORY     - Date     Condition        Report By
 GM0664  HISTORY     - 1975     MONUMENTED       NMHC
 GM0664
 GM0664                          STATION DESCRIPTION
 GM0664
 GM0664'DESCRIBED BY NEW MEXICO STATE HIGHWAY COMMISSION 1975 (CWW)
 GM0664'THE STATION IS LOCATED IN COLFAX COUNTY ALONG INTERSTATE 25
 GM0664'ABOUT 1.1 AIRMILES NORTHEAST OF RATON, NEW MEXICO.
 GM0664'
 GM0664'THE STATION IS AT MILEPOST 453.8.
 GM0664'
 GM0664'TO REACH FROM THE INTERSECTION OF SOUTH SECOND ST. (U.S. 64,85)
 GM0664'AND CLAYTON ROAD (U.S. 64,87) IN RATON GO EAST ON CLAYTON ROAD
 GM0664'0.55 MILES CROSSING OVER THE INTERSTATE HIGHWAY.  TURN LEFT ONTO
 GM0664'THE INTERSTATE ON-RAMP AND GO NORTH 2.2 MILES TO THE STATION ON
 GM0664'THE RIGHT.  THE STATION IS 72 FEET EAST OF THE CENTERLINE OF THE
 GM0664'NORTH-BOUND LANE AND 23 FEET WEST OF THE EAST RIGHT OF WAY
 GM0664'FENCE ON A SHALLOW ROADWAY CUT.
 GM0664'
 GM0664'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 GM0664'DISK SET IN A CONCRETE POST PROJECTING ABOUT SIX INCHES ABOVE
 GM0664'THE GROUND AND STAMPED 3610415017, 1975.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0666 ***********************************************************************
 GM0666  DESIGNATION -  3610415018
 GM0666  PID         -  GM0666
 GM0666  STATE/COUNTY-  NM/COLFAX
 GM0666  USGS QUAD   -  RATON (1971)
 GM0666
 GM0666                         *CURRENT SURVEY CONTROL
 GM0666  ___________________________________________________________________
 GM0666* NAD 83(1992)-  36 54 56.14479(N)    104 26 35.51140(W)     ADJUSTED  
 GM0666* NAVD 88     -      2068.0    (meters)    6785.     (feet)  VERTCON   
 GM0666  ___________________________________________________________________
 GM0666  LAPLACE CORR-          -1.93  (seconds)                    DEFLEC99
 GM0666  GEOID HEIGHT-         -18.31  (meters)                     GEOID03
 GM0666
 GM0666  HORZ ORDER  -  SECOND
 GM0666
 GM0666.The horizontal coordinates were established by classical geodetic methods
 GM0666.and adjusted by the National Geodetic Survey in December 1993..
 GM0666
 GM0666.The NAVD 88 height was computed by applying the VERTCON shift value to
 GM0666.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GM0666
 GM0666.The Laplace correction was computed from DEFLEC99 derived deflections.
 GM0666
 GM0666.The geoid height was determined by GEOID03.
 GM0666
 GM0666;                    North         East     Units Scale Factor Converg.
 GM0666;SPC NM E     -   656,115.722   155,210.887   MT  0.99991027   -0 03 57.6
 GM0666;SPC NM E     - 2,152,606.33    509,221.05   sFT  0.99991027   -0 03 57.6
 GM0666;UTM  13      - 4,085,653.954   549,597.013   MT  0.99963030   +0 20 04.0
 GM0666
 GM0666!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GM0666!SPC NM E     -   0.99967843  x   0.99991027  =   0.99958873
 GM0666!UTM  13      -   0.99967843  x   0.99963030  =   0.99930885
 GM0666
 GM0666:                Primary Azimuth Mark                     Grid Az
 GM0666:SPC NM E     -  3610415019                               317 35 27.9
 GM0666:UTM  13      -  3610415019                               317 11 26.3
 GM0666
 GM0666|---------------------------------------------------------------------|
 GM0666| PID    Reference Object                     Distance      Geod. Az  |
 GM0666|                                                           dddmmss.s |
 GM0666| GM0667 3610415019                          APPROX. 0.8 KM 3173130.3 |
 GM0666|---------------------------------------------------------------------|
 GM0666
 GM0666                          SUPERSEDED SURVEY CONTROL
 GM0666
 GM0666  NAD 83(1992)-  36 54 56.14943(N)    104 26 35.51480(W) AD(       ) 2
 GM0666  NAD 83(1986)-  36 54 56.15259(N)    104 26 35.51285(W) AD(       ) 2
 GM0666  NAD 27      -  36 54 56.06340(N)    104 26 33.55959(W) AD(       ) 2
 GM0666  NGVD 29 (07/19/86) 2067.0    (m)         6781.     (f) VERT ANG       
 GM0666
 GM0666.Superseded values are not recommended for survey control.
 GM0666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0666.See file dsdata.txt to determine how the superseded data were derived.
 GM0666
 GM0666_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEA4959785654(NAD 83)
 GM0666_MARKER: DD = SURVEY DISK
 GM0666_SETTING: 0 = UNSPECIFIED SETTING
 GM0666_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GM0666
 GM0666  HISTORY     - Date     Condition        Report By
 GM0666  HISTORY     - 1975     MONUMENTED       NMHC
 GM0666
 GM0666                          STATION DESCRIPTION
 GM0666
 GM0666'DESCRIBED BY NEW MEXICO STATE HIGHWAY COMMISSION 1975 (CWW)
 GM0666'THE STATION IS LOCATED IN COLFAX COUNTY ALONG INTERSTATE 25
 GM0666'ABOUT 1.1 AIRMILES NORTH OF RATON, NEW MEXICO.
 GM0666'
 GM0666'THE STATION IS AT MILEPOST 454.6.
 GM0666'
 GM0666'TO REACH FROM THE INTERSECTION OF SOUTH SECOND ST. (U.S. 64,85)
 GM0666'AND CLAYTON ROAD (U.S. 64,87) IN RATON GO EAST ON CLAYTON ROAD
 GM0666'0.55 MILES CROSSING OVER THE INTERSTATE HIGHWAY.  TURN LEFT ONTO
 GM0666'THE INTERSTATE ON-RAMP AND GO NORTH 2.95 MILES TO THE STATION ON
 GM0666'THE LEFT.  THE STATION IS 96 FEET WEST OF THE CENTERLINE OF THE
 GM0666'SOUTH-BOUND LANE AND 13 FEET EAST OF THE WEST RIGHT OF WAY FENCE
 GM0666'ON A SMALL KNOLL.
 GM0666'
 GM0666'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 GM0666'DISK SET IN A CONCRETE POST PROJECTING ABOUT SIX INCHES ABOVE
 GM0666'THE GROUND AND STAMPED 3610415018, 1975.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0667 ***********************************************************************
 GM0667  DESIGNATION -  3610415019
 GM0667  PID         -  GM0667
 GM0667  STATE/COUNTY-  NM/COLFAX
 GM0667  USGS QUAD   -  RATON (1971)
 GM0667
 GM0667                         *CURRENT SURVEY CONTROL
 GM0667  ___________________________________________________________________
 GM0667* NAD 83(1992)-  36 55 15.77004(N)    104 26 57.89001(W)     ADJUSTED  
 GM0667* NAVD 88     -      2121.1    (meters)    6959.     (feet)  VERTCON   
 GM0667  ___________________________________________________________________
 GM0667  LAPLACE CORR-          -1.71  (seconds)                    DEFLEC99
 GM0667  GEOID HEIGHT-         -18.30  (meters)                     GEOID03
 GM0667
 GM0667  HORZ ORDER  -  SECOND
 GM0667
 GM0667.The horizontal coordinates were established by classical geodetic methods
 GM0667.and adjusted by the National Geodetic Survey in December 1993..
 GM0667
 GM0667.The NAVD 88 height was computed by applying the VERTCON shift value to
 GM0667.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GM0667
 GM0667.The Laplace correction was computed from DEFLEC99 derived deflections.
 GM0667
 GM0667.The geoid height was determined by GEOID03.
 GM0667
 GM0667;                    North         East     Units Scale Factor Converg.
 GM0667;SPC NM E     -   656,721.305   154,657.740   MT  0.99991041   -0 04 11.0
 GM0667;SPC NM E     - 2,154,593.15    507,406.27   sFT  0.99991041   -0 04 11.0
 GM0667;UTM  13      - 4,086,255.487   549,039.804   MT  0.99962963   +0 19 50.7
 GM0667
 GM0667!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GM0667!SPC NM E     -   0.99967012  x   0.99991041  =   0.99958056
 GM0667!UTM  13      -   0.99967012  x   0.99962963  =   0.99929987
 GM0667
 GM0667:                Primary Azimuth Mark                     Grid Az
 GM0667:SPC NM E     -  3610415020                               320 41 57.8
 GM0667:UTM  13      -  3610415020                               320 17 56.1
 GM0667
 GM0667|---------------------------------------------------------------------|
 GM0667| PID    Reference Object                     Distance      Geod. Az  |
 GM0667|                                                           dddmmss.s |
 GM0667| GM0668 3610415020                          APPROX. 2.2 KM 3203746.8 |
 GM0667|---------------------------------------------------------------------|
 GM0667
 GM0667                          SUPERSEDED SURVEY CONTROL
 GM0667
 GM0667  NAD 83(1992)-  36 55 15.77458(N)    104 26 57.89348(W) AD(       ) 2
 GM0667  NAD 83(1986)-  36 55 15.77784(N)    104 26 57.89146(W) AD(       ) 2
 GM0667  NAD 27      -  36 55 15.68907(N)    104 26 55.93761(W) AD(       ) 2
 GM0667  NGVD 29 (07/19/86) 2120.0    (m)         6955.     (f) VERT ANG       
 GM0667
 GM0667.Superseded values are not recommended for survey control.
 GM0667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0667.See file dsdata.txt to determine how the superseded data were derived.
 GM0667
 GM0667_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEA4904086255(NAD 83)
 GM0667_MARKER: DD = SURVEY DISK
 GM0667_SETTING: 0 = UNSPECIFIED SETTING
 GM0667_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GM0667
 GM0667  HISTORY     - Date     Condition        Report By
 GM0667  HISTORY     - 1975     MONUMENTED       NMHC
 GM0667
 GM0667                          STATION DESCRIPTION
 GM0667
 GM0667'DESCRIBED BY NEW MEXICO STATE HIGHWAY COMMISSION 1975 (CWW)
 GM0667'THE STATION IS LOCATED IN COLFAX COUNTY ALONG INTERSTATE 25
 GM0667'ABOUT 1.6 AIRMILES NORTH-NORTHWEST OF RATON, NEW MEXICO.
 GM0667'
 GM0667'THE STATION IS AT MILEPOST 455.05.
 GM0667'
 GM0667'TO REACH FROM THE INTERSECTION OF SOUTH SECOND ST. (U.S. 64,85)
 GM0667'AND CLAYTON ROAD (U.S. 64,87) IN RATON GO EAST ON CLAYTON ROAD
 GM0667'0.55 MILES CROSSING OVER THE INTERSTATE HIGHWAY.  TURN LEFT ONTO
 GM0667'THE INTERSTATE ON-RAMP AND GO NORTH 3.45 MILES TO THE STATION ON
 GM0667'THE RIGHT.  THE STATION IS 203 FEET EAST OF THE CENTERLINE OF
 GM0667'THE NORTH-BOUND LANE AND 85 FEET EAST OF THE EAST RIGHT OF WAY
 GM0667'FENCE ON A DEEP ROADWAY CUT.
 GM0667'
 GM0667'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 GM0667'DISK SET IN A CONCRETE POST PROJECTING ABOUT SIX INCHES ABOVE THE
 GM0667'GROUND AND STAMPED 3610415019, 1975.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0668 ***********************************************************************
 GM0668  DESIGNATION -  3610415020
 GM0668  PID         -  GM0668
 GM0668  STATE/COUNTY-  NM/COLFAX
 GM0668  USGS QUAD   -  RATON (1971)
 GM0668
 GM0668                         *CURRENT SURVEY CONTROL
 GM0668  ___________________________________________________________________
 GM0668* NAD 83(1992)-  36 56 11.33242(N)    104 27 54.68810(W)     ADJUSTED  
 GM0668* NAVD 88     -      2185.2    (meters)    7169.     (feet)  VERTCON   
 GM0668  ___________________________________________________________________
 GM0668  LAPLACE CORR-          -0.46  (seconds)                    DEFLEC99
 GM0668  GEOID HEIGHT-         -18.27  (meters)                     GEOID03
 GM0668
 GM0668  HORZ ORDER  -  SECOND
 GM0668
 GM0668.The horizontal coordinates were established by classical geodetic methods
 GM0668.and adjusted by the National Geodetic Survey in December 1993..
 GM0668
 GM0668.The NAVD 88 height was computed by applying the VERTCON shift value to
 GM0668.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GM0668
 GM0668.The Laplace correction was computed from DEFLEC99 derived deflections.
 GM0668
 GM0668.The geoid height was determined by GEOID03.
 GM0668
 GM0668;                    North         East     Units Scale Factor Converg.
 GM0668;SPC NM E     -   658,435.785   153,254.425   MT  0.99991079   -0 04 45.3
 GM0668;SPC NM E     - 2,160,218.07    502,802.23   sFT  0.99991079   -0 04 45.3
 GM0668;UTM  13      - 4,087,959.635   547,624.936   MT  0.99962794   +0 19 17.0
 GM0668
 GM0668!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GM0668!SPC NM E     -   0.99966006  x   0.99991079  =   0.99957088
 GM0668!UTM  13      -   0.99966006  x   0.99962794  =   0.99928812
 GM0668
 GM0668:                Primary Azimuth Mark                     Grid Az
 GM0668:SPC NM E     -  3610415021                               338 29 29.5
 GM0668:UTM  13      -  3610415021                               338 05 27.2
 GM0668
 GM0668|---------------------------------------------------------------------|
 GM0668| PID    Reference Object                     Distance      Geod. Az  |
 GM0668|                                                           dddmmss.s |
 GM0668| GM0670 3610415021                          APPROX. 2.2 KM 3382444.2 |
 GM0668|---------------------------------------------------------------------|
 GM0668
 GM0668                          SUPERSEDED SURVEY CONTROL
 GM0668
 GM0668  NAD 83(1992)-  36 56 11.33677(N)    104 27 54.69181(W) AD(       ) 2
 GM0668  NAD 83(1986)-  36 56 11.34025(N)    104 27 54.68956(W) AD(       ) 2
 GM0668  NAD 27      -  36 56 11.25262(N)    104 27 52.73412(W) AD(       ) 2
 GM0668  NGVD 29 (07/19/86) 2184.1    (m)         7166.     (f) VERT ANG       
 GM0668
 GM0668.Superseded values are not recommended for survey control.
 GM0668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0668.See file dsdata.txt to determine how the superseded data were derived.
 GM0668
 GM0668_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEA4762587960(NAD 83)
 GM0668_MARKER: DD = SURVEY DISK
 GM0668_SETTING: 0 = UNSPECIFIED SETTING
 GM0668_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GM0668
 GM0668  HISTORY     - Date     Condition        Report By
 GM0668  HISTORY     - 1975     MONUMENTED       NMHC
 GM0668
 GM0668                          STATION DESCRIPTION
 GM0668
 GM0668'DESCRIBED BY NEW MEXICO STATE HIGHWAY COMMISSION 1975 (CWW)
 GM0668'THE STATION IS LOCATED IN COLFAX COUNTY ALONG INTERSTATE 25
 GM0668'ABOUT 2.9 AIRMILES NORTH-NORTHWEST OF RATON, NEW MEXICO.
 GM0668'
 GM0668'THE STATION IS AT MILEPOST 456.9.
 GM0668'
 GM0668'TO REACH FROM THE INTERSECTION OF SOUTH SECOND ST. (U.S. 64,85)
 GM0668'AND CLAYTON ROAD (U.S. 64,87) IN RATON GO EAST ON CLAYTON ROAD
 GM0668'0.55 MILES CROSSING OVER THE INTERSTATE HIGHWAY.  TURN LEFT ONTO
 GM0668'THE INTERSTATE ON-RAMP AND GO NORTH 4.9 MILES TO THE STATION ON
 GM0668'THE LEFT.  THE STATION IS 57 FEET WEST OF THE CENTERLINE OF THE
 GM0668'NORTH-BOUND LANE IN A SMALL CLEARING.
 GM0668'
 GM0668'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 GM0668'DISK SET IN A CONCRETE POST PROJECTING ABOUT SIX INCHES ABOVE THE
 GM0668'GROUND AND STAMPED 3610415020, 1975.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0670 ***********************************************************************
 GM0670  DESIGNATION -  3610415021
 GM0670  PID         -  GM0670
 GM0670  STATE/COUNTY-  NM/COLFAX
 GM0670  USGS QUAD   -  RATON (1971)
 GM0670
 GM0670                         *CURRENT SURVEY CONTROL
 GM0670  ___________________________________________________________________
 GM0670* NAD 83(1992)-  36 57 18.81941(N)    104 28 27.96195(W)     ADJUSTED  
 GM0670* NAVD 88     -      2227.3    (meters)    7307.     (feet)  VERTCON   
 GM0670  ___________________________________________________________________
 GM0670  LAPLACE CORR-           0.25  (seconds)                    DEFLEC99
 GM0670  GEOID HEIGHT-         -18.26  (meters)                     GEOID03
 GM0670
 GM0670  HORZ ORDER  -  SECOND
 GM0670
 GM0670.The horizontal coordinates were established by classical geodetic methods
 GM0670.and adjusted by the National Geodetic Survey in December 1993..
 GM0670
 GM0670.The NAVD 88 height was computed by applying the VERTCON shift value to
 GM0670.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GM0670
 GM0670.The Laplace correction was computed from DEFLEC99 derived deflections.
 GM0670
 GM0670.The geoid height was determined by GEOID03.
 GM0670
 GM0670;                    North         East     Units Scale Factor Converg.
 GM0670;SPC NM E     -   660,517.187   152,434.184   MT  0.99991104   -0 05 05.4
 GM0670;SPC NM E     - 2,167,046.80    500,111.15   sFT  0.99991104   -0 05 05.4
 GM0670;UTM  13      - 4,090,034.661   546,790.394   MT  0.99962697   +0 18 57.5
 GM0670
 GM0670!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GM0670!SPC NM E     -   0.99965345  x   0.99991104  =   0.99956452
 GM0670!UTM  13      -   0.99965345  x   0.99962697  =   0.99928055
 GM0670
 GM0670:                Primary Azimuth Mark                     Grid Az
 GM0670:SPC NM E     -  3610415022                               348 49 40.0
 GM0670:UTM  13      -  3610415022                               348 25 37.1
 GM0670
 GM0670|---------------------------------------------------------------------|
 GM0670| PID    Reference Object                     Distance      Geod. Az  |
 GM0670|                                                           dddmmss.s |
 GM0670| GM0671 3610415022                          APPROX. 1.9 KM 3484434.6 |
 GM0670|---------------------------------------------------------------------|
 GM0670
 GM0670                          SUPERSEDED SURVEY CONTROL
 GM0670
 GM0670  NAD 83(1992)-  36 57 18.82367(N)    104 28 27.96598(W) AD(       ) 2
 GM0670  NAD 83(1986)-  36 57 18.82728(N)    104 28 27.96340(W) AD(       ) 2
 GM0670  NAD 27      -  36 57 18.74102(N)    104 28 26.00698(W) AD(       ) 2
 GM0670  NGVD 29 (07/19/86) 2226.2    (m)         7304.     (f) VERT ANG       
 GM0670
 GM0670.Superseded values are not recommended for survey control.
 GM0670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0670.See file dsdata.txt to determine how the superseded data were derived.
 GM0670
 GM0670_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEA4679090035(NAD 83)
 GM0670_MARKER: DD = SURVEY DISK
 GM0670_SETTING: 0 = UNSPECIFIED SETTING
 GM0670_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GM0670
 GM0670  HISTORY     - Date     Condition        Report By
 GM0670  HISTORY     - 1975     MONUMENTED       NMHC
 GM0670
 GM0670                          STATION DESCRIPTION
 GM0670
 GM0670'DESCRIBED BY NEW MEXICO STATE HIGHWAY COMMISSION 1975 (CWW)
 GM0670'THE STATION IS LOCATED IN COLFAX COUNTY ALONG INTERSTATE 25 ABOUT
 GM0670'4.2 AIRMILES NORTH-NORTHWEST OF RATON, NEW MEXICO.
 GM0670'
 GM0670'THE STATION IS AT MILEPOST 458.3.
 GM0670'
 GM0670'TO REACH FROM THE INTERSECTION OF SOUTH SECOND ST. (U.S. 64,85)
 GM0670'AND CLAYTON ROAD (U.S. 64,87) IN RATON GO EAST ON CLAYTON ROAD
 GM0670'0.55 MILES CROSSING OVER THE INTERSTATE HIGHWAY.  TURN LEFT ONTO
 GM0670'THE INTERSTATE ON-RAMP AND GO NORTH 6.3 MILES TO THE STATION ON
 GM0670'THE LEFT.  THE STATION IS 29 FEET WEST OF THE CENTERLINE OF THE
 GM0670'NORTH-BOUND LANE ON THE ROADWAY SHOULDER.
 GM0670'
 GM0670'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 GM0670'DISK SET IN A CONCRETE POST PROJECTING ABOUT SIX INCHES ABOVE THE
 GM0670'GROUND AND STAMPED 3610415021, 1975.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0671 ***********************************************************************
 GM0671  DESIGNATION -  3610415022
 GM0671  PID         -  GM0671
 GM0671  STATE/COUNTY-  NM/COLFAX
 GM0671  USGS QUAD   -  RATON (1971)
 GM0671
 GM0671                         *CURRENT SURVEY CONTROL
 GM0671  ___________________________________________________________________
 GM0671* NAD 83(1992)-  36 58 18.74774(N)    104 28 42.82821(W)     ADJUSTED  
 GM0671* NAVD 88     -      2280.7    (meters)    7483.     (feet)  VERTCON   
 GM0671  ___________________________________________________________________
 GM0671  LAPLACE CORR-           0.78  (seconds)                    DEFLEC99
 GM0671  GEOID HEIGHT-         -18.25  (meters)                     GEOID03
 GM0671
 GM0671  HORZ ORDER  -  SECOND
 GM0671
 GM0671.The horizontal coordinates were established by classical geodetic methods
 GM0671.and adjusted by the National Geodetic Survey in December 1993..
 GM0671
 GM0671.The NAVD 88 height was computed by applying the VERTCON shift value to
 GM0671.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GM0671
 GM0671.The Laplace correction was computed from DEFLEC99 derived deflections.
 GM0671
 GM0671.The geoid height was determined by GEOID03.
 GM0671
 GM0671;                    North         East     Units Scale Factor Converg.
 GM0671;SPC NM E     -   662,364.979   152,069.242   MT  0.99991115   -0 05 14.4
 GM0671;SPC NM E     - 2,173,109.10    498,913.84   sFT  0.99991115   -0 05 14.4
 GM0671;UTM  13      - 4,091,879.330   546,412.641   MT  0.99962654   +0 18 49.0
 GM0671
 GM0671!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GM0671!SPC NM E     -   0.99964507  x   0.99991115  =   0.99955626
 GM0671!UTM  13      -   0.99964507  x   0.99962654  =   0.99927175
 GM0671
 GM0671:                Primary Azimuth Mark                     Grid Az
 GM0671:SPC NM E     -  3610415023                               345 14 10.7
 GM0671:UTM  13      -  3610415023                               344 50 07.3
 GM0671
 GM0671|---------------------------------------------------------------------|
 GM0671| PID    Reference Object                     Distance      Geod. Az  |
 GM0671|                                                           dddmmss.s |
 GM0671| GM0673 3610415023                          APPROX. 1.6 KM 3450856.3 |
 GM0671|---------------------------------------------------------------------|
 GM0671
 GM0671                          SUPERSEDED SURVEY CONTROL
 GM0671
 GM0671  NAD 83(1992)-  36 58 18.75198(N)    104 28 42.83255(W) AD(       ) 2
 GM0671  NAD 83(1986)-  36 58 18.75563(N)    104 28 42.82966(W) AD(       ) 2
 GM0671  NAD 27      -  36 58 18.67051(N)    104 28 40.87275(W) AD(       ) 2
 GM0671  NGVD 29 (07/19/86) 2279.6    (m)         7479.     (f) VERT ANG       
 GM0671
 GM0671.Superseded values are not recommended for survey control.
 GM0671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0671.See file dsdata.txt to determine how the superseded data were derived.
 GM0671
 GM0671_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEA4641391879(NAD 83)
 GM0671_MARKER: DD = SURVEY DISK
 GM0671_SETTING: 0 = UNSPECIFIED SETTING
 GM0671_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GM0671
 GM0671  HISTORY     - Date     Condition        Report By
 GM0671  HISTORY     - 1975     MONUMENTED       NMHC
 GM0671
 GM0671                          STATION DESCRIPTION
 GM0671
 GM0671'DESCRIBED BY NEW MEXICO STATE HIGHWAY COMMISSION 1975 (CWW)
 GM0671'THE STATION IS LOCATED IN COLFAX COUNTY ALONG INTERSTATE 25 ABOUT
 GM0671'5.4 AIRMILES NORTH-NORTHWEST OF RATON, NEW MEXICO.
 GM0671'
 GM0671'THE STATION IS AT MILEPOST 459.5.
 GM0671'
 GM0671'TO REACH FROM THE INTERSECTION OF SOUTH SECOND ST. (U.S. 64,85)
 GM0671'AND CLAYTON ROAD (U.S. 64,87) IN RATON GO EAST ON CLAYTON ROAD
 GM0671'0.55 MILES CROSSING OVER THE INTERSTATE HIGHWAY.  TURN LEFT ONTO
 GM0671'THE INTERSTATE ON-RAMP AND GO NORTH 7.5 MILES TO THE STATION ON
 GM0671'THE LEFT.  THE STATION IS 129 FEET WEST OF THE CENTERLINE OF THE
 GM0671'SOUTH-BOUND LANE AND 20 FEET WEST OF THE WEST RIGHT OF WAY FENCE
 GM0671'ON A DEEP ROADWAY CUT.
 GM0671'
 GM0671'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 GM0671'DISK SET IN A CONCRETE POST PROJECTING ABOUT SIX INCHES ABOVE THE
 GM0671'GROUND AND STAMPED 3610415022, 1975.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0673 ***********************************************************************
 GM0673  DESIGNATION -  3610415023
 GM0673  PID         -  GM0673
 GM0673  STATE/COUNTY-  NM/COLFAX
 GM0673  USGS QUAD   -  RATON (1971)
 GM0673
 GM0673                         *CURRENT SURVEY CONTROL
 GM0673  ___________________________________________________________________
 GM0673* NAD 83(1992)-  36 59 09.22093(N)    104 28 59.51164(W)     ADJUSTED  
 GM0673* NAVD 88     -      2366.6    (meters)    7764.     (feet)  VERTCON   
 GM0673  ___________________________________________________________________
 GM0673  LAPLACE CORR-           0.96  (seconds)                    DEFLEC99
 GM0673  GEOID HEIGHT-         -18.27  (meters)                     GEOID03
 GM0673
 GM0673  HORZ ORDER  -  SECOND
 GM0673
 GM0673.The horizontal coordinates were established by classical geodetic methods
 GM0673.and adjusted by the National Geodetic Survey in December 1993..
 GM0673
 GM0673.The NAVD 88 height was computed by applying the VERTCON shift value to
 GM0673.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GM0673
 GM0673.The Laplace correction was computed from DEFLEC99 derived deflections.
 GM0673
 GM0673.The geoid height was determined by GEOID03.
 GM0673
 GM0673;                    North         East     Units Scale Factor Converg.
 GM0673;SPC NM E     -   663,921.416   151,659.069   MT  0.99991128   -0 05 24.6
 GM0673;SPC NM E     - 2,178,215.51    497,568.13   sFT  0.99991128   -0 05 24.6
 GM0673;UTM  13      - 4,093,432.416   545,991.705   MT  0.99962606   +0 18 39.3
 GM0673
 GM0673!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GM0673!SPC NM E     -   0.99963160  x   0.99991128  =   0.99954292
 GM0673!UTM  13      -   0.99963160  x   0.99962606  =   0.99925780
 GM0673
 GM0673:                Primary Azimuth Mark                     Grid Az
 GM0673:SPC NM E     -  3610415024                               003 38 10.5
 GM0673:UTM  13      -  3610415024                               003 14 06.6
 GM0673
 GM0673|---------------------------------------------------------------------|
 GM0673| PID    Reference Object                     Distance      Geod. Az  |
 GM0673|                                                           dddmmss.s |
 GM0673| GM0672 3610415024                          411.482 METERS 0033245.9 |
 GM0673|---------------------------------------------------------------------|
 GM0673
 GM0673                          SUPERSEDED SURVEY CONTROL
 GM0673
 GM0673  NAD 83(1992)-  36 59 09.22511(N)    104 28 59.51626(W) AD(       ) 2
 GM0673  NAD 83(1986)-  36 59 09.22883(N)    104 28 59.51310(W) AD(       ) 2
 GM0673  NAD 27      -  36 59 09.14476(N)    104 28 57.55570(W) AD(       ) 2
 GM0673  NGVD 29 (07/19/86) 2365.5    (m)         7761.     (f) VERT ANG       
 GM0673
 GM0673.Superseded values are not recommended for survey control.
 GM0673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0673.See file dsdata.txt to determine how the superseded data were derived.
 GM0673
 GM0673_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEA4599293432(NAD 83)
 GM0673_MARKER: DD = SURVEY DISK
 GM0673_SETTING: 0 = UNSPECIFIED SETTING
 GM0673_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GM0673
 GM0673  HISTORY     - Date     Condition        Report By
 GM0673  HISTORY     - 1975     MONUMENTED       NMHC
 GM0673
 GM0673                          STATION DESCRIPTION
 GM0673
 GM0673'DESCRIBED BY NEW MEXICO STATE HIGHWAY COMMISSION 1975 (CWW)
 GM0673'THE STATION IS LOCATED IN COLFAX COUNTY ALONG INTERSTATE 25 ABOUT
 GM0673'6.4 AIRMILES NORTH-NORTHWEST OF RATON, NEW MEXICO.
 GM0673'
 GM0673'THE STATION IS AT MILEPOST 460.55.
 GM0673'
 GM0673'TO REACH FROM THE INTERSECTION OF SOUTH SECOND ST. (U.S. 64,85)
 GM0673'AND CLAYTON ROAD (U.S. 64,87) IN RATON GO EAST ON CLAYTON ROAD
 GM0673'0.55 MILES CROSSING OVER THE INTERSTATE HIGHWAY.  TURN LEFT ONTO
 GM0673'THE INTERSTATE ON-RAMP AND GO NORTH 8.55 MILES TO THE STATION ON
 GM0673'THE RIGHT.  THE STATION IS 238 FEET EAST OF THE CENTERLINE OF THE
 GM0673'NORTH-BOUND LANE AND 100 FEET EAST OF THE EAST RIGHT OF WAY
 GM0673'FENCE.
 GM0673'
 GM0673'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 GM0673'DISK SET IN A CONCRETE POST PROJECTING ABOUT SIX INCHES ABOVE
 GM0673'THE GROUND AND STAMPED 3610415023, 1975.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0672 ***********************************************************************
 GM0672  DESIGNATION -  3610415024
 GM0672  PID         -  GM0672
 GM0672  STATE/COUNTY-  NM/COLFAX
 GM0672  USGS QUAD   -  RATON (1971)
 GM0672
 GM0672                         *CURRENT SURVEY CONTROL
 GM0672  ___________________________________________________________________
 GM0672* NAD 83(1992)-  36 59 22.54346(N)    104 28 58.48245(W)     ADJUSTED  
 GM0672* NAVD 88     -      2389.0    (meters)    7838.     (feet)  VERTCON   
 GM0672  ___________________________________________________________________
 GM0672  LAPLACE CORR-           0.99  (seconds)                    DEFLEC99
 GM0672  GEOID HEIGHT-         -18.27  (meters)                     GEOID03
 GM0672
 GM0672  HORZ ORDER  -  SECOND
 GM0672
 GM0672.The horizontal coordinates were established by classical geodetic methods
 GM0672.and adjusted by the National Geodetic Survey in December 1993..
 GM0672
 GM0672.The NAVD 88 height was computed by applying the VERTCON shift value to
 GM0672.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GM0672
 GM0672.The Laplace correction was computed from DEFLEC99 derived deflections.
 GM0672
 GM0672.The geoid height was determined by GEOID03.
 GM0672
 GM0672;                    North         East     Units Scale Factor Converg.
 GM0672;SPC NM E     -   664,332.034   151,685.164   MT  0.99991127   -0 05 24.0
 GM0672;SPC NM E     - 2,179,562.68    497,653.74   sFT  0.99991127   -0 05 24.0
 GM0672;UTM  13      - 4,093,843.088   546,014.917   MT  0.99962608   +0 18 40.0
 GM0672
 GM0672!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GM0672!SPC NM E     -   0.99962809  x   0.99991127  =   0.99953940
 GM0672!UTM  13      -   0.99962809  x   0.99962608  =   0.99925431
 GM0672
 GM0672:                Primary Azimuth Mark                     Grid Az
 GM0672:SPC NM E     -  BUCKET                                   171 08 22.1
 GM0672:UTM  13      -  BUCKET                                   170 44 18.1
 GM0672
 GM0672|---------------------------------------------------------------------|
 GM0672| PID    Reference Object                     Distance      Geod. Az  |
 GM0672|                                                           dddmmss.s |
 GM0672| GM0669 BUCKET                              APPROX. 9.2 KM 1710258.1 |
 GM0672| GM0673 3610415023                          411.482 METERS 1833246.5 |
 GM0672|---------------------------------------------------------------------|
 GM0672
 GM0672                          SUPERSEDED SURVEY CONTROL
 GM0672
 GM0672  NAD 83(1992)-  36 59 22.54764(N)    104 28 58.48715(W) AD(       ) 2
 GM0672  NAD 83(1986)-  36 59 22.55133(N)    104 28 58.48392(W) AD(       ) 2
 GM0672  NAD 27      -  36 59 22.46757(N)    104 28 56.52653(W) AD(       ) 2
 GM0672  NGVD 29 (07/19/86) 2387.9    (m)         7834.     (f) VERT ANG       
 GM0672
 GM0672.Superseded values are not recommended for survey control.
 GM0672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0672.See file dsdata.txt to determine how the superseded data were derived.
 GM0672
 GM0672_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEA4601593843(NAD 83)
 GM0672_MARKER: DD = SURVEY DISK
 GM0672_SETTING: 0 = UNSPECIFIED SETTING
 GM0672_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GM0672
 GM0672  HISTORY     - Date     Condition        Report By
 GM0672  HISTORY     - 1975     MONUMENTED       NMHC
 GM0672
 GM0672                          STATION DESCRIPTION
 GM0672
 GM0672'DESCRIBED BY NEW MEXICO STATE HIGHWAY COMMISSION 1975 (CWW)
 GM0672'THE STATION IS LOCATED IN COLFAX COUNTY ALONG INTERSTATE 25 ABOUT
 GM0672'6.6 AIRMILES NORTH-NORTHWEST OF RATON, NEW MEXICO.
 GM0672'
 GM0672'THE STATION IS AT MILEPOST 460.85.
 GM0672'
 GM0672'TO REACH FROM THE INTERSECTION OF SOUTH SECOND ST. (U.S. 64.85)
 GM0672'AND CLAYTON ROAD (U.S. 64,87) IN RATON GO EAST ON CLAYTON ROAD
 GM0672'0.55 MILES CROSSING OVER THE INTERSTATE HIGHWAY.  TURN LEFT ONTO
 GM0672'THE INTERSTATE ON-RAMP AND GO NORTH 8.8 MILES TO THE STATION ON
 GM0672'THE RIGHT.  THE STATION IS 83 FEET EAST OF THE CENTERLINE OF THE
 GM0672'NORTH-BOUND LANE AND 7 FEET EAST OF THE EAST RIGHT OF WAY FENCE
 GM0672'ON A SHALLOW ROADWAY CUT.
 GM0672'
 GM0672'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 GM0672'DISK SET IN A CONCRETE POST PROJECTING ABOUT SIX INCHES ABOVE THE
 GM0672'GROUND AND STAMPED 3610415024, 1975.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0712 ***********************************************************************
 GM0712  DESIGNATION -  3610435001
 GM0712  PID         -  GM0712
 GM0712  STATE/COUNTY-  NM/MORA
 GM0712  USGS QUAD   -  WAGON MOUND (1964)
 GM0712
 GM0712                         *CURRENT SURVEY CONTROL
 GM0712  ___________________________________________________________________
 GM0712* NAD 83(1992)-  36 00 17.72575(N)    104 42 51.29514(W)     ADJUSTED  
 GM0712* NAVD 88     -      1923.7    (meters)    6311.     (feet)  VERTCON   
 GM0712  ___________________________________________________________________
 GM0712  LAPLACE CORR-          -3.64  (seconds)                    DEFLEC99
 GM0712  GEOID HEIGHT-         -19.09  (meters)                     GEOID03
 GM0712
 GM0712  HORZ ORDER  -  SECOND
 GM0712
 GM0712.The horizontal coordinates were established by classical geodetic methods
 GM0712.and adjusted by the National Geodetic Survey in December 1993..
 GM0712
 GM0712.The NAVD 88 height was computed by applying the VERTCON shift value to
 GM0712.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GM0712
 GM0712.The Laplace correction was computed from DEFLEC99 derived deflections.
 GM0712
 GM0712.The geoid height was determined by GEOID03.
 GM0712
 GM0712;                    North         East     Units Scale Factor Converg.
 GM0712;SPC NM E     -   555,131.328   130,660.449   MT  0.99992362   -0 13 26.1
 GM0712;SPC NM E     - 1,821,293.37    428,675.16   sFT  0.99992362   -0 13 26.1
 GM0712;UTM  13      - 3,984,532.328   525,752.522   MT  0.99960817   +0 10 04.7
 GM0712
 GM0712!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GM0712!SPC NM E     -   0.99970116  x   0.99992362  =   0.99962480
 GM0712!UTM  13      -   0.99970116  x   0.99960817  =   0.99930945
 GM0712
 GM0712:                Primary Azimuth Mark                     Grid Az
 GM0712:SPC NM E     -  3610435002                               038 06 59.0
 GM0712:UTM  13      -  3610435002                               037 43 28.2
 GM0712
 GM0712|---------------------------------------------------------------------|
 GM0712| PID    Reference Object                     Distance      Geod. Az  |
 GM0712|                                                           dddmmss.s |
 GM0712| GM0711 3610435002                          APPROX. 2.6 KM 0375332.9 |
 GM0712|---------------------------------------------------------------------|
 GM0712
 GM0712                          SUPERSEDED SURVEY CONTROL
 GM0712
 GM0712  NAD 83(1986)-  36 00 17.73296(N)    104 42 51.29499(W) AD(       ) 2
 GM0712  NAD 27      -  36 00 17.60010(N)    104 42 49.32471(W) AD(       ) 2
 GM0712  NGVD 29 (07/19/86) 1922.8    (m)         6308.     (f) VERT ANG       
 GM0712
 GM0712.Superseded values are not recommended for survey control.
 GM0712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0712.See file dsdata.txt to determine how the superseded data were derived.
 GM0712
 GM0712_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEV2575384532(NAD 83)
 GM0712_MARKER: DD = SURVEY DISK
 GM0712_SETTING: 0 = UNSPECIFIED SETTING
 GM0712_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GM0712
 GM0712  HISTORY     - Date     Condition        Report By
 GM0712  HISTORY     - 1974     MONUMENTED       NMHC
 GM0712
 GM0712                          STATION DESCRIPTION
 GM0712
 GM0712'DESCRIBED BY NEW MEXICO STATE HIGHWAY COMMISSION 1974 (CWW)
 GM0712'THE STATION IS LOCATED IN MORA COUNTY ALONG INTERSTATE 25 AND IS
 GM0712'ABOUT 0.6 MILES AIR LINE SOUTHWEST OF WAGON MOUND, NEW MEXICO.
 GM0712'
 GM0712'TO REACH FROM THE INTERSECTION OF S.R. 120 AND OLD U.S. 85
 GM0712'IN DOWNTOWN WAGON MOUND, GO WEST ON S.R. 120 ABOUT 0.3 MILES
 GM0712'TO THE I-25 ON-RAMP.  CONTINUE SOUTH ON I-25 0.75 MILES TO THE
 GM0712'STATION ON THE LEFT.  THE STATION IS 96 FEET EAST OF THE CENTER OF
 GM0712'THE NORTH-BOUND LANE OF I-25.  IT IS LOCATED ATOP A LARGE CUT,
 GM0712'ABOUT 14.0 FEET WEST OF THE R/W RENCE.
 GM0712'
 GM0712'THE STATION IS A STANDARD NEW MEXICO HIGHWAY COMMISSION DISC
 GM0712'SET IN A LARGE ROCK AT GROUND LEVEL AND STAMPED 3610435001, 1974.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0711 ***********************************************************************
 GM0711  DESIGNATION -  3610435002
 GM0711  PID         -  GM0711
 GM0711  STATE/COUNTY-  NM/MORA
 GM0711  USGS QUAD   -  WAGON MOUND (1964)
 GM0711
 GM0711                         *CURRENT SURVEY CONTROL
 GM0711  ___________________________________________________________________
 GM0711* NAD 83(1992)-  36 01 24.88758(N)    104 41 46.94585(W)     ADJUSTED  
 GM0711* NAVD 88     -      1892.9    (meters)    6210.     (feet)  VERTCON   
 GM0711  ___________________________________________________________________
 GM0711  LAPLACE CORR-          -3.40  (seconds)                    DEFLEC99
 GM0711  GEOID HEIGHT-         -19.10  (meters)                     GEOID03
 GM0711
 GM0711  HORZ ORDER  -  SECOND
 GM0711
 GM0711.The horizontal coordinates were established by classical geodetic methods
 GM0711.and adjusted by the National Geodetic Survey in December 1993..
 GM0711
 GM0711.The NAVD 88 height was computed by applying the VERTCON shift value to
 GM0711.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GM0711
 GM0711.The Laplace correction was computed from DEFLEC99 derived deflections.
 GM0711
 GM0711.The geoid height was determined by GEOID03.
 GM0711
 GM0711;                    North         East     Units Scale Factor Converg.
 GM0711;SPC NM E     -   557,195.065   132,279.582   MT  0.99992228   -0 12 48.6
 GM0711;SPC NM E     - 1,828,064.14    433,987.26   sFT  0.99992228   -0 12 48.6
 GM0711;UTM  13      - 3,986,606.443   527,356.994   MT  0.99960922   +0 10 42.8
 GM0711
 GM0711!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GM0711!SPC NM E     -   0.99970599  x   0.99992228  =   0.99962830
 GM0711!UTM  13      -   0.99970599  x   0.99960922  =   0.99931533
 GM0711
 GM0711:                Primary Azimuth Mark                     Grid Az
 GM0711:SPC NM E     -  3610435003                               007 19 46.5
 GM0711:UTM  13      -  3610435003                               006 56 15.1
 GM0711
 GM0711|---------------------------------------------------------------------|
 GM0711| PID    Reference Object                     Distance      Geod. Az  |
 GM0711|                                                           dddmmss.s |
 GM0711| GM0710 3610435003                          APPROX. 2.8 KM 0070657.9 |
 GM0711|---------------------------------------------------------------------|
 GM0711
 GM0711                          SUPERSEDED SURVEY CONTROL
 GM0711
 GM0711  NAD 83(1986)-  36 01 24.89487(N)    104 41 46.94568(W) AD(       ) 2
 GM0711  NAD 27      -  36 01 24.76336(N)    104 41 44.97847(W) AD(       ) 2
 GM0711  NGVD 29 (07/19/86) 1892.0    (m)         6207.     (f) VERT ANG       
 GM0711
 GM0711.Superseded values are not recommended for survey control.
 GM0711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0711.See file dsdata.txt to determine how the superseded data were derived.
 GM0711
 GM0711_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEV2735786606(NAD 83)
 GM0711_MARKER: DD = SURVEY DISK
 GM0711_SETTING: 0 = UNSPECIFIED SETTING
 GM0711_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GM0711
 GM0711  HISTORY     - Date     Condition        Report By
 GM0711  HISTORY     - 1974     MONUMENTED       NMHC
 GM0711
 GM0711                          STATION DESCRIPTION
 GM0711
 GM0711'DESCRIBED BY NEW MEXICO STATE HIGHWAY COMMISSION 1974 (CWW)
 GM0711'THE STATION IS LOCATED IN MORA COUNTY ALONG INTERSTATE 25
 GM0711'AND IS ABOUT 1.0 MILES AIR LINE NORTH-NORTHEAST OF WAGON MOUND,
 GM0711'NEW MEXICO.
 GM0711'
 GM0711'TO REACH FROM THE INTERSECTION OF S.R. 120 AND OLD U.S. 85 IN
 GM0711'DOWNTOWN WAGON MOUND, GO WEST ON S.R. 120 ABOUT 0.3 MILES TO THE
 GM0711'I-25 ON-RAMP.  CONTINUE NORTH ON I-25 0.9 MILES TO THE STATION
 GM0711'ON THE RIGHT.  THE STATION IS 51 FEET EAST OF THE CENTER OF THE
 GM0711'NORTH-BOUND LANE OF I-25.  IT IS LOCATED UNDER A LARGE SIGN
 GM0711'READING--LEVY-5, RATON-63.
 GM0711'
 GM0711'THE STATION IS A STANDARD NEW MEXICO HIGHWAY COMMISSION DISC SET
 GM0711'IN A CONCRETE MONUMENT PROJECTING ABOUT SIX INCHES ABOVE THE
 GM0711'GROUND AND STAMPED 3610435002, 1974.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0710 ***********************************************************************
 GM0710  DESIGNATION -  3610435003
 GM0710  PID         -  GM0710
 GM0710  STATE/COUNTY-  NM/MORA
 GM0710  USGS QUAD   -  WAGON MOUND (1964)
 GM0710
 GM0710                         *CURRENT SURVEY CONTROL
 GM0710  ___________________________________________________________________
 GM0710* NAD 83(1992)-  36 02 56.56061(N)    104 41 32.85278(W)     ADJUSTED  
 GM0710* NAVD 88     -      1888.2    (meters)    6195.     (feet)  VERTCON   
 GM0710  ___________________________________________________________________
 GM0710  LAPLACE CORR-          -3.68  (seconds)                    DEFLEC99
 GM0710  GEOID HEIGHT-         -19.07  (meters)                     GEOID03
 GM0710
 GM0710  HORZ ORDER  -  SECOND
 GM0710
 GM0710.The horizontal coordinates were established by classical geodetic methods
 GM0710.and adjusted by the National Geodetic Survey in December 1993..
 GM0710
 GM0710.The NAVD 88 height was computed by applying the VERTCON shift value to
 GM0710.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GM0710
 GM0710.The Laplace correction was computed from DEFLEC99 derived deflections.
 GM0710
 GM0710.The geoid height was determined by GEOID03.
 GM0710
 GM0710;                    North         East     Units Scale Factor Converg.
 GM0710;SPC NM E     -   560,019.076   132,642.833   MT  0.99992199   -0 12 40.8
 GM0710;SPC NM E     - 1,837,329.25    435,179.03   sFT  0.99992199   -0 12 40.8
 GM0710;UTM  13      - 3,989,431.990   527,700.798   MT  0.99960945   +0 10 51.5
 GM0710
 GM0710!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GM0710!SPC NM E     -   0.99970673  x   0.99992199  =   0.99962874
 GM0710!UTM  13      -   0.99970673  x   0.99960945  =   0.99931629
 GM0710
 GM0710:                Primary Azimuth Mark                     Grid Az
 GM0710:SPC NM E     -  3610435004                               006 54 44.8
 GM0710:UTM  13      -  3610435004                               006 31 12.5
 GM0710
 GM0710|---------------------------------------------------------------------|
 GM0710| PID    Reference Object                     Distance      Geod. Az  |
 GM0710|                                                           dddmmss.s |
 GM0710| GM0709 3610435004                          APPROX. 2.1 KM 0064204.0 |
 GM0710|---------------------------------------------------------------------|
 GM0710
 GM0710                          SUPERSEDED SURVEY CONTROL
 GM0710
 GM0710  NAD 83(1986)-  36 02 56.56788(N)    104 41 32.85268(W) AD(       ) 2
 GM0710  NAD 27      -  36 02 56.43802(N)    104 41 30.88700(W) AD(       ) 2
 GM0710  NGVD 29 (07/19/86) 1887.3    (m)         6192.     (f) VERT ANG       
 GM0710
 GM0710.Superseded values are not recommended for survey control.
 GM0710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0710.See file dsdata.txt to determine how the superseded data were derived.
 GM0710
 GM0710_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEV2770189432(NAD 83)
 GM0710_MARKER: DD = SURVEY DISK
 GM0710_SETTING: 0 = UNSPECIFIED SETTING
 GM0710_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GM0710
 GM0710  HISTORY     - Date     Condition        Report By
 GM0710  HISTORY     - 1974     MONUMENTED       NMHC
 GM0710
 GM0710                          STATION DESCRIPTION
 GM0710
 GM0710'DESCRIBED BY NEW MEXICO STATE HIGHWAY COMMISSION 1974 (CWW)
 GM0710'THE STATION IS LOCATED IN MORA COUNTY ALONG INTERSTATE 25 AND IS
 GM0710'ABOUT 2.7 MILES AIR LINE NORTH-NORTHEAST OF WAGON MOUND, NEW
 GM0710'MEXICO.
 GM0710'
 GM0710'TO REACH FROM THE INTERSECTION OF S.R. 120 AND OLD U.S. 85 IN
 GM0710'DOWNTOWN WAGON MOUND, GO WEST ON S.R. 120 ABOUT 0.3 MILES TO THE
 GM0710'I-25 ON-RAMP.  CONTINUE NORTH ON I-25 2.65 MILES TO THE STATION
 GM0710'ON THE RIGHT.  THE STATION IS 34 FEET EAST OF THE CENTER OF THE
 GM0710'NORTH-BOUND LANE OF I-25.  IT IS LOCATED 5 FEET EAST OF A GUARD
 GM0710'RAIL AT THE SOUTHEAST CORNER OF AN UNDERPASS.
 GM0710'
 GM0710'THE STATION IS A STANDARD NEW MEXICO HIGHWAY COMMISSION DISC
 GM0710'SET IN A CONCRETE MONUMENT PROJECTING ABOUT SIX INCHES ABOVE THE
 GM0710'GROUND AND STAMPED 3610435003, 1974.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0709 ***********************************************************************
 GM0709  DESIGNATION -  3610435004
 GM0709  PID         -  GM0709
 GM0709  STATE/COUNTY-  NM/MORA
 GM0709  USGS QUAD   -  WAGON MOUND (1964)
 GM0709
 GM0709                         *CURRENT SURVEY CONTROL
 GM0709  ___________________________________________________________________
 GM0709* NAD 83(1992)-  36 04 02.98055(N)    104 41 23.24076(W)     ADJUSTED  
 GM0709* NAVD 88     -      1903.0    (meters)    6243.     (feet)  VERTCON   
 GM0709  ___________________________________________________________________
 GM0709  LAPLACE CORR-          -3.63  (seconds)                    DEFLEC99
 GM0709  GEOID HEIGHT-         -19.06  (meters)                     GEOID03
 GM0709
 GM0709  HORZ ORDER  -  SECOND
 GM0709
 GM0709.The horizontal coordinates were established by classical geodetic methods
 GM0709.and adjusted by the National Geodetic Survey in December 1993..
 GM0709
 GM0709.The NAVD 88 height was computed by applying the VERTCON shift value to
 GM0709.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GM0709
 GM0709.The Laplace correction was computed from DEFLEC99 derived deflections.
 GM0709
 GM0709.The geoid height was determined by GEOID03.
 GM0709
 GM0709;                    North         East     Units Scale Factor Converg.
 GM0709;SPC NM E     -   562,065.230   132,890.897   MT  0.99992179   -0 12 35.5
 GM0709;SPC NM E     - 1,844,042.34    435,992.88   sFT  0.99992179   -0 12 35.5
 GM0709;UTM  13      - 3,991,479.155   527,934.770   MT  0.99960961   +0 10 57.5
 GM0709
 GM0709!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GM0709!SPC NM E     -   0.99970440  x   0.99992179  =   0.99962622
 GM0709!UTM  13      -   0.99970440  x   0.99960961  =   0.99931413
 GM0709
 GM0709:                Primary Azimuth Mark                     Grid Az
 GM0709:SPC NM E     -  3610435005                               003 35 31.5
 GM0709:UTM  13      -  3610435005                               003 11 58.5
 GM0709
 GM0709|---------------------------------------------------------------------|
 GM0709| PID    Reference Object                     Distance      Geod. Az  |
 GM0709|                                                           dddmmss.s |
 GM0709| GM0708 3610435005                          APPROX. 2.2 KM 0032256.0 |
 GM0709|---------------------------------------------------------------------|
 GM0709
 GM0709                          SUPERSEDED SURVEY CONTROL
 GM0709
 GM0709  NAD 83(1986)-  36 04 02.98784(N)    104 41 23.24071(W) AD(       ) 2
 GM0709  NAD 27      -  36 04 02.85929(N)    104 41 21.27612(W) AD(       ) 2
 GM0709  NGVD 29 (07/19/86) 1902.1    (m)         6240.     (f) VERT ANG       
 GM0709
 GM0709.Superseded values are not recommended for survey control.
 GM0709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0709.See file dsdata.txt to determine how the superseded data were derived.
 GM0709
 GM0709_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEV2793591479(NAD 83)
 GM0709_MARKER: DD = SURVEY DISK
 GM0709_SETTING: 0 = UNSPECIFIED SETTING
 GM0709_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GM0709
 GM0709  HISTORY     - Date     Condition        Report By
 GM0709  HISTORY     - 1974     MONUMENTED       NMHC
 GM0709
 GM0709                          STATION DESCRIPTION
 GM0709
 GM0709'DESCRIBED BY NEW MEXICO STATE HIGHWAY COMMISSION 1974 (CWW)
 GM0709'THE STATION IS LOCATED IN MORA COUNTY ALONG INTERSTATE 25 AND
 GM0709'IS ABOUT 4.0 MILES AIR LINE NORTH-NORTHEAST OF WAGON MOUND, NEW
 GM0709'MEXICO.
 GM0709'
 GM0709'TO REACH FROM THE INTERSECTION OF S.R. 120 AND OLD U.S. 85 IN
 GM0709'DOWNTOWN WAGON MOUND , GO WEST ON S.R. 120 ABOUT 0.3 MILES TO THE
 GM0709'I-25 ON-RAMP.  CONTINUE NORTH ON I-25 4.0 MILES TO THE STATION ON
 GM0709'THE RIGHT.  THE STATION IS 52 FEET EAST OF THE CENTER OF THE
 GM0709'NORTH-BOUND LANE OF I-25.  IT IS LOCATED AT A LARGE SIGN
 GM0709'READING--LEVY-EXIT 1 MILE, ABOUT 5 FEET WEST OF THE R/W FENCE.
 GM0709'
 GM0709'THE STATION IS A STANDARD NEW MEXICO HIGHWAY COMMISSION DISC
 GM0709'SET IN A CONCRETE MONUMENT PROJECTING ABOUT SIX INCHES ABOVE THE
 GM0709'GROUND AND STAMPED 3610435004, 1974.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0708 ***********************************************************************
 GM0708  DESIGNATION -  3610435005
 GM0708  PID         -  GM0708
 GM0708  STATE/COUNTY-  NM/MORA
 GM0708  USGS QUAD   -  WAGON MOUND (1964)
 GM0708
 GM0708                         *CURRENT SURVEY CONTROL
 GM0708  ___________________________________________________________________
 GM0708* NAD 83(1992)-  36 05 13.97664(N)    104 41 18.07142(W)     ADJUSTED  
 GM0708* NAVD 88     -      1914.37   (+/-2cm)    6280.7    (feet)  VERTCON   
 GM0708  ___________________________________________________________________
 GM0708  LAPLACE CORR-          -3.68  (seconds)                    DEFLEC99
 GM0708  GEOID HEIGHT-         -19.03  (meters)                     GEOID03
 GM0708
 GM0708  HORZ ORDER  -  SECOND
 GM0708  VERT ORDER  -  THIRD ? (See Below)
 GM0708
 GM0708.The horizontal coordinates were established by classical geodetic methods
 GM0708.and adjusted by the National Geodetic Survey in December 1993..
 GM0708
 GM0708.The NAVD 88 height was computed by applying the VERTCON shift value to
 GM0708.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GM0708.The vertical order pertains to the NGVD 29 superseded value.
 GM0708
 GM0708.The Laplace correction was computed from DEFLEC99 derived deflections.
 GM0708
 GM0708.The geoid height was determined by GEOID03.
 GM0708
 GM0708;                    North         East     Units Scale Factor Converg.
 GM0708;SPC NM E     -   564,252.837   133,028.229   MT  0.99992168   -0 12 32.8
 GM0708;SPC NM E     - 1,851,219.52    436,443.45   sFT  0.99992168   -0 12 32.8
 GM0708;UTM  13      - 3,993,666.968   528,057.070   MT  0.99960970   +0 11 00.8
 GM0708
 GM0708!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GM0708!SPC NM E     -   0.99970262  x   0.99992168  =   0.99962432
 GM0708!UTM  13      -   0.99970262  x   0.99960970  =   0.99931244
 GM0708
 GM0708:                Primary Azimuth Mark                     Grid Az
 GM0708:SPC NM E     -  POWER                                    092 05 06.5
 GM0708:UTM  13      -  POWER                                    091 41 32.9
 GM0708
 GM0708|---------------------------------------------------------------------|
 GM0708| PID    Reference Object                     Distance      Geod. Az  |
 GM0708|                                                           dddmmss.s |
 GM0708| GM0706 POWER                               APPROX. 3.4 KM 0915233.7 |
 GM0708|---------------------------------------------------------------------|
 GM0708
 GM0708                          SUPERSEDED SURVEY CONTROL
 GM0708
 GM0708  NAD 83(1986)-  36 05 13.98392(N)    104 41 18.07142(W) AD(       ) 2
 GM0708  NAD 27      -  36 05 13.85638(N)    104 41 16.10780(W) AD(       ) 2
 GM0708  NGVD 29 (07/19/86) 1913.46   (m)         6277.7    (f) LEVELING    3  
 GM0708
 GM0708.Superseded values are not recommended for survey control.
 GM0708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0708.See file dsdata.txt to determine how the superseded data were derived.
 GM0708
 GM0708_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEV2805793667(NAD 83)
 GM0708_MARKER: DD = SURVEY DISK
 GM0708_SETTING: 0 = UNSPECIFIED SETTING
 GM0708_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GM0708
 GM0708  HISTORY     - Date     Condition        Report By
 GM0708  HISTORY     - 1974     MONUMENTED       NMHC
 GM0708
 GM0708                          STATION DESCRIPTION
 GM0708
 GM0708'DESCRIBED BY NEW MEXICO STATE HIGHWAY COMMISSION 1974 (CWW)
 GM0708'THE STATION IS LOCATED IN MORA COUNTY ALONG INTERSTATE 25 AND
 GM0708'IS ABOUT 5.4 MILES AIR LINE NORTH-NORTHEAST OF WAGON MOUND, NEW
 GM0708'MEXICO.
 GM0708'
 GM0708'TO REACH FROM THE INTERSECTION OF S.R. 120 AND OLD U.S. 85 IN
 GM0708'DOWNTOWN WAGON MOUND, GO WEST ON S.R. 120 ABOUT 0.3 MILES TO THE
 GM0708'I-25 ON-RAMP.  CONTINUE NORTH ON I-25 5.4 MILES TO THE STATION
 GM0708'ON THE LEFT.  THE STATION IS 64 FEET WEST OF THE CENTER OF THE
 GM0708'NORTH-BOUND LANE OF I-25.  IT IS LOCATED ON A SMALL BERM IN
 GM0708'THE MEDIAN ON THE SOUTH SIDE OF THE UNDERPASS AT THE LEVY
 GM0708'INTERCHANGE.
 GM0708'
 GM0708'THE STATION IS A STANDARD NEW MEXICO HIGHWAY COMMISSION DISC SET
 GM0708'IN A CONCRETE MONUMENT PROJECTING ABOUT SIX INCHES ABOVE THE
 GM0708'GROUND AND STAMPED 3610435005, 1974.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0707 ***********************************************************************
 GM0707  DESIGNATION -  3610435006
 GM0707  PID         -  GM0707
 GM0707  STATE/COUNTY-  NM/MORA
 GM0707  USGS QUAD   -  WAGON MOUND (1964)
 GM0707
 GM0707                         *CURRENT SURVEY CONTROL
 GM0707  ___________________________________________________________________
 GM0707* NAD 83(1992)-  36 06 20.34709(N)    104 41 12.87579(W)     ADJUSTED  
 GM0707* NAVD 88     -      1937.6    (meters)    6357.     (feet)  VERTCON   
 GM0707  ___________________________________________________________________
 GM0707  LAPLACE CORR-          -3.77  (seconds)                    DEFLEC99
 GM0707  GEOID HEIGHT-         -19.01  (meters)                     GEOID03
 GM0707
 GM0707  HORZ ORDER  -  SECOND
 GM0707
 GM0707.The horizontal coordinates were established by classical geodetic methods
 GM0707.and adjusted by the National Geodetic Survey in December 1993..
 GM0707
 GM0707.The NAVD 88 height was computed by applying the VERTCON shift value to
 GM0707.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GM0707
 GM0707.The Laplace correction was computed from DEFLEC99 derived deflections.
 GM0707
 GM0707.The geoid height was determined by GEOID03.
 GM0707
 GM0707;                    North         East     Units Scale Factor Converg.
 GM0707;SPC NM E     -   566,297.889   133,165.638   MT  0.99992157   -0 12 30.1
 GM0707;SPC NM E     - 1,857,928.99    436,894.26   sFT  0.99992157   -0 12 30.1
 GM0707;UTM  13      - 3,995,712.276   528,180.419   MT  0.99960978   +0 11 04.2
 GM0707
 GM0707!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GM0707!SPC NM E     -   0.99969897  x   0.99992157  =   0.99962056
 GM0707!UTM  13      -   0.99969897  x   0.99960978  =   0.99930887
 GM0707
 GM0707:                Primary Azimuth Mark                     Grid Az
 GM0707:SPC NM E     -  3610435007                               001 00 11.6
 GM0707:UTM  13      -  3610435007                               000 36 37.3
 GM0707
 GM0707|---------------------------------------------------------------------|
 GM0707| PID    Reference Object                     Distance      Geod. Az  |
 GM0707|                                                           dddmmss.s |
 GM0707| GM0721 3610435007                          APPROX. 2.4 KM 0004741.5 |
 GM0707|---------------------------------------------------------------------|
 GM0707
 GM0707                          SUPERSEDED SURVEY CONTROL
 GM0707
 GM0707  NAD 83(1986)-  36 06 20.35442(N)    104 41 12.87583(W) AD(       ) 2
 GM0707  NAD 27      -  36 06 20.22771(N)    104 41 10.91311(W) AD(       ) 2
 GM0707  NGVD 29 (07/19/86) 1936.7    (m)         6354.     (f) VERT ANG       
 GM0707
 GM0707.Superseded values are not recommended for survey control.
 GM0707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0707.See file dsdata.txt to determine how the superseded data were derived.
 GM0707
 GM0707_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEV2818095712(NAD 83)
 GM0707_MARKER: DD = SURVEY DISK
 GM0707_SETTING: 0 = UNSPECIFIED SETTING
 GM0707_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GM0707
 GM0707  HISTORY     - Date     Condition        Report By
 GM0707  HISTORY     - 1974     MONUMENTED       NMHC
 GM0707
 GM0707                          STATION DESCRIPTION
 GM0707
 GM0707'DESCRIBED BY NEW MEXICO STATE HIGHWAY COMMISSION 1974 (CWW)
 GM0707'THE STATION IS LOCATED IN MORA COUNTY ALONG INTERSTATE 25 AND IS
 GM0707'ABOUT 6.6 MILES AIR LINE NORTH OF WAGON MOUND, NEW MEXICO.
 GM0707'
 GM0707'TO REACH FROM THE INTERSECTION OF S.R. 120 AND OLD U.S. 85 IN
 GM0707'DOWNTOWN WAGON MOUND, GO WEST ON S.R. 120 ABOUT 0.3 MILES TO THE
 GM0707'I-25 ON-RAMP.  CONTINUE NORTH ON I-25 6.7 MILES TO THE STATION
 GM0707'ON THE RIGHT.  THE STATION IS 83 FEET EAST OF THE CENTER OF THE
 GM0707'NORTH-BOUND LANE OF I-25.  IT IS 7 FEET WEST OF THE EAST RIGHT
 GM0707'OF WAY FENCE ACROSS FROM A HIGHWAY SIGN LEVY EXIT 1 MILE.
 GM0707'
 GM0707'THE STATION IS A STANDARD NEW MEXICO HIGHWAY COMMISSION DISC
 GM0707'SET IN A CONCRETE MONUMENT PROJECTING ABOUT SIX INCHES ABOVE THE
 GM0707'GROUND AND STAMPED 3610435006, 1974.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0721 ***********************************************************************
 GM0721  DESIGNATION -  3610435007
 GM0721  PID         -  GM0721
 GM0721  STATE/COUNTY-  NM/MORA
 GM0721  USGS QUAD   -  COLMOR (1964)
 GM0721
 GM0721                         *CURRENT SURVEY CONTROL
 GM0721  ___________________________________________________________________
 GM0721* NAD 83(1992)-  36 07 37.36253(N)    104 41 11.55869(W)     ADJUSTED  
 GM0721* NAVD 88     -      1894.9    (meters)    6217.     (feet)  VERTCON   
 GM0721  ___________________________________________________________________
 GM0721  LAPLACE CORR-          -3.91  (seconds)                    DEFLEC99
 GM0721  GEOID HEIGHT-         -18.98  (meters)                     GEOID03
 GM0721
 GM0721  HORZ ORDER  -  SECOND
 GM0721
 GM0721.The horizontal coordinates were established by classical geodetic methods
 GM0721.and adjusted by the National Geodetic Survey in December 1993..
 GM0721
 GM0721.The NAVD 88 height was computed by applying the VERTCON shift value to
 GM0721.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GM0721
 GM0721.The Laplace correction was computed from DEFLEC99 derived deflections.
 GM0721
 GM0721.The geoid height was determined by GEOID03.
 GM0721
 GM0721;                    North         East     Units Scale Factor Converg.
 GM0721;SPC NM E     -   568,671.379   133,207.203   MT  0.99992154   -0 12 29.7
 GM0721;SPC NM E     - 1,865,716.02    437,030.63   sFT  0.99992154   -0 12 29.7
 GM0721;UTM  13      - 3,998,085.256   528,205.698   MT  0.99960980   +0 11 05.3
 GM0721
 GM0721!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GM0721!SPC NM E     -   0.99970567  x   0.99992154  =   0.99962723
 GM0721!UTM  13      -   0.99970567  x   0.99960980  =   0.99931558
 GM0721
 GM0721:                Primary Azimuth Mark                     Grid Az
 GM0721:SPC NM E     -  3610435008                               010 45 17.9
 GM0721:UTM  13      -  3610435008                               010 21 42.9
 GM0721
 GM0721|---------------------------------------------------------------------|
 GM0721| PID    Reference Object                     Distance      Geod. Az  |
 GM0721|                                                           dddmmss.s |
 GM0721| GM0720 3610435008                          APPROX. 1.5 KM 0103248.2 |
 GM0721|---------------------------------------------------------------------|
 GM0721
 GM0721                          SUPERSEDED SURVEY CONTROL
 GM0721
 GM0721  NAD 83(1986)-  36 07 37.36992(N)    104 41 11.55877(W) AD(       ) 2
 GM0721  NAD 27      -  36 07 37.24403(N)    104 41 09.59691(W) AD(       ) 2
 GM0721  NGVD 29 (07/19/86) 1894.0    (m)         6214.     (f) VERT ANG       
 GM0721
 GM0721.Superseded values are not recommended for survey control.
 GM0721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0721.See file dsdata.txt to determine how the superseded data were derived.
 GM0721
 GM0721_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEV2820698085(NAD 83)
 GM0721_MARKER: DD = SURVEY DISK
 GM0721_SETTING: 0 = UNSPECIFIED SETTING
 GM0721_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GM0721
 GM0721  HISTORY     - Date     Condition        Report By
 GM0721  HISTORY     - 1974     MONUMENTED       NMHC
 GM0721
 GM0721                          STATION DESCRIPTION
 GM0721
 GM0721'DESCRIBED BY NEW MEXICO STATE HIGHWAY COMMISSION 1974 (CWW)
 GM0721'THE STATION IS LOCATED IN MORA COUNTY ALONG INTERSTATE 25 AND
 GM0721'IS ABOUT 8.2 MILES AIR LINE NORTH OF WAGON MOUND, NEW MEXICO.
 GM0721'
 GM0721'TO REACH FROM THE INTERSECTION OF S.R. 120 AND OLD U.S. 85 IN
 GM0721'DOWNTOWN WAGON MOUND, GO WEST ON S.R. 120 ABOUT 0.3 MILES TO THE
 GM0721'I-25 ON-RAMP.  CONTINUE NORTH ON I-25 8.2 MILES TO THE STATION
 GM0721'ON THE RIGHT.  THE STATION IS 63 FEET EAST OF THE CENTER OF THE
 GM0721'NORTH-BOUND LANE OF I-25.  IT IS 7 FEET WEST OF THE EAST RIGHT
 GM0721'OF WAY FENCE.
 GM0721'
 GM0721'THE STATION IS A STANDARD NEW MEXICO HIGHWAY COMMISSION DISC
 GM0721'SET IN A CONCRETE MONUMENT PROJECTING ABOUT SIX INCHES ABOVE THE
 GM0721'GROUND AND STAMPED 3610435007, 1974.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0720 ***********************************************************************
 GM0720  DESIGNATION -  3610435008
 GM0720  PID         -  GM0720
 GM0720  STATE/COUNTY-  NM/MORA
 GM0720  USGS QUAD   -  COLMOR (1964)
 GM0720
 GM0720                         *CURRENT SURVEY CONTROL
 GM0720  ___________________________________________________________________
 GM0720* NAD 83(1992)-  36 08 23.68280(N)    104 41 00.92653(W)     ADJUSTED  
 GM0720* NAVD 88     -      1884.1    (meters)    6181.     (feet)  VERTCON   
 GM0720  ___________________________________________________________________
 GM0720  LAPLACE CORR-          -3.90  (seconds)                    DEFLEC99
 GM0720  GEOID HEIGHT-         -18.97  (meters)                     GEOID03
 GM0720
 GM0720  HORZ ORDER  -  SECOND
 GM0720
 GM0720.The horizontal coordinates were established by classical geodetic methods
 GM0720.and adjusted by the National Geodetic Survey in December 1993..
 GM0720
 GM0720.The NAVD 88 height was computed by applying the VERTCON shift value to
 GM0720.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GM0720
 GM0720.The Laplace correction was computed from DEFLEC99 derived deflections.
 GM0720
 GM0720.The geoid height was determined by GEOID03.
 GM0720
 GM0720;                    North         East     Units Scale Factor Converg.
 GM0720;SPC NM E     -   570,098.008   133,478.187   MT  0.99992133   -0 12 23.6
 GM0720;SPC NM E     - 1,870,396.55    437,919.69   sFT  0.99992133   -0 12 23.6
 GM0720;UTM  13      - 3,999,513.265   528,466.805   MT  0.99960998   +0 11 11.8
 GM0720
 GM0720!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GM0720!SPC NM E     -   0.99970736  x   0.99992133  =   0.99962871
 GM0720!UTM  13      -   0.99970736  x   0.99960998  =   0.99931745
 GM0720
 GM0720:                Primary Azimuth Mark                     Grid Az
 GM0720:SPC NM E     -  3610435009                               016 02 56.5
 GM0720:UTM  13      -  3610435009                               015 39 21.1
 GM0720
 GM0720|---------------------------------------------------------------------|
 GM0720| PID    Reference Object                     Distance      Geod. Az  |
 GM0720|                                                           dddmmss.s |
 GM0720| GM0719 3610435009                          APPROX. 2.8 KM 0155032.9 |
 GM0720|---------------------------------------------------------------------|
 GM0720
 GM0720                          SUPERSEDED SURVEY CONTROL
 GM0720
 GM0720  NAD 83(1986)-  36 08 23.69022(N)    104 41 00.92664(W) AD(       ) 2
 GM0720  NAD 27      -  36 08 23.56512(N)    104 40 58.96578(W) AD(       ) 2
 GM0720  NGVD 29 (07/19/86) 1883.2    (m)         6178.     (f) VERT ANG       
 GM0720
 GM0720.Superseded values are not recommended for survey control.
 GM0720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0720.See file dsdata.txt to determine how the superseded data were derived.
 GM0720
 GM0720_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEV2846799513(NAD 83)
 GM0720_MARKER: DD = SURVEY DISK
 GM0720_SETTING: 0 = UNSPECIFIED SETTING
 GM0720_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GM0720
 GM0720  HISTORY     - Date     Condition        Report By
 GM0720  HISTORY     - 1974     MONUMENTED       NMHC
 GM0720
 GM0720                          STATION DESCRIPTION
 GM0720
 GM0720'DESCRIBED BY NEW MEXICO STATE HIGHWAY COMMISSION 1974 (CWW)
 GM0720'THE STATION IS LOCATED IN MORA COUNTY ALONG INTERSTATE 25 AND
 GM0720'IS ABOUT 9.0 MILES AIR LINE NORTH OF WAGON MOUND, NEW MEXICO.
 GM0720'
 GM0720'TO REACH FROM THE INTERSECTION OF S.R. 120 AND OLD U.S. 85 IN
 GM0720'DOWNTOWN WAGON MOUND, GO WEST ON S.R. 120 ABOUT 0.3 MILES TO THE
 GM0720'I-25 ON-RAMP.  CONTINUE NORTH ON I-25 9.15 MILES TO THE STATION ON
 GM0720'THE LEFT.  THE STATION IS 78 FEET WEST OF THE CENTER OF THE
 GM0720'SOUTH-BOUND LANE OF I-25.  IT IS 5 FEET EAST OF THE WEST RIGHT
 GM0720'OF WAY FENCE.
 GM0720'
 GM0720'THE STATION IS A STANDARD NEW MEXICO HIGHWAY COMMISSION DISC SET
 GM0720'IN A CONCRETE MONUMENT PROJECTING ABOUT SIX INCHES ABOVE THE
 GM0720'GROUND AND STAMPED 3610435008, 1974.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0719 ***********************************************************************
 GM0719  DESIGNATION -  3610435009
 GM0719  PID         -  GM0719
 GM0719  STATE/COUNTY-  NM/MORA
 GM0719  USGS QUAD   -  COLMOR (1964)
 GM0719
 GM0719                         *CURRENT SURVEY CONTROL
 GM0719  ___________________________________________________________________
 GM0719* NAD 83(1992)-  36 09 50.31295(N)    104 40 30.60941(W)     ADJUSTED  
 GM0719* NAVD 88     -      1862.2    (meters)    6110.     (feet)  VERTCON   
 GM0719  ___________________________________________________________________
 GM0719  LAPLACE CORR-          -3.68  (seconds)                    DEFLEC99
 GM0719  GEOID HEIGHT-         -18.95  (meters)                     GEOID03
 GM0719
 GM0719  HORZ ORDER  -  SECOND
 GM0719
 GM0719.The horizontal coordinates were established by classical geodetic methods
 GM0719.and adjusted by the National Geodetic Survey in December 1993..
 GM0719
 GM0719.The NAVD 88 height was computed by applying the VERTCON shift value to
 GM0719.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GM0719
 GM0719.The Laplace correction was computed from DEFLEC99 derived deflections.
 GM0719
 GM0719.The geoid height was determined by GEOID03.
 GM0719
 GM0719;                    North         East     Units Scale Factor Converg.
 GM0719;SPC NM E     -   572,765.258   134,245.482   MT  0.99992074   -0 12 06.2
 GM0719;SPC NM E     - 1,879,147.35    440,437.05   sFT  0.99992074   -0 12 06.2
 GM0719;UTM  13      - 4,002,184.888   529,215.541   MT  0.99961052   +0 11 30.1
 GM0719
 GM0719!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GM0719!SPC NM E     -   0.99971080  x   0.99992074  =   0.99963156
 GM0719!UTM  13      -   0.99971080  x   0.99961052  =   0.99932143
 GM0719
 GM0719:                Primary Azimuth Mark                     Grid Az
 GM0719:SPC NM E     -  3610435010                               014 16 46.7
 GM0719:UTM  13      -  3610435010                               013 53 10.4
 GM0719
 GM0719|---------------------------------------------------------------------|
 GM0719| PID    Reference Object                     Distance      Geod. Az  |
 GM0719|                                                           dddmmss.s |
 GM0719| GM0718 3610435010                          APPROX. 2.4 KM 0140440.5 |
 GM0719|---------------------------------------------------------------------|
 GM0719
 GM0719                          SUPERSEDED SURVEY CONTROL
 GM0719
 GM0719  NAD 83(1986)-  36 09 50.32052(N)    104 40 30.60955(W) AD(       ) 2
 GM0719  NAD 27      -  36 09 50.19707(N)    104 40 28.65127(W) AD(       ) 2
 GM0719  NGVD 29 (07/19/86) 1861.3    (m)         6107.     (f) VERT ANG       
 GM0719
 GM0719.Superseded values are not recommended for survey control.
 GM0719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0719.See file dsdata.txt to determine how the superseded data were derived.
 GM0719
 GM0719_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEA2921602185(NAD 83)
 GM0719_MARKER: DD = SURVEY DISK
 GM0719_SETTING: 0 = UNSPECIFIED SETTING
 GM0719_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GM0719
 GM0719  HISTORY     - Date     Condition        Report By
 GM0719  HISTORY     - 1974     MONUMENTED       NMHC
 GM0719
 GM0719                          STATION DESCRIPTION
 GM0719
 GM0719'DESCRIBED BY NEW MEXICO STATE HIGHWAY COMMISSION 1974 (CWW)
 GM0719'THE STATION IS LOCATED IN MORA COUNTY ALONG INTERSTATE 25 AND
 GM0719'IS ABOUT 10.7 MILES AIR LINE NORTH OF WAGON MOUND, NEW MEXICO.
 GM0719'
 GM0719'TO REACH FROM THE INTERSECTION OF S.R. 120 AND OLD U.S. 85 IN
 GM0719'DOWNTOWN WAGON MOUND, GO WEST ON S.R. 120 ABOUT 0.3 MILES TO THE
 GM0719'I-25 ON-RAMP.  CONTINUE NORTH ON I-25 10.9 MILES TO THE STATION
 GM0719'ON THE RIGHT.  THE STATION IS 76 FEET EAST OF THE CENTER OF THE
 GM0719'NORTH-BOUND LANE OF I-25.  IT IS 9 FEET WEST OF THE EAST RIGHT
 GM0719'OF WAY FENCE.
 GM0719'
 GM0719'THE STATION IS A STANDARD NEW MEXICO HIGHWAY COMMISSION DISC SET
 GM0719'IN A CONCRETE MONUMENT PROJECTING ABOUT SIX INCHES ABOVE THE
 GM0719'GROUND AND STAMPED 3610435009, 1974.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0718 ***********************************************************************
 GM0718  DESIGNATION -  3610435010
 GM0718  PID         -  GM0718
 GM0718  STATE/COUNTY-  NM/MORA
 GM0718  USGS QUAD   -  COLMOR (1964)
 GM0718
 GM0718                         *CURRENT SURVEY CONTROL
 GM0718  ___________________________________________________________________
 GM0718* NAD 83(1992)-  36 11 05.40969(N)    104 40 07.37853(W)     ADJUSTED  
 GM0718* NAVD 88     -      1841.0    (meters)    6040.     (feet)  VERTCON   
 GM0718  ___________________________________________________________________
 GM0718  LAPLACE CORR-          -3.46  (seconds)                    DEFLEC99
 GM0718  GEOID HEIGHT-         -18.94  (meters)                     GEOID03
 GM0718
 GM0718  HORZ ORDER  -  SECOND
 GM0718
 GM0718.The horizontal coordinates were established by classical geodetic methods
 GM0718.and adjusted by the National Geodetic Survey in December 1993..
 GM0718
 GM0718.The NAVD 88 height was computed by applying the VERTCON shift value to
 GM0718.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GM0718
 GM0718.The Laplace correction was computed from DEFLEC99 derived deflections.
 GM0718
 GM0718.The geoid height was determined by GEOID03.
 GM0718
 GM0718;                    North         East     Units Scale Factor Converg.
 GM0718;SPC NM E     -   575,077.730   134,834.051   MT  0.99992030   -0 11 52.8
 GM0718;SPC NM E     - 1,886,734.19    442,368.05   sFT  0.99992030   -0 11 52.8
 GM0718;UTM  13      - 4,004,500.630   529,788.037   MT  0.99961093   +0 11 44.1
 GM0718
 GM0718!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GM0718!SPC NM E     -   0.99971412  x   0.99992030  =   0.99963444
 GM0718!UTM  13      -   0.99971412  x   0.99961093  =   0.99932516
 GM0718
 GM0718:                Primary Azimuth Mark                     Grid Az
 GM0718:SPC NM E     -  3610435011                               010 13 51.5
 GM0718:UTM  13      -  3610435011                               009 50 14.6
 GM0718
 GM0718|---------------------------------------------------------------------|
 GM0718| PID    Reference Object                     Distance      Geod. Az  |
 GM0718|                                                           dddmmss.s |
 GM0718| GM0717 3610435011                          APPROX. 1.7 KM 0100158.7 |
 GM0718|---------------------------------------------------------------------|
 GM0718
 GM0718                          SUPERSEDED SURVEY CONTROL
 GM0718
 GM0718  NAD 83(1986)-  36 11 05.41713(N)    104 40 07.37881(W) AD(       ) 2
 GM0718  NAD 27      -  36 11 05.29515(N)    104 40 05.42191(W) AD(       ) 2
 GM0718  NGVD 29 (07/19/86) 1840.1    (m)         6037.     (f) VERT ANG       
 GM0718
 GM0718.Superseded values are not recommended for survey control.
 GM0718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0718.See file dsdata.txt to determine how the superseded data were derived.
 GM0718
 GM0718_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEA2978804501(NAD 83)
 GM0718_MARKER: DD = SURVEY DISK
 GM0718_SETTING: 0 = UNSPECIFIED SETTING
 GM0718_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GM0718
 GM0718  HISTORY     - Date     Condition        Report By
 GM0718  HISTORY     - 1974     MONUMENTED       NMHC
 GM0718
 GM0718                          STATION DESCRIPTION
 GM0718
 GM0718'DESCRIBED BY NEW MEXICO STATE HIGHWAY COMMISSION 1974 (CWW)
 GM0718'THE STATION IS LOCATED IN MORA COUNTY ALONG INTERSTATE 25 AND
 GM0718'IS ABOUT 12.2 MILES AIR LINE NORTH OF WAGON MOUND, NEW MEXICO.
 GM0718'
 GM0718'TO REACH FROM THE INTERSECTION OF S.R. 120 AND OLD U.S. 85 IN
 GM0718'DOWNTOWN WAGON MOUND, GO WEST ON S.R. 120 ABOUT 0.3 MILES TO THE
 GM0718'I-25 ON-RAMP.  CONTINUE NORTH ON I-25 12.4 MILES TO THE STATION ON
 GM0718'THE RIGHT.  THE STATION IS 79 FEET EAST OF THE CENTER OF THE
 GM0718'NORTH-BOUND LANE OF I-25.  IT IS 4 FEET WEST OF THE EAST RIGHT
 GM0718'OF WAY FENCE.
 GM0718'
 GM0718'THE STATION IS A STANDARD NEW MEXICO HIGHWAY COMMISSION DISC SET
 GM0718'IN A CONCRETE MONUMENT PROJECTING ABOUT SIX INCHES ABOVE THE
 GM0718'GROUND AND STAMPED 3610435010, 1974.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0717 ***********************************************************************
 GM0717  DESIGNATION -  3610435011
 GM0717  PID         -  GM0717
 GM0717  STATE/COUNTY-  NM/MORA
 GM0717  USGS QUAD   -  COLMOR (1964)
 GM0717
 GM0717                         *CURRENT SURVEY CONTROL
 GM0717  ___________________________________________________________________
 GM0717* NAD 83(1992)-  36 11 59.81718(N)    104 39 55.50217(W)     ADJUSTED  
 GM0717* NAVD 88     -      1832.6    (meters)    6012.     (feet)  VERTCON   
 GM0717  ___________________________________________________________________
 GM0717  LAPLACE CORR-          -3.40  (seconds)                    DEFLEC99
 GM0717  GEOID HEIGHT-         -18.93  (meters)                     GEOID03
 GM0717
 GM0717  HORZ ORDER  -  SECOND
 GM0717
 GM0717.The horizontal coordinates were established by classical geodetic methods
 GM0717.and adjusted by the National Geodetic Survey in December 1993..
 GM0717
 GM0717.The NAVD 88 height was computed by applying the VERTCON shift value to
 GM0717.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GM0717
 GM0717.The Laplace correction was computed from DEFLEC99 derived deflections.
 GM0717
 GM0717.The geoid height was determined by GEOID03.
 GM0717
 GM0717;                    North         East     Units Scale Factor Converg.
 GM0717;SPC NM E     -   576,753.564   135,136.518   MT  0.99992008   -0 11 46.1
 GM0717;SPC NM E     - 1,892,232.32    443,360.39   sFT  0.99992008   -0 11 46.1
 GM0717;UTM  13      - 4,006,177.984   530,078.893   MT  0.99961115   +0 11 51.4
 GM0717
 GM0717!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GM0717!SPC NM E     -   0.99971544  x   0.99992008  =   0.99963554
 GM0717!UTM  13      -   0.99971544  x   0.99961115  =   0.99932670
 GM0717
 GM0717:                Primary Azimuth Mark                     Grid Az
 GM0717:SPC NM E     -  3610435012                               017 21 13.4
 GM0717:UTM  13      -  3610435012                               016 57 35.9
 GM0717
 GM0717|---------------------------------------------------------------------|
 GM0717| PID    Reference Object                     Distance      Geod. Az  |
 GM0717|                                                           dddmmss.s |
 GM0717| GM0716 3610435012                          APPROX. 2.7 KM 0170927.3 |
 GM0717|---------------------------------------------------------------------|
 GM0717
 GM0717                          SUPERSEDED SURVEY CONTROL
 GM0717
 GM0717  NAD 83(1986)-  36 11 59.82460(N)    104 39 55.50252(W) AD(       ) 2
 GM0717  NAD 27      -  36 11 59.70342(N)    104 39 53.54642(W) AD(       ) 2
 GM0717  NGVD 29 (07/19/86) 1831.7    (m)         6010.     (f) VERT ANG       
 GM0717
 GM0717.Superseded values are not recommended for survey control.
 GM0717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0717.See file dsdata.txt to determine how the superseded data were derived.
 GM0717
 GM0717_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEA3007906178(NAD 83)
 GM0717_MARKER: DD = SURVEY DISK
 GM0717_SETTING: 0 = UNSPECIFIED SETTING
 GM0717_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GM0717
 GM0717  HISTORY     - Date     Condition        Report By
 GM0717  HISTORY     - 1974     MONUMENTED       NMHC
 GM0717
 GM0717                          STATION DESCRIPTION
 GM0717
 GM0717'DESCRIBED BY NEW MEXICO STATE HIGHWAY COMMISSION 1974 (CWW)
 GM0717'THE STATION IS LOCATED IN MORA COUNTY ALONG INTERSTATE 25 AND IS
 GM0717'ABOUT 13.2 MILES AIR LINE NORTH OF WAGON MOUND, NEW MEXICO.
 GM0717'
 GM0717'TO REACH FROM THE INTERSECTION OF S.R. 120 AND OLD U.S. 85 IN
 GM0717'DOWNTOWN WAGON MOUND, GO WEST ON S.R. 120 ABOUT 0.3 MILES TO THE
 GM0717'I-25 ON-RAMP.  CONTINUE NORTH ON I-25 13.5 MILES TO THE STATION ON
 GM0717'THE LEFT.  THE STATION IS 185 FEET LEFT OF THE CENTER OF THE
 GM0717'SOUTH-BOUND LANE OF I-25.  IT IS IN AN AREA OF WIDENED HIGHWAY
 GM0717'RIGHT OF WAY.
 GM0717'
 GM0717'THE STATION IS A STANDARD NEW MEXICO HIGHWAY COMMISSION DISC SET
 GM0717'IN A CONCRETE MONUMENT PROJECTING ABOUT SIX INCHES ABOVE THE
 GM0717'GROUND AND STAMPED 3610435011, 1974.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0716 ***********************************************************************
 GM0716  DESIGNATION -  3610435012
 GM0716  PID         -  GM0716
 GM0716  STATE/COUNTY-  NM/COLFAX
 GM0716  USGS QUAD   -  COLMOR (1964)
 GM0716
 GM0716                         *CURRENT SURVEY CONTROL
 GM0716  ___________________________________________________________________
 GM0716* NAD 83(1992)-  36 13 22.21923(N)    104 39 24.10354(W)     ADJUSTED  
 GM0716* NAVD 88     -      1831.8    (meters)    6010.     (feet)  VERTCON   
 GM0716  ___________________________________________________________________
 GM0716  LAPLACE CORR-          -3.32  (seconds)                    DEFLEC99
 GM0716  GEOID HEIGHT-         -18.92  (meters)                     GEOID03
 GM0716
 GM0716  HORZ ORDER  -  SECOND
 GM0716
 GM0716.The horizontal coordinates were established by classical geodetic methods
 GM0716.and adjusted by the National Geodetic Survey in December 1993..
 GM0716
 GM0716.The NAVD 88 height was computed by applying the VERTCON shift value to
 GM0716.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GM0716
 GM0716.The Laplace correction was computed from DEFLEC99 derived deflections.
 GM0716
 GM0716.The geoid height was determined by GEOID03.
 GM0716
 GM0716;                    North         East     Units Scale Factor Converg.
 GM0716;SPC NM E     -   579,290.577   135,929.321   MT  0.99991950   -0 11 27.9
 GM0716;SPC NM E     - 1,900,555.83    445,961.45   sFT  0.99991950   -0 11 27.9
 GM0716;UTM  13      - 4,008,719.603   530,853.999   MT  0.99961173   +0 12 10.3
 GM0716
 GM0716!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GM0716!SPC NM E     -   0.99971556  x   0.99991950  =   0.99963509
 GM0716!UTM  13      -   0.99971556  x   0.99961173  =   0.99932741
 GM0716
 GM0716:                Primary Azimuth Mark                     Grid Az
 GM0716:SPC NM E     -  3610435013                               016 40 13.8
 GM0716:UTM  13      -  3610435013                               016 16 35.6
 GM0716
 GM0716|---------------------------------------------------------------------|
 GM0716| PID    Reference Object                     Distance      Geod. Az  |
 GM0716|                                                           dddmmss.s |
 GM0716| GM0715 3610435013                          APPROX. 1.6 KM 0162845.9 |
 GM0716|---------------------------------------------------------------------|
 GM0716
 GM0716                          SUPERSEDED SURVEY CONTROL
 GM0716
 GM0716  NAD 83(1986)-  36 13 22.22660(N)    104 39 24.10401(W) AD(       ) 2
 GM0716  NAD 27      -  36 13 22.10621(N)    104 39 22.14942(W) AD(       ) 2
 GM0716  NGVD 29 (07/19/86) 1830.9    (m)         6007.     (f) VERT ANG       
 GM0716
 GM0716.Superseded values are not recommended for survey control.
 GM0716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0716.See file dsdata.txt to determine how the superseded data were derived.
 GM0716
 GM0716_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEA3085408720(NAD 83)
 GM0716_MARKER: DD = SURVEY DISK
 GM0716_SETTING: 0 = UNSPECIFIED SETTING
 GM0716_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GM0716
 GM0716  HISTORY     - Date     Condition        Report By
 GM0716  HISTORY     - 1974     MONUMENTED       NMHC
 GM0716
 GM0716                          STATION DESCRIPTION
 GM0716
 GM0716'DESCRIBED BY NEW MEXICO STATE HIGHWAY COMMISSION 1974 (CWW)
 GM0716'THE STATION IS LOCATED IN COLFAX COUNTY, NEW MEXICO ALONG
 GM0716'INTERSTATE 25 AND IS ABOUT 10.1 MILES SOUTH-SOUTHWEST OF SPRINGER,
 GM0716'NEW MEXICO.
 GM0716'
 GM0716'TO REACH FROM THE INTERSECTION OF MAXWELL AVE. (U.S. 85) AND
 GM0716'FOURTH ST. (U.S. 56) IN SPRINGER GO SOUTHERLY ON MAXWELL AVE. 1.2
 GM0716'MILES CROSSING UNDER INTERSTATE 25.  TURN LEFT ONTO THE INTERSTATE
 GM0716'ON-RAMP, ENTER THE INTERSTATE AND GO SOUTH 9.5 MILES TO THE
 GM0716'STATION ON THE LEFT.  THE STATION IS 77 FEET EAST OF THE
 GM0716'CENTERLINE OF THE NORTH-BOUND LANE AND IS 6 FEET WEST OF THE EAST
 GM0716'RIGHT OF WAY FENCE.
 GM0716'
 GM0716'THE STATION IS A STANDARD NEW MEXICO HIGHWAY COMMISSION DISC SET
 GM0716'IN A CONCRETE MONUMENT PROJECTING ABOUT SIX INCHES ABOVE THE
 GM0716'GROUND AND STAMPED 3610435012, 1974.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0715 ***********************************************************************
 GM0715  DESIGNATION -  3610435013
 GM0715  PID         -  GM0715
 GM0715  STATE/COUNTY-  NM/COLFAX
 GM0715  USGS QUAD   -  COLMOR (1964)
 GM0715
 GM0715                         *CURRENT SURVEY CONTROL
 GM0715  ___________________________________________________________________
 GM0715* NAD 83(1992)-  36 14 11.38502(N)    104 39 06.15009(W)     ADJUSTED  
 GM0715* NAVD 88     -      1845.0    (meters)    6053.     (feet)  VERTCON   
 GM0715  ___________________________________________________________________
 GM0715  LAPLACE CORR-          -3.38  (seconds)                    DEFLEC99
 GM0715  GEOID HEIGHT-         -18.92  (meters)                     GEOID03
 GM0715
 GM0715  HORZ ORDER  -  SECOND
 GM0715
 GM0715.The horizontal coordinates were established by classical geodetic methods
 GM0715.and adjusted by the National Geodetic Survey in December 1993..
 GM0715
 GM0715.The NAVD 88 height was computed by applying the VERTCON shift value to
 GM0715.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GM0715
 GM0715.The Laplace correction was computed from DEFLEC99 derived deflections.
 GM0715
 GM0715.The geoid height was determined by GEOID03.
 GM0715
 GM0715;                    North         East     Units Scale Factor Converg.
 GM0715;SPC NM E     -   580,804.406   136,382.644   MT  0.99991918   -0 11 17.5
 GM0715;SPC NM E     - 1,905,522.46    447,448.72   sFT  0.99991918   -0 11 17.5
 GM0715;UTM  13      - 4,010,236.047   531,296.764   MT  0.99961207   +0 12 21.2
 GM0715
 GM0715!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GM0715!SPC NM E     -   0.99971349  x   0.99991918  =   0.99963270
 GM0715!UTM  13      -   0.99971349  x   0.99961207  =   0.99932568
 GM0715
 GM0715:                Primary Azimuth Mark                     Grid Az
 GM0715:SPC NM E     -  3610435014                               016 42 23.0
 GM0715:UTM  13      -  3610435014                               016 18 44.3
 GM0715
 GM0715|---------------------------------------------------------------------|
 GM0715| PID    Reference Object                     Distance      Geod. Az  |
 GM0715|                                                           dddmmss.s |
 GM0715| GM0704 3610435014                          APPROX. 3.1 KM 0163105.5 |
 GM0715|---------------------------------------------------------------------|
 GM0715
 GM0715                          SUPERSEDED SURVEY CONTROL
 GM0715
 GM0715  NAD 83(1986)-  36 14 11.39239(N)    104 39 06.15063(W) AD(       ) 2
 GM0715  NAD 27      -  36 14 11.27267(N)    104 39 04.19653(W) AD(       ) 2
 GM0715  NGVD 29 (07/19/86) 1844.1    (m)         6050.     (f) VERT ANG       
 GM0715
 GM0715.Superseded values are not recommended for survey control.
 GM0715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0715.See file dsdata.txt to determine how the superseded data were derived.
 GM0715
 GM0715_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEA3129710236(NAD 83)
 GM0715_MARKER: DD = SURVEY DISK
 GM0715_SETTING: 0 = UNSPECIFIED SETTING
 GM0715_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GM0715
 GM0715  HISTORY     - Date     Condition        Report By
 GM0715  HISTORY     - 1974     MONUMENTED       NMHC
 GM0715
 GM0715                          STATION DESCRIPTION
 GM0715
 GM0715'DESCRIBED BY NEW MEXICO STATE HIGHWAY COMMISSION 1974 (CWW)
 GM0715'THE STATION IS LOCATED IN COLFAX COUNTY, NEW MEXICO ALONG
 GM0715'INTERSTATE 25 AND IS ABOUT 9.1 MILES SOUTH-SOUTHWEST OF SPRINGER,
 GM0715'NEW MEXICO.
 GM0715'
 GM0715'TO REACH FROM THE INTERSECTION OF MAXWELL AVE. (U.S. 85) AND
 GM0715'FOURTH ST. (U.S. 56) IN SPRINGER GO SOUTHERLY ON MAXWELL AVE. 1.2
 GM0715'MILES CROSSING UNDER INTERSTATE 25.  TURN LEFT ONTO THE INTERSTATE
 GM0715'ON-RAMP, ENTER THE INTERSTATE AND GO SOUTH 9.1 MILES TO THE
 GM0715'STATION ON THE LEFT.  THE STATION IS 75 FEET EAST OF THE
 GM0715'CENTERLINE OF THE NORTH-BOUND LANE AND IS 8 FEET WEST OF THE EAST
 GM0715'RIGHT OF WAY FENCE.
 GM0715'
 GM0715'THE STATION IS A STANDARD NEW MEXICO HIGHWAY COMMISSION DISC SET
 GM0715'IN A CONCRETE MONUMENT PROJECTING ABOUT SIX INCHES ABOVE THE
 GM0715'GROUND AND STAMPED 3610435013, 1974.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0704 ***********************************************************************
 GM0704  DESIGNATION -  3610435014
 GM0704  PID         -  GM0704
 GM0704  STATE/COUNTY-  NM/COLFAX
 GM0704  USGS QUAD   -  PINON HILLS (1964)
 GM0704
 GM0704                         *CURRENT SURVEY CONTROL
 GM0704  ___________________________________________________________________
 GM0704* NAD 83(1992)-  36 15 49.00359(N)    104 38 30.40213(W)     ADJUSTED  
 GM0704* NAVD 88     -      1849.7    (meters)    6069.     (feet)  VERTCON   
 GM0704  ___________________________________________________________________
 GM0704  LAPLACE CORR-          -3.33  (seconds)                    DEFLEC99
 GM0704  GEOID HEIGHT-         -18.92  (meters)                     GEOID03
 GM0704
 GM0704  HORZ ORDER  -  SECOND
 GM0704
 GM0704.The horizontal coordinates were established by classical geodetic methods
 GM0704.and adjusted by the National Geodetic Survey in December 1993..
 GM0704
 GM0704.The NAVD 88 height was computed by applying the VERTCON shift value to
 GM0704.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GM0704
 GM0704.The Laplace correction was computed from DEFLEC99 derived deflections.
 GM0704
 GM0704.The geoid height was determined by GEOID03.
 GM0704
 GM0704;                    North         East     Units Scale Factor Converg.
 GM0704;SPC NM E     -   583,810.180   137,284.787   MT  0.99991855   -0 10 56.8
 GM0704;SPC NM E     - 1,915,383.90    450,408.51   sFT  0.99991855   -0 10 56.8
 GM0704;UTM  13      - 4,013,247.034   532,177.936   MT  0.99961276   +0 12 42.8
 GM0704
 GM0704!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GM0704!SPC NM E     -   0.99971276  x   0.99991855  =   0.99963133
 GM0704!UTM  13      -   0.99971276  x   0.99961276  =   0.99932563
 GM0704
 GM0704:                Primary Azimuth Mark                     Grid Az
 GM0704:SPC NM E     -  3610435015                               013 17 36.4
 GM0704:UTM  13      -  3610435015                               012 53 56.8
 GM0704
 GM0704|---------------------------------------------------------------------|
 GM0704| PID    Reference Object                     Distance      Geod. Az  |
 GM0704|                                                           dddmmss.s |
 GM0704| GM0703 3610435015                          APPROX. 1.5 KM 0130639.6 |
 GM0704|---------------------------------------------------------------------|
 GM0704
 GM0704                          SUPERSEDED SURVEY CONTROL
 GM0704
 GM0704  NAD 83(1986)-  36 15 49.01089(N)    104 38 30.40281(W) AD(       ) 2
 GM0704  NAD 27      -  36 15 48.89020(N)    104 38 28.44875(W) AD(       ) 2
 GM0704  NGVD 29 (07/19/86) 1848.8    (m)         6066.     (f) VERT ANG       
 GM0704
 GM0704.Superseded values are not recommended for survey control.
 GM0704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0704.See file dsdata.txt to determine how the superseded data were derived.
 GM0704
 GM0704_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEA3217813247(NAD 83)
 GM0704_MARKER: DD = SURVEY DISK
 GM0704_SETTING: 0 = UNSPECIFIED SETTING
 GM0704_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GM0704
 GM0704  HISTORY     - Date     Condition        Report By
 GM0704  HISTORY     - 1974     MONUMENTED       NMHC
 GM0704
 GM0704                          STATION DESCRIPTION
 GM0704
 GM0704'DESCRIBED BY NEW MEXICO STATE HIGHWAY COMMISSION 1974 (CWW)
 GM0704'THE STATION IS LOCATED IN COLFAX COUNTY, NEW MEXICO ALONG
 GM0704'INTERSTATE 25 AND IS ABOUT 7.2 MILES SOUTH-SOUTHWEST OF SPRINGER,
 GM0704'NEW MEXICO.
 GM0704'
 GM0704'TO REACH FROM THE INTERSECTION OF MAXWELL AVE. (U.S. 85) AND
 GM0704'FOURTH ST. (U.S. 56) IN SPRINGER GO SOUTHERLY ON MAXWELL AVE. 1.2
 GM0704'MILES CROSSING UNDER INTERSTATE 25.  TURN LEFT ONTO THE INTERSTATE
 GM0704'ON-RAMP, ENTER THE INTERSTATE AND GO SOUTH 6.5 MILES TO THE
 GM0704'STATION ON THE LEFT.  THE STATION IS 77 FEET EAST OF THE
 GM0704'CENTERLINE OF THE NORTH-BOUND LANE AND IS 8 FEET WEST OF THE EAST
 GM0704'RIGHT OF WAY FENCE.
 GM0704'
 GM0704'THE STATION IS A STANDARD NEW MEXICO HIGHWAY COMMISSION DISC SET
 GM0704'IN A CONCRETE MONUMENT PROJECTING ABOUT SIX INCHES ABOVE THE
 GM0704'GROUND AND STAMPED 3610435014, 1974.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0703 ***********************************************************************
 GM0703  DESIGNATION -  3610435015
 GM0703  PID         -  GM0703
 GM0703  STATE/COUNTY-  NM/COLFAX
 GM0703  USGS QUAD   -  PINON HILLS (1964)
 GM0703
 GM0703                         *CURRENT SURVEY CONTROL
 GM0703  ___________________________________________________________________
 GM0703* NAD 83(1992)-  36 16 35.66195(N)    104 38 16.98085(W)     ADJUSTED  
 GM0703* NAVD 88     -      1836.8    (meters)    6026.     (feet)  VERTCON   
 GM0703  ___________________________________________________________________
 GM0703  LAPLACE CORR-          -3.27  (seconds)                    DEFLEC99
 GM0703  GEOID HEIGHT-         -18.91  (meters)                     GEOID03
 GM0703
 GM0703  HORZ ORDER  -  SECOND
 GM0703
 GM0703.The horizontal coordinates were established by classical geodetic methods
 GM0703.and adjusted by the National Geodetic Survey in December 1993..
 GM0703
 GM0703.The NAVD 88 height was computed by applying the VERTCON shift value to
 GM0703.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GM0703
 GM0703.The Laplace correction was computed from DEFLEC99 derived deflections.
 GM0703
 GM0703.The geoid height was determined by GEOID03.
 GM0703
 GM0703;                    North         East     Units Scale Factor Converg.
 GM0703;SPC NM E     -   585,247.162   137,624.303   MT  0.99991832   -0 10 49.1
 GM0703;SPC NM E     - 1,920,098.40    451,522.40   sFT  0.99991832   -0 10 49.1
 GM0703;UTM  13      - 4,014,685.878   532,507.452   MT  0.99961302   +0 12 51.0
 GM0703
 GM0703!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GM0703!SPC NM E     -   0.99971478  x   0.99991832  =   0.99963312
 GM0703!UTM  13      -   0.99971478  x   0.99961302  =   0.99932791
 GM0703
 GM0703:                Primary Azimuth Mark                     Grid Az
 GM0703:SPC NM E     -  3610435016                               018 25 30.5
 GM0703:UTM  13      -  3610435016                               018 01 50.4
 GM0703
 GM0703|---------------------------------------------------------------------|
 GM0703| PID    Reference Object                     Distance      Geod. Az  |
 GM0703|                                                           dddmmss.s |
 GM0703| GM0702 3610435016                          APPROX. 2.9 KM 0181441.4 |
 GM0703|---------------------------------------------------------------------|
 GM0703
 GM0703                          SUPERSEDED SURVEY CONTROL
 GM0703
 GM0703  NAD 83(1986)-  36 16 35.66924(N)    104 38 16.98159(W) AD(       ) 2
 GM0703  NAD 27      -  36 16 35.54867(N)    104 38 15.02668(W) AD(       ) 2
 GM0703  NGVD 29 (07/19/86) 1835.9    (m)         6023.     (f) VERT ANG       
 GM0703
 GM0703.Superseded values are not recommended for survey control.
 GM0703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0703.See file dsdata.txt to determine how the superseded data were derived.
 GM0703
 GM0703_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEA3250714686(NAD 83)
 GM0703_MARKER: DD = SURVEY DISK
 GM0703_SETTING: 0 = UNSPECIFIED SETTING
 GM0703_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GM0703
 GM0703  HISTORY     - Date     Condition        Report By
 GM0703  HISTORY     - 1974     MONUMENTED       NMHC
 GM0703
 GM0703                          STATION DESCRIPTION
 GM0703
 GM0703'DESCRIBED BY NEW MEXICO STATE HIGHWAY COMMISSION 1974 (CWW)
 GM0703'THE STATION IS LOCATED IN COLFAX COUNTY, NEW MEXICO ALONG
 GM0703'INTERSTATE 25 AND IS ABOUT 6.3 MILES SOUTH-SOUTHWEST OF SPRINGER,
 GM0703'NEW MEXICO.
 GM0703'
 GM0703'TO REACH FROM THE INTERSECTION OF MAXWELL AVE. (U.S. 85) AND
 GM0703'FOURTH ST. (U.S. 56) IN SPRINGER GO SOUTHERLY ON MAXWELL AVE. 1.2
 GM0703'MILES CROSSING UNDER INTERSTATE 25.  TURN LEFT ONTO THE INTERSTATE
 GM0703'ON-RAMP, ENTER THE INTERSTATE AND GO SOUTH 5.55 MILES TO THE
 GM0703'STATION ON THE RIGHT.  THE STATION IS 65 FEET WEST OF THE
 GM0703'CENTERLINE OF THE SOUTH-BOUND LANE AND IS 6 FEET EAST OF THE
 GM0703'WEST RIGHT OF WAY FENCE.
 GM0703'
 GM0703'THE STATION IS A STANDARD NEW MEXICO HIGHWAY COMMISSION DISC
 GM0703'SET IN A CONCRETE MONUMENT PROJECTING ABOUT SIX INCHES ABOVE THE
 GM0703'GROUND AND STAMPED 3610435015, 1974.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0702 ***********************************************************************
 GM0702  DESIGNATION -  3610435016
 GM0702  PID         -  GM0702
 GM0702  STATE/COUNTY-  NM/COLFAX
 GM0702  USGS QUAD   -  PINON HILLS (1964)
 GM0702
 GM0702                         *CURRENT SURVEY CONTROL
 GM0702  ___________________________________________________________________
 GM0702* NAD 83(1992)-  36 18 04.77861(N)    104 37 40.68698(W)     ADJUSTED  
 GM0702* NAVD 88     -      1808.6    (meters)    5934.     (feet)  VERTCON   
 GM0702  ___________________________________________________________________
 GM0702  LAPLACE CORR-          -2.89  (seconds)                    DEFLEC99
 GM0702  GEOID HEIGHT-         -18.90  (meters)                     GEOID03
 GM0702
 GM0702  HORZ ORDER  -  SECOND
 GM0702
 GM0702.The horizontal coordinates were established by classical geodetic methods
 GM0702.and adjusted by the National Geodetic Survey in December 1993..
 GM0702
 GM0702.The NAVD 88 height was computed by applying the VERTCON shift value to
 GM0702.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GM0702
 GM0702.The Laplace correction was computed from DEFLEC99 derived deflections.
 GM0702
 GM0702.The geoid height was determined by GEOID03.
 GM0702
 GM0702;                    North         East     Units Scale Factor Converg.
 GM0702;SPC NM E     -   587,991.001   138,538.396   MT  0.99991772   -0 10 28.0
 GM0702;SPC NM E     - 1,929,100.48    454,521.39   sFT  0.99991772   -0 10 28.0
 GM0702;UTM  13      - 4,017,435.110   533,402.355   MT  0.99961375   +0 13 12.9
 GM0702
 GM0702!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GM0702!SPC NM E     -   0.99971920  x   0.99991772  =   0.99963695
 GM0702!UTM  13      -   0.99971920  x   0.99961375  =   0.99933306
 GM0702
 GM0702:                Primary Azimuth Mark                     Grid Az
 GM0702:SPC NM E     -  3610435017                               014 32 08.9
 GM0702:UTM  13      -  3610435017                               014 08 28.0
 GM0702
 GM0702|---------------------------------------------------------------------|
 GM0702| PID    Reference Object                     Distance      Geod. Az  |
 GM0702|                                                           dddmmss.s |
 GM0702| GM0701 3610435017                          APPROX. 1.5 KM 0142140.9 |
 GM0702|---------------------------------------------------------------------|
 GM0702
 GM0702                          SUPERSEDED SURVEY CONTROL
 GM0702
 GM0702  NAD 83(1986)-  36 18 04.78584(N)    104 37 40.68781(W) AD(       ) 2
 GM0702  NAD 27      -  36 18 04.66396(N)    104 37 38.73094(W) AD(       ) 2
 GM0702  NGVD 29 (07/19/86) 1807.7    (m)         5931.     (f) VERT ANG       
 GM0702
 GM0702.Superseded values are not recommended for survey control.
 GM0702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0702.See file dsdata.txt to determine how the superseded data were derived.
 GM0702
 GM0702_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEA3340217435(NAD 83)
 GM0702_MARKER: DD = SURVEY DISK
 GM0702_SETTING: 0 = UNSPECIFIED SETTING
 GM0702_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GM0702
 GM0702  HISTORY     - Date     Condition        Report By
 GM0702  HISTORY     - 1974     MONUMENTED       NMHC
 GM0702
 GM0702                          STATION DESCRIPTION
 GM0702
 GM0702'DESCRIBED BY NEW MEXICO STATE HIGHWAY COMMISSION 1974 (CWW)
 GM0702'THE STATION IS LOCATED IN COLFAX COUNTY, NEW MEXICO ALONG
 GM0702'INTERSTATE 25 AND IS ABOUT 4.5 MILES SOUTH-SOUTHWEST OF SPRINGER,
 GM0702'NEW MEXICO.
 GM0702'
 GM0702'TO REACH FROM THE INTERSECTION OF MAXWELL AVE. (U.S. 85) AND
 GM0702'FOURTH ST. (U.S. 56) IN SPRINGER GO SOUTHERLY ON MAXWELL AVE. 1.2
 GM0702'MILES CROSSING UNDER INTERSTATE 25.  TURN LEFT ONTO THE INTERSTATE
 GM0702'ON-RAMP, ENTER THE INTERSTATE AND GO SOUTH 3.75 MILES TO THE
 GM0702'STATION ON THE LEFT.  THE STATION IS 79 FEET EAST OF THE
 GM0702'CENTERLINE OF THE NORTH-BOUND LANE AND IS 6 FEET WEST OF THE EAST
 GM0702'RIGHT OF WAY FENCE.
 GM0702'
 GM0702'THE STATION IS A STANDARD NEW MEXICO HIGHWAY COMMISSION DISC SET
 GM0702'IN A CONCRETE MONUMENT PROJECTING ABOUT SIX INCHES ABOVE THE
 GM0702'GROUND AND STAMPED 3610435016, 1974.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0701 ***********************************************************************
 GM0701  DESIGNATION -  3610435017
 GM0701  PID         -  GM0701
 GM0701  STATE/COUNTY-  NM/COLFAX
 GM0701  USGS QUAD   -  SPRINGER (1965)
 GM0701
 GM0701                         *CURRENT SURVEY CONTROL
 GM0701  ___________________________________________________________________
 GM0701* NAD 83(1992)-  36 18 53.10151(N)    104 37 25.39905(W)     ADJUSTED  
 GM0701* NAVD 88     -      1806.2    (meters)    5926.     (feet)  VERTCON   
 GM0701  ___________________________________________________________________
 GM0701  LAPLACE CORR-          -2.70  (seconds)                    DEFLEC99
 GM0701  GEOID HEIGHT-         -18.89  (meters)                     GEOID03
 GM0701
 GM0701  HORZ ORDER  -  SECOND
 GM0701
 GM0701.The horizontal coordinates were established by classical geodetic methods
 GM0701.and adjusted by the National Geodetic Survey in December 1993..
 GM0701
 GM0701.The NAVD 88 height was computed by applying the VERTCON shift value to
 GM0701.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GM0701
 GM0701.The Laplace correction was computed from DEFLEC99 derived deflections.
 GM0701
 GM0701.The geoid height was determined by GEOID03.
 GM0701
 GM0701;                    North         East     Units Scale Factor Converg.
 GM0701;SPC NM E     -   589,479.201   138,924.264   MT  0.99991747   -0 10 19.1
 GM0701;SPC NM E     - 1,933,983.01    455,787.36   sFT  0.99991747   -0 10 19.1
 GM0701;UTM  13      - 4,018,925.481   533,777.846   MT  0.99961406   +0 13 22.2
 GM0701
 GM0701!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GM0701!SPC NM E     -   0.99971956  x   0.99991747  =   0.99963706
 GM0701!UTM  13      -   0.99971956  x   0.99961406  =   0.99933373
 GM0701
 GM0701:                Primary Azimuth Mark                     Grid Az
 GM0701:SPC NM E     -  3610435018                               020 03 46.4
 GM0701:UTM  13      -  3610435018                               019 40 05.1
 GM0701
 GM0701|---------------------------------------------------------------------|
 GM0701| PID    Reference Object                     Distance      Geod. Az  |
 GM0701|                                                           dddmmss.s |
 GM0701| GM0700 3610435018                          APPROX. 2.6 KM 0195327.3 |
 GM0701|---------------------------------------------------------------------|
 GM0701
 GM0701                          SUPERSEDED SURVEY CONTROL
 GM0701
 GM0701  NAD 83(1986)-  36 18 53.10872(N)    104 37 25.39991(W) AD(       ) 2
 GM0701  NAD 27      -  36 18 52.98671(N)    104 37 23.44124(W) AD(       ) 2
 GM0701  NGVD 29 (07/19/86) 1805.4    (m)         5923.     (f) VERT ANG       
 GM0701
 GM0701.Superseded values are not recommended for survey control.
 GM0701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0701.See file dsdata.txt to determine how the superseded data were derived.
 GM0701
 GM0701_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEA3377818925(NAD 83)
 GM0701_MARKER: DD = SURVEY DISK
 GM0701_SETTING: 0 = UNSPECIFIED SETTING
 GM0701_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GM0701
 GM0701  HISTORY     - Date     Condition        Report By
 GM0701  HISTORY     - 1974     MONUMENTED       NMHC
 GM0701
 GM0701                          STATION DESCRIPTION
 GM0701
 GM0701'DESCRIBED BY NEW MEXICO STATE HIGHWAY COMMISSION 1974 (CWW)
 GM0701'THE STATION IS LOCATED IN COLFAX COUNTY, NEW MEXICO ALONG
 GM0701'INTERSTATE 25 AND IS ABOUT 3.5 MILES SOUTH-SOUTHWEST OF SPRINGER,
 GM0701'NEW MEXICO.
 GM0701'
 GM0701'TO REACH FROM THE INTERSECTION OF MAXWELL AVE. (U.S. 85) AND
 GM0701'FOURTH ST. (U.S. 56) IN SPRINGER GO SOUTHERLY ON MAXWELL AVE. 1.2
 GM0701'MILES CROSSING UNDER INTERSTATE 25.  TURN LEFT ONTO THE INTERSTATE
 GM0701'ON-RAMP, ENTER THE INTERSTATE AND GO SOUTH 2.75 MILES TO THE
 GM0701'STATION ON THE RIGHT.  THE STATION IS 88 FEET WEST OF THE
 GM0701'CENTERLINE OF THE SOUTH-BOUND LANE AND IS 7 FEET EAST OF THE
 GM0701'WEST RIGHT OF WAY FENCE.
 GM0701'
 GM0701'THE STATION IS A STANDARD NEW MEXICO HIGHWAY COMMISSION DISC SET
 GM0701'IN A CONCRETE MONUMENT PROJECTING ABOUT SIX INCHES ABOVE THE
 GM0701'GROUND AND STAMPED 3610435017, 1974.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0700 ***********************************************************************
 GM0700  DESIGNATION -  3610435018
 GM0700  PID         -  GM0700
 GM0700  STATE/COUNTY-  NM/COLFAX
 GM0700  USGS QUAD   -  SPRINGER (1965)
 GM0700
 GM0700                         *CURRENT SURVEY CONTROL
 GM0700  ___________________________________________________________________
 GM0700* NAD 83(1992)-  36 20 13.26348(N)    104 36 49.55001(W)     ADJUSTED  
 GM0700* NAVD 88     -      1794.6    (meters)    5888.     (feet)  VERTCON   
 GM0700  ___________________________________________________________________
 GM0700  LAPLACE CORR-          -2.44  (seconds)                    DEFLEC99
 GM0700  GEOID HEIGHT-         -18.88  (meters)                     GEOID03
 GM0700
 GM0700  HORZ ORDER  -  SECOND
 GM0700
 GM0700.The horizontal coordinates were established by classical geodetic methods
 GM0700.and adjusted by the National Geodetic Survey in December 1993..
 GM0700
 GM0700.The NAVD 88 height was computed by applying the VERTCON shift value to
 GM0700.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GM0700
 GM0700.The Laplace correction was computed from DEFLEC99 derived deflections.
 GM0700
 GM0700.The geoid height was determined by GEOID03.
 GM0700
 GM0700;                    North         East     Units Scale Factor Converg.
 GM0700;SPC NM E     -   591,947.230   139,825.624   MT  0.99991690   -0 09 58.2
 GM0700;SPC NM E     - 1,942,080.20    458,744.57   sFT  0.99991690   -0 09 58.2
 GM0700;UTM  13      - 4,021,398.915   534,661.906   MT  0.99961480   +0 13 43.9
 GM0700
 GM0700!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GM0700!SPC NM E     -   0.99972138  x   0.99991690  =   0.99963831
 GM0700!UTM  13      -   0.99972138  x   0.99961480  =   0.99933629
 GM0700
 GM0700:                Primary Azimuth Mark                     Grid Az
 GM0700:SPC NM E     -  3610435019                               020 06 45.6
 GM0700:UTM  13      -  3610435019                               019 43 03.5
 GM0700
 GM0700|---------------------------------------------------------------------|
 GM0700| PID    Reference Object                     Distance      Geod. Az  |
 GM0700|                                                           dddmmss.s |
 GM0700| GM0699 3610435019                          APPROX. 2.7 KM 0195647.4 |
 GM0700|---------------------------------------------------------------------|
 GM0700
 GM0700                          SUPERSEDED SURVEY CONTROL
 GM0700
 GM0700  NAD 83(1986)-  36 20 13.27064(N)    104 36 49.55093(W) AD(       ) 2
 GM0700  NAD 27      -  36 20 13.14729(N)    104 36 47.58963(W) AD(       ) 2
 GM0700  NGVD 29 (07/19/86) 1793.8    (m)         5885.     (f) VERT ANG       
 GM0700
 GM0700.Superseded values are not recommended for survey control.
 GM0700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0700.See file dsdata.txt to determine how the superseded data were derived.
 GM0700
 GM0700_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEA3466221399(NAD 83)
 GM0700_MARKER: DD = SURVEY DISK
 GM0700_SETTING: 0 = UNSPECIFIED SETTING
 GM0700_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GM0700
 GM0700  HISTORY     - Date     Condition        Report By
 GM0700  HISTORY     - 1974     MONUMENTED       NMHC
 GM0700
 GM0700                          STATION DESCRIPTION
 GM0700
 GM0700'DESCRIBED BY NEW MEXICO STATE HIGHWAY COMMISSION 1974 (CWW)
 GM0700'THE STATION IS LOCATED IN COLFAX COUNTY, NEW MEXICO ALONG
 GM0700'INTERSTATE 25 AND IS ABOUT 2.0 MILES -SOUTHWEST OF SPRINGER,
 GM0700'NEW MEXICO.
 GM0700'
 GM0700'TO REACH FROM THE INTERSECTION OF MAXWELL AVE. (U.S. 85) AND
 GM0700'FOURTH ST. (U.S. 56) IN SPRINGER GO SOUTHERLY ON MAXWELL AVE. 1.2
 GM0700'MILES CROSSING UNDER INTERSTATE 25.  TURN LEFT ONTO THE INTERSTATE
 GM0700'ON-RAMP, ENTER THE INTERSTATE AND GO SOUTH 1.1 MILES TO THE
 GM0700'STATION ON THE RIGHT.  THE STATION IS 82 FEET WEST OF THE
 GM0700'CENTERLINE OF THE SOUTH-BOUND LANE AND IS 8 FEET EAST OF THE WEST
 GM0700'RIGHT OF WAY FENCE.
 GM0700'
 GM0700'THE STATION IS A STANDARD NEW MEXICO HIGHWAY COMMISSION DISC SET
 GM0700'IN A CONCRETE MONUMENT PROJECTING ABOUT SIX INCHES ABOVE THE
 GM0700'GROUND AND STAMPED 3610435018, 1974.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0699 ***********************************************************************
 GM0699  DESIGNATION -  3610435019
 GM0699  PID         -  GM0699
 GM0699  STATE/COUNTY-  NM/COLFAX
 GM0699  USGS QUAD   -  SPRINGER (1965)
 GM0699
 GM0699                         *CURRENT SURVEY CONTROL
 GM0699  ___________________________________________________________________
 GM0699* NAD 83(1992)-  36 21 34.54617(N)    104 36 13.07884(W)     ADJUSTED  
 GM0699* NAVD 88     -      1777.5    (meters)    5832.     (feet)  VERTCON   
 GM0699  ___________________________________________________________________
 GM0699  LAPLACE CORR-          -2.12  (seconds)                    DEFLEC99
 GM0699  GEOID HEIGHT-         -18.86  (meters)                     GEOID03
 GM0699
 GM0699  HORZ ORDER  -  SECOND
 GM0699
 GM0699.The horizontal coordinates were established by classical geodetic methods
 GM0699.and adjusted by the National Geodetic Survey in December 1993..
 GM0699
 GM0699.The NAVD 88 height was computed by applying the VERTCON shift value to
 GM0699.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GM0699
 GM0699.The Laplace correction was computed from DEFLEC99 derived deflections.
 GM0699
 GM0699.The geoid height was determined by GEOID03.
 GM0699
 GM0699;                    North         East     Units Scale Factor Converg.
 GM0699;SPC NM E     -   594,449.858   140,742.085   MT  0.99991634   -0 09 36.9
 GM0699;SPC NM E     - 1,950,290.91    461,751.32   sFT  0.99991634   -0 09 36.9
 GM0699;UTM  13      - 4,023,907.046   535,560.815   MT  0.99961558   +0 14 06.0
 GM0699
 GM0699!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GM0699!SPC NM E     -   0.99972406  x   0.99991634  =   0.99964043
 GM0699!UTM  13      -   0.99972406  x   0.99961558  =   0.99933975
 GM0699
 GM0699:                Primary Azimuth Mark                     Grid Az
 GM0699:SPC NM E     -  3610435020                               010 17 17.6
 GM0699:UTM  13      -  3610435020                               009 53 34.7
 GM0699
 GM0699|---------------------------------------------------------------------|
 GM0699| PID    Reference Object                     Distance      Geod. Az  |
 GM0699|                                                           dddmmss.s |
 GM0699| GM0698 3610435020                          APPROX. 2.4 KM 0100740.7 |
 GM0699|---------------------------------------------------------------------|
 GM0699
 GM0699                          SUPERSEDED SURVEY CONTROL
 GM0699
 GM0699  NAD 83(1986)-  36 21 34.55327(N)    104 36 13.07984(W) AD(       ) 2
 GM0699  NAD 27      -  36 21 34.42857(N)    104 36 11.11598(W) AD(       ) 2
 GM0699  NGVD 29 (07/19/86) 1776.7    (m)         5829.     (f) VERT ANG       
 GM0699
 GM0699.Superseded values are not recommended for survey control.
 GM0699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0699.See file dsdata.txt to determine how the superseded data were derived.
 GM0699
 GM0699_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEA3556123907(NAD 83)
 GM0699_MARKER: DD = SURVEY DISK
 GM0699_SETTING: 0 = UNSPECIFIED SETTING
 GM0699_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GM0699
 GM0699  HISTORY     - Date     Condition        Report By
 GM0699  HISTORY     - 1974     MONUMENTED       NMHC
 GM0699
 GM0699                          STATION DESCRIPTION
 GM0699
 GM0699'DESCRIBED BY NEW MEXICO STATE HIGHWAY COMMISSION 1974 (CWW)
 GM0699'THE STATION IS LOCATED IN COLFAX COUNTY, NEW MEXICO ALONG
 GM0699'INTERSTATE 25 AND IS ABOUT 0.6 MILES AIRLINE WEST OF SPRINGER,
 GM0699'NEW MEXICO.
 GM0699'
 GM0699'TO REACH FROM THE INTERSECTION OF MAXWELL AVE. (U.S. 85) AND
 GM0699'FOURTH ST. (U.S. 56) IN SPRINGER GO SOUTHERLY ON MAXWELL AVE. 1.1
 GM0699'MILES TO THE NORTHBOUND ON-RAMP OF INTERSTATE 25.  TURN RIGHT
 GM0699'ENTERING THE FREEWAY AND GO NORTH 0.6 MILES TO THE STATION ON
 GM0699'THE RIGHT.  THE STATION IS 100 FEET EAST OF THE CENTERLINE OF THE
 GM0699'NORTHBOUND LANE AND IS 6 FEET WEST OF THE EAST RIGHT OF WAY
 GM0699'FENCE ON A SHALLOW HIGHWAY CUT.
 GM0699'
 GM0699'THE STATION IS A STANDARD NEW MEXICO HIGHWAY COMMISSION DISC SET
 GM0699'IN A CONCRETE MONUMENT PROJECTING ABOUT SIX INCHES ABOVE THE
 GM0699'GROUND AND STAMPED 3610435019, 1974.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0698 ***********************************************************************
 GM0698  DESIGNATION -  3610435020
 GM0698  PID         -  GM0698
 GM0698  STATE/COUNTY-  NM/COLFAX
 GM0698  USGS QUAD   -  FRENCH (1965)
 GM0698
 GM0698                         *CURRENT SURVEY CONTROL
 GM0698  ___________________________________________________________________
 GM0698* NAD 83(1992)-  36 22 50.88034(N)    104 35 56.21571(W)     ADJUSTED  
 GM0698* NAVD 88     -      1793.1    (meters)    5883.     (feet)  VERTCON   
 GM0698  ___________________________________________________________________
 GM0698  LAPLACE CORR-          -1.88  (seconds)                    DEFLEC99
 GM0698  GEOID HEIGHT-         -18.84  (meters)                     GEOID03
 GM0698
 GM0698  HORZ ORDER  -  SECOND
 GM0698
 GM0698.The horizontal coordinates were established by classical geodetic methods
 GM0698.and adjusted by the National Geodetic Survey in December 1993..
 GM0698
 GM0698.The NAVD 88 height was computed by applying the VERTCON shift value to
 GM0698.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GM0698
 GM0698.The Laplace correction was computed from DEFLEC99 derived deflections.
 GM0698
 GM0698.The geoid height was determined by GEOID03.
 GM0698
 GM0698;                    North         East     Units Scale Factor Converg.
 GM0698;SPC NM E     -   596,801.399   141,168.935   MT  0.99991609   -0 09 27.2
 GM0698;SPC NM E     - 1,958,005.92    463,151.75   sFT  0.99991609   -0 09 27.2
 GM0698;UTM  13      - 4,026,260.770   535,971.306   MT  0.99961594   +0 14 16.4
 GM0698
 GM0698!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GM0698!SPC NM E     -   0.99972161  x   0.99991609  =   0.99963773
 GM0698!UTM  13      -   0.99972161  x   0.99961594  =   0.99933766
 GM0698
 GM0698:                Primary Azimuth Mark                     Grid Az
 GM0698:SPC NM E     -  3610435021                               013 53 59.9
 GM0698:UTM  13      -  3610435021                               013 30 16.3
 GM0698
 GM0698|---------------------------------------------------------------------|
 GM0698| PID    Reference Object                     Distance      Geod. Az  |
 GM0698|                                                           dddmmss.s |
 GM0698| GM0696 3610435021                          APPROX. 1.5 KM 0134432.7 |
 GM0698|---------------------------------------------------------------------|
 GM0698
 GM0698                          SUPERSEDED SURVEY CONTROL
 GM0698
 GM0698  NAD 83(1986)-  36 22 50.88738(N)    104 35 56.21676(W) AD(       ) 2
 GM0698  NAD 27      -  36 22 50.76219(N)    104 35 54.25018(W) AD(       ) 2
 GM0698  NGVD 29 (07/19/86) 1792.3    (m)         5880.     (f) VERT ANG       
 GM0698
 GM0698.Superseded values are not recommended for survey control.
 GM0698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0698.See file dsdata.txt to determine how the superseded data were derived.
 GM0698
 GM0698_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEA3597126261(NAD 83)
 GM0698_MARKER: DD = SURVEY DISK
 GM0698_SETTING: 0 = UNSPECIFIED SETTING
 GM0698_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GM0698
 GM0698  HISTORY     - Date     Condition        Report By
 GM0698  HISTORY     - 1974     MONUMENTED       NMHC
 GM0698
 GM0698                          STATION DESCRIPTION
 GM0698
 GM0698'DESCRIBED BY NEW MEXICO STATE HIGHWAY COMMISSION 1974 (CWW)
 GM0698'THE STATION IS LOCATED IN COLFAX COUNTY, NEW MEXICO ALONG
 GM0698'INTERSTATE 25 AND IS ABOUT 1.5 MILES AIRLINE NORTH-NORTHWEST OF
 GM0698'SPRINGER, NEW MEXICO.
 GM0698'
 GM0698'TO REACH FROM THE INTERSECTION OF MAXWELL AVE. (U.S. 85) AND
 GM0698'FOURTH ST. (U.S. 56) IN SPRINGER GO SOUTHERLY ON MAXWELL AVE. 1.1
 GM0698'MILES TO THE NORTHBOUND ON-RAMP OF INTERSTATE 25.  TURN RIGHT
 GM0698'ENTERING THE FREEWAY AND GO NORTH 2.1 MILES TO THE STATION ON THE
 GM0698'LEFT.  THE STATION IS 100 FEET WEST OF THE CENTERLINE OF THE
 GM0698'SOUTHBOUND LANE AND IS 8 FEET EAST OF THE WEST RIGHT OF WAY
 GM0698'FENCE.
 GM0698'
 GM0698'THE STATION IS A STANDARD NEW MEXICO HIGHWAY COMMISSION DISC SET
 GM0698'IN A CONCRETE MONUMENT PROJECTING ABOUT SIX INCHES ABOVE THE GROUND
 GM0698'AND STAMPED 3610435020, 1974.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0696 ***********************************************************************
 GM0696  DESIGNATION -  3610435021
 GM0696  PID         -  GM0696
 GM0696  STATE/COUNTY-  NM/COLFAX
 GM0696  USGS QUAD   -  FRENCH (1965)
 GM0696
 GM0696                         *CURRENT SURVEY CONTROL
 GM0696  ___________________________________________________________________
 GM0696* NAD 83(1992)-  36 23 37.19159(N)    104 35 42.20680(W)     ADJUSTED  
 GM0696* NAVD 88     -      1819.8    (meters)    5970.     (feet)  VERTCON   
 GM0696  ___________________________________________________________________
 GM0696  LAPLACE CORR-          -1.91  (seconds)                    DEFLEC99
 GM0696  GEOID HEIGHT-         -18.83  (meters)                     GEOID03
 GM0696
 GM0696  HORZ ORDER  -  SECOND
 GM0696
 GM0696.The horizontal coordinates were established by classical geodetic methods
 GM0696.and adjusted by the National Geodetic Survey in December 1993..
 GM0696
 GM0696.The NAVD 88 height was computed by applying the VERTCON shift value to
 GM0696.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GM0696
 GM0696.The Laplace correction was computed from DEFLEC99 derived deflections.
 GM0696
 GM0696.The geoid height was determined by GEOID03.
 GM0696
 GM0696;                    North         East     Units Scale Factor Converg.
 GM0696;SPC NM E     -   598,227.816   141,521.938   MT  0.99991588   -0 09 19.0
 GM0696;SPC NM E     - 1,962,685.76    464,309.89   sFT  0.99991588   -0 09 19.0
 GM0696;UTM  13      - 4,027,689.161   536,314.352   MT  0.99961625   +0 14 25.0
 GM0696
 GM0696!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GM0696!SPC NM E     -   0.99971742  x   0.99991588  =   0.99963333
 GM0696!UTM  13      -   0.99971742  x   0.99961625  =   0.99933378
 GM0696
 GM0696:                Primary Azimuth Mark                     Grid Az
 GM0696:SPC NM E     -  3610435022                               000 46 34.2
 GM0696:UTM  13      -  3610435022                               000 22 50.2
 GM0696
 GM0696|---------------------------------------------------------------------|
 GM0696| PID    Reference Object                     Distance      Geod. Az  |
 GM0696|                                                           dddmmss.s |
 GM0696| GM0695 3610435022                          APPROX. 1.5 KM 0003715.2 |
 GM0696|---------------------------------------------------------------------|
 GM0696
 GM0696                          SUPERSEDED SURVEY CONTROL
 GM0696
 GM0696  NAD 83(1986)-  36 23 37.19861(N)    104 35 42.20789(W) AD(       ) 2
 GM0696  NAD 27      -  36 23 37.07348(N)    104 35 40.24023(W) AD(       ) 2
 GM0696  NGVD 29 (07/19/86) 1819.0    (m)         5968.     (f) VERT ANG       
 GM0696
 GM0696.Superseded values are not recommended for survey control.
 GM0696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0696.See file dsdata.txt to determine how the superseded data were derived.
 GM0696
 GM0696_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEA3631427689(NAD 83)
 GM0696_MARKER: DD = SURVEY DISK
 GM0696_SETTING: 0 = UNSPECIFIED SETTING
 GM0696_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GM0696
 GM0696  HISTORY     - Date     Condition        Report By
 GM0696  HISTORY     - 1974     MONUMENTED       NMHC
 GM0696
 GM0696                          STATION DESCRIPTION
 GM0696
 GM0696'DESCRIBED BY NEW MEXICO STATE HIGHWAY COMMISSION 1974 (CWW)
 GM0696'THE STATION IS LOCATED IN COLFAX COUNTY, NEW MEXICO ALONG INTERSTATE
 GM0696'25 AND IS ABOUT 2.4 MILES AIR LINE NORTH OF SPRINGER, NEW MEXICO.
 GM0696'
 GM0696'TO REACH FROM THE INTERSECTION OF MAXWELL AVE. (U.S. 85) AND
 GM0696'FOURTH ST. (U.S. 56) IN SPRINGER GO NORTHERLY ON MAXWELL AVE. 1.85
 GM0696'MILES TO AN INTERCHANGE OVERPASS.  TURN LEFT, GO 0.05 MILES TO THE
 GM0696'NORTHBOUND ON-RAMP.  TURN RIGHT ONTO THE INTERSTATE AND GO NORTH
 GM0696'0.5 MILES TO THE STATION ON THE RIGHT.  THE STATION IS 58 FEET
 GM0696'EAST OF THE CENTERLINE OF THE NORTH-BOUND LANE AND IS 8 FEET
 GM0696'WEST OF THE EAST RIGHT OF WAY FENCE NEAR A ROADWAY SIGN I-25
 GM0696'NORTH.
 GM0696'
 GM0696'THE STATION IS A STANDARD NEW MEXICO HIGHWAY COMMISSION DISC SET
 GM0696'IN A CONCRETE MONUMENT PROJECTING ABOUT SIX INCHES ABOVE THE
 GM0696'GROUND AND STAMPED 3610435021, 1974.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0695 ***********************************************************************
 GM0695  DESIGNATION -  3610435022
 GM0695  PID         -  GM0695
 GM0695  STATE/COUNTY-  NM/COLFAX
 GM0695  USGS QUAD   -  FRENCH (1965)
 GM0695
 GM0695                         *CURRENT SURVEY CONTROL
 GM0695  ___________________________________________________________________
 GM0695* NAD 83(1992)-  36 24 26.63563(N)    104 35 41.54393(W)     ADJUSTED  
 GM0695* NAVD 88     -      1858.4    (meters)    6097.     (feet)  VERTCON   
 GM0695  ___________________________________________________________________
 GM0695  LAPLACE CORR-          -1.95  (seconds)                    DEFLEC99
 GM0695  GEOID HEIGHT-         -18.81  (meters)                     GEOID03
 GM0695
 GM0695  HORZ ORDER  -  SECOND
 GM0695
 GM0695.The horizontal coordinates were established by classical geodetic methods
 GM0695.and adjusted by the National Geodetic Survey in December 1993..
 GM0695
 GM0695.The NAVD 88 height was computed by applying the VERTCON shift value to
 GM0695.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GM0695
 GM0695.The Laplace correction was computed from DEFLEC99 derived deflections.
 GM0695
 GM0695.The geoid height was determined by GEOID03.
 GM0695
 GM0695;                    North         East     Units Scale Factor Converg.
 GM0695;SPC NM E     -   599,751.701   141,542.583   MT  0.99991587   -0 09 18.8
 GM0695;SPC NM E     - 1,967,685.37    464,377.62   sFT  0.99991587   -0 09 18.8
 GM0695;UTM  13      - 4,029,212.696   536,324.471   MT  0.99961626   +0 14 25.6
 GM0695
 GM0695!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GM0695!SPC NM E     -   0.99971137  x   0.99991587  =   0.99962726
 GM0695!UTM  13      -   0.99971137  x   0.99961626  =   0.99932774
 GM0695
 GM0695:                Primary Azimuth Mark                     Grid Az
 GM0695:SPC NM E     -  D4 421                                   000 10 29.6
 GM0695:UTM  13      -  D4 421                                   359 46 45.2
 GM0695
 GM0695|---------------------------------------------------------------------|
 GM0695| PID    Reference Object                     Distance      Geod. Az  |
 GM0695|                                                           dddmmss.s |
 GM0695| GM0694 D4 421                              APPROX. 1.1 KM 0000110.8 |
 GM0695|---------------------------------------------------------------------|
 GM0695
 GM0695                          SUPERSEDED SURVEY CONTROL
 GM0695
 GM0695  NAD 83(1986)-  36 24 26.64262(N)    104 35 41.54504(W) AD(       ) 2
 GM0695  NAD 27      -  36 24 26.51776(N)    104 35 39.57630(W) AD(       ) 2
 GM0695  NGVD 29 (07/19/86) 1857.6    (m)         6094.     (f) VERT ANG       
 GM0695
 GM0695.Superseded values are not recommended for survey control.
 GM0695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0695.See file dsdata.txt to determine how the superseded data were derived.
 GM0695
 GM0695_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEA3632429213(NAD 83)
 GM0695_MARKER: DD = SURVEY DISK
 GM0695_SETTING: 0 = UNSPECIFIED SETTING
 GM0695_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GM0695
 GM0695  HISTORY     - Date     Condition        Report By
 GM0695  HISTORY     - 1974     MONUMENTED       NMHC
 GM0695
 GM0695                          STATION DESCRIPTION
 GM0695
 GM0695'DESCRIBED BY NEW MEXICO STATE HIGHWAY COMMISSION 1974 (CWW)
 GM0695'THE STATION IS LOCATED IN COLFAX COUNTY, NEW MEXICO ALONG INTERSTATE
 GM0695'25 AND IS ABOUT 3.3 MILES AIR LINE NORTH OF SPRINGER, NEW MEXICO.
 GM0695'
 GM0695'TO REACH FROM THE INTERSECTION OF MAXWELL AVE. (U.S. 85) AND
 GM0695'FOURTH ST. (U.S. 56) IN SPRINGER GO NORTHERLY ON MAXWELL AVE. 1.85
 GM0695'MILES TO AN INTERCHANGE OVERPASS.  TURN LEFT, GO 0.05 MILES TO
 GM0695'THE NORTHBOUND ON-RAMP.  TURN RIGHT ONTO THE INTERSTATE AND GO
 GM0695'NORTH 1.45 MILES TO THE STATION ON THE RIGHT.  THE STATION IS 81
 GM0695'FEET EAST OF THE CENTERLINE OF THE NORTH-BOUND LANE AND IS 14
 GM0695'FEET WEST OF THE EAST RIGHT OF WAY FENCE.
 GM0695'
 GM0695'THE STATION IS A STANDARD NEW MEXICO HIGHWAY COMMISSION DISC
 GM0695'SET IN A CONCRETE MONUMENT PROJECTING ABOUT SIX INCHES ABOVE THE
 GM0695'GROUND AND STAMPED 3610435022, 1974.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0693 ***********************************************************************
 GM0693  DESIGNATION -  3610435023
 GM0693  PID         -  GM0693
 GM0693  STATE/COUNTY-  NM/COLFAX
 GM0693  USGS QUAD   -  FRENCH (1965)
 GM0693
 GM0693                         *CURRENT SURVEY CONTROL
 GM0693  ___________________________________________________________________
 GM0693* NAD 83(1992)-  36 26 55.92790(N)    104 35 41.31411(W)     ADJUSTED  
 GM0693* NAVD 88     -      1825.1    (meters)    5988.     (feet)  VERTCON   
 GM0693  ___________________________________________________________________
 GM0693  LAPLACE CORR-          -1.91  (seconds)                    DEFLEC99
 GM0693  GEOID HEIGHT-         -18.76  (meters)                     GEOID03
 GM0693
 GM0693  HORZ ORDER  -  SECOND
 GM0693
 GM0693.The horizontal coordinates were established by classical geodetic methods
 GM0693.and adjusted by the National Geodetic Survey in December 1993..
 GM0693
 GM0693.The NAVD 88 height was computed by applying the VERTCON shift value to
 GM0693.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GM0693
 GM0693.The Laplace correction was computed from DEFLEC99 derived deflections.
 GM0693
 GM0693.The geoid height was determined by GEOID03.
 GM0693
 GM0693;                    North         East     Units Scale Factor Converg.
 GM0693;SPC NM E     -   604,353.090   141,560.779   MT  0.99991586   -0 09 19.2
 GM0693;SPC NM E     - 1,982,781.76    464,437.32   sFT  0.99991586   -0 09 19.2
 GM0693;UTM  13      - 4,033,812.721   536,310.878   MT  0.99961624   +0 14 26.6
 GM0693
 GM0693!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GM0693!SPC NM E     -   0.99971658  x   0.99991586  =   0.99963247
 GM0693!UTM  13      -   0.99971658  x   0.99961624  =   0.99933293
 GM0693
 GM0693:                Primary Azimuth Mark                     Grid Az
 GM0693:SPC NM E     -  3610435024                               356 42 11.3
 GM0693:UTM  13      -  3610435024                               356 18 25.5
 GM0693
 GM0693|---------------------------------------------------------------------|
 GM0693| PID    Reference Object                     Distance      Geod. Az  |
 GM0693|                                                           dddmmss.s |
 GM0693| GM0697 3610435024                          APPROX. 1.5 KM 3563252.1 |
 GM0693|---------------------------------------------------------------------|
 GM0693
 GM0693                          SUPERSEDED SURVEY CONTROL
 GM0693
 GM0693  NAD 83(1986)-  36 26 55.93475(N)    104 35 41.31531(W) AD(       ) 2
 GM0693  NAD 27      -  36 26 55.81132(N)    104 35 39.34681(W) AD(       ) 2
 GM0693  NGVD 29 (07/19/86) 1824.3    (m)         5985.     (f) VERT ANG       
 GM0693
 GM0693.Superseded values are not recommended for survey control.
 GM0693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0693.See file dsdata.txt to determine how the superseded data were derived.
 GM0693
 GM0693_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEA3631133813(NAD 83)
 GM0693_MARKER: DD = SURVEY DISK
 GM0693_SETTING: 0 = UNSPECIFIED SETTING
 GM0693_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GM0693
 GM0693  HISTORY     - Date     Condition        Report By
 GM0693  HISTORY     - 1974     MONUMENTED       NMHC
 GM0693
 GM0693                          STATION DESCRIPTION
 GM0693
 GM0693'DESCRIBED BY NEW MEXICO STATE HIGHWAY COMMISSION 1974 (CWW)
 GM0693'THE STATION IS LOCATED IN COLFAX COUNTY, NEW MEXICO ALONG INTERSTATE
 GM0693'25 AND IS ABOUT 6.2 MILES AIR LINE NORTH OF SPRINGER, NEW MEXICO.
 GM0693'
 GM0693'TO REACH FROM THE INTERSECTION OF MAXWELL AVE. (U.S. 85) AND
 GM0693'FOURTH ST. (U.S. 56) IN SPRINGER GO NORTHERLY ON MAXWELL AVE. 1.85
 GM0693'MILES TO AN INTERCHANGE OVERPASS.  TURN LEFT, GO 0.05 MILES TO THE
 GM0693'NORTHBOUND ON-RAMP.  TURN RIGHT ONTO THE INTERSTATE AND GO NORTH
 GM0693'4.35 MILES TO THE STATION ON THE RIGHT.  THE STATION IS ON THE
 GM0693'CIMARRON EXIT INTERCHANGE 20 FEET SOUTH OF THE CENTER OF THE
 GM0693'OVERPASS ROAD 5 FEET SOUTH OF A GUARDRAIL AND ABOUT 20 FEET
 GM0693'EAST OF THE EAST END OF THE OVERPASS BRIDGE.
 GM0693'
 GM0693'THE STATION IS A STANDARD NEW MEXICO HIGHWAY COMMISSION DISC
 GM0693'SET IN A CONCRETE MONUMENT PROJECTING ABOUT SIX INCHES ABOVE THE
 GM0693'GROUND AND STAMPED 3610435023, 1974.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0697 ***********************************************************************
 GM0697  DESIGNATION -  3610435024
 GM0697  PID         -  GM0697
 GM0697  STATE/COUNTY-  NM/COLFAX
 GM0697  USGS QUAD   -  FRENCH (1965)
 GM0697
 GM0697                         *CURRENT SURVEY CONTROL
 GM0697  ___________________________________________________________________
 GM0697* NAD 83(1992)-  36 27 44.93179(N)    104 35 44.97385(W)     ADJUSTED  
 GM0697* NAVD 88     -      1807.4    (meters)    5930.     (feet)  VERTCON   
 GM0697  ___________________________________________________________________
 GM0697  LAPLACE CORR-          -1.90  (seconds)                    DEFLEC99
 GM0697  GEOID HEIGHT-         -18.74  (meters)                     GEOID03
 GM0697
 GM0697  HORZ ORDER  -  SECOND
 GM0697
 GM0697.The horizontal coordinates were established by classical geodetic methods
 GM0697.and adjusted by the National Geodetic Survey in December 1993..
 GM0697
 GM0697.The NAVD 88 height was computed by applying the VERTCON shift value to
 GM0697.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GM0697
 GM0697.The Laplace correction was computed from DEFLEC99 derived deflections.
 GM0697
 GM0697.The geoid height was determined by GEOID03.
 GM0697
 GM0697;                    North         East     Units Scale Factor Converg.
 GM0697;SPC NM E     -   605,863.715   141,473.761   MT  0.99991591   -0 09 21.6
 GM0697;SPC NM E     - 1,987,737.87    464,151.83   sFT  0.99991591   -0 09 21.6
 GM0697;UTM  13      - 4,035,322.256   536,213.447   MT  0.99961616   +0 14 24.7
 GM0697
 GM0697!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GM0697!SPC NM E     -   0.99971936  x   0.99991591  =   0.99963529
 GM0697!UTM  13      -   0.99971936  x   0.99961616  =   0.99933562
 GM0697
 GM0697:                Primary Azimuth Mark                     Grid Az
 GM0697:SPC NM E     -  3610435025                               028 06 47.2
 GM0697:UTM  13      -  3610435025                               027 43 00.9
 GM0697
 GM0697|---------------------------------------------------------------------|
 GM0697| PID    Reference Object                     Distance      Geod. Az  |
 GM0697|                                                           dddmmss.s |
 GM0697| GM0692 3610435025                          APPROX. 1.9 KM 0275725.6 |
 GM0697|---------------------------------------------------------------------|
 GM0697
 GM0697                          SUPERSEDED SURVEY CONTROL
 GM0697
 GM0697  NAD 83(1986)-  36 27 44.93860(N)    104 35 44.97507(W) AD(       ) 2
 GM0697  NAD 27      -  36 27 44.81596(N)    104 35 43.00649(W) AD(       ) 2
 GM0697  NGVD 29 (07/19/86) 1806.6    (m)         5927.     (f) VERT ANG       
 GM0697
 GM0697.Superseded values are not recommended for survey control.
 GM0697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0697.See file dsdata.txt to determine how the superseded data were derived.
 GM0697
 GM0697_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEA3621335322(NAD 83)
 GM0697_MARKER: DD = SURVEY DISK
 GM0697_SETTING: 0 = UNSPECIFIED SETTING
 GM0697_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GM0697
 GM0697  HISTORY     - Date     Condition        Report By
 GM0697  HISTORY     - 1974     MONUMENTED       NMHC
 GM0697
 GM0697                          STATION DESCRIPTION
 GM0697
 GM0697'DESCRIBED BY NEW MEXICO STATE HIGHWAY COMMISSION 1974 (CWW)
 GM0697'THE STATION IS LOCATED IN COLFAX COUNTY, NEW MEXICO ALONG INTERSTATE
 GM0697'25 AND IS ABOUT 7.1 MILES AIR LINE NORTH OF SPRINGER, NEW MEXICO.
 GM0697'
 GM0697'TO REACH FROM THE INTERSECTION OF MAXWELL AVE. (U.S. 85) AND
 GM0697'FOURTH ST. (U.S. 56) IN SPRINGER GO NORTHERLY ON MAXWELL AVE. 1.85
 GM0697'MILES TO AN INTERCHANGE OVERPASS.  TURN LEFT, GO 0.05 MILES TO
 GM0697'THE NORTHBOUND ON-RAMP.  TURN RIGHT ONTO THE INTERSTATE AND GO
 GM0697'NORTH 5.3 MILES TO THE STATION ON THE LEFT.  THE STATION IS 51
 GM0697'FEET WEST OF THE CENTERLINE OF THE SOUTH-BOUND LANE AND IS 25
 GM0697'FEET EAST OF THE WEST RIGHT OF WAY FENCE.
 GM0697'
 GM0697'THE STATION IS A STANDARD NEW MEXICO HIGHWAY COMMISSION DISC SET
 GM0697'IN A CONCRETE MONUMENT PROJECTING ABOUT SIX INCHES ABOVE THE
 GM0697'GROUND AND STAMPED 3610435024, 1974.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0692 ***********************************************************************
 GM0692  DESIGNATION -  3610435025
 GM0692  PID         -  GM0692
 GM0692  STATE/COUNTY-  NM/COLFAX
 GM0692  USGS QUAD   -  FRENCH (1965)
 GM0692
 GM0692                         *CURRENT SURVEY CONTROL
 GM0692  ___________________________________________________________________
 GM0692* NAD 83(1992)-  36 28 39.88668(N)    104 35 08.85653(W)     ADJUSTED  
 GM0692* NAVD 88     -      1801.3    (meters)    5910.     (feet)  VERTCON   
 GM0692  ___________________________________________________________________
 GM0692  LAPLACE CORR-          -1.80  (seconds)                    DEFLEC99
 GM0692  GEOID HEIGHT-         -18.73  (meters)                     GEOID03
 GM0692
 GM0692  HORZ ORDER  -  SECOND
 GM0692
 GM0692.The horizontal coordinates were established by classical geodetic methods
 GM0692.and adjusted by the National Geodetic Survey in December 1993..
 GM0692
 GM0692.The NAVD 88 height was computed by applying the VERTCON shift value to
 GM0692.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GM0692
 GM0692.The Laplace correction was computed from DEFLEC99 derived deflections.
 GM0692
 GM0692.The geoid height was determined by GEOID03.
 GM0692
 GM0692;                    North         East     Units Scale Factor Converg.
 GM0692;SPC NM E     -   607,555.115   142,377.382   MT  0.99991539   -0 09 00.3
 GM0692;SPC NM E     - 1,993,287.07    467,116.46   sFT  0.99991539   -0 09 00.3
 GM0692;UTM  13      - 4,037,019.357   537,105.082   MT  0.99961696   +0 14 46.5
 GM0692
 GM0692!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GM0692!SPC NM E     -   0.99972031  x   0.99991539  =   0.99963573
 GM0692!UTM  13      -   0.99972031  x   0.99961696  =   0.99933738
 GM0692
 GM0692:                Primary Azimuth Mark                     Grid Az
 GM0692:SPC NM E     -  3610435026                               033 50 37.9
 GM0692:UTM  13      -  3610435026                               033 26 51.1
 GM0692
 GM0692|---------------------------------------------------------------------|
 GM0692| PID    Reference Object                     Distance      Geod. Az  |
 GM0692|                                                           dddmmss.s |
 GM0692| GM0691 3610435026                          APPROX. 1.5 KM 0334137.6 |
 GM0692|---------------------------------------------------------------------|
 GM0692
 GM0692                          SUPERSEDED SURVEY CONTROL
 GM0692
 GM0692  NAD 83(1986)-  36 28 39.89344(N)    104 35 08.85780(W) AD(       ) 2
 GM0692  NAD 27      -  36 28 39.77175(N)    104 35 06.89028(W) AD(       ) 2
 GM0692  NGVD 29 (07/19/86) 1800.5    (m)         5907.     (f) VERT ANG       
 GM0692
 GM0692.Superseded values are not recommended for survey control.
 GM0692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0692.See file dsdata.txt to determine how the superseded data were derived.
 GM0692
 GM0692_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEA3710537019(NAD 83)
 GM0692_MARKER: DD = SURVEY DISK
 GM0692_SETTING: 0 = UNSPECIFIED SETTING
 GM0692_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GM0692
 GM0692  HISTORY     - Date     Condition        Report By
 GM0692  HISTORY     - 1974     MONUMENTED       NMHC
 GM0692
 GM0692                          STATION DESCRIPTION
 GM0692
 GM0692'DESCRIBED BY NEW MEXICO STATE HIGHWAY COMMISSION 1974 (CWW)
 GM0692'THE STATION IS LOCATED IN COLFAX COUNTY, NEW MEXICO ALONG INTERSTATE
 GM0692'25 AND IS ABOUT 4.9 MILES AIR LINE SOUTH-SOUTHWEST OF MAXWELL
 GM0692'NEW MEXICO.
 GM0692'
 GM0692'TO REACH FROM THE MAXWELL EXIT INTERCHANGE WHICH LIES ABOUT 0.2
 GM0692'MILES EAST OF MAXWELL GO SOUTH 5.1 MILES TO THE STATION ON THE
 GM0692'LEFT.  THE STATION IS IN THE MEDIAN 5 FEET EAST OF A GUARDRAIL
 GM0692'WHERE THE INTERSTATE CROSSES OVER A RAILROAD TRACK.
 GM0692'
 GM0692'THE STATION IS A STANDARD NEW MEXICO HIGHWAY COMMISSION DISC SET
 GM0692'IN A CONCRETE MONUMENT PROJECTING ABOUT SIX INCHES ABOVE THE
 GM0692'GROUND AND STAMPED 3610435025, 1974.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0691 ***********************************************************************
 GM0691  DESIGNATION -  3610435026
 GM0691  PID         -  GM0691
 GM0691  STATE/COUNTY-  NM/COLFAX
 GM0691  USGS QUAD   -  FRENCH (1965)
 GM0691
 GM0691                         *CURRENT SURVEY CONTROL
 GM0691  ___________________________________________________________________
 GM0691* NAD 83(1992)-  36 29 19.78495(N)    104 34 35.91012(W)     ADJUSTED  
 GM0691* NAVD 88     -      1808.0    (meters)    5932.     (feet)  VERTCON   
 GM0691  ___________________________________________________________________
 GM0691  LAPLACE CORR-          -1.66  (seconds)                    DEFLEC99
 GM0691  GEOID HEIGHT-         -18.72  (meters)                     GEOID03
 GM0691
 GM0691  HORZ ORDER  -  SECOND
 GM0691
 GM0691.The horizontal coordinates were established by classical geodetic methods
 GM0691.and adjusted by the National Geodetic Survey in December 1993..
 GM0691
 GM0691.The NAVD 88 height was computed by applying the VERTCON shift value to
 GM0691.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GM0691
 GM0691.The Laplace correction was computed from DEFLEC99 derived deflections.
 GM0691
 GM0691.The geoid height was determined by GEOID03.
 GM0691
 GM0691;                    North         East     Units Scale Factor Converg.
 GM0691;SPC NM E     -   608,782.739   143,200.567   MT  0.99991494   -0 08 40.9
 GM0691;SPC NM E     - 1,997,314.70    469,817.19   sFT  0.99991494   -0 08 40.9
 GM0691;UTM  13      - 4,038,252.279   537,919.512   MT  0.99961772   +0 15 06.3
 GM0691
 GM0691!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GM0691!SPC NM E     -   0.99971926  x   0.99991494  =   0.99963422
 GM0691!UTM  13      -   0.99971926  x   0.99961772  =   0.99933709
 GM0691
 GM0691:                Primary Azimuth Mark                     Grid Az
 GM0691:SPC NM E     -  3610445001                               030 12 32.2
 GM0691:UTM  13      -  3610445001                               029 48 45.0
 GM0691
 GM0691|---------------------------------------------------------------------|
 GM0691| PID    Reference Object                     Distance      Geod. Az  |
 GM0691|                                                           dddmmss.s |
 GM0691| GM0748 3610445001                          APPROX. 2.6 KM 0300351.3 |
 GM0691|---------------------------------------------------------------------|
 GM0691
 GM0691                          SUPERSEDED SURVEY CONTROL
 GM0691
 GM0691  NAD 83(1986)-  36 29 19.79171(N)    104 34 35.91138(W) AD(       ) 2
 GM0691  NAD 27      -  36 29 19.67082(N)    104 34 33.94487(W) AD(       ) 2
 GM0691  NGVD 29 (07/19/86) 1807.2    (m)         5929.     (f) VERT ANG       
 GM0691
 GM0691.Superseded values are not recommended for survey control.
 GM0691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0691.See file dsdata.txt to determine how the superseded data were derived.
 GM0691
 GM0691_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEA3792038252(NAD 83)
 GM0691_MARKER: DD = SURVEY DISK
 GM0691_SETTING: 0 = UNSPECIFIED SETTING
 GM0691_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GM0691
 GM0691  HISTORY     - Date     Condition        Report By
 GM0691  HISTORY     - 1974     MONUMENTED       NMHC
 GM0691
 GM0691                          STATION DESCRIPTION
 GM0691
 GM0691'DESCRIBED BY NEW MEXICO STATE HIGHWAY COMMISSION 1974 (CWW)
 GM0691'THE STATION IS LOCATED IN COLFAX COUNTY, NEW MEXICO ALONG
 GM0691'INTERSTATE 25 AND IS ABOUT 4.0 MILES AIR LINE SOUTH-SOUTHWEST
 GM0691'OF MAXWELL, NEW MEXICO.
 GM0691'
 GM0691'TO REACH FROM THE MAXWELL EXIT INTERCHANGE WHICH LIES ABOUT
 GM0691'0.2 MILES EAST OF MAXWELL GO SOUTH 4.15 MILES TO THE STATION ON
 GM0691'THE LEFT.  THE STATION IS 88 FEET EAST OF THE CENTERLINE OF THE
 GM0691'NORTH BOUND LANE AND IS 8 FEET WEST OF THE EAST RIGHT OF WAY
 GM0691'FENCE.
 GM0691'
 GM0691'THE STATION IS A STANDARD NEW MEXICO HIGHWAY COMMISSION DISC
 GM0691'SET IN A CONCRETE MONUMENT PROJECTING ABOUT SIX INCHES ABOVE THE
 GM0691'GROUND AND STAMPED 3610435026, 1974.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0748 ***********************************************************************
 GM0748  DESIGNATION -  3610445001
 GM0748  PID         -  GM0748
 GM0748  STATE/COUNTY-  NM/COLFAX
 GM0748  USGS QUAD   -  MAXWELL (1971)
 GM0748
 GM0748                         *CURRENT SURVEY CONTROL
 GM0748  ___________________________________________________________________
 GM0748* NAD 83(1992)-  36 30 31.67622(N)    104 33 44.35860(W)     ADJUSTED  
 GM0748* NAVD 88     -      1823.5    (meters)    5983.     (feet)  VERTCON   
 GM0748  ___________________________________________________________________
 GM0748  LAPLACE CORR-          -1.51  (seconds)                    DEFLEC99
 GM0748  GEOID HEIGHT-         -18.71  (meters)                     GEOID03
 GM0748
 GM0748  HORZ ORDER  -  SECOND
 GM0748
 GM0748.The horizontal coordinates were established by classical geodetic methods
 GM0748.and adjusted by the National Geodetic Survey in December 1993..
 GM0748
 GM0748.The NAVD 88 height was computed by applying the VERTCON shift value to
 GM0748.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GM0748
 GM0748.The Laplace correction was computed from DEFLEC99 derived deflections.
 GM0748
 GM0748.The geoid height was determined by GEOID03.
 GM0748
 GM0748;                    North         East     Units Scale Factor Converg.
 GM0748;SPC NM E     -   610,995.412   144,488.838   MT  0.99991427   -0 08 10.5
 GM0748;SPC NM E     - 2,004,574.11    474,043.80   sFT  0.99991427   -0 08 10.5
 GM0748;UTM  13      - 4,040,473.157   539,192.061   MT  0.99961892   +0 15 37.4
 GM0748
 GM0748!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GM0748!SPC NM E     -   0.99971683  x   0.99991427  =   0.99963112
 GM0748!UTM  13      -   0.99971683  x   0.99961892  =   0.99933586
 GM0748
 GM0748:                Primary Azimuth Mark                     Grid Az
 GM0748:SPC NM E     -  3610445002                               033 42 04.3
 GM0748:UTM  13      -  3610445002                               033 18 16.4
 GM0748
 GM0748|---------------------------------------------------------------------|
 GM0748| PID    Reference Object                     Distance      Geod. Az  |
 GM0748|                                                           dddmmss.s |
 GM0748| GM0747 3610445002                          APPROX. 3.1 KM 0333353.8 |
 GM0748|---------------------------------------------------------------------|
 GM0748
 GM0748                          SUPERSEDED SURVEY CONTROL
 GM0748
 GM0748  NAD 83(1986)-  36 30 31.68291(N)    104 33 44.35988(W) AD(       ) 2
 GM0748  NAD 27      -  36 30 31.56343(N)    104 33 42.39548(W) AD(       ) 2
 GM0748  NGVD 29 (07/19/86) 1822.7    (m)         5980.     (f) VERT ANG       
 GM0748
 GM0748.Superseded values are not recommended for survey control.
 GM0748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0748.See file dsdata.txt to determine how the superseded data were derived.
 GM0748
 GM0748_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEA3919240473(NAD 83)
 GM0748_MARKER: DD = SURVEY DISK
 GM0748_SETTING: 0 = UNSPECIFIED SETTING
 GM0748_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GM0748
 GM0748  HISTORY     - Date     Condition        Report By
 GM0748  HISTORY     - 1974     MONUMENTED       NMHC
 GM0748
 GM0748                          STATION DESCRIPTION
 GM0748
 GM0748'DESCRIBED BY NEW MEXICO STATE HIGHWAY COMMISSION 1974 (CWW)
 GM0748'THE STATION IS LOCATED IN COLFAX COUNTY, NEW MEXICO ALONG
 GM0748'INTERSTATE 25 AND IS ABOUT 2.4 MILES AIR LINE SOUTH-SOUTHWEST
 GM0748'OF MAXWELL, NEW MEXICO.
 GM0748'
 GM0748'TO REACH FROM THE MAXWELL EXIT INTERCHANGE WHICH LIES ABOUT 0.2
 GM0748'MILES EAST OF MAXWELL GO SOUTH 2.5 MILES TO THE STATION ON THE
 GM0748'RIGHT.  THE STATION IS 84 FEET WEST OF THE CENTERLINE OF THE SOUTH
 GM0748'BOUND LANE AND IS 11 FEET EAST OF THE WEST RIGHT OF WAY FENCE ON
 GM0748'A SHALLOW HIGHWAY CUT.
 GM0748'
 GM0748'THE STATION IS A STANDARD NEW MEXICO HIGHWAY COMMISSION DISC
 GM0748'SET IN A CONCRETE MONUMENT PROJECTING ABOUT SIX INCHES ABOVE THE
 GM0748'GROUND AND STAMPED 3610445001, 1974.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0747 ***********************************************************************
 GM0747  DESIGNATION -  3610445002
 GM0747  PID         -  GM0747
 GM0747  STATE/COUNTY-  NM/COLFAX
 GM0747  USGS QUAD   -  MAXWELL (1971)
 GM0747
 GM0747                         *CURRENT SURVEY CONTROL
 GM0747  ___________________________________________________________________
 GM0747* NAD 83(1992)-  36 31 54.44891(N)    104 32 36.30039(W)     ADJUSTED  
 GM0747* NAVD 88     -      1815.0    (meters)    5955.     (feet)  VERTCON   
 GM0747  ___________________________________________________________________
 GM0747  LAPLACE CORR-          -1.46  (seconds)                    DEFLEC99
 GM0747  GEOID HEIGHT-         -18.69  (meters)                     GEOID03
 GM0747
 GM0747  HORZ ORDER  -  SECOND
 GM0747
 GM0747.The horizontal coordinates were established by classical geodetic methods
 GM0747.and adjusted by the National Geodetic Survey in December 1993..
 GM0747
 GM0747.The NAVD 88 height was computed by applying the VERTCON shift value to
 GM0747.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GM0747
 GM0747.The Laplace correction was computed from DEFLEC99 derived deflections.
 GM0747
 GM0747.The geoid height was determined by GEOID03.
 GM0747
 GM0747;                    North         East     Units Scale Factor Converg.
 GM0747;SPC NM E     -   613,542.762   146,187.788   MT  0.99991345   -0 07 30.2
 GM0747;SPC NM E     - 2,012,931.54    479,617.77   sFT  0.99991345   -0 07 30.2
 GM0747;UTM  13      - 4,043,031.458   540,872.837   MT  0.99962058   +0 16 18.5
 GM0747
 GM0747!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GM0747!SPC NM E     -   0.99971816  x   0.99991345  =   0.99963163
 GM0747!UTM  13      -   0.99971816  x   0.99962058  =   0.99933885
 GM0747
 GM0747:                Primary Azimuth Mark                     Grid Az
 GM0747:SPC NM E     -  3610445003                               024 03 24.9
 GM0747:UTM  13      -  3610445003                               023 39 36.2
 GM0747
 GM0747|---------------------------------------------------------------------|
 GM0747| PID    Reference Object                     Distance      Geod. Az  |
 GM0747|                                                           dddmmss.s |
 GM0747| GM0746 3610445003                          APPROX. 0.9 KM 0235554.7 |
 GM0747|---------------------------------------------------------------------|
 GM0747
 GM0747                          SUPERSEDED SURVEY CONTROL
 GM0747
 GM0747  NAD 83(1986)-  36 31 54.45551(N)    104 32 36.30174(W) AD(       ) 2
 GM0747  NAD 27      -  36 31 54.33823(N)    104 32 34.33833(W) AD(       ) 2
 GM0747  NGVD 29 (07/19/86) 1814.2    (m)         5952.     (f) VERT ANG       
 GM0747
 GM0747.Superseded values are not recommended for survey control.
 GM0747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0747.See file dsdata.txt to determine how the superseded data were derived.
 GM0747
 GM0747_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEA4087343031(NAD 83)
 GM0747_MARKER: DD = SURVEY DISK
 GM0747_SETTING: 0 = UNSPECIFIED SETTING
 GM0747_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GM0747
 GM0747  HISTORY     - Date     Condition        Report By
 GM0747  HISTORY     - 1974     MONUMENTED       NMHC
 GM0747
 GM0747                          STATION DESCRIPTION
 GM0747
 GM0747'DESCRIBED BY NEW MEXICO STATE HIGHWAY COMMISSION 1974 (CWW)
 GM0747'THE STATION IS LOCATED IN COLFAX COUNTY, NEW MEXICO ALONG
 GM0747'INTERSTATE 25 AND IS ABOUT 0.6 MILES AIR LINE SOUTH-SOUTHWEST
 GM0747'OF MAXWELL, NEW MEXICO.
 GM0747'
 GM0747'TO REACH FROM THE MAXWELL EXIT INTERCHANGE WHICH LIES ABOUT 0.2
 GM0747'MILES EAST OF MAXWELL GO SOUTH 0.6 MILES TO THE STATION ON THE
 GM0747'LEFT.  THE STATION IS 86 FEET EAST OF THE CENTERLINE OF THE NORTH
 GM0747'BOUND LANE AND IS 5 FEET WEST OF THE EAST RIGHT OF WAY FENCE.
 GM0747'
 GM0747'THE STATION IS A STANDARD NEW MEXICO HIGHWAY COMMISSION DISC
 GM0747'SET IN A CONCRETE MONUMENT PROJECTING ABOUT SIX INCHES ABOVE THE
 GM0747'GROUND AND STAMPED 3610445002, 1974.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0746 ***********************************************************************
 GM0746  DESIGNATION -  3610445003
 GM0746  PID         -  GM0746
 GM0746  STATE/COUNTY-  NM/COLFAX
 GM0746  USGS QUAD   -  MAXWELL (1971)
 GM0746
 GM0746                         *CURRENT SURVEY CONTROL
 GM0746  ___________________________________________________________________
 GM0746* NAD 83(1992)-  36 32 22.29468(N)    104 32 20.98554(W)     ADJUSTED  
 GM0746* NAVD 88     -      1806.5    (meters)    5927.     (feet)  VERTCON   
 GM0746  ___________________________________________________________________
 GM0746  LAPLACE CORR-          -1.50  (seconds)                    DEFLEC99
 GM0746  GEOID HEIGHT-         -18.68  (meters)                     GEOID03
 GM0746
 GM0746  HORZ ORDER  -  SECOND
 GM0746
 GM0746.The horizontal coordinates were established by classical geodetic methods
 GM0746.and adjusted by the National Geodetic Survey in December 1993..
 GM0746
 GM0746.The NAVD 88 height was computed by applying the VERTCON shift value to
 GM0746.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GM0746
 GM0746.The Laplace correction was computed from DEFLEC99 derived deflections.
 GM0746
 GM0746.The geoid height was determined by GEOID03.
 GM0746
 GM0746;                    North         East     Units Scale Factor Converg.
 GM0746;SPC NM E     -   614,400.201   146,570.566   MT  0.99991327   -0 07 21.2
 GM0746;SPC NM E     - 2,015,744.66    480,873.60   sFT  0.99991327   -0 07 21.2
 GM0746;UTM  13      - 4,043,891.276   541,249.555   MT  0.99962096   +0 16 27.8
 GM0746
 GM0746!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GM0746!SPC NM E     -   0.99971949  x   0.99991327  =   0.99963279
 GM0746!UTM  13      -   0.99971949  x   0.99962096  =   0.99934056
 GM0746
 GM0746:                Primary Azimuth Mark                     Grid Az
 GM0746:SPC NM E     -  3610445004                               006 06 29.4
 GM0746:UTM  13      -  3610445004                               005 42 40.4
 GM0746
 GM0746|---------------------------------------------------------------------|
 GM0746| PID    Reference Object                     Distance      Geod. Az  |
 GM0746|                                                           dddmmss.s |
 GM0746| GM0745 3610445004                          APPROX. 3.1 KM 0055908.2 |
 GM0746|---------------------------------------------------------------------|
 GM0746
 GM0746                          SUPERSEDED SURVEY CONTROL
 GM0746
 GM0746  NAD 83(1986)-  36 32 22.30125(N)    104 32 20.98690(W) AD(       ) 2
 GM0746  NAD 27      -  36 32 22.18457(N)    104 32 19.02354(W) AD(       ) 2
 GM0746  NGVD 29 (07/19/86) 1805.7    (m)         5924.     (f) VERT ANG       
 GM0746
 GM0746.Superseded values are not recommended for survey control.
 GM0746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0746.See file dsdata.txt to determine how the superseded data were derived.
 GM0746
 GM0746_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEA4125043891(NAD 83)
 GM0746_MARKER: DD = SURVEY DISK
 GM0746_SETTING: 0 = UNSPECIFIED SETTING
 GM0746_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GM0746
 GM0746  HISTORY     - Date     Condition        Report By
 GM0746  HISTORY     - 1974     MONUMENTED       NMHC
 GM0746
 GM0746                          STATION DESCRIPTION
 GM0746
 GM0746'DESCRIBED BY NEW MEXICO STATE HIGHWAY COMMISSION 1974 (CWW)
 GM0746'THE STATION IS LOCATED IN COLFAX COUNTY, NEW MEXICO ALONG
 GM0746'INTERSTATE 25 AND IS ABOUT 0.2 MILES AIR LINE EAST OF MAXWELL,
 GM0746'NEW MEXICO.
 GM0746'
 GM0746'THE STATION IS ON THE MAXWELL EXIT INTERCHANGE NEAR THE SOUTHEAST
 GM0746'CORNER OF THE NORTH-BOUND LANE OVERPASS BRIDGE, 31 FEET EAST OF
 GM0746'THE CENTERLINE OF THE NORTHBOUND LANE AND 5 FEET EAST OF A
 GM0746'GUARDRAIL.
 GM0746'
 GM0746'THE STATION IS A STANDARD NEW MEXICO HIGHWAY COMMISSION DISC
 GM0746'SET IN A CONCRETE MONUMENT PROJECTING ABOUT SIX INCHES ABOVE THE
 GM0746'GROUND AND STAMPED 3610445003, 1974.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0745 ***********************************************************************
 GM0745  DESIGNATION -  3610445004
 GM0745  PID         -  GM0745
 GM0745  STATE/COUNTY-  NM/COLFAX
 GM0745  USGS QUAD   -  MAXWELL (1971)
 GM0745
 GM0745                         *CURRENT SURVEY CONTROL
 GM0745  ___________________________________________________________________
 GM0745* NAD 83(1992)-  36 34 02.98888(N)    104 32 07.89701(W)     ADJUSTED  
 GM0745* NAVD 88     -      1816.38   (+/-2cm)    5959.2    (feet)  VERTCON   
 GM0745  ___________________________________________________________________
 GM0745  LAPLACE CORR-          -1.82  (seconds)                    DEFLEC99
 GM0745  GEOID HEIGHT-         -18.65  (meters)                     GEOID03
 GM0745
 GM0745  HORZ ORDER  -  SECOND
 GM0745  VERT ORDER  -  THIRD ? (See Below)
 GM0745
 GM0745.The horizontal coordinates were established by classical geodetic methods
 GM0745.and adjusted by the National Geodetic Survey in December 1993..
 GM0745
 GM0745.The NAVD 88 height was computed by applying the VERTCON shift value to
 GM0745.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GM0745.The vertical order pertains to the NGVD 29 superseded value.
 GM0745
 GM0745.The Laplace correction was computed from DEFLEC99 derived deflections.
 GM0745
 GM0745.The geoid height was determined by GEOID03.
 GM0745
 GM0745;                    North         East     Units Scale Factor Converg.
 GM0745;SPC NM E     -   617,503.113   146,902.621   MT  0.99991312   -0 07 13.7
 GM0745;SPC NM E     - 2,025,924.80    481,963.02   sFT  0.99991312   -0 07 13.7
 GM0745;UTM  13      - 4,046,995.508   541,560.009   MT  0.99962128   +0 16 36.2
 GM0745
 GM0745!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GM0745!SPC NM E     -   0.99971794  x   0.99991312  =   0.99963109
 GM0745!UTM  13      -   0.99971794  x   0.99962128  =   0.99933933
 GM0745
 GM0745:                Primary Azimuth Mark                     Grid Az
 GM0745:SPC NM E     -  3610445005                               001 56 27.4
 GM0745:UTM  13      -  3610445005                               001 32 37.5
 GM0745
 GM0745|---------------------------------------------------------------------|
 GM0745| PID    Reference Object                     Distance      Geod. Az  |
 GM0745|                                                           dddmmss.s |
 GM0745| GM0744 3610445005                          APPROX. 2.1 KM 0014913.7 |
 GM0745|---------------------------------------------------------------------|
 GM0745
 GM0745                          SUPERSEDED SURVEY CONTROL
 GM0745
 GM0745  NAD 83(1986)-  36 34 02.99539(N)    104 32 07.89834(W) AD(       ) 2
 GM0745  NAD 27      -  36 34 02.88109(N)    104 32 05.93370(W) AD(       ) 2
 GM0745  NGVD 29 (07/19/86) 1815.52   (m)         5956.4    (f) LEVELING    3  
 GM0745
 GM0745.Superseded values are not recommended for survey control.
 GM0745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0745.See file dsdata.txt to determine how the superseded data were derived.
 GM0745
 GM0745_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEA4156046996(NAD 83)
 GM0745_MARKER: DD = SURVEY DISK
 GM0745_SETTING: 0 = UNSPECIFIED SETTING
 GM0745_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GM0745
 GM0745  HISTORY     - Date     Condition        Report By
 GM0745  HISTORY     - 1974     MONUMENTED       NMHC
 GM0745
 GM0745                          STATION DESCRIPTION
 GM0745
 GM0745'DESCRIBED BY NEW MEXICO STATE HIGHWAY COMMISSION 1974 (CWW)
 GM0745'THE STATION IS LOCATED IN COLFAX COUNTY, NEW MEXICO ALONG
 GM0745'INTERSTATE 25 AND IS ABOUT 2.0 MILES AIR LINE NORTH OF MAXWELL,
 GM0745'NEW MEXICO.
 GM0745'
 GM0745'TO REACH FROM THE MAXWELL EXIT INTERCHANGE WHICH LIES ABOUT 0.2
 GM0745'MILES EAST OF MAXWELL GO NORTH 2.0 MILES TO THE STATION ON THE
 GM0745'RIGHT.  THE STATION IS 89 FEET EAST OF THE CENTERLINE OF THE
 GM0745'NORTH BOUND LANE AND IS 4 FEET WEST OF THE EAST RIGHT OF WAY
 GM0745'FENCE.
 GM0745'
 GM0745'THE STATION IS A STANDARD NEW MEXICO HIGHWAY COMMISSION DISC
 GM0745'SET IN A CONCRETE MONUMENT PROJECTING ABOUT SIX INCHES ABOVE THE
 GM0745'GROUND AND STAMPED 3610445004, 1974.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0744 ***********************************************************************
 GM0744  DESIGNATION -  3610445005
 GM0744  PID         -  GM0744
 GM0744  STATE/COUNTY-  NM/COLFAX
 GM0744  USGS QUAD   -  MAXWELL (1971)
 GM0744
 GM0744                         *CURRENT SURVEY CONTROL
 GM0744  ___________________________________________________________________
 GM0744* NAD 83(1992)-  36 35 11.17218(N)    104 32 05.20975(W)     ADJUSTED  
 GM0744* NAVD 88     -      1819.3    (meters)    5969.     (feet)  VERTCON   
 GM0744  ___________________________________________________________________
 GM0744  LAPLACE CORR-          -2.06  (seconds)                    DEFLEC99
 GM0744  GEOID HEIGHT-         -18.62  (meters)                     GEOID03
 GM0744
 GM0744  HORZ ORDER  -  SECOND
 GM0744
 GM0744.The horizontal coordinates were established by classical geodetic methods
 GM0744.and adjusted by the National Geodetic Survey in December 1993..
 GM0744
 GM0744.The NAVD 88 height was computed by applying the VERTCON shift value to
 GM0744.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GM0744
 GM0744.The Laplace correction was computed from DEFLEC99 derived deflections.
 GM0744
 GM0744.The geoid height was determined by GEOID03.
 GM0744
 GM0744;                    North         East     Units Scale Factor Converg.
 GM0744;SPC NM E     -   619,604.531   146,973.836   MT  0.99991309   -0 07 12.3
 GM0744;SPC NM E     - 2,032,819.20    482,196.66   sFT  0.99991309   -0 07 12.3
 GM0744;UTM  13      - 4,049,096.755   541,616.636   MT  0.99962134   +0 16 38.2
 GM0744
 GM0744!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GM0744!SPC NM E     -   0.99971749  x   0.99991309  =   0.99963060
 GM0744!UTM  13      -   0.99971749  x   0.99962134  =   0.99933893
 GM0744
 GM0744:                Primary Azimuth Mark                     Grid Az
 GM0744:SPC NM E     -  3610445006                               023 24 12.1
 GM0744:UTM  13      -  3610445006                               023 00 21.6
 GM0744
 GM0744|---------------------------------------------------------------------|
 GM0744| PID    Reference Object                     Distance      Geod. Az  |
 GM0744|                                                           dddmmss.s |
 GM0744| GM0743 3610445006                          APPROX. 2.0 KM 0231659.8 |
 GM0744|---------------------------------------------------------------------|
 GM0744
 GM0744                          SUPERSEDED SURVEY CONTROL
 GM0744
 GM0744  NAD 83(1986)-  36 35 11.17866(N)    104 32 05.21106(W) AD(       ) 2
 GM0744  NAD 27      -  36 35 11.06596(N)    104 32 03.24544(W) AD(       ) 2
 GM0744  NGVD 29 (07/19/86) 1818.4    (m)         5966.     (f) VERT ANG       
 GM0744
 GM0744.Superseded values are not recommended for survey control.
 GM0744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0744.See file dsdata.txt to determine how the superseded data were derived.
 GM0744
 GM0744_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEA4161749097(NAD 83)
 GM0744_MARKER: DD = SURVEY DISK
 GM0744_SETTING: 0 = UNSPECIFIED SETTING
 GM0744_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GM0744
 GM0744  HISTORY     - Date     Condition        Report By
 GM0744  HISTORY     - 1974     MONUMENTED       NMHC
 GM0744
 GM0744                          STATION DESCRIPTION
 GM0744
 GM0744'DESCRIBED BY NEW MEXICO STATE HIGHWAY COMMISSION 1974 (CWW)
 GM0744'THE STATION IS LOCATED IN COLFAX COUNTY, NEW MEXICO ALONG
 GM0744'INTERSTATE 25 AND IS ABOUT 3.3 MILES AIR LINE NORTH OF MAXWELL,
 GM0744'NEW MEXICO.
 GM0744'
 GM0744'TO REACH FROM THE MAXWELL EXIT INTERCHANGE WHICH LIES ABOUT 0.2
 GM0744'MILES EAST OF MAXWELL GO NORTH 3.3 MILES TO THE STATION ON THE
 GM0744'RIGHT.  THE STATION IS 78 FEET EAST OF THE CENTERLINE OF THE NORTH
 GM0744'BOUND LANE AND IS 7 FEET WEST OF THE EAST RIGHT OF WAY FENCE.
 GM0744'
 GM0744'THE STATION IS A STANDARD NEW MEXICO HIGHWAY COMMISSION DISC
 GM0744'SET IN A CONCRETE MONUMENT PROJECTING ABOUT SIX INCHES ABOVE THE
 GM0744'GROUND AND STAMPED 3610445005, 1974.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0743 ***********************************************************************
 GM0743  DESIGNATION -  3610445006
 GM0743  PID         -  GM0743
 GM0743  STATE/COUNTY-  NM/COLFAX
 GM0743  USGS QUAD   -  MAXWELL (1971)
 GM0743
 GM0743                         *CURRENT SURVEY CONTROL
 GM0743  ___________________________________________________________________
 GM0743* NAD 83(1992)-  36 36 10.64085(N)    104 31 33.46973(W)     ADJUSTED  
 GM0743* NAVD 88     -      1825.2    (meters)    5988.     (feet)  VERTCON   
 GM0743  ___________________________________________________________________
 GM0743  LAPLACE CORR-          -2.03  (seconds)                    DEFLEC99
 GM0743  GEOID HEIGHT-         -18.61  (meters)                     GEOID03
 GM0743
 GM0743  HORZ ORDER  -  SECOND
 GM0743
 GM0743.The horizontal coordinates were established by classical geodetic methods
 GM0743.and adjusted by the National Geodetic Survey in December 1993..
 GM0743
 GM0743.The NAVD 88 height was computed by applying the VERTCON shift value to
 GM0743.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GM0743
 GM0743.The Laplace correction was computed from DEFLEC99 derived deflections.
 GM0743
 GM0743.The geoid height was determined by GEOID03.
 GM0743
 GM0743;                    North         East     Units Scale Factor Converg.
 GM0743;SPC NM E     -   621,435.873   147,766.456   MT  0.99991275   -0 06 53.5
 GM0743;SPC NM E     - 2,038,827.53    484,797.11   sFT  0.99991275   -0 06 53.5
 GM0743;UTM  13      - 4,050,933.016   542,396.306   MT  0.99962214   +0 16 57.6
 GM0743
 GM0743!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GM0743!SPC NM E     -   0.99971656  x   0.99991275  =   0.99962933
 GM0743!UTM  13      -   0.99971656  x   0.99962214  =   0.99933881
 GM0743
 GM0743:                Primary Azimuth Mark                     Grid Az
 GM0743:SPC NM E     -  3610445007                               028 43 08.8
 GM0743:UTM  13      -  3610445007                               028 19 17.7
 GM0743
 GM0743|---------------------------------------------------------------------|
 GM0743| PID    Reference Object                     Distance      Geod. Az  |
 GM0743|                                                           dddmmss.s |
 GM0743| GM0742 3610445007                          APPROX. 2.6 KM 0283615.3 |
 GM0743|---------------------------------------------------------------------|
 GM0743
 GM0743                          SUPERSEDED SURVEY CONTROL
 GM0743
 GM0743  NAD 83(1986)-  36 36 10.64730(N)    104 31 33.47104(W) AD(       ) 2
 GM0743  NAD 27      -  36 36 10.53590(N)    104 31 31.50547(W) AD(       ) 2
 GM0743  NGVD 29 (07/19/86) 1824.3    (m)         5985.     (f) VERT ANG       
 GM0743
 GM0743.Superseded values are not recommended for survey control.
 GM0743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0743.See file dsdata.txt to determine how the superseded data were derived.
 GM0743
 GM0743_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEA4239650933(NAD 83)
 GM0743_MARKER: DD = SURVEY DISK
 GM0743_SETTING: 0 = UNSPECIFIED SETTING
 GM0743_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GM0743
 GM0743  HISTORY     - Date     Condition        Report By
 GM0743  HISTORY     - 1974     MONUMENTED       NMHC
 GM0743
 GM0743                          STATION DESCRIPTION
 GM0743
 GM0743'DESCRIBED BY NEW MEXICO STATE HIGHWAY COMMISSION 1974 (CWW)
 GM0743'THE STATION IS LOCATED IN COLFAX COUNTY, NEW MEXICO ALONG
 GM0743'INTERSTATE 25 AND IS ABOUT 4.5 MILES AIR LINE NORTH OF MAXWELL,
 GM0743'NEW MEXICO.
 GM0743'
 GM0743'TO REACH FROM THE MAXWELL EXIT INTERCHANGE WHICH LIES ABOUT 0.2
 GM0743'MILES EAST OF MAXWELL GO NORTH 4.6 MILES TO THE STATION ON THE
 GM0743'LEFT.  THE STATION IS 76 FEET WEST OF THE CENTERLINE OF THE SOUTH
 GM0743'BOUND LANE AND IS 6 FEET EAST OF THE WEST RIGHT OF WAY FENCE.
 GM0743'
 GM0743'THE STATION IS A STANDARD NEW MEXICO HIGHWAY COMMISSION DISC
 GM0743'SET IN A CONCRETE MONUMENT PROJECTING ABOUT SIX INCHES ABOVE THE
 GM0743'GROUND AND STAMPED 3610445006, 1974.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0742 ***********************************************************************
 GM0742  DESIGNATION -  3610445007
 GM0742  PID         -  GM0742
 GM0742  STATE/COUNTY-  NM/COLFAX
 GM0742  USGS QUAD   -  MAXWELL (1971)
 GM0742
 GM0742                         *CURRENT SURVEY CONTROL
 GM0742  ___________________________________________________________________
 GM0742* NAD 83(1992)-  36 37 25.17719(N)    104 30 43.04233(W)     ADJUSTED  
 GM0742* NAVD 88     -      1829.9    (meters)    6004.     (feet)  VERTCON   
 GM0742  ___________________________________________________________________
 GM0742  LAPLACE CORR-          -1.84  (seconds)                    DEFLEC99
 GM0742  GEOID HEIGHT-         -18.59  (meters)                     GEOID03
 GM0742
 GM0742  HORZ ORDER  -  SECOND
 GM0742
 GM0742.The horizontal coordinates were established by classical geodetic methods
 GM0742.and adjusted by the National Geodetic Survey in December 1993..
 GM0742
 GM0742.The NAVD 88 height was computed by applying the VERTCON shift value to
 GM0742.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GM0742
 GM0742.The Laplace correction was computed from DEFLEC99 derived deflections.
 GM0742
 GM0742.The geoid height was determined by GEOID03.
 GM0742
 GM0742;                    North         East     Units Scale Factor Converg.
 GM0742;SPC NM E     -   623,730.837   149,023.910   MT  0.99991223   -0 06 23.6
 GM0742;SPC NM E     - 2,046,356.92    488,922.61   sFT  0.99991223   -0 06 23.6
 GM0742;UTM  13      - 4,053,235.985   543,637.444   MT  0.99962346   +0 17 28.1
 GM0742
 GM0742!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GM0742!SPC NM E     -   0.99971582  x   0.99991223  =   0.99962807
 GM0742!UTM  13      -   0.99971582  x   0.99962346  =   0.99933939
 GM0742
 GM0742:                Primary Azimuth Mark                     Grid Az
 GM0742:SPC NM E     -  3610415001                               020 37 27.7
 GM0742:UTM  13      -  3610415001                               020 13 36.0
 GM0742
 GM0742|---------------------------------------------------------------------|
 GM0742| PID    Reference Object                     Distance      Geod. Az  |
 GM0742|                                                           dddmmss.s |
 GM0742| GM0640 3610415001                          APPROX. 3.4 KM 0203104.1 |
 GM0742|---------------------------------------------------------------------|
 GM0742
 GM0742                          SUPERSEDED SURVEY CONTROL
 GM0742
 GM0742  NAD 83(1986)-  36 37 25.18364(N)    104 30 43.04363(W) AD(       ) 2
 GM0742  NAD 27      -  36 37 25.07355(N)    104 30 41.07922(W) AD(       ) 2
 GM0742  NGVD 29 (07/19/86) 1829.0    (m)         6001.     (f) VERT ANG       
 GM0742
 GM0742.Superseded values are not recommended for survey control.
 GM0742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0742.See file dsdata.txt to determine how the superseded data were derived.
 GM0742
 GM0742_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEA4363753236(NAD 83)
 GM0742_MARKER: DD = SURVEY DISK
 GM0742_SETTING: 0 = UNSPECIFIED SETTING
 GM0742_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GM0742
 GM0742  HISTORY     - Date     Condition        Report By
 GM0742  HISTORY     - 1974     MONUMENTED       NMHC
 GM0742
 GM0742                          STATION DESCRIPTION
 GM0742
 GM0742'DESCRIBED BY NEW MEXICO STATE HIGHWAY COMMISSION 1974 (CWW)
 GM0742'THE STATION IS LOCATED IN COLFAX COUNTY, NEW MEXICO ALONG
 GM0742'INTERSTATE 25 AND IS ABOUT 6.0 MILES AIR LINE NORTH-NORTHEAST
 GM0742'OF MAXWELL, NEW MEXICO.
 GM0742'
 GM0742'TO REACH FROM THE MAXWELL EXIT INTERCHANGE WHICH LIES ABOUT 0.2
 GM0742'MILES EAST OF MAXWELL GO NORTH 6.25 MILES TO THE STATION ON THE
 GM0742'LEFT.  THE STATION IS 74 FEET WEST OF THE CENTERLINE OF THE SOUTH
 GM0742'BOUND LANE AND IS 10 FEET EAST OF THE WEST RIGHT OF WAY FENCE.
 GM0742'
 GM0742'THE STATION IS A STANDARD NEW MEXICO HIGHWAY COMMISSION DISC
 GM0742'SET IN A CONCRETE MONUMENT PROJECTING ABOUT SIX INCHES ABOVE THE
 GM0742'GROUND AND STAMPED 3610445007, 1974.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0588 ***********************************************************************
 GN0588  DESIGNATION -  3610725001
 GN0588  PID         -  GN0588
 GN0588  STATE/COUNTY-  NM/RIO ARRIBA
 GN0588  USGS QUAD   -  COUNSELOR (1978)
 GN0588
 GN0588                         *CURRENT SURVEY CONTROL
 GN0588  ___________________________________________________________________
 GN0588* NAD 83(1992)-  36 13 13.76383(N)    107 29 15.65839(W)     ADJUSTED  
 GN0588* NAVD 88     -      2117.5    (meters)    6947.     (feet)  VERTCON   
 GN0588  ___________________________________________________________________
 GN0588  LAPLACE CORR-           1.68  (seconds)                    DEFLEC99
 GN0588  GEOID HEIGHT-         -20.37  (meters)                     GEOID03
 GN0588
 GN0588  HORZ ORDER  -  SECOND
 GN0588
 GN0588.The horizontal coordinates were established by classical geodetic methods
 GN0588.and adjusted by the National Geodetic Survey in December 1993..
 GN0588
 GN0588.The NAVD 88 height was computed by applying the VERTCON shift value to
 GN0588.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GN0588
 GN0588.The Laplace correction was computed from DEFLEC99 derived deflections.
 GN0588
 GN0588.The geoid height was determined by GEOID03.
 GN0588
 GN0588;                    North         East     Units Scale Factor Converg.
 GN0588;SPC NM C     -   579,686.471   388,725.907   MT  1.00005251   -0 43 53.1
 GN0588;SPC NM C     - 1,901,854.70  1,275,344.91   sFT  1.00005251   -0 43 53.1
 GN0588;UTM  13      - 4,011,273.863   276,395.459   MT  1.00021609   -1 28 14.0
 GN0588
 GN0588!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GN0588!SPC NM C     -   0.99967097  x   1.00005251  =   0.99972347
 GN0588!UTM  13      -   0.99967097  x   1.00021609  =   0.99988699
 GN0588
 GN0588:                Primary Azimuth Mark                     Grid Az
 GN0588:SPC NM C     -  3610735001                               294 40 20.3
 GN0588:UTM  13      -  3610735001                               295 24 41.2
 GN0588
 GN0588|---------------------------------------------------------------------|
 GN0588| PID    Reference Object                     Distance      Geod. Az  |
 GN0588|                                                           dddmmss.s |
 GN0588| GN0589 3610735001                          APPROX. 1.1 KM 2935627.2 |
 GN0588|---------------------------------------------------------------------|
 GN0588
 GN0588                          SUPERSEDED SURVEY CONTROL
 GN0588
 GN0588  NAD 83(1986)-  36 13 13.76200(N)    107 29 15.66286(W) AD(       ) 2
 GN0588  NAD 27      -  36 13 13.71217(N)    107 29 13.48550(W) AD(       ) 2
 GN0588  NGVD 29 (07/19/86) 2116.4    (m)         6944.     (f) VERT ANG       
 GN0588
 GN0588.Superseded values are not recommended for survey control.
 GN0588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0588.See file dsdata.txt to determine how the superseded data were derived.
 GN0588
 GN0588_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBA7639511274(NAD 83)
 GN0588_MARKER: DD = SURVEY DISK
 GN0588_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GN0588_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GN0588
 GN0588  HISTORY     - Date     Condition        Report By
 GN0588  HISTORY     - 1975     MONUMENTED       NMHD
 GN0588
 GN0588                          STATION DESCRIPTION
 GN0588
 GN0588'DESCRIBED BY NM HIGHWAY DEPT 1975 (CWW)
 GN0588'THE STATION IS LOCATED IN RIO ARRIBA COUNTY, NEW MEXICO ALONG
 GN0588'STATE ROAD 44, 1.6 AIRMILES WEST-NORTHWEST OF COUNSELORS TRADING
 GN0588'POST AND 3.8 AIRMILES EAST-SOUTHEAST OF LYBROOKS TRADING POST.
 GN0588'
 GN0588'THE STATION IS AT MILEPOST 99.2.
 GN0588'
 GN0588'TO REACH FROM THE COUNSELORS TRADING POST GO WESTERLY ON STATE
 GN0588'ROAD 44, 1.6 MILES TO THE STATION ON THE LEFT.  THE STATION IS 99
 GN0588'FEET SOUTH OF THE CENTERLINE OF STATE ROAD 44 AND 6 FEET NORTH
 GN0588'OF THE RIGHT OF WAY FENCE.
 GN0588'
 GN0588'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 GN0588'DISK, SET IN A CONCRETE POST PROJECTING ABOUT SIX INCHES ABOVE
 GN0588'THE GROUND AND STAMPED 3610725001, 1975.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0589 ***********************************************************************
 GN0589  DESIGNATION -  3610735001
 GN0589  PID         -  GN0589
 GN0589  STATE/COUNTY-  NM/RIO ARRIBA
 GN0589  USGS QUAD   -  COUNSELOR (1978)
 GN0589
 GN0589                         *CURRENT SURVEY CONTROL
 GN0589  ___________________________________________________________________
 GN0589* NAD 83(1992)-  36 13 28.05385(N)    107 29 55.38624(W)     ADJUSTED  
 GN0589* NAVD 88     -      2124.7    (meters)    6971.     (feet)  VERTCON   
 GN0589  ___________________________________________________________________
 GN0589  LAPLACE CORR-           1.58  (seconds)                    DEFLEC99
 GN0589  GEOID HEIGHT-         -20.37  (meters)                     GEOID03
 GN0589
 GN0589  HORZ ORDER  -  SECOND
 GN0589
 GN0589.The horizontal coordinates were established by classical geodetic methods
 GN0589.and adjusted by the National Geodetic Survey in December 1993..
 GN0589
 GN0589.The NAVD 88 height was computed by applying the VERTCON shift value to
 GN0589.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GN0589
 GN0589.The Laplace correction was computed from DEFLEC99 derived deflections.
 GN0589
 GN0589.The geoid height was determined by GEOID03.
 GN0589
 GN0589;                    North         East     Units Scale Factor Converg.
 GN0589;SPC NM C     -   580,139.644   387,739.383   MT  1.00005523   -0 44 16.8
 GN0589;SPC NM C     - 1,903,341.48  1,272,108.29   sFT  1.00005523   -0 44 16.8
 GN0589;UTM  13      - 4,011,739.803   275,414.702   MT  1.00022151   -1 28 38.0
 GN0589
 GN0589!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GN0589!SPC NM C     -   0.99966984  x   1.00005523  =   0.99972506
 GN0589!UTM  13      -   0.99966984  x   1.00022151  =   0.99989128
 GN0589
 GN0589:                Primary Azimuth Mark                     Grid Az
 GN0589:SPC NM C     -  POST                                     287 54 58.4
 GN0589:UTM  13      -  POST                                     288 39 19.6
 GN0589
 GN0589|---------------------------------------------------------------------|
 GN0589| PID    Reference Object                     Distance      Geod. Az  |
 GN0589|                                                           dddmmss.s |
 GN0589| GN0610 POST                                APPROX. 2.6 KM 2871041.6 |
 GN0589|---------------------------------------------------------------------|
 GN0589
 GN0589                          SUPERSEDED SURVEY CONTROL
 GN0589
 GN0589  NAD 83(1986)-  36 13 28.05196(N)    107 29 55.39074(W) AD(       ) 2
 GN0589  NAD 27      -  36 13 28.00251(N)    107 29 53.21257(W) AD(       ) 2
 GN0589  NGVD 29 (07/19/86) 2123.6    (m)         6967.     (f) VERT ANG       
 GN0589
 GN0589.Superseded values are not recommended for survey control.
 GN0589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0589.See file dsdata.txt to determine how the superseded data were derived.
 GN0589
 GN0589_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBA7541511740(NAD 83)
 GN0589_MARKER: DD = SURVEY DISK
 GN0589_SETTING: 0 = UNSPECIFIED SETTING
 GN0589_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GN0589
 GN0589  HISTORY     - Date     Condition        Report By
 GN0589  HISTORY     - 1975     MONUMENTED       NMHD
 GN0589
 GN0589                          STATION DESCRIPTION
 GN0589
 GN0589'DESCRIBED BY NM HIGHWAY DEPT 1975 (CWW)
 GN0589'THE STATION IS LOCATED IN RIO ARRIBA COUNTY, NEW MEXICO ALONG
 GN0589'STATE ROAD 44, 2.3 AIRMILES WEST-NORTHWEST OF COUNSELORS TRADING
 GN0589'POST AND 3.1 AIRMILES EAST OF LYBROOKS TRADING POST.
 GN0589'
 GN0589'THE STATION IS AT MILEPOST 99.9.
 GN0589'
 GN0589'TO REACH FROM THE COUNSELORS TRADING POST GO WESTERLY ON STATE
 GN0589'ROAD 44, 2.3 MILES TO THE STATION ON THE LEFT.  THE STATION IS
 GN0589'100 FEET SOUTH OF THE CENTERLINE OF STATE ROAD 44 AND SIX FEET
 GN0589'NORTH OF THE RIGHT OF WAY FENCE ON A SHALLOW ROADWAY CUT.
 GN0589'
 GN0589'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 GN0589'DISK, SET IN A CONCRETE POST PROJECTING ABOUT SIX INCHES ABOVE
 GN0589'THE GROUND AND STAMPED 3610735001, 1975.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0612 ***********************************************************************
 GN0612  DESIGNATION -  3610735002
 GN0612  PID         -  GN0612
 GN0612  STATE/COUNTY-  NM/RIO ARRIBA
 GN0612  USGS QUAD   -  LYBROOK (1966)
 GN0612
 GN0612                         *CURRENT SURVEY CONTROL
 GN0612  ___________________________________________________________________
 GN0612* NAD 83(1992)-  36 14 00.14521(N)    107 33 55.80039(W)     ADJUSTED  
 GN0612* NAVD 88     -      2246.9    (meters)    7372.     (feet)  VERTCON   
 GN0612  ___________________________________________________________________
 GN0612  LAPLACE CORR-           1.61  (seconds)                    DEFLEC99
 GN0612  GEOID HEIGHT-         -20.44  (meters)                     GEOID03
 GN0612
 GN0612  HORZ ORDER  -  SECOND
 GN0612
 GN0612.The horizontal coordinates were established by classical geodetic methods
 GN0612.and adjusted by the National Geodetic Survey in December 1993..
 GN0612
 GN0612.The NAVD 88 height was computed by applying the VERTCON shift value to
 GN0612.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GN0612
 GN0612.The Laplace correction was computed from DEFLEC99 derived deflections.
 GN0612
 GN0612.The geoid height was determined by GEOID03.
 GN0612
 GN0612;                    North         East     Units Scale Factor Converg.
 GN0612;SPC NM C     -   581,208.189   381,748.775   MT  1.00007224   -0 46 39.5
 GN0612;SPC NM C     - 1,906,847.20  1,252,454.11   sFT  1.00007224   -0 46 39.5
 GN0612;UTM  13      - 4,012,885.758   269,437.337   MT  1.00025503   -1 31 01.5
 GN0612
 GN0612!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GN0612!SPC NM C     -   0.99965069  x   1.00007224  =   0.99972290
 GN0612!UTM  13      -   0.99965069  x   1.00025503  =   0.99990563
 GN0612
 GN0612:                Primary Azimuth Mark                     Grid Az
 GN0612:SPC NM C     -  3610735003                               286 58 44.8
 GN0612:UTM  13      -  3610735003                               287 43 06.8
 GN0612
 GN0612|---------------------------------------------------------------------|
 GN0612| PID    Reference Object                     Distance      Geod. Az  |
 GN0612|                                                           dddmmss.s |
 GN0612| GN0613 3610735003                          APPROX. 2.5 KM 2861205.3 |
 GN0612|---------------------------------------------------------------------|
 GN0612
 GN0612                          SUPERSEDED SURVEY CONTROL
 GN0612
 GN0612  NAD 83(1986)-  36 14 00.14282(N)    107 33 55.80451(W) AD(       ) 2
 GN0612  NAD 27      -  36 14 00.09563(N)    107 33 53.62543(W) AD(       ) 2
 GN0612  NGVD 29 (07/19/86) 2245.8    (m)         7368.     (f) VERT ANG       
 GN0612
 GN0612.Superseded values are not recommended for survey control.
 GN0612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0612.See file dsdata.txt to determine how the superseded data were derived.
 GN0612
 GN0612_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBA6943712886(NAD 83)
 GN0612_MARKER: DD = SURVEY DISK
 GN0612_SETTING: 0 = UNSPECIFIED SETTING
 GN0612_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GN0612
 GN0612  HISTORY     - Date     Condition        Report By
 GN0612  HISTORY     - 1975     MONUMENTED       NMHD
 GN0612
 GN0612                          STATION DESCRIPTION
 GN0612
 GN0612'DESCRIBED BY NM HIGHWAY DEPT 1975 (CWW)
 GN0612'THE STATION IS LOCATED IN RIO ARRIBA COUNTY, NEW MEXICO
 GN0612'ALONG STATE ROAD 44, 6.2 AIRMILES WEST-NORTHWEST OF COUNSELORS
 GN0612'TRADING POST AND 0.7 AIRMILES WEST OF LYBROOKS TRADING
 GN0612'POST.
 GN0612'
 GN0612'THE STATION IS AT MILEPOST 103.8.
 GN0612'
 GN0612'TO REACH FROM THE LYBROOK GAS PLANT ENTRANCE GO WEST
 GN0612'ON STATE ROAD 44, 1.1 MILES TO THE STATION ON THE LEFT.  THE
 GN0612'STATION IS 120 FEET SOUTH OF THE CENTERLINE OF STATE ROAD
 GN0612'44 ON A DEEP SANDSTONE HIGHWAY CUT.
 GN0612'
 GN0612'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 GN0612'DISK SET IN A DRILL HOLE IN A SANDSTONE OUTCROP AND STAMPED
 GN0612'3610735002, 1975.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0613 ***********************************************************************
 GN0613  DESIGNATION -  3610735003
 GN0613  PID         -  GN0613
 GN0613  STATE/COUNTY-  NM/RIO ARRIBA
 GN0613  USGS QUAD   -  LYBROOK (1966)
 GN0613
 GN0613                         *CURRENT SURVEY CONTROL
 GN0613  ___________________________________________________________________
 GN0613* NAD 83(1992)-  36 14 22.99948(N)    107 35 32.94434(W)     ADJUSTED  
 GN0613* NAVD 88     -      2188.9    (meters)    7181.     (feet)  VERTCON   
 GN0613  ___________________________________________________________________
 GN0613  LAPLACE CORR-           2.37  (seconds)                    DEFLEC99
 GN0613  GEOID HEIGHT-         -20.45  (meters)                     GEOID03
 GN0613
 GN0613  HORZ ORDER  -  SECOND
 GN0613
 GN0613.The horizontal coordinates were established by classical geodetic methods
 GN0613.and adjusted by the National Geodetic Survey in December 1993..
 GN0613
 GN0613.The NAVD 88 height was computed by applying the VERTCON shift value to
 GN0613.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GN0613
 GN0613.The Laplace correction was computed from DEFLEC99 derived deflections.
 GN0613
 GN0613.The geoid height was determined by GEOID03.
 GN0613
 GN0613;                    North         East     Units Scale Factor Converg.
 GN0613;SPC NM C     -   581,945.883   379,332.750   MT  1.00007935   -0 47 37.4
 GN0613;SPC NM C     - 1,909,267.45  1,244,527.53   sFT  1.00007935   -0 47 37.4
 GN0613;UTM  13      - 4,013,654.714   267,030.586   MT  1.00026878   -1 31 59.8
 GN0613
 GN0613!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GN0613!SPC NM C     -   0.99965978  x   1.00007935  =   0.99973911
 GN0613!UTM  13      -   0.99965978  x   1.00026878  =   0.99992847
 GN0613
 GN0613:                Primary Azimuth Mark                     Grid Az
 GN0613:SPC NM C     -  3610735004                               310 44 25.0
 GN0613:UTM  13      -  3610735004                               311 28 47.4
 GN0613
 GN0613|---------------------------------------------------------------------|
 GN0613| PID    Reference Object                     Distance      Geod. Az  |
 GN0613|                                                           dddmmss.s |
 GN0613| GN0598 3610735004                          APPROX. 2.2 KM 3095647.6 |
 GN0613|---------------------------------------------------------------------|
 GN0613
 GN0613                          SUPERSEDED SURVEY CONTROL
 GN0613
 GN0613  NAD 83(1986)-  36 14 22.99685(N)    107 35 32.94851(W) AD(       ) 2
 GN0613  NAD 27      -  36 14 22.95064(N)    107 35 30.76449(W) AD(       ) 2
 GN0613  NGVD 29 (07/19/86) 2187.8    (m)         7178.     (f) VERT ANG       
 GN0613
 GN0613.Superseded values are not recommended for survey control.
 GN0613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0613.See file dsdata.txt to determine how the superseded data were derived.
 GN0613
 GN0613_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBA6703113655(NAD 83)
 GN0613_MARKER: DD = SURVEY DISK
 GN0613_SETTING: 0 = UNSPECIFIED SETTING
 GN0613_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GN0613
 GN0613  HISTORY     - Date     Condition        Report By
 GN0613  HISTORY     - 1975     MONUMENTED       NMHD
 GN0613
 GN0613                          STATION DESCRIPTION
 GN0613
 GN0613'DESCRIBED BY NM HIGHWAY DEPT 1975 (CWW)
 GN0613'THE STATION IS LOCATED IN RIO ARRIBA COUNTY, NEW MEXICO
 GN0613'ALONG STATE ROAD 44, 2.2 AIRMILES WEST-NORTHWEST OF LYBROOKS
 GN0613'TRADING POST AND 8.5 AIRMILES EAST-SOUTHEAST OF THE NAGEEZI
 GN0613'TRADING POST.
 GN0613'
 GN0613'THE STATION IS AT MILEPOST 105.5.
 GN0613'
 GN0613'TO REACH FROM THE LYBROOK GAS PLANT ENTRANCE GO WESTERLY
 GN0613'ON STATE ROAD 44, 2.8 MILES TO THE STATION ON THE LEFT.  THE
 GN0613'STATION IS 175 FEET SOUTH OF THE CENTERLINE OF STATE ROAD
 GN0613'44 ON A DEEP ROADWAY CUT.
 GN0613'
 GN0613'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION DISK
 GN0613'SET IN A DRILL HOLE IN A SANDSTONE OUTCROP AND STAMPED 3610735003,
 GN0613'1975.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0598 ***********************************************************************
 GN0598  DESIGNATION -  3610735004
 GN0598  PID         -  GN0598
 GN0598  STATE/COUNTY-  NM/RIO ARRIBA
 GN0598  USGS QUAD   -  CROW MESA EAST (1985)
 GN0598
 GN0598                         *CURRENT SURVEY CONTROL
 GN0598  ___________________________________________________________________
 GN0598* NAD 83(1992)-  36 15 09.19836(N)    107 36 41.05754(W)     ADJUSTED  
 GN0598* NAVD 88     -      2139.2    (meters)    7018.     (feet)  VERTCON   
 GN0598  ___________________________________________________________________
 GN0598  LAPLACE CORR-           2.71  (seconds)                    DEFLEC99
 GN0598  GEOID HEIGHT-         -20.46  (meters)                     GEOID03
 GN0598
 GN0598  HORZ ORDER  -  SECOND
 GN0598
 GN0598.The horizontal coordinates were established by classical geodetic methods
 GN0598.and adjusted by the National Geodetic Survey in December 1993..
 GN0598
 GN0598.The NAVD 88 height was computed by applying the VERTCON shift value to
 GN0598.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GN0598
 GN0598.The Laplace correction was computed from DEFLEC99 derived deflections.
 GN0598
 GN0598.The geoid height was determined by GEOID03.
 GN0598
 GN0598;                    North         East     Units Scale Factor Converg.
 GN0598;SPC NM C     -   583,393.588   377,652.036   MT  1.00008438   -0 48 18.6
 GN0598;SPC NM C     - 1,914,017.13  1,239,013.39   sFT  1.00008438   -0 48 18.6
 GN0598;UTM  13      - 4,015,124.278   265,368.383   MT  1.00027836   -1 32 41.8
 GN0598
 GN0598!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GN0598!SPC NM C     -   0.99966758  x   1.00008438  =   0.99975193
 GN0598!UTM  13      -   0.99966758  x   1.00027836  =   0.99994585
 GN0598
 GN0598:                Primary Azimuth Mark                     Grid Az
 GN0598:SPC NM C     -  3610735005                               294 57 32.1
 GN0598:UTM  13      -  3610735005                               295 41 55.3
 GN0598
 GN0598|---------------------------------------------------------------------|
 GN0598| PID    Reference Object                     Distance      Geod. Az  |
 GN0598|                                                           dddmmss.s |
 GN0598| GN0601 3610735005                          APPROX. 1.9 KM 2940913.5 |
 GN0598|---------------------------------------------------------------------|
 GN0598
 GN0598                          SUPERSEDED SURVEY CONTROL
 GN0598
 GN0598  NAD 83(1986)-  36 15 09.19555(N)    107 36 41.06180(W) AD(       ) 2
 GN0598  NAD 27      -  36 15 09.15048(N)    107 36 38.87422(W) AD(       ) 2
 GN0598  NGVD 29 (07/19/86) 2138.1    (m)         7015.     (f) VERT ANG       
 GN0598
 GN0598.Superseded values are not recommended for survey control.
 GN0598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0598.See file dsdata.txt to determine how the superseded data were derived.
 GN0598
 GN0598_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBA6536815124(NAD 83)
 GN0598_MARKER: DD = SURVEY DISK
 GN0598_SETTING: 0 = UNSPECIFIED SETTING
 GN0598_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GN0598
 GN0598  HISTORY     - Date     Condition        Report By
 GN0598  HISTORY     - 1975     MONUMENTED       NMHD
 GN0598
 GN0598                          STATION DESCRIPTION
 GN0598
 GN0598'DESCRIBED BY NM HIGHWAY DEPT 1975 (CWW)
 GN0598'THE STATION IS LOCATED IN RIO ARRIBA COUNTY, NEW MEXICO
 GN0598'ALONG STATE ROAD 44, 3.5 AIRMILES WEST-NORTHWEST OF LYBROOKS
 GN0598'TRADING POST AND 7.3 AIRMILES EAST OF THE NAGEEZI TRADING POST.
 GN0598'
 GN0598'THE STATION IS AT MILEPOST 106.8.
 GN0598'
 GN0598'TO REACH FROM THE LYBROOK GAS PLANT ENTRANCE GO WESTERLY ON STATE
 GN0598'ROAD 44, 4.2 MILES TO THE STATION ON THE RIGHT.  THE STATION IS 106
 GN0598'FEET NORTH OF THE CENTERLINE OF STATE ROAD 44 AND 5 FEET NORTH OF
 GN0598'THE RIGHT OF WAY FENCE.
 GN0598'
 GN0598'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION DISK
 GN0598'SET IN A CONCRETE POST PROJECTING ABOUT SIX INCHES ABOVE THE
 GN0598'GROUND AND STAMPED 3610735004, 1975.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0601 ***********************************************************************
 GN0601  DESIGNATION -  3610735005
 GN0601  PID         -  GN0601
 GN0601  STATE/COUNTY-  NM/SAN JUAN
 GN0601  USGS QUAD   -  CROW MESA WEST (1985)
 GN0601
 GN0601                         *CURRENT SURVEY CONTROL
 GN0601  ___________________________________________________________________
 GN0601* NAD 83(1992)-  36 15 34.12074(N)    107 37 49.69353(W)     ADJUSTED  
 GN0601* NAVD 88     -      2122.7    (meters)    6964.     (feet)  VERTCON   
 GN0601  ___________________________________________________________________
 GN0601  LAPLACE CORR-           3.01  (seconds)                    DEFLEC99
 GN0601  GEOID HEIGHT-         -20.48  (meters)                     GEOID03
 GN0601
 GN0601  HORZ ORDER  -  SECOND
 GN0601
 GN0601.The horizontal coordinates were established by classical geodetic methods
 GN0601.and adjusted by the National Geodetic Survey in December 1993..
 GN0601
 GN0601.The NAVD 88 height was computed by applying the VERTCON shift value to
 GN0601.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GN0601
 GN0601.The Laplace correction was computed from DEFLEC99 derived deflections.
 GN0601
 GN0601.The geoid height was determined by GEOID03.
 GN0601
 GN0601;                    North         East     Units Scale Factor Converg.
 GN0601;SPC NM W     -   583,330.863   848,229.254   MT  0.99992076   +0 07 11.9
 GN0601;SPC NM W     - 1,913,811.34  2,782,898.81   sFT  0.99992076   +0 07 11.9
 GN0601;UTM  13      - 4,015,938.785   263,675.872   MT  1.00028818   -1 33 23.4
 GN0601
 GN0601!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GN0601!SPC NM W     -   0.99967017  x   0.99992076  =   0.99959096
 GN0601!UTM  13      -   0.99967017  x   1.00028818  =   0.99995826
 GN0601
 GN0601:                Primary Azimuth Mark                     Grid Az
 GN0601:SPC NM W     -  3610735006                               284 33 20.5
 GN0601:UTM  13      -  3610735006                               286 13 55.8
 GN0601
 GN0601|---------------------------------------------------------------------|
 GN0601| PID    Reference Object                     Distance      Geod. Az  |
 GN0601|                                                           dddmmss.s |
 GN0601| GN0602 3610735006                          APPROX. 1.0 KM 2844032.4 |
 GN0601|---------------------------------------------------------------------|
 GN0601
 GN0601                          SUPERSEDED SURVEY CONTROL
 GN0601
 GN0601  NAD 83(1986)-  36 15 34.11779(N)    107 37 49.69783(W) AD(       ) 2
 GN0601  NAD 27      -  36 15 34.07346(N)    107 37 47.50706(W) AD(       ) 2
 GN0601  NGVD 29 (07/19/86) 2121.6    (m)         6961.     (f) VERT ANG       
 GN0601
 GN0601.Superseded values are not recommended for survey control.
 GN0601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0601.See file dsdata.txt to determine how the superseded data were derived.
 GN0601
 GN0601_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBA6367615939(NAD 83)
 GN0601_MARKER: DD = SURVEY DISK
 GN0601_SETTING: 0 = UNSPECIFIED SETTING
 GN0601_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GN0601
 GN0601  HISTORY     - Date     Condition        Report By
 GN0601  HISTORY     - 1975     MONUMENTED       NMHD
 GN0601
 GN0601                          STATION DESCRIPTION
 GN0601
 GN0601'DESCRIBED BY NM HIGHWAY DEPT 1975 (CWW)
 GN0601'THE STATION IS LOCATED IN SAN JUAN COUNTY, NEW MEXICO
 GN0601'ALONG STATE ROAD 44, 4.7 AIRMILES WEST-NORTHWEST OF LYBROOKS
 GN0601'TRADING POST AND 6.2 AIRMILES EAST OF THE NAGEEZI TRADING POST.
 GN0601'
 GN0601'THE STATION IS AT MILEPOST 107.9.
 GN0601'
 GN0601'TO REACH FROM THE LYBROOK GAS PLANT ENTRANCE GO WESTERLY ON STATE
 GN0601'ROAD 44, 5.4 MILES TO THE STATION ON THE LEFT.  THE
 GN0601'STATION IS 212 FEET SOUTH OF THE CENTERLINE OF STATE ROAD
 GN0601'44 AND 112 FEET SOUTH OF THE RIGHT OF WAY FENCE ON A SMALL KNOLL.
 GN0601'
 GN0601'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 GN0601'DISK SET IN A CONCRETE POST PROJECTING ABOUT SIX INCHES ABOVE THE
 GN0601'GROUND AND STAMPED 3610735005, 1975.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0602 ***********************************************************************
 GN0602  DESIGNATION -  3610735006
 GN0602  PID         -  GN0602
 GN0602  STATE/COUNTY-  NM/SAN JUAN
 GN0602  USGS QUAD   -  CROW MESA WEST (1985)
 GN0602
 GN0602                         *CURRENT SURVEY CONTROL
 GN0602  ___________________________________________________________________
 GN0602* NAD 83(1992)-  36 15 42.29525(N)    107 38 28.24350(W)     ADJUSTED  
 GN0602* NAVD 88     -      2139.3    (meters)    7019.     (feet)  VERTCON   
 GN0602  ___________________________________________________________________
 GN0602  LAPLACE CORR-           2.94  (seconds)                    DEFLEC99
 GN0602  GEOID HEIGHT-         -20.50  (meters)                     GEOID03
 GN0602
 GN0602  HORZ ORDER  -  SECOND
 GN0602
 GN0602.The horizontal coordinates were established by classical geodetic methods
 GN0602.and adjusted by the National Geodetic Survey in December 1993..
 GN0602
 GN0602.The NAVD 88 height was computed by applying the VERTCON shift value to
 GN0602.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GN0602
 GN0602.The Laplace correction was computed from DEFLEC99 derived deflections.
 GN0602
 GN0602.The geoid height was determined by GEOID03.
 GN0602
 GN0602;                    North         East     Units Scale Factor Converg.
 GN0602;SPC NM W     -   583,580.846   847,266.503   MT  0.99992034   +0 06 49.2
 GN0602;SPC NM W     - 1,914,631.49  2,779,740.19   sFT  0.99992034   +0 06 49.2
 GN0602;UTM  13      - 4,016,216.931   262,720.494   MT  1.00029375   -1 33 46.5
 GN0602
 GN0602!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GN0602!SPC NM W     -   0.99966757  x   0.99992034  =   0.99958794
 GN0602!UTM  13      -   0.99966757  x   1.00029375  =   0.99996123
 GN0602
 GN0602:                Primary Azimuth Mark                     Grid Az
 GN0602:SPC NM W     -  3610735007                               237 28 02.3
 GN0602:UTM  13      -  3610735007                               239 08 38.0
 GN0602
 GN0602|---------------------------------------------------------------------|
 GN0602| PID    Reference Object                     Distance      Geod. Az  |
 GN0602|                                                           dddmmss.s |
 GN0602| GN0603 3610735007                          APPROX. 2.3 KM 2373451.5 |
 GN0602|---------------------------------------------------------------------|
 GN0602
 GN0602                          SUPERSEDED SURVEY CONTROL
 GN0602
 GN0602  NAD 83(1986)-  36 15 42.29223(N)    107 38 28.24781(W) AD(       ) 2
 GN0602  NAD 27      -  36 15 42.24809(N)    107 38 26.05566(W) AD(       ) 2
 GN0602  NGVD 29 (07/19/86) 2138.2    (m)         7015.     (f) VERT ANG       
 GN0602
 GN0602.Superseded values are not recommended for survey control.
 GN0602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0602.See file dsdata.txt to determine how the superseded data were derived.
 GN0602
 GN0602_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBA6272016217(NAD 83)
 GN0602_MARKER: DD = SURVEY DISK
 GN0602_SETTING: 0 = UNSPECIFIED SETTING
 GN0602_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GN0602
 GN0602  HISTORY     - Date     Condition        Report By
 GN0602  HISTORY     - 1975     MONUMENTED       NMHD
 GN0602
 GN0602                          STATION DESCRIPTION
 GN0602
 GN0602'DESCRIBED BY NM HIGHWAY DEPT 1975 (CWW)
 GN0602'THE STATION IS LOCATED IN SAN JUAN COUNTY, NEW MEXICO
 GN0602'ALONG STATE ROAD 44, 5.3 AIRMILES WEST-NORTHWEST OF LYBROOKS
 GN0602'TRADING POST AND 5.6 AIRMILES EAST OF THE NAGEEZI TRADING POST.
 GN0602'
 GN0602'THE STATION IS AT MILEPOST 108.6.
 GN0602'
 GN0602'TO REACH FROM THE LYBROOK GAS PLANT ENTRANCE GO WESTERLY ON STATE
 GN0602'ROAD 44, 6.1 MILES TO THE STATION ON THE RIGHT.  THE STATION IS 165
 GN0602'FEET NORTH OF THE CENTERLINE OF STATE ROAD 44 AND 64 FEET NORTH
 GN0602'OF THE RIGHT OF WAY FENCE.
 GN0602'
 GN0602'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 GN0602'DISK SET IN A CONCRETE POST PROJECTING ABOUT SIX INCHES ABOVE THE
 GN0602'GROUND AND STAMPED 3610735006, 1975.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0603 ***********************************************************************
 GN0603  DESIGNATION -  3610735007
 GN0603  PID         -  GN0603
 GN0603  STATE/COUNTY-  NM/SAN JUAN
 GN0603  USGS QUAD   -  CROW MESA WEST (1985)
 GN0603
 GN0603                         *CURRENT SURVEY CONTROL
 GN0603  ___________________________________________________________________
 GN0603* NAD 83(1992)-  36 15 01.98005(N)    107 39 46.60265(W)     ADJUSTED  
 GN0603* NAVD 88     -      2149.3    (meters)    7051.     (feet)  VERTCON   
 GN0603  ___________________________________________________________________
 GN0603  LAPLACE CORR-           2.67  (seconds)                    DEFLEC99
 GN0603  GEOID HEIGHT-         -20.53  (meters)                     GEOID03
 GN0603
 GN0603  HORZ ORDER  -  SECOND
 GN0603
 GN0603.The horizontal coordinates were established by classical geodetic methods
 GN0603.and adjusted by the National Geodetic Survey in December 1993..
 GN0603
 GN0603.The NAVD 88 height was computed by applying the VERTCON shift value to
 GN0603.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GN0603
 GN0603.The Laplace correction was computed from DEFLEC99 derived deflections.
 GN0603
 GN0603.The geoid height was determined by GEOID03.
 GN0603
 GN0603;                    North         East     Units Scale Factor Converg.
 GN0603;SPC NM W     -   582,334.641   845,312.813   MT  0.99991955   +0 06 02.7
 GN0603;SPC NM W     - 1,910,542.90  2,773,330.45   sFT  0.99991955   +0 06 02.7
 GN0603;UTM  13      - 4,015,027.962   260,730.428   MT  1.00030544   -1 34 31.4
 GN0603
 GN0603!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GN0603!SPC NM W     -   0.99966601  x   0.99991955  =   0.99958559
 GN0603!UTM  13      -   0.99966601  x   1.00030544  =   0.99997135
 GN0603
 GN0603:                Primary Azimuth Mark                     Grid Az
 GN0603:SPC NM W     -  3610735008                               256 39 20.7
 GN0603:UTM  13      -  3610735008                               258 19 54.8
 GN0603
 GN0603|---------------------------------------------------------------------|
 GN0603| PID    Reference Object                     Distance      Geod. Az  |
 GN0603|                                                           dddmmss.s |
 GN0603| GN0617 3610735008                          APPROX. 3.9 KM 2564523.4 |
 GN0603|---------------------------------------------------------------------|
 GN0603
 GN0603                          SUPERSEDED SURVEY CONTROL
 GN0603
 GN0603  NAD 83(1986)-  36 15 01.97691(N)    107 39 46.60680(W) AD(       ) 2
 GN0603  NAD 27      -  36 15 01.93207(N)    107 39 44.41115(W) AD(       ) 2
 GN0603  NGVD 29 (07/19/86) 2148.2    (m)         7048.     (f) VERT ANG       
 GN0603
 GN0603.Superseded values are not recommended for survey control.
 GN0603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0603.See file dsdata.txt to determine how the superseded data were derived.
 GN0603
 GN0603_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBA6073015028(NAD 83)
 GN0603_MARKER: DD = SURVEY DISK
 GN0603_SETTING: 0 = UNSPECIFIED SETTING
 GN0603_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GN0603
 GN0603  HISTORY     - Date     Condition        Report By
 GN0603  HISTORY     - 1975     MONUMENTED       NMHD
 GN0603
 GN0603                          STATION DESCRIPTION
 GN0603
 GN0603'DESCRIBED BY NM HIGHWAY DEPT 1975 (CWW)
 GN0603'THE STATION IS LOCATED IN SAN JUAN COUNTY, NEW MEXICO ALONG STATE
 GN0603'ROAD 44, 21.1 AIRMILES NORTH-NORTHWEST OF THE HUERFANO TRADING POST
 GN0603'AND 1.5 AIRMILES SOUTH OF BLOOMFIELD, NEW MEXICO.
 GN0603'
 GN0603'THE STATION IS AT MILEPOST 150.1.
 GN0603'
 GN0603'TO REACH FROM THE INTERSECTION OF STATE ROAD 44 AND U.S. 64 IN
 GN0603'BLOOMFIELD, NEW MEXICO GO SOUTH ON STATE ROAD 44, 1.6 MILES TO THE
 GN0603'STATION ON THE LEFT.  THE STATION IS 97 FEET EAST OF THE CENTERLINE
 GN0603'OF STATE ROAD 44, 5 FEET WEST OF THE RIGHT OF WAY FENCE NEAR THE
 GN0603'TURNOFF TO THE SOUTHERN UNION GAS COMPRESSOR STATION.
 GN0603'
 GN0603'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 GN0603'DISK SET IN A CONCRETE POST PROJECTING ABOUT SIX INCHES ABOVE THE
 GN0603'GROUND AND STAMPED 3610735007, 1975.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0617 ***********************************************************************
 GN0617  DESIGNATION -  3610735008
 GN0617  PID         -  GN0617
 GN0617  STATE/COUNTY-  NM/SAN JUAN
 GN0617  USGS QUAD   -  LYBROOK NW (1966)
 GN0617
 GN0617                         *CURRENT SURVEY CONTROL
 GN0617  ___________________________________________________________________
 GN0617* NAD 83(1992)-  36 14 32.86314(N)    107 42 19.18814(W)     ADJUSTED  
 GN0617* NAVD 88     -      2109.2    (meters)    6920.     (feet)  VERTCON   
 GN0617  ___________________________________________________________________
 GN0617  LAPLACE CORR-           2.72  (seconds)                    DEFLEC99
 GN0617  GEOID HEIGHT-         -20.59  (meters)                     GEOID03
 GN0617
 GN0617  HORZ ORDER  -  SECOND
 GN0617
 GN0617.The horizontal coordinates were established by classical geodetic methods
 GN0617.and adjusted by the National Geodetic Survey in December 1993..
 GN0617
 GN0617.The NAVD 88 height was computed by applying the VERTCON shift value to
 GN0617.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GN0617
 GN0617.The Laplace correction was computed from DEFLEC99 derived deflections.
 GN0617
 GN0617.The geoid height was determined by GEOID03.
 GN0617
 GN0617;                    North         East     Units Scale Factor Converg.
 GN0617;SPC NM W     -   581,431.373   841,504.861   MT  0.99991830   +0 04 32.4
 GN0617;SPC NM W     - 1,907,579.43  2,760,837.20   sFT  0.99991830   +0 04 32.4
 GN0617;UTM  13      - 4,014,236.139   256,896.162   MT  1.00032824   -1 36 00.7
 GN0617
 GN0617!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GN0617!SPC NM W     -   0.99967231  x   0.99991830  =   0.99959064
 GN0617!UTM  13      -   0.99967231  x   1.00032824  =   1.00000044
 GN0617
 GN0617:                Primary Azimuth Mark                     Grid Az
 GN0617:SPC NM W     -  3610735009                               253 04 12.6
 GN0617:UTM  13      -  3610735009                               254 44 45.7
 GN0617
 GN0617|---------------------------------------------------------------------|
 GN0617| PID    Reference Object                     Distance      Geod. Az  |
 GN0617|                                                           dddmmss.s |
 GN0617| GN0618 3610735009                          APPROX. 0.9 KM 2530845.0 |
 GN0617|---------------------------------------------------------------------|
 GN0617
 GN0617                          SUPERSEDED SURVEY CONTROL
 GN0617
 GN0617  NAD 83(1986)-  36 14 32.85975(N)    107 42 19.19219(W) AD(       ) 2
 GN0617  NAD 27      -  36 14 32.81371(N)    107 42 16.98997(W) AD(       ) 2
 GN0617  NGVD 29 (07/19/86) 2108.1    (m)         6916.     (f) VERT ANG       
 GN0617
 GN0617.Superseded values are not recommended for survey control.
 GN0617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0617.See file dsdata.txt to determine how the superseded data were derived.
 GN0617
 GN0617_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBA5689614236(NAD 83)
 GN0617_MARKER: DD = SURVEY DISK
 GN0617_SETTING: 0 = UNSPECIFIED SETTING
 GN0617_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GN0617
 GN0617  HISTORY     - Date     Condition        Report By
 GN0617  HISTORY     - 1975     MONUMENTED       NMHD
 GN0617
 GN0617                          STATION DESCRIPTION
 GN0617
 GN0617'DESCRIBED BY NM HIGHWAY DEPT 1975 (CWW)
 GN0617'THE STATION IS LOCATED IN SAN JUAN COUNTY, NEW MEXICO ALONG STATE
 GN0617'ROAD 44, 8.5 AIRMILES WEST OF LYBROOKS TRADING POST AND 2.6
 GN0617'AIRMILES SOUTHEAST OF NAGEEZI TRADING POST.
 GN0617'
 GN0617'THE STATION IS AT MILEPOST 112.5.
 GN0617'
 GN0617'TO REACH FROM THE NAGEEZI TRADING POST GO SOUTHEAST ON STATE ROAD
 GN0617'44, 3.3 MILES TO THE STATION ON THE LEFT.  THE STATION IS 176
 GN0617'FEET NORTH OF THE CENTERLINE OF STATE ROAD 44 ON A SMALL KNOLL ON A
 GN0617'SANDSTONE OUTCROP.
 GN0617'
 GN0617'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION DISK
 GN0617'SET IN A CONCRETE POST PROJECTING ABOUT SIX INCHES ABOVE THE GROUND
 GN0617'AND STAMPED 3610735007, 1975.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0618 ***********************************************************************
 GN0618  DESIGNATION -  3610735009
 GN0618  PID         -  GN0618
 GN0618  STATE/COUNTY-  NM/SAN JUAN
 GN0618  USGS QUAD   -  LYBROOK NW (1966)
 GN0618
 GN0618                         *CURRENT SURVEY CONTROL
 GN0618  ___________________________________________________________________
 GN0618* NAD 83(1992)-  36 14 24.55568(N)    107 42 53.03351(W)     ADJUSTED  
 GN0618* NAVD 88     -      2092.6    (meters)    6865.     (feet)  VERTCON   
 GN0618  ___________________________________________________________________
 GN0618  LAPLACE CORR-           2.83  (seconds)                    DEFLEC99
 GN0618  GEOID HEIGHT-         -20.61  (meters)                     GEOID03
 GN0618
 GN0618  HORZ ORDER  -  SECOND
 GN0618
 GN0618.The horizontal coordinates were established by classical geodetic methods
 GN0618.and adjusted by the National Geodetic Survey in December 1993..
 GN0618
 GN0618.The NAVD 88 height was computed by applying the VERTCON shift value to
 GN0618.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GN0618
 GN0618.The Laplace correction was computed from DEFLEC99 derived deflections.
 GN0618
 GN0618.The geoid height was determined by GEOID03.
 GN0618
 GN0618;                    North         East     Units Scale Factor Converg.
 GN0618;SPC NM W     -   581,174.257   840,660.174   MT  0.99991807   +0 04 12.4
 GN0618;SPC NM W     - 1,906,735.87  2,758,065.92   sFT  0.99991807   +0 04 12.4
 GN0618;UTM  13      - 4,014,003.739   256,043.965   MT  1.00033335   -1 36 20.4
 GN0618
 GN0618!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GN0618!SPC NM W     -   0.99967492  x   0.99991807  =   0.99959301
 GN0618!UTM  13      -   0.99967492  x   1.00033335  =   1.00000816
 GN0618
 GN0618:                Primary Azimuth Mark                     Grid Az
 GN0618:SPC NM W     -  3610735010                               298 07 39.2
 GN0618:UTM  13      -  3610735010                               299 48 12.0
 GN0618
 GN0618|---------------------------------------------------------------------|
 GN0618| PID    Reference Object                     Distance      Geod. Az  |
 GN0618|                                                           dddmmss.s |
 GN0618| GN0604 3610735010                          APPROX. 2.4 KM 2981151.6 |
 GN0618|---------------------------------------------------------------------|
 GN0618
 GN0618                          SUPERSEDED SURVEY CONTROL
 GN0618
 GN0618  NAD 83(1986)-  36 14 24.55224(N)    107 42 53.03753(W) AD(       ) 2
 GN0618  NAD 27      -  36 14 24.50597(N)    107 42 50.83418(W) AD(       ) 2
 GN0618  NGVD 29 (07/19/86) 2091.5    (m)         6862.     (f) VERT ANG       
 GN0618
 GN0618.Superseded values are not recommended for survey control.
 GN0618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0618.See file dsdata.txt to determine how the superseded data were derived.
 GN0618
 GN0618_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBA5604414004(NAD 83)
 GN0618_MARKER: DD = SURVEY DISK
 GN0618_SETTING: 0 = UNSPECIFIED SETTING
 GN0618_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GN0618
 GN0618  HISTORY     - Date     Condition        Report By
 GN0618  HISTORY     - 1975     MONUMENTED       NMHD
 GN0618
 GN0618                          STATION DESCRIPTION
 GN0618
 GN0618'DESCRIBED BY NM HIGHWAY DEPT 1975 (CWW)
 GN0618'THE STATION IS LOCATED IN SAN JUAN COUNTY, NEW MEXICO ALONG STATE
 GN0618'ROAD 44, 9.0 AIRMILES WEST OF LYBROOKS TRADING POST AND 2.3
 GN0618'AIRMILES SOUTHEAST OF NAGEEZI TRADING POST.
 GN0618'
 GN0618'THE STATION IS AT MILEPOST 113.1.
 GN0618'
 GN0618'TO REACH FROM THE NAGEEZI TRADING POST GO SOUTHEAST ON STATE ROAD
 GN0618'44, 2.7 MILES TO THE STATION ON THE LEFT.  THE STATION IS 86 FEET
 GN0618'NORTH OF THE CENTERLINE OF STATE ROAD 44 ON A SMALL KNOLL ON A
 GN0618'SANDSTONE OUTCROP.
 GN0618'
 GN0618'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION DISK
 GN0618'SET IN A CONCRETE POST PROJECTING ABOUT SIX INCHES ABOVE THE GROUND
 GN0618'AND STAMPED 3610735009, 1975.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0604 ***********************************************************************
 GN0604  DESIGNATION -  3610735010
 GN0604  PID         -  GN0604
 GN0604  STATE/COUNTY-  NM/SAN JUAN
 GN0604  USGS QUAD   -  CROW MESA WEST (1985)
 GN0604
 GN0604                         *CURRENT SURVEY CONTROL
 GN0604  ___________________________________________________________________
 GN0604* NAD 83(1992)-  36 15 00.73454(N)    107 44 16.36281(W)     ADJUSTED  
 GN0604* NAVD 88     -      2095.0    (meters)    6873.     (feet)  VERTCON   
 GN0604  ___________________________________________________________________
 GN0604  LAPLACE CORR-           2.67  (seconds)                    DEFLEC99
 GN0604  GEOID HEIGHT-         -20.63  (meters)                     GEOID03
 GN0604
 GN0604  HORZ ORDER  -  SECOND
 GN0604
 GN0604.The horizontal coordinates were established by classical geodetic methods
 GN0604.and adjusted by the National Geodetic Survey in December 1993..
 GN0604
 GN0604.The NAVD 88 height was computed by applying the VERTCON shift value to
 GN0604.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GN0604
 GN0604.The Laplace correction was computed from DEFLEC99 derived deflections.
 GN0604
 GN0604.The geoid height was determined by GEOID03.
 GN0604
 GN0604;                    North         East     Units Scale Factor Converg.
 GN0604;SPC NM W     -   582,287.016   838,578.572   MT  0.99991757   +0 03 23.2
 GN0604;SPC NM W     - 1,910,386.65  2,751,236.53   sFT  0.99991757   +0 03 23.2
 GN0604;UTM  13      - 4,015,177.398   253,994.935   MT  1.00034572   -1 37 11.1
 GN0604
 GN0604!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GN0604!SPC NM W     -   0.99967455  x   0.99991757  =   0.99959214
 GN0604!UTM  13      -   0.99967455  x   1.00034572  =   1.00002015
 GN0604
 GN0604:                Primary Azimuth Mark                     Grid Az
 GN0604:SPC NM W     -  3610735011                               341 38 12.1
 GN0604:UTM  13      -  3610735011                               343 18 46.4
 GN0604
 GN0604|---------------------------------------------------------------------|
 GN0604| PID    Reference Object                     Distance      Geod. Az  |
 GN0604|                                                           dddmmss.s |
 GN0604| GN0605 3610735011                          APPROX. 1.0 KM 3414135.3 |
 GN0604|---------------------------------------------------------------------|
 GN0604
 GN0604                          SUPERSEDED SURVEY CONTROL
 GN0604
 GN0604  NAD 83(1986)-  36 15 00.73097(N)    107 44 16.36695(W) AD(       ) 2
 GN0604  NAD 27      -  36 15 00.68500(N)    107 44 14.15972(W) AD(       ) 2
 GN0604  NGVD 29 (07/19/86) 2093.9    (m)         6870.     (f) VERT ANG       
 GN0604
 GN0604.Superseded values are not recommended for survey control.
 GN0604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0604.See file dsdata.txt to determine how the superseded data were derived.
 GN0604
 GN0604_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBA5399515177(NAD 83)
 GN0604_MARKER: DD = SURVEY DISK
 GN0604_SETTING: 0 = UNSPECIFIED SETTING
 GN0604_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GN0604
 GN0604  HISTORY     - Date     Condition        Report By
 GN0604  HISTORY     - 1975     MONUMENTED       NMHD
 GN0604
 GN0604                          STATION DESCRIPTION
 GN0604
 GN0604'DESCRIBED BY NM HIGHWAY DEPT 1975 (CWW)
 GN0604'THE STATION IS LOCATED IN SAN JUAN COUNTY, NEW MEXICO
 GN0604'ALONG STATE ROAD 44, 10.4 AIRMILES WEST OF LYBROOKS TRADING POST
 GN0604'AND 1.1 AIRMILES SOUTH OF NAGEEZI TRADING POST.
 GN0604'
 GN0604'THE STATION IS AT MILEPOST 114.7.
 GN0604'
 GN0604'TO REACH FROM THE NAGEEZI TRADING POST GO SOUTH ON STATE ROAD
 GN0604'44, 1.2 MILES TO THE STATION ON THE RIGHT.  THE STATION IS 282 FEET
 GN0604'WEST OF THE CENTERLINE OF STATE ROAD 44 ON A SHALLOW ROADWAY CUT.
 GN0604'
 GN0604'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION DISK
 GN0604'SET IN A CONCRETE POST PROJECTING ABOUT SIX INCHES ABOVE THE GROUND
 GN0604'AND STAMPED 3610735010, 1975.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0605 ***********************************************************************
 GN0605  DESIGNATION -  3610735011
 GN0605  PID         -  GN0605
 GN0605  STATE/COUNTY-  NM/SAN JUAN
 GN0605  USGS QUAD   -  CROW MESA WEST (1985)
 GN0605
 GN0605                         *CURRENT SURVEY CONTROL
 GN0605  ___________________________________________________________________
 GN0605* NAD 83(1992)-  36 15 31.23943(N)    107 44 28.82457(W)     ADJUSTED  
 GN0605* NAVD 88     -      2125.6    (meters)    6974.     (feet)  VERTCON   
 GN0605  ___________________________________________________________________
 GN0605  LAPLACE CORR-           2.66  (seconds)                    DEFLEC99
 GN0605  GEOID HEIGHT-         -20.64  (meters)                     GEOID03
 GN0605
 GN0605  HORZ ORDER  -  SECOND
 GN0605
 GN0605.The horizontal coordinates were established by classical geodetic methods
 GN0605.and adjusted by the National Geodetic Survey in December 1993..
 GN0605
 GN0605.The NAVD 88 height was computed by applying the VERTCON shift value to
 GN0605.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GN0605
 GN0605.The Laplace correction was computed from DEFLEC99 derived deflections.
 GN0605
 GN0605.The geoid height was determined by GEOID03.
 GN0605
 GN0605;                    North         East     Units Scale Factor Converg.
 GN0605;SPC NM W     -   583,226.897   838,266.584   MT  0.99991751   +0 03 15.9
 GN0605;SPC NM W     - 1,913,470.24  2,750,212.95   sFT  0.99991751   +0 03 15.9
 GN0605;UTM  13      - 4,016,126.410   253,710.454   MT  1.00034745   -1 37 19.7
 GN0605
 GN0605!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GN0605!SPC NM W     -   0.99966975  x   0.99991751  =   0.99958728
 GN0605!UTM  13      -   0.99966975  x   1.00034745  =   1.00001708
 GN0605
 GN0605:                Primary Azimuth Mark                     Grid Az
 GN0605:SPC NM W     -  NAGEEZI                                  002 24 22.7
 GN0605:UTM  13      -  NAGEEZI                                  004 04 58.3
 GN0605
 GN0605|---------------------------------------------------------------------|
 GN0605| PID    Reference Object                     Distance      Geod. Az  |
 GN0605|                                                           dddmmss.s |
 GN0605| GN0599 NAGEEZI                             APPROX. 0.8 KM 0022738.6 |
 GN0605|---------------------------------------------------------------------|
 GN0605
 GN0605                          SUPERSEDED SURVEY CONTROL
 GN0605
 GN0605  NAD 83(1986)-  36 15 31.23584(N)    107 44 28.82879(W) AD(       ) 2
 GN0605  NAD 27      -  36 15 31.19050(N)    107 44 26.62097(W) AD(       ) 2
 GN0605  NGVD 29 (07/19/86) 2124.5    (m)         6970.     (f) VERT ANG       
 GN0605
 GN0605.Superseded values are not recommended for survey control.
 GN0605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0605.See file dsdata.txt to determine how the superseded data were derived.
 GN0605
 GN0605_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBA5371016126(NAD 83)
 GN0605_MARKER: DD = SURVEY DISK
 GN0605_SETTING: 0 = UNSPECIFIED SETTING
 GN0605_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GN0605
 GN0605  HISTORY     - Date     Condition        Report By
 GN0605  HISTORY     - 1975     MONUMENTED       NMHD
 GN0605
 GN0605                          STATION DESCRIPTION
 GN0605
 GN0605'DESCRIBED BY NM HIGHWAY DEPT 1975 (CWW)
 GN0605'THE STATION IS LOCATED IN SAN JUAN COUNTY, NEW MEXICO ALONG STATE
 GN0605'ROAD 44, 10.0 AIRMILES WEST OF LYBROOKS TRADING POST AND 0.5
 GN0605'AIRMILES SOUTH OF NAGEEZI TRADING POST.
 GN0605'
 GN0605'THE STATION IS AT MILEPOST 115.25.
 GN0605'
 GN0605'TO REACH FROM THE NAGEEZI TRADING POST GO SOUTH ON STATE ROAD 44,
 GN0605'0.55 MILES TO THE STATION ON THE RIGHT.  THE STATION IS 282 FEET
 GN0605'WEST OF THE CENTERLINE OF STATE ROAD 44 AND TO THE WEST OF A GRAVEL
 GN0605'STOCKPILE.
 GN0605'
 GN0605'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION DISK
 GN0605'SET IN A CONCRETE POST PROJECTING ABOUT SIX INCHES ABOVE THE GROUND
 GN0605'AND STAMPED 3610735011, 1975.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0606 ***********************************************************************
 GN0606  DESIGNATION -  3610735012
 GN0606  PID         -  GN0606
 GN0606  STATE/COUNTY-  NM/SAN JUAN
 GN0606  USGS QUAD   -  CROW MESA WEST (1985)
 GN0606
 GN0606                         *CURRENT SURVEY CONTROL
 GN0606  ___________________________________________________________________
 GN0606* NAD 83(1992)-  36 16 51.13738(N)    107 44 45.58483(W)     ADJUSTED  
 GN0606* NAVD 88     -      2071.9    (meters)    6798.     (feet)  VERTCON   
 GN0606  ___________________________________________________________________
 GN0606  LAPLACE CORR-           2.55  (seconds)                    DEFLEC99
 GN0606  GEOID HEIGHT-         -20.64  (meters)                     GEOID03
 GN0606
 GN0606  HORZ ORDER  -  SECOND
 GN0606
 GN0606.The horizontal coordinates were established by classical geodetic methods
 GN0606.and adjusted by the National Geodetic Survey in December 1993..
 GN0606
 GN0606.The NAVD 88 height was computed by applying the VERTCON shift value to
 GN0606.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GN0606
 GN0606.The Laplace correction was computed from DEFLEC99 derived deflections.
 GN0606
 GN0606.The geoid height was determined by GEOID03.
 GN0606
 GN0606;                    North         East     Units Scale Factor Converg.
 GN0606;SPC NM W     -   585,689.027   837,846.004   MT  0.99991742   +0 03 06.1
 GN0606;SPC NM W     - 1,921,548.08  2,748,833.10   sFT  0.99991742   +0 03 06.1
 GN0606;UTM  13      - 4,018,600.860   253,361.958   MT  1.00034956   -1 37 32.7
 GN0606
 GN0606!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GN0606!SPC NM W     -   0.99967817  x   0.99991742  =   0.99959562
 GN0606!UTM  13      -   0.99967817  x   1.00034956  =   1.00002762
 GN0606
 GN0606:                Primary Azimuth Mark                     Grid Az
 GN0606:SPC NM W     -  3610735013                               326 11 16.3
 GN0606:UTM  13      -  3610735013                               327 51 55.1
 GN0606
 GN0606|---------------------------------------------------------------------|
 GN0606| PID    Reference Object                     Distance      Geod. Az  |
 GN0606|                                                           dddmmss.s |
 GN0606| GN0631 3610735013                          APPROX. 2.7 KM 3261422.4 |
 GN0606|---------------------------------------------------------------------|
 GN0606
 GN0606                          SUPERSEDED SURVEY CONTROL
 GN0606
 GN0606  NAD 83(1986)-  36 16 51.13375(N)    107 44 45.58930(W) AD(       ) 2
 GN0606  NAD 27      -  36 16 51.08983(N)    107 44 43.38068(W) AD(       ) 2
 GN0606  NGVD 29 (07/19/86) 2070.8    (m)         6794.     (f) VERT ANG       
 GN0606
 GN0606.Superseded values are not recommended for survey control.
 GN0606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0606.See file dsdata.txt to determine how the superseded data were derived.
 GN0606
 GN0606_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBA5336218601(NAD 83)
 GN0606_MARKER: DD = SURVEY DISK
 GN0606_SETTING: 0 = UNSPECIFIED SETTING
 GN0606_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GN0606
 GN0606  HISTORY     - Date     Condition        Report By
 GN0606  HISTORY     - 1975     MONUMENTED       NMHD
 GN0606
 GN0606                          STATION DESCRIPTION
 GN0606
 GN0606'DESCRIBED BY NM HIGHWAY DEPT 1975 (CWW)
 GN0606'THE STATION IS LOCATED IN SAN JUAN COUNTY, NEW MEXICO, ALONG STATE
 GN0606'ROAD 44, 1.1 AIRMILES NORTH-NORTHWEST OF NAGEEZI TRADING POST AND
 GN0606'6.5 AIRMILES SOUTHEAST OF BLANCO TRADING POST.
 GN0606'
 GN0606'THE STATION IS AT MILEPOST 116.9.
 GN0606'
 GN0606'TO REACH FROM THE NAGEEZI TRADING POST GO NORTH ON STATE ROAD
 GN0606'44, 1.1 MILES TO THE STATION ON THE LEFT.  THE STATION IS 161 FEET
 GN0606'WEST OF THE CENTERLINE OF STATE ROAD 44 ON A SMALL HILL.
 GN0606'
 GN0606'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION DISK
 GN0606'SET IN A CONCRETE POST PROJECTING ABOUT SIX INCHES ABOVE THE GROUND
 GN0606'AND STAMPED 3610735012, 1975.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0631 ***********************************************************************
 GN0631  DESIGNATION -  3610735013
 GN0631  PID         -  GN0631
 GN0631  STATE/COUNTY-  NM/SAN JUAN
 GN0631  USGS QUAD   -  BLANCO TRADING POST (1966)
 GN0631
 GN0631                         *CURRENT SURVEY CONTROL
 GN0631  ___________________________________________________________________
 GN0631* NAD 83(1992)-  36 18 04.41342(N)    107 45 46.09995(W)     ADJUSTED  
 GN0631* NAVD 88     -      2055.3    (meters)    6743.     (feet)  VERTCON   
 GN0631  ___________________________________________________________________
 GN0631  LAPLACE CORR-           2.28  (seconds)                    DEFLEC99
 GN0631  GEOID HEIGHT-         -20.67  (meters)                     GEOID03
 GN0631
 GN0631  HORZ ORDER  -  SECOND
 GN0631
 GN0631.The horizontal coordinates were established by classical geodetic methods
 GN0631.and adjusted by the National Geodetic Survey in December 1993..
 GN0631
 GN0631.The NAVD 88 height was computed by applying the VERTCON shift value to
 GN0631.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GN0631
 GN0631.The Laplace correction was computed from DEFLEC99 derived deflections.
 GN0631
 GN0631.The geoid height was determined by GEOID03.
 GN0631
 GN0631;                    North         East     Units Scale Factor Converg.
 GN0631;SPC NM W     -   587,946.228   836,334.247   MT  0.99991716   +0 02 30.3
 GN0631;SPC NM W     - 1,928,953.58  2,743,873.28   sFT  0.99991716   +0 02 30.3
 GN0631;UTM  13      - 4,020,902.362   251,916.308   MT  1.00035837   -1 38 11.4
 GN0631
 GN0631!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GN0631!SPC NM W     -   0.99968078  x   0.99991716  =   0.99959796
 GN0631!UTM  13      -   0.99968078  x   1.00035837  =   1.00003903
 GN0631
 GN0631:                Primary Azimuth Mark                     Grid Az
 GN0631:SPC NM W     -  OTIS                                     319 05 19.9
 GN0631:UTM  13      -  OTIS                                     320 46 01.6
 GN0631
 GN0631|---------------------------------------------------------------------|
 GN0631| PID    Reference Object                     Distance      Geod. Az  |
 GN0631|                                                           dddmmss.s |
 GN0631| GN0629 OTIS                                APPROX. 2.1 KM 3190750.2 |
 GN0631|---------------------------------------------------------------------|
 GN0631
 GN0631                          SUPERSEDED SURVEY CONTROL
 GN0631
 GN0631  NAD 83(1986)-  36 18 04.40966(N)    107 45 46.10459(W) AD(       ) 2
 GN0631  NAD 27      -  36 18 04.36655(N)    107 45 43.89363(W) AD(       ) 2
 GN0631  NGVD 29 (07/19/86) 2054.2    (m)         6739.     (f) VERT ANG       
 GN0631
 GN0631.Superseded values are not recommended for survey control.
 GN0631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0631.See file dsdata.txt to determine how the superseded data were derived.
 GN0631
 GN0631_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBA5191620902(NAD 83)
 GN0631_MARKER: DD = SURVEY DISK
 GN0631_SETTING: 0 = UNSPECIFIED SETTING
 GN0631_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GN0631
 GN0631  HISTORY     - Date     Condition        Report By
 GN0631  HISTORY     - 1975     MONUMENTED       NMHD
 GN0631
 GN0631                          STATION DESCRIPTION
 GN0631
 GN0631'DESCRIBED BY NM HIGHWAY DEPT 1975 (CWW)
 GN0631'THE STATION IS LOCATED IN SAN JUAN COUNTY, NEW MEXICO ALONG STATE
 GN0631'ROAD 44, 2.7 AIRMILES NORTH-NORTHWEST OF NAGEEZI TRADING POST AND
 GN0631'4.8 AIRMILES SOUTHEAST OF BLANCO TRADING POST.
 GN0631'
 GN0631'THE STATION IS AT MILEPOST 118.4.
 GN0631'
 GN0631'TO REACH FROM THE NAGEEZI TRADING POST GO NORTH ON STATE ROAD
 GN0631'44, 2.8 MILES TO THE STATION ON THE RIGHT.  THE STATION IS 145 FEET
 GN0631'EAST OF THE CENTERLINE OF STATE ROAD 44 ON A SMALL SANDY HILL.
 GN0631'
 GN0631'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION DISK
 GN0631'SET IN A CONCRETE POST PROJECTING ABOUT SIX INCHES ABOVE THE GROUND
 GN0631'AND STAMPED 3610735013, 1975.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0632 ***********************************************************************
 GN0632  DESIGNATION -  3610735014
 GN0632  PID         -  GN0632
 GN0632  STATE/COUNTY-  NM/SAN JUAN
 GN0632  USGS QUAD   -  BLANCO TRADING POST (1966)
 GN0632
 GN0632                         *CURRENT SURVEY CONTROL
 GN0632  ___________________________________________________________________
 GN0632* NAD 83(1992)-  36 19 53.70389(N)    107 47 09.26732(W)     ADJUSTED  
 GN0632* NAVD 88     -      2027.8    (meters)    6653.     (feet)  VERTCON   
 GN0632  ___________________________________________________________________
 GN0632  LAPLACE CORR-           1.94  (seconds)                    DEFLEC99
 GN0632  GEOID HEIGHT-         -20.71  (meters)                     GEOID03
 GN0632
 GN0632  HORZ ORDER  -  SECOND
 GN0632
 GN0632.The horizontal coordinates were established by classical geodetic methods
 GN0632.and adjusted by the National Geodetic Survey in December 1993..
 GN0632
 GN0632.The NAVD 88 height was computed by applying the VERTCON shift value to
 GN0632.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GN0632
 GN0632.The Laplace correction was computed from DEFLEC99 derived deflections.
 GN0632
 GN0632.The geoid height was determined by GEOID03.
 GN0632
 GN0632;                    North         East     Units Scale Factor Converg.
 GN0632;SPC NM W     -   591,313.406   834,257.753   MT  0.99991689   +0 01 41.2
 GN0632;SPC NM W     - 1,940,000.73  2,737,060.64   sFT  0.99991689   +0 01 41.2
 GN0632;UTM  13      - 4,024,330.464   249,938.471   MT  1.00037051   -1 39 05.0
 GN0632
 GN0632!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GN0632!SPC NM W     -   0.99968510  x   0.99991689  =   0.99960202
 GN0632!UTM  13      -   0.99968510  x   1.00037051  =   1.00005549
 GN0632
 GN0632:                Primary Azimuth Mark                     Grid Az
 GN0632:SPC NM W     -  3610735015                               332 47 32.2
 GN0632:UTM  13      -  3610735015                               334 28 18.4
 GN0632
 GN0632|---------------------------------------------------------------------|
 GN0632| PID    Reference Object                     Distance      Geod. Az  |
 GN0632|                                                           dddmmss.s |
 GN0632| GN0633 3610735015                          APPROX. 2.3 KM 3324913.4 |
 GN0632|---------------------------------------------------------------------|
 GN0632
 GN0632                          SUPERSEDED SURVEY CONTROL
 GN0632
 GN0632  NAD 83(1986)-  36 19 53.69995(N)    107 47 09.27223(W) AD(       ) 2
 GN0632  NAD 27      -  36 19 53.65812(N)    107 47 07.05835(W) AD(       ) 2
 GN0632  NGVD 29 (07/19/86) 2026.7    (m)         6649.     (f) VERT ANG       
 GN0632
 GN0632.Superseded values are not recommended for survey control.
 GN0632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0632.See file dsdata.txt to determine how the superseded data were derived.
 GN0632
 GN0632_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBA4993824330(NAD 83)
 GN0632_MARKER: DD = SURVEY DISK
 GN0632_SETTING: 0 = UNSPECIFIED SETTING
 GN0632_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GN0632
 GN0632  HISTORY     - Date     Condition        Report By
 GN0632  HISTORY     - 1975     MONUMENTED       NMHD
 GN0632
 GN0632                          STATION DESCRIPTION
 GN0632
 GN0632'DESCRIBED BY NM HIGHWAY DEPT 1975 (CWW)
 GN0632'THE STATION IS LOCATED IN SAN JUAN COUNTY, NEW MEXICO ALONG STATE
 GN0632'ROAD 44, 5.2 AIRMILES NORTH-NORTHWEST OF NAGEEZI TRADING POST AND
 GN0632'2.4 AIRMILES SOUTHEAST OF BLANCO TRADING POST.
 GN0632'
 GN0632'THE STATION IS AT MILEPOST 121.0.
 GN0632'
 GN0632'TO REACH FROM THE BLANCO TRADING POST GO SOUTH ON STATE ROAD
 GN0632'44, 2.5 MILES TO THE STATION ON THE LEFT.  THE STATION IS 94 FEET
 GN0632'EAST OF THE CENTERLINE OF STATE ROAD 44.
 GN0632'
 GN0632'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION DISK
 GN0632'SET IN A CONCRETE POST PROJECTING ABOUT SIX INCHES ABOVE THE GROUND
 GN0632'AND STAMPED 3610735014, 1975.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0633 ***********************************************************************
 GN0633  DESIGNATION -  3610735015
 GN0633  PID         -  GN0633
 GN0633  STATE/COUNTY-  NM/SAN JUAN
 GN0633  USGS QUAD   -  BLANCO TRADING POST (1966)
 GN0633
 GN0633                         *CURRENT SURVEY CONTROL
 GN0633  ___________________________________________________________________
 GN0633* NAD 83(1992)-  36 21 01.01293(N)    107 47 51.99402(W)     ADJUSTED  
 GN0633* NAVD 88     -      2048.8    (meters)    6722.     (feet)  VERTCON   
 GN0633  ___________________________________________________________________
 GN0633  LAPLACE CORR-           1.66  (seconds)                    DEFLEC99
 GN0633  GEOID HEIGHT-         -20.74  (meters)                     GEOID03
 GN0633
 GN0633  HORZ ORDER  -  SECOND
 GN0633
 GN0633.The horizontal coordinates were established by classical geodetic methods
 GN0633.and adjusted by the National Geodetic Survey in December 1993..
 GN0633
 GN0633.The NAVD 88 height was computed by applying the VERTCON shift value to
 GN0633.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GN0633
 GN0633.The Laplace correction was computed from DEFLEC99 derived deflections.
 GN0633
 GN0633.The geoid height was determined by GEOID03.
 GN0633
 GN0633;                    North         East     Units Scale Factor Converg.
 GN0633;SPC NM W     -   593,387.490   833,191.466   MT  0.99991679   +0 01 15.9
 GN0633;SPC NM W     - 1,946,805.46  2,733,562.33   sFT  0.99991679   +0 01 15.9
 GN0633;UTM  13      - 4,026,435.877   248,932.985   MT  1.00037671   -1 39 33.0
 GN0633
 GN0633!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GN0633!SPC NM W     -   0.99968181  x   0.99991679  =   0.99959863
 GN0633!UTM  13      -   0.99968181  x   1.00037671  =   1.00005840
 GN0633
 GN0633:                Primary Azimuth Mark                     Grid Az
 GN0633:SPC NM W     -  BLANCO                                   310 50 10.5
 GN0633:UTM  13      -  BLANCO                                   312 30 59.4
 GN0633
 GN0633|---------------------------------------------------------------------|
 GN0633| PID    Reference Object                     Distance      Geod. Az  |
 GN0633|                                                           dddmmss.s |
 GN0633| GN0630 BLANCO                              APPROX. 2.3 KM 3105126.4 |
 GN0633|---------------------------------------------------------------------|
 GN0633
 GN0633                          SUPERSEDED SURVEY CONTROL
 GN0633
 GN0633  NAD 83(1986)-  36 21 01.00890(N)    107 47 51.99909(W) AD(       ) 2
 GN0633  NAD 27      -  36 21 00.96752(N)    107 47 49.78355(W) AD(       ) 2
 GN0633  NGVD 29 (07/19/86) 2047.7    (m)         6718.     (f) VERT ANG       
 GN0633
 GN0633.Superseded values are not recommended for survey control.
 GN0633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0633.See file dsdata.txt to determine how the superseded data were derived.
 GN0633
 GN0633_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBA4893326436(NAD 83)
 GN0633_MARKER: DD = SURVEY DISK
 GN0633_SETTING: 0 = UNSPECIFIED SETTING
 GN0633_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GN0633
 GN0633  HISTORY     - Date     Condition        Report By
 GN0633  HISTORY     - 1975     MONUMENTED       NMHD
 GN0633
 GN0633                          STATION DESCRIPTION
 GN0633
 GN0633'DESCRIBED BY NM HIGHWAY DEPT 1975 (CWW)
 GN0633'THE STATION IS LOCATED IN SAN JUAN COUNTY, NEW MEXICO ALONG STATE
 GN0633'ROAD 44, 6.6 AIRMILES NORTH-NORTHWEST OF NAGEEZI TRADING POST AND
 GN0633'1.0 AIRMILES SOUTHEAST OF BLANCO TRADING POST.
 GN0633'
 GN0633'THE STATION IS AT MILEPOST 122.5.
 GN0633'
 GN0633'TO REACH FROM THE BLANCO TRADING POST GO SOUTH ON STATE ROAD
 GN0633'44, 1.0 MILES TO THE STATION ON THE LEFT.  THE STATION IS 118 FEET
 GN0633'EAST OF THE CENTERLINE OF STATE ROAD 44.
 GN0633'
 GN0633'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION DISK
 GN0633'SET IN A CONCRETE POST PROJECTING ABOUT SIX INCHES ABOVE THE GROUND
 GN0633'AND STAMPED 3610735015, 1975.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0626 ***********************************************************************
 GN0626  DESIGNATION -  3610735016
 GN0626  PID         -  GN0626
 GN0626  STATE/COUNTY-  NM/SAN JUAN
 GN0626  USGS QUAD   -  HUERFANO TRADING POST (1978)
 GN0626
 GN0626                         *CURRENT SURVEY CONTROL
 GN0626  ___________________________________________________________________
 GN0626* NAD 83(1992)-  36 22 39.00211(N)    107 50 15.52784(W)     ADJUSTED  
 GN0626* NAVD 88     -      2046.3    (meters)    6714.     (feet)  VERTCON   
 GN0626  ___________________________________________________________________
 GN0626  LAPLACE CORR-           1.94  (seconds)                    DEFLEC99
 GN0626  GEOID HEIGHT-         -20.79  (meters)                     GEOID03
 GN0626
 GN0626  HORZ ORDER  -  SECOND
 GN0626
 GN0626.The horizontal coordinates were established by classical geodetic methods
 GN0626.and adjusted by the National Geodetic Survey in December 1993..
 GN0626
 GN0626.The NAVD 88 height was computed by applying the VERTCON shift value to
 GN0626.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GN0626
 GN0626.The Laplace correction was computed from DEFLEC99 derived deflections.
 GN0626
 GN0626.The geoid height was determined by GEOID03.
 GN0626
 GN0626;                    North         East     Units Scale Factor Converg.
 GN0626;SPC NM W     -   596,407.061   829,612.992   MT  0.99991667   -0 00 09.2
 GN0626;SPC NM W     - 1,956,712.17  2,721,821.96   sFT  0.99991667   -0 00 09.2
 GN0626;UTM  13      - 4,029,560.580   245,442.976   MT  1.00039846   -1 41 02.1
 GN0626
 GN0626!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GN0626!SPC NM W     -   0.99968221  x   0.99991667  =   0.99959891
 GN0626!UTM  13      -   0.99968221  x   1.00039846  =   1.00008054
 GN0626
 GN0626:                Primary Azimuth Mark                     Grid Az
 GN0626:SPC NM W     -  3610735017                               336 04 40.0
 GN0626:UTM  13      -  3610735017                               337 45 32.9
 GN0626
 GN0626|---------------------------------------------------------------------|
 GN0626| PID    Reference Object                     Distance      Geod. Az  |
 GN0626|                                                           dddmmss.s |
 GN0626| GN0627 3610735017                          APPROX. 3.1 KM 3360430.8 |
 GN0626|---------------------------------------------------------------------|
 GN0626
 GN0626                          SUPERSEDED SURVEY CONTROL
 GN0626
 GN0626  NAD 83(1986)-  36 22 38.99779(N)    107 50 15.53314(W) AD(       ) 2
 GN0626  NAD 27      -  36 22 38.95733(N)    107 50 13.31288(W) AD(       ) 2
 GN0626  NGVD 29 (07/19/86) 2045.2    (m)         6710.     (f) VERT ANG       
 GN0626
 GN0626.Superseded values are not recommended for survey control.
 GN0626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0626.See file dsdata.txt to determine how the superseded data were derived.
 GN0626
 GN0626_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBA4544329561(NAD 83)
 GN0626_MARKER: DD = SURVEY DISK
 GN0626_SETTING: 0 = UNSPECIFIED SETTING
 GN0626_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GN0626
 GN0626  HISTORY     - Date     Condition        Report By
 GN0626  HISTORY     - 1975     MONUMENTED       NMHD
 GN0626
 GN0626                          STATION DESCRIPTION
 GN0626
 GN0626'DESCRIBED BY NM HIGHWAY DEPT 1975 (CWW)
 GN0626'THE STATION IS LOCATED IN SAN JUAN COUNTY, NEW MEXICO ALONG STATE
 GN0626'ROAD 44, 1.9 AIRMILES NORTHWEST OF BLANCO TRADING POST AND 2.0
 GN0626'AIRMILES SOUTH-SOUTHEAST OF HUERFANO TRADING POST.
 GN0626'
 GN0626'THE STATION IS AT MILEPOST 125.4.
 GN0626'
 GN0626'TO REACH FROM THE BLANCO TRADING POST GO NORTH ON STATE ROAD
 GN0626'44, 2.0 MILES TO THE STATION ON THE LEFT.  THE STATION IS 127 FEET
 GN0626'WEST OF THE CENTERLINE OF STATE ROAD 44.
 GN0626'
 GN0626'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION DISK
 GN0626'SET IN A CONCRETE POST PROJECTING ABOUT SIX INCHES ABOVE THE GROUND
 GN0626'AND STAMPED 3610735016, 1975.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0627 ***********************************************************************
 GN0627  DESIGNATION -  3610735017
 GN0627  PID         -  GN0627
 GN0627  STATE/COUNTY-  NM/SAN JUAN
 GN0627  USGS QUAD   -  HUERFANO TRADING POST (1978)
 GN0627
 GN0627                         *CURRENT SURVEY CONTROL
 GN0627  ___________________________________________________________________
 GN0627* NAD 83(1992)-  36 24 10.53101(N)    107 51 05.76255(W)     ADJUSTED  
 GN0627* NAVD 88     -      2092.1    (meters)    6864.     (feet)  VERTCON   
 GN0627  ___________________________________________________________________
 GN0627  LAPLACE CORR-           2.30  (seconds)                    DEFLEC99
 GN0627  GEOID HEIGHT-         -20.82  (meters)                     GEOID03
 GN0627
 GN0627  HORZ ORDER  -  SECOND
 GN0627
 GN0627.The horizontal coordinates were established by classical geodetic methods
 GN0627.and adjusted by the National Geodetic Survey in December 1993..
 GN0627
 GN0627.The NAVD 88 height was computed by applying the VERTCON shift value to
 GN0627.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GN0627
 GN0627.The Laplace correction was computed from DEFLEC99 derived deflections.
 GN0627
 GN0627.The geoid height was determined by GEOID03.
 GN0627
 GN0627;                    North         East     Units Scale Factor Converg.
 GN0627;SPC NM W     -   599,228.256   828,361.502   MT  0.99991670   -0 00 39.0
 GN0627;SPC NM W     - 1,965,968.04  2,717,716.03   sFT  0.99991670   -0 00 39.0
 GN0627;UTM  13      - 4,032,418.677   244,274.259   MT  1.00040580   -1 41 35.6
 GN0627
 GN0627!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GN0627!SPC NM W     -   0.99967503  x   0.99991670  =   0.99959176
 GN0627!UTM  13      -   0.99967503  x   1.00040580  =   1.00008070
 GN0627
 GN0627:                Primary Azimuth Mark                     Grid Az
 GN0627:SPC NM W     -  3610735018                               326 54 14.6
 GN0627:UTM  13      -  3610735018                               328 35 11.2
 GN0627
 GN0627|---------------------------------------------------------------------|
 GN0627| PID    Reference Object                     Distance      Geod. Az  |
 GN0627|                                                           dddmmss.s |
 GN0627| GN0628 3610735018                          APPROX. 2.2 KM 3265335.6 |
 GN0627|---------------------------------------------------------------------|
 GN0627
 GN0627                          SUPERSEDED SURVEY CONTROL
 GN0627
 GN0627  NAD 83(1986)-  36 24 10.52657(N)    107 51 05.76808(W) AD(       ) 2
 GN0627  NAD 27      -  36 24 10.48744(N)    107 51 03.54665(W) AD(       ) 2
 GN0627  NGVD 29 (07/19/86) 2091.0    (m)         6860.     (f) VERT ANG       
 GN0627
 GN0627.Superseded values are not recommended for survey control.
 GN0627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0627.See file dsdata.txt to determine how the superseded data were derived.
 GN0627
 GN0627_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBA4427432419(NAD 83)
 GN0627_MARKER: DD = SURVEY DISK
 GN0627_SETTING: 0 = UNSPECIFIED SETTING
 GN0627_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GN0627
 GN0627  HISTORY     - Date     Condition        Report By
 GN0627  HISTORY     - 1975     MONUMENTED       NMHD
 GN0627
 GN0627                          STATION DESCRIPTION
 GN0627
 GN0627'DESCRIBED BY NM HIGHWAY DEPT 1975 (CWW)
 GN0627'THE STATION IS LOCATED IN SAN JUAN COUNTY, NEW MEXICO ALONG STATE
 GN0627'ROAD 44, 3.8 AIRMILES NORTHWEST OF BLANCO TRADING POST AND 0.1
 GN0627'AIRMILES SOUTH OF HUERFANO TRADING POST.
 GN0627'
 GN0627'THE STATION IS AT MILEPOST 127.3.
 GN0627'
 GN0627'TO REACH FROM THE HUERFANO TRADING POST GO SOUTH ON STATE ROAD
 GN0627'44, 0.1 MILES TO THE STATION ON THE LEFT.  THE STATION IS 106 FEET
 GN0627'EAST OF THE CENTERLINE OF STATE ROAD 44.
 GN0627'
 GN0627'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION DISK
 GN0627'SET IN A CONCRETE POST PROJECTING ABOUT SIX INCHES ABOVE THE GROUND
 GN0627'AND STAMPED 3610735017, 1975.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0628 ***********************************************************************
 GN0628  DESIGNATION -  3610735018
 GN0628  PID         -  GN0628
 GN0628  STATE/COUNTY-  NM/SAN JUAN
 GN0628  USGS QUAD   -  HUERFANO TRADING POST (1978)
 GN0628
 GN0628                         *CURRENT SURVEY CONTROL
 GN0628  ___________________________________________________________________
 GN0628* NAD 83(1992)-  36 25 11.19303(N)    107 51 54.70715(W)     ADJUSTED  
 GN0628* NAVD 88     -      2076.6    (meters)    6813.     (feet)  VERTCON   
 GN0628  ___________________________________________________________________
 GN0628  LAPLACE CORR-           2.62  (seconds)                    DEFLEC99
 GN0628  GEOID HEIGHT-         -20.84  (meters)                     GEOID03
 GN0628
 GN0628  HORZ ORDER  -  SECOND
 GN0628
 GN0628.The horizontal coordinates were established by classical geodetic methods
 GN0628.and adjusted by the National Geodetic Survey in December 1993..
 GN0628
 GN0628.The NAVD 88 height was computed by applying the VERTCON shift value to
 GN0628.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GN0628
 GN0628.The Laplace correction was computed from DEFLEC99 derived deflections.
 GN0628
 GN0628.The geoid height was determined by GEOID03.
 GN0628
 GN0628;                    North         East     Units Scale Factor Converg.
 GN0628;SPC NM W     -   601,098.267   827,142.646   MT  0.99991677   -0 01 08.1
 GN0628;SPC NM W     - 1,972,103.23  2,713,717.16   sFT  0.99991677   -0 01 08.1
 GN0628;UTM  13      - 4,034,324.613   243,110.269   MT  1.00041315   -1 42 07.2
 GN0628
 GN0628!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GN0628!SPC NM W     -   0.99967747  x   0.99991677  =   0.99959426
 GN0628!UTM  13      -   0.99967747  x   1.00041315  =   1.00009048
 GN0628
 GN0628:                Primary Azimuth Mark                     Grid Az
 GN0628:SPC NM W     -  3610735019                               322 38 39.8
 GN0628:UTM  13      -  3610735019                               324 19 38.9
 GN0628
 GN0628|---------------------------------------------------------------------|
 GN0628| PID    Reference Object                     Distance      Geod. Az  |
 GN0628|                                                           dddmmss.s |
 GN0628| GN0638 3610735019                          APPROX. 1.7 KM 3223731.7 |
 GN0628|---------------------------------------------------------------------|
 GN0628
 GN0628                          SUPERSEDED SURVEY CONTROL
 GN0628
 GN0628  NAD 83(1992)-  36 25 11.18881(N)    107 51 54.71231(W) AD(       ) 2
 GN0628  NAD 83(1986)-  36 25 11.18848(N)    107 51 54.71283(W) AD(       ) 2
 GN0628  NAD 27      -  36 25 11.15026(N)    107 51 52.49019(W) AD(       ) 2
 GN0628  NGVD 29 (07/19/86) 2075.5    (m)         6809.     (f) VERT ANG       
 GN0628
 GN0628.Superseded values are not recommended for survey control.
 GN0628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0628.See file dsdata.txt to determine how the superseded data were derived.
 GN0628
 GN0628_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBA4311034325(NAD 83)
 GN0628_MARKER: DD = SURVEY DISK
 GN0628_SETTING: 0 = UNSPECIFIED SETTING
 GN0628_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GN0628
 GN0628  HISTORY     - Date     Condition        Report By
 GN0628  HISTORY     - 1975     MONUMENTED       NMHD
 GN0628
 GN0628                          STATION DESCRIPTION
 GN0628
 GN0628'DESCRIBED BY NM HIGHWAY DEPT 1975 (CWW)
 GN0628'THE STATION IS LOCATED IN SAN JUAN COUNTY, NEW MEXICO ALONG STATE
 GN0628'ROAD 44, 1.3 AIRMILES NORTH-NORTHWEST OF THE HUERFANO TRADING POST
 GN0628'AND 21.1 AIRMILES SOUTH-SOUTHEAST OF BLOOMFIELD, NEW MEXICO.
 GN0628'
 GN0628'THE STATION IS AT MILEPOST 128.7.
 GN0628'
 GN0628'TO REACH FROM THE HUERFANO TRADING POST GO NORTHERLY ON STATE ROAD
 GN0628'44, 1.3 MILES TO THE STATION ON THE RIGHT.  THE STATION IS 218 FEET
 GN0628'EAST OF THE CENTERLINE OF STATE ROAD 44 AND 45 FEET SOUTH OF A
 GN0628'GRADED ROAD LEADING TO A RESIDENCE.
 GN0628'
 GN0628'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION DISK
 GN0628'SET IN A CONCRETE POST PROJECTING ABOUT SIX INCHES ABOVE THE GROUND
 GN0628'AND STAMPED 3610735018, 1975.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0638 ***********************************************************************
 GN0638  DESIGNATION -  3610735019
 GN0638  PID         -  GN0638
 GN0638  STATE/COUNTY-  NM/SAN JUAN
 GN0638  USGS QUAD   -  HUERFANO TRADING POST NW (1978)
 GN0638
 GN0638                         *CURRENT SURVEY CONTROL
 GN0638  ___________________________________________________________________
 GN0638* NAD 83(1992)-  36 25 55.93051(N)    107 52 36.99858(W)     ADJUSTED  
 GN0638* NAVD 88     -      2074.7    (meters)    6807.     (feet)  VERTCON   
 GN0638  ___________________________________________________________________
 GN0638  LAPLACE CORR-           2.47  (seconds)                    DEFLEC99
 GN0638  GEOID HEIGHT-         -20.86  (meters)                     GEOID03
 GN0638
 GN0638  HORZ ORDER  -  SECOND
 GN0638
 GN0638.The horizontal coordinates were established by classical geodetic methods
 GN0638.and adjusted by the National Geodetic Survey in December 1993..
 GN0638
 GN0638.The NAVD 88 height was computed by applying the VERTCON shift value to
 GN0638.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GN0638
 GN0638.The Laplace correction was computed from DEFLEC99 derived deflections.
 GN0638
 GN0638.The geoid height was determined by GEOID03.
 GN0638
 GN0638;                    North         East     Units Scale Factor Converg.
 GN0638;SPC NM W     -   602,477.558   826,089.790   MT  0.99991685   -0 01 33.2
 GN0638;SPC NM W     - 1,976,628.45  2,710,262.92   sFT  0.99991685   -0 01 33.2
 GN0638;UTM  13      - 4,035,734.941   242,097.879   MT  1.00041957   -1 42 34.1
 GN0638
 GN0638!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GN0638!SPC NM W     -   0.99967777  x   0.99991685  =   0.99959464
 GN0638!UTM  13      -   0.99967777  x   1.00041957  =   1.00009720
 GN0638
 GN0638:                Primary Azimuth Mark                     Grid Az
 GN0638:SPC NM W     -  SAGE                                     324 41 18.5
 GN0638:UTM  13      -  SAGE                                     326 22 19.4
 GN0638
 GN0638|---------------------------------------------------------------------|
 GN0638| PID    Reference Object                     Distance      Geod. Az  |
 GN0638|                                                           dddmmss.s |
 GN0638| GN0637 SAGE                                APPROX. 0.8 KM 3243945.3 |
 GN0638|---------------------------------------------------------------------|
 GN0638
 GN0638                          SUPERSEDED SURVEY CONTROL
 GN0638
 GN0638  NAD 83(1992)-  36 25 55.92650(N)    107 52 37.00334(W) AD(       ) 2
 GN0638  NAD 83(1986)-  36 25 55.92586(N)    107 52 37.00440(W) AD(       ) 2
 GN0638  NAD 27      -  36 25 55.88837(N)    107 52 34.78065(W) AD(       ) 2
 GN0638  NGVD 29 (07/19/86) 2073.6    (m)         6803.     (f) VERT ANG       
 GN0638
 GN0638.Superseded values are not recommended for survey control.
 GN0638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0638.See file dsdata.txt to determine how the superseded data were derived.
 GN0638
 GN0638_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBA4209835735(NAD 83)
 GN0638_MARKER: DD = SURVEY DISK
 GN0638_SETTING: 0 = UNSPECIFIED SETTING
 GN0638_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GN0638
 GN0638  HISTORY     - Date     Condition        Report By
 GN0638  HISTORY     - 1975     MONUMENTED       NMHD
 GN0638
 GN0638                          STATION DESCRIPTION
 GN0638
 GN0638'DESCRIBED BY NM HIGHWAY DEPT 1975 (CWW)
 GN0638'THE STATION IS LOCATED IN SAN JUAN COUNTY, NEW MEXICO ALONG STATE
 GN0638'ROAD 44, 2.4 AIRMILES NORTHWEST OF THE HUERFANO TRADING POST AND
 GN0638'20.1 AIRMILES SOUTH-SOUTHEAST OF BLOOMFIELD, NEW MEXICO.
 GN0638'
 GN0638'THE STATION IS AT MILEPOST 129.8.
 GN0638'
 GN0638'TO REACH FROM THE HUERFANO TRADING POST GO NORTHERLY ON STATE ROAD
 GN0638'44, 2.4 MILES TO THE STATION ON THE LEFT.  THE STATION IS 131 FEET
 GN0638'WEST OF THE CENTERLINE OF STATE ROAD 44 ON A SHALLOW ROADWAY CUT.
 GN0638'
 GN0638'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION DISK
 GN0638'SET IN A CONCRETE POST PROJECTING ABOUT SIX INCHES ABOVE THE GROUND
 GN0638'AND STAMPED 3610735019, 1975.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0639 ***********************************************************************
 GN0639  DESIGNATION -  3610735020
 GN0639  PID         -  GN0639
 GN0639  STATE/COUNTY-  NM/SAN JUAN
 GN0639  USGS QUAD   -  HUERFANO TRADING POST NW (1978)
 GN0639
 GN0639                         *CURRENT SURVEY CONTROL
 GN0639  ___________________________________________________________________
 GN0639* NAD 83(1992)-  36 27 28.06814(N)    107 53 49.85583(W)     ADJUSTED  
 GN0639* NAVD 88     -      2029.9    (meters)    6660.     (feet)  VERTCON   
 GN0639  ___________________________________________________________________
 GN0639  LAPLACE CORR-           2.41  (seconds)                    DEFLEC99
 GN0639  GEOID HEIGHT-         -20.89  (meters)                     GEOID03
 GN0639
 GN0639  HORZ ORDER  -  SECOND
 GN0639
 GN0639.The horizontal coordinates were established by classical geodetic methods
 GN0639.and adjusted by the National Geodetic Survey in December 1993..
 GN0639
 GN0639.The NAVD 88 height was computed by applying the VERTCON shift value to
 GN0639.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GN0639
 GN0639.The Laplace correction was computed from DEFLEC99 derived deflections.
 GN0639
 GN0639.The geoid height was determined by GEOID03.
 GN0639
 GN0639;                    North         East     Units Scale Factor Converg.
 GN0639;SPC NM W     -   605,318.405   824,277.086   MT  0.99991707   -0 02 16.6
 GN0639;SPC NM W     - 1,985,948.80  2,704,315.74   sFT  0.99991707   -0 02 16.6
 GN0639;UTM  13      - 4,038,629.304   240,368.568   MT  1.00043060   -1 43 21.2
 GN0639
 GN0639!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GN0639!SPC NM W     -   0.99968480  x   0.99991707  =   0.99960190
 GN0639!UTM  13      -   0.99968480  x   1.00043060  =   1.00011527
 GN0639
 GN0639:                Primary Azimuth Mark                     Grid Az
 GN0639:SPC NM W     -  3610735021                               326 02 10.9
 GN0639:UTM  13      -  3610735021                               327 43 15.5
 GN0639
 GN0639|---------------------------------------------------------------------|
 GN0639| PID    Reference Object                     Distance      Geod. Az  |
 GN0639|                                                           dddmmss.s |
 GN0639| GN0640 3610735021                          APPROX. 2.6 KM 3255954.3 |
 GN0639|---------------------------------------------------------------------|
 GN0639
 GN0639                          SUPERSEDED SURVEY CONTROL
 GN0639
 GN0639  NAD 83(1992)-  36 27 28.06443(N)    107 53 49.86018(W) AD(       ) 2
 GN0639  NAD 83(1986)-  36 27 28.06332(N)    107 53 49.86199(W) AD(       ) 2
 GN0639  NAD 27      -  36 27 28.02724(N)    107 53 47.63581(W) AD(       ) 2
 GN0639  NGVD 29 (07/19/86) 2028.8    (m)         6656.     (f) VERT ANG       
 GN0639
 GN0639.Superseded values are not recommended for survey control.
 GN0639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0639.See file dsdata.txt to determine how the superseded data were derived.
 GN0639
 GN0639_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBA4036938629(NAD 83)
 GN0639_MARKER: DD = SURVEY DISK
 GN0639_SETTING: 0 = UNSPECIFIED SETTING
 GN0639_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GN0639
 GN0639  HISTORY     - Date     Condition        Report By
 GN0639  HISTORY     - 1975     MONUMENTED       NMHD
 GN0639
 GN0639                          STATION DESCRIPTION
 GN0639
 GN0639'DESCRIBED BY NM HIGHWAY DEPT 1975 (CWW)
 GN0639'THE STATION IS LOCATED IN SAN JUAN COUNTY, NEW MEXICO ALONG STATE
 GN0639'ROAD 44, 4.5 AIRMILES NORTH-NORTHWEST OF THE HUERFANO TRADING POST
 GN0639'AND 18.1 AIRMILES SOUTH-SOUTHEAST OF BLOOMFIELD, NEW MEXICO.
 GN0639'
 GN0639'THE STATION IS AT MILEPOST 131.9.
 GN0639'
 GN0639'TO REACH FROM THE HUERFANO TRADING POST GO NORTHERLY ON STATE ROAD
 GN0639'44, 4.6 MILES TO THE STATION ON THE RIGHT.  THE STATION IS 140 FEET
 GN0639'EAST OF THE CENTERLINE OF STATE ROAD 44.
 GN0639'
 GN0639'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION DISK
 GN0639'SET IN A CONCRETE POST PROJECTING ABOUT SIX INCHES ABOVE THE GROUND
 GN0639'AND STAMPED 3610735020, 1975.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0640 ***********************************************************************
 GN0640  DESIGNATION -  3610735021
 GN0640  PID         -  GN0640
 GN0640  STATE/COUNTY-  NM/SAN JUAN
 GN0640  USGS QUAD   -  HUERFANO TRADING POST NW (1978)
 GN0640
 GN0640                         *CURRENT SURVEY CONTROL
 GN0640  ___________________________________________________________________
 GN0640* NAD 83(1992)-  36 28 37.16232(N)    107 54 47.56999(W)     ADJUSTED  
 GN0640* NAVD 88     -      1985.5    (meters)    6514.     (feet)  VERTCON   
 GN0640  ___________________________________________________________________
 GN0640  LAPLACE CORR-           2.57  (seconds)                    DEFLEC99
 GN0640  GEOID HEIGHT-         -20.91  (meters)                     GEOID03
 GN0640
 GN0640  HORZ ORDER  -  SECOND
 GN0640
 GN0640.The horizontal coordinates were established by classical geodetic methods
 GN0640.and adjusted by the National Geodetic Survey in December 1993..
 GN0640
 GN0640.The NAVD 88 height was computed by applying the VERTCON shift value to
 GN0640.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GN0640
 GN0640.The Laplace correction was computed from DEFLEC99 derived deflections.
 GN0640
 GN0640.The geoid height was determined by GEOID03.
 GN0640
 GN0640;                    North         East     Units Scale Factor Converg.
 GN0640;SPC NM W     -   607,449.083   822,841.892   MT  0.99991730   -0 02 51.0
 GN0640;SPC NM W     - 1,992,939.20  2,699,607.11   sFT  0.99991730   -0 02 51.0
 GN0640;UTM  13      - 4,040,802.387   238,995.937   MT  1.00043940   -1 43 58.4
 GN0640
 GN0640!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GN0640!SPC NM W     -   0.99969177  x   0.99991730  =   0.99960910
 GN0640!UTM  13      -   0.99969177  x   1.00043940  =   1.00013103
 GN0640
 GN0640:                Primary Azimuth Mark                     Grid Az
 GN0640:SPC NM W     -  3610735022                               322 37 45.2
 GN0640:UTM  13      -  3610735022                               324 18 52.6
 GN0640
 GN0640|---------------------------------------------------------------------|
 GN0640| PID    Reference Object                     Distance      Geod. Az  |
 GN0640|                                                           dddmmss.s |
 GN0640| GN0641 3610735022                          APPROX. 1.4 KM 3223454.2 |
 GN0640|---------------------------------------------------------------------|
 GN0640
 GN0640                          SUPERSEDED SURVEY CONTROL
 GN0640
 GN0640  NAD 83(1992)-  36 28 37.15880(N)    107 54 47.57416(W) AD(       ) 2
 GN0640  NAD 83(1986)-  36 28 37.15737(N)    107 54 47.57638(W) AD(       ) 2
 GN0640  NAD 27      -  36 28 37.12033(N)    107 54 45.34646(W) AD(       ) 2
 GN0640  NGVD 29 (07/19/86) 1984.4    (m)         6510.     (f) VERT ANG       
 GN0640
 GN0640.Superseded values are not recommended for survey control.
 GN0640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0640.See file dsdata.txt to determine how the superseded data were derived.
 GN0640
 GN0640_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBA3899640802(NAD 83)
 GN0640_MARKER: DD = SURVEY DISK
 GN0640_SETTING: 0 = UNSPECIFIED SETTING
 GN0640_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GN0640
 GN0640  HISTORY     - Date     Condition        Report By
 GN0640  HISTORY     - 1975     MONUMENTED       NMHD
 GN0640
 GN0640                          STATION DESCRIPTION
 GN0640
 GN0640'DESCRIBED BY NM HIGHWAY DEPT 1975 (CWW)
 GN0640'THE STATION IS LOCATED IN SAN JUAN COUNTY, NEW MEXICO ALONG STATE
 GN0640'ROAD 44, 6.1 AIRMILES NORTH-NORTHWEST OF THE HUERFANO TRADING
 GN0640'POST AND 16.6 AIRMILES SOUTH-SOUTHEAST OF BLOOMFIELD, NEW MEXICO.
 GN0640'
 GN0640'THE STATION IS AT MILEPOST 133.5.
 GN0640'
 GN0640'TO REACH FROM THE HUERFANO TRADING POST GO NORTHERLY ON STATE
 GN0640'ROAD 44, 6.2 MILES TO THE STATION ON THE RIGHT.  THE STATION IS
 GN0640'135 FEET EAST OF THE CENTERLINE OF STATE ROAD 44 ON A ROADWAY CUT.
 GN0640'
 GN0640'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 GN0640'DISK SET IN A CONCRETE POST PROJECTING ABOUT SIX INCHES ABOVE
 GN0640'THE GROUND AND STAMPED 3610735021,1975.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0641 ***********************************************************************
 GN0641  DESIGNATION -  3610735022
 GN0641  PID         -  GN0641
 GN0641  STATE/COUNTY-  NM/SAN JUAN
 GN0641  USGS QUAD   -  HUERFANO TRADING POST NW (1978)
 GN0641
 GN0641                         *CURRENT SURVEY CONTROL
 GN0641  ___________________________________________________________________
 GN0641* NAD 83(1992)-  36 29 14.49018(N)    107 55 22.93790(W)     ADJUSTED  
 GN0641* NAVD 88     -      2004.6    (meters)    6577.     (feet)  VERTCON   
 GN0641  ___________________________________________________________________
 GN0641  LAPLACE CORR-           2.63  (seconds)                    DEFLEC99
 GN0641  GEOID HEIGHT-         -20.92  (meters)                     GEOID03
 GN0641
 GN0641  HORZ ORDER  -  SECOND
 GN0641
 GN0641.The horizontal coordinates were established by classical geodetic methods
 GN0641.and adjusted by the National Geodetic Survey in December 1993..
 GN0641
 GN0641.The NAVD 88 height was computed by applying the VERTCON shift value to
 GN0641.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GN0641
 GN0641.The Laplace correction was computed from DEFLEC99 derived deflections.
 GN0641
 GN0641.The geoid height was determined by GEOID03.
 GN0641
 GN0641;                    North         East     Units Scale Factor Converg.
 GN0641;SPC NM W     -   608,600.373   821,962.595   MT  0.99991746   -0 03 12.0
 GN0641;SPC NM W     - 1,996,716.39  2,696,722.28   sFT  0.99991746   -0 03 12.0
 GN0641;UTM  13      - 4,041,979.660   238,150.442   MT  1.00044485   -1 44 21.0
 GN0641;UTM  12      - 4,042,409.493   775,642.028   MT  1.00053620   +1 49 51.1
 GN0641
 GN0641!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GN0641!SPC NM W     -   0.99968878  x   0.99991746  =   0.99960626
 GN0641!UTM  13      -   0.99968878  x   1.00044485  =   1.00013349
 GN0641!UTM  12      -   0.99968878  x   1.00053620  =   1.00022481
 GN0641
 GN0641:                Primary Azimuth Mark                     Grid Az
 GN0641:SPC NM W     -  3610745001                               326 25 08.9
 GN0641:UTM  13      -  3610745001                               328 06 17.9
 GN0641:UTM  12      -  3610745001                               324 32 05.8
 GN0641
 GN0641|---------------------------------------------------------------------|
 GN0641| PID    Reference Object                     Distance      Geod. Az  |
 GN0641|                                                           dddmmss.s |
 GN0641| GN0658 3610745001                          APPROX. 2.7 KM 3262156.9 |
 GN0641|---------------------------------------------------------------------|
 GN0641
 GN0641                          SUPERSEDED SURVEY CONTROL
 GN0641
 GN0641  NAD 83(1992)-  36 29 14.48674(N)    107 55 22.94196(W) AD(       ) 2
 GN0641  NAD 83(1986)-  36 29 14.48515(N)    107 55 22.94440(W) AD(       ) 2
 GN0641  NAD 27      -  36 29 14.44823(N)    107 55 20.71279(W) AD(       ) 2
 GN0641  NGVD 29 (07/19/86) 2003.5    (m)         6573.     (f) VERT ANG       
 GN0641
 GN0641.Superseded values are not recommended for survey control.
 GN0641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0641.See file dsdata.txt to determine how the superseded data were derived.
 GN0641
 GN0641_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBA3815041980(NAD 83)
 GN0641_MARKER: DD = SURVEY DISK
 GN0641_SETTING: 0 = UNSPECIFIED SETTING
 GN0641_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GN0641
 GN0641  HISTORY     - Date     Condition        Report By
 GN0641  HISTORY     - 1975     MONUMENTED       NMHD
 GN0641
 GN0641                          STATION DESCRIPTION
 GN0641
 GN0641'DESCRIBED BY NM HIGHWAY DEPT 1975 (CWW)
 GN0641'THE STATION IS LOCATED IN SAN JUAN COUNTY, NEW MEXICO ALONG STATE
 GN0641'ROAD 44, 7.0 AIRMILES NORTHWEST OF THE HUERFANO TRADING POST AND
 GN0641'15.8 AIRMILES SOUTH-SOUTHEAST OF BLOOMFIELD, NEW MEXICO.
 GN0641'
 GN0641'THE STATION IS AT MILEPOST 134.4.
 GN0641'
 GN0641'TO REACH FROM THE HUERFANO TRADING POST GO NORTHERLY ON STATE
 GN0641'ROAD 44, 7.1 MILES TO THE STATION ON THE LEFT.  THE STATION IS
 GN0641'149 FEET WEST OF THE CENTERLINE OF STATE ROAD 44 BY A GRAVEL
 GN0641'STOCKPILE.
 GN0641'
 GN0641'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 GN0641'DISK SET IN A CONCRETE POST PROJECTING ABOUT SIX INCHES ABOVE
 GN0641'THE GROUND AND STAMPED 3610735022,1975.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0658 ***********************************************************************
 GN0658  DESIGNATION -  3610745001
 GN0658  PID         -  GN0658
 GN0658  STATE/COUNTY-  NM/SAN JUAN
 GN0658  USGS QUAD   -  EAST FORK KUTZ CANYON (1985)
 GN0658
 GN0658                         *CURRENT SURVEY CONTROL
 GN0658  ___________________________________________________________________
 GN0658* NAD 83(1992)-  36 30 27.19045(N)    107 56 22.85184(W)     ADJUSTED  
 GN0658* NAVD 88     -      1990.9    (meters)    6532.     (feet)  VERTCON   
 GN0658  ___________________________________________________________________
 GN0658  LAPLACE CORR-           2.50  (seconds)                    DEFLEC99
 GN0658  GEOID HEIGHT-         -20.94  (meters)                     GEOID03
 GN0658
 GN0658  HORZ ORDER  -  SECOND
 GN0658
 GN0658.The horizontal coordinates were established by classical geodetic methods
 GN0658.and adjusted by the National Geodetic Survey in December 1993..
 GN0658
 GN0658.The NAVD 88 height was computed by applying the VERTCON shift value to
 GN0658.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GN0658
 GN0658.The Laplace correction was computed from DEFLEC99 derived deflections.
 GN0658
 GN0658.The geoid height was determined by GEOID03.
 GN0658
 GN0658;                    North         East     Units Scale Factor Converg.
 GN0658;SPC NM W     -   610,842.654   820,473.907   MT  0.99991778   -0 03 47.8
 GN0658;SPC NM W     - 2,004,072.94  2,691,838.14   sFT  0.99991778   -0 03 47.8
 GN0658;UTM  13      - 4,044,265.993   236,727.623   MT  1.00045405   -1 44 59.7
 GN0658;UTM  12      - 4,044,602.948   774,079.445   MT  1.00052561   +1 49 18.5
 GN0658
 GN0658!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GN0658!SPC NM W     -   0.99969093  x   0.99991778  =   0.99960874
 GN0658!UTM  13      -   0.99969093  x   1.00045405  =   1.00014484
 GN0658!UTM  12      -   0.99969093  x   1.00052561  =   1.00021638
 GN0658
 GN0658:                Primary Azimuth Mark                     Grid Az
 GN0658:SPC NM W     -  KUTZ                                     327 17 43.0
 GN0658:UTM  13      -  KUTZ                                     328 58 54.9
 GN0658:UTM  12      -  KUTZ                                     325 24 36.7
 GN0658
 GN0658|---------------------------------------------------------------------|
 GN0658| PID    Reference Object                     Distance      Geod. Az  |
 GN0658|                                                           dddmmss.s |
 GN0658| GN0657 KUTZ                                APPROX. 3.2 KM 3271355.2 |
 GN0658|---------------------------------------------------------------------|
 GN0658
 GN0658                          SUPERSEDED SURVEY CONTROL
 GN0658
 GN0658  NAD 83(1992)-  36 30 27.18717(N)    107 56 22.85569(W) AD(       ) 2
 GN0658  NAD 83(1986)-  36 30 27.18530(N)    107 56 22.85855(W) AD(       ) 2
 GN0658  NAD 27      -  36 30 27.14844(N)    107 56 20.62405(W) AD(       ) 2
 GN0658  NGVD 29 (07/19/86) 1989.8    (m)         6528.     (f) VERT ANG       
 GN0658
 GN0658.Superseded values are not recommended for survey control.
 GN0658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0658.See file dsdata.txt to determine how the superseded data were derived.
 GN0658
 GN0658_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBA3672844266(NAD 83)
 GN0658_MARKER: DD = SURVEY DISK
 GN0658_SETTING: 0 = UNSPECIFIED SETTING
 GN0658_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GN0658
 GN0658  HISTORY     - Date     Condition        Report By
 GN0658  HISTORY     - 1975     MONUMENTED       NMHD
 GN0658
 GN0658                          STATION DESCRIPTION
 GN0658
 GN0658'DESCRIBED BY NM HIGHWAY DEPT 1975 (CWW)
 GN0658'THE STATION IS LOCATED IN SAN JUAN COUNTY, NEW MEXICO ALONG STATE
 GN0658'ROAD 44, 8.7 AIRMILES NORTHWEST OF THE HUERFANO TRADING POST AND
 GN0658'14.2 AIRMILES SOUTH OF BLOOMFIELD, NEW MEXICO.
 GN0658'
 GN0658'THE STATION IS AT MILEPOST 136.1.
 GN0658'
 GN0658'TO REACH FROM THE HUERFANO TRADING POST GO NORTHERLY ON STATE
 GN0658'ROAD 44, 8.9 MILES TO THE STATION ON THE LEFT.  THE STATION IS
 GN0658'94 FEET WEST OF THE CENTERLINE OF STATE ROAD 44 AND 5 FEET EAST OF
 GN0658'THE RIGHT OF WAY FENCE.
 GN0658'
 GN0658'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 GN0658'DISK SET IN A CONCRETE POST PROJECTING ABOUT SIX INCHES ABOVE
 GN0658'THE GROUND AND STAMPED 3610745001,1975.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0659 ***********************************************************************
 GN0659  DESIGNATION -  3610745002
 GN0659  PID         -  GN0659
 GN0659  STATE/COUNTY-  NM/SAN JUAN
 GN0659  USGS QUAD   -  EAST FORK KUTZ CANYON (1985)
 GN0659
 GN0659                         *CURRENT SURVEY CONTROL
 GN0659  ___________________________________________________________________
 GN0659* NAD 83(1992)-  36 32 47.10441(N)    107 58 24.43145(W)     ADJUSTED  
 GN0659* NAVD 88     -      1972.8    (meters)    6472.     (feet)  VERTCON   
 GN0659  ___________________________________________________________________
 GN0659  LAPLACE CORR-           1.89  (seconds)                    DEFLEC99
 GN0659  GEOID HEIGHT-         -20.99  (meters)                     GEOID03
 GN0659
 GN0659  HORZ ORDER  -  SECOND
 GN0659
 GN0659.The horizontal coordinates were established by classical geodetic methods
 GN0659.and adjusted by the National Geodetic Survey in December 1993..
 GN0659
 GN0659.The NAVD 88 height was computed by applying the VERTCON shift value to
 GN0659.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GN0659
 GN0659.The Laplace correction was computed from DEFLEC99 derived deflections.
 GN0659
 GN0659.The geoid height was determined by GEOID03.
 GN0659
 GN0659;                    North         East     Units Scale Factor Converg.
 GN0659;SPC NM W     -   615,158.971   817,455.048   MT  0.99991860   -0 05 00.4
 GN0659;SPC NM W     - 2,018,234.06  2,681,933.77   sFT  0.99991860   -0 05 00.4
 GN0659;UTM  13      - 4,048,671.735   233,835.599   MT  1.00047291   -1 46 18.0
 GN0659;UTM  12      - 4,048,820.092   770,918.286   MT  1.00050437   +1 48 12.0
 GN0659
 GN0659!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GN0659!SPC NM W     -   0.99969377  x   0.99991860  =   0.99961240
 GN0659!UTM  13      -   0.99969377  x   1.00047291  =   1.00016654
 GN0659!UTM  12      -   0.99969377  x   1.00050437  =   1.00019799
 GN0659
 GN0659:                Primary Azimuth Mark                     Grid Az
 GN0659:SPC NM W     -  3610745003                               330 58 58.4
 GN0659:UTM  13      -  3610745003                               332 40 16.0
 GN0659:UTM  12      -  3610745003                               329 05 46.0
 GN0659
 GN0659|---------------------------------------------------------------------|
 GN0659| PID    Reference Object                     Distance      Geod. Az  |
 GN0659|                                                           dddmmss.s |
 GN0659| GN0660 3610745003                          APPROX. 2.5 KM 3305358.0 |
 GN0659|---------------------------------------------------------------------|
 GN0659
 GN0659                          SUPERSEDED SURVEY CONTROL
 GN0659
 GN0659  NAD 83(1992)-  36 32 47.10163(N)    107 58 24.43479(W) AD(       ) 2
 GN0659  NAD 83(1986)-  36 32 47.09894(N)    107 58 24.43867(W) AD(       ) 2
 GN0659  NAD 27      -  36 32 47.06691(N)    107 58 22.20256(W) AD(       ) 2
 GN0659  NGVD 29 (07/19/86) 1971.8    (m)         6469.     (f) VERT ANG       
 GN0659
 GN0659.Superseded values are not recommended for survey control.
 GN0659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0659.See file dsdata.txt to determine how the superseded data were derived.
 GN0659
 GN0659_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBA3383648672(NAD 83)
 GN0659_MARKER: DD = SURVEY DISK
 GN0659_SETTING: 0 = UNSPECIFIED SETTING
 GN0659_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GN0659
 GN0659  HISTORY     - Date     Condition        Report By
 GN0659  HISTORY     - 1975     MONUMENTED       NMHD
 GN0659
 GN0659                          STATION DESCRIPTION
 GN0659
 GN0659'DESCRIBED BY NM HIGHWAY DEPT 1975 (CWW)
 GN0659'THE STATION IS LOCATED IN SAN JUAN COUNTY, NEW MEXICO ALONG STATE
 GN0659'ROAD 44, 11.9 AIRMILES NORTHWEST OF THE HUERFANO TRADING POST
 GN0659'AND 11.4 AIRMILES SOUTH OF BLOOMFIELD, NEW MEXICO.
 GN0659'
 GN0659'THE STATION IS AT MILEPOST 139.3.
 GN0659'
 GN0659'TO REACH FROM THE HUERFANO TRADING POST GO NORTHERLY ON STATE
 GN0659'ROAD 44, 12.2 MILES TO THE STATION ON THE LEFT.  THE STATION IS
 GN0659'224 FEET WEST OF THE CENTERLINE OF STATE ROAD 44 AND 42 FEET
 GN0659'NORTH OF THE CENTERLINE OF COUNTY ROAD 6 NEAR A FENCE CORNER.  IT
 GN0659'IS ABOUT 0.3 MILES NORTH OF A TAVERN.
 GN0659'
 GN0659'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 GN0659'DISK SET IN A CONCRETE POST PROJECTING ABOUT SIX INCHES ABOVE
 GN0659'THE GROUND AND STAMPED 3610745002,1975.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0660 ***********************************************************************
 GN0660  DESIGNATION -  3610745003
 GN0660  PID         -  GN0660
 GN0660  STATE/COUNTY-  NM/SAN JUAN
 GN0660  USGS QUAD   -  EAST FORK KUTZ CANYON (1985)
 GN0660
 GN0660                         *CURRENT SURVEY CONTROL
 GN0660  ___________________________________________________________________
 GN0660* NAD 83(1992)-  36 33 58.38339(N)    107 59 13.61667(W)     ADJUSTED  
 GN0660* NAVD 88     -      1936.6    (meters)    6354.     (feet)  VERTCON   
 GN0660  ___________________________________________________________________
 GN0660  LAPLACE CORR-           1.89  (seconds)                    DEFLEC99
 GN0660  GEOID HEIGHT-         -21.01  (meters)                     GEOID03
 GN0660
 GN0660  HORZ ORDER  -  SECOND
 GN0660
 GN0660.The horizontal coordinates were established by classical geodetic methods
 GN0660.and adjusted by the National Geodetic Survey in December 1993..
 GN0660
 GN0660.The NAVD 88 height was computed by applying the VERTCON shift value to
 GN0660.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GN0660
 GN0660.The Laplace correction was computed from DEFLEC99 derived deflections.
 GN0660
 GN0660.The geoid height was determined by GEOID03.
 GN0660
 GN0660;                    North         East     Units Scale Factor Converg.
 GN0660;SPC NM W     -   617,357.820   816,235.348   MT  0.99991900   -0 05 29.8
 GN0660;SPC NM W     - 2,025,448.11  2,677,932.14   sFT  0.99991900   -0 05 29.8
 GN0660;UTM  13      - 4,050,906.817   232,680.579   MT  1.00048050   -1 46 50.3
 GN0660;UTM  12      - 4,050,978.836   769,626.085   MT  1.00049576   +1 47 45.6
 GN0660
 GN0660!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GN0660!SPC NM W     -   0.99969945  x   0.99991900  =   0.99961848
 GN0660!UTM  13      -   0.99969945  x   1.00048050  =   1.00017981
 GN0660!UTM  12      -   0.99969945  x   1.00049576  =   1.00019506
 GN0660
 GN0660:                Primary Azimuth Mark                     Grid Az
 GN0660:SPC NM W     -  3610745004                               331 43 08.1
 GN0660:UTM  13      -  3610745004                               333 24 28.6
 GN0660:UTM  12      -  3610745004                               329 49 52.7
 GN0660
 GN0660|---------------------------------------------------------------------|
 GN0660| PID    Reference Object                     Distance      Geod. Az  |
 GN0660|                                                           dddmmss.s |
 GN0660| GO0362 3610745004                          APPROX. 2.5 KM 3313738.3 |
 GN0660|---------------------------------------------------------------------|
 GN0660
 GN0660                          SUPERSEDED SURVEY CONTROL
 GN0660
 GN0660  NAD 83(1992)-  36 33 58.38084(N)    107 59 13.61956(W) AD(       ) 2
 GN0660  NAD 83(1986)-  36 33 58.37780(N)    107 59 13.62421(W) AD(       ) 2
 GN0660  NAD 27      -  36 33 58.34728(N)    107 59 11.38659(W) AD(       ) 2
 GN0660  NGVD 29 (07/19/86) 1935.6    (m)         6350.     (f) VERT ANG       
 GN0660
 GN0660.Superseded values are not recommended for survey control.
 GN0660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0660.See file dsdata.txt to determine how the superseded data were derived.
 GN0660
 GN0660_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBA3268150907(NAD 83)
 GN0660_MARKER: DD = SURVEY DISK
 GN0660_SETTING: 0 = UNSPECIFIED SETTING
 GN0660_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GN0660
 GN0660  HISTORY     - Date     Condition        Report By
 GN0660  HISTORY     - 1975     MONUMENTED       NMHD
 GN0660
 GN0660                          STATION DESCRIPTION
 GN0660
 GN0660'DESCRIBED BY NM HIGHWAY DEPT 1975 (CWW)
 GN0660'THE STATION IS LOCATED IN SAN JUAN COUNTY, NEW MEXICO ALONG STATE
 GN0660'ROAD 44, 13.5 AIRMILES NORTH-NORTHWEST OF THE HUERFANO TRADING
 GN0660'POST AND 10.0 AIRMILES SOUTH OF BLOOMFIELD, NEW MEXICO.
 GN0660'
 GN0660'THE STATION IS AT MILEPOST 140.9.
 GN0660'
 GN0660'TO REACH FROM THE INTERSECTION OF STATE ROAD 44 AND U.S. 64 IN
 GN0660'BLOOMFIELD, NEW MEXICO GO SOUTH ON STATE ROAD 44, 11.2 MILES TO
 GN0660'THE STATION ON THE RIGHT.  THE STATION IS 81 FEET WEST OF THE
 GN0660'CENTERLINE OF STATE ROAD 44 AND 5 FEET EAST OF THE RIGHT OF WAY
 GN0660'FENCE.
 GN0660'
 GN0660'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 GN0660'DISK SET IN A CONCRETE POST PROJECTING ABOUT SIX INCHES ABOVE
 GN0660'THE GROUND AND STAMPED 3610745003, 1975.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GO0362 ***********************************************************************
 GO0362  DESIGNATION -  3610745004
 GO0362  PID         -  GO0362
 GO0362  STATE/COUNTY-  NM/SAN JUAN
 GO0362  USGS QUAD   -  EAST FORK KUTZ CANYON (1985)
 GO0362
 GO0362                         *CURRENT SURVEY CONTROL
 GO0362  ___________________________________________________________________
 GO0362* NAD 83(1992)-  36 35 09.95890(N)    108 00 01.55265(W)     ADJUSTED  
 GO0362* NAVD 88     -      1908.8    (meters)    6262.     (feet)  VERTCON   
 GO0362  ___________________________________________________________________
 GO0362  LAPLACE CORR-           1.90  (seconds)                    DEFLEC99
 GO0362  GEOID HEIGHT-         -21.04  (meters)                     GEOID03
 GO0362
 GO0362  HORZ ORDER  -  SECOND
 GO0362
 GO0362.The horizontal coordinates were established by classical geodetic methods
 GO0362.and adjusted by the National Geodetic Survey in December 1993..
 GO0362
 GO0362.The NAVD 88 height was computed by applying the VERTCON shift value to
 GO0362.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GO0362
 GO0362.The Laplace correction was computed from DEFLEC99 derived deflections.
 GO0362
 GO0362.The geoid height was determined by GEOID03.
 GO0362
 GO0362;                    North         East     Units Scale Factor Converg.
 GO0362;SPC NM W     -   619,565.937   815,047.341   MT  0.99991942   -0 05 58.5
 GO0362;SPC NM W     - 2,032,692.58  2,674,034.48   sFT  0.99991942   -0 05 58.5
 GO0362;UTM  12      - 4,053,147.854   768,365.252   MT  1.00048740   +1 47 20.0
 GO0362;UTM  13      - 4,053,150.265   231,557.554   MT  1.00048791   -1 47 21.9
 GO0362
 GO0362!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GO0362!SPC NM W     -   0.99970382  x   0.99991942  =   0.99962326
 GO0362!UTM  12      -   0.99970382  x   1.00048740  =   1.00019107
 GO0362!UTM  13      -   0.99970382  x   1.00048791  =   1.00019158
 GO0362
 GO0362:                Primary Azimuth Mark                     Grid Az
 GO0362:SPC NM W     -  3610745003                               151 43 08.3
 GO0362:UTM  12      -  3610745003                               149 49 49.8
 GO0362:UTM  13      -  3610745003                               153 24 31.7
 GO0362
 GO0362|---------------------------------------------------------------------|
 GO0362| PID    Reference Object                     Distance      Geod. Az  |
 GO0362|                                                           dddmmss.s |
 GO0362| GN0660 3610745003                          APPROX. 2.5 KM 1513709.8 |
 GO0362|---------------------------------------------------------------------|
 GO0362
 GO0362                          SUPERSEDED SURVEY CONTROL
 GO0362
 GO0362  NAD 83(1992)-  36 35 09.95659(N)    108 00 01.55505(W) AD(       ) 2
 GO0362  NAD 83(1986)-  36 35 09.95319(N)    108 00 01.56054(W) AD(       ) 2
 GO0362  NAD 27      -  36 35 09.92424(N)    107 59 59.32131(W) AD(       ) 2
 GO0362  NGVD 29 (07/19/86) 1907.8    (m)         6259.     (f) VERT ANG       
 GO0362
 GO0362.Superseded values are not recommended for survey control.
 GO0362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GO0362.See file dsdata.txt to determine how the superseded data were derived.
 GO0362
 GO0362_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYF6836553148(NAD 83)
 GO0362_MARKER: DD = SURVEY DISK
 GO0362_SETTING: 0 = UNSPECIFIED SETTING
 GO0362_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GO0362
 GO0362  HISTORY     - Date     Condition        Report By
 GO0362  HISTORY     - 1975     MONUMENTED       NMHD
 GO0362
 GO0362                          STATION DESCRIPTION
 GO0362
 GO0362'DESCRIBED BY NM HIGHWAY DEPT 1975 (CWW)
 GO0362'THE STATION IS LOCATED IN SAN JUAN COUNTY, NEW MEXICO ALONG STATE
 GO0362'ROAD 44, 15.1 AIRMILES NORTH-NORTHWEST OF THE HUERFANO TRADING
 GO0362'POST AND 8.6 AIRMILES SOUTH OF BLOOMFIELD, NEW MEXICO.
 GO0362'
 GO0362'THE STATION IS AT MILEPOST 142.5.
 GO0362'
 GO0362'TO REACH FROM THE INTERSECTION OF STATE ROAD 44 AND U.S. 64 IN
 GO0362'BLOOMFIELD, NEW MEXICO GO SOUTH ON STATE ROAD 44, 9.5 MILES TO
 GO0362'THE STATION ON THE LEFT.  THE STATION IS 94 FEET EAST OF THE
 GO0362'CENTERLINE OF STATE ROAD 44 ON A SHALLOW ROADWAY CUT.
 GO0362'
 GO0362'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 GO0362'DISK SET IN A CONCRETE POST PROJECTING ABOUT SIX INCHES ABOVE
 GO0362'THE GROUND AND STAMPED 3610745004, 1975.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0668 ***********************************************************************
 GN0668  DESIGNATION -  3610745005
 GN0668  PID         -  GN0668
 GN0668  STATE/COUNTY-  NM/SAN JUAN
 GN0668  USGS QUAD   -  BLOOMFIELD (1985)
 GN0668
 GN0668                         *CURRENT SURVEY CONTROL
 GN0668  ___________________________________________________________________
 GN0668* NAD 83(1992)-  36 38 58.84238(N)    107 59 58.75606(W)     ADJUSTED  
 GN0668* NAVD 88     -      1743.6    (meters)    5720.     (feet)  VERTCON   
 GN0668  ___________________________________________________________________
 GN0668  LAPLACE CORR-           1.90  (seconds)                    DEFLEC99
 GN0668  GEOID HEIGHT-         -21.05  (meters)                     GEOID03
 GN0668
 GN0668  HORZ ORDER  -  SECOND
 GN0668
 GN0668.The horizontal coordinates were established by classical geodetic methods
 GN0668.and adjusted by the National Geodetic Survey in December 1993..
 GN0668
 GN0668.The NAVD 88 height was computed by applying the VERTCON shift value to
 GN0668.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GN0668
 GN0668.The Laplace correction was computed from DEFLEC99 derived deflections.
 GN0668
 GN0668.The geoid height was determined by GEOID03.
 GN0668
 GN0668;                    North         East     Units Scale Factor Converg.
 GN0668;SPC NM W     -   626,620.601   815,129.071   MT  0.99991939   -0 05 57.4
 GN0668;SPC NM W     - 2,055,837.76  2,674,302.63   sFT  0.99991939   -0 05 57.4
 GN0668;UTM  13      - 4,060,203.446   231,847.600   MT  1.00048598   -1 47 29.8
 GN0668;UTM  12      - 4,060,205.379   768,214.195   MT  1.00048639   +1 47 31.3
 GN0668
 GN0668!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GN0668!SPC NM W     -   0.99972974  x   0.99991939  =   0.99964915
 GN0668!UTM  13      -   0.99972974  x   1.00048598  =   1.00021559
 GN0668!UTM  12      -   0.99972974  x   1.00048639  =   1.00021600
 GN0668
 GN0668:                Primary Azimuth Mark                     Grid Az
 GN0668:SPC NM W     -  3610745006                               013 31 12.9
 GN0668:UTM  13      -  3610745006                               015 12 45.3
 GN0668:UTM  12      -  3610745006                               011 37 44.2
 GN0668
 GN0668|---------------------------------------------------------------------|
 GN0668| PID    Reference Object                     Distance      Geod. Az  |
 GN0668|                                                           dddmmss.s |
 GN0668| GN0667 3610745006                          APPROX. 3.5 KM 0132515.5 |
 GN0668|---------------------------------------------------------------------|
 GN0668
 GN0668                          SUPERSEDED SURVEY CONTROL
 GN0668
 GN0668  NAD 83(1992)-  36 38 58.84014(N)    107 59 58.75686(W) AD(       ) 2
 GN0668  NAD 83(1986)-  36 38 58.83674(N)    107 59 58.76510(W) AD(       ) 2
 GN0668  NAD 27      -  36 38 58.81226(N)    107 59 56.52410(W) AD(       ) 2
 GN0668  NGVD 29 (07/19/86) 1742.6    (m)         5717.     (f) VERT ANG       
 GN0668
 GN0668.Superseded values are not recommended for survey control.
 GN0668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0668.See file dsdata.txt to determine how the superseded data were derived.
 GN0668
 GN0668_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBA3184860203(NAD 83)
 GN0668_MARKER: DD = SURVEY DISK
 GN0668_SETTING: 0 = UNSPECIFIED SETTING
 GN0668_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GN0668
 GN0668  HISTORY     - Date     Condition        Report By
 GN0668  HISTORY     - 1975     MONUMENTED       NMHD
 GN0668
 GN0668                          STATION DESCRIPTION
 GN0668
 GN0668'DESCRIBED BY NM HIGHWAY DEPT 1975 (CWW)
 GN0668'THE STATION IS LOCATED IN SAN JUAN COUNTY, NEW MEXICO ALONG STATE
 GN0668'ROAD 44, 18.9 AIRMILES NORTH-NORTHWEST OF THE HUERFANO TRADING
 GN0668'POST AND 4.3 AIRMILES SOUTH-SOUTHWEST OF BLOOMFIELD, NEW MEXICO.
 GN0668'
 GN0668'THE STATION IS AT MILEPOST 147.3.
 GN0668'
 GN0668'TO REACH FROM THE INTERSECTION OF STATE ROAD 44 AND U.S. 64 IN
 GN0668'BLOOMFIELD, NEW MEXICO GO SOUTH ON STATE ROAD 44, 4.5 MILES TO
 GN0668'THE STATION ON THE LEFT.  THE STATION IS 94 FEET EAST OF THE
 GN0668'CENTERLINE OF STATE ROAD 44 ON A MEDIUM ROADWAY CUT AND IS 5 FEET
 GN0668'WEST OF THE RIGHT OF WAY FENCE.
 GN0668'
 GN0668'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 GN0668'DISK SET IN A CONCRETE POST PROJECTING ABOUT SIX INCHES ABOVE
 GN0668'THE GROUND AND STAMPED 3610745005, 1975.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0667 ***********************************************************************
 GN0667  DESIGNATION -  3610745006
 GN0667  PID         -  GN0667
 GN0667  STATE/COUNTY-  NM/SAN JUAN
 GN0667  USGS QUAD   -  BLOOMFIELD (1985)
 GN0667
 GN0667                         *CURRENT SURVEY CONTROL
 GN0667  ___________________________________________________________________
 GN0667* NAD 83(1992)-  36 40 49.28125(N)    107 59 26.03774(W)     ADJUSTED  
 GN0667* NAVD 88     -      1710.0    (meters)    5610.     (feet)  VERTCON   
 GN0667  ___________________________________________________________________
 GN0667  LAPLACE CORR-           2.17  (seconds)                    DEFLEC99
 GN0667  GEOID HEIGHT-         -21.04  (meters)                     GEOID03
 GN0667
 GN0667  HORZ ORDER  -  SECOND
 GN0667
 GN0667.The horizontal coordinates were established by classical geodetic methods
 GN0667.and adjusted by the National Geodetic Survey in December 1993..
 GN0667
 GN0667.The NAVD 88 height was computed by applying the VERTCON shift value to
 GN0667.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GN0667
 GN0667.The Laplace correction was computed from DEFLEC99 derived deflections.
 GN0667
 GN0667.The geoid height was determined by GEOID03.
 GN0667
 GN0667;                    North         East     Units Scale Factor Converg.
 GN0667;SPC NM W     -   630,023.272   815,947.254   MT  0.99991910   -0 05 38.1
 GN0667;SPC NM W     - 2,067,001.35  2,676,986.95   sFT  0.99991910   -0 05 38.1
 GN0667;UTM  13      - 4,063,582.364   232,766.470   MT  1.00047991   -1 47 14.9
 GN0667;UTM  12      - 4,063,635.160   768,919.992   MT  1.00049105   +1 47 55.5
 GN0667
 GN0667!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GN0667!SPC NM W     -   0.99973501  x   0.99991910  =   0.99965413
 GN0667!UTM  13      -   0.99973501  x   1.00047991  =   1.00021480
 GN0667!UTM  12      -   0.99973501  x   1.00049105  =   1.00022593
 GN0667
 GN0667:                Primary Azimuth Mark                     Grid Az
 GN0667:SPC NM W     -  3610745007                               011 46 49.2
 GN0667:UTM  13      -  3610745007                               013 28 26.0
 GN0667:UTM  12      -  3610745007                               009 53 15.6
 GN0667
 GN0667|---------------------------------------------------------------------|
 GN0667| PID    Reference Object                     Distance      Geod. Az  |
 GN0667|                                                           dddmmss.s |
 GN0667| GN0666 3610745007                          APPROX. 1.0 KM 0114111.1 |
 GN0667|---------------------------------------------------------------------|
 GN0667
 GN0667                          SUPERSEDED SURVEY CONTROL
 GN0667
 GN0667  NAD 83(1992)-  36 40 49.27899(N)    107 59 26.03780(W) AD(       ) 2
 GN0667  NAD 83(1986)-  36 40 49.27572(N)    107 59 26.04733(W) AD(       ) 2
 GN0667  NAD 27      -  36 40 49.25323(N)    107 59 23.80600(W) AD(       ) 2
 GN0667  NGVD 29 (07/19/86) 1709.0    (m)         5607.     (f) VERT ANG       
 GN0667
 GN0667.Superseded values are not recommended for survey control.
 GN0667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0667.See file dsdata.txt to determine how the superseded data were derived.
 GN0667
 GN0667_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBA3276663582(NAD 83)
 GN0667_MARKER: DD = SURVEY DISK
 GN0667_SETTING: 0 = UNSPECIFIED SETTING
 GN0667_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GN0667
 GN0667  HISTORY     - Date     Condition        Report By
 GN0667  HISTORY     - 1975     MONUMENTED       NMHD
 GN0667
 GN0667                          STATION DESCRIPTION
 GN0667
 GN0667'DESCRIBED BY NM HIGHWAY DEPT 1975 (CWW)
 GN0667'THE STATION IS LOCATED IN SAN JUAN COUNTY, NEW MEXICO ALONG STATE
 GN0667'ROAD 44, 20.6 AIRMILES NORTH-NORTHWEST OF THE HUERFANO TRADING POST
 GN0667'AND 2.1 AIRMILES SOUTH OF BLOOMFIELD, NEW MEXICO.
 GN0667'
 GN0667'THE STATION IS AT MILEPOST 149.5.
 GN0667'
 GN0667'TO REACH FROM THE INTERSECTION OF STATE ROAD 44 AND U.S. 64 IN
 GN0667'BLOOMFIELD, NEW MEXICO GO SOUTH ON STATE ROAD 44, 2.2 MILES TO THE
 GN0667'STATION ON THE RIGHT.  THE STATION IS 99 FEET WEST OF THE
 GN0667'CENTERLINE OF STATE ROAD 44, 6 FEET EAST OF THE RIGHT OF WAY FENCE
 GN0667'ON A ROADWAY CUT.
 GN0667'
 GN0667'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION DISK
 GN0667'SET IN A CONCRETE POST PROJECTING ABOUT SIX INCHES ABOVE THE GROUND
 GN0667'AND STAMPED 3610745006, 1975.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0666 ***********************************************************************
 GN0666  DESIGNATION -  3610745007
 GN0666  PID         -  GN0666
 GN0666  STATE/COUNTY-  NM/SAN JUAN
 GN0666  USGS QUAD   -  BLOOMFIELD (1985)
 GN0666
 GN0666                         *CURRENT SURVEY CONTROL
 GN0666  ___________________________________________________________________
 GN0666* NAD 83(1992)-  36 41 19.74377(N)    107 59 18.21403(W)     ADJUSTED  
 GN0666* NAVD 88     -      1700.5    (meters)    5579.     (feet)  VERTCON   
 GN0666  ___________________________________________________________________
 GN0666  LAPLACE CORR-           2.12  (seconds)                    DEFLEC99
 GN0666  GEOID HEIGHT-         -21.04  (meters)                     GEOID03
 GN0666
 GN0666  HORZ ORDER  -  SECOND
 GN0666
 GN0666.The horizontal coordinates were established by classical geodetic methods
 GN0666.and adjusted by the National Geodetic Survey in December 1993..
 GN0666
 GN0666.The NAVD 88 height was computed by applying the VERTCON shift value to
 GN0666.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GN0666
 GN0666.The Laplace correction was computed from DEFLEC99 derived deflections.
 GN0666
 GN0666.The geoid height was determined by GEOID03.
 GN0666
 GN0666;                    North         East     Units Scale Factor Converg.
 GN0666;SPC NM W     -   630,961.901   816,143.008   MT  0.99991903   -0 05 33.5
 GN0666;SPC NM W     - 2,070,080.84  2,677,629.19   sFT  0.99991903   -0 05 33.5
 GN0666;UTM  13      - 4,064,515.319   232,990.006   MT  1.00047844   -1 47 11.5
 GN0666;UTM  12      - 4,064,580.283   769,084.729   MT  1.00049214   +1 48 01.5
 GN0666
 GN0666!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GN0666!SPC NM W     -   0.99973650  x   0.99991903  =   0.99965556
 GN0666!UTM  13      -   0.99973650  x   1.00047844  =   1.00021482
 GN0666!UTM  12      -   0.99973650  x   1.00049214  =   1.00022851
 GN0666
 GN0666:                Primary Azimuth Mark                     Grid Az
 GN0666:SPC NM W     -  3610745008                               007 37 08.8
 GN0666:UTM  13      -  3610745008                               009 18 46.8
 GN0666:UTM  12      -  3610745008                               005 43 33.8
 GN0666
 GN0666|---------------------------------------------------------------------|
 GN0666| PID    Reference Object                     Distance      Geod. Az  |
 GN0666|                                                           dddmmss.s |
 GN0666| GN0664 3610745008                          APPROX. 2.5 KM 0073135.3 |
 GN0666|---------------------------------------------------------------------|
 GN0666
 GN0666                          SUPERSEDED SURVEY CONTROL
 GN0666
 GN0666  NAD 83(1992)-  36 41 19.74147(N)    107 59 18.21391(W) AD(       ) 2
 GN0666  NAD 83(1986)-  36 41 19.73826(N)    107 59 18.22378(W) AD(       ) 2
 GN0666  NAD 27      -  36 41 19.71635(N)    107 59 15.98232(W) AD(       ) 2
 GN0666  NGVD 29 (07/19/86) 1699.5    (m)         5576.     (f) VERT ANG       
 GN0666
 GN0666.Superseded values are not recommended for survey control.
 GN0666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0666.See file dsdata.txt to determine how the superseded data were derived.
 GN0666
 GN0666_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBA3299064515(NAD 83)
 GN0666_MARKER: DD = SURVEY DISK
 GN0666_SETTING: 0 = UNSPECIFIED SETTING
 GN0666_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GN0666
 GN0666  HISTORY     - Date     Condition        Report By
 GN0666  HISTORY     - 1975     MONUMENTED       NMHD
 GN0666  HISTORY     - 19991221 POOR             LOCSUR
 GN0666
 GN0666                          STATION DESCRIPTION
 GN0666
 GN0666'DESCRIBED BY NM HIGHWAY DEPT 1975 (CWW)
 GN0666'THE STATION IS LOCATED IN SAN JUAN COUNTY, NEW MEXICO ALONG STATE
 GN0666'ROAD 44, 6.3 AIRMILES WEST OF LYBROOKS TRADING POST AND 4.5
 GN0666'AIRMILES EAST-SOUTHEAST OF NAGEEZI TRADING POST.
 GN0666'
 GN0666'THE STATION IS AT MILEPOST 110.1.
 GN0666'
 GN0666'TO REACH FROM THE NAGEEZI TRADING POST GO SOUTHEAST ON STATE ROAD
 GN0666'44, 5.8 MILES TO THE STATION ON THE LEFT.  THE STATION IS 145 FEET
 GN0666'NORTH OF THE CENTERLINE OF STATE ROAD 44 AND 45 FEET NORTH OF THE
 GN0666'RIGHT OF WAY FENCE ON A SMALL MESA.
 GN0666'
 GN0666'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION DISK
 GN0666'SET IN A CONCRETE POST PROJECTING ABOUT SIX INCHES ABOVE THE GROUND
 GN0666'AND STAMPED 3610735007, 1975.
 GN0666
 GN0666                          STATION RECOVERY (1999)
 GN0666
 GN0666'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1999 (MD)
 GN0666'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0664 ***********************************************************************
 GN0664  DESIGNATION -  3610745008
 GN0664  PID         -  GN0664
 GN0664  STATE/COUNTY-  NM/SAN JUAN
 GN0664  USGS QUAD   -  BLOOMFIELD (1985)
 GN0664
 GN0664                         *CURRENT SURVEY CONTROL
 GN0664  ___________________________________________________________________
 GN0664* NAD 83(1992)-  36 42 39.62890(N)    107 59 05.10484(W)     ADJUSTED  
 GN0664* NAVD 88     -      1663.3    (meters)    5457.     (feet)  VERTCON   
 GN0664  ___________________________________________________________________
 GN0664  LAPLACE CORR-           1.76  (seconds)                    DEFLEC99
 GN0664  GEOID HEIGHT-         -21.02  (meters)                     GEOID03
 GN0664
 GN0664  HORZ ORDER  -  SECOND
 GN0664
 GN0664.The horizontal coordinates were established by classical geodetic methods
 GN0664.and adjusted by the National Geodetic Survey in December 1993..
 GN0664
 GN0664.The NAVD 88 height was computed by applying the VERTCON shift value to
 GN0664.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GN0664
 GN0664.The Laplace correction was computed from DEFLEC99 derived deflections.
 GN0664
 GN0664.The geoid height was determined by GEOID03.
 GN0664
 GN0664;                    North         East     Units Scale Factor Converg.
 GN0664;SPC NM W     -   633,423.682   816,472.317   MT  0.99991892   -0 05 25.9
 GN0664;SPC NM W     - 2,078,157.53  2,678,709.59   sFT  0.99991892   -0 05 25.9
 GN0664;UTM  13      - 4,066,967.655   233,392.183   MT  1.00047579   -1 47 07.0
 GN0664;UTM  12      - 4,067,053.020   769,332.657   MT  1.00049379   +1 48 12.7
 GN0664
 GN0664!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GN0664!SPC NM W     -   0.99974234  x   0.99991892  =   0.99966128
 GN0664!UTM  13      -   0.99974234  x   1.00047579  =   1.00021800
 GN0664!UTM  12      -   0.99974234  x   1.00049379  =   1.00023600
 GN0664
 GN0664:                Primary Azimuth Mark                     Grid Az
 GN0664:SPC NM W     -  ROCK                                     358 03 34.4
 GN0664:UTM  13      -  ROCK                                     359 45 15.5
 GN0664:UTM  12      -  ROCK                                     356 09 55.8
 GN0664
 GN0664|---------------------------------------------------------------------|
 GN0664| PID    Reference Object                     Distance      Geod. Az  |
 GN0664|                                                           dddmmss.s |
 GN0664| GN0665 ROCK                                APPROX. 1.6 KM 3575808.5 |
 GN0664|---------------------------------------------------------------------|
 GN0664
 GN0664                          SUPERSEDED SURVEY CONTROL
 GN0664
 GN0664  NAD 83(1992)-  36 42 39.62661(N)    107 59 05.10423(W) AD(       ) 2
 GN0664  NAD 83(1986)-  36 42 39.62345(N)    107 59 05.11496(W) AD(       ) 2
 GN0664  NAD 27      -  36 42 39.60302(N)    107 59 02.87305(W) AD(       ) 2
 GN0664  NGVD 29 (07/19/86) 1662.3    (m)         5454.     (f) VERT ANG       
 GN0664
 GN0664.Superseded values are not recommended for survey control.
 GN0664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0664.See file dsdata.txt to determine how the superseded data were derived.
 GN0664
 GN0664_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBA3339266968(NAD 83)
 GN0664_MARKER: DD = SURVEY DISK
 GN0664_SETTING: 0 = UNSPECIFIED SETTING
 GN0664_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GN0664
 GN0664  HISTORY     - Date     Condition        Report By
 GN0664  HISTORY     - 1975     MONUMENTED       NMHD
 GN0664
 GN0664                          STATION DESCRIPTION
 GN0664
 GN0664'DESCRIBED BY NM HIGHWAY DEPT 1975 (CWW)
 GN0664'THE STATION IS LOCATED IN SAN JUAN COUNTY, NEW MEXICO ON STATE ROAD
 GN0664'44 IN BLOOMFIELD, NEW MEXICO.
 GN0664'
 GN0664'THE STATION IS ABOUT 100 FEET SOUTH OF THE INTERSECTION OF STATE
 GN0664'ROAD 44 AND U.S. 64 IN BLOOMFIELD AND IS IN THE CENTER OF A MEDIAN
 GN0664'DIVIDER.
 GN0664'
 GN0664'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION DISK
 GN0664'SET IN A CONCRETE POST PROJECTING ABOUT SIX INCHES ABOVE THE GROUND
 GN0664'AND STAMPED 3610745008, 1975.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GO0404 ***********************************************************************
 GO0404  DESIGNATION -  3610815001
 GO0404  PID         -  GO0404
 GO0404  STATE/COUNTY-  NM/SAN JUAN
 GO0404  USGS QUAD   -  WATERFLOW (1979)
 GO0404
 GO0404                         *CURRENT SURVEY CONTROL
 GO0404  ___________________________________________________________________
 GO0404* NAD 83(1992)-  36 45 35.49034(N)    108 29 13.69282(W)     ADJUSTED  
 GO0404* NAVD 88     -      1541.1    (meters)    5056.     (feet)  VERTCON   
 GO0404  ___________________________________________________________________
 GO0404  LAPLACE CORR-          -0.14  (seconds)                    DEFLEC99
 GO0404  GEOID HEIGHT-         -21.11  (meters)                     GEOID03
 GO0404
 GO0404  HORZ ORDER  -  SECOND
 GO0404
 GO0404.The horizontal coordinates were established by classical geodetic methods
 GO0404.and adjusted by the National Geodetic Survey in December 1993..
 GO0404
 GO0404.The NAVD 88 height was computed by applying the VERTCON shift value to
 GO0404.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GO0404
 GO0404.The Laplace correction was computed from DEFLEC99 derived deflections.
 GO0404
 GO0404.The geoid height was determined by GEOID03.
 GO0404
 GO0404;                    North         East     Units Scale Factor Converg.
 GO0404;SPC NM W     -   639,032.931   771,625.851   MT  0.99995863   -0 23 28.6
 GO0404;SPC NM W     - 2,096,560.54  2,531,575.81   sFT  0.99995863   -0 23 28.6
 GO0404;UTM  12      - 4,071,178.021   724,306.422   MT  1.00021989   +1 30 16.1
 GO0404
 GO0404!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GO0404!SPC NM W     -   0.99976152  x   0.99995863  =   0.99972016
 GO0404!UTM  12      -   0.99976152  x   1.00021989  =   0.99998135
 GO0404
 GO0404:                Primary Azimuth Mark                     Grid Az
 GO0404:SPC NM W     -  3610845017                               271 13 47.2
 GO0404:UTM  12      -  3610845017                               269 20 02.5
 GO0404
 GO0404|---------------------------------------------------------------------|
 GO0404| PID    Reference Object                     Distance      Geod. Az  |
 GO0404|                                                           dddmmss.s |
 GO0404| GO0449 3610845017                          APPROX. 1.8 KM 2705018.6 |
 GO0404|---------------------------------------------------------------------|
 GO0404
 GO0404                          SUPERSEDED SURVEY CONTROL
 GO0404
 GO0404  NAD 83(1992)-  36 45 35.49060(N)    108 29 13.69330(W) AD(       ) 2
 GO0404  NAD 83(1992)-  36 45 35.48956(N)    108 29 13.69362(W) AD(       ) 2
 GO0404  NAD 83(1986)-  36 45 35.48349(N)    108 29 13.70063(W) AD(       ) 2
 GO0404  NAD 27      -  36 45 35.47953(N)    108 29 11.40543(W) AD(       ) 2
 GO0404  NGVD 29 (07/19/86) 1540.2    (m)         5053.     (f) VERT ANG       
 GO0404
 GO0404.Superseded values are not recommended for survey control.
 GO0404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GO0404.See file dsdata.txt to determine how the superseded data were derived.
 GO0404
 GO0404_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYF2430671178(NAD 83)
 GO0404_MARKER: DD = SURVEY DISK
 GO0404_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GO0404_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GO0404_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GO0404+STABILITY: SURFACE MOTION
 GO0404
 GO0404  HISTORY     - Date     Condition        Report By
 GO0404  HISTORY     - 1971     MONUMENTED       NMHD
 GO0404
 GO0404                          STATION DESCRIPTION
 GO0404
 GO0404'DESCRIBED BY NM HIGHWAY DEPT 1971 (CWW)
 GO0404'STATION IS LOCATED IN SAN JUAN COUNTY, NEW MEXICO, ON U. S. HIGHWAY
 GO0404'550, 13.4 MILES EAST OF THE JUNCTION OF U. S. HIGHWAY 550 AND U. S.
 GO0404'HIGHWAY 666 IN SHIPROCK, NEW MEXICO, AND 0.1 MILE EAST OF NMSHC
 GO0404'MILEPOST NUMBER (0321) 12.
 GO0404'
 GO0404'TO REACH STATION FROM THE POST OFFICE AT SHIPROCK, NEW MEXICO, TRAVEL
 GO0404'SOUTH ON U. S. 666 FOR 1.25 MILES TO THE JUNCTION OF U. S. HIGHWAY
 GO0404'666 AND U. S. HIGHWAY 550 AND TURN LEFT (EAST) ONTO U. S. 550.
 GO0404'TRAVEL 13.4 MILES ON U. S. 550.  STATION IS 104.6 FEET RIGHT (SOUTH)
 GO0404'OF THE CENTERLINE OF U. S. 550 FROM THIS POINT.
 GO0404'
 GO0404'STATION IS A STANDARD NMSHC BRASS DISK SET IN A CONCRETE MONUMENT
 GO0404'AND STAMPED 3610815001 - 1971.  IT IS 1.8 FEET NORTH OF A METAL
 GO0404'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GO0403 ***********************************************************************
 GO0403  DESIGNATION -  3610815002
 GO0403  PID         -  GO0403
 GO0403  STATE/COUNTY-  NM/SAN JUAN
 GO0403  USGS QUAD   -  WATERFLOW (1979)
 GO0403
 GO0403                         *CURRENT SURVEY CONTROL
 GO0403  ___________________________________________________________________
 GO0403* NAD 83(1992)-  36 45 36.57514(N)    108 27 40.54901(W)     ADJUSTED  
 GO0403* NAVD 88     -      1560.9    (meters)    5121.     (feet)  VERTCON   
 GO0403  ___________________________________________________________________
 GO0403  LAPLACE CORR-           0.07  (seconds)                    DEFLEC99
 GO0403  GEOID HEIGHT-         -21.11  (meters)                     GEOID03
 GO0403
 GO0403  HORZ ORDER  -  SECOND
 GO0403
 GO0403.The horizontal coordinates were established by classical geodetic methods
 GO0403.and adjusted by the National Geodetic Survey in December 1993..
 GO0403
 GO0403.The NAVD 88 height was computed by applying the VERTCON shift value to
 GO0403.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GO0403
 GO0403.The Laplace correction was computed from DEFLEC99 derived deflections.
 GO0403
 GO0403.The geoid height was determined by GEOID03.
 GO0403
 GO0403;                    North         East     Units Scale Factor Converg.
 GO0403;SPC NM W     -   639,050.904   773,936.165   MT  0.99995538   -0 22 32.9
 GO0403;SPC NM W     - 2,096,619.51  2,539,155.57   sFT  0.99995538   -0 22 32.9
 GO0403;UTM  12      - 4,071,272.439   726,615.499   MT  1.00023272   +1 31 12.0
 GO0403
 GO0403!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GO0403!SPC NM W     -   0.99975841  x   0.99995538  =   0.99971380
 GO0403!UTM  12      -   0.99975841  x   1.00023272  =   0.99999108
 GO0403
 GO0403:                Primary Azimuth Mark                     Grid Az
 GO0403:SPC NM W     -  3610815001                               269 33 15.4
 GO0403:UTM  12      -  3610815001                               267 39 30.5
 GO0403
 GO0403|---------------------------------------------------------------------|
 GO0403| PID    Reference Object                     Distance      Geod. Az  |
 GO0403|                                                           dddmmss.s |
 GO0403| GO0404 3610815001                          APPROX. 2.3 KM 2691042.5 |
 GO0403|---------------------------------------------------------------------|
 GO0403
 GO0403                          SUPERSEDED SURVEY CONTROL
 GO0403
 GO0403  NAD 83(1992)-  36 45 36.57546(N)    108 27 40.54944(W) AD(       ) 2
 GO0403  NAD 83(1992)-  36 45 36.57455(N)    108 27 40.54975(W) AD(       ) 2
 GO0403  NAD 83(1986)-  36 45 36.56817(N)    108 27 40.55701(W) AD(       ) 2
 GO0403  NAD 27      -  36 45 36.56414(N)    108 27 38.26433(W) AD(       ) 2
 GO0403  NGVD 29 (07/19/86) 1560.0    (m)         5118.     (f) VERT ANG       
 GO0403
 GO0403.Superseded values are not recommended for survey control.
 GO0403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GO0403.See file dsdata.txt to determine how the superseded data were derived.
 GO0403
 GO0403_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYF2661571272(NAD 83)
 GO0403_MARKER: DD = SURVEY DISK
 GO0403_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GO0403_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GO0403_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GO0403+STABILITY: SURFACE MOTION
 GO0403
 GO0403  HISTORY     - Date     Condition        Report By
 GO0403  HISTORY     - 1971     MONUMENTED       NMHD
 GO0403
 GO0403                          STATION DESCRIPTION
 GO0403
 GO0403'DESCRIBED BY NM HIGHWAY DEPT 1971 (CWW)
 GO0403'STATION IS LOCATED IN SAN JUAN COUNTY, NEW MEXICO, ON U. S. HIGHWAY
 GO0403'550, 14.8 MILES EAST OF THE JUNCTION OF U. S. HIGHWAY 550 AND U. S.
 GO0403'HIGHWAY 666 IN SHIPROCK, NEW MEXICO, AND 0.3 MILE EAST OF NMSHC
 GO0403'MILEPOST NUMBER (0321) 13.22.
 GO0403'
 GO0403'TO REACH STATION FROM THE POST OFFICE IN SHIPROCK, NEW MEXICO, TRAVEL
 GO0403'SOUTH ON U. S. 666 FOR 1.25 MILES TO THE JUNCTION OF U. S. HIGHWAY
 GO0403'666 AND U. S. HIGHWAY 550.  TURN LEFT (EAST) ONTO U. S. 550 AND
 GO0403'TRAVEL 14.8 MILES.  STATION IS 123.0 FEET LEFT (NORTH) OF THE
 GO0403'CENTERLINE OF U. S. 550 FROM THIS POINT.
 GO0403'
 GO0403'STATION IS A STANDARD NMSHC BRASS DISK SET IN A CONCRETE MONUMENT
 GO0403'AND STAMPED 3610815002, 1971.  IT IS 1.4 FEET SOUTH OF A METAL
 GO0403'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GO0408 ***********************************************************************
 GO0408  DESIGNATION -  3610815003
 GO0408  PID         -  GO0408
 GO0408  STATE/COUNTY-  NM/SAN JUAN
 GO0408  USGS QUAD   -  WATERFLOW (1979)
 GO0408
 GO0408                         *CURRENT SURVEY CONTROL
 GO0408  ___________________________________________________________________
 GO0408* NAD 83(1992)-  36 45 29.79749(N)    108 26 39.06798(W)     ADJUSTED  
 GO0408* NAVD 88     -      1574.6    (meters)    5166.     (feet)  VERTCON   
 GO0408  ___________________________________________________________________
 GO0408  LAPLACE CORR-           0.07  (seconds)                    DEFLEC99
 GO0408  GEOID HEIGHT-         -21.12  (meters)                     GEOID03
 GO0408
 GO0408  HORZ ORDER  -  SECOND
 GO0408
 GO0408.The horizontal coordinates were established by classical geodetic methods
 GO0408.and adjusted by the National Geodetic Survey in December 1993..
 GO0408
 GO0408.The NAVD 88 height was computed by applying the VERTCON shift value to
 GO0408.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GO0408
 GO0408.The Laplace correction was computed from DEFLEC99 derived deflections.
 GO0408
 GO0408.The geoid height was determined by GEOID03.
 GO0408
 GO0408;                    North         East     Units Scale Factor Converg.
 GO0408;SPC NM W     -   638,832.126   775,459.639   MT  0.99995330   -0 21 56.0
 GO0408;SPC NM W     - 2,095,901.73  2,544,153.83   sFT  0.99995330   -0 21 56.0
 GO0408;UTM  12      - 4,071,104.131   728,145.809   MT  1.00024129   +1 31 48.6
 GO0408
 GO0408!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GO0408!SPC NM W     -   0.99975626  x   0.99995330  =   0.99970958
 GO0408!UTM  12      -   0.99975626  x   1.00024129  =   0.99999750
 GO0408
 GO0408:                Primary Azimuth Mark                     Grid Az
 GO0408:SPC NM W     -  3610815004                               131 54 26.1
 GO0408:UTM  12      -  3610815004                               130 00 41.5
 GO0408
 GO0408|---------------------------------------------------------------------|
 GO0408| PID    Reference Object                     Distance      Geod. Az  |
 GO0408|                                                           dddmmss.s |
 GO0408| GO0409 3610815004                          APPROX. 0.9 KM 1313230.1 |
 GO0408|---------------------------------------------------------------------|
 GO0408
 GO0408                          SUPERSEDED SURVEY CONTROL
 GO0408
 GO0408  NAD 83(1992)-  36 45 29.79784(N)    108 26 39.06834(W) AD(       ) 2
 GO0408  NAD 83(1992)-  36 45 29.79702(N)    108 26 39.06865(W) AD(       ) 2
 GO0408  NAD 83(1986)-  36 45 29.79045(N)    108 26 39.07602(W) AD(       ) 2
 GO0408  NAD 27      -  36 45 29.78557(N)    108 26 36.78505(W) AD(       ) 2
 GO0408  NGVD 29 (07/19/86) 1573.7    (m)         5163.     (f) VERT ANG       
 GO0408
 GO0408.Superseded values are not recommended for survey control.
 GO0408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GO0408.See file dsdata.txt to determine how the superseded data were derived.
 GO0408
 GO0408_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYF2814671104(NAD 83)
 GO0408_MARKER: DD = SURVEY DISK
 GO0408_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GO0408_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GO0408_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GO0408+STABILITY: SURFACE MOTION
 GO0408
 GO0408  HISTORY     - Date     Condition        Report By
 GO0408  HISTORY     - 1971     MONUMENTED       NMHD
 GO0408
 GO0408                          STATION DESCRIPTION
 GO0408
 GO0408'DESCRIBED BY NM HIGHWAY DEPT 1971 (CWW)
 GO0408'STATION IS LOCATED IN SAN JUAN COUNTY, NEW MEXICO, ON U. S. HIGHWAY
 GO0408'550, 15.8 MILES EAST OF THE JUNCTION OF U. S. HIGHWAY 550 AND U. S.
 GO0408'HIGHWAY 666 IN SHIPROCK, NEW MEXICO, AND 0.6 MILE EAST OF NMSHC
 GO0408'MILEPOST NUMBER (0321) 14.
 GO0408'
 GO0408'TO REACH THE STATION FROM THE POST OFFICE AT SHIPROCK, NEW MEXICO,
 GO0408'TRAVEL SOUTH ON U. S. 666 FOR 1.25 MILES TO THE JUNCTION OF U. S.
 GO0408'HIGHWAY 666 AND U. S. HIGHWAY 550.  TURN LEFT (EAST) ONTO U. S. 550
 GO0408'AND TRAVEL 15.8 MILES.  STATION IS 69.0 FEET RIGHT (SOUTH) OF
 GO0408'THE CENTERLINE OF U. S. 550 FROM THIS POINT.
 GO0408'
 GO0408'STATION IS A STANDARD NMSHC BRASS DISK SET IN A CONCRETE MONUMENT
 GO0408'AND STAMPED 3610815003, 1971.  IT IS 1.6 FEET NORTH OF A METAL
 GO0408'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GO0409 ***********************************************************************
 GO0409  DESIGNATION -  3610815004
 GO0409  PID         -  GO0409
 GO0409  STATE/COUNTY-  NM/SAN JUAN
 GO0409  USGS QUAD   -  WATERFLOW (1979)
 GO0409
 GO0409                         *CURRENT SURVEY CONTROL
 GO0409  ___________________________________________________________________
 GO0409* NAD 83(1992)-  36 45 09.80328(N)    108 26 11.02593(W)     ADJUSTED  
 GO0409* NAVD 88     -      1570.3    (meters)    5152.     (feet)  VERTCON   
 GO0409  ___________________________________________________________________
 GO0409  LAPLACE CORR-           0.07  (seconds)                    DEFLEC99
 GO0409  GEOID HEIGHT-         -21.13  (meters)                     GEOID03
 GO0409
 GO0409  HORZ ORDER  -  SECOND
 GO0409
 GO0409.The horizontal coordinates were established by classical geodetic methods
 GO0409.and adjusted by the National Geodetic Survey in December 1993..
 GO0409
 GO0409.The NAVD 88 height was computed by applying the VERTCON shift value to
 GO0409.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GO0409
 GO0409.The Laplace correction was computed from DEFLEC99 derived deflections.
 GO0409
 GO0409.The geoid height was determined by GEOID03.
 GO0409
 GO0409;                    North         East     Units Scale Factor Converg.
 GO0409;SPC NM W     -   638,211.420   776,151.251   MT  0.99995238   -0 21 39.1
 GO0409;SPC NM W     - 2,093,865.30  2,546,422.90   sFT  0.99995238   -0 21 39.1
 GO0409;UTM  12      - 4,070,506.468   728,857.782   MT  1.00024531   +1 32 04.7
 GO0409
 GO0409!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GO0409!SPC NM W     -   0.99975694  x   0.99995238  =   0.99970933
 GO0409!UTM  12      -   0.99975694  x   1.00024531  =   1.00000219
 GO0409
 GO0409:                Primary Azimuth Mark                     Grid Az
 GO0409:SPC NM W     -  3610815003                               311 54 26.0
 GO0409:UTM  12      -  3610815003                               310 00 42.2
 GO0409
 GO0409|---------------------------------------------------------------------|
 GO0409| PID    Reference Object                     Distance      Geod. Az  |
 GO0409|                                                           dddmmss.s |
 GO0409| GO0408 3610815003                          APPROX. 0.9 KM 3113246.9 |
 GO0409|---------------------------------------------------------------------|
 GO0409
 GO0409                          SUPERSEDED SURVEY CONTROL
 GO0409
 GO0409  NAD 83(1992)-  36 45 09.80363(N)    108 26 11.02625(W) AD(       ) 2
 GO0409  NAD 83(1992)-  36 45 09.80285(N)    108 26 11.02651(W) AD(       ) 2
 GO0409  NAD 83(1986)-  36 45 09.79623(N)    108 26 11.03404(W) AD(       ) 2
 GO0409  NAD 27      -  36 45 09.79071(N)    108 26 08.74413(W) AD(       ) 2
 GO0409  NGVD 29 (07/19/86) 1569.4    (m)         5149.     (f) VERT ANG       
 GO0409
 GO0409.Superseded values are not recommended for survey control.
 GO0409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GO0409.See file dsdata.txt to determine how the superseded data were derived.
 GO0409
 GO0409_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYF2885870506(NAD 83)
 GO0409_MARKER: DD = SURVEY DISK
 GO0409_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GO0409_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GO0409_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GO0409+STABILITY: SURFACE MOTION
 GO0409
 GO0409  HISTORY     - Date     Condition        Report By
 GO0409  HISTORY     - 1971     MONUMENTED       NMHD
 GO0409
 GO0409                          STATION DESCRIPTION
 GO0409
 GO0409'DESCRIBED BY NM HIGHWAY DEPT 1971 (CWW)
 GO0409'STATION IS LOCATED IN SAN JUAN COUNTY, NEW MEXICO, ON STATE ROAD
 GO0409'489, 16.2 MILES EAST OF THE JUNCTION OF U. S. HIGHWAY 550 AND U. S.
 GO0409'HIGHWAY 666 IN SHIPROCK, NEW MEXICO, AND 1.0 MILE WEST OF NMSHC
 GO0409'MILEPOST NUMBER (0321) 16.
 GO0409'
 GO0409'TO REACH STATION FROM THE POST OFFICE AT SHIPROCK, NEW MEXICO, TRAVEL
 GO0409'SOUTH ON U. S. 666 FOR 1.25 MILES TO THE JUNCTION OF U. S. HIGHWAY
 GO0409'666 AND U. S. HIGHWAY 550.  TURN LEFT (EAST) ONTO U. S. 550 AND
 GO0409'TRAVEL 15.5 MILES TO STATE ROAD 489.  TURN SOUTH ONTO STATE ROAD 489
 GO0409'AND TRAVEL 0.75 MILE.  STATION IS 37.8 FEET NORTH OF THE
 GO0409'CENTERLINE OF STATE ROAD 489 FROM THIS POINT.
 GO0409'
 GO0409'STATION IS A STANDARD NMSHC BRASS DISK SET IN A CONCRETE MONUMENT AND
 GO0409'STAMPED 3610815004 - 1971.  IT IS 1.2 FEET SOUTH OF A METAL WITNESS
 GO0409'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GO0407 ***********************************************************************
 GO0407  DESIGNATION -  3610815005
 GO0407  PID         -  GO0407
 GO0407  STATE/COUNTY-  NM/SAN JUAN
 GO0407  USGS QUAD   -  WATERFLOW (1979)
 GO0407
 GO0407                         *CURRENT SURVEY CONTROL
 GO0407  ___________________________________________________________________
 GO0407* NAD 83(1992)-  36 45 17.02709(N)    108 25 52.32632(W)     ADJUSTED  
 GO0407* NAVD 88     -      1599.3    (meters)    5247.     (feet)  VERTCON   
 GO0407  ___________________________________________________________________
 GO0407  LAPLACE CORR-           0.11  (seconds)                    DEFLEC99
 GO0407  GEOID HEIGHT-         -21.13  (meters)                     GEOID03
 GO0407
 GO0407  HORZ ORDER  -  SECOND
 GO0407
 GO0407.The horizontal coordinates were established by classical geodetic methods
 GO0407.and adjusted by the National Geodetic Survey in December 1993..
 GO0407
 GO0407.The NAVD 88 height was computed by applying the VERTCON shift value to
 GO0407.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GO0407
 GO0407.The Laplace correction was computed from DEFLEC99 derived deflections.
 GO0407
 GO0407.The geoid height was determined by GEOID03.
 GO0407
 GO0407;                    North         East     Units Scale Factor Converg.
 GO0407;SPC NM W     -   638,431.176   776,616.460   MT  0.99995176   -0 21 28.0
 GO0407;SPC NM W     - 2,094,586.28  2,547,949.17   sFT  0.99995176   -0 21 28.0
 GO0407;UTM  12      - 4,070,741.562   729,315.602   MT  1.00024789   +1 32 16.1
 GO0407
 GO0407!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GO0407!SPC NM W     -   0.99975239  x   0.99995176  =   0.99970416
 GO0407!UTM  12      -   0.99975239  x   1.00024789  =   1.00000022
 GO0407
 GO0407:                Primary Azimuth Mark                     Grid Az
 GO0407:SPC NM W     -  3610815006                               102 00 28.6
 GO0407:UTM  12      -  3610815006                               100 06 44.5
 GO0407
 GO0407|---------------------------------------------------------------------|
 GO0407| PID    Reference Object                     Distance      Geod. Az  |
 GO0407|                                                           dddmmss.s |
 GO0407| GO0406 3610815006                          APPROX. 1.1 KM 1013900.6 |
 GO0407|---------------------------------------------------------------------|
 GO0407
 GO0407                          SUPERSEDED SURVEY CONTROL
 GO0407
 GO0407  NAD 83(1992)-  36 45 17.02745(N)    108 25 52.32663(W) AD(       ) 2
 GO0407  NAD 83(1992)-  36 45 17.02670(N)    108 25 52.32690(W) AD(       ) 2
 GO0407  NAD 83(1986)-  36 45 17.02000(N)    108 25 52.33445(W) AD(       ) 2
 GO0407  NAD 27      -  36 45 17.01480(N)    108 25 50.04435(W) AD(       ) 2
 GO0407  NGVD 29 (07/19/86) 1598.4    (m)         5244.     (f) VERT ANG       
 GO0407
 GO0407.Superseded values are not recommended for survey control.
 GO0407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GO0407.See file dsdata.txt to determine how the superseded data were derived.
 GO0407
 GO0407_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYF2931670742(NAD 83)
 GO0407_MARKER: DD = SURVEY DISK
 GO0407_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GO0407_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GO0407_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GO0407+STABILITY: SURFACE MOTION
 GO0407
 GO0407  HISTORY     - Date     Condition        Report By
 GO0407  HISTORY     - 1971     MONUMENTED       NMHD
 GO0407
 GO0407                          STATION DESCRIPTION
 GO0407
 GO0407'DESCRIBED BY NM HIGHWAY DEPT 1971 (CWW)
 GO0407'STATION IS LOCATED IN SAN JUAN COUNTY, NEW MEXICO, ON U. S. HIGHWAY
 GO0407'550, 16.8 MILES EAST OF THE JUNCTION OF U. S. HIGHWAY 550 AND U. S.
 GO0407'HIGHWAY 666 IN SHIPROCK, NEW MEXICO, ON A HIGH CUT ON THE NORTH
 GO0407'SIDE OF THE HIGHWAY.
 GO0407'
 GO0407'TO REACH STATION FROM THE POST OFFICE AT SHIPROCK, NEW MEXICO, TRAVEL
 GO0407'SOUTH ON U. S. 666 FOR 1.25 MILES TO THE JUNCTION OF U. S. HIGHWAY
 GO0407'666 AND U. S. HIGHWAY 550.  TURN LEFT (EAST) ON U. S. 550 AND
 GO0407'TRAVEL 16.4 MILES TO THE BIG ROCK TRADING POST.  TURN LEFT (NORTH)
 GO0407'ONTO A TRACK ROAD LEADING UP A SMALL CANYON AND PASSING THROUGH A
 GO0407'WIRE GATE.  TRAVEL TO THE TOP OF A SMALL MESA AND TURN RIGHT
 GO0407'(SOUTH) AT THE TOP.  DRIVE TO THE SOUTH EDGE OF THE MESA, TURN
 GO0407'EAST AND TRAVEL FOR 0.1 MILE TO STATION WHICH IS IN THE HIGHWAY
 GO0407'RIGHT-OF-WAY, 67.8 FEET EAST OF A RIGHT-OF-WAY, AND 35 FEET NORTH
 GO0407'OF THE EDGE OF THE MESA.
 GO0407'
 GO0407'STATION IS A STANDARD NMSHC BRASS DISK SET IN A CONCRETE MONUMENT
 GO0407'AND STAMPED 3610815005 - 1971.  IT IS 1.3 FEET SOUTH OF A METAL
 GO0407'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GO0406 ***********************************************************************
 GO0406  DESIGNATION -  3610815006
 GO0406  PID         -  GO0406
 GO0406  STATE/COUNTY-  NM/SAN JUAN
 GO0406  USGS QUAD   -  WATERFLOW (1979)
 GO0406
 GO0406                         *CURRENT SURVEY CONTROL
 GO0406  ___________________________________________________________________
 GO0406* NAD 83(1992)-  36 45 10.11072(N)    108 25 10.65195(W)     ADJUSTED  
 GO0406* NAVD 88     -      1580.4    (meters)    5185.     (feet)  VERTCON   
 GO0406  ___________________________________________________________________
 GO0406  LAPLACE CORR-           0.20  (seconds)                    DEFLEC99
 GO0406  GEOID HEIGHT-         -21.13  (meters)                     GEOID03
 GO0406
 GO0406  HORZ ORDER  -  SECOND
 GO0406
 GO0406.The horizontal coordinates were established by classical geodetic methods
 GO0406.and adjusted by the National Geodetic Survey in December 1993..
 GO0406
 GO0406.The NAVD 88 height was computed by applying the VERTCON shift value to
 GO0406.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GO0406
 GO0406.The Laplace correction was computed from DEFLEC99 derived deflections.
 GO0406
 GO0406.The geoid height was determined by GEOID03.
 GO0406
 GO0406;                    North         East     Units Scale Factor Converg.
 GO0406;SPC NM W     -   638,211.596   777,648.803   MT  0.99995042   -0 21 03.0
 GO0406;SPC NM W     - 2,093,865.88  2,551,336.11   sFT  0.99995042   -0 21 03.0
 GO0406;UTM  12      - 4,070,556.193   730,354.954   MT  1.00025378   +1 32 40.9
 GO0406
 GO0406!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GO0406!SPC NM W     -   0.99975535  x   0.99995042  =   0.99970579
 GO0406!UTM  12      -   0.99975535  x   1.00025378  =   1.00000907
 GO0406
 GO0406:                Primary Azimuth Mark                     Grid Az
 GO0406:SPC NM W     -  3610815007                               087 34 11.9
 GO0406:UTM  12      -  3610815007                               085 40 28.0
 GO0406
 GO0406|---------------------------------------------------------------------|
 GO0406| PID    Reference Object                     Distance      Geod. Az  |
 GO0406|                                                           dddmmss.s |
 GO0406| GO0405 3610815007                          APPROX. 1.5 KM 0871308.9 |
 GO0406|---------------------------------------------------------------------|
 GO0406
 GO0406                          SUPERSEDED SURVEY CONTROL
 GO0406
 GO0406  NAD 83(1992)-  36 45 10.11111(N)    108 25 10.65224(W) AD(       ) 2
 GO0406  NAD 83(1992)-  36 45 10.11041(N)    108 25 10.65249(W) AD(       ) 2
 GO0406  NAD 83(1986)-  36 45 10.10361(N)    108 25 10.66021(W) AD(       ) 2
 GO0406  NAD 27      -  36 45 10.09823(N)    108 25 08.37246(W) AD(       ) 2
 GO0406  NGVD 29 (07/19/86) 1579.5    (m)         5182.     (f) VERT ANG       
 GO0406
 GO0406.Superseded values are not recommended for survey control.
 GO0406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GO0406.See file dsdata.txt to determine how the superseded data were derived.
 GO0406
 GO0406_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYF3035570556(NAD 83)
 GO0406_MARKER: DD = SURVEY DISK
 GO0406_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GO0406_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GO0406_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GO0406+STABILITY: SURFACE MOTION
 GO0406
 GO0406  HISTORY     - Date     Condition        Report By
 GO0406  HISTORY     - 1971     MONUMENTED       NMHD
 GO0406
 GO0406                          STATION DESCRIPTION
 GO0406
 GO0406'DESCRIBED BY NM HIGHWAY DEPT 1971 (CWW)
 GO0406'STATION IS LOCATED IN SAN JUAN COUNTY, NEW MEXICO, ON U. S. HIGHWAY
 GO0406'550, 17.2 MILES EAST OF THE JUNCTION OF U. S. HIGHWAY 550 AND U. S.
 GO0406'HIGHWAY 666 IN SHIPROCK, NEW MEXICO, AND 0.1 MILE WEST OF NMSHC
 GO0406'MILEPOST NUMBER (0321) 16.
 GO0406'
 GO0406'TO REACH STATION FROM THE POST OFFICE AT SHIPROCK, NEW MEXICO,
 GO0406'TRAVEL SOUTH ON U. S. 666 FOR 1.25 MILES TO THE JUNCTION OF U. S.
 GO0406'HIGHWAY 666 AND U. S. HIGHWAY 550.  TURN LEFT (EAST) ONTO U. S. 550
 GO0406'AND TRAVEL 17.2 MILES.  STATION IS 44.5 FEET RIGHT (SOUTH) OF THE
 GO0406'CENTERLINE OF U. S. 550 FROM THIS POINT.
 GO0406'
 GO0406'STATION IS A STANDARD NMSHC BRASS DISK SET IN A CONCRETE MONUMENT
 GO0406'AND STAMPED 3610815006 - 1971.  IT IS 1.7 FEET NORTH OF A METAL
 GO0406'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GO0405 ***********************************************************************
 GO0405  DESIGNATION -  3610815007
 GO0405  PID         -  GO0405
 GO0405  STATE/COUNTY-  NM/SAN JUAN
 GO0405  USGS QUAD   -  WATERFLOW (1979)
 GO0405
 GO0405                         *CURRENT SURVEY CONTROL
 GO0405  ___________________________________________________________________
 GO0405* NAD 83(1992)-  36 45 12.53891(N)    108 24 08.41229(W)     ADJUSTED  
 GO0405* NAVD 88     -      1573.1    (meters)    5161.     (feet)  VERTCON   
 GO0405  ___________________________________________________________________
 GO0405  LAPLACE CORR-           0.24  (seconds)                    DEFLEC99
 GO0405  GEOID HEIGHT-         -21.13  (meters)                     GEOID03
 GO0405
 GO0405  HORZ ORDER  -  SECOND
 GO0405
 GO0405.The horizontal coordinates were established by classical geodetic methods
 GO0405.and adjusted by the National Geodetic Survey in December 1993..
 GO0405
 GO0405.The NAVD 88 height was computed by applying the VERTCON shift value to
 GO0405.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GO0405
 GO0405.The Laplace correction was computed from DEFLEC99 derived deflections.
 GO0405
 GO0405.The geoid height was determined by GEOID03.
 GO0405
 GO0405;                    North         East     Units Scale Factor Converg.
 GO0405;SPC NM W     -   638,277.128   779,193.013   MT  0.99994846   -0 20 25.7
 GO0405;SPC NM W     - 2,094,080.88  2,556,402.41   sFT  0.99994846   -0 20 25.7
 GO0405;UTM  12      - 4,070,672.804   731,896.628   MT  1.00026256   +1 33 18.2
 GO0405
 GO0405!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GO0405!SPC NM W     -   0.99975650  x   0.99994846  =   0.99970497
 GO0405!UTM  12      -   0.99975650  x   1.00026256  =   1.00001899
 GO0405
 GO0405:                Primary Azimuth Mark                     Grid Az
 GO0405:SPC NM W     -  3610815008                               103 58 24.6
 GO0405:UTM  12      -  3610815008                               102 04 40.7
 GO0405
 GO0405|---------------------------------------------------------------------|
 GO0405| PID    Reference Object                     Distance      Geod. Az  |
 GO0405|                                                           dddmmss.s |
 GO0405| GO0410 3610815008                          APPROX. 1.4 KM 1033758.9 |
 GO0405|---------------------------------------------------------------------|
 GO0405
 GO0405                          SUPERSEDED SURVEY CONTROL
 GO0405
 GO0405  NAD 83(1992)-  36 45 12.53933(N)    108 24 08.41251(W) AD(       ) 2
 GO0405  NAD 83(1992)-  36 45 12.53871(N)    108 24 08.41278(W) AD(       ) 2
 GO0405  NAD 83(1986)-  36 45 12.53172(N)    108 24 08.42058(W) AD(       ) 2
 GO0405  NAD 27      -  36 45 12.52617(N)    108 24 06.13209(W) AD(       ) 2
 GO0405  NGVD 29 (07/19/86) 1572.2    (m)         5158.     (f) VERT ANG       
 GO0405
 GO0405.Superseded values are not recommended for survey control.
 GO0405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GO0405.See file dsdata.txt to determine how the superseded data were derived.
 GO0405
 GO0405_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYF3189770673(NAD 83)
 GO0405_MARKER: DD = SURVEY DISK
 GO0405_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GO0405_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GO0405_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GO0405+STABILITY: SURFACE MOTION
 GO0405
 GO0405  HISTORY     - Date     Condition        Report By
 GO0405  HISTORY     - 1971     MONUMENTED       NMHD
 GO0405
 GO0405                          STATION DESCRIPTION
 GO0405
 GO0405'DESCRIBED BY NM HIGHWAY DEPT 1971 (CWW)
 GO0405'STATION IS LOCATED IN SAN JUAN COUNTY, NEW MEXICO, ON U. S. HIGHWAY
 GO0405'550, 17.6 MILES EAST OF THE JUNCTION OF U. S. HIGHWAY 550 AND U. S.
 GO0405'HIGHWAY 666 IN SHIPROCK, NEW MEXICO, AND 0.1 MILE WEST OF NMSHC
 GO0405'MILE POST NUMBER (0321) 17.
 GO0405'
 GO0405'TO REACH STATION FROM THE POST OFFICE AT SHIPROCK, NEW MEXICO,
 GO0405'TRAVEL SOUTH ON U. S. 666 FOR 1.25 MILES TO THE JUNCTION OF U. S.
 GO0405'HIGHWAY 666 AND U. S. HIGHWAY 550.  TURN LEFT (EAST) ONTO U. S. 550
 GO0405'AND TRAVEL 17.6 MILES ON U. S. 550.  STATION IS 126.0 FEET LEFT
 GO0405'(NORTH) OF THE CENTERLINE OF U. S. 550 FROM THIS POINT.
 GO0405'
 GO0405'STATION IS A STANDARD NMSHC BRASS DISK SET IN A CONCRETE MONUMENT
 GO0405'AND STAMPED 3610815007 - 1971.  IT IS 2.1 FEET SOUTH OF A METAL
 GO0405'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GO0410 ***********************************************************************
 GO0410  DESIGNATION -  3610815008
 GO0410  PID         -  GO0410
 GO0410  STATE/COUNTY-  NM/SAN JUAN
 GO0410  USGS QUAD   -  WATERFLOW (1979)
 GO0410
 GO0410                         *CURRENT SURVEY CONTROL
 GO0410  ___________________________________________________________________
 GO0410* NAD 83(1992)-  36 45 01.87693(N)    108 23 13.80148(W)     ADJUSTED  
 GO0410* NAVD 88     -      1594.4    (meters)    5231.     (feet)  VERTCON   
 GO0410  ___________________________________________________________________
 GO0410  LAPLACE CORR-           0.35  (seconds)                    DEFLEC99
 GO0410  GEOID HEIGHT-         -21.14  (meters)                     GEOID03
 GO0410
 GO0410  HORZ ORDER  -  SECOND
 GO0410
 GO0410.The horizontal coordinates were established by classical geodetic methods
 GO0410.and adjusted by the National Geodetic Survey in December 1993..
 GO0410
 GO0410.The NAVD 88 height was computed by applying the VERTCON shift value to
 GO0410.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GO0410
 GO0410.The Laplace correction was computed from DEFLEC99 derived deflections.
 GO0410
 GO0410.The geoid height was determined by GEOID03.
 GO0410
 GO0410;                    North         East     Units Scale Factor Converg.
 GO0410;SPC NM W     -   637,940.545   780,545.642   MT  0.99994679   -0 19 53.0
 GO0410;SPC NM W     - 2,092,976.60  2,560,840.16   sFT  0.99994679   -0 19 53.0
 GO0410;UTM  12      - 4,070,381.052   733,260.085   MT  1.00027037   +1 33 50.6
 GO0410
 GO0410!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GO0410!SPC NM W     -   0.99975316  x   0.99994679  =   0.99969996
 GO0410!UTM  12      -   0.99975316  x   1.00027037  =   1.00002346
 GO0410
 GO0410:                Primary Azimuth Mark                     Grid Az
 GO0410:SPC NM W     -  3610815007                               283 58 24.5
 GO0410:UTM  12      -  3610815007                               282 04 40.9
 GO0410
 GO0410|---------------------------------------------------------------------|
 GO0410| PID    Reference Object                     Distance      Geod. Az  |
 GO0410|                                                           dddmmss.s |
 GO0410| GO0405 3610815007                          APPROX. 1.4 KM 2833831.5 |
 GO0410|---------------------------------------------------------------------|
 GO0410
 GO0410                          SUPERSEDED SURVEY CONTROL
 GO0410
 GO0410  NAD 83(1992)-  36 45 01.87737(N)    108 23 13.80164(W) AD(       ) 2
 GO0410  NAD 83(1992)-  36 45 01.87683(N)    108 23 13.80190(W) AD(       ) 2
 GO0410  NAD 83(1986)-  36 45 01.86968(N)    108 23 13.80982(W) AD(       ) 2
 GO0410  NAD 27      -  36 45 01.86417(N)    108 23 11.52544(W) AD(       ) 2
 GO0410  NGVD 29 (07/19/86) 1593.5    (m)         5228.     (f) VERT ANG       
 GO0410
 GO0410.Superseded values are not recommended for survey control.
 GO0410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GO0410.See file dsdata.txt to determine how the superseded data were derived.
 GO0410
 GO0410_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYF3326070381(NAD 83)
 GO0410_MARKER: DD = SURVEY DISK
 GO0410_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GO0410_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GO0410_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GO0410+STABILITY: SURFACE MOTION
 GO0410
 GO0410  HISTORY     - Date     Condition        Report By
 GO0410  HISTORY     - 1971     MONUMENTED       NMHD
 GO0410
 GO0410                          STATION DESCRIPTION
 GO0410
 GO0410'DESCRIBED BY NM HIGHWAY DEPT 1971 (CWW)
 GO0410'STATION IS LOCATED IN SAN JUAN COUNTY, NEW MEXICO, ON U. S. HIGHWAY
 GO0410'550, 18.2 MILES EAST OF THE JUNCTION OF U. S. HIGHWAY 550 AND
 GO0410'U. S. HIGHWAY 666 IN SHIPROCK, NEW MEXICO, AND 0.3 MILE WEST OF
 GO0410'NMSHC MILEPOST NUMBER (0321) 18.
 GO0410'
 GO0410'TO REACH THE STATION FROM THE POST OFFICE AT SHIPROCK, NEW MEXICO,
 GO0410'TRAVEL SOUTH ON U. S. 666 FOR 1.25 MILES TO THE JUNCTION OF U. S.
 GO0410'HIGHWAY 666 AND U. S. HIGHWAY 550.  TURN LEFT (EAST) ONTO U. S. 550
 GO0410'AND TRAVEL 18.2 MILES.  STATION IS 68.0 FEET RIGHT (SOUTH) OF THE
 GO0410'CENTERLINE OF U. S. 550 FROM THIS POINT.
 GO0410'
 GO0410'STATION IS A STANDARD NMSHC BRASS DISK SET IN A CONCRETE MONUMENT
 GO0410'AND STAMPED 3610815008 - 1971.  IT IS 1.7 FEET NORTH OF A METAL
 GO0410'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GO0393 ***********************************************************************
 GO0393  DESIGNATION -  3610815009
 GO0393  PID         -  GO0393
 GO0393  STATE/COUNTY-  NM/SAN JUAN
 GO0393  USGS QUAD   -  KIRTLAND (1979)
 GO0393
 GO0393                         *CURRENT SURVEY CONTROL
 GO0393  ___________________________________________________________________
 GO0393* NAD 83(1992)-  36 44 50.35194(N)    108 22 32.09965(W)     ADJUSTED  
 GO0393* NAVD 88     -      1598.1    (meters)    5243.     (feet)  VERTCON   
 GO0393  ___________________________________________________________________
 GO0393  LAPLACE CORR-           0.41  (seconds)                    DEFLEC99
 GO0393  GEOID HEIGHT-         -21.14  (meters)                     GEOID03
 GO0393
 GO0393  HORZ ORDER  -  SECOND
 GO0393
 GO0393.The horizontal coordinates were established by classical geodetic methods
 GO0393.and adjusted by the National Geodetic Survey in December 1993..
 GO0393
 GO0393.The NAVD 88 height was computed by applying the VERTCON shift value to
 GO0393.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GO0393
 GO0393.The Laplace correction was computed from DEFLEC99 derived deflections.
 GO0393
 GO0393.The geoid height was determined by GEOID03.
 GO0393
 GO0393;                    North         East     Units Scale Factor Converg.
 GO0393;SPC NM W     -   637,579.382   781,578.014   MT  0.99994554   -0 19 27.9
 GO0393;SPC NM W     - 2,091,791.69  2,564,227.20   sFT  0.99994554   -0 19 27.9
 GO0393;UTM  12      - 4,070,054.125   734,304.178   MT  1.00027639   +1 34 15.1
 GO0393
 GO0393!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GO0393!SPC NM W     -   0.99975258  x   0.99994554  =   0.99969813
 GO0393!UTM  12      -   0.99975258  x   1.00027639  =   1.00002890
 GO0393
 GO0393:                Primary Azimuth Mark                     Grid Az
 GO0393:SPC NM W     -  3610815010                               109 26 43.3
 GO0393:UTM  12      -  3610815010                               107 33 00.3
 GO0393
 GO0393|---------------------------------------------------------------------|
 GO0393| PID    Reference Object                     Distance      Geod. Az  |
 GO0393|                                                           dddmmss.s |
 GO0393| GO0390 3610815010                          APPROX. 1.6 KM 1090715.4 |
 GO0393|---------------------------------------------------------------------|
 GO0393
 GO0393                          SUPERSEDED SURVEY CONTROL
 GO0393
 GO0393  NAD 83(1992)-  36 44 50.35240(N)    108 22 32.09979(W) AD(       ) 2
 GO0393  NAD 83(1992)-  36 44 50.35191(N)    108 22 32.10000(W) AD(       ) 2
 GO0393  NAD 83(1986)-  36 44 50.34468(N)    108 22 32.10815(W) AD(       ) 2
 GO0393  NAD 27      -  36 44 50.33957(N)    108 22 29.82496(W) AD(       ) 2
 GO0393  NGVD 29 (07/19/86) 1597.2    (m)         5240.     (f) VERT ANG       
 GO0393
 GO0393.Superseded values are not recommended for survey control.
 GO0393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GO0393.See file dsdata.txt to determine how the superseded data were derived.
 GO0393
 GO0393_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYF3430470054(NAD 83)
 GO0393_MARKER: DD = SURVEY DISK
 GO0393_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GO0393_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GO0393_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GO0393+STABILITY: SURFACE MOTION
 GO0393
 GO0393  HISTORY     - Date     Condition        Report By
 GO0393  HISTORY     - 1971     MONUMENTED       NMHD
 GO0393
 GO0393                          STATION DESCRIPTION
 GO0393
 GO0393'DESCRIBED BY NM HIGHWAY DEPT 1971 (CWW)
 GO0393'STATION IS LOCATED IN SAN JUAN COUNTY, NEW MEXICO, ON U. S. HIGHWAY
 GO0393'550, 19.2 MILES EAST OF THE JUNCTION OF U. S. HIGHWAY 550 AND U. S.
 GO0393'HIGHWAY 666 IN SHIPROCK, NEW MEXICO, AND 0.4 MILE EAST OF NMSHC
 GO0393'MILEPOST NUMBER (0321) 18.
 GO0393'
 GO0393'TO REACH STATION FROM THE POST OFFICE AT SHIPROCK, NEW MEXICO,
 GO0393'TRAVEL SOUTH ON U. S. 666 FOR 1.25 MILES TO THE JUNCTION OF U. S.
 GO0393'HIGHWAY 666 AND U. S. HIGHWAY 550.  TURN LEFT (EAST) ONTO U. S. 550
 GO0393'AND TRAVEL 19.2 MILES.  STATION IS 70.0 FEET RIGHT (SOUTH) OF THE
 GO0393'CENTERLINE OF U. S. 550 FROM THIS POINT.
 GO0393'
 GO0393'STATION IS A STANDARD NMSHC BRASS DISK SET IN A CONCRETE MONUMENT
 GO0393'AND STAMPED 3610815009 - 1971.  IT IS 1.8 FEET NORTH OF A METAL
 GO0393'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GO0390 ***********************************************************************
 GO0390  DESIGNATION -  3610815010
 GO0390  PID         -  GO0390
 GO0390  STATE/COUNTY-  NM/SAN JUAN
 GO0390  USGS QUAD   -  KIRTLAND (1979)
 GO0390
 GO0390                         *CURRENT SURVEY CONTROL
 GO0390  ___________________________________________________________________
 GO0390* NAD 83(1992)-  36 44 32.97440(N)    108 21 29.83449(W)     ADJUSTED  
 GO0390* NAVD 88     -      1595.0    (meters)    5233.     (feet)  VERTCON   
 GO0390  ___________________________________________________________________
 GO0390  LAPLACE CORR-           0.49  (seconds)                    DEFLEC99
 GO0390  GEOID HEIGHT-         -21.15  (meters)                     GEOID03
 GO0390
 GO0390  HORZ ORDER  -  SECOND
 GO0390
 GO0390.The horizontal coordinates were established by classical geodetic methods
 GO0390.and adjusted by the National Geodetic Survey in December 1993..
 GO0390
 GO0390.The NAVD 88 height was computed by applying the VERTCON shift value to
 GO0390.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GO0390
 GO0390.The Laplace correction was computed from DEFLEC99 derived deflections.
 GO0390
 GO0390.The geoid height was determined by GEOID03.
 GO0390
 GO0390;                    North         East     Units Scale Factor Converg.
 GO0390;SPC NM W     -   637,035.138   783,119.583   MT  0.99994373   -0 18 50.6
 GO0390;SPC NM W     - 2,090,006.12  2,569,284.83   sFT  0.99994373   -0 18 50.6
 GO0390;UTM  12      - 4,069,560.994   735,863.427   MT  1.00028542   +1 34 51.8
 GO0390
 GO0390!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GO0390!SPC NM W     -   0.99975306  x   0.99994373  =   0.99969681
 GO0390!UTM  12      -   0.99975306  x   1.00028542  =   1.00003841
 GO0390
 GO0390:                Primary Azimuth Mark                     Grid Az
 GO0390:SPC NM W     -  3610815011                               109 26 13.7
 GO0390:UTM  12      -  3610815011                               107 32 31.3
 GO0390
 GO0390|---------------------------------------------------------------------|
 GO0390| PID    Reference Object                     Distance      Geod. Az  |
 GO0390|                                                           dddmmss.s |
 GO0390| GO0391 3610815011                          APPROX. 1.4 KM 1090723.1 |
 GO0390|---------------------------------------------------------------------|
 GO0390
 GO0390                          SUPERSEDED SURVEY CONTROL
 GO0390
 GO0390  NAD 83(1992)-  36 44 32.97487(N)    108 21 29.83458(W) AD(       ) 2
 GO0390  NAD 83(1992)-  36 44 32.97445(N)    108 21 29.83475(W) AD(       ) 2
 GO0390  NAD 83(1986)-  36 44 32.96709(N)    108 21 29.84313(W) AD(       ) 2
 GO0390  NAD 27      -  36 44 32.96031(N)    108 21 27.56007(W) AD(       ) 2
 GO0390  NGVD 29 (07/19/86) 1594.1    (m)         5230.     (f) VERT ANG       
 GO0390
 GO0390.Superseded values are not recommended for survey control.
 GO0390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GO0390.See file dsdata.txt to determine how the superseded data were derived.
 GO0390
 GO0390_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYF3586369561(NAD 83)
 GO0390_MARKER: DD = SURVEY DISK
 GO0390_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GO0390_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GO0390_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GO0390+STABILITY: SURFACE MOTION
 GO0390
 GO0390  HISTORY     - Date     Condition        Report By
 GO0390  HISTORY     - 1971     MONUMENTED       NMHD
 GO0390
 GO0390                          STATION DESCRIPTION
 GO0390
 GO0390'DESCRIBED BY NM HIGHWAY DEPT 1971 (CWW)
 GO0390'STATION IS LOCATED IN SAN JUAN COUNTY, NEW MEXICO, ON U. S. HIGHWAY
 GO0390'550, 20.1 MILES EAST OF THE JUNCTION OF U. S. HIGHWAY 550 AND U. S.
 GO0390'HIGHWAY 666 IN SHIPROCK, NEW MEXICO, AND 0.5 MILE EAST OF NMSHC
 GO0390'MILEPOST NUMBER (0321) 19.
 GO0390'
 GO0390'TO REACH STATION FROM THE POST OFFICE AT SHIPROCK, NEW MEXICO, TRAVEL
 GO0390'SOUTH ON U. S. 666 FOR 1.25 MILES TO THE JUNCTION OF U. S. HIGHWAY
 GO0390'666 AND U. S. HIGHWAY 550.  TURN LEFT (EAST) ONTO U. S. 550 AND
 GO0390'TRAVEL 20.1 MILES.  STATION IS 70.8 FEET RIGHT (SOUTH) OF THE
 GO0390'CENTERLINE OF U. S. 550 FROM THIS POINT.
 GO0390'
 GO0390'STATION IS A STANDARD NMSHC BRASS DISK SET IN A CONCRETE MONUMENT
 GO0390'AND STAMPED 3610815010 - 1971.  IT IS 2.4 FEET NORTH OF A METAL
 GO0390'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GO0391 ***********************************************************************
 GO0391  DESIGNATION -  3610815011
 GO0391  PID         -  GO0391
 GO0391  STATE/COUNTY-  NM/SAN JUAN
 GO0391  USGS QUAD   -  KIRTLAND (1979)
 GO0391
 GO0391                         *CURRENT SURVEY CONTROL
 GO0391  ___________________________________________________________________
 GO0391* NAD 83(1992)-  36 44 18.56525(N)    108 20 38.21193(W)     ADJUSTED  
 GO0391* NAVD 88     -      1594.7    (meters)    5232.     (feet)  VERTCON   
 GO0391  ___________________________________________________________________
 GO0391  LAPLACE CORR-           0.58  (seconds)                    DEFLEC99
 GO0391  GEOID HEIGHT-         -21.16  (meters)                     GEOID03
 GO0391
 GO0391  HORZ ORDER  -  SECOND
 GO0391
 GO0391.The horizontal coordinates were established by classical geodetic methods
 GO0391.and adjusted by the National Geodetic Survey in December 1993..
 GO0391
 GO0391.The NAVD 88 height was computed by applying the VERTCON shift value to
 GO0391.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GO0391
 GO0391.The Laplace correction was computed from DEFLEC99 derived deflections.
 GO0391
 GO0391.The geoid height was determined by GEOID03.
 GO0391
 GO0391;                    North         East     Units Scale Factor Converg.
 GO0391;SPC NM W     -   636,584.073   784,397.806   MT  0.99994228   -0 18 19.6
 GO0391;SPC NM W     - 2,088,526.25  2,573,478.47   sFT  0.99994228   -0 18 19.6
 GO0391;UTM  12      - 4,069,152.304   737,156.315   MT  1.00029296   +1 35 22.2
 GO0391
 GO0391!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GO0391!SPC NM W     -   0.99975311  x   0.99994228  =   0.99969540
 GO0391!UTM  12      -   0.99975311  x   1.00029296  =   1.00004600
 GO0391
 GO0391:                Primary Azimuth Mark                     Grid Az
 GO0391:SPC NM W     -  3610815012                               109 27 01.2
 GO0391:UTM  12      -  3610815012                               107 33 19.4
 GO0391
 GO0391|---------------------------------------------------------------------|
 GO0391| PID    Reference Object                     Distance      Geod. Az  |
 GO0391|                                                           dddmmss.s |
 GO0391| GO0392 3610815012                          APPROX. 0.9 KM 1090841.6 |
 GO0391|---------------------------------------------------------------------|
 GO0391
 GO0391                          SUPERSEDED SURVEY CONTROL
 GO0391
 GO0391  NAD 83(1992)-  36 44 18.56574(N)    108 20 38.21201(W) AD(       ) 2
 GO0391  NAD 83(1992)-  36 44 18.56537(N)    108 20 38.21211(W) AD(       ) 2
 GO0391  NAD 83(1986)-  36 44 18.55793(N)    108 20 38.22079(W) AD(       ) 2
 GO0391  NAD 27      -  36 44 18.55068(N)    108 20 35.94078(W) AD(       ) 2
 GO0391  NGVD 29 (07/19/86) 1593.8    (m)         5229.     (f) VERT ANG       
 GO0391
 GO0391.Superseded values are not recommended for survey control.
 GO0391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GO0391.See file dsdata.txt to determine how the superseded data were derived.
 GO0391
 GO0391_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYF3715669152(NAD 83)
 GO0391_MARKER: DD = SURVEY DISK
 GO0391_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GO0391_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GO0391_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GO0391+STABILITY: SURFACE MOTION
 GO0391
 GO0391  HISTORY     - Date     Condition        Report By
 GO0391  HISTORY     - 1971     MONUMENTED       NMHD
 GO0391
 GO0391                          STATION DESCRIPTION
 GO0391
 GO0391'DESCRIBED BY NM HIGHWAY DEPT 1971 (CWW)
 GO0391'STATION IS LOCATED IN SAN JUAN COUNTY, NEW MEXICO, ON U. S. HIGHWAY
 GO0391'550, 20.6 MILES EAST OF THE JUNCTION OF U. S. HIGHWAY 550 AND U. S.
 GO0391'HIGHWAY 666 IN SHIPROCK, NEW MEXICO, AND 1.3 MILES EAST OF NMSHC
 GO0391'MILEPOST NUMBER (0321) 19.
 GO0391'
 GO0391'TO REACH THE STATION FROM THE POST OFFICE AT SHIPROCK, NEW MEXICO,
 GO0391'TRAVEL SOUTH ON U. S. 666 FOR 1.25 MILES TO THE JUNCTION OF U. S.
 GO0391'HIGHWAY 666 AND U. S. HIGHWAY 550.  TURN LEFT (EAST) ONTO U. S. 550
 GO0391'AND TRAVEL 20.6 MILES.  STATION IS 68.6 FEET RIGHT (SOUTH) OF THE
 GO0391'CENTERLINE OF U. S. 550 FROM THIS POINT.
 GO0391'
 GO0391'STATION IS A STANDARD NMSHC BRASS DISK SET IN A CONCRETE MONUMENT
 GO0391'AND STAMPED 3610815011 - 1971.  IT IS 1.8 FEET NORTH OF A METAL
 GO0391'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GO0392 ***********************************************************************
 GO0392  DESIGNATION -  3610815012
 GO0392  PID         -  GO0392
 GO0392  STATE/COUNTY-  NM/SAN JUAN
 GO0392  USGS QUAD   -  KIRTLAND (1979)
 GO0392
 GO0392                         *CURRENT SURVEY CONTROL
 GO0392  ___________________________________________________________________
 GO0392* NAD 83(1992)-  36 44 09.33639(N)    108 20 05.18754(W)     ADJUSTED  
 GO0392* NAVD 88     -      1593.5    (meters)    5228.     (feet)  VERTCON   
 GO0392  ___________________________________________________________________
 GO0392  LAPLACE CORR-           0.65  (seconds)                    DEFLEC99
 GO0392  GEOID HEIGHT-         -21.16  (meters)                     GEOID03
 GO0392
 GO0392  HORZ ORDER  -  SECOND
 GO0392
 GO0392.The horizontal coordinates were established by classical geodetic methods
 GO0392.and adjusted by the National Geodetic Survey in December 1993..
 GO0392
 GO0392.The NAVD 88 height was computed by applying the VERTCON shift value to
 GO0392.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GO0392
 GO0392.The Laplace correction was computed from DEFLEC99 derived deflections.
 GO0392
 GO0392.The geoid height was determined by GEOID03.
 GO0392
 GO0392;                    North         East     Units Scale Factor Converg.
 GO0392;SPC NM W     -   636,295.279   785,215.589   MT  0.99994137   -0 17 59.8
 GO0392;SPC NM W     - 2,087,578.76  2,576,161.48   sFT  0.99994137   -0 17 59.8
 GO0392;UTM  12      - 4,068,890.615   737,983.492   MT  1.00029780   +1 35 41.6
 GO0392
 GO0392!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GO0392!SPC NM W     -   0.99975330  x   0.99994137  =   0.99969468
 GO0392!UTM  12      -   0.99975330  x   1.00029780  =   1.00005102
 GO0392
 GO0392:                Primary Azimuth Mark                     Grid Az
 GO0392:SPC NM W     -  3610815011                               289 27 01.1
 GO0392:UTM  12      -  3610815011                               287 33 19.7
 GO0392
 GO0392|---------------------------------------------------------------------|
 GO0392| PID    Reference Object                     Distance      Geod. Az  |
 GO0392|                                                           dddmmss.s |
 GO0392| GO0391 3610815011                          APPROX. 0.9 KM 2890901.3 |
 GO0392|---------------------------------------------------------------------|
 GO0392
 GO0392                          SUPERSEDED SURVEY CONTROL
 GO0392
 GO0392  NAD 83(1992)-  36 44 09.33686(N)    108 20 05.18757(W) AD(       ) 2
 GO0392  NAD 83(1992)-  36 44 09.33652(N)    108 20 05.18766(W) AD(       ) 2
 GO0392  NAD 83(1986)-  36 44 09.32905(N)    108 20 05.19649(W) AD(       ) 2
 GO0392  NAD 27      -  36 44 09.32053(N)    108 20 02.91536(W) AD(       ) 2
 GO0392  NGVD 29 (07/19/86) 1592.6    (m)         5225.     (f) VERT ANG       
 GO0392
 GO0392.Superseded values are not recommended for survey control.
 GO0392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GO0392.See file dsdata.txt to determine how the superseded data were derived.
 GO0392
 GO0392_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYF3798368891(NAD 83)
 GO0392_MARKER: DD = SURVEY DISK
 GO0392_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GO0392_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GO0392_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GO0392+STABILITY: SURFACE MOTION
 GO0392
 GO0392  HISTORY     - Date     Condition        Report By
 GO0392  HISTORY     - 1971     MONUMENTED       NMHD
 GO0392
 GO0392                          STATION DESCRIPTION
 GO0392
 GO0392'DESCRIBED BY NM HIGHWAY DEPT 1971 (CWW)
 GO0392'STATION IS LOCATED IN SAN JUAN COUNTY, NEW MEXICO, ON U. S. HIGHWAY
 GO0392'550, 21.8 MILES EAST OF THE JUNCTION OF U. S. HIGHWAY 550 AND U. S.
 GO0392'HIGHWAY 666 IN SHIPROCK, NEW MEXICO, AND 0.1 MILE EAST OF NMSHC
 GO0392'MILEPOST NUMBER (0321) 21.
 GO0392'
 GO0392'TO REACH STATION FROM THE POST OFFICE AT SHIPROCK, NEW MEXICO, TRAVEL
 GO0392'SOUTH ON U. S. 666 TO THE JUNCTION OF U. S. HIGHWAY 666 AND U. S.
 GO0392'HIGHWAY 550.  TURN LEFT (EAST) ONTO U. S. 550 AND TRAVEL 21.8 MILES
 GO0392'ON U. S. 550.  STATION IS 69.0 FEET RIGHT (SOUTH) OF THE
 GO0392'CENTERLINE OF U. S. 550 FROM THIS POINT.
 GO0392'
 GO0392'STATION IS A STANDARD NMSHC BRASS DISK SET IN A CONCRETE MONUMENT
 GO0392'AND STAMPED 3610815012 - 1971.  IT IS 21.1 FEET NORTH OF A METAL
 GO0392'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GO0383 ***********************************************************************
 GO0383  DESIGNATION -  3610815013
 GO0383  PID         -  GO0383
 GO0383  STATE/COUNTY-  NM/SAN JUAN
 GO0383  USGS QUAD   -  KIRTLAND (1979)
 GO0383
 GO0383                         *CURRENT SURVEY CONTROL
 GO0383  ___________________________________________________________________
 GO0383* NAD 83(1992)-  36 43 49.12454(N)    108 18 49.21459(W)     ADJUSTED  
 GO0383* NAVD 88     -      1587.4    (meters)    5208.     (feet)  VERTCON   
 GO0383  ___________________________________________________________________
 GO0383  LAPLACE CORR-           0.71  (seconds)                    DEFLEC99
 GO0383  GEOID HEIGHT-         -21.17  (meters)                     GEOID03
 GO0383
 GO0383  HORZ ORDER  -  SECOND
 GO0383
 GO0383.The horizontal coordinates were established by classical geodetic methods
 GO0383.and adjusted by the National Geodetic Survey in December 1993..
 GO0383
 GO0383.The NAVD 88 height was computed by applying the VERTCON shift value to
 GO0383.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GO0383
 GO0383.The Laplace correction was computed from DEFLEC99 derived deflections.
 GO0383
 GO0383.The geoid height was determined by GEOID03.
 GO0383
 GO0383;                    North         East     Units Scale Factor Converg.
 GO0383;SPC NM W     -   635,662.621   787,097.271   MT  0.99993934   -0 17 14.2
 GO0383;SPC NM W     - 2,085,503.12  2,582,334.96   sFT  0.99993934   -0 17 14.2
 GO0383;UTM  12      - 4,068,320.310   739,885.753   MT  1.00030900   +1 36 26.4
 GO0383
 GO0383!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GO0383!SPC NM W     -   0.99975425  x   0.99993934  =   0.99969361
 GO0383!UTM  12      -   0.99975425  x   1.00030900  =   1.00006318
 GO0383
 GO0383:                Primary Azimuth Mark                     Grid Az
 GO0383:SPC NM W     -  3610815014                               087 26 51.3
 GO0383:UTM  12      -  3610815014                               085 33 10.7
 GO0383
 GO0383|---------------------------------------------------------------------|
 GO0383| PID    Reference Object                     Distance      Geod. Az  |
 GO0383|                                                           dddmmss.s |
 GO0383| GO0388 3610815014                          APPROX. 1.8 KM 0870937.1 |
 GO0383|---------------------------------------------------------------------|
 GO0383
 GO0383                          SUPERSEDED SURVEY CONTROL
 GO0383
 GO0383  NAD 83(1992)-  36 43 49.12497(N)    108 18 49.21454(W) AD(       ) 2
 GO0383  NAD 83(1992)-  36 43 49.12469(N)    108 18 49.21463(W) AD(       ) 2
 GO0383  NAD 83(1986)-  36 43 49.11712(N)    108 18 49.22359(W) AD(       ) 2
 GO0383  NAD 27      -  36 43 49.10793(N)    108 18 46.94409(W) AD(       ) 2
 GO0383  NGVD 29 (07/19/86) 1586.5    (m)         5205.     (f) VERT ANG       
 GO0383
 GO0383.Superseded values are not recommended for survey control.
 GO0383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GO0383.See file dsdata.txt to determine how the superseded data were derived.
 GO0383
 GO0383_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYF3988668320(NAD 83)
 GO0383_MARKER: DD = SURVEY DISK
 GO0383_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GO0383_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GO0383_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GO0383+STABILITY: SURFACE MOTION
 GO0383
 GO0383  HISTORY     - Date     Condition        Report By
 GO0383  HISTORY     - 1971     MONUMENTED       NMHD
 GO0383
 GO0383                          STATION DESCRIPTION
 GO0383
 GO0383'DESCRIBED BY NM HIGHWAY DEPT 1971 (CWW)
 GO0383'STATION IS LOCATED IN SAN JUAN COUNTY, NEW MEXICO, ON U. S. HIGHWAY
 GO0383'550, 22.9 MILES EAST OF THE JUNCTION OF U. S. HIGHWAY 550 AND U. S.
 GO0383'HIGHWAY 666 IN SHIPROCK, NEW MEXICO, AND 0.1 MILE EAST OF NMSHC
 GO0383'MILEPOST NUMBER (0321) 22.
 GO0383'
 GO0383'TO REACH THE STATION FROM THE POST OFFICE AT SHIPROCK, NEW MEXICO,
 GO0383'TRAVEL SOUTH ON U. S. 666 FOR 1.25 MILES TO THE JUNCTION OF U. S.
 GO0383'HIGHWAY 666 AND U. S. HIGHWAY 550.  TURN LEFT (EAST) ONTO U. S. 550
 GO0383'AND TRAVEL 22.9 MILES.  STATION IS 75.0 FEET RIGHT (SOUTH) OF THE
 GO0383'CENTERLINE OF U. S. 550 FROM THIS POINT.
 GO0383'
 GO0383'STATION IS A STANDARD NMSHC BRASS DISK SET IN A CONCRETE MONUMENT
 GO0383'AND STAMPED 3610815013 - 1971.  IT IS 2.5 FEET NORTH OF A METAL
 GO0383'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GO0388 ***********************************************************************
 GO0388  DESIGNATION -  3610815014
 GO0388  PID         -  GO0388
 GO0388  STATE/COUNTY-  NM/SAN JUAN
 GO0388  USGS QUAD   -  KIRTLAND (1979)
 GO0388
 GO0388                         *CURRENT SURVEY CONTROL
 GO0388  ___________________________________________________________________
 GO0388* NAD 83(1992)-  36 43 51.97249(N)    108 17 37.73497(W)     ADJUSTED  
 GO0388* NAVD 88     -      1622.7    (meters)    5324.     (feet)  VERTCON   
 GO0388  ___________________________________________________________________
 GO0388  LAPLACE CORR-           0.59  (seconds)                    DEFLEC99
 GO0388  GEOID HEIGHT-         -21.16  (meters)                     GEOID03
 GO0388
 GO0388  HORZ ORDER  -  SECOND
 GO0388
 GO0388.The horizontal coordinates were established by classical geodetic methods
 GO0388.and adjusted by the National Geodetic Survey in December 1993..
 GO0388
 GO0388.The NAVD 88 height was computed by applying the VERTCON shift value to
 GO0388.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GO0388
 GO0388.The Laplace correction was computed from DEFLEC99 derived deflections.
 GO0388
 GO0388.The geoid height was determined by GEOID03.
 GO0388
 GO0388;                    North         East     Units Scale Factor Converg.
 GO0388;SPC NM W     -   635,741.696   788,871.151   MT  0.99993750   -0 16 31.4
 GO0388;SPC NM W     - 2,085,762.55  2,588,154.77   sFT  0.99993750   -0 16 31.4
 GO0388;UTM  12      - 4,068,458.041   741,656.714   MT  1.00031951   +1 37 09.3
 GO0388
 GO0388!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GO0388!SPC NM W     -   0.99974872  x   0.99993750  =   0.99968623
 GO0388!UTM  12      -   0.99974872  x   1.00031951  =   1.00006815
 GO0388
 GO0388:                Primary Azimuth Mark                     Grid Az
 GO0388:SPC NM W     -  3610815013                               267 26 51.2
 GO0388:UTM  12      -  3610815013                               265 33 10.5
 GO0388
 GO0388|---------------------------------------------------------------------|
 GO0388| PID    Reference Object                     Distance      Geod. Az  |
 GO0388|                                                           dddmmss.s |
 GO0388| GO0383 3610815013                          APPROX. 1.8 KM 2671019.8 |
 GO0388|---------------------------------------------------------------------|
 GO0388
 GO0388                          SUPERSEDED SURVEY CONTROL
 GO0388
 GO0388  NAD 83(1992)-  36 43 51.97287(N)    108 17 37.73481(W) AD(       ) 2
 GO0388  NAD 83(1992)-  36 43 51.97264(N)    108 17 37.73497(W) AD(       ) 2
 GO0388  NAD 83(1986)-  36 43 51.96497(N)    108 17 37.74400(W) AD(       ) 2
 GO0388  NAD 27      -  36 43 51.95597(N)    108 17 35.46726(W) AD(       ) 2
 GO0388  NGVD 29 (07/19/86) 1621.8    (m)         5321.     (f) VERT ANG       
 GO0388
 GO0388.Superseded values are not recommended for survey control.
 GO0388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GO0388.See file dsdata.txt to determine how the superseded data were derived.
 GO0388
 GO0388_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYF4165768458(NAD 83)
 GO0388_MARKER: DD = SURVEY DISK
 GO0388_SETTING: 80 = SET IN A BOULDER
 GO0388_SP_SET: SET IN DRILL HOLE IN A BOULDER
 GO0388_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GO0388+STABILITY: SURFACE MOTION
 GO0388
 GO0388  HISTORY     - Date     Condition        Report By
 GO0388  HISTORY     - 1971     MONUMENTED       NMHD
 GO0388
 GO0388                          STATION DESCRIPTION
 GO0388
 GO0388'DESCRIBED BY NM HIGHWAY DEPT 1971 (CWW)
 GO0388'STATION IS LOCATED IN SAN JUAN COUNTY, NEW MEXICO, ON U. S. HIGHWAY
 GO0388'550, 23.5 MILES EAST OF THE JUNCTION OF U. S. HIGHWAY 550 AND U. S.
 GO0388'HIGHWAY 666 IN SHIPROCK, NEW MEXICO, AND 0.3 MILE EAST OF NMSHC
 GO0388'MILEPOST NUMBER (0321) 23.
 GO0388'
 GO0388'TO REACH THE STATION FROM THE POST OFFICE AT SHIPROCK, NEW MEXICO,
 GO0388'TRAVEL SOUTH ON U. S. 666 FOR 1.25 MILES TO THE JUNCTION OF U. S.
 GO0388'HIGHWAY 666 AND U. S. HIGHWAY 550.  TURN LEFT (EAST) ONTO U. S.
 GO0388'HIGHWAY 550 AND TRAVEL 23.5 MILES, STATION IS 100.0 FEET RIGHT
 GO0388'(SOUTH) OF THE CENTERLINE OF U. S. 550 FROM THIS POINT ON A ROCK
 GO0388'SHELF.
 GO0388'
 GO0388'STATION IS A STANDARD NMSHC BRASS DISK CEMENTED IN A DRILL HOLE IN
 GO0388'A BOULDER AND STAMPED 3610815014 - 1971.  TWO REFERENCE MARKS CARVED
 GO0388'IN SANDSTONE ARE 12.5 FEET SOUTHWEST AND 9.0 FEET WEST OF THE
 GO0388'STATION.  THE STATION IS 16.0 FEET NORTH OF A WITNESS-FENCE-POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GO0389 ***********************************************************************
 GO0389  DESIGNATION -  3610815015
 GO0389  PID         -  GO0389
 GO0389  STATE/COUNTY-  NM/SAN JUAN
 GO0389  USGS QUAD   -  KIRTLAND (1979)
 GO0389
 GO0389                         *CURRENT SURVEY CONTROL
 GO0389  ___________________________________________________________________
 GO0389* NAD 83(1992)-  36 44 07.33561(N)    108 17 03.06129(W)     ADJUSTED  
 GO0389* NAVD 88     -      1652.6    (meters)    5422.     (feet)  VERTCON   
 GO0389  ___________________________________________________________________
 GO0389  LAPLACE CORR-           0.50  (seconds)                    DEFLEC99
 GO0389  GEOID HEIGHT-         -21.15  (meters)                     GEOID03
 GO0389
 GO0389  HORZ ORDER  -  SECOND
 GO0389
 GO0389.The horizontal coordinates were established by classical geodetic methods
 GO0389.and adjusted by the National Geodetic Survey in December 1993..
 GO0389
 GO0389.The NAVD 88 height was computed by applying the VERTCON shift value to
 GO0389.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GO0389
 GO0389.The Laplace correction was computed from DEFLEC99 derived deflections.
 GO0389
 GO0389.The geoid height was determined by GEOID03.
 GO0389
 GO0389;                    North         East     Units Scale Factor Converg.
 GO0389;SPC NM W     -   636,211.149   789,733.648   MT  0.99993663   -0 16 10.8
 GO0389;SPC NM W     - 2,087,302.74  2,590,984.48   sFT  0.99993663   -0 16 10.8
 GO0389;UTM  12      - 4,068,955.945   742,503.544   MT  1.00032456   +1 37 30.6
 GO0389
 GO0389!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GO0389!SPC NM W     -   0.99974402  x   0.99993663  =   0.99968067
 GO0389!UTM  12      -   0.99974402  x   1.00032456  =   1.00006850
 GO0389
 GO0389:                Primary Azimuth Mark                     Grid Az
 GO0389:SPC NM W     -  3610815016                               072 46 23.6
 GO0389:UTM  12      -  3610815016                               070 52 42.2
 GO0389
 GO0389|---------------------------------------------------------------------|
 GO0389| PID    Reference Object                     Distance      Geod. Az  |
 GO0389|                                                           dddmmss.s |
 GO0389| GO0382 3610815016                          APPROX. 1.4 KM 0723012.8 |
 GO0389|---------------------------------------------------------------------|
 GO0389
 GO0389                          SUPERSEDED SURVEY CONTROL
 GO0389
 GO0389  NAD 83(1992)-  36 44 07.33594(N)    108 17 03.06111(W) AD(       ) 2
 GO0389  NAD 83(1992)-  36 44 07.33576(N)    108 17 03.06126(W) AD(       ) 2
 GO0389  NAD 83(1986)-  36 44 07.32803(N)    108 17 03.07030(W) AD(       ) 2
 GO0389  NAD 27      -  36 44 07.31952(N)    108 17 00.79440(W) AD(       ) 2
 GO0389  NGVD 29 (07/19/86) 1651.7    (m)         5419.     (f) VERT ANG       
 GO0389
 GO0389.Superseded values are not recommended for survey control.
 GO0389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GO0389.See file dsdata.txt to determine how the superseded data were derived.
 GO0389
 GO0389_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYF4250468956(NAD 83)
 GO0389_MARKER: DD = SURVEY DISK
 GO0389_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GO0389_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GO0389_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GO0389+STABILITY: SURFACE MOTION
 GO0389
 GO0389  HISTORY     - Date     Condition        Report By
 GO0389  HISTORY     - 1971     MONUMENTED       NMHD
 GO0389
 GO0389                          STATION DESCRIPTION
 GO0389
 GO0389'DESCRIBED BY NM HIGHWAY DEPT 1971 (CWW)
 GO0389'STATION IS LOCATED IN SAN JUAN COUNTY, NEW MEXICO, ON U. S. HIGHWAY
 GO0389'550, 1.9 MILES WEST OF BRIDGE NO. 5481 CROSSING THE ANIMAS RIVER
 GO0389'AND 0.1 MILE EAST OF NMSHC MILEPOST NUMBER (0321) 24.
 GO0389'
 GO0389'TO REACH THE STATION FROM THE POST OFFICE IN FARMINGTON, NEW MEXICO,
 GO0389'TRAVEL SOUTH ON AUBURN STREET TO BROADWAY STREET.  TURN RIGHT (WEST)
 GO0389'ON BROADWAY STREET AND TRAVEL 2.5 MILES TO BRIDGE NO. 5481 CROSSING
 GO0389'THE ANIMAS RIVER.  CONTINUE WEST 1.9 MILES, STATION IS 150.0 FEET
 GO0389'SOUTH OF THE CENTERLINE OF U. S. 550 FROM THIS POINT.
 GO0389'
 GO0389'STATION IS A STANDARD NMSHC BRASS DISK SET IN A CONCRETE MONUMENT
 GO0389'AND STAMPED 3610815015 - 1971.  IT IS 3.0 FEET NORTH OF A
 GO0389'WITNESS-FENCE-POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GO0382 ***********************************************************************
 GO0382  DESIGNATION -  3610815016
 GO0382  PID         -  GO0382
 GO0382  STATE/COUNTY-  NM/SAN JUAN
 GO0382  USGS QUAD   -  KIRTLAND (1979)
 GO0382
 GO0382                         *CURRENT SURVEY CONTROL
 GO0382  ___________________________________________________________________
 GO0382* NAD 83(1992)-  36 44 20.81759(N)    108 16 09.90877(W)     ADJUSTED  
 GO0382* NAVD 88     -      1671.5    (meters)    5484.     (feet)  VERTCON   
 GO0382  ___________________________________________________________________
 GO0382  LAPLACE CORR-           0.37  (seconds)                    DEFLEC99
 GO0382  GEOID HEIGHT-         -21.14  (meters)                     GEOID03
 GO0382
 GO0382  HORZ ORDER  -  SECOND
 GO0382
 GO0382.The horizontal coordinates were established by classical geodetic methods
 GO0382.and adjusted by the National Geodetic Survey in December 1993..
 GO0382
 GO0382.The NAVD 88 height was computed by applying the VERTCON shift value to
 GO0382.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GO0382
 GO0382.The Laplace correction was computed from DEFLEC99 derived deflections.
 GO0382
 GO0382.The geoid height was determined by GEOID03.
 GO0382
 GO0382;                    North         East     Units Scale Factor Converg.
 GO0382;SPC NM W     -   636,620.605   791,054.203   MT  0.99993535   -0 15 39.1
 GO0382;SPC NM W     - 2,088,646.10  2,595,317.00   sFT  0.99993535   -0 15 39.1
 GO0382;UTM  12      - 4,069,409.022   743,810.350   MT  1.00033239   +1 38 03.0
 GO0382
 GO0382!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GO0382!SPC NM W     -   0.99974106  x   0.99993535  =   0.99967643
 GO0382!UTM  12      -   0.99974106  x   1.00033239  =   1.00007336
 GO0382
 GO0382:                Primary Azimuth Mark                     Grid Az
 GO0382:SPC NM W     -  3610815017                               104 31 48.5
 GO0382:UTM  12      -  3610815017                               102 38 06.4
 GO0382
 GO0382|---------------------------------------------------------------------|
 GO0382| PID    Reference Object                     Distance      Geod. Az  |
 GO0382|                                                           dddmmss.s |
 GO0382| GO0381 3610815017                          APPROX. 0.6 KM 1041609.4 |
 GO0382|---------------------------------------------------------------------|
 GO0382
 GO0382                          SUPERSEDED SURVEY CONTROL
 GO0382
 GO0382  NAD 83(1992)-  36 44 20.81785(N)    108 16 09.90855(W) AD(       ) 2
 GO0382  NAD 83(1992)-  36 44 20.81774(N)    108 16 09.90870(W) AD(       ) 2
 GO0382  NAD 83(1986)-  36 44 20.80991(N)    108 16 09.91778(W) AD(       ) 2
 GO0382  NAD 27      -  36 44 20.80215(N)    108 16 07.64381(W) AD(       ) 2
 GO0382  NGVD 29 (07/19/86) 1670.6    (m)         5481.     (f) VERT ANG       
 GO0382
 GO0382.Superseded values are not recommended for survey control.
 GO0382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GO0382.See file dsdata.txt to determine how the superseded data were derived.
 GO0382
 GO0382_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYF4381069409(NAD 83)
 GO0382_MARKER: DD = SURVEY DISK
 GO0382_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GO0382_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GO0382_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GO0382+STABILITY: SURFACE MOTION
 GO0382
 GO0382  HISTORY     - Date     Condition        Report By
 GO0382  HISTORY     - 1971     MONUMENTED       NMHD
 GO0382
 GO0382                          STATION DESCRIPTION
 GO0382
 GO0382'DESCRIBED BY NM HIGHWAY DEPT 1971 (CWW)
 GO0382'STATION IS LOCATED IN SAN JUAN COUNTY, NEW MEXICO, ON U. S. HIGHWAY
 GO0382'550, 1.0 MILE WEST OF BRIDGE NO. 5481 CROSSING THE ANIMAS RIVER,
 GO0382'AND 0.8 MILE EAST OF NMSHC MILEPOST NUMBER (0321) 24.
 GO0382'
 GO0382'TO REACH THE STATION FROM THE POST OFFICE IN FARMINGTON, NEW MEXICO,
 GO0382'TRAVEL SOUTH ON AUBURN STREET TO BROADWAY STREET.  TURN RIGHT (WEST)
 GO0382'ON BROADWAY STREET AND TRAVEL 2.5 MILES TO BRIDGE NO. 5481 CROSSING
 GO0382'THE ANIMAS RIVER.  CONTINUE WEST 1.0 MILE, STATION IS 173.0 FEET
 GO0382'NORTH OF THE CENTERLINE OF U. S. HIGHWAY 550 FROM THIS POINT.
 GO0382'
 GO0382'STATION IS A STANDARD NMSHC BRASS DISK SET IN A CONCRETE MONUMENT
 GO0382'AND STAMPED 3610815016 - 1971.  IT IS 2.7 FEET SOUTH OF A METAL
 GO0382'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GO0381 ***********************************************************************
 GO0381  DESIGNATION -  3610815017
 GO0381  PID         -  GO0381
 GO0381  STATE/COUNTY-  NM/SAN JUAN
 GO0381  USGS QUAD   -  KIRTLAND (1979)
 GO0381
 GO0381                         *CURRENT SURVEY CONTROL
 GO0381  ___________________________________________________________________
 GO0381* NAD 83(1992)-  36 44 15.67599(N)    108 15 44.79394(W)     ADJUSTED  
 GO0381* NAVD 88     -      1664.8    (meters)    5462.     (feet)  VERTCON   
 GO0381  ___________________________________________________________________
 GO0381  LAPLACE CORR-           0.38  (seconds)                    DEFLEC99
 GO0381  GEOID HEIGHT-         -21.14  (meters)                     GEOID03
 GO0381
 GO0381  HORZ ORDER  -  SECOND
 GO0381
 GO0381.The horizontal coordinates were established by classical geodetic methods
 GO0381.and adjusted by the National Geodetic Survey in December 1993..
 GO0381
 GO0381.The NAVD 88 height was computed by applying the VERTCON shift value to
 GO0381.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GO0381
 GO0381.The Laplace correction was computed from DEFLEC99 derived deflections.
 GO0381
 GO0381.The geoid height was determined by GEOID03.
 GO0381
 GO0381;                    North         East     Units Scale Factor Converg.
 GO0381;SPC NM W     -   636,459.309   791,676.537   MT  0.99993475   -0 15 24.0
 GO0381;SPC NM W     - 2,088,116.92  2,597,358.77   sFT  0.99993475   -0 15 24.0
 GO0381;UTM  12      - 4,069,268.337   744,437.928   MT  1.00033617   +1 38 17.8
 GO0381
 GO0381!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GO0381!SPC NM W     -   0.99974211  x   0.99993475  =   0.99967688
 GO0381!UTM  12      -   0.99974211  x   1.00033617  =   1.00007819
 GO0381
 GO0381:                Primary Azimuth Mark                     Grid Az
 GO0381:SPC NM W     -  3610815016                               284 31 48.4
 GO0381:UTM  12      -  3610815016                               282 38 06.6
 GO0381
 GO0381|---------------------------------------------------------------------|
 GO0381| PID    Reference Object                     Distance      Geod. Az  |
 GO0381|                                                           dddmmss.s |
 GO0381| GO0382 3610815016                          APPROX. 0.6 KM 2841624.4 |
 GO0381|---------------------------------------------------------------------|
 GO0381
 GO0381                          SUPERSEDED SURVEY CONTROL
 GO0381
 GO0381  NAD 83(1992)-  36 44 15.67620(N)    108 15 44.79363(W) AD(       ) 2
 GO0381  NAD 83(1992)-  36 44 15.67614(N)    108 15 44.79384(W) AD(       ) 2
 GO0381  NAD 83(1986)-  36 44 15.66829(N)    108 15 44.80299(W) AD(       ) 2
 GO0381  NAD 27      -  36 44 15.66094(N)    108 15 42.53066(W) AD(       ) 2
 GO0381  NGVD 29 (07/19/86) 1663.9    (m)         5459.     (f) VERT ANG       
 GO0381
 GO0381.Superseded values are not recommended for survey control.
 GO0381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GO0381.See file dsdata.txt to determine how the superseded data were derived.
 GO0381
 GO0381_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYF4443869268(NAD 83)
 GO0381_MARKER: DD = SURVEY DISK
 GO0381_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GO0381_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GO0381_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GO0381+STABILITY: SURFACE MOTION
 GO0381
 GO0381  HISTORY     - Date     Condition        Report By
 GO0381  HISTORY     - 1971     MONUMENTED       NMHD
 GO0381
 GO0381                          STATION DESCRIPTION
 GO0381
 GO0381'DESCRIBED BY NM HIGHWAY DEPT 1971 (CWW)
 GO0381'STATION IS LOCATED IN SAN JUAN COUNTY, NEW MEXICO, ON U. S. HIGHWAY
 GO0381'550, 0.6 MILE WEST OF BRIDGE NO. 5481 CROSSING THE ANIMAS RIVER AND
 GO0381'1.2 MILES EAST OF NMSHC MILEPOST NUMBER (0321) 24.
 GO0381'
 GO0381'TO REACH THE STATION FROM THE POST OFFICE AT FARMINGTON, NEW MEXICO,
 GO0381'TRAVEL SOUTH ON AUBURN STREET TO BROADWAY STREET.  TURN RIGHT (WEST)
 GO0381'ON BROADWAY STREET AND TRAVEL 2.5 MILES TO BRIDGE NO. 5481 CROSSING
 GO0381'THE ANIMAS RIVER.  CONTINUE WEST 0.6 MILE, STATION IS 100.0 FEET
 GO0381'SOUTH OF THE CENTERLINE OF U. S. 550 FROM THIS POINT.
 GO0381'
 GO0381'STATION IS A STANDARD NMSHC BRASS DISK SET IN A CONCRETE MONUMENT
 GO0381'AND STAMPED 3610815017 - 1971.  IT IS 1.8 FEET NORTH OF A METAL
 GO0381'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GO0373 ***********************************************************************
 GO0373  DESIGNATION -  3610815018
 GO0373  PID         -  GO0373
 GO0373  STATE/COUNTY-  NM/SAN JUAN
 GO0373  USGS QUAD   -  FARMINGTON SOUTH (1979)
 GO0373
 GO0373                         *CURRENT SURVEY CONTROL
 GO0373  ___________________________________________________________________
 GO0373* NAD 83(1992)-  36 43 55.89985(N)    108 14 29.82024(W)     ADJUSTED  
 GO0373* NAVD 88     -      1605.8    (meters)    5268.     (feet)  VERTCON   
 GO0373  ___________________________________________________________________
 GO0373  LAPLACE CORR-           0.54  (seconds)                    DEFLEC99
 GO0373  GEOID HEIGHT-         -21.15  (meters)                     GEOID03
 GO0373
 GO0373  HORZ ORDER  -  SECOND
 GO0373
 GO0373.The horizontal coordinates were established by classical geodetic methods
 GO0373.and adjusted by the National Geodetic Survey in December 1993..
 GO0373
 GO0373.The NAVD 88 height was computed by applying the VERTCON shift value to
 GO0373.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GO0373
 GO0373.The Laplace correction was computed from DEFLEC99 derived deflections.
 GO0373
 GO0373.The geoid height was determined by GEOID03.
 GO0373
 GO0373;                    North         East     Units Scale Factor Converg.
 GO0373;SPC NM W     -   635,841.611   793,533.906   MT  0.99993304   -0 14 39.1
 GO0373;SPC NM W     - 2,086,090.35  2,603,452.49   sFT  0.99993304   -0 14 39.1
 GO0373;UTM  12      - 4,068,712.165   746,315.471   MT  1.00034753   +1 39 02.0
 GO0373
 GO0373!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GO0373!SPC NM W     -   0.99975138  x   0.99993304  =   0.99968444
 GO0373!UTM  12      -   0.99975138  x   1.00034753  =   1.00009882
 GO0373
 GO0373:                Primary Azimuth Mark                     Grid Az
 GO0373:SPC NM W     -  3610815017                               288 23 43.3
 GO0373:UTM  12      -  3610815017                               286 30 02.2
 GO0373
 GO0373|---------------------------------------------------------------------|
 GO0373| PID    Reference Object                     Distance      Geod. Az  |
 GO0373|                                                           dddmmss.s |
 GO0373| GO0381 3610815017                          APPROX. 2.0 KM 2880904.2 |
 GO0373|---------------------------------------------------------------------|
 GO0373
 GO0373                          SUPERSEDED SURVEY CONTROL
 GO0373
 GO0373  NAD 83(1992)-  36 43 55.89997(N)    108 14 29.82009(W) AD(       ) 2
 GO0373  NAD 83(1986)-  36 43 55.89206(N)    108 14 29.82937(W) AD(       ) 2
 GO0373  NAD 27      -  36 43 55.88614(N)    108 14 27.56008(W) AD(       ) 2
 GO0373  NGVD 29 (07/19/86) 1604.8    (m)         5265.     (f) VERT ANG       
 GO0373
 GO0373.Superseded values are not recommended for survey control.
 GO0373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GO0373.See file dsdata.txt to determine how the superseded data were derived.
 GO0373
 GO0373_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYF4631568712(NAD 83)
 GO0373_MARKER: DD = SURVEY DISK
 GO0373_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GO0373_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GO0373_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GO0373+STABILITY: SURFACE MOTION
 GO0373
 GO0373  HISTORY     - Date     Condition        Report By
 GO0373  HISTORY     - 1971     MONUMENTED       NMHD
 GO0373  HISTORY     - 19991221 MARK NOT FOUND   LOCSUR
 GO0373
 GO0373                          STATION DESCRIPTION
 GO0373
 GO0373'DESCRIBED BY NM HIGHWAY DEPT 1971 (CWW)
 GO0373'STATION IS LOCATED IN SAN JUAN COUNTY, NEW MEXICO, ON U. S. HIGHWAY
 GO0373'550, 0.7 MILE EAST OF BRIDGE NO. 5481 CROSSING THE ANIMAS RIVER, AND
 GO0373'2.5 MILES EAST OF NMSHC MILEPOST NUMBER (0321) 24.
 GO0373'
 GO0373'TO REACH THE STATION FROM THE POST OFFICE IN FARMINGTON, NEW MEXICO,
 GO0373'TRAVEL SOUTH ON AUBURN STREET TO BROADWAY STREET.  TURN RIGHT (WEST)
 GO0373'ON BROADWAY STREET AND TRAVEL 1.8 MILES, STATION IS 72.5 FEET SOUTH
 GO0373'OF THE CENTERLINE OF BROADWAY STREET (U. S. HIGHWAY 550) FROM THIS
 GO0373'POINT.
 GO0373'
 GO0373'STATION IS A STANDARD NMSHC BRASS DISK SET IN A CONCRETE MONUMENT
 GO0373'AND STAMPED 3610815018 - 1971.  IT IS 1.7 FEET NORTH OF A METAL
 GO0373'WITNESS POST.
 GO0373
 GO0373                          STATION RECOVERY (1999)
 GO0373
 GO0373'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1999 (MD)
 GO0373'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GO0376 ***********************************************************************
 GO0376  DESIGNATION -  3610815019
 GO0376  PID         -  GO0376
 GO0376  STATE/COUNTY-  NM/SAN JUAN
 GO0376  USGS QUAD   -  FARMINGTON SOUTH (1979)
 GO0376
 GO0376                         *CURRENT SURVEY CONTROL
 GO0376  ___________________________________________________________________
 GO0376* NAD 83(1992)-  36 43 52.47123(N)    108 13 37.51481(W)     ADJUSTED  
 GO0376* NAVD 88     -      1611.6    (meters)    5287.     (feet)  VERTCON   
 GO0376  ___________________________________________________________________
 GO0376  LAPLACE CORR-           0.61  (seconds)                    DEFLEC99
 GO0376  GEOID HEIGHT-         -21.15  (meters)                     GEOID03
 GO0376
 GO0376  HORZ ORDER  -  SECOND
 GO0376
 GO0376.The horizontal coordinates were established by classical geodetic methods
 GO0376.and adjusted by the National Geodetic Survey in December 1993..
 GO0376
 GO0376.The NAVD 88 height was computed by applying the VERTCON shift value to
 GO0376.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GO0376
 GO0376.The Laplace correction was computed from DEFLEC99 derived deflections.
 GO0376
 GO0376.The geoid height was determined by GEOID03.
 GO0376
 GO0376;                    North         East     Units Scale Factor Converg.
 GO0376;SPC NM W     -   635,730.497   794,831.170   MT  0.99993190   -0 14 07.8
 GO0376;SPC NM W     - 2,085,725.81  2,607,708.60   sFT  0.99993190   -0 14 07.8
 GO0376;UTM  12      - 4,068,643.975   747,616.245   MT  1.00035544   +1 39 33.2
 GO0376
 GO0376!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GO0376!SPC NM W     -   0.99975047  x   0.99993190  =   0.99968238
 GO0376!UTM  12      -   0.99975047  x   1.00035544  =   1.00010582
 GO0376
 GO0376:                Primary Azimuth Mark                     Grid Az
 GO0376:SPC NM W     -  3610815020                               120 18 20.5
 GO0376:UTM  12      -  3610815020                               118 24 39.5
 GO0376
 GO0376|---------------------------------------------------------------------|
 GO0376| PID    Reference Object                     Distance      Geod. Az  |
 GO0376|                                                           dddmmss.s |
 GO0376| GO0374 3610815020                          APPROX. 0.8 KM 1200412.7 |
 GO0376|---------------------------------------------------------------------|
 GO0376
 GO0376                          SUPERSEDED SURVEY CONTROL
 GO0376
 GO0376  NAD 83(1992)-  36 43 52.47134(N)    108 13 37.51462(W) AD(       ) 2
 GO0376  NAD 83(1986)-  36 43 52.46337(N)    108 13 37.52394(W) AD(       ) 2
 GO0376  NAD 27      -  36 43 52.45783(N)    108 13 35.25680(W) AD(       ) 2
 GO0376  NGVD 29 (07/19/86) 1610.6    (m)         5284.     (f) VERT ANG       
 GO0376
 GO0376.Superseded values are not recommended for survey control.
 GO0376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GO0376.See file dsdata.txt to determine how the superseded data were derived.
 GO0376
 GO0376_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYF4761668644(NAD 83)
 GO0376_MARKER: DD = SURVEY DISK
 GO0376_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GO0376_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GO0376_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GO0376+STABILITY: SURFACE MOTION
 GO0376
 GO0376  HISTORY     - Date     Condition        Report By
 GO0376  HISTORY     - 1971     MONUMENTED       NMHD
 GO0376
 GO0376                          STATION DESCRIPTION
 GO0376
 GO0376'DESCRIBED BY NM HIGHWAY DEPT 1971 (CWW)
 GO0376'STATION IS LOCATED IN FARMINGTON, NEW MEXICO, 1.0 MILE WEST OF THE
 GO0376'INTERSECTION OF AUBURN AND BROADWAY STREETS, AND 3.3 MILES EAST OF
 GO0376'NMSHC MILEPOST NUMBER (0321) 24.
 GO0376'
 GO0376'TO REACH THE STATION FROM THE POST OFFICE IN FARMINGTON, NEW MEXICO,
 GO0376'TRAVEL SOUTH ON AUBURN STREET TO BROADWAY STREET.  TURN RIGHT (WEST)
 GO0376'ON BROADWAY STREET AND TRAVEL 1.0 MILE, STATION IS 70.0 FEET NORTH
 GO0376'OF THE CENTERLINE OF BROADWAY STREET (U. S. 550) FROM THIS POINT.
 GO0376'
 GO0376'STATION IS A STANDARD NMSHC BRASS DISK SET IN A CONCRETE MONUMENT
 GO0376'AND STAMPED 3610815019 - 1971.  IT IS 1.8 FEET SOUTH OF A METAL
 GO0376'WITNESS POST AND 2.0 FEET SOUTH OF THE RIGHT-OF-WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GO0374 ***********************************************************************
 GO0374  DESIGNATION -  3610815020
 GO0374  PID         -  GO0374
 GO0374  STATE/COUNTY-  NM/SAN JUAN
 GO0374  USGS QUAD   -  FARMINGTON SOUTH (1979)
 GO0374
 GO0374                         *CURRENT SURVEY CONTROL
 GO0374  ___________________________________________________________________
 GO0374* NAD 83(1992)-  36 43 40.04878(N)    108 13 10.86223(W)     ADJUSTED  
 GO0374* NAVD 88     -      1612.8    (meters)    5291.     (feet)  VERTCON   
 GO0374  ___________________________________________________________________
 GO0374  LAPLACE CORR-           0.56  (seconds)                    DEFLEC99
 GO0374  GEOID HEIGHT-         -21.15  (meters)                     GEOID03
 GO0374
 GO0374  HORZ ORDER  -  SECOND
 GO0374
 GO0374.The horizontal coordinates were established by classical geodetic methods
 GO0374.and adjusted by the National Geodetic Survey in December 1993..
 GO0374
 GO0374.The NAVD 88 height was computed by applying the VERTCON shift value to
 GO0374.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GO0374
 GO0374.The Laplace correction was computed from DEFLEC99 derived deflections.
 GO0374
 GO0374.The geoid height was determined by GEOID03.
 GO0374
 GO0374;                    North         East     Units Scale Factor Converg.
 GO0374;SPC NM W     -   635,344.903   795,490.885   MT  0.99993133   -0 13 51.8
 GO0374;SPC NM W     - 2,084,460.74  2,609,873.01   sFT  0.99993133   -0 13 51.8
 GO0374;UTM  12      - 4,068,280.248   748,288.634   MT  1.00035955   +1 39 48.7
 GO0374
 GO0374!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GO0374!SPC NM W     -   0.99975028  x   0.99993133  =   0.99968163
 GO0374!UTM  12      -   0.99975028  x   1.00035955  =   1.00010974
 GO0374
 GO0374:                Primary Azimuth Mark                     Grid Az
 GO0374:SPC NM W     -  3610815019                               300 18 20.4
 GO0374:UTM  12      -  3610815019                               298 24 39.9
 GO0374
 GO0374|---------------------------------------------------------------------|
 GO0374| PID    Reference Object                     Distance      Geod. Az  |
 GO0374|                                                           dddmmss.s |
 GO0374| GO0376 3610815019                          APPROX. 0.8 KM 3000428.6 |
 GO0374|---------------------------------------------------------------------|
 GO0374
 GO0374                          SUPERSEDED SURVEY CONTROL
 GO0374
 GO0374  NAD 83(1992)-  36 43 40.04887(N)    108 13 10.86203(W) AD(       ) 2
 GO0374  NAD 83(1986)-  36 43 40.04088(N)    108 13 10.87139(W) AD(       ) 2
 GO0374  NAD 27      -  36 43 40.03539(N)    108 13 08.60430(W) AD(       ) 2
 GO0374  NGVD 29 (07/19/86) 1611.8    (m)         5288.     (f) VERT ANG       
 GO0374
 GO0374.Superseded values are not recommended for survey control.
 GO0374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GO0374.See file dsdata.txt to determine how the superseded data were derived.
 GO0374
 GO0374_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYF4828968280(NAD 83)
 GO0374_MARKER: DD = SURVEY DISK
 GO0374_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GO0374_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GO0374_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GO0374+STABILITY: SURFACE MOTION
 GO0374
 GO0374  HISTORY     - Date     Condition        Report By
 GO0374  HISTORY     - 1971     MONUMENTED       NMHD
 GO0374
 GO0374                          STATION DESCRIPTION
 GO0374
 GO0374'DESCRIBED BY NM HIGHWAY DEPT 1971 (CWW)
 GO0374'STATION IS LOCATED IN FARMINGTON, NEW MEXICO, NEAR THE INTERSECTION
 GO0374'OF AUBURN AND BROADWAY STREETS AND 3.8 MILES EAST OF NMSHC MILEPOST
 GO0374'NUMBER (0321) 24.
 GO0374'
 GO0374'TO REACH THE STATION FROM THE POST OFFICE IN FARMINGTON, NEW MEXICO,
 GO0374'TRAVEL SOUTH ON AUBURN STREET TO BROADWAY STREET.  TURN RIGHT (WEST)
 GO0374'ON BROADWAY STREET AND TRAVEL 0.5 MILE, STATION IS 90.0 FEET SOUTH
 GO0374'OF THE CENTERLINE OF BROADWAY STREET (U. S. 550) FROM THIS POINT.
 GO0374'
 GO0374'STATION IS A STANDARD NMSHC BRASS DISK SET IN A CONCRETE MONUMENT
 GO0374'AND STAMPED 3610815020 - 1971.  IT IS 1.7 FEET NORTH OF A METAL
 GO0374'WITNESS POST AND 1.4 FEET NORTH OF NMSHC RIGHT-OF-WAY MARKER NUMBER
 GO0374'195.3.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GO0384 ***********************************************************************
 GO0384  DESIGNATION -  3610815021
 GO0384  PID         -  GO0384
 GO0384  STATE/COUNTY-  NM/SAN JUAN
 GO0384  USGS QUAD   -  KIRTLAND (1979)
 GO0384
 GO0384                         *CURRENT SURVEY CONTROL
 GO0384  ___________________________________________________________________
 GO0384* NAD 83(1992)-  36 42 39.50290(N)    108 19 49.38668(W)     ADJUSTED  
 GO0384* NAVD 88     -      1700.8    (meters)    5580.     (feet)  VERTCON   
 GO0384  ___________________________________________________________________
 GO0384  LAPLACE CORR-           0.81  (seconds)                    DEFLEC99
 GO0384  GEOID HEIGHT-         -21.20  (meters)                     GEOID03
 GO0384
 GO0384  HORZ ORDER  -  SECOND
 GO0384
 GO0384.The horizontal coordinates were established by classical geodetic methods
 GO0384.and adjusted by the National Geodetic Survey in December 1993..
 GO0384
 GO0384.The NAVD 88 height was computed by applying the VERTCON shift value to
 GO0384.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GO0384
 GO0384.The Laplace correction was computed from DEFLEC99 derived deflections.
 GO0384
 GO0384.The geoid height was determined by GEOID03.
 GO0384
 GO0384;                    North         East     Units Scale Factor Converg.
 GO0384;SPC NM W     -   633,524.258   785,593.227   MT  0.99994095   -0 17 49.7
 GO0384;SPC NM W     - 2,078,487.50  2,577,400.45   sFT  0.99994095   -0 17 49.7
 GO0384;UTM  12      - 4,066,132.604   738,452.689   MT  1.00030056   +1 35 47.7
 GO0384
 GO0384!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GO0384!SPC NM W     -   0.99973647  x   0.99994095  =   0.99967744
 GO0384!UTM  12      -   0.99973647  x   1.00030056  =   1.00003695
 GO0384
 GO0384|---------------------------------------------------------------------|
 GO0384| PID    Reference Object                     Distance      Geod. Az  |
 GO0384|                                                           dddmmss.s |
 GO0384| GO0385 NIP 39                              356.235 METERS 16611     |
 GO0384|---------------------------------------------------------------------|
 GO0384
 GO0384                          SUPERSEDED SURVEY CONTROL
 GO0384
 GO0384  NAD 83(1992)-  36 42 39.50326(N)    108 19 49.38673(W) AD(       ) 2
 GO0384  NAD 83(1992)-  36 42 39.50297(N)    108 19 49.38674(W) AD(       ) 2
 GO0384  NAD 83(1986)-  36 42 39.49551(N)    108 19 49.39575(W) AD(       ) 2
 GO0384  NAD 27      -  36 42 39.48709(N)    108 19 47.11699(W) AD(       ) 2
 GO0384  NGVD 29 (07/19/86) 1699.9    (m)         5577.     (f) VERT ANG       
 GO0384
 GO0384.Superseded values are not recommended for survey control.
 GO0384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GO0384.See file dsdata.txt to determine how the superseded data were derived.
 GO0384
 GO0384_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYF3845366133(NAD 83)
 GO0384_MARKER: DD = SURVEY DISK
 GO0384_SETTING: 80 = SET IN A BOULDER
 GO0384_SP_SET: SET IN DRILL HOLE IN A BOULDER
 GO0384_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GO0384+STABILITY: SURFACE MOTION
 GO0384
 GO0384  HISTORY     - Date     Condition        Report By
 GO0384  HISTORY     - 1971     MONUMENTED       NMHD
 GO0384
 GO0384                          STATION DESCRIPTION
 GO0384
 GO0384'DESCRIBED BY NM HIGHWAY DEPT 1971 (CNW)
 GO0384'STATION IS LOCATED IN SAN JUAN COUNTY, NEW MEXICO, 8.6 MILES
 GO0384'SOUTHWEST OF FARMINGTON, NEW MEXICO ON THE NAVAJO INDIAN RESERVATION
 GO0384'ON BLUFFS SKIRTED BY THE SAN JUAN RIVER.
 GO0384'
 GO0384'TO REACH THE STATION FROM THE POST OFFICE IN FARMINGTON, NEW MEXICO,
 GO0384'TRAVEL SOUTH ON AUBURN STREET TO BROADWAY STREET.  TURN RIGHT (WEST)
 GO0384'ON BROADWAY STREET AND TRAVEL TO LAKE AVENUE.  TURN LEFT (SOUTH) ON
 GO0384'LAKE AVENUE TO PINON DRIVE OR STATE ROAD 371.  TURN RIGHT (WEST)
 GO0384'ON STATE ROAD 371 AND TRAVEL 0.9 MILE, CROSSING A BRIDGE OVER THE
 GO0384'SAN JUAN RIVER, TO A GRADED ROAD ON THE RIGHT (WEST).  TURN RIGHT
 GO0384'(WEST) ON THE GRADED ROAD AND TRAVEL 1.15 MILES, COMING TO A FENCE
 GO0384'LINE.  CONTINUE WEST FOR 1.45 MILES TO A TRACK ROAD ON THE LEFT
 GO0384'(SOUTH).  TURN LEFT (SOUTH) ON THE TRACK ROAD AND TRAVEL 1.5
 GO0384'MILES TO THE TOP OF THE BLUFF AND A TRACK ROAD TO THE RIGHT (WEST).
 GO0384'TRAVEL ON THE TRACK ROAD FOR 2.6 MILES BEARING TO THE RIGHT AS THE
 GO0384'ROAD DIMS.  FOLLOW THE ROAD TO THE EDGE OF THE BLUFFS AND STATION
 GO0384'WHICH IS 150.0 FEET FROM FROM THE NORTH EDGE OF THE MESA.
 GO0384'
 GO0384'STATION IS A STANDARD NMSHC BRASS DISK STAMPED 3610815021 - 1971, AND
 GO0384'IS SET IN A DRILL HOLE IN A LARGE STONE ON A HIGH HILL ON THE MESA.
 GO0384'IT IS 3.5 FEET WEST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GO0396 ***********************************************************************
 GO0396  DESIGNATION -  3610815022
 GO0396  PID         -  GO0396
 GO0396  STATE/COUNTY-  NM/SAN JUAN
 GO0396  USGS QUAD   -  FRUITLAND (1979)
 GO0396
 GO0396                         *CURRENT SURVEY CONTROL
 GO0396  ___________________________________________________________________
 GO0396* NAD 83(1992)-  36 43 19.21921(N)    108 23 17.70881(W)     ADJUSTED  
 GO0396* NAVD 88     -      1634.6    (meters)    5363.     (feet)  VERTCON   
 GO0396  ___________________________________________________________________
 GO0396  LAPLACE CORR-           0.11  (seconds)                    DEFLEC99
 GO0396  GEOID HEIGHT-         -21.19  (meters)                     GEOID03
 GO0396
 GO0396  HORZ ORDER  -  SECOND
 GO0396
 GO0396.The horizontal coordinates were established by classical geodetic methods
 GO0396.and adjusted by the National Geodetic Survey in December 1993..
 GO0396
 GO0396.The NAVD 88 height was computed by applying the VERTCON shift value to
 GO0396.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GO0396
 GO0396.The Laplace correction was computed from DEFLEC99 derived deflections.
 GO0396
 GO0396.The geoid height was determined by GEOID03.
 GO0396
 GO0396;                    North         East     Units Scale Factor Converg.
 GO0396;SPC NM W     -   634,776.825   780,430.392   MT  0.99994693   -0 19 54.5
 GO0396;SPC NM W     - 2,082,596.97  2,560,462.04   sFT  0.99994693   -0 19 54.5
 GO0396;UTM  12      - 4,067,214.228   733,249.501   MT  1.00027032   +1 33 44.5
 GO0396
 GO0396!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GO0396!SPC NM W     -   0.99974686  x   0.99994693  =   0.99969380
 GO0396!UTM  12      -   0.99974686  x   1.00027032  =   1.00001711
 GO0396
 GO0396:                Primary Azimuth Mark                     Grid Az
 GO0396:SPC NM W     -  3610815008                               002 05 10.2
 GO0396:UTM  12      -  3610815008                               000 11 31.2
 GO0396
 GO0396|---------------------------------------------------------------------|
 GO0396| PID    Reference Object                     Distance      Geod. Az  |
 GO0396|                                                           dddmmss.s |
 GO0396| GO0410 3610815008                          APPROX. 3.2 KM 0014515.7 |
 GO0396|---------------------------------------------------------------------|
 GO0396
 GO0396                          SUPERSEDED SURVEY CONTROL
 GO0396
 GO0396  NAD 83(1992)-  36 43 19.21952(N)    108 23 17.70891(W) AD(       ) 2
 GO0396  NAD 83(1992)-  36 43 19.21899(N)    108 23 17.70897(W) AD(       ) 2
 GO0396  NAD 83(1986)-  36 43 19.21199(N)    108 23 17.71736(W) AD(       ) 2
 GO0396  NAD 27      -  36 43 19.20394(N)    108 23 15.43208(W) AD(       ) 2
 GO0396  NGVD 29 (07/19/86) 1633.7    (m)         5360.     (f) VERT ANG       
 GO0396
 GO0396.Superseded values are not recommended for survey control.
 GO0396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GO0396.See file dsdata.txt to determine how the superseded data were derived.
 GO0396
 GO0396_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYF3325067214(NAD 83)
 GO0396_MARKER: DD = SURVEY DISK
 GO0396_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GO0396_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GO0396_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GO0396+STABILITY: SURFACE MOTION
 GO0396
 GO0396  HISTORY     - Date     Condition        Report By
 GO0396  HISTORY     - 1971     MONUMENTED       NMHD
 GO0396
 GO0396                          STATION DESCRIPTION
 GO0396
 GO0396'DESCRIBED BY NM HIGHWAY DEPT 1971 (CWW)
 GO0396'STATION IS LOCATED IN SAN JUAN COUNTY, NEW MEXICO, 1.0 MILE SOUTH
 GO0396'OF THE VILLAGE OF FRUITLAND, NEW MEXICO, IN THE SW 1/4 OF SECTION
 GO0396'14, T 29N, R14W ON THE NAVJO INDIAN RESERVATION, ON SOME HIGH
 GO0396'BLUFFS SKIRTED BY THE SAN JUAN RIVER.
 GO0396'
 GO0396'TO REACH THE STATION FROM THE INTERSECTION OF U. S. HIGHWAY 550 AND
 GO0396'STATE ROAD 489, TURN SOUTH ONTO STATE ROAD 489 AT THE ZIA TRADING
 GO0396'POST.  TRAVEL 1.0 MILE SOUTHEAST TO THE VILLAGE OF FRUITLAND, NEW
 GO0396'MEXICO, AND AN INTERSECTION WITH A PAVED ROAD TO THE FOUR CORNERS
 GO0396'POWER PLANT.  TURN RIGHT (WEST) ON THE PAVED ROAD AS THOUGH GOING
 GO0396'TO THE POWER PLANT.  TRAVEL 0.75 MILE, CROSSING A BRIDGE OVER THE
 GO0396'SAN JUAN RIVER, TO A POINT WHERE THE PAVED ROAD CURVES RIGHT
 GO0396'(NORTHWEST) SHARPLY, AND A DIRT ROAD TO THE LEFT (SOUTHEAST).
 GO0396'TURN LEFT (SOUTHEAST) ON THE DIRT ROAD AND TRAVEL 0.5 MILE TO A
 GO0396'DIRT ROAD LEFT (EAST), JUST PAST THE NENAHNEZAD INDIAN SCHOOL.
 GO0396'TURN LEFT (EAST) ON THE DIRT ROAD.  TRAVEL 0.4 MILE, CROSSING A
 GO0396'WOODEN BRIDGE OVER AN IRRIGATION CANAL AND PASSING BY A SEWAGE
 GO0396'DISPOSAL POND, TO A DIRT ROAD RIGHT (SOUTH) LEADING TO THE TOP
 GO0396'OF THE MESA.  TURN RIGHT (SOUTH) ON THE DIRT ROAD AND TRAVEL 0.55
 GO0396'MILE TO THE TOP OF THE MESA AND A FORK.  FOLLOW THE RIGHT FORK
 GO0396'0.5 MILE TO SOME DWELLINGS AND TURN LEFT (NORTH) ON A DIM ROAD
 GO0396'OPPOSITE THE DWELLINGS.  TRAVEL 0.5 MILE TO THE EDGE OF THE MESA AND
 GO0396'STATION.
 GO0396'
 GO0396'STATION IS A STANDARD NMSHC BRASS DISK SET IN A CONCRETE MONUMENT
 GO0396'AND STAMPED 3610815022 - 1971.  IT IS 2.0 FEET NORTHWEST OF A METAL
 GO0396'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GO0370 ***********************************************************************
 GO0370  DESIGNATION -  3610815040
 GO0370  PID         -  GO0370
 GO0370  STATE/COUNTY-  NM/SAN JUAN
 GO0370  USGS QUAD   -  GALLEGOS TRADING POS (1979)
 GO0370
 GO0370                         *CURRENT SURVEY CONTROL
 GO0370  ___________________________________________________________________
 GO0370* NAD 83(1992)-  36 36 29.82558(N)    108 00 53.33623(W)     ADJUSTED  
 GO0370* NAVD 88     -      1870.3    (meters)    6136.     (feet)  VERTCON   
 GO0370  ___________________________________________________________________
 GO0370  LAPLACE CORR-           1.95  (seconds)                    DEFLEC99
 GO0370  GEOID HEIGHT-         -21.06  (meters)                     GEOID03
 GO0370
 GO0370  HORZ ORDER  -  SECOND
 GO0370
 GO0370.The horizontal coordinates were established by classical geodetic methods
 GO0370.and adjusted by the National Geodetic Survey in December 1993..
 GO0370
 GO0370.The NAVD 88 height was computed by applying the VERTCON shift value to
 GO0370.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GO0370
 GO0370.The Laplace correction was computed from DEFLEC99 derived deflections.
 GO0370
 GO0370.The geoid height was determined by GEOID03.
 GO0370
 GO0370;                    North         East     Units Scale Factor Converg.
 GO0370;SPC NM W     -   622,029.962   813,764.816   MT  0.99991991   -0 06 29.6
 GO0370;SPC NM W     - 2,040,776.63  2,669,826.73   sFT  0.99991991   -0 06 29.6
 GO0370;UTM  12      - 4,055,569.627   767,001.434   MT  1.00047840   +1 46 52.5
 GO0370;UTM  13      - 4,055,652.479   230,347.575   MT  1.00049593   -1 47 56.2
 GO0370
 GO0370!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GO0370!SPC NM W     -   0.99970986  x   0.99991991  =   0.99962980
 GO0370!UTM  12      -   0.99970986  x   1.00047840  =   1.00018812
 GO0370!UTM  13      -   0.99970986  x   1.00049593  =   1.00020565
 GO0370
 GO0370:                Primary Azimuth Mark                     Grid Az
 GO0370:SPC NM W     -  3610815041                               352 20 32.8
 GO0370:UTM  12      -  3610815041                               350 27 10.7
 GO0370:UTM  13      -  3610815041                               354 01 59.4
 GO0370
 GO0370|---------------------------------------------------------------------|
 GO0370| PID    Reference Object                     Distance      Geod. Az  |
 GO0370|                                                           dddmmss.s |
 GO0370| GO0371 3610815041                          APPROX. 1.4 KM 3521403.2 |
 GO0370|---------------------------------------------------------------------|
 GO0370
 GO0370                          SUPERSEDED SURVEY CONTROL
 GO0370
 GO0370  NAD 83(1992)-  36 36 29.82355(N)    108 00 53.33807(W) AD(       ) 2
 GO0370  NAD 83(1986)-  36 36 29.81972(N)    108 00 53.34453(W) AD(       ) 2
 GO0370  NAD 27      -  36 36 29.79254(N)    108 00 51.10336(W) AD(       ) 2
 GO0370  NGVD 29 (07/19/86) 1869.3    (m)         6133.     (f) VERT ANG       
 GO0370
 GO0370.Superseded values are not recommended for survey control.
 GO0370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GO0370.See file dsdata.txt to determine how the superseded data were derived.
 GO0370
 GO0370_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYF6700155570(NAD 83)
 GO0370_MARKER: DD = SURVEY DISK
 GO0370_SETTING: 0 = UNSPECIFIED SETTING
 GO0370_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GO0370
 GO0370  HISTORY     - Date     Condition        Report By
 GO0370  HISTORY     - 1975     MONUMENTED       NMHD
 GO0370
 GO0370                          STATION DESCRIPTION
 GO0370
 GO0370'DESCRIBED BY NM HIGHWAY DEPT 1975 (CWW)
 GO0370'THE STATION IS LOCATED IN SAN JUAN COUNTY, NEW MEXICO ALONG STATE
 GO0370'ROAD 44, 16.8 AIRMILES NORTH-NORTHWEST OF THE HUERFANO TRADING POST
 GO0370'AND 7.3 AIRMILES SOUTH-SOUTHWEST OF BLOOMFIELD, NEW MEXICO.
 GO0370'
 GO0370'THE STATION IS AT MILEPOST 144.1.
 GO0370'
 GO0370'TO REACH FROM THE INTERSECTION OF STATE ROAD 44 AND U.S. 64 IN
 GO0370'BLOOMFIELD, NEW MEXICO GO SOUTH ON STATE ROAD 44, 7.7 MILES TO THE
 GO0370'STATION ON THE RIGHT.  THE STATION IS 92 FEET WEST OF THE
 GO0370'CENTERLINE OF STATE ROAD 44 AND 8 FEET EAST OF THE RIGHT OF WAY
 GO0370'FENCE.
 GO0370'
 GO0370'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION DISK
 GO0370'SET IN A CONCRETE POST PROJECTING ABOUT SIX INCHES ABOVE THE GROUND
 GO0370'AND STAMPED 3610815040, 1975.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GO0371 ***********************************************************************
 GO0371  DESIGNATION -  3610815041
 GO0371  PID         -  GO0371
 GO0371  STATE/COUNTY-  NM/SAN JUAN
 GO0371  USGS QUAD   -  GALLEGOS TRADING POS (1979)
 GO0371
 GO0371                         *CURRENT SURVEY CONTROL
 GO0371  ___________________________________________________________________
 GO0371* NAD 83(1992)-  36 37 15.56431(N)    108 01 01.07440(W)     ADJUSTED  
 GO0371* NAVD 88     -      1846.1    (meters)    6057.     (feet)  VERTCON   
 GO0371  ___________________________________________________________________
 GO0371  LAPLACE CORR-           1.73  (seconds)                    DEFLEC99
 GO0371  GEOID HEIGHT-         -21.07  (meters)                     GEOID03
 GO0371
 GO0371  HORZ ORDER  -  SECOND
 GO0371
 GO0371.The horizontal coordinates were established by classical geodetic methods
 GO0371.and adjusted by the National Geodetic Survey in December 1993..
 GO0371
 GO0371.The NAVD 88 height was computed by applying the VERTCON shift value to
 GO0371.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GO0371
 GO0371.The Laplace correction was computed from DEFLEC99 derived deflections.
 GO0371
 GO0371.The geoid height was determined by GEOID03.
 GO0371
 GO0371;                    North         East     Units Scale Factor Converg.
 GO0371;SPC NM W     -   623,440.113   813,575.220   MT  0.99991999   -0 06 34.3
 GO0371;SPC NM W     - 2,045,403.10  2,669,204.70   sFT  0.99991999   -0 06 34.3
 GO0371;UTM  12      - 4,056,973.542   766,765.308   MT  1.00047684   +1 46 49.8
 GO0371;UTM  13      - 4,057,068.427   230,199.588   MT  1.00049691   -1 48 02.7
 GO0371
 GO0371!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GO0371!SPC NM W     -   0.99971366  x   0.99991999  =   0.99963367
 GO0371!UTM  12      -   0.99971366  x   1.00047684  =   1.00019037
 GO0371!UTM  13      -   0.99971366  x   1.00049691  =   1.00021043
 GO0371
 GO0371:                Primary Azimuth Mark                     Grid Az
 GO0371:SPC NM W     -  3610815042                               012 52 42.8
 GO0371:UTM  12      -  3610815042                               010 59 18.7
 GO0371:UTM  13      -  3610815042                               014 34 11.2
 GO0371
 GO0371|---------------------------------------------------------------------|
 GO0371| PID    Reference Object                     Distance      Geod. Az  |
 GO0371|                                                           dddmmss.s |
 GO0371| GO0369 3610815042                          APPROX. 1.8 KM 0124608.5 |
 GO0371|---------------------------------------------------------------------|
 GO0371
 GO0371                          SUPERSEDED SURVEY CONTROL
 GO0371
 GO0371  NAD 83(1992)-  36 37 15.56232(N)    108 01 01.07592(W) AD(       ) 2
 GO0371  NAD 83(1986)-  36 37 15.55845(N)    108 01 01.08293(W) AD(       ) 2
 GO0371  NAD 27      -  36 37 15.53226(N)    108 00 58.84120(W) AD(       ) 2
 GO0371  NGVD 29 (07/19/86) 1845.1    (m)         6053.     (f) VERT ANG       
 GO0371
 GO0371.Superseded values are not recommended for survey control.
 GO0371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GO0371.See file dsdata.txt to determine how the superseded data were derived.
 GO0371
 GO0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYF6676556974(NAD 83)
 GO0371_MARKER: DD = SURVEY DISK
 GO0371_SETTING: 0 = UNSPECIFIED SETTING
 GO0371_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GO0371
 GO0371  HISTORY     - Date     Condition        Report By
 GO0371  HISTORY     - 1975     MONUMENTED       NMHD
 GO0371
 GO0371                          STATION DESCRIPTION
 GO0371
 GO0371'DESCRIBED BY NM HIGHWAY DEPT 1975 (CWW)
 GO0371'THE STATION IS LOCATED IN SAN JUAN COUNTY, NEW MEXICO ALONG STATE
 GO0371'ROAD 44, 17.6 AIRMILES NORTH-NORTHWEST OF THE HUERFANO TRADING POST
 GO0371'AND 6.5 AIRMILES SOUTH-SOUTHWEST OF BLOOMFIELD, NEW MEXICO.
 GO0371'
 GO0371'THE STATION IS AT MILEPOST 145.05.
 GO0371'
 GO0371'TO REACH FROM THE INTERSECTION OF STATE ROAD 44 AND U.S. 64 IN
 GO0371'BLOOMFIELD, NEW MEXICO GO SOUTH ON STATE ROAD 44, 6.8 MILES TO THE
 GO0371'STATION ON THE RIGHT.  THE STATION IS 100 FEET WEST OF THE
 GO0371'CENTERLINE OF STATE ROAD 44 AND 4 FEET EAST OF THE RIGHT OF WAY
 GO0371'FENCE BY A GAS LINE ROAD.
 GO0371'
 GO0371'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION DISK
 GO0371'SET IN A CONCRETE POST PROJECTING ABOUT SIX INCHES ABOVE THE GROUND
 GO0371'AND STAMPED 3610815041, 1975.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GO0369 ***********************************************************************
 GO0369  DESIGNATION -  3610815042
 GO0369  PID         -  GO0369
 GO0369  STATE/COUNTY-  NM/SAN JUAN
 GO0369  USGS QUAD   -  HORN CANYON (1979)
 GO0369
 GO0369                         *CURRENT SURVEY CONTROL
 GO0369  ___________________________________________________________________
 GO0369* NAD 83(1992)-  36 38 12.55564(N)    108 00 45.04821(W)     ADJUSTED  
 GO0369* NAVD 88     -      1804.4    (meters)    5920.     (feet)  VERTCON   
 GO0369  ___________________________________________________________________
 GO0369  LAPLACE CORR-           1.62  (seconds)                    DEFLEC99
 GO0369  GEOID HEIGHT-         -21.07  (meters)                     GEOID03
 GO0369
 GO0369  HORZ ORDER  -  SECOND
 GO0369
 GO0369.The horizontal coordinates were established by classical geodetic methods
 GO0369.and adjusted by the National Geodetic Survey in December 1993..
 GO0369
 GO0369.The NAVD 88 height was computed by applying the VERTCON shift value to
 GO0369.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GO0369
 GO0369.The Laplace correction was computed from DEFLEC99 derived deflections.
 GO0369
 GO0369.The geoid height was determined by GEOID03.
 GO0369
 GO0369;                    North         East     Units Scale Factor Converg.
 GO0369;SPC NM W     -   625,195.986   813,976.678   MT  0.99991983   -0 06 24.9
 GO0369;SPC NM W     - 2,051,163.83  2,670,521.82   sFT  0.99991983   -0 06 24.9
 GO0369;UTM  12      - 4,058,742.690   767,108.817   MT  1.00047910   +1 47 01.7
 GO0369;UTM  13      - 4,058,812.688   230,652.962   MT  1.00049390   -1 47 55.6
 GO0369
 GO0369!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GO0369!SPC NM W     -   0.99972020  x   0.99991983  =   0.99964006
 GO0369!UTM  12      -   0.99972020  x   1.00047910  =   1.00019917
 GO0369!UTM  13      -   0.99972020  x   1.00049390  =   1.00021397
 GO0369
 GO0369:                Primary Azimuth Mark                     Grid Az
 GO0369:SPC NM W     -  3610745005                               038 58 11.7
 GO0369:UTM  12      -  3610745005                               037 04 45.1
 GO0369:UTM  13      -  3610745005                               040 39 42.4
 GO0369
 GO0369|---------------------------------------------------------------------|
 GO0369| PID    Reference Object                     Distance      Geod. Az  |
 GO0369|                                                           dddmmss.s |
 GO0369| GN0668 3610745005                          APPROX. 1.8 KM 0385146.8 |
 GO0369|---------------------------------------------------------------------|
 GO0369
 GO0369                          SUPERSEDED SURVEY CONTROL
 GO0369
 GO0369  NAD 83(1992)-  36 38 12.55359(N)    108 00 45.04933(W) AD(       ) 2
 GO0369  NAD 83(1986)-  36 38 12.54984(N)    108 00 45.05702(W) AD(       ) 2
 GO0369  NAD 27      -  36 38 12.52473(N)    108 00 42.81521(W) AD(       ) 2
 GO0369  NGVD 29 (07/19/86) 1803.4    (m)         5917.     (f) VERT ANG       
 GO0369
 GO0369.Superseded values are not recommended for survey control.
 GO0369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GO0369.See file dsdata.txt to determine how the superseded data were derived.
 GO0369
 GO0369_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYF6710958743(NAD 83)
 GO0369_MARKER: DD = SURVEY DISK
 GO0369_SETTING: 0 = UNSPECIFIED SETTING
 GO0369_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GO0369
 GO0369  HISTORY     - Date     Condition        Report By
 GO0369  HISTORY     - 1975     MONUMENTED       NMHD
 GO0369
 GO0369                          STATION DESCRIPTION
 GO0369
 GO0369'DESCRIBED BY NM HIGHWAY DEPT 1975 (CWW)
 GO0369'THE STATION IS LOCATED IN SAN JUAN COUNTY, NEW MEXICO ALONG STATE
 GO0369'ROAD 44, 18.4 AIRMILES NORTH-NORTHWEST OF THE HUERFANO TRADING POST
 GO0369'AND 5.3 AIRMILES SOUTH-SOUTHWEST OF BLOOMFIELD, NEW MEXICO.
 GO0369'
 GO0369'THE STATION IS AT MILEPOST 146.2.
 GO0369'
 GO0369'TO REACH FROM THE INTERSECTION OF STATE ROAD 44 AND U.S. 64 IN
 GO0369'BLOOMFIELD, NEW MEXICO GO SOUTH ON STATE ROAD 44, 5.6 MILES TO THE
 GO0369'STATION ON THE RIGHT.  THE STATION IS 104 FEET WEST OF THE
 GO0369'CENTERLINE OF STATE ROAD 44 ON A DEEP SANDY ROADWAY CUT, 2 FEET
 GO0369'WEST OF THE RIGHT OF WAY FENCE.
 GO0369'
 GO0369'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION DISK
 GO0369'SET IN A CONCRETE POST PROJECTING ABOUT SIX INCHES ABOVE THE GROUND
 GO0369'AND STAMPED 3610815042, 1975.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GO0431 ***********************************************************************
 GO0431  DESIGNATION -  3610835001
 GO0431  PID         -  GO0431
 GO0431  STATE/COUNTY-  NM/SAN JUAN
 GO0431  USGS QUAD   -  LITTLE WATER (1966)
 GO0431
 GO0431                         *CURRENT SURVEY CONTROL
 GO0431  ___________________________________________________________________
 GO0431* NAD 83(1992)-  36 28 43.58840(N)    108 43 17.86058(W)     ADJUSTED  
 GO0431* NAVD 88     -      1711.4    (meters)    5615.     (feet)  VERTCON   
 GO0431  ___________________________________________________________________
 GO0431  LAPLACE CORR-          -5.67  (seconds)                    DEFLEC99
 GO0431  GEOID HEIGHT-         -21.00  (meters)                     GEOID03
 GO0431
 GO0431  HORZ ORDER  -  SECOND
 GO0431
 GO0431.The horizontal coordinates were established by classical geodetic methods
 GO0431.and adjusted by the National Geodetic Survey in December 1993..
 GO0431
 GO0431.The NAVD 88 height was computed by applying the VERTCON shift value to
 GO0431.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GO0431
 GO0431.The Laplace correction was computed from DEFLEC99 derived deflections.
 GO0431
 GO0431.The geoid height was determined by GEOID03.
 GO0431
 GO0431;                    North         East     Units Scale Factor Converg.
 GO0431;SPC NM W     -   608,011.043   750,400.684   MT  0.99999470   -0 31 41.3
 GO0431;SPC NM W     - 1,994,782.90  2,461,939.58   sFT  0.99999470   -0 31 41.3
 GO0431;UTM  12      - 4,039,467.151   704,111.794   MT  1.00011332   +1 21 18.1
 GO0431
 GO0431!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GO0431!SPC NM W     -   0.99973478  x   0.99999470  =   0.99972948
 GO0431!UTM  12      -   0.99973478  x   1.00011332  =   0.99984807
 GO0431
 GO0431:                Primary Azimuth Mark                     Grid Az
 GO0431:SPC NM W     -  SHIPROCK HIGHEST PINNACLE                336 39 28.9
 GO0431:UTM  12      -  SHIPROCK HIGHEST PINNACLE                334 46 29.5
 GO0431
 GO0431|---------------------------------------------------------------------|
 GO0431| PID    Reference Object                     Distance      Geod. Az  |
 GO0431|                                                           dddmmss.s |
 GO0431| GO0491 SHIPROCK HIGHEST PINNACLE           APPROX.25.3 KM 3360747.6 |
 GO0431|---------------------------------------------------------------------|
 GO0431
 GO0431                          SUPERSEDED SURVEY CONTROL
 GO0431
 GO0431  NAD 83(1992)-  36 28 43.58788(N)    108 43 17.86114(W) AD(       ) 2
 GO0431  NAD 83(1992)-  36 28 43.58422(N)    108 43 17.86270(W) AD(       ) 2
 GO0431  NAD 83(1986)-  36 28 43.58303(N)    108 43 17.86297(W) AD(       ) 2
 GO0431  NAD 27      -  36 28 43.57274(N)    108 43 15.54794(W) AD(       ) 2
 GO0431  NGVD 29 (07/19/86) 1710.4    (m)         5612.     (f) VERT ANG       
 GO0431
 GO0431.Superseded values are not recommended for survey control.
 GO0431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GO0431.See file dsdata.txt to determine how the superseded data were derived.
 GO0431
 GO0431_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYF0411239467(NAD 83)
 GO0431_MARKER: DD = SURVEY DISK
 GO0431_SETTING: 0 = UNSPECIFIED SETTING
 GO0431_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GO0431
 GO0431  HISTORY     - Date     Condition        Report By
 GO0431  HISTORY     - 1971     MONUMENTED       NMHD
 GO0431
 GO0431                          STATION DESCRIPTION
 GO0431
 GO0431'DESCRIBED BY NM HIGHWAY DEPT 1971 (CWW)
 GO0431'STATION IS LOCATED IN SAN JUAN COUNTY, NEW MEXICO, ON U. S. HIGHWAY
 GO0431'666, 13.4 MILES NORTH OF THE NEWCOMB TRADING POST, AND 0.6 MILE
 GO0431'NORTH OF NMSHC MILEPOST NUMBER (0311) 71.
 GO0431'
 GO0431'TO REACH THE STATION FROM NEWCOMB TRADING POST, TRAVEL NORTH ON
 GO0431'U. S. 666 13.25 MILES.  TURN RIGHT (EAST) AND CONTINUE FOR 0.15 MILE
 GO0431'TO ROCKY HILL, AND STATION, WHICH IS 786 FEET EAST OF CENTERLINE
 GO0431'OF U. S. 666.
 GO0431'
 GO0431'STATION IS A STANDARD NMSHC BRASS DISK SET IN A CONCRETE MONUMENT
 GO0431'AND IS STAMPED 3610835001 - 1971.  IT IS 2.2 FEET WEST OF A METAL
 GO0431'WITNESS POST.
 GO0431'
 GO0431'HEIGHT OF LIGHT ABOVE STATION MARK 1.52 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GO0430 ***********************************************************************
 GO0430  DESIGNATION -  3610835002
 GO0430  PID         -  GO0430
 GO0430  STATE/COUNTY-  NM/SAN JUAN
 GO0430  USGS QUAD   -  LITTLE WATER (1966)
 GO0430
 GO0430                         *CURRENT SURVEY CONTROL
 GO0430  ___________________________________________________________________
 GO0430* NAD 83(1992)-  36 24 19.62898(N)    108 43 11.28931(W)     ADJUSTED  
 GO0430* NAVD 88     -      1711.2    (meters)    5614.     (feet)  VERTCON   
 GO0430  ___________________________________________________________________
 GO0430  LAPLACE CORR-          -6.23  (seconds)                    DEFLEC99
 GO0430  GEOID HEIGHT-         -20.92  (meters)                     GEOID03
 GO0430
 GO0430  HORZ ORDER  -  SECOND
 GO0430
 GO0430.The horizontal coordinates were established by classical geodetic methods
 GO0430.and adjusted by the National Geodetic Survey in December 1993..
 GO0430
 GO0430.The NAVD 88 height was computed by applying the VERTCON shift value to
 GO0430.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GO0430
 GO0430.The Laplace correction was computed from DEFLEC99 derived deflections.
 GO0430
 GO0430.The geoid height was determined by GEOID03.
 GO0430
 GO0430;                    North         East     Units Scale Factor Converg.
 GO0430;SPC NM W     -   599,873.581   750,489.477   MT  0.99999453   -0 31 34.1
 GO0430;SPC NM W     - 1,968,085.24  2,462,230.89   sFT  0.99999453   -0 31 34.1
 GO0430;UTM  12      - 4,031,336.019   704,467.760   MT  1.00011512   +1 21 13.5
 GO0430
 GO0430!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GO0430!SPC NM W     -   0.99973479  x   0.99999453  =   0.99972932
 GO0430!UTM  12      -   0.99973479  x   1.00011512  =   0.99984988
 GO0430
 GO0430:                Primary Azimuth Mark                     Grid Az
 GO0430:SPC NM W     -  SHIPROCK HIGHEST PINNACLE                342 07 15.2
 GO0430:UTM  12      -  SHIPROCK HIGHEST PINNACLE                340 14 27.6
 GO0430
 GO0430|---------------------------------------------------------------------|
 GO0430| PID    Reference Object                     Distance      Geod. Az  |
 GO0430|                                                           dddmmss.s |
 GO0430| GO0491 SHIPROCK HIGHEST PINNACLE           APPROX.33.0 KM 3413541.1 |
 GO0430|---------------------------------------------------------------------|
 GO0430
 GO0430                          SUPERSEDED SURVEY CONTROL
 GO0430
 GO0430  NAD 83(1992)-  36 24 19.62834(N)    108 43 11.29003(W) AD(       ) 2
 GO0430  NAD 83(1986)-  36 24 19.62391(N)    108 43 11.29131(W) AD(       ) 2
 GO0430  NAD 27      -  36 24 19.60664(N)    108 43 08.97694(W) AD(       ) 2
 GO0430  NGVD 29 (07/19/86) 1710.3    (m)         5611.     (f) VERT ANG       
 GO0430
 GO0430.Superseded values are not recommended for survey control.
 GO0430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GO0430.See file dsdata.txt to determine how the superseded data were derived.
 GO0430
 GO0430_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYF0446831336(NAD 83)
 GO0430_MARKER: DD = SURVEY DISK
 GO0430_SETTING: 66 = SET IN ROCK OUTCROP
 GO0430_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 GO0430_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GO0430
 GO0430  HISTORY     - Date     Condition        Report By
 GO0430  HISTORY     - 1971     MONUMENTED       NMHD
 GO0430
 GO0430                          STATION DESCRIPTION
 GO0430
 GO0430'DESCRIBED BY NM HIGHWAY DEPT 1971 (CWW)
 GO0430'STATION IS LOCATED IN SAN JUAN COUNTY, NEW MEXICO, ON U. S. HIGHWAY
 GO0430'666, 8.3 MILES NORTH OF NEWCOMB TRADING POST, AND 0.5 MILE NORTH OF
 GO0430'NMSHC MILEPOST NUMBER (0311) 66.
 GO0430'
 GO0430'TO REACH THE STATION FROM NEWCOMB TRADING POST, TRAVEL NORTH ON
 GO0430'U. S. 666 8.3 MILES AND TURN RIGHT (EAST).  STATION IS 102 FEET
 GO0430'EAST OF CENTERLINE OF U. S. 666.
 GO0430'
 GO0430'STATION IS A STANDARD NMSHC BRASS DISK CEMENTED IN A DRILL HOLE IN
 GO0430'BEDROCK AND IS STAMPED 3610835002 - 1971.  IT IS 4.8 FEET EAST OF
 GO0430'A METAL WITNESS POST AND 24.3 FEET EAST OF POWER POLE NUMBER
 GO0430'(3585).
 GO0430'
 GO0430'HEIGHT OF LIGHT ABOVE STATION MARK 1.52 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GO0423 ***********************************************************************
 GO0423  DESIGNATION -  3610835003
 GO0423  PID         -  GO0423
 GO0423  STATE/COUNTY-  NM/SAN JUAN
 GO0423  USGS QUAD   -  NEWCOMB (1966)
 GO0423
 GO0423                         *CURRENT SURVEY CONTROL
 GO0423  ___________________________________________________________________
 GO0423* NAD 83(1992)-  36 22 24.57470(N)    108 43 03.57921(W)     ADJUSTED  
 GO0423* NAVD 88     -      1726.3    (meters)    5664.     (feet)  VERTCON   
 GO0423  ___________________________________________________________________
 GO0423  LAPLACE CORR-          -6.47  (seconds)                    DEFLEC99
 GO0423  GEOID HEIGHT-         -20.89  (meters)                     GEOID03
 GO0423
 GO0423  HORZ ORDER  -  SECOND
 GO0423
 GO0423.The horizontal coordinates were established by classical geodetic methods
 GO0423.and adjusted by the National Geodetic Survey in December 1993..
 GO0423
 GO0423.The NAVD 88 height was computed by applying the VERTCON shift value to
 GO0423.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GO0423
 GO0423.The Laplace correction was computed from DEFLEC99 derived deflections.
 GO0423
 GO0423.The geoid height was determined by GEOID03.
 GO0423
 GO0423;                    North         East     Units Scale Factor Converg.
 GO0423;SPC NM W     -   596,325.560   750,649.103   MT  0.99999422   -0 31 28.1
 GO0423;SPC NM W     - 1,956,444.77  2,462,754.60   sFT  0.99999422   -0 31 28.1
 GO0423;UTM  12      - 4,027,794.711   704,743.680   MT  1.00011651   +1 21 14.4
 GO0423
 GO0423!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GO0423!SPC NM W     -   0.99973241  x   0.99999422  =   0.99972664
 GO0423!UTM  12      -   0.99973241  x   1.00011651  =   0.99984889
 GO0423
 GO0423:                Primary Azimuth Mark                     Grid Az
 GO0423:SPC NM W     -  SHIPROCK HIGHEST PINNACLE                343 35 39.7
 GO0423:UTM  12      -  SHIPROCK HIGHEST PINNACLE                341 42 57.2
 GO0423
 GO0423|---------------------------------------------------------------------|
 GO0423| PID    Reference Object                     Distance      Geod. Az  |
 GO0423|                                                           dddmmss.s |
 GO0423| GO0491 SHIPROCK HIGHEST PINNACLE           APPROX.36.4 KM 3430411.6 |
 GO0423|---------------------------------------------------------------------|
 GO0423
 GO0423                          SUPERSEDED SURVEY CONTROL
 GO0423
 GO0423  NAD 83(1992)-  36 22 24.57402(N)    108 43 03.57996(W) AD(       ) 2
 GO0423  NAD 83(1986)-  36 22 24.57049(N)    108 43 03.58126(W) AD(       ) 2
 GO0423  NAD 27      -  36 22 24.55239(N)    108 43 01.26758(W) AD(       ) 2
 GO0423  NGVD 29 (07/19/86) 1725.4    (m)         5661.     (f) VERT ANG       
 GO0423
 GO0423.Superseded values are not recommended for survey control.
 GO0423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GO0423.See file dsdata.txt to determine how the superseded data were derived.
 GO0423
 GO0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYF0474427795(NAD 83)
 GO0423_MARKER: DD = SURVEY DISK
 GO0423_SETTING: 66 = SET IN ROCK OUTCROP
 GO0423_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 GO0423_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GO0423+STABILITY: POSITION/ELEVATION WELL
 GO0423
 GO0423  HISTORY     - Date     Condition        Report By
 GO0423  HISTORY     - 1971     MONUMENTED       NMHD
 GO0423
 GO0423                          STATION DESCRIPTION
 GO0423
 GO0423'DESCRIBED BY NM HIGHWAY DEPT 1971 (CWW)
 GO0423'STATION IS LOCATED IN SAN JUAN COUNTY, NEW MEXICO ON U. S. HIGHWAY
 GO0423'666, 6.1 MILES NORTH OF THE NEWCOMB TRADING POST AND 0.3 MILE
 GO0423'NORTH OF NMSHC MILEPOST NUMBER (0311) 64.
 GO0423'
 GO0423'TO REACH THE STATION FROM NEWCOMB TRADING POST TRAVEL NORTH ON U. S.
 GO0423'666 6.1 MILES AND TURN RIGHT (EAST).  STATION IS SET ON A ROCKY
 GO0423'RIDGE AND IS 751 FEET EAST OF CENTERLINE OF U. S. 666.
 GO0423'
 GO0423'STATION IS A STANDARD NMSHC BRASS DISK CEMENTED IN A DRILL HOLE IN
 GO0423'BEDROCK, AND IS STAMPED 3610835003 - 1971.  IT IS 7.6 FEET EAST OF A
 GO0423'METAL WITNESS POST AND 8 FEET EAST OF LEDGE.
 GO0423'
 GO0423'HEIGHT OF LIGHT ABOVE STATION MARK 1.52 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GO0424 ***********************************************************************
 GO0424  DESIGNATION -  3610835004
 GO0424  PID         -  GO0424
 GO0424  STATE/COUNTY-  NM/SAN JUAN
 GO0424  USGS QUAD   -  NEWCOMB (1966)
 GO0424
 GO0424                         *CURRENT SURVEY CONTROL
 GO0424  ___________________________________________________________________
 GO0424* NAD 83(1992)-  36 19 52.24455(N)    108 42 37.61022(W)     ADJUSTED  
 GO0424* NAVD 88     -      1717.1    (meters)    5634.     (feet)  VERTCON   
 GO0424  ___________________________________________________________________
 GO0424  LAPLACE CORR-          -6.46  (seconds)                    DEFLEC99
 GO0424  GEOID HEIGHT-         -20.88  (meters)                     GEOID03
 GO0424
 GO0424  HORZ ORDER  -  SECOND
 GO0424
 GO0424.The horizontal coordinates were established by classical geodetic methods
 GO0424.and adjusted by the National Geodetic Survey in December 1993..
 GO0424
 GO0424.The NAVD 88 height was computed by applying the VERTCON shift value to
 GO0424.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GO0424
 GO0424.The Laplace correction was computed from DEFLEC99 derived deflections.
 GO0424
 GO0424.The geoid height was determined by GEOID03.
 GO0424
 GO0424;                    North         East     Units Scale Factor Converg.
 GO0424;SPC NM W     -   591,624.497   751,253.789   MT  0.99999304   -0 31 10.8
 GO0424;SPC NM W     - 1,941,021.37  2,464,738.47   sFT  0.99999304   -0 31 10.8
 GO0424;UTM  12      - 4,023,115.399   705,502.159   MT  1.00012035   +1 21 24.9
 GO0424
 GO0424!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GO0424!SPC NM W     -   0.99973385  x   0.99999304  =   0.99972690
 GO0424!UTM  12      -   0.99973385  x   1.00012035  =   0.99985417
 GO0424
 GO0424:                Primary Azimuth Mark                     Grid Az
 GO0424:SPC NM W     -  NEWCOMB TANK                             178 58 17.1
 GO0424:UTM  12      -  NEWCOMB TANK                             177 05 41.4
 GO0424
 GO0424|---------------------------------------------------------------------|
 GO0424| PID    Reference Object                     Distance      Geod. Az  |
 GO0424|                                                           dddmmss.s |
 GO0424| GO0426 NEWCOMB TANK                        APPROX. 5.2 KM 1782706.3 |
 GO0424| GO0491 SHIPROCK HIGHEST PINNACLE           APPROX.41.1 KM 3440656.7 |
 GO0424|---------------------------------------------------------------------|
 GO0424
 GO0424                          SUPERSEDED SURVEY CONTROL
 GO0424
 GO0424  NAD 83(1992)-  36 19 52.24382(N)    108 42 37.61097(W) AD(       ) 2
 GO0424  NAD 83(1986)-  36 19 52.24099(N)    108 42 37.61182(W) AD(       ) 2
 GO0424  NAD 27      -  36 19 52.22094(N)    108 42 35.29795(W) AD(       ) 2
 GO0424  NGVD 29 (07/19/86) 1716.2    (m)         5631.     (f) VERT ANG       
 GO0424
 GO0424.Superseded values are not recommended for survey control.
 GO0424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GO0424.See file dsdata.txt to determine how the superseded data were derived.
 GO0424
 GO0424_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYF0550223115(NAD 83)
 GO0424_MARKER: DD = SURVEY DISK
 GO0424_SETTING: 0 = UNSPECIFIED SETTING
 GO0424_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GO0424
 GO0424  HISTORY     - Date     Condition        Report By
 GO0424  HISTORY     - 1971     MONUMENTED       NMHD
 GO0424
 GO0424                          STATION DESCRIPTION
 GO0424
 GO0424'DESCRIBED BY NM HIGHWAY DEPT 1971 (CWW)
 GO0424'STATION IS LOCATED IN SAN JUAN COUNTY, NEW MEXICO, ON U. S.
 GO0424'HIGHWAY 666, 3.1 MILES NORTH OF THE NEWCOMB TRADING POST, AND IS
 GO0424'0.35 MILE NORTH OF NMSHC MILEPOST NUMBER (0311) 61.
 GO0424'
 GO0424'TO REACH THE STATION FROM THE NEWCOMB TRADING POST, TRAVEL NORTH
 GO0424'ON U. S. 666 3.05 MILES AND TURN RIGHT (EAST).  FOLLOW DIRT ROAD
 GO0424'FOR .05 MILE NORTHEAST.  STATION IS 45 FEET WEST OF CENTERLINE OF
 GO0424'DIRT ROAD, AND 160 FEET EAST OF CENTERLINE OF U. S. 666.
 GO0424'
 GO0424'STATION IS A STANDARD NMSHC BRASS DISK SET IN A CONCRETE MONUMENT
 GO0424'AND IS STAMPED 3610835004 - 1971.  IT IS 2.8 FEET WEST OF A METAL
 GO0424'WITNESS POST.
 GO0424'
 GO0424'HEIGHT OF LIGHT ABOVE STATION MARK 1.52 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GO0425 ***********************************************************************
 GO0425  DESIGNATION -  3610835005
 GO0425  PID         -  GO0425
 GO0425  STATE/COUNTY-  NM/SAN JUAN
 GO0425  USGS QUAD   -  NEWCOMB (1966)
 GO0425
 GO0425                         *CURRENT SURVEY CONTROL
 GO0425  ___________________________________________________________________
 GO0425* NAD 83(1992)-  36 17 01.97512(N)    108 42 36.46501(W)     ADJUSTED  
 GO0425* NAVD 88     -      1713.8    (meters)    5623.     (feet)  VERTCON   
 GO0425  ___________________________________________________________________
 GO0425  LAPLACE CORR-          -6.71  (seconds)                    DEFLEC99
 GO0425  GEOID HEIGHT-         -20.84  (meters)                     GEOID03
 GO0425
 GO0425  HORZ ORDER  -  SECOND
 GO0425
 GO0425.The horizontal coordinates were established by classical geodetic methods
 GO0425.and adjusted by the National Geodetic Survey in December 1993..
 GO0425
 GO0425.The NAVD 88 height was computed by applying the VERTCON shift value to
 GO0425.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GO0425
 GO0425.The Laplace correction was computed from DEFLEC99 derived deflections.
 GO0425
 GO0425.The geoid height was determined by GEOID03.
 GO0425
 GO0425;                    North         East     Units Scale Factor Converg.
 GO0425;SPC NM W     -   586,376.185   751,234.792   MT  0.99999308   -0 31 08.0
 GO0425;SPC NM W     - 1,923,802.53  2,464,676.15   sFT  0.99999308   -0 31 08.0
 GO0425;UTM  12      - 4,017,868.607   705,654.961   MT  1.00012113   +1 21 20.1
 GO0425
 GO0425!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GO0425!SPC NM W     -   0.99973437  x   0.99999308  =   0.99972745
 GO0425!UTM  12      -   0.99973437  x   1.00012113  =   0.99985546
 GO0425
 GO0425:                Primary Azimuth Mark                     Grid Az
 GO0425:SPC NM W     -  3610835006                               169 13 26.2
 GO0425:UTM  12      -  3610835006                               167 20 58.1
 GO0425
 GO0425|---------------------------------------------------------------------|
 GO0425| PID    Reference Object                     Distance      Geod. Az  |
 GO0425|                                                           dddmmss.s |
 GO0425| GO0422 3610835006                          APPROX. 2.4 KM 1684218.2 |
 GO0425|---------------------------------------------------------------------|
 GO0425
 GO0425                          SUPERSEDED SURVEY CONTROL
 GO0425
 GO0425  NAD 83(1992)-  36 17 01.97432(N)    108 42 36.46575(W) AD(       ) 2
 GO0425  NAD 83(1986)-  36 17 01.97226(N)    108 42 36.46615(W) AD(       ) 2
 GO0425  NAD 27      -  36 17 01.95005(N)    108 42 34.15068(W) AD(       ) 2
 GO0425  NGVD 29 (07/19/86) 1712.9    (m)         5620.     (f) VERT ANG       
 GO0425
 GO0425.Superseded values are not recommended for survey control.
 GO0425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GO0425.See file dsdata.txt to determine how the superseded data were derived.
 GO0425
 GO0425_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYF0565517869(NAD 83)
 GO0425_MARKER: DD = SURVEY DISK
 GO0425_SETTING: 0 = UNSPECIFIED SETTING
 GO0425_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GO0425
 GO0425  HISTORY     - Date     Condition        Report By
 GO0425  HISTORY     - 1971     MONUMENTED       NMHD
 GO0425
 GO0425                          STATION DESCRIPTION
 GO0425
 GO0425'DESCRIBED BY NM HIGHWAY DEPT 1971 (CWW)
 GO0425'STATION IS LOCATED IN SAN JUAN COUNTY, NEW MEXICO, ON U. S. HIGHWAY
 GO0425'666, 0.3 MILES WEST OF THE NEWCOMB TRADING POST IN NEWCOMB, NEW
 GO0425'MEXICO.
 GO0425'
 GO0425'TO REACH THE STATION FROM THE NEWCOMB TRADING POST, TRAVEL 0.3
 GO0425'MILES ON WINDING DIRT ROAD UP THE HILL BEHIND THE TRADING POST,
 GO0425'PAST THE NEWCOMB WATER TANK.  STATION IS LOCATED ABOUT 100 YARDS
 GO0425'SOUTHWEST OF WATER TANK AND IS SITUATED ON TOP OF SMALL MOUND, 49
 GO0425'FEET WEST OF POWERLINE.
 GO0425'
 GO0425'STATION IS A STANDARD NMSHC BRASS DISK SET IN CONCRETE AND IS
 GO0425'STAMPED 3610835005-1971.  IT IS 2 FEET EAST OF A METAL WITNESS POST.
 GO0425'
 GO0425'HEIGHT OF LIGHT ABOVE STATION MARK 1.52 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GO0422 ***********************************************************************
 GO0422  DESIGNATION -  3610835006
 GO0422  PID         -  GO0422
 GO0422  STATE/COUNTY-  NM/SAN JUAN
 GO0422  USGS QUAD   -  NEWCOMB (1966)
 GO0422
 GO0422                         *CURRENT SURVEY CONTROL
 GO0422  ___________________________________________________________________
 GO0422* NAD 83(1992)-  36 15 44.73912(N)    108 42 17.41684(W)     ADJUSTED  
 GO0422* NAVD 88     -      1709.2    (meters)    5608.     (feet)  VERTCON   
 GO0422  ___________________________________________________________________
 GO0422  LAPLACE CORR-          -6.52  (seconds)                    DEFLEC99
 GO0422  GEOID HEIGHT-         -20.84  (meters)                     GEOID03
 GO0422
 GO0422  HORZ ORDER  -  SECOND
 GO0422
 GO0422.The horizontal coordinates were established by classical geodetic methods
 GO0422.and adjusted by the National Geodetic Survey in December 1993..
 GO0422
 GO0422.The NAVD 88 height was computed by applying the VERTCON shift value to
 GO0422.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GO0422
 GO0422.The Laplace correction was computed from DEFLEC99 derived deflections.
 GO0422
 GO0422.The geoid height was determined by GEOID03.
 GO0422
 GO0422;                    North         East     Units Scale Factor Converg.
 GO0422;SPC NM W     -   583,991.335   751,688.699   MT  0.99999220   -0 30 55.8
 GO0422;SPC NM W     - 1,915,978.24  2,466,165.34   sFT  0.99999220   -0 30 55.8
 GO0422;UTM  12      - 4,015,499.569   706,186.684   MT  1.00012383   +1 21 28.9
 GO0422
 GO0422!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GO0422!SPC NM W     -   0.99973509  x   0.99999220  =   0.99972729
 GO0422!UTM  12      -   0.99973509  x   1.00012383  =   0.99985888
 GO0422
 GO0422:                Primary Azimuth Mark                     Grid Az
 GO0422:SPC NM W     -  V 15                                     186 19 33.6
 GO0422:UTM  12      -  V 15                                     184 27 08.9
 GO0422
 GO0422|---------------------------------------------------------------------|
 GO0422| PID    Reference Object                     Distance      Geod. Az  |
 GO0422|                                                           dddmmss.s |
 GO0422| GO0070 V 15                                APPROX. 1.8 KM 1854837.8 |
 GO0422|---------------------------------------------------------------------|
 GO0422
 GO0422                          SUPERSEDED SURVEY CONTROL
 GO0422
 GO0422  NAD 83(1992)-  36 15 44.73835(N)    108 42 17.41757(W) AD(       ) 2
 GO0422  NAD 83(1986)-  36 15 44.73661(N)    108 42 17.41795(W) AD(       ) 2
 GO0422  NAD 27      -  36 15 44.70666(N)    108 42 15.10091(W) AD(       ) 2
 GO0422  NGVD 29 (07/19/86) 1708.3    (m)         5605.     (f) VERT ANG       
 GO0422
 GO0422.Superseded values are not recommended for survey control.
 GO0422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GO0422.See file dsdata.txt to determine how the superseded data were derived.
 GO0422
 GO0422_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYF0618715500(NAD 83)
 GO0422_MARKER: DD = SURVEY DISK
 GO0422_SETTING: 0 = UNSPECIFIED SETTING
 GO0422_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GO0422_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GO0422+SATELLITE: SATELLITE OBSERVATIONS - November 16, 2005
 GO0422
 GO0422  HISTORY     - Date     Condition        Report By
 GO0422  HISTORY     - 1972     MONUMENTED       NMHD
 GO0422  HISTORY     - 20051116 GOOD             INDIV
 GO0422
 GO0422                          STATION DESCRIPTION
 GO0422
 GO0422'DESCRIBED BY NM HIGHWAY DEPT 1972 (CWW)
 GO0422'STATION IS LOCATED IN SAN JUAN COUNTY, NEW MEXICO, ON U. S. HIGHWAY
 GO0422'666, 1.6 MILES SOUTH OF THE NEWCOMB TRADING POST IN NEWCOMB,
 GO0422'NEW MEXICO, AND 0.5 MILE SOUTH OF NMSHC MILEPOST NUMBER (0311) 57.
 GO0422'
 GO0422'TO REACH THE STATION FROM THE NEWCOMB TRADING POST, TRAVEL SOUTH
 GO0422'ON U. S. 666 FOR 1.6 MILES.  TURN LEFT (EAST) AND FOLLOW DIRT
 GO0422'ROAD 0.1 MILE TO TOP OF SMALL HILL AND STATION.
 GO0422'
 GO0422'STATION IS A STANDARD NMSHC BRASS DISK SET IN CONCRETE AND IS
 GO0422'STAMPED 3610835006 1971.  IT IS 2 FEET WEST OF A METAL WITNESS POST.
 GO0422'
 GO0422'HEIGHT OF LIGHT ABOVE STATION MARK 1.52 METERS.
 GO0422
 GO0422                          STATION RECOVERY (2005)
 GO0422
 GO0422'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (KAM)
 GO0422'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GO0438 ***********************************************************************
 GO0438  DESIGNATION -  3610835007
 GO0438  PID         -  GO0438
 GO0438  STATE/COUNTY-  NM/SAN JUAN
 GO0438  USGS QUAD   -  SHEEP SPRINGS (1966)
 GO0438
 GO0438                         *CURRENT SURVEY CONTROL
 GO0438  ___________________________________________________________________
 GO0438* NAD 83(1992)-  36 10 36.40104(N)    108 42 44.27850(W)     ADJUSTED  
 GO0438* NAVD 88     -      1790.0    (meters)    5873.     (feet)  VERTCON   
 GO0438  ___________________________________________________________________
 GO0438  LAPLACE CORR-          -7.75  (seconds)                    DEFLEC99
 GO0438  GEOID HEIGHT-         -20.74  (meters)                     GEOID03
 GO0438
 GO0438  HORZ ORDER  -  SECOND
 GO0438
 GO0438.The horizontal coordinates were established by classical geodetic methods
 GO0438.and adjusted by the National Geodetic Survey in December 1993..
 GO0438
 GO0438.The NAVD 88 height was computed by applying the VERTCON shift value to
 GO0438.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GO0438
 GO0438.The Laplace correction was computed from DEFLEC99 derived deflections.
 GO0438
 GO0438.The geoid height was determined by GEOID03.
 GO0438
 GO0438;                    North         East     Units Scale Factor Converg.
 GO0438;SPC NM W     -   574,493.917   750,932.052   MT  0.99999367   -0 31 07.9
 GO0438;SPC NM W     - 1,884,818.79  2,463,682.91   sFT  0.99999367   -0 31 07.9
 GO0438;UTM  12      - 4,005,981.270   705,740.571   MT  1.00012158   +1 21 03.1
 GO0438
 GO0438!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GO0438!SPC NM W     -   0.99972240  x   0.99999367  =   0.99971608
 GO0438!UTM  12      -   0.99972240  x   1.00012158  =   0.99984395
 GO0438
 GO0438:                Primary Azimuth Mark                     Grid Az
 GO0438:SPC NM W     -  3610835008                               173 51 41.9
 GO0438:UTM  12      -  3610835008                               171 59 30.9
 GO0438
 GO0438|---------------------------------------------------------------------|
 GO0438| PID    Reference Object                     Distance      Geod. Az  |
 GO0438|                                                           dddmmss.s |
 GO0438| GO0434 3610835008                          APPROX. 7.0 KM 1732034.0 |
 GO0438|---------------------------------------------------------------------|
 GO0438
 GO0438                          SUPERSEDED SURVEY CONTROL
 GO0438
 GO0438  NAD 83(1992)-  36 10 36.40031(N)    108 42 44.27923(W) AD(       ) 2
 GO0438  NAD 83(1986)-  36 10 36.39954(N)    108 42 44.27964(W) AD(       ) 2
 GO0438  NAD 27      -  36 10 36.36453(N)    108 42 41.96509(W) AD(       ) 2
 GO0438  NGVD 29 (07/19/86) 1789.0    (m)         5869.     (f) VERT ANG       
 GO0438
 GO0438.Superseded values are not recommended for survey control.
 GO0438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GO0438.See file dsdata.txt to determine how the superseded data were derived.
 GO0438
 GO0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYF0574105981(NAD 83)
 GO0438_MARKER: DD = SURVEY DISK
 GO0438_SETTING: 0 = UNSPECIFIED SETTING
 GO0438_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GO0438
 GO0438  HISTORY     - Date     Condition        Report By
 GO0438  HISTORY     - 1972     MONUMENTED       NMHD
 GO0438
 GO0438                          STATION DESCRIPTION
 GO0438
 GO0438'DESCRIBED BY NM HIGHWAY DEPT 1972 (CWW)
 GO0438'STATION IS LOCATED IN SAN JUAN COUNTY, NEW MEXICO, ON U. S.
 GO0438'HIGHWAY 666, 7.5 MILES SOUTH OF THE NEWCOMB TRADING POST IN
 GO0438'NEWCOMB, NEW MEXICO, AND 0.5 MILE SOUTH OF NMSHC MILEPOST NUMBER
 GO0438'(0311) 51.
 GO0438'
 GO0438'TO REACH THE STATION FROM THE NEWCOMB TRADING POST, TRAVEL SOUTH
 GO0438'ON U. S. HIGHWAY 666 7.5 MILES.  STATION IS LOCATED 82 FEET EAST
 GO0438'OF CENTERLINE OF U. S. 666 FROM THIS POINT, AND IS ON THE EAST SIDE
 GO0438'OF A LARGE CUT.
 GO0438'
 GO0438'STATION IS A STANDARD NMSHC BRASS DISK SET IN CONCRETE AND IS
 GO0438'STAMPED 3610835007 1971.  IT IS 2.3 FEET EAST OF A METAL WITNESS
 GO0438'POST AND 34 FEET EAST OF EDGE OF CUT.
 GO0438'
 GO0438'HEIGHT OF LIGHT ABOVE STATION MARK 1.52 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GO0434 ***********************************************************************
 GO0434  DESIGNATION -  3610835008
 GO0434  PID         -  GO0434
 GO0434  STATE/COUNTY-  NM/SAN JUAN
 GO0434  USGS QUAD   -  NASCHITTI (1966)
 GO0434
 GO0434                         *CURRENT SURVEY CONTROL
 GO0434  ___________________________________________________________________
 GO0434* NAD 83(1992)-  36 06 51.87455(N)    108 42 11.98113(W)     ADJUSTED  
 GO0434* NAVD 88     -      1840.6    (meters)    6039.     (feet)  VERTCON   
 GO0434  ___________________________________________________________________
 GO0434  LAPLACE CORR-          -8.66  (seconds)                    DEFLEC99
 GO0434  GEOID HEIGHT-         -20.71  (meters)                     GEOID03
 GO0434
 GO0434  HORZ ORDER  -  SECOND
 GO0434
 GO0434.The horizontal coordinates were established by classical geodetic methods
 GO0434.and adjusted by the National Geodetic Survey in December 1993..
 GO0434
 GO0434.The NAVD 88 height was computed by applying the VERTCON shift value to
 GO0434.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GO0434
 GO0434.The Laplace correction was computed from DEFLEC99 derived deflections.
 GO0434
 GO0434.The geoid height was determined by GEOID03.
 GO0434
 GO0434;                    North         East     Units Scale Factor Converg.
 GO0434;SPC NM W     -   567,566.466   751,677.123   MT  0.99999223   -0 30 46.1
 GO0434;SPC NM W     - 1,862,090.98  2,466,127.36   sFT  0.99999223   -0 30 46.1
 GO0434;UTM  12      - 3,999,080.889   706,711.227   MT  1.00012652   +1 21 14.9
 GO0434
 GO0434!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GO0434!SPC NM W     -   0.99971446  x   0.99999223  =   0.99970669
 GO0434!UTM  12      -   0.99971446  x   1.00012652  =   0.99984094
 GO0434
 GO0434:                Primary Azimuth Mark                     Grid Az
 GO0434:SPC NM W     -  3610835009                               161 08 02.9
 GO0434:UTM  12      -  3610835009                               159 16 01.9
 GO0434
 GO0434|---------------------------------------------------------------------|
 GO0434| PID    Reference Object                     Distance      Geod. Az  |
 GO0434|                                                           dddmmss.s |
 GO0434| GO0435 3610835009                          APPROX. 5.8 KM 1603716.8 |
 GO0434|---------------------------------------------------------------------|
 GO0434
 GO0434                          SUPERSEDED SURVEY CONTROL
 GO0434
 GO0434  NAD 83(1992)-  36 06 51.87391(N)    108 42 11.98174(W) AD(       ) 2
 GO0434  NAD 83(1986)-  36 06 51.87407(N)    108 42 11.98212(W) AD(       ) 2
 GO0434  NAD 27      -  36 06 51.83682(N)    108 42 09.67217(W) AD(       ) 2
 GO0434  NGVD 29 (07/19/86) 1839.6    (m)         6035.     (f) VERT ANG       
 GO0434
 GO0434.Superseded values are not recommended for survey control.
 GO0434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GO0434.See file dsdata.txt to determine how the superseded data were derived.
 GO0434
 GO0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYE0671199081(NAD 83)
 GO0434_MARKER: DD = SURVEY DISK
 GO0434_SETTING: 0 = UNSPECIFIED SETTING
 GO0434_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GO0434_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GO0434+SATELLITE: SATELLITE OBSERVATIONS - October 21, 2005
 GO0434
 GO0434  HISTORY     - Date     Condition        Report By
 GO0434  HISTORY     - 1972     MONUMENTED       NMHD
 GO0434  HISTORY     - 20051021 GOOD             INDIV
 GO0434
 GO0434                          STATION DESCRIPTION
 GO0434
 GO0434'DESCRIBED BY NM HIGHWAY DEPT 1972 (CWW)
 GO0434'STATION IS LOCATED IN SAN JUAN COUNTY, NEW MEXICO, ON U. S. HIGHWAY
 GO0434'666, 11.8 MILES SOUTH OF THE NEWCOMB TRADING POST IN NEWCOMB, NEW
 GO0434'MEXICO, AND 0.8 MILE SOUTH OF NMSHC MILEPOST NUMBER (0311) 47.
 GO0434'
 GO0434'TO REACH THE STATION FROM THE NEWCOMB TRADING POST, TRAVEL SOUTH ON
 GO0434'U. S. 666, 11.8 MILES.  STATION IS APPROXIMATELY 0.2 MILE EAST OF
 GO0434'CENTERLINE OF U. S. 666 FROM THIS POINT, AND IS 198 FEET EAST OF
 GO0434'POWER POLE NO. 264.  IT IS AT THE VERY TOP OF A RIDGE, 8 FEET
 GO0434'SOUTH OF NORTH RIDGE AND 7 FEET NORTH OF SOUTH RIDGE.
 GO0434'
 GO0434'STATION IS A STANDARD NMSHC BRASS DISK SET IN CONCRETE AND IS
 GO0434'STAMPED 3610835008 1971.  IT IS 2 FEET WEST OF A METAL WITNESS POST.
 GO0434'
 GO0434'HEIGHT OF LIGHT ABOVE STATION MARK 1.52 METERS.
 GO0434
 GO0434                          STATION RECOVERY (2005)
 GO0434
 GO0434'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (KAM)
 GO0434'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GO0435 ***********************************************************************
 GO0435  DESIGNATION -  3610835009
 GO0435  PID         -  GO0435
 GO0435  STATE/COUNTY-  NM/SAN JUAN
 GO0435  USGS QUAD   -  NASCHITTI (1966)
 GO0435
 GO0435                         *CURRENT SURVEY CONTROL
 GO0435  ___________________________________________________________________
 GO0435* NAD 83(1992)-  36 03 53.65727(N)    108 40 54.77628(W)     ADJUSTED  
 GO0435* NAVD 88     -      1793.5    (meters)    5884.     (feet)  VERTCON   
 GO0435  ___________________________________________________________________
 GO0435  LAPLACE CORR-          -7.69  (seconds)                    DEFLEC99
 GO0435  GEOID HEIGHT-         -20.76  (meters)                     GEOID03
 GO0435
 GO0435  HORZ ORDER  -  SECOND
 GO0435
 GO0435.The horizontal coordinates were established by classical geodetic methods
 GO0435.and adjusted by the National Geodetic Survey in December 1993..
 GO0435
 GO0435.The NAVD 88 height was computed by applying the VERTCON shift value to
 GO0435.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GO0435
 GO0435.The Laplace correction was computed from DEFLEC99 derived deflections.
 GO0435
 GO0435.The geoid height was determined by GEOID03.
 GO0435
 GO0435;                    North         East     Units Scale Factor Converg.
 GO0435;SPC NM W     -   562,056.584   753,559.942   MT  0.99998864   -0 29 58.4
 GO0435;SPC NM W     - 1,844,013.98  2,472,304.58   sFT  0.99998864   -0 29 58.4
 GO0435;UTM  12      - 3,993,634.462   708,772.737   MT  1.00013708   +1 21 54.6
 GO0435
 GO0435!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GO0435!SPC NM W     -   0.99972185  x   0.99998864  =   0.99971050
 GO0435!UTM  12      -   0.99972185  x   1.00013708  =   0.99985889
 GO0435
 GO0435:                Primary Azimuth Mark                     Grid Az
 GO0435:SPC NM W     -  WASHINGTON                               275 48 55.2
 GO0435:UTM  12      -  WASHINGTON                               273 57 02.2
 GO0435
 GO0435|---------------------------------------------------------------------|
 GO0435| PID    Reference Object                     Distance      Geod. Az  |
 GO0435|                                                           dddmmss.s |
 GO0435| GO0440 WASHINGTON                          APPROX.16.0 KM 2751856.8 |
 GO0435|---------------------------------------------------------------------|
 GO0435
 GO0435                          SUPERSEDED SURVEY CONTROL
 GO0435
 GO0435  NAD 83(1992)-  36 03 53.65669(N)    108 40 54.77676(W) AD(       ) 2
 GO0435  NAD 83(1986)-  36 03 53.65758(N)    108 40 54.77701(W) AD(       ) 2
 GO0435  NAD 27      -  36 03 53.61731(N)    108 40 52.47322(W) AD(       ) 2
 GO0435  NGVD 29 (07/19/86) 1792.5    (m)         5881.     (f) VERT ANG       
 GO0435
 GO0435.Superseded values are not recommended for survey control.
 GO0435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GO0435.See file dsdata.txt to determine how the superseded data were derived.
 GO0435
 GO0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYE0877393634(NAD 83)
 GO0435_MARKER: DD = SURVEY DISK
 GO0435_SETTING: 0 = UNSPECIFIED SETTING
 GO0435_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GO0435
 GO0435  HISTORY     - Date     Condition        Report By
 GO0435  HISTORY     - 1971     MONUMENTED       NMHC
 GO0435  HISTORY     - 1972     GOOD             NMHD
 GO0435  HISTORY     - 1984     GOOD             BLM
 GO0435
 GO0435                          STATION DESCRIPTION
 GO0435
 GO0435'DESCRIBED BY NM HIGHWAY DEPT 1972 (CWW)
 GO0435'STATION IS LOCATED IN SAN JUAN COUNTY, NEW MEXICO, ON U. S.
 GO0435'HIGHWAY 666, 15.5 MILES SOUTH OF THE NEWCOMB TRADING POST IN
 GO0435'NEWCOMB, NEW MEXICO, AND 0.6 MILE SOUTH OF NMSHC MILEPOST NUMBER
 GO0435'(0311) 43.
 GO0435'
 GO0435'TO REACH THE STATION FROM THE NEWCOMB TRADING POST, TRAVEL SOUTH ON
 GO0435'U. S. 666, 15.5 MILES.  STATION IS 204 FEET EAST OF CENTERLINE
 GO0435'OF U. S. 666 FROM THIS POINT.  STATION IS 120 FEET NORTH OF
 GO0435'CENTERLINE OF DIRT ROAD, 164 FEET EAST OF POWER POLE NO. 2, AND
 GO0435'500 FEET NORTH OF NMSHC MILEPOST NUMBER 42.34 AT BRIDGE AT
 GO0435'NASCHITTI, NEW MEXICO.
 GO0435'
 GO0435'STATION IS A STANDARD NMSHC BRASS DISK SET IN CONCRETE AND
 GO0435'IS STAMPED 3610835009 1971.  IT IS 2 FEET SOUTH OF METAL WITNESS
 GO0435'POST.
 GO0435'
 GO0435'HEIGHT OF LIGHT ABOVE STATION MARK 1.52 METERS.
 GO0435
 GO0435                          STATION RECOVERY (1984)
 GO0435
 GO0435'RECOVERY NOTE BY BUREAU OF LAND MANAGEMENT 1984 (KD)
 GO0435'THE STATION IS IN GOOD SHAPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GO0436 ***********************************************************************
 GO0436  DESIGNATION -  3610835010
 GO0436  PID         -  GO0436
 GO0436  STATE/COUNTY-  NM/SAN JUAN
 GO0436  USGS QUAD   -  NASCHITTI (1966)
 GO0436
 GO0436                         *CURRENT SURVEY CONTROL
 GO0436  ___________________________________________________________________
 GO0436* NAD 83(1992)-  36 01 16.51144(N)    108 39 53.56705(W)     ADJUSTED  
 GO0436* NAVD 88     -      1821.0    (meters)    5974.     (feet)  VERTCON   
 GO0436  ___________________________________________________________________
 GO0436  LAPLACE CORR-          -6.89  (seconds)                    DEFLEC99
 GO0436  GEOID HEIGHT-         -20.80  (meters)                     GEOID03
 GO0436
 GO0436  HORZ ORDER  -  SECOND
 GO0436
 GO0436.The horizontal coordinates were established by classical geodetic methods
 GO0436.and adjusted by the National Geodetic Survey in December 1993..
 GO0436
 GO0436.The NAVD 88 height was computed by applying the VERTCON shift value to
 GO0436.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GO0436
 GO0436.The Laplace correction was computed from DEFLEC99 derived deflections.
 GO0436
 GO0436.The geoid height was determined by GEOID03.
 GO0436
 GO0436;                    North         East     Units Scale Factor Converg.
 GO0436;SPC NM W     -   557,200.033   755,050.260   MT  0.99998586   -0 29 20.6
 GO0436;SPC NM W     - 1,828,080.44  2,477,194.06   sFT  0.99998586   -0 29 20.6
 GO0436;UTM  12      - 3,988,828.209   710,420.470   MT  1.00014560   +1 22 25.5
 GO0436
 GO0436!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GO0436!SPC NM W     -   0.99971754  x   0.99998586  =   0.99970341
 GO0436!UTM  12      -   0.99971754  x   1.00014560  =   0.99986310
 GO0436
 GO0436:                Primary Azimuth Mark                     Grid Az
 GO0436:SPC NM W     -  3610835011                               159 44 01.9
 GO0436:UTM  12      -  3610835011                               157 52 15.8
 GO0436
 GO0436|---------------------------------------------------------------------|
 GO0436| PID    Reference Object                     Distance      Geod. Az  |
 GO0436|                                                           dddmmss.s |
 GO0436| GO0437 3610835011                          APPROX. 1.3 KM 1591441.3 |
 GO0436|---------------------------------------------------------------------|
 GO0436
 GO0436                          SUPERSEDED SURVEY CONTROL
 GO0436
 GO0436  NAD 83(1992)-  36 01 16.51090(N)    108 39 53.56751(W) AD(       ) 2
 GO0436  NAD 83(1986)-  36 01 16.51237(N)    108 39 53.56756(W) AD(       ) 2
 GO0436  NAD 27      -  36 01 16.46908(N)    108 39 51.26826(W) AD(       ) 2
 GO0436  NGVD 29 (07/19/86) 1820.0    (m)         5971.     (f) VERT ANG       
 GO0436
 GO0436.Superseded values are not recommended for survey control.
 GO0436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GO0436.See file dsdata.txt to determine how the superseded data were derived.
 GO0436
 GO0436_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYE1042088828(NAD 83)
 GO0436_MARKER: DD = SURVEY DISK
 GO0436_SETTING: 0 = UNSPECIFIED SETTING
 GO0436_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GO0436_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GO0436+SATELLITE: SATELLITE OBSERVATIONS - October 17, 2005
 GO0436
 GO0436  HISTORY     - Date     Condition        Report By
 GO0436  HISTORY     - 1972     MONUMENTED       NMHD
 GO0436  HISTORY     - 1983     GOOD             BLM
 GO0436  HISTORY     - 20051017 GOOD             INDIV
 GO0436
 GO0436                          STATION DESCRIPTION
 GO0436
 GO0436'DESCRIBED BY NM HIGHWAY DEPT 1972 (CWW)
 GO0436'STATION IS LOCATED IN SAN JUAN COUNTY, NEW MEXICO, ON U. S.
 GO0436'HIGHWAY 666, 18.6 MILES SOUTH OF THE NEWCOMB TRADING POST IN
 GO0436'NEWCOMB, NEW MEXICO, AND 0.7 MILE SOUTH OF NMSHC MILEPOST NUMBER
 GO0436'(0311) 40.
 GO0436'
 GO0436'TO REACH THE STATION FROM THE NEWCOMB TRADING POST, TRAVEL SOUTH ON
 GO0436'U. S. 666 18.6 MILES.  STATION IS 124 FEET EAST OF CENTERLINE OF
 GO0436'U. S. 666 FROM THIS POINT AND IS 80 FEET EAST OF POWERLINE.
 GO0436'
 GO0436'STATION IS A STANDARD NMSHC BRASS DISK SET IN CONCRETE AND IS
 GO0436'STAMPED 3610835010 1971.  IT IS 1.5 FEET WEST OF A METAL WITNESS
 GO0436'POST.
 GO0436'
 GO0436'HEIGHT OF LIGHT ABOVE STATION MARK 1.52 METERS.
 GO0436
 GO0436                          STATION RECOVERY (1983)
 GO0436
 GO0436'RECOVERY NOTE BY BUREAU OF LAND MANAGEMENT 1983 (JLW)
 GO0436'1971 STA 3610835010 ELEV RECOVERED GOOD.
 GO0436'
 GO0436'THE STATION WAS PROJECTING 2 INS. ABOVE THE GROUND AND RECENT
 GO0436'EVIDENCE OF ITS USE MADE IT EASY TO FIND.  NO METAL WITNESS POST
 GO0436'WAS FOUND.
 GO0436
 GO0436                          STATION RECOVERY (2005)
 GO0436
 GO0436'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (KAM)
 GO0436'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GO0437 ***********************************************************************
 GO0437  DESIGNATION -  3610835011
 GO0437  PID         -  GO0437
 GO0437  STATE/COUNTY-  NM/SAN JUAN
 GO0437  USGS QUAD   -  NASCHITTI (1966)
 GO0437
 GO0437                         *CURRENT SURVEY CONTROL
 GO0437  ___________________________________________________________________
 GO0437* NAD 83(1992)-  36 00 35.90137(N)    108 39 34.62527(W)     ADJUSTED  
 GO0437* NAVD 88     -      1816.6    (meters)    5960.     (feet)  VERTCON   
 GO0437  ___________________________________________________________________
 GO0437  LAPLACE CORR-          -6.65  (seconds)                    DEFLEC99
 GO0437  GEOID HEIGHT-         -20.81  (meters)                     GEOID03
 GO0437
 GO0437  HORZ ORDER  -  SECOND
 GO0437
 GO0437.The horizontal coordinates were established by classical geodetic methods
 GO0437.and adjusted by the National Geodetic Survey in December 1993..
 GO0437
 GO0437.The NAVD 88 height was computed by applying the VERTCON shift value to
 GO0437.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GO0437
 GO0437.The Laplace correction was computed from DEFLEC99 derived deflections.
 GO0437
 GO0437.The geoid height was determined by GEOID03.
 GO0437
 GO0437;                    North         East     Units Scale Factor Converg.
 GO0437;SPC NM W     -   555,944.377   755,513.900   MT  0.99998501   -0 29 08.9
 GO0437;SPC NM W     - 1,823,960.84  2,478,715.19   sFT  0.99998501   -0 29 08.9
 GO0437;UTM  12      - 3,987,588.086   710,924.758   MT  1.00014822   +1 22 35.3
 GO0437
 GO0437!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GO0437!SPC NM W     -   0.99971824  x   0.99998501  =   0.99970325
 GO0437!UTM  12      -   0.99971824  x   1.00014822  =   0.99986641
 GO0437
 GO0437:                Primary Azimuth Mark                     Grid Az
 GO0437:SPC NM W     -  T21N R17W SEC 33 1/4 COR SOUTH           166 37 15.6
 GO0437:UTM  12      -  T21N R17W SEC 33 1/4 COR SOUTH           164 45 31.4
 GO0437
 GO0437|---------------------------------------------------------------------|
 GO0437| PID    Reference Object                     Distance      Geod. Az  |
 GO0437|                                                           dddmmss.s |
 GO0437| GO0433 T21N R17W SEC 33 1/4 COR SOUTH      APPROX. 0.8 KM 1660806.7 |
 GO0437|---------------------------------------------------------------------|
 GO0437
 GO0437                          SUPERSEDED SURVEY CONTROL
 GO0437
 GO0437  NAD 83(1992)-  36 00 35.90095(N)    108 39 34.62578(W) AD(       ) 2
 GO0437  NAD 83(1986)-  36 00 35.90264(N)    108 39 34.62581(W) AD(       ) 2
 GO0437  NAD 27      -  36 00 35.85902(N)    108 39 32.32760(W) AD(       ) 2
 GO0437  NGVD 29 (07/19/86) 1815.6    (m)         5957.     (f) VERT ANG       
 GO0437
 GO0437.Superseded values are not recommended for survey control.
 GO0437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GO0437.See file dsdata.txt to determine how the superseded data were derived.
 GO0437
 GO0437_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYE1092587588(NAD 83)
 GO0437_MARKER: DD = SURVEY DISK
 GO0437_SETTING: 0 = UNSPECIFIED SETTING
 GO0437_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GO0437
 GO0437  HISTORY     - Date     Condition        Report By
 GO0437  HISTORY     - 1972     MONUMENTED       NMHD
 GO0437  HISTORY     - 1983     GOOD             BLM
 GO0437
 GO0437                          STATION DESCRIPTION
 GO0437
 GO0437'DESCRIBED BY NM HIGHWAY DEPT 1972 (CWW)
 GO0437'STATION IS LOCATED IN SAN JUAN COUNTY, NEW MEXICO, ON U. S.
 GO0437'HIGHWAY 666, 19.5 MILES SOUTH OF THE NEWCOMB TRADING POST IN
 GO0437'NEWCOMB, NEW MEXICO, AND 0.6 MILE SOUTH OF NMSHC MILEPOST NUMBER
 GO0437'(0311) 39.
 GO0437'
 GO0437'TO REACH THE STATION FROM THE NEWCOMB TRADING POST, TRAVEL SOUTH ON
 GO0437'U. S. 666 19.5 MILES.  STATION IS 35.2 FEET EAST OF CENTERLINE OF
 GO0437'U. S. 666 FROM THIS POINT, AND IS 50 FEET SOUTH OF POWER POLE NO.
 GO0437'8.  STATION IS ON CENTERLINE OF POWERLINES.
 GO0437'
 GO0437'STATION IS A STANDARD NMSHC BRASS DISK SET IN CONCRETE AND
 GO0437'IS STAMPED 3610835011 1971.  IT IS 1.3 FEET WEST OF A METAL WITNESS
 GO0437'POST.
 GO0437'
 GO0437'HEIGHT OF LIGHT ABOVE STATION MARK 1.52 METERS.
 GO0437
 GO0437                          STATION RECOVERY (1983)
 GO0437
 GO0437'RECOVERY NOTE BY BUREAU OF LAND MANAGEMENT 1983 (JLW)
 GO0437'1971 STA 3610835011 ELEV RECOVERED GOOD.
 GO0437'
 GO0437'THE STATION WAS FLUSH WITH THE SURFACE OF THE GROUND WITH THE
 GO0437'METAL WITNESS POST MISSING MAKING IT DIFFICULT TO LOCATE.  THE
 GO0437'FACE OF THE TABLET WAS SOMEWHAT DEFACED BUT IT WAS STILL
 GO0437'LEGIABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GO0458 ***********************************************************************
 GO0458  DESIGNATION -  3610845001
 GO0458  PID         -  GO0458
 GO0458  STATE/COUNTY-  NM/SAN JUAN
 GO0458  USGS QUAD   -  SHIPROCK (1983)
 GO0458
 GO0458                         *CURRENT SURVEY CONTROL
 GO0458  ___________________________________________________________________
 GO0458* NAD 83(1992)-  36 47 07.12941(N)    108 41 04.93216(W)     ADJUSTED  
 GO0458* NAVD 88     -      1492.0    (meters)    4895.     (feet)  VERTCON   
 GO0458  ___________________________________________________________________
 GO0458  LAPLACE CORR-          -0.58  (seconds)                    DEFLEC99
 GO0458  GEOID HEIGHT-         -20.98  (meters)                     GEOID03
 GO0458
 GO0458  HORZ ORDER  -  SECOND
 GO0458
 GO0458.The horizontal coordinates were established by classical geodetic methods
 GO0458.and adjusted by the National Geodetic Survey in December 1993..
 GO0458
 GO0458.The NAVD 88 height was computed by applying the VERTCON shift value to
 GO0458.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GO0458
 GO0458.The Laplace correction was computed from DEFLEC99 derived deflections.
 GO0458
 GO0458.The geoid height was determined by GEOID03.
 GO0458
 GO0458;                    North         East     Units Scale Factor Converg.
 GO0458;SPC NM W     -   641,996.318   754,011.139   MT  0.99998778   -0 30 35.4
 GO0458;SPC NM W     - 2,106,282.92  2,473,784.88   sFT  0.99998778   -0 30 35.4
 GO0458;UTM  12      - 4,073,557.387   706,599.764   MT  1.00012587   +1 23 13.0
 GO0458
 GO0458!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GO0458!SPC NM W     -   0.99976920  x   0.99998778  =   0.99975698
 GO0458!UTM  12      -   0.99976920  x   1.00012587  =   0.99989504
 GO0458
 GO0458|---------------------------------------------------------------------|
 GO0458| PID    Reference Object                     Distance      Geod. Az  |
 GO0458|                                                           dddmmss.s |
 GO0458| GO0459 3610845002                          387.416 METERS 09408     |
 GO0458|---------------------------------------------------------------------|
 GO0458
 GO0458                          SUPERSEDED SURVEY CONTROL
 GO0458
 GO0458  NAD 83(1992)-  36 47 07.12938(N)    108 41 04.93327(W) AD(       ) 2
 GO0458  NAD 83(1992)-  36 47 07.12732(N)    108 41 04.93360(W) AD(       ) 2
 GO0458  NAD 83(1986)-  36 47 07.12322(N)    108 41 04.93889(W) AD(       ) 2
 GO0458  NAD 27      -  36 47 07.12730(N)    108 41 02.62464(W) AD(       ) 2
 GO0458  NGVD 29 (07/19/86) 1491.1    (m)         4892.     (f) VERT ANG       
 GO0458
 GO0458.Superseded values are not recommended for survey control.
 GO0458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GO0458.See file dsdata.txt to determine how the superseded data were derived.
 GO0458
 GO0458_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYF0660073557(NAD 83)
 GO0458_MARKER: DD = SURVEY DISK
 GO0458_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GO0458_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GO0458_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GO0458+STABILITY: SURFACE MOTION
 GO0458
 GO0458  HISTORY     - Date     Condition        Report By
 GO0458  HISTORY     - 1971     MONUMENTED       NMHD
 GO0458
 GO0458                          STATION DESCRIPTION
 GO0458
 GO0458'DESCRIBED BY NM HIGHWAY DEPT 1971 (CWW)
 GO0458'STATION IS LOCATED IN SHIPROCK, NEW MEXICO AT THE JUNCTION OF U. S.
 GO0458'HIGHWAY 550 AND U. S. HIGHWAY 666.  IT IS WITHIN THE Y FORMED BY THE
 GO0458'JUNCTION, 100.3 FEET NORTH OF THE CENTERLINE EXTENSION OF U. S.
 GO0458'550, AND 0.12 MILE EAST OF NMSHC MILEPOST NUMBER (0321) 0.
 GO0458'
 GO0458'TO REACH THE STATION FROM THE POST OFFICE AT SHIPROCK, NEW MEXICO,
 GO0458'TRAVEL SOUTH ON U. S. HIGHWAY 666 FOR 1.25 MILES TO THE JUNCTION OF
 GO0458'U. S. HIGHWAY 666 AND U. S. HIGHWAY 550 AND TURN LEFT (EAST) ONTO
 GO0458'U. S. 550.  TRAVEL 300 FEET EAST ON U. S. 550.  STATION IS 100.3
 GO0458'FEET SOUTH OF THE CENTERLINE OF U. S. 550 FROM THIS POINT.
 GO0458'
 GO0458'STATION IS A STANDARD NMSHC BRASS DISK SET IN A CONCRETE MONUMENT AND
 GO0458'STAMPED 3610845001 - 1971.  IT IS 1.5 FEET SOUTH OF A METAL WITNESS
 GO0458'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GO0459 ***********************************************************************
 GO0459  DESIGNATION -  3610845002
 GO0459  PID         -  GO0459
 GO0459  STATE/COUNTY-  NM/SAN JUAN
 GO0459  USGS QUAD   -  SHIPROCK (1983)
 GO0459
 GO0459                         *CURRENT SURVEY CONTROL
 GO0459  ___________________________________________________________________
 GO0459* NAD 83(1992)-  36 47 06.22410(N)    108 40 49.34791(W)     ADJUSTED  
 GO0459* NAVD 88     -      1495.0    (meters)    4905.     (feet)  VERTCON   
 GO0459  ___________________________________________________________________
 GO0459  LAPLACE CORR-          -0.54  (seconds)                    DEFLEC99
 GO0459  GEOID HEIGHT-         -20.98  (meters)                     GEOID03
 GO0459
 GO0459  HORZ ORDER  -  SECOND
 GO0459
 GO0459.The horizontal coordinates were established by classical geodetic methods
 GO0459.and adjusted by the National Geodetic Survey in December 1993..
 GO0459
 GO0459.The NAVD 88 height was computed by applying the VERTCON shift value to
 GO0459.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GO0459
 GO0459.The Laplace correction was computed from DEFLEC99 derived deflections.
 GO0459
 GO0459.The geoid height was determined by GEOID03.
 GO0459
 GO0459;                    North         East     Units Scale Factor Converg.
 GO0459;SPC NM W     -   641,964.983   754,397.280   MT  0.99998706   -0 30 26.1
 GO0459;SPC NM W     - 2,106,180.12  2,475,051.74   sFT  0.99998706   -0 30 26.1
 GO0459;UTM  12      - 4,073,538.847   706,986.784   MT  1.00012785   +1 23 22.3
 GO0459
 GO0459!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GO0459!SPC NM W     -   0.99976873  x   0.99998706  =   0.99975579
 GO0459!UTM  12      -   0.99976873  x   1.00012785  =   0.99989655
 GO0459
 GO0459:                Primary Azimuth Mark                     Grid Az
 GO0459:SPC NM W     -  3610845003                               100 09 26.2
 GO0459:UTM  12      -  3610845003                               098 15 37.8
 GO0459
 GO0459|---------------------------------------------------------------------|
 GO0459| PID    Reference Object                     Distance      Geod. Az  |
 GO0459|                                                           dddmmss.s |
 GO0459| GO0451 3610845003                          APPROX. 0.6 KM 0993900.1 |
 GO0459| GO0458 3610845001                          387.416 METERS 27408     |
 GO0459|---------------------------------------------------------------------|
 GO0459
 GO0459                          SUPERSEDED SURVEY CONTROL
 GO0459
 GO0459  NAD 83(1992)-  36 47 06.22407(N)    108 40 49.34902(W) AD(       ) 2
 GO0459  NAD 83(1992)-  36 47 06.22202(N)    108 40 49.34936(W) AD(       ) 2
 GO0459  NAD 83(1986)-  36 47 06.21791(N)    108 40 49.35471(W) AD(       ) 2
 GO0459  NAD 27      -  36 47 06.22162(N)    108 40 47.04038(W) AD(       ) 2
 GO0459  NGVD 29 (07/19/86) 1494.1    (m)         4902.     (f) VERT ANG       
 GO0459
 GO0459.Superseded values are not recommended for survey control.
 GO0459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GO0459.See file dsdata.txt to determine how the superseded data were derived.
 GO0459
 GO0459_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYF0698773539(NAD 83)
 GO0459_MARKER: DD = SURVEY DISK
 GO0459_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GO0459_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GO0459_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GO0459+STABILITY: SURFACE MOTION
 GO0459
 GO0459  HISTORY     - Date     Condition        Report By
 GO0459  HISTORY     - 1971     MONUMENTED       NMHD
 GO0459
 GO0459                          STATION DESCRIPTION
 GO0459
 GO0459'DESCRIBED BY NM HIGHWAY DEPT 1971 (CWW)
 GO0459'STATION IS LOCATED IN SHIPROCK, NEW MEXICO, ON U. S. HIGHWAY 550,
 GO0459'0.2 MILE EAST OF THE JUNCTION OF U. S. HIGHWAY 550 AND U. S. HIGHWAY
 GO0459'666, IMMEDIATELY SOUTH OF VALLEY ELEMENTARY SCHOOL AND 0.65 MILE
 GO0459'EAST OF NMSHC MILEPOST NUMBER (0321) 0.
 GO0459'
 GO0459'TO REACH THE STATION FROM THE POST OFFICE AT SHIPROCK, NEW MEXICO,
 GO0459'TRAVEL SOUTH ON U. S. 666 FOR 1.25 MILES TO THE JUNCTION OF U. S.
 GO0459'HIGHWAY 666 AND U. S. HIGHWAY 550 AND TURN LEFT (EAST) ONTO U. S.
 GO0459'550.  TRAVEL 0.2 MILE ON U. S. 550.  STATION IS 24.8 FEET LEFT
 GO0459'(NORTH) OF THE CENTERLINE OF U. S. 550 FROM THIS POINT AND 5.2
 GO0459'FEET SOUTH OF A SIDEWALK AND THE EAST SIDE OF A GATE TO VALLEY
 GO0459'ELEMENTARY SCHOOL.
 GO0459'
 GO0459'STATION IS A STANDARD NMSHC BRASS DISK SET IN A CONCRETE MONUMENT AND
 GO0459'STAMPED 3610845002 - 1971.  IT IS 2.0 FEET SOUTH OF A METAL WITNESS
 GO0459'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GO0451 ***********************************************************************
 GO0451  DESIGNATION -  3610845003
 GO0451  PID         -  GO0451
 GO0451  STATE/COUNTY-  NM/SAN JUAN
 GO0451  USGS QUAD   -  SHIPROCK (1983)
 GO0451
 GO0451                         *CURRENT SURVEY CONTROL
 GO0451  ___________________________________________________________________
 GO0451* NAD 83(1992)-  36 47 02.74071(N)    108 40 23.88442(W)     ADJUSTED  
 GO0451* NAVD 88     -      1506.3    (meters)    4942.     (feet)  VERTCON   
 GO0451  ___________________________________________________________________
 GO0451  LAPLACE CORR-          -0.52  (seconds)                    DEFLEC99
 GO0451  GEOID HEIGHT-         -20.99  (meters)                     GEOID03
 GO0451
 GO0451  HORZ ORDER  -  SECOND
 GO0451
 GO0451.The horizontal coordinates were established by classical geodetic methods
 GO0451.and adjusted by the National Geodetic Survey in December 1993..
 GO0451
 GO0451.The NAVD 88 height was computed by applying the VERTCON shift value to
 GO0451.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GO0451
 GO0451.The Laplace correction was computed from DEFLEC99 derived deflections.
 GO0451
 GO0451.The geoid height was determined by GEOID03.
 GO0451
 GO0451;                    North         East     Units Scale Factor Converg.
 GO0451;SPC NM W     -   641,852.043   755,027.669   MT  0.99998589   -0 30 10.8
 GO0451;SPC NM W     - 2,105,809.58  2,477,119.94   sFT  0.99998589   -0 30 10.8
 GO0451;UTM  12      - 4,073,446.821   707,620.656   MT  1.00013108   +1 23 37.4
 GO0451
 GO0451!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GO0451!SPC NM W     -   0.99976696  x   0.99998589  =   0.99975285
 GO0451!UTM  12      -   0.99976696  x   1.00013108  =   0.99989801
 GO0451
 GO0451:                Primary Azimuth Mark                     Grid Az
 GO0451:SPC NM W     -  3610845004                               088 42 42.3
 GO0451:UTM  12      -  3610845004                               086 48 54.1
 GO0451
 GO0451|---------------------------------------------------------------------|
 GO0451| PID    Reference Object                     Distance      Geod. Az  |
 GO0451|                                                           dddmmss.s |
 GO0451| GO0452 3610845004                          APPROX. 0.6 KM 0881231.5 |
 GO0451|---------------------------------------------------------------------|
 GO0451
 GO0451                          SUPERSEDED SURVEY CONTROL
 GO0451
 GO0451  NAD 83(1992)-  36 47 02.74069(N)    108 40 23.88553(W) AD(       ) 2
 GO0451  NAD 83(1992)-  36 47 02.73866(N)    108 40 23.88588(W) AD(       ) 2
 GO0451  NAD 83(1986)-  36 47 02.73452(N)    108 40 23.89130(W) AD(       ) 2
 GO0451  NAD 27      -  36 47 02.73772(N)    108 40 21.57827(W) AD(       ) 2
 GO0451  NGVD 29 (07/19/86) 1505.4    (m)         4939.     (f) VERT ANG       
 GO0451
 GO0451.Superseded values are not recommended for survey control.
 GO0451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GO0451.See file dsdata.txt to determine how the superseded data were derived.
 GO0451
 GO0451_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYF0762173447(NAD 83)
 GO0451_MARKER: DD = SURVEY DISK
 GO0451_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GO0451_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GO0451_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GO0451+STABILITY: SURFACE MOTION
 GO0451
 GO0451  HISTORY     - Date     Condition        Report By
 GO0451  HISTORY     - 1971     MONUMENTED       NMHD
 GO0451
 GO0451                          STATION DESCRIPTION
 GO0451
 GO0451'DESCRIBED BY NM HIGHWAY DEPT 1971 (CWW)
 GO0451'STATION IS LOCATED IN SHIPROCK, NEW MEXICO, ON U. S. HIGHWAY 550,
 GO0451'0.6 MILE EAST OF THE JUNCTION OF U. S. HIGHWAY 550 AND U. S. HIGHWAY
 GO0451'666, IMMEDIATELY NORTH OF THE SHIPROCK HOTEL, AND 0.3 MILE EAST OF
 GO0451'NMSHC MILEPOST NUMBER (0321) 0.
 GO0451'
 GO0451'TO REACH THE STATION FROM THE POST OFFICE AT SHIPROCK, NEW MEXICO,
 GO0451'TRAVEL SOUTH ON U. S. 666 FOR 1.25 MILES TO THE JUNCTION OF U. S.
 GO0451'HIGHWAY 666 AND U. S. HIGHWAY 550 AND TURN LEFT (EAST) ONTO U. S.
 GO0451'550.  TRAVEL 1.0 MILE ON U. S. 550.  STATION IS 40.1 FEET RIGHT
 GO0451'(SOUTH) OF THE CENTERLINE OF U. S. 550 FROM THIS POINT AND 71.5
 GO0451'FEET NORTH OF THE FRONT DOOR OF THE SHIPROCK HOTEL.
 GO0451'
 GO0451'STATION IS A STANDARD NMSHC BRASS DISK SET IN A CONCRETE MONUMENT
 GO0451'AND STAMPED 3610845003 - 1971.  IT IS 1.5 FEET NORTH OF A METAL
 GO0451'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GO0452 ***********************************************************************
 GO0452  DESIGNATION -  3610845004
 GO0452  PID         -  GO0452
 GO0452  STATE/COUNTY-  NM/SAN JUAN
 GO0452  USGS QUAD   -  SHIPROCK (1983)
 GO0452
 GO0452                         *CURRENT SURVEY CONTROL
 GO0452  ___________________________________________________________________
 GO0452* NAD 83(1992)-  36 47 03.38912(N)    108 39 58.07694(W)     ADJUSTED  
 GO0452* NAVD 88     -      1513.0    (meters)    4964.     (feet)  VERTCON   
 GO0452  ___________________________________________________________________
 GO0452  LAPLACE CORR-          -0.48  (seconds)                    DEFLEC99
 GO0452  GEOID HEIGHT-         -20.99  (meters)                     GEOID03
 GO0452
 GO0452  HORZ ORDER  -  SECOND
 GO0452
 GO0452.The horizontal coordinates were established by classical geodetic methods
 GO0452.and adjusted by the National Geodetic Survey in December 1993..
 GO0452
 GO0452.The NAVD 88 height was computed by applying the VERTCON shift value to
 GO0452.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GO0452
 GO0452.The Laplace correction was computed from DEFLEC99 derived deflections.
 GO0452
 GO0452.The geoid height was determined by GEOID03.
 GO0452
 GO0452;                    North         East     Units Scale Factor Converg.
 GO0452;SPC NM W     -   641,866.437   755,667.711   MT  0.99998471   -0 29 55.3
 GO0452;SPC NM W     - 2,105,856.80  2,479,219.82   sFT  0.99998471   -0 29 55.3
 GO0452;UTM  12      - 4,073,482.396   708,259.965   MT  1.00013436   +1 23 52.9
 GO0452
 GO0452!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GO0452!SPC NM W     -   0.99976591  x   0.99998471  =   0.99975062
 GO0452!UTM  12      -   0.99976591  x   1.00013436  =   0.99990024
 GO0452
 GO0452:                Primary Azimuth Mark                     Grid Az
 GO0452:SPC NM W     -  3610845003                               268 42 42.3
 GO0452:UTM  12      -  3610845003                               266 48 54.1
 GO0452
 GO0452|---------------------------------------------------------------------|
 GO0452| PID    Reference Object                     Distance      Geod. Az  |
 GO0452|                                                           dddmmss.s |
 GO0452| GO0451 3610845003                          APPROX. 0.6 KM 2681247.0 |
 GO0452|---------------------------------------------------------------------|
 GO0452
 GO0452                          SUPERSEDED SURVEY CONTROL
 GO0452
 GO0452  NAD 83(1992)-  36 47 03.38911(N)    108 39 58.07805(W) AD(       ) 2
 GO0452  NAD 83(1992)-  36 47 03.38710(N)    108 39 58.07840(W) AD(       ) 2
 GO0452  NAD 83(1986)-  36 47 03.38293(N)    108 39 58.08389(W) AD(       ) 2
 GO0452  NAD 27      -  36 47 03.38564(N)    108 39 55.77260(W) AD(       ) 2
 GO0452  NGVD 29 (07/19/86) 1512.1    (m)         4961.     (f) VERT ANG       
 GO0452
 GO0452.Superseded values are not recommended for survey control.
 GO0452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GO0452.See file dsdata.txt to determine how the superseded data were derived.
 GO0452
 GO0452_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYF0826073482(NAD 83)
 GO0452_MARKER: DD = SURVEY DISK
 GO0452_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GO0452_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GO0452_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GO0452+STABILITY: SURFACE MOTION
 GO0452
 GO0452  HISTORY     - Date     Condition        Report By
 GO0452  HISTORY     - 1971     MONUMENTED       NMHD
 GO0452
 GO0452                          STATION DESCRIPTION
 GO0452
 GO0452'DESCRIBED BY NM HIGHWAY DEPT 1971 (CWW)
 GO0452'STATION IS LOCATED IN SHIPROCK, NEW MEXICO, ON U. S. HIGHWAY 550, 1.5
 GO0452'MILES EAST OF THE JUNCTION OF U. S. HIGHWAY 550 AND U. S. HIGHWAY
 GO0452'666 IN SHIPROCK, NEW MEXICO, AND 0.85 MILE EAST OF NMSHC MILEPOST
 GO0452'NUMBER (C321) 1.
 GO0452'
 GO0452'TO REACH THE STATION FROM THE POST OFFICE AT SHIPROCK, NEW MEXICO,
 GO0452'TRAVEL SOUTH ON U. S. 666 FOR 1.25 MILES TO THE JUNCTION OF U. S.
 GO0452'HIGHWAY 666 AND U. S. HIGHWAY 550 AND TURN LEFT (EAST) ONTO U. S.
 GO0452'550.  TRAVEL 1.5 MILES ON U. S. 550.  STATION IS 46.3 FEET LEFT
 GO0452'(NORTH) OF THE CENTERLINE OF U. S. 550 FROM THIS POINT.
 GO0452'
 GO0452'STATION IS A STANDARD NMSHC BRASS DISK SET IN A CONCRETE MONUMENT AND
 GO0452'STAMPED 3610845004 - 1971.  IT IS 2.6 FEET SOUTH OF A METAL WITNESS
 GO0452'POST, AND IN LINE WITH THE RIGHT-OF-WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GO0450 ***********************************************************************
 GO0450  DESIGNATION -  3610845005
 GO0450  PID         -  GO0450
 GO0450  STATE/COUNTY-  NM/SAN JUAN
 GO0450  USGS QUAD   -  SHIPROCK (1983)
 GO0450
 GO0450                         *CURRENT SURVEY CONTROL
 GO0450  ___________________________________________________________________
 GO0450* NAD 83(1992)-  36 47 02.47908(N)    108 39 22.28890(W)     ADJUSTED  
 GO0450* NAVD 88     -      1516.7    (meters)    4976.     (feet)  VERTCON   
 GO0450  ___________________________________________________________________
 GO0450  LAPLACE CORR-          -0.46  (seconds)                    DEFLEC99
 GO0450  GEOID HEIGHT-         -21.00  (meters)                     GEOID03
 GO0450
 GO0450  HORZ ORDER  -  SECOND
 GO0450
 GO0450.The horizontal coordinates were established by classical geodetic methods
 GO0450.and adjusted by the National Geodetic Survey in December 1993..
 GO0450
 GO0450.The NAVD 88 height was computed by applying the VERTCON shift value to
 GO0450.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GO0450
 GO0450.The Laplace correction was computed from DEFLEC99 derived deflections.
 GO0450
 GO0450.The geoid height was determined by GEOID03.
 GO0450
 GO0450;                    North         East     Units Scale Factor Converg.
 GO0450;SPC NM W     -   641,830.708   756,554.791   MT  0.99998310   -0 29 33.9
 GO0450;SPC NM W     - 2,105,739.58  2,482,130.18   sFT  0.99998310   -0 29 33.9
 GO0450;UTM  12      - 4,073,476.047   709,147.878   MT  1.00013893   +1 24 14.3
 GO0450
 GO0450!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GO0450!SPC NM W     -   0.99976533  x   0.99998310  =   0.99974843
 GO0450!UTM  12      -   0.99976533  x   1.00013893  =   0.99990423
 GO0450
 GO0450:                Primary Azimuth Mark                     Grid Az
 GO0450:SPC NM W     -  3610845006                               085 44 23.4
 GO0450:UTM  12      -  3610845006                               083 50 35.2
 GO0450
 GO0450|---------------------------------------------------------------------|
 GO0450| PID    Reference Object                     Distance      Geod. Az  |
 GO0450|                                                           dddmmss.s |
 GO0450| GO0454 3610845006                          APPROX. 1.6 KM 0851449.5 |
 GO0450|---------------------------------------------------------------------|
 GO0450
 GO0450                          SUPERSEDED SURVEY CONTROL
 GO0450
 GO0450  NAD 83(1992)-  36 47 02.47908(N)    108 39 22.28998(W) AD(       ) 2
 GO0450  NAD 83(1992)-  36 47 02.47710(N)    108 39 22.29036(W) AD(       ) 2
 GO0450  NAD 83(1986)-  36 47 02.47286(N)    108 39 22.29589(W) AD(       ) 2
 GO0450  NAD 27      -  36 47 02.47502(N)    108 39 19.98554(W) AD(       ) 2
 GO0450  NGVD 29 (07/19/86) 1515.8    (m)         4973.     (f) VERT ANG       
 GO0450
 GO0450.Superseded values are not recommended for survey control.
 GO0450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GO0450.See file dsdata.txt to determine how the superseded data were derived.
 GO0450
 GO0450_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYF0914873476(NAD 83)
 GO0450_MARKER: DD = SURVEY DISK
 GO0450_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GO0450_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GO0450_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GO0450+STABILITY: SURFACE MOTION
 GO0450
 GO0450  HISTORY     - Date     Condition        Report By
 GO0450  HISTORY     - 1971     MONUMENTED       NMHD
 GO0450
 GO0450                          STATION DESCRIPTION
 GO0450
 GO0450'DESCRIBED BY NM HIGHWAY DEPT 1971 (CWW)
 GO0450'STATION IS LOCATED IN SAN JUAN COUNTY, NEW MEXICO, ON U. S. HIGHWAY
 GO0450'550, 1.9 MILES EAST OF THE JUNCTION OF U. S. HIGHWAY 550 AND U. S.
 GO0450'HIGHWAY 666 IN SHIPROCK, NEW MEXICO, AND IS ACROSS U. S. 550 FROM A
 GO0450'LARGE METAL BUILDING KNOWN AS THE NAVAJO TRIBE MOTOR POOL.  IT IS
 GO0450'0.3 MILE EAST OF NMSHC MILEPOST NUMBER (0321) 2.
 GO0450'
 GO0450'TO REACH THE STATION FROM THE POST OFFICE AT SHIPROCK, NEW MEXICO,
 GO0450'TRAVEL SOUTH ON U. S. 666 FOR 1.25 MILES TO THE JUNCTION OF U. S.
 GO0450'HIGHWAY 666 AND U. S. HIGHWAY 550 AND TURN LEFT (EAST) ON U. S.
 GO0450'550.  TRAVEL 1.9 MILES ON U. S. 550.  STATION IS 77.2 FEET LEFT
 GO0450'(NORTH) OF THE CENTERLINE OF U. S. 550 FROM THIS POINT AND 0.4 MILE
 GO0450'EAST OF VALENTINE STREET TO A SUBDIVISION.
 GO0450'
 GO0450'STATION IS A STANDARD NMSHC BRASS DISK SET IN A CONCRETE MONUMENT AND
 GO0450'STAMPED 3610845005 - 1971.  IT IS 5.0 FEET NORTH OF A POWER POLE AND
 GO0450'2.5 FEET NORTH OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GO0454 ***********************************************************************
 GO0454  DESIGNATION -  3610845006
 GO0454  PID         -  GO0454
 GO0454  STATE/COUNTY-  NM/SAN JUAN
 GO0454  USGS QUAD   -  SHIPROCK (1983)
 GO0454
 GO0454                         *CURRENT SURVEY CONTROL
 GO0454  ___________________________________________________________________
 GO0454* NAD 83(1992)-  36 47 06.69364(N)    108 38 19.20042(W)     ADJUSTED  
 GO0454* NAVD 88     -      1506.3    (meters)    4942.     (feet)  VERTCON   
 GO0454  ___________________________________________________________________
 GO0454  LAPLACE CORR-          -0.46  (seconds)                    DEFLEC99
 GO0454  GEOID HEIGHT-         -21.00  (meters)                     GEOID03
 GO0454
 GO0454  HORZ ORDER  -  SECOND
 GO0454
 GO0454.The horizontal coordinates were established by classical geodetic methods
 GO0454.and adjusted by the National Geodetic Survey in December 1993..
 GO0454
 GO0454.The NAVD 88 height was computed by applying the VERTCON shift value to
 GO0454.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GO0454
 GO0454.The Laplace correction was computed from DEFLEC99 derived deflections.
 GO0454
 GO0454.The geoid height was determined by GEOID03.
 GO0454
 GO0454;                    North         East     Units Scale Factor Converg.
 GO0454;SPC NM W     -   641,947.309   758,120.092   MT  0.99998030   -0 28 56.2
 GO0454;SPC NM W     - 2,106,122.13  2,487,265.67   sFT  0.99998030   -0 28 56.2
 GO0454;UTM  12      - 4,073,644.421   710,708.714   MT  1.00014700   +1 24 52.3
 GO0454
 GO0454!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GO0454!SPC NM W     -   0.99976696  x   0.99998030  =   0.99974726
 GO0454!UTM  12      -   0.99976696  x   1.00014700  =   0.99991393
 GO0454
 GO0454:                Primary Azimuth Mark                     Grid Az
 GO0454:SPC NM W     -  3610845007                               115 48 10.8
 GO0454:UTM  12      -  3610845007                               113 54 22.3
 GO0454
 GO0454|---------------------------------------------------------------------|
 GO0454| PID    Reference Object                     Distance      Geod. Az  |
 GO0454|                                                           dddmmss.s |
 GO0454| GO0453 3610845007                          APPROX. 1.1 KM 1151914.6 |
 GO0454|---------------------------------------------------------------------|
 GO0454
 GO0454                          SUPERSEDED SURVEY CONTROL
 GO0454
 GO0454  NAD 83(1992)-  36 47 06.69367(N)    108 38 19.20143(W) AD(       ) 2
 GO0454  NAD 83(1992)-  36 47 06.69177(N)    108 38 19.20184(W) AD(       ) 2
 GO0454  NAD 83(1986)-  36 47 06.68736(N)    108 38 19.20742(W) AD(       ) 2
 GO0454  NAD 27      -  36 47 06.68880(N)    108 38 16.89909(W) AD(       ) 2
 GO0454  NGVD 29 (07/19/86) 1505.4    (m)         4939.     (f) VERT ANG       
 GO0454
 GO0454.Superseded values are not recommended for survey control.
 GO0454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GO0454.See file dsdata.txt to determine how the superseded data were derived.
 GO0454
 GO0454_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYF1070973644(NAD 83)
 GO0454_MARKER: DD = SURVEY DISK
 GO0454_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GO0454_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GO0454_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GO0454+STABILITY: SURFACE MOTION
 GO0454
 GO0454  HISTORY     - Date     Condition        Report By
 GO0454  HISTORY     - 1971     MONUMENTED       NMHD
 GO0454
 GO0454                          STATION DESCRIPTION
 GO0454
 GO0454'DESCRIBED BY NM HIGHWAY DEPT 1971 (CWW)
 GO0454'STATION IS LOCATED IN SAN JUAN COUNTY, NEW MEXICO, ON U. S. HIGHWAY
 GO0454'550, 2.9 MILES EAST OF THE JUNCTION OF U. S. HIGHWAY 550 AND U. S.
 GO0454'HIGHWAY 666 IN SHIPROCK, NEW MEXICO, AND 0.3 MILE WEST OF NMSHC
 GO0454'MILEPOST NUMBER (0321) 3.
 GO0454'
 GO0454'TO REACH STATION FROM THE POST OFFICE AT SHIPROCK, NEW MEXICO, TRAVEL
 GO0454'SOUTH ON U. S. HIGHWAY 666 FOR 1.25 MILES TO THE JUNCTION OF U. S.
 GO0454'HIGHWAY 666 AND U. S. HIGHWAY 550 AND TURN LEFT (EAST) ONTO U. S.
 GO0454'550.  TRAVEL 2.9 MILES ON U. S. 550.  STATION IS 42.4 FEET LEFT
 GO0454'(NORTH) OF THE CENTERLINE OF U. S. 550 FROM THIS POINT.
 GO0454'
 GO0454'STATION IS A STANDARD NMSHC BRASS DISK SET IN A CONCRETE MONUMENT
 GO0454'AND STAMPED 3610845006 - 1971.  IT IS 7.3 FEET SOUTH OF A METAL
 GO0454'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GO0453 ***********************************************************************
 GO0453  DESIGNATION -  3610845007
 GO0453  PID         -  GO0453
 GO0453  STATE/COUNTY-  NM/SAN JUAN
 GO0453  USGS QUAD   -  SHIPROCK (1983)
 GO0453
 GO0453                         *CURRENT SURVEY CONTROL
 GO0453  ___________________________________________________________________
 GO0453* NAD 83(1992)-  36 46 50.90683(N)    108 37 37.72602(W)     ADJUSTED  
 GO0453* NAVD 88     -      1521.6    (meters)    4992.     (feet)  VERTCON   
 GO0453  ___________________________________________________________________
 GO0453  LAPLACE CORR-          -0.54  (seconds)                    DEFLEC99
 GO0453  GEOID HEIGHT-         -21.02  (meters)                     GEOID03
 GO0453
 GO0453  HORZ ORDER  -  SECOND
 GO0453
 GO0453.The horizontal coordinates were established by classical geodetic methods
 GO0453.and adjusted by the National Geodetic Survey in December 1993..
 GO0453
 GO0453.The NAVD 88 height was computed by applying the VERTCON shift value to
 GO0453.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GO0453
 GO0453.The Laplace correction was computed from DEFLEC99 derived deflections.
 GO0453
 GO0453.The geoid height was determined by GEOID03.
 GO0453
 GO0453;                    North         East     Units Scale Factor Converg.
 GO0453;SPC NM W     -   641,452.099   759,144.349   MT  0.99997850   -0 28 31.1
 GO0453;SPC NM W     - 2,104,497.43  2,490,626.09   sFT  0.99997850   -0 28 31.1
 GO0453;UTM  12      - 4,073,183.304   711,748.977   MT  1.00015242   +1 25 16.6
 GO0453
 GO0453!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GO0453!SPC NM W     -   0.99976456  x   0.99997850  =   0.99974307
 GO0453!UTM  12      -   0.99976456  x   1.00015242  =   0.99991695
 GO0453
 GO0453:                Primary Azimuth Mark                     Grid Az
 GO0453:SPC NM W     -  3610845006                               295 48 10.5
 GO0453:UTM  12      -  3610845006                               293 54 22.8
 GO0453
 GO0453|---------------------------------------------------------------------|
 GO0453| PID    Reference Object                     Distance      Geod. Az  |
 GO0453|                                                           dddmmss.s |
 GO0453| GO0454 3610845006                          APPROX. 1.1 KM 2951939.4 |
 GO0453|---------------------------------------------------------------------|
 GO0453
 GO0453                          SUPERSEDED SURVEY CONTROL
 GO0453
 GO0453  NAD 83(1992)-  36 46 50.90686(N)    108 37 37.72698(W) AD(       ) 2
 GO0453  NAD 83(1992)-  36 46 50.90502(N)    108 37 37.72738(W) AD(       ) 2
 GO0453  NAD 83(1986)-  36 46 50.90050(N)    108 37 37.73305(W) AD(       ) 2
 GO0453  NAD 27      -  36 46 50.90120(N)    108 37 35.42593(W) AD(       ) 2
 GO0453  NGVD 29 (07/19/86) 1520.7    (m)         4989.     (f) VERT ANG       
 GO0453
 GO0453.Superseded values are not recommended for survey control.
 GO0453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GO0453.See file dsdata.txt to determine how the superseded data were derived.
 GO0453
 GO0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYF1174973183(NAD 83)
 GO0453_MARKER: DD = SURVEY DISK
 GO0453_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GO0453_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GO0453_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GO0453+STABILITY: SURFACE MOTION
 GO0453
 GO0453  HISTORY     - Date     Condition        Report By
 GO0453  HISTORY     - 1971     MONUMENTED       NMHD
 GO0453
 GO0453                          STATION DESCRIPTION
 GO0453
 GO0453'DESCRIBED BY NM HIGHWAY DEPT 1971 (CWW)
 GO0453'STATION IS LOCATED IN SAN JUAN COUNTY, NEW MEXICO, ON U. S. HIGHWAY
 GO0453'550, 3.6 MILES EAST OF THE JUNCTION OF U. S. HIGHWAY 550 AND U. S.
 GO0453'HIGHWAY 666 IN SHIPROCK, NEW MEXICO, AND 0.55 MILE WEST OF NMSHC
 GO0453'MILEPOST NUMBER (0321) 4.
 GO0453'
 GO0453'TO REACH STATION FROM THE POST OFFICE AT SHIPROCK, NEW MEXICO, TRAVEL
 GO0453'SOUTH ON U. S. 666 FOR 1.25 MILES TO THE JUNCTION OF U. S. HIGHWAY
 GO0453'666 AND U. S. HIGHWAY 550 AND TURN LEFT (EAST) ONTO U. S. 550.
 GO0453'TRAVEL 3.6 MILES ON U. S. 550.  STATION IS 93.7 FEET LEFT (NORTH) OF
 GO0453'THE CENTERLINE OF U. S. 550 FROM THIS POINT.
 GO0453'
 GO0453'STATION IS A STANDARD NMSHC BRASS DISK SET IN A CONCRETE MONUMENT AND
 GO0453'STAMPED 3610845007 - 1971.  IT IS 1.7 FEET SOUTH OF A METAL WITNESS
 GO0453'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GO0445 ***********************************************************************
 GO0445  DESIGNATION -  3610845008
 GO0445  PID         -  GO0445
 GO0445  STATE/COUNTY-  NM/SAN JUAN
 GO0445  USGS QUAD   -  CHIMNEY ROCK (1983)
 GO0445
 GO0445                         *CURRENT SURVEY CONTROL
 GO0445  ___________________________________________________________________
 GO0445* NAD 83(1992)-  36 46 27.23400(N)    108 36 52.83476(W)     ADJUSTED  
 GO0445* NAVD 88     -      1519.1    (meters)    4984.     (feet)  VERTCON   
 GO0445  ___________________________________________________________________
 GO0445  LAPLACE CORR-          -0.58  (seconds)                    DEFLEC99
 GO0445  GEOID HEIGHT-         -21.04  (meters)                     GEOID03
 GO0445
 GO0445  HORZ ORDER  -  SECOND
 GO0445
 GO0445.The horizontal coordinates were established by classical geodetic methods
 GO0445.and adjusted by the National Geodetic Survey in December 1993..
 GO0445
 GO0445.The NAVD 88 height was computed by applying the VERTCON shift value to
 GO0445.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GO0445
 GO0445.The Laplace correction was computed from DEFLEC99 derived deflections.
 GO0445
 GO0445.The geoid height was determined by GEOID03.
 GO0445
 GO0445;                    North         East     Units Scale Factor Converg.
 GO0445;SPC NM W     -   640,713.241   760,251.464   MT  0.99997658   -0 28 04.0
 GO0445;SPC NM W     - 2,102,073.36  2,494,258.34   sFT  0.99997658   -0 28 04.0
 GO0445;UTM  12      - 4,072,481.364   712,880.137   MT  1.00015834   +1 25 42.8
 GO0445
 GO0445!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GO0445!SPC NM W     -   0.99976496  x   0.99997658  =   0.99974154
 GO0445!UTM  12      -   0.99976496  x   1.00015834  =   0.99992326
 GO0445
 GO0445:                Primary Azimuth Mark                     Grid Az
 GO0445:SPC NM W     -  3610845009                               116 48 44.8
 GO0445:UTM  12      -  3610845009                               114 54 58.0
 GO0445
 GO0445|---------------------------------------------------------------------|
 GO0445| PID    Reference Object                     Distance      Geod. Az  |
 GO0445|                                                           dddmmss.s |
 GO0445| GO0443 3610845009                          APPROX. 2.0 KM 1162040.8 |
 GO0445|---------------------------------------------------------------------|
 GO0445
 GO0445                          SUPERSEDED SURVEY CONTROL
 GO0445
 GO0445  NAD 83(1992)-  36 46 27.23404(N)    108 36 52.83569(W) AD(       ) 2
 GO0445  NAD 83(1992)-  36 46 27.23227(N)    108 36 52.83604(W) AD(       ) 2
 GO0445  NAD 83(1986)-  36 46 27.22767(N)    108 36 52.84196(W) AD(       ) 2
 GO0445  NAD 27      -  36 46 27.22732(N)    108 36 50.53608(W) AD(       ) 2
 GO0445  NGVD 29 (07/19/86) 1518.2    (m)         4981.     (f) VERT ANG       
 GO0445
 GO0445.Superseded values are not recommended for survey control.
 GO0445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GO0445.See file dsdata.txt to determine how the superseded data were derived.
 GO0445
 GO0445_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYF1288072481(NAD 83)
 GO0445_MARKER: DD = SURVEY DISK
 GO0445_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GO0445_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GO0445_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GO0445+STABILITY: SURFACE MOTION
 GO0445
 GO0445  HISTORY     - Date     Condition        Report By
 GO0445  HISTORY     - 1971     MONUMENTED       NMHD
 GO0445
 GO0445                          STATION DESCRIPTION
 GO0445
 GO0445'DESCRIBED BY NM HIGHWAY DEPT 1971 (CWW)
 GO0445'STATION IS LOCATED IN SAN JUAN COUNTY, NEW MEXICO, ON U. S. HIGHWAY
 GO0445'550, 4.4 MILES EAST OF THE JUNCTION OF U. S. HIGHWAY 550 AND U. S.
 GO0445'HIGHWAY 666 IN SHIPROCK, NEW MEXICO, AND 0.75 MILE WEST OF NMSHC
 GO0445'MILEPOST NUMBER (0321) 5.
 GO0445'
 GO0445'TO REACH STATION FROM THE POST OFFICE AT SHIPROCK, NEW MEXICO, TRAVEL
 GO0445'SOUTH ON U. S. 666 FOR 1.25 MILES TO THE JUNCTION OF U. S. HIGHWAY
 GO0445'666 AND U. S. HIGHWAY 550 AND TURN LEFT (EAST) ONTO U. S. 550.
 GO0445'TRAVEL 4.4 MILES ON U. S. 550.  STATION IS 100.1 FEET RIGHT
 GO0445'(SOUTH) OF THE CENTERLINE OF U. S. 550 FROM THIS POINT.
 GO0445'
 GO0445'STATION IS A STANDARD NMSHC BRASS DISK SET IN A CONCRETE MONUMENT AND
 GO0445'STAMPED 3610845008 - 1971.  IT IS 1.3 FEET NORTH OF A METAL WITNESS
 GO0445'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GO0443 ***********************************************************************
 GO0443  DESIGNATION -  3610845009
 GO0443  PID         -  GO0443
 GO0443  STATE/COUNTY-  NM/SAN JUAN
 GO0443  USGS QUAD   -  CHIMNEY ROCK (1983)
 GO0443
 GO0443                         *CURRENT SURVEY CONTROL
 GO0443  ___________________________________________________________________
 GO0443* NAD 83(1992)-  36 45 58.67991(N)    108 35 41.18020(W)     ADJUSTED  
 GO0443* NAVD 88     -      1529.8    (meters)    5019.     (feet)  VERTCON   
 GO0443  ___________________________________________________________________
 GO0443  LAPLACE CORR-          -0.50  (seconds)                    DEFLEC99
 GO0443  GEOID HEIGHT-         -21.07  (meters)                     GEOID03
 GO0443
 GO0443  HORZ ORDER  -  SECOND
 GO0443
 GO0443.The horizontal coordinates were established by classical geodetic methods
 GO0443.and adjusted by the National Geodetic Survey in December 1993..
 GO0443
 GO0443.The NAVD 88 height was computed by applying the VERTCON shift value to
 GO0443.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GO0443
 GO0443.The Laplace correction was computed from DEFLEC99 derived deflections.
 GO0443
 GO0443.The geoid height was determined by GEOID03.
 GO0443
 GO0443;                    North         East     Units Scale Factor Converg.
 GO0443;SPC NM W     -   639,818.763   762,021.276   MT  0.99997358   -0 27 20.8
 GO0443;SPC NM W     - 2,099,138.72  2,500,064.80   sFT  0.99997358   -0 27 20.8
 GO0443;UTM  12      - 4,071,645.779   714,678.915   MT  1.00016781   +1 26 24.7
 GO0443
 GO0443!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GO0443!SPC NM W     -   0.99976328  x   0.99997358  =   0.99973687
 GO0443!UTM  12      -   0.99976328  x   1.00016781  =   0.99993105
 GO0443
 GO0443:                Primary Azimuth Mark                     Grid Az
 GO0443:SPC NM W     -  3610845010                               103 59 23.1
 GO0443:UTM  12      -  3610845010                               102 05 37.6
 GO0443
 GO0443|---------------------------------------------------------------------|
 GO0443| PID    Reference Object                     Distance      Geod. Az  |
 GO0443|                                                           dddmmss.s |
 GO0443| GO0444 3610845010                          APPROX. 1.2 KM 1033202.3 |
 GO0443|---------------------------------------------------------------------|
 GO0443
 GO0443                          SUPERSEDED SURVEY CONTROL
 GO0443
 GO0443  NAD 83(1992)-  36 45 58.67995(N)    108 35 41.18105(W) AD(       ) 2
 GO0443  NAD 83(1992)-  36 45 58.67831(N)    108 35 41.18135(W) AD(       ) 2
 GO0443  NAD 83(1986)-  36 45 58.67350(N)    108 35 41.18755(W) AD(       ) 2
 GO0443  NAD 27      -  36 45 58.67233(N)    108 35 38.88453(W) AD(       ) 2
 GO0443  NGVD 29 (07/19/86) 1528.9    (m)         5016.     (f) VERT ANG       
 GO0443
 GO0443.Superseded values are not recommended for survey control.
 GO0443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GO0443.See file dsdata.txt to determine how the superseded data were derived.
 GO0443
 GO0443_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYF1467971646(NAD 83)
 GO0443_MARKER: DD = SURVEY DISK
 GO0443_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GO0443_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GO0443_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GO0443+STABILITY: SURFACE MOTION
 GO0443
 GO0443  HISTORY     - Date     Condition        Report By
 GO0443  HISTORY     - 1971     MONUMENTED       NMHD
 GO0443
 GO0443                          STATION DESCRIPTION
 GO0443
 GO0443'DESCRIBED BY NM HIGHWAY DEPT 1971 (CWW)
 GO0443'STATION IS LOCATED IN SAN JUAN COUNTY, NEW MEXICO, ON U. S. HIGHWAY
 GO0443'550, 5.6 MILES EAST OF THE JUNCTION OF U. S. HIGHWAY 550 AND U. S.
 GO0443'HIGHWAY 666 IN SHIPROCK, NEW MEXICO, AND 1.5 MILES WEST OF NMSHC
 GO0443'MILEPOST NUMBER (0321) 7.
 GO0443'
 GO0443'TO REACH STATION FROM THE POST OFFICE AT SHIPROCK, NEW MEXICO, TRAVEL
 GO0443'SOUTH ON U. S. 666 FOR 1.25 MILES TO THE JUNCTION OF U. S. HIGHWAY
 GO0443'666 AND U. S. HIGHWAY 550 AND TURN LEFT (EAST) ONTO U. S. 550.
 GO0443'TRAVEL 5.6 MILES ON U. S. 550.  STATION IS 70.6 FEET RIGHT (SOUTH) OF
 GO0443'THE CENTERLINE OF U. S. 550 FROM THIS POINT.
 GO0443'
 GO0443'STATION IS A STANDARD NMSHC BRASS DISK SET IN A CONCRETE MONUMENT
 GO0443'AND STAMPED 3610845009 - 1971.  IT IS 1.6 FEET NORTH OF A METAL
 GO0443'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GO0444 ***********************************************************************
 GO0444  DESIGNATION -  3610845010
 GO0444  PID         -  GO0444
 GO0444  STATE/COUNTY-  NM/SAN JUAN
 GO0444  USGS QUAD   -  CHIMNEY ROCK (1983)
 GO0444
 GO0444                         *CURRENT SURVEY CONTROL
 GO0444  ___________________________________________________________________
 GO0444* NAD 83(1992)-  36 45 49.33700(N)    108 34 52.95186(W)     ADJUSTED  
 GO0444* NAVD 88     -      1533.4    (meters)    5031.     (feet)  VERTCON   
 GO0444  ___________________________________________________________________
 GO0444  LAPLACE CORR-          -0.34  (seconds)                    DEFLEC99
 GO0444  GEOID HEIGHT-         -21.08  (meters)                     GEOID03
 GO0444
 GO0444  HORZ ORDER  -  SECOND
 GO0444
 GO0444.The horizontal coordinates were established by classical geodetic methods
 GO0444.and adjusted by the National Geodetic Survey in December 1993..
 GO0444
 GO0444.The NAVD 88 height was computed by applying the VERTCON shift value to
 GO0444.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GO0444
 GO0444.The Laplace correction was computed from DEFLEC99 derived deflections.
 GO0444
 GO0444.The geoid height was determined by GEOID03.
 GO0444
 GO0444;                    North         East     Units Scale Factor Converg.
 GO0444;SPC NM W     -   639,521.346   763,215.063   MT  0.99997160   -0 26 51.8
 GO0444;SPC NM W     - 2,098,162.95  2,503,981.42   sFT  0.99997160   -0 26 51.8
 GO0444;UTM  12      - 4,071,387.969   715,882.127   MT  1.00017420   +1 26 53.3
 GO0444
 GO0444!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GO0444!SPC NM W     -   0.99976272  x   0.99997160  =   0.99973433
 GO0444!UTM  12      -   0.99976272  x   1.00017420  =   0.99993688
 GO0444
 GO0444:                Primary Azimuth Mark                     Grid Az
 GO0444:SPC NM W     -  3610845009                               283 59 23.0
 GO0444:UTM  12      -  3610845009                               282 05 37.9
 GO0444
 GO0444|---------------------------------------------------------------------|
 GO0444| PID    Reference Object                     Distance      Geod. Az  |
 GO0444|                                                           dddmmss.s |
 GO0444| GO0443 3610845009                          APPROX. 1.2 KM 2833231.2 |
 GO0444|---------------------------------------------------------------------|
 GO0444
 GO0444                          SUPERSEDED SURVEY CONTROL
 GO0444
 GO0444  NAD 83(1992)-  36 45 49.33706(N)    108 34 52.95267(W) AD(       ) 2
 GO0444  NAD 83(1992)-  36 45 49.33549(N)    108 34 52.95296(W) AD(       ) 2
 GO0444  NAD 83(1986)-  36 45 49.33053(N)    108 34 52.95927(W) AD(       ) 2
 GO0444  NAD 27      -  36 45 49.32868(N)    108 34 50.65616(W) AD(       ) 2
 GO0444  NGVD 29 (07/19/86) 1532.5    (m)         5028.     (f) VERT ANG       
 GO0444
 GO0444.Superseded values are not recommended for survey control.
 GO0444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GO0444.See file dsdata.txt to determine how the superseded data were derived.
 GO0444
 GO0444_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYF1588271388(NAD 83)
 GO0444_MARKER: DD = SURVEY DISK
 GO0444_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GO0444_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GO0444_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GO0444+STABILITY: SURFACE MOTION
 GO0444
 GO0444  HISTORY     - Date     Condition        Report By
 GO0444  HISTORY     - 1971     MONUMENTED       NMHD
 GO0444
 GO0444                          STATION DESCRIPTION
 GO0444
 GO0444'DESCRIBED BY NM HIGHWAY DEPT 1971 (CWW)
 GO0444'STATION IS LOCATED IN SAN JUAN COUNTY, NEW MEXICO, ON U. S. HIGHWAY
 GO0444'550, 6.3 MILES EAST OF THE JUNCTION OF U. S. HIGHWAY 550 AND U. S.
 GO0444'HIGHWAY 666 IN SHIPROCK, NEW MEXICO, AND 0.75 MILE WEST OF NMSHC
 GO0444'MILEPOST NUMBER (0321) 7.
 GO0444'
 GO0444'TO REACH THE STATION FROM THE POST OFFICE AT SHIPROCK, NEW MEXICO
 GO0444'TRAVEL SOUTH ON U. S. 666 FOR 1.25 MILES TO THE JUNCTION OF U. S.
 GO0444'HIGHWAY 666 AND U. S. HIGHWAY 550 AND TURN LEFT (EAST) ON U. S.
 GO0444'550.  TRAVEL 6.3 MILES ON U. S. 550.  STATION IS 71.0 FEET LEFT
 GO0444'(NORTH) OF THE CENTERLINE OF U. S. 550 FROM THIS POINT.
 GO0444'
 GO0444'STATION IS A STANDARD NMSHC BRASS DISK SET IN A CONCRETE MONUMENT
 GO0444'AND STAMPED 3610845010 - 1971.  IT IS 2.5 FEET SOUTH OF A METAL
 GO0444'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GO0447 ***********************************************************************
 GO0447  DESIGNATION -  3610845012
 GO0447  PID         -  GO0447
 GO0447  STATE/COUNTY-  NM/SAN JUAN
 GO0447  USGS QUAD   -  CHIMNEY ROCK (1983)
 GO0447
 GO0447                         *CURRENT SURVEY CONTROL
 GO0447  ___________________________________________________________________
 GO0447* NAD 83(1992)-  36 45 15.30306(N)    108 33 44.40260(W)     ADJUSTED  
 GO0447* NAVD 88     -      1540.1    (meters)    5053.     (feet)  VERTCON   
 GO0447  ___________________________________________________________________
 GO0447  LAPLACE CORR-          -0.37  (seconds)                    DEFLEC99
 GO0447  GEOID HEIGHT-         -21.11  (meters)                     GEOID03
 GO0447
 GO0447  HORZ ORDER  -  SECOND
 GO0447
 GO0447.The horizontal coordinates were established by classical geodetic methods
 GO0447.and adjusted by the National Geodetic Survey in December 1993..
 GO0447
 GO0447.The NAVD 88 height was computed by applying the VERTCON shift value to
 GO0447.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GO0447
 GO0447.The Laplace correction was computed from DEFLEC99 derived deflections.
 GO0447
 GO0447.The geoid height was determined by GEOID03.
 GO0447
 GO0447;                    North         East     Units Scale Factor Converg.
 GO0447;SPC NM W     -   638,459.167   764,907.116   MT  0.99996885   -0 26 10.5
 GO0447;SPC NM W     - 2,094,678.12  2,509,532.76   sFT  0.99996885   -0 26 10.5
 GO0447;UTM  12      - 4,070,382.134   717,608.751   MT  1.00018342   +1 27 33.2
 GO0447
 GO0447!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GO0447!SPC NM W     -   0.99976167  x   0.99996885  =   0.99973053
 GO0447!UTM  12      -   0.99976167  x   1.00018342  =   0.99994505
 GO0447
 GO0447:                Primary Azimuth Mark                     Grid Az
 GO0447:SPC NM W     -  3610845013                               114 17 26.7
 GO0447:UTM  12      -  3610845013                               112 23 43.0
 GO0447
 GO0447|---------------------------------------------------------------------|
 GO0447| PID    Reference Object                     Distance      Geod. Az  |
 GO0447|                                                           dddmmss.s |
 GO0447| GO0477 3610845013                          APPROX. 1.6 KM 1135116.2 |
 GO0447|---------------------------------------------------------------------|
 GO0447
 GO0447                          SUPERSEDED SURVEY CONTROL
 GO0447
 GO0447  NAD 83(1992)-  36 45 15.30313(N)    108 33 44.40331(W) AD(       ) 2
 GO0447  NAD 83(1992)-  36 45 15.30168(N)    108 33 44.40354(W) AD(       ) 2
 GO0447  NAD 83(1986)-  36 45 15.29653(N)    108 33 44.41017(W) AD(       ) 2
 GO0447  NAD 27      -  36 45 15.29406(N)    108 33 42.10970(W) AD(       ) 2
 GO0447  NGVD 29 (07/19/86) 1539.2    (m)         5050.     (f) VERT ANG       
 GO0447
 GO0447.Superseded values are not recommended for survey control.
 GO0447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GO0447.See file dsdata.txt to determine how the superseded data were derived.
 GO0447
 GO0447_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYF1760970382(NAD 83)
 GO0447_MARKER: DD = SURVEY DISK
 GO0447_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GO0447_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GO0447_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GO0447+STABILITY: SURFACE MOTION
 GO0447
 GO0447  HISTORY     - Date     Condition        Report By
 GO0447  HISTORY     - 1971     MONUMENTED       NMHD
 GO0447
 GO0447                          STATION DESCRIPTION
 GO0447
 GO0447'DESCRIBED BY NM HIGHWAY DEPT 1971 (CWW)
 GO0447'STATION IS LOCATED IN SAN JUAN COUNTY, NEW MEXICO, ON U. S. HIGHWAY
 GO0447'550, 8.5 MILES EAST OF THE JUNCTION OF U. S. HIGHWAY 550 AND U. S.
 GO0447'HIGHWAY 666 IN SHIPROCK, NEW MEXICO, AND 0.5 MILE WEST OF NMSHC
 GO0447'MILEPOST NUMBER (0321) 8.
 GO0447'
 GO0447'TO REACH STATION FROM THE POST OFFICE AT SHIPROCK, NEW MEXICO, TRAVEL
 GO0447'SOUTH ON U. S. 666 FOR 1.25 MILES TO THE JUNCTION OF U. S. HIGHWAY
 GO0447'666 AND U. S. HIGHWAY 550 AND TURN LEFT (EAST) ONTO U. S. 550.
 GO0447'TRAVEL 8.5 MILES ON U. S. 550.  STATION IS 70.6 FEET RIGHT
 GO0447'(SOUTH) OF THE CENTERLINE OF U. S. 550 FROM THIS POINT.
 GO0447'
 GO0447'STATION IS A STANDARD NMSHC BRASS DISK SET IN A CONCRETE MONUMENT AND
 GO0447'STAMPED 3610845012 - 1971.  IT IS 1.8 FEET NORTH OF A METAL WITNESS
 GO0447'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GO0477 ***********************************************************************
 GO0477  DESIGNATION -  3610845013
 GO0477  PID         -  GO0477
 GO0477  STATE/COUNTY-  NM/SAN JUAN
 GO0477  USGS QUAD   -  THE HOGBACK NORTH (1979)
 GO0477
 GO0477                         *CURRENT SURVEY CONTROL
 GO0477  ___________________________________________________________________
 GO0477* NAD 83(1992)-  36 44 54.66162(N)    108 32 46.40694(W)     ADJUSTED  
 GO0477* NAVD 88     -      1544.7    (meters)    5068.     (feet)  VERTCON   
 GO0477  ___________________________________________________________________
 GO0477  LAPLACE CORR-          -0.37  (seconds)                    DEFLEC99
 GO0477  GEOID HEIGHT-         -21.13  (meters)                     GEOID03
 GO0477
 GO0477  HORZ ORDER  -  SECOND
 GO0477
 GO0477.The horizontal coordinates were established by classical geodetic methods
 GO0477.and adjusted by the National Geodetic Survey in December 1993..
 GO0477
 GO0477.The NAVD 88 height was computed by applying the VERTCON shift value to
 GO0477.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GO0477
 GO0477.The Laplace correction was computed from DEFLEC99 derived deflections.
 GO0477
 GO0477.The geoid height was determined by GEOID03.
 GO0477
 GO0477;                    North         East     Units Scale Factor Converg.
 GO0477;SPC NM W     -   637,812.085   766,340.863   MT  0.99996658   -0 25 35.5
 GO0477;SPC NM W     - 2,092,555.15  2,514,236.65   sFT  0.99996658   -0 25 35.5
 GO0477;UTM  12      - 4,069,782.695   719,063.435   MT  1.00019125   +1 28 07.3
 GO0477
 GO0477!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GO0477!SPC NM W     -   0.99976095  x   0.99996658  =   0.99972754
 GO0477!UTM  12      -   0.99976095  x   1.00019125  =   0.99995216
 GO0477
 GO0477:                Primary Azimuth Mark                     Grid Az
 GO0477:SPC NM W     -  3610845014                               108 32 54.7
 GO0477:UTM  12      -  3610845014                               106 39 11.9
 GO0477
 GO0477|---------------------------------------------------------------------|
 GO0477| PID    Reference Object                     Distance      Geod. Az  |
 GO0477|                                                           dddmmss.s |
 GO0477| GO0478 3610845014                          455.442 METERS 1080719.2 |
 GO0477|---------------------------------------------------------------------|
 GO0477
 GO0477                          SUPERSEDED SURVEY CONTROL
 GO0477
 GO0477  NAD 83(1992)-  36 44 54.66169(N)    108 32 46.40758(W) AD(       ) 2
 GO0477  NAD 83(1992)-  36 44 54.66034(N)    108 32 46.40775(W) AD(       ) 2
 GO0477  NAD 83(1986)-  36 44 54.65502(N)    108 32 46.41464(W) AD(       ) 2
 GO0477  NAD 27      -  36 44 54.65179(N)    108 32 44.11515(W) AD(       ) 2
 GO0477  NGVD 29 (07/19/86) 1543.8    (m)         5065.     (f) VERT ANG       
 GO0477
 GO0477.Superseded values are not recommended for survey control.
 GO0477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GO0477.See file dsdata.txt to determine how the superseded data were derived.
 GO0477
 GO0477_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYF1906369783(NAD 83)
 GO0477_MARKER: DD = SURVEY DISK
 GO0477_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GO0477_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GO0477_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GO0477+STABILITY: SURFACE MOTION
 GO0477
 GO0477  HISTORY     - Date     Condition        Report By
 GO0477  HISTORY     - 1971     MONUMENTED       NMHD
 GO0477
 GO0477                          STATION DESCRIPTION
 GO0477
 GO0477'DESCRIBED BY NM HIGHWAY DEPT 1971 (CWW)
 GO0477'STATION IS LOCATED IN SAN JUAN COUNTY, NEW MEXICO, ON U. S. HIGHWAY
 GO0477'550, 8.8 MILES EAST OF THE JUNCTION OF U. S. HIGHWAY 550 AND U. S.
 GO0477'HIGHWAY 666 IN SHIPROCK, NEW MEXICO, AND 0.5 MILE WEST OF NMSHC
 GO0477'MILEPOST NUMBER (0321) 9.
 GO0477'
 GO0477'TO REACH STATION FROM THE POST OFFICE AT SHIPROCK, NEW MEXICO, TRAVEL
 GO0477'SOUTH ON U. S. 666 FOR 1.25 MILES TO THE JUNCTION OF U. S. HIGHWAY
 GO0477'666 AND U. S. HIGHWAY 550 AND TURN LEFT (EAST) ONTO U. S. 550.
 GO0477'TRAVEL 8.8 MILES ON U. S. 550.  STATION IS 72.0 FEET RIGHT (SOUTH) OF
 GO0477'THE CENTERLINE OF U. S. 550 FROM THIS POINT.
 GO0477'
 GO0477'STATION IS A STANDARD NMSHC BRASS DISK SET IN A CONCRETE MONUMENT AND
 GO0477'STAMPED 3610845013 - 1971.  IT IS 1.7 FEET NORTH OF A METAL WITNESS
 GO0477'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GO0478 ***********************************************************************
 GO0478  DESIGNATION -  3610845014
 GO0478  PID         -  GO0478
 GO0478  STATE/COUNTY-  NM/SAN JUAN
 GO0478  USGS QUAD   -  THE HOGBACK NORTH (1979)
 GO0478
 GO0478                         *CURRENT SURVEY CONTROL
 GO0478  ___________________________________________________________________
 GO0478* NAD 83(1992)-  36 44 50.06573(N)    108 32 28.95828(W)     ADJUSTED  
 GO0478* NAVD 88     -      1544.7    (meters)    5068.     (feet)  VERTCON   
 GO0478  ___________________________________________________________________
 GO0478  LAPLACE CORR-          -0.39  (seconds)                    DEFLEC99
 GO0478  GEOID HEIGHT-         -21.14  (meters)                     GEOID03
 GO0478
 GO0478  HORZ ORDER  -  SECOND
 GO0478
 GO0478.The horizontal coordinates were established by classical geodetic methods
 GO0478.and adjusted by the National Geodetic Survey in December 1993..
 GO0478
 GO0478.The NAVD 88 height was computed by applying the VERTCON shift value to
 GO0478.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GO0478
 GO0478.The Laplace correction was computed from DEFLEC99 derived deflections.
 GO0478
 GO0478.The geoid height was determined by GEOID03.
 GO0478
 GO0478;                    North         East     Units Scale Factor Converg.
 GO0478;SPC NM W     -   637,667.211   766,772.632   MT  0.99996590   -0 25 25.1
 GO0478;SPC NM W     - 2,092,079.84  2,515,653.21   sFT  0.99996590   -0 25 25.1
 GO0478;UTM  12      - 4,069,652.149   719,499.857   MT  1.00019361   +1 28 17.6
 GO0478
 GO0478!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GO0478!SPC NM W     -   0.99976095  x   0.99996590  =   0.99972686
 GO0478!UTM  12      -   0.99976095  x   1.00019361  =   0.99995452
 GO0478
 GO0478:                Primary Azimuth Mark                     Grid Az
 GO0478:SPC NM W     -  3610845015                               099 59 46.4
 GO0478:UTM  12      -  3610845015                               098 06 03.7
 GO0478
 GO0478|---------------------------------------------------------------------|
 GO0478| PID    Reference Object                     Distance      Geod. Az  |
 GO0478|                                                           dddmmss.s |
 GO0478| GO0479 3610845015                          408.441 METERS 0993421.3 |
 GO0478| GO0477 3610845013                          455.442 METERS 2880729.6 |
 GO0478|---------------------------------------------------------------------|
 GO0478
 GO0478                          SUPERSEDED SURVEY CONTROL
 GO0478
 GO0478  NAD 83(1992)-  36 44 50.06581(N)    108 32 28.95891(W) AD(       ) 2
 GO0478  NAD 83(1992)-  36 44 50.06449(N)    108 32 28.95908(W) AD(       ) 2
 GO0478  NAD 83(1986)-  36 44 50.05911(N)    108 32 28.96602(W) AD(       ) 2
 GO0478  NAD 27      -  36 44 50.05553(N)    108 32 26.66627(W) AD(       ) 2
 GO0478  NGVD 29 (07/19/86) 1543.8    (m)         5065.     (f) VERT ANG       
 GO0478
 GO0478.Superseded values are not recommended for survey control.
 GO0478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GO0478.See file dsdata.txt to determine how the superseded data were derived.
 GO0478
 GO0478_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYF1950069652(NAD 83)
 GO0478_MARKER: DD = SURVEY DISK
 GO0478_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GO0478_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GO0478_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GO0478+STABILITY: SURFACE MOTION
 GO0478
 GO0478  HISTORY     - Date     Condition        Report By
 GO0478  HISTORY     - 1971     MONUMENTED       NMHD
 GO0478
 GO0478                          STATION DESCRIPTION
 GO0478
 GO0478'DESCRIBED BY NM HIGHWAY DEPT 1971 (CWW)
 GO0478'STATION IS LOCATED IN SAN JUAN COUNTY, NEW MEXICO, ON U. S. HIGHWAY
 GO0478'550, 9.1 MILES EAST OF THE JUNCTION OF U. S. HIGHWAY 550 AND U. S.
 GO0478'HIGHWAY 666 IN SHIPROCK, NEW MEXICO, AND 0.15 MILE WEST OF NMSHC
 GO0478'MILEPOST NUMBER (0321) 9.
 GO0478'
 GO0478'TO REACH THE STATION FROM THE POST OFFICE AT SHIPROCK, NEW MEXICO,
 GO0478'TRAVEL SOUTH ON U. S. 666 FOR 1.25 MILES TO THE JUNCTION OF U. S.
 GO0478'HIGHWAY 666 AND U. S. HIGHWAY 550 AND TURN LEFT (EAST) ONTO U. S.
 GO0478'550.  TRAVEL 9.1 MILES ON U. S. 550.  STATION IS 74.3 FEET RIGHT
 GO0478'(SOUTH) OF THE CENTERLINE OF U. S. 550 FROM THIS POINT.
 GO0478'
 GO0478'STATION IS A STANDARD NMSHC BRASS DISK SET IN A CONCRETE MONUMENT
 GO0478'AND STAMPED 3610845014 - 1971.  IT IS 1.6 FEET SOUTH OF A METAL
 GO0478'WITNESS POST AND 0.6 FEET NORTH OF THE RIGHT-OF-WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GO0479 ***********************************************************************
 GO0479  DESIGNATION -  3610845015
 GO0479  PID         -  GO0479
 GO0479  STATE/COUNTY-  NM/SAN JUAN
 GO0479  USGS QUAD   -  THE HOGBACK NORTH (1979)
 GO0479
 GO0479                         *CURRENT SURVEY CONTROL
 GO0479  ___________________________________________________________________
 GO0479* NAD 83(1992)-  36 44 47.86199(N)    108 32 12.72295(W)     ADJUSTED  
 GO0479* NAVD 88     -      1531.3    (meters)    5024.     (feet)  VERTCON   
 GO0479  ___________________________________________________________________
 GO0479  LAPLACE CORR-          -0.38  (seconds)                    DEFLEC99
 GO0479  GEOID HEIGHT-         -21.14  (meters)                     GEOID03
 GO0479
 GO0479  HORZ ORDER  -  SECOND
 GO0479
 GO0479.The horizontal coordinates were established by classical geodetic methods
 GO0479.and adjusted by the National Geodetic Survey in December 1993..
 GO0479
 GO0479.The NAVD 88 height was computed by applying the VERTCON shift value to
 GO0479.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GO0479
 GO0479.The Laplace correction was computed from DEFLEC99 derived deflections.
 GO0479
 GO0479.The geoid height was determined by GEOID03.
 GO0479
 GO0479;                    North         East     Units Scale Factor Converg.
 GO0479;SPC NM W     -   637,596.315   767,174.859   MT  0.99996528   -0 25 15.3
 GO0479;SPC NM W     - 2,091,847.24  2,516,972.85   sFT  0.99996528   -0 25 15.3
 GO0479;UTM  12      - 4,069,594.580   719,904.302   MT  1.00019580   +1 28 27.2
 GO0479
 GO0479!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GO0479!SPC NM W     -   0.99976306  x   0.99996528  =   0.99972834
 GO0479!UTM  12      -   0.99976306  x   1.00019580  =   0.99995881
 GO0479
 GO0479:                Primary Azimuth Mark                     Grid Az
 GO0479:SPC NM W     -  3610845016                               053 51 45.8
 GO0479:UTM  12      -  3610845016                               051 58 03.3
 GO0479
 GO0479|---------------------------------------------------------------------|
 GO0479| PID    Reference Object                     Distance      Geod. Az  |
 GO0479|                                                           dddmmss.s |
 GO0479| GO0448 3610845016                          APPROX. 1.6 KM 0532630.5 |
 GO0479| GO0478 3610845014                          408.441 METERS 2793431.0 |
 GO0479|---------------------------------------------------------------------|
 GO0479
 GO0479                          SUPERSEDED SURVEY CONTROL
 GO0479
 GO0479  NAD 83(1992)-  36 44 47.86208(N)    108 32 12.72357(W) AD(       ) 2
 GO0479  NAD 83(1992)-  36 44 47.86079(N)    108 32 12.72374(W) AD(       ) 2
 GO0479  NAD 83(1986)-  36 44 47.85535(N)    108 32 12.73073(W) AD(       ) 2
 GO0479  NAD 27      -  36 44 47.85135(N)    108 32 10.43079(W) AD(       ) 2
 GO0479  NGVD 29 (07/19/86) 1530.4    (m)         5021.     (f) VERT ANG       
 GO0479
 GO0479.Superseded values are not recommended for survey control.
 GO0479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GO0479.See file dsdata.txt to determine how the superseded data were derived.
 GO0479
 GO0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYF1990469595(NAD 83)
 GO0479_MARKER: DD = SURVEY DISK
 GO0479_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GO0479_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GO0479_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GO0479+STABILITY: SURFACE MOTION
 GO0479
 GO0479  HISTORY     - Date     Condition        Report By
 GO0479  HISTORY     - 1971     MONUMENTED       NMHD
 GO0479
 GO0479                          STATION DESCRIPTION
 GO0479
 GO0479'DESCRIBED BY NM HIGHWAY DEPT 1971 (CWW)
 GO0479'STATION IS LOCATED IN SAN JUAN COUNTY, NEW MEXICO, ON U. S. HIGHWAY
 GO0479'550, 10.1 MILES EAST OF THE JUNCTION OF U. S. HIGHWAY 550 AND U. S.
 GO0479'HIGHWAY 666 IN SHIPROCK, NEW MEXICO, AND 0.98 MILE WEST OF NMSHC
 GO0479'MILEPOST NUMBER (0321) 10.
 GO0479'
 GO0479'TO REACH STATION FROM THE POST OFFICE AT SHIPROCK, NEW MEXICO, TRAVEL
 GO0479'SOUTH ON U. S. 666 FOR 1.25 MILES TO THE JUNCTION OF U. S. HIGHWAY
 GO0479'666 AND U. S. HIGHWAY 550 AND TURN LEFT (EAST) ONTO U. S. 550.
 GO0479'TRAVEL 10.1 MILES ON U. S. 550.  STATION IS 55.3 FEET RIGHT (SOUTH)
 GO0479'OF THE CENTERLINE OF U. S. 550 FROM THIS POINT.
 GO0479'
 GO0479'STATION IS A STANDARD NMSHC BRASS DISK SET IN A CONCRETE MONUMENT AND
 GO0479'STAMPED 3610845015 - 1971.  IT IS 1.3 FEET NORTH OF A METAL WITNESS
 GO0479'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GO0448 ***********************************************************************
 GO0448  DESIGNATION -  3610845016
 GO0448  PID         -  GO0448
 GO0448  STATE/COUNTY-  NM/SAN JUAN
 GO0448  USGS QUAD   -  CHIMNEY ROCK (1983)
 GO0448
 GO0448                         *CURRENT SURVEY CONTROL
 GO0448  ___________________________________________________________________
 GO0448* NAD 83(1992)-  36 45 19.18073(N)    108 31 20.22982(W)     ADJUSTED  
 GO0448* NAVD 88     -      1539.5    (meters)    5051.     (feet)  VERTCON   
 GO0448  ___________________________________________________________________
 GO0448  LAPLACE CORR-          -0.39  (seconds)                    DEFLEC99
 GO0448  GEOID HEIGHT-         -21.12  (meters)                     GEOID03
 GO0448
 GO0448  HORZ ORDER  -  SECOND
 GO0448
 GO0448.The horizontal coordinates were established by classical geodetic methods
 GO0448.and adjusted by the National Geodetic Survey in December 1993..
 GO0448
 GO0448.The NAVD 88 height was computed by applying the VERTCON shift value to
 GO0448.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GO0448
 GO0448.The Laplace correction was computed from DEFLEC99 derived deflections.
 GO0448
 GO0448.The geoid height was determined by GEOID03.
 GO0448
 GO0448;                    North         East     Units Scale Factor Converg.
 GO0448;SPC NM W     -   638,552.213   768,483.935   MT  0.99996327   -0 24 44.2
 GO0448;SPC NM W     - 2,094,983.39  2,521,267.71   sFT  0.99996327   -0 24 44.2
 GO0448;UTM  12      - 4,070,593.487   721,181.346   MT  1.00020274   +1 28 59.7
 GO0448
 GO0448!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GO0448!SPC NM W     -   0.99976177  x   0.99996327  =   0.99972505
 GO0448!UTM  12      -   0.99976177  x   1.00020274  =   0.99996446
 GO0448
 GO0448:                Primary Azimuth Mark                     Grid Az
 GO0448:SPC NM W     -  3610845017                               068 08 52.6
 GO0448:UTM  12      -  3610845017                               066 15 08.7
 GO0448
 GO0448|---------------------------------------------------------------------|
 GO0448| PID    Reference Object                     Distance      Geod. Az  |
 GO0448|                                                           dddmmss.s |
 GO0448| GO0449 3610845017                          APPROX. 1.4 KM 0674408.4 |
 GO0448|---------------------------------------------------------------------|
 GO0448
 GO0448                          SUPERSEDED SURVEY CONTROL
 GO0448
 GO0448  NAD 83(1992)-  36 45 19.18090(N)    108 31 20.23040(W) AD(       ) 2
 GO0448  NAD 83(1992)-  36 45 19.17967(N)    108 31 20.23066(W) AD(       ) 2
 GO0448  NAD 83(1986)-  36 45 19.17404(N)    108 31 20.23751(W) AD(       ) 2
 GO0448  NAD 27      -  36 45 19.17083(N)    108 31 17.93888(W) AD(       ) 2
 GO0448  NGVD 29 (07/19/86) 1538.6    (m)         5048.     (f) VERT ANG       
 GO0448
 GO0448.Superseded values are not recommended for survey control.
 GO0448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GO0448.See file dsdata.txt to determine how the superseded data were derived.
 GO0448
 GO0448_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYF2118170593(NAD 83)
 GO0448_MARKER: DD = SURVEY DISK
 GO0448_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GO0448_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GO0448_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GO0448+STABILITY: SURFACE MOTION
 GO0448
 GO0448  HISTORY     - Date     Condition        Report By
 GO0448  HISTORY     - 1971     MONUMENTED       NMHD
 GO0448
 GO0448                          STATION DESCRIPTION
 GO0448
 GO0448'DESCRIBED BY NM HIGHWAY DEPT 1971 (CWW)
 GO0448'STATION IS LOCATED IN SAN JUAN COUNTY, NEW MEXICO, ON U. S. HIGHWAY
 GO0448'550, 10.9 MILES EAST OF THE JUNCTION OF U. S. HIGHWAY 550 AND U. S.
 GO0448'HIGHWAY 666 IN SHIPROCK, NEW MEXICO, AND 0.9 MILE WEST OF NMSHC
 GO0448'MILEPOST NUMBER (0321) 11.
 GO0448'
 GO0448'TO REACH STATION FROM THE POST OFFICE AT SHIPROCK, NEW MEXICO, TRAVEL
 GO0448'SOUTH ON U. S. 666 FOR 1.25 MILES TO THE JUNCTION OF U. S. HIGHWAY
 GO0448'666 AND U. S. HIGHWAY 550 AND TURN LEFT (EAST) ONTO U. S. 550.
 GO0448'TRAVEL 10.9 MILES ON U. S. 550.  STATION IS 58.6 FEET LEFT (NORTH) OF
 GO0448'THE CENTERLINE OF U. S. 550 FROM THIS POINT.
 GO0448'
 GO0448'STATION IS A STANDARD NMSHC BRASS DISK SET IN A CONCRETE MONUMENT AND
 GO0448'STAMPED 3610845016 - 1971.  IT IS 1.6 FEET SOUTH OF A METAL WITNESS
 GO0448'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GO0449 ***********************************************************************
 GO0449  DESIGNATION -  3610845017
 GO0449  PID         -  GO0449
 GO0449  STATE/COUNTY-  NM/SAN JUAN
 GO0449  USGS QUAD   -  CHIMNEY ROCK (1983)
 GO0449
 GO0449                         *CURRENT SURVEY CONTROL
 GO0449  ___________________________________________________________________
 GO0449* NAD 83(1992)-  36 45 36.35974(N)    108 30 28.06951(W)     ADJUSTED  
 GO0449* NAVD 88     -      1543.5    (meters)    5064.     (feet)  VERTCON   
 GO0449  ___________________________________________________________________
 GO0449  LAPLACE CORR-          -0.38  (seconds)                    DEFLEC99
 GO0449  GEOID HEIGHT-         -21.11  (meters)                     GEOID03
 GO0449
 GO0449  HORZ ORDER  -  SECOND
 GO0449
 GO0449.The horizontal coordinates were established by classical geodetic methods
 GO0449.and adjusted by the National Geodetic Survey in December 1993..
 GO0449
 GO0449.The NAVD 88 height was computed by applying the VERTCON shift value to
 GO0449.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GO0449
 GO0449.The Laplace correction was computed from DEFLEC99 derived deflections.
 GO0449
 GO0449.The geoid height was determined by GEOID03.
 GO0449
 GO0449;                    North         East     Units Scale Factor Converg.
 GO0449;SPC NM W     -   639,072.526   769,781.392   MT  0.99996133   -0 24 13.2
 GO0449;SPC NM W     - 2,096,690.45  2,525,524.45   sFT  0.99996133   -0 24 13.2
 GO0449;UTM  12      - 4,071,156.571   722,461.194   MT  1.00020973   +1 29 31.6
 GO0449
 GO0449!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GO0449!SPC NM W     -   0.99976114  x   0.99996133  =   0.99972248
 GO0449!UTM  12      -   0.99976114  x   1.00020973  =   0.99997082
 GO0449
 GO0449:                Primary Azimuth Mark                     Grid Az
 GO0449:SPC NM W     -  3610815001                               091 13 47.3
 GO0449:UTM  12      -  3610815001                               089 20 02.5
 GO0449
 GO0449|---------------------------------------------------------------------|
 GO0449| PID    Reference Object                     Distance      Geod. Az  |
 GO0449|                                                           dddmmss.s |
 GO0449| GO0404 3610815001                          APPROX. 1.8 KM 0904934.1 |
 GO0449|---------------------------------------------------------------------|
 GO0449
 GO0449                          SUPERSEDED SURVEY CONTROL
 GO0449
 GO0449  NAD 83(1992)-  36 45 36.35996(N)    108 30 28.07005(W) AD(       ) 2
 GO0449  NAD 83(1992)-  36 45 36.35881(N)    108 30 28.07038(W) AD(       ) 2
 GO0449  NAD 83(1986)-  36 45 36.35299(N)    108 30 28.07717(W) AD(       ) 2
 GO0449  NAD 27      -  36 45 36.34985(N)    108 30 25.77966(W) AD(       ) 2
 GO0449  NGVD 29 (07/19/86) 1542.6    (m)         5061.     (f) VERT ANG       
 GO0449
 GO0449.Superseded values are not recommended for survey control.
 GO0449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GO0449.See file dsdata.txt to determine how the superseded data were derived.
 GO0449
 GO0449_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYF2246171157(NAD 83)
 GO0449_MARKER: DD = SURVEY DISK
 GO0449_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GO0449_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GO0449_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GO0449+STABILITY: SURFACE MOTION
 GO0449
 GO0449  HISTORY     - Date     Condition        Report By
 GO0449  HISTORY     - 1971     MONUMENTED       NMHD
 GO0449
 GO0449                          STATION DESCRIPTION
 GO0449
 GO0449'DESCRIBED BY NM HIGHWAY DEPT 1971 (CWW)
 GO0449'STATION IS LOCATED IN SAN JUAN COUNTY, NEW MEXICO, ON U. S. HIGHWAY
 GO0449'550, 12.0 MILES EAST OF THE JUNCTION OF U. S. HIGHWAY 550 AND U. S.
 GO0449'HIGHWAY 666 IN SHIPROCK, NEW MEXICO, AND 0.1 MILE WEST OF NMSHC
 GO0449'MILEPOST NUMBER (0321) 11.
 GO0449'
 GO0449'TO REACH STATION FROM THE POST OFFICE AT SHIPROCK, NEW MEXICO, TRAVEL
 GO0449'SOUTH ON U. S. 666 FOR 1.25 MILES TO THE JUNCTION OF U. S. HIGHWAY
 GO0449'666 AND U. S. HIGHWAY 550.  TURN LEFT (EAST) ONTO U. S. 550 AND
 GO0449'TRAVEL 12.0 MILES.  STATION IS 62.0 FEET LEFT (NORTH) OF THE
 GO0449'CENTERLINE OF U. S. 550 FROM THIS POINT.
 GO0449'
 GO0449'STATION IS A STANDARD NMSHC BRASS DISK SET IN A CONCRETE MONUMENT AND
 GO0449'STAMPED 3610845017 - 1971.  IT IS 1.8 FEET SOUTH OF A METAL WITNESS
 GO0449'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GO0480 ***********************************************************************
 GO0480  DESIGNATION -  3610845018
 GO0480  PID         -  GO0480
 GO0480  STATE/COUNTY-  NM/SAN JUAN
 GO0480  USGS QUAD   -  THE HOGBACK NORTH (1979)
 GO0480
 GO0480                         *CURRENT SURVEY CONTROL
 GO0480  ___________________________________________________________________
 GO0480* NAD 83(1992)-  36 44 07.07513(N)    108 32 08.93616(W)     ADJUSTED  
 GO0480* NAVD 88     -      1596.5    (meters)    5238.     (feet)  VERTCON   
 GO0480  ___________________________________________________________________
 GO0480  LAPLACE CORR-          -0.33  (seconds)                    DEFLEC99
 GO0480  GEOID HEIGHT-         -21.16  (meters)                     GEOID03
 GO0480
 GO0480  HORZ ORDER  -  SECOND
 GO0480
 GO0480.The horizontal coordinates were established by classical geodetic methods
 GO0480.and adjusted by the National Geodetic Survey in December 1993..
 GO0480
 GO0480.The NAVD 88 height was computed by applying the VERTCON shift value to
 GO0480.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GO0480
 GO0480.The Laplace correction was computed from DEFLEC99 derived deflections.
 GO0480
 GO0480.The geoid height was determined by GEOID03.
 GO0480
 GO0480;                    North         East     Units Scale Factor Converg.
 GO0480;SPC NM W     -   636,338.416   767,259.572   MT  0.99996515   -0 25 12.7
 GO0480;SPC NM W     - 2,087,720.29  2,517,250.78   sFT  0.99996515   -0 25 12.7
 GO0480;UTM  12      - 4,068,339.881   720,030.591   MT  1.00019648   +1 28 28.1
 GO0480
 GO0480!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GO0480!SPC NM W     -   0.99975283  x   0.99996515  =   0.99971799
 GO0480!UTM  12      -   0.99975283  x   1.00019648  =   0.99994926
 GO0480
 GO0480:                Primary Azimuth Mark                     Grid Az
 GO0480:SPC NM W     -  3610845014                               339 52 28.1
 GO0480:UTM  12      -  3610845014                               337 58 47.3
 GO0480
 GO0480|---------------------------------------------------------------------|
 GO0480| PID    Reference Object                     Distance      Geod. Az  |
 GO0480|                                                           dddmmss.s |
 GO0480| GO0478 3610845014                          APPROX. 1.4 KM 3392715.4 |
 GO0480|---------------------------------------------------------------------|
 GO0480
 GO0480                          SUPERSEDED SURVEY CONTROL
 GO0480
 GO0480  NAD 83(1992)-  36 44 07.07518(N)    108 32 08.93674(W) AD(       ) 2
 GO0480  NAD 83(1992)-  36 44 07.07389(N)    108 32 08.93681(W) AD(       ) 2
 GO0480  NAD 83(1986)-  36 44 07.06852(N)    108 32 08.94400(W) AD(       ) 2
 GO0480  NAD 27      -  36 44 07.06459(N)    108 32 06.64510(W) AD(       ) 2
 GO0480  NGVD 29 (07/19/86) 1595.6    (m)         5235.     (f) VERT ANG       
 GO0480
 GO0480.Superseded values are not recommended for survey control.
 GO0480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GO0480.See file dsdata.txt to determine how the superseded data were derived.
 GO0480
 GO0480_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYF2003168340(NAD 83)
 GO0480_MARKER: DD = SURVEY DISK
 GO0480_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GO0480_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GO0480_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GO0480+STABILITY: SURFACE MOTION
 GO0480
 GO0480  HISTORY     - Date     Condition        Report By
 GO0480  HISTORY     - 1971     MONUMENTED       NMHD
 GO0480
 GO0480                          STATION DESCRIPTION
 GO0480
 GO0480'DESCRIBED BY NM HIGHWAY DEPT 1971 (CWW)
 GO0480'STATION IS IN SAN JUAN COUNTY, NEW MEXICO, 8.5 MILES EAST OF
 GO0480'SHIPROCK,NEW MEXICO, IN THE SW 1/4 OF SECTION 9, T 29N, R16W, ON THE
 GO0480'TOE SLOPES OF THE HOGBACK MOUNTAIN SOUTH OF U. S. HIGHWAY 550.
 GO0480'
 GO0480'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 550 AND
 GO0480'U. S. HIGHWAY 666 IN SHIPROCK, NEW MEXICO, TRAVEL 8.5 MILES EAST ON
 GO0480'U. S. 550 TO WHAT IS KNOWN AS THE HOGBACK, AND A DIRT ROAD TO THE
 GO0480'RIGHT (SOUTH).  TURN RIGHT (SOUTH) ONTO THE DIRT ROAD (FORMERLY
 GO0480'U. S. 550) AND TRAVEL 0.1 MILE TO A DIRT ROAD ON THE LEFT
 GO0480'(SOUTHEAST) WHICH FORDS THE SAN JUAN RIVER.  TURN LEFT
 GO0480'(SOUTHEAST) AND TRAVEL 0.8 MILE TO AN INTERSECTION WITH ANOTHER
 GO0480'DIRT ROAD.  TAKE THE POWER LINE ROAD HEADING SOUTH-SOUTHEAST 0.5
 GO0480'MILE TO THE TOP OF THE TOP OF THE MESA AND A DIRT ROAD RIGHT.  TURN
 GO0480'RIGHT (EAST) ONTO THE DIRT ROAD AND TRAVEL 0.2 MILE TO A TURNOFF
 GO0480'LEFT (NORTH).  TURN LEFT (NORTH) AND TRAVEL 0.35 MILE TO THE EDGE
 GO0480'OF THE MESA AND STATION.
 GO0480'
 GO0480'STATION IS A STANDARD NMSHC BRASS DISK SET IN A CONCRETE MONUMENT
 GO0480'AND STAMPED 3610845018 - 1971.  IT IS 2.0 FEET NORTH OF A METAL
 GO0480'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GO0481 ***********************************************************************
 GO0481  DESIGNATION -  3610845019
 GO0481  PID         -  GO0481
 GO0481  STATE/COUNTY-  NM/SAN JUAN
 GO0481  USGS QUAD   -  THE HOGBACK NORTH (1979)
 GO0481
 GO0481                         *CURRENT SURVEY CONTROL
 GO0481  ___________________________________________________________________
 GO0481* NAD 83(1992)-  36 44 49.34610(N)    108 35 15.53408(W)     ADJUSTED  
 GO0481* NAVD 88     -      1569.1    (meters)    5148.     (feet)  VERTCON   
 GO0481  ___________________________________________________________________
 GO0481  LAPLACE CORR-          -0.74  (seconds)                    DEFLEC99
 GO0481  GEOID HEIGHT-         -21.12  (meters)                     GEOID03
 GO0481
 GO0481  HORZ ORDER  -  SECOND
 GO0481
 GO0481.The horizontal coordinates were established by classical geodetic methods
 GO0481.and adjusted by the National Geodetic Survey in December 1993..
 GO0481
 GO0481.The NAVD 88 height was computed by applying the VERTCON shift value to
 GO0481.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GO0481
 GO0481.The Laplace correction was computed from DEFLEC99 derived deflections.
 GO0481
 GO0481.The geoid height was determined by GEOID03.
 GO0481
 GO0481;                    North         East     Units Scale Factor Converg.
 GO0481;SPC NM W     -   637,676.579   762,640.448   MT  0.99997255   -0 27 04.7
 GO0481;SPC NM W     - 2,092,110.58  2,502,096.20   sFT  0.99997255   -0 27 04.7
 GO0481;UTM  12      - 4,069,524.830   715,368.743   MT  1.00017147   +1 26 37.8
 GO0481
 GO0481!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GO0481!SPC NM W     -   0.99975712  x   0.99997255  =   0.99972968
 GO0481!UTM  12      -   0.99975712  x   1.00017147  =   0.99992855
 GO0481
 GO0481:                Primary Azimuth Mark                     Grid Az
 GO0481:SPC NM W     -  3610845010                               017 18 03.1
 GO0481:UTM  12      -  3610845010                               015 24 20.6
 GO0481
 GO0481|---------------------------------------------------------------------|
 GO0481| PID    Reference Object                     Distance      Geod. Az  |
 GO0481|                                                           dddmmss.s |
 GO0481| GO0444 3610845010                          APPROX. 1.9 KM 0165058.4 |
 GO0481|---------------------------------------------------------------------|
 GO0481
 GO0481                          SUPERSEDED SURVEY CONTROL
 GO0481
 GO0481  NAD 83(1992)-  36 44 49.34607(N)    108 35 15.53486(W) AD(       ) 2
 GO0481  NAD 83(1992)-  36 44 49.34448(N)    108 35 15.53500(W) AD(       ) 2
 GO0481  NAD 83(1986)-  36 44 49.33968(N)    108 35 15.54160(W) AD(       ) 2
 GO0481  NAD 27      -  36 44 49.33682(N)    108 35 13.23847(W) AD(       ) 2
 GO0481  NGVD 29 (07/19/86) 1568.2    (m)         5145.     (f) VERT ANG       
 GO0481
 GO0481.Superseded values are not recommended for survey control.
 GO0481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GO0481.See file dsdata.txt to determine how the superseded data were derived.
 GO0481
 GO0481_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYF1536969525(NAD 83)
 GO0481_MARKER: DD = SURVEY DISK
 GO0481_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GO0481_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GO0481_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GO0481+STABILITY: SURFACE MOTION
 GO0481
 GO0481  HISTORY     - Date     Condition        Report By
 GO0481  HISTORY     - 1971     MONUMENTED       NMHD
 GO0481
 GO0481                          STATION DESCRIPTION
 GO0481
 GO0481'DESCRIBED BY NM HIGHWAY DEPT 1971 (CWW)
 GO0481'STATION IS LOCATED IN SAN JUAN COUNTY, NEW MEXICO, IN THE NW 1/4
 GO0481'OF SECTION 12, T 29N, R16W, ON SOME BLUFFS SKIRTED BY THE SAN JUAN
 GO0481'RIVER AND SOUTH OF THE SAN JUAN RIVER, 7.5 AIR MILES SOUTH-EAST OF
 GO0481'SHIPROCK, NEW MEXICO.
 GO0481'
 GO0481'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 550 AND
 GO0481'U. S. HIGHWAY 666 IN SHIPROCK, NEW MEXICO, TRAVEL EAST ON U. S. 550
 GO0481'8.5 MILES TO WHAT IS KNOWN AS THE HOGBACK, AND A DIRT ROAD TO THE
 GO0481'RIGHT (SOUTH).  TURN RIGHT (SOUTH) ONTO THE DIRT ROAD (FORMERLY
 GO0481'U. S. 550) AND TRAVEL 0.1 MILE TO A DIRT ROAD ON THE LEFT
 GO0481'(SOUTHEAST) WHICH FORDS THE SAN JUAN RIVER.  TURN LEFT (SOUTHEAST)
 GO0481'AND TRAVEL 0.8 MILE TO AN INTERSECTION WITH ANOTHER DIRT ROAD.  TAKE
 GO0481'THE POWER LINE ROAD HEADING SOUTH-SOUTHEAST 0.5 MILE TO THE TOP OF
 GO0481'THE MESA.  BEAR RIGHT ON THE MAIN DIRT ROAD 2.75 MILES, CROSSING
 GO0481'AN IRRIGATION CANAL, TO THE TOP OF A SECONDARY MESA.
 GO0481'CONTINUE 0.4 MILE TO A TURNOFF RIGHT (NORTH).  TURN RIGHT (NORTH) AND
 GO0481'TRAVEL 0.35 MILE TO THE EDGE OF THE MESA AND STATION.
 GO0481'
 GO0481'STATION IS A STANDARD NMSHC BRASS DISK SET IN A CONCRETE MONUMENT
 GO0481'AND STAMPED 3610845019 - 1971.  IT IS 3.0 FEET NORTHEAST OF A METAL
 GO0481'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GO0455 ***********************************************************************
 GO0455  DESIGNATION -  3610845020
 GO0455  PID         -  GO0455
 GO0455  STATE/COUNTY-  NM/SAN JUAN
 GO0455  USGS QUAD   -  SHIPROCK (1983)
 GO0455
 GO0455                         *CURRENT SURVEY CONTROL
 GO0455  ___________________________________________________________________
 GO0455* NAD 83(1992)-  36 45 54.95910(N)    108 38 13.76078(W)     ADJUSTED  
 GO0455* NAVD 88     -      1560.3    (meters)    5119.     (feet)  VERTCON   
 GO0455  ___________________________________________________________________
 GO0455  LAPLACE CORR-          -0.82  (seconds)                    DEFLEC99
 GO0455  GEOID HEIGHT-         -21.05  (meters)                     GEOID03
 GO0455
 GO0455  HORZ ORDER  -  SECOND
 GO0455
 GO0455.The horizontal coordinates were established by classical geodetic methods
 GO0455.and adjusted by the National Geodetic Survey in December 1993..
 GO0455
 GO0455.The NAVD 88 height was computed by applying the VERTCON shift value to
 GO0455.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GO0455
 GO0455.The Laplace correction was computed from DEFLEC99 derived deflections.
 GO0455
 GO0455.The geoid height was determined by GEOID03.
 GO0455
 GO0455;                    North         East     Units Scale Factor Converg.
 GO0455;SPC NM W     -   639,735.011   758,236.387   MT  0.99998009   -0 28 52.1
 GO0455;SPC NM W     - 2,098,863.95  2,487,647.21   sFT  0.99998009   -0 28 52.1
 GO0455;UTM  12      - 4,071,436.814   710,898.185   MT  1.00014799   +1 24 53.2
 GO0455
 GO0455!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GO0455!SPC NM W     -   0.99975850  x   0.99998009  =   0.99973859
 GO0455!UTM  12      -   0.99975850  x   1.00014799  =   0.99990645
 GO0455
 GO0455:                Primary Azimuth Mark                     Grid Az
 GO0455:SPC NM W     -  3610845007                               027 52 08.1
 GO0455:UTM  12      -  3610845007                               025 58 22.8
 GO0455
 GO0455|---------------------------------------------------------------------|
 GO0455| PID    Reference Object                     Distance      Geod. Az  |
 GO0455|                                                           dddmmss.s |
 GO0455| GO0453 3610845007                          APPROX. 1.9 KM 0272316.0 |
 GO0455|---------------------------------------------------------------------|
 GO0455
 GO0455                          SUPERSEDED SURVEY CONTROL
 GO0455
 GO0455  NAD 83(1992)-  36 45 54.95904(N)    108 38 13.76175(W) AD(       ) 2
 GO0455  NAD 83(1992)-  36 45 54.95716(N)    108 38 13.76202(W) AD(       ) 2
 GO0455  NAD 83(1986)-  36 45 54.95285(N)    108 38 13.76786(W) AD(       ) 2
 GO0455  NAD 27      -  36 45 54.95304(N)    108 38 11.46038(W) AD(       ) 2
 GO0455  NGVD 29 (07/19/86) 1559.4    (m)         5116.     (f) VERT ANG       
 GO0455
 GO0455.Superseded values are not recommended for survey control.
 GO0455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GO0455.See file dsdata.txt to determine how the superseded data were derived.
 GO0455
 GO0455_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYF1089871437(NAD 83)
 GO0455_MARKER: DD = SURVEY DISK
 GO0455_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GO0455_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GO0455_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GO0455+STABILITY: SURFACE MOTION
 GO0455
 GO0455  HISTORY     - Date     Condition        Report By
 GO0455  HISTORY     - 1971     MONUMENTED       NMHD
 GO0455
 GO0455                          STATION DESCRIPTION
 GO0455
 GO0455'DESCRIBED BY NM HIGHWAY DEPT 1971 (CWW)
 GO0455'STATION IS LOCATED IN SAN JUAN COUNTY, NEW MEXICO, IN THE SE 1/4
 GO0455'OF SECTION 33, T 29N, R17W, NEAR THE TOWN OF SHIPROCK, NEW MEXICO.
 GO0455'
 GO0455'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 550 AND
 GO0455'U. S. HIGHWAY 666 IN SHIPROCK, NEW MEXICO, TRAVEL 8.5 MILES EAST ON
 GO0455'U. S. 550 TO WHAT IS KNOWN AS THE HOGBACK, AND A DIRT ROAD RIGHT
 GO0455'(SOUTH).  TURN RIGHT (SOUTH) ONTO THE DIRT ROAD AND TRAVEL 0.1
 GO0455'MILE TO A DIRT ROAD LEFT (SOUTHEAST) WHICH FORDS THE SAN JUAN
 GO0455'RIVER.  TURN LEFT (SOUTHEAST) ONTO THE DIRT ROAD AND TRAVEL 0.8 MILE
 GO0455'TO AN INTERSECTION WITH ANOTHER DIRT ROAD.  TAKE THE POWER
 GO0455'LINE ROAD HEADING SOUTH-SOUTHEAST 0.5 MILE TO THE TOP OF THE
 GO0455'MESA.  BEAR RIGHT ON THE MAIN DIRT ROAD 2.75 MILES, CROSSING AN
 GO0455'IRRIGATION CANAL, TO THE TOP OF A SECONDARY MASA.  BEAR RIGHT ON
 GO0455'THE MAIN ROAD 0.3 MILE TO A FORK.  FOLLOW THE LEFT FORK AND
 GO0455'CONTINUE ON THE MAIN ROAD 1.55 MILE TO A FORK.  FOLLOW THE LEFT
 GO0455'FORK 0.4 MILE TO THE TOP OF A RIDGE AND ANOTHER FORK.  FOLLOW
 GO0455'THE RIGHT FORK 1.2 MILE TO THE TOP OF A SMALL HILL AND STATION.
 GO0455'
 GO0455'STATION IS A STANDARD NMSHC BRASS DISK SET IN A CONCRETE MONUMENT
 GO0455'AND STAMPED 3610845020 - 1971.  IT IS 3.0 FEET NORTHEAST OF A METAL
 GO0455'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GO0466 ***********************************************************************
 GO0466  DESIGNATION -  3610845021
 GO0466  PID         -  GO0466
 GO0466  STATE/COUNTY-  NM/SAN JUAN
 GO0466  USGS QUAD   -  SHIPROCK (1983)
 GO0466
 GO0466                         *CURRENT SURVEY CONTROL
 GO0466  ___________________________________________________________________
 GO0466* NAD 83(1992)-  36 46 48.26919(N)    108 41 37.74076(W)     ADJUSTED  
 GO0466* NAVD 88     -      1504.2    (meters)    4935.     (feet)  VERTCON   
 GO0466  ___________________________________________________________________
 GO0466  LAPLACE CORR-          -0.84  (seconds)                    DEFLEC99
 GO0466  GEOID HEIGHT-         -20.99  (meters)                     GEOID03
 GO0466
 GO0466  HORZ ORDER  -  SECOND
 GO0466
 GO0466.The horizontal coordinates were established by classical geodetic methods
 GO0466.and adjusted by the National Geodetic Survey in December 1993..
 GO0466
 GO0466.The NAVD 88 height was computed by applying the VERTCON shift value to
 GO0466.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GO0466
 GO0466.The Laplace correction was computed from DEFLEC99 derived deflections.
 GO0466
 GO0466.The geoid height was determined by GEOID03.
 GO0466
 GO0466;                    North         East     Units Scale Factor Converg.
 GO0466;SPC NM W     -   641,422.240   753,192.470   MT  0.99998932   -0 30 54.8
 GO0466;SPC NM W     - 2,104,399.47  2,471,098.96   sFT  0.99998932   -0 30 54.8
 GO0466;UTM  12      - 4,072,956.447   705,800.435   MT  1.00012181   +1 22 52.7
 GO0466
 GO0466!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GO0466!SPC NM W     -   0.99976729  x   0.99998932  =   0.99975661
 GO0466!UTM  12      -   0.99976729  x   1.00012181  =   0.99988907
 GO0466
 GO0466:                Primary Azimuth Mark                     Grid Az
 GO0466:SPC NM W     -  3610845001                               054 57 38.0
 GO0466:UTM  12      -  3610845001                               053 03 50.5
 GO0466
 GO0466|---------------------------------------------------------------------|
 GO0466| PID    Reference Object                     Distance      Geod. Az  |
 GO0466|                                                           dddmmss.s |
 GO0466| GO0458 3610845001                          APPROX. 1.0 KM 0542643.2 |
 GO0466|---------------------------------------------------------------------|
 GO0466
 GO0466                          SUPERSEDED SURVEY CONTROL
 GO0466
 GO0466  NAD 83(1992)-  36 46 48.26914(N)    108 41 37.74188(W) AD(       ) 2
 GO0466  NAD 83(1992)-  36 46 48.26705(N)    108 41 37.74223(W) AD(       ) 2
 GO0466  NAD 83(1986)-  36 46 48.26302(N)    108 41 37.74743(W) AD(       ) 2
 GO0466  NAD 27      -  36 46 48.26720(N)    108 41 35.43318(W) AD(       ) 2
 GO0466  NGVD 29 (07/19/86) 1503.3    (m)         4932.     (f) VERT ANG       
 GO0466
 GO0466.Superseded values are not recommended for survey control.
 GO0466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GO0466.See file dsdata.txt to determine how the superseded data were derived.
 GO0466
 GO0466_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYF0580072956(NAD 83)
 GO0466_MARKER: DD = SURVEY DISK
 GO0466_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GO0466_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GO0466_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GO0466+STABILITY: SURFACE MOTION
 GO0466
 GO0466  HISTORY     - Date     Condition        Report By
 GO0466  HISTORY     - 1971     MONUMENTED       NMHD
 GO0466
 GO0466                          STATION DESCRIPTION
 GO0466
 GO0466'DESCRIBED BY NM HIGHWAY DEPT 1971 (CWW)
 GO0466'STATION IS LOCATED IN SAN JUAN COUNTY, NEW MEXICO, ON U. S. HIGHWAY
 GO0466'666, 1.8 MILES SOUTH OF THE POST OFFICE AT SHIPROCK, NEW MEXICO, AND
 GO0466'175 FEET FROM SOUTHEAST END OF BRIDGE NO. 1792.
 GO0466'
 GO0466'TO REACH THE STATION FROM THE POST OFFICE AT SHIPROCK, NEW MEXICO,
 GO0466'TRAVEL SOUTH ON U. S. 666 FOR 1.75 MILES TO THE SOUTHEAST END OF
 GO0466'SAN JUAN RIVER BRIDGE.  FROM HERE, MEASURE 175 FEET TO EDGE OF
 GO0466'ROADWAY CUT.  STATION IS LOCATED ON EDGE OF CUT, 66.3 FEET EAST OF
 GO0466'CENTERLINE OF U. S. 666.
 GO0466'
 GO0466'STATION IS A STANDARD NMSHC BRASS DISK SET IN A CONCRETE MONUMENT AND
 GO0466'IS STAMPED 3610845021-1971.  IT IS 2.5 FEET EAST OF A METAL WITNESS
 GO0466'POST AND 5 FEET EAST FROM EDGE OF CUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GO0462 ***********************************************************************
 GO0462  DESIGNATION -  3610845022
 GO0462  PID         -  GO0462
 GO0462  STATE/COUNTY-  NM/SAN JUAN
 GO0462  USGS QUAD   -  SHIPROCK (1983)
 GO0462
 GO0462                         *CURRENT SURVEY CONTROL
 GO0462  ___________________________________________________________________
 GO0462* NAD 83(1992)-  36 47 35.71280(N)    108 41 11.22955(W)     ADJUSTED  
 GO0462* NAVD 88     -      1542.3    (meters)    5060.     (feet)  VERTCON   
 GO0462  ___________________________________________________________________
 GO0462  LAPLACE CORR-          -0.34  (seconds)                    DEFLEC99
 GO0462  GEOID HEIGHT-         -20.96  (meters)                     GEOID03
 GO0462
 GO0462  HORZ ORDER  -  SECOND
 GO0462
 GO0462.The horizontal coordinates were established by classical geodetic methods
 GO0462.and adjusted by the National Geodetic Survey in December 1993..
 GO0462
 GO0462.The NAVD 88 height was computed by applying the VERTCON shift value to
 GO0462.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GO0462
 GO0462.The Laplace correction was computed from DEFLEC99 derived deflections.
 GO0462
 GO0462.The geoid height was determined by GEOID03.
 GO0462
 GO0462;                    North         East     Units Scale Factor Converg.
 GO0462;SPC NM W     -   642,878.775   753,862.862   MT  0.99998806   -0 30 39.5
 GO0462;SPC NM W     - 2,109,178.11  2,473,298.41   sFT  0.99998806   -0 30 39.5
 GO0462;UTM  12      - 4,074,434.573   706,422.332   MT  1.00012497   +1 23 10.1
 GO0462
 GO0462!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GO0462!SPC NM W     -   0.99976131  x   0.99998806  =   0.99974937
 GO0462!UTM  12      -   0.99976131  x   1.00012497  =   0.99988625
 GO0462
 GO0462:                Primary Azimuth Mark                     Grid Az
 GO0462:SPC NM W     -  3610845021                               204 42 54.1
 GO0462:UTM  12      -  3610845021                               202 49 04.5
 GO0462
 GO0462|---------------------------------------------------------------------|
 GO0462| PID    Reference Object                     Distance      Geod. Az  |
 GO0462|                                                           dddmmss.s |
 GO0462| GO0466 3610845021                          APPROX. 1.6 KM 2041214.6 |
 GO0462| GO0491 SHIPROCK HIGHEST PINNACLE           APPROX.17.8 KM 2285055.5 |
 GO0462|---------------------------------------------------------------------|
 GO0462
 GO0462                          SUPERSEDED SURVEY CONTROL
 GO0462
 GO0462  NAD 83(1992)-  36 47 35.71276(N)    108 41 11.23066(W) AD(       ) 2
 GO0462  NAD 83(1992)-  36 47 35.71074(N)    108 41 11.23100(W) AD(       ) 2
 GO0462  NAD 83(1986)-  36 47 35.70655(N)    108 41 11.23626(W) AD(       ) 2
 GO0462  NAD 27      -  36 47 35.71172(N)    108 41 08.92110(W) AD(       ) 2
 GO0462  NGVD 29 (07/19/86) 1541.4    (m)         5057.     (f) VERT ANG       
 GO0462
 GO0462.Superseded values are not recommended for survey control.
 GO0462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GO0462.See file dsdata.txt to determine how the superseded data were derived.
 GO0462
 GO0462_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYF0642274435(NAD 83)
 GO0462_MARKER: DD = SURVEY DISK
 GO0462_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GO0462_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GO0462_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GO0462+STABILITY: SURFACE MOTION
 GO0462
 GO0462  HISTORY     - Date     Condition        Report By
 GO0462  HISTORY     - 1971     MONUMENTED       NMHD
 GO0462
 GO0462                          STATION DESCRIPTION
 GO0462
 GO0462'DESCRIBED BY NM HIGHWAY DEPT 1971 (CWW)
 GO0462'STATION IS LOCATED IN SHIPROCK, NEW MEXICO, 0.55 MILE SOUTHEAST OF
 GO0462'THE POST OFFICE IN SHIPROCK, NEW MEXICO, AND 0.55 MILE NORTH OF THE
 GO0462'JUNCTION OF U. S. HIGHWAY 666 AND U. S. HIGHWAY 550, ALSO IN
 GO0462'SHIPROCK, NEW MEXICO.
 GO0462'
 GO0462'TO REACH THE STATION FROM THE POST OFFICE AT SHIPROCK, NEW MEXICO,
 GO0462'TRAVEL SOUTH ON U. S. 666 FOR 0.35 MILE.  TURN LEFT (EAST) AND
 GO0462'TRAVEL 0.2 MILE THROUGH THE GRAVEL CRUSHER PLANT TO THE TOP OF A
 GO0462'HILL.  BEAR RIGHT (SOUTHEAST) FOR 0.2 MILE TO EDGE OF BLUFF AND
 GO0462'STATION WHICH IS 7 FEET FROM THE EDGE.
 GO0462'
 GO0462'STATION IS A STANDARD NMSHC BRASS DISK SET IN A CONCRETE MONUMENT
 GO0462'AND STAMPED 3610845022-1971.  IT IS 2.6 FEET EAST OF A METAL WITNESS
 GO0462'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GO0461 ***********************************************************************
 GO0461  DESIGNATION -  3610845023
 GO0461  PID         -  GO0461
 GO0461  STATE/COUNTY-  NM/SAN JUAN
 GO0461  USGS QUAD   -  SHIPROCK (1983)
 GO0461
 GO0461                         *CURRENT SURVEY CONTROL
 GO0461  ___________________________________________________________________
 GO0461* NAD 83(1992)-  36 48 31.01658(N)    108 41 24.84206(W)     ADJUSTED  
 GO0461* NAVD 88     -      1547.5    (meters)    5077.     (feet)  VERTCON   
 GO0461  ___________________________________________________________________
 GO0461  LAPLACE CORR-          -0.07  (seconds)                    DEFLEC99
 GO0461  GEOID HEIGHT-         -20.93  (meters)                     GEOID03
 GO0461
 GO0461  HORZ ORDER  -  SECOND
 GO0461
 GO0461.The horizontal coordinates were established by classical geodetic methods
 GO0461.and adjusted by the National Geodetic Survey in December 1993..
 GO0461
 GO0461.The NAVD 88 height was computed by applying the VERTCON shift value to
 GO0461.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GO0461
 GO0461.The Laplace correction was computed from DEFLEC99 derived deflections.
 GO0461
 GO0461.The geoid height was determined by GEOID03.
 GO0461
 GO0461;                    North         East     Units Scale Factor Converg.
 GO0461;SPC NM W     -   644,586.503   753,540.668   MT  0.99998866   -0 30 48.4
 GO0461;SPC NM W     - 2,114,780.89  2,472,241.34   sFT  0.99998866   -0 30 48.4
 GO0461;UTM  12      - 4,076,130.927   706,043.719   MT  1.00012304   +1 23 03.7
 GO0461
 GO0461!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GO0461!SPC NM W     -   0.99976049  x   0.99998866  =   0.99974915
 GO0461!UTM  12      -   0.99976049  x   1.00012304  =   0.99988350
 GO0461
 GO0461:                Primary Azimuth Mark                     Grid Az
 GO0461:SPC NM W     -  3610845024                               358 10 38.3
 GO0461:UTM  12      -  3610845024                               356 16 46.2
 GO0461
 GO0461|---------------------------------------------------------------------|
 GO0461| PID    Reference Object                     Distance      Geod. Az  |
 GO0461|                                                           dddmmss.s |
 GO0461| GO0460 3610845024                          APPROX. 1.3 KM 3573949.9 |
 GO0461|---------------------------------------------------------------------|
 GO0461
 GO0461                          SUPERSEDED SURVEY CONTROL
 GO0461
 GO0461  NAD 83(1992)-  36 48 31.01652(N)    108 41 24.84315(W) AD(       ) 2
 GO0461  NAD 83(1992)-  36 48 31.01459(N)    108 41 24.84350(W) AD(       ) 2
 GO0461  NAD 83(1986)-  36 48 31.01022(N)    108 41 24.84868(W) AD(       ) 2
 GO0461  NAD 27      -  36 48 31.01730(N)    108 41 22.53128(W) AD(       ) 2
 GO0461  NGVD 29 (07/19/86) 1546.6    (m)         5074.     (f) VERT ANG       
 GO0461
 GO0461.Superseded values are not recommended for survey control.
 GO0461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GO0461.See file dsdata.txt to determine how the superseded data were derived.
 GO0461
 GO0461_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYF0604476131(NAD 83)
 GO0461_MARKER: DD = SURVEY DISK
 GO0461_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GO0461_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GO0461_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GO0461+STABILITY: SURFACE MOTION
 GO0461
 GO0461  HISTORY     - Date     Condition        Report By
 GO0461  HISTORY     - 1971     MONUMENTED       NMHD
 GO0461
 GO0461                          STATION DESCRIPTION
 GO0461
 GO0461'DESCRIBED BY NM HIGHWAY DEPT 1971 (CWW)
 GO0461'STATION IS LOCATED IN SAN JUAN COUNTY, NEW MEXICO, ON U. S. HIGHWAY
 GO0461'666, 0.5 MILE NORTH OF THE POST OFFICE AT SHIPROCK, NEW MEXICO, AND
 GO0461'0.2 MILE NORTH OF NMSHC MILEPOST NUMBER (0311) 95.
 GO0461'
 GO0461'TO REACH THE STATION FROM THE POST OFFICE AT SHIPROCK, NEW MEXICO,
 GO0461'TRAVEL NORTH ON U. S. 666 0.45 MILE.  TURN LEFT (WEST) ON DIRT
 GO0461'ROAD AND TRAVEL .05 MILE TO STATION.
 GO0461'
 GO0461'STATION IS A STANDARD NMSHC BRASS DISK SET IN A CONCRETE MONUMENT
 GO0461'AND IS STAMPED 3610845023-1971.  IT IS 3.2 FEET EAST OF A METAL
 GO0461'WITNESS POST, 7.6 FEET EAST OF POWER POLE NUMBER 535, AND 27 FEET
 GO0461'SOUTH OF CENTERLINE OF DIRT ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GO0460 ***********************************************************************
 GO0460  DESIGNATION -  3610845024
 GO0460  PID         -  GO0460
 GO0460  STATE/COUNTY-  NM/SAN JUAN
 GO0460  USGS QUAD   -  SHIPROCK (1983)
 GO0460
 GO0460                         *CURRENT SURVEY CONTROL
 GO0460  ___________________________________________________________________
 GO0460* NAD 83(1992)-  36 49 13.20558(N)    108 41 26.98284(W)     ADJUSTED  
 GO0460* NAVD 88     -      1560.9    (meters)    5121.     (feet)  VERTCON   
 GO0460  ___________________________________________________________________
 GO0460  LAPLACE CORR-           0.09  (seconds)                    DEFLEC99
 GO0460  GEOID HEIGHT-         -20.90  (meters)                     GEOID03
 GO0460
 GO0460  HORZ ORDER  -  SECOND
 GO0460
 GO0460.The horizontal coordinates were established by classical geodetic methods
 GO0460.and adjusted by the National Geodetic Survey in December 1993..
 GO0460
 GO0460.The NAVD 88 height was computed by applying the VERTCON shift value to
 GO0460.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GO0460
 GO0460.The Laplace correction was computed from DEFLEC99 derived deflections.
 GO0460
 GO0460.The geoid height was determined by GEOID03.
 GO0460
 GO0460;                    North         East     Units Scale Factor Converg.
 GO0460;SPC NM W     -   645,887.437   753,499.270   MT  0.99998874   -0 30 50.1
 GO0460;SPC NM W     - 2,119,049.03  2,472,105.52   sFT  0.99998874   -0 30 50.1
 GO0460;UTM  12      - 4,077,429.950   705,959.244   MT  1.00012261   +1 23 03.8
 GO0460
 GO0460!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GO0460!SPC NM W     -   0.99975838  x   0.99998874  =   0.99974712
 GO0460!UTM  12      -   0.99975838  x   1.00012261  =   0.99988096
 GO0460
 GO0460:                Primary Azimuth Mark                     Grid Az
 GO0460:SPC NM W     -  3610845025                               345 45 44.0
 GO0460:UTM  12      -  3610845025                               343 51 50.1
 GO0460
 GO0460|---------------------------------------------------------------------|
 GO0460| PID    Reference Object                     Distance      Geod. Az  |
 GO0460|                                                           dddmmss.s |
 GO0460| GO0465 3610845025                          APPROX. 1.7 KM 3451453.9 |
 GO0460|---------------------------------------------------------------------|
 GO0460
 GO0460                          SUPERSEDED SURVEY CONTROL
 GO0460
 GO0460  NAD 83(1992)-  36 49 13.20549(N)    108 41 26.98390(W) AD(       ) 2
 GO0460  NAD 83(1992)-  36 49 13.20365(N)    108 41 26.98425(W) AD(       ) 2
 GO0460  NAD 83(1986)-  36 49 13.19913(N)    108 41 26.98938(W) AD(       ) 2
 GO0460  NAD 27      -  36 49 13.20708(N)    108 41 24.67052(W) AD(       ) 2
 GO0460  NGVD 29 (07/19/86) 1560.0    (m)         5118.     (f) VERT ANG       
 GO0460
 GO0460.Superseded values are not recommended for survey control.
 GO0460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GO0460.See file dsdata.txt to determine how the superseded data were derived.
 GO0460
 GO0460_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYF0595977430(NAD 83)
 GO0460_MARKER: DD = SURVEY DISK
 GO0460_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GO0460_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GO0460_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GO0460+STABILITY: SURFACE MOTION
 GO0460
 GO0460  HISTORY     - Date     Condition        Report By
 GO0460  HISTORY     - 1971     MONUMENTED       NMHD
 GO0460
 GO0460                          STATION DESCRIPTION
 GO0460
 GO0460'DESCRIBED BY NM HIGHWAY DEPT 1971 (CWW)
 GO0460'STATION IS LOCATED IN SAN JUAN COUNTY, NEW MEXICO, ON U. S. HIGHWAY
 GO0460'666, 1.3 MILES NORTH OF THE POST OFFICE AT SHIPROCK, NEW MEXICO, AND
 GO0460'1.0 MILE NORTH OF NMSHC MILEPOST NUMBER (0311) 95.
 GO0460'
 GO0460'TO REACH THE STATION FROM THE POST OFFICE AT SHIPROCK, NEW MEXICO,
 GO0460'TRAVEL NORTH ON U. S. 666 FOR 1.15 MILES AND TURN LEFT (WEST).
 GO0460'TRAVEL NORTHWEST 0.1 MILE AND TURN RIGHT (NORTH).  CONTINUE FOR 0.05
 GO0460'MILE TO STATION, WHICH IS LOCATED AT NORTH EDGE OF GRAVEL PIT, 5.0
 GO0460'FEET NORTH OF EDGE OF BLUFF.
 GO0460'
 GO0460'STATION IS A STANDARD NMSHC BRASS DISK SET IN A CONCRETE MONUMENT
 GO0460'AND STAMPED 3610845024-1971.  IT IS 2.5 FEET EAST OF A METAL WITNESS
 GO0460'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GO0465 ***********************************************************************
 GO0465  DESIGNATION -  3610845025
 GO0465  PID         -  GO0465
 GO0465  STATE/COUNTY-  NM/SAN JUAN
 GO0465  USGS QUAD   -  SHIPROCK (1983)
 GO0465
 GO0465                         *CURRENT SURVEY CONTROL
 GO0465  ___________________________________________________________________
 GO0465* NAD 83(1992)-  36 50 07.29337(N)    108 41 44.70069(W)     ADJUSTED  
 GO0465* NAVD 88     -      1543.8    (meters)    5065.     (feet)  VERTCON   
 GO0465  ___________________________________________________________________
 GO0465  LAPLACE CORR-           0.24  (seconds)                    DEFLEC99
 GO0465  GEOID HEIGHT-         -20.86  (meters)                     GEOID03
 GO0465
 GO0465  HORZ ORDER  -  SECOND
 GO0465
 GO0465.The horizontal coordinates were established by classical geodetic methods
 GO0465.and adjusted by the National Geodetic Survey in December 1993..
 GO0465
 GO0465.The NAVD 88 height was computed by applying the VERTCON shift value to
 GO0465.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GO0465
 GO0465.The Laplace correction was computed from DEFLEC99 derived deflections.
 GO0465
 GO0465.The geoid height was determined by GEOID03.
 GO0465
 GO0465;                    North         East     Units Scale Factor Converg.
 GO0465;SPC NM W     -   647,558.624   753,075.226   MT  0.99998954   -0 31 01.4
 GO0465;SPC NM W     - 2,124,531.92  2,470,714.30   sFT  0.99998954   -0 31 01.4
 GO0465;UTM  12      - 4,079,086.389   705,480.000   MT  1.00012018   +1 22 54.9
 GO0465
 GO0465!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GO0465!SPC NM W     -   0.99976106  x   0.99998954  =   0.99975060
 GO0465!UTM  12      -   0.99976106  x   1.00012018  =   0.99988121
 GO0465
 GO0465:                Primary Azimuth Mark                     Grid Az
 GO0465:SPC NM W     -  3610845026                               345 23 48.2
 GO0465:UTM  12      -  3610845026                               343 29 51.9
 GO0465
 GO0465|---------------------------------------------------------------------|
 GO0465| PID    Reference Object                     Distance      Geod. Az  |
 GO0465|                                                           dddmmss.s |
 GO0465| GO0464 3610845026                          APPROX. 0.8 KM 3445246.8 |
 GO0465|---------------------------------------------------------------------|
 GO0465
 GO0465                          SUPERSEDED SURVEY CONTROL
 GO0465
 GO0465  NAD 83(1992)-  36 50 07.29335(N)    108 41 44.70174(W) AD(       ) 2
 GO0465  NAD 83(1992)-  36 50 07.29149(N)    108 41 44.70207(W) AD(       ) 2
 GO0465  NAD 83(1986)-  36 50 07.28690(N)    108 41 44.70711(W) AD(       ) 2
 GO0465  NAD 27      -  36 50 07.29639(N)    108 41 42.38563(W) AD(       ) 2
 GO0465  NGVD 29 (07/19/86) 1542.9    (m)         5062.     (f) VERT ANG       
 GO0465
 GO0465.Superseded values are not recommended for survey control.
 GO0465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GO0465.See file dsdata.txt to determine how the superseded data were derived.
 GO0465
 GO0465_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYF0548079086(NAD 83)
 GO0465_MARKER: DD = SURVEY DISK
 GO0465_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GO0465_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GO0465_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GO0465+STABILITY: SURFACE MOTION
 GO0465
 GO0465  HISTORY     - Date     Condition        Report By
 GO0465  HISTORY     - 1971     MONUMENTED       NMHD
 GO0465
 GO0465                          STATION DESCRIPTION
 GO0465
 GO0465'DESCRIBED BY NM HIGHWAY DEPT 1971 (CWW)
 GO0465'STATION IS LOCATED IN SAN JUAN COUNTY, NEW MEXICO, ON U. S. HIGHWAY
 GO0465'666, 2.35 MILES NORTH OF THE POST OFFICE AT SHIPROCK, NEW MEXICO,
 GO0465'AND 1.1 MILES NORTH OF NMSHC MILEPOST NUMBER (0311) 96.
 GO0465'
 GO0465'TO REACH THE STATION FROM THE POST OFFICE AT SHIPROCK, NEW MEXICO,
 GO0465'TRAVEL NORTH ON U. S. 666 FOR 2.3 MILES AND TURN LEFT (WEST) ONTO
 GO0465'DIRT ROAD.  TRAVEL 0.05 MILE TO STATION.
 GO0465'
 GO0465'STATION IS A STANDARD NMSHC BRASS DISK SET IN A CONCRETE MONUMENT AND
 GO0465'STAMPED 3610845025-1971.  IT IS 2.6 FEET EAST OF A METAL WITNESS
 GO0465'POST AND 24 FEET SOUTH OF THE CENTER OF DIRT ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GO0464 ***********************************************************************
 GO0464  DESIGNATION -  3610845026
 GO0464  PID         -  GO0464
 GO0464  STATE/COUNTY-  NM/SAN JUAN
 GO0464  USGS QUAD   -  SHIPROCK (1983)
 GO0464
 GO0464                         *CURRENT SURVEY CONTROL
 GO0464  ___________________________________________________________________
 GO0464* NAD 83(1992)-  36 50 31.71737(N)    108 41 52.91152(W)     ADJUSTED  
 GO0464* NAVD 88     -      1544.7    (meters)    5068.     (feet)  VERTCON   
 GO0464  ___________________________________________________________________
 GO0464  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 GO0464  GEOID HEIGHT-         -20.84  (meters)                     GEOID03
 GO0464
 GO0464  HORZ ORDER  -  SECOND
 GO0464
 GO0464.The horizontal coordinates were established by classical geodetic methods
 GO0464.and adjusted by the National Geodetic Survey in December 1993..
 GO0464
 GO0464.The NAVD 88 height was computed by applying the VERTCON shift value to
 GO0464.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GO0464
 GO0464.The Laplace correction was computed from DEFLEC99 derived deflections.
 GO0464
 GO0464.The geoid height was determined by GEOID03.
 GO0464
 GO0464;                    North         East     Units Scale Factor Converg.
 GO0464;SPC NM W     -   648,313.325   752,878.595   MT  0.99998991   -0 31 06.6
 GO0464;SPC NM W     - 2,127,007.97  2,470,069.19   sFT  0.99998991   -0 31 06.6
 GO0464;UTM  12      - 4,079,834.256   705,258.438   MT  1.00011906   +1 22 50.8
 GO0464
 GO0464!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GO0464!SPC NM W     -   0.99976091  x   0.99998991  =   0.99975083
 GO0464!UTM  12      -   0.99976091  x   1.00011906  =   0.99987995
 GO0464
 GO0464:                Primary Azimuth Mark                     Grid Az
 GO0464:SPC NM W     -  3610845027                               345 43 35.2
 GO0464:UTM  12      -  3610845027                               343 49 37.8
 GO0464
 GO0464|---------------------------------------------------------------------|
 GO0464| PID    Reference Object                     Distance      Geod. Az  |
 GO0464|                                                           dddmmss.s |
 GO0464| GO0463 3610845027                          APPROX. 1.2 KM 3451228.6 |
 GO0464|---------------------------------------------------------------------|
 GO0464
 GO0464                          SUPERSEDED SURVEY CONTROL
 GO0464
 GO0464  NAD 83(1992)-  36 50 31.71737(N)    108 41 52.91257(W) AD(       ) 2
 GO0464  NAD 83(1992)-  36 50 31.71553(N)    108 41 52.91289(W) AD(       ) 2
 GO0464  NAD 83(1986)-  36 50 31.71090(N)    108 41 52.91790(W) AD(       ) 2
 GO0464  NAD 27      -  36 50 31.72203(N)    108 41 50.59560(W) AD(       ) 2
 GO0464  NGVD 29 (07/19/86) 1543.8    (m)         5065.     (f) VERT ANG       
 GO0464
 GO0464.Superseded values are not recommended for survey control.
 GO0464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GO0464.See file dsdata.txt to determine how the superseded data were derived.
 GO0464
 GO0464_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYF0525879834(NAD 83)
 GO0464_MARKER: DD = SURVEY DISK
 GO0464_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GO0464_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GO0464_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GO0464+STABILITY: SURFACE MOTION
 GO0464
 GO0464  HISTORY     - Date     Condition        Report By
 GO0464  HISTORY     - 1971     MONUMENTED       NMHD
 GO0464
 GO0464                          STATION DESCRIPTION
 GO0464
 GO0464'DESCRIBED BY NM HIGHWAY DEPT 1971 (CWW)
 GO0464'STATION IS LOCATED IN SAN JUAN COUNTY, NEW MEXICO, ON U. S. HIGHWAY
 GO0464'666, 2.8 MILES NORTH OF THE POST OFFICE AT SHIPROCK, NEW MEXICO, AND
 GO0464'1.55 MILES NORTH OF NMSHC MILEPOST NUMBER (0311) 96.
 GO0464'
 GO0464'TO REACH THE STATION FROM THE POST OFFICE AT SHIPROCK, NEW MEXICO,
 GO0464'TRAVEL NORTH ON U. S. 666 FOR 2.8 MILES.  STATION IS 209.7 FEET LEFT
 GO0464'(WEST) OF THE CENTERLINE OF U. S. 666 FROM THIS POINT.
 GO0464'
 GO0464'STATION IS A STANDARD NMSHC BRASS DISK SET IN A CONCRETE MONUMENT
 GO0464'AND STAMPED 3610845026-1971.  IT IS 2.9 FEET EAST OF A METAL WITNESS
 GO0464'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GO0463 ***********************************************************************
 GO0463  DESIGNATION -  3610845027
 GO0463  PID         -  GO0463
 GO0463  STATE/COUNTY-  NM/SAN JUAN
 GO0463  USGS QUAD   -  SHIPROCK (1983)
 GO0463
 GO0463                         *CURRENT SURVEY CONTROL
 GO0463  ___________________________________________________________________
 GO0463* NAD 83(1992)-  36 51 10.09031(N)    108 42 05.52042(W)     ADJUSTED  
 GO0463* NAVD 88     -      1533.7    (meters)    5032.     (feet)  VERTCON   
 GO0463  ___________________________________________________________________
 GO0463  LAPLACE CORR-           0.51  (seconds)                    DEFLEC99
 GO0463  GEOID HEIGHT-         -20.82  (meters)                     GEOID03
 GO0463
 GO0463  HORZ ORDER  -  SECOND
 GO0463
 GO0463.The horizontal coordinates were established by classical geodetic methods
 GO0463.and adjusted by the National Geodetic Survey in December 1993..
 GO0463
 GO0463.The NAVD 88 height was computed by applying the VERTCON shift value to
 GO0463.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GO0463
 GO0463.The Laplace correction was computed from DEFLEC99 derived deflections.
 GO0463
 GO0463.The geoid height was determined by GEOID03.
 GO0463
 GO0463;                    North         East     Units Scale Factor Converg.
 GO0463;SPC NM W     -   649,498.995   752,576.956   MT  0.99999049   -0 31 14.7
 GO0463;SPC NM W     - 2,130,897.95  2,469,079.56   sFT  0.99999049   -0 31 14.7
 GO0463;UTM  12      - 4,081,009.427   704,917.620   MT  1.00011734   +1 22 44.4
 GO0463
 GO0463!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GO0463!SPC NM W     -   0.99976264  x   0.99999049  =   0.99975313
 GO0463!UTM  12      -   0.99976264  x   1.00011734  =   0.99987995
 GO0463
 GO0463:                Primary Azimuth Mark                     Grid Az
 GO0463:SPC NM W     -  3610845028                               345 38 37.3
 GO0463:UTM  12      -  3610845028                               343 44 38.2
 GO0463
 GO0463|---------------------------------------------------------------------|
 GO0463| PID    Reference Object                     Distance      Geod. Az  |
 GO0463|                                                           dddmmss.s |
 GO0463| GO0456 3610845028                          APPROX. 2.2 KM 3450722.6 |
 GO0463|---------------------------------------------------------------------|
 GO0463
 GO0463                          SUPERSEDED SURVEY CONTROL
 GO0463
 GO0463  NAD 83(1992)-  36 51 10.09035(N)    108 42 05.52145(W) AD(       ) 2
 GO0463  NAD 83(1992)-  36 51 10.08851(N)    108 42 05.52176(W) AD(       ) 2
 GO0463  NAD 83(1986)-  36 51 10.08382(N)    108 42 05.52671(W) AD(       ) 2
 GO0463  NAD 27      -  36 51 10.09570(N)    108 42 03.20285(W) AD(       ) 2
 GO0463  NGVD 29 (07/19/86) 1532.8    (m)         5029.     (f) VERT ANG       
 GO0463
 GO0463.Superseded values are not recommended for survey control.
 GO0463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GO0463.See file dsdata.txt to determine how the superseded data were derived.
 GO0463
 GO0463_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYF0491881009(NAD 83)
 GO0463_MARKER: DD = SURVEY DISK
 GO0463_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GO0463_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GO0463_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GO0463+STABILITY: SURFACE MOTION
 GO0463
 GO0463  HISTORY     - Date     Condition        Report By
 GO0463  HISTORY     - 1971     MONUMENTED       NMHD
 GO0463
 GO0463                          STATION DESCRIPTION
 GO0463
 GO0463'DESCRIBED BY NM HIGHWAY DEPT 1971 (CWW)
 GO0463'STATION IS LOCATED IN SAN JUAN COUNTY, NEW MEXICO, ON U. S. HIGHWAY
 GO0463'666, 3.6 MILES NORTH OF THE POST OFFICE AT SHIPROCK, NEW MEXICO, AND
 GO0463'2.35 MILES NORTH OF NMSHC MILEPOST NUMBER (0311) 96.
 GO0463'
 GO0463'TO REACH THE STATION FROM THE POST OFFICE AT SHIPROCK, NEW MEXICO,
 GO0463'TRAVEL NORTH ON U. S. 666 FOR 3.6 MILES.  STATION IS 206.5 FEET LEFT
 GO0463'(WEST) OF CENTERLINE OF U. S. 666 FROM THIS POINT.
 GO0463'
 GO0463'STATION IS A STANDARD NMSHC BRASS DISK SET IN CONCRETE MONUMENT AND
 GO0463'IS STAMPED 3610845027-1971.  IT IS 2.8 FEET EAST OF A METAL WITNESS
 GO0463'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GO0456 ***********************************************************************
 GO0456  DESIGNATION -  3610845028
 GO0456  PID         -  GO0456
 GO0456  STATE/COUNTY-  NM/SAN JUAN
 GO0456  USGS QUAD   -  SHIPROCK (1983)
 GO0456
 GO0456                         *CURRENT SURVEY CONTROL
 GO0456  ___________________________________________________________________
 GO0456* NAD 83(1992)-  36 52 20.16763(N)    108 42 28.69147(W)     ADJUSTED  
 GO0456* NAVD 88     -      1549.9    (meters)    5085.     (feet)  VERTCON   
 GO0456  ___________________________________________________________________
 GO0456  LAPLACE CORR-           0.86  (seconds)                    DEFLEC99
 GO0456  GEOID HEIGHT-         -20.78  (meters)                     GEOID03
 GO0456
 GO0456  HORZ ORDER  -  SECOND
 GO0456
 GO0456.The horizontal coordinates were established by classical geodetic methods
 GO0456.and adjusted by the National Geodetic Survey in December 1993..
 GO0456
 GO0456.The NAVD 88 height was computed by applying the VERTCON shift value to
 GO0456.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GO0456
 GO0456.The Laplace correction was computed from DEFLEC99 derived deflections.
 GO0456
 GO0456.The geoid height was determined by GEOID03.
 GO0456
 GO0456;                    North         East     Units Scale Factor Converg.
 GO0456;SPC NM W     -   651,664.354   752,022.751   MT  0.99999155   -0 31 29.4
 GO0456;SPC NM W     - 2,138,002.13  2,467,261.31   sFT  0.99999155   -0 31 29.4
 GO0456;UTM  12      - 4,083,155.487   704,291.842   MT  1.00011418   +1 22 32.8
 GO0456
 GO0456!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GO0456!SPC NM W     -   0.99976009  x   0.99999155  =   0.99975164
 GO0456!UTM  12      -   0.99976009  x   1.00011418  =   0.99987424
 GO0456
 GO0456:                Primary Azimuth Mark                     Grid Az
 GO0456:SPC NM W     -  3610845029                               345 38 39.2
 GO0456:UTM  12      -  3610845029                               343 44 37.0
 GO0456
 GO0456|---------------------------------------------------------------------|
 GO0456| PID    Reference Object                     Distance      Geod. Az  |
 GO0456|                                                           dddmmss.s |
 GO0456| GO0467 3610845029                          APPROX. 1.3 KM 3450709.8 |
 GO0456|---------------------------------------------------------------------|
 GO0456
 GO0456                          SUPERSEDED SURVEY CONTROL
 GO0456
 GO0456  NAD 83(1992)-  36 52 20.16775(N)    108 42 28.69247(W) AD(       ) 2
 GO0456  NAD 83(1992)-  36 52 20.16591(N)    108 42 28.69277(W) AD(       ) 2
 GO0456  NAD 83(1986)-  36 52 20.16114(N)    108 42 28.69762(W) AD(       ) 2
 GO0456  NAD 27      -  36 52 20.17485(N)    108 42 26.37087(W) AD(       ) 2
 GO0456  NGVD 29 (07/19/86) 1549.0    (m)         5082.     (f) VERT ANG       
 GO0456
 GO0456.Superseded values are not recommended for survey control.
 GO0456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GO0456.See file dsdata.txt to determine how the superseded data were derived.
 GO0456
 GO0456_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYF0429283155(NAD 83)
 GO0456_MARKER: DD = SURVEY DISK
 GO0456_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GO0456_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GO0456_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GO0456+STABILITY: SURFACE MOTION
 GO0456
 GO0456  HISTORY     - Date     Condition        Report By
 GO0456  HISTORY     - 1971     MONUMENTED       NMHD
 GO0456
 GO0456                          STATION DESCRIPTION
 GO0456
 GO0456'DESCRIBED BY NM HIGHWAY DEPT 1971 (CWW)
 GO0456'STATION IS LOCATED IN SAN JUAN COUNTY, NEW MEXICO, ON U. S. HIGHWAY
 GO0456'666, 4.95 MILES NORTH OF THE POST OFFICE AT SHIPROCK, NEW MEXICO,
 GO0456'AND .75 MILES NORTH OF NMSHC MILEPOST NUMBER (0311) 99.
 GO0456'
 GO0456'TO REACH THE STATION FROM THE POST OFFICE AT SHIPROCK, NEW MEXICO,
 GO0456'TRAVEL NORTH ON U. S. HIGHWAY 666 FOR 4.95 MILES.  STATION IS 205.4
 GO0456'FEET LEFT (WEST) OF THE CENTERLINE OF U. S. 666 FROM THIS POINT.
 GO0456'
 GO0456'STATION IS A STANDARD NMSHC BRASS DISK SET IN CONCRETE MONUMENT AND
 GO0456'IS STAMPED 3610845028-1971.  IT IS 2.8 FEET EAST OF A METAL WITNESS
 GO0456'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GO0467 ***********************************************************************
 GO0467  DESIGNATION -  3610845029
 GO0467  PID         -  GO0467
 GO0467  STATE/COUNTY-  NM/SAN JUAN
 GO0467  USGS QUAD   -  SKINNEY ROCK (1983)
 GO0467
 GO0467                         *CURRENT SURVEY CONTROL
 GO0467  ___________________________________________________________________
 GO0467* NAD 83(1992)-  36 52 59.70849(N)    108 42 41.77077(W)     ADJUSTED  
 GO0467* NAVD 88     -      1572.5    (meters)    5159.     (feet)  VERTCON   
 GO0467  ___________________________________________________________________
 GO0467  LAPLACE CORR-           1.08  (seconds)                    DEFLEC99
 GO0467  GEOID HEIGHT-         -20.75  (meters)                     GEOID03
 GO0467
 GO0467  HORZ ORDER  -  SECOND
 GO0467
 GO0467.The horizontal coordinates were established by classical geodetic methods
 GO0467.and adjusted by the National Geodetic Survey in December 1993..
 GO0467
 GO0467.The NAVD 88 height was computed by applying the VERTCON shift value to
 GO0467.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GO0467
 GO0467.The Laplace correction was computed from DEFLEC99 derived deflections.
 GO0467
 GO0467.The geoid height was determined by GEOID03.
 GO0467
 GO0467;                    North         East     Units Scale Factor Converg.
 GO0467;SPC NM W     -   652,886.172   751,710.048   MT  0.99999215   -0 31 37.7
 GO0467;SPC NM W     - 2,142,010.72  2,466,235.38   sFT  0.99999215   -0 31 37.7
 GO0467;UTM  12      - 4,084,366.407   703,938.741   MT  1.00011240   +1 22 26.2
 GO0467
 GO0467!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GO0467!SPC NM W     -   0.99975654  x   0.99999215  =   0.99974869
 GO0467!UTM  12      -   0.99975654  x   1.00011240  =   0.99986891
 GO0467
 GO0467:                Primary Azimuth Mark                     Grid Az
 GO0467:SPC NM W     -  3610845030                               345 41 25.0
 GO0467:UTM  12      -  3610845030                               343 47 21.1
 GO0467
 GO0467|---------------------------------------------------------------------|
 GO0467| PID    Reference Object                     Distance      Geod. Az  |
 GO0467|                                                           dddmmss.s |
 GO0467| GO0468 3610845030                          APPROX. 1.2 KM 3450947.3 |
 GO0467|---------------------------------------------------------------------|
 GO0467
 GO0467                          SUPERSEDED SURVEY CONTROL
 GO0467
 GO0467  NAD 83(1992)-  36 52 59.70868(N)    108 42 41.77175(W) AD(       ) 2
 GO0467  NAD 83(1992)-  36 52 59.70681(N)    108 42 41.77204(W) AD(       ) 2
 GO0467  NAD 83(1986)-  36 52 59.70202(N)    108 42 41.77685(W) AD(       ) 2
 GO0467  NAD 27      -  36 52 59.71701(N)    108 42 39.44848(W) AD(       ) 2
 GO0467  NGVD 29 (07/19/86) 1571.6    (m)         5156.     (f) VERT ANG       
 GO0467
 GO0467.Superseded values are not recommended for survey control.
 GO0467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GO0467.See file dsdata.txt to determine how the superseded data were derived.
 GO0467
 GO0467_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYF0393984366(NAD 83)
 GO0467_MARKER: DD = SURVEY DISK
 GO0467_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GO0467_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GO0467_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GO0467+STABILITY: SURFACE MOTION
 GO0467
 GO0467  HISTORY     - Date     Condition        Report By
 GO0467  HISTORY     - 1971     MONUMENTED       NMHD
 GO0467
 GO0467                          STATION DESCRIPTION
 GO0467
 GO0467'DESCRIBED BY NM HIGHWAY DEPT 1971 (CWW)
 GO0467'STATION IS LOCATED IN SAN JUAN COUNTY, NEW MEXICO ON U. S. HIGHWAY
 GO0467'666, 5.75 MILES NORTH OF THE POST OFFICE AT SHIPROCK, NEW MEXICO,
 GO0467'AND 0.55 MILE NORTH OF NMSHC MILEPOST NUMBER (0311) 100.
 GO0467'
 GO0467'TO REACH THE STATION FROM THE POST OFFICE AT SHIPROCK, NEW MEXICO,
 GO0467'TRAVEL NORTH ON U. S. 666 FOR 5.75 MILES.  STATION IS 208.1 FEET
 GO0467'LEFT (WEST) OF CENTERLINE OF U. S. 666 FROM THIS POINT, AND 66.5
 GO0467'FEET NORTH OF CENTERLINE OF A DIRT ROAD.
 GO0467'
 GO0467'STATION IS A STANDARD NMSHC BRASS DISK SET IN A CONCRETE MONUMENT
 GO0467'AND STAMPED 3610845029-1971.  IT IS 2.9 FEET EAST OF METAL WITNESS
 GO0467'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GO0468 ***********************************************************************
 GO0468  DESIGNATION -  3610845030
 GO0468  PID         -  GO0468
 GO0468  STATE/COUNTY-  NM/SAN JUAN
 GO0468  USGS QUAD   -  SKINNEY ROCK (1983)
 GO0468
 GO0468                         *CURRENT SURVEY CONTROL
 GO0468  ___________________________________________________________________
 GO0468* NAD 83(1992)-  36 53 37.83389(N)    108 42 54.34484(W)     ADJUSTED  
 GO0468* NAVD 88     -      1579.5    (meters)    5182.     (feet)  VERTCON   
 GO0468  ___________________________________________________________________
 GO0468  LAPLACE CORR-           1.32  (seconds)                    DEFLEC99
 GO0468  GEOID HEIGHT-         -20.73  (meters)                     GEOID03
 GO0468
 GO0468  HORZ ORDER  -  SECOND
 GO0468
 GO0468.The horizontal coordinates were established by classical geodetic methods
 GO0468.and adjusted by the National Geodetic Survey in December 1993..
 GO0468
 GO0468.The NAVD 88 height was computed by applying the VERTCON shift value to
 GO0468.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GO0468
 GO0468.The Laplace correction was computed from DEFLEC99 derived deflections.
 GO0468
 GO0468.The geoid height was determined by GEOID03.
 GO0468
 GO0468;                    North         East     Units Scale Factor Converg.
 GO0468;SPC NM W     -   654,064.258   751,409.547   MT  0.99999273   -0 31 45.8
 GO0468;SPC NM W     - 2,145,875.82  2,465,249.49   sFT  0.99999273   -0 31 45.8
 GO0468;UTM  12      - 4,085,534.013   703,599.277   MT  1.00011070   +1 22 19.8
 GO0468
 GO0468!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GO0468!SPC NM W     -   0.99975544  x   0.99999273  =   0.99974817
 GO0468!UTM  12      -   0.99975544  x   1.00011070  =   0.99986611
 GO0468
 GO0468:                Primary Azimuth Mark                     Grid Az
 GO0468:SPC NM W     -  3610845031                               345 38 30.0
 GO0468:UTM  12      -  3610845031                               343 44 24.4
 GO0468
 GO0468|---------------------------------------------------------------------|
 GO0468| PID    Reference Object                     Distance      Geod. Az  |
 GO0468|                                                           dddmmss.s |
 GO0468| GO0471 3610845031                          APPROX. 2.5 KM 3450644.2 |
 GO0468|---------------------------------------------------------------------|
 GO0468
 GO0468                          SUPERSEDED SURVEY CONTROL
 GO0468
 GO0468  NAD 83(1992)-  36 53 37.83412(N)    108 42 54.34580(W) AD(       ) 2
 GO0468  NAD 83(1992)-  36 53 37.83225(N)    108 42 54.34608(W) AD(       ) 2
 GO0468  NAD 83(1986)-  36 53 37.82744(N)    108 42 54.35087(W) AD(       ) 2
 GO0468  NAD 27      -  36 53 37.84399(N)    108 42 52.02102(W) AD(       ) 2
 GO0468  NGVD 29 (07/19/86) 1578.6    (m)         5179.     (f) VERT ANG       
 GO0468
 GO0468.Superseded values are not recommended for survey control.
 GO0468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GO0468.See file dsdata.txt to determine how the superseded data were derived.
 GO0468
 GO0468_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYF0359985534(NAD 83)
 GO0468_MARKER: DD = SURVEY DISK
 GO0468_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GO0468_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GO0468_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GO0468+STABILITY: SURFACE MOTION
 GO0468
 GO0468  HISTORY     - Date     Condition        Report By
 GO0468  HISTORY     - 1971     MONUMENTED       NMHD
 GO0468
 GO0468                          STATION DESCRIPTION
 GO0468
 GO0468'DESCRIBED BY NM HIGHWAY DEPT 1971 (CWW)
 GO0468'STATION IS LOCATED IN SAN JUAN COUNTY, NEW MEXICO ON U. S. HIGHWAY
 GO0468'666, 6.5 MILES NORTH OF THE POST OFFICE AT SHIPROCK, NEW MEXICO, AND
 GO0468'0.3 MILE NORTH OF NMSHC MILEPOST NUMBER (0311) 101.
 GO0468'
 GO0468'TO REACH THE STATION FROM THE POST OFFICE AT SHIPROCK, NEW MEXICO,
 GO0468'TRAVEL NORTH ON U. S. 666 FOR 6.5 MILES.  STATION IS 206.2 FEET LEFT
 GO0468'(WEST) OF CENTERLINE OF U. S. 666 FROM THIS POINT, ON A SLIGHT
 GO0468'KNOLL.
 GO0468'
 GO0468'STATION IS A STANDARD NMSHC BRASS DISK SET IN A CONCRETE MONUMENT
 GO0468'AND IS STAMPED 3610845030-1971.  IT IS 2.6 FEET EAST OF A METAL
 GO0468'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GO0471 ***********************************************************************
 GO0471  DESIGNATION -  3610845031
 GO0471  PID         -  GO0471
 GO0471  STATE/COUNTY-  NM/SAN JUAN
 GO0471  USGS QUAD   -  SKINNEY ROCK (1983)
 GO0471
 GO0471                         *CURRENT SURVEY CONTROL
 GO0471  ___________________________________________________________________
 GO0471* NAD 83(1992)-  36 54 55.69795(N)    108 43 20.12465(W)     ADJUSTED  
 GO0471* NAVD 88     -      1583.7    (meters)    5196.     (feet)  VERTCON   
 GO0471  ___________________________________________________________________
 GO0471  LAPLACE CORR-           1.66  (seconds)                    DEFLEC99
 GO0471  GEOID HEIGHT-         -20.68  (meters)                     GEOID03
 GO0471
 GO0471  HORZ ORDER  -  SECOND
 GO0471
 GO0471.The horizontal coordinates were established by classical geodetic methods
 GO0471.and adjusted by the National Geodetic Survey in December 1993..
 GO0471
 GO0471.The NAVD 88 height was computed by applying the VERTCON shift value to
 GO0471.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GO0471
 GO0471.The Laplace correction was computed from DEFLEC99 derived deflections.
 GO0471
 GO0471.The geoid height was determined by GEOID03.
 GO0471
 GO0471;                    North         East     Units Scale Factor Converg.
 GO0471;SPC NM W     -   656,470.347   750,793.638   MT  0.99999393   -0 32 02.2
 GO0471;SPC NM W     - 2,153,769.80  2,463,228.79   sFT  0.99999393   -0 32 02.2
 GO0471;UTM  12      - 4,087,918.610   702,903.768   MT  1.00010721   +1 22 06.8
 GO0471
 GO0471!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GO0471!SPC NM W     -   0.99975477  x   0.99999393  =   0.99974870
 GO0471!UTM  12      -   0.99975477  x   1.00010721  =   0.99986195
 GO0471
 GO0471:                Primary Azimuth Mark                     Grid Az
 GO0471:SPC NM W     -  BUTTE                                    180 11 46.0
 GO0471:UTM  12      -  BUTTE                                    178 17 37.0
 GO0471
 GO0471|---------------------------------------------------------------------|
 GO0471| PID    Reference Object                     Distance      Geod. Az  |
 GO0471|                                                           dddmmss.s |
 GO0471| GO0457 BUTTE                               APPROX. 6.7 KM 1793943.8 |
 GO0471|---------------------------------------------------------------------|
 GO0471
 GO0471                          SUPERSEDED SURVEY CONTROL
 GO0471
 GO0471  NAD 83(1992)-  36 54 55.69827(N)    108 43 20.12558(W) AD(       ) 2
 GO0471  NAD 83(1992)-  36 54 55.69639(N)    108 43 20.12584(W) AD(       ) 2
 GO0471  NAD 83(1986)-  36 54 55.69148(N)    108 43 20.13057(W) AD(       ) 2
 GO0471  NAD 27      -  36 54 55.70855(N)    108 43 17.79688(W) AD(       ) 2
 GO0471  NGVD 29 (07/19/86) 1582.8    (m)         5193.     (f) VERT ANG       
 GO0471
 GO0471.Superseded values are not recommended for survey control.
 GO0471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GO0471.See file dsdata.txt to determine how the superseded data were derived.
 GO0471
 GO0471_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYF0290487919(NAD 83)
 GO0471_MARKER: DD = SURVEY DISK
 GO0471_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GO0471_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GO0471_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GO0471+STABILITY: SURFACE MOTION
 GO0471
 GO0471  HISTORY     - Date     Condition        Report By
 GO0471  HISTORY     - 1971     MONUMENTED       NMHD
 GO0471
 GO0471                          STATION DESCRIPTION
 GO0471
 GO0471'DESCRIBED BY NM HIGHWAY DEPT 1971 (CWW)
 GO0471'STATION IS LOCATED IN SAN JUAN COUNTY, NEW MEXICO, ON U. S. HIGHWAY
 GO0471'666, 5.95 MILES SOUTH OF THE NEW MEXICO-COLORADO STATE LINE, AND
 GO0471'1.10 MILES NORTH OF NMSHC MILEPOST NUMBER (0311) 102.
 GO0471'
 GO0471'TO REACH THE STATION FROM THE NEW MEXICO-COLORADO STATE LINE, TRAVEL
 GO0471'SOUTH ON U. S. 666 FOR 5.95 MILES.  STATION IS 203.0 FEET RIGHT
 GO0471'(WEST) OF CENTERLINE OF U. S. 666 FROM THIS POINT.
 GO0471'
 GO0471'STATION IS A STANDARD NMSHC BRASS DISK SET IN A CONCRETE MONUMENT AND
 GO0471'IS STAMPED 3610845031-1971.  IT IS 2.7 FEET NORTHEAST OF A METAL
 GO0471'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GO0470 ***********************************************************************
 GO0470  DESIGNATION -  3610845032
 GO0470  PID         -  GO0470
 GO0470  STATE/COUNTY-  NM/SAN JUAN
 GO0470  USGS QUAD   -  SKINNEY ROCK (1983)
 GO0470
 GO0470                         *CURRENT SURVEY CONTROL
 GO0470  ___________________________________________________________________
 GO0470* NAD 83(1992)-  36 56 05.52676(N)    108 43 43.24323(W)     ADJUSTED  
 GO0470* NAVD 88     -      1591.3    (meters)    5221.     (feet)  VERTCON   
 GO0470  ___________________________________________________________________
 GO0470  LAPLACE CORR-           1.85  (seconds)                    DEFLEC99
 GO0470  GEOID HEIGHT-         -20.64  (meters)                     GEOID03
 GO0470
 GO0470  HORZ ORDER  -  SECOND
 GO0470
 GO0470.The horizontal coordinates were established by classical geodetic methods
 GO0470.and adjusted by the National Geodetic Survey in December 1993..
 GO0470
 GO0470.The NAVD 88 height was computed by applying the VERTCON shift value to
 GO0470.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GO0470
 GO0470.The Laplace correction was computed from DEFLEC99 derived deflections.
 GO0470
 GO0470.The geoid height was determined by GEOID03.
 GO0470
 GO0470;                    North         East     Units Scale Factor Converg.
 GO0470;SPC NM W     -   658,628.188   750,241.626   MT  0.99999501   -0 32 17.0
 GO0470;SPC NM W     - 2,160,849.31  2,461,417.73   sFT  0.99999501   -0 32 17.0
 GO0470;UTM  12      - 4,090,057.168   702,280.337   MT  1.00010410   +1 21 55.1
 GO0470
 GO0470!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GO0470!SPC NM W     -   0.99975357  x   0.99999501  =   0.99974858
 GO0470!UTM  12      -   0.99975357  x   1.00010410  =   0.99985764
 GO0470
 GO0470:                Primary Azimuth Mark                     Grid Az
 GO0470:SPC NM W     -  3610845033                               348 18 56.3
 GO0470:UTM  12      -  3610845033                               346 24 44.2
 GO0470
 GO0470|---------------------------------------------------------------------|
 GO0470| PID    Reference Object                     Distance      Geod. Az  |
 GO0470|                                                           dddmmss.s |
 GO0470| GO0474 3610845033                          APPROX. 1.6 KM 3474639.3 |
 GO0470|---------------------------------------------------------------------|
 GO0470
 GO0470                          SUPERSEDED SURVEY CONTROL
 GO0470
 GO0470  NAD 83(1992)-  36 56 05.52717(N)    108 43 43.24413(W) AD(       ) 2
 GO0470  NAD 83(1992)-  36 56 05.52528(N)    108 43 43.24436(W) AD(       ) 2
 GO0470  NAD 83(1986)-  36 56 05.52033(N)    108 43 43.24906(W) AD(       ) 2
 GO0470  NAD 27      -  36 56 05.53794(N)    108 43 40.91239(W) AD(       ) 2
 GO0470  NGVD 29 (07/19/86) 1590.4    (m)         5218.     (f) VERT ANG       
 GO0470
 GO0470.Superseded values are not recommended for survey control.
 GO0470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GO0470.See file dsdata.txt to determine how the superseded data were derived.
 GO0470
 GO0470_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYF0228090057(NAD 83)
 GO0470_MARKER: DD = SURVEY DISK
 GO0470_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GO0470_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GO0470_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GO0470+STABILITY: SURFACE MOTION
 GO0470
 GO0470  HISTORY     - Date     Condition        Report By
 GO0470  HISTORY     - 1971     MONUMENTED       NMHD
 GO0470
 GO0470                          STATION DESCRIPTION
 GO0470
 GO0470'DESCRIBED BY NM HIGHWAY DEPT 1971 (CWW)
 GO0470'STATION IS LOCATED IN SAN JUAN COUNTY, NEW MEXICO, ON U. S. HIGHWAY
 GO0470'666, 4.6 MILES SOUTH OF THE NEW MEXICO-COLORADO STATE LINE, AND 0.1
 GO0470'MILE SOUTH OF A CONCRETE BOX CULVERT WHICH IS 4.5 MILES SOUTH OF
 GO0470'THE STATE LINE.
 GO0470'
 GO0470'TO REACH THE STATION FROM THE NEW MEXICO-COLORADO STATE LINE TRAVEL
 GO0470'SOUTH FOR 4.6 MILES ON U. S. 666.  STATION IS 96.6 FEET RIGHT (WEST)
 GO0470'OF CENTERLINE OF U. S. 666 FROM THIS POINT.
 GO0470'
 GO0470'STATION IS A STANDARD NMSHC BRASS DISK SET IN A CONCRETE MONUMENT
 GO0470'AND IS STAMPED 3610845032-1971.  IT IS 2.3 FEET EAST OF A METAL
 GO0470'WITNESS POST AND FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GO0474 ***********************************************************************
 GO0474  DESIGNATION -  3610845033
 GO0474  PID         -  GO0474
 GO0474  STATE/COUNTY-  NM/SAN JUAN
 GO0474  USGS QUAD   -  SKINNEY ROCK (1983)
 GO0474
 GO0474                         *CURRENT SURVEY CONTROL
 GO0474  ___________________________________________________________________
 GO0474* NAD 83(1992)-  36 56 56.10793(N)    108 43 56.89464(W)     ADJUSTED  
 GO0474* NAVD 88     -      1654.1    (meters)    5427.     (feet)  VERTCON   
 GO0474  ___________________________________________________________________
 GO0474  LAPLACE CORR-           2.03  (seconds)                    DEFLEC99
 GO0474  GEOID HEIGHT-         -20.62  (meters)                     GEOID03
 GO0474
 GO0474  HORZ ORDER  -  SECOND
 GO0474
 GO0474.The horizontal coordinates were established by classical geodetic methods
 GO0474.and adjusted by the National Geodetic Survey in December 1993..
 GO0474
 GO0474.The NAVD 88 height was computed by applying the VERTCON shift value to
 GO0474.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GO0474
 GO0474.The Laplace correction was computed from DEFLEC99 derived deflections.
 GO0474
 GO0474.The geoid height was determined by GEOID03.
 GO0474
 GO0474;                    North         East     Units Scale Factor Converg.
 GO0474;SPC NM W     -   660,190.547   749,918.524   MT  0.99999564   -0 32 25.8
 GO0474;SPC NM W     - 2,165,975.15  2,460,357.69   sFT  0.99999564   -0 32 25.8
 GO0474;UTM  12      - 4,091,608.099   701,905.472   MT  1.00010223   +1 21 48.5
 GO0474
 GO0474!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GO0474!SPC NM W     -   0.99974371  x   0.99999564  =   0.99973936
 GO0474!UTM  12      -   0.99974371  x   1.00010223  =   0.99984592
 GO0474
 GO0474:                Primary Azimuth Mark                     Grid Az
 GO0474:SPC NM W     -  SALT 2                                   118 02 47.9
 GO0474:UTM  12      -  SALT 2                                   116 08 33.6
 GO0474
 GO0474|---------------------------------------------------------------------|
 GO0474| PID    Reference Object                     Distance      Geod. Az  |
 GO0474|                                                           dddmmss.s |
 GO0474| GO0442 SALT 2                              APPROX.13.0 KM 1173022.1 |
 GO0474|---------------------------------------------------------------------|
 GO0474
 GO0474                          SUPERSEDED SURVEY CONTROL
 GO0474
 GO0474  NAD 83(1992)-  36 56 56.10836(N)    108 43 56.89553(W) AD(       ) 2
 GO0474  NAD 83(1992)-  36 56 56.10650(N)    108 43 56.89574(W) AD(       ) 2
 GO0474  NAD 83(1986)-  36 56 56.10153(N)    108 43 56.90046(W) AD(       ) 2
 GO0474  NAD 27      -  36 56 56.11845(N)    108 43 54.56188(W) AD(       ) 2
 GO0474  NGVD 29 (07/19/86) 1653.2    (m)         5424.     (f) VERT ANG       
 GO0474
 GO0474.Superseded values are not recommended for survey control.
 GO0474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GO0474.See file dsdata.txt to determine how the superseded data were derived.
 GO0474
 GO0474_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYF0190591608(NAD 83)
 GO0474_MARKER: DD = SURVEY DISK
 GO0474_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GO0474_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GO0474_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GO0474+STABILITY: SURFACE MOTION
 GO0474
 GO0474  HISTORY     - Date     Condition        Report By
 GO0474  HISTORY     - 1971     MONUMENTED       NMHD
 GO0474
 GO0474                          STATION DESCRIPTION
 GO0474
 GO0474'DESCRIBED BY NM HIGHWAY DEPT 1971 (CWW)
 GO0474'STATION IS LOCATED IN SAN JUAN COUNTY, NEW MEXICO, ON U. S. 666, 3.6
 GO0474'MILES SOUTH OF THE NEW MEXICO-COLORADO STATE LINE, AND 0.25 MILE
 GO0474'SOUTH OF R/W MARKER NUMBER 108+38.8.
 GO0474'
 GO0474'TO REACH THE STATION FROM THE NEW MEXICO-COLORADO STATE LINE, TRAVEL
 GO0474'SOUTH ON U. S. HIGHWAY 666 FOR 3.35 MILES.  TURN LEFT (EAST) AND
 GO0474'TRAVEL 0.25 MILES SOUTH TO TOP OF CUT AND STATION, WHICH IS 145.0
 GO0474'FEET LEFT (EAST) OF CENTERLINE OF U. S. 666.
 GO0474'
 GO0474'STATION IS A STANDARD NMSHC BRASS DISK SET IN A CONCRETE MONUMENT AND
 GO0474'IS STAMPED 3610845033-1971.  IT IS 1.5 FEET WEST OF A METAL WITNESS
 GO0474'POST, 4.0 FEET EAST OF EDGE OF CUT, AND 11.2 FEET WEST OF
 GO0474'FENCELINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GO0473 ***********************************************************************
 GO0473  DESIGNATION -  3610845034
 GO0473  PID         -  GO0473
 GO0473  STATE/COUNTY-  NM/SAN JUAN
 GO0473  USGS QUAD   -  SKINNEY ROCK (1983)
 GO0473
 GO0473                         *CURRENT SURVEY CONTROL
 GO0473  ___________________________________________________________________
 GO0473* NAD 83(1992)-  36 57 53.16358(N)    108 44 20.77615(W)     ADJUSTED  
 GO0473* NAVD 88     -      1611.5    (meters)    5287.     (feet)  VERTCON   
 GO0473  ___________________________________________________________________
 GO0473  LAPLACE CORR-           2.27  (seconds)                    DEFLEC99
 GO0473  GEOID HEIGHT-         -20.59  (meters)                     GEOID03
 GO0473
 GO0473  HORZ ORDER  -  SECOND
 GO0473
 GO0473.The horizontal coordinates were established by classical geodetic methods
 GO0473.and adjusted by the National Geodetic Survey in December 1993..
 GO0473
 GO0473.The NAVD 88 height was computed by applying the VERTCON shift value to
 GO0473.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GO0473
 GO0473.The Laplace correction was computed from DEFLEC99 derived deflections.
 GO0473
 GO0473.The geoid height was determined by GEOID03.
 GO0473
 GO0473;                    North         East     Units Scale Factor Converg.
 GO0473;SPC NM W     -   661,954.906   749,344.394   MT  0.99999678   -0 32 40.9
 GO0473;SPC NM W     - 2,171,763.72  2,458,474.07   sFT  0.99999678   -0 32 40.9
 GO0473;SPC CO S     -   342,886.517   625,991.369   MT  1.00005959   -1 59 12.5
 GO0473;SPC CO S     - 1,124,953.51  2,053,773.35   sFT  1.00005959   -1 59 12.5
 GO0473;UTM  12      - 4,093,352.586   701,272.962   MT  1.00009908   +1 21 36.0
 GO0473
 GO0473!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GO0473!SPC NM W     -   0.99975039  x   0.99999678  =   0.99974717
 GO0473!SPC CO S     -   0.99975039  x   1.00005959  =   0.99980997
 GO0473!UTM  12      -   0.99975039  x   1.00009908  =   0.99984945
 GO0473
 GO0473:                Primary Azimuth Mark                     Grid Az
 GO0473:SPC NM W     -  3610845035                               344 05 11.2
 GO0473:SPC CO S     -  3610845035                               345 31 42.8
 GO0473:UTM  12      -  3610845035                               342 10 54.3
 GO0473
 GO0473|---------------------------------------------------------------------|
 GO0473| PID    Reference Object                     Distance      Geod. Az  |
 GO0473|                                                           dddmmss.s |
 GO0473| GO0475 3610845035                          APPROX. 1.6 KM 3433230.3 |
 GO0473|---------------------------------------------------------------------|
 GO0473
 GO0473                          SUPERSEDED SURVEY CONTROL
 GO0473
 GO0473  NAD 83(1992)-  36 57 53.16404(N)    108 44 20.77702(W) AD(       ) 2
 GO0473  NAD 83(1992)-  36 57 53.16222(N)    108 44 20.77720(W) AD(       ) 2
 GO0473  NAD 83(1986)-  36 57 53.15706(N)    108 44 20.78195(W) AD(       ) 2
 GO0473  NAD 27      -  36 57 53.17501(N)    108 44 18.44206(W) AD(       ) 2
 GO0473  NGVD 29 (07/19/86) 1610.6    (m)         5284.     (f) VERT ANG       
 GO0473
 GO0473.Superseded values are not recommended for survey control.
 GO0473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GO0473.See file dsdata.txt to determine how the superseded data were derived.
 GO0473
 GO0473_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYF0127393353(NAD 83)
 GO0473_MARKER: DD = SURVEY DISK
 GO0473_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GO0473_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GO0473_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GO0473+STABILITY: SURFACE MOTION
 GO0473
 GO0473  HISTORY     - Date     Condition        Report By
 GO0473  HISTORY     - 1971     MONUMENTED       NMHD
 GO0473
 GO0473                          STATION DESCRIPTION
 GO0473
 GO0473'DESCRIBED BY NM HIGHWAY DEPT 1971 (CWW)
 GO0473'STATION IS LOCATED IN SAN JUAN COUNTY, NEW MEXICO, ON U. S. HIGHWAY
 GO0473'666, 2.45 MILES SOUTH OF THE NEW MEXICO-COLORADO STATE LINE, AND
 GO0473'0.45 MILES SOUTH OF A CONCRETE BOX CULVERT WHICH IS 2.0 MILES SOUTH
 GO0473'OF THE STATE LINE.
 GO0473'
 GO0473'TO REACH THE STATION FROM THE NEW MEXICO-COLORADO STATE LINE, TRAVEL
 GO0473'SOUTH 2.45 MILES ON U. S. 666.  STATION IS 97.2 FEET RIGHT (WEST)
 GO0473'OF CENTERLINE OF U. S. 666 FROM THIS POINT.
 GO0473'
 GO0473'STATION IS A STANDARD NMSHC BRASS DISK SET IN A CONCRETE MONUMENT
 GO0473'AND STAMPED 3610845034-1971.  IT IS 2.5 FEET EAST OF A METAL WITNESS
 GO0473'POST AND FENCELINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GO0475 ***********************************************************************
 GO0475  DESIGNATION -  3610845035
 GO0475  PID         -  GO0475
 GO0475  STATE/COUNTY-  NM/SAN JUAN
 GO0475  USGS QUAD   -  SKINNEY ROCK (1983)
 GO0475
 GO0475                         *CURRENT SURVEY CONTROL
 GO0475  ___________________________________________________________________
 GO0475* NAD 83(1992)-  36 58 44.15388(N)    108 44 39.55199(W)     ADJUSTED  
 GO0475* NAVD 88     -      1607.8    (meters)    5275.     (feet)  VERTCON   
 GO0475  ___________________________________________________________________
 GO0475  LAPLACE CORR-           2.55  (seconds)                    DEFLEC99
 GO0475  GEOID HEIGHT-         -20.56  (meters)                     GEOID03
 GO0475
 GO0475  HORZ ORDER  -  SECOND
 GO0475
 GO0475.The horizontal coordinates were established by classical geodetic methods
 GO0475.and adjusted by the National Geodetic Survey in December 1993..
 GO0475
 GO0475.The NAVD 88 height was computed by applying the VERTCON shift value to
 GO0475.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GO0475
 GO0475.The Laplace correction was computed from DEFLEC99 derived deflections.
 GO0475
 GO0475.The geoid height was determined by GEOID03.
 GO0475
 GO0475;                    North         East     Units Scale Factor Converg.
 GO0475;SPC NM W     -   663,531.135   748,894.993   MT  0.99999768   -0 32 52.8
 GO0475;SPC NM W     - 2,176,935.07  2,456,999.66   sFT  0.99999768   -0 32 52.8
 GO0475;SPC CO S     -   344,473.653   625,581.752   MT  1.00005591   -1 59 24.0
 GO0475;SPC CO S     - 1,130,160.64  2,052,429.46   sFT  1.00005591   -1 59 24.0
 GO0475;UTM  12      - 4,094,913.162   700,771.361   MT  1.00009660   +1 21 26.3
 GO0475
 GO0475!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GO0475!SPC NM W     -   0.99975097  x   0.99999768  =   0.99974865
 GO0475!SPC CO S     -   0.99975097  x   1.00005591  =   0.99980687
 GO0475!UTM  12      -   0.99975097  x   1.00009660  =   0.99984755
 GO0475
 GO0475:                Primary Azimuth Mark                     Grid Az
 GO0475:SPC NM W     -  BOUNDARY MI COR 313 CO NM                350 18 28.9
 GO0475:SPC CO S     -  BOUNDARY MI COR 313 CO NM                351 45 00.1
 GO0475:UTM  12      -  BOUNDARY MI COR 313 CO NM                348 24 09.8
 GO0475
 GO0475|---------------------------------------------------------------------|
 GO0475| PID    Reference Object                     Distance      Geod. Az  |
 GO0475|                                                           dddmmss.s |
 GO0475| GO0476 BOUNDARY MI COR 313 CO NM           APPROX. 2.2 KM 3494536.1 |
 GO0475|---------------------------------------------------------------------|
 GO0475
 GO0475                          SUPERSEDED SURVEY CONTROL
 GO0475
 GO0475  NAD 83(1992)-  36 58 44.15437(N)    108 44 39.55284(W) AD(       ) 2
 GO0475  NAD 83(1992)-  36 58 44.15257(N)    108 44 39.55299(W) AD(       ) 2
 GO0475  NAD 83(1986)-  36 58 44.14733(N)    108 44 39.55782(W) AD(       ) 2
 GO0475  NAD 27      -  36 58 44.16656(N)    108 44 37.21718(W) AD(       ) 2
 GO0475  NGVD 29 (07/19/86) 1606.9    (m)         5272.     (f) VERT ANG       
 GO0475
 GO0475.Superseded values are not recommended for survey control.
 GO0475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GO0475.See file dsdata.txt to determine how the superseded data were derived.
 GO0475
 GO0475_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYF0077194913(NAD 83)
 GO0475_MARKER: DD = SURVEY DISK
 GO0475_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GO0475_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GO0475_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GO0475+STABILITY: SURFACE MOTION
 GO0475
 GO0475  HISTORY     - Date     Condition        Report By
 GO0475  HISTORY     - 1971     MONUMENTED       NMHD
 GO0475
 GO0475                          STATION DESCRIPTION
 GO0475
 GO0475'DESCRIBED BY NM HIGHWAY DEPT 1971 (CWW)
 GO0475'STATION IS LOCATED IN SAN JUAN COUNTY, NEW MEXICO, ON U. S. HIGHWAY
 GO0475'666, 1.4 MILES SOUTH OF THE NEW MEXICO-COLORADO STATE LINE, AND 1.5
 GO0475'MILES SOUTH OF NMSHC R/W MARKER NUMBER 222+00.
 GO0475'
 GO0475'TO REACH THE STATION FROM THE NEW MEXICO-COLORADO STATE LINE, TRAVEL
 GO0475'SOUTH 1.4 MILES ON U. S. 666.  STATION IS 98.3 FEET RIGHT (WEST) OF
 GO0475'CENTERLINE OF U. S. 666 FROM THIS POINT.
 GO0475'
 GO0475'STATION IS A STANDARD NMSHC BRASS DISK SET IN A CONCRETE MONUMENT
 GO0475'AND IS STAMPED 3610845035-1971.  IT IS 1.4 FEET EAST OF A METAL
 GO0475'WITNESS POST AND FENCELINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GO0489 ***********************************************************************
 GO0489  DESIGNATION -  3610845037
 GO0489  PID         -  GO0489
 GO0489  STATE/COUNTY-  NM/SAN JUAN
 GO0489  USGS QUAD   -  SULPHUR SPRING (1979)
 GO0489
 GO0489                         *CURRENT SURVEY CONTROL
 GO0489  ___________________________________________________________________
 GO0489* NAD 83(1992)-  36 44 54.26009(N)    108 42 22.79894(W)     ADJUSTED  
 GO0489* NAVD 88     -      1577.7    (meters)    5176.     (feet)  VERTCON   
 GO0489  ___________________________________________________________________
 GO0489  LAPLACE CORR-          -1.53  (seconds)                    DEFLEC99
 GO0489  GEOID HEIGHT-         -21.04  (meters)                     GEOID03
 GO0489
 GO0489  HORZ ORDER  -  SECOND
 GO0489
 GO0489.The horizontal coordinates were established by classical geodetic methods
 GO0489.and adjusted by the National Geodetic Survey in December 1993..
 GO0489
 GO0489.The NAVD 88 height was computed by applying the VERTCON shift value to
 GO0489.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GO0489
 GO0489.The Laplace correction was computed from DEFLEC99 derived deflections.
 GO0489
 GO0489.The geoid height was determined by GEOID03.
 GO0489
 GO0489;                    North         East     Units Scale Factor Converg.
 GO0489;SPC NM W     -   637,918.103   752,043.191   MT  0.99999151   -0 31 20.4
 GO0489;SPC NM W     - 2,092,902.98  2,467,328.37   sFT  0.99999151   -0 31 20.4
 GO0489;UTM  12      - 4,069,415.751   704,767.577   MT  1.00011659   +1 22 22.0
 GO0489
 GO0489!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GO0489!SPC NM W     -   0.99975576  x   0.99999151  =   0.99974727
 GO0489!UTM  12      -   0.99975576  x   1.00011659  =   0.99987232
 GO0489
 GO0489:                Primary Azimuth Mark                     Grid Az
 GO0489:SPC NM W     -  RATTLESNAKE                              276 34 12.3
 GO0489:UTM  12      -  RATTLESNAKE                              274 40 29.9
 GO0489
 GO0489|---------------------------------------------------------------------|
 GO0489| PID    Reference Object                     Distance      Geod. Az  |
 GO0489|                                                           dddmmss.s |
 GO0489| GO0493 RATTLESNAKE                         APPROX. 9.0 KM 2760251.9 |
 GO0489|---------------------------------------------------------------------|
 GO0489
 GO0489                          SUPERSEDED SURVEY CONTROL
 GO0489
 GO0489  NAD 83(1992)-  36 44 54.26013(N)    108 42 22.79996(W) AD(       ) 2
 GO0489  NAD 83(1992)-  36 44 54.25767(N)    108 42 22.80052(W) AD(       ) 2
 GO0489  NAD 83(1986)-  36 44 54.25427(N)    108 42 22.80508(W) AD(       ) 2
 GO0489  NAD 27      -  36 44 54.25730(N)    108 42 20.49305(W) AD(       ) 2
 GO0489  NGVD 29 (07/19/86) 1576.8    (m)         5173.     (f) VERT ANG       
 GO0489
 GO0489.Superseded values are not recommended for survey control.
 GO0489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GO0489.See file dsdata.txt to determine how the superseded data were derived.
 GO0489
 GO0489_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYF0476869416(NAD 83)
 GO0489_MARKER: DD = SURVEY DISK
 GO0489_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GO0489_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GO0489_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GO0489+STABILITY: SURFACE MOTION
 GO0489
 GO0489  HISTORY     - Date     Condition        Report By
 GO0489  HISTORY     - 1971     MONUMENTED       NMHD
 GO0489
 GO0489                          STATION DESCRIPTION
 GO0489
 GO0489'DESCRIBED BY NM HIGHWAY DEPT 1971 (CWW)
 GO0489'STATION IS LOCATED IN SAN JUAN COUNTY, NEW MEXICO, ON U.S. HIGHWAY
 GO0489'666, 4.2 MILES SOUTH OF THE POST OFFICE AT SHIPROCK, NEW MEXICO, AND
 GO0489'0.4 MILES NORTH OF NMSHC MILEPOST NUMBER (0311) 90.
 GO0489'
 GO0489'TO REACH THE STATION FROM THE POST OFFICE AT SHIPROCK, NEW MEXICO,
 GO0489'TRAVEL SOUTH ON U.S. 666 FOR 4 MILES.  TURN RIGHT (WEST) ONTO A DIRT
 GO0489'ROAD.  TRAVEL IN A SOUTHWESTERLY DIRECTION FOR 0.2 MILE TO AN
 GO0489'INTERSECTION, TURN RIGHT (WEST) AND TRAVEL 200.0 FEET.  STATION IS
 GO0489'16.0 FEET NORTH OF CENTERLINE OF DIRT ROAD FROM THIS POINT.
 GO0489'
 GO0489'STATION IS A STANDARD NMSHC BRASS DISK SET IN A CONCRETE MONUMENT
 GO0489'AND IS STAMPED 3610845037 - 1971.  IT IS 2.2. FEET EAST OF A METAL
 GO0489'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GO0487 ***********************************************************************
 GO0487  DESIGNATION -  3610845038
 GO0487  PID         -  GO0487
 GO0487  STATE/COUNTY-  NM/SAN JUAN
 GO0487  USGS QUAD   -  SULPHUR SPRING (1979)
 GO0487
 GO0487                         *CURRENT SURVEY CONTROL
 GO0487  ___________________________________________________________________
 GO0487* NAD 83(1992)-  36 41 00.15472(N)    108 42 25.18587(W)     ADJUSTED  
 GO0487* NAVD 88     -      1618.0    (meters)    5308.     (feet)  VERTCON   
 GO0487  ___________________________________________________________________
 GO0487  LAPLACE CORR-          -2.39  (seconds)                    DEFLEC99
 GO0487  GEOID HEIGHT-         -21.12  (meters)                     GEOID03
 GO0487
 GO0487  HORZ ORDER  -  SECOND
 GO0487
 GO0487.The horizontal coordinates were established by classical geodetic methods
 GO0487.and adjusted by the National Geodetic Survey in December 1993..
 GO0487
 GO0487.The NAVD 88 height was computed by applying the VERTCON shift value to
 GO0487.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GO0487
 GO0487.The Laplace correction was computed from DEFLEC99 derived deflections.
 GO0487
 GO0487.The geoid height was determined by GEOID03.
 GO0487
 GO0487;                    North         East     Units Scale Factor Converg.
 GO0487;SPC NM W     -   630,702.554   751,918.194   MT  0.99999175   -0 31 19.0
 GO0487;SPC NM W     - 2,069,229.96  2,466,918.27   sFT  0.99999175   -0 31 19.0
 GO0487;UTM  12      - 4,062,199.108   704,881.101   MT  1.00011717   +1 22 13.1
 GO0487
 GO0487!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GO0487!SPC NM W     -   0.99974945  x   0.99999175  =   0.99974120
 GO0487!UTM  12      -   0.99974945  x   1.00011717  =   0.99986659
 GO0487
 GO0487:                Primary Azimuth Mark                     Grid Az
 GO0487:SPC NM W     -  SHIPROCK HIGHEST PINNACLE                272 53 25.8
 GO0487:UTM  12      -  SHIPROCK HIGHEST PINNACLE                270 59 53.7
 GO0487
 GO0487|---------------------------------------------------------------------|
 GO0487| PID    Reference Object                     Distance      Geod. Az  |
 GO0487|                                                           dddmmss.s |
 GO0487| GO0491 SHIPROCK HIGHEST PINNACLE           APPROX.11.6 KM 2722206.8 |
 GO0487|---------------------------------------------------------------------|
 GO0487
 GO0487                          SUPERSEDED SURVEY CONTROL
 GO0487
 GO0487  NAD 83(1992)-  36 41 00.15472(N)    108 42 25.18667(W) AD(       ) 2
 GO0487  NAD 83(1992)-  36 41 00.15183(N)    108 42 25.18759(W) AD(       ) 2
 GO0487  NAD 83(1986)-  36 41 00.14913(N)    108 42 25.19086(W) AD(       ) 2
 GO0487  NAD 27      -  36 41 00.14872(N)    108 42 22.88397(W) AD(       ) 2
 GO0487  NGVD 29 (07/19/86) 1617.1    (m)         5305.     (f) VERT ANG       
 GO0487
 GO0487.Superseded values are not recommended for survey control.
 GO0487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GO0487.See file dsdata.txt to determine how the superseded data were derived.
 GO0487
 GO0487_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYF0488162199(NAD 83)
 GO0487_MARKER: DD = SURVEY DISK
 GO0487_SETTING: 0 = UNSPECIFIED SETTING
 GO0487_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GO0487
 GO0487  HISTORY     - Date     Condition        Report By
 GO0487  HISTORY     - 1971     MONUMENTED       NMHD
 GO0487
 GO0487                          STATION DESCRIPTION
 GO0487
 GO0487'DESCRIBED BY NM HIGHWAY DEPT 1971 (CWW)
 GO0487'STATION IS LOCATED IN SAN JUAN COUNTY, NEW MEXICO, ON U. S. HIGHWAY
 GO0487'666, 8.55 MILES SOUTH OF THE POST OFFICE AT SHIPROCK, NEW MEXICO,
 GO0487'AND 341.5 FEET EAST OF NMSHC MILEPOST NUMBER (0311) 86.
 GO0487'
 GO0487'TO REACH THE STATION FROM THE POST OFFICE AT SHIPROCK, NEW MEXICO,
 GO0487'TRAVEL SOUTH ON U. S. 666 8.4 MILES TO A DIRT ROAD.  TURN LEFT
 GO0487'(EAST) ACROSS FROM NEW MEXICO HISTORICAL MARKER.  TAKE THE TURNOFF
 GO0487'AND TRAVEL 0.1 MILE, TURN RIGHT (SOUTH) AND TRAVEL .05 MILE TO
 GO0487'STATION, WHICH IS 319.5 FEET EAST OF CENTERLINE OF U. S. 666.
 GO0487'
 GO0487'STATION IS A STANDARD NMSHC BRASS DISK SET IN A CONCRETE
 GO0487'MONUMENT AND STAMPED 3610845038-1971.  IT IS 1.9 FEET WEST OF METAL
 GO0487'WITNESS POST.
 GO0487'
 GO0487'HEIGHT OF LIGHT ABOVE STATION MARK 1.52 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GO0485 ***********************************************************************
 GO0485  DESIGNATION -  3610845039
 GO0485  PID         -  GO0485
 GO0485  STATE/COUNTY-  NM/SAN JUAN
 GO0485  USGS QUAD   -  TABLE MESA (1979)
 GO0485
 GO0485                         *CURRENT SURVEY CONTROL
 GO0485  ___________________________________________________________________
 GO0485* NAD 83(1992)-  36 36 02.07479(N)    108 42 12.08528(W)     ADJUSTED  
 GO0485* NAVD 88     -      1654.1    (meters)    5427.     (feet)  VERTCON   
 GO0485  ___________________________________________________________________
 GO0485  LAPLACE CORR-          -3.47  (seconds)                    DEFLEC99
 GO0485  GEOID HEIGHT-         -21.13  (meters)                     GEOID03
 GO0485
 GO0485  HORZ ORDER  -  SECOND
 GO0485
 GO0485.The horizontal coordinates were established by classical geodetic methods
 GO0485.and adjusted by the National Geodetic Survey in December 1993..
 GO0485
 GO0485.The NAVD 88 height was computed by applying the VERTCON shift value to
 GO0485.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GO0485
 GO0485.The Laplace correction was computed from DEFLEC99 derived deflections.
 GO0485
 GO0485.The geoid height was determined by GEOID03.
 GO0485
 GO0485;                    North         East     Units Scale Factor Converg.
 GO0485;SPC NM W     -   621,511.663   752,160.162   MT  0.99999129   -0 31 07.5
 GO0485;SPC NM W     - 2,039,076.18  2,467,712.13   sFT  0.99999129   -0 31 07.5
 GO0485;UTM  12      - 4,053,020.036   705,426.195   MT  1.00011994   +1 22 11.3
 GO0485
 GO0485!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GO0485!SPC NM W     -   0.99974378  x   0.99999129  =   0.99973507
 GO0485!UTM  12      -   0.99974378  x   1.00011994  =   0.99986369
 GO0485
 GO0485:                Primary Azimuth Mark                     Grid Az
 GO0485:SPC NM W     -  3610845040                               186 01 32.6
 GO0485:UTM  12      -  3610845040                               184 08 13.8
 GO0485
 GO0485|---------------------------------------------------------------------|
 GO0485| PID    Reference Object                     Distance      Geod. Az  |
 GO0485|                                                           dddmmss.s |
 GO0485| GO0486 3610845040                          APPROX. 1.7 KM 1853025.1 |
 GO0485|---------------------------------------------------------------------|
 GO0485
 GO0485                          SUPERSEDED SURVEY CONTROL
 GO0485
 GO0485  NAD 83(1992)-  36 36 02.07458(N)    108 42 12.08585(W) AD(       ) 2
 GO0485  NAD 83(1992)-  36 36 02.07144(N)    108 42 12.08716(W) AD(       ) 2
 GO0485  NAD 83(1986)-  36 36 02.06933(N)    108 42 12.08901(W) AD(       ) 2
 GO0485  NAD 27      -  36 36 02.06455(N)    108 42 09.78009(W) AD(       ) 2
 GO0485  NGVD 29 (07/19/86) 1653.2    (m)         5424.     (f) VERT ANG       
 GO0485
 GO0485.Superseded values are not recommended for survey control.
 GO0485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GO0485.See file dsdata.txt to determine how the superseded data were derived.
 GO0485
 GO0485_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYF0542653020(NAD 83)
 GO0485_MARKER: DD = SURVEY DISK
 GO0485_SETTING: 0 = UNSPECIFIED SETTING
 GO0485_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GO0485
 GO0485  HISTORY     - Date     Condition        Report By
 GO0485  HISTORY     - 1971     MONUMENTED       NMHD
 GO0485
 GO0485                          STATION DESCRIPTION
 GO0485
 GO0485'DESCRIBED BY NM HIGHWAY DEPT 1971 (CWW)
 GO0485'STATION IS LOCATED IN SAN JUAN COUNTY, NEW MEXICO, ON U. S.
 GO0485'HIGHWAY 666, 14.2 MILES SOUTH OF THE POST OFFICE AT SHIPROCK, NEW
 GO0485'MEXICO, AND 0.8 MILES NORTH OF NMSHC MILEPOST NUMBER (0311) 81.
 GO0485'
 GO0485'TO REACH THE STATION FROM THE POST OFFICE AT SHIPROCK, NEW MEXICO,
 GO0485'TRAVEL SOUTH ON U. S. 666 14.2 MILES.  TURN LEFT (EAST) ONTO DIRT
 GO0485'ROAD, STATION IS 330.0 FEET EAST OF CENTERLINE OF U. S. 666.
 GO0485'
 GO0485'STATION IS A STANDARD NMSHC BRASS DISK SET IN A CONCRETE
 GO0485'MONUMENT AND IS STAMPED 3610845039 - 1971.  IT IS 1.8 FEET WEST OF A
 GO0485'METAL WITNESS POST.
 GO0485'
 GO0485'HEIGHT OF LIGHT ABOVE STATION MARK 1.52 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GO0486 ***********************************************************************
 GO0486  DESIGNATION -  3610845040
 GO0486  PID         -  GO0486
 GO0486  STATE/COUNTY-  NM/SAN JUAN
 GO0486  USGS QUAD   -  TABLE MESA (1979)
 GO0486
 GO0486                         *CURRENT SURVEY CONTROL
 GO0486  ___________________________________________________________________
 GO0486* NAD 83(1992)-  36 35 06.72490(N)    108 42 18.70232(W)     ADJUSTED  
 GO0486* NAVD 88     -      1672.7    (meters)    5488.     (feet)  VERTCON   
 GO0486  ___________________________________________________________________
 GO0486  LAPLACE CORR-          -3.84  (seconds)                    DEFLEC99
 GO0486  GEOID HEIGHT-         -21.12  (meters)                     GEOID03
 GO0486
 GO0486  HORZ ORDER  -  SECOND
 GO0486
 GO0486.The horizontal coordinates were established by classical geodetic methods
 GO0486.and adjusted by the National Geodetic Survey in December 1993..
 GO0486
 GO0486.The NAVD 88 height was computed by applying the VERTCON shift value to
 GO0486.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GO0486
 GO0486.The Laplace correction was computed from DEFLEC99 derived deflections.
 GO0486
 GO0486.The geoid height was determined by GEOID03.
 GO0486
 GO0486;                    North         East     Units Scale Factor Converg.
 GO0486;SPC NM W     -   619,807.077   751,980.232   MT  0.99999164   -0 31 10.8
 GO0486;SPC NM W     - 2,033,483.72  2,467,121.81   sFT  0.99999164   -0 31 10.8
 GO0486;UTM  12      - 4,051,310.228   705,302.513   MT  1.00011931   +1 22 05.6
 GO0486
 GO0486!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GO0486!SPC NM W     -   0.99974086  x   0.99999164  =   0.99973251
 GO0486!UTM  12      -   0.99974086  x   1.00011931  =   0.99986014
 GO0486
 GO0486:                Primary Azimuth Mark                     Grid Az
 GO0486:SPC NM W     -  3610845041                               192 22 45.9
 GO0486:UTM  12      -  3610845041                               190 29 29.5
 GO0486
 GO0486|---------------------------------------------------------------------|
 GO0486| PID    Reference Object                     Distance      Geod. Az  |
 GO0486|                                                           dddmmss.s |
 GO0486| GO0484 3610845041                          APPROX. 4.0 KM 1915135.1 |
 GO0486|---------------------------------------------------------------------|
 GO0486
 GO0486                          SUPERSEDED SURVEY CONTROL
 GO0486
 GO0486  NAD 83(1992)-  36 35 06.72471(N)    108 42 18.70285(W) AD(       ) 2
 GO0486  NAD 83(1992)-  36 35 06.72140(N)    108 42 18.70424(W) AD(       ) 2
 GO0486  NAD 83(1986)-  36 35 06.71948(N)    108 42 18.70583(W) AD(       ) 2
 GO0486  NAD 27      -  36 35 06.71451(N)    108 42 16.39520(W) AD(       ) 2
 GO0486  NGVD 29 (07/19/86) 1671.8    (m)         5485.     (f) VERT ANG       
 GO0486
 GO0486.Superseded values are not recommended for survey control.
 GO0486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GO0486.See file dsdata.txt to determine how the superseded data were derived.
 GO0486
 GO0486_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYF0530351310(NAD 83)
 GO0486_MARKER: DD = SURVEY DISK
 GO0486_SETTING: 0 = UNSPECIFIED SETTING
 GO0486_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GO0486
 GO0486  HISTORY     - Date     Condition        Report By
 GO0486  HISTORY     - 1971     MONUMENTED       NMHD
 GO0486
 GO0486                          STATION DESCRIPTION
 GO0486
 GO0486'DESCRIBED BY NM HIGHWAY DEPT 1971 (CWW)
 GO0486'STATION IS LOCATED IN SAN JUAN COUNTY, NEW MEXICO, ON U. S. HIGHWAY
 GO0486'666, 15.35 MILES SOUTH OF THE POST OFFICE AT SHIPROCK, NEW MEXICO,
 GO0486'AND 0.95 MILE NORTH OF NMSHC MILEPOST NUMBER (0311) 80.
 GO0486'
 GO0486'TO REACH THE STATION FROM THE POST OFFICE AT SHIPROCK, NEW MEXICO,
 GO0486'TRAVEL SOUTH ON U. S. 666 15.25 MILES AND TURN LEFT (EAST).  FOLLOW
 GO0486'DIRT ROAD .05 MILE, TURN LEFT (NORTH) AND TRAVEL .05 MILE TO
 GO0486'STATION, WHICH IS 330.0 FEET EAST OF CENTERLINE OF U. S. 666.
 GO0486'
 GO0486'STATION IS A STANDARD NMSHC BRASS DISK SET IN A CONCRETE MONUMENT
 GO0486'AND IS STAMPED 3610845040 - 1971.  IT IS 2.0 FEET WEST OF METAL
 GO0486'WITNESS POST.
 GO0486'
 GO0486'HEIGHT OF LIGHT ABOVE STATION MARK 1.52 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GO0484 ***********************************************************************
 GO0484  DESIGNATION -  3610845041
 GO0484  PID         -  GO0484
 GO0484  STATE/COUNTY-  NM/SAN JUAN
 GO0484  USGS QUAD   -  TABLE MESA (1979)
 GO0484
 GO0484                         *CURRENT SURVEY CONTROL
 GO0484  ___________________________________________________________________
 GO0484* NAD 83(1992)-  36 33 00.94137(N)    108 42 51.44075(W)     ADJUSTED  
 GO0484* NAVD 88     -      1692.9    (meters)    5554.     (feet)  VERTCON   
 GO0484  ___________________________________________________________________
 GO0484  LAPLACE CORR-          -4.48  (seconds)                    DEFLEC99
 GO0484  GEOID HEIGHT-         -21.08  (meters)                     GEOID03
 GO0484
 GO0484  HORZ ORDER  -  SECOND
 GO0484
 GO0484.The horizontal coordinates were established by classical geodetic methods
 GO0484.and adjusted by the National Geodetic Survey in December 1993..
 GO0484
 GO0484.The NAVD 88 height was computed by applying the VERTCON shift value to
 GO0484.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GO0484
 GO0484.The Laplace correction was computed from DEFLEC99 derived deflections.
 GO0484
 GO0484.The geoid height was determined by GEOID03.
 GO0484
 GO0484;                    North         East     Units Scale Factor Converg.
 GO0484;SPC NM W     -   615,937.424   751,130.905   MT  0.99999328   -0 31 28.8
 GO0484;SPC NM W     - 2,020,788.03  2,464,335.31   sFT  0.99999328   -0 31 28.8
 GO0484;UTM  12      - 4,047,414.218   704,580.985   MT  1.00011567   +1 21 42.0
 GO0484
 GO0484!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GO0484!SPC NM W     -   0.99973769  x   0.99999328  =   0.99973097
 GO0484!UTM  12      -   0.99973769  x   1.00011567  =   0.99985333
 GO0484
 GO0484:                Primary Azimuth Mark                     Grid Az
 GO0484:SPC NM W     -  REPTILE                                  142 20 45.4
 GO0484:UTM  12      -  REPTILE                                  140 27 34.6
 GO0484
 GO0484|---------------------------------------------------------------------|
 GO0484| PID    Reference Object                     Distance      Geod. Az  |
 GO0484|                                                           dddmmss.s |
 GO0484| GO0483 REPTILE                             APPROX. 5.8 KM 1414916.6 |
 GO0484|---------------------------------------------------------------------|
 GO0484
 GO0484                          SUPERSEDED SURVEY CONTROL
 GO0484
 GO0484  NAD 83(1992)-  36 33 00.94104(N)    108 42 51.44127(W) AD(       ) 2
 GO0484  NAD 83(1992)-  36 33 00.93770(N)    108 42 51.44277(W) AD(       ) 2
 GO0484  NAD 83(1986)-  36 33 00.93588(N)    108 42 51.44382(W) AD(       ) 2
 GO0484  NAD 27      -  36 33 00.93011(N)    108 42 49.13007(W) AD(       ) 2
 GO0484  NGVD 29 (07/19/86) 1692.0    (m)         5551.     (f) VERT ANG       
 GO0484
 GO0484.Superseded values are not recommended for survey control.
 GO0484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GO0484.See file dsdata.txt to determine how the superseded data were derived.
 GO0484
 GO0484_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYF0458147414(NAD 83)
 GO0484_MARKER: DD = SURVEY DISK
 GO0484_SETTING: 0 = UNSPECIFIED SETTING
 GO0484_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GO0484
 GO0484  HISTORY     - Date     Condition        Report By
 GO0484  HISTORY     - 1971     MONUMENTED       NMHD
 GO0484
 GO0484                          STATION DESCRIPTION
 GO0484
 GO0484'DESCRIBED BY NM HIGHWAY DEPT 1971 (CWW)
 GO0484'STATION IS LOCATED IN SAN JUAN COUNTY, NEW MEXICO ON U. S. HIGHWAY
 GO0484'666, 17.6 MILES SOUTH OF THE POST OFFICE AT SHIPROCK, NEW MEXICO,
 GO0484'AND 0.3 MILE SOUTH OF NMSHC MILEPOST NUMBER (0311) 77.
 GO0484'
 GO0484'TO REACH THE STATION FROM THE POST OFFICE AT SHIPROCK, NEW MEXICO,
 GO0484'TRAVEL SOUTH ON U. S. 666 17.6 MILES.  STATION, LOCATED ON TOP OF
 GO0484'BLUFF, IS 564 FEET EAST OF CENTERLINE OF U. S. 666 FROM THIS POINT.
 GO0484'IT IS APPROXIMATELY A TWO-MINUTE CLIMB TO THE TOP OF THE BLUFF.
 GO0484'
 GO0484'STATION IS A STANDARD NMSHC BRASS DISK SET IN A CONCRETE MONUMENT
 GO0484'AND IS STAMPED 3610845041 - 1971.  IT IS 2.4 FEET WEST OF A METAL
 GO0484'WITNESS POST AND 6.1 FEET EAST OF EDGE OF BLUFF.
 GO0484'
 GO0484'HEIGHT OF LIGHT ABOVE STATION MARK 1.52 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GO0030 ***********************************************************************
 GO0030  DESIGNATION -  362
 GO0030  PID         -  GO0030
 GO0030  STATE/COUNTY-  NM/SAN JUAN
 GO0030  USGS QUAD   -  HORN CANYON (1979)
 GO0030
 GO0030                         *CURRENT SURVEY CONTROL
 GO0030  ___________________________________________________________________
 GO0030* NAD 83(1986)-  36 42 05.     (N)    108 03 55.     (W)     SCALED    
 GO0030* NAVD 88     -      1670.607  (meters)    5480.98   (feet)  ADJUSTED  
 GO0030  ___________________________________________________________________
 GO0030  GEOID HEIGHT-         -21.10  (meters)                     GEOID03
 GO0030  DYNAMIC HT  -        1668.515 (meters)    5474.12  (feet)  COMP
 GO0030  MODELED GRAV-     979,321.3   (mgal)                       NAVD 88
 GO0030
 GO0030  VERT ORDER  -  SECOND    CLASS 0
 GO0030
 GO0030.The horizontal coordinates were scaled from a topographic map and have
 GO0030.an estimated accuracy of +/- 6 seconds.
 GO0030
 GO0030.The orthometric height was determined by differential leveling
 GO0030.and adjusted by the National Geodetic Survey in June 1991..
 GO0030
 GO0030.The geoid height was determined by GEOID03.
 GO0030
 GO0030.The dynamic height is computed by dividing the NAVD 88
 GO0030.geopotential number by the normal gravity value computed on the
 GO0030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GO0030.degrees latitude (g = 980.6199 gals.).
 GO0030
 GO0030.The modeled gravity was interpolated from observed gravity values.
 GO0030
 GO0030;                    North         East    Units  Estimated Accuracy
 GO0030;SPC NM W     -   632,370.      809,280.      MT  (+/- 180 meters Scaled)
 GO0030
 GO0030                          SUPERSEDED SURVEY CONTROL
 GO0030
 GO0030  NGVD 29 (??/??/92) 1669.632  (m)         5477.78   (f) ADJ UNCH    2 0
 GO0030
 GO0030.Superseded values are not recommended for survey control.
 GO0030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GO0030.See file dsdata.txt to determine how the superseded data were derived.
 GO0030
 GO0030_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYF621657(NAD 83)
 GO0030_MARKER: DD = SURVEY DISK
 GO0030_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GO0030_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GO0030_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GO0030
 GO0030  HISTORY     - Date     Condition        Report By
 GO0030  HISTORY     - UNK      MONUMENTED       USGS
 GO0030  HISTORY     - 1934     GOOD             NGS
 GO0030
 GO0030                          STATION DESCRIPTION
 GO0030
 GO0030'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GO0030'5.1 MI W FROM BLOOMFIELD.
 GO0030'5.1 MI WEST ON ROAD TO FARMINGTON.  AT THE CREST OF A RIDGE WEST OF A
 GO0030'WASH.  ABOUT 177 YDS WEST OF WOODEN BRIDGE NO. 1564 ACROSS A LARGE
 GO0030'WASH, 124 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 10 FEET NORTH
 GO0030'OF AN OLD ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0375 ***********************************************************************
 DR0375  DESIGNATION -  3622
 DR0375  PID         -  DR0375
 DR0375  STATE/COUNTY-  NM/CHAVES
 DR0375  USGS QUAD   -  ROSWELL SOUTH (1975)
 DR0375
 DR0375                         *CURRENT SURVEY CONTROL
 DR0375  ___________________________________________________________________
 DR0375* NAD 83(1986)-  33 18 23.     (N)    104 30 20.     (W)     SCALED    
 DR0375* NAVD 88     -      1104.283  (meters)    3622.97   (feet)  ADJUSTED  
 DR0375  ___________________________________________________________________
 DR0375  GEOID HEIGHT-         -23.14  (meters)                     GEOID03
 DR0375  DYNAMIC HT  -        1102.772 (meters)    3618.01  (feet)  COMP
 DR0375  MODELED GRAV-     979,231.5   (mgal)                       NAVD 88
 DR0375
 DR0375  VERT ORDER  -  SECOND    CLASS 0
 DR0375
 DR0375.The horizontal coordinates were scaled from a topographic map and have
 DR0375.an estimated accuracy of +/- 6 seconds.
 DR0375
 DR0375.The orthometric height was determined by differential leveling
 DR0375.and adjusted by the National Geodetic Survey in June 1991..
 DR0375
 DR0375.The geoid height was determined by GEOID03.
 DR0375
 DR0375.The dynamic height is computed by dividing the NAVD 88
 DR0375.geopotential number by the normal gravity value computed on the
 DR0375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0375.degrees latitude (g = 980.6199 gals.).
 DR0375
 DR0375.The modeled gravity was interpolated from observed gravity values.
 DR0375
 DR0375;                    North         East    Units  Estimated Accuracy
 DR0375;SPC NM E     -   255,740.      148,960.      MT  (+/- 180 meters Scaled)
 DR0375
 DR0375                          SUPERSEDED SURVEY CONTROL
 DR0375
 DR0375  NGVD 29 (??/??/92) 1103.716  (m)         3621.11   (f) ADJ UNCH    2 0
 DR0375
 DR0375.Superseded values are not recommended for survey control.
 DR0375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0375.See file dsdata.txt to determine how the superseded data were derived.
 DR0375
 DR0375_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES460853(NAD 83)
 DR0375_MARKER: DD = SURVEY DISK
 DR0375_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR0375_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DR0375_STAMPING: 3622
 DR0375_MARK LOGO: NGS   
 DR0375_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR0375_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR0375+STABILITY: SURFACE MOTION
 DR0375
 DR0375  HISTORY     - Date     Condition        Report By
 DR0375  HISTORY     - UNK      MONUMENTED       USGS
 DR0375  HISTORY     - 1961     GOOD             NGS
 DR0375  HISTORY     - 19960609 GOOD             CHANCE
 DR0375
 DR0375                          STATION DESCRIPTION
 DR0375
 DR0375'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 DR0375'8.45 MI SE FROM ROSWELL.
 DR0375'5.1 MILES SOUTH ALONG SOUTH MAIN STREET FROM THE COURTHOUSE AT
 DR0375'ROSWELL, THENCE 0.4 MILE SOUTH ALONG ESPLANADE AVENUE, THENCE 0.05
 DR0375'MILE WEST ALONG MARTIN STREET, THENCE 0.45 MILE SOUTH ALONG C STREET,
 DR0375'THENCE 0.05 MILE EAST ALONG 2ND STREET, THENCE 0.05 MILE SOUTH ALONG
 DR0375'GATE 8 ROAD, THENCE 0.8 MILE EAST ALONG 1ST STREET, THENCE 1.0 MILE
 DR0375'EAST ACROSS RUNWAY, THENCE 0.3 MILE WEST ALONG SECURITY FENCE, THENCE
 DR0375'0.25 MILE SOUTH ACROSS COUNTRY, 2.0 FEET WEST OF A METAL WITNESS POST
 DR0375'WITH SIGN, SET IN TOP OF A CYLINDRICAL CONCRETE POST PROJECTING 1 FOOT
 DR0375'ABOVE GROUND.
 DR0375
 DR0375                          STATION RECOVERY (1996)
 DR0375
 DR0375'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (KAL)
 DR0375'RECOVERY NOTE BY CHANCE 1996 RECOVERED AS DESCRIBED AND IN GOOD
 DR0375'CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GO0026 ***********************************************************************
 GO0026  DESIGNATION -  365
 GO0026  PID         -  GO0026
 GO0026  STATE/COUNTY-  NM/SAN JUAN
 GO0026  USGS QUAD   -  FARMINGTON SOUTH (1979)
 GO0026
 GO0026                         *CURRENT SURVEY CONTROL
 GO0026  ___________________________________________________________________
 GO0026* NAD 83(1986)-  36 42 27.     (N)    108 07 32.     (W)     SCALED    
 GO0026* NAVD 88     -      1622.545  (meters)    5323.30   (feet)  ADJUSTED  
 GO0026  ___________________________________________________________________
 GO0026  GEOID HEIGHT-         -21.13  (meters)                     GEOID03
 GO0026  DYNAMIC HT  -        1620.521 (meters)    5316.66  (feet)  COMP
 GO0026  MODELED GRAV-     979,327.4   (mgal)                       NAVD 88
 GO0026
 GO0026  VERT ORDER  -  SECOND    CLASS 0
 GO0026
 GO0026.The horizontal coordinates were scaled from a topographic map and have
 GO0026.an estimated accuracy of +/- 6 seconds.
 GO0026
 GO0026.The orthometric height was determined by differential leveling
 GO0026.and adjusted by the National Geodetic Survey in June 1991..
 GO0026
 GO0026.The geoid height was determined by GEOID03.
 GO0026
 GO0026.The dynamic height is computed by dividing the NAVD 88
 GO0026.geopotential number by the normal gravity value computed on the
 GO0026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GO0026.degrees latitude (g = 980.6199 gals.).
 GO0026
 GO0026.The modeled gravity was interpolated from observed gravity values.
 GO0026
 GO0026;                    North         East    Units  Estimated Accuracy
 GO0026;SPC NM W     -   633,060.      803,890.      MT  (+/- 180 meters Scaled)
 GO0026
 GO0026                          SUPERSEDED SURVEY CONTROL
 GO0026
 GO0026.No superseded survey control is available for this station.
 GO0026
 GO0026_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYF567662(NAD 83)
 GO0026_MARKER: DB = BENCH MARK DISK
 GO0026_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GO0026_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GO0026_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GO0026
 GO0026  HISTORY     - Date     Condition        Report By
 GO0026  HISTORY     - UNK      MONUMENTED       USGS
 GO0026  HISTORY     - 1934     GOOD             NGS
 GO0026
 GO0026                          STATION DESCRIPTION
 GO0026
 GO0026'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GO0026'5.5 MI E FROM FARMINGTON.
 GO0026'5.5 MI EAST ON ROAD TO BLOOMFIELD.  ON THE OLD ROAD TO BLOOMFIELD, AT
 GO0026'PLACE WHERE PRESENT HIGHWAY CUTS THRU A LOOP ON THE OLD ROAD, ABOUT
 GO0026'330 YDS SOUTHEAST OF CULVERT WHERE PRESENT ROAD CROSSES AN IRRIGATION
 GO0026'DITCH, AND ABOUT 210 YDS SOUTHWEST OF POINT WHERE OLD ROAD RE-ENTERS
 GO0026'PRESENT HIGHWAY, ABOUT 400 YDS SOUTHEAST OF A FENCE CORNER, 14 FEET
 GO0026'NORTH OF THE CENTERLINE OF THE OLD ROAD, AND 29 FEET NORTH OF A
 GO0026'3-STRAND WIRE FENCE.  NOTE-- CAP DISK HAS NOT BEEN STAMPED BUT 5310
 GO0026'FEET HAS BEEN CUT INTO THE DISK WITH A SHARP INSTRUMENT SUCH AS A
 GO0026'KNIFE BLADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0103 ***********************************************************************
 CY0103  DESIGNATION -  37 C
 CY0103  PID         -  CY0103
 CY0103  STATE/COUNTY-  NM/GRANT
 CY0103  USGS QUAD   -  SEPAR NE (1980)
 CY0103
 CY0103                         *CURRENT SURVEY CONTROL
 CY0103  ___________________________________________________________________
 CY0103* NAD 83(1986)-  32 10 48.     (N)    108 22 21.     (W)     SCALED    
 CY0103* NAVD 88     -      1374.656  (meters)    4510.02   (feet)  ADJUSTED  
 CY0103  ___________________________________________________________________
 CY0103  GEOID HEIGHT-         -25.05  (meters)                     GEOID03
 CY0103  DYNAMIC HT  -        1372.557 (meters)    4503.13  (feet)  COMP
 CY0103  MODELED GRAV-     979,064.1   (mgal)                       NAVD 88
 CY0103
 CY0103  VERT ORDER  -  FIRST     CLASS II
 CY0103
 CY0103.The horizontal coordinates were scaled from a topographic map and have
 CY0103.an estimated accuracy of +/- 6 seconds.
 CY0103
 CY0103.The orthometric height was determined by differential leveling
 CY0103.and adjusted by the National Geodetic Survey in June 1991..
 CY0103
 CY0103.The geoid height was determined by GEOID03.
 CY0103
 CY0103.The dynamic height is computed by dividing the NAVD 88
 CY0103.geopotential number by the normal gravity value computed on the
 CY0103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0103.degrees latitude (g = 980.6199 gals.).
 CY0103
 CY0103.The modeled gravity was interpolated from observed gravity values.
 CY0103
 CY0103;                    North         East    Units  Estimated Accuracy
 CY0103;SPC NM W     -   130,960.      779,160.      MT  (+/- 180 meters Scaled)
 CY0103
 CY0103                          SUPERSEDED SURVEY CONTROL
 CY0103
 CY0103  NGVD 29 (??/??/92) 1373.868  (m)         4507.43   (f) ADJ UNCH    1 2
 CY0103
 CY0103.Superseded values are not recommended for survey control.
 CY0103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0103.See file dsdata.txt to determine how the superseded data were derived.
 CY0103
 CY0103_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYA477634(NAD 83)
 CY0103_MARKER: P = PIPE CAP
 CY0103_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CY0103_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CY0103_STAMPING: 37 C 1906
 CY0103_PROJECTION: PROJECTING 35 CENTIMETERS
 CY0103_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CY0103
 CY0103  HISTORY     - Date     Condition        Report By
 CY0103  HISTORY     - 1906     MONUMENTED       USGS
 CY0103  HISTORY     - 1953     GOOD             NGS
 CY0103  HISTORY     - 1979     GOOD             NGS
 CY0103
 CY0103                          STATION DESCRIPTION
 CY0103
 CY0103'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CY0103'17.15 MI W FROM GAGE.
 CY0103'17.15 MILES WEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE SECTION
 CY0103'FOREMANS HOUSE AT GAGE, 15 POLES EAST OF MILEPOST 1171, 112 FEET
 CY0103'SOUTHEAST OF THE SOUTHEAST CORNER OF BRIDGE 1171.39, 95 FEET SOUTH OF
 CY0103'THE SOUTH RAIL, 140 FEET SOUTHWEST OF SEMAPHORE 11714, 2.4 FEET WEST
 CY0103'OF A WITNESS POST, RIVETED ON THE TOP OF A 3 1/2 INCH IRON PIPE WHICH
 CY0103'PROJECTS 1.4 FEET ABOVE THE GROUND.
 CY0103
 CY0103                          STATION RECOVERY (1979)
 CY0103
 CY0103'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CY0103'37.1 KILOMETERS (23.05 MILES) SOUTHEAST ALONG THE SOUTHERN PACIFIC
 CY0103'RAILROAD FROM ITS STATION IN LORDSBURG, 0.5 KILOMETER (0.3 MILE)
 CY0103'EAST OF MILE POST 1171, 0.1 KILOMETER (0.05 MILE) WEST OF HIGHWAY
 CY0103'MILE POST 46, 30.5 METERS (100 FEET) SOUTH OF THE SOUTH RAIL OF THE
 CY0103'MAIN TRACK, 58.7 METERS (193 FEET) NORTHEAST OF THE EAST END OF A
 CY0103'HEADWALL FOR A DOUBLE BOX CULVERT FOR THE HIGHWAY, 32 METERS (105
 CY0103'FEET) SOUTHWEST OF THE EASTERNMOST SWITCH FOR A SIDE TRACK, 29.5
 CY0103'METERS (97 FEET) NORTH OF THE NORTH HIGHWAY RIGHT-OF-WAY FENCE AND
 CY0103'28.4 METERS (93 FEET) SOUTHEAST OF THE EAST EDGE OF THE EASTERNMOST
 CY0103'1-METER CULVERT PIPE FOR THE RAILROAD.  THIS MARK IS LEANING TO THE
 CY0103'SOUTH AND THE HIGH POINT IS ETCHED ON THE DISK AT THE B OF BM.
 CY0103'THE MARK IS 1 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0942 ***********************************************************************
 CX0942  DESIGNATION -  37 C
 CX0942  PID         -  CX0942
 CX0942  STATE/COUNTY-  NM/LUNA
 CX0942  USGS QUAD   -  NUTT (1989)
 CX0942
 CX0942                         *CURRENT SURVEY CONTROL
 CX0942  ___________________________________________________________________
 CX0942* NAD 83(1986)-  32 34 20.     (N)    107 27 48.     (W)     SCALED    
 CX0942* NAVD 88     -      1429.727  (meters)    4690.70   (feet)  ADJUSTED  
 CX0942  ___________________________________________________________________
 CX0942  GEOID HEIGHT-         -23.80  (meters)                     GEOID03
 CX0942  DYNAMIC HT  -        1427.590 (meters)    4683.68  (feet)  COMP
 CX0942  MODELED GRAV-     979,093.5   (mgal)                       NAVD 88
 CX0942
 CX0942  VERT ORDER  -  FIRST     CLASS II
 CX0942
 CX0942.The horizontal coordinates were scaled from a topographic map and have
 CX0942.an estimated accuracy of +/- 6 seconds.
 CX0942
 CX0942.The orthometric height was determined by differential leveling
 CX0942.and adjusted by the National Geodetic Survey in June 1991..
 CX0942
 CX0942.The geoid height was determined by GEOID03.
 CX0942
 CX0942.The dynamic height is computed by dividing the NAVD 88
 CX0942.geopotential number by the normal gravity value computed on the
 CX0942.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0942.degrees latitude (g = 980.6199 gals.).
 CX0942
 CX0942.The modeled gravity was interpolated from observed gravity values.
 CX0942
 CX0942;                    North         East    Units  Estimated Accuracy
 CX0942;SPC NM W     -   174,380.      864,740.      MT  (+/- 180 meters Scaled)
 CX0942
 CX0942                          SUPERSEDED SURVEY CONTROL
 CX0942
 CX0942  NGVD 29 (??/??/92) 1429.021  (m)         4688.38   (f) ADJ UNCH    1 2
 CX0942
 CX0942.Superseded values are not recommended for survey control.
 CX0942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0942.See file dsdata.txt to determine how the superseded data were derived.
 CX0942
 CX0942_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBS687065(NAD 83)
 CX0942_MARKER: DD = SURVEY DISK
 CX0942_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX0942_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CX0942_STAMPING: 37 C 1934 4647
 CX0942_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX0942+STABILITY: SURFACE MOTION
 CX0942
 CX0942  HISTORY     - Date     Condition        Report By
 CX0942  HISTORY     - 1934     MONUMENTED       USGS
 CX0942  HISTORY     - 1953     GOOD             NGS
 CX0942  HISTORY     - 1980     GOOD             NGS
 CX0942  HISTORY     - 19860218 GOOD             USGS
 CX0942
 CX0942                          STATION DESCRIPTION
 CX0942
 CX0942'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CX0942'1.0 MI W FROM NUTT.
 CX0942'1.0 MILE WEST ALONG A DIM ROAD, WHICH CROSSES A PASTURE, FROM THE
 CX0942'RAILWAY SECTION HOUSE AT NUTT, 0.6 MILE NORTHWEST OF NEW MEXICO STATE
 CX0942'HIGHWAY 26, 0.4 MILE SOUTH OF THE C. A. LATHAM RANCH HOUSE, 87 FEET
 CX0942'WEST OF A FENCE CORNER, 18 FEET EAST OF THE EAST FENCE LINE OF A
 CX0942'CATTLE LANE, 1.5 FEET SOUTHWEST OF A REFERENCE POST, 1.0 FOOT NORTH OF
 CX0942'A FENCE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.9 FOOT
 CX0942'ABOVE THE GROUND.
 CX0942
 CX0942                          STATION RECOVERY (1980)
 CX0942
 CX0942'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CX0942'RECOVERED IN GOOD CONDITION.
 CX0942
 CX0942                          STATION RECOVERY (1986)
 CX0942
 CX0942'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986 (DJW)
 CX0942'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GO0006 ***********************************************************************
 GO0006  DESIGNATION -  370 RESET
 GO0006  PID         -  GO0006
 GO0006  STATE/COUNTY-  NM/SAN JUAN
 GO0006  USGS QUAD   -  FARMINGTON SOUTH (1979)
 GO0006
 GO0006                         *CURRENT SURVEY CONTROL
 GO0006  ___________________________________________________________________
 GO0006* NAD 83(1986)-  36 43 45.     (N)    108 12 18.     (W)     SCALED    
 GO0006* NAVD 88     -      1619.80   (+/-2cm)    5314.3    (feet)  VERTCON   
 GO0006  ___________________________________________________________________
 GO0006  GEOID HEIGHT-         -21.14  (meters)                     GEOID03
 GO0006
 GO0006  VERT ORDER  -  THIRD (See Below)
 GO0006
 GO0006.The horizontal coordinates were scaled from a topographic map and have
 GO0006.an estimated accuracy of +/- 6 seconds.
 GO0006
 GO0006.The NAVD 88 height was computed by applying the VERTCON shift value to
 GO0006.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GO0006.The vertical order pertains to the NGVD 29 superseded value.
 GO0006
 GO0006.The geoid height was determined by GEOID03.
 GO0006
 GO0006;                    North         East    Units  Estimated Accuracy
 GO0006;SPC NM W     -   635,490.      796,800.      MT  (+/- 180 meters Scaled)
 GO0006
 GO0006                          SUPERSEDED SURVEY CONTROL
 GO0006
 GO0006  NGVD 29 (??/??/??) 1618.84   (m)         5311.1    (f) RESET       3  
 GO0006
 GO0006.Superseded values are not recommended for survey control.
 GO0006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GO0006.See file dsdata.txt to determine how the superseded data were derived.
 GO0006
 GO0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYF495684(NAD 83)
 GO0006_MARKER: DD = SURVEY DISK
 GO0006_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GO0006_SP_SET: SIDEWALK
 GO0006_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GO0006
 GO0006  HISTORY     - Date     Condition        Report By
 GO0006  HISTORY     - 1934     MONUMENTED       NMHD
 GO0006  HISTORY     - 1949     GOOD             NGS
 GO0006  HISTORY     - 1984     MARK NOT FOUND   NGS
 GO0006
 GO0006                          STATION DESCRIPTION
 GO0006
 GO0006'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 GO0006'IN FARMINGTON.
 GO0006'AT FARMINGTON, SAN JUAN COUNTY, IN FRONT OF THE MAIN ENTRANCE TO THE
 GO0006'CITY HALL, AND IN THE SIDEWALK, 4 INCHES FROM THE BUILDING.  A UNITED
 GO0006'STATES GEOLOGICAL SURVEY STANDARD DISK.
 GO0006
 GO0006                          STATION RECOVERY (1984)
 GO0006
 GO0006'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GO0006'NOTE=THE OLD CITY HALL HAS BEEN TORN DOWN AND THERE IS A NEW SIDEWALK
 GO0006'AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0617 ***********************************************************************
 DR0617  DESIGNATION -  371+50
 DR0617  PID         -  DR0617
 DR0617  STATE/COUNTY-  NM/LINCOLN
 DR0617  USGS QUAD   -  RUIDOSO DOWNS (1963)
 DR0617
 DR0617                         *CURRENT SURVEY CONTROL
 DR0617  ___________________________________________________________________
 DR0617* NAD 83(1986)-  33 21 16.     (N)    105 33 06.     (W)     SCALED    
 DR0617* NAVD 88     -      1883.598  (meters)    6179.77   (feet)  ADJUSTED  
 DR0617  ___________________________________________________________________
 DR0617  GEOID HEIGHT-         -19.56  (meters)                     GEOID03
 DR0617  DYNAMIC HT  -        1880.784 (meters)    6170.54  (feet)  COMP
 DR0617  MODELED GRAV-     979,075.0   (mgal)                       NAVD 88
 DR0617
 DR0617  VERT ORDER  -  FIRST     CLASS II
 DR0617
 DR0617.The horizontal coordinates were scaled from a topographic map and have
 DR0617.an estimated accuracy of +/- 6 seconds.
 DR0617
 DR0617.The orthometric height was determined by differential leveling
 DR0617.and adjusted by the National Geodetic Survey in June 1991..
 DR0617
 DR0617.The geoid height was determined by GEOID03.
 DR0617
 DR0617.The dynamic height is computed by dividing the NAVD 88
 DR0617.geopotential number by the normal gravity value computed on the
 DR0617.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0617.degrees latitude (g = 980.6199 gals.).
 DR0617
 DR0617.The modeled gravity was interpolated from observed gravity values.
 DR0617
 DR0617;                    North         East    Units  Estimated Accuracy
 DR0617;SPC NM C     -   261,280.      564,990.      MT  (+/- 180 meters Scaled)
 DR0617
 DR0617                          SUPERSEDED SURVEY CONTROL
 DR0617
 DR0617  NGVD 29 (??/??/92) 1882.906  (m)         6177.50   (f) ADJ UNCH    1 2
 DR0617
 DR0617.Superseded values are not recommended for survey control.
 DR0617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0617.See file dsdata.txt to determine how the superseded data were derived.
 DR0617
 DR0617_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDS486907(NAD 83)
 DR0617_MARKER: DD = SURVEY DISK
 DR0617_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DR0617_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DR0617_STAMPING: 371+50
 DR0617_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR0617
 DR0617  HISTORY     - Date     Condition        Report By
 DR0617  HISTORY     - UNK      MONUMENTED       BPR
 DR0617  HISTORY     - 1934     GOOD             NGS
 DR0617  HISTORY     - 1963     MARK NOT FOUND   USGS
 DR0617
 DR0617                          STATION DESCRIPTION
 DR0617
 DR0617'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DR0617'18.9 MI W FROM HONDO.
 DR0617'18.9 MILES WEST ALONG U.S. HIGHWAY 70 FROM THE GENERAL STORE AT HONDO,
 DR0617'LINCOLN COUNTY, AT STATION 371+50, 650 FEET WEST OF THE WAYSIDE
 DR0617'GROCERY STORE, AND 50 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY. A
 DR0617'UNITED STATES BUREAU OF PUBLIC ROADS STANDARD CAP, STAMPED 371+50 AND
 DR0617'FASTENED ON THE TOP OF AN IRON PIPE SET IN CONCRETE.
 DR0617
 DR0617                          STATION RECOVERY (1963)
 DR0617
 DR0617'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 DR0617'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0606 ***********************************************************************
 CV0606  DESIGNATION -  374
 CV0606  PID         -  CV0606
 CV0606  STATE/COUNTY-  NM/EDDY
 CV0606  USGS QUAD   -  LOS MEDANOS (1985)
 CV0606
 CV0606                         *CURRENT SURVEY CONTROL
 CV0606  ___________________________________________________________________
 CV0606* NAD 83(1986)-  32 21 20.     (N)    103 49 04.     (W)     SCALED    
 CV0606* NAVD 88     -      1019.279  (meters)    3344.08   (feet)  ADJUSTED  
 CV0606  ___________________________________________________________________
 CV0606  GEOID HEIGHT-         -24.51  (meters)                     GEOID03
 CV0606  DYNAMIC HT  -        1017.806 (meters)    3339.25  (feet)  COMP
 CV0606  MODELED GRAV-     979,159.1   (mgal)                       NAVD 88
 CV0606
 CV0606  VERT ORDER  -  FIRST     CLASS I
 CV0606
 CV0606.The horizontal coordinates were scaled from a topographic map and have
 CV0606.an estimated accuracy of +/- 6 seconds.
 CV0606
 CV0606.The orthometric height was determined by differential leveling
 CV0606.and adjusted by the National Geodetic Survey in June 1991..
 CV0606
 CV0606.The geoid height was determined by GEOID03.
 CV0606
 CV0606.The dynamic height is computed by dividing the NAVD 88
 CV0606.geopotential number by the normal gravity value computed on the
 CV0606.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0606.degrees latitude (g = 980.6199 gals.).
 CV0606
 CV0606.The modeled gravity was interpolated from observed gravity values.
 CV0606
 CV0606;                    North         East    Units  Estimated Accuracy
 CV0606;SPC NM E     -   150,410.      213,520.      MT  (+/- 180 meters Scaled)
 CV0606
 CV0606                          SUPERSEDED SURVEY CONTROL
 CV0606
 CV0606  NGVD 29 (??/??/92) 1018.779  (m)         3342.44   (f) ADJ UNCH    1 1
 CV0606
 CV0606.Superseded values are not recommended for survey control.
 CV0606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0606.See file dsdata.txt to determine how the superseded data were derived.
 CV0606
 CV0606_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFR112804(NAD 83)
 CV0606_MARKER: DB = BENCH MARK DISK
 CV0606_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CV0606_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CV0606_STAMPING: IMC 374 424 FT N45W FROM S 1/4 COR SEC 30 T22SR31E
 CV0606_MARK LOGO: USGS  
 CV0606_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CV0606
 CV0606  HISTORY     - Date     Condition        Report By
 CV0606  HISTORY     - UNK      MONUMENTED       USGS
 CV0606  HISTORY     - 1977     GOOD             NGS
 CV0606  HISTORY     - 1981     GOOD             NGS
 CV0606
 CV0606                          STATION DESCRIPTION
 CV0606
 CV0606'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CV0606'44.95 MI EAST FROM CARLSBAD.
 CV0606'17.2 MILES NORTHEAST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE EAST END
 CV0606'OF THE BATAAN BRIDGE OVER THE PECOS RIVER, THENCE 14.95 MILES SOUTH
 CV0606'ALONG STATE HIGHWAY 31, THENCE 10.2 MILES EAST ALONG STATE HIGHWAY
 CV0606'128, THENCE 1.05 MILES NORTH ALONG A DIRT ROAD, THENCE 0.35 MILE EAST
 CV0606'ALONG A DIRT ORAD, THENCE 0.55 MILE NORTH ALONG A DIRT ROAD, THENCE
 CV0606'0.65 MILE NORTHEAST ALONG A DIRT ROAD, AT THE JUNCTION OF A DIRT ROAD
 CV0606'LEADING WEST TO ERDA POTASH DRILL HOLE P 6, 35 FT. NORTH OF THE CENTER
 CV0606'LINE OF THE ROAD, AT A POINT WHERE THE ROAD CURVES TO THE EAST, 34.5
 CV0606'FT. SOUTH OF THE EXTENDED CENTER LINE OF THE ROAD LEADING WEST, A DISK
 CV0606'CEMENTED IN THE TOP OF A 4-INCH IRON PIPE WHICH PROJECTS 4.5 FT. ABOVE
 CV0606'THE GROUND.  THE DISK IS NOT LEVEL, THE ROD WAS HELD ON THE HIGH
 CV0606'POINT.
 CV0606
 CV0606                          STATION RECOVERY (1981)
 CV0606
 CV0606'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CV0606'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GO0021 ***********************************************************************
 GO0021  DESIGNATION -  374
 GO0021  PID         -  GO0021
 GO0021  STATE/COUNTY-  NM/SAN JUAN
 GO0021  USGS QUAD   -  FARMINGTON SOUTH (1979)
 GO0021
 GO0021                         *CURRENT SURVEY CONTROL
 GO0021  ___________________________________________________________________
 GO0021* NAD 83(1986)-  36 44 54.     (N)    108 09 38.     (W)     SCALED    
 GO0021* NAVD 88     -      1636.427  (meters)    5368.84   (feet)  ADJUSTED  
 GO0021  ___________________________________________________________________
 GO0021  GEOID HEIGHT-         -21.10  (meters)                     GEOID03
 GO0021  DYNAMIC HT  -        1634.392 (meters)    5362.17  (feet)  COMP
 GO0021  MODELED GRAV-     979,331.4   (mgal)                       NAVD 88
 GO0021
 GO0021  VERT ORDER  -  FIRST     CLASS II
 GO0021
 GO0021.The horizontal coordinates were scaled from a topographic map and have
 GO0021.an estimated accuracy of +/- 6 seconds.
 GO0021
 GO0021.The orthometric height was determined by differential leveling
 GO0021.and adjusted by the National Geodetic Survey in June 1991..
 GO0021.WARNING-Repeat measurements at this control monument indicate possible
 GO0021.vertical movement.
 GO0021
 GO0021.The geoid height was determined by GEOID03.
 GO0021
 GO0021.The dynamic height is computed by dividing the NAVD 88
 GO0021.geopotential number by the normal gravity value computed on the
 GO0021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GO0021.degrees latitude (g = 980.6199 gals.).
 GO0021
 GO0021.The modeled gravity was interpolated from observed gravity values.
 GO0021
 GO0021;                    North         East    Units  Estimated Accuracy
 GO0021;SPC NM W     -   637,610.      800,780.      MT  (+/- 180 meters Scaled)
 GO0021
 GO0021                          SUPERSEDED SURVEY CONTROL
 GO0021
 GO0021  NGVD 29 (??/??/92) 1635.450  (m)         5365.64   (f) ADJ UNCH    1 2
 GO0021
 GO0021.Superseded values are not recommended for survey control.
 GO0021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GO0021.See file dsdata.txt to determine how the superseded data were derived.
 GO0021
 GO0021_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYF535707(NAD 83)
 GO0021_MARKER: DD = SURVEY DISK
 GO0021_SETTING: 0 = UNSPECIFIED SETTING
 GO0021_STAMPING: 374
 GO0021_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GO0021
 GO0021  HISTORY     - Date     Condition        Report By
 GO0021  HISTORY     - UNK      MONUMENTED       USGS
 GO0021  HISTORY     - 1934     GOOD             NGS
 GO0021  HISTORY     - 1984     MARK NOT FOUND   NGS
 GO0021
 GO0021                          STATION DESCRIPTION
 GO0021
 GO0021'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GO0021'3.1 MI N FROM FARMINGTON.
 GO0021'ABOUT 3.1 MI. N. OF FARMINGTON ON THE D. AND R. G. W. RY., 20 FT. W.
 GO0021'OF MILEPOST 493 AND 6 FT. E. OF    A WAGON ROAD.
 GO0021
 GO0021                          STATION RECOVERY (1984)
 GO0021
 GO0021'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GO0021'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0255 ***********************************************************************
 CE0255  DESIGNATION -  3750
 CE0255  PID         -  CE0255
 CE0255  STATE/COUNTY-  NM/DONA ANA
 CE0255  USGS QUAD   -  LA UNION (1995)
 CE0255
 CE0255                         *CURRENT SURVEY CONTROL
 CE0255  ___________________________________________________________________
 CE0255* NAD 83(1986)-  31 59 58.     (N)    106 38 03.     (W)     SCALED    
 CE0255* NAVD 88     -      1156.117  (meters)    3793.03   (feet)  ADJUSTED  
 CE0255  ___________________________________________________________________
 CE0255  GEOID HEIGHT-         -24.01  (meters)                     GEOID03
 CE0255  DYNAMIC HT  -        1154.397 (meters)    3787.38  (feet)  COMP
 CE0255  MODELED GRAV-     979,112.5   (mgal)                       NAVD 88
 CE0255
 CE0255  VERT ORDER  -  SECOND    CLASS 0
 CE0255
 CE0255.The horizontal coordinates were scaled from a topographic map and have
 CE0255.an estimated accuracy of +/- 6 seconds.
 CE0255
 CE0255.The orthometric height was determined by differential leveling
 CE0255.and adjusted by the National Geodetic Survey in June 1991..
 CE0255
 CE0255.The geoid height was determined by GEOID03.
 CE0255
 CE0255.The dynamic height is computed by dividing the NAVD 88
 CE0255.geopotential number by the normal gravity value computed on the
 CE0255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0255.degrees latitude (g = 980.6199 gals.).
 CE0255
 CE0255.The modeled gravity was interpolated from observed gravity values.
 CE0255
 CE0255;                    North         East    Units  Estimated Accuracy
 CE0255;SPC NM C     -   110,870.      463,700.      MT  (+/- 180 meters Scaled)
 CE0255
 CE0255                          SUPERSEDED SURVEY CONTROL
 CE0255
 CE0255  NGVD 29 (??/??/92) 1155.596  (m)         3791.32   (f) ADJ UNCH    2 0
 CE0255
 CE0255.Superseded values are not recommended for survey control.
 CE0255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0255.See file dsdata.txt to determine how the superseded data were derived.
 CE0255
 CE0255_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR456415(NAD 83)
 CE0255_MARKER: DD = SURVEY DISK
 CE0255_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CE0255_SP_SET: BRIDGE
 CE0255_STAMPING: 3750.23
 CE0255_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CE0255
 CE0255  HISTORY     - Date     Condition        Report By
 CE0255  HISTORY     - UNK      MONUMENTED       IBC
 CE0255  HISTORY     - 1952     GOOD             NGS
 CE0255
 CE0255                          STATION DESCRIPTION
 CE0255
 CE0255'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CE0255'1.8 MI W FROM LA TUNA.
 CE0255'0.15 MILE NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD FROM
 CE0255'THE STATION AT LA TUNA, THENCE 1.65 MILES WEST ALONG AN OILED ROAD, 60
 CE0255'FEET WEST OF THE CENTER LINE OF A GRAVELED ROAD LEADING NORTH, 15 FEET
 CE0255'NORTH OF THE CENTER LINE OF AN OILED ROAD, SET IN THE TOP OF THE
 CE0255'NORTHEAST WINGWALL OF A CONCRETE BRIDGE OVER THE RIO GRANDE RIVER.
 CE0255'NOTE-- 1.2 MI E OF VALLEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GO0019 ***********************************************************************
 GO0019  DESIGNATION -  377
 GO0019  PID         -  GO0019
 GO0019  STATE/COUNTY-  NM/SAN JUAN
 GO0019  USGS QUAD   -  FLORA VISTA (1979)
 GO0019
 GO0019                         *CURRENT SURVEY CONTROL
 GO0019  ___________________________________________________________________
 GO0019* NAD 83(1986)-  36 46 37.     (N)    108 07 07.     (W)     SCALED    
 GO0019* NAVD 88     -      1665.137  (meters)    5463.04   (feet)  ADJUSTED  
 GO0019  ___________________________________________________________________
 GO0019  GEOID HEIGHT-         -21.02  (meters)                     GEOID03
 GO0019  DYNAMIC HT  -        1663.054 (meters)    5456.20  (feet)  COMP
 GO0019  MODELED GRAV-     979,322.9   (mgal)                       NAVD 88
 GO0019
 GO0019  VERT ORDER  -  FIRST     CLASS II
 GO0019
 GO0019.The horizontal coordinates were scaled from a topographic map and have
 GO0019.an estimated accuracy of +/- 6 seconds.
 GO0019
 GO0019.The orthometric height was determined by differential leveling
 GO0019.and adjusted by the National Geodetic Survey in June 1991..
 GO0019
 GO0019.The geoid height was determined by GEOID03.
 GO0019
 GO0019.The dynamic height is computed by dividing the NAVD 88
 GO0019.geopotential number by the normal gravity value computed on the
 GO0019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GO0019.degrees latitude (g = 980.6199 gals.).
 GO0019
 GO0019.The modeled gravity was interpolated from observed gravity values.
 GO0019
 GO0019;                    North         East    Units  Estimated Accuracy
 GO0019;SPC NM W     -   640,770.      804,540.      MT  (+/- 180 meters Scaled)
 GO0019
 GO0019                          SUPERSEDED SURVEY CONTROL
 GO0019
 GO0019  NGVD 29 (??/??/92) 1664.142  (m)         5459.77   (f) ADJ UNCH    1 2
 GO0019
 GO0019.Superseded values are not recommended for survey control.
 GO0019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GO0019.See file dsdata.txt to determine how the superseded data were derived.
 GO0019
 GO0019_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYF571740(NAD 83)
 GO0019_MARKER: DD = SURVEY DISK
 GO0019_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GO0019_SP_SET: BRIDGE
 GO0019_STAMPING: 377
 GO0019_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GO0019
 GO0019  HISTORY     - Date     Condition        Report By
 GO0019  HISTORY     - UNK      MONUMENTED       USGS
 GO0019  HISTORY     - 1934     GOOD             NGS
 GO0019  HISTORY     - 1984     MARK NOT FOUND   NGS
 GO0019
 GO0019                          STATION DESCRIPTION
 GO0019
 GO0019'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GO0019'6.1 MI N FROM FARMINGTON.
 GO0019'ABOUT 6.1 MI. N. OF FARMINGTON ON THE D. AND R. G. W. RY., AT MILEPOST
 GO0019'490, AT THE SOUTH END OF A BRIDGE OVER A WASH, 50 FT. E. OF TRACKS AND
 GO0019'75 FT. W. OF A WAGON ROAD.
 GO0019
 GO0019                          STATION RECOVERY (1984)
 GO0019
 GO0019'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GO0019'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0238 ***********************************************************************
 CE0238  DESIGNATION -  3813
 CE0238  PID         -  CE0238
 CE0238  STATE/COUNTY-  NM/DONA ANA
 CE0238  USGS QUAD   -  LA UNION (1995)
 CE0238
 CE0238                         *CURRENT SURVEY CONTROL
 CE0238  ___________________________________________________________________
 CE0238* NAD 83(1986)-  31 56 59.     (N)    106 39 36.     (W)     SCALED    
 CE0238* NAVD 88     -      1162.581  (meters)    3814.23   (feet)  ADJUSTED  
 CE0238  ___________________________________________________________________
 CE0238  GEOID HEIGHT-         -24.11  (meters)                     GEOID03
 CE0238  DYNAMIC HT  -        1160.834 (meters)    3808.50  (feet)  COMP
 CE0238  MODELED GRAV-     979,096.9   (mgal)                       NAVD 88
 CE0238
 CE0238  VERT ORDER  -  SECOND    CLASS 0
 CE0238
 CE0238.The horizontal coordinates were scaled from a topographic map and have
 CE0238.an estimated accuracy of +/- 6 seconds.
 CE0238
 CE0238.The orthometric height was determined by differential leveling
 CE0238.and adjusted by the National Geodetic Survey in June 1991..
 CE0238
 CE0238.The geoid height was determined by GEOID03.
 CE0238
 CE0238.The dynamic height is computed by dividing the NAVD 88
 CE0238.geopotential number by the normal gravity value computed on the
 CE0238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0238.degrees latitude (g = 980.6199 gals.).
 CE0238
 CE0238.The modeled gravity was interpolated from observed gravity values.
 CE0238
 CE0238;                    North         East    Units  Estimated Accuracy
 CE0238;SPC NM C     -   105,370.      461,240.      MT  (+/- 180 meters Scaled)
 CE0238
 CE0238                          SUPERSEDED SURVEY CONTROL
 CE0238
 CE0238  NGVD 29 (??/??/92) 1162.045  (m)         3812.48   (f) ADJ UNCH    2 0
 CE0238
 CE0238.Superseded values are not recommended for survey control.
 CE0238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0238.See file dsdata.txt to determine how the superseded data were derived.
 CE0238
 CE0238_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR431360(NAD 83)
 CE0238_MARKER: DB = BENCH MARK DISK
 CE0238_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CE0238_SP_SET: BUILDING
 CE0238_STAMPING: 3813
 CE0238_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CE0238
 CE0238  HISTORY     - Date     Condition        Report By
 CE0238  HISTORY     - UNK      MONUMENTED       USGS
 CE0238  HISTORY     - 1953     GOOD             NGS
 CE0238
 CE0238                          STATION DESCRIPTION
 CE0238
 CE0238'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CE0238'0.35 MI SW FROM OLD LA UNION.
 CE0238'0.35 MILE SOUTHWEST ALONG AN OILED ROAD FROM THE NEW LA UNION
 CE0238'ELEMENTARY SCHOOL AT OLD LA UNION, AT THE SOUTHEAST ENTRANCE TO THE
 CE0238'VACANT OLD LA UNION GRAMMER SCHOOL, 14 FEET NORTHEAST OF THE NORTHEAST
 CE0238'EDGE OF A DOOR SILL, 1 FOOT SOUTHEAST OF THE SOUTHEAST WALL OF THE
 CE0238'BUILDING, SET IN THE TOP OF THE SECOND STEP FROM THE TOP OF THE
 CE0238'ENTRANCE TO THE BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0679 ***********************************************************************
 CX0679  DESIGNATION -  3813
 CX0679  PID         -  CX0679
 CX0679  STATE/COUNTY-  NM/DONA ANA
 CX0679  USGS QUAD   -  SAN MIGUEL (1955)
 CX0679
 CX0679                         *CURRENT SURVEY CONTROL
 CX0679  ___________________________________________________________________
 CX0679* NAD 83(1986)-  32 12 47.     (N)    106 43 37.     (W)     SCALED    
 CX0679* NAVD 88     -      1175.291  (meters)    3855.93   (feet)  ADJUSTED  
 CX0679  ___________________________________________________________________
 CX0679  GEOID HEIGHT-         -23.90  (meters)                     GEOID03
 CX0679  DYNAMIC HT  -        1173.558 (meters)    3850.25  (feet)  COMP
 CX0679  MODELED GRAV-     979,123.8   (mgal)                       NAVD 88
 CX0679
 CX0679  VERT ORDER  -  FIRST     CLASS II
 CX0679
 CX0679.The horizontal coordinates were scaled from a topographic map and have
 CX0679.an estimated accuracy of +/- 6 seconds.
 CX0679
 CX0679.The orthometric height was determined by differential leveling
 CX0679.and adjusted by the National Geodetic Survey in June 1991..
 CX0679
 CX0679.The geoid height was determined by GEOID03.
 CX0679
 CX0679.The dynamic height is computed by dividing the NAVD 88
 CX0679.geopotential number by the normal gravity value computed on the
 CX0679.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0679.degrees latitude (g = 980.6199 gals.).
 CX0679
 CX0679.The modeled gravity was interpolated from observed gravity values.
 CX0679
 CX0679;                    North         East    Units  Estimated Accuracy
 CX0679;SPC NM C     -   134,590.      455,040.      MT  (+/- 180 meters Scaled)
 CX0679
 CX0679                          SUPERSEDED SURVEY CONTROL
 CX0679
 CX0679  NGVD 29 (??/??/92) 1174.780  (m)         3854.26   (f) ADJ UNCH    1 2
 CX0679
 CX0679.Superseded values are not recommended for survey control.
 CX0679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0679.See file dsdata.txt to determine how the superseded data were derived.
 CX0679
 CX0679_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR372653(NAD 83)
 CX0679_MARKER: P = PIPE CAP
 CX0679_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX0679_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CX0679_STAMPING: 3854.343
 CX0679_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX0679+STABILITY: SURFACE MOTION
 CX0679
 CX0679  HISTORY     - Date     Condition        Report By
 CX0679  HISTORY     - UNK      MONUMENTED       USGS
 CX0679  HISTORY     - 1952     GOOD             NGS
 CX0679  HISTORY     - 1954     GOOD             NGS
 CX0679  HISTORY     - 1981     MARK NOT FOUND   NGS
 CX0679
 CX0679                          STATION DESCRIPTION
 CX0679
 CX0679'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CX0679'4.85 MI SE FROM MESILLA PARK.
 CX0679'4.85 MILES SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 CX0679'FROM THE STATION AT MESILLA PARK, AT A PRIVATE ROAD CROSSING, 122 FEET
 CX0679'NORTHWEST OF THE CENTER OF THE ROAD CROSSING, 75.5 FEET NORTHWEST OF
 CX0679'MILEPOST 1120, 47 FEET SOUTHWEST OF THE CENTER LINE OF U.S. HIGHWAYS
 CX0679'80 AND 85, 38 FEET NORTHEAST OF THE NORTHEAST RAIL, 3 FEET SOUTHWEST
 CX0679'OF A FENCE, 2.3 FEET NORTHWEST OF A WITNESS POST, RIVETED ON THE TOP
 CX0679'OF AN IRON PIPE WHICH PROJECTS 1.2 FEET ABOVE THE GROUND. NOTE-- IRON
 CX0679'PIPE ENCLOSED IN A CONCRETE POST.
 CX0679
 CX0679                          STATION RECOVERY (1954)
 CX0679
 CX0679'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 CX0679'RECOVERED IN GOOD CONDITION.
 CX0679
 CX0679                          STATION RECOVERY (1981)
 CX0679
 CX0679'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CX0679'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0575 ***********************************************************************
 CX0575  DESIGNATION -  382
 CX0575  PID         -  CX0575
 CX0575  STATE/COUNTY-  NM/OTERO
 CX0575  USGS QUAD   -  ELEPHANT MOUNTAIN (1955)
 CX0575
 CX0575                         *CURRENT SURVEY CONTROL
 CX0575  ___________________________________________________________________
 CX0575* NAD 83(1986)-  32 27 45.     (N)    106 08 12.     (W)     SCALED    
 CX0575* NAVD 88     -      1285.201  (meters)    4216.53   (feet)  ADJUSTED  
 CX0575  ___________________________________________________________________
 CX0575  GEOID HEIGHT-         -23.09  (meters)                     GEOID03
 CX0575  DYNAMIC HT  -        1283.318 (meters)    4210.35  (feet)  COMP
 CX0575  MODELED GRAV-     979,128.8   (mgal)                       NAVD 88
 CX0575
 CX0575  VERT ORDER  -  FIRST     CLASS II
 CX0575
 CX0575.The horizontal coordinates were scaled from a topographic map and have
 CX0575.an estimated accuracy of +/- 6 seconds.
 CX0575
 CX0575.The orthometric height was determined by differential leveling
 CX0575.and adjusted by the National Geodetic Survey in June 1991..
 CX0575
 CX0575.The geoid height was determined by GEOID03.
 CX0575
 CX0575.The dynamic height is computed by dividing the NAVD 88
 CX0575.geopotential number by the normal gravity value computed on the
 CX0575.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0575.degrees latitude (g = 980.6199 gals.).
 CX0575
 CX0575.The modeled gravity was interpolated from observed gravity values.
 CX0575
 CX0575;                    North         East    Units  Estimated Accuracy
 CX0575;SPC NM C     -   162,160.      510,650.      MT  (+/- 180 meters Scaled)
 CX0575
 CX0575                          SUPERSEDED SURVEY CONTROL
 CX0575
 CX0575  NGVD 29 (??/??/92) 1284.631  (m)         4214.66   (f) ADJ UNCH    1 2
 CX0575
 CX0575.Superseded values are not recommended for survey control.
 CX0575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0575.See file dsdata.txt to determine how the superseded data were derived.
 CX0575
 CX0575_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR931922(NAD 83)
 CX0575_MARKER: DE = TRAVERSE STATION DISK
 CX0575_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CX0575_SP_SET: DRILL HOLE
 CX0575_STAMPING: 382
 CX0575_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX0575
 CX0575  HISTORY     - Date     Condition        Report By
 CX0575  HISTORY     - UNK      MONUMENTED       WSMR
 CX0575  HISTORY     - 1965     GOOD             NGS
 CX0575
 CX0575                          STATION DESCRIPTION
 CX0575
 CX0575'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 CX0575'6.3 MI NW FROM OROGRANDE.
 CX0575'0.4 MILE WEST FROM THE SOUTHERN PACIFIC RAILROAD STATION IN OROGRANDE
 CX0575'TO U.S. HIGHWAY 54, THENCE 0.5 MILE SOUTHEAST ALONG U.S. HIGHWAY 54 TO
 CX0575'WSMR ROUTE NO. 2, THENCE 4.35 MILES NORTHWEST ALONG WSMR ROUTE NO. 2
 CX0575'TO THE EAST GUARD GATE TO WSMR, PASS THROUGH GUARD GATE AND CONTINUE
 CX0575'WEST 0.15 MILE TO WSMR NO. 252, THENCE NORTH 3.85 MILES ALONG WSMR NO.
 CX0575'252, THENCE EAST 0.25 MILE TO THE TOP OF A SMALL KNOLL SET IN A
 CX0575'DRILLHOLE IN THE NORTHWEST CORNER OF THE CONCRETE PAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0769 ***********************************************************************
 CX0769  DESIGNATION -  3833
 CX0769  PID         -  CX0769
 CX0769  STATE/COUNTY-  NM/DONA ANA
 CX0769  USGS QUAD   -  LAS CRUCES (1978)
 CX0769
 CX0769                         *CURRENT SURVEY CONTROL
 CX0769  ___________________________________________________________________
 CX0769* NAD 83(1986)-  32 15 10.     (N)    106 46 34.     (W)     SCALED    
 CX0769* NAVD 88     -      1181.392  (meters)    3875.95   (feet)  ADJUSTED  
 CX0769  ___________________________________________________________________
 CX0769  GEOID HEIGHT-         -24.01  (meters)                     GEOID03
 CX0769  DYNAMIC HT  -        1179.638 (meters)    3870.20  (feet)  COMP
 CX0769  MODELED GRAV-     979,113.4   (mgal)                       NAVD 88
 CX0769
 CX0769  VERT ORDER  -  SECOND    CLASS 0
 CX0769
 CX0769.The horizontal coordinates were scaled from a topographic map and have
 CX0769.an estimated accuracy of +/- 6 seconds.
 CX0769
 CX0769.The orthometric height was determined by differential leveling
 CX0769.and adjusted by the National Geodetic Survey in June 1991..
 CX0769
 CX0769.The geoid height was determined by GEOID03.
 CX0769
 CX0769.The dynamic height is computed by dividing the NAVD 88
 CX0769.geopotential number by the normal gravity value computed on the
 CX0769.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0769.degrees latitude (g = 980.6199 gals.).
 CX0769
 CX0769.The modeled gravity was interpolated from observed gravity values.
 CX0769
 CX0769;                    North         East    Units  Estimated Accuracy
 CX0769;SPC NM C     -   139,020.      450,430.      MT  (+/- 180 meters Scaled)
 CX0769
 CX0769                          SUPERSEDED SURVEY CONTROL
 CX0769
 CX0769  NGVD 29 (??/??/92) 1180.858  (m)         3874.20   (f) ADJ UNCH    2 0
 CX0769
 CX0769.Superseded values are not recommended for survey control.
 CX0769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0769.See file dsdata.txt to determine how the superseded data were derived.
 CX0769
 CX0769_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR326698(NAD 83)
 CX0769_MARKER: P = PIPE CAP
 CX0769_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CX0769_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CX0769_STAMPING: 3833
 CX0769_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX0769
 CX0769  HISTORY     - Date     Condition        Report By
 CX0769  HISTORY     - UNK      MONUMENTED       BOR
 CX0769  HISTORY     - 1953     MARK NOT FOUND   NGS
 CX0769
 CX0769                          STATION DESCRIPTION
 CX0769
 CX0769'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CX0769'2.9 MI SW FROM MESILLA PARK.
 CX0769'2.9 MILES SOUTHWEST OF MESILLA PARK, DONA ANA COUNTY.  THIS BENCH MARK
 CX0769'MAY BE REACHED FROM THE ATCHISON, TOPEKA AND SANTA FE RAILWAY STATION
 CX0769'BY GOING 1.2 MILES SOUTHEAST ALONG U. S. HIGHWAYS 80 AND 85, THENCE
 CX0769'1.7 MILES SOUTHWEST ALONG A GRAVEL ROAD.  IT IS 100 YARDS EAST OF THE
 CX0769'DOC ROBERTSON HOUSE, AT THE INTERSECTION OF A NORTH-AND-SOUTH ROAD,
 CX0769'123 FEET SOUTH OF AN IRRIGATION DITCH WHICH CROSSES THE INTERSECTION
 CX0769'OF THE ROADS, 28 FEET WEST OF THE CENTER LINE OF THE NORTH-AND-SOUTH
 CX0769'ROAD, AND 9 FEET NORTH OF THE CENTER LINE OF A DRIVEWAY TO THE HOUSE.
 CX0769'A UNITED STATES RECLAMATION SERVICE STANDARD CAP, STAMPED 3833 AND
 CX0769'RIVETED ON THE TOP OF AN IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0672 ***********************************************************************
 CX0672  DESIGNATION -  3837
 CX0672  PID         -  CX0672
 CX0672  STATE/COUNTY-  NM/DONA ANA
 CX0672  USGS QUAD   -  LAS CRUCES (1978)
 CX0672
 CX0672                         *CURRENT SURVEY CONTROL
 CX0672  ___________________________________________________________________
 CX0672* NAD 83(1986)-  32 16 30.     (N)    106 46 01.     (W)     SCALED    
 CX0672* NAVD 88     -      1182.554  (meters)    3879.76   (feet)  ADJUSTED  
 CX0672  ___________________________________________________________________
 CX0672  GEOID HEIGHT-         -23.95  (meters)                     GEOID03
 CX0672  DYNAMIC HT  -        1180.800 (meters)    3874.01  (feet)  COMP
 CX0672  MODELED GRAV-     979,114.9   (mgal)                       NAVD 88
 CX0672
 CX0672  VERT ORDER  -  SECOND    CLASS 0
 CX0672
 CX0672.The horizontal coordinates were scaled from a topographic map and have
 CX0672.an estimated accuracy of +/- 6 seconds.
 CX0672
 CX0672.The orthometric height was determined by differential leveling
 CX0672.and adjusted by the National Geodetic Survey in June 1991..
 CX0672
 CX0672.The geoid height was determined by GEOID03.
 CX0672
 CX0672.The dynamic height is computed by dividing the NAVD 88
 CX0672.geopotential number by the normal gravity value computed on the
 CX0672.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0672.degrees latitude (g = 980.6199 gals.).
 CX0672
 CX0672.The modeled gravity was interpolated from observed gravity values.
 CX0672
 CX0672;                    North         East    Units  Estimated Accuracy
 CX0672;SPC NM C     -   141,480.      451,300.      MT  (+/- 180 meters Scaled)
 CX0672
 CX0672                          SUPERSEDED SURVEY CONTROL
 CX0672
 CX0672  NGVD 29 (??/??/92) 1182.018  (m)         3878.00   (f) ADJ UNCH    2 0
 CX0672
 CX0672.Superseded values are not recommended for survey control.
 CX0672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0672.See file dsdata.txt to determine how the superseded data were derived.
 CX0672
 CX0672_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR335722(NAD 83)
 CX0672_MARKER: P = PIPE CAP
 CX0672_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CX0672_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CX0672_STAMPING: 3878.217
 CX0672_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX0672
 CX0672  HISTORY     - Date     Condition        Report By
 CX0672  HISTORY     - UNK      MONUMENTED       USGS
 CX0672  HISTORY     - 1952     POOR             NGS
 CX0672
 CX0672                          STATION DESCRIPTION
 CX0672
 CX0672'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CX0672'0.2 MI SE FROM MESILLA PARK.
 CX0672'AT MESILLA PARK, DONA ANA COUNTY, ON THE ATCHISON, TOPEKA AND SANTA FE
 CX0672'RAILWAY, 0.2 MILE SOUTHEAST OF THE STATION, AT THE STOCK PENS, BETWEEN
 CX0672'THE MAIN TRACK AND A SIDE TRACK, 21 FEET SOUTHWEST OF THE CENTER LINE
 CX0672'OF THE MAIN TRACK, AND 19 FEET NORTHWEST OF THE STOCK PENS. A U.S.
 CX0672'GEOLOGICAL SURVEY STANDARD CAP, STAMPED 3878.217 AND RIVETED ON THE
 CX0672'TOP OF A 3 1/2 INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GO0016 ***********************************************************************
 GO0016  DESIGNATION -  384
 GO0016  PID         -  GO0016
 GO0016  STATE/COUNTY-  NM/SAN JUAN
 GO0016  USGS QUAD   -  FLORA VISTA (1979)
 GO0016
 GO0016                         *CURRENT SURVEY CONTROL
 GO0016  ___________________________________________________________________
 GO0016* NAD 83(1986)-  36 48 30.     (N)    108 01 26.     (W)     SCALED    
 GO0016* NAVD 88     -      1705.631  (meters)    5595.89   (feet)  POSTED    
 GO0016  ___________________________________________________________________
 GO0016  GEOID HEIGHT-         -20.89  (meters)                     GEOID03
 GO0016  DYNAMIC HT  -        1703.490 (meters)    5588.87  (feet)  COMP
 GO0016  MODELED GRAV-     979,316.7   (mgal)                       NAVD 88
 GO0016
 GO0016  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 GO0016
 GO0016.The horizontal coordinates were scaled from a topographic map and have
 GO0016.an estimated accuracy of +/- 6 seconds.
 GO0016
 GO0016.The orthometric height was determined by differential leveling
 GO0016.and adjusted by the National Geodetic Survey in 1992..
 GO0016.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 GO0016.rate of 2.1 thru 3.0 mm/km.
 GO0016
 GO0016.The geoid height was determined by GEOID03.
 GO0016
 GO0016.The dynamic height is computed by dividing the NAVD 88
 GO0016.geopotential number by the normal gravity value computed on the
 GO0016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GO0016.degrees latitude (g = 980.6199 gals.).
 GO0016
 GO0016.The modeled gravity was interpolated from observed gravity values.
 GO0016
 GO0016;                    North         East    Units  Estimated Accuracy
 GO0016;SPC NM W     -   644,230.      813,000.      MT  (+/- 180 meters Scaled)
 GO0016
 GO0016                          SUPERSEDED SURVEY CONTROL
 GO0016
 GO0016  NGVD 29 (??/??/92) 1704.638  (m)         5592.63   (f) ADJ UNCH    1 2
 GO0016
 GO0016.Superseded values are not recommended for survey control.
 GO0016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GO0016.See file dsdata.txt to determine how the superseded data were derived.
 GO0016
 GO0016_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYF655777(NAD 83)
 GO0016_MARKER: P = PIPE CAP
 GO0016_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GO0016_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GO0016_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GO0016
 GO0016  HISTORY     - Date     Condition        Report By
 GO0016  HISTORY     - UNK      MONUMENTED       USGS
 GO0016  HISTORY     - 1928     GOOD             NGS
 GO0016  HISTORY     - 1948     GOOD             LOCSUR
 GO0016
 GO0016                          STATION DESCRIPTION
 GO0016
 GO0016'DESCRIBED BY NATIONAL GEODETIC SURVEY 1928
 GO0016'3.5 MI N FROM FLORA VISTA.
 GO0016'50 FT. EAST OF D. AND R. G. RR. TRACKS, AT A FENCE CORNER, 15 FT. WEST
 GO0016'OF WAGON ROAD.
 GO0016
 GO0016                          STATION RECOVERY (1948)
 GO0016
 GO0016'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1948
 GO0016'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0658 ***********************************************************************
 CX0658  DESIGNATION -  3855 A
 CX0658  PID         -  CX0658
 CX0658  STATE/COUNTY-  NM/DONA ANA
 CX0658  USGS QUAD   -  LAS CRUCES (1978)
 CX0658
 CX0658                         *CURRENT SURVEY CONTROL
 CX0658  ___________________________________________________________________
 CX0658* NAD 83(1986)-  32 18 40.     (N)    106 47 01.     (W)     SCALED    
 CX0658* NAVD 88     -      1188.089  (meters)    3897.92   (feet)  ADJUSTED  
 CX0658  ___________________________________________________________________
 CX0658  GEOID HEIGHT-         -23.94  (meters)                     GEOID03
 CX0658  DYNAMIC HT  -        1186.329 (meters)    3892.15  (feet)  COMP
 CX0658  MODELED GRAV-     979,117.1   (mgal)                       NAVD 88
 CX0658
 CX0658  VERT ORDER  -  FIRST     CLASS II
 CX0658
 CX0658.The horizontal coordinates were scaled from a topographic map and have
 CX0658.an estimated accuracy of +/- 6 seconds.
 CX0658
 CX0658.The orthometric height was determined by differential leveling
 CX0658.and adjusted by the National Geodetic Survey in June 1991..
 CX0658
 CX0658.The geoid height was determined by GEOID03.
 CX0658
 CX0658.The dynamic height is computed by dividing the NAVD 88
 CX0658.geopotential number by the normal gravity value computed on the
 CX0658.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0658.degrees latitude (g = 980.6199 gals.).
 CX0658
 CX0658.The modeled gravity was interpolated from observed gravity values.
 CX0658
 CX0658;                    North         East    Units  Estimated Accuracy
 CX0658;SPC NM C     -   145,490.      449,750.      MT  (+/- 180 meters Scaled)
 CX0658
 CX0658                          SUPERSEDED SURVEY CONTROL
 CX0658
 CX0658  NGVD 29 (??/??/92) 1187.535  (m)         3896.10   (f) ADJ UNCH    1 2
 CX0658
 CX0658.Superseded values are not recommended for survey control.
 CX0658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0658.See file dsdata.txt to determine how the superseded data were derived.
 CX0658
 CX0658_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR320763(NAD 83)
 CX0658_MARKER: P = PIPE CAP
 CX0658_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CX0658_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CX0658_STAMPING: 3896.160
 CX0658_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX0658
 CX0658  HISTORY     - Date     Condition        Report By
 CX0658  HISTORY     - UNK      MONUMENTED       USGS
 CX0658  HISTORY     - 1952     GOOD             NGS
 CX0658  HISTORY     - 1981     MARK NOT FOUND   NGS
 CX0658
 CX0658                          STATION DESCRIPTION
 CX0658
 CX0658'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CX0658'IN LAS CRUCES.
 CX0658'AT LAS CRICES, AT THE INTERSECTION OF RAYMOND ST. AND COURT ST. 74.5
 CX0658'FEET SOUTHEAST OF THE SOUTHWEST CORNER OF THE LAS CRUCES JUNIOR HIGH
 CX0658'SCHOOL BUILDING 32 FEET EAST OF THE WEST EDGE OF THE EAST CURB OF
 CX0658'RAYMOND ST, 14.5 FEET NORTH OF THE SOUTH EDGE OF THE NORTH CURB OF THE
 CX0658'SIDEWALK OF COURT ST., 22.5 FEET EAST OF A 6 INCH COTTONWOOD TREE,
 CX0658'RIVETED ON THE TOP OF A 3 INCH IRON PIPE WHICH PROJECTS 0.2 FOOT ABOVE
 CX0658'THE GROUND.
 CX0658
 CX0658                          STATION RECOVERY (1981)
 CX0658
 CX0658'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CX0658'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0664 ***********************************************************************
 CX0664  DESIGNATION -  3855 RESET
 CX0664  PID         -  CX0664
 CX0664  STATE/COUNTY-  NM/DONA ANA
 CX0664  USGS QUAD   -  LAS CRUCES (1978)
 CX0664
 CX0664                         *CURRENT SURVEY CONTROL
 CX0664  ___________________________________________________________________
 CX0664* NAD 83(1986)-  32 18 16.     (N)    106 47 06.     (W)     SCALED    
 CX0664* NAVD 88     -      1187.161  (meters)    3894.88   (feet)  ADJUSTED  
 CX0664  ___________________________________________________________________
 CX0664  GEOID HEIGHT-         -23.96  (meters)                     GEOID03
 CX0664  DYNAMIC HT  -        1185.401 (meters)    3889.10  (feet)  COMP
 CX0664  MODELED GRAV-     979,116.3   (mgal)                       NAVD 88
 CX0664
 CX0664  VERT ORDER  -  FIRST     CLASS II
 CX0664
 CX0664.The horizontal coordinates were scaled from a topographic map and have
 CX0664.an estimated accuracy of +/- 6 seconds.
 CX0664
 CX0664.The orthometric height was determined by differential leveling
 CX0664.and adjusted by the National Geodetic Survey in June 1991..
 CX0664
 CX0664.The geoid height was determined by GEOID03.
 CX0664
 CX0664.The dynamic height is computed by dividing the NAVD 88
 CX0664.geopotential number by the normal gravity value computed on the
 CX0664.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0664.degrees latitude (g = 980.6199 gals.).
 CX0664
 CX0664.The modeled gravity was interpolated from observed gravity values.
 CX0664
 CX0664;                    North         East    Units  Estimated Accuracy
 CX0664;SPC NM C     -   144,750.      449,620.      MT  (+/- 180 meters Scaled)
 CX0664
 CX0664                          SUPERSEDED SURVEY CONTROL
 CX0664
 CX0664  NGVD 29 (??/??/92) 1186.605  (m)         3893.05   (f) ADJ UNCH    1 2
 CX0664
 CX0664.Superseded values are not recommended for survey control.
 CX0664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0664.See file dsdata.txt to determine how the superseded data were derived.
 CX0664
 CX0664_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR319755(NAD 83)
 CX0664_MARKER: DD = SURVEY DISK
 CX0664_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CX0664_SP_SET: CONCRETE BASE
 CX0664_STAMPING: 3851.260 3 3852.00 3852.00 3851.26
 CX0664_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX0664
 CX0664  HISTORY     - Date     Condition        Report By
 CX0664  HISTORY     - 1952     MONUMENTED       USGS
 CX0664  HISTORY     - 1952     GOOD             NGS
 CX0664  HISTORY     - 1981     MARK NOT FOUND   NGS
 CX0664
 CX0664                          STATION DESCRIPTION
 CX0664
 CX0664'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CX0664'0.25 MI S FROM LAS CRUCES.
 CX0664'0.25 MILE SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD FROM
 CX0664'THE STATION AT LAS CRUCES, AT THE U.S. BUREAU OF RECLAMATION SERVICE
 CX0664'YARD, 100 FEET NORTH OF THE NORTHWEST CORNER OF A WAREHOUSE, A CAP
 CX0664'RIVETED ON THE TOP OF AN IRON PIPE WHICH IS SET IN THE TOP OF THE
 CX0664'CONCRETE BASE OF A FLAGPOLE, 0.7 FOOT ABOVE THE CONCRETE BASE.
 CX0664
 CX0664                          STATION RECOVERY (1981)
 CX0664
 CX0664'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CX0664'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR1035 ***********************************************************************
 DR1035  DESIGNATION -  3862
 DR1035  PID         -  DR1035
 DR1035  STATE/COUNTY-  NM/CHAVES
 DR1035  USGS QUAD   -  KING CAMP (1975)
 DR1035
 DR1035                         *CURRENT SURVEY CONTROL
 DR1035  ___________________________________________________________________
 DR1035* NAD 83(1992)-  33 04 28.70173(N)    104 02 36.40712(W)     ADJUSTED  
 DR1035* NAVD 88     -      1177.41   (+/-2cm)    3862.9    (feet)  VERTCON   
 DR1035  ___________________________________________________________________
 DR1035  LAPLACE CORR-           3.12  (seconds)                    DEFLEC99
 DR1035  GEOID HEIGHT-         -22.67  (meters)                     GEOID03
 DR1035
 DR1035  HORZ ORDER  -  THIRD
 DR1035  VERT ORDER  -  THIRD ? (See Below)
 DR1035
 DR1035.The horizontal coordinates were established by classical geodetic methods
 DR1035.and adjusted by the National Geodetic Survey in December 1993..
 DR1035
 DR1035.The NAVD 88 height was computed by applying the VERTCON shift value to
 DR1035.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DR1035.The vertical order pertains to the NGVD 29 superseded value.
 DR1035
 DR1035.The Laplace correction was computed from DEFLEC99 derived deflections.
 DR1035
 DR1035.The geoid height was determined by GEOID03.
 DR1035
 DR1035;                    North         East     Units Scale Factor Converg.
 DR1035;SPC NM E     -   230,068.060   192,065.617   MT  0.99991812   +0 09 29.5
 DR1035;SPC NM E     -   754,814.96    630,135.28   sFT  0.99991812   +0 09 29.5
 DR1035;UTM  13      - 3,659,968.275   589,283.626   MT  0.99969829   +0 31 19.4
 DR1035
 DR1035!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR1035!SPC NM E     -   0.99981874  x   0.99991812  =   0.99973687
 DR1035!UTM  13      -   0.99981874  x   0.99969829  =   0.99951708
 DR1035
 DR1035                          SUPERSEDED SURVEY CONTROL
 DR1035
 DR1035  NAD 83(1986)-  33 04 28.70674(N)    104 02 36.39925(W) AD(       ) 3
 DR1035  NGVD 29 (12/31/91) 1176.94   (m)         3861.3    (f) LEVELING    3  
 DR1035
 DR1035.Superseded values are not recommended for survey control.
 DR1035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR1035.See file dsdata.txt to determine how the superseded data were derived.
 DR1035
 DR1035_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES8928459968(NAD 83)
 DR1035_MARKER: DS = TRIANGULATION STATION DISK
 DR1035_SETTING: 0 = UNSPECIFIED SETTING
 DR1035_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR1035
 DR1035  HISTORY     - Date     Condition        Report By
 DR1035  HISTORY     - 1947     MONUMENTED       USGS
 DR1035
 DR1035                          STATION DESCRIPTION
 DR1035
 DR1035'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 DR1035'LOCATED ABOUT 17 MI. E. AND 3 MI. S. OF HAGERMAN ON A HIGH POINT OF
 DR1035'N-S. RIDGE.
 DR1035'
 DR1035'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 31 AND U.S. HIGHWAY
 DR1035'285, GO E. ON STATE HIGHWAY 31 FOR 18.7 MI.  TURN S. ON OLD ABANDONED
 DR1035'MEANDERING RD. ALONG CREST OF N-S. RIDGE FOR 1.1 MI. TO STATION.
 DR1035'
 DR1035'STATION MARK--STANDARD IRON POST STAMPED---3862 1947---, SET IN
 DR1035'CONCRETE.  NOTE--POST SET IN 1917 BUT DATE STAMPED---AND REFERENCE
 DR1035'MARKS SET IN 1947.
 DR1035'
 DR1035'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK STAMPED---USGS BM
 DR1035'3862 RM 1---, SET IN CONCRETE POST, 72.60 FT. FROM STATION MARK IN
 DR1035'
 DR1035'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK STAMPED---USGS BM
 DR1035'3862 RM 2---, SET IN CONCRETE POST, 97.27 FT. FROM STATION MARK IN
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0260 ***********************************************************************
 FO0260  DESIGNATION -  3892 9
 FO0260  PID         -  FO0260
 FO0260  STATE/COUNTY-  NM/BERNALILLO
 FO0260  USGS QUAD   -  ALAMEDA (1990)
 FO0260
 FO0260                         *CURRENT SURVEY CONTROL
 FO0260  ___________________________________________________________________
 FO0260* NAD 83(1992)-  35 12 43.15521(N)    106 35 48.61019(W)     ADJUSTED  
 FO0260* NAVD 88     -      1526.844  (meters)    5009.32   (feet)  ADJUSTED  
 FO0260  ___________________________________________________________________
 FO0260  LAPLACE CORR-           8.09  (seconds)                    DEFLEC99
 FO0260  GEOID HEIGHT-         -20.98  (meters)                     GEOID03
 FO0260  DYNAMIC HT  -        1524.779 (meters)    5002.55  (feet)  COMP
 FO0260  MODELED GRAV-     979,228.7   (mgal)                       NAVD 88
 FO0260
 FO0260  HORZ ORDER  -  SECOND
 FO0260  VERT ORDER  -  FIRST     CLASS II
 FO0260
 FO0260.The horizontal coordinates were established by classical geodetic methods
 FO0260.and adjusted by the National Geodetic Survey in December 1993..
 FO0260
 FO0260.The orthometric height was determined by differential leveling
 FO0260.and adjusted by the National Geodetic Survey in June 1991..
 FO0260
 FO0260.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO0260
 FO0260.The geoid height was determined by GEOID03.
 FO0260
 FO0260.The dynamic height is computed by dividing the NAVD 88
 FO0260.geopotential number by the normal gravity value computed on the
 FO0260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0260.degrees latitude (g = 980.6199 gals.).
 FO0260
 FO0260.The modeled gravity was interpolated from observed gravity values.
 FO0260
 FO0260;                    North         East     Units Scale Factor Converg.
 FO0260;SPC NM C     -   467,145.407   468,422.928   MT  0.99991228   -0 11 60.0
 FO0260;SPC NM C     - 1,532,626.22  1,536,817.56   sFT  0.99991228   -0 11 60.0
 FO0260;UTM  13      - 3,897,720.101   354,656.497   MT  0.99986034   -0 55 15.2
 FO0260
 FO0260!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO0260!SPC NM C     -   0.99976369  x   0.99991228  =   0.99967599
 FO0260!UTM  13      -   0.99976369  x   0.99986034  =   0.99962406
 FO0260
 FO0260:                Primary Azimuth Mark                     Grid Az
 FO0260:SPC NM C     -  PITS                                     147 37 57.8
 FO0260:UTM  13      -  PITS                                     148 21 13.0
 FO0260
 FO0260|---------------------------------------------------------------------|
 FO0260| PID    Reference Object                     Distance      Geod. Az  |
 FO0260|                                                           dddmmss.s |
 FO0260| FO0873 PITS                                APPROX. 0.5 KM 1472557.8 |
 FO0260|---------------------------------------------------------------------|
 FO0260
 FO0260                          SUPERSEDED SURVEY CONTROL
 FO0260
 FO0260  NAD 83(1986)-  35 12 43.16112(N)    106 35 48.61195(W) AD(       ) 2
 FO0260  NAD 27      -  35 12 43.00700(N)    106 35 46.51933(W) AD(       ) 2
 FO0260  NGVD 29 (07/19/86) 1526.01   (m)         5006.6    (f) LEVELING    3  
 FO0260
 FO0260.Superseded values are not recommended for survey control.
 FO0260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0260.See file dsdata.txt to determine how the superseded data were derived.
 FO0260
 FO0260_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU5465697720(NAD 83)
 FO0260_MARKER: DD = SURVEY DISK
 FO0260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FO0260_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FO0260_STAMPING: 3 892-9 A.L.B. 1950
 FO0260_MARK LOGO: USE   
 FO0260_PROJECTION: PROJECTING 15 CENTIMETERS
 FO0260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO0260+STABILITY: SURFACE MOTION
 FO0260_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FO0260+SATELLITE: SATELLITE OBSERVATIONS - May 30, 2005
 FO0260
 FO0260  HISTORY     - Date     Condition        Report By
 FO0260  HISTORY     - 1950     MONUMENTED       USE
 FO0260  HISTORY     - 1951     GOOD             NGS
 FO0260  HISTORY     - 1969     GOOD             NMHD
 FO0260  HISTORY     - 1984     GOOD             NGS
 FO0260  HISTORY     - 20030520 GOOD             JCLS
 FO0260  HISTORY     - 20050530 GOOD             GEOCAC
 FO0260
 FO0260                          STATION DESCRIPTION
 FO0260
 FO0260'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 FO0260'9.5 MI NE FROM ALBUQUERQUE.
 FO0260'9.5 MILES NORTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 FO0260'FROM THE STATION AT ALBUQUERQUE, 110 FEET NORTHWEST OF THE 2ND POLE
 FO0260'NORTHEAST OF MILEPOST 893, 83 FEET EAST OF THE CENTER LINE OF U.S.
 FO0260'HIGHWAY 85, 3 POLES SOUTHWEST OF SEMAPHORE 8921, 65 FEET SOUTH OF THE
 FO0260'CENTER OF A STEEL GATE, 46 FEET WEST OF THE WEST RAIL, 1 FOOT EAST OF
 FO0260'A FENCE, 1.5 FEET WEST OF A 1 INCH STEEL ROAD DRIVEN IN THE GROUND,
 FO0260'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE
 FO0260'GROUND.
 FO0260
 FO0260                          STATION RECOVERY (1969)
 FO0260
 FO0260'RECOVERY NOTE BY NM HIGHWAY DEPT 1969 (SRC)
 FO0260'THE STATION IS LOCATED ON U.S.-85 APPROXIMATELY 0.75 MILE
 FO0260'FROM THE INTERSECTION OF FOURTH STREET AND SECOND STREET,
 FO0260'AND APPROXIMATELY 0.60 MILE NORTH OF THE INTERSECTION OF
 FO0260'NM-422 (TRAMWAY ROAD) AND U.S.-85.
 FO0260'
 FO0260'TO REACH THE STATION FROM THE INTERSECTION OF CENTRAL AND
 FO0260'THE RAILROAD TRACKS (DOWNTOWN ALBUQUERQUE), GO WEST ON CENTRAL
 FO0260'(U.S.-66) FOR 0.25 MILE AND TURN NORTH ON FOURTH STREET FOR
 FO0260'9.15 MILES TO THE INTERSECTION OF U.S.-85 AND NM-422, (TRAMWAY
 FO0260'ROAD).  HERE CONTINUE NORTH ON U.S.-85 FOR 0.5 MILE.  THE
 FO0260'STATION IS BETWEEN THE RAILROAD AND U.S.-85 AND APPROXIMATELY
 FO0260'150 FT SOUTH OF A PRIVATE ROAD GOING EAST.
 FO0260'
 FO0260'THE MONUMENT IS A STANDARD CORPS OF ENGINEERS - DEPT. OF
 FO0260'ARMY DISK, STAMPED DISTRICT 892-9 ALB 3, AND EXTENDS ABOVE
 FO0260'THE GROUND APPROXIMATELY 1 FT.  ALSO THE YEAR 1950.
 FO0260'
 FO0260'FOR THE INFORMATION TO PITS, SEE THE TRIANGULATION DESCRIPTION
 FO0260'SHEET PITS AND FOR U.S.-85-N7 AND U.S.-85-N5, SEE THE TRAVERSE
 FO0260'DESCRIPTION SHEETS FOR U.S.-85-N7 AND U.S.-85-N5.
 FO0260
 FO0260                          STATION RECOVERY (1984)
 FO0260
 FO0260'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FO0260'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  12.8 KM
 FO0260'(7.95 MI) SOUTHWESTERLY ALONG THE ATCHISON TOPEKA AND SANTA FE
 FO0260'RAILROAD FROM ITS JUNCTION WITH STATE HIGHWAY 44 IN BERNALILLO, 0.4 KM
 FO0260'(0.25 MI) NORTHEAST OF THE ALAMEDA ROAD OVERPASS, 92.3 M (302.8 FT)
 FO0260'NORTHEAST OF MILEPOST 893, 25.3 M (83.0 FT) SOUTHEAST OF THE
 FO0260'CENTERLINE OF U.S. HIGHWAY 85, 14.5 M (47.6 FT) SOUTHWEST OF THE
 FO0260'CENTER OF A DIRT ROAD LEADING SOUTHEAST, 14.1 M (46.3 FT) NORTHWEST OF
 FO0260'THE NEAR RAIL, AND 0.5 M (1.6 FT) WEST OF A 1-INCH STEEL ROD.
 FO0260'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 FO0260'THE MARK IS 1.6 M BELOW THE TRACKS.
 FO0260
 FO0260                          STATION RECOVERY (2003)
 FO0260
 FO0260'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2003
 FO0260'RECOVERED IN GOOD CONDITION.
 FO0260
 FO0260                          STATION RECOVERY (2005)
 FO0260
 FO0260'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 FO0260'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0649 ***********************************************************************
 CX0649  DESIGNATION -  3897
 CX0649  PID         -  CX0649
 CX0649  STATE/COUNTY-  NM/DONA ANA
 CX0649  USGS QUAD   -  DONA ANA (1978)
 CX0649
 CX0649                         *CURRENT SURVEY CONTROL
 CX0649  ___________________________________________________________________
 CX0649* NAD 83(1986)-  32 25 13.     (N)    106 50 55.     (W)     SCALED    
 CX0649* NAVD 88     -      1201.047  (meters)    3940.43   (feet)  ADJUSTED  
 CX0649  ___________________________________________________________________
 CX0649  GEOID HEIGHT-         -23.82  (meters)                     GEOID03
 CX0649  DYNAMIC HT  -        1199.274 (meters)    3934.62  (feet)  COMP
 CX0649  MODELED GRAV-     979,121.2   (mgal)                       NAVD 88
 CX0649
 CX0649  VERT ORDER  -  FIRST     CLASS II
 CX0649
 CX0649.The horizontal coordinates were scaled from a topographic map and have
 CX0649.an estimated accuracy of +/- 6 seconds.
 CX0649
 CX0649.The orthometric height was determined by differential leveling
 CX0649.and adjusted by the National Geodetic Survey in June 1991..
 CX0649
 CX0649.The geoid height was determined by GEOID03.
 CX0649
 CX0649.The dynamic height is computed by dividing the NAVD 88
 CX0649.geopotential number by the normal gravity value computed on the
 CX0649.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0649.degrees latitude (g = 980.6199 gals.).
 CX0649
 CX0649.The modeled gravity was interpolated from observed gravity values.
 CX0649
 CX0649;                    North         East    Units  Estimated Accuracy
 CX0649;SPC NM C     -   157,630.      443,700.      MT  (+/- 180 meters Scaled)
 CX0649
 CX0649                          SUPERSEDED SURVEY CONTROL
 CX0649
 CX0649  NGVD 29 (??/??/92) 1200.484  (m)         3938.59   (f) ADJ UNCH    1 2
 CX0649
 CX0649.Superseded values are not recommended for survey control.
 CX0649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0649.See file dsdata.txt to determine how the superseded data were derived.
 CX0649
 CX0649_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR261885(NAD 83)
 CX0649_MARKER: DD = SURVEY DISK
 CX0649_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CX0649_SP_SET: CATWALK
 CX0649_STAMPING: 3897.84 57+69
 CX0649_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX0649
 CX0649  HISTORY     - Date     Condition        Report By
 CX0649  HISTORY     - UNK      MONUMENTED       BOR
 CX0649  HISTORY     - 1952     GOOD             NGS
 CX0649  HISTORY     - 1981     GOOD             NGS
 CX0649
 CX0649                          STATION DESCRIPTION
 CX0649
 CX0649'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CX0649'2.95 MI NW FROM DONA ANA.
 CX0649'2.95 MILES NORTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 CX0649'FROM THE STATION AT DONA ANA, 0.45 MILE SOUTHEAST OF THE HILL PUBLIC
 CX0649'SCHOOL, AT A FLOOD GATE IN AN IRRIGATION CANAL.  0.1 MILE SOUTHWEST OF
 CX0649'THE RAILROAD, 51 FEET NORTHEAST OF THE CENTER LINE OF AN OILED ROAD.
 CX0649'6.8 FEET NORTHEAST OF THE SOUTHWEST END OF A CATWALK OVER THE CANAL.
 CX0649'SET IN THE TOP OF THE CONCRETE CATWALK.
 CX0649
 CX0649                          STATION RECOVERY (1981)
 CX0649
 CX0649'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CX0649'1.2 KM (0.75 MI) SOUTHEAST ALONG COUNTY ROAD 320 FROM THE POST
 CX0649'OFFICE IN DONA ANA, THENCE 4.7 KM (2.9 MI) NORTHWEST ALONG COUNTY
 CX0649'ROAD 28, IN TOP AND 2.1 METERS (6.8 FT) NORTHEAST OF THE SOUTHWEST
 CX0649'END OF CANAL CHECK NUMBER 57 X 85, 15.5 METERS (51.0 FT) NORTHEAST
 CX0649'OF THE CENTERLINE OF THE ROAD AND 1.1 METERS (3.5 FT) SOUTHWEST
 CX0649'OF THE CENTER OF THE FLOOD GATE.
 CX0649'THE MARK IS 1.2 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0938 ***********************************************************************
 CX0938  DESIGNATION -  39 C
 CX0938  PID         -  CX0938
 CX0938  STATE/COUNTY-  NM/SIERRA
 CX0938  USGS QUAD   -  JUG CANYON (1989)
 CX0938
 CX0938                         *CURRENT SURVEY CONTROL
 CX0938  ___________________________________________________________________
 CX0938* NAD 83(1986)-  32 37 32.     (N)    107 29 41.     (W)     SCALED    
 CX0938* NAVD 88     -      1471.446  (meters)    4827.57   (feet)  ADJUSTED  
 CX0938  ___________________________________________________________________
 CX0938  GEOID HEIGHT-         -23.74  (meters)                     GEOID03
 CX0938  DYNAMIC HT  -        1469.227 (meters)    4820.29  (feet)  COMP
 CX0938  MODELED GRAV-     979,079.2   (mgal)                       NAVD 88
 CX0938
 CX0938  VERT ORDER  -  SECOND    CLASS 0
 CX0938
 CX0938.The horizontal coordinates were scaled from a topographic map and have
 CX0938.an estimated accuracy of +/- 6 seconds.
 CX0938
 CX0938.The orthometric height was determined by differential leveling
 CX0938.and adjusted by the National Geodetic Survey in June 1991..
 CX0938
 CX0938.The geoid height was determined by GEOID03.
 CX0938
 CX0938.The dynamic height is computed by dividing the NAVD 88
 CX0938.geopotential number by the normal gravity value computed on the
 CX0938.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0938.degrees latitude (g = 980.6199 gals.).
 CX0938
 CX0938.The modeled gravity was interpolated from observed gravity values.
 CX0938
 CX0938;                    North         East    Units  Estimated Accuracy
 CX0938;SPC NM W     -   180,280.      861,780.      MT  (+/- 180 meters Scaled)
 CX0938
 CX0938                          SUPERSEDED SURVEY CONTROL
 CX0938
 CX0938  NGVD 29 (??/??/92) 1470.724  (m)         4825.20   (f) ADJ UNCH    2 0
 CX0938
 CX0938.Superseded values are not recommended for survey control.
 CX0938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0938.See file dsdata.txt to determine how the superseded data were derived.
 CX0938
 CX0938_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBS659125(NAD 83)
 CX0938_MARKER: DD = SURVEY DISK
 CX0938_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX0938_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CX0938_STAMPING: 4826 39 C 1934
 CX0938_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX0938+STABILITY: SURFACE MOTION
 CX0938
 CX0938  HISTORY     - Date     Condition        Report By
 CX0938  HISTORY     - 1934     MONUMENTED       USGS
 CX0938  HISTORY     - 1953     GOOD             NGS
 CX0938
 CX0938                          STATION DESCRIPTION
 CX0938
 CX0938'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CX0938'5.2 MI NW FROM NUTT.
 CX0938'5.2 MILES NORTHWEST ALONG NEW MEXICO STATE HIGHWAY 27 FROM THE
 CX0938'JUNCTION OF NEW MEXICO STATE HIGHWAY 26 AND 27 AT NUTT, ABOUT 0.6 MILE
 CX0938'SOUTHWEST OF THE ABANDONED RAILROAD GRADE OF THE LAKE VALLEY BRANCH OF
 CX0938'THE ATCHISON, TOPEKA AND SANTA FE RAILWAY, 0.7 MILE SOUTH OF BENCH
 CX0938'MARK X 127 1934, 44.5 FEET SOUTHWEST OF THE NORTHEAST RIGHT-OF-WAY
 CX0938'FENCE, 28 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 1.1 FEET
 CX0938'NORTHEAST OF A REFERENCE POST, AND SET IN THE TOP OF A CONCRETE POST
 CX0938'PROJECTING 0.9 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0568 ***********************************************************************
 DS0568  DESIGNATION -  393
 DS0568  PID         -  DS0568
 DS0568  STATE/COUNTY-  NM/SIERRA
 DS0568  USGS QUAD   -  FAIRVIEW MOUNTAIN (1981)
 DS0568
 DS0568                         *CURRENT SURVEY CONTROL
 DS0568  ___________________________________________________________________
 DS0568* NAD 83(1986)-  33 27 05.     (N)    106 37 27.     (W)     SCALED    
 DS0568* NAVD 88     -      1473.052  (meters)    4832.84   (feet)  ADJUSTED  
 DS0568  ___________________________________________________________________
 DS0568  GEOID HEIGHT-         -22.34  (meters)                     GEOID03
 DS0568  DYNAMIC HT  -        1470.926 (meters)    4825.86  (feet)  COMP
 DS0568  MODELED GRAV-     979,141.8   (mgal)                       NAVD 88
 DS0568
 DS0568  VERT ORDER  -  SECOND    CLASS 0
 DS0568
 DS0568.The horizontal coordinates were scaled from a topographic map and have
 DS0568.an estimated accuracy of +/- 6 seconds.
 DS0568
 DS0568.The orthometric height was determined by differential leveling
 DS0568.and adjusted by the National Geodetic Survey in June 1991..
 DS0568
 DS0568.The geoid height was determined by GEOID03.
 DS0568
 DS0568.The dynamic height is computed by dividing the NAVD 88
 DS0568.geopotential number by the normal gravity value computed on the
 DS0568.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0568.degrees latitude (g = 980.6199 gals.).
 DS0568
 DS0568.The modeled gravity was interpolated from observed gravity values.
 DS0568
 DS0568;                    North         East    Units  Estimated Accuracy
 DS0568;SPC NM W     -   272,470.      942,420.      MT  (+/- 180 meters Scaled)
 DS0568
 DS0568                          SUPERSEDED SURVEY CONTROL
 DS0568
 DS0568  NGVD 29 (??/??/92) 1472.394  (m)         4830.68   (f) ADJ UNCH    2 0
 DS0568
 DS0568.Superseded values are not recommended for survey control.
 DS0568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0568.See file dsdata.txt to determine how the superseded data were derived.
 DS0568
 DS0568_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT490025(NAD 83)
 DS0568_MARKER: DE = TRAVERSE STATION DISK
 DS0568_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0568_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0568_STAMPING: 393
 DS0568_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0568+STABILITY: SURFACE MOTION
 DS0568
 DS0568  HISTORY     - Date     Condition        Report By
 DS0568  HISTORY     - UNK      MONUMENTED       WSMR
 DS0568  HISTORY     - 1966     GOOD             NGS
 DS0568
 DS0568                          STATION DESCRIPTION
 DS0568
 DS0568'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 DS0568'29.55 MI S FROM STALLION RANGE CENTER.
 DS0568'ABOUT 16.8 MILES SOUTHEAST ALONG WHITE SANDS MISSILE RANGE ROUTE 7
 DS0568'FROM THE HEADQUARTERS BUILDING AT STALLION RANGE CENTER, THENCE 3.95
 DS0568'MILES SOUTHWEST ALONG WHITE SANDS MISSILE RANGE ROUTE 13, THENCE 8.8
 DS0568'MILES SOUTHWEST ALONG A BLADED DIRT ROAD, IN S 10, T 10 S, R 3 E, 22
 DS0568'FEET WEST OF THE CENTER LINE OF THE ROAD, 20 FEET WEST OF BENCH MARK
 DS0568'PBM JSB (WSPG), 10.6 FEET NORTHWEST OF A METAL WITNESS POST, ABOUT 1/2
 DS0568'FOOT ABOVE THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE
 DS0568'POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0640 ***********************************************************************
 CX0640  DESIGNATION -  3932
 CX0640  PID         -  CX0640
 CX0640  STATE/COUNTY-  NM/DONA ANA
 CX0640  USGS QUAD   -  LEASBURG (1994)
 CX0640
 CX0640                         *CURRENT SURVEY CONTROL
 CX0640  ___________________________________________________________________
 CX0640* NAD 83(1986)-  32 29 49.     (N)    106 55 18.     (W)     SCALED    
 CX0640* NAVD 88     -      1212.068  (meters)    3976.59   (feet)  ADJUSTED  
 CX0640  ___________________________________________________________________
 CX0640  GEOID HEIGHT-         -23.78  (meters)                     GEOID03
 CX0640  DYNAMIC HT  -        1210.297 (meters)    3970.78  (feet)  COMP
 CX0640  MODELED GRAV-     979,135.8   (mgal)                       NAVD 88
 CX0640
 CX0640  VERT ORDER  -  FIRST     CLASS II
 CX0640
 CX0640.The horizontal coordinates were scaled from a topographic map and have
 CX0640.an estimated accuracy of +/- 6 seconds.
 CX0640
 CX0640.The orthometric height was determined by differential leveling
 CX0640.and adjusted by the National Geodetic Survey in June 1991..
 CX0640
 CX0640.The geoid height was determined by GEOID03.
 CX0640
 CX0640.The dynamic height is computed by dividing the NAVD 88
 CX0640.geopotential number by the normal gravity value computed on the
 CX0640.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0640.degrees latitude (g = 980.6199 gals.).
 CX0640
 CX0640.The modeled gravity was interpolated from observed gravity values.
 CX0640
 CX0640;                    North         East    Units  Estimated Accuracy
 CX0640;SPC NM C     -   166,170.      436,880.      MT  (+/- 180 meters Scaled)
 CX0640
 CX0640                          SUPERSEDED SURVEY CONTROL
 CX0640
 CX0640  NGVD 29 (??/??/92) 1211.515  (m)         3974.78   (f) ADJ UNCH    1 2
 CX0640
 CX0640.Superseded values are not recommended for survey control.
 CX0640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0640.See file dsdata.txt to determine how the superseded data were derived.
 CX0640
 CX0640_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR194971(NAD 83)
 CX0640_MARKER: DD = SURVEY DISK
 CX0640_SETTING: 66 = SET IN ROCK OUTCROP
 CX0640_SP_SET: SET IN ROCK OUTCROP
 CX0640_STAMPING: 3973.960
 CX0640_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CX0640+STABILITY: POSITION/ELEVATION WELL
 CX0640
 CX0640  HISTORY     - Date     Condition        Report By
 CX0640  HISTORY     - UNK      MONUMENTED       USGS
 CX0640  HISTORY     - 1952     GOOD             NGS
 CX0640
 CX0640                          STATION DESCRIPTION
 CX0640
 CX0640'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CX0640'10.5 MI NW FROM DONA ANA.
 CX0640'10.5 MILES NORTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RR FROM
 CX0640'THE STATION AT DONA ANA, 0.4 MILE SOUTHEAST OF THE RADIUM SPRINGS
 CX0640'HOTEL, AT THE LEASBURG DIVERSION DAM, 73.3 FEET WEST OF THE NORTHWEST
 CX0640'CORNER OF A SMALL WOODEN BUILDING 320 FEET SOUTHWEST OF THE RR, 13.4
 CX0640'FEET WEST OF THE WEST END OF THE EAST WINGWALL OF THE DAM, 5 FEET
 CX0640'ABOVE THE WINGWALL, SET IN THE TOP OF A LARGE ROCK OUTCROP, 0.1 FOOT
 CX0640'EAST OF THE BENCH MARK 3934 (USBR).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0639 ***********************************************************************
 CX0639  DESIGNATION -  3934
 CX0639  PID         -  CX0639
 CX0639  STATE/COUNTY-  NM/DONA ANA
 CX0639  USGS QUAD   -  LEASBURG (1994)
 CX0639
 CX0639                         *CURRENT SURVEY CONTROL
 CX0639  ___________________________________________________________________
 CX0639* NAD 83(1986)-  32 29 50.     (N)    106 55 18.     (W)     SCALED    
 CX0639* NAVD 88     -      1212.067  (meters)    3976.59   (feet)  ADJUSTED  
 CX0639  ___________________________________________________________________
 CX0639  GEOID HEIGHT-         -23.78  (meters)                     GEOID03
 CX0639  DYNAMIC HT  -        1210.296 (meters)    3970.78  (feet)  COMP
 CX0639  MODELED GRAV-     979,135.8   (mgal)                       NAVD 88
 CX0639
 CX0639  VERT ORDER  -  FIRST     CLASS II
 CX0639
 CX0639.The horizontal coordinates were scaled from a topographic map and have
 CX0639.an estimated accuracy of +/- 6 seconds.
 CX0639
 CX0639.The orthometric height was determined by differential leveling
 CX0639.and adjusted by the National Geodetic Survey in June 1991..
 CX0639
 CX0639.The geoid height was determined by GEOID03.
 CX0639
 CX0639.The dynamic height is computed by dividing the NAVD 88
 CX0639.geopotential number by the normal gravity value computed on the
 CX0639.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0639.degrees latitude (g = 980.6199 gals.).
 CX0639
 CX0639.The modeled gravity was interpolated from observed gravity values.
 CX0639
 CX0639;                    North         East    Units  Estimated Accuracy
 CX0639;SPC NM C     -   166,200.      436,880.      MT  (+/- 180 meters Scaled)
 CX0639
 CX0639                          SUPERSEDED SURVEY CONTROL
 CX0639
 CX0639  NGVD 29 (??/??/92) 1211.514  (m)         3974.78   (f) ADJ UNCH    1 2
 CX0639
 CX0639.Superseded values are not recommended for survey control.
 CX0639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0639.See file dsdata.txt to determine how the superseded data were derived.
 CX0639
 CX0639_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR194971(NAD 83)
 CX0639_MARKER: DD = SURVEY DISK
 CX0639_SETTING: 66 = SET IN ROCK OUTCROP
 CX0639_SP_SET: SET IN ROCK OUTCROP
 CX0639_STAMPING: 3934.030 7-1-37
 CX0639_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CX0639+STABILITY: POSITION/ELEVATION WELL
 CX0639
 CX0639  HISTORY     - Date     Condition        Report By
 CX0639  HISTORY     - 1937     MONUMENTED       BOR
 CX0639  HISTORY     - 1952     GOOD             NGS
 CX0639
 CX0639                          STATION DESCRIPTION
 CX0639
 CX0639'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CX0639'10.5 MI NW FROM DONA ANA.
 CX0639'10.5 MILES NORTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 CX0639'FROM THE STATION AT DONA ANA, 0.4 MILE SOUTHEAST OF THE RADIUM SPRINGS
 CX0639'HOTEL AT THE LEASBURG DIVERSION DAM, 73.4 FEET WEST OF THE NORTHWEST
 CX0639'CORNER OF A SMALL WOODEN BUILDING, 320 FEET SOUTHWEST OF THE RAILROAD,
 CX0639'13.4 FEET WEST OF THE WEST END OF THE EAST WINGWALL OF THE DAM, 5 FEET
 CX0639'ABOVE THE WINGWALL, SET IN THE TOP OF A LARGE ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0296 ***********************************************************************
 CE0296  DESIGNATION -  3960
 CE0296  PID         -  CE0296
 CE0296  STATE/COUNTY-  NM/LUNA
 CE0296  USGS QUAD   -  COYOTE HILL (1966)
 CE0296
 CE0296                         *CURRENT SURVEY CONTROL
 CE0296  ___________________________________________________________________
 CE0296* NAD 83(1986)-  31 48 06.     (N)    107 24 58.     (W)     SCALED    
 CE0296* NAVD 88     -      1207.513  (meters)    3961.65   (feet)  ADJUSTED  
 CE0296  ___________________________________________________________________
 CE0296  GEOID HEIGHT-         -24.78  (meters)                     GEOID03
 CE0296  DYNAMIC HT  -        1205.675 (meters)    3955.62  (feet)  COMP
 CE0296  MODELED GRAV-     979,076.3   (mgal)                       NAVD 88
 CE0296
 CE0296  VERT ORDER  -  SECOND    CLASS 0
 CE0296
 CE0296.The horizontal coordinates were scaled from a topographic map and have
 CE0296.an estimated accuracy of +/- 6 seconds.
 CE0296
 CE0296.The orthometric height was determined by differential leveling
 CE0296.and adjusted by the National Geodetic Survey in June 1991..
 CE0296
 CE0296.The geoid height was determined by GEOID03.
 CE0296
 CE0296.The dynamic height is computed by dividing the NAVD 88
 CE0296.geopotential number by the normal gravity value computed on the
 CE0296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0296.degrees latitude (g = 980.6199 gals.).
 CE0296
 CE0296.The modeled gravity was interpolated from observed gravity values.
 CE0296
 CE0296;                    North         East    Units  Estimated Accuracy
 CE0296;SPC NM W     -    88,950.      869,510.      MT  (+/- 180 meters Scaled)
 CE0296
 CE0296                          SUPERSEDED SURVEY CONTROL
 CE0296
 CE0296  NGVD 29 (??/??/92) 1206.941  (m)         3959.77   (f) ADJ UNCH    2 0
 CE0296
 CE0296.Superseded values are not recommended for survey control.
 CE0296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0296.See file dsdata.txt to determine how the superseded data were derived.
 CE0296
 CE0296_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RBR712209(NAD 83)
 CE0296_MARKER: DD = SURVEY DISK
 CE0296_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CE0296_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CE0296_STAMPING: 3960 EL. 3959.774
 CE0296_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CE0296+STABILITY: SURFACE MOTION
 CE0296
 CE0296  HISTORY     - Date     Condition        Report By
 CE0296  HISTORY     - UNK      MONUMENTED       USGS
 CE0296  HISTORY     - 1935     GOOD             NGS
 CE0296  HISTORY     - 1953     MARK NOT FOUND   NGS
 CE0296
 CE0296                          STATION DESCRIPTION
 CE0296
 CE0296'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 CE0296'13.5 MI E FROM COLUMBUS.
 CE0296'13.5 MI. E. OF DEPOT ALONG THE S.P.R.R. (11.1 MI. W. OF MALPAIS DEPOT)
 CE0296'AT ARENA, IN THE SECTION FOREMANS YARD, 70 FT. S.E. OF SIGN ARENA, 50
 CE0296'FT. S. OF THE CENTER LINE OF TRACK, 50 FT. N. OF THE FRONT ENTRANCE TO
 CE0296'FOREMANS HOUSE, 40 FT. S.E. OF THE N.E. CORNER OF YARD FENCE, AND 12
 CE0296'FT. S. OF YARD FENCE.
 CE0296
 CE0296                          STATION RECOVERY (1953)
 CE0296
 CE0296'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 CE0296'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0293 ***********************************************************************
 CE0293  DESIGNATION -  3980
 CE0293  PID         -  CE0293
 CE0293  STATE/COUNTY-  NM/LUNA
 CE0293  USGS QUAD   -  COYOTE HILL (1966)
 CE0293
 CE0293                         *CURRENT SURVEY CONTROL
 CE0293  ___________________________________________________________________
 CE0293* NAD 83(1986)-  31 48 47.     (N)    107 29 48.     (W)     SCALED    
 CE0293* NAVD 88     -      1213.747  (meters)    3982.10   (feet)  ADJUSTED  
 CE0293  ___________________________________________________________________
 CE0293  GEOID HEIGHT-         -24.83  (meters)                     GEOID03
 CE0293  DYNAMIC HT  -        1211.907 (meters)    3976.06  (feet)  COMP
 CE0293  MODELED GRAV-     979,081.6   (mgal)                       NAVD 88
 CE0293
 CE0293  VERT ORDER  -  SECOND    CLASS 0
 CE0293
 CE0293.The horizontal coordinates were scaled from a topographic map and have
 CE0293.an estimated accuracy of +/- 6 seconds.
 CE0293
 CE0293.The orthometric height was determined by differential leveling
 CE0293.and adjusted by the National Geodetic Survey in June 1991..
 CE0293
 CE0293.The geoid height was determined by GEOID03.
 CE0293
 CE0293.The dynamic height is computed by dividing the NAVD 88
 CE0293.geopotential number by the normal gravity value computed on the
 CE0293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0293.degrees latitude (g = 980.6199 gals.).
 CE0293
 CE0293.The modeled gravity was interpolated from observed gravity values.
 CE0293
 CE0293;                    North         East    Units  Estimated Accuracy
 CE0293;SPC NM W     -    90,190.      861,870.      MT  (+/- 180 meters Scaled)
 CE0293
 CE0293                          SUPERSEDED SURVEY CONTROL
 CE0293
 CE0293  NGVD 29 (??/??/92) 1213.178  (m)         3980.23   (f) ADJ UNCH    2 0
 CE0293
 CE0293.Superseded values are not recommended for survey control.
 CE0293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0293.See file dsdata.txt to determine how the superseded data were derived.
 CE0293
 CE0293_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RBR636224(NAD 83)
 CE0293_MARKER: P = PIPE CAP
 CE0293_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CE0293_SP_SET: IRON PIPE
 CE0293_STAMPING: 3980
 CE0293_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CE0293
 CE0293  HISTORY     - Date     Condition        Report By
 CE0293  HISTORY     - UNK      MONUMENTED       USGS
 CE0293  HISTORY     - 1953     GOOD             NGS
 CE0293  HISTORY     - 1958     GOOD             DOD
 CE0293
 CE0293                          STATION DESCRIPTION
 CE0293
 CE0293'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CE0293'8.4 MI E FROM COLUMBUS.
 CE0293'8.4 MILES EAST ALONG THE SOUTHERN PACIFIC RAILWAY FROM THE STATION AT
 CE0293'COLUMBUS, 3 POLES WEST OF MILEPOST 1259, 99 FEET NORTH OF THE NORTH
 CE0293'RAIL OF THE TRACK, 10 FEET NORTH OF A ROW OF POLES, 1.0 FOOT NORTH OF
 CE0293'A REFERENCE POST, IN LINE WITH THE NORTH RIGHT-OF-WAY FENCE, AND
 CE0293'RIVETED ON THE TOP OF A 3 1/2-INCH IRON PIPE WHICH IS SET IN CONCRETE
 CE0293'AND PROJECTING 0.3 FOOT ABOVE THE GROUND.  NOTE-- THIS BENCH MARK IS
 CE0293'STAMPED 3980 INSTEAD OF 3980 EL. 3980.154 AS STATED IN THE OLD
 CE0293'DESCRIPTION.
 CE0293
 CE0293                          STATION RECOVERY (1958)
 CE0293
 CE0293'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1958
 CE0293'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0350 ***********************************************************************
 CX0350  DESIGNATION -  3981
 CX0350  PID         -  CX0350
 CX0350  STATE/COUNTY-  NM/OTERO
 CX0350  USGS QUAD   -  NEWMAN (1955)
 CX0350
 CX0350                         *CURRENT SURVEY CONTROL
 CX0350  ___________________________________________________________________
 CX0350* NAD 83(1986)-  32 01 29.     (N)    106 18 31.     (W)     SCALED    
 CX0350* NAVD 88     -      1214.093  (meters)    3983.24   (feet)  ADJUSTED  
 CX0350  ___________________________________________________________________
 CX0350  GEOID HEIGHT-         -23.86  (meters)                     GEOID03
 CX0350  DYNAMIC HT  -        1212.251 (meters)    3977.19  (feet)  COMP
 CX0350  MODELED GRAV-     979,080.1   (mgal)                       NAVD 88
 CX0350
 CX0350  VERT ORDER  -  FIRST     CLASS II
 CX0350
 CX0350.The horizontal coordinates were scaled from a topographic map and have
 CX0350.an estimated accuracy of +/- 6 seconds.
 CX0350
 CX0350.The orthometric height was determined by differential leveling
 CX0350.and adjusted by the National Geodetic Survey in June 1991..
 CX0350
 CX0350.The geoid height was determined by GEOID03.
 CX0350
 CX0350.The dynamic height is computed by dividing the NAVD 88
 CX0350.geopotential number by the normal gravity value computed on the
 CX0350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0350.degrees latitude (g = 980.6199 gals.).
 CX0350
 CX0350.The modeled gravity was interpolated from observed gravity values.
 CX0350
 CX0350;                    North         East    Units  Estimated Accuracy
 CX0350;SPC NM C     -   113,610.      494,460.      MT  (+/- 180 meters Scaled)
 CX0350
 CX0350                          SUPERSEDED SURVEY CONTROL
 CX0350
 CX0350  NGVD 29 (??/??/92) 1213.485  (m)         3981.24   (f) ADJ UNCH    1 2
 CX0350
 CX0350.Superseded values are not recommended for survey control.
 CX0350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0350.See file dsdata.txt to determine how the superseded data were derived.
 CX0350
 CX0350_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR764439(NAD 83)
 CX0350_MARKER: P = PIPE CAP
 CX0350_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CX0350_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CX0350_STAMPING: 3981
 CX0350_PROJECTION: PROJECTING 20 CENTIMETERS
 CX0350_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX0350
 CX0350  HISTORY     - Date     Condition        Report By
 CX0350  HISTORY     - UNK      MONUMENTED       USGS
 CX0350  HISTORY     - 1967     GOOD             NGS
 CX0350  HISTORY     - 1981     GOOD             NGS
 CX0350
 CX0350                          STATION DESCRIPTION
 CX0350
 CX0350'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 CX0350'1.8 MI NE FROM NEWMAN, TEXAS.
 CX0350'ABOUT 1.8 MILES NORTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 CX0350'POST OFFICE AT NEWMAN, IN S 22, T 26 S, R 6 E, 50 FEET NORTHWEST OF
 CX0350'THE NORTHWEST RAIL OF THE MAIN TRACK, 123 FEET SOUTHEAST OF THE CENTER
 CX0350'LINE OF U.S. HIGHWAY 54, 54 FEET SOUTHEAST OF THE CENTER LINE OF A
 CX0350'DIRT ROAD, 15 FEET WEST OF THE 7TH TELEPHONE POLE SOUTHWEST OF
 CX0350'MILEPOST 1318, 0.8 FOOT SOUTHEAST OF A METAL WITNESS POST, ABOUT 3
 CX0350'FEET BELOW THE LEVEL OF THE TRACK A U.S. GEOLOGICAL SURVEY CAP RIVETED
 CX0350'ON THE TOP OF A 3-INCH IRON PIPE PROJECTING 5 INCHES.
 CX0350
 CX0350                          STATION RECOVERY (1981)
 CX0350
 CX0350'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CX0350'3.1 KM (1.9 MI) NORTHEAST ALONG U.S. HIGHWAY 54 FROM THE NEW
 CX0350'MEXICO-TEXAS STATE LINE IN NEWMAN, 0.2 KM (0.15 MI) SOUTHEAST OF
 CX0350'MILE POST 2, 37.5 (123.0 FT) SOUTHEAST OF THE CENTERLINE OF THE
 CX0350'HIGHWAY, 15.2 METERS (50.0 FT) NORTHWEST OF THE NEAR RAIL OF THE
 CX0350'SOUTHERN PACIFIC RAILROAD AND 4.6 METERS (15.0 FT) WEST OF A UTILITY
 CX0350'POLE.
 CX0350'THE MARK IS 0.2 METERS  SE FROM A WITNESS POST.
 CX0350'THE MARK IS 0.9 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0821 ***********************************************************************
 FO0821  DESIGNATION -  3.L 5 V
 FO0821  PID         -  FO0821
 FO0821  STATE/COUNTY-  NM/BERNALILLO
 FO0821  USGS QUAD   -  LA MESITA NEGRA SE (1990)
 FO0821
 FO0821                         *CURRENT SURVEY CONTROL
 FO0821  ___________________________________________________________________
 FO0821* NAD 83(1986)-  35 03 49.     (N)    106 47 17.     (W)     SCALED    
 FO0821* NAVD 88     -      1742.373  (meters)    5716.44   (feet)  ADJUSTED  
 FO0821  ___________________________________________________________________
 FO0821  GEOID HEIGHT-         -21.50  (meters)                     GEOID03
 FO0821  DYNAMIC HT  -        1739.940 (meters)    5708.45  (feet)  COMP
 FO0821  MODELED GRAV-     979,176.7   (mgal)                       NAVD 88
 FO0821
 FO0821  VERT ORDER  -  FIRST     CLASS II
 FO0821
 FO0821.The horizontal coordinates were scaled from a topographic map and have
 FO0821.an estimated accuracy of +/- 6 seconds.
 FO0821
 FO0821.The orthometric height was determined by differential leveling
 FO0821.and adjusted by the National Geodetic Survey in June 1991..
 FO0821
 FO0821.The geoid height was determined by GEOID03.
 FO0821
 FO0821.The dynamic height is computed by dividing the NAVD 88
 FO0821.geopotential number by the normal gravity value computed on the
 FO0821.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0821.degrees latitude (g = 980.6199 gals.).
 FO0821
 FO0821.The modeled gravity was interpolated from observed gravity values.
 FO0821
 FO0821;                    North         East    Units  Estimated Accuracy
 FO0821;SPC NM C     -   450,760.      450,930.      MT  (+/- 180 meters Scaled)
 FO0821
 FO0821                          SUPERSEDED SURVEY CONTROL
 FO0821
 FO0821  NGVD 29 (??/??/92) 1741.523  (m)         5713.65   (f) ADJ UNCH    1 2
 FO0821
 FO0821.Superseded values are not recommended for survey control.
 FO0821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0821.See file dsdata.txt to determine how the superseded data were derived.
 FO0821
 FO0821_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU369815(NAD 83)
 FO0821_MARKER: DB = BENCH MARK DISK
 FO0821_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FO0821_SP_SET: CONCRETE POST
 FO0821_STAMPING: 3.L 5 V 1972
 FO0821_MARK LOGO: NM0030
 FO0821_PROJECTION: FLUSH
 FO0821_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO0821+STABILITY: SURFACE MOTION
 FO0821
 FO0821  HISTORY     - Date     Condition        Report By
 FO0821  HISTORY     - 1972     MONUMENTED       NM0030
 FO0821  HISTORY     - 1983     GOOD             NGS
 FO0821  HISTORY     - 20060205 GOOD             GEOCAC
 FO0821
 FO0821                          STATION DESCRIPTION
 FO0821
 FO0821'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FO0821'9.2 KM (5.75 MI) SW FROM ALBUQUERQUE.
 FO0821'8.9 KM (5.55 MI) SOUTHWESTERLY ALONG INTERSTATE HIGHWAY 40 FROM ITS
 FO0821'JUNCTION WITH STATE HIGHWAY 448 AT THE NORTHWEST EDGE OF ALBUQUERQUE,
 FO0821'THENCE 0.3 KM (0.2 MI) SOUTHEAST ALONG A PAVED ROAD, 38.1 METERS
 FO0821'(125.0 FT) EAST OF THE CENTER OF THE ROAD, 7.3 METERS (24.0 FT) NORTH
 FO0821'OF THE CENTERLINE OF THE WEST BOUND LANES OF U. S. HIGHWAY 66 AND 0.3
 FO0821'METER (1.0 FT) NORTH OF THE NORTH CURB OF THE HIGHWAY.
 FO0821'THE MARK IS 0.6 METERS  S FROM A WITNESS POST.
 FO0821'THE MARK IS 0.3 M ABOVE THE ROAD.
 FO0821
 FO0821                          STATION RECOVERY (2006)
 FO0821
 FO0821'RECOVERY NOTE BY GEOCACHING 2006 (BMC)
 FO0821'THE STATION IS A CITY OF ALBUQUERQUE TRIANGULATION DISK.  HANDHELD
 FO0821'COORDINATES ARE
 FO0821'35 03.798N
 FO0821'106 47.160W
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1064 ***********************************************************************
 CX1064  DESIGNATION -  4 C
 CX1064  PID         -  CX1064
 CX1064  STATE/COUNTY-  NM/LUNA
 CX1064  USGS QUAD   -  DEMING WEST (1972)
 CX1064
 CX1064                         *CURRENT SURVEY CONTROL
 CX1064  ___________________________________________________________________
 CX1064* NAD 83(1986)-  32 15 49.     (N)    107 49 03.     (W)     SCALED    
 CX1064* NAVD 88     -      1336.772  (meters)    4385.73   (feet)  ADJUSTED  
 CX1064  ___________________________________________________________________
 CX1064  GEOID HEIGHT-         -24.58  (meters)                     GEOID03
 CX1064  DYNAMIC HT  -        1334.754 (meters)    4379.11  (feet)  COMP
 CX1064  MODELED GRAV-     979,083.1   (mgal)                       NAVD 88
 CX1064
 CX1064  VERT ORDER  -  FIRST     CLASS II
 CX1064
 CX1064.The horizontal coordinates were scaled from a topographic map and have
 CX1064.an estimated accuracy of +/- 6 seconds.
 CX1064
 CX1064.The orthometric height was determined by differential leveling
 CX1064.and adjusted by the National Geodetic Survey in June 1991..
 CX1064
 CX1064.The geoid height was determined by GEOID03.
 CX1064
 CX1064.The dynamic height is computed by dividing the NAVD 88
 CX1064.geopotential number by the normal gravity value computed on the
 CX1064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX1064.degrees latitude (g = 980.6199 gals.).
 CX1064
 CX1064.The modeled gravity was interpolated from observed gravity values.
 CX1064
 CX1064;                    North         East    Units  Estimated Accuracy
 CX1064;SPC NM W     -   140,100.      831,490.      MT  (+/- 180 meters Scaled)
 CX1064
 CX1064                          SUPERSEDED SURVEY CONTROL
 CX1064
 CX1064  NGVD 29 (??/??/92) 1336.062  (m)         4383.40   (f) ADJ UNCH    1 2
 CX1064
 CX1064.Superseded values are not recommended for survey control.
 CX1064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1064.See file dsdata.txt to determine how the superseded data were derived.
 CX1064
 CX1064_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBR345731(NAD 83)
 CX1064_MARKER: DD = SURVEY DISK
 CX1064_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CX1064_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CX1064_STAMPING: 4 C 1906
 CX1064_PROJECTION: PROJECTING 60 CENTIMETERS
 CX1064_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX1064_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CX1064+SATELLITE: SATELLITE OBSERVATIONS - February 15, 2002
 CX1064
 CX1064  HISTORY     - Date     Condition        Report By
 CX1064  HISTORY     - 1906     MONUMENTED       USGS
 CX1064  HISTORY     - 1952     GOOD             NGS
 CX1064  HISTORY     - 1980     GOOD             NGS
 CX1064  HISTORY     - 20020215 GOOD             INDIV
 CX1064
 CX1064                          STATION DESCRIPTION
 CX1064
 CX1064'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CX1064'3.6 MI W FROM DEMING.
 CX1064'3.6 MILES WEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATION AT
 CX1064'DEMING, 13 1/2 POLES EAST OF MILEPOST 1204, 101.5 FEET SOUTH OF THE
 CX1064'SOUTH RAIL, 69 FEET NORTH OF THE CENTER LINES OF U.S. HIGHWAYS 70 AND
 CX1064'80, 43 FEET SOUTH OF A TELEGRAPH POLE, 1.5 FEET WEST OF A WITNESS
 CX1064'POST, RIVETED ON THE TOP OF A 3 1/2 INCH IRON PIPE WHICH PROJECTS 1.4
 CX1064'FEET ABOVE THE GROUND.
 CX1064
 CX1064                          STATION RECOVERY (1980)
 CX1064
 CX1064'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CX1064'5.7 KILOMETERS (3.55 MILES) WEST ALONG THE SOUTHERN PACIFIC RAILROAD
 CX1064'FROM ITS STATION IN DEMING, 0.3 KILOMETER (0.2 MILE) WEST OF THE
 CX1064'INTERSTATE HIGHWAY 10 MILE POST 79, 0.25 KILOMETER (0.15 MILE) EAST
 CX1064'OF RAILROAD SIGNAL 1204.1, 30 METERS (102 FEET) SOUTH OF THE SOUTH
 CX1064'RAIL, 14.2 METERS (46.5 FEET) WEST OF THE SECOND POWER POLE WEST OF
 CX1064'THE HIGHWAY MILE POST, 13.3 METERS (43.7 FEET) SOUTH OF THE SIXTH
 CX1064'TELEGRAPH POLE EAST OF THE SIGNAL AND 6.2 METERS (20.3 FEET) NORTH
 CX1064'OF THE CENTERLINE OF THE FRONTAGE ROAD.
 CX1064'THE MARK IS 0.6 METERS  E FROM A WITNESS POST.
 CX1064'THE MARK IS 0.5 M ABOVE THE ROAD.
 CX1064
 CX1064                          STATION RECOVERY (2002)
 CX1064
 CX1064'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (EBA)
 CX1064'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0376 ***********************************************************************
 FO0376  DESIGNATION -  4 E 1 5560
 FO0376  PID         -  FO0376
 FO0376  STATE/COUNTY-  NM/BERNALILLO
 FO0376  USGS QUAD   -  ALBUQUERQUE EAST (1990)
 FO0376
 FO0376                         *CURRENT SURVEY CONTROL
 FO0376  ___________________________________________________________________
 FO0376* NAD 83(1986)-  35 04 08.     (N)    106 30 33.     (W)     SCALED    
 FO0376* NAVD 88     -      1695.507  (meters)    5562.68   (feet)  ADJUSTED  
 FO0376  ___________________________________________________________________
 FO0376  GEOID HEIGHT-         -20.43  (meters)                     GEOID03
 FO0376  DYNAMIC HT  -        1693.205 (meters)    5555.12  (feet)  COMP
 FO0376  MODELED GRAV-     979,216.5   (mgal)                       NAVD 88
 FO0376
 FO0376  VERT ORDER  -  SECOND    CLASS 0
 FO0376
 FO0376.The horizontal coordinates were scaled from a topographic map and have
 FO0376.an estimated accuracy of +/- 6 seconds.
 FO0376
 FO0376.The orthometric height was determined by differential leveling
 FO0376.and adjusted by the National Geodetic Survey in June 1991..
 FO0376
 FO0376.The geoid height was determined by GEOID03.
 FO0376
 FO0376.The dynamic height is computed by dividing the NAVD 88
 FO0376.geopotential number by the normal gravity value computed on the
 FO0376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0376.degrees latitude (g = 980.6199 gals.).
 FO0376
 FO0376.The modeled gravity was interpolated from observed gravity values.
 FO0376
 FO0376;                    North         East    Units  Estimated Accuracy
 FO0376;SPC NM C     -   451,250.      476,360.      MT  (+/- 180 meters Scaled)
 FO0376
 FO0376                          SUPERSEDED SURVEY CONTROL
 FO0376
 FO0376  NGVD 29 (??/??/92) 1694.684  (m)         5559.98   (f) ADJ UNCH    2 0
 FO0376
 FO0376.Superseded values are not recommended for survey control.
 FO0376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0376.See file dsdata.txt to determine how the superseded data were derived.
 FO0376
 FO0376_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU623817(NAD 83)
 FO0376_MARKER: DD = SURVEY DISK
 FO0376_SETTING: 0 = UNSPECIFIED SETTING
 FO0376_STAMPING: NM BER 4 1934 EL 5560
 FO0376_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FO0376
 FO0376  HISTORY     - Date     Condition        Report By
 FO0376  HISTORY     - 1934     MONUMENTED       CGS
 FO0376
 FO0376                          STATION DESCRIPTION
 FO0376
 FO0376'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FO0376'8.2 MI E FROM ALBUQUERQUE.
 FO0376'108 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY.  21 FEET EAST OF POLE
 FO0376'NO. 205.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0130 ***********************************************************************
 CX0130  DESIGNATION -  4 F
 CX0130  PID         -  CX0130
 CX0130  STATE/COUNTY-  NM/OTERO
 CX0130  USGS QUAD   -  HOLLOMAN (1982)
 CX0130
 CX0130                         *CURRENT SURVEY CONTROL
 CX0130  ___________________________________________________________________
 CX0130* NAD 83(1986)-  32 51 09.     (N)    106 05 00.     (W)     SCALED    
 CX0130* NAVD 88     -      1248.064  (meters)    4094.69   (feet)  POSTED    
 CX0130  ___________________________________________________________________
 CX0130  GEOID HEIGHT-         -22.75  (meters)                     GEOID03
 CX0130  DYNAMIC HT  -        1246.240 (meters)    4088.71  (feet)  COMP
 CX0130  MODELED GRAV-     979,133.1   (mgal)                       NAVD 88
 CX0130
 CX0130  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 CX0130
 CX0130.The horizontal coordinates were scaled from a topographic map and have
 CX0130.an estimated accuracy of +/- 6 seconds.
 CX0130
 CX0130.The orthometric height was determined by differential leveling
 CX0130.and adjusted by the National Geodetic Survey in 1992..
 CX0130.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 CX0130.rate of 0.0 thru 1.0 mm/km.
 CX0130
 CX0130.The geoid height was determined by GEOID03.
 CX0130
 CX0130.The dynamic height is computed by dividing the NAVD 88
 CX0130.geopotential number by the normal gravity value computed on the
 CX0130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0130.degrees latitude (g = 980.6199 gals.).
 CX0130
 CX0130.The modeled gravity was interpolated from observed gravity values.
 CX0130
 CX0130;                    North         East    Units  Estimated Accuracy
 CX0130;SPC NM C     -   205,410.      515,600.      MT  (+/- 180 meters Scaled)
 CX0130
 CX0130                          SUPERSEDED SURVEY CONTROL
 CX0130
 CX0130  NGVD 29 (??/??/92) 1247.390  (m)         4092.48   (f) ADJ UNCH    2 0
 CX0130
 CX0130.Superseded values are not recommended for survey control.
 CX0130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0130.See file dsdata.txt to determine how the superseded data were derived.
 CX0130
 CX0130_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS986354(NAD 83)
 CX0130_MARKER: S = SPIKE
 CX0130_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CX0130_SP_SET: RUNWAY
 CX0130_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX0130
 CX0130  HISTORY     - Date     Condition        Report By
 CX0130  HISTORY     - UNK      MONUMENTED       CGS
 CX0130  HISTORY     - 1945     GOOD             NGS
 CX0130
 CX0130                          STATION DESCRIPTION
 CX0130
 CX0130'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 CX0130'10.5 MI SW FROM ALAMOGORDO.
 CX0130'10.5 MILES SOUTHWEST TO THE CONTROL TOWER A.A.A.F. AT THE ALAMOGORDO
 CX0130'ARMY AIRFIELD AT THE HIGHEST POINT OF THE RUNWAYS LOCATED AT THE EAST
 CX0130'END OF THE EASTWEST RUNWAY NO. 25, 1.2 MILES EAST SOUTHEAST OF THE
 CX0130'NORTH END OF THE NORTHSOUTH RUNWAY IN THE CENTER OF THE INTERSECTION
 CX0130'OF THE RUNWAY AND TAXIWAY, MARK IS A RAILROAD SPIKE DRIVEN FLUSH IN
 CX0130'ASPHALT RUNWAY.  NOTE-- ALAMOGORDO ARMY AIR FIELD IS NOW HOLLOMAN AFB.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1082 ***********************************************************************
 CX1082  DESIGNATION -  4 F
 CX1082  PID         -  CX1082
 CX1082  STATE/COUNTY-  NM/LUNA
 CX1082  USGS QUAD   -  DEMING EAST (1965)
 CX1082
 CX1082                         *CURRENT SURVEY CONTROL
 CX1082  ___________________________________________________________________
 CX1082* NAD 83(1986)-  32 15 48.     (N)    107 42 18.     (W)     SCALED    
 CX1082* NAVD 88     -      1307.761  (meters)    4290.55   (feet)  POSTED    
 CX1082  ___________________________________________________________________
 CX1082  GEOID HEIGHT-         -24.56  (meters)                     GEOID03
 CX1082  DYNAMIC HT  -        1305.780 (meters)    4284.05  (feet)  COMP
 CX1082  MODELED GRAV-     979,077.8   (mgal)                       NAVD 88
 CX1082
 CX1082  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 CX1082
 CX1082.This mark is at Deming Airport (DMN)
 CX1082
 CX1082.The horizontal coordinates were scaled from a topographic map and have
 CX1082.an estimated accuracy of +/- 6 seconds.
 CX1082
 CX1082.The orthometric height was determined by differential leveling
 CX1082.and adjusted by the National Geodetic Survey in 1992..
 CX1082.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 CX1082.rate greater than 8.0 mm/km.
 CX1082
 CX1082.The geoid height was determined by GEOID03.
 CX1082
 CX1082.The dynamic height is computed by dividing the NAVD 88
 CX1082.geopotential number by the normal gravity value computed on the
 CX1082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX1082.degrees latitude (g = 980.6199 gals.).
 CX1082
 CX1082.The modeled gravity was interpolated from observed gravity values.
 CX1082
 CX1082;                    North         East    Units  Estimated Accuracy
 CX1082;SPC NM W     -   140,070.      842,090.      MT  (+/- 180 meters Scaled)
 CX1082
 CX1082                          SUPERSEDED SURVEY CONTROL
 CX1082
 CX1082  NGVD 29 (??/??/92) 1307.184  (m)         4288.65   (f) ADJ UNCH    2 0
 CX1082
 CX1082.Superseded values are not recommended for survey control.
 CX1082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1082.See file dsdata.txt to determine how the superseded data were derived.
 CX1082
 CX1082_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBR451728(NAD 83)
 CX1082_MARKER: S = SPIKE
 CX1082_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CX1082_SP_SET: RUNWAY
 CX1082_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX1082
 CX1082  HISTORY     - Date     Condition        Report By
 CX1082  HISTORY     - UNK      MONUMENTED       CGS
 CX1082  HISTORY     - 1945     GOOD             NGS
 CX1082
 CX1082                          STATION DESCRIPTION
 CX1082
 CX1082'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 CX1082'3.8 MI SE FROM DEMING.
 CX1082'3.8 MILES SOUTHEAST TO THE POST HEADQUARTERS D.A.A.F. AT THE DEMING
 CX1082'ARMY AIR FIELD, AT THE EAST END (26 R) OF THE NORTHERLY MOST EAST-WEST
 CX1082'RUNWAY, IN THE MIDDLE OF THE RUNWAY ON THE EAST EDGE OF THE EAST
 CX1082'BORDER STRIPE, A RAILROAD SPIKE DRIVEN FLUSH WITH THE ASPHALT RUNWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0044 ***********************************************************************
 EP0044  DESIGNATION -  4 F
 EP0044  PID         -  EP0044
 EP0044  STATE/COUNTY-  NM/GUADALUPE
 EP0044  USGS QUAD   -  FORT SUMNER EAST (1982)
 EP0044
 EP0044                         *CURRENT SURVEY CONTROL
 EP0044  ___________________________________________________________________
 EP0044* NAD 83(1986)-  34 29 13.     (N)    104 12 26.     (W)     SCALED    
 EP0044* NAVD 88     -      1261.873  (meters)    4139.99   (feet)  ADJUSTED  
 EP0044  ___________________________________________________________________
 EP0044  GEOID HEIGHT-         -23.61  (meters)                     GEOID03
 EP0044  DYNAMIC HT  -        1260.204 (meters)    4134.52  (feet)  COMP
 EP0044  MODELED GRAV-     979,269.3   (mgal)                       NAVD 88
 EP0044
 EP0044  VERT ORDER  -  FIRST     CLASS II
 EP0044
 EP0044.This mark is at Fort Sumner Airport (FSU)
 EP0044
 EP0044.The horizontal coordinates were scaled from a topographic map and have
 EP0044.an estimated accuracy of +/- 6 seconds.
 EP0044
 EP0044.The orthometric height was determined by differential leveling
 EP0044.and adjusted by the National Geodetic Survey in June 1991..
 EP0044
 EP0044.The geoid height was determined by GEOID03.
 EP0044
 EP0044.The dynamic height is computed by dividing the NAVD 88
 EP0044.geopotential number by the normal gravity value computed on the
 EP0044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EP0044.degrees latitude (g = 980.6199 gals.).
 EP0044
 EP0044.The modeled gravity was interpolated from observed gravity values.
 EP0044
 EP0044;                    North         East    Units  Estimated Accuracy
 EP0044;SPC NM E     -   386,670.      176,580.      MT  (+/- 180 meters Scaled)
 EP0044
 EP0044                          SUPERSEDED SURVEY CONTROL
 EP0044
 EP0044  NGVD 29 (??/??/92) 1261.267  (m)         4138.01   (f) ADJ UNCH    1 2
 EP0044
 EP0044.Superseded values are not recommended for survey control.
 EP0044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EP0044.See file dsdata.txt to determine how the superseded data were derived.
 EP0044
 EP0044_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEU727164(NAD 83)
 EP0044_MARKER: S = SPIKE
 EP0044_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EP0044_SP_SET: RUNWAY
 EP0044_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EP0044
 EP0044  HISTORY     - Date     Condition        Report By
 EP0044  HISTORY     - UNK      MONUMENTED       CGS
 EP0044  HISTORY     - 1945     GOOD             NGS
 EP0044
 EP0044                          STATION DESCRIPTION
 EP0044
 EP0044'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 EP0044'3.4 MI NE FROM FORT SUMNER.
 EP0044'LOCATED ABOUT 3.4 MILES NORTHEAST OF THE SANTA FE RAILROAD DEPOT AT
 EP0044'FORT SUMNER AT FORT SUMNER ARMY AIR FIELD, AT EAST END OF EAST AND
 EP0044'WEST RUNWAY, IN CENTER OF RUNWAY 3 FEET WEST OF EAST END.  A RAILROAD
 EP0044'SPIKE DRIVEN FLUSH WITH RUNWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS1097 ***********************************************************************
 DS1097  DESIGNATION -  4 F 882
 DS1097  PID         -  DS1097
 DS1097  STATE/COUNTY-  NM/OTERO
 DS1097  USGS QUAD   -  TULAROSA NE (1982)
 DS1097
 DS1097                         *CURRENT SURVEY CONTROL
 DS1097  ___________________________________________________________________
 DS1097* NAD 83(1986)-  33 14 19.     (N)    106 03 40.     (W)     SCALED    
 DS1097* NAVD 88     -      1365.749  (meters)    4480.79   (feet)  ADJUSTED  
 DS1097  ___________________________________________________________________
 DS1097  GEOID HEIGHT-         -21.98  (meters)                     GEOID03
 DS1097  DYNAMIC HT  -        1363.755 (meters)    4474.25  (feet)  COMP
 DS1097  MODELED GRAV-     979,130.4   (mgal)                       NAVD 88
 DS1097
 DS1097  VERT ORDER  -  FIRST     CLASS II
 DS1097
 DS1097.The horizontal coordinates were scaled from a topographic map and have
 DS1097.an estimated accuracy of +/- 6 seconds.
 DS1097
 DS1097.The orthometric height was determined by differential leveling
 DS1097.and adjusted by the National Geodetic Survey in June 1991..
 DS1097
 DS1097.The geoid height was determined by GEOID03.
 DS1097
 DS1097.The dynamic height is computed by dividing the NAVD 88
 DS1097.geopotential number by the normal gravity value computed on the
 DS1097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS1097.degrees latitude (g = 980.6199 gals.).
 DS1097
 DS1097.The modeled gravity was interpolated from observed gravity values.
 DS1097
 DS1097;                    North         East    Units  Estimated Accuracy
 DS1097;SPC NM C     -   248,230.      517,600.      MT  (+/- 180 meters Scaled)
 DS1097
 DS1097                          SUPERSEDED SURVEY CONTROL
 DS1097
 DS1097.No superseded survey control is available for this station.
 DS1097
 DS1097_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDS011782(NAD 83)
 DS1097_MARKER: DB = BENCH MARK DISK
 DS1097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS1097_SP_SET: CONCRETE POST
 DS1097_STAMPING: 4F882 1947
 DS1097_MARK LOGO: USE   
 DS1097_PROJECTION: PROJECTING 10 CENTIMETERS
 DS1097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS1097+STABILITY: SURFACE MOTION
 DS1097
 DS1097  HISTORY     - Date     Condition        Report By
 DS1097  HISTORY     - 1947     MONUMENTED       AMS
 DS1097  HISTORY     - 1980     GOOD             NGS
 DS1097
 DS1097                          STATION DESCRIPTION
 DS1097
 DS1097'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 DS1097'18.8 KM (11.65 MI) NORT FROM TULAROSA.
 DS1097'0.1 KM (0.05 MI) EAST ALONG HIGUERA AVENUE FROM THE POST OFFICE IN
 DS1097'TULAROSA, THENCE 18.7 KM (11.6 MI) NORTHERLY ALONG U.S. HIGHWAY 54,
 DS1097'0.6 KM (0.4 MI) NORTH OF MILEPOST 91, 3 POLES NORTH OF RAILROAD
 DS1097'MILEPOST 1407, 71.9 METERS (236.0 FT) EAST OF THE CENTERLINE OF THE
 DS1097'HIGHWAY, 42.1 METERS (138.0 FT) EAST OF BM 3371, 22.9 METERS (75.0 FT)
 DS1097'SOUTHEAST OF THE SOUTHEAST CORNER OF A RAILROAD BRIDGE, 20.1 METERS
 DS1097'(66.0 FT) NORTHEAST OF UTILITY POLE NUMBER 22 FT AND 11.0 METERS
 DS1097'(36.0 FT) EAST OF THE NEAR RAIL OF THE SOUTHERN PACIFIC RAILROAD.
 DS1097'THE MARK IS 42.1 METERS  E FROM A WITNESS POST.
 DS1097'THE MARK IS 1.2 M ABOVE THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS1256 ***********************************************************************
 DS1256  DESIGNATION -  4 F 898
 DS1256  PID         -  DS1256
 DS1256  STATE/COUNTY-  NM/SOCORRO
 DS1256  USGS QUAD   -  CERRO DE LA CAMPANA (1982)
 DS1256
 DS1256                         *CURRENT SURVEY CONTROL
 DS1256  ___________________________________________________________________
 DS1256* NAD 83(1992)-  33 50 46.55465(N)    106 41 43.49654(W)     ADJUSTED  
 DS1256* NAVD 88     -      1741.4    (meters)    5713.     (feet)  VERTCON   
 DS1256  ___________________________________________________________________
 DS1256  LAPLACE CORR-           1.05  (seconds)                    DEFLEC99
 DS1256  GEOID HEIGHT-         -22.25  (meters)                     GEOID03
 DS1256
 DS1256  HORZ ORDER  -  FIRST
 DS1256
 DS1256.The horizontal coordinates were established by classical geodetic methods
 DS1256.and adjusted by the National Geodetic Survey in December 1993..
 DS1256
 DS1256.The NAVD 88 height was computed by applying the VERTCON shift value to
 DS1256.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DS1256
 DS1256.The Laplace correction was computed from DEFLEC99 derived deflections.
 DS1256
 DS1256.The geoid height was determined by GEOID03.
 DS1256
 DS1256;                    North         East     Units Scale Factor Converg.
 DS1256;SPC NM C     -   315,692.374   458,780.347   MT  0.99992094   -0 14 53.1
 DS1256;SPC NM C     - 1,035,734.06  1,505,181.86   sFT  0.99992094   -0 14 53.1
 DS1256;UTM  13      - 3,746,403.193   343,141.785   MT  0.99990332   -0 56 40.1
 DS1256
 DS1256!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS1256!SPC NM C     -   0.99973019  x   0.99992094  =   0.99965115
 DS1256!UTM  13      -   0.99973019  x   0.99990332  =   0.99963353
 DS1256
 DS1256|---------------------------------------------------------------------|
 DS1256| PID    Reference Object                     Distance      Geod. Az  |
 DS1256|                                                           dddmmss.s |
 DS1256| CD1459 4 F 898 RM 2                         11.351 METERS 13800     |
 DS1256| CD1458 4 F 898 RM 1                          6.102 METERS 35007     |
 DS1256| DS0628 4 F 898 AZ MK                                      3575413.4 |
 DS1256|---------------------------------------------------------------------|
 DS1256
 DS1256                          SUPERSEDED SURVEY CONTROL
 DS1256
 DS1256  NAD 83(1986)-  33 50 46.56182(N)    106 41 43.49871(W) AD(       ) 1
 DS1256  NAD 27      -  33 50 46.32170(N)    106 41 41.42210(W) AD(       ) 1
 DS1256  NGVD 29 (07/19/86) 1740.7    (m)         5711.     (f) VERT ANG       
 DS1256
 DS1256.Superseded values are not recommended for survey control.
 DS1256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS1256.See file dsdata.txt to determine how the superseded data were derived.
 DS1256
 DS1256_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT4314246403(NAD 83)
 DS1256_MARKER: DD = SURVEY DISK
 DS1256_SETTING: 80 = SET IN A BOULDER
 DS1256_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 DS1256
 DS1256  HISTORY     - Date     Condition        Report By
 DS1256  HISTORY     - 1952     MONUMENTED       CGS
 DS1256  HISTORY     - 1954     GOOD             CGS
 DS1256  HISTORY     - 1973     GOOD             NGS
 DS1256
 DS1256                          STATION DESCRIPTION
 DS1256
 DS1256'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RLE)
 DS1256'THE STATION IS LOCATED ABOUT 21 MILES WEST OF BINGHAM, ABOUT
 DS1256'5 MILES SOUTHWEST OF THE CARTHAGE STORE ON THE CENTER AND
 DS1256'HIGHEST OF THREE PROMINENT PEAKS.  *THE STATION MARK IS A
 DS1256'STANDARD U.S.E.D. STATION MARK DISK CEMENTED IN A DRILL HOLE IN
 DS1256'A BOULDER ON THE HIGHEST PART OF THE HILL, 10 FEET NORTH OF A
 DS1256'DEPRESSION ABOUT 10 FEET IN DIAMETER AND ABOUT 6 FEET DEEP AND
 DS1256'10 FEET SOUTHEAST OF ANOTHER DEPRESSION 4 FEET IN DIAMETER AND 3
 DS1256'FEET DEEP.  IT IS STAMPED 4F 898 1947.
 DS1256'
 DS1256'REFERENCE MARK NO. 1 IS LOCATED ON THE NORTH EDGE OF THE
 DS1256'HILLTOP, 11 FEET NORTH OF A DEPRESSION AND 1 FOOT EAST OF A
 DS1256'CAIRN.  IT IS ABOUT 1.5 FEET LOWER THAN THE STATION AND IT IS
 DS1256'STAMPED 4F 898 AMS NO 1 1952.
 DS1256'
 DS1256'REFERENCE MARK NO. 2 IS 15 FEET SOUTHEAST OF A DEPRESSION AND
 DS1256'2 FEET SOUTH OF A CAIRN.  IT IS ABOUT 1.5 FEET HIGHER THAN THE
 DS1256'STATION AND IS STAMPED 4F 898 AMS NO 2 1952.
 DS1256'
 DS1256'THE AZIMUTH MARK IS 105 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY
 DS1256'380, 34 FEET EAST OF THE CENTER OF A NORTH-SOUTH GRAVELED
 DS1256'ROAD AND 6 FEET WEST OIF A HIGHLINE POLE.  IT PROJECTS 6 INCHES
 DS1256'AND IS STAMPED 4F 898 AMS 1952.
 DS1256'
 DS1256'TO REACH THE STATION FROM THE POST OFFICE IN BINGHAM GO WEST
 DS1256'ON U.S. HIGHWAY 380 FOR 16 MILES TO THE CARTHAGE STORE ON THE
 DS1256'LEFT, CONTINUE WEST ON U.S. HIGHWAY 380 FOR 2.0 MILES TO A
 DS1256'GRAVELED ROAD ON THE LEFT AND THE AZIMUTH MARK ON THE LEFT AS
 DS1256'DESCRIBED.  TURN LEFT AND FOLLOW GRAVELED ROAD SOUTH AND
 DS1256'SOUTHWEST FOR 1.8 MILES TO A FORK, TAKE LEFT FORK AND GO 0.1
 DS1256'MILE TO A TRACK ROAD RIGHT JUST AFTER CROSSING A CATTLE GUARD.
 DS1256'TURN RIGHT AND FOLLOW TRACK ROAD SOUTHERLY FOR 1.3 TO A POINT
 DS1256'BETWEEN TWO PROMINENT PEAKS AND THE END OF TRUCK TRAVEL, FROM
 DS1256'HERE PACK WEST TO THE TOP OF THE HILL AND THE STATION AS
 DS1256'DESCRIBED.  A 30 MINUTE PACK.
 DS1256
 DS1256                          STATION RECOVERY (1954)
 DS1256
 DS1256'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (WRH)
 DS1256'STATION RECOVERED AS DESCRIBED AND ALL MARKS ARE IN GOOD
 DS1256'CONDITION.  A COMPLETE DESCRIPTION FOLLOWS.
 DS1256'
 DS1256'STATION IS LOCATED, AIRLINE, ABOUT 21 MILES WEST OF BINGHAM, 5
 DS1256'MILES SOUTHWEST OF THE CARTHAGE STORE, 11-1/2 MILES SOUTHEAST
 DS1256'OF SAN ANTONIO, 3 MILES SOUTH OF U.S. HIGHWAY 380 AND ON THE
 DS1256'CENTER AND HIGHEST OF THREE PROMINENT PEAKS.
 DS1256'
 DS1256'STATION IS REACHED AS FOLLOWS--FROM THE JUNCTION OF U.S. HIGHWAYS
 DS1256'380 AND 85 IN SAN ANTONIO, GO EAST ON U.S. HIGHWAY 380 FOR
 DS1256'10.5 MILES TO A SIDE ROAD ON THE RIGHT AND THE AZIMUTH MARK.
 DS1256'TURN RIGHT, CROSS CATTLE GUARD AND GO 1.8 MILES TO A FORK.
 DS1256'TAKE THE LEFT FORK AND GO 0.1 MILE TO A TRACK ROAD ON THE RIGHT
 DS1256'JUST AFTER CROSSING A CATTLE GUARD.  TURN RIGHT AND FOLLOW
 DS1256'THE TRACK ROAD SOUTHERLY FOR 1.3 MILES TO A POINT BETWEEN TWO
 DS1256'PROMINENT PEAKS AND THE END OF TRUCK TRAVEL.  FROM HERE PACK
 DS1256'RIGHT, WEST, TO THE TOP OF THE PEAK AND THE STATION.  A 30
 DS1256'MINUTE PACK.
 DS1256'
 DS1256'STATION MARK, STAMPED 4F 898 1947, IS A USED DISK CEMENTED
 DS1256'IN A DRILL HOLE IN GRANITE BEDROCK FLUSH WITH THE GROUND.  IT IS
 DS1256'ON THE HIGHEST POINT OF THE PEAK AND IN BETWEEN TWO DEPRESSIONS
 DS1256'THAT HAVE BEEN DUG OR BLASTED OUT.
 DS1256'
 DS1256'REFERENCE MARK NUMBER 1, STAMPED 4F 898 AMS NO 1 1952, IS A
 DS1256'STANDARD USC AND GS DISK CEMENTED IN A DRILL HOLE IN A BOULDER
 DS1256'PROJECTING 1 FOOT AND IS ABOUT 2 FEET LOWER THAN THE STATION.
 DS1256'IT IS 10.0 FEET NORTHWEST OF A SHALLOW DEPRESSION AND 1 FOOT
 DS1256'NORTH OF A SMALL CAIRN.
 DS1256'
 DS1256'REFERENCE MARK NUMBER 2, STAMPED 4F 898 AMS NO 2 1952, IS A
 DS1256'STANDARD USC AND GS DISK CEMENTED IN A DRILL HOLE IN A BOULDER
 DS1256'PROJECTING 2 FEET AND IS ABOUT 2 FEET HIGHER THAN THE STATION.
 DS1256'IT IS 10.0 FEET EAST OF A DEEP HOLE AND 18 INCHES SOUTH OF A
 DS1256'SMALL CAIRN.
 DS1256'
 DS1256'AZIMUTH MARK, STAMPED 4F 898 AMS 1952, IS A STANDARD USC AND GS
 DS1256'DISK SET IN THE TOP OF AN 8 INCH SQUARE CONCRETE POST THAT
 DS1256'PROJECTS 6 INCHES.  IT IS 34.0 FEET EAST OF THE CENTERLINE OF THE
 DS1256'NORTH-SOUTH DIRT ROAD, 6.0 FEET WEST OF A POWER LINE POLE,
 DS1256'3.0 FEET SOUTH OF A FENCE LINE AND 2.0 FEET SOUTH OF A WITNESS POST.
 DS1256'
 DS1256'NOTE--DIFFERENCE IN MEASUREMENTS TO THE RMS WERE NOTED AND
 DS1256'DOUBLE CHECKED IN THE FIELD.
 DS1256
 DS1256                          STATION RECOVERY (1973)
 DS1256
 DS1256'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CWW)
 DS1256'THE STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED AND IN
 DS1256'GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DS1256'
 DS1256'THE STATION IS LOCATED ABOUT 10 MILES AIRLINE EAST-SOUTHEAST
 DS1256'OF SAN ANTONIO.
 DS1256'
 DS1256'TO REACH THE STATION FROM THE JUNCTION OF U.S. 380 AND S.R.
 DS1256'1 IN SAN ANTONIO, GO EAST ON U.S. 380, 11.7 MILES TO THE
 DS1256'JUNCTION OF U.S. 380 AND S.R. 525.  TURN RIGHT, SOUTH, ON S.R.
 DS1256'525, GO 2.5 MILES TO A Y, MAKE A RIGHT TURN ONTO DIRT ROAD.
 DS1256'FOLLOW ROAD WEST, 1.5 MILES TO A DIRT ROAD ON THE LEFT, TURN
 DS1256'LEFT, SOUTH, AND CONTINUE 0.4 MILES TO THE FOOT OF A LARGE
 DS1256'HILL ON THE LEFT.  FROM HERE PACK UP WEST SIDE OF HILL TO THE
 DS1256'STATION ON THE HIGHEST POINT OF THE HILL.  A 30 MINUTE PACK.
 DS1256'
 DS1256'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--11.5 MILES SE
 DS1256'OF SAN ANTONIO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0628 ***********************************************************************
 DS0628  DESIGNATION -  4 F 898 AZ MK
 DS0628  PID         -  DS0628
 DS0628  STATE/COUNTY-  NM/SOCORRO
 DS0628  USGS QUAD   -  CANON AGUA BUENA (1981)
 DS0628
 DS0628                         *CURRENT SURVEY CONTROL
 DS0628  ___________________________________________________________________
 DS0628* NAD 83(1986)-  33 53 07.     (N)    106 41 49.     (W)     SCALED    
 DS0628* NAVD 88     -      1556.285  (meters)    5105.91   (feet)  ADJUSTED  
 DS0628  ___________________________________________________________________
 DS0628  GEOID HEIGHT-         -22.19  (meters)                     GEOID03
 DS0628  DYNAMIC HT  -        1554.054 (meters)    5098.59  (feet)  COMP
 DS0628  MODELED GRAV-     979,148.1   (mgal)                       NAVD 88
 DS0628
 DS0628  VERT ORDER  -  FIRST     CLASS II
 DS0628
 DS0628.The horizontal coordinates were scaled from a topographic map and have
 DS0628.an estimated accuracy of +/- 6 seconds.
 DS0628
 DS0628.The orthometric height was determined by differential leveling
 DS0628.and adjusted by the National Geodetic Survey in June 1991..
 DS0628
 DS0628.The geoid height was determined by GEOID03.
 DS0628
 DS0628.The dynamic height is computed by dividing the NAVD 88
 DS0628.geopotential number by the normal gravity value computed on the
 DS0628.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0628.degrees latitude (g = 980.6199 gals.).
 DS0628
 DS0628.The modeled gravity was interpolated from observed gravity values.
 DS0628
 DS0628;                    North         East    Units  Estimated Accuracy
 DS0628;SPC NM C     -   320,020.      458,660.      MT  (+/- 180 meters Scaled)
 DS0628
 DS0628                          SUPERSEDED SURVEY CONTROL
 DS0628
 DS0628  NGVD 29 (??/??/92) 1555.592  (m)         5103.64   (f) ADJ UNCH    1 2
 DS0628
 DS0628.Superseded values are not recommended for survey control.
 DS0628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0628.See file dsdata.txt to determine how the superseded data were derived.
 DS0628
 DS0628_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT430507(NAD 83)
 DS0628_MARKER: DZ = AZIMUTH MARK DISK
 DS0628_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0628_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0628_STAMPING: AMS 1952 4F898
 DS0628_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0628+STABILITY: SURFACE MOTION
 DS0628
 DS0628  HISTORY     - Date     Condition        Report By
 DS0628  HISTORY     - 1952     MONUMENTED       CGS
 DS0628  HISTORY     - 1966     GOOD             NGS
 DS0628
 DS0628                          STATION DESCRIPTION
 DS0628
 DS0628'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 DS0628'10.0 MI E FROM SAN ANTONIO.
 DS0628'ABOUT 10.0 MILES EAST ALONG U. S. HIGHWAY 380 FROM THE POST OFFICE AT
 DS0628'SAN ANTONIO, OR ABOUT 2.1 MILES NORTHWEST ALONG WHITE SANDS MISSILE
 DS0628'RANGE ROUTE 7 FROM THE HEADQUARTERS BUILDING AT STALLION RANGE CENTER,
 DS0628'THENCE 2.0 MILES NORTHWEST ALONG A GRADED DIRT ROAD, THENCE 1.8 MILES
 DS0628'NORTH ALONG AN ABANDONED ROAD, IN THE SOUTHEAST CORNER OF THE JUNCTION
 DS0628'OF THE HIGHWAY AND THE ABANDONED ROAD, 107 FEET SOUTH OF THE CENTER
 DS0628'LINE OF THE HIGHWAY, 36 FEET EAST OF THE CENTER LINE OF THE ABANDONED
 DS0628'ROAD, 6 FEET WEST OF A POWER POLE, 6 FEET SOUTH OF A FENCE, 0.9 FOOT
 DS0628'NORTH OF A METAL WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL OF THE
 DS0628'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0400 ***********************************************************************
 DS0400  DESIGNATION -  4 F 909
 DS0400  PID         -  DS0400
 DS0400  STATE/COUNTY-  NM/OTERO
 DS0400  USGS QUAD   -  BITTER CREEK (1981)
 DS0400
 DS0400                         *CURRENT SURVEY CONTROL
 DS0400  ___________________________________________________________________
 DS0400* NAD 83(1986)-  33 10 07.     (N)    106 10 40.     (W)     SCALED    
 DS0400* NAVD 88     -      1262.813  (meters)    4143.08   (feet)  ADJUSTED  
 DS0400  ___________________________________________________________________
 DS0400  GEOID HEIGHT-         -22.61  (meters)                     GEOID03
 DS0400  DYNAMIC HT  -        1260.995 (meters)    4137.11  (feet)  COMP
 DS0400  MODELED GRAV-     979,154.7   (mgal)                       NAVD 88
 DS0400
 DS0400  VERT ORDER  -  SECOND    CLASS 0
 DS0400
 DS0400.The horizontal coordinates were scaled from a topographic map and have
 DS0400.an estimated accuracy of +/- 6 seconds.
 DS0400
 DS0400.The orthometric height was determined by differential leveling
 DS0400.and adjusted by the National Geodetic Survey in June 1991..
 DS0400
 DS0400.The geoid height was determined by GEOID03.
 DS0400
 DS0400.The dynamic height is computed by dividing the NAVD 88
 DS0400.geopotential number by the normal gravity value computed on the
 DS0400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0400.degrees latitude (g = 980.6199 gals.).
 DS0400
 DS0400.The modeled gravity was interpolated from observed gravity values.
 DS0400
 DS0400;                    North         East    Units  Estimated Accuracy
 DS0400;SPC NM C     -   240,450.      506,740.      MT  (+/- 180 meters Scaled)
 DS0400
 DS0400                          SUPERSEDED SURVEY CONTROL
 DS0400
 DS0400  NGVD 29 (??/??/92) 1262.190  (m)         4141.03   (f) ADJ UNCH    2 0
 DS0400
 DS0400.Superseded values are not recommended for survey control.
 DS0400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0400.See file dsdata.txt to determine how the superseded data were derived.
 DS0400
 DS0400_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS901705(NAD 83)
 DS0400_MARKER: DD = SURVEY DISK
 DS0400_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0400_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0400_STAMPING: 4 F 909 1246
 DS0400_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0400+STABILITY: SURFACE MOTION
 DS0400
 DS0400  HISTORY     - Date     Condition        Report By
 DS0400  HISTORY     - UNK      MONUMENTED       AMS
 DS0400  HISTORY     - 1952     GOOD             NGS
 DS0400
 DS0400                          STATION DESCRIPTION
 DS0400
 DS0400'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DS0400'13.1 MI NW FROM TULAROSA.
 DS0400'6.75 MILES WEST ALONG OLD STATE HIGHWAY 52 FROM THE SOUTHERN PACIFIC
 DS0400'RAILROAD STATION AT TULAROSA, THENCE 6.35 MILES NORTHWEST ALONG A
 DS0400'GRAVELED ROAD, 324 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 3
 DS0400'FEET SOUTHEAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 DS0400'WHICH PROJECTS 0.9 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0241 ***********************************************************************
 DS0241  DESIGNATION -  4 F 912
 DS0241  PID         -  DS0241
 DS0241  STATE/COUNTY-  NM/LINCOLN
 DS0241  USGS QUAD   -  BULL GAP SW (1981)
 DS0241
 DS0241                         *CURRENT SURVEY CONTROL
 DS0241  ___________________________________________________________________
 DS0241* NAD 83(1986)-  33 32 28.     (N)    106 10 44.     (W)     SCALED    
 DS0241* NAVD 88     -      1416.855  (meters)    4648.47   (feet)  ADJUSTED  
 DS0241  ___________________________________________________________________
 DS0241  GEOID HEIGHT-         -21.59  (meters)                     GEOID03
 DS0241  DYNAMIC HT  -        1414.828 (meters)    4641.81  (feet)  COMP
 DS0241  MODELED GRAV-     979,157.0   (mgal)                       NAVD 88
 DS0241
 DS0241  VERT ORDER  -  SECOND    CLASS 0
 DS0241
 DS0241.The horizontal coordinates were scaled from a topographic map and have
 DS0241.an estimated accuracy of +/- 6 seconds.
 DS0241
 DS0241.The orthometric height was determined by differential leveling
 DS0241.and adjusted by the National Geodetic Survey in June 1991..
 DS0241
 DS0241.The geoid height was determined by GEOID03.
 DS0241
 DS0241.The dynamic height is computed by dividing the NAVD 88
 DS0241.geopotential number by the normal gravity value computed on the
 DS0241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0241.degrees latitude (g = 980.6199 gals.).
 DS0241
 DS0241.The modeled gravity was interpolated from observed gravity values.
 DS0241
 DS0241;                    North         East    Units  Estimated Accuracy
 DS0241;SPC NM C     -   281,760.      506,600.      MT  (+/- 180 meters Scaled)
 DS0241
 DS0241                          SUPERSEDED SURVEY CONTROL
 DS0241
 DS0241  NGVD 29 (??/??/92) 1416.205  (m)         4646.33   (f) ADJ UNCH    2 0
 DS0241
 DS0241.Superseded values are not recommended for survey control.
 DS0241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0241.See file dsdata.txt to determine how the superseded data were derived.
 DS0241
 DS0241_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT905118(NAD 83)
 DS0241_MARKER: DD = SURVEY DISK
 DS0241_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0241_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0241_STAMPING: 4 F 912 1947
 DS0241_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0241+STABILITY: SURFACE MOTION
 DS0241
 DS0241  HISTORY     - Date     Condition        Report By
 DS0241  HISTORY     - 1947     MONUMENTED       AMS
 DS0241  HISTORY     - 1969     GOOD             NGS
 DS0241
 DS0241                          STATION DESCRIPTION
 DS0241
 DS0241'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 DS0241'10.0 MI NW FROM OSCURO.
 DS0241'ABOUT 7.75 MILES NORTHWEST ALONG WHITE SANDS MISSILE RANGE ROUTE 12
 DS0241'FROM THE STORE AT OSCURO, THENCE 2.25 MILES NORTHWEST ALONG WHITE
 DS0241'SANDS MISSILE RANGE ROUTE 9, ON THE OUTSIDE OF A CURVE IN THE ROUTE,
 DS0241'105 FEET NORTHEAST OF THE CENTER LINE OF THE ROUTE, 1.0 FOOT SOUTHWEST
 DS0241'OF A METAL WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL OF THE ROUTE,
 DS0241'AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 2 INCHES ABOVE
 DS0241'THE SURFACE OF THE GROUND.  SEC 11, T 9S, R 7E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS1127 ***********************************************************************
 DS1127  DESIGNATION -  4 F 914
 DS1127  PID         -  DS1127
 DS1127  STATE/COUNTY-  NM/SOCORRO
 DS1127  USGS QUAD   -  RED CANYON (1982)
 DS1127
 DS1127                         *CURRENT SURVEY CONTROL
 DS1127  ___________________________________________________________________
 DS1127* NAD 83(1992)-  33 40 39.15111(N)    106 12 31.34501(W)     ADJUSTED  
 DS1127* NAVD 88     -      1799.1    (meters)    5903.     (feet)  VERTCON   
 DS1127  ___________________________________________________________________
 DS1127  LAPLACE CORR-           1.96  (seconds)                    DEFLEC99
 DS1127  GEOID HEIGHT-         -21.24  (meters)                     GEOID03
 DS1127
 DS1127  HORZ ORDER  -  FIRST
 DS1127
 DS1127.The horizontal coordinates were established by classical geodetic methods
 DS1127.and adjusted by the National Geodetic Survey in December 1993..
 DS1127
 DS1127.The NAVD 88 height was computed by applying the VERTCON shift value to
 DS1127.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DS1127
 DS1127.The Laplace correction was computed from DEFLEC99 derived deflections.
 DS1127
 DS1127.The geoid height was determined by GEOID03.
 DS1127
 DS1127;                    North         East     Units Scale Factor Converg.
 DS1127;SPC NM C     -   296,891.316   503,828.821   MT  0.99990018   +0 01 22.4
 DS1127;SPC NM C     -   974,050.93  1,652,978.39   sFT  0.99990018   +0 01 22.4
 DS1127;UTM  13      - 3,727,058.820   387,955.307   MT  0.99975477   -0 40 13.2
 DS1127
 DS1127!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS1127!SPC NM C     -   0.99972098  x   0.99990018  =   0.99962119
 DS1127!UTM  13      -   0.99972098  x   0.99975477  =   0.99947582
 DS1127
 DS1127:                Primary Azimuth Mark                     Grid Az
 DS1127:SPC NM C     -  4 F 914 AZ MK                            012 01 12.1
 DS1127:UTM  13      -  4 F 914 AZ MK                            012 42 47.7
 DS1127
 DS1127|---------------------------------------------------------------------|
 DS1127| PID    Reference Object                     Distance      Geod. Az  |
 DS1127|                                                           dddmmss.s |
 DS1127| CD1460 4 F 914 AZ MK                                      0120234.5 |
 DS1127| CD1461 4 F 914 RM 1                         10.337 METERS 21817     |
 DS1127| CD1462 4 F 914 RM 2                          7.678 METERS 31554     |
 DS1127|---------------------------------------------------------------------|
 DS1127
 DS1127                          SUPERSEDED SURVEY CONTROL
 DS1127
 DS1127  NAD 83(1986)-  33 40 39.15811(N)    106 12 31.34752(W) AD(       ) 1
 DS1127  NAD 27      -  33 40 38.89087(N)    106 12 29.34954(W) AD(       ) 1
 DS1127  NGVD 29 (07/19/86) 1798.3    (m)         5900.     (f) VERT ANG       
 DS1127
 DS1127.Superseded values are not recommended for survey control.
 DS1127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS1127.See file dsdata.txt to determine how the superseded data were derived.
 DS1127
 DS1127_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT8795527059(NAD 83)
 DS1127_MARKER: DD = SURVEY DISK
 DS1127_SETTING: 66 = SET IN ROCK OUTCROP
 DS1127
 DS1127  HISTORY     - Date     Condition        Report By
 DS1127  HISTORY     - 1967     MONUMENTED       AMS
 DS1127  HISTORY     - 1968     GOOD             CGS
 DS1127
 DS1127                          STATION DESCRIPTION
 DS1127
 DS1127'DESCRIBED BY US ARMY MAP SERVICE (NOW DMA) 1967 (JWC)
 DS1127'THE STATION IS ABOUT 26-3/4 MILES NORTH-NORTHWEST OF THREE RIVERS,
 DS1127'19-1/2 MILES WEST-NORTHWEST OF CARRIZOZO AND 12-1/2 MILES NORTH OF
 DS1127'OSCURA RANGE CENTER, ON THE HIGHEST POINT OF A NORTH-SOUTH RIDGE
 DS1127'AND NEAR TWO POWER POLES.
 DS1127'
 DS1127'TO REACH THE STATION FROM THE POST OFFICE IN THREE RIVERS, GO NORTH
 DS1127'ON U.S. HIGHWAY 54 FOR 11.2 MILES TO A GRAVELED SIDE ROAD LEFT AT
 DS1127'THE VILLAGE OF OSCURO.  TURN LEFT AND GO WESTERLY ON THE GRAVELED
 DS1127'ROAD FOR 6.3 MILES TO A LOCKED GATE.  PASS THROUGH THE GATE AND
 DS1127'CONTINUE WEST FOR 0.85 MILE TO A SIDE ROAD RIGHT AT A GUARD
 DS1127'SHACK.  TURN RIGHT AND GO NORTH ON ROAD 11 FOR 7.3 MILES TO A SIDE
 DS1127'ROAD LEFT, WEST.  CONTINUE NORTHERLY FOR 4.35 MILES TO A FORK.  TAKE
 DS1127'THE LEFT FORK AND CONTINUE NORTHERLY ON MAIN TRAVELED ROAD FOR
 DS1127'3.0 MILES TO A SIDE ROAD LEFT.  TURN LEFT AND GO SOUTHWEST ON A
 DS1127'GRADED ROAD FOR 0.8 MILE TO A SANDY WASH AND THE END OF THE GRADED
 DS1127'ROAD.  CROSS WASH AND FOLLOW TRACK ROAD NORTHWEST FOR 0.2 MILE TO
 DS1127'THE TOP OF A RIDGE.  TURN LEFT AND GO SOUTHWEST FOR 0.8 MILE, AT
 DS1127'THIS POINT, BEAR LEFT AND GO SOUTH, CROSS COUNTRY FOR 0.4 MILE,
 DS1127'TURN LEFT AND GO EAST DOWN RIDGE FOR 0.2 MILE, THEN RIGHT, SOUTH
 DS1127'ON TRACK ROAD FOR 0.55 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 DS1127'CONTINUE SOUTH ON THE TRACK ROAD FOR 0.6 MILE TO THE HIGHEST
 DS1127'POINT ON THE RIDGE AND THE STATION.
 DS1127'
 DS1127'THE STATION MARK IS A BRONZE DISK OF THE ARMY MAP SERVICE, STAMPED
 DS1127'4 F 914 1947, CEMENTED IN A DRILL HOLE IN A 1 X 2 FOOT ROCK OUTCROP,
 DS1127'THAT PROJECTS 1 INCH ABOVE THE GROUND.  IT IS 5 FEET NORTH OF THE
 DS1127'NORTH ONE OF TWO POLES.
 DS1127'
 DS1127'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED 4 F 914 AMS NO 1 1966,
 DS1127'CEMENTED IN A DRILL HOLE IN A 1 X 2 FOOT ROCK OUTCROP, THAT PROJECTS
 DS1127'1 INCH ABOVE THE GROUND.  IT IS 22 FEET SOUTHWEST OF THE NORTH
 DS1127'POLE, 21 FEET NORTHWEST OF THE SOUTH POLE AND ABOUT 2 FEET LOWER
 DS1127'THAN THE STATION.
 DS1127'
 DS1127'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED 4 F 914 AMS NO 2 1966,
 DS1127'CEMENTED IN A DRILL HOLE IN A 1 X 1 FOOT ROCK OUTCROP, THAT IS FLUSH
 DS1127'WITH THE GROUND.  IT IS 38 FEET NORTHWEST OF THE NORTH POLE AND
 DS1127'ABOUT 2 FEET LOWER THAN THE STATION.
 DS1127'
 DS1127'AZIMUTH MARK IS A STANDARD DISK, STAMPED 4 F 914 AMS 1966, CEMENTED
 DS1127'IN A DRILL HOLE IN A 1 X 1 FOOT ROCK OUTCROP, THAT PROJECTS 1 INCH
 DS1127'ABOVE THE GROUND.  IT IS 20 FEET WEST OF THE CENTERLINE OF A TRACK
 DS1127'ROAD AND 2 FEET SOUTHEAST OF A WITNESS POST.
 DS1127
 DS1127                          STATION RECOVERY (1968)
 DS1127
 DS1127'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JBJ)
 DS1127'THE STATION MARK, REFERENCE MARKS 1, 2, AND THE AZIMUTH MARK WERE
 DS1127'RECOVERED AS DESCRIBED BY J.W. CARPENTER IN 1967.
 DS1127'
 DS1127'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--19-1/2 MILES
 DS1127'WEST-NORTHWEST OF CARRIZOZO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0589 ***********************************************************************
 CX0589  DESIGNATION -  4 F 918
 CX0589  PID         -  CX0589
 CX0589  STATE/COUNTY-  NM/OTERO
 CX0589  USGS QUAD   -  WHITE SANDS NE (1955)
 CX0589
 CX0589                         *CURRENT SURVEY CONTROL
 CX0589  ___________________________________________________________________
 CX0589* NAD 83(1986)-  32 28 08.     (N)    106 18 54.     (W)     SCALED    
 CX0589* NAVD 88     -      1222.343  (meters)    4010.30   (feet)  ADJUSTED  
 CX0589  ___________________________________________________________________
 CX0589  GEOID HEIGHT-         -23.62  (meters)                     GEOID03
 CX0589  DYNAMIC HT  -        1220.519 (meters)    4004.32  (feet)  COMP
 CX0589  MODELED GRAV-     979,104.6   (mgal)                       NAVD 88
 CX0589
 CX0589  VERT ORDER  -  SECOND    CLASS 0
 CX0589
 CX0589.The horizontal coordinates were scaled from a topographic map and have
 CX0589.an estimated accuracy of +/- 6 seconds.
 CX0589
 CX0589.The orthometric height was determined by differential leveling
 CX0589.and adjusted by the National Geodetic Survey in June 1991..
 CX0589
 CX0589.The geoid height was determined by GEOID03.
 CX0589
 CX0589.The dynamic height is computed by dividing the NAVD 88
 CX0589.geopotential number by the normal gravity value computed on the
 CX0589.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0589.degrees latitude (g = 980.6199 gals.).
 CX0589
 CX0589.The modeled gravity was interpolated from observed gravity values.
 CX0589
 CX0589;                    North         East    Units  Estimated Accuracy
 CX0589;SPC NM C     -   162,860.      493,890.      MT  (+/- 180 meters Scaled)
 CX0589
 CX0589                          SUPERSEDED SURVEY CONTROL
 CX0589
 CX0589  NGVD 29 (??/??/92) 1221.753  (m)         4008.37   (f) ADJ UNCH    2 0
 CX0589
 CX0589.Superseded values are not recommended for survey control.
 CX0589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0589.See file dsdata.txt to determine how the superseded data were derived.
 CX0589
 CX0589_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR764931(NAD 83)
 CX0589_MARKER: DD = SURVEY DISK
 CX0589_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX0589_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CX0589_STAMPING: 4 F 918 1947
 CX0589_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX0589+STABILITY: SURFACE MOTION
 CX0589
 CX0589  HISTORY     - Date     Condition        Report By
 CX0589  HISTORY     - 1947     MONUMENTED       AMS
 CX0589  HISTORY     - 1952     GOOD             NGS
 CX0589  HISTORY     - 1966     GOOD             NGS
 CX0589
 CX0589                          STATION DESCRIPTION
 CX0589
 CX0589'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CX0589'54.25 MI SW FROM ALAMOGORDO.
 CX0589'41.2 MILES SOUTHWEST ALONG U.S. HIGHWAY 70 FROM THE POST OFFICE AT
 CX0589'ALAMOGORDO, THENCE 4.6 MILES SOUTH ALONG A TRACK ROAD, THENCE 2.4
 CX0589'MILES EAST ALONG AN OILED ROAD, THENCE 6.05 MILES NORTHEAST ALONG A
 CX0589'SANDY TRACK ROAD, 65 YARDS NORTH OF THE CENTER OF A JUNCTION WITH A
 CX0589'DIRT ROAD LEADING EAST, 200 FEET NORTHWEST OF THE CENTER LINE OF A
 CX0589'TRACK ROAD.  260 FEET NORTHWEST OF A TELEPHONE LINE LEADING EAST, 3
 CX0589'FEET NORTHEAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 CX0589'WHICH PROJECTS 1.0 FOOT ABOVE THE GROUND.
 CX0589
 CX0589                          STATION RECOVERY (1966)
 CX0589
 CX0589'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 CX0589'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0011 ***********************************************************************
 CX0011  DESIGNATION -  4 F 919
 CX0011  PID         -  CX0011
 CX0011  STATE/COUNTY-  NM/OTERO
 CX0011  USGS QUAD   -  LAKE LUCERO SE (1982)
 CX0011
 CX0011                         *CURRENT SURVEY CONTROL
 CX0011  ___________________________________________________________________
 CX0011* NAD 83(1992)-  32 34 14.79873(N)    106 20 02.26298(W)     ADJUSTED  
 CX0011* NAVD 88     -      1216.521  (meters)    3991.20   (feet)  ADJUSTED  
 CX0011  ___________________________________________________________________
 CX0011  LAPLACE CORR-          -0.05  (seconds)                    DEFLEC99
 CX0011  GEOID HEIGHT-         -23.49  (meters)                     GEOID03
 CX0011  DYNAMIC HT  -        1214.724 (meters)    3985.31  (feet)  COMP
 CX0011  MODELED GRAV-     979,120.1   (mgal)                       NAVD 88
 CX0011
 CX0011  HORZ ORDER  -  SECOND
 CX0011  VERT ORDER  -  FIRST     CLASS II
 CX0011
 CX0011.The horizontal coordinates were established by classical geodetic methods
 CX0011.and adjusted by the National Geodetic Survey in December 1993..
 CX0011
 CX0011.The orthometric height was determined by differential leveling
 CX0011.and adjusted by the National Geodetic Survey in June 1991..
 CX0011
 CX0011.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX0011
 CX0011.The geoid height was determined by GEOID03.
 CX0011
 CX0011.The dynamic height is computed by dividing the NAVD 88
 CX0011.geopotential number by the normal gravity value computed on the
 CX0011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0011.degrees latitude (g = 980.6199 gals.).
 CX0011
 CX0011.The modeled gravity was interpolated from observed gravity values.
 CX0011
 CX0011;                    North         East     Units Scale Factor Converg.
 CX0011;SPC NM C     -   174,158.351   492,116.502   MT  0.99990077   -0 02 42.7
 CX0011;SPC NM C     -   571,384.52  1,614,552.22   sFT  0.99990077   -0 02 42.7
 CX0011;UTM  13      - 3,604,489.729   374,782.172   MT  0.99979334   -0 43 05.6
 CX0011
 CX0011!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX0011!SPC NM C     -   0.99981272  x   0.99990077  =   0.99971351
 CX0011!UTM  13      -   0.99981272  x   0.99979334  =   0.99960610
 CX0011
 CX0011:                Primary Azimuth Mark                     Grid Az
 CX0011:SPC NM C     -  ADD 2                                    034 26 32.3
 CX0011:UTM  13      -  ADD 2                                    035 06 55.2
 CX0011
 CX0011|---------------------------------------------------------------------|
 CX0011| PID    Reference Object                     Distance      Geod. Az  |
 CX0011|                                                           dddmmss.s |
 CX0011| CX1499 ADD 2                               APPROX. 1.0 KM 0342349.6 |
 CX0011| CX1498 4 F 919 2                            15.078 METERS 08738     |
 CX0011|---------------------------------------------------------------------|
 CX0011
 CX0011                          SUPERSEDED SURVEY CONTROL
 CX0011
 CX0011  NAD 83(1986)-  32 34 14.80526(N)    106 20 02.26302(W) AD(       ) 2
 CX0011  NAD 27      -  32 34 14.48850(N)    106 20 00.28410(W) AD(       ) 2
 CX0011  NGVD 29 (??/??/92) 1215.937  (m)         3989.29   (f) ADJ UNCH    1 2
 CX0011
 CX0011.Superseded values are not recommended for survey control.
 CX0011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0011.See file dsdata.txt to determine how the superseded data were derived.
 CX0011
 CX0011_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS7478204490(NAD 83)
 CX0011_MARKER: DS = TRIANGULATION STATION DISK
 CX0011_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CX0011_SP_SET: MONUMENT
 CX0011_STAMPING: 4 F 919 1947
 CX0011_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX0011
 CX0011  HISTORY     - Date     Condition        Report By
 CX0011  HISTORY     - 1947     MONUMENTED       AMS
 CX0011  HISTORY     - 1968     GOOD             NGS
 CX0011  HISTORY     - 1980     GOOD             NGS
 CX0011
 CX0011                          STATION DESCRIPTION
 CX0011
 CX0011'DESCRIBED BY US ARMY MAP SERVICE (NOW DMA) 1947 (RLE)
 CX0011'THE STATION IS LOCATED ABOUT 31 MILES SOUTHWEST OF ALAMOGORDO,
 CX0011'ON TOP OF A CUT BANK ALONG THE SOUTH RIGHT-OF-WAY OF U.S.
 CX0011'HIGHWAY 70.  IT IS 93 FEET SOUTH FROM THE CENTER OF THE
 CX0011'HIGHWAY, 67 FEET NORTHWEST OF THE NORTH POLE OF A DOUBLE
 CX0011'POWER LINE POLE (NUMBERED 32/4) AND 6.5 FEET NORTH OF THE FENCE
 CX0011'LINE.  THE MARK IS A STANDARD CORPS OF ENGINEERS - ARMY MAP
 CX0011'SERVICE DISK, STAMPED 4 F 919 1947, WHICH IS SET FLUSH IN
 CX0011'THE TOP OF A 6 BY 6 INCH PRE-CAST CONCRETE POST THAT PROJECTS
 CX0011'8 INCHES ABOVE THE SURFACE OF THE GROUND
 CX0011'
 CX0011'A TRAVERSE CONNECTION WAS MADE TO THE SANDS BASE LINE.
 CX0011'
 CX0011'TO REACH THE STATION FROM THE WHITE SANDS NATIONAL MONUMENT,
 CX0011'FOLLOW U.S. HIGHWAY 70, SOUTHWESTERLY, FOR 14.80 MILES TO
 CX0011'THE STATION ON THE LEFT AS DESCRIBED.
 CX0011
 CX0011                          STATION RECOVERY (1968)
 CX0011
 CX0011'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 CX0011'16.5 MI NE FROM WHITE SANDS MISSILE RANGE.
 CX0011'4.1 MILES NORTH ALONG THE MAIN ACCESS ROAD FROM WHITE SANDS MISSILE
 CX0011'RANGE HEADQUARTERS.  THENCE 12.7 MILES NORTHEAST ON U. S. HIGHWAY 70.
 CX0011'IT IS APPROXIMATELY 77 FEET SOUTHEAST OF THE CENTERLINE OF U. S.
 CX0011'HIGHWAY 70, 6.5 FEET NORTH OF A METAL WITNESS SIGN, 6 FEET NORTHWEST
 CX0011'OF A FENCE, SET IN THE TOP OF A 6 INCH SQUARE CONCRETE MONUMENT THAT
 CX0011'PROJECTS 8 INCHES ABOVE THE GROUND AND IS ABOUT 3 FEET HIGHER THAN THE
 CX0011'HIGHWAY.
 CX0011
 CX0011                          STATION RECOVERY (1980)
 CX0011
 CX0011'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 CX0011'STATION RECOVERED IN GOOD CONDITION.  IT WAS MOVED AT THIS TIME DUE
 CX0011'U.S. HIGHWAY 70 AND 82 BEING WIDENED.  STATION HAD NO REFERENCE
 CX0011'MARKS.
 CX0011'
 CX0011'STATION IS A STANDARD U.S. ARMY, CORPS OF ENGINEERS, ARMY MAP SERVICE
 CX0011'DISK, STAMPED---4F919 1947--- SET IN THE TOP OF A SQUARE CONCRETE
 CX0011'MONUMENT PROJECTING ABOUT 9 INCHES.
 CX0011'
 CX0011'4F 919 AMS 2 STATION IS A STANDARD DISK, STAMPED---4F 919 AMS 2
 CX0011'1980--- SET IN THE TOP OF A ROUND CONCRETE MONUMENT PROJECTING ABOUT
 CX0011'3 INCHES, 134 FEET SOUTH OF THE PRESENT CENTER OF THE HIGHWAY, 34
 CX0011'FEET SOUTH OF PRESENT HIGHWAY RIGHT-OF-WAY FENCE, 33 FEET NORTH OF
 CX0011'A TRACK ROAD, 18.8 FEET NORTHWEST OF THE NORTH 1 OF 2 POWER LINE
 CX0011'POLES NUMBER 32-4 AND METAL WITNESS SIGN ATTACHED, 9 FEET SOUTH OF
 CX0011'THE NEW HIGHWAY RIGHT-OF-WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1498 ***********************************************************************
 CX1498  DESIGNATION -  4 F 919 2
 CX1498  PID         -  CX1498
 CX1498  STATE/COUNTY-  NM/OTERO
 CX1498  USGS QUAD   -  LAKE LUCERO SE (1982)
 CX1498
 CX1498                         *CURRENT SURVEY CONTROL
 CX1498  ___________________________________________________________________
 CX1498* NAD 83(1992)-  32 34 14.81890(N)    106 20 01.68542(W)     ADJUSTED  
 CX1498* NAVD 88     -      1216.37   (+/-2cm)    3990.7    (feet)  VERTCON   
 CX1498  ___________________________________________________________________
 CX1498  LAPLACE CORR-          -0.05  (seconds)                    DEFLEC99
 CX1498  GEOID HEIGHT-         -23.49  (meters)                     GEOID03
 CX1498
 CX1498  HORZ ORDER  -  SECOND
 CX1498  VERT ORDER  -  THIRD ? (See Below)
 CX1498
 CX1498.The horizontal coordinates were established by classical geodetic methods
 CX1498.and adjusted by the National Geodetic Survey in December 1993..
 CX1498.No horizontal observational check was made to the station.
 CX1498
 CX1498.The NAVD 88 height was computed by applying the VERTCON shift value to
 CX1498.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CX1498.The vertical order pertains to the NGVD 29 superseded value.
 CX1498
 CX1498.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1498
 CX1498.The geoid height was determined by GEOID03.
 CX1498
 CX1498;                    North         East     Units Scale Factor Converg.
 CX1498;SPC NM C     -   174,158.960   492,131.566   MT  0.99990076   -0 02 42.4
 CX1498;SPC NM C     -   571,386.52  1,614,601.65   sFT  0.99990076   -0 02 42.4
 CX1498;UTM  13      - 3,604,490.161   374,797.240   MT  0.99979330   -0 43 05.3
 CX1498
 CX1498!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1498!SPC NM C     -   0.99981274  x   0.99990076  =   0.99971352
 CX1498!UTM  13      -   0.99981274  x   0.99979330  =   0.99960608
 CX1498
 CX1498:                Primary Azimuth Mark                     Grid Az
 CX1498:SPC NM C     -  ADD 2                                    033 43 08.5
 CX1498:UTM  13      -  ADD 2                                    034 23 31.4
 CX1498
 CX1498|---------------------------------------------------------------------|
 CX1498| PID    Reference Object                     Distance      Geod. Az  |
 CX1498|                                                           dddmmss.s |
 CX1498| CX1499 ADD 2                               APPROX. 1.0 KM 0334026.1 |
 CX1498| CX0011 4 F 919                              15.078 METERS 26738     |
 CX1498|---------------------------------------------------------------------|
 CX1498
 CX1498                          SUPERSEDED SURVEY CONTROL
 CX1498
 CX1498  NAD 83(1986)-  32 34 14.82544(N)    106 20 01.68536(W) AD(       ) 2
 CX1498  NAD 27      -  32 34 14.50862(N)    106 19 59.70659(W) AD(       ) 2
 CX1498  NGVD 29 (07/19/86) 1215.79   (m)         3988.8    (f) LEVELING    3  
 CX1498
 CX1498.Superseded values are not recommended for survey control.
 CX1498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1498.See file dsdata.txt to determine how the superseded data were derived.
 CX1498
 CX1498_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS7479704490(NAD 83)
 CX1498_MARKER: DS = TRIANGULATION STATION DISK
 CX1498_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX1498_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CX1498_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CX1498_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX1498+STABILITY: SURFACE MOTION
 CX1498
 CX1498  HISTORY     - Date     Condition        Report By
 CX1498  HISTORY     - 1980     MONUMENTED       CGS
 CX1498
 CX1498                          STATION DESCRIPTION
 CX1498
 CX1498'DESCRIBED BY COAST AND GEODETIC SURVEY 1980 (CLN)
 CX1498'STATION IS LOCATED ABOUT 31 MILES SOUTHWEST OF ALAMOGORDO, ALONG
 CX1498'THE SOUTH SIDE OF U.S. HIGHWAY 70 AND 82, ON FEDERAL LAND.
 CX1498'
 CX1498'STATION IS REACHED FROM THE JUNCTION OF U.S. HIGHWAYS 54, 70 AND
 CX1498'82 AT SOUTH EDGE OF ALAMOGORDO.  GO SOUTH AND SOUTHWESTERLY ON
 CX1498'HIGHWAY 70 AND 82 FOR 13.6 MILES TO THE WHITE SANDS NATIONAL MONUMENT
 CX1498'ON THE RIGHT, CONTINUE AHEAD ON THE HIGHWAY FOR 16.7 MILES TO A
 CX1498'METAL GATE, NUMBER 22 ON LEFT, CONTINUE AHEAD ON THE HIGHWAY FOR 0.7
 CX1498'MILE TO STATION ON THE LEFT.
 CX1498'
 CX1498'STATION IS A STANDARD DISK, STAMPED---4F 919 AMS 2 1980--- SET IN
 CX1498'THE TOP OF A ROUND CONCRETE MONUMENT PROJECTING ABOUT 3 INCHES, 134
 CX1498'FEET SOUTH OF PRESENT CENTER OF U.S. HIGHWAY 70 AND 82, 34 FEET SOUTH
 CX1498'OF THE PRESENT HIGHWAY RIGHT-OF-WAY FENCE, 33 FEET NORTH OF A TRACK
 CX1498'ROAD, 18.8 FEET NORTHWEST OF THE NORTH 1 OF 2 POWER LINE POLES
 CX1498'NUMBER 32-4 AND METAL WITNESS SIGN ATTACHED, 9 FEET SOUTH OF NEW
 CX1498'PROPOSED HIGHWAY RIGHT-OF-WAY FENCE.
 CX1498'
 CX1498'4F 919 AMS STATION IS A STANDARD U.S. ARMY, CORPS OF ENGINEERS, ARMY
 CX1498'MAP SERVICE DISK, STAMPED---4F 919 AMS 1947--- SET IN THE TOP OF
 CX1498'A SQUARE CONCRETE MONUMENT PROJECTING ABOUT 9 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS1208 ***********************************************************************
 DS1208  DESIGNATION -  4 F 925
 DS1208  PID         -  DS1208
 DS1208  STATE/COUNTY-  NM/OTERO
 DS1208  USGS QUAD   -  CAPITOL PEAK SE (1981)
 DS1208
 DS1208                         *CURRENT SURVEY CONTROL
 DS1208  ___________________________________________________________________
 DS1208* NAD 83(1992)-  33 19 57.71072(N)    106 18 53.27677(W)     ADJUSTED  
 DS1208* NAVD 88     -      1280.4    (meters)    4201.     (feet)  VERTCON   
 DS1208  ___________________________________________________________________
 DS1208  LAPLACE CORR-           1.07  (seconds)                    DEFLEC99
 DS1208  GEOID HEIGHT-         -22.58  (meters)                     GEOID03
 DS1208
 DS1208  HORZ ORDER  -  FIRST
 DS1208
 DS1208.The horizontal coordinates were established by classical geodetic methods
 DS1208.and adjusted by the National Geodetic Survey in December 1993..
 DS1208
 DS1208.The NAVD 88 height was computed by applying the VERTCON shift value to
 DS1208.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DS1208
 DS1208.The Laplace correction was computed from DEFLEC99 derived deflections.
 DS1208
 DS1208.The geoid height was determined by GEOID03.
 DS1208
 DS1208;                    North         East     Units Scale Factor Converg.
 DS1208;SPC NM C     -   258,648.340   493,967.748   MT  0.99990045   -0 02 08.2
 DS1208;SPC NM C     -   848,582.10  1,620,625.85   sFT  0.99990045   -0 02 08.2
 DS1208;SPC NM W     -   259,680.365   971,371.731   MT  1.00016300   +0 50 04.5
 DS1208;SPC NM W     -   851,968.00  3,186,908.75   sFT  1.00016300   +0 50 04.5
 DS1208;UTM  13      - 3,688,942.367   377,635.695   MT  0.99978460   -0 43 21.3
 DS1208
 DS1208!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS1208!SPC NM C     -   0.99980256  x   0.99990045  =   0.99970303
 DS1208!SPC NM W     -   0.99980256  x   1.00016300  =   0.99996553
 DS1208!UTM  13      -   0.99980256  x   0.99978460  =   0.99958720
 DS1208
 DS1208|---------------------------------------------------------------------|
 DS1208| PID    Reference Object                     Distance      Geod. Az  |
 DS1208|                                                           dddmmss.s |
 DS1208| CD1464 4 F 925 RM 1                          4.179 METERS 16649     |
 DS1208| CD1463 4 F 925 AZ MK RESET                                1860252.3 |
 DS1208| CD1465 4 F 925 RM 2                          4.154 METERS 29937     |
 DS1208|---------------------------------------------------------------------|
 DS1208
 DS1208                          SUPERSEDED SURVEY CONTROL
 DS1208
 DS1208  NAD 83(1986)-  33 19 57.71767(N)    106 18 53.27913(W) AD(       ) 1
 DS1208  NAD 27      -  33 19 57.44430(N)    106 18 51.27340(W) AD(       ) 1
 DS1208  NGVD 29 (07/19/86) 1279.8    (m)         4199.     (f) VERT ANG       
 DS1208
 DS1208.Superseded values are not recommended for survey control.
 DS1208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS1208.See file dsdata.txt to determine how the superseded data were derived.
 DS1208
 DS1208_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS7763688942(NAD 83)
 DS1208_MARKER: DD = SURVEY DISK
 DS1208_SETTING: 66 = SET IN ROCK OUTCROP
 DS1208
 DS1208  HISTORY     - Date     Condition        Report By
 DS1208  HISTORY     - 1952     MONUMENTED       AMS
 DS1208  HISTORY     - 1967     GOOD             CGS
 DS1208
 DS1208                          STATION DESCRIPTION
 DS1208
 DS1208'DESCRIBED BY US ARMY MAP SERVICE (NOW DMA) 1952 (RLE)
 DS1208'THE STATION IS LOCATED ABOUT 20 MI. NW OF TULAROSA, ABOUT 10
 DS1208'MI. W OF THREE RIVERS IN THE SW PORTION OF THE LAVA BEDS AND
 DS1208'IT IS 14 FT. NE OF A CAIRN.  THE STATION MARK IS AN AMS CONTROL
 DS1208'DISK CEMENTED IN A DRILL HOLE IN A LAVA BED ROCK.  IT IS STAMPED
 DS1208'4F 925 1947.
 DS1208'
 DS1208'REFERENCE MARK 1 IS 6 FT. E OF THE CAIRN, IT IS THE SAME
 DS1208'ELEVATION AS THE STATION AND IT IS STAMPED 4F 925 AMS NO 1 1952.
 DS1208'
 DS1208'REFERENCE MARK 2 IS 22 FT. NW OF THE CAIRN.  IT IS 1 FT. LOWER
 DS1208'THAN THE STATION AND IT IS STAMPED 4F 925 AMS NO 2 1952.
 DS1208'
 DS1208'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 25.03 FT.
 DS1208'
 DS1208'THE AZIMUTH MARK IS 16 FT. W OF THE CENTER OF A TRACK ROAD AND
 DS1208'9 FT. NW OF A 1 IN X 4 IN WITNESS POST.  IT IS SET FLUSH AND
 DS1208'STAMPED 4F 925 AMS 1952 RESET 1952.
 DS1208'
 DS1208'TO REACH THE STATION FROM THE POSTOFFICE IN TULAROSA GO S ON
 DS1208'U.S. HWY 54 FOR 0.05 MI. TO A CROSSROAD, TURN RIGHT AND FOLLOW
 DS1208'THE MAIN ROAD NW FOR 1.25 MI. TO THE TULAROSA RAILROAD DEPOT
 DS1208'ON THE RIGHT, CONTINUE ON MAIN TRAVELED ROAD FOR 5.9 MI. TO
 DS1208'A GUARD HOUSE ON THE RIGHT, PASS BY GUARD HOUSE AND CONTINUE
 DS1208'STRAIGHT AHEAD FOR 0.9 MI. TO CROSSROAD, TURN RIGHT AND GO N
 DS1208'FOR 4.0 MI. TO A GATE, PASS THRU GATE AND CONTINUE ON MAIN
 DS1208'TRAVELED ROAD FOR 11.8 MI. TO END OF GRADED ROAD AND A POLE
 DS1208'IN THE MIDDLE OF ROAD PAINTED RED AND WHITE.  TURN RIGHT AND
 DS1208'FOLLOW TRACK ROAD FOR 2.0 MI. TO A GATE AND A POND ON LEFT,
 DS1208'PASS THRU GATE AND CONTINUE NW ON TRACK ROAD FOR 3.4 MI. TO
 DS1208'THE AZ. MARK ON THE LEFT AS DESCRIBED.  CONTINUE N ON
 DS1208'TRACK ROAD FOR 0.3 MI., THEN TURN RIGHT AND LEAVE TRACK
 DS1208'ROAD AND GO E FOR 0.1 MI. TO EDGE OF LAVA BEDS AND THE
 DS1208'STATION ABOUT 30 YDS.  STRAIGHT AHEAD AS DESCRIBED.
 DS1208
 DS1208                          STATION RECOVERY (1967)
 DS1208
 DS1208'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (JCC)
 DS1208'ALL MARKS WERE RECOVERED IN GOOD CONDITION AND THE 1952
 DS1208'DESCRIPTION IS ADEQUATE.  DISTANCES AND DIRECTIONS TO THE
 DS1208'REFERENCE MARKS AND AZIMUTH MARK WERE NOT TAKEN.  THE STATION
 DS1208'WAS USED AS A GEODIMETER TRAVERSE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0385 ***********************************************************************
 DS0385  DESIGNATION -  4 F 925 AZ MK RESET
 DS0385  PID         -  DS0385
 DS0385  STATE/COUNTY-  NM/OTERO
 DS0385  USGS QUAD   -  CAPITOL PEAK SE (1981)
 DS0385
 DS0385                         *CURRENT SURVEY CONTROL
 DS0385  ___________________________________________________________________
 DS0385* NAD 83(1986)-  33 19 42.     (N)    106 18 53.     (W)     SCALED    
 DS0385* NAVD 88     -      1271.416  (meters)    4171.30   (feet)  ADJUSTED  
 DS0385  ___________________________________________________________________
 DS0385  GEOID HEIGHT-         -22.59  (meters)                     GEOID03
 DS0385  DYNAMIC HT  -        1269.588 (meters)    4165.31  (feet)  COMP
 DS0385  MODELED GRAV-     979,156.7   (mgal)                       NAVD 88
 DS0385
 DS0385  VERT ORDER  -  SECOND    CLASS 0
 DS0385
 DS0385.The horizontal coordinates were scaled from a topographic map and have
 DS0385.an estimated accuracy of +/- 6 seconds.
 DS0385
 DS0385.The orthometric height was determined by differential leveling
 DS0385.and adjusted by the National Geodetic Survey in June 1991..
 DS0385
 DS0385.The geoid height was determined by GEOID03.
 DS0385
 DS0385.The dynamic height is computed by dividing the NAVD 88
 DS0385.geopotential number by the normal gravity value computed on the
 DS0385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0385.degrees latitude (g = 980.6199 gals.).
 DS0385
 DS0385.The modeled gravity was interpolated from observed gravity values.
 DS0385
 DS0385;                    North         East    Units  Estimated Accuracy
 DS0385;SPC NM C     -   258,160.      493,980.      MT  (+/- 180 meters Scaled)
 DS0385
 DS0385                          SUPERSEDED SURVEY CONTROL
 DS0385
 DS0385  NGVD 29 (??/??/92) 1270.782  (m)         4169.22   (f) ADJ UNCH    2 0
 DS0385
 DS0385.Superseded values are not recommended for survey control.
 DS0385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0385.See file dsdata.txt to determine how the superseded data were derived.
 DS0385
 DS0385_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS776884(NAD 83)
 DS0385_MARKER: DZ = AZIMUTH MARK DISK
 DS0385_SETTING: 66 = SET IN ROCK OUTCROP
 DS0385_SP_SET: OUTCROP
 DS0385_STAMPING: AMS 4 F 925 RESET 1952
 DS0385_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DS0385+STABILITY: POSITION/ELEVATION WELL
 DS0385
 DS0385  HISTORY     - Date     Condition        Report By
 DS0385  HISTORY     - 1952     MONUMENTED       AMS
 DS0385
 DS0385                          STATION DESCRIPTION
 DS0385
 DS0385'DESCRIBED BY US ARMY MAP SERVICE (NOW DMA) 1952
 DS0385'58.4 MI S FROM CARRIZOZO.
 DS0385'14.8 MILES SOUTH ALONG U.S. HIGHWAY 54 FROM THE POST OFFICE AT
 DS0385'CARRIZOZO, THENCE 23.1 MILES WEST ALONG THE MOCKING BIRD GAP ROAD,
 DS0385'THENCE 0.9 MILE SOUTH ALONG A DIRT ROAD, THENCE 8.7 MILES SOUTHEAST
 DS0385'ALONG A TRACK ROAD, THENCE 2.45 MILES NORTHEAST ALONG A TRACK ROAD,
 DS0385'THENCE 8.45 MILES SOUTHEAST ALONG A TRACK ROAD, 18 FEET SOUTHWEST OF
 DS0385'THE CENTER LINE OF THE ROAD, AT THE SOUTHWEST EDGE OF THE MALPAIS, 4.5
 DS0385'FEET EAST OF A WITNESS POST, SET IN THE TOP OF A LARGE LAVA OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS1132 ***********************************************************************
 DS1132  DESIGNATION -  4 F 929
 DS1132  PID         -  DS1132
 DS1132  STATE/COUNTY-  NM/SOCORRO
 DS1132  USGS QUAD   -  OSCURA PEAK (1982)
 DS1132
 DS1132                         *CURRENT SURVEY CONTROL
 DS1132  ___________________________________________________________________
 DS1132* NAD 83(1992)-  33 44 31.53223(N)    106 18 06.36462(W)     ADJUSTED  
 DS1132* NAVD 88     -      2235.86   (+/-2cm)    7335.5    (feet)  VERTCON   
 DS1132  ___________________________________________________________________
 DS1132  LAPLACE CORR-           1.62  (seconds)                    DEFLEC99
 DS1132  GEOID HEIGHT-         -21.18  (meters)                     GEOID03
 DS1132
 DS1132  HORZ ORDER  -  FIRST
 DS1132  VERT ORDER  -  THIRD ? (See Below)
 DS1132
 DS1132.The horizontal coordinates were established by classical geodetic methods
 DS1132.and adjusted by the National Geodetic Survey in December 1993..
 DS1132
 DS1132.The NAVD 88 height was computed by applying the VERTCON shift value to
 DS1132.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DS1132.The vertical order pertains to the NGVD 29 superseded value.
 DS1132
 DS1132.The Laplace correction was computed from DEFLEC99 derived deflections.
 DS1132
 DS1132.The geoid height was determined by GEOID03.
 DS1132
 DS1132;                    North         East     Units Scale Factor Converg.
 DS1132;SPC NM C     -   304,050.775   495,203.503   MT  0.99990028   -0 01 43.5
 DS1132;SPC NM C     -   997,539.92  1,624,680.16   sFT  0.99990028   -0 01 43.5
 DS1132;UTM  13      - 3,734,321.231   379,418.453   MT  0.99977925   -0 43 23.4
 DS1132
 DS1132!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS1132!SPC NM C     -   0.99965244  x   0.99990028  =   0.99955276
 DS1132!UTM  13      -   0.99965244  x   0.99977925  =   0.99943177
 DS1132
 DS1132|---------------------------------------------------------------------|
 DS1132| PID    Reference Object                     Distance      Geod. Az  |
 DS1132|                                                           dddmmss.s |
 DS1132| CD1466 4 F 929 RM 1                          5.904 METERS 18059     |
 DS1132| DS0175 4 F 929 AZ MK                                      2782234.0 |
 DS1132| CD1467 4 F 929 RM 2                          5.197 METERS 30607     |
 DS1132|---------------------------------------------------------------------|
 DS1132
 DS1132                          SUPERSEDED SURVEY CONTROL
 DS1132
 DS1132  NAD 83(1986)-  33 44 31.53925(N)    106 18 06.36704(W) AD(       ) 1
 DS1132  NAD 27      -  33 44 31.27350(N)    106 18 04.36230(W) AD(       ) 1
 DS1132  NGVD 29 (07/19/86) 2235.01   (m)         7332.7    (f) LEVELING    3  
 DS1132
 DS1132.Superseded values are not recommended for survey control.
 DS1132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS1132.See file dsdata.txt to determine how the superseded data were derived.
 DS1132
 DS1132_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT7941834321(NAD 83)
 DS1132_MARKER: DD = SURVEY DISK
 DS1132_SETTING: 80 = SET IN A BOULDER
 DS1132_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 DS1132
 DS1132  HISTORY     - Date     Condition        Report By
 DS1132  HISTORY     - 1952     MONUMENTED       AMS
 DS1132  HISTORY     - 1966     SEE DESCRIPTION  CGS
 DS1132  HISTORY     - 1968     GOOD             CGS
 DS1132
 DS1132                          STATION DESCRIPTION
 DS1132
 DS1132'DESCRIBED BY US ARMY MAP SERVICE (NOW DMA) 1952 (RLE)
 DS1132'THE STATION IS LOCATED ABOUT 25 MILES WEST SOUTHWEST OF
 DS1132'CARRIZOZO, ABOUT 10 MILES SOUTHEAST OF BINGHAM NEAR THE
 DS1132'NORTH END OF THE OSCURA MOUNTAIN RANGE, 28 FEET SOUTH OF A
 DS1132'TREE WITH A TRIANGLE BLAZE AND 17 FEET EAST OF A POINT WHERE
 DS1132'THE CLIFF DROPS OFF TO THE WEST.  *THE STATION MARK IS A CORPS.
 DS1132'OF ENGINEERS ARMY MAP SERVICE, SURVEY CONTROL DISK SET IN A
 DS1132'DRILL HOLE IN A BOULDER.  IT IS ON THE HIGHEST PART OF THE
 DS1132'HILL AND IT IS STAMPED 4F 929 1947.
 DS1132'
 DS1132'REFERENCE MARK NO. 1 IS 1.5 FEET WEST OF A CAIRN, THE SAME
 DS1132'ELEVATION AS THE STATION AND IT IS STAMPED 4F 929 AMS NO 1 1952.
 DS1132'
 DS1132'REFERENCE MARK NO. 2 IS ON THE WEST EDGE OF THE CLIFF 1
 DS1132'FOOT SOUTH OF A CAIRN.  IT IS THE SAME ELEVATION AS THE STATION
 DS1132'AND IT IS STAMPED 4F 929 AMS NO 2 1952.
 DS1132'
 DS1132'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 32.38 FEET.
 DS1132'
 DS1132'THE AZIMUTH MARK IS 110 FEET WEST OF THE CENTER OF A GATE,
 DS1132'67 FEET WEST OF A T ROAD INTERSECTION AND 62 FEET NORTH OF THE
 DS1132'NORTHEAST CORNER OF AN OLD STONE BUILDING.  IT PROJECTS 5
 DS1132'INCHES AND IS STAMPED 4F 929 AMS 1952.
 DS1132'
 DS1132'TO REACH THE STATION FROM THE POST OFFICE IN CARRIZOZO GO NORTH
 DS1132'ON U.S. HIGHWAY 54 FOR 0.4 MILE TO THE JUNCTION WITH U.S.
 DS1132'HIGHWAY 380, TURN LEFT AND FOLLOW U.S. HIGHWAY 380 WESTERLY FOR
 DS1132'27 MILES TO A SIDE ROAD ON THE LEFT AND A SIGN SCEL STA. NO
 DS1132'3 ON THE RIGHT.  TURN LEFT OVER CATTLE GUARD AND FOLLOW GRAVELED
 DS1132'ROAD FOR 0.3 MILE TO A FORK AND SMALL RED ARROW SIGN ATOM.
 DS1132'TAKE RIGHT FORK AND FOLLOW MAIN ROAD FOR 1.3 MILE TO A T
 DS1132'ROAD LEFT CONTINUE STRAIGHT AHEAD FOR 1.3 MILES TO A FORK AND
 DS1132'SIGN SCEL STA. 3.  CONTINUE ON LEFT FORK AND FOLLOW MAIN
 DS1132'ROAD FOR 5.0 MILES TO A GATE, A T ROAD JUNCTION AND THE
 DS1132'AZIMUTH MARK AS DESCRIBED.  TURN LEFT AND GO SOUTH ALONG
 DS1132'WEST SIDE OF A FENCE FOR 0.2 MILE TO A GATE PASS THROUGH
 DS1132'GATE AND CONTINUE ON MAIN ROAD FOR 0.5 MILE TO A DIM TRACK
 DS1132'ROAD LEFT, TURN LEFT AND FOLLOW DIM TRACK ROAD NORTH FOR
 DS1132'0.35 MILE TO AN OPEN AREA, CROSS OPEN AREA THEN BEAR
 DS1132'LEFT FOR 0.1 MILE TO THE END OF TRUCK TRAVEL.  FROM HERE
 DS1132'PACK NORTHEAST, FOLLOWING WELL BLAZED TRAIL TO THE TOP OF
 DS1132'THE HILL AND THE STATION AS DESCRIBED.  A 30 MINUTE PACK.
 DS1132
 DS1132                          STATION RECOVERY (1966)
 DS1132
 DS1132'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JWC)
 DS1132'THE STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION.
 DS1132'THE 1952 ROUTE TO THE STATION IS INADEQUATE.
 DS1132'
 DS1132'A COMPLETE NEW DESCRIPTION FOLLOWS--
 DS1132'
 DS1132'THE STATION IS ABOUT 28 MILES NORTHWEST OF OSCURO, 27 MILES
 DS1132'WEST-NORTHWEST OF CARRIZOZO, 10-1/2 MILES SOUTH OF BINGHAM,
 DS1132'5-3/4 MILES NORTH OF THE SOCORRO-LINCOLN COUNTY LINE AND
 DS1132'NEAR THE NORTHEAST END OF THE OSCURO MOUNTAIN RANGE.
 DS1132'
 DS1132'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 54
 DS1132'AND 70 AT THE NORTH EDGE OF TULAROSA, GO NORTH ON U.S. HIGHWAY
 DS1132'54 FOR 16.75 MILES TO THREE RIVERS.  CONTINUE NORTH FOR 11.0
 DS1132'MILES TO A SIDE ROAD LEFT AT OSCURO.  TURN LEFT AND GO WESTERLY
 DS1132'ON A GRAVELED ROAD FOR 5.95 MILES TO A LOCKED GATE (FOR
 DS1132'COMBINATION OF THE LOCKED GATE, SEE HEADQUARTERS).  PASS
 DS1132'THROUGH THE GATE AND CONTINUE WESTERLY FOR 0.7 MILE TO A SIDE
 DS1132'ROAD ON THE RIGHT AT A GUARD SHACK.  CONTINUE WESTERLY FOR
 DS1132'0.6 MILE TO A SIDE ROAD ON THE RIGHT.  TURN RIGHT AND GO
 DS1132'NORTHERLY ON A GRAVELED ROAD FOR 13.8 MILES TO A FORK AT THE
 DS1132'SUMMIT OF A LOW RIDGE.  TAKE THE LEFT FORK AND GO NORTHWEST
 DS1132'FOR 4.2 MILES TO A SMALL STOCK POND ON THE LEFT.  CONTINUE
 DS1132'NORTHWEST FOR 0.55 MILE TO A CURVE IN THE ROAD AND AN OLD
 DS1132'GATE IN THE FENCE LINE ON THE RIGHT.  (TO REACH THE
 DS1132'AZIMUTH MARK FROM THIS POINT, CONTINUE NORTHWEST FOR 2.35 MILES
 DS1132'TO A REVERSE FORK AND THE AZIMUTH MARK ON THE LEFT.)
 DS1132'TURN RIGHT, PASS THROUGH THE GATE AND FOLLOW A TRACK ROAD
 DS1132'NORTHEASTERLY UP A DRAW FOR 0.45 MILE TO A DIM FORK.  TAKE
 DS1132'THE RIGHT FORK AND CONTINUE NORTHEASTERLY ON THE TRACK
 DS1132'ROAD FOR 0.05 MILE TO THE END OF TRUCK TRAVEL.  FROM THIS POINT
 DS1132'PACK EASTERLY UP A NARROW WASH FOR ABOUT 5 MINUTES.  BEAR
 DS1132'RIGHT AND PACK SOUTH AND SOUTHEAST FOR 10 MINUTES TO
 DS1132'THE HIGHEST POINT OF THE HILL WHICH IS THE HIGHEST POINT
 DS1132'IN THE IMMEDIATE VICINITY AND THE STATION.
 DS1132'
 DS1132'THE STATION MARK IS A BRONZE DISK OF THE U.S. ARMY CORPS OF
 DS1132'ENGINEERS MAP SERVICE STAMPED 4 F 929 1947, CEMENTED IN A
 DS1132'DRILL HOLE IN A 2 X 3 FOOT BOULDER THAT PROJECTS 9 INCHES
 DS1132'ABOVE THE SURFACE OF THE GROUND.  IT IS 21 FEET NORTHEAST
 DS1132'OF A 2 FOOT HIGH CAIRN AND 18 FEET SOUTH OF THE NORTH EDGE OF
 DS1132'THE CLIFF.
 DS1132'
 DS1132'REFERENCE MARK 1 IS A STANDARD DISK STAMPED 4 F 929 AMS NO
 DS1132'1 1952, CEMENTED IN A DRILL HOLE IN A 2 X 4 FOOT BOULDER THAT
 DS1132'PROJECTS 8 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 2 FEET
 DS1132'NORTH OF THE CAIRN AND ABOUT THE SAME ELEVATION AS THE STATION
 DS1132'MARK.
 DS1132'
 DS1132'REFERENCE MARK 2 IS A STANDARD DISK STAMPED 4 F 929 AMS NO
 DS1132'2 1952, CEMENTED IN A DRILL HOLE IN A 3 X 4 FOOT BOULDER THAT
 DS1132'PROJECTS 2 FEET ABOVE THE SURFACE OF THE GROUND.  IT IS 34
 DS1132'FEET NORTH-NORTHEAST OF THE CAIRN AND ON THE NORTH EDGE OF THE
 DS1132'CLIFF.  IT IS ABOUT 1 FOOT HIGHER THAN THE STATION MARK.
 DS1132'
 DS1132'THE AZIMUTH MARK IS A STANDARD DISK STAMPED 4 F 929 AMS 1952,
 DS1132'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT PROJECTS
 DS1132'10 INCHES.  IT IS 55 FEET WEST OF THE CENTERLINE OF A GRAVELED
 DS1132'ROAD AND 1.7 FEET SOUTHWEST OF A WITNESS POST.
 DS1132'
 DS1132'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--10-1/2 MILES
 DS1132'SOUTH OF BINGHAM
 DS1132
 DS1132                          STATION RECOVERY (1968)
 DS1132
 DS1132'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JBJ)
 DS1132'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH
 DS1132'MARK WERE RECOVERED IN GOOD CONDITION.  THE 1966 DESCRIPTION
 DS1132'IS INADEQUATE.  AN ERROR WAS NOTED IN THE ROUTING TO THE
 DS1132'STATION AND THE MEASUREMENTS TO, AND BETWEEN, REFERENCE MARKS
 DS1132'1 AND 2.  THE FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 DS1132'
 DS1132'THE STATION IS ABOUT 28 MILES NORTHWEST OF OSCURO, 27 MILES
 DS1132'WEST-NORTHWEST OF CARRIZOZO, 10-1/2 MILES SOUTH OF BINGHAM,
 DS1132'5-3/4 MILES NORTH OF THE SOCORRO-LINCOLN COUNTY LINE AND NEAR
 DS1132'THE NORTHEAST END OF THE OSCURO MOUNTAIN RANGE.
 DS1132'
 DS1132'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 54
 DS1132'AND 70 AT THE NORTH EDGE OF TULAROSA, GO NORTH ON U.S. HIGHWAY
 DS1132'54 FOR 16.8 MILES TO THREE RIVERS.  CONTINUE NORTH FOR 11.0
 DS1132'MILES TO A SIDE ROAD LEFT AT OSCURO.  TURN LEFT AND GO WESTERLY
 DS1132'ON A GRAVELED ROAD FOR 6.0 MILES TO A LOCKED GATE.  PASS
 DS1132'THROUGH THE GATE AND CONTINUE WESTERLY FOR 0.7 MILE TO A SIDE
 DS1132'ROAD ON THE RIGHT AT A GUARD SHACK.  CONTINUE WESTERLY FOR
 DS1132'0.6 MILE TO A SIDE ROAD ON THE RIGHT.  TURN RIGHT AND GO
 DS1132'NORTHERLY ON A GRAVELED ROAD FOR 13.8 MILES TO A FORK AT
 DS1132'THE SUMMIT OF A LOW RIDGE.  TAKE THE LEFT FORK AND GO
 DS1132'NORTHWEST FOR 4.2 MILES TO A SMALL STOCK POND ON THE LEFT.
 DS1132'CONTINUE NORTHWEST FOR 0.6 MILE TO A CURVE IN THE ROAD
 DS1132'AND AN OLD GATE IN THE FENCE LINE ON THE RIGHT.  (TO
 DS1132'REACH THE AZIMUTH MARK FROM THIS POINT, CONTINUE NORTHWEST
 DS1132'FOR 1.4 MILES TO A REVERSE FORK AND THE AZIMUTH MARK ON
 DS1132'THE LEFT.) TURN RIGHT, PASS THROUGH THE GATE AND
 DS1132'FOLLOW A TRACK ROAD NORTHEASTERLY UP A DRAW FOR 0.5 MILE TO THE
 DS1132'END OF TRUCK TRAVEL.  FROM THIS POINT PACK EASTERLY UP
 DS1132'A NARROW WASH FOR ABOUT 5 MINUTES.  BEAR RIGHT AND PACK SOUTH
 DS1132'AND SOUTHEAST FOR 10 MINUTES TO THE HIGHEST POINT OF THE
 DS1132'HILL WHICH IS THE HIGHEST POINT IN THE IMMEDIATE
 DS1132'VICINITY AND THE STATION.
 DS1132'
 DS1132'THE STATION MARK IS A BRONZE DISK OF THE U.S. ARMY CORPS OF
 DS1132'ENGINEERS MAP SERVICE STAMPED 4 F 929 1947, CEMENTED IN A DRILL
 DS1132'HOLE IN A 2 X 3 FOOT BOULDER THAT PROJECTS 9 INCHES ABOVE
 DS1132'THE SURFACE OF THE GROUND.
 DS1132'
 DS1132'REFERENCE MARK 1 IS A STANDARD DISK STAMPED 4 F 929 AMS NO
 DS1132'1 1952, CEMENTED IN A DRILL HOLE IN A 2 X 4 FOOT BOULDER THAT
 DS1132'PROJECTS 8 INCHES ABOVE THE SURFACE OF THE GROUND AND ABOUT
 DS1132'THE SAME ELEVATION AS THE STATION MARK.
 DS1132'
 DS1132'REFERENCE MARK 2 IS A STANDARD DISK STAMPED 4 F 929 AMS NO 2
 DS1132'1952, CEMENTED IN A DRILL HOLE IN A 3 X 4 FOOT BOULDER THAT
 DS1132'PROJECTS 2 FEET ABOVE THE SURFACE OF THE GROUND.  IT IS ON THE
 DS1132'NORTH EDGE OF THE CLIFF AND ABOUT 1 FOOT HIGHER THAN THE STATION
 DS1132'MARK.
 DS1132'
 DS1132'THE AZIMUTH MARK IS A STANDARD DISK STAMPED 4 F 929 AMS 1952,
 DS1132'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT PROJECTS
 DS1132'6 INCHES.  IT IS 55 FEET WEST OF THE CENTERLINE OF A GRAVELED
 DS1132'ROAD AND 1.7 FEET SOUTHWEST OF A WITNESS POST.
 DS1132'
 DS1132'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--10-1/2 MILES
 DS1132'SOUTH OF BINGHAM
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0175 ***********************************************************************
 DS0175  DESIGNATION -  4 F 929 AZ MK
 DS0175  PID         -  DS0175
 DS0175  STATE/COUNTY-  NM/SOCORRO
 DS0175  USGS QUAD   -  OSCURA PEAK (1982)
 DS0175
 DS0175                         *CURRENT SURVEY CONTROL
 DS0175  ___________________________________________________________________
 DS0175* NAD 83(1986)-  33 44 39.     (N)    106 19 06.     (W)     SCALED    
 DS0175* NAVD 88     -      2180.593  (meters)    7154.16   (feet)  ADJUSTED  
 DS0175  ___________________________________________________________________
 DS0175  GEOID HEIGHT-         -21.21  (meters)                     GEOID03
 DS0175  DYNAMIC HT  -        2177.234 (meters)    7143.14  (feet)  COMP
 DS0175  MODELED GRAV-     979,016.9   (mgal)                       NAVD 88
 DS0175
 DS0175  VERT ORDER  -  SECOND    CLASS 0
 DS0175
 DS0175.The horizontal coordinates were scaled from a topographic map and have
 DS0175.an estimated accuracy of +/- 6 seconds.
 DS0175
 DS0175.The orthometric height was determined by differential leveling
 DS0175.and adjusted by the National Geodetic Survey in June 1991..
 DS0175
 DS0175.The geoid height was determined by GEOID03.
 DS0175
 DS0175.The dynamic height is computed by dividing the NAVD 88
 DS0175.geopotential number by the normal gravity value computed on the
 DS0175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0175.degrees latitude (g = 980.6199 gals.).
 DS0175
 DS0175.The modeled gravity was interpolated from observed gravity values.
 DS0175
 DS0175;                    North         East    Units  Estimated Accuracy
 DS0175;SPC NM C     -   304,280.      493,670.      MT  (+/- 180 meters Scaled)
 DS0175
 DS0175                          SUPERSEDED SURVEY CONTROL
 DS0175
 DS0175  NGVD 29 (??/??/92) 2179.741  (m)         7151.37   (f) ADJ UNCH    2 0
 DS0175
 DS0175.Superseded values are not recommended for survey control.
 DS0175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0175.See file dsdata.txt to determine how the superseded data were derived.
 DS0175
 DS0175_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT778345(NAD 83)
 DS0175_MARKER: DZ = AZIMUTH MARK DISK
 DS0175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0175_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0175_STAMPING: 4 F 929 1962 AMS
 DS0175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0175+STABILITY: SURFACE MOTION
 DS0175
 DS0175  HISTORY     - Date     Condition        Report By
 DS0175  HISTORY     - 1952     MONUMENTED       CGS
 DS0175  HISTORY     - 1969     GOOD             NGS
 DS0175
 DS0175                          STATION DESCRIPTION
 DS0175
 DS0175'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 DS0175'28.3 MI NW FROM OSCURO.
 DS0175'ABOUT 7.75 MILES NORTHWEST ALONG WHITE SANDS MISSILE RANGE ROUTE 12
 DS0175'FROM THE STORE AT OSCURO, THENCE 20.55 MILES NORTHWEST ALONG WHITE
 DS0175'SANDS MISSILE RANGE ROUTE 9, IN SECTION 3, T 7 S, R 6 E, 60 FEET WEST
 DS0175'OF THE CENTER OF THE INTERSECTION OF THE ROUTE AND ROAD NUMBER 332, 56
 DS0175'FEET SOUTHWEST OF THE CENTER LINE OF ROAD NUMBER 332, 105 1/2 FEET
 DS0175'SOUTHWEST AND ACROSS THE ROAD FROM A TELEPHONE POLE WHICH BEARS A
 DS0175'TELEPHONE, 1.7 FEET SOUTHWEST OF A METAL WITNESS POST, ABOUT 2 FEET
 DS0175'ABOVE THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 DS0175'WHICH PROJECTS 6 INCHES ABOVE THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0036 ***********************************************************************
 DS0036  DESIGNATION -  4 F 930
 DS0036  PID         -  DS0036
 DS0036  STATE/COUNTY-  NM/SOCORRO
 DS0036  USGS QUAD   -  GARDEN SPRING CANYON (1982)
 DS0036
 DS0036                         *CURRENT SURVEY CONTROL
 DS0036  ___________________________________________________________________
 DS0036* NAD 83(1992)-  33 50 34.16375(N)    106 17 00.99004(W)     ADJUSTED  
 DS0036* NAVD 88     -      1882.677  (meters)    6176.75   (feet)  ADJUSTED  
 DS0036  ___________________________________________________________________
 DS0036  LAPLACE CORR-           5.13  (seconds)                    DEFLEC99
 DS0036  GEOID HEIGHT-         -21.00  (meters)                     GEOID03
 DS0036  DYNAMIC HT  -        1879.893 (meters)    6167.62  (feet)  COMP
 DS0036  MODELED GRAV-     979,089.7   (mgal)                       NAVD 88
 DS0036
 DS0036  HORZ ORDER  -  FIRST
 DS0036  VERT ORDER  -  FIRST     CLASS II
 DS0036
 DS0036.The horizontal coordinates were established by classical geodetic methods
 DS0036.and adjusted by the National Geodetic Survey in December 1993..
 DS0036
 DS0036.The orthometric height was determined by differential leveling
 DS0036.and adjusted by the National Geodetic Survey in June 1991..
 DS0036
 DS0036.The Laplace correction was computed from DEFLEC99 derived deflections.
 DS0036
 DS0036.The geoid height was determined by GEOID03.
 DS0036
 DS0036.The dynamic height is computed by dividing the NAVD 88
 DS0036.geopotential number by the normal gravity value computed on the
 DS0036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0036.degrees latitude (g = 980.6199 gals.).
 DS0036
 DS0036.The modeled gravity was interpolated from observed gravity values.
 DS0036
 DS0036;                    North         East     Units Scale Factor Converg.
 DS0036;SPC NM C     -   315,221.906   496,889.704   MT  0.99990012   -0 01 07.4
 DS0036;SPC NM C     - 1,034,190.54  1,630,212.30   sFT  0.99990012   -0 01 07.4
 DS0036;UTM  13      - 3,745,469.698   381,239.870   MT  0.99977387   -0 42 53.8
 DS0036
 DS0036!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS0036!SPC NM C     -   0.99970783  x   0.99990012  =   0.99960798
 DS0036!UTM  13      -   0.99970783  x   0.99977387  =   0.99948176
 DS0036
 DS0036|---------------------------------------------------------------------|
 DS0036| PID    Reference Object                     Distance      Geod. Az  |
 DS0036|                                                           dddmmss.s |
 DS0036| CD1469 4 F 930 RM 1                          8.204 METERS 15236     |
 DS0036| DS0032 4 F 930 AZ MK                                      1794943.0 |
 DS0036| CD1470 4 F 930 RM 2                          8.589 METERS 23430     |
 DS0036|---------------------------------------------------------------------|
 DS0036
 DS0036                          SUPERSEDED SURVEY CONTROL
 DS0036
 DS0036  NAD 83(1986)-  33 50 34.17080(N)    106 17 00.99233(W) AD(       ) 1
 DS0036  NAD 27      -  33 50 33.91600(N)    106 16 58.98800(W) AD(       ) 1
 DS0036  NGVD 29 (??/??/92) 1881.907  (m)         6174.22   (f) ADJ UNCH    1 2
 DS0036
 DS0036.Superseded values are not recommended for survey control.
 DS0036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0036.See file dsdata.txt to determine how the superseded data were derived.
 DS0036
 DS0036_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT8124045470(NAD 83)
 DS0036_MARKER: DD = SURVEY DISK
 DS0036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0036_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0036_STAMPING: 4F 930 1947
 DS0036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0036+STABILITY: SURFACE MOTION
 DS0036
 DS0036  HISTORY     - Date     Condition        Report By
 DS0036  HISTORY     - 1952     MONUMENTED       AMS
 DS0036  HISTORY     - 1967     GOOD             CGS
 DS0036  HISTORY     - 1968     GOOD             CGS
 DS0036  HISTORY     - 1969     GOOD             CGS
 DS0036  HISTORY     - 1969     GOOD             NGS
 DS0036
 DS0036                          STATION DESCRIPTION
 DS0036
 DS0036'DESCRIBED BY US ARMY MAP SERVICE (NOW DMA) 1952 (RLE)
 DS0036'THE STATION IS LOCATED ON THE HIGHEST POINT OF A SMALL HILL
 DS0036'ABOUT 30 MILES WEST OF CARRIZOZO AND 0.4 MILE NORTHEAST OF
 DS0036'WHITES STORE.  IT IS ABOUT 0.4 MILE NORTH OF U.S. HIGHWAY 380,
 DS0036'138 FEET EAST OF A WIRE FENCE AND 4 FEET SOUTHEAST OF A WITNESS
 DS0036'POST.
 DS0036'
 DS0036'A CORPS OF ENGINEERS - ARMY MAP SERVICE STATION MARK WAS USED
 DS0036'FOR THE STATION.  IT IS A STANDARD CORPS OF ENGINEERS - ARMY
 DS0036'MAP SERVICE STATION MARK DISK SET IN THE TOP OF A SIX INCH
 DS0036'SQUARE CONCRETE POST.  IT IS STAMPED 4 F 930 1937 AND PROJECTS
 DS0036'6 INCHES.
 DS0036'
 DS0036'REFERENCE MARK NO. 1 IS 123 FEET EAST OF A WIRE FENCE AND ON
 DS0036'ABOUT THE SAME ELEVATION AS THE STATION.  IT IS STAMPED 4 F
 DS0036'930 AMS NO 1 1952 AND PROJECTS 4 INCHES.
 DS0036'
 DS0036'REFERENCE MARK NO. 2 IS ON ABOUT THE SAME ELEVATION AS THE
 DS0036'STATION.  IT IS STAMPED 4 F 930 AMS NO 2 1952 AND PROJECTS
 DS0036'5 INCHES.
 DS0036'
 DS0036'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK
 DS0036'NO. 2 IS 36.1 FEET.
 DS0036'
 DS0036'THE AZIMUTH MARK IS LOCATED 102 FEET NORTH OF THE CENTER OF
 DS0036'U.S. HIGHWAY 380, 96 FEET WEST OF THE WEST END OF A WIRE GATE,
 DS0036'1.5 FEET EAST OF A WITNESS POST AND 0.5 FEET NORTH OF A FENCE
 DS0036'LINE.  IT IS STAMPED 4 F 930 AMS 1952 AND PROJECTS 4 INCHES.
 DS0036'
 DS0036'TO REACH THE STATION FROM THE POST OFFICE IN CARRIZOZO, GO NORTH
 DS0036'ON U.S. HIGHWAY 54 FOR 0.3 MILE TO U.S. HIGHWAY 380.  TURN LEFT
 DS0036'AND GO WESTERLY ON U.S. HIGHWAY 380 FOR 29.85 MILES TO A GATE
 DS0036'ON THE RIGHT AND THE AZIMUTH MARK AS DESCRIBED, THIS IS ABOUT
 DS0036'0.4 MILE EAST OF WHITES STORE.  TURN RIGHT AND GO NORTH THROUGH
 DS0036'THE GATE, CONTINUE NORTHERLY FOR 0.4 MILE TO THE TOP OF A LOW
 DS0036'HILL AND THE STATION AS DESCRIBED.
 DS0036
 DS0036                          STATION RECOVERY (1967)
 DS0036
 DS0036'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (JWC)
 DS0036'THE STATION IS ABOUT 25 MILES WEST OF CARRIZOZO, 18 MILES
 DS0036'NORTHWEST OF OSCURO, AND ON THE HIGHEST POINT OF A LOW ROCKY
 DS0036'HILL THAT SLOPES GRADUALLY TO THE EAST.  IT IS 8.4 FEET NORTH
 DS0036'OF A WITNESS POST AND 4 FEET EAST OF THE WEST EDGE OF THE HILL.
 DS0036'
 DS0036'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION GUY,
 DS0036'DISTANCE BEING 13.96 FEET OR 4.255 METERS WEST-NORTHWEST OF
 DS0036'STATION GUY.  THE MARK IS A BRONZE DISK OF THE ARMY MAP SERVICE,
 DS0036'STAMPED 4 F 930 1947, CEMENTED IN A DRILL HOLE IN 2 BY 3 FOOT
 DS0036'ROCK OUTCROP, THAT PROJECTS 4 INCHES ABOVE THE GROUND.
 DS0036
 DS0036                          STATION RECOVERY (1968)
 DS0036
 DS0036'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JBJ)
 DS0036'THE STATION WAS RECOVERED AS PREVIOUSLY DESCRIBED BY J.W.
 DS0036'CARPENTER IN 1967.
 DS0036
 DS0036                          STATION RECOVERY (1969)
 DS0036
 DS0036'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JGC)
 DS0036'THE STATION MARK, STAMPED 4F 930 1947, IS ABOUT 34.65 MILES
 DS0036'EAST ALONG U.S. HIGHWAY 380 FROM THE POST OFFICE AT SAN ANTONIO,
 DS0036'THENCE 0.3 MILE NORTH CROSS-COUNTRY TO THE TOP OF A RIDGE,
 DS0036'IN SECTION 26, T 5 S, R 6 E, 169 FEET EAST OF A FENCE, 9 FEET
 DS0036'WEST OF A CEDAR TREE, 26.9 FEET NORTHEAST OF R.M. 1, 28.2 FEET
 DS0036'NORTHEAST OF R.M. 2, AND SET IN THE TOP OF A CONCRETE POST
 DS0036'WHICH PROJECTS 5 INCHES ABOVE THE SURFACE OF THE GROUND.
 DS0036'
 DS0036'R.M. 1, STAMPED 4F 930 AMS NO 1 1952, IS 26.9 FEET SOUTHEAST
 DS0036'OF THE STATION MARK, 36 FEET EAST OF R.M. 2, AND SET IN THE
 DS0036'TOP OF A CONCRETE POST WHICH PROJECTS 5 INCHES ABOVE THE
 DS0036'SURFACE OF THE GROUND.
 DS0036'
 DS0036'R.M. 2, STAMPED 4F 930 AMS NO 2 1952, IS 28.2 FEET SOUTHWEST
 DS0036'OF THE STATION MARK, 36 FEET WEST OF R.M. 1, AND SET IN THE
 DS0036'TOP OF A CONCRETE POST WHICH PROJECTS 5 INCHES ABOVE THE SURFACE
 DS0036'OF THE GROUND.
 DS0036'
 DS0036'THE AZIMUTH MARK, STAMPED 4F 930 AMS 1952, IS ABOUT 0.35 MILE
 DS0036'SOUTH CROSS-COUNTRY FROM THE STATION MARK, 101 FEET NORTHEAST
 DS0036'OF THE CENTER LINE OF U.S. HIGHWAY 380, 104 FEET NORTHWEST
 DS0036'OF THE CENTER LINE OF A TRAIL ROAD WHICH LEADS NORTHEAST,
 DS0036'1 FOOT NORTHEAST OF A FENCE, 1.5 FEET SOUTHEAST OF A WOODEN
 DS0036'WITNESS POST, 1.2 FEET NORTHEAST OF A METAL WITNESS POST, ABOUT
 DS0036'4 FEET BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF
 DS0036'A CONCRETE POST WHICH PROJECTS 5 INCHES ABOVE THE SURFACE OF
 DS0036'THE GROUND.
 DS0036'
 DS0036'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--34.95 MILES
 DS0036'EAST
 DS0036
 DS0036                          STATION RECOVERY (1969)
 DS0036
 DS0036'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 DS0036'34.95 MI E FROM SAN ANTONIO.
 DS0036'ABOUT 34.65 MILES EAST ALONG U.S. HIGHWAY 380 FROM THE POST OFFICE AT
 DS0036'SAN ANTONIO, THENCE 0.3 MILE NORTH CROSS-COUNTRY TO THE TOP OF A
 DS0036'RIDGE, IN SECTION 26, T 5 S, R 6 E, 169 FEET EAST OF A FENCE, 9 FEET
 DS0036'WEST OF A CEDAR TREE, 26.9 FEET NORTHWEST OF 4F 930 AMS RM 1, 28.2
 DS0036'FEET NORTHEAST OF 4F 930 AMS RM 2, AND SET IN THE TOP OF A CONCRETE
 DS0036'POST WHICH PROJECTS 5 INCHES ABOVE THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS1136 ***********************************************************************
 DS1136  DESIGNATION -  4 F 930
 DS1136  PID         -  DS1136
 DS1136  STATE/COUNTY-  NM/LINCOLN
 DS1136  USGS QUAD   -  OSCURA PEAK (1982)
 DS1136
 DS1136                         *CURRENT SURVEY CONTROL
 DS1136  ___________________________________________________________________
 DS1136* NAD 83(1992)-  33 38 24.97062(N)    106 18 22.94268(W)     ADJUSTED  
 DS1136* NAVD 88     -      1753.     (meters)    5751.     (feet)  SCALED    
 DS1136  ___________________________________________________________________
 DS1136  LAPLACE CORR-          -0.92  (seconds)                    DEFLEC99
 DS1136  GEOID HEIGHT-         -21.47  (meters)                     GEOID03
 DS1136
 DS1136  HORZ ORDER  -  SECOND
 DS1136
 DS1136.The horizontal coordinates were established by classical geodetic methods
 DS1136.and adjusted by the National Geodetic Survey in December 1993..
 DS1136
 DS1136.The orthometric height was scaled from a topographic map.
 DS1136
 DS1136.The Laplace correction was computed from DEFLEC99 derived deflections.
 DS1136
 DS1136.The geoid height was determined by GEOID03.
 DS1136
 DS1136;                    North         East     Units Scale Factor Converg.
 DS1136;SPC NM C     -   292,758.279   494,770.668   MT  0.99990034   -0 01 52.4
 DS1136;SPC NM C     -   960,491.12  1,623,260.10   sFT  0.99990034   -0 01 52.4
 DS1136;UTM  13      - 3,723,036.158   378,849.042   MT  0.99978095   -0 43 25.6
 DS1136
 DS1136!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS1136!SPC NM C     -   0.99972827  x   0.99990034  =   0.99962864
 DS1136!UTM  13      -   0.99972827  x   0.99978095  =   0.99950928
 DS1136
 DS1136                          SUPERSEDED SURVEY CONTROL
 DS1136
 DS1136  NAD 83(1986)-  33 38 24.97761(N)    106 18 22.94539(W) AD(       ) 2
 DS1136  NAD 27      -  33 38 24.70730(N)    106 18 20.93501(W) AD(       ) 2
 DS1136
 DS1136.Superseded values are not recommended for survey control.
 DS1136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS1136.See file dsdata.txt to determine how the superseded data were derived.
 DS1136
 DS1136_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT7884923036(NAD 83)
 DS1136_MARKER: DD = SURVEY DISK
 DS1136_SETTING: 66 = SET IN ROCK OUTCROP
 DS1136_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 DS1136_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DS1136+STABILITY: POSITION/ELEVATION WELL
 DS1136
 DS1136  HISTORY     - Date     Condition        Report By
 DS1136  HISTORY     - 1967     MONUMENTED       AMS
 DS1136
 DS1136                          STATION DESCRIPTION
 DS1136
 DS1136'DESCRIBED BY US ARMY MAP SERVICE (NOW DMA) 1967 (JWC)
 DS1136'THE STATION IS ABOUT 25 MILES WEST OF CARRIZOZO, 18 MILES NORTHWEST
 DS1136'OF OSCURO, AND ON THE HIGHEST POINT OF A LOW ROCKY HILL THAT SLOPES
 DS1136'GRADUALLY TO THE EAST.
 DS1136'
 DS1136'TO REACH THE STATION FROM THE POST OFFICE IN THREE RIVERS, GO NORTH
 DS1136'ON U.S. HIGHWAY 54 FOR 11.1 MILES TO A GRAVELED ROAD ON THE LEFT
 DS1136'AT OSCURO.  TURN LEFT AND GO WEST ON THE GRAVELED ROAD FOR 6.15
 DS1136'MILES TO A LOCKED GATE.  PASS THROUGH THE GATE AND CONTINUE WEST FOR
 DS1136'0.85 MILE TO A GUARD SHACK AND ROAD ON THE RIGHT.  CONTINUE
 DS1136'WESTERLY FOR 0.65 MILE TO A ROAD ON THE RIGHT.  TURN RIGHT AND GO
 DS1136'NORTHERLY ON A GRADED ROAD FOR 5.5 MILES TO A ROAD ON THE LEFT.
 DS1136'TURN LEFT AND GO WEST-NORTHWEST FOR 4.85 MILES TO A FORK.  TAKE
 DS1136'THE LEFT FORK AND GO NORTHWEST FOR 2.0 MILES TO A DIM TRACK ROAD
 DS1136'ON THE RIGHT.  TURN RIGHT ON THE DIM TRACK ROAD AND GO NORTH,
 DS1136'KEEPING ON THE EAST SIDE OF THE HILLS FOR 0.35 MILE TO A WASH.
 DS1136'CROSS THE WASH AND GO NORTHEAST ON THE DIM TRACK ROAD FOR 0.25
 DS1136'MILE TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE NORTHEAST FOR 0.05
 DS1136'MILE, THEN WESTERLY UP STEEP SLOPE FOR 0.4 MILE TO THE HIGHEST
 DS1136'POINT OF THE HILL AND THE STATION.
 DS1136'
 DS1136'4 F 930 (AMS) IS A BRONZE DISK OF THE ARMY MAP SERVICE STAMPED
 DS1136'4 F 930 1947, CEMENTED IN A DRILL HOLE IN 2 BY 3 FOOT ROCK OUTCROP,
 DS1136'THAT PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS 8.4 FEET NORTH OF
 DS1136'THE WITNESS POST, 4 FEET EAST OF THE WEST EDGE OF THE HILL AND ABOUT
 DS1136'1 FOOT HIGHER IN ELEVATION THAN STATION GUY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0032 ***********************************************************************
 DS0032  DESIGNATION -  4 F 930 AZ MK
 DS0032  PID         -  DS0032
 DS0032  STATE/COUNTY-  NM/SOCORRO
 DS0032  USGS QUAD   -  GARDEN SPRING CANYON (1982)
 DS0032
 DS0032                         *CURRENT SURVEY CONTROL
 DS0032  ___________________________________________________________________
 DS0032* NAD 83(1986)-  33 50 16.     (N)    106 17 00.     (W)     SCALED    
 DS0032* NAVD 88     -      1880.008  (meters)    6167.99   (feet)  ADJUSTED  
 DS0032  ___________________________________________________________________
 DS0032  GEOID HEIGHT-         -21.01  (meters)                     GEOID03
 DS0032  DYNAMIC HT  -        1877.223 (meters)    6158.86  (feet)  COMP
 DS0032  MODELED GRAV-     979,087.2   (mgal)                       NAVD 88
 DS0032
 DS0032  VERT ORDER  -  FIRST     CLASS II
 DS0032
 DS0032.The horizontal coordinates were scaled from a topographic map and have
 DS0032.an estimated accuracy of +/- 6 seconds.
 DS0032
 DS0032.The orthometric height was determined by differential leveling
 DS0032.and adjusted by the National Geodetic Survey in June 1991..
 DS0032
 DS0032.The geoid height was determined by GEOID03.
 DS0032
 DS0032.The dynamic height is computed by dividing the NAVD 88
 DS0032.geopotential number by the normal gravity value computed on the
 DS0032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0032.degrees latitude (g = 980.6199 gals.).
 DS0032
 DS0032.The modeled gravity was interpolated from observed gravity values.
 DS0032
 DS0032;                    North         East    Units  Estimated Accuracy
 DS0032;SPC NM C     -   314,660.      496,920.      MT  (+/- 180 meters Scaled)
 DS0032
 DS0032                          SUPERSEDED SURVEY CONTROL
 DS0032
 DS0032  NGVD 29 (??/??/92) 1879.235  (m)         6165.46   (f) ADJ UNCH    1 2
 DS0032
 DS0032.Superseded values are not recommended for survey control.
 DS0032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0032.See file dsdata.txt to determine how the superseded data were derived.
 DS0032
 DS0032_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT812449(NAD 83)
 DS0032_MARKER: DZ = AZIMUTH MARK DISK
 DS0032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0032_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0032_STAMPING: 4F 930 AMS 1952
 DS0032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0032+STABILITY: SURFACE MOTION
 DS0032
 DS0032  HISTORY     - Date     Condition        Report By
 DS0032  HISTORY     - 1952     MONUMENTED       CGS
 DS0032  HISTORY     - 1969     GOOD             NGS
 DS0032
 DS0032                          STATION DESCRIPTION
 DS0032
 DS0032'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 DS0032'30.15 MI NW FROM CARRIZOZO.
 DS0032'ABOUT 0.45 MILE NORTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 DS0032'THE STATION AT CARRIZOZO, THENCE 29.7 MILES NORTHWEST ALONG U.S.
 DS0032'HIGHWAY 380, OR ABOUT 34.8 MILES EAST ALONG U.S. HIGHWAY 380 FROM THE
 DS0032'POST OFFICE AT SAN ANTONIO, IN SECTION 26, T 5 S, R 6 E, 101 FEET
 DS0032'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 104 FEET NORTHWEST OF THE
 DS0032'CENTER LINE OF A TRAIL ROAD WHICH LEADS NORTHEAST, 1 FOOT NORTHEAST OF
 DS0032'A FENCE, 1.5 FEET SOUTHEAST OF A WOODEN WITNESS POST, 1.2 FEET
 DS0032'NORTHEAST OF A METAL WITNESS POST, ABOUT 4 FEET BELOW THE LEVEL OF THE
 DS0032'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 5 INCHES
 DS0032'ABOVE THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0035 ***********************************************************************
 DS0035  DESIGNATION -  4 F 930 RM 1
 DS0035  PID         -  DS0035
 DS0035  STATE/COUNTY-  NM/SOCORRO
 DS0035  USGS QUAD   -  GARDEN SPRING CANYON (1982)
 DS0035
 DS0035                         *CURRENT SURVEY CONTROL
 DS0035  ___________________________________________________________________
 DS0035* NAD 83(1986)-  33 50 34.     (N)    106 17 00.     (W)     SCALED    
 DS0035* NAVD 88     -      1882.561  (meters)    6176.37   (feet)  ADJUSTED  
 DS0035  ___________________________________________________________________
 DS0035  GEOID HEIGHT-         -21.00  (meters)                     GEOID03
 DS0035  DYNAMIC HT  -        1879.777 (meters)    6167.23  (feet)  COMP
 DS0035  MODELED GRAV-     979,089.5   (mgal)                       NAVD 88
 DS0035
 DS0035  VERT ORDER  -  FIRST     CLASS II
 DS0035
 DS0035.The horizontal coordinates were scaled from a topographic map and have
 DS0035.an estimated accuracy of +/- 6 seconds.
 DS0035
 DS0035.The orthometric height was determined by differential leveling
 DS0035.and adjusted by the National Geodetic Survey in June 1991..
 DS0035
 DS0035.The geoid height was determined by GEOID03.
 DS0035
 DS0035.The dynamic height is computed by dividing the NAVD 88
 DS0035.geopotential number by the normal gravity value computed on the
 DS0035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0035.degrees latitude (g = 980.6199 gals.).
 DS0035
 DS0035.The modeled gravity was interpolated from observed gravity values.
 DS0035
 DS0035;                    North         East    Units  Estimated Accuracy
 DS0035;SPC NM C     -   315,220.      496,920.      MT  (+/- 180 meters Scaled)
 DS0035
 DS0035                          SUPERSEDED SURVEY CONTROL
 DS0035
 DS0035  NGVD 29 (??/??/92) 1881.791  (m)         6173.84   (f) ADJ UNCH    1 2
 DS0035
 DS0035.Superseded values are not recommended for survey control.
 DS0035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0035.See file dsdata.txt to determine how the superseded data were derived.
 DS0035
 DS0035_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT812454(NAD 83)
 DS0035_MARKER: DR = REFERENCE MARK DISK
 DS0035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0035_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0035_STAMPING: 4F 930 AMS NO 1 1952
 DS0035_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0035+STABILITY: SURFACE MOTION
 DS0035
 DS0035  HISTORY     - Date     Condition        Report By
 DS0035  HISTORY     - 1952     MONUMENTED       CGS
 DS0035  HISTORY     - 1969     GOOD             NGS
 DS0035
 DS0035                          STATION DESCRIPTION
 DS0035
 DS0035'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 DS0035'34.95 MI E FROM SAN ANTONIO.
 DS0035'ABOUT 34.65 MILES EAST ALONG U.S. HIGHWAY 380 FROM THE POST OFFICE AT
 DS0035'SAN ANTONIO, THENCE 0.3 MILE NORTH CROSS-COUNTRY TO THE TOP OF A
 DS0035'RIDGE, IN SECTION 26, T 5 S, R 6 E, 26.9 FEET SOUTHEAST OF
 DS0035'TRIANGULATION STATION 4F 930 1947 (AMS), 36 FEET EAST OF 4F 930 AMS RM
 DS0035'2, AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 5 INCHES ABOVE
 DS0035'THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0034 ***********************************************************************
 DS0034  DESIGNATION -  4 F 930 RM 2
 DS0034  PID         -  DS0034
 DS0034  STATE/COUNTY-  NM/SOCORRO
 DS0034  USGS QUAD   -  GARDEN SPRING CANYON (1982)
 DS0034
 DS0034                         *CURRENT SURVEY CONTROL
 DS0034  ___________________________________________________________________
 DS0034* NAD 83(1986)-  33 50 34.     (N)    106 16 59.     (W)     SCALED    
 DS0034* NAVD 88     -      1882.493  (meters)    6176.15   (feet)  ADJUSTED  
 DS0034  ___________________________________________________________________
 DS0034  GEOID HEIGHT-         -21.00  (meters)                     GEOID03
 DS0034  DYNAMIC HT  -        1879.708 (meters)    6167.01  (feet)  COMP
 DS0034  MODELED GRAV-     979,089.3   (mgal)                       NAVD 88
 DS0034
 DS0034  VERT ORDER  -  FIRST     CLASS II
 DS0034
 DS0034.The horizontal coordinates were scaled from a topographic map and have
 DS0034.an estimated accuracy of +/- 6 seconds.
 DS0034
 DS0034.The orthometric height was determined by differential leveling
 DS0034.and adjusted by the National Geodetic Survey in June 1991..
 DS0034
 DS0034.The geoid height was determined by GEOID03.
 DS0034
 DS0034.The dynamic height is computed by dividing the NAVD 88
 DS0034.geopotential number by the normal gravity value computed on the
 DS0034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0034.degrees latitude (g = 980.6199 gals.).
 DS0034
 DS0034.The modeled gravity was interpolated from observed gravity values.
 DS0034
 DS0034;                    North         East    Units  Estimated Accuracy
 DS0034;SPC NM C     -   315,220.      496,940.      MT  (+/- 180 meters Scaled)
 DS0034
 DS0034                          SUPERSEDED SURVEY CONTROL
 DS0034
 DS0034  NGVD 29 (??/??/92) 1881.722  (m)         6173.62   (f) ADJ UNCH    1 2
 DS0034
 DS0034.Superseded values are not recommended for survey control.
 DS0034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0034.See file dsdata.txt to determine how the superseded data were derived.
 DS0034
 DS0034_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT812454(NAD 83)
 DS0034_MARKER: DR = REFERENCE MARK DISK
 DS0034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0034_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0034_STAMPING: 4F 930 AMS NO 2 1952
 DS0034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0034+STABILITY: SURFACE MOTION
 DS0034
 DS0034  HISTORY     - Date     Condition        Report By
 DS0034  HISTORY     - 1952     MONUMENTED       CGS
 DS0034  HISTORY     - 1969     GOOD             NGS
 DS0034
 DS0034                          STATION DESCRIPTION
 DS0034
 DS0034'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 DS0034'34.95 MI E FROM SAN ANTONIO.
 DS0034'ABOUT 34.65 MILES EAST ALONG U.S. HIGHWAY 380 FROM THE POST OFFICE AT
 DS0034'SAN ANTONIO, THENCE 0.3 MILE NORTH CROSS-COUNTRY TO THE TOP OF A
 DS0034'RIDGE, IN SECTION 26, T 5 S, R 6 E, 28.2 FEET SOUTHWEST OF
 DS0034'TRIANGULATION STATION 4F 930 1947 (AMS), 36 FEET WEST OF 4F 930 AMS RM
 DS0034'1, AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 5 INCHES ABOVE
 DS0034'THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0201 ***********************************************************************
 DS0201  DESIGNATION -  4 F 944
 DS0201  PID         -  DS0201
 DS0201  STATE/COUNTY-  NM/SOCORRO
 DS0201  USGS QUAD   -  OSCURA PEAK (1982)
 DS0201
 DS0201                         *CURRENT SURVEY CONTROL
 DS0201  ___________________________________________________________________
 DS0201* NAD 83(1992)-  33 38 47.53632(N)    106 22 23.55070(W)     ADJUSTED  
 DS0201* NAVD 88     -      2633.889  (meters)    8641.35   (feet)  ADJUSTED  
 DS0201  ___________________________________________________________________
 DS0201  LAPLACE CORR-           6.85  (seconds)                    DEFLEC99
 DS0201  GEOID HEIGHT-         -21.62  (meters)                     GEOID03
 DS0201  DYNAMIC HT  -        2629.583 (meters)    8627.22  (feet)  COMP
 DS0201  MODELED GRAV-     978,904.9   (mgal)                       NAVD 88
 DS0201
 DS0201  HORZ ORDER  -  FIRST
 DS0201  VERT ORDER  -  SECOND    CLASS 0
 DS0201
 DS0201.The horizontal coordinates were established by classical geodetic methods
 DS0201.and adjusted by the National Geodetic Survey in December 1993..
 DS0201
 DS0201.The orthometric height was determined by differential leveling
 DS0201.and adjusted by the National Geodetic Survey in June 1991..
 DS0201
 DS0201.The Laplace correction was computed from DEFLEC99 derived deflections.
 DS0201
 DS0201.The geoid height was determined by GEOID03.
 DS0201
 DS0201.The dynamic height is computed by dividing the NAVD 88
 DS0201.geopotential number by the normal gravity value computed on the
 DS0201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0201.degrees latitude (g = 980.6199 gals.).
 DS0201
 DS0201.The modeled gravity was interpolated from observed gravity values.
 DS0201
 DS0201;                    North         East     Units Scale Factor Converg.
 DS0201;SPC NM C     -   293,458.842   488,571.618   MT  0.99990161   -0 04 05.8
 DS0201;SPC NM C     -   962,789.55  1,602,922.05   sFT  0.99990161   -0 04 05.8
 DS0201;UTM  13      - 3,723,811.519   372,659.597   MT  0.99979991   -0 45 39.4
 DS0201
 DS0201!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS0201!SPC NM C     -   0.99959007  x   0.99990161  =   0.99949172
 DS0201!UTM  13      -   0.99959007  x   0.99979991  =   0.99939006
 DS0201
 DS0201:                Primary Azimuth Mark                     Grid Az
 DS0201:SPC NM C     -  4 F 944 AZ MK                            000 36 34.2
 DS0201:UTM  13      -  4 F 944 AZ MK                            001 18 07.8
 DS0201
 DS0201|---------------------------------------------------------------------|
 DS0201| PID    Reference Object                     Distance      Geod. Az  |
 DS0201|                                                           dddmmss.s |
 DS0201| CD1471 4 F 944 AZ MK                                      0003228.4 |
 DS0201| DS0202 4 F 944 RM 1                          8.525 METERS 08332     |
 DS0201| DS0203 4 F 944 RM 2                         11.593 METERS 15043     |
 DS0201|---------------------------------------------------------------------|
 DS0201
 DS0201                          SUPERSEDED SURVEY CONTROL
 DS0201
 DS0201  NAD 83(1986)-  33 38 47.54335(N)    106 22 23.55353(W) AD(       ) 1
 DS0201  NAD 27      -  33 38 47.28130(N)    106 22 21.53480(W) AD(       ) 1
 DS0201  NGVD 29 (??/??/92) 2632.874  (m)         8638.02   (f) ADJ UNCH    2 0
 DS0201
 DS0201.Superseded values are not recommended for survey control.
 DS0201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0201.See file dsdata.txt to determine how the superseded data were derived.
 DS0201
 DS0201_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT7266023812(NAD 83)
 DS0201_MARKER: DD = SURVEY DISK
 DS0201_SETTING: 66 = SET IN ROCK OUTCROP
 DS0201_SP_SET: ROCK CLIFF
 DS0201_STAMPING: 4 F 944 1947
 DS0201_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DS0201+STABILITY: POSITION/ELEVATION WELL
 DS0201
 DS0201  HISTORY     - Date     Condition        Report By
 DS0201  HISTORY     - 1952     MONUMENTED       AMS
 DS0201  HISTORY     - 1965     GOOD             LOCSUR
 DS0201  HISTORY     - 1966     GOOD             CGS
 DS0201  HISTORY     - 1968     GOOD             CGS
 DS0201  HISTORY     - 1969     GOOD             CGS
 DS0201  HISTORY     - 1969     GOOD             NGS
 DS0201
 DS0201                          STATION DESCRIPTION
 DS0201
 DS0201'DESCRIBED BY US ARMY MAP SERVICE (NOW DMA) 1952 (RLE)
 DS0201'THE STATION IS LOCATED ON THE HIGHEST POINT AND NEAR THE SOUTHERN
 DS0201'TIP OF THE OSCURA MOUNTAIN RANGE AND IS NEAR THE WEST EDGE OF THE
 DS0201'SUMMIT OF MOUNTAIN.  IT IS A STANDARD CORPS OF ENGINEERS ARMY
 DS0201'MAP SERVICE DISK SET IN A DRILL HOLE IN BEDROCK AND IS STAMPED
 DS0201'4 F9 44 1947.
 DS0201'
 DS0201'REFERENCE MARK NO. 1 IS ON THE EAST SLOPE OF THE SUMMIT AND IS
 DS0201'ABOUT 5 FEET LOWER IN ELEVATION THAN THE STATION.  IT IS STAMPED
 DS0201'4 F9 44 NO. 1 1952.
 DS0201'
 DS0201'REFERENCE MARK NO. 2 IS ON THE SOUTHEAST SLOPE OF SUMMIT AND IS
 DS0201'ABOUT 4 FEET LOWER IN ELEVATION THAN THE STATION.  IT IS STAMPED
 DS0201'4 F9 44 NO. 2 1952.
 DS0201'
 DS0201'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 37.46 FEET.
 DS0201'
 DS0201'TO REACH THE STATION FROM THE OLD POST OFFICE IN OSCURA, GO WEST
 DS0201'ON THE MOCKING BIRD GAP ROAD FOR 7.8 MILES TO A T-ROAD RIGHT AND
 DS0201'A LARGE HOLLOMAN AIR FORCE BASE WARNING SIGN, TURN RIGHT AND GO
 DS0201'NORTH ON GRADED ROAD FOR 5.5 MILES TO A TRACK ROAD ON LEFT.
 DS0201'(THIS IS 0.4 MILE NORTH OF A SMALL CONCRETE BUILDING ON RIGHT.)
 DS0201'TURN LEFT AND GO WEST ON TRACK ROAD FOR 3.5 MILES TO A FORK,
 DS0201'TAKE LEFT FORK AND CONTINUE WEST AND NORTHWEST FOR 1.5 MILES
 DS0201'TO A FORK, KEEP LEFT FORK AND CONTINUE NORTHWEST FOR 1.9 MILES
 DS0201'TO A FORK.  TAKE RIGHT FORK AND GO NORTH FOR 0.7 MILE TO A FORK,
 DS0201'TAKE LEFT FORK AND GO NORTHWEST AND WEST FOR 2.3 MILES TO A
 DS0201'NORTH-SOUTH FENCE LINE, LET DOWN FENCE AND CONTINUE ON DIM
 DS0201'TRACK ROAD UPHILL FOR 0.5 MILE TO END OF TRUCK TRAVEL.  PACK
 DS0201'NORTHWEST UP FIRST SMALL RIDGE FOR ABOUT 250 YARDS, FROM THIS
 DS0201'POINT TRAVEL ON A MAGNETIC COMPASS BEARING OF 240 DEGREES TO
 DS0201'THE TOP OF FIRST LARGE RIDGE, FOLLOW TOP OF RIDGE NORTHWESTERLY
 DS0201'TO A POINT WHERE NEXT LARGE RIDGE BEGINS.  FROM HERE THE TREES
 DS0201'AND BRUSH HAVE BEEN BLAZED AND A REASONABLY CLEAR TRAIL
 DS0201'LEADS NEARLY TO THE TOP OF MOUNTAIN.  PACK DUE WEST
 DS0201'CROSSING TWO LARGE RIDGES AND SEVERAL SMALL RIDGES TO THE
 DS0201'SUMMIT OF MOUNTAIN AND STATION IS ABOUT 100 YARDS TO THE
 DS0201'SOUTH AS DESCRIBED.
 DS0201'
 DS0201'THE DISTANCE FROM THE ETT TO THE STATION IS ABOUT 6.0 MILES AND IS
 DS0201'A 6 HOUR PACK.
 DS0201
 DS0201                          STATION RECOVERY (1965)
 DS0201
 DS0201'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1965 (WEO)
 DS0201'RECOVERED BY KOOGLE AND POULS ENG. INC.
 DS0201'
 DS0201'4 F 9 44 1947-STATION MARK AND BOTH REFERENCE MARKS RECOVERED
 DS0201'AND FOUND TO BE IN GOOD CONDITION.
 DS0201'
 DS0201'STATION IS NOW ACCESSIBLE BY TRUCK, SEE ATTACHED DESCRIPTION.
 DS0201'
 DS0201'TO REACH STATION FROM THE OLD POST OFFICE IN OSCURO, GO WEST
 DS0201'ON THE MOCKING BIRD GAP ROAD ALSO KNOWN AS WSMR ROUTE 12 FOR 8.2
 DS0201'MILES TO OSCURO RANGE CAMP CHECKPOINT.  CONTINUE WEST ON PAVED
 DS0201'ROAD 0.7 MILES TO JUNCTION WSMR ROUTE 9.  TURN NORTH AND FOLLOW
 DS0201'WSMR ROUTE 9 FOR 21.6 MILES TO JUNCTION OF ROUTE 9 AND ROTE 322.
 DS0201'CONTINUE WEST ON WSMR ROUTE 322 FOR 2.9 MILES TO JUNCTION WITH A
 DS0201'BLADED TRAIL ON LEFT, AT THE WEST END OF AN EMERGENCY AIR
 DS0201'STRIP.  TURN SOUTH AND FOLLOW TRAIL FOR 7.8 MILES ALONG EAST
 DS0201'SLOPE OF THE OSCURA MOUNTAIN RANGE TO STATION ON HIGHEST POINT
 DS0201'OF THIS RANGE.  STATION IS ABOUT 60 FEET WEST OF TRAIL.
 DS0201'
 DS0201'STATION IS LOCATED IN A RESTRICTED AREA, AND PERMISSION TO
 DS0201'ENTER MUST BE OBTAINED AT THE HEADQUARTERS OF WHITE SANDS MISSILE
 DS0201'RANGE.
 DS0201
 DS0201                          STATION RECOVERY (1966)
 DS0201
 DS0201'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JWC)
 DS0201'THE STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION.  AN
 DS0201'AZIMUTH MARK WAS ESTABLISHED AT THIS DATE.  THE 1952 ROUTE TO
 DS0201'THE STATION IS INADEQUATE.
 DS0201'
 DS0201'A COMPLETE NEW DESCRIPTION FOLLOWS--
 DS0201'
 DS0201'THE STATION IS LOCATED ABOUT 17 MILES SOUTH OF BINGHAM, 28
 DS0201'MILES WEST OF CARRIZOZO AND ON THE HIGHEST POINT NEAR THE
 DS0201'SOUTHERN TIP OF THE OSCURA MOUNTAIN RANGE.
 DS0201'
 DS0201'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 54 AND
 DS0201'70 AT THE NORTH EDGE OF TULAROSA, GO NORTH ON U.S. HIGHWAY 54
 DS0201'FOR 16.75 MILES TO THREE RIVERS.  CONTINUE NORTH FOR 11.0 MILES
 DS0201'TO A SIDE ROAD LEFT AT OSCURO.  TURN LEFT AND GO WESTERLY ON A
 DS0201'GRAVELED ROAD FOR 5.95 MILES TO A LOCKED GATE.  (FOR COMBINATION
 DS0201'TO LOCKED GATE, SEE HEADQUARTERS).  PASS THROUGH THE GATE AND
 DS0201'CONTINUE WESTERLY FOR 0.7 MILE TO A SIDE ROAD ON THE RIGHT AT A
 DS0201'GUARD SHACK.  CONTINUE WESTERLY FOR 0.6 MILE TO A SIDE ROAD
 DS0201'ON THE RIGHT.  TURN RIGHT AND GO NORTHERLY ON A GRAVELED
 DS0201'ROAD FOR 13.8 MILES TO A FORK AT THE SUMMIT OF A LOW RIDGE.
 DS0201'TAKE THE LEFT FORK AND GO NORTHWEST FOR 5.95 MILES TO A
 DS0201'REVERSE FORK.  CONTINUE NORTHWEST FOR 2.70 MILES TO A REVERSE
 DS0201'FORK.  TURN SHARP LEFT AND GO SOUTHWESTERLY ON A GRAVELED ROAD
 DS0201'FOR 7.1 MILES TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE
 DS0201'SOUTHWESTERLY ON THE GRAVELED ROAD FOR 0.25 MILE TO THE
 DS0201'STATION ON THE RIGHT.
 DS0201'
 DS0201'THE STATION MARK IS A BRONZE DISK OF THE U.S. ARMY CORPS OF
 DS0201'ENGINEERS MAP SERVICE STAMPED 4 F 944 1947, CEMENTED IN A DRILL
 DS0201'HOLE IN A ROCK OUTCROP, THAT PROJECTS 3 INCHES.  IT IS 122 FEET
 DS0201'WEST OF THE CENTERLINE OF THE GRAVELED ROAD, 9.8 FEET SOUTHEAST
 DS0201'OF A WITNESS POST AND 4 FEET EAST OF THE WEST EDGE OF A CLIFF.
 DS0201'
 DS0201'REFERENCE MARK 1 IS A STANDARD DISK STAMPED 4 F 944 NO 1 1952,
 DS0201'CEMENTED IN A DRILL HOLE IN A ROCK OUTCROP THAT PROJECTS 4 INCHES.
 DS0201'IT IS 90 FEET WEST OF THE CENTERLINE OF THE ROAD, 35 FEET EAST
 DS0201'OF THE WITNESS POST AND 3 FEET LOWER THAN THE STATION MARK.  THE
 DS0201'DISTANCE FROM THE AXIS OF THE TELESCOPE IS 29.72 FEET OR 9.058
 DS0201'METERS.
 DS0201'
 DS0201'REFERENCE MARK 2 IS A STANDARD DISK STAMPED 4 F 944 NO 2 1952,
 DS0201'CEMENTED IN A DRILL HOLE IN A ROCK OUTCROP THAT PROJECTS 1 INCH.
 DS0201'IT IS 109 FEET WEST OF THE CENTERLINE OF THE ROAD, 48.1 FEET
 DS0201'SOUTHEAST OF THE WITNESS POST AND 2 FEET LOWER THAN THE STATION
 DS0201'MARK.  THE DISTANCE FROM THE AXIS OF THE TELESCOPE IS 39.15 FEET
 DS0201'OR 11.934 METERS.
 DS0201'
 DS0201'THE AZIMUTH MARK IS A STANDARD DISK STAMPED 4 F 944 AMS 1947 1966,
 DS0201'CEMENTED IN A DRILL HOLE IN A ROCK OUTCROP THAT PROJECTS 2
 DS0201'INCHES.  IT IS 118 FEET WEST OF THE CENTERLINE OF A GRAVELED ROAD,
 DS0201'37.3 FEET SOUTHWEST OF A WITNESS POST AND 2 FEET EAST OF THE
 DS0201'WEST EDGE OF A CLIFF.
 DS0201'
 DS0201'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--17 MILES SOUTH
 DS0201'OF BINGHAM.
 DS0201
 DS0201                          STATION RECOVERY (1968)
 DS0201
 DS0201'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JBJ)
 DS0201'THE STATION MARK, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK WERE
 DS0201'RECOVERED AS DESCRIBED BY J.W. CARPENTER IN 1966.
 DS0201'
 DS0201'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--17 MILES SOUTH OF
 DS0201'BINGHAM
 DS0201
 DS0201                          STATION RECOVERY (1969)
 DS0201
 DS0201'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JGC)
 DS0201'THE STATION MARK, STAMPED 4 F 944 1947, IS ABOUT 7.75 MILES
 DS0201'NORTHWEST ALONG WHITE SANDS MISSILE RANGE ROUTE 12 FROM THE STORE
 DS0201'AT OSCURO, THENCE 20.55 MILES NORTHWEST ALONG WHITE SANDS MISSILE
 DS0201'RANGE ROUTE 9, THENCE 10.2 MILES SOUTHWEST ALONG ROAD NUMBER
 DS0201'332, IN SECTION 6, T 8 S, R 6 E, 116 FEET SOUTHWEST OF THE CENTER
 DS0201'LINE OF THE ROAD, SET IN THE TOP AND 4 FEET NORTHEAST OF THE
 DS0201'EDGE OF A ROCK CLIFF, 9.7 FEET SOUTHEAST OF A METAL WITNESS
 DS0201'POST, AND ABOUT 20 FEET ABOVE THE LEVEL OF THE ROAD.
 DS0201'
 DS0201'R.M. 1, STAMPED 4 F 944 NO 1 1952, IS 28.2 FEET NORTHEAST OF THE
 DS0201'STATION MARK, 88 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD,
 DS0201'SET IN THE TOP AND 32 FEET NORTHEAST OF THE EDGE OF A ROCK CLIFF,
 DS0201'AND ABOUT 4 FEET BELOW THE LEVEL OF THE STATION MARK.
 DS0201'
 DS0201'R.M. 2, STAMPED 4 F 944 NO 2 1952, IS 38.5 FEET SOUTHEAST OF
 DS0201'THE STATION MARK, 90 FEET SOUTHWEST OF THE CENTER LINE OF THE
 DS0201'ROAD, SET IN THE TOP AND 16 FEET NORTHEAST OF THE EDGE OF A ROCK
 DS0201'CLIFF, AND ABOUT 4 FEET BELOW THE LEVEL OF THE STATION MARK.
 DS0201'
 DS0201'THE AZIMUTH MARK, STAMPED 4 F 944 AMS 1947 1966, IS ABOUT 0.2
 DS0201'MILE NORTHWEST ALONG ROAD NUMBER 332 FROM THE STATION MARK, 120
 DS0201'FEET WEST OF THE CENTER LINE OF THE ROAD, SET IN THE TOP AND
 DS0201'3-1/2 FEET EAST OF THE EDGE OF A ROCK CLIFF, 37 FEET SOUTH OF A
 DS0201'METAL WITNESS POST, AND ABOUT 15 FEET ABOVE THE LEVEL OF THE
 DS0201'ROAD.
 DS0201'
 DS0201'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--38.5 MILES
 DS0201'NORTHWEST
 DS0201
 DS0201                          STATION RECOVERY (1969)
 DS0201
 DS0201'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 DS0201'38.5 MI NW FROM OSCURO.
 DS0201'ABOUT 7.75 MILES NORTHWEST ALONG WHITE SANDS MISSILE RANGE ROUTE 12
 DS0201'FROM THE STORE AT OSCURO, THENCE 20.55 MILES NORTHWEST ALONG WHITE
 DS0201'SANDS MISSILE RANGE ROUTE 9, THENCE 10.2 MILES SOUTHWEST ALONG ROAD
 DS0201'NUMBER 332, IN SECTION 6, T 8 S, R 6 E, 116 FEET SOUTHWEST OF THE
 DS0201'CENTER LINE OF THE ROAD, SET IN THE TOP AND 4 FEET NORTHEAST OF THE
 DS0201'EDGE OF A ROCK CLIFF, 9.7 FEET SOUTHEAST OF A METAL WITNESS POST, AND
 DS0201'ABOUT 20 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0200 ***********************************************************************
 DS0200  DESIGNATION -  4 F 944 AZ MK 2
 DS0200  PID         -  DS0200
 DS0200  STATE/COUNTY-  NM/SOCORRO
 DS0200  USGS QUAD   -  OSCURA PEAK (1982)
 DS0200
 DS0200                         *CURRENT SURVEY CONTROL
 DS0200  ___________________________________________________________________
 DS0200* NAD 83(1986)-  33 38 59.     (N)    106 22 23.     (W)     SCALED    
 DS0200* NAVD 88     -      2623.459  (meters)    8607.13   (feet)  ADJUSTED  
 DS0200  ___________________________________________________________________
 DS0200  GEOID HEIGHT-         -21.61  (meters)                     GEOID03
 DS0200  DYNAMIC HT  -        2619.189 (meters)    8593.12  (feet)  COMP
 DS0200  MODELED GRAV-     978,912.6   (mgal)                       NAVD 88
 DS0200
 DS0200  VERT ORDER  -  SECOND    CLASS 0
 DS0200
 DS0200.The horizontal coordinates were scaled from a topographic map and have
 DS0200.an estimated accuracy of +/- 6 seconds.
 DS0200
 DS0200.The orthometric height was determined by differential leveling
 DS0200.and adjusted by the National Geodetic Survey in June 1991..
 DS0200
 DS0200.The geoid height was determined by GEOID03.
 DS0200
 DS0200.The dynamic height is computed by dividing the NAVD 88
 DS0200.geopotential number by the normal gravity value computed on the
 DS0200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0200.degrees latitude (g = 980.6199 gals.).
 DS0200
 DS0200.The modeled gravity was interpolated from observed gravity values.
 DS0200
 DS0200;                    North         East    Units  Estimated Accuracy
 DS0200;SPC NM C     -   293,810.      488,590.      MT  (+/- 180 meters Scaled)
 DS0200
 DS0200                          SUPERSEDED SURVEY CONTROL
 DS0200
 DS0200  NGVD 29 (??/??/92) 2622.462  (m)         8603.86   (f) ADJ UNCH    2 0
 DS0200
 DS0200.Superseded values are not recommended for survey control.
 DS0200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0200.See file dsdata.txt to determine how the superseded data were derived.
 DS0200
 DS0200_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT726241(NAD 83)
 DS0200_MARKER: DZ = AZIMUTH MARK DISK
 DS0200_SETTING: 66 = SET IN ROCK OUTCROP
 DS0200_SP_SET: ROCK CLIFF
 DS0200_STAMPING: 4 F 944 AMS 1947 1966
 DS0200_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DS0200+STABILITY: POSITION/ELEVATION WELL
 DS0200
 DS0200  HISTORY     - Date     Condition        Report By
 DS0200  HISTORY     - 1966     MONUMENTED       CGS
 DS0200  HISTORY     - 1966     GOOD             NGS
 DS0200
 DS0200                          STATION DESCRIPTION
 DS0200
 DS0200'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 DS0200'38.3 MI NW FROM OSCURO.
 DS0200'ABOUT 7.75 MILES NORTHWEST ALONG WHITE SANDS MISSILE RANGE ROUTE 12
 DS0200'FROM THE STORE AT OSCURO, THENCE 20.55 MILES NORTHWEST ALONG WHITE
 DS0200'SANDS MISSILE RANGE ROUTE 9, THENCE 10.0 MILES SOUTHWEST ALONG ROAD
 DS0200'NUMBER 332, IN SECTION 1, T 8 S, R 5 E, 120 FEET WEST OF THE CENTER
 DS0200'LINE OF THE ROAD, SET IN THE TOP AND 3 1/2 FEET EAST OF THE EDGE OF A
 DS0200'ROCK CLIFF, 37 FEET SOUTH OF A METAL WITNESS POST, AND ABOUT 15 FEET
 DS0200'ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0202 ***********************************************************************
 DS0202  DESIGNATION -  4 F 944 RM 1
 DS0202  PID         -  DS0202
 DS0202  STATE/COUNTY-  NM/SOCORRO
 DS0202  USGS QUAD   -  OSCURA PEAK (1982)
 DS0202
 DS0202                         *CURRENT SURVEY CONTROL
 DS0202  ___________________________________________________________________
 DS0202* NAD 83(1986)-  33 38 48.     (N)    106 22 23.     (W)     SCALED    
 DS0202* NAVD 88     -      2632.523  (meters)    8636.87   (feet)  ADJUSTED  
 DS0202  ___________________________________________________________________
 DS0202  GEOID HEIGHT-         -21.62  (meters)                     GEOID03
 DS0202  DYNAMIC HT  -        2628.219 (meters)    8622.75  (feet)  COMP
 DS0202  MODELED GRAV-     978,905.4   (mgal)                       NAVD 88
 DS0202
 DS0202  VERT ORDER  -  SECOND    CLASS 0
 DS0202
 DS0202.The horizontal coordinates were scaled from a topographic map and have
 DS0202.an estimated accuracy of +/- 6 seconds.
 DS0202
 DS0202.The orthometric height was determined by differential leveling
 DS0202.and adjusted by the National Geodetic Survey in June 1991..
 DS0202
 DS0202.The geoid height was determined by GEOID03.
 DS0202
 DS0202.The dynamic height is computed by dividing the NAVD 88
 DS0202.geopotential number by the normal gravity value computed on the
 DS0202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0202.degrees latitude (g = 980.6199 gals.).
 DS0202
 DS0202.The modeled gravity was interpolated from observed gravity values.
 DS0202
 DS0202;                    North         East    Units  Estimated Accuracy
 DS0202;SPC NM C     -   293,470.      488,590.      MT  (+/- 180 meters Scaled)
 DS0202
 DS0202                          SUPERSEDED SURVEY CONTROL
 DS0202
 DS0202  NGVD 29 (??/??/92) 2631.508  (m)         8633.54   (f) ADJ UNCH    2 0
 DS0202
 DS0202.Superseded values are not recommended for survey control.
 DS0202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0202.See file dsdata.txt to determine how the superseded data were derived.
 DS0202
 DS0202_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT726238(NAD 83)
 DS0202_MARKER: DR = REFERENCE MARK DISK
 DS0202_SETTING: 66 = SET IN ROCK OUTCROP
 DS0202_SP_SET: ROCK CLIFF
 DS0202_STAMPING: 4 F 944 NO 1 1952
 DS0202_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DS0202+STABILITY: POSITION/ELEVATION WELL
 DS0202
 DS0202  HISTORY     - Date     Condition        Report By
 DS0202  HISTORY     - 1952     MONUMENTED       CGS
 DS0202  HISTORY     - 1969     GOOD             NGS
 DS0202
 DS0202                          STATION DESCRIPTION
 DS0202
 DS0202'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 DS0202'38.5 MI NW FROM OSCURO.
 DS0202'ABOUT 7.75 MILES NORTHWEST ALONG WHITE SANDS MISSILE RANGE ROUTE 12
 DS0202'FROM THE STORE AT OSCURO, THENCE 20.55 MILES NORTHWEST ALONG WHITE
 DS0202'SANDS MISSILE RANGE ROUTE 9, THENCE 10.2 MILES SOUTHWEST ALONG ROAD
 DS0202'NUMBER 332, IN SECTION 6, T 8 S, R 6 E, 88 FEET SOUTHWEST OF THE
 DS0202'CENTER LINE OF THE ROAD, SET IN THE TOP AND 32 FEET NORTHEAST OF THE
 DS0202'EDGE OF A ROCK CLIFF, 28.2 FEET NORTHEAST OF TRIANGULATION STATION 4 F
 DS0202'944 1947 (USE), AND ABOUT 4 FEET BELOW THE LEVEL OF THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0203 ***********************************************************************
 DS0203  DESIGNATION -  4 F 944 RM 2
 DS0203  PID         -  DS0203
 DS0203  STATE/COUNTY-  NM/SOCORRO
 DS0203  USGS QUAD   -  OSCURA PEAK (1982)
 DS0203
 DS0203                         *CURRENT SURVEY CONTROL
 DS0203  ___________________________________________________________________
 DS0203* NAD 83(1986)-  33 38 47.     (N)    106 22 24.     (W)     SCALED    
 DS0203* NAVD 88     -      2632.753  (meters)    8637.62   (feet)  ADJUSTED  
 DS0203  ___________________________________________________________________
 DS0203  GEOID HEIGHT-         -21.62  (meters)                     GEOID03
 DS0203  DYNAMIC HT  -        2628.451 (meters)    8623.51  (feet)  COMP
 DS0203  MODELED GRAV-     978,905.9   (mgal)                       NAVD 88
 DS0203
 DS0203  VERT ORDER  -  SECOND    CLASS 0
 DS0203
 DS0203.The horizontal coordinates were scaled from a topographic map and have
 DS0203.an estimated accuracy of +/- 6 seconds.
 DS0203
 DS0203.The orthometric height was determined by differential leveling
 DS0203.and adjusted by the National Geodetic Survey in June 1991..
 DS0203
 DS0203.The geoid height was determined by GEOID03.
 DS0203
 DS0203.The dynamic height is computed by dividing the NAVD 88
 DS0203.geopotential number by the normal gravity value computed on the
 DS0203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0203.degrees latitude (g = 980.6199 gals.).
 DS0203
 DS0203.The modeled gravity was interpolated from observed gravity values.
 DS0203
 DS0203;                    North         East    Units  Estimated Accuracy
 DS0203;SPC NM C     -   293,440.      488,560.      MT  (+/- 180 meters Scaled)
 DS0203
 DS0203                          SUPERSEDED SURVEY CONTROL
 DS0203
 DS0203  NGVD 29 (??/??/92) 2631.741  (m)         8634.30   (f) ADJ UNCH    2 0
 DS0203
 DS0203.Superseded values are not recommended for survey control.
 DS0203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0203.See file dsdata.txt to determine how the superseded data were derived.
 DS0203
 DS0203_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT726237(NAD 83)
 DS0203_MARKER: DR = REFERENCE MARK DISK
 DS0203_SETTING: 66 = SET IN ROCK OUTCROP
 DS0203_SP_SET: ROCK CLIFF
 DS0203_STAMPING: 4 F 944 NO 2 1952
 DS0203_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DS0203+STABILITY: POSITION/ELEVATION WELL
 DS0203
 DS0203  HISTORY     - Date     Condition        Report By
 DS0203  HISTORY     - 1952     MONUMENTED       CGS
 DS0203  HISTORY     - 1969     GOOD             NGS
 DS0203
 DS0203                          STATION DESCRIPTION
 DS0203
 DS0203'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 DS0203'38.5 MI NW FROM OSCURO.
 DS0203'ABOUT 7.75 MILES NORTHWEST ALONG WHITE SANDS MISSILE RANGE ROUTE 12
 DS0203'FROM THE STORE AT OSCURO, THENCE 20.55 MILES NORTHWEST ALONG WHITE
 DS0203'SANDS MISSILE RANGE ROUTE 9, THENCE 10.2 MILES SOUTHWEST ALONG ROAD
 DS0203'NUMBER 332, IN SECTION 6, T 8 S, R 6 E, 90 FEET SOUTHWEST OF THE
 DS0203'CENTER LINE OF THE ROAD, SET IN THE TOP AND 16 FEET NORTHEAST OF THE
 DS0203'EDGE OF A ROCK CLIFF, 38.5 FEET SOUTHEAST OF TRIANGULATION STATION 4 F
 DS0203'944 1947 (USE), AND ABOUT 4 FEET BELOW THE LEVEL OF THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0188 ***********************************************************************
 DS0188  DESIGNATION -  4 F 945
 DS0188  PID         -  DS0188
 DS0188  STATE/COUNTY-  NM/SOCORRO
 DS0188  USGS QUAD   -  GARDEN SPRING CANYON (1982)
 DS0188
 DS0188                         *CURRENT SURVEY CONTROL
 DS0188  ___________________________________________________________________
 DS0188* NAD 83(1986)-  33 45 09.     (N)    106 22 21.     (W)     SCALED    
 DS0188* NAVD 88     -      2438.778  (meters)    8001.22   (feet)  ADJUSTED  
 DS0188  ___________________________________________________________________
 DS0188  GEOID HEIGHT-         -21.40  (meters)                     GEOID03
 DS0188  DYNAMIC HT  -        2434.901 (meters)    7988.50  (feet)  COMP
 DS0188  MODELED GRAV-     978,957.9   (mgal)                       NAVD 88
 DS0188
 DS0188  VERT ORDER  -  SECOND    CLASS 0
 DS0188
 DS0188.The horizontal coordinates were scaled from a topographic map and have
 DS0188.an estimated accuracy of +/- 6 seconds.
 DS0188
 DS0188.The orthometric height was determined by differential leveling
 DS0188.and adjusted by the National Geodetic Survey in June 1991..
 DS0188
 DS0188.The geoid height was determined by GEOID03.
 DS0188
 DS0188.The dynamic height is computed by dividing the NAVD 88
 DS0188.geopotential number by the normal gravity value computed on the
 DS0188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0188.degrees latitude (g = 980.6199 gals.).
 DS0188
 DS0188.The modeled gravity was interpolated from observed gravity values.
 DS0188
 DS0188;                    North         East    Units  Estimated Accuracy
 DS0188;SPC NM C     -   305,210.      488,650.      MT  (+/- 180 meters Scaled)
 DS0188
 DS0188                          SUPERSEDED SURVEY CONTROL
 DS0188
 DS0188  NGVD 29 (??/??/92) 2437.838  (m)         7998.14   (f) ADJ UNCH    2 0
 DS0188
 DS0188.Superseded values are not recommended for survey control.
 DS0188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0188.See file dsdata.txt to determine how the superseded data were derived.
 DS0188
 DS0188_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT728355(NAD 83)
 DS0188_MARKER: DD = SURVEY DISK
 DS0188_SETTING: 66 = SET IN ROCK OUTCROP
 DS0188_SP_SET: ROCK CLIFF
 DS0188_STAMPING: 4 F 945 1947
 DS0188_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DS0188+STABILITY: POSITION/ELEVATION WELL
 DS0188
 DS0188  HISTORY     - Date     Condition        Report By
 DS0188  HISTORY     - 1947     MONUMENTED       AMS
 DS0188  HISTORY     - 1969     GOOD             NGS
 DS0188
 DS0188                          STATION DESCRIPTION
 DS0188
 DS0188'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 DS0188'32.75 MI NW FROM OSCURO.
 DS0188'ABOUT 7.75 MILES NORTHWEST ALONG WHITE SANDS MISSILE RANGE ROUTE 12
 DS0188'FROM THE STORE AT OSCURO, THENCE 20.55 MILES NORTHWEST ALONG WHITE
 DS0188'SANDS MISSILE RANGE ROUTE 9, THENCE 2.75 MILES SOUTHWEST ALONG ROAD
 DS0188'NUMBER 332, THENCE 1.75 MILES NORTHWEST ALONG A GRAVELED ROAD, 56 1/2
 DS0188'FEET NORTHWEST OF CONCRETE BLOCK BUILDING NUMBER 33200, SET IN THE TOP
 DS0188'AND 6 1/2 FEET NORTHEAST OF THE EDGE OF A ROCK CLIFF, AND ABOUT LEVEL
 DS0188'WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0189 ***********************************************************************
 DS0189  DESIGNATION -  4 F 945 RM 1
 DS0189  PID         -  DS0189
 DS0189  STATE/COUNTY-  NM/SOCORRO
 DS0189  USGS QUAD   -  GARDEN SPRING CANYON (1982)
 DS0189
 DS0189                         *CURRENT SURVEY CONTROL
 DS0189  ___________________________________________________________________
 DS0189* NAD 83(1986)-  33 45 09.     (N)    106 22 21.     (W)     SCALED    
 DS0189* NAVD 88     -      2438.713  (meters)    8001.01   (feet)  ADJUSTED  
 DS0189  ___________________________________________________________________
 DS0189  GEOID HEIGHT-         -21.40  (meters)                     GEOID03
 DS0189  DYNAMIC HT  -        2434.837 (meters)    7988.29  (feet)  COMP
 DS0189  MODELED GRAV-     978,957.9   (mgal)                       NAVD 88
 DS0189
 DS0189  VERT ORDER  -  SECOND    CLASS 0
 DS0189
 DS0189.The horizontal coordinates were scaled from a topographic map and have
 DS0189.an estimated accuracy of +/- 6 seconds.
 DS0189
 DS0189.The orthometric height was determined by differential leveling
 DS0189.and adjusted by the National Geodetic Survey in June 1991..
 DS0189
 DS0189.The geoid height was determined by GEOID03.
 DS0189
 DS0189.The dynamic height is computed by dividing the NAVD 88
 DS0189.geopotential number by the normal gravity value computed on the
 DS0189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0189.degrees latitude (g = 980.6199 gals.).
 DS0189
 DS0189.The modeled gravity was interpolated from observed gravity values.
 DS0189
 DS0189;                    North         East    Units  Estimated Accuracy
 DS0189;SPC NM C     -   305,210.      488,650.      MT  (+/- 180 meters Scaled)
 DS0189
 DS0189                          SUPERSEDED SURVEY CONTROL
 DS0189
 DS0189  NGVD 29 (??/??/92) 2437.773  (m)         7997.93   (f) ADJ UNCH    2 0
 DS0189
 DS0189.Superseded values are not recommended for survey control.
 DS0189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0189.See file dsdata.txt to determine how the superseded data were derived.
 DS0189
 DS0189_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT728355(NAD 83)
 DS0189_MARKER: DR = REFERENCE MARK DISK
 DS0189_SETTING: 66 = SET IN ROCK OUTCROP
 DS0189_SP_SET: ROCK CLIFF
 DS0189_STAMPING: 4 F 945 NO 1 WSPG
 DS0189_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DS0189+STABILITY: POSITION/ELEVATION WELL
 DS0189
 DS0189  HISTORY     - Date     Condition        Report By
 DS0189  HISTORY     - UNK      MONUMENTED       WSMR
 DS0189  HISTORY     - 1969     GOOD             NGS
 DS0189
 DS0189                          STATION DESCRIPTION
 DS0189
 DS0189'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 DS0189'32.75 MI NW FROM OSCURO.
 DS0189'ABOUT 7.75 MILES NORTHWEST ALONG WHITE SANDS MISSILE RANGE ROUTE 12
 DS0189'FROM THE STORE AT OSCURO, THENCE 20.55 MILES NORTHWEST ALONG WHITE
 DS0189'SANDS MISSILE RANGE ROUTE 9, THENCE 2.75 MILES SOUTHWEST ALONG ROAD
 DS0189'NUMBER 332, THENCE 1.75 MILES NORTHWEST ALONG A GRAVELED ROAD, 73 1/2
 DS0189'FEET WEST OF THE NORTH CORNER OF BUILDING NUMBER 33200, SET IN THE TOP
 DS0189'AND 6 FEET NORTHEAST OF THE EDGE OF A ROCK CLIFF, AND 16 FEET
 DS0189'NORTHWEST OF TRIANGULATION STATION 4 F 945 1947 (AMS).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0187 ***********************************************************************
 DS0187  DESIGNATION -  4 F 945 RM 2
 DS0187  PID         -  DS0187
 DS0187  STATE/COUNTY-  NM/SOCORRO
 DS0187  USGS QUAD   -  GARDEN SPRING CANYON (1982)
 DS0187
 DS0187                         *CURRENT SURVEY CONTROL
 DS0187  ___________________________________________________________________
 DS0187* NAD 83(1986)-  33 45 09.     (N)    106 22 21.     (W)     SCALED    
 DS0187* NAVD 88     -      2438.341  (meters)    7999.79   (feet)  ADJUSTED  
 DS0187  ___________________________________________________________________
 DS0187  GEOID HEIGHT-         -21.40  (meters)                     GEOID03
 DS0187  DYNAMIC HT  -        2434.466 (meters)    7987.08  (feet)  COMP
 DS0187  MODELED GRAV-     978,957.9   (mgal)                       NAVD 88
 DS0187
 DS0187  VERT ORDER  -  SECOND    CLASS 0
 DS0187
 DS0187.The horizontal coordinates were scaled from a topographic map and have
 DS0187.an estimated accuracy of +/- 6 seconds.
 DS0187
 DS0187.The orthometric height was determined by differential leveling
 DS0187.and adjusted by the National Geodetic Survey in June 1991..
 DS0187
 DS0187.The geoid height was determined by GEOID03.
 DS0187
 DS0187.The dynamic height is computed by dividing the NAVD 88
 DS0187.geopotential number by the normal gravity value computed on the
 DS0187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0187.degrees latitude (g = 980.6199 gals.).
 DS0187
 DS0187.The modeled gravity was interpolated from observed gravity values.
 DS0187
 DS0187;                    North         East    Units  Estimated Accuracy
 DS0187;SPC NM C     -   305,210.      488,650.      MT  (+/- 180 meters Scaled)
 DS0187
 DS0187                          SUPERSEDED SURVEY CONTROL
 DS0187
 DS0187  NGVD 29 (??/??/92) 2437.402  (m)         7996.71   (f) ADJ UNCH    2 0
 DS0187
 DS0187.Superseded values are not recommended for survey control.
 DS0187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0187.See file dsdata.txt to determine how the superseded data were derived.
 DS0187
 DS0187_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT728355(NAD 83)
 DS0187_MARKER: DR = REFERENCE MARK DISK
 DS0187_SETTING: 66 = SET IN ROCK OUTCROP
 DS0187_SP_SET: ROCK CLIFF
 DS0187_STAMPING: 4F 945 NO 2 WSPG
 DS0187_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DS0187+STABILITY: POSITION/ELEVATION WELL
 DS0187
 DS0187  HISTORY     - Date     Condition        Report By
 DS0187  HISTORY     - UNK      MONUMENTED       WSMR
 DS0187  HISTORY     - 1969     GOOD             NGS
 DS0187
 DS0187                          STATION DESCRIPTION
 DS0187
 DS0187'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 DS0187'32.75 MI NW FROM OSCURO.
 DS0187'ABOUT 7.75 MILES NORTHWEST ALONG WHITE SANDS MISSILE RANGE ROUTE 12
 DS0187'FROM THE STORE AT OSCURO, THENCE 20.55 MILES NORTHWEST ALONG WHITE
 DS0187'SANDS MISSILE RANGE ROUTE 9, THENCE 2.75 MILES SOUTHWEST ALONG ROAD
 DS0187'NUMBER 332, THENCE 1.75 MILES NORTHWEST ALONG A GRAVELED ROAD, 48 FEET
 DS0187'WEST OF THE NORTH CORNER OF BUILDING NUMBER 33200, SET IN THE TOP AND
 DS0187'26 FEET NORTHEAST OF THE EDGE OF A ROCK CLIFF, AND 16.4 FEET NORTHEAST
 DS0187'OF TRIANGULATION STATION 4 F 945 1947 (AMS).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0497 ***********************************************************************
 DS0497  DESIGNATION -  4 F 952
 DS0497  PID         -  DS0497
 DS0497  STATE/COUNTY-  NM/SOCORRO
 DS0497  USGS QUAD   -  LUMLEY LAKE (1982)
 DS0497
 DS0497                         *CURRENT SURVEY CONTROL
 DS0497  ___________________________________________________________________
 DS0497* NAD 83(1992)-  33 03 28.21199(N)    106 27 47.73741(W)     ADJUSTED  
 DS0497* NAVD 88     -      1225.665  (meters)    4021.20   (feet)  ADJUSTED  
 DS0497  ___________________________________________________________________
 DS0497  LAPLACE CORR-          -2.10  (seconds)                    DEFLEC99
 DS0497  GEOID HEIGHT-         -23.16  (meters)                     GEOID03
 DS0497  DYNAMIC HT  -        1223.893 (meters)    4015.39  (feet)  COMP
 DS0497  MODELED GRAV-     979,150.0   (mgal)                       NAVD 88
 DS0497
 DS0497  HORZ ORDER  -  FIRST
 DS0497  VERT ORDER  -  SECOND    CLASS 0
 DS0497
 DS0497.The horizontal coordinates were established by classical geodetic methods
 DS0497.and adjusted by the National Geodetic Survey in December 1993..
 DS0497
 DS0497.The orthometric height was determined by differential leveling
 DS0497.and adjusted by the National Geodetic Survey in June 1991..
 DS0497
 DS0497.The Laplace correction was computed from DEFLEC99 derived deflections.
 DS0497
 DS0497.The geoid height was determined by GEOID03.
 DS0497
 DS0497.The dynamic height is computed by dividing the NAVD 88
 DS0497.geopotential number by the normal gravity value computed on the
 DS0497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0497.degrees latitude (g = 980.6199 gals.).
 DS0497
 DS0497.The modeled gravity was interpolated from observed gravity values.
 DS0497
 DS0497;                    North         East     Units Scale Factor Converg.
 DS0497;SPC NM C     -   228,185.492   480,085.117   MT  0.99990489   -0 06 58.8
 DS0497;SPC NM C     -   748,638.57  1,575,079.25   sFT  0.99990489   -0 06 58.8
 DS0497;UTM  13      - 3,658,650.423   363,391.503   MT  0.99983010   -0 47 53.9
 DS0497
 DS0497!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS0497!SPC NM C     -   0.99981124  x   0.99990489  =   0.99971615
 DS0497!UTM  13      -   0.99981124  x   0.99983010  =   0.99964137
 DS0497
 DS0497:                Primary Azimuth Mark                     Grid Az
 DS0497:SPC NM C     -  4 F 952 AZ MK                            038 07 07.6
 DS0497:UTM  13      -  4 F 952 AZ MK                            038 48 02.7
 DS0497
 DS0497|---------------------------------------------------------------------|
 DS0497| PID    Reference Object                     Distance      Geod. Az  |
 DS0497|                                                           dddmmss.s |
 DS0497| DS0498 4 F 952 AZ MK                                      0380008.8 |
 DS0497| CD1473 4 F 952 RM 1                         16.174 METERS 12633     |
 DS0497| CD1474 4 F 952 RM 2                         26.096 METERS 35023     |
 DS0497|---------------------------------------------------------------------|
 DS0497
 DS0497                          SUPERSEDED SURVEY CONTROL
 DS0497
 DS0497  NAD 83(1986)-  33 03 28.21864(N)    106 27 47.74006(W) AD(       ) 1
 DS0497  NAD 27      -  33 03 27.92224(N)    106 27 45.72292(W) AD(       ) 1
 DS0497  NGVD 29 (??/??/92) 1225.052  (m)         4019.19   (f) ADJ UNCH    2 0
 DS0497
 DS0497.Superseded values are not recommended for survey control.
 DS0497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0497.See file dsdata.txt to determine how the superseded data were derived.
 DS0497
 DS0497_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS6339258650(NAD 83)
 DS0497_MARKER: DD = SURVEY DISK
 DS0497_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0497_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0497_STAMPING: 4F 952 1946
 DS0497_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0497+STABILITY: SURFACE MOTION
 DS0497
 DS0497  HISTORY     - Date     Condition        Report By
 DS0497  HISTORY     - 1964     MONUMENTED       AMS
 DS0497  HISTORY     - 1964     GOOD             NGS
 DS0497  HISTORY     - 1968     GOOD             CGS
 DS0497  HISTORY     - 1968     GOOD             NGS
 DS0497  HISTORY     - 1969     GOOD             CGS
 DS0497
 DS0497                          STATION DESCRIPTION
 DS0497
 DS0497'DESCRIBED BY US ARMY MAP SERVICE (NOW DMA) 1964 (WRH)
 DS0497'THE STATION IS LOCATED ON A LOW KNOLL ABOUT 25 MILES WEST OF
 DS0497'TULAROSA, ABOUT 5 MILES EAST OF WSMR ROUTE 7 AND ABOUT 5 MILES SOUTH
 DS0497'OF STATE HIGHWAY 52.
 DS0497'
 DS0497'STATION MARK IS AN AMS DISK SET IN A SQUARE 4 INCH CONCRETE POST,
 DS0497'19.2 FEET SOUTHWEST OF THE NORTHWEST CORNER OF A 20 X 25 FT CONCRETE
 DS0497'PAD, 6.48 FT NORTHWEST OF THE NORTHEAST CORNER OF BUILDING S-30391
 DS0497'AND 3.5 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A 5 X 8 FT
 DS0497'CONCRETE PAD.
 DS0497'
 DS0497'THE AZIMUTH MARK IS A STANDARD WSPG DISK SET IN A ROUND 6 INCH
 DS0497'CONCRETE CYLINDER, ABOUT 225 FEET EAST OF A POWER LINE AND ABOUT
 DS0497'150 FEET WEST OF A GRAVELED ROAD.  IT IS STAMPED 4F952 AND PROJECTS
 DS0497'5 INCHES.
 DS0497'
 DS0497'NO REFERENCE MARKS WERE SET AT THE STATION.
 DS0497'
 DS0497'TO REACH THE STATION FROM WHITE SANDS MISSILE RANGE HEADQUARTERS
 DS0497'BUILDING GO NORTH ON HEADQUARTERS AVENUE FOR 4.0 MILES, PASSING
 DS0497'THROUGH A MILITARY POLICE CHECKPOINT, TO U. S. HIGHWAY 70, TURN
 DS0497'RIGHT AND GO EAST AND NORTHEAST ON U. S. HIGHWAY 70 FOR 4.5 MILES
 DS0497'TO WSMR ROUTE 7 ON THE LEFT, TURN LEFT AND GO WEST AND NORTH ON
 DS0497'WSMR ROUTE 7, PASSING THROUGH A GUARD GATE, FOR 48.9 MILES TO
 DS0497'THE INTERSECTION OF WSMR ROUTE 7 AND STATE HIGHWAY 52
 DS0497'(NOTE--THIS IS KNOWN AS POLE 1788), TURN RIGHT AND GO EAST ON
 DS0497'STATE HIGHWAY 52 FOR 3.7 MILES TO A GRAVELED ROAD ON THE RIGHT,
 DS0497'TURN RIGHT AND GO SOUTH ON GRAVELED ROAD FOR 4.6 MILES TO
 DS0497'BUILDING S-30391 AND THE STATION AS DESCRIBED.  THIS SITE IS KNOWN
 DS0497'AS SW-50.
 DS0497'
 DS0497'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTH ON GRAVELED
 DS0497'ROAD FOR 0.95 MILE, TURN LEFT AND GO WEST ABOUT 150 FEET TO THE MARK
 DS0497'AS DESCRIBED.
 DS0497'
 DS0497'HEIGHT OF LIGHT ABOVE STATION MARK 4.5 METERS.
 DS0497
 DS0497                          STATION RECOVERY (1964)
 DS0497
 DS0497'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DS0497'27 MI W FROM TULAROSA.
 DS0497'TO REACH FROM THE POST OFFICE IN TULAROSA, GO WEST ON HIGHWAY 52 FOR 8
 DS0497'MILES TO ITS JUNCTION WITH WSMR 9, CONTINUE WEST ON HIGHWAY 52 (WSMR
 DS0497'6) FOR 17 MILES TO A SIDE ROAD LEFT, SOUTH TO SOUTHWEST 50, TURN LEFT
 DS0497'AND GO 4.7 MILES TO THE MARK ON THE RIGHT AT SOUTHWEST 50. THE BENCH
 DS0497'MARK IS A USE DISK SET IN THE TOP OF AN 11 INCH SQUARE CONCRETE POST,
 DS0497'142 FEET NORTHEAST OF THE NORTHWEST CORNER OF A TIN BUILDING, 6.5 FEET
 DS0497'NORTHWEST OF THE NORTHEAST CORNER.  IT IS STAMPED 4F 952 1946 AND
 DS0497'PROJECTS 2 INCHES.
 DS0497
 DS0497                          STATION RECOVERY (1968)
 DS0497
 DS0497'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JBJ)
 DS0497'THE STATION IS ABOUT 25 MILES WEST OF TULAROSA, 7 MILES
 DS0497'SOUTH-SOUTHEAST OF RHODES CANYON RANGE CENTER AND NEAR AN ASTRODOME
 DS0497'INSTALLATION.
 DS0497'
 DS0497'TO REACH THE STATION FROM THE POST OFFICE IN TULAROSA, GO WESTERLY
 DS0497'ON STATE HIGHWAY 52 FOR 1.25 MILES TO A T-ROAD, ABOUT 100 FEET WEST
 DS0497'OF A RAILROAD CROSSING.  TURN RIGHT AND GO NORTH AND THEN WESTERLY
 DS0497'ON STATE HIGHWAY 52 FOR 6.8 MILES TO A CROSSROADS AND GUARD SHACK
 DS0497'ON THE LEFT.  CONTINUE WESTERLY ON THE MAIN PAVED ROAD FOR 12.8
 DS0497'MILES TO A SIDE ROAD RIGHT AND SIGN SALT SOTIM.  CONTINUE WESTERLY
 DS0497'ON THE PAVED ROAD FOR 4.8 MILES TO ROAD NUMBER 304 ON THE LEFT.
 DS0497'TURN LEFT AND GO SOUTH AND SOUTHWEST ON THE MAIN GRAVELED ROAD FOR
 DS0497'3.6 MILES TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE SOUTHWEST
 DS0497'ON THE GRAVELED ROAD FOR 1.0 MILE TO BUILDING NUMBER S
 DS0497'30391 AND THE STATION.
 DS0497'
 DS0497'THE STATION MARK IS A CORPS OF ENGINEERS STATION MARK DISK, STAMPED
 DS0497'4 F 952 1946, SET IN THE TOP OF A 6 INCH SQUARE CONCRETE POST, THAT
 DS0497'PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS 25.7 FEET WEST OF THE
 DS0497'WEST SIDE OF AN ASTRODOME AND 6.5 FEET NORTHWEST OF THE NORTHEAST
 DS0497'CORNER OF BUILDING NUMBER S 30391.
 DS0497'
 DS0497'REFERENCE MARK 1 IS A STANDARD DISK STAMPED 4 F 952 NO 1 1968,
 DS0497'CEMENTED IN A DRILL HOLE IN THE SOUTHEAST CORNER OF A 14 BY 28 FEET
 DS0497'CONCRETE PAD.  IT IS 47.9 FEET SOUTHEAST OF THE NORTHEAST CORNER
 DS0497'OF BUILDING NUMBER S 30391, 18.9 FEET SOUTH OF THE SOUTH SIDE OF
 DS0497'THE ASTRODOME AND ABOUT THE SAME ELEVATION AS THE STATION.
 DS0497'
 DS0497'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED 4 F 952 NO 2 1968, SET
 DS0497'IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 DS0497'PROJECTS 6 INCHES ABOVE THE GROUND.  IT IS 94.1 FEET NORTH OF THE
 DS0497'NORTHEAST CORNER OF BUILDING NUMBER S 30391, 94.1 FEET NORTHEAST
 DS0497'OF THE ASTRODOME AND ABOUT THE SAME ELEVATION AS THE STATION.
 DS0497'
 DS0497'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED 4 F 952, SET IN THE TOP
 DS0497'OF A 12 INCH SQUARE CONCRETE POST, THAT PROJECTS 2 INCHES ABOVE THE
 DS0497'GROUND.  IT IS 158 FEET WEST-NORTHWEST OF THE CENTERLINE OF THE
 DS0497'GRAVELED ROAD, 33 FEET EAST-SOUTHEAST OF THE CENTERLINE OF A TRACK
 DS0497'ROAD AND 1.5 FEET EAST-SOUTHEAST OF A WITNESS POST.
 DS0497'
 DS0497'THE DISTANCE BETWEEN THE REFERENCE MARKS WAS NOT MEASURED BECAUSE
 DS0497'OF OBSTRUCTIONS.
 DS0497
 DS0497                          STATION RECOVERY (1968)
 DS0497
 DS0497'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 DS0497'RECOVERED IN GOOD CONDITION.
 DS0497
 DS0497                          STATION RECOVERY (1969)
 DS0497
 DS0497'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JD)
 DS0497'STATION RECOVERED AS DESCRIBED.
 DS0497'
 DS0497'AZIMUTH MARK WAS NOT SEARCHED FOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0498 ***********************************************************************
 DS0498  DESIGNATION -  4 F 952 AZ MK
 DS0498  PID         -  DS0498
 DS0498  STATE/COUNTY-  NM/SIERRA
 DS0498  USGS QUAD   -  LUMLEY LAKE (1982)
 DS0498
 DS0498                         *CURRENT SURVEY CONTROL
 DS0498  ___________________________________________________________________
 DS0498* NAD 83(1986)-  33 04 08.     (N)    106 27 07.     (W)     SCALED    
 DS0498* NAVD 88     -      1212.523  (meters)    3978.09   (feet)  ADJUSTED  
 DS0498  ___________________________________________________________________
 DS0498  GEOID HEIGHT-         -23.16  (meters)                     GEOID03
 DS0498  DYNAMIC HT  -        1210.768 (meters)    3972.33  (feet)  COMP
 DS0498  MODELED GRAV-     979,148.5   (mgal)                       NAVD 88
 DS0498
 DS0498  VERT ORDER  -  SECOND    CLASS 0
 DS0498
 DS0498.The horizontal coordinates were scaled from a topographic map and have
 DS0498.an estimated accuracy of +/- 6 seconds.
 DS0498
 DS0498.The orthometric height was determined by differential leveling
 DS0498.and adjusted by the National Geodetic Survey in June 1991..
 DS0498
 DS0498.The geoid height was determined by GEOID03.
 DS0498
 DS0498.The dynamic height is computed by dividing the NAVD 88
 DS0498.geopotential number by the normal gravity value computed on the
 DS0498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0498.degrees latitude (g = 980.6199 gals.).
 DS0498
 DS0498.The modeled gravity was interpolated from observed gravity values.
 DS0498
 DS0498;                    North         East    Units  Estimated Accuracy
 DS0498;SPC NM W     -   230,240.      958,990.      MT  (+/- 180 meters Scaled)
 DS0498
 DS0498                          SUPERSEDED SURVEY CONTROL
 DS0498
 DS0498  NGVD 29 (??/??/92) 1211.907  (m)         3976.06   (f) ADJ UNCH    2 0
 DS0498
 DS0498.Superseded values are not recommended for survey control.
 DS0498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0498.See file dsdata.txt to determine how the superseded data were derived.
 DS0498
 DS0498_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS644598(NAD 83)
 DS0498_MARKER: DZ = AZIMUTH MARK DISK
 DS0498_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0498_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0498_STAMPING: 4F952
 DS0498_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0498+STABILITY: SURFACE MOTION
 DS0498
 DS0498  HISTORY     - Date     Condition        Report By
 DS0498  HISTORY     - UNK      MONUMENTED       WSMR
 DS0498  HISTORY     - 1964     GOOD             NGS
 DS0498  HISTORY     - 1968     GOOD             NGS
 DS0498
 DS0498                          STATION DESCRIPTION
 DS0498
 DS0498'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 DS0498'26.5 MI W FROM TULAROSA.
 DS0498'TO REACH FROM THE POST OFFICE IN TULAROSA, GO WEST ON HIGHWAY 52 FOR 8
 DS0498'MILES TO ITS JUNCTION WITH WSMR 9, CONTINUE WEST ON HIGHWAY 52 (WSMR
 DS0498'6) FOR 17 MILES A SIDE ROAD LEFT, SOUTH TO SOUTHWEST 50, TURN LEFT AND
 DS0498'GO 3.7 MILES TO THE MARK ON THE RIGHT, NORTH SIDE OF THE ROAD. THE
 DS0498'AZIMUTH MARK IS A STANDARD WSPG AZIMUTH MARK DISK SET IN THE TOP OF A
 DS0498'ROUND 6 INCH REINFORCED CONCRETE POST, 150 FEET NORTH OF A BLADED
 DS0498'ROAD, 2 FEET EAST OF A WITNESS POST.  IT IS STAMPED 4F952 AND PROJECTS
 DS0498'6 INCHES.
 DS0498
 DS0498                          STATION RECOVERY (1968)
 DS0498
 DS0498'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 DS0498'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0506 ***********************************************************************
 DS0506  DESIGNATION -  4 F 953
 DS0506  PID         -  DS0506
 DS0506  STATE/COUNTY-  NM/SIERRA
 DS0506  USGS QUAD   -  TIP TOP CANYON (1981)
 DS0506
 DS0506                         *CURRENT SURVEY CONTROL
 DS0506  ___________________________________________________________________
 DS0506* NAD 83(1986)-  33 10 21.     (N)    106 30 15.     (W)     SCALED    
 DS0506* NAVD 88     -      1245.431  (meters)    4086.05   (feet)  ADJUSTED  
 DS0506  ___________________________________________________________________
 DS0506  GEOID HEIGHT-         -22.84  (meters)                     GEOID03
 DS0506  DYNAMIC HT  -        1243.646 (meters)    4080.20  (feet)  COMP
 DS0506  MODELED GRAV-     979,161.0   (mgal)                       NAVD 88
 DS0506
 DS0506  VERT ORDER  -  SECOND    CLASS 0
 DS0506
 DS0506.The horizontal coordinates were scaled from a topographic map and have
 DS0506.an estimated accuracy of +/- 6 seconds.
 DS0506
 DS0506.The orthometric height was determined by differential leveling
 DS0506.and adjusted by the National Geodetic Survey in June 1991..
 DS0506
 DS0506.The geoid height was determined by GEOID03.
 DS0506
 DS0506.The dynamic height is computed by dividing the NAVD 88
 DS0506.geopotential number by the normal gravity value computed on the
 DS0506.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0506.degrees latitude (g = 980.6199 gals.).
 DS0506
 DS0506.The modeled gravity was interpolated from observed gravity values.
 DS0506
 DS0506;                    North         East    Units  Estimated Accuracy
 DS0506;SPC NM W     -   241,670.      953,970.      MT  (+/- 180 meters Scaled)
 DS0506
 DS0506                          SUPERSEDED SURVEY CONTROL
 DS0506
 DS0506  NGVD 29 (??/??/92) 1244.817  (m)         4084.04   (f) ADJ UNCH    2 0
 DS0506
 DS0506.Superseded values are not recommended for survey control.
 DS0506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0506.See file dsdata.txt to determine how the superseded data were derived.
 DS0506
 DS0506_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS597714(NAD 83)
 DS0506_MARKER: DS = TRIANGULATION STATION DISK
 DS0506_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0506_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0506_STAMPING: 4F 953 1946
 DS0506_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0506+STABILITY: SURFACE MOTION
 DS0506
 DS0506  HISTORY     - Date     Condition        Report By
 DS0506  HISTORY     - 1946     MONUMENTED       AMS
 DS0506  HISTORY     - 1967     GOOD             NGS
 DS0506
 DS0506                          STATION DESCRIPTION
 DS0506
 DS0506'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DS0506'30.3 MI W FROM TULAROSA.
 DS0506'TO REACH THE STATION FROM THE POST OFFICE IN TULAROSA, GO WEST ON
 DS0506'HIGHWAY 52 (WSMR ROUTE 6) FOR 8 MILES TO THE JUNCTION WITH WSMR 9.
 DS0506'CONTINUE WEST ON WSMR 6 FOR 21.1 MILES TO THE JUNCTION WITH WSMR 7.
 DS0506'CONTINUE WEST ON WSMR 6 FOR 0.6 MILE TO A SIDE ROAD ON THE RIGHT.
 DS0506'CONTINUE WEST ON WSMR 6 FOR 0.6 MILE TO A BLADED TRAIL ON THE RIGHT
 DS0506'AND THE STATION ON THE LEFT, SOUTH OF THE HIGHWAY.  THE STATION IS A
 DS0506'STANDARD USE TRIANGULATION STATION DISK SET IN THE TOP OF A 6X6 SQUARE
 DS0506'CONCRETE POST WHICH PROJECTS 8 INCHES.  IT IS 66 FEET SOUTH OF THE
 DS0506'CENTER OF WSMR 6 AND 2 FEET NORTH OF A STEEL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0234 ***********************************************************************
 CW0234  DESIGNATION -  4 H
 CW0234  PID         -  CW0234
 CW0234  STATE/COUNTY-  NM/EDDY
 CW0234  USGS QUAD   -  KITCHEN COVE (1985)
 CW0234
 CW0234                         *CURRENT SURVEY CONTROL
 CW0234  ___________________________________________________________________
 CW0234* NAD 83(1986)-  32 19 52.     (N)    104 15 52.     (W)     SCALED    
 CW0234* NAVD 88     -       995.498  (meters)    3266.06   (feet)  POSTED    
 CW0234  ___________________________________________________________________
 CW0234  GEOID HEIGHT-         -24.40  (meters)                     GEOID03
 CW0234  DYNAMIC HT  -         994.070 (meters)    3261.38  (feet)  COMP
 CW0234  MODELED GRAV-     979,166.5   (mgal)                       NAVD 88
 CW0234
 CW0234  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 CW0234
 CW0234.This mark is at Cavern City Air Terminal Airport (CNM)
 CW0234
 CW0234.The horizontal coordinates were scaled from a topographic map and have
 CW0234.an estimated accuracy of +/- 6 seconds.
 CW0234
 CW0234.The orthometric height was determined by differential leveling
 CW0234.and adjusted by the National Geodetic Survey in 1992..
 CW0234.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 CW0234.rate of 0.0 thru 1.0 mm/km.
 CW0234
 CW0234.The geoid height was determined by GEOID03.
 CW0234
 CW0234.The dynamic height is computed by dividing the NAVD 88
 CW0234.geopotential number by the normal gravity value computed on the
 CW0234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0234.degrees latitude (g = 980.6199 gals.).
 CW0234
 CW0234.The modeled gravity was interpolated from observed gravity values.
 CW0234
 CW0234;                    North         East    Units  Estimated Accuracy
 CW0234;SPC NM E     -   147,580.      171,490.      MT  (+/- 180 meters Scaled)
 CW0234
 CW0234                          SUPERSEDED SURVEY CONTROL
 CW0234
 CW0234  NGVD 29 (??/??/92)  995.01   (m)         3264.5    (f) COMPUTED    1 2
 CW0234
 CW0234.Superseded values are not recommended for survey control.
 CW0234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0234.See file dsdata.txt to determine how the superseded data were derived.
 CW0234
 CW0234_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SER692773(NAD 83)
 CW0234_MARKER: N = NAIL
 CW0234_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CW0234_SP_SET: RUNWAY
 CW0234_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CW0234
 CW0234  HISTORY     - Date     Condition        Report By
 CW0234  HISTORY     - UNK      MONUMENTED       CGS
 CW0234  HISTORY     - 1945     GOOD             NGS
 CW0234
 CW0234                          STATION DESCRIPTION
 CW0234
 CW0234'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 CW0234'6.9 MI SW FROM CARLSBAD.
 CW0234'AT THE CARLSBAD ARMY AIR FIELD, ON THE INTERSECTION OF THE
 CW0234'CENTER-LINES OF THE NORTHEAST-SOUTHWEST AND THE NORTHWEST-SOUTHEAST
 CW0234'RUNWAY B (MOST WESTERLY).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0660 ***********************************************************************
 DS0660  DESIGNATION -  4 INST
 DS0660  PID         -  DS0660
 DS0660  STATE/COUNTY-  NM/SOCORRO
 DS0660  USGS QUAD   -  CERRO DE LA CAMPANA SE (1982)
 DS0660
 DS0660                         *CURRENT SURVEY CONTROL
 DS0660  ___________________________________________________________________
 DS0660* NAD 83(1986)-  33 45 46.     (N)    106 36 30.     (W)     SCALED    
 DS0660* NAVD 88     -      1461.602  (meters)    4795.27   (feet)  ADJUSTED  
 DS0660  ___________________________________________________________________
 DS0660  GEOID HEIGHT-         -22.33  (meters)                     GEOID03
 DS0660  DYNAMIC HT  -        1459.495 (meters)    4788.36  (feet)  COMP
 DS0660  MODELED GRAV-     979,144.4   (mgal)                       NAVD 88
 DS0660
 DS0660  VERT ORDER  -  SECOND    CLASS 0
 DS0660
 DS0660.The horizontal coordinates were scaled from a topographic map and have
 DS0660.an estimated accuracy of +/- 6 seconds.
 DS0660
 DS0660.The orthometric height was determined by differential leveling
 DS0660.and adjusted by the National Geodetic Survey in June 1991..
 DS0660
 DS0660.The geoid height was determined by GEOID03.
 DS0660
 DS0660.The dynamic height is computed by dividing the NAVD 88
 DS0660.geopotential number by the normal gravity value computed on the
 DS0660.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0660.degrees latitude (g = 980.6199 gals.).
 DS0660
 DS0660.The modeled gravity was interpolated from observed gravity values.
 DS0660
 DS0660;                    North         East    Units  Estimated Accuracy
 DS0660;SPC NM C     -   306,400.      466,810.      MT  (+/- 180 meters Scaled)
 DS0660
 DS0660                          SUPERSEDED SURVEY CONTROL
 DS0660
 DS0660  NGVD 29 (??/??/92) 1460.912  (m)         4793.01   (f) ADJ UNCH    2 0
 DS0660
 DS0660.Superseded values are not recommended for survey control.
 DS0660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0660.See file dsdata.txt to determine how the superseded data were derived.
 DS0660
 DS0660_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT510370(NAD 83)
 DS0660_MARKER: DD = SURVEY DISK
 DS0660_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0660_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0660_STAMPING: 4 INST HAFB 1951
 DS0660_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0660+STABILITY: SURFACE MOTION
 DS0660
 DS0660  HISTORY     - Date     Condition        Report By
 DS0660  HISTORY     - 1951     MONUMENTED       CGS
 DS0660  HISTORY     - 1952     GOOD             NGS
 DS0660
 DS0660                          STATION DESCRIPTION
 DS0660
 DS0660'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DS0660'57.85 MI W FROM CARRIZOZO.
 DS0660'14.8 MILES SOUTH ALONG U.S. HIGHWAY 54 FROM THE POST OFFICE AT
 DS0660'CARRIZOZO, THENCE 43.05 MILES NORTHWEST ALONG THE MOCKING BIRD GAP
 DS0660'ROAD, 0.2 MILE SOUTHWEST OF AN ABANDONED RANCH HOUSE AND WINDMILL, 0.1
 DS0660'MILE NORTHWEST OF A ROAD LEADING NORTHEAST, 16 FEET NORTHEAST OF THE
 DS0660'CENTER LINE OF THE ROAD, 3 FEET SOUTHEAST OF A WITNESS POST, SET IN
 DS0660'THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0830 ***********************************************************************
 CW0830  DESIGNATION -  4 RHM
 CW0830  PID         -  CW0830
 CW0830  STATE/COUNTY-  NM/EDDY
 CW0830  USGS QUAD   -  HOLT TANK (1978)
 CW0830
 CW0830                         *CURRENT SURVEY CONTROL
 CW0830  ___________________________________________________________________
 CW0830* NAD 83(1992)-  32 44 27.18999(N)    104 50 33.11768(W)     ADJUSTED  
 CW0830* NAVD 88     -      1366.8    (meters)    4484.     (feet)  VERTCON   
 CW0830  ___________________________________________________________________
 CW0830  LAPLACE CORR-          -5.00  (seconds)                    DEFLEC99
 CW0830  GEOID HEIGHT-         -22.24  (meters)                     GEOID03
 CW0830
 CW0830  HORZ ORDER  -  THIRD
 CW0830  VERT ORDER  -  THIRD ? (See Below)
 CW0830
 CW0830.The horizontal coordinates were established by classical geodetic methods
 CW0830.and adjusted by the National Geodetic Survey in December 1993..
 CW0830
 CW0830.The NAVD 88 height was computed by applying the VERTCON shift value to
 CW0830.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CW0830.The vertical order pertains to the NGVD 29 superseded value.
 CW0830
 CW0830.The Laplace correction was computed from DEFLEC99 derived deflections.
 CW0830
 CW0830.The geoid height was determined by GEOID03.
 CW0830
 CW0830;                    North         East     Units Scale Factor Converg.
 CW0830;SPC NM E     -   193,134.570   117,279.151   MT  0.99993716   -0 16 31.4
 CW0830;SPC NM E     -   633,642.34    384,773.35   sFT  0.99993716   -0 16 31.4
 CW0830;SPC NM C     -   193,894.479   631,907.826   MT  1.00011448   +0 45 40.8
 CW0830;SPC NM C     -   636,135.47  2,073,184.26   sFT  1.00011448   +0 45 40.8
 CW0830;UTM  13      - 3,622,573.114   514,752.795   MT  0.99960268   +0 05 06.6
 CW0830
 CW0830!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CW0830!SPC NM E     -   0.99978894  x   0.99993716  =   0.99972611
 CW0830!SPC NM C     -   0.99978894  x   1.00011448  =   0.99990339
 CW0830!UTM  13      -   0.99978894  x   0.99960268  =   0.99939170
 CW0830
 CW0830:                Primary Azimuth Mark                     Grid Az
 CW0830:SPC NM E     -  HOPE                                     083 48 47.3
 CW0830:SPC NM C     -  HOPE                                     082 46 35.1
 CW0830:UTM  13      -  HOPE                                     083 27 09.3
 CW0830
 CW0830|---------------------------------------------------------------------|
 CW0830| PID    Reference Object                     Distance      Geod. Az  |
 CW0830|                                                           dddmmss.s |
 CW0830| CW0828 HOPE                                APPROX. 5.9 KM 0833215.9 |
 CW0830|---------------------------------------------------------------------|
 CW0830
 CW0830                          SUPERSEDED SURVEY CONTROL
 CW0830
 CW0830  NAD 83(1986)-  32 44 27.19621(N)    104 50 33.11395(W) AD(       ) 3
 CW0830  NAD 27      -  32 44 26.81094(N)    104 50 31.22091(W) AD(       ) 3
 CW0830  NGVD 29 (07/19/86) 1366.3    (m)         4483.     (f) LEVELING    3  
 CW0830
 CW0830.Superseded values are not recommended for survey control.
 CW0830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0830.See file dsdata.txt to determine how the superseded data were derived.
 CW0830
 CW0830_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES1475322573(NAD 83)
 CW0830_MARKER: DB = BENCH MARK DISK
 CW0830_SETTING: 0 = UNSPECIFIED SETTING
 CW0830_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CW0830
 CW0830  HISTORY     - Date     Condition        Report By
 CW0830  HISTORY     - 1959     MONUMENTED       USGS
 CW0830
 CW0830                          STATION DESCRIPTION
 CW0830
 CW0830'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 CW0830'LOCATED ABOUT 5 MI. (AIRLINE) W. AND ABOUT 3.5 MI. S. OF HOPE,
 CW0830'NEW MEXICO, ON A SMALL TOP 445 FT. NW. OF A CATTLEGUARD IN N-S. FENCE.
 CW0830'
 CW0830'TO REACH FROM HOPE POST OFFICE, PROCEED 0.3 MI. W. ON STATE HIGHWAY 83
 CW0830'TO T-JUNCTION S.  TURN LEFT (S.) 2.8 MI. ALONG STATE HIGHWAY 449 TO
 CW0830'T-JUNCTION W., THENCE 6.9 MI. S. AND W. TO N-S. SECTION LINE FENCE AND
 CW0830'CATTLEGUARD.  TURN RIGHT (N.) ON W. SIDE OF FENCE 450 FT. TO TOP AND
 CW0830'STATION.
 CW0830'
 CW0830'STATION MARK--STANDARD BENCH MARK TABLET CEMENTED IN LIMESTONE
 CW0830'OUTCROP, FLUSH WITH GROUND, STAMPED ---4 RHM 1959---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0854 ***********************************************************************
 CW0854  DESIGNATION -  4 WR
 CW0854  PID         -  CW0854
 CW0854  STATE/COUNTY-  NM/CHAVES
 CW0854  USGS QUAD   -  LEWIS PEAK (1965)
 CW0854
 CW0854                         *CURRENT SURVEY CONTROL
 CW0854  ___________________________________________________________________
 CW0854* NAD 83(1992)-  32 44 36.64769(N)    105 08 16.61224(W)     ADJUSTED  
 CW0854* NAVD 88     -      1696.1    (meters)    5565.     (feet)  VERTCON   
 CW0854  ___________________________________________________________________
 CW0854  LAPLACE CORR-          -4.66  (seconds)                    DEFLEC99
 CW0854  GEOID HEIGHT-         -21.35  (meters)                     GEOID03
 CW0854
 CW0854  HORZ ORDER  -  THIRD
 CW0854  VERT ORDER  -  THIRD ? (See Below)
 CW0854
 CW0854.The horizontal coordinates were established by classical geodetic methods
 CW0854.and adjusted by the National Geodetic Survey in December 1993..
 CW0854
 CW0854.The NAVD 88 height was computed by applying the VERTCON shift value to
 CW0854.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CW0854.The vertical order pertains to the NGVD 29 superseded value.
 CW0854
 CW0854.The Laplace correction was computed from DEFLEC99 derived deflections.
 CW0854
 CW0854.The geoid height was determined by GEOID03.
 CW0854
 CW0854;                    North         East     Units Scale Factor Converg.
 CW0854;SPC NM E     -   193,597.591    89,595.197   MT  0.99997918   -0 26 06.8
 CW0854;SPC NM E     -   635,161.43    293,946.91   sFT  0.99997918   -0 26 06.8
 CW0854;SPC NM C     -   193,856.518   604,216.814   MT  1.00003388   +0 36 05.5
 CW0854;SPC NM C     -   636,010.93  1,982,334.66   sFT  1.00003388   +0 36 05.5
 CW0854;UTM  13      - 3,622,861.797   487,076.326   MT  0.99960206   -0 04 28.6
 CW0854
 CW0854!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CW0854!SPC NM E     -   0.99973712  x   0.99997918  =   0.99971631
 CW0854!SPC NM C     -   0.99973712  x   1.00003388  =   0.99977099
 CW0854!UTM  13      -   0.99973712  x   0.99960206  =   0.99933929
 CW0854
 CW0854:                Primary Azimuth Mark                     Grid Az
 CW0854:SPC NM E     -  BLUE ET                                  076 15 36.5
 CW0854:SPC NM C     -  BLUE ET                                  075 13 24.2
 CW0854:UTM  13      -  BLUE ET                                  075 53 58.3
 CW0854
 CW0854|---------------------------------------------------------------------|
 CW0854| PID    Reference Object                     Distance      Geod. Az  |
 CW0854|                                                           dddmmss.s |
 CW0854| CW0845 BLUE ET                             APPROX. 5.2 KM 0754929.7 |
 CW0854|---------------------------------------------------------------------|
 CW0854
 CW0854                          SUPERSEDED SURVEY CONTROL
 CW0854
 CW0854  NAD 83(1986)-  32 44 36.65523(N)    105 08 16.61017(W) AD(       ) 3
 CW0854  NAD 27      -  32 44 36.28257(N)    105 08 14.69109(W) AD(       ) 3
 CW0854  NGVD 29 (07/19/86) 1695.5    (m)         5563.     (f) LEVELING    3  
 CW0854
 CW0854.Superseded values are not recommended for survey control.
 CW0854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0854.See file dsdata.txt to determine how the superseded data were derived.
 CW0854
 CW0854_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDS8707622862(NAD 83)
 CW0854_MARKER: DB = BENCH MARK DISK
 CW0854_SETTING: 66 = SET IN ROCK OUTCROP
 CW0854_SP_SET: SET IN BEDROCK
 CW0854_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CW0854+STABILITY: POSITION/ELEVATION WELL
 CW0854
 CW0854  HISTORY     - Date     Condition        Report By
 CW0854  HISTORY     - 1960     MONUMENTED       USGS
 CW0854
 CW0854                          STATION DESCRIPTION
 CW0854
 CW0854'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 CW0854'STATION LOCATED ABOUT 4.5 MI. S. AND 23.5 MI. W. OF HOPE, NEW MEXICO,
 CW0854'ABOUT 4.5 MI. S. AND 1.5 MI. E. OF DUNKEN VILLAGE, ABOUT 1.0 MI. W. OF
 CW0854'A WINDMILL 72 FT. S. OF CENTERLINE OF RD., ON THE SUMMIT OF A FLAT TOP
 CW0854'HILL.
 CW0854'
 CW0854'STATION IS BEST REACHED BY DRIVING W. FROM HOPE POST OFFICE ON STATE
 CW0854'HIGHWAYS NO. 83 AND 24 33.5 MI. TO DUNKEN.  CONTINUE S. 3.9 MI. TO
 CW0854'BEND W. IN HIGHWAY, CONTINUE S., LEAVING HIGHWAY, ON DIRT RD. AND
 CW0854'DRIVE 1.0 MI. TO FORKS.  TAKE BLADED TRACK RD., LEFT 3.7 MI. TO SUMMIT
 CW0854'OF FLAT TOP HILL AND STATION.
 CW0854'
 CW0854'STATION MARK--STANDARD USGS BENCH MARK TABLET CEMENTED IN BEDROCK
 CW0854'FLUSH WITH GROUND.  STAMPED ---4 WR 1960---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0679 ***********************************************************************
 FO0679  DESIGNATION -  40
 FO0679  PID         -  FO0679
 FO0679  STATE/COUNTY-  NM/SANDOVAL
 FO0679  USGS QUAD   -  PUERCO DAM (1961)
 FO0679
 FO0679                         *CURRENT SURVEY CONTROL
 FO0679  ___________________________________________________________________
 FO0679* NAD 83(1986)-  35 19 49.     (N)    107 00 40.     (W)     SCALED    
 FO0679* NAVD 88     -      1701.03   (+/-2cm)    5580.8    (feet)  VERTCON   
 FO0679  ___________________________________________________________________
 FO0679  GEOID HEIGHT-         -20.68  (meters)                     GEOID03
 FO0679
 FO0679  VERT ORDER  -  ? (See Below)
 FO0679
 FO0679.The horizontal coordinates were scaled from a topographic map and have
 FO0679.an estimated accuracy of +/- 6 seconds.
 FO0679
 FO0679.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO0679.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO0679.The vertical order pertains to the NGVD 29 superseded value.
 FO0679
 FO0679.The geoid height was determined by GEOID03.
 FO0679
 FO0679;                    North         East    Units  Estimated Accuracy
 FO0679;SPC NM C     -   480,480.      430,810.      MT  (+/- 180 meters Scaled)
 FO0679
 FO0679                          SUPERSEDED SURVEY CONTROL
 FO0679
 FO0679  NGVD 29 (??/??/92) 1700.164  (m)         5577.95   (f) ADJ UNCH    ?  
 FO0679
 FO0679.Superseded values are not recommended for survey control.
 FO0679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0679.See file dsdata.txt to determine how the superseded data were derived.
 FO0679
 FO0679_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV172115(NAD 83)
 FO0679_MARKER: DD = SURVEY DISK
 FO0679_SETTING: 66 = SET IN ROCK OUTCROP
 FO0679_SP_SET: SET IN ROCK OUTCROP
 FO0679_STAMPING: 40
 FO0679_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FO0679+STABILITY: POSITION/ELEVATION WELL
 FO0679
 FO0679  HISTORY     - Date     Condition        Report By
 FO0679  HISTORY     - UNK      MONUMENTED       USGS
 FO0679  HISTORY     - 1905     GOOD             NGS
 FO0679
 FO0679                          STATION DESCRIPTION
 FO0679
 FO0679'DESCRIBED BY NATIONAL GEODETIC SURVEY 1905
 FO0679'3 MI W FROM NAVAJO SPRINGS.
 FO0679'ABOUT 3 MILES WEST ALONG A DIRT ROAD FROM NAVAJO SPRINGS, SANDOVAL
 FO0679'COUNTY, 60 FEET NORTH OF A FORK IN THE ROAD, AND IN THE TOP OF A
 FO0679'SANDSTONE OUTCROP.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 FO0679'STAMPED 40.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1134 ***********************************************************************
 CX1134  DESIGNATION -  40 C
 CX1134  PID         -  CX1134
 CX1134  STATE/COUNTY-  NM/SIERRA
 CX1134  USGS QUAD   -  LAKE VALLEY (1989)
 CX1134
 CX1134                         *CURRENT SURVEY CONTROL
 CX1134  ___________________________________________________________________
 CX1134* NAD 83(1986)-  32 39 50.     (N)    107 30 57.     (W)     SCALED    
 CX1134* NAVD 88     -      1509.016  (meters)    4950.83   (feet)  ADJUSTED  
 CX1134  ___________________________________________________________________
 CX1134  GEOID HEIGHT-         -23.66  (meters)                     GEOID03
 CX1134  DYNAMIC HT  -        1506.735 (meters)    4943.35  (feet)  COMP
 CX1134  MODELED GRAV-     979,074.1   (mgal)                       NAVD 88
 CX1134
 CX1134  VERT ORDER  -  SECOND    CLASS 0
 CX1134
 CX1134.The horizontal coordinates were scaled from a topographic map and have
 CX1134.an estimated accuracy of +/- 6 seconds.
 CX1134
 CX1134.The orthometric height was determined by differential leveling
 CX1134.and adjusted by the National Geodetic Survey in June 1991..
 CX1134
 CX1134.The geoid height was determined by GEOID03.
 CX1134
 CX1134.The dynamic height is computed by dividing the NAVD 88
 CX1134.geopotential number by the normal gravity value computed on the
 CX1134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX1134.degrees latitude (g = 980.6199 gals.).
 CX1134
 CX1134.The modeled gravity was interpolated from observed gravity values.
 CX1134
 CX1134;                    North         East    Units  Estimated Accuracy
 CX1134;SPC NM W     -   184,530.      859,780.      MT  (+/- 180 meters Scaled)
 CX1134
 CX1134                          SUPERSEDED SURVEY CONTROL
 CX1134
 CX1134  NGVD 29 (??/??/92) 1508.285  (m)         4948.43   (f) ADJ UNCH    2 0
 CX1134
 CX1134.Superseded values are not recommended for survey control.
 CX1134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1134.See file dsdata.txt to determine how the superseded data were derived.
 CX1134
 CX1134_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBS640168(NAD 83)
 CX1134_MARKER: DD = SURVEY DISK
 CX1134_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX1134_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CX1134_STAMPING: 40 C 1934 4949
 CX1134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX1134+STABILITY: SURFACE MOTION
 CX1134
 CX1134  HISTORY     - Date     Condition        Report By
 CX1134  HISTORY     - 1934     MONUMENTED       USGS
 CX1134  HISTORY     - 1953     GOOD             NGS
 CX1134
 CX1134                          STATION DESCRIPTION
 CX1134
 CX1134'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CX1134'8.0 MI NW FROM NUTT.
 CX1134'8.0 MILES NORTHWEST ALONG NEW MEXICO STATE HIGHWAY 27 FROM THE
 CX1134'JUNCTION OF NEW MEXICO STATE HIGHWAYS 26 AND 27 AT NUTT, 232 FEET
 CX1134'NORTHWEST OF A FENCE CORNER, 100 FEET SOUTHWEST OF A FENCE, 28 FEET
 CX1134'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 1.3 FEET NORTHEAST OF A
 CX1134'REFERENCE POST, AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 CX1134'0.9 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0269 ***********************************************************************
 CX0269  DESIGNATION -  4004 A
 CX0269  PID         -  CX0269
 CX0269  STATE/COUNTY-  NM/OTERO
 CX0269  USGS QUAD   -  TRES HERMANOS (1982)
 CX0269
 CX0269                         *CURRENT SURVEY CONTROL
 CX0269  ___________________________________________________________________
 CX0269* NAD 83(1986)-  32 39 19.     (N)    106 00 08.     (W)     SCALED    
 CX0269* NAVD 88     -      1221.087  (meters)    4006.18   (feet)  POSTED    
 CX0269  ___________________________________________________________________
 CX0269  GEOID HEIGHT-         -22.71  (meters)                     GEOID03
 CX0269  DYNAMIC HT  -        1219.290 (meters)    4000.29  (feet)  COMP
 CX0269  MODELED GRAV-     979,126.4   (mgal)                       NAVD 88
 CX0269
 CX0269  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 CX0269
 CX0269.The horizontal coordinates were scaled from a topographic map and have
 CX0269.an estimated accuracy of +/- 6 seconds.
 CX0269
 CX0269.The orthometric height was determined by differential leveling
 CX0269.and adjusted by the National Geodetic Survey in 1992..
 CX0269.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 CX0269.rate of 0.0 thru 1.0 mm/km.
 CX0269
 CX0269.The geoid height was determined by GEOID03.
 CX0269
 CX0269.The dynamic height is computed by dividing the NAVD 88
 CX0269.geopotential number by the normal gravity value computed on the
 CX0269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0269.degrees latitude (g = 980.6199 gals.).
 CX0269
 CX0269.The modeled gravity was interpolated from observed gravity values.
 CX0269
 CX0269;                    North         East    Units  Estimated Accuracy
 CX0269;SPC NM C     -   183,550.      523,240.      MT  (+/- 180 meters Scaled)
 CX0269
 CX0269                          SUPERSEDED SURVEY CONTROL
 CX0269
 CX0269  NGVD 29 (??/??/92) 1220.497  (m)         4004.25   (f) ADJ UNCH    1 2
 CX0269
 CX0269.Superseded values are not recommended for survey control.
 CX0269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0269.See file dsdata.txt to determine how the superseded data were derived.
 CX0269
 CX0269_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDS060135(NAD 83)
 CX0269_MARKER: DD = SURVEY DISK
 CX0269_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CX0269_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CX0269_STAMPING: 4004
 CX0269_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX0269
 CX0269  HISTORY     - Date     Condition        Report By
 CX0269  HISTORY     - UNK      MONUMENTED       USGS
 CX0269  HISTORY     - 1968     MARK NOT FOUND   NGS
 CX0269  HISTORY     - 1980     MARK NOT FOUND   NGS
 CX0269
 CX0269                          STATION DESCRIPTION
 CX0269
 CX0269'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CX0269'17.0 MI S FROM ALAMOGORDO.
 CX0269'17.0 MILES SOUTH ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 CX0269'STATION AT ALAMOGORDO, OTERO COUNTY, 0.2 MILES SOUTH OF DUNES, 10 FEET
 CX0269'SOUTH OF THE NINTH POLE SOUTH OF MILEPOST 1366, AND 60 FEET WEST OF
 CX0269'THE CENTERLINE OF THE TRACK.  A UNITED STATES GEOLOGICAL SURVEY
 CX0269'STANDARD CAP, STAMPED 4004 AND RIVETED ON THE TOP OF A 3-1/2 INCH IRON
 CX0269'PIPE PROJECTING 2-1/2 FEET ABOVE GROUND.
 CX0269
 CX0269                          STATION RECOVERY (1980)
 CX0269
 CX0269'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CX0269'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH7488 ***********************************************************************
 AH7488  DESIGNATION -  4004.60
 AH7488  PID         -  AH7488
 AH7488  STATE/COUNTY-  NM/QUAY
 AH7488  USGS QUAD   -  LESBIA (1968)
 AH7488
 AH7488                         *CURRENT SURVEY CONTROL
 AH7488  ___________________________________________________________________
 AH7488* NAD 83(1986)-  35 08 26.     (N)    103 36 47.     (W)     SCALED    
 AH7488* NAVD 88     -      1221.304  (meters)    4006.89   (feet)  ADJUSTED  
 AH7488  ___________________________________________________________________
 AH7488  GEOID HEIGHT-         -23.41  (meters)                     GEOID03
 AH7488  DYNAMIC HT  -        1219.780 (meters)    4001.89  (feet)  COMP
 AH7488  MODELED GRAV-     979,344.0   (mgal)                       NAVD 88
 AH7488
 AH7488  VERT ORDER  -  SECOND    CLASS I
 AH7488
 AH7488.The horizontal coordinates were scaled from a topographic map and have
 AH7488.an estimated accuracy of +/- 6 seconds.
 AH7488
 AH7488.The orthometric height was determined by differential leveling
 AH7488.and adjusted by the National Geodetic Survey in July 2002..
 AH7488
 AH7488.The geoid height was determined by GEOID03.
 AH7488
 AH7488.The dynamic height is computed by dividing the NAVD 88
 AH7488.geopotential number by the normal gravity value computed on the
 AH7488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH7488.degrees latitude (g = 980.6199 gals.).
 AH7488
 AH7488.The modeled gravity was interpolated from observed gravity values.
 AH7488
 AH7488;                    North         East    Units  Estimated Accuracy
 AH7488;SPC NM E     -   459,410.      230,640.      MT  (+/- 180 meters Scaled)
 AH7488
 AH7488                          SUPERSEDED SURVEY CONTROL
 AH7488
 AH7488.No superseded survey control is available for this station.
 AH7488
 AH7488_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFU263895(NAD 83)
 AH7488_MARKER: DB = BENCH MARK DISK
 AH7488_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AH7488_SP_SET: HEADWALL
 AH7488_STAMPING: 400460
 AH7488_MARK LOGO: BOR   
 AH7488_PROJECTION: FLUSH
 AH7488_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH7488_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH7488+STABILITY: SURFACE MOTION
 AH7488_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH7488+SATELLITE: SATELLITE OBSERVATIONS - February 02, 1999
 AH7488
 AH7488  HISTORY     - Date     Condition        Report By
 AH7488  HISTORY     - UNK      MONUMENTED       BOR
 AH7488  HISTORY     - 19990202 GOOD             NGS
 AH7488
 AH7488                          STATION DESCRIPTION
 AH7488
 AH7488'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AH7488'10.7 KM (6.65 MI) EASTERLY ALONG U.S.  HIGHWAY 66 FROM THE JUNCTION OF
 AH7488'STATE HIGHWAYS 104 AND 209 IN TUCUMCARI, THENCE 3.5 KM (2.15 MI)
 AH7488'SOUTHERLY ALONG STATE HIGHWAY 278, NEAR THE CENTER OF THE WEST
 AH7488'CONCRETE HEADWALL OF A CULVERT UNDER THE HIGHWAY, 14.8 M (48.6 FT)
 AH7488'WEST OF THE HIGHWAY CENTERLINE, 13.5 M (44.3 FT) SOUTH OF AN
 AH7488'UNDERGROUND CABLE JUNCTION BOX, 5.7 M (18.7 FT) SOUTHWEST OF THE
 AH7488'CENTER OF A DRIVEWAY, AND 0.4 M (1.3 FT) ABOVE THE LEVEL OF THE
 AH7488'HIGHWAY.  NOTE--THE MONUMENT IS ON PROPERTY OWNED BY THE BUREAU OF
 AH7488'RECLAMATION, ARCH HURLEY CONSERVATION DISTRICT, 101 EAST HIGH STREET,
 AH7488'TUCUMCARI, NM 88401, TELEPHONE NUMBER (505) 461-2351.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0852 ***********************************************************************
 CX0852  DESIGNATION -  4005
 CX0852  PID         -  CX0852
 CX0852  STATE/COUNTY-  NM/DONA ANA
 CX0852  USGS QUAD   -  RINCON (1978)
 CX0852
 CX0852                         *CURRENT SURVEY CONTROL
 CX0852  ___________________________________________________________________
 CX0852* NAD 83(1986)-  32 40 04.     (N)    107 07 14.     (W)     SCALED    
 CX0852* NAVD 88     -      1234.631  (meters)    4050.62   (feet)  ADJUSTED  
 CX0852  ___________________________________________________________________
 CX0852  GEOID HEIGHT-         -23.77  (meters)                     GEOID03
 CX0852  DYNAMIC HT  -        1232.823 (meters)    4044.69  (feet)  COMP
 CX0852  MODELED GRAV-     979,131.5   (mgal)                       NAVD 88
 CX0852
 CX0852  VERT ORDER  -  FIRST     CLASS II
 CX0852
 CX0852.The horizontal coordinates were scaled from a topographic map and have
 CX0852.an estimated accuracy of +/- 6 seconds.
 CX0852
 CX0852.The orthometric height was determined by differential leveling
 CX0852.and adjusted by the National Geodetic Survey in June 1991..
 CX0852
 CX0852.The geoid height was determined by GEOID03.
 CX0852
 CX0852.The dynamic height is computed by dividing the NAVD 88
 CX0852.geopotential number by the normal gravity value computed on the
 CX0852.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0852.degrees latitude (g = 980.6199 gals.).
 CX0852
 CX0852.The modeled gravity was interpolated from observed gravity values.
 CX0852
 CX0852;                    North         East    Units  Estimated Accuracy
 CX0852;SPC NM C     -   185,250.      418,350.      MT  (+/- 180 meters Scaled)
 CX0852
 CX0852                          SUPERSEDED SURVEY CONTROL
 CX0852
 CX0852  NGVD 29 (??/??/92) 1234.047  (m)         4048.70   (f) ADJ UNCH    1 2
 CX0852
 CX0852.Superseded values are not recommended for survey control.
 CX0852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0852.See file dsdata.txt to determine how the superseded data were derived.
 CX0852
 CX0852_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS011164(NAD 83)
 CX0852_MARKER: DD = SURVEY DISK
 CX0852_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CX0852_SP_SET: BRIDGE
 CX0852_STAMPING: 4005.48
 CX0852_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CX0852
 CX0852  HISTORY     - Date     Condition        Report By
 CX0852  HISTORY     - UNK      MONUMENTED       IBWC
 CX0852  HISTORY     - 1952     GOOD             NGS
 CX0852  HISTORY     - 1981     GOOD             NGS
 CX0852
 CX0852                          STATION DESCRIPTION
 CX0852
 CX0852'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CX0852'3.2 MI SW FROM RINCON.
 CX0852'3.2 MILES SOUTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 CX0852'FROM THE STATION AT RINCON, 54.5 FEET SOUTHEAST OF THE SOUTHEAST RAIL,
 CX0852'47.5 FEET SOUTHEAST OF STEEL GIRDER BRIDGE 1082 D, 14 FEET NORTHWEST
 CX0852'OF THE CENTER LINE OF AN OILED ROAD, SET IN THE TOP OF THE WEST
 CX0852'WINGWALL OF A CONCRETE BRIDGE OVER THE RIO GRANDE RIVER.
 CX0852
 CX0852                          STATION RECOVERY (1981)
 CX0852
 CX0852'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CX0852'0.2 KM (0.1 MI) SOUTH ALONG FRANKLIN STREET FROM THE POST OFFICE
 CX0852'IN HATCH, THENCE 0.5 KM (0.3 MI) EAST ALONG EAST HALL STREET,
 CX0852'THENCE 2.6 KM (1.6 MI) EAST ALONG STATE HIGHWAY 140, IN TOP OF THE
 CX0852'NORTH WINGWALL OF THE WEST ABUTMENT OF A RAILROAD BRIDGE OVER THE
 CX0852'RIO GRANDE RIVER, 4.3 METERS (14.0 FT) NORTH OF THE CENTERLINE OF
 CX0852'THE HIGHWAY, 0.6 METER (2.0 FT) SOUTH OF THE NORTH END OF THE
 CX0852'WINGWALL AND 0.3 METER (1.0 FT) NORTH OF THE WEST END OF THE BRIDGE.
 CX0852'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1366 ***********************************************************************
 CX1366  DESIGNATION -  4011
 CX1366  PID         -  CX1366
 CX1366  STATE/COUNTY-  NM/DONA ANA
 CX1366  USGS QUAD   -  SELDEN CANYON (1982)
 CX1366
 CX1366                         *CURRENT SURVEY CONTROL
 CX1366  ___________________________________________________________________
 CX1366* NAD 83(1986)-  32 32 06.     (N)    106 59 26.     (W)     SCALED    
 CX1366* NAVD 88     -      1223.274  (meters)    4013.36   (feet)  ADJUSTED  
 CX1366  ___________________________________________________________________
 CX1366  GEOID HEIGHT-         -23.79  (meters)                     GEOID03
 CX1366  DYNAMIC HT  -        1221.474 (meters)    4007.45  (feet)  COMP
 CX1366  MODELED GRAV-     979,125.2   (mgal)                       NAVD 88
 CX1366
 CX1366  VERT ORDER  -  FIRST     CLASS II
 CX1366
 CX1366.The horizontal coordinates were scaled from a topographic map and have
 CX1366.an estimated accuracy of +/- 6 seconds.
 CX1366
 CX1366.The orthometric height was determined by differential leveling
 CX1366.and adjusted by the National Geodetic Survey in June 1991..
 CX1366
 CX1366.The geoid height was determined by GEOID03.
 CX1366
 CX1366.The dynamic height is computed by dividing the NAVD 88
 CX1366.geopotential number by the normal gravity value computed on the
 CX1366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX1366.degrees latitude (g = 980.6199 gals.).
 CX1366
 CX1366.The modeled gravity was interpolated from observed gravity values.
 CX1366
 CX1366;                    North         East    Units  Estimated Accuracy
 CX1366;SPC NM C     -   170,430.      430,440.      MT  (+/- 180 meters Scaled)
 CX1366
 CX1366                          SUPERSEDED SURVEY CONTROL
 CX1366
 CX1366.No superseded survey control is available for this station.
 CX1366
 CX1366_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS130014(NAD 83)
 CX1366_MARKER: DB = BENCH MARK DISK
 CX1366_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 CX1366_SP_SET: WINGWALL
 CX1366_STAMPING: BROAD CROW PLACITAS SITE 1 EL 4011.59
 CX1366_MARK LOGO: USSC  
 CX1366_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CX1366
 CX1366  HISTORY     - Date     Condition        Report By
 CX1366  HISTORY     - UNK      MONUMENTED       USSC
 CX1366  HISTORY     - 1981     GOOD             NGS
 CX1366
 CX1366                          STATION DESCRIPTION
 CX1366
 CX1366'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CX1366'26.0 KM (16.1 MI) SE FROM HATCH.
 CX1366'0.2 KM (0.1 MI) SOUTH ALONG FRANKLIN STREET FROM THE POST OFFICE
 CX1366'IN HATCH, THENCE 0.5 KM (0.3 MI) EAST ALONG EAST HALL STREET, THENCE
 CX1366'8.7 KM (5.4 MI) EAST AND SOUTH ALONG STATE HIGHWAY 140, THENCE 16.6 KM
 CX1366'(10.3 MI) SOUTHEAST ALONG U. S. HIGHWAY 85, 0R, 1.2 KM (0.75 MI)
 CX1366'SOUTHWEST ALONG COUNTY ROAD 320 FROM THE POST OFFICE IN DONA ANA,
 CX1366'THENCE 15.4 KM (9.6 MI) NORTHWEST ALONG COUNTY ROAD 28, THENCE 9.8 KM
 CX1366'(6.1 MI) NORTHWEST ALONG U. S. HIGHWAY 85, IN TOP OF THE NORTHWEST
 CX1366'END OF THE NORTHWEST WINGWALL OF BRIDGE NUMBER 1770, 4.9 METERS
 CX1366'(16.0 FT) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 1.1 METERS
 CX1366'(3.5 FT) NORTHWEST OF THE SOUTHEAST END OF THE WINGWALL AND 1.1
 CX1366'METERS (3.5 FT) NORTHWEST OF THE NORTHWEST CORNER OF THE BRIDGE.
 CX1366'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH7490 ***********************************************************************
 AH7490  DESIGNATION -  4014.25
 AH7490  PID         -  AH7490
 AH7490  STATE/COUNTY-  NM/QUAY
 AH7490  USGS QUAD   -  TUCUMCARI SE (1968)
 AH7490
 AH7490                         *CURRENT SURVEY CONTROL
 AH7490  ___________________________________________________________________
 AH7490* NAD 83(1986)-  35 07 04.     (N)    103 36 49.     (W)     SCALED    
 AH7490* NAVD 88     -      1224.322  (meters)    4016.80   (feet)  ADJUSTED  
 AH7490  ___________________________________________________________________
 AH7490  GEOID HEIGHT-         -23.43  (meters)                     GEOID03
 AH7490  DYNAMIC HT  -        1222.790 (meters)    4011.77  (feet)  COMP
 AH7490  MODELED GRAV-     979,341.4   (mgal)                       NAVD 88
 AH7490
 AH7490  VERT ORDER  -  SECOND    CLASS I
 AH7490
 AH7490.The horizontal coordinates were scaled from a topographic map and have
 AH7490.an estimated accuracy of +/- 6 seconds.
 AH7490
 AH7490.The orthometric height was determined by differential leveling
 AH7490.and adjusted by the National Geodetic Survey in July 2002..
 AH7490
 AH7490.The geoid height was determined by GEOID03.
 AH7490
 AH7490.The dynamic height is computed by dividing the NAVD 88
 AH7490.geopotential number by the normal gravity value computed on the
 AH7490.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH7490.degrees latitude (g = 980.6199 gals.).
 AH7490
 AH7490.The modeled gravity was interpolated from observed gravity values.
 AH7490
 AH7490;                    North         East    Units  Estimated Accuracy
 AH7490;SPC NM E     -   456,880.      230,600.      MT  (+/- 180 meters Scaled)
 AH7490
 AH7490                          SUPERSEDED SURVEY CONTROL
 AH7490
 AH7490.No superseded survey control is available for this station.
 AH7490
 AH7490_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFU263869(NAD 83)
 AH7490_MARKER: DB = BENCH MARK DISK
 AH7490_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AH7490_SP_SET: HEADWALL
 AH7490_STAMPING: 401425
 AH7490_MARK LOGO: BOR   
 AH7490_PROJECTION: FLUSH
 AH7490_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH7490_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH7490+STABILITY: SURFACE MOTION
 AH7490_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH7490+SATELLITE: SATELLITE OBSERVATIONS - February 02, 1999
 AH7490
 AH7490  HISTORY     - Date     Condition        Report By
 AH7490  HISTORY     - UNK      MONUMENTED       BOR
 AH7490  HISTORY     - 19990202 GOOD             NGS
 AH7490
 AH7490                          STATION DESCRIPTION
 AH7490
 AH7490'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AH7490'10.7 KM (6.65 MI) EASTERLY ALONG U.S.  HIGHWAY 66 FROM THE JUNCTION OF
 AH7490'STATE HIGHWAYS 104 AND 209 IN TUCUMCARI, THENCE 6.0 KM (3.70 MI)
 AH7490'SOUTHERLY ALONG STATE HIGHWAY 278, NEAR THE CENTER OF THE WEST
 AH7490'CONCRETE HEADWALL OF A CULVERT UNDER THE HIGHWAY, 27.1 M (88.9 FT)
 AH7490'SOUTH OF A T-FENCE CORNER, 17.3 M (56.8 FT) NORTH OF THE EXTENDED
 AH7490'CENTER OF A DRIVEWAY, 12.6 M (41.3 FT) WEST OF AND LEVEL WITH THE
 AH7490'HIGHWAY CENTERLINE, AND 0.4 M (1.3 FT) WEST OF A FENCE.  NOTE--THE
 AH7490'MONUMENT IS ON PROPERTY OWNED BY THE BUREAU OF RECLAMATION, ARCH
 AH7490'HURLEY CONSERVATION DISTRICT, 101 EAST HIGH STREET, TUCUMCARI, NM
 AH7490'88401, TELEPHONE NUMBER (505) 461-2351.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0262 ***********************************************************************
 CX0262  DESIGNATION -  4018
 CX0262  PID         -  CX0262
 CX0262  STATE/COUNTY-  NM/OTERO
 CX0262  USGS QUAD   -  TRES HERMANOS SE (1982)
 CX0262
 CX0262                         *CURRENT SURVEY CONTROL
 CX0262  ___________________________________________________________________
 CX0262* NAD 83(1986)-  32 31 36.     (N)    106 01 40.     (W)     SCALED    
 CX0262* NAVD 88     -      1225.197  (meters)    4019.67   (feet)  ADJUSTED  
 CX0262  ___________________________________________________________________
 CX0262  GEOID HEIGHT-         -22.82  (meters)                     GEOID03
 CX0262  DYNAMIC HT  -        1223.406 (meters)    4013.79  (feet)  COMP
 CX0262  MODELED GRAV-     979,134.1   (mgal)                       NAVD 88
 CX0262
 CX0262  VERT ORDER  -  FIRST     CLASS II
 CX0262
 CX0262.The horizontal coordinates were scaled from a topographic map and have
 CX0262.an estimated accuracy of +/- 6 seconds.
 CX0262
 CX0262.The orthometric height was determined by differential leveling
 CX0262.and adjusted by the National Geodetic Survey in June 1991..
 CX0262.WARNING-Repeat measurements at this control monument indicate possible
 CX0262.vertical movement.
 CX0262
 CX0262.The geoid height was determined by GEOID03.
 CX0262
 CX0262.The dynamic height is computed by dividing the NAVD 88
 CX0262.geopotential number by the normal gravity value computed on the
 CX0262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0262.degrees latitude (g = 980.6199 gals.).
 CX0262
 CX0262.The modeled gravity was interpolated from observed gravity values.
 CX0262
 CX0262;                    North         East    Units  Estimated Accuracy
 CX0262;SPC NM C     -   169,290.      520,880.      MT  (+/- 180 meters Scaled)
 CX0262
 CX0262                          SUPERSEDED SURVEY CONTROL
 CX0262
 CX0262  NGVD 29 (??/??/92) 1224.612  (m)         4017.75   (f) ADJ UNCH    1 2
 CX0262
 CX0262.Superseded values are not recommended for survey control.
 CX0262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0262.See file dsdata.txt to determine how the superseded data were derived.
 CX0262
 CX0262_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDR034992(NAD 83)
 CX0262_MARKER: P = PIPE CAP
 CX0262_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX0262_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CX0262_STAMPING: 4018
 CX0262_PROJECTION: PROJECTING 5 CENTIMETERS
 CX0262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX0262+STABILITY: SURFACE MOTION
 CX0262
 CX0262  HISTORY     - Date     Condition        Report By
 CX0262  HISTORY     - UNK      MONUMENTED       USGS
 CX0262  HISTORY     - 1958     GOOD             NGS
 CX0262  HISTORY     - 1980     GOOD             NGS
 CX0262
 CX0262                          STATION DESCRIPTION
 CX0262
 CX0262'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CX0262'11.8 MI N FROM OROGRANDE.
 CX0262'ABOUT 11.8 MILES NORTH ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 CX0262'STATION AT OROGRANDE, 67 FEET NORTH OF THE 7TH POLE SOUTH OF MILEPOST
 CX0262'1357, ABOUT 0.3 MILE SOUTH OF THE CROSSING OF THE ROAD LEADING EAST TO
 CX0262'PINON, 53 FEET WEST OF THE WEST RAIL OF THE MAIN TRACK, 6 1/4 RAILS
 CX0262'NORTH OF A CONCRETE PHONE BOOTH, 36 FEET WEST OF THE WEST RAIL OF A
 CX0262'SIDE TRACK, 46 FEET EAST OF A FENCE, 1 FOOT SOUTH OF A WHITE WOODEN
 CX0262'WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE TRACK, AND IN THE
 CX0262'TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 CX0262
 CX0262                          STATION RECOVERY (1980)
 CX0262
 CX0262'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CX0262'0.9 KM (0.55 MI) SOUTH ALONG U.S. HIGHWAY 54 FROM THE POST OFFICE IN
 CX0262'OROGRANDE, THENCE 0.6 KM (0.4 KM) SOUTHEAST ALONG A PAVED ROAD,
 CX0262'THENCE 19.0 KM (11.8 MI) NORTHERLY ALONG THE SOUTHERN PACIFIC
 CX0262'RAILROAD, 6 1/2 POLES SOUTH OF MILE POST 1357, 0.5 KM (0.3 MI)
 CX0262'SOUTH OF A GRAVELED ROAD CROSSING, 28.6 METERS (94.O FT) SOUTH OF
 CX0262'A UTILITY POLE, 20.4 METERS (67.0 FT) NORTH OF A UTILITY POLE,
 CX0262'16.1 METERS (53.0 FT) WEST OF THE NEAR RAIL, 14.0 METERS (46.0 FT)
 CX0262'EAST OF A FENCE AND 0.3 METER (1.0 FT) SOUTH OF A 4 BY 4 INCH WOODEN
 CX0262'WITNESS POST.
 CX0262'THE MARK IS 0.5 METERS  N FROM A WITNESS POST.
 CX0262'THE MARK IS 0.9 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0267 ***********************************************************************
 CX0267  DESIGNATION -  4020
 CX0267  PID         -  CX0267
 CX0267  STATE/COUNTY-  NM/OTERO
 CX0267  USGS QUAD   -  TRES HERMANOS SE (1982)
 CX0267
 CX0267                         *CURRENT SURVEY CONTROL
 CX0267  ___________________________________________________________________
 CX0267* NAD 83(1986)-  32 36 44.     (N)    106 00 36.     (W)     SCALED    
 CX0267* NAVD 88     -      1225.932  (meters)    4022.08   (feet)  ADJUSTED  
 CX0267  ___________________________________________________________________
 CX0267  GEOID HEIGHT-         -22.75  (meters)                     GEOID03
 CX0267  DYNAMIC HT  -        1224.134 (meters)    4016.18  (feet)  COMP
 CX0267  MODELED GRAV-     979,129.4   (mgal)                       NAVD 88
 CX0267
 CX0267  VERT ORDER  -  FIRST     CLASS II
 CX0267
 CX0267.The horizontal coordinates were scaled from a topographic map and have
 CX0267.an estimated accuracy of +/- 6 seconds.
 CX0267
 CX0267.The orthometric height was determined by differential leveling
 CX0267.and adjusted by the National Geodetic Survey in June 1991..
 CX0267
 CX0267.The geoid height was determined by GEOID03.
 CX0267
 CX0267.The dynamic height is computed by dividing the NAVD 88
 CX0267.geopotential number by the normal gravity value computed on the
 CX0267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0267.degrees latitude (g = 980.6199 gals.).
 CX0267
 CX0267.The modeled gravity was interpolated from observed gravity values.
 CX0267
 CX0267;                    North         East    Units  Estimated Accuracy
 CX0267;SPC NM C     -   178,780.      522,520.      MT  (+/- 180 meters Scaled)
 CX0267
 CX0267                          SUPERSEDED SURVEY CONTROL
 CX0267
 CX0267  NGVD 29 (??/??/92) 1225.250  (m)         4019.84   (f) ADJ UNCH    1 2
 CX0267
 CX0267.Superseded values are not recommended for survey control.
 CX0267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0267.See file dsdata.txt to determine how the superseded data were derived.
 CX0267
 CX0267_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDS052087(NAD 83)
 CX0267_MARKER: P = PIPE CAP
 CX0267_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CX0267_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CX0267_STAMPING: 4020
 CX0267_PROJECTION: PROJECTING 30 CENTIMETERS
 CX0267_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX0267
 CX0267  HISTORY     - Date     Condition        Report By
 CX0267  HISTORY     - UNK      MONUMENTED       USGS
 CX0267  HISTORY     - 1980     GOOD             NGS
 CX0267
 CX0267                          STATION DESCRIPTION
 CX0267
 CX0267'DESCRIBED BY US GEOLOGICAL SURVEY UNK
 CX0267'20.0 MI S FROM ALAMOGORDO.
 CX0267'20 MILES SOUTH ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 CX0267'STATION AT ALAMOGORDO, OTERO COUNTY, 0.7 MILE NORTH OF ESCONDIDA, 41
 CX0267'FEET SOUTH OF THE SEVENTH POLE SOUTH OF MILEPOST 1363, AND 55 FEET
 CX0267'WEST OF THE CENTERLINE OF THE TRACK.  A UNITED STATES GEOLOGICAL
 CX0267'SURVEY STANDARD CAP, STAMPED 4020 AND RIVETED ON THE TOP OF A
 CX0267'3-1/2-INCH IRON PIPE PROJECTING 1 FOOT ABOVE GROUND.
 CX0267
 CX0267                          STATION RECOVERY (1980)
 CX0267
 CX0267'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CX0267'0.9 KM (0.55 MI) SOUTH ALONG U.S. HIGHWAY 54 FROM THE POST OFFICE
 CX0267'IN OROGRANDE, THENCE 0.6 KM (0.4 MI) SOUTHEAST ALONG A PAVED ROAD,
 CX0267'THENCE 28.6 KM (17.8 MI) NORTHERLY ALONG THE SOUTHERN PACIFIC
 CX0267'RAILROAD, 7 POLES SOUTH OF MILE POST 1363, 53.6 METERS
 CX0267'(176.0 FT) EAST OF THE CENTERLINE OF U.S. HIGHWAY 54, 17.4 METERS
 CX0267'(57.0 FT) WEST OF THE NEAR RAIL, AND 12.5 METERS (41.0 FT)
 CX0267'SOUTH OF A UTILITY POLE.
 CX0267'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 CX0267'THE MARK IS 0.6 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH7491 ***********************************************************************
 AH7491  DESIGNATION -  4024.64
 AH7491  PID         -  AH7491
 AH7491  STATE/COUNTY-  NM/QUAY
 AH7491  USGS QUAD   -  TUCUMCARI SE (1968)
 AH7491
 AH7491                         *CURRENT SURVEY CONTROL
 AH7491  ___________________________________________________________________
 AH7491* NAD 83(1986)-  35 06 25.     (N)    103 36 49.     (W)     SCALED    
 AH7491* NAVD 88     -      1227.349  (meters)    4026.73   (feet)  ADJUSTED  
 AH7491  ___________________________________________________________________
 AH7491  GEOID HEIGHT-         -23.44  (meters)                     GEOID03
 AH7491  DYNAMIC HT  -        1225.813 (meters)    4021.69  (feet)  COMP
 AH7491  MODELED GRAV-     979,340.0   (mgal)                       NAVD 88
 AH7491
 AH7491  VERT ORDER  -  SECOND    CLASS I
 AH7491
 AH7491.The horizontal coordinates were scaled from a topographic map and have
 AH7491.an estimated accuracy of +/- 6 seconds.
 AH7491
 AH7491.The orthometric height was determined by differential leveling
 AH7491.and adjusted by the National Geodetic Survey in July 2002..
 AH7491
 AH7491.The geoid height was determined by GEOID03.
 AH7491
 AH7491.The dynamic height is computed by dividing the NAVD 88
 AH7491.geopotential number by the normal gravity value computed on the
 AH7491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH7491.degrees latitude (g = 980.6199 gals.).
 AH7491
 AH7491.The modeled gravity was interpolated from observed gravity values.
 AH7491
 AH7491;                    North         East    Units  Estimated Accuracy
 AH7491;SPC NM E     -   455,680.      230,610.      MT  (+/- 180 meters Scaled)
 AH7491
 AH7491                          SUPERSEDED SURVEY CONTROL
 AH7491
 AH7491.No superseded survey control is available for this station.
 AH7491
 AH7491_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFU263857(NAD 83)
 AH7491_MARKER: DB = BENCH MARK DISK
 AH7491_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AH7491_SP_SET: HEADWALL
 AH7491_STAMPING: 402464
 AH7491_MARK LOGO: BOR   
 AH7491_PROJECTION: FLUSH
 AH7491_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH7491_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH7491+STABILITY: SURFACE MOTION
 AH7491_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH7491+SATELLITE: SATELLITE OBSERVATIONS - February 02, 1999
 AH7491
 AH7491  HISTORY     - Date     Condition        Report By
 AH7491  HISTORY     - UNK      MONUMENTED       BOR
 AH7491  HISTORY     - 19990202 GOOD             NGS
 AH7491
 AH7491                          STATION DESCRIPTION
 AH7491
 AH7491'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AH7491'10.7 KM (6.65 MI) EASTERLY ALONG U.S.  HIGHWAY 66 FROM THE JUNCTION OF
 AH7491'STATE HIGHWAYS 104 AND 209 IN TUCUMCARI, THENCE 7.2 KM (4.45 MI)
 AH7491'SOUTHERLY ALONG STATE HIGHWAY 278, NEAR THE CENTER OF THE WEST
 AH7491'CONCRETE HEADWALL OF A CULVERT UNDER THE HIGHWAY, 12.6 M (41.3 FT)
 AH7491'WEST OF THE HIGHWAY CENTERLINE, 6.2 M (20.3 FT) SOUTH OF A FENCE, AND
 AH7491'0.4 M (1.3 FT) ABOVE THE LEVEL OF THE HIGHWAY.  NOTE--THE MONUMENT IS
 AH7491'ON PROPERTY OWNED BY THE BUREAU OF RECLAMATION, ARCH HURLEY
 AH7491'CONSERVATION DISTRICT, 101 EAST HIGH STREET, TUCUMCARI, NM 88401,
 AH7491'TELEPHONE NUMBER (505) 461-2351.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH7486 ***********************************************************************
 AH7486  DESIGNATION -  4030.50
 AH7486  PID         -  AH7486
 AH7486  STATE/COUNTY-  NM/QUAY
 AH7486  USGS QUAD   -  LESBIA (1968)
 AH7486
 AH7486                         *CURRENT SURVEY CONTROL
 AH7486  ___________________________________________________________________
 AH7486* NAD 83(1986)-  35 10 18.     (N)    103 36 48.     (W)     SCALED    
 AH7486* NAVD 88     -      1229.077  (meters)    4032.40   (feet)  ADJUSTED  
 AH7486  ___________________________________________________________________
 AH7486  GEOID HEIGHT-         -23.36  (meters)                     GEOID03
 AH7486  DYNAMIC HT  -        1227.546 (meters)    4027.37  (feet)  COMP
 AH7486  MODELED GRAV-     979,346.5   (mgal)                       NAVD 88
 AH7486
 AH7486  VERT ORDER  -  SECOND    CLASS I
 AH7486
 AH7486.The horizontal coordinates were scaled from a topographic map and have
 AH7486.an estimated accuracy of +/- 6 seconds.
 AH7486
 AH7486.The orthometric height was determined by differential leveling
 AH7486.and adjusted by the National Geodetic Survey in July 2002..
 AH7486
 AH7486.The geoid height was determined by GEOID03.
 AH7486
 AH7486.The dynamic height is computed by dividing the NAVD 88
 AH7486.geopotential number by the normal gravity value computed on the
 AH7486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH7486.degrees latitude (g = 980.6199 gals.).
 AH7486
 AH7486.The modeled gravity was interpolated from observed gravity values.
 AH7486
 AH7486;                    North         East    Units  Estimated Accuracy
 AH7486;SPC NM E     -   462,860.      230,590.      MT  (+/- 180 meters Scaled)
 AH7486
 AH7486                          SUPERSEDED SURVEY CONTROL
 AH7486
 AH7486.No superseded survey control is available for this station.
 AH7486
 AH7486_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFU262929(NAD 83)
 AH7486_MARKER: DB = BENCH MARK DISK
 AH7486_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AH7486_SP_SET: HEADWALL
 AH7486_STAMPING: 4030.50
 AH7486_MARK LOGO: BOR   
 AH7486_PROJECTION: FLUSH
 AH7486_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH7486_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH7486+STABILITY: SURFACE MOTION
 AH7486_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH7486+SATELLITE: SATELLITE OBSERVATIONS - February 02, 1999
 AH7486
 AH7486  HISTORY     - Date     Condition        Report By
 AH7486  HISTORY     - UNK      MONUMENTED       BOR
 AH7486  HISTORY     - 19990202 GOOD             NGS
 AH7486
 AH7486                          STATION DESCRIPTION
 AH7486
 AH7486'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AH7486'10.7 KM (6.65 MI) EASTERLY ALONG U.S.  HIGHWAY 66 FROM THE JUNCTION OF
 AH7486'STATE HIGHWAYS 104 AND 209 IN TUCUMCARI, NEAR THE CENTER OF THE
 AH7486'SOUTHEAST CONCRETE HEADWALL OF A CULVERT UNDER THE HIGHWAY, 19.5 M
 AH7486'(64.0 FT) SOUTH OF THE HIGHWAY CENTERLINE, 19.0 M (62.3 FT) EAST OF
 AH7486'THE CENTER OF STATE HIGHWAY 278, 11.0 M (36.1 FT) NORTHEAST OF AN
 AH7486'UNDERGROUND CABLE JUNCTION BOX, 1.5 M (4.9 FT) SOUTHWEST OF AN
 AH7486'UNDERGROUND CABLE WARNING SIGN, AND 0.4 M (1.3 FT) BELOW THE LEVEL OF
 AH7486'THE HIGHWAY.  NOTE--THE MONUMENT IS ON PROPERTY OWNED BY THE BUREAU OF
 AH7486'RECLAMATION, ARCH HURLEY CONSERVATION DISTRICT, 101 EAST HIGH STREET,
 AH7486'TUCUMCARI, NM 88401, TELEPHONE NUMBER (505) 461-2351.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0265 ***********************************************************************
 CX0265  DESIGNATION -  4034
 CX0265  PID         -  CX0265
 CX0265  STATE/COUNTY-  NM/OTERO
 CX0265  USGS QUAD   -  TRES HERMANOS SE (1982)
 CX0265
 CX0265                         *CURRENT SURVEY CONTROL
 CX0265  ___________________________________________________________________
 CX0265* NAD 83(1986)-  32 34 06.     (N)    106 01 00.     (W)     SCALED    
 CX0265* NAVD 88     -      1230.187  (meters)    4036.04   (feet)  POSTED    
 CX0265  ___________________________________________________________________
 CX0265  GEOID HEIGHT-         -22.79  (meters)                     GEOID03
 CX0265  DYNAMIC HT  -        1228.380 (meters)    4030.11  (feet)  COMP
 CX0265  MODELED GRAV-     979,124.7   (mgal)                       NAVD 88
 CX0265
 CX0265  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 CX0265
 CX0265.The horizontal coordinates were scaled from a topographic map and have
 CX0265.an estimated accuracy of +/- 6 seconds.
 CX0265
 CX0265.The orthometric height was determined by differential leveling
 CX0265.and adjusted by the National Geodetic Survey in 1992..
 CX0265.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 CX0265.rate of 0.0 thru 1.0 mm/km.
 CX0265
 CX0265.The geoid height was determined by GEOID03.
 CX0265
 CX0265.The dynamic height is computed by dividing the NAVD 88
 CX0265.geopotential number by the normal gravity value computed on the
 CX0265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0265.degrees latitude (g = 980.6199 gals.).
 CX0265
 CX0265.The modeled gravity was interpolated from observed gravity values.
 CX0265
 CX0265;                    North         East    Units  Estimated Accuracy
 CX0265;SPC NM C     -   173,910.      521,910.      MT  (+/- 180 meters Scaled)
 CX0265
 CX0265                          SUPERSEDED SURVEY CONTROL
 CX0265
 CX0265  NGVD 29 (??/??/92) 1229.606  (m)         4034.13   (f) ADJ UNCH    1 2
 CX0265
 CX0265.Superseded values are not recommended for survey control.
 CX0265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0265.See file dsdata.txt to determine how the superseded data were derived.
 CX0265
 CX0265_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDS045038(NAD 83)
 CX0265_MARKER: P = PIPE CAP
 CX0265_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CX0265_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CX0265_STAMPING: 4034
 CX0265_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX0265
 CX0265  HISTORY     - Date     Condition        Report By
 CX0265  HISTORY     - UNK      MONUMENTED       USGS
 CX0265  HISTORY     - 1958     GOOD             NGS
 CX0265  HISTORY     - 1980     MARK NOT FOUND   NGS
 CX0265
 CX0265                          STATION DESCRIPTION
 CX0265
 CX0265'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CX0265'14.8 MI N FROM OROGRANDE.
 CX0265'ABOUT 14.8 MILES NORTH ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 CX0265'STATION AT OROGRANDE, 35 FEET SOUTH OF THE 7TH POLE SOUTH OF MILEPOST
 CX0265'1360, 49 FEET WEST OF THE WEST RAIL, 90 FEET EAST OF THE CENTER LINE
 CX0265'OF HIGHWAY 54, 48 FEET EAST OF A FENCE, ABOUT 3 FEET BELOW THE LEVEL
 CX0265'OF THE TRACK, AND ON THE TOP OF AN IRON PIPE PROJECTING 8 INCHES.
 CX0265
 CX0265                          STATION RECOVERY (1980)
 CX0265
 CX0265'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CX0265'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH7485 ***********************************************************************
 AH7485  DESIGNATION -  4048.07
 AH7485  PID         -  AH7485
 AH7485  STATE/COUNTY-  NM/QUAY
 AH7485  USGS QUAD   -  TUCUMCARI (1967)
 AH7485
 AH7485                         *CURRENT SURVEY CONTROL
 AH7485  ___________________________________________________________________
 AH7485* NAD 83(1986)-  35 10 17.     (N)    103 37 52.     (W)     SCALED    
 AH7485* NAVD 88     -      1234.510  (meters)    4050.22   (feet)  ADJUSTED  
 AH7485  ___________________________________________________________________
 AH7485  GEOID HEIGHT-         -23.35  (meters)                     GEOID03
 AH7485  DYNAMIC HT  -        1232.971 (meters)    4045.17  (feet)  COMP
 AH7485  MODELED GRAV-     979,345.6   (mgal)                       NAVD 88
 AH7485
 AH7485  VERT ORDER  -  SECOND    CLASS I
 AH7485
 AH7485.The horizontal coordinates were scaled from a topographic map and have
 AH7485.an estimated accuracy of +/- 6 seconds.
 AH7485
 AH7485.The orthometric height was determined by differential leveling
 AH7485.and adjusted by the National Geodetic Survey in July 2002..
 AH7485
 AH7485.The geoid height was determined by GEOID03.
 AH7485
 AH7485.The dynamic height is computed by dividing the NAVD 88
 AH7485.geopotential number by the normal gravity value computed on the
 AH7485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH7485.degrees latitude (g = 980.6199 gals.).
 AH7485
 AH7485.The modeled gravity was interpolated from observed gravity values.
 AH7485
 AH7485;                    North         East    Units  Estimated Accuracy
 AH7485;SPC NM E     -   462,820.      228,970.      MT  (+/- 180 meters Scaled)
 AH7485
 AH7485                          SUPERSEDED SURVEY CONTROL
 AH7485
 AH7485.No superseded survey control is available for this station.
 AH7485
 AH7485_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFU246929(NAD 83)
 AH7485_MARKER: DB = BENCH MARK DISK
 AH7485_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AH7485_SP_SET: HEADWALL
 AH7485_STAMPING: 4048.07
 AH7485_MARK LOGO: BOR   
 AH7485_PROJECTION: FLUSH
 AH7485_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH7485_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH7485+STABILITY: SURFACE MOTION
 AH7485_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH7485+SATELLITE: SATELLITE OBSERVATIONS - February 02, 1999
 AH7485
 AH7485  HISTORY     - Date     Condition        Report By
 AH7485  HISTORY     - UNK      MONUMENTED       BOR
 AH7485  HISTORY     - 19990202 GOOD             NGS
 AH7485
 AH7485                          STATION DESCRIPTION
 AH7485
 AH7485'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AH7485'9.0 KM (5.60 MI) EASTERLY ALONG U.S.  HIGHWAY 66 FROM THE JUNCTION OF
 AH7485'STATE HIGHWAYS 104 AND 209 IN TUCUMCARI, NEAR THE CENTER OF A CONCRETE
 AH7485'HEADWALL OF A CULVERT SPANNING AN IRRIGATION DITCH, 31.9 M (104.7 FT)
 AH7485'SOUTH OF THE HIGHWAY CENTERLINE, 10.6 M (34.8 FT) WEST OF THE CENTER
 AH7485'OF COUNTY ROAD AJ, 9.6 M (31.5 FT) SOUTHWEST OF THE SOUTHWEST CORNER
 AH7485'OF A CATTLE GUARD, 9.5 M (31.2 FT) SOUTHWEST OF A WITNESS POST AND
 AH7485'FENCE, 9.1 M (29.9 FT) SOUTH OF A T-JUNCTION UTILITY POLE WITH A GUY
 AH7485'CABLE, AND 0.4 M (1.3 FT) ABOVE THE LEVEL OF THE HIGHWAY.  NOTE--THE
 AH7485'MONUMENT IS ON PROPERTY OWNED BY THE BUREAU OF RECLAMATION, ARCH
 AH7485'HURLEY CONSERVATION DISTRICT, 101 EAST HIGH STREET, TUCUMCARI, NM
 AH7485'88401, TELEPHONE NUMBER (505) 461-2351.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0355 ***********************************************************************
 CX0355  DESIGNATION -  4053
 CX0355  PID         -  CX0355
 CX0355  STATE/COUNTY-  NM/OTERO
 CX0355  USGS QUAD   -  NEWMAN (1955)
 CX0355
 CX0355                         *CURRENT SURVEY CONTROL
 CX0355  ___________________________________________________________________
 CX0355* NAD 83(1986)-  32 03 47.     (N)    106 17 03.     (W)     SCALED    
 CX0355* NAVD 88     -      1236.043  (meters)    4055.25   (feet)  ADJUSTED  
 CX0355  ___________________________________________________________________
 CX0355  GEOID HEIGHT-         -23.77  (meters)                     GEOID03
 CX0355  DYNAMIC HT  -        1234.175 (meters)    4049.12  (feet)  COMP
 CX0355  MODELED GRAV-     979,085.9   (mgal)                       NAVD 88
 CX0355
 CX0355  VERT ORDER  -  FIRST     CLASS II
 CX0355
 CX0355.The horizontal coordinates were scaled from a topographic map and have
 CX0355.an estimated accuracy of +/- 6 seconds.
 CX0355
 CX0355.The orthometric height was determined by differential leveling
 CX0355.and adjusted by the National Geodetic Survey in June 1991..
 CX0355.WARNING-Repeat measurements at this control monument indicate possible
 CX0355.vertical movement.
 CX0355
 CX0355.The geoid height was determined by GEOID03.
 CX0355
 CX0355.The dynamic height is computed by dividing the NAVD 88
 CX0355.geopotential number by the normal gravity value computed on the
 CX0355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0355.degrees latitude (g = 980.6199 gals.).
 CX0355
 CX0355.The modeled gravity was interpolated from observed gravity values.
 CX0355
 CX0355;                    North         East    Units  Estimated Accuracy
 CX0355;SPC NM C     -   117,860.      496,770.      MT  (+/- 180 meters Scaled)
 CX0355
 CX0355                          SUPERSEDED SURVEY CONTROL
 CX0355
 CX0355  NGVD 29 (??/??/92) 1235.433  (m)         4053.25   (f) ADJ UNCH    1 2
 CX0355
 CX0355.Superseded values are not recommended for survey control.
 CX0355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0355.See file dsdata.txt to determine how the superseded data were derived.
 CX0355
 CX0355_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR787481(NAD 83)
 CX0355_MARKER: P = PIPE CAP
 CX0355_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CX0355_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CX0355_STAMPING: 4053
 CX0355_PROJECTION: PROJECTING 20 CENTIMETERS
 CX0355_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX0355
 CX0355  HISTORY     - Date     Condition        Report By
 CX0355  HISTORY     - UNK      MONUMENTED       USGS
 CX0355  HISTORY     - 1967     GOOD             NGS
 CX0355  HISTORY     - 1981     GOOD             NGS
 CX0355
 CX0355                          STATION DESCRIPTION
 CX0355
 CX0355'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 CX0355'4.8 MI NE FROM NEWMAN, TEXAS.
 CX0355'ABOUT 4.8 MILES NORTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 CX0355'POST OFFICE AT NEWMAN, IN S 1, T 26 S, R 6 E, 50 FEET NORTHWEST OF THE
 CX0355'NORTHWEST RAIL OF THE MAIN TRACK, 122 FEET SOUTHEAST OF THE CENTER
 CX0355'LINE OF U.S. HIGHWAY 54, 45 FEET NORTH OF THE 7TH TELEPHONE POLE
 CX0355'SOUTHWEST OF MILEPOST 1321, 35 FEET SOUTHEAST OF THE CENTER LINE OF A
 CX0355'DIRT ROAD, 12 FEET NORTHWEST OF A POINT IN LINE WITH A ROW OF
 CX0355'TELEPHONE POLES, 1.6 FEET SOUTHEAST OF A METAL WITNESS POST, ABOUT 6
 CX0355'FEET BELOW THE LEVEL OF THE TRACK, A U.S. GEOLOGICAL SURVEY CAP
 CX0355'RIVETED ON THE TOP OF A 3 1/2-INCH IRON PIPE PROJECTING 24 INCHES.
 CX0355
 CX0355                          STATION RECOVERY (1981)
 CX0355
 CX0355'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CX0355'8.1 KM (5.0 MI) NORTHEAST ALONG U.S. HIGHWAY 54 FROM THE
 CX0355'TEXAS-NEW MEXICO STATE LINE IN NEWMAN, 7 POLES SOUTHWEST OF RAILROAD
 CX0355'MILE POST 1321, 0.2 KM (0.1 MI) SOUTHWEST OF MILE POST 5, 37.2
 CX0355'METERS (122.0 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 15.2
 CX0355'METERS (50.0 FT) NORTHWEST OF THE NEAR RAIL OF THE SOUTHERN PACIFIC
 CX0355'RAILROAD AND 13.7 METERS (45.0 FT) NORTH OF A UTILITY POLE.
 CX0355'THE MARK IS 0.5 METERS  SE FROM A WITNESS POST.
 CX0355'THE MARK IS 1.8 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0388 ***********************************************************************
 CX0388  DESIGNATION -  4058
 CX0388  PID         -  CX0388
 CX0388  STATE/COUNTY-  NM/OTERO
 CX0388  USGS QUAD   -  OROGRANDE NORTH (1994)
 CX0388
 CX0388                         *CURRENT SURVEY CONTROL
 CX0388  ___________________________________________________________________
 CX0388* NAD 83(1986)-  32 29 00.     (N)    106 01 44.     (W)     SCALED    
 CX0388* NAVD 88     -      1237.577  (meters)    4060.28   (feet)  POSTED    
 CX0388  ___________________________________________________________________
 CX0388  GEOID HEIGHT-         -22.82  (meters)                     GEOID03
 CX0388  DYNAMIC HT  -        1235.760 (meters)    4054.32  (feet)  COMP
 CX0388  MODELED GRAV-     979,129.8   (mgal)                       NAVD 88
 CX0388
 CX0388  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 CX0388
 CX0388.The horizontal coordinates were scaled from a topographic map and have
 CX0388.an estimated accuracy of +/- 6 seconds.
 CX0388
 CX0388.The orthometric height was determined by differential leveling
 CX0388.and adjusted by the National Geodetic Survey in 1992..
 CX0388.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 CX0388.rate of 1.1 thru 2.0 mm/km.
 CX0388
 CX0388.The geoid height was determined by GEOID03.
 CX0388
 CX0388.The dynamic height is computed by dividing the NAVD 88
 CX0388.geopotential number by the normal gravity value computed on the
 CX0388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0388.degrees latitude (g = 980.6199 gals.).
 CX0388
 CX0388.The modeled gravity was interpolated from observed gravity values.
 CX0388
 CX0388;                    North         East    Units  Estimated Accuracy
 CX0388;SPC NM C     -   164,480.      520,780.      MT  (+/- 180 meters Scaled)
 CX0388
 CX0388                          SUPERSEDED SURVEY CONTROL
 CX0388
 CX0388  NGVD 29 (??/??/92) 1237.001  (m)         4058.39   (f) ADJ UNCH    1 2
 CX0388
 CX0388.Superseded values are not recommended for survey control.
 CX0388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0388.See file dsdata.txt to determine how the superseded data were derived.
 CX0388
 CX0388_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDR033944(NAD 83)
 CX0388_MARKER: P = PIPE CAP
 CX0388_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CX0388_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CX0388_STAMPING: 4058
 CX0388_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX0388
 CX0388  HISTORY     - Date     Condition        Report By
 CX0388  HISTORY     - UNK      MONUMENTED       USGS
 CX0388  HISTORY     - 1958     MARK NOT FOUND   NGS
 CX0388  HISTORY     - 1980     MARK NOT FOUND   NGS
 CX0388
 CX0388                          STATION DESCRIPTION
 CX0388
 CX0388'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CX0388'8.8 MI N FROM OROGRANDE.
 CX0388'8.8 MILES NORTH ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 CX0388'STATION AT OROGRANDE, OTERO COUNTY, 2.5 MILES NORTH OF TURQUOISE, 75
 CX0388'FEET SOUTH OF THE SEVENTH POLE SOUTH OF MILEPOST 1354, AND 52 FEET
 CX0388'WEST OF THE CENTERLINE OF THE TRACK.  A UNITED STATES GEOLOGICAL
 CX0388'SURVEY STANDARD CAP, STAMPED 4058 AND RIVETED ON THE TOP OF A
 CX0388'3-1/2-INCH IRON PIPE PROJECTING 1 FOOT ABOVE GROUND.
 CX0388
 CX0388                          STATION RECOVERY (1980)
 CX0388
 CX0388'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CX0388'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0448 ***********************************************************************
 CW0448  DESIGNATION -  4072
 CW0448  PID         -  CW0448
 CW0448  STATE/COUNTY-  NM/OTERO
 CW0448  USGS QUAD   -  ALAMOGORDO SOUTH (1981)
 CW0448
 CW0448                         *CURRENT SURVEY CONTROL
 CW0448  ___________________________________________________________________
 CW0448* NAD 83(1986)-  32 47 04.     (N)    105 58 50.     (W)     SCALED    
 CW0448* NAVD 88     -      1241.748  (meters)    4073.97   (feet)  ADJUSTED  
 CW0448  ___________________________________________________________________
 CW0448  GEOID HEIGHT-         -22.39  (meters)                     GEOID03
 CW0448  DYNAMIC HT  -        1239.911 (meters)    4067.94  (feet)  COMP
 CW0448  MODELED GRAV-     979,116.2   (mgal)                       NAVD 88
 CW0448
 CW0448  VERT ORDER  -  FIRST     CLASS II
 CW0448
 CW0448.The horizontal coordinates were scaled from a topographic map and have
 CW0448.an estimated accuracy of +/- 6 seconds.
 CW0448
 CW0448.The orthometric height was determined by differential leveling
 CW0448.and adjusted by the National Geodetic Survey in June 1991..
 CW0448
 CW0448.The geoid height was determined by GEOID03.
 CW0448
 CW0448.The dynamic height is computed by dividing the NAVD 88
 CW0448.geopotential number by the normal gravity value computed on the
 CW0448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0448.degrees latitude (g = 980.6199 gals.).
 CW0448
 CW0448.The modeled gravity was interpolated from observed gravity values.
 CW0448
 CW0448;                    North         East    Units  Estimated Accuracy
 CW0448;SPC NM C     -   197,880.      525,240.      MT  (+/- 180 meters Scaled)
 CW0448
 CW0448                          SUPERSEDED SURVEY CONTROL
 CW0448
 CW0448.No superseded survey control is available for this station.
 CW0448
 CW0448_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDS081278(NAD 83)
 CW0448_MARKER: Z = SEE DESCRIPTION
 CW0448_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CW0448_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CW0448_STAMPING: 4072
 CW0448_PROJECTION: PROJECTING 27 CENTIMETERS
 CW0448_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CW0448
 CW0448  HISTORY     - Date     Condition        Report By
 CW0448  HISTORY     - UNK      MONUMENTED       USGS
 CW0448  HISTORY     - 1952     GOOD             NGS
 CW0448  HISTORY     - 1968     GOOD             NGS
 CW0448  HISTORY     - 1980     GOOD             NGS
 CW0448
 CW0448                          STATION DESCRIPTION
 CW0448
 CW0448'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CW0448'8.05 MI S FROM ALAMOGORDO.
 CW0448'8.05 MILES SOUTH ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATION
 CW0448'AT ALAMOGORDO, 73.1 FEET SOUTH OF THE 8TH POLE SOUTH OF MILEPOST 1375,
 CW0448'85 FEET EAST OF THE CENTER LINE OF U.S. HIGHWAY 54, 64 FEET WEST OF
 CW0448'THE WEST RAIL, 31 FEET EAST OF A FENCE, RIVETED ON THE TOP OF A 3 1/2
 CW0448'INCH IRON PIPE WHICH PROJECTS 1.2 FEET ABOVE THE GROUND.
 CW0448
 CW0448                          STATION RECOVERY (1968)
 CW0448
 CW0448'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 CW0448'RECOVERED IN GOOD CONDITION.
 CW0448
 CW0448                          STATION RECOVERY (1980)
 CW0448
 CW0448'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CW0448'12.7 KM (7.9 MI) SOUTHERLY ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 CW0448'THE STATION IN ALAMOGORDO, 8 1/2 POLES SOUTH OF MILEPOST
 CW0448'1375, 0.6 KM (0.35 MI) SOUTH OF HIGHWAY MILE POST 59, 41.1 METERS
 CW0448'(135.0 FT) EAST OF THE CENTERLINE OF U.S. HIGHWAY 54, 22.3 METERS
 CW0448'(73.1 FT) SOUTH OF A UTILITY POLE AND 19.5 METERS (64.0 FT) WEST
 CW0448'OF THE NEAR RAIL.
 CW0448'THE MARK IS 0.5 METERS  S FROM A WITNESS POST.
 CW0448'THE MARK IS 0.6 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0366 ***********************************************************************
 CX0366  DESIGNATION -  4077
 CX0366  PID         -  CX0366
 CX0366  STATE/COUNTY-  NM/OTERO
 CX0366  USGS QUAD   -  DESERT (1955)
 CX0366
 CX0366                         *CURRENT SURVEY CONTROL
 CX0366  ___________________________________________________________________
 CX0366* NAD 83(1986)-  32 12 59.     (N)    106 11 09.     (W)     SCALED    
 CX0366* NAVD 88     -      1243.546  (meters)    4079.87   (feet)  ADJUSTED  
 CX0366  ___________________________________________________________________
 CX0366  GEOID HEIGHT-         -23.36  (meters)                     GEOID03
 CX0366  DYNAMIC HT  -        1241.708 (meters)    4073.84  (feet)  COMP
 CX0366  MODELED GRAV-     979,117.3   (mgal)                       NAVD 88
 CX0366
 CX0366  VERT ORDER  -  FIRST     CLASS II
 CX0366
 CX0366.The horizontal coordinates were scaled from a topographic map and have
 CX0366.an estimated accuracy of +/- 6 seconds.
 CX0366
 CX0366.The orthometric height was determined by differential leveling
 CX0366.and adjusted by the National Geodetic Survey in June 1991..
 CX0366
 CX0366.The geoid height was determined by GEOID03.
 CX0366
 CX0366.The dynamic height is computed by dividing the NAVD 88
 CX0366.geopotential number by the normal gravity value computed on the
 CX0366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0366.degrees latitude (g = 980.6199 gals.).
 CX0366
 CX0366.The modeled gravity was interpolated from observed gravity values.
 CX0366
 CX0366;                    North         East    Units  Estimated Accuracy
 CX0366;SPC NM C     -   134,860.      506,050.      MT  (+/- 180 meters Scaled)
 CX0366
 CX0366                          SUPERSEDED SURVEY CONTROL
 CX0366
 CX0366  NGVD 29 (??/??/92) 1242.967  (m)         4077.97   (f) ADJ UNCH    1 2
 CX0366
 CX0366.Superseded values are not recommended for survey control.
 CX0366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0366.See file dsdata.txt to determine how the superseded data were derived.
 CX0366
 CX0366_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR882650(NAD 83)
 CX0366_MARKER: P = PIPE CAP
 CX0366_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CX0366_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CX0366_STAMPING: 4077
 CX0366_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX0366
 CX0366  HISTORY     - Date     Condition        Report By
 CX0366  HISTORY     - UNK      MONUMENTED       USGS
 CX0366  HISTORY     - 1954     GOOD             DOD
 CX0366  HISTORY     - 1981     MARK NOT FOUND   NGS
 CX0366
 CX0366                          STATION DESCRIPTION
 CX0366
 CX0366'DESCRIBED BY US DEPARTMENT OF DEFENSE 1954
 CX0366'12.3 MI SW FROM OROGRANDE.
 CX0366'12.3 MILES SOUTHWEST ALONG THE SOUTHERN PACIFIC CO. RR FROM THE
 CX0366'STATION AT OROGRANDE, OTERO COUNTY, 0.8 MILE NORTHEAST OF DESERT, 45
 CX0366'FEET SOUTH OF THE SEVENTH POLE SOUTH OF MILEPOST 1333, AND 50 FEET
 CX0366'WEST OF THE CENTERLINE OF THE TRACK.  A UNITED STATES GEOLOGICAL
 CX0366'SURVEY STANDARD CAP, STAMPED 4077 AND RIVETED ON THE TOP OF A 3-1/2
 CX0366'INCH IRON PIPE PROJECTION 1-1/2 FEET ABOVE THE GROUND.
 CX0366
 CX0366                          STATION RECOVERY (1981)
 CX0366
 CX0366'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CX0366'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0364 ***********************************************************************
 CX0364  DESIGNATION -  4078
 CX0364  PID         -  CX0364
 CX0364  STATE/COUNTY-  NM/OTERO
 CX0364  USGS QUAD   -  DESERT (1955)
 CX0364
 CX0364                         *CURRENT SURVEY CONTROL
 CX0364  ___________________________________________________________________
 CX0364* NAD 83(1986)-  32 10 41.     (N)    106 12 39.     (W)     SCALED    
 CX0364* NAVD 88     -      1243.809  (meters)    4080.73   (feet)  ADJUSTED  
 CX0364  ___________________________________________________________________
 CX0364  GEOID HEIGHT-         -23.44  (meters)                     GEOID03
 CX0364  DYNAMIC HT  -        1241.968 (meters)    4074.69  (feet)  COMP
 CX0364  MODELED GRAV-     979,115.8   (mgal)                       NAVD 88
 CX0364
 CX0364  VERT ORDER  -  FIRST     CLASS II
 CX0364
 CX0364.The horizontal coordinates were scaled from a topographic map and have
 CX0364.an estimated accuracy of +/- 6 seconds.
 CX0364
 CX0364.The orthometric height was determined by differential leveling
 CX0364.and adjusted by the National Geodetic Survey in June 1991..
 CX0364.WARNING-Repeat measurements at this control monument indicate possible
 CX0364.vertical movement.
 CX0364
 CX0364.The geoid height was determined by GEOID03.
 CX0364
 CX0364.The dynamic height is computed by dividing the NAVD 88
 CX0364.geopotential number by the normal gravity value computed on the
 CX0364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0364.degrees latitude (g = 980.6199 gals.).
 CX0364
 CX0364.The modeled gravity was interpolated from observed gravity values.
 CX0364
 CX0364;                    North         East    Units  Estimated Accuracy
 CX0364;SPC NM C     -   130,610.      503,690.      MT  (+/- 180 meters Scaled)
 CX0364
 CX0364                          SUPERSEDED SURVEY CONTROL
 CX0364
 CX0364  NGVD 29 (??/??/92) 1243.190  (m)         4078.70   (f) ADJ UNCH    1 2
 CX0364
 CX0364.Superseded values are not recommended for survey control.
 CX0364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0364.See file dsdata.txt to determine how the superseded data were derived.
 CX0364
 CX0364_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR858608(NAD 83)
 CX0364_MARKER: P = PIPE CAP
 CX0364_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CX0364_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CX0364_STAMPING: 4078 19
 CX0364_PROJECTION: PROJECTING 30 CENTIMETERS
 CX0364_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX0364
 CX0364  HISTORY     - Date     Condition        Report By
 CX0364  HISTORY     - UNK      MONUMENTED       USGS
 CX0364  HISTORY     - 1954     GOOD             DOD
 CX0364  HISTORY     - 1980     GOOD             NGS
 CX0364
 CX0364                          STATION DESCRIPTION
 CX0364
 CX0364'DESCRIBED BY US DEPARTMENT OF DEFENSE 1954
 CX0364'8.1 MI NE FROM HUECO.
 CX0364'8.1 MILES NORTHEAST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM
 CX0364'HUECO, OTERO COUNTY, 2-1/4 MILES SOUTHWEST OF DESERT, 65 FEET NORTH OF
 CX0364'THE SEVENTH POLE SOUTH OF MILEPOST 1330, AND 50 FEET WEST OF THE
 CX0364'CENTERLINE OF THE TRACK.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 CX0364'CAP, STAMPED 4078 19 AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE.
 CX0364
 CX0364                          STATION RECOVERY (1980)
 CX0364
 CX0364'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CX0364'22.7 KM (14.1 MI) NORTHEAST ALONG U.S. HIGHWAY 54 FROM THE
 CX0364'TEXAS NEW MEXICO STATE LINE IN NEWMAN, 7 POLES SOUTH OF RAILROAD
 CX0364'MILE POST 1330, 62.2 METERS (204.0 FT) SOUTHEAST OF THE CENTERLINE
 CX0364'OF THE HIGHWAY, 20.7 METERS (68.0 FT) NORTHEAST OF A UTILITY POLE
 CX0364'AND 14.9 METERS (49.0 FT) NORTHWEST OF THE NEAR RAIL OF THE SOUTHERN
 CX0364'PACIFIC RAILROAD.
 CX0364'THE MARK IS 0.6 METERS  N FROM A WITNESS POST.
 CX0364'THE MARK IS 0.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH7484 ***********************************************************************
 AH7484  DESIGNATION -  4084.62
 AH7484  PID         -  AH7484
 AH7484  STATE/COUNTY-  NM/QUAY
 AH7484  USGS QUAD   -  TUCUMCARI (1967)
 AH7484
 AH7484                         *CURRENT SURVEY CONTROL
 AH7484  ___________________________________________________________________
 AH7484* NAD 83(1986)-  35 10 20.     (N)    103 40 00.     (W)     SCALED    
 AH7484* NAVD 88     -      1245.647  (meters)    4086.76   (feet)  ADJUSTED  
 AH7484  ___________________________________________________________________
 AH7484  GEOID HEIGHT-         -23.31  (meters)                     GEOID03
 AH7484  DYNAMIC HT  -        1244.095 (meters)    4081.67  (feet)  COMP
 AH7484  MODELED GRAV-     979,344.6   (mgal)                       NAVD 88
 AH7484
 AH7484  VERT ORDER  -  SECOND    CLASS I
 AH7484
 AH7484.The horizontal coordinates were scaled from a topographic map and have
 AH7484.an estimated accuracy of +/- 6 seconds.
 AH7484
 AH7484.The orthometric height was determined by differential leveling
 AH7484.and adjusted by the National Geodetic Survey in July 2002..
 AH7484
 AH7484.The geoid height was determined by GEOID03.
 AH7484
 AH7484.The dynamic height is computed by dividing the NAVD 88
 AH7484.geopotential number by the normal gravity value computed on the
 AH7484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH7484.degrees latitude (g = 980.6199 gals.).
 AH7484
 AH7484.The modeled gravity was interpolated from observed gravity values.
 AH7484
 AH7484;                    North         East    Units  Estimated Accuracy
 AH7484;SPC NM E     -   462,890.      225,730.      MT  (+/- 180 meters Scaled)
 AH7484
 AH7484                          SUPERSEDED SURVEY CONTROL
 AH7484
 AH7484.No superseded survey control is available for this station.
 AH7484
 AH7484_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFU214929(NAD 83)
 AH7484_MARKER: DB = BENCH MARK DISK
 AH7484_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AH7484_SP_SET: HEADWALL
 AH7484_STAMPING: 4084.62
 AH7484_MARK LOGO: BOR   
 AH7484_PROJECTION: FLUSH
 AH7484_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH7484_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH7484+STABILITY: SURFACE MOTION
 AH7484_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH7484+SATELLITE: SATELLITE OBSERVATIONS - February 02, 1999
 AH7484
 AH7484  HISTORY     - Date     Condition        Report By
 AH7484  HISTORY     - UNK      MONUMENTED       BOR
 AH7484  HISTORY     - 19990202 GOOD             NGS
 AH7484
 AH7484                          STATION DESCRIPTION
 AH7484
 AH7484'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AH7484'4.1 KM (2.55 MI) EASTERLY ALONG U.S.  HIGHWAY 66 FROM THE JUNCTION OF
 AH7484'STATE HIGHWAYS 104 AND 209 IN TUCUMCARI, THENCE 1.3 KM (0.80 MI)
 AH7484'EASTERLY ALONG COUNTY ROAD 63, NEAR THE CENTER OF THE WEST CONCRETE
 AH7484'HEADWALL OF A CULVERT SPANNING AN IRRIGATION DITCH, 35.9 M (117.8 FT)
 AH7484'SOUTH OF THE INTERSECTION OF COUNTY ROADS 63 AND AL, 11.6 M (38.1 FT)
 AH7484'WEST OF AND LEVEL WITH THE CENTER OF COUNTY ROAD 63, 9.1 M (29.9 FT)
 AH7484'NORTH OF A WITNESS POST AND FENCE, AND 5.2 M (17.1 FT) SOUTH OF THE
 AH7484'CENTER OF A TRACK ROAD.  NOTE--THE MONUMENT IS ON PROPERTY OWNED BY
 AH7484'THE BUREAU OF RECLAMATION, ARCH HURLEY CONSERVATION DISTRICT, 101 EAST
 AH7484'HIGH STREET, TUCUMCARI, NM 88401, TELEPHONE NUMBER (505) 461-2351.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0368 ***********************************************************************
 CX0368  DESIGNATION -  4085
 CX0368  PID         -  CX0368
 CX0368  STATE/COUNTY-  NM/OTERO
 CX0368  USGS QUAD   -  ELWOOD (1994)
 CX0368
 CX0368                         *CURRENT SURVEY CONTROL
 CX0368  ___________________________________________________________________
 CX0368* NAD 83(1986)-  32 15 17.     (N)    106 09 43.     (W)     SCALED    
 CX0368* NAVD 88     -      1245.940  (meters)    4087.72   (feet)  ADJUSTED  
 CX0368  ___________________________________________________________________
 CX0368  GEOID HEIGHT-         -23.30  (meters)                     GEOID03
 CX0368  DYNAMIC HT  -        1244.090 (meters)    4081.65  (feet)  COMP
 CX0368  MODELED GRAV-     979,111.7   (mgal)                       NAVD 88
 CX0368
 CX0368  VERT ORDER  -  FIRST     CLASS II
 CX0368
 CX0368.The horizontal coordinates were scaled from a topographic map and have
 CX0368.an estimated accuracy of +/- 6 seconds.
 CX0368
 CX0368.The orthometric height was determined by differential leveling
 CX0368.and adjusted by the National Geodetic Survey in June 1991..
 CX0368
 CX0368.The geoid height was determined by GEOID03.
 CX0368
 CX0368.The dynamic height is computed by dividing the NAVD 88
 CX0368.geopotential number by the normal gravity value computed on the
 CX0368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0368.degrees latitude (g = 980.6199 gals.).
 CX0368
 CX0368.The modeled gravity was interpolated from observed gravity values.
 CX0368
 CX0368;                    North         East    Units  Estimated Accuracy
 CX0368;SPC NM C     -   139,110.      508,300.      MT  (+/- 180 meters Scaled)
 CX0368
 CX0368                          SUPERSEDED SURVEY CONTROL
 CX0368
 CX0368  NGVD 29 (??/??/92) 1245.347  (m)         4085.78   (f) ADJ UNCH    1 2
 CX0368
 CX0368.Superseded values are not recommended for survey control.
 CX0368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0368.See file dsdata.txt to determine how the superseded data were derived.
 CX0368
 CX0368_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR905692(NAD 83)
 CX0368_MARKER: P = PIPE CAP
 CX0368_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CX0368_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CX0368_STAMPING: 4085
 CX0368_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX0368
 CX0368  HISTORY     - Date     Condition        Report By
 CX0368  HISTORY     - UNK      MONUMENTED       USGS
 CX0368  HISTORY     - 1954     GOOD             DOD
 CX0368  HISTORY     - 1981     MARK NOT FOUND   NGS
 CX0368
 CX0368                          STATION DESCRIPTION
 CX0368
 CX0368'DESCRIBED BY US DEPARTMENT OF DEFENSE 1954
 CX0368'9.2 MI SW FROM OROGRANDE.
 CX0368'9.2 MILES SOUTHWEST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 CX0368'STATION AT OROGRANDE, OTERO COUNTY, 3.8 MILES NORTHEAST OF DESERT, 15
 CX0368'FEET NORTH OF THE SEVENTH POLE SOUTH OF MILEPOST 1336, AND 50 FEET
 CX0368'WEST OF THE CENTERLINE OF THE TRACK.  A UNITED STATES GEOLOGICAL
 CX0368'SURVEY STANDARD CAP, STAMPED 4085 AND RIVETED ON THE TOP OF A
 CX0368'3-1/2-INCH IRON PIPE PROJECTING 1-1/2 FEET ABOVE GROUND.
 CX0368
 CX0368                          STATION RECOVERY (1981)
 CX0368
 CX0368'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CX0368'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0282 ***********************************************************************
 CW0282  DESIGNATION -  4085
 CW0282  PID         -  CW0282
 CW0282  STATE/COUNTY-  NM/EDDY
 CW0282  USGS QUAD   -  HOPE (1975)
 CW0282
 CW0282                         *CURRENT SURVEY CONTROL
 CW0282  ___________________________________________________________________
 CW0282* NAD 83(1986)-  32 48 38.     (N)    104 43 57.     (W)     SCALED    
 CW0282* NAVD 88     -      1245.818  (meters)    4087.32   (feet)  ADJUSTED  
 CW0282  ___________________________________________________________________
 CW0282  GEOID HEIGHT-         -22.56  (meters)                     GEOID03
 CW0282  DYNAMIC HT  -        1244.032 (meters)    4081.46  (feet)  COMP
 CW0282  MODELED GRAV-     979,161.5   (mgal)                       NAVD 88
 CW0282
 CW0282  VERT ORDER  -  SECOND    CLASS 0
 CW0282
 CW0282.The horizontal coordinates were scaled from a topographic map and have
 CW0282.an estimated accuracy of +/- 6 seconds.
 CW0282
 CW0282.The orthometric height was determined by differential leveling
 CW0282.and adjusted by the National Geodetic Survey in June 1991..
 CW0282
 CW0282.The geoid height was determined by GEOID03.
 CW0282
 CW0282.The dynamic height is computed by dividing the NAVD 88
 CW0282.geopotential number by the normal gravity value computed on the
 CW0282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0282.degrees latitude (g = 980.6199 gals.).
 CW0282
 CW0282.The modeled gravity was interpolated from observed gravity values.
 CW0282
 CW0282;                    North         East    Units  Estimated Accuracy
 CW0282;SPC NM E     -   200,820.      127,620.      MT  (+/- 180 meters Scaled)
 CW0282
 CW0282                          SUPERSEDED SURVEY CONTROL
 CW0282
 CW0282  NGVD 29 (??/??/92) 1245.287  (m)         4085.58   (f) ADJ UNCH    2 0
 CW0282
 CW0282.Superseded values are not recommended for survey control.
 CW0282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0282.See file dsdata.txt to determine how the superseded data were derived.
 CW0282
 CW0282_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES250303(NAD 83)
 CW0282_MARKER: DD = SURVEY DISK
 CW0282_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CW0282_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CW0282_STAMPING: 4085 1928
 CW0282_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CW0282
 CW0282  HISTORY     - Date     Condition        Report By
 CW0282  HISTORY     - 1928     MONUMENTED       BPR
 CW0282  HISTORY     - 1934     GOOD             NGS
 CW0282
 CW0282                          STATION DESCRIPTION
 CW0282
 CW0282'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CW0282'IN HOPE.
 CW0282'IN FRONT OF THE OLD BANK BLDG., 36 FT. W. OF THE CENTER LINE OF HWY.
 CW0282'TO ARTESIA, 40 FT. N. OF HWY NO. 83 AND MAIN ST., AND 1 FT. S. OF
 CW0282'SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0370 ***********************************************************************
 CX0370  DESIGNATION -  4089
 CX0370  PID         -  CX0370
 CX0370  STATE/COUNTY-  NM/OTERO
 CX0370  USGS QUAD   -  ELWOOD (1994)
 CX0370
 CX0370                         *CURRENT SURVEY CONTROL
 CX0370  ___________________________________________________________________
 CX0370* NAD 83(1986)-  32 17 33.     (N)    106 08 15.     (W)     SCALED    
 CX0370* NAVD 88     -      1247.021  (meters)    4091.27   (feet)  ADJUSTED  
 CX0370  ___________________________________________________________________
 CX0370  GEOID HEIGHT-         -23.21  (meters)                     GEOID03
 CX0370  DYNAMIC HT  -        1245.179 (meters)    4085.22  (feet)  COMP
 CX0370  MODELED GRAV-     979,118.7   (mgal)                       NAVD 88
 CX0370  OBS GRAVITY -     979,116.5   (mgal)                       GRAV_OBS
 CX0370
 CX0370  VERT ORDER  -  FIRST     CLASS II
 CX0370
 CX0370.The horizontal coordinates were scaled from a topographic map and have
 CX0370.an estimated accuracy of +/- 6 seconds.
 CX0370
 CX0370.The orthometric height was determined by differential leveling
 CX0370.and adjusted by the National Geodetic Survey in June 1991..
 CX0370
 CX0370.The geoid height was determined by GEOID03.
 CX0370
 CX0370.The dynamic height is computed by dividing the NAVD 88
 CX0370.geopotential number by the normal gravity value computed on the
 CX0370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0370.degrees latitude (g = 980.6199 gals.).
 CX0370
 CX0370.The modeled gravity was interpolated from observed gravity values.
 CX0370.The observed gravity was obtained from relative gravimeter ties
 CX0370.to the IGSN71 gravity network.
 CX0370
 CX0370;                    North         East    Units  Estimated Accuracy
 CX0370;SPC NM C     -   143,300.      510,600.      MT  (+/- 180 meters Scaled)
 CX0370
 CX0370                          SUPERSEDED SURVEY CONTROL
 CX0370
 CX0370  NGVD 29 (??/??/92) 1246.434  (m)         4089.34   (f) ADJ UNCH    1 2
 CX0370
 CX0370.Superseded values are not recommended for survey control.
 CX0370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0370.See file dsdata.txt to determine how the superseded data were derived.
 CX0370
 CX0370_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR928734(NAD 83)
 CX0370_MARKER: P = PIPE CAP
 CX0370_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CX0370_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CX0370_STAMPING: 4089
 CX0370_PROJECTION: PROJECTING 43 CENTIMETERS
 CX0370_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX0370
 CX0370  HISTORY     - Date     Condition        Report By
 CX0370  HISTORY     - UNK      MONUMENTED       USGS
 CX0370  HISTORY     - 1954     GOOD             DOD
 CX0370  HISTORY     - 1980     GOOD             NGS
 CX0370
 CX0370                          STATION DESCRIPTION
 CX0370
 CX0370'DESCRIBED BY US DEPARTMENT OF DEFENSE 1954
 CX0370'6.2 MI SW FROM OROGRANDE.
 CX0370'6.2 MILES SOUTHWEST ALONG THE SOUTHERN PACIFIC CO. RR FROM THE STATION
 CX0370'AT OROGRANDE, OTERO CO., 0.4 MILE SOUTHWEST OF ELWOOD, 90 FEET SOUTH
 CX0370'OF THE SEVENTH POLE SOUTH OF MILEPOST 1339, AND 53 FEET WEST OF THE
 CX0370'CENTERLINE OF THE TRACK.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 CX0370'CAP, STAMPED 4089 AND RIVETED ON THE TOP OF A 3-1/2 INCH IRON PIPE
 CX0370'PROJECTION 1 FOOT ABOVE THE GROUND.
 CX0370
 CX0370                          STATION RECOVERY (1980)
 CX0370
 CX0370'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CX0370'10.6 KM (6.6 MI) SOUTHWEST ALONG U.S. HIGHWAY 54 FROM THE POST
 CX0370'OFFICE IN OROGRANDE, 7 1/2 POLES SOUTHWEST OF RAILROAD MILE POST
 CX0370'1339, 3 1/2 POLES SOUTHWEST OF RAILROAD SIGNALS NUMBER 1338.8 AND
 CX0370'1338.9, 0.2 KM (0.1 MI) SOUTHWEST OF MILE POST 23, 48.5 METERS
 CX0370'(159.0 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 27.4 METERS
 CX0370'(90.0 FT) SOUTHWEST OF A UTILITY POLE, 26.5 METERS (87.0 FT) NORTHEAST
 CX0370'OF A UTILITY POLE AND 16.2 METERS (53.0 FT) NORTHWEST OF THE NEAR
 CX0370'RAIL OF THE SOUTHERN PACIFIC RAILROAD.
 CX0370'THE MARK IS 0.5 METERS  SW FROM A WITNESS POST.
 CX0370'THE MARK IS 1.2 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1132 ***********************************************************************
 CX1132  DESIGNATION -  41 C
 CX1132  PID         -  CX1132
 CX1132  STATE/COUNTY-  NM/SIERRA
 CX1132  USGS QUAD   -  LAKE VALLEY (1989)
 CX1132
 CX1132                         *CURRENT SURVEY CONTROL
 CX1132  ___________________________________________________________________
 CX1132* NAD 83(1986)-  32 41 59.     (N)    107 32 32.     (W)     SCALED    
 CX1132* NAVD 88     -      1575.609  (meters)    5169.31   (feet)  ADJUSTED  
 CX1132  ___________________________________________________________________
 CX1132  GEOID HEIGHT-         -23.56  (meters)                     GEOID03
 CX1132  DYNAMIC HT  -        1573.223 (meters)    5161.48  (feet)  COMP
 CX1132  MODELED GRAV-     979,067.9   (mgal)                       NAVD 88
 CX1132
 CX1132  VERT ORDER  -  SECOND    CLASS 0
 CX1132
 CX1132.The horizontal coordinates were scaled from a topographic map and have
 CX1132.an estimated accuracy of +/- 6 seconds.
 CX1132
 CX1132.The orthometric height was determined by differential leveling
 CX1132.and adjusted by the National Geodetic Survey in June 1991..
 CX1132
 CX1132.The geoid height was determined by GEOID03.
 CX1132
 CX1132.The dynamic height is computed by dividing the NAVD 88
 CX1132.geopotential number by the normal gravity value computed on the
 CX1132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX1132.degrees latitude (g = 980.6199 gals.).
 CX1132
 CX1132.The modeled gravity was interpolated from observed gravity values.
 CX1132
 CX1132;                    North         East    Units  Estimated Accuracy
 CX1132;SPC NM W     -   188,490.      857,300.      MT  (+/- 180 meters Scaled)
 CX1132
 CX1132                          SUPERSEDED SURVEY CONTROL
 CX1132
 CX1132  NGVD 29 (??/??/92) 1574.868  (m)         5166.88   (f) ADJ UNCH    2 0
 CX1132
 CX1132.Superseded values are not recommended for survey control.
 CX1132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1132.See file dsdata.txt to determine how the superseded data were derived.
 CX1132
 CX1132_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBS616208(NAD 83)
 CX1132_MARKER: DD = SURVEY DISK
 CX1132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX1132_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CX1132_STAMPING: 5167 41 C 1934
 CX1132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX1132+STABILITY: SURFACE MOTION
 CX1132
 CX1132  HISTORY     - Date     Condition        Report By
 CX1132  HISTORY     - 1934     MONUMENTED       USGS
 CX1132  HISTORY     - 1953     GOOD             NGS
 CX1132
 CX1132                          STATION DESCRIPTION
 CX1132
 CX1132'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CX1132'11.0 MI NW FROM NUTT.
 CX1132'11.0 MILES NORTHWEST ALONG NEW MEXICO STATE HIGHWAY 27 FROM THE
 CX1132'JUNCTION OF NEW MEXICO STATE HIGHWAYS 26 AND 27 AT NUTT, 1.95 MILES
 CX1132'SOUTHEAST OF A VACANT STONE CONOCO SERVICE STATION AT LAKE VALLEY, ON
 CX1132'THE CREST OF A BARREN ROCKY KNOLL, 117 FEET SOUTH OF THE CENTER LINE
 CX1132'OF THE ABANDONED RAILROAD GRADE OF THE LAKE VALLEY BRANCH OF THE
 CX1132'ATCHISON, TOPEKA AND SANTA FE RAILWAY, 60 FEET NORTH OF THE CENTER
 CX1132'LINE OF THE HIGHWAY, 61 FEET SOUTH OF A ROW OF TELEPHONE POLES, 1.4
 CX1132'FEET NORTHEAST OF A REFERENCE POST, AND SET IN THE TOP OF A CONCRETE
 CX1132'POST PROJECTING 0.7 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0373 ***********************************************************************
 CX0373  DESIGNATION -  4104
 CX0373  PID         -  CX0373
 CX0373  STATE/COUNTY-  NM/OTERO
 CX0373  USGS QUAD   -  OROGRANDE SOUTH (1955)
 CX0373
 CX0373                         *CURRENT SURVEY CONTROL
 CX0373  ___________________________________________________________________
 CX0373* NAD 83(1986)-  32 19 52.     (N)    106 06 47.     (W)     SCALED    
 CX0373* NAVD 88     -      1251.634  (meters)    4106.40   (feet)  ADJUSTED  
 CX0373  ___________________________________________________________________
 CX0373  GEOID HEIGHT-         -23.11  (meters)                     GEOID03
 CX0373  DYNAMIC HT  -        1249.790 (meters)    4100.35  (feet)  COMP
 CX0373  MODELED GRAV-     979,122.2   (mgal)                       NAVD 88
 CX0373
 CX0373  VERT ORDER  -  FIRST     CLASS I
 CX0373
 CX0373.The horizontal coordinates were scaled from a topographic map and have
 CX0373.an estimated accuracy of +/- 6 seconds.
 CX0373
 CX0373.The orthometric height was determined by differential leveling
 CX0373.and adjusted by the National Geodetic Survey in June 1991..
 CX0373.WARNING-Repeat measurements at this control monument indicate possible
 CX0373.vertical movement.
 CX0373
 CX0373.The geoid height was determined by GEOID03.
 CX0373
 CX0373.The dynamic height is computed by dividing the NAVD 88
 CX0373.geopotential number by the normal gravity value computed on the
 CX0373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0373.degrees latitude (g = 980.6199 gals.).
 CX0373
 CX0373.The modeled gravity was interpolated from observed gravity values.
 CX0373
 CX0373;                    North         East    Units  Estimated Accuracy
 CX0373;SPC NM C     -   147,590.      512,890.      MT  (+/- 180 meters Scaled)
 CX0373
 CX0373                          SUPERSEDED SURVEY CONTROL
 CX0373
 CX0373  NGVD 29 (??/??/92) 1251.068  (m)         4104.55   (f) ADJ UNCH    1 1
 CX0373
 CX0373.Superseded values are not recommended for survey control.
 CX0373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0373.See file dsdata.txt to determine how the superseded data were derived.
 CX0373
 CX0373_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR952776(NAD 83)
 CX0373_MARKER: P = PIPE CAP
 CX0373_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CX0373_SP_SET: SHALLOW-SET PIPE
 CX0373_STAMPING: 4104
 CX0373_MARK LOGO: USGS  
 CX0373_PROJECTION: PROJECTING 16 CENTIMETERS
 CX0373_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX0373
 CX0373  HISTORY     - Date     Condition        Report By
 CX0373  HISTORY     - UNK      MONUMENTED       USGS
 CX0373  HISTORY     - 1954     GOOD             DOD
 CX0373  HISTORY     - 1980     GOOD             NGS
 CX0373  HISTORY     - 1986     GOOD             NGS
 CX0373
 CX0373                          STATION DESCRIPTION
 CX0373
 CX0373'DESCRIBED BY US DEPARTMENT OF DEFENSE 1954
 CX0373'3.2 MI SW FROM OROGRANDE.
 CX0373'3.2 MILES SOUTHWEST ALONG THE SOUTHERN PACIFIC CO. RR FROM THE STATION
 CX0373'AT OROGRANDE, OTERO CO., 2.6 MILES NORTHEAST OF ELWOOD, 70 FEET SOUTH
 CX0373'OF THE SEVENTH POLE SOUTH OF MILEPOST 1342, AND 58 FEET WEST OF THE
 CX0373'CENTERLINE OF THE TRACK.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 CX0373'CAP, STAMPED 4104 AND RIVETED ON THE TOP OF A 3-1/2 INCH IRON PIPE
 CX0373'PROJECTING 9 INCHES ABOVE GROUND.
 CX0373
 CX0373                          STATION RECOVERY (1980)
 CX0373
 CX0373'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CX0373'6.1 KM (3.75 MI) SOUTHWEST ALONG U.S. HIGHWAY 54 FROM THE POST OFFICE
 CX0373'IN OROGRANDE, 7-1/2 POLES SOUTHWEST OF RAILROAD MILEPOST 1342,
 CX0373'34.7 METERS (114.0 FT) SOUTH OF HIGHWAY MILEPOST 26, 21.3 METERS
 CX0373'(70.0 FT) SOUTHWEST OF A UTILITY POLE, 20.1 METERS (66.0 FT)
 CX0373'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 18.3 METERS (60.0 FT)
 CX0373'NORTHWEST OF THE NEAR RAIL OF THE SOUTHERN PACIFIC RAILROAD, AND
 CX0373'0.5 METER (1.5 FT) NORTHEAST OF A 4X4 INCH WOODEN WITNESS POST.
 CX0373'THE MARK IS 0.6 METERS  SW FROM A WITNESS POST.
 CX0373'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 CX0373
 CX0373                          STATION RECOVERY (1986)
 CX0373
 CX0373'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 CX0373'RECOVERED IN GOOD CONDITION.  THE 1980 DESCRIPTION IS ADEQUATE EXCEPT
 CX0373'ADD--PIPE CAP IS STAMPED 4104.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0310 ***********************************************************************
 CE0310  DESIGNATION -  4109
 CE0310  PID         -  CE0310
 CE0310  STATE/COUNTY-  NM/DONA ANA
 CE0310  USGS QUAD   -  MOUNT RILEY SE (1985)
 CE0310
 CE0310                         *CURRENT SURVEY CONTROL
 CE0310  ___________________________________________________________________
 CE0310* NAD 83(1986)-  31 48 57.     (N)    107 05 02.     (W)     SCALED    
 CE0310* NAVD 88     -      1253.040  (meters)    4111.02   (feet)  ADJUSTED  
 CE0310  ___________________________________________________________________
 CE0310  GEOID HEIGHT-         -24.32  (meters)                     GEOID03
 CE0310  DYNAMIC HT  -        1251.141 (meters)    4104.79  (feet)  COMP
 CE0310  MODELED GRAV-     979,080.5   (mgal)                       NAVD 88
 CE0310
 CE0310  VERT ORDER  -  SECOND    CLASS 0
 CE0310
 CE0310.The horizontal coordinates were scaled from a topographic map and have
 CE0310.an estimated accuracy of +/- 6 seconds.
 CE0310
 CE0310.The orthometric height was determined by differential leveling
 CE0310.and adjusted by the National Geodetic Survey in June 1991..
 CE0310
 CE0310.The geoid height was determined by GEOID03.
 CE0310
 CE0310.The dynamic height is computed by dividing the NAVD 88
 CE0310.geopotential number by the normal gravity value computed on the
 CE0310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0310.degrees latitude (g = 980.6199 gals.).
 CE0310
 CE0310.The modeled gravity was interpolated from observed gravity values.
 CE0310
 CE0310;                    North         East    Units  Estimated Accuracy
 CE0310;SPC NM C     -    90,750.      421,050.      MT  (+/- 180 meters Scaled)
 CE0310
 CE0310                          SUPERSEDED SURVEY CONTROL
 CE0310
 CE0310  NGVD 29 (??/??/92) 1252.475  (m)         4109.16   (f) ADJ UNCH    2 0
 CE0310
 CE0310.Superseded values are not recommended for survey control.
 CE0310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0310.See file dsdata.txt to determine how the superseded data were derived.
 CE0310
 CE0310_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR027219(NAD 83)
 CE0310_MARKER: DD = SURVEY DISK
 CE0310_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CE0310_SP_SET: CONCRETE BASE
 CE0310_STAMPING: 4109
 CE0310_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CE0310
 CE0310  HISTORY     - Date     Condition        Report By
 CE0310  HISTORY     - UNK      MONUMENTED       USGS
 CE0310  HISTORY     - 1953     GOOD             NGS
 CE0310
 CE0310                          STATION DESCRIPTION
 CE0310
 CE0310'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CE0310'IN MT RILEY.
 CE0310'AT MT. RILEY, 116 FEET SOUTHWEST OF THE RAILWAY STATION SIGNBOARD, 65
 CE0310'FEET SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK OF THE SOUTHERN PACIFIC
 CE0310'RAILWAY, 6.0 FEET NORTH OF A STEEL WATER TANK, ABOUT 3 FEET ABOVE THE
 CE0310'GROUND, AND SET IN THE TOP OF THE NORTH EDGE OF THE CONCRETE BASE OF
 CE0310'THE WATER TANK.  NOTE-- THIS BENCH MARK IS STAMPED 4109 INSTEAD OF
 CE0310'4109 EL. 4109.21 AS STATED IN THE OLD DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CF0091 ***********************************************************************
 CF0091  DESIGNATION -  4109
 CF0091  PID         -  CF0091
 CF0091  STATE/COUNTY-  NM/HIDALGO
 CF0091  USGS QUAD   -  PORTAL NE (1987)
 CF0091
 CF0091                         *CURRENT SURVEY CONTROL
 CF0091  ___________________________________________________________________
 CF0091* NAD 83(1986)-  31 52 33.     (N)    109 00 12.     (W)     SCALED    
 CF0091* NAVD 88     -      1252.99   (+/-2cm)    4110.9    (feet)  VERTCON   
 CF0091  ___________________________________________________________________
 CF0091  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 CF0091
 CF0091  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CF0091
 CF0091.The horizontal coordinates were scaled from a topographic map and have
 CF0091.an estimated accuracy of +/- 6 seconds.
 CF0091
 CF0091.The NAVD 88 height was computed by applying the VERTCON shift value to
 CF0091.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CF0091.The vertical order pertains to the NGVD 29 superseded value.
 CF0091
 CF0091.The geoid height was determined by GEOID03.
 CF0091
 CF0091;                    North         East    Units  Estimated Accuracy
 CF0091;SPC NM W     -    97,700.      719,300.      MT  (+/- 180 meters Scaled)
 CF0091
 CF0091                          SUPERSEDED SURVEY CONTROL
 CF0091
 CF0091  NGVD 29 (??/??/92) 1252.181  (m)         4108.20   (f) ADJ UNCH    2 0
 CF0091
 CF0091.Superseded values are not recommended for survey control.
 CF0091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0091.See file dsdata.txt to determine how the superseded data were derived.
 CF0091
 CF0091_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXA888284(NAD 83)
 CF0091_MARKER: P = PIPE CAP
 CF0091_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CF0091_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CF0091_STAMPING: 4109
 CF0091_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CF0091
 CF0091  HISTORY     - Date     Condition        Report By
 CF0091  HISTORY     - UNK      MONUMENTED       USGS
 CF0091  HISTORY     - 1953     GOOD             NGS
 CF0091
 CF0091                          STATION DESCRIPTION
 CF0091
 CF0091'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CF0091'3.1 MI NE FROM RODEO.
 CF0091'3.1 MILES NORTHEAST ALONG THE SOUTHERN PACIFIC RAILWAY FROM THE
 CF0091'STATION AT RODEO, 2 POLES SOUTHWEST OF MILEPOST 1162, 90 FEET EAST OF
 CF0091'THE EAST END OF BRIDGE 1161.89, 12 FEET SOUTHEAST OF THE SOUTHEAST
 CF0091'RAIL OF THE TRACK, 2.0 FEET SOUTHWEST OF A WITNESS POST, ABOUT LEVEL
 CF0091'WITH THE TRACK, AND RIVETED ON THE TOP OF A 3 1/2-INCH IRON PIPE
 CF0091'PROJECTING 0.9 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0305 ***********************************************************************
 CE0305  DESIGNATION -  4111
 CE0305  PID         -  CE0305
 CE0305  STATE/COUNTY-  NM/DONA ANA
 CE0305  USGS QUAD   -  GUZMANS LOOKOUT MOUNTAIN (1985)
 CE0305
 CE0305                         *CURRENT SURVEY CONTROL
 CE0305  ___________________________________________________________________
 CE0305* NAD 83(1986)-  31 47 22.     (N)    107 11 31.     (W)     SCALED    
 CE0305* NAVD 88     -      1253.467  (meters)    4112.42   (feet)  ADJUSTED  
 CE0305  ___________________________________________________________________
 CE0305  GEOID HEIGHT-         -24.54  (meters)                     GEOID03
 CE0305  DYNAMIC HT  -        1251.538 (meters)    4106.09  (feet)  COMP
 CE0305  MODELED GRAV-     979,057.4   (mgal)                       NAVD 88
 CE0305
 CE0305  VERT ORDER  -  SECOND    CLASS 0
 CE0305
 CE0305.The horizontal coordinates were scaled from a topographic map and have
 CE0305.an estimated accuracy of +/- 6 seconds.
 CE0305
 CE0305.The orthometric height was determined by differential leveling
 CE0305.and adjusted by the National Geodetic Survey in June 1991..
 CE0305
 CE0305.The geoid height was determined by GEOID03.
 CE0305
 CE0305.The dynamic height is computed by dividing the NAVD 88
 CE0305.geopotential number by the normal gravity value computed on the
 CE0305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0305.degrees latitude (g = 980.6199 gals.).
 CE0305
 CE0305.The modeled gravity was interpolated from observed gravity values.
 CE0305
 CE0305;                    North         East    Units  Estimated Accuracy
 CE0305;SPC NM C     -    87,910.      410,800.      MT  (+/- 180 meters Scaled)
 CE0305
 CE0305                          SUPERSEDED SURVEY CONTROL
 CE0305
 CE0305  NGVD 29 (??/??/92) 1252.870  (m)         4110.46   (f) ADJ UNCH    2 0
 CE0305
 CE0305.Superseded values are not recommended for survey control.
 CE0305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0305.See file dsdata.txt to determine how the superseded data were derived.
 CE0305
 CE0305_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RBR924191(NAD 83)
 CE0305_MARKER: P = PIPE CAP
 CE0305_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CE0305_SP_SET: IRON PIPE
 CE0305_STAMPING: 4111
 CE0305_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CE0305
 CE0305  HISTORY     - Date     Condition        Report By
 CE0305  HISTORY     - UNK      MONUMENTED       USGS
 CE0305  HISTORY     - 1953     GOOD             NGS
 CE0305
 CE0305                          STATION DESCRIPTION
 CE0305
 CE0305'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CE0305'3.6 MI E FROM MALPAIS.
 CE0305'3.6 MILES EAST ALONG THE SOUTHERN PACIFIC RAILWAY FROM THE STATION AT
 CE0305'MALPAIS, 193 FEET SOUTHWEST OF THE SIGNBOARD AT MARK SIDING, 100 FEET
 CE0305'SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK, 40 FEET SOUTH OF A ROW OF
 CE0305'POLES, IN LINE WITH THE SOUTH RIGHT-OF-WAY FENCE, 1.0 FOOT NORTH OF A
 CE0305'REFERENCE POST, AND RIVETED ON THE TOP OF A 3 1/2-INCH IRON PIPE
 CE0305'PROJECTING 1.8 FEET ABOVE THE GROUND.  NOTE-- THIS BENCH MARK IS
 CE0305'STAMPED 4111 INSTEAD OF 4111 EL. 110.840 AS STATED IN THE OLD
 CE0305'DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0385 ***********************************************************************
 CX0385  DESIGNATION -  4119
 CX0385  PID         -  CX0385
 CX0385  STATE/COUNTY-  NM/OTERO
 CX0385  USGS QUAD   -  OROGRANDE NORTH (1994)
 CX0385
 CX0385                         *CURRENT SURVEY CONTROL
 CX0385  ___________________________________________________________________
 CX0385* NAD 83(1986)-  32 26 25.     (N)    106 02 02.     (W)     SCALED    
 CX0385* NAVD 88     -      1256.324  (meters)    4121.79   (feet)  ADJUSTED  
 CX0385  ___________________________________________________________________
 CX0385  GEOID HEIGHT-         -22.83  (meters)                     GEOID03
 CX0385  DYNAMIC HT  -        1254.478 (meters)    4115.73  (feet)  COMP
 CX0385  MODELED GRAV-     979,125.0   (mgal)                       NAVD 88
 CX0385
 CX0385  VERT ORDER  -  FIRST     CLASS II
 CX0385
 CX0385.The horizontal coordinates were scaled from a topographic map and have
 CX0385.an estimated accuracy of +/- 6 seconds.
 CX0385
 CX0385.The orthometric height was determined by differential leveling
 CX0385.and adjusted by the National Geodetic Survey in June 1991..
 CX0385
 CX0385.The geoid height was determined by GEOID03.
 CX0385
 CX0385.The dynamic height is computed by dividing the NAVD 88
 CX0385.geopotential number by the normal gravity value computed on the
 CX0385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0385.degrees latitude (g = 980.6199 gals.).
 CX0385
 CX0385.The modeled gravity was interpolated from observed gravity values.
 CX0385
 CX0385;                    North         East    Units  Estimated Accuracy
 CX0385;SPC NM C     -   159,710.      520,320.      MT  (+/- 180 meters Scaled)
 CX0385
 CX0385                          SUPERSEDED SURVEY CONTROL
 CX0385
 CX0385  NGVD 29 (??/??/92) 1255.738  (m)         4119.87   (f) ADJ UNCH    1 2
 CX0385
 CX0385.Superseded values are not recommended for survey control.
 CX0385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0385.See file dsdata.txt to determine how the superseded data were derived.
 CX0385
 CX0385_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDR028897(NAD 83)
 CX0385_MARKER: P = PIPE CAP
 CX0385_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CX0385_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CX0385_STAMPING: 4119
 CX0385_PROJECTION: RECESSED 25 CENTIMETERS
 CX0385_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX0385
 CX0385  HISTORY     - Date     Condition        Report By
 CX0385  HISTORY     - UNK      MONUMENTED       USGS
 CX0385  HISTORY     - 1954     GOOD             DOD
 CX0385  HISTORY     - 1980     GOOD             NGS
 CX0385
 CX0385                          STATION DESCRIPTION
 CX0385
 CX0385'DESCRIBED BY US DEPARTMENT OF DEFENSE 1954
 CX0385'5.8 MI N FROM OROGRANDE.
 CX0385'5.8 MILES NORTH ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 CX0385'STATION AT OROGRANDE, OTERO COUNTY, 0.4 MILE SOUTH OF TURQUOISE, 125
 CX0385'FEET NORTH OF THE SEVENTH POLE SOUTH OF MILEPOST 1351, AND 56 FEET
 CX0385'WEST OF THE CENTERLINE OF THE TRACK.  A UNITED STATES GEOLOGICAL
 CX0385'SURVEY STANDARD CAP, STAMPED 4119 AND RIVETED ON THE TOP OF A
 CX0385'3-1/2-INCH IRON PIPE PROJECTING 1 FOOT ABOVE GROUND.
 CX0385
 CX0385                          STATION RECOVERY (1980)
 CX0385
 CX0385'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CX0385'0.9 KM (0.55 MI) SOUTH ALONG U.S. HIGHWAY 54 FROM THE POST OFFICE
 CX0385'IN OROGRANDE, THENCE 0.6 KM (0.4 MI) SOUTHEAST ALONG A PAVED ROAD,
 CX0385'THENCE 9.3 KM (5.8 MI) NORTHERLY ALONG THE SOUTHERN PACIFIC RAILROAD,
 CX0385'6 1/4 POLES SOUTH OF MILE POST 1351, 0.2 KM (0.1 MI) NORTH OF A
 CX0385'WOODEN RAILROAD BRIDGE, 38.1 METERS (125.0 FT) NORTH-NORTHEAST OF
 CX0385'UTILITY POLE NUMBER 38F, 17.7 METERS (54.0 FT) SOUTH-SOUTHEAST
 CX0385'OF A UTILITY POLE, 17.7 METERS (58.0 FT) NEAR OF THE WEST RAIL AND
 CX0385'6.4 METERS (21.0 FT) EAST OF A FENCE.
 CX0385'THE MARK IS 0.6 METERS  NE FROM A WITNESS POST.
 CX0385'THE MARK IS 0.3 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0279 ***********************************************************************
 CE0279  DESIGNATION -  4126
 CE0279  PID         -  CE0279
 CE0279  STATE/COUNTY-  NM/DONA ANA
 CE0279  USGS QUAD   -  NORIA (1985)
 CE0279
 CE0279                         *CURRENT SURVEY CONTROL
 CE0279  ___________________________________________________________________
 CE0279* NAD 83(1986)-  31 48 34.     (N)    106 48 47.     (W)     SCALED    
 CE0279* NAVD 88     -      1258.011  (meters)    4127.32   (feet)  ADJUSTED  
 CE0279  ___________________________________________________________________
 CE0279  GEOID HEIGHT-         -24.21  (meters)                     GEOID03
 CE0279  DYNAMIC HT  -        1256.104 (meters)    4121.07  (feet)  COMP
 CE0279  MODELED GRAV-     979,079.6   (mgal)                       NAVD 88
 CE0279
 CE0279  VERT ORDER  -  SECOND    CLASS 0
 CE0279
 CE0279.The horizontal coordinates were scaled from a topographic map and have
 CE0279.an estimated accuracy of +/- 6 seconds.
 CE0279
 CE0279.The orthometric height was determined by differential leveling
 CE0279.and adjusted by the National Geodetic Survey in June 1991..
 CE0279
 CE0279.The geoid height was determined by GEOID03.
 CE0279
 CE0279.The dynamic height is computed by dividing the NAVD 88
 CE0279.geopotential number by the normal gravity value computed on the
 CE0279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0279.degrees latitude (g = 980.6199 gals.).
 CE0279
 CE0279.The modeled gravity was interpolated from observed gravity values.
 CE0279
 CE0279;                    North         East    Units  Estimated Accuracy
 CE0279;SPC NM C     -    89,880.      446,690.      MT  (+/- 180 meters Scaled)
 CE0279
 CE0279                          SUPERSEDED SURVEY CONTROL
 CE0279
 CE0279  NGVD 29 (??/??/92) 1257.454  (m)         4125.50   (f) ADJ UNCH    2 0
 CE0279
 CE0279.Superseded values are not recommended for survey control.
 CE0279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0279.See file dsdata.txt to determine how the superseded data were derived.
 CE0279
 CE0279_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR283207(NAD 83)
 CE0279_MARKER: P = PIPE CAP
 CE0279_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CE0279_SP_SET: IRON PIPE
 CE0279_STAMPING: 4126
 CE0279_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CE0279
 CE0279  HISTORY     - Date     Condition        Report By
 CE0279  HISTORY     - UNK      MONUMENTED       USGS
 CE0279  HISTORY     - 1953     GOOD             NGS
 CE0279
 CE0279                          STATION DESCRIPTION
 CE0279
 CE0279'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CE0279'2.8 MI E FROM NORIA.
 CE0279'2.8 MILES EAST ALONG THE SOUTHERN PACIFIC RAILWAY FROM THE SECTION
 CE0279'FOREMANS HOUSE AT NORIA, 1 POLE WEST OF MILEPOST 1302, 49 FEET SOUTH
 CE0279'OF THE SOUTH RAIL OF THE TRACK, 10 1/2 FEET EAST OF A TELEPHONE POLE,
 CE0279'IN LINE WITH A ROW OF POLES, 1.0 FOOT NORTH OF A REFERENCE POST, AND
 CE0279'RIVETED ON THE TOP OF A 3 1/2-INCH IRON PIPE PROJECTING 0.2 FOOT ABOVE
 CE0279'THE GROUND.  NOTE-- THIS BENCH MARK IS STAMPED 4126 INSTEAD OF 4126
 CE0279'EL. 4125.774 AS STATED IN THE OLD DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0277 ***********************************************************************
 CE0277  DESIGNATION -  4127
 CE0277  PID         -  CE0277
 CE0277  STATE/COUNTY-  NM/DONA ANA
 CE0277  USGS QUAD   -  NORIA (1985)
 CE0277
 CE0277                         *CURRENT SURVEY CONTROL
 CE0277  ___________________________________________________________________
 CE0277* NAD 83(1986)-  31 48 17.     (N)    106 51 35.     (W)     SCALED    
 CE0277* NAVD 88     -      1258.314  (meters)    4128.32   (feet)  ADJUSTED  
 CE0277  ___________________________________________________________________
 CE0277  GEOID HEIGHT-         -24.23  (meters)                     GEOID03
 CE0277  DYNAMIC HT  -        1256.408 (meters)    4122.07  (feet)  COMP
 CE0277  MODELED GRAV-     979,081.3   (mgal)                       NAVD 88
 CE0277
 CE0277  VERT ORDER  -  SECOND    CLASS 0
 CE0277
 CE0277.The horizontal coordinates were scaled from a topographic map and have
 CE0277.an estimated accuracy of +/- 6 seconds.
 CE0277
 CE0277.The orthometric height was determined by differential leveling
 CE0277.and adjusted by the National Geodetic Survey in June 1991..
 CE0277
 CE0277.The geoid height was determined by GEOID03.
 CE0277
 CE0277.The dynamic height is computed by dividing the NAVD 88
 CE0277.geopotential number by the normal gravity value computed on the
 CE0277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0277.degrees latitude (g = 980.6199 gals.).
 CE0277
 CE0277.The modeled gravity was interpolated from observed gravity values.
 CE0277
 CE0277;                    North         East    Units  Estimated Accuracy
 CE0277;SPC NM C     -    89,380.      442,270.      MT  (+/- 180 meters Scaled)
 CE0277
 CE0277                          SUPERSEDED SURVEY CONTROL
 CE0277
 CE0277  NGVD 29 (??/??/92) 1257.756  (m)         4126.49   (f) ADJ UNCH    2 0
 CE0277
 CE0277.Superseded values are not recommended for survey control.
 CE0277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0277.See file dsdata.txt to determine how the superseded data were derived.
 CE0277
 CE0277_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR239202(NAD 83)
 CE0277_MARKER: P = PIPE CAP
 CE0277_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CE0277_SP_SET: IRON PIPE
 CE0277_STAMPING: 4127 1917
 CE0277_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CE0277
 CE0277  HISTORY     - Date     Condition        Report By
 CE0277  HISTORY     - 1917     MONUMENTED       USGS
 CE0277  HISTORY     - 1953     GOOD             NGS
 CE0277  HISTORY     - 1958     GOOD             AMS
 CE0277
 CE0277                          STATION DESCRIPTION
 CE0277
 CE0277'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CE0277'IN NORIA.
 CE0277'AT NORIA, 142 FEET SOUTHWEST OF THE NORTHWEST CORNER OF THE SECTION
 CE0277'FOREMANS HOUSE, 52 FEET NORTHEAST OF THE SIGNBOARD AT NORIA, 39.4 FEET
 CE0277'NORTH OF THE NORTH RAIL OF THE MAIN TRACK, 35 FEET EAST SOUTHEAST OF A
 CE0277'TELEPHONE POLE, 1.0 FOOT SOUTH OF A REFERENCE POST, AND RIVETED ON THE
 CE0277'TOP OF A 3 1/2-INCH IRON PIPE PROJECTING 0.4 FOOT ABOVE THE GROUND.
 CE0277'NOTE-- THIS BENCH MARK IS STAMPED 4127 1917 INSTEAD OF 4127 EL.
 CE0277'4126.695 AS STATED IN THE OLD DESCRIPTION.
 CE0277
 CE0277                          STATION RECOVERY (1958)
 CE0277
 CE0277'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1958
 CE0277'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0302 ***********************************************************************
 CE0302  DESIGNATION -  4129
 CE0302  PID         -  CE0302
 CE0302  STATE/COUNTY-  NM/DONA ANA
 CE0302  USGS QUAD   -  CAMEL MOUNTAIN (1965)
 CE0302
 CE0302                         *CURRENT SURVEY CONTROL
 CE0302  ___________________________________________________________________
 CE0302* NAD 83(1986)-  31 47 58.     (N)    107 15 10.     (W)     SCALED    
 CE0302* NAVD 88     -      1259.101  (meters)    4130.90   (feet)  ADJUSTED  
 CE0302  ___________________________________________________________________
 CE0302  GEOID HEIGHT-         -24.56  (meters)                     GEOID03
 CE0302  DYNAMIC HT  -        1257.185 (meters)    4124.61  (feet)  COMP
 CE0302  MODELED GRAV-     979,074.2   (mgal)                       NAVD 88
 CE0302
 CE0302  VERT ORDER  -  SECOND    CLASS 0
 CE0302
 CE0302.The horizontal coordinates were scaled from a topographic map and have
 CE0302.an estimated accuracy of +/- 6 seconds.
 CE0302
 CE0302.The orthometric height was determined by differential leveling
 CE0302.and adjusted by the National Geodetic Survey in June 1991..
 CE0302
 CE0302.The geoid height was determined by GEOID03.
 CE0302
 CE0302.The dynamic height is computed by dividing the NAVD 88
 CE0302.geopotential number by the normal gravity value computed on the
 CE0302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0302.degrees latitude (g = 980.6199 gals.).
 CE0302
 CE0302.The modeled gravity was interpolated from observed gravity values.
 CE0302
 CE0302;                    North         East    Units  Estimated Accuracy
 CE0302;SPC NM C     -    89,070.      405,050.      MT  (+/- 180 meters Scaled)
 CE0302
 CE0302                          SUPERSEDED SURVEY CONTROL
 CE0302
 CE0302  NGVD 29 (??/??/92) 1258.522  (m)         4129.00   (f) ADJ UNCH    2 0
 CE0302
 CE0302.Superseded values are not recommended for survey control.
 CE0302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0302.See file dsdata.txt to determine how the superseded data were derived.
 CE0302
 CE0302_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RBR867204(NAD 83)
 CE0302_MARKER: P = PIPE CAP
 CE0302_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CE0302_SP_SET: IRON PIPE
 CE0302_STAMPING: 4129
 CE0302_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CE0302
 CE0302  HISTORY     - Date     Condition        Report By
 CE0302  HISTORY     - UNK      MONUMENTED       USGS
 CE0302  HISTORY     - 1953     GOOD             NGS
 CE0302
 CE0302                          STATION DESCRIPTION
 CE0302
 CE0302'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CE0302'IN MALPAIS.
 CE0302'AT MALPAIS, 67 FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK OF THE
 CE0302'SOUTHERN PACIFIC RAILWAY, 204 FEET NORTHWEST OF BLOCK SIGNAL 1274.9,
 CE0302'38 FEET EAST OF THE SOUTHEAST CORNER OF THE SECTION FOREMANS HOUSE,
 CE0302'AND RIVETED ON THE TOP OF A 3 1/2-INCH IRON PIPE PORJECTING 0.6 FOOT
 CE0302'ABOVE THE GROUND.  NOTE-- THIS BENCH MARK IS STAMPED 4129 INSTEAD OF
 CE0302'4129 EL. 4229.381 AS STATED IN THE OLD DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0261 ***********************************************************************
 CE0261  DESIGNATION -  4134
 CE0261  PID         -  CE0261
 CE0261  STATE/COUNTY-  NM/DONA ANA
 CE0261  USGS QUAD   -  LANARK (1985)
 CE0261
 CE0261                         *CURRENT SURVEY CONTROL
 CE0261  ___________________________________________________________________
 CE0261* NAD 83(1986)-  31 56 47.     (N)    106 47 27.     (W)     SCALED    
 CE0261* NAVD 88     -      1260.341  (meters)    4134.97   (feet)  ADJUSTED  
 CE0261  ___________________________________________________________________
 CE0261  GEOID HEIGHT-         -24.21  (meters)                     GEOID03
 CE0261  DYNAMIC HT  -        1258.425 (meters)    4128.68  (feet)  COMP
 CE0261  MODELED GRAV-     979,075.5   (mgal)                       NAVD 88
 CE0261
 CE0261  VERT ORDER  -  SECOND    CLASS 0
 CE0261
 CE0261.The horizontal coordinates were scaled from a topographic map and have
 CE0261.an estimated accuracy of +/- 6 seconds.
 CE0261
 CE0261.The orthometric height was determined by differential leveling
 CE0261.and adjusted by the National Geodetic Survey in June 1991..
 CE0261
 CE0261.The geoid height was determined by GEOID03.
 CE0261
 CE0261.The dynamic height is computed by dividing the NAVD 88
 CE0261.geopotential number by the normal gravity value computed on the
 CE0261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0261.degrees latitude (g = 980.6199 gals.).
 CE0261
 CE0261.The modeled gravity was interpolated from observed gravity values.
 CE0261
 CE0261;                    North         East    Units  Estimated Accuracy
 CE0261;SPC NM C     -   105,050.      448,870.      MT  (+/- 180 meters Scaled)
 CE0261
 CE0261                          SUPERSEDED SURVEY CONTROL
 CE0261
 CE0261  NGVD 29 (??/??/92) 1259.761  (m)         4133.07   (f) ADJ UNCH    2 0
 CE0261
 CE0261.Superseded values are not recommended for survey control.
 CE0261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0261.See file dsdata.txt to determine how the superseded data were derived.
 CE0261
 CE0261_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR307358(NAD 83)
 CE0261_MARKER: P = PIPE CAP
 CE0261_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CE0261_SP_SET: IRON PIPE
 CE0261_STAMPING: 4134
 CE0261_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CE0261
 CE0261  HISTORY     - Date     Condition        Report By
 CE0261  HISTORY     - UNK      MONUMENTED       USGS
 CE0261  HISTORY     - 1953     GOOD             NGS
 CE0261
 CE0261                          STATION DESCRIPTION
 CE0261
 CE0261'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CE0261'7.45 MI NW FROM STRAUSS.
 CE0261'7.45 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC RAILWAY FROM THE
 CE0261'STATION AT STRAUSS, 5 POLES NORTHWEST OF MILEPOST 1272, ABOUT MIDWAY
 CE0261'OF A SMALL CUT, 96 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE TRACK,
 CE0261'1.0 FOOT SOUTHWEST OF THE NORTHEAST RIGHT-OF-WAY FENCE, AND RIVETED ON
 CE0261'THE TOP OF AN IRON PIPE PROJECTING 1.2 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0264 ***********************************************************************
 CE0264  DESIGNATION -  4136
 CE0264  PID         -  CE0264
 CE0264  STATE/COUNTY-  NM/DONA ANA
 CE0264  USGS QUAD   -  LANARK (1985)
 CE0264
 CE0264                         *CURRENT SURVEY CONTROL
 CE0264  ___________________________________________________________________
 CE0264* NAD 83(1986)-  31 55 05.     (N)    106 45 38.     (W)     SCALED    
 CE0264* NAVD 88     -      1261.063  (meters)    4137.34   (feet)  ADJUSTED  
 CE0264  ___________________________________________________________________
 CE0264  GEOID HEIGHT-         -24.20  (meters)                     GEOID03
 CE0264  DYNAMIC HT  -        1259.144 (meters)    4131.04  (feet)  COMP
 CE0264  MODELED GRAV-     979,074.2   (mgal)                       NAVD 88
 CE0264
 CE0264  VERT ORDER  -  SECOND    CLASS 0
 CE0264
 CE0264.The horizontal coordinates were scaled from a topographic map and have
 CE0264.an estimated accuracy of +/- 6 seconds.
 CE0264
 CE0264.The orthometric height was determined by differential leveling
 CE0264.and adjusted by the National Geodetic Survey in June 1991..
 CE0264
 CE0264.The geoid height was determined by GEOID03.
 CE0264
 CE0264.The dynamic height is computed by dividing the NAVD 88
 CE0264.geopotential number by the normal gravity value computed on the
 CE0264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0264.degrees latitude (g = 980.6199 gals.).
 CE0264
 CE0264.The modeled gravity was interpolated from observed gravity values.
 CE0264
 CE0264;                    North         East    Units  Estimated Accuracy
 CE0264;SPC NM C     -   101,900.      451,720.      MT  (+/- 180 meters Scaled)
 CE0264
 CE0264                          SUPERSEDED SURVEY CONTROL
 CE0264
 CE0264  NGVD 29 (??/??/92) 1260.483  (m)         4135.43   (f) ADJ UNCH    2 0
 CE0264
 CE0264.Superseded values are not recommended for survey control.
 CE0264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0264.See file dsdata.txt to determine how the superseded data were derived.
 CE0264
 CE0264_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR335327(NAD 83)
 CE0264_MARKER: P = PIPE CAP
 CE0264_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CE0264_SP_SET: IRON PIPE
 CE0264_STAMPING: 4136
 CE0264_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CE0264
 CE0264  HISTORY     - Date     Condition        Report By
 CE0264  HISTORY     - UNK      MONUMENTED       USGS
 CE0264  HISTORY     - 1953     GOOD             NGS
 CE0264  HISTORY     - 1955     GOOD             AMS
 CE0264
 CE0264                          STATION DESCRIPTION
 CE0264
 CE0264'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CE0264'4.85 MI NW FROM STRAUSS.
 CE0264'4.85 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC RAILWAY FROM THE
 CE0264'STATION AT STRAUSS, AT A ROAD CROSSING, 56 FEET SOUTHWEST OF THE
 CE0264'SOUTHWEST RAIL OF THE TRACK, 58 FEET NORTHWEST OF A TELEPHONE POLE, IN
 CE0264'LINE WITH A ROW OF POLES, 14 FEET NORTHEAST OF THE CENTER LINE OF A
 CE0264'SANDY TRAIL ROAD, AND RIVETED ON THE TOP OF AN IRON PIPE PROJECTING
 CE0264'1.8 FEET ABOVE THE GROUND.
 CE0264
 CE0264                          STATION RECOVERY (1955)
 CE0264
 CE0264'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1955
 CE0264'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0810 ***********************************************************************
 CX0810  DESIGNATION -  4138
 CX0810  PID         -  CX0810
 CX0810  STATE/COUNTY-  NM/DONA ANA
 CX0810  USGS QUAD   -  HEART OF THE SANDS SW (1982)
 CX0810
 CX0810                         *CURRENT SURVEY CONTROL
 CX0810  ___________________________________________________________________
 CX0810* NAD 83(1986)-  32 48 42.     (N)    106 29 48.     (W)     SCALED    
 CX0810* NAVD 88     -      1261.185  (meters)    4137.74   (feet)  ADJUSTED  
 CX0810  ___________________________________________________________________
 CX0810  GEOID HEIGHT-         -23.07  (meters)                     GEOID03
 CX0810  DYNAMIC HT  -        1259.365 (meters)    4131.77  (feet)  COMP
 CX0810  MODELED GRAV-     979,151.9   (mgal)                       NAVD 88
 CX0810
 CX0810  VERT ORDER  -  SECOND    CLASS 0
 CX0810
 CX0810.The horizontal coordinates were scaled from a topographic map and have
 CX0810.an estimated accuracy of +/- 6 seconds.
 CX0810
 CX0810.The orthometric height was determined by differential leveling
 CX0810.and adjusted by the National Geodetic Survey in June 1991..
 CX0810
 CX0810.The geoid height was determined by GEOID03.
 CX0810
 CX0810.The dynamic height is computed by dividing the NAVD 88
 CX0810.geopotential number by the normal gravity value computed on the
 CX0810.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0810.degrees latitude (g = 980.6199 gals.).
 CX0810
 CX0810.The modeled gravity was interpolated from observed gravity values.
 CX0810
 CX0810;                    North         East    Units  Estimated Accuracy
 CX0810;SPC NM C     -   200,890.      476,900.      MT  (+/- 180 meters Scaled)
 CX0810
 CX0810                          SUPERSEDED SURVEY CONTROL
 CX0810
 CX0810  NGVD 29 (??/??/92) 1260.606  (m)         4135.84   (f) ADJ UNCH    2 0
 CX0810
 CX0810.Superseded values are not recommended for survey control.
 CX0810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0810.See file dsdata.txt to determine how the superseded data were derived.
 CX0810
 CX0810_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS598314(NAD 83)
 CX0810_MARKER: P = PIPE CAP
 CX0810_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CX0810_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CX0810_STAMPING: 4138
 CX0810_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX0810
 CX0810  HISTORY     - Date     Condition        Report By
 CX0810  HISTORY     - UNK      MONUMENTED       USGS
 CX0810  HISTORY     - 1952     GOOD             NGS
 CX0810  HISTORY     - 1979     GOOD             USGS
 CX0810
 CX0810                          STATION DESCRIPTION
 CX0810
 CX0810'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CX0810'53.9 MI SW FROM TULAROSA.
 CX0810'28.3 MILES WEST ALONG OLD STATE HIGHWAY 52 FROM THE SOUTHERN PACIFIC
 CX0810'RAILROAD STATION AT TULAROSA, THENCE 25.4 MILES SOUTH ALONG A TRACK
 CX0810'ROAD, THENCE 0.2 MILE WEST ALONG A TRACK ROAD, 186 FEET EAST OF A
 CX0810'WINDMILL, AT THE SOUTHEAST CORNER OF A STOCK POND, 66 FEET NORTH OF
 CX0810'THE CENTER LINE OF THE ROAD, 34 FEET WEST OF THE CENTER LINE OF A
 CX0810'TRACK ROAD LEADING NORTH, 1 FOOT SOUTH OF A FENCE, 4 FEET NORTHWEST OF
 CX0810'A WITNESS POST, RIVETED ON THE TOP OF A 3 1/2 INCH IRON PIPE WHICH
 CX0810'PROJECTS 0.8 FOOT ABOVE THE GROUND.
 CX0810
 CX0810                          STATION RECOVERY (1979)
 CX0810
 CX0810'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 CX0810'U.S. POST OFFICE AT TULAROSA, N.M., 29.3 MI. W. OF ALONG OLD HWY 52
 CX0810'AND WSMR ROAD 6 TO THE INTERSECTION OF WSMR ROAD 7, THENCE 25.0 MI.
 CX0810'S. TO A T-ROAD SW, THENCE 0.45 MI. SW ALONG THE ROAD TO A
 CX0810'INTERSECTION WITH A N-S ROAD ALONG A POWERLINE, 55 FT. S. AND 35 FT.
 CX0810'E. FROM THE INTERSECTION, A USGS BRASS CAP ON A IRON PIPE, NEAR AN
 CX0810'OLD FENCE CORNER, PROJECTING 0.6 FT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0313 ***********************************************************************
 CE0313  DESIGNATION -  4155
 CE0313  PID         -  CE0313
 CE0313  STATE/COUNTY-  NM/DONA ANA
 CE0313  USGS QUAD   -  MOUNT RILEY SE (1985)
 CE0313
 CE0313                         *CURRENT SURVEY CONTROL
 CE0313  ___________________________________________________________________
 CE0313* NAD 83(1986)-  31 48 33.     (N)    107 02 47.     (W)     SCALED    
 CE0313* NAVD 88     -      1266.925  (meters)    4156.57   (feet)  ADJUSTED  
 CE0313  ___________________________________________________________________
 CE0313  GEOID HEIGHT-         -24.28  (meters)                     GEOID03
 CE0313  DYNAMIC HT  -        1265.004 (meters)    4150.27  (feet)  COMP
 CE0313  MODELED GRAV-     979,079.3   (mgal)                       NAVD 88
 CE0313
 CE0313  VERT ORDER  -  SECOND    CLASS 0
 CE0313
 CE0313.The horizontal coordinates were scaled from a topographic map and have
 CE0313.an estimated accuracy of +/- 6 seconds.
 CE0313
 CE0313.The orthometric height was determined by differential leveling
 CE0313.and adjusted by the National Geodetic Survey in June 1991..
 CE0313
 CE0313.The geoid height was determined by GEOID03.
 CE0313
 CE0313.The dynamic height is computed by dividing the NAVD 88
 CE0313.geopotential number by the normal gravity value computed on the
 CE0313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0313.degrees latitude (g = 980.6199 gals.).
 CE0313
 CE0313.The modeled gravity was interpolated from observed gravity values.
 CE0313
 CE0313;                    North         East    Units  Estimated Accuracy
 CE0313;SPC NM C     -    89,990.      424,600.      MT  (+/- 180 meters Scaled)
 CE0313
 CE0313                          SUPERSEDED SURVEY CONTROL
 CE0313
 CE0313  NGVD 29 (??/??/92) 1266.355  (m)         4154.70   (f) ADJ UNCH    2 0
 CE0313
 CE0313.Superseded values are not recommended for survey control.
 CE0313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0313.See file dsdata.txt to determine how the superseded data were derived.
 CE0313
 CE0313_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR062211(NAD 83)
 CE0313_MARKER: DD = SURVEY DISK
 CE0313_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CE0313_SP_SET: CULVERT
 CE0313_STAMPING: 4155
 CE0313_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CE0313
 CE0313  HISTORY     - Date     Condition        Report By
 CE0313  HISTORY     - UNK      MONUMENTED       USGS
 CE0313  HISTORY     - 1953     GOOD             NGS
 CE0313
 CE0313                          STATION DESCRIPTION
 CE0313
 CE0313'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CE0313'2.3 MI E FROM MT RILEY.
 CE0313'2.3 MILES EAST ALONG THE SOUTHERN PACIFIC RAILWAY FROM THE SECTION
 CE0313'FOREMANS HOUSE AT MT. RILEY, AT CONCRETE CULVERT 1287.92, 11 FEET
 CE0313'NORTH OF THE NORTH RAIL OF THE TRACK, AND SET IN THE TOP OF THE EAST
 CE0313'END OF THE NORTH HEADWALL OF THE CULVERT.  NOTE-- THIS BENCH MARK IS
 CE0313'STAMPED 4155 INSTEAD OF 4155 EL. 4155.123 AS STATED IN THE OLD
 CE0313'DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0274 ***********************************************************************
 CE0274  DESIGNATION -  4158
 CE0274  PID         -  CE0274
 CE0274  STATE/COUNTY-  NM/DONA ANA
 CE0274  USGS QUAD   -  POTRILLO (1985)
 CE0274
 CE0274                         *CURRENT SURVEY CONTROL
 CE0274  ___________________________________________________________________
 CE0274* NAD 83(1986)-  31 47 43.     (N)    106 56 59.     (W)     SCALED    
 CE0274* NAVD 88     -      1267.700  (meters)    4159.11   (feet)  ADJUSTED  
 CE0274  ___________________________________________________________________
 CE0274  GEOID HEIGHT-         -24.24  (meters)                     GEOID03
 CE0274  DYNAMIC HT  -        1265.783 (meters)    4152.82  (feet)  COMP
 CE0274  MODELED GRAV-     979,082.8   (mgal)                       NAVD 88
 CE0274
 CE0274  VERT ORDER  -  SECOND    CLASS 0
 CE0274
 CE0274.The horizontal coordinates were scaled from a topographic map and have
 CE0274.an estimated accuracy of +/- 6 seconds.
 CE0274
 CE0274.The orthometric height was determined by differential leveling
 CE0274.and adjusted by the National Geodetic Survey in June 1991..
 CE0274
 CE0274.The geoid height was determined by GEOID03.
 CE0274
 CE0274.The dynamic height is computed by dividing the NAVD 88
 CE0274.geopotential number by the normal gravity value computed on the
 CE0274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0274.degrees latitude (g = 980.6199 gals.).
 CE0274
 CE0274.The modeled gravity was interpolated from observed gravity values.
 CE0274
 CE0274;                    North         East    Units  Estimated Accuracy
 CE0274;SPC NM C     -    88,380.      433,740.      MT  (+/- 180 meters Scaled)
 CE0274
 CE0274                          SUPERSEDED SURVEY CONTROL
 CE0274
 CE0274  NGVD 29 (??/??/92) 1267.141  (m)         4157.28   (f) ADJ UNCH    2 0
 CE0274
 CE0274.Superseded values are not recommended for survey control.
 CE0274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0274.See file dsdata.txt to determine how the superseded data were derived.
 CE0274
 CE0274_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR154193(NAD 83)
 CE0274_MARKER: P = PIPE CAP
 CE0274_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CE0274_SP_SET: IRON PIPE
 CE0274_STAMPING: 4158
 CE0274_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CE0274
 CE0274  HISTORY     - Date     Condition        Report By
 CE0274  HISTORY     - UNK      MONUMENTED       USGS
 CE0274  HISTORY     - 1953     GOOD             NGS
 CE0274
 CE0274                          STATION DESCRIPTION
 CE0274
 CE0274'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CE0274'5.0 MI W FROM NORIA.
 CE0274'5.0 MILES WEST ALONG THE SOUTHERN PACIFIC RAILWAY FROM THE SECTION
 CE0274'FOREMANS HOUSE AT NORIA, 41 FEET WEST OF THE SECOND POLE WEST OF
 CE0274'MILEPOST 1294, 48 FEET SOUTH OF THE SOUTH RAIL OF THE TRACK, 48.8 FEET
 CE0274'NORTH OF THE SOUTH RIGHT-OF-WAY FENCE, IN LINE WITH A ROW OF POLES,
 CE0274'1.0 FOOT SOUTH OF A REFERENCE POST, AND RIVETED ON THE TOP OF A 3
 CE0274'1/2-INCH IRON PIPE PROJECTING 0.7 FOOT ABOVE THE GROUND.  NOTE-- THIS
 CE0274'BENCH MARK IS STAMPED 4158 INSTEAD OF 4158 EL. 4157.718 AS STATED IN
 CE0274'THE OLD DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0350 ***********************************************************************
 CE0350  DESIGNATION -  4164
 CE0350  PID         -  CE0350
 CE0350  STATE/COUNTY-  NM/LUNA
 CE0350  USGS QUAD   -  COLUMBUS (1965)
 CE0350
 CE0350                         *CURRENT SURVEY CONTROL
 CE0350  ___________________________________________________________________
 CE0350* NAD 83(1986)-  31 48 48.     (N)    107 40 42.     (W)     SCALED    
 CE0350* NAVD 88     -      1269.69   (+/-2cm)    4165.6    (feet)  VERTCON   
 CE0350  ___________________________________________________________________
 CE0350  GEOID HEIGHT-         -24.86  (meters)                     GEOID03
 CE0350
 CE0350  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CE0350
 CE0350.The horizontal coordinates were scaled from a topographic map and have
 CE0350.an estimated accuracy of +/- 6 seconds.
 CE0350
 CE0350.The NAVD 88 height was computed by applying the VERTCON shift value to
 CE0350.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CE0350.The vertical order pertains to the NGVD 29 superseded value.
 CE0350
 CE0350.The geoid height was determined by GEOID03.
 CE0350
 CE0350;                    North         East    Units  Estimated Accuracy
 CE0350;SPC NM W     -    90,180.      844,680.      MT  (+/- 180 meters Scaled)
 CE0350
 CE0350                          SUPERSEDED SURVEY CONTROL
 CE0350
 CE0350  NGVD 29 (??/??/92) 1269.085  (m)         4163.66   (f) ADJ UNCH    2 0
 CE0350
 CE0350.Superseded values are not recommended for survey control.
 CE0350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0350.See file dsdata.txt to determine how the superseded data were derived.
 CE0350
 CE0350_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RBR464228(NAD 83)
 CE0350_MARKER: P = PIPE CAP
 CE0350_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CE0350_SP_SET: IRON PIPE
 CE0350_STAMPING: 4164
 CE0350_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CE0350
 CE0350  HISTORY     - Date     Condition        Report By
 CE0350  HISTORY     - UNK      MONUMENTED       USGS
 CE0350  HISTORY     - 1953     GOOD             NGS
 CE0350
 CE0350                          STATION DESCRIPTION
 CE0350
 CE0350'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CE0350'2.35 MI SW FROM COLUMBUS.
 CE0350'2.35 MILES SOUTHWEST ALONG THE SOUTHERN PACIFIC RAILWAY FROM THE
 CE0350'STATION AT COLUMBUS, 78 FEET NORTHWEST OF THE CENTER LINE OF NEW
 CE0350'MEXICO STATE HIGHWAY 9, 50 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE
 CE0350'TRACK, 48.5 FEET NORTHWEST OF THE SOUTHEAST RIGHT-OF-WAY FENCE, 1.0
 CE0350'FOOT SOUTHEAST OF A REFERENCE POST, AND RIVETED ON THE TOP OF A 3
 CE0350'1/2-INCH IRON PIPE PROJECTING 0.9 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0913 ***********************************************************************
 CX0913  DESIGNATION -  4165.8
 CX0913  PID         -  CX0913
 CX0913  STATE/COUNTY-  NM/SIERRA
 CX0913  USGS QUAD   -  GARFIELD (1980)
 CX0913
 CX0913                         *CURRENT SURVEY CONTROL
 CX0913  ___________________________________________________________________
 CX0913* NAD 83(1986)-  32 51 50.     (N)    107 19 05.     (W)     SCALED    
 CX0913* NAVD 88     -      1270.300  (meters)    4167.64   (feet)  ADJUSTED  
 CX0913  ___________________________________________________________________
 CX0913  GEOID HEIGHT-         -23.65  (meters)                     GEOID03
 CX0913  DYNAMIC HT  -        1268.431 (meters)    4161.51  (feet)  COMP
 CX0913  MODELED GRAV-     979,123.1   (mgal)                       NAVD 88
 CX0913
 CX0913  VERT ORDER  -  SECOND    CLASS 0
 CX0913
 CX0913.The horizontal coordinates were scaled from a topographic map and have
 CX0913.an estimated accuracy of +/- 6 seconds.
 CX0913
 CX0913.The orthometric height was determined by differential leveling
 CX0913.and adjusted by the National Geodetic Survey in June 1991..
 CX0913
 CX0913.The geoid height was determined by GEOID03.
 CX0913
 CX0913.The dynamic height is computed by dividing the NAVD 88
 CX0913.geopotential number by the normal gravity value computed on the
 CX0913.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0913.degrees latitude (g = 980.6199 gals.).
 CX0913
 CX0913.The modeled gravity was interpolated from observed gravity values.
 CX0913
 CX0913;                    North         East    Units  Estimated Accuracy
 CX0913;SPC NM W     -   206,780.      878,220.      MT  (+/- 180 meters Scaled)
 CX0913
 CX0913                          SUPERSEDED SURVEY CONTROL
 CX0913
 CX0913  NGVD 29 (??/??/92) 1269.671  (m)         4165.58   (f) ADJ UNCH    2 0
 CX0913
 CX0913.Superseded values are not recommended for survey control.
 CX0913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0913.See file dsdata.txt to determine how the superseded data were derived.
 CX0913
 CX0913_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBS831385(NAD 83)
 CX0913_MARKER: Q = CHISELED SQUARE
 CX0913_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CX0913_SP_SET: BRIDGE
 CX0913_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CX0913
 CX0913  HISTORY     - Date     Condition        Report By
 CX0913  HISTORY     - UNK      MONUMENTED       USGS
 CX0913  HISTORY     - 1953     GOOD             NGS
 CX0913
 CX0913                          STATION DESCRIPTION
 CX0913
 CX0913'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CX0913'19.8 MI S FROM HOT SPRINGS.
 CX0913'19.8 MILES SOUTH ALONG U.S. HIGHWAY 85 FROM THE NORTHWEST ENTRANCE TO
 CX0913'THE CARRIE TINGLE CHILDRENS HOSPITAL AT HOT SPRINGS, 1.7 MILES SOUTH
 CX0913'OF THE CABALLO TAVERN, 21 FEET EAST OF THE ECNTER LINE OF THE HIGHWAY,
 CX0913'ABOUT LEVEL WITH THE HIGHWAY, A CHISELED SQUARE IN THE TOP OF THE
 CX0913'NORTHEAST END OF THE NORTHEAST CONCRETE WINGWALL OF A WOODEN BRIDGE.
 CX0913'NOTE-- THIS BENCH MARK IS 17.6 MILES NORTH OF THE JUNCTION OF U.S.
 CX0913'HIGHWAY 85 AND NEW MEXICO STATE HIGHWAY 26 AT HATCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0259 ***********************************************************************
 CE0259  DESIGNATION -  4168
 CE0259  PID         -  CE0259
 CE0259  STATE/COUNTY-  NM/DONA ANA
 CE0259  USGS QUAD   -  LANARK (1985)
 CE0259
 CE0259                         *CURRENT SURVEY CONTROL
 CE0259  ___________________________________________________________________
 CE0259* NAD 83(1986)-  31 58 12.     (N)    106 49 06.     (W)     SCALED    
 CE0259* NAVD 88     -      1270.930  (meters)    4169.71   (feet)  ADJUSTED  
 CE0259  ___________________________________________________________________
 CE0259  GEOID HEIGHT-         -24.20  (meters)                     GEOID03
 CE0259  DYNAMIC HT  -        1269.003 (meters)    4163.39  (feet)  COMP
 CE0259  MODELED GRAV-     979,079.0   (mgal)                       NAVD 88
 CE0259
 CE0259  VERT ORDER  -  SECOND    CLASS 0
 CE0259
 CE0259.The horizontal coordinates were scaled from a topographic map and have
 CE0259.an estimated accuracy of +/- 6 seconds.
 CE0259
 CE0259.The orthometric height was determined by differential leveling
 CE0259.and adjusted by the National Geodetic Survey in June 1991..
 CE0259
 CE0259.The geoid height was determined by GEOID03.
 CE0259
 CE0259.The dynamic height is computed by dividing the NAVD 88
 CE0259.geopotential number by the normal gravity value computed on the
 CE0259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0259.degrees latitude (g = 980.6199 gals.).
 CE0259
 CE0259.The modeled gravity was interpolated from observed gravity values.
 CE0259
 CE0259;                    North         East    Units  Estimated Accuracy
 CE0259;SPC NM C     -   107,680.      446,280.      MT  (+/- 180 meters Scaled)
 CE0259
 CE0259                          SUPERSEDED SURVEY CONTROL
 CE0259
 CE0259  NGVD 29 (??/??/92) 1270.348  (m)         4167.80   (f) ADJ UNCH    2 0
 CE0259
 CE0259.Superseded values are not recommended for survey control.
 CE0259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0259.See file dsdata.txt to determine how the superseded data were derived.
 CE0259
 CE0259_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR281385(NAD 83)
 CE0259_MARKER: DB = BENCH MARK DISK
 CE0259_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CE0259_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CE0259_STAMPING: 4168
 CE0259_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CE0259+STABILITY: SURFACE MOTION
 CE0259
 CE0259  HISTORY     - Date     Condition        Report By
 CE0259  HISTORY     - UNK      MONUMENTED       USGS
 CE0259  HISTORY     - 1953     GOOD             NGS
 CE0259
 CE0259                          STATION DESCRIPTION
 CE0259
 CE0259'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CE0259'15.0 MI SE FROM KENZIN.
 CE0259'15.0 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC RAILWAY FROM THE
 CE0259'STATION AT KENZIN, AT THE OLD STATION SITE AT LANARK, AT THE CONCRETE
 CE0259'FOUNDATION (CONSISTING OF 12 CONCRETE POSTS) OF AN OLD WATER TANK, 260
 CE0259'FEET SOUTH OF THE LANARK STATION SIGNBOARD, 181 FEET SOUTHWEST OF THE
 CE0259'SOUTHWEST RAIL OF THE MAIN TRACK, AND SET IN THE TOP OF THE NORTH
 CE0259'CORNER OF THE MOST WESTERLY ONE OF FOUR CONCRETE POSTS IN THE CENTER
 CE0259'OF THE FOUNDATION AND PROJECTING 5 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0382 ***********************************************************************
 CX0382  DESIGNATION -  4173
 CX0382  PID         -  CX0382
 CX0382  STATE/COUNTY-  NM/OTERO
 CX0382  USGS QUAD   -  OROGRANDE NORTH (1994)
 CX0382
 CX0382                         *CURRENT SURVEY CONTROL
 CX0382  ___________________________________________________________________
 CX0382* NAD 83(1986)-  32 24 02.     (N)    106 03 10.     (W)     SCALED    
 CX0382* NAVD 88     -      1272.783  (meters)    4175.79   (feet)  ADJUSTED  
 CX0382  ___________________________________________________________________
 CX0382  GEOID HEIGHT-         -22.89  (meters)                     GEOID03
 CX0382  DYNAMIC HT  -        1270.907 (meters)    4169.63  (feet)  COMP
 CX0382  MODELED GRAV-     979,121.2   (mgal)                       NAVD 88
 CX0382
 CX0382  VERT ORDER  -  FIRST     CLASS II
 CX0382
 CX0382.The horizontal coordinates were scaled from a topographic map and have
 CX0382.an estimated accuracy of +/- 6 seconds.
 CX0382
 CX0382.The orthometric height was determined by differential leveling
 CX0382.and adjusted by the National Geodetic Survey in June 1991..
 CX0382
 CX0382.The geoid height was determined by GEOID03.
 CX0382
 CX0382.The dynamic height is computed by dividing the NAVD 88
 CX0382.geopotential number by the normal gravity value computed on the
 CX0382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0382.degrees latitude (g = 980.6199 gals.).
 CX0382
 CX0382.The modeled gravity was interpolated from observed gravity values.
 CX0382
 CX0382;                    North         East    Units  Estimated Accuracy
 CX0382;SPC NM C     -   155,300.      518,550.      MT  (+/- 180 meters Scaled)
 CX0382
 CX0382                          SUPERSEDED SURVEY CONTROL
 CX0382
 CX0382  NGVD 29 (??/??/92) 1272.187  (m)         4173.83   (f) ADJ UNCH    1 2
 CX0382
 CX0382.Superseded values are not recommended for survey control.
 CX0382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0382.See file dsdata.txt to determine how the superseded data were derived.
 CX0382
 CX0382_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDR009853(NAD 83)
 CX0382_MARKER: P = PIPE CAP
 CX0382_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CX0382_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CX0382_STAMPING: 4173
 CX0382_PROJECTION: PROJECTING 25 CENTIMETERS
 CX0382_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX0382
 CX0382  HISTORY     - Date     Condition        Report By
 CX0382  HISTORY     - UNK      MONUMENTED       USGS
 CX0382  HISTORY     - 1955     GOOD             DOD
 CX0382  HISTORY     - 1980     GOOD             NGS
 CX0382
 CX0382                          STATION DESCRIPTION
 CX0382
 CX0382'DESCRIBED BY US DEPARTMENT OF DEFENSE 1955
 CX0382'2.8 MI N FROM OROGRANDE.
 CX0382'2.8 MILES NORTH ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 CX0382'STATION AT OROGRANDE, OTERO COUNTY, 3.4 MILES SOUTH OF TURQUOISE, 83
 CX0382'FEET NORTH OF THE SEVENTH POLE SOUTH OF MILEPOST 1348, AND 60 FEET
 CX0382'WEST OF THE CENTERLINE OF THE TRACK.  A UNITED STATES GEOLOGICAL
 CX0382'SURVEY STANDARD CAP, STAMPED 4173 AND RIVETED ON THE TOP OF A
 CX0382'3-1/2-INCH IRON PIPE PROJECTING 1 FOOT ABOVE GROUND.
 CX0382
 CX0382                          STATION RECOVERY (1980)
 CX0382
 CX0382'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CX0382'0.9 KM (0.55 MI) SOUTH ALONG U.S. HIGHWAY 54 FROM THE POST OFFICE
 CX0382'IN OROGRANDE, THENCE 0.6 KM (0.4 MI) SOUTHEAST ALONG A PAVED ROAD,
 CX0382'THENCE 4.5 KM (2.8 MI) NORHTERLY ALONG THE SOUTHERN PACIFIC RAILROAD,
 CX0382'6-1/2 POLES SOUTHEAST OF MILE POST 1348, 0.2 KM (0.1 MI) NORTHEAST
 CX0382'OF RAILROAD SIGNALS NUMBER 1347.7 AND 1347.8, 25.6 METERS (84.0 FT)
 CX0382'SOUTHWEST OF A UTILITY POLE, 25.3 METERS (83.0 FT) NORTHEAST OF A
 CX0382'UTILITY POLE, 18.9 METERS (62.0 FT) NORTHWEST OF THE NEAR RAIL AND
 CX0382'11.4 METERS (37.5 FT) SOUTHEAST OF A FENCE.
 CX0382'THE MARK IS 0.5 METERS  NE FROM A WITNESS POST.
 CX0382'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0327 ***********************************************************************
 CE0327  DESIGNATION -  4175
 CE0327  PID         -  CE0327
 CE0327  STATE/COUNTY-  NM/LUNA
 CE0327  USGS QUAD   -  NORTH PEAK (1976)
 CE0327
 CE0327                         *CURRENT SURVEY CONTROL
 CE0327  ___________________________________________________________________
 CE0327* NAD 83(1986)-  31 56 36.     (N)    107 40 23.     (W)     SCALED    
 CE0327* NAVD 88     -      1273.324  (meters)    4177.56   (feet)  ADJUSTED  
 CE0327  ___________________________________________________________________
 CE0327  GEOID HEIGHT-         -24.80  (meters)                     GEOID03
 CE0327  DYNAMIC HT  -        1271.387 (meters)    4171.21  (feet)  COMP
 CE0327  MODELED GRAV-     979,074.1   (mgal)                       NAVD 88
 CE0327
 CE0327  VERT ORDER  -  SECOND    CLASS 0
 CE0327
 CE0327.The horizontal coordinates were scaled from a topographic map and have
 CE0327.an estimated accuracy of +/- 6 seconds.
 CE0327
 CE0327.The orthometric height was determined by differential leveling
 CE0327.and adjusted by the National Geodetic Survey in June 1991..
 CE0327
 CE0327.The geoid height was determined by GEOID03.
 CE0327
 CE0327.The dynamic height is computed by dividing the NAVD 88
 CE0327.geopotential number by the normal gravity value computed on the
 CE0327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0327.degrees latitude (g = 980.6199 gals.).
 CE0327
 CE0327.The modeled gravity was interpolated from observed gravity values.
 CE0327
 CE0327;                    North         East    Units  Estimated Accuracy
 CE0327;SPC NM W     -   104,600.      845,150.      MT  (+/- 180 meters Scaled)
 CE0327
 CE0327                          SUPERSEDED SURVEY CONTROL
 CE0327
 CE0327  NGVD 29 (??/??/92) 1272.708  (m)         4175.54   (f) ADJ UNCH    2 0
 CE0327
 CE0327.Superseded values are not recommended for survey control.
 CE0327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0327.See file dsdata.txt to determine how the superseded data were derived.
 CE0327
 CE0327_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RBR473372(NAD 83)
 CE0327_MARKER: DD = SURVEY DISK
 CE0327_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CE0327_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CE0327_STAMPING: 4175
 CE0327_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CE0327+STABILITY: SURFACE MOTION
 CE0327
 CE0327  HISTORY     - Date     Condition        Report By
 CE0327  HISTORY     - UNK      MONUMENTED       USGS
 CE0327  HISTORY     - 1935     GOOD             NGS
 CE0327  HISTORY     - 1953     MARK NOT FOUND   NGS
 CE0327
 CE0327                          STATION DESCRIPTION
 CE0327
 CE0327'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 CE0327'8.1 MI N FROM COLUMBUS.
 CE0327'8.1 MI. N. ALONG STATE NO. 11 75 FT. N.W. OF A WOODEN BRIDGE WITH
 CE0327'CONC. HEAD WALLS, 50 FT. W. OF THE CENTER LINE OF STATE NO. 11, AND 1
 CE0327'FT. E. OF THE FENCE LINE.
 CE0327
 CE0327                          STATION RECOVERY (1953)
 CE0327
 CE0327'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 CE0327'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0453 ***********************************************************************
 CW0453  DESIGNATION -  4183
 CW0453  PID         -  CW0453
 CW0453  STATE/COUNTY-  NM/OTERO
 CW0453  USGS QUAD   -  ALAMOGORDO SOUTH (1981)
 CW0453
 CW0453                         *CURRENT SURVEY CONTROL
 CW0453  ___________________________________________________________________
 CW0453* NAD 83(1986)-  32 49 53.     (N)    105 58 20.     (W)     SCALED    
 CW0453* NAVD 88     -      1275.380  (meters)    4184.31   (feet)  ADJUSTED  
 CW0453  ___________________________________________________________________
 CW0453  GEOID HEIGHT-         -22.22  (meters)                     GEOID03
 CW0453  DYNAMIC HT  -        1273.489 (meters)    4178.11  (feet)  COMP
 CW0453  MODELED GRAV-     979,112.1   (mgal)                       NAVD 88
 CW0453
 CW0453  VERT ORDER  -  FIRST     CLASS II
 CW0453
 CW0453.The horizontal coordinates were scaled from a topographic map and have
 CW0453.an estimated accuracy of +/- 6 seconds.
 CW0453
 CW0453.The orthometric height was determined by differential leveling
 CW0453.and adjusted by the National Geodetic Survey in June 1991..
 CW0453
 CW0453.The geoid height was determined by GEOID03.
 CW0453
 CW0453.The dynamic height is computed by dividing the NAVD 88
 CW0453.geopotential number by the normal gravity value computed on the
 CW0453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0453.degrees latitude (g = 980.6199 gals.).
 CW0453
 CW0453.The modeled gravity was interpolated from observed gravity values.
 CW0453
 CW0453;                    North         East    Units  Estimated Accuracy
 CW0453;SPC NM C     -   203,090.      526,010.      MT  (+/- 180 meters Scaled)
 CW0453
 CW0453                          SUPERSEDED SURVEY CONTROL
 CW0453
 CW0453  NGVD 29 (??/??/92) 1274.758  (m)         4182.27   (f) ADJ UNCH    1 2
 CW0453
 CW0453.Superseded values are not recommended for survey control.
 CW0453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0453.See file dsdata.txt to determine how the superseded data were derived.
 CW0453
 CW0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDS090330(NAD 83)
 CW0453_MARKER: DD = SURVEY DISK
 CW0453_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CW0453_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CW0453_STAMPING: 4183
 CW0453_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CW0453
 CW0453  HISTORY     - Date     Condition        Report By
 CW0453  HISTORY     - UNK      MONUMENTED       USGS
 CW0453  HISTORY     - 1968     MARK NOT FOUND   NGS
 CW0453
 CW0453                          STATION DESCRIPTION
 CW0453
 CW0453'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CW0453'4.8 MI S FROM ALAMOGORDO.
 CW0453'4.8 MILES SOUTH ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATION
 CW0453'AT ALAMOGORDO, 1 POLE SOUTH OF MILEPOST 1378, 50.5 FEET WEST OF THE
 CW0453'WEST RAIL, 86 FEET EAST OF THE CENTER LINE OF U.S. HIGHWAY 54, 47 FEET
 CW0453'EAST OF A FENCE, 41.4 FEET NORTH OF A TELEPHONE POLE, RIVETED ON THE
 CW0453'TOP OF AN IRON PIPE WHICH PROJECTS 1.3 FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0680 ***********************************************************************
 FO0680  DESIGNATION -  42
 FO0680  PID         -  FO0680
 FO0680  STATE/COUNTY-  NM/SANDOVAL
 FO0680  USGS QUAD   -  PUERCO DAM (1961)
 FO0680
 FO0680                         *CURRENT SURVEY CONTROL
 FO0680  ___________________________________________________________________
 FO0680* NAD 83(1986)-  35 20 48.     (N)    107 02 26.     (W)     SCALED    
 FO0680* NAVD 88     -      1713.16   (+/-2cm)    5620.6    (feet)  VERTCON   
 FO0680  ___________________________________________________________________
 FO0680  GEOID HEIGHT-         -20.61  (meters)                     GEOID03
 FO0680
 FO0680  VERT ORDER  -  ? (See Below)
 FO0680
 FO0680.The horizontal coordinates were scaled from a topographic map and have
 FO0680.an estimated accuracy of +/- 6 seconds.
 FO0680
 FO0680.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO0680.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO0680.The vertical order pertains to the NGVD 29 superseded value.
 FO0680
 FO0680.The geoid height was determined by GEOID03.
 FO0680
 FO0680;                    North         East    Units  Estimated Accuracy
 FO0680;SPC NM C     -   482,320.      428,140.      MT  (+/- 180 meters Scaled)
 FO0680
 FO0680                          SUPERSEDED SURVEY CONTROL
 FO0680
 FO0680  NGVD 29 (??/??/92) 1712.271  (m)         5617.68   (f) ADJ UNCH    ?  
 FO0680
 FO0680.Superseded values are not recommended for survey control.
 FO0680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0680.See file dsdata.txt to determine how the superseded data were derived.
 FO0680
 FO0680_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV145133(NAD 83)
 FO0680_MARKER: P = PIPE CAP
 FO0680_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FO0680_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FO0680_STAMPING: 42
 FO0680_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FO0680
 FO0680  HISTORY     - Date     Condition        Report By
 FO0680  HISTORY     - UNK      MONUMENTED       USGS
 FO0680  HISTORY     - 1905     GOOD             NGS
 FO0680
 FO0680                          STATION DESCRIPTION
 FO0680
 FO0680'DESCRIBED BY NATIONAL GEODETIC SURVEY 1905
 FO0680'5.2 MI NW FROM NAVAJO SPRINGS.
 FO0680'5.2 MILES NORTHWEST ALONG A DIRT ROAD FROM NAVAJO SPRINGS, SANDOVAL
 FO0680'COUNTY, 800 FEET NORTHEAST OF AN OLD ROCK DAM, AT THE SOUTHWEST END OF
 FO0680'A RIDGE, AND 25 FEET SOUTH OF THE CENTERLINE OF THE ROAD.  A UNITED
 FO0680'STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 42 AND RIVETED ON THE
 FO0680'TOP OF A 3-1/2-INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1131 ***********************************************************************
 CX1131  DESIGNATION -  42 C
 CX1131  PID         -  CX1131
 CX1131  STATE/COUNTY-  NM/SIERRA
 CX1131  USGS QUAD   -  LAKE VALLEY (1989)
 CX1131
 CX1131                         *CURRENT SURVEY CONTROL
 CX1131  ___________________________________________________________________
 CX1131* NAD 83(1986)-  32 43 03.     (N)    107 34 05.     (W)     SCALED    
 CX1131* NAVD 88     -      1644.250  (meters)    5394.51   (feet)  ADJUSTED  
 CX1131  ___________________________________________________________________
 CX1131  GEOID HEIGHT-         -23.50  (meters)                     GEOID03
 CX1131  DYNAMIC HT  -        1641.739 (meters)    5386.27  (feet)  COMP
 CX1131  MODELED GRAV-     979,052.4   (mgal)                       NAVD 88
 CX1131
 CX1131  VERT ORDER  -  SECOND    CLASS 0
 CX1131
 CX1131.The horizontal coordinates were scaled from a topographic map and have
 CX1131.an estimated accuracy of +/- 6 seconds.
 CX1131
 CX1131.The orthometric height was determined by differential leveling
 CX1131.and adjusted by the National Geodetic Survey in June 1991..
 CX1131
 CX1131.The geoid height was determined by GEOID03.
 CX1131
 CX1131.The dynamic height is computed by dividing the NAVD 88
 CX1131.geopotential number by the normal gravity value computed on the
 CX1131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX1131.degrees latitude (g = 980.6199 gals.).
 CX1131
 CX1131.The modeled gravity was interpolated from observed gravity values.
 CX1131
 CX1131;                    North         East    Units  Estimated Accuracy
 CX1131;SPC NM W     -   190,460.      854,870.      MT  (+/- 180 meters Scaled)
 CX1131
 CX1131                          SUPERSEDED SURVEY CONTROL
 CX1131
 CX1131  NGVD 29 (??/??/92) 1643.487  (m)         5392.01   (f) ADJ UNCH    2 0
 CX1131
 CX1131.Superseded values are not recommended for survey control.
 CX1131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1131.See file dsdata.txt to determine how the superseded data were derived.
 CX1131
 CX1131_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBS593228(NAD 83)
 CX1131_MARKER: DD = SURVEY DISK
 CX1131_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CX1131_SP_SET: PLATFORM
 CX1131_STAMPING: 42 C 5393 1934
 CX1131_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX1131
 CX1131  HISTORY     - Date     Condition        Report By
 CX1131  HISTORY     - 1934     MONUMENTED       USGS
 CX1131  HISTORY     - 1953     GOOD             NGS
 CX1131
 CX1131                          STATION DESCRIPTION
 CX1131
 CX1131'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CX1131'IN LAKE VALLEY.
 CX1131'AT LAKE VALLEY, AT A VACANT STONE CONOCO SERVICE STATION, 5.0 FEET
 CX1131'NORTHEAST OF THE EAST CORNER OF THE STONE BUILDING, 5.5 FEET NORTH OF
 CX1131'A 2-INCH STEEL PIPE SUPPORTING A CONOCO SIGN, AND SET IN THE TOP OF
 CX1131'THE EAST CORNER OF A CONCRETE PLATFORM, ABOUT 1.6 FEET ABOVE THE
 CX1131'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0825 ***********************************************************************
 FO0825  DESIGNATION -  42 CAH RESET
 FO0825  PID         -  FO0825
 FO0825  STATE/COUNTY-  NM/BERNALILLO
 FO0825  USGS QUAD   -  LA MESITA NEGRA SE (1990)
 FO0825
 FO0825                         *CURRENT SURVEY CONTROL
 FO0825  ___________________________________________________________________
 FO0825* NAD 83(1986)-  35 03 40.     (N)    106 47 46.     (W)     SCALED    
 FO0825* NAVD 88     -      1745.446  (meters)    5726.52   (feet)  ADJUSTED  
 FO0825  ___________________________________________________________________
 FO0825  GEOID HEIGHT-         -21.50  (meters)                     GEOID03
 FO0825  DYNAMIC HT  -        1743.010 (meters)    5718.53  (feet)  COMP
 FO0825  MODELED GRAV-     979,177.2   (mgal)                       NAVD 88
 FO0825
 FO0825  VERT ORDER  -  FIRST     CLASS II
 FO0825
 FO0825.The horizontal coordinates were scaled from a topographic map and have
 FO0825.an estimated accuracy of +/- 6 seconds.
 FO0825
 FO0825.The orthometric height was determined by differential leveling
 FO0825.and adjusted by the National Geodetic Survey in June 1991..
 FO0825
 FO0825.The geoid height was determined by GEOID03.
 FO0825
 FO0825.The dynamic height is computed by dividing the NAVD 88
 FO0825.geopotential number by the normal gravity value computed on the
 FO0825.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0825.degrees latitude (g = 980.6199 gals.).
 FO0825
 FO0825.The modeled gravity was interpolated from observed gravity values.
 FO0825
 FO0825;                    North         East    Units  Estimated Accuracy
 FO0825;SPC NM C     -   450,490.      450,190.      MT  (+/- 180 meters Scaled)
 FO0825
 FO0825                          SUPERSEDED SURVEY CONTROL
 FO0825
 FO0825  NGVD 29 (??/??/92) 1744.597  (m)         5723.73   (f) ADJ UNCH    1 2
 FO0825
 FO0825.Superseded values are not recommended for survey control.
 FO0825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0825.See file dsdata.txt to determine how the superseded data were derived.
 FO0825
 FO0825_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU362812(NAD 83)
 FO0825_MARKER: DE = TRAVERSE STATION DISK
 FO0825_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FO0825_SP_SET: CONCRETE POST
 FO0825_STAMPING: 42 CAH 1952 RESET 1968
 FO0825_MARK LOGO: USGS  
 FO0825_PROJECTION: FLUSH
 FO0825_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO0825+STABILITY: SURFACE MOTION
 FO0825_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FO0825+SATELLITE: SATELLITE OBSERVATIONS - October 11, 1991
 FO0825
 FO0825  HISTORY     - Date     Condition        Report By
 FO0825  HISTORY     - 1968     MONUMENTED       USGS
 FO0825  HISTORY     - 1982     GOOD             NGS
 FO0825  HISTORY     - 19911011 GOOD             NGS
 FO0825  HISTORY     - 20051121 GOOD             GEOCAC
 FO0825
 FO0825                          STATION DESCRIPTION
 FO0825
 FO0825'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FO0825'9.8 KM (6.1 MI) SW FROM ALBUQUERQUE.
 FO0825'THE MARK IS 0.3 M ABOVE THE FRONTAGE ROAD.
 FO0825'9.8 KM (6.1 MI) SOUTHWESTERLY ALONG INTERSTATE HIGHWAY 40 FROM ITS
 FO0825'JUNCTION WITH STATE HIGHWAY 448 AT THE NORTHWEST EDGE OF ALBUQUERQUE,
 FO0825'0.1 KM (0.05 MI) WEST OF A DIRT ROAD LEADING SOUTH, 35.7 METERS (117.1
 FO0825'FT) SOUTH OF THE CENTERLINE OF THE EAST BOUND LANES OF THE HIGHWAY,
 FO0825'30.1 METERS (98.8 FT) SOUTH OF MILEPOST 149, 14.5 METERS (47.6 FT)
 FO0825'SOUTH OF THE CENTERLINE OF THE SOUTH FRONTAGE ROAD AND 0.4 METER (1.3
 FO0825'FT) EAST OF A WOODEN WITNESS POST.
 FO0825
 FO0825                          STATION RECOVERY (1991)
 FO0825
 FO0825'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 FO0825'9.8 KM (6.10 MI) WESTERLY ALONG INTERSTATE HIGHWAY 40 FROM THE
 FO0825'JUNCTION OF STATE HIGHWAY 448 IN ALBUQUERQUE, NEAR THE NORTHEAST EDGE
 FO0825'OF THE AMERICAN CAMPGROUND AND RV PARK, 35.7 M (117.1 FT) SOUTH OF
 FO0825'THE CENTERLINE OF THE EASTBOUND LANES OF THE HIGHWAY, 14.5 M
 FO0825'(47.6 FT) SOUTH OF THE CENTERLINE OF A FRONTAGE ROAD, 0.3 M (1.0 FT)
 FO0825'ABOVE THE LEVEL OF THE ROAD, AND THE MONUMENT IS RECESSED 0.5 M
 FO0825'(1.6 FT) BELOW THE GROUND SURFACE.  NOTE--ACCESS TO THE DISK IS
 FO0825'THROUGH A 1 BY 2 FOOT PLASTIC COVER.
 FO0825
 FO0825                          STATION RECOVERY (2005)
 FO0825
 FO0825'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 FO0825'HANDHELD COORDINATES ARE
 FO0825'35 03.642N
 FO0825'106 47.762W
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CF0040 ***********************************************************************
 CF0040  DESIGNATION -  4214
 CF0040  PID         -  CF0040
 CF0040  STATE/COUNTY-  NM/HIDALGO
 CF0040  USGS QUAD   -  ANTELOPE PASS (1982)
 CF0040
 CF0040                         *CURRENT SURVEY CONTROL
 CF0040  ___________________________________________________________________
 CF0040* NAD 83(1986)-  31 54 28.     (N)    108 58 34.     (W)     SCALED    
 CF0040* NAVD 88     -      1285.03   (+/-2cm)    4216.0    (feet)  VERTCON   
 CF0040  ___________________________________________________________________
 CF0040  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 CF0040
 CF0040  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CF0040
 CF0040.The horizontal coordinates were scaled from a topographic map and have
 CF0040.an estimated accuracy of +/- 6 seconds.
 CF0040
 CF0040.The NAVD 88 height was computed by applying the VERTCON shift value to
 CF0040.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CF0040.The vertical order pertains to the NGVD 29 superseded value.
 CF0040
 CF0040.The geoid height was determined by GEOID03.
 CF0040
 CF0040;                    North         East    Units  Estimated Accuracy
 CF0040;SPC NM W     -   101,210.      721,910.      MT  (+/- 180 meters Scaled)
 CF0040
 CF0040                          SUPERSEDED SURVEY CONTROL
 CF0040
 CF0040  NGVD 29 (??/??/92) 1284.221  (m)         4213.32   (f) ADJ UNCH    2 0
 CF0040
 CF0040.Superseded values are not recommended for survey control.
 CF0040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0040.See file dsdata.txt to determine how the superseded data were derived.
 CF0040
 CF0040_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXA913320(NAD 83)
 CF0040_MARKER: DD = SURVEY DISK
 CF0040_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CF0040_SP_SET: BRIDGE
 CF0040_STAMPING: 4214
 CF0040_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CF0040
 CF0040  HISTORY     - Date     Condition        Report By
 CF0040  HISTORY     - UNK      MONUMENTED       USGS
 CF0040  HISTORY     - 1935     GOOD             NGS
 CF0040  HISTORY     - 1953     GOOD             NGS
 CF0040
 CF0040                          STATION DESCRIPTION
 CF0040
 CF0040'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 CF0040'6.0 MI NE FROM RODEO.
 CF0040'6.0 N.E. OF DEPOT, ALONG THE S.P.R.R., ABOUT 0.3 OF A MILE W. OF MILE
 CF0040'POST 1165.  ABOUT 300 YDS. N.E. OF A SMALL ROCK RANCH HOUSE.  SET IN
 CF0040'THE N.E. CORNER OF CONCRETE HEADWALL OF BRIDGE NO. 1164.86.
 CF0040
 CF0040                          STATION RECOVERY (1953)
 CF0040
 CF0040'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 CF0040'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0339 ***********************************************************************
 DS0339  DESIGNATION -  4221
 DS0339  PID         -  DS0339
 DS0339  STATE/COUNTY-  NM/OTERO
 DS0339  USGS QUAD   -  TULAROSA (1982)
 DS0339
 DS0339                         *CURRENT SURVEY CONTROL
 DS0339  ___________________________________________________________________
 DS0339* NAD 83(1986)-  33 04 38.     (N)    106 07 14.     (W)     SCALED    
 DS0339* NAVD 88     -      1286.491  (meters)    4220.76   (feet)  POSTED    
 DS0339  ___________________________________________________________________
 DS0339  GEOID HEIGHT-         -22.50  (meters)                     GEOID03
 DS0339  DYNAMIC HT  -        1284.640 (meters)    4214.69  (feet)  COMP
 DS0339  MODELED GRAV-     979,155.0   (mgal)                       NAVD 88
 DS0339
 DS0339  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 DS0339
 DS0339.The horizontal coordinates were scaled from a topographic map and have
 DS0339.an estimated accuracy of +/- 6 seconds.
 DS0339
 DS0339.The orthometric height was determined by differential leveling
 DS0339.and adjusted by the National Geodetic Survey in 1992..
 DS0339.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 DS0339.rate greater than 8.0 mm/km.
 DS0339
 DS0339.The geoid height was determined by GEOID03.
 DS0339
 DS0339.The dynamic height is computed by dividing the NAVD 88
 DS0339.geopotential number by the normal gravity value computed on the
 DS0339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0339.degrees latitude (g = 980.6199 gals.).
 DS0339
 DS0339.The modeled gravity was interpolated from observed gravity values.
 DS0339
 DS0339;                    North         East    Units  Estimated Accuracy
 DS0339;SPC NM C     -   230,320.      512,090.      MT  (+/- 180 meters Scaled)
 DS0339
 DS0339                          SUPERSEDED SURVEY CONTROL
 DS0339
 DS0339  NGVD 29 (??/??/92) 1285.915  (m)         4218.87   (f) ADJ UNCH    2 0
 DS0339
 DS0339.Superseded values are not recommended for survey control.
 DS0339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0339.See file dsdata.txt to determine how the superseded data were derived.
 DS0339
 DS0339_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS954604(NAD 83)
 DS0339_MARKER: DD = SURVEY DISK
 DS0339_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DS0339_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DS0339_STAMPING: 4221
 DS0339_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DS0339
 DS0339  HISTORY     - Date     Condition        Report By
 DS0339  HISTORY     - UNK      MONUMENTED       USGS
 DS0339  HISTORY     - 1952     GOOD             NGS
 DS0339  HISTORY     - 1986     MARK NOT FOUND   NGS
 DS0339
 DS0339                          STATION DESCRIPTION
 DS0339
 DS0339'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DS0339'5.1 MI W FROM TULAROSA.
 DS0339'5.1 MILES WEST ALONG ABANDONED STATE HIGHWAY 52 FROM THE SOUTHERN
 DS0339'PACIFIC CO. RAILROAD STATION AT TULAROSA, OTERO COUNTY, 0.6 MILE WEST
 DS0339'OF AN OLD CAMP IN AN ARROYO, AND 22 FEET SOUTH OF THE CENTER LINE OF
 DS0339'THE OLD HIGHWAY.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP,
 DS0339'STAMPED 4221 AND RIVETED ON THE TOP OF A 3 1/2 - INCH IRON PIPE.
 DS0339'NOTE-- THIS BENCH MARK WAS SEARCHED FOR BUT NOT RECOVERED IN JANUARY
 DS0339'1952.
 DS0339
 DS0339                          STATION RECOVERY (1986)
 DS0339
 DS0339'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 DS0339'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0316 ***********************************************************************
 CE0316  DESIGNATION -  4247
 CE0316  PID         -  CE0316
 CE0316  STATE/COUNTY-  NM/DONA ANA
 CE0316  USGS QUAD   -  POTRILLO (1985)
 CE0316
 CE0316                         *CURRENT SURVEY CONTROL
 CE0316  ___________________________________________________________________
 CE0316* NAD 83(1986)-  31 48 04.     (N)    106 59 36.     (W)     SCALED    
 CE0316* NAVD 88     -      1294.895  (meters)    4248.33   (feet)  ADJUSTED  
 CE0316  ___________________________________________________________________
 CE0316  GEOID HEIGHT-         -24.25  (meters)                     GEOID03
 CE0316  DYNAMIC HT  -        1292.938 (meters)    4241.91  (feet)  COMP
 CE0316  MODELED GRAV-     979,083.0   (mgal)                       NAVD 88
 CE0316
 CE0316  VERT ORDER  -  SECOND    CLASS 0
 CE0316
 CE0316.The horizontal coordinates were scaled from a topographic map and have
 CE0316.an estimated accuracy of +/- 6 seconds.
 CE0316
 CE0316.The orthometric height was determined by differential leveling
 CE0316.and adjusted by the National Geodetic Survey in June 1991..
 CE0316
 CE0316.The geoid height was determined by GEOID03.
 CE0316
 CE0316.The dynamic height is computed by dividing the NAVD 88
 CE0316.geopotential number by the normal gravity value computed on the
 CE0316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0316.degrees latitude (g = 980.6199 gals.).
 CE0316
 CE0316.The modeled gravity was interpolated from observed gravity values.
 CE0316
 CE0316;                    North         East    Units  Estimated Accuracy
 CE0316;SPC NM C     -    89,060.      429,620.      MT  (+/- 180 meters Scaled)
 CE0316
 CE0316                          SUPERSEDED SURVEY CONTROL
 CE0316
 CE0316  NGVD 29 (??/??/92) 1294.330  (m)         4246.48   (f) ADJ UNCH    2 0
 CE0316
 CE0316.Superseded values are not recommended for survey control.
 CE0316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0316.See file dsdata.txt to determine how the superseded data were derived.
 CE0316
 CE0316_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR112201(NAD 83)
 CE0316_MARKER: P = PIPE CAP
 CE0316_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CE0316_SP_SET: IRON PIPE
 CE0316_STAMPING: 4247
 CE0316_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CE0316
 CE0316  HISTORY     - Date     Condition        Report By
 CE0316  HISTORY     - UNK      MONUMENTED       USGS
 CE0316  HISTORY     - 1953     GOOD             NGS
 CE0316
 CE0316                          STATION DESCRIPTION
 CE0316
 CE0316'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CE0316'5.2 MI E FROM MT RILEY.
 CE0316'5.2 MILES EAST ALONG THE SOUTHERN PACIFIC RAILWAY FROM THE SECTION
 CE0316'FOREMANS HOUSE AT MT. RILEY, AT POTRILLO SIDING, 69 FEET SOUTH OF THE
 CE0316'POTRILLO SIGNBOARD, 50 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK,
 CE0316'44 1/2 FEET NORTHEAST OF MILEPOST 1291, 10 FEET NORTH OF A ROW OF
 CE0316'POLES, 1.0 FOOT NORTH OF A REFERENCE POST, AND RIVETED ON THE TOP OF A
 CE0316'3 1/2-INCH IRON PIPE PROJECTING 1.1 FEET ABOVE THE GROUND. NOTE-- THIS
 CE0316'MARK IS STAMPED 4247 INSTEAD OF 4247 EL. 4246.944 AS STATED IN THE OLD
 CE0316'DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0347 ***********************************************************************
 CE0347  DESIGNATION -  4265
 CE0347  PID         -  CE0347
 CE0347  STATE/COUNTY-  NM/LUNA
 CE0347  USGS QUAD   -  COLUMBUS (1965)
 CE0347
 CE0347                         *CURRENT SURVEY CONTROL
 CE0347  ___________________________________________________________________
 CE0347* NAD 83(1986)-  31 48 07.     (N)    107 42 58.     (W)     SCALED    
 CE0347* NAVD 88     -      1300.64   (+/-2cm)    4267.2    (feet)  VERTCON   
 CE0347  ___________________________________________________________________
 CE0347  GEOID HEIGHT-         -24.89  (meters)                     GEOID03
 CE0347
 CE0347  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CE0347
 CE0347.The horizontal coordinates were scaled from a topographic map and have
 CE0347.an estimated accuracy of +/- 6 seconds.
 CE0347
 CE0347.The NAVD 88 height was computed by applying the VERTCON shift value to
 CE0347.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CE0347.The vertical order pertains to the NGVD 29 superseded value.
 CE0347
 CE0347.The geoid height was determined by GEOID03.
 CE0347
 CE0347;                    North         East    Units  Estimated Accuracy
 CE0347;SPC NM W     -    88,920.      841,100.      MT  (+/- 180 meters Scaled)
 CE0347
 CE0347                          SUPERSEDED SURVEY CONTROL
 CE0347
 CE0347  NGVD 29 (??/??/92) 1300.023  (m)         4265.16   (f) ADJ UNCH    2 0
 CE0347
 CE0347.Superseded values are not recommended for survey control.
 CE0347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0347.See file dsdata.txt to determine how the superseded data were derived.
 CE0347
 CE0347_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RBR428216(NAD 83)
 CE0347_MARKER: DD = SURVEY DISK
 CE0347_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CE0347_SP_SET: CULVERT
 CE0347_STAMPING: 4265
 CE0347_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CE0347
 CE0347  HISTORY     - Date     Condition        Report By
 CE0347  HISTORY     - UNK      MONUMENTED       USGS
 CE0347  HISTORY     - 1953     GOOD             NGS
 CE0347
 CE0347                          STATION DESCRIPTION
 CE0347
 CE0347'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CE0347'4.65 MI SW FROM COLUMBUS.
 CE0347'4.65 MILES SOUTHWEST ALONG THE SOUTHERN PACIFIC RAILWAY FROM THE
 CE0347'STATION AT COLUMBUS, AT CONCRETE CULVERT 1245.47, 9.5 FEET SOUTHEAST
 CE0347'OF THE SOUTHEAST RAIL OF THE TRACK, ABOUT 2.6 FEET LOWER THAN THE
 CE0347'TRACK, AND SET IN THE TOP OF THE NORTHEAST END OF THE SOUTHEAST
 CE0347'HEADWALL OF THE CULVERT.  NOTE-- THIS BENCH MARK IS STAMPED 4265
 CE0347'INSTEAD OF 4265 EL. 4264.797 AS STATED IN THE OLD DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0166 ***********************************************************************
 CY0166  DESIGNATION -  4280.3
 CY0166  PID         -  CY0166
 CY0166  STATE/COUNTY-  NM/HIDALGO
 CY0166  USGS QUAD   -  LORDSBURG (1980)
 CY0166
 CY0166                         *CURRENT SURVEY CONTROL
 CY0166  ___________________________________________________________________
 CY0166* NAD 83(1986)-  32 20 30.     (N)    108 42 16.     (W)     SCALED    
 CY0166* NAVD 88     -      1305.67   (+/-2cm)    4283.7    (feet)  VERTCON   
 CY0166  ___________________________________________________________________
 CY0166  GEOID HEIGHT-         -25.47  (meters)                     GEOID03
 CY0166
 CY0166  VERT ORDER  -  FIRST     CLASS II (See Below)
 CY0166
 CY0166.The horizontal coordinates were scaled from a topographic map and have
 CY0166.an estimated accuracy of +/- 6 seconds.
 CY0166
 CY0166.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0166.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0166.The vertical order pertains to the NGVD 29 superseded value.
 CY0166
 CY0166.The geoid height was determined by GEOID03.
 CY0166
 CY0166;                    North         East    Units  Estimated Accuracy
 CY0166;SPC NM W     -   149,090.      748,000.      MT  (+/- 180 meters Scaled)
 CY0166
 CY0166                          SUPERSEDED SURVEY CONTROL
 CY0166
 CY0166  NGVD 29 (??/??/92) 1304.926  (m)         4281.24   (f) ADJ UNCH    1 2
 CY0166
 CY0166.Superseded values are not recommended for survey control.
 CY0166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0166.See file dsdata.txt to determine how the superseded data were derived.
 CY0166
 CY0166_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYA160806(NAD 83)
 CY0166_MARKER: DD = SURVEY DISK
 CY0166_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CY0166_SP_SET: BLOCK
 CY0166_STAMPING: 4280.3
 CY0166_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CY0166
 CY0166  HISTORY     - Date     Condition        Report By
 CY0166  HISTORY     - UNK      MONUMENTED       USA
 CY0166  HISTORY     - 1953     GOOD             NGS
 CY0166  HISTORY     - 1979     MARK NOT FOUND   NGS
 CY0166
 CY0166                          STATION DESCRIPTION
 CY0166
 CY0166'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CY0166'0.9 MI SE FROM LORDSBURG.
 CY0166'0.15 MILE EAST ALONG U.S. HIGHWAY 80 FROM THE SOUTHERN PACIFIC
 CY0166'RAILROAD STATION AT LORDSBURG, THENCE 0.5 MILE SOUTH ALONG AN OILED
 CY0166'ROAD, THENCE 0.25 MILE EAST ALONG A GRAVELED ROAD, 300 FEET NORTH OF
 CY0166'THE CENTER OF THE ENTRANCE TO THE LORDSBURG AIRPORT, 17 FEET NORTHWEST
 CY0166'OF THE NORTHWEST CORNER OF THE SOUTHWESTERN SUPPLY COMPANY BUILDING,
 CY0166'1.2 FEET NORTHWEST OF A FENCE, 2 FEET NORTHEAST OF A POWER POLE, SET
 CY0166'IN THE TOP OF A 12X14 INCH CONCRETE BLOCK, 1.0 FOOT ABOVE THE GROUND.
 CY0166
 CY0166                          STATION RECOVERY (1979)
 CY0166
 CY0166'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CY0166'SEARCHED FOR BUT NOT RECOVERED ON THIS DATE.  MARK IS BELIEVED
 CY0166'DESTROYED BY CONSTRUCTION OF INTERSTATE 10.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0212 ***********************************************************************
 CY0212  DESIGNATION -  4297
 CY0212  PID         -  CY0212
 CY0212  STATE/COUNTY-  NM/HIDALGO
 CY0212  USGS QUAD   -  MUIR RANCH (1985)
 CY0212
 CY0212                         *CURRENT SURVEY CONTROL
 CY0212  ___________________________________________________________________
 CY0212* NAD 83(1986)-  32 09 08.     (N)    108 31 12.     (W)     SCALED    
 CY0212* NAVD 88     -      1310.49   (+/-2cm)    4299.5    (feet)  VERTCON   
 CY0212  ___________________________________________________________________
 CY0212  GEOID HEIGHT-         -25.30  (meters)                     GEOID03
 CY0212
 CY0212  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CY0212
 CY0212.The horizontal coordinates were scaled from a topographic map and have
 CY0212.an estimated accuracy of +/- 6 seconds.
 CY0212
 CY0212.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0212.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0212.The vertical order pertains to the NGVD 29 superseded value.
 CY0212
 CY0212.The geoid height was determined by GEOID03.
 CY0212
 CY0212;                    North         East    Units  Estimated Accuracy
 CY0212;SPC NM W     -   127,950.      765,230.      MT  (+/- 180 meters Scaled)
 CY0212
 CY0212                          SUPERSEDED SURVEY CONTROL
 CY0212
 CY0212  NGVD 29 (??/??/92) 1309.742  (m)         4297.05   (f) ADJ UNCH    2 0
 CY0212
 CY0212.Superseded values are not recommended for survey control.
 CY0212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0212.See file dsdata.txt to determine how the superseded data were derived.
 CY0212
 CY0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYA338600(NAD 83)
 CY0212_MARKER: P = PIPE CAP
 CY0212_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CY0212_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CY0212_STAMPING: S 5 S 6 S 7 S 8 T 25 SR 16 W 1923
 CY0212_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CY0212
 CY0212  HISTORY     - Date     Condition        Report By
 CY0212  HISTORY     - 1923     MONUMENTED       USGLO
 CY0212  HISTORY     - 1953     GOOD             NGS
 CY0212
 CY0212                          STATION DESCRIPTION
 CY0212
 CY0212'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CY0212'17.7 MI SE FROM LORDSBURG.
 CY0212'0.15 MILE EAST ALONG U. S. HIGHWAY 80 FROM THE SOUTHERN PACIFIC
 CY0212'RAILWAY STATION AT LORDSBURG, THENCE 0.6 MILE SOUTH ALONG AN ASPHALT
 CY0212'ROAD, THENCE 16.95 MILES SOUTHEAST ALONG A TRAIL ROAD, 300 YARDS
 CY0212'(PACED) SOUTHWEST OF A PROMINENT RIDGE, 217 FEET NORTHEAST OF THE
 CY0212'CENTER LINE OF THE OLD ABANDONED SOUTHERN PACIFIC RAILWAY GRADE, 104
 CY0212'FEET NORTHEAST OF THE CENTER LINE OF THE TRAIL ROAD, 3.0 FEET
 CY0212'SOUTHEAST OF A WITNESS POST, ABOUT LEVEL WITH THE TRAIL ROAD, AND
 CY0212'RIVETED ON TOP OF A 2 1/2 INCH IRON PIPE PROJECTING 0.8 FOOT ABOVE THE
 CY0212'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0918 ***********************************************************************
 CX0918  DESIGNATION -  4299.1
 CX0918  PID         -  CX0918
 CX0918  STATE/COUNTY-  NM/SIERRA
 CX0918  USGS QUAD   -  CABALLO (1980)
 CX0918
 CX0918                         *CURRENT SURVEY CONTROL
 CX0918  ___________________________________________________________________
 CX0918* NAD 83(1986)-  32 56 55.     (N)    107 18 43.     (W)     SCALED    
 CX0918* NAVD 88     -      1311.026  (meters)    4301.26   (feet)  ADJUSTED  
 CX0918  ___________________________________________________________________
 CX0918  GEOID HEIGHT-         -23.58  (meters)                     GEOID03
 CX0918  DYNAMIC HT  -        1309.081 (meters)    4294.88  (feet)  COMP
 CX0918  MODELED GRAV-     979,109.0   (mgal)                       NAVD 88
 CX0918
 CX0918  VERT ORDER  -  FIRST     CLASS II
 CX0918
 CX0918.The horizontal coordinates were scaled from a topographic map and have
 CX0918.an estimated accuracy of +/- 6 seconds.
 CX0918
 CX0918.The orthometric height was determined by differential leveling
 CX0918.and adjusted by the National Geodetic Survey in June 1991..
 CX0918
 CX0918.The geoid height was determined by GEOID03.
 CX0918
 CX0918.The dynamic height is computed by dividing the NAVD 88
 CX0918.geopotential number by the normal gravity value computed on the
 CX0918.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0918.degrees latitude (g = 980.6199 gals.).
 CX0918
 CX0918.The modeled gravity was interpolated from observed gravity values.
 CX0918
 CX0918;                    North         East    Units  Estimated Accuracy
 CX0918;SPC NM W     -   216,180.      878,750.      MT  (+/- 180 meters Scaled)
 CX0918
 CX0918                          SUPERSEDED SURVEY CONTROL
 CX0918
 CX0918.No superseded survey control is available for this station.
 CX0918
 CX0918_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBS838479(NAD 83)
 CX0918_MARKER: DB = BENCH MARK DISK
 CX0918_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX0918_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CX0918_PROJECTION: PROJECTING 13 CENTIMETERS
 CX0918_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX0918+STABILITY: SURFACE MOTION
 CX0918
 CX0918  HISTORY     - Date     Condition        Report By
 CX0918  HISTORY     - UNK      MONUMENTED       NMGS
 CX0918  HISTORY     - 1953     GOOD             NGS
 CX0918  HISTORY     - 1980     GOOD             NGS
 CX0918
 CX0918                          STATION DESCRIPTION
 CX0918
 CX0918'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CX0918'13.9 MI S FROM HOT SPRINGS.
 CX0918'13.9 MILES SOUTH ALONG U.S. HIGHWAY 85 FROM THE NORTHWEST ENTRANCE TO
 CX0918'THE CARRIE TINGLE CHILDRENS HOSPITAL AT HOT SPRINGS, 0.3 MILE SOUTH OF
 CX0918'THE JUNCTION WITH NEW MEXICO STATE HIGHWAY 180 LEADING WEST , 0.35
 CX0918'MILE NORTH OF A BRIDGE, 0.15 MILE NORTH OF THE NORTH END OF A CUT,
 CX0918'56.6 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 5.5 FEET EAST OF THE
 CX0918'EAST RIGHT-OF-WAY FENCE, 1.0 FOOT EAST OF A REFERENCE POST, ABOUT 4
 CX0918'FEET HIGHER THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 CX0918'PROJCETING 0.7 FOOT ABOVE THE GROUND.
 CX0918
 CX0918                          STATION RECOVERY (1980)
 CX0918
 CX0918'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CX0918'2.6 KILOMETERS (1.6 MILES) SOUTH ALONG U.S. HIGHWAY 85 FROM THE
 CX0918'POST OFFICE IN CABALLO, 0.5 KILOMETER (0.3 MILE) SOUTH OF THE
 CX0918'JUNCTION OF STATE HIGHWAY 90 AND U.S. HIGHWAY 85, 17.5 METERS
 CX0918'(57.4 FEET) EAST OF THE CENTER LINE OF THE HIGHWAY, 1.6 METERS
 CX0918'(5.2 FEET) EAST OF A BARBED WIRE FENCE AND 21.9 METERS (72.0 FEET)
 CX0918'NORTH OF A TELEPHONE POLE.
 CX0918'THE MARK IS 2.4 METERS  E FROM A WITNESS POST.
 CX0918'THE MARK IS 1.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS1300 ***********************************************************************
 DS1300  DESIGNATION -  43
 DS1300  PID         -  DS1300
 DS1300  STATE/COUNTY-  NM/SOCORRO
 DS1300  USGS QUAD   -  SAN MARCIAL (1982)
 DS1300
 DS1300                         *CURRENT SURVEY CONTROL
 DS1300  ___________________________________________________________________
 DS1300* NAD 83(1992)-  33 41 07.70380(N)    106 53 14.88628(W)     ADJUSTED  
 DS1300* NAVD 88     -      1542.     (meters)    5059.     (feet)  VERTCON   
 DS1300  ___________________________________________________________________
 DS1300  LAPLACE CORR-           2.53  (seconds)                    DEFLEC99
 DS1300  GEOID HEIGHT-         -22.57  (meters)                     GEOID03
 DS1300
 DS1300  HORZ ORDER  -  SECOND
 DS1300
 DS1300.The horizontal coordinates were established by classical geodetic methods
 DS1300.and adjusted by the National Geodetic Survey in December 1993..
 DS1300
 DS1300.The NAVD 88 height was computed by applying the VERTCON shift value to
 DS1300.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DS1300
 DS1300.The Laplace correction was computed from DEFLEC99 derived deflections.
 DS1300
 DS1300.The geoid height was determined by GEOID03.
 DS1300
 DS1300;                    North         East     Units Scale Factor Converg.
 DS1300;SPC NM C     -   297,952.538   440,896.888   MT  0.99994305   -0 21 12.9
 DS1300;SPC NM C     -   977,532.62  1,446,509.21   sFT  0.99994305   -0 21 12.9
 DS1300;UTM  13      - 3,728,881.429   325,044.319   MT  0.99997737   -1 02 49.6
 DS1300
 DS1300!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS1300!SPC NM C     -   0.99976157  x   0.99994305  =   0.99970464
 DS1300!UTM  13      -   0.99976157  x   0.99997737  =   0.99973895
 DS1300
 DS1300                          SUPERSEDED SURVEY CONTROL
 DS1300
 DS1300  NAD 83(1986)-  33 41 07.71130(N)    106 53 14.88876(W) AD(       ) 2
 DS1300  NAD 27      -  33 41 07.47817(N)    106 53 12.79758(W) AD(       ) 2
 DS1300  NGVD 29 (07/19/86) 1541.     (m)         5056.     (f) VERT ANG       
 DS1300
 DS1300.Superseded values are not recommended for survey control.
 DS1300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS1300.See file dsdata.txt to determine how the superseded data were derived.
 DS1300
 DS1300_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT2504428881(NAD 83)
 DS1300_MARKER: DD = SURVEY DISK
 DS1300_SETTING: 80 = SET IN A BOULDER
 DS1300_SP_SET: SET IN DRILL HOLE IN A BOULDER
 DS1300_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS1300+STABILITY: SURFACE MOTION
 DS1300
 DS1300  HISTORY     - Date     Condition        Report By
 DS1300  HISTORY     - 1954     MONUMENTED       USDA
 DS1300
 DS1300                          STATION DESCRIPTION
 DS1300
 DS1300'DESCRIBED BY US DEPARTMENT OF AGRICULTURE 1954 (WRH)
 DS1300'THE MARK IS A U.S. DEPARTMENT OF AGRICULTURE, BIOLOGICAL
 DS1300'SURVEY DISK STAMPED 43 SW COR BDA G S19 T7S R1E S6 1936
 DS1300'CEMENTED IN A DRILL HOLE IN AN OUTCROPPING BOULDER PROJECTING
 DS1300'2 FEET FROM THE GROUND.  IT IS 15-1/2 MILES SOUTH AND 1-1/2
 DS1300'MILES WEST OF SAN ANTONIO AND ABOUT 2-1/2 MILES EAST AND 1-1/2
 DS1300'MILES SOUTH OF THE VILLAGE OF VAL VERDE ON A PROMINENT,
 DS1300'ROUND-TOPPED, HILL KNOWN LOCALLY AS LITTLE PASQUALE.  IT IS
 DS1300'8.360 METERS, 27.429 FEET FROM TRIANGULATION STATION PASQUALE
 DS1300'AT A THREE WAY FENCE CORNER, N 53 DEG 16 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0093 ***********************************************************************
 CY0093  DESIGNATION -  43 C
 CY0093  PID         -  CY0093
 CY0093  STATE/COUNTY-  NM/GRANT
 CY0093  USGS QUAD   -  SEPAR (1980)
 CY0093
 CY0093                         *CURRENT SURVEY CONTROL
 CY0093  ___________________________________________________________________
 CY0093* NAD 83(1986)-  32 13 17.     (N)    108 27 31.     (W)     SCALED    
 CY0093* NAVD 88     -      1362.968  (meters)    4471.67   (feet)  ADJUSTED  
 CY0093  ___________________________________________________________________
 CY0093  GEOID HEIGHT-         -25.13  (meters)                     GEOID03
 CY0093  DYNAMIC HT  -        1360.899 (meters)    4464.88  (feet)  COMP
 CY0093  MODELED GRAV-     979,073.8   (mgal)                       NAVD 88
 CY0093
 CY0093  VERT ORDER  -  FIRST     CLASS II
 CY0093
 CY0093.The horizontal coordinates were scaled from a topographic map and have
 CY0093.an estimated accuracy of +/- 6 seconds.
 CY0093
 CY0093.The orthometric height was determined by differential leveling
 CY0093.and adjusted by the National Geodetic Survey in June 1991..
 CY0093
 CY0093.The geoid height was determined by GEOID03.
 CY0093
 CY0093.The dynamic height is computed by dividing the NAVD 88
 CY0093.geopotential number by the normal gravity value computed on the
 CY0093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0093.degrees latitude (g = 980.6199 gals.).
 CY0093
 CY0093.The modeled gravity was interpolated from observed gravity values.
 CY0093
 CY0093;                    North         East    Units  Estimated Accuracy
 CY0093;SPC NM W     -   135,590.      771,060.      MT  (+/- 180 meters Scaled)
 CY0093
 CY0093                          SUPERSEDED SURVEY CONTROL
 CY0093
 CY0093  NGVD 29 (??/??/92) 1362.207  (m)         4469.17   (f) ADJ UNCH    1 2
 CY0093
 CY0093.Superseded values are not recommended for survey control.
 CY0093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0093.See file dsdata.txt to determine how the superseded data were derived.
 CY0093
 CY0093_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYA395678(NAD 83)
 CY0093_MARKER: P = PIPE CAP
 CY0093_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CY0093_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CY0093_STAMPING: 43 C
 CY0093_PROJECTION: PROJECTING 32 CENTIMETERS
 CY0093_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CY0093
 CY0093  HISTORY     - Date     Condition        Report By
 CY0093  HISTORY     - UNK      MONUMENTED       USGS
 CY0093  HISTORY     - 1953     GOOD             NGS
 CY0093  HISTORY     - 1979     GOOD             NGS
 CY0093
 CY0093                          STATION DESCRIPTION
 CY0093
 CY0093'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CY0093'16.85 MI SE FROM LORDSBURG.
 CY0093'16.85 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 CY0093'STATION AT LORDSBURG, 12 1/2 POLES SOUTHEAST OF MILEPOST 1165, 99 FEET
 CY0093'SOUTHWEST OF THE SOUTHWEST RAIL, 3 FEET NORTHWEST OF A WITNESS POST,
 CY0093'RIVETED ON THE TOP OF A 3 1/2 INCH IRON PIPE WHICH PROJECTS 1.0 FOOT
 CY0093'ABOVE THE GROUND.
 CY0093
 CY0093                          STATION RECOVERY (1979)
 CY0093
 CY0093'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CY0093'27.5 KILOMETERS (17.1 MILES) SOUTHEAST ALONG THE SOUTHERN PACIFIC
 CY0093'RAILROAD FROM THE STATION AT LORDSBURG, 31.6 METERS (104 FEET)
 CY0093'SOUTHWEST OF THE SOUTHWEST RAIL, 43 METERS (141 FEET) WEST OF A
 CY0093'TELEPHONE POLE, 35.0 METERS (115 FEET) SOUTH OF A TELEPHONE POLE AND
 CY0093'27.4 METERS (90 FEET) NORTHWEST OF THE NORTHWEST RIGHT-OF-WAY FENCE
 CY0093'FOR INTERSTATE 10.
 CY0093'THE MARK IS 0.6 METERS  SE FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1130 ***********************************************************************
 CX1130  DESIGNATION -  43 C
 CX1130  PID         -  CX1130
 CX1130  STATE/COUNTY-  NM/SIERRA
 CX1130  USGS QUAD   -  LAKE VALLEY (1989)
 CX1130
 CX1130                         *CURRENT SURVEY CONTROL
 CX1130  ___________________________________________________________________
 CX1130* NAD 83(1986)-  32 44 03.     (N)    107 34 12.     (W)     SCALED    
 CX1130* NAVD 88     -      1658.038  (meters)    5439.75   (feet)  ADJUSTED  
 CX1130  ___________________________________________________________________
 CX1130  GEOID HEIGHT-         -23.46  (meters)                     GEOID03
 CX1130  DYNAMIC HT  -        1655.511 (meters)    5431.46  (feet)  COMP
 CX1130  MODELED GRAV-     979,055.2   (mgal)                       NAVD 88
 CX1130
 CX1130  VERT ORDER  -  SECOND    CLASS 0
 CX1130
 CX1130.The horizontal coordinates were scaled from a topographic map and have
 CX1130.an estimated accuracy of +/- 6 seconds.
 CX1130
 CX1130.The orthometric height was determined by differential leveling
 CX1130.and adjusted by the National Geodetic Survey in June 1991..
 CX1130
 CX1130.The geoid height was determined by GEOID03.
 CX1130
 CX1130.The dynamic height is computed by dividing the NAVD 88
 CX1130.geopotential number by the normal gravity value computed on the
 CX1130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX1130.degrees latitude (g = 980.6199 gals.).
 CX1130
 CX1130.The modeled gravity was interpolated from observed gravity values.
 CX1130
 CX1130;                    North         East    Units  Estimated Accuracy
 CX1130;SPC NM W     -   192,310.      854,680.      MT  (+/- 180 meters Scaled)
 CX1130
 CX1130                          SUPERSEDED SURVEY CONTROL
 CX1130
 CX1130  NGVD 29 (??/??/92) 1657.280  (m)         5437.26   (f) ADJ UNCH    2 0
 CX1130
 CX1130.Superseded values are not recommended for survey control.
 CX1130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1130.See file dsdata.txt to determine how the superseded data were derived.
 CX1130
 CX1130_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBS591247(NAD 83)
 CX1130_MARKER: DD = SURVEY DISK
 CX1130_SETTING: 66 = SET IN ROCK OUTCROP
 CX1130_SP_SET: OUTCROP
 CX1130_STAMPING: 5438 43 C 1934
 CX1130_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CX1130+STABILITY: POSITION/ELEVATION WELL
 CX1130
 CX1130  HISTORY     - Date     Condition        Report By
 CX1130  HISTORY     - 1934     MONUMENTED       USGS
 CX1130  HISTORY     - 1953     GOOD             NGS
 CX1130
 CX1130                          STATION DESCRIPTION
 CX1130
 CX1130'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CX1130'1.8 MI N FROM LAKE VALLEY.
 CX1130'1.8 MILES NORTH ALONG NEW MEXICO STATE HIGHWAY 27 FROM A VACANT STONE
 CX1130'CONOCO SERVICE STATION AT LAKE VALLEY, 0.55 MILE NORTH OF A STEEL
 CX1130'CATTLE GUARD, ON THE NORTH SLOPE OF A HILL, 38 FEET WEST OF THE CENTER
 CX1130'LINE OF THE HIGHWAY, 18.5 FEET NORTHWEST OF THE NORTHWEST END OF A
 CX1130'STONE HEADWALL DIRECTING WATER FROM A WASH TO A STEEL CORRUGATED
 CX1130'CULVERT, 19 FEET NORTHWEST OF A REFERENCE POST, AND SET IN THE TOP OF
 CX1130'A SANDSTONE OUTCROP PROJECTING 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0214 ***********************************************************************
 CY0214  DESIGNATION -  4307
 CY0214  PID         -  CY0214
 CY0214  STATE/COUNTY-  NM/HIDALGO
 CY0214  USGS QUAD   -  MUIR RANCH (1985)
 CY0214
 CY0214                         *CURRENT SURVEY CONTROL
 CY0214  ___________________________________________________________________
 CY0214* NAD 83(1986)-  32 08 16.     (N)    108 30 11.     (W)     SCALED    
 CY0214* NAVD 88     -      1313.63   (+/-2cm)    4309.8    (feet)  VERTCON   
 CY0214  ___________________________________________________________________
 CY0214  GEOID HEIGHT-         -25.27  (meters)                     GEOID03
 CY0214
 CY0214  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CY0214
 CY0214.The horizontal coordinates were scaled from a topographic map and have
 CY0214.an estimated accuracy of +/- 6 seconds.
 CY0214
 CY0214.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0214.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0214.The vertical order pertains to the NGVD 29 superseded value.
 CY0214
 CY0214.The geoid height was determined by GEOID03.
 CY0214
 CY0214;                    North         East    Units  Estimated Accuracy
 CY0214;SPC NM W     -   126,340.      766,820.      MT  (+/- 180 meters Scaled)
 CY0214
 CY0214                          SUPERSEDED SURVEY CONTROL
 CY0214
 CY0214  NGVD 29 (??/??/92) 1312.880  (m)         4307.34   (f) ADJ UNCH    2 0
 CY0214
 CY0214.Superseded values are not recommended for survey control.
 CY0214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0214.See file dsdata.txt to determine how the superseded data were derived.
 CY0214
 CY0214_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYA355584(NAD 83)
 CY0214_MARKER: P = PIPE CAP
 CY0214_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CY0214_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CY0214_STAMPING: S 8 S 9 S 16 S 17 T 25 SR 16 W 1923
 CY0214_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CY0214
 CY0214  HISTORY     - Date     Condition        Report By
 CY0214  HISTORY     - 1923     MONUMENTED       USGLO
 CY0214  HISTORY     - 1953     GOOD             NGS
 CY0214
 CY0214                          STATION DESCRIPTION
 CY0214
 CY0214'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CY0214'19.3 MI NW FROM HACHITA.
 CY0214'3.0 MILES NORTHWEST ALONG NEW MEXICO STATE HIGHWAY 81 FROM THE
 CY0214'SOUTHERN PACIFIC RAILWAY STATION AT HACHITA, THENCE 16.3 MILES
 CY0214'NORTHWEST ALONG THE ABANDONED SOUTHERN PACIFIC RAILWAY GRADE, 100
 CY0214'YARDS (PACED) NORTHEAST OF THE RAILWAY GRADE, 18 FEET SOUTH OF THE
 CY0214'CENTER LINE OF A TRAIL ROAD LEADING EAST, 1.0 FOOT NORTHWEST OF A
 CY0214'FENCE CORNER, 3.0 FEET SOUTH OF A WITNESS POST, ABOUT LEVEL WITH THE
 CY0214'TRAIL ROAD, AND RIVETED ON TOP OF A 2-INCH IRON PIPE PROJECTING 0.7
 CY0214'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CF0062 ***********************************************************************
 CF0062  DESIGNATION -  4311
 CF0062  PID         -  CF0062
 CF0062  STATE/COUNTY-  NM/HIDALGO
 CF0062  USGS QUAD   -  PLAYAS LAKE NORTH (1982)
 CF0062
 CF0062                         *CURRENT SURVEY CONTROL
 CF0062  ___________________________________________________________________
 CF0062* NAD 83(1986)-  31 58 16.     (N)    108 36 32.     (W)     SCALED    
 CF0062* NAVD 88     -      1314.69   (+/-2cm)    4313.3    (feet)  VERTCON   
 CF0062  ___________________________________________________________________
 CF0062  GEOID HEIGHT-         -25.56  (meters)                     GEOID03
 CF0062
 CF0062  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CF0062
 CF0062.The horizontal coordinates were scaled from a topographic map and have
 CF0062.an estimated accuracy of +/- 6 seconds.
 CF0062
 CF0062.The NAVD 88 height was computed by applying the VERTCON shift value to
 CF0062.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CF0062.The vertical order pertains to the NGVD 29 superseded value.
 CF0062
 CF0062.The geoid height was determined by GEOID03.
 CF0062
 CF0062;                    North         East    Units  Estimated Accuracy
 CF0062;SPC NM W     -   107,930.      756,700.      MT  (+/- 180 meters Scaled)
 CF0062
 CF0062                          SUPERSEDED SURVEY CONTROL
 CF0062
 CF0062  NGVD 29 (??/??/92) 1313.920  (m)         4310.75   (f) ADJ UNCH    2 0
 CF0062
 CF0062.Superseded values are not recommended for survey control.
 CF0062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0062.See file dsdata.txt to determine how the superseded data were derived.
 CF0062
 CF0062_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RYA259397(NAD 83)
 CF0062_MARKER: P = PIPE CAP
 CF0062_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CF0062_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CF0062_STAMPING: 4311
 CF0062_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CF0062
 CF0062  HISTORY     - Date     Condition        Report By
 CF0062  HISTORY     - UNK      MONUMENTED       USGS
 CF0062  HISTORY     - 1953     MARK NOT FOUND   NGS
 CF0062
 CF0062                          STATION DESCRIPTION
 CF0062
 CF0062'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CF0062'12.3 MI E FROM ANIMAS.
 CF0062'12.3 MILES EAST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 CF0062'STATION AT ANIMAS, HIDALGO COUNTY, ABOUT 0.2 MILE EAST OF THE STATION
 CF0062'SIGN AT PLAYAS, ABOUT 30 YARDS SOUTH OF THE CENTER LINE OF THE TRACK,
 CF0062'AND 4 FEET EAST OF THE NORTHEAST CORNER OF THE SECTION-FOREMAN HOUSE.
 CF0062'A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 4311 AND
 CF0062'RIVETED ON THE TOP OF A 3 1/2-INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0911 ***********************************************************************
 DS0911  DESIGNATION -  4318.5
 DS0911  PID         -  DS0911
 DS0911  STATE/COUNTY-  NM/SIERRA
 DS0911  USGS QUAD   -  WILLIAMSBURG (1980)
 DS0911
 DS0911                         *CURRENT SURVEY CONTROL
 DS0911  ___________________________________________________________________
 DS0911* NAD 83(1986)-  33 02 43.     (N)    107 18 00.     (W)     SCALED    
 DS0911* NAVD 88     -      1316.959  (meters)    4320.72   (feet)  ADJUSTED  
 DS0911  ___________________________________________________________________
 DS0911  GEOID HEIGHT-         -23.50  (meters)                     GEOID03
 DS0911  DYNAMIC HT  -        1315.012 (meters)    4314.34  (feet)  COMP
 DS0911  MODELED GRAV-     979,114.1   (mgal)                       NAVD 88
 DS0911
 DS0911  VERT ORDER  -  FIRST     CLASS II
 DS0911
 DS0911.The horizontal coordinates were scaled from a topographic map and have
 DS0911.an estimated accuracy of +/- 6 seconds.
 DS0911
 DS0911.The orthometric height was determined by differential leveling
 DS0911.and adjusted by the National Geodetic Survey in June 1991..
 DS0911.WARNING-Repeat measurements at this control monument indicate possible
 DS0911.vertical movement.
 DS0911
 DS0911.The geoid height was determined by GEOID03.
 DS0911
 DS0911.The dynamic height is computed by dividing the NAVD 88
 DS0911.geopotential number by the normal gravity value computed on the
 DS0911.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0911.degrees latitude (g = 980.6199 gals.).
 DS0911
 DS0911.The modeled gravity was interpolated from observed gravity values.
 DS0911
 DS0911;                    North         East    Units  Estimated Accuracy
 DS0911;SPC NM W     -   226,900.      879,810.      MT  (+/- 180 meters Scaled)
 DS0911
 DS0911                          SUPERSEDED SURVEY CONTROL
 DS0911
 DS0911.No superseded survey control is available for this station.
 DS0911
 DS0911_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBS852586(NAD 83)
 DS0911_MARKER: DB = BENCH MARK DISK
 DS0911_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0911_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0911_PROJECTION: PROJECTING 20 CENTIMETERS
 DS0911_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0911+STABILITY: SURFACE MOTION
 DS0911
 DS0911  HISTORY     - Date     Condition        Report By
 DS0911  HISTORY     - UNK      MONUMENTED       NMGS
 DS0911  HISTORY     - 1953     GOOD             NGS
 DS0911  HISTORY     - 1980     GOOD             NGS
 DS0911
 DS0911                          STATION DESCRIPTION
 DS0911
 DS0911'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 DS0911'6.75 MI S FROM HOT SPRINGS.
 DS0911'6.75 MILES SOUTH ALONG U. S. HIGHWAY 85 FROM THE NORTHWEST ENTRANCE TO
 DS0911'THE CARRIE TINGLE CHILDRENS HOSPITAL AT HOT SPRINGS, 1.1 MILES SOUTH
 DS0911'OF A STEEL BRIDGE, AT THE TOP OF A CUT, 75.8 FEET EAST OF THE CENTER
 DS0911'LINE OF THE HIGHWAY, 50 FEET NORTH OF RIGHT-OF-WAY MARKER 368 + 48, 29
 DS0911'FEET SOUTH OF A TELEPHONE POLE, 1.5 FEET EAST OF A REFERENCE POST, AND
 DS0911'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.7 FOOT ABOVE THE
 DS0911'GROUND.  NOTE-- HOT SPRINGS N.M. HAS BEEN RENAMED TRUTH OR
 DS0911'CONSEQUENCES N.M.
 DS0911
 DS0911                          STATION RECOVERY (1980)
 DS0911
 DS0911'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DS0911'9.6 KILOMETERS (6.0 MILES) NORTH AND NORTHEAST ALONG U.S. HIGHWAY
 DS0911'85 FROM THE POST OFFICE IN CABALLO, AT HIGHWAY MILE POST 69, 27.4
 DS0911'METERS (90.0 FEET) SOUTHEAST OF THE MILE POST, 23.1 METERS (75.8
 DS0911'FEET) EAST OF THE CENTER LINE OF THE HIGHWAY, 15.2 METERS (50.0
 DS0911'FEET) NORTH OF RIGHT OF WAY MARKER NUMBER 368+48.29, 8.8 METERS
 DS0911'(29.0 FEET) SOUTH OF A TELEPHONE POLE AND 0.2 METER (0.8 FEET)
 DS0911'EAST OF A RIGHT OF WAY FENCE.
 DS0911'THE MARK IS 0.5 METERS  S FROM A WITNESS POST.
 DS0911'THE MARK IS 4.6 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0337 ***********************************************************************
 CE0337  DESIGNATION -  4326
 CE0337  PID         -  CE0337
 CE0337  STATE/COUNTY-  NM/LUNA
 CE0337  USGS QUAD   -  HERMANAS (1964)
 CE0337
 CE0337                         *CURRENT SURVEY CONTROL
 CE0337  ___________________________________________________________________
 CE0337* NAD 83(1986)-  31 50 09.     (N)    107 54 17.     (W)     SCALED    
 CE0337* NAVD 88     -      1319.13   (+/-2cm)    4327.8    (feet)  VERTCON   
 CE0337  ___________________________________________________________________
 CE0337  GEOID HEIGHT-         -25.00  (meters)                     GEOID03
 CE0337
 CE0337  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CE0337
 CE0337.The horizontal coordinates were scaled from a topographic map and have
 CE0337.an estimated accuracy of +/- 6 seconds.
 CE0337
 CE0337.The NAVD 88 height was computed by applying the VERTCON shift value to
 CE0337.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CE0337.The vertical order pertains to the NGVD 29 superseded value.
 CE0337
 CE0337.The geoid height was determined by GEOID03.
 CE0337
 CE0337;                    North         East    Units  Estimated Accuracy
 CE0337;SPC NM W     -    92,670.      823,240.      MT  (+/- 180 meters Scaled)
 CE0337
 CE0337                          SUPERSEDED SURVEY CONTROL
 CE0337
 CE0337  NGVD 29 (??/??/92) 1318.444  (m)         4325.60   (f) ADJ UNCH    2 0
 CE0337
 CE0337.Superseded values are not recommended for survey control.
 CE0337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0337.See file dsdata.txt to determine how the superseded data were derived.
 CE0337
 CE0337_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RBR250259(NAD 83)
 CE0337_MARKER: P = PIPE CAP
 CE0337_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CE0337_SP_SET: IRON PIPE
 CE0337_STAMPING: 4326
 CE0337_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CE0337
 CE0337  HISTORY     - Date     Condition        Report By
 CE0337  HISTORY     - UNK      MONUMENTED       USGS
 CE0337  HISTORY     - 1953     GOOD             NGS
 CE0337
 CE0337                          STATION DESCRIPTION
 CE0337
 CE0337'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CE0337'3.0 MI E FROM HERMANAS.
 CE0337'3.0 MILES EAST ALONG THE SOUTHERN PACIFIC RAILWAY FROM THE STATION AT
 CE0337'HERMANAS, 3 1/2 POLES WEST OF MILEPOST 1234, 75 FEET NORTH OF NEW
 CE0337'MEXICO STATE HIGHWAY 9, 50 FEET SOUTH OF THE SOUTH RAIL OF THE TRACK,
 CE0337'48 FEET NORTH OF THE SOUTH RIGHT-OF-WAY FENCE, 1 FOOT SOUTH OF A ROW
 CE0337'OF POLES, AND RIVETED ON THE TOP OF A 3 1/2 INCH IRON PIPE PROJECTING
 CE0337'1.6 FEET ABOVE THE GROUND.  NOTE-- THIS MARK IS STAMPED 4326 INSTEAD
 CE0337'OF 4326 EL. 4325+509 AS STATED IN THE OLD DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CF0043 ***********************************************************************
 CF0043  DESIGNATION -  4341
 CF0043  PID         -  CF0043
 CF0043  STATE/COUNTY-  NM/HIDALGO
 CF0043  USGS QUAD   -  ANTELOPE PASS (1982)
 CF0043
 CF0043                         *CURRENT SURVEY CONTROL
 CF0043  ___________________________________________________________________
 CF0043* NAD 83(1986)-  31 56 07.     (N)    108 56 27.     (W)     SCALED    
 CF0043* NAVD 88     -      1323.71   (+/-2cm)    4342.9    (feet)  VERTCON   
 CF0043  ___________________________________________________________________
 CF0043  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 CF0043
 CF0043  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CF0043
 CF0043.The horizontal coordinates were scaled from a topographic map and have
 CF0043.an estimated accuracy of +/- 6 seconds.
 CF0043
 CF0043.The NAVD 88 height was computed by applying the VERTCON shift value to
 CF0043.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CF0043.The vertical order pertains to the NGVD 29 superseded value.
 CF0043
 CF0043.The geoid height was determined by GEOID03.
 CF0043
 CF0043;                    North         East    Units  Estimated Accuracy
 CF0043;SPC NM W     -   104,230.      725,280.      MT  (+/- 180 meters Scaled)
 CF0043
 CF0043                          SUPERSEDED SURVEY CONTROL
 CF0043
 CF0043  NGVD 29 (??/??/92) 1322.914  (m)         4340.26   (f) ADJ UNCH    2 0
 CF0043
 CF0043.Superseded values are not recommended for survey control.
 CF0043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0043.See file dsdata.txt to determine how the superseded data were derived.
 CF0043
 CF0043_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXA946351(NAD 83)
 CF0043_MARKER: P = PIPE CAP
 CF0043_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CF0043_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CF0043_STAMPING: 4341
 CF0043_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CF0043
 CF0043  HISTORY     - Date     Condition        Report By
 CF0043  HISTORY     - UNK      MONUMENTED       USGS
 CF0043  HISTORY     - 1953     GOOD             NGS
 CF0043
 CF0043                          STATION DESCRIPTION
 CF0043
 CF0043'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CF0043'9.2 MI NE FROM RODEO.
 CF0043'9.2 MILES NORTHEAST ALONG THE SOUTHERN PACIFIC RAILWAY FROM THE
 CF0043'STATION AT RODEO, 3 1/4 POLES WEST OF MILEPOST 1168, 14 FEET SOUTH OF
 CF0043'THE SOUTH RAIL OF THE TRACK, 3.0 FEET EAST OF A WITNESS POST, ABOUT 1
 CF0043'FOOT LOWER THAN THE TRACK, AND RIVETED ON THE TOP OF A 3 1/2-INCH IRON
 CF0043'PIPE PROJECTING 1.3 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0344 ***********************************************************************
 CE0344  DESIGNATION -  4348
 CE0344  PID         -  CE0344
 CE0344  STATE/COUNTY-  NM/LUNA
 CE0344  USGS QUAD   -  MALPAIS HILL (1965)
 CE0344
 CE0344                         *CURRENT SURVEY CONTROL
 CE0344  ___________________________________________________________________
 CE0344* NAD 83(1986)-  31 48 04.     (N)    107 45 14.     (W)     SCALED    
 CE0344* NAVD 88     -      1325.91   (+/-2cm)    4350.1    (feet)  VERTCON   
 CE0344  ___________________________________________________________________
 CE0344  GEOID HEIGHT-         -24.93  (meters)                     GEOID03
 CE0344
 CE0344  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CE0344
 CE0344.The horizontal coordinates were scaled from a topographic map and have
 CE0344.an estimated accuracy of +/- 6 seconds.
 CE0344
 CE0344.The NAVD 88 height was computed by applying the VERTCON shift value to
 CE0344.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CE0344.The vertical order pertains to the NGVD 29 superseded value.
 CE0344
 CE0344.The geoid height was determined by GEOID03.
 CE0344
 CE0344;                    North         East    Units  Estimated Accuracy
 CE0344;SPC NM W     -    88,820.      837,520.      MT  (+/- 180 meters Scaled)
 CE0344
 CE0344                          SUPERSEDED SURVEY CONTROL
 CE0344
 CE0344  NGVD 29 (??/??/92) 1325.269  (m)         4347.99   (f) ADJ UNCH    2 0
 CE0344
 CE0344.Superseded values are not recommended for survey control.
 CE0344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0344.See file dsdata.txt to determine how the superseded data were derived.
 CE0344
 CE0344_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RBR392216(NAD 83)
 CE0344_MARKER: P = PIPE CAP
 CE0344_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CE0344_SP_SET: IRON PIPE
 CE0344_STAMPING: 4348
 CE0344_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CE0344
 CE0344  HISTORY     - Date     Condition        Report By
 CE0344  HISTORY     - UNK      MONUMENTED       USGS
 CE0344  HISTORY     - 1953     GOOD             NGS
 CE0344
 CE0344                          STATION DESCRIPTION
 CE0344
 CE0344'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CE0344'7.0 MI W FROM COLUMBUS.
 CE0344'7.0 MILES SOUTHWEST ALONG THE SOUTHERN PACIFIC RAILWAY FROM THE
 CE0344'STATION AT COLUMBUS, AT THE ONYX SIDING, 4 POLES EAST OF MILEPOST
 CE0344'1243, 71 FEET NORTHWEST OF THE SECTION FOREMANS HOUSE, 51.4 FEET SOUTH
 CE0344'OF THE SOUTH RAIL OF THE MAIN TRACK, 5.3 FEET NORTH NORTHEAST OF A
 CE0344'TELEGRAPH POLE, 3.5 FEET NORTHWEST OF THE NORTHWEST EDGE OF A CONCRETE
 CE0344'CISTERN, AND RIVETED ON THE TOP OF A 3 1/2-INCH IRON PIPE WHICH HAS
 CE0344'CONCRETE POURED AROUND THE TOP OF IT AND SET FLUSH WITH THE GROUND.
 CE0344'NOTE-- THIS BENCH MARK IS STAMPED 4348 INSTEAD FO 4348 EL. 4347.841 AS
 CE0344'STATED IN THE OLD DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CF0047 ***********************************************************************
 CF0047  DESIGNATION -  4397
 CF0047  PID         -  CF0047
 CF0047  STATE/COUNTY-  NM/HIDALGO
 CF0047  USGS QUAD   -  ANIMAS (1982)
 CF0047
 CF0047                         *CURRENT SURVEY CONTROL
 CF0047  ___________________________________________________________________
 CF0047* NAD 83(1986)-  31 56 34.     (N)    108 51 23.     (W)     SCALED    
 CF0047* NAVD 88     -      1340.86   (+/-2cm)    4399.1    (feet)  VERTCON   
 CF0047  ___________________________________________________________________
 CF0047  GEOID HEIGHT-         -26.02  (meters)                     GEOID03
 CF0047
 CF0047  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CF0047
 CF0047.The horizontal coordinates were scaled from a topographic map and have
 CF0047.an estimated accuracy of +/- 6 seconds.
 CF0047
 CF0047.The NAVD 88 height was computed by applying the VERTCON shift value to
 CF0047.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CF0047.The vertical order pertains to the NGVD 29 superseded value.
 CF0047
 CF0047.The geoid height was determined by GEOID03.
 CF0047
 CF0047;                    North         East    Units  Estimated Accuracy
 CF0047;SPC NM W     -   104,980.      733,270.      MT  (+/- 180 meters Scaled)
 CF0047
 CF0047                          SUPERSEDED SURVEY CONTROL
 CF0047
 CF0047  NGVD 29 (??/??/92) 1340.070  (m)         4396.55   (f) ADJ UNCH    2 0
 CF0047
 CF0047.Superseded values are not recommended for survey control.
 CF0047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0047.See file dsdata.txt to determine how the superseded data were derived.
 CF0047
 CF0047_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RYA026360(NAD 83)
 CF0047_MARKER: P = PIPE CAP
 CF0047_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CF0047_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CF0047_STAMPING: 4397
 CF0047_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CF0047
 CF0047  HISTORY     - Date     Condition        Report By
 CF0047  HISTORY     - UNK      MONUMENTED       USGS
 CF0047  HISTORY     - 1953     GOOD             NGS
 CF0047
 CF0047                          STATION DESCRIPTION
 CF0047
 CF0047'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CF0047'3.1 MI W FROM ANIMAS.
 CF0047'3.1 MILES WEST ALONG THE SOUTHERN PACIFIC RAILWAY FROM THE STATION AT
 CF0047'ANIMAS, 3 POLES WEST OF MILEPOST 1173, 18 FEET NORTH OF THE NORTH RAIL
 CF0047'OF THE TRACK, 3.0 FEET EAST OF A WITNESS POST, ABOUT 2 FEET LOWER THAN
 CF0047'THE TRACK, AND RIVETED ON THE TOP OF A 3 1/2-INCH IRON PIPE PROJECTING
 CF0047'1.0 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1129 ***********************************************************************
 CX1129  DESIGNATION -  44 C
 CX1129  PID         -  CX1129
 CX1129  STATE/COUNTY-  NM/SIERRA
 CX1129  USGS QUAD   -  MC CLEDE MOUNTAIN (1985)
 CX1129
 CX1129                         *CURRENT SURVEY CONTROL
 CX1129  ___________________________________________________________________
 CX1129* NAD 83(1986)-  32 45 31.     (N)    107 32 50.     (W)     SCALED    
 CX1129* NAVD 88     -      1558.485  (meters)    5113.13   (feet)  ADJUSTED  
 CX1129  ___________________________________________________________________
 CX1129  GEOID HEIGHT-         -23.44  (meters)                     GEOID03
 CX1129  DYNAMIC HT  -        1556.136 (meters)    5105.42  (feet)  COMP
 CX1129  MODELED GRAV-     979,076.3   (mgal)                       NAVD 88
 CX1129
 CX1129  VERT ORDER  -  SECOND    CLASS 0
 CX1129
 CX1129.The horizontal coordinates were scaled from a topographic map and have
 CX1129.an estimated accuracy of +/- 6 seconds.
 CX1129
 CX1129.The orthometric height was determined by differential leveling
 CX1129.and adjusted by the National Geodetic Survey in June 1991..
 CX1129
 CX1129.The geoid height was determined by GEOID03.
 CX1129
 CX1129.The dynamic height is computed by dividing the NAVD 88
 CX1129.geopotential number by the normal gravity value computed on the
 CX1129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX1129.degrees latitude (g = 980.6199 gals.).
 CX1129
 CX1129.The modeled gravity was interpolated from observed gravity values.
 CX1129
 CX1129;                    North         East    Units  Estimated Accuracy
 CX1129;SPC NM W     -   195,020.      856,810.      MT  (+/- 180 meters Scaled)
 CX1129
 CX1129                          SUPERSEDED SURVEY CONTROL
 CX1129
 CX1129  NGVD 29 (??/??/92) 1557.748  (m)         5110.71   (f) ADJ UNCH    2 0
 CX1129
 CX1129.Superseded values are not recommended for survey control.
 CX1129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1129.See file dsdata.txt to determine how the superseded data were derived.
 CX1129
 CX1129_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBS613273(NAD 83)
 CX1129_MARKER: DD = SURVEY DISK
 CX1129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX1129_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CX1129_STAMPING: 44-C 1934 5111
 CX1129_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX1129+STABILITY: SURFACE MOTION
 CX1129
 CX1129  HISTORY     - Date     Condition        Report By
 CX1129  HISTORY     - 1934     MONUMENTED       USGS
 CX1129  HISTORY     - 1934     GOOD             NGS
 CX1129  HISTORY     - 1953     MARK NOT FOUND   NGS
 CX1129
 CX1129                          STATION DESCRIPTION
 CX1129
 CX1129'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CX1129'3.9 MI N FROM LAKE VALLEY.
 CX1129'3.9 MI N ON STATE HWY NO. 26 AT THE ENTRANCE TO CW. WILSON RANCH, AND
 CX1129'50 FEET S.E. OF THE CENTERLINE OF THE ENTRANCE TO THE RANCH.
 CX1129
 CX1129                          STATION RECOVERY (1953)
 CX1129
 CX1129'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 CX1129'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CF0050 ***********************************************************************
 CF0050  DESIGNATION -  4405
 CF0050  PID         -  CF0050
 CF0050  STATE/COUNTY-  NM/HIDALGO
 CF0050  USGS QUAD   -  ANIMAS (1982)
 CF0050
 CF0050                         *CURRENT SURVEY CONTROL
 CF0050  ___________________________________________________________________
 CF0050* NAD 83(1986)-  31 56 56.     (N)    108 48 20.     (W)     SCALED    
 CF0050* NAVD 88     -      1343.21   (+/-2cm)    4406.8    (feet)  VERTCON   
 CF0050  ___________________________________________________________________
 CF0050  GEOID HEIGHT-         -25.92  (meters)                     GEOID03
 CF0050
 CF0050  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CF0050
 CF0050.The horizontal coordinates were scaled from a topographic map and have
 CF0050.an estimated accuracy of +/- 6 seconds.
 CF0050
 CF0050.The NAVD 88 height was computed by applying the VERTCON shift value to
 CF0050.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CF0050.The vertical order pertains to the NGVD 29 superseded value.
 CF0050
 CF0050.The geoid height was determined by GEOID03.
 CF0050
 CF0050;                    North         East    Units  Estimated Accuracy
 CF0050;SPC NM W     -   105,610.      738,090.      MT  (+/- 180 meters Scaled)
 CF0050
 CF0050                          SUPERSEDED SURVEY CONTROL
 CF0050
 CF0050  NGVD 29 (??/??/92) 1342.425  (m)         4404.27   (f) ADJ UNCH    2 0
 CF0050
 CF0050.Superseded values are not recommended for survey control.
 CF0050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0050.See file dsdata.txt to determine how the superseded data were derived.
 CF0050
 CF0050_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RYA074368(NAD 83)
 CF0050_MARKER: DD = SURVEY DISK
 CF0050_SETTING: 0 = UNSPECIFIED SETTING
 CF0050_STAMPING: 4404.966
 CF0050_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CF0050
 CF0050  HISTORY     - Date     Condition        Report By
 CF0050  HISTORY     - UNK      MONUMENTED       USGS
 CF0050  HISTORY     - 1935     GOOD             NGS
 CF0050  HISTORY     - 1953     GOOD             NGS
 CF0050
 CF0050                          STATION DESCRIPTION
 CF0050
 CF0050'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 CF0050'IN ANIMAS.
 CF0050'ABOUT 230 FT. E OF ANIMAS STATION.  30 FT. W. OF THE S.W. CORNER OF
 CF0050'THE SECTIONS FOREMANS HOUSE.  85 FT. S. OF THE CENTER LINE OF THE
 CF0050'TRACK.  IN LINE OF THE YARD FENCE.
 CF0050
 CF0050                          STATION RECOVERY (1953)
 CF0050
 CF0050'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 CF0050'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0305 ***********************************************************************
 DS0305  DESIGNATION -  4414
 DS0305  PID         -  DS0305
 DS0305  STATE/COUNTY-  NM/OTERO
 DS0305  USGS QUAD   -  TULAROSA (1982)
 DS0305
 DS0305                         *CURRENT SURVEY CONTROL
 DS0305  ___________________________________________________________________
 DS0305* NAD 83(1986)-  33 01 17.     (N)    106 00 44.     (W)     SCALED    
 DS0305* NAVD 88     -      1345.571  (meters)    4414.59   (feet)  POSTED    
 DS0305  ___________________________________________________________________
 DS0305  GEOID HEIGHT-         -22.08  (meters)                     GEOID03
 DS0305  DYNAMIC HT  -        1343.600 (meters)    4408.13  (feet)  COMP
 DS0305  MODELED GRAV-     979,124.3   (mgal)                       NAVD 88
 DS0305
 DS0305  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 DS0305
 DS0305.The horizontal coordinates were scaled from a topographic map and have
 DS0305.an estimated accuracy of +/- 6 seconds.
 DS0305
 DS0305.The orthometric height was determined by differential leveling
 DS0305.and adjusted by the National Geodetic Survey in 1992..
 DS0305.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 DS0305.rate of 1.1 thru 2.0 mm/km.
 DS0305
 DS0305.The geoid height was determined by GEOID03.
 DS0305
 DS0305.The dynamic height is computed by dividing the NAVD 88
 DS0305.geopotential number by the normal gravity value computed on the
 DS0305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0305.degrees latitude (g = 980.6199 gals.).
 DS0305
 DS0305.The modeled gravity was interpolated from observed gravity values.
 DS0305
 DS0305;                    North         East    Units  Estimated Accuracy
 DS0305;SPC NM C     -   224,150.      522,210.      MT  (+/- 180 meters Scaled)
 DS0305
 DS0305                          SUPERSEDED SURVEY CONTROL
 DS0305
 DS0305  NGVD 29 (??/??/92) 1344.937  (m)         4412.51   (f) ADJ UNCH    1 2
 DS0305
 DS0305.Superseded values are not recommended for survey control.
 DS0305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0305.See file dsdata.txt to determine how the superseded data were derived.
 DS0305
 DS0305_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDS054541(NAD 83)
 DS0305_MARKER: DD = SURVEY DISK
 DS0305_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DS0305_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DS0305_STAMPING: 4414
 DS0305_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DS0305
 DS0305  HISTORY     - Date     Condition        Report By
 DS0305  HISTORY     - UNK      MONUMENTED       USGS
 DS0305  HISTORY     - 1934     GOOD             NGS
 DS0305
 DS0305                          STATION DESCRIPTION
 DS0305
 DS0305'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DS0305'3.8 MI S FROM TULAROSA.
 DS0305'3.8 MILES SOUTH ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 DS0305'STATION AT TULAROSA, OTERO COUNTY, 3.2 MILES NORTH OF KEARNEY, 10 FEET
 DS0305'NORTH OF THE SEVENTH POLE SOUTH OF MILEPOST 1392, 98 FEET WEST OF THE
 DS0305'CENTERLINE OF THE TRACK, AND 1.5 FEET EAST OF THE RIGHT-OF-WAY FENCE.
 DS0305'A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 4414 AND
 DS0305'RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE PROJECTING 1 FOOT ABOVE
 DS0305'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0849 ***********************************************************************
 DS0849  DESIGNATION -  4414.141
 DS0849  PID         -  DS0849
 DS0849  STATE/COUNTY-  NM/SIERRA
 DS0849  USGS QUAD   -  ELEPHANT BUTTE (1980)
 DS0849
 DS0849                         *CURRENT SURVEY CONTROL
 DS0849  ___________________________________________________________________
 DS0849* NAD 83(1986)-  33 09 10.     (N)    107 11 27.     (W)     SCALED    
 DS0849* NAVD 88     -      1359.197  (meters)    4459.30   (feet)  ADJUSTED  
 DS0849  ___________________________________________________________________
 DS0849  GEOID HEIGHT-         -23.19  (meters)                     GEOID03
 DS0849  DYNAMIC HT  -        1357.236 (meters)    4452.87  (feet)  COMP
 DS0849  MODELED GRAV-     979,147.2   (mgal)                       NAVD 88
 DS0849
 DS0849  VERT ORDER  -  FIRST     CLASS II
 DS0849
 DS0849.The horizontal coordinates were scaled from a topographic map and have
 DS0849.an estimated accuracy of +/- 6 seconds.
 DS0849
 DS0849.The orthometric height was determined by differential leveling
 DS0849.and adjusted by the National Geodetic Survey in June 1991..
 DS0849
 DS0849.The geoid height was determined by GEOID03.
 DS0849
 DS0849.The dynamic height is computed by dividing the NAVD 88
 DS0849.geopotential number by the normal gravity value computed on the
 DS0849.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0849.degrees latitude (g = 980.6199 gals.).
 DS0849
 DS0849.The modeled gravity was interpolated from observed gravity values.
 DS0849
 DS0849;                    North         East    Units  Estimated Accuracy
 DS0849;SPC NM W     -   238,880.      889,940.      MT  (+/- 180 meters Scaled)
 DS0849
 DS0849                          SUPERSEDED SURVEY CONTROL
 DS0849
 DS0849  NGVD 29 (??/??/92) 1358.570  (m)         4457.24   (f) ADJ UNCH    1 2
 DS0849
 DS0849.Superseded values are not recommended for survey control.
 DS0849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0849.See file dsdata.txt to determine how the superseded data were derived.
 DS0849
 DS0849_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBS956703(NAD 83)
 DS0849_MARKER: DD = SURVEY DISK
 DS0849_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DS0849_SP_SET: DAM FLOOR
 DS0849_STAMPING: 12 - 64.860 4414.141
 DS0849_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DS0849
 DS0849  HISTORY     - Date     Condition        Report By
 DS0849  HISTORY     - UNK      MONUMENTED       BOR
 DS0849  HISTORY     - 1951     GOOD             NGS
 DS0849
 DS0849                          STATION DESCRIPTION
 DS0849
 DS0849'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 DS0849'IN ELEPHANT BUTTE.
 DS0849'AT ELEPHANT BUTTE, AT THE SOUTHEAST AND OF THE ELEPHANT BUTTE DAM, 7.6
 DS0849'FEET NORTHEAST OF A BRONZE PLATE WHICH IS SET IN THE SOUTHEAST END OF
 DS0849'THE DAM, 1 FOOT NORTHWEST OF THE BASE OF THE GUARD WALL, SET IN THE
 DS0849'TOP OF THE CONCRETE FLOOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CF0046 ***********************************************************************
 CF0046  DESIGNATION -  4426
 CF0046  PID         -  CF0046
 CF0046  STATE/COUNTY-  NM/HIDALGO
 CF0046  USGS QUAD   -  ANTELOPE PASS (1982)
 CF0046
 CF0046                         *CURRENT SURVEY CONTROL
 CF0046  ___________________________________________________________________
 CF0046* NAD 83(1986)-  31 56 34.     (N)    108 53 47.     (W)     SCALED    
 CF0046* NAVD 88     -      1349.50   (+/-2cm)    4427.5    (feet)  VERTCON   
 CF0046  ___________________________________________________________________
 CF0046  GEOID HEIGHT-         -26.07  (meters)                     GEOID03
 CF0046
 CF0046  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CF0046
 CF0046.The horizontal coordinates were scaled from a topographic map and have
 CF0046.an estimated accuracy of +/- 6 seconds.
 CF0046
 CF0046.The NAVD 88 height was computed by applying the VERTCON shift value to
 CF0046.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CF0046.The vertical order pertains to the NGVD 29 superseded value.
 CF0046
 CF0046.The geoid height was determined by GEOID03.
 CF0046
 CF0046;                    North         East    Units  Estimated Accuracy
 CF0046;SPC NM W     -   105,020.      729,490.      MT  (+/- 180 meters Scaled)
 CF0046
 CF0046                          SUPERSEDED SURVEY CONTROL
 CF0046
 CF0046  NGVD 29 (??/??/92) 1348.717  (m)         4424.92   (f) ADJ UNCH    2 0
 CF0046
 CF0046.Superseded values are not recommended for survey control.
 CF0046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0046.See file dsdata.txt to determine how the superseded data were derived.
 CF0046
 CF0046_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXA988360(NAD 83)
 CF0046_MARKER: P = PIPE CAP
 CF0046_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CF0046_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CF0046_STAMPING: 4426
 CF0046_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CF0046
 CF0046  HISTORY     - Date     Condition        Report By
 CF0046  HISTORY     - UNK      MONUMENTED       USGS
 CF0046  HISTORY     - 1953     GOOD             NGS
 CF0046
 CF0046                          STATION DESCRIPTION
 CF0046
 CF0046'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CF0046'5.4 MI W FROM ANIMAS.
 CF0046'5.4 MILES WEST ALONG THE SOUTHERN PACIFIC RAILWAY FROM THE STATION AT
 CF0046'ANIMAS, 3 POLES EAST OF THE STATION SIGN AT PRATT, 1 POLE WEST OF A
 CF0046'TELEPHONE BOOTH, 46 FEET SOUTH OF THE SOUTH RAIL OF THE TRACK, 5.5
 CF0046'FEET NORTH OF A TELEPHONE POLE, 3.0 FEET EAST OF A WITNESS POST, ABOUT
 CF0046'LEVEL WITH THE TRACK, AND RIVETED ON THE TOP OF A 3 1/2-INCH IRON PIPE
 CF0046'PROJECTING 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CF0064 ***********************************************************************
 CF0064  DESIGNATION -  4432
 CF0064  PID         -  CF0064
 CF0064  STATE/COUNTY-  NM/HIDALGO
 CF0064  USGS QUAD   -  PLAYAS LAKE NORTH (1982)
 CF0064
 CF0064                         *CURRENT SURVEY CONTROL
 CF0064  ___________________________________________________________________
 CF0064* NAD 83(1986)-  31 58 41.     (N)    108 32 39.     (W)     SCALED    
 CF0064* NAVD 88     -      1351.41   (+/-2cm)    4433.8    (feet)  VERTCON   
 CF0064  ___________________________________________________________________
 CF0064  GEOID HEIGHT-         -25.39  (meters)                     GEOID03
 CF0064
 CF0064  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CF0064
 CF0064.The horizontal coordinates were scaled from a topographic map and have
 CF0064.an estimated accuracy of +/- 6 seconds.
 CF0064
 CF0064.The NAVD 88 height was computed by applying the VERTCON shift value to
 CF0064.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CF0064.The vertical order pertains to the NGVD 29 superseded value.
 CF0064
 CF0064.The geoid height was determined by GEOID03.
 CF0064
 CF0064;                    North         East    Units  Estimated Accuracy
 CF0064;SPC NM W     -   108,660.      762,820.      MT  (+/- 180 meters Scaled)
 CF0064
 CF0064                          SUPERSEDED SURVEY CONTROL
 CF0064
 CF0064  NGVD 29 (??/??/92) 1350.637  (m)         4431.21   (f) ADJ UNCH    2 0
 CF0064
 CF0064.Superseded values are not recommended for survey control.
 CF0064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0064.See file dsdata.txt to determine how the superseded data were derived.
 CF0064
 CF0064_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RYA320406(NAD 83)
 CF0064_MARKER: DD = SURVEY DISK
 CF0064_SETTING: 0 = UNSPECIFIED SETTING
 CF0064_STAMPING: 4432
 CF0064_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CF0064
 CF0064  HISTORY     - Date     Condition        Report By
 CF0064  HISTORY     - UNK      MONUMENTED       USGS
 CF0064  HISTORY     - 1935     GOOD             NGS
 CF0064  HISTORY     - 1953     GOOD             NGS
 CF0064
 CF0064                          STATION DESCRIPTION
 CF0064
 CF0064'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 CF0064'16.1 MI E FROM ANIMAS.
 CF0064'16.1 E. OF DEPOT, ALONG THE S.P.R.R., 14.3 MI. W. OF HACHITA DEPOT,
 CF0064'1.2 MI. W. OF GRADE SIDING.  4 1/2 POLES N. W. OF MILE POST 1192.  85
 CF0064'FT. N. OF THE CENTER LINE OF THE TRACK.  2 FT. S. OF THE FENCE LINE.
 CF0064
 CF0064                          STATION RECOVERY (1953)
 CF0064
 CF0064'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 CF0064'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1706 ***********************************************************************
 CX1706  DESIGNATION -  4435=CRATER
 CX1706  PID         -  CX1706
 CX1706  STATE/COUNTY-  NM/DONA ANA
 CX1706  USGS QUAD   -  AFTON (1978)
 CX1706
 CX1706                         *CURRENT SURVEY CONTROL
 CX1706  ___________________________________________________________________
 CX1706* NAD 83(1992)-  32 01 00.65347(N)    106 56 36.86059(W)     ADJUSTED  
 CX1706* NAVD 88     -      1351.7    (meters)    4435.     (feet)  VERTCON   
 CX1706  ___________________________________________________________________
 CX1706  LAPLACE CORR-          -0.33  (seconds)                    DEFLEC99
 CX1706  GEOID HEIGHT-         -24.18  (meters)                     GEOID03
 CX1706
 CX1706  HORZ ORDER  -  FIRST
 CX1706
 CX1706.The horizontal coordinates were established by classical geodetic methods
 CX1706.and adjusted by the National Geodetic Survey in December 1993..
 CX1706
 CX1706.The NAVD 88 height was computed by applying the VERTCON shift value to
 CX1706.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CX1706
 CX1706.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1706
 CX1706.The geoid height was determined by GEOID03.
 CX1706
 CX1706;                    North         East     Units Scale Factor Converg.
 CX1706;SPC NM C     -   112,945.332   434,480.000   MT  0.99995292   -0 22 03.8
 CX1706;SPC NM C     -   370,554.81  1,425,456.47   sFT  0.99995292   -0 22 03.8
 CX1706;UTM  13      - 3,543,954.198   316,437.245   MT  1.00001556   -1 01 50.6
 CX1706
 CX1706!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1706!SPC NM C     -   0.99979160  x   0.99995292  =   0.99974453
 CX1706!UTM  13      -   0.99979160  x   1.00001556  =   0.99980716
 CX1706
 CX1706|---------------------------------------------------------------------|
 CX1706| PID    Reference Object                     Distance      Geod. Az  |
 CX1706|                                                           dddmmss.s |
 CX1706| CC7211 CRATER RM 2                          47.899 METERS 00835     |
 CX1706| CE0702 PHOENIX EL PASO AWY BCN 39          APPROX.26.7 KM 1440320.4 |
 CX1706| CC7210 CRATER RM 1                          16.696 METERS 24522     |
 CX1706| CX1707 AFTON RAILROAD WATER TANK           APPROX. 6.4 KM 3554925.7 |
 CX1706|---------------------------------------------------------------------|
 CX1706
 CX1706                          SUPERSEDED SURVEY CONTROL
 CX1706
 CX1706  NAD 83(1986)-  32 01 00.65792(N)    106 56 36.85842(W) AD(       ) 1
 CX1706  NAD 27      -  32 01 00.30186(N)    106 56 34.83618(W) AD(       ) 1
 CX1706  NGVD 29 (07/19/86) 1351.1    (m)         4433.     (f) VERT ANG       
 CX1706
 CX1706.Superseded values are not recommended for survey control.
 CX1706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1706.See file dsdata.txt to determine how the superseded data were derived.
 CX1706
 CX1706_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR1643743954(NAD 83)
 CX1706_MARKER: DD = SURVEY DISK
 CX1706_SETTING: 0 = UNSPECIFIED SETTING
 CX1706
 CX1706  HISTORY     - Date     Condition        Report By
 CX1706  HISTORY     - 1936     MONUMENTED       USGS
 CX1706  HISTORY     - 1940     GOOD             USGS
 CX1706  HISTORY     - 1940     GOOD             USGS
 CX1706  HISTORY     - 1945     GOOD             CGS
 CX1706
 CX1706                          STATION DESCRIPTION
 CX1706
 CX1706'DESCRIBED BY US GEOLOGICAL SURVEY 1936 (WRP)
 CX1706'THE STATION IS 3.2 MILES AIRLINE AND 6.5 MILES BY ROAD S BY
 CX1706'W OF AFTON, ON THE EXTREME S EDGE OF AN EXTINCT VOLCANO.
 CX1706'VIEWED FROM THE BRAIDFOOT RANCH IT IS THE MOST W OF THREE
 CX1706'KNOBS.  THE STATION MARK IS A BRONZE U.S. GEOLOGICAL SURVEY
 CX1706'DISK SET FLUSH IN A LAVA OUTCROP.
 CX1706'
 CX1706'THE REFERENCE MARKS ARE BRONZE REFERENCE DISKS SET IN ROCK.
 CX1706'REFERENCE MARK 1 IS 16.978 METERS
 CX1706'(57.02 FEET) FROM THE STATION, AND
 CX1706'REFERENCE MARK 2 IS ON THE N WALL OF CRATER, ABOUT 5 FEET
 CX1706'DOWN FROM THE RIM, 48.097 METERS (157.80 FEET) FROM THE
 CX1706'STATION.  STATION AFTON MAY BE
 CX1706'USED AS AN AZIMUTH MARK.
 CX1706
 CX1706                          STATION RECOVERY (1940)
 CX1706
 CX1706'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1940
 CX1706'REDESCRIBED AS FOLLOWS, STATION IS 3.2 MI. AIR AND
 CX1706'6.5 MI. BY RD. S. BY W. OF AFTON, ON EXTREME SOUTHERN EDGE OF EXTINCT
 CX1706'VOLCANO.  VIEWED FROM THE BRAIDFOOT RANCH IT IS THE MOST WESTERN OF
 CX1706'THREE KNOBS.
 CX1706'
 CX1706'STATION MARK - STANDARD USGS TABLET SET FLUSH IN A LAVA OUTCROP.
 CX1706'
 CX1706'REFERENCE MARKS - NONE.
 CX1706
 CX1706                          STATION RECOVERY (1940)
 CX1706
 CX1706'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1940 (TTR)
 CX1706'RECOVERED AND DESCRIBED AS FOLLOWS
 CX1706'
 CX1706'STATION IS 3.2 MI. (AIRLINE) AND 6.5 MI. BY RD. S. BY W. OF AFTON,
 CX1706'ON EXTREME SOUTHERN EDGE OF AN EXTINCT VOLCANO.  VIEWED FROM THE
 CX1706'BRAIDFOOT RANCH IT IS THE MOST WESTERN OF THREE KNOBS.
 CX1706'
 CX1706'STATION MARK--STANDARD USGS TABLET SET FLUSH IN A LAVA OUTCROP.
 CX1706
 CX1706                          STATION RECOVERY (1945)
 CX1706
 CX1706'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (RAM)
 CX1706'STATION WAS RECOVERED AND ALL MARKS WERE FOUND TO BE IN GOOD
 CX1706'CONDITION.  IT IS LOCATED ABOUT 3.2 MILES AIRLINE SSW OF
 CX1706'AFTON, ON THE EXTREME S EDGE OF AN EXTINCT VOLCANO THAT IS
 CX1706'PROMINENT IN THAT VICINITY.
 CX1706'
 CX1706'AFTON CAN BE REACHED FROM DEMING BY GOING E ON U.S. HIGHWAY
 CX1706'70 AND 80 TO CAMBRAY.  FROM THE CAMBRAY POST OFFICE CONTINUE
 CX1706'E FOR 8.2 MILES TO A CATTLE GUARD ACROSS THE HIGHWAY, CONTINUE
 CX1706'AHEAD 0.9 MILE TO A BLADED ROAD TO THE RIGHT, TURN RIGHT AND
 CX1706'CONTINUE S AND SE ON THE BLADED ROAD THAT FOLLOWS ALONG THE
 CX1706'LEFT SIDE OF THE RAILROAD TRACKS TO AFTON.  CROSS THE TRACKS
 CX1706'JUST N OF AFTON AND CONTINUE TO THE LARGE RAILROAD TANK,
 CX1706'CONTINUE SE ALONG THE RIGHT SIDE OF THE TRACKS FOR 3.1 MILES
 CX1706'TO A FORK TO THE RIGHT AT TELEPHONE POLE 1230, TURN RIGHT
 CX1706'AND CONTINUE ON THE BLADED ROAD FOR 1.5 MILES TO A CATTLE
 CX1706'GUARD, CONTINUE AHEAD FOR 0.8 MILE INTO THE RANCH YARD.
 CX1706'PASS THROUGH THE RANCH YARD TO THE CATTLE GUARD, JUST AFTER
 CX1706'CROSSING THE GUARD TURN SHARP RIGHT ON THE ROAD ALONG THE
 CX1706'FENCE AND CONTINUE FOR 0.4 MILE TO WHERE THE MAIN ROAD
 CX1706'BEARS LEFT AWAY FROM THE FENCE, BEAR LEFT ON THE MAIN
 CX1706'ROAD AND CONTINUE FOR 0.6 MILE TO A FORK, KEEP RIGHT ON THE
 CX1706'MAIN ROAD AND CONTINUE FOR 1.2 MILES, THIS BEING A POINT ABOUT
 CX1706'DUE S OF THE STATION.  TURN RIGHT OFF THE ROAD AND CONTINUE
 CX1706'ACROSS COUNTRY TOWARD THE S EDGE OF THE CRATER FOR 1.5
 CX1706'MILES TO ITS BASE AND THE END OF TRUCK TRAVEL.  PACK TO
 CX1706'THE DEEP CUT IN THE RIM AND THENCE TO THE RIGHT ABOUT 50
 CX1706'FEET TO THE STATION.
 CX1706'
 CX1706'STATION IS A U.S. GEOLOGICAL SURVEY DISK, SET FLUSH IN LAVA
 CX1706'OUTCROP, AND STAMPED ELEVATION ABOVE SEA 4435 FEET.  THE
 CX1706'DATE HAS NOT BEEN STAMPED.  IT IS SET ON THE S SIDE OF THE
 CX1706'CRATER AND IS ABOUT 50 FEET E OF A DEEP CUT IN THE RIM.
 CX1706'
 CX1706'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK, SET IN OUTCROPPING
 CX1706'LAVA, FLUSH, AND STAMPED CRATER NO 1 1936.  IT IS WSW OF
 CX1706'THE STATION, ABOUT 12 FEET LOWER, AND IS IN THE DEEP CUT TO
 CX1706'THE W.
 CX1706'
 CX1706'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK, SET IN OUTCROPPING
 CX1706'LAVA, FLUSH, AND STAMPED CRATER NO 2 1936.  IT IS N OF THE
 CX1706'STATION, SET ABOUT 5 FEET DOWN FROM THE EDGE OF THE RIM,
 CX1706'ON THE INSIDE OF THE CRATER, ABOUT LEVEL WITH THE STATION.
 CX1706'
 CX1706'AZIMUTH MARK IS STATION AFTON 1936.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CF0059 ***********************************************************************
 CF0059  DESIGNATION -  4442
 CF0059  PID         -  CF0059
 CF0059  STATE/COUNTY-  NM/HIDALGO
 CF0059  USGS QUAD   -  BEACON HILL (1982)
 CF0059
 CF0059                         *CURRENT SURVEY CONTROL
 CF0059  ___________________________________________________________________
 CF0059* NAD 83(1986)-  31 57 31.     (N)    108 39 28.     (W)     SCALED    
 CF0059* NAVD 88     -      1354.60   (+/-2cm)    4444.2    (feet)  VERTCON   
 CF0059  ___________________________________________________________________
 CF0059  GEOID HEIGHT-         -25.65  (meters)                     GEOID03
 CF0059
 CF0059  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CF0059
 CF0059.The horizontal coordinates were scaled from a topographic map and have
 CF0059.an estimated accuracy of +/- 6 seconds.
 CF0059
 CF0059.The NAVD 88 height was computed by applying the VERTCON shift value to
 CF0059.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CF0059.The vertical order pertains to the NGVD 29 superseded value.
 CF0059
 CF0059.The geoid height was determined by GEOID03.
 CF0059
 CF0059;                    North         East    Units  Estimated Accuracy
 CF0059;SPC NM W     -   106,580.      752,070.      MT  (+/- 180 meters Scaled)
 CF0059
 CF0059                          SUPERSEDED SURVEY CONTROL
 CF0059
 CF0059  NGVD 29 (??/??/92) 1353.818  (m)         4441.65   (f) ADJ UNCH    2 0
 CF0059
 CF0059.Superseded values are not recommended for survey control.
 CF0059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0059.See file dsdata.txt to determine how the superseded data were derived.
 CF0059
 CF0059_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RYA213382(NAD 83)
 CF0059_MARKER: DD = SURVEY DISK
 CF0059_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CF0059_SP_SET: CULVERT
 CF0059_STAMPING: 4442
 CF0059_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CF0059
 CF0059  HISTORY     - Date     Condition        Report By
 CF0059  HISTORY     - UNK      MONUMENTED       USGS
 CF0059  HISTORY     - 1935     GOOD             NGS
 CF0059  HISTORY     - 1953     GOOD             NGS
 CF0059
 CF0059                          STATION DESCRIPTION
 CF0059
 CF0059'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 CF0059'9.0 MI E FROM ANIMAS.
 CF0059'9.0 MI. E. OF DEPOT, ALONG THE S.P.R.R., 4 POLES W. OF MILE POST 1185.
 CF0059'12 FT. S. OF THE CENTER LINE OF THE TRACK.  SET IN THE S.E. CORNER OF
 CF0059'CONC. HEAD WALL OF CULVERT NO. 1184.88.
 CF0059
 CF0059                          STATION RECOVERY (1953)
 CF0059
 CF0059'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 CF0059'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0308 ***********************************************************************
 DS0308  DESIGNATION -  4449
 DS0308  PID         -  DS0308
 DS0308  STATE/COUNTY-  NM/OTERO
 DS0308  USGS QUAD   -  TULAROSA (1982)
 DS0308
 DS0308                         *CURRENT SURVEY CONTROL
 DS0308  ___________________________________________________________________
 DS0308* NAD 83(1986)-  33 04 21.     (N)    106 02 05.     (W)     SCALED    
 DS0308* NAVD 88     -      1356.048  (meters)    4448.97   (feet)  ADJUSTED  
 DS0308  ___________________________________________________________________
 DS0308  GEOID HEIGHT-         -22.12  (meters)                     GEOID03
 DS0308  DYNAMIC HT  -        1354.059 (meters)    4442.44  (feet)  COMP
 DS0308  MODELED GRAV-     979,123.9   (mgal)                       NAVD 88
 DS0308
 DS0308  VERT ORDER  -  FIRST     CLASS II
 DS0308
 DS0308.The horizontal coordinates were scaled from a topographic map and have
 DS0308.an estimated accuracy of +/- 6 seconds.
 DS0308
 DS0308.The orthometric height was determined by differential leveling
 DS0308.and adjusted by the National Geodetic Survey in June 1991..
 DS0308
 DS0308.The geoid height was determined by GEOID03.
 DS0308
 DS0308.The dynamic height is computed by dividing the NAVD 88
 DS0308.geopotential number by the normal gravity value computed on the
 DS0308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0308.degrees latitude (g = 980.6199 gals.).
 DS0308
 DS0308.The modeled gravity was interpolated from observed gravity values.
 DS0308
 DS0308;                    North         East    Units  Estimated Accuracy
 DS0308;SPC NM C     -   229,810.      520,100.      MT  (+/- 180 meters Scaled)
 DS0308
 DS0308                          SUPERSEDED SURVEY CONTROL
 DS0308
 DS0308  NGVD 29 (??/??/92) 1355.444  (m)         4446.99   (f) ADJ UNCH    1 2
 DS0308
 DS0308.Superseded values are not recommended for survey control.
 DS0308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0308.See file dsdata.txt to determine how the superseded data were derived.
 DS0308
 DS0308_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDS034598(NAD 83)
 DS0308_MARKER: DD = SURVEY DISK
 DS0308_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DS0308_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DS0308_STAMPING: 4449
 DS0308_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DS0308
 DS0308  HISTORY     - Date     Condition        Report By
 DS0308  HISTORY     - UNK      MONUMENTED       USGS
 DS0308  HISTORY     - 1957     GOOD             NGS
 DS0308  HISTORY     - 1974     POOR             USGS
 DS0308
 DS0308                          STATION DESCRIPTION
 DS0308
 DS0308'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 DS0308'IN TULAROSA.
 DS0308'AT TULAROSA, OTERO COUNTY, 32 FEET SOUTH OF THE SOUTHERN PACIFIC CO.
 DS0308'RAILROAD STATION, AND 63 FEET WEST OF THE CENTERLINE OF THE TRACK.  A
 DS0308'UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 4449 AND RIVETED
 DS0308'ON THE TOP OF A 3-1/2-INCH IRON PIPE PROJECTING 1/2 FOOT ABOVE GROUND.
 DS0308
 DS0308                          STATION RECOVERY (1974)
 DS0308
 DS0308'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 DS0308'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS1336 ***********************************************************************
 DS1336  DESIGNATION -  4452=BUTTE 12 W
 DS1336  PID         -  DS1336
 DS1336  STATE/COUNTY-  NM/SOCORRO
 DS1336  USGS QUAD   -  FORT CRAIG (1980)
 DS1336
 DS1336                         *CURRENT SURVEY CONTROL
 DS1336  ___________________________________________________________________
 DS1336* NAD 83(1992)-  33 39 23.24783(N)    107 01 14.87808(W)     ADJUSTED  
 DS1336* NAVD 88     -      1371.     (meters)    4498.     (feet)  SCALED    
 DS1336  ___________________________________________________________________
 DS1336  LAPLACE CORR-           0.74  (seconds)                    DEFLEC99
 DS1336  GEOID HEIGHT-         -22.80  (meters)                     GEOID03
 DS1336
 DS1336  HORZ ORDER  -  THIRD
 DS1336
 DS1336.The horizontal coordinates were established by classical geodetic methods
 DS1336.and adjusted by the National Geodetic Survey in December 1993..
 DS1336
 DS1336.The orthometric height was scaled from a topographic map.
 DS1336
 DS1336.The Laplace correction was computed from DEFLEC99 derived deflections.
 DS1336
 DS1336.The geoid height was determined by GEOID03.
 DS1336
 DS1336;                    North         East     Units Scale Factor Converg.
 DS1336;SPC NM C     -   294,818.711   428,510.782   MT  0.99996299   -0 25 37.9
 DS1336;SPC NM C     -   967,251.05  1,405,872.46   sFT  0.99996299   -0 25 37.9
 DS1336;UTM  13      - 3,725,897.551   312,620.554   MT  1.00003287   -1 07 13.0
 DS1336
 DS1336!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS1336!SPC NM C     -   0.99978844  x   0.99996299  =   0.99975144
 DS1336!UTM  13      -   0.99978844  x   1.00003287  =   0.99982130
 DS1336
 DS1336|---------------------------------------------------------------------|
 DS1336| PID    Reference Object                     Distance      Geod. Az  |
 DS1336|                                                           dddmmss.s |
 DS1336| CD1720 BUTTE 12 W RM 1                       6.888 METERS 18302     |
 DS1336| CD1719 BUTTE 12 W AZ MK                                   1922736.7 |
 DS1336| CD1721 BUTTE 12 W RM 2                       6.757 METERS 27506     |
 DS1336|---------------------------------------------------------------------|
 DS1336
 DS1336                          SUPERSEDED SURVEY CONTROL
 DS1336
 DS1336  NAD 83(1986)-  33 39 23.25529(N)    107 01 14.88054(W) AD(       ) 3
 DS1336  NAD 27      -  33 39 23.02476(N)    107 01 12.75823(W) AD(       ) 3
 DS1336
 DS1336.Superseded values are not recommended for survey control.
 DS1336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS1336.See file dsdata.txt to determine how the superseded data were derived.
 DS1336
 DS1336_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT1262125898(NAD 83)
 DS1336_MARKER: P = PIPE CAP
 DS1336_SETTING: 0 = UNSPECIFIED SETTING
 DS1336
 DS1336  HISTORY     - Date     Condition        Report By
 DS1336  HISTORY     - 1954     MONUMENTED       BOR
 DS1336
 DS1336                          STATION DESCRIPTION
 DS1336
 DS1336'DESCRIBED BY US BUREAU OF RECLAMATION 1954 (WRH)
 DS1336'THE STATION IS LOCATED AIRLINE, ABOUT 3 MILES SOUTHEAST OF
 DS1336'U.S. HIGHWAY 85 AND ABOUT 20 MILES SOUTH-SOUTHWEST OF SAN
 DS1336'ANTONIO ON THE HIGHEST POINT OF A SMALL KNOLL.
 DS1336'
 DS1336'THE STATION IS A STANDARD U.S. RECLAMATION SERVICE BENCH MARK
 DS1336'BRONZE CAP PINNED TO THE TOP OF A 4-INCH IRON PIPE, STAMPED
 DS1336'4452 1908-3-4, AND PROJECTS ABOUT 1 FOOT ABOVE THE GROUND.
 DS1336'
 DS1336'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED BUTTE 12W
 DS1336'USRS NO 1 1954 BRAZED TO THE TOP OF A 12-INCH IRON PIPE
 DS1336'WHICH PROJECTS ABOUT 1 FOOT ABOVE THE GROUND AND IS ABOUT THE
 DS1336'SAME ELEVATION AS THE STATION.
 DS1336'
 DS1336'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED BUTTE 12W
 DS1336'USRS NO 2 1954 CEMENTED IN THE TOP OF AN 1-1/4-INCH IRON PIPE
 DS1336'WHICH PROJECTS ABOUT 6 INCHES ABOVE THE GROUND AND IS ABOUT
 DS1336'6 INCHES LOWER THAN THE STATION.
 DS1336'
 DS1336'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BUTTE 12W USRS
 DS1336'1954 SET IN TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH
 DS1336'PROJECTS ABOUT 4 INCHES ABOVE THE GROUND.  IT IS 2 FEET
 DS1336'SOUTH-SOUTHEAST OF THE SOUTH END OF A WIRE GATE IN A NORTH-SOUTH
 DS1336'FENCE LINE AND 2 FEET EAST OF A WHITE WITNESS POST.
 DS1336'
 DS1336'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 85 AND
 DS1336'380 IN SAN ANTONIO, GO SOUTH AND SOUTHWESTERLY ON U.S. HIGHWAY
 DS1336'85 FOR 22.5 MILES TO A SIDE ROAD, LEFT, AND A SIGN FORT CRAIG.
 DS1336'TURN LEFT OVER A CATTLE GUARD AND FOLLOW THE DIRT SIDE ROAD
 DS1336'EASTERLY FOR 2.1 MILES TO A FAINT TRACK ROAD ON THE LEFT.
 DS1336'TURN LEFT AND FOLLOW THE FAINT TRACK ROAD EAST-NORTHEASTERLY
 DS1336'FOR 1.7 MILES TO A FORK JUST BEFORE REACHING A SMALL RAVINE.
 DS1336'TAKE THE LEFT FORK AND FOLLOW THE FAINT TRACK ROAD NORTHEAST
 DS1336'AND NORTH FOR 0.5 MILE TO A WIRE GATE IN A NORTH-SOUTH FENCE
 DS1336'LINE AND THE AZIMUTH MARK.  CONTINUE NORTH ALONG THE WEST
 DS1336'SIDE OF THE FENCE LINE FOR 0.1 MILE TO THE END OF TRUCK
 DS1336'TRAVEL.  PACK DOWN THE HILL AND ACROSS THE GULLY KEEPING
 DS1336'ON THE EAST SIDE OF THE NORTH-SOUTH FENCE LINE AND
 DS1336'CONTINUE NORTHERLY FOR 0.2 MILE TO THE TOP OF A SMALL
 DS1336'KNOLL AND THE STATION.  THIS IS ABOUT A 5 MINUTE PACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0334 ***********************************************************************
 CE0334  DESIGNATION -  4453
 CE0334  PID         -  CE0334
 CE0334  STATE/COUNTY-  NM/LUNA
 CE0334  USGS QUAD   -  HERMANAS (1964)
 CE0334
 CE0334                         *CURRENT SURVEY CONTROL
 CE0334  ___________________________________________________________________
 CE0334* NAD 83(1986)-  31 51 05.     (N)    107 57 09.     (W)     SCALED    
 CE0334* NAVD 88     -      1358.01   (+/-2cm)    4455.4    (feet)  VERTCON   
 CE0334  ___________________________________________________________________
 CE0334  GEOID HEIGHT-         -24.98  (meters)                     GEOID03
 CE0334
 CE0334  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CE0334
 CE0334.The horizontal coordinates were scaled from a topographic map and have
 CE0334.an estimated accuracy of +/- 6 seconds.
 CE0334
 CE0334.The NAVD 88 height was computed by applying the VERTCON shift value to
 CE0334.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CE0334.The vertical order pertains to the NGVD 29 superseded value.
 CE0334
 CE0334.The geoid height was determined by GEOID03.
 CE0334
 CE0334;                    North         East    Units  Estimated Accuracy
 CE0334;SPC NM W     -    94,400.      818,720.      MT  (+/- 180 meters Scaled)
 CE0334
 CE0334                          SUPERSEDED SURVEY CONTROL
 CE0334
 CE0334  NGVD 29 (??/??/92) 1357.311  (m)         4453.11   (f) ADJ UNCH    2 0
 CE0334
 CE0334.Superseded values are not recommended for survey control.
 CE0334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0334.See file dsdata.txt to determine how the superseded data were derived.
 CE0334
 CE0334_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RBR206277(NAD 83)
 CE0334_MARKER: DD = SURVEY DISK
 CE0334_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CE0334_SP_SET: STEP
 CE0334_STAMPING: 4453
 CE0334_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CE0334
 CE0334  HISTORY     - Date     Condition        Report By
 CE0334  HISTORY     - UNK      MONUMENTED       USGS
 CE0334  HISTORY     - 1953     GOOD             NGS
 CE0334
 CE0334                          STATION DESCRIPTION
 CE0334
 CE0334'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CE0334'IN HERMANAS.
 CE0334'AT HERMANAS, AT THE SOUTHERN PACIFIC RAILWAY STATION, 16 FEET NORTH OF
 CE0334'THE NORTH RAIL OF THE MAIN TRACK, 1.5 FEET EAST OF THE EAST EDGE OF
 CE0334'THE SOUTH ENTRANCE TO THE STATION, 0.4 FOOT SOUTH OF THE SOUTH FACE OF
 CE0334'THE BUILDING, 2.2 FEET WEST OF THE EAST EDGE OF AND SET IN THE TOP OF
 CE0334'A CONCRETE STEP WHICH IS FLUSH WITH THE GROUND.  NOTE-- THIS BENCH
 CE0334'MARK IS STAMPED 4453 INSTEAD OF 4453 EL. 4453.089 AS STATED IN THE OLD
 CE0334'DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0313 ***********************************************************************
 DS0313  DESIGNATION -  4462
 DS0313  PID         -  DS0313
 DS0313  STATE/COUNTY-  NM/OTERO
 DS0313  USGS QUAD   -  TULAROSA NE (1982)
 DS0313
 DS0313                         *CURRENT SURVEY CONTROL
 DS0313  ___________________________________________________________________
 DS0313* NAD 83(1986)-  33 07 58.     (N)    106 02 38.     (W)     SCALED    
 DS0313* NAVD 88     -      1360.094  (meters)    4462.24   (feet)  ADJUSTED  
 DS0313  ___________________________________________________________________
 DS0313  GEOID HEIGHT-         -22.08  (meters)                     GEOID03
 DS0313  DYNAMIC HT  -        1358.108 (meters)    4455.73  (feet)  COMP
 DS0313  MODELED GRAV-     979,129.7   (mgal)                       NAVD 88
 DS0313  OBS GRAVITY -     979,127.1   (mgal)                       GRAV_OBS
 DS0313
 DS0313  VERT ORDER  -  FIRST     CLASS II
 DS0313
 DS0313.The horizontal coordinates were scaled from a topographic map and have
 DS0313.an estimated accuracy of +/- 6 seconds.
 DS0313
 DS0313.The orthometric height was determined by differential leveling
 DS0313.and adjusted by the National Geodetic Survey in June 1991..
 DS0313
 DS0313.The geoid height was determined by GEOID03.
 DS0313
 DS0313.The dynamic height is computed by dividing the NAVD 88
 DS0313.geopotential number by the normal gravity value computed on the
 DS0313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0313.degrees latitude (g = 980.6199 gals.).
 DS0313
 DS0313.The modeled gravity was interpolated from observed gravity values.
 DS0313.The observed gravity was obtained from relative gravimeter ties
 DS0313.to the IGSN71 gravity network.
 DS0313
 DS0313;                    North         East    Units  Estimated Accuracy
 DS0313;SPC NM C     -   236,500.      519,230.      MT  (+/- 180 meters Scaled)
 DS0313
 DS0313                          SUPERSEDED SURVEY CONTROL
 DS0313
 DS0313  NGVD 29 (??/??/92) 1359.473  (m)         4460.20   (f) ADJ UNCH    1 2
 DS0313
 DS0313.Superseded values are not recommended for survey control.
 DS0313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0313.See file dsdata.txt to determine how the superseded data were derived.
 DS0313
 DS0313_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDS026664(NAD 83)
 DS0313_MARKER: DD = SURVEY DISK
 DS0313_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DS0313_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DS0313_STAMPING: 4462
 DS0313_PROJECTION: PROJECTING 10 CENTIMETERS
 DS0313_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DS0313_ROD/PIPE-DEPTH: 1.5  meters
 DS0313
 DS0313  HISTORY     - Date     Condition        Report By
 DS0313  HISTORY     - UNK      MONUMENTED       USGS
 DS0313  HISTORY     - 1957     POOR             NGS
 DS0313  HISTORY     - 1980     GOOD             NGS
 DS0313
 DS0313                          STATION DESCRIPTION
 DS0313
 DS0313'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 DS0313'4.2 MI N FROM TULAROSA.
 DS0313'4.2 MILES NORTH ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 DS0313'STATION AT TULAROSA, OTERO COUNTY, 3.2 MILES SOUTH OF TEMPORAL, 103
 DS0313'FEET SOUTH OF THE SEVENTH POLE SOUTH OF MILEPOST 1400, 100 FEET WEST
 DS0313'OF THE CENTERLINE OF THE TRACK, AND AT THE RIGHT-OF-WAY FENCE.  A
 DS0313'UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 4462 AND RIVETED
 DS0313'ON THE TOP OF A 3-1/2-INCH IRON PIPE PROJECTING 1/2 FOOT ABOVE GROUND.
 DS0313
 DS0313                          STATION RECOVERY (1980)
 DS0313
 DS0313'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DS0313'0.1 KM (0.05 MI) EAST ALONG HIGUERA AVENUE FROM THE POST OFFICE IN
 DS0313'TULAROSA, THENCE 6.8 KM (4.2 MI) NORTHERLY ALONG U.S. HIGHWAY 54,
 DS0313'0.2 KM (0.1 MI) SOUTH OF MILEPOST 84, 7-1/2 POLES SOUTH OF RAILROAD
 DS0313'MILEPOST 1400, 30.5 METERS (100.0 FT) WEST OF THE NEAR RAIL OF THE
 DS0313'SOUTHERN PACIFIC RAILROAD, 20.1 METERS (66.0 FT) EAST OF THE
 DS0313'CENTERLINE OF THE HIGHWAY, 11.4 METERS (37.5 FT) NORTH OF UTILITY
 DS0313'POLE NUMBER 2 AND 0.3 METERS (2.0 FT) SOUTH OF A 4 BY 4 INCH WOODEN
 DS0313'WITNESS POST.
 DS0313'THE MARK IS 0.5 METERS  N FROM A WITNESS POST.
 DS0313'THE MARK IS 0.9 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0236 ***********************************************************************
 CY0236  DESIGNATION -  4470
 CY0236  PID         -  CY0236
 CY0236  STATE/COUNTY-  NM/GRANT
 CY0236  USGS QUAD   -  CLIFF (1990)
 CY0236
 CY0236                         *CURRENT SURVEY CONTROL
 CY0236  ___________________________________________________________________
 CY0236* NAD 83(1986)-  32 55 53.     (N)    108 35 46.     (W)     SCALED    
 CY0236* NAVD 88     -      1363.195  (meters)    4472.42   (feet)  ADJUSTED  
 CY0236  ___________________________________________________________________
 CY0236  GEOID HEIGHT-         -24.55  (meters)                     GEOID03
 CY0236  DYNAMIC HT  -        1361.150 (meters)    4465.71  (feet)  COMP
 CY0236  MODELED GRAV-     979,091.5   (mgal)                       NAVD 88
 CY0236
 CY0236  VERT ORDER  -  FIRST     CLASS II
 CY0236
 CY0236.The horizontal coordinates were scaled from a topographic map and have
 CY0236.an estimated accuracy of +/- 6 seconds.
 CY0236
 CY0236.The orthometric height was determined by differential leveling
 CY0236.and adjusted by the National Geodetic Survey in June 1991..
 CY0236
 CY0236.The geoid height was determined by GEOID03.
 CY0236
 CY0236.The dynamic height is computed by dividing the NAVD 88
 CY0236.geopotential number by the normal gravity value computed on the
 CY0236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0236.degrees latitude (g = 980.6199 gals.).
 CY0236
 CY0236.The modeled gravity was interpolated from observed gravity values.
 CY0236
 CY0236;                    North         East    Units  Estimated Accuracy
 CY0236;SPC NM W     -   214,410.      758,670.      MT  (+/- 180 meters Scaled)
 CY0236
 CY0236                          SUPERSEDED SURVEY CONTROL
 CY0236
 CY0236  NGVD 29 (??/??/92) 1362.374  (m)         4469.72   (f) ADJ UNCH    1 2
 CY0236
 CY0236.Superseded values are not recommended for survey control.
 CY0236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0236.See file dsdata.txt to determine how the superseded data were derived.
 CY0236
 CY0236_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYB247462(NAD 83)
 CY0236_MARKER: P = PIPE CAP
 CY0236_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CY0236_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CY0236_STAMPING: 4470
 CY0236_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CY0236
 CY0236  HISTORY     - Date     Condition        Report By
 CY0236  HISTORY     - UNK      MONUMENTED       USGS
 CY0236  HISTORY     - 1934     GOOD             NGS
 CY0236  HISTORY     - 1980     MARK NOT FOUND   NGS
 CY0236
 CY0236                          STATION DESCRIPTION
 CY0236
 CY0236'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CY0236'2.6 MI SE FROM CLIFF.
 CY0236'2.6 MI SOUTHEAST OF THE POST OFFICE.  ALONG STATE HWY NO. 11.  ON
 CY0236'STATE HWY NO.11, ABOUT 330 FEET SOUTHEAST OF THE RIVERSIDE STORE (OLD
 CY0236'GILA HOTEL), ABOUT 400 FEET SOUTHEAST OF A ROADFORK TO GILA.  ABOUT 36
 CY0236'FEET NORTH OF A WINDMILL, AND ABOUT 46 FEET SOUTHWEST OF THE CENTER
 CY0236'LINE OF THE HWY.
 CY0236
 CY0236                          STATION RECOVERY (1980)
 CY0236
 CY0236'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CY0236'NOTE=THE HIGHWAY HAS BEEN RELOCATED, THE MARK COULD NOT BE FOUND AFTER
 CY0236'A THOROUGH SEARCH WAS MADE OF THE AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CF0053 ***********************************************************************
 CF0053  DESIGNATION -  4470
 CF0053  PID         -  CF0053
 CF0053  STATE/COUNTY-  NM/HIDALGO
 CF0053  USGS QUAD   -  ANIMAS (1982)
 CF0053
 CF0053                         *CURRENT SURVEY CONTROL
 CF0053  ___________________________________________________________________
 CF0053* NAD 83(1986)-  31 57 17.     (N)    108 45 20.     (W)     SCALED    
 CF0053* NAVD 88     -      1362.99   (+/-2cm)    4471.7    (feet)  VERTCON   
 CF0053  ___________________________________________________________________
 CF0053  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 CF0053
 CF0053  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CF0053
 CF0053.The horizontal coordinates were scaled from a topographic map and have
 CF0053.an estimated accuracy of +/- 6 seconds.
 CF0053
 CF0053.The NAVD 88 height was computed by applying the VERTCON shift value to
 CF0053.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CF0053.The vertical order pertains to the NGVD 29 superseded value.
 CF0053
 CF0053.The geoid height was determined by GEOID03.
 CF0053
 CF0053;                    North         East    Units  Estimated Accuracy
 CF0053;SPC NM W     -   106,220.      742,820.      MT  (+/- 180 meters Scaled)
 CF0053
 CF0053                          SUPERSEDED SURVEY CONTROL
 CF0053
 CF0053  NGVD 29 (??/??/92) 1362.200  (m)         4469.15   (f) ADJ UNCH    2 0
 CF0053
 CF0053.Superseded values are not recommended for survey control.
 CF0053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0053.See file dsdata.txt to determine how the superseded data were derived.
 CF0053
 CF0053_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RYA121376(NAD 83)
 CF0053_MARKER: DD = SURVEY DISK
 CF0053_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CF0053_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CF0053_STAMPING: 4470
 CF0053_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CF0053
 CF0053  HISTORY     - Date     Condition        Report By
 CF0053  HISTORY     - UNK      MONUMENTED       USGS
 CF0053  HISTORY     - 1935     GOOD             NGS
 CF0053  HISTORY     - 1953     GOOD             NGS
 CF0053
 CF0053                          STATION DESCRIPTION
 CF0053
 CF0053'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 CF0053'3.0 MI E FROM ANIMAS.
 CF0053'3.0 MI. E. OF DEPOT, ALONG THE S.P.R.R., 2.3 MI. W. OF ANTELOPE
 CF0053'SIDING.  2 1/2 POLES W. OF MILE POST 1179.  100 FT. N. OF THE CENTER
 CF0053'LINE OF THE TRACK.  1 FT. S. OF FENCE LINE.  6 FT. N. OF THE TELEPHONE
 CF0053'LINE.
 CF0053
 CF0053                          STATION RECOVERY (1953)
 CF0053
 CF0053'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 CF0053'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0318 ***********************************************************************
 DS0318  DESIGNATION -  4471
 DS0318  PID         -  DS0318
 DS0318  STATE/COUNTY-  NM/OTERO
 DS0318  USGS QUAD   -  TULAROSA NE (1982)
 DS0318
 DS0318                         *CURRENT SURVEY CONTROL
 DS0318  ___________________________________________________________________
 DS0318* NAD 83(1986)-  33 14 19.     (N)    106 03 41.     (W)     SCALED    
 DS0318* NAVD 88     -      1362.779  (meters)    4471.05   (feet)  ADJUSTED  
 DS0318  ___________________________________________________________________
 DS0318  GEOID HEIGHT-         -21.98  (meters)                     GEOID03
 DS0318  DYNAMIC HT  -        1360.789 (meters)    4464.52  (feet)  COMP
 DS0318  MODELED GRAV-     979,130.5   (mgal)                       NAVD 88
 DS0318
 DS0318  VERT ORDER  -  FIRST     CLASS II
 DS0318
 DS0318.The horizontal coordinates were scaled from a topographic map and have
 DS0318.an estimated accuracy of +/- 6 seconds.
 DS0318
 DS0318.The orthometric height was determined by differential leveling
 DS0318.and adjusted by the National Geodetic Survey in June 1991..
 DS0318
 DS0318.The geoid height was determined by GEOID03.
 DS0318
 DS0318.The dynamic height is computed by dividing the NAVD 88
 DS0318.geopotential number by the normal gravity value computed on the
 DS0318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0318.degrees latitude (g = 980.6199 gals.).
 DS0318
 DS0318.The modeled gravity was interpolated from observed gravity values.
 DS0318
 DS0318;                    North         East    Units  Estimated Accuracy
 DS0318;SPC NM C     -   248,230.      517,580.      MT  (+/- 180 meters Scaled)
 DS0318
 DS0318                          SUPERSEDED SURVEY CONTROL
 DS0318
 DS0318  NGVD 29 (??/??/92) 1362.124  (m)         4468.90   (f) ADJ UNCH    1 2
 DS0318
 DS0318.Superseded values are not recommended for survey control.
 DS0318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0318.See file dsdata.txt to determine how the superseded data were derived.
 DS0318
 DS0318_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDS011782(NAD 83)
 DS0318_MARKER: DD = SURVEY DISK
 DS0318_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DS0318_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DS0318_STAMPING: 4471
 DS0318_PROJECTION: PROJECTING 10 CENTIMETERS
 DS0318_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DS0318_ROD/PIPE-DEPTH: 1.4  meters
 DS0318
 DS0318  HISTORY     - Date     Condition        Report By
 DS0318  HISTORY     - UNK      MONUMENTED       USGS
 DS0318  HISTORY     - 1957     GOOD             NGS
 DS0318  HISTORY     - 1980     GOOD             NGS
 DS0318
 DS0318                          STATION DESCRIPTION
 DS0318
 DS0318'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 DS0318'5.7 MI S FROM THREE RIVERS.
 DS0318'5.7 MILES SOUTH ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 DS0318'STATION AT THREE RIVERS, OTERO COUNTY, AT SALINAS, OPPOSITE A
 DS0318'SIGNBOARD, 66 FEET NORTH OF THE THIRD POLE NORTH OF MILEPOST 1407, 100
 DS0318'FEET WEST OF THE CENTERLINE OF THE TRACK, AND 1 FOOT EAST OF THE
 DS0318'RIGHT-OF-WAY FENCE.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP,
 DS0318'STAMPED 4471 AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE
 DS0318'PROJECTING 9 INCHES ABOVE GROUND.
 DS0318
 DS0318                          STATION RECOVERY (1980)
 DS0318
 DS0318'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DS0318'0.1 KM (0.05 MI) EAST ALONG HIGUERA AVENUE FROM THE POST OFFICE IN
 DS0318'TULAROSA, THENCE 18.7 KM (11.6 MI) NORTHERLY ALONG U.S. HIGHWAY 54,
 DS0318'0.6 KM (0.4 MI) NORTH OF MILEPOST 91, 3-1/2 POLES NORTH OF RAILROAD
 DS0318'MILEPOST 1407, 29.9 METERS (98.0 FT) EAST OF THE CENTERLINE OF THE
 DS0318'HIGHWAY, 29.9 METERS (98.0 FT) WEST OF THE NEAR RAIL OF THE SOUTHERN
 DS0318'PACIFIC RAILROAD, 20.1 METERS (66.0 FT) NORTH OF UTILITY POLE NUMBER
 DS0318'22 FT AND 0.8 METER (2.5 FT) EAST-SOUTHEAST OF UTILITY POLE NUMBER 2.
 DS0318'THE MARK IS 0.5 METERS  N FROM A WITNESS POST.
 DS0318'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0909 ***********************************************************************
 DS0909  DESIGNATION -  4475.8
 DS0909  PID         -  DS0909
 DS0909  STATE/COUNTY-  NM/SIERRA
 DS0909  USGS QUAD   -  WILLIAMSBURG (1980)
 DS0909
 DS0909                         *CURRENT SURVEY CONTROL
 DS0909  ___________________________________________________________________
 DS0909* NAD 83(1986)-  33 00 03.     (N)    107 18 55.     (W)     SCALED    
 DS0909* NAVD 88     -      1364.893  (meters)    4477.99   (feet)  ADJUSTED  
 DS0909  ___________________________________________________________________
 DS0909  GEOID HEIGHT-         -23.56  (meters)                     GEOID03
 DS0909  DYNAMIC HT  -        1362.857 (meters)    4471.31  (feet)  COMP
 DS0909  MODELED GRAV-     979,099.5   (mgal)                       NAVD 88
 DS0909
 DS0909  VERT ORDER  -  FIRST     CLASS II
 DS0909
 DS0909.The horizontal coordinates were scaled from a topographic map and have
 DS0909.an estimated accuracy of +/- 6 seconds.
 DS0909
 DS0909.The orthometric height was determined by differential leveling
 DS0909.and adjusted by the National Geodetic Survey in June 1991..
 DS0909
 DS0909.The geoid height was determined by GEOID03.
 DS0909
 DS0909.The dynamic height is computed by dividing the NAVD 88
 DS0909.geopotential number by the normal gravity value computed on the
 DS0909.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0909.degrees latitude (g = 980.6199 gals.).
 DS0909
 DS0909.The modeled gravity was interpolated from observed gravity values.
 DS0909
 DS0909;                    North         East    Units  Estimated Accuracy
 DS0909;SPC NM W     -   221,970.      878,410.      MT  (+/- 180 meters Scaled)
 DS0909
 DS0909                          SUPERSEDED SURVEY CONTROL
 DS0909
 DS0909.No superseded survey control is available for this station.
 DS0909
 DS0909_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBS836537(NAD 83)
 DS0909_MARKER: DB = BENCH MARK DISK
 DS0909_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0909_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0909_PROJECTION: PROJECTING
 DS0909_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0909+STABILITY: SURFACE MOTION
 DS0909_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS0909+SATELLITE: SATELLITE OBSERVATIONS - August 04, 1999
 DS0909
 DS0909  HISTORY     - Date     Condition        Report By
 DS0909  HISTORY     - UNK      MONUMENTED       NMGS
 DS0909  HISTORY     - 1953     GOOD             NGS
 DS0909  HISTORY     - 1980     GOOD             NGS
 DS0909  HISTORY     - 19990804 GOOD             NGS
 DS0909
 DS0909                          STATION DESCRIPTION
 DS0909
 DS0909'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 DS0909'10.0 MI S FROM HOT SPRINGS.
 DS0909'10.0 MILES SOUTH ALONG U. S. HIGHWAY 85 FROM THE NORTHWEST ENTRANCE TO
 DS0909'THE CARRIE TINGLE CHILDRENS HOSPITAL AT HOT SPRINGS, 1.45 MILES
 DS0909'NORTHWEST OF A BRIDGE, 0.15 MILE NORTH OF A CUT, 74 1/2 FEET WEST OF
 DS0909'THE CENTER LINE OF THE HIGHWAY, 0.6 FOOT WEST OF THE WEST RIGHT-OF-WAY
 DS0909'FENCE, 1.0 FOOT EAST OF A REFERENCE POST, AND SET IN THE TOP OF A
 DS0909'CONCRETE POST PROJECTING 0.7 FOOT ABOVE THE GROUND.  NOTE-- HOT
 DS0909'SPRINGS N.M. HAS BEEN RENAMED TRUTH OR CONSEQUENCES N.M.
 DS0909
 DS0909                          STATION RECOVERY (1980)
 DS0909
 DS0909'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DS0909'4.2 KILOMETERS (2.6 MILES) NORTH AND NORTHEAST ALONG U.S HIGHWAY 85
 DS0909'FROM THE POST OFFICE IN CABALLO, 0.5 KILOMETER (0.3 MILE) SOUTH OF
 DS0909'HIGHWAY MILE POST 66, 22.7 METERS (74.5 FEET) WEST OF THE CENTER
 DS0909'LINE OF THE HIGHWAY, 5.6 METERS (18.5 FEET) SOUTH OF POWER POLE
 DS0909'NUMBER 41 AND 0.2 METER (0.6 FOOT) EAST OF A RIGHT OF WAY FENCE.
 DS0909'THE MARK IS 0.8 METERS  N FROM A WITNESS POST.
 DS0909'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
 DS0909
 DS0909                          STATION RECOVERY (1999)
 DS0909
 DS0909'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (DW)
 DS0909'STATION IS 4.3 MILES S OF CROSSING OF PALOMAS CREEK IN LAS PALOMAS
 DS0909'ALONG ROUTE NM 187 (FORMER US 85), 3.5 MILES OF INTERSECTION WITH NM
 DS0909'152 AND AT MILEPOST 28.1.  IT IS IMMEDIATELY E OF ABANDONED REST AREA
 DS0909'ON INTERSTATE 25.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CF0055 ***********************************************************************
 CF0055  DESIGNATION -  4496
 CF0055  PID         -  CF0055
 CF0055  STATE/COUNTY-  NM/HIDALGO
 CF0055  USGS QUAD   -  BEACON HILL (1982)
 CF0055
 CF0055                         *CURRENT SURVEY CONTROL
 CF0055  ___________________________________________________________________
 CF0055* NAD 83(1986)-  31 57 23.     (N)    108 42 53.     (W)     SCALED    
 CF0055* NAVD 88     -      1371.12   (+/-2cm)    4498.4    (feet)  VERTCON   
 CF0055  ___________________________________________________________________
 CF0055  GEOID HEIGHT-         -25.74  (meters)                     GEOID03
 CF0055
 CF0055  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CF0055
 CF0055.The horizontal coordinates were scaled from a topographic map and have
 CF0055.an estimated accuracy of +/- 6 seconds.
 CF0055
 CF0055.The NAVD 88 height was computed by applying the VERTCON shift value to
 CF0055.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CF0055.The vertical order pertains to the NGVD 29 superseded value.
 CF0055
 CF0055.The geoid height was determined by GEOID03.
 CF0055
 CF0055;                    North         East    Units  Estimated Accuracy
 CF0055;SPC NM W     -   106,370.      746,680.      MT  (+/- 180 meters Scaled)
 CF0055
 CF0055                          SUPERSEDED SURVEY CONTROL
 CF0055
 CF0055  NGVD 29 (??/??/92) 1370.323  (m)         4495.80   (f) ADJ UNCH    2 0
 CF0055
 CF0055.Superseded values are not recommended for survey control.
 CF0055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0055.See file dsdata.txt to determine how the superseded data were derived.
 CF0055
 CF0055_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RYA159378(NAD 83)
 CF0055_MARKER: DD = SURVEY DISK
 CF0055_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CF0055_SP_SET: BRIDGE
 CF0055_STAMPING: 4496
 CF0055_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CF0055
 CF0055  HISTORY     - Date     Condition        Report By
 CF0055  HISTORY     - UNK      MONUMENTED       USGS
 CF0055  HISTORY     - 1953     GOOD             NGS
 CF0055  HISTORY     - 1981     GOOD             USGS
 CF0055
 CF0055                          STATION DESCRIPTION
 CF0055
 CF0055'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CF0055'5.5 MI E FROM ANIMAS.
 CF0055'5.5 MILES EAST ALONG THE SOUTHERN PACIFIC RAILWAY FROM THE STATION AT
 CF0055'ANIMAS, 45 FEET WEST OF THE STATION SIGN AT ANTELOPE, 6 FEET SOUTH OF
 CF0055'THE SOUTH RAIL OF THE MAIN TRACK, ABOUT LEVEL WITH THE TRACK, AND SET
 CF0055'IN THE TOP OF THE WEST END OF THE SOUTH CONCRETE HEADWALL OF BRIDGE
 CF0055'1181.33.
 CF0055
 CF0055                          STATION RECOVERY (1981)
 CF0055
 CF0055'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 CF0055'BENCH MARK IS 5.5 MILES EAST OF ANIMAS P.O ALONG STATE HIGHWAY 9, AND
 CF0055'0.05 MILE WEST OF ROAD NORTH, 280 FEET SOUTH OF CENTER OF HIGHWAY, A
 CF0055'STANDARD TABLET SET IN THE TOP OF THE SOUTH END OF THE WEST HEADWALL
 CF0055'OF A CONCRETE BRIDGE OF THE OLD RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1128 ***********************************************************************
 CX1128  DESIGNATION -  45 C
 CX1128  PID         -  CX1128
 CX1128  STATE/COUNTY-  NM/SIERRA
 CX1128  USGS QUAD   -  MC CLEDE MOUNTAIN (1985)
 CX1128
 CX1128                         *CURRENT SURVEY CONTROL
 CX1128  ___________________________________________________________________
 CX1128* NAD 83(1986)-  32 47 03.     (N)    107 32 33.     (W)     SCALED    
 CX1128* NAVD 88     -      1551.252  (meters)    5089.40   (feet)  ADJUSTED  
 CX1128  ___________________________________________________________________
 CX1128  GEOID HEIGHT-         -23.41  (meters)                     GEOID03
 CX1128  DYNAMIC HT  -        1548.919 (meters)    5081.75  (feet)  COMP
 CX1128  MODELED GRAV-     979,079.0   (mgal)                       NAVD 88
 CX1128
 CX1128  VERT ORDER  -  SECOND    CLASS 0
 CX1128
 CX1128.The horizontal coordinates were scaled from a topographic map and have
 CX1128.an estimated accuracy of +/- 6 seconds.
 CX1128
 CX1128.The orthometric height was determined by differential leveling
 CX1128.and adjusted by the National Geodetic Survey in June 1991..
 CX1128
 CX1128.The geoid height was determined by GEOID03.
 CX1128
 CX1128.The dynamic height is computed by dividing the NAVD 88
 CX1128.geopotential number by the normal gravity value computed on the
 CX1128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX1128.degrees latitude (g = 980.6199 gals.).
 CX1128
 CX1128.The modeled gravity was interpolated from observed gravity values.
 CX1128
 CX1128;                    North         East    Units  Estimated Accuracy
 CX1128;SPC NM W     -   197,860.      857,240.      MT  (+/- 180 meters Scaled)
 CX1128
 CX1128                          SUPERSEDED SURVEY CONTROL
 CX1128
 CX1128  NGVD 29 (??/??/92) 1550.519  (m)         5086.99   (f) ADJ UNCH    2 0
 CX1128
 CX1128.Superseded values are not recommended for survey control.
 CX1128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1128.See file dsdata.txt to determine how the superseded data were derived.
 CX1128
 CX1128_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBS618302(NAD 83)
 CX1128_MARKER: DD = SURVEY DISK
 CX1128_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CX1128_SP_SET: BRIDGE
 CX1128_STAMPING: 5088 45 C 1934
 CX1128_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CX1128
 CX1128  HISTORY     - Date     Condition        Report By
 CX1128  HISTORY     - 1934     MONUMENTED       USGS
 CX1128  HISTORY     - 1953     GOOD             NGS
 CX1128
 CX1128                          STATION DESCRIPTION
 CX1128
 CX1128'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CX1128'5.9 MI N FROM LAKE VALLEY.
 CX1128'5.9 MILES NORTH ALONG NEW MEXICO STATE HIGHWAY 27 FROM A VACANT STONE
 CX1128'CONOCO SERVICE STATION AT LAKE VALLEY, AT A 73-FOOT WOODEN BRIDGE OVER
 CX1128'JUARLOSA CREEK, 14 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 CX1128'ABOUT 5 FEET LOWER THAN THE HIGHWAY, AND SET IN THE TOP OF THE EAST
 CX1128'END OF THE EAST CONCRETE WINGWALL OF THE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0321 ***********************************************************************
 DS0321  DESIGNATION -  4500
 DS0321  PID         -  DS0321
 DS0321  STATE/COUNTY-  NM/OTERO
 DS0321  USGS QUAD   -  THREE RIVERS (1981)
 DS0321
 DS0321                         *CURRENT SURVEY CONTROL
 DS0321  ___________________________________________________________________
 DS0321* NAD 83(1986)-  33 16 34.     (N)    106 04 03.     (W)     SCALED    
 DS0321* NAVD 88     -      1371.790  (meters)    4500.61   (feet)  ADJUSTED  
 DS0321  ___________________________________________________________________
 DS0321  GEOID HEIGHT-         -21.91  (meters)                     GEOID03
 DS0321  DYNAMIC HT  -        1369.795 (meters)    4494.07  (feet)  COMP
 DS0321  MODELED GRAV-     979,135.7   (mgal)                       NAVD 88
 DS0321
 DS0321  VERT ORDER  -  FIRST     CLASS II
 DS0321
 DS0321.The horizontal coordinates were scaled from a topographic map and have
 DS0321.an estimated accuracy of +/- 6 seconds.
 DS0321
 DS0321.The orthometric height was determined by differential leveling
 DS0321.and adjusted by the National Geodetic Survey in June 1991..
 DS0321
 DS0321.The geoid height was determined by GEOID03.
 DS0321
 DS0321.The dynamic height is computed by dividing the NAVD 88
 DS0321.geopotential number by the normal gravity value computed on the
 DS0321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0321.degrees latitude (g = 980.6199 gals.).
 DS0321
 DS0321.The modeled gravity was interpolated from observed gravity values.
 DS0321
 DS0321;                    North         East    Units  Estimated Accuracy
 DS0321;SPC NM C     -   252,390.      517,000.      MT  (+/- 180 meters Scaled)
 DS0321
 DS0321                          SUPERSEDED SURVEY CONTROL
 DS0321
 DS0321  NGVD 29 (??/??/92) 1371.142  (m)         4498.49   (f) ADJ UNCH    1 2
 DS0321
 DS0321.Superseded values are not recommended for survey control.
 DS0321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0321.See file dsdata.txt to determine how the superseded data were derived.
 DS0321
 DS0321_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDS005824(NAD 83)
 DS0321_MARKER: DD = SURVEY DISK
 DS0321_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DS0321_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DS0321_STAMPING: 4500
 DS0321_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DS0321
 DS0321  HISTORY     - Date     Condition        Report By
 DS0321  HISTORY     - UNK      MONUMENTED       USGS
 DS0321  HISTORY     - 1957     MARK NOT FOUND   NGS
 DS0321
 DS0321                          STATION DESCRIPTION
 DS0321
 DS0321'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 DS0321'3.2 MI S FROM THREE RIVERS.
 DS0321'3.2 MILES SOUTH ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 DS0321'STATION AT THREE RIVERS, OTERO COUNTY, 2.5 MILES NORTH OF SALINAS, 60
 DS0321'FEET NORTH OF THE NINTH POLE SOUTH OF MILEPOST 1410, 100 FEET WEST OF
 DS0321'THE CENTERLINE OF THE TRACK, 65 FEET SOUTH OF BALLAST DECK BRIDGE 1409
 DS0321'B, AND 43 FEET FROM THE CORNER OF THE RIGHT-OF-WAY FENCE.  A UNITED
 DS0321'STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 4500 AND RIVETED ON THE
 DS0321'TOP OF A 3-1/2-INCH IRON PIPE PROJECTING 4 INCHES ABOVE GROUND. NOTE--
 DS0321'IT IS BELIEVED TO BE DESTROYED BY ROAD CREW IN WIDENING A DITCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS1349 ***********************************************************************
 DS1349  DESIGNATION -  4508=CASAS
 DS1349  PID         -  DS1349
 DS1349  STATE/COUNTY-  NM/SOCORRO
 DS1349  USGS QUAD   -  PARAJE WELL (1980)
 DS1349
 DS1349                         *CURRENT SURVEY CONTROL
 DS1349  ___________________________________________________________________
 DS1349* NAD 83(1992)-  33 35 42.51134(N)    107 03 35.76731(W)     ADJUSTED  
 DS1349* NAVD 88     -      1388.     (meters)    4554.     (feet)  VERTCON   
 DS1349  ___________________________________________________________________
 DS1349  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 DS1349  GEOID HEIGHT-         -22.91  (meters)                     GEOID03
 DS1349
 DS1349  HORZ ORDER  -  THIRD
 DS1349
 DS1349.The horizontal coordinates were established by classical geodetic methods
 DS1349.and adjusted by the National Geodetic Survey in December 1993..
 DS1349
 DS1349.The NAVD 88 height was computed by applying the VERTCON shift value to
 DS1349.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DS1349
 DS1349.The Laplace correction was computed from DEFLEC99 derived deflections.
 DS1349
 DS1349.The geoid height was determined by GEOID03.
 DS1349
 DS1349;                    North         East     Units Scale Factor Converg.
 DS1349;SPC NM C     -   288,046.009   424,827.722   MT  0.99996964   -0 26 53.4
 DS1349;SPC NM C     -   945,030.95  1,393,788.95   sFT  0.99996964   -0 26 53.4
 DS1349;SPC NM W     -   288,024.881   901,782.258   MT  0.99998017   +0 25 40.6
 DS1349;SPC NM W     -   944,961.63  2,958,597.29   sFT  0.99998017   +0 25 40.6
 DS1349;UTM  13      - 3,719,169.352   308,855.620   MT  1.00005045   -1 08 24.5
 DS1349
 DS1349!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS1349!SPC NM C     -   0.99978579  x   0.99996964  =   0.99975544
 DS1349!SPC NM W     -   0.99978579  x   0.99998017  =   0.99976596
 DS1349!UTM  13      -   0.99978579  x   1.00005045  =   0.99983623
 DS1349
 DS1349|---------------------------------------------------------------------|
 DS1349| PID    Reference Object                     Distance      Geod. Az  |
 DS1349|                                                           dddmmss.s |
 DS1349| CD1749 CASAS RM 1                           12.523 METERS 24156     |
 DS1349| CD1748 CASAS AZ MK                                        3124346.0 |
 DS1349| CD1750 CASAS RM 2                           10.869 METERS 33223     |
 DS1349|---------------------------------------------------------------------|
 DS1349
 DS1349                          SUPERSEDED SURVEY CONTROL
 DS1349
 DS1349  NAD 83(1986)-  33 35 42.51881(N)    107 03 35.76994(W) AD(       ) 3
 DS1349  NAD 27      -  33 35 42.27550(N)    107 03 33.66388(W) AD(       ) 3
 DS1349  NGVD 29 (07/19/86) 1387.     (m)         4551.     (f) VERT ANG       
 DS1349
 DS1349.Superseded values are not recommended for survey control.
 DS1349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS1349.See file dsdata.txt to determine how the superseded data were derived.
 DS1349
 DS1349_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT0885619169(NAD 83)
 DS1349_MARKER: P = PIPE CAP
 DS1349_SETTING: 0 = UNSPECIFIED SETTING
 DS1349
 DS1349  HISTORY     - Date     Condition        Report By
 DS1349  HISTORY     - 1954     MONUMENTED       BOR
 DS1349
 DS1349                          STATION DESCRIPTION
 DS1349
 DS1349'DESCRIBED BY US BUREAU OF RECLAMATION 1954 (WRH)
 DS1349'THE STATION IS LOCATED ON THE WEST SIDE OF THE RIO GRANDE
 DS1349'RIVER, 25 MILES, AIRLINE, SOUTHWEST OF SAN ANTONIO, 8-1/2
 DS1349'MILES NORTH OF THE SOCORRO-SIERRA COUNTY LINE ON A SMALL
 DS1349'RIDGE WHICH BREAKS OFF SHARPLY TO THE EAST.
 DS1349'
 DS1349'THE STATION MARK IS A U.S. RECLAMATION SERVICE B.M. DISK
 DS1349'STAMPED 4508 RIVETED TO THE TOP OF A 3 INCH IRON PIPE PROJECTING
 DS1349'16 INCHES.  THE MARK IS 21 FEET EAST OF THE CENTERLINE OF A
 DS1349'GRAVEL ROAD, 9.5 FEET SOUTH OF A WITNESS POST AND 6 FEET WEST
 DS1349'OF THE EAST EDGE OF THE RIDGE.
 DS1349'
 DS1349'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED CASAS USRS
 DS1349'NO 1 1954 SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST
 DS1349'WHICH PROJECTS 2 INCHES.  THE MARK IS 17 FEET WEST OF THE
 DS1349'CENTERLINE OF THE GRAVEL ROAD AND ON THE WEST SLOPE OF THE RIDGE.
 DS1349'IT IS ABOUT 3 FEET LOWER THAN THE STATION.
 DS1349'
 DS1349'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED CASAS USRS
 DS1349'NO 2 1954 SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST
 DS1349'WHICH IS FLUSH WITH THE GROUND.  THE MARK IS 30 FEET NORTHWEST
 DS1349'OF THE WITNESS POST, 16 FEET NORTHEAST OF THE CENTERLINE OF THE
 DS1349'GRAVEL ROAD, 10 FEET SOUTHWEST OF THE NORTHEAST SLOPE OF THE
 DS1349'RIDGE AND IT IS ABOUT 1 FOOT LOWER THAN THE STATION.
 DS1349'
 DS1349'THE AZIMUTH MARK IS A STANDARD DISK STAMPED CASAS USRS 1954
 DS1349'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST WHICH IS
 DS1349'FLUSH WITH THE GROUND.  THE MARK IS 9 FEET NORTH OF THE
 DS1349'CENTERLINE OF A BLADED ROAD, 4 FEET NORTHEAST OF A WIRE GATE
 DS1349'AND 1 FOOT EAST OF A NORTH-SOUTH FENCE LINE.
 DS1349'
 DS1349'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 85 AND
 DS1349'380 IN SAN ANTONIO GO SOUTH AND SOUTHWEST ON U.S. 85 FOR
 DS1349'11.35 MILES TO A RAILROAD UNDERPASS.  CONTINUE ON THE HIGHWAY
 DS1349'FOR 12.85 MILES TO CROSSROADS AT THE FORT CRAIG HISTORICAL MARKER
 DS1349'ON THE LEFT.  CONTINUE SOUTHWEST ON THE HIGHWAY FOR 1.45
 DS1349'MILES TO A T-ROAD LEFT.  TURN LEFT THROUGH A WIRE GATE AND
 DS1349'FOLLOW A BLADED ROAD EASTERLY FOR 4.3 MILES TO A WIRE GATE AND
 DS1349'THE AZIMUTH MARK ON THE LEFT.  FROM THE AZIMUTH MARK GO
 DS1349'THROUGH THE WIRE GATE AND CONTINUE ON THE MAIN ROAD FOR 0.25
 DS1349'MILE TO A FORK AT THE EDGE OF A MESA.  TAKE THE RIGHT FORK
 DS1349'OFF THE BLADED ROAD AND FOLLOW A TRACK ROAD ALONG THE TOP OF A
 DS1349'RIDGE FOR 0.2 MILE TO THE STATION ON THE LEFT.
 DS1349'
 DS1349'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CF0035 ***********************************************************************
 CF0035  DESIGNATION -  4514
 CF0035  PID         -  CF0035
 CF0035  STATE/COUNTY-  NM/GRANT
 CF0035  USGS QUAD   -  HACHITA (1982)
 CF0035
 CF0035                         *CURRENT SURVEY CONTROL
 CF0035  ___________________________________________________________________
 CF0035* NAD 83(1986)-  31 57 06.     (N)    108 20 38.     (W)     SCALED    
 CF0035* NAVD 88     -      1376.53   (+/-2cm)    4516.2    (feet)  VERTCON   
 CF0035  ___________________________________________________________________
 CF0035  GEOID HEIGHT-         -25.15  (meters)                     GEOID03
 CF0035
 CF0035  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CF0035
 CF0035.The horizontal coordinates were scaled from a topographic map and have
 CF0035.an estimated accuracy of +/- 6 seconds.
 CF0035
 CF0035.The NAVD 88 height was computed by applying the VERTCON shift value to
 CF0035.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CF0035.The vertical order pertains to the NGVD 29 superseded value.
 CF0035
 CF0035.The geoid height was determined by GEOID03.
 CF0035
 CF0035;                    North         East    Units  Estimated Accuracy
 CF0035;SPC NM W     -   105,620.      781,730.      MT  (+/- 180 meters Scaled)
 CF0035
 CF0035                          SUPERSEDED SURVEY CONTROL
 CF0035
 CF0035  NGVD 29 (??/??/92) 1375.770  (m)         4513.67   (f) ADJ UNCH    2 0
 CF0035
 CF0035.Superseded values are not recommended for survey control.
 CF0035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0035.See file dsdata.txt to determine how the superseded data were derived.
 CF0035
 CF0035_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RYA510381(NAD 83)
 CF0035_MARKER: P = PIPE CAP
 CF0035_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CF0035_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CF0035_STAMPING: 4514
 CF0035_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CF0035
 CF0035  HISTORY     - Date     Condition        Report By
 CF0035  HISTORY     - UNK      MONUMENTED       USGS
 CF0035  HISTORY     - 1953     GOOD             NGS
 CF0035
 CF0035                          STATION DESCRIPTION
 CF0035
 CF0035'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CF0035'2.7 MI NW FROM HACHITA.
 CF0035'2.7 MILES NORTHWEST ALONG NEW MEXICO STATE HIGHWAY 81 FROM THE
 CF0035'SOUTHERN PACIFIC RAILWAY STATION AT HACHITA, 28 FEET SOUTHWEST OF THE
 CF0035'CENTER LINE OF THE HIGHWAY, 3.0 FEET NORTHEAST OF A WITNESS POST,
 CF0035'ABOUT LEVEL WITH THE HIGHWAY, AND RIVETED ON THE TOP OF A 3 1/2-INCH
 CF0035'IRON PIPE PROJECTING 1.0 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0309 ***********************************************************************
 DS0309  DESIGNATION -  4515
 DS0309  PID         -  DS0309
 DS0309  STATE/COUNTY-  NM/OTERO
 DS0309  USGS QUAD   -  TULAROSA (1982)
 DS0309
 DS0309                         *CURRENT SURVEY CONTROL
 DS0309  ___________________________________________________________________
 DS0309* NAD 83(1986)-  33 04 22.     (N)    106 00 59.     (W)     SCALED    
 DS0309* NAVD 88     -      1376.443  (meters)    4515.88   (feet)  ADJUSTED  
 DS0309  ___________________________________________________________________
 DS0309  GEOID HEIGHT-         -22.01  (meters)                     GEOID03
 DS0309  DYNAMIC HT  -        1374.415 (meters)    4509.23  (feet)  COMP
 DS0309  MODELED GRAV-     979,116.9   (mgal)                       NAVD 88
 DS0309
 DS0309  VERT ORDER  -  FIRST     CLASS II
 DS0309
 DS0309.The horizontal coordinates were scaled from a topographic map and have
 DS0309.an estimated accuracy of +/- 6 seconds.
 DS0309
 DS0309.The orthometric height was determined by differential leveling
 DS0309.and adjusted by the National Geodetic Survey in June 1991..
 DS0309
 DS0309.The geoid height was determined by GEOID03.
 DS0309
 DS0309.The dynamic height is computed by dividing the NAVD 88
 DS0309.geopotential number by the normal gravity value computed on the
 DS0309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0309.degrees latitude (g = 980.6199 gals.).
 DS0309
 DS0309.The modeled gravity was interpolated from observed gravity values.
 DS0309
 DS0309;                    North         East    Units  Estimated Accuracy
 DS0309;SPC NM C     -   229,850.      521,810.      MT  (+/- 180 meters Scaled)
 DS0309
 DS0309                          SUPERSEDED SURVEY CONTROL
 DS0309
 DS0309  NGVD 29 (??/??/92) 1375.823  (m)         4513.85   (f) ADJ UNCH    1 2
 DS0309
 DS0309.Superseded values are not recommended for survey control.
 DS0309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0309.See file dsdata.txt to determine how the superseded data were derived.
 DS0309
 DS0309_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDS051598(NAD 83)
 DS0309_MARKER: DD = SURVEY DISK
 DS0309_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DS0309_SP_SET: STEP
 DS0309_STAMPING: 4515
 DS0309_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DS0309
 DS0309  HISTORY     - Date     Condition        Report By
 DS0309  HISTORY     - UNK      MONUMENTED       USGS
 DS0309  HISTORY     - 1934     GOOD             NGS
 DS0309  HISTORY     - 1974     GOOD             USGS
 DS0309  HISTORY     - 1980     GOOD             NGS
 DS0309
 DS0309                          STATION DESCRIPTION
 DS0309
 DS0309'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DS0309'IN TULAROSA.
 DS0309'AT TULAROSA, OTERO COUNTY, AT THE CORNER OF THIRD AND G STREETS, AT
 DS0309'THE WEST APPROACH TO THE POST OFFICE, AND IN THE TOP OF THE NORTH END
 DS0309'OF THE STONE STEP.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 DS0309'STAMPED 4515.  NOTE-- BM IS AT THE CORNER OF THIRD AND GRANDO STREETS
 DS0309'IN THE TOP OF THE NORTH END OF STEP AT WEST APPROACH OF THE SECURITY
 DS0309'BANK.
 DS0309
 DS0309                          STATION RECOVERY (1974)
 DS0309
 DS0309'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 DS0309'RECOVERED IN GOOD CONDITION.
 DS0309
 DS0309                          STATION RECOVERY (1980)
 DS0309
 DS0309'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DS0309'IN TULAROSA, IN TOP OF THE NORTH END OF THE TOP STEP OF THE EAST
 DS0309'ENTRANCE TO THE SHERMAN FLORAL SHOP, AT THE NORTHEAST CORNER OF
 DS0309'3RD STREET AND GRANADO STREET, 11.9 METERS (39.0 FT) NORTHWEST
 DS0309'OF THE CENTER OF GRANADO STREET, 11.0 METERS (36.0 FT) NORTHEAST
 DS0309'OF THE CENTER OF 3RD STREET, 0.3 METER (1.0 FT) EAST OF THE EAST
 DS0309'EDGE OF THE ENTRANCE DOOR AND 0.1 METER (0.3 FT) SOUTH OF THE
 DS0309'SOUTH FACE OF THE ENTRANCE TO THE SHOP.
 DS0309'THE MARK IS 0.3 M ABOVE THE STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CF0010 ***********************************************************************
 CF0010  DESIGNATION -  4519
 CF0010  PID         -  CF0010
 CF0010  STATE/COUNTY-  NM/GRANT
 CF0010  USGS QUAD   -  HACHITA (1982)
 CF0010
 CF0010                         *CURRENT SURVEY CONTROL
 CF0010  ___________________________________________________________________
 CF0010* NAD 83(1986)-  31 55 58.     (N)    108 22 27.     (W)     SCALED    
 CF0010* NAVD 88     -      1378.06   (+/-2cm)    4521.2    (feet)  VERTCON   
 CF0010  ___________________________________________________________________
 CF0010  GEOID HEIGHT-         -25.17  (meters)                     GEOID03
 CF0010
 CF0010  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CF0010
 CF0010.The horizontal coordinates were scaled from a topographic map and have
 CF0010.an estimated accuracy of +/- 6 seconds.
 CF0010
 CF0010.The NAVD 88 height was computed by applying the VERTCON shift value to
 CF0010.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CF0010.The vertical order pertains to the NGVD 29 superseded value.
 CF0010
 CF0010.The geoid height was determined by GEOID03.
 CF0010
 CF0010;                    North         East    Units  Estimated Accuracy
 CF0010;SPC NM W     -   103,540.      778,860.      MT  (+/- 180 meters Scaled)
 CF0010
 CF0010                          SUPERSEDED SURVEY CONTROL
 CF0010
 CF0010  NGVD 29 (??/??/92) 1377.289  (m)         4518.66   (f) ADJ UNCH    2 0
 CF0010
 CF0010.Superseded values are not recommended for survey control.
 CF0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0010.See file dsdata.txt to determine how the superseded data were derived.
 CF0010
 CF0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RYA482359(NAD 83)
 CF0010_MARKER: P = PIPE CAP
 CF0010_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CF0010_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CF0010_STAMPING: 4519
 CF0010_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CF0010
 CF0010  HISTORY     - Date     Condition        Report By
 CF0010  HISTORY     - UNK      MONUMENTED       USGS
 CF0010  HISTORY     - 1953     GOOD             NGS
 CF0010
 CF0010                          STATION DESCRIPTION
 CF0010
 CF0010'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CF0010'3.3 MI W FROM HACHITA.
 CF0010'3.3 MILES WEST ALONG THE SOUTHERN PACIFIC RAILWAY FROM THE STATION AT
 CF0010'HACHITA, 66 FEET SOUTHEAST OF THE 1ST POLE EAST OF MILEPOST 1203, 44
 CF0010'FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE MAIN TRACK, 3.0 FEET
 CF0010'NORTHWEST OF A WITNESS POST, ABOUT LEVEL WITH THE TRACK, AND RIVETED
 CF0010'ON THE TOP OF A 3 1/2-INCH IRON PIPE PROJECTING 1.0 FOOT ABOVE THE
 CF0010'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0164 ***********************************************************************
 CX0164  DESIGNATION -  452
 CX0164  PID         -  CX0164
 CX0164  STATE/COUNTY-  NM/DONA ANA
 CX0164  USGS QUAD   -  HEART OF THE SANDS NW (1982)
 CX0164
 CX0164                         *CURRENT SURVEY CONTROL
 CX0164  ___________________________________________________________________
 CX0164* NAD 83(1986)-  32 54 27.     (N)    106 23 19.     (W)     SCALED    
 CX0164* NAVD 88     -      1192.395  (meters)    3912.05   (feet)  ADJUSTED  
 CX0164  ___________________________________________________________________
 CX0164  GEOID HEIGHT-         -23.33  (meters)                     GEOID03
 CX0164  DYNAMIC HT  -        1190.661 (meters)    3906.36  (feet)  COMP
 CX0164  MODELED GRAV-     979,143.5   (mgal)                       NAVD 88
 CX0164
 CX0164  VERT ORDER  -  SECOND    CLASS 0
 CX0164
 CX0164.The horizontal coordinates were scaled from a topographic map and have
 CX0164.an estimated accuracy of +/- 6 seconds.
 CX0164
 CX0164.The orthometric height was determined by differential leveling
 CX0164.and adjusted by the National Geodetic Survey in June 1991..
 CX0164
 CX0164.The geoid height was determined by GEOID03.
 CX0164
 CX0164.The dynamic height is computed by dividing the NAVD 88
 CX0164.geopotential number by the normal gravity value computed on the
 CX0164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0164.degrees latitude (g = 980.6199 gals.).
 CX0164
 CX0164.The modeled gravity was interpolated from observed gravity values.
 CX0164
 CX0164;                    North         East    Units  Estimated Accuracy
 CX0164;SPC NM C     -   211,500.      487,030.      MT  (+/- 180 meters Scaled)
 CX0164
 CX0164                          SUPERSEDED SURVEY CONTROL
 CX0164
 CX0164  NGVD 29 (??/??/92) 1191.786  (m)         3910.05   (f) ADJ UNCH    2 0
 CX0164
 CX0164.Superseded values are not recommended for survey control.
 CX0164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0164.See file dsdata.txt to determine how the superseded data were derived.
 CX0164
 CX0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS701418(NAD 83)
 CX0164_MARKER: DE = TRAVERSE STATION DISK
 CX0164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX0164_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CX0164_STAMPING: 452
 CX0164_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX0164+STABILITY: SURFACE MOTION
 CX0164
 CX0164  HISTORY     - Date     Condition        Report By
 CX0164  HISTORY     - UNK      MONUMENTED       WSMR
 CX0164  HISTORY     - 1966     GOOD             NGS
 CX0164
 CX0164                          STATION DESCRIPTION
 CX0164
 CX0164'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 CX0164'23.1 MI SE FROM RHODES CANYON RANGE CENTER.
 CX0164'ABOUT 4.0 MILES SOUTHEAST ALONG WHITE SANDS MISSILE RANGE ROUTE 6 FROM
 CX0164'THE HEADQUARTERS BUILDING AT RHODES CANYON RANGE CENTER, THENCE 3.1
 CX0164'MILES SOUTH ALONG WHITE SANDS MISSILE RANGE ROUTE 304, THENCE 13.55
 CX0164'MILES SOUTH ALONG A BLADED DIRT ROAD, THENCE 2.45 MILES NORTHEAST
 CX0164'ALONG WHITE SANDS MISSILE RANGE ROUTE 303, IN S 24, T 16 S, R 5 E, 276
 CX0164'FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 6.0 FEET SOUTHWEST OF A
 CX0164'WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF
 CX0164'A CONCRETE POST PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0315 ***********************************************************************
 DS0315  DESIGNATION -  4520
 DS0315  PID         -  DS0315
 DS0315  STATE/COUNTY-  NM/OTERO
 DS0315  USGS QUAD   -  TULAROSA NE (1982)
 DS0315
 DS0315                         *CURRENT SURVEY CONTROL
 DS0315  ___________________________________________________________________
 DS0315* NAD 83(1992)-  33 10 49.09978(N)    106 03 06.90165(W)     ADJUSTED  
 DS0315* NAVD 88     -      1377.812  (meters)    4520.37   (feet)  ADJUSTED  
 DS0315  ___________________________________________________________________
 DS0315  LAPLACE CORR-           8.99  (seconds)                    DEFLEC99
 DS0315  GEOID HEIGHT-         -22.04  (meters)                     GEOID03
 DS0315  DYNAMIC HT  -        1375.793 (meters)    4513.75  (feet)  COMP
 DS0315  MODELED GRAV-     979,123.9   (mgal)                       NAVD 88
 DS0315
 DS0315  HORZ ORDER  -  SECOND
 DS0315  VERT ORDER  -  FIRST     CLASS II
 DS0315
 DS0315.The horizontal coordinates were established by classical geodetic methods
 DS0315.and adjusted by the National Geodetic Survey in December 1993..
 DS0315
 DS0315.The orthometric height was determined by differential leveling
 DS0315.and adjusted by the National Geodetic Survey in June 1991..
 DS0315
 DS0315.The Laplace correction was computed from DEFLEC99 derived deflections.
 DS0315
 DS0315.The geoid height was determined by GEOID03.
 DS0315
 DS0315.The dynamic height is computed by dividing the NAVD 88
 DS0315.geopotential number by the normal gravity value computed on the
 DS0315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0315.degrees latitude (g = 980.6199 gals.).
 DS0315
 DS0315.The modeled gravity was interpolated from observed gravity values.
 DS0315
 DS0315;                    North         East     Units Scale Factor Converg.
 DS0315;SPC NM C     -   241,763.990   518,471.905   MT  0.99990421   +0 06 30.3
 DS0315;SPC NM C     -   793,187.36  1,701,019.91   sFT  0.99990421   +0 06 30.3
 DS0315;UTM  13      - 3,671,768.626   401,932.417   MT  0.99971857   -0 34 32.6
 DS0315
 DS0315!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS0315!SPC NM C     -   0.99978719  x   0.99990421  =   0.99969142
 DS0315!UTM  13      -   0.99978719  x   0.99971857  =   0.99950582
 DS0315
 DS0315                          SUPERSEDED SURVEY CONTROL
 DS0315
 DS0315  NAD 83(1986)-  33 10 49.10753(N)    106 03 06.90453(W) AD(       ) 2
 DS0315  NAD 27      -  33 10 48.82000(N)    106 03 04.93420(W) AD(       ) 2
 DS0315  NGVD 29 (??/??/92) 1377.140  (m)         4518.17   (f) ADJ UNCH    1 2
 DS0315
 DS0315.Superseded values are not recommended for survey control.
 DS0315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0315.See file dsdata.txt to determine how the superseded data were derived.
 DS0315
 DS0315_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDS0193271769(NAD 83)
 DS0315_MARKER: DD = SURVEY DISK
 DS0315_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DS0315_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DS0315_STAMPING: 4520
 DS0315_PROJECTION: PROJECTING 61 CENTIMETERS
 DS0315_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DS0315_ROD/PIPE-DEPTH: 1.4  meters
 DS0315
 DS0315  HISTORY     - Date     Condition        Report By
 DS0315  HISTORY     - UNK      MONUMENTED       USGS
 DS0315  HISTORY     - 1957     POOR             NGS
 DS0315  HISTORY     - 1980     GOOD             NGS
 DS0315
 DS0315                          STATION DESCRIPTION
 DS0315
 DS0315'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 DS0315'7.4 MI N FROM TULAROSA.
 DS0315'7.4 MILES NORTH ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 DS0315'STATION AT TULAROSA, OTERO COUNTY, AT TEMPORAL, 115 FEET SOUTH OF A
 DS0315'SECTION HOUSE, 90 FEET NORTH OF THE FIRST POLE NORTH OF MILEPOST 1403,
 DS0315'AND 100 FEET WEST OF THE CENTERLINE OF THE TRACK.  A UNITED STATES
 DS0315'GEOLOGICAL SURVEY STANDARD CAP, STAMPED 4520 AND RIVETED ON THE TOP OF
 DS0315'A 3-1/2-INCH IRON PIPE PROJECTING 2 FEET ABOVE GROUND. NOTE-- THE
 DS0315'SECTION HOUSE DESCRIBED IN THE 1933 DESCRIPTION HAS BEEN REMOVED.
 DS0315
 DS0315                          STATION RECOVERY (1980)
 DS0315
 DS0315'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DS0315'0.1 KM (0.05 MI) EAST ALONG HIGUERA AVENUE FROM THEN POST OFFICE IN
 DS0315'TULAROSA, THENCE 11.9 KM (7.4 MI) NORTHERLY ALONG U.S. HIGHWAY 54,
 DS0315'0.4 KM (0.25 MI) NORTH OF MILEPOST 87, 1-1/2 POLES NORTH OF RAILROAD
 DS0315'MILEPOST 1403, 32.0 METERS (105.0 FT) EAST OF THE CENTERLINE OF
 DS0315'THE HIGHWAY, 30.5 METERS (100.0 FT) WEST OF THE NEAR RAIL OF THE
 DS0315'SOUTHERN PACIFIC RAILROAD, 27.4 METERS (90.0 FT) NORTH OF A UTILITY
 DS0315'POLE, 2.1 METERS (7.0 FT) NORTHEAST OF A UTILITY POLE AND 0.9 METER
 DS0315'(3.0 FT) SOUTHWEST OF A 4 BY 4 INCH WOODEN WITNESS POST.  NOTE=
 DS0315'MARK IS LEANING TO THE SOUTHWEST BUT IS SOLID IN PLACE.
 DS0315'THE MARK IS 0.8 METERS  NW FROM A WITNESS POST.
 DS0315'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0238 ***********************************************************************
 CY0238  DESIGNATION -  4522
 CY0238  PID         -  CY0238
 CY0238  STATE/COUNTY-  NM/GRANT
 CY0238  USGS QUAD   -  CLIFF (1990)
 CY0238
 CY0238                         *CURRENT SURVEY CONTROL
 CY0238  ___________________________________________________________________
 CY0238* NAD 83(1986)-  32 58 00.     (N)    108 36 59.     (W)     SCALED    
 CY0238* NAVD 88     -      1378.986  (meters)    4524.22   (feet)  POSTED    
 CY0238  ___________________________________________________________________
 CY0238  GEOID HEIGHT-         -24.54  (meters)                     GEOID03
 CY0238  DYNAMIC HT  -        1376.920 (meters)    4517.44  (feet)  COMP
 CY0238  MODELED GRAV-     979,091.1   (mgal)                       NAVD 88
 CY0238
 CY0238  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 CY0238
 CY0238.The horizontal coordinates were scaled from a topographic map and have
 CY0238.an estimated accuracy of +/- 6 seconds.
 CY0238
 CY0238.The orthometric height was determined by differential leveling
 CY0238.and adjusted by the National Geodetic Survey in 1992..
 CY0238.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 CY0238.rate of 0.0 thru 1.0 mm/km.
 CY0238
 CY0238.The geoid height was determined by GEOID03.
 CY0238
 CY0238.The dynamic height is computed by dividing the NAVD 88
 CY0238.geopotential number by the normal gravity value computed on the
 CY0238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0238.degrees latitude (g = 980.6199 gals.).
 CY0238
 CY0238.The modeled gravity was interpolated from observed gravity values.
 CY0238
 CY0238;                    North         East    Units  Estimated Accuracy
 CY0238;SPC NM W     -   218,330.      756,800.      MT  (+/- 180 meters Scaled)
 CY0238
 CY0238                          SUPERSEDED SURVEY CONTROL
 CY0238
 CY0238  NGVD 29 (??/??/92) 1378.165  (m)         4521.53   (f) ADJ UNCH    1 2
 CY0238
 CY0238.Superseded values are not recommended for survey control.
 CY0238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0238.See file dsdata.txt to determine how the superseded data were derived.
 CY0238
 CY0238_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYB227501(NAD 83)
 CY0238_MARKER: DD = SURVEY DISK
 CY0238_SETTING: 80 = SET IN A BOULDER
 CY0238_SP_SET: BOULDER
 CY0238_STAMPING: 4522 PHNX
 CY0238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0238+STABILITY: SURFACE MOTION
 CY0238
 CY0238  HISTORY     - Date     Condition        Report By
 CY0238  HISTORY     - UNK      MONUMENTED       USGS
 CY0238  HISTORY     - 1934     GOOD             NGS
 CY0238  HISTORY     - 1980     MARK NOT FOUND   NGS
 CY0238
 CY0238                          STATION DESCRIPTION
 CY0238
 CY0238'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CY0238'0.5 MI N FROM CLIFF.
 CY0238'0.5 MI NORTH OF THE POST OFFICE.  ALONG STATE HWY NO. 11.  ON STATE
 CY0238'HWY NO. 11, ABOUT 0.1 MI NORTHWEST OF A RED CHURCH, AND ABOUT 100 YDS
 CY0238'SOUTHEAST OF A GREEN RANCH HOUSE.  ABOUT 72 FEET SOUTHEAST OF A GATE
 CY0238'IN A FENCE, 37 FEET SOUTHWEST OF THE CENTER LINE OF THE HWY, AND ABOUT
 CY0238'2 FEET SOUTHWEST OF THE FENCE LINE.  ALUMINUM TABLET CEMENTED IN TOP
 CY0238'OF LAVA BOULDER 10 IN. X 15 IN. AND 5 IN. ABOVE THE GROUND SURFACE.
 CY0238
 CY0238                          STATION RECOVERY (1980)
 CY0238
 CY0238'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CY0238'NOTE=THE ROAD HAS BEEN WIDENED. A THOROUGH SEARCH WAS MADE
 CY0238'FOR THIS MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0582 ***********************************************************************
 DS0582  DESIGNATION -  4531.24
 DS0582  PID         -  DS0582
 DS0582  STATE/COUNTY-  NM/SOCORRO
 DS0582  USGS QUAD   -  SAN ANTONIO (1981)
 DS0582
 DS0582                         *CURRENT SURVEY CONTROL
 DS0582  ___________________________________________________________________
 DS0582* NAD 83(1986)-  33 53 24.     (N)    106 52 12.     (W)     SCALED    
 DS0582* NAVD 88     -      1381.732  (meters)    4533.23   (feet)  ADJUSTED  
 DS0582  ___________________________________________________________________
 DS0582  GEOID HEIGHT-         -22.49  (meters)                     GEOID03
 DS0582  DYNAMIC HT  -        1379.752 (meters)    4526.74  (feet)  COMP
 DS0582  MODELED GRAV-     979,156.2   (mgal)                       NAVD 88
 DS0582
 DS0582  VERT ORDER  -  FIRST     CLASS II
 DS0582
 DS0582.The horizontal coordinates were scaled from a topographic map and have
 DS0582.an estimated accuracy of +/- 6 seconds.
 DS0582
 DS0582.The orthometric height was determined by differential leveling
 DS0582.and adjusted by the National Geodetic Survey in June 1991..
 DS0582.WARNING-Repeat measurements at this control monument indicate possible
 DS0582.vertical movement.
 DS0582
 DS0582.The geoid height was determined by GEOID03.
 DS0582
 DS0582.The dynamic height is computed by dividing the NAVD 88
 DS0582.geopotential number by the normal gravity value computed on the
 DS0582.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0582.degrees latitude (g = 980.6199 gals.).
 DS0582
 DS0582.The modeled gravity was interpolated from observed gravity values.
 DS0582
 DS0582;                    North         East    Units  Estimated Accuracy
 DS0582;SPC NM C     -   320,630.      442,650.      MT  (+/- 180 meters Scaled)
 DS0582
 DS0582                          SUPERSEDED SURVEY CONTROL
 DS0582
 DS0582  NGVD 29 (??/??/92) 1381.038  (m)         4530.96   (f) ADJ UNCH    1 2
 DS0582
 DS0582.Superseded values are not recommended for survey control.
 DS0582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0582.See file dsdata.txt to determine how the superseded data were derived.
 DS0582
 DS0582_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT270515(NAD 83)
 DS0582_MARKER: P = PIPE CAP
 DS0582_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DS0582_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DS0582_STAMPING: 4531.24 4531.24 6 3 31
 DS0582_PROJECTION: PROJECTING 30 CENTIMETERS
 DS0582_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DS0582_ROD/PIPE-DEPTH: 1.2  meters
 DS0582
 DS0582  HISTORY     - Date     Condition        Report By
 DS0582  HISTORY     - UNK      MONUMENTED       MRGCD
 DS0582  HISTORY     - 1950     GOOD             NGS
 DS0582  HISTORY     - 1966     MARK NOT FOUND   NGS
 DS0582  HISTORY     - 1980     GOOD             NGS
 DS0582
 DS0582                          STATION DESCRIPTION
 DS0582
 DS0582'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 DS0582'1.4 MI S FROM SAN ANTONIO.
 DS0582'1.4 MILES SOUTH ALONG U.S. HIGHWAY 85 FROM THE ATCHISON, TOPEKA AND
 DS0582'SANTA FE RAILROAD STATION AT SAN ANTONIO, AT A ROAD CROSSING, 59 FEET
 DS0582'NORTH OF THE CENTER LINE OF AN EAST AND WEST ROAD, 49 FEET WEST OF THE
 DS0582'WEST RAIL OF THE RAILROAD, 43 FEET EAST OF THE CENTER LINE OF THE
 DS0582'HIGHWAY, 5.5 FEET WEST OF A POLE, 1.2 FEET EAST OF A FENCE, 1.3 FEET
 DS0582'SOUTHWEST OF A WITNESS POST, A BRONZE CAP RIVETED ON THE TOP OF AN
 DS0582'IRON PIPE WHICH PROJECTS 1.0 FOOT ABOVE THE GROUND.
 DS0582
 DS0582                          STATION RECOVERY (1966)
 DS0582
 DS0582'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 DS0582'MARK NOT FOUND.
 DS0582
 DS0582                          STATION RECOVERY (1980)
 DS0582
 DS0582'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DS0582'0.2 KILOMETER (0.1 MILE) EAST ALONG U.S. HIGHWAY 380 FROM THE POST
 DS0582'OFFICE IN SAN ANTONIO, THENCE 3.4 KILOMETERS (2.1 MILES) SOUTH ALONG
 DS0582'STATE HIGHWAY 1, AT A GRAVEL ROAD CROSSING, BETWEEN THE HIGHWAY AND
 DS0582'THE ATCHISON, TOPEKA AND SANTA FE RAILROAD, 20.4 METERS (67.0 FEET)
 DS0582'NORTH OF THE CENTER OF THE ROAD, 14.9 METERS (49.0 FEET) WEST OF THE
 DS0582'WEST RAIL, 13.1 METERS (43.0 FEET) EAST OF THE CENTER LINE OF THE
 DS0582'HIGHWAY AND 1.7 METERS (5.5 FEET) WEST OF A TELEPHONE POLE.
 DS0582'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 DS0582'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0583 ***********************************************************************
 DS0583  DESIGNATION -  4533
 DS0583  PID         -  DS0583
 DS0583  STATE/COUNTY-  NM/SOCORRO
 DS0583  USGS QUAD   -  SAN ANTONIO (1981)
 DS0583
 DS0583                         *CURRENT SURVEY CONTROL
 DS0583  ___________________________________________________________________
 DS0583* NAD 83(1986)-  33 52 33.     (N)    106 52 20.     (W)     SCALED    
 DS0583* NAVD 88     -      1382.197  (meters)    4534.76   (feet)  ADJUSTED  
 DS0583  ___________________________________________________________________
 DS0583  GEOID HEIGHT-         -22.50  (meters)                     GEOID03
 DS0583  DYNAMIC HT  -        1380.214 (meters)    4528.25  (feet)  COMP
 DS0583  MODELED GRAV-     979,154.6   (mgal)                       NAVD 88
 DS0583
 DS0583  VERT ORDER  -  FIRST     CLASS II
 DS0583
 DS0583.The horizontal coordinates were scaled from a topographic map and have
 DS0583.an estimated accuracy of +/- 6 seconds.
 DS0583
 DS0583.The orthometric height was determined by differential leveling
 DS0583.and adjusted by the National Geodetic Survey in June 1991..
 DS0583.WARNING-Repeat measurements at this control monument indicate possible
 DS0583.vertical movement.
 DS0583
 DS0583.The geoid height was determined by GEOID03.
 DS0583
 DS0583.The dynamic height is computed by dividing the NAVD 88
 DS0583.geopotential number by the normal gravity value computed on the
 DS0583.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0583.degrees latitude (g = 980.6199 gals.).
 DS0583
 DS0583.The modeled gravity was interpolated from observed gravity values.
 DS0583
 DS0583;                    North         East    Units  Estimated Accuracy
 DS0583;SPC NM C     -   319,060.      442,440.      MT  (+/- 180 meters Scaled)
 DS0583
 DS0583                          SUPERSEDED SURVEY CONTROL
 DS0583
 DS0583  NGVD 29 (??/??/92) 1381.482  (m)         4532.41   (f) ADJ UNCH    1 2
 DS0583
 DS0583.Superseded values are not recommended for survey control.
 DS0583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0583.See file dsdata.txt to determine how the superseded data were derived.
 DS0583
 DS0583_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT268499(NAD 83)
 DS0583_MARKER: P = PIPE CAP
 DS0583_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DS0583_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DS0583_STAMPING: 4532.573
 DS0583_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DS0583
 DS0583  HISTORY     - Date     Condition        Report By
 DS0583  HISTORY     - UNK      MONUMENTED       USGS
 DS0583  HISTORY     - 1950     GOOD             NGS
 DS0583  HISTORY     - 1975     MARK NOT FOUND   USGS
 DS0583  HISTORY     - 1980     MARK NOT FOUND   NGS
 DS0583
 DS0583                          STATION DESCRIPTION
 DS0583
 DS0583'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 DS0583'2.3 MI S FROM SAN ANTONIO.
 DS0583'2.3 MILES SOUTH ALONG U.S. HIGHWAY 85 FROM THE ATCHISON, TOPEKA AND
 DS0583'SANTA FE RAILROAD STATION AT SAN ANTONIO, BETWEEN THE HIGHWAY AND THE
 DS0583'RAILROAD, 67 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 30 FEET WEST
 DS0583'OF THE WEST RAIL OF THE RAILROAD, 17.5 FEET EAST OF A FENCE, 28 FEET
 DS0583'NORTH OF THE 17TH POLE NORTH OF MILEPOST 991, 1.6 FEET SOUTH OF A
 DS0583'WITNESS POST, A BRONZE CAP ON THE TOP OF A 3 INCH IRON PIPE WHICH
 DS0583'PROJECTS 0.8 FOOT ABOVE THE GROUND.
 DS0583
 DS0583                          STATION RECOVERY (1975)
 DS0583
 DS0583'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 DS0583'MARK NOT FOUND.
 DS0583
 DS0583                          STATION RECOVERY (1980)
 DS0583
 DS0583'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DS0583'A THOROUGH SEARCH WAS MADE OF THE AREA WITH NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0609 ***********************************************************************
 DR0609  DESIGNATION -  454
 DR0609  PID         -  DR0609
 DR0609  STATE/COUNTY-  NM/LINCOLN
 DR0609  USGS QUAD   -  RUIDOSO DOWNS (1963)
 DR0609
 DR0609                         *CURRENT SURVEY CONTROL
 DR0609  ___________________________________________________________________
 DR0609* NAD 83(1986)-  33 22 13.     (N)    105 31 57.     (W)     SCALED    
 DR0609* NAVD 88     -      1852.925  (meters)    6079.14   (feet)  ADJUSTED  
 DR0609  ___________________________________________________________________
 DR0609  GEOID HEIGHT-         -19.60  (meters)                     GEOID03
 DR0609  DYNAMIC HT  -        1850.170 (meters)    6070.10  (feet)  COMP
 DR0609  MODELED GRAV-     979,083.5   (mgal)                       NAVD 88
 DR0609
 DR0609  VERT ORDER  -  FIRST     CLASS II
 DR0609
 DR0609.The horizontal coordinates were scaled from a topographic map and have
 DR0609.an estimated accuracy of +/- 6 seconds.
 DR0609
 DR0609.The orthometric height was determined by differential leveling
 DR0609.and adjusted by the National Geodetic Survey in June 1991..
 DR0609
 DR0609.The geoid height was determined by GEOID03.
 DR0609
 DR0609.The dynamic height is computed by dividing the NAVD 88
 DR0609.geopotential number by the normal gravity value computed on the
 DR0609.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0609.degrees latitude (g = 980.6199 gals.).
 DR0609
 DR0609.The modeled gravity was interpolated from observed gravity values.
 DR0609
 DR0609;                    North         East    Units  Estimated Accuracy
 DR0609;SPC NM C     -   263,040.      566,770.      MT  (+/- 180 meters Scaled)
 DR0609
 DR0609                          SUPERSEDED SURVEY CONTROL
 DR0609
 DR0609  NGVD 29 (??/??/92) 1852.242  (m)         6076.90   (f) ADJ UNCH    1 2
 DR0609
 DR0609.Superseded values are not recommended for survey control.
 DR0609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0609.See file dsdata.txt to determine how the superseded data were derived.
 DR0609
 DR0609_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDS504924(NAD 83)
 DR0609_MARKER: DD = SURVEY DISK
 DR0609_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DR0609_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DR0609_STAMPING: 454-
 DR0609_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR0609
 DR0609  HISTORY     - Date     Condition        Report By
 DR0609  HISTORY     - UNK      MONUMENTED       BPR
 DR0609  HISTORY     - 1934     GOOD             NGS
 DR0609  HISTORY     - 1963     GOOD             USGS
 DR0609
 DR0609                          STATION DESCRIPTION
 DR0609
 DR0609'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DR0609'17.3 MI W FROM HONDO.
 DR0609'17.3 MILES WEST ALONG U.S. HIGHWAY 70 FROM THE GENERAL STORE AT HONDO,
 DR0609'LINCOLN COUNTY, 0.9 MILE WEST OF THE WHITE MOUNTAIN VEGETABLE STAND,
 DR0609'AT STATION 454+00, AND 50 FEET EAST OF THE CENTERLINE OF THE HIGHWAY.
 DR0609'A UNITED STATES BUREAU OF PUBLIC ROADS STANDARD CAP, STAMPED 454- AND
 DR0609'FASTENED ON THE TOP OF AN IRON PIPE SET IN CONCRETE. NOTE-- THE
 DR0609'RIGHT-OF-WAY AT THIS POINT HAS BEEN FILLED IN WITH ROCK.
 DR0609
 DR0609                          STATION RECOVERY (1963)
 DR0609
 DR0609'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 DR0609'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0613 ***********************************************************************
 DS0613  DESIGNATION -  4545.8
 DS0613  PID         -  DS0613
 DS0613  STATE/COUNTY-  NM/SOCORRO
 DS0613  USGS QUAD   -  SAN ANTONIO (1981)
 DS0613
 DS0613                         *CURRENT SURVEY CONTROL
 DS0613  ___________________________________________________________________
 DS0613* NAD 83(1986)-  33 54 42.     (N)    106 52 04.     (W)     SCALED    
 DS0613* NAVD 88     -      1385.900  (meters)    4546.91   (feet)  ADJUSTED  
 DS0613  ___________________________________________________________________
 DS0613  GEOID HEIGHT-         -22.45  (meters)                     GEOID03
 DS0613  DYNAMIC HT  -        1383.918 (meters)    4540.40  (feet)  COMP
 DS0613  MODELED GRAV-     979,159.1   (mgal)                       NAVD 88
 DS0613
 DS0613  VERT ORDER  -  SECOND    CLASS 0
 DS0613
 DS0613.The horizontal coordinates were scaled from a topographic map and have
 DS0613.an estimated accuracy of +/- 6 seconds.
 DS0613
 DS0613.The orthometric height was determined by differential leveling
 DS0613.and adjusted by the National Geodetic Survey in June 1991..
 DS0613
 DS0613.The geoid height was determined by GEOID03.
 DS0613
 DS0613.The dynamic height is computed by dividing the NAVD 88
 DS0613.geopotential number by the normal gravity value computed on the
 DS0613.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0613.degrees latitude (g = 980.6199 gals.).
 DS0613
 DS0613.The modeled gravity was interpolated from observed gravity values.
 DS0613
 DS0613;                    North         East    Units  Estimated Accuracy
 DS0613;SPC NM C     -   323,030.      442,870.      MT  (+/- 180 meters Scaled)
 DS0613
 DS0613                          SUPERSEDED SURVEY CONTROL
 DS0613
 DS0613  NGVD 29 (??/??/92) 1385.200  (m)         4544.61   (f) ADJ UNCH    2 0
 DS0613
 DS0613.Superseded values are not recommended for survey control.
 DS0613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0613.See file dsdata.txt to determine how the superseded data were derived.
 DS0613
 DS0613_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT273539(NAD 83)
 DS0613_MARKER: DD = SURVEY DISK
 DS0613_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0613_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0613_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0613+STABILITY: SURFACE MOTION
 DS0613
 DS0613  HISTORY     - Date     Condition        Report By
 DS0613  HISTORY     - UNK      MONUMENTED       NMGS
 DS0613  HISTORY     - 1966     MARK NOT FOUND   NGS
 DS0613  HISTORY     - 1975     MARK NOT FOUND   USGS
 DS0613
 DS0613                          STATION DESCRIPTION
 DS0613
 DS0613'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 DS0613'IN SAN ANTONIO.
 DS0613'AT SAN ANTONIO, SOCORRO COUNTY, ABOUT 170 FEET NORTHWEST OF THE CENTER
 DS0613'OF THE INTERSECTION OF U.S. HIGHWAYS 85 AND 380, 5 FEET WEST OF THE
 DS0613'CENTER LINE OF U.S. HIGHWAY 85, AND ABOUT 6 INCHES EAST OF A FENCE. A
 DS0613'STATE SURVEY STANDARD DISK, SET IN THE TOP OF A CONCRETE POST.
 DS0613
 DS0613                          STATION RECOVERY (1975)
 DS0613
 DS0613'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 DS0613'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0577 ***********************************************************************
 DS0577  DESIGNATION -  4548
 DS0577  PID         -  DS0577
 DS0577  STATE/COUNTY-  NM/SOCORRO
 DS0577  USGS QUAD   -  SAN ANTONIO (1981)
 DS0577
 DS0577                         *CURRENT SURVEY CONTROL
 DS0577  ___________________________________________________________________
 DS0577* NAD 83(1986)-  33 56 05.     (N)    106 52 20.     (W)     SCALED    
 DS0577* NAVD 88     -      1386.917  (meters)    4550.24   (feet)  ADJUSTED  
 DS0577  ___________________________________________________________________
 DS0577  GEOID HEIGHT-         -22.41  (meters)                     GEOID03
 DS0577  DYNAMIC HT  -        1384.938 (meters)    4543.75  (feet)  COMP
 DS0577  MODELED GRAV-     979,162.2   (mgal)                       NAVD 88
 DS0577
 DS0577  VERT ORDER  -  FIRST     CLASS II
 DS0577
 DS0577.The horizontal coordinates were scaled from a topographic map and have
 DS0577.an estimated accuracy of +/- 6 seconds.
 DS0577
 DS0577.The orthometric height was determined by differential leveling
 DS0577.and adjusted by the National Geodetic Survey in June 1991..
 DS0577.WARNING-Repeat measurements at this control monument indicate possible
 DS0577.vertical movement.
 DS0577
 DS0577.The geoid height was determined by GEOID03.
 DS0577
 DS0577.The dynamic height is computed by dividing the NAVD 88
 DS0577.geopotential number by the normal gravity value computed on the
 DS0577.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0577.degrees latitude (g = 980.6199 gals.).
 DS0577
 DS0577.The modeled gravity was interpolated from observed gravity values.
 DS0577
 DS0577;                    North         East    Units  Estimated Accuracy
 DS0577;SPC NM C     -   325,590.      442,480.      MT  (+/- 180 meters Scaled)
 DS0577
 DS0577                          SUPERSEDED SURVEY CONTROL
 DS0577
 DS0577  NGVD 29 (??/??/92) 1386.204  (m)         4547.90   (f) ADJ UNCH    1 2
 DS0577
 DS0577.Superseded values are not recommended for survey control.
 DS0577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0577.See file dsdata.txt to determine how the superseded data were derived.
 DS0577
 DS0577_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT269564(NAD 83)
 DS0577_MARKER: P = PIPE CAP
 DS0577_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DS0577_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DS0577_STAMPING: 4548.249 85
 DS0577_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DS0577
 DS0577  HISTORY     - Date     Condition        Report By
 DS0577  HISTORY     - UNK      MONUMENTED       USGS
 DS0577  HISTORY     - 1950     GOOD             NGS
 DS0577  HISTORY     - 1975     MARK NOT FOUND   USGS
 DS0577  HISTORY     - 1980     MARK NOT FOUND   NGS
 DS0577
 DS0577                          STATION DESCRIPTION
 DS0577
 DS0577'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 DS0577'2.0 MI N FROM SAN ANTONIO.
 DS0577'2.0 MILES NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD FROM
 DS0577'THE STATION AT SAN ANTONIO, BETWEEN THE RAILROAD AND OLD U.S. HIGHWAY
 DS0577'85. 33 RAILS SOUTH OF MILEPOST 986, 79 FEET SOUTHEAST OF THE CENTER
 DS0577'LINE OF A ROAD LEADING NORTHEAST, 47.5 FEET SOUTHWEST OF THE SOUTHWEST
 DS0577'RAIL, 22 FEET NORTHEAST OF THE CENTER LINE OF THE OLD HIGHWAY, 0.2
 DS0577'FOOT SOUTHWEST OF A FENCE, 1.4 FEET EAST OF A WITNESS POST, A BRONZE
 DS0577'CAP RIVETED ON THE TOP OF A 3 INCH IRON PIPE WHICH PROJECTS 1.5 FEET
 DS0577'ABOVE THE GROUND.  NOTE-- THE PIPE IS LEANING TO THE NORTHEAST.
 DS0577
 DS0577                          STATION RECOVERY (1975)
 DS0577
 DS0577'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 DS0577'MARK NOT FOUND.
 DS0577
 DS0577                          STATION RECOVERY (1980)
 DS0577
 DS0577'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DS0577'A THOROUGH SEARCH OF THE AREA REVEALED NO EVIDENCE OF THIS MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0092 ***********************************************************************
 DS0092  DESIGNATION -  4549
 DS0092  PID         -  DS0092
 DS0092  STATE/COUNTY-  NM/LINCOLN
 DS0092  USGS QUAD   -  BULL GAP SW (1981)
 DS0092
 DS0092                         *CURRENT SURVEY CONTROL
 DS0092  ___________________________________________________________________
 DS0092* NAD 83(1986)-  33 30 34.     (N)    106 09 10.     (W)     SCALED    
 DS0092* NAVD 88     -      1386.670  (meters)    4549.43   (feet)  ADJUSTED  
 DS0092  ___________________________________________________________________
 DS0092  GEOID HEIGHT-         -21.59  (meters)                     GEOID03
 DS0092  DYNAMIC HT  -        1384.688 (meters)    4542.93  (feet)  COMP
 DS0092  MODELED GRAV-     979,159.8   (mgal)                       NAVD 88
 DS0092
 DS0092  VERT ORDER  -  SECOND    CLASS 0
 DS0092
 DS0092.The horizontal coordinates were scaled from a topographic map and have
 DS0092.an estimated accuracy of +/- 6 seconds.
 DS0092
 DS0092.The orthometric height was determined by differential leveling
 DS0092.and adjusted by the National Geodetic Survey in June 1991..
 DS0092
 DS0092.The geoid height was determined by GEOID03.
 DS0092
 DS0092.The dynamic height is computed by dividing the NAVD 88
 DS0092.geopotential number by the normal gravity value computed on the
 DS0092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0092.degrees latitude (g = 980.6199 gals.).
 DS0092
 DS0092.The modeled gravity was interpolated from observed gravity values.
 DS0092
 DS0092;                    North         East    Units  Estimated Accuracy
 DS0092;SPC NM C     -   278,250.      509,030.      MT  (+/- 180 meters Scaled)
 DS0092
 DS0092                          SUPERSEDED SURVEY CONTROL
 DS0092
 DS0092  NGVD 29 (??/??/92) 1386.026  (m)         4547.32   (f) ADJ UNCH    2 0
 DS0092
 DS0092.Superseded values are not recommended for survey control.
 DS0092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0092.See file dsdata.txt to determine how the superseded data were derived.
 DS0092
 DS0092_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT929083(NAD 83)
 DS0092_MARKER: DD = SURVEY DISK
 DS0092_SETTING: 66 = SET IN ROCK OUTCROP
 DS0092_SP_SET: LAVA ROCK
 DS0092_STAMPING: 4549
 DS0092_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DS0092+STABILITY: POSITION/ELEVATION WELL
 DS0092
 DS0092  HISTORY     - Date     Condition        Report By
 DS0092  HISTORY     - UNK      MONUMENTED       USGS
 DS0092  HISTORY     - 1969     GOOD             NGS
 DS0092
 DS0092                          STATION DESCRIPTION
 DS0092
 DS0092'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 DS0092'6.65 MI NW FROM OSCURO.
 DS0092'ABOUT 6.65 MILES NORTHWEST ALONG WHITE SANDS MISSILE RANGE ROUTE 12
 DS0092'FROM THE STORE AT OSCURO, 144 FEET SOUTHWEST OF THE CENTER LINE OF THE
 DS0092'ROUTE, SET IN THE TOP OF A LAVA ROCK, 157 FEET WEST OF A CURVE SIGN
 DS0092'WHICH IS ON THE WEST SIDE OF THE ROUTE, 1.2 FEET EAST OF A METAL
 DS0092'WITNESS POST, AND ABOUT 4 FEET ABOVE THE LEVEL OF THE ROUTE.  SEC 19,
 DS0092'T 9S, R 8E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CF0030 ***********************************************************************
 CF0030  DESIGNATION -  4552
 CF0030  PID         -  CF0030
 CF0030  STATE/COUNTY-  NM/LUNA
 CF0030  USGS QUAD   -  VICTORIO RANCH SE (1964)
 CF0030
 CF0030                         *CURRENT SURVEY CONTROL
 CF0030  ___________________________________________________________________
 CF0030* NAD 83(1986)-  31 49 17.     (N)    108 03 48.     (W)     SCALED    
 CF0030* NAVD 88     -      1388.14   (+/-2cm)    4554.3    (feet)  VERTCON   
 CF0030  ___________________________________________________________________
 CF0030  GEOID HEIGHT-         -25.08  (meters)                     GEOID03
 CF0030
 CF0030  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CF0030
 CF0030.The horizontal coordinates were scaled from a topographic map and have
 CF0030.an estimated accuracy of +/- 6 seconds.
 CF0030
 CF0030.The NAVD 88 height was computed by applying the VERTCON shift value to
 CF0030.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CF0030.The vertical order pertains to the NGVD 29 superseded value.
 CF0030
 CF0030.The geoid height was determined by GEOID03.
 CF0030
 CF0030;                    North         East    Units  Estimated Accuracy
 CF0030;SPC NM W     -    91,090.      808,230.      MT  (+/- 180 meters Scaled)
 CF0030
 CF0030                          SUPERSEDED SURVEY CONTROL
 CF0030
 CF0030  NGVD 29 (??/??/92) 1387.401  (m)         4551.83   (f) ADJ UNCH    2 0
 CF0030
 CF0030.Superseded values are not recommended for survey control.
 CF0030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0030.See file dsdata.txt to determine how the superseded data were derived.
 CF0030
 CF0030_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RYA779243(NAD 83)
 CF0030_MARKER: DD = SURVEY DISK
 CF0030_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CF0030_SP_SET: BRIDGE
 CF0030_STAMPING: 4552 4551 832
 CF0030_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CF0030
 CF0030  HISTORY     - Date     Condition        Report By
 CF0030  HISTORY     - UNK      MONUMENTED       USGS
 CF0030  HISTORY     - 1935     GOOD             NGS
 CF0030
 CF0030                          STATION DESCRIPTION
 CF0030
 CF0030'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 CF0030'8.1 MI W FROM HERMANAS.
 CF0030'8.1 MI. W. OF DEPOT ALONG THE S.P.R.R., 2.5 MI. W. OF SAVOYA SIDING,
 CF0030'102 FT. N. OF THE CENTER LINE OF COLUMBUS-HACHITA ROAD, 60 FT. S.W. OF
 CF0030'MI. POST NO. 1223, AND SET IN THE E. END OF CONC. WINGWALL OF A
 CF0030'BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CF0002 ***********************************************************************
 CF0002  DESIGNATION -  4553
 CF0002  PID         -  CF0002
 CF0002  STATE/COUNTY-  NM/GRANT
 CF0002  USGS QUAD   -  PLAYAS PEAK (1982)
 CF0002
 CF0002                         *CURRENT SURVEY CONTROL
 CF0002  ___________________________________________________________________
 CF0002* NAD 83(1986)-  31 58 29.     (N)    108 29 42.     (W)     SCALED    
 CF0002* NAVD 88     -      1388.39   (+/-2cm)    4555.1    (feet)  VERTCON   
 CF0002  ___________________________________________________________________
 CF0002  GEOID HEIGHT-         -25.25  (meters)                     GEOID03
 CF0002
 CF0002  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CF0002
 CF0002.The horizontal coordinates were scaled from a topographic map and have
 CF0002.an estimated accuracy of +/- 6 seconds.
 CF0002
 CF0002.The NAVD 88 height was computed by applying the VERTCON shift value to
 CF0002.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CF0002.The vertical order pertains to the NGVD 29 superseded value.
 CF0002
 CF0002.The geoid height was determined by GEOID03.
 CF0002
 CF0002;                    North         East    Units  Estimated Accuracy
 CF0002;SPC NM W     -   108,260.      767,460.      MT  (+/- 180 meters Scaled)
 CF0002
 CF0002                          SUPERSEDED SURVEY CONTROL
 CF0002
 CF0002  NGVD 29 (??/??/92) 1387.611  (m)         4552.52   (f) ADJ UNCH    2 0
 CF0002
 CF0002.Superseded values are not recommended for survey control.
 CF0002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0002.See file dsdata.txt to determine how the superseded data were derived.
 CF0002
 CF0002_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RYA367403(NAD 83)
 CF0002_MARKER: P = PIPE CAP
 CF0002_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CF0002_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CF0002_STAMPING: 4553
 CF0002_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CF0002
 CF0002  HISTORY     - Date     Condition        Report By
 CF0002  HISTORY     - UNK      MONUMENTED       USGS
 CF0002  HISTORY     - 1953     MARK NOT FOUND   NGS
 CF0002  HISTORY     - 1981     GOOD             LOCSUR
 CF0002
 CF0002                          STATION DESCRIPTION
 CF0002
 CF0002'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CF0002'11.6 MI W FROM HACHITA.
 CF0002'ABOUT 11.6 MILES WEST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 CF0002'STATION AT HACHITA, GRANT COUNTY, ABOUT 100 FEET WEST OF THE POTHOOK
 CF0002'SECTION HOUSE, ABOUT 100 FEET SOUTHEAST OF THE GRADE 1 MILE SIGN,
 CF0002'ABOUT 70 FEET WEST OF A TOOL HOUSE, 50 FEET SOUTH OF THE CENTER LINE
 CF0002'OF THE TRACK, AND 12 FEET NORTH OF A ROW OF POLES.  A UNITED STATES
 CF0002'GEOLOGICAL SURVEY STANDARD CAP, STAMPED 4553 EL. 4553.052 AND RIVETED
 CF0002'ON THE TOP OF A 3 1/2-INCH IRON PIPE.
 CF0002
 CF0002                          STATION RECOVERY (1981)
 CF0002
 CF0002'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 CF0002'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0234 ***********************************************************************
 CY0234  DESIGNATION -  4554
 CY0234  PID         -  CY0234
 CY0234  STATE/COUNTY-  NM/GRANT
 CY0234  USGS QUAD   -  CLIFF (1990)
 CY0234
 CY0234                         *CURRENT SURVEY CONTROL
 CY0234  ___________________________________________________________________
 CY0234* NAD 83(1986)-  32 54 41.     (N)    108 33 43.     (W)     SCALED    
 CY0234* NAVD 88     -      1388.793  (meters)    4556.40   (feet)  ADJUSTED  
 CY0234  ___________________________________________________________________
 CY0234  GEOID HEIGHT-         -24.51  (meters)                     GEOID03
 CY0234  DYNAMIC HT  -        1386.706 (meters)    4549.55  (feet)  COMP
 CY0234  MODELED GRAV-     979,087.3   (mgal)                       NAVD 88
 CY0234
 CY0234  VERT ORDER  -  FIRST     CLASS II
 CY0234
 CY0234.The horizontal coordinates were scaled from a topographic map and have
 CY0234.an estimated accuracy of +/- 6 seconds.
 CY0234
 CY0234.The orthometric height was determined by differential leveling
 CY0234.and adjusted by the National Geodetic Survey in June 1991..
 CY0234
 CY0234.The geoid height was determined by GEOID03.
 CY0234
 CY0234.The dynamic height is computed by dividing the NAVD 88
 CY0234.geopotential number by the normal gravity value computed on the
 CY0234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0234.degrees latitude (g = 980.6199 gals.).
 CY0234
 CY0234.The modeled gravity was interpolated from observed gravity values.
 CY0234
 CY0234;                    North         East    Units  Estimated Accuracy
 CY0234;SPC NM W     -   212,160.      761,850.      MT  (+/- 180 meters Scaled)
 CY0234
 CY0234                          SUPERSEDED SURVEY CONTROL
 CY0234
 CY0234  NGVD 29 (??/??/92) 1387.969  (m)         4553.69   (f) ADJ UNCH    1 2
 CY0234
 CY0234.Superseded values are not recommended for survey control.
 CY0234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0234.See file dsdata.txt to determine how the superseded data were derived.
 CY0234
 CY0234_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYB280441(NAD 83)
 CY0234_MARKER: P = PIPE CAP
 CY0234_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CY0234_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CY0234_STAMPING: 4554
 CY0234_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CY0234
 CY0234  HISTORY     - Date     Condition        Report By
 CY0234  HISTORY     - UNK      MONUMENTED       USGS
 CY0234  HISTORY     - 1934     GOOD             NGS
 CY0234  HISTORY     - 1980     MARK NOT FOUND   NGS
 CY0234
 CY0234                          STATION DESCRIPTION
 CY0234
 CY0234'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CY0234'5.5 MI S FROM CLIFF.
 CY0234'5.5 MI SOUTH OF POST OFFICE.  ALONG STATE HWY NO. 11.  ON STATE HWY
 CY0234'NO. 11, ABOUT 40 YDS EAST OF A ROAD FORK DOWN GREENWOOD CANYON. ABOUT
 CY0234'54 FEET SOUTH OF THE CENTERLINE OF THE HWY, ON A MESQUITE FLAT.
 CY0234
 CY0234                          STATION RECOVERY (1980)
 CY0234
 CY0234'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CY0234'NOTE=THE HIGHWAY HAS BEEN RELOCATED, THE MARK WAS NOT FOUND AFTER A
 CY0234'THOROUGH SEARCH WAS MADE OF THE AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0575 ***********************************************************************
 DS0575  DESIGNATION -  4566
 DS0575  PID         -  DS0575
 DS0575  STATE/COUNTY-  NM/SOCORRO
 DS0575  USGS QUAD   -  SAN ANTONIO (1981)
 DS0575
 DS0575                         *CURRENT SURVEY CONTROL
 DS0575  ___________________________________________________________________
 DS0575* NAD 83(1986)-  33 58 37.     (N)    106 52 28.     (W)     SCALED    
 DS0575* NAVD 88     -      1392.362  (meters)    4568.11   (feet)  POSTED    
 DS0575  ___________________________________________________________________
 DS0575  GEOID HEIGHT-         -22.33  (meters)                     GEOID03
 DS0575  DYNAMIC HT  -        1390.380 (meters)    4561.61  (feet)  COMP
 DS0575  MODELED GRAV-     979,164.3   (mgal)                       NAVD 88
 DS0575
 DS0575  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 DS0575
 DS0575.The horizontal coordinates were scaled from a topographic map and have
 DS0575.an estimated accuracy of +/- 6 seconds.
 DS0575
 DS0575.The orthometric height was determined by differential leveling
 DS0575.and adjusted by the National Geodetic Survey in 1992..
 DS0575.No vertical observational check was made to the station.
 DS0575.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 DS0575.was located on a no-check spur therefore a value was not computed.
 DS0575
 DS0575.The geoid height was determined by GEOID03.
 DS0575
 DS0575.The dynamic height is computed by dividing the NAVD 88
 DS0575.geopotential number by the normal gravity value computed on the
 DS0575.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0575.degrees latitude (g = 980.6199 gals.).
 DS0575
 DS0575.The modeled gravity was interpolated from observed gravity values.
 DS0575
 DS0575;                    North         East    Units  Estimated Accuracy
 DS0575;SPC NM C     -   330,270.      442,300.      MT  (+/- 180 meters Scaled)
 DS0575
 DS0575                          SUPERSEDED SURVEY CONTROL
 DS0575
 DS0575.No superseded survey control is available for this station.
 DS0575
 DS0575_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT268611(NAD 83)
 DS0575_MARKER: P = PIPE CAP
 DS0575_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DS0575_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DS0575_STAMPING: 4565.795 82
 DS0575_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DS0575
 DS0575  HISTORY     - Date     Condition        Report By
 DS0575  HISTORY     - UNK      MONUMENTED       USGS
 DS0575  HISTORY     - 1950     MARK NOT FOUND   NGS
 DS0575
 DS0575                          STATION DESCRIPTION
 DS0575
 DS0575'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 DS0575'5.5 MI S FROM SOCORRO.
 DS0575'ABOUT 5.5 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 DS0575'FROM SOCORRO, SOCORRO COUNTY, ABOUT 333 YARDS SOUTH OF MILEPOST 983,
 DS0575'ABOUT 1-1 1/2 POLES SOUTH OF WOODEN BRIDGE 983-A AT A GRADE CROSSING,
 DS0575'91 FEET EAST OF THE WALL OF AN ADOBE HOUSE, 49 FEET WEST OF THE CENTER
 DS0575'LINE OF THE TRACK, 6 FEET WEST OF A POLE, 1 FOOT EAST OF A WIRE FENCE,
 DS0575'AT A GATE, 8 INCHES NORTHEAST OF THE NORTH GATEPOST, AND ABOUT 6
 DS0575'INCHES UNDER GROUND.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP,
 DS0575'STAMPED 4565.795 82 AND RIVETED TO THE TOP OF A 3-1/2-INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0324 ***********************************************************************
 DS0324  DESIGNATION -  4570
 DS0324  PID         -  DS0324
 DS0324  STATE/COUNTY-  NM/OTERO
 DS0324  USGS QUAD   -  THREE RIVERS (1981)
 DS0324
 DS0324                         *CURRENT SURVEY CONTROL
 DS0324  ___________________________________________________________________
 DS0324* NAD 83(1986)-  33 19 17.     (N)    106 04 31.     (W)     SCALED    
 DS0324* NAVD 88     -      1392.919  (meters)    4569.94   (feet)  ADJUSTED  
 DS0324  ___________________________________________________________________
 DS0324  GEOID HEIGHT-         -21.80  (meters)                     GEOID03
 DS0324  DYNAMIC HT  -        1390.910 (meters)    4563.34  (feet)  COMP
 DS0324  MODELED GRAV-     979,146.3   (mgal)                       NAVD 88
 DS0324
 DS0324  VERT ORDER  -  FIRST     CLASS II
 DS0324
 DS0324.The horizontal coordinates were scaled from a topographic map and have
 DS0324.an estimated accuracy of +/- 6 seconds.
 DS0324
 DS0324.The orthometric height was determined by differential leveling
 DS0324.and adjusted by the National Geodetic Survey in June 1991..
 DS0324
 DS0324.The geoid height was determined by GEOID03.
 DS0324
 DS0324.The dynamic height is computed by dividing the NAVD 88
 DS0324.geopotential number by the normal gravity value computed on the
 DS0324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0324.degrees latitude (g = 980.6199 gals.).
 DS0324
 DS0324.The modeled gravity was interpolated from observed gravity values.
 DS0324
 DS0324;                    North         East    Units  Estimated Accuracy
 DS0324;SPC NM C     -   257,410.      516,270.      MT  (+/- 180 meters Scaled)
 DS0324
 DS0324                          SUPERSEDED SURVEY CONTROL
 DS0324
 DS0324  NGVD 29 (??/??/92) 1392.278  (m)         4567.83   (f) ADJ UNCH    1 2
 DS0324
 DS0324.Superseded values are not recommended for survey control.
 DS0324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0324.See file dsdata.txt to determine how the superseded data were derived.
 DS0324
 DS0324_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS999874(NAD 83)
 DS0324_MARKER: DD = SURVEY DISK
 DS0324_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DS0324_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DS0324_STAMPING: 4570
 DS0324_PROJECTION: PROJECTING 20 CENTIMETERS
 DS0324_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DS0324_ROD/PIPE-DEPTH: 1.5  meters
 DS0324
 DS0324  HISTORY     - Date     Condition        Report By
 DS0324  HISTORY     - UNK      MONUMENTED       USGS
 DS0324  HISTORY     - 1966     GOOD             NGS
 DS0324  HISTORY     - 1980     GOOD             NGS
 DS0324
 DS0324                          STATION DESCRIPTION
 DS0324
 DS0324'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 DS0324'0.1 MI NE FROM THREE RIVERS.
 DS0324'ABOUT 0.1 MILE NORTHEAST ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 DS0324'THREE RIVERS, IN SECTION 39, T 11 S, R 9 E, 95 FEET SOUTHEAST OF THE
 DS0324'CENTER LINE OF THE ROAD, 143 FEET SOUTH OF THE CENTER OF A CROSSING OF
 DS0324'THE SOUTHERN PACIFIC RAILROAD AND A GRADED DIRT ROAD, 5 1/2 TELEPHONE
 DS0324'POLES SOUTHEAST OF MILEPOST 1413 WHICH IS ALONG THE SOUTHERN PACIFIC
 DS0324'RAILROAD, 105 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE MAIN TRACK,
 DS0324'2 FEET SOUTHEAST OF A TELEPHONE POLE, ABOUT 4 FEET BELOW THE LEVEL OF
 DS0324'THE TRACK, A U. S. GEOLOGICAL SURVEY CAP ON THE TOP OF A 3-INCH IRON
 DS0324'PIPE WHICH PROJECTS 6 INCHES ABOVE THE GROUND.
 DS0324
 DS0324                          STATION RECOVERY (1980)
 DS0324
 DS0324'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DS0324'0.1 KM (0.05 MI) EAST ALONG HIGUERA AVENUE FROM THE POST OFFICE IN
 DS0324'TULAROSA, THENCE 28.5 KM (17.7 MI) NORTHERLY ALONG U.S. HIGHWAY 54,
 DS0324'THENCE 0.3 KM (0.2 MI) EAST ALONG COUNTY ROAD B 30, AT THE CROSSING
 DS0324'OF THE SOUTHERN PACIFIC RAILROAD, 5-1/2 POLES SOUTH OF RAILROAD
 DS0324'MILEPOST 1413, 43.6 METERS (143.0 FT) SOUTHWEST OF THE CENTER OF
 DS0324'THE JUNCTION OF THE ROAD AND TRACKS, 32.0 METERS (105.0 FT) WEST
 DS0324'OF THE NEAR RAIL, 30.2 METERS (99.0 FT) SOUTH OF THE CENTER OF THE
 DS0324'ROAD AND 0.6 METER (2.0 FT) SOUTH OF UTILITY POLE NUMBER 9160.
 DS0324'THE MARK IS 0.6 METERS  N FROM A WITNESS POST.
 DS0324'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CF0024 ***********************************************************************
 CF0024  DESIGNATION -  4575.781
 CF0024  PID         -  CF0024
 CF0024  STATE/COUNTY-  NM/LUNA
 CF0024  USGS QUAD   -  VICTORIO RANCH (1976)
 CF0024
 CF0024                         *CURRENT SURVEY CONTROL
 CF0024  ___________________________________________________________________
 CF0024* NAD 83(1986)-  31 51 04.     (N)    108 08 10.     (W)     SCALED    
 CF0024* NAVD 88     -      1395.43   (+/-2cm)    4578.2    (feet)  VERTCON   
 CF0024  ___________________________________________________________________
 CF0024  GEOID HEIGHT-         -25.09  (meters)                     GEOID03
 CF0024
 CF0024  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CF0024
 CF0024.The horizontal coordinates were scaled from a topographic map and have
 CF0024.an estimated accuracy of +/- 6 seconds.
 CF0024
 CF0024.The NAVD 88 height was computed by applying the VERTCON shift value to
 CF0024.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CF0024.The vertical order pertains to the NGVD 29 superseded value.
 CF0024
 CF0024.The geoid height was determined by GEOID03.
 CF0024
 CF0024;                    North         East    Units  Estimated Accuracy
 CF0024;SPC NM W     -    94,400.      801,350.      MT  (+/- 180 meters Scaled)
 CF0024
 CF0024                          SUPERSEDED SURVEY CONTROL
 CF0024
 CF0024  NGVD 29 (??/??/92) 1394.666  (m)         4575.67   (f) ADJ UNCH    2 0
 CF0024
 CF0024.Superseded values are not recommended for survey control.
 CF0024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0024.See file dsdata.txt to determine how the superseded data were derived.
 CF0024
 CF0024_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RYA709275(NAD 83)
 CF0024_MARKER: P = PIPE CAP
 CF0024_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CF0024_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CF0024_STAMPING: 4575
 CF0024_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CF0024
 CF0024  HISTORY     - Date     Condition        Report By
 CF0024  HISTORY     - UNK      MONUMENTED       USGS
 CF0024  HISTORY     - 1953     GOOD             NGS
 CF0024
 CF0024                          STATION DESCRIPTION
 CF0024
 CF0024'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CF0024'12.1 MI E FROM HACHITA.
 CF0024'12.1 MILES EAST ALONG THE SOUTHERN PACIFIC RAILWAY FROM THE STATION AT
 CF0024'HACHITA, 2 POLES EAST OF THE STATION SIGN AT VICTORIO, 24 FEET SOUTH
 CF0024'OF THE SOUTH RAIL OF THE MAIN TRACK, 3.0 FEET EAST OF A WITNESS POST,
 CF0024'ABOUT 2 FEET BELOW THE TRACK, AND RIVETED ON THE TOP OF A 3 1/2-INCH
 CF0024'IRON PIPE PROJECTING 1.5 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0330 ***********************************************************************
 CE0330  DESIGNATION -  4577
 CE0330  PID         -  CE0330
 CE0330  STATE/COUNTY-  NM/LUNA
 CE0330  USGS QUAD   -  HERMANAS (1964)
 CE0330
 CE0330                         *CURRENT SURVEY CONTROL
 CE0330  ___________________________________________________________________
 CE0330* NAD 83(1986)-  31 49 39.     (N)    107 59 11.     (W)     SCALED    
 CE0330* NAVD 88     -      1395.82   (+/-2cm)    4579.5    (feet)  VERTCON   
 CE0330  ___________________________________________________________________
 CE0330  GEOID HEIGHT-         -25.00  (meters)                     GEOID03
 CE0330
 CE0330  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CE0330
 CE0330.The horizontal coordinates were scaled from a topographic map and have
 CE0330.an estimated accuracy of +/- 6 seconds.
 CE0330
 CE0330.The NAVD 88 height was computed by applying the VERTCON shift value to
 CE0330.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CE0330.The vertical order pertains to the NGVD 29 superseded value.
 CE0330
 CE0330.The geoid height was determined by GEOID03.
 CE0330
 CE0330;                    North         East    Units  Estimated Accuracy
 CE0330;SPC NM W     -    91,750.      815,510.      MT  (+/- 180 meters Scaled)
 CE0330
 CE0330                          SUPERSEDED SURVEY CONTROL
 CE0330
 CE0330  NGVD 29 (??/??/92) 1395.099  (m)         4577.09   (f) ADJ UNCH    2 0
 CE0330
 CE0330.Superseded values are not recommended for survey control.
 CE0330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0330.See file dsdata.txt to determine how the superseded data were derived.
 CE0330
 CE0330_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RBR173252(NAD 83)
 CE0330_MARKER: P = PIPE CAP
 CE0330_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CE0330_SP_SET: IRON PIPE
 CE0330_STAMPING: 4577
 CE0330_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CE0330
 CE0330  HISTORY     - Date     Condition        Report By
 CE0330  HISTORY     - UNK      MONUMENTED       USGS
 CE0330  HISTORY     - 1953     GOOD             NGS
 CE0330  HISTORY     - 1958     GOOD             DOD
 CE0330
 CE0330                          STATION DESCRIPTION
 CE0330
 CE0330'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CE0330'3.0 MI W FROM HERMANAS.
 CE0330'3.0 MILES WEST ALONG THE SOUTHERN PACIFIC RAILWAY FROM THE STATION AT
 CE0330'HERMANAS, 33 FEET SOUTH OF THE 4TH POLE SOUTHWEST OF MILEPOST 1128, 50
 CE0330'FEET WEST OF THE WEST RAIL OF THE TRACK, 3.0 FEET SOUTHWEST OF A
 CE0330'WITNESS POST, ABOUT LEVEL WITH THE TRACK, AND RIVETED ON THE TOP OF A
 CE0330'3 1/2-INCH IRON PIPE PROJECTING 2.6 FEET ABOVE THE GROUND.
 CE0330
 CE0330                          STATION RECOVERY (1958)
 CE0330
 CE0330'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1958
 CE0330'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CF0033 ***********************************************************************
 CF0033  DESIGNATION -  4585
 CF0033  PID         -  CF0033
 CF0033  STATE/COUNTY-  NM/LUNA
 CF0033  USGS QUAD   -  VICTORIO RANCH SE (1964)
 CF0033
 CF0033                         *CURRENT SURVEY CONTROL
 CF0033  ___________________________________________________________________
 CF0033* NAD 83(1986)-  31 49 09.     (N)    108 01 00.     (W)     SCALED    
 CF0033* NAVD 88     -      1398.27   (+/-2cm)    4587.5    (feet)  VERTCON   
 CF0033  ___________________________________________________________________
 CF0033  GEOID HEIGHT-         -25.04  (meters)                     GEOID03
 CF0033
 CF0033  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CF0033
 CF0033.The horizontal coordinates were scaled from a topographic map and have
 CF0033.an estimated accuracy of +/- 6 seconds.
 CF0033
 CF0033.The NAVD 88 height was computed by applying the VERTCON shift value to
 CF0033.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CF0033.The vertical order pertains to the NGVD 29 superseded value.
 CF0033
 CF0033.The geoid height was determined by GEOID03.
 CF0033
 CF0033;                    North         East    Units  Estimated Accuracy
 CF0033;SPC NM W     -    90,830.      812,640.      MT  (+/- 180 meters Scaled)
 CF0033
 CF0033                          SUPERSEDED SURVEY CONTROL
 CF0033
 CF0033  NGVD 29 (??/??/92) 1397.545  (m)         4585.11   (f) ADJ UNCH    2 0
 CF0033
 CF0033.Superseded values are not recommended for survey control.
 CF0033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0033.See file dsdata.txt to determine how the superseded data were derived.
 CF0033
 CF0033_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RYA824242(NAD 83)
 CF0033_MARKER: DD = SURVEY DISK
 CF0033_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CF0033_SP_SET: CULVERT
 CF0033_STAMPING: 4585 EL. 4584 059
 CF0033_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CF0033
 CF0033  HISTORY     - Date     Condition        Report By
 CF0033  HISTORY     - UNK      MONUMENTED       USGS
 CF0033  HISTORY     - 1935     GOOD             NGS
 CF0033  HISTORY     - 1953     GOOD             NGS
 CF0033
 CF0033                          STATION DESCRIPTION
 CF0033
 CF0033'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 CF0033'5.1 MI W FROM HERMANAS.
 CF0033'5.1 MI. W. OF DEPOT ALONG THE S.P.R.R., 4.1/2 POLES W. OF MI. POST NO.
 CF0033'1226, 85 FT. N. OF THE CENTER LINE OF COLUMBUS-HACHITA ROAD, AND SET
 CF0033'IN THE E. END OF RAILROAD CULVERT NO. 1225.87.
 CF0033
 CF0033                          STATION RECOVERY (1953)
 CF0033
 CF0033'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 CF0033'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0208 ***********************************************************************
 EQ0208  DESIGNATION -  4597
 EQ0208  PID         -  EQ0208
 EQ0208  STATE/COUNTY-  NM/SOCORRO
 EQ0208  USGS QUAD   -  SOCORRO (1979)
 EQ0208
 EQ0208                         *CURRENT SURVEY CONTROL
 EQ0208  ___________________________________________________________________
 EQ0208* NAD 83(1986)-  34 05 11.     (N)    106 53 14.     (W)     SCALED    
 EQ0208* NAVD 88     -      1402.034  (meters)    4599.84   (feet)  POSTED    
 EQ0208  ___________________________________________________________________
 EQ0208  GEOID HEIGHT-         -22.12  (meters)                     GEOID03
 EQ0208  DYNAMIC HT  -        1400.050 (meters)    4593.33  (feet)  COMP
 EQ0208  MODELED GRAV-     979,173.7   (mgal)                       NAVD 88
 EQ0208
 EQ0208  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 EQ0208
 EQ0208.The horizontal coordinates were scaled from a topographic map and have
 EQ0208.an estimated accuracy of +/- 6 seconds.
 EQ0208
 EQ0208.The orthometric height was determined by differential leveling
 EQ0208.and adjusted by the National Geodetic Survey in 1992..
 EQ0208.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 EQ0208.rate of 4.1 thru 8.0 mm/km.
 EQ0208.WARNING-Repeat measurements at this control monument indicate possible
 EQ0208.vertical movement.
 EQ0208
 EQ0208.The geoid height was determined by GEOID03.
 EQ0208
 EQ0208.The dynamic height is computed by dividing the NAVD 88
 EQ0208.geopotential number by the normal gravity value computed on the
 EQ0208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0208.degrees latitude (g = 980.6199 gals.).
 EQ0208
 EQ0208.The modeled gravity was interpolated from observed gravity values.
 EQ0208
 EQ0208;                    North         East    Units  Estimated Accuracy
 EQ0208;SPC NM C     -   342,420.      441,200.      MT  (+/- 180 meters Scaled)
 EQ0208
 EQ0208                          SUPERSEDED SURVEY CONTROL
 EQ0208
 EQ0208  NGVD 29 (??/??/92) 1401.305  (m)         4597.45   (f) ADJ UNCH    1 2
 EQ0208
 EQ0208.Superseded values are not recommended for survey control.
 EQ0208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0208.See file dsdata.txt to determine how the superseded data were derived.
 EQ0208
 EQ0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT258733(NAD 83)
 EQ0208_MARKER: DD = SURVEY DISK
 EQ0208_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EQ0208_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EQ0208_STAMPING: 4597.333 75
 EQ0208_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EQ0208
 EQ0208  HISTORY     - Date     Condition        Report By
 EQ0208  HISTORY     - UNK      MONUMENTED       USGS
 EQ0208  HISTORY     - 1951     GOOD             NGS
 EQ0208
 EQ0208                          STATION DESCRIPTION
 EQ0208
 EQ0208'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 EQ0208'1.9 MI N FROM SOCORRO.
 EQ0208'1.9 MILES NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD FROM
 EQ0208'THE STATION AT SOCORRO, AT A ROAD CROSSING, 4 1/2 POLES NORTH OF
 EQ0208'MILEPOST 976, 44 FEET WEST OF THE WEST RAIL, 33 FEET SOUTH OF THE
 EQ0208'CENTER LINE OF A ROAD, 2.3 FEET NORTH OF AN EAST AND WEST FENCE, IN
 EQ0208'LINE WITH A NORTH AND SOUTH FENCE, 4.5 FEET WEST OF A WITNESS POST,
 EQ0208'RIVETED ON THE TOP OF A 3 1/2 INCH IRON POST WHICH PROJECTS 0.2 FOOT
 EQ0208'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0681 ***********************************************************************
 FO0681  DESIGNATION -  46
 FO0681  PID         -  FO0681
 FO0681  STATE/COUNTY-  NM/SANDOVAL
 FO0681  USGS QUAD   -  CASA SALAZAR (1961)
 FO0681
 FO0681                         *CURRENT SURVEY CONTROL
 FO0681  ___________________________________________________________________
 FO0681* NAD 83(1986)-  35 22 31.     (N)    107 03 53.     (W)     SCALED    
 FO0681* NAVD 88     -      1726.84   (+/-2cm)    5665.5    (feet)  VERTCON   
 FO0681  ___________________________________________________________________
 FO0681  GEOID HEIGHT-         -20.51  (meters)                     GEOID03
 FO0681
 FO0681  VERT ORDER  -  ? (See Below)
 FO0681
 FO0681.The horizontal coordinates were scaled from a topographic map and have
 FO0681.an estimated accuracy of +/- 6 seconds.
 FO0681
 FO0681.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO0681.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO0681.The vertical order pertains to the NGVD 29 superseded value.
 FO0681
 FO0681.The geoid height was determined by GEOID03.
 FO0681
 FO0681;                    North         East    Units  Estimated Accuracy
 FO0681;SPC NM C     -   485,510.      425,970.      MT  (+/- 180 meters Scaled)
 FO0681
 FO0681                          SUPERSEDED SURVEY CONTROL
 FO0681
 FO0681  NGVD 29 (??/??/92) 1725.925  (m)         5662.47   (f) ADJ UNCH    ?  
 FO0681
 FO0681.Superseded values are not recommended for survey control.
 FO0681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0681.See file dsdata.txt to determine how the superseded data were derived.
 FO0681
 FO0681_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV124166(NAD 83)
 FO0681_MARKER: P = PIPE CAP
 FO0681_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FO0681_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FO0681_STAMPING: 46
 FO0681_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FO0681
 FO0681  HISTORY     - Date     Condition        Report By
 FO0681  HISTORY     - UNK      MONUMENTED       USGS
 FO0681  HISTORY     - 1905     GOOD             NGS
 FO0681
 FO0681                          STATION DESCRIPTION
 FO0681
 FO0681'DESCRIBED BY NATIONAL GEODETIC SURVEY 1905
 FO0681'8.2 MI NW FROM NAVAJO SPRINGS.
 FO0681'8.2 MILES NORTHWEST ALONG A DIRT ROAD FROM NAVAJO SPRINGS, SANDOVAL
 FO0681'COUNTY, ON A SANDY FLAT, AND 15 FEET NORTH OF THE ROAD.  A UNITED
 FO0681'STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 46 AND RIVETED ON THE
 FO0681'TOP OF A 3-1/2-INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0188 ***********************************************************************
 CY0188  DESIGNATION -  46 C
 CY0188  PID         -  CY0188
 CY0188  STATE/COUNTY-  NM/GRANT
 CY0188  USGS QUAD   -  MUIR RANCH (1985)
 CY0188
 CY0188                         *CURRENT SURVEY CONTROL
 CY0188  ___________________________________________________________________
 CY0188* NAD 83(1986)-  32 14 58.     (N)    108 30 03.     (W)     SCALED    
 CY0188* NAVD 88     -      1340.129  (meters)    4396.74   (feet)  ADJUSTED  
 CY0188  ___________________________________________________________________
 CY0188  GEOID HEIGHT-         -25.19  (meters)                     GEOID03
 CY0188  DYNAMIC HT  -        1338.099 (meters)    4390.08  (feet)  COMP
 CY0188  MODELED GRAV-     979,077.9   (mgal)                       NAVD 88
 CY0188
 CY0188  VERT ORDER  -  FIRST     CLASS II
 CY0188
 CY0188.The horizontal coordinates were scaled from a topographic map and have
 CY0188.an estimated accuracy of +/- 6 seconds.
 CY0188
 CY0188.The orthometric height was determined by differential leveling
 CY0188.and adjusted by the National Geodetic Survey in June 1991..
 CY0188
 CY0188.The geoid height was determined by GEOID03.
 CY0188
 CY0188.The dynamic height is computed by dividing the NAVD 88
 CY0188.geopotential number by the normal gravity value computed on the
 CY0188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0188.degrees latitude (g = 980.6199 gals.).
 CY0188
 CY0188.The modeled gravity was interpolated from observed gravity values.
 CY0188
 CY0188;                    North         East    Units  Estimated Accuracy
 CY0188;SPC NM W     -   138,720.      767,100.      MT  (+/- 180 meters Scaled)
 CY0188
 CY0188                          SUPERSEDED SURVEY CONTROL
 CY0188
 CY0188  NGVD 29 (??/??/92) 1339.380  (m)         4394.28   (f) ADJ UNCH    1 2
 CY0188
 CY0188.Superseded values are not recommended for survey control.
 CY0188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0188.See file dsdata.txt to determine how the superseded data were derived.
 CY0188
 CY0188_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYA354708(NAD 83)
 CY0188_MARKER: P = PIPE CAP
 CY0188_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CY0188_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CY0188_STAMPING: 1906
 CY0188_PROJECTION: PROJECTING 39 CENTIMETERS
 CY0188_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CY0188
 CY0188  HISTORY     - Date     Condition        Report By
 CY0188  HISTORY     - UNK      MONUMENTED       USGS
 CY0188  HISTORY     - 1953     GOOD             NGS
 CY0188  HISTORY     - 1979     GOOD             NGS
 CY0188
 CY0188                          STATION DESCRIPTION
 CY0188
 CY0188'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CY0188'13.85 MI SE FROM LORDSBURG.
 CY0188'13.85 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 CY0188'STATION AT LORDSBURG, 12 1/2 POLES SOUTHEAST OF MILEPOST 1162, 99 FEET
 CY0188'SOUTHWEST OF THE SOUTHWEST RAIL, 3 FEET SOUTHEAST OF A WITNESS POST,
 CY0188'RIVETED ON THE TOP OF A 3 1/2 INCH IRON PIPE WHICH PROJECTS 1.0 FOOT
 CY0188'ABOVE THE GROUND.
 CY0188
 CY0188                          STATION RECOVERY (1979)
 CY0188
 CY0188'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CY0188'22.7 KILOMETERS (14.1 MILES) SOUTHEAST ALONG THE SOUTHERN PACIFIC
 CY0188'RAILROAD FROM THE STATION IN LORDSBURG, 0.3 KILOMETER (0.2 MILE)
 CY0188'NORTHWEST OF A RAILROAD BRIDGE AND INTERSTATE HIGHWAY 10 MILE POST
 CY0188'37, 31.7 METERS (104 FEET) SOUTHWEST OF THE SOUTHWEST RAIL, 36 METERS
 CY0188'(118 FEET) EAST OF THE CENTER OF A WIRE GATE IN THE NORTHWEST
 CY0188'INTERSTATE 10 RIGHT-OF-WAY FENCE, 27.9 METERS (92 FEET) NORTHWEST OF
 CY0188'THE NORTHWEST RIGHT-OF-WAY FENCE AND 23.8 METERS (78 FEET) SOUTH OF DD
 CY0188'THE FIFTH TELEPHONE POLE NORTHWEST OF THE BRIDGE.
 CY0188'THE MARK IS 0.4 METERS  NW FROM A WITNESS POST.
 CY0188'THE MARK IS 0.5 M BELOW THE RAILS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1126 ***********************************************************************
 CX1126  DESIGNATION -  46 C
 CX1126  PID         -  CX1126
 CX1126  STATE/COUNTY-  NM/SIERRA
 CX1126  USGS QUAD   -  MC CLEDE MOUNTAIN (1985)
 CX1126
 CX1126                         *CURRENT SURVEY CONTROL
 CX1126  ___________________________________________________________________
 CX1126* NAD 83(1986)-  32 49 39.     (N)    107 32 22.     (W)     SCALED    
 CX1126* NAVD 88     -      1596.294  (meters)    5237.17   (feet)  ADJUSTED  
 CX1126  ___________________________________________________________________
 CX1126  GEOID HEIGHT-         -23.36  (meters)                     GEOID03
 CX1126  DYNAMIC HT  -        1593.874 (meters)    5229.23  (feet)  COMP
 CX1126  MODELED GRAV-     979,065.8   (mgal)                       NAVD 88
 CX1126
 CX1126  VERT ORDER  -  SECOND    CLASS 0
 CX1126
 CX1126.The horizontal coordinates were scaled from a topographic map and have
 CX1126.an estimated accuracy of +/- 6 seconds.
 CX1126
 CX1126.The orthometric height was determined by differential leveling
 CX1126.and adjusted by the National Geodetic Survey in June 1991..
 CX1126
 CX1126.The geoid height was determined by GEOID03.
 CX1126
 CX1126.The dynamic height is computed by dividing the NAVD 88
 CX1126.geopotential number by the normal gravity value computed on the
 CX1126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX1126.degrees latitude (g = 980.6199 gals.).
 CX1126
 CX1126.The modeled gravity was interpolated from observed gravity values.
 CX1126
 CX1126;                    North         East    Units  Estimated Accuracy
 CX1126;SPC NM W     -   202,660.      857,520.      MT  (+/- 180 meters Scaled)
 CX1126
 CX1126                          SUPERSEDED SURVEY CONTROL
 CX1126
 CX1126  NGVD 29 (??/??/92) 1595.541  (m)         5234.70   (f) ADJ UNCH    2 0
 CX1126
 CX1126.Superseded values are not recommended for survey control.
 CX1126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1126.See file dsdata.txt to determine how the superseded data were derived.
 CX1126
 CX1126_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBS622350(NAD 83)
 CX1126_MARKER: DD = SURVEY DISK
 CX1126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX1126_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CX1126_STAMPING: 46-C 1934 5235
 CX1126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX1126+STABILITY: SURFACE MOTION
 CX1126
 CX1126  HISTORY     - Date     Condition        Report By
 CX1126  HISTORY     - 1934     MONUMENTED       USGS
 CX1126  HISTORY     - 1934     GOOD             NGS
 CX1126  HISTORY     - 1953     MARK NOT FOUND   NGS
 CX1126
 CX1126                          STATION DESCRIPTION
 CX1126
 CX1126'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CX1126'7.6 MI S FROM HILLSBORO.
 CX1126'7.6 MI S ON STATE HWY NO. 26 (8.9 MI N OF LAKE VALLEY) 45 FEET W OF
 CX1126'THE CENTERLINE OF THE HIGHWAY, AND 20 FEET N OF A DIM RANCH ROAD.
 CX1126
 CX1126                          STATION RECOVERY (1953)
 CX1126
 CX1126'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 CX1126'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0212 ***********************************************************************
 EQ0212  DESIGNATION -  4618
 EQ0212  PID         -  EQ0212
 EQ0212  STATE/COUNTY-  NM/SOCORRO
 EQ0212  USGS QUAD   -  SOCORRO (1979)
 EQ0212
 EQ0212                         *CURRENT SURVEY CONTROL
 EQ0212  ___________________________________________________________________
 EQ0212* NAD 83(1986)-  34 03 59.     (N)    106 54 26.     (W)     SCALED    
 EQ0212* NAVD 88     -      1409.316  (meters)    4623.73   (feet)  POSTED    
 EQ0212  ___________________________________________________________________
 EQ0212  GEOID HEIGHT-         -22.15  (meters)                     GEOID03
 EQ0212  DYNAMIC HT  -        1407.320 (meters)    4617.18  (feet)  COMP
 EQ0212  MODELED GRAV-     979,168.3   (mgal)                       NAVD 88
 EQ0212
 EQ0212  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 EQ0212
 EQ0212.The horizontal coordinates were scaled from a topographic map and have
 EQ0212.an estimated accuracy of +/- 6 seconds.
 EQ0212
 EQ0212.The orthometric height was determined by differential leveling
 EQ0212.and adjusted by the National Geodetic Survey in 1992..
 EQ0212.No vertical observational check was made to the station.
 EQ0212.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 EQ0212.was located on a no-check spur therefore a value was not computed.
 EQ0212
 EQ0212.The geoid height was determined by GEOID03.
 EQ0212
 EQ0212.The dynamic height is computed by dividing the NAVD 88
 EQ0212.geopotential number by the normal gravity value computed on the
 EQ0212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0212.degrees latitude (g = 980.6199 gals.).
 EQ0212
 EQ0212.The modeled gravity was interpolated from observed gravity values.
 EQ0212
 EQ0212;                    North         East    Units  Estimated Accuracy
 EQ0212;SPC NM C     -   340,210.      439,340.      MT  (+/- 180 meters Scaled)
 EQ0212
 EQ0212                          SUPERSEDED SURVEY CONTROL
 EQ0212
 EQ0212  NGVD 29 (??/??/92) 1408.587  (m)         4621.34   (f) ADJ UNCH    1 2
 EQ0212
 EQ0212.Superseded values are not recommended for survey control.
 EQ0212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0212.See file dsdata.txt to determine how the superseded data were derived.
 EQ0212
 EQ0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT239711(NAD 83)
 EQ0212_MARKER: DD = SURVEY DISK
 EQ0212_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EQ0212_SP_SET: SUNDIAL BASE
 EQ0212_STAMPING: 4618
 EQ0212_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EQ0212_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EQ0212+SATELLITE: SATELLITE OBSERVATIONS - June 25, 2005
 EQ0212
 EQ0212  HISTORY     - Date     Condition        Report By
 EQ0212  HISTORY     - UNK      MONUMENTED       USGS
 EQ0212  HISTORY     - 1951     GOOD             NGS
 EQ0212  HISTORY     - 20050625 GOOD             GEOCAC
 EQ0212
 EQ0212                          STATION DESCRIPTION
 EQ0212
 EQ0212'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 EQ0212'IN SOCORRO.
 EQ0212'AT SOCORRO, AT THE NEW MEXICO SCHOOL OF MINES, 157 FEET SOUTHEAST OF
 EQ0212'THE SOUTHEAST CORNER OF THE BROWN HALL ADMINISTRATION BUILDING, SET IN
 EQ0212'THE TOP OF THE NORTH EDGE OF THE SUNDIAL BASE.
 EQ0212
 EQ0212                          STATION RECOVERY (2005)
 EQ0212
 EQ0212'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 EQ0212'HANDHELD COORDINATES ARE
 EQ0212'34 03.952N
 EQ0212'106 54.224W
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0203 ***********************************************************************
 EQ0203  DESIGNATION -  4624
 EQ0203  PID         -  EQ0203
 EQ0203  STATE/COUNTY-  NM/SOCORRO
 EQ0203  USGS QUAD   -  LEMITAR (1971)
 EQ0203
 EQ0203                         *CURRENT SURVEY CONTROL
 EQ0203  ___________________________________________________________________
 EQ0203* NAD 83(1986)-  34 09 29.     (N)    106 54 02.     (W)     SCALED    
 EQ0203* NAVD 88     -      1410.381  (meters)    4627.23   (feet)  ADJUSTED  
 EQ0203  ___________________________________________________________________
 EQ0203  GEOID HEIGHT-         -22.00  (meters)                     GEOID03
 EQ0203  DYNAMIC HT  -        1408.398 (meters)    4620.72  (feet)  COMP
 EQ0203  MODELED GRAV-     979,181.2   (mgal)                       NAVD 88
 EQ0203
 EQ0203  VERT ORDER  -  FIRST     CLASS I
 EQ0203
 EQ0203.The horizontal coordinates were scaled from a topographic map and have
 EQ0203.an estimated accuracy of +/- 6 seconds.
 EQ0203
 EQ0203.The orthometric height was determined by differential leveling
 EQ0203.and adjusted by the National Geodetic Survey in June 1991..
 EQ0203
 EQ0203.The geoid height was determined by GEOID03.
 EQ0203
 EQ0203.The dynamic height is computed by dividing the NAVD 88
 EQ0203.geopotential number by the normal gravity value computed on the
 EQ0203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0203.degrees latitude (g = 980.6199 gals.).
 EQ0203
 EQ0203.The modeled gravity was interpolated from observed gravity values.
 EQ0203
 EQ0203;                    North         East    Units  Estimated Accuracy
 EQ0203;SPC NM C     -   350,380.      440,020.      MT  (+/- 180 meters Scaled)
 EQ0203
 EQ0203                          SUPERSEDED SURVEY CONTROL
 EQ0203
 EQ0203  NGVD 29 (??/??/92) 1409.647  (m)         4624.82   (f) ADJ UNCH    1 1
 EQ0203
 EQ0203.Superseded values are not recommended for survey control.
 EQ0203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0203.See file dsdata.txt to determine how the superseded data were derived.
 EQ0203
 EQ0203_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT248813(NAD 83)
 EQ0203_MARKER: DD = SURVEY DISK
 EQ0203_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EQ0203_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EQ0203_STAMPING: 4624.77 6.2. 1931
 EQ0203_PROJECTION: PROJECTING 8 CENTIMETERS
 EQ0203_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EQ0203_ROD/PIPE-DEPTH: 1.2  meters
 EQ0203
 EQ0203  HISTORY     - Date     Condition        Report By
 EQ0203  HISTORY     - 1931     MONUMENTED       MRGCD
 EQ0203  HISTORY     - 1951     GOOD             NGS
 EQ0203  HISTORY     - 1978     GOOD             NGS
 EQ0203  HISTORY     - 1980     GOOD             NGS
 EQ0203
 EQ0203                          STATION DESCRIPTION
 EQ0203
 EQ0203'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 EQ0203'6.9 MI N FROM SOCORRO.
 EQ0203'6.9 MILES NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD FROM
 EQ0203'THE STATION AT SOCORRO, AT A ROAD CROSSING, 6 POLES NORTH OF MILEPOST
 EQ0203'971, 4 POLES NORTH OF THE LIMITAR STATION SIGN, 45.7 FEET WEST OF THE
 EQ0203'WEST RAIL, 36 FEET SOUTHEAST OF THE CENTER LINE OF A ROAD, 2.7 FEET
 EQ0203'NORTHEAST OF A FENCE CORNER, 2.8 FEET NORTHEAST OF A POWER POLE, 2.8
 EQ0203'FEET EAST OF A NORTH AND SOUTH FENCE, 2 FEET SOUTH OF A WITNESS POST,
 EQ0203'0.8 FOOT ABOVE THE GROUND, SET IN THE TOP OF AN IRON PIPE FILLED WITH
 EQ0203'CONCRETE.
 EQ0203
 EQ0203                          STATION RECOVERY (1978)
 EQ0203
 EQ0203'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EQ0203'RECOVERED IN GOOD CONDITION.
 EQ0203
 EQ0203                          STATION RECOVERY (1980)
 EQ0203
 EQ0203'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 EQ0203'1.8 KM (1.1 MI) EAST ALONG STATE HIGHWAY 408 FROM ITS JUNCTION WITH
 EQ0203'INTERSTATE HIGHWAY 25 IN LEMITAR, AT THE JUNCTION OF THE HIGHWAY AND
 EQ0203'THE ATCHISON, TOPEKA AND SANTA FE RAILROAD, SIX POLES NORTH OF
 EQ0203'RAILROAD MILE POST 971, 15.6 METERS (45.7 FT) WEST OF THE NEAR
 EQ0203'RAIL, 11.3 METERS (37.0 FT) NORTHEAST OF THE CENTER OF THE ROAD,
 EQ0203'1.8 METERS (6.0 FT) EAST OF A FENCE CORNER, 1.1 METERS (3.5 FT)
 EQ0203'EAST-NORTHEAST OF A UTILITY POLE WITH FIVE GUY WIRES AND A
 EQ0203'TRANSFORMER.
 EQ0203'THE MARK IS 0.6 METERS  S FROM A WITNESS POST.
 EQ0203'THE MARK IS 0.6 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0204 ***********************************************************************
 EQ0204  DESIGNATION -  4626
 EQ0204  PID         -  EQ0204
 EQ0204  STATE/COUNTY-  NM/SOCORRO
 EQ0204  USGS QUAD   -  LEMITAR (1971)
 EQ0204
 EQ0204                         *CURRENT SURVEY CONTROL
 EQ0204  ___________________________________________________________________
 EQ0204* NAD 83(1986)-  34 08 26.     (N)    106 53 49.     (W)     SCALED    
 EQ0204* NAVD 88     -      1410.954  (meters)    4629.10   (feet)  POSTED    
 EQ0204  ___________________________________________________________________
 EQ0204  GEOID HEIGHT-         -22.03  (meters)                     GEOID03
 EQ0204  DYNAMIC HT  -        1408.960 (meters)    4622.56  (feet)  COMP
 EQ0204  MODELED GRAV-     979,177.3   (mgal)                       NAVD 88
 EQ0204
 EQ0204  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 EQ0204
 EQ0204.The horizontal coordinates were scaled from a topographic map and have
 EQ0204.an estimated accuracy of +/- 6 seconds.
 EQ0204
 EQ0204.The orthometric height was determined by differential leveling
 EQ0204.and adjusted by the National Geodetic Survey in 1992..
 EQ0204.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 EQ0204.rate of 2.1 thru 3.0 mm/km.
 EQ0204
 EQ0204.The geoid height was determined by GEOID03.
 EQ0204
 EQ0204.The dynamic height is computed by dividing the NAVD 88
 EQ0204.geopotential number by the normal gravity value computed on the
 EQ0204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0204.degrees latitude (g = 980.6199 gals.).
 EQ0204
 EQ0204.The modeled gravity was interpolated from observed gravity values.
 EQ0204
 EQ0204;                    North         East    Units  Estimated Accuracy
 EQ0204;SPC NM C     -   348,430.      440,340.      MT  (+/- 180 meters Scaled)
 EQ0204
 EQ0204                          SUPERSEDED SURVEY CONTROL
 EQ0204
 EQ0204  NGVD 29 (??/??/92) 1410.202  (m)         4626.64   (f) ADJ UNCH    1 2
 EQ0204
 EQ0204.Superseded values are not recommended for survey control.
 EQ0204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0204.See file dsdata.txt to determine how the superseded data were derived.
 EQ0204
 EQ0204_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT250793(NAD 83)
 EQ0204_MARKER: DD = SURVEY DISK
 EQ0204_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EQ0204_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EQ0204_STAMPING: 4626.725 71
 EQ0204_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EQ0204
 EQ0204  HISTORY     - Date     Condition        Report By
 EQ0204  HISTORY     - UNK      MONUMENTED       USGS
 EQ0204  HISTORY     - 1951     GOOD             NGS
 EQ0204
 EQ0204                          STATION DESCRIPTION
 EQ0204
 EQ0204'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 EQ0204'5.7 MI N FROM SOCORRO.
 EQ0204'5.7 MILES NORTH ALONG THE ATCHISON TOPEKA AND SANTA FE RAILROAD FROM
 EQ0204'THE STATION AT SOCORRO, AT A PRIVATE ROAD CROSSING, 2 POLES SOUTH OF
 EQ0204'MILEPOST 972, 45 FEET EAST OF THE EAST RAIL, 72 FEET SOUTHEAST OF THE
 EQ0204'CENTER OF THE ROAD CROSSING, 15 FEET NORTH OF THE CENTER OF A GATE,
 EQ0204'1.5 FEET WEST OF A FENCE, 2 FEET SOUTH OF A WITNESS POST, RIVETED ON
 EQ0204'THE TOP OF AN IRON PIPE WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0202 ***********************************************************************
 EQ0202  DESIGNATION -  4629
 EQ0202  PID         -  EQ0202
 EQ0202  STATE/COUNTY-  NM/SOCORRO
 EQ0202  USGS QUAD   -  LEMITAR (1971)
 EQ0202
 EQ0202                         *CURRENT SURVEY CONTROL
 EQ0202  ___________________________________________________________________
 EQ0202* NAD 83(1986)-  34 10 34.     (N)    106 54 13.     (W)     SCALED    
 EQ0202* NAVD 88     -      1411.947  (meters)    4632.36   (feet)  ADJUSTED  
 EQ0202  ___________________________________________________________________
 EQ0202  GEOID HEIGHT-         -21.97  (meters)                     GEOID03
 EQ0202  DYNAMIC HT  -        1409.962 (meters)    4625.85  (feet)  COMP
 EQ0202  MODELED GRAV-     979,181.9   (mgal)                       NAVD 88
 EQ0202
 EQ0202  VERT ORDER  -  FIRST     CLASS II
 EQ0202
 EQ0202.The horizontal coordinates were scaled from a topographic map and have
 EQ0202.an estimated accuracy of +/- 6 seconds.
 EQ0202
 EQ0202.The orthometric height was determined by differential leveling
 EQ0202.and adjusted by the National Geodetic Survey in June 1991..
 EQ0202
 EQ0202.The geoid height was determined by GEOID03.
 EQ0202
 EQ0202.The dynamic height is computed by dividing the NAVD 88
 EQ0202.geopotential number by the normal gravity value computed on the
 EQ0202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0202.degrees latitude (g = 980.6199 gals.).
 EQ0202
 EQ0202.The modeled gravity was interpolated from observed gravity values.
 EQ0202
 EQ0202;                    North         East    Units  Estimated Accuracy
 EQ0202;SPC NM C     -   352,380.      439,750.      MT  (+/- 180 meters Scaled)
 EQ0202
 EQ0202                          SUPERSEDED SURVEY CONTROL
 EQ0202
 EQ0202  NGVD 29 (??/??/92) 1411.193  (m)         4629.89   (f) ADJ UNCH    1 2
 EQ0202
 EQ0202.Superseded values are not recommended for survey control.
 EQ0202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0202.See file dsdata.txt to determine how the superseded data were derived.
 EQ0202
 EQ0202_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT245833(NAD 83)
 EQ0202_MARKER: DD = SURVEY DISK
 EQ0202_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EQ0202_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EQ0202_STAMPING: 4629.91 65 1931
 EQ0202_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EQ0202
 EQ0202  HISTORY     - Date     Condition        Report By
 EQ0202  HISTORY     - 1931     MONUMENTED       MRGCD
 EQ0202  HISTORY     - 1951     GOOD             NGS
 EQ0202  HISTORY     - 1980     MARK NOT FOUND   NGS
 EQ0202
 EQ0202                          STATION DESCRIPTION
 EQ0202
 EQ0202'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 EQ0202'8.1 MI N FROM SOCORRO.
 EQ0202'8.1 MILES NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD FROM
 EQ0202'THE STATION AT SOCORRO, 15 POLES NORTH OF MILEPOST 970, AT A ROAD
 EQ0202'CROSSING, 45 FEET WEST OF THE WEST RAIL, 32 FEET NORTH OF THE CENTER
 EQ0202'LINE OF THE ROAD, 14 FEET NORTHWEST OF A TELEGRAPH POLE, 2.3 FEET
 EQ0202'NORTHEAST OF A FENCE CORNER, 2 FEET EAST OF A FENCE, 2 FEET SOUTH OF A
 EQ0202'WITNESS POST, 1 FOOT ABOVE THE GROUND, SET IN THE TOP OF AN IRON PIPE
 EQ0202'FILLED WITH CONCRETE.
 EQ0202
 EQ0202                          STATION RECOVERY (1980)
 EQ0202
 EQ0202'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 EQ0202'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0441 ***********************************************************************
 DS0441  DESIGNATION -  4633
 DS0441  PID         -  DS0441
 DS0441  STATE/COUNTY-  NM/SOCORRO
 DS0441  USGS QUAD   -  MOUND SPRINGS (1982)
 DS0441
 DS0441                         *CURRENT SURVEY CONTROL
 DS0441  ___________________________________________________________________
 DS0441* NAD 83(1986)-  33 29 41.     (N)    106 19 50.     (W)     SCALED    
 DS0441* NAVD 88     -      1412.165  (meters)    4633.08   (feet)  ADJUSTED  
 DS0441  ___________________________________________________________________
 DS0441  GEOID HEIGHT-         -22.00  (meters)                     GEOID03
 DS0441  DYNAMIC HT  -        1410.144 (meters)    4626.45  (feet)  COMP
 DS0441  MODELED GRAV-     979,156.7   (mgal)                       NAVD 88
 DS0441
 DS0441  VERT ORDER  -  SECOND    CLASS 0
 DS0441
 DS0441.The horizontal coordinates were scaled from a topographic map and have
 DS0441.an estimated accuracy of +/- 6 seconds.
 DS0441
 DS0441.The orthometric height was determined by differential leveling
 DS0441.and adjusted by the National Geodetic Survey in June 1991..
 DS0441
 DS0441.The geoid height was determined by GEOID03.
 DS0441
 DS0441.The dynamic height is computed by dividing the NAVD 88
 DS0441.geopotential number by the normal gravity value computed on the
 DS0441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0441.degrees latitude (g = 980.6199 gals.).
 DS0441
 DS0441.The modeled gravity was interpolated from observed gravity values.
 DS0441
 DS0441;                    North         East    Units  Estimated Accuracy
 DS0441;SPC NM C     -   276,620.      492,520.      MT  (+/- 180 meters Scaled)
 DS0441
 DS0441                          SUPERSEDED SURVEY CONTROL
 DS0441
 DS0441  NGVD 29 (??/??/92) 1411.516  (m)         4630.95   (f) ADJ UNCH    2 0
 DS0441
 DS0441.Superseded values are not recommended for survey control.
 DS0441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0441.See file dsdata.txt to determine how the superseded data were derived.
 DS0441
 DS0441_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT763069(NAD 83)
 DS0441_MARKER: DD = SURVEY DISK
 DS0441_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DS0441_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DS0441_STAMPING: 4633
 DS0441_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DS0441
 DS0441  HISTORY     - Date     Condition        Report By
 DS0441  HISTORY     - UNK      MONUMENTED       USGS
 DS0441  HISTORY     - 1952     GOOD             NGS
 DS0441
 DS0441                          STATION DESCRIPTION
 DS0441
 DS0441'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DS0441'32.05 MI SW FROM CARRIZOZO.
 DS0441'14.8 MILES SOUTH ALONG U.S. HIGHWAY 54 FROM THE POST OFFICE AT
 DS0441'CARRIZOZO, THENCE 17.25 MILES WEST ALONG THE MOCKING BIRD GAP ROAD,
 DS0441'0.45 MILE WEST OF A CATTLE GUARD, 30 FEET NORTH OF THE CENTER LINE OF
 DS0441'THE ROAD, 3 FEET EAST OF A WITNESS POST, RIVETED ON THE TOP OF A 3 1/2
 DS0441'INCH IRON PIPE WHICH PROJECTS 1.0 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0542 ***********************************************************************
 DT0542  DESIGNATION -  4647.90
 DT0542  PID         -  DT0542
 DT0542  STATE/COUNTY-  NM/CATRON
 DT0542  USGS QUAD   -  HOLT MOUNTAIN (1965)
 DT0542
 DT0542                         *CURRENT SURVEY CONTROL
 DT0542  ___________________________________________________________________
 DT0542* NAD 83(1986)-  33 16 15.     (N)    108 52 23.     (W)     SCALED    
 DT0542* NAVD 88     -      1417.563  (meters)    4650.79   (feet)  ADJUSTED  
 DT0542  ___________________________________________________________________
 DT0542  GEOID HEIGHT-         -24.17  (meters)                     GEOID03
 DT0542  DYNAMIC HT  -        1415.430 (meters)    4643.79  (feet)  COMP
 DT0542  MODELED GRAV-     979,084.6   (mgal)                       NAVD 88
 DT0542
 DT0542  VERT ORDER  -  FIRST     CLASS II
 DT0542
 DT0542.The horizontal coordinates were scaled from a topographic map and have
 DT0542.an estimated accuracy of +/- 6 seconds.
 DT0542
 DT0542.The orthometric height was determined by differential leveling
 DT0542.and adjusted by the National Geodetic Survey in June 1991..
 DT0542
 DT0542.The geoid height was determined by GEOID03.
 DT0542
 DT0542.The dynamic height is computed by dividing the NAVD 88
 DT0542.geopotential number by the normal gravity value computed on the
 DT0542.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0542.degrees latitude (g = 980.6199 gals.).
 DT0542
 DT0542.The modeled gravity was interpolated from observed gravity values.
 DT0542
 DT0542;                    North         East    Units  Estimated Accuracy
 DT0542;SPC NM W     -   252,270.      733,140.      MT  (+/- 180 meters Scaled)
 DT0542
 DT0542                          SUPERSEDED SURVEY CONTROL
 DT0542
 DT0542.No superseded survey control is available for this station.
 DT0542
 DT0542_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB980833(NAD 83)
 DT0542_MARKER: DB = BENCH MARK DISK
 DT0542_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DT0542_SP_SET: CONCRETE HEADWALL
 DT0542_STAMPING: 4647.90
 DT0542_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DT0542+STABILITY: SURFACE MOTION
 DT0542
 DT0542  HISTORY     - Date     Condition        Report By
 DT0542  HISTORY     - UNK      MONUMENTED       BPR
 DT0542  HISTORY     - 1980     GOOD             NGS
 DT0542
 DT0542                          STATION DESCRIPTION
 DT0542
 DT0542'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 DT0542'6.3 KM SOUTH FROM GLENWOOD.
 DT0542'6.3 KILOMETERS (3.9 MILES) SOUTH ALONG U. S. HIGHWAY 180 FROM THE
 DT0542'POST OFFICE IN GLENWOOD, IN TOP OF THE NORTH END OF THE WEST
 DT0542'HEADWALL OF A CONCRETE CULVERT SETTING ON BEDROCK, 7.9 METERS
 DT0542'(25.9 FEET) WEST OF THE CENTER OF THE HIGHWAY.
 DT0542'THE MARK IS 1.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0197 ***********************************************************************
 EQ0197  DESIGNATION -  4650
 EQ0197  PID         -  EQ0197
 EQ0197  STATE/COUNTY-  NM/SOCORRO
 EQ0197  USGS QUAD   -  LEMITAR (1971)
 EQ0197
 EQ0197                         *CURRENT SURVEY CONTROL
 EQ0197  ___________________________________________________________________
 EQ0197* NAD 83(1986)-  34 13 03.     (N)    106 54 40.     (W)     SCALED    
 EQ0197* NAVD 88     -      1418.404  (meters)    4653.55   (feet)  ADJUSTED  
 EQ0197  ___________________________________________________________________
 EQ0197  GEOID HEIGHT-         -21.90  (meters)                     GEOID03
 EQ0197  DYNAMIC HT  -        1416.422 (meters)    4647.04  (feet)  COMP
 EQ0197  MODELED GRAV-     979,189.3   (mgal)                       NAVD 88
 EQ0197
 EQ0197  VERT ORDER  -  FIRST     CLASS II
 EQ0197
 EQ0197.The horizontal coordinates were scaled from a topographic map and have
 EQ0197.an estimated accuracy of +/- 6 seconds.
 EQ0197
 EQ0197.The orthometric height was determined by differential leveling
 EQ0197.and adjusted by the National Geodetic Survey in June 1991..
 EQ0197
 EQ0197.The geoid height was determined by GEOID03.
 EQ0197
 EQ0197.The dynamic height is computed by dividing the NAVD 88
 EQ0197.geopotential number by the normal gravity value computed on the
 EQ0197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0197.degrees latitude (g = 980.6199 gals.).
 EQ0197
 EQ0197.The modeled gravity was interpolated from observed gravity values.
 EQ0197
 EQ0197;                    North         East    Units  Estimated Accuracy
 EQ0197;SPC NM C     -   356,980.      439,090.      MT  (+/- 180 meters Scaled)
 EQ0197
 EQ0197                          SUPERSEDED SURVEY CONTROL
 EQ0197
 EQ0197  NGVD 29 (??/??/92) 1417.655  (m)         4651.09   (f) ADJ UNCH    1 2
 EQ0197
 EQ0197.Superseded values are not recommended for survey control.
 EQ0197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0197.See file dsdata.txt to determine how the superseded data were derived.
 EQ0197
 EQ0197_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT239879(NAD 83)
 EQ0197_MARKER: DD = SURVEY DISK
 EQ0197_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EQ0197_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EQ0197_STAMPING: 4650.97 6.3. 1931
 EQ0197_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EQ0197
 EQ0197  HISTORY     - Date     Condition        Report By
 EQ0197  HISTORY     - 1931     MONUMENTED       MRGCD
 EQ0197  HISTORY     - 1951     GOOD             NGS
 EQ0197  HISTORY     - 1980     POOR             NGS
 EQ0197
 EQ0197                          STATION DESCRIPTION
 EQ0197
 EQ0197'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 EQ0197'11.0 MI N FROM SOCORRO.
 EQ0197'11.0 MILES NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD FROM
 EQ0197'THE STATION AT SOCORRO, 8 1/2 POLES NORTH OF MILEPOST 967, AT A ROAD
 EQ0197'CROSSING, 120 FEET SOUTH OF THE CENTER LINE OF A ROAD, 45 FEET WEST OF
 EQ0197'THE WEST RAIL, 1.6 FEET SOUTHEAST OF A FENCE CORNER, 2 FEET EAST OF A
 EQ0197'FENCE, 2 FEET NORTH OF A WITNESS POST, 0.4 FOOT ABOVE THE GROUND, SET
 EQ0197'IN THE TOP OF AN IRON PIPE FILLED WITH CONCRETE.
 EQ0197
 EQ0197                          STATION RECOVERY (1980)
 EQ0197
 EQ0197'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 EQ0197'THIS MARK OMITTED FROM THE 1980 LEVELING.  THE CENTER OF THE DISK
 EQ0197'IS STILL IN THE PIPE, BUT HAS BEEN MUTILATED AND IS IN VERY POOR
 EQ0197'CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0543 ***********************************************************************
 DT0543  DESIGNATION -  4651.91
 DT0543  PID         -  DT0543
 DT0543  STATE/COUNTY-  NM/CATRON
 DT0543  USGS QUAD   -  HOLT MOUNTAIN (1965)
 DT0543
 DT0543                         *CURRENT SURVEY CONTROL
 DT0543  ___________________________________________________________________
 DT0543* NAD 83(1986)-  33 15 36.     (N)    108 52 19.     (W)     SCALED    
 DT0543* NAVD 88     -      1418.736  (meters)    4654.64   (feet)  ADJUSTED  
 DT0543  ___________________________________________________________________
 DT0543  GEOID HEIGHT-         -24.20  (meters)                     GEOID03
 DT0543  DYNAMIC HT  -        1416.601 (meters)    4647.63  (feet)  COMP
 DT0543  MODELED GRAV-     979,084.4   (mgal)                       NAVD 88
 DT0543
 DT0543  VERT ORDER  -  FIRST     CLASS II
 DT0543
 DT0543.The horizontal coordinates were scaled from a topographic map and have
 DT0543.an estimated accuracy of +/- 6 seconds.
 DT0543
 DT0543.The orthometric height was determined by differential leveling
 DT0543.and adjusted by the National Geodetic Survey in June 1991..
 DT0543
 DT0543.The geoid height was determined by GEOID03.
 DT0543
 DT0543.The dynamic height is computed by dividing the NAVD 88
 DT0543.geopotential number by the normal gravity value computed on the
 DT0543.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0543.degrees latitude (g = 980.6199 gals.).
 DT0543
 DT0543.The modeled gravity was interpolated from observed gravity values.
 DT0543
 DT0543;                    North         East    Units  Estimated Accuracy
 DT0543;SPC NM W     -   251,070.      733,230.      MT  (+/- 180 meters Scaled)
 DT0543
 DT0543                          SUPERSEDED SURVEY CONTROL
 DT0543
 DT0543.No superseded survey control is available for this station.
 DT0543
 DT0543_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB982821(NAD 83)
 DT0543_MARKER: DB = BENCH MARK DISK
 DT0543_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DT0543_SP_SET: CONCRETE HEADWALL
 DT0543_STAMPING: 55 4651.91
 DT0543_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DT0543+STABILITY: SURFACE MOTION
 DT0543
 DT0543  HISTORY     - Date     Condition        Report By
 DT0543  HISTORY     - 1955     MONUMENTED       BPR
 DT0543  HISTORY     - 1980     GOOD             NGS
 DT0543
 DT0543                          STATION DESCRIPTION
 DT0543
 DT0543'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 DT0543'7.6 KM SOUTH FROM GLENWOOD.
 DT0543'7.6 KILOMETERS (4.7 MILES) SOUTH ALONG U. S. HIGHWAY 180 FROM THE
 DT0543'POST OFFICE IN GLENWOOD, IN TOP OF THE NORTHEND OF THE EAST
 DT0543'HEADWALL OF RED COLT CANYON BRIDGE SETTING ON BEDROCK AND 6.0 METERS
 DT0543'(19.9  FEET) EAST OF THE CENTER OF THE HIGHWAY.
 DT0543'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0544 ***********************************************************************
 DT0544  DESIGNATION -  4663.18
 DT0544  PID         -  DT0544
 DT0544  STATE/COUNTY-  NM/CATRON
 DT0544  USGS QUAD   -  HOLT MOUNTAIN (1965)
 DT0544
 DT0544                         *CURRENT SURVEY CONTROL
 DT0544  ___________________________________________________________________
 DT0544* NAD 83(1986)-  33 15 23.     (N)    108 52 14.     (W)     SCALED    
 DT0544* NAVD 88     -      1422.220  (meters)    4666.07   (feet)  ADJUSTED  
 DT0544  ___________________________________________________________________
 DT0544  GEOID HEIGHT-         -24.21  (meters)                     GEOID03
 DT0544  DYNAMIC HT  -        1420.079 (meters)    4659.04  (feet)  COMP
 DT0544  MODELED GRAV-     979,083.1   (mgal)                       NAVD 88
 DT0544
 DT0544  VERT ORDER  -  FIRST     CLASS II
 DT0544
 DT0544.The horizontal coordinates were scaled from a topographic map and have
 DT0544.an estimated accuracy of +/- 6 seconds.
 DT0544
 DT0544.The orthometric height was determined by differential leveling
 DT0544.and adjusted by the National Geodetic Survey in June 1991..
 DT0544
 DT0544.The geoid height was determined by GEOID03.
 DT0544
 DT0544.The dynamic height is computed by dividing the NAVD 88
 DT0544.geopotential number by the normal gravity value computed on the
 DT0544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0544.degrees latitude (g = 980.6199 gals.).
 DT0544
 DT0544.The modeled gravity was interpolated from observed gravity values.
 DT0544
 DT0544;                    North         East    Units  Estimated Accuracy
 DT0544;SPC NM W     -   250,670.      733,360.      MT  (+/- 180 meters Scaled)
 DT0544
 DT0544                          SUPERSEDED SURVEY CONTROL
 DT0544
 DT0544.No superseded survey control is available for this station.
 DT0544
 DT0544_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB983817(NAD 83)
 DT0544_MARKER: DB = BENCH MARK DISK
 DT0544_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DT0544_SP_SET: CONCRETE HEADWALL
 DT0544_STAMPING: 55 4663.18
 DT0544_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DT0544+STABILITY: SURFACE MOTION
 DT0544
 DT0544  HISTORY     - Date     Condition        Report By
 DT0544  HISTORY     - 1955     MONUMENTED       BPR
 DT0544  HISTORY     - 1980     GOOD             NGS
 DT0544
 DT0544                          STATION DESCRIPTION
 DT0544
 DT0544'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 DT0544'8.1 KM SOUTH FROM GLENWOOD.
 DT0544'8.1 KILOMETERS (5.05 MILES) SOUTH ALONG U. S. HIGHWAY 180 FROM THE
 DT0544'POST OFFICE IN GLENWOOD, IN TOP OF THE EAST END OF THE NORTH
 DT0544'HEADWALL OF A CONCRETE CULVERT SETTING ON BEDROCK, 18.1 METERS
 DT0544'(59.5 FEET) NORTHWEST AND ACROSS THE HIGHWAY FROM MILE POST 56 AND
 DT0544'6.3 METERS (20.5 FEET) NORTH OF THE CENTER OF THE HIGHWAY.
 DT0544'THE MARK IS 0.2 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0326 ***********************************************************************
 DS0326  DESIGNATION -  4669
 DS0326  PID         -  DS0326
 DS0326  STATE/COUNTY-  NM/OTERO
 DS0326  USGS QUAD   -  THREE RIVERS (1981)
 DS0326
 DS0326                         *CURRENT SURVEY CONTROL
 DS0326  ___________________________________________________________________
 DS0326* NAD 83(1986)-  33 22 00.     (N)    106 04 22.     (W)     SCALED    
 DS0326* NAVD 88     -      1423.163  (meters)    4669.16   (feet)  ADJUSTED  
 DS0326  ___________________________________________________________________
 DS0326  GEOID HEIGHT-         -21.60  (meters)                     GEOID03
 DS0326  DYNAMIC HT  -        1421.118 (meters)    4662.45  (feet)  COMP
 DS0326  MODELED GRAV-     979,150.4   (mgal)                       NAVD 88
 DS0326
 DS0326  VERT ORDER  -  FIRST     CLASS II
 DS0326
 DS0326.The horizontal coordinates were scaled from a topographic map and have
 DS0326.an estimated accuracy of +/- 6 seconds.
 DS0326
 DS0326.The orthometric height was determined by differential leveling
 DS0326.and adjusted by the National Geodetic Survey in June 1991..
 DS0326
 DS0326.The geoid height was determined by GEOID03.
 DS0326
 DS0326.The dynamic height is computed by dividing the NAVD 88
 DS0326.geopotential number by the normal gravity value computed on the
 DS0326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0326.degrees latitude (g = 980.6199 gals.).
 DS0326
 DS0326.The modeled gravity was interpolated from observed gravity values.
 DS0326
 DS0326;                    North         East    Units  Estimated Accuracy
 DS0326;SPC NM C     -   262,430.      516,490.      MT  (+/- 180 meters Scaled)
 DS0326
 DS0326                          SUPERSEDED SURVEY CONTROL
 DS0326
 DS0326  NGVD 29 (??/??/92) 1422.525  (m)         4667.07   (f) ADJ UNCH    1 2
 DS0326
 DS0326.Superseded values are not recommended for survey control.
 DS0326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0326.See file dsdata.txt to determine how the superseded data were derived.
 DS0326
 DS0326_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDS002924(NAD 83)
 DS0326_MARKER: DD = SURVEY DISK
 DS0326_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DS0326_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DS0326_STAMPING: 4669
 DS0326_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DS0326
 DS0326  HISTORY     - Date     Condition        Report By
 DS0326  HISTORY     - UNK      MONUMENTED       USGS
 DS0326  HISTORY     - 1934     GOOD             NGS
 DS0326
 DS0326                          STATION DESCRIPTION
 DS0326
 DS0326'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DS0326'3.3 MI N FROM THREE RIVERS.
 DS0326'3.3 MILES NORTH ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 DS0326'STATION AT THREE RIVERS, OTERO COUNTY, 5 FEET NORTH OF THE FOURTH POLE
 DS0326'NORTH OF MILEPOST 1416, 99 FEET WEST OF THE CENTERLINE OF THE TRACK,
 DS0326'AND 1 FOOT EAST OF THE RIGHT-OF-WAY FENCE.  A UNITED STATES GEOLOGICAL
 DS0326'SURVEY STANDARD CAP, STAMPED 4669 AND RIVETED ON THE TOP OF A
 DS0326'3-1/2-INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0190 ***********************************************************************
 EQ0190  DESIGNATION -  4675
 EQ0190  PID         -  EQ0190
 EQ0190  STATE/COUNTY-  NM/SOCORRO
 EQ0190  USGS QUAD   -  SAN ACACIA (1971)
 EQ0190
 EQ0190                         *CURRENT SURVEY CONTROL
 EQ0190  ___________________________________________________________________
 EQ0190* NAD 83(1986)-  34 15 24.     (N)    106 53 14.     (W)     SCALED    
 EQ0190* NAVD 88     -      1425.228  (meters)    4675.94   (feet)  ADJUSTED  
 EQ0190  ___________________________________________________________________
 EQ0190  GEOID HEIGHT-         -21.84  (meters)                     GEOID03
 EQ0190  DYNAMIC HT  -        1423.251 (meters)    4669.45  (feet)  COMP
 EQ0190  MODELED GRAV-     979,199.2   (mgal)                       NAVD 88
 EQ0190
 EQ0190  VERT ORDER  -  FIRST     CLASS II
 EQ0190
 EQ0190.The horizontal coordinates were scaled from a topographic map and have
 EQ0190.an estimated accuracy of +/- 6 seconds.
 EQ0190
 EQ0190.The orthometric height was determined by differential leveling
 EQ0190.and adjusted by the National Geodetic Survey in June 1991..
 EQ0190
 EQ0190.The geoid height was determined by GEOID03.
 EQ0190
 EQ0190.The dynamic height is computed by dividing the NAVD 88
 EQ0190.geopotential number by the normal gravity value computed on the
 EQ0190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0190.degrees latitude (g = 980.6199 gals.).
 EQ0190
 EQ0190.The modeled gravity was interpolated from observed gravity values.
 EQ0190
 EQ0190;                    North         East    Units  Estimated Accuracy
 EQ0190;SPC NM C     -   361,310.      441,310.      MT  (+/- 180 meters Scaled)
 EQ0190
 EQ0190                          SUPERSEDED SURVEY CONTROL
 EQ0190
 EQ0190  NGVD 29 (??/??/92) 1424.496  (m)         4673.53   (f) ADJ UNCH    1 2
 EQ0190
 EQ0190.Superseded values are not recommended for survey control.
 EQ0190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0190.See file dsdata.txt to determine how the superseded data were derived.
 EQ0190
 EQ0190_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT262922(NAD 83)
 EQ0190_MARKER: DD = SURVEY DISK
 EQ0190_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EQ0190_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EQ0190_STAMPING: 4675.28 1933
 EQ0190_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EQ0190
 EQ0190  HISTORY     - Date     Condition        Report By
 EQ0190  HISTORY     - 1933     MONUMENTED       MRGCD
 EQ0190  HISTORY     - 1951     GOOD             NGS
 EQ0190
 EQ0190                          STATION DESCRIPTION
 EQ0190
 EQ0190'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 EQ0190'14.4 MI N FROM SOCORRO.
 EQ0190'14.4 MILES NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD FROM
 EQ0190'THE STATION AT SOCORRO, AT SAN ACACIA, 150 FEET NORTH OF BENCH MARK
 EQ0190'4676 (M.R.G.C.D.), 111 FEET NORTH OF THE NORTH RAIL, 2 FEET SOUTH OF A
 EQ0190'WITNESS POST, 0.6 FOOT ABOVE THE GROUND, SET IN THE TOP OF AN IRON
 EQ0190'PIPE FILLED WITH CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0191 ***********************************************************************
 EQ0191  DESIGNATION -  4676
 EQ0191  PID         -  EQ0191
 EQ0191  STATE/COUNTY-  NM/SOCORRO
 EQ0191  USGS QUAD   -  SAN ACACIA (1971)
 EQ0191
 EQ0191                         *CURRENT SURVEY CONTROL
 EQ0191  ___________________________________________________________________
 EQ0191* NAD 83(1986)-  34 15 24.     (N)    106 53 14.     (W)     SCALED    
 EQ0191* NAVD 88     -      1426.205  (meters)    4679.14   (feet)  ADJUSTED  
 EQ0191  ___________________________________________________________________
 EQ0191  GEOID HEIGHT-         -21.84  (meters)                     GEOID03
 EQ0191  DYNAMIC HT  -        1424.227 (meters)    4672.65  (feet)  COMP
 EQ0191  MODELED GRAV-     979,199.2   (mgal)                       NAVD 88
 EQ0191
 EQ0191  VERT ORDER  -  FIRST     CLASS II
 EQ0191
 EQ0191.The horizontal coordinates were scaled from a topographic map and have
 EQ0191.an estimated accuracy of +/- 6 seconds.
 EQ0191
 EQ0191.The orthometric height was determined by differential leveling
 EQ0191.and adjusted by the National Geodetic Survey in June 1991..
 EQ0191
 EQ0191.The geoid height was determined by GEOID03.
 EQ0191
 EQ0191.The dynamic height is computed by dividing the NAVD 88
 EQ0191.geopotential number by the normal gravity value computed on the
 EQ0191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0191.degrees latitude (g = 980.6199 gals.).
 EQ0191
 EQ0191.The modeled gravity was interpolated from observed gravity values.
 EQ0191
 EQ0191;                    North         East    Units  Estimated Accuracy
 EQ0191;SPC NM C     -   361,310.      441,310.      MT  (+/- 180 meters Scaled)
 EQ0191
 EQ0191                          SUPERSEDED SURVEY CONTROL
 EQ0191
 EQ0191  NGVD 29 (??/??/92) 1425.473  (m)         4676.74   (f) ADJ UNCH    1 2
 EQ0191
 EQ0191.Superseded values are not recommended for survey control.
 EQ0191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0191.See file dsdata.txt to determine how the superseded data were derived.
 EQ0191
 EQ0191_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT262922(NAD 83)
 EQ0191_MARKER: DD = SURVEY DISK
 EQ0191_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EQ0191_SP_SET: DAM
 EQ0191_STAMPING: 4676.54 1934
 EQ0191_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EQ0191
 EQ0191  HISTORY     - Date     Condition        Report By
 EQ0191  HISTORY     - 1934     MONUMENTED       MRGCD
 EQ0191  HISTORY     - 1951     GOOD             NGS
 EQ0191  HISTORY     - 20060313 GOOD             GEOCAC
 EQ0191
 EQ0191                          STATION DESCRIPTION
 EQ0191
 EQ0191'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 EQ0191'14.4 MI N FROM SOCORRO.
 EQ0191'14.4 MILES NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD FROM
 EQ0191'THE STATION AT SOCORRO, AT SAN ACACIA, 39 FEET SOUTH OF THE SOUTH
 EQ0191'RAIL, SET IN THE TOP OF THE CENTER OF THE NORTH END OF A DIVERSION
 EQ0191'DAM, 10 FEET SOUTH OF THE NORTH END OF THE DAM.
 EQ0191
 EQ0191                          STATION RECOVERY (2006)
 EQ0191
 EQ0191'RECOVERY NOTE BY GEOCACHING 2006 (BMC)
 EQ0191'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0185 ***********************************************************************
 EQ0185  DESIGNATION -  4698
 EQ0185  PID         -  EQ0185
 EQ0185  STATE/COUNTY-  NM/SOCORRO
 EQ0185  USGS QUAD   -  LA JOYA (1971)
 EQ0185
 EQ0185                         *CURRENT SURVEY CONTROL
 EQ0185  ___________________________________________________________________
 EQ0185* NAD 83(1986)-  34 16 48.     (N)    106 51 04.     (W)     SCALED    
 EQ0185* NAVD 88     -      1432.840  (meters)    4700.91   (feet)  ADJUSTED  
 EQ0185  ___________________________________________________________________
 EQ0185  GEOID HEIGHT-         -21.78  (meters)                     GEOID03
 EQ0185  DYNAMIC HT  -        1430.846 (meters)    4694.37  (feet)  COMP
 EQ0185  MODELED GRAV-     979,194.2   (mgal)                       NAVD 88
 EQ0185
 EQ0185  VERT ORDER  -  FIRST     CLASS II
 EQ0185
 EQ0185.The horizontal coordinates were scaled from a topographic map and have
 EQ0185.an estimated accuracy of +/- 6 seconds.
 EQ0185
 EQ0185.The orthometric height was determined by differential leveling
 EQ0185.and adjusted by the National Geodetic Survey in June 1991..
 EQ0185
 EQ0185.The geoid height was determined by GEOID03.
 EQ0185
 EQ0185.The dynamic height is computed by dividing the NAVD 88
 EQ0185.geopotential number by the normal gravity value computed on the
 EQ0185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0185.degrees latitude (g = 980.6199 gals.).
 EQ0185
 EQ0185.The modeled gravity was interpolated from observed gravity values.
 EQ0185
 EQ0185;                    North         East    Units  Estimated Accuracy
 EQ0185;SPC NM C     -   363,870.      444,660.      MT  (+/- 180 meters Scaled)
 EQ0185
 EQ0185                          SUPERSEDED SURVEY CONTROL
 EQ0185
 EQ0185  NGVD 29 (??/??/92) 1432.101  (m)         4698.48   (f) ADJ UNCH    1 2
 EQ0185
 EQ0185.Superseded values are not recommended for survey control.
 EQ0185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0185.See file dsdata.txt to determine how the superseded data were derived.
 EQ0185
 EQ0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT296947(NAD 83)
 EQ0185_MARKER: DD = SURVEY DISK
 EQ0185_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EQ0185_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EQ0185_STAMPING: 60
 EQ0185_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EQ0185
 EQ0185  HISTORY     - Date     Condition        Report By
 EQ0185  HISTORY     - UNK      MONUMENTED       USGS
 EQ0185  HISTORY     - 1951     GOOD             NGS
 EQ0185
 EQ0185                          STATION DESCRIPTION
 EQ0185
 EQ0185'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 EQ0185'2.9 MI N FROM SAN ACACIA.
 EQ0185'2.9 MILES NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD FROM
 EQ0185'THE DIVERSION DAM AT SAN ACACIA, 14 1/2 POLES SOUTH OF MILEPOST 960, 5
 EQ0185'RAILS SOUTH OF BRIDGE 960 D, 46 FEET WEST OF THE WEST RAIL, 1.2 FEET
 EQ0185'EAST OF A FENCE, RIVETED ON THE TOP OF AN IRON PIPE WHICH PROJECTS 0.8
 EQ0185'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1124 ***********************************************************************
 CX1124  DESIGNATION -  47 C
 CX1124  PID         -  CX1124
 CX1124  STATE/COUNTY-  NM/SIERRA
 CX1124  USGS QUAD   -  MC CLEDE MOUNTAIN (1985)
 CX1124
 CX1124                         *CURRENT SURVEY CONTROL
 CX1124  ___________________________________________________________________
 CX1124* NAD 83(1986)-  32 51 48.     (N)    107 32 10.     (W)     SCALED    
 CX1124* NAVD 88     -      1627.630  (meters)    5339.98   (feet)  ADJUSTED  
 CX1124  ___________________________________________________________________
 CX1124  GEOID HEIGHT-         -23.32  (meters)                     GEOID03
 CX1124  DYNAMIC HT  -        1625.160 (meters)    5331.88  (feet)  COMP
 CX1124  MODELED GRAV-     979,062.2   (mgal)                       NAVD 88
 CX1124
 CX1124  VERT ORDER  -  SECOND    CLASS 0
 CX1124
 CX1124.The horizontal coordinates were scaled from a topographic map and have
 CX1124.an estimated accuracy of +/- 6 seconds.
 CX1124
 CX1124.The orthometric height was determined by differential leveling
 CX1124.and adjusted by the National Geodetic Survey in June 1991..
 CX1124
 CX1124.The geoid height was determined by GEOID03.
 CX1124
 CX1124.The dynamic height is computed by dividing the NAVD 88
 CX1124.geopotential number by the normal gravity value computed on the
 CX1124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX1124.degrees latitude (g = 980.6199 gals.).
 CX1124
 CX1124.The modeled gravity was interpolated from observed gravity values.
 CX1124
 CX1124;                    North         East    Units  Estimated Accuracy
 CX1124;SPC NM W     -   206,640.      857,820.      MT  (+/- 180 meters Scaled)
 CX1124
 CX1124                          SUPERSEDED SURVEY CONTROL
 CX1124
 CX1124  NGVD 29 (??/??/92) 1626.874  (m)         5337.50   (f) ADJ UNCH    2 0
 CX1124
 CX1124.Superseded values are not recommended for survey control.
 CX1124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1124.See file dsdata.txt to determine how the superseded data were derived.
 CX1124
 CX1124_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBS626389(NAD 83)
 CX1124_MARKER: DD = SURVEY DISK
 CX1124_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX1124_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CX1124_STAMPING: 5338 47 C 1934
 CX1124_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX1124+STABILITY: SURFACE MOTION
 CX1124
 CX1124  HISTORY     - Date     Condition        Report By
 CX1124  HISTORY     - 1934     MONUMENTED       USGS
 CX1124  HISTORY     - 1953     GOOD             NGS
 CX1124
 CX1124                          STATION DESCRIPTION
 CX1124
 CX1124'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CX1124'4.7 MI S FROM HILLSBORO.
 CX1124'4.7 MILES SOUTH ALONG NEW MEXICO STATE HIGHWAY 27 FROM THE JUNCTION OF
 CX1124'NEW MEXICO STATE HIGHWAYS 27 AND 180 AT HILLSBORO, 0.3 MILE SOUTHEAST
 CX1124'OF A CATTLE GUARD, ON THE CREST OF A HILL, 134 FEET NORTHEAST OF A
 CX1124'TELEPHONE POLE, 26 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 CX1124'1.1 FEET NORTHEAST OF A REFERENCE POST, ABOUT 3 FEET HIGHER THAN THE
 CX1124'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT
 CX1124'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CF0019 ***********************************************************************
 CF0019  DESIGNATION -  4707
 CF0019  PID         -  CF0019
 CF0019  STATE/COUNTY-  NM/GRANT
 CF0019  USGS QUAD   -  HAT TOP MOUNTAIN (1964)
 CF0019
 CF0019                         *CURRENT SURVEY CONTROL
 CF0019  ___________________________________________________________________
 CF0019* NAD 83(1986)-  31 53 11.     (N)    108 13 24.     (W)     SCALED    
 CF0019* NAVD 88     -      1435.39   (+/-2cm)    4709.3    (feet)  VERTCON   
 CF0019  ___________________________________________________________________
 CF0019  GEOID HEIGHT-         -25.11  (meters)                     GEOID03
 CF0019
 CF0019  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CF0019
 CF0019.The horizontal coordinates were scaled from a topographic map and have
 CF0019.an estimated accuracy of +/- 6 seconds.
 CF0019
 CF0019.The NAVD 88 height was computed by applying the VERTCON shift value to
 CF0019.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CF0019.The vertical order pertains to the NGVD 29 superseded value.
 CF0019
 CF0019.The geoid height was determined by GEOID03.
 CF0019
 CF0019;                    North         East    Units  Estimated Accuracy
 CF0019;SPC NM W     -    98,340.      793,110.      MT  (+/- 180 meters Scaled)
 CF0019
 CF0019                          SUPERSEDED SURVEY CONTROL
 CF0019
 CF0019  NGVD 29 (??/??/92) 1434.599  (m)         4706.68   (f) ADJ UNCH    2 0
 CF0019
 CF0019.Superseded values are not recommended for survey control.
 CF0019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0019.See file dsdata.txt to determine how the superseded data were derived.
 CF0019
 CF0019_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RYA626312(NAD 83)
 CF0019_MARKER: DD = SURVEY DISK
 CF0019_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CF0019_SP_SET: BRIDGE
 CF0019_STAMPING: 4707 EL. 4706.865
 CF0019_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CF0019
 CF0019  HISTORY     - Date     Condition        Report By
 CF0019  HISTORY     - UNK      MONUMENTED       USGS
 CF0019  HISTORY     - 1935     GOOD             NGS
 CF0019  HISTORY     - 1958     GOOD             NGS
 CF0019
 CF0019                          STATION DESCRIPTION
 CF0019
 CF0019'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 CF0019'6.2 MI E FROM HACHITA.
 CF0019'6.2 MI. E. OF DEPOT ALONG THE S.P.R.R., 600 FT. E. OF CONTINENTAL
 CF0019'STA., AND SET ON THE N. SIDE OF THE E. END OF A CONC. BRIDGE.
 CF0019
 CF0019                          STATION RECOVERY (1958)
 CF0019
 CF0019'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 CF0019'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0538 ***********************************************************************
 DT0538  DESIGNATION -  4713.79
 DT0538  PID         -  DT0538
 DT0538  STATE/COUNTY-  NM/CATRON
 DT0538  USGS QUAD   -  GLENWOOD (1965)
 DT0538
 DT0538                         *CURRENT SURVEY CONTROL
 DT0538  ___________________________________________________________________
 DT0538* NAD 83(1986)-  33 19 01.     (N)    108 53 00.     (W)     SCALED    
 DT0538* NAVD 88     -      1437.156  (meters)    4715.07   (feet)  ADJUSTED  
 DT0538  ___________________________________________________________________
 DT0538  GEOID HEIGHT-         -24.05  (meters)                     GEOID03
 DT0538  DYNAMIC HT  -        1434.998 (meters)    4707.99  (feet)  COMP
 DT0538  MODELED GRAV-     979,086.6   (mgal)                       NAVD 88
 DT0538
 DT0538  VERT ORDER  -  FIRST     CLASS II
 DT0538
 DT0538.The horizontal coordinates were scaled from a topographic map and have
 DT0538.an estimated accuracy of +/- 6 seconds.
 DT0538
 DT0538.The orthometric height was determined by differential leveling
 DT0538.and adjusted by the National Geodetic Survey in June 1991..
 DT0538
 DT0538.The geoid height was determined by GEOID03.
 DT0538
 DT0538.The dynamic height is computed by dividing the NAVD 88
 DT0538.geopotential number by the normal gravity value computed on the
 DT0538.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0538.degrees latitude (g = 980.6199 gals.).
 DT0538
 DT0538.The modeled gravity was interpolated from observed gravity values.
 DT0538
 DT0538;                    North         East    Units  Estimated Accuracy
 DT0538;SPC NM W     -   257,400.      732,230.      MT  (+/- 180 meters Scaled)
 DT0538
 DT0538                          SUPERSEDED SURVEY CONTROL
 DT0538
 DT0538  NGVD 29 (??/??/92) 1436.288  (m)         4712.22   (f) ADJ UNCH    1 2
 DT0538
 DT0538.Superseded values are not recommended for survey control.
 DT0538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0538.See file dsdata.txt to determine how the superseded data were derived.
 DT0538
 DT0538_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB970884(NAD 83)
 DT0538_MARKER: DB = BENCH MARK DISK
 DT0538_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DT0538_SP_SET: BRIDGE GUARDRAIL
 DT0538_STAMPING: 4713.79 7 29 1928
 DT0538_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DT0538+STABILITY: SURFACE MOTION
 DT0538
 DT0538  HISTORY     - Date     Condition        Report By
 DT0538  HISTORY     - 1928     MONUMENTED       BPR
 DT0538  HISTORY     - 1980     GOOD             NGS
 DT0538
 DT0538                          STATION DESCRIPTION
 DT0538
 DT0538'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 DT0538'IN GLENWOOD.
 DT0538'IN GLENWOOD, IN TOP OF THE NORTH END OF THE WEST GUARD RAIL
 DT0538'OF THE BRIDGE OVER WHITEWATER CREEK, 3.6 METERS (12.0 FEET) WEST
 DT0538'OF THE CENTER OF THE HIGHWAY, 2.4 METERS (8.0 FEET) SOUTH OF MILE
 DT0538'POLE 51 AND 0.3 METER (1.0 FOOT) SOUTH OF THE NORTHWEST END OF
 DT0538'THE GUARDRAIL.
 DT0538'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0818 ***********************************************************************
 DS0818  DESIGNATION -  4727
 DS0818  PID         -  DS0818
 DS0818  STATE/COUNTY-  NM/SIERRA
 DS0818  USGS QUAD   -  ENGLE (1985)
 DS0818
 DS0818                         *CURRENT SURVEY CONTROL
 DS0818  ___________________________________________________________________
 DS0818* NAD 83(1986)-  33 10 37.     (N)    107 01 50.     (W)     SCALED    
 DS0818* NAVD 88     -      1454.526  (meters)    4772.06   (feet)  ADJUSTED  
 DS0818  ___________________________________________________________________
 DS0818  GEOID HEIGHT-         -22.92  (meters)                     GEOID03
 DS0818  DYNAMIC HT  -        1452.401 (meters)    4765.09  (feet)  COMP
 DS0818  MODELED GRAV-     979,126.1   (mgal)                       NAVD 88
 DS0818
 DS0818  VERT ORDER  -  FIRST     CLASS II
 DS0818
 DS0818.The horizontal coordinates were scaled from a topographic map and have
 DS0818.an estimated accuracy of +/- 6 seconds.
 DS0818
 DS0818.The orthometric height was determined by differential leveling
 DS0818.and adjusted by the National Geodetic Survey in June 1991..
 DS0818
 DS0818.The geoid height was determined by GEOID03.
 DS0818
 DS0818.The dynamic height is computed by dividing the NAVD 88
 DS0818.geopotential number by the normal gravity value computed on the
 DS0818.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0818.degrees latitude (g = 980.6199 gals.).
 DS0818
 DS0818.The modeled gravity was interpolated from observed gravity values.
 DS0818
 DS0818;                    North         East    Units  Estimated Accuracy
 DS0818;SPC NM W     -   241,670.      904,870.      MT  (+/- 180 meters Scaled)
 DS0818
 DS0818                          SUPERSEDED SURVEY CONTROL
 DS0818
 DS0818  NGVD 29 (??/??/92) 1453.880  (m)         4769.94   (f) ADJ UNCH    1 2
 DS0818
 DS0818.Superseded values are not recommended for survey control.
 DS0818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0818.See file dsdata.txt to determine how the superseded data were derived.
 DS0818
 DS0818_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS106727(NAD 83)
 DS0818_MARKER: P = PIPE CAP
 DS0818_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DS0818_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DS0818_STAMPING: 4770.115
 DS0818_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DS0818
 DS0818  HISTORY     - Date     Condition        Report By
 DS0818  HISTORY     - UNK      MONUMENTED       USGS
 DS0818  HISTORY     - 1952     GOOD             NGS
 DS0818
 DS0818                          STATION DESCRIPTION
 DS0818
 DS0818'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DS0818'IN ENGLE.
 DS0818'AT ENGLE, 190 FEET NORTH OF THE NORTHEAST CORNER OF THE ATCHISON
 DS0818'TOPEKA AND SANTA FE RAILROAD STATION, 28.7 FEET EAST OF THE EAST RAIL
 DS0818'OF THE MAIN TRACK, 25.4 FEET WEST OF THE WEST RAIL OF A SIDE TRACK, 1
 DS0818'FOOT SOUTH OF A WITNESS POST, RIVETED ON THE TOP OF AN IRON PIPE WHICH
 DS0818'PROJECTS 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0170 ***********************************************************************
 EQ0170  DESIGNATION -  4729
 EQ0170  PID         -  EQ0170
 EQ0170  STATE/COUNTY-  NM/SOCORRO
 EQ0170  USGS QUAD   -  ABEYTAS (1979)
 EQ0170
 EQ0170                         *CURRENT SURVEY CONTROL
 EQ0170  ___________________________________________________________________
 EQ0170* NAD 83(1986)-  34 24 55.     (N)    106 50 07.     (W)     SCALED    
 EQ0170* NAVD 88     -      1442.287  (meters)    4731.90   (feet)  ADJUSTED  
 EQ0170  ___________________________________________________________________
 EQ0170  GEOID HEIGHT-         -21.82  (meters)                     GEOID03
 EQ0170  DYNAMIC HT  -        1440.286 (meters)    4725.34  (feet)  COMP
 EQ0170  MODELED GRAV-     979,198.6   (mgal)                       NAVD 88
 EQ0170
 EQ0170  VERT ORDER  -  FIRST     CLASS II
 EQ0170
 EQ0170.The horizontal coordinates were scaled from a topographic map and have
 EQ0170.an estimated accuracy of +/- 6 seconds.
 EQ0170
 EQ0170.The orthometric height was determined by differential leveling
 EQ0170.and adjusted by the National Geodetic Survey in June 1991..
 EQ0170.WARNING-Repeat measurements at this control monument indicate possible
 EQ0170.vertical movement.
 EQ0170
 EQ0170.The geoid height was determined by GEOID03.
 EQ0170
 EQ0170.The dynamic height is computed by dividing the NAVD 88
 EQ0170.geopotential number by the normal gravity value computed on the
 EQ0170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0170.degrees latitude (g = 980.6199 gals.).
 EQ0170
 EQ0170.The modeled gravity was interpolated from observed gravity values.
 EQ0170
 EQ0170;                    North         East    Units  Estimated Accuracy
 EQ0170;SPC NM C     -   378,870.      446,200.      MT  (+/- 180 meters Scaled)
 EQ0170
 EQ0170                          SUPERSEDED SURVEY CONTROL
 EQ0170
 EQ0170.No superseded survey control is available for this station.
 EQ0170
 EQ0170_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU313097(NAD 83)
 EQ0170_MARKER: DD = SURVEY DISK
 EQ0170_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EQ0170_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EQ0170_STAMPING: 4729 36 1 16 1932
 EQ0170_PROJECTION: PROJECTING 20 CENTIMETERS
 EQ0170_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EQ0170_ROD/PIPE-DEPTH: 1.2  meters
 EQ0170
 EQ0170  HISTORY     - Date     Condition        Report By
 EQ0170  HISTORY     - 1932     MONUMENTED       MRGCD
 EQ0170  HISTORY     - 1951     GOOD             NGS
 EQ0170  HISTORY     - 1980     GOOD             NGS
 EQ0170
 EQ0170                          STATION DESCRIPTION
 EQ0170
 EQ0170'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 EQ0170'0.25 MI S FROM BERNARDO.
 EQ0170'0.25 MILE SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD FROM
 EQ0170'THE OVERPASS OF U.S. HIGHWAY 60 AT BERNARDO, AT MILEPOST 950, 46 FEET
 EQ0170'WEST OF THE WEST RAIL, 1 FOOT EAST OF A FENCE, 2 FEET NORTH OF A
 EQ0170'WITNESS POST, SET IN THE TOP OF AN IRON PIPE WHICH PROJECTS 0.8 FOOT
 EQ0170'ABOVE THE GROUND.
 EQ0170
 EQ0170                          STATION RECOVERY (1980)
 EQ0170
 EQ0170'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 EQ0170'0.4 KM (0.25 MI) EAST ALONG U.S. HIGHWAY 60 FROM ITS JUNCTION WITH
 EQ0170'INTERSTATE HIGHWAY 25 IN BERNARDO, THENCE 0.4 KM (0.25 MI) SOUTHWEST
 EQ0170'ALONG THE ATCHISON TOPEKA AND SANTA FE RAILROAD, 14.0 METERS (46.0 FT)
 EQ0170'NORTHWEST OF THE NEAR RAIL OF THE RAILROAD TRACKS, 12.2 METERS
 EQ0170'(40.0 FT) WEST OF MILEPOST 950, 4.7 METERS (15.5 FT) SOUTHEAST OF
 EQ0170'THE CENTER OF A GRAVELED ROAD, 0.6 METERS (2.0 FT) NORTH OF A
 EQ0170'WOODEN 4X4-INCH WITNESS POST, AND 0.3 METERS (1.0 FT) SOUTHEAST
 EQ0170'OF A FENCE.
 EQ0170'THE MARK IS 0.5 METERS  E FROM A WITNESS POST.
 EQ0170'THE MARK IS 0.6 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0171 ***********************************************************************
 EQ0171  DESIGNATION -  4736
 EQ0171  PID         -  EQ0171
 EQ0171  STATE/COUNTY-  NM/SOCORRO
 EQ0171  USGS QUAD   -  ABEYTAS (1979)
 EQ0171
 EQ0171                         *CURRENT SURVEY CONTROL
 EQ0171  ___________________________________________________________________
 EQ0171* NAD 83(1986)-  34 24 06.     (N)    106 50 32.     (W)     SCALED    
 EQ0171* NAVD 88     -      1444.530  (meters)    4739.26   (feet)  ADJUSTED  
 EQ0171  ___________________________________________________________________
 EQ0171  GEOID HEIGHT-         -21.82  (meters)                     GEOID03
 EQ0171  DYNAMIC HT  -        1442.525 (meters)    4732.68  (feet)  COMP
 EQ0171  MODELED GRAV-     979,198.0   (mgal)                       NAVD 88
 EQ0171
 EQ0171  VERT ORDER  -  FIRST     CLASS II
 EQ0171
 EQ0171.The horizontal coordinates were scaled from a topographic map and have
 EQ0171.an estimated accuracy of +/- 6 seconds.
 EQ0171
 EQ0171.The orthometric height was determined by differential leveling
 EQ0171.and adjusted by the National Geodetic Survey in June 1991..
 EQ0171
 EQ0171.The geoid height was determined by GEOID03.
 EQ0171
 EQ0171.The dynamic height is computed by dividing the NAVD 88
 EQ0171.geopotential number by the normal gravity value computed on the
 EQ0171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0171.degrees latitude (g = 980.6199 gals.).
 EQ0171
 EQ0171.The modeled gravity was interpolated from observed gravity values.
 EQ0171
 EQ0171;                    North         East    Units  Estimated Accuracy
 EQ0171;SPC NM C     -   377,360.      445,550.      MT  (+/- 180 meters Scaled)
 EQ0171
 EQ0171                          SUPERSEDED SURVEY CONTROL
 EQ0171
 EQ0171  NGVD 29 (??/??/92) 1443.792  (m)         4736.84   (f) ADJ UNCH    1 2
 EQ0171
 EQ0171.Superseded values are not recommended for survey control.
 EQ0171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0171.See file dsdata.txt to determine how the superseded data were derived.
 EQ0171
 EQ0171_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU306082(NAD 83)
 EQ0171_MARKER: DD = SURVEY DISK
 EQ0171_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EQ0171_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EQ0171_STAMPING: 4736 70 16 1932
 EQ0171_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EQ0171
 EQ0171  HISTORY     - Date     Condition        Report By
 EQ0171  HISTORY     - 1932     MONUMENTED       MRGCD
 EQ0171  HISTORY     - 1951     GOOD             NGS
 EQ0171
 EQ0171                          STATION DESCRIPTION
 EQ0171
 EQ0171'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 EQ0171'1.25 MI S FROM BERNARDO.
 EQ0171'1.25 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD FROM
 EQ0171'THE OVERPASS ON U.S. HIGHWAY 60 NEAR BERNARDO, 1/2 POLE NORTH OF
 EQ0171'MILEPOST 951, 1 POLE SOUTH OF A SECTION HOUSE, 46.6 FEET WEST OF THE
 EQ0171'WEST RAIL, 27.3 FEET SOUTH OF A POWER POLE, 1.4 FEET EAST OF A FENCE,
 EQ0171'2 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF AN IRON PIPE WHICH
 EQ0171'PROJECTS 0.8 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0165 ***********************************************************************
 EQ0165  DESIGNATION -  4738
 EQ0165  PID         -  EQ0165
 EQ0165  STATE/COUNTY-  NM/SOCORRO
 EQ0165  USGS QUAD   -  ABEYTAS (1979)
 EQ0165
 EQ0165                         *CURRENT SURVEY CONTROL
 EQ0165  ___________________________________________________________________
 EQ0165* NAD 83(1986)-  34 25 08.     (N)    106 50 00.     (W)     SCALED    
 EQ0165* NAVD 88     -      1445.038  (meters)    4740.93   (feet)  ADJUSTED  
 EQ0165  ___________________________________________________________________
 EQ0165  GEOID HEIGHT-         -21.83  (meters)                     GEOID03
 EQ0165  DYNAMIC HT  -        1443.034 (meters)    4734.35  (feet)  COMP
 EQ0165  MODELED GRAV-     979,198.6   (mgal)                       NAVD 88
 EQ0165
 EQ0165  VERT ORDER  -  FIRST     CLASS II
 EQ0165
 EQ0165.The horizontal coordinates were scaled from a topographic map and have
 EQ0165.an estimated accuracy of +/- 6 seconds.
 EQ0165
 EQ0165.The orthometric height was determined by differential leveling
 EQ0165.and adjusted by the National Geodetic Survey in June 1991..
 EQ0165
 EQ0165.The geoid height was determined by GEOID03.
 EQ0165
 EQ0165.The dynamic height is computed by dividing the NAVD 88
 EQ0165.geopotential number by the normal gravity value computed on the
 EQ0165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0165.degrees latitude (g = 980.6199 gals.).
 EQ0165
 EQ0165.The modeled gravity was interpolated from observed gravity values.
 EQ0165
 EQ0165;                    North         East    Units  Estimated Accuracy
 EQ0165;SPC NM C     -   379,270.      446,380.      MT  (+/- 180 meters Scaled)
 EQ0165
 EQ0165                          SUPERSEDED SURVEY CONTROL
 EQ0165
 EQ0165  NGVD 29 (??/??/92) 1444.302  (m)         4738.51   (f) ADJ UNCH    1 2
 EQ0165
 EQ0165.Superseded values are not recommended for survey control.
 EQ0165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0165.See file dsdata.txt to determine how the superseded data were derived.
 EQ0165
 EQ0165_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU315101(NAD 83)
 EQ0165_MARKER: Q = CHISELED SQUARE
 EQ0165_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EQ0165_SP_SET: CULVERT
 EQ0165_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EQ0165
 EQ0165  HISTORY     - Date     Condition        Report By
 EQ0165  HISTORY     - UNK      MONUMENTED       USGS
 EQ0165  HISTORY     - 1951     GOOD             NGS
 EQ0165  HISTORY     - 20050312 MARK NOT FOUND   GEOCAC
 EQ0165
 EQ0165                          STATION DESCRIPTION
 EQ0165
 EQ0165'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 EQ0165'IN BERNARDO.
 EQ0165'AT BERNARDO, 110 FEET NORTH OF THE OVERPASS ON U.S. HIGHWAY 60, 28
 EQ0165'FEET WEST OF THE WEST RAIL OF THE ATCHISON, TOPEKA AND SANTA FE
 EQ0165'RAILROAD, ON THE TOP OF THE NORTHWEST END OF THE NORTHWEST WINGWALL OF
 EQ0165'CULVERT 949 AA.
 EQ0165
 EQ0165                          STATION RECOVERY (2005)
 EQ0165
 EQ0165'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 EQ0165'THE WINGWALL IS MUCH FURTHER WEST THAN DESCRIBED.  THE BRIDGE IS NEW,
 EQ0165'AND THE STATION PRESUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0162 ***********************************************************************
 EQ0162  DESIGNATION -  4740
 EQ0162  PID         -  EQ0162
 EQ0162  STATE/COUNTY-  NM/SOCORRO
 EQ0162  USGS QUAD   -  ABEYTAS (1979)
 EQ0162
 EQ0162                         *CURRENT SURVEY CONTROL
 EQ0162  ___________________________________________________________________
 EQ0162* NAD 83(1986)-  34 25 40.     (N)    106 49 43.     (W)     SCALED    
 EQ0162* NAVD 88     -      1445.582  (meters)    4742.71   (feet)  ADJUSTED  
 EQ0162  ___________________________________________________________________
 EQ0162  GEOID HEIGHT-         -21.83  (meters)                     GEOID03
 EQ0162  DYNAMIC HT  -        1443.577 (meters)    4736.14  (feet)  COMP
 EQ0162  MODELED GRAV-     979,198.8   (mgal)                       NAVD 88
 EQ0162
 EQ0162  VERT ORDER  -  FIRST     CLASS II
 EQ0162
 EQ0162.The horizontal coordinates were scaled from a topographic map and have
 EQ0162.an estimated accuracy of +/- 6 seconds.
 EQ0162
 EQ0162.The orthometric height was determined by differential leveling
 EQ0162.and adjusted by the National Geodetic Survey in June 1991..
 EQ0162.WARNING-Repeat measurements at this control monument indicate possible
 EQ0162.vertical movement.
 EQ0162
 EQ0162.The geoid height was determined by GEOID03.
 EQ0162
 EQ0162.The dynamic height is computed by dividing the NAVD 88
 EQ0162.geopotential number by the normal gravity value computed on the
 EQ0162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0162.degrees latitude (g = 980.6199 gals.).
 EQ0162
 EQ0162.The modeled gravity was interpolated from observed gravity values.
 EQ0162
 EQ0162;                    North         East    Units  Estimated Accuracy
 EQ0162;SPC NM C     -   380,250.      446,820.      MT  (+/- 180 meters Scaled)
 EQ0162
 EQ0162                          SUPERSEDED SURVEY CONTROL
 EQ0162
 EQ0162.No superseded survey control is available for this station.
 EQ0162
 EQ0162_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU319111(NAD 83)
 EQ0162_MARKER: DD = SURVEY DISK
 EQ0162_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EQ0162_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EQ0162_STAMPING: 4740.000 49
 EQ0162_MARK LOGO: USGS  
 EQ0162_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EQ0162
 EQ0162  HISTORY     - Date     Condition        Report By
 EQ0162  HISTORY     - UNK      MONUMENTED       USGS
 EQ0162  HISTORY     - 1951     GOOD             NGS
 EQ0162  HISTORY     - 1982     GOOD             NGS
 EQ0162
 EQ0162                          STATION DESCRIPTION
 EQ0162
 EQ0162'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 EQ0162'0.75 MI N FROM BERNARDO.
 EQ0162'0.75 MILES NORTH ALONG U.S. HIGHWAY 85 FROM ITS JUNCTION WITH U.S.
 EQ0162'HIGHWAY 60 AT BERNARDO, 44.6 FEET EAST OF THE EAST RAIL OF THE
 EQ0162'ATCHISON, TOPEKA AND SANTA FE RAILROAD, 2 POLES SOUTH OF MILEPOST 949,
 EQ0162'65 FEET SOUTH OF THE CENTER OF A GATE, 10 FEET NORTHEAST OF A
 EQ0162'TELEGRAPH POLE, 2.6 FEET WEST OF A FENCE, RIVETED ON THE TOP OF AN
 EQ0162'IRON PIPE WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 EQ0162
 EQ0162                          STATION RECOVERY (1982)
 EQ0162
 EQ0162'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 EQ0162'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  1.1 KM (0.7 MI)
 EQ0162'NORTHERLY ALONG STATE HIGHWAY 116 FROM ITS JUNCTION WITH U. S. HIGHWAY
 EQ0162'60 IN BERNARDO, 2 POLES SOUTHWEST OF RAILROAD MILEPOST 949, 39.2
 EQ0162'METERS (128.6 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 19.8
 EQ0162'METERS (65.0 FT) SOUTHWEST OF THE CENTER OF A GATE, 13.6 METERS (44.6
 EQ0162'FT) SOUTHEAST OF THE NEAR RAIL OF THE SANTA FE RAILROAD, 3.1 METERS
 EQ0162'(10.2 FT) NORTHEAST OF A UTILITY POLE, AND RIVETED ON THE TOP OF A
 EQ0162'3-1/2 INCH IRON PIPE WHICH PROJECTS 0.10 METER (0.3 FT) ABOVE THE
 EQ0162'GROUND.
 EQ0162'THE MARK IS 0.8 METERS  NW FROM  A WITNESS POST AND FENCE
 EQ0162'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0783 ***********************************************************************
 EQ0783  DESIGNATION -  4742.775 46
 EQ0783  PID         -  EQ0783
 EQ0783  STATE/COUNTY-  NM/SOCORRO
 EQ0783  USGS QUAD   -  ABEYTAS (1979)
 EQ0783
 EQ0783                         *CURRENT SURVEY CONTROL
 EQ0783  ___________________________________________________________________
 EQ0783* NAD 83(1992)-  34 28 01.82867(N)    106 48 31.49919(W)     ADJUSTED  
 EQ0783* NAVD 88     -      1446.39   (+/-2cm)    4745.4    (feet)  VERTCON   
 EQ0783  ___________________________________________________________________
 EQ0783  LAPLACE CORR-           1.24  (seconds)                    DEFLEC99
 EQ0783  GEOID HEIGHT-         -21.83  (meters)                     GEOID03
 EQ0783
 EQ0783  HORZ ORDER  -  SECOND
 EQ0783  VERT ORDER  -  THIRD ? (See Below)
 EQ0783
 EQ0783.The horizontal coordinates were established by classical geodetic methods
 EQ0783.and adjusted by the National Geodetic Survey in December 1993..
 EQ0783
 EQ0783.The NAVD 88 height was computed by applying the VERTCON shift value to
 EQ0783.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EQ0783.The vertical order pertains to the NGVD 29 superseded value.
 EQ0783
 EQ0783.The Laplace correction was computed from DEFLEC99 derived deflections.
 EQ0783
 EQ0783.The geoid height was determined by GEOID03.
 EQ0783
 EQ0783;                    North         East     Units Scale Factor Converg.
 EQ0783;SPC NM C     -   384,612.418   448,669.165   MT  0.99993247   -0 18 58.4
 EQ0783;SPC NM C     - 1,261,849.24  1,472,008.75   sFT  0.99993247   -0 18 58.4
 EQ0783;UTM  13      - 3,815,441.610   333,875.843   MT  0.99994017   -1 01 25.9
 EQ0783
 EQ0783!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EQ0783!SPC NM C     -   0.99977643  x   0.99993247  =   0.99970891
 EQ0783!UTM  13      -   0.99977643  x   0.99994017  =   0.99971661
 EQ0783
 EQ0783                          SUPERSEDED SURVEY CONTROL
 EQ0783
 EQ0783  NAD 83(1986)-  34 28 01.83419(N)    106 48 31.49886(W) AD(       ) 2
 EQ0783  NAD 27      -  34 28 01.60900(N)    106 48 29.40100(W) AD(       ) 2
 EQ0783  NGVD 29 (07/19/86) 1445.65   (m)         4742.9    (f) LEVELING    3  
 EQ0783
 EQ0783.Superseded values are not recommended for survey control.
 EQ0783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0783.See file dsdata.txt to determine how the superseded data were derived.
 EQ0783
 EQ0783_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU3387615442(NAD 83)
 EQ0783_MARKER: DB = BENCH MARK DISK
 EQ0783_SETTING: 0 = UNSPECIFIED SETTING
 EQ0783_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EQ0783
 EQ0783  HISTORY     - Date     Condition        Report By
 EQ0783  HISTORY     - 1954     MONUMENTED       CGS
 EQ0783
 EQ0783                          STATION DESCRIPTION
 EQ0783
 EQ0783'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (WRH)
 EQ0783'THE STATION IS LOCATED ABOUT 14 MILES SOUTH OF BELEN ON RAILROAD
 EQ0783'RIGHT-OF-WAY AT THE VILLAGE OF ABEYTAS.
 EQ0783'
 EQ0783'THE MARK IS A STANDARD U.S. GEOLOGICAL SURVEY DISK STAMPED
 EQ0783'4742.775 46, RIVETED TO THE TOP OF A 3 INCH IRON PIPE THAT PROJECTS
 EQ0783'ABOUT 2 INCHES.  IT IS 54.779 FEET, 16.696 METERS SOUTH SOUTHWEST
 EQ0783'OF TRIANGULATION STATION R 945 A3 (USBR).  THE CENTER OF THE
 EQ0783'MARK WAS INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0159 ***********************************************************************
 EQ0159  DESIGNATION -  4743
 EQ0159  PID         -  EQ0159
 EQ0159  STATE/COUNTY-  NM/SOCORRO
 EQ0159  USGS QUAD   -  ABEYTAS (1979)
 EQ0159
 EQ0159                         *CURRENT SURVEY CONTROL
 EQ0159  ___________________________________________________________________
 EQ0159* NAD 83(1986)-  34 28 01.     (N)    106 48 31.     (W)     SCALED    
 EQ0159* NAVD 88     -      1446.389  (meters)    4745.36   (feet)  ADJUSTED  
 EQ0159  ___________________________________________________________________
 EQ0159  GEOID HEIGHT-         -21.83  (meters)                     GEOID03
 EQ0159  DYNAMIC HT  -        1444.384 (meters)    4738.78  (feet)  COMP
 EQ0159  MODELED GRAV-     979,199.7   (mgal)                       NAVD 88
 EQ0159
 EQ0159  VERT ORDER  -  FIRST     CLASS II
 EQ0159
 EQ0159.The horizontal coordinates were scaled from a topographic map and have
 EQ0159.an estimated accuracy of +/- 6 seconds.
 EQ0159
 EQ0159.The orthometric height was determined by differential leveling
 EQ0159.and adjusted by the National Geodetic Survey in June 1991..
 EQ0159
 EQ0159.The geoid height was determined by GEOID03.
 EQ0159
 EQ0159.The dynamic height is computed by dividing the NAVD 88
 EQ0159.geopotential number by the normal gravity value computed on the
 EQ0159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0159.degrees latitude (g = 980.6199 gals.).
 EQ0159
 EQ0159.The modeled gravity was interpolated from observed gravity values.
 EQ0159
 EQ0159;                    North         East    Units  Estimated Accuracy
 EQ0159;SPC NM C     -   384,590.      448,680.      MT  (+/- 180 meters Scaled)
 EQ0159
 EQ0159                          SUPERSEDED SURVEY CONTROL
 EQ0159
 EQ0159  NGVD 29 (??/??/92) 1445.654  (m)         4742.95   (f) ADJ UNCH    1 2
 EQ0159
 EQ0159.Superseded values are not recommended for survey control.
 EQ0159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0159.See file dsdata.txt to determine how the superseded data were derived.
 EQ0159
 EQ0159_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU338154(NAD 83)
 EQ0159_MARKER: DD = SURVEY DISK
 EQ0159_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EQ0159_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EQ0159_STAMPING: 4742.773 46
 EQ0159_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EQ0159
 EQ0159  HISTORY     - Date     Condition        Report By
 EQ0159  HISTORY     - UNK      MONUMENTED       USGS
 EQ0159  HISTORY     - 1951     GOOD             NGS
 EQ0159  HISTORY     - 1982     MARK NOT FOUND   NGS
 EQ0159
 EQ0159                          STATION DESCRIPTION
 EQ0159
 EQ0159'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 EQ0159'3.8 MI N FROM BERNARDO.
 EQ0159'3.6 MILES NORTH ALONG U.S. HIGHWAY 85 FROM ITS JUNCTION WITH U.S.
 EQ0159'HIGHWAY 60 AT BERNARDO, THENCE 0.2 MILE EAST ALONG A LANE, ALONG THE
 EQ0159'ATCHISON, TOPEKA AND SANTA FE RAILROAD, 3 1/2 MILES SOUTH OF MILEPOST
 EQ0159'946, 45 FEET WEST OF THE WEST RAIL, 14 FEET SOUTH OF THE CENTER OF A
 EQ0159'GATE, 2 FEET EAST OF A FENCE, 2 FEET NORTH OF A WITNESS POST, RIVETED
 EQ0159'ON THE TOP OF AN IRON PIPE WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 EQ0159
 EQ0159                          STATION RECOVERY (1982)
 EQ0159
 EQ0159'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 EQ0159'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CF0017 ***********************************************************************
 CF0017  DESIGNATION -  4746
 CF0017  PID         -  CF0017
 CF0017  STATE/COUNTY-  NM/GRANT
 CF0017  USGS QUAD   -  HACHITA (1982)
 CF0017
 CF0017                         *CURRENT SURVEY CONTROL
 CF0017  ___________________________________________________________________
 CF0017* NAD 83(1986)-  31 53 58.     (N)    108 15 04.     (W)     SCALED    
 CF0017* NAVD 88     -      1447.20   (+/-2cm)    4748.0    (feet)  VERTCON   
 CF0017  ___________________________________________________________________
 CF0017  GEOID HEIGHT-         -25.11  (meters)                     GEOID03
 CF0017
 CF0017  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CF0017
 CF0017.The horizontal coordinates were scaled from a topographic map and have
 CF0017.an estimated accuracy of +/- 6 seconds.
 CF0017
 CF0017.The NAVD 88 height was computed by applying the VERTCON shift value to
 CF0017.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CF0017.The vertical order pertains to the NGVD 29 superseded value.
 CF0017
 CF0017.The geoid height was determined by GEOID03.
 CF0017
 CF0017;                    North         East    Units  Estimated Accuracy
 CF0017;SPC NM W     -    99,800.      790,480.      MT  (+/- 180 meters Scaled)
 CF0017
 CF0017                          SUPERSEDED SURVEY CONTROL
 CF0017
 CF0017  NGVD 29 (??/??/92) 1446.404  (m)         4745.41   (f) ADJ UNCH    2 0
 CF0017
 CF0017.Superseded values are not recommended for survey control.
 CF0017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0017.See file dsdata.txt to determine how the superseded data were derived.
 CF0017
 CF0017_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RYA599325(NAD 83)
 CF0017_MARKER: DD = SURVEY DISK
 CF0017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CF0017_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CF0017_STAMPING: 4745.618 E. 4745.618
 CF0017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CF0017+STABILITY: SURFACE MOTION
 CF0017
 CF0017  HISTORY     - Date     Condition        Report By
 CF0017  HISTORY     - UNK      MONUMENTED       USGS
 CF0017  HISTORY     - 1935     GOOD             NGS
 CF0017  HISTORY     - 1953     GOOD             NGS
 CF0017
 CF0017                          STATION DESCRIPTION
 CF0017
 CF0017'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 CF0017'4.3 MI E FROM HACHITA.
 CF0017'4.3 MI. E. OF DEPOT ALONG THE S.P.R.R., 20 FT. N. OF SIGN BOARD
 CF0017'MARKING TOP OF CONTINENTAL DIVIDE, 130 FT. N. OF THE CENTER LINE OF
 CF0017'COLUMBUS-HACHITA ROAD, AND 40 FT. N. OF THE CENTER LINE OF TRACK.
 CF0017
 CF0017                          STATION RECOVERY (1953)
 CF0017
 CF0017'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 CF0017'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0641 ***********************************************************************
 DR0641  DESIGNATION -  4+75
 DR0641  PID         -  DR0641
 DR0641  STATE/COUNTY-  NM/LINCOLN
 DR0641  USGS QUAD   -  RUIDOSO (1982)
 DR0641
 DR0641                         *CURRENT SURVEY CONTROL
 DR0641  ___________________________________________________________________
 DR0641* NAD 83(1986)-  33 18 22.     (N)    105 38 45.     (W)     SCALED    
 DR0641* NAVD 88     -      2039.737  (meters)    6692.04   (feet)  ADJUSTED  
 DR0641  ___________________________________________________________________
 DR0641  GEOID HEIGHT-         -19.61  (meters)                     GEOID03
 DR0641  DYNAMIC HT  -        2036.602 (meters)    6681.75  (feet)  COMP
 DR0641  MODELED GRAV-     979,026.3   (mgal)                       NAVD 88
 DR0641
 DR0641  VERT ORDER  -  FIRST     CLASS II
 DR0641
 DR0641.The horizontal coordinates were scaled from a topographic map and have
 DR0641.an estimated accuracy of +/- 6 seconds.
 DR0641
 DR0641.The orthometric height was determined by differential leveling
 DR0641.and adjusted by the National Geodetic Survey in June 1991..
 DR0641
 DR0641.The geoid height was determined by GEOID03.
 DR0641
 DR0641.The dynamic height is computed by dividing the NAVD 88
 DR0641.geopotential number by the normal gravity value computed on the
 DR0641.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0641.degrees latitude (g = 980.6199 gals.).
 DR0641
 DR0641.The modeled gravity was interpolated from observed gravity values.
 DR0641
 DR0641;                    North         East    Units  Estimated Accuracy
 DR0641;SPC NM C     -   255,860.      556,260.      MT  (+/- 180 meters Scaled)
 DR0641
 DR0641                          SUPERSEDED SURVEY CONTROL
 DR0641
 DR0641  NGVD 29 (??/??/92) 2038.974  (m)         6689.53   (f) ADJ UNCH    1 2
 DR0641
 DR0641.Superseded values are not recommended for survey control.
 DR0641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0641.See file dsdata.txt to determine how the superseded data were derived.
 DR0641
 DR0641_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDS398854(NAD 83)
 DR0641_MARKER: DD = SURVEY DISK
 DR0641_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DR0641_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DR0641_STAMPING: 4+75
 DR0641_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR0641
 DR0641  HISTORY     - Date     Condition        Report By
 DR0641  HISTORY     - UNK      MONUMENTED       BPR
 DR0641  HISTORY     - 1944     GOOD             NGS
 DR0641  HISTORY     - 1963     MARK NOT FOUND   USGS
 DR0641
 DR0641                          STATION DESCRIPTION
 DR0641
 DR0641'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 DR0641'14.8 MI NE FROM MESCALERO.
 DR0641'IN LINCOLN COUNTY, 14.8 MILES NORTHEAST ALONG U.S. HIGHWAY 70 FROM
 DR0641'MESCALERO, OTERO COUNTY, 1.4 MILES SOUTHWEST OF RUIDOSO JUNCTION,
 DR0641'LINCOLN COUNTY, AT STATION 4+75, 48 FEET SOUTH OF THE CENTERLINE OF
 DR0641'THE HIGHWAY, AND AT A FENCE LINE.  A UNITED STATES BUREAU OF PUBLIC
 DR0641'ROADS STANDARD CAP, STAMPED 4+75 AND FASTENED ON THE TOP OF AN IRON
 DR0641'PIPE SET IN CONCRETE.
 DR0641
 DR0641                          STATION RECOVERY (1963)
 DR0641
 DR0641'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 DR0641'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0238 ***********************************************************************
 EQ0238  DESIGNATION -  4762
 EQ0238  PID         -  EQ0238
 EQ0238  STATE/COUNTY-  NM/SOCORRO
 EQ0238  USGS QUAD   -  VEGUITA (1991)
 EQ0238
 EQ0238                         *CURRENT SURVEY CONTROL
 EQ0238  ___________________________________________________________________
 EQ0238* NAD 83(1986)-  34 30 39.     (N)    106 48 06.     (W)     SCALED    
 EQ0238* NAVD 88     -      1452.226  (meters)    4764.51   (feet)  ADJUSTED  
 EQ0238  ___________________________________________________________________
 EQ0238  GEOID HEIGHT-         -21.84  (meters)                     GEOID03
 EQ0238  DYNAMIC HT  -        1450.219 (meters)    4757.93  (feet)  COMP
 EQ0238  MODELED GRAV-     979,202.7   (mgal)                       NAVD 88
 EQ0238
 EQ0238  VERT ORDER  -  FIRST     CLASS II
 EQ0238
 EQ0238.The horizontal coordinates were scaled from a topographic map and have
 EQ0238.an estimated accuracy of +/- 6 seconds.
 EQ0238
 EQ0238.The orthometric height was determined by differential leveling
 EQ0238.and adjusted by the National Geodetic Survey in June 1991..
 EQ0238
 EQ0238.The geoid height was determined by GEOID03.
 EQ0238
 EQ0238.The dynamic height is computed by dividing the NAVD 88
 EQ0238.geopotential number by the normal gravity value computed on the
 EQ0238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0238.degrees latitude (g = 980.6199 gals.).
 EQ0238
 EQ0238.The modeled gravity was interpolated from observed gravity values.
 EQ0238
 EQ0238;                    North         East    Units  Estimated Accuracy
 EQ0238;SPC NM C     -   389,450.      449,350.      MT  (+/- 180 meters Scaled)
 EQ0238
 EQ0238                          SUPERSEDED SURVEY CONTROL
 EQ0238
 EQ0238  NGVD 29 (??/??/92) 1451.491  (m)         4762.10   (f) ADJ UNCH    1 2
 EQ0238
 EQ0238.Superseded values are not recommended for survey control.
 EQ0238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0238.See file dsdata.txt to determine how the superseded data were derived.
 EQ0238
 EQ0238_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU346202(NAD 83)
 EQ0238_MARKER: DD = SURVEY DISK
 EQ0238_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EQ0238_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EQ0238_STAMPING: 4762.120 43
 EQ0238_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EQ0238
 EQ0238  HISTORY     - Date     Condition        Report By
 EQ0238  HISTORY     - UNK      MONUMENTED       USGS
 EQ0238  HISTORY     - 1951     GOOD             NGS
 EQ0238  HISTORY     - 1982     MARK NOT FOUND   NGS
 EQ0238
 EQ0238                          STATION DESCRIPTION
 EQ0238
 EQ0238'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 EQ0238'6.6 MI N FROM BERNARDO.
 EQ0238'6.6 MILES NORTH ALONG U.S. HIGHWAY 85 FROM ITS JUNCTION WITH U.S.
 EQ0238'HIGHWAY 60 AT BERNARDO, 1 1/2 POLES SOUTH OF MILEPOST 943, 34 FEET
 EQ0238'EAST OF THE CENTER LINE OF U.S. HIGHWAY 85, AT THE EAST POINT OF THE
 EQ0238'TRIANGLE FORMED BY THE HIGHWAY JUNCTION, 43 FEET WEST OF THE WEST RAIL
 EQ0238'OF THE ATCHISON, TOPEKA AND SANTA FE RAILROAD, 13 FEET NORTH OF THE
 EQ0238'CENTER OF A GATE, 3 FEET EAST OF A FENCE, RIVETED ON THE TOP OF A 3
 EQ0238'1/2 INCH IRON PIPE WHICH PROJECTS 2 FEET ABOVE THE GROUND, 1.15 MILES
 EQ0238'SOUTH OF BENCH MARK X 221.
 EQ0238
 EQ0238                          STATION RECOVERY (1982)
 EQ0238
 EQ0238'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 EQ0238'THERE HAS BEEN HEAVY GRADING AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0240 ***********************************************************************
 EQ0240  DESIGNATION -  4770
 EQ0240  PID         -  EQ0240
 EQ0240  STATE/COUNTY-  NM/VALENCIA
 EQ0240  USGS QUAD   -  VEGUITA (1991)
 EQ0240
 EQ0240                         *CURRENT SURVEY CONTROL
 EQ0240  ___________________________________________________________________
 EQ0240* NAD 83(1986)-  34 32 31.     (N)    106 47 34.     (W)     SCALED    
 EQ0240* NAVD 88     -      1454.508  (meters)    4772.00   (feet)  ADJUSTED  
 EQ0240  ___________________________________________________________________
 EQ0240  GEOID HEIGHT-         -21.86  (meters)                     GEOID03
 EQ0240  DYNAMIC HT  -        1452.495 (meters)    4765.39  (feet)  COMP
 EQ0240  MODELED GRAV-     979,200.9   (mgal)                       NAVD 88
 EQ0240
 EQ0240  VERT ORDER  -  FIRST     CLASS II
 EQ0240
 EQ0240.The horizontal coordinates were scaled from a topographic map and have
 EQ0240.an estimated accuracy of +/- 6 seconds.
 EQ0240
 EQ0240.The orthometric height was determined by differential leveling
 EQ0240.and adjusted by the National Geodetic Survey in June 1991..
 EQ0240
 EQ0240.The geoid height was determined by GEOID03.
 EQ0240
 EQ0240.The dynamic height is computed by dividing the NAVD 88
 EQ0240.geopotential number by the normal gravity value computed on the
 EQ0240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0240.degrees latitude (g = 980.6199 gals.).
 EQ0240
 EQ0240.The modeled gravity was interpolated from observed gravity values.
 EQ0240
 EQ0240;                    North         East    Units  Estimated Accuracy
 EQ0240;SPC NM C     -   392,900.      450,180.      MT  (+/- 180 meters Scaled)
 EQ0240
 EQ0240                          SUPERSEDED SURVEY CONTROL
 EQ0240
 EQ0240  NGVD 29 (??/??/92) 1453.766  (m)         4769.56   (f) ADJ UNCH    1 2
 EQ0240
 EQ0240.Superseded values are not recommended for survey control.
 EQ0240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0240.See file dsdata.txt to determine how the superseded data were derived.
 EQ0240
 EQ0240_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU354237(NAD 83)
 EQ0240_MARKER: DD = SURVEY DISK
 EQ0240_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EQ0240_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EQ0240_STAMPING: 4769.600
 EQ0240_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EQ0240
 EQ0240  HISTORY     - Date     Condition        Report By
 EQ0240  HISTORY     - UNK      MONUMENTED       USGS
 EQ0240  HISTORY     - 1951     GOOD             NGS
 EQ0240  HISTORY     - 1982     MARK NOT FOUND   NGS
 EQ0240
 EQ0240                          STATION DESCRIPTION
 EQ0240
 EQ0240'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 EQ0240'8.15 MI S FROM BELEN.
 EQ0240'8.15 MILES SOUTH ALONG U.S. HIGHWAY 85 FROM THE POST OFFICE AT BELEN,
 EQ0240'300 FEET NORTH OF THE VALENCIA AND SOCORRO COUNTY LINE, 5 POLES NORTH
 EQ0240'OF RAILROAD MILEPOST 941, 30 FEET EAST OF THE CENTER LINE OF THE
 EQ0240'HIGHWAY, 21 FEET NORTH OF THE CENTER OF A GATE, 48 FEET WEST OF THE
 EQ0240'WEST RAIL OF THE RAILROAD, 1 FOOT WEST OF A FENCE, 2 FEET SOUTH OF A
 EQ0240'WITNESS POST, RIVETED ON THE TOP OF A 3 1/2 INCH IRON PIPE WHICH
 EQ0240'PROJECTS 0.1 FOOT ABOVE THE GROUND.
 EQ0240
 EQ0240                          STATION RECOVERY (1982)
 EQ0240
 EQ0240'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 EQ0240'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0241 ***********************************************************************
 EQ0241  DESIGNATION -  4770
 EQ0241  PID         -  EQ0241
 EQ0241  STATE/COUNTY-  NM/VALENCIA
 EQ0241  USGS QUAD   -  VEGUITA (1991)
 EQ0241
 EQ0241                         *CURRENT SURVEY CONTROL
 EQ0241  ___________________________________________________________________
 EQ0241* NAD 83(1986)-  34 33 15.     (N)    106 47 25.     (W)     SCALED    
 EQ0241* NAVD 88     -      1454.611  (meters)    4772.34   (feet)  ADJUSTED  
 EQ0241  ___________________________________________________________________
 EQ0241  GEOID HEIGHT-         -21.86  (meters)                     GEOID03
 EQ0241  DYNAMIC HT  -        1452.596 (meters)    4765.73  (feet)  COMP
 EQ0241  MODELED GRAV-     979,199.8   (mgal)                       NAVD 88
 EQ0241
 EQ0241  VERT ORDER  -  FIRST     CLASS II
 EQ0241
 EQ0241.The horizontal coordinates were scaled from a topographic map and have
 EQ0241.an estimated accuracy of +/- 6 seconds.
 EQ0241
 EQ0241.The orthometric height was determined by differential leveling
 EQ0241.and adjusted by the National Geodetic Survey in June 1991..
 EQ0241
 EQ0241.The geoid height was determined by GEOID03.
 EQ0241
 EQ0241.The dynamic height is computed by dividing the NAVD 88
 EQ0241.geopotential number by the normal gravity value computed on the
 EQ0241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0241.degrees latitude (g = 980.6199 gals.).
 EQ0241
 EQ0241.The modeled gravity was interpolated from observed gravity values.
 EQ0241
 EQ0241;                    North         East    Units  Estimated Accuracy
 EQ0241;SPC NM C     -   394,250.      450,420.      MT  (+/- 180 meters Scaled)
 EQ0241
 EQ0241                          SUPERSEDED SURVEY CONTROL
 EQ0241
 EQ0241  NGVD 29 (??/??/92) 1453.867  (m)         4769.90   (f) ADJ UNCH    1 2
 EQ0241
 EQ0241.Superseded values are not recommended for survey control.
 EQ0241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0241.See file dsdata.txt to determine how the superseded data were derived.
 EQ0241
 EQ0241_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU357250(NAD 83)
 EQ0241_MARKER: DD = SURVEY DISK
 EQ0241_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EQ0241_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EQ0241_STAMPING: 4770 11 1 15 1932
 EQ0241_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EQ0241
 EQ0241  HISTORY     - Date     Condition        Report By
 EQ0241  HISTORY     - 1932     MONUMENTED       MRGCD
 EQ0241  HISTORY     - 1951     GOOD             NGS
 EQ0241  HISTORY     - 1982     MARK NOT FOUND   NGS
 EQ0241
 EQ0241                          STATION DESCRIPTION
 EQ0241
 EQ0241'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 EQ0241'7.3 MI S FROM BELEN.
 EQ0241'7.3 MILES SOUTH ALONG U.S. HIGHWAY 85 FROM THE POST OFFICE AT BELEN,
 EQ0241'0.4 MILE SOUTH OF THE CROSS ROAD AT BOSQUE, 120 FEET NORTHWEST OF
 EQ0241'RAILROAD MILEPOST 940, 45 FEET WEST OF THE WEST RAIL OF THE RAILROAD,
 EQ0241'35 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 1.3 FEET EAST OF A
 EQ0241'FENCE, 3.5 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A 3 1/2
 EQ0241'INCH IRON PIPE WHICH PROJECTS 0.8 FOOT ABOVE THE GROUND.  THIS MARK IS
 EQ0241'THE AZIMUTH MARK OF TRIANGULATION STATION BOSQUE 1946.  IT IS 0.4 MILE
 EQ0241'SOUTH OF THE TRIANGULATION STATION.
 EQ0241
 EQ0241                          STATION RECOVERY (1982)
 EQ0241
 EQ0241'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 EQ0241'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0230 ***********************************************************************
 CY0230  DESIGNATION -  4771
 CY0230  PID         -  CY0230
 CY0230  STATE/COUNTY-  NM/GRANT
 CY0230  USGS QUAD   -  MANGAS SPRINGS (1990)
 CY0230
 CY0230                         *CURRENT SURVEY CONTROL
 CY0230  ___________________________________________________________________
 CY0230* NAD 83(1986)-  32 50 07.     (N)    108 30 39.     (W)     SCALED    
 CY0230* NAVD 88     -      1454.958  (meters)    4773.47   (feet)  ADJUSTED  
 CY0230  ___________________________________________________________________
 CY0230  GEOID HEIGHT-         -24.45  (meters)                     GEOID03
 CY0230  DYNAMIC HT  -        1452.741 (meters)    4766.20  (feet)  COMP
 CY0230  MODELED GRAV-     979,064.0   (mgal)                       NAVD 88
 CY0230
 CY0230  VERT ORDER  -  FIRST     CLASS II
 CY0230
 CY0230.The horizontal coordinates were scaled from a topographic map and have
 CY0230.an estimated accuracy of +/- 6 seconds.
 CY0230
 CY0230.The orthometric height was determined by differential leveling
 CY0230.and adjusted by the National Geodetic Survey in June 1991..
 CY0230
 CY0230.The geoid height was determined by GEOID03.
 CY0230
 CY0230.The dynamic height is computed by dividing the NAVD 88
 CY0230.geopotential number by the normal gravity value computed on the
 CY0230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0230.degrees latitude (g = 980.6199 gals.).
 CY0230
 CY0230.The modeled gravity was interpolated from observed gravity values.
 CY0230
 CY0230;                    North         East    Units  Estimated Accuracy
 CY0230;SPC NM W     -   203,690.      766,570.      MT  (+/- 180 meters Scaled)
 CY0230
 CY0230                          SUPERSEDED SURVEY CONTROL
 CY0230
 CY0230  NGVD 29 (??/??/92) 1454.100  (m)         4770.66   (f) ADJ UNCH    1 2
 CY0230
 CY0230.Superseded values are not recommended for survey control.
 CY0230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0230.See file dsdata.txt to determine how the superseded data were derived.
 CY0230
 CY0230_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYB329357(NAD 83)
 CY0230_MARKER: P = PIPE CAP
 CY0230_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CY0230_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CY0230_STAMPING: 4771
 CY0230_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CY0230
 CY0230  HISTORY     - Date     Condition        Report By
 CY0230  HISTORY     - UNK      MONUMENTED       USGS
 CY0230  HISTORY     - 1934     GOOD             NGS
 CY0230  HISTORY     - 1980     MARK NOT FOUND   NGS
 CY0230
 CY0230                          STATION DESCRIPTION
 CY0230
 CY0230'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CY0230'12.4 MI S FROM CLIFF.
 CY0230'12.4 MI SOUTH OF THE POST OFFICE, ALONG STATE HWY NO. 11.  ALONG STATE
 CY0230'HWY NO. 11, ABOUT 0.4 MI SOUTHWEST OF THE CENTERLINE OF THE HWY. ABOUT
 CY0230'250 YDS SOUTHWEST OF MANGAS CREEK, ABOUT 456 FEET SOUTHEAST OF THE
 CY0230'EAST CORNER OF A PICKET FENCE SURROUNDING A RANCH HOUSE ON THE METCALF
 CY0230'RANCH OF THE BROCK CATTLE CO.  ABOUT 186 FEET NORTHEAST OF A TELEPHONE
 CY0230'LINE, AND ABOUT THE MIDDLE OF A SMALL ALLUVIAL FAN.
 CY0230
 CY0230                          STATION RECOVERY (1980)
 CY0230
 CY0230'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CY0230'NOTE=THERE IS A NEW HOME AT THIS LOCATION AND THE AREA HAS BEEN GRADED
 CY0230'OFF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0540 ***********************************************************************
 DT0540  DESIGNATION -  4773.22
 DT0540  PID         -  DT0540
 DT0540  STATE/COUNTY-  NM/CATRON
 DT0540  USGS QUAD   -  GLENWOOD (1965)
 DT0540
 DT0540                         *CURRENT SURVEY CONTROL
 DT0540  ___________________________________________________________________
 DT0540* NAD 83(1986)-  33 17 51.     (N)    108 52 44.     (W)     SCALED    
 DT0540* NAVD 88     -      1455.743  (meters)    4776.05   (feet)  ADJUSTED  
 DT0540  ___________________________________________________________________
 DT0540  GEOID HEIGHT-         -24.10  (meters)                     GEOID03
 DT0540  DYNAMIC HT  -        1453.540 (meters)    4768.82  (feet)  COMP
 DT0540  MODELED GRAV-     979,074.2   (mgal)                       NAVD 88
 DT0540
 DT0540  VERT ORDER  -  FIRST     CLASS II
 DT0540
 DT0540.The horizontal coordinates were scaled from a topographic map and have
 DT0540.an estimated accuracy of +/- 6 seconds.
 DT0540
 DT0540.The orthometric height was determined by differential leveling
 DT0540.and adjusted by the National Geodetic Survey in June 1991..
 DT0540
 DT0540.The geoid height was determined by GEOID03.
 DT0540
 DT0540.The dynamic height is computed by dividing the NAVD 88
 DT0540.geopotential number by the normal gravity value computed on the
 DT0540.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0540.degrees latitude (g = 980.6199 gals.).
 DT0540
 DT0540.The modeled gravity was interpolated from observed gravity values.
 DT0540
 DT0540;                    North         East    Units  Estimated Accuracy
 DT0540;SPC NM W     -   255,240.      732,630.      MT  (+/- 180 meters Scaled)
 DT0540
 DT0540                          SUPERSEDED SURVEY CONTROL
 DT0540
 DT0540.No superseded survey control is available for this station.
 DT0540
 DT0540_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB974862(NAD 83)
 DT0540_MARKER: DB = BENCH MARK DISK
 DT0540_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DT0540_SP_SET: CONCRETE HEADWALL
 DT0540_STAMPING: 4773.22
 DT0540_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DT0540+STABILITY: SURFACE MOTION
 DT0540
 DT0540  HISTORY     - Date     Condition        Report By
 DT0540  HISTORY     - UNK      MONUMENTED       BPR
 DT0540  HISTORY     - 1980     GOOD             NGS
 DT0540
 DT0540                          STATION DESCRIPTION
 DT0540
 DT0540'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 DT0540'2.7 KM SOUTH FROM GLENWOOD.
 DT0540'2.7 KILOMETERS (1.7 MILES) SOUTH ALONG U. S. HIGHWAY 180 FROM THE
 DT0540'POST OFFICE IN GLENWOOD, IN TOP OF THE NORTH END OF THE EAST
 DT0540'HEADWALL OF A SMALL BRIDGE SETTING ON BEDROCK, 0.2 KILOMETERS
 DT0540'(0.15 MILE) NORTH OF MILE POST 53 AND 8.0 METERS (26.1 FEET) EAST OF
 DT0540'THE CENTER OF THE HIGHWAY.  NOTE=THE ROD WAS HELD ON THE
 DT0540'L OF ELEVATION AS THE HIGHPOINT OF THE DISK.
 DT0540'THE MARK IS 0.2 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0248 ***********************************************************************
 EQ0248  DESIGNATION -  4786
 EQ0248  PID         -  EQ0248
 EQ0248  STATE/COUNTY-  NM/VALENCIA
 EQ0248  USGS QUAD   -  VEGUITA (1991)
 EQ0248
 EQ0248                         *CURRENT SURVEY CONTROL
 EQ0248  ___________________________________________________________________
 EQ0248* NAD 83(1986)-  34 36 41.     (N)    106 46 40.     (W)     SCALED    
 EQ0248* NAVD 88     -      1459.608  (meters)    4788.73   (feet)  POSTED    
 EQ0248  ___________________________________________________________________
 EQ0248  GEOID HEIGHT-         -21.89  (meters)                     GEOID03
 EQ0248  DYNAMIC HT  -        1457.580 (meters)    4782.08  (feet)  COMP
 EQ0248  MODELED GRAV-     979,196.1   (mgal)                       NAVD 88
 EQ0248
 EQ0248  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 EQ0248
 EQ0248.The horizontal coordinates were scaled from a topographic map and have
 EQ0248.an estimated accuracy of +/- 6 seconds.
 EQ0248
 EQ0248.The orthometric height was determined by differential leveling
 EQ0248.and adjusted by the National Geodetic Survey in 1992..
 EQ0248.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 EQ0248.rate of 1.1 thru 2.0 mm/km.
 EQ0248
 EQ0248.The geoid height was determined by GEOID03.
 EQ0248
 EQ0248.The dynamic height is computed by dividing the NAVD 88
 EQ0248.geopotential number by the normal gravity value computed on the
 EQ0248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0248.degrees latitude (g = 980.6199 gals.).
 EQ0248
 EQ0248.The modeled gravity was interpolated from observed gravity values.
 EQ0248
 EQ0248;                    North         East    Units  Estimated Accuracy
 EQ0248;SPC NM C     -   400,590.      451,600.      MT  (+/- 180 meters Scaled)
 EQ0248
 EQ0248                          SUPERSEDED SURVEY CONTROL
 EQ0248
 EQ0248  NGVD 29 (??/??/92) 1458.840  (m)         4786.21   (f) ADJ UNCH    1 2
 EQ0248
 EQ0248.Superseded values are not recommended for survey control.
 EQ0248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0248.See file dsdata.txt to determine how the superseded data were derived.
 EQ0248
 EQ0248_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU370313(NAD 83)
 EQ0248_MARKER: DD = SURVEY DISK
 EQ0248_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EQ0248_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EQ0248_STAMPING: 4786 38 1 15 1932
 EQ0248_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EQ0248
 EQ0248  HISTORY     - Date     Condition        Report By
 EQ0248  HISTORY     - 1932     MONUMENTED       MRGCD
 EQ0248  HISTORY     - 1951     GOOD             NGS
 EQ0248  HISTORY     - 1982     MARK NOT FOUND   NGS
 EQ0248
 EQ0248                          STATION DESCRIPTION
 EQ0248
 EQ0248'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 EQ0248'3.3 MI S FROM BELEN.
 EQ0248'3.3 MILES SOUTH ALONG U.S. HIGHWAY 85 FROM THE POST OFFICE AT BELEN,
 EQ0248'95 FEET WEST OF RAILROAD MILEPOST 936, 46 FEET WEST OF THE WEST RAIL
 EQ0248'OF THE RAILROAD, 31 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 1
 EQ0248'FOOT EAST OF A FENCE, 2 FEET NORTH OF A WITNESS POST, SET IN THE TOP
 EQ0248'OF A 3 1/2 INCH IRON PIPE WHICH PROJECTS 0.8 FOOT ABOVE THE GROUND.
 EQ0248
 EQ0248                          STATION RECOVERY (1982)
 EQ0248
 EQ0248'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 EQ0248'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0246 ***********************************************************************
 EQ0246  DESIGNATION -  4787
 EQ0246  PID         -  EQ0246
 EQ0246  STATE/COUNTY-  NM/VALENCIA
 EQ0246  USGS QUAD   -  VEGUITA (1991)
 EQ0246
 EQ0246                         *CURRENT SURVEY CONTROL
 EQ0246  ___________________________________________________________________
 EQ0246* NAD 83(1986)-  34 34 58.     (N)    106 47 02.     (W)     SCALED    
 EQ0246* NAVD 88     -      1459.824  (meters)    4789.44   (feet)  POSTED    
 EQ0246  ___________________________________________________________________
 EQ0246  GEOID HEIGHT-         -21.88  (meters)                     GEOID03
 EQ0246  DYNAMIC HT  -        1457.800 (meters)    4782.80  (feet)  COMP
 EQ0246  MODELED GRAV-     979,196.8   (mgal)                       NAVD 88
 EQ0246
 EQ0246  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 EQ0246
 EQ0246.The horizontal coordinates were scaled from a topographic map and have
 EQ0246.an estimated accuracy of +/- 6 seconds.
 EQ0246
 EQ0246.The orthometric height was determined by differential leveling
 EQ0246.and adjusted by the National Geodetic Survey in 1992..
 EQ0246.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 EQ0246.rate of 2.1 thru 3.0 mm/km.
 EQ0246
 EQ0246.The geoid height was determined by GEOID03.
 EQ0246
 EQ0246.The dynamic height is computed by dividing the NAVD 88
 EQ0246.geopotential number by the normal gravity value computed on the
 EQ0246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0246.degrees latitude (g = 980.6199 gals.).
 EQ0246
 EQ0246.The modeled gravity was interpolated from observed gravity values.
 EQ0246
 EQ0246;                    North         East    Units  Estimated Accuracy
 EQ0246;SPC NM C     -   397,420.      451,020.      MT  (+/- 180 meters Scaled)
 EQ0246
 EQ0246                          SUPERSEDED SURVEY CONTROL
 EQ0246
 EQ0246  NGVD 29 (??/??/92) 1459.069  (m)         4786.96   (f) ADJ UNCH    1 2
 EQ0246
 EQ0246.Superseded values are not recommended for survey control.
 EQ0246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0246.See file dsdata.txt to determine how the superseded data were derived.
 EQ0246
 EQ0246_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU363282(NAD 83)
 EQ0246_MARKER: DD = SURVEY DISK
 EQ0246_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EQ0246_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EQ0246_STAMPING: 4787 14 1 15 1932
 EQ0246_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EQ0246
 EQ0246  HISTORY     - Date     Condition        Report By
 EQ0246  HISTORY     - 1932     MONUMENTED       MRGCD
 EQ0246  HISTORY     - 1951     GOOD             NGS
 EQ0246  HISTORY     - 1982     MARK NOT FOUND   NGS
 EQ0246
 EQ0246                          STATION DESCRIPTION
 EQ0246
 EQ0246'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 EQ0246'5.3 MI S FROM BELEN.
 EQ0246'5.3 MILES SOUTH ALONG U.S. HIGHWAY 85 FROM THE POST OFFICE AT BELEN,
 EQ0246'97 FEET NORTHWEST OF RAILROAD MILEPOST 938, 47 FEET WEST OF THE WEST
 EQ0246'RAIL OF THE RAILROAD, 41 FEET SOUTHWEST OF THE WEST END OF A 2 FOOT
 EQ0246'WOODEN CULVERT UNDER THE RAILROAD, 36 FEET EAST OF THE CENTER LINE OF
 EQ0246'THE HIGHWAY, 12 FEET SOUTH OF THE CENTER OF A GATE, 1.3 FEET EAST OF A
 EQ0246'FENCE, SET IN THE TOP OF A 3 1/2 INCH IRON PIPE WHICH PROJECTS 0.8
 EQ0246'FOOT ABOVE THE GROUND.
 EQ0246
 EQ0246                          STATION RECOVERY (1982)
 EQ0246
 EQ0246'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 EQ0246'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0250 ***********************************************************************
 EQ0250  DESIGNATION -  4791
 EQ0250  PID         -  EQ0250
 EQ0250  STATE/COUNTY-  NM/VALENCIA
 EQ0250  USGS QUAD   -  BELEN (1991)
 EQ0250
 EQ0250                         *CURRENT SURVEY CONTROL
 EQ0250  ___________________________________________________________________
 EQ0250* NAD 83(1986)-  34 37 32.     (N)    106 46 30.     (W)     SCALED    
 EQ0250* NAVD 88     -      1461.242  (meters)    4794.09   (feet)  POSTED    
 EQ0250  ___________________________________________________________________
 EQ0250  GEOID HEIGHT-         -21.89  (meters)                     GEOID03
 EQ0250  DYNAMIC HT  -        1459.220 (meters)    4787.46  (feet)  COMP
 EQ0250  MODELED GRAV-     979,197.7   (mgal)                       NAVD 88
 EQ0250
 EQ0250  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 EQ0250
 EQ0250.The horizontal coordinates were scaled from a topographic map and have
 EQ0250.an estimated accuracy of +/- 6 seconds.
 EQ0250
 EQ0250.The orthometric height was determined by differential leveling
 EQ0250.and adjusted by the National Geodetic Survey in 1992..
 EQ0250.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 EQ0250.rate of 1.1 thru 2.0 mm/km.
 EQ0250
 EQ0250.The geoid height was determined by GEOID03.
 EQ0250
 EQ0250.The dynamic height is computed by dividing the NAVD 88
 EQ0250.geopotential number by the normal gravity value computed on the
 EQ0250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0250.degrees latitude (g = 980.6199 gals.).
 EQ0250
 EQ0250.The modeled gravity was interpolated from observed gravity values.
 EQ0250
 EQ0250;                    North         East    Units  Estimated Accuracy
 EQ0250;SPC NM C     -   402,160.      451,860.      MT  (+/- 180 meters Scaled)
 EQ0250
 EQ0250                          SUPERSEDED SURVEY CONTROL
 EQ0250
 EQ0250  NGVD 29 (??/??/92) 1460.472  (m)         4791.57   (f) ADJ UNCH    1 2
 EQ0250
 EQ0250.Superseded values are not recommended for survey control.
 EQ0250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0250.See file dsdata.txt to determine how the superseded data were derived.
 EQ0250
 EQ0250_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU372329(NAD 83)
 EQ0250_MARKER: DD = SURVEY DISK
 EQ0250_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EQ0250_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EQ0250_STAMPING: 4791.71 1 15 1932
 EQ0250_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EQ0250
 EQ0250  HISTORY     - Date     Condition        Report By
 EQ0250  HISTORY     - 1932     MONUMENTED       MRGCD
 EQ0250  HISTORY     - 1951     MARK NOT FOUND   NGS
 EQ0250  HISTORY     - 1982     MARK NOT FOUND   NGS
 EQ0250
 EQ0250                          STATION DESCRIPTION
 EQ0250
 EQ0250'DESCRIBED BY MDL RIO GRANDE DIST 1932
 EQ0250'2.7 MI S FROM BELEN.
 EQ0250'2.7 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD FROM
 EQ0250'THE STATION AT BELEN, AT MILEPOST 935, 4 POLES NORTH OF A ROAD
 EQ0250'CROSSING.  47 FEET WEST OF THE WEST RAIL, 1.2 FEET EAST OF A FENCE, 2
 EQ0250'FEET SOUTH OF A WITNESS POST, 1.2 FEET ABOVE THE GROUND, SET IN THE
 EQ0250'TOP OF AN IRON PIPE FILLED WITH CONCRETE.  NOTE-- LOCATED ON VERY LOW
 EQ0250'GROUND AND BELIEVED TO BE UNDER WATER.
 EQ0250
 EQ0250                          STATION RECOVERY (1951)
 EQ0250
 EQ0250'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 EQ0250'MARK NOT FOUND.
 EQ0250
 EQ0250                          STATION RECOVERY (1982)
 EQ0250
 EQ0250'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 EQ0250'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0251 ***********************************************************************
 EQ0251  DESIGNATION -  4793
 EQ0251  PID         -  EQ0251
 EQ0251  STATE/COUNTY-  NM/VALENCIA
 EQ0251  USGS QUAD   -  BELEN (1991)
 EQ0251
 EQ0251                         *CURRENT SURVEY CONTROL
 EQ0251  ___________________________________________________________________
 EQ0251* NAD 83(1986)-  34 38 21.     (N)    106 46 20.     (W)     SCALED    
 EQ0251* NAVD 88     -      1461.986  (meters)    4796.53   (feet)  POSTED    
 EQ0251  ___________________________________________________________________
 EQ0251  GEOID HEIGHT-         -21.90  (meters)                     GEOID03
 EQ0251  DYNAMIC HT  -        1459.960 (meters)    4789.89  (feet)  COMP
 EQ0251  MODELED GRAV-     979,199.0   (mgal)                       NAVD 88
 EQ0251
 EQ0251  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 EQ0251
 EQ0251.The horizontal coordinates were scaled from a topographic map and have
 EQ0251.an estimated accuracy of +/- 6 seconds.
 EQ0251
 EQ0251.The orthometric height was determined by differential leveling
 EQ0251.and adjusted by the National Geodetic Survey in 1992..
 EQ0251.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 EQ0251.rate greater than 8.0 mm/km.
 EQ0251
 EQ0251.The geoid height was determined by GEOID03.
 EQ0251
 EQ0251.The dynamic height is computed by dividing the NAVD 88
 EQ0251.geopotential number by the normal gravity value computed on the
 EQ0251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0251.degrees latitude (g = 980.6199 gals.).
 EQ0251
 EQ0251.The modeled gravity was interpolated from observed gravity values.
 EQ0251
 EQ0251;                    North         East    Units  Estimated Accuracy
 EQ0251;SPC NM C     -   403,670.      452,120.      MT  (+/- 180 meters Scaled)
 EQ0251
 EQ0251                          SUPERSEDED SURVEY CONTROL
 EQ0251
 EQ0251  NGVD 29 (??/??/92) 1461.212  (m)         4793.99   (f) ADJ UNCH    1 2
 EQ0251
 EQ0251.Superseded values are not recommended for survey control.
 EQ0251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0251.See file dsdata.txt to determine how the superseded data were derived.
 EQ0251
 EQ0251_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU375344(NAD 83)
 EQ0251_MARKER: DD = SURVEY DISK
 EQ0251_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EQ0251_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EQ0251_STAMPING: 4793.993
 EQ0251_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EQ0251
 EQ0251  HISTORY     - Date     Condition        Report By
 EQ0251  HISTORY     - UNK      MONUMENTED       USGS
 EQ0251  HISTORY     - 1951     GOOD             NGS
 EQ0251  HISTORY     - 1982     MARK NOT FOUND   NGS
 EQ0251
 EQ0251                          STATION DESCRIPTION
 EQ0251
 EQ0251'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 EQ0251'1.7 MI S FROM BELEN.
 EQ0251'1.7 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD FROM
 EQ0251'THE STATION AT BELEN, 1 POLE SOUTH OF MILEPOST 934, 46 FEET WEST OF
 EQ0251'THE WEST RAIL, 36 FEET SOUTH OF BENCH MARK 4794 (M.R.G.C.D.).  38 FEET
 EQ0251'SOUTH OF A FENCE CORNER, 1.4 FEET EAST OF A FENCE, 17 FEET SOUTH OF A
 EQ0251'WITNESS POST, RIVETED ON THE TOP OF AN IRON PIPE WHICH IS 0.6 FOOT
 EQ0251'BELOW THE TOP OF THE GROUND, THE CAP HAS BEEN BATTERED.
 EQ0251
 EQ0251                          STATION RECOVERY (1982)
 EQ0251
 EQ0251'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 EQ0251'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0252 ***********************************************************************
 EQ0252  DESIGNATION -  4794
 EQ0252  PID         -  EQ0252
 EQ0252  STATE/COUNTY-  NM/VALENCIA
 EQ0252  USGS QUAD   -  BELEN (1991)
 EQ0252
 EQ0252                         *CURRENT SURVEY CONTROL
 EQ0252  ___________________________________________________________________
 EQ0252* NAD 83(1986)-  34 38 21.     (N)    106 46 19.     (W)     SCALED    
 EQ0252* NAVD 88     -      1462.007  (meters)    4796.60   (feet)  POSTED    
 EQ0252  ___________________________________________________________________
 EQ0252  GEOID HEIGHT-         -21.90  (meters)                     GEOID03
 EQ0252  DYNAMIC HT  -        1459.980 (meters)    4789.95  (feet)  COMP
 EQ0252  MODELED GRAV-     979,199.0   (mgal)                       NAVD 88
 EQ0252
 EQ0252  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 EQ0252
 EQ0252.The horizontal coordinates were scaled from a topographic map and have
 EQ0252.an estimated accuracy of +/- 6 seconds.
 EQ0252
 EQ0252.The orthometric height was determined by differential leveling
 EQ0252.and adjusted by the National Geodetic Survey in 1992..
 EQ0252.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 EQ0252.rate greater than 8.0 mm/km.
 EQ0252
 EQ0252.The geoid height was determined by GEOID03.
 EQ0252
 EQ0252.The dynamic height is computed by dividing the NAVD 88
 EQ0252.geopotential number by the normal gravity value computed on the
 EQ0252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0252.degrees latitude (g = 980.6199 gals.).
 EQ0252
 EQ0252.The modeled gravity was interpolated from observed gravity values.
 EQ0252
 EQ0252;                    North         East    Units  Estimated Accuracy
 EQ0252;SPC NM C     -   403,670.      452,150.      MT  (+/- 180 meters Scaled)
 EQ0252
 EQ0252                          SUPERSEDED SURVEY CONTROL
 EQ0252
 EQ0252  NGVD 29 (??/??/92) 1461.234  (m)         4794.07   (f) ADJ UNCH    1 2
 EQ0252
 EQ0252.Superseded values are not recommended for survey control.
 EQ0252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0252.See file dsdata.txt to determine how the superseded data were derived.
 EQ0252
 EQ0252_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU375344(NAD 83)
 EQ0252_MARKER: DD = SURVEY DISK
 EQ0252_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EQ0252_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EQ0252_STAMPING: 4794.36 1 15 1932
 EQ0252_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EQ0252
 EQ0252  HISTORY     - Date     Condition        Report By
 EQ0252  HISTORY     - 1932     MONUMENTED       MRGCD
 EQ0252  HISTORY     - 1951     GOOD             NGS
 EQ0252  HISTORY     - 1982     MARK NOT FOUND   NGS
 EQ0252
 EQ0252                          STATION DESCRIPTION
 EQ0252
 EQ0252'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 EQ0252'1.7 MI S FROM BELEN.
 EQ0252'1.7 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD FROM
 EQ0252'THE STATION AT BELEN, 1 POLE SOUTH OF MILEPOST 934, 48 FEET WEST OF
 EQ0252'THE WEST RAIL, 36 FEET NORTH OF BENCH MARK 4793 (U.S.G.S.).  2.4 FEET
 EQ0252'EAST OF A FENCE, 19 FEET NORTH OF A WITNESS POST, 0.2 FOOT ABOVE THE
 EQ0252'GROUND, SET IN THE TOP OF AN IRON PIPE FILLED WITH CONCRETE.
 EQ0252
 EQ0252                          STATION RECOVERY (1982)
 EQ0252
 EQ0252'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 EQ0252'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0247 ***********************************************************************
 EQ0247  DESIGNATION -  4795
 EQ0247  PID         -  EQ0247
 EQ0247  STATE/COUNTY-  NM/VALENCIA
 EQ0247  USGS QUAD   -  VEGUITA (1991)
 EQ0247
 EQ0247                         *CURRENT SURVEY CONTROL
 EQ0247  ___________________________________________________________________
 EQ0247* NAD 83(1986)-  34 35 49.     (N)    106 46 51.     (W)     SCALED    
 EQ0247* NAVD 88     -      1462.233  (meters)    4797.34   (feet)  POSTED    
 EQ0247  ___________________________________________________________________
 EQ0247  GEOID HEIGHT-         -21.88  (meters)                     GEOID03
 EQ0247  DYNAMIC HT  -        1460.200 (meters)    4790.67  (feet)  COMP
 EQ0247  MODELED GRAV-     979,195.9   (mgal)                       NAVD 88
 EQ0247
 EQ0247  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 EQ0247
 EQ0247.The horizontal coordinates were scaled from a topographic map and have
 EQ0247.an estimated accuracy of +/- 6 seconds.
 EQ0247
 EQ0247.The orthometric height was determined by differential leveling
 EQ0247.and adjusted by the National Geodetic Survey in 1992..
 EQ0247.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 EQ0247.rate of 2.1 thru 3.0 mm/km.
 EQ0247
 EQ0247.The geoid height was determined by GEOID03.
 EQ0247
 EQ0247.The dynamic height is computed by dividing the NAVD 88
 EQ0247.geopotential number by the normal gravity value computed on the
 EQ0247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0247.degrees latitude (g = 980.6199 gals.).
 EQ0247
 EQ0247.The modeled gravity was interpolated from observed gravity values.
 EQ0247
 EQ0247;                    North         East    Units  Estimated Accuracy
 EQ0247;SPC NM C     -   398,990.      451,310.      MT  (+/- 180 meters Scaled)
 EQ0247
 EQ0247                          SUPERSEDED SURVEY CONTROL
 EQ0247
 EQ0247  NGVD 29 (??/??/92) 1461.471  (m)         4794.84   (f) ADJ UNCH    1 2
 EQ0247
 EQ0247.Superseded values are not recommended for survey control.
 EQ0247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0247.See file dsdata.txt to determine how the superseded data were derived.
 EQ0247
 EQ0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU366297(NAD 83)
 EQ0247_MARKER: DD = SURVEY DISK
 EQ0247_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EQ0247_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EQ0247_STAMPING: 4795.02 1 15 1932
 EQ0247_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EQ0247
 EQ0247  HISTORY     - Date     Condition        Report By
 EQ0247  HISTORY     - 1932     MONUMENTED       USGS
 EQ0247  HISTORY     - 1951     MARK NOT FOUND   NGS
 EQ0247  HISTORY     - 1982     MARK NOT FOUND   NGS
 EQ0247
 EQ0247                          STATION DESCRIPTION
 EQ0247
 EQ0247'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 EQ0247'4.8 MI S FROM BELEN.
 EQ0247'4.3 MILES SOUTH ALONG U.S. HIGHWAY 85 FROM THE POST OFFICE AT BELEN,
 EQ0247'VALENCIA COUNTY, 93 FEET WEST OF ATCHISON, TOPEKA AND SANTA FE RAILWAY
 EQ0247'MILEPOST 937, 210 FEET NORTH OF THE CENTER OF A GATE, 47 FEET WEST OF
 EQ0247'THE WEST RAIL OF THE TRACK, 35 FEET EAST OF THE CENTER LINE OF THE
 EQ0247'HIGHWAY, 1 FOOT EAST OF A FENCE, AND 2 FEET NORTH OF A WHITE WOODEN
 EQ0247'WITNESS POST.  A MIDDLE RIO GRANDE CONSERVANCY DISTRICT STANDARD DISK,
 EQ0247'STAMPED 4795.02 1 15 1932 AND SET IN THE TOP OF A CONCRETE-FILLED IRON
 EQ0247'PIPE PROJECTING 0.8 FOOT ABOVE GROUND.
 EQ0247
 EQ0247                          STATION RECOVERY (1982)
 EQ0247
 EQ0247'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 EQ0247'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1120 ***********************************************************************
 CX1120  DESIGNATION -  48 C
 CX1120  PID         -  CX1120
 CX1120  STATE/COUNTY-  NM/SIERRA
 CX1120  USGS QUAD   -  HILLSBORO (1985)
 CX1120
 CX1120                         *CURRENT SURVEY CONTROL
 CX1120  ___________________________________________________________________
 CX1120* NAD 83(1986)-  32 53 51.     (N)    107 33 42.     (W)     SCALED    
 CX1120* NAVD 88     -      1649.314  (meters)    5411.12   (feet)  ADJUSTED  
 CX1120  ___________________________________________________________________
 CX1120  GEOID HEIGHT-         -23.23  (meters)                     GEOID03
 CX1120  DYNAMIC HT  -        1646.797 (meters)    5402.87  (feet)  COMP
 CX1120  MODELED GRAV-     979,053.2   (mgal)                       NAVD 88
 CX1120
 CX1120  VERT ORDER  -  SECOND    CLASS 0
 CX1120
 CX1120.The horizontal coordinates were scaled from a topographic map and have
 CX1120.an estimated accuracy of +/- 6 seconds.
 CX1120
 CX1120.The orthometric height was determined by differential leveling
 CX1120.and adjusted by the National Geodetic Survey in June 1991..
 CX1120
 CX1120.The geoid height was determined by GEOID03.
 CX1120
 CX1120.The dynamic height is computed by dividing the NAVD 88
 CX1120.geopotential number by the normal gravity value computed on the
 CX1120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX1120.degrees latitude (g = 980.6199 gals.).
 CX1120
 CX1120.The modeled gravity was interpolated from observed gravity values.
 CX1120
 CX1120;                    North         East    Units  Estimated Accuracy
 CX1120;SPC NM W     -   210,420.      855,420.      MT  (+/- 180 meters Scaled)
 CX1120
 CX1120                          SUPERSEDED SURVEY CONTROL
 CX1120
 CX1120  NGVD 29 (??/??/92) 1648.543  (m)         5408.59   (f) ADJ UNCH    2 0
 CX1120
 CX1120.Superseded values are not recommended for survey control.
 CX1120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1120.See file dsdata.txt to determine how the superseded data were derived.
 CX1120
 CX1120_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBS603428(NAD 83)
 CX1120_MARKER: DD = SURVEY DISK
 CX1120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX1120_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CX1120_STAMPING: 48-C 1934 5409
 CX1120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX1120+STABILITY: SURFACE MOTION
 CX1120
 CX1120  HISTORY     - Date     Condition        Report By
 CX1120  HISTORY     - 1934     MONUMENTED       USGS
 CX1120  HISTORY     - 1934     GOOD             NGS
 CX1120  HISTORY     - 1953     MARK NOT FOUND   NGS
 CX1120
 CX1120                          STATION DESCRIPTION
 CX1120
 CX1120'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CX1120'1.9 MI S FROM HILLSBORO.
 CX1120'1.9 MI S ON STATE HWY NO. 26 AT A CATTLE GUARD, AND 90 FEET W OF THE
 CX1120'CENTERLINE OF THE ROAD.
 CX1120
 CX1120                          STATION RECOVERY (1953)
 CX1120
 CX1120'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 CX1120'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0329 ***********************************************************************
 DS0329  DESIGNATION -  4801
 DS0329  PID         -  DS0329
 DS0329  STATE/COUNTY-  NM/LINCOLN
 DS0329  USGS QUAD   -  OSCURA (1981)
 DS0329
 DS0329                         *CURRENT SURVEY CONTROL
 DS0329  ___________________________________________________________________
 DS0329* NAD 83(1986)-  33 24 14.     (N)    106 03 54.     (W)     SCALED    
 DS0329* NAVD 88     -      1463.651  (meters)    4801.99   (feet)  ADJUSTED  
 DS0329  ___________________________________________________________________
 DS0329  GEOID HEIGHT-         -21.43  (meters)                     GEOID03
 DS0329  DYNAMIC HT  -        1461.544 (meters)    4795.08  (feet)  COMP
 DS0329  MODELED GRAV-     979,145.8   (mgal)                       NAVD 88
 DS0329
 DS0329  VERT ORDER  -  FIRST     CLASS II
 DS0329
 DS0329.The horizontal coordinates were scaled from a topographic map and have
 DS0329.an estimated accuracy of +/- 6 seconds.
 DS0329
 DS0329.The orthometric height was determined by differential leveling
 DS0329.and adjusted by the National Geodetic Survey in June 1991..
 DS0329
 DS0329.The geoid height was determined by GEOID03.
 DS0329
 DS0329.The dynamic height is computed by dividing the NAVD 88
 DS0329.geopotential number by the normal gravity value computed on the
 DS0329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0329.degrees latitude (g = 980.6199 gals.).
 DS0329
 DS0329.The modeled gravity was interpolated from observed gravity values.
 DS0329
 DS0329;                    North         East    Units  Estimated Accuracy
 DS0329;SPC NM C     -   266,560.      517,210.      MT  (+/- 180 meters Scaled)
 DS0329
 DS0329                          SUPERSEDED SURVEY CONTROL
 DS0329
 DS0329  NGVD 29 (??/??/92) 1462.999  (m)         4799.86   (f) ADJ UNCH    1 2
 DS0329
 DS0329.Superseded values are not recommended for survey control.
 DS0329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0329.See file dsdata.txt to determine how the superseded data were derived.
 DS0329
 DS0329_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDS009965(NAD 83)
 DS0329_MARKER: DD = SURVEY DISK
 DS0329_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DS0329_SP_SET: CULVERT
 DS0329_STAMPING: 4801
 DS0329_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DS0329
 DS0329  HISTORY     - Date     Condition        Report By
 DS0329  HISTORY     - UNK      MONUMENTED       USGS
 DS0329  HISTORY     - 1957     GOOD             NGS
 DS0329
 DS0329                          STATION DESCRIPTION
 DS0329
 DS0329'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 DS0329'0.4 MI N FROM NORTH.
 DS0329'0.4 MILE NORTH ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 DS0329'STATION AT NORTH, LINCOLN COUNTY, 5.7 MILES SOUTH OF THE STATION AT
 DS0329'OSCURO, 6-1/2 POLES SOUTH OF MILEPOST 1419, AT CONCRETE CULVERT
 DS0329'1418.79, 12 FEET WEST OF THE CENTERLINE OF THE TRACK, IN THE SIDE OF
 DS0329'THE NORTH END OF THE WEST HEADWALL, AND 2.5 FEET LOWER THAN THE TOP. A
 DS0329'UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 4801 AND SET
 DS0329'VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0262 ***********************************************************************
 EQ0262  DESIGNATION -  4808
 EQ0262  PID         -  EQ0262
 EQ0262  STATE/COUNTY-  NM/VALENCIA
 EQ0262  USGS QUAD   -  BELEN (1991)
 EQ0262
 EQ0262                         *CURRENT SURVEY CONTROL
 EQ0262  ___________________________________________________________________
 EQ0262* NAD 83(1986)-  34 40 48.     (N)    106 45 47.     (W)     SCALED    
 EQ0262* NAVD 88     -      1466.604  (meters)    4811.68   (feet)  ADJUSTED  
 EQ0262  ___________________________________________________________________
 EQ0262  GEOID HEIGHT-         -21.90  (meters)                     GEOID03
 EQ0262  DYNAMIC HT  -        1464.570 (meters)    4805.01  (feet)  COMP
 EQ0262  MODELED GRAV-     979,197.8   (mgal)                       NAVD 88
 EQ0262
 EQ0262  VERT ORDER  -  FIRST     CLASS II
 EQ0262
 EQ0262.The horizontal coordinates were scaled from a topographic map and have
 EQ0262.an estimated accuracy of +/- 6 seconds.
 EQ0262
 EQ0262.The orthometric height was determined by differential leveling
 EQ0262.and adjusted by the National Geodetic Survey in June 1991..
 EQ0262
 EQ0262.The geoid height was determined by GEOID03.
 EQ0262
 EQ0262.The dynamic height is computed by dividing the NAVD 88
 EQ0262.geopotential number by the normal gravity value computed on the
 EQ0262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0262.degrees latitude (g = 980.6199 gals.).
 EQ0262
 EQ0262.The modeled gravity was interpolated from observed gravity values.
 EQ0262
 EQ0262;                    North         East    Units  Estimated Accuracy
 EQ0262;SPC NM C     -   408,200.      452,990.      MT  (+/- 180 meters Scaled)
 EQ0262
 EQ0262                          SUPERSEDED SURVEY CONTROL
 EQ0262
 EQ0262  NGVD 29 (??/??/92) 1465.856  (m)         4809.23   (f) ADJ UNCH    1 2
 EQ0262
 EQ0262.Superseded values are not recommended for survey control.
 EQ0262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0262.See file dsdata.txt to determine how the superseded data were derived.
 EQ0262
 EQ0262_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU384389(NAD 83)
 EQ0262_MARKER: DD = SURVEY DISK
 EQ0262_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EQ0262_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EQ0262_STAMPING: 31
 EQ0262_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EQ0262
 EQ0262  HISTORY     - Date     Condition        Report By
 EQ0262  HISTORY     - UNK      MONUMENTED       USGS
 EQ0262  HISTORY     - 1951     GOOD             NGS
 EQ0262  HISTORY     - 1982     MARK NOT FOUND   NGS
 EQ0262
 EQ0262                          STATION DESCRIPTION
 EQ0262
 EQ0262'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 EQ0262'1.4 MI N FROM BELEN.
 EQ0262'1.4 MILES NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD FROM
 EQ0262'THE STATION AT BELEN, AT A ROAD CROSSING, 6 POLES SOUTH OF MILEPOST
 EQ0262'931, 46 FEET EAST OF THE EAST RAIL, 18 FEET NORTH OF THE CENTER LINE
 EQ0262'OF A ROAD, 15 FEET WEST OF THE WEST CORNER OF A SMALL WOODEN BRIDGE
 EQ0262'OVER AN IRRIGATION DITCH, 18 FEET SOUTHEAST OF A TELEGRAPH POLE, 2
 EQ0262'FEET SOUTH OF A WITNESS POST, RIVETED ON THE TOP OF A 3 1/2 INCH IRON
 EQ0262'PIPE WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 EQ0262
 EQ0262                          STATION RECOVERY (1982)
 EQ0262
 EQ0262'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 EQ0262'THERE HAS BEEN GRADING AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0545 ***********************************************************************
 DT0545  DESIGNATION -  4810.43
 DT0545  PID         -  DT0545
 DT0545  STATE/COUNTY-  NM/CATRON
 DT0545  USGS QUAD   -  HOLT MOUNTAIN (1965)
 DT0545
 DT0545                         *CURRENT SURVEY CONTROL
 DT0545  ___________________________________________________________________
 DT0545* NAD 83(1986)-  33 15 07.     (N)    108 52 00.     (W)     SCALED    
 DT0545* NAVD 88     -      1467.093  (meters)    4813.29   (feet)  ADJUSTED  
 DT0545  ___________________________________________________________________
 DT0545  GEOID HEIGHT-         -24.22  (meters)                     GEOID03
 DT0545  DYNAMIC HT  -        1464.880 (meters)    4806.03  (feet)  COMP
 DT0545  MODELED GRAV-     979,078.6   (mgal)                       NAVD 88
 DT0545
 DT0545  VERT ORDER  -  FIRST     CLASS II
 DT0545
 DT0545.The horizontal coordinates were scaled from a topographic map and have
 DT0545.an estimated accuracy of +/- 6 seconds.
 DT0545
 DT0545.The orthometric height was determined by differential leveling
 DT0545.and adjusted by the National Geodetic Survey in June 1991..
 DT0545
 DT0545.The geoid height was determined by GEOID03.
 DT0545
 DT0545.The dynamic height is computed by dividing the NAVD 88
 DT0545.geopotential number by the normal gravity value computed on the
 DT0545.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0545.degrees latitude (g = 980.6199 gals.).
 DT0545
 DT0545.The modeled gravity was interpolated from observed gravity values.
 DT0545
 DT0545;                    North         East    Units  Estimated Accuracy
 DT0545;SPC NM W     -   250,170.      733,710.      MT  (+/- 180 meters Scaled)
 DT0545
 DT0545                          SUPERSEDED SURVEY CONTROL
 DT0545
 DT0545.No superseded survey control is available for this station.
 DT0545
 DT0545_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB987812(NAD 83)
 DT0545_MARKER: DB = BENCH MARK DISK
 DT0545_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DT0545_SP_SET: CONCRETE HEADWALL
 DT0545_STAMPING: 55 4810.43
 DT0545_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DT0545+STABILITY: SURFACE MOTION
 DT0545
 DT0545  HISTORY     - Date     Condition        Report By
 DT0545  HISTORY     - 1955     MONUMENTED       BPR
 DT0545  HISTORY     - 1980     GOOD             NGS
 DT0545
 DT0545                          STATION DESCRIPTION
 DT0545
 DT0545'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 DT0545'9.3 KM SOUTH FROM GLENWOOD.
 DT0545'9.3 KILOMETERS (5.75 MILES) SOUTH ALONG U. S. HIGHWAY 180 FROM THE
 DT0545'POST OFFICE IN GLEENWOOD, IN TOP OF THE SOUTHWEST END OF THE
 DT0545'SOUTHEAST HEADWALL OF A CONCRETE CULVERT SETTING ON BEDROCK, 6.9
 DT0545'METERS (22.6 FEET) SOUTHEAST OF THE CENTER OF THE HIGHWAY.
 DT0545'THE MARK IS 0.2 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0263 ***********************************************************************
 EQ0263  DESIGNATION -  4813
 EQ0263  PID         -  EQ0263
 EQ0263  STATE/COUNTY-  NM/VALENCIA
 EQ0263  USGS QUAD   -  BELEN (1991)
 EQ0263
 EQ0263                         *CURRENT SURVEY CONTROL
 EQ0263  ___________________________________________________________________
 EQ0263* NAD 83(1986)-  34 41 50.     (N)    106 45 35.     (W)     SCALED    
 EQ0263* NAVD 88     -      1468.008  (meters)    4816.29   (feet)  ADJUSTED  
 EQ0263  ___________________________________________________________________
 EQ0263  GEOID HEIGHT-         -21.90  (meters)                     GEOID03
 EQ0263  DYNAMIC HT  -        1465.974 (meters)    4809.62  (feet)  COMP
 EQ0263  MODELED GRAV-     979,198.6   (mgal)                       NAVD 88
 EQ0263
 EQ0263  VERT ORDER  -  FIRST     CLASS II
 EQ0263
 EQ0263.The horizontal coordinates were scaled from a topographic map and have
 EQ0263.an estimated accuracy of +/- 6 seconds.
 EQ0263
 EQ0263.The orthometric height was determined by differential leveling
 EQ0263.and adjusted by the National Geodetic Survey in June 1991..
 EQ0263
 EQ0263.The geoid height was determined by GEOID03.
 EQ0263
 EQ0263.The dynamic height is computed by dividing the NAVD 88
 EQ0263.geopotential number by the normal gravity value computed on the
 EQ0263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0263.degrees latitude (g = 980.6199 gals.).
 EQ0263
 EQ0263.The modeled gravity was interpolated from observed gravity values.
 EQ0263
 EQ0263;                    North         East    Units  Estimated Accuracy
 EQ0263;SPC NM C     -   410,110.      453,300.      MT  (+/- 180 meters Scaled)
 EQ0263
 EQ0263                          SUPERSEDED SURVEY CONTROL
 EQ0263
 EQ0263  NGVD 29 (??/??/92) 1467.258  (m)         4813.83   (f) ADJ UNCH    1 2
 EQ0263
 EQ0263.Superseded values are not recommended for survey control.
 EQ0263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0263.See file dsdata.txt to determine how the superseded data were derived.
 EQ0263
 EQ0263_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU388408(NAD 83)
 EQ0263_MARKER: DD = SURVEY DISK
 EQ0263_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EQ0263_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EQ0263_STAMPING: 4813.92 8/27/1931
 EQ0263_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EQ0263
 EQ0263  HISTORY     - Date     Condition        Report By
 EQ0263  HISTORY     - 1931     MONUMENTED       MRGCD
 EQ0263  HISTORY     - 1951     GOOD             NGS
 EQ0263  HISTORY     - 1982     MARK NOT FOUND   NGS
 EQ0263
 EQ0263                          STATION DESCRIPTION
 EQ0263
 EQ0263'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 EQ0263'2.5 MI N FROM BELEN.
 EQ0263'2.5 MILES NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD FROM
 EQ0263'THE STATION AT BELEN, AT MILEPOST 930, 45 FEET WEST OF THE WEST RAIL,
 EQ0263'41 FEET SOUTH OF THE CENTER LINE OF A ROAD LEADING WEST, 2.4 FEET
 EQ0263'SOUTHEAST OF A FENCE CORNER, 2.4 FEET EAST OF A FENCE, 2 FEET NORTH OF
 EQ0263'A WITNESS POST, SET IN THE TOP OF AN IRON PIPE WHICH PROJECTS 0.3 FOOT
 EQ0263'ABOVE THE GROUND.
 EQ0263
 EQ0263                          STATION RECOVERY (1982)
 EQ0263
 EQ0263'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 EQ0263'THERE HAS BEEN HEAVY GRADING AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0265 ***********************************************************************
 EQ0265  DESIGNATION -  4821
 EQ0265  PID         -  EQ0265
 EQ0265  STATE/COUNTY-  NM/VALENCIA
 EQ0265  USGS QUAD   -  BELEN (1991)
 EQ0265
 EQ0265                         *CURRENT SURVEY CONTROL
 EQ0265  ___________________________________________________________________
 EQ0265* NAD 83(1986)-  34 43 30.     (N)    106 45 12.     (W)     SCALED    
 EQ0265* NAVD 88     -      1470.548  (meters)    4824.62   (feet)  ADJUSTED  
 EQ0265  ___________________________________________________________________
 EQ0265  GEOID HEIGHT-         -21.89  (meters)                     GEOID03
 EQ0265  DYNAMIC HT  -        1468.508 (meters)    4817.93  (feet)  COMP
 EQ0265  MODELED GRAV-     979,197.2   (mgal)                       NAVD 88
 EQ0265
 EQ0265  VERT ORDER  -  FIRST     CLASS II
 EQ0265
 EQ0265.The horizontal coordinates were scaled from a topographic map and have
 EQ0265.an estimated accuracy of +/- 6 seconds.
 EQ0265
 EQ0265.The orthometric height was determined by differential leveling
 EQ0265.and adjusted by the National Geodetic Survey in June 1991..
 EQ0265.WARNING-Repeat measurements at this control monument indicate possible
 EQ0265.vertical movement.
 EQ0265
 EQ0265.The geoid height was determined by GEOID03.
 EQ0265
 EQ0265.The dynamic height is computed by dividing the NAVD 88
 EQ0265.geopotential number by the normal gravity value computed on the
 EQ0265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0265.degrees latitude (g = 980.6199 gals.).
 EQ0265
 EQ0265.The modeled gravity was interpolated from observed gravity values.
 EQ0265
 EQ0265;                    North         East    Units  Estimated Accuracy
 EQ0265;SPC NM C     -   413,190.      453,900.      MT  (+/- 180 meters Scaled)
 EQ0265
 EQ0265                          SUPERSEDED SURVEY CONTROL
 EQ0265
 EQ0265  NGVD 29 (??/??/92) 1469.796  (m)         4822.16   (f) ADJ UNCH    1 2
 EQ0265
 EQ0265.Superseded values are not recommended for survey control.
 EQ0265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0265.See file dsdata.txt to determine how the superseded data were derived.
 EQ0265
 EQ0265_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU394439(NAD 83)
 EQ0265_MARKER: DD = SURVEY DISK
 EQ0265_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EQ0265_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EQ0265_STAMPING: 4822.051 28
 EQ0265_MARK LOGO: USGS  
 EQ0265_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EQ0265
 EQ0265  HISTORY     - Date     Condition        Report By
 EQ0265  HISTORY     - UNK      MONUMENTED       USGS
 EQ0265  HISTORY     - 1951     GOOD             NGS
 EQ0265  HISTORY     - 1982     GOOD             NGS
 EQ0265
 EQ0265                          STATION DESCRIPTION
 EQ0265
 EQ0265'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 EQ0265'4.5 MI N FROM BELEN.
 EQ0265'4.5 MILES NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD FROM
 EQ0265'THE STATION AT BELEN, AT THE SOUTH EDGE OF THE VILLAGE OF LOS CHAVES,
 EQ0265'1 1/2 POLES SOUTH OF MILEPOST 928, AT A ROAD CROSSING, 38 FEET WEST OF
 EQ0265'THE WEST RAIL, 31 FEET NORTH OF THE CENTER LINE OF A ROAD LEADING
 EQ0265'EAST, 23 FEET EAST OF THE CENTER LINE OF A NORTH AND SOUTH ROAD, 9.4
 EQ0265'FEET SOUTH OF A POWER POLE, 0.2 FOOT EAST OF A FENCE, 2 FEET NORTH OF
 EQ0265'A WITNESS POST, RIVETED ON THE TOP OF A 3 1/2 INCH IRON PIPE WHICH
 EQ0265'PROJECTS 1.2 FEET ABOVE THE GROUND.
 EQ0265
 EQ0265                          STATION RECOVERY (1982)
 EQ0265
 EQ0265'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 EQ0265'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  24.9 KM (15.45
 EQ0265'MI) NORTHERLY ALONG STATE HIGHWAY 116 FROM ITS JUNCTION WITH U. S.
 EQ0265'HIGHWAY 60 IN BERNARDO, THENCE 9.2 KM (5.7 MI) NORTHERLY ALONG U. S.
 EQ0265'HIGHWAY 85, THENCE 0.6 KM (0.35 MI) NORTHEAST ALONG A GRAVELED ROAD,
 EQ0265'1-1/2 POLES SOUTH OF RAILROAD MILEPOST 928, 11.6 METERS (38.1 MI) WEST
 EQ0265'OF THE NEAR RAIL OF THE SANTA FE RAILROAD, 9.5 METERS (31.2 FT) NORTH
 EQ0265'OF THE CENTER OF A GRAVELED ROAD LEADING EAST, 7.0 METERS (23.0 FT)
 EQ0265'EAST OF THE CENTER OF THE ROAD, 2.9 METERS (9.5 FT) SOUTH OF UTILITY
 EQ0265'POLE NUMBER NW85 A2 A4, 0.6 METER (2.0 FT) NORTH OF A WOODEN WITNESS
 EQ0265'POST, 0.1 METER (0.2 FT) EAST OF A FENCE, AND RIVETED ON THE TOP OF A
 EQ0265'3-1/2 INCH IRON PIPE WHICH PROJECTS 0.2 METER (0.7 FT) ABOVE THE
 EQ0265'GROUND.
 EQ0265'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 EQ0265'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0266 ***********************************************************************
 EQ0266  DESIGNATION -  4825
 EQ0266  PID         -  EQ0266
 EQ0266  STATE/COUNTY-  NM/VALENCIA
 EQ0266  USGS QUAD   -  TOME (1991)
 EQ0266
 EQ0266                         *CURRENT SURVEY CONTROL
 EQ0266  ___________________________________________________________________
 EQ0266* NAD 83(1986)-  34 44 25.     (N)    106 45 00.     (W)     SCALED    
 EQ0266* NAVD 88     -      1471.622  (meters)    4828.15   (feet)  ADJUSTED  
 EQ0266  ___________________________________________________________________
 EQ0266  GEOID HEIGHT-         -21.88  (meters)                     GEOID03
 EQ0266  DYNAMIC HT  -        1469.581 (meters)    4821.45  (feet)  COMP
 EQ0266  MODELED GRAV-     979,197.8   (mgal)                       NAVD 88
 EQ0266
 EQ0266  VERT ORDER  -  FIRST     CLASS II
 EQ0266
 EQ0266.The horizontal coordinates were scaled from a topographic map and have
 EQ0266.an estimated accuracy of +/- 6 seconds.
 EQ0266
 EQ0266.The orthometric height was determined by differential leveling
 EQ0266.and adjusted by the National Geodetic Survey in June 1991..
 EQ0266
 EQ0266.The geoid height was determined by GEOID03.
 EQ0266
 EQ0266.The dynamic height is computed by dividing the NAVD 88
 EQ0266.geopotential number by the normal gravity value computed on the
 EQ0266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0266.degrees latitude (g = 980.6199 gals.).
 EQ0266
 EQ0266.The modeled gravity was interpolated from observed gravity values.
 EQ0266
 EQ0266;                    North         East    Units  Estimated Accuracy
 EQ0266;SPC NM C     -   414,880.      454,220.      MT  (+/- 180 meters Scaled)
 EQ0266
 EQ0266                          SUPERSEDED SURVEY CONTROL
 EQ0266
 EQ0266  NGVD 29 (??/??/92) 1470.859  (m)         4825.64   (f) ADJ UNCH    1 2
 EQ0266
 EQ0266.Superseded values are not recommended for survey control.
 EQ0266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0266.See file dsdata.txt to determine how the superseded data were derived.
 EQ0266
 EQ0266_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU397456(NAD 83)
 EQ0266_MARKER: DD = SURVEY DISK
 EQ0266_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EQ0266_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EQ0266_STAMPING: 4825.78 8/27/1931
 EQ0266_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EQ0266
 EQ0266  HISTORY     - Date     Condition        Report By
 EQ0266  HISTORY     - 1931     MONUMENTED       MRGCD
 EQ0266  HISTORY     - 1951     GOOD             NGS
 EQ0266  HISTORY     - 1982     MARK NOT FOUND   NGS
 EQ0266
 EQ0266                          STATION DESCRIPTION
 EQ0266
 EQ0266'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 EQ0266'1.0 MI N FROM LOS CHAVES.
 EQ0266'1.0 MILE NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD FROM
 EQ0266'THE PUBLIC SCHOOL AT LOS CHAVES, AT MILEPOST 927, 110 YARDS EAST OF
 EQ0266'THE CENTER LINE OF U.S. HIGHWAY 85 AND STATE HIGHWAY 45, 45.6 FEET
 EQ0266'WEST OF THE WEST RAIL OF THE MAIN TRACK, 26 FEET SOUTH OF A VERTICAL
 EQ0266'RAIL DRIVEN IN THE GROUND, 1.8 FEET EAST OF A FENCE, SET IN THE TOP OF
 EQ0266'A 3 1/2 INCH IRON PIPE WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 EQ0266
 EQ0266                          STATION RECOVERY (1982)
 EQ0266
 EQ0266'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 EQ0266'THERE HAS BEEN HEAVY GRADING AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0271 ***********************************************************************
 EQ0271  DESIGNATION -  4834
 EQ0271  PID         -  EQ0271
 EQ0271  STATE/COUNTY-  NM/VALENCIA
 EQ0271  USGS QUAD   -  LOS LUNAS (1991)
 EQ0271
 EQ0271                         *CURRENT SURVEY CONTROL
 EQ0271  ___________________________________________________________________
 EQ0271* NAD 83(1986)-  34 46 07.     (N)    106 44 38.     (W)     SCALED    
 EQ0271* NAVD 88     -      1474.362  (meters)    4837.14   (feet)  ADJUSTED  
 EQ0271  ___________________________________________________________________
 EQ0271  GEOID HEIGHT-         -21.84  (meters)                     GEOID03
 EQ0271  DYNAMIC HT  -        1472.325 (meters)    4830.45  (feet)  COMP
 EQ0271  MODELED GRAV-     979,202.5   (mgal)                       NAVD 88
 EQ0271
 EQ0271  VERT ORDER  -  FIRST     CLASS II
 EQ0271
 EQ0271.The horizontal coordinates were scaled from a topographic map and have
 EQ0271.an estimated accuracy of +/- 6 seconds.
 EQ0271
 EQ0271.The orthometric height was determined by differential leveling
 EQ0271.and adjusted by the National Geodetic Survey in June 1991..
 EQ0271.WARNING-Repeat measurements at this control monument indicate possible
 EQ0271.vertical movement.
 EQ0271
 EQ0271.The geoid height was determined by GEOID03.
 EQ0271
 EQ0271.The dynamic height is computed by dividing the NAVD 88
 EQ0271.geopotential number by the normal gravity value computed on the
 EQ0271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0271.degrees latitude (g = 980.6199 gals.).
 EQ0271
 EQ0271.The modeled gravity was interpolated from observed gravity values.
 EQ0271
 EQ0271;                    North         East    Units  Estimated Accuracy
 EQ0271;SPC NM C     -   418,020.      454,790.      MT  (+/- 180 meters Scaled)
 EQ0271
 EQ0271                          SUPERSEDED SURVEY CONTROL
 EQ0271
 EQ0271  NGVD 29 (??/??/92) 1473.586  (m)         4834.59   (f) ADJ UNCH    1 2
 EQ0271
 EQ0271.Superseded values are not recommended for survey control.
 EQ0271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0271.See file dsdata.txt to determine how the superseded data were derived.
 EQ0271
 EQ0271_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU404487(NAD 83)
 EQ0271_MARKER: DD = SURVEY DISK
 EQ0271_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EQ0271_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EQ0271_STAMPING: 4834.60 8/27/1931
 EQ0271_MARK LOGO: MRGCD 
 EQ0271_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EQ0271
 EQ0271  HISTORY     - Date     Condition        Report By
 EQ0271  HISTORY     - 1931     MONUMENTED       MRGCD
 EQ0271  HISTORY     - 1951     GOOD             NGS
 EQ0271  HISTORY     - 1982     GOOD             NGS
 EQ0271
 EQ0271                          STATION DESCRIPTION
 EQ0271
 EQ0271'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 EQ0271'3.0 MI N FROM LOS CHAVES.
 EQ0271'3.0 MILES NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD FROM
 EQ0271'THE PUBLIC SCHOOL AT LOS CHAVES, 0.25 MILE SOUTH OF A ROAD CROSSING,
 EQ0271'AT MILEPOST 925, 46.3 FEET WEST OF THE WEST RAIL, 35.5 FEET EAST OF
 EQ0271'THE CENTER LINE OF U.S. HIGHWAY 85 AND STATE HIGHWAY 45, 1.2 FEET EAST
 EQ0271'OF A FENCE, SET IN THE TOP OF A 3 1/2 INCH IRON PIPE WHICH PROJECTS
 EQ0271'0.2 FOOT ABOVE THE GROUND.
 EQ0271
 EQ0271                          STATION RECOVERY (1982)
 EQ0271
 EQ0271'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 EQ0271'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  36.8 KM (22.85
 EQ0271'MI) SOUTHERLY ALONG THE SANTA FE RAILROAD FROM THE RAILROAD STATION IN
 EQ0271'ALBUQUERQUE, 0.2 KM (0.1 MI) NORTHEAST OF A PAVED ROAD CROSSING, 22.2
 EQ0271'METERS (72.8 FT) EAST OF THE CENTERLINE OF THE NORTH BOUND LANES OF U.
 EQ0271'S. HIGHWAY 85, 14.0 METERS (45.9 FT) WEST OF THE NEAR RAIL, 11.6
 EQ0271'METERS (38.0 FT) WEST OF MILEPOST 925, AND SET IN THE TOP OF A 3-1/2
 EQ0271'INCH IRON PIPE WHICH PROJECTS 0.15 METER (0.5 FT) ABOVE THE GROUND.
 EQ0271'THE MARK IS 1.6 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0281 ***********************************************************************
 EQ0281  DESIGNATION -  4844
 EQ0281  PID         -  EQ0281
 EQ0281  STATE/COUNTY-  NM/VALENCIA
 EQ0281  USGS QUAD   -  LOS LUNAS (1991)
 EQ0281
 EQ0281                         *CURRENT SURVEY CONTROL
 EQ0281  ___________________________________________________________________
 EQ0281* NAD 83(1986)-  34 47 49.     (N)    106 44 16.     (W)     SCALED    
 EQ0281* NAVD 88     -      1477.295  (meters)    4846.76   (feet)  ADJUSTED  
 EQ0281  ___________________________________________________________________
 EQ0281  GEOID HEIGHT-         -21.81  (meters)                     GEOID03
 EQ0281  DYNAMIC HT  -        1475.259 (meters)    4840.08  (feet)  COMP
 EQ0281  MODELED GRAV-     979,205.5   (mgal)                       NAVD 88
 EQ0281
 EQ0281  VERT ORDER  -  FIRST     CLASS II
 EQ0281
 EQ0281.The horizontal coordinates were scaled from a topographic map and have
 EQ0281.an estimated accuracy of +/- 6 seconds.
 EQ0281
 EQ0281.The orthometric height was determined by differential leveling
 EQ0281.and adjusted by the National Geodetic Survey in June 1991..
 EQ0281
 EQ0281.The geoid height was determined by GEOID03.
 EQ0281
 EQ0281.The dynamic height is computed by dividing the NAVD 88
 EQ0281.geopotential number by the normal gravity value computed on the
 EQ0281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0281.degrees latitude (g = 980.6199 gals.).
 EQ0281
 EQ0281.The modeled gravity was interpolated from observed gravity values.
 EQ0281
 EQ0281;                    North         East    Units  Estimated Accuracy
 EQ0281;SPC NM C     -   421,160.      455,370.      MT  (+/- 180 meters Scaled)
 EQ0281
 EQ0281                          SUPERSEDED SURVEY CONTROL
 EQ0281
 EQ0281  NGVD 29 (??/??/92) 1476.534  (m)         4844.26   (f) ADJ UNCH    1 2
 EQ0281
 EQ0281.Superseded values are not recommended for survey control.
 EQ0281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0281.See file dsdata.txt to determine how the superseded data were derived.
 EQ0281
 EQ0281_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU410519(NAD 83)
 EQ0281_MARKER: DD = SURVEY DISK
 EQ0281_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EQ0281_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EQ0281_STAMPING: 4844.37 8/27/1931
 EQ0281_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EQ0281
 EQ0281  HISTORY     - Date     Condition        Report By
 EQ0281  HISTORY     - 1931     MONUMENTED       MRGCD
 EQ0281  HISTORY     - 1951     GOOD             NGS
 EQ0281  HISTORY     - 1952     POOR             USGS
 EQ0281
 EQ0281                          STATION DESCRIPTION
 EQ0281
 EQ0281'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 EQ0281'0.55 MI S FROM LOS LUNAS.
 EQ0281'0.55 MILE SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD FROM
 EQ0281'THE STATION AT LOS LUNAS, 0.15 MILE SOUTH OF A ROAD CROSSING, AT
 EQ0281'MILEPOST 923, 47.5 FEET WEST OF THE WEST RAIL OF THE MAIN TRACK, 33.5
 EQ0281'FEET EAST OF THE CENTER LINE OF U.S. HIGHWAY 85 AND STATE HIGHWAY 45,
 EQ0281'0.7 FOOT EAST OF A FENCE, ACROSS THE TRACK FROM A ONE STORY WHITE
 EQ0281'HOUSE, SET IN THE TOP OF A 3 1/2 INCH IRON PIPE WHICH PROJECTS 0.6
 EQ0281'FOOT ABOVE THE GROUND.
 EQ0281
 EQ0281                          STATION RECOVERY (1952)
 EQ0281
 EQ0281'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1952
 EQ0281'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0284 ***********************************************************************
 EQ0284  DESIGNATION -  4855
 EQ0284  PID         -  EQ0284
 EQ0284  STATE/COUNTY-  NM/VALENCIA
 EQ0284  USGS QUAD   -  LOS LUNAS (1991)
 EQ0284
 EQ0284                         *CURRENT SURVEY CONTROL
 EQ0284  ___________________________________________________________________
 EQ0284* NAD 83(1986)-  34 49 31.     (N)    106 43 54.     (W)     SCALED    
 EQ0284* NAVD 88     -      1480.713  (meters)    4857.97   (feet)  ADJUSTED  
 EQ0284  ___________________________________________________________________
 EQ0284  GEOID HEIGHT-         -21.77  (meters)                     GEOID03
 EQ0284  DYNAMIC HT  -        1478.676 (meters)    4851.29  (feet)  COMP
 EQ0284  MODELED GRAV-     979,208.0   (mgal)                       NAVD 88
 EQ0284
 EQ0284  VERT ORDER  -  FIRST     CLASS II
 EQ0284
 EQ0284.The horizontal coordinates were scaled from a topographic map and have
 EQ0284.an estimated accuracy of +/- 6 seconds.
 EQ0284
 EQ0284.The orthometric height was determined by differential leveling
 EQ0284.and adjusted by the National Geodetic Survey in June 1991..
 EQ0284
 EQ0284.The geoid height was determined by GEOID03.
 EQ0284
 EQ0284.The dynamic height is computed by dividing the NAVD 88
 EQ0284.geopotential number by the normal gravity value computed on the
 EQ0284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0284.degrees latitude (g = 980.6199 gals.).
 EQ0284
 EQ0284.The modeled gravity was interpolated from observed gravity values.
 EQ0284
 EQ0284;                    North         East    Units  Estimated Accuracy
 EQ0284;SPC NM C     -   424,300.      455,940.      MT  (+/- 180 meters Scaled)
 EQ0284
 EQ0284                          SUPERSEDED SURVEY CONTROL
 EQ0284
 EQ0284  NGVD 29 (??/??/92) 1479.948  (m)         4855.46   (f) ADJ UNCH    1 2
 EQ0284
 EQ0284.Superseded values are not recommended for survey control.
 EQ0284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0284.See file dsdata.txt to determine how the superseded data were derived.
 EQ0284
 EQ0284_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU416550(NAD 83)
 EQ0284_MARKER: DD = SURVEY DISK
 EQ0284_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EQ0284_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EQ0284_STAMPING: 4855.48 8/27/1931
 EQ0284_MARK LOGO: MRGCD 
 EQ0284_PROJECTION: PROJECTING 15 CENTIMETERS
 EQ0284_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EQ0284_ROD/PIPE-DEPTH: 3.0  meters
 EQ0284
 EQ0284  HISTORY     - Date     Condition        Report By
 EQ0284  HISTORY     - 1931     MONUMENTED       MRGCD
 EQ0284  HISTORY     - 1951     GOOD             NGS
 EQ0284  HISTORY     - 1982     GOOD             NGS
 EQ0284
 EQ0284                          STATION DESCRIPTION
 EQ0284
 EQ0284'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 EQ0284'1.35 MI N FROM LOS LUNAS.
 EQ0284'1.35 MILES NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD FROM
 EQ0284'THE STATION AT LOS LUNAS, 0.15 MILE NORTH OF A ROAD CROSSING, ON THE
 EQ0284'EXTENDED CENTER LINE OF A TRACK ROAD LEADING WEST, 105 FEET SOUTHWEST
 EQ0284'OF MILEPOST 921, 47.7 FEET WEST OF THE WEST RAIL, 50.6 FEET EAST OF
 EQ0284'THE CENTER LINE OF U.S. HIGHWAY 85 AND STATE HIGHWAY 45, 1.4 FEET
 EQ0284'SOUTHEAST OF A SECTION OF RAIL DRIVEN IN THE GROUND, 0.7 FOOT EAST OF
 EQ0284'A FENCE, SET IN THE TOP OF A 3 1/2 INCH IRON PIPE WHICH PROJECTS 0.5
 EQ0284'FOOT ABOVE THE GROUND.
 EQ0284
 EQ0284                          STATION RECOVERY (1982)
 EQ0284
 EQ0284'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 EQ0284'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  30.3 KM (18.8
 EQ0284'MI) SOUTHERLY ALONG THE SANTA FE RAILROAD FROM THE RAILROAD STATION IN
 EQ0284'ALBUQUERQUE, 0.2 KM (0.5 MI) NORTH OF A ROAD CROSSING, 15.5 METERS
 EQ0284'50.9 FT EAST OF THE CENTERLINE OF U. S. HIGHWAY 85, 14.5 METERS (47.6
 EQ0284'FT) WEST OF THE NEAR RAIL, 12.1 METERS (39.7 FT) WEST OF MILEPOST 921,
 EQ0284'1.1 METERS (3.6 FT) NORTH OF THE EXTENDED CENTER OF A FIELD ROAD
 EQ0284'LEADING WEST, AND 0.5 METER (1.6 FT) SOUTHEAST OF A SECTION OF RAIL
 EQ0284'DRIVEN INTO THE GROUND.
 EQ0284'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 EQ0284'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0285 ***********************************************************************
 EQ0285  DESIGNATION -  4859
 EQ0285  PID         -  EQ0285
 EQ0285  STATE/COUNTY-  NM/VALENCIA
 EQ0285  USGS QUAD   -  LOS LUNAS (1991)
 EQ0285
 EQ0285                         *CURRENT SURVEY CONTROL
 EQ0285  ___________________________________________________________________
 EQ0285* NAD 83(1986)-  34 50 22.     (N)    106 43 43.     (W)     SCALED    
 EQ0285* NAVD 88     -      1482.089  (meters)    4862.49   (feet)  ADJUSTED  
 EQ0285  ___________________________________________________________________
 EQ0285  GEOID HEIGHT-         -21.75  (meters)                     GEOID03
 EQ0285  DYNAMIC HT  -        1480.051 (meters)    4855.80  (feet)  COMP
 EQ0285  MODELED GRAV-     979,208.6   (mgal)                       NAVD 88
 EQ0285
 EQ0285  VERT ORDER  -  FIRST     CLASS II
 EQ0285
 EQ0285.The horizontal coordinates were scaled from a topographic map and have
 EQ0285.an estimated accuracy of +/- 6 seconds.
 EQ0285
 EQ0285.The orthometric height was determined by differential leveling
 EQ0285.and adjusted by the National Geodetic Survey in June 1991..
 EQ0285
 EQ0285.The geoid height was determined by GEOID03.
 EQ0285
 EQ0285.The dynamic height is computed by dividing the NAVD 88
 EQ0285.geopotential number by the normal gravity value computed on the
 EQ0285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0285.degrees latitude (g = 980.6199 gals.).
 EQ0285
 EQ0285.The modeled gravity was interpolated from observed gravity values.
 EQ0285
 EQ0285;                    North         East    Units  Estimated Accuracy
 EQ0285;SPC NM C     -   425,870.      456,230.      MT  (+/- 180 meters Scaled)
 EQ0285
 EQ0285                          SUPERSEDED SURVEY CONTROL
 EQ0285
 EQ0285  NGVD 29 (??/??/92) 1481.320  (m)         4859.96   (f) ADJ UNCH    1 2
 EQ0285
 EQ0285.Superseded values are not recommended for survey control.
 EQ0285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0285.See file dsdata.txt to determine how the superseded data were derived.
 EQ0285
 EQ0285_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU419566(NAD 83)
 EQ0285_MARKER: DD = SURVEY DISK
 EQ0285_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EQ0285_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EQ0285_STAMPING: 4859.92 8/27/1931
 EQ0285_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EQ0285
 EQ0285  HISTORY     - Date     Condition        Report By
 EQ0285  HISTORY     - 1931     MONUMENTED       MRGCD
 EQ0285  HISTORY     - 1951     GOOD             NGS
 EQ0285  HISTORY     - 1982     MARK NOT FOUND   NGS
 EQ0285
 EQ0285                          STATION DESCRIPTION
 EQ0285
 EQ0285'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 EQ0285'2.35 MI N FROM LOS LUNAS.
 EQ0285'2.35 MILES NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD FROM
 EQ0285'THE STATION AT LOS LUNAS, 0.25 MILE NORTH OF A ROAD CROSSING, 318 FEET
 EQ0285'SOUTH OF AN IRRIGATION DITCH, 90 FEET SOUTHWEST OF MILEPOST 920, 45.6
 EQ0285'FEET WEST OF THE WEST RAIL, 52.3 FEET EAST OF THE CENTER LINE OF U.S.
 EQ0285'HIGHWAY 85 AND STATE HIGHWAY 45, 1.5 FEET EAST OF A FENCE, SET IN THE
 EQ0285'TOP OF A 3 1/2 INCH IRON PIPE WHICH PROJECTS 0.7 FOOT ABOVE THE
 EQ0285'GROUND.
 EQ0285
 EQ0285                          STATION RECOVERY (1982)
 EQ0285
 EQ0285'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 EQ0285'THERE HAS BEEN HEAVY GRADING AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0636 ***********************************************************************
 DR0636  DESIGNATION -  48+65
 DR0636  PID         -  DR0636
 DR0636  STATE/COUNTY-  NM/LINCOLN
 DR0636  USGS QUAD   -  RUIDOSO (1982)
 DR0636
 DR0636                         *CURRENT SURVEY CONTROL
 DR0636  ___________________________________________________________________
 DR0636* NAD 83(1986)-  33 18 48.     (N)    105 38 08.     (W)     SCALED    
 DR0636* NAVD 88     -      2011.403  (meters)    6599.08   (feet)  ADJUSTED  
 DR0636  ___________________________________________________________________
 DR0636  GEOID HEIGHT-         -19.58  (meters)                     GEOID03
 DR0636  DYNAMIC HT  -        2008.323 (meters)    6588.97  (feet)  COMP
 DR0636  MODELED GRAV-     979,032.6   (mgal)                       NAVD 88
 DR0636
 DR0636  VERT ORDER  -  FIRST     CLASS II
 DR0636
 DR0636.The horizontal coordinates were scaled from a topographic map and have
 DR0636.an estimated accuracy of +/- 6 seconds.
 DR0636
 DR0636.The orthometric height was determined by differential leveling
 DR0636.and adjusted by the National Geodetic Survey in June 1991..
 DR0636
 DR0636.The geoid height was determined by GEOID03.
 DR0636
 DR0636.The dynamic height is computed by dividing the NAVD 88
 DR0636.geopotential number by the normal gravity value computed on the
 DR0636.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0636.degrees latitude (g = 980.6199 gals.).
 DR0636
 DR0636.The modeled gravity was interpolated from observed gravity values.
 DR0636
 DR0636;                    North         East    Units  Estimated Accuracy
 DR0636;SPC NM C     -   256,670.      557,210.      MT  (+/- 180 meters Scaled)
 DR0636
 DR0636                          SUPERSEDED SURVEY CONTROL
 DR0636
 DR0636  NGVD 29 (??/??/92) 2010.651  (m)         6596.61   (f) ADJ UNCH    1 2
 DR0636
 DR0636.Superseded values are not recommended for survey control.
 DR0636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0636.See file dsdata.txt to determine how the superseded data were derived.
 DR0636
 DR0636_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDS408862(NAD 83)
 DR0636_MARKER: DD = SURVEY DISK
 DR0636_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DR0636_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DR0636_STAMPING: 48+65
 DR0636_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR0636
 DR0636  HISTORY     - Date     Condition        Report By
 DR0636  HISTORY     - UNK      MONUMENTED       BPR
 DR0636  HISTORY     - 1944     GOOD             NGS
 DR0636  HISTORY     - 1963     MARK NOT FOUND   USGS
 DR0636
 DR0636                          STATION DESCRIPTION
 DR0636
 DR0636'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 DR0636'15.7 MI NE FROM MESCALERO.
 DR0636'IN LINCOLN COUNTY, 15.7 MILES NORTHEAST ALONG U.S. HIGHWAY 70 FROM
 DR0636'MESCALERO, OTERO COUNTY, 0.4 MILE SOUTHWEST OF RUIDOSO JUNCTION,
 DR0636'LINCOLN COUNTY, AT STATION 48+65, 36 FEET SOUTH OF THE CENTERLINE OF
 DR0636'THE HIGHWAY, AND 2 FEET SOUTH OF A FENCE.  A UNITED STATES BUREAU OF
 DR0636'PUBLIC ROADS STANDARD CAP, STAMPED 48+65 AND FASTENED ON THE TOP OF AN
 DR0636'IRON PIPE SET IN CONCRETE.
 DR0636
 DR0636                          STATION RECOVERY (1963)
 DR0636
 DR0636'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 DR0636'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0288 ***********************************************************************
 EQ0288  DESIGNATION -  4869
 EQ0288  PID         -  EQ0288
 EQ0288  STATE/COUNTY-  NM/BERNALILLO
 EQ0288  USGS QUAD   -  LOS LUNAS (1991)
 EQ0288
 EQ0288                         *CURRENT SURVEY CONTROL
 EQ0288  ___________________________________________________________________
 EQ0288* NAD 83(1986)-  34 52 07.     (N)    106 43 21.     (W)     SCALED    
 EQ0288* NAVD 88     -      1484.917  (meters)    4871.77   (feet)  POSTED    
 EQ0288  ___________________________________________________________________
 EQ0288  GEOID HEIGHT-         -21.71  (meters)                     GEOID03
 EQ0288  DYNAMIC HT  -        1482.870 (meters)    4865.05  (feet)  COMP
 EQ0288  MODELED GRAV-     979,206.2   (mgal)                       NAVD 88
 EQ0288
 EQ0288  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 EQ0288
 EQ0288.The horizontal coordinates were scaled from a topographic map and have
 EQ0288.an estimated accuracy of +/- 6 seconds.
 EQ0288
 EQ0288.The orthometric height was determined by differential leveling
 EQ0288.and adjusted by the National Geodetic Survey in 1992..
 EQ0288.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 EQ0288.rate of 1.1 thru 2.0 mm/km.
 EQ0288
 EQ0288.The geoid height was determined by GEOID03.
 EQ0288
 EQ0288.The dynamic height is computed by dividing the NAVD 88
 EQ0288.geopotential number by the normal gravity value computed on the
 EQ0288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0288.degrees latitude (g = 980.6199 gals.).
 EQ0288
 EQ0288.The modeled gravity was interpolated from observed gravity values.
 EQ0288
 EQ0288;                    North         East    Units  Estimated Accuracy
 EQ0288;SPC NM C     -   429,100.      456,800.      MT  (+/- 180 meters Scaled)
 EQ0288
 EQ0288                          SUPERSEDED SURVEY CONTROL
 EQ0288
 EQ0288  NGVD 29 (??/??/92) 1484.134  (m)         4869.20   (f) ADJ UNCH    1 2
 EQ0288
 EQ0288.Superseded values are not recommended for survey control.
 EQ0288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0288.See file dsdata.txt to determine how the superseded data were derived.
 EQ0288
 EQ0288_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU425598(NAD 83)
 EQ0288_MARKER: DD = SURVEY DISK
 EQ0288_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EQ0288_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EQ0288_STAMPING: 4869.26
 EQ0288_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EQ0288
 EQ0288  HISTORY     - Date     Condition        Report By
 EQ0288  HISTORY     - UNK      MONUMENTED       MRGCD
 EQ0288  HISTORY     - 1951     GOOD             NGS
 EQ0288  HISTORY     - 1982     MARK NOT FOUND   NGS
 EQ0288
 EQ0288                          STATION DESCRIPTION
 EQ0288
 EQ0288'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 EQ0288'3.05 MI S FROM ISLETA.
 EQ0288'3.05 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD FROM
 EQ0288'THE STATION AT ISLETA, AT THE FOOT OF A SANDY HILL, 208 FEET EAST OF
 EQ0288'THE CENTER LINE OF STATE HIGHWAY 45 AND U.S. HIGHWAY 85, 106 FEET
 EQ0288'NORTH OF MILEPOST 918, 46.4 FEET WEST OF THE WEST RAIL, 6 FEET BELOW
 EQ0288'THE LEVEL OF THE TRACK, 2 FEET EAST OF A FENCE, 1.4 FEET NORTH OF A
 EQ0288'WITNESS POST, SET IN THE TOP OF A 3 1/2 INCH IRON PIPE WHICH PROJECTS
 EQ0288'0.6 FOOT ABOVE THE GROUND.
 EQ0288
 EQ0288                          STATION RECOVERY (1982)
 EQ0288
 EQ0288'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 EQ0288'THERE IS A LARGE DRAINAGE DITCH AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0289 ***********************************************************************
 EQ0289  DESIGNATION -  4871
 EQ0289  PID         -  EQ0289
 EQ0289  STATE/COUNTY-  NM/BERNALILLO
 EQ0289  USGS QUAD   -  ISLETA (1991)
 EQ0289
 EQ0289                         *CURRENT SURVEY CONTROL
 EQ0289  ___________________________________________________________________
 EQ0289* NAD 83(1986)-  34 52 56.     (N)    106 43 05.     (W)     SCALED    
 EQ0289* NAVD 88     -      1485.713  (meters)    4874.38   (feet)  POSTED    
 EQ0289  ___________________________________________________________________
 EQ0289  GEOID HEIGHT-         -21.68  (meters)                     GEOID03
 EQ0289  DYNAMIC HT  -        1483.670 (meters)    4867.67  (feet)  COMP
 EQ0289  MODELED GRAV-     979,209.0   (mgal)                       NAVD 88
 EQ0289
 EQ0289  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 EQ0289
 EQ0289.The horizontal coordinates were scaled from a topographic map and have
 EQ0289.an estimated accuracy of +/- 6 seconds.
 EQ0289
 EQ0289.The orthometric height was determined by differential leveling
 EQ0289.and adjusted by the National Geodetic Survey in 1992..
 EQ0289.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 EQ0289.rate of 1.1 thru 2.0 mm/km.
 EQ0289
 EQ0289.The geoid height was determined by GEOID03.
 EQ0289
 EQ0289.The dynamic height is computed by dividing the NAVD 88
 EQ0289.geopotential number by the normal gravity value computed on the
 EQ0289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0289.degrees latitude (g = 980.6199 gals.).
 EQ0289
 EQ0289.The modeled gravity was interpolated from observed gravity values.
 EQ0289
 EQ0289;                    North         East    Units  Estimated Accuracy
 EQ0289;SPC NM C     -   430,610.      457,220.      MT  (+/- 180 meters Scaled)
 EQ0289
 EQ0289                          SUPERSEDED SURVEY CONTROL
 EQ0289
 EQ0289  NGVD 29 (??/??/92) 1484.928  (m)         4871.80   (f) ADJ UNCH    1 2
 EQ0289
 EQ0289.Superseded values are not recommended for survey control.
 EQ0289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0289.See file dsdata.txt to determine how the superseded data were derived.
 EQ0289
 EQ0289_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU429613(NAD 83)
 EQ0289_MARKER: DD = SURVEY DISK
 EQ0289_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EQ0289_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EQ0289_STAMPING: 4871.74
 EQ0289_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EQ0289
 EQ0289  HISTORY     - Date     Condition        Report By
 EQ0289  HISTORY     - UNK      MONUMENTED       MRGCD
 EQ0289  HISTORY     - 1951     GOOD             NGS
 EQ0289  HISTORY     - 1982     MARK NOT FOUND   NGS
 EQ0289
 EQ0289                          STATION DESCRIPTION
 EQ0289
 EQ0289'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 EQ0289'2.05 MI S FROM ISLETA.
 EQ0289'2.05 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD FROM
 EQ0289'THE STATION AT ISLETA, 1.1 MILES SOUTH OF A HIGHWAY OVERPASS, 0.2 MILE
 EQ0289'SOUTH OF A ROAD CROSSING, 56 FEET EAST OF THE CENTER LINE OF STATE
 EQ0289'HIGHWAY 45 AND U.S. HIGHWAY 85, 49 FEET WEST OF THE WEST RAIL, 47 FEET
 EQ0289'NORTHWEST OF MILEPOST 917, 3 FEET EAST OF A WITNESS POST, 6 FEET BELOW
 EQ0289'THE LEVEL OF THE TRACK, 1 FOOT EAST OF A FENCE, SET IN THE TOP OF A 3
 EQ0289'1/2 INCH IRON PIPE WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 EQ0289
 EQ0289                          STATION RECOVERY (1982)
 EQ0289
 EQ0289'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 EQ0289'THERE IS A LARGE IRRIGATION DITCH AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0290 ***********************************************************************
 EQ0290  DESIGNATION -  4889
 EQ0290  PID         -  EQ0290
 EQ0290  STATE/COUNTY-  NM/BERNALILLO
 EQ0290  USGS QUAD   -  ISLETA (1991)
 EQ0290
 EQ0290                         *CURRENT SURVEY CONTROL
 EQ0290  ___________________________________________________________________
 EQ0290* NAD 83(1986)-  34 53 40.     (N)    106 42 31.     (W)     SCALED    
 EQ0290* NAVD 88     -      1491.055  (meters)    4891.90   (feet)  ADJUSTED  
 EQ0290  ___________________________________________________________________
 EQ0290  GEOID HEIGHT-         -21.64  (meters)                     GEOID03
 EQ0290  DYNAMIC HT  -        1489.005 (meters)    4885.18  (feet)  COMP
 EQ0290  MODELED GRAV-     979,208.1   (mgal)                       NAVD 88
 EQ0290
 EQ0290  VERT ORDER  -  FIRST     CLASS II
 EQ0290
 EQ0290.The horizontal coordinates were scaled from a topographic map and have
 EQ0290.an estimated accuracy of +/- 6 seconds.
 EQ0290
 EQ0290.The orthometric height was determined by differential leveling
 EQ0290.and adjusted by the National Geodetic Survey in June 1991..
 EQ0290
 EQ0290.The geoid height was determined by GEOID03.
 EQ0290
 EQ0290.The dynamic height is computed by dividing the NAVD 88
 EQ0290.geopotential number by the normal gravity value computed on the
 EQ0290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0290.degrees latitude (g = 980.6199 gals.).
 EQ0290
 EQ0290.The modeled gravity was interpolated from observed gravity values.
 EQ0290
 EQ0290;                    North         East    Units  Estimated Accuracy
 EQ0290;SPC NM C     -   431,960.      458,090.      MT  (+/- 180 meters Scaled)
 EQ0290
 EQ0290                          SUPERSEDED SURVEY CONTROL
 EQ0290
 EQ0290  NGVD 29 (??/??/92) 1490.265  (m)         4889.31   (f) ADJ UNCH    1 2
 EQ0290
 EQ0290.Superseded values are not recommended for survey control.
 EQ0290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0290.See file dsdata.txt to determine how the superseded data were derived.
 EQ0290
 EQ0290_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU438626(NAD 83)
 EQ0290_MARKER: DD = SURVEY DISK
 EQ0290_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EQ0290_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EQ0290_STAMPING: 4889.32
 EQ0290_MARK LOGO: MRGCD 
 EQ0290_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EQ0290
 EQ0290  HISTORY     - Date     Condition        Report By
 EQ0290  HISTORY     - UNK      MONUMENTED       MRGCD
 EQ0290  HISTORY     - 1951     GOOD             NGS
 EQ0290  HISTORY     - 1982     GOOD             NGS
 EQ0290
 EQ0290                          STATION DESCRIPTION
 EQ0290
 EQ0290'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 EQ0290'1.0 MI S FROM ISLETA.
 EQ0290'1.0 MILE SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD FROM
 EQ0290'THE STATION AT ISLETA, 0.2 MILE SOUTHEAST OF A HIGHWAY OVERPASS, 102
 EQ0290'YARDS EAST OF THE CENTER LINE OF STATE HIGHWAY 45, 206 FEET EAST OF
 EQ0290'THE CENTER LINE OF A SANDY ROAD, 79.3 FEET SOUTH OF MILEPOST 916, 46.5
 EQ0290'FEET WEST OF THE WEST RAIL, 5 FEET SOUTHEAST OF A WHITE STEEL RAIL
 EQ0290'WITNESS POST, 1 FOOT EAST OF A FENCE, SET IN THE TOP OF A 3 1/2 INCH
 EQ0290'IRON PIPE WHICH PROJECTS 0.7 FOOT ABOVE THE GROUND.
 EQ0290
 EQ0290                          STATION RECOVERY (1982)
 EQ0290
 EQ0290'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 EQ0290'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  22.2 KM (13.8
 EQ0290'MI) SOUTHERLY ALONG THE SANTA FE RAILROAD FROM THE RAILROAD STATION IN
 EQ0290'ALBUQUERQUE, 24.2 METERS (79.4 FT) SOUTHWEST OF UTILITY POLE NUMBER F,
 EQ0290'14.2 METERS (46.6 FT) NORTHWEST OF THE NEAR RAIL, 11.8 METERS WEST OF
 EQ0290'MILEPOST 916, 1.6 METERS (5.2 FT) SOUTH OF AN UPRIGHT STEEL RAIL, AND
 EQ0290'SET IN THE TOP OF A 3-1/2 INCH IRON PIPE WHICH PROJECTS 0.15 METER
 EQ0290'(0.5 FT) ABOVE THE GROUND.
 EQ0290'THE MARK IS 1.2 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0106 ***********************************************************************
 DT0106  DESIGNATION -  4889.88
 DT0106  PID         -  DT0106
 DT0106  STATE/COUNTY-  NM/CATRON
 DT0106  USGS QUAD   -  MOON RANCH (1965)
 DT0106
 DT0106                         *CURRENT SURVEY CONTROL
 DT0106  ___________________________________________________________________
 DT0106* NAD 83(1986)-  33 14 42.     (N)    108 51 34.     (W)     SCALED    
 DT0106* NAVD 88     -      1491.715  (meters)    4894.07   (feet)  ADJUSTED  
 DT0106  ___________________________________________________________________
 DT0106  GEOID HEIGHT-         -24.22  (meters)                     GEOID03
 DT0106  DYNAMIC HT  -        1489.449 (meters)    4886.63  (feet)  COMP
 DT0106  MODELED GRAV-     979,067.2   (mgal)                       NAVD 88
 DT0106
 DT0106  VERT ORDER  -  FIRST     CLASS II
 DT0106
 DT0106.The horizontal coordinates were scaled from a topographic map and have
 DT0106.an estimated accuracy of +/- 6 seconds.
 DT0106
 DT0106.The orthometric height was determined by differential leveling
 DT0106.and adjusted by the National Geodetic Survey in June 1991..
 DT0106
 DT0106.The geoid height was determined by GEOID03.
 DT0106
 DT0106.The dynamic height is computed by dividing the NAVD 88
 DT0106.geopotential number by the normal gravity value computed on the
 DT0106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0106.degrees latitude (g = 980.6199 gals.).
 DT0106
 DT0106.The modeled gravity was interpolated from observed gravity values.
 DT0106
 DT0106;                    North         East    Units  Estimated Accuracy
 DT0106;SPC NM W     -   249,400.      734,380.      MT  (+/- 180 meters Scaled)
 DT0106
 DT0106                          SUPERSEDED SURVEY CONTROL
 DT0106
 DT0106  NGVD 29 (??/??/92) 1490.830  (m)         4891.16   (f) ADJ UNCH    1 2
 DT0106
 DT0106.Superseded values are not recommended for survey control.
 DT0106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0106.See file dsdata.txt to determine how the superseded data were derived.
 DT0106
 DT0106_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB994804(NAD 83)
 DT0106_MARKER: DD = SURVEY DISK
 DT0106_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DT0106_SP_SET: RAIL HUB
 DT0106_STAMPING: 4889.88 1927
 DT0106_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DT0106
 DT0106  HISTORY     - Date     Condition        Report By
 DT0106  HISTORY     - 1927     MONUMENTED       BPR
 DT0106  HISTORY     - 1967     GOOD             USGS
 DT0106  HISTORY     - 1980     MARK NOT FOUND   NGS
 DT0106
 DT0106                          STATION DESCRIPTION
 DT0106
 DT0106'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 DT0106'7.0 MI S FROM GLENWOOD.
 DT0106'6.7 MILES SOUTH ALONG U.S. HIGHWAY 180 FROM THE POST OFFICE AND
 DT0106'GLENWOOD, CATRON COUNTY, AT THE NORTH END OF A STEEL BRIDGE OVER
 DT0106'DUGWAY CANYON, IN THE TOP OF THE EAST CONCRETE HUB RAIL, 6 INCHES FROM
 DT0106'THE NORTH END, AND 10 INCHES HIGHER THAN THE DECK OF THE BRIDGE.
 DT0106
 DT0106                          STATION RECOVERY (1980)
 DT0106
 DT0106'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DT0106'NOTE=THERE IS A NEW BRIDGE AT THIS LOCATION AND THE HUB RAIL NO
 DT0106'LONGER EXISTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0292 ***********************************************************************
 EQ0292  DESIGNATION -  4891
 EQ0292  PID         -  EQ0292
 EQ0292  STATE/COUNTY-  NM/BERNALILLO
 EQ0292  USGS QUAD   -  ISLETA (1991)
 EQ0292
 EQ0292                         *CURRENT SURVEY CONTROL
 EQ0292  ___________________________________________________________________
 EQ0292* NAD 83(1986)-  34 54 08.     (N)    106 42 10.     (W)     SCALED    
 EQ0292* NAVD 88     -      1491.595  (meters)    4893.67   (feet)  ADJUSTED  
 EQ0292  ___________________________________________________________________
 EQ0292  GEOID HEIGHT-         -21.62  (meters)                     GEOID03
 EQ0292  DYNAMIC HT  -        1489.543 (meters)    4886.94  (feet)  COMP
 EQ0292  MODELED GRAV-     979,207.7   (mgal)                       NAVD 88
 EQ0292
 EQ0292  VERT ORDER  -  FIRST     CLASS II
 EQ0292
 EQ0292.The horizontal coordinates were scaled from a topographic map and have
 EQ0292.an estimated accuracy of +/- 6 seconds.
 EQ0292
 EQ0292.The orthometric height was determined by differential leveling
 EQ0292.and adjusted by the National Geodetic Survey in June 1991..
 EQ0292
 EQ0292.The geoid height was determined by GEOID03.
 EQ0292
 EQ0292.The dynamic height is computed by dividing the NAVD 88
 EQ0292.geopotential number by the normal gravity value computed on the
 EQ0292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0292.degrees latitude (g = 980.6199 gals.).
 EQ0292
 EQ0292.The modeled gravity was interpolated from observed gravity values.
 EQ0292
 EQ0292;                    North         East    Units  Estimated Accuracy
 EQ0292;SPC NM C     -   432,820.      458,620.      MT  (+/- 180 meters Scaled)
 EQ0292
 EQ0292                          SUPERSEDED SURVEY CONTROL
 EQ0292
 EQ0292  NGVD 29 (??/??/92) 1490.804  (m)         4891.08   (f) ADJ UNCH    1 2
 EQ0292
 EQ0292.Superseded values are not recommended for survey control.
 EQ0292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0292.See file dsdata.txt to determine how the superseded data were derived.
 EQ0292
 EQ0292_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU444635(NAD 83)
 EQ0292_MARKER: DD = SURVEY DISK
 EQ0292_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EQ0292_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EQ0292_STAMPING: 4890.928
 EQ0292_MARK LOGO: USGS  
 EQ0292_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EQ0292
 EQ0292  HISTORY     - Date     Condition        Report By
 EQ0292  HISTORY     - UNK      MONUMENTED       USGS
 EQ0292  HISTORY     - 1951     GOOD             NGS
 EQ0292  HISTORY     - 1982     GOOD             NGS
 EQ0292
 EQ0292                          STATION DESCRIPTION
 EQ0292
 EQ0292'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 EQ0292'0.35 MI SW FROM ISLETA.
 EQ0292'0.35 MILE SOUTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 EQ0292'FROM THE STATION AT ISLETA, 286 FEET EAST OF THE EAST RAIL OF A BRANCH
 EQ0292'LINE, 52.8 FEET WEST OF THE WEST RAIL OF THE MAIN TRACK, 81.4 FEET
 EQ0292'NORTH OF A TELEPHONE POLE, 9.7 FEET NORTH OF A FENCE CORNER, 1.4 FEET
 EQ0292'SOUTH OF A WITNESS POST, RIVETED ON THE TOP OF A 3 1/2 INCH IRON PIPE
 EQ0292'WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
 EQ0292
 EQ0292                          STATION RECOVERY (1982)
 EQ0292
 EQ0292'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 EQ0292'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  21.2 KM (13.15
 EQ0292'MI) SOUTHERLY ALONG THE SANTA FE RAILROAD FROM THE RAILROAD STATION IN
 EQ0292'ALBUQUERQUE, 0.6 KM (0.35 MI) SOUTHWEST OF MILEPOST 915, 24.8 METERS
 EQ0292'(81.4 FT) NORTH OF UTILITY POLE NUMBER E 3, 16.1 METERS (52.8 FT)
 EQ0292'NORTHWEST OF THE NEAR RAIL, 3.0 METERS (9.8 FT) NORTH OF A FENCE
 EQ0292'CORNER, AND RIVETED ON THE TOP OF A 3-1/2 INCH IRON PIPE WHICH
 EQ0292'PROJECTS 0.05 METER (0.2 FT) ABOVE THE GROUND.
 EQ0292'THE MARK IS 1.6 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GO0107 ***********************************************************************
 GO0107  DESIGNATION -  4893.6
 GO0107  PID         -  GO0107
 GO0107  STATE/COUNTY-  NM/SAN JUAN
 GO0107  USGS QUAD   -  SHIPROCK (1983)
 GO0107
 GO0107                         *CURRENT SURVEY CONTROL
 GO0107  ___________________________________________________________________
 GO0107* NAD 83(1986)-  36 47 07.     (N)    108 41 03.     (W)     SCALED    
 GO0107* NAVD 88     -      1492.374  (meters)    4896.23   (feet)  ADJUSTED  
 GO0107  ___________________________________________________________________
 GO0107  GEOID HEIGHT-         -20.98  (meters)                     GEOID03
 GO0107  DYNAMIC HT  -        1490.605 (meters)    4890.43  (feet)  COMP
 GO0107  MODELED GRAV-     979,393.9   (mgal)                       NAVD 88
 GO0107
 GO0107  VERT ORDER  -  SECOND    CLASS 0
 GO0107
 GO0107.The horizontal coordinates were scaled from a topographic map and have
 GO0107.an estimated accuracy of +/- 6 seconds.
 GO0107
 GO0107.The orthometric height was determined by differential leveling
 GO0107.and adjusted by the National Geodetic Survey in June 1991..
 GO0107
 GO0107.The geoid height was determined by GEOID03.
 GO0107
 GO0107.The dynamic height is computed by dividing the NAVD 88
 GO0107.geopotential number by the normal gravity value computed on the
 GO0107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GO0107.degrees latitude (g = 980.6199 gals.).
 GO0107
 GO0107.The modeled gravity was interpolated from observed gravity values.
 GO0107
 GO0107;                    North         East    Units  Estimated Accuracy
 GO0107;SPC NM W     -   641,990.      754,060.      MT  (+/- 180 meters Scaled)
 GO0107
 GO0107                          SUPERSEDED SURVEY CONTROL
 GO0107
 GO0107  NGVD 29 (??/??/92) 1491.495  (m)         4893.35   (f) ADJ UNCH    2 0
 GO0107
 GO0107.Superseded values are not recommended for survey control.
 GO0107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GO0107.See file dsdata.txt to determine how the superseded data were derived.
 GO0107
 GO0107_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYF066735(NAD 83)
 GO0107_MARKER: Q = CHISELED SQUARE
 GO0107_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GO0107_SP_SET: CULVERT
 GO0107_STAMPING: 4893.6
 GO0107_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GO0107
 GO0107  HISTORY     - Date     Condition        Report By
 GO0107  HISTORY     - UNK      MONUMENTED       USGS
 GO0107  HISTORY     - 1934     GOOD             NGS
 GO0107
 GO0107                          STATION DESCRIPTION
 GO0107
 GO0107'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GO0107'.3 MI N FROM SHIPROCK.
 GO0107'0.3 MILE NORTH ALONG U.S. HIGHWAY 666 FROM INDIAN SCHOOL 2 AT
 GO0107'SHIPROCK, SAN JUAN COUNTY, AT THE EAST EDGE OF THE AGENCY, IN THE
 GO0107'NORTHEAST CORNER OF A CROSSROADS, AT THE MIDDLE OF THE WEST SIDE OF
 GO0107'THE TRIANGLE BETWEEN THE ROADS, AT A CONCRETE CULVERT UNDER THE ROAD
 GO0107'LEADING NORTH, AND IN THE TOP OF THE SOUTH END OF THE EAST HEADWALL. A
 GO0107'CHISELED SQUARE, MARKED 4893.6.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0682 ***********************************************************************
 FO0682  DESIGNATION -  49
 FO0682  PID         -  FO0682
 FO0682  STATE/COUNTY-  NM/SANDOVAL
 FO0682  USGS QUAD   -  CASA SALAZAR (1961)
 FO0682
 FO0682                         *CURRENT SURVEY CONTROL
 FO0682  ___________________________________________________________________
 FO0682* NAD 83(1986)-  35 24 51.     (N)    107 05 45.     (W)     SCALED    
 FO0682* NAVD 88     -      1741.03   (+/-2cm)    5712.0    (feet)  VERTCON   
 FO0682  ___________________________________________________________________
 FO0682  GEOID HEIGHT-         -20.41  (meters)                     GEOID03
 FO0682
 FO0682  VERT ORDER  -  ? (See Below)
 FO0682
 FO0682.The horizontal coordinates were scaled from a topographic map and have
 FO0682.an estimated accuracy of +/- 6 seconds.
 FO0682
 FO0682.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO0682.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO0682.The vertical order pertains to the NGVD 29 superseded value.
 FO0682
 FO0682.The geoid height was determined by GEOID03.
 FO0682
 FO0682;                    North         East    Units  Estimated Accuracy
 FO0682;SPC NM C     -   489,850.      423,180.      MT  (+/- 180 meters Scaled)
 FO0682
 FO0682                          SUPERSEDED SURVEY CONTROL
 FO0682
 FO0682  NGVD 29 (??/??/92) 1740.105  (m)         5708.99   (f) ADJ UNCH    ?  
 FO0682
 FO0682.Superseded values are not recommended for survey control.
 FO0682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0682.See file dsdata.txt to determine how the superseded data were derived.
 FO0682
 FO0682_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV097209(NAD 83)
 FO0682_MARKER: P = PIPE CAP
 FO0682_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FO0682_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FO0682_STAMPING: 49
 FO0682_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FO0682
 FO0682  HISTORY     - Date     Condition        Report By
 FO0682  HISTORY     - UNK      MONUMENTED       USGS
 FO0682  HISTORY     - 1905     GOOD             NGS
 FO0682
 FO0682                          STATION DESCRIPTION
 FO0682
 FO0682'DESCRIBED BY NATIONAL GEODETIC SURVEY 1905
 FO0682'11.2 MI NW FROM NAVAJO SPRINGS.
 FO0682'11.2 MILES NORTHWEST ALONG A DIRT ROAD FROM NAVAJO SPRINGS, SANDOVAL
 FO0682'COUNTY, ON THE WEST SPUR OF A HILL, AND 12 FEET WEST OF THE ROAD.  A
 FO0682'UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 49 AND RIVETED
 FO0682'ON THE TOP OF A 3-1/2-INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1161 ***********************************************************************
 CX1161  DESIGNATION -  49 C
 CX1161  PID         -  CX1161
 CX1161  STATE/COUNTY-  NM/SIERRA
 CX1161  USGS QUAD   -  HILLSBORO (1985)
 CX1161
 CX1161                         *CURRENT SURVEY CONTROL
 CX1161  ___________________________________________________________________
 CX1161* NAD 83(1986)-  32 55 14.     (N)    107 33 58.     (W)     SCALED    
 CX1161* NAVD 88     -      1601.853  (meters)    5255.41   (feet)  ADJUSTED  
 CX1161  ___________________________________________________________________
 CX1161  GEOID HEIGHT-         -23.18  (meters)                     GEOID03
 CX1161  DYNAMIC HT  -        1599.418 (meters)    5247.42  (feet)  COMP
 CX1161  MODELED GRAV-     979,060.9   (mgal)                       NAVD 88
 CX1161
 CX1161  VERT ORDER  -  SECOND    CLASS 0
 CX1161
 CX1161.The horizontal coordinates were scaled from a topographic map and have
 CX1161.an estimated accuracy of +/- 6 seconds.
 CX1161
 CX1161.The orthometric height was determined by differential leveling
 CX1161.and adjusted by the National Geodetic Survey in June 1991..
 CX1161
 CX1161.The geoid height was determined by GEOID03.
 CX1161
 CX1161.The dynamic height is computed by dividing the NAVD 88
 CX1161.geopotential number by the normal gravity value computed on the
 CX1161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX1161.degrees latitude (g = 980.6199 gals.).
 CX1161
 CX1161.The modeled gravity was interpolated from observed gravity values.
 CX1161
 CX1161;                    North         East    Units  Estimated Accuracy
 CX1161;SPC NM W     -   212,980.      854,990.      MT  (+/- 180 meters Scaled)
 CX1161
 CX1161                          SUPERSEDED SURVEY CONTROL
 CX1161
 CX1161  NGVD 29 (??/??/92) 1601.088  (m)         5252.90   (f) ADJ UNCH    2 0
 CX1161
 CX1161.Superseded values are not recommended for survey control.
 CX1161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1161.See file dsdata.txt to determine how the superseded data were derived.
 CX1161
 CX1161_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBS600454(NAD 83)
 CX1161_MARKER: DD = SURVEY DISK
 CX1161_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CX1161_SP_SET: FOUNDATION
 CX1161_STAMPING: 49 C 1934 5254
 CX1161_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CX1161
 CX1161  HISTORY     - Date     Condition        Report By
 CX1161  HISTORY     - 1934     MONUMENTED       USGS
 CX1161  HISTORY     - 1953     GOOD             NGS
 CX1161  HISTORY     - 1979     MARK NOT FOUND   USGS
 CX1161
 CX1161                          STATION DESCRIPTION
 CX1161
 CX1161'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CX1161'IN HILLSBORO.
 CX1161'AT HILLSBORO, AT THE JUNCTION OF NEW MEXICO STATE HIGHWAYS 27 AND 180,
 CX1161'47 FEET WEST OF THE NORTHWEST CORNER OF A VACANT CONCRETE BUILDING, 28
 CX1161'FEET SOUTHEAST OF THE CENTER LINE OF NEW MEXICO STATE HIGHWAY 180,
 CX1161'ABOUT 2.4 FEET ABOVE THE GROUND, AND SET IN THE TOP OF THE SOUTHWEST
 CX1161'CORNER OF A 5 X 5 FOOT CONCRETE PUBLIC WELL FOUNDATION.
 CX1161
 CX1161                          STATION RECOVERY (1979)
 CX1161
 CX1161'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 CX1161'STATE HIGHWAY 180 HAS BEEN WIDENED AND REALIGNED. MARK WAS RESET IN
 CX1161'1960 N 12 DEG 51 MIN E AND 73.3 FT FROM THE OLD WELL. I WAS SHOWN THE
 CX1161'OLD WELL SITE AND MEASURED FROM THAT SPOT NO MARK COULD BE FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0232 ***********************************************************************
 CY0232  DESIGNATION -  4901
 CY0232  PID         -  CY0232
 CY0232  STATE/COUNTY-  NM/GRANT
 CY0232  USGS QUAD   -  CLIFF (1990)
 CY0232
 CY0232                         *CURRENT SURVEY CONTROL
 CY0232  ___________________________________________________________________
 CY0232* NAD 83(1986)-  32 52 30.     (N)    108 31 08.     (W)     SCALED    
 CY0232* NAVD 88     -      1494.595  (meters)    4903.52   (feet)  ADJUSTED  
 CY0232  ___________________________________________________________________
 CY0232  GEOID HEIGHT-         -24.44  (meters)                     GEOID03
 CY0232  DYNAMIC HT  -        1492.326 (meters)    4896.07  (feet)  COMP
 CY0232  MODELED GRAV-     979,067.9   (mgal)                       NAVD 88
 CY0232
 CY0232  VERT ORDER  -  FIRST     CLASS II
 CY0232
 CY0232.The horizontal coordinates were scaled from a topographic map and have
 CY0232.an estimated accuracy of +/- 6 seconds.
 CY0232
 CY0232.The orthometric height was determined by differential leveling
 CY0232.and adjusted by the National Geodetic Survey in June 1991..
 CY0232
 CY0232.The geoid height was determined by GEOID03.
 CY0232
 CY0232.The dynamic height is computed by dividing the NAVD 88
 CY0232.geopotential number by the normal gravity value computed on the
 CY0232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0232.degrees latitude (g = 980.6199 gals.).
 CY0232
 CY0232.The modeled gravity was interpolated from observed gravity values.
 CY0232
 CY0232;                    North         East    Units  Estimated Accuracy
 CY0232;SPC NM W     -   208,100.      765,850.      MT  (+/- 180 meters Scaled)
 CY0232
 CY0232                          SUPERSEDED SURVEY CONTROL
 CY0232
 CY0232  NGVD 29 (??/??/92) 1493.749  (m)         4900.74   (f) ADJ UNCH    1 2
 CY0232
 CY0232.Superseded values are not recommended for survey control.
 CY0232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0232.See file dsdata.txt to determine how the superseded data were derived.
 CY0232
 CY0232_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYB321401(NAD 83)
 CY0232_MARKER: P = PIPE CAP
 CY0232_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CY0232_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CY0232_STAMPING: 4901
 CY0232_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CY0232
 CY0232  HISTORY     - Date     Condition        Report By
 CY0232  HISTORY     - UNK      MONUMENTED       USGS
 CY0232  HISTORY     - 1934     GOOD             NGS
 CY0232  HISTORY     - 1980     GOOD             NGS
 CY0232
 CY0232                          STATION DESCRIPTION
 CY0232
 CY0232'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CY0232'9.5 MI S FROM CLIFF.
 CY0232'9.5 MI SOUTH OF POST OFFICE, ALONG STATE HWY NO. 11.  ON STATE HWY NO.
 CY0232'11, AT THE CREST OF A DIVIDE, 85 FEET EAST OF THE CENTER LINE OF THE
 CY0232'HWY, ABOUT 56 FEET EAST OF THE FENCE LINE, AND ABOUT 34 FEET EAST OF A
 CY0232'TELEPHONE LINE.
 CY0232
 CY0232                          STATION RECOVERY (1980)
 CY0232
 CY0232'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CY0232'MARK RECOVERED IN GOOD CONDITION. DUE TO CHANGES IN THE ROUTE, A NEW
 CY0232'DESCRIPTION FOLLOWS.  13.6 KILOMETERS (8.45 MILES) SOUTHEAST ALONG U.S
 CY0232'HIGHWAY 180 FROM THE POST OFFICE IN CLIFF, 0.6 KILOMETER (0.4 MILE)
 CY0232'NORTH OF A POWER LINE CROSSING, 0.2 KILOMETER (0.1 MILE) SOUTH OF A
 CY0232'DIRT ROAD LEADING EAST, 0.3 KILOMETER (0.2 MILE) NORTHEAST OF HIGHWAY
 CY0232'MILEMARKER 93, 54.9 METERS (180.0 FEET) EAST OF THE CENTERLINE OF THE
 CY0232'HIGHWAY, 31.1 METERS (102.0 FEET) EAST OF A RIGHT-OF-WAY FENCE, 28.3
 CY0232'METERS (93.0 FEET) SOUTHEAST OF A TELEPHONE POLE AND 22.9 METERS (75.0
 CY0232'FEET) NORTH OF A TELEPHONE POLE.
 CY0232'THE MARK IS 0.6 METERS  S FROM A WITNESS POST.
 CY0232'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0296 ***********************************************************************
 EQ0296  DESIGNATION -  4902
 EQ0296  PID         -  EQ0296
 EQ0296  STATE/COUNTY-  NM/BERNALILLO
 EQ0296  USGS QUAD   -  ISLETA (1991)
 EQ0296
 EQ0296                         *CURRENT SURVEY CONTROL
 EQ0296  ___________________________________________________________________
 EQ0296* NAD 83(1986)-  34 55 48.     (N)    106 40 50.     (W)     SCALED    
 EQ0296* NAVD 88     -      1494.848  (meters)    4904.35   (feet)  POSTED    
 EQ0296  ___________________________________________________________________
 EQ0296  GEOID HEIGHT-         -21.51  (meters)                     GEOID03
 EQ0296  DYNAMIC HT  -        1492.800 (meters)    4897.63  (feet)  COMP
 EQ0296  MODELED GRAV-     979,215.6   (mgal)                       NAVD 88
 EQ0296
 EQ0296  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 EQ0296
 EQ0296.The horizontal coordinates were scaled from a topographic map and have
 EQ0296.an estimated accuracy of +/- 6 seconds.
 EQ0296
 EQ0296.The orthometric height was determined by differential leveling
 EQ0296.and adjusted by the National Geodetic Survey in 1992..
 EQ0296.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 EQ0296.rate of 1.1 thru 2.0 mm/km.
 EQ0296
 EQ0296.The geoid height was determined by GEOID03.
 EQ0296
 EQ0296.The dynamic height is computed by dividing the NAVD 88
 EQ0296.geopotential number by the normal gravity value computed on the
 EQ0296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0296.degrees latitude (g = 980.6199 gals.).
 EQ0296
 EQ0296.The modeled gravity was interpolated from observed gravity values.
 EQ0296
 EQ0296;                    North         East    Units  Estimated Accuracy
 EQ0296;SPC NM C     -   435,890.      460,670.      MT  (+/- 180 meters Scaled)
 EQ0296
 EQ0296                          SUPERSEDED SURVEY CONTROL
 EQ0296
 EQ0296.No superseded survey control is available for this station.
 EQ0296
 EQ0296_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU465665(NAD 83)
 EQ0296_MARKER: Q = CHISELED SQUARE
 EQ0296_SETTING: 66 = SET IN ROCK OUTCROP
 EQ0296_SP_SET: COPING STONE
 EQ0296_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EQ0296+STABILITY: POSITION/ELEVATION WELL
 EQ0296
 EQ0296  HISTORY     - Date     Condition        Report By
 EQ0296  HISTORY     - UNK      MONUMENTED       USGS
 EQ0296  HISTORY     - 1951     MARK NOT FOUND   NGS
 EQ0296
 EQ0296                          STATION DESCRIPTION
 EQ0296
 EQ0296'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 EQ0296'1.9 MI N FROM ISLETA.
 EQ0296'2.1 MILE NORTH OF ISLETA, BERNALILLO COUNTY, 2 POLES SOUTH OF MILEPOST
 EQ0296'913, IN THE EAST END OF THE NORTH ABUTMENT OF THE STEEL-GIRDER BRIDGE
 EQ0296'913A OF THE ATCHISON, TOPEKA AND SANTA FE RAILWAY OVER THE RIO GRANDE,
 EQ0296'5 FEET WEST OF THE EAST END OF THE COPING STONE AND UNDER THE TIES OF
 EQ0296'THE BRIDGE.  NOTE-- IT IS BELIEVED TO BE COVERED BY A ROCK FILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0299 ***********************************************************************
 EQ0299  DESIGNATION -  4904
 EQ0299  PID         -  EQ0299
 EQ0299  STATE/COUNTY-  NM/BERNALILLO
 EQ0299  USGS QUAD   -  ISLETA (1991)
 EQ0299
 EQ0299                         *CURRENT SURVEY CONTROL
 EQ0299  ___________________________________________________________________
 EQ0299* NAD 83(1986)-  34 56 44.     (N)    106 40 22.     (W)     SCALED    
 EQ0299* NAVD 88     -      1495.532  (meters)    4906.59   (feet)  ADJUSTED  
 EQ0299  ___________________________________________________________________
 EQ0299  GEOID HEIGHT-         -21.46  (meters)                     GEOID03
 EQ0299  DYNAMIC HT  -        1493.498 (meters)    4899.92  (feet)  COMP
 EQ0299  MODELED GRAV-     979,222.8   (mgal)                       NAVD 88
 EQ0299
 EQ0299  VERT ORDER  -  FIRST     CLASS II
 EQ0299
 EQ0299.The horizontal coordinates were scaled from a topographic map and have
 EQ0299.an estimated accuracy of +/- 6 seconds.
 EQ0299
 EQ0299.The orthometric height was determined by differential leveling
 EQ0299.and adjusted by the National Geodetic Survey in June 1991..
 EQ0299
 EQ0299.The geoid height was determined by GEOID03.
 EQ0299
 EQ0299.The dynamic height is computed by dividing the NAVD 88
 EQ0299.geopotential number by the normal gravity value computed on the
 EQ0299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0299.degrees latitude (g = 980.6199 gals.).
 EQ0299
 EQ0299.The modeled gravity was interpolated from observed gravity values.
 EQ0299
 EQ0299;                    North         East    Units  Estimated Accuracy
 EQ0299;SPC NM C     -   437,620.      461,380.      MT  (+/- 180 meters Scaled)
 EQ0299
 EQ0299                          SUPERSEDED SURVEY CONTROL
 EQ0299
 EQ0299  NGVD 29 (??/??/92) 1494.754  (m)         4904.04   (f) ADJ UNCH    1 2
 EQ0299
 EQ0299.Superseded values are not recommended for survey control.
 EQ0299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0299.See file dsdata.txt to determine how the superseded data were derived.
 EQ0299
 EQ0299_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU472682(NAD 83)
 EQ0299_MARKER: DD = SURVEY DISK
 EQ0299_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EQ0299_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EQ0299_STAMPING: 4903.878
 EQ0299_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EQ0299
 EQ0299  HISTORY     - Date     Condition        Report By
 EQ0299  HISTORY     - UNK      MONUMENTED       USGS
 EQ0299  HISTORY     - 1951     GOOD             NGS
 EQ0299  HISTORY     - 1982     MARK NOT FOUND   NGS
 EQ0299
 EQ0299                          STATION DESCRIPTION
 EQ0299
 EQ0299'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 EQ0299'9.7 MI S FROM ALBUQUERQUE.
 EQ0299'3.2 MILES NORTH ISLETA, BERNALILLO COUNTY, 19 FEET NORTH OF POLES, 142
 EQ0299'FEET EAST OF THE CENTER LINE OF THE ATCHISON, TOPEKA AND SANTA FE
 EQ0299'RAILWAY TRACKS, 106 FEET EAST OF THE RIGHT-OF-WAY FENCE, 40 FEET NORTH
 EQ0299'OF A GATE TO A CROSSING AND TWO FEET ABOVE THE SURROUNDING GROUND.
 EQ0299'NOTE-- 9.7 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE
 EQ0299'RAILROAD FROM THE STATION AT ALBUQUERQUE, AT A RAILROAD CROSSING, 4
 EQ0299'POLES NORTH OF MILEPOST 912, 148.2 FEET EAST OF THE EAST RAIL, 117
 EQ0299'FEET WEST OF THE CENTER LINE OF A GRAVELED ROAD, 109.6 FEET EAST OF A
 EQ0299'TELEPHONE POLE, 100 FEET EAST OF A FENCE, 44 FEET NORTH OF THE CENTER
 EQ0299'LINE OF A SANDY TRACK ROAD, RIVETED ON THE TOP OF A 3 1/2 INCH IRON
 EQ0299'PIPE WHICH PROJECTS 1.8 FEET ABOVE THE GROUND.
 EQ0299
 EQ0299                          STATION RECOVERY (1982)
 EQ0299
 EQ0299'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 EQ0299'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0303 ***********************************************************************
 EQ0303  DESIGNATION -  4928
 EQ0303  PID         -  EQ0303
 EQ0303  STATE/COUNTY-  NM/BERNALILLO
 EQ0303  USGS QUAD   -  ISLETA (1991)
 EQ0303
 EQ0303                         *CURRENT SURVEY CONTROL
 EQ0303  ___________________________________________________________________
 EQ0303* NAD 83(1986)-  34 58 58.     (N)    106 39 58.     (W)     SCALED    
 EQ0303* NAVD 88     -      1502.849  (meters)    4930.60   (feet)  ADJUSTED  
 EQ0303  ___________________________________________________________________
 EQ0303  GEOID HEIGHT-         -21.42  (meters)                     GEOID03
 EQ0303  DYNAMIC HT  -        1500.801 (meters)    4923.88  (feet)  COMP
 EQ0303  MODELED GRAV-     979,220.2   (mgal)                       NAVD 88
 EQ0303
 EQ0303  VERT ORDER  -  FIRST     CLASS II
 EQ0303
 EQ0303.The horizontal coordinates were scaled from a topographic map and have
 EQ0303.an estimated accuracy of +/- 6 seconds.
 EQ0303
 EQ0303.The orthometric height was determined by differential leveling
 EQ0303.and adjusted by the National Geodetic Survey in June 1991..
 EQ0303
 EQ0303.The geoid height was determined by GEOID03.
 EQ0303
 EQ0303.The dynamic height is computed by dividing the NAVD 88
 EQ0303.geopotential number by the normal gravity value computed on the
 EQ0303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0303.degrees latitude (g = 980.6199 gals.).
 EQ0303
 EQ0303.The modeled gravity was interpolated from observed gravity values.
 EQ0303
 EQ0303;                    North         East    Units  Estimated Accuracy
 EQ0303;SPC NM C     -   441,740.      462,010.      MT  (+/- 180 meters Scaled)
 EQ0303
 EQ0303                          SUPERSEDED SURVEY CONTROL
 EQ0303
 EQ0303  NGVD 29 (??/??/92) 1502.058  (m)         4928.00   (f) ADJ UNCH    1 2
 EQ0303
 EQ0303.Superseded values are not recommended for survey control.
 EQ0303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0303.See file dsdata.txt to determine how the superseded data were derived.
 EQ0303
 EQ0303_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU479724(NAD 83)
 EQ0303_MARKER: DD = SURVEY DISK
 EQ0303_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EQ0303_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EQ0303_STAMPING: 4927.917
 EQ0303_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EQ0303
 EQ0303  HISTORY     - Date     Condition        Report By
 EQ0303  HISTORY     - UNK      MONUMENTED       USGS
 EQ0303  HISTORY     - 1951     GOOD             NGS
 EQ0303  HISTORY     - 1982     MARK NOT FOUND   NGS
 EQ0303
 EQ0303                          STATION DESCRIPTION
 EQ0303
 EQ0303'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 EQ0303'6.9 MI S FROM ALBUQUERQUE.
 EQ0303'6.9 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD FROM
 EQ0303'THE STATION AT ALBUQUERQUE, AT A ROAD CROSSING, 4 1/2 POLES SOUTH OF
 EQ0303'SEMAPHORE 9092, 54 FEET EAST OF THE EAST RAIL, 25 FEET WEST OF THE
 EQ0303'CENTER LINE OF A GRAVELED ROAD, 17.8 FEET NORTHEAST OF A TELEPHONE
 EQ0303'POLE, 27 FEET SOUTH OF THE CENTER LINE OF A ROAD WHICH CROSSES THE
 EQ0303'RAILROAD, 3.7 FEET EAST OF A FENCE, 1.2 FEET WEST OF A WITNESS POST,
 EQ0303'RIVETED ON THE TOP OF A 3 1/2 INCH IRON PIPE WHICH PROJECTS 0.2 FOOT
 EQ0303'ABOVE THE GROUND.  NOTE-- IN LINE OF TELEPHONE POLES APPROX. 5 FEET
 EQ0303'EAST OF EAST RIGHT OF WAY FENCE OF ATCHISON, TOPEKA AND SANTA FE
 EQ0303'RAILWAY, APPROX, 55 FEET EAST OF RAILWAY CENTER LINE, 10 POLES PLUS
 EQ0303'SIX (6) FEET SOUTH OF MILEPOST 909.  18 FEET SOUTH OF GATE IN RAILWAY
 EQ0303'FENCE LEADING TO AN ABANDONED CROSSING.
 EQ0303
 EQ0303                          STATION RECOVERY (1982)
 EQ0303
 EQ0303'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 EQ0303'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0220 ***********************************************************************
 FO0220  DESIGNATION -  4932
 FO0220  PID         -  FO0220
 FO0220  STATE/COUNTY-  NM/BERNALILLO
 FO0220  USGS QUAD   -  ALBUQUERQUE WEST (1990)
 FO0220
 FO0220                         *CURRENT SURVEY CONTROL
 FO0220  ___________________________________________________________________
 FO0220* NAD 83(1986)-  35 02 04.     (N)    106 39 23.     (W)     SCALED    
 FO0220* NAVD 88     -      1503.899  (meters)    4934.04   (feet)  ADJUSTED  
 FO0220  ___________________________________________________________________
 FO0220  GEOID HEIGHT-         -21.37  (meters)                     GEOID03
 FO0220  DYNAMIC HT  -        1501.848 (meters)    4927.31  (feet)  COMP
 FO0220  MODELED GRAV-     979,218.6   (mgal)                       NAVD 88
 FO0220
 FO0220  VERT ORDER  -  FIRST     CLASS II
 FO0220
 FO0220.The horizontal coordinates were scaled from a topographic map and have
 FO0220.an estimated accuracy of +/- 6 seconds.
 FO0220
 FO0220.The orthometric height was determined by differential leveling
 FO0220.and adjusted by the National Geodetic Survey in June 1991..
 FO0220
 FO0220.The geoid height was determined by GEOID03.
 FO0220
 FO0220.The dynamic height is computed by dividing the NAVD 88
 FO0220.geopotential number by the normal gravity value computed on the
 FO0220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0220.degrees latitude (g = 980.6199 gals.).
 FO0220
 FO0220.The modeled gravity was interpolated from observed gravity values.
 FO0220
 FO0220;                    North         East    Units  Estimated Accuracy
 FO0220;SPC NM C     -   447,470.      462,920.      MT  (+/- 180 meters Scaled)
 FO0220
 FO0220                          SUPERSEDED SURVEY CONTROL
 FO0220
 FO0220  NGVD 29 (??/??/92) 1503.096  (m)         4931.41   (f) ADJ UNCH    1 2
 FO0220
 FO0220.Superseded values are not recommended for survey control.
 FO0220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0220.See file dsdata.txt to determine how the superseded data were derived.
 FO0220
 FO0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU489781(NAD 83)
 FO0220_MARKER: DD = SURVEY DISK
 FO0220_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FO0220_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FO0220_STAMPING: 4931.319 5 1/2
 FO0220_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FO0220
 FO0220  HISTORY     - Date     Condition        Report By
 FO0220  HISTORY     - UNK      MONUMENTED       USGS
 FO0220  HISTORY     - 1951     GOOD             NGS
 FO0220  HISTORY     - 1965     MARK NOT FOUND   NGS
 FO0220  HISTORY     - 1982     MARK NOT FOUND   NGS
 FO0220  HISTORY     - 20050117 MARK NOT FOUND   GEOCAC
 FO0220
 FO0220                          STATION DESCRIPTION
 FO0220
 FO0220'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 FO0220'3.25 MI S FROM ALBUQUERQUE.
 FO0220'3.25 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD FROM
 FO0220'THE STATION AT ALBUQUERQUE, AT A RAILROAD TIMBER TREATING PLANT, AT
 FO0220'THE NORTHEAST ENTRANCE TO THE KGGM RADIO STATION 80 FEET SOUTHWEST OF
 FO0220'SEMAPHORE 9052, 49 FEET WEST OF THE WEST RAIL, 29 FEET EAST OF THE
 FO0220'CENTER LINE OF AN OILED ROAD, 1.2 FEET WEST OF A FENCE, RIVETED ON THE
 FO0220'TOP OF A 3 1/2 INCH IRON PIPE WHICH PROJECTS 0.8 FOOT ABOVE THE
 FO0220'GROUND.
 FO0220
 FO0220                          STATION RECOVERY (1965)
 FO0220
 FO0220'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 FO0220'MARK NOT FOUND.
 FO0220
 FO0220                          STATION RECOVERY (1982)
 FO0220
 FO0220'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FO0220'MARK NOT FOUND.
 FO0220
 FO0220                          STATION RECOVERY (2005)
 FO0220
 FO0220'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 FO0220'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0331 ***********************************************************************
 DS0331  DESIGNATION -  4933
 DS0331  PID         -  DS0331
 DS0331  STATE/COUNTY-  NM/LINCOLN
 DS0331  USGS QUAD   -  OSCURA (1981)
 DS0331
 DS0331                         *CURRENT SURVEY CONTROL
 DS0331  ___________________________________________________________________
 DS0331* NAD 83(1986)-  33 26 41.     (N)    106 03 46.     (W)     SCALED    
 DS0331* NAVD 88     -      1503.919  (meters)    4934.11   (feet)  ADJUSTED  
 DS0331  ___________________________________________________________________
 DS0331  GEOID HEIGHT-         -21.29  (meters)                     GEOID03
 DS0331  DYNAMIC HT  -        1501.752 (meters)    4927.00  (feet)  COMP
 DS0331  MODELED GRAV-     979,142.7   (mgal)                       NAVD 88
 DS0331
 DS0331  VERT ORDER  -  FIRST     CLASS II
 DS0331
 DS0331.The horizontal coordinates were scaled from a topographic map and have
 DS0331.an estimated accuracy of +/- 6 seconds.
 DS0331
 DS0331.The orthometric height was determined by differential leveling
 DS0331.and adjusted by the National Geodetic Survey in June 1991..
 DS0331
 DS0331.The geoid height was determined by GEOID03.
 DS0331
 DS0331.The dynamic height is computed by dividing the NAVD 88
 DS0331.geopotential number by the normal gravity value computed on the
 DS0331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0331.degrees latitude (g = 980.6199 gals.).
 DS0331
 DS0331.The modeled gravity was interpolated from observed gravity values.
 DS0331
 DS0331;                    North         East    Units  Estimated Accuracy
 DS0331;SPC NM C     -   271,090.      517,410.      MT  (+/- 180 meters Scaled)
 DS0331
 DS0331                          SUPERSEDED SURVEY CONTROL
 DS0331
 DS0331  NGVD 29 (??/??/92) 1503.256  (m)         4931.93   (f) ADJ UNCH    1 2
 DS0331
 DS0331.Superseded values are not recommended for survey control.
 DS0331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0331.See file dsdata.txt to determine how the superseded data were derived.
 DS0331
 DS0331_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDT012010(NAD 83)
 DS0331_MARKER: DD = SURVEY DISK
 DS0331_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DS0331_SP_SET: CULVERT
 DS0331_STAMPING: 4933
 DS0331_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DS0331
 DS0331  HISTORY     - Date     Condition        Report By
 DS0331  HISTORY     - UNK      MONUMENTED       USGS
 DS0331  HISTORY     - 1934     GOOD             NGS
 DS0331
 DS0331                          STATION DESCRIPTION
 DS0331
 DS0331'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DS0331'2.9 MI S FROM OSCURO.
 DS0331'2.9 MILES SOUTH ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 DS0331'STATION AT OSCURO, LINCOLN COUNTY, 12 POLES SOUTH OF MILEPOST 1422, 30
 DS0331'FEET NORTH OF CULVERT 1421 C, 175 FEET WEST OF THE CENTERLINE OF THE
 DS0331'TRACK, AT A CULVERT ON STATE HIGHWAY 3, AND IN THE TOP OF THE SOUTH
 DS0331'CORNER OF THE WEST HEADWALL.  A UNITED STATES GEOLOGICAL SURVEY
 DS0331'STANDARD DISK, STAMPED 4933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GO0104 ***********************************************************************
 GO0104  DESIGNATION -  4943
 GO0104  PID         -  GO0104
 GO0104  STATE/COUNTY-  NM/SAN JUAN
 GO0104  USGS QUAD   -  SHIPROCK (1983)
 GO0104
 GO0104                         *CURRENT SURVEY CONTROL
 GO0104  ___________________________________________________________________
 GO0104* NAD 83(1986)-  36 49 33.     (N)    108 41 30.     (W)     SCALED    
 GO0104* NAVD 88     -      1507.557  (meters)    4946.04   (feet)  ADJUSTED  
 GO0104  ___________________________________________________________________
 GO0104  GEOID HEIGHT-         -20.88  (meters)                     GEOID03
 GO0104  DYNAMIC HT  -        1505.783 (meters)    4940.22  (feet)  COMP
 GO0104  MODELED GRAV-     979,401.9   (mgal)                       NAVD 88
 GO0104
 GO0104  VERT ORDER  -  SECOND    CLASS 0
 GO0104
 GO0104.The horizontal coordinates were scaled from a topographic map and have
 GO0104.an estimated accuracy of +/- 6 seconds.
 GO0104
 GO0104.The orthometric height was determined by differential leveling
 GO0104.and adjusted by the National Geodetic Survey in June 1991..
 GO0104
 GO0104.The geoid height was determined by GEOID03.
 GO0104
 GO0104.The dynamic height is computed by dividing the NAVD 88
 GO0104.geopotential number by the normal gravity value computed on the
 GO0104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GO0104.degrees latitude (g = 980.6199 gals.).
 GO0104
 GO0104.The modeled gravity was interpolated from observed gravity values.
 GO0104
 GO0104;                    North         East    Units  Estimated Accuracy
 GO0104;SPC NM W     -   646,500.      753,430.      MT  (+/- 180 meters Scaled)
 GO0104
 GO0104                          SUPERSEDED SURVEY CONTROL
 GO0104
 GO0104  NGVD 29 (??/??/92) 1506.679  (m)         4943.16   (f) ADJ UNCH    2 0
 GO0104
 GO0104.Superseded values are not recommended for survey control.
 GO0104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GO0104.See file dsdata.txt to determine how the superseded data were derived.
 GO0104
 GO0104_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYF058780(NAD 83)
 GO0104_MARKER: DD = SURVEY DISK
 GO0104_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GO0104_SP_SET: CULVERT
 GO0104_STAMPING: 4943
 GO0104_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GO0104
 GO0104  HISTORY     - Date     Condition        Report By
 GO0104  HISTORY     - UNK      MONUMENTED       USGS
 GO0104  HISTORY     - 1934     GOOD             NGS
 GO0104
 GO0104                          STATION DESCRIPTION
 GO0104
 GO0104'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GO0104'3.1 MI N FROM SHIPROCK.
 GO0104'3.1 MILES NORTH ALONG U.S. HIGHWAY 666 FROM INDIAN SCHOOL 2 AT
 GO0104'SHIPROCK, SAN JUAN COUNTY, AT CONCRETE BRIDGE 562 OVER A DRY WASH, IN
 GO0104'THE TOP OF THE WEST CONCRETE WING WALL TO THE NORTH CONCRETE ABUTMENT,
 GO0104'AND 13.3 FEET WEST OF THE CENTERLINE OF THE HIGHWAY.  A UNITED STATES
 GO0104'GEOLOGICAL SURVEY STANDARD DISK, STAMPED 4943.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0329 ***********************************************************************
 FO0329  DESIGNATION -  4951
 FO0329  PID         -  FO0329
 FO0329  STATE/COUNTY-  NM/BERNALILLO
 FO0329  USGS QUAD   -  ALBUQUERQUE WEST (1990)
 FO0329
 FO0329                         *CURRENT SURVEY CONTROL
 FO0329  ___________________________________________________________________
 FO0329* NAD 83(1986)-  35 04 49.     (N)    106 38 59.     (W)     SCALED    
 FO0329* NAVD 88     -      1509.801  (meters)    4953.41   (feet)  POSTED    
 FO0329  ___________________________________________________________________
 FO0329  GEOID HEIGHT-         -21.32  (meters)                     GEOID03
 FO0329  DYNAMIC HT  -        1507.740 (meters)    4946.64  (feet)  COMP
 FO0329  MODELED GRAV-     979,214.4   (mgal)                       NAVD 88
 FO0329
 FO0329  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 FO0329
 FO0329.The horizontal coordinates were scaled from a topographic map and have
 FO0329.an estimated accuracy of +/- 6 seconds.
 FO0329
 FO0329.The orthometric height was determined by differential leveling
 FO0329.and adjusted by the National Geodetic Survey in 1992..
 FO0329.No vertical observational check was made to the station.
 FO0329.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 FO0329.was located on a no-check spur therefore a value was not computed.
 FO0329
 FO0329.The geoid height was determined by GEOID03.
 FO0329
 FO0329.The dynamic height is computed by dividing the NAVD 88
 FO0329.geopotential number by the normal gravity value computed on the
 FO0329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0329.degrees latitude (g = 980.6199 gals.).
 FO0329
 FO0329.The modeled gravity was interpolated from observed gravity values.
 FO0329
 FO0329;                    North         East    Units  Estimated Accuracy
 FO0329;SPC NM C     -   452,550.      463,550.      MT  (+/- 180 meters Scaled)
 FO0329
 FO0329                          SUPERSEDED SURVEY CONTROL
 FO0329
 FO0329  NGVD 29 (??/??/92) 1508.980  (m)         4950.71   (f) ADJ UNCH    1 2
 FO0329
 FO0329.Superseded values are not recommended for survey control.
 FO0329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0329.See file dsdata.txt to determine how the superseded data were derived.
 FO0329
 FO0329_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU496831(NAD 83)
 FO0329_MARKER: Z = SEE DESCRIPTION
 FO0329_SETTING: 0 = UNSPECIFIED SETTING
 FO0329_STAMPING: 1 4950.712
 FO0329_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FO0329
 FO0329  HISTORY     - Date     Condition        Report By
 FO0329  HISTORY     - UNK      MONUMENTED       USGS
 FO0329  HISTORY     - 1934     GOOD             NGS
 FO0329  HISTORY     - 1982     MARK NOT FOUND   NGS
 FO0329  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 FO0329
 FO0329                          STATION DESCRIPTION
 FO0329
 FO0329'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FO0329'IN ALBUQUERQUE.
 FO0329'AT ALBUQUERQUE, BERNALILLO COUNTY, NEW MEXICO, AT THE SOUTHWEST CORNER
 FO0329'OF THE INTERSECTION OF SOUTH SECOND STREET AND COAL AVENUE, NEAR THE
 FO0329'WEST END OF THE VIADUCT ACROSS THE RAILROAD TRACKS, 1.3 FEET FROM THE
 FO0329'CURBING OF SECOND STREET AND 19 FEET FROM THE CURBING OF COAL AVENUE,
 FO0329'IN THE SPACE BETWEEN THE SIDEWALK AND SECOND STREET. LEVEL WITH THE
 FO0329'GROUND.
 FO0329
 FO0329                          STATION RECOVERY (1982)
 FO0329
 FO0329'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FO0329'MARK NOT FOUND.
 FO0329
 FO0329                          STATION RECOVERY (1989)
 FO0329
 FO0329'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 FO0329'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0225 ***********************************************************************
 FO0225  DESIGNATION -  4954
 FO0225  PID         -  FO0225
 FO0225  STATE/COUNTY-  NM/BERNALILLO
 FO0225  USGS QUAD   -  ALBUQUERQUE WEST (1990)
 FO0225
 FO0225                         *CURRENT SURVEY CONTROL
 FO0225  ___________________________________________________________________
 FO0225* NAD 83(1986)-  35 05 02.     (N)    106 38 51.     (W)     SCALED    
 FO0225* NAVD 88     -      1510.496  (meters)    4955.69   (feet)  ADJUSTED  
 FO0225  ___________________________________________________________________
 FO0225  GEOID HEIGHT-         -21.31  (meters)                     GEOID03
 FO0225  DYNAMIC HT  -        1508.429 (meters)    4948.90  (feet)  COMP
 FO0225  MODELED GRAV-     979,214.0   (mgal)                       NAVD 88
 FO0225
 FO0225  VERT ORDER  -  FIRST     CLASS II
 FO0225
 FO0225.The horizontal coordinates were scaled from a topographic map and have
 FO0225.an estimated accuracy of +/- 6 seconds.
 FO0225
 FO0225.The orthometric height was determined by differential leveling
 FO0225.and adjusted by the National Geodetic Survey in June 1991..
 FO0225
 FO0225.The geoid height was determined by GEOID03.
 FO0225
 FO0225.The dynamic height is computed by dividing the NAVD 88
 FO0225.geopotential number by the normal gravity value computed on the
 FO0225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0225.degrees latitude (g = 980.6199 gals.).
 FO0225
 FO0225.The modeled gravity was interpolated from observed gravity values.
 FO0225
 FO0225;                    North         East    Units  Estimated Accuracy
 FO0225;SPC NM C     -   452,950.      463,750.      MT  (+/- 180 meters Scaled)
 FO0225
 FO0225                          SUPERSEDED SURVEY CONTROL
 FO0225
 FO0225  NGVD 29 (??/??/92) 1509.674  (m)         4952.99   (f) ADJ UNCH    1 2
 FO0225
 FO0225.Superseded values are not recommended for survey control.
 FO0225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0225.See file dsdata.txt to determine how the superseded data were derived.
 FO0225
 FO0225_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU498835(NAD 83)
 FO0225_MARKER: DD = SURVEY DISK
 FO0225_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FO0225_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FO0225_STAMPING: 4953.048
 FO0225_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FO0225
 FO0225  HISTORY     - Date     Condition        Report By
 FO0225  HISTORY     - UNK      MONUMENTED       USGS
 FO0225  HISTORY     - 1951     GOOD             NGS
 FO0225  HISTORY     - 1982     MARK NOT FOUND   NGS
 FO0225  HISTORY     - 20030805 MARK NOT FOUND   USPSQD
 FO0225
 FO0225                          STATION DESCRIPTION
 FO0225
 FO0225'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 FO0225'IN ALBUQUERQUE.
 FO0225'AT ALBUQUERQUE, 1 BLOCK WEST OF THE U.S. HIGHWAY 66 UNDERPASS UNDER
 FO0225'THE ATCHISON, TOPEKA AND SANTA FE RAILROAD, AT THE INTERSECTION OF
 FO0225'SOUTH FIRST STREET AND CENTRAL AVENUE, 36 FEET SOUTH OF THE CENTER
 FO0225'LINE OF CENTRAL AVENUE, 24 FEET NORTHWEST OF THE NORTHWEST CORNER OF
 FO0225'THE ALVARADO HOTEL, 21 FEET EAST OF THE CENTER LINE OF SOUTH FIRST
 FO0225'STREET, 3 FEET WEST OF THE WEST EDGE OF A BRICK SIDEWALK, 1.8 FEET
 FO0225'EAST OF THE EAST CURB OF SOUTH FIRST STREET, RIVETED ON THE TOP OF A 3
 FO0225'1/2 INCH IRON PIPE WHICH IS FLUSH WITH THE GROUND.
 FO0225
 FO0225                          STATION RECOVERY (1982)
 FO0225
 FO0225'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FO0225'THERE IS A NEW PARKING LOT AT THIS LOCATION.
 FO0225
 FO0225                          STATION RECOVERY (2003)
 FO0225
 FO0225'RECOVERY NOTE BY US POWER SQUADRON 2003 (AFA)
 FO0225'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0547 ***********************************************************************
 DT0547  DESIGNATION -  4955.31
 DT0547  PID         -  DT0547
 DT0547  STATE/COUNTY-  NM/CATRON
 DT0547  USGS QUAD   -  MOON RANCH (1965)
 DT0547
 DT0547                         *CURRENT SURVEY CONTROL
 DT0547  ___________________________________________________________________
 DT0547* NAD 83(1986)-  33 14 26.     (N)    108 51 34.     (W)     SCALED    
 DT0547* NAVD 88     -      1511.269  (meters)    4958.22   (feet)  ADJUSTED  
 DT0547  ___________________________________________________________________
 DT0547  GEOID HEIGHT-         -24.24  (meters)                     GEOID03
 DT0547  DYNAMIC HT  -        1508.971 (meters)    4950.68  (feet)  COMP
 DT0547  MODELED GRAV-     979,064.2   (mgal)                       NAVD 88
 DT0547
 DT0547  VERT ORDER  -  FIRST     CLASS II
 DT0547
 DT0547.The horizontal coordinates were scaled from a topographic map and have
 DT0547.an estimated accuracy of +/- 6 seconds.
 DT0547
 DT0547.The orthometric height was determined by differential leveling
 DT0547.and adjusted by the National Geodetic Survey in June 1991..
 DT0547
 DT0547.The geoid height was determined by GEOID03.
 DT0547
 DT0547.The dynamic height is computed by dividing the NAVD 88
 DT0547.geopotential number by the normal gravity value computed on the
 DT0547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0547.degrees latitude (g = 980.6199 gals.).
 DT0547
 DT0547.The modeled gravity was interpolated from observed gravity values.
 DT0547
 DT0547;                    North         East    Units  Estimated Accuracy
 DT0547;SPC NM W     -   248,900.      734,370.      MT  (+/- 180 meters Scaled)
 DT0547
 DT0547                          SUPERSEDED SURVEY CONTROL
 DT0547
 DT0547.No superseded survey control is available for this station.
 DT0547
 DT0547_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB994799(NAD 83)
 DT0547_MARKER: DB = BENCH MARK DISK
 DT0547_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DT0547_SP_SET: CONCRETE HEADWALL
 DT0547_STAMPING: 4955.31 55
 DT0547_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DT0547+STABILITY: SURFACE MOTION
 DT0547
 DT0547  HISTORY     - Date     Condition        Report By
 DT0547  HISTORY     - 1955     MONUMENTED       BPR
 DT0547  HISTORY     - 1980     GOOD             NGS
 DT0547
 DT0547                          STATION DESCRIPTION
 DT0547
 DT0547'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 DT0547'11.0 KM SOUTH FROM GLENWOOD.
 DT0547'MARK RECOVERED IN GOOD CONDITION.  DUE TO CHANGES IN ROUTE, A
 DT0547'DESCRIPTION FOLLOWS.  11.0 KILOMETERS (6.8 MILES) SOUTH ALONG U.S.
 DT0547'HIGHWAY 180 FROM THE POST OFFICE IN GLENWOOD, IN THE TOP OF THE
 DT0547'NORTH END OF THE WEST HEADWALL OF A CONCRETE CULVERT SETTING ON
 DT0547'BEDROCK AND 8.7 METERS (28.5 FEET) WEST-NORTHWEST OF THE CENTERLINE
 DT0547'OF THE HIGHWAY.
 DT0547'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0324 ***********************************************************************
 FO0324  DESIGNATION -  4962 15
 FO0324  PID         -  FO0324
 FO0324  STATE/COUNTY-  NM/BERNALILLO
 FO0324  USGS QUAD   -  ALBUQUERQUE WEST (1990)
 FO0324
 FO0324                         *CURRENT SURVEY CONTROL
 FO0324  ___________________________________________________________________
 FO0324* NAD 83(1986)-  35 05 16.     (N)    106 40 57.     (W)     SCALED    
 FO0324* NAVD 88     -      1513.263  (meters)    4964.76   (feet)  ADJUSTED  
 FO0324  ___________________________________________________________________
 FO0324  GEOID HEIGHT-         -21.41  (meters)                     GEOID03
 FO0324  DYNAMIC HT  -        1511.198 (meters)    4957.99  (feet)  COMP
 FO0324  MODELED GRAV-     979,217.5   (mgal)                       NAVD 88
 FO0324
 FO0324  VERT ORDER  -  FIRST     CLASS II
 FO0324
 FO0324.The horizontal coordinates were scaled from a topographic map and have
 FO0324.an estimated accuracy of +/- 6 seconds.
 FO0324
 FO0324.The orthometric height was determined by differential leveling
 FO0324.and adjusted by the National Geodetic Survey in June 1991..
 FO0324.WARNING-Repeat measurements at this control monument indicate possible
 FO0324.vertical movement.
 FO0324
 FO0324.The geoid height was determined by GEOID03.
 FO0324
 FO0324.The dynamic height is computed by dividing the NAVD 88
 FO0324.geopotential number by the normal gravity value computed on the
 FO0324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0324.degrees latitude (g = 980.6199 gals.).
 FO0324
 FO0324.The modeled gravity was interpolated from observed gravity values.
 FO0324
 FO0324;                    North         East    Units  Estimated Accuracy
 FO0324;SPC NM C     -   453,400.      460,560.      MT  (+/- 180 meters Scaled)
 FO0324
 FO0324                          SUPERSEDED SURVEY CONTROL
 FO0324
 FO0324  NGVD 29 (??/??/92) 1512.459  (m)         4962.13   (f) ADJ UNCH    1 2
 FO0324
 FO0324.Superseded values are not recommended for survey control.
 FO0324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0324.See file dsdata.txt to determine how the superseded data were derived.
 FO0324
 FO0324_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU466840(NAD 83)
 FO0324_MARKER: DD = SURVEY DISK
 FO0324_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FO0324_SP_SET: SIDEWALK
 FO0324_STAMPING: 4962 15 93
 FO0324_MARK LOGO: MRGCD 
 FO0324_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FO0324
 FO0324  HISTORY     - Date     Condition        Report By
 FO0324  HISTORY     - UNK      MONUMENTED       MRGCD
 FO0324  HISTORY     - 1951     GOOD             NGS
 FO0324  HISTORY     - 1982     GOOD             NGS
 FO0324  HISTORY     - 20050206 MARK NOT FOUND   GEOCAC
 FO0324
 FO0324                          STATION DESCRIPTION
 FO0324
 FO0324'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 FO0324'2.4 MI SW FROM ALBUQUERQUE.
 FO0324'0.25 MILE NORTH ALONG NORTH FIFTH STREET FROM THE COUNTY COURTHOUSE AT
 FO0324'ALBUQUERQUE, THENCE 1.1 MILES WEST ALONG WEST NEW YORK AVENUE, THENCE
 FO0324'1.05 MILES SOUTHWEST ALONG U.S. HIGHWAY 66, AT THE SOUTH END OF THE
 FO0324'HIGHWAY BRIDGE OVER THE RIO GRANDE RIVER, 15 FEET WEST OF THE CENTER
 FO0324'LINE OF THE BRIDGE, 0.6 FOOT NORTH OF THE SOUTH END OF A CONCRETE
 FO0324'SIDEWALK, SET IN THE TOP OF THE SIDEWALK.
 FO0324
 FO0324                          STATION RECOVERY (1982)
 FO0324
 FO0324'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FO0324'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  IN ALBUQUERQUE,
 FO0324'AT THE INTERSECTION OF CENTRAL AVENUE WEST AND THE RIO GRANDE RIVER,
 FO0324'IN THE SOUTHWEST END OF THE NORTHWEST SIDEWALK OF THE SOUTHWEST BOUND
 FO0324'OVERPASS OF THE RIVER, 5.5 METERS (18.0 FT) NORTHWEST OF THE
 FO0324'CENTERLINE OF THE AVENUE, 1.9 METERS (6.2 FT) NORTHWEST OF THE
 FO0324'SOUTHWEST EDGE OF THE SIDEWALK AND 0.2 METER (0.7 FT) NORTHEAST OF THE
 FO0324'SOUTHWEST END OF THE BRIDGE.  NOTE=THIS BRIDGE WILL BE TORN DOWN IN
 FO0324'THE FUTURE.
 FO0324'THE MARK IS 0.2 M ABOVE THE AVENUE.
 FO0324
 FO0324                          STATION RECOVERY (2005)
 FO0324
 FO0324'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 FO0324'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0325 ***********************************************************************
 FO0325  DESIGNATION -  4962 19
 FO0325  PID         -  FO0325
 FO0325  STATE/COUNTY-  NM/BERNALILLO
 FO0325  USGS QUAD   -  ALBUQUERQUE WEST (1990)
 FO0325
 FO0325                         *CURRENT SURVEY CONTROL
 FO0325  ___________________________________________________________________
 FO0325* NAD 83(1986)-  35 05 27.     (N)    106 40 47.     (W)     SCALED    
 FO0325* NAVD 88     -      1513.285  (meters)    4964.84   (feet)  ADJUSTED  
 FO0325  ___________________________________________________________________
 FO0325  GEOID HEIGHT-         -21.40  (meters)                     GEOID03
 FO0325  DYNAMIC HT  -        1511.220 (meters)    4958.06  (feet)  COMP
 FO0325  MODELED GRAV-     979,217.9   (mgal)                       NAVD 88
 FO0325
 FO0325  VERT ORDER  -  FIRST     CLASS II
 FO0325
 FO0325.The horizontal coordinates were scaled from a topographic map and have
 FO0325.an estimated accuracy of +/- 6 seconds.
 FO0325
 FO0325.The orthometric height was determined by differential leveling
 FO0325.and adjusted by the National Geodetic Survey in June 1991..
 FO0325
 FO0325.The geoid height was determined by GEOID03.
 FO0325
 FO0325.The dynamic height is computed by dividing the NAVD 88
 FO0325.geopotential number by the normal gravity value computed on the
 FO0325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0325.degrees latitude (g = 980.6199 gals.).
 FO0325
 FO0325.The modeled gravity was interpolated from observed gravity values.
 FO0325
 FO0325;                    North         East    Units  Estimated Accuracy
 FO0325;SPC NM C     -   453,740.      460,820.      MT  (+/- 180 meters Scaled)
 FO0325
 FO0325                          SUPERSEDED SURVEY CONTROL
 FO0325
 FO0325  NGVD 29 (??/??/92) 1512.466  (m)         4962.15   (f) ADJ UNCH    1 2
 FO0325
 FO0325.Superseded values are not recommended for survey control.
 FO0325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0325.See file dsdata.txt to determine how the superseded data were derived.
 FO0325
 FO0325_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU468844(NAD 83)
 FO0325_MARKER: DD = SURVEY DISK
 FO0325_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FO0325_SP_SET: SIDEWALK
 FO0325_STAMPING: 4962 19
 FO0325_MARK LOGO: CGS   
 FO0325_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FO0325
 FO0325  HISTORY     - Date     Condition        Report By
 FO0325  HISTORY     - UNK      MONUMENTED       MRGCD
 FO0325  HISTORY     - 1951     GOOD             NGS
 FO0325  HISTORY     - 1982     GOOD             NGS
 FO0325  HISTORY     - 20050206 MARK NOT FOUND   GEOCAC
 FO0325
 FO0325                          STATION DESCRIPTION
 FO0325
 FO0325'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 FO0325'2.15 MI SW FROM ALBUQUERQUE.
 FO0325'0.25 MILE NORTH ALONG NORTH FIFTH STREET FROM THE COUNTY COURTHOUSE AT
 FO0325'ALBUQUERQUE, THENCE 1.1 MILES WEST ALONG WEST NEW YORK AVENUE, THENCE
 FO0325'0.8 MILE SOUTHWEST ALONG U.S. HIGHWAY 66, AT THE NORTH END OF THE
 FO0325'HIGHWAY BRIDGE OVER THE RIO GRANDE RIVER, 15 FEET WEST OF THE CENTER
 FO0325'LINE OF THE BRIDGE, 0.6 FOOT SOUTH OF THE NORTH END OF A SIDEWALK, SET
 FO0325'IN THE TOP OF THE WEST EDGE OF THE SIDEWALK.
 FO0325
 FO0325                          STATION RECOVERY (1982)
 FO0325
 FO0325'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FO0325'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  IN ALBUQUERQUE,
 FO0325'AT THE INTERSECTION OF CENTRAL AVENUE WEST AND THE RIO GRANDE RIVER,
 FO0325'IN THE NORTHEAST END OF THE NORTHWEST SIDEWALK OF THE WEST BOUND
 FO0325'OVERPASS OF THE RIVER, 5.5 METERS (18.0 FT) NORTHWEST OF THE
 FO0325'CENTERLINE OF THE AVENUE, 1.9 METERS (6.2 FT) NORTHWEST OF THE
 FO0325'SOUTHEAST EDGE OF THE SIDEWALK AND 0.2 METER (0.7 FT) SOUTHWEST OF THE
 FO0325'NORTHEAST END OF THE BRIDGE.  NOTE=THIS BRIDGE WILL BE TORN DOWN IN
 FO0325'THE FUTURE.
 FO0325'THE MARK IS 0.2 M ABOVE THE AVENUE.
 FO0325
 FO0325                          STATION RECOVERY (2005)
 FO0325
 FO0325'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 FO0325'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0113 ***********************************************************************
 DT0113  DESIGNATION -  4975.00
 DT0113  PID         -  DT0113
 DT0113  STATE/COUNTY-  NM/CATRON
 DT0113  USGS QUAD   -  ALMA (1963)
 DT0113
 DT0113                         *CURRENT SURVEY CONTROL
 DT0113  ___________________________________________________________________
 DT0113* NAD 83(1986)-  33 23 09.     (N)    108 53 45.     (W)     SCALED    
 DT0113* NAVD 88     -      1516.880  (meters)    4976.63   (feet)  ADJUSTED  
 DT0113  ___________________________________________________________________
 DT0113  GEOID HEIGHT-         -23.91  (meters)                     GEOID03
 DT0113  DYNAMIC HT  -        1514.593 (meters)    4969.13  (feet)  COMP
 DT0113  MODELED GRAV-     979,076.5   (mgal)                       NAVD 88
 DT0113
 DT0113  VERT ORDER  -  FIRST     CLASS II
 DT0113
 DT0113.The horizontal coordinates were scaled from a topographic map and have
 DT0113.an estimated accuracy of +/- 6 seconds.
 DT0113
 DT0113.The orthometric height was determined by differential leveling
 DT0113.and adjusted by the National Geodetic Survey in June 1991..
 DT0113
 DT0113.The geoid height was determined by GEOID03.
 DT0113
 DT0113.The dynamic height is computed by dividing the NAVD 88
 DT0113.geopotential number by the normal gravity value computed on the
 DT0113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0113.degrees latitude (g = 980.6199 gals.).
 DT0113
 DT0113.The modeled gravity was interpolated from observed gravity values.
 DT0113
 DT0113;                    North         East    Units  Estimated Accuracy
 DT0113;SPC NM W     -   265,050.      731,150.      MT  (+/- 180 meters Scaled)
 DT0113
 DT0113                          SUPERSEDED SURVEY CONTROL
 DT0113
 DT0113  NGVD 29 (??/??/92) 1516.054  (m)         4973.92   (f) ADJ UNCH    1 2
 DT0113
 DT0113.Superseded values are not recommended for survey control.
 DT0113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0113.See file dsdata.txt to determine how the superseded data were derived.
 DT0113
 DT0113_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB957960(NAD 83)
 DT0113_MARKER: DD = SURVEY DISK
 DT0113_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DT0113_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DT0113_STAMPING: 4975.00-1929
 DT0113_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DT0113+STABILITY: SURFACE MOTION
 DT0113
 DT0113  HISTORY     - Date     Condition        Report By
 DT0113  HISTORY     - 1929     MONUMENTED       BPR
 DT0113  HISTORY     - 1934     GOOD             NGS
 DT0113  HISTORY     - 1980     MARK NOT FOUND   NGS
 DT0113
 DT0113                          STATION DESCRIPTION
 DT0113
 DT0113'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DT0113'7.0 MI N FROM GLENWOOD.
 DT0113'7.0 MI NORTH OF THE POST OFFICE. ALONG STATE HWY NO.11 ABOUT 1.1 MI
 DT0113'NORTHWEST OF MINERAL CREEK BRIDGE, ON STATE HWY NO.11.  ABOUT 0.5 MI
 DT0113'SOUTH OF THE ALMA C.C.C. CAMP, ABOUT 10 YDS NORTHWEST OF A SINGLE IRON
 DT0113'CULVERT WITH CONCRETE HEADWALLS, AND ABOUT 10 YDS WEST OF THE
 DT0113'CENTERLINE OF THE HWY, ON A SMALL KNOLL THAT IS ABOUT LEVEL WITH THE
 DT0113'CENTER OF THE HWY.  ALSO ABOUT 37 YDS WEST OF STATE HWY MARKER NO
 DT0113'1750.
 DT0113
 DT0113                          STATION RECOVERY (1980)
 DT0113
 DT0113'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DT0113'A THOROUGH SEARCH OF THE AREA REVEALED NO EVIDENCE OF THIS MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0057 ***********************************************************************
 CY0057  DESIGNATION -  4980
 CY0057  PID         -  CY0057
 CY0057  STATE/COUNTY-  NM/GRANT
 CY0057  USGS QUAD   -  CIRCLE MESA (1992)
 CY0057
 CY0057                         *CURRENT SURVEY CONTROL
 CY0057  ___________________________________________________________________
 CY0057* NAD 83(1986)-  32 46 57.     (N)    108 28 32.     (W)     SCALED    
 CY0057* NAVD 88     -      1518.736  (meters)    4982.72   (feet)  ADJUSTED  
 CY0057  ___________________________________________________________________
 CY0057  GEOID HEIGHT-         -24.38  (meters)                     GEOID03
 CY0057  DYNAMIC HT  -        1516.394 (meters)    4975.04  (feet)  COMP
 CY0057  MODELED GRAV-     979,043.4   (mgal)                       NAVD 88
 CY0057
 CY0057  VERT ORDER  -  FIRST     CLASS II
 CY0057
 CY0057.The horizontal coordinates were scaled from a topographic map and have
 CY0057.an estimated accuracy of +/- 6 seconds.
 CY0057
 CY0057.The orthometric height was determined by differential leveling
 CY0057.and adjusted by the National Geodetic Survey in June 1991..
 CY0057
 CY0057.The geoid height was determined by GEOID03.
 CY0057
 CY0057.The dynamic height is computed by dividing the NAVD 88
 CY0057.geopotential number by the normal gravity value computed on the
 CY0057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0057.degrees latitude (g = 980.6199 gals.).
 CY0057
 CY0057.The modeled gravity was interpolated from observed gravity values.
 CY0057
 CY0057;                    North         East    Units  Estimated Accuracy
 CY0057;SPC NM W     -   197,820.      769,840.      MT  (+/- 180 meters Scaled)
 CY0057
 CY0057                          SUPERSEDED SURVEY CONTROL
 CY0057
 CY0057  NGVD 29 (??/??/92) 1517.848  (m)         4979.81   (f) ADJ UNCH    1 2
 CY0057
 CY0057.Superseded values are not recommended for survey control.
 CY0057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0057.See file dsdata.txt to determine how the superseded data were derived.
 CY0057
 CY0057_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYB364299(NAD 83)
 CY0057_MARKER: P = PIPE CAP
 CY0057_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CY0057_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CY0057_STAMPING: 4980
 CY0057_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CY0057
 CY0057  HISTORY     - Date     Condition        Report By
 CY0057  HISTORY     - UNK      MONUMENTED       USGS
 CY0057  HISTORY     - 1934     GOOD             NGS
 CY0057  HISTORY     - 1980     GOOD             NGS
 CY0057
 CY0057                          STATION DESCRIPTION
 CY0057
 CY0057'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CY0057'13.5 MI W FROM SILVER CITY.
 CY0057'13.5 MI WEST OF THE POST OFFICE.  ALONG STATE HWY NO. 11.  ON STATE
 CY0057'HWY NO. 11, ABOUT 230 YDS NORTH WEST OF THE ROAD FORK TO TYRONE AND
 CY0057'LORDSBURG.  IN THE FENCE LINE AND ABOUT 46 FEET SOUTHWEST OF THE
 CY0057'CENTER LINE OF THE HWY.
 CY0057
 CY0057                          STATION RECOVERY (1980)
 CY0057
 CY0057'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CY0057'24.9 KILOMETERS (15.5 MILES) SOUTHEAST ALONG U.S. HIGHWAY 180 FROM
 CY0057'THE POST OFFICE IN CLIFF, ALSO, 1.0 KILOMETER (0.7 MILE) NORTH ALONG
 CY0057'HUDSON STREET (STATE HIGHWAY 90) FROM THE POST OFFICE IN SILVER CITY,
 CY0057'THENCE 21.9 KILOMETERS (13.5 MILES) WEST AND NORTHWEST ALONG U.S.
 CY0057'HIGHWAY 180, 0.2 KILOMETER (0.1 MILE) NORTHWEST OF A PAVED ROAD
 CY0057'LEADING SOUTHEAST TO TYRONE, 39.3 METERS (129.0 FEET) SOUTH-SOUTHWEST
 CY0057'OF THE CENTERLINE OF THE HIGHWAY, 34.9 METERS (114.5 FEET) SOUTH-
 CY0057'SOUTHEAST OF HIGHWAY MILEMARKER 100, 15.6 METERS (51.3 FEET) SOUTH-
 CY0057'SOUTHWEST OF A RIGHT-OF-WAY FENCE AND 6.6 METERS (21.5 FEET) EAST-
 CY0057'SOUTHEAST OF A TELEPHONE POLE.
 CY0057'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 CY0057'THE MARK IS 0.9 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0116 ***********************************************************************
 DT0116  DESIGNATION -  4998
 DT0116  PID         -  DT0116
 DT0116  STATE/COUNTY-  NM/CATRON
 DT0116  USGS QUAD   -  ALMA (1963)
 DT0116
 DT0116                         *CURRENT SURVEY CONTROL
 DT0116  ___________________________________________________________________
 DT0116* NAD 83(1986)-  33 27 04.     (N)    108 55 47.     (W)     SCALED    
 DT0116* NAVD 88     -      1524.379  (meters)    5001.23   (feet)  ADJUSTED  
 DT0116  ___________________________________________________________________
 DT0116  GEOID HEIGHT-         -23.78  (meters)                     GEOID03
 DT0116  DYNAMIC HT  -        1522.102 (meters)    4993.76  (feet)  COMP
 DT0116  MODELED GRAV-     979,090.3   (mgal)                       NAVD 88
 DT0116
 DT0116  VERT ORDER  -  FIRST     CLASS II
 DT0116
 DT0116.The horizontal coordinates were scaled from a topographic map and have
 DT0116.an estimated accuracy of +/- 6 seconds.
 DT0116
 DT0116.The orthometric height was determined by differential leveling
 DT0116.and adjusted by the National Geodetic Survey in June 1991..
 DT0116
 DT0116.The geoid height was determined by GEOID03.
 DT0116
 DT0116.The dynamic height is computed by dividing the NAVD 88
 DT0116.geopotential number by the normal gravity value computed on the
 DT0116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0116.degrees latitude (g = 980.6199 gals.).
 DT0116
 DT0116.The modeled gravity was interpolated from observed gravity values.
 DT0116
 DT0116;                    North         East    Units  Estimated Accuracy
 DT0116;SPC NM W     -   272,320.      728,070.      MT  (+/- 180 meters Scaled)
 DT0116
 DT0116                          SUPERSEDED SURVEY CONTROL
 DT0116
 DT0116  NGVD 29 (??/??/92) 1523.566  (m)         4998.57   (f) ADJ UNCH    1 2
 DT0116
 DT0116.Superseded values are not recommended for survey control.
 DT0116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0116.See file dsdata.txt to determine how the superseded data were derived.
 DT0116
 DT0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC924032(NAD 83)
 DT0116_MARKER: DD = SURVEY DISK
 DT0116_SETTING: 80 = SET IN A BOULDER
 DT0116_SP_SET: BOULDER
 DT0116_STAMPING: 4998
 DT0116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DT0116+STABILITY: SURFACE MOTION
 DT0116
 DT0116  HISTORY     - Date     Condition        Report By
 DT0116  HISTORY     - UNK      MONUMENTED       USGS
 DT0116  HISTORY     - 1934     GOOD             NGS
 DT0116  HISTORY     - 1980     MARK NOT FOUND   NGS
 DT0116
 DT0116                          STATION DESCRIPTION
 DT0116
 DT0116'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DT0116'12.5 MI N FROM GLENWOOD.
 DT0116'12.5 MI NORTH ALONG STATE HWY NO.11, FROM POST OFFICE. ALONG STATE HWY
 DT0116'NO.11, ABOUT 0.3 MI SOUTH OF THE SAN FRANCISCO RIVER BRIDGE, ALONG THE
 DT0116'WEST BANK OF THE RIVER.  ABOUT 275 FEET WEST OF THE WEST SIDE OF THE
 DT0116'CHANNEL, OF THE RIVER, AT THE TOE OF A ROCK SLOPE. IN A GROUP OF
 DT0116'COTTONWOOD TREES, IN THE NORTH EDGE OF A TEMPORARY BUREAU OF PUBLIC
 DT0116'ROADS CAMP.  IN THE TOP OF A 2 FT X 4 FT SQUARE BOULDER AND ABOUT 3 FT
 DT0116'ABOVE THE GROUND.
 DT0116
 DT0116                          STATION RECOVERY (1980)
 DT0116
 DT0116'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DT0116'A THOROUGH SEARCH OF THE AREA REVEALED NO EVIDENCE OF THIS MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY1018 ***********************************************************************
 CY1018  DESIGNATION -  49C
 CY1018  PID         -  CY1018
 CY1018  STATE/COUNTY-  NM/HIDALGO
 CY1018  USGS QUAD   -  LISBON (1980)
 CY1018
 CY1018                         *CURRENT SURVEY CONTROL
 CY1018  ___________________________________________________________________
 CY1018* NAD 83(1992)-  32 16 28.23265(N)    108 32 32.15616(W)     ADJUSTED  
 CY1018* NAVD 88     -      1308.8    (meters)    4294.     (feet)  VERTCON   
 CY1018  ___________________________________________________________________
 CY1018  LAPLACE CORR-           3.67  (seconds)                    DEFLEC99
 CY1018  GEOID HEIGHT-         -25.26  (meters)                     GEOID03
 CY1018
 CY1018  HORZ ORDER  -  THIRD
 CY1018  VERT ORDER  -  THIRD ? (See Below)
 CY1018
 CY1018.The horizontal coordinates were established by classical geodetic methods
 CY1018.and adjusted by the National Geodetic Survey in December 1993..
 CY1018
 CY1018.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY1018.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY1018.The vertical order pertains to the NGVD 29 superseded value.
 CY1018
 CY1018.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY1018
 CY1018.The geoid height was determined by GEOID03.
 CY1018
 CY1018;                    North         East     Units Scale Factor Converg.
 CY1018;SPC NM W     -   141,527.057   763,215.944   MT  0.99997165   -0 22 42.8
 CY1018;SPC NM W     -   464,326.69  2,503,984.31   sFT  0.99997165   -0 22 42.8
 CY1018;UTM  12      - 3,573,515.689   731,482.578   MT  1.00026084   +1 18 46.6
 CY1018
 CY1018!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY1018!SPC NM W     -   0.99979851  x   0.99997165  =   0.99977017
 CY1018!UTM  12      -   0.99979851  x   1.00026084  =   1.00005930
 CY1018
 CY1018:                Primary Azimuth Mark                     Grid Az
 CY1018:SPC NM W     -  BROCKMAN                                 160 26 07.3
 CY1018:UTM  12      -  BROCKMAN                                 158 44 37.9
 CY1018
 CY1018|---------------------------------------------------------------------|
 CY1018| PID    Reference Object                     Distance      Geod. Az  |
 CY1018|                                                           dddmmss.s |
 CY1018| CY1006 BROCKMAN                            APPROX.14.2 KM 1600324.5 |
 CY1018|---------------------------------------------------------------------|
 CY1018
 CY1018                          SUPERSEDED SURVEY CONTROL
 CY1018
 CY1018  NAD 83(1992)-  32 16 28.23174(N)    108 32 32.15404(W) AD(       ) 3
 CY1018  NAD 83(1986)-  32 16 28.22906(N)    108 32 32.15423(W) AD(       ) 3
 CY1018  NAD 27      -  32 16 27.93967(N)    108 32 29.97136(W) AD(       ) 3
 CY1018  NGVD 29 (07/19/86) 1308.0    (m)         4291.     (f) LEVELING    3  
 CY1018
 CY1018.Superseded values are not recommended for survey control.
 CY1018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1018.See file dsdata.txt to determine how the superseded data were derived.
 CY1018
 CY1018_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYA3148373516(NAD 83)
 CY1018_MARKER: DB = BENCH MARK DISK
 CY1018_SETTING: 0 = UNSPECIFIED SETTING
 CY1018_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CY1018
 CY1018  HISTORY     - Date     Condition        Report By
 CY1018  HISTORY     - 1906     MONUMENTED       USGS
 CY1018
 CY1018                          STATION DESCRIPTION
 CY1018
 CY1018'DESCRIBED BY US GEOLOGICAL SURVEY 1906
 CY1018'LOCATED 12 MI. SE. OF LORDSBURG, ALONG SOUTHERN PACIFIC RAILROAD AND
 CY1018'U.S. HIGHWAY 80, 0.4 MI. NE. OF GRANT-HIDALGO COUNTY LINE CROSSING
 CY1018'RAILROAD AND HIGHWAY, 0.4 MI. SE. OF RAILROAD MILEPOST ---1159---, AND
 CY1018'31 FT. NE. FROM CENTER OF HIGHWAY.
 CY1018'
 CY1018'STATION MARK--IRON BENCH MARK POST, PROJECTING 2 FT. ABOVE SURFACE OF
 CY1018'GROUND, AND SURROUNDED BY CYLINDER OF CONCRETE.  (NOT STAMPED)
 CY1018'
 CY1018'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0211 ***********************************************************************
 FO0211  DESIGNATION -  5
 FO0211  PID         -  FO0211
 FO0211  STATE/COUNTY-  NM/BERNALILLO
 FO0211  USGS QUAD   -  TIJERAS (1990)
 FO0211
 FO0211                         *CURRENT SURVEY CONTROL
 FO0211  ___________________________________________________________________
 FO0211* NAD 83(1986)-  35 03 59.     (N)    106 29 09.     (W)     SCALED    
 FO0211* NAVD 88     -      1757.851  (meters)    5767.22   (feet)  ADJUSTED  
 FO0211  ___________________________________________________________________
 FO0211  GEOID HEIGHT-         -20.23  (meters)                     GEOID03
 FO0211  DYNAMIC HT  -        1755.465 (meters)    5759.39  (feet)  COMP
 FO0211  MODELED GRAV-     979,214.8   (mgal)                       NAVD 88
 FO0211
 FO0211  VERT ORDER  -  SECOND    CLASS 0
 FO0211
 FO0211.The horizontal coordinates were scaled from a topographic map and have
 FO0211.an estimated accuracy of +/- 6 seconds.
 FO0211
 FO0211.The orthometric height was determined by differential leveling
 FO0211.and adjusted by the National Geodetic Survey in June 1991..
 FO0211
 FO0211.The geoid height was determined by GEOID03.
 FO0211
 FO0211.The dynamic height is computed by dividing the NAVD 88
 FO0211.geopotential number by the normal gravity value computed on the
 FO0211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0211.degrees latitude (g = 980.6199 gals.).
 FO0211
 FO0211.The modeled gravity was interpolated from observed gravity values.
 FO0211
 FO0211;                    North         East    Units  Estimated Accuracy
 FO0211;SPC NM C     -   450,960.      478,490.      MT  (+/- 180 meters Scaled)
 FO0211
 FO0211                          SUPERSEDED SURVEY CONTROL
 FO0211
 FO0211  NGVD 29 (??/??/92) 1757.034  (m)         5764.54   (f) ADJ UNCH    2 0
 FO0211
 FO0211.Superseded values are not recommended for survey control.
 FO0211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0211.See file dsdata.txt to determine how the superseded data were derived.
 FO0211
 FO0211_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU645814(NAD 83)
 FO0211_MARKER: DB = BENCH MARK DISK
 FO0211_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FO0211_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FO0211_STAMPING: NM BER 5 1934
 FO0211_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO0211+STABILITY: SURFACE MOTION
 FO0211
 FO0211  HISTORY     - Date     Condition        Report By
 FO0211  HISTORY     - 1934     MONUMENTED       CGS
 FO0211  HISTORY     - 1954     GOOD             USGS
 FO0211
 FO0211                          STATION DESCRIPTION
 FO0211
 FO0211'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FO0211'9.5 MI E FROM ALBUQUERQUE.
 FO0211'9.5 MI EAST ON US HWY NO. 366, FROM STATION AT THE EAST END OF A
 FO0211'TANGENT ON THE HIGHWAY RUNNING EAST FROM ALBUQUERQUE, 45 FEET
 FO0211'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, ABOUT 100 FEET NORTHEAST
 FO0211'OF SUNSET VIEW HOUSE AND GASOLINE PUMP, 93 FEET SOUTH OF TELE POLE NO.
 FO0211'9 AND PAINTED USBM 5763.6.  STAMPED NM BER 5 1934.
 FO0211
 FO0211                          STATION RECOVERY (1954)
 FO0211
 FO0211'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 FO0211'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0152 ***********************************************************************
 FO0152  DESIGNATION -  5
 FO0152  PID         -  FO0152
 FO0152  STATE/COUNTY-  NM/SANDOVAL
 FO0152  USGS QUAD   -  SAN FELIPE PUEBLO (1990)
 FO0152
 FO0152                         *CURRENT SURVEY CONTROL
 FO0152  ___________________________________________________________________
 FO0152* NAD 83(1986)-  35 29 37.     (N)    106 22 47.     (W)     SCALED    
 FO0152* NAVD 88     -      1583.382  (meters)    5194.81   (feet)  ADJUSTED  
 FO0152  ___________________________________________________________________
 FO0152  GEOID HEIGHT-         -20.61  (meters)                     GEOID03
 FO0152  DYNAMIC HT  -        1581.231 (meters)    5187.76  (feet)  COMP
 FO0152  MODELED GRAV-     979,220.6   (mgal)                       NAVD 88
 FO0152
 FO0152  VERT ORDER  -  FIRST     CLASS II
 FO0152
 FO0152.The horizontal coordinates were scaled from a topographic map and have
 FO0152.an estimated accuracy of +/- 6 seconds.
 FO0152
 FO0152.The orthometric height was determined by differential leveling
 FO0152.and adjusted by the National Geodetic Survey in June 1991..
 FO0152.WARNING-Repeat measurements at this control monument indicate possible
 FO0152.vertical movement.
 FO0152
 FO0152.The geoid height was determined by GEOID03.
 FO0152
 FO0152.The dynamic height is computed by dividing the NAVD 88
 FO0152.geopotential number by the normal gravity value computed on the
 FO0152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0152.degrees latitude (g = 980.6199 gals.).
 FO0152
 FO0152.The modeled gravity was interpolated from observed gravity values.
 FO0152
 FO0152;                    North         East    Units  Estimated Accuracy
 FO0152;SPC NM C     -   498,340.      488,230.      MT  (+/- 180 meters Scaled)
 FO0152
 FO0152                          SUPERSEDED SURVEY CONTROL
 FO0152
 FO0152.No superseded survey control is available for this station.
 FO0152
 FO0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV748286(NAD 83)
 FO0152_MARKER: DD = SURVEY DISK
 FO0152_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FO0152_STAMPING: 5191.863 1934
 FO0152_MARK LOGO: MRGCD 
 FO0152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO0152+STABILITY: SURFACE MOTION
 FO0152
 FO0152  HISTORY     - Date     Condition        Report By
 FO0152  HISTORY     - 1934     MONUMENTED       MRGCD
 FO0152  HISTORY     - 1951     GOOD             NGS
 FO0152  HISTORY     - 1984     GOOD             NGS
 FO0152
 FO0152                          STATION DESCRIPTION
 FO0152
 FO0152'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 FO0152'4.0 MI SW FROM DOMINGO.
 FO0152'4.0 MILES SOUTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 FO0152'FROM THE STATION AT DOMINGO, 200 FEET NORTHWEST OF THE NORTHWEST
 FO0152'CORNER OF BRIDGE 869 C, 145 FEET NORTH OF THE NORTH RAIL, 100 FEET
 FO0152'NORTH OF A FENCE, SET IN THE TOP OF THE CENTER OF THE CONCRETE
 FO0152'HEADWALL OF A CULVERT.
 FO0152
 FO0152                          STATION RECOVERY (1984)
 FO0152
 FO0152'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FO0152'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  6.4 KM (4.0 MI)
 FO0152'SOUTHWEST ALONG THE ATCHISON TOPEKA AND SANTA FE RAILROAD FROM THE
 FO0152'SANTO DOMINGO INDIAN TRADING POST IN DOMINGO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0178 ***********************************************************************
 GN0178  DESIGNATION -  5 D
 GN0178  PID         -  GN0178
 GN0178  STATE/COUNTY-  NM/RIO ARRIBA
 GN0178  USGS QUAD   -  CHILI (1977)
 GN0178
 GN0178                         *CURRENT SURVEY CONTROL
 GN0178  ___________________________________________________________________
 GN0178* NAD 83(1986)-  36 06 33.     (N)    106 09 14.     (W)     SCALED    
 GN0178* NAVD 88     -      1755.116  (meters)    5758.24   (feet)  ADJUSTED  
 GN0178  ___________________________________________________________________
 GN0178  GEOID HEIGHT-         -19.07  (meters)                     GEOID03
 GN0178  DYNAMIC HT  -        1752.775 (meters)    5750.56  (feet)  COMP
 GN0178  MODELED GRAV-     979,237.6   (mgal)                       NAVD 88
 GN0178
 GN0178  VERT ORDER  -  SECOND    CLASS 0
 GN0178
 GN0178.The horizontal coordinates were scaled from a topographic map and have
 GN0178.an estimated accuracy of +/- 6 seconds.
 GN0178
 GN0178.The orthometric height was determined by differential leveling
 GN0178.and adjusted by the National Geodetic Survey in June 1991..
 GN0178
 GN0178.The geoid height was determined by GEOID03.
 GN0178
 GN0178.The dynamic height is computed by dividing the NAVD 88
 GN0178.geopotential number by the normal gravity value computed on the
 GN0178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GN0178.degrees latitude (g = 980.6199 gals.).
 GN0178
 GN0178.The modeled gravity was interpolated from observed gravity values.
 GN0178
 GN0178;                    North         East    Units  Estimated Accuracy
 GN0178;SPC NM C     -   566,630.      508,650.      MT  (+/- 180 meters Scaled)
 GN0178
 GN0178                          SUPERSEDED SURVEY CONTROL
 GN0178
 GN0178  NGVD 29 (??/??/92) 1754.092  (m)         5754.88   (f) ADJ UNCH    2 0
 GN0178
 GN0178.Superseded values are not recommended for survey control.
 GN0178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0178.See file dsdata.txt to determine how the superseded data were derived.
 GN0178
 GN0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV961966(NAD 83)
 GN0178_MARKER: DD = SURVEY DISK
 GN0178_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GN0178_SP_SET: ABUTMENT
 GN0178_STAMPING: 5-D 1934
 GN0178_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GN0178
 GN0178  HISTORY     - Date     Condition        Report By
 GN0178  HISTORY     - 1934     MONUMENTED       USGS
 GN0178  HISTORY     - 1934     GOOD             NGS
 GN0178  HISTORY     - 1951     GOOD             DOD
 GN0178
 GN0178                          STATION DESCRIPTION
 GN0178
 GN0178'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GN0178'9.6 MI N FROM ESPANOLA.
 GN0178'9.6 MI NORTH ON STATE HWY NO. 2.  AT THE NORTH END OF A LONG BRIDGE,
 GN0178'IN THE NORTHWEST CONCRETE ABUTMENT, 10 FEET WEST OF THE CENTERLINE OF
 GN0178'THE HIGHWAY.
 GN0178
 GN0178                          STATION RECOVERY (1951)
 GN0178
 GN0178'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1951
 GN0178'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0131 ***********************************************************************
 CX0131  DESIGNATION -  5 F
 CX0131  PID         -  CX0131
 CX0131  STATE/COUNTY-  NM/OTERO
 CX0131  USGS QUAD   -  HOLLOMAN (1982)
 CX0131
 CX0131                         *CURRENT SURVEY CONTROL
 CX0131  ___________________________________________________________________
 CX0131* NAD 83(1986)-  32 50 56.     (N)    106 04 53.     (W)     SCALED    
 CX0131* NAVD 88     -      1246.086  (meters)    4088.20   (feet)  POSTED    
 CX0131  ___________________________________________________________________
 CX0131  GEOID HEIGHT-         -22.75  (meters)                     GEOID03
 CX0131  DYNAMIC HT  -        1244.260 (meters)    4082.21  (feet)  COMP
 CX0131  MODELED GRAV-     979,133.2   (mgal)                       NAVD 88
 CX0131
 CX0131  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 CX0131
 CX0131.The horizontal coordinates were scaled from a topographic map and have
 CX0131.an estimated accuracy of +/- 6 seconds.
 CX0131
 CX0131.The orthometric height was determined by differential leveling
 CX0131.and adjusted by the National Geodetic Survey in 1992..
 CX0131.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 CX0131.rate of 0.0 thru 1.0 mm/km.
 CX0131
 CX0131.The geoid height was determined by GEOID03.
 CX0131
 CX0131.The dynamic height is computed by dividing the NAVD 88
 CX0131.geopotential number by the normal gravity value computed on the
 CX0131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0131.degrees latitude (g = 980.6199 gals.).
 CX0131
 CX0131.The modeled gravity was interpolated from observed gravity values.
 CX0131
 CX0131;                    North         East    Units  Estimated Accuracy
 CX0131;SPC NM C     -   205,010.      515,780.      MT  (+/- 180 meters Scaled)
 CX0131
 CX0131                          SUPERSEDED SURVEY CONTROL
 CX0131
 CX0131  NGVD 29 (??/??/92) 1245.412  (m)         4085.99   (f) ADJ UNCH    2 0
 CX0131
 CX0131.Superseded values are not recommended for survey control.
 CX0131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0131.See file dsdata.txt to determine how the superseded data were derived.
 CX0131
 CX0131_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS988350(NAD 83)
 CX0131_MARKER: S = SPIKE
 CX0131_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CX0131_SP_SET: RUNWAY
 CX0131_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX0131
 CX0131  HISTORY     - Date     Condition        Report By
 CX0131  HISTORY     - UNK      MONUMENTED       CGS
 CX0131  HISTORY     - 1945     GOOD             NGS
 CX0131
 CX0131                          STATION DESCRIPTION
 CX0131
 CX0131'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 CX0131'10.5 MI SW FROM ALAMOGORDO.
 CX0131'10.5 MILES SOUTHWEST TO THE CONTROL TOWER A.A.A.F. AT THE ALAMOGORDO
 CX0131'ARMY AIRFIELD AT THE NORTHEAST END OF THE NORTHEAST SOUTHWEST RUNWAY
 CX0131'NO. 21, IN THE CENTER OF THE RUNWAY WHERE THE ASPHALT JOINS THE
 CX0131'CONCRETE, MARK IS RAILROAD SPIKE DRIVEN FLUSH IN RUNWAY. NOTE--
 CX0131'ALAMOGORDO ARMY AIR FIELD IS NOW HOLLOWMAN AFB.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1083 ***********************************************************************
 CX1083  DESIGNATION -  5 F
 CX1083  PID         -  CX1083
 CX1083  STATE/COUNTY-  NM/LUNA
 CX1083  USGS QUAD   -  DEMING EAST (1965)
 CX1083
 CX1083                         *CURRENT SURVEY CONTROL
 CX1083  ___________________________________________________________________
 CX1083* NAD 83(1986)-  32 15 49.     (N)    107 42 44.     (W)     SCALED    
 CX1083* NAVD 88     -      1308.936  (meters)    4294.40   (feet)  POSTED    
 CX1083  ___________________________________________________________________
 CX1083  GEOID HEIGHT-         -24.57  (meters)                     GEOID03
 CX1083  DYNAMIC HT  -        1306.950 (meters)    4287.89  (feet)  COMP
 CX1083  MODELED GRAV-     979,077.7   (mgal)                       NAVD 88
 CX1083
 CX1083  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 CX1083
 CX1083.This mark is at Deming Airport (DMN)
 CX1083
 CX1083.The horizontal coordinates were scaled from a topographic map and have
 CX1083.an estimated accuracy of +/- 6 seconds.
 CX1083
 CX1083.The orthometric height was determined by differential leveling
 CX1083.and adjusted by the National Geodetic Survey in 1992..
 CX1083.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 CX1083.rate greater than 8.0 mm/km.
 CX1083
 CX1083.The geoid height was determined by GEOID03.
 CX1083
 CX1083.The dynamic height is computed by dividing the NAVD 88
 CX1083.geopotential number by the normal gravity value computed on the
 CX1083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX1083.degrees latitude (g = 980.6199 gals.).
 CX1083
 CX1083.The modeled gravity was interpolated from observed gravity values.
 CX1083
 CX1083;                    North         East    Units  Estimated Accuracy
 CX1083;SPC NM W     -   140,100.      841,410.      MT  (+/- 180 meters Scaled)
 CX1083
 CX1083                          SUPERSEDED SURVEY CONTROL
 CX1083
 CX1083  NGVD 29 (??/??/92) 1308.356  (m)         4292.50   (f) ADJ UNCH    2 0
 CX1083
 CX1083.Superseded values are not recommended for survey control.
 CX1083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1083.See file dsdata.txt to determine how the superseded data were derived.
 CX1083
 CX1083_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBR445728(NAD 83)
 CX1083_MARKER: S = SPIKE
 CX1083_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CX1083_SP_SET: RUNWAY
 CX1083_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX1083
 CX1083  HISTORY     - Date     Condition        Report By
 CX1083  HISTORY     - UNK      MONUMENTED       CGS
 CX1083  HISTORY     - 1945     GOOD             NGS
 CX1083
 CX1083                          STATION DESCRIPTION
 CX1083
 CX1083'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 CX1083'3.8 MI SE FROM DEMING.
 CX1083'3.8 MILES SOUTHEAST TO THE POST HEADQUARTERS D.A.A.F. AT THE DEMING
 CX1083'ARMY AIR FIELD, AT THE NORTH END (17) OF THE NORTH-SOUTH RUNWAY, IN
 CX1083'THE MIDDLE OF THE RUNWAY, HALFWAY BETWEEN THE TWO MIDDLE BORDER LIGHTS
 CX1083'AND 12 FEET SOUTH, A RAILROAD SPIKE DRIVEN FLUSH WITH THE ASPHALT
 CX1083'RUNWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0045 ***********************************************************************
 EP0045  DESIGNATION -  5 F
 EP0045  PID         -  EP0045
 EP0045  STATE/COUNTY-  NM/GUADALUPE
 EP0045  USGS QUAD   -  FORT SUMNER EAST (1982)
 EP0045
 EP0045                         *CURRENT SURVEY CONTROL
 EP0045  ___________________________________________________________________
 EP0045* NAD 83(1986)-  34 29 40.     (N)    104 12 33.     (W)     SCALED    
 EP0045* NAVD 88     -      1270.487  (meters)    4168.26   (feet)  ADJUSTED  
 EP0045  ___________________________________________________________________
 EP0045  GEOID HEIGHT-         -23.60  (meters)                     GEOID03
 EP0045  DYNAMIC HT  -        1268.806 (meters)    4162.74  (feet)  COMP
 EP0045  MODELED GRAV-     979,268.9   (mgal)                       NAVD 88
 EP0045
 EP0045  VERT ORDER  -  FIRST     CLASS II
 EP0045
 EP0045.This mark is at Fort Sumner Airport (FSU)
 EP0045
 EP0045.The horizontal coordinates were scaled from a topographic map and have
 EP0045.an estimated accuracy of +/- 6 seconds.
 EP0045
 EP0045.The orthometric height was determined by differential leveling
 EP0045.and adjusted by the National Geodetic Survey in June 1991..
 EP0045
 EP0045.The geoid height was determined by GEOID03.
 EP0045
 EP0045.The dynamic height is computed by dividing the NAVD 88
 EP0045.geopotential number by the normal gravity value computed on the
 EP0045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EP0045.degrees latitude (g = 980.6199 gals.).
 EP0045
 EP0045.The modeled gravity was interpolated from observed gravity values.
 EP0045
 EP0045;                    North         East    Units  Estimated Accuracy
 EP0045;SPC NM E     -   387,510.      176,400.      MT  (+/- 180 meters Scaled)
 EP0045
 EP0045                          SUPERSEDED SURVEY CONTROL
 EP0045
 EP0045  NGVD 29 (??/??/92) 1269.879  (m)         4166.26   (f) ADJ UNCH    1 2
 EP0045
 EP0045.Superseded values are not recommended for survey control.
 EP0045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EP0045.See file dsdata.txt to determine how the superseded data were derived.
 EP0045
 EP0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEU726172(NAD 83)
 EP0045_MARKER: S = SPIKE
 EP0045_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EP0045_SP_SET: RUNWAY
 EP0045_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EP0045
 EP0045  HISTORY     - Date     Condition        Report By
 EP0045  HISTORY     - UNK      MONUMENTED       CGS
 EP0045  HISTORY     - 1945     GOOD             NGS
 EP0045
 EP0045                          STATION DESCRIPTION
 EP0045
 EP0045'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 EP0045'3.6 MI NE FROM FORT SUMNER.
 EP0045'LOCATED ABOUT 3.6 MILES NORTHEAST OF THE SANTA FE RAILROAD DEPOT AT
 EP0045'FORT SUMNER, AT FORT SUMNER ARMY AIR FIELD AT NORTHEAST END OF
 EP0045'NORTHEAST AND SOUTHWEST RUNWAY, IN THE CENTER OF RUNWAY 1 FOOT
 EP0045'SOUTHWEST OF NORTHEAST END, AT HIGHEST POINT OF THE USEABLE RUNWAYS. A
 EP0045'RAILROAD SPIKE DRIVEN FLUSH WITH RUNWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS1250 ***********************************************************************
 DS1250  DESIGNATION -  5 F 105
 DS1250  PID         -  DS1250
 DS1250  STATE/COUNTY-  NM/SIERRA
 DS1250  USGS QUAD   -  TUCSON SPRING (1982)
 DS1250
 DS1250                         *CURRENT SURVEY CONTROL
 DS1250  ___________________________________________________________________
 DS1250* NAD 83(1992)-  33 25 19.60225(N)    106 54 35.97158(W)     ADJUSTED  
 DS1250* NAVD 88     -      1483.4    (meters)    4867.     (feet)  VERTCON   
 DS1250  ___________________________________________________________________
 DS1250  LAPLACE CORR-           2.65  (seconds)                    DEFLEC99
 DS1250  GEOID HEIGHT-         -22.67  (meters)                     GEOID03
 DS1250
 DS1250  HORZ ORDER  -  SECOND
 DS1250
 DS1250.The horizontal coordinates were established by classical geodetic methods
 DS1250.and adjusted by the National Geodetic Survey in December 1993..
 DS1250
 DS1250.The NAVD 88 height was computed by applying the VERTCON shift value to
 DS1250.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DS1250
 DS1250.The Laplace correction was computed from DEFLEC99 derived deflections.
 DS1250
 DS1250.The geoid height was determined by GEOID03.
 DS1250
 DS1250;                    North         East     Units Scale Factor Converg.
 DS1250;SPC NM W     -   268,948.127   915,870.293   MT  1.00000755   +0 30 31.0
 DS1250;SPC NM W     -   882,373.98  3,004,817.79   sFT  1.00000755   +0 30 31.0
 DS1250;SPC NM C     -   268,757.239   438,622.588   MT  0.99994643   -0 21 48.7
 DS1250;SPC NM C     -   881,747.71  1,439,047.61   sFT  0.99994643   -0 21 48.7
 DS1250;UTM  13      - 3,699,714.569   322,417.910   MT  0.99998881   -1 03 08.3
 DS1250
 DS1250!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS1250!SPC NM W     -   0.99977073  x   1.00000755  =   0.99977828
 DS1250!SPC NM C     -   0.99977073  x   0.99994643  =   0.99971718
 DS1250!UTM  13      -   0.99977073  x   0.99998881  =   0.99975955
 DS1250
 DS1250                          SUPERSEDED SURVEY CONTROL
 DS1250
 DS1250  NAD 83(1986)-  33 25 19.60972(N)    106 54 35.97476(W) AD(       ) 2
 DS1250  NAD 27      -  33 25 19.35293(N)    106 54 33.89290(W) AD(       ) 2
 DS1250  NGVD 29 (07/19/86) 1482.7    (m)         4864.     (f) VERT ANG       
 DS1250
 DS1250.Superseded values are not recommended for survey control.
 DS1250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS1250.See file dsdata.txt to determine how the superseded data were derived.
 DS1250
 DS1250_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS2241899715(NAD 83)
 DS1250_MARKER: DD = SURVEY DISK
 DS1250_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS1250_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DS1250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS1250+STABILITY: SURFACE MOTION
 DS1250
 DS1250  HISTORY     - Date     Condition        Report By
 DS1250  HISTORY     - 1966     MONUMENTED       USE
 DS1250
 DS1250                          STATION DESCRIPTION
 DS1250
 DS1250'DESCRIBED BY US ENGINEERS 1966 (JWC)
 DS1250'THE STATION IS ABOUT 28 MILES NORTHEAST OF TRUTH OR CONSEQUENCES,
 DS1250'17-1/4 MILES NORTH-NORTHEAST OF ENGLE, 5-3/4 MILES EAST OF THE
 DS1250'ATCHISON TOPEKA AND SANTA FE RAILROAD, 4 MILES SOUTH OF THE
 DS1250'SIERRA-SOCORRO COUNTY LINE AND ON A LOW, FLAT SAND AND GRASS
 DS1250'COVERED HILL.  IT IS 22 FEET EAST OF THE WITNESS POST.
 DS1250'
 DS1250'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION CHAVEZ,
 DS1250'DISTANCE BEING 25.37 FEET 7.732 METERS NORTHEAST OF STATION
 DS1250'CHAVEZ.  THE MARK IS A STANDARD CORPS OF ENGINEER BRONZE DISK,
 DS1250'STAMPED 5F 105 1947, SET IN THE TOP OF A 6 INCH SQUARE CONCRETE
 DS1250'POST, THAT PROJECTS 12 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS1293 ***********************************************************************
 DS1293  DESIGNATION -  5 F 110
 DS1293  PID         -  DS1293
 DS1293  STATE/COUNTY-  NM/SOCORRO
 DS1293  USGS QUAD   -  LITTLE SAN PASQUAL MOUNTAIN (1982)
 DS1293
 DS1293                         *CURRENT SURVEY CONTROL
 DS1293  ___________________________________________________________________
 DS1293* NAD 83(1992)-  33 43 13.35053(N)    106 51 37.66692(W)     ADJUSTED  
 DS1293* NAVD 88     -      1686.3    (meters)    5532.     (feet)  VERTCON   
 DS1293  ___________________________________________________________________
 DS1293  LAPLACE CORR-           2.46  (seconds)                    DEFLEC99
 DS1293  GEOID HEIGHT-         -22.53  (meters)                     GEOID03
 DS1293
 DS1293  HORZ ORDER  -  SECOND
 DS1293
 DS1293.The horizontal coordinates were established by classical geodetic methods
 DS1293.and adjusted by the National Geodetic Survey in December 1993..
 DS1293
 DS1293.The NAVD 88 height was computed by applying the VERTCON shift value to
 DS1293.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DS1293
 DS1293.The Laplace correction was computed from DEFLEC99 derived deflections.
 DS1293
 DS1293.The geoid height was determined by GEOID03.
 DS1293
 DS1293;                    North         East     Units Scale Factor Converg.
 DS1293;SPC NM C     -   301,808.323   443,423.624   MT  0.99993945   -0 20 20.0
 DS1293;SPC NM C     -   990,182.81  1,454,799.01   sFT  0.99993945   -0 20 20.0
 DS1293;UTM  13      - 3,732,706.450   327,617.643   MT  0.99996635   -1 01 59.1
 DS1293
 DS1293!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS1293!SPC NM C     -   0.99973888  x   0.99993945  =   0.99967834
 DS1293!UTM  13      -   0.99973888  x   0.99996635  =   0.99970524
 DS1293
 DS1293                          SUPERSEDED SURVEY CONTROL
 DS1293
 DS1293  NAD 83(1986)-  33 43 13.35805(N)    106 51 37.66930(W) AD(       ) 2
 DS1293  NAD 27      -  33 43 13.12210(N)    106 51 35.58440(W) AD(       ) 2
 DS1293  NGVD 29 (07/19/86) 1685.6    (m)         5530.     (f) VERT ANG       
 DS1293
 DS1293.Superseded values are not recommended for survey control.
 DS1293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS1293.See file dsdata.txt to determine how the superseded data were derived.
 DS1293
 DS1293_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT2761832706(NAD 83)
 DS1293_MARKER: DS = TRIANGULATION STATION DISK
 DS1293_SETTING: 80 = SET IN A BOULDER
 DS1293_SP_SET: SET IN DRILL HOLE IN A BOULDER
 DS1293_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS1293+STABILITY: SURFACE MOTION
 DS1293
 DS1293  HISTORY     - Date     Condition        Report By
 DS1293  HISTORY     - 1954     MONUMENTED       USE
 DS1293  HISTORY     - 1954     GOOD             CGS
 DS1293
 DS1293                          STATION DESCRIPTION
 DS1293
 DS1293'DESCRIBED BY US ENGINEERS 1954 (WRH)
 DS1293'THE MARK IS A STANDARD BRONZE U.S.E.D. STATION DISK STAMPED
 DS1293'1942 5 F 110 CEMENTED IN A DRILL HOLE IN AN UNBURIED BOULDER
 DS1293'ABOUT 24 INCHES LONG AND 15 INCHES WIDE PROJECTING 10 INCHES
 DS1293'FROM THE GROUND.  IT IS LOCATED 13-3/4 MILES SOUTH OF SAN
 DS1293'ANTONIO AND 4 MILES EAST OF THE VILLAGE OF VAL VERDE ON A
 DS1293'PROMINENT, ISOLATED, ROCKY, PEAK.  IT IS 101.25 METERS,
 DS1293'332.2 FEET FROM TRIANGULATION STATION BEACON N 69 DEG 46 MIN E.
 DS1293'AND DIRECTLY UNDER THE CENTER OF THE
 DS1293'TOWER OF ALBUQUERQUE TO EL PASO AIRWAY BEACON NO. 14.
 DS1293
 DS1293                          STATION RECOVERY (1954)
 DS1293
 DS1293'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (WRH)
 DS1293'THE CENTER OF THE REVOLVING LIGHT OF ALBUQUERQUE TO EL PASO
 DS1293'AIRLWAY BEACON NUMBER 14, LOCATED 13-3/4 MILES SOUTH OF
 DS1293'SAN ANTONIO AND 4 MILES EAST OF THE VILLAGE OF VAL VERDE, ON
 DS1293'A PROMINENT, ISOLATED, ROCKY, PEAK.  THE LIGHT IS SITUATED
 DS1293'ON TOP OF A STRUCTURAL STEEL TOWER 40 FEET IN HEIGHT, PYRAMIDAL
 DS1293'IN SHAPE, WITH SIDES 10 FEET SQUARE AT THE BASE AND HAVING
 DS1293'A RAILED PLATFORM JUST BELOW THE LIGHT AT THE TOP.  IT IS
 DS1293'PAINTED IN ALTERNATE BANDS OF ORANGE AND WHITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS1054 ***********************************************************************
 DS1054  DESIGNATION -  5 F 111
 DS1054  PID         -  DS1054
 DS1054  STATE/COUNTY-  NM/SOCORRO
 DS1054  USGS QUAD   -  INDIAN WELL WILDERNESS (1981)
 DS1054
 DS1054                         *CURRENT SURVEY CONTROL
 DS1054  ___________________________________________________________________
 DS1054* NAD 83(1986)-  33 49 42.     (N)    106 53 04.     (W)     SCALED    
 DS1054* NAVD 88     -      1377.058  (meters)    4517.90   (feet)  ADJUSTED  
 DS1054  ___________________________________________________________________
 DS1054  GEOID HEIGHT-         -22.54  (meters)                     GEOID03
 DS1054  DYNAMIC HT  -        1375.087 (meters)    4511.43  (feet)  COMP
 DS1054  MODELED GRAV-     979,158.0   (mgal)                       NAVD 88
 DS1054
 DS1054  VERT ORDER  -  FIRST     CLASS II
 DS1054
 DS1054.The horizontal coordinates were scaled from a topographic map and have
 DS1054.an estimated accuracy of +/- 6 seconds.
 DS1054
 DS1054.The orthometric height was determined by differential leveling
 DS1054.and adjusted by the National Geodetic Survey in June 1991..
 DS1054
 DS1054.The geoid height was determined by GEOID03.
 DS1054
 DS1054.The dynamic height is computed by dividing the NAVD 88
 DS1054.geopotential number by the normal gravity value computed on the
 DS1054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS1054.degrees latitude (g = 980.6199 gals.).
 DS1054
 DS1054.The modeled gravity was interpolated from observed gravity values.
 DS1054
 DS1054;                    North         East    Units  Estimated Accuracy
 DS1054;SPC NM C     -   313,800.      441,280.      MT  (+/- 180 meters Scaled)
 DS1054
 DS1054                          SUPERSEDED SURVEY CONTROL
 DS1054
 DS1054.No superseded survey control is available for this station.
 DS1054
 DS1054_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT256447(NAD 83)
 DS1054_MARKER: DB = BENCH MARK DISK
 DS1054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS1054_SP_SET: CONCRETE POST
 DS1054_STAMPING: 5 F 111 1947
 DS1054_PROJECTION: PROJECTING 8 CENTIMETERS
 DS1054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS1054+STABILITY: SURFACE MOTION
 DS1054
 DS1054  HISTORY     - Date     Condition        Report By
 DS1054  HISTORY     - 1947     MONUMENTED       USE
 DS1054  HISTORY     - 1980     GOOD             NGS
 DS1054
 DS1054                          STATION DESCRIPTION
 DS1054
 DS1054'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 DS1054'10.5 KM SW FROM SAN ANTONIO.
 DS1054'0.2 KILOMETER (0.1 MILE) EAST ALONG U.S. HIGHWAY 380 FROM THE POST
 DS1054'OFFICE IN SAN ANTONIO, THENCE 10.3 KILOMETERS (6.4 MILES) SOUTH
 DS1054'ALONG STATE HIGHWAY 1, AT THE CROSSING OF THE ATCHISON, TOPEKA AND
 DS1054'SANTA FE RAILROAD, 97.8 METERS (321.0 FEET) NORTHWEST OF THE CENTER
 DS1054'OF THE CROSSING, 43.9 METERS (144.0 FEET) EAST OF A TELEPHONE POLE
 DS1054'NUMBERED 22250 AND 26.8 METERS (88.0 FEET) WEST OF THE CENTER LINE
 DS1054'OF THE HIGHWAY.
 DS1054'THE MARK IS 2.7 METERS  W FROM A WITNESS POST.
 DS1054'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0804 ***********************************************************************
 DS0804  DESIGNATION -  5 F 122
 DS0804  PID         -  DS0804
 DS0804  STATE/COUNTY-  NM/SIERRA
 DS0804  USGS QUAD   -  CROCKER (1980)
 DS0804
 DS0804                         *CURRENT SURVEY CONTROL
 DS0804  ___________________________________________________________________
 DS0804* NAD 83(1986)-  33 21 33.     (N)    107 01 58.     (W)     SCALED    
 DS0804* NAVD 88     -      1433.600  (meters)    4703.40   (feet)  ADJUSTED  
 DS0804  ___________________________________________________________________
 DS0804  GEOID HEIGHT-         -22.88  (meters)                     GEOID03
 DS0804  DYNAMIC HT  -        1431.513 (meters)    4696.56  (feet)  COMP
 DS0804  MODELED GRAV-     979,131.3   (mgal)                       NAVD 88
 DS0804
 DS0804  VERT ORDER  -  FIRST     CLASS II
 DS0804
 DS0804.The horizontal coordinates were scaled from a topographic map and have
 DS0804.an estimated accuracy of +/- 6 seconds.
 DS0804
 DS0804.The orthometric height was determined by differential leveling
 DS0804.and adjusted by the National Geodetic Survey in June 1991..
 DS0804
 DS0804.The geoid height was determined by GEOID03.
 DS0804
 DS0804.The dynamic height is computed by dividing the NAVD 88
 DS0804.geopotential number by the normal gravity value computed on the
 DS0804.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0804.degrees latitude (g = 980.6199 gals.).
 DS0804
 DS0804.The modeled gravity was interpolated from observed gravity values.
 DS0804
 DS0804;                    North         East    Units  Estimated Accuracy
 DS0804;SPC NM W     -   261,870.      904,510.      MT  (+/- 180 meters Scaled)
 DS0804
 DS0804                          SUPERSEDED SURVEY CONTROL
 DS0804
 DS0804  NGVD 29 (??/??/92) 1432.930  (m)         4701.20   (f) ADJ UNCH    1 2
 DS0804
 DS0804.Superseded values are not recommended for survey control.
 DS0804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0804.See file dsdata.txt to determine how the superseded data were derived.
 DS0804
 DS0804_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS108929(NAD 83)
 DS0804_MARKER: DD = SURVEY DISK
 DS0804_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0804_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0804_STAMPING: 5 F 122 1947
 DS0804_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0804+STABILITY: SURFACE MOTION
 DS0804
 DS0804  HISTORY     - Date     Condition        Report By
 DS0804  HISTORY     - 1947     MONUMENTED       AMS
 DS0804  HISTORY     - 1952     GOOD             NGS
 DS0804
 DS0804                          STATION DESCRIPTION
 DS0804
 DS0804'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DS0804'13.0 MI N FROM ENGLE.
 DS0804'13.0 MILES NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD FROM
 DS0804'THE STATION AT ENGLE, 0.2 MILE SOUTH OF MILEPOST 1030, 94 FEET
 DS0804'SOUTHEAST OF THE CENTER OF THE EAST END OF CULVERT 1030-A, 97.6 FEET
 DS0804'EAST OF THE EAST RAIL, 54 FEET WEST OF THE CENTER LINE OF A TRACK
 DS0804'ROAD, 18 FEET SOUTH OF THE CENTER OF A SMALL WASH, 17.6 FEET NORTH OF
 DS0804'A TELEPHONE POLE, IN LINE WITH A ROW OF POLES, 2.2 FEET WEST OF A
 DS0804'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.8
 DS0804'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS1299 ***********************************************************************
 DS1299  DESIGNATION -  5 F 125
 DS1299  PID         -  DS1299
 DS1299  STATE/COUNTY-  NM/SOCORRO
 DS1299  USGS QUAD   -  SAN MARCIAL (1982)
 DS1299
 DS1299                         *CURRENT SURVEY CONTROL
 DS1299  ___________________________________________________________________
 DS1299* NAD 83(1992)-  33 40 19.75182(N)    106 58 41.07223(W)     ADJUSTED  
 DS1299* NAVD 88     -      1497.8    (meters)    4914.     (feet)  VERTCON   
 DS1299  ___________________________________________________________________
 DS1299  LAPLACE CORR-           1.71  (seconds)                    DEFLEC99
 DS1299  GEOID HEIGHT-         -22.73  (meters)                     GEOID03
 DS1299
 DS1299  HORZ ORDER  -  SECOND
 DS1299
 DS1299.The horizontal coordinates were established by classical geodetic methods
 DS1299.and adjusted by the National Geodetic Survey in December 1993..
 DS1299
 DS1299.The NAVD 88 height was computed by applying the VERTCON shift value to
 DS1299.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DS1299
 DS1299.The Laplace correction was computed from DEFLEC99 derived deflections.
 DS1299
 DS1299.The geoid height was determined by GEOID03.
 DS1299
 DS1299;                    North         East     Units Scale Factor Converg.
 DS1299;SPC NM C     -   296,530.758   432,485.632   MT  0.99995618   -0 24 13.3
 DS1299;SPC NM C     -   972,868.00  1,418,913.28   sFT  0.99995618   -0 24 13.3
 DS1299;UTM  13      - 3,727,561.489   316,616.082   MT  1.00001461   -1 05 49.3
 DS1299
 DS1299!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS1299!SPC NM C     -   0.99976849  x   0.99995618  =   0.99972468
 DS1299!UTM  13      -   0.99976849  x   1.00001461  =   0.99978309
 DS1299
 DS1299|---------------------------------------------------------------------|
 DS1299| PID    Reference Object                     Distance      Geod. Az  |
 DS1299|                                                           dddmmss.s |
 DS1299| CD1476 5 F 125 RM 1                          3.530 METERS 05711     |
 DS1299| CD1475 5 F 125 AZ MK                                      1790623.0 |
 DS1299| CD1477 5 F 125 RM 2                          6.475 METERS 34238     |
 DS1299|---------------------------------------------------------------------|
 DS1299
 DS1299                          SUPERSEDED SURVEY CONTROL
 DS1299
 DS1299  NAD 83(1986)-  33 40 19.75932(N)    106 58 41.07461(W) AD(       ) 2
 DS1299  NAD 27      -  33 40 19.52800(N)    106 58 38.96240(W) AD(       ) 2
 DS1299  NGVD 29 (07/19/86) 1497.1    (m)         4912.     (f) VERT ANG       
 DS1299
 DS1299.Superseded values are not recommended for survey control.
 DS1299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS1299.See file dsdata.txt to determine how the superseded data were derived.
 DS1299
 DS1299_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT1661627561(NAD 83)
 DS1299_MARKER: DS = TRIANGULATION STATION DISK
 DS1299_SETTING: 66 = SET IN ROCK OUTCROP
 DS1299
 DS1299  HISTORY     - Date     Condition        Report By
 DS1299  HISTORY     - 1954     MONUMENTED       USE
 DS1299
 DS1299                          STATION DESCRIPTION
 DS1299
 DS1299'DESCRIBED BY US ENGINEERS 1954 (WRH)
 DS1299'STATION IS LOCATED, AIRLINE, ABOUT 18 MILES SOUTH SOUTHWEST OF
 DS1299'SAN ANTONIO, 4 MILES SOUTHWEST OF THE ABANDONED VILLAGE OF VAL
 DS1299'VERDE, 4 MILES SOUTHEAST OF U.S. HIGHWAY 85 AND ON THE HIGHEST
 DS1299'POINT OF A VERY PROMINENT MESA ON THE EAST SIDE OF THE RIO GRANDE
 DS1299'RIVER.
 DS1299'
 DS1299'STATION IS REACHED AS FOLLOWS--FROM THE JUNCTION OF U.S. HIGHWAYS
 DS1299'380 AND 85 IN SAN ANTONIO, GO EAST ON U.S. HIGHWAY 380 FOR 1.4
 DS1299'MILES.  TURN RIGHT, SOUTH, ACROSS A CATTLE GUARD AND GO 0.4 MILE
 DS1299'TO A FORK.  TAKE THE LEFT FORK AND FOLLOW THE MAIN TRAVELED
 DS1299'ROAD, DISREGARDING ALL RIGHT HAND ROADS WHICH LEAD TO THE RIVER,
 DS1299'PASSING THROUGH SEVERAL WIRE GATES AND CATTLE GUARDS, FOR 17.3
 DS1299'MILES TO THE RUINS OF AN OLD CHURCH AT THE SOUTH END OF THE
 DS1299'ABANDONED VILLAGE OF VAL VERDE AND A FORK.  TAKE THE LEFT FORK
 DS1299'AND GO 0.2 MILE.  PASS THROUGH A BOARD GATE AND CONTINUE FOR
 DS1299'2.0 MILES TO A FORK.  TAKE THE RIGHT FORK AND GO SOUTHWESTERLY
 DS1299'FOR 3.2 MILES TO A RANCH HOUSE.  GO AROUND THE SOUTH AND WEST
 DS1299'SIDE OF THE RANCH HOUSE, PASS THROUGH A WIRE GATE NORTHWEST OF
 DS1299'THE HOUSE AND TAKE A TRACK ROAD NORTHWESTERLY FOR 0.5 MILE TO A
 DS1299'FORK.  TAKE THE LEFT FORK AND GO 0.1 MILE.  TAKE THE LEFT FORK
 DS1299'AND GO 0.6 MILE TO THE TOP OF THE MESA.  THE STATION IS ON
 DS1299'THE HIGHEST POINT VISIBLE TO THE NORTH NORTHWEST.  FOLLOW THE
 DS1299'DIM TRACK ROAD TOWARD THE STATION HILL FOR 0.6 MILE TO A
 DS1299'TELEPHONE LINE.  TURN LEFT ALONG THE TELEPHONE LINE AND GO 0.7
 DS1299'MILE TO A TURN IN THE LINE AND THE AZIMUTH MARK ON THE LEFT
 DS1299'AT A TWO FOOT CAIRN.  CONTINUE ALONG THE TELEPHONE LINE FOR 0.3
 DS1299'MILE, TURN RIGHT OFF THE ROAD AND GO 0.2 MILE TO THE HIGHEST
 DS1299'POINT AND THE STATION.  NOTE--A FOUR WHEEL DRIVE VEHICLE IS
 DS1299'NEEDED TO DRIVE TO THE STATION.
 DS1299'
 DS1299'STATION MARK, STAMPED 5F 125 1942, IS A BRONZE USED DISK CEMENTED
 DS1299'IN A DRILL HOLE IN LAVA BEDROCK THAT PROJECTS 12 INCHES.  IT IS
 DS1299'ON THE HIGHEST ROCK OUTCROP ON THE HILL.
 DS1299'
 DS1299'REFERENCE MARK NUMBER 1, STAMPED 5F 125 USED NO 1 1954, IS A
 DS1299'STANDARD USC AND GS DISK CEMENTED IN A DRILL HOLE IN LAVA BEDROCK
 DS1299'THAT PROJECTS 12 INCHES AND IS AT ABOUT THE SAME ELEVATION AS
 DS1299'THE STATION.  IT IS ON THE EDGE OF A 6 FOOT DROP OFF TO THE WEST.
 DS1299'
 DS1299'REFERENCE MARK NUMBER 2, STAMPED 5F 125 USED NO 2 1954, IS A
 DS1299'STANDARD USC AND GS DISK CEMENTED IN A DRILL HOLE IN LAVA BEDROCK
 DS1299'THAT PROJECTS 2 INCHES AND IS ABOUT 12 INCHES LOWER THAN THE STATION.
 DS1299'
 DS1299'AZIMUTH MARK, STAMPED 5F 125 USED 1954, IS A STANDARD USC AND
 DS1299'GS DISK CEMENTED IN A DRILL HOLE IN A LAVA BOULDER THAT PROJECTS
 DS1299'12 INCHES.  IT IS 54.0 FEET SOUTH OF THE TELEPHONE LINE BETWEEN
 DS1299'POLES 26968 AND 26969 AND 3.0 FEET NORTH OF A 2 FOOT CAIRN.
 DS1299'
 DS1299'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0231 ***********************************************************************
 CW0231  DESIGNATION -  5 H
 CW0231  PID         -  CW0231
 CW0231  STATE/COUNTY-  NM/EDDY
 CW0231  USGS QUAD   -  KITCHEN COVE (1985)
 CW0231
 CW0231                         *CURRENT SURVEY CONTROL
 CW0231  ___________________________________________________________________
 CW0231* NAD 83(1986)-  32 19 38.     (N)    104 16 08.     (W)     SCALED    
 CW0231* NAVD 88     -       999.095  (meters)    3277.86   (feet)  POSTED    
 CW0231  ___________________________________________________________________
 CW0231  GEOID HEIGHT-         -24.40  (meters)                     GEOID03
 CW0231  DYNAMIC HT  -         997.660 (meters)    3273.16  (feet)  COMP
 CW0231  MODELED GRAV-     979,165.2   (mgal)                       NAVD 88
 CW0231
 CW0231  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 CW0231
 CW0231.This mark is at Cavern City Air Terminal Airport (CNM)
 CW0231
 CW0231.The horizontal coordinates were scaled from a topographic map and have
 CW0231.an estimated accuracy of +/- 6 seconds.
 CW0231
 CW0231.The orthometric height was determined by differential leveling
 CW0231.and adjusted by the National Geodetic Survey in 1992..
 CW0231.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 CW0231.rate of 0.0 thru 1.0 mm/km.
 CW0231
 CW0231.The geoid height was determined by GEOID03.
 CW0231
 CW0231.The dynamic height is computed by dividing the NAVD 88
 CW0231.geopotential number by the normal gravity value computed on the
 CW0231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0231.degrees latitude (g = 980.6199 gals.).
 CW0231
 CW0231.The modeled gravity was interpolated from observed gravity values.
 CW0231
 CW0231;                    North         East    Units  Estimated Accuracy
 CW0231;SPC NM E     -   147,150.      171,070.      MT  (+/- 180 meters Scaled)
 CW0231
 CW0231                          SUPERSEDED SURVEY CONTROL
 CW0231
 CW0231  NGVD 29 (??/??/92)  998.60   (m)         3276.2    (f) COMPUTED    1 2
 CW0231
 CW0231.Superseded values are not recommended for survey control.
 CW0231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0231.See file dsdata.txt to determine how the superseded data were derived.
 CW0231
 CW0231_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SER688769(NAD 83)
 CW0231_MARKER: DB = BENCH MARK DISK
 CW0231_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CW0231_SP_SET: RUNWAY
 CW0231_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CW0231
 CW0231  HISTORY     - Date     Condition        Report By
 CW0231  HISTORY     - UNK      MONUMENTED       CGS
 CW0231  HISTORY     - 1945     GOOD             NGS
 CW0231
 CW0231                          STATION DESCRIPTION
 CW0231
 CW0231'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 CW0231'7.2 MI SW FROM CARLSBAD.
 CW0231'AT THE CARLSBAD ARMY AIR FIELD, ON THE NORTHEAST-SOUTHWEST RUNWAY, AT
 CW0231'THE SOUTHWEST END, ON THE CENTER-LINE.  THIS IS THE HIGHEAST POINT OF
 CW0231'ALL THE RUNWAYS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0659 ***********************************************************************
 CV0659  DESIGNATION -  5 RDS
 CV0659  PID         -  CV0659
 CV0659  STATE/COUNTY-  NM/LEA
 CV0659  USGS QUAD   -  OIL CENTER (1984)
 CV0659
 CV0659                         *CURRENT SURVEY CONTROL
 CV0659  ___________________________________________________________________
 CV0659* NAD 83(1986)-  32 23 55.     (N)    103 16 53.     (W)     SCALED    
 CV0659* NAVD 88     -      1090.959  (meters)    3579.25   (feet)  ADJUSTED  
 CV0659  ___________________________________________________________________
 CV0659  GEOID HEIGHT-         -22.73  (meters)                     GEOID03
 CV0659  DYNAMIC HT  -        1089.433 (meters)    3574.25  (feet)  COMP
 CV0659  MODELED GRAV-     979,202.0   (mgal)                       NAVD 88
 CV0659
 CV0659  VERT ORDER  -  FIRST     CLASS I
 CV0659
 CV0659.The horizontal coordinates were scaled from a topographic map and have
 CV0659.an estimated accuracy of +/- 6 seconds.
 CV0659
 CV0659.The orthometric height was determined by differential leveling
 CV0659.and adjusted by the National Geodetic Survey in June 1991..
 CV0659
 CV0659.The geoid height was determined by GEOID03.
 CV0659
 CV0659.The dynamic height is computed by dividing the NAVD 88
 CV0659.geopotential number by the normal gravity value computed on the
 CV0659.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0659.degrees latitude (g = 980.6199 gals.).
 CV0659
 CV0659.The modeled gravity was interpolated from observed gravity values.
 CV0659
 CV0659;                    North         East    Units  Estimated Accuracy
 CV0659;SPC NM E     -   155,550.      263,960.      MT  (+/- 180 meters Scaled)
 CV0659
 CV0659                          SUPERSEDED SURVEY CONTROL
 CV0659
 CV0659  NGVD 29 (??/??/92) 1090.505  (m)         3577.77   (f) ADJ UNCH    1 1
 CV0659
 CV0659.Superseded values are not recommended for survey control.
 CV0659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0659.See file dsdata.txt to determine how the superseded data were derived.
 CV0659
 CV0659_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFR616859(NAD 83)
 CV0659_MARKER: DB = BENCH MARK DISK
 CV0659_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0659_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CV0659_STAMPING: 3578 5 RDS 1956
 CV0659_MARK LOGO: USGS  
 CV0659_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CV0659+STABILITY: SURFACE MOTION
 CV0659
 CV0659  HISTORY     - Date     Condition        Report By
 CV0659  HISTORY     - 1956     MONUMENTED       USGS
 CV0659  HISTORY     - 1977     GOOD             NGS
 CV0659  HISTORY     - 1982     GOOD             NGS
 CV0659
 CV0659                          STATION DESCRIPTION
 CV0659
 CV0659'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CV0659'9.55 MI SW FROM EUNICE.
 CV0659'2.5 MILES SOUTH ALONG STATE HIGHWAY LOOP 18 FROM THE JUNCTION OF
 CV0659'STATE HIGHWAY 8 AND 176 (TEXAS AVENUE) AT EUNICE, THENCE 7.05 MILES
 CV0659'WEST ALONG A PAVED ROAD LOCALLY KNOWN AS THE DELAWARE BASIN ROAD,
 CV0659'0.15 MILE EAST OF AN ABANDONED REFINERY BUILDING, AT THE CROSSING
 CV0659'OF A GRAVEL ROAD, 100.5 FT. SOUTH OF THE CENTER LINE OF THE
 CV0659'ROAD, 49 FT. WEST OF THE CENTER LINE OF THE GRAVEL ROAD, 58 FT.
 CV0659'SOUTH SOUTHEAST OF A 6 INCH ROUND WOODEN POLE USED AS A MARKER
 CV0659'FOR AN UNDERGROUND TELEPHONE CABLE, 3 FT. NORTHWEST OF A STEEL
 CV0659'FENCE CORNER POST WITH THE LETTERS B.M. PAINTED ON IT.
 CV0659
 CV0659                          STATION RECOVERY (1982)
 CV0659
 CV0659'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CV0659'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0145 ***********************************************************************
 DR0145  DESIGNATION -  5 X 2
 DR0145  PID         -  DR0145
 DR0145  STATE/COUNTY-  NM/CHAVES
 DR0145  USGS QUAD   -  HAGERMAN (1975)
 DR0145
 DR0145                         *CURRENT SURVEY CONTROL
 DR0145  ___________________________________________________________________
 DR0145* NAD 83(1986)-  33 00 16.     (N)    104 20 33.     (W)     SCALED    
 DR0145* NAVD 88     -      1028.712  (meters)    3375.03   (feet)  ADJUSTED  
 DR0145  ___________________________________________________________________
 DR0145  GEOID HEIGHT-         -23.11  (meters)                     GEOID03
 DR0145  DYNAMIC HT  -        1027.299 (meters)    3370.40  (feet)  COMP
 DR0145  MODELED GRAV-     979,229.8   (mgal)                       NAVD 88
 DR0145
 DR0145  VERT ORDER  -  SECOND    CLASS 0
 DR0145
 DR0145.The horizontal coordinates were scaled from a topographic map and have
 DR0145.an estimated accuracy of +/- 6 seconds.
 DR0145
 DR0145.The orthometric height was determined by differential leveling
 DR0145.and adjusted by the National Geodetic Survey in June 1991..
 DR0145
 DR0145.The geoid height was determined by GEOID03.
 DR0145
 DR0145.The dynamic height is computed by dividing the NAVD 88
 DR0145.geopotential number by the normal gravity value computed on the
 DR0145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0145.degrees latitude (g = 980.6199 gals.).
 DR0145
 DR0145.The modeled gravity was interpolated from observed gravity values.
 DR0145
 DR0145;                    North         East    Units  Estimated Accuracy
 DR0145;SPC NM E     -   222,250.      164,140.      MT  (+/- 180 meters Scaled)
 DR0145
 DR0145                          SUPERSEDED SURVEY CONTROL
 DR0145
 DR0145  NGVD 29 (??/??/92) 1028.180  (m)         3373.29   (f) ADJ UNCH    2 0
 DR0145
 DR0145.Superseded values are not recommended for survey control.
 DR0145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0145.See file dsdata.txt to determine how the superseded data were derived.
 DR0145
 DR0145_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES614519(NAD 83)
 DR0145_MARKER: DD = SURVEY DISK
 DR0145_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR0145_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DR0145_STAMPING: 5 X 2
 DR0145_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR0145+STABILITY: SURFACE MOTION
 DR0145
 DR0145  HISTORY     - Date     Condition        Report By
 DR0145  HISTORY     - UNK      MONUMENTED       DOD
 DR0145  HISTORY     - 1961     GOOD             NGS
 DR0145
 DR0145                          STATION DESCRIPTION
 DR0145
 DR0145'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 DR0145'2.15 MI E FROM LAKE ARTHUR.
 DR0145'0.4 MILE NORTH ALONG A PAVED STREET FROM THE POST OFFICE AT LAKE
 DR0145'ARTHUR, THENCE 1.45 MILES EAST ALONG A PAVED ROAD, THENCE 0.3 MILE
 DR0145'NORTH ALONG A PAVED ROAD, 130 FEET SOUTH OF THE SILO, 60 FEET EAST OF
 DR0145'A ROAD, SET IN TOP OF A SQUARE CONCRETE POST PROJECTING 1 INCH ABOVE
 DR0145'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1159 ***********************************************************************
 CX1159  DESIGNATION -  50 C
 CX1159  PID         -  CX1159
 CX1159  STATE/COUNTY-  NM/SIERRA
 CX1159  USGS QUAD   -  HILLSBORO (1985)
 CX1159
 CX1159                         *CURRENT SURVEY CONTROL
 CX1159  ___________________________________________________________________
 CX1159* NAD 83(1986)-  32 55 01.     (N)    107 36 18.     (W)     SCALED    
 CX1159* NAVD 88     -      1671.863  (meters)    5485.10   (feet)  ADJUSTED  
 CX1159  ___________________________________________________________________
 CX1159  GEOID HEIGHT-         -23.11  (meters)                     GEOID03
 CX1159  DYNAMIC HT  -        1669.303 (meters)    5476.70  (feet)  COMP
 CX1159  MODELED GRAV-     979,047.4   (mgal)                       NAVD 88
 CX1159
 CX1159  VERT ORDER  -  SECOND    CLASS 0
 CX1159
 CX1159.The horizontal coordinates were scaled from a topographic map and have
 CX1159.an estimated accuracy of +/- 6 seconds.
 CX1159
 CX1159.The orthometric height was determined by differential leveling
 CX1159.and adjusted by the National Geodetic Survey in June 1991..
 CX1159
 CX1159.The geoid height was determined by GEOID03.
 CX1159
 CX1159.The dynamic height is computed by dividing the NAVD 88
 CX1159.geopotential number by the normal gravity value computed on the
 CX1159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX1159.degrees latitude (g = 980.6199 gals.).
 CX1159
 CX1159.The modeled gravity was interpolated from observed gravity values.
 CX1159
 CX1159;                    North         East    Units  Estimated Accuracy
 CX1159;SPC NM W     -   212,570.      851,360.      MT  (+/- 180 meters Scaled)
 CX1159
 CX1159                          SUPERSEDED SURVEY CONTROL
 CX1159
 CX1159  NGVD 29 (??/??/92) 1671.085  (m)         5482.55   (f) ADJ UNCH    2 0
 CX1159
 CX1159.Superseded values are not recommended for survey control.
 CX1159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1159.See file dsdata.txt to determine how the superseded data were derived.
 CX1159
 CX1159_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBS563450(NAD 83)
 CX1159_MARKER: DD = SURVEY DISK
 CX1159_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CX1159_SP_SET: BRIDGE
 CX1159_STAMPING: 5483 50 C 1934
 CX1159_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CX1159
 CX1159  HISTORY     - Date     Condition        Report By
 CX1159  HISTORY     - 1934     MONUMENTED       USGS
 CX1159  HISTORY     - 1953     GOOD             NGS
 CX1159
 CX1159                          STATION DESCRIPTION
 CX1159
 CX1159'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CX1159'2.1 MI W FROM HILLSBORO.
 CX1159'2.1 MILES WEST ALONG NEW MEXICO STATE HIGHWAY 180 FROM THE POST OFFICE
 CX1159'AT HILLSBORO, AT A STEEL BRIDGE OVER A ROCKY GORGE CALLED PERCHA
 CX1159'CREEK, 11 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, AND SET IN
 CX1159'THE TOP OF THE SOUTH CORNER OF THE NORTHWEST WINGWALL OF THE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0601 ***********************************************************************
 DR0601  DESIGNATION -  500+00
 DR0601  PID         -  DR0601
 DR0601  STATE/COUNTY-  NM/LINCOLN
 DR0601  USGS QUAD   -  RUIDOSO DOWNS (1963)
 DR0601
 DR0601                         *CURRENT SURVEY CONTROL
 DR0601  ___________________________________________________________________
 DR0601* NAD 83(1986)-  33 22 28.     (N)    105 31 10.     (W)     SCALED    
 DR0601* NAVD 88     -      1840.095  (meters)    6037.05   (feet)  ADJUSTED  
 DR0601  ___________________________________________________________________
 DR0601  GEOID HEIGHT-         -19.63  (meters)                     GEOID03
 DR0601  DYNAMIC HT  -        1837.357 (meters)    6028.06  (feet)  COMP
 DR0601  MODELED GRAV-     979,082.8   (mgal)                       NAVD 88
 DR0601
 DR0601  VERT ORDER  -  FIRST     CLASS II
 DR0601
 DR0601.The horizontal coordinates were scaled from a topographic map and have
 DR0601.an estimated accuracy of +/- 6 seconds.
 DR0601
 DR0601.The orthometric height was determined by differential leveling
 DR0601.and adjusted by the National Geodetic Survey in June 1991..
 DR0601
 DR0601.The geoid height was determined by GEOID03.
 DR0601
 DR0601.The dynamic height is computed by dividing the NAVD 88
 DR0601.geopotential number by the normal gravity value computed on the
 DR0601.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0601.degrees latitude (g = 980.6199 gals.).
 DR0601
 DR0601.The modeled gravity was interpolated from observed gravity values.
 DR0601
 DR0601;                    North         East    Units  Estimated Accuracy
 DR0601;SPC NM C     -   263,520.      567,980.      MT  (+/- 180 meters Scaled)
 DR0601
 DR0601                          SUPERSEDED SURVEY CONTROL
 DR0601
 DR0601  NGVD 29 (??/??/92) 1839.410  (m)         6034.80   (f) ADJ UNCH    1 2
 DR0601
 DR0601.Superseded values are not recommended for survey control.
 DR0601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0601.See file dsdata.txt to determine how the superseded data were derived.
 DR0601
 DR0601_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDS516929(NAD 83)
 DR0601_MARKER: DD = SURVEY DISK
 DR0601_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DR0601_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DR0601_STAMPING: 500+00
 DR0601_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR0601
 DR0601  HISTORY     - Date     Condition        Report By
 DR0601  HISTORY     - UNK      MONUMENTED       BPR
 DR0601  HISTORY     - 1934     MARK NOT FOUND   NGS
 DR0601
 DR0601                          STATION DESCRIPTION
 DR0601
 DR0601'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DR0601'16.4 MI W FROM HONDO.
 DR0601'16.4 MILES WEST ALONG U.S. HIGHWAY 70 FROM THE GENERAL STORE AT HONDO,
 DR0601'LINCOLN COUNTY, AT STATION 500+00, 160 FEET EAST OF THE WHITE MOUNTAIN
 DR0601'VEGETABLE STAND, AND 50 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY. A
 DR0601'UNITED STATES BUREAU OF PUBLIC ROADS STANDARD CAP, STAMPED 500+00 AND
 DR0601'FASTENED ON THE TOP OF AN IRON PIPE SET IN CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0548 ***********************************************************************
 DT0548  DESIGNATION -  5012.16
 DT0548  PID         -  DT0548
 DT0548  STATE/COUNTY-  NM/CATRON
 DT0548  USGS QUAD   -  MOON RANCH (1965)
 DT0548
 DT0548                         *CURRENT SURVEY CONTROL
 DT0548  ___________________________________________________________________
 DT0548* NAD 83(1986)-  33 13 54.     (N)    108 51 30.     (W)     SCALED    
 DT0548* NAVD 88     -      1528.598  (meters)    5015.08   (feet)  ADJUSTED  
 DT0548  ___________________________________________________________________
 DT0548  GEOID HEIGHT-         -24.27  (meters)                     GEOID03
 DT0548  DYNAMIC HT  -        1526.265 (meters)    5007.42  (feet)  COMP
 DT0548  MODELED GRAV-     979,058.3   (mgal)                       NAVD 88
 DT0548
 DT0548  VERT ORDER  -  FIRST     CLASS II
 DT0548
 DT0548.The horizontal coordinates were scaled from a topographic map and have
 DT0548.an estimated accuracy of +/- 6 seconds.
 DT0548
 DT0548.The orthometric height was determined by differential leveling
 DT0548.and adjusted by the National Geodetic Survey in June 1991..
 DT0548
 DT0548.The geoid height was determined by GEOID03.
 DT0548
 DT0548.The dynamic height is computed by dividing the NAVD 88
 DT0548.geopotential number by the normal gravity value computed on the
 DT0548.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0548.degrees latitude (g = 980.6199 gals.).
 DT0548
 DT0548.The modeled gravity was interpolated from observed gravity values.
 DT0548
 DT0548;                    North         East    Units  Estimated Accuracy
 DT0548;SPC NM W     -   247,920.      734,470.      MT  (+/- 180 meters Scaled)
 DT0548
 DT0548                          SUPERSEDED SURVEY CONTROL
 DT0548
 DT0548.No superseded survey control is available for this station.
 DT0548
 DT0548_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB995790(NAD 83)
 DT0548_MARKER: DB = BENCH MARK DISK
 DT0548_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DT0548_SP_SET: CONCRETE HEADWALL
 DT0548_STAMPING: 55 5012.16
 DT0548_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DT0548+STABILITY: SURFACE MOTION
 DT0548
 DT0548  HISTORY     - Date     Condition        Report By
 DT0548  HISTORY     - 1955     MONUMENTED       BPR
 DT0548  HISTORY     - 1980     GOOD             NGS
 DT0548
 DT0548                          STATION DESCRIPTION
 DT0548
 DT0548'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 DT0548'12.1 KM SOUTH FROM GLENWOOD.
 DT0548'12.1 KILOMETERS (7.5 MILES) SOUTH ALONG U. S. HIGHWAY 180 FROM THE
 DT0548'POST OFFICE IN GLENWOOD, IN TOP OF THE NORTHWEST END OF THE
 DT0548'SOUTHWEST HEADWALL OF A CONCRETE CULVERT SETTING ON BEDROCK.
 DT0548'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0112 ***********************************************************************
 DT0112  DESIGNATION -  5012.47
 DT0112  PID         -  DT0112
 DT0112  STATE/COUNTY-  NM/CATRON
 DT0112  USGS QUAD   -  ALMA (1963)
 DT0112
 DT0112                         *CURRENT SURVEY CONTROL
 DT0112  ___________________________________________________________________
 DT0112* NAD 83(1986)-  33 22 56.     (N)    108 52 38.     (W)     SCALED    
 DT0112* NAVD 88     -      1528.168  (meters)    5013.66   (feet)  ADJUSTED  
 DT0112  ___________________________________________________________________
 DT0112  GEOID HEIGHT-         -23.87  (meters)                     GEOID03
 DT0112  DYNAMIC HT  -        1525.850 (meters)    5006.06  (feet)  COMP
 DT0112  MODELED GRAV-     979,067.7   (mgal)                       NAVD 88
 DT0112
 DT0112  VERT ORDER  -  FIRST     CLASS II
 DT0112
 DT0112.The horizontal coordinates were scaled from a topographic map and have
 DT0112.an estimated accuracy of +/- 6 seconds.
 DT0112
 DT0112.The orthometric height was determined by differential leveling
 DT0112.and adjusted by the National Geodetic Survey in June 1991..
 DT0112
 DT0112.The geoid height was determined by GEOID03.
 DT0112
 DT0112.The dynamic height is computed by dividing the NAVD 88
 DT0112.geopotential number by the normal gravity value computed on the
 DT0112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0112.degrees latitude (g = 980.6199 gals.).
 DT0112
 DT0112.The modeled gravity was interpolated from observed gravity values.
 DT0112
 DT0112;                    North         East    Units  Estimated Accuracy
 DT0112;SPC NM W     -   264,630.      732,870.      MT  (+/- 180 meters Scaled)
 DT0112
 DT0112                          SUPERSEDED SURVEY CONTROL
 DT0112
 DT0112  NGVD 29 (??/??/92) 1527.329  (m)         5010.91   (f) ADJ UNCH    1 2
 DT0112
 DT0112.Superseded values are not recommended for survey control.
 DT0112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0112.See file dsdata.txt to determine how the superseded data were derived.
 DT0112
 DT0112_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB974956(NAD 83)
 DT0112_MARKER: DD = SURVEY DISK
 DT0112_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DT0112_SP_SET: BALUSTRADE
 DT0112_STAMPING: 5012.47-1929
 DT0112_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DT0112
 DT0112  HISTORY     - Date     Condition        Report By
 DT0112  HISTORY     - 1929     MONUMENTED       BPR
 DT0112  HISTORY     - 1934     GOOD             NGS
 DT0112  HISTORY     - 1980     MARK NOT FOUND   NGS
 DT0112
 DT0112                          STATION DESCRIPTION
 DT0112
 DT0112'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DT0112'5.8 MI N FROM GLENWOOD.
 DT0112'5.8 MI NORTH OF THE POST OFFICE, ALONG STATE HWY NO. 11. ON STATE HWY
 DT0112'NO.11, IN A REINFORCED CONCRETE BRIDGE OVER MINERAL CREEK.  ABOUT 6.6
 DT0112'MI SOUTH OF THE SAN FRANCISCO RIVER BRIDGE. IN TOP OF THE EAST
 DT0112'BALUSTRADE AT THE NORTH END OF THE BRIDGE.
 DT0112
 DT0112                          STATION RECOVERY (1980)
 DT0112
 DT0112'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DT0112'THE BRIDGE HAS BEEN DESTROYED AND A NEW BRIDGE IS NOW AT THIS
 DT0112'LOCATION.  THE MARK SHOULD BE CONSIDERED DESTROYED EVEN THOUGH THE
 DT0112'DISK WAS NOT RECOVERED AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0254 ***********************************************************************
 FO0254  DESIGNATION -  5012.53
 FO0254  PID         -  FO0254
 FO0254  STATE/COUNTY-  NM/BERNALILLO
 FO0254  USGS QUAD   -  LOS GRIEGOS (1990)
 FO0254
 FO0254                         *CURRENT SURVEY CONTROL
 FO0254  ___________________________________________________________________
 FO0254* NAD 83(1986)-  35 12 07.     (N)    106 38 44.     (W)     SCALED    
 FO0254* NAVD 88     -      1528.579  (meters)    5015.01   (feet)  ADJUSTED  
 FO0254  ___________________________________________________________________
 FO0254  GEOID HEIGHT-         -21.20  (meters)                     GEOID03
 FO0254  DYNAMIC HT  -        1526.501 (meters)    5008.20  (feet)  COMP
 FO0254  MODELED GRAV-     979,222.5   (mgal)                       NAVD 88
 FO0254
 FO0254  VERT ORDER  -  FIRST     CLASS II
 FO0254
 FO0254.The horizontal coordinates were scaled from a topographic map and have
 FO0254.an estimated accuracy of +/- 6 seconds.
 FO0254
 FO0254.The orthometric height was determined by differential leveling
 FO0254.and adjusted by the National Geodetic Survey in June 1991..
 FO0254
 FO0254.The geoid height was determined by GEOID03.
 FO0254
 FO0254.The dynamic height is computed by dividing the NAVD 88
 FO0254.geopotential number by the normal gravity value computed on the
 FO0254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0254.degrees latitude (g = 980.6199 gals.).
 FO0254
 FO0254.The modeled gravity was interpolated from observed gravity values.
 FO0254
 FO0254;                    North         East    Units  Estimated Accuracy
 FO0254;SPC NM C     -   466,050.      463,980.      MT  (+/- 180 meters Scaled)
 FO0254
 FO0254                          SUPERSEDED SURVEY CONTROL
 FO0254
 FO0254  NGVD 29 (??/??/92) 1527.744  (m)         5012.27   (f) ADJ UNCH    1 2
 FO0254
 FO0254.Superseded values are not recommended for survey control.
 FO0254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0254.See file dsdata.txt to determine how the superseded data were derived.
 FO0254
 FO0254_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU502966(NAD 83)
 FO0254_MARKER: DD = SURVEY DISK
 FO0254_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FO0254_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FO0254_STAMPING: 5012.53 1931
 FO0254_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO0254+STABILITY: SURFACE MOTION
 FO0254
 FO0254  HISTORY     - Date     Condition        Report By
 FO0254  HISTORY     - 1931     MONUMENTED       MRGCD
 FO0254  HISTORY     - 1951     GOOD             NGS
 FO0254  HISTORY     - 1984     MARK NOT FOUND   NGS
 FO0254
 FO0254                          STATION DESCRIPTION
 FO0254
 FO0254'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 FO0254'2.0 MI W FROM ALAMEDA.
 FO0254'0.1 MILE NORTH ALONG U.S. HIGHWAY 85 FROM THE POST OFFICE AT ALAMEDA,
 FO0254'THENCE 1.9 MILES WEST ALONG AN OILED ROAD, 0.35 MILE WEST OF A BRIDGE
 FO0254'OVER THE RIO GRANDE RIVER, 95 FEET SOUTH OF THE CENTER OF A JUNCTION
 FO0254'WITH A GRAVELED ROAD LEADING SOUTHWEST, 24 FEET SOUTH OF THE CENTER OF
 FO0254'A CATTLE GUARD, 12 FEET SOUTHEAST OF THE CENTER LINE OF THE GRAVELED
 FO0254'ROAD, 2.5 FEET SOUTH OF A TELEPHONE POLE, 1.5 FEET NORTH OF A FENCE
 FO0254'CORNER, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT
 FO0254'ABOVE THE GROUND.
 FO0254
 FO0254                          STATION RECOVERY (1984)
 FO0254
 FO0254'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FO0254'NOTE=THERE HAS BEEN ROAD CONSTRUCTION AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0269 ***********************************************************************
 FO0269  DESIGNATION -  5016.74
 FO0269  PID         -  FO0269
 FO0269  STATE/COUNTY-  NM/SANDOVAL
 FO0269  USGS QUAD   -  ALAMEDA (1990)
 FO0269
 FO0269                         *CURRENT SURVEY CONTROL
 FO0269  ___________________________________________________________________
 FO0269* NAD 83(1986)-  35 14 13.     (N)    106 34 53.     (W)     SCALED    
 FO0269* NAVD 88     -      1529.823  (meters)    5019.09   (feet)  POSTED    
 FO0269  ___________________________________________________________________
 FO0269  GEOID HEIGHT-         -20.89  (meters)                     GEOID03
 FO0269  DYNAMIC HT  -        1527.760 (meters)    5012.33  (feet)  COMP
 FO0269  MODELED GRAV-     979,235.2   (mgal)                       NAVD 88
 FO0269
 FO0269  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 FO0269
 FO0269.The horizontal coordinates were scaled from a topographic map and have
 FO0269.an estimated accuracy of +/- 6 seconds.
 FO0269
 FO0269.The orthometric height was determined by differential leveling
 FO0269.and adjusted by the National Geodetic Survey in 1992..
 FO0269.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 FO0269.rate of 3.1 thru 4.0 mm/km.
 FO0269
 FO0269.The geoid height was determined by GEOID03.
 FO0269
 FO0269.The dynamic height is computed by dividing the NAVD 88
 FO0269.geopotential number by the normal gravity value computed on the
 FO0269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0269.degrees latitude (g = 980.6199 gals.).
 FO0269
 FO0269.The modeled gravity was interpolated from observed gravity values.
 FO0269
 FO0269;                    North         East    Units  Estimated Accuracy
 FO0269;SPC NM C     -   469,910.      469,840.      MT  (+/- 180 meters Scaled)
 FO0269
 FO0269                          SUPERSEDED SURVEY CONTROL
 FO0269
 FO0269  NGVD 29 (??/??/92) 1528.995  (m)         5016.38   (f) ADJ UNCH    1 2
 FO0269
 FO0269.Superseded values are not recommended for survey control.
 FO0269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0269.See file dsdata.txt to determine how the superseded data were derived.
 FO0269
 FO0269_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV561004(NAD 83)
 FO0269_MARKER: DD = SURVEY DISK
 FO0269_SETTING: 0 = UNSPECIFIED SETTING
 FO0269_STAMPING: 5016.74
 FO0269_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FO0269
 FO0269  HISTORY     - Date     Condition        Report By
 FO0269  HISTORY     - UNK      MONUMENTED       MRGCD
 FO0269  HISTORY     - 1951     GOOD             NGS
 FO0269  HISTORY     - 20050530 MARK NOT FOUND   GEOCAC
 FO0269
 FO0269                          STATION DESCRIPTION
 FO0269
 FO0269'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 FO0269'5.0 MI SW FROM BERNALILLO.
 FO0269'ALONG THE A.T. AND S.F. R.R. 3.7 MILES NORTH OF ALAMEDA AND 60 FT.
 FO0269'NORTH OF M.P. RAIL 891 AND 49.5 FT. WEST OF THE CENTERLINE OF THE
 FO0269'TRACKS.  30 FEET EAST OF THE CENTER OF U.S. HIGHWAYS 85 AND 66, AND AT
 FO0269'THE RAILROAD RIGHT-OF-WAY FENCE.
 FO0269
 FO0269                          STATION RECOVERY (2005)
 FO0269
 FO0269'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 FO0269'US 85 HAS BEEN WIDENED TO COVER THE STATION LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0334 ***********************************************************************
 DS0334  DESIGNATION -  5024
 DS0334  PID         -  DS0334
 DS0334  STATE/COUNTY-  NM/LINCOLN
 DS0334  USGS QUAD   -  OSCURA (1981)
 DS0334
 DS0334                         *CURRENT SURVEY CONTROL
 DS0334  ___________________________________________________________________
 DS0334* NAD 83(1986)-  33 29 02.     (N)    106 03 14.     (W)     SCALED    
 DS0334* NAVD 88     -      1531.657  (meters)    5025.11   (feet)  ADJUSTED  
 DS0334  ___________________________________________________________________
 DS0334  GEOID HEIGHT-         -21.14  (meters)                     GEOID03
 DS0334  DYNAMIC HT  -        1529.461 (meters)    5017.91  (feet)  COMP
 DS0334  MODELED GRAV-     979,149.1   (mgal)                       NAVD 88
 DS0334
 DS0334  VERT ORDER  -  FIRST     CLASS II
 DS0334
 DS0334.The horizontal coordinates were scaled from a topographic map and have
 DS0334.an estimated accuracy of +/- 6 seconds.
 DS0334
 DS0334.The orthometric height was determined by differential leveling
 DS0334.and adjusted by the National Geodetic Survey in June 1991..
 DS0334
 DS0334.The geoid height was determined by GEOID03.
 DS0334
 DS0334.The dynamic height is computed by dividing the NAVD 88
 DS0334.geopotential number by the normal gravity value computed on the
 DS0334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0334.degrees latitude (g = 980.6199 gals.).
 DS0334
 DS0334.The modeled gravity was interpolated from observed gravity values.
 DS0334
 DS0334;                    North         East    Units  Estimated Accuracy
 DS0334;SPC NM C     -   275,430.      518,230.      MT  (+/- 180 meters Scaled)
 DS0334
 DS0334                          SUPERSEDED SURVEY CONTROL
 DS0334
 DS0334  NGVD 29 (??/??/92) 1531.000  (m)         5022.96   (f) ADJ UNCH    1 2
 DS0334
 DS0334.Superseded values are not recommended for survey control.
 DS0334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0334.See file dsdata.txt to determine how the superseded data were derived.
 DS0334
 DS0334_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDT020054(NAD 83)
 DS0334_MARKER: DD = SURVEY DISK
 DS0334_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DS0334_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DS0334_STAMPING: 5024
 DS0334_PROJECTION: PROJECTING 50 CENTIMETERS
 DS0334_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DS0334_ROD/PIPE-DEPTH: 2.4  meters
 DS0334
 DS0334  HISTORY     - Date     Condition        Report By
 DS0334  HISTORY     - UNK      MONUMENTED       USGS
 DS0334  HISTORY     - 1969     GOOD             NGS
 DS0334  HISTORY     - 1980     GOOD             NGS
 DS0334
 DS0334                          STATION DESCRIPTION
 DS0334
 DS0334'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 DS0334'IN OSCURO.
 DS0334'AT OSCURO, 96 YARDS NORTHEAST AND ACROSS U.S. HIGHWAY 54 FROM THE
 DS0334'STORE AT OSCURO, 98 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 99
 DS0334'FEET WEST OF THE WEST RAIL OF THE SOUTHERN PACIFIC COMPANY RAILROAD,
 DS0334'45 FEET NORTH OF THE CENTER LINE OF A GRAVELED ROAD WHICH LEADS EAST
 DS0334'ACROSS THE TRACK, 13 FEET WEST OF A POWER POLE, 4 1/2 FEET NORTH OF A
 DS0334'TELEPHONE POLE, 0.9 FOOT SOUTH OF A METAL WITNESS POST, ABOUT 1 1/2
 DS0334'FEET BELOW THE LEVEL OF THE HIGHWAY, A U.S. GEOLOGICAL SURVEY CAP ON
 DS0334'THE TOP OF AN IRON PIPE WHICH PROJECTS 4 INCHES ABOVE THE SURFACE OF
 DS0334'THE GROUND.  SEC 36, T 9S, R 8E.
 DS0334
 DS0334                          STATION RECOVERY (1980)
 DS0334
 DS0334'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DS0334'25.6 KM (15.9 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 54 FROM THE
 DS0334'JUNCTION OF U.S. HIGHWAYS 54 AND 380 IN CARRIZOZO, AT A GRAVELED
 DS0334'ROAD LEADING EAST, 30.2 METERS (99.0 FT) WEST OF THE NEAR RAIL OF
 DS0334'THE SOUTHERN PACIFIC RAILROAD, 29.9 METERS (98.0 FT) EAST OF THE
 DS0334'CENTERLINE OF THE HIGHWAY, 13.7 METERS (45.0 FT) NORTH OF THE CENTER
 DS0334'OF THE ROAD, 4.0 METERS (13.0 FT) WEST OF A UTILITY POLE AND 1.4
 DS0334'METERS (4.5 FT) NORTH OF A UTILITY POLE.
 DS0334'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 DS0334'THE MARK IS 0.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0275 ***********************************************************************
 FO0275  DESIGNATION -  5037 SCS
 FO0275  PID         -  FO0275
 FO0275  STATE/COUNTY-  NM/SANDOVAL
 FO0275  USGS QUAD   -  BERNALILLO (1990)
 FO0275
 FO0275                         *CURRENT SURVEY CONTROL
 FO0275  ___________________________________________________________________
 FO0275* NAD 83(1986)-  35 17 04.     (N)    106 33 34.     (W)     SCALED    
 FO0275* NAVD 88     -      1536.293  (meters)    5040.32   (feet)  ADJUSTED  
 FO0275  ___________________________________________________________________
 FO0275  GEOID HEIGHT-         -20.80  (meters)                     GEOID03
 FO0275  DYNAMIC HT  -        1534.233 (meters)    5033.56  (feet)  COMP
 FO0275  MODELED GRAV-     979,239.9   (mgal)                       NAVD 88
 FO0275
 FO0275  VERT ORDER  -  FIRST     CLASS II
 FO0275
 FO0275.The horizontal coordinates were scaled from a topographic map and have
 FO0275.an estimated accuracy of +/- 6 seconds.
 FO0275
 FO0275.The orthometric height was determined by differential leveling
 FO0275.and adjusted by the National Geodetic Survey in June 1991..
 FO0275
 FO0275.The geoid height was determined by GEOID03.
 FO0275
 FO0275.The dynamic height is computed by dividing the NAVD 88
 FO0275.geopotential number by the normal gravity value computed on the
 FO0275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0275.degrees latitude (g = 980.6199 gals.).
 FO0275
 FO0275.The modeled gravity was interpolated from observed gravity values.
 FO0275
 FO0275;                    North         East    Units  Estimated Accuracy
 FO0275;SPC NM C     -   475,170.      471,850.      MT  (+/- 180 meters Scaled)
 FO0275
 FO0275                          SUPERSEDED SURVEY CONTROL
 FO0275
 FO0275  NGVD 29 (??/??/92) 1535.460  (m)         5037.59   (f) ADJ UNCH    1 2
 FO0275
 FO0275.Superseded values are not recommended for survey control.
 FO0275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0275.See file dsdata.txt to determine how the superseded data were derived.
 FO0275
 FO0275_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV581057(NAD 83)
 FO0275_MARKER: DD = SURVEY DISK
 FO0275_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FO0275_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FO0275_STAMPING: U.S.S.C.S. 5037.887
 FO0275_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FO0275
 FO0275  HISTORY     - Date     Condition        Report By
 FO0275  HISTORY     - UNK      MONUMENTED       SCS
 FO0275  HISTORY     - 1951     GOOD             NGS
 FO0275  HISTORY     - 1984     MARK NOT FOUND   NGS
 FO0275  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 FO0275  HISTORY     - 20050530 MARK NOT FOUND   GEOCAC
 FO0275
 FO0275                          STATION DESCRIPTION
 FO0275
 FO0275'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 FO0275'1.35 MI SW FROM BERNALILLO.
 FO0275'1.35 MILES SOUTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 FO0275'FROM THE STATION AT BERNALILLO, 100 FEET NORTHWEST OF SEMAPHORE 8871,
 FO0275'45 FEET WEST OF THE WEST RAIL, 32 FEET EAST OF THE CENTER LINE OF U.S.
 FO0275'HIGHWAY 85, 3 FEET EAST OF A FENCE, 3 FEET NORTH OF A WITNESS POST,
 FO0275'SCREWED ON THE TOP OF A 2 1/2 INCH STEEL PIPE WHICH PROJECTS 1.0 FOOT
 FO0275'ABOVE THE GROUND.
 FO0275
 FO0275                          STATION RECOVERY (1984)
 FO0275
 FO0275'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FO0275'A SEARCH WAS MADE FOR THIS MARK.
 FO0275
 FO0275                          STATION RECOVERY (1989)
 FO0275
 FO0275'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 FO0275'MARK NOT FOUND.
 FO0275
 FO0275                          STATION RECOVERY (2005)
 FO0275
 FO0275'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 FO0275'US 85 HAS BEEN WIDENED TO COVER THE STATION LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0277 ***********************************************************************
 FO0277  DESIGNATION -  5047.33
 FO0277  PID         -  FO0277
 FO0277  STATE/COUNTY-  NM/SANDOVAL
 FO0277  USGS QUAD   -  BERNALILLO (1990)
 FO0277
 FO0277                         *CURRENT SURVEY CONTROL
 FO0277  ___________________________________________________________________
 FO0277* NAD 83(1986)-  35 17 58.     (N)    106 32 58.     (W)     SCALED    
 FO0277* NAVD 88     -      1539.151  (meters)    5049.70   (feet)  ADJUSTED  
 FO0277  ___________________________________________________________________
 FO0277  GEOID HEIGHT-         -20.78  (meters)                     GEOID03
 FO0277  DYNAMIC HT  -        1537.085 (meters)    5042.92  (feet)  COMP
 FO0277  MODELED GRAV-     979,238.6   (mgal)                       NAVD 88
 FO0277
 FO0277  VERT ORDER  -  FIRST     CLASS II
 FO0277
 FO0277.The horizontal coordinates were scaled from a topographic map and have
 FO0277.an estimated accuracy of +/- 6 seconds.
 FO0277
 FO0277.The orthometric height was determined by differential leveling
 FO0277.and adjusted by the National Geodetic Survey in June 1991..
 FO0277
 FO0277.The geoid height was determined by GEOID03.
 FO0277
 FO0277.The dynamic height is computed by dividing the NAVD 88
 FO0277.geopotential number by the normal gravity value computed on the
 FO0277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0277.degrees latitude (g = 980.6199 gals.).
 FO0277
 FO0277.The modeled gravity was interpolated from observed gravity values.
 FO0277
 FO0277;                    North         East    Units  Estimated Accuracy
 FO0277;SPC NM C     -   476,830.      472,770.      MT  (+/- 180 meters Scaled)
 FO0277
 FO0277                          SUPERSEDED SURVEY CONTROL
 FO0277
 FO0277  NGVD 29 (??/??/92) 1538.311  (m)         5046.94   (f) ADJ UNCH    1 2
 FO0277
 FO0277.Superseded values are not recommended for survey control.
 FO0277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0277.See file dsdata.txt to determine how the superseded data were derived.
 FO0277
 FO0277_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV591073(NAD 83)
 FO0277_MARKER: DD = SURVEY DISK
 FO0277_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FO0277_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FO0277_STAMPING: 5047.33
 FO0277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO0277+STABILITY: SURFACE MOTION
 FO0277
 FO0277  HISTORY     - Date     Condition        Report By
 FO0277  HISTORY     - UNK      MONUMENTED       MRGCD
 FO0277  HISTORY     - 1951     GOOD             NGS
 FO0277  HISTORY     - 1984     MARK NOT FOUND   NGS
 FO0277  HISTORY     - 20050530 MARK NOT FOUND   GEOCAC
 FO0277
 FO0277                          STATION DESCRIPTION
 FO0277
 FO0277'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 FO0277'0.15 MI SW FROM BERNALILLO.
 FO0277'0.15 MILE SOUTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 FO0277'FROM THE STATION AT BERNALILLO, 59 FEET SOUTHWEST OF THE CENTER OF A
 FO0277'GRAVELED ROAD CROSSING, 41.5 FEET SOUTH OF THE CENTER LINE OF A
 FO0277'GRAVELED ROAD, 35 FEET SOUTHWEST OF A SIGNAL LIGHT, 32 FEET WEST OF
 FO0277'THE WEST RAIL, 3.6 FEET SOUTH OF A FENCE CORNER, 1 FOOT EAST OF A
 FO0277'FENCE, 3 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 FO0277'POST WHICH IS 0.4 FOOT BELOW THE TOP OF THE GROUND.
 FO0277
 FO0277                          STATION RECOVERY (1984)
 FO0277
 FO0277'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FO0277'A SEARCH WAS MADE FOR THIS MARK.
 FO0277
 FO0277                          STATION RECOVERY (2005)
 FO0277
 FO0277'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 FO0277'THE LOCATION IS BURIED BY GRADING AND DEBRIS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0105 ***********************************************************************
 DT0105  DESIGNATION -  5052
 DT0105  PID         -  DT0105
 DT0105  STATE/COUNTY-  NM/CATRON
 DT0105  USGS QUAD   -  MOON RANCH (1965)
 DT0105
 DT0105                         *CURRENT SURVEY CONTROL
 DT0105  ___________________________________________________________________
 DT0105* NAD 83(1986)-  33 14 06.     (N)    108 51 40.     (W)     SCALED    
 DT0105* NAVD 88     -      1540.477  (meters)    5054.05   (feet)  ADJUSTED  
 DT0105  ___________________________________________________________________
 DT0105  GEOID HEIGHT-         -24.26  (meters)                     GEOID03
 DT0105  DYNAMIC HT  -        1538.129 (meters)    5046.34  (feet)  COMP
 DT0105  MODELED GRAV-     979,059.8   (mgal)                       NAVD 88
 DT0105
 DT0105  VERT ORDER  -  FIRST     CLASS II
 DT0105
 DT0105.The horizontal coordinates were scaled from a topographic map and have
 DT0105.an estimated accuracy of +/- 6 seconds.
 DT0105
 DT0105.The orthometric height was determined by differential leveling
 DT0105.and adjusted by the National Geodetic Survey in June 1991..
 DT0105
 DT0105.The geoid height was determined by GEOID03.
 DT0105
 DT0105.The dynamic height is computed by dividing the NAVD 88
 DT0105.geopotential number by the normal gravity value computed on the
 DT0105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0105.degrees latitude (g = 980.6199 gals.).
 DT0105
 DT0105.The modeled gravity was interpolated from observed gravity values.
 DT0105
 DT0105;                    North         East    Units  Estimated Accuracy
 DT0105;SPC NM W     -   248,290.      734,210.      MT  (+/- 180 meters Scaled)
 DT0105
 DT0105                          SUPERSEDED SURVEY CONTROL
 DT0105
 DT0105  NGVD 29 (??/??/92) 1539.588  (m)         5051.13   (f) ADJ UNCH    1 2
 DT0105
 DT0105.Superseded values are not recommended for survey control.
 DT0105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0105.See file dsdata.txt to determine how the superseded data were derived.
 DT0105
 DT0105_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB992793(NAD 83)
 DT0105_MARKER: P = PIPE CAP
 DT0105_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DT0105_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DT0105_STAMPING: 5052
 DT0105_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DT0105
 DT0105  HISTORY     - Date     Condition        Report By
 DT0105  HISTORY     - UNK      MONUMENTED       USGS
 DT0105  HISTORY     - 1934     GOOD             NGS
 DT0105
 DT0105                          STATION DESCRIPTION
 DT0105
 DT0105'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DT0105'7.9 MI S FROM GLENWOOD.
 DT0105'7.9 MI SOUTH ALONG STATE HWY NO.11, FROM POST OFFICE ALONG
 DT0105'STATE HWY NO.11, 0.3 MI WEST OF THE HIGHWAY.  ON THE CREST OF A DIVIDE
 DT0105'BETWEEN PLEASANTON AND BIG DRY CREEKS.  90 FEET NORTHEAST OF A FENCE
 DT0105'LINE AND 29 FEET NORTHEAST OF THE CENTERLINE OF A SIDE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GO0102 ***********************************************************************
 GO0102  DESIGNATION -  5064
 GO0102  PID         -  GO0102
 GO0102  STATE/COUNTY-  NM/SAN JUAN
 GO0102  USGS QUAD   -  SHIPROCK (1983)
 GO0102
 GO0102                         *CURRENT SURVEY CONTROL
 GO0102  ___________________________________________________________________
 GO0102* NAD 83(1986)-  36 52 02.     (N)    108 42 19.     (W)     SCALED    
 GO0102* NAVD 88     -      1544.171  (meters)    5066.17   (feet)  ADJUSTED  
 GO0102  ___________________________________________________________________
 GO0102  GEOID HEIGHT-         -20.79  (meters)                     GEOID03
 GO0102  DYNAMIC HT  -        1542.355 (meters)    5060.21  (feet)  COMP
 GO0102  MODELED GRAV-     979,401.1   (mgal)                       NAVD 88
 GO0102
 GO0102  VERT ORDER  -  SECOND    CLASS 0
 GO0102
 GO0102.The horizontal coordinates were scaled from a topographic map and have
 GO0102.an estimated accuracy of +/- 6 seconds.
 GO0102
 GO0102.The orthometric height was determined by differential leveling
 GO0102.and adjusted by the National Geodetic Survey in June 1991..
 GO0102
 GO0102.The geoid height was determined by GEOID03.
 GO0102
 GO0102.The dynamic height is computed by dividing the NAVD 88
 GO0102.geopotential number by the normal gravity value computed on the
 GO0102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GO0102.degrees latitude (g = 980.6199 gals.).
 GO0102
 GO0102.The modeled gravity was interpolated from observed gravity values.
 GO0102
 GO0102;                    North         East    Units  Estimated Accuracy
 GO0102;SPC NM W     -   651,100.      752,260.      MT  (+/- 180 meters Scaled)
 GO0102
 GO0102                          SUPERSEDED SURVEY CONTROL
 GO0102
 GO0102  NGVD 29 (??/??/92) 1543.284  (m)         5063.26   (f) ADJ UNCH    2 0
 GO0102
 GO0102.Superseded values are not recommended for survey control.
 GO0102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GO0102.See file dsdata.txt to determine how the superseded data were derived.
 GO0102
 GO0102_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYF045826(NAD 83)
 GO0102_MARKER: DD = SURVEY DISK
 GO0102_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GO0102_SP_SET: CULVERT
 GO0102_STAMPING: 5064
 GO0102_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GO0102
 GO0102  HISTORY     - Date     Condition        Report By
 GO0102  HISTORY     - UNK      MONUMENTED       USGS
 GO0102  HISTORY     - 1934     GOOD             NGS
 GO0102
 GO0102                          STATION DESCRIPTION
 GO0102
 GO0102'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GO0102'6.1 MI N FROM SHIPROCK.
 GO0102'6.1 MILES NORTH ALONG U.S. HIGHWAY 666 FROM INDIAN SCHOOL 2 AT
 GO0102'SHIPROCK, SAN JUAN COUNTY, 4 MILES SOUTH OF WOODEN BRIDGE 564 OVER A
 GO0102'DRY WASH, 0.6 MILE NORTH OF WOODEN BRIDGE 563 OVER A DRY WASH, AT A
 GO0102'CONCRETE BOX CULVERT, IN THE TOP OF THE SOUTHEAST END OF THE CONCRETE
 GO0102'RETAINING WALL, AND 16.7 FEET SOUTHWEST OF THE CENTERLINE OF THE
 GO0102'HIGHWAY.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED
 GO0102'5064.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1157 ***********************************************************************
 CX1157  DESIGNATION -  51 C
 CX1157  PID         -  CX1157
 CX1157  STATE/COUNTY-  NM/SIERRA
 CX1157  USGS QUAD   -  KINGSTON (1985)
 CX1157
 CX1157                         *CURRENT SURVEY CONTROL
 CX1157  ___________________________________________________________________
 CX1157* NAD 83(1986)-  32 55 07.     (N)    107 38 54.     (W)     SCALED    
 CX1157* NAVD 88     -      1750.079  (meters)    5741.72   (feet)  ADJUSTED  
 CX1157  ___________________________________________________________________
 CX1157  GEOID HEIGHT-         -23.02  (meters)                     GEOID03
 CX1157  DYNAMIC HT  -        1747.368 (meters)    5732.82  (feet)  COMP
 CX1157  MODELED GRAV-     979,026.6   (mgal)                       NAVD 88
 CX1157
 CX1157  VERT ORDER  -  SECOND    CLASS 0
 CX1157
 CX1157.The horizontal coordinates were scaled from a topographic map and have
 CX1157.an estimated accuracy of +/- 6 seconds.
 CX1157
 CX1157.The orthometric height was determined by differential leveling
 CX1157.and adjusted by the National Geodetic Survey in June 1991..
 CX1157
 CX1157.The geoid height was determined by GEOID03.
 CX1157
 CX1157.The dynamic height is computed by dividing the NAVD 88
 CX1157.geopotential number by the normal gravity value computed on the
 CX1157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX1157.degrees latitude (g = 980.6199 gals.).
 CX1157
 CX1157.The modeled gravity was interpolated from observed gravity values.
 CX1157
 CX1157;                    North         East    Units  Estimated Accuracy
 CX1157;SPC NM W     -   212,750.      847,300.      MT  (+/- 180 meters Scaled)
 CX1157
 CX1157                          SUPERSEDED SURVEY CONTROL
 CX1157
 CX1157  NGVD 29 (??/??/92) 1749.273  (m)         5739.07   (f) ADJ UNCH    2 0
 CX1157
 CX1157.Superseded values are not recommended for survey control.
 CX1157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1157.See file dsdata.txt to determine how the superseded data were derived.
 CX1157
 CX1157_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBS523453(NAD 83)
 CX1157_MARKER: DD = SURVEY DISK
 CX1157_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CX1157_SP_SET: BRIDGE
 CX1157_STAMPING: 5740 51 C 1934
 CX1157_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CX1157
 CX1157  HISTORY     - Date     Condition        Report By
 CX1157  HISTORY     - 1934     MONUMENTED       USGS
 CX1157  HISTORY     - 1953     GOOD             NGS
 CX1157
 CX1157                          STATION DESCRIPTION
 CX1157
 CX1157'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CX1157'3.65 MI E FROM KINGSTON.
 CX1157'3.65 MILES EAST ALONG NEW MEXICO STATE HIGHWAY 180 FROM THE BLACK MT.
 CX1157'LODGE HOTEL AT KINGSTON, AT A 102-FOOT STEEL BRIDGE, 13 FEET SOUTHWEST
 CX1157'OF AND 0.3 FOOT HIGHER THAN THE CENTER LINE OF THE HIGHWAY, 2.0 FEET
 CX1157'SOUTHWEST OF A STEEL AND WIRE RAILING, AND SET IN THE TOP OF THE
 CX1157'CENTER OF THE SOUTH ABUTMENT OF THE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0129 ***********************************************************************
 FO0129  DESIGNATION -  5101.88
 FO0129  PID         -  FO0129
 FO0129  STATE/COUNTY-  NM/SANDOVAL
 FO0129  USGS QUAD   -  SAN FELIPE PUEBLO (1990)
 FO0129
 FO0129                         *CURRENT SURVEY CONTROL
 FO0129  ___________________________________________________________________
 FO0129* NAD 83(1986)-  35 23 31.     (N)    106 27 48.     (W)     SCALED    
 FO0129* NAVD 88     -      1555.798  (meters)    5104.31   (feet)  ADJUSTED  
 FO0129  ___________________________________________________________________
 FO0129  GEOID HEIGHT-         -20.70  (meters)                     GEOID03
 FO0129  DYNAMIC HT  -        1553.690 (meters)    5097.40  (feet)  COMP
 FO0129  MODELED GRAV-     979,225.1   (mgal)                       NAVD 88
 FO0129
 FO0129  VERT ORDER  -  FIRST     CLASS II
 FO0129
 FO0129.The horizontal coordinates were scaled from a topographic map and have
 FO0129.an estimated accuracy of +/- 6 seconds.
 FO0129
 FO0129.The orthometric height was determined by differential leveling
 FO0129.and adjusted by the National Geodetic Survey in June 1991..
 FO0129
 FO0129.The geoid height was determined by GEOID03.
 FO0129
 FO0129.The dynamic height is computed by dividing the NAVD 88
 FO0129.geopotential number by the normal gravity value computed on the
 FO0129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0129.degrees latitude (g = 980.6199 gals.).
 FO0129
 FO0129.The modeled gravity was interpolated from observed gravity values.
 FO0129
 FO0129;                    North         East    Units  Estimated Accuracy
 FO0129;SPC NM C     -   487,080.      480,620.      MT  (+/- 180 meters Scaled)
 FO0129
 FO0129                          SUPERSEDED SURVEY CONTROL
 FO0129
 FO0129  NGVD 29 (??/??/92) 1554.910  (m)         5101.40   (f) ADJ UNCH    1 2
 FO0129
 FO0129.Superseded values are not recommended for survey control.
 FO0129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0129.See file dsdata.txt to determine how the superseded data were derived.
 FO0129
 FO0129_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV671174(NAD 83)
 FO0129_MARKER: Q = CHISELED SQUARE
 FO0129_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FO0129_SP_SET: BRIDGE
 FO0129_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FO0129
 FO0129  HISTORY     - Date     Condition        Report By
 FO0129  HISTORY     - UNK      MONUMENTED
 FO0129  HISTORY     - 1951     GOOD             NGS
 FO0129
 FO0129                          STATION DESCRIPTION
 FO0129
 FO0129'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 FO0129'8.0 MI NE FROM BERNALILLO.
 FO0129'8.0 MILES NORTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 FO0129'FROM THE STATION AT BERNALILLO, 1 POLE SOUTH OF MILEPOST 878, 10 POLES
 FO0129'NORTH OF A GRAVELED ROAD CROSSING, 4 FEET WEST OF THE WEST RAIL, IN
 FO0129'THE TOP OF THE NORTH END OF THE WEST RETAINING WALL OF CONCRETE BRIDGE
 FO0129'878 A.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0130 ***********************************************************************
 FO0130  DESIGNATION -  5107.65
 FO0130  PID         -  FO0130
 FO0130  STATE/COUNTY-  NM/SANDOVAL
 FO0130  USGS QUAD   -  SAN FELIPE PUEBLO (1990)
 FO0130
 FO0130                         *CURRENT SURVEY CONTROL
 FO0130  ___________________________________________________________________
 FO0130* NAD 83(1986)-  35 23 57.     (N)    106 27 30.     (W)     SCALED    
 FO0130* NAVD 88     -      1557.687  (meters)    5110.51   (feet)  ADJUSTED  
 FO0130  ___________________________________________________________________
 FO0130  GEOID HEIGHT-         -20.71  (meters)                     GEOID03
 FO0130  DYNAMIC HT  -        1555.567 (meters)    5103.56  (feet)  COMP
 FO0130  MODELED GRAV-     979,219.4   (mgal)                       NAVD 88
 FO0130
 FO0130  VERT ORDER  -  FIRST     CLASS II
 FO0130
 FO0130.The horizontal coordinates were scaled from a topographic map and have
 FO0130.an estimated accuracy of +/- 6 seconds.
 FO0130
 FO0130.The orthometric height was determined by differential leveling
 FO0130.and adjusted by the National Geodetic Survey in June 1991..
 FO0130
 FO0130.The geoid height was determined by GEOID03.
 FO0130
 FO0130.The dynamic height is computed by dividing the NAVD 88
 FO0130.geopotential number by the normal gravity value computed on the
 FO0130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0130.degrees latitude (g = 980.6199 gals.).
 FO0130
 FO0130.The modeled gravity was interpolated from observed gravity values.
 FO0130
 FO0130;                    North         East    Units  Estimated Accuracy
 FO0130;SPC NM C     -   487,880.      481,080.      MT  (+/- 180 meters Scaled)
 FO0130
 FO0130                          SUPERSEDED SURVEY CONTROL
 FO0130
 FO0130  NGVD 29 (??/??/92) 1556.789  (m)         5107.57   (f) ADJ UNCH    1 2
 FO0130
 FO0130.Superseded values are not recommended for survey control.
 FO0130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0130.See file dsdata.txt to determine how the superseded data were derived.
 FO0130
 FO0130_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV675182(NAD 83)
 FO0130_MARKER: Q = CHISELED SQUARE
 FO0130_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FO0130_SP_SET: RAILMARKER
 FO0130_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FO0130
 FO0130  HISTORY     - Date     Condition        Report By
 FO0130  HISTORY     - UNK      MONUMENTED
 FO0130  HISTORY     - 1951     GOOD             NGS
 FO0130
 FO0130                          STATION DESCRIPTION
 FO0130
 FO0130'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 FO0130'8.5 MI NE FROM BERNALILLO.
 FO0130'8.5 MILES NORTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 FO0130'FROM THE STATION AT BERNALILLO, 100 FEET SOUTH OF THE CENTER OF A DIRT
 FO0130'ROAD CROSSING, 39 FEET EAST OF A FENCE, 7 FEET WEST OF THE WEST RAIL,
 FO0130'ON TOP OF THE SOUTHEAST CORNER OF STEEL RAIL MARKER 524, 1.8 FEET
 FO0130'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GO0095 ***********************************************************************
 GO0095  DESIGNATION -  5118
 GO0095  PID         -  GO0095
 GO0095  STATE/COUNTY-  NM/SAN JUAN
 GO0095  USGS QUAD   -  SKINNEY ROCK (1983)
 GO0095
 GO0095                         *CURRENT SURVEY CONTROL
 GO0095  ___________________________________________________________________
 GO0095* NAD 83(1986)-  36 59 56.     (N)    108 44 58.     (W)     SCALED    
 GO0095* NAVD 88     -      1560.725  (meters)    5120.48   (feet)  ADJUSTED  
 GO0095  ___________________________________________________________________
 GO0095  GEOID HEIGHT-         -20.53  (meters)                     GEOID03
 GO0095  DYNAMIC HT  -        1558.900 (meters)    5114.49  (feet)  COMP
 GO0095  MODELED GRAV-     979,407.0   (mgal)                       NAVD 88
 GO0095
 GO0095  VERT ORDER  -  SECOND    CLASS 0
 GO0095
 GO0095.The horizontal coordinates were scaled from a topographic map and have
 GO0095.an estimated accuracy of +/- 6 seconds.
 GO0095
 GO0095.The orthometric height was determined by differential leveling
 GO0095.and adjusted by the National Geodetic Survey in June 1991..
 GO0095
 GO0095.The geoid height was determined by GEOID03.
 GO0095
 GO0095.The dynamic height is computed by dividing the NAVD 88
 GO0095.geopotential number by the normal gravity value computed on the
 GO0095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GO0095.degrees latitude (g = 980.6199 gals.).
 GO0095
 GO0095.The modeled gravity was interpolated from observed gravity values.
 GO0095
 GO0095;                    North         East    Units  Estimated Accuracy
 GO0095;SPC NM W     -   665,750.      748,460.      MT  (+/- 180 meters Scaled)
 GO0095
 GO0095                          SUPERSEDED SURVEY CONTROL
 GO0095
 GO0095  NGVD 29 (??/??/92) 1559.817  (m)         5117.50   (f) ADJ UNCH    2 0
 GO0095
 GO0095.Superseded values are not recommended for survey control.
 GO0095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GO0095.See file dsdata.txt to determine how the superseded data were derived.
 GO0095
 GO0095_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYF002971(NAD 83)
 GO0095_MARKER: DD = SURVEY DISK
 GO0095_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GO0095_SP_SET: CULVERT
 GO0095_STAMPING: 5118
 GO0095_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GO0095
 GO0095  HISTORY     - Date     Condition        Report By
 GO0095  HISTORY     - UNK      MONUMENTED       USGS
 GO0095  HISTORY     - 1934     GOOD             NGS
 GO0095
 GO0095                          STATION DESCRIPTION
 GO0095
 GO0095'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GO0095'15.4 MI N FROM SHIPROCK.
 GO0095'15.4 MILES NORTH ALONG U.S. HIGHWAY 666 FROM INDIAN SCHOOL 2 AT
 GO0095'SHIPROCK, SAN JUAN COUNTY, 380 FEET SOUTH OF THE COLORADO-NEW MEXICO
 GO0095'STATE LINE, 640 FEET NORTH OF THE 30-FOOT WOODEN BRIDGE OVER A SHALLOW
 GO0095'WASH, AT A CULVERT, IN THE TOP OF THE EAST CONCRETE HEADWALL, AND 13
 GO0095'FEET EAST OF THE CENTERLINE OF THE HIGHWAY.  A UNITED STATES
 GO0095'GEOLOGICAL SURVEY STANDARD DISK, STAMPED 5118.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0482 ***********************************************************************
 DR0482  DESIGNATION -  5124.5
 DR0482  PID         -  DR0482
 DR0482  STATE/COUNTY-  NM/LINCOLN
 DR0482  USGS QUAD   -  ARROYO SERRANO WEST (1981)
 DR0482
 DR0482                         *CURRENT SURVEY CONTROL
 DR0482  ___________________________________________________________________
 DR0482* NAD 83(1986)-  33 39 13.     (N)    105 08 41.     (W)     SCALED    
 DR0482* NAVD 88     -      1562.547  (meters)    5126.46   (feet)  ADJUSTED  
 DR0482  ___________________________________________________________________
 DR0482  GEOID HEIGHT-         -21.69  (meters)                     GEOID03
 DR0482  DYNAMIC HT  -        1560.262 (meters)    5118.96  (feet)  COMP
 DR0482  MODELED GRAV-     979,119.6   (mgal)                       NAVD 88
 DR0482
 DR0482  VERT ORDER  -  SECOND    CLASS 0
 DR0482
 DR0482.The horizontal coordinates were scaled from a topographic map and have
 DR0482.an estimated accuracy of +/- 6 seconds.
 DR0482
 DR0482.The orthometric height was determined by differential leveling
 DR0482.and adjusted by the National Geodetic Survey in June 1991..
 DR0482
 DR0482.The geoid height was determined by GEOID03.
 DR0482
 DR0482.The dynamic height is computed by dividing the NAVD 88
 DR0482.geopotential number by the normal gravity value computed on the
 DR0482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0482.degrees latitude (g = 980.6199 gals.).
 DR0482
 DR0482.The modeled gravity was interpolated from observed gravity values.
 DR0482
 DR0482;                    North         East    Units  Estimated Accuracy
 DR0482;SPC NM C     -   294,780.      602,520.      MT  (+/- 180 meters Scaled)
 DR0482
 DR0482                          SUPERSEDED SURVEY CONTROL
 DR0482
 DR0482  NGVD 29 (??/??/92) 1561.842  (m)         5124.14   (f) ADJ UNCH    2 0
 DR0482
 DR0482.Superseded values are not recommended for survey control.
 DR0482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0482.See file dsdata.txt to determine how the superseded data were derived.
 DR0482
 DR0482_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDT865237(NAD 83)
 DR0482_MARKER: B = BOLT
 DR0482_SETTING: 0 = UNSPECIFIED SETTING
 DR0482_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR0482
 DR0482  HISTORY     - Date     Condition        Report By
 DR0482  HISTORY     - UNK      MONUMENTED       USGS
 DR0482  HISTORY     - 1939     GOOD             NGS
 DR0482
 DR0482                          STATION DESCRIPTION
 DR0482
 DR0482'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 DR0482'5.3 MI N FROM ARABELA.
 DR0482'ON THE ARABELA-PUCELLA SCHOOLHOUSE ROAD, 5.3 MILES NORTH OF GENERAL
 DR0482'STORE.  55 YARDS NORTH OF THE NORTH FACE OF AN ABANDONED WOOD FRAME
 DR0482'RANCH HOUSE.  ON TOP OF THE 1/2 IN. BOLT AT THE NORTHEAST CORNER OF
 DR0482'THE CONCRETE COPING OF A WATER WELL CASING UNDER WOODEN WINDMILL
 DR0482'FRAME.  9.0 FT. EAST OF THE EAST END OF A CIRCULAR STONE BLOCK WATER
 DR0482'TANK. 1.0 FT. ABOVE THE SURFACE OF GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1039 ***********************************************************************
 FO1039  DESIGNATION -  5136.878 E
 FO1039  PID         -  FO1039
 FO1039  STATE/COUNTY-  NM/SANDOVAL
 FO1039  USGS QUAD   -  SAN FELIPE PUEBLO (1990)
 FO1039
 FO1039                         *CURRENT SURVEY CONTROL
 FO1039  ___________________________________________________________________
 FO1039* NAD 83(1992)-  35 23 29.04584(N)    106 27 40.05303(W)     ADJUSTED  
 FO1039* NAVD 88     -      1565.     (meters)    5135.     (feet)  SCALED    
 FO1039  ___________________________________________________________________
 FO1039  LAPLACE CORR-           4.78  (seconds)                    DEFLEC99
 FO1039  GEOID HEIGHT-         -20.69  (meters)                     GEOID03
 FO1039
 FO1039  HORZ ORDER  -  SECOND
 FO1039
 FO1039.The horizontal coordinates were established by classical geodetic methods
 FO1039.and adjusted by the National Geodetic Survey in December 1993..
 FO1039
 FO1039.The orthometric height was scaled from a topographic map.
 FO1039
 FO1039.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1039
 FO1039.The geoid height was determined by GEOID03.
 FO1039
 FO1039;                    North         East     Units Scale Factor Converg.
 FO1039;SPC NM C     -   487,014.065   480,820.837   MT  0.99990453   -0 07 20.2
 FO1039;SPC NM C     - 1,597,811.98  1,577,493.03   sFT  0.99990453   -0 07 20.2
 FO1039;UTM  13      - 3,917,429.472   367,303.072   MT  0.99981700   -0 50 46.9
 FO1039
 FO1039!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1039!SPC NM C     -   0.99975768  x   0.99990453  =   0.99966223
 FO1039!UTM  13      -   0.99975768  x   0.99981700  =   0.99957473
 FO1039
 FO1039                          SUPERSEDED SURVEY CONTROL
 FO1039
 FO1039  NAD 83(1986)-  35 23 29.05147(N)    106 27 40.05585(W) AD(       ) 2
 FO1039  NAD 27      -  35 23 28.91560(N)    106 27 37.96190(W) AD(       ) 2
 FO1039
 FO1039.Superseded values are not recommended for survey control.
 FO1039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1039.See file dsdata.txt to determine how the superseded data were derived.
 FO1039
 FO1039_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV6730317429(NAD 83)
 FO1039_MARKER: P = PIPE CAP
 FO1039_SETTING: 0 = UNSPECIFIED SETTING
 FO1039_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FO1039
 FO1039  HISTORY     - Date     Condition        Report By
 FO1039  HISTORY     - 1955     MONUMENTED       SCS
 FO1039
 FO1039                          STATION DESCRIPTION
 FO1039
 FO1039'DESCRIBED BY SOIL CONSERVATION SERVICE 1955 (WRH)
 FO1039'THE STATION IS LOCATED IN A SANDY PASTURE ABOUT 0.1 MILE
 FO1039'NORTHWEST OF U.S. HIGHWAY 85, ABOUT 8 MILES AIRLINE NORTHEAST
 FO1039'OF BERNALILLO, AND ABOUT 24 MILES AIRLINE NORTH NORTHEAST OF
 FO1039'ALBUQUERQUE.
 FO1039'
 FO1039'THE MARK IS AN IRON CAP STAMPED USSCS 5136.878E SCREWED TO
 FO1039'THE TOP OF A 2 INCH IRON PIPE THAT PROJECTS ABOUT 1 FOOT
 FO1039'ABOVE THE GROUND.  IT IS 27.276 FEET, 8.314 METERS SOUTHWEST
 FO1039'OF TRIANGULATION STATION CANAL.  THE CENTER OF THE MARK WAS
 FO1039'INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0228 ***********************************************************************
 EQ0228  DESIGNATION -  5159
 EQ0228  PID         -  EQ0228
 EQ0228  STATE/COUNTY-  NM/SOCORRO
 EQ0228  USGS QUAD   -  SOCORRO (1979)
 EQ0228
 EQ0228                         *CURRENT SURVEY CONTROL
 EQ0228  ___________________________________________________________________
 EQ0228* NAD 83(1986)-  34 00 24.     (N)    106 57 02.     (W)     SCALED    
 EQ0228* NAVD 88     -      1575.213  (meters)    5168.01   (feet)  POSTED    
 EQ0228  ___________________________________________________________________
 EQ0228  GEOID HEIGHT-         -22.18  (meters)                     GEOID03
 EQ0228  DYNAMIC HT  -        1572.920 (meters)    5160.49  (feet)  COMP
 EQ0228  MODELED GRAV-     979,125.9   (mgal)                       NAVD 88
 EQ0228
 EQ0228  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 EQ0228
 EQ0228.The horizontal coordinates were scaled from a topographic map and have
 EQ0228.an estimated accuracy of +/- 6 seconds.
 EQ0228
 EQ0228.The orthometric height was determined by differential leveling
 EQ0228.and adjusted by the National Geodetic Survey in 1992..
 EQ0228.No vertical observational check was made to the station.
 EQ0228.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 EQ0228.was located on a no-check spur therefore a value was not computed.
 EQ0228
 EQ0228.The geoid height was determined by GEOID03.
 EQ0228
 EQ0228.The dynamic height is computed by dividing the NAVD 88
 EQ0228.geopotential number by the normal gravity value computed on the
 EQ0228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0228.degrees latitude (g = 980.6199 gals.).
 EQ0228
 EQ0228.The modeled gravity was interpolated from observed gravity values.
 EQ0228
 EQ0228;                    North         East    Units  Estimated Accuracy
 EQ0228;SPC NM C     -   333,620.      435,290.      MT  (+/- 180 meters Scaled)
 EQ0228
 EQ0228                          SUPERSEDED SURVEY CONTROL
 EQ0228
 EQ0228  NGVD 29 (??/??/92) 1574.436  (m)         5165.46   (f) ADJ UNCH    1 2
 EQ0228
 EQ0228.Superseded values are not recommended for survey control.
 EQ0228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0228.See file dsdata.txt to determine how the superseded data were derived.
 EQ0228
 EQ0228_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT198646(NAD 83)
 EQ0228_MARKER: DD = SURVEY DISK
 EQ0228_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EQ0228_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EQ0228_STAMPING: 5159 SOCR 1904
 EQ0228_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EQ0228
 EQ0228  HISTORY     - Date     Condition        Report By
 EQ0228  HISTORY     - 1904     MONUMENTED       USGS
 EQ0228  HISTORY     - 1934     GOOD             NGS
 EQ0228
 EQ0228                          STATION DESCRIPTION
 EQ0228
 EQ0228'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 EQ0228'5.5 MI W FROM SOCORRO.
 EQ0228'5.5 MI WEST ALONG US HWY NO. 60, FROM POST OFFICE.  ON US HWY NO. 60,
 EQ0228'ABOUT 180 YDS NORTH OF THE CENTER LINE OF THE HWY, ABOUT 62 FT NORTH
 EQ0228'OF THE CENTERLINE OF THE A.T. AND S.F RAILROAD, 4 TELEPHONE POLES EAST
 EQ0228'OF MILE POST NO. 6.  NEAR THE RUINS OF A ROCK HOUSE ON THE EDGE OF A
 EQ0228'BLUFF.  CAP BADLY BATTERED, WITH CONCAVE SURFACE BUT OTHERWISE GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1156 ***********************************************************************
 CX1156  DESIGNATION -  52 C
 CX1156  PID         -  CX1156
 CX1156  STATE/COUNTY-  NM/SIERRA
 CX1156  USGS QUAD   -  KINGSTON (1985)
 CX1156
 CX1156                         *CURRENT SURVEY CONTROL
 CX1156  ___________________________________________________________________
 CX1156* NAD 83(1986)-  32 55 09.     (N)    107 40 43.     (W)     SCALED    
 CX1156* NAVD 88     -      1817.920  (meters)    5964.29   (feet)  ADJUSTED  
 CX1156  ___________________________________________________________________
 CX1156  GEOID HEIGHT-         -22.95  (meters)                     GEOID03
 CX1156  DYNAMIC HT  -        1815.077 (meters)    5954.97  (feet)  COMP
 CX1156  MODELED GRAV-     979,009.1   (mgal)                       NAVD 88
 CX1156
 CX1156  VERT ORDER  -  SECOND    CLASS 0
 CX1156
 CX1156.The horizontal coordinates were scaled from a topographic map and have
 CX1156.an estimated accuracy of +/- 6 seconds.
 CX1156
 CX1156.The orthometric height was determined by differential leveling
 CX1156.and adjusted by the National Geodetic Survey in June 1991..
 CX1156
 CX1156.The geoid height was determined by GEOID03.
 CX1156
 CX1156.The dynamic height is computed by dividing the NAVD 88
 CX1156.geopotential number by the normal gravity value computed on the
 CX1156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX1156.degrees latitude (g = 980.6199 gals.).
 CX1156
 CX1156.The modeled gravity was interpolated from observed gravity values.
 CX1156
 CX1156;                    North         East    Units  Estimated Accuracy
 CX1156;SPC NM W     -   212,800.      844,470.      MT  (+/- 180 meters Scaled)
 CX1156
 CX1156                          SUPERSEDED SURVEY CONTROL
 CX1156
 CX1156  NGVD 29 (??/??/92) 1817.089  (m)         5961.57   (f) ADJ UNCH    2 0
 CX1156
 CX1156.Superseded values are not recommended for survey control.
 CX1156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1156.See file dsdata.txt to determine how the superseded data were derived.
 CX1156
 CX1156_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBS495455(NAD 83)
 CX1156_MARKER: DD = SURVEY DISK
 CX1156_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CX1156_SP_SET: BRIDGE
 CX1156_STAMPING: 52 C 1934 3963
 CX1156_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CX1156
 CX1156  HISTORY     - Date     Condition        Report By
 CX1156  HISTORY     - 1934     MONUMENTED       USGS
 CX1156  HISTORY     - 1953     GOOD             NGS
 CX1156
 CX1156                          STATION DESCRIPTION
 CX1156
 CX1156'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CX1156'1.85 MI E FROM KINGSTON.
 CX1156'1.85 MILES EAST ALONG NEW MEXICO STATE HIGHWAY 180 FROM THE BLACK MT.
 CX1156'LODGE HOTEL AT KINGSTON, AT A 118-FOOT STEEL BRIDGE OVER A DEEP WASH,
 CX1156'14 FEET NORTH OF AND LEVEL WITH THE CENTER LINE OF THE HIGHWAY, AND
 CX1156'SET IN THE TOP OF THE NORTHEAST END OF THE NORTHEAST CONCRETE WINGWALL
 CX1156'OF THE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0037 ***********************************************************************
 FO0037  DESIGNATION -  5215.343
 FO0037  PID         -  FO0037
 FO0037  STATE/COUNTY-  NM/SANDOVAL
 FO0037  USGS QUAD   -  SANTO DOMINGO PUEBLO (1993)
 FO0037
 FO0037                         *CURRENT SURVEY CONTROL
 FO0037  ___________________________________________________________________
 FO0037* NAD 83(1986)-  35 30 58.     (N)    106 20 56.     (W)     SCALED    
 FO0037* NAVD 88     -      1590.577  (meters)    5218.42   (feet)  ADJUSTED  
 FO0037  ___________________________________________________________________
 FO0037  GEOID HEIGHT-         -20.52  (meters)                     GEOID03
 FO0037  DYNAMIC HT  -        1588.404 (meters)    5211.29  (feet)  COMP
 FO0037  MODELED GRAV-     979,212.6   (mgal)                       NAVD 88
 FO0037
 FO0037  VERT ORDER  -  FIRST     CLASS II
 FO0037
 FO0037.The horizontal coordinates were scaled from a topographic map and have
 FO0037.an estimated accuracy of +/- 6 seconds.
 FO0037
 FO0037.The orthometric height was determined by differential leveling
 FO0037.and adjusted by the National Geodetic Survey in June 1991..
 FO0037.WARNING-Repeat measurements at this control monument indicate possible
 FO0037.vertical movement.
 FO0037
 FO0037.The geoid height was determined by GEOID03.
 FO0037
 FO0037.The dynamic height is computed by dividing the NAVD 88
 FO0037.geopotential number by the normal gravity value computed on the
 FO0037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0037.degrees latitude (g = 980.6199 gals.).
 FO0037
 FO0037.The modeled gravity was interpolated from observed gravity values.
 FO0037
 FO0037;                    North         East    Units  Estimated Accuracy
 FO0037;SPC NM C     -   500,830.      491,030.      MT  (+/- 180 meters Scaled)
 FO0037
 FO0037                          SUPERSEDED SURVEY CONTROL
 FO0037
 FO0037.No superseded survey control is available for this station.
 FO0037
 FO0037_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV776311(NAD 83)
 FO0037_MARKER: DD = SURVEY DISK
 FO0037_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FO0037_STAMPING: 5215.343 1935
 FO0037_MARK LOGO: MRGCD 
 FO0037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO0037+STABILITY: SURFACE MOTION
 FO0037
 FO0037  HISTORY     - Date     Condition        Report By
 FO0037  HISTORY     - 1935     MONUMENTED       MRGCD
 FO0037  HISTORY     - 1951     GOOD             NGS
 FO0037  HISTORY     - 1984     GOOD             NGS
 FO0037
 FO0037                          STATION DESCRIPTION
 FO0037
 FO0037'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 FO0037'1.7 MI SW FROM DOMINGO.
 FO0037'1.7 MILES SOUTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 FO0037'FROM THE STATION AT DOMINGO, 350 FEET NORTHWEST OF THE CENTER LINE OF
 FO0037'AN EAST AND WEST GRAVELED ROAD, 120 FEET WEST OF THE CENTER LINE OF A
 FO0037'GRAVELED ROAD, 9 FEET SOUTH OF THE CENTER LINE OF A GRAVELED ROAD
 FO0037'LEADING WEST, SET IN THE TOP OF THE CENTER OF THE CONCRETE HEADWALL OF
 FO0037'THE GALISTEO SIPHON OUTLET.
 FO0037
 FO0037                          STATION RECOVERY (1984)
 FO0037
 FO0037'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FO0037'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  2.7 KM (1.7 MI)
 FO0037'SOUTHWEST ALONG THE ATCHISON TOPEKA AND SANTA FE RAILROAD FROM THE
 FO0037'SANTO DOMINGO INDIAN TRADING POST IN DOMINGO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0052 ***********************************************************************
 FO0052  DESIGNATION -  5216965
 FO0052  PID         -  FO0052
 FO0052  STATE/COUNTY-  NM/SANDOVAL
 FO0052  USGS QUAD   -  SANTO DOMINGO PUEBLO (1993)
 FO0052
 FO0052                         *CURRENT SURVEY CONTROL
 FO0052  ___________________________________________________________________
 FO0052* NAD 83(1986)-  35 31 03.     (N)    106 20 52.     (W)     SCALED    
 FO0052* NAVD 88     -      1591.072  (meters)    5220.04   (feet)  ADJUSTED  
 FO0052  ___________________________________________________________________
 FO0052  GEOID HEIGHT-         -20.52  (meters)                     GEOID03
 FO0052  DYNAMIC HT  -        1588.898 (meters)    5212.91  (feet)  COMP
 FO0052  MODELED GRAV-     979,212.6   (mgal)                       NAVD 88
 FO0052
 FO0052  VERT ORDER  -  SECOND    CLASS 0
 FO0052
 FO0052.The horizontal coordinates were scaled from a topographic map and have
 FO0052.an estimated accuracy of +/- 6 seconds.
 FO0052
 FO0052.The orthometric height was determined by differential leveling
 FO0052.and adjusted by the National Geodetic Survey in June 1991..
 FO0052
 FO0052.The geoid height was determined by GEOID03.
 FO0052
 FO0052.The dynamic height is computed by dividing the NAVD 88
 FO0052.geopotential number by the normal gravity value computed on the
 FO0052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0052.degrees latitude (g = 980.6199 gals.).
 FO0052
 FO0052.The modeled gravity was interpolated from observed gravity values.
 FO0052
 FO0052;                    North         East    Units  Estimated Accuracy
 FO0052;SPC NM C     -   500,990.      491,130.      MT  (+/- 180 meters Scaled)
 FO0052
 FO0052                          SUPERSEDED SURVEY CONTROL
 FO0052
 FO0052  NGVD 29 (??/??/92) 1590.131  (m)         5216.95   (f) ADJ UNCH    2 0
 FO0052
 FO0052.Superseded values are not recommended for survey control.
 FO0052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0052.See file dsdata.txt to determine how the superseded data were derived.
 FO0052
 FO0052_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV777312(NAD 83)
 FO0052_MARKER: DD = SURVEY DISK
 FO0052_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FO0052_SP_SET: IN TAKE SIPHON
 FO0052_STAMPING: 521695 1935
 FO0052_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FO0052
 FO0052  HISTORY     - Date     Condition        Report By
 FO0052  HISTORY     - 1935     MONUMENTED       MRGCD
 FO0052  HISTORY     - 1941     GOOD             NGS
 FO0052  HISTORY     - 1951     MARK NOT FOUND   NGS
 FO0052
 FO0052                          STATION DESCRIPTION
 FO0052
 FO0052'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 FO0052'1.9 MI W FROM DOMINGO.
 FO0052'TO REACH FROM THE POST OFFICE AT DOMINGO-- GO 1.7 MILES WEST ALONG THE
 FO0052'ROAD TO SANTO DOMINGO PUEBLO  TO THE INTERSECTION OF ROAD TO
 FO0052'PENABLANCA--THENCE, GO 0.2 MILE NORTH ALONG THE ROAD TO PENABLANCA TO
 FO0052'THE GALISTEO SIPHON STATION AND SITE OF BENCH MARK.  BENCH MARK IS
 FO0052'66.0 FEET WEST OF A SHARP CURVE IN ROAD, 25.0 FEET WEST OF AND ABOUT
 FO0052'7.0 FEET ABOVE THE CENTERLINE OF THE ROAD AND ABOUT 100.0 FEET SOUTH
 FO0052'OF SPILLWAY.  IT IS SET HORIZONTALLY IN THE CENTER OF CONCRETE
 FO0052'HEADWALL AT THE SOUTH END OF INTAKE OF SIPHON.  A STD. MIDDLE RIO
 FO0052'GRANDE CONSERVANCY DISTRICT DISK SET IN DRILL HOLE.
 FO0052
 FO0052                          STATION RECOVERY (1951)
 FO0052
 FO0052'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 FO0052'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0043 ***********************************************************************
 FO0043  DESIGNATION -  523.399
 FO0043  PID         -  FO0043
 FO0043  STATE/COUNTY-  NM/SANDOVAL
 FO0043  USGS QUAD   -  SANTO DOMINGO PUEBLO (1993)
 FO0043
 FO0043                         *CURRENT SURVEY CONTROL
 FO0043  ___________________________________________________________________
 FO0043* NAD 83(1986)-  35 35 18.     (N)    106 19 59.     (W)     SCALED    
 FO0043* NAVD 88     -      1596.234  (meters)    5236.98   (feet)  ADJUSTED  
 FO0043  ___________________________________________________________________
 FO0043  GEOID HEIGHT-         -20.35  (meters)                     GEOID03
 FO0043  DYNAMIC HT  -        1594.066 (meters)    5229.86  (feet)  COMP
 FO0043  MODELED GRAV-     979,220.4   (mgal)                       NAVD 88
 FO0043
 FO0043  VERT ORDER  -  FIRST     CLASS II
 FO0043
 FO0043.The horizontal coordinates were scaled from a topographic map and have
 FO0043.an estimated accuracy of +/- 6 seconds.
 FO0043
 FO0043.The orthometric height was determined by differential leveling
 FO0043.and adjusted by the National Geodetic Survey in June 1991..
 FO0043
 FO0043.The geoid height was determined by GEOID03.
 FO0043
 FO0043.The dynamic height is computed by dividing the NAVD 88
 FO0043.geopotential number by the normal gravity value computed on the
 FO0043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0043.degrees latitude (g = 980.6199 gals.).
 FO0043
 FO0043.The modeled gravity was interpolated from observed gravity values.
 FO0043
 FO0043;                    North         East    Units  Estimated Accuracy
 FO0043;SPC NM C     -   508,840.      492,470.      MT  (+/- 180 meters Scaled)
 FO0043
 FO0043                          SUPERSEDED SURVEY CONTROL
 FO0043
 FO0043  NGVD 29 (??/??/92) 1595.295  (m)         5233.90   (f) ADJ UNCH    1 2
 FO0043
 FO0043.Superseded values are not recommended for survey control.
 FO0043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0043.See file dsdata.txt to determine how the superseded data were derived.
 FO0043
 FO0043_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV792391(NAD 83)
 FO0043_MARKER: DD = SURVEY DISK
 FO0043_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FO0043_SP_SET: CONCRETE SUPPORT
 FO0043_STAMPING: 523.399
 FO0043_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FO0043
 FO0043  HISTORY     - Date     Condition        Report By
 FO0043  HISTORY     - UNK      MONUMENTED       MRGCD
 FO0043  HISTORY     - 1951     GOOD             NGS
 FO0043
 FO0043                          STATION DESCRIPTION
 FO0043
 FO0043'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 FO0043'1.15 MI N FROM PENABLANCA.
 FO0043'1.15 MILES NORTH ALONG A GRAVELED ROAD FROM THE CATHOLIC CHURCH AT
 FO0043'PENABLANCA, 0.15 MILE NORTH OF BENCH MARK C 207, 78 FEET SOUTHWEST OF
 FO0043'A POWER POLE, 45 FEET WEST OF THE CENTER LINE OF A GRAVELED ROAD, SET
 FO0043'IN THE TOP OF THE SOUTH END OF THE EAST CONCRETE SUPPORT OF A LARGE
 FO0043'CONCRETE SPILLWAY OF AN IRRIGATION CANAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH9119 ***********************************************************************
 AH9119  DESIGNATION -  5238.328
 AH9119  PID         -  AH9119
 AH9119  STATE/COUNTY-  NM/SANDOVAL
 AH9119  USGS QUAD   -  SANTO DOMINGO PUEBLO (1993)
 AH9119
 AH9119                         *CURRENT SURVEY CONTROL
 AH9119  ___________________________________________________________________
 AH9119* NAD 83(1986)-  35 36 42.     (N)    106 19 17.     (W)     SCALED    
 AH9119* NAVD 88     -      1597.520  (meters)    5241.20   (feet)  ADJUSTED  
 AH9119  ___________________________________________________________________
 AH9119  GEOID HEIGHT-         -20.25  (meters)                     GEOID03
 AH9119  DYNAMIC HT  -        1595.355 (meters)    5234.09  (feet)  COMP
 AH9119  MODELED GRAV-     979,222.8   (mgal)                       NAVD 88
 AH9119
 AH9119  VERT ORDER  -  SECOND    CLASS I
 AH9119
 AH9119.The horizontal coordinates were scaled from a topographic map and have
 AH9119.an estimated accuracy of +/- 6 seconds.
 AH9119
 AH9119.The orthometric height was determined by differential leveling
 AH9119.and adjusted by the National Geodetic Survey in September 1999..
 AH9119
 AH9119.The geoid height was determined by GEOID03.
 AH9119
 AH9119.The dynamic height is computed by dividing the NAVD 88
 AH9119.geopotential number by the normal gravity value computed on the
 AH9119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH9119.degrees latitude (g = 980.6199 gals.).
 AH9119
 AH9119.The modeled gravity was interpolated from observed gravity values.
 AH9119
 AH9119;                    North         East    Units  Estimated Accuracy
 AH9119;SPC NM C     -   511,430.      493,530.      MT  (+/- 180 meters Scaled)
 AH9119
 AH9119                          SUPERSEDED SURVEY CONTROL
 AH9119
 AH9119.No superseded survey control is available for this station.
 AH9119
 AH9119_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV803416(NAD 83)
 AH9119_MARKER: DB = BENCH MARK DISK
 AH9119_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AH9119_SP_SET: HEADWALL
 AH9119_STAMPING: 5238.328 1935
 AH9119_MARK LOGO: MRGCD 
 AH9119_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH9119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH9119+STABILITY: SURFACE MOTION
 AH9119_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH9119+SATELLITE: SATELLITE OBSERVATIONS - January 05, 1999
 AH9119
 AH9119  HISTORY     - Date     Condition        Report By
 AH9119  HISTORY     - 1935     MONUMENTED       MRGCD
 AH9119  HISTORY     - 19990105 GOOD             NGS
 AH9119
 AH9119                          STATION DESCRIPTION
 AH9119
 AH9119'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (WAS)
 AH9119'4.4 KM (2.75 MI) NORTHERLY ALONG STATE HIGHWAY 22 FROM THE POST OFFICE
 AH9119'IN PENA BLANCA, NEAR THE CENTER OF THE NORTH CONCRETE HEADWALL OF A
 AH9119'CULVERT UNDER A FIELD ENTRANCE ROAD, 52.9 M (173.6 FT) WEST OF THE
 AH9119'HIGHWAY CENTERLINE, 9.6 M (31.5 FT) WEST OF THE CENTER OF A DIRT ROAD
 AH9119'ALONG THE EAST SIDE OF THE COCHITI EAST SIDE MAIN CANAL, 8.9 M (29.2
 AH9119'FT) EAST OF THE CENTER OF A DIRT ROAD ALONG THE WEST SIDE OF THE
 AH9119'CANAL, 4.9 M (16.1 FT) NORTH OF THE CENTER OF THE FIELD ENTRANCE, AND
 AH9119'1.5 M (4.9 FT) BELOW THE LEVEL OF THE FIELD ENTRANCE ROAD. NOTE--THE
 AH9119'MONUMENT IS ON THE COCHITI INDIAN RESERVATION, MR.  ISAAC HERRERA,
 AH9119'GOVERNOR, P.O. BOX 70, COCHITI PUEBLO, NM 87072.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GO0097 ***********************************************************************
 GO0097  DESIGNATION -  5262.4
 GO0097  PID         -  GO0097
 GO0097  STATE/COUNTY-  NM/SAN JUAN
 GO0097  USGS QUAD   -  SKINNEY ROCK (1983)
 GO0097
 GO0097                         *CURRENT SURVEY CONTROL
 GO0097  ___________________________________________________________________
 GO0097* NAD 83(1986)-  36 58 11.     (N)    108 44 26.     (W)     SCALED    
 GO0097* NAVD 88     -      1604.74   (+/-2cm)    5264.9    (feet)  VERTCON   
 GO0097  ___________________________________________________________________
 GO0097  GEOID HEIGHT-         -20.58  (meters)                     GEOID03
 GO0097
 GO0097  VERT ORDER  -  ? (See Below)
 GO0097
 GO0097.The horizontal coordinates were scaled from a topographic map and have
 GO0097.an estimated accuracy of +/- 6 seconds.
 GO0097
 GO0097.The NAVD 88 height was computed by applying the VERTCON shift value to
 GO0097.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GO0097.The vertical order pertains to the NGVD 29 superseded value.
 GO0097
 GO0097.The geoid height was determined by GEOID03.
 GO0097
 GO0097;                    North         East    Units  Estimated Accuracy
 GO0097;SPC NM W     -   662,510.      749,220.      MT  (+/- 180 meters Scaled)
 GO0097
 GO0097                          SUPERSEDED SURVEY CONTROL
 GO0097
 GO0097  NGVD 29 (??/??/92) 1603.818  (m)         5261.86   (f) ADJ UNCH    ?  
 GO0097
 GO0097.Superseded values are not recommended for survey control.
 GO0097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GO0097.See file dsdata.txt to determine how the superseded data were derived.
 GO0097
 GO0097_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYF011938(NAD 83)
 GO0097_MARKER: Q = CHISELED SQUARE
 GO0097_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GO0097_SP_SET: HEADING
 GO0097_STAMPING: 5262.4
 GO0097_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GO0097
 GO0097  HISTORY     - Date     Condition        Report By
 GO0097  HISTORY     - UNK      MONUMENTED       USGS
 GO0097  HISTORY     - 1934     GOOD             NGS
 GO0097
 GO0097                          STATION DESCRIPTION
 GO0097
 GO0097'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GO0097'13.2 MI N FROM SHIPROCK.
 GO0097'13.2 MILES NORTH ALONG U.S. HIGHWAY 666 FROM INDIAN SCHOOL 2 AT
 GO0097'SHIPROCK, SAN JUAN COUNTY, 2.1 MILES SOUTH OF THE COLORADO-NEW MEXICO
 GO0097'STATE LINE, 400 FEET NORTH OF THE NORTH END OF A TABLE ROCK EAST OF
 GO0097'THE HIGHWAY, AT THE SOUTH ONE OF TWO CONCRETE BRIDGES 1,200 FEET
 GO0097'APART, AND IN THE TOP OF THE NORTH END OF THE WEST HEADING.  A
 GO0097'CHISELED SQUARE, MARKED 5262.4.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0096 ***********************************************************************
 DT0096  DESIGNATION -  5289
 DT0096  PID         -  DT0096
 DT0096  STATE/COUNTY-  NM/GRANT
 DT0096  USGS QUAD   -  MOON RANCH (1965)
 DT0096
 DT0096                         *CURRENT SURVEY CONTROL
 DT0096  ___________________________________________________________________
 DT0096* NAD 83(1986)-  33 08 14.     (N)    108 48 17.     (W)     SCALED    
 DT0096* NAVD 88     -      1612.772  (meters)    5291.24   (feet)  ADJUSTED  
 DT0096  ___________________________________________________________________
 DT0096  GEOID HEIGHT-         -24.38  (meters)                     GEOID03
 DT0096  DYNAMIC HT  -        1610.296 (meters)    5283.11  (feet)  COMP
 DT0096  MODELED GRAV-     979,046.2   (mgal)                       NAVD 88
 DT0096
 DT0096  VERT ORDER  -  FIRST     CLASS II
 DT0096
 DT0096.The horizontal coordinates were scaled from a topographic map and have
 DT0096.an estimated accuracy of +/- 6 seconds.
 DT0096
 DT0096.The orthometric height was determined by differential leveling
 DT0096.and adjusted by the National Geodetic Survey in June 1991..
 DT0096
 DT0096.The geoid height was determined by GEOID03.
 DT0096
 DT0096.The dynamic height is computed by dividing the NAVD 88
 DT0096.geopotential number by the normal gravity value computed on the
 DT0096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0096.degrees latitude (g = 980.6199 gals.).
 DT0096
 DT0096.The modeled gravity was interpolated from observed gravity values.
 DT0096
 DT0096;                    North         East    Units  Estimated Accuracy
 DT0096;SPC NM W     -   237,390.      739,370.      MT  (+/- 180 meters Scaled)
 DT0096
 DT0096                          SUPERSEDED SURVEY CONTROL
 DT0096
 DT0096  NGVD 29 (??/??/92) 1611.867  (m)         5288.27   (f) ADJ UNCH    1 2
 DT0096
 DT0096.Superseded values are not recommended for survey control.
 DT0096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0096.See file dsdata.txt to determine how the superseded data were derived.
 DT0096
 DT0096_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYB047686(NAD 83)
 DT0096_MARKER: P = PIPE CAP
 DT0096_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DT0096_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DT0096_STAMPING: 5289
 DT0096_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DT0096
 DT0096  HISTORY     - Date     Condition        Report By
 DT0096  HISTORY     - UNK      MONUMENTED       USGS
 DT0096  HISTORY     - 1934     GOOD             NGS
 DT0096  HISTORY     - 1980     GOOD             NGS
 DT0096
 DT0096                          STATION DESCRIPTION
 DT0096
 DT0096'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DT0096'17.3 MI N FROM CLIFF.
 DT0096'17.3 MI NORTH ALONG STATE HWY NO.11 FROM POST OFFICE. (17.0 MI SOUTH
 DT0096'OF GLENWOOD POST OFFICE) ON STATE HWY NO.11, ABOUT 2.3 MI NORTH OF
 DT0096'JACKSON FILLING STATION, AT THE CREST OF THE DIVIDE BETWEEN DUCK CREEK
 DT0096'AND DRY CREEK.  ABOUT 143 YDS WEST OF THE CENTERLINE OF THE ROAD, AND
 DT0096'38 FEET WEST OF A TELEPHONE POLE LINE.
 DT0096
 DT0096                          STATION RECOVERY (1980)
 DT0096
 DT0096'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DT0096'MARK RECOVERED IN GOOD CONDITION. DUE TO CHANGES IN ROUTE, A NEW
 DT0096'DESCRIPTION FOLLOWS.  27.5 KILOMETERS (17.1 MILES) WEST-NORTHWEST
 DT0096'ALONG U.S. HIGHWAY 180 FROM THE POST OFFICE IN CLIFF, ALSO 25.7
 DT0096'KILOMETERS (15.9 MILES) SOUTHEAST ALONG U.S. HIGHWAY 180 FROM THE POST
 DT0096'OFFICE IN GLENWOOD, 0.5 KILOMETER (0.3 MILE) NORTHWEST OF THE JUNCTION
 DT0096'OF STATE HIGHWAY 78, 0.2 KILOMETERS (0.1 MILE) SOUTH OF HIGHWAY
 DT0096'MILEMARKER 67, 158.2 METERS (519.0 FEET) SOUTHWEST OF THE CENTERLINE
 DT0096'OF THE HIGHWAY, 23.8 METERS (78.0 FEET) SOUTHWEST OF THE CENTER OF A
 DT0096'FIELD ROAD LEADING WEST, 19.2 METERS (63.0 FEET) SOUTHEAST OF THE GATE
 DT0096'OF A CONCRETE WATER FLUE OF AN IRRIGATION DITCH AND 11.6 METERS (38.0
 DT0096'FEET) WEST OF A TELEPHONE POLE.
 DT0096'THE MARK IS 0.6 METERS  NW FROM A WITNESS POST.
 DT0096'THE MARK IS 0.6 M ABOVE THE FIELD ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0683 ***********************************************************************
 FO0683  DESIGNATION -  53
 FO0683  PID         -  FO0683
 FO0683  STATE/COUNTY-  NM/SANDOVAL
 FO0683  USGS QUAD   -  CASA SALAZAR (1961)
 FO0683
 FO0683                         *CURRENT SURVEY CONTROL
 FO0683  ___________________________________________________________________
 FO0683* NAD 83(1986)-  35 27 13.     (N)    107 06 55.     (W)     SCALED    
 FO0683* NAVD 88     -      1754.94   (+/-2cm)    5757.7    (feet)  VERTCON   
 FO0683  ___________________________________________________________________
 FO0683  GEOID HEIGHT-         -20.36  (meters)                     GEOID03
 FO0683
 FO0683  VERT ORDER  -  ? (See Below)
 FO0683
 FO0683.The horizontal coordinates were scaled from a topographic map and have
 FO0683.an estimated accuracy of +/- 6 seconds.
 FO0683
 FO0683.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO0683.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO0683.The vertical order pertains to the NGVD 29 superseded value.
 FO0683
 FO0683.The geoid height was determined by GEOID03.
 FO0683
 FO0683;                    North         East    Units  Estimated Accuracy
 FO0683;SPC NM C     -   494,240.      421,460.      MT  (+/- 180 meters Scaled)
 FO0683
 FO0683                          SUPERSEDED SURVEY CONTROL
 FO0683
 FO0683  NGVD 29 (??/??/92) 1753.990  (m)         5754.55   (f) ADJ UNCH    ?  
 FO0683
 FO0683.Superseded values are not recommended for survey control.
 FO0683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0683.See file dsdata.txt to determine how the superseded data were derived.
 FO0683
 FO0683_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV080254(NAD 83)
 FO0683_MARKER: P = PIPE CAP
 FO0683_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FO0683_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FO0683_STAMPING: 53
 FO0683_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FO0683
 FO0683  HISTORY     - Date     Condition        Report By
 FO0683  HISTORY     - UNK      MONUMENTED       USGS
 FO0683  HISTORY     - 1905     GOOD             NGS
 FO0683
 FO0683                          STATION DESCRIPTION
 FO0683
 FO0683'DESCRIBED BY NATIONAL GEODETIC SURVEY 1905
 FO0683'14.8 MI NW FROM NAVAJO SPRINGS.
 FO0683'14.8 MILES NORTHWEST ALONG A DIRT ROAD FROM NAVAJO SPRINGS, SANDOVAL
 FO0683'COUNTY, 100 FEET WEST OF AN OLD ROCK CORRAL, ON THE EAST EDGE OF A
 FO0683'RIVER BOTTOM, AT THE POINT OF A RIDGE, AND 30 FEET EAST OF THE
 FO0683'CENTERLINE OF THE ROAD.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 FO0683'CAP, STAMPED 53 AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1155 ***********************************************************************
 CX1155  DESIGNATION -  53 C
 CX1155  PID         -  CX1155
 CX1155  STATE/COUNTY-  NM/SIERRA
 CX1155  USGS QUAD   -  KINGSTON (1985)
 CX1155
 CX1155                         *CURRENT SURVEY CONTROL
 CX1155  ___________________________________________________________________
 CX1155* NAD 83(1986)-  32 55 00.     (N)    107 42 26.     (W)     SCALED    
 CX1155* NAVD 88     -      1903.733  (meters)    6245.83   (feet)  ADJUSTED  
 CX1155  ___________________________________________________________________
 CX1155  GEOID HEIGHT-         -22.90  (meters)                     GEOID03
 CX1155  DYNAMIC HT  -        1900.716 (meters)    6235.93  (feet)  COMP
 CX1155  MODELED GRAV-     978,985.2   (mgal)                       NAVD 88
 CX1155
 CX1155  VERT ORDER  -  SECOND    CLASS 0
 CX1155
 CX1155.The horizontal coordinates were scaled from a topographic map and have
 CX1155.an estimated accuracy of +/- 6 seconds.
 CX1155
 CX1155.The orthometric height was determined by differential leveling
 CX1155.and adjusted by the National Geodetic Survey in June 1991..
 CX1155
 CX1155.The geoid height was determined by GEOID03.
 CX1155
 CX1155.The dynamic height is computed by dividing the NAVD 88
 CX1155.geopotential number by the normal gravity value computed on the
 CX1155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX1155.degrees latitude (g = 980.6199 gals.).
 CX1155
 CX1155.The modeled gravity was interpolated from observed gravity values.
 CX1155
 CX1155;                    North         East    Units  Estimated Accuracy
 CX1155;SPC NM W     -   212,520.      841,800.      MT  (+/- 180 meters Scaled)
 CX1155
 CX1155                          SUPERSEDED SURVEY CONTROL
 CX1155
 CX1155  NGVD 29 (??/??/92) 1902.868  (m)         6242.99   (f) ADJ UNCH    2 0
 CX1155
 CX1155.Superseded values are not recommended for survey control.
 CX1155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1155.See file dsdata.txt to determine how the superseded data were derived.
 CX1155
 CX1155_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBS468453(NAD 83)
 CX1155_MARKER: DD = SURVEY DISK
 CX1155_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CX1155_SP_SET: BALUSTRADE
 CX1155_STAMPING: 53 C 1934
 CX1155_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX1155
 CX1155  HISTORY     - Date     Condition        Report By
 CX1155  HISTORY     - 1934     MONUMENTED       USGS
 CX1155  HISTORY     - 1953     GOOD             NGS
 CX1155
 CX1155                          STATION DESCRIPTION
 CX1155
 CX1155'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CX1155'IN KINGSTON.
 CX1155'AT KINGSTON, 0.2 MILE NORTHEAST OF THE BLACK MT. LODGE HOTEL, ACROSS A
 CX1155'DIRT ROAD FROM A VACANT STONE BUILDING, 57 FEET NORTH OF THE CENTER
 CX1155'LINE OF THE DIRT ROAD, 9.5 FEET SOUTH OF THE SOUTH WALL OF A SMALL
 CX1155'WHITE HOUSE, 1.6 FEET ABOVE THE GROUND, SET IN THE TOP OF THE WEST
 CX1155'CONCRETE BALUSTRADE OF THE SOUTH ENTRANCE TO THE HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0581 ***********************************************************************
 DR0581  DESIGNATION -  5306.8
 DR0581  PID         -  DR0581
 DR0581  STATE/COUNTY-  NM/LINCOLN
 DR0581  USGS QUAD   -  NELSON CANYON WEST (1989)
 DR0581
 DR0581                         *CURRENT SURVEY CONTROL
 DR0581  ___________________________________________________________________
 DR0581* NAD 83(1986)-  33 22 57.     (N)    105 13 19.     (W)     SCALED    
 DR0581* NAVD 88     -      1618.186  (meters)    5309.00   (feet)  ADJUSTED  
 DR0581  ___________________________________________________________________
 DR0581  GEOID HEIGHT-         -21.04  (meters)                     GEOID03
 DR0581  DYNAMIC HT  -        1615.800 (meters)    5301.17  (feet)  COMP
 DR0581  MODELED GRAV-     979,105.6   (mgal)                       NAVD 88
 DR0581
 DR0581  VERT ORDER  -  SECOND    CLASS 0
 DR0581
 DR0581.The horizontal coordinates were scaled from a topographic map and have
 DR0581.an estimated accuracy of +/- 6 seconds.
 DR0581
 DR0581.The orthometric height was determined by differential leveling
 DR0581.and adjusted by the National Geodetic Survey in June 1991..
 DR0581
 DR0581.The geoid height was determined by GEOID03.
 DR0581
 DR0581.The dynamic height is computed by dividing the NAVD 88
 DR0581.geopotential number by the normal gravity value computed on the
 DR0581.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0581.degrees latitude (g = 980.6199 gals.).
 DR0581
 DR0581.The modeled gravity was interpolated from observed gravity values.
 DR0581
 DR0581;                    North         East    Units  Estimated Accuracy
 DR0581;SPC NM C     -   264,640.      595,650.      MT  (+/- 180 meters Scaled)
 DR0581
 DR0581                          SUPERSEDED SURVEY CONTROL
 DR0581
 DR0581  NGVD 29 (??/??/92) 1617.513  (m)         5306.79   (f) ADJ UNCH    2 0
 DR0581
 DR0581.Superseded values are not recommended for survey control.
 DR0581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0581.See file dsdata.txt to determine how the superseded data were derived.
 DR0581
 DR0581_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDS793937(NAD 83)
 DR0581_MARKER: Q = CHISELED SQUARE
 DR0581_SETTING: 66 = SET IN ROCK OUTCROP
 DR0581_SP_SET: OUTCROP
 DR0581_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DR0581+STABILITY: POSITION/ELEVATION WELL
 DR0581
 DR0581  HISTORY     - Date     Condition        Report By
 DR0581  HISTORY     - UNK      MONUMENTED       BPR
 DR0581  HISTORY     - 1939     GOOD             NGS
 DR0581
 DR0581                          STATION DESCRIPTION
 DR0581
 DR0581'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 DR0581'1.0 MI N FROM TINNIE.
 DR0581'ON THE TINNIE-ARABELA ROAD, 1.0 MILES NORTH OF HONDO VALLEY GARAGE.
 DR0581'22.0 FT. NORTH OF A CORNER POST OF A WIRE FENCE.  25.0 FT. WEST OF THE
 DR0581'CENTERLINE OF ROAD.  6.0 FT. ABOVE THE SURFACE OF ROAD.  3.0 FT. WEST
 DR0581'OF A WIRE FENCE.  ON TOP OF A ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0137 ***********************************************************************
 DT0137  DESIGNATION -  5337
 DT0137  PID         -  DT0137
 DT0137  STATE/COUNTY-  NM/GRANT
 DT0137  USGS QUAD   -  WILSON MOUNTAIN (1965)
 DT0137
 DT0137                         *CURRENT SURVEY CONTROL
 DT0137  ___________________________________________________________________
 DT0137* NAD 83(1986)-  33 07 31.     (N)    108 54 55.     (W)     SCALED    
 DT0137* NAVD 88     -      1627.470  (meters)    5339.46   (feet)  ADJUSTED  
 DT0137  ___________________________________________________________________
 DT0137  GEOID HEIGHT-         -24.54  (meters)                     GEOID03
 DT0137  DYNAMIC HT  -        1624.961 (meters)    5331.23  (feet)  COMP
 DT0137  MODELED GRAV-     979,039.1   (mgal)                       NAVD 88
 DT0137
 DT0137  VERT ORDER  -  SECOND    CLASS 0
 DT0137
 DT0137.The horizontal coordinates were scaled from a topographic map and have
 DT0137.an estimated accuracy of +/- 6 seconds.
 DT0137
 DT0137.The orthometric height was determined by differential leveling
 DT0137.and adjusted by the National Geodetic Survey in June 1991..
 DT0137
 DT0137.The geoid height was determined by GEOID03.
 DT0137
 DT0137.The dynamic height is computed by dividing the NAVD 88
 DT0137.geopotential number by the normal gravity value computed on the
 DT0137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0137.degrees latitude (g = 980.6199 gals.).
 DT0137
 DT0137.The modeled gravity was interpolated from observed gravity values.
 DT0137
 DT0137;                    North         East    Units  Estimated Accuracy
 DT0137;SPC NM W     -   236,170.      729,040.      MT  (+/- 180 meters Scaled)
 DT0137
 DT0137                          SUPERSEDED SURVEY CONTROL
 DT0137
 DT0137  NGVD 29 (??/??/92) 1626.566  (m)         5336.49   (f) ADJ UNCH    2 0
 DT0137
 DT0137.Superseded values are not recommended for survey control.
 DT0137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0137.See file dsdata.txt to determine how the superseded data were derived.
 DT0137
 DT0137_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB944671(NAD 83)
 DT0137_MARKER: DD = SURVEY DISK
 DT0137_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 DT0137_SP_SET: UNSPECIFIED ROCK
 DT0137_STAMPING: 5337 PHNX 1902
 DT0137_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DT0137
 DT0137  HISTORY     - Date     Condition        Report By
 DT0137  HISTORY     - 1902     MONUMENTED       USGS
 DT0137  HISTORY     - 1934     GOOD             NGS
 DT0137
 DT0137                          STATION DESCRIPTION
 DT0137
 DT0137'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DT0137'2.8 MI E FROM MULE CREEK.
 DT0137'ON STATE HWY. NO. 78, 8.6 MILES
 DT0137'WEST OF JUNCTION WITH HWY. NO. 11, ABOUT 0.5 MILE SOUTH OF ROCKY CLIFF
 DT0137'AND OLD BUILDINGS, 0.2 MILE EAST OF CATTLE GUARD, 350 FT. WEST OF
 DT0137'SUMMIT OF RISE OUT OF LARGE WASH, ABOUT 150 FT. EAST OF WASH, AND 20
 DT0137'FT. SOUTH OF CENTER LINE OF HWY.  ON TOP OF REDDISH COLORED ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0468 ***********************************************************************
 DR0468  DESIGNATION -  5367.5
 DR0468  PID         -  DR0468
 DR0468  STATE/COUNTY-  NM/LINCOLN
 DR0468  USGS QUAD   -  ARABELA (1981)
 DR0468
 DR0468                         *CURRENT SURVEY CONTROL
 DR0468  ___________________________________________________________________
 DR0468* NAD 83(1986)-  33 30 57.     (N)    105 10 27.     (W)     SCALED    
 DR0468* NAVD 88     -      1636.737  (meters)    5369.86   (feet)  ADJUSTED  
 DR0468  ___________________________________________________________________
 DR0468  GEOID HEIGHT-         -21.36  (meters)                     GEOID03
 DR0468  DYNAMIC HT  -        1634.310 (meters)    5361.90  (feet)  COMP
 DR0468  MODELED GRAV-     979,096.4   (mgal)                       NAVD 88
 DR0468
 DR0468  VERT ORDER  -  SECOND    CLASS 0
 DR0468
 DR0468.The horizontal coordinates were scaled from a topographic map and have
 DR0468.an estimated accuracy of +/- 6 seconds.
 DR0468
 DR0468.The orthometric height was determined by differential leveling
 DR0468.and adjusted by the National Geodetic Survey in June 1991..
 DR0468
 DR0468.The geoid height was determined by GEOID03.
 DR0468
 DR0468.The dynamic height is computed by dividing the NAVD 88
 DR0468.geopotential number by the normal gravity value computed on the
 DR0468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0468.degrees latitude (g = 980.6199 gals.).
 DR0468
 DR0468.The modeled gravity was interpolated from observed gravity values.
 DR0468
 DR0468;                    North         East    Units  Estimated Accuracy
 DR0468;SPC NM C     -   279,480.      599,940.      MT  (+/- 180 meters Scaled)
 DR0468
 DR0468                          SUPERSEDED SURVEY CONTROL
 DR0468
 DR0468  NGVD 29 (??/??/92) 1636.023  (m)         5367.52   (f) ADJ UNCH    2 0
 DR0468
 DR0468.Superseded values are not recommended for survey control.
 DR0468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0468.See file dsdata.txt to determine how the superseded data were derived.
 DR0468
 DR0468_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDT838084(NAD 83)
 DR0468_MARKER: Q = CHISELED SQUARE
 DR0468_SETTING: 80 = SET IN A BOULDER
 DR0468_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR0468+STABILITY: SURFACE MOTION
 DR0468
 DR0468  HISTORY     - Date     Condition        Report By
 DR0468  HISTORY     - UNK      MONUMENTED       USGS
 DR0468  HISTORY     - 1939     GOOD             NGS
 DR0468
 DR0468                          STATION DESCRIPTION
 DR0468
 DR0468'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 DR0468'12.0 MI S FROM TINNIE.
 DR0468'ON TINNIE-ARABELA ROAD, 12.0 MILES NORTH OF POST OFFICE.  40.0 FT.
 DR0468'EAST OF A STONE OUTCROP 40.0 FT. WEST OF THE CENTERLINE OF ROAD.  2.0
 DR0468'FT. ABOVE THE SURFACE OF ROAD.  ON TOP OF A BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0471 ***********************************************************************
 DR0471  DESIGNATION -  5380.4
 DR0471  PID         -  DR0471
 DR0471  STATE/COUNTY-  NM/LINCOLN
 DR0471  USGS QUAD   -  ARABELA (1981)
 DR0471
 DR0471                         *CURRENT SURVEY CONTROL
 DR0471  ___________________________________________________________________
 DR0471* NAD 83(1986)-  33 32 20.     (N)    105 10 23.     (W)     SCALED    
 DR0471* NAVD 88     -      1640.667  (meters)    5382.76   (feet)  ADJUSTED  
 DR0471  ___________________________________________________________________
 DR0471  GEOID HEIGHT-         -21.38  (meters)                     GEOID03
 DR0471  DYNAMIC HT  -        1638.235 (meters)    5374.78  (feet)  COMP
 DR0471  MODELED GRAV-     979,096.9   (mgal)                       NAVD 88
 DR0471
 DR0471  VERT ORDER  -  SECOND    CLASS 0
 DR0471
 DR0471.The horizontal coordinates were scaled from a topographic map and have
 DR0471.an estimated accuracy of +/- 6 seconds.
 DR0471
 DR0471.The orthometric height was determined by differential leveling
 DR0471.and adjusted by the National Geodetic Survey in June 1991..
 DR0471
 DR0471.The geoid height was determined by GEOID03.
 DR0471
 DR0471.The dynamic height is computed by dividing the NAVD 88
 DR0471.geopotential number by the normal gravity value computed on the
 DR0471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0471.degrees latitude (g = 980.6199 gals.).
 DR0471
 DR0471.The modeled gravity was interpolated from observed gravity values.
 DR0471
 DR0471;                    North         East    Units  Estimated Accuracy
 DR0471;SPC NM C     -   282,030.      600,020.      MT  (+/- 180 meters Scaled)
 DR0471
 DR0471                          SUPERSEDED SURVEY CONTROL
 DR0471
 DR0471  NGVD 29 (??/??/92) 1639.948  (m)         5380.40   (f) ADJ UNCH    2 0
 DR0471
 DR0471.Superseded values are not recommended for survey control.
 DR0471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0471.See file dsdata.txt to determine how the superseded data were derived.
 DR0471
 DR0471_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDT839110(NAD 83)
 DR0471_MARKER: N = NAIL
 DR0471_SETTING: 0 = UNSPECIFIED SETTING
 DR0471_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR0471
 DR0471  HISTORY     - Date     Condition        Report By
 DR0471  HISTORY     - UNK      MONUMENTED       USGS
 DR0471  HISTORY     - 1939     GOOD             NGS
 DR0471
 DR0471                          STATION DESCRIPTION
 DR0471
 DR0471'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 DR0471'3.8 MI S FROM ARABELA.
 DR0471'ON ARABIA-TINNIE ROAD, 3.8 MILES SOUTH OF GENERAL STORE.  25.0 FT.
 DR0471'WEST OF THE CENTERLINE OF ROAD.  ON TOP OF THE EAST ROOT OF A 12 IN.
 DR0471'TREE.  3.0 FT. ABOVE THE SURFACE OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1153 ***********************************************************************
 CX1153  DESIGNATION -  54 C
 CX1153  PID         -  CX1153
 CX1153  STATE/COUNTY-  NM/SIERRA
 CX1153  USGS QUAD   -  KINGSTON (1985)
 CX1153
 CX1153                         *CURRENT SURVEY CONTROL
 CX1153  ___________________________________________________________________
 CX1153* NAD 83(1986)-  32 54 09.     (N)    107 43 34.     (W)     SCALED    
 CX1153* NAVD 88     -      2105.426  (meters)    6907.55   (feet)  ADJUSTED  
 CX1153  ___________________________________________________________________
 CX1153  GEOID HEIGHT-         -22.90  (meters)                     GEOID03
 CX1153  DYNAMIC HT  -        2102.012 (meters)    6896.35  (feet)  COMP
 CX1153  MODELED GRAV-     978,940.7   (mgal)                       NAVD 88
 CX1153
 CX1153  VERT ORDER  -  SECOND    CLASS 0
 CX1153
 CX1153.The horizontal coordinates were scaled from a topographic map and have
 CX1153.an estimated accuracy of +/- 6 seconds.
 CX1153
 CX1153.The orthometric height was determined by differential leveling
 CX1153.and adjusted by the National Geodetic Survey in June 1991..
 CX1153
 CX1153.The geoid height was determined by GEOID03.
 CX1153
 CX1153.The dynamic height is computed by dividing the NAVD 88
 CX1153.geopotential number by the normal gravity value computed on the
 CX1153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX1153.degrees latitude (g = 980.6199 gals.).
 CX1153
 CX1153.The modeled gravity was interpolated from observed gravity values.
 CX1153
 CX1153;                    North         East    Units  Estimated Accuracy
 CX1153;SPC NM W     -   210,950.      840,030.      MT  (+/- 180 meters Scaled)
 CX1153
 CX1153                          SUPERSEDED SURVEY CONTROL
 CX1153
 CX1153  NGVD 29 (??/??/92) 2104.505  (m)         6904.53   (f) ADJ UNCH    2 0
 CX1153
 CX1153.Superseded values are not recommended for survey control.
 CX1153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1153.See file dsdata.txt to determine how the superseded data were derived.
 CX1153
 CX1153_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBS450437(NAD 83)
 CX1153_MARKER: DD = SURVEY DISK
 CX1153_SETTING: 66 = SET IN ROCK OUTCROP
 CX1153_SP_SET: ROCK LEDGE
 CX1153_STAMPING: U.S.G.S. 54-C 1934 6906
 CX1153_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CX1153+STABILITY: POSITION/ELEVATION WELL
 CX1153
 CX1153  HISTORY     - Date     Condition        Report By
 CX1153  HISTORY     - 1934     MONUMENTED       USGS
 CX1153  HISTORY     - 1934     GOOD             NGS
 CX1153  HISTORY     - 1953     MARK NOT FOUND   NGS
 CX1153
 CX1153                          STATION DESCRIPTION
 CX1153
 CX1153'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CX1153'2.6 MI W FROM KINGSTON.
 CX1153'2.6 MI. W. OF ALONG STATE NO. 180.  50 FT. S.W. OF CULVERT IN CURVE 3
 CX1153'FT. HIGHER THAN ROADBED AND 12 FT. W. OF CENTER LINE OF HWY.
 CX1153
 CX1153                          STATION RECOVERY (1953)
 CX1153
 CX1153'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 CX1153'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0597 ***********************************************************************
 DR0597  DESIGNATION -  5416 67 WA
 DR0597  PID         -  DR0597
 DR0597  STATE/COUNTY-  NM/LINCOLN
 DR0597  USGS QUAD   -  SAN PATRICIO (1989)
 DR0597
 DR0597                         *CURRENT SURVEY CONTROL
 DR0597  ___________________________________________________________________
 DR0597* NAD 83(1986)-  33 25 57.     (N)    105 18 38.     (W)     SCALED    
 DR0597* NAVD 88     -      1651.730  (meters)    5419.05   (feet)  ADJUSTED  
 DR0597  ___________________________________________________________________
 DR0597  GEOID HEIGHT-         -20.58  (meters)                     GEOID03
 DR0597  DYNAMIC HT  -        1649.295 (meters)    5411.06  (feet)  COMP
 DR0597  MODELED GRAV-     979,104.0   (mgal)                       NAVD 88
 DR0597
 DR0597  VERT ORDER  -  SECOND    CLASS 0
 DR0597
 DR0597.The horizontal coordinates were scaled from a topographic map and have
 DR0597.an estimated accuracy of +/- 6 seconds.
 DR0597
 DR0597.The orthometric height was determined by differential leveling
 DR0597.and adjusted by the National Geodetic Survey in June 1991..
 DR0597
 DR0597.The geoid height was determined by GEOID03.
 DR0597
 DR0597.The dynamic height is computed by dividing the NAVD 88
 DR0597.geopotential number by the normal gravity value computed on the
 DR0597.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0597.degrees latitude (g = 980.6199 gals.).
 DR0597
 DR0597.The modeled gravity was interpolated from observed gravity values.
 DR0597
 DR0597;                    North         East    Units  Estimated Accuracy
 DR0597;SPC NM C     -   270,110.      587,360.      MT  (+/- 180 meters Scaled)
 DR0597
 DR0597                          SUPERSEDED SURVEY CONTROL
 DR0597
 DR0597  NGVD 29 (??/??/92) 1651.049  (m)         5416.82   (f) ADJ UNCH    2 0
 DR0597
 DR0597.Superseded values are not recommended for survey control.
 DR0597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0597.See file dsdata.txt to determine how the superseded data were derived.
 DR0597
 DR0597_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDS711992(NAD 83)
 DR0597_MARKER: DD = SURVEY DISK
 DR0597_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR0597_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DR0597_STAMPING: 5416 67WA
 DR0597_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR0597+STABILITY: SURFACE MOTION
 DR0597
 DR0597  HISTORY     - Date     Condition        Report By
 DR0597  HISTORY     - UNK      MONUMENTED       USGS
 DR0597  HISTORY     - 1934     GOOD             NGS
 DR0597
 DR0597                          STATION DESCRIPTION
 DR0597
 DR0597'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DR0597'3.9 MI W FROM HONDO.
 DR0597'3.9 MI WEST ON US HWY NO. 380 50 YDS SOUTH OF AN ADOBE HOUSE, 87 FEET
 DR0597'EAST OF A GATE, 28 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, AND 2
 DR0597'FEET SOUTH OF A FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0467 ***********************************************************************
 DR0467  DESIGNATION -  5462.3
 DR0467  PID         -  DR0467
 DR0467  STATE/COUNTY-  NM/LINCOLN
 DR0467  USGS QUAD   -  ARABELA (1981)
 DR0467
 DR0467                         *CURRENT SURVEY CONTROL
 DR0467  ___________________________________________________________________
 DR0467* NAD 83(1986)-  33 30 49.     (N)    105 11 27.     (W)     SCALED    
 DR0467* NAVD 88     -      1665.642  (meters)    5464.69   (feet)  ADJUSTED  
 DR0467  ___________________________________________________________________
 DR0467  GEOID HEIGHT-         -21.26  (meters)                     GEOID03
 DR0467  DYNAMIC HT  -        1663.163 (meters)    5456.56  (feet)  COMP
 DR0467  MODELED GRAV-     979,089.5   (mgal)                       NAVD 88
 DR0467
 DR0467  VERT ORDER  -  SECOND    CLASS 0
 DR0467
 DR0467.The horizontal coordinates were scaled from a topographic map and have
 DR0467.an estimated accuracy of +/- 6 seconds.
 DR0467
 DR0467.The orthometric height was determined by differential leveling
 DR0467.and adjusted by the National Geodetic Survey in June 1991..
 DR0467
 DR0467.The geoid height was determined by GEOID03.
 DR0467
 DR0467.The dynamic height is computed by dividing the NAVD 88
 DR0467.geopotential number by the normal gravity value computed on the
 DR0467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0467.degrees latitude (g = 980.6199 gals.).
 DR0467
 DR0467.The modeled gravity was interpolated from observed gravity values.
 DR0467
 DR0467;                    North         East    Units  Estimated Accuracy
 DR0467;SPC NM C     -   279,210.      598,400.      MT  (+/- 180 meters Scaled)
 DR0467
 DR0467                          SUPERSEDED SURVEY CONTROL
 DR0467
 DR0467  NGVD 29 (??/??/92) 1664.921  (m)         5462.33   (f) ADJ UNCH    2 0
 DR0467
 DR0467.Superseded values are not recommended for survey control.
 DR0467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0467.See file dsdata.txt to determine how the superseded data were derived.
 DR0467
 DR0467_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDT822082(NAD 83)
 DR0467_MARKER: Z = SEE DESCRIPTION
 DR0467_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DR0467_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DR0467_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR0467
 DR0467  HISTORY     - Date     Condition        Report By
 DR0467  HISTORY     - UNK      MONUMENTED       USGS
 DR0467  HISTORY     - 1939     GOOD             USGS
 DR0467
 DR0467                          STATION DESCRIPTION
 DR0467
 DR0467'DESCRIBED BY US GEOLOGICAL SURVEY 1939
 DR0467'11.0 MI N FROM TINNIE.
 DR0467'ON THE TINNIE-ARABELA ROAD, 11.0 MILES NORTH OF POST OFFICE AT A
 DR0467'NORTH-EAST TO EAST CURVE IN ROAD.  30.0 FT. NORTHWEST OF THE
 DR0467'CENTERLINE OF ROAD.  1.0 FT. NORTHWEST OF A CEDAR POST.  3.0 FT. ABOVE
 DR0467'THE SURFACE OF ROAD.  THE HIGHEST POINT ON TOP OF A 1 IN. PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0437 ***********************************************************************
 FO0437  DESIGNATION -  5468.81
 FO0437  PID         -  FO0437
 FO0437  STATE/COUNTY-  NM/SANDOVAL
 FO0437  USGS QUAD   -  SAN YSIDRO (1969)
 FO0437
 FO0437                         *CURRENT SURVEY CONTROL
 FO0437  ___________________________________________________________________
 FO0437* NAD 83(1986)-  35 33 24.     (N)    106 47 09.     (W)     SCALED    
 FO0437* NAVD 88     -      1667.814  (meters)    5471.82   (feet)  ADJUSTED  
 FO0437  ___________________________________________________________________
 FO0437  GEOID HEIGHT-         -20.33  (meters)                     GEOID03
 FO0437  DYNAMIC HT  -        1665.597 (meters)    5464.55  (feet)  COMP
 FO0437  MODELED GRAV-     979,245.5   (mgal)                       NAVD 88
 FO0437
 FO0437  VERT ORDER  -  SECOND    CLASS 0
 FO0437
 FO0437.The horizontal coordinates were scaled from a topographic map and have
 FO0437.an estimated accuracy of +/- 6 seconds.
 FO0437
 FO0437.The orthometric height was determined by differential leveling
 FO0437.and adjusted by the National Geodetic Survey in June 1991..
 FO0437
 FO0437.The geoid height was determined by GEOID03.
 FO0437
 FO0437.The dynamic height is computed by dividing the NAVD 88
 FO0437.geopotential number by the normal gravity value computed on the
 FO0437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0437.degrees latitude (g = 980.6199 gals.).
 FO0437
 FO0437.The modeled gravity was interpolated from observed gravity values.
 FO0437
 FO0437;                    North         East    Units  Estimated Accuracy
 FO0437;SPC NM C     -   505,460.      451,420.      MT  (+/- 180 meters Scaled)
 FO0437
 FO0437                          SUPERSEDED SURVEY CONTROL
 FO0437
 FO0437  NGVD 29 (??/??/92) 1666.923  (m)         5468.90   (f) ADJ UNCH    2 0
 FO0437
 FO0437.Superseded values are not recommended for survey control.
 FO0437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0437.See file dsdata.txt to determine how the superseded data were derived.
 FO0437
 FO0437_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV381362(NAD 83)
 FO0437_MARKER: DD = SURVEY DISK
 FO0437_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FO0437_SP_SET: CULVERT
 FO0437_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FO0437
 FO0437  HISTORY     - Date     Condition        Report By
 FO0437  HISTORY     - UNK      MONUMENTED       USGS
 FO0437  HISTORY     - 1957     GOOD             NGS
 FO0437  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 FO0437
 FO0437                          STATION DESCRIPTION
 FO0437
 FO0437'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 FO0437'0.65 MI W FROM SAN YSIDRO.
 FO0437'ABOUT 0.65 MILES WEST ALONG STATE HIGHWAY 44 FROM THE TRIANGLE TAVERN
 FO0437'AT SAN YSIDRO, 18 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 1 FOOT
 FO0437'BELOW THE LEVEL OF THE HIGHWAY, SET IN THE TOP OF THE WEST END OF THE
 FO0437'NORTH HEADWALL OF A 36 INCH STEEL TUBE CULVERT UNDER THE HIGHWAY.
 FO0437
 FO0437                          STATION RECOVERY (1989)
 FO0437
 FO0437'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 FO0437'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0684 ***********************************************************************
 FO0684  DESIGNATION -  55
 FO0684  PID         -  FO0684
 FO0684  STATE/COUNTY-  NM/SANDOVAL
 FO0684  USGS QUAD   -  CASA SALAZAR (1961)
 FO0684
 FO0684                         *CURRENT SURVEY CONTROL
 FO0684  ___________________________________________________________________
 FO0684* NAD 83(1986)-  35 28 50.     (N)    107 06 37.     (W)     SCALED    
 FO0684* NAVD 88     -      1766.41   (+/-2cm)    5795.3    (feet)  VERTCON   
 FO0684  ___________________________________________________________________
 FO0684  GEOID HEIGHT-         -20.34  (meters)                     GEOID03
 FO0684
 FO0684  VERT ORDER  -  ? (See Below)
 FO0684
 FO0684.The horizontal coordinates were scaled from a topographic map and have
 FO0684.an estimated accuracy of +/- 6 seconds.
 FO0684
 FO0684.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO0684.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO0684.The vertical order pertains to the NGVD 29 superseded value.
 FO0684
 FO0684.The geoid height was determined by GEOID03.
 FO0684
 FO0684;                    North         East    Units  Estimated Accuracy
 FO0684;SPC NM C     -   497,220.      421,940.      MT  (+/- 180 meters Scaled)
 FO0684
 FO0684                          SUPERSEDED SURVEY CONTROL
 FO0684
 FO0684  NGVD 29 (??/??/92) 1765.461  (m)         5792.18   (f) ADJ UNCH    ?  
 FO0684
 FO0684.Superseded values are not recommended for survey control.
 FO0684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0684.See file dsdata.txt to determine how the superseded data were derived.
 FO0684
 FO0684_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV085283(NAD 83)
 FO0684_MARKER: P = PIPE CAP
 FO0684_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FO0684_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FO0684_STAMPING: 55
 FO0684_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FO0684
 FO0684  HISTORY     - Date     Condition        Report By
 FO0684  HISTORY     - UNK      MONUMENTED       USGS
 FO0684  HISTORY     - 1905     GOOD             NGS
 FO0684
 FO0684                          STATION DESCRIPTION
 FO0684
 FO0684'DESCRIBED BY NATIONAL GEODETIC SURVEY 1905
 FO0684'0.2 MI E FROM SALAZAR.
 FO0684'0.2 MILE EAST ALONG A DIRT ROAD FROM CASA SALAZAR, SANDOVAL COUNTY,
 FO0684'900 FEET EAST OF A FORD, AND AT A FORK IN THE ROAD (ONE ROAD LEADS TO
 FO0684'CASA SALAZAR AND CABEZON).  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 FO0684'CAP, STAMPED 55 AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1152 ***********************************************************************
 CX1152  DESIGNATION -  55 C
 CX1152  PID         -  CX1152
 CX1152  STATE/COUNTY-  NM/SIERRA
 CX1152  USGS QUAD   -  KINGSTON (1985)
 CX1152
 CX1152                         *CURRENT SURVEY CONTROL
 CX1152  ___________________________________________________________________
 CX1152* NAD 83(1986)-  32 53 46.     (N)    107 44 18.     (W)     SCALED    
 CX1152* NAVD 88     -      2219.460  (meters)    7281.68   (feet)  ADJUSTED  
 CX1152  ___________________________________________________________________
 CX1152  GEOID HEIGHT-         -22.90  (meters)                     GEOID03
 CX1152  DYNAMIC HT  -        2215.806 (meters)    7269.69  (feet)  COMP
 CX1152  MODELED GRAV-     978,911.4   (mgal)                       NAVD 88
 CX1152
 CX1152  VERT ORDER  -  SECOND    CLASS 0
 CX1152
 CX1152.The horizontal coordinates were scaled from a topographic map and have
 CX1152.an estimated accuracy of +/- 6 seconds.
 CX1152
 CX1152.The orthometric height was determined by differential leveling
 CX1152.and adjusted by the National Geodetic Survey in June 1991..
 CX1152
 CX1152.The geoid height was determined by GEOID03.
 CX1152
 CX1152.The dynamic height is computed by dividing the NAVD 88
 CX1152.geopotential number by the normal gravity value computed on the
 CX1152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX1152.degrees latitude (g = 980.6199 gals.).
 CX1152
 CX1152.The modeled gravity was interpolated from observed gravity values.
 CX1152
 CX1152;                    North         East    Units  Estimated Accuracy
 CX1152;SPC NM W     -   210,240.      838,890.      MT  (+/- 180 meters Scaled)
 CX1152
 CX1152                          SUPERSEDED SURVEY CONTROL
 CX1152
 CX1152  NGVD 29 (??/??/92) 2218.496  (m)         7278.52   (f) ADJ UNCH    2 0
 CX1152
 CX1152.Superseded values are not recommended for survey control.
 CX1152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1152.See file dsdata.txt to determine how the superseded data were derived.
 CX1152
 CX1152_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBS438430(NAD 83)
 CX1152_MARKER: DD = SURVEY DISK
 CX1152_SETTING: 66 = SET IN ROCK OUTCROP
 CX1152_SP_SET: ROCK LEDGE
 CX1152_STAMPING: U.S.G.S. 55-C 1934 7280
 CX1152_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CX1152+STABILITY: POSITION/ELEVATION WELL
 CX1152
 CX1152  HISTORY     - Date     Condition        Report By
 CX1152  HISTORY     - 1934     MONUMENTED       USGS
 CX1152  HISTORY     - 1934     GOOD             NGS
 CX1152  HISTORY     - 1953     MARK NOT FOUND   NGS
 CX1152
 CX1152                          STATION DESCRIPTION
 CX1152
 CX1152'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CX1152'4.5 MI SW FROM KINGSTON.
 CX1152'4.5 MI. S.W. OF ALONG STATE HWY NO. 180.  AT A CURVE IN THE ROAD, 33
 CX1152'FT. W. OF CENTER LINE OF HWY., AND 1 FT. W. OF A FAULT 6 FT. ABOVE
 CX1152'LEVEL OF ROAD.
 CX1152
 CX1152                          STATION RECOVERY (1953)
 CX1152
 CX1152'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 CX1152'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0592 ***********************************************************************
 DR0592  DESIGNATION -  5547.5
 DR0592  PID         -  DR0592
 DR0592  STATE/COUNTY-  NM/LINCOLN
 DR0592  USGS QUAD   -  NELSON CANYON WEST (1989)
 DR0592
 DR0592                         *CURRENT SURVEY CONTROL
 DR0592  ___________________________________________________________________
 DR0592* NAD 83(1986)-  33 29 55.     (N)    105 12 07.     (W)     SCALED    
 DR0592* NAVD 88     -      1691.655  (meters)    5550.04   (feet)  ADJUSTED  
 DR0592  ___________________________________________________________________
 DR0592  GEOID HEIGHT-         -21.19  (meters)                     GEOID03
 DR0592  DYNAMIC HT  -        1689.133 (meters)    5541.76  (feet)  COMP
 DR0592  MODELED GRAV-     979,086.3   (mgal)                       NAVD 88
 DR0592
 DR0592  VERT ORDER  -  SECOND    CLASS 0
 DR0592
 DR0592.The horizontal coordinates were scaled from a topographic map and have
 DR0592.an estimated accuracy of +/- 6 seconds.
 DR0592
 DR0592.The orthometric height was determined by differential leveling
 DR0592.and adjusted by the National Geodetic Survey in June 1991..
 DR0592
 DR0592.The geoid height was determined by GEOID03.
 DR0592
 DR0592.The dynamic height is computed by dividing the NAVD 88
 DR0592.geopotential number by the normal gravity value computed on the
 DR0592.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0592.degrees latitude (g = 980.6199 gals.).
 DR0592
 DR0592.The modeled gravity was interpolated from observed gravity values.
 DR0592
 DR0592;                    North         East    Units  Estimated Accuracy
 DR0592;SPC NM C     -   277,540.      597,380.      MT  (+/- 180 meters Scaled)
 DR0592
 DR0592                          SUPERSEDED SURVEY CONTROL
 DR0592
 DR0592  NGVD 29 (??/??/92) 1690.932  (m)         5547.67   (f) ADJ UNCH    2 0
 DR0592
 DR0592.Superseded values are not recommended for survey control.
 DR0592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0592.See file dsdata.txt to determine how the superseded data were derived.
 DR0592
 DR0592_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDT812065(NAD 83)
 DR0592_MARKER: Q = CHISELED SQUARE
 DR0592_SETTING: 66 = SET IN ROCK OUTCROP
 DR0592_SP_SET: OUTCROP
 DR0592_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DR0592+STABILITY: POSITION/ELEVATION WELL
 DR0592
 DR0592  HISTORY     - Date     Condition        Report By
 DR0592  HISTORY     - UNK      MONUMENTED       BPR
 DR0592  HISTORY     - 1939     GOOD             NGS
 DR0592  HISTORY     - 1953     GOOD             NMHD
 DR0592
 DR0592                          STATION DESCRIPTION
 DR0592
 DR0592'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 DR0592'9.5 MI N FROM TINNIE.
 DR0592'ON THE TINNIE-ARABELA ROAD, 9.5 MILES NORTH OF POST OFFICE 200 FT.
 DR0592'WEST OF MR. PACHECOS SHACK.  40.0 FT. WEST OF THE CENTERLINE OF ROAD.
 DR0592'6.0 FT. EAST OF AN 18 INCH JUPITER TREE.  5.0 FT. ABOVE THE SURFACE OF
 DR0592'ROAD.  ON TOP OF A ROCK OUTCROP.
 DR0592
 DR0592                          STATION RECOVERY (1953)
 DR0592
 DR0592'RECOVERY NOTE BY NM HIGHWAY DEPT 1953
 DR0592'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0013 ***********************************************************************
 FO0013  DESIGNATION -  5552.5
 FO0013  PID         -  FO0013
 FO0013  STATE/COUNTY-  NM/SANTA FE
 FO0013  USGS QUAD   -  ESPANOLA (1984)
 FO0013
 FO0013                         *CURRENT SURVEY CONTROL
 FO0013  ___________________________________________________________________
 FO0013* NAD 83(1986)-  35 54 53.     (N)    106 07 31.     (W)     SCALED    
 FO0013* NAVD 88     -      1693.519  (meters)    5556.15   (feet)  ADJUSTED  
 FO0013  ___________________________________________________________________
 FO0013  GEOID HEIGHT-         -19.27  (meters)                     GEOID03
 FO0013  DYNAMIC HT  -        1691.242 (meters)    5548.68  (feet)  COMP
 FO0013  MODELED GRAV-     979,229.5   (mgal)                       NAVD 88
 FO0013
 FO0013  VERT ORDER  -  SECOND    CLASS 0
 FO0013
 FO0013.The horizontal coordinates were scaled from a topographic map and have
 FO0013.an estimated accuracy of +/- 6 seconds.
 FO0013
 FO0013.The orthometric height was determined by differential leveling
 FO0013.and adjusted by the National Geodetic Survey in June 1991..
 FO0013
 FO0013.The geoid height was determined by GEOID03.
 FO0013
 FO0013.The dynamic height is computed by dividing the NAVD 88
 FO0013.geopotential number by the normal gravity value computed on the
 FO0013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0013.degrees latitude (g = 980.6199 gals.).
 FO0013
 FO0013.The modeled gravity was interpolated from observed gravity values.
 FO0013
 FO0013;                    North         East    Units  Estimated Accuracy
 FO0013;SPC NM C     -   545,060.      511,260.      MT  (+/- 180 meters Scaled)
 FO0013
 FO0013                          SUPERSEDED SURVEY CONTROL
 FO0013
 FO0013  NGVD 29 (??/??/92) 1692.520  (m)         5552.88   (f) ADJ UNCH    2 0
 FO0013
 FO0013.Superseded values are not recommended for survey control.
 FO0013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0013.See file dsdata.txt to determine how the superseded data were derived.
 FO0013
 FO0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV984750(NAD 83)
 FO0013_MARKER: DD = SURVEY DISK
 FO0013_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FO0013_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FO0013_STAMPING: T 20N R 8E S 31 S 32 S 6 S 5 T 19N 1914
 FO0013_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FO0013
 FO0013  HISTORY     - Date     Condition        Report By
 FO0013  HISTORY     - 1914     MONUMENTED       USGLO
 FO0013  HISTORY     - 1941     GOOD             NGS
 FO0013
 FO0013                          STATION DESCRIPTION
 FO0013
 FO0013'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 FO0013'3.2 MI NW FROM OWOTI HIGHWAY BRIDGE.
 FO0013'TO REACH FROM THE OWOTI HIGHWAY BRIDGE OVER THE RIO GRANDE RIVER.  GO
 FO0013'0.1 MILE WEST ALONG STATE HIGHWAY NO. 4 TO THE INTERSECTION OF THE
 FO0013'DENVER RIO GRANDE RAILROAD.  THENCE, GO 3.1 MILES NORTHERLY ALONG THE
 FO0013'DENVER AND RIO GRANDE RAILROAD TO THE SITE OF BENCH MARK.  BENCH MARK
 FO0013'IS 0.8 MILE NORTH OF THE SAN ILDEFONSO SIDING, 0.3 MILE SOUTH OF A
 FO0013'RANCH ROAD CROSSING AND 0.2 MILE NORTH OF A RANCH ROAD CROSSING.  IT
 FO0013'IS 36.0 FEET WEST OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF
 FO0013'THE TRACKS.  A STD. U.S.G.L.O. BRASS CAP ON THE TOP OF A 3 1/2-INCH
 FO0013'IRON PIPE PROJECTING 0.4 FOOT.  IT IS 31.0 FEET EAST OF AND ABOUT 1.0
 FO0013'ABOVE THE CENTERLINE OF THE ROAD AND ENCIRCLED BY ROCKS ABOUT 4.0 FEET
 FO0013'IN DIAMETER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1150 ***********************************************************************
 CX1150  DESIGNATION -  56 C
 CX1150  PID         -  CX1150
 CX1150  STATE/COUNTY-  NM/GRANT
 CX1150  USGS QUAD   -  HILLSBORO PEAK (1985)
 CX1150
 CX1150                         *CURRENT SURVEY CONTROL
 CX1150  ___________________________________________________________________
 CX1150* NAD 83(1986)-  32 54 34.     (N)    107 45 59.     (W)     SCALED    
 CX1150* NAVD 88     -      2509.011  (meters)    8231.65   (feet)  ADJUSTED  
 CX1150  ___________________________________________________________________
 CX1150  GEOID HEIGHT-         -22.85  (meters)                     GEOID03
 CX1150  DYNAMIC HT  -        2504.776 (meters)    8217.75  (feet)  COMP
 CX1150  MODELED GRAV-     978,858.5   (mgal)                       NAVD 88
 CX1150
 CX1150  VERT ORDER  -  SECOND    CLASS 0
 CX1150
 CX1150.The horizontal coordinates were scaled from a topographic map and have
 CX1150.an estimated accuracy of +/- 6 seconds.
 CX1150
 CX1150.The orthometric height was determined by differential leveling
 CX1150.and adjusted by the National Geodetic Survey in June 1991..
 CX1150
 CX1150.The geoid height was determined by GEOID03.
 CX1150
 CX1150.The dynamic height is computed by dividing the NAVD 88
 CX1150.geopotential number by the normal gravity value computed on the
 CX1150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX1150.degrees latitude (g = 980.6199 gals.).
 CX1150
 CX1150.The modeled gravity was interpolated from observed gravity values.
 CX1150
 CX1150;                    North         East    Units  Estimated Accuracy
 CX1150;SPC NM W     -   211,720.      836,260.      MT  (+/- 180 meters Scaled)
 CX1150
 CX1150                          SUPERSEDED SURVEY CONTROL
 CX1150
 CX1150  NGVD 29 (??/??/92) 2507.981  (m)         8228.27   (f) ADJ UNCH    2 0
 CX1150
 CX1150.Superseded values are not recommended for survey control.
 CX1150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1150.See file dsdata.txt to determine how the superseded data were derived.
 CX1150
 CX1150_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBS412446(NAD 83)
 CX1150_MARKER: DD = SURVEY DISK
 CX1150_SETTING: 80 = SET IN A BOULDER
 CX1150_STAMPING: U.S.G.S. 56-C 1934
 CX1150_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX1150+STABILITY: SURFACE MOTION
 CX1150
 CX1150  HISTORY     - Date     Condition        Report By
 CX1150  HISTORY     - 1934     MONUMENTED       USGS
 CX1150  HISTORY     - 1934     GOOD             NGS
 CX1150  HISTORY     - 1953     MARK NOT FOUND   NGS
 CX1150  HISTORY     - 1979     MARK NOT FOUND   USGS
 CX1150
 CX1150                          STATION DESCRIPTION
 CX1150
 CX1150'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CX1150'8.0 MI SW FROM KINGSTON.
 CX1150'8.0 MI. S.W. ALONG STATE - HWY. NO. 180.  AT SUMMIT OF GRADE, 32 FT.
 CX1150'W. OF FOREST SERVICE TRAIL, 19 FT. N.W. OF A 18 IN. BLAZED PINE TREE,
 CX1150'20 FT. E. OF FENCE LINE AND FOREST SERVICE TELEPHONE LINE, ABOUT 85
 CX1150'YDS, S. OF CENTER LINE OF HWY., AND SET IN TOP OF SMALL BOULDER AT
 CX1150'LOWER EDGE OF ROCK OUTCROP.
 CX1150
 CX1150                          STATION RECOVERY (1953)
 CX1150
 CX1150'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 CX1150'MARK NOT FOUND.
 CX1150
 CX1150                          STATION RECOVERY (1979)
 CX1150
 CX1150'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 CX1150'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0056 ***********************************************************************
 DS0056  DESIGNATION -  5604.9
 DS0056  PID         -  DS0056
 DS0056  STATE/COUNTY-  NM/SOCORRO
 DS0056  USGS QUAD   -  WRYE PEAK (1982)
 DS0056
 DS0056                         *CURRENT SURVEY CONTROL
 DS0056  ___________________________________________________________________
 DS0056* NAD 83(1986)-  33 54 39.     (N)    106 20 57.     (W)     SCALED    
 DS0056* NAVD 88     -      1709.104  (meters)    5607.29   (feet)  POSTED    
 DS0056  ___________________________________________________________________
 DS0056  GEOID HEIGHT-         -21.16  (meters)                     GEOID03
 DS0056  DYNAMIC HT  -        1706.620 (meters)    5599.14  (feet)  COMP
 DS0056  MODELED GRAV-     979,125.1   (mgal)                       NAVD 88
 DS0056
 DS0056  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 DS0056
 DS0056.The horizontal coordinates were scaled from a topographic map and have
 DS0056.an estimated accuracy of +/- 6 seconds.
 DS0056
 DS0056.The orthometric height was determined by differential leveling
 DS0056.and adjusted by the National Geodetic Survey in 1992..
 DS0056.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 DS0056.rate of 0.0 thru 1.0 mm/km.
 DS0056
 DS0056.The geoid height was determined by GEOID03.
 DS0056
 DS0056.The dynamic height is computed by dividing the NAVD 88
 DS0056.geopotential number by the normal gravity value computed on the
 DS0056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0056.degrees latitude (g = 980.6199 gals.).
 DS0056
 DS0056.The modeled gravity was interpolated from observed gravity values.
 DS0056
 DS0056;                    North         East    Units  Estimated Accuracy
 DS0056;SPC NM C     -   322,770.      490,830.      MT  (+/- 180 meters Scaled)
 DS0056
 DS0056                          SUPERSEDED SURVEY CONTROL
 DS0056
 DS0056  NGVD 29 (??/??/92) 1708.327  (m)         5604.74   (f) ADJ UNCH    2 0
 DS0056
 DS0056.Superseded values are not recommended for survey control.
 DS0056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0056.See file dsdata.txt to determine how the superseded data were derived.
 DS0056
 DS0056_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT752530(NAD 83)
 DS0056_MARKER: DD = SURVEY DISK
 DS0056_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DS0056_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DS0056_STAMPING: T4S R5E T5S S31 S32 S5 S6 1914
 DS0056_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DS0056
 DS0056  HISTORY     - Date     Condition        Report By
 DS0056  HISTORY     - 1914     MONUMENTED       USGLO
 DS0056  HISTORY     - 1967     GOOD             NGS
 DS0056
 DS0056                          STATION DESCRIPTION
 DS0056
 DS0056'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DS0056'30.8 MI E FROM SAN ANTONIO.
 DS0056'ABOUT 12.0 MILES EAST ALONG U.S. HIGHWAY 380 FROM THE POST OFFICE AT
 DS0056'SAN ANTONIO, THENCE 0.55 MILE NORTH ALONG A GRAVELED ROAD, THENCE 0.45
 DS0056'MILE EAST ALONG A GRAVELED ROAD, THENCE 17.8 MILES EAST ALONG A BLADED
 DS0056'DIRT ROAD, IN S 31, T 4 S, R 6 E, AT THE OLD SITE OF BINGHAM, 21 FEET
 DS0056'NORTH OF THE CENTER LINE OF THE ROAD, 84 YARDS SOUTH OF THE SOUTHEAST
 DS0056'CORNER OF AN ABANDONED SCHOOL HOUSE, 101 FEET EAST OF A POWER POLE
 DS0056'WHICH BEARS A TRANSFORMER, 62 FEET NORTH AND ACROSS THE ROAD FROM THE
 DS0056'NORTHEAST CORNER OF AN ADOBE BUILDING, 1.5 FEET NORTH OF A METAL
 DS0056'WITNESS POST, ABOUT 2 1/2 FEET ABOVE THE LEVEL OF THE ROAD, A U.S.
 DS0056'GENERAL LAND OFFICE CAP RIVETED ON THE TOP OF A 3-INCH CAST IRON PIPE
 DS0056'FILLED WITH CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0103 ***********************************************************************
 GN0103  DESIGNATION -  5607.9
 GN0103  PID         -  GN0103
 GN0103  STATE/COUNTY-  NM/RIO ARRIBA
 GN0103  USGS QUAD   -  SAN JUAN PUEBLO (1977)
 GN0103
 GN0103                         *CURRENT SURVEY CONTROL
 GN0103  ___________________________________________________________________
 GN0103* NAD 83(1986)-  36 00 21.     (N)    106 03 54.     (W)     SCALED    
 GN0103* NAVD 88     -      1709.934  (meters)    5610.01   (feet)  ADJUSTED  
 GN0103  ___________________________________________________________________
 GN0103  GEOID HEIGHT-         -19.06  (meters)                     GEOID03
 GN0103  DYNAMIC HT  -        1707.652 (meters)    5602.52  (feet)  COMP
 GN0103  MODELED GRAV-     979,238.9   (mgal)                       NAVD 88
 GN0103
 GN0103  VERT ORDER  -  FIRST     CLASS II
 GN0103
 GN0103.The horizontal coordinates were scaled from a topographic map and have
 GN0103.an estimated accuracy of +/- 6 seconds.
 GN0103
 GN0103.The orthometric height was determined by differential leveling
 GN0103.and adjusted by the National Geodetic Survey in June 1991..
 GN0103
 GN0103.The geoid height was determined by GEOID03.
 GN0103
 GN0103.The dynamic height is computed by dividing the NAVD 88
 GN0103.geopotential number by the normal gravity value computed on the
 GN0103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GN0103.degrees latitude (g = 980.6199 gals.).
 GN0103
 GN0103.The modeled gravity was interpolated from observed gravity values.
 GN0103
 GN0103;                    North         East    Units  Estimated Accuracy
 GN0103;SPC NM C     -   555,180.      516,680.      MT  (+/- 180 meters Scaled)
 GN0103
 GN0103                          SUPERSEDED SURVEY CONTROL
 GN0103
 GN0103  NGVD 29 (??/??/92) 1708.933  (m)         5606.72   (f) ADJ UNCH    1 2
 GN0103
 GN0103.Superseded values are not recommended for survey control.
 GN0103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0103.See file dsdata.txt to determine how the superseded data were derived.
 GN0103
 GN0103_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV040851(NAD 83)
 GN0103_MARKER: DD = SURVEY DISK
 GN0103_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GN0103_SP_SET: CULVERT
 GN0103_STAMPING: U.S. BM 5607.9
 GN0103_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GN0103
 GN0103  HISTORY     - Date     Condition        Report By
 GN0103  HISTORY     - UNK      MONUMENTED       USGS
 GN0103  HISTORY     - 1933     GOOD             NGS
 GN0103  HISTORY     - 1951     GOOD             DOD
 GN0103  HISTORY     - 1984     MARK NOT FOUND   NGS
 GN0103
 GN0103                          STATION DESCRIPTION
 GN0103
 GN0103'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 GN0103'1.9 MI N FROM ESPANOLA.
 GN0103'ALONG THE ESPANOLA - TAOS HIGHWAY 25 FT. SOUTH OF FENCE CORNER ON WEST
 GN0103'EDGE OF HIGHWAY ON TOP CONCRETE CULVERT, IN THE CENTER OF THE TOP OF
 GN0103'THE HEADWALL.
 GN0103
 GN0103                          STATION RECOVERY (1951)
 GN0103
 GN0103'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1951
 GN0103'RECOVERED IN GOOD CONDITION.
 GN0103
 GN0103                          STATION RECOVERY (1984)
 GN0103
 GN0103'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GN0103'NOTE=THE HIGHWAY HAS BEEN WIDENED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GO0411 ***********************************************************************
 GO0411  DESIGNATION -  5612
 GO0411  PID         -  GO0411
 GO0411  STATE/COUNTY-  NM/SAN JUAN
 GO0411  USGS QUAD   -  WATERFLOW (1979)
 GO0411
 GO0411                         *CURRENT SURVEY CONTROL
 GO0411  ___________________________________________________________________
 GO0411* NAD 83(1992)-  36 51 01.30352(N)    108 29 06.75014(W)     ADJUSTED  
 GO0411* NAVD 88     -      1711.5    (meters)    5615.     (feet)  VERTCON   
 GO0411  ___________________________________________________________________
 GO0411  LAPLACE CORR-          -0.14  (seconds)                    DEFLEC99
 GO0411  GEOID HEIGHT-         -20.83  (meters)                     GEOID03
 GO0411
 GO0411  HORZ ORDER  -  THIRD
 GO0411  VERT ORDER  -  THIRD ? (See Below)
 GO0411
 GO0411.The horizontal coordinates were established by classical geodetic methods
 GO0411.and adjusted by the National Geodetic Survey in December 1993..
 GO0411
 GO0411.The NAVD 88 height was computed by applying the VERTCON shift value to
 GO0411.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GO0411.The vertical order pertains to the NGVD 29 superseded value.
 GO0411
 GO0411.The Laplace correction was computed from DEFLEC99 derived deflections.
 GO0411
 GO0411.The geoid height was determined by GEOID03.
 GO0411
 GO0411;                    North         East     Units Scale Factor Converg.
 GO0411;SPC NM W     -   649,074.657   771,866.495   MT  0.99995829   -0 23 27.4
 GO0411;SPC NM W     - 2,129,505.77  2,532,365.33   sFT  0.99995829   -0 23 27.4
 GO0411;UTM  12      - 4,081,224.832   724,214.366   MT  1.00021937   +1 30 31.7
 GO0411
 GO0411!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GO0411!SPC NM W     -   0.99973475  x   0.99995829  =   0.99969305
 GO0411!UTM  12      -   0.99973475  x   1.00021937  =   0.99995406
 GO0411
 GO0411:                Primary Azimuth Mark                     Grid Az
 GO0411:SPC NM W     -  VERDE                                    018 37 02.0
 GO0411:UTM  12      -  VERDE                                    016 43 02.9
 GO0411
 GO0411|---------------------------------------------------------------------|
 GO0411| PID    Reference Object                     Distance      Geod. Az  |
 GO0411|                                                           dddmmss.s |
 GO0411| GO0413 VERDE                               APPROX. 6.2 KM 0181334.6 |
 GO0411|---------------------------------------------------------------------|
 GO0411
 GO0411                          SUPERSEDED SURVEY CONTROL
 GO0411
 GO0411  NAD 83(1992)-  36 51 01.30420(N)    108 29 06.74987(W) AD(       ) 3
 GO0411  NAD 83(1992)-  36 51 01.30355(N)    108 29 06.75043(W) AD(       ) 3
 GO0411  NAD 83(1986)-  36 51 01.29577(N)    108 29 06.75856(W) AD(       ) 3
 GO0411  NAD 27      -  36 51 01.30344(N)    108 29 04.46034(W) AD(       ) 3
 GO0411  NGVD 29 (07/19/86) 1710.5    (m)         5612.     (f) LEVELING    3  
 GO0411
 GO0411.Superseded values are not recommended for survey control.
 GO0411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GO0411.See file dsdata.txt to determine how the superseded data were derived.
 GO0411
 GO0411_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYF2421481225(NAD 83)
 GO0411_MARKER: DD = SURVEY DISK
 GO0411_SETTING: 66 = SET IN ROCK OUTCROP
 GO0411_SP_SET: SET IN ROCK OUTCROP
 GO0411_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GO0411+STABILITY: POSITION/ELEVATION WELL
 GO0411
 GO0411  HISTORY     - Date     Condition        Report By
 GO0411  HISTORY     - 1960     MONUMENTED       USGS
 GO0411
 GO0411                          STATION DESCRIPTION
 GO0411
 GO0411'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 GO0411'STATION IS LOCATED ABOUT 7 MI. AIRLINE NNW. OF WATERFLOW, NEW MEXICO,
 GO0411'20 FT. N. OF THE UTE MOUNTAIN INDIAN RESERVATION BOUNDARY FENCE LINE
 GO0411'NEAR THE CORNERS OF SECTIONS 1 AND 2, T 30-31 N, R 16 W OF THE NEW
 GO0411'MEXICO INDIAN MERIDIAN (STANDARD GLO BRASS CAP WAS FOUND BUT WAS NOT
 GO0411'IN PLACE), THIS WOULD BE MONUMENT NO. 14.
 GO0411'
 GO0411'STATION MARK--A STANDARD TABLET CEMENTED IN ROCK OUTCROP, STAMPED
 GO0411'---5612---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0595 ***********************************************************************
 DR0595  DESIGNATION -  5615 66 WA
 DR0595  PID         -  DR0595
 DR0595  STATE/COUNTY-  NM/LINCOLN
 DR0595  USGS QUAD   -  SAN PATRICIO (1989)
 DR0595
 DR0595                         *CURRENT SURVEY CONTROL
 DR0595  ___________________________________________________________________
 DR0595* NAD 83(1986)-  33 27 56.     (N)    105 20 50.     (W)     SCALED    
 DR0595* NAVD 88     -      1712.361  (meters)    5617.97   (feet)  ADJUSTED  
 DR0595  ___________________________________________________________________
 DR0595  GEOID HEIGHT-         -20.37  (meters)                     GEOID03
 DR0595  DYNAMIC HT  -        1709.832 (meters)    5609.67  (feet)  COMP
 DR0595  MODELED GRAV-     979,098.5   (mgal)                       NAVD 88
 DR0595
 DR0595  VERT ORDER  -  SECOND    CLASS 0
 DR0595
 DR0595.The horizontal coordinates were scaled from a topographic map and have
 DR0595.an estimated accuracy of +/- 6 seconds.
 DR0595
 DR0595.The orthometric height was determined by differential leveling
 DR0595.and adjusted by the National Geodetic Survey in June 1991..
 DR0595
 DR0595.The geoid height was determined by GEOID03.
 DR0595
 DR0595.The dynamic height is computed by dividing the NAVD 88
 DR0595.geopotential number by the normal gravity value computed on the
 DR0595.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0595.degrees latitude (g = 980.6199 gals.).
 DR0595
 DR0595.The modeled gravity was interpolated from observed gravity values.
 DR0595
 DR0595;                    North         East    Units  Estimated Accuracy
 DR0595;SPC NM C     -   273,750.      583,920.      MT  (+/- 180 meters Scaled)
 DR0595
 DR0595                          SUPERSEDED SURVEY CONTROL
 DR0595
 DR0595  NGVD 29 (??/??/92) 1711.669  (m)         5615.70   (f) ADJ UNCH    2 0
 DR0595
 DR0595.Superseded values are not recommended for survey control.
 DR0595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0595.See file dsdata.txt to determine how the superseded data were derived.
 DR0595
 DR0595_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDT677029(NAD 83)
 DR0595_MARKER: DD = SURVEY DISK
 DR0595_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR0595_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DR0595_STAMPING: 5615 66WA
 DR0595_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR0595+STABILITY: SURFACE MOTION
 DR0595
 DR0595  HISTORY     - Date     Condition        Report By
 DR0595  HISTORY     - UNK      MONUMENTED       USGS
 DR0595  HISTORY     - 1934     GOOD             NGS
 DR0595
 DR0595                          STATION DESCRIPTION
 DR0595
 DR0595'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DR0595'3.1 MI E FROM LINCOLN.
 DR0595'3.1 MI EAST ON US HWY NO. 380 ABOUT 75 YDS SOUTH OF AN OLD ADOBE
 DR0595'HOUSE, 84 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, AND 1 FOOT
 DR0595'SOUTH OF A FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0106 ***********************************************************************
 GN0106  DESIGNATION -  5648.6
 GN0106  PID         -  GN0106
 GN0106  STATE/COUNTY-  NM/RIO ARRIBA
 GN0106  USGS QUAD   -  SAN JUAN PUEBLO (1977)
 GN0106
 GN0106                         *CURRENT SURVEY CONTROL
 GN0106  ___________________________________________________________________
 GN0106* NAD 83(1986)-  36 02 07.     (N)    106 03 47.     (W)     SCALED    
 GN0106* NAVD 88     -      1722.244  (meters)    5650.40   (feet)  ADJUSTED  
 GN0106  ___________________________________________________________________
 GN0106  GEOID HEIGHT-         -19.04  (meters)                     GEOID03
 GN0106  DYNAMIC HT  -        1719.944 (meters)    5642.85  (feet)  COMP
 GN0106  MODELED GRAV-     979,237.4   (mgal)                       NAVD 88
 GN0106
 GN0106  VERT ORDER  -  FIRST     CLASS II
 GN0106
 GN0106.The horizontal coordinates were scaled from a topographic map and have
 GN0106.an estimated accuracy of +/- 6 seconds.
 GN0106
 GN0106.The orthometric height was determined by differential leveling
 GN0106.and adjusted by the National Geodetic Survey in June 1991..
 GN0106
 GN0106.The geoid height was determined by GEOID03.
 GN0106
 GN0106.The dynamic height is computed by dividing the NAVD 88
 GN0106.geopotential number by the normal gravity value computed on the
 GN0106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GN0106.degrees latitude (g = 980.6199 gals.).
 GN0106
 GN0106.The modeled gravity was interpolated from observed gravity values.
 GN0106
 GN0106;                    North         East    Units  Estimated Accuracy
 GN0106;SPC NM C     -   558,440.      516,850.      MT  (+/- 180 meters Scaled)
 GN0106
 GN0106                          SUPERSEDED SURVEY CONTROL
 GN0106
 GN0106  NGVD 29 (??/??/92) 1721.234  (m)         5647.08   (f) ADJ UNCH    1 2
 GN0106
 GN0106.Superseded values are not recommended for survey control.
 GN0106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0106.See file dsdata.txt to determine how the superseded data were derived.
 GN0106
 GN0106_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV042883(NAD 83)
 GN0106_MARKER: Q = CHISELED SQUARE
 GN0106_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GN0106_SP_SET: CULVERT
 GN0106_STAMPING: U.S. BM 5648.6
 GN0106_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GN0106
 GN0106  HISTORY     - Date     Condition        Report By
 GN0106  HISTORY     - UNK      MONUMENTED       USGS
 GN0106  HISTORY     - 1933     GOOD             NGS
 GN0106  HISTORY     - 1951     GOOD             DOD
 GN0106  HISTORY     - 1984     MARK NOT FOUND   NGS
 GN0106
 GN0106                          STATION DESCRIPTION
 GN0106
 GN0106'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 GN0106'3.9 MI N FROM ESPANOLA.
 GN0106'ALONG THE ESPANOLA - TAOS HIGHWAY (U.S. HIGHWAY 64) IN SOUTHEAST
 GN0106'CORNER OF CROSS ROADS IN CENTER OF CONCRETE CULVERT HEADWALL.
 GN0106
 GN0106                          STATION RECOVERY (1951)
 GN0106
 GN0106'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1951
 GN0106'RECOVERED IN GOOD CONDITION.
 GN0106
 GN0106                          STATION RECOVERY (1984)
 GN0106
 GN0106'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GN0106'NOTE=THE HIGHWAY HAS BEEN WIDENED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0108 ***********************************************************************
 GN0108  DESIGNATION -  5694.8
 GN0108  PID         -  GN0108
 GN0108  STATE/COUNTY-  NM/RIO ARRIBA
 GN0108  USGS QUAD   -  SAN JUAN PUEBLO (1977)
 GN0108
 GN0108                         *CURRENT SURVEY CONTROL
 GN0108  ___________________________________________________________________
 GN0108* NAD 83(1986)-  36 02 56.     (N)    106 03 38.     (W)     SCALED    
 GN0108* NAVD 88     -      1736.202  (meters)    5696.19   (feet)  ADJUSTED  
 GN0108  ___________________________________________________________________
 GN0108  GEOID HEIGHT-         -19.03  (meters)                     GEOID03
 GN0108  DYNAMIC HT  -        1733.883 (meters)    5688.58  (feet)  COMP
 GN0108  MODELED GRAV-     979,236.7   (mgal)                       NAVD 88
 GN0108
 GN0108  VERT ORDER  -  FIRST     CLASS II
 GN0108
 GN0108.The horizontal coordinates were scaled from a topographic map and have
 GN0108.an estimated accuracy of +/- 6 seconds.
 GN0108
 GN0108.The orthometric height was determined by differential leveling
 GN0108.and adjusted by the National Geodetic Survey in June 1991..
 GN0108
 GN0108.The geoid height was determined by GEOID03.
 GN0108
 GN0108.The dynamic height is computed by dividing the NAVD 88
 GN0108.geopotential number by the normal gravity value computed on the
 GN0108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GN0108.degrees latitude (g = 980.6199 gals.).
 GN0108
 GN0108.The modeled gravity was interpolated from observed gravity values.
 GN0108
 GN0108;                    North         East    Units  Estimated Accuracy
 GN0108;SPC NM C     -   559,950.      517,070.      MT  (+/- 180 meters Scaled)
 GN0108
 GN0108                          SUPERSEDED SURVEY CONTROL
 GN0108
 GN0108  NGVD 29 (??/??/92) 1735.190  (m)         5692.87   (f) ADJ UNCH    1 2
 GN0108
 GN0108.Superseded values are not recommended for survey control.
 GN0108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0108.See file dsdata.txt to determine how the superseded data were derived.
 GN0108
 GN0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV044898(NAD 83)
 GN0108_MARKER: Q = CHISELED SQUARE
 GN0108_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GN0108_SP_SET: CULVERT
 GN0108_STAMPING: U.S BM 5694.8
 GN0108_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GN0108
 GN0108  HISTORY     - Date     Condition        Report By
 GN0108  HISTORY     - UNK      MONUMENTED       USGS
 GN0108  HISTORY     - 1933     GOOD             NGS
 GN0108  HISTORY     - 1951     GOOD             DOD
 GN0108  HISTORY     - 1984     MARK NOT FOUND   NGS
 GN0108
 GN0108                          STATION DESCRIPTION
 GN0108
 GN0108'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 GN0108'4.9 MI N FROM ESPANOLA.
 GN0108'ALONG THE ESPANOLA - TAOS HIGHWAY 0.4 MILES SOUTH OF FORKS OF ROADS TO
 GN0108'SAN JUAN PUEBLO ON THE EAST EDGE OF THE HIGHWAY AND IN THE NORTH END
 GN0108'OF CONCRETE CULVERT.  NOTE-- THE HIGHWAY IS NOW U.S. HIGHWAY 64.
 GN0108
 GN0108                          STATION RECOVERY (1951)
 GN0108
 GN0108'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1951
 GN0108'RECOVERED IN GOOD CONDITION.
 GN0108
 GN0108                          STATION RECOVERY (1984)
 GN0108
 GN0108'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GN0108'NOTE=THE HIGHWAY HAS BEEN WIDENED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0593 ***********************************************************************
 DR0593  DESIGNATION -  5727 65 WA
 DR0593  PID         -  DR0593
 DR0593  STATE/COUNTY-  NM/LINCOLN
 DR0593  USGS QUAD   -  LINCOLN (1989)
 DR0593
 DR0593                         *CURRENT SURVEY CONTROL
 DR0593  ___________________________________________________________________
 DR0593* NAD 83(1986)-  33 29 35.     (N)    105 23 18.     (W)     SCALED    
 DR0593* NAVD 88     -      1746.557  (meters)    5730.16   (feet)  ADJUSTED  
 DR0593  ___________________________________________________________________
 DR0593  GEOID HEIGHT-         -20.16  (meters)                     GEOID03
 DR0593  DYNAMIC HT  -        1743.982 (meters)    5721.71  (feet)  COMP
 DR0593  MODELED GRAV-     979,100.3   (mgal)                       NAVD 88
 DR0593
 DR0593  VERT ORDER  -  SECOND    CLASS 0
 DR0593
 DR0593.The horizontal coordinates were scaled from a topographic map and have
 DR0593.an estimated accuracy of +/- 6 seconds.
 DR0593
 DR0593.The orthometric height was determined by differential leveling
 DR0593.and adjusted by the National Geodetic Survey in June 1991..
 DR0593
 DR0593.The geoid height was determined by GEOID03.
 DR0593
 DR0593.The dynamic height is computed by dividing the NAVD 88
 DR0593.geopotential number by the normal gravity value computed on the
 DR0593.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0593.degrees latitude (g = 980.6199 gals.).
 DR0593
 DR0593.The modeled gravity was interpolated from observed gravity values.
 DR0593
 DR0593;                    North         East    Units  Estimated Accuracy
 DR0593;SPC NM C     -   276,760.      580,070.      MT  (+/- 180 meters Scaled)
 DR0593
 DR0593                          SUPERSEDED SURVEY CONTROL
 DR0593
 DR0593  NGVD 29 (??/??/92) 1745.860  (m)         5727.88   (f) ADJ UNCH    2 0
 DR0593
 DR0593.Superseded values are not recommended for survey control.
 DR0593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0593.See file dsdata.txt to determine how the superseded data were derived.
 DR0593
 DR0593_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDT639060(NAD 83)
 DR0593_MARKER: DB = BENCH MARK DISK
 DR0593_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR0593_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DR0593_STAMPING: 5727 65WA
 DR0593_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR0593+STABILITY: SURFACE MOTION
 DR0593
 DR0593  HISTORY     - Date     Condition        Report By
 DR0593  HISTORY     - UNK      MONUMENTED       USGS
 DR0593  HISTORY     - 1934     GOOD             NGS
 DR0593
 DR0593                          STATION DESCRIPTION
 DR0593
 DR0593'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DR0593'IN LINCOLN.
 DR0593'IN THE NORTHWEST SIDE OF THE LANDING OF THE MAIN ENTRANCE OF THE
 DR0593'LINCOLN SCHOOL HOUSE AND 55 FEET SOUTH OF THE CENTERLINE OF THE
 DR0593'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0559 ***********************************************************************
 DR0559  DESIGNATION -  5731.06
 DR0559  PID         -  DR0559
 DR0559  STATE/COUNTY-  NM/LINCOLN
 DR0559  USGS QUAD   -  LINCOLN (1989)
 DR0559
 DR0559                         *CURRENT SURVEY CONTROL
 DR0559  ___________________________________________________________________
 DR0559* NAD 83(1986)-  33 24 55.     (N)    105 26 17.     (W)     SCALED    
 DR0559* NAVD 88     -      1740.648  (meters)    5710.78   (feet)  ADJUSTED  
 DR0559  ___________________________________________________________________
 DR0559  GEOID HEIGHT-         -19.91  (meters)                     GEOID03
 DR0559  DYNAMIC HT  -        1738.083 (meters)    5702.36  (feet)  COMP
 DR0559  MODELED GRAV-     979,101.0   (mgal)                       NAVD 88
 DR0559
 DR0559  VERT ORDER  -  FIRST     CLASS II
 DR0559
 DR0559.The horizontal coordinates were scaled from a topographic map and have
 DR0559.an estimated accuracy of +/- 6 seconds.
 DR0559
 DR0559.The orthometric height was determined by differential leveling
 DR0559.and adjusted by the National Geodetic Survey in June 1991..
 DR0559
 DR0559.The geoid height was determined by GEOID03.
 DR0559
 DR0559.The dynamic height is computed by dividing the NAVD 88
 DR0559.geopotential number by the normal gravity value computed on the
 DR0559.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0559.degrees latitude (g = 980.6199 gals.).
 DR0559
 DR0559.The modeled gravity was interpolated from observed gravity values.
 DR0559
 DR0559;                    North         East    Units  Estimated Accuracy
 DR0559;SPC NM C     -   268,100.      575,520.      MT  (+/- 180 meters Scaled)
 DR0559
 DR0559                          SUPERSEDED SURVEY CONTROL
 DR0559
 DR0559  NGVD 29 (??/??/92) 1739.976  (m)         5708.57   (f) ADJ UNCH    1 2
 DR0559
 DR0559.Superseded values are not recommended for survey control.
 DR0559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0559.See file dsdata.txt to determine how the superseded data were derived.
 DR0559
 DR0559_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDS592974(NAD 83)
 DR0559_MARKER: DD = SURVEY DISK
 DR0559_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DR0559_SP_SET: BRIDGE
 DR0559_STAMPING: 5731.06 1930
 DR0559_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR0559
 DR0559  HISTORY     - Date     Condition        Report By
 DR0559  HISTORY     - 1930     MONUMENTED       BPR
 DR0559  HISTORY     - 1934     GOOD             NGS
 DR0559  HISTORY     - 1960     MARK NOT FOUND   USGS
 DR0559
 DR0559                          STATION DESCRIPTION
 DR0559
 DR0559'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DR0559'10.4 MI W FROM HONDO.
 DR0559'10.4 MILES WEST ALONG U.S. HIGHWAY 70 FROM THE GENERAL STORE AT HONDO,
 DR0559'LINCOLN COUNTY, ABOUT 100 YARDS WEST OF THE BONNELL SERVICE STATION
 DR0559'AND RANCH HOUSE IN 1933, AT A DOUBLE 30-FOOT T-BEAM BRIDGE OVER EAGLE
 DR0559'CREEK, AND IN THE TOP OF THE SOUTH END OF THE WEST CONCRETE HANDRAIL.
 DR0559'A UNITED STATES BUREAU OF PUBLIC ROADS STANDARD DISK, STAMPED 5731.06
 DR0559'1930.
 DR0559
 DR0559                          STATION RECOVERY (1960)
 DR0559
 DR0559'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 DR0559'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0562 ***********************************************************************
 DR0562  DESIGNATION -  5747.56
 DR0562  PID         -  DR0562
 DR0562  STATE/COUNTY-  NM/LINCOLN
 DR0562  USGS QUAD   -  LINCOLN (1989)
 DR0562
 DR0562                         *CURRENT SURVEY CONTROL
 DR0562  ___________________________________________________________________
 DR0562* NAD 83(1986)-  33 24 38.     (N)    105 26 44.     (W)     SCALED    
 DR0562* NAVD 88     -      1745.659  (meters)    5727.22   (feet)  ADJUSTED  
 DR0562  ___________________________________________________________________
 DR0562  GEOID HEIGHT-         -19.88  (meters)                     GEOID03
 DR0562  DYNAMIC HT  -        1743.086 (meters)    5718.77  (feet)  COMP
 DR0562  MODELED GRAV-     979,100.5   (mgal)                       NAVD 88
 DR0562
 DR0562  VERT ORDER  -  FIRST     CLASS II
 DR0562
 DR0562.The horizontal coordinates were scaled from a topographic map and have
 DR0562.an estimated accuracy of +/- 6 seconds.
 DR0562
 DR0562.The orthometric height was determined by differential leveling
 DR0562.and adjusted by the National Geodetic Survey in June 1991..
 DR0562
 DR0562.The geoid height was determined by GEOID03.
 DR0562
 DR0562.The dynamic height is computed by dividing the NAVD 88
 DR0562.geopotential number by the normal gravity value computed on the
 DR0562.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0562.degrees latitude (g = 980.6199 gals.).
 DR0562
 DR0562.The modeled gravity was interpolated from observed gravity values.
 DR0562
 DR0562;                    North         East    Units  Estimated Accuracy
 DR0562;SPC NM C     -   267,570.      574,820.      MT  (+/- 180 meters Scaled)
 DR0562
 DR0562                          SUPERSEDED SURVEY CONTROL
 DR0562
 DR0562  NGVD 29 (??/??/92) 1744.986  (m)         5725.01   (f) ADJ UNCH    1 2
 DR0562
 DR0562.Superseded values are not recommended for survey control.
 DR0562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0562.See file dsdata.txt to determine how the superseded data were derived.
 DR0562
 DR0562_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDS585968(NAD 83)
 DR0562_MARKER: DD = SURVEY DISK
 DR0562_SETTING: 66 = SET IN ROCK OUTCROP
 DR0562_SP_SET: OUTCROP
 DR0562_STAMPING: 5747.56
 DR0562_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DR0562+STABILITY: POSITION/ELEVATION WELL
 DR0562
 DR0562  HISTORY     - Date     Condition        Report By
 DR0562  HISTORY     - UNK      MONUMENTED       BPR
 DR0562  HISTORY     - 1934     GOOD             NGS
 DR0562  HISTORY     - 20050705 MARK NOT FOUND   USPSQD
 DR0562
 DR0562                          STATION DESCRIPTION
 DR0562
 DR0562'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DR0562'11.0 MI W FROM HONDO.
 DR0562'11.0 MILES WEST ALONG U.S. HIGHWAY 70 FROM THE GENERAL STORE AT HONDO,
 DR0562'LINCOLN COUNTY, 50 FEET EAST OF THE GEORGE W. COE RANCH FRUIT STAND
 DR0562'AND GROCERY IN 1933, IN FRONT OF THE RUIDOSO FRUIT FARM STORE, 20 FEET
 DR0562'SOUTH OF THE CENTERLINE OF THE HIGHWAY, 3 FEET SOUTH OF THREE 12-INCH
 DR0562'BLACK WALNUT TREES, IN THE TOP OF A LIMESTONE OUTCROP, AND ABOUT 1
 DR0562'FOOT LOWER THAN THE HIGHWAY.  A UNITED STATE BUREAU OF PUBLIC ROADS
 DR0562'STANDARD DISK, STAMPED 5747.56.
 DR0562
 DR0562                          STATION RECOVERY (2005)
 DR0562
 DR0562'RECOVERY NOTE BY US POWER SQUADRON 2005 (RTK)
 DR0562'NO EVIDENCE OF LIME OUTCROP AND THERE WERE SEVERAL LARGE BOULDERS AT
 DR0562'THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0707 ***********************************************************************
 DR0707  DESIGNATION -  5759 33 WA
 DR0707  PID         -  DR0707
 DR0707  STATE/COUNTY-  NM/LINCOLN
 DR0707  USGS QUAD   -  CARRIZOZO EAST (1982)
 DR0707
 DR0707                         *CURRENT SURVEY CONTROL
 DR0707  ___________________________________________________________________
 DR0707* NAD 83(1986)-  33 37 33.     (N)    105 48 03.     (W)     SCALED    
 DR0707* NAVD 88     -      1756.009  (meters)    5761.17   (feet)  ADJUSTED  
 DR0707  ___________________________________________________________________
 DR0707  GEOID HEIGHT-         -20.02  (meters)                     GEOID03
 DR0707  DYNAMIC HT  -        1753.438 (meters)    5752.74  (feet)  COMP
 DR0707  MODELED GRAV-     979,109.6   (mgal)                       NAVD 88
 DR0707
 DR0707  VERT ORDER  -  SECOND    CLASS 0
 DR0707
 DR0707.The horizontal coordinates were scaled from a topographic map and have
 DR0707.an estimated accuracy of +/- 6 seconds.
 DR0707
 DR0707.The orthometric height was determined by differential leveling
 DR0707.and adjusted by the National Geodetic Survey in June 1991..
 DR0707
 DR0707.The geoid height was determined by GEOID03.
 DR0707
 DR0707.The dynamic height is computed by dividing the NAVD 88
 DR0707.geopotential number by the normal gravity value computed on the
 DR0707.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0707.degrees latitude (g = 980.6199 gals.).
 DR0707
 DR0707.The modeled gravity was interpolated from observed gravity values.
 DR0707
 DR0707;                    North         East    Units  Estimated Accuracy
 DR0707;SPC NM C     -   291,250.      541,670.      MT  (+/- 180 meters Scaled)
 DR0707
 DR0707                          SUPERSEDED SURVEY CONTROL
 DR0707
 DR0707  NGVD 29 (??/??/92) 1755.291  (m)         5758.82   (f) ADJ UNCH    2 0
 DR0707
 DR0707.Superseded values are not recommended for survey control.
 DR0707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0707.See file dsdata.txt to determine how the superseded data were derived.
 DR0707
 DR0707_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDT257209(NAD 83)
 DR0707_MARKER: DD = SURVEY DISK
 DR0707_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR0707_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DR0707_STAMPING: 5759 33WA 1933
 DR0707_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR0707+STABILITY: SURFACE MOTION
 DR0707
 DR0707  HISTORY     - Date     Condition        Report By
 DR0707  HISTORY     - 1933     MONUMENTED       USGS
 DR0707  HISTORY     - 1934     GOOD             NGS
 DR0707
 DR0707                          STATION DESCRIPTION
 DR0707
 DR0707'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DR0707'4.8 MI E FROM CARRIZOZO.
 DR0707'4.8 MI EAST ON US HWY NO. 380 ABOUT 55 FT. NORTH OF THE INTERSECTION
 DR0707'OF THE HIGHWAY AND THE ROAD TO STOKES CATTLE RANCH, 24 FEET NORTH OF
 DR0707'THE CENTERLINE AND 1 FOOT SOUTH OF A FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0163 ***********************************************************************
 DT0163  DESIGNATION -  5769
 DT0163  PID         -  DT0163
 DT0163  STATE/COUNTY-  NM/CATRON
 DT0163  USGS QUAD   -  RESERVE (1965)
 DT0163
 DT0163                         *CURRENT SURVEY CONTROL
 DT0163  ___________________________________________________________________
 DT0163* NAD 83(1986)-  33 42 43.     (N)    108 45 28.     (W)     SCALED    
 DT0163* NAVD 88     -      1759.530  (meters)    5772.72   (feet)  ADJUSTED  
 DT0163  ___________________________________________________________________
 DT0163  GEOID HEIGHT-         -22.72  (meters)                     GEOID03
 DT0163  DYNAMIC HT  -        1756.861 (meters)    5763.97  (feet)  COMP
 DT0163  MODELED GRAV-     979,058.1   (mgal)                       NAVD 88
 DT0163
 DT0163  VERT ORDER  -  FIRST     CLASS II
 DT0163
 DT0163.The horizontal coordinates were scaled from a topographic map and have
 DT0163.an estimated accuracy of +/- 6 seconds.
 DT0163
 DT0163.The orthometric height was determined by differential leveling
 DT0163.and adjusted by the National Geodetic Survey in June 1991..
 DT0163
 DT0163.The geoid height was determined by GEOID03.
 DT0163
 DT0163.The dynamic height is computed by dividing the NAVD 88
 DT0163.geopotential number by the normal gravity value computed on the
 DT0163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0163.degrees latitude (g = 980.6199 gals.).
 DT0163
 DT0163.The modeled gravity was interpolated from observed gravity values.
 DT0163
 DT0163;                    North         East    Units  Estimated Accuracy
 DT0163;SPC NM W     -   301,100.      744,310.      MT  (+/- 180 meters Scaled)
 DT0163
 DT0163                          SUPERSEDED SURVEY CONTROL
 DT0163
 DT0163  NGVD 29 (??/??/92) 1758.687  (m)         5769.96   (f) ADJ UNCH    1 2
 DT0163
 DT0163.Superseded values are not recommended for survey control.
 DT0163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0163.See file dsdata.txt to determine how the superseded data were derived.
 DT0163
 DT0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYC077324(NAD 83)
 DT0163_MARKER: DD = SURVEY DISK
 DT0163_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DT0163_SP_SET: PLATFORM
 DT0163_STAMPING: 5769
 DT0163_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DT0163
 DT0163  HISTORY     - Date     Condition        Report By
 DT0163  HISTORY     - UNK      MONUMENTED       USGS
 DT0163  HISTORY     - 1934     GOOD             NGS
 DT0163  HISTORY     - 1943     GOOD             NGS
 DT0163  HISTORY     - 1980     MARK NOT FOUND   NGS
 DT0163
 DT0163                          STATION DESCRIPTION
 DT0163
 DT0163'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DT0163'IN RESERVE.
 DT0163'IN RESERVE, 2 FEET NORTH OF THE SECOND DOOR SOUTH OF THE POST OFFICE,
 DT0163'(WHICH IS THE WAREHOUSE DOOR OF THE RESERVE MERCANTILE STORE) ABOUT 4
 DT0163'INCHES EAST OF THE WALL.  STAND TABLET SET FLUSH WITH CONCRETE
 DT0163'PLATFORM.
 DT0163
 DT0163                          STATION RECOVERY (1943)
 DT0163
 DT0163'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1943
 DT0163'RECOVERED IN GOOD CONDITION.
 DT0163
 DT0163                          STATION RECOVERY (1980)
 DT0163
 DT0163'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DT0163'NOTE=THE BUILDING HAS BEEN TORN DOWN AND THE MARK DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0589 ***********************************************************************
 DR0589  DESIGNATION -  5780.6
 DR0589  PID         -  DR0589
 DR0589  STATE/COUNTY-  NM/LINCOLN
 DR0589  USGS QUAD   -  NELSON CANYON WEST (1989)
 DR0589
 DR0589                         *CURRENT SURVEY CONTROL
 DR0589  ___________________________________________________________________
 DR0589* NAD 83(1986)-  33 27 39.     (N)    105 12 50.     (W)     SCALED    
 DR0589* NAVD 88     -      1762.731  (meters)    5783.23   (feet)  ADJUSTED  
 DR0589  ___________________________________________________________________
 DR0589  GEOID HEIGHT-         -21.11  (meters)                     GEOID03
 DR0589  DYNAMIC HT  -        1760.099 (meters)    5774.59  (feet)  COMP
 DR0589  MODELED GRAV-     979,081.0   (mgal)                       NAVD 88
 DR0589
 DR0589  VERT ORDER  -  SECOND    CLASS 0
 DR0589
 DR0589.The horizontal coordinates were scaled from a topographic map and have
 DR0589.an estimated accuracy of +/- 6 seconds.
 DR0589
 DR0589.The orthometric height was determined by differential leveling
 DR0589.and adjusted by the National Geodetic Survey in June 1991..
 DR0589
 DR0589.The geoid height was determined by GEOID03.
 DR0589
 DR0589.The dynamic height is computed by dividing the NAVD 88
 DR0589.geopotential number by the normal gravity value computed on the
 DR0589.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0589.degrees latitude (g = 980.6199 gals.).
 DR0589
 DR0589.The modeled gravity was interpolated from observed gravity values.
 DR0589
 DR0589;                    North         East    Units  Estimated Accuracy
 DR0589;SPC NM C     -   273,340.      596,310.      MT  (+/- 180 meters Scaled)
 DR0589
 DR0589                          SUPERSEDED SURVEY CONTROL
 DR0589
 DR0589  NGVD 29 (??/??/92) 1762.015  (m)         5780.88   (f) ADJ UNCH    2 0
 DR0589
 DR0589.Superseded values are not recommended for survey control.
 DR0589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0589.See file dsdata.txt to determine how the superseded data were derived.
 DR0589
 DR0589_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDT801023(NAD 83)
 DR0589_MARKER: Q = CHISELED SQUARE
 DR0589_SETTING: 66 = SET IN ROCK OUTCROP
 DR0589_SP_SET: OUTCROP
 DR0589_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DR0589+STABILITY: POSITION/ELEVATION WELL
 DR0589
 DR0589  HISTORY     - Date     Condition        Report By
 DR0589  HISTORY     - UNK      MONUMENTED       BPR
 DR0589  HISTORY     - 1939     GOOD             NGS
 DR0589
 DR0589                          STATION DESCRIPTION
 DR0589
 DR0589'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 DR0589'6.7 MI N FROM TINNIE.
 DR0589'ON THE TINNIE-ARABELA ROAD, 6.7 MILES NORTH OF POST OFFICE.  875.0 FT.
 DR0589'NORTH OF A CATTLE GUARD.  41.0 FT. WEST OF THE CENTERLINE OF ROAD. 2.0
 DR0589'FT. SOUTHEAST OF A ROCK CAIRN.  3.0 FT. BELOW THE SURFACE OF ROAD. ON
 DR0589'TOP OF A ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0383 ***********************************************************************
 GM0383  DESIGNATION -  5790.2
 GM0383  PID         -  GM0383
 GM0383  STATE/COUNTY-  NM/RIO ARRIBA
 GM0383  USGS QUAD   -  VELARDE (1995)
 GM0383
 GM0383                         *CURRENT SURVEY CONTROL
 GM0383  ___________________________________________________________________
 GM0383* NAD 83(1986)-  36 10 45.     (N)    105 58 28.     (W)     SCALED    
 GM0383* NAVD 88     -      1765.326  (meters)    5791.74   (feet)  ADJUSTED  
 GM0383  ___________________________________________________________________
 GM0383  GEOID HEIGHT-         -18.59  (meters)                     GEOID03
 GM0383  DYNAMIC HT  -        1762.967 (meters)    5784.00  (feet)  COMP
 GM0383  MODELED GRAV-     979,234.9   (mgal)                       NAVD 88
 GM0383
 GM0383  VERT ORDER  -  FIRST     CLASS II
 GM0383
 GM0383.The horizontal coordinates were scaled from a topographic map and have
 GM0383.an estimated accuracy of +/- 6 seconds.
 GM0383
 GM0383.The orthometric height was determined by differential leveling
 GM0383.and adjusted by the National Geodetic Survey in June 1991..
 GM0383
 GM0383.The geoid height was determined by GEOID03.
 GM0383
 GM0383.The dynamic height is computed by dividing the NAVD 88
 GM0383.geopotential number by the normal gravity value computed on the
 GM0383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GM0383.degrees latitude (g = 980.6199 gals.).
 GM0383
 GM0383.The modeled gravity was interpolated from observed gravity values.
 GM0383
 GM0383;                    North         East    Units  Estimated Accuracy
 GM0383;SPC NM C     -   574,430.      524,790.      MT  (+/- 180 meters Scaled)
 GM0383
 GM0383                          SUPERSEDED SURVEY CONTROL
 GM0383
 GM0383  NGVD 29 (??/??/92) 1764.289  (m)         5788.34   (f) ADJ UNCH    1 2
 GM0383
 GM0383.Superseded values are not recommended for survey control.
 GM0383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0383.See file dsdata.txt to determine how the superseded data were derived.
 GM0383
 GM0383_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDA123042(NAD 83)
 GM0383_MARKER: Q = CHISELED SQUARE
 GM0383_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GM0383_SP_SET: CULVERT
 GM0383_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GM0383
 GM0383  HISTORY     - Date     Condition        Report By
 GM0383  HISTORY     - UNK      MONUMENTED       USGS
 GM0383  HISTORY     - 1933     GOOD             NGS
 GM0383  HISTORY     - 1934     GOOD             NGS
 GM0383
 GM0383                          STATION DESCRIPTION
 GM0383
 GM0383'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 GM0383'0.8 MI N FROM VELARDE.
 GM0383'0.8 MILES NORTH ALONG THE US HIGHWAY 64, 1700 FT. SOUTH OF POINT OF
 GM0383'HILL ON THE WEST EDGE OF ROAD ON SOUTH END OF STONE CULVERT.
 GM0383
 GM0383                          STATION RECOVERY (1934)
 GM0383
 GM0383'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 GM0383'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0619 ***********************************************************************
 FO0619  DESIGNATION -  58
 FO0619  PID         -  FO0619
 FO0619  STATE/COUNTY-  NM/SANDOVAL
 FO0619  USGS QUAD   -  CABEZON PEAK (1989)
 FO0619
 FO0619                         *CURRENT SURVEY CONTROL
 FO0619  ___________________________________________________________________
 FO0619* NAD 83(1986)-  35 30 57.     (N)    107 05 52.     (W)     SCALED    
 FO0619* NAVD 88     -      1780.71   (+/-2cm)    5842.2    (feet)  VERTCON   
 FO0619  ___________________________________________________________________
 FO0619  GEOID HEIGHT-         -20.33  (meters)                     GEOID03
 FO0619
 FO0619  VERT ORDER  -  ? (See Below)
 FO0619
 FO0619.The horizontal coordinates were scaled from a topographic map and have
 FO0619.an estimated accuracy of +/- 6 seconds.
 FO0619
 FO0619.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO0619.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO0619.The vertical order pertains to the NGVD 29 superseded value.
 FO0619
 FO0619.The geoid height was determined by GEOID03.
 FO0619
 FO0619;                    North         East    Units  Estimated Accuracy
 FO0619;SPC NM C     -   501,130.      423,100.      MT  (+/- 180 meters Scaled)
 FO0619
 FO0619                          SUPERSEDED SURVEY CONTROL
 FO0619
 FO0619  NGVD 29 (??/??/92) 1779.756  (m)         5839.08   (f) ADJ UNCH    ?  
 FO0619
 FO0619.Superseded values are not recommended for survey control.
 FO0619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0619.See file dsdata.txt to determine how the superseded data were derived.
 FO0619
 FO0619_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV097322(NAD 83)
 FO0619_MARKER: P = PIPE CAP
 FO0619_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FO0619_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FO0619_STAMPING: 58
 FO0619_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FO0619
 FO0619  HISTORY     - Date     Condition        Report By
 FO0619  HISTORY     - UNK      MONUMENTED       USGS
 FO0619  HISTORY     - 1905     GOOD             NGS
 FO0619
 FO0619                          STATION DESCRIPTION
 FO0619
 FO0619'DESCRIBED BY NATIONAL GEODETIC SURVEY 1905
 FO0619'2.8 MI N FROM CASA SALAZAR.
 FO0619'2.8 MILES NORTH ALONG A DIRT ROAD FROM CASA SALAZAR, SANDOVAL COUNTY,
 FO0619'800 FEET SOUTH OF A SMALL CORRAL, ON THE SOUTH SIDE OF A SLIGHT SLOPE,
 FO0619'AND 12 FEET WEST OF THE ROAD.  A UNITED STATES GEOLOGICAL SURVEY
 FO0619'STANDARD CAP, STAMPED 58 AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON
 FO0619'PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0385 ***********************************************************************
 GM0385  DESIGNATION -  5811.6
 GM0385  PID         -  GM0385
 GM0385  STATE/COUNTY-  NM/RIO ARRIBA
 GM0385  USGS QUAD   -  VELARDE (1995)
 GM0385
 GM0385                         *CURRENT SURVEY CONTROL
 GM0385  ___________________________________________________________________
 GM0385* NAD 83(1986)-  36 12 19.     (N)    105 57 51.     (W)     SCALED    
 GM0385* NAVD 88     -      1771.794  (meters)    5812.96   (feet)  ADJUSTED  
 GM0385  ___________________________________________________________________
 GM0385  GEOID HEIGHT-         -18.51  (meters)                     GEOID03
 GM0385  DYNAMIC HT  -        1769.450 (meters)    5805.27  (feet)  COMP
 GM0385  MODELED GRAV-     979,247.3   (mgal)                       NAVD 88
 GM0385
 GM0385  VERT ORDER  -  FIRST     CLASS II
 GM0385
 GM0385.The horizontal coordinates were scaled from a topographic map and have
 GM0385.an estimated accuracy of +/- 6 seconds.
 GM0385
 GM0385.The orthometric height was determined by differential leveling
 GM0385.and adjusted by the National Geodetic Survey in June 1991..
 GM0385
 GM0385.The geoid height was determined by GEOID03.
 GM0385
 GM0385.The dynamic height is computed by dividing the NAVD 88
 GM0385.geopotential number by the normal gravity value computed on the
 GM0385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GM0385.degrees latitude (g = 980.6199 gals.).
 GM0385
 GM0385.The modeled gravity was interpolated from observed gravity values.
 GM0385
 GM0385;                    North         East    Units  Estimated Accuracy
 GM0385;SPC NM C     -   577,330.      525,700.      MT  (+/- 180 meters Scaled)
 GM0385
 GM0385                          SUPERSEDED SURVEY CONTROL
 GM0385
 GM0385  NGVD 29 (??/??/92) 1770.774  (m)         5809.61   (f) ADJ UNCH    1 2
 GM0385
 GM0385.Superseded values are not recommended for survey control.
 GM0385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0385.See file dsdata.txt to determine how the superseded data were derived.
 GM0385
 GM0385_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDA133071(NAD 83)
 GM0385_MARKER: Q = CHISELED SQUARE
 GM0385_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GM0385_SP_SET: ABUTMENT
 GM0385_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GM0385
 GM0385  HISTORY     - Date     Condition        Report By
 GM0385  HISTORY     - UNK      MONUMENTED       USGS
 GM0385  HISTORY     - 1933     GOOD             NGS
 GM0385  HISTORY     - 1934     GOOD             NGS
 GM0385
 GM0385                          STATION DESCRIPTION
 GM0385
 GM0385'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 GM0385'IN EMBUDO.
 GM0385'AT THE NORTHWEST CORNER OF ROAD FORKS IN NORTH END OF EAST ABUTMENT OF
 GM0385'HIGHWAY BRIDGE ACROSS RIO GRANDE RIVER.  NOTE-- THE LETTERS WERE
 GM0385'WASHED OUT.
 GM0385
 GM0385                          STATION RECOVERY (1934)
 GM0385
 GM0385'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 GM0385'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0129 ***********************************************************************
 GM0129  DESIGNATION -  5846
 GM0129  PID         -  GM0129
 GM0129  STATE/COUNTY-  NM/COLFAX
 GM0129  USGS QUAD   -  FRENCH (1965)
 GM0129
 GM0129                         *CURRENT SURVEY CONTROL
 GM0129  ___________________________________________________________________
 GM0129* NAD 83(1986)-  36 28 12.     (N)    104 33 43.     (W)     SCALED    
 GM0129* NAVD 88     -      1782.937  (meters)    5849.52   (feet)  ADJUSTED  
 GM0129  ___________________________________________________________________
 GM0129  GEOID HEIGHT-         -18.75  (meters)                     GEOID03
 GM0129  DYNAMIC HT  -        1780.685 (meters)    5842.13  (feet)  COMP
 GM0129  MODELED GRAV-     979,305.6   (mgal)                       NAVD 88
 GM0129
 GM0129  VERT ORDER  -  FIRST     CLASS II
 GM0129
 GM0129.The horizontal coordinates were scaled from a topographic map and have
 GM0129.an estimated accuracy of +/- 6 seconds.
 GM0129
 GM0129.The orthometric height was determined by differential leveling
 GM0129.and adjusted by the National Geodetic Survey in June 1991..
 GM0129
 GM0129.The geoid height was determined by GEOID03.
 GM0129
 GM0129.The dynamic height is computed by dividing the NAVD 88
 GM0129.geopotential number by the normal gravity value computed on the
 GM0129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GM0129.degrees latitude (g = 980.6199 gals.).
 GM0129
 GM0129.The modeled gravity was interpolated from observed gravity values.
 GM0129
 GM0129;                    North         East    Units  Estimated Accuracy
 GM0129;SPC NM E     -   606,690.      144,510.      MT  (+/- 180 meters Scaled)
 GM0129
 GM0129                          SUPERSEDED SURVEY CONTROL
 GM0129
 GM0129  NGVD 29 (??/??/92) 1782.103  (m)         5846.78   (f) ADJ UNCH    1 2
 GM0129
 GM0129.Superseded values are not recommended for survey control.
 GM0129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0129.See file dsdata.txt to determine how the superseded data were derived.
 GM0129
 GM0129_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEA392361(NAD 83)
 GM0129_MARKER: DD = SURVEY DISK
 GM0129_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GM0129_SP_SET: ABUTMENT
 GM0129_STAMPING: 5846
 GM0129_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GM0129
 GM0129  HISTORY     - Date     Condition        Report By
 GM0129  HISTORY     - UNK      MONUMENTED       USGS
 GM0129  HISTORY     - 1929     GOOD             NGS
 GM0129  HISTORY     - 1934     MARK NOT FOUND   NGS
 GM0129
 GM0129                          STATION DESCRIPTION
 GM0129
 GM0129'DESCRIBED BY NATIONAL GEODETIC SURVEY 1929
 GM0129'IN FRENCH.
 GM0129'1000 FEET SOUTH OF A.T. AND S.F. DEPOT 1000 FEET SOUTH OF FRENCH
 GM0129'DEPOT, 80 FT. WEST OF A.T. AND S.F. RY CROSSING UNDER SOUTHERN PACIFIC
 GM0129'R.R. WEST PIER OF S.P. R.R. BRIDGE ACROSS RED RIVER IN TOP OF CONCRETE
 GM0129'ABUTMENT WALL.
 GM0129
 GM0129                          STATION RECOVERY (1934)
 GM0129
 GM0129'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 GM0129'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0133 ***********************************************************************
 GM0133  DESIGNATION -  5861
 GM0133  PID         -  GM0133
 GM0133  STATE/COUNTY-  NM/COLFAX
 GM0133  USGS QUAD   -  FRENCH (1965)
 GM0133
 GM0133                         *CURRENT SURVEY CONTROL
 GM0133  ___________________________________________________________________
 GM0133* NAD 83(1986)-  36 29 55.     (N)    104 32 44.     (W)     SCALED    
 GM0133* NAVD 88     -      1787.474  (meters)    5864.40   (feet)  POSTED    
 GM0133  ___________________________________________________________________
 GM0133  GEOID HEIGHT-         -18.73  (meters)                     GEOID03
 GM0133  DYNAMIC HT  -        1785.220 (meters)    5857.01  (feet)  COMP
 GM0133  MODELED GRAV-     979,309.8   (mgal)                       NAVD 88
 GM0133
 GM0133  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GM0133
 GM0133.The horizontal coordinates were scaled from a topographic map and have
 GM0133.an estimated accuracy of +/- 6 seconds.
 GM0133
 GM0133.The orthometric height was determined by differential leveling
 GM0133.and adjusted by the National Geodetic Survey in 1992..
 GM0133.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GM0133.rate of 0.0 thru 1.0 mm/km.
 GM0133
 GM0133.The geoid height was determined by GEOID03.
 GM0133
 GM0133.The dynamic height is computed by dividing the NAVD 88
 GM0133.geopotential number by the normal gravity value computed on the
 GM0133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GM0133.degrees latitude (g = 980.6199 gals.).
 GM0133
 GM0133.The modeled gravity was interpolated from observed gravity values.
 GM0133
 GM0133;                    North         East    Units  Estimated Accuracy
 GM0133;SPC NM E     -   609,860.      145,990.      MT  (+/- 180 meters Scaled)
 GM0133
 GM0133                          SUPERSEDED SURVEY CONTROL
 GM0133
 GM0133  NGVD 29 (??/??/92) 1786.637  (m)         5861.66   (f) ADJ UNCH    1 2
 GM0133
 GM0133.Superseded values are not recommended for survey control.
 GM0133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0133.See file dsdata.txt to determine how the superseded data were derived.
 GM0133
 GM0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEA406393(NAD 83)
 GM0133_MARKER: DB = BENCH MARK DISK
 GM0133_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GM0133_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GM0133_STAMPING: 5861
 GM0133_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GM0133
 GM0133  HISTORY     - Date     Condition        Report By
 GM0133  HISTORY     - UNK      MONUMENTED       USGS
 GM0133  HISTORY     - 1964     GOOD             USGS
 GM0133
 GM0133                          STATION DESCRIPTION
 GM0133
 GM0133'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 GM0133'2.0 MI NE FROM FRENCH.
 GM0133'2.9 MILES SOUTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 GM0133'FROM THE STATION AT MAXWELL, COLFAX COUNTY, 2.0 MILES NORTHEAST ALONG
 GM0133'THE ABOVE RAILWAY FROM THE DESTROYED STATION AT FRENCH, COLFAX COUNTY,
 GM0133'580 FEET SOUTH OF A CULVERT, ABOUT 100 FEET WEST OF THE CENTERLINE OF
 GM0133'THE TRACK, 2 FEET WEST OF THE R.O.W. FENCE.  A USGS STANDARD CAP,
 GM0133'STAMPED 5861 AND RIVETED ON THE TOP OF A 3 1/2 INCH IRON PIPE
 GM0133'PROJECTING 2 FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0587 ***********************************************************************
 DR0587  DESIGNATION -  5863.9
 DR0587  PID         -  DR0587
 DR0587  STATE/COUNTY-  NM/LINCOLN
 DR0587  USGS QUAD   -  NELSON CANYON WEST (1989)
 DR0587
 DR0587                         *CURRENT SURVEY CONTROL
 DR0587  ___________________________________________________________________
 DR0587* NAD 83(1986)-  33 27 04.     (N)    105 12 58.     (W)     SCALED    
 DR0587* NAVD 88     -      1788.137  (meters)    5866.58   (feet)  ADJUSTED  
 DR0587  ___________________________________________________________________
 DR0587  GEOID HEIGHT-         -21.09  (meters)                     GEOID03
 DR0587  DYNAMIC HT  -        1785.466 (meters)    5857.82  (feet)  COMP
 DR0587  MODELED GRAV-     979,079.4   (mgal)                       NAVD 88
 DR0587
 DR0587  VERT ORDER  -  SECOND    CLASS 0
 DR0587
 DR0587.The horizontal coordinates were scaled from a topographic map and have
 DR0587.an estimated accuracy of +/- 6 seconds.
 DR0587
 DR0587.The orthometric height was determined by differential leveling
 DR0587.and adjusted by the National Geodetic Survey in June 1991..
 DR0587
 DR0587.The geoid height was determined by GEOID03.
 DR0587
 DR0587.The dynamic height is computed by dividing the NAVD 88
 DR0587.geopotential number by the normal gravity value computed on the
 DR0587.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0587.degrees latitude (g = 980.6199 gals.).
 DR0587
 DR0587.The modeled gravity was interpolated from observed gravity values.
 DR0587
 DR0587;                    North         East    Units  Estimated Accuracy
 DR0587;SPC NM C     -   272,260.      596,120.      MT  (+/- 180 meters Scaled)
 DR0587
 DR0587                          SUPERSEDED SURVEY CONTROL
 DR0587
 DR0587  NGVD 29 (??/??/92) 1787.423  (m)         5864.24   (f) ADJ UNCH    2 0
 DR0587
 DR0587.Superseded values are not recommended for survey control.
 DR0587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0587.See file dsdata.txt to determine how the superseded data were derived.
 DR0587
 DR0587_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDT799013(NAD 83)
 DR0587_MARKER: Q = CHISELED SQUARE
 DR0587_SETTING: 66 = SET IN ROCK OUTCROP
 DR0587_SP_SET: OUTCROP
 DR0587_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DR0587+STABILITY: POSITION/ELEVATION WELL
 DR0587
 DR0587  HISTORY     - Date     Condition        Report By
 DR0587  HISTORY     - UNK      MONUMENTED       BPR
 DR0587  HISTORY     - 1939     GOOD             NGS
 DR0587
 DR0587                          STATION DESCRIPTION
 DR0587
 DR0587'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 DR0587'6.0 MI N FROM TINNIE.
 DR0587'ON THE TINNIE-ARABELA ROAD, 6.0 MILES NORTH OF POST OFFICE.  36.0 FT.
 DR0587'SOUTHWEST OF A WIRE FENCE CORNER.  36.0 FT. EAST OF THE CENTERLINE OF
 DR0587'ROAD.  2.0 FT. WEST OF A 12 INCH JUPITER TREE.  5.0 FT. ABOVE THE
 DR0587'SURFACE OF ROAD.  ON TOP OF A ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0634 ***********************************************************************
 DT0634  DESIGNATION -  5871.91
 DT0634  PID         -  DT0634
 DT0634  STATE/COUNTY-  NM/CATRON
 DT0634  USGS QUAD   -  RESERVE (1965)
 DT0634
 DT0634                         *CURRENT SURVEY CONTROL
 DT0634  ___________________________________________________________________
 DT0634* NAD 83(1986)-  33 43 03.     (N)    108 47 01.     (W)     SCALED    
 DT0634* NAVD 88     -      1790.551  (meters)    5874.50   (feet)  ADJUSTED  
 DT0634  ___________________________________________________________________
 DT0634  GEOID HEIGHT-         -22.73  (meters)                     GEOID03
 DT0634  DYNAMIC HT  -        1787.829 (meters)    5865.57  (feet)  COMP
 DT0634  MODELED GRAV-     979,053.1   (mgal)                       NAVD 88
 DT0634
 DT0634  VERT ORDER  -  FIRST     CLASS II
 DT0634
 DT0634.The horizontal coordinates were scaled from a topographic map and have
 DT0634.an estimated accuracy of +/- 6 seconds.
 DT0634
 DT0634.The orthometric height was determined by differential leveling
 DT0634.and adjusted by the National Geodetic Survey in June 1991..
 DT0634
 DT0634.The geoid height was determined by GEOID03.
 DT0634
 DT0634.The dynamic height is computed by dividing the NAVD 88
 DT0634.geopotential number by the normal gravity value computed on the
 DT0634.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0634.degrees latitude (g = 980.6199 gals.).
 DT0634
 DT0634.The modeled gravity was interpolated from observed gravity values.
 DT0634
 DT0634;                    North         East    Units  Estimated Accuracy
 DT0634;SPC NM W     -   301,730.      741,930.      MT  (+/- 180 meters Scaled)
 DT0634
 DT0634                          SUPERSEDED SURVEY CONTROL
 DT0634
 DT0634.No superseded survey control is available for this station.
 DT0634
 DT0634_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYC053330(NAD 83)
 DT0634_MARKER: DB = BENCH MARK DISK
 DT0634_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DT0634_SP_SET: ABUTMENT
 DT0634_STAMPING: 5871.91 1939
 DT0634_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DT0634+STABILITY: SURFACE MOTION
 DT0634
 DT0634  HISTORY     - Date     Condition        Report By
 DT0634  HISTORY     - 1939     MONUMENTED       USDA
 DT0634  HISTORY     - 1980     GOOD             NGS
 DT0634
 DT0634                          STATION DESCRIPTION
 DT0634
 DT0634'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 DT0634'2.7 KM SW FROM RESERVE.
 DT0634'0.2 KM (0.1 MI) NORTH ALONG STATE HIGHWAY 435 FROM THE
 DT0634'COURTHOUSE IN RESERVE, THENCE 2.5 KM (1.55 MI) WEST AND
 DT0634'SOUTHWEST ALONG STATE HIGHWAY 12, IN TOP OF THE NORTHWEST ABUTMENT
 DT0634'OF THE HIGHWAY BRIDGE OVER STARK WEATHER CANYON
 DT0634'ABUTMENT AND 5.4 METERS (17.9 FT) EAST-NORTHEAST OF THE CENTER
 DT0634'LINE OF THE HIGHWAY.
 DT0634'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0521 ***********************************************************************
 DR0521  DESIGNATION -  5890 64 WA
 DR0521  PID         -  DR0521
 DR0521  STATE/COUNTY-  NM/LINCOLN
 DR0521  USGS QUAD   -  CAPITAN PASS (1981)
 DR0521
 DR0521                         *CURRENT SURVEY CONTROL
 DR0521  ___________________________________________________________________
 DR0521* NAD 83(1986)-  33 31 35.     (N)    105 26 24.     (W)     SCALED    
 DR0521* NAVD 88     -      1796.262  (meters)    5893.24   (feet)  ADJUSTED  
 DR0521  ___________________________________________________________________
 DR0521  GEOID HEIGHT-         -19.97  (meters)                     GEOID03
 DR0521  DYNAMIC HT  -        1793.607 (meters)    5884.53  (feet)  COMP
 DR0521  MODELED GRAV-     979,094.8   (mgal)                       NAVD 88
 DR0521
 DR0521  VERT ORDER  -  SECOND    CLASS 0
 DR0521
 DR0521.The horizontal coordinates were scaled from a topographic map and have
 DR0521.an estimated accuracy of +/- 6 seconds.
 DR0521
 DR0521.The orthometric height was determined by differential leveling
 DR0521.and adjusted by the National Geodetic Survey in June 1991..
 DR0521
 DR0521.The geoid height was determined by GEOID03.
 DR0521
 DR0521.The dynamic height is computed by dividing the NAVD 88
 DR0521.geopotential number by the normal gravity value computed on the
 DR0521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0521.degrees latitude (g = 980.6199 gals.).
 DR0521
 DR0521.The modeled gravity was interpolated from observed gravity values.
 DR0521
 DR0521;                    North         East    Units  Estimated Accuracy
 DR0521;SPC NM C     -   280,420.      575,240.      MT  (+/- 180 meters Scaled)
 DR0521
 DR0521                          SUPERSEDED SURVEY CONTROL
 DR0521
 DR0521  NGVD 29 (??/??/92) 1795.552  (m)         5890.91   (f) ADJ UNCH    2 0
 DR0521
 DR0521.Superseded values are not recommended for survey control.
 DR0521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0521.See file dsdata.txt to determine how the superseded data were derived.
 DR0521
 DR0521_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDT591097(NAD 83)
 DR0521_MARKER: DB = BENCH MARK DISK
 DR0521_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR0521_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DR0521_STAMPING: 5890 64WA
 DR0521_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR0521+STABILITY: SURFACE MOTION
 DR0521
 DR0521  HISTORY     - Date     Condition        Report By
 DR0521  HISTORY     - UNK      MONUMENTED       USGS
 DR0521  HISTORY     - 1934     GOOD             NGS
 DR0521
 DR0521                          STATION DESCRIPTION
 DR0521
 DR0521'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DR0521'3.9 MI W FROM LINCOLN.
 DR0521'3.9 MI WEST ON US HWY NO. 380 52 FEET SOUTH OF THE INTERSECTION OF THE
 DR0521'HIGHWAY AND A ROAD NORTH TO A C.C.C. CAMP, 4 FEET NORTH OF A TELEPHONE
 DR0521'POLE NO. 7039.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0205 ***********************************************************************
 DT0205  DESIGNATION -  59
 DT0205  PID         -  DT0205
 DT0205  STATE/COUNTY-  NM/CATRON
 DT0205  USGS QUAD   -  LUNA LAKE (1991)
 DT0205
 DT0205                         *CURRENT SURVEY CONTROL
 DT0205  ___________________________________________________________________
 DT0205* NAD 83(1986)-  33 48 38.     (N)    109 02 48.     (W)     SCALED    
 DT0205* NAVD 88     -      2471.861  (meters)    8109.76   (feet)  ADJUSTED  
 DT0205  ___________________________________________________________________
 DT0205  GEOID HEIGHT-         -22.44  (meters)                     GEOID03
 DT0205  DYNAMIC HT  -        2467.840 (meters)    8096.57  (feet)  COMP
 DT0205  MODELED GRAV-     978,919.9   (mgal)                       NAVD 88
 DT0205
 DT0205  VERT ORDER  -  FIRST     CLASS II
 DT0205
 DT0205.The horizontal coordinates were scaled from a topographic map and have
 DT0205.an estimated accuracy of +/- 6 seconds.
 DT0205
 DT0205.The orthometric height was determined by differential leveling
 DT0205.and adjusted by the National Geodetic Survey in June 1991..
 DT0205.WARNING-Repeat measurements at this control monument indicate possible
 DT0205.vertical movement.
 DT0205
 DT0205.The geoid height was determined by GEOID03.
 DT0205
 DT0205.The dynamic height is computed by dividing the NAVD 88
 DT0205.geopotential number by the normal gravity value computed on the
 DT0205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0205.degrees latitude (g = 980.6199 gals.).
 DT0205
 DT0205.The modeled gravity was interpolated from observed gravity values.
 DT0205
 DT0205;                    North         East    Units  Estimated Accuracy
 DT0205;SPC NM W     -   312,310.      717,660.      MT  (+/- 180 meters Scaled)
 DT0205
 DT0205                          SUPERSEDED SURVEY CONTROL
 DT0205
 DT0205.No superseded survey control is available for this station.
 DT0205
 DT0205_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC807428(NAD 83)
 DT0205_MARKER: DD = SURVEY DISK
 DT0205_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DT0205_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DT0205_STAMPING: U.S. FOREST SERVICE RES. BOUNDARY MK. NO.59
 DT0205_PROJECTION: PROJECTING 9 CENTIMETERS
 DT0205_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DT0205+STABILITY: SURFACE MOTION
 DT0205_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DT0205+SATELLITE: SATELLITE OBSERVATIONS - July 29, 2005
 DT0205
 DT0205  HISTORY     - Date     Condition        Report By
 DT0205  HISTORY     - UNK      MONUMENTED       USFS
 DT0205  HISTORY     - 1934     GOOD             NGS
 DT0205  HISTORY     - 1980     GOOD             NGS
 DT0205  HISTORY     - 20050729 GOOD             USPSQD
 DT0205
 DT0205                          STATION DESCRIPTION
 DT0205
 DT0205'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DT0205'6.0 MI NW FROM LUNA.
 DT0205'6.0 MILES NORTH WEST ALONG HWY. NO. 11 (7.0 MILES EAST OF ALPINE,
 DT0205'ARIZ).  ON STATE HWY. NO. 11, ON ARIZONA NEW MEXICO STATE LINE, 66 FT.
 DT0205'SOUTH OF CENTER LINE OF ROAD AT CATTLE GUARD, AND 9 FT. EAST OF FENCE
 DT0205'LINE, ON 4 INCH PIPE ABOUT 3 FT. HIGH AND SET IN CONCRETE.
 DT0205
 DT0205                          STATION RECOVERY (1980)
 DT0205
 DT0205'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DT0205'MARK RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  12.1
 DT0205'KM (7.5 MI) NORTHWEST ALONG U.S. HIGHWAY 180 FROM THE
 DT0205'POST OFFICE IN LUNA AND 11.1 KM (6.9 MI) SOUTHEAST ALONG
 DT0205'U.S. HIGHWAY 180 FROM THE POST OFFICE IN ALPINE, AT THE
 DT0205'ARIZONA-NEW MEXICO STATE LINE, 20.1 METERS (66.0 FT) SOUTH OF THE
 DT0205'CENTERLINE OF THE HIGHWAY, 16.4 METERS (54.0 FT) SOUTH OF THE SOUTH
 DT0205'END OF A CATTLE GUARD, 4.6 METERS (15.0 FT) SOUTH OF A FENCE CORNER
 DT0205'AND 0.6 METER (2.0 FT) EAST OF A FENCE.
 DT0205'THE MARK IS 0.5 METERS  W FROM A WITNESS POST.
 DT0205'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
 DT0205
 DT0205                          STATION RECOVERY (2005)
 DT0205
 DT0205'RECOVERY NOTE BY US POWER SQUADRON 2005 (CP)
 DT0205'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0473 ***********************************************************************
 FP0473  DESIGNATION -  59 B
 FP0473  PID         -  FP0473
 FP0473  STATE/COUNTY-  NM/CIBOLA
 FP0473  USGS QUAD   -  TOGEYE LAKE (1981)
 FP0473
 FP0473                         *CURRENT SURVEY CONTROL
 FP0473  ___________________________________________________________________
 FP0473* NAD 83(1992)-  35 01 18.56998(N)    108 24 12.81594(W)     ADJUSTED  
 FP0473* NAVD 88     -      2189.8    (meters)    7184.     (feet)  VERTCON   
 FP0473  ___________________________________________________________________
 FP0473  LAPLACE CORR-           4.95  (seconds)                    DEFLEC99
 FP0473  GEOID HEIGHT-         -20.80  (meters)                     GEOID03
 FP0473
 FP0473  HORZ ORDER  -  FIRST
 FP0473
 FP0473.The horizontal coordinates were established by classical geodetic methods
 FP0473.and adjusted by the National Geodetic Survey in December 1993..
 FP0473
 FP0473.The NAVD 88 height was computed by applying the VERTCON shift value to
 FP0473.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FP0473
 FP0473.The Laplace correction was computed from DEFLEC99 derived deflections.
 FP0473
 FP0473.The geoid height was determined by GEOID03.
 FP0473
 FP0473;                    North         East     Units Scale Factor Converg.
 FP0473;SPC NM W     -   446,151.299   777,962.919   MT  0.99995003   -0 19 38.1
 FP0473;SPC NM W     - 1,463,748.05  2,552,366.68   sFT  0.99995003   -0 19 38.1
 FP0473;UTM  12      - 3,878,545.030   736,894.422   MT  1.00029169   +1 29 26.7
 FP0473
 FP0473!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FP0473!SPC NM W     -   0.99965965  x   0.99995003  =   0.99960969
 FP0473!UTM  12      -   0.99965965  x   1.00029169  =   0.99995124
 FP0473
 FP0473:                Primary Azimuth Mark                     Grid Az
 FP0473:SPC NM W     -  59 B AZ MK                               037 45 51.1
 FP0473:UTM  12      -  59 B AZ MK                               035 56 46.3
 FP0473
 FP0473|---------------------------------------------------------------------|
 FP0473| PID    Reference Object                     Distance      Geod. Az  |
 FP0473|                                                           dddmmss.s |
 FP0473| CD3894 59 B AZ MK                                         0372613.0 |
 FP0473| CD3896 59 B RM 2                             6.853 METERS 26622     |
 FP0473| FP0472 LOS ANGELES ALBUQ AWY BCN 59 B        4.589 METERS 28735     |
 FP0473| CD3895 59 B RM 1                             3.724 METERS 32719     |
 FP0473|---------------------------------------------------------------------|
 FP0473
 FP0473                          SUPERSEDED SURVEY CONTROL
 FP0473
 FP0473  NAD 83(1986)-  35 01 18.57034(N)    108 24 12.81407(W) AD(       ) 1
 FP0473  NAD 27      -  35 01 18.43521(N)    108 24 10.55960(W) AD(       ) 1
 FP0473  NGVD 29 (07/19/86) 2188.8    (m)         7181.     (f) VERT ANG       
 FP0473
 FP0473.Superseded values are not recommended for survey control.
 FP0473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0473.See file dsdata.txt to determine how the superseded data were derived.
 FP0473
 FP0473_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYD3689478545(NAD 83)
 FP0473_MARKER: DS = TRIANGULATION STATION DISK
 FP0473_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FP0473_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FP0473
 FP0473  HISTORY     - Date     Condition        Report By
 FP0473  HISTORY     - 1945     MONUMENTED       CGS
 FP0473  HISTORY     - 1959     GOOD             CGS
 FP0473
 FP0473                          STATION DESCRIPTION
 FP0473
 FP0473'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (RAM)
 FP0473'STATION IS LOCATED ABOUT 31 MILES (AIR LINE) WSW OF GRANTS, 27
 FP0473'MILES E OF ZUNI, AND 3 MILES W OF EL MORRO NATIONAL MONUMENT.  IT
 FP0473'IS ON THE TOP OF A LOW HILL WHICH OVERLOOKS THE EL MORRO CIVIL
 FP0473'AERONAUTICS AUTHORITY INTERMEDIATE AIRPORT TO THE N AND E.
 FP0473'
 FP0473'TO REACH THE STATION FROM THE ENTRANCE TO EL MORRO NATIONAL
 FP0473'MONUMENT, GO N FOR 0.4 MILE TO THE MAIN E-W ROAD.  TURN LEFT (W) ON
 FP0473'THIS ROAD AND GO 3.2 MILES ON THE MAIN ROAD TO A ROAD TURNING OFF
 FP0473'SHARPLY TO THE LEFT.  (TO REACH THE AZIMUTH MARK TURN LEFT ON THIS
 FP0473'ROAD AND GO S 0.1 MILE.  THEN TURN LEFT AND GO CROSS COUNTRY
 FP0473'TOWARD THE EDGE OF THE MESA FOR 0.2 MILE, THEN CLIMB TO THE TOP OF
 FP0473'THE MESA AND AZIMUTH MARK NEAR BLINKER LIGHT NO. 598.)
 FP0473'CONTINUE STRAIGHT AHEAD ON THE MAIN ROAD FOR 0.6 MILE TO A
 FP0473'FORK.  TAKE THE LEFT FORK AND GO S 0.3 MILE TO A T-ROAD ON THE
 FP0473'LEFT.  TURN LEFT THROUGH A CATTLE GUARD AND GO 0.25 MILE
 FP0473'TOWARD THE AIRPORT BUILDINGS.  THEN TURN RIGHT ON A TRACK ROAD UP THE
 FP0473'LOW HILL TO THE S OF THE BUILDINGS AND GO 0.25 MILE TO THE
 FP0473'TOP AND STATION.
 FP0473'
 FP0473'STATION IS LOCATED 15.05 FEET E OF THE CENTER OF BEACON NO. 59B.
 FP0473'IT IS MARKED BY A BRONZE STATION DISK SET IN THE TOP OF A CONCRETE
 FP0473'CYLINDER WHICH PROJECTS 3 INCHES ABOVE THE GROUND AND IS STAMPED
 FP0473'59B 1945.  AN UNDERGROUND MARK WAS SET IN CONCRETE 30 INCHES
 FP0473'BELOW THE SURFACE OF THE GROUND.
 FP0473'
 FP0473'REFERENCE MARK 1 IS NW OF THE STATION AND AT ABOUT THE SAME LEVEL.
 FP0473'IT IS 13 INCHES SW OF THE NE LEG OF THE BEACON TOWER.  IT IS
 FP0473'A BRONZE REFERENCE DISK CEMENTED IN A DRILL HOLE IN THE CONCRETE
 FP0473'BASE OF THE TOWER AND IS FLUSH WITH THE SURFACE.  IT IS STAMPED
 FP0473'59B NO 1 1945.
 FP0473'
 FP0473'REFERENCE MARK 2 IS WSW OF THE STATION AND AT ABOUT THE SAME
 FP0473'LEVEL.  IT IS 8 INCHES NE OF THE SW LEG OF THE BEACON TOWER.  IT
 FP0473'IS A BRONZE REFERENCE DISK CEMENTED IN A DRILL HOLE IN THE
 FP0473'CONCRETE BASE OF THE TOWER AND IS FLUSH WITH THE SURFACE.  IT IS
 FP0473'STAMPED 59B NO 2 1945.
 FP0473'
 FP0473'AZIMUTH MARK IS LOCATED ABOUT 1 MILE NE OF THE STATION AND 4
 FP0473'FEET SSW OF THE SW CORNER OF THE POWER HOUSE IN THE BASE OF BLINKER
 FP0473'LIGHT NO. 598.  IT IS ON A MESA OVERLOOKING THE AIRFIELD FROM THE
 FP0473'NE.  IT IS A BRONZE AZIMUTH DISK CEMENTED IN A DRILL HOLE IN
 FP0473'BEDROCK FLUSH WITH THE SURFACE AND IS STAMPED 59B 1945.
 FP0473
 FP0473                          STATION RECOVERY (1959)
 FP0473
 FP0473'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (FJT)
 FP0473'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2, AND
 FP0473'THE AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.
 FP0473'ROADS HAVE CHANGED MAKING THE ORIGINAL TO REACH OBSOLETE.  A NEW
 FP0473'AND COMPLETE TO REACH FOLLOWS.
 FP0473'
 FP0473'TO REACH THE STATION FROM THE EL MORRO POST OFFICE GO WEST ON
 FP0473'STATE HIGHWAY 53 FOR 1.0 MILE TO A SIGN POINTING TO THE EL MORRO
 FP0473'NATIONAL MONUMENT, CONTINUE WEST ON STATE HIGHWAY 53 FOR 3.3
 FP0473'MILES TO A T ROAD LEFT.  TURN LEFT AND GO SOUTH ON BLADED ROAD
 FP0473'FOR 2.1 MILES TO THE ENTRANCE TO THE AIRPORT AND A CATTLE GUARD
 FP0473'ON THE LEFT, TURN LEFT ACROSS CATTLE GUARD AND GO EAST ON THE
 FP0473'DRIVEWAY TO THE AIRPORT FOR 0.2 MILE TO A TRACK ROAD RIGHT,
 FP0473'TURN RIGHT AND PASS TO THE RIGHT OF AN INSTALLATION FOR 0.1
 FP0473'MILE.  HERE LEAVE TRACK ROAD AND PICK DIM TRACK UPHILL IN A
 FP0473'SOUTHEASTERLY DIRECTION FOR 0.1 MILE TO THE TOP OF A SMALL
 FP0473'RISE AND THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0220 ***********************************************************************
 GM0220  DESIGNATION -  5909
 GM0220  PID         -  GM0220
 GM0220  STATE/COUNTY-  NM/COLFAX
 GM0220  USGS QUAD   -  MAXWELL (1971)
 GM0220
 GM0220                         *CURRENT SURVEY CONTROL
 GM0220  ___________________________________________________________________
 GM0220* NAD 83(1986)-  36 32 24.     (N)    104 32 23.     (W)     SCALED    
 GM0220* NAVD 88     -      1802.094  (meters)    5912.37   (feet)  POSTED    
 GM0220  ___________________________________________________________________
 GM0220  GEOID HEIGHT-         -18.68  (meters)                     GEOID03
 GM0220  DYNAMIC HT  -        1799.830 (meters)    5904.94  (feet)  COMP
 GM0220  MODELED GRAV-     979,312.5   (mgal)                       NAVD 88
 GM0220
 GM0220  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 GM0220
 GM0220.The horizontal coordinates were scaled from a topographic map and have
 GM0220.an estimated accuracy of +/- 6 seconds.
 GM0220
 GM0220.The orthometric height was determined by differential leveling
 GM0220.and adjusted by the National Geodetic Survey in 1992..
 GM0220.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 GM0220.rate of 1.1 thru 2.0 mm/km.
 GM0220
 GM0220.The geoid height was determined by GEOID03.
 GM0220
 GM0220.The dynamic height is computed by dividing the NAVD 88
 GM0220.geopotential number by the normal gravity value computed on the
 GM0220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GM0220.degrees latitude (g = 980.6199 gals.).
 GM0220
 GM0220.The modeled gravity was interpolated from observed gravity values.
 GM0220
 GM0220;                    North         East    Units  Estimated Accuracy
 GM0220;SPC NM E     -   614,450.      146,520.      MT  (+/- 180 meters Scaled)
 GM0220
 GM0220                          SUPERSEDED SURVEY CONTROL
 GM0220
 GM0220  NGVD 29 (??/??/92) 1801.249  (m)         5909.60   (f) ADJ UNCH    1 2
 GM0220
 GM0220.Superseded values are not recommended for survey control.
 GM0220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0220.See file dsdata.txt to determine how the superseded data were derived.
 GM0220
 GM0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEA411439(NAD 83)
 GM0220_MARKER: DD = SURVEY DISK
 GM0220_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GM0220_SP_SET: PILLAR BASE
 GM0220_STAMPING: 5909
 GM0220_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GM0220
 GM0220  HISTORY     - Date     Condition        Report By
 GM0220  HISTORY     - UNK      MONUMENTED       USGS
 GM0220  HISTORY     - 1929     GOOD             NGS
 GM0220  HISTORY     - 1966     GOOD             AMS
 GM0220
 GM0220                          STATION DESCRIPTION
 GM0220
 GM0220'DESCRIBED BY NATIONAL GEODETIC SURVEY 1929
 GM0220'IN MAXWELL.
 GM0220'IN MAXWELL, 250 FEET WEST OF SANTA FE DEPOT, IN FRONT OF THE MAIN
 GM0220'ENTRANCE OF MAXWELL SUPPLY CO. STORE, IN BASE OF PILLAR.
 GM0220
 GM0220                          STATION RECOVERY (1966)
 GM0220
 GM0220'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1966
 GM0220'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0042 ***********************************************************************
 CY0042  DESIGNATION -  5937.93
 CY0042  PID         -  CY0042
 CY0042  STATE/COUNTY-  NM/GRANT
 CY0042  USGS QUAD   -  SILVER CITY (1992)
 CY0042
 CY0042                         *CURRENT SURVEY CONTROL
 CY0042  ___________________________________________________________________
 CY0042* NAD 83(1986)-  32 46 12.     (N)    108 16 50.     (W)     SCALED    
 CY0042* NAVD 88     -      1810.689  (meters)    5940.57   (feet)  ADJUSTED  
 CY0042  ___________________________________________________________________
 CY0042  GEOID HEIGHT-         -23.81  (meters)                     GEOID03
 CY0042  DYNAMIC HT  -        1807.848 (meters)    5931.25  (feet)  COMP
 CY0042  MODELED GRAV-     979,004.4   (mgal)                       NAVD 88
 CY0042
 CY0042  VERT ORDER  -  FIRST     CLASS II
 CY0042
 CY0042.The horizontal coordinates were scaled from a topographic map and have
 CY0042.an estimated accuracy of +/- 6 seconds.
 CY0042
 CY0042.The orthometric height was determined by differential leveling
 CY0042.and adjusted by the National Geodetic Survey in June 1991..
 CY0042
 CY0042.The geoid height was determined by GEOID03.
 CY0042
 CY0042.The dynamic height is computed by dividing the NAVD 88
 CY0042.geopotential number by the normal gravity value computed on the
 CY0042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0042.degrees latitude (g = 980.6199 gals.).
 CY0042
 CY0042.The modeled gravity was interpolated from observed gravity values.
 CY0042
 CY0042;                    North         East    Units  Estimated Accuracy
 CY0042;SPC NM W     -   196,340.      788,100.      MT  (+/- 180 meters Scaled)
 CY0042
 CY0042                          SUPERSEDED SURVEY CONTROL
 CY0042
 CY0042  NGVD 29 (??/??/92) 1809.801  (m)         5937.66   (f) ADJ UNCH    1 2
 CY0042
 CY0042.Superseded values are not recommended for survey control.
 CY0042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0042.See file dsdata.txt to determine how the superseded data were derived.
 CY0042
 CY0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYB547290(NAD 83)
 CY0042_MARKER: DD = SURVEY DISK
 CY0042_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CY0042_SP_SET: STEP
 CY0042_STAMPING: 5937.93
 CY0042_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CY0042_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CY0042+SATELLITE: SATELLITE OBSERVATIONS - September 06, 2004
 CY0042
 CY0042  HISTORY     - Date     Condition        Report By
 CY0042  HISTORY     - UNK      MONUMENTED       USGS
 CY0042  HISTORY     - 1941     GOOD             NGS
 CY0042  HISTORY     - 1952     GOOD             NGS
 CY0042  HISTORY     - 1980     GOOD             NGS
 CY0042  HISTORY     - 20040906 GOOD             GEOCAC
 CY0042
 CY0042                          STATION DESCRIPTION
 CY0042
 CY0042'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 CY0042'IN SILVER CITY.
 CY0042'AT SILVER CITY, GRANT COUNTY, AT THE EAST ENTRANCE TO THE COUNTY
 CY0042'COURTHOUSE AND IN THE TOP OF THE NORTH END OF THE BOTTOM CONCRETE
 CY0042'STEP.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED
 CY0042'5937.93.
 CY0042
 CY0042                          STATION RECOVERY (1952)
 CY0042
 CY0042'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 CY0042'RECOVERED IN GOOD CONDITION.
 CY0042
 CY0042                          STATION RECOVERY (1980)
 CY0042
 CY0042'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CY0042'ADD=AT THE GRANT COUNTY COURTHOUSE, AT THE WEST END OF THE EAST
 CY0042'BROADWAY STREET, AT THE NORTH END OF THE BOTTOM STEP OF THE
 CY0042'MAIN ENTRANCE TO THE COURTHOUSE.
 CY0042'THE MARK IS 1.2 M ABOVE THE STREET.
 CY0042
 CY0042                          STATION RECOVERY (2004)
 CY0042
 CY0042'RECOVERY NOTE BY GEOCACHING 2004 (CB)
 CY0042'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0302 ***********************************************************************
 CW0302  DESIGNATION -  5950.84
 CW0302  PID         -  CW0302
 CW0302  STATE/COUNTY-  NM/CHAVES
 CW0302  USGS QUAD   -  ELK (1963)
 CW0302
 CW0302                         *CURRENT SURVEY CONTROL
 CW0302  ___________________________________________________________________
 CW0302* NAD 83(1986)-  32 54 53.     (N)    105 21 03.     (W)     SCALED    
 CW0302* NAVD 88     -      1820.274  (meters)    5972.02   (feet)  ADJUSTED  
 CW0302  ___________________________________________________________________
 CW0302  GEOID HEIGHT-         -20.60  (meters)                     GEOID03
 CW0302  DYNAMIC HT  -        1817.445 (meters)    5962.73  (feet)  COMP
 CW0302  MODELED GRAV-     979,019.1   (mgal)                       NAVD 88
 CW0302
 CW0302  VERT ORDER  -  SECOND    CLASS 0
 CW0302
 CW0302.The horizontal coordinates were scaled from a topographic map and have
 CW0302.an estimated accuracy of +/- 6 seconds.
 CW0302
 CW0302.The orthometric height was determined by differential leveling
 CW0302.and adjusted by the National Geodetic Survey in June 1991..
 CW0302
 CW0302.The geoid height was determined by GEOID03.
 CW0302
 CW0302.The dynamic height is computed by dividing the NAVD 88
 CW0302.geopotential number by the normal gravity value computed on the
 CW0302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0302.degrees latitude (g = 980.6199 gals.).
 CW0302
 CW0302.The modeled gravity was interpolated from observed gravity values.
 CW0302
 CW0302;                    North         East    Units  Estimated Accuracy
 CW0302;SPC NM E     -   212,760.       69,830.      MT  (+/- 180 meters Scaled)
 CW0302
 CW0302                          SUPERSEDED SURVEY CONTROL
 CW0302
 CW0302  NGVD 29 (??/??/92) 1819.540  (m)         5969.61   (f) ADJ UNCH    2 0
 CW0302
 CW0302.Superseded values are not recommended for survey control.
 CW0302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0302.See file dsdata.txt to determine how the superseded data were derived.
 CW0302
 CW0302_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDS671418(NAD 83)
 CW0302_MARKER: DD = SURVEY DISK
 CW0302_SETTING: 66 = SET IN ROCK OUTCROP
 CW0302_SP_SET: ROCK LEDGE
 CW0302_STAMPING: 5950.84
 CW0302_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CW0302+STABILITY: POSITION/ELEVATION WELL
 CW0302
 CW0302  HISTORY     - Date     Condition        Report By
 CW0302  HISTORY     - UNK      MONUMENTED       BPR
 CW0302  HISTORY     - 1934     GOOD             NGS
 CW0302
 CW0302                          STATION DESCRIPTION
 CW0302
 CW0302'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CW0302'9.3 MI E FROM MAYHILL.
 CW0302'9.3 MI. E. OF P.O. ALONG STATE NO. 83 AT THE CHAVES-OTERO COUNTY LINE,
 CW0302'AT HWY. STA. 473 PLUS 50, 92 FT. N. OF CENTER LINE OF HWY., 15 FT. N.
 CW0302'OF HWY. R.O.W. FENCE, AND SET IN A ROCK LEDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CF0287 ***********************************************************************
 CF0287  DESIGNATION -  5955=HYLO
 CF0287  PID         -  CF0287
 CF0287  STATE/COUNTY-  NM/HIDALGO
 CF0287  USGS QUAD   -  HILO PEAK (1982)
 CF0287
 CF0287                         *CURRENT SURVEY CONTROL
 CF0287  ___________________________________________________________________
 CF0287* NAD 83(1992)-  31 23 34.22856(N)    108 35 51.03852(W)     ADJUSTED  
 CF0287* NAVD 88     -      1816.     (meters)    5958.     (feet)  SCALED    
 CF0287  ___________________________________________________________________
 CF0287  LAPLACE CORR-           0.11  (seconds)                    DEFLEC99
 CF0287  GEOID HEIGHT-         -25.73  (meters)                     GEOID03
 CF0287
 CF0287  HORZ ORDER  -  FIRST
 CF0287
 CF0287.The horizontal coordinates were established by classical geodetic methods
 CF0287.and adjusted by the National Geodetic Survey in December 1993..
 CF0287
 CF0287.The orthometric height was scaled from a topographic map.
 CF0287
 CF0287.The Laplace correction was computed from DEFLEC99 derived deflections.
 CF0287
 CF0287.The geoid height was determined by GEOID03.
 CF0287
 CF0287;                    North         East     Units Scale Factor Converg.
 CF0287;SPC NM W     -    43,804.269   757,323.767   MT  0.99998179   -0 23 53.1
 CF0287;SPC NM W     -   143,714.51  2,484,653.06   sFT  0.99998179   -0 23 53.1
 CF0287;UTM  12      - 3,475,635.677   728,441.419   MT  1.00024371   +1 15 07.2
 CF0287
 CF0287!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CF0287!SPC NM W     -   0.99971899  x   0.99998179  =   0.99970078
 CF0287!UTM  12      -   0.99971899  x   1.00024371  =   0.99996263
 CF0287
 CF0287|---------------------------------------------------------------------|
 CF0287| PID    Reference Object                     Distance      Geod. Az  |
 CF0287|                                                           dddmmss.s |
 CF0287| CC6715 HYLO RM 1                             4.450 METERS 09755     |
 CF0287| CC6716 HYLO RM 2                             5.932 METERS 18132     |
 CF0287| CC6714 HYLO AZ MK                                         2432204.7 |
 CF0287|---------------------------------------------------------------------|
 CF0287
 CF0287                          SUPERSEDED SURVEY CONTROL
 CF0287
 CF0287  NAD 83(1992)-  31 23 34.22863(N)    108 35 51.03819(W) AD(       ) 1
 CF0287  NAD 83(1986)-  31 23 34.23497(N)    108 35 51.02841(W) AD(       ) 1
 CF0287  NAD 27      -  31 23 33.84500(N)    108 35 48.87800(W) AD(       ) 1
 CF0287
 CF0287.Superseded values are not recommended for survey control.
 CF0287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0287.See file dsdata.txt to determine how the superseded data were derived.
 CF0287
 CF0287_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RYV2844175636(NAD 83)
 CF0287_MARKER: DD = SURVEY DISK
 CF0287_SETTING: 66 = SET IN ROCK OUTCROP
 CF0287
 CF0287  HISTORY     - Date     Condition        Report By
 CF0287  HISTORY     - 1917     MONUMENTED       USGS
 CF0287  HISTORY     - 1938     GOOD             USGS
 CF0287  HISTORY     - 1958     GOOD             AMS
 CF0287
 CF0287                          STATION DESCRIPTION
 CF0287
 CF0287'DESCRIBED BY US GEOLOGICAL SURVEY 1917
 CF0287'ON A HIGH ROCKY PEAK 2 MI. E. OF CULBERSONS RANCH AND ABOUT 2 MI. N.
 CF0287'OF UNITED STATES AND MEXICO BORDER.
 CF0287'
 CF0287'STATION MARK - BRONZE USGS TABLET SET IN SOLID ROCK, STAMPED
 CF0287'---5955 VA DATUM 1917.
 CF0287'
 CF0287'REFERENCE MARKS - NONE.
 CF0287
 CF0287                          STATION RECOVERY (1938)
 CF0287
 CF0287'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1938 (FGJ)
 CF0287'STATION IS LOCATED ON A PROMINENT RED ROCK PEAK ON THE W
 CF0287'SIDE OF PLAYAS VALLEY, AND IS SHOWN ON THE GEODETIC SURVEY
 CF0287'SHEET (ANTELOPE WELLS QUADRANGLE) AS HILO PEAK.  IT IS
 CF0287'ABOUT 3 MILES SW OF HIGH LONESOME WELLS AND 2 MILES ENE
 CF0287'OF CULBERSONS RANCH (DISTANCES AIRLINE) AND 4 MILES N OF
 CF0287'THE MEXICO BORDER.
 CF0287'
 CF0287'STATION MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL
 CF0287'HOLE IN OUTCROPPING BEDROCK.  REFERENCE
 CF0287'AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS IN OUTCROPPING
 CF0287'BEDROCK.
 CF0287'
 CF0287'REACHED FROM HACHITA--AT THE RAILROAD COAL CHUTE TAKE THE
 CF0287'PLAYAS-GRANITE PASS ROAD S FOR 11 MILES TO TWELVE MILE TANK
 CF0287'(TRIANGULATION STATION TWELVE MILE IS AT THE INTERSECTION
 CF0287'OF ROADS AFTER CROSSING FILL).  CONTINUE ON MAIN-TRAVELED
 CF0287'ROAD 9.5 MILES TO ENTRANCE OF HATCHET SIDE CCC CAMP.  CONTINUE
 CF0287'ON MAIN-TRAVELED ROAD FOR 5.5 MILES TO FORK OF ROADS.  TAKE
 CF0287'LEFT FORK GOING TO ALAMO HUECO.  CONTINUE ON RIGHT FORK S
 CF0287'3.6 MILES TO THE STANDING FIREPLACE OF AN ADOBE HUT, AND THE
 CF0287'LOCATION OF TRIANGULATION STATION FIREPLACE IS TO THE E OF
 CF0287'ROAD.  CONTINUE S ON MAIN-TRAVELED ROAD FOR 14.0 MILES AT
 CF0287'CROSSROADS AND SIGN CUSTOM HOUSE R, TAKE RIGHT FORK TO THE W
 CF0287'FOR 2.0 MILES WHERE THE ROAD PASSES TO THE RIGHT OF A
 CF0287'STEEP SLOPE, N OF, AND THE ROAD PASSES ALONG THE S BANK OF
 CF0287'WASH.  THE STATION PEAK LIES 1-1/2 MILES TO THE N.  CROSS
 CF0287'WASH AND CONTINUE N PICKING THE BEST AVAILABLE ROUTE
 CF0287'ACROSS COUNTRY FOR ABOUT 1.0 MILE TO BASE OF SLOPE.  FROM
 CF0287'THE END OF TRUCK TRAVEL PACK ALONG THE E SIDE OF WASH
 CF0287'TO THE SUMMIT OF PEAK.
 CF0287'
 CF0287'THE AZIMUTH MARK, A STANDARD DISK AZIMUTH MARK, IS LOCATED
 CF0287'ABOUT 1/2 MILE WSW OF THE STATION ON THE LOWEST PEAK OF
 CF0287'THE MOUNTAIN.
 CF0287'
 CF0287'THE AZIMUTH MARK AND REFERENCE MARKS (C AND GS) ARE STAMPED
 CF0287'HYLO USGS 1938.  THE STATION MARK, A GEODETIC SURVEY BENCH
 CF0287'MARK WITH A CROSS IN ITS CENTER HAS NO STATION NAME STAMPED
 CF0287'UPON IT, IS MARKED WITH AN ELEVATION 5955 AND OPPOSITE THE WORD
 CF0287'DATUM THEREON APPEARS THE TWO STAMPED LETTERS VA, AND MARK
 CF0287'IS DATED 1918.  (THE CUSTOM HOUSE SIGN FACES IN THE DIRECTION
 CF0287'OPPOSITE TO TRAVEL).
 CF0287
 CF0287                          STATION RECOVERY (1958)
 CF0287
 CF0287'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1958
 CF0287'STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AS DESCRIBED.
 CF0287'
 CF0287'THE STATION IS LOCATED ON THE HIGHEST POINT OF HILL, 30 FEET
 CF0287'E OF THE CENTER OF SMALL BUSH.  9 FEET SSW OF THE CENTER
 CF0287'OF BUSH.  72 FEET N OF BUSH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0224 ***********************************************************************
 GM0224  DESIGNATION -  5968
 GM0224  PID         -  GM0224
 GM0224  STATE/COUNTY-  NM/COLFAX
 GM0224  USGS QUAD   -  MAXWELL (1971)
 GM0224
 GM0224                         *CURRENT SURVEY CONTROL
 GM0224  ___________________________________________________________________
 GM0224* NAD 83(1986)-  36 35 45.     (N)    104 31 45.     (W)     SCALED    
 GM0224* NAVD 88     -      1820.285  (meters)    5972.05   (feet)  POSTED    
 GM0224  ___________________________________________________________________
 GM0224  GEOID HEIGHT-         -18.61  (meters)                     GEOID03
 GM0224  DYNAMIC HT  -        1818.000 (meters)    5964.56  (feet)  COMP
 GM0224  MODELED GRAV-     979,309.7   (mgal)                       NAVD 88
 GM0224
 GM0224  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 GM0224
 GM0224.The horizontal coordinates were scaled from a topographic map and have
 GM0224.an estimated accuracy of +/- 6 seconds.
 GM0224
 GM0224.The orthometric height was determined by differential leveling
 GM0224.and adjusted by the National Geodetic Survey in 1992..
 GM0224.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 GM0224.rate of 1.1 thru 2.0 mm/km.
 GM0224
 GM0224.The geoid height was determined by GEOID03.
 GM0224
 GM0224.The dynamic height is computed by dividing the NAVD 88
 GM0224.geopotential number by the normal gravity value computed on the
 GM0224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GM0224.degrees latitude (g = 980.6199 gals.).
 GM0224
 GM0224.The modeled gravity was interpolated from observed gravity values.
 GM0224
 GM0224;                    North         East    Units  Estimated Accuracy
 GM0224;SPC NM E     -   620,650.      147,480.      MT  (+/- 180 meters Scaled)
 GM0224
 GM0224                          SUPERSEDED SURVEY CONTROL
 GM0224
 GM0224  NGVD 29 (??/??/92) 1819.414  (m)         5969.19   (f) ADJ UNCH    1 2
 GM0224
 GM0224.Superseded values are not recommended for survey control.
 GM0224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0224.See file dsdata.txt to determine how the superseded data were derived.
 GM0224
 GM0224_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEA421501(NAD 83)
 GM0224_MARKER: DD = SURVEY DISK
 GM0224_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GM0224_SP_SET: PIER
 GM0224_STAMPING: 5968
 GM0224_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GM0224
 GM0224  HISTORY     - Date     Condition        Report By
 GM0224  HISTORY     - UNK      MONUMENTED       USGS
 GM0224  HISTORY     - 1929     GOOD             NGS
 GM0224  HISTORY     - 1934     MARK NOT FOUND   NGS
 GM0224
 GM0224                          STATION DESCRIPTION
 GM0224
 GM0224'DESCRIBED BY NATIONAL GEODETIC SURVEY 1929
 GM0224'4.0 MI N FROM MAXWELL.
 GM0224'4.0 MILES NORTH OF MAXWELL IN TOP OF SOUTH PIER OF RAILROAD BRIDGE 682
 GM0224'A, WEST SIDE OF TRACK.  NOTE-- BOTH BRIDGE 682-A AND 682-B WERE
 GM0224'CHECKED, NO EVIDENCE OF THE MARK COULD BE FOUND.
 GM0224
 GM0224                          STATION RECOVERY (1934)
 GM0224
 GM0224'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 GM0224'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0635 ***********************************************************************
 DT0635  DESIGNATION -  5972.76
 DT0635  PID         -  DT0635
 DT0635  STATE/COUNTY-  NM/CATRON
 DT0635  USGS QUAD   -  RESERVE (1965)
 DT0635
 DT0635                         *CURRENT SURVEY CONTROL
 DT0635  ___________________________________________________________________
 DT0635* NAD 83(1986)-  33 43 26.     (N)    108 47 37.     (W)     SCALED    
 DT0635* NAVD 88     -      1821.300  (meters)    5975.38   (feet)  ADJUSTED  
 DT0635  ___________________________________________________________________
 DT0635  GEOID HEIGHT-         -22.71  (meters)                     GEOID03
 DT0635  DYNAMIC HT  -        1818.519 (meters)    5966.26  (feet)  COMP
 DT0635  MODELED GRAV-     979,045.5   (mgal)                       NAVD 88
 DT0635
 DT0635  VERT ORDER  -  FIRST     CLASS II
 DT0635
 DT0635.The horizontal coordinates were scaled from a topographic map and have
 DT0635.an estimated accuracy of +/- 6 seconds.
 DT0635
 DT0635.The orthometric height was determined by differential leveling
 DT0635.and adjusted by the National Geodetic Survey in June 1991..
 DT0635
 DT0635.The geoid height was determined by GEOID03.
 DT0635
 DT0635.The dynamic height is computed by dividing the NAVD 88
 DT0635.geopotential number by the normal gravity value computed on the
 DT0635.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0635.degrees latitude (g = 980.6199 gals.).
 DT0635
 DT0635.The modeled gravity was interpolated from observed gravity values.
 DT0635
 DT0635;                    North         East    Units  Estimated Accuracy
 DT0635;SPC NM W     -   302,450.      741,010.      MT  (+/- 180 meters Scaled)
 DT0635
 DT0635                          SUPERSEDED SURVEY CONTROL
 DT0635
 DT0635.No superseded survey control is available for this station.
 DT0635
 DT0635_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYC044337(NAD 83)
 DT0635_MARKER: DB = BENCH MARK DISK
 DT0635_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DT0635_SP_SET: ABUTMENT
 DT0635_STAMPING: 5972.76 1939
 DT0635_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DT0635
 DT0635  HISTORY     - Date     Condition        Report By
 DT0635  HISTORY     - 1939     MONUMENTED       USDA
 DT0635  HISTORY     - 1980     GOOD             NGS
 DT0635
 DT0635                          STATION DESCRIPTION
 DT0635
 DT0635'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 DT0635'4.1 KM SW FROM RESERVE.
 DT0635'0.2 KM (0.1 MI) NORTH ALONG STATE HIGHWAY 435 FROM THE
 DT0635'COURTHOUSE IN RESERVE, THENCE 3.9 KM (2.45 MI) WEST AND
 DT0635'SOUTHWEST ALONG STATE HIGHWAY 12, IN TOP OF THE NE BRIDGE ABUTMENT
 DT0635'OF A HIGHWAY BRIDGE OVER STARK WEATHER CANYON
 DT0635'AND 4.2 METERS (13.9 FT) NORTHWEST OF THE CENTERLINE OF THE
 DT0635'HIGHWAY.
 DT0635'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1411 ***********************************************************************
 FO1411  DESIGNATION -  5973 66
 FO1411  PID         -  FO1411
 FO1411  STATE/COUNTY-  NM/BERNALILLO
 FO1411  USGS QUAD   -  LA MESITA NEGRA SE (1990)
 FO1411
 FO1411                         *CURRENT SURVEY CONTROL
 FO1411  ___________________________________________________________________
 FO1411* NAD 83(1992)-  35 04 16.71228(N)    106 52 13.55819(W)     ADJUSTED  
 FO1411* NAVD 88     -      1821.52   (+/-2cm)    5976.1    (feet)  VERTCON   
 FO1411  ___________________________________________________________________
 FO1411  LAPLACE CORR-           0.00  (seconds)                    DEFLEC99
 FO1411  GEOID HEIGHT-         -21.43  (meters)                     GEOID03
 FO1411
 FO1411  HORZ ORDER  -  SECOND
 FO1411  VERT ORDER  -  THIRD ? (See Below)
 FO1411
 FO1411.The horizontal coordinates were established by classical geodetic methods
 FO1411.and adjusted by the National Geodetic Survey in December 1993..
 FO1411
 FO1411.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1411.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1411.The vertical order pertains to the NGVD 29 superseded value.
 FO1411
 FO1411.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1411
 FO1411.The geoid height was determined by GEOID03.
 FO1411
 FO1411;                    North         East     Units Scale Factor Converg.
 FO1411;SPC NM C     -   451,660.567   443,416.282   MT  0.99993945   -0 21 23.4
 FO1411;SPC NM C     - 1,481,823.04  1,454,774.92   sFT  0.99993945   -0 21 23.4
 FO1411;UTM  13      - 3,882,550.838   329,457.736   MT  0.99995846   -1 04 30.0
 FO1411
 FO1411!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1411!SPC NM C     -   0.99971753  x   0.99993945  =   0.99965699
 FO1411!UTM  13      -   0.99971753  x   0.99995846  =   0.99967600
 FO1411
 FO1411                          SUPERSEDED SURVEY CONTROL
 FO1411
 FO1411  NAD 83(1986)-  35 04 16.71694(N)    106 52 13.55964(W) AD(       ) 2
 FO1411  NAD 27      -  35 04 16.55589(N)    106 52 11.45076(W) AD(       ) 2
 FO1411  NGVD 29 (07/19/86) 1820.68   (m)         5973.3    (f) LEVELING    3  
 FO1411
 FO1411.Superseded values are not recommended for survey control.
 FO1411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1411.See file dsdata.txt to determine how the superseded data were derived.
 FO1411
 FO1411_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU2945882551(NAD 83)
 FO1411_MARKER: DS = TRIANGULATION STATION DISK
 FO1411_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FO1411_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FO1411
 FO1411  HISTORY     - Date     Condition        Report By
 FO1411  HISTORY     - 1958     MONUMENTED       USGS
 FO1411  HISTORY     - 1958     GOOD             CGS
 FO1411
 FO1411                          STATION DESCRIPTION
 FO1411
 FO1411'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 FO1411'STATION RADAR IS LOCATED JUST WEST OF A LARGE RADAR INSTALLATION
 FO1411'ABOUT 14 MILES WEST OF ALBUQUERQUE AND ABOUT 1.5 MILES NORTH OF
 FO1411'U.S. HIGHWAY NO. 66.  IT IS 17 FEET WEST OF A WIRE FENCE AND 20
 FO1411'FEET EAST OF A SNOW FENCE.
 FO1411'
 FO1411'REFERENCE MARK NO. 2 IS 47 FEET EAST OF A SNOW FENCE AND 7 FEET
 FO1411'WEST OF ANOTHER SNOW FENCE.  IT IS A U.S. GEOLOGICAL SURVEY
 FO1411'BENCH MARK SET IN THE TOP OF AN 8 IN X 8 IN CONCRETE POST
 FO1411'THAT PROJECTS 2 FEET.  THE MARK IS STAMPED 5973 66 1952.
 FO1411'
 FO1411'TO REACH STATION RADAR FROM THE JUNCTION OF U.S. HIGHWAY NO. 66
 FO1411'AND STATE HIGHWAY NO. 45 IN THE WEST EDGE OF ALBUQUERQUE, GO
 FO1411'WESTERLY ON U.S. HIGHWAY NO. 66 FOR 9.45 MILES TO AN OILED SIDE
 FO1411'ROAD RIGHT AND SIGN, MILITARY ENTRANCE, TURN RIGHT AND GO
 FO1411'NORTHERLY ON OILED ROAD FOR 0.5 MILE TO THE AZIMUTH MARK ON LEFT
 FO1411'AS DESCRIBED.  CONTINUE NORTHERLY ON OILED ROAD FOR 0.8 MILE TO
 FO1411'A CHECK POINT, (PERMISSION MUST BE OBTAINED HERE TO PROCEED
 FO1411'FURTHER) TURN LEFT AND GO WESTERLY ON TRACK ROAD FOR 0.1 MILE
 FO1411'TO TRACK ROAD RIGHT, TURN RIGHT AND GO NORTHWESTERLY FOR 0.1
 FO1411'MILE TO THE END OF THE ROAD AT A GULLY.  FROM HERE, PACK
 FO1411'ABOUT 5 MINUTES UP GULLY, BETWEEN TWO SNOW FENCES TO THE TOP
 FO1411'OF HILL AND STATION AS DESCRIBED.
 FO1411
 FO1411                          STATION RECOVERY (1958)
 FO1411
 FO1411'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 FO1411'STATION IS LOCATED APPROXIMATELY 7.0 MI. AIRLINE W. OF ALBUQUERQUE
 FO1411'CITY LIMITS ON A SANDY KNOLL WHICH IS ABOUT 1 MI. N. OF HIGHWAY 66.
 FO1411'THE KNOLL IS ON THE W. EDGE OF A MESA OVERLOOKING THE RIO PUERCO
 FO1411'RIVER VALLEY.
 FO1411'
 FO1411'STATION BEST REACHED BY GOING W. FROM ALBUQUERQUE ON HIGHWAY 66 FOR
 FO1411'7.0 MI. TO W. CREST OF MESA TOP.  TURN RIGHT ON DIM RD. AND GO N.
 FO1411'ALONG RIM FOR 1 MI. TO SANDY KNOLL, AND STATION IS 200 FT. W. OF RD.
 FO1411'
 FO1411'RECOVERED BY NGS IN 1958.  DESCRIPTION AND POSITION LISTED IN NGS
 FO1411'QUAD 35106-3, STATION 1005-A.
 FO1411'
 FO1411'STATION MARK--A STANDARD BRONZE TABLET SET IN CONCRETE MONUMENT 6 IN.
 FO1411'ABOVE THE GROUND, TABLET STAMPED---66-1952-5973---.
 FO1411'
 FO1411'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0153 ***********************************************************************
 DT0153  DESIGNATION -  5980.30
 DT0153  PID         -  DT0153
 DT0153  STATE/COUNTY-  NM/CATRON
 DT0153  USGS QUAD   -  BULL BASIN (1965)
 DT0153
 DT0153                         *CURRENT SURVEY CONTROL
 DT0153  ___________________________________________________________________
 DT0153* NAD 83(1986)-  33 38 05.     (N)    108 53 48.     (W)     SCALED    
 DT0153* NAVD 88     -      1823.677  (meters)    5983.18   (feet)  POSTED    
 DT0153  ___________________________________________________________________
 DT0153  GEOID HEIGHT-         -22.99  (meters)                     GEOID03
 DT0153  DYNAMIC HT  -        1820.870 (meters)    5973.97  (feet)  COMP
 DT0153  MODELED GRAV-     979,032.1   (mgal)                       NAVD 88
 DT0153
 DT0153  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 DT0153
 DT0153.The horizontal coordinates were scaled from a topographic map and have
 DT0153.an estimated accuracy of +/- 6 seconds.
 DT0153
 DT0153.The orthometric height was determined by differential leveling
 DT0153.and adjusted by the National Geodetic Survey in 1992..
 DT0153.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 DT0153.rate of 1.1 thru 2.0 mm/km.
 DT0153
 DT0153.The geoid height was determined by GEOID03.
 DT0153
 DT0153.The dynamic height is computed by dividing the NAVD 88
 DT0153.geopotential number by the normal gravity value computed on the
 DT0153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0153.degrees latitude (g = 980.6199 gals.).
 DT0153
 DT0153.The modeled gravity was interpolated from observed gravity values.
 DT0153
 DT0153;                    North         East    Units  Estimated Accuracy
 DT0153;SPC NM W     -   292,650.      731,350.      MT  (+/- 180 meters Scaled)
 DT0153
 DT0153                          SUPERSEDED SURVEY CONTROL
 DT0153
 DT0153  NGVD 29 (??/??/92) 1822.784  (m)         5980.25   (f) ADJ UNCH    1 2
 DT0153
 DT0153.Superseded values are not recommended for survey control.
 DT0153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0153.See file dsdata.txt to determine how the superseded data were derived.
 DT0153
 DT0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC950236(NAD 83)
 DT0153_MARKER: DD = SURVEY DISK
 DT0153_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DT0153_SP_SET: ABUTMENT
 DT0153_STAMPING: EL 5980.30 1927
 DT0153_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DT0153
 DT0153  HISTORY     - Date     Condition        Report By
 DT0153  HISTORY     - 1927     MONUMENTED       BPR
 DT0153  HISTORY     - 1934     GOOD             NGS
 DT0153  HISTORY     - 1965     MARK NOT FOUND   USGS
 DT0153  HISTORY     - 1980     MARK NOT FOUND   NGS
 DT0153
 DT0153                          STATION DESCRIPTION
 DT0153
 DT0153'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DT0153'12.2 MI S FROM RESERVE.
 DT0153'12.2 MILES SOUTH OF ALONG STATE HWY. NO. 12 AND NO. 11 FROM POST
 DT0153'OFFICE.  185 FT. SOUTH OF JUNCTION OF STATE HWY.  NO. 11 AND ROAD WEST
 DT0153'TO PUEBLO PARK.  ON ABUTMENT OF NORTH WEST CORNER OF CONCRETE BRIDGE.
 DT0153'10 INCHES WEST OF WEST SIDE OF HUB RAIL.
 DT0153
 DT0153                          STATION RECOVERY (1965)
 DT0153
 DT0153'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 DT0153'MARK NOT FOUND.
 DT0153
 DT0153                          STATION RECOVERY (1980)
 DT0153
 DT0153'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DT0153'NOTE=THE BRIDGE HAS BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0378 ***********************************************************************
 EQ0378  DESIGNATION -  5983
 EQ0378  PID         -  EQ0378
 EQ0378  STATE/COUNTY-  NM/SOCORRO
 EQ0378  USGS QUAD   -  WATER CANYON (1995)
 EQ0378
 EQ0378                         *CURRENT SURVEY CONTROL
 EQ0378  ___________________________________________________________________
 EQ0378* NAD 83(1986)-  34 05 52.     (N)    107 05 53.     (W)     SCALED    
 EQ0378* NAVD 88     -      1826.421  (meters)    5992.18   (feet)  ADJUSTED  
 EQ0378  ___________________________________________________________________
 EQ0378  GEOID HEIGHT-         -21.79  (meters)                     GEOID03
 EQ0378  DYNAMIC HT  -        1823.697 (meters)    5983.25  (feet)  COMP
 EQ0378  MODELED GRAV-     979,079.7   (mgal)                       NAVD 88
 EQ0378
 EQ0378  VERT ORDER  -  FIRST     CLASS I
 EQ0378
 EQ0378.The horizontal coordinates were scaled from a topographic map and have
 EQ0378.an estimated accuracy of +/- 6 seconds.
 EQ0378
 EQ0378.The orthometric height was determined by differential leveling
 EQ0378.and adjusted by the National Geodetic Survey in June 1991..
 EQ0378
 EQ0378.The geoid height was determined by GEOID03.
 EQ0378
 EQ0378.The dynamic height is computed by dividing the NAVD 88
 EQ0378.geopotential number by the normal gravity value computed on the
 EQ0378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0378.degrees latitude (g = 980.6199 gals.).
 EQ0378
 EQ0378.The modeled gravity was interpolated from observed gravity values.
 EQ0378
 EQ0378;                    North         East    Units  Estimated Accuracy
 EQ0378;SPC NM C     -   343,820.      421,750.      MT  (+/- 180 meters Scaled)
 EQ0378
 EQ0378                          SUPERSEDED SURVEY CONTROL
 EQ0378
 EQ0378  NGVD 29 (??/??/92) 1825.589  (m)         5989.45   (f) ADJ UNCH    1 1
 EQ0378
 EQ0378.Superseded values are not recommended for survey control.
 EQ0378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0378.See file dsdata.txt to determine how the superseded data were derived.
 EQ0378
 EQ0378_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT064749(NAD 83)
 EQ0378_MARKER: DD = SURVEY DISK
 EQ0378_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EQ0378_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EQ0378_STAMPING: 5983
 EQ0378_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EQ0378
 EQ0378  HISTORY     - Date     Condition        Report By
 EQ0378  HISTORY     - UNK      MONUMENTED       USGS
 EQ0378  HISTORY     - 1934     GOOD             NGS
 EQ0378  HISTORY     - 1978     GOOD             NGS
 EQ0378
 EQ0378                          STATION DESCRIPTION
 EQ0378
 EQ0378'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 EQ0378'9.7 MI SE FROM MAGDALENA.
 EQ0378'ON US HWY NO. 60 FROM POST OFFICE, ABOUT 6 YDS SOUTHWEST OF THE HWY
 EQ0378'RIGHT OF WAY MARKER NO. 922+26.  0.7 MI SOUTHWEST OF MILEPOST NO. 18
 EQ0378'ON THE A.T. AND S.F. RAILROAD AT THE POINT WHERE THE HWY STARTS TO
 EQ0378'LEAVE THE RAILROAD.  ABOUT 121 FT NORTHEAST OF THE FENCE LINE.  ABOUT
 EQ0378'2.0 FT NORTHEAST OF THE TELEGRAPH LINE, ABOUT 32 FT SOUTHWEST OF THE
 EQ0378'CENTER LINE OF THE RAILROAD.
 EQ0378
 EQ0378                          STATION RECOVERY (1978)
 EQ0378
 EQ0378'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EQ0378'ABOUT 8.9 MILES EAST ALONG U.S. HIGHWAY 60 FROM THE POST OFFICE IN
 EQ0378'MAGDALENA, AT THE WEST END OF A SLIGHT TURN IN THE ROAD, 87 FEET
 EQ0378'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 35 FEET SOUTHEAST OF AN
 EQ0378'OLD WOODEN CULVERT FOR THE OLD RAILROAD GRADE.  MARK IS A USGS
 EQ0378'STANDARD CAP RIVETED ON A 3.5 INCH PIPE SET IN CONCRETE PROJECTING
 EQ0378'2 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0154 ***********************************************************************
 FO0154  DESIGNATION -  6
 FO0154  PID         -  FO0154
 FO0154  STATE/COUNTY-  NM/SANDOVAL
 FO0154  USGS QUAD   -  SAN FELIPE PUEBLO NE (1990)
 FO0154
 FO0154                         *CURRENT SURVEY CONTROL
 FO0154  ___________________________________________________________________
 FO0154* NAD 83(1986)-  35 29 55.     (N)    106 22 29.     (W)     SCALED    
 FO0154* NAVD 88     -      1585.224  (meters)    5200.86   (feet)  ADJUSTED  
 FO0154  ___________________________________________________________________
 FO0154  GEOID HEIGHT-         -20.60  (meters)                     GEOID03
 FO0154  DYNAMIC HT  -        1583.072 (meters)    5193.80  (feet)  COMP
 FO0154  MODELED GRAV-     979,221.4   (mgal)                       NAVD 88
 FO0154
 FO0154  VERT ORDER  -  FIRST     CLASS II
 FO0154
 FO0154.The horizontal coordinates were scaled from a topographic map and have
 FO0154.an estimated accuracy of +/- 6 seconds.
 FO0154
 FO0154.The orthometric height was determined by differential leveling
 FO0154.and adjusted by the National Geodetic Survey in June 1991..
 FO0154.WARNING-Repeat measurements at this control monument indicate possible
 FO0154.vertical movement.
 FO0154
 FO0154.The geoid height was determined by GEOID03.
 FO0154
 FO0154.The dynamic height is computed by dividing the NAVD 88
 FO0154.geopotential number by the normal gravity value computed on the
 FO0154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0154.degrees latitude (g = 980.6199 gals.).
 FO0154
 FO0154.The modeled gravity was interpolated from observed gravity values.
 FO0154
 FO0154;                    North         East    Units  Estimated Accuracy
 FO0154;SPC NM C     -   498,890.      488,690.      MT  (+/- 180 meters Scaled)
 FO0154
 FO0154                          SUPERSEDED SURVEY CONTROL
 FO0154
 FO0154.No superseded survey control is available for this station.
 FO0154
 FO0154_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV753292(NAD 83)
 FO0154_MARKER: DD = SURVEY DISK
 FO0154_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FO0154_STAMPING: 5197.982 1934
 FO0154_MARK LOGO: MRGCD 
 FO0154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO0154+STABILITY: SURFACE MOTION
 FO0154
 FO0154  HISTORY     - Date     Condition        Report By
 FO0154  HISTORY     - 1934     MONUMENTED       MRGCD
 FO0154  HISTORY     - 1951     GOOD             NGS
 FO0154  HISTORY     - 1984     GOOD             NGS
 FO0154
 FO0154                          STATION DESCRIPTION
 FO0154
 FO0154'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 FO0154'3.5 MI SW FROM DOMINGO.
 FO0154'3.5 MILES SOUTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 FO0154'FROM THE STATION AT DOMINGO, 300 FEET WEST OF THE 7TH POLE NORTHEAST
 FO0154'OF MILEPOST 869, 220 FEET WEST OF THE WEST RAIL, 130 FEET WEST OF A
 FO0154'FENCE, 85 FEET EAST OF THE CENTER LINE OF A GRAVELED ROAD, SET IN THE
 FO0154'TOP OF THE SOUTH END OF THE EAST CONCRETE SUPPORT OF AN IRRIGATION
 FO0154'CANAL GATE.
 FO0154
 FO0154                          STATION RECOVERY (1984)
 FO0154
 FO0154'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FO0154'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  5.6 KM (3.5 MI)
 FO0154'SOUTHWEST ALONG THE ATCHISON TOPEKA AND SANTA FE RAILROAD FROM THE
 FO0154'SANTO DOMINGO INDIAN TRADING POST IN DOMINGO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1458 ***********************************************************************
 CX1458  DESIGNATION -  6
 CX1458  PID         -  CX1458
 CX1458  STATE/COUNTY-  NM/OTERO
 CX1458  USGS QUAD   -  LOST RIVER (1982)
 CX1458
 CX1458                         *CURRENT SURVEY CONTROL
 CX1458  ___________________________________________________________________
 CX1458* NAD 83(1992)-  32 53 11.27525(N)    106 09 00.16154(W)     ADJUSTED  
 CX1458* NAVD 88     -      1237.54   (+/-2cm)    4060.2    (feet)  VERTCON   
 CX1458  ___________________________________________________________________
 CX1458  LAPLACE CORR-           4.57  (seconds)                    DEFLEC99
 CX1458  GEOID HEIGHT-         -22.91  (meters)                     GEOID03
 CX1458
 CX1458  HORZ ORDER  -  SECOND
 CX1458  VERT ORDER  -  THIRD ? (See Below)
 CX1458
 CX1458.The horizontal coordinates were established by classical geodetic methods
 CX1458.and adjusted by the National Geodetic Survey in December 1993..
 CX1458
 CX1458.The NAVD 88 height was computed by applying the VERTCON shift value to
 CX1458.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CX1458.The vertical order pertains to the NGVD 29 superseded value.
 CX1458
 CX1458.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1458
 CX1458.The geoid height was determined by GEOID03.
 CX1458
 CX1458;                    North         East     Units Scale Factor Converg.
 CX1458;SPC NM C     -   209,165.846   509,352.140   MT  0.99990108   +0 03 15.4
 CX1458;SPC NM C     -   686,238.28  1,671,099.48   sFT  0.99990108   +0 03 15.4
 CX1458;UTM  13      - 3,639,286.843   392,427.227   MT  0.99974268   -0 37 28.2
 CX1458
 CX1458!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1458!SPC NM C     -   0.99980934  x   0.99990108  =   0.99971044
 CX1458!UTM  13      -   0.99980934  x   0.99974268  =   0.99955207
 CX1458
 CX1458                          SUPERSEDED SURVEY CONTROL
 CX1458
 CX1458  NAD 83(1986)-  32 53 11.28282(N)    106 09 00.16357(W) AD(       ) 2
 CX1458  NAD 27      -  32 53 10.96570(N)    106 08 58.18700(W) AD(       ) 2
 CX1458  NGVD 29 (07/19/86) 1236.94   (m)         4058.2    (f) LEVELING    3  
 CX1458
 CX1458.Superseded values are not recommended for survey control.
 CX1458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1458.See file dsdata.txt to determine how the superseded data were derived.
 CX1458
 CX1458_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS9242739287(NAD 83)
 CX1458_MARKER: DD = SURVEY DISK
 CX1458_SETTING: 0 = UNSPECIFIED SETTING
 CX1458
 CX1458  HISTORY     - Date     Condition        Report By
 CX1458  HISTORY     - 1962     MONUMENTED       USAF
 CX1458  HISTORY     - 1968     GOOD             CGS
 CX1458
 CX1458                          STATION DESCRIPTION
 CX1458
 CX1458'DESCRIBED BY US AIR FORCE 1962
 CX1458'STATION BM 6 OFFSET HAFB IS LOCATED IN HOLLOMAN AFB ABOUT 5-1/2
 CX1458'MILES NORTHWEST OF THE MAIN GATE, ABOUT 3/4 MILE WEST OF THE
 CX1458'TRACK OPERATION CENTER AND ON THE WEST SIDE OF THE SOUTH END OF
 CX1458'TEST TRACK.
 CX1458'
 CX1458'TO REACH FROM TRACK OPERATION CENTER WHICH IS ABOUT 5-1/2
 CX1458'MILES NORTHWEST OF THE MAIN GATE, GO SOUTHWEST ON MAIN SURFACED
 CX1458'ROAD 0.5 MILE TO CROSSROAD, CONTINUE STRAIGHT AHEAD (SOUTHWEST)
 CX1458'0.15 MILE TO FORK, CONTINUE STRAIGHT AHEAD SOUTHWEST FOR 0.15
 CX1458'MILE TO A SIDE ROAD RIGHT, TURN RIGHT AND GO NORTHERLY AROUND
 CX1458'WEST SIDE OF OBSERVATION BUILDING NO. 1177 FOR 0.05 MILE TO
 CX1458'TRACK, CONTINUE NORTH ALONG TEST TRACK FOR 0.05 MILE TO STATION
 CX1458'100 FEET WEST OF WEST RAIL OF TEST TRACK.
 CX1458'
 CX1458'BM 6, IS A 2-1/2 INCH BRONZE DISK STAMPED 6, IS SET IN A DRILL
 CX1458'HOLE ON THE WEST CURB OF THE WEST RAIL OF TEST TRACK.
 CX1458'THE MARK IS 91 FEET NORTH-NORTHEAST OF A WATER VALVE, 8 INCHES
 CX1458'WEST OF WEST RAIL AND PROJECTS ABOUT 15 INCHES ABOVE THE ROAD
 CX1458'SURFACE.
 CX1458
 CX1458                          STATION RECOVERY (1968)
 CX1458
 CX1458'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JBJ)
 CX1458'THE STATION IS ABOUT 5-1/2 MILES NORTHWEST OF THE HOLLOMAN AIR FORCE
 CX1458'BASE MAIN GATE, 3/4 MILE WEST OF THE TRACK OPERATION CENTER, 600
 CX1458'FEET NORTH OF BENCH MARK O, (WHICH IS NEAR THE SOUTH END AND IN THE
 CX1458'WEST GIRDER OF THE HOLLOMAN AIR FORCE BASE HIGH SPEED TEST TRACK),
 CX1458'AND ON THE WEST SIDE OF THE HIGH SPEED TEST TRACK.
 CX1458'
 CX1458'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION BENCH MARK 6
 CX1458'82 FT OFFSET, THE DISTANCE BEING (82.02) FEET 24.9992 METERS EAST OF
 CX1458'BENCH MARK 6 82 FT OFFSET.
 CX1458'
 CX1458'THE MARK IS A PLAIN BRONZE DISK, 2-1/2 INCHES IN DIAMETER, STAMPED
 CX1458'6, CEMENTED IN A DRILLHOLE IN THE WEST GIRDER OF THE HIGH SPEED TEST
 CX1458'TRACK.  IT PROJECTS 8 INCHES ABOVE THE SURFACE OF THE PAVED TRACK
 CX1458'ROAD.  THE POINT IS IDENTIFIED BY A SCRIBED X NEAR THE CENTER OF
 CX1458'THE DISK.
 CX1458'
 CX1458'THIS DISTANCE WAS MEASURED BY THE HIGH SPEED TRACK PARTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1467 ***********************************************************************
 CX1467  DESIGNATION -  6 82 FT OFFSET
 CX1467  PID         -  CX1467
 CX1467  STATE/COUNTY-  NM/OTERO
 CX1467  USGS QUAD   -  LOST RIVER (1982)
 CX1467
 CX1467                         *CURRENT SURVEY CONTROL
 CX1467  ___________________________________________________________________
 CX1467* NAD 83(1992)-  32 53 11.21842(N)    106 09 01.12094(W)     ADJUSTED  
 CX1467* NAVD 88     -      1236.     (meters)    4055.     (feet)  SCALED    
 CX1467  ___________________________________________________________________
 CX1467  LAPLACE CORR-           4.57  (seconds)                    DEFLEC99
 CX1467  GEOID HEIGHT-         -22.92  (meters)                     GEOID03
 CX1467
 CX1467  HORZ ORDER  -  FIRST
 CX1467
 CX1467.The horizontal coordinates were established by classical geodetic methods
 CX1467.and adjusted by the National Geodetic Survey in December 1993..
 CX1467
 CX1467.The orthometric height was scaled from a topographic map.
 CX1467
 CX1467.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1467
 CX1467.The geoid height was determined by GEOID03.
 CX1467
 CX1467;                    North         East     Units Scale Factor Converg.
 CX1467;SPC NM C     -   209,164.072   509,327.207   MT  0.99990107   +0 03 14.9
 CX1467;SPC NM C     -   686,232.46  1,671,017.68   sFT  0.99990107   +0 03 14.9
 CX1467;UTM  13      - 3,639,285.365   392,402.279   MT  0.99974275   -0 37 28.7
 CX1467
 CX1467!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1467!SPC NM C     -   0.99980964  x   0.99990107  =   0.99971073
 CX1467!UTM  13      -   0.99980964  x   0.99974275  =   0.99955244
 CX1467
 CX1467:                Primary Azimuth Mark                     Grid Az
 CX1467:SPC NM C     -  EC 30 2                                  264 41 28.0
 CX1467:UTM  13      -  EC 30 2                                  265 22 11.6
 CX1467
 CX1467|---------------------------------------------------------------------|
 CX1467| PID    Reference Object                     Distance      Geod. Az  |
 CX1467|                                                           dddmmss.s |
 CX1467| CX1507 EC 30 2                             APPROX.13.1 KM 2644442.9 |
 CX1467|---------------------------------------------------------------------|
 CX1467
 CX1467                          SUPERSEDED SURVEY CONTROL
 CX1467
 CX1467  NAD 83(1986)-  32 53 11.22598(N)    106 09 01.12312(W) AD(       ) 1
 CX1467  NAD 27      -  32 53 10.90888(N)    106 08 59.14627(W) AD(       ) 1
 CX1467
 CX1467.Superseded values are not recommended for survey control.
 CX1467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1467.See file dsdata.txt to determine how the superseded data were derived.
 CX1467
 CX1467_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS9240239285(NAD 83)
 CX1467_MARKER: DS = TRIANGULATION STATION DISK
 CX1467_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX1467_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CX1467
 CX1467  HISTORY     - Date     Condition        Report By
 CX1467  HISTORY     - 1968     MONUMENTED       CGS
 CX1467
 CX1467                          STATION DESCRIPTION
 CX1467
 CX1467'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JBJ)
 CX1467'THE STATION IS ABOUT 5-1/2 MILES NORTHWEST OF THE HOLLOMAN AIR FORCE
 CX1467'BASE MAIN GATE, 3/4 MILE WEST OF THE TRACK OPERATION CENTER, 600
 CX1467'FEET NORTH-NORTHWEST OF BENCH MARK 0, (WHICH IS NEAR THE SOUTH END
 CX1467'AND IN THE WEST GIRDER OF THE HOLLOMAN AIR FORCE BASE HIGH SPEED
 CX1467'TEST TRACK), AND ON THE WEST SIDE OF THE HIGH SPEED TEST
 CX1467'TRACK.
 CX1467'
 CX1467'TO REACH THE STATION FROM BENCH MARK 0 GO NORTH FOR 597.96 FEET TO
 CX1467'BENCH MARK 6, AT THIS POINT TURN LEFT AND GO WEST FOR 82.02 FEET
 CX1467'TO THE MARK.
 CX1467'
 CX1467'THE STATION MARK IS A PLAIN BRONZE DISK, 2-1/2 INCHES IN DIAMETER,
 CX1467'STAMPED B M 6 82 FT OFFSET 1968, SET IN THE TOP OF A ROUND CONCRETE
 CX1467'POST, 12 INCHES IN DIAMETER, THAT PROJECTS 2 INCHES ABOVE THE
 CX1467'GROUND.  THE POINT IS IDENTIFIED BY A X-SHAPED SCRIBE MARK.  NO
 CX1467'UNDERGROUND MARK WAS SET AS THIS MARK WAS ESTABLISHED AS AN
 CX1467'ALIGNMENT MARKER FOR THE HIGH SPEED TEST TRACK.
 CX1467'
 CX1467'BENCH MARK 6 OFFSET HAFB 1962 IS A PLAIN BRONZE DISK, 3-1/2 INCHES
 CX1467'IN DIAMETER, STAMPED BM 6 OFFSET TMS 1960, SET IN THE TOP OF A 10
 CX1467'INCH SQUARE CONCRETE POST THAT PROJECTS 3 INCHES ABOVE THE GROUND.
 CX1467'THE POINT IS IDENTIFIED BY A X-SHAPED SCRIBE.
 CX1467'
 CX1467'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BM 6 OFFSET NO 1 1962,
 CX1467'SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 CX1467'PROJECTS 6 INCHES ABOVE THE GROUND.  IT IS 221.0 FEET EAST OF THE
 CX1467'EAST RAIL OF THE HIGH SPEED TEST TRACK.
 CX1467'
 CX1467'BENCH MARK 6 IS A PLAIN BRONZE DISK, 2-1/2 INCHES IN DIAMETER,
 CX1467'STAMPED 6, CEMENTED IN A DRILLHOLE IN THE WEST GIRDER OF THE HIGH
 CX1467'SPEED TEST TRACK.  IT PROJECTS 8 INCHES ABOVE THE SURFACE OF THE
 CX1467'PAVED TRACK ROAD.  THE POINT IS IDENTIFIED BY A X-SHAPED SCRIBE.
 CX1467'
 CX1467'ALL OBJECTS IN THE BOX SCORE WERE OBSERVED FROM A 4 FOOT STAND AND
 CX1467'THE MAIN SCHEME LINES WERE OBSERVED FROM A 77 FOOT STEEL TOWER.
 CX1467'
 CX1467'RESULTS OF A FIRST-ORDER TRAVERSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0176 ***********************************************************************
 GN0176  DESIGNATION -  6 D
 GN0176  PID         -  GN0176
 GN0176  STATE/COUNTY-  NM/RIO ARRIBA
 GN0176  USGS QUAD   -  MEDANALES (1995)
 GN0176
 GN0176                         *CURRENT SURVEY CONTROL
 GN0176  ___________________________________________________________________
 GN0176* NAD 83(1986)-  36 08 33.     (N)    106 10 08.     (W)     SCALED    
 GN0176* NAVD 88     -      1775.399  (meters)    5824.79   (feet)  ADJUSTED  
 GN0176  ___________________________________________________________________
 GN0176  GEOID HEIGHT-         -19.02  (meters)                     GEOID03
 GN0176  DYNAMIC HT  -        1773.029 (meters)    5817.01  (feet)  COMP
 GN0176  MODELED GRAV-     979,235.4   (mgal)                       NAVD 88
 GN0176
 GN0176  VERT ORDER  -  SECOND    CLASS 0
 GN0176
 GN0176.The horizontal coordinates were scaled from a topographic map and have
 GN0176.an estimated accuracy of +/- 6 seconds.
 GN0176
 GN0176.The orthometric height was determined by differential leveling
 GN0176.and adjusted by the National Geodetic Survey in June 1991..
 GN0176
 GN0176.The geoid height was determined by GEOID03.
 GN0176
 GN0176.The dynamic height is computed by dividing the NAVD 88
 GN0176.geopotential number by the normal gravity value computed on the
 GN0176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GN0176.degrees latitude (g = 980.6199 gals.).
 GN0176
 GN0176.The modeled gravity was interpolated from observed gravity values.
 GN0176
 GN0176;                    North         East    Units  Estimated Accuracy
 GN0176;SPC NM C     -   570,330.      507,300.      MT  (+/- 180 meters Scaled)
 GN0176
 GN0176                          SUPERSEDED SURVEY CONTROL
 GN0176
 GN0176  NGVD 29 (??/??/92) 1774.362  (m)         5821.39   (f) ADJ UNCH    2 0
 GN0176
 GN0176.Superseded values are not recommended for survey control.
 GN0176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0176.See file dsdata.txt to determine how the superseded data were derived.
 GN0176
 GN0176_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCA948003(NAD 83)
 GN0176_MARKER: DD = SURVEY DISK
 GN0176_SETTING: 0 = UNSPECIFIED SETTING
 GN0176_STAMPING: 6 D 5821 1934
 GN0176_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GN0176
 GN0176  HISTORY     - Date     Condition        Report By
 GN0176  HISTORY     - 1934     MONUMENTED       USGS
 GN0176  HISTORY     - 1939     GOOD             NGS
 GN0176  HISTORY     - 1951     GOOD             DOD
 GN0176
 GN0176                          STATION DESCRIPTION
 GN0176
 GN0176'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 GN0176'10.8 MI SE FROM ABIQUIU.
 GN0176'10.8 MILES SOUTHEAST OF POST OFFICE.  ALONG U. S. HYWAY NO. 285. 75
 GN0176'FEET SOUTHWEST OF THE CENTERLINE OF THE HYWAY.  51 FEET WEST OF A WIRE
 GN0176'GATE.  27 FEET SOUTHWEST OF A WIRE FENCE.  54 FEET SOUTH OF STATION
 GN0176'640 + 55.4.
 GN0176
 GN0176                          STATION RECOVERY (1951)
 GN0176
 GN0176'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1951
 GN0176'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0133 ***********************************************************************
 CX0133  DESIGNATION -  6 F
 CX0133  PID         -  CX0133
 CX0133  STATE/COUNTY-  NM/OTERO
 CX0133  USGS QUAD   -  HOLLOMAN (1982)
 CX0133
 CX0133                         *CURRENT SURVEY CONTROL
 CX0133  ___________________________________________________________________
 CX0133* NAD 83(1986)-  32 50 07.     (N)    106 05 57.     (W)     SCALED    
 CX0133* NAVD 88     -      1235.551  (meters)    4053.64   (feet)  POSTED    
 CX0133  ___________________________________________________________________
 CX0133  GEOID HEIGHT-         -22.82  (meters)                     GEOID03
 CX0133  DYNAMIC HT  -        1233.750 (meters)    4047.73  (feet)  COMP
 CX0133  MODELED GRAV-     979,137.5   (mgal)                       NAVD 88
 CX0133
 CX0133  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 CX0133
 CX0133.The horizontal coordinates were scaled from a topographic map and have
 CX0133.an estimated accuracy of +/- 6 seconds.
 CX0133
 CX0133.The orthometric height was determined by differential leveling
 CX0133.and adjusted by the National Geodetic Survey in 1992..
 CX0133.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 CX0133.rate of 0.0 thru 1.0 mm/km.
 CX0133
 CX0133.The geoid height was determined by GEOID03.
 CX0133
 CX0133.The dynamic height is computed by dividing the NAVD 88
 CX0133.geopotential number by the normal gravity value computed on the
 CX0133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0133.degrees latitude (g = 980.6199 gals.).
 CX0133
 CX0133.The modeled gravity was interpolated from observed gravity values.
 CX0133
 CX0133;                    North         East    Units  Estimated Accuracy
 CX0133;SPC NM C     -   203,500.      514,120.      MT  (+/- 180 meters Scaled)
 CX0133
 CX0133                          SUPERSEDED SURVEY CONTROL
 CX0133
 CX0133  NGVD 29 (??/??/92) 1234.886  (m)         4051.46   (f) ADJ UNCH    2 0
 CX0133
 CX0133.Superseded values are not recommended for survey control.
 CX0133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0133.See file dsdata.txt to determine how the superseded data were derived.
 CX0133
 CX0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS971335(NAD 83)
 CX0133_MARKER: S = SPIKE
 CX0133_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CX0133_SP_SET: RUNWAY
 CX0133_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX0133
 CX0133  HISTORY     - Date     Condition        Report By
 CX0133  HISTORY     - UNK      MONUMENTED       CGS
 CX0133  HISTORY     - 1945     GOOD             NGS
 CX0133
 CX0133                          STATION DESCRIPTION
 CX0133
 CX0133'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 CX0133'10.5 MI SW FROM ALAMOGORDO.
 CX0133'10.5 MILES SOUTHWEST TO CONTROL TOWER A.A.A.F. AT THE ALAMOGORDO ARMY
 CX0133'AIRFIELD IN THE CENTER OF THE INTERSECTION OF THE NORTHSOUTH AND THE
 CX0133'NORTHEAST SOUTHWEST RUNWAYS, MARK IS A RAILROAD SPIKE DRIVEN FLUSH IN
 CX0133'RUNWAY.  NOTE-- ALAMOGORDO ARMY AIR FIELD IS NOW HOLLOMAN AFB.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1084 ***********************************************************************
 CX1084  DESIGNATION -  6 F
 CX1084  PID         -  CX1084
 CX1084  STATE/COUNTY-  NM/LUNA
 CX1084  USGS QUAD   -  DEMING EAST (1965)
 CX1084
 CX1084                         *CURRENT SURVEY CONTROL
 CX1084  ___________________________________________________________________
 CX1084* NAD 83(1986)-  32 15 50.     (N)    107 43 14.     (W)     SCALED    
 CX1084* NAVD 88     -      1310.955  (meters)    4301.02   (feet)  POSTED    
 CX1084  ___________________________________________________________________
 CX1084  GEOID HEIGHT-         -24.57  (meters)                     GEOID03
 CX1084  DYNAMIC HT  -        1308.970 (meters)    4294.51  (feet)  COMP
 CX1084  MODELED GRAV-     979,077.8   (mgal)                       NAVD 88
 CX1084
 CX1084  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 CX1084
 CX1084.This mark is at Deming Airport (DMN)
 CX1084
 CX1084.The horizontal coordinates were scaled from a topographic map and have
 CX1084.an estimated accuracy of +/- 6 seconds.
 CX1084
 CX1084.The orthometric height was determined by differential leveling
 CX1084.and adjusted by the National Geodetic Survey in 1992..
 CX1084.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 CX1084.rate greater than 8.0 mm/km.
 CX1084
 CX1084.The geoid height was determined by GEOID03.
 CX1084
 CX1084.The dynamic height is computed by dividing the NAVD 88
 CX1084.geopotential number by the normal gravity value computed on the
 CX1084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX1084.degrees latitude (g = 980.6199 gals.).
 CX1084
 CX1084.The modeled gravity was interpolated from observed gravity values.
 CX1084
 CX1084;                    North         East    Units  Estimated Accuracy
 CX1084;SPC NM W     -   140,130.      840,630.      MT  (+/- 180 meters Scaled)
 CX1084
 CX1084                          SUPERSEDED SURVEY CONTROL
 CX1084
 CX1084  NGVD 29 (??/??/92) 1310.370  (m)         4299.11   (f) ADJ UNCH    2 0
 CX1084
 CX1084.Superseded values are not recommended for survey control.
 CX1084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1084.See file dsdata.txt to determine how the superseded data were derived.
 CX1084
 CX1084_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBR437729(NAD 83)
 CX1084_MARKER: S = SPIKE
 CX1084_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CX1084_SP_SET: RUNWAY
 CX1084_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX1084
 CX1084  HISTORY     - Date     Condition        Report By
 CX1084  HISTORY     - UNK      MONUMENTED       CGS
 CX1084  HISTORY     - 1945     GOOD             NGS
 CX1084
 CX1084                          STATION DESCRIPTION
 CX1084
 CX1084'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 CX1084'3.8 MI SE FROM DEMING.
 CX1084'3.8 MILES SOUTHEAST TO THE POST HEADQUARTERS D.A.A.F. AT THE DEMING
 CX1084'ARMY AIR FIELD, AT THE NORTHEAST END (22) OF THE NORTHEAST-SOUTHWEST
 CX1084'RUNWAY, IN THE MIDDLE OF THE RUNWAY, ON THE NORTHEAST EDGE OF THE
 CX1084'NORTHEAST END BORDER STRIPE, A RAILROAD SPIKE DRIVEN FLUSH WITH THE
 CX1084'ASPHALT RUNWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0046 ***********************************************************************
 EP0046  DESIGNATION -  6 F
 EP0046  PID         -  EP0046
 EP0046  STATE/COUNTY-  NM/GUADALUPE
 EP0046  USGS QUAD   -  FORT SUMNER EAST (1982)
 EP0046
 EP0046                         *CURRENT SURVEY CONTROL
 EP0046  ___________________________________________________________________
 EP0046* NAD 83(1986)-  34 29 43.     (N)    104 12 54.     (W)     SCALED    
 EP0046* NAVD 88     -      1266.738  (meters)    4155.96   (feet)  ADJUSTED  
 EP0046  ___________________________________________________________________
 EP0046  GEOID HEIGHT-         -23.60  (meters)                     GEOID03
 EP0046  DYNAMIC HT  -        1265.062 (meters)    4150.46  (feet)  COMP
 EP0046  MODELED GRAV-     979,269.2   (mgal)                       NAVD 88
 EP0046
 EP0046  VERT ORDER  -  FIRST     CLASS II
 EP0046
 EP0046.This mark is at Fort Sumner Airport (FSU)
 EP0046
 EP0046.The horizontal coordinates were scaled from a topographic map and have
 EP0046.an estimated accuracy of +/- 6 seconds.
 EP0046
 EP0046.The orthometric height was determined by differential leveling
 EP0046.and adjusted by the National Geodetic Survey in June 1991..
 EP0046
 EP0046.The geoid height was determined by GEOID03.
 EP0046
 EP0046.The dynamic height is computed by dividing the NAVD 88
 EP0046.geopotential number by the normal gravity value computed on the
 EP0046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EP0046.degrees latitude (g = 980.6199 gals.).
 EP0046
 EP0046.The modeled gravity was interpolated from observed gravity values.
 EP0046
 EP0046;                    North         East    Units  Estimated Accuracy
 EP0046;SPC NM E     -   387,600.      175,870.      MT  (+/- 180 meters Scaled)
 EP0046
 EP0046                          SUPERSEDED SURVEY CONTROL
 EP0046
 EP0046  NGVD 29 (??/??/92) 1266.131  (m)         4153.96   (f) ADJ UNCH    1 2
 EP0046
 EP0046.Superseded values are not recommended for survey control.
 EP0046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EP0046.See file dsdata.txt to determine how the superseded data were derived.
 EP0046
 EP0046_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEU720173(NAD 83)
 EP0046_MARKER: S = SPIKE
 EP0046_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EP0046_SP_SET: RUNWAY
 EP0046_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EP0046
 EP0046  HISTORY     - Date     Condition        Report By
 EP0046  HISTORY     - UNK      MONUMENTED       CGS
 EP0046  HISTORY     - 1945     GOOD             NGS
 EP0046
 EP0046                          STATION DESCRIPTION
 EP0046
 EP0046'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 EP0046'3.4 MI NE FROM FORT SUMNER.
 EP0046'LOCATED ABOUT 3.4 MILES NORTHEAST OF THE SANTA FE RAILROAD DEPOT AT
 EP0046'FORT SUMNER AT THE FORT SUMNER ARMY AIR FIELD, AT NORTH END OF NORTH
 EP0046'AND SOUTH RUNWAY, IN CENTER OF RUNWAY AND 1 FOOT SOUTH OF NORTH END. A
 EP0046'RAILROAD SPIKE DRIVEN FLUSH WITH RUNWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0525 ***********************************************************************
 GN0525  DESIGNATION -  6 GRS
 GN0525  PID         -  GN0525
 GN0525  STATE/COUNTY-  NM/RIO ARRIBA
 GN0525  USGS QUAD   -  CORDOVA CANYON (1983)
 GN0525
 GN0525                         *CURRENT SURVEY CONTROL
 GN0525  ___________________________________________________________________
 GN0525* NAD 83(1992)-  36 48 19.51968(N)    106 52 48.49174(W)     ADJUSTED  
 GN0525* NAVD 88     -      2353.0    (meters)    7720.     (feet)  VERTCON   
 GN0525  ___________________________________________________________________
 GN0525  LAPLACE CORR-           5.25  (seconds)                    DEFLEC99
 GN0525  GEOID HEIGHT-         -18.49  (meters)                     GEOID03
 GN0525
 GN0525  HORZ ORDER  -  THIRD
 GN0525  VERT ORDER  -  THIRD ? (See Below)
 GN0525
 GN0525.The horizontal coordinates were established by classical geodetic methods
 GN0525.and adjusted by the National Geodetic Survey in December 1993..
 GN0525
 GN0525.The NAVD 88 height was computed by applying the VERTCON shift value to
 GN0525.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GN0525.The vertical order pertains to the NGVD 29 superseded value.
 GN0525
 GN0525.The Laplace correction was computed from DEFLEC99 derived deflections.
 GN0525
 GN0525.The geoid height was determined by GEOID03.
 GN0525
 GN0525;                    North         East     Units Scale Factor Converg.
 GN0525;SPC NM C     -   644,064.059   443,773.190   MT  0.99993894   -0 22 39.1
 GN0525;SPC NM C     - 2,113,066.83  1,455,945.87   sFT  0.99993894   -0 22 39.1
 GN0525;UTM  13      - 4,074,936.540   332,278.966   MT  0.99994656   -1 07 35.9
 GN0525
 GN0525!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GN0525!SPC NM C     -   0.99963377  x   0.99993894  =   0.99957273
 GN0525!UTM  13      -   0.99963377  x   0.99994656  =   0.99958035
 GN0525
 GN0525:                Primary Azimuth Mark                     Grid Az
 GN0525:SPC NM C     -  JICALLA                                  296 01 22.1
 GN0525:UTM  13      -  JICALLA                                  296 46 18.9
 GN0525
 GN0525|---------------------------------------------------------------------|
 GN0525| PID    Reference Object                     Distance      Geod. Az  |
 GN0525|                                                           dddmmss.s |
 GN0525| GN0526 JICALLA                             APPROX. 3.7 KM 2953843.0 |
 GN0525|---------------------------------------------------------------------|
 GN0525
 GN0525                          SUPERSEDED SURVEY CONTROL
 GN0525
 GN0525  NAD 83(1992)-  36 48 19.52027(N)    106 52 48.49375(W) AD(       ) 3
 GN0525  NAD 83(1986)-  36 48 19.51968(N)    106 52 48.49590(W) AD(       ) 3
 GN0525  NAD 27      -  36 48 19.48053(N)    106 52 46.36851(W) AD(       ) 3
 GN0525  NGVD 29 (07/19/86) 2351.6    (m)         7715.     (f) LEVELING    3  
 GN0525
 GN0525.Superseded values are not recommended for survey control.
 GN0525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0525.See file dsdata.txt to determine how the superseded data were derived.
 GN0525
 GN0525_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCA3227974937(NAD 83)
 GN0525
 GN0525  HISTORY     - Date     Condition        Report By
 GN0525  HISTORY     - UNK      MONUMENTED       USGS
 GN0525  HISTORY     - 1953     GOOD             USGS
 GN0525
 GN0525                          STATION DESCRIPTION
 GN0525
 GN0525'DESCRIBED BY US GEOLOGICAL SURVEY 1953 (BTE)
 GN0525'STATION MARK--STANDARD USGS BRONZE TABLET, IN A CONCRETE MONUMENT,
 GN0525'STAMPED ---6 GRS 7715 1953---.
 GN0525'
 GN0525'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0232 ***********************************************************************
 CW0232  DESIGNATION -  6 H
 CW0232  PID         -  CW0232
 CW0232  STATE/COUNTY-  NM/EDDY
 CW0232  USGS QUAD   -  KITCHEN COVE (1985)
 CW0232
 CW0232                         *CURRENT SURVEY CONTROL
 CW0232  ___________________________________________________________________
 CW0232* NAD 83(1986)-  32 19 36.     (N)    104 15 44.     (W)     SCALED    
 CW0232* NAVD 88     -       995.596  (meters)    3266.38   (feet)  ADJUSTED  
 CW0232  ___________________________________________________________________
 CW0232  GEOID HEIGHT-         -24.43  (meters)                     GEOID03
 CW0232  DYNAMIC HT  -         994.162 (meters)    3261.68  (feet)  COMP
 CW0232  MODELED GRAV-     979,165.2   (mgal)                       NAVD 88
 CW0232
 CW0232  VERT ORDER  -  FIRST     CLASS II
 CW0232
 CW0232.This mark is at Cavern City Air Terminal Airport (CNM)
 CW0232
 CW0232.The horizontal coordinates were scaled from a topographic map and have
 CW0232.an estimated accuracy of +/- 6 seconds.
 CW0232
 CW0232.The orthometric height was determined by differential leveling
 CW0232.and adjusted by the National Geodetic Survey in June 1991..
 CW0232
 CW0232.The geoid height was determined by GEOID03.
 CW0232
 CW0232.The dynamic height is computed by dividing the NAVD 88
 CW0232.geopotential number by the normal gravity value computed on the
 CW0232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0232.degrees latitude (g = 980.6199 gals.).
 CW0232
 CW0232.The modeled gravity was interpolated from observed gravity values.
 CW0232
 CW0232;                    North         East    Units  Estimated Accuracy
 CW0232;SPC NM E     -   147,090.      171,700.      MT  (+/- 180 meters Scaled)
 CW0232
 CW0232                          SUPERSEDED SURVEY CONTROL
 CW0232
 CW0232  NGVD 29 (??/??/92)  995.09   (m)         3264.7    (f) COMPUTED    1 2
 CW0232
 CW0232.Superseded values are not recommended for survey control.
 CW0232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0232.See file dsdata.txt to determine how the superseded data were derived.
 CW0232
 CW0232_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SER694768(NAD 83)
 CW0232_MARKER: N = NAIL
 CW0232_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CW0232_SP_SET: RUNWAY
 CW0232_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CW0232
 CW0232  HISTORY     - Date     Condition        Report By
 CW0232  HISTORY     - UNK      MONUMENTED       CGS
 CW0232  HISTORY     - 1945     GOOD             NGS
 CW0232
 CW0232                          STATION DESCRIPTION
 CW0232
 CW0232'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 CW0232'7 MI SW FROM CARLSBAD.
 CW0232'AT THE CARLSBAD ARMY AIR FIELD, ON THE NORTHWEST-SOUTHEAST RUNWAY B
 CW0232'(MOST WESTERLY), AT THE SOUTHEAST END, ON THE CENTER-LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1456 ***********************************************************************
 CX1456  DESIGNATION -  6 OFFSET
 CX1456  PID         -  CX1456
 CX1456  STATE/COUNTY-  NM/OTERO
 CX1456  USGS QUAD   -  LOST RIVER (1982)
 CX1456
 CX1456                         *CURRENT SURVEY CONTROL
 CX1456  ___________________________________________________________________
 CX1456* NAD 83(1992)-  32 53 11.20597(N)    106 09 01.33118(W)     ADJUSTED  
 CX1456* NAVD 88     -      1237.54   (+/-2cm)    4060.2    (feet)  VERTCON   
 CX1456  ___________________________________________________________________
 CX1456  LAPLACE CORR-           4.57  (seconds)                    DEFLEC99
 CX1456  GEOID HEIGHT-         -22.92  (meters)                     GEOID03
 CX1456
 CX1456  HORZ ORDER  -  FIRST
 CX1456  VERT ORDER  -  THIRD ? (See Below)
 CX1456
 CX1456.The horizontal coordinates were established by classical geodetic methods
 CX1456.and adjusted by the National Geodetic Survey in December 1993..
 CX1456
 CX1456.The NAVD 88 height was computed by applying the VERTCON shift value to
 CX1456.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CX1456.The vertical order pertains to the NGVD 29 superseded value.
 CX1456
 CX1456.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1456
 CX1456.The geoid height was determined by GEOID03.
 CX1456
 CX1456;                    North         East     Units Scale Factor Converg.
 CX1456;SPC NM C     -   209,163.684   509,321.743   MT  0.99990107   +0 03 14.7
 CX1456;SPC NM C     -   686,231.19  1,670,999.75   sFT  0.99990107   +0 03 14.7
 CX1456;UTM  13      - 3,639,285.041   392,396.812   MT  0.99974276   -0 37 28.9
 CX1456
 CX1456!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1456!SPC NM C     -   0.99980934  x   0.99990107  =   0.99971043
 CX1456!UTM  13      -   0.99980934  x   0.99974276  =   0.99955215
 CX1456
 CX1456:                Primary Azimuth Mark                     Grid Az
 CX1456:SPC NM C     -  HOLLOMAN AFB ATLAS AREA TANK             063 52 17.4
 CX1456:UTM  13      -  HOLLOMAN AFB ATLAS AREA TANK             064 33 01.0
 CX1456
 CX1456|---------------------------------------------------------------------|
 CX1456| PID    Reference Object                     Distance      Geod. Az  |
 CX1456|                                                           dddmmss.s |
 CX1456| CX1433 HOLLOMAN AFB ATLAS AREA TANK        APPROX. 8.6 KM 0635532.1 |
 CX1456| CX1458 6                                    30.477 METERS 08559     |
 CX1456| CX1445 HOLLOMAN AFB WATER TANK             APPROX. 6.2 KM 1171654.8 |
 CX1456| CX1440 HOLLOMAN AFB CONTROL TOWER          APPROX. 7.6 KM 1332558.5 |
 CX1456|---------------------------------------------------------------------|
 CX1456
 CX1456                          SUPERSEDED SURVEY CONTROL
 CX1456
 CX1456  NAD 83(1986)-  32 53 11.21355(N)    106 09 01.33306(W) AD(       ) 1
 CX1456  NAD 27      -  32 53 10.89650(N)    106 08 59.35640(W) AD(       ) 1
 CX1456  NGVD 29 (07/19/86) 1236.94   (m)         4058.2    (f) LEVELING    3  
 CX1456
 CX1456.Superseded values are not recommended for survey control.
 CX1456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1456.See file dsdata.txt to determine how the superseded data were derived.
 CX1456
 CX1456_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS9239739285(NAD 83)
 CX1456_MARKER: DB = BENCH MARK DISK
 CX1456_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX1456
 CX1456  HISTORY     - Date     Condition        Report By
 CX1456  HISTORY     - 1960     MONUMENTED       CGS
 CX1456  HISTORY     - 1962     GOOD             USAF
 CX1456  HISTORY     - 1967     GOOD             CGS
 CX1456  HISTORY     - 1968     GOOD             CGS
 CX1456  HISTORY     - 1968     GOOD             CGS
 CX1456
 CX1456                          STATION DESCRIPTION
 CX1456
 CX1456'DESCRIBED BY US AIR FORCE 1962 (WRH)
 CX1456'STATION IS LOCATED IN HOLLOMAN AIR FORCE BASE ABOUT 5-1/2
 CX1456'MILES NORTHWEST OF THE MAIN GATE, ABOUT 3/4 MILE WEST OF THE
 CX1456'TRACK OPERATION CENTER AND ON THE WEST SIDE OF THE SOUTH END OF
 CX1456'TEST TRACK.
 CX1456'
 CX1456'TO REACH FROM TRACK OPERATION CENTER WHICH IS ABOUT 5-1/2
 CX1456'MILES NORTHWEST OF THE MAIN GATE, GO SOUTHWEST ON MAIN SURFACED
 CX1456'ROAD 0.5 MILE TO CROSSROAD, CONTINUE STRAIGHT AHEAD (SOUTHWEST)
 CX1456'0.15 MILE TO FORK, CONTINUE STRAIGHT AHEAD SOUTHWEST FOR 0.15
 CX1456'MILE TO A SIDE ROAD RIGHT, TURN RIGHT AND GO NORTHERLY AROUND
 CX1456'WEST SIDE OF OBSERVATION BUILDING NO. 1177 FOR 0.05 MILE TO
 CX1456'TRACK, CONTINUE NORTH ALONG TEST TRACK FOR 0.05 MILE TO STATION
 CX1456'100 FEET WEST OF WEST RAIL OF TEST TRACK.
 CX1456'
 CX1456'STATION MARK IS A 2-1/2 INCH BRONZE DISK STAMPED BM 6 OFFSET
 CX1456'TMS 1960, IS SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST
 CX1456'WHICH PROJECTS ABOUT 3 INCHES ABOVE THE GROUND.  THE MARK IS
 CX1456'116 FEET NORTHWEST OF A WATER VALVE AND 100.7 FEET WEST OF THE
 CX1456'CENTER OF WEST RAIL OF TEST TRACK.  THIS MARK WAS ESTABLISHED
 CX1456'BY THE TECHNICAL MEASUREMENT SECTION TEST TRACK DIVISION.
 CX1456'
 CX1456'REFERENCE MARK 1, A STANDARD REFERENCE DISK STAMPED BM 6 OFFSET
 CX1456'NO 1 1962, IS SET IN THE TOP OF A CONCRETE CYLINDER WHICH PROJECTS
 CX1456'ABOUT 6 INCHES ABOVE THE GROUND.  THE MARK IS 221 FEET EAST OF
 CX1456'THE EAST RAIL OF TRACK.
 CX1456'
 CX1456'BM 6, IS A 2-1/2 INCH BRONZE DISK STAMPED 6, IS SET IN A DRILL
 CX1456'HOLE ON THE WEST CURB OF THE WEST RAIL OF TEST TRACK.
 CX1456'THE MARK IS 91 FEET NORTH-NORTHEAST OF A WATER VALVE, 8 INCHES
 CX1456'WEST OF WEST RAIL AND PROJECTS ABOUT 15 INCHES ABOVE THE ROAD
 CX1456'SURFACE.
 CX1456'
 CX1456'A TRAVERSE CONNECTION WAS MADE TO R.M. NO. 1 AND THE DISTANCE
 CX1456'IS 100.029 OR 328.18 FEET.
 CX1456'
 CX1456'BM 6 WAS ESTABLISHED BY USGS FOR TRACK ALIGNMENT.
 CX1456'
 CX1456'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 CX1456
 CX1456                          STATION RECOVERY (1967)
 CX1456
 CX1456'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (JCC)
 CX1456'ALL MARKS WERE RECOVERED IN GOOD CONDITION.  THE 1962 DESCRIPTION
 CX1456'IS ENTIRELY ADEQUATE.
 CX1456
 CX1456                          STATION RECOVERY (1968)
 CX1456
 CX1456'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JBJ)
 CX1456'THE STATION MARK AND REFERENCE MARK 1 WERE RECOVERED AS DESCRIBED BY
 CX1456'W.R. HELM IN 1962.  HOWEVER, THE STATION MARK IS 3-1/2 INCHES IN
 CX1456'DIAMETER NOT 2-1/2 INCHES AS NOTED ON THE 1962 DESCRIPTION.
 CX1456'
 CX1456'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5-1/2 MILES
 CX1456'NORTHWEST OF HOLLOMAN AIR FORCE BASE MAIN GATE.
 CX1456
 CX1456                          STATION RECOVERY (1968)
 CX1456
 CX1456'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JBJ)
 CX1456'THE STATION IS ABOUT 5-1/2 MILES NORTHWEST OF THE HOLLOMAN AIR FORCE
 CX1456'BASE MAIN GATE, 3/4 MILE WEST OF THE TRACK OPERATION CENTER, 600
 CX1456'FEET NORTH-NORTHWEST OF BENCH MARK O, (WHICH IS NEAR THE SOUTH END
 CX1456'AND IN THE WEST GIRDER OF THE HOLLOMAN AIR FORCE BASE HIGH SPEED
 CX1456'TEST TRACK), AND ON THE WEST SIDE OF THE HIGH SPEED TEST TRACK.
 CX1456'
 CX1456'A TRAVERSE CONNECTION WAS MADE TO BENCH MARK 6 82 FT OFFSET, THE
 CX1456'DISTANCE BEING (17.98) FEET 5.4792 METERS WEST OF BENCH MARK 6 82
 CX1456'FT OFFSET.  THE MARK IS A PLAIN BRONZE DISK, STAMPED BM 6 OFFSET
 CX1456'TMS 1960, SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT
 CX1456'PROJECTS 3 INCHES ABOVE THE GROUND.  THE POINT IS IDENTIFIED BY A
 CX1456'SCRIBED X NEAR THE CENTER OF THE DISK.
 CX1456'
 CX1456'THIS DISTANCE WAS MEASURED BY THE HIGH SPEED TRACK PARTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1459 ***********************************************************************
 CX1459  DESIGNATION -  6 OFFSET RM 1
 CX1459  PID         -  CX1459
 CX1459  STATE/COUNTY-  NM/OTERO
 CX1459  USGS QUAD   -  LOST RIVER (1982)
 CX1459
 CX1459                         *CURRENT SURVEY CONTROL
 CX1459  ___________________________________________________________________
 CX1459* NAD 83(1992)-  32 53 11.43352(N)    106 08 57.49224(W)     ADJUSTED  
 CX1459* NAVD 88     -      1243.     (meters)    4078.     (feet)  VERTCON   
 CX1459  ___________________________________________________________________
 CX1459  LAPLACE CORR-           4.58  (seconds)                    DEFLEC99
 CX1459  GEOID HEIGHT-         -22.91  (meters)                     GEOID03
 CX1459
 CX1459  HORZ ORDER  -  SECOND
 CX1459
 CX1459.The horizontal coordinates were established by classical geodetic methods
 CX1459.and adjusted by the National Geodetic Survey in December 1993..
 CX1459
 CX1459.The NAVD 88 height was computed by applying the VERTCON shift value to
 CX1459.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CX1459
 CX1459.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1459
 CX1459.The geoid height was determined by GEOID03.
 CX1459
 CX1459;                    North         East     Units Scale Factor Converg.
 CX1459;SPC NM C     -   209,170.788   509,421.510   MT  0.99990109   +0 03 16.8
 CX1459;SPC NM C     -   686,254.49  1,671,327.07   sFT  0.99990109   +0 03 16.8
 CX1459;UTM  13      - 3,639,290.962   392,496.640   MT  0.99974250   -0 37 26.8
 CX1459
 CX1459!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1459!SPC NM C     -   0.99980854  x   0.99990109  =   0.99970965
 CX1459!UTM  13      -   0.99980854  x   0.99974250  =   0.99955109
 CX1459
 CX1459                          SUPERSEDED SURVEY CONTROL
 CX1459
 CX1459  NAD 83(1986)-  32 53 11.44109(N)    106 08 57.49420(W) AD(       ) 2
 CX1459  NAD 27      -  32 53 11.12410(N)    106 08 55.51830(W) AD(       ) 2
 CX1459  NGVD 29 (07/19/86) 1242.     (m)         4075.     (f) VERT ANG       
 CX1459
 CX1459.Superseded values are not recommended for survey control.
 CX1459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1459.See file dsdata.txt to determine how the superseded data were derived.
 CX1459
 CX1459_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS9249739291(NAD 83)
 CX1459_MARKER: DR = REFERENCE MARK DISK
 CX1459_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX1459_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CX1459_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX1459+STABILITY: SURFACE MOTION
 CX1459
 CX1459  HISTORY     - Date     Condition        Report By
 CX1459  HISTORY     - 1962     MONUMENTED       USAF
 CX1459
 CX1459                          STATION DESCRIPTION
 CX1459
 CX1459'DESCRIBED BY US AIR FORCE 1962
 CX1459'STATION BM 6 OFFSET HAFB IS LOCATED IN HOLLOMAN AFB ABOUT 5-1/2
 CX1459'MILES NORTHWEST OF THE MAIN GATE, ABOUT 3/4 MILE WEST OF THE
 CX1459'TRACK OPERATION CENTER AND ON THE WEST SIDE OF THE SOUTH END OF
 CX1459'TEST TRACK.
 CX1459'
 CX1459'TO REACH FROM TRACK OPERATION CENTER WHICH IS ABOUT 5-1/2
 CX1459'MILES NORTHWEST OF THE MAIN GATE, GO SOUTHWEST ON MAIN SURFACED
 CX1459'ROAD 0.5 MILE TO CROSSROAD, CONTINUE STRAIGHT AHEAD (SOUTHWEST)
 CX1459'0.15 MILE TO FORK, CONTINUE STRAIGHT AHEAD SOUTHWEST FOR 0.15
 CX1459'MILE TO A SIDE ROAD RIGHT, TURN RIGHT AND GO NORTHERLY AROUND
 CX1459'WEST SIDE OF OBSERVATION BUILDING NO. 1177 FOR 0.05 MILE TO
 CX1459'TRACK, CONTINUE NORTH ALONG TEST TRACK FOR 0.05 MILE TO STATION
 CX1459'100 FEET WEST OF WEST RAIL OF TEST TRACK.
 CX1459'
 CX1459'REFERENCE MARK 1, A STANDARD REFERENCE DISK STAMPED BM 6 OFFSET
 CX1459'NO 1 1962, IS SET IN THE TOP OF A CONCRETE CYLINDER WHICH PROJECTS
 CX1459'ABOUT 6 INCHES ABOVE THE GROUND.  THE MARK IS 221 FEET EAST OF
 CX1459'THE EAST RAIL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0531 ***********************************************************************
 DR0531  DESIGNATION -  6 X/2
 DR0531  PID         -  DR0531
 DR0531  STATE/COUNTY-  NM/LINCOLN
 DR0531  USGS QUAD   -  SUNSET (1988)
 DR0531
 DR0531                         *CURRENT SURVEY CONTROL
 DR0531  ___________________________________________________________________
 DR0531* NAD 83(1986)-  33 21 17.     (N)    105 02 04.     (W)     SCALED    
 DR0531* NAVD 88     -      1562.580  (meters)    5126.56   (feet)  ADJUSTED  
 DR0531  ___________________________________________________________________
 DR0531  GEOID HEIGHT-         -21.89  (meters)                     GEOID03
 DR0531  DYNAMIC HT  -        1560.310 (meters)    5119.12  (feet)  COMP
 DR0531  MODELED GRAV-     979,129.4   (mgal)                       NAVD 88
 DR0531
 DR0531  VERT ORDER  -  FIRST     CLASS II
 DR0531
 DR0531.The horizontal coordinates were scaled from a topographic map and have
 DR0531.an estimated accuracy of +/- 6 seconds.
 DR0531
 DR0531.The orthometric height was determined by differential leveling
 DR0531.and adjusted by the National Geodetic Survey in October 1996..
 DR0531
 DR0531.The geoid height was determined by GEOID03.
 DR0531
 DR0531.The dynamic height is computed by dividing the NAVD 88
 DR0531.geopotential number by the normal gravity value computed on the
 DR0531.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0531.degrees latitude (g = 980.6199 gals.).
 DR0531
 DR0531.The modeled gravity was interpolated from observed gravity values.
 DR0531
 DR0531;                    North         East    Units  Estimated Accuracy
 DR0531;SPC NM C     -   261,750.      613,130.      MT  (+/- 180 meters Scaled)
 DR0531
 DR0531                          SUPERSEDED SURVEY CONTROL
 DR0531
 DR0531  NGVD 29 (??/??/92) 1561.936  (m)         5124.45   (f) ADJ UNCH    1 2
 DR0531
 DR0531.Superseded values are not recommended for survey control.
 DR0531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0531.See file dsdata.txt to determine how the superseded data were derived.
 DR0531
 DR0531_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDS967906(NAD 83)
 DR0531_MARKER: DD = SURVEY DISK
 DR0531_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR0531_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DR0531_STAMPING: 6X2
 DR0531_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR0531+STABILITY: SURFACE MOTION
 DR0531
 DR0531  HISTORY     - Date     Condition        Report By
 DR0531  HISTORY     - UNK      MONUMENTED       DOD
 DR0531  HISTORY     - 1961     GOOD             NGS
 DR0531
 DR0531                          STATION DESCRIPTION
 DR0531
 DR0531'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 DR0531'2.7 MI E FROM RIVERSIDE.
 DR0531'2.5 MILES EAST ALONG U.S. HIGHWAYS 70 AND 380 FROM THE CHEVRON GAS
 DR0531'STATION AT RIVERSIDE, THENCE 0.2 MILE NORTH ALONG A GRAVEL ROAD, 60
 DR0531'FEET EAST OF A ROAD, 24 FEET NORTH OF DISK BL-4, 1 FOOT BELOW LEVEL OF
 DR0531'THE ROAD, SET IN TOP OF A SQUARE CONCRETE POST PROJECTING 4 INCHES
 DR0531'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH7489 ***********************************************************************
 AH7489  DESIGNATION -  60
 AH7489  PID         -  AH7489
 AH7489  STATE/COUNTY-  NM/QUAY
 AH7489  USGS QUAD   -  LESBIA (1968)
 AH7489
 AH7489                         *CURRENT SURVEY CONTROL
 AH7489  ___________________________________________________________________
 AH7489* NAD 83(1986)-  35 07 43.     (N)    103 36 47.     (W)     SCALED    
 AH7489* NAVD 88     -      1220.200  (meters)    4003.27   (feet)  ADJUSTED  
 AH7489  ___________________________________________________________________
 AH7489  GEOID HEIGHT-         -23.42  (meters)                     GEOID03
 AH7489  DYNAMIC HT  -        1218.675 (meters)    3998.27  (feet)  COMP
 AH7489  MODELED GRAV-     979,342.7   (mgal)                       NAVD 88
 AH7489
 AH7489  VERT ORDER  -  SECOND    CLASS I
 AH7489
 AH7489.The horizontal coordinates were scaled from a topographic map and have
 AH7489.an estimated accuracy of +/- 6 seconds.
 AH7489
 AH7489.The orthometric height was determined by differential leveling
 AH7489.and adjusted by the National Geodetic Survey in July 2002..
 AH7489
 AH7489.The geoid height was determined by GEOID03.
 AH7489
 AH7489.The dynamic height is computed by dividing the NAVD 88
 AH7489.geopotential number by the normal gravity value computed on the
 AH7489.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH7489.degrees latitude (g = 980.6199 gals.).
 AH7489
 AH7489.The modeled gravity was interpolated from observed gravity values.
 AH7489
 AH7489;                    North         East    Units  Estimated Accuracy
 AH7489;SPC NM E     -   458,080.      230,640.      MT  (+/- 180 meters Scaled)
 AH7489
 AH7489                          SUPERSEDED SURVEY CONTROL
 AH7489
 AH7489.No superseded survey control is available for this station.
 AH7489
 AH7489_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFU263881(NAD 83)
 AH7489_MARKER: DB = BENCH MARK DISK
 AH7489_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AH7489_SP_SET: HEADWALL
 AH7489_STAMPING: 60
 AH7489_MARK LOGO: BOR   
 AH7489_PROJECTION: FLUSH
 AH7489_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH7489_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH7489+STABILITY: SURFACE MOTION
 AH7489_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH7489+SATELLITE: SATELLITE OBSERVATIONS - February 02, 1999
 AH7489
 AH7489  HISTORY     - Date     Condition        Report By
 AH7489  HISTORY     - UNK      MONUMENTED       BOR
 AH7489  HISTORY     - 19990202 GOOD             NGS
 AH7489
 AH7489                          STATION DESCRIPTION
 AH7489
 AH7489'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AH7489'10.7 KM (6.65 MI) EASTERLY ALONG U.S.  HIGHWAY 66 FROM THE JUNCTION OF
 AH7489'STATE HIGHWAYS 104 AND 209 IN TUCUMCARI, THENCE 4.8 KM (3.00 MI)
 AH7489'SOUTHERLY ALONG STATE HIGHWAY 278, NEAR THE CENTER OF THE NORTH
 AH7489'CONCRETE HEADWALL OF A CULVERT UNDER COUNTY ROAD 60, 24.8 M (81.4 FT)
 AH7489'EAST OF THE HIGHWAY CENTERLINE, 13.8 M (45.3 FT) EAST OF A FENCE, 8.1
 AH7489'M (26.6 FT) NORTH OF THE CENTER OF COUNTY ROAD 60, 4.4 M (14.4 FT)
 AH7489'NORTH OF A FENCE, AND 0.8 M (2.6 FT) ABOVE THE LEVEL OF THE ROAD.
 AH7489'NOTE--THE MONUMENT IS ON PROPERTY OWNED BY THE BUREAU OF RECLAMATION,
 AH7489'ARCH HURLEY CONSERVATION DISTRICT, 101 EAST HIGH STREET, TUCUMCARI, NM
 AH7489'88401, TELEPHONE NUMBER (505) 461-2351.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0154 ***********************************************************************
 DT0154  DESIGNATION -  6010.96
 DT0154  PID         -  DT0154
 DT0154  STATE/COUNTY-  NM/CATRON
 DT0154  USGS QUAD   -  BULL BASIN (1965)
 DT0154
 DT0154                         *CURRENT SURVEY CONTROL
 DT0154  ___________________________________________________________________
 DT0154* NAD 83(1986)-  33 38 20.     (N)    108 53 44.     (W)     SCALED    
 DT0154* NAVD 88     -      1833.170  (meters)    6014.33   (feet)  ADJUSTED  
 DT0154  ___________________________________________________________________
 DT0154  GEOID HEIGHT-         -22.98  (meters)                     GEOID03
 DT0154  DYNAMIC HT  -        1830.341 (meters)    6005.04  (feet)  COMP
 DT0154  MODELED GRAV-     979,028.7   (mgal)                       NAVD 88
 DT0154
 DT0154  VERT ORDER  -  FIRST     CLASS II
 DT0154
 DT0154.The horizontal coordinates were scaled from a topographic map and have
 DT0154.an estimated accuracy of +/- 6 seconds.
 DT0154
 DT0154.The orthometric height was determined by differential leveling
 DT0154.and adjusted by the National Geodetic Survey in June 1991..
 DT0154
 DT0154.The geoid height was determined by GEOID03.
 DT0154
 DT0154.The dynamic height is computed by dividing the NAVD 88
 DT0154.geopotential number by the normal gravity value computed on the
 DT0154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0154.degrees latitude (g = 980.6199 gals.).
 DT0154
 DT0154.The modeled gravity was interpolated from observed gravity values.
 DT0154
 DT0154;                    North         East    Units  Estimated Accuracy
 DT0154;SPC NM W     -   293,120.      731,460.      MT  (+/- 180 meters Scaled)
 DT0154
 DT0154                          SUPERSEDED SURVEY CONTROL
 DT0154
 DT0154  NGVD 29 (??/??/92) 1832.271  (m)         6011.38   (f) ADJ UNCH    1 2
 DT0154
 DT0154.Superseded values are not recommended for survey control.
 DT0154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0154.See file dsdata.txt to determine how the superseded data were derived.
 DT0154
 DT0154_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC951241(NAD 83)
 DT0154_MARKER: DD = SURVEY DISK
 DT0154_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DT0154_SP_SET: ABUTMENT
 DT0154_STAMPING: EL 6010.96 1931
 DT0154_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DT0154
 DT0154  HISTORY     - Date     Condition        Report By
 DT0154  HISTORY     - 1931     MONUMENTED       BPR
 DT0154  HISTORY     - 1934     GOOD             NGS
 DT0154  HISTORY     - 1965     MARK NOT FOUND   USGS
 DT0154  HISTORY     - 1980     GOOD             NGS
 DT0154
 DT0154                          STATION DESCRIPTION
 DT0154
 DT0154'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DT0154'11.9 MI S FROM RESERVE.
 DT0154'11.9 MILES SOUTH OF ALONG STATE HWY. NO. 12 AND NO. 11 FROM POST
 DT0154'OFFICE.  1.7 MILES SOUTH OF PINE LAWN CAMP.  0.3 OF A MILE NORTH OF
 DT0154'FORKS OF ROAD WEST TO PUEBLO PARK.  ON TOP OF WEST END OF NORTH
 DT0154'ABUTMENT OF CONCRETE BRIDGE.
 DT0154
 DT0154                          STATION RECOVERY (1965)
 DT0154
 DT0154'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 DT0154'MARK NOT FOUND.
 DT0154
 DT0154                          STATION RECOVERY (1980)
 DT0154
 DT0154'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DT0154'0.2 KILOMETER (0.1 MILE) NORTH ALONG STATE HIGHWAY 435 FROM THE CATRON
 DT0154'COUNTY COURTHOUSE IN RESERVE, THENCE 11.3 KILOMETERS (7.0 MILES) WEST
 DT0154'AND SOUTHWEST ALONG STATE HIGHWAY 12, THENCE 6.8 KILOMETERS (4.2
 DT0154'MILES) SOUTH AND SOUTHWEST ALONG U.S. HIGHWAY 18, IN THE TOP OF
 DT0154'THE NORTHWEST BRIDGE ABUTMENT OF A CONCRETE BRIDGE, 0.5 KILOMETER
 DT0154'(0.3 MILE) SOUTHWEST OF A GRAVEL ROAD LEADING NORTHWEST TO PUEBLO
 DT0154'CREEK RANCH, 4.4 METERS (14.5 FEET) WEST OF THE CENTERLINE OF THE
 DT0154'HIGHWAY AND 1.7 METERS (5.5 FEET) SOUTH OF HIGHWAY MILEMARKER 25.
 DT0154'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0063 ***********************************************************************
 CY0063  DESIGNATION -  6028
 CY0063  PID         -  CY0063
 CY0063  STATE/COUNTY-  NM/GRANT
 CY0063  USGS QUAD   -  WHITE SIGNAL (1992)
 CY0063
 CY0063                         *CURRENT SURVEY CONTROL
 CY0063  ___________________________________________________________________
 CY0063* NAD 83(1986)-  32 33 13.     (N)    108 22 19.     (W)     SCALED    
 CY0063* NAVD 88     -      1838.90   (+/-2cm)    6033.1    (feet)  VERTCON   
 CY0063  ___________________________________________________________________
 CY0063  GEOID HEIGHT-         -24.29  (meters)                     GEOID03
 CY0063
 CY0063  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CY0063
 CY0063.The horizontal coordinates were scaled from a topographic map and have
 CY0063.an estimated accuracy of +/- 6 seconds.
 CY0063
 CY0063.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0063.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0063.The vertical order pertains to the NGVD 29 superseded value.
 CY0063
 CY0063.The geoid height was determined by GEOID03.
 CY0063
 CY0063;                    North         East    Units  Estimated Accuracy
 CY0063;SPC NM W     -   172,380.      779,420.      MT  (+/- 180 meters Scaled)
 CY0063
 CY0063                          SUPERSEDED SURVEY CONTROL
 CY0063
 CY0063  NGVD 29 (??/??/92) 1837.972  (m)         6030.08   (f) ADJ UNCH    2 0
 CY0063
 CY0063.Superseded values are not recommended for survey control.
 CY0063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0063.See file dsdata.txt to determine how the superseded data were derived.
 CY0063
 CY0063_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYB467048(NAD 83)
 CY0063_MARKER: P = PIPE CAP
 CY0063_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CY0063_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CY0063_STAMPING: 6028
 CY0063_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CY0063
 CY0063  HISTORY     - Date     Condition        Report By
 CY0063  HISTORY     - UNK      MONUMENTED       USGS
 CY0063  HISTORY     - 1953     MARK NOT FOUND   NGS
 CY0063
 CY0063                          STATION DESCRIPTION
 CY0063
 CY0063'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CY0063'16.8 MI SW FROM SILVER CITY.
 CY0063'16.8 MILES SOUTHWEST ALONG STATE HIGHWAY 180 FROM THE COURTHOUSE AT
 CY0063'SILVER CITY, GRANT COUNTY, ABOUT 53 YARDS WEST OF A WOODEN BRIDGE,
 CY0063'OPPOSITE THE MCCAULEY RANCH HOUSE, AND 53 FEET NORTHWEST OF THE CENTER
 CY0063'LINE OF THE HIGHWAY.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP,
 CY0063'STAMPED 6028 AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE SET IN
 CY0063'CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0225 ***********************************************************************
 GM0225  DESIGNATION -  6030
 GM0225  PID         -  GM0225
 GM0225  STATE/COUNTY-  NM/COLFAX
 GM0225  USGS QUAD   -  EAGLE TAIL MOUNTAIN (1971)
 GM0225
 GM0225                         *CURRENT SURVEY CONTROL
 GM0225  ___________________________________________________________________
 GM0225* NAD 83(1986)-  36 38 12.     (N)    104 30 01.     (W)     SCALED    
 GM0225* NAVD 88     -      1839.168  (meters)    6034.00   (feet)  POSTED    
 GM0225  ___________________________________________________________________
 GM0225  GEOID HEIGHT-         -18.58  (meters)                     GEOID03
 GM0225  DYNAMIC HT  -        1836.840 (meters)    6026.37  (feet)  COMP
 GM0225  MODELED GRAV-     979,303.1   (mgal)                       NAVD 88
 GM0225
 GM0225  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 GM0225
 GM0225.The horizontal coordinates were scaled from a topographic map and have
 GM0225.an estimated accuracy of +/- 6 seconds.
 GM0225
 GM0225.The orthometric height was determined by differential leveling
 GM0225.and adjusted by the National Geodetic Survey in 1992..
 GM0225.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 GM0225.rate of 1.1 thru 2.0 mm/km.
 GM0225
 GM0225.The geoid height was determined by GEOID03.
 GM0225
 GM0225.The dynamic height is computed by dividing the NAVD 88
 GM0225.geopotential number by the normal gravity value computed on the
 GM0225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GM0225.degrees latitude (g = 980.6199 gals.).
 GM0225
 GM0225.The modeled gravity was interpolated from observed gravity values.
 GM0225
 GM0225;                    North         East    Units  Estimated Accuracy
 GM0225;SPC NM E     -   625,170.      150,070.      MT  (+/- 180 meters Scaled)
 GM0225
 GM0225                          SUPERSEDED SURVEY CONTROL
 GM0225
 GM0225  NGVD 29 (??/??/92) 1838.268  (m)         6031.05   (f) ADJ UNCH    1 2
 GM0225
 GM0225.Superseded values are not recommended for survey control.
 GM0225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0225.See file dsdata.txt to determine how the superseded data were derived.
 GM0225
 GM0225_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEA446546(NAD 83)
 GM0225_MARKER: DD = SURVEY DISK
 GM0225_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GM0225_SP_SET: CULVERT
 GM0225_STAMPING: 6030
 GM0225_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GM0225
 GM0225  HISTORY     - Date     Condition        Report By
 GM0225  HISTORY     - UNK      MONUMENTED       USGS
 GM0225  HISTORY     - 1929     GOOD             NGS
 GM0225  HISTORY     - 1934     GOOD             NGS
 GM0225
 GM0225                          STATION DESCRIPTION
 GM0225
 GM0225'DESCRIBED BY NATIONAL GEODETIC SURVEY 1929
 GM0225'7.2 MI N FROM MAXWELL.
 GM0225'7.2 MILES NORTH OF MAXWELL ABOUT 270 YARDS SOUTH OF SCHOMBERG FLAG
 GM0225'STATION ALONG THE ATCHISON TOPEKA AND SANTE FE R.R. LINE, IN TOP OF
 GM0225'CONCRETE TRIPPLE PIPE CULVERT NO. 678 C ON WESTSIDE OF TRACK.  CEMENT
 GM0225'WORN AWAY FROM TOP OF TABLET, BUT IT IS STILL FIRM AND PERMANENT.
 GM0225
 GM0225                          STATION RECOVERY (1934)
 GM0225
 GM0225'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 GM0225'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0376 ***********************************************************************
 EQ0376  DESIGNATION -  6034
 EQ0376  PID         -  EQ0376
 EQ0376  STATE/COUNTY-  NM/SOCORRO
 EQ0376  USGS QUAD   -  MAGDALENA (1985)
 EQ0376
 EQ0376                         *CURRENT SURVEY CONTROL
 EQ0376  ___________________________________________________________________
 EQ0376* NAD 83(1986)-  34 07 15.     (N)    107 08 32.     (W)     SCALED    
 EQ0376* NAVD 88     -      1842.033  (meters)    6043.40   (feet)  ADJUSTED  
 EQ0376  ___________________________________________________________________
 EQ0376  GEOID HEIGHT-         -21.68  (meters)                     GEOID03
 EQ0376  DYNAMIC HT  -        1839.281 (meters)    6034.37  (feet)  COMP
 EQ0376  MODELED GRAV-     979,076.9   (mgal)                       NAVD 88
 EQ0376
 EQ0376  VERT ORDER  -  FIRST     CLASS I
 EQ0376
 EQ0376.The horizontal coordinates were scaled from a topographic map and have
 EQ0376.an estimated accuracy of +/- 6 seconds.
 EQ0376
 EQ0376.The orthometric height was determined by differential leveling
 EQ0376.and adjusted by the National Geodetic Survey in June 1991..
 EQ0376
 EQ0376.The geoid height was determined by GEOID03.
 EQ0376
 EQ0376.The dynamic height is computed by dividing the NAVD 88
 EQ0376.geopotential number by the normal gravity value computed on the
 EQ0376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0376.degrees latitude (g = 980.6199 gals.).
 EQ0376
 EQ0376.The modeled gravity was interpolated from observed gravity values.
 EQ0376
 EQ0376;                    North         East    Units  Estimated Accuracy
 EQ0376;SPC NM C     -   346,420.      417,700.      MT  (+/- 180 meters Scaled)
 EQ0376
 EQ0376                          SUPERSEDED SURVEY CONTROL
 EQ0376
 EQ0376  NGVD 29 (??/??/92) 1841.190  (m)         6040.64   (f) ADJ UNCH    1 1
 EQ0376
 EQ0376.Superseded values are not recommended for survey control.
 EQ0376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0376.See file dsdata.txt to determine how the superseded data were derived.
 EQ0376
 EQ0376_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT024776(NAD 83)
 EQ0376_MARKER: DD = SURVEY DISK
 EQ0376_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EQ0376_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EQ0376_STAMPING: 6034
 EQ0376_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EQ0376
 EQ0376  HISTORY     - Date     Condition        Report By
 EQ0376  HISTORY     - UNK      MONUMENTED       USGS
 EQ0376  HISTORY     - 1934     GOOD             NGS
 EQ0376  HISTORY     - 1978     GOOD             NGS
 EQ0376
 EQ0376                          STATION DESCRIPTION
 EQ0376
 EQ0376'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 EQ0376'6.6 MI E FROM MAGDALENA.
 EQ0376'6.6 MILES EAST ALONG U. S. HIGHWAY 60 FROM THE POST OFFICE AT
 EQ0376'MAGDALENA, SOCORRO COUNTY, 9 POLES NORTHWEST OF ATCHISON, TOPEKA AND
 EQ0376'SANTA FE RAILWAY MILEPOST 20, 0.4 MILE SOUTHWEST OF WOODEN BRIDGE 20
 EQ0376'C, 120 FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 70 FEET
 EQ0376'NORTHEAST OF A FENCE, 33 FEET SOUTHWEST OF THE CENTERLINE OF THE
 EQ0376'TRACK, AND 1 FOOT NORTHEAST OF A ROW OF POLES.  A UNITED STATES
 EQ0376'GEOLOGICAL SURVEY STANDARD CAP, STAMPED 6034 AND RIVETED ON THE TOP OF
 EQ0376'A 3-1/2-INCH IRON PIPE SET IN CONCRETE.
 EQ0376
 EQ0376                          STATION RECOVERY (1978)
 EQ0376
 EQ0376'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EQ0376'6.1 MILES EAST ALONG U.S. HIGHWAY 60 FROM THE POST OFFICE IN
 EQ0376'MAGDALENA, 0.2 MILE SOUTHEAST OF A POWER LINE CROSSING TO A 10X10 FEET
 EQ0376'METAL SHED, 116 FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 EQ0376'AND 69 FEET NORTHEAST OF THE NORTHERLY RIGHT OF WAY FENCE.  CONCRETE
 EQ0376'POST WAS PAINTED WHITE FOR BETTER SIGHTING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0709 ***********************************************************************
 DR0709  DESIGNATION -  6043 34 WA
 DR0709  PID         -  DR0709
 DR0709  STATE/COUNTY-  NM/LINCOLN
 DR0709  USGS QUAD   -  NOGAL (1973)
 DR0709
 DR0709                         *CURRENT SURVEY CONTROL
 DR0709  ___________________________________________________________________
 DR0709* NAD 83(1986)-  33 36 27.     (N)    105 44 28.     (W)     SCALED    
 DR0709* NAVD 88     -      1842.672  (meters)    6045.50   (feet)  ADJUSTED  
 DR0709  ___________________________________________________________________
 DR0709  GEOID HEIGHT-         -19.80  (meters)                     GEOID03
 DR0709  DYNAMIC HT  -        1839.954 (meters)    6036.58  (feet)  COMP
 DR0709  MODELED GRAV-     979,095.2   (mgal)                       NAVD 88
 DR0709
 DR0709  VERT ORDER  -  SECOND    CLASS 0
 DR0709
 DR0709.The horizontal coordinates were scaled from a topographic map and have
 DR0709.an estimated accuracy of +/- 6 seconds.
 DR0709
 DR0709.The orthometric height was determined by differential leveling
 DR0709.and adjusted by the National Geodetic Survey in June 1991..
 DR0709
 DR0709.The geoid height was determined by GEOID03.
 DR0709
 DR0709.The dynamic height is computed by dividing the NAVD 88
 DR0709.geopotential number by the normal gravity value computed on the
 DR0709.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0709.degrees latitude (g = 980.6199 gals.).
 DR0709
 DR0709.The modeled gravity was interpolated from observed gravity values.
 DR0709
 DR0709;                    North         East    Units  Estimated Accuracy
 DR0709;SPC NM C     -   289,240.      547,220.      MT  (+/- 180 meters Scaled)
 DR0709
 DR0709                          SUPERSEDED SURVEY CONTROL
 DR0709
 DR0709  NGVD 29 (??/??/92) 1841.938  (m)         6043.09   (f) ADJ UNCH    2 0
 DR0709
 DR0709.Superseded values are not recommended for survey control.
 DR0709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0709.See file dsdata.txt to determine how the superseded data were derived.
 DR0709
 DR0709_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDT312188(NAD 83)
 DR0709_MARKER: DD = SURVEY DISK
 DR0709_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR0709_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DR0709_STAMPING: 6043 34WA
 DR0709_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR0709+STABILITY: SURFACE MOTION
 DR0709
 DR0709  HISTORY     - Date     Condition        Report By
 DR0709  HISTORY     - UNK      MONUMENTED       USGS
 DR0709  HISTORY     - 1934     GOOD             NGS
 DR0709
 DR0709                          STATION DESCRIPTION
 DR0709
 DR0709'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DR0709'8.5 MI E FROM CARRIZOZO.
 DR0709'8.5 MI EAST ON US HWY NO. 380 47 FEET WEST OF THE GATE OF THE OH BAR
 DR0709'OH RANCH, 135 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, AND 2 FEET
 DR0709'SOUTH OF A FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0155 ***********************************************************************
 DT0155  DESIGNATION -  6078
 DT0155  PID         -  DT0155
 DT0155  STATE/COUNTY-  NM/CATRON
 DT0155  USGS QUAD   -  BULL BASIN (1965)
 DT0155
 DT0155                         *CURRENT SURVEY CONTROL
 DT0155  ___________________________________________________________________
 DT0155* NAD 83(1986)-  33 38 36.     (N)    108 53 30.     (W)     SCALED    
 DT0155* NAVD 88     -      1853.676  (meters)    6081.60   (feet)  POSTED    
 DT0155  ___________________________________________________________________
 DT0155  GEOID HEIGHT-         -22.96  (meters)                     GEOID03
 DT0155  DYNAMIC HT  -        1850.810 (meters)    6072.20  (feet)  COMP
 DT0155  MODELED GRAV-     979,027.6   (mgal)                       NAVD 88
 DT0155
 DT0155  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 DT0155
 DT0155.The horizontal coordinates were scaled from a topographic map and have
 DT0155.an estimated accuracy of +/- 6 seconds.
 DT0155
 DT0155.The orthometric height was determined by differential leveling
 DT0155.and adjusted by the National Geodetic Survey in 1992..
 DT0155.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 DT0155.rate of 2.1 thru 3.0 mm/km.
 DT0155
 DT0155.The geoid height was determined by GEOID03.
 DT0155
 DT0155.The dynamic height is computed by dividing the NAVD 88
 DT0155.geopotential number by the normal gravity value computed on the
 DT0155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0155.degrees latitude (g = 980.6199 gals.).
 DT0155
 DT0155.The modeled gravity was interpolated from observed gravity values.
 DT0155
 DT0155;                    North         East    Units  Estimated Accuracy
 DT0155;SPC NM W     -   293,600.      731,830.      MT  (+/- 180 meters Scaled)
 DT0155
 DT0155                          SUPERSEDED SURVEY CONTROL
 DT0155
 DT0155  NGVD 29 (??/??/92) 1852.776  (m)         6078.65   (f) ADJ UNCH    1 2
 DT0155
 DT0155.Superseded values are not recommended for survey control.
 DT0155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0155.See file dsdata.txt to determine how the superseded data were derived.
 DT0155
 DT0155_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC955246(NAD 83)
 DT0155_MARKER: DD = SURVEY DISK
 DT0155_SETTING: 66 = SET IN ROCK OUTCROP
 DT0155_SP_SET: ROCK OUTCROP
 DT0155_STAMPING: 6078
 DT0155_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DT0155+STABILITY: POSITION/ELEVATION WELL
 DT0155
 DT0155  HISTORY     - Date     Condition        Report By
 DT0155  HISTORY     - UNK      MONUMENTED       USGS
 DT0155  HISTORY     - 1934     GOOD             NGS
 DT0155  HISTORY     - 1980     MARK NOT FOUND   NGS
 DT0155
 DT0155                          STATION DESCRIPTION
 DT0155
 DT0155'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DT0155'11.5 MI S FROM RESERVE.
 DT0155'11.5 MILES SOUTH OF, ALONG STATE HWY. NO. 12 AND NO. 11 FROM POST
 DT0155'OFFICE.  1.3 MILES SOUTH OF PINE LAWN CAMP.  0.2 OF A MILE SOUTH OF
 DT0155'CATTLE GUARD.  ABOUT 19 YARDS WEST OF FENCE LINE.  ABOUT 50 YARDS EAST
 DT0155'OF CENTER LINE OF HWY. NO. 11.  IN TOP OF OUTCROP OF ROCK 4 FT. BY 1.5
 DT0155'FT. AND 4 INCHES ABOVE SURFACE OF GROUND.
 DT0155
 DT0155                          STATION RECOVERY (1980)
 DT0155
 DT0155'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DT0155'NOTE=THE CATTLE GUARD HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0022 ***********************************************************************
 GM0022  DESIGNATION -  6083
 GM0022  PID         -  GM0022
 GM0022  STATE/COUNTY-  NM/COLFAX
 GM0022  USGS QUAD   -  EAGLE TAIL MOUNTAIN (1971)
 GM0022
 GM0022                         *CURRENT SURVEY CONTROL
 GM0022  ___________________________________________________________________
 GM0022* NAD 83(1986)-  36 40 53.     (N)    104 29 30.     (W)     SCALED    
 GM0022* NAVD 88     -      1855.154  (meters)    6086.45   (feet)  POSTED    
 GM0022  ___________________________________________________________________
 GM0022  GEOID HEIGHT-         -18.54  (meters)                     GEOID03
 GM0022  DYNAMIC HT  -        1852.810 (meters)    6078.76  (feet)  COMP
 GM0022  MODELED GRAV-     979,300.6   (mgal)                       NAVD 88
 GM0022
 GM0022  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 GM0022
 GM0022.The horizontal coordinates were scaled from a topographic map and have
 GM0022.an estimated accuracy of +/- 6 seconds.
 GM0022
 GM0022.The orthometric height was determined by differential leveling
 GM0022.and adjusted by the National Geodetic Survey in 1992..
 GM0022.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 GM0022.rate of 1.1 thru 2.0 mm/km.
 GM0022
 GM0022.The geoid height was determined by GEOID03.
 GM0022
 GM0022.The dynamic height is computed by dividing the NAVD 88
 GM0022.geopotential number by the normal gravity value computed on the
 GM0022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GM0022.degrees latitude (g = 980.6199 gals.).
 GM0022
 GM0022.The modeled gravity was interpolated from observed gravity values.
 GM0022
 GM0022;                    North         East    Units  Estimated Accuracy
 GM0022;SPC NM E     -   630,130.      150,850.      MT  (+/- 180 meters Scaled)
 GM0022
 GM0022                          SUPERSEDED SURVEY CONTROL
 GM0022
 GM0022  NGVD 29 (??/??/92) 1854.222  (m)         6083.39   (f) ADJ UNCH    1 2
 GM0022
 GM0022.Superseded values are not recommended for survey control.
 GM0022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0022.See file dsdata.txt to determine how the superseded data were derived.
 GM0022
 GM0022_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEA454596(NAD 83)
 GM0022_MARKER: Z = SEE DESCRIPTION
 GM0022_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GM0022_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GM0022_STAMPING: 6083
 GM0022_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GM0022
 GM0022  HISTORY     - Date     Condition        Report By
 GM0022  HISTORY     - UNK      MONUMENTED       USGS
 GM0022  HISTORY     - 1929     GOOD             NGS
 GM0022  HISTORY     - 1934     MARK NOT FOUND   NGS
 GM0022
 GM0022                          STATION DESCRIPTION
 GM0022
 GM0022'DESCRIBED BY NATIONAL GEODETIC SURVEY 1929
 GM0022'10.4 MI N FROM MAXWELL.
 GM0022'4.3 MILES SOUTH OF HEBRON TICKET OFFICE THREE FEET WEST OF RIGHT OF
 GM0022'WAY FENCE OF ATCHISON TOPEKA AND SANTA FE R.R.  THERE IS NO SIGN OF
 GM0022'DORSEY LEFT, NOR OF ANY SIDE TRACK, AND TRAINS DO NOT STOP HERE.
 GM0022
 GM0022                          STATION RECOVERY (1934)
 GM0022
 GM0022'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 GM0022'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0620 ***********************************************************************
 FO0620  DESIGNATION -  61
 FO0620  PID         -  FO0620
 FO0620  STATE/COUNTY-  NM/SANDOVAL
 FO0620  USGS QUAD   -  CABEZON PEAK (1989)
 FO0620
 FO0620                         *CURRENT SURVEY CONTROL
 FO0620  ___________________________________________________________________
 FO0620* NAD 83(1986)-  35 32 50.     (N)    107 07 01.     (W)     SCALED    
 FO0620* NAVD 88     -      1809.99   (+/-2cm)    5938.3    (feet)  VERTCON   
 FO0620  ___________________________________________________________________
 FO0620  GEOID HEIGHT-         -20.34  (meters)                     GEOID03
 FO0620
 FO0620  VERT ORDER  -  ? (See Below)
 FO0620
 FO0620.The horizontal coordinates were scaled from a topographic map and have
 FO0620.an estimated accuracy of +/- 6 seconds.
 FO0620
 FO0620.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO0620.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO0620.The vertical order pertains to the NGVD 29 superseded value.
 FO0620
 FO0620.The geoid height was determined by GEOID03.
 FO0620
 FO0620;                    North         East    Units  Estimated Accuracy
 FO0620;SPC NM C     -   504,630.      421,400.      MT  (+/- 180 meters Scaled)
 FO0620
 FO0620                          SUPERSEDED SURVEY CONTROL
 FO0620
 FO0620  NGVD 29 (??/??/92) 1809.041  (m)         5935.16   (f) ADJ UNCH    ?  
 FO0620
 FO0620.Superseded values are not recommended for survey control.
 FO0620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0620.See file dsdata.txt to determine how the superseded data were derived.
 FO0620
 FO0620_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV081357(NAD 83)
 FO0620_MARKER: DD = SURVEY DISK
 FO0620_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FO0620_SP_SET: LEDGE
 FO0620_STAMPING: 61
 FO0620_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FO0620
 FO0620  HISTORY     - Date     Condition        Report By
 FO0620  HISTORY     - UNK      MONUMENTED       USGS
 FO0620  HISTORY     - 1905     GOOD             NGS
 FO0620
 FO0620                          STATION DESCRIPTION
 FO0620
 FO0620'DESCRIBED BY NATIONAL GEODETIC SURVEY 1905
 FO0620'5.5 MI N FROM CASA SALAZAR.
 FO0620'5.5 MILES NORTH ALONG A DIRT ROAD FROM CASA SALAZAR, SANDOVAL COUNTY,
 FO0620'AT THE POINT WHERE THE ROAD LEAVES THE CANYON AND MAKES A RIGHT-ANGLE
 FO0620'TURN TO THE EAST, ON THE EAST SIDE OF THE ROAD, AND IN A SANDSTONE
 FO0620'LEDGE.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 61.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0914 ***********************************************************************
 FO0914  DESIGNATION -  61 SC
 FO0914  PID         -  FO0914
 FO0914  STATE/COUNTY-  NM/SANTA FE
 FO0914  USGS QUAD   -  ESPANOLA (1984)
 FO0914
 FO0914                         *CURRENT SURVEY CONTROL
 FO0914  ___________________________________________________________________
 FO0914* NAD 83(1992)-  35 58 38.66291(N)    106 02 40.87406(W)     ADJUSTED  
 FO0914* NAVD 88     -      1754.84   (+/-2cm)    5757.3    (feet)  VERTCON   
 FO0914  ___________________________________________________________________
 FO0914  LAPLACE CORR-           7.28  (seconds)                    DEFLEC99
 FO0914  GEOID HEIGHT-         -18.99  (meters)                     GEOID03
 FO0914
 FO0914  HORZ ORDER  -  SECOND
 FO0914  VERT ORDER  -  THIRD ? (See Below)
 FO0914
 FO0914.The horizontal coordinates were established by classical geodetic methods
 FO0914.and adjusted by the National Geodetic Survey in December 1993..
 FO0914
 FO0914.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO0914.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO0914.The vertical order pertains to the NGVD 29 superseded value.
 FO0914
 FO0914.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO0914
 FO0914.The geoid height was determined by GEOID03.
 FO0914
 FO0914;                    North         East     Units Scale Factor Converg.
 FO0914;SPC NM C     -   552,025.667   518,515.195   MT  0.99990422   +0 07 14.2
 FO0914;SPC NM C     - 1,811,104.21  1,701,161.94   sFT  0.99990422   +0 07 14.2
 FO0914;UTM  13      - 3,981,946.946   405,816.342   MT  0.99970930   -0 36 49.5
 FO0914
 FO0914!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO0914!SPC NM C     -   0.99972763  x   0.99990422  =   0.99963188
 FO0914!UTM  13      -   0.99972763  x   0.99970930  =   0.99943701
 FO0914
 FO0914                          SUPERSEDED SURVEY CONTROL
 FO0914
 FO0914  NAD 83(1986)-  35 58 38.66639(N)    106 02 40.87912(W) AD(       ) 2
 FO0914  NAD 27      -  35 58 38.57900(N)    106 02 38.79930(W) AD(       ) 2
 FO0914  NGVD 29 (07/19/86) 1753.84   (m)         5754.1    (f) LEVELING    3  
 FO0914
 FO0914.Superseded values are not recommended for survey control.
 FO0914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0914.See file dsdata.txt to determine how the superseded data were derived.
 FO0914
 FO0914_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV0581681947(NAD 83)
 FO0914_MARKER: DB = BENCH MARK DISK
 FO0914_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FO0914
 FO0914  HISTORY     - Date     Condition        Report By
 FO0914  HISTORY     - 1953     MONUMENTED       USGS
 FO0914
 FO0914                          STATION DESCRIPTION
 FO0914
 FO0914'DESCRIBED BY US GEOLOGICAL SURVEY 1953 (WRH)
 FO0914'THE STATION IS LOCATED ABOUT 7 MILES AIRLINE NORTH NORTHWEST OF
 FO0914'POJOAQUE, 2-1/2 MILES EAST SOUTHEAST OF ESPANOLA AND ABOUT
 FO0914'30 PACES NORTH NORTHEAST OF THE INTERSECTION OF U.S. HIGHWAY
 FO0914'285 AND 84 AND A T ROAD LEADING EASTERLY.
 FO0914'
 FO0914'THE MARK IS A STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK STAMPED
 FO0914'61 SC 1952 SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 FO0914'PROJECTING ABOUT 4 INCHES AND IS 79.832 METERS- 261.914 FEET
 FO0914'SOUTH SOUTHEAST OF STATION ESPANOLA.  THE CENTER OF THE MARK WAS
 FO0914'INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0161 ***********************************************************************
 DT0161  DESIGNATION -  6121
 DT0161  PID         -  DT0161
 DT0161  STATE/COUNTY-  NM/CATRON
 DT0161  USGS QUAD   -  RESERVE (1965)
 DT0161
 DT0161                         *CURRENT SURVEY CONTROL
 DT0161  ___________________________________________________________________
 DT0161* NAD 83(1986)-  33 42 33.     (N)    108 48 33.     (W)     SCALED    
 DT0161* NAVD 88     -      1866.768  (meters)    6124.55   (feet)  ADJUSTED  
 DT0161  ___________________________________________________________________
 DT0161  GEOID HEIGHT-         -22.75  (meters)                     GEOID03
 DT0161  DYNAMIC HT  -        1863.916 (meters)    6115.20  (feet)  COMP
 DT0161  MODELED GRAV-     979,042.7   (mgal)                       NAVD 88
 DT0161
 DT0161  VERT ORDER  -  FIRST     CLASS II
 DT0161
 DT0161.The horizontal coordinates were scaled from a topographic map and have
 DT0161.an estimated accuracy of +/- 6 seconds.
 DT0161
 DT0161.The orthometric height was determined by differential leveling
 DT0161.and adjusted by the National Geodetic Survey in June 1991..
 DT0161
 DT0161.The geoid height was determined by GEOID03.
 DT0161
 DT0161.The dynamic height is computed by dividing the NAVD 88
 DT0161.geopotential number by the normal gravity value computed on the
 DT0161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0161.degrees latitude (g = 980.6199 gals.).
 DT0161
 DT0161.The modeled gravity was interpolated from observed gravity values.
 DT0161
 DT0161;                    North         East    Units  Estimated Accuracy
 DT0161;SPC NM W     -   300,830.      739,550.      MT  (+/- 180 meters Scaled)
 DT0161
 DT0161                          SUPERSEDED SURVEY CONTROL
 DT0161
 DT0161  NGVD 29 (??/??/92) 1865.908  (m)         6121.73   (f) ADJ UNCH    1 2
 DT0161
 DT0161.Superseded values are not recommended for survey control.
 DT0161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0161.See file dsdata.txt to determine how the superseded data were derived.
 DT0161
 DT0161_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYC030320(NAD 83)
 DT0161_MARKER: DD = SURVEY DISK
 DT0161_SETTING: 80 = SET IN A BOULDER
 DT0161_SP_SET: BOULDER
 DT0161_STAMPING: 6121
 DT0161_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DT0161+STABILITY: SURFACE MOTION
 DT0161
 DT0161  HISTORY     - Date     Condition        Report By
 DT0161  HISTORY     - UNK      MONUMENTED       USGS
 DT0161  HISTORY     - 1934     GOOD             NGS
 DT0161  HISTORY     - 1980     MARK NOT FOUND   NGS
 DT0161
 DT0161                          STATION DESCRIPTION
 DT0161
 DT0161'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DT0161'4.2 MI W FROM RESERVE.
 DT0161'4.2 MI WEST ALONG STATE HWY. NO. 12 FROM POST OFFICE. ON STATE HWY.
 DT0161'NO. 12, ABOUT 0.1 MI EAST OF A RANCH HOUSE (THAT IS LOCATED ABOUT 100
 DT0161'FEET SOUTHEAST OF A SMALL HILL IN A LARGE OPEN FENCED FIELD).  ABOUT
 DT0161'70 FEET NORTHWEST OF THE JUNCTION OF A STEAM COURSE FROM THE NORTH
 DT0161'(S.U CANYON) AND ONE PARALLEL TO THE HWY.  ABOUT 45 FEET WEST OF A
 DT0161'POORLY DEFINED WEST BANK OF THE S.U. CANYON STREAM COURSE AND ABOUT 25
 DT0161'FEET NORTH OF THE NORTH BANK OF THE OTHER STREAM.  282 FEET WEST OF A
 DT0161'CATTLE GUARD, AND ABOUT 13 FEET SOUTH OF THE CENTER LINE OF THE HWY.
 DT0161'STAND. TABLET SET IN TOP OF A ROUNDED BOULDER OF REDDISH RHYOLITE 3
 DT0161'FEET X 4 FEET AND 2 FEET ABOVE THE GROUND SURFACE.
 DT0161
 DT0161                          STATION RECOVERY (1980)
 DT0161
 DT0161'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DT0161'A THOROUGH SEARCH OF THE AREA REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0095 ***********************************************************************
 EQ0095  DESIGNATION -  6121
 EQ0095  PID         -  EQ0095
 EQ0095  STATE/COUNTY-  NM/TORRANCE
 EQ0095  USGS QUAD   -  ESTANCIA (1986)
 EQ0095
 EQ0095                         *CURRENT SURVEY CONTROL
 EQ0095  ___________________________________________________________________
 EQ0095* NAD 83(1986)-  34 45 13.     (N)    106 04 44.     (W)     SCALED    
 EQ0095* NAVD 88     -      1874.184  (meters)    6148.89   (feet)  ADJUSTED  
 EQ0095  ___________________________________________________________________
 EQ0095  GEOID HEIGHT-         -19.81  (meters)                     GEOID03
 EQ0095  DYNAMIC HT  -        1871.518 (meters)    6140.14  (feet)  COMP
 EQ0095  MODELED GRAV-     979,145.5   (mgal)                       NAVD 88
 EQ0095
 EQ0095  VERT ORDER  -  SECOND    CLASS 0
 EQ0095
 EQ0095.The horizontal coordinates were scaled from a topographic map and have
 EQ0095.an estimated accuracy of +/- 6 seconds.
 EQ0095
 EQ0095.The orthometric height was determined by differential leveling
 EQ0095.and adjusted by the National Geodetic Survey in June 1991..
 EQ0095
 EQ0095.The geoid height was determined by GEOID03.
 EQ0095
 EQ0095.The dynamic height is computed by dividing the NAVD 88
 EQ0095.geopotential number by the normal gravity value computed on the
 EQ0095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0095.degrees latitude (g = 980.6199 gals.).
 EQ0095
 EQ0095.The modeled gravity was interpolated from observed gravity values.
 EQ0095
 EQ0095;                    North         East    Units  Estimated Accuracy
 EQ0095;SPC NM C     -   416,260.      515,670.      MT  (+/- 180 meters Scaled)
 EQ0095
 EQ0095                          SUPERSEDED SURVEY CONTROL
 EQ0095
 EQ0095  NGVD 29 (??/??/92) 1873.333  (m)         6146.09   (f) ADJ UNCH    2 0
 EQ0095
 EQ0095.Superseded values are not recommended for survey control.
 EQ0095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0095.See file dsdata.txt to determine how the superseded data were derived.
 EQ0095
 EQ0095_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDU012462(NAD 83)
 EQ0095_MARKER: N = NAIL
 EQ0095_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EQ0095_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EQ0095_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EQ0095
 EQ0095  HISTORY     - Date     Condition        Report By
 EQ0095  HISTORY     - UNK      MONUMENTED       USGS
 EQ0095  HISTORY     - 1935     GOOD             NGS
 EQ0095
 EQ0095                          STATION DESCRIPTION
 EQ0095
 EQ0095'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 EQ0095'1.4 MI W FROM ESTANCIA.
 EQ0095'1.4 MI. W. ALONG STATE NO. 15 ABOUT 35 FT. S.W. OF CROSS-ROADS, ABOUT
 EQ0095'30 FT. S. OF CENTER LINE OF HWY., AND 8 FT. S.W. OF FENCE CORNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0094 ***********************************************************************
 EQ0094  DESIGNATION -  6135
 EQ0094  PID         -  EQ0094
 EQ0094  STATE/COUNTY-  NM/TORRANCE
 EQ0094  USGS QUAD   -  ESTANCIA (1986)
 EQ0094
 EQ0094                         *CURRENT SURVEY CONTROL
 EQ0094  ___________________________________________________________________
 EQ0094* NAD 83(1986)-  34 45 16.     (N)    106 04 22.     (W)     SCALED    
 EQ0094* NAVD 88     -      1871.154  (meters)    6138.94   (feet)  ADJUSTED  
 EQ0094  ___________________________________________________________________
 EQ0094  GEOID HEIGHT-         -19.81  (meters)                     GEOID03
 EQ0094  DYNAMIC HT  -        1868.492 (meters)    6130.21  (feet)  COMP
 EQ0094  MODELED GRAV-     979,145.6   (mgal)                       NAVD 88
 EQ0094
 EQ0094  VERT ORDER  -  SECOND    CLASS 0
 EQ0094
 EQ0094.The horizontal coordinates were scaled from a topographic map and have
 EQ0094.an estimated accuracy of +/- 6 seconds.
 EQ0094
 EQ0094.The orthometric height was determined by differential leveling
 EQ0094.and adjusted by the National Geodetic Survey in June 1991..
 EQ0094
 EQ0094.The geoid height was determined by GEOID03.
 EQ0094
 EQ0094.The dynamic height is computed by dividing the NAVD 88
 EQ0094.geopotential number by the normal gravity value computed on the
 EQ0094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0094.degrees latitude (g = 980.6199 gals.).
 EQ0094
 EQ0094.The modeled gravity was interpolated from observed gravity values.
 EQ0094
 EQ0094;                    North         East    Units  Estimated Accuracy
 EQ0094;SPC NM C     -   416,350.      516,230.      MT  (+/- 180 meters Scaled)
 EQ0094
 EQ0094                          SUPERSEDED SURVEY CONTROL
 EQ0094
 EQ0094  NGVD 29 (??/??/92) 1870.303  (m)         6136.15   (f) ADJ UNCH    2 0
 EQ0094
 EQ0094.Superseded values are not recommended for survey control.
 EQ0094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0094.See file dsdata.txt to determine how the superseded data were derived.
 EQ0094
 EQ0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDU018463(NAD 83)
 EQ0094_MARKER: N = NAIL
 EQ0094_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EQ0094_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EQ0094_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EQ0094
 EQ0094  HISTORY     - Date     Condition        Report By
 EQ0094  HISTORY     - UNK      MONUMENTED       USGS
 EQ0094  HISTORY     - 1935     GOOD             NGS
 EQ0094  HISTORY     - 20050525 POOR             USPSQD
 EQ0094
 EQ0094                          STATION DESCRIPTION
 EQ0094
 EQ0094'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 EQ0094'1.0 MI W FROM ESTANCIA.
 EQ0094'1.0 MI. W. ALONG STATE 15 FROM JCT. WITH U.S. NO. 366 ABOUT 340 FT.
 EQ0094'N.E. OF FARMHOUSE ON S SIDE OF ROAD, ABOUT 36 FT. N. OF CENTER LINE OF
 EQ0094'HWY., 8 FT. N. OF TELEPHONE LINE AND 1 FT. N.W. OF FENCE CORNER.
 EQ0094
 EQ0094                          STATION RECOVERY (2005)
 EQ0094
 EQ0094'RECOVERY NOTE BY US POWER SQUADRON 2005 (RPJ)
 EQ0094'THE MARK HAS BEEN BENT TO THE NORTHWEST ABOUT 4 INCHES.  NO TELEPHONE
 EQ0094'LINE EXISTS.  STATE HWY 15 IS NOW STATE HWY 55.  MARKER IS 4 FEET FROM
 EQ0094'FENCE CORNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0203 ***********************************************************************
 GM0203  DESIGNATION -  6164
 GM0203  PID         -  GM0203
 GM0203  STATE/COUNTY-  NM/COLFAX
 GM0203  USGS QUAD   -  COLFAX (1971)
 GM0203
 GM0203                         *CURRENT SURVEY CONTROL
 GM0203  ___________________________________________________________________
 GM0203* NAD 83(1986)-  36 35 55.     (N)    104 44 14.     (W)     SCALED    
 GM0203* NAVD 88     -      1880.040  (meters)    6168.10   (feet)  ADJUSTED  
 GM0203  ___________________________________________________________________
 GM0203  GEOID HEIGHT-         -18.15  (meters)                     GEOID03
 GM0203  DYNAMIC HT  -        1877.672 (meters)    6160.33  (feet)  COMP
 GM0203  MODELED GRAV-     979,304.7   (mgal)                       NAVD 88
 GM0203
 GM0203  VERT ORDER  -  FIRST     CLASS II
 GM0203
 GM0203.The horizontal coordinates were scaled from a topographic map and have
 GM0203.an estimated accuracy of +/- 6 seconds.
 GM0203
 GM0203.The orthometric height was determined by differential leveling
 GM0203.and adjusted by the National Geodetic Survey in June 1991..
 GM0203
 GM0203.The geoid height was determined by GEOID03.
 GM0203
 GM0203.The dynamic height is computed by dividing the NAVD 88
 GM0203.geopotential number by the normal gravity value computed on the
 GM0203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GM0203.degrees latitude (g = 980.6199 gals.).
 GM0203
 GM0203.The modeled gravity was interpolated from observed gravity values.
 GM0203
 GM0203;                    North         East    Units  Estimated Accuracy
 GM0203;SPC NM E     -   621,010.      128,860.      MT  (+/- 180 meters Scaled)
 GM0203
 GM0203                          SUPERSEDED SURVEY CONTROL
 GM0203
 GM0203.No superseded survey control is available for this station.
 GM0203
 GM0203_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEA235503(NAD 83)
 GM0203_MARKER: DD = SURVEY DISK
 GM0203_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GM0203_SP_SET: BRIDGE
 GM0203_STAMPING: 6164
 GM0203_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GM0203
 GM0203  HISTORY     - Date     Condition        Report By
 GM0203  HISTORY     - UNK      MONUMENTED       USGS
 GM0203  HISTORY     - 1934     GOOD             NGS
 GM0203
 GM0203                          STATION DESCRIPTION
 GM0203
 GM0203'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GM0203'IN COLFAX.
 GM0203'SET ALONG RIGHT OF WAY OF SO. PACIFIC R.R. COLFAX, N.M., 600 FT. N. OF
 GM0203'STA., IN S. END OF CONCRETE E. SIDE OF HIGHWAY BRIDGE OVER RIO
 GM0203'VERMEJO.  BRONZE TABLET STAMPED 6164.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0156 ***********************************************************************
 DT0156  DESIGNATION -  6174
 DT0156  PID         -  DT0156
 DT0156  STATE/COUNTY-  NM/CATRON
 DT0156  USGS QUAD   -  RESERVE (1965)
 DT0156
 DT0156                         *CURRENT SURVEY CONTROL
 DT0156  ___________________________________________________________________
 DT0156* NAD 83(1986)-  33 40 00.     (N)    108 52 10.     (W)     SCALED    
 DT0156* NAVD 88     -      1883.059  (meters)    6178.00   (feet)  ADJUSTED  
 DT0156  ___________________________________________________________________
 DT0156  GEOID HEIGHT-         -22.88  (meters)                     GEOID03
 DT0156  DYNAMIC HT  -        1880.150 (meters)    6168.46  (feet)  COMP
 DT0156  MODELED GRAV-     979,025.2   (mgal)                       NAVD 88
 DT0156
 DT0156  VERT ORDER  -  FIRST     CLASS II
 DT0156
 DT0156.The horizontal coordinates were scaled from a topographic map and have
 DT0156.an estimated accuracy of +/- 6 seconds.
 DT0156
 DT0156.The orthometric height was determined by differential leveling
 DT0156.and adjusted by the National Geodetic Survey in June 1991..
 DT0156
 DT0156.The geoid height was determined by GEOID03.
 DT0156
 DT0156.The dynamic height is computed by dividing the NAVD 88
 DT0156.geopotential number by the normal gravity value computed on the
 DT0156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0156.degrees latitude (g = 980.6199 gals.).
 DT0156
 DT0156.The modeled gravity was interpolated from observed gravity values.
 DT0156
 DT0156;                    North         East    Units  Estimated Accuracy
 DT0156;SPC NM W     -   296,170.      733,910.      MT  (+/- 180 meters Scaled)
 DT0156
 DT0156                          SUPERSEDED SURVEY CONTROL
 DT0156
 DT0156  NGVD 29 (??/??/92) 1882.163  (m)         6175.06   (f) ADJ UNCH    1 2
 DT0156
 DT0156.Superseded values are not recommended for survey control.
 DT0156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0156.See file dsdata.txt to determine how the superseded data were derived.
 DT0156
 DT0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC975272(NAD 83)
 DT0156_MARKER: DD = SURVEY DISK
 DT0156_SETTING: 66 = SET IN ROCK OUTCROP
 DT0156_SP_SET: ROCK OUTCROP
 DT0156_STAMPING: EL. 6174
 DT0156_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DT0156+STABILITY: POSITION/ELEVATION WELL
 DT0156
 DT0156  HISTORY     - Date     Condition        Report By
 DT0156  HISTORY     - UNK      MONUMENTED       USGS
 DT0156  HISTORY     - 1934     GOOD             NGS
 DT0156  HISTORY     - 1980     GOOD             NGS
 DT0156
 DT0156                          STATION DESCRIPTION
 DT0156
 DT0156'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DT0156'9.3 MI S FROM RESERVE.
 DT0156'9.3 MILES SOUTH OF ALONG STATE HWY. NO. 12 AND NO. 11 FROM POST
 DT0156'OFFICE.  0.9 OF A MILE NORTH OF PINE LAWN CAMP.  OPPOSITE MORE
 DT0156'NORTHERLY OF TWO CONCRETE BRIDGE THAT ARE 150 FT. APART. 103 FT. WEST
 DT0156'OF CENTER LINE OF HWY. NO. 11. 23 FT. WEST OF FENCE LINE.  ON SOUTH
 DT0156'BANK OF LEGGETT CREEK.  ON TOP OF VOLCANIC ROCK OUTCROP.  3 FT. SOUTH
 DT0156'OF EDGE OF OUTCROP AND ABOUT 4 FT. ABOVE LEVEL OF CREEK BOTTOM.
 DT0156
 DT0156                          STATION RECOVERY (1980)
 DT0156
 DT0156'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DT0156'0.2 KILOMETER (0.1 MILE) NORTH ALONG STATE HIGHWAY 435 FROM THE CATRON
 DT0156'COUNTY COURTHOUSE IN RESERVE, THENCE 11.3 KILOMETERS (7.0 MILES) WEST
 DT0156'AND SOUTHWEST ALONG STATE HIGHWAY 12, THENCE 2.7 KILOMETERS (1.7
 DT0156'MILES) SOUTH AND SOUTHWEST ALONG U.S. HIGHWAY 180, IN THE TOP OF A
 DT0156'ROCK OUTCROP OPPOSITE THE NORTHERNMOST OF TWO BRIDGES OVER LEGGETT
 DT0156'CREEK, 35.4 METERS (116.0 FEET) WEST OF THE CENTERLINE OF THE HIGHWAY,
 DT0156'30.8 METERS (101.0 FEET) WEST OF THE SOUTHWEST CORNER OF THE BRIDGE,
 DT0156'7.0 METERS (23.0 FEET) WEST OF A RIGHT-OF-WAY FENCE AND 0.9 METER
 DT0156'(3.0 FEET) SOUTH OF THE SOUTH EDGE OF THE CREEK.
 DT0156'THE MARK IS 0.3 M ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0743 ***********************************************************************
 EQ0743  DESIGNATION -  6185=CANAS
 EQ0743  PID         -  EQ0743
 EQ0743  STATE/COUNTY-  NM/SOCORRO
 EQ0743  USGS QUAD   -  BUSTOS WELL (1972)
 EQ0743
 EQ0743                         *CURRENT SURVEY CONTROL
 EQ0743  ___________________________________________________________________
 EQ0743* NAD 83(1992)-  34 04 50.55117(N)    106 44 14.39684(W)     ADJUSTED  
 EQ0743* NAVD 88     -      1890.9    (meters)    6204.     (feet)  VERTCON   
 EQ0743  ___________________________________________________________________
 EQ0743  LAPLACE CORR-           5.73  (seconds)                    DEFLEC99
 EQ0743  GEOID HEIGHT-         -21.75  (meters)                     GEOID03
 EQ0743
 EQ0743  HORZ ORDER  -  FIRST
 EQ0743
 EQ0743.The horizontal coordinates were established by classical geodetic methods
 EQ0743.and adjusted by the National Geodetic Survey in December 1993..
 EQ0743
 EQ0743.The NAVD 88 height was computed by applying the VERTCON shift value to
 EQ0743.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EQ0743
 EQ0743.The Laplace correction was computed from DEFLEC99 derived deflections.
 EQ0743
 EQ0743.The geoid height was determined by GEOID03.
 EQ0743
 EQ0743;                    North         East     Units Scale Factor Converg.
 EQ0743;SPC NM C     -   341,712.592   455,024.814   MT  0.99992493   -0 16 23.1
 EQ0743;SPC NM C     - 1,121,102.06  1,492,860.58   sFT  0.99992493   -0 16 23.1
 EQ0743;UTM  13      - 3,772,466.926   339,703.796   MT  0.99991675   -0 58 25.5
 EQ0743
 EQ0743!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EQ0743!SPC NM C     -   0.99970666  x   0.99992493  =   0.99963162
 EQ0743!UTM  13      -   0.99970666  x   0.99991675  =   0.99962344
 EQ0743
 EQ0743:                Primary Azimuth Mark                     Grid Az
 EQ0743:SPC NM C     -  CANAS AZ MK                              070 28 26.8
 EQ0743:UTM  13      -  CANAS AZ MK                              071 10 29.2
 EQ0743
 EQ0743|---------------------------------------------------------------------|
 EQ0743| PID    Reference Object                     Distance      Geod. Az  |
 EQ0743|                                                           dddmmss.s |
 EQ0743| CD1737 CANAS AZ MK                                        0701203.7 |
 EQ0743| CD1738 CANAS RM 1                           25.649 METERS 07056     |
 EQ0743| CD1739 CANAS RM 2                           11.323 METERS 19543     |
 EQ0743| EQ0751 SOCORRO N MEX MIN TECH LAB TWR      APPROX.15.8 KM 2641802.3 |
 EQ0743| EQ0747 EL PASO PUEBLO AWY BCN 17           APPROX.13.7 KM 3483503.4 |
 EQ0743|---------------------------------------------------------------------|
 EQ0743
 EQ0743                          SUPERSEDED SURVEY CONTROL
 EQ0743
 EQ0743  NAD 83(1986)-  34 04 50.55749(N)    106 44 14.39888(W) AD(       ) 1
 EQ0743  NAD 27      -  34 04 50.31080(N)    106 44 12.32910(W) AD(       ) 1
 EQ0743  NGVD 29 (07/19/86) 1890.1    (m)         6201.     (f) VERT ANG       
 EQ0743
 EQ0743.Superseded values are not recommended for survey control.
 EQ0743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0743.See file dsdata.txt to determine how the superseded data were derived.
 EQ0743
 EQ0743_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT3970472467(NAD 83)
 EQ0743_MARKER: DD = SURVEY DISK
 EQ0743_SETTING: 66 = SET IN ROCK OUTCROP
 EQ0743
 EQ0743  HISTORY     - Date     Condition        Report By
 EQ0743  HISTORY     - 1954     MONUMENTED       USGS
 EQ0743  HISTORY     - 1973     GOOD             NGS
 EQ0743
 EQ0743                          STATION DESCRIPTION
 EQ0743
 EQ0743'DESCRIBED BY US GEOLOGICAL SURVEY 1954 (WRH)
 EQ0743'THE STATION IS LOCATED ON THE TOP OF THE NORTHERN AND SLIGHTLY
 EQ0743'LOWER ONE OF TWO ROCKY PEAKS THAT ARE ABOUT 1/4 MILE APART.
 EQ0743'IT IS ABOUT 9 MILES AIRLINE EAST OF SOCORRO, ABOUT 13 MILES
 EQ0743'AIRLINE NORTHEAST OF SAN ANTONIO, AND ABOUT 14 MILES AIRLINE
 EQ0743'SOUTHEAST OF SAN ACACIA.
 EQ0743'
 EQ0743'TO REACH THE STATION FROM THE POST OFFICE IN SAN ANTONIO
 EQ0743'GO NORTH ON U.S. HIGHWAY 85 FOR 0.6 MILE TO A CROSS ROAD.
 EQ0743'TURN RIGHT ONTO U.S. HIGHWAY 380 AND GO EAST 10.3 MILES TO
 EQ0743'A SIDE ROAD ON THE LEFT.  TURN LEFT, PASS THROUGH A GATE AND
 EQ0743'GO NORTH 2.2 MILES TO A FORK.  KEEP STRAIGHT AHEAD ON THE
 EQ0743'LEFT FORK AND GO NORTH 3.5 MILES TO A GATE.  PASS THROUGH
 EQ0743'THE GATE AND GO NORTH 0.7 MILE TO A CROSS ROAD.  KEEP STRAIGHT
 EQ0743'AHEAD, NORTH, AND GO 2.9 MILES TO A FORK.  TAKE THE LEFT FORK
 EQ0743'AND GO NORTHWEST 0.4 MILE TO A GATE.  PASS THROUGH THE GATE
 EQ0743'AND GO WEST 3.4 MILES TO A RANCH.  PASS TO THE RIGHT OF THE
 EQ0743'SMALL RANCH HOUSE AND KEEP STRAIGHT AHEAD NORTHWEST 2.2
 EQ0743'MILES TO A GATE.  PASS THROUGH THE GATE AND GO NORTHWEST
 EQ0743'0.9 MILE.  (TURN RIGHT AND GO EAST-NORTHEAST CROSS
 EQ0743'COUNTRY 0.1 MILE TO THE TOP OF A LOW HILL, A CAIRN, AND
 EQ0743'THE AZIMUTH MARK.) TURN LEFT AND GO WEST-SOUTHWEST CROSS
 EQ0743'COUNTRY 0.4 MILE TO THE BASE OF A ROCKY HILL.  PACK
 EQ0743'ABOUT 1/2 HOUR AROUND THE NORTH SIDE OF THE FIRST HILL AND
 EQ0743'UP TO AN EAST-WEST FENCE LINE IN A SADDLE.  CROSS THE FENCE
 EQ0743'AND PACK WEST-SOUTHWEST TO THE CREST OF A ROCKY RIDGE,
 EQ0743'THEN DROP INTO A SADDLE AND PACK WEST-SOUTHWEST UP A
 EQ0743'FENCE LINE TO THE HIGHEST POINT AND THE STATION.
 EQ0743'
 EQ0743'THE STATION MARK IS A U.S. GEOLOGICAL SURVEY DISK STAMPED
 EQ0743'6185 VA CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT
 EQ0743'PROJECTS 18 INCHES ABOVE THE GROUND.  IT IS 8 FEET SOUTH OF
 EQ0743'A FENCE LINE AND ABOUT 50 FEET SOUTH OF AND 2 FEET LOWER THAN
 EQ0743'THE HIGHEST POINT OF THE PEAK.
 EQ0743'
 EQ0743'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED CANAS
 EQ0743'USGS NO 1 1954 CEMENTED IN A DRILL HOLE IN TOP OF A BOULDER
 EQ0743'THAT PROJECTS 3 INCHES ABOVE THE GROUND AND IS 6 FEET LOWER
 EQ0743'THAN THE STATION.
 EQ0743'
 EQ0743'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED CANAS USGS
 EQ0743'NO 2 1954 CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK
 EQ0743'THAT PROJECTS 1 FOOT ABOVE THE SURROUNDING ROCKS.  IT IS 1
 EQ0743'FOOT LOWER THAN THE STATION.
 EQ0743'
 EQ0743'THE AZIMUTH MARK IS A STANDARD DISK STAMPED CANAS USGS 1954
 EQ0743'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT PROJECTS
 EQ0743'2 INCHES ABOVE THE GROUND.  IT IS 5 FEET NORTH OF A 2-FOOT
 EQ0743'CAIRN.
 EQ0743
 EQ0743                          STATION RECOVERY (1973)
 EQ0743
 EQ0743'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CWW)
 EQ0743'THE STATION, REFERENCE MARKS AND AZIMUTH WERE FOUND AS
 EQ0743'DESCRIBED.  THE STATION MARK HAS BEEN BATTERED, ALL OTHER MARKS ARE
 EQ0743'IN GOOD CONDITION.
 EQ0743'
 EQ0743'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 EQ0743'9 MILES E OF SOCORRO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0096 ***********************************************************************
 EQ0096  DESIGNATION -  6196
 EQ0096  PID         -  EQ0096
 EQ0096  STATE/COUNTY-  NM/TORRANCE
 EQ0096  USGS QUAD   -  ESTANCIA (1986)
 EQ0096
 EQ0096                         *CURRENT SURVEY CONTROL
 EQ0096  ___________________________________________________________________
 EQ0096* NAD 83(1986)-  34 45 14.     (N)    106 05 47.     (W)     SCALED    
 EQ0096* NAVD 88     -      1889.716  (meters)    6199.84   (feet)  ADJUSTED  
 EQ0096  ___________________________________________________________________
 EQ0096  GEOID HEIGHT-         -19.80  (meters)                     GEOID03
 EQ0096  DYNAMIC HT  -        1887.028 (meters)    6191.02  (feet)  COMP
 EQ0096  MODELED GRAV-     979,144.7   (mgal)                       NAVD 88
 EQ0096
 EQ0096  VERT ORDER  -  SECOND    CLASS 0
 EQ0096
 EQ0096.The horizontal coordinates were scaled from a topographic map and have
 EQ0096.an estimated accuracy of +/- 6 seconds.
 EQ0096
 EQ0096.The orthometric height was determined by differential leveling
 EQ0096.and adjusted by the National Geodetic Survey in June 1991..
 EQ0096
 EQ0096.The geoid height was determined by GEOID03.
 EQ0096
 EQ0096.The dynamic height is computed by dividing the NAVD 88
 EQ0096.geopotential number by the normal gravity value computed on the
 EQ0096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0096.degrees latitude (g = 980.6199 gals.).
 EQ0096
 EQ0096.The modeled gravity was interpolated from observed gravity values.
 EQ0096
 EQ0096;                    North         East    Units  Estimated Accuracy
 EQ0096;SPC NM C     -   416,290.      514,060.      MT  (+/- 180 meters Scaled)
 EQ0096
 EQ0096                          SUPERSEDED SURVEY CONTROL
 EQ0096
 EQ0096  NGVD 29 (??/??/92) 1888.863  (m)         6197.04   (f) ADJ UNCH    2 0
 EQ0096
 EQ0096.Superseded values are not recommended for survey control.
 EQ0096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0096.See file dsdata.txt to determine how the superseded data were derived.
 EQ0096
 EQ0096_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU996462(NAD 83)
 EQ0096_MARKER: R = RIVET
 EQ0096_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EQ0096_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EQ0096_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EQ0096
 EQ0096  HISTORY     - Date     Condition        Report By
 EQ0096  HISTORY     - UNK      MONUMENTED       USGS
 EQ0096  HISTORY     - 1935     GOOD             NGS
 EQ0096
 EQ0096                          STATION DESCRIPTION
 EQ0096
 EQ0096'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 EQ0096'2.4 MI W FROM ESTANCIA.
 EQ0096'2.4 MI. W. ALONG STATE NO. 15 ABOUT 40 FT. S.W. OF CROSS-ROAD
 EQ0096'INTERSECTION, ABOUT 30 FT. S. OF CENTER LINE OF HWY. AND 4 FT. S.W. OF
 EQ0096'FENCE CORNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0721 ***********************************************************************
 DR0721  DESIGNATION -  6230 63 WA
 DR0721  PID         -  DR0721
 DR0721  STATE/COUNTY-  NM/LINCOLN
 DR0721  USGS QUAD   -  CAPITAN (1973)
 DR0721
 DR0721                         *CURRENT SURVEY CONTROL
 DR0721  ___________________________________________________________________
 DR0721* NAD 83(1986)-  33 31 33.     (N)    105 30 28.     (W)     SCALED    
 DR0721* NAVD 88     -      1899.705  (meters)    6232.62   (feet)  ADJUSTED  
 DR0721  ___________________________________________________________________
 DR0721  GEOID HEIGHT-         -19.81  (meters)                     GEOID03
 DR0721  DYNAMIC HT  -        1896.874 (meters)    6223.33  (feet)  COMP
 DR0721  MODELED GRAV-     979,078.0   (mgal)                       NAVD 88
 DR0721
 DR0721  VERT ORDER  -  SECOND    CLASS 0
 DR0721
 DR0721.The horizontal coordinates were scaled from a topographic map and have
 DR0721.an estimated accuracy of +/- 6 seconds.
 DR0721
 DR0721.The orthometric height was determined by differential leveling
 DR0721.and adjusted by the National Geodetic Survey in June 1991..
 DR0721
 DR0721.The geoid height was determined by GEOID03.
 DR0721
 DR0721.The dynamic height is computed by dividing the NAVD 88
 DR0721.geopotential number by the normal gravity value computed on the
 DR0721.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0721.degrees latitude (g = 980.6199 gals.).
 DR0721
 DR0721.The modeled gravity was interpolated from observed gravity values.
 DR0721
 DR0721;                    North         East    Units  Estimated Accuracy
 DR0721;SPC NM C     -   280,310.      568,940.      MT  (+/- 180 meters Scaled)
 DR0721
 DR0721                          SUPERSEDED SURVEY CONTROL
 DR0721
 DR0721  NGVD 29 (??/??/92) 1898.975  (m)         6230.22   (f) ADJ UNCH    2 0
 DR0721
 DR0721.Superseded values are not recommended for survey control.
 DR0721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0721.See file dsdata.txt to determine how the superseded data were derived.
 DR0721
 DR0721_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDT528096(NAD 83)
 DR0721_MARKER: DD = SURVEY DISK
 DR0721_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR0721_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DR0721_STAMPING: 6230 63WA
 DR0721_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR0721+STABILITY: SURFACE MOTION
 DR0721
 DR0721  HISTORY     - Date     Condition        Report By
 DR0721  HISTORY     - UNK      MONUMENTED       USGS
 DR0721  HISTORY     - 1934     GOOD             NGS
 DR0721
 DR0721                          STATION DESCRIPTION
 DR0721
 DR0721'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DR0721'4.4 MI E FROM CAPITAN.
 DR0721'4.4 MI EAST ON US HWY NO. 380 AT THE SUMMIT OF A HILL, 72 FEET NORTH
 DR0721'OF THE INTERSECTION OF THE HIGHWAY AND A ROAD SOUTH TO FORT STANTON, 2
 DR0721'FEET SOUTH OF A FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0088 ***********************************************************************
 FP0088  DESIGNATION -  6281 RESET
 FP0088  PID         -  FP0088
 FP0088  STATE/COUNTY-  NM/MCKINLEY
 FP0088  USGS QUAD   -  ZUNI (1972)
 FP0088
 FP0088                         *CURRENT SURVEY CONTROL
 FP0088  ___________________________________________________________________
 FP0088* NAD 83(1986)-  35 04 10.     (N)    108 50 53.     (W)     SCALED    
 FP0088* NAVD 88     -      1915.716  (meters)    6285.14   (feet)  ADJUSTED  
 FP0088  ___________________________________________________________________
 FP0088  GEOID HEIGHT-         -22.03  (meters)                     GEOID03
 FP0088  DYNAMIC HT  -        1912.970 (meters)    6276.14  (feet)  COMP
 FP0088  MODELED GRAV-     979,133.3   (mgal)                       NAVD 88
 FP0088
 FP0088  VERT ORDER  -  SECOND    CLASS 0
 FP0088
 FP0088.The horizontal coordinates were scaled from a topographic map and have
 FP0088.an estimated accuracy of +/- 6 seconds.
 FP0088
 FP0088.The orthometric height was determined by differential leveling
 FP0088.and adjusted by the National Geodetic Survey in June 1991..
 FP0088
 FP0088.The geoid height was determined by GEOID03.
 FP0088
 FP0088.The dynamic height is computed by dividing the NAVD 88
 FP0088.geopotential number by the normal gravity value computed on the
 FP0088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0088.degrees latitude (g = 980.6199 gals.).
 FP0088
 FP0088.The modeled gravity was interpolated from observed gravity values.
 FP0088
 FP0088;                    North         East    Units  Estimated Accuracy
 FP0088;SPC NM W     -   451,760.      737,450.      MT  (+/- 180 meters Scaled)
 FP0088
 FP0088                          SUPERSEDED SURVEY CONTROL
 FP0088
 FP0088  NGVD 29 (??/??/92) 1914.783  (m)         6282.08   (f) ADJ UNCH    2 0
 FP0088
 FP0088.Superseded values are not recommended for survey control.
 FP0088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0088.See file dsdata.txt to determine how the superseded data were derived.
 FP0088
 FP0088_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXD962828(NAD 83)
 FP0088_MARKER: DD = SURVEY DISK
 FP0088_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FP0088_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FP0088_STAMPING: 6281
 FP0088_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FP0088
 FP0088  HISTORY     - Date     Condition        Report By
 FP0088  HISTORY     - 1958     MONUMENTED       LOCENG
 FP0088  HISTORY     - 1958     POOR             NGS
 FP0088
 FP0088                          STATION DESCRIPTION
 FP0088
 FP0088'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 FP0088'IN ZUNI PUEBLO.
 FP0088'AT ZUNI, MCKINLEY COUNTY, ON STATE HIGHWAY 53, 0.4 MILE NORTHEAST OF
 FP0088'THE CHRISTIAN REFORMED CHURCH MISSION, 118 FEET NORTH OF THE
 FP0088'CENTERLINE OF THE HIGHWAY, IN FRONT OF THE C.G. WALLACE STORE AND POST
 FP0088'OFFICE, A U.S.G.S. STANDARD CAP, STAMPED 6281.  NOTE-- THE STATION HAS
 FP0088'BEEN MOVED SEVERAL FEET SOUTH OF ITS ORIGINAL SITE DUE TO THE
 FP0088'RENOVATION OF THE C.G. WALLACE STORE.  THE STATION WAS MOVED BY THE
 FP0088'OWNER OF THE STORE AT THE TIME OF THE RENOVATION AND THE ELEVATION IS
 FP0088'NO LONGER RELIABLE.  STATION PRESENTLY IS LOCATED ON THE FRONT PORCH
 FP0088'OF THE C.G. WALLACE STORE AND ABOUT 1 FOOT IN FRONT OF AND TO THE
 FP0088'RIGHT OF THE MAIN ENTRANCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0621 ***********************************************************************
 DR0621  DESIGNATION -  6295.01
 DR0621  PID         -  DR0621
 DR0621  STATE/COUNTY-  NM/LINCOLN
 DR0621  USGS QUAD   -  RUIDOSO DOWNS (1963)
 DR0621
 DR0621                         *CURRENT SURVEY CONTROL
 DR0621  ___________________________________________________________________
 DR0621* NAD 83(1986)-  33 20 43.     (N)    105 34 21.     (W)     SCALED    
 DR0621* NAVD 88     -      1912.556  (meters)    6274.78   (feet)  ADJUSTED  
 DR0621  ___________________________________________________________________
 DR0621  GEOID HEIGHT-         -19.54  (meters)                     GEOID03
 DR0621  DYNAMIC HT  -        1909.681 (meters)    6265.35  (feet)  COMP
 DR0621  MODELED GRAV-     979,064.6   (mgal)                       NAVD 88
 DR0621
 DR0621  VERT ORDER  -  FIRST     CLASS II
 DR0621
 DR0621.The horizontal coordinates were scaled from a topographic map and have
 DR0621.an estimated accuracy of +/- 6 seconds.
 DR0621
 DR0621.The orthometric height was determined by differential leveling
 DR0621.and adjusted by the National Geodetic Survey in June 1991..
 DR0621
 DR0621.The geoid height was determined by GEOID03.
 DR0621
 DR0621.The dynamic height is computed by dividing the NAVD 88
 DR0621.geopotential number by the normal gravity value computed on the
 DR0621.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0621.degrees latitude (g = 980.6199 gals.).
 DR0621
 DR0621.The modeled gravity was interpolated from observed gravity values.
 DR0621
 DR0621;                    North         East    Units  Estimated Accuracy
 DR0621;SPC NM C     -   260,250.      563,060.      MT  (+/- 180 meters Scaled)
 DR0621
 DR0621                          SUPERSEDED SURVEY CONTROL
 DR0621
 DR0621  NGVD 29 (??/??/92) 1911.850  (m)         6272.46   (f) ADJ UNCH    1 2
 DR0621
 DR0621.Superseded values are not recommended for survey control.
 DR0621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0621.See file dsdata.txt to determine how the superseded data were derived.
 DR0621
 DR0621_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDS467897(NAD 83)
 DR0621_MARKER: DD = SURVEY DISK
 DR0621_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DR0621_SP_SET: BRIDGE
 DR0621_STAMPING: 6295.01 1931
 DR0621_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR0621
 DR0621  HISTORY     - Date     Condition        Report By
 DR0621  HISTORY     - 1931     MONUMENTED       BPR
 DR0621  HISTORY     - 1934     GOOD             NGS
 DR0621  HISTORY     - 1963     MARK NOT FOUND   USGS
 DR0621
 DR0621                          STATION DESCRIPTION
 DR0621
 DR0621'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DR0621'20.4 MI NE FROM MESCALERO.
 DR0621'IN LINCOLN COUNTY, 20.4 MILES NORTHEAST ALONG U.S. HIGHWAY 70 FROM
 DR0621'MESCALERO, OTERO COUNTY, 1.5 MILES SOUTHWEST OF THE WAYSIDE GROCERY
 DR0621'STORE, AT A 16-FOOT T-BEAM BRIDGE WITH STONE ABUTMENTS, AND IN THE TOP
 DR0621'OF THE WEST END OF THE SOUTH CONCRETE HANDRAIL.  A UNITED STATES
 DR0621'BUREAU OF PUBLIC ROADS STANDARD DISK, STAMPED 6295.01 1931.
 DR0621
 DR0621                          STATION RECOVERY (1963)
 DR0621
 DR0621'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 DR0621'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0161 ***********************************************************************
 CY0161  DESIGNATION -  63 H
 CY0161  PID         -  CY0161
 CY0161  STATE/COUNTY-  NM/HIDALGO
 CY0161  USGS QUAD   -  GARY (1980)
 CY0161
 CY0161                         *CURRENT SURVEY CONTROL
 CY0161  ___________________________________________________________________
 CY0161* NAD 83(1986)-  32 21 24.     (N)    108 45 20.     (W)     SCALED    
 CY0161* NAVD 88     -      1301.378  (meters)    4269.60   (feet)  ADJUSTED  
 CY0161  ___________________________________________________________________
 CY0161  GEOID HEIGHT-         -25.57  (meters)                     GEOID03
 CY0161  DYNAMIC HT  -        1299.447 (meters)    4263.27  (feet)  COMP
 CY0161  MODELED GRAV-     979,109.4   (mgal)                       NAVD 88
 CY0161
 CY0161  VERT ORDER  -  FIRST     CLASS II
 CY0161
 CY0161.The horizontal coordinates were scaled from a topographic map and have
 CY0161.an estimated accuracy of +/- 6 seconds.
 CY0161
 CY0161.The orthometric height was determined by differential leveling
 CY0161.and adjusted by the National Geodetic Survey in June 1991..
 CY0161
 CY0161.The geoid height was determined by GEOID03.
 CY0161
 CY0161.The dynamic height is computed by dividing the NAVD 88
 CY0161.geopotential number by the normal gravity value computed on the
 CY0161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0161.degrees latitude (g = 980.6199 gals.).
 CY0161
 CY0161.The modeled gravity was interpolated from observed gravity values.
 CY0161
 CY0161;                    North         East    Units  Estimated Accuracy
 CY0161;SPC NM W     -   150,790.      743,200.      MT  (+/- 180 meters Scaled)
 CY0161
 CY0161                          SUPERSEDED SURVEY CONTROL
 CY0161
 CY0161  NGVD 29 (??/??/92) 1300.631  (m)         4267.15   (f) ADJ UNCH    1 2
 CY0161
 CY0161.Superseded values are not recommended for survey control.
 CY0161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0161.See file dsdata.txt to determine how the superseded data were derived.
 CY0161
 CY0161_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYA111821(NAD 83)
 CY0161_MARKER: P = PIPE CAP
 CY0161_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CY0161_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CY0161_STAMPING: 63 H 1907
 CY0161_PROJECTION: PROJECTING 43 CENTIMETERS
 CY0161_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CY0161
 CY0161  HISTORY     - Date     Condition        Report By
 CY0161  HISTORY     - 1907     MONUMENTED       USGS
 CY0161  HISTORY     - 1952     GOOD             NGS
 CY0161  HISTORY     - 1979     GOOD             NGS
 CY0161
 CY0161                          STATION DESCRIPTION
 CY0161
 CY0161'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CY0161'2.8 MI W FROM LORDSBURG.
 CY0161'2.8 MILES WEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATION AT
 CY0161'LORDSBURG, 0.35 MILE EAST OF MILEPOST 1145, 102.5 FEET SOUTH OF THE
 CY0161'SOUTH RAIL, 30 FEET NORTH OF THE CENTER LINE OF OLD U.S. HIGHWAY 80,
 CY0161'3.8 FEET SOUTH OF A FENCE, 2 FEET SOUTH OF A WITNESS POST, RIVETED ON
 CY0161'THE TOP OF A 3 1/2 INCH IRON PIPE WHICH PROJECTS 1.8 FEET ABOVE THE
 CY0161'GROUND.
 CY0161
 CY0161                          STATION RECOVERY (1979)
 CY0161
 CY0161'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CY0161'4.7 KILOMETERS (2.9 MILES) WEST ALONG THE SOUTHERN PACIFIC RAILROAD
 CY0161'FROM THE STATION IN LORDSBURG, 0.2 KILOMETER (0.1 MILE) WEST OF
 CY0161'BRIDGE 1145.48, 30.8 METERS (102 FEET) SOUTH OF THE SOUTH RAIL,
 CY0161'20.3 METERS (66 FEET) SOUTHEAST OF THE ELEVENTH TELEPHONE POLE EAST
 CY0161'OF MILE POLE 1145, 8.6 METERS (28 FEET) NORTH OF THE CENTERLINE OF
 CY0161'OLD U. S. HIGHWAY 80 AND 1.2 METERS (3.9 FEET) SOUTH OF A FENCE.
 CY0161'THE MARK IS 0.6 METERS  W FROM A WITNESS POST.
 CY0161'THE MARK IS 1.5 M BELOW THE OLD HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0016 ***********************************************************************
 GM0016  DESIGNATION -  6303
 GM0016  PID         -  GM0016
 GM0016  STATE/COUNTY-  NM/COLFAX
 GM0016  USGS QUAD   -  CLIFTON HOUSE (1971)
 GM0016
 GM0016                         *CURRENT SURVEY CONTROL
 GM0016  ___________________________________________________________________
 GM0016* NAD 83(1986)-  36 48 23.     (N)    104 23 49.     (W)     SCALED    
 GM0016* NAVD 88     -      1922.410  (meters)    6307.11   (feet)  ADJUSTED  
 GM0016  ___________________________________________________________________
 GM0016  GEOID HEIGHT-         -18.51  (meters)                     GEOID03
 GM0016  DYNAMIC HT  -        1919.987 (meters)    6299.16  (feet)  COMP
 GM0016  MODELED GRAV-     979,302.4   (mgal)                       NAVD 88
 GM0016
 GM0016  VERT ORDER  -  FIRST     CLASS II
 GM0016
 GM0016.The horizontal coordinates were scaled from a topographic map and have
 GM0016.an estimated accuracy of +/- 6 seconds.
 GM0016
 GM0016.The orthometric height was determined by differential leveling
 GM0016.and adjusted by the National Geodetic Survey in June 1991..
 GM0016
 GM0016.The geoid height was determined by GEOID03.
 GM0016
 GM0016.The dynamic height is computed by dividing the NAVD 88
 GM0016.geopotential number by the normal gravity value computed on the
 GM0016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GM0016.degrees latitude (g = 980.6199 gals.).
 GM0016
 GM0016.The modeled gravity was interpolated from observed gravity values.
 GM0016
 GM0016;                    North         East    Units  Estimated Accuracy
 GM0016;SPC NM E     -   643,990.      159,320.      MT  (+/- 180 meters Scaled)
 GM0016
 GM0016                          SUPERSEDED SURVEY CONTROL
 GM0016
 GM0016.No superseded survey control is available for this station.
 GM0016
 GM0016_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEA537735(NAD 83)
 GM0016_MARKER: Z = SEE DESCRIPTION
 GM0016_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GM0016_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GM0016_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GM0016
 GM0016  HISTORY     - Date     Condition        Report By
 GM0016  HISTORY     - UNK      MONUMENTED       CGS
 GM0016  HISTORY     - 1934     GOOD             NGS
 GM0016
 GM0016                          STATION DESCRIPTION
 GM0016
 GM0016'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GM0016'11.0 MI SE FROM RATON.
 GM0016'11.0 MILES SOUTH EAST OF RATON.  SET ON RIGHT OF WAY OF A.T. AND S.F.
 GM0016'R.R. 48 FT. NORTH OF CENTER LINE OF TRACK.  0.1 MILE NORTH OF M.P.7.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0171 ***********************************************************************
 DT0171  DESIGNATION -  6336
 DT0171  PID         -  DT0171
 DT0171  STATE/COUNTY-  NM/CATRON
 DT0171  USGS QUAD   -  CRUZVILLE (1965)
 DT0171
 DT0171                         *CURRENT SURVEY CONTROL
 DT0171  ___________________________________________________________________
 DT0171* NAD 83(1986)-  33 48 15.     (N)    108 40 06.     (W)     SCALED    
 DT0171* NAVD 88     -      1932.329  (meters)    6339.65   (feet)  ADJUSTED  
 DT0171  ___________________________________________________________________
 DT0171  GEOID HEIGHT-         -22.42  (meters)                     GEOID03
 DT0171  DYNAMIC HT  -        1929.338 (meters)    6329.84  (feet)  COMP
 DT0171  MODELED GRAV-     979,020.3   (mgal)                       NAVD 88
 DT0171
 DT0171  VERT ORDER  -  FIRST     CLASS II
 DT0171
 DT0171.The horizontal coordinates were scaled from a topographic map and have
 DT0171.an estimated accuracy of +/- 6 seconds.
 DT0171
 DT0171.The orthometric height was determined by differential leveling
 DT0171.and adjusted by the National Geodetic Survey in June 1991..
 DT0171
 DT0171.The geoid height was determined by GEOID03.
 DT0171
 DT0171.The dynamic height is computed by dividing the NAVD 88
 DT0171.geopotential number by the normal gravity value computed on the
 DT0171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0171.degrees latitude (g = 980.6199 gals.).
 DT0171
 DT0171.The modeled gravity was interpolated from observed gravity values.
 DT0171
 DT0171;                    North         East    Units  Estimated Accuracy
 DT0171;SPC NM W     -   311,250.      752,690.      MT  (+/- 180 meters Scaled)
 DT0171
 DT0171                          SUPERSEDED SURVEY CONTROL
 DT0171
 DT0171  NGVD 29 (??/??/92) 1931.428  (m)         6336.69   (f) ADJ UNCH    1 2
 DT0171
 DT0171.Superseded values are not recommended for survey control.
 DT0171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0171.See file dsdata.txt to determine how the superseded data were derived.
 DT0171
 DT0171_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYC158428(NAD 83)
 DT0171_MARKER: DD = SURVEY DISK
 DT0171_SETTING: 66 = SET IN ROCK OUTCROP
 DT0171_SP_SET: SANDSTONE
 DT0171_STAMPING: 6336
 DT0171_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DT0171+STABILITY: POSITION/ELEVATION WELL
 DT0171
 DT0171  HISTORY     - Date     Condition        Report By
 DT0171  HISTORY     - UNK      MONUMENTED       USGS
 DT0171  HISTORY     - 1934     GOOD             NGS
 DT0171  HISTORY     - 1980     GOOD             NGS
 DT0171
 DT0171                          STATION DESCRIPTION
 DT0171
 DT0171'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DT0171'8.7 MI NE FROM RESERVE.
 DT0171'8.7 MI NORTHEAST OF THE POST OFFICE ALONG STATE HWY. NO. 12.  ON STATE
 DT0171'HWY. NO. 12, ABOUT 3.4 MI SOUTHWEST OF THE APACHE CREEK POST OFFICE.
 DT0171'ABOUT 180 YDS SOUTHWEST OF A ROAD FORK TO TULAROSA RANGER STATION, AND
 DT0171'ABOUT 122 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY. ABOUT 6 YDS
 DT0171'EAST OF A SMALL GULLY THAT CROSSES THE HIGHWAY FROM THE NORTH.
 DT0171
 DT0171                          STATION RECOVERY (1980)
 DT0171
 DT0171'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DT0171'0.2 KM (0.1 MI) NORTH ALONG STATE HIGHWAY 435 FROM THE
 DT0171'COURTHOUSE IN RESERVE, THENCE 14.0 KM (8.7 MI) NORTHEAST
 DT0171'ALONG STATE HIGHWAY 12, 0.3 KM (0.2 MI) SOUTHWEST OF MILE
 DT0171'POST 16, IN A ROCK OUTCROP, ON THE NORTH SIDE OF A GULLEY, 109.7
 DT0171'METERS (360.0 FT) NORTHEAST OF THE CENTER OF AN INTERSECTION OF
 DT0171'A DIRT ROAD LEADING SOUTHEAST, 85.3 METERS (280.0 FT) SOUTHEAST
 DT0171'OF THE CENTER OF A DIRT ROAD LEADING NORTHWEST, 50.3 METERS
 DT0171'(165.0 FT) SOUTHEAST OF THE CENTER OF THE HIGHWAY, 32.9 METERS
 DT0171'(108.0 FT) SOUTHEAST OF A WIRE FENCE AND 5.5 METERS (18.0 FT)
 DT0171'NORTH OF THE CENTER OF THE GULLEY.
 DT0171'THE MARK IS 1.0 METERS  S FROM A WITNESS POST.
 DT0171'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0719 ***********************************************************************
 DR0719  DESIGNATION -  6350 41 WA
 DR0719  PID         -  DR0719
 DR0719  STATE/COUNTY-  NM/LINCOLN
 DR0719  USGS QUAD   -  CAPITAN (1973)
 DR0719
 DR0719                         *CURRENT SURVEY CONTROL
 DR0719  ___________________________________________________________________
 DR0719* NAD 83(1986)-  33 32 44.     (N)    105 34 26.     (W)     SCALED    
 DR0719* NAVD 88     -      1936.441  (meters)    6353.14   (feet)  ADJUSTED  
 DR0719  ___________________________________________________________________
 DR0719  GEOID HEIGHT-         -19.69  (meters)                     GEOID03
 DR0719  DYNAMIC HT  -        1933.545 (meters)    6343.64  (feet)  COMP
 DR0719  MODELED GRAV-     979,071.0   (mgal)                       NAVD 88
 DR0719
 DR0719  VERT ORDER  -  SECOND    CLASS 0
 DR0719
 DR0719.The horizontal coordinates were scaled from a topographic map and have
 DR0719.an estimated accuracy of +/- 6 seconds.
 DR0719
 DR0719.The orthometric height was determined by differential leveling
 DR0719.and adjusted by the National Geodetic Survey in June 1991..
 DR0719
 DR0719.The geoid height was determined by GEOID03.
 DR0719
 DR0719.The dynamic height is computed by dividing the NAVD 88
 DR0719.geopotential number by the normal gravity value computed on the
 DR0719.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0719.degrees latitude (g = 980.6199 gals.).
 DR0719
 DR0719.The modeled gravity was interpolated from observed gravity values.
 DR0719
 DR0719;                    North         East    Units  Estimated Accuracy
 DR0719;SPC NM C     -   282,460.      562,790.      MT  (+/- 180 meters Scaled)
 DR0719
 DR0719                          SUPERSEDED SURVEY CONTROL
 DR0719
 DR0719  NGVD 29 (??/??/92) 1935.692  (m)         6350.68   (f) ADJ UNCH    2 0
 DR0719
 DR0719.Superseded values are not recommended for survey control.
 DR0719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0719.See file dsdata.txt to determine how the superseded data were derived.
 DR0719
 DR0719_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDT467119(NAD 83)
 DR0719_MARKER: DD = SURVEY DISK
 DR0719_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR0719_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DR0719_STAMPING: 6350 41 WA
 DR0719_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR0719+STABILITY: SURFACE MOTION
 DR0719
 DR0719  HISTORY     - Date     Condition        Report By
 DR0719  HISTORY     - UNK      MONUMENTED       USGS
 DR0719  HISTORY     - 1934     GOOD             NGS
 DR0719  HISTORY     - 20050704 MARK NOT FOUND   USPSQD
 DR0719
 DR0719                          STATION DESCRIPTION
 DR0719
 DR0719'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DR0719'IN CAPITAN.
 DR0719'IN THE SOUTHEAST EDGE OF THE PARK, 48 FEET NORTH OF THE CENTERLINE OF
 DR0719'THE HIGHWAY, AND 1 FOOT NORTH OF THE PARK FENCE.
 DR0719
 DR0719                          STATION RECOVERY (2005)
 DR0719
 DR0719'RECOVERY NOTE BY US POWER SQUADRON 2005 (BJK)
 DR0719'1960 IMPROVEMENTS TO THE SMOKEY BEAR HISTORICAL PARK EITHER COVERED OR
 DR0719'DESTROYED THE MARK
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0019 ***********************************************************************
 GM0019  DESIGNATION -  6354
 GM0019  PID         -  GM0019
 GM0019  STATE/COUNTY-  NM/COLFAX
 GM0019  USGS QUAD   -  CLIFTON HOUSE (1971)
 GM0019
 GM0019                         *CURRENT SURVEY CONTROL
 GM0019  ___________________________________________________________________
 GM0019* NAD 83(1986)-  36 48 49.     (N)    104 26 54.     (W)     SCALED    
 GM0019* NAVD 88     -      1938.360  (meters)    6359.44   (feet)  ADJUSTED  
 GM0019  ___________________________________________________________________
 GM0019  GEOID HEIGHT-         -18.46  (meters)                     GEOID03
 GM0019  DYNAMIC HT  -        1935.913 (meters)    6351.41  (feet)  COMP
 GM0019  MODELED GRAV-     979,299.9   (mgal)                       NAVD 88
 GM0019
 GM0019  VERT ORDER  -  FIRST     CLASS II
 GM0019
 GM0019.The horizontal coordinates were scaled from a topographic map and have
 GM0019.an estimated accuracy of +/- 6 seconds.
 GM0019
 GM0019.The orthometric height was determined by differential leveling
 GM0019.and adjusted by the National Geodetic Survey in June 1991..
 GM0019
 GM0019.The geoid height was determined by GEOID03.
 GM0019
 GM0019.The dynamic height is computed by dividing the NAVD 88
 GM0019.geopotential number by the normal gravity value computed on the
 GM0019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GM0019.degrees latitude (g = 980.6199 gals.).
 GM0019
 GM0019.The modeled gravity was interpolated from observed gravity values.
 GM0019
 GM0019;                    North         East    Units  Estimated Accuracy
 GM0019;SPC NM E     -   644,800.      154,740.      MT  (+/- 180 meters Scaled)
 GM0019
 GM0019                          SUPERSEDED SURVEY CONTROL
 GM0019
 GM0019.No superseded survey control is available for this station.
 GM0019
 GM0019_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEA492743(NAD 83)
 GM0019_MARKER: Z = SEE DESCRIPTION
 GM0019_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GM0019_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GM0019_STAMPING: 6354
 GM0019_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GM0019
 GM0019  HISTORY     - Date     Condition        Report By
 GM0019  HISTORY     - UNK      MONUMENTED       USGS
 GM0019  HISTORY     - 1934     GOOD             NGS
 GM0019
 GM0019                          STATION DESCRIPTION
 GM0019
 GM0019'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GM0019'6.7 MI SE FROM RATON.
 GM0019'6.7 MILES SOUTH EAST OF RATON, BY RAIL.  SET ALONG RIGHT OF WAY OF
 GM0019'A.T. AND S.F. R.R. 48 FT. NORTH OF CENTER LINE OF TRACK.  0.3 MILE
 GM0019'NORTH WEST OF M.P. 3.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0014 ***********************************************************************
 GM0014  DESIGNATION -  6376
 GM0014  PID         -  GM0014
 GM0014  STATE/COUNTY-  NM/COLFAX
 GM0014  USGS QUAD   -  HUNTER MESA (1971)
 GM0014
 GM0014                         *CURRENT SURVEY CONTROL
 GM0014  ___________________________________________________________________
 GM0014* NAD 83(1986)-  36 47 22.     (N)    104 20 37.     (W)     SCALED    
 GM0014* NAVD 88     -      1944.878  (meters)    6380.82   (feet)  ADJUSTED  
 GM0014  ___________________________________________________________________
 GM0014  GEOID HEIGHT-         -18.55  (meters)                     GEOID03
 GM0014  DYNAMIC HT  -        1942.423 (meters)    6372.77  (feet)  COMP
 GM0014  MODELED GRAV-     979,299.7   (mgal)                       NAVD 88
 GM0014
 GM0014  VERT ORDER  -  FIRST     CLASS II
 GM0014
 GM0014.The horizontal coordinates were scaled from a topographic map and have
 GM0014.an estimated accuracy of +/- 6 seconds.
 GM0014
 GM0014.The orthometric height was determined by differential leveling
 GM0014.and adjusted by the National Geodetic Survey in June 1991..
 GM0014
 GM0014.The geoid height was determined by GEOID03.
 GM0014
 GM0014.The dynamic height is computed by dividing the NAVD 88
 GM0014.geopotential number by the normal gravity value computed on the
 GM0014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GM0014.degrees latitude (g = 980.6199 gals.).
 GM0014
 GM0014.The modeled gravity was interpolated from observed gravity values.
 GM0014
 GM0014;                    North         East    Units  Estimated Accuracy
 GM0014;SPC NM E     -   642,110.      164,080.      MT  (+/- 180 meters Scaled)
 GM0014
 GM0014                          SUPERSEDED SURVEY CONTROL
 GM0014
 GM0014.No superseded survey control is available for this station.
 GM0014
 GM0014_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEA585717(NAD 83)
 GM0014_MARKER: Z = SEE DESCRIPTION
 GM0014_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GM0014_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GM0014_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GM0014
 GM0014  HISTORY     - Date     Condition        Report By
 GM0014  HISTORY     - UNK      MONUMENTED       CGS
 GM0014  HISTORY     - 1934     GOOD             NGS
 GM0014  HISTORY     - 1971     GOOD             USGS
 GM0014
 GM0014                          STATION DESCRIPTION
 GM0014
 GM0014'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GM0014'14.77 MI SE FROM RATON.
 GM0014'14.77 MILES SOUTH EAST OF RATON.  SET ON RIGHT OF WAY OF A.T. AND S.F.
 GM0014'R.R. 45 FT. EAST OF CENTER LINE OF TRACK.  0.09 MILE NORTH WEST OF
 GM0014'M.P.11.
 GM0014
 GM0014                          STATION RECOVERY (1971)
 GM0014
 GM0014'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 GM0014'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0621 ***********************************************************************
 FO0621  DESIGNATION -  64
 FO0621  PID         -  FO0621
 FO0621  STATE/COUNTY-  NM/SANDOVAL
 FO0621  USGS QUAD   -  CABEZON PEAK (1989)
 FO0621
 FO0621                         *CURRENT SURVEY CONTROL
 FO0621  ___________________________________________________________________
 FO0621* NAD 83(1986)-  35 34 21.     (N)    107 07 17.     (W)     SCALED    
 FO0621* NAVD 88     -      1891.81   (+/-2cm)    6206.7    (feet)  VERTCON   
 FO0621  ___________________________________________________________________
 FO0621  GEOID HEIGHT-         -20.35  (meters)                     GEOID03
 FO0621
 FO0621  VERT ORDER  -  ? (See Below)
 FO0621
 FO0621.The horizontal coordinates were scaled from a topographic map and have
 FO0621.an estimated accuracy of +/- 6 seconds.
 FO0621
 FO0621.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO0621.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO0621.The vertical order pertains to the NGVD 29 superseded value.
 FO0621
 FO0621.The geoid height was determined by GEOID03.
 FO0621
 FO0621;                    North         East    Units  Estimated Accuracy
 FO0621;SPC NM C     -   507,430.      421,020.      MT  (+/- 180 meters Scaled)
 FO0621
 FO0621                          SUPERSEDED SURVEY CONTROL
 FO0621
 FO0621  NGVD 29 (??/??/92) 1890.840  (m)         6203.53   (f) ADJ UNCH    ?  
 FO0621
 FO0621.Superseded values are not recommended for survey control.
 FO0621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0621.See file dsdata.txt to determine how the superseded data were derived.
 FO0621
 FO0621_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV077386(NAD 83)
 FO0621_MARKER: P = PIPE CAP
 FO0621_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FO0621_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FO0621_STAMPING: 64
 FO0621_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FO0621
 FO0621  HISTORY     - Date     Condition        Report By
 FO0621  HISTORY     - UNK      MONUMENTED       USGS
 FO0621  HISTORY     - 1905     GOOD             NGS
 FO0621
 FO0621                          STATION DESCRIPTION
 FO0621
 FO0621'DESCRIBED BY NATIONAL GEODETIC SURVEY 1905
 FO0621'7.5 MI N FROM CASA SALAZAR.
 FO0621'7.5 MILES NORTH ALONG A DIRT ROAD FROM CASA SALAZAR, SANDOVAL COUNTY,
 FO0621'20 FEET WEST OF A FORK IN THE ROAD, AND ON THE WEST SPUR OF A RIDGE. A
 FO0621'UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 64 AND RIVETED
 FO0621'ON THE TOP OF A 3-1/2-INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GO0149 ***********************************************************************
 GO0149  DESIGNATION -  64
 GO0149  PID         -  GO0149
 GO0149  STATE/COUNTY-  NM/SAN JUAN
 GO0149  USGS QUAD   -  SHIPROCK (1983)
 GO0149
 GO0149                         *CURRENT SURVEY CONTROL
 GO0149  ___________________________________________________________________
 GO0149* NAD 83(1986)-  36 47 01.     (N)    108 39 19.     (W)     SCALED    
 GO0149* NAVD 88     -      1518.038  (meters)    4980.43   (feet)  ADJUSTED  
 GO0149  ___________________________________________________________________
 GO0149  GEOID HEIGHT-         -21.00  (meters)                     GEOID03
 GO0149  DYNAMIC HT  -        1516.229 (meters)    4974.49  (feet)  COMP
 GO0149  MODELED GRAV-     979,386.6   (mgal)                       NAVD 88
 GO0149
 GO0149  VERT ORDER  -  SECOND    CLASS 0
 GO0149
 GO0149.The horizontal coordinates were scaled from a topographic map and have
 GO0149.an estimated accuracy of +/- 6 seconds.
 GO0149
 GO0149.The orthometric height was determined by differential leveling
 GO0149.and adjusted by the National Geodetic Survey in June 1991..
 GO0149
 GO0149.The geoid height was determined by GEOID03.
 GO0149
 GO0149.The dynamic height is computed by dividing the NAVD 88
 GO0149.geopotential number by the normal gravity value computed on the
 GO0149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GO0149.degrees latitude (g = 980.6199 gals.).
 GO0149
 GO0149.The modeled gravity was interpolated from observed gravity values.
 GO0149
 GO0149;                    North         East    Units  Estimated Accuracy
 GO0149;SPC NM W     -   641,780.      756,640.      MT  (+/- 180 meters Scaled)
 GO0149
 GO0149                          SUPERSEDED SURVEY CONTROL
 GO0149
 GO0149  NGVD 29 (??/??/92) 1517.168  (m)         4977.58   (f) ADJ UNCH    2 0
 GO0149
 GO0149.Superseded values are not recommended for survey control.
 GO0149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GO0149.See file dsdata.txt to determine how the superseded data were derived.
 GO0149
 GO0149_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYF092734(NAD 83)
 GO0149_MARKER: DD = SURVEY DISK
 GO0149_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GO0149_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GO0149_STAMPING: 1/64 - 1913
 GO0149_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GO0149
 GO0149  HISTORY     - Date     Condition        Report By
 GO0149  HISTORY     - 1913     MONUMENTED       USGLO
 GO0149  HISTORY     - 1928     GOOD             NGS
 GO0149
 GO0149                          STATION DESCRIPTION
 GO0149
 GO0149'DESCRIBED BY NATIONAL GEODETIC SURVEY 1928
 GO0149'0.75 MI E FROM SHIPROCK.
 GO0149'120 FT. SOUTH OF CENTERLINE OF HIGHWAY, 200 YARDS EAST OF A FENCE
 GO0149'CORNER.  SECTION MARKER OF THE GENERAL LAND OFFICE.  THIS IS NOT A
 GO0149'GOOD PERMANENT BENCH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1163 ***********************************************************************
 CX1163  DESIGNATION -  64 C
 CX1163  PID         -  CX1163
 CX1163  STATE/COUNTY-  NM/SIERRA
 CX1163  USGS QUAD   -  HILLSBORO (1985)
 CX1163
 CX1163                         *CURRENT SURVEY CONTROL
 CX1163  ___________________________________________________________________
 CX1163* NAD 83(1986)-  32 56 05.     (N)    107 32 34.     (W)     SCALED    
 CX1163* NAVD 88     -      1673.565  (meters)    5490.69   (feet)  ADJUSTED  
 CX1163  ___________________________________________________________________
 CX1163  GEOID HEIGHT-         -23.21  (meters)                     GEOID03
 CX1163  DYNAMIC HT  -        1671.024 (meters)    5482.35  (feet)  COMP
 CX1163  MODELED GRAV-     979,059.6   (mgal)                       NAVD 88
 CX1163
 CX1163  VERT ORDER  -  SECOND    CLASS 0
 CX1163
 CX1163.The horizontal coordinates were scaled from a topographic map and have
 CX1163.an estimated accuracy of +/- 6 seconds.
 CX1163
 CX1163.The orthometric height was determined by differential leveling
 CX1163.and adjusted by the National Geodetic Survey in June 1991..
 CX1163
 CX1163.The geoid height was determined by GEOID03.
 CX1163
 CX1163.The dynamic height is computed by dividing the NAVD 88
 CX1163.geopotential number by the normal gravity value computed on the
 CX1163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX1163.degrees latitude (g = 980.6199 gals.).
 CX1163
 CX1163.The modeled gravity was interpolated from observed gravity values.
 CX1163
 CX1163;                    North         East    Units  Estimated Accuracy
 CX1163;SPC NM W     -   214,550.      857,170.      MT  (+/- 180 meters Scaled)
 CX1163
 CX1163                          SUPERSEDED SURVEY CONTROL
 CX1163
 CX1163  NGVD 29 (??/??/92) 1672.813  (m)         5488.22   (f) ADJ UNCH    2 0
 CX1163
 CX1163.Superseded values are not recommended for survey control.
 CX1163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1163.See file dsdata.txt to determine how the superseded data were derived.
 CX1163
 CX1163_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBS622469(NAD 83)
 CX1163_MARKER: DD = SURVEY DISK
 CX1163_SETTING: 66 = SET IN ROCK OUTCROP
 CX1163_SP_SET: OUTCROP
 CX1163_STAMPING: 5489 64 C 1934
 CX1163_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CX1163+STABILITY: POSITION/ELEVATION WELL
 CX1163
 CX1163  HISTORY     - Date     Condition        Report By
 CX1163  HISTORY     - 1934     MONUMENTED       USGS
 CX1163  HISTORY     - 1953     GOOD             NGS
 CX1163
 CX1163                          STATION DESCRIPTION
 CX1163
 CX1163'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CX1163'2.3 MI NE FROM HILLSBORO.
 CX1163'2.3 MILES NORTHEAST ALONG STATE HIGHWAY 190 FROM ITS JUNCTION WITH
 CX1163'STATE HIGHWAY 27 AT HILLSBORO, 0.1 MILE NORTHWEST OF A WINDWILL, 28
 CX1163'FEET NORTH OF THE CENTER LINE OF THE OLD HIGHWAY, 40 FEET SOUTH OF THE
 CX1163'CENTER LINE OF THE NEW HIGHWAY, 0.2 FOOT ABOVE THE GROUND, SET IN THE
 CX1163'TOP OF A ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0101 ***********************************************************************
 EQ0101  DESIGNATION -  6402.8
 EQ0101  PID         -  EQ0101
 EQ0101  STATE/COUNTY-  NM/TORRANCE
 EQ0101  USGS QUAD   -  MILBOURN RANCH (1991)
 EQ0101
 EQ0101                         *CURRENT SURVEY CONTROL
 EQ0101  ___________________________________________________________________
 EQ0101* NAD 83(1986)-  34 45 14.     (N)    106 12 05.     (W)     SCALED    
 EQ0101* NAVD 88     -      1951.813  (meters)    6403.57   (feet)  ADJUSTED  
 EQ0101  ___________________________________________________________________
 EQ0101  GEOID HEIGHT-         -19.73  (meters)                     GEOID03
 EQ0101  DYNAMIC HT  -        1949.016 (meters)    6394.40  (feet)  COMP
 EQ0101  MODELED GRAV-     979,132.0   (mgal)                       NAVD 88
 EQ0101
 EQ0101  VERT ORDER  -  SECOND    CLASS 0
 EQ0101
 EQ0101.The horizontal coordinates were scaled from a topographic map and have
 EQ0101.an estimated accuracy of +/- 6 seconds.
 EQ0101
 EQ0101.The orthometric height was determined by differential leveling
 EQ0101.and adjusted by the National Geodetic Survey in June 1991..
 EQ0101
 EQ0101.The geoid height was determined by GEOID03.
 EQ0101
 EQ0101.The dynamic height is computed by dividing the NAVD 88
 EQ0101.geopotential number by the normal gravity value computed on the
 EQ0101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0101.degrees latitude (g = 980.6199 gals.).
 EQ0101
 EQ0101.The modeled gravity was interpolated from observed gravity values.
 EQ0101
 EQ0101;                    North         East    Units  Estimated Accuracy
 EQ0101;SPC NM C     -   416,280.      504,450.      MT  (+/- 180 meters Scaled)
 EQ0101
 EQ0101                          SUPERSEDED SURVEY CONTROL
 EQ0101
 EQ0101  NGVD 29 (??/??/92) 1950.936  (m)         6400.70   (f) ADJ UNCH    2 0
 EQ0101
 EQ0101.Superseded values are not recommended for survey control.
 EQ0101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0101.See file dsdata.txt to determine how the superseded data were derived.
 EQ0101
 EQ0101_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU900464(NAD 83)
 EQ0101_MARKER: R = RIVET
 EQ0101_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EQ0101_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EQ0101_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EQ0101
 EQ0101  HISTORY     - Date     Condition        Report By
 EQ0101  HISTORY     - UNK      MONUMENTED       USGS
 EQ0101  HISTORY     - 1935     GOOD             NGS
 EQ0101
 EQ0101                          STATION DESCRIPTION
 EQ0101
 EQ0101'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 EQ0101'5.1 MI E FROM TAJIQUE.
 EQ0101'5.1 MI. E. ALONG STATE NO. 15 ABOUT 53 FT. W. OF THE CENTER LINE OF A
 EQ0101'CROSSROAD, IN THE S.E. CORNER OF SEC. 9, T 6 N, R 7 E., ABOUT 27 FT.
 EQ0101'N. OF THE CENTER LINE OF THE HWY. AND ABOUT 21 FT. W. AND 2 FT. S. OF
 EQ0101'A FENCE CORNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0571 ***********************************************************************
 DR0571  DESIGNATION -  641+09.4
 DR0571  PID         -  DR0571
 DR0571  STATE/COUNTY-  NM/LINCOLN
 DR0571  USGS QUAD   -  LINCOLN (1989)
 DR0571
 DR0571                         *CURRENT SURVEY CONTROL
 DR0571  ___________________________________________________________________
 DR0571* NAD 83(1986)-  33 23 26.     (N)    105 29 04.     (W)     SCALED    
 DR0571* NAVD 88     -      1793.435  (meters)    5883.96   (feet)  ADJUSTED  
 DR0571  ___________________________________________________________________
 DR0571  GEOID HEIGHT-         -19.73  (meters)                     GEOID03
 DR0571  DYNAMIC HT  -        1790.766 (meters)    5875.20  (feet)  COMP
 DR0571  MODELED GRAV-     979,084.4   (mgal)                       NAVD 88
 DR0571
 DR0571  VERT ORDER  -  FIRST     CLASS II
 DR0571
 DR0571.The horizontal coordinates were scaled from a topographic map and have
 DR0571.an estimated accuracy of +/- 6 seconds.
 DR0571
 DR0571.The orthometric height was determined by differential leveling
 DR0571.and adjusted by the National Geodetic Survey in June 1991..
 DR0571
 DR0571.The geoid height was determined by GEOID03.
 DR0571
 DR0571.The dynamic height is computed by dividing the NAVD 88
 DR0571.geopotential number by the normal gravity value computed on the
 DR0571.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0571.degrees latitude (g = 980.6199 gals.).
 DR0571
 DR0571.The modeled gravity was interpolated from observed gravity values.
 DR0571
 DR0571;                    North         East    Units  Estimated Accuracy
 DR0571;SPC NM C     -   265,330.      571,220.      MT  (+/- 180 meters Scaled)
 DR0571
 DR0571                          SUPERSEDED SURVEY CONTROL
 DR0571
 DR0571  NGVD 29 (??/??/92) 1792.741  (m)         5881.68   (f) ADJ UNCH    1 2
 DR0571
 DR0571.Superseded values are not recommended for survey control.
 DR0571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0571.See file dsdata.txt to determine how the superseded data were derived.
 DR0571
 DR0571_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDS549946(NAD 83)
 DR0571_MARKER: DD = SURVEY DISK
 DR0571_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DR0571_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DR0571_STAMPING: 641+09.4
 DR0571_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR0571
 DR0571  HISTORY     - Date     Condition        Report By
 DR0571  HISTORY     - UNK      MONUMENTED       BPR
 DR0571  HISTORY     - 1944     GOOD             NGS
 DR0571
 DR0571                          STATION DESCRIPTION
 DR0571
 DR0571'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 DR0571'13.9 MI W FROM HONDO.
 DR0571'13.9 MILES WEST ALONG U.S. HIGHWAY 70 FROM THE GENERAL STORE AT HONDO,
 DR0571'LINCOLN COUNTY, 100 FEET EAST OF BUCKHORN STORE, AT STATION 641+09.4,
 DR0571'AND 45 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY.  A UNITED STATES
 DR0571'BUREAU OF PUBLIC ROADS STANDARD CAP, STAMPED 641+09.4 AND FASTENED ON
 DR0571'THE TOP OF AN IRON PIPE SET IN CONCRETE.  NOTE-- THIS MARK IS SLIGHTLY
 DR0571'DAMAGED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0173 ***********************************************************************
 DT0173  DESIGNATION -  6411
 DT0173  PID         -  DT0173
 DT0173  STATE/COUNTY-  NM/CATRON
 DT0173  USGS QUAD   -  SQUIRREL SPRINGS CANYON (1965)
 DT0173
 DT0173                         *CURRENT SURVEY CONTROL
 DT0173  ___________________________________________________________________
 DT0173* NAD 83(1986)-  33 49 58.     (N)    108 37 12.     (W)     SCALED    
 DT0173* NAVD 88     -      1955.271  (meters)    6414.92   (feet)  ADJUSTED  
 DT0173  ___________________________________________________________________
 DT0173  GEOID HEIGHT-         -22.31  (meters)                     GEOID03
 DT0173  DYNAMIC HT  -        1952.233 (meters)    6404.95  (feet)  COMP
 DT0173  MODELED GRAV-     979,013.5   (mgal)                       NAVD 88
 DT0173
 DT0173  VERT ORDER  -  FIRST     CLASS II
 DT0173
 DT0173.The horizontal coordinates were scaled from a topographic map and have
 DT0173.an estimated accuracy of +/- 6 seconds.
 DT0173
 DT0173.The orthometric height was determined by differential leveling
 DT0173.and adjusted by the National Geodetic Survey in June 1991..
 DT0173
 DT0173.The geoid height was determined by GEOID03.
 DT0173
 DT0173.The dynamic height is computed by dividing the NAVD 88
 DT0173.geopotential number by the normal gravity value computed on the
 DT0173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0173.degrees latitude (g = 980.6199 gals.).
 DT0173
 DT0173.The modeled gravity was interpolated from observed gravity values.
 DT0173
 DT0173;                    North         East    Units  Estimated Accuracy
 DT0173;SPC NM W     -   314,390.      757,190.      MT  (+/- 180 meters Scaled)
 DT0173
 DT0173                          SUPERSEDED SURVEY CONTROL
 DT0173
 DT0173  NGVD 29 (??/??/92) 1954.345  (m)         6411.88   (f) ADJ UNCH    1 2
 DT0173
 DT0173.Superseded values are not recommended for survey control.
 DT0173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0173.See file dsdata.txt to determine how the superseded data were derived.
 DT0173
 DT0173_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYC202461(NAD 83)
 DT0173_MARKER: DD = SURVEY DISK
 DT0173_SETTING: 80 = SET IN A BOULDER
 DT0173_SP_SET: BOULDER
 DT0173_STAMPING: 6411
 DT0173_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DT0173+STABILITY: SURFACE MOTION
 DT0173
 DT0173  HISTORY     - Date     Condition        Report By
 DT0173  HISTORY     - UNK      MONUMENTED       USGS
 DT0173  HISTORY     - 1943     GOOD             NGS
 DT0173  HISTORY     - 1980     SEE DESCRIPTION  NGS
 DT0173
 DT0173                          STATION DESCRIPTION
 DT0173
 DT0173'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 DT0173'7.3 MI SW FROM ARAGON.
 DT0173'ARAGON, 7.3 MILES SOUTHWEST OF, 15 FEET WEST OF ROAD, 1000 FEET
 DT0173'NORTHEAST OF THE JUNCTION OF TULAROSA AND APACHE CREEKS, IN TOP OF
 DT0173'BASALT BOULDER.  BRONZE TABLE STAMPED 6411.
 DT0173
 DT0173                          STATION RECOVERY (1980)
 DT0173
 DT0173'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DT0173'NOTE=OMITTED FROM 1980 LEVELING DUE TO HIGH WATER OF THE TULAROSA
 DT0173'RIVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0211 ***********************************************************************
 GM0211  DESIGNATION -  6427
 GM0211  PID         -  GM0211
 GM0211  STATE/COUNTY-  NM/COLFAX
 GM0211  USGS QUAD   -  CIMARRON (1987)
 GM0211
 GM0211                         *CURRENT SURVEY CONTROL
 GM0211  ___________________________________________________________________
 GM0211* NAD 83(1986)-  36 30 41.     (N)    104 54 54.     (W)     SCALED    
 GM0211* NAVD 88     -      1960.180  (meters)    6431.02   (feet)  ADJUSTED  
 GM0211  ___________________________________________________________________
 GM0211  GEOID HEIGHT-         -17.77  (meters)                     GEOID03
 GM0211  DYNAMIC HT  -        1957.646 (meters)    6422.71  (feet)  COMP
 GM0211  MODELED GRAV-     979,269.2   (mgal)                       NAVD 88
 GM0211
 GM0211  VERT ORDER  -  FIRST     CLASS II
 GM0211
 GM0211.The horizontal coordinates were scaled from a topographic map and have
 GM0211.an estimated accuracy of +/- 6 seconds.
 GM0211
 GM0211.The orthometric height was determined by differential leveling
 GM0211.and adjusted by the National Geodetic Survey in June 1991..
 GM0211
 GM0211.The geoid height was determined by GEOID03.
 GM0211
 GM0211.The dynamic height is computed by dividing the NAVD 88
 GM0211.geopotential number by the normal gravity value computed on the
 GM0211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GM0211.degrees latitude (g = 980.6199 gals.).
 GM0211
 GM0211.The modeled gravity was interpolated from observed gravity values.
 GM0211
 GM0211;                    North         East    Units  Estimated Accuracy
 GM0211;SPC NM E     -   611,420.      112,900.      MT  (+/- 180 meters Scaled)
 GM0211
 GM0211                          SUPERSEDED SURVEY CONTROL
 GM0211
 GM0211.No superseded survey control is available for this station.
 GM0211
 GM0211_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEA076406(NAD 83)
 GM0211_MARKER: DD = SURVEY DISK
 GM0211_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GM0211_SP_SET: SIDEWALK
 GM0211_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GM0211
 GM0211  HISTORY     - Date     Condition        Report By
 GM0211  HISTORY     - UNK      MONUMENTED       USGS
 GM0211  HISTORY     - 1934     GOOD             NGS
 GM0211  HISTORY     - 20040822 MARK NOT FOUND   USPSQD
 GM0211
 GM0211                          STATION DESCRIPTION
 GM0211
 GM0211'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GM0211'IN CIMMARRON.
 GM0211'AT THE ENTRANCE OF THE FIRST NATIONAL BANK OF CIMARRON.  SET FLUSH
 GM0211'WITH THE SIDEWALK UNDER PORTICO OF ENTRANCE, TO BANK AND ABOUT TWO
 GM0211'FEET WEST OF DOOR.
 GM0211
 GM0211                          STATION RECOVERY (2004)
 GM0211
 GM0211'RECOVERY NOTE BY US POWER SQUADRON 2004 (KFJ)
 GM0211'THERE IS A RECENT 8 INCH THICK SIDEWALK THAT HAS BEEN ADDED AND THE
 GM0211'PORTICO TO THE BUILDING HAS BEEN BOARDED UP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0627 ***********************************************************************
 DR0627  DESIGNATION -  6429.56
 DR0627  PID         -  DR0627
 DR0627  STATE/COUNTY-  NM/LINCOLN
 DR0627  USGS QUAD   -  RUIDOSO DOWNS (1963)
 DR0627
 DR0627                         *CURRENT SURVEY CONTROL
 DR0627  ___________________________________________________________________
 DR0627* NAD 83(1986)-  33 19 51.     (N)    105 35 39.     (W)     SCALED    
 DR0627* NAVD 88     -      1953.560  (meters)    6409.30   (feet)  ADJUSTED  
 DR0627  ___________________________________________________________________
 DR0627  GEOID HEIGHT-         -19.54  (meters)                     GEOID03
 DR0627  DYNAMIC HT  -        1950.598 (meters)    6399.59  (feet)  COMP
 DR0627  MODELED GRAV-     979,050.3   (mgal)                       NAVD 88
 DR0627
 DR0627  VERT ORDER  -  FIRST     CLASS II
 DR0627
 DR0627.The horizontal coordinates were scaled from a topographic map and have
 DR0627.an estimated accuracy of +/- 6 seconds.
 DR0627
 DR0627.The orthometric height was determined by differential leveling
 DR0627.and adjusted by the National Geodetic Survey in June 1991..
 DR0627
 DR0627.The geoid height was determined by GEOID03.
 DR0627
 DR0627.The dynamic height is computed by dividing the NAVD 88
 DR0627.geopotential number by the normal gravity value computed on the
 DR0627.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0627.degrees latitude (g = 980.6199 gals.).
 DR0627
 DR0627.The modeled gravity was interpolated from observed gravity values.
 DR0627
 DR0627;                    North         East    Units  Estimated Accuracy
 DR0627;SPC NM C     -   258,630.      561,050.      MT  (+/- 180 meters Scaled)
 DR0627
 DR0627                          SUPERSEDED SURVEY CONTROL
 DR0627
 DR0627  NGVD 29 (??/??/92) 1952.833  (m)         6406.92   (f) ADJ UNCH    1 2
 DR0627
 DR0627.Superseded values are not recommended for survey control.
 DR0627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0627.See file dsdata.txt to determine how the superseded data were derived.
 DR0627
 DR0627_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDS447881(NAD 83)
 DR0627_MARKER: DD = SURVEY DISK
 DR0627_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DR0627_SP_SET: CULVERT
 DR0627_STAMPING: 6429.56 1931
 DR0627_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR0627
 DR0627  HISTORY     - Date     Condition        Report By
 DR0627  HISTORY     - 1931     MONUMENTED       BPR
 DR0627  HISTORY     - 1934     GOOD             NGS
 DR0627  HISTORY     - 1963     MARK NOT FOUND   USGS
 DR0627
 DR0627                          STATION DESCRIPTION
 DR0627
 DR0627'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DR0627'18.6 MI NE FROM MESCALERO.
 DR0627'IN LINCOLN COUNTY, 18.6 MILES NORTHEAST ALONG U.S. HIGHWAY 70 FROM
 DR0627'MESCALERO, OTERO COUNTY, 1.8 MILES NORTHEAST OF THE POST OFFICE AT
 DR0627'HOLLYWOOD, LINCOLN COUNTY, AT A 10- BY 10-FOOT CONCRETE-BOX CULVERT
 DR0627'WITH A SPILLWAY FROM THE ROAD AT EACH END, AND IN THE CENTER OF THE
 DR0627'TOP OF THE WEST HEADWALL.  A UNITED STATES BUREAU OF PUBLIC ROADS
 DR0627'STANDARD DISK, STAMPED 6429.56 1931.
 DR0627
 DR0627                          STATION RECOVERY (1963)
 DR0627
 DR0627'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 DR0627'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0611 ***********************************************************************
 DT0611  DESIGNATION -  6458.42
 DT0611  PID         -  DT0611
 DT0611  STATE/COUNTY-  NM/CATRON
 DT0611  USGS QUAD   -  SQUIRREL SPRINGS CANYON (1965)
 DT0611
 DT0611                         *CURRENT SURVEY CONTROL
 DT0611  ___________________________________________________________________
 DT0611* NAD 83(1986)-  33 51 07.     (N)    108 36 38.     (W)     SCALED    
 DT0611* NAVD 88     -      1969.417  (meters)    6461.33   (feet)  ADJUSTED  
 DT0611  ___________________________________________________________________
 DT0611  GEOID HEIGHT-         -22.24  (meters)                     GEOID03
 DT0611  DYNAMIC HT  -        1966.362 (meters)    6451.31  (feet)  COMP
 DT0611  MODELED GRAV-     979,014.9   (mgal)                       NAVD 88
 DT0611
 DT0611  VERT ORDER  -  FIRST     CLASS II
 DT0611
 DT0611.The horizontal coordinates were scaled from a topographic map and have
 DT0611.an estimated accuracy of +/- 6 seconds.
 DT0611
 DT0611.The orthometric height was determined by differential leveling
 DT0611.and adjusted by the National Geodetic Survey in June 1991..
 DT0611
 DT0611.The geoid height was determined by GEOID03.
 DT0611
 DT0611.The dynamic height is computed by dividing the NAVD 88
 DT0611.geopotential number by the normal gravity value computed on the
 DT0611.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0611.degrees latitude (g = 980.6199 gals.).
 DT0611
 DT0611.The modeled gravity was interpolated from observed gravity values.
 DT0611
 DT0611;                    North         East    Units  Estimated Accuracy
 DT0611;SPC NM W     -   316,510.      758,080.      MT  (+/- 180 meters Scaled)
 DT0611
 DT0611                          SUPERSEDED SURVEY CONTROL
 DT0611
 DT0611.No superseded survey control is available for this station.
 DT0611
 DT0611_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYC210483(NAD 83)
 DT0611_MARKER: DB = BENCH MARK DISK
 DT0611_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DT0611_SP_SET: HEADWALL
 DT0611_STAMPING: 6458.42
 DT0611_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DT0611_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DT0611+SATELLITE: SATELLITE OBSERVATIONS - November 27, 2004
 DT0611
 DT0611  HISTORY     - Date     Condition        Report By
 DT0611  HISTORY     - UNK      MONUMENTED       BPR
 DT0611  HISTORY     - 1980     GOOD             NGS
 DT0611  HISTORY     - 20041127 GOOD             GEOCAC
 DT0611
 DT0611                          STATION DESCRIPTION
 DT0611
 DT0611'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 DT0611'8.5 KM SW FROM ARAGON.
 DT0611'8.5 KM (5.3 MI) SOUTHWEST ALONG STATE HIGHWAY 12 FROM THE
 DT0611'POST OFFICE IN ARAGON, IN TOP CENTER OF THE SOUTHEAST HEADWALL OF
 DT0611'A CONCRETE CULVERT
 DT0611'6.3 METERS (20.6 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY AND
 DT0611'1.9 METERS (6.1 FT) SOUTHWEST OF THE NORTHEAST END OF THE ABUTMENT.
 DT0611'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 DT0611
 DT0611                          STATION RECOVERY (2004)
 DT0611
 DT0611'RECOVERY NOTE BY GEOCACHING 2004 (CB)
 DT0611'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0028 ***********************************************************************
 GM0028  DESIGNATION -  6494
 GM0028  PID         -  GM0028
 GM0028  STATE/COUNTY-  NM/COLFAX
 GM0028  USGS QUAD   -  CLIFTON HOUSE (1971)
 GM0028
 GM0028                         *CURRENT SURVEY CONTROL
 GM0028  ___________________________________________________________________
 GM0028* NAD 83(1986)-  36 51 51.     (N)    104 27 20.     (W)     SCALED    
 GM0028* NAVD 88     -      1981.122  (meters)    6499.73   (feet)  ADJUSTED  
 GM0028  ___________________________________________________________________
 GM0028  GEOID HEIGHT-         -18.38  (meters)                     GEOID03
 GM0028  DYNAMIC HT  -        1978.613 (meters)    6491.50  (feet)  COMP
 GM0028  MODELED GRAV-     979,293.7   (mgal)                       NAVD 88
 GM0028
 GM0028  VERT ORDER  -  FIRST     CLASS II
 GM0028
 GM0028.The horizontal coordinates were scaled from a topographic map and have
 GM0028.an estimated accuracy of +/- 6 seconds.
 GM0028
 GM0028.The orthometric height was determined by differential leveling
 GM0028.and adjusted by the National Geodetic Survey in June 1991..
 GM0028
 GM0028.The geoid height was determined by GEOID03.
 GM0028
 GM0028.The dynamic height is computed by dividing the NAVD 88
 GM0028.geopotential number by the normal gravity value computed on the
 GM0028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GM0028.degrees latitude (g = 980.6199 gals.).
 GM0028
 GM0028.The modeled gravity was interpolated from observed gravity values.
 GM0028
 GM0028;                    North         East    Units  Estimated Accuracy
 GM0028;SPC NM E     -   650,410.      154,100.      MT  (+/- 180 meters Scaled)
 GM0028
 GM0028                          SUPERSEDED SURVEY CONTROL
 GM0028
 GM0028.No superseded survey control is available for this station.
 GM0028
 GM0028_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEA485799(NAD 83)
 GM0028_MARKER: Z = SEE DESCRIPTION
 GM0028_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GM0028_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GM0028_STAMPING: 6494
 GM0028_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GM0028
 GM0028  HISTORY     - Date     Condition        Report By
 GM0028  HISTORY     - UNK      MONUMENTED       USGS
 GM0028  HISTORY     - 1929     GOOD             NGS
 GM0028  HISTORY     - 1974     GOOD             NGS
 GM0028
 GM0028                          STATION DESCRIPTION
 GM0028
 GM0028'DESCRIBED BY NATIONAL GEODETIC SURVEY 1929
 GM0028'3.0 MI S FROM RATON.
 GM0028'700 FEET NORTH OF DILLON, ON EAST SIDE OF TRACKS OF ATCHISON TOPEKA
 GM0028'AND SANTA FE. R.R. 99 FEET EAST OF THE CENTER LINE OF THE TRACK.
 GM0028
 GM0028                          STATION RECOVERY (1974)
 GM0028
 GM0028'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 GM0028'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1167 ***********************************************************************
 CX1167  DESIGNATION -  65 C
 CX1167  PID         -  CX1167
 CX1167  STATE/COUNTY-  NM/SIERRA
 CX1167  USGS QUAD   -  HILLSBORO (1985)
 CX1167
 CX1167                         *CURRENT SURVEY CONTROL
 CX1167  ___________________________________________________________________
 CX1167* NAD 83(1986)-  32 57 08.     (N)    107 30 05.     (W)     SCALED    
 CX1167* NAVD 88     -      1595.775  (meters)    5235.47   (feet)  ADJUSTED  
 CX1167  ___________________________________________________________________
 CX1167  GEOID HEIGHT-         -23.30  (meters)                     GEOID03
 CX1167  DYNAMIC HT  -        1593.368 (meters)    5227.57  (feet)  COMP
 CX1167  MODELED GRAV-     979,073.4   (mgal)                       NAVD 88
 CX1167
 CX1167  VERT ORDER  -  SECOND    CLASS 0
 CX1167
 CX1167.The horizontal coordinates were scaled from a topographic map and have
 CX1167.an estimated accuracy of +/- 6 seconds.
 CX1167
 CX1167.The orthometric height was determined by differential leveling
 CX1167.and adjusted by the National Geodetic Survey in June 1991..
 CX1167
 CX1167.The geoid height was determined by GEOID03.
 CX1167
 CX1167.The dynamic height is computed by dividing the NAVD 88
 CX1167.geopotential number by the normal gravity value computed on the
 CX1167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX1167.degrees latitude (g = 980.6199 gals.).
 CX1167
 CX1167.The modeled gravity was interpolated from observed gravity values.
 CX1167
 CX1167;                    North         East    Units  Estimated Accuracy
 CX1167;SPC NM W     -   216,510.      861,040.      MT  (+/- 180 meters Scaled)
 CX1167
 CX1167                          SUPERSEDED SURVEY CONTROL
 CX1167
 CX1167  NGVD 29 (??/??/92) 1595.044  (m)         5233.07   (f) ADJ UNCH    2 0
 CX1167
 CX1167.Superseded values are not recommended for survey control.
 CX1167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1167.See file dsdata.txt to determine how the superseded data were derived.
 CX1167
 CX1167_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBS661487(NAD 83)
 CX1167_MARKER: DD = SURVEY DISK
 CX1167_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CX1167_SP_SET: PLATFORM
 CX1167_STAMPING: 5234 65 C 1934
 CX1167_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX1167
 CX1167  HISTORY     - Date     Condition        Report By
 CX1167  HISTORY     - 1934     MONUMENTED       USGS
 CX1167  HISTORY     - 1953     GOOD             NGS
 CX1167  HISTORY     - 1979     GOOD             USGS
 CX1167
 CX1167                          STATION DESCRIPTION
 CX1167
 CX1167'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CX1167'5.4 MI NE FROM HILLSBORO.
 CX1167'4.8 MILES NORTHEAST ALONG STATE HIGHWAY 180 FROM ITS JUNCTION WITH
 CX1167'STATE HIGHWAY 27 AT HILLSBORO, THENCE 0.6 MILE NORTHEAST ALONG A DIRT
 CX1167'ROAD WHICH LEADS TO THE GOLD DUST MINING CAMP, 78 FEET EAST OF THE
 CX1167'CENTER LINE OF THE ROAD, 0.8 FOOT ABOVE THE GROUND, AT THE 2ND HOUSE
 CX1167'NORTH OF THE SOUTH END OF A ROW OF 4 STUCCO HOUSES, SET IN THE TOP OF
 CX1167'THE NORTHWEST CORNER OF A CONCRETE PLATFORM WHICH IS AT THE WEST END
 CX1167'OF A VACANT STUCCO HOUSE.
 CX1167
 CX1167                          STATION RECOVERY (1979)
 CX1167
 CX1167'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 CX1167'ABOUT 5.1 MILES EAST ALONG OLD STATE HIGHWAY 180 FROM THE POST OFFICE
 CX1167'AT HILLSBORO, SIERRA COUNTY, ABOUT 0.8 MILE NORTH OF NEW STATE
 CX1167'HIGHWAY 90, AT THE OLD ABANDONED GOLD DUST MINING CAMP, AT HE MINING
 CX1167'CAMP, IN THE NORTHWEST CORNER OF A CEMENT PLATFROM PATIO WITH NO
 CX1167'BUILDING, 72 FEET EAST OF THE CENTERLINE OF THE NORTH-SOUTH ROAD, AND
 CX1167'ABOUT 3 FEET LOWER THAN THE ROAD. A U.S. GEOLOGICAL SURVEY STANDARD
 CX1167'DISK, STAMPED "65 C 1934".
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0175 ***********************************************************************
 DT0175  DESIGNATION -  6521
 DT0175  PID         -  DT0175
 DT0175  STATE/COUNTY-  NM/CATRON
 DT0175  USGS QUAD   -  SQUIRREL SPRINGS CANYON (1965)
 DT0175
 DT0175                         *CURRENT SURVEY CONTROL
 DT0175  ___________________________________________________________________
 DT0175* NAD 83(1986)-  33 52 14.     (N)    108 35 40.     (W)     SCALED    
 DT0175* NAVD 88     -      1988.692  (meters)    6524.57   (feet)  ADJUSTED  
 DT0175  ___________________________________________________________________
 DT0175  GEOID HEIGHT-         -22.17  (meters)                     GEOID03
 DT0175  DYNAMIC HT  -        1985.604 (meters)    6514.44  (feet)  COMP
 DT0175  MODELED GRAV-     979,012.8   (mgal)                       NAVD 88
 DT0175
 DT0175  VERT ORDER  -  FIRST     CLASS II
 DT0175
 DT0175.The horizontal coordinates were scaled from a topographic map and have
 DT0175.an estimated accuracy of +/- 6 seconds.
 DT0175
 DT0175.The orthometric height was determined by differential leveling
 DT0175.and adjusted by the National Geodetic Survey in June 1991..
 DT0175.WARNING-Repeat measurements at this control monument indicate possible
 DT0175.vertical movement.
 DT0175
 DT0175.The geoid height was determined by GEOID03.
 DT0175
 DT0175.The dynamic height is computed by dividing the NAVD 88
 DT0175.geopotential number by the normal gravity value computed on the
 DT0175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0175.degrees latitude (g = 980.6199 gals.).
 DT0175
 DT0175.The modeled gravity was interpolated from observed gravity values.
 DT0175
 DT0175;                    North         East    Units  Estimated Accuracy
 DT0175;SPC NM W     -   318,560.      759,580.      MT  (+/- 180 meters Scaled)
 DT0175
 DT0175                          SUPERSEDED SURVEY CONTROL
 DT0175
 DT0175  NGVD 29 (??/??/92) 1987.757  (m)         6521.50   (f) ADJ UNCH    1 2
 DT0175
 DT0175.Superseded values are not recommended for survey control.
 DT0175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0175.See file dsdata.txt to determine how the superseded data were derived.
 DT0175
 DT0175_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYC225504(NAD 83)
 DT0175_MARKER: DD = SURVEY DISK
 DT0175_SETTING: 66 = SET IN ROCK OUTCROP
 DT0175_SP_SET: ROCK LEDGE
 DT0175_STAMPING: 6521
 DT0175_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DT0175+STABILITY: POSITION/ELEVATION WELL
 DT0175
 DT0175  HISTORY     - Date     Condition        Report By
 DT0175  HISTORY     - UNK      MONUMENTED       USGS
 DT0175  HISTORY     - 1943     GOOD             NGS
 DT0175  HISTORY     - 1980     GOOD             NGS
 DT0175
 DT0175                          STATION DESCRIPTION
 DT0175
 DT0175'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 DT0175'4 MI SW FROM ARAGON.
 DT0175'ARAGON, 4 MILES SOUTHWEST OF, 0.3 MILE NORTHEAST OF CREST OF HILL, IN
 DT0175'ROCK LEDGE 35 FEET NORTH OF ROAD.  BRONZE TABLET STAMPED, 6521.
 DT0175
 DT0175                          STATION RECOVERY (1980)
 DT0175
 DT0175'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DT0175'6.0 KM (3.75 MI) SOUTHWEST ALONG STATE HIGHWAY 12 FROM THE
 DT0175'POST OFFICE IN ARAGON, 0.7 KM (0.45 MI) NORTHEAST OF HIGHWAY
 DT0175'MILE POST 22, 0.3 KM (0.2 MI) NORTHEAST OF A GRAVEL ROAD
 DT0175'LEADING NORTHEAST IN THE TOP OF A ROCK LEDGE UNDER A CEDAR TREE,
 DT0175'91.4 METERS (300.0 FT) SOUTHWEST OF THE CENTER OF A DIRT ROAD
 DT0175'LEADING SOUTH, 22.4 METERS (73.5 FT) SOUTHEAST OF THE CENTERLINE
 DT0175'OF THE HIGHWAY, 3.7 METERS (12.0 FT) SOUTHWEST OF A TELEPHONE POLE,
 DT0175'AND 0.1 METER (0.4 FOOT) SOUTHEAST OF A FENCE.
 DT0175'THE MARK IS 0.4 METERS  NE FROM A WITNESS POST.
 DT0175'THE MARK IS 1.8 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0187 ***********************************************************************
 FO0187  DESIGNATION -  6567
 FO0187  PID         -  FO0187
 FO0187  STATE/COUNTY-  NM/BERNALILLO
 FO0187  USGS QUAD   -  TIJERAS (1990)
 FO0187
 FO0187                         *CURRENT SURVEY CONTROL
 FO0187  ___________________________________________________________________
 FO0187* NAD 83(1986)-  35 02 47.     (N)    106 22 58.     (W)     SCALED    
 FO0187* NAVD 88     -      2002.244  (meters)    6569.03   (feet)  ADJUSTED  
 FO0187  ___________________________________________________________________
 FO0187  GEOID HEIGHT-         -19.63  (meters)                     GEOID03
 FO0187  DYNAMIC HT  -        1999.462 (meters)    6559.90  (feet)  COMP
 FO0187  MODELED GRAV-     979,172.6   (mgal)                       NAVD 88
 FO0187
 FO0187  VERT ORDER  -  SECOND    CLASS 0
 FO0187
 FO0187.The horizontal coordinates were scaled from a topographic map and have
 FO0187.an estimated accuracy of +/- 6 seconds.
 FO0187
 FO0187.The orthometric height was determined by differential leveling
 FO0187.and adjusted by the National Geodetic Survey in June 1991..
 FO0187
 FO0187.The geoid height was determined by GEOID03.
 FO0187
 FO0187.The dynamic height is computed by dividing the NAVD 88
 FO0187.geopotential number by the normal gravity value computed on the
 FO0187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0187.degrees latitude (g = 980.6199 gals.).
 FO0187
 FO0187.The modeled gravity was interpolated from observed gravity values.
 FO0187
 FO0187;                    North         East    Units  Estimated Accuracy
 FO0187;SPC NM C     -   448,730.      487,890.      MT  (+/- 180 meters Scaled)
 FO0187
 FO0187                          SUPERSEDED SURVEY CONTROL
 FO0187
 FO0187  NGVD 29 (??/??/92) 2001.392  (m)         6566.23   (f) ADJ UNCH    2 0
 FO0187
 FO0187.Superseded values are not recommended for survey control.
 FO0187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0187.See file dsdata.txt to determine how the superseded data were derived.
 FO0187
 FO0187_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU738790(NAD 83)
 FO0187_MARKER: DD = SURVEY DISK
 FO0187_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FO0187_SP_SET: CULVERT
 FO0187_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FO0187
 FO0187  HISTORY     - Date     Condition        Report By
 FO0187  HISTORY     - UNK      MONUMENTED       BPR
 FO0187  HISTORY     - 1954     POOR             USGS
 FO0187
 FO0187                          STATION DESCRIPTION
 FO0187
 FO0187'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 FO0187'2.2 MI S FROM TIJERAS RANGER STA.
 FO0187'2.2 MILES SOUTH ALONG THE YRISARRI ROAD FROM THE RANGER STATION AT
 FO0187'TIJERAS, BERNALILLO COUNTY, AT THE MOUTH OF TUNNEL CANYON, AT A LONG
 FO0187'CURVE, AT A CONCRETE CULVERT, AND IN THE TOP OF THE SOUTH HEADWALL. A
 FO0187'UNITED STATES BUREAU OF PUBLIC ROADS STANDARD DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0321 ***********************************************************************
 CW0321  DESIGNATION -  6568.76
 CW0321  PID         -  CW0321
 CW0321  STATE/COUNTY-  NM/OTERO
 CW0321  USGS QUAD   -  MAYHILL (1963)
 CW0321
 CW0321                         *CURRENT SURVEY CONTROL
 CW0321  ___________________________________________________________________
 CW0321* NAD 83(1986)-  32 53 19.     (N)    105 28 43.     (W)     SCALED    
 CW0321* NAVD 88     -      2008.629  (meters)    6589.98   (feet)  ADJUSTED  
 CW0321  ___________________________________________________________________
 CW0321  GEOID HEIGHT-         -20.18  (meters)                     GEOID03
 CW0321  DYNAMIC HT  -        2005.458 (meters)    6579.57  (feet)  COMP
 CW0321  MODELED GRAV-     978,986.4   (mgal)                       NAVD 88
 CW0321
 CW0321  VERT ORDER  -  SECOND    CLASS 0
 CW0321
 CW0321.The horizontal coordinates were scaled from a topographic map and have
 CW0321.an estimated accuracy of +/- 6 seconds.
 CW0321
 CW0321.The orthometric height was determined by differential leveling
 CW0321.and adjusted by the National Geodetic Survey in June 1991..
 CW0321
 CW0321.The geoid height was determined by GEOID03.
 CW0321
 CW0321.The dynamic height is computed by dividing the NAVD 88
 CW0321.geopotential number by the normal gravity value computed on the
 CW0321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0321.degrees latitude (g = 980.6199 gals.).
 CW0321
 CW0321.The modeled gravity was interpolated from observed gravity values.
 CW0321
 CW0321;                    North         East    Units  Estimated Accuracy
 CW0321;SPC NM C     -   209,660.      572,170.      MT  (+/- 180 meters Scaled)
 CW0321
 CW0321                          SUPERSEDED SURVEY CONTROL
 CW0321
 CW0321  NGVD 29 (??/??/92) 2007.868  (m)         6587.48   (f) ADJ UNCH    2 0
 CW0321
 CW0321.Superseded values are not recommended for survey control.
 CW0321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0321.See file dsdata.txt to determine how the superseded data were derived.
 CW0321
 CW0321_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDS552390(NAD 83)
 CW0321_MARKER: Z = SEE DESCRIPTION
 CW0321_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CW0321_SP_SET: STONE WALL
 CW0321_STAMPING: 6568.76
 CW0321_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CW0321
 CW0321  HISTORY     - Date     Condition        Report By
 CW0321  HISTORY     - UNK      MONUMENTED       BPR
 CW0321  HISTORY     - 1939     GOOD             NGS
 CW0321
 CW0321                          STATION DESCRIPTION
 CW0321
 CW0321'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 CW0321'IN MAYHILL.
 CW0321'36 YARDS SOUTH OF THE SOUTHWEST CORNER OF THE STONE VENEER HOTEL AND
 CW0321'POST OFFICE BUILDING.  35.0 FT. WEST OF THE CENTERLINE OF STATE
 CW0321'HIGHWAY NO. 83.  ON THE EAST FACE OF THE CORNER STONE OF A SMALL STONE
 CW0321'WALL.  1.0 FT. ABOVE THE SURFACE OF HIGHWAY.  SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0370 ***********************************************************************
 EQ0370  DESIGNATION -  6573
 EQ0370  PID         -  EQ0370
 EQ0370  STATE/COUNTY-  NM/SOCORRO
 EQ0370  USGS QUAD   -  MAGDALENA (1985)
 EQ0370
 EQ0370                         *CURRENT SURVEY CONTROL
 EQ0370  ___________________________________________________________________
 EQ0370* NAD 83(1986)-  34 07 02.     (N)    107 14 36.     (W)     SCALED    
 EQ0370* NAVD 88     -      2004.417  (meters)    6576.16   (feet)  ADJUSTED  
 EQ0370  ___________________________________________________________________
 EQ0370  GEOID HEIGHT-         -21.56  (meters)                     GEOID03
 EQ0370  DYNAMIC HT  -        2001.382 (meters)    6566.20  (feet)  COMP
 EQ0370  MODELED GRAV-     979,050.5   (mgal)                       NAVD 88
 EQ0370
 EQ0370  VERT ORDER  -  FIRST     CLASS I
 EQ0370
 EQ0370.The horizontal coordinates were scaled from a topographic map and have
 EQ0370.an estimated accuracy of +/- 6 seconds.
 EQ0370
 EQ0370.The orthometric height was determined by differential leveling
 EQ0370.and adjusted by the National Geodetic Survey in June 1991..
 EQ0370
 EQ0370.The geoid height was determined by GEOID03.
 EQ0370
 EQ0370.The dynamic height is computed by dividing the NAVD 88
 EQ0370.geopotential number by the normal gravity value computed on the
 EQ0370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0370.degrees latitude (g = 980.6199 gals.).
 EQ0370
 EQ0370.The modeled gravity was interpolated from observed gravity values.
 EQ0370
 EQ0370;                    North         East    Units  Estimated Accuracy
 EQ0370;SPC NM C     -   346,100.      408,370.      MT  (+/- 180 meters Scaled)
 EQ0370
 EQ0370                          SUPERSEDED SURVEY CONTROL
 EQ0370
 EQ0370  NGVD 29 (??/??/92) 2003.544  (m)         6573.29   (f) ADJ UNCH    1 1
 EQ0370
 EQ0370.Superseded values are not recommended for survey control.
 EQ0370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0370.See file dsdata.txt to determine how the superseded data were derived.
 EQ0370
 EQ0370_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBT930774(NAD 83)
 EQ0370_MARKER: DD = SURVEY DISK
 EQ0370_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EQ0370_SP_SET: FOUNDATION
 EQ0370_STAMPING: 6573
 EQ0370_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EQ0370
 EQ0370  HISTORY     - Date     Condition        Report By
 EQ0370  HISTORY     - UNK      MONUMENTED       USGS
 EQ0370  HISTORY     - 1934     GOOD             NGS
 EQ0370  HISTORY     - 1978     GOOD             NGS
 EQ0370
 EQ0370                          STATION DESCRIPTION
 EQ0370
 EQ0370'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 EQ0370'IN MAGDALENA.
 EQ0370'AT MAGDALENA, SOCORRO COUNTY, ON THE NORTH SIDE OF MAIN STREET (U.S.
 EQ0370'HIGHWAY 60), AT THE BUILDING OCCUPIED BY THE PEOPLES CAFE, 24 FEET
 EQ0370'EAST OF THE SOUTHWEST CORNER OF THE CONCRETE FOUNDATION AND 4 INCHES
 EQ0370'ABOVE THE SIDEWALK.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 EQ0370'STAMPED 6573 AND SET VERTICALLY.
 EQ0370
 EQ0370                          STATION RECOVERY (1978)
 EQ0370
 EQ0370'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EQ0370'ABOUT 0.3 MILE WEST ALONG U.S. HIGHWAY 60 FROM THE POST OFFICE IN
 EQ0370'MAGDALENA.  AT THE DRUG AND FOUNTAIN STORE, 33.5 FEET NORTH OF THE
 EQ0370'CENTERLINE OF U.S. HIGHWAY 60, 22.5 FEET EAST OF THE SOUTHEAST
 EQ0370'CORNER OF THE FOUNDATION.  THIS MARK IS SET IN THE FOUNDATION AND IS
 EQ0370'4 INCHES ABOVE THE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0157 ***********************************************************************
 CY0157  DESIGNATION -  66 H
 CY0157  PID         -  CY0157
 CY0157  STATE/COUNTY-  NM/HIDALGO
 CY0157  USGS QUAD   -  GARY (1980)
 CY0157
 CY0157                         *CURRENT SURVEY CONTROL
 CY0157  ___________________________________________________________________
 CY0157* NAD 83(1986)-  32 20 09.     (N)    108 47 56.     (W)     SCALED    
 CY0157* NAVD 88     -      1306.294  (meters)    4285.73   (feet)  ADJUSTED  
 CY0157  ___________________________________________________________________
 CY0157  GEOID HEIGHT-         -25.70  (meters)                     GEOID03
 CY0157  DYNAMIC HT  -        1304.352 (meters)    4279.36  (feet)  COMP
 CY0157  MODELED GRAV-     979,107.0   (mgal)                       NAVD 88
 CY0157
 CY0157  VERT ORDER  -  FIRST     CLASS II
 CY0157
 CY0157.The horizontal coordinates were scaled from a topographic map and have
 CY0157.an estimated accuracy of +/- 6 seconds.
 CY0157
 CY0157.The orthometric height was determined by differential leveling
 CY0157.and adjusted by the National Geodetic Survey in June 1991..
 CY0157
 CY0157.The geoid height was determined by GEOID03.
 CY0157
 CY0157.The dynamic height is computed by dividing the NAVD 88
 CY0157.geopotential number by the normal gravity value computed on the
 CY0157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0157.degrees latitude (g = 980.6199 gals.).
 CY0157
 CY0157.The modeled gravity was interpolated from observed gravity values.
 CY0157
 CY0157;                    North         East    Units  Estimated Accuracy
 CY0157;SPC NM W     -   148,520.      739,100.      MT  (+/- 180 meters Scaled)
 CY0157
 CY0157                          SUPERSEDED SURVEY CONTROL
 CY0157
 CY0157  NGVD 29 (??/??/92) 1305.528  (m)         4283.22   (f) ADJ UNCH    1 2
 CY0157
 CY0157.Superseded values are not recommended for survey control.
 CY0157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0157.See file dsdata.txt to determine how the superseded data were derived.
 CY0157
 CY0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYA071797(NAD 83)
 CY0157_MARKER: P = PIPE CAP
 CY0157_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CY0157_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CY0157_STAMPING: 66 H 1907
 CY0157_PROJECTION: PROJECTING 37 CENTIMETERS
 CY0157_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CY0157
 CY0157  HISTORY     - Date     Condition        Report By
 CY0157  HISTORY     - 1907     MONUMENTED       USGS
 CY0157  HISTORY     - 1952     GOOD             NGS
 CY0157  HISTORY     - 1979     GOOD             NGS
 CY0157
 CY0157                          STATION DESCRIPTION
 CY0157
 CY0157'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CY0157'5.7 MI SW FROM LORDSBURG.
 CY0157'5.7 MILES SOUTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 CY0157'STATION AT LORDSBURG, 12 RAILS NORTHEAST OF SEMAPHORE 11424, 114 FEET
 CY0157'SOUTHEAST OF THE SOUTHEAST RAIL, 18 FEET NORTHWEST OF THE CENTER LINE
 CY0157'OF OLD U.S. HIGHWAY 80, 15 FEET SOUTHEAST OF A FENCE, 4.2 FEET
 CY0157'NORTHEAST OF A WITNESS POST, RIVETED ON THE TOP OF A 3 1/2 INCH IRON
 CY0157'PIPE WHICH PROJECTS 1.2 FEET ABOVE THE GROUND.
 CY0157
 CY0157                          STATION RECOVERY (1979)
 CY0157
 CY0157'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CY0157'9.3 KILOMETERS (5.8 MILES) WEST ALONG THE SOUTHERN PACIFIC RAILROAD
 CY0157'FROM THE STATION AT LORDSBURG, 34.7 METERS (114 FEET) SOUTHEAST OF
 CY0157'THE SOUTHEAST RAIL, 35.5 METERS (116 FEET) SOUTH OF A TELEPHONE POLE,
 CY0157'11.1 METERS (36.5 FEET) NORTHWEST OF THE CENTERLINE OF OLD U. S.
 CY0157'HIGHWAY 80 AND 4.7 METERS (15.5 FEET) SOUTHEAST OF A FENCE.
 CY0157'THE MARK IS 0.4 METERS  SW FROM A WITNESS POST.
 CY0157'THE MARK IS 0.3 M BELOW THE RAILS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0652 ***********************************************************************
 DR0652  DESIGNATION -  6627
 DR0652  PID         -  DR0652
 DR0652  STATE/COUNTY-  NM/OTERO
 DR0652  USGS QUAD   -  MESCALERO (1982)
 DR0652
 DR0652                         *CURRENT SURVEY CONTROL
 DR0652  ___________________________________________________________________
 DR0652* NAD 83(1986)-  33 09 24.     (N)    105 46 20.     (W)     SCALED    
 DR0652* NAVD 88     -      2014.340  (meters)    6608.71   (feet)  ADJUSTED  
 DR0652  ___________________________________________________________________
 DR0652  GEOID HEIGHT-         -20.19  (meters)                     GEOID03
 DR0652  DYNAMIC HT  -        2011.188 (meters)    6598.37  (feet)  COMP
 DR0652  MODELED GRAV-     979,000.0   (mgal)                       NAVD 88
 DR0652
 DR0652  VERT ORDER  -  FIRST     CLASS II
 DR0652
 DR0652.The horizontal coordinates were scaled from a topographic map and have
 DR0652.an estimated accuracy of +/- 6 seconds.
 DR0652
 DR0652.The orthometric height was determined by differential leveling
 DR0652.and adjusted by the National Geodetic Survey in June 1991..
 DR0652
 DR0652.The geoid height was determined by GEOID03.
 DR0652
 DR0652.The dynamic height is computed by dividing the NAVD 88
 DR0652.geopotential number by the normal gravity value computed on the
 DR0652.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0652.degrees latitude (g = 980.6199 gals.).
 DR0652
 DR0652.The modeled gravity was interpolated from observed gravity values.
 DR0652
 DR0652;                    North         East    Units  Estimated Accuracy
 DR0652;SPC NM C     -   239,230.      544,570.      MT  (+/- 180 meters Scaled)
 DR0652
 DR0652                          SUPERSEDED SURVEY CONTROL
 DR0652
 DR0652  NGVD 29 (??/??/92) 2013.544  (m)         6606.10   (f) ADJ UNCH    1 2
 DR0652
 DR0652.Superseded values are not recommended for survey control.
 DR0652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0652.See file dsdata.txt to determine how the superseded data were derived.
 DR0652
 DR0652_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDS279689(NAD 83)
 DR0652_MARKER: DD = SURVEY DISK
 DR0652_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DR0652_SP_SET: SIDEWALK
 DR0652_STAMPING: 6606.102
 DR0652_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR0652
 DR0652  HISTORY     - Date     Condition        Report By
 DR0652  HISTORY     - UNK      MONUMENTED       BPR
 DR0652  HISTORY     - 1934     GOOD             NGS
 DR0652  HISTORY     - 1963     MARK NOT FOUND   USGS
 DR0652  HISTORY     - 1975     MARK NOT FOUND   USGS
 DR0652
 DR0652                          STATION DESCRIPTION
 DR0652
 DR0652'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DR0652'IN MESCALERO.
 DR0652'AT MESCALERO, OTERO COUNTY, ABOUT 300 FEET EAST OF THE INDIAN AGENCY
 DR0652'HEADQUARTERS, 136 FEET SOUTH OF U.S. HIGHWAY 70, AT THE FLAGPOLE OF
 DR0652'THE INDIAN SCHOOL, AND IN THE CONCRETE SIDEWALK.  A UNITED STATES
 DR0652'GEOLOGICAL SURVEY STANDARD DISK, STAMPED 6606.102.
 DR0652
 DR0652                          STATION RECOVERY (1963)
 DR0652
 DR0652'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 DR0652'MARK NOT FOUND.
 DR0652
 DR0652                          STATION RECOVERY (1975)
 DR0652
 DR0652'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 DR0652'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0366 ***********************************************************************
 EQ0366  DESIGNATION -  6628
 EQ0366  PID         -  EQ0366
 EQ0366  STATE/COUNTY-  NM/SOCORRO
 EQ0366  USGS QUAD   -  ARROYO LANDAVASO (1995)
 EQ0366
 EQ0366                         *CURRENT SURVEY CONTROL
 EQ0366  ___________________________________________________________________
 EQ0366* NAD 83(1986)-  34 06 07.     (N)    107 18 01.     (W)     SCALED    
 EQ0366* NAVD 88     -      2021.289  (meters)    6631.51   (feet)  ADJUSTED  
 EQ0366  ___________________________________________________________________
 EQ0366  GEOID HEIGHT-         -21.58  (meters)                     GEOID03
 EQ0366  DYNAMIC HT  -        2018.200 (meters)    6621.38  (feet)  COMP
 EQ0366  MODELED GRAV-     979,035.3   (mgal)                       NAVD 88
 EQ0366
 EQ0366  VERT ORDER  -  FIRST     CLASS I
 EQ0366
 EQ0366.The horizontal coordinates were scaled from a topographic map and have
 EQ0366.an estimated accuracy of +/- 6 seconds.
 EQ0366
 EQ0366.The orthometric height was determined by differential leveling
 EQ0366.and adjusted by the National Geodetic Survey in June 1991..
 EQ0366
 EQ0366.The geoid height was determined by GEOID03.
 EQ0366
 EQ0366.The dynamic height is computed by dividing the NAVD 88
 EQ0366.geopotential number by the normal gravity value computed on the
 EQ0366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0366.degrees latitude (g = 980.6199 gals.).
 EQ0366
 EQ0366.The modeled gravity was interpolated from observed gravity values.
 EQ0366
 EQ0366;                    North         East    Units  Estimated Accuracy
 EQ0366;SPC NM C     -   344,460.      403,090.      MT  (+/- 180 meters Scaled)
 EQ0366
 EQ0366                          SUPERSEDED SURVEY CONTROL
 EQ0366
 EQ0366  NGVD 29 (??/??/92) 2020.392  (m)         6628.57   (f) ADJ UNCH    1 1
 EQ0366
 EQ0366.Superseded values are not recommended for survey control.
 EQ0366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0366.See file dsdata.txt to determine how the superseded data were derived.
 EQ0366
 EQ0366_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBT878758(NAD 83)
 EQ0366_MARKER: DD = SURVEY DISK
 EQ0366_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EQ0366_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EQ0366_STAMPING: 6628
 EQ0366_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EQ0366
 EQ0366  HISTORY     - Date     Condition        Report By
 EQ0366  HISTORY     - UNK      MONUMENTED       USGS
 EQ0366  HISTORY     - 1934     GOOD             NGS
 EQ0366  HISTORY     - 1978     GOOD             NGS
 EQ0366
 EQ0366                          STATION DESCRIPTION
 EQ0366
 EQ0366'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 EQ0366'3.7 MI W FROM MAGDALENA.
 EQ0366'ON US HWY NO. 60 FROM POST OFFICE, ABOUT 360 FEET EAST OF A CONCRETE
 EQ0366'DIP IN THE HWY, AND ABOUT 194 FEET EAST OF A FENCE CORNER.  139 FEET
 EQ0366'EAST OF A CATTLE GUARD 12 FEET WEST OF A CULVERT AND ABOUT 40 FEET
 EQ0366'SOUTH OF THE CENTERLINE OF THE HWY.  STAND CAP RIVITED TO IRON PIPE
 EQ0366'AND REINFORCED WITH CONC.
 EQ0366
 EQ0366                          STATION RECOVERY (1978)
 EQ0366
 EQ0366'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EQ0366'3.9 MILES WEST ALONG U.S. HIGHWAY 60 FROM THE POST OFFICE IN
 EQ0366'MAGDALENA.  AT A POWER LINE CROSSING THE ROAD, 0.15 MILE NORTHEAST
 EQ0366'AND ACROSS THE HIGHWAY FROM A WINDMILL, 515 FEET NORTH OF THE
 EQ0366'CENTERLINE OF THE HIGHWAY, 380 FEET NORTH OF THE NORTHERLY POLE FOR
 EQ0366'A LINE CROSSING (THE MOST WESTERLY OF TWO LINE CROSSINGS), 360 FEET
 EQ0366'EAST OF A CONCRETE DIP, AND 40 FEET SOUTH OF THE CENTERLINE OF THE
 EQ0366'PAVEMENT FOR THE OLD HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0191 ***********************************************************************
 GN0191  DESIGNATION -  6643.25
 GN0191  PID         -  GN0191
 GN0191  STATE/COUNTY-  NM/RIO ARRIBA
 GN0191  USGS QUAD   -  CANJILON (1995)
 GN0191
 GN0191                         *CURRENT SURVEY CONTROL
 GN0191  ___________________________________________________________________
 GN0191* NAD 83(1986)-  36 23 58.     (N)    106 29 45.     (W)     SCALED    
 GN0191* NAVD 88     -      2096.48   (+/-2cm)    6878.2    (feet)  VERTCON   
 GN0191  ___________________________________________________________________
 GN0191  GEOID HEIGHT-         -18.32  (meters)                     GEOID03
 GN0191
 GN0191  VERT ORDER  -  ? (See Below)
 GN0191
 GN0191.The horizontal coordinates were scaled from a topographic map and have
 GN0191.an estimated accuracy of +/- 6 seconds.
 GN0191
 GN0191.The NAVD 88 height was computed by applying the VERTCON shift value to
 GN0191.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GN0191.The vertical order pertains to the NGVD 29 superseded value.
 GN0191
 GN0191.The geoid height was determined by GEOID03.
 GN0191
 GN0191;                    North         East    Units  Estimated Accuracy
 GN0191;SPC NM C     -   598,860.      477,950.      MT  (+/- 180 meters Scaled)
 GN0191
 GN0191                          SUPERSEDED SURVEY CONTROL
 GN0191
 GN0191  NGVD 29 (??/??/92) 2095.302  (m)         6874.34   (f) ADJ UNCH    ?  
 GN0191
 GN0191.Superseded values are not recommended for survey control.
 GN0191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0191.See file dsdata.txt to determine how the superseded data were derived.
 GN0191
 GN0191_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCA658292(NAD 83)
 GN0191_MARKER: DB = BENCH MARK DISK
 GN0191_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GN0191_SP_SET: BRIDGE
 GN0191_STAMPING: 6643.25 EL
 GN0191_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GN0191
 GN0191  HISTORY     - Date     Condition        Report By
 GN0191  HISTORY     - UNK      MONUMENTED       BPR
 GN0191  HISTORY     - 1952     GOOD             USGS
 GN0191
 GN0191                          STATION DESCRIPTION
 GN0191
 GN0191'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 GN0191'7.1 MI S FROM CANJILON.
 GN0191'ABOUT 7.1 MILES S ALONG US HIGHWAY 84 FROM CANJILON, RIO ARRIBA
 GN0191'COUNTY, AT THE SOUTH END OF A CONCRETE BRIDGE, IN THE WEST ABUTMENT,
 GN0191'AND 15 FT WEST OF THE CENTER LINE OF THE HIGHWAY.  A UNITED STATES
 GN0191'BUREAU OF PUBLIC ROADS, DEPT OF AGRICULTURE, STANDARD DISK, STAMPED
 GN0191'6643.25 EL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0606 ***********************************************************************
 DT0606  DESIGNATION -  6644.84
 DT0606  PID         -  DT0606
 DT0606  STATE/COUNTY-  NM/CATRON
 DT0606  USGS QUAD   -  ARAGON (1965)
 DT0606
 DT0606                         *CURRENT SURVEY CONTROL
 DT0606  ___________________________________________________________________
 DT0606* NAD 83(1986)-  33 52 47.     (N)    108 33 11.     (W)     SCALED    
 DT0606* NAVD 88     -      2026.313  (meters)    6648.00   (feet)  ADJUSTED  
 DT0606  ___________________________________________________________________
 DT0606  GEOID HEIGHT-         -22.09  (meters)                     GEOID03
 DT0606  DYNAMIC HT  -        2023.165 (meters)    6637.67  (feet)  COMP
 DT0606  MODELED GRAV-     979,010.5   (mgal)                       NAVD 88
 DT0606
 DT0606  VERT ORDER  -  FIRST     CLASS II
 DT0606
 DT0606.The horizontal coordinates were scaled from a topographic map and have
 DT0606.an estimated accuracy of +/- 6 seconds.
 DT0606
 DT0606.The orthometric height was determined by differential leveling
 DT0606.and adjusted by the National Geodetic Survey in June 1991..
 DT0606
 DT0606.The geoid height was determined by GEOID03.
 DT0606
 DT0606.The dynamic height is computed by dividing the NAVD 88
 DT0606.geopotential number by the normal gravity value computed on the
 DT0606.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0606.degrees latitude (g = 980.6199 gals.).
 DT0606
 DT0606.The modeled gravity was interpolated from observed gravity values.
 DT0606
 DT0606;                    North         East    Units  Estimated Accuracy
 DT0606;SPC NM W     -   319,550.      763,420.      MT  (+/- 180 meters Scaled)
 DT0606
 DT0606                          SUPERSEDED SURVEY CONTROL
 DT0606
 DT0606.No superseded survey control is available for this station.
 DT0606
 DT0606_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYC263515(NAD 83)
 DT0606_MARKER: DB = BENCH MARK DISK
 DT0606_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DT0606_SP_SET: HEADWALL
 DT0606_STAMPING: 6644.84 1953
 DT0606_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DT0606_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DT0606+SATELLITE: SATELLITE OBSERVATIONS - November 27, 2004
 DT0606
 DT0606  HISTORY     - Date     Condition        Report By
 DT0606  HISTORY     - 1953     MONUMENTED       BPR
 DT0606  HISTORY     - 1980     GOOD             NGS
 DT0606  HISTORY     - 20041127 GOOD             GEOCAC
 DT0606
 DT0606                          STATION DESCRIPTION
 DT0606
 DT0606'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 DT0606'1.8 KM SW FROM ARAGON.
 DT0606'1.8 KM (1.1 MI) SOUTHWEST ALONG STATE HIGHWAY 12 FROM
 DT0606'THE POST OFFICE IN ARAGON, IN THE WEST END OF THE NORTH HEADWALL
 DT0606'OF A MULTI-BOX CULVERT, AND 6.9 METERS (22.6 FT) NORTH OF THE CENTER
 DT0606'OF THE HIGHWAY.
 DT0606'THE MARK IS 0.5 M BELOW THE HIGHWAY.
 DT0606
 DT0606                          STATION RECOVERY (2004)
 DT0606
 DT0606'RECOVERY NOTE BY GEOCACHING 2004 (CB)
 DT0606'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0569 ***********************************************************************
 DR0569  DESIGNATION -  664+50
 DR0569  PID         -  DR0569
 DR0569  STATE/COUNTY-  NM/LINCOLN
 DR0569  USGS QUAD   -  LINCOLN (1989)
 DR0569
 DR0569                         *CURRENT SURVEY CONTROL
 DR0569  ___________________________________________________________________
 DR0569* NAD 83(1986)-  33 23 45.     (N)    105 28 47.     (W)     SCALED    
 DR0569* NAVD 88     -      1792.398  (meters)    5880.56   (feet)  ADJUSTED  
 DR0569  ___________________________________________________________________
 DR0569  GEOID HEIGHT-         -19.75  (meters)                     GEOID03
 DR0569  DYNAMIC HT  -        1789.737 (meters)    5871.83  (feet)  COMP
 DR0569  MODELED GRAV-     979,087.7   (mgal)                       NAVD 88
 DR0569
 DR0569  VERT ORDER  -  FIRST     CLASS II
 DR0569
 DR0569.The horizontal coordinates were scaled from a topographic map and have
 DR0569.an estimated accuracy of +/- 6 seconds.
 DR0569
 DR0569.The orthometric height was determined by differential leveling
 DR0569.and adjusted by the National Geodetic Survey in June 1991..
 DR0569
 DR0569.The geoid height was determined by GEOID03.
 DR0569
 DR0569.The dynamic height is computed by dividing the NAVD 88
 DR0569.geopotential number by the normal gravity value computed on the
 DR0569.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0569.degrees latitude (g = 980.6199 gals.).
 DR0569
 DR0569.The modeled gravity was interpolated from observed gravity values.
 DR0569
 DR0569;                    North         East    Units  Estimated Accuracy
 DR0569;SPC NM C     -   265,910.      571,660.      MT  (+/- 180 meters Scaled)
 DR0569
 DR0569                          SUPERSEDED SURVEY CONTROL
 DR0569
 DR0569  NGVD 29 (??/??/92) 1791.710  (m)         5878.30   (f) ADJ UNCH    1 2
 DR0569
 DR0569.Superseded values are not recommended for survey control.
 DR0569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0569.See file dsdata.txt to determine how the superseded data were derived.
 DR0569
 DR0569_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDS553952(NAD 83)
 DR0569_MARKER: DD = SURVEY DISK
 DR0569_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DR0569_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DR0569_STAMPING: 664+50
 DR0569_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR0569
 DR0569  HISTORY     - Date     Condition        Report By
 DR0569  HISTORY     - UNK      MONUMENTED       BPR
 DR0569  HISTORY     - 1944     GOOD             NGS
 DR0569
 DR0569                          STATION DESCRIPTION
 DR0569
 DR0569'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 DR0569'13.4 MI W FROM HONDO.
 DR0569'13.4 MILES WEST ALONG U.S. HIGHWAY 70 FROM THE GENERAL STORE AT HONDO,
 DR0569'LINCOLN COUNTY, 1.6 MILES WEST OF THE J.V. TULLY GENERAL STORE, AT
 DR0569'STATION 664+50, 60 FEET NORTH OF STATION 634+00 (U.S.P.R.A. 1944
 DR0569'RELOCATION SURVEY), 45 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY,
 DR0569'AND 3 FEET NORTH OF THE EDGE OF THE OLD ROADBED.  A UNITED STATES
 DR0569'BUREAU OF PUBLIC ROADS STANDARD CAP, STAMPED 664+50 AND FASTENED ON
 DR0569'THE TOP OF AN IRON PIPE SET IN CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0009 ***********************************************************************
 GM0009  DESIGNATION -  6665
 GM0009  PID         -  GM0009
 GM0009  STATE/COUNTY-  NM/COLFAX
 GM0009  USGS QUAD   -  JOHNSON PARK (1971)
 GM0009
 GM0009                         *CURRENT SURVEY CONTROL
 GM0009  ___________________________________________________________________
 GM0009* NAD 83(1986)-  36 48 12.     (N)    104 13 48.     (W)     SCALED    
 GM0009* NAVD 88     -      2033.094  (meters)    6670.24   (feet)  ADJUSTED  
 GM0009  ___________________________________________________________________
 GM0009  GEOID HEIGHT-         -18.51  (meters)                     GEOID03
 GM0009  DYNAMIC HT  -        2030.516 (meters)    6661.78  (feet)  COMP
 GM0009  MODELED GRAV-     979,290.2   (mgal)                       NAVD 88
 GM0009
 GM0009  VERT ORDER  -  FIRST     CLASS II
 GM0009
 GM0009.The horizontal coordinates were scaled from a topographic map and have
 GM0009.an estimated accuracy of +/- 6 seconds.
 GM0009
 GM0009.The orthometric height was determined by differential leveling
 GM0009.and adjusted by the National Geodetic Survey in June 1991..
 GM0009
 GM0009.The geoid height was determined by GEOID03.
 GM0009
 GM0009.The dynamic height is computed by dividing the NAVD 88
 GM0009.geopotential number by the normal gravity value computed on the
 GM0009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GM0009.degrees latitude (g = 980.6199 gals.).
 GM0009
 GM0009.The modeled gravity was interpolated from observed gravity values.
 GM0009
 GM0009;                    North         East    Units  Estimated Accuracy
 GM0009;SPC NM E     -   643,660.      174,220.      MT  (+/- 180 meters Scaled)
 GM0009
 GM0009                          SUPERSEDED SURVEY CONTROL
 GM0009
 GM0009.No superseded survey control is available for this station.
 GM0009
 GM0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEA686733(NAD 83)
 GM0009_MARKER: Z = SEE DESCRIPTION
 GM0009_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GM0009_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GM0009_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GM0009
 GM0009  HISTORY     - Date     Condition        Report By
 GM0009  HISTORY     - UNK      MONUMENTED       USGS
 GM0009  HISTORY     - 1934     GOOD             NGS
 GM0009
 GM0009                          STATION DESCRIPTION
 GM0009
 GM0009'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GM0009'16.21 MI NW FROM CAPULIN.
 GM0009'16.21 MILES NORTH WEST OF CAPULIN.  SET ALONG RIGHT OF WAY OF A.T. AND
 GM0009'S.F. R.R. 48 FT. NORTH OF CENTER LINE OF TRACK.  0.6 MILE NORTH WEST
 GM0009'OF M.P.19.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0716 ***********************************************************************
 DR0716  DESIGNATION -  6680 40 WA
 DR0716  PID         -  DR0716
 DR0716  STATE/COUNTY-  NM/LINCOLN
 DR0716  USGS QUAD   -  CAPITAN (1973)
 DR0716
 DR0716                         *CURRENT SURVEY CONTROL
 DR0716  ___________________________________________________________________
 DR0716* NAD 83(1986)-  33 34 14.     (N)    105 37 06.     (W)     SCALED    
 DR0716* NAVD 88     -      2036.956  (meters)    6682.91   (feet)  ADJUSTED  
 DR0716  ___________________________________________________________________
 DR0716  GEOID HEIGHT-         -19.65  (meters)                     GEOID03
 DR0716  DYNAMIC HT  -        2033.875 (meters)    6672.80  (feet)  COMP
 DR0716  MODELED GRAV-     979,050.2   (mgal)                       NAVD 88
 DR0716
 DR0716  VERT ORDER  -  SECOND    CLASS 0
 DR0716
 DR0716.The horizontal coordinates were scaled from a topographic map and have
 DR0716.an estimated accuracy of +/- 6 seconds.
 DR0716
 DR0716.The orthometric height was determined by differential leveling
 DR0716.and adjusted by the National Geodetic Survey in June 1991..
 DR0716
 DR0716.The geoid height was determined by GEOID03.
 DR0716
 DR0716.The dynamic height is computed by dividing the NAVD 88
 DR0716.geopotential number by the normal gravity value computed on the
 DR0716.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0716.degrees latitude (g = 980.6199 gals.).
 DR0716
 DR0716.The modeled gravity was interpolated from observed gravity values.
 DR0716
 DR0716;                    North         East    Units  Estimated Accuracy
 DR0716;SPC NM C     -   285,200.      558,640.      MT  (+/- 180 meters Scaled)
 DR0716
 DR0716                          SUPERSEDED SURVEY CONTROL
 DR0716
 DR0716  NGVD 29 (??/??/92) 2036.176  (m)         6680.35   (f) ADJ UNCH    2 0
 DR0716
 DR0716.Superseded values are not recommended for survey control.
 DR0716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0716.See file dsdata.txt to determine how the superseded data were derived.
 DR0716
 DR0716_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDT426147(NAD 83)
 DR0716_MARKER: DD = SURVEY DISK
 DR0716_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR0716_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DR0716_STAMPING: 6680 40 WA
 DR0716_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR0716+STABILITY: SURFACE MOTION
 DR0716
 DR0716  HISTORY     - Date     Condition        Report By
 DR0716  HISTORY     - UNK      MONUMENTED       USGS
 DR0716  HISTORY     - 1934     GOOD             NGS
 DR0716
 DR0716                          STATION DESCRIPTION
 DR0716
 DR0716'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DR0716'3.3 MI N FROM CAPITAN.
 DR0716'3.3 MI WEST ON US HWY NO. 380 6 FEET EAST OF THE CORNER POST OF AN
 DR0716'OFFSET IN THE FENCE LINE, 45 FEET NORTH OF THE CENTERLINE OF THE
 DR0716'HIGHWAY, AND 2 FEET SOUTH OF THE FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0622 ***********************************************************************
 FO0622  DESIGNATION -  67
 FO0622  PID         -  FO0622
 FO0622  STATE/COUNTY-  NM/SANDOVAL
 FO0622  USGS QUAD   -  CABEZON PEAK (1989)
 FO0622
 FO0622                         *CURRENT SURVEY CONTROL
 FO0622  ___________________________________________________________________
 FO0622* NAD 83(1986)-  35 36 37.     (N)    107 07 16.     (W)     SCALED    
 FO0622* NAVD 88     -      1888.95   (+/-2cm)    6197.3    (feet)  VERTCON   
 FO0622  ___________________________________________________________________
 FO0622  GEOID HEIGHT-         -20.35  (meters)                     GEOID03
 FO0622
 FO0622  VERT ORDER  -  ? (See Below)
 FO0622
 FO0622.The horizontal coordinates were scaled from a topographic map and have
 FO0622.an estimated accuracy of +/- 6 seconds.
 FO0622
 FO0622.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO0622.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO0622.The vertical order pertains to the NGVD 29 superseded value.
 FO0622
 FO0622.The geoid height was determined by GEOID03.
 FO0622
 FO0622;                    North         East    Units  Estimated Accuracy
 FO0622;SPC NM C     -   511,630.      421,080.      MT  (+/- 180 meters Scaled)
 FO0622
 FO0622                          SUPERSEDED SURVEY CONTROL
 FO0622
 FO0622  NGVD 29 (??/??/92) 1887.963  (m)         6194.09   (f) ADJ UNCH    ?  
 FO0622
 FO0622.Superseded values are not recommended for survey control.
 FO0622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0622.See file dsdata.txt to determine how the superseded data were derived.
 FO0622
 FO0622_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV078427(NAD 83)
 FO0622_MARKER: P = PIPE CAP
 FO0622_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FO0622_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FO0622_STAMPING: 67
 FO0622_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FO0622
 FO0622  HISTORY     - Date     Condition        Report By
 FO0622  HISTORY     - UNK      MONUMENTED       USGS
 FO0622  HISTORY     - 1905     GOOD             NGS
 FO0622
 FO0622                          STATION DESCRIPTION
 FO0622
 FO0622'DESCRIBED BY NATIONAL GEODETIC SURVEY 1905
 FO0622'10.2 MI N FROM CASA SALAZAR.
 FO0622'10.2 MILES NORTH ALONG A DIRT ROAD FROM CASA SALAZAR, SANDOVAL COUNTY,
 FO0622'ON THE EAST SIDE OF A DRAW, ON THE WEST SPUR OF A RIDGE, AND 25 FEET
 FO0622'EAST OF THE CENTERLINE OF THE ROAD.  A UNITED STATES GEOLOGICAL SURVEY
 FO0622'STANDARD CAP, STAMPED 67 AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON
 FO0622'PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0165 ***********************************************************************
 CY0165  DESIGNATION -  67 C
 CY0165  PID         -  CY0165
 CY0165  STATE/COUNTY-  NM/HIDALGO
 CY0165  USGS QUAD   -  LORDSBURG (1980)
 CY0165
 CY0165                         *CURRENT SURVEY CONTROL
 CY0165  ___________________________________________________________________
 CY0165* NAD 83(1986)-  32 20 57.     (N)    108 42 25.     (W)     SCALED    
 CY0165* NAVD 88     -      1296.40   (+/-2cm)    4253.3    (feet)  VERTCON   
 CY0165  ___________________________________________________________________
 CY0165  GEOID HEIGHT-         -25.47  (meters)                     GEOID03
 CY0165
 CY0165  VERT ORDER  -  FIRST     CLASS II (See Below)
 CY0165
 CY0165.The horizontal coordinates were scaled from a topographic map and have
 CY0165.an estimated accuracy of +/- 6 seconds.
 CY0165
 CY0165.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0165.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0165.The vertical order pertains to the NGVD 29 superseded value.
 CY0165
 CY0165.The geoid height was determined by GEOID03.
 CY0165
 CY0165;                    North         East    Units  Estimated Accuracy
 CY0165;SPC NM W     -   149,920.      747,770.      MT  (+/- 180 meters Scaled)
 CY0165
 CY0165                          SUPERSEDED SURVEY CONTROL
 CY0165
 CY0165  NGVD 29 (??/??/92) 1295.664  (m)         4250.86   (f) ADJ UNCH    1 2
 CY0165
 CY0165.Superseded values are not recommended for survey control.
 CY0165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0165.See file dsdata.txt to determine how the superseded data were derived.
 CY0165
 CY0165_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYA157814(NAD 83)
 CY0165_MARKER: P = PIPE CAP
 CY0165_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CY0165_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CY0165_STAMPING: 67 C 1906
 CY0165_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CY0165
 CY0165  HISTORY     - Date     Condition        Report By
 CY0165  HISTORY     - 1906     MONUMENTED       USGS
 CY0165  HISTORY     - 1952     GOOD             NGS
 CY0165  HISTORY     - 1979     MARK NOT FOUND   NGS
 CY0165
 CY0165                          STATION DESCRIPTION
 CY0165
 CY0165'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CY0165'IN LORDSBURG.
 CY0165'AT LORDSBURG, HIDALGO COUNTY, ON U. S. HIGHWAY 80, ABOUT 98 YARDS
 CY0165'SOUTHWEST OF THE CENTER LINE OF THE SOUTHERN PACIFIC CO. RAILROAD
 CY0165'TRACK, 25 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, ABOUT 1/2
 CY0165'BLOCK SOUTHEAST OF THE LORDSBURG NATIONAL BANK, IN THE CONCRETE
 CY0165'CURBING, AND ABOUT 15 INCHES HIGHER THAN THE ROAD.  A UNITED STATES
 CY0165'GEOLOGICAL SURVEY STANDARD CAP, STAMPED 67 C 1906 AND RIVETED ON THE
 CY0165'TOP OF A 3-1/2-INCH IRON PIPE ABOUT 6 INCHES LOWER THAN THE SIDEWALK.
 CY0165
 CY0165                          STATION RECOVERY (1979)
 CY0165
 CY0165'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CY0165'THE STREET WAS WIDENED AND A NEW CURB INSTALLED.  THE MARK IS PRESUMED
 CY0165'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0931 ***********************************************************************
 CX0931  DESIGNATION -  67 C
 CX0931  PID         -  CX0931
 CX0931  STATE/COUNTY-  NM/SIERRA
 CX0931  USGS QUAD   -  SKUTE STONE ARROYO (1961)
 CX0931
 CX0931                         *CURRENT SURVEY CONTROL
 CX0931  ___________________________________________________________________
 CX0931* NAD 83(1986)-  32 58 19.     (N)    107 23 22.     (W)     SCALED    
 CX0931* NAVD 88     -      1438.310  (meters)    4718.86   (feet)  ADJUSTED  
 CX0931  ___________________________________________________________________
 CX0931  GEOID HEIGHT-         -23.57  (meters)                     GEOID03
 CX0931  DYNAMIC HT  -        1436.150 (meters)    4711.77  (feet)  COMP
 CX0931  MODELED GRAV-     979,086.4   (mgal)                       NAVD 88
 CX0931
 CX0931  VERT ORDER  -  SECOND    CLASS 0
 CX0931
 CX0931.The horizontal coordinates were scaled from a topographic map and have
 CX0931.an estimated accuracy of +/- 6 seconds.
 CX0931
 CX0931.The orthometric height was determined by differential leveling
 CX0931.and adjusted by the National Geodetic Survey in June 1991..
 CX0931
 CX0931.The geoid height was determined by GEOID03.
 CX0931
 CX0931.The dynamic height is computed by dividing the NAVD 88
 CX0931.geopotential number by the normal gravity value computed on the
 CX0931.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0931.degrees latitude (g = 980.6199 gals.).
 CX0931
 CX0931.The modeled gravity was interpolated from observed gravity values.
 CX0931
 CX0931;                    North         East    Units  Estimated Accuracy
 CX0931;SPC NM W     -   218,730.      871,490.      MT  (+/- 180 meters Scaled)
 CX0931
 CX0931                          SUPERSEDED SURVEY CONTROL
 CX0931
 CX0931  NGVD 29 (??/??/92) 1437.608  (m)         4716.55   (f) ADJ UNCH    2 0
 CX0931
 CX0931.Superseded values are not recommended for survey control.
 CX0931.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0931.See file dsdata.txt to determine how the superseded data were derived.
 CX0931
 CX0931_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBS766507(NAD 83)
 CX0931_MARKER: DD = SURVEY DISK
 CX0931_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX0931_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CX0931_STAMPING: 4717 67 C 1934
 CX0931_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX0931+STABILITY: SURFACE MOTION
 CX0931
 CX0931  HISTORY     - Date     Condition        Report By
 CX0931  HISTORY     - 1934     MONUMENTED       USGS
 CX0931  HISTORY     - 1953     GOOD             NGS
 CX0931
 CX0931                          STATION DESCRIPTION
 CX0931
 CX0931'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CX0931'18.3 MI SW FROM HOT SPRINGS.
 CX0931'13.6 MILES SOUTH ALONG U.S. HIGHWAY 85 FROM THE NORTHWEST ENTRANCE TO
 CX0931'THE CARRIE TINGLE CHILDRENS HOSPITAL AT HOT SPRINGS, THENCE 4.7 MILES
 CX0931'WEST ALONG NEW MEXICO STATE HIGHWAY 180, 0.8 MILE WEST OF A STEEL
 CX0931'CATTLE GUARD, 45 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 3 1/2
 CX0931'FEET NORTH OF A ROW OF POLES, 1.0 FOOT SOUTH OF A REFERENCE POST, AND
 CX0931'SET IN THE TOP OF A CONCRETE POST PROJCETING 1.0 FOOT ABOVE THE
 CX0931'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0185 ***********************************************************************
 FO0185  DESIGNATION -  6703
 FO0185  PID         -  FO0185
 FO0185  STATE/COUNTY-  NM/BERNALILLO
 FO0185  USGS QUAD   -  TIJERAS (1990)
 FO0185
 FO0185                         *CURRENT SURVEY CONTROL
 FO0185  ___________________________________________________________________
 FO0185* NAD 83(1986)-  35 02 08.     (N)    106 22 53.     (W)     SCALED    
 FO0185* NAVD 88     -      2043.947  (meters)    6705.85   (feet)  ADJUSTED  
 FO0185  ___________________________________________________________________
 FO0185  GEOID HEIGHT-         -19.62  (meters)                     GEOID03
 FO0185  DYNAMIC HT  -        2041.092 (meters)    6696.48  (feet)  COMP
 FO0185  MODELED GRAV-     979,163.4   (mgal)                       NAVD 88
 FO0185
 FO0185  VERT ORDER  -  SECOND    CLASS 0
 FO0185
 FO0185.The horizontal coordinates were scaled from a topographic map and have
 FO0185.an estimated accuracy of +/- 6 seconds.
 FO0185
 FO0185.The orthometric height was determined by differential leveling
 FO0185.and adjusted by the National Geodetic Survey in June 1991..
 FO0185
 FO0185.The geoid height was determined by GEOID03.
 FO0185
 FO0185.The dynamic height is computed by dividing the NAVD 88
 FO0185.geopotential number by the normal gravity value computed on the
 FO0185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0185.degrees latitude (g = 980.6199 gals.).
 FO0185
 FO0185.The modeled gravity was interpolated from observed gravity values.
 FO0185
 FO0185;                    North         East    Units  Estimated Accuracy
 FO0185;SPC NM C     -   447,530.      488,010.      MT  (+/- 180 meters Scaled)
 FO0185
 FO0185                          SUPERSEDED SURVEY CONTROL
 FO0185
 FO0185  NGVD 29 (??/??/92) 2043.086  (m)         6703.02   (f) ADJ UNCH    2 0
 FO0185
 FO0185.Superseded values are not recommended for survey control.
 FO0185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0185.See file dsdata.txt to determine how the superseded data were derived.
 FO0185
 FO0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU739778(NAD 83)
 FO0185_MARKER: DD = SURVEY DISK
 FO0185_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FO0185_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FO0185
 FO0185  HISTORY     - Date     Condition        Report By
 FO0185  HISTORY     - UNK      MONUMENTED       BPR
 FO0185  HISTORY     - 1935     GOOD             NGS
 FO0185
 FO0185                          STATION DESCRIPTION
 FO0185
 FO0185'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FO0185'3.3 MI S FROM TIJERAS RANGER STA.
 FO0185'3.3 MILES SOUTH ALONG THE YRISARRI ROAD FROM THE RANGER STATION AT
 FO0185'TIJERAS, BERNALILLO COUNTY, AT A CONCRETE BRIDGE, IN THE TOP OF THE
 FO0185'NORTHEAST ABUTMENT, AND 17 FEET EAST OF THE CENTERLINE OF THE ROAD. AN
 FO0185'IRON RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0274 ***********************************************************************
 GN0274  DESIGNATION -  6769.986
 GN0274  PID         -  GN0274
 GN0274  STATE/COUNTY-  NM/RIO ARRIBA
 GN0274  USGS QUAD   -  DULCE (1983)
 GN0274
 GN0274                         *CURRENT SURVEY CONTROL
 GN0274  ___________________________________________________________________
 GN0274* NAD 83(1986)-  36 56 00.     (N)    106 59 58.     (W)     SCALED    
 GN0274* NAVD 88     -      2064.391  (meters)    6772.92   (feet)  ADJUSTED  
 GN0274  ___________________________________________________________________
 GN0274  GEOID HEIGHT-         -18.48  (meters)                     GEOID03
 GN0274  DYNAMIC HT  -        2061.634 (meters)    6763.88  (feet)  COMP
 GN0274  MODELED GRAV-     979,222.4   (mgal)                       NAVD 88
 GN0274
 GN0274  VERT ORDER  -  FIRST     CLASS II
 GN0274
 GN0274.The horizontal coordinates were scaled from a topographic map and have
 GN0274.an estimated accuracy of +/- 6 seconds.
 GN0274
 GN0274.The orthometric height was determined by differential leveling
 GN0274.and adjusted by the National Geodetic Survey in June 1991..
 GN0274
 GN0274.The geoid height was determined by GEOID03.
 GN0274
 GN0274.The dynamic height is computed by dividing the NAVD 88
 GN0274.geopotential number by the normal gravity value computed on the
 GN0274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GN0274.degrees latitude (g = 980.6199 gals.).
 GN0274
 GN0274.The modeled gravity was interpolated from observed gravity values.
 GN0274
 GN0274;                    North         East    Units  Estimated Accuracy
 GN0274;SPC NM C     -   658,340.      433,240.      MT  (+/- 180 meters Scaled)
 GN0274
 GN0274                          SUPERSEDED SURVEY CONTROL
 GN0274
 GN0274  NGVD 29 (??/??/92) 2063.064  (m)         6768.57   (f) ADJ UNCH    1 2
 GN0274
 GN0274.Superseded values are not recommended for survey control.
 GN0274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0274.See file dsdata.txt to determine how the superseded data were derived.
 GN0274
 GN0274_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCA219893(NAD 83)
 GN0274_MARKER: P = PIPE CAP
 GN0274_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GN0274_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GN0274_STAMPING: 6769.986
 GN0274_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GN0274
 GN0274  HISTORY     - Date     Condition        Report By
 GN0274  HISTORY     - UNK      MONUMENTED       USGS
 GN0274  HISTORY     - 1934     GOOD             NGS
 GN0274
 GN0274                          STATION DESCRIPTION
 GN0274
 GN0274'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GN0274'IN DULCE.
 GN0274'AT DULCE, RIO ARRIBA COUNTY ON STATE HIGHWAY 17, AT THE NORTHWEST
 GN0274'CORNER OF THE JICARRILLA INDIAN AGENCY, AND 33 FEET SOUTHWEST OF THE
 GN0274'CENTER LINE OF THE HIGHWAY.  A UNITED STATES GEOLOGICAL SURVEY
 GN0274'STANDARD CAP, STAMPED 6769.986 AND RIVETED ON THE TOP OF A 3-1/2-INCH
 GN0274'IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0272 ***********************************************************************
 GN0272  DESIGNATION -  6848.002
 GN0272  PID         -  GN0272
 GN0272  STATE/COUNTY-  NM/RIO ARRIBA
 GN0272  USGS QUAD   -  DULCE (1983)
 GN0272
 GN0272                         *CURRENT SURVEY CONTROL
 GN0272  ___________________________________________________________________
 GN0272* NAD 83(1986)-  36 55 53.     (N)    106 56 02.     (W)     SCALED    
 GN0272* NAVD 88     -      2088.047  (meters)    6850.53   (feet)  ADJUSTED  
 GN0272  ___________________________________________________________________
 GN0272  GEOID HEIGHT-         -18.23  (meters)                     GEOID03
 GN0272  DYNAMIC HT  -        2085.277 (meters)    6841.45  (feet)  COMP
 GN0272  MODELED GRAV-     979,230.6   (mgal)                       NAVD 88
 GN0272
 GN0272  VERT ORDER  -  FIRST     CLASS II
 GN0272
 GN0272.The horizontal coordinates were scaled from a topographic map and have
 GN0272.an estimated accuracy of +/- 6 seconds.
 GN0272
 GN0272.The orthometric height was determined by differential leveling
 GN0272.and adjusted by the National Geodetic Survey in June 1991..
 GN0272
 GN0272.The geoid height was determined by GEOID03.
 GN0272
 GN0272.The dynamic height is computed by dividing the NAVD 88
 GN0272.geopotential number by the normal gravity value computed on the
 GN0272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GN0272.degrees latitude (g = 980.6199 gals.).
 GN0272
 GN0272.The modeled gravity was interpolated from observed gravity values.
 GN0272
 GN0272;                    North         East    Units  Estimated Accuracy
 GN0272;SPC NM C     -   658,080.      439,080.      MT  (+/- 180 meters Scaled)
 GN0272
 GN0272                          SUPERSEDED SURVEY CONTROL
 GN0272
 GN0272  NGVD 29 (??/??/92) 2086.736  (m)         6846.23   (f) ADJ UNCH    1 2
 GN0272
 GN0272.Superseded values are not recommended for survey control.
 GN0272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0272.See file dsdata.txt to determine how the superseded data were derived.
 GN0272
 GN0272_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCA277890(NAD 83)
 GN0272_MARKER: P = PIPE CAP
 GN0272_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GN0272_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GN0272_STAMPING: 6848.002
 GN0272_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GN0272
 GN0272  HISTORY     - Date     Condition        Report By
 GN0272  HISTORY     - UNK      MONUMENTED       USGS
 GN0272  HISTORY     - 1934     GOOD             NGS
 GN0272  HISTORY     - 1942     GOOD             USPSQD
 GN0272
 GN0272                          STATION DESCRIPTION
 GN0272
 GN0272'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GN0272'IN LUMBERTON.
 GN0272'AT LUMBERTON, RIO ARRIBA COUNTY, OPPOSITE THE DENVER AND RIO GRANDE
 GN0272'WESTERN RAILROAD STATION, AT THE NORTHWEST CORNER OF THE CASH STORE,
 GN0272'AND 30 FEET SOUTHEAST OF THE CENTER LINE OF STATE HIGHWAY 17.  A
 GN0272'UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 6848.002 AND
 GN0272'RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE.
 GN0272
 GN0272                          STATION RECOVERY (1942)
 GN0272
 GN0272'RECOVERY NOTE BY US POWER SQUADRON 1942
 GN0272'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0001 ***********************************************************************
 DT0001  DESIGNATION -  6852
 DT0001  PID         -  DT0001
 DT0001  STATE/COUNTY-  NM/CATRON
 DT0001  USGS QUAD   -  ARAGON (1965)
 DT0001
 DT0001                         *CURRENT SURVEY CONTROL
 DT0001  ___________________________________________________________________
 DT0001* NAD 83(1986)-  33 54 37.     (N)    108 30 11.     (W)     SCALED    
 DT0001* NAVD 88     -      2089.823  (meters)    6856.36   (feet)  ADJUSTED  
 DT0001  ___________________________________________________________________
 DT0001  GEOID HEIGHT-         -21.96  (meters)                     GEOID03
 DT0001  DYNAMIC HT  -        2086.556 (meters)    6845.64  (feet)  COMP
 DT0001  MODELED GRAV-     978,998.6   (mgal)                       NAVD 88
 DT0001
 DT0001  VERT ORDER  -  FIRST     CLASS II
 DT0001
 DT0001.The horizontal coordinates were scaled from a topographic map and have
 DT0001.an estimated accuracy of +/- 6 seconds.
 DT0001
 DT0001.The orthometric height was determined by differential leveling
 DT0001.and adjusted by the National Geodetic Survey in June 1991..
 DT0001
 DT0001.The geoid height was determined by GEOID03.
 DT0001
 DT0001.The dynamic height is computed by dividing the NAVD 88
 DT0001.geopotential number by the normal gravity value computed on the
 DT0001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0001.degrees latitude (g = 980.6199 gals.).
 DT0001
 DT0001.The modeled gravity was interpolated from observed gravity values.
 DT0001
 DT0001;                    North         East    Units  Estimated Accuracy
 DT0001;SPC NM W     -   322,910.      768,070.      MT  (+/- 180 meters Scaled)
 DT0001
 DT0001                          SUPERSEDED SURVEY CONTROL
 DT0001
 DT0001  NGVD 29 (??/??/92) 2088.869  (m)         6853.23   (f) ADJ UNCH    1 2
 DT0001
 DT0001.Superseded values are not recommended for survey control.
 DT0001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0001.See file dsdata.txt to determine how the superseded data were derived.
 DT0001
 DT0001_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYC308550(NAD 83)
 DT0001_MARKER: DD = SURVEY DISK
 DT0001_SETTING: 80 = SET IN A BOULDER
 DT0001_SP_SET: BOULDER
 DT0001_STAMPING: 6852
 DT0001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DT0001+STABILITY: SURFACE MOTION
 DT0001
 DT0001  HISTORY     - Date     Condition        Report By
 DT0001  HISTORY     - UNK      MONUMENTED       USGS
 DT0001  HISTORY     - 1943     GOOD             NGS
 DT0001  HISTORY     - 1980     MARK NOT FOUND   NGS
 DT0001
 DT0001                          STATION DESCRIPTION
 DT0001
 DT0001'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 DT0001'3.2 MI NE FROM ARAGON.
 DT0001'ARAGON, 3.2 MILES NE OF, 16.8 MILES WEST OF HORSE SPRINGS, 20 FEET
 DT0001'SOUTH OF ROAD, AT FORKS OF CANYON, 500 FEET WEST OF FORKS OF RESERVE
 DT0001'AND SAND FLATS ROADS, IN TOP OF LARGE SQUARE BOULDER.  BRONZE TABLET
 DT0001'STAMPED 6852.  NOTE-- THERE HAS BEEN AN ATTEMPT TO REMOVE THIS MARK
 DT0001'AND THE TOP HAS BEEN MARKED BY A COLD CHISEL BUT THE BRONZE CAP IS
 DT0001'STILL IN GOOD CONDITION.
 DT0001
 DT0001                          STATION RECOVERY (1980)
 DT0001
 DT0001'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DT0001'A THOROUGH SEARCH OF THE AREA REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0919 ***********************************************************************
 CX0919  DESIGNATION -  69 C
 CX0919  PID         -  CX0919
 CX0919  STATE/COUNTY-  NM/SIERRA
 CX0919  USGS QUAD   -  CABALLO (1980)
 CX0919
 CX0919                         *CURRENT SURVEY CONTROL
 CX0919  ___________________________________________________________________
 CX0919* NAD 83(1986)-  32 57 12.     (N)    107 18 42.     (W)     SCALED    
 CX0919* NAVD 88     -      1310.609  (meters)    4299.89   (feet)  ADJUSTED  
 CX0919  ___________________________________________________________________
 CX0919  GEOID HEIGHT-         -23.58  (meters)                     GEOID03
 CX0919  DYNAMIC HT  -        1308.662 (meters)    4293.50  (feet)  COMP
 CX0919  MODELED GRAV-     979,107.9   (mgal)                       NAVD 88
 CX0919
 CX0919  VERT ORDER  -  FIRST     CLASS II
 CX0919
 CX0919.The horizontal coordinates were scaled from a topographic map and have
 CX0919.an estimated accuracy of +/- 6 seconds.
 CX0919
 CX0919.The orthometric height was determined by differential leveling
 CX0919.and adjusted by the National Geodetic Survey in June 1991..
 CX0919
 CX0919.The geoid height was determined by GEOID03.
 CX0919
 CX0919.The dynamic height is computed by dividing the NAVD 88
 CX0919.geopotential number by the normal gravity value computed on the
 CX0919.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0919.degrees latitude (g = 980.6199 gals.).
 CX0919
 CX0919.The modeled gravity was interpolated from observed gravity values.
 CX0919
 CX0919;                    North         East    Units  Estimated Accuracy
 CX0919;SPC NM W     -   216,700.      878,770.      MT  (+/- 180 meters Scaled)
 CX0919
 CX0919                          SUPERSEDED SURVEY CONTROL
 CX0919
 CX0919  NGVD 29 (??/??/92) 1309.940  (m)         4297.69   (f) ADJ UNCH    1 2
 CX0919
 CX0919.Superseded values are not recommended for survey control.
 CX0919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0919.See file dsdata.txt to determine how the superseded data were derived.
 CX0919
 CX0919_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBS839484(NAD 83)
 CX0919_MARKER: DD = SURVEY DISK
 CX0919_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CX0919_SP_SET: CULVERT
 CX0919_STAMPING: 69 C 1934 4928
 CX0919_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX0919
 CX0919  HISTORY     - Date     Condition        Report By
 CX0919  HISTORY     - 1934     MONUMENTED       USGS
 CX0919  HISTORY     - 1953     GOOD             NGS
 CX0919  HISTORY     - 1980     GOOD             NGS
 CX0919
 CX0919                          STATION DESCRIPTION
 CX0919
 CX0919'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CX0919'13.55 MI S FROM HOT SPRINGS.
 CX0919'13.55 MILES SOUTH ALONG U.S. HIGHWAY 85 FROM THE NORTHWEST ENTRANCE TO
 CX0919'THE CARRIE TINGLE CHILDRENS HOSPITAL AT HOT SPRINGS, 102 YARDS
 CX0919'NORTHEAST OF THE LAKE VIEW SERVICE STATION, 201 FEET NORTH OF THE
 CX0919'EXTEDNED CENTER LINE OF NEW MEXICO STATE HIGHWAY 180, 35 FEET EAST OF
 CX0919'THE CENTER LINE OF U.S. HIGHWAY 85, ABOUT 16 FEET LOWER THAN THE
 CX0919'HIGHWAY, AND SET IN THE TOP OF THE SOUTH END OF THE EAST HEADWALL OF A
 CX0919'7-FOOT CONCRETE BOX CULVERT.
 CX0919
 CX0919                          STATION RECOVERY (1980)
 CX0919
 CX0919'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CX0919'2.0 KILOMETERS (1.25 MILES) SOUTH ALONG U.S. HIGHWAY 85 FROM THE
 CX0919'POST OFFICE IN CABALLO, IN THE TOP OF AND 0.2 METER (0.7 FOOT)
 CX0919'NORTH OFTHE EAST HEADWALL OF A CONCRETE CULVERT LEADING WEST UNDER
 CX0919'THE HIGHWAY, 11.16 METERS (36.6 FEET) EAST OF THE CENTER LINE OF
 CX0919'THE HIGHWAY AND 56.6 METERS (186.0 FEET) NORTH-NORTHWEST OF THE
 CX0919'JUNCTION OF STATE HIGHWAY 90 AND U.S. HIGHWAY 85.
 CX0919'THE MARK IS 3.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0152 ***********************************************************************
 CY0152  DESIGNATION -  69 H
 CY0152  PID         -  CY0152
 CY0152  STATE/COUNTY-  NM/HIDALGO
 CY0152  USGS QUAD   -  GARY (1980)
 CY0152
 CY0152                         *CURRENT SURVEY CONTROL
 CY0152  ___________________________________________________________________
 CY0152* NAD 83(1986)-  32 18 32.     (N)    108 50 30.     (W)     SCALED    
 CY0152* NAVD 88     -      1267.053  (meters)    4156.99   (feet)  ADJUSTED  
 CY0152  ___________________________________________________________________
 CY0152  GEOID HEIGHT-         -25.88  (meters)                     GEOID03
 CY0152  DYNAMIC HT  -        1265.164 (meters)    4150.79  (feet)  COMP
 CY0152  MODELED GRAV-     979,104.2   (mgal)                       NAVD 88
 CY0152
 CY0152  VERT ORDER  -  FIRST     CLASS II
 CY0152
 CY0152.The horizontal coordinates were scaled from a topographic map and have
 CY0152.an estimated accuracy of +/- 6 seconds.
 CY0152
 CY0152.The orthometric height was determined by differential leveling
 CY0152.and adjusted by the National Geodetic Survey in June 1991..
 CY0152
 CY0152.The geoid height was determined by GEOID03.
 CY0152
 CY0152.The dynamic height is computed by dividing the NAVD 88
 CY0152.geopotential number by the normal gravity value computed on the
 CY0152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0152.degrees latitude (g = 980.6199 gals.).
 CY0152
 CY0152.The modeled gravity was interpolated from observed gravity values.
 CY0152
 CY0152;                    North         East    Units  Estimated Accuracy
 CY0152;SPC NM W     -   145,570.      735,050.      MT  (+/- 180 meters Scaled)
 CY0152
 CY0152                          SUPERSEDED SURVEY CONTROL
 CY0152
 CY0152  NGVD 29 (??/??/92) 1266.312  (m)         4154.56   (f) ADJ UNCH    1 2
 CY0152
 CY0152.Superseded values are not recommended for survey control.
 CY0152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0152.See file dsdata.txt to determine how the superseded data were derived.
 CY0152
 CY0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYA032767(NAD 83)
 CY0152_MARKER: P = PIPE CAP
 CY0152_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CY0152_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CY0152_STAMPING: 69 H 1907
 CY0152_PROJECTION: FLUSH
 CY0152_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CY0152_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CY0152+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2005
 CY0152
 CY0152  HISTORY     - Date     Condition        Report By
 CY0152  HISTORY     - 1907     MONUMENTED       USGS
 CY0152  HISTORY     - 1952     GOOD             NGS
 CY0152  HISTORY     - 1979     GOOD             NGS
 CY0152  HISTORY     - 20050401 GOOD             NGS
 CY0152
 CY0152                          STATION DESCRIPTION
 CY0152
 CY0152'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CY0152'8.75 MI SW FROM LORDSBURG.
 CY0152'8.75 MILES SOUTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 CY0152'STATION AT LORDSBURG, 104 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 40
 CY0152'FEET NORTH OF THE CENTER LINE OF A DIRT ROAD, 5.4 FEET SOUTHEAST OF A
 CY0152'FENCE, 4 FEET NORTHEAST OF A WITNESS POST, RIVETED ON THE TOP OF A 3
 CY0152'1/2 INCH IRON PIPE WHICH PROJECTS 1.4 FEET ABOVE THE GROUND.
 CY0152
 CY0152                          STATION RECOVERY (1979)
 CY0152
 CY0152'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CY0152'14.3 KILOMETERS (8.95 MILES) WEST ALONG THE SOUTHERN PACIFIC RAILROAD
 CY0152'FROM THE STATION IN LORDSBURG, AT THE Y-JUNCTION OF OLD U. S. HIGHWAY
 CY0152'80 AND AN OLD ROAD BED LEADING SOUTH, 31.7 METERS (104 FEET)
 CY0152'SOUTHEAST OF THE SOUTHEAST RAIL, 25.4 METERS (83 FEET) SOUTH OF THE
 CY0152'FIFTH TELEPHONE POLE NORTHEAST OF SEMAPHORE 1139.1, 7.2 METERS
 CY0152'(23.5 FEET) NORTHWEST OF THE CENTERLINE OF OLD U. S. HIGHWAY 80 AND
 CY0152'1.5 METERS (5.0 FEET) SOUTHEAST OF A FENCE.
 CY0152'THE MARK IS 2 M BELOW THE RAILS.
 CY0152
 CY0152                          STATION RECOVERY (2005)
 CY0152
 CY0152'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DW)
 CY0152'RAILROAD IS NOW PART OF UNION PACIFIC SYSTEM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0034 ***********************************************************************
 DT0034  DESIGNATION -  6901
 DT0034  PID         -  DT0034
 DT0034  STATE/COUNTY-  NM/CATRON
 DT0034  USGS QUAD   -  O BAR O CANYON EAST (1981)
 DT0034
 DT0034                         *CURRENT SURVEY CONTROL
 DT0034  ___________________________________________________________________
 DT0034* NAD 83(1986)-  33 30 23.     (N)    108 09 14.     (W)     SCALED    
 DT0034* NAVD 88     -      2104.168  (meters)    6903.42   (feet)  ADJUSTED  
 DT0034  ___________________________________________________________________
 DT0034  GEOID HEIGHT-         -22.35  (meters)                     GEOID03
 DT0034  DYNAMIC HT  -        2100.798 (meters)    6892.37  (feet)  COMP
 DT0034  MODELED GRAV-     978,960.2   (mgal)                       NAVD 88
 DT0034
 DT0034  VERT ORDER  -  SECOND    CLASS 0
 DT0034
 DT0034.The horizontal coordinates were scaled from a topographic map and have
 DT0034.an estimated accuracy of +/- 6 seconds.
 DT0034
 DT0034.The orthometric height was determined by differential leveling
 DT0034.and adjusted by the National Geodetic Survey in June 1991..
 DT0034
 DT0034.The geoid height was determined by GEOID03.
 DT0034
 DT0034.The dynamic height is computed by dividing the NAVD 88
 DT0034.geopotential number by the normal gravity value computed on the
 DT0034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0034.degrees latitude (g = 980.6199 gals.).
 DT0034
 DT0034.The modeled gravity was interpolated from observed gravity values.
 DT0034
 DT0034;                    North         East    Units  Estimated Accuracy
 DT0034;SPC NM W     -   277,960.      800,220.      MT  (+/- 180 meters Scaled)
 DT0034
 DT0034                          SUPERSEDED SURVEY CONTROL
 DT0034
 DT0034  NGVD 29 (??/??/92) 2103.234  (m)         6900.36   (f) ADJ UNCH    2 0
 DT0034
 DT0034.Superseded values are not recommended for survey control.
 DT0034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0034.See file dsdata.txt to determine how the superseded data were derived.
 DT0034
 DT0034_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYC643110(NAD 83)
 DT0034_MARKER: DD = SURVEY DISK
 DT0034_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DT0034_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DT0034_STAMPING: 6901
 DT0034_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DT0034
 DT0034  HISTORY     - Date     Condition        Report By
 DT0034  HISTORY     - UNK      MONUMENTED       USGS
 DT0034  HISTORY     - 1934     GOOD             NGS
 DT0034
 DT0034                          STATION DESCRIPTION
 DT0034
 DT0034'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DT0034'5.3 MI N FROM BEAVERHEAD RANGER STATION.
 DT0034'5.3 MI N ON ROAD TO MAGDALENA.  1.3 MI S OF THE NEW ROAD JUNCTION OF
 DT0034'THE ROADS TO MOGOLLON AND BEAVERHEAD AT THE JUNCTION OF THE OLD ROADS,
 DT0034'128 YDS S.W. OF THE JUNCTION OF THE OLD ROADS, 22 FEET E OF THE
 DT0034'CENTERLINE OF THE BEAVERHEAD ROAD, AND ABOUT 0.9 MI N OF BLACK
 DT0034'SPRINGS.  SET IN IRON PIPE REINFORCED WITH CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0568 ***********************************************************************
 DR0568  DESIGNATION -  693+65
 DR0568  PID         -  DR0568
 DR0568  STATE/COUNTY-  NM/LINCOLN
 DR0568  USGS QUAD   -  LINCOLN (1989)
 DR0568
 DR0568                         *CURRENT SURVEY CONTROL
 DR0568  ___________________________________________________________________
 DR0568* NAD 83(1986)-  33 24 08.     (N)    105 28 22.     (W)     SCALED    
 DR0568* NAVD 88     -      1784.687  (meters)    5855.26   (feet)  ADJUSTED  
 DR0568  ___________________________________________________________________
 DR0568  GEOID HEIGHT-         -19.78  (meters)                     GEOID03
 DR0568  DYNAMIC HT  -        1782.047 (meters)    5846.60  (feet)  COMP
 DR0568  MODELED GRAV-     979,093.3   (mgal)                       NAVD 88
 DR0568
 DR0568  VERT ORDER  -  FIRST     CLASS II
 DR0568
 DR0568.The horizontal coordinates were scaled from a topographic map and have
 DR0568.an estimated accuracy of +/- 6 seconds.
 DR0568
 DR0568.The orthometric height was determined by differential leveling
 DR0568.and adjusted by the National Geodetic Survey in June 1991..
 DR0568
 DR0568.The geoid height was determined by GEOID03.
 DR0568
 DR0568.The dynamic height is computed by dividing the NAVD 88
 DR0568.geopotential number by the normal gravity value computed on the
 DR0568.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0568.degrees latitude (g = 980.6199 gals.).
 DR0568
 DR0568.The modeled gravity was interpolated from observed gravity values.
 DR0568
 DR0568;                    North         East    Units  Estimated Accuracy
 DR0568;SPC NM C     -   266,630.      572,300.      MT  (+/- 180 meters Scaled)
 DR0568
 DR0568                          SUPERSEDED SURVEY CONTROL
 DR0568
 DR0568  NGVD 29 (??/??/92) 1784.008  (m)         5853.03   (f) ADJ UNCH    1 2
 DR0568
 DR0568.Superseded values are not recommended for survey control.
 DR0568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0568.See file dsdata.txt to determine how the superseded data were derived.
 DR0568
 DR0568_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDS560959(NAD 83)
 DR0568_MARKER: DD = SURVEY DISK
 DR0568_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DR0568_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DR0568_STAMPING: 693+65
 DR0568_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR0568
 DR0568  HISTORY     - Date     Condition        Report By
 DR0568  HISTORY     - UNK      MONUMENTED       BPR
 DR0568  HISTORY     - 1944     GOOD             NGS
 DR0568  HISTORY     - 20050705 MARK NOT FOUND   USPSQD
 DR0568
 DR0568                          STATION DESCRIPTION
 DR0568
 DR0568'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 DR0568'12.9 MI W FROM HONDO.
 DR0568'12.9 MILES WEST ALONG U.S. HIGHWAY 70 FROM THE GENERAL STORE AT HONDO,
 DR0568'LINCOLN COUNTY, 1.1 MILES WEST OF THE J.V. TULLY GENERAL STORE, AT
 DR0568'STATION 693+65, 44 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND 1
 DR0568'FOOT INSIDE THE RIGHT-OF-WAY FENCE.  A UNITED STATES BUREAU OF PUBLIC
 DR0568'ROADS STANDARD CAP, STAMPED 693+65 AND FASTENED ON THE TOP OF AN IRON
 DR0568'PIPE SET IN CONCRETE.
 DR0568
 DR0568                          STATION RECOVERY (2005)
 DR0568
 DR0568'RECOVERY NOTE BY US POWER SQUADRON 2005 (RTK)
 DR0568'ON PRIVATE PROPERTY AND PROBABLY WOULD HAVE TO DIG TO FIND IT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0010 ***********************************************************************
 FP0010  DESIGNATION -  6965.22
 FP0010  PID         -  FP0010
 FP0010  STATE/COUNTY-  NM/MCKINLEY
 FP0010  USGS QUAD   -  CROWNPOINT (1963)
 FP0010
 FP0010                         *CURRENT SURVEY CONTROL
 FP0010  ___________________________________________________________________
 FP0010* NAD 83(1986)-  35 40 38.     (N)    108 09 12.     (W)     SCALED    
 FP0010* NAVD 88     -      2126.741  (meters)    6977.48   (feet)  ADJUSTED  
 FP0010  ___________________________________________________________________
 FP0010  GEOID HEIGHT-         -20.66  (meters)                     GEOID03
 FP0010  DYNAMIC HT  -        2123.733 (meters)    6967.61  (feet)  COMP
 FP0010  MODELED GRAV-     979,142.5   (mgal)                       NAVD 88
 FP0010
 FP0010  VERT ORDER  -  SECOND    CLASS 0
 FP0010
 FP0010.The horizontal coordinates were scaled from a topographic map and have
 FP0010.an estimated accuracy of +/- 6 seconds.
 FP0010
 FP0010.The orthometric height was determined by differential leveling
 FP0010.and adjusted by the National Geodetic Survey in June 1991..
 FP0010
 FP0010.The geoid height was determined by GEOID03.
 FP0010
 FP0010.The dynamic height is computed by dividing the NAVD 88
 FP0010.geopotential number by the normal gravity value computed on the
 FP0010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0010.degrees latitude (g = 980.6199 gals.).
 FP0010
 FP0010.The modeled gravity was interpolated from observed gravity values.
 FP0010
 FP0010;                    North         East    Units  Estimated Accuracy
 FP0010;SPC NM W     -   518,760.      801,030.      MT  (+/- 180 meters Scaled)
 FP0010
 FP0010                          SUPERSEDED SURVEY CONTROL
 FP0010
 FP0010  NGVD 29 (??/??/92) 2125.639  (m)         6973.87   (f) ADJ UNCH    2 0
 FP0010
 FP0010.Superseded values are not recommended for survey control.
 FP0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0010.See file dsdata.txt to determine how the superseded data were derived.
 FP0010
 FP0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYE576518(NAD 83)
 FP0010_MARKER: X = CHISELED CROSS
 FP0010_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FP0010_SP_SET: PORCH
 FP0010_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FP0010
 FP0010  HISTORY     - Date     Condition        Report By
 FP0010  HISTORY     - UNK      MONUMENTED
 FP0010  HISTORY     - 1960     GOOD             NGS
 FP0010
 FP0010                          STATION DESCRIPTION
 FP0010
 FP0010'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 FP0010'IN CROWNPOINT.
 FP0010'AT THE SUPERINTENDENTS OFFICE OF THE INDIAN AGENCY, ON THE N. EDGE OF
 FP0010'THE PORCH.  A CROSS ON THE CONCRETE MARKED 6965.22.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0414 ***********************************************************************
 GM0414  DESIGNATION -  6982
 GM0414  PID         -  GM0414
 GM0414  STATE/COUNTY-  NM/TAOS
 GM0414  USGS QUAD   -  TAOS SW (1995)
 GM0414
 GM0414                         *CURRENT SURVEY CONTROL
 GM0414  ___________________________________________________________________
 GM0414* NAD 83(1986)-  36 21 05.     (N)    105 39 47.     (W)     SCALED    
 GM0414* NAVD 88     -      2102.992  (meters)    6899.57   (feet)  ADJUSTED  
 GM0414  ___________________________________________________________________
 GM0414  GEOID HEIGHT-         -17.79  (meters)                     GEOID03
 GM0414  DYNAMIC HT  -        2100.077 (meters)    6890.00  (feet)  COMP
 GM0414  MODELED GRAV-     979,171.3   (mgal)                       NAVD 88
 GM0414
 GM0414  VERT ORDER  -  FIRST     CLASS II
 GM0414
 GM0414.The horizontal coordinates were scaled from a topographic map and have
 GM0414.an estimated accuracy of +/- 6 seconds.
 GM0414
 GM0414.The orthometric height was determined by differential leveling
 GM0414.and adjusted by the National Geodetic Survey in June 1991..
 GM0414
 GM0414.The geoid height was determined by GEOID03.
 GM0414
 GM0414.The dynamic height is computed by dividing the NAVD 88
 GM0414.geopotential number by the normal gravity value computed on the
 GM0414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GM0414.degrees latitude (g = 980.6199 gals.).
 GM0414
 GM0414.The modeled gravity was interpolated from observed gravity values.
 GM0414
 GM0414;                    North         East    Units  Estimated Accuracy
 GM0414;SPC NM C     -   593,660.      552,680.      MT  (+/- 180 meters Scaled)
 GM0414
 GM0414                          SUPERSEDED SURVEY CONTROL
 GM0414
 GM0414.No superseded survey control is available for this station.
 GM0414
 GM0414_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDA405231(NAD 83)
 GM0414_MARKER: Q = CHISELED SQUARE
 GM0414_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GM0414_SP_SET: CULVERT
 GM0414_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GM0414
 GM0414  HISTORY     - Date     Condition        Report By
 GM0414  HISTORY     - UNK      MONUMENTED       USGS
 GM0414  HISTORY     - 1934     GOOD             NGS
 GM0414  HISTORY     - 1982     MARK NOT FOUND   LOCSUR
 GM0414
 GM0414                          STATION DESCRIPTION
 GM0414
 GM0414'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GM0414'3.1 MI SW FROM RANCHES OF TAOS.
 GM0414'3.1 MILES SOUTHWEST ALONG U.S. HWY. NO. 64 12 FT. S. OF C/L OF U.S.
 GM0414'HWY. NO. 64 SQUARE-CHISELED IN SOUTH HEADWALL OF 3 X 4 FT. CONCRETE
 GM0414'BOX CULVERT.
 GM0414
 GM0414                          STATION RECOVERY (1982)
 GM0414
 GM0414'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982
 GM0414'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0712 ***********************************************************************
 DR0712  DESIGNATION -  6995 39 WA
 DR0712  PID         -  DR0712
 DR0712  STATE/COUNTY-  NM/LINCOLN
 DR0712  USGS QUAD   -  NOGAL (1973)
 DR0712
 DR0712                         *CURRENT SURVEY CONTROL
 DR0712  ___________________________________________________________________
 DR0712* NAD 83(1986)-  33 35 24.     (N)    105 39 39.     (W)     SCALED    
 DR0712* NAVD 88     -      2133.176  (meters)    6998.59   (feet)  ADJUSTED  
 DR0712  ___________________________________________________________________
 DR0712  GEOID HEIGHT-         -19.65  (meters)                     GEOID03
 DR0712  DYNAMIC HT  -        2129.948 (meters)    6988.00  (feet)  COMP
 DR0712  MODELED GRAV-     979,045.4   (mgal)                       NAVD 88
 DR0712
 DR0712  VERT ORDER  -  SECOND    CLASS 0
 DR0712
 DR0712.The horizontal coordinates were scaled from a topographic map and have
 DR0712.an estimated accuracy of +/- 6 seconds.
 DR0712
 DR0712.The orthometric height was determined by differential leveling
 DR0712.and adjusted by the National Geodetic Survey in June 1991..
 DR0712
 DR0712.The geoid height was determined by GEOID03.
 DR0712
 DR0712.The dynamic height is computed by dividing the NAVD 88
 DR0712.geopotential number by the normal gravity value computed on the
 DR0712.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0712.degrees latitude (g = 980.6199 gals.).
 DR0712
 DR0712.The modeled gravity was interpolated from observed gravity values.
 DR0712
 DR0712;                    North         East    Units  Estimated Accuracy
 DR0712;SPC NM C     -   287,340.      554,690.      MT  (+/- 180 meters Scaled)
 DR0712
 DR0712                          SUPERSEDED SURVEY CONTROL
 DR0712
 DR0712  NGVD 29 (??/??/92) 2132.400  (m)         6996.05   (f) ADJ UNCH    2 0
 DR0712
 DR0712.Superseded values are not recommended for survey control.
 DR0712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0712.See file dsdata.txt to determine how the superseded data were derived.
 DR0712
 DR0712_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDT386168(NAD 83)
 DR0712_MARKER: DD = SURVEY DISK
 DR0712_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR0712_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DR0712_STAMPING: 6995 39WA
 DR0712_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR0712+STABILITY: SURFACE MOTION
 DR0712
 DR0712  HISTORY     - Date     Condition        Report By
 DR0712  HISTORY     - UNK      MONUMENTED       USGS
 DR0712  HISTORY     - 1934     GOOD             NGS
 DR0712
 DR0712                          STATION DESCRIPTION
 DR0712
 DR0712'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DR0712'6.4 MI W FROM CAPITAN.
 DR0712'6.4 MI WEST ON US HWY NO. 380 ON THE TOP OF A RIDGE, WHERE THE HIGHWAY
 DR0712'PASSES THRU A DEEP CUT, 37 FEET NORTH OF THE CENTERLINE OF THE
 DR0712'HIGHWAY, 10 FEET SOUTH OF THE FENCE LINE, AND ABOUT 16 FEET HIGHER
 DR0712'THAN THE ROAD SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0076 ***********************************************************************
 CY0076  DESIGNATION -  7
 CY0076  PID         -  CY0076
 CY0076  STATE/COUNTY-  NM/GRANT
 CY0076  USGS QUAD   -  FORT BAYARD (1992)
 CY0076
 CY0076                         *CURRENT SURVEY CONTROL
 CY0076  ___________________________________________________________________
 CY0076* NAD 83(1986)-  32 47 33.     (N)    108 14 41.     (W)     SCALED    
 CY0076* NAVD 88     -      1882.061  (meters)    6174.73   (feet)  POSTED    
 CY0076  ___________________________________________________________________
 CY0076  GEOID HEIGHT-         -23.64  (meters)                     GEOID03
 CY0076  DYNAMIC HT  -        1879.100 (meters)    6165.01  (feet)  COMP
 CY0076  MODELED GRAV-     978,997.4   (mgal)                       NAVD 88
 CY0076
 CY0076  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 CY0076
 CY0076.The horizontal coordinates were scaled from a topographic map and have
 CY0076.an estimated accuracy of +/- 6 seconds.
 CY0076
 CY0076.The orthometric height was determined by differential leveling
 CY0076.and adjusted by the National Geodetic Survey in 1992..
 CY0076.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 CY0076.rate of 0.0 thru 1.0 mm/km.
 CY0076
 CY0076.The geoid height was determined by GEOID03.
 CY0076
 CY0076.The dynamic height is computed by dividing the NAVD 88
 CY0076.geopotential number by the normal gravity value computed on the
 CY0076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0076.degrees latitude (g = 980.6199 gals.).
 CY0076
 CY0076.The modeled gravity was interpolated from observed gravity values.
 CY0076
 CY0076;                    North         East    Units  Estimated Accuracy
 CY0076;SPC NM W     -   198,820.      791,470.      MT  (+/- 180 meters Scaled)
 CY0076
 CY0076                          SUPERSEDED SURVEY CONTROL
 CY0076
 CY0076  NGVD 29 (??/??/92) 1881.174  (m)         6171.82   (f) ADJ UNCH    2 0
 CY0076
 CY0076.Superseded values are not recommended for survey control.
 CY0076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0076.See file dsdata.txt to determine how the superseded data were derived.
 CY0076
 CY0076_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYB580316(NAD 83)
 CY0076_MARKER: DB = BENCH MARK DISK
 CY0076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0076_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0076_STAMPING: G. CO. NO. 7
 CY0076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0076+STABILITY: SURFACE MOTION
 CY0076
 CY0076  HISTORY     - Date     Condition        Report By
 CY0076  HISTORY     - UNK      MONUMENTED       NMGS
 CY0076  HISTORY     - 1953     MARK NOT FOUND   NGS
 CY0076
 CY0076                          STATION DESCRIPTION
 CY0076
 CY0076'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CY0076'2.1 MI E FROM SILVER CITY.
 CY0076'2.1 MILES EAST ALONG U.S. HIGHWAY 260 FROM THE CITY HALL AT SILVER
 CY0076'CITY, GRANT COUNTY, AT THE TOP OF A RISE, AND 54 FEET NORTH OF THE
 CY0076'CENTER LINE OF THE HIGHWAY.  A STATE SURVEY STANDARD DISK, STAMPED G.
 CY0076'CO. NO. 7 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- THE HIGHWAY
 CY0076'RIGHT-OF-WAY IS NOW BEYOND THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0245 ***********************************************************************
 EQ0245  DESIGNATION -  7
 EQ0245  PID         -  EQ0245
 EQ0245  STATE/COUNTY-  NM/VALENCIA
 EQ0245  USGS QUAD   -  VEGUITA (1991)
 EQ0245
 EQ0245                         *CURRENT SURVEY CONTROL
 EQ0245  ___________________________________________________________________
 EQ0245* NAD 83(1986)-  34 34 23.     (N)    106 47 12.     (W)     SCALED    
 EQ0245* NAVD 88     -      1458.216  (meters)    4784.16   (feet)  ADJUSTED  
 EQ0245  ___________________________________________________________________
 EQ0245  GEOID HEIGHT-         -21.87  (meters)                     GEOID03
 EQ0245  DYNAMIC HT  -        1456.193 (meters)    4777.53  (feet)  COMP
 EQ0245  MODELED GRAV-     979,197.7   (mgal)                       NAVD 88
 EQ0245
 EQ0245  VERT ORDER  -  FIRST     CLASS II
 EQ0245
 EQ0245.The horizontal coordinates were scaled from a topographic map and have
 EQ0245.an estimated accuracy of +/- 6 seconds.
 EQ0245
 EQ0245.The orthometric height was determined by differential leveling
 EQ0245.and adjusted by the National Geodetic Survey in June 1991..
 EQ0245
 EQ0245.The geoid height was determined by GEOID03.
 EQ0245
 EQ0245.The dynamic height is computed by dividing the NAVD 88
 EQ0245.geopotential number by the normal gravity value computed on the
 EQ0245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0245.degrees latitude (g = 980.6199 gals.).
 EQ0245
 EQ0245.The modeled gravity was interpolated from observed gravity values.
 EQ0245
 EQ0245;                    North         East    Units  Estimated Accuracy
 EQ0245;SPC NM C     -   396,350.      450,760.      MT  (+/- 180 meters Scaled)
 EQ0245
 EQ0245                          SUPERSEDED SURVEY CONTROL
 EQ0245
 EQ0245  NGVD 29 (??/??/92) 1457.467  (m)         4781.71   (f) ADJ UNCH    1 2
 EQ0245
 EQ0245.Superseded values are not recommended for survey control.
 EQ0245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0245.See file dsdata.txt to determine how the superseded data were derived.
 EQ0245
 EQ0245_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU361271(NAD 83)
 EQ0245_MARKER: DD = SURVEY DISK
 EQ0245_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EQ0245_SP_SET: CULVERT
 EQ0245_MARK LOGO: MRGCD 
 EQ0245_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EQ0245
 EQ0245  HISTORY     - Date     Condition        Report By
 EQ0245  HISTORY     - UNK      MONUMENTED       MRGCD
 EQ0245  HISTORY     - 1951     GOOD             NGS
 EQ0245  HISTORY     - 1982     GOOD             NGS
 EQ0245
 EQ0245                          STATION DESCRIPTION
 EQ0245
 EQ0245'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 EQ0245'6.0 MI S FROM BELEN.
 EQ0245'6.0 MILES SOUTH ALONG U.S. HIGHWAY 85 FROM THE POST OFFICE AT BELEN,
 EQ0245'25 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 102 FEET SOUTH OF THE
 EQ0245'CENTER LINE OF A ROAD LEADING WEST, 6 FEET BELOW THE LEVEL OF THE
 EQ0245'HIGHWAY, SET IN THE TOP OF THE CENTER OF THE WEST HEADWALL OF A 4X6
 EQ0245'FOOT CONCRETE CULVERT.
 EQ0245
 EQ0245                          STATION RECOVERY (1982)
 EQ0245
 EQ0245'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 EQ0245'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  17.5 KM (10.85
 EQ0245'MI) NORTHERLY ALONG STATE HIGHWAY 116 FROM ITS JUNCTION WITH U. S.
 EQ0245'HIGHWAY 60 IN BERNARDO, IN THE CENTER OF THE WEST CONCRETE HEADWALL OF
 EQ0245'AN IRRIGATION DITCH CULVERT UNDER THE HIGHWAY, 0.5 KM (0.3 MI) NORTH
 EQ0245'OF RAILROAD MILEPOST 939, 31.1 METERS (102.0 FT) SOUTH OF THE CENTER
 EQ0245'OF A DRIVEWAY LEADING WEST AND 7.6 KM (24.9 FT) WEST OF THE CENTERLINE
 EQ0245'OF THE HIGHWAY.  NOTE=NO STAMPING ON THE DISK.
 EQ0245'THE MARK IS 1.8 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0023 ***********************************************************************
 FO0023  DESIGNATION -  7
 FO0023  PID         -  FO0023
 FO0023  STATE/COUNTY-  NM/SANDOVAL
 FO0023  USGS QUAD   -  SANTO DOMINGO PUEBLO (1993)
 FO0023
 FO0023                         *CURRENT SURVEY CONTROL
 FO0023  ___________________________________________________________________
 FO0023* NAD 83(1986)-  35 30 33.     (N)    106 21 46.     (W)     SCALED    
 FO0023* NAVD 88     -      1589.464  (meters)    5214.77   (feet)  ADJUSTED  
 FO0023  ___________________________________________________________________
 FO0023  GEOID HEIGHT-         -20.56  (meters)                     GEOID03
 FO0023  DYNAMIC HT  -        1587.294 (meters)    5207.65  (feet)  COMP
 FO0023  MODELED GRAV-     979,213.7   (mgal)                       NAVD 88
 FO0023
 FO0023  VERT ORDER  -  FIRST     CLASS II
 FO0023
 FO0023.The horizontal coordinates were scaled from a topographic map and have
 FO0023.an estimated accuracy of +/- 6 seconds.
 FO0023
 FO0023.The orthometric height was determined by differential leveling
 FO0023.and adjusted by the National Geodetic Survey in June 1991..
 FO0023.WARNING-Repeat measurements at this control monument indicate possible
 FO0023.vertical movement.
 FO0023
 FO0023.The geoid height was determined by GEOID03.
 FO0023
 FO0023.The dynamic height is computed by dividing the NAVD 88
 FO0023.geopotential number by the normal gravity value computed on the
 FO0023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0023.degrees latitude (g = 980.6199 gals.).
 FO0023
 FO0023.The modeled gravity was interpolated from observed gravity values.
 FO0023
 FO0023;                    North         East    Units  Estimated Accuracy
 FO0023;SPC NM C     -   500,060.      489,770.      MT  (+/- 180 meters Scaled)
 FO0023
 FO0023                          SUPERSEDED SURVEY CONTROL
 FO0023
 FO0023.No superseded survey control is available for this station.
 FO0023
 FO0023_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV764303(NAD 83)
 FO0023_MARKER: DD = SURVEY DISK
 FO0023_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FO0023_STAMPING: 5212.286 1934
 FO0023_MARK LOGO: MRGCD 
 FO0023_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO0023+STABILITY: SURFACE MOTION
 FO0023
 FO0023  HISTORY     - Date     Condition        Report By
 FO0023  HISTORY     - 1934     MONUMENTED       MRGCD
 FO0023  HISTORY     - 1951     GOOD             NGS
 FO0023  HISTORY     - 1984     GOOD             NGS
 FO0023
 FO0023                          STATION DESCRIPTION
 FO0023
 FO0023'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 FO0023'2.5 MI SW FROM DOMINGO.
 FO0023'2.5 MILES SOUTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 FO0023'FROM THE STATION AT DOMINGO, 210 FEET WEST OF THE 8TH POLE NORTHEAST
 FO0023'OF MILEPOST 868, 180 FEET WEST OF THE WEST RAIL, 167 FEET WEST OF A
 FO0023'FENCE, 50 FEET SOUTH OF THE CENTER LINE OF A GRAVELED LANE, SET IN THE
 FO0023'TOP OF THE SOUTH END OF THE EAST CONCRETE SUPPORT OF AN IRRIGATION
 FO0023'CANAL GATE.
 FO0023
 FO0023                          STATION RECOVERY (1984)
 FO0023
 FO0023'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FO0023'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  4.0 KM (2.5 MI)
 FO0023'SOUTHWEST ALONG THE ATCHISON TOPEKA AND SANTA FE RAILROAD FROM THE
 FO0023'SANTO DOMINGO INDIAN TRADING POST IN DOMINGO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0661 ***********************************************************************
 GN0661  DESIGNATION -  7 ARD
 GN0661  PID         -  GN0661
 GN0661  STATE/COUNTY-  NM/SAN JUAN
 GN0661  USGS QUAD   -  EAST FORK KUTZ CANYON (1985)
 GN0661
 GN0661                         *CURRENT SURVEY CONTROL
 GN0661  ___________________________________________________________________
 GN0661* NAD 83(1992)-  36 30 25.83114(N)    107 52 34.70175(W)     ADJUSTED  
 GN0661* NAVD 88     -      2048.3    (meters)    6720.     (feet)  VERTCON   
 GN0661  ___________________________________________________________________
 GN0661  LAPLACE CORR-           2.03  (seconds)                    DEFLEC99
 GN0661  GEOID HEIGHT-         -20.87  (meters)                     GEOID03
 GN0661
 GN0661  HORZ ORDER  -  THIRD
 GN0661  VERT ORDER  -  THIRD ? (See Below)
 GN0661
 GN0661.The horizontal coordinates were established by classical geodetic methods
 GN0661.and adjusted by the National Geodetic Survey in December 1993..
 GN0661
 GN0661.The NAVD 88 height was computed by applying the VERTCON shift value to
 GN0661.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GN0661.The vertical order pertains to the NGVD 29 superseded value.
 GN0661
 GN0661.The Laplace correction was computed from DEFLEC99 derived deflections.
 GN0661
 GN0661.The geoid height was determined by GEOID03.
 GN0661
 GN0661;                    North         East     Units Scale Factor Converg.
 GN0661;SPC NM W     -   610,796.357   826,150.704   MT  0.99991685   -0 01 32.0
 GN0661;SPC NM W     - 2,003,921.05  2,710,462.77   sFT  0.99991685   -0 01 32.0
 GN0661;UTM  13      - 4,044,052.523   242,403.540   MT  1.00041762   -1 42 43.6
 GN0661
 GN0661!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GN0661!SPC NM W     -   0.99968192  x   0.99991685  =   0.99959879
 GN0661!UTM  13      -   0.99968192  x   1.00041762  =   1.00009940
 GN0661
 GN0661:                Primary Azimuth Mark                     Grid Az
 GN0661:SPC NM W     -  HUERFANITA RESET                         068 38 24.1
 GN0661:UTM  13      -  HUERFANITA RESET                         070 19 35.7
 GN0661
 GN0661|---------------------------------------------------------------------|
 GN0661| PID    Reference Object                     Distance      Geod. Az  |
 GN0661|                                                           dddmmss.s |
 GN0661| GN0655 HUERFANITA RESET                    APPROX. 8.9 KM 0683652.1 |
 GN0661|---------------------------------------------------------------------|
 GN0661
 GN0661                          SUPERSEDED SURVEY CONTROL
 GN0661
 GN0661  NAD 83(1992)-  36 30 25.82751(N)    107 52 34.70619(W) AD(       ) 3
 GN0661  NAD 83(1986)-  36 30 25.82638(N)    107 52 34.70820(W) AD(       ) 3
 GN0661  NAD 27      -  36 30 25.79259(N)    107 52 32.48342(W) AD(       ) 3
 GN0661  NGVD 29 (07/19/86) 2047.2    (m)         6717.     (f) LEVELING    3  
 GN0661
 GN0661.Superseded values are not recommended for survey control.
 GN0661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0661.See file dsdata.txt to determine how the superseded data were derived.
 GN0661
 GN0661_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBA4240444053(NAD 83)
 GN0661_MARKER: DB = BENCH MARK DISK
 GN0661_SETTING: 0 = UNSPECIFIED SETTING
 GN0661_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GN0661
 GN0661  HISTORY     - Date     Condition        Report By
 GN0661  HISTORY     - 1956     MONUMENTED       USGS
 GN0661
 GN0661                          STATION DESCRIPTION
 GN0661
 GN0661'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 GN0661'BLOOMFIELD, 15.2 MI. S., THENCE 3.3 MI. GENERALLY E. ALONG COUNTRY
 GN0661'RD. FROM JUNCTION OF STATE HIGHWAYS 17 AND 44, AT JUNCTION WITH SMALL
 GN0661'RD. E., 43 FT. SW. OF AND 1.9 FT. HIGHER THAN CENTERLINE OF RD.
 GN0661'OPPOSITE, 25 FT. NW. OF RD. E., IN CONCRETE POST PROJECTING 6 IN.
 GN0661'HIGH, STANDARD TABLET STAMPED ---7 ARD 1956---.  A 2 X 4 IN. POST
 GN0661'PAINTED ---USBM---.
 GN0661'
 GN0661'STATION MARK--A STANDARD BENCH MARK TABLET STAMPED ---7 ARD 1956---.
 GN0661'
 GN0661'NOTE--SECTION CORNER 2, 3, 10 AND 11, T 26 N, R 10 W IS LOCATED 1153
 GN0661'FT. FROM STATION MARK, S 25 DEG 52 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1061 ***********************************************************************
 CX1061  DESIGNATION -  7 C
 CX1061  PID         -  CX1061
 CX1061  STATE/COUNTY-  NM/LUNA
 CX1061  USGS QUAD   -  DEMING WEST (1972)
 CX1061
 CX1061                         *CURRENT SURVEY CONTROL
 CX1061  ___________________________________________________________________
 CX1061* NAD 83(1986)-  32 15 27.     (N)    107 52 06.     (W)     SCALED    
 CX1061* NAVD 88     -      1345.309  (meters)    4413.73   (feet)  ADJUSTED  
 CX1061  ___________________________________________________________________
 CX1061  GEOID HEIGHT-         -24.59  (meters)                     GEOID03
 CX1061  DYNAMIC HT  -        1343.280 (meters)    4407.08  (feet)  COMP
 CX1061  MODELED GRAV-     979,084.0   (mgal)                       NAVD 88
 CX1061
 CX1061  VERT ORDER  -  FIRST     CLASS II
 CX1061
 CX1061.The horizontal coordinates were scaled from a topographic map and have
 CX1061.an estimated accuracy of +/- 6 seconds.
 CX1061
 CX1061.The orthometric height was determined by differential leveling
 CX1061.and adjusted by the National Geodetic Survey in June 1991..
 CX1061
 CX1061.The geoid height was determined by GEOID03.
 CX1061
 CX1061.The dynamic height is computed by dividing the NAVD 88
 CX1061.geopotential number by the normal gravity value computed on the
 CX1061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX1061.degrees latitude (g = 980.6199 gals.).
 CX1061
 CX1061.The modeled gravity was interpolated from observed gravity values.
 CX1061
 CX1061;                    North         East    Units  Estimated Accuracy
 CX1061;SPC NM W     -   139,420.      826,700.      MT  (+/- 180 meters Scaled)
 CX1061
 CX1061                          SUPERSEDED SURVEY CONTROL
 CX1061
 CX1061  NGVD 29 (??/??/92) 1344.609  (m)         4411.44   (f) ADJ UNCH    1 2
 CX1061
 CX1061.Superseded values are not recommended for survey control.
 CX1061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1061.See file dsdata.txt to determine how the superseded data were derived.
 CX1061
 CX1061_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBR297725(NAD 83)
 CX1061_MARKER: DD = SURVEY DISK
 CX1061_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CX1061_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CX1061_STAMPING: 7 C 1906
 CX1061_PROJECTION: PROJECTING 40 CENTIMETERS
 CX1061_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX1061
 CX1061  HISTORY     - Date     Condition        Report By
 CX1061  HISTORY     - 1906     MONUMENTED       USGS
 CX1061  HISTORY     - 1952     GOOD             NGS
 CX1061  HISTORY     - 1980     GOOD             NGS
 CX1061
 CX1061                          STATION DESCRIPTION
 CX1061
 CX1061'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CX1061'6.6 MI W FROM DEMING.
 CX1061'6.6 MILES WEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATION AT
 CX1061'DEMING, 13 1/2 POLES EAST OF MILEPOST 1201, 10O FEET SOUTH OF THE
 CX1061'SOUTH RAIL, 138 FEET SOUTHWEST F SEMAPHORE 1201.4, 67 FEET NORTH OF
 CX1061'THE CENTER LINE OF U.S. HIGHWAYS 70 AND 80, 44 FEET SOUTH OF A
 CX1061'TELEGRAPH POLE, 1.6 FEET WEST OF A WITNESS POST, RIVETED ON THE TOP OF
 CX1061'A 3 1/2 INCH IRON PIPE WHICH PROJECTS 1.2 FEET ABOVE THE GROUND.
 CX1061
 CX1061                          STATION RECOVERY (1980)
 CX1061
 CX1061'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CX1061'10.5 KILOMETERS (6.55 MILES) WEST ALONG THE SOUTHERN PACIFIC RAILROAD
 CX1061'FROM ITS STATION IN DEMING, 0.3 KILOMETER (0.2 MILE) EAST OF A
 CX1061'RAILROAD BRIDGE, 0.25 KILOMETER (0.15 MILE) WEST OF INTERSTATE HIGHWAY
 CX1061'10 MILE POST 76, AT A POWER LINE CROSSING THE RAILROAD AND HIGHWAY,
 CX1061'31.7 METERS (104 FEET) SOUTH OF THE SOUTH RAIL, 42.7 METERS (140 FEET)
 CX1061'EAST OF THE POWER LINE JUNCTION POLE NO. 69, 42.1 METERS (138 FEET)
 CX1061'SOUTHWEST OF AN OLD RAILROAD SIGNAL, 13.7 METERS (45 FEET) SOUTH OF
 CX1061'THE EIGHTH TELEGRAPH POLE EAST OF THE RAILROAD BRIDGE AND 6.3 METERS
 CX1061'(20.7 FEET) NORTH OF THE CENTERLINE OF THE FRONTAGE ROAD.
 CX1061'THE MARK IS 0.9 METERS  W FROM A WITNESS POST.
 CX1061'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0174 ***********************************************************************
 GN0174  DESIGNATION -  7 D
 GN0174  PID         -  GN0174
 GN0174  STATE/COUNTY-  NM/RIO ARRIBA
 GN0174  USGS QUAD   -  MEDANALES (1995)
 GN0174
 GN0174                         *CURRENT SURVEY CONTROL
 GN0174  ___________________________________________________________________
 GN0174* NAD 83(1992)-  36 10 15.85241(N)    106 12 08.52307(W)     ADJUSTED  
 GN0174* NAVD 88     -      1792.409  (meters)    5880.60   (feet)  ADJUSTED  
 GN0174  ___________________________________________________________________
 GN0174  LAPLACE CORR-          -1.68  (seconds)                    DEFLEC99
 GN0174  GEOID HEIGHT-         -18.96  (meters)                     GEOID03
 GN0174  DYNAMIC HT  -        1790.006 (meters)    5872.71  (feet)  COMP
 GN0174  MODELED GRAV-     979,229.5   (mgal)                       NAVD 88
 GN0174
 GN0174  HORZ ORDER  -  THIRD
 GN0174  VERT ORDER  -  SECOND    CLASS 0
 GN0174
 GN0174.The horizontal coordinates were established by classical geodetic methods
 GN0174.and adjusted by the National Geodetic Survey in December 1993..
 GN0174
 GN0174.The orthometric height was determined by differential leveling
 GN0174.and adjusted by the National Geodetic Survey in June 1991..
 GN0174
 GN0174.The Laplace correction was computed from DEFLEC99 derived deflections.
 GN0174
 GN0174.The geoid height was determined by GEOID03.
 GN0174
 GN0174.The dynamic height is computed by dividing the NAVD 88
 GN0174.geopotential number by the normal gravity value computed on the
 GN0174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GN0174.degrees latitude (g = 980.6199 gals.).
 GN0174
 GN0174.The modeled gravity was interpolated from observed gravity values.
 GN0174
 GN0174;                    North         East     Units Scale Factor Converg.
 GN0174;SPC NM C     -   573,494.083   504,284.997   MT  0.99990023   +0 01 41.2
 GN0174;SPC NM C     - 1,881,538.50  1,654,475.03   sFT  0.99990023   +0 01 41.2
 GN0174;UTM  13      - 4,003,592.606   391,865.572   MT  0.99974407   -0 42 34.9
 GN0174
 GN0174!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GN0174!SPC NM C     -   0.99972174  x   0.99990023  =   0.99962200
 GN0174!UTM  13      -   0.99972174  x   0.99974407  =   0.99946588
 GN0174
 GN0174|---------------------------------------------------------------------|
 GN0174| PID    Reference Object                     Distance      Geod. Az  |
 GN0174|                                                           dddmmss.s |
 GN0174| CD3997 7 D RM 1                             29.325 METERS 04019     |
 GN0174| CD3996 7 D AZ MK                                          1255553.2 |
 GN0174| CD3998 7 D RM 2                              8.620 METERS 30617     |
 GN0174|---------------------------------------------------------------------|
 GN0174
 GN0174                          SUPERSEDED SURVEY CONTROL
 GN0174
 GN0174  NAD 83(1986)-  36 10 15.85601(N)    106 12 08.52820(W) AD(       ) 3
 GN0174  NAD 27      -  36 10 15.78430(N)    106 12 06.44370(W) AD(       ) 3
 GN0174  NGVD 29 (??/??/92) 1791.353  (m)         5877.13   (f) ADJ UNCH    2 0
 GN0174
 GN0174.Superseded values are not recommended for survey control.
 GN0174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0174.See file dsdata.txt to determine how the superseded data were derived.
 GN0174
 GN0174_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCA9186603593(NAD 83)
 GN0174_MARKER: DD = SURVEY DISK
 GN0174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GN0174_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GN0174_STAMPING: 7 D 5977 1934
 GN0174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GN0174+STABILITY: SURFACE MOTION
 GN0174
 GN0174  HISTORY     - Date     Condition        Report By
 GN0174  HISTORY     - 1954     MONUMENTED       USGS
 GN0174  HISTORY     - 1939     GOOD             NGS
 GN0174  HISTORY     - 1951     GOOD             DOD
 GN0174
 GN0174                          STATION DESCRIPTION
 GN0174
 GN0174'DESCRIBED BY US GEOLOGICAL SURVEY 1954 (WRH)
 GN0174'THE STATION IS LOCATED AIRLINE ABOUT 8 MILES EAST-SOUTHEAST
 GN0174'OF ABIQUIU AND ABOUT 14 MILES NORTH-NORTHWEST OF ESPANOLA
 GN0174'ALONG THE SOUTHWEST SIDE OF U.S. HIGHWAY 84.
 GN0174'
 GN0174'THE STATION IS A STANDARD USGS BENCH MARK DISK STAMPED 7D 5877
 GN0174'1934 SET IN TOP OF A CONCRETE CYLINDER WHICH IS ABOUT 6 INCHES
 GN0174'IN DIAMETER AND IS ABOUT FLUSH WITH THE GROUND.  IT IS 2 FEET
 GN0174'EAST-NORTHEAST OF A NORTHWEST-SOUTHEAST FENCE LINE, 5 FEET
 GN0174'NORTH OF A WHITE WITNESS POST, AND 47.5 FEET WEST-SOUTHWEST
 GN0174'OF THE CENTER LINE OF THE HIGHWAY.
 GN0174'
 GN0174'REFERENCE MARK NUMBER ONE IS A STANDARD USC AND GS REFERENCE
 GN0174'MARK DISK STAMPED BM 7D NO 1 1954 USGS SET IN TOP OF A 10-INCH
 GN0174'SQUARE CONCRETE MONUMENT WHICH PROJECTS ABOUT 3 INCHES ABOVE
 GN0174'THE GROUND AND IS ABOUT 2-1/2-FEET LOWER THAN THE STATION.
 GN0174'IT IS 2 FEET WEST-SOUTHWEST OF A NORTHWEST-SOUTHEAST FENCE
 GN0174'LINE AND 47 FEET EAST-NORTHEAST OF THE CENTER LINE OF THE
 GN0174'HIGHWAY.
 GN0174'
 GN0174'REFERENCE MARK NUMBER TWO IS A STANDARD USC AND GS REFERENCE
 GN0174'MARK DISK STAMPED BM 7D NO 2 1954 USGS SET IN TOP OF A 10-INCH
 GN0174'SQUARE CONCRETE MONUMENT WHICH PROJECTS ABOUT 3 INCHES ABOVE
 GN0174'THE GROUND AND IS ABOUT THE SAME ELEVATION AS THE STATION.
 GN0174'IT IS 2 FEET EAST-NORTHEAST OF A NORTHWEST-SOUTHEAST FENCE
 GN0174'LINE AND 47 FEET WEST-SOUTHWEST OF THE CENTER LINE OF THE
 GN0174'HIGHWAY.
 GN0174'
 GN0174'THE AZIMUTH MARK IS A STANDARD USC AND GS AZIMUTH MARK DISK
 GN0174'STAMPED BM 7D 1954 USGS SET IN TOP OF A 10-INCH SQUARE CONCRETE
 GN0174'MONUMENT WHICH PROJECTS ABOUT 3 INCHES ABOVE THE GROUND.  IT IS
 GN0174'1 FOOT WEST-SOUTHWEST OF A NORTHWEST-SOUTHEAST FENCE LINE AND
 GN0174'48 FEET EAST-NORTHEAST OF THE CENTER LINE OF THE HIGHWAY.
 GN0174'
 GN0174'TO REACH THE STATION FROM THE POST OFFICE IN ESPANOLA, GO NORTHERLY
 GN0174'ON U.S. HIGHWAY 84 FOR 7.5 MILES TO A JUNCTION WITH U.S. HIGHWAY
 GN0174'285.  CONTINUE NORTHWESTERLY ON U.S. HIGHWAY 84 FOR 7.7 MILES
 GN0174'TO A SIDE ROAD, RIGHT, AND A SIGN MEDANALES.  CONTINUE
 GN0174'NORTHWESTERLY ON U.S. HIGHWAY 84 FOR 0.25 MILE TO THE AZIMUTH MARK
 GN0174'ON THE RIGHT, NORTHEAST.  CONTINUE NORTHWESTERLY ON U.S. HIGHWAY
 GN0174'84 FOR 0.75 MILE TO A WHITE WITNESS POST ON THE LEFT,
 GN0174'SOUTHWEST, AND THE STATION.
 GN0174'
 GN0174'HEIGHT OF LIGHT ABOVE STATION MARK 1.48 METERS.
 GN0174
 GN0174                          STATION RECOVERY (1939)
 GN0174
 GN0174'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1939
 GN0174'8.0 MI SE FROM ABIQUIU.
 GN0174'8.0 MILES SOUTHEAST OF POST OFFICE.  ALONG U.S. HYWAY NO. 285. 0.3
 GN0174'MILES SOUTHWEST OF A GROUP OF ADOBE HOUSES.  45 FEET SOUTH OF THE
 GN0174'CENTERLINE OF THE HYWAY.  2 FEET NORTH OF A WIRE FENCE.  3 FEET ABOVE
 GN0174'THE LEVEL OF THE ROAD.
 GN0174
 GN0174                          STATION RECOVERY (1951)
 GN0174
 GN0174'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1951
 GN0174'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1085 ***********************************************************************
 CX1085  DESIGNATION -  7 F
 CX1085  PID         -  CX1085
 CX1085  STATE/COUNTY-  NM/LUNA
 CX1085  USGS QUAD   -  DEMING EAST (1965)
 CX1085
 CX1085                         *CURRENT SURVEY CONTROL
 CX1085  ___________________________________________________________________
 CX1085* NAD 83(1986)-  32 15 46.     (N)    107 43 00.     (W)     SCALED    
 CX1085* NAVD 88     -      1311.373  (meters)    4302.40   (feet)  POSTED    
 CX1085  ___________________________________________________________________
 CX1085  GEOID HEIGHT-         -24.57  (meters)                     GEOID03
 CX1085  DYNAMIC HT  -        1309.390 (meters)    4295.89  (feet)  COMP
 CX1085  MODELED GRAV-     979,077.8   (mgal)                       NAVD 88
 CX1085
 CX1085  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 CX1085
 CX1085.This mark is at Deming Airport (DMN)
 CX1085
 CX1085.The horizontal coordinates were scaled from a topographic map and have
 CX1085.an estimated accuracy of +/- 6 seconds.
 CX1085
 CX1085.The orthometric height was determined by differential leveling
 CX1085.and adjusted by the National Geodetic Survey in 1992..
 CX1085.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 CX1085.rate greater than 8.0 mm/km.
 CX1085
 CX1085.The geoid height was determined by GEOID03.
 CX1085
 CX1085.The dynamic height is computed by dividing the NAVD 88
 CX1085.geopotential number by the normal gravity value computed on the
 CX1085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX1085.degrees latitude (g = 980.6199 gals.).
 CX1085
 CX1085.The modeled gravity was interpolated from observed gravity values.
 CX1085
 CX1085;                    North         East    Units  Estimated Accuracy
 CX1085;SPC NM W     -   140,010.      840,990.      MT  (+/- 180 meters Scaled)
 CX1085
 CX1085                          SUPERSEDED SURVEY CONTROL
 CX1085
 CX1085  NGVD 29 (??/??/92) 1310.784  (m)         4300.46   (f) ADJ UNCH    2 0
 CX1085
 CX1085.Superseded values are not recommended for survey control.
 CX1085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1085.See file dsdata.txt to determine how the superseded data were derived.
 CX1085
 CX1085_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBR440728(NAD 83)
 CX1085_MARKER: S = SPIKE
 CX1085_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CX1085_SP_SET: RUNWAY
 CX1085_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX1085
 CX1085  HISTORY     - Date     Condition        Report By
 CX1085  HISTORY     - UNK      MONUMENTED       CGS
 CX1085  HISTORY     - 1945     GOOD             NGS
 CX1085
 CX1085                          STATION DESCRIPTION
 CX1085
 CX1085'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 CX1085'3.8 MI S FROM DEMING.
 CX1085'3.8 MILES SOUTH TO THE POST HEADQUARTERS D.A.A.F. AT THE DEMING ARMY
 CX1085'AIR FIELD, AT THE NORTHWEST END (13) OF THE NORTHWEST-SOUTHEAST
 CX1085'RUNWAY, IN THE MIDDLE OF THE RUNWAY, 54 FEET SOUTHEAST OF THE SOUTH
 CX1085'EDGE OF THE MOST NORTHERLY EAST-WEST RUNWAY, A RAILROAD SPIKE DRIVEN
 CX1085'FLUSH WITH THE ASPHALT RUNWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0047 ***********************************************************************
 EP0047  DESIGNATION -  7 F
 EP0047  PID         -  EP0047
 EP0047  STATE/COUNTY-  NM/GUADALUPE
 EP0047  USGS QUAD   -  FORT SUMNER EAST (1982)
 EP0047
 EP0047                         *CURRENT SURVEY CONTROL
 EP0047  ___________________________________________________________________
 EP0047* NAD 83(1986)-  34 29 21.     (N)    104 12 54.     (W)     SCALED    
 EP0047* NAVD 88     -      1262.583  (meters)    4142.32   (feet)  ADJUSTED  
 EP0047  ___________________________________________________________________
 EP0047  GEOID HEIGHT-         -23.61  (meters)                     GEOID03
 EP0047  DYNAMIC HT  -        1260.913 (meters)    4136.85  (feet)  COMP
 EP0047  MODELED GRAV-     979,269.7   (mgal)                       NAVD 88
 EP0047
 EP0047  VERT ORDER  -  FIRST     CLASS II
 EP0047
 EP0047.This mark is at Fort Sumner Airport (FSU)
 EP0047
 EP0047.The horizontal coordinates were scaled from a topographic map and have
 EP0047.an estimated accuracy of +/- 6 seconds.
 EP0047
 EP0047.The orthometric height was determined by differential leveling
 EP0047.and adjusted by the National Geodetic Survey in June 1991..
 EP0047
 EP0047.The geoid height was determined by GEOID03.
 EP0047
 EP0047.The dynamic height is computed by dividing the NAVD 88
 EP0047.geopotential number by the normal gravity value computed on the
 EP0047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EP0047.degrees latitude (g = 980.6199 gals.).
 EP0047
 EP0047.The modeled gravity was interpolated from observed gravity values.
 EP0047
 EP0047;                    North         East    Units  Estimated Accuracy
 EP0047;SPC NM E     -   386,920.      175,870.      MT  (+/- 180 meters Scaled)
 EP0047
 EP0047                          SUPERSEDED SURVEY CONTROL
 EP0047
 EP0047  NGVD 29 (??/??/92) 1261.976  (m)         4140.33   (f) ADJ UNCH    1 2
 EP0047
 EP0047.Superseded values are not recommended for survey control.
 EP0047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EP0047.See file dsdata.txt to determine how the superseded data were derived.
 EP0047
 EP0047_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEU720166(NAD 83)
 EP0047_MARKER: S = SPIKE
 EP0047_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EP0047_SP_SET: RUNWAY
 EP0047_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EP0047
 EP0047  HISTORY     - Date     Condition        Report By
 EP0047  HISTORY     - UNK      MONUMENTED       CGS
 EP0047  HISTORY     - 1945     GOOD             NGS
 EP0047
 EP0047                          STATION DESCRIPTION
 EP0047
 EP0047'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 EP0047'2.8 MI NE FROM FORT SUMNER.
 EP0047'LOCATED ABOUT 2.8 MILES NORTHEAST OF THE SANTA FE RAILROAD DEPOT AT
 EP0047'FORT SUMNER, AT THE FORT SUMNER ARMY AIR FIELD AT THE INTERSECTION OF
 EP0047'NORTH-SOUTH AND NORTHEAST SOUTHWEST RUNWAYS, IN THE CENTER OF THE
 EP0047'INTERSECTION.  A RAILROAD SPIKE DRIVEN FLUSH WITH RUNWAYS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0233 ***********************************************************************
 CW0233  DESIGNATION -  7 H
 CW0233  PID         -  CW0233
 CW0233  STATE/COUNTY-  NM/EDDY
 CW0233  USGS QUAD   -  KITCHEN COVE (1985)
 CW0233
 CW0233                         *CURRENT SURVEY CONTROL
 CW0233  ___________________________________________________________________
 CW0233* NAD 83(1986)-  32 21 03.     (N)    104 15 34.     (W)     SCALED    
 CW0233* NAVD 88     -       987.715  (meters)    3240.53   (feet)  POSTED    
 CW0233  ___________________________________________________________________
 CW0233  GEOID HEIGHT-         -24.36  (meters)                     GEOID03
 CW0233  DYNAMIC HT  -         986.300 (meters)    3235.89  (feet)  COMP
 CW0233  MODELED GRAV-     979,172.4   (mgal)                       NAVD 88
 CW0233
 CW0233  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 CW0233
 CW0233.This mark is at Cavern City Air Terminal Airport (CNM)
 CW0233
 CW0233.The horizontal coordinates were scaled from a topographic map and have
 CW0233.an estimated accuracy of +/- 6 seconds.
 CW0233
 CW0233.The orthometric height was determined by differential leveling
 CW0233.and adjusted by the National Geodetic Survey in 1992..
 CW0233.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 CW0233.rate greater than 8.0 mm/km.
 CW0233
 CW0233.The geoid height was determined by GEOID03.
 CW0233
 CW0233.The dynamic height is computed by dividing the NAVD 88
 CW0233.geopotential number by the normal gravity value computed on the
 CW0233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0233.degrees latitude (g = 980.6199 gals.).
 CW0233
 CW0233.The modeled gravity was interpolated from observed gravity values.
 CW0233
 CW0233;                    North         East    Units  Estimated Accuracy
 CW0233;SPC NM E     -   149,770.      171,960.      MT  (+/- 180 meters Scaled)
 CW0233
 CW0233                          SUPERSEDED SURVEY CONTROL
 CW0233
 CW0233  NGVD 29 (??/??/92)  987.26   (m)         3239.0    (f) COMPUTED    1 2
 CW0233
 CW0233.Superseded values are not recommended for survey control.
 CW0233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0233.See file dsdata.txt to determine how the superseded data were derived.
 CW0233
 CW0233_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SER696795(NAD 83)
 CW0233_MARKER: Q = CHISELED SQUARE
 CW0233_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CW0233_SP_SET: RUNWAY
 CW0233_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CW0233
 CW0233  HISTORY     - Date     Condition        Report By
 CW0233  HISTORY     - UNK      MONUMENTED       CGS
 CW0233  HISTORY     - 1945     GOOD             NGS
 CW0233  HISTORY     - 20040320 MARK NOT FOUND   USPSQD
 CW0233
 CW0233                          STATION DESCRIPTION
 CW0233
 CW0233'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 CW0233'6.9 MI SW FROM CARLSBAD.
 CW0233'AT THE CARLSBAD ARMY AIR FIELD, ON THE NORTHWEST-SOUTHEAST RUNWAY A
 CW0233'(MOST EASTERLY), AT THE NORTHWEST END, ON THE CENTER-LINE.
 CW0233
 CW0233                          STATION RECOVERY (2004)
 CW0233
 CW0233'RECOVERY NOTE BY US POWER SQUADRON 2004 (CAG)
 CW0233'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0077 ***********************************************************************
 CY0077  DESIGNATION -  7 RESET
 CY0077  PID         -  CY0077
 CY0077  STATE/COUNTY-  NM/GRANT
 CY0077  USGS QUAD   -  FORT BAYARD (1992)
 CY0077
 CY0077                         *CURRENT SURVEY CONTROL
 CY0077  ___________________________________________________________________
 CY0077* NAD 83(1986)-  32 47 33.     (N)    108 14 41.     (W)     SCALED    
 CY0077* NAVD 88     -      1886.97   (meters)    6190.8    (feet)  RESET     
 CY0077  ___________________________________________________________________
 CY0077  GEOID HEIGHT-         -23.64  (meters)                     GEOID03
 CY0077
 CY0077  VERT ORDER  -  THIRD
 CY0077
 CY0077.The horizontal coordinates were scaled from a topographic map and have
 CY0077.an estimated accuracy of +/- 6 seconds.
 CY0077
 CY0077.The orthometric height was computed from unverified reset data.
 CY0077.No vertical observational check was made to the station.
 CY0077
 CY0077.The geoid height was determined by GEOID03.
 CY0077
 CY0077;                    North         East    Units  Estimated Accuracy
 CY0077;SPC NM W     -   198,820.      791,470.      MT  (+/- 180 meters Scaled)
 CY0077
 CY0077                          SUPERSEDED SURVEY CONTROL
 CY0077
 CY0077  NGVD 29 (06/15/00) 1886.08   (m)         6187.9    (f) RESET       3  
 CY0077
 CY0077.Superseded values are not recommended for survey control.
 CY0077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0077.See file dsdata.txt to determine how the superseded data were derived.
 CY0077
 CY0077_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYB580316(NAD 83)
 CY0077_MARKER: DB = BENCH MARK DISK
 CY0077_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CY0077_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CY0077_STAMPING: NO. 7 RESET 1976
 CY0077_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CY0077
 CY0077  HISTORY     - Date     Condition        Report By
 CY0077  HISTORY     - 1976     MONUMENTED       LOCENG
 CY0077
 CY0077                          STATION DESCRIPTION
 CY0077
 CY0077'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1976
 CY0077'2.1 MI E FROM SILVER CITY.
 CY0077'2.1 MILES EAST ALONG U. S. OLD HIGHWAY 260 FROM CITY HALL AT SILVER
 CY0077'CITY, IN THE TOP OF A RISE 340 FEET NORTH OF THE CENTERLINE OF THE OLD
 CY0077'HIGHWAY, ALSO 593 FEET DISTANCE SOUTHWEST OF THE 1/4 CORNER OF SECTION
 CY0077'36 T17S, R14W, NMPM IS A BRASS CAP, AND 293 FEET NORTHEAST FROM THE
 CY0077'NORTHWEST CORNER OF A NEW BASEBALL FIELD TERMINAL POLE, DISK SET IN
 CY0077'THE TOP OF A 6 INCH CAST IRON PIPE ON CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0623 ***********************************************************************
 FO0623  DESIGNATION -  70
 FO0623  PID         -  FO0623
 FO0623  STATE/COUNTY-  NM/SANDOVAL
 FO0623  USGS QUAD   -  SAN LUIS (1989)
 FO0623
 FO0623                         *CURRENT SURVEY CONTROL
 FO0623  ___________________________________________________________________
 FO0623* NAD 83(1986)-  35 38 20.     (N)    107 05 16.     (W)     SCALED    
 FO0623* NAVD 88     -      1876.72   (+/-2cm)    6157.2    (feet)  VERTCON   
 FO0623  ___________________________________________________________________
 FO0623  GEOID HEIGHT-         -20.32  (meters)                     GEOID03
 FO0623
 FO0623  VERT ORDER  -  ? (See Below)
 FO0623
 FO0623.The horizontal coordinates were scaled from a topographic map and have
 FO0623.an estimated accuracy of +/- 6 seconds.
 FO0623
 FO0623.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO0623.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO0623.The vertical order pertains to the NGVD 29 superseded value.
 FO0623
 FO0623.The geoid height was determined by GEOID03.
 FO0623
 FO0623;                    North         East    Units  Estimated Accuracy
 FO0623;SPC NM C     -   514,770.      424,130.      MT  (+/- 180 meters Scaled)
 FO0623
 FO0623                          SUPERSEDED SURVEY CONTROL
 FO0623
 FO0623  NGVD 29 (??/??/92) 1875.733  (m)         6153.97   (f) ADJ UNCH    ?  
 FO0623
 FO0623.Superseded values are not recommended for survey control.
 FO0623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0623.See file dsdata.txt to determine how the superseded data were derived.
 FO0623
 FO0623_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV109459(NAD 83)
 FO0623_MARKER: P = PIPE CAP
 FO0623_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FO0623_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FO0623_STAMPING: 70
 FO0623_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FO0623
 FO0623  HISTORY     - Date     Condition        Report By
 FO0623  HISTORY     - UNK      MONUMENTED       USGS
 FO0623  HISTORY     - 1905     GOOD             NGS
 FO0623
 FO0623                          STATION DESCRIPTION
 FO0623
 FO0623'DESCRIBED BY NATIONAL GEODETIC SURVEY 1905
 FO0623'1 MI N FROM CABEZON.
 FO0623'ABOUT 1 MILE NORTH ALONG A DIRT ROAD FROM CABEZON, SANDOVAL COUNTY,
 FO0623'AND AT THE TOP OF A FLAT RIDGE IN THE FORK OF THE ROAD.  A UNITED
 FO0623'STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 70 AND RIVETED ON THE
 FO0623'TOP OF A 3-1/2-INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0915 ***********************************************************************
 CX0915  DESIGNATION -  70 C
 CX0915  PID         -  CX0915
 CX0915  STATE/COUNTY-  NM/SIERRA
 CX0915  USGS QUAD   -  CABALLO (1980)
 CX0915
 CX0915                         *CURRENT SURVEY CONTROL
 CX0915  ___________________________________________________________________
 CX0915* NAD 83(1986)-  32 53 54.     (N)    107 18 41.     (W)     SCALED    
 CX0915* NAVD 88     -      1294.733  (meters)    4247.80   (feet)  ADJUSTED  
 CX0915  ___________________________________________________________________
 CX0915  GEOID HEIGHT-         -23.61  (meters)                     GEOID03
 CX0915  DYNAMIC HT  -        1292.828 (meters)    4241.55  (feet)  COMP
 CX0915  MODELED GRAV-     979,122.8   (mgal)                       NAVD 88
 CX0915
 CX0915  VERT ORDER  -  SECOND    CLASS 0
 CX0915
 CX0915.The horizontal coordinates were scaled from a topographic map and have
 CX0915.an estimated accuracy of +/- 6 seconds.
 CX0915
 CX0915.The orthometric height was determined by differential leveling
 CX0915.and adjusted by the National Geodetic Survey in June 1991..
 CX0915
 CX0915.The geoid height was determined by GEOID03.
 CX0915
 CX0915.The dynamic height is computed by dividing the NAVD 88
 CX0915.geopotential number by the normal gravity value computed on the
 CX0915.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0915.degrees latitude (g = 980.6199 gals.).
 CX0915
 CX0915.The modeled gravity was interpolated from observed gravity values.
 CX0915
 CX0915;                    North         East    Units  Estimated Accuracy
 CX0915;SPC NM W     -   210,600.      878,830.      MT  (+/- 180 meters Scaled)
 CX0915
 CX0915                          SUPERSEDED SURVEY CONTROL
 CX0915
 CX0915  NGVD 29 (??/??/92) 1294.094  (m)         4245.71   (f) ADJ UNCH    2 0
 CX0915
 CX0915.Superseded values are not recommended for survey control.
 CX0915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0915.See file dsdata.txt to determine how the superseded data were derived.
 CX0915
 CX0915_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBS838423(NAD 83)
 CX0915_MARKER: DD = SURVEY DISK
 CX0915_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CX0915_SP_SET: BRIDGE
 CX0915_STAMPING: 70 C 1934
 CX0915_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CX0915
 CX0915  HISTORY     - Date     Condition        Report By
 CX0915  HISTORY     - 1934     MONUMENTED       USGS
 CX0915  HISTORY     - 1953     MARK NOT FOUND   NGS
 CX0915
 CX0915                          STATION DESCRIPTION
 CX0915
 CX0915'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CX0915'18.6 MI S FROM HOT SPRINGS.
 CX0915'IN SIERRA COUNTY, 20.3 MILES NORTH ALONG U.S. HIGHWAY 85 FROM THE
 CX0915'GRAMMAR SCHOOL AT HATCH, DONA ANA COUNTY, 18.6 MILES 64.5 FEET
 CX0915'SOUTHWEST OF POLE 706, AT A ROAD JUNCTION, 36 FEET NORTH OF THE
 CX0915'CENTERLINE OF THE ROAD BEARING SOUTHEAST, 18 FEET EAST OF THE
 CX0915'CENTERLINE OF THE HIGHWAY, AND IN A CONCRETE HEADWALL.  A UNITED
 CX0915'STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 70 C 1934. NOTE-- THE
 CX0915'HEADWALL OF THE BRIDGE AT THIS POINT IS WOODEN.  IF THERE WAS A SMALL
 CX0915'CULVERT WITH HEADWALLS AT THIS POINT IT NO LONGER EXISTS AS THERE A
 CX0915'WIDE ASPHALT ROAD JUNCTION AT THIS PLACE NOW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0193 ***********************************************************************
 GN0193  DESIGNATION -  7005.00 EL
 GN0193  PID         -  GN0193
 GN0193  STATE/COUNTY-  NM/RIO ARRIBA
 GN0193  USGS QUAD   -  CANJILON (1995)
 GN0193
 GN0193                         *CURRENT SURVEY CONTROL
 GN0193  ___________________________________________________________________
 GN0193* NAD 83(1986)-  36 25 59.     (N)    106 28 35.     (W)     SCALED    
 GN0193* NAVD 88     -      2206.769  (meters)    7240.04   (feet)  ADJUSTED  
 GN0193  ___________________________________________________________________
 GN0193  GEOID HEIGHT-         -18.22  (meters)                     GEOID03
 GN0193  DYNAMIC HT  -        2203.716 (meters)    7230.02  (feet)  COMP
 GN0193  MODELED GRAV-     979,169.6   (mgal)                       NAVD 88
 GN0193
 GN0193  VERT ORDER  -  SECOND    CLASS 0
 GN0193
 GN0193.The horizontal coordinates were scaled from a topographic map and have
 GN0193.an estimated accuracy of +/- 6 seconds.
 GN0193
 GN0193.The orthometric height was determined by differential leveling
 GN0193.and adjusted by the National Geodetic Survey in June 1991..
 GN0193
 GN0193.The geoid height was determined by GEOID03.
 GN0193
 GN0193.The dynamic height is computed by dividing the NAVD 88
 GN0193.geopotential number by the normal gravity value computed on the
 GN0193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GN0193.degrees latitude (g = 980.6199 gals.).
 GN0193
 GN0193.The modeled gravity was interpolated from observed gravity values.
 GN0193
 GN0193;                    North         East    Units  Estimated Accuracy
 GN0193;SPC NM C     -   602,590.      479,700.      MT  (+/- 180 meters Scaled)
 GN0193
 GN0193                          SUPERSEDED SURVEY CONTROL
 GN0193
 GN0193  NGVD 29 (??/??/92) 2205.534  (m)         7235.99   (f) ADJ UNCH    2 0
 GN0193
 GN0193.Superseded values are not recommended for survey control.
 GN0193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0193.See file dsdata.txt to determine how the superseded data were derived.
 GN0193
 GN0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCA676329(NAD 83)
 GN0193_MARKER: DD = SURVEY DISK
 GN0193_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GN0193_SP_SET: SANDSTONE HEADWALL
 GN0193_STAMPING: 7005.00 EL
 GN0193_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GN0193
 GN0193  HISTORY     - Date     Condition        Report By
 GN0193  HISTORY     - UNK      MONUMENTED       BPR
 GN0193  HISTORY     - 1934     GOOD             NGS
 GN0193  HISTORY     - 1952     GOOD             NGS
 GN0193
 GN0193                          STATION DESCRIPTION
 GN0193
 GN0193'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GN0193'4.4 MI S FROM CANJILON.
 GN0193'4.4 MI SOUTH ON OLD U.S. HWY NO. 285 IN THE WEST STONE HEADWALL OF A 2
 GN0193'FOOT GALV IRON CULVERT.
 GN0193
 GN0193                          STATION RECOVERY (1952)
 GN0193
 GN0193'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 GN0193'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0566 ***********************************************************************
 DR0566  DESIGNATION -  702+93.8
 DR0566  PID         -  DR0566
 DR0566  STATE/COUNTY-  NM/LINCOLN
 DR0566  USGS QUAD   -  LINCOLN (1989)
 DR0566
 DR0566                         *CURRENT SURVEY CONTROL
 DR0566  ___________________________________________________________________
 DR0566* NAD 83(1986)-  33 24 10.     (N)    105 28 18.     (W)     SCALED    
 DR0566* NAVD 88     -      1772.958  (meters)    5816.78   (feet)  ADJUSTED  
 DR0566  ___________________________________________________________________
 DR0566  GEOID HEIGHT-         -19.79  (meters)                     GEOID03
 DR0566  DYNAMIC HT  -        1770.336 (meters)    5808.18  (feet)  COMP
 DR0566  MODELED GRAV-     979,094.1   (mgal)                       NAVD 88
 DR0566
 DR0566  VERT ORDER  -  FIRST     CLASS II
 DR0566
 DR0566.The horizontal coordinates were scaled from a topographic map and have
 DR0566.an estimated accuracy of +/- 6 seconds.
 DR0566
 DR0566.The orthometric height was determined by differential leveling
 DR0566.and adjusted by the National Geodetic Survey in June 1991..
 DR0566
 DR0566.The geoid height was determined by GEOID03.
 DR0566
 DR0566.The dynamic height is computed by dividing the NAVD 88
 DR0566.geopotential number by the normal gravity value computed on the
 DR0566.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0566.degrees latitude (g = 980.6199 gals.).
 DR0566
 DR0566.The modeled gravity was interpolated from observed gravity values.
 DR0566
 DR0566;                    North         East    Units  Estimated Accuracy
 DR0566;SPC NM C     -   266,690.      572,400.      MT  (+/- 180 meters Scaled)
 DR0566
 DR0566                          SUPERSEDED SURVEY CONTROL
 DR0566
 DR0566  NGVD 29 (??/??/92) 1772.279  (m)         5814.55   (f) ADJ UNCH    1 2
 DR0566
 DR0566.Superseded values are not recommended for survey control.
 DR0566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0566.See file dsdata.txt to determine how the superseded data were derived.
 DR0566
 DR0566_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDS561960(NAD 83)
 DR0566_MARKER: DD = SURVEY DISK
 DR0566_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DR0566_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DR0566_STAMPING: 702+93.8
 DR0566_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR0566
 DR0566  HISTORY     - Date     Condition        Report By
 DR0566  HISTORY     - UNK      MONUMENTED       BPR
 DR0566  HISTORY     - 1944     GOOD             NGS
 DR0566  HISTORY     - 20050704 MARK NOT FOUND   USPSQD
 DR0566
 DR0566                          STATION DESCRIPTION
 DR0566
 DR0566'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 DR0566'12.7 MI W FROM HONDO.
 DR0566'12.7 MILES WEST ALONG U.S. HIGHWAY 70 FROM THE GENERAL STORE AT HONDO,
 DR0566'LINCOLN COUNTY, 0.8 MILE WEST OF THE J.V. TULLY GENERAL STORE, AT
 DR0566'STATION 702+93.8, 43 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND
 DR0566'2 FEET INSIDE THE RIGHT-OF-WAY FENCE.  A UNITED STATES BUREAU OF
 DR0566'PUBLIC ROADS STANDARD CAP, STAMPED 702+93.8 AND FASTENED ON THE TOP OF
 DR0566'AN IRON PIPE SET IN CONCRETE.
 DR0566
 DR0566                          STATION RECOVERY (2005)
 DR0566
 DR0566'RECOVERY NOTE BY US POWER SQUADRON 2005 (BJK)
 DR0566'ON PRIVATE PROPERTY AND COULD NOT DIG TO FIND THE MARK
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0361 ***********************************************************************
 EQ0361  DESIGNATION -  7040
 EQ0361  PID         -  EQ0361
 EQ0361  STATE/COUNTY-  NM/SOCORRO
 EQ0361  USGS QUAD   -  TRES MONTOSAS (1995)
 EQ0361
 EQ0361                         *CURRENT SURVEY CONTROL
 EQ0361  ___________________________________________________________________
 EQ0361* NAD 83(1986)-  34 03 54.     (N)    107 27 01.     (W)     SCALED    
 EQ0361* NAVD 88     -      2146.955  (meters)    7043.80   (feet)  ADJUSTED  
 EQ0361  ___________________________________________________________________
 EQ0361  GEOID HEIGHT-         -21.57  (meters)                     GEOID03
 EQ0361  DYNAMIC HT  -        2143.626 (meters)    7032.88  (feet)  COMP
 EQ0361  MODELED GRAV-     979,008.5   (mgal)                       NAVD 88
 EQ0361
 EQ0361  VERT ORDER  -  FIRST     CLASS I
 EQ0361
 EQ0361.The horizontal coordinates were scaled from a topographic map and have
 EQ0361.an estimated accuracy of +/- 6 seconds.
 EQ0361
 EQ0361.The orthometric height was determined by differential leveling
 EQ0361.and adjusted by the National Geodetic Survey in June 1991..
 EQ0361
 EQ0361.The geoid height was determined by GEOID03.
 EQ0361
 EQ0361.The dynamic height is computed by dividing the NAVD 88
 EQ0361.geopotential number by the normal gravity value computed on the
 EQ0361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0361.degrees latitude (g = 980.6199 gals.).
 EQ0361
 EQ0361.The modeled gravity was interpolated from observed gravity values.
 EQ0361
 EQ0361;                    North         East    Units  Estimated Accuracy
 EQ0361;SPC NM C     -   340,510.      389,210.      MT  (+/- 180 meters Scaled)
 EQ0361
 EQ0361                          SUPERSEDED SURVEY CONTROL
 EQ0361
 EQ0361  NGVD 29 (??/??/92) 2146.026  (m)         7040.75   (f) ADJ UNCH    1 1
 EQ0361
 EQ0361.Superseded values are not recommended for survey control.
 EQ0361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0361.See file dsdata.txt to determine how the superseded data were derived.
 EQ0361
 EQ0361_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBT738720(NAD 83)
 EQ0361_MARKER: DD = SURVEY DISK
 EQ0361_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EQ0361_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EQ0361_STAMPING: 7040
 EQ0361_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EQ0361
 EQ0361  HISTORY     - Date     Condition        Report By
 EQ0361  HISTORY     - UNK      MONUMENTED       USGS
 EQ0361  HISTORY     - 1934     GOOD             NGS
 EQ0361  HISTORY     - 1978     GOOD             NGS
 EQ0361
 EQ0361                          STATION DESCRIPTION
 EQ0361
 EQ0361'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 EQ0361'13.1 MI W FROM MAGDALENA.
 EQ0361'ON US HWY NO. 60, FROM P.O. ABOUT 0.2 MI EAST OF THE ROAD FORK SOUTH
 EQ0361'TO THE MONICA RANGER STATION.  ABOUT 165 YDS SOUTH OF THE CENTERLINE
 EQ0361'OF US HWY NO. 60, ABOUT 110 FT NORTH OF THE TELEPHONE LINE, ABOUT 30
 EQ0361'FEET NORTH OF AN OLD ROAD.
 EQ0361
 EQ0361                          STATION RECOVERY (1978)
 EQ0361
 EQ0361'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EQ0361'11.65 MILES WEST ALONG U.S. HIGHWAY 60 FROM THE POST OFFICE IN
 EQ0361'MAGDALENA, THENCE 0.75 MILE SOUTHWEST ALONG STATE HIGHWAY 52, AND
 EQ0361'THENCE 0.2 MILE EAST ALONG AN OLD HIGHWAY GRADE, 165 YARDS SOUTH OF
 EQ0361'THE CENTER OF AN OLD HIGHWAY GRADE, 235 FEET WEST OF THE FIRST POWER
 EQ0361'POLE SOUTH OF A POWER LINE JUNCTION POLE, AND 30 FEET NORTH OF AN
 EQ0361'OLD OILED ROAD GRADE.  A USGS STANDARD CAP, RIVETED ON A 3.5 INCH
 EQ0361'IRON PIPE PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0227 ***********************************************************************
 GM0227  DESIGNATION -  7047.4
 GM0227  PID         -  GM0227
 GM0227  STATE/COUNTY-  NM/COLFAX
 GM0227  USGS QUAD   -  UTE PARK (1987)
 GM0227
 GM0227                         *CURRENT SURVEY CONTROL
 GM0227  ___________________________________________________________________
 GM0227* NAD 83(1986)-  36 33 13.     (N)    105 02 15.     (W)     SCALED    
 GM0227* NAVD 88     -      2147.720  (meters)    7046.31   (feet)  ADJUSTED  
 GM0227  ___________________________________________________________________
 GM0227  GEOID HEIGHT-         -17.17  (meters)                     GEOID03
 GM0227  DYNAMIC HT  -        2144.855 (meters)    7036.91  (feet)  COMP
 GM0227  MODELED GRAV-     979,220.8   (mgal)                       NAVD 88
 GM0227
 GM0227  VERT ORDER  -  FIRST     CLASS II
 GM0227
 GM0227.The horizontal coordinates were scaled from a topographic map and have
 GM0227.an estimated accuracy of +/- 6 seconds.
 GM0227
 GM0227.The orthometric height was determined by differential leveling
 GM0227.and adjusted by the National Geodetic Survey in June 1991..
 GM0227
 GM0227.The geoid height was determined by GEOID03.
 GM0227
 GM0227.The dynamic height is computed by dividing the NAVD 88
 GM0227.geopotential number by the normal gravity value computed on the
 GM0227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GM0227.degrees latitude (g = 980.6199 gals.).
 GM0227
 GM0227.The modeled gravity was interpolated from observed gravity values.
 GM0227
 GM0227;                    North         East    Units  Estimated Accuracy
 GM0227;SPC NM E     -   616,170.      101,960.      MT  (+/- 180 meters Scaled)
 GM0227
 GM0227                          SUPERSEDED SURVEY CONTROL
 GM0227
 GM0227.No superseded survey control is available for this station.
 GM0227
 GM0227_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDA966453(NAD 83)
 GM0227_MARKER: Q = CHISELED SQUARE
 GM0227_SETTING: 80 = SET IN A BOULDER
 GM0227_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GM0227+STABILITY: SURFACE MOTION
 GM0227
 GM0227  HISTORY     - Date     Condition        Report By
 GM0227  HISTORY     - UNK      MONUMENTED       USGS
 GM0227  HISTORY     - 1934     GOOD             NGS
 GM0227
 GM0227                          STATION DESCRIPTION
 GM0227
 GM0227'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GM0227'4.6 MI SE FROM UTE PARK.
 GM0227'4.6 MILES SOUTHEAST OF UTE PARK ALONG THE ABANDONED ATCHISON, TOPEKA
 GM0227'AND SANTA FE RAILWAY, 140 FEET EAST OF BRIDGE 46 E, AT THE MOUTH OF A
 GM0227'GULCH, 8 FEET NORTHEAST OF THE CENTER LINE OF THE OLD ROADBED, AND ON
 GM0227'THE TOP OF A SANDSTONE BOULDER.  A CHISLED SQUARE, NEAR THE LETTERS
 GM0227'USBM 7047.4.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0189 ***********************************************************************
 DT0189  DESIGNATION -  7057.57
 DT0189  PID         -  DT0189
 DT0189  STATE/COUNTY-  NM/CATRON
 DT0189  USGS QUAD   -  LUNA (1965)
 DT0189
 DT0189                         *CURRENT SURVEY CONTROL
 DT0189  ___________________________________________________________________
 DT0189* NAD 83(1986)-  33 49 07.     (N)    108 57 32.     (W)     SCALED    
 DT0189* NAVD 88     -      2152.105  (meters)    7060.70   (feet)  ADJUSTED  
 DT0189  ___________________________________________________________________
 DT0189  GEOID HEIGHT-         -22.43  (meters)                     GEOID03
 DT0189  DYNAMIC HT  -        2148.701 (meters)    7049.53  (feet)  COMP
 DT0189  MODELED GRAV-     978,977.9   (mgal)                       NAVD 88
 DT0189
 DT0189  VERT ORDER  -  FIRST     CLASS II
 DT0189
 DT0189.The horizontal coordinates were scaled from a topographic map and have
 DT0189.an estimated accuracy of +/- 6 seconds.
 DT0189
 DT0189.The orthometric height was determined by differential leveling
 DT0189.and adjusted by the National Geodetic Survey in June 1991..
 DT0189
 DT0189.The geoid height was determined by GEOID03.
 DT0189
 DT0189.The dynamic height is computed by dividing the NAVD 88
 DT0189.geopotential number by the normal gravity value computed on the
 DT0189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0189.degrees latitude (g = 980.6199 gals.).
 DT0189
 DT0189.The modeled gravity was interpolated from observed gravity values.
 DT0189
 DT0189;                    North         East    Units  Estimated Accuracy
 DT0189;SPC NM W     -   313,110.      725,800.      MT  (+/- 180 meters Scaled)
 DT0189
 DT0189                          SUPERSEDED SURVEY CONTROL
 DT0189
 DT0189  NGVD 29 (??/??/92) 2151.152  (m)         7057.57   (f) ADJ UNCH    1 2
 DT0189
 DT0189.Superseded values are not recommended for survey control.
 DT0189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0189.See file dsdata.txt to determine how the superseded data were derived.
 DT0189
 DT0189_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC889439(NAD 83)
 DT0189_MARKER: DD = SURVEY DISK
 DT0189_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DT0189_SP_SET: CULVERT
 DT0189_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DT0189
 DT0189  HISTORY     - Date     Condition        Report By
 DT0189  HISTORY     - UNK      MONUMENTED       BPR
 DT0189  HISTORY     - 1934     GOOD             NGS
 DT0189  HISTORY     - 1980     MARK NOT FOUND   NGS
 DT0189
 DT0189                          STATION DESCRIPTION
 DT0189
 DT0189'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DT0189'IN LUNA.
 DT0189'ON STATE HWY. NO. 11, 0.4 MILE WEST OF LUNA SCHOOL HOUSE, ABOUT 250
 DT0189'FT. WEST OF GENERAL STORE AND POST OFFICE, 20 FT. SOUTH OF CENTER LINE
 DT0189'OF HWY., IN THE SOUTH HEAD WALL OF LARGE CONCRETE CULVERT WHICH IS 3
 DT0189'FT. LOWER THAN THE ROAD BED.
 DT0189
 DT0189                          STATION RECOVERY (1980)
 DT0189
 DT0189'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DT0189'A THOROUGH SEARCH OF THE AREA REVEALED NO EVIDENCE OF THIS MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0010 ***********************************************************************
 DT0010  DESIGNATION -  7070
 DT0010  PID         -  DT0010
 DT0010  STATE/COUNTY-  NM/CATRON
 DT0010  USGS QUAD   -  HORSE MOUNTAIN WEST (1981)
 DT0010
 DT0010                         *CURRENT SURVEY CONTROL
 DT0010  ___________________________________________________________________
 DT0010* NAD 83(1986)-  33 55 36.     (N)    108 14 11.     (W)     SCALED    
 DT0010* NAVD 88     -      2156.108  (meters)    7073.83   (feet)  POSTED    
 DT0010  ___________________________________________________________________
 DT0010  GEOID HEIGHT-         -21.83  (meters)                     GEOID03
 DT0010  DYNAMIC HT  -        2152.720 (meters)    7062.72  (feet)  COMP
 DT0010  MODELED GRAV-     978,985.3   (mgal)                       NAVD 88
 DT0010
 DT0010  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 DT0010
 DT0010.The horizontal coordinates were scaled from a topographic map and have
 DT0010.an estimated accuracy of +/- 6 seconds.
 DT0010
 DT0010.The orthometric height was determined by differential leveling
 DT0010.and adjusted by the National Geodetic Survey in 1992..
 DT0010.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 DT0010.rate of 1.1 thru 2.0 mm/km.
 DT0010
 DT0010.The geoid height was determined by GEOID03.
 DT0010
 DT0010.The dynamic height is computed by dividing the NAVD 88
 DT0010.geopotential number by the normal gravity value computed on the
 DT0010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0010.degrees latitude (g = 980.6199 gals.).
 DT0010
 DT0010.The modeled gravity was interpolated from observed gravity values.
 DT0010
 DT0010;                    North         East    Units  Estimated Accuracy
 DT0010;SPC NM W     -   324,600.      792,740.      MT  (+/- 180 meters Scaled)
 DT0010
 DT0010                          SUPERSEDED SURVEY CONTROL
 DT0010
 DT0010  NGVD 29 (??/??/92) 2155.167  (m)         7070.74   (f) ADJ UNCH    1 2
 DT0010
 DT0010.Superseded values are not recommended for survey control.
 DT0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0010.See file dsdata.txt to determine how the superseded data were derived.
 DT0010
 DT0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYC554574(NAD 83)
 DT0010_MARKER: P = PIPE CAP
 DT0010_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DT0010_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DT0010_STAMPING: 7070
 DT0010_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DT0010
 DT0010  HISTORY     - Date     Condition        Report By
 DT0010  HISTORY     - UNK      MONUMENTED       USGS
 DT0010  HISTORY     - 1934     GOOD             NGS
 DT0010  HISTORY     - 1980     MARK NOT FOUND   NGS
 DT0010
 DT0010                          STATION DESCRIPTION
 DT0010
 DT0010'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DT0010'2.8 MI W FROM HORSE SPRINGS.
 DT0010'2.8 MI WEST ALONG STATE HWY NO. 12, FROM POST OFFICE.  ON STATE HWY
 DT0010'NO. 12, ABOUT 163 FT NORTH OF THE CENTERLINE OF HWY OPPOSITE A LARGE
 DT0010'ADOBE AND STONE RANCH HOUSE.  ABOUT 100 FT SOUTH OF A FENCE CORNER.
 DT0010'ABOUT 0.5 MI WEST OF THE HORSE SPRINGS CHURCH.
 DT0010
 DT0010                          STATION RECOVERY (1980)
 DT0010
 DT0010'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DT0010'A THOROUGH SEARCH OF THE AREA REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0228 ***********************************************************************
 GM0228  DESIGNATION -  7143.5
 GM0228  PID         -  GM0228
 GM0228  STATE/COUNTY-  NM/COLFAX
 GM0228  USGS QUAD   -  UTE PARK (1987)
 GM0228
 GM0228                         *CURRENT SURVEY CONTROL
 GM0228  ___________________________________________________________________
 GM0228* NAD 83(1986)-  36 33 39.     (N)    105 02 57.     (W)     SCALED    
 GM0228* NAVD 88     -      2176.974  (meters)    7142.29   (feet)  ADJUSTED  
 GM0228  ___________________________________________________________________
 GM0228  GEOID HEIGHT-         -17.12  (meters)                     GEOID03
 GM0228  DYNAMIC HT  -        2174.060 (meters)    7132.73  (feet)  COMP
 GM0228  MODELED GRAV-     979,215.2   (mgal)                       NAVD 88
 GM0228
 GM0228  VERT ORDER  -  FIRST     CLASS II
 GM0228
 GM0228.The horizontal coordinates were scaled from a topographic map and have
 GM0228.an estimated accuracy of +/- 6 seconds.
 GM0228
 GM0228.The orthometric height was determined by differential leveling
 GM0228.and adjusted by the National Geodetic Survey in June 1991..
 GM0228
 GM0228.The geoid height was determined by GEOID03.
 GM0228
 GM0228.The dynamic height is computed by dividing the NAVD 88
 GM0228.geopotential number by the normal gravity value computed on the
 GM0228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GM0228.degrees latitude (g = 980.6199 gals.).
 GM0228
 GM0228.The modeled gravity was interpolated from observed gravity values.
 GM0228
 GM0228;                    North         East    Units  Estimated Accuracy
 GM0228;SPC NM E     -   616,980.      100,920.      MT  (+/- 180 meters Scaled)
 GM0228
 GM0228                          SUPERSEDED SURVEY CONTROL
 GM0228
 GM0228.No superseded survey control is available for this station.
 GM0228
 GM0228_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDA956461(NAD 83)
 GM0228_MARKER: Q = CHISELED SQUARE
 GM0228_SETTING: 80 = SET IN A BOULDER
 GM0228_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GM0228+STABILITY: SURFACE MOTION
 GM0228
 GM0228  HISTORY     - Date     Condition        Report By
 GM0228  HISTORY     - UNK      MONUMENTED       USGS
 GM0228  HISTORY     - 1934     GOOD             NGS
 GM0228
 GM0228                          STATION DESCRIPTION
 GM0228
 GM0228'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GM0228'3.8 MI SE FROM UTE PARK.
 GM0228'3.8 MILES SOUTHEAST ALONG THE ABANDONED ATCHISON, TOPEKA AND SANTA FE
 GM0228'RAILWAY FROM UTE PARK, 40 FEET NORTHEAST OF BRIDGE 47 C OVER CIMARRON
 GM0228'RIVER, 15 FEET NORTH OF A POLE, AND ON THE TOP OF A LARGE SANDSTONE
 GM0228'BOULDER.  A CHISLED SQUARE, NEAR THE LETTERS USBM 7143.5.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0565 ***********************************************************************
 DR0565  DESIGNATION -  714+50
 DR0565  PID         -  DR0565
 DR0565  STATE/COUNTY-  NM/LINCOLN
 DR0565  USGS QUAD   -  LINCOLN (1989)
 DR0565
 DR0565                         *CURRENT SURVEY CONTROL
 DR0565  ___________________________________________________________________
 DR0565* NAD 83(1986)-  33 24 17.     (N)    105 28 09.     (W)     SCALED    
 DR0565* NAVD 88     -      1767.887  (meters)    5800.14   (feet)  ADJUSTED  
 DR0565  ___________________________________________________________________
 DR0565  GEOID HEIGHT-         -19.80  (meters)                     GEOID03
 DR0565  DYNAMIC HT  -        1765.275 (meters)    5791.57  (feet)  COMP
 DR0565  MODELED GRAV-     979,096.3   (mgal)                       NAVD 88
 DR0565
 DR0565  VERT ORDER  -  FIRST     CLASS II
 DR0565
 DR0565.The horizontal coordinates were scaled from a topographic map and have
 DR0565.an estimated accuracy of +/- 6 seconds.
 DR0565
 DR0565.The orthometric height was determined by differential leveling
 DR0565.and adjusted by the National Geodetic Survey in June 1991..
 DR0565
 DR0565.The geoid height was determined by GEOID03.
 DR0565
 DR0565.The dynamic height is computed by dividing the NAVD 88
 DR0565.geopotential number by the normal gravity value computed on the
 DR0565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0565.degrees latitude (g = 980.6199 gals.).
 DR0565
 DR0565.The modeled gravity was interpolated from observed gravity values.
 DR0565
 DR0565;                    North         East    Units  Estimated Accuracy
 DR0565;SPC NM C     -   266,910.      572,630.      MT  (+/- 180 meters Scaled)
 DR0565
 DR0565                          SUPERSEDED SURVEY CONTROL
 DR0565
 DR0565  NGVD 29 (??/??/92) 1767.211  (m)         5797.92   (f) ADJ UNCH    1 2
 DR0565
 DR0565.Superseded values are not recommended for survey control.
 DR0565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0565.See file dsdata.txt to determine how the superseded data were derived.
 DR0565
 DR0565_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDS563962(NAD 83)
 DR0565_MARKER: DD = SURVEY DISK
 DR0565_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DR0565_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DR0565_STAMPING: 714+50
 DR0565_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR0565
 DR0565  HISTORY     - Date     Condition        Report By
 DR0565  HISTORY     - UNK      MONUMENTED       BPR
 DR0565  HISTORY     - 1944     GOOD             NGS
 DR0565  HISTORY     - 20050705 MARK NOT FOUND   USPSQD
 DR0565
 DR0565                          STATION DESCRIPTION
 DR0565
 DR0565'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 DR0565'12.5 MI W FROM HONDO.
 DR0565'12.5 MILES WEST ALONG U.S. HIGHWAY 70 FROM THE GENERAL STORE AT HONDO,
 DR0565'LINCOLN COUNTY, 0.6 MILE WEST OF THE J.V. TULLY GENERAL STORE AND THE
 DR0565'POST OFFICE FOR GLENCOE, AT STATION 714+50, 45 FEET SOUTH OF STATION
 DR0565'683+25 (U.S.P.R.A. 1944 RELOCATION SURVEY), AND 45 FEET SOUTH OF THE
 DR0565'CENTERLINE OF THE HIGHWAY.  A UNITED STATES BUREAU OF PUBLIC ROADS
 DR0565'STANDARD CAP, STAMPED 714+50 AND FASTENED ON THE TOP OF AN IRON PIPE
 DR0565'SET IN CONCRETE.
 DR0565
 DR0565                          STATION RECOVERY (2005)
 DR0565
 DR0565'RECOVERY NOTE BY US POWER SQUADRON 2005 (BJK)
 DR0565'THERE IS A FRUIT STAND WITH ASPHALT PARKING AND FRIVE FROM THE
 DR0565'HIGHWAY.  MARK MAY BE UNDER THE ASHPALT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0187 ***********************************************************************
 DT0187  DESIGNATION -  7156
 DT0187  PID         -  DT0187
 DT0187  STATE/COUNTY-  NM/CATRON
 DT0187  USGS QUAD   -  LUNA (1965)
 DT0187
 DT0187                         *CURRENT SURVEY CONTROL
 DT0187  ___________________________________________________________________
 DT0187* NAD 83(1986)-  33 47 05.     (N)    108 57 13.     (W)     SCALED    
 DT0187* NAVD 88     -      2181.957  (meters)    7158.64   (feet)  ADJUSTED  
 DT0187  ___________________________________________________________________
 DT0187  GEOID HEIGHT-         -22.51  (meters)                     GEOID03
 DT0187  DYNAMIC HT  -        2178.475 (meters)    7147.21  (feet)  COMP
 DT0187  MODELED GRAV-     978,962.7   (mgal)                       NAVD 88
 DT0187
 DT0187  VERT ORDER  -  FIRST     CLASS II
 DT0187
 DT0187.The horizontal coordinates were scaled from a topographic map and have
 DT0187.an estimated accuracy of +/- 6 seconds.
 DT0187
 DT0187.The orthometric height was determined by differential leveling
 DT0187.and adjusted by the National Geodetic Survey in June 1991..
 DT0187.WARNING-Repeat measurements at this control monument indicate possible
 DT0187.vertical movement.
 DT0187
 DT0187.The geoid height was determined by GEOID03.
 DT0187
 DT0187.The dynamic height is computed by dividing the NAVD 88
 DT0187.geopotential number by the normal gravity value computed on the
 DT0187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0187.degrees latitude (g = 980.6199 gals.).
 DT0187
 DT0187.The modeled gravity was interpolated from observed gravity values.
 DT0187
 DT0187;                    North         East    Units  Estimated Accuracy
 DT0187;SPC NM W     -   309,350.      726,250.      MT  (+/- 180 meters Scaled)
 DT0187
 DT0187                          SUPERSEDED SURVEY CONTROL
 DT0187
 DT0187  NGVD 29 (??/??/92) 2181.488  (m)         7157.10   (f) ADJ UNCH    1 2
 DT0187
 DT0187.Superseded values are not recommended for survey control.
 DT0187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0187.See file dsdata.txt to determine how the superseded data were derived.
 DT0187
 DT0187_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC894401(NAD 83)
 DT0187_MARKER: DD = SURVEY DISK
 DT0187_SETTING: 80 = SET IN A BOULDER
 DT0187_SP_SET: BOULDER
 DT0187_STAMPING: 7156
 DT0187_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DT0187+STABILITY: SURFACE MOTION
 DT0187_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DT0187+SATELLITE: SATELLITE OBSERVATIONS - July 29, 2005
 DT0187
 DT0187  HISTORY     - Date     Condition        Report By
 DT0187  HISTORY     - UNK      MONUMENTED       USGS
 DT0187  HISTORY     - 1934     GOOD             NGS
 DT0187  HISTORY     - 1980     GOOD             NGS
 DT0187  HISTORY     - 20050729 GOOD             USPSQD
 DT0187
 DT0187                          STATION DESCRIPTION
 DT0187
 DT0187'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DT0187'3.2 MI SE FROM LUNA.
 DT0187'ON STATE HWY. NO. 11, 2.8 MILES EAST OF LUNA SCHOOL HOUSE, ABOUT 400
 DT0187'FT. NORTH OF LARGE WASH, 52 FT. NORTH OF CENTER LINE OF HWY., IN DARK
 DT0187'COLORED RHYOLITE BOULDER ABOUT 3 FT. HIGH.
 DT0187
 DT0187                          STATION RECOVERY (1980)
 DT0187
 DT0187'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DT0187'4.2 KM (2.6 MI) SOUTHEAST ALONG U.S. HIGHWAY 180 FROM THE
 DT0187'POST OFFICE IN LUNA, 3.4 KM (2.1 MI) SOUTHEAST OF THE
 DT0187'SOUTHEAST END OF THE BRIDGE OVER THE SAN FRANCISCO RIVER, 0.5
 DT0187'KM (0.3 MI) SOUTHEAST OF A CATTLE GAURD, 0.2 KM
 DT0187'(0.15 MI) SOUTHEAST OF HIGHWAY MILE POST 10, IN THE TOP OF A
 DT0187'BOULDER ON THE WEST SIDE OF A CREEK, 89.6 METERS (294.0 FT) WEST
 DT0187'OF THE CENTERLINE OF THE HIGHWAY, 82.3 METERS (270.0 FT) WEST
 DT0187'-NORTHWEST OF THE WEST END OF A 36 INCH
 DT0187'PIPE CULVERT, AND 25.6 METERS (84.0 FT) WEST OF THE WEST BANK
 DT0187'OF A CREEK.
 DT0187'THE MARK IS 0.8 METERS  SSW FROM A WITNESS POST.
 DT0187'THE MARK IS 0.9 M ABOVE THE GROUND.
 DT0187
 DT0187                          STATION RECOVERY (2005)
 DT0187
 DT0187'RECOVERY NOTE BY US POWER SQUADRON 2005 (CP)
 DT0187'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0414 ***********************************************************************
 FN0414  DESIGNATION -  72 SC
 FN0414  PID         -  FN0414
 FN0414  STATE/COUNTY-  NM/SANTA FE
 FN0414  USGS QUAD   -  SANTA FE (1993)
 FN0414
 FN0414                         *CURRENT SURVEY CONTROL
 FN0414  ___________________________________________________________________
 FN0414* NAD 83(1986)-  35 44 25.     (N)    105 55 56.     (W)     SCALED    
 FN0414* NAVD 88     -      2149.404  (meters)    7051.84   (feet)  ADJUSTED  
 FN0414  ___________________________________________________________________
 FN0414  GEOID HEIGHT-         -18.24  (meters)                     GEOID03
 FN0414  DYNAMIC HT  -        2146.416 (meters)    7042.03  (feet)  COMP
 FN0414  MODELED GRAV-     979,165.9   (mgal)                       NAVD 88
 FN0414
 FN0414  VERT ORDER  -  FIRST     CLASS II
 FN0414
 FN0414.The horizontal coordinates were scaled from a topographic map and have
 FN0414.an estimated accuracy of +/- 6 seconds.
 FN0414
 FN0414.The orthometric height was determined by differential leveling
 FN0414.and adjusted by the National Geodetic Survey in June 1991..
 FN0414
 FN0414.The geoid height was determined by GEOID03.
 FN0414
 FN0414.The dynamic height is computed by dividing the NAVD 88
 FN0414.geopotential number by the normal gravity value computed on the
 FN0414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FN0414.degrees latitude (g = 980.6199 gals.).
 FN0414
 FN0414.The modeled gravity was interpolated from observed gravity values.
 FN0414
 FN0414;                    North         East    Units  Estimated Accuracy
 FN0414;SPC NM C     -   525,740.      528,740.      MT  (+/- 180 meters Scaled)
 FN0414
 FN0414                          SUPERSEDED SURVEY CONTROL
 FN0414
 FN0414.No superseded survey control is available for this station.
 FN0414
 FN0414_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV157555(NAD 83)
 FN0414_MARKER: DB = BENCH MARK DISK
 FN0414_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FN0414_SP_SET: CONCRETE POST
 FN0414_STAMPING: 72 SC 1952 7048
 FN0414_MARK LOGO: USGS  
 FN0414_PROJECTION: PROJECTING 15 CENTIMETERS
 FN0414_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FN0414+STABILITY: SURFACE MOTION
 FN0414
 FN0414  HISTORY     - Date     Condition        Report By
 FN0414  HISTORY     - 1952     MONUMENTED       USGS
 FN0414  HISTORY     - 1984     GOOD             NGS
 FN0414
 FN0414                          STATION DESCRIPTION
 FN0414
 FN0414'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FN0414'7.5 KM (4.65 MI) NORTH FROM SANTA FE.
 FN0414'7.5 KM (4.65 MI) NORTHERLY ALONG U.S. HIGHWAY 285 (ST. FRANCIS DRIVE)
 FN0414'FROM ITS JUNCTION WITH U.S. HIGHWAY 85 (CERRILLOS ROAD) IN SANTA FE
 FN0414'0.2 KM (0.1 MI) SOUTH OF THE JUNCTION OF STATE HIGHWAY 22, 66.0 M
 FN0414'(216.5 FT) NORTHWEST OF A UTILITY POLE, 19.7 M (64.6 FT) SOUTHEAST OF
 FN0414'THE EAST LEG OF A SIGN (TESUQUE NEXT RIGHT), AND 16.9 M (55.4 FT)
 FN0414'NORTHEAST OF THE CENTERLINE OF THE NORTH BOUND LANES OF THE HIGHWAY.
 FN0414'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 FN0414'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS1168 ***********************************************************************
 DS1168  DESIGNATION -  722
 DS1168  PID         -  DS1168
 DS1168  STATE/COUNTY-  NM/OTERO
 DS1168  USGS QUAD   -  TULAROSA PEAK (1981)
 DS1168
 DS1168                         *CURRENT SURVEY CONTROL
 DS1168  ___________________________________________________________________
 DS1168* NAD 83(1992)-  33 05 46.41117(N)    106 09 33.00989(W)     ADJUSTED  
 DS1168* NAVD 88     -      1270.     (meters)    4167.     (feet)  SCALED    
 DS1168  ___________________________________________________________________
 DS1168  LAPLACE CORR-           5.45  (seconds)                    DEFLEC99
 DS1168  GEOID HEIGHT-         -22.62  (meters)                     GEOID03
 DS1168
 DS1168  HORZ ORDER  -  SECOND
 DS1168
 DS1168.The horizontal coordinates were established by classical geodetic methods
 DS1168.and adjusted by the National Geodetic Survey in December 1993..
 DS1168
 DS1168.The orthometric height was scaled from a topographic map.
 DS1168
 DS1168.The Laplace correction was computed from DEFLEC99 derived deflections.
 DS1168
 DS1168.The geoid height was determined by GEOID03.
 DS1168
 DS1168;                    North         East     Units Scale Factor Converg.
 DS1168;SPC NM C     -   232,426.045   508,478.338   MT  0.99990089   +0 02 58.6
 DS1168;SPC NM C     -   762,551.12  1,668,232.68   sFT  0.99990089   +0 02 58.6
 DS1168;UTM  13      - 3,662,552.115   391,829.916   MT  0.99974427   -0 37 58.9
 DS1168
 DS1168!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS1168!SPC NM C     -   0.99980426  x   0.99990089  =   0.99970517
 DS1168!UTM  13      -   0.99980426  x   0.99974427  =   0.99954858
 DS1168
 DS1168                          SUPERSEDED SURVEY CONTROL
 DS1168
 DS1168  NAD 83(1986)-  33 05 46.41849(N)    106 09 33.01261(W) AD(       ) 2
 DS1168  NAD 27      -  33 05 46.12261(N)    106 09 31.03352(W) AD(       ) 2
 DS1168
 DS1168.Superseded values are not recommended for survey control.
 DS1168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS1168.See file dsdata.txt to determine how the superseded data were derived.
 DS1168
 DS1168_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS9183062552(NAD 83)
 DS1168_MARKER: DD = SURVEY DISK
 DS1168_SETTING: 0 = UNSPECIFIED SETTING
 DS1168_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DS1168
 DS1168  HISTORY     - Date     Condition        Report By
 DS1168  HISTORY     - 1967     MONUMENTED       DMA
 DS1168
 DS1168                          STATION DESCRIPTION
 DS1168
 DS1168'DESCRIBED BY DEFENSE MAP AGENCY 1967 (JWC)
 DS1168'THE STATION IS ABOUT 20 MILES SOUTH OF THE LINCOLN-OTERO COUNTY LINE,
 DS1168'8-1/2 MILES WEST-NORTHWEST OF TULAROSA AND ON THE ROOF OF BUILDING
 DS1168'NUMBER 29364.
 DS1168'
 DS1168'THE MARK IS A BRONZE DISK OF THE WHITE SANDS PROVING GROUNDS, AND
 DS1168'IS STAMPED 722 1965, CEMENTED IN A DRILL HOLE IN A CONCRETE WALKWAY
 DS1168'AT THE TOP OF THE STAIRWAY LEADING TO THE ROOF.  IT IS 22.9 FEET
 DS1168'SOUTH OF NORTHWEST CORNER AND 2.1 FEET EAST OF WEST EDGE OF THE ROOF
 DS1168'OF THE BUILDING.
 DS1168'
 DS1168'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION WILDE (WSPG),
 DS1168'DISTANCE BEING 18.36 FEET OR 5.595 METERS SOUTHWEST OF STATION WILDE
 DS1168'(WSPG).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0934 ***********************************************************************
 DS0934  DESIGNATION -  7258
 DS0934  PID         -  DS0934
 DS0934  STATE/COUNTY-  NM/SOCORRO
 DS0934  USGS QUAD   -  KELLOG WELL (1965)
 DS0934
 DS0934                         *CURRENT SURVEY CONTROL
 DS0934  ___________________________________________________________________
 DS0934* NAD 83(1986)-  33 57 15.     (N)    107 40 03.     (W)     SCALED    
 DS0934* NAVD 88     -      2213.532  (meters)    7262.23   (feet)  ADJUSTED  
 DS0934  ___________________________________________________________________
 DS0934  GEOID HEIGHT-         -21.76  (meters)                     GEOID03
 DS0934  DYNAMIC HT  -        2210.022 (meters)    7250.71  (feet)  COMP
 DS0934  MODELED GRAV-     978,971.3   (mgal)                       NAVD 88
 DS0934
 DS0934  VERT ORDER  -  SECOND    CLASS 0
 DS0934
 DS0934.The horizontal coordinates were scaled from a topographic map and have
 DS0934.an estimated accuracy of +/- 6 seconds.
 DS0934
 DS0934.The orthometric height was determined by differential leveling
 DS0934.and adjusted by the National Geodetic Survey in June 1991..
 DS0934
 DS0934.The geoid height was determined by GEOID03.
 DS0934
 DS0934.The dynamic height is computed by dividing the NAVD 88
 DS0934.geopotential number by the normal gravity value computed on the
 DS0934.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0934.degrees latitude (g = 980.6199 gals.).
 DS0934
 DS0934.The modeled gravity was interpolated from observed gravity values.
 DS0934
 DS0934;                    North         East    Units  Estimated Accuracy
 DS0934;SPC NM C     -   328,480.      368,980.      MT  (+/- 180 meters Scaled)
 DS0934
 DS0934                          SUPERSEDED SURVEY CONTROL
 DS0934
 DS0934  NGVD 29 (??/??/92) 2212.584  (m)         7259.12   (f) ADJ UNCH    2 0
 DS0934
 DS0934.Superseded values are not recommended for survey control.
 DS0934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0934.See file dsdata.txt to determine how the superseded data were derived.
 DS0934
 DS0934_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBT534602(NAD 83)
 DS0934_MARKER: DB = BENCH MARK DISK
 DS0934_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DS0934_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DS0934_STAMPING: U.S.G.S. 7258
 DS0934_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DS0934
 DS0934  HISTORY     - Date     Condition        Report By
 DS0934  HISTORY     - UNK      MONUMENTED       USGS
 DS0934  HISTORY     - 1934     GOOD             NGS
 DS0934
 DS0934                          STATION DESCRIPTION
 DS0934
 DS0934'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DS0934'15.1 MI E FROM DATIL.
 DS0934'15.1 MI. E. ALONG U.S. NO. 60, AND 9.3 MI. S. ON ROAD TO BEAVERHEAD 13
 DS0934'FT. E. OF THE CENTER LINE OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0231 ***********************************************************************
 GM0231  DESIGNATION -  7289.68
 GM0231  PID         -  GM0231
 GM0231  STATE/COUNTY-  NM/COLFAX
 GM0231  USGS QUAD   -  UTE PARK (1987)
 GM0231
 GM0231                         *CURRENT SURVEY CONTROL
 GM0231  ___________________________________________________________________
 GM0231* NAD 83(1986)-  36 33 46.     (N)    105 04 54.     (W)     SCALED    
 GM0231* NAVD 88     -      2223.385  (meters)    7294.56   (feet)  ADJUSTED  
 GM0231  ___________________________________________________________________
 GM0231  GEOID HEIGHT-         -16.96  (meters)                     GEOID03
 GM0231  DYNAMIC HT  -        2220.382 (meters)    7284.70  (feet)  COMP
 GM0231  MODELED GRAV-     979,200.8   (mgal)                       NAVD 88
 GM0231
 GM0231  VERT ORDER  -  FIRST     CLASS II
 GM0231
 GM0231.The horizontal coordinates were scaled from a topographic map and have
 GM0231.an estimated accuracy of +/- 6 seconds.
 GM0231
 GM0231.The orthometric height was determined by differential leveling
 GM0231.and adjusted by the National Geodetic Survey in June 1991..
 GM0231
 GM0231.The geoid height was determined by GEOID03.
 GM0231
 GM0231.The dynamic height is computed by dividing the NAVD 88
 GM0231.geopotential number by the normal gravity value computed on the
 GM0231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GM0231.degrees latitude (g = 980.6199 gals.).
 GM0231
 GM0231.The modeled gravity was interpolated from observed gravity values.
 GM0231
 GM0231;                    North         East    Units  Estimated Accuracy
 GM0231;SPC NM E     -   617,220.       98,020.      MT  (+/- 180 meters Scaled)
 GM0231
 GM0231                          SUPERSEDED SURVEY CONTROL
 GM0231
 GM0231.No superseded survey control is available for this station.
 GM0231
 GM0231_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDA926463(NAD 83)
 GM0231_MARKER: N = NAIL
 GM0231_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GM0231_SP_SET: BRIDGE TIMBER
 GM0231_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GM0231
 GM0231  HISTORY     - Date     Condition        Report By
 GM0231  HISTORY     - UNK      MONUMENTED       USGS
 GM0231  HISTORY     - 1934     GOOD             NGS
 GM0231
 GM0231                          STATION DESCRIPTION
 GM0231
 GM0231'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GM0231'1.92 MI E FROM UTE PARK.
 GM0231'1.92 MILES EAST ALONG HWY. U. S. NO. 64 COPPER NAIL AND WASHER SET IN
 GM0231'SOUTH END OF EAST ABUTMENT OF BRIDGE NO. 49 A, ON RIGHT OF WAY OF A.
 GM0231'T. AND S. F. R. R.  10 FT. SOUTH OF CENTER LINE OF TRACK.  20 FT.
 GM0231'NORTH OF CENTER LINE OF U. S. HWY. NO. 64.  NOTE-- THE BRANCH LINE OF
 GM0231'THE SANTA FE RAILROAD HAS BEEN TAKEN UP BETWEEN COLFAX AND UTE PARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0624 ***********************************************************************
 FO0624  DESIGNATION -  73
 FO0624  PID         -  FO0624
 FO0624  STATE/COUNTY-  NM/SANDOVAL
 FO0624  USGS QUAD   -  SAN LUIS (1989)
 FO0624
 FO0624                         *CURRENT SURVEY CONTROL
 FO0624  ___________________________________________________________________
 FO0624* NAD 83(1986)-  35 40 02.     (N)    107 03 06.     (W)     SCALED    
 FO0624* NAVD 88     -      1889.26   (+/-2cm)    6198.3    (feet)  VERTCON   
 FO0624  ___________________________________________________________________
 FO0624  GEOID HEIGHT-         -20.25  (meters)                     GEOID03
 FO0624
 FO0624  VERT ORDER  -  ? (See Below)
 FO0624
 FO0624.The horizontal coordinates were scaled from a topographic map and have
 FO0624.an estimated accuracy of +/- 6 seconds.
 FO0624
 FO0624.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO0624.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO0624.The vertical order pertains to the NGVD 29 superseded value.
 FO0624
 FO0624.The geoid height was determined by GEOID03.
 FO0624
 FO0624;                    North         East    Units  Estimated Accuracy
 FO0624;SPC NM C     -   517,890.      427,420.      MT  (+/- 180 meters Scaled)
 FO0624
 FO0624                          SUPERSEDED SURVEY CONTROL
 FO0624
 FO0624  NGVD 29 (??/??/92) 1888.272  (m)         6195.11   (f) ADJ UNCH    ?  
 FO0624
 FO0624.Superseded values are not recommended for survey control.
 FO0624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0624.See file dsdata.txt to determine how the superseded data were derived.
 FO0624
 FO0624_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV143489(NAD 83)
 FO0624_MARKER: P = PIPE CAP
 FO0624_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FO0624_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FO0624_STAMPING: 73
 FO0624_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FO0624
 FO0624  HISTORY     - Date     Condition        Report By
 FO0624  HISTORY     - UNK      MONUMENTED       USGS
 FO0624  HISTORY     - 1905     GOOD             NGS
 FO0624
 FO0624                          STATION DESCRIPTION
 FO0624
 FO0624'DESCRIBED BY NATIONAL GEODETIC SURVEY 1905
 FO0624'3.8 MI N FROM CABEZON.
 FO0624'3.8 MILES NORTH ALONG A DIRT ROAD FROM CABEZON, SANDOVAL COUNTY, 250
 FO0624'FEET EAST OF A FORK IN THE ROAD, AND AT THE WEST TOE OF A KNOLL.  A
 FO0624'UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 73 AND RIVETED
 FO0624'ON TOP OF A 3-1/2-INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0148 ***********************************************************************
 CY0148  DESIGNATION -  73 H RESET
 CY0148  PID         -  CY0148
 CY0148  STATE/COUNTY-  NM/HIDALGO
 CY0148  USGS QUAD   -  MONDEL (1964)
 CY0148
 CY0148                         *CURRENT SURVEY CONTROL
 CY0148  ___________________________________________________________________
 CY0148* NAD 83(1986)-  32 16 24.     (N)    108 53 39.     (W)     SCALED    
 CY0148* NAVD 88     -      1264.98   (+/-2cm)    4150.2    (feet)  VERTCON   
 CY0148  ___________________________________________________________________
 CY0148  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 CY0148
 CY0148  VERT ORDER  -  FIRST     CLASS II (See Below)
 CY0148
 CY0148.The horizontal coordinates were scaled from a topographic map and have
 CY0148.an estimated accuracy of +/- 6 seconds.
 CY0148
 CY0148.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0148.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0148.The vertical order pertains to the NGVD 29 superseded value.
 CY0148
 CY0148.The geoid height was determined by GEOID03.
 CY0148
 CY0148;                    North         East    Units  Estimated Accuracy
 CY0148;SPC NM W     -   141,670.      730,060.      MT  (+/- 180 meters Scaled)
 CY0148
 CY0148                          SUPERSEDED SURVEY CONTROL
 CY0148
 CY0148  NGVD 29 (??/??/92) 1264.194  (m)         4147.61   (f) ADJ UNCH    1 2
 CY0148
 CY0148.Superseded values are not recommended for survey control.
 CY0148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0148.See file dsdata.txt to determine how the superseded data were derived.
 CY0148
 CY0148_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA983726(NAD 83)
 CY0148_MARKER: P = PIPE CAP
 CY0148_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CY0148_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CY0148_STAMPING: 73 H RESET 1952 1907
 CY0148_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CY0148
 CY0148  HISTORY     - Date     Condition        Report By
 CY0148  HISTORY     - 1952     MONUMENTED       CGS
 CY0148  HISTORY     - 1979     MARK NOT FOUND   NGS
 CY0148
 CY0148                          STATION DESCRIPTION
 CY0148
 CY0148'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CY0148'12.7 MI SW FROM LORDSBURG.
 CY0148'12.7 MILES SOUTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 CY0148'STATION AT LORDSBURG, 0.7 MILE SOUTHWEST OF MILEPOST 1136, 84.3 FEET
 CY0148'SOUTHEAST OF THE SOUTHEAST RAIL, 49.4 FEET NORTHWEST OF THE CENTER
 CY0148'LINE OF U.S. HIGHWAY 80, 14 FEET NORTHWEST OF A FENCE, 3.5 FEET
 CY0148'NORTHEAST OF A WITNESS POST, RIVETED ON THE TOP OF A 3 1/2 INCH IRON
 CY0148'PIPE WHICH PROJECTS 1.0 FOOT ABOVE THE GROUND.
 CY0148
 CY0148                          STATION RECOVERY (1979)
 CY0148
 CY0148'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CY0148'SEARCHED FOR BUT NOT RECOVERED ON THIS DATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0404 ***********************************************************************
 GM0404  DESIGNATION -  7322.9
 GM0404  PID         -  GM0404
 GM0404  STATE/COUNTY-  NM/TAOS
 GM0404  USGS QUAD   -  TAOS (1995)
 GM0404
 GM0404                         *CURRENT SURVEY CONTROL
 GM0404  ___________________________________________________________________
 GM0404* NAD 83(1986)-  36 22 52.     (N)    105 31 38.     (W)     SCALED    
 GM0404* NAVD 88     -      2239.191  (meters)    7346.41   (feet)  ADJUSTED  
 GM0404  ___________________________________________________________________
 GM0404  GEOID HEIGHT-         -17.22  (meters)                     GEOID03
 GM0404  DYNAMIC HT  -        2236.084 (meters)    7336.22  (feet)  COMP
 GM0404  MODELED GRAV-     979,164.6   (mgal)                       NAVD 88
 GM0404
 GM0404  VERT ORDER  -  FIRST     CLASS II
 GM0404
 GM0404.The horizontal coordinates were scaled from a topographic map and have
 GM0404.an estimated accuracy of +/- 6 seconds.
 GM0404
 GM0404.The orthometric height was determined by differential leveling
 GM0404.and adjusted by the National Geodetic Survey in June 1991..
 GM0404
 GM0404.The geoid height was determined by GEOID03.
 GM0404
 GM0404.The dynamic height is computed by dividing the NAVD 88
 GM0404.geopotential number by the normal gravity value computed on the
 GM0404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GM0404.degrees latitude (g = 980.6199 gals.).
 GM0404
 GM0404.The modeled gravity was interpolated from observed gravity values.
 GM0404
 GM0404;                    North         East    Units  Estimated Accuracy
 GM0404;SPC NM C     -   597,040.      564,850.      MT  (+/- 180 meters Scaled)
 GM0404
 GM0404                          SUPERSEDED SURVEY CONTROL
 GM0404
 GM0404.No superseded survey control is available for this station.
 GM0404
 GM0404_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDA527263(NAD 83)
 GM0404_MARKER: DD = SURVEY DISK
 GM0404_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GM0404_SP_SET: CULVERT
 GM0404_STAMPING: EL. 7322.9
 GM0404_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GM0404
 GM0404  HISTORY     - Date     Condition        Report By
 GM0404  HISTORY     - UNK      MONUMENTED       NMHD
 GM0404  HISTORY     - 1934     GOOD             NGS
 GM0404
 GM0404                          STATION DESCRIPTION
 GM0404
 GM0404'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GM0404'4.03 MI E FROM TAOS.
 GM0404'4.03 MILES EAST OF TAOS TOWN PLAZA BRONZE DISK IN NORTH HEAD WALL OF
 GM0404'STONE MASONERY BOX CULVERT, STAMPED EL. 7322.9.  4.03 MILES EAST TAOS
 GM0404'TOWN PLAZA ON HWY. US NO. 64.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0019 ***********************************************************************
 DT0019  DESIGNATION -  7348
 DT0019  PID         -  DT0019
 DT0019  STATE/COUNTY-  NM/CATRON
 DT0019  USGS QUAD   -  INDIAN PEAKS WEST (1981)
 DT0019
 DT0019                         *CURRENT SURVEY CONTROL
 DT0019  ___________________________________________________________________
 DT0019* NAD 83(1986)-  33 37 07.     (N)    108 00 56.     (W)     SCALED    
 DT0019* NAVD 88     -      2240.595  (meters)    7351.02   (feet)  ADJUSTED  
 DT0019  ___________________________________________________________________
 DT0019  GEOID HEIGHT-         -22.11  (meters)                     GEOID03
 DT0019  DYNAMIC HT  -        2236.956 (meters)    7339.08  (feet)  COMP
 DT0019  MODELED GRAV-     978,932.1   (mgal)                       NAVD 88
 DT0019
 DT0019  VERT ORDER  -  SECOND    CLASS 0
 DT0019
 DT0019.The horizontal coordinates were scaled from a topographic map and have
 DT0019.an estimated accuracy of +/- 6 seconds.
 DT0019
 DT0019.The orthometric height was determined by differential leveling
 DT0019.and adjusted by the National Geodetic Survey in June 1991..
 DT0019
 DT0019.The geoid height was determined by GEOID03.
 DT0019
 DT0019.The dynamic height is computed by dividing the NAVD 88
 DT0019.geopotential number by the normal gravity value computed on the
 DT0019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0019.degrees latitude (g = 980.6199 gals.).
 DT0019
 DT0019.The modeled gravity was interpolated from observed gravity values.
 DT0019
 DT0019;                    North         East    Units  Estimated Accuracy
 DT0019;SPC NM W     -   290,380.      813,090.      MT  (+/- 180 meters Scaled)
 DT0019
 DT0019                          SUPERSEDED SURVEY CONTROL
 DT0019
 DT0019  NGVD 29 (??/??/92) 2239.579  (m)         7347.69   (f) ADJ UNCH    2 0
 DT0019
 DT0019.Superseded values are not recommended for survey control.
 DT0019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0019.See file dsdata.txt to determine how the superseded data were derived.
 DT0019
 DT0019_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYC768238(NAD 83)
 DT0019_MARKER: DD = SURVEY DISK
 DT0019_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DT0019_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DT0019_STAMPING: U.S.G.S. EL 7348
 DT0019_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DT0019
 DT0019  HISTORY     - Date     Condition        Report By
 DT0019  HISTORY     - UNK      MONUMENTED       USGS
 DT0019  HISTORY     - 1934     GOOD             NGS
 DT0019
 DT0019                          STATION DESCRIPTION
 DT0019
 DT0019'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DT0019'18.7 MI N FROM BEAVERHEAD RANGER STA.
 DT0019'18.7 MI. N. ALONG ROAD TO MAGADALENA.  53 YDS. S.E. OF A WATER TANK,
 DT0019'24 FT. E. OF THE CENTER LINE OF ROAD, AND SET IN AN IRON PIPE
 DT0019'REINFORCED WITH CONC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0179 ***********************************************************************
 FO0179  DESIGNATION -  7419.33
 FO0179  PID         -  FO0179
 FO0179  STATE/COUNTY-  NM/BERNALILLO
 FO0179  USGS QUAD   -  SEDILLO (1995)
 FO0179
 FO0179                         *CURRENT SURVEY CONTROL
 FO0179  ___________________________________________________________________
 FO0179* NAD 83(1986)-  35 00 10.     (N)    106 20 11.     (W)     SCALED    
 FO0179* NAVD 88     -      2262.475  (meters)    7422.80   (feet)  ADJUSTED  
 FO0179  ___________________________________________________________________
 FO0179  GEOID HEIGHT-         -19.45  (meters)                     GEOID03
 FO0179  DYNAMIC HT  -        2259.227 (meters)    7412.15  (feet)  COMP
 FO0179  MODELED GRAV-     979,116.4   (mgal)                       NAVD 88
 FO0179
 FO0179  VERT ORDER  -  SECOND    CLASS 0
 FO0179
 FO0179.The horizontal coordinates were scaled from a topographic map and have
 FO0179.an estimated accuracy of +/- 6 seconds.
 FO0179
 FO0179.The orthometric height was determined by differential leveling
 FO0179.and adjusted by the National Geodetic Survey in June 1991..
 FO0179
 FO0179.The geoid height was determined by GEOID03.
 FO0179
 FO0179.The dynamic height is computed by dividing the NAVD 88
 FO0179.geopotential number by the normal gravity value computed on the
 FO0179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0179.degrees latitude (g = 980.6199 gals.).
 FO0179
 FO0179.The modeled gravity was interpolated from observed gravity values.
 FO0179
 FO0179;                    North         East    Units  Estimated Accuracy
 FO0179;SPC NM C     -   443,890.      492,120.      MT  (+/- 180 meters Scaled)
 FO0179
 FO0179                          SUPERSEDED SURVEY CONTROL
 FO0179
 FO0179  NGVD 29 (??/??/92) 2261.557  (m)         7419.79   (f) ADJ UNCH    2 0
 FO0179
 FO0179.Superseded values are not recommended for survey control.
 FO0179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0179.See file dsdata.txt to determine how the superseded data were derived.
 FO0179
 FO0179_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU780741(NAD 83)
 FO0179_MARKER: DD = SURVEY DISK
 FO0179_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FO0179_SP_SET: CULVERT
 FO0179_STAMPING: 1933, ELEV. 7419.33
 FO0179_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FO0179
 FO0179  HISTORY     - Date     Condition        Report By
 FO0179  HISTORY     - 1933     MONUMENTED       BPR
 FO0179  HISTORY     - 1935     GOOD             NGS
 FO0179
 FO0179                          STATION DESCRIPTION
 FO0179
 FO0179'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FO0179'4.2 MI NW FROM YRISARRI.
 FO0179'4.2 MILES NORTHWEST ALONG THE TIJERAS RANGER STATION ROAD (STATE
 FO0179'HIGHWAY 10) FROM YRISARRI, BERNALILLO COUNTY, AT THE TOP OF A LONG
 FO0179'GRADE, AT A CULVERT, IN THE TOP OF THE WEST ROCK HEADWALL, AND 14 FEET
 FO0179'WEST OF THE CENTERLINE OF THE ROAD.  A UNITED STATES BUREAU OF PUBLIC
 FO0179'ROADS STANDARD DISK, STAMPED 1933 ELEV 7419.33.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0484 ***********************************************************************
 GM0484  DESIGNATION -  7442.14
 GM0484  PID         -  GM0484
 GM0484  STATE/COUNTY-  NM/TAOS
 GM0484  USGS QUAD   -  RANCHOS DE TAOS (1995)
 GM0484
 GM0484                         *CURRENT SURVEY CONTROL
 GM0484  ___________________________________________________________________
 GM0484* NAD 83(1986)-  36 15 38.     (N)    105 34 33.     (W)     SCALED    
 GM0484* NAVD 88     -      2288.212  (meters)    7507.24   (feet)  ADJUSTED  
 GM0484  ___________________________________________________________________
 GM0484  GEOID HEIGHT-         -17.12  (meters)                     GEOID03
 GM0484  DYNAMIC HT  -        2284.989 (meters)    7496.67  (feet)  COMP
 GM0484  MODELED GRAV-     979,141.5   (mgal)                       NAVD 88
 GM0484
 GM0484  VERT ORDER  -  SECOND    CLASS 0
 GM0484
 GM0484.The horizontal coordinates were scaled from a topographic map and have
 GM0484.an estimated accuracy of +/- 6 seconds.
 GM0484
 GM0484.The orthometric height was determined by differential leveling
 GM0484.and adjusted by the National Geodetic Survey in June 1991..
 GM0484
 GM0484.The geoid height was determined by GEOID03.
 GM0484
 GM0484.The dynamic height is computed by dividing the NAVD 88
 GM0484.geopotential number by the normal gravity value computed on the
 GM0484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GM0484.degrees latitude (g = 980.6199 gals.).
 GM0484
 GM0484.The modeled gravity was interpolated from observed gravity values.
 GM0484
 GM0484;                    North         East    Units  Estimated Accuracy
 GM0484;SPC NM C     -   583,630.      560,580.      MT  (+/- 180 meters Scaled)
 GM0484
 GM0484                          SUPERSEDED SURVEY CONTROL
 GM0484
 GM0484  NGVD 29 (??/??/92) 2287.033  (m)         7503.37   (f) ADJ UNCH    2 0
 GM0484
 GM0484.Superseded values are not recommended for survey control.
 GM0484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0484.See file dsdata.txt to determine how the superseded data were derived.
 GM0484
 GM0484_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDA482130(NAD 83)
 GM0484_MARKER: DD = SURVEY DISK
 GM0484_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GM0484_SP_SET: BRIDGE
 GM0484_STAMPING: 7442.14
 GM0484_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GM0484
 GM0484  HISTORY     - Date     Condition        Report By
 GM0484  HISTORY     - UNK      MONUMENTED       BPR
 GM0484  HISTORY     - 1934     GOOD             NGS
 GM0484
 GM0484                          STATION DESCRIPTION
 GM0484
 GM0484'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GM0484'11.0 MI S FROM TAOS.
 GM0484'11.0 MILES SOUTH ALONG STATE HIGHWAY 3 FROM TAOS, TAOS COUNTY, AT THE
 GM0484'BOTTOM OF THE GRADE FROM U. S. HILL, AT A CONCRETE BRIDGE, IN THE
 GM0484'CONCRETE WING WALL AT THE NORTHWEST CORNER, 16 FEET WEST OF THE
 GM0484'CENTERLINE OF THE HIGHWAY, AND 1 FOOT NORTH OF THE NORTH END OF THE
 GM0484'GUARDRAIL.  A UNITED STATES BUREAU OF PUBLIC ROADS STANDARD DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0077 ***********************************************************************
 EQ0077  DESIGNATION -  7467.98
 EQ0077  PID         -  EQ0077
 EQ0077  STATE/COUNTY-  NM/BERNALILLO
 EQ0077  USGS QUAD   -  ESCABOSA (1995)
 EQ0077
 EQ0077                         *CURRENT SURVEY CONTROL
 EQ0077  ___________________________________________________________________
 EQ0077* NAD 83(1986)-  34 58 37.     (N)    106 19 07.     (W)     SCALED    
 EQ0077* NAVD 88     -      2277.263  (meters)    7471.32   (feet)  ADJUSTED  
 EQ0077  ___________________________________________________________________
 EQ0077  GEOID HEIGHT-         -19.40  (meters)                     GEOID03
 EQ0077  DYNAMIC HT  -        2274.002 (meters)    7460.62  (feet)  COMP
 EQ0077  MODELED GRAV-     979,119.0   (mgal)                       NAVD 88
 EQ0077
 EQ0077  VERT ORDER  -  SECOND    CLASS 0
 EQ0077
 EQ0077.The horizontal coordinates were scaled from a topographic map and have
 EQ0077.an estimated accuracy of +/- 6 seconds.
 EQ0077
 EQ0077.The orthometric height was determined by differential leveling
 EQ0077.and adjusted by the National Geodetic Survey in June 1991..
 EQ0077
 EQ0077.The geoid height was determined by GEOID03.
 EQ0077
 EQ0077.The dynamic height is computed by dividing the NAVD 88
 EQ0077.geopotential number by the normal gravity value computed on the
 EQ0077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0077.degrees latitude (g = 980.6199 gals.).
 EQ0077
 EQ0077.The modeled gravity was interpolated from observed gravity values.
 EQ0077
 EQ0077;                    North         East    Units  Estimated Accuracy
 EQ0077;SPC NM C     -   441,020.      493,740.      MT  (+/- 180 meters Scaled)
 EQ0077
 EQ0077                          SUPERSEDED SURVEY CONTROL
 EQ0077
 EQ0077  NGVD 29 (??/??/92) 2276.362  (m)         7468.36   (f) ADJ UNCH    2 0
 EQ0077
 EQ0077.Superseded values are not recommended for survey control.
 EQ0077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0077.See file dsdata.txt to determine how the superseded data were derived.
 EQ0077
 EQ0077_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU796712(NAD 83)
 EQ0077_MARKER: DD = SURVEY DISK
 EQ0077_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EQ0077_SP_SET: CULVERT
 EQ0077_STAMPING: 7467.98 1933
 EQ0077_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EQ0077
 EQ0077  HISTORY     - Date     Condition        Report By
 EQ0077  HISTORY     - 1933     MONUMENTED       BPR
 EQ0077  HISTORY     - 1935     GOOD             NGS
 EQ0077
 EQ0077                          STATION DESCRIPTION
 EQ0077
 EQ0077'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 EQ0077'2.0 MI NW FROM YRISARRI.
 EQ0077'2.0 MI. N.W. ALONG ROAD TO TIJERAS RANGER STA. ALONG CEDRO CANYON
 EQ0077'ROAD, 12 FT. S. OF THE CENTER LINE OF THE ROAD, 42 FT. N. OF THE S.
 EQ0077'RIGHT OF WAY FENCE, IN THE S. STONE ABUTMENT OF A CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0317 ***********************************************************************
 GM0317  DESIGNATION -  7541.71
 GM0317  PID         -  GM0317
 GM0317  STATE/COUNTY-  NM/TAOS
 GM0317  USGS QUAD   -  PUEBLO PEAK (1995)
 GM0317
 GM0317                         *CURRENT SURVEY CONTROL
 GM0317  ___________________________________________________________________
 GM0317* NAD 83(1986)-  36 22 33.     (N)    105 29 56.     (W)     SCALED    
 GM0317* NAVD 88     -      2305.970  (meters)    7565.50   (feet)  ADJUSTED  
 GM0317  ___________________________________________________________________
 GM0317  GEOID HEIGHT-         -17.07  (meters)                     GEOID03
 GM0317  DYNAMIC HT  -        2302.753 (meters)    7554.95  (feet)  COMP
 GM0317  MODELED GRAV-     979,154.1   (mgal)                       NAVD 88
 GM0317
 GM0317  VERT ORDER  -  FIRST     CLASS II
 GM0317
 GM0317.The horizontal coordinates were scaled from a topographic map and have
 GM0317.an estimated accuracy of +/- 6 seconds.
 GM0317
 GM0317.The orthometric height was determined by differential leveling
 GM0317.and adjusted by the National Geodetic Survey in June 1991..
 GM0317
 GM0317.The geoid height was determined by GEOID03.
 GM0317
 GM0317.The dynamic height is computed by dividing the NAVD 88
 GM0317.geopotential number by the normal gravity value computed on the
 GM0317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GM0317.degrees latitude (g = 980.6199 gals.).
 GM0317
 GM0317.The modeled gravity was interpolated from observed gravity values.
 GM0317
 GM0317;                    North         East    Units  Estimated Accuracy
 GM0317;SPC NM C     -   596,470.      567,390.      MT  (+/- 180 meters Scaled)
 GM0317
 GM0317                          SUPERSEDED SURVEY CONTROL
 GM0317
 GM0317.No superseded survey control is available for this station.
 GM0317
 GM0317_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDA552257(NAD 83)
 GM0317_MARKER: DD = SURVEY DISK
 GM0317_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GM0317_SP_SET: CULVERT
 GM0317_STAMPING: 7541.71
 GM0317_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GM0317
 GM0317  HISTORY     - Date     Condition        Report By
 GM0317  HISTORY     - UNK      MONUMENTED       BPR
 GM0317  HISTORY     - 1934     GOOD             NGS
 GM0317  HISTORY     - 1964     MARK NOT FOUND   USGS
 GM0317
 GM0317                          STATION DESCRIPTION
 GM0317
 GM0317'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GM0317'6.0 MI E FROM TAOS.
 GM0317'6.0 MILES EAST OF TAOS TOWN PLAZA.  ON US HWY NO. 64.  14.0 FT EAST OF
 GM0317'CENTERLINE OF STONE MASONERY 4X10 BOX CULVERT.  18.0 FT SOUTH EAST OF
 GM0317'CENTER LINE OF US HWY. NO. 64.  BRONZE DISK IN DRILL HOLE E1. STAMPED
 GM0317'7541.71.  NOTE-- DESCRIPTION DID NOT SEEM APPROPRIATE.  ROAD CHANGES
 GM0317'IN AREA MAY HAVE LOST MARK.
 GM0317
 GM0317                          STATION RECOVERY (1964)
 GM0317
 GM0317'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 GM0317'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0625 ***********************************************************************
 FO0625  DESIGNATION -  76
 FO0625  PID         -  FO0625
 FO0625  STATE/COUNTY-  NM/SANDOVAL
 FO0625  USGS QUAD   -  SAN LUIS (1989)
 FO0625
 FO0625                         *CURRENT SURVEY CONTROL
 FO0625  ___________________________________________________________________
 FO0625* NAD 83(1986)-  35 41 47.     (N)    107 00 34.     (W)     SCALED    
 FO0625* NAVD 88     -      1912.86   (+/-2cm)    6275.8    (feet)  VERTCON   
 FO0625  ___________________________________________________________________
 FO0625  GEOID HEIGHT-         -20.14  (meters)                     GEOID03
 FO0625
 FO0625  VERT ORDER  -  ? (See Below)
 FO0625
 FO0625.The horizontal coordinates were scaled from a topographic map and have
 FO0625.an estimated accuracy of +/- 6 seconds.
 FO0625
 FO0625.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO0625.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO0625.The vertical order pertains to the NGVD 29 superseded value.
 FO0625
 FO0625.The geoid height was determined by GEOID03.
 FO0625
 FO0625;                    North         East    Units  Estimated Accuracy
 FO0625;SPC NM C     -   521,100.      431,270.      MT  (+/- 180 meters Scaled)
 FO0625
 FO0625                          SUPERSEDED SURVEY CONTROL
 FO0625
 FO0625  NGVD 29 (??/??/92) 1911.867  (m)         6272.52   (f) ADJ UNCH    ?  
 FO0625
 FO0625.Superseded values are not recommended for survey control.
 FO0625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0625.See file dsdata.txt to determine how the superseded data were derived.
 FO0625
 FO0625_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV181521(NAD 83)
 FO0625_MARKER: P = PIPE CAP
 FO0625_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FO0625_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FO0625_STAMPING: 76
 FO0625_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FO0625
 FO0625  HISTORY     - Date     Condition        Report By
 FO0625  HISTORY     - UNK      MONUMENTED       USGS
 FO0625  HISTORY     - 1905     GOOD             NGS
 FO0625
 FO0625                          STATION DESCRIPTION
 FO0625
 FO0625'DESCRIBED BY NATIONAL GEODETIC SURVEY 1905
 FO0625'7.2 MI N FROM CABEZON.
 FO0625'7.2 MILES NORTH ALONG A DIRT ROAD FROM CABEZON, SANDOVAL COUNTY, 50
 FO0625'FEET EAST OF THE CENTERLINE OF THE ROAD, AND AT THE WEST POINT OF A
 FO0625'RIDGE.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 76 AND
 FO0625'RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0400 ***********************************************************************
 FO0400  DESIGNATION -  76 69.13
 FO0400  PID         -  FO0400
 FO0400  STATE/COUNTY-  NM/SANDOVAL
 FO0400  USGS QUAD   -  BERNALILLO NW (1990)
 FO0400
 FO0400                         *CURRENT SURVEY CONTROL
 FO0400  ___________________________________________________________________
 FO0400* NAD 83(1986)-  35 24 37.     (N)    106 37 32.     (W)     SCALED    
 FO0400* NAVD 88     -      1611.790  (meters)    5288.01   (feet)  ADJUSTED  
 FO0400  ___________________________________________________________________
 FO0400  GEOID HEIGHT-         -20.90  (meters)                     GEOID03
 FO0400  DYNAMIC HT  -        1609.603 (meters)    5280.84  (feet)  COMP
 FO0400  MODELED GRAV-     979,221.2   (mgal)                       NAVD 88
 FO0400
 FO0400  VERT ORDER  -  SECOND    CLASS 0
 FO0400
 FO0400.The horizontal coordinates were scaled from a topographic map and have
 FO0400.an estimated accuracy of +/- 6 seconds.
 FO0400
 FO0400.The orthometric height was determined by differential leveling
 FO0400.and adjusted by the National Geodetic Survey in June 1991..
 FO0400
 FO0400.The geoid height was determined by GEOID03.
 FO0400
 FO0400.The dynamic height is computed by dividing the NAVD 88
 FO0400.geopotential number by the normal gravity value computed on the
 FO0400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0400.degrees latitude (g = 980.6199 gals.).
 FO0400
 FO0400.The modeled gravity was interpolated from observed gravity values.
 FO0400
 FO0400;                    North         East    Units  Estimated Accuracy
 FO0400;SPC NM C     -   489,150.      465,890.      MT  (+/- 180 meters Scaled)
 FO0400
 FO0400                          SUPERSEDED SURVEY CONTROL
 FO0400
 FO0400  NGVD 29 (??/??/92) 1610.892  (m)         5285.07   (f) ADJ UNCH    2 0
 FO0400
 FO0400.Superseded values are not recommended for survey control.
 FO0400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0400.See file dsdata.txt to determine how the superseded data were derived.
 FO0400
 FO0400_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV524197(NAD 83)
 FO0400_MARKER: P = PIPE CAP
 FO0400_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FO0400_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FO0400_STAMPING: 76+ 69.13 R-7 1949 EL 5285.12 ALBUQ
 FO0400_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FO0400
 FO0400  HISTORY     - Date     Condition        Report By
 FO0400  HISTORY     - 1949     MONUMENTED       USE
 FO0400  HISTORY     - 1957     GOOD             NGS
 FO0400
 FO0400                          STATION DESCRIPTION
 FO0400
 FO0400'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 FO0400'9.25 MI NW FROM BERNLILLO.
 FO0400'ABOUT 9.15 MILES NORTHWEST ALONG STATE HIGHWAY 44 FROM ITS JUNCTION
 FO0400'WITH U.S. HIGHWAY 85 AT BERNALILLO, THENCE 0.1 MILE NORTHEAST ACROSS A
 FO0400'FIELD, IN SECTION 28, T. 14 N., R.3 E., ON THE CENTER LINE OF AN OLD
 FO0400'RAILROAD GRADE, 109 FEET SOUTHEAST OF THE CENTER LINE OF A DIRT CROSS
 FO0400'ROAD, 1 1/2 FEET NORTHWEST OF A WHITE WOODEN WITNESS POST, A CAP ON A
 FO0400'1-INCH IRON PIPE WHICH PROJECTS 1.2 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0316 ***********************************************************************
 GM0316  DESIGNATION -  7671.2
 GM0316  PID         -  GM0316
 GM0316  STATE/COUNTY-  NM/TAOS
 GM0316  USGS QUAD   -  SHADY BROOK (1995)
 GM0316
 GM0316                         *CURRENT SURVEY CONTROL
 GM0316  ___________________________________________________________________
 GM0316* NAD 83(1986)-  36 22 20.     (N)    105 29 09.     (W)     SCALED    
 GM0316* NAVD 88     -      2345.615  (meters)    7695.57   (feet)  ADJUSTED  
 GM0316  ___________________________________________________________________
 GM0316  GEOID HEIGHT-         -17.01  (meters)                     GEOID03
 GM0316  DYNAMIC HT  -        2342.330 (meters)    7684.79  (feet)  COMP
 GM0316  MODELED GRAV-     979,147.1   (mgal)                       NAVD 88
 GM0316
 GM0316  VERT ORDER  -  FIRST     CLASS II
 GM0316
 GM0316.The horizontal coordinates were scaled from a topographic map and have
 GM0316.an estimated accuracy of +/- 6 seconds.
 GM0316
 GM0316.The orthometric height was determined by differential leveling
 GM0316.and adjusted by the National Geodetic Survey in June 1991..
 GM0316
 GM0316.The geoid height was determined by GEOID03.
 GM0316
 GM0316.The dynamic height is computed by dividing the NAVD 88
 GM0316.geopotential number by the normal gravity value computed on the
 GM0316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GM0316.degrees latitude (g = 980.6199 gals.).
 GM0316
 GM0316.The modeled gravity was interpolated from observed gravity values.
 GM0316
 GM0316;                    North         East    Units  Estimated Accuracy
 GM0316;SPC NM C     -   596,080.      568,570.      MT  (+/- 180 meters Scaled)
 GM0316
 GM0316                          SUPERSEDED SURVEY CONTROL
 GM0316
 GM0316.No superseded survey control is available for this station.
 GM0316
 GM0316_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDA564253(NAD 83)
 GM0316_MARKER: DD = SURVEY DISK
 GM0316_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GM0316_SP_SET: CULVERT
 GM0316_STAMPING: 7671.2 1929
 GM0316_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GM0316
 GM0316  HISTORY     - Date     Condition        Report By
 GM0316  HISTORY     - 1929     MONUMENTED       BPR
 GM0316  HISTORY     - 1934     GOOD             NGS
 GM0316
 GM0316                          STATION DESCRIPTION
 GM0316
 GM0316'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GM0316'6.8 MI E FROM TAOS.
 GM0316'6.8 MILES EAST OF TAOS TOWN PLAZA B.P. R. 7671.2, 1929 DATE BRONZE
 GM0316'DISK SET IN DRILL HOLE.  13.0 FT NORTH OF HWY. US 64 IN HEADWALL OF
 GM0316'MASONARY BOX CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0470 ***********************************************************************
 GM0470  DESIGNATION -  7680.20
 GM0470  PID         -  GM0470
 GM0470  STATE/COUNTY-  NM/TAOS
 GM0470  USGS QUAD   -  TRES RITOS (1995)
 GM0470
 GM0470                         *CURRENT SURVEY CONTROL
 GM0470  ___________________________________________________________________
 GM0470* NAD 83(1986)-  36 10 33.     (N)    105 37 05.     (W)     SCALED    
 GM0470* NAVD 88     -      2360.792  (meters)    7745.37   (feet)  ADJUSTED  
 GM0470  ___________________________________________________________________
 GM0470  GEOID HEIGHT-         -17.06  (meters)                     GEOID03
 GM0470  DYNAMIC HT  -        2357.427 (meters)    7734.33  (feet)  COMP
 GM0470  MODELED GRAV-     979,121.9   (mgal)                       NAVD 88
 GM0470
 GM0470  VERT ORDER  -  SECOND    CLASS 0
 GM0470
 GM0470.The horizontal coordinates were scaled from a topographic map and have
 GM0470.an estimated accuracy of +/- 6 seconds.
 GM0470
 GM0470.The orthometric height was determined by differential leveling
 GM0470.and adjusted by the National Geodetic Survey in June 1991..
 GM0470
 GM0470.The geoid height was determined by GEOID03.
 GM0470
 GM0470.The dynamic height is computed by dividing the NAVD 88
 GM0470.geopotential number by the normal gravity value computed on the
 GM0470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GM0470.degrees latitude (g = 980.6199 gals.).
 GM0470
 GM0470.The modeled gravity was interpolated from observed gravity values.
 GM0470
 GM0470;                    North         East    Units  Estimated Accuracy
 GM0470;SPC NM C     -   574,210.      556,850.      MT  (+/- 180 meters Scaled)
 GM0470
 GM0470                          SUPERSEDED SURVEY CONTROL
 GM0470
 GM0470  NGVD 29 (??/??/92) 2359.600  (m)         7741.45   (f) ADJ UNCH    2 0
 GM0470
 GM0470.Superseded values are not recommended for survey control.
 GM0470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0470.See file dsdata.txt to determine how the superseded data were derived.
 GM0470
 GM0470_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDA444036(NAD 83)
 GM0470_MARKER: DD = SURVEY DISK
 GM0470_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GM0470_SP_SET: STONE WALL
 GM0470_STAMPING: 7680.29 1933
 GM0470_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GM0470
 GM0470  HISTORY     - Date     Condition        Report By
 GM0470  HISTORY     - 1933     MONUMENTED       BPR
 GM0470  HISTORY     - 1962     GOOD             USGS
 GM0470
 GM0470                          STATION DESCRIPTION
 GM0470
 GM0470'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 GM0470'5.5 MI NE FROM PENASCO.
 GM0470'5.5 MILES NORTHEAST ALONG STATE HIGHWAY 75 FROM THE RANGER STATION AT
 GM0470'PENASCO, TAOS COUNTY, AT THE FOOT OF U.S. HILL, AT THE INTERSECTION OF
 GM0470'STATE HIGHWAY 3, 135 FEET WEST OF THE INTERSECTION, 24 FEET SOUTHWEST
 GM0470'OF AND LEVEL WITH THE CENTERLINE OF HIGHWAY 3, IN A PARK, IN THE TOP
 GM0470'OF A STONE WALL.  A UNITED STATES BUREAU OF PUBLIC ROADS STANDARD
 GM0470'DISK, STAMPED 7680.20 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0315 ***********************************************************************
 GM0315  DESIGNATION -  7741.9
 GM0315  PID         -  GM0315
 GM0315  STATE/COUNTY-  NM/TAOS
 GM0315  USGS QUAD   -  SHADY BROOK (1995)
 GM0315
 GM0315                         *CURRENT SURVEY CONTROL
 GM0315  ___________________________________________________________________
 GM0315* NAD 83(1986)-  36 22 08.     (N)    105 28 36.     (W)     SCALED    
 GM0315* NAVD 88     -      2367.012  (meters)    7765.77   (feet)  ADJUSTED  
 GM0315  ___________________________________________________________________
 GM0315  GEOID HEIGHT-         -16.97  (meters)                     GEOID03
 GM0315  DYNAMIC HT  -        2363.685 (meters)    7754.86  (feet)  COMP
 GM0315  MODELED GRAV-     979,141.1   (mgal)                       NAVD 88
 GM0315
 GM0315  VERT ORDER  -  FIRST     CLASS II
 GM0315
 GM0315.The horizontal coordinates were scaled from a topographic map and have
 GM0315.an estimated accuracy of +/- 6 seconds.
 GM0315
 GM0315.The orthometric height was determined by differential leveling
 GM0315.and adjusted by the National Geodetic Survey in June 1991..
 GM0315
 GM0315.The geoid height was determined by GEOID03.
 GM0315
 GM0315.The dynamic height is computed by dividing the NAVD 88
 GM0315.geopotential number by the normal gravity value computed on the
 GM0315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GM0315.degrees latitude (g = 980.6199 gals.).
 GM0315
 GM0315.The modeled gravity was interpolated from observed gravity values.
 GM0315
 GM0315;                    North         East    Units  Estimated Accuracy
 GM0315;SPC NM C     -   595,720.      569,390.      MT  (+/- 180 meters Scaled)
 GM0315
 GM0315                          SUPERSEDED SURVEY CONTROL
 GM0315
 GM0315.No superseded survey control is available for this station.
 GM0315
 GM0315_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDA572249(NAD 83)
 GM0315_MARKER: DD = SURVEY DISK
 GM0315_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GM0315_SP_SET: CULVERT
 GM0315_STAMPING: 7741.9
 GM0315_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GM0315
 GM0315  HISTORY     - Date     Condition        Report By
 GM0315  HISTORY     - UNK      MONUMENTED       BPR
 GM0315  HISTORY     - 1934     GOOD             NGS
 GM0315
 GM0315                          STATION DESCRIPTION
 GM0315
 GM0315'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GM0315'7.44 MI E FROM TAOS.
 GM0315'7.44 MILES EAST OF TAOS TOWN PLAZA.  ON US NO. 64.  ON US HWY. NO. 64.
 GM0315'DISK SET IN DRILL HOLE ON NORTH HEAD WALL OF STONE MASONERY BOX
 GM0315'CULVERT.  16.0 FT NORTH OF THE CENTER OF US HWY NO. 64.  E1. STAMPED
 GM0315'7741.9.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0563 ***********************************************************************
 DR0563  DESIGNATION -  779+77.4
 DR0563  PID         -  DR0563
 DR0563  STATE/COUNTY-  NM/LINCOLN
 DR0563  USGS QUAD   -  LINCOLN (1989)
 DR0563
 DR0563                         *CURRENT SURVEY CONTROL
 DR0563  ___________________________________________________________________
 DR0563* NAD 83(1986)-  33 24 32.     (N)    105 26 53.     (W)     SCALED    
 DR0563* NAVD 88     -      1749.034  (meters)    5738.29   (feet)  ADJUSTED  
 DR0563  ___________________________________________________________________
 DR0563  GEOID HEIGHT-         -19.87  (meters)                     GEOID03
 DR0563  DYNAMIC HT  -        1746.457 (meters)    5729.83  (feet)  COMP
 DR0563  MODELED GRAV-     979,100.7   (mgal)                       NAVD 88
 DR0563
 DR0563  VERT ORDER  -  FIRST     CLASS II
 DR0563
 DR0563.The horizontal coordinates were scaled from a topographic map and have
 DR0563.an estimated accuracy of +/- 6 seconds.
 DR0563
 DR0563.The orthometric height was determined by differential leveling
 DR0563.and adjusted by the National Geodetic Survey in June 1991..
 DR0563
 DR0563.The geoid height was determined by GEOID03.
 DR0563
 DR0563.The dynamic height is computed by dividing the NAVD 88
 DR0563.geopotential number by the normal gravity value computed on the
 DR0563.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0563.degrees latitude (g = 980.6199 gals.).
 DR0563
 DR0563.The modeled gravity was interpolated from observed gravity values.
 DR0563
 DR0563;                    North         East    Units  Estimated Accuracy
 DR0563;SPC NM C     -   267,380.      574,590.      MT  (+/- 180 meters Scaled)
 DR0563
 DR0563                          SUPERSEDED SURVEY CONTROL
 DR0563
 DR0563  NGVD 29 (??/??/92) 1748.361  (m)         5736.08   (f) ADJ UNCH    1 2
 DR0563
 DR0563.Superseded values are not recommended for survey control.
 DR0563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0563.See file dsdata.txt to determine how the superseded data were derived.
 DR0563
 DR0563_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDS583967(NAD 83)
 DR0563_MARKER: DD = SURVEY DISK
 DR0563_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DR0563_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DR0563_STAMPING: 779+77.4
 DR0563_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR0563
 DR0563  HISTORY     - Date     Condition        Report By
 DR0563  HISTORY     - UNK      MONUMENTED       BPR
 DR0563  HISTORY     - 1934     GOOD             NGS
 DR0563
 DR0563                          STATION DESCRIPTION
 DR0563
 DR0563'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DR0563'11.2 MI W FROM HONDO.
 DR0563'11.2 MILES WEST ALONG U.S. HIGHWAY 70 FROM THE GENERAL STORE AT HONDO,
 DR0563'LINCOLN COUNTY, 0.2 MILE WEST OF THE GEORGE W. COE RANCH FRUIT STAND
 DR0563'AND GROCERY IN 1933, AT STATION 779+77.4, AND 40 FEET SOUTH OF THE
 DR0563'CENTERLINE OF THE HIGHWAY.  A UNITED STATES BUREAU OF PUBLIC ROADS
 DR0563'STANDARD CAP, STAMPED 779+77.4 AND FASTENED ON THE TOP OF AN IRON PIPE
 DR0563'SET IN CONCRETE.  NOTE-- THIS MARK HAS BEEN MUTILATED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0483 ***********************************************************************
 GM0483  DESIGNATION -  7873.22
 GM0483  PID         -  GM0483
 GM0483  STATE/COUNTY-  NM/TAOS
 GM0483  USGS QUAD   -  TRES RITOS (1995)
 GM0483
 GM0483                         *CURRENT SURVEY CONTROL
 GM0483  ___________________________________________________________________
 GM0483* NAD 83(1986)-  36 14 57.     (N)    105 35 39.     (W)     SCALED    
 GM0483* NAVD 88     -      2419.672  (meters)    7938.54   (feet)  ADJUSTED  
 GM0483  ___________________________________________________________________
 GM0483  GEOID HEIGHT-         -17.16  (meters)                     GEOID03
 GM0483  DYNAMIC HT  -        2416.258 (meters)    7927.34  (feet)  COMP
 GM0483  MODELED GRAV-     979,133.6   (mgal)                       NAVD 88
 GM0483
 GM0483  VERT ORDER  -  SECOND    CLASS 0
 GM0483
 GM0483.The horizontal coordinates were scaled from a topographic map and have
 GM0483.an estimated accuracy of +/- 6 seconds.
 GM0483
 GM0483.The orthometric height was determined by differential leveling
 GM0483.and adjusted by the National Geodetic Survey in June 1991..
 GM0483
 GM0483.The geoid height was determined by GEOID03.
 GM0483
 GM0483.The dynamic height is computed by dividing the NAVD 88
 GM0483.geopotential number by the normal gravity value computed on the
 GM0483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GM0483.degrees latitude (g = 980.6199 gals.).
 GM0483
 GM0483.The modeled gravity was interpolated from observed gravity values.
 GM0483
 GM0483;                    North         East    Units  Estimated Accuracy
 GM0483;SPC NM C     -   582,360.      558,940.      MT  (+/- 180 meters Scaled)
 GM0483
 GM0483                          SUPERSEDED SURVEY CONTROL
 GM0483
 GM0483  NGVD 29 (??/??/92) 2418.504  (m)         7934.71   (f) ADJ UNCH    2 0
 GM0483
 GM0483.Superseded values are not recommended for survey control.
 GM0483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0483.See file dsdata.txt to determine how the superseded data were derived.
 GM0483
 GM0483_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDA466117(NAD 83)
 GM0483_MARKER: DD = SURVEY DISK
 GM0483_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GM0483_SP_SET: CULVERT
 GM0483_STAMPING: 7873.22
 GM0483_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GM0483
 GM0483  HISTORY     - Date     Condition        Report By
 GM0483  HISTORY     - UNK      MONUMENTED       BPR
 GM0483  HISTORY     - 1934     GOOD             NGS
 GM0483  HISTORY     - 1964     MARK NOT FOUND   USGS
 GM0483
 GM0483                          STATION DESCRIPTION
 GM0483
 GM0483'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GM0483'12.4 MI S FROM TAOS.
 GM0483'12.4 MILES SOUTH ALONG STATE HIGHWAY 3 FROM TAOS, TAOS COUNTY, ON THE
 GM0483'NORTH SLOPE OF U. S. HILL, AT A STONE CULVERT, IN THE WEST HEADWALL,
 GM0483'AND 15 FEET WEST OF THE CENTERLINE OF THE HIGHWAY.  A UNITED STATES
 GM0483'BUREAU OF PUBLIC ROADS STANDARD DISK.
 GM0483
 GM0483                          STATION RECOVERY (1964)
 GM0483
 GM0483'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 GM0483'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0313 ***********************************************************************
 GM0313  DESIGNATION -  7886.4
 GM0313  PID         -  GM0313
 GM0313  STATE/COUNTY-  NM/TAOS
 GM0313  USGS QUAD   -  SHADY BROOK (1995)
 GM0313
 GM0313                         *CURRENT SURVEY CONTROL
 GM0313  ___________________________________________________________________
 GM0313* NAD 83(1986)-  36 22 01.     (N)    105 27 37.     (W)     SCALED    
 GM0313* NAVD 88     -      2411.090  (meters)    7910.38   (feet)  ADJUSTED  
 GM0313  ___________________________________________________________________
 GM0313  GEOID HEIGHT-         -16.91  (meters)                     GEOID03
 GM0313  DYNAMIC HT  -        2407.681 (meters)    7899.20  (feet)  COMP
 GM0313  MODELED GRAV-     979,131.3   (mgal)                       NAVD 88
 GM0313
 GM0313  VERT ORDER  -  FIRST     CLASS II
 GM0313
 GM0313.The horizontal coordinates were scaled from a topographic map and have
 GM0313.an estimated accuracy of +/- 6 seconds.
 GM0313
 GM0313.The orthometric height was determined by differential leveling
 GM0313.and adjusted by the National Geodetic Survey in June 1991..
 GM0313
 GM0313.The geoid height was determined by GEOID03.
 GM0313
 GM0313.The dynamic height is computed by dividing the NAVD 88
 GM0313.geopotential number by the normal gravity value computed on the
 GM0313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GM0313.degrees latitude (g = 980.6199 gals.).
 GM0313
 GM0313.The modeled gravity was interpolated from observed gravity values.
 GM0313
 GM0313;                    North         East    Units  Estimated Accuracy
 GM0313;SPC NM C     -   595,520.      570,870.      MT  (+/- 180 meters Scaled)
 GM0313
 GM0313                          SUPERSEDED SURVEY CONTROL
 GM0313
 GM0313.No superseded survey control is available for this station.
 GM0313
 GM0313_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDA587247(NAD 83)
 GM0313_MARKER: DD = SURVEY DISK
 GM0313_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GM0313_SP_SET: CULVERT
 GM0313_STAMPING: 7886.4
 GM0313_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GM0313
 GM0313  HISTORY     - Date     Condition        Report By
 GM0313  HISTORY     - UNK      MONUMENTED       BPR
 GM0313  HISTORY     - 1934     GOOD             NGS
 GM0313
 GM0313                          STATION DESCRIPTION
 GM0313
 GM0313'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GM0313'8.5 MI E FROM TAOS.
 GM0313'8.5 MILES EAST OF TAOS TOWN PLAZA ON US NO. 64.  ON US HWY. NO. 64 IN
 GM0313'MASONERY HEAD WALL OF STONE BOX CULVERT.  16.0 FT NORTH OF CENTERLINE
 GM0313'OF US HWY. NO. 64.  E1. STAMPED         7886.4.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0550 ***********************************************************************
 CW0550  DESIGNATION -  7934
 CW0550  PID         -  CW0550
 CW0550  STATE/COUNTY-  NM/OTERO
 CW0550  USGS QUAD   -  BUG SCUFFLE CANYON (1981)
 CW0550
 CW0550                         *CURRENT SURVEY CONTROL
 CW0550  ___________________________________________________________________
 CW0550* NAD 83(1986)-  32 43 02.     (N)    105 45 38.     (W)     SCALED    
 CW0550* NAVD 88     -      2418.748  (meters)    7935.51   (feet)  ADJUSTED  
 CW0550  ___________________________________________________________________
 CW0550  GEOID HEIGHT-         -20.68  (meters)                     GEOID03
 CW0550  DYNAMIC HT  -        2414.714 (meters)    7922.27  (feet)  COMP
 CW0550  MODELED GRAV-     978,881.6   (mgal)                       NAVD 88
 CW0550
 CW0550  VERT ORDER  -  SECOND    CLASS 0
 CW0550
 CW0550.The horizontal coordinates were scaled from a topographic map and have
 CW0550.an estimated accuracy of +/- 6 seconds.
 CW0550
 CW0550.The orthometric height was determined by differential leveling
 CW0550.and adjusted by the National Geodetic Survey in June 1991..
 CW0550
 CW0550.The geoid height was determined by GEOID03.
 CW0550
 CW0550.The dynamic height is computed by dividing the NAVD 88
 CW0550.geopotential number by the normal gravity value computed on the
 CW0550.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0550.degrees latitude (g = 980.6199 gals.).
 CW0550
 CW0550.The modeled gravity was interpolated from observed gravity values.
 CW0550
 CW0550;                    North         East    Units  Estimated Accuracy
 CW0550;SPC NM C     -   190,500.      545,880.      MT  (+/- 180 meters Scaled)
 CW0550
 CW0550                          SUPERSEDED SURVEY CONTROL
 CW0550
 CW0550  NGVD 29 (??/??/92) 2417.865  (m)         7932.61   (f) ADJ UNCH    2 0
 CW0550
 CW0550.Superseded values are not recommended for survey control.
 CW0550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0550.See file dsdata.txt to determine how the superseded data were derived.
 CW0550
 CW0550_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDS287201(NAD 83)
 CW0550_MARKER: DD = SURVEY DISK
 CW0550_SETTING: 66 = SET IN ROCK OUTCROP
 CW0550_SP_SET: LEDGE
 CW0550_STAMPING: 7934
 CW0550_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CW0550+STABILITY: POSITION/ELEVATION WELL
 CW0550
 CW0550  HISTORY     - Date     Condition        Report By
 CW0550  HISTORY     - UNK      MONUMENTED       USGS
 CW0550  HISTORY     - 1935     GOOD             NGS
 CW0550
 CW0550                          STATION DESCRIPTION
 CW0550
 CW0550'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 CW0550'21.0 MI SW FROM WEED.
 CW0550'21.0 MI. S.W. ALONG ROAD TO LEES RANCH AT SACRAMENTO C.C.C. CAMP, AT
 CW0550'THE JUNCTION OF WEST SIDE ROAD, SACRAMENTO RIVER ROAD TO WEED, AND
 CW0550'CARR CANYON ROAD TO HIGHROLLS, 90 FT. N. OF THE JUNCTION OF THE ROADS,
 CW0550'AND 15 FT. E. OF THE CENTER LINE OF THE SACRAMENTO RIVER ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0311 ***********************************************************************
 FO0311  DESIGNATION -  8 1/2
 FO0311  PID         -  FO0311
 FO0311  STATE/COUNTY-  NM/BERNALILLO
 FO0311  USGS QUAD   -  ALBUQUERQUE WEST (1990)
 FO0311
 FO0311                         *CURRENT SURVEY CONTROL
 FO0311  ___________________________________________________________________
 FO0311* NAD 83(1986)-  35 05 18.     (N)    106 44 17.     (W)     SCALED    
 FO0311* NAVD 88     -      1591.889  (meters)    5222.72   (feet)  ADJUSTED  
 FO0311  ___________________________________________________________________
 FO0311  GEOID HEIGHT-         -21.48  (meters)                     GEOID03
 FO0311  DYNAMIC HT  -        1589.698 (meters)    5215.53  (feet)  COMP
 FO0311  MODELED GRAV-     979,202.6   (mgal)                       NAVD 88
 FO0311
 FO0311  VERT ORDER  -  FIRST     CLASS II
 FO0311
 FO0311.The horizontal coordinates were scaled from a topographic map and have
 FO0311.an estimated accuracy of +/- 6 seconds.
 FO0311
 FO0311.The orthometric height was determined by differential leveling
 FO0311.and adjusted by the National Geodetic Survey in June 1991..
 FO0311
 FO0311.The geoid height was determined by GEOID03.
 FO0311
 FO0311.The dynamic height is computed by dividing the NAVD 88
 FO0311.geopotential number by the normal gravity value computed on the
 FO0311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0311.degrees latitude (g = 980.6199 gals.).
 FO0311
 FO0311.The modeled gravity was interpolated from observed gravity values.
 FO0311
 FO0311;                    North         East    Units  Estimated Accuracy
 FO0311;SPC NM C     -   453,480.      455,500.      MT  (+/- 180 meters Scaled)
 FO0311
 FO0311                          SUPERSEDED SURVEY CONTROL
 FO0311
 FO0311  NGVD 29 (??/??/92) 1591.055  (m)         5219.99   (f) ADJ UNCH    1 2
 FO0311
 FO0311.Superseded values are not recommended for survey control.
 FO0311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0311.See file dsdata.txt to determine how the superseded data were derived.
 FO0311
 FO0311_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU415842(NAD 83)
 FO0311_MARKER: DD = SURVEY DISK
 FO0311_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FO0311_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FO0311_STAMPING: 8 1/2 5221
 FO0311_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FO0311
 FO0311  HISTORY     - Date     Condition        Report By
 FO0311  HISTORY     - UNK      MONUMENTED       USGS
 FO0311  HISTORY     - 1951     GOOD             NGS
 FO0311  HISTORY     - 20060205 MARK NOT FOUND   GEOCAC
 FO0311
 FO0311                          STATION DESCRIPTION
 FO0311
 FO0311'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 FO0311'5.95 MI W FROM ALBUQUERQUE.
 FO0311'0.25 MILE NORTH ALONG NORTH FIFTH STREET FROM THE COUNTY COURTHOUSE AT
 FO0311'ALBUQUERQUE, THENCE 1.1 MILES WEST ALONG WEST NEW YORK AVENUE, THENCE
 FO0311'3.4 MILES SOUTHWEST ALONG U.S. HIGHWAY 66 TO THE WEST MESA MOTEL,
 FO0311'THENCE 1.2 MILES NORTHWEST ALONG A GRADED SANDY ROAD, AT A JUNCTION
 FO0311'WITH A SANDY TRACK ROAD LEADING WEST, 30 FEET SOUTH OF THE CENTER LINE
 FO0311'OF THE GRADED ROAD, 5 FEET NORTH OF THE CENTER LINE OF THE TRACK ROAD,
 FO0311'RIVETED ON THE TOP OF A 3 1/2 INCH IRON PIPE WHICH PROJECTS 1.2 FEET
 FO0311'ABOVE THE GROUND.
 FO0311
 FO0311                          STATION RECOVERY (2006)
 FO0311
 FO0311'RECOVERY NOTE BY GEOCACHING 2006 (BMC)
 FO0311'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0171 ***********************************************************************
 GN0171  DESIGNATION -  8 D
 GN0171  PID         -  GN0171
 GN0171  STATE/COUNTY-  NM/RIO ARRIBA
 GN0171  USGS QUAD   -  MEDANALES (1995)
 GN0171
 GN0171                         *CURRENT SURVEY CONTROL
 GN0171  ___________________________________________________________________
 GN0171* NAD 83(1986)-  36 11 11.     (N)    106 13 33.     (W)     SCALED    
 GN0171* NAVD 88     -      1790.616  (meters)    5874.71   (feet)  ADJUSTED  
 GN0171  ___________________________________________________________________
 GN0171  GEOID HEIGHT-         -18.91  (meters)                     GEOID03
 GN0171  DYNAMIC HT  -        1788.225 (meters)    5866.87  (feet)  COMP
 GN0171  MODELED GRAV-     979,234.6   (mgal)                       NAVD 88
 GN0171
 GN0171  VERT ORDER  -  SECOND    CLASS 0
 GN0171
 GN0171.The horizontal coordinates were scaled from a topographic map and have
 GN0171.an estimated accuracy of +/- 6 seconds.
 GN0171
 GN0171.The orthometric height was determined by differential leveling
 GN0171.and adjusted by the National Geodetic Survey in June 1991..
 GN0171
 GN0171.The geoid height was determined by GEOID03.
 GN0171
 GN0171.The dynamic height is computed by dividing the NAVD 88
 GN0171.geopotential number by the normal gravity value computed on the
 GN0171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GN0171.degrees latitude (g = 980.6199 gals.).
 GN0171
 GN0171.The modeled gravity was interpolated from observed gravity values.
 GN0171
 GN0171;                    North         East    Units  Estimated Accuracy
 GN0171;SPC NM C     -   575,190.      502,170.      MT  (+/- 180 meters Scaled)
 GN0171
 GN0171                          SUPERSEDED SURVEY CONTROL
 GN0171
 GN0171  NGVD 29 (??/??/92) 1789.564  (m)         5871.26   (f) ADJ UNCH    2 0
 GN0171
 GN0171.Superseded values are not recommended for survey control.
 GN0171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0171.See file dsdata.txt to determine how the superseded data were derived.
 GN0171
 GN0171_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCA897053(NAD 83)
 GN0171_MARKER: DD = SURVEY DISK
 GN0171_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GN0171_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GN0171_STAMPING: 8 D 5871 1934
 GN0171_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GN0171+STABILITY: SURFACE MOTION
 GN0171
 GN0171  HISTORY     - Date     Condition        Report By
 GN0171  HISTORY     - 1934     MONUMENTED       USGS
 GN0171  HISTORY     - 1939     GOOD             NGS
 GN0171  HISTORY     - 1951     GOOD             DOD
 GN0171
 GN0171                          STATION DESCRIPTION
 GN0171
 GN0171'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 GN0171'6.3 MI SE FROM ABIQUIU.
 GN0171'6.3 MILES SOUTHEAST OF POST OFFICE.  ALONG U.S. HIGHWAY NO. 285. 122
 GN0171'FEET WEST OF ADOBE SCHOOL HOUSE.  30 FEET WEST OF WIRE GATE. 40 FEET
 GN0171'NORTHEAST OF CENTERLINE OF HIGHWAY.  2 FEET BELOW ROAD.
 GN0171
 GN0171                          STATION RECOVERY (1951)
 GN0171
 GN0171'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1951
 GN0171'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY1076 ***********************************************************************
 CY1076  DESIGNATION -  8 DHW
 CY1076  PID         -  CY1076
 CY1076  STATE/COUNTY-  NM/GRANT
 CY1076  USGS QUAD   -  WILLOW DRAW (1990)
 CY1076
 CY1076                         *CURRENT SURVEY CONTROL
 CY1076  ___________________________________________________________________
 CY1076* NAD 83(1992)-  32 31 26.48372(N)    108 38 38.31044(W)     ADJUSTED  
 CY1076* NAVD 88     -      1507.3    (meters)    4945.     (feet)  VERTCON   
 CY1076  ___________________________________________________________________
 CY1076  LAPLACE CORR-           5.51  (seconds)                    DEFLEC99
 CY1076  GEOID HEIGHT-         -25.08  (meters)                     GEOID03
 CY1076
 CY1076  HORZ ORDER  -  THIRD
 CY1076  VERT ORDER  -  THIRD ? (See Below)
 CY1076
 CY1076.The horizontal coordinates were established by classical geodetic methods
 CY1076.and adjusted by the National Geodetic Survey in December 1993..
 CY1076
 CY1076.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY1076.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY1076.The vertical order pertains to the NGVD 29 superseded value.
 CY1076
 CY1076.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY1076
 CY1076.The geoid height was determined by GEOID03.
 CY1076
 CY1076;                    North         East     Units Scale Factor Converg.
 CY1076;SPC NM W     -   169,263.373   753,844.036   MT  0.99998816   -0 26 09.1
 CY1076;SPC NM W     -   555,324.92  2,473,236.64   sFT  0.99998816   -0 26 09.1
 CY1076;UTM  12      - 3,600,969.173   721,290.676   MT  1.00020389   +1 16 02.1
 CY1076
 CY1076!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY1076!SPC NM W     -   0.99976733  x   0.99998816  =   0.99975549
 CY1076!UTM  12      -   0.99976733  x   1.00020389  =   0.99997117
 CY1076
 CY1076:                Primary Azimuth Mark                     Grid Az
 CY1076:SPC NM W     -  MILL                                     076 01 12.4
 CY1076:UTM  12      -  MILL                                     074 19 01.2
 CY1076
 CY1076|---------------------------------------------------------------------|
 CY1076| PID    Reference Object                     Distance      Geod. Az  |
 CY1076|                                                           dddmmss.s |
 CY1076| CY1075 MILL                                APPROX.11.6 KM 0753503.3 |
 CY1076|---------------------------------------------------------------------|
 CY1076
 CY1076                          SUPERSEDED SURVEY CONTROL
 CY1076
 CY1076  NAD 83(1992)-  32 31 26.48233(N)    108 38 38.30958(W) AD(       ) 3
 CY1076  NAD 83(1986)-  32 31 26.47937(N)    108 38 38.30656(W) AD(       ) 3
 CY1076  NAD 27      -  32 31 26.19027(N)    108 38 36.11774(W) AD(       ) 3
 CY1076  NGVD 29 (07/19/86) 1506.5    (m)         4943.     (f) LEVELING    3  
 CY1076
 CY1076.Superseded values are not recommended for survey control.
 CY1076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1076.See file dsdata.txt to determine how the superseded data were derived.
 CY1076
 CY1076_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYB2129100969(NAD 83)
 CY1076_MARKER: DB = BENCH MARK DISK
 CY1076_SETTING: 0 = UNSPECIFIED SETTING
 CY1076_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CY1076
 CY1076  HISTORY     - Date     Condition        Report By
 CY1076  HISTORY     - 1957     MONUMENTED       USGS
 CY1076
 CY1076                          STATION DESCRIPTION
 CY1076
 CY1076'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 CY1076'STATION IS LOCATED 12 MI. (AIRLINE) N. AND 3 MI. E. OF LORDSBURG,
 CY1076'NEW MEXICO, ON THE HIGHEST POINT OF A LOW RIDGE, ABOUT 850 FT. E.
 CY1076'OF 1/4 COR. 31-36, T 20 S, R 17-18 W.
 CY1076'
 CY1076'STATION MARK--STANDARD TABLET, STAMPED ---8 DHW 1957 4943---, AND SET
 CY1076'IN TOP OF CONCRETE POST, PROJECTING 0.4 FT. ABOVE GROUND.
 CY1076'
 CY1076'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1086 ***********************************************************************
 CX1086  DESIGNATION -  8 F
 CX1086  PID         -  CX1086
 CX1086  STATE/COUNTY-  NM/LUNA
 CX1086  USGS QUAD   -  DEMING EAST (1965)
 CX1086
 CX1086                         *CURRENT SURVEY CONTROL
 CX1086  ___________________________________________________________________
 CX1086* NAD 83(1986)-  32 15 48.     (N)    107 43 17.     (W)     SCALED    
 CX1086* NAVD 88     -      1313.475  (meters)    4309.29   (feet)  POSTED    
 CX1086  ___________________________________________________________________
 CX1086  GEOID HEIGHT-         -24.57  (meters)                     GEOID03
 CX1086  DYNAMIC HT  -        1311.480 (meters)    4302.75  (feet)  COMP
 CX1086  MODELED GRAV-     979,077.9   (mgal)                       NAVD 88
 CX1086
 CX1086  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 CX1086
 CX1086.This mark is at Deming Airport (DMN)
 CX1086
 CX1086.The horizontal coordinates were scaled from a topographic map and have
 CX1086.an estimated accuracy of +/- 6 seconds.
 CX1086
 CX1086.The orthometric height was determined by differential leveling
 CX1086.and adjusted by the National Geodetic Survey in 1992..
 CX1086.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 CX1086.rate greater than 8.0 mm/km.
 CX1086
 CX1086.The geoid height was determined by GEOID03.
 CX1086
 CX1086.The dynamic height is computed by dividing the NAVD 88
 CX1086.geopotential number by the normal gravity value computed on the
 CX1086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX1086.degrees latitude (g = 980.6199 gals.).
 CX1086
 CX1086.The modeled gravity was interpolated from observed gravity values.
 CX1086
 CX1086;                    North         East    Units  Estimated Accuracy
 CX1086;SPC NM W     -   140,070.      840,550.      MT  (+/- 180 meters Scaled)
 CX1086
 CX1086                          SUPERSEDED SURVEY CONTROL
 CX1086
 CX1086  NGVD 29 (??/??/92) 1312.882  (m)         4307.35   (f) ADJ UNCH    2 0
 CX1086
 CX1086.Superseded values are not recommended for survey control.
 CX1086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1086.See file dsdata.txt to determine how the superseded data were derived.
 CX1086
 CX1086_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBR436728(NAD 83)
 CX1086_MARKER: S = SPIKE
 CX1086_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CX1086_SP_SET: RUNWAY
 CX1086_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX1086
 CX1086  HISTORY     - Date     Condition        Report By
 CX1086  HISTORY     - UNK      MONUMENTED       CGS
 CX1086  HISTORY     - 1945     GOOD             NGS
 CX1086
 CX1086                          STATION DESCRIPTION
 CX1086
 CX1086'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 CX1086'3.8 MI SE FROM DEMING.
 CX1086'3.8 MILES SOUTHEAST TO THE POST HEADQUARTERS D.A.A.F. AT THE DEMING
 CX1086'ARMY AIR FIELD, THE MAIN INTERSECTION OF THE RUNWAYS, IN THE CENTER OF
 CX1086'THE MOST NORTHERLY EAST-WEST RUNWAY AND NORTHEAST-SOUTHWEST RUNWAY
 CX1086'INTERSECTION, A RAILROAD SPIKE DRIVEN FLUSH IN THE ASPHALT RUNWAYS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0237 ***********************************************************************
 EQ0237  DESIGNATION -  8 NMSO
 EQ0237  PID         -  EQ0237
 EQ0237  STATE/COUNTY-  NM/SOCORRO
 EQ0237  USGS QUAD   -  SOCORRO (1979)
 EQ0237
 EQ0237                         *CURRENT SURVEY CONTROL
 EQ0237  ___________________________________________________________________
 EQ0237* NAD 83(1986)-  34 03 37.     (N)    106 53 36.     (W)     SCALED    
 EQ0237* NAVD 88     -      1403.000  (meters)    4603.01   (feet)  ADJUSTED  
 EQ0237  ___________________________________________________________________
 EQ0237  GEOID HEIGHT-         -22.17  (meters)                     GEOID03
 EQ0237  DYNAMIC HT  -        1401.017 (meters)    4596.50  (feet)  COMP
 EQ0237  MODELED GRAV-     979,174.3   (mgal)                       NAVD 88
 EQ0237
 EQ0237  VERT ORDER  -  FIRST     CLASS I
 EQ0237
 EQ0237.The horizontal coordinates were scaled from a topographic map and have
 EQ0237.an estimated accuracy of +/- 6 seconds.
 EQ0237
 EQ0237.The orthometric height was determined by differential leveling
 EQ0237.and adjusted by the National Geodetic Survey in June 1991..
 EQ0237
 EQ0237.The geoid height was determined by GEOID03.
 EQ0237
 EQ0237.The dynamic height is computed by dividing the NAVD 88
 EQ0237.geopotential number by the normal gravity value computed on the
 EQ0237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0237.degrees latitude (g = 980.6199 gals.).
 EQ0237
 EQ0237.The modeled gravity was interpolated from observed gravity values.
 EQ0237
 EQ0237;                    North         East    Units  Estimated Accuracy
 EQ0237;SPC NM C     -   339,530.      440,610.      MT  (+/- 180 meters Scaled)
 EQ0237
 EQ0237                          SUPERSEDED SURVEY CONTROL
 EQ0237
 EQ0237  NGVD 29 (??/??/92) 1402.287  (m)         4600.67   (f) ADJ UNCH    1 1
 EQ0237
 EQ0237.Superseded values are not recommended for survey control.
 EQ0237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0237.See file dsdata.txt to determine how the superseded data were derived.
 EQ0237
 EQ0237_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT252704(NAD 83)
 EQ0237_MARKER: DB = BENCH MARK DISK
 EQ0237_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EQ0237_SP_SET: SIDEWALK
 EQ0237_STAMPING: 8 NMSO 1934
 EQ0237_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EQ0237
 EQ0237  HISTORY     - Date     Condition        Report By
 EQ0237  HISTORY     - 1934     MONUMENTED       NMGS
 EQ0237  HISTORY     - 1950     GOOD             NGS
 EQ0237  HISTORY     - 1978     GOOD             NGS
 EQ0237  HISTORY     - 20050625 MARK NOT FOUND   GEOCAC
 EQ0237
 EQ0237                          STATION DESCRIPTION
 EQ0237
 EQ0237'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 EQ0237'IN SOCORRO.
 EQ0237'AT SOCORRO, AT THE EAST SIDE OF THE CATHOLIC CHURCH, 6.3 FEET SOUTH OF
 EQ0237'THE CENTER OF THE EAST DOOR, 19 FEET NORTH OF THE SOUTHEAST CORNER OF
 EQ0237'THE CHURCH, SET IN THE TOP OF THE SIDEWALK ALONG THE EAST SIDE OF THE
 EQ0237'CHURCH, 1.6 FEET EAST OF THE EAST WALL OF THE CHURCH.
 EQ0237
 EQ0237                          STATION RECOVERY (1978)
 EQ0237
 EQ0237'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EQ0237'RECOVERED IN GOOD CONDITION.
 EQ0237
 EQ0237                          STATION RECOVERY (2005)
 EQ0237
 EQ0237'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 EQ0237'A PLAZA HAS BEEN CONSTRUCTED AROUND THE EAST DOOR, AND THE SIDEWALK
 EQ0237'REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0415 ***********************************************************************
 DR0415  DESIGNATION -  8 Y 1
 DR0415  PID         -  DR0415
 DR0415  STATE/COUNTY-  NM/CHAVES
 DR0415  USGS QUAD   -  PANTHER HILL (1982)
 DR0415
 DR0415                         *CURRENT SURVEY CONTROL
 DR0415  ___________________________________________________________________
 DR0415* NAD 83(1986)-  33 35 59.     (N)    104 34 33.     (W)     SCALED    
 DR0415* NAVD 88     -      1136.337  (meters)    3728.13   (feet)  ADJUSTED  
 DR0415  ___________________________________________________________________
 DR0415  GEOID HEIGHT-         -23.21  (meters)                     GEOID03
 DR0415  DYNAMIC HT  -        1134.789 (meters)    3723.05  (feet)  COMP
 DR0415  MODELED GRAV-     979,236.5   (mgal)                       NAVD 88
 DR0415
 DR0415  VERT ORDER  -  SECOND    CLASS 0
 DR0415
 DR0415.The horizontal coordinates were scaled from a topographic map and have
 DR0415.an estimated accuracy of +/- 6 seconds.
 DR0415
 DR0415.The orthometric height was determined by differential leveling
 DR0415.and adjusted by the National Geodetic Survey in June 1991..
 DR0415
 DR0415.The geoid height was determined by GEOID03.
 DR0415
 DR0415.The dynamic height is computed by dividing the NAVD 88
 DR0415.geopotential number by the normal gravity value computed on the
 DR0415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0415.degrees latitude (g = 980.6199 gals.).
 DR0415
 DR0415.The modeled gravity was interpolated from observed gravity values.
 DR0415
 DR0415;                    North         East    Units  Estimated Accuracy
 DR0415;SPC NM E     -   288,290.      142,490.      MT  (+/- 180 meters Scaled)
 DR0415
 DR0415                          SUPERSEDED SURVEY CONTROL
 DR0415
 DR0415  NGVD 29 (??/??/92) 1135.828  (m)         3726.46   (f) ADJ UNCH    2 0
 DR0415
 DR0415.Superseded values are not recommended for survey control.
 DR0415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0415.See file dsdata.txt to determine how the superseded data were derived.
 DR0415
 DR0415_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SET393178(NAD 83)
 DR0415_MARKER: DD = SURVEY DISK
 DR0415_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR0415_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DR0415_STAMPING: 8Y1
 DR0415_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR0415+STABILITY: SURFACE MOTION
 DR0415
 DR0415  HISTORY     - Date     Condition        Report By
 DR0415  HISTORY     - UNK      MONUMENTED       DOD
 DR0415  HISTORY     - 1961     GOOD             NGS
 DR0415
 DR0415                          STATION DESCRIPTION
 DR0415
 DR0415'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 DR0415'16.65 MI NW FROM ROSWELL.
 DR0415'14.35 MILES NORTH ALONG U.S. HIGHWAY 285 FROM THE COURTHOUSE AT
 DR0415'ROSWELL, THENCE 2.3 MILES WEST ALONG A PAVED ROAD, 82 FEET EAST OF A
 DR0415'SECURITY FENCE, 78 FEET SOUTH OF THE ROAD, LEVEL WITH THE ROAD, SET IN
 DR0415'TOP OF A SQUARE CONCRETE POST PROJECTING 8 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0421 ***********************************************************************
 DR0421  DESIGNATION -  8 Y 2
 DR0421  PID         -  DR0421
 DR0421  STATE/COUNTY-  NM/CHAVES
 DR0421  USGS QUAD   -  PANTHER HILL (1982)
 DR0421
 DR0421                         *CURRENT SURVEY CONTROL
 DR0421  ___________________________________________________________________
 DR0421* NAD 83(1992)-  33 35 58.76818(N)    104 34 36.54580(W)     ADJUSTED  
 DR0421* NAVD 88     -      1139.278  (meters)    3737.78   (feet)  ADJUSTED  
 DR0421  ___________________________________________________________________
 DR0421  LAPLACE CORR-          -2.59  (seconds)                    DEFLEC99
 DR0421  GEOID HEIGHT-         -23.21  (meters)                     GEOID03
 DR0421  DYNAMIC HT  -        1137.727 (meters)    3732.69  (feet)  COMP
 DR0421  MODELED GRAV-     979,236.3   (mgal)                       NAVD 88
 DR0421
 DR0421  HORZ ORDER  -  SECOND
 DR0421  VERT ORDER  -  SECOND    CLASS 0
 DR0421
 DR0421.The horizontal coordinates were established by classical geodetic methods
 DR0421.and adjusted by the National Geodetic Survey in December 1993..
 DR0421
 DR0421.The orthometric height was determined by differential leveling
 DR0421.and adjusted by the National Geodetic Survey in June 1991..
 DR0421
 DR0421.The Laplace correction was computed from DEFLEC99 derived deflections.
 DR0421
 DR0421.The geoid height was determined by GEOID03.
 DR0421
 DR0421.The dynamic height is computed by dividing the NAVD 88
 DR0421.geopotential number by the normal gravity value computed on the
 DR0421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0421.degrees latitude (g = 980.6199 gals.).
 DR0421
 DR0421.The modeled gravity was interpolated from observed gravity values.
 DR0421
 DR0421;                    North         East     Units Scale Factor Converg.
 DR0421;SPC NM E     -   288,282.018   142,402.748   MT  0.99991538   -0 08 05.1
 DR0421;SPC NM E     -   945,805.25    467,199.68   sFT  0.99991538   -0 08 05.1
 DR0421;UTM  13      - 3,717,848.514   539,262.431   MT  0.99961900   +0 14 03.1
 DR0421
 DR0421!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR0421!SPC NM E     -   0.99982482  x   0.99991538  =   0.99974021
 DR0421!UTM  13      -   0.99982482  x   0.99961900  =   0.99944388
 DR0421
 DR0421                          SUPERSEDED SURVEY CONTROL
 DR0421
 DR0421  NAD 83(1986)-  33 35 58.77270(N)    104 34 36.54201(W) AD(       ) 2
 DR0421  NAD 27      -  33 35 58.44940(N)    104 34 34.64930(W) AD(       ) 2
 DR0421  NGVD 29 (??/??/92) 1138.769  (m)         3736.11   (f) ADJ UNCH    2 0
 DR0421
 DR0421.Superseded values are not recommended for survey control.
 DR0421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0421.See file dsdata.txt to determine how the superseded data were derived.
 DR0421
 DR0421_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SET3926217849(NAD 83)
 DR0421_MARKER: DD = SURVEY DISK
 DR0421_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR0421_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DR0421_STAMPING: 8Y2
 DR0421_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR0421+STABILITY: SURFACE MOTION
 DR0421
 DR0421  HISTORY     - Date     Condition        Report By
 DR0421  HISTORY     - 1961     MONUMENTED       USE
 DR0421  HISTORY     - 1961     GOOD             NGS
 DR0421
 DR0421                          STATION DESCRIPTION
 DR0421
 DR0421'DESCRIBED BY US ENGINEERS 1961
 DR0421'LOCATED, AIRLINE, ABOUT 14-1/2 MILES NORTH-NORTHWEST OF ROSWELL,
 DR0421'13-3/4 MILES WEST OF FRAZIER, AND 3-1/2 MILES SOUTH OF THE U.S.
 DR0421'HIGHWAY 285 BRIDGE OVER THE ARROYO MACHO ON GOVERNMENT OWNED
 DR0421'LAND NEAR THE WEST PROPERTY FENCE.
 DR0421'
 DR0421'TO REACH FROM THE WEST SIDE OF THE CHAVES COUNTY COURTHOUSE
 DR0421'IN ROSWELL GO NORTH ON U.S. HIGHWAY 285 TO A FORK WHERE U.S.
 DR0421'HIGHWAY 70 BEARS NORTHEAST.  CONTINUE NORTH ON HIGHWAY 285
 DR0421'FOR 8.2 MILES TO THE HIGHWAY BRIDGE OVER SALT CREEK.  CONTINUE
 DR0421'NORTH AND NORTH-NORTHWEST 1.6 MILES TO A SIDE ROAD ON THE LEFT.
 DR0421'TURN LEFT AND GO WEST 2.2 MILES TO A GUARDED GATE AT THE
 DR0421'ENTRANCE, CONTINUE WEST ABOUT 0.2 MILE TO THE WEST PROPERTY
 DR0421'FENCE AND THE STATION.*
 DR0421'
 DR0421'*ROADS IN THE AREA WERE NOT YET COMPLETED AT THE TIME THE
 DR0421'STATION WAS OCCUPIED.
 DR0421'
 DR0421'A CORPS OF ENGINEERS MARK, A SMOOTH BRONZE DISK WITH A CROSS
 DR0421'CUT IN IT STAMPED 8 Y 2 IS CEMENTED IN THE TOP OF A 10-INCH-SQUARE
 DR0421'CONCRETE MONUMENT PROJECTING 8 INCHES ABOVE GROUND.  IT IS
 DR0421'SURROUNDED BY AN 8-FOOT-SQUARE WOODEN FENCE AND IS 11.3 FEET
 DR0421'EAST OF THE WEST PROPERTY FENCE AT ABOUT THE SAME ELEVATION
 DR0421'AS THE STATION.
 DR0421
 DR0421                          STATION RECOVERY (1961)
 DR0421
 DR0421'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 DR0421'16.85 MI NW FROM ROSWELL.
 DR0421'14.35 MILES NORTH ALONG U.S. HIGHWAY 285 FROM THE COURTHOUSE AT
 DR0421'ROSWELL, THENCE 2.5 MILES WEST ALONG A PAVED ROAD, 44.0 FEET WEST OF
 DR0421'THE SECURITY FENCE, 43.5 FEET NORTHEAST OF ARROYO R.M. 2, 10.0 FEET
 DR0421'EAST OF A FENCE, SET IN TOP OF A SQUARE CONCRETE POST PROJECTING 4
 DR0421'INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0240 ***********************************************************************
 GM0240  DESIGNATION -  8006.1
 GM0240  PID         -  GM0240
 GM0240  STATE/COUNTY-  NM/COLFAX
 GM0240  USGS QUAD   -  TOUCH-ME-NOT MOUNTAIN (1987)
 GM0240
 GM0240                         *CURRENT SURVEY CONTROL
 GM0240  ___________________________________________________________________
 GM0240* NAD 83(1986)-  36 32 15.     (N)    105 12 32.     (W)     SCALED    
 GM0240* NAVD 88     -      2439.150  (meters)    8002.44   (feet)  POSTED    
 GM0240  ___________________________________________________________________
 GM0240  GEOID HEIGHT-         -16.66  (meters)                     GEOID03
 GM0240  DYNAMIC HT  -        2435.740 (meters)    7991.26  (feet)  COMP
 GM0240  MODELED GRAV-     979,144.0   (mgal)                       NAVD 88
 GM0240
 GM0240  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 GM0240
 GM0240.The horizontal coordinates were scaled from a topographic map and have
 GM0240.an estimated accuracy of +/- 6 seconds.
 GM0240
 GM0240.The orthometric height was determined by differential leveling
 GM0240.and adjusted by the National Geodetic Survey in 1992..
 GM0240.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 GM0240.rate of 1.1 thru 2.0 mm/km.
 GM0240
 GM0240.The geoid height was determined by GEOID03.
 GM0240
 GM0240.The dynamic height is computed by dividing the NAVD 88
 GM0240.geopotential number by the normal gravity value computed on the
 GM0240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GM0240.degrees latitude (g = 980.6199 gals.).
 GM0240
 GM0240.The modeled gravity was interpolated from observed gravity values.
 GM0240
 GM0240;                    North         East    Units  Estimated Accuracy
 GM0240;SPC NM E     -   614,510.       86,600.      MT  (+/- 180 meters Scaled)
 GM0240
 GM0240                          SUPERSEDED SURVEY CONTROL
 GM0240
 GM0240.No superseded survey control is available for this station.
 GM0240
 GM0240_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDA813435(NAD 83)
 GM0240_MARKER: X = CHISELED CROSS
 GM0240_SETTING: 66 = SET IN ROCK OUTCROP
 GM0240_SP_SET: ROCK
 GM0240_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GM0240+STABILITY: POSITION/ELEVATION WELL
 GM0240
 GM0240  HISTORY     - Date     Condition        Report By
 GM0240  HISTORY     - UNK      MONUMENTED       USGS
 GM0240  HISTORY     - 1934     GOOD             NGS
 GM0240  HISTORY     - 1957     MARK NOT FOUND   NGS
 GM0240
 GM0240                          STATION DESCRIPTION
 GM0240
 GM0240'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GM0240'7.4 MI W FROM UTE PARK.
 GM0240'7.4 MILES WEST OF UTE PARK BY ROAD.  SET ALONG HWY 64.  13 FT NORTH OF
 GM0240'CENTER LINE OF U.S. HWY. NO. 64.  26 FT. SOUTH OF CIMMARON RIVER.
 GM0240
 GM0240                          STATION RECOVERY (1957)
 GM0240
 GM0240'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 GM0240'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0491 ***********************************************************************
 GN0491  DESIGNATION -  8008=PRISMATIC
 GN0491  PID         -  GN0491
 GN0491  STATE/COUNTY-  NM/RIO ARRIBA
 GN0491  USGS QUAD   -  REGINA (1963)
 GN0491
 GN0491                         *CURRENT SURVEY CONTROL
 GN0491  ___________________________________________________________________
 GN0491* NAD 83(1992)-  36 13 02.37472(N)    106 57 03.50499(W)     ADJUSTED  
 GN0491* NAVD 88     -      2450.1    (meters)    8038.     (feet)  VERTCON   
 GN0491  ___________________________________________________________________
 GN0491  LAPLACE CORR-           7.28  (seconds)                    DEFLEC99
 GN0491  GEOID HEIGHT-         -19.18  (meters)                     GEOID03
 GN0491
 GN0491  HORZ ORDER  -  SECOND
 GN0491
 GN0491.The horizontal coordinates were established by classical geodetic methods
 GN0491.and adjusted by the National Geodetic Survey in December 1993..
 GN0491
 GN0491.The NAVD 88 height was computed by applying the VERTCON shift value to
 GN0491.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GN0491
 GN0491.The Laplace correction was computed from DEFLEC99 derived deflections.
 GN0491
 GN0491.The geoid height was determined by GEOID03.
 GN0491
 GN0491;                    North         East     Units Scale Factor Converg.
 GN0491;SPC NM C     -   578,853.017   436,977.323   MT  0.99994892   -0 24 51.1
 GN0491;SPC NM C     - 1,899,120.27  1,433,649.77   sFT  0.99994892   -0 24 51.1
 GN0491;UTM  13      - 4,009,818.015   324,636.781   MT  0.99997892   -1 09 10.9
 GN0491
 GN0491!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GN0491!SPC NM C     -   0.99961862  x   0.99994892  =   0.99956756
 GN0491!UTM  13      -   0.99961862  x   0.99997892  =   0.99959754
 GN0491
 GN0491:                Primary Azimuth Mark                     Grid Az
 GN0491:SPC NM C     -  PRISMATIC AZ MK RESET                    163 53 55.7
 GN0491:UTM  13      -  PRISMATIC AZ MK RESET                    164 38 15.5
 GN0491
 GN0491|---------------------------------------------------------------------|
 GN0491| PID    Reference Object                     Distance      Geod. Az  |
 GN0491|                                                           dddmmss.s |
 GN0491| CD4733 PRISMATIC AZ MK RESET                              1632904.6 |
 GN0491| CD4732 PRISMATIC AZ MK                                    1633315.7 |
 GN0491| CD4734 PRISMATIC RM 1                       11.552 METERS 23544     |
 GN0491| CD4735 PRISMATIC RM 2                       12.838 METERS 32135     |
 GN0491|---------------------------------------------------------------------|
 GN0491
 GN0491                          SUPERSEDED SURVEY CONTROL
 GN0491
 GN0491  NAD 83(1986)-  36 13 02.37520(N)    106 57 03.51084(W) AD(       ) 2
 GN0491  NAD 27      -  36 13 02.31770(N)    106 57 01.37950(W) AD(       ) 2
 GN0491  NGVD 29 (07/19/86) 2449.0    (m)         8035.     (f) VERT ANG       
 GN0491
 GN0491.Superseded values are not recommended for survey control.
 GN0491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0491.See file dsdata.txt to determine how the superseded data were derived.
 GN0491
 GN0491_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCA2463709818(NAD 83)
 GN0491_MARKER: DB = BENCH MARK DISK
 GN0491_SETTING: 80 = SET IN A BOULDER
 GN0491_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 GN0491
 GN0491  HISTORY     - Date     Condition        Report By
 GN0491  HISTORY     - UNK      MONUMENTED       USGS
 GN0491  HISTORY     - 1953     GOOD             USGS
 GN0491  HISTORY     - 1959     GOOD             USGS
 GN0491  HISTORY     - 1960     GOOD             CGS
 GN0491
 GN0491                          STATION DESCRIPTION
 GN0491
 GN0491'DESCRIBED BY US GEOLOGICAL SURVEY 1953 (ALV)
 GN0491'STATION FOUND IN GOOD CONDITION AS DESCRIBED.
 GN0491'
 GN0491'STATION MARK--USGS ALUMINUM TABLET, SET IN SANDSTONE, STAMPED
 GN0491'---VA 8008---.
 GN0491'
 GN0491'REFERENCE MARKS--NONE.
 GN0491
 GN0491                          STATION RECOVERY (1959)
 GN0491
 GN0491'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959 (RLE)
 GN0491'THE STATION IS LOCATED ABOUT 5-1/2 MILES AIRLINE WEST-SOUTHWEST
 GN0491'OF GALLINA, 2-1/4 MILES NORTH-NORTHWEST OF REGINA, 1/4 MILE
 GN0491'NORTH OF THE SANDOVAL-RIO ARRIBA COUNTY LINE AND 0.6 MILE
 GN0491'WEST OF THE HERMAN SHULTZ RANCH HOUSE.  IT IS ABOUT 50 FEET
 GN0491'SOUTHWEST OF THE HIGHEST POINT OF THE HILL WHICH IS THE MOST
 GN0491'NORTHERLY OF TWO PROMINENT POINTS ALONG A NORTH-SOUTH RIDGE.
 GN0491'THE MARK IS A STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK
 GN0491'SET IN A DRILL HOLE IN A BOULDER AND IS STAMPED 8008 VA.
 GN0491'
 GN0491'REFERENCE MARK NO. 1 IS A STANDARD REFERENCE MARK DISK SET
 GN0491'IN A DRILL HOLE IN A BOULDER AND IS STAMPED PRISMATIC USGS
 GN0491'NO 1 1958.
 GN0491'
 GN0491'REFERENCE MARK NO. 2 IS A STANDARD REFERENCE MARK DISK SET IN
 GN0491'A DRILL HOLE IN BED ROCK AND IS ABOUT 4 FEET LOWER IN ELEVATION
 GN0491'THAN THE STATION MARK.  THE MARK IS STAMPED PRISMATIC USGS
 GN0491'NO 2 1958.
 GN0491'
 GN0491'THE AZIMUTH MARK IS A STANDARD AZIMUTH MARK DISK SET IN A
 GN0491'DRILL HOLE IN A BOULDER.  IT IS 44 FEET EAST OF THE CENTER
 GN0491'OF STATE HIGHWAY 96, 2 FEET NORTH OF A WHITE WITNESS POST
 GN0491'AND 1 FOOT WEST OF A NORTH-SOUTH FENCE LINE.  THE MARK PROJECTS
 GN0491'4 INCHES ABOVE THE SURFACE OF THE GROUND AND IS STAMPED PRISMATIC
 GN0491'USGS 1958.
 GN0491'
 GN0491'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 95
 GN0491'AND 96 IN REGINA GO NORTH ON STATE HIGHWAY 96 FOR 1.3 MILES
 GN0491'TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.  FROM THE
 GN0491'AZIMUTH MARK CONTINUE STRAIGHT AHEAD ON STATE HIGHWAY 96 AND
 GN0491'GO 0.4 MILE TO A FORK.  TAKE THE LEFT FORK, STATE HIGHWAY 112,
 GN0491'AND GO 0.9 MILE TO A SIDE ROAD LEFT.  TURN LEFT AND GO 0.1
 GN0491'MILE TO A RANCH HOUSE.  PASS TO THE RIGHT OF THE HOUSE
 GN0491'FOLLOWING A TRACK ROAD WEST AND NORTH FOR 0.25 MILE TO A GAP IN
 GN0491'THE FENCE.  PASS THROUGH THE FENCE THEN TURN A SHARP
 GN0491'LEFT FOLLOWING ALONG THE WEST SIDE OF A FIELD FOR 0.2 MILE TO
 GN0491'AN OPEN FIELD.  TURN A SHARP LEFT AND GO WESTERLY FOLLOWING
 GN0491'ALONG THE NORTH SIDE OF A FENCE FOR 0.25 MILE TO THE
 GN0491'SOUTHWEST CORNER OF A FIELD AND A 10-INCH PINE TREE WITH A
 GN0491'TRIANGLE BLAZE ON IT AND THE END OF TRUCK TRAVEL.  FROM
 GN0491'THE END OF TRUCK TRAVEL PACK SOUTHWEST ALONG THE FENCE
 GN0491'LINE TO A ROCK OUTCROPPING THENCE CROSS OVER TO THE NEXT
 GN0491'RIDGE, SOUTH, WHICH RUNS TO THE TOP OF THE NORTH-SOUTH
 GN0491'RIDGE.  THEN TURN LEFT, SOUTH AND GO TO THE HIGHEST PART
 GN0491'OF THE HILL AND THE STATION AS DESCRIBED.  REQUIRED
 GN0491'PACKING TIME 45 MINUTES.
 GN0491
 GN0491                          STATION RECOVERY (1960)
 GN0491
 GN0491'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HWK)
 GN0491'THE STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK
 GN0491'NO. 2 WERE RECOVERED AS PREVIOUSLY DESCRIBED AND WERE FOUND
 GN0491'IN GOOD CONDITION.  THE AZIMUTH MARK WAS FOUND DESTROYED.
 GN0491'THE DIRECTION TO REFERENCE MARK NO. 2 WAS VERIFIED.  A DIFFERENCE
 GN0491'OF 2 MINUTES 55 SECONDS WAS FOUND IN THE DIRECTION TO REFERENCE
 GN0491'MARK NO. 1.  THE DISTANCE TO REFERENCE MARK NO. 1 WAS FOUND
 GN0491'TO BE .05 FOOT SHORTER THAN PREVIOUSLY MEASURED.  THE DISTANCE
 GN0491'TO REFERENCE MARK NO. 2 WAS FOUND TO BE .10 FOOT SHORTER THAN
 GN0491'PREVIOUSLY MEASURED.
 GN0491'
 GN0491'A NEW AZIMUTH MARK WAS ESTABLISHED BY THIS PARTY.
 GN0491'
 GN0491'FOLLOWING IS A NEW TO REACH FOR THE STATION AND A DESCRIPTION
 GN0491'FOR THE AZIMUTH MARK.
 GN0491'
 GN0491'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 96
 GN0491'AND 95 IN REGINA, GO NORTHERLY ON STATE HIGHWAY 96 FOR
 GN0491'1.4 MILES TO A CATTLE GUARD ON THE RIGHT AND THE AZIMUTH
 GN0491'IS CEMENTED IN A DRILL HOLE IN THE SOUTH CONCRETE FOUNDATION
 GN0491'OF THE CATTLE GUARD.  CONTINUE NORTHERLY ON HIGHWAY 96 FOR
 GN0491'1.8 MILES TO THE JUNCTION OF STATE HIGHWAY 95.  TURN LEFT,
 GN0491'WEST, ON HIGHWAY 95 FOR 0.6 MILE TO A METAL GATE ON THE LEFT.
 GN0491'TURN LEFT, PASSING THROUGH THE GATE AND GO SOUTHERLY FOR 0.15
 GN0491'MILE TO THE SOUTHWEST CORNER OF A FIELD, A FENCE AND A
 GN0491'10-INCH PINE TREE WITH A TRIANGLE BLAZE ON IT AND THE END OF
 GN0491'TRUCK TRAVEL.  FROM THE END OF TRUCK TRAVEL PACK
 GN0491'SOUTHWEST ALONG THE FENCE TO A ROCK OUTCROPPING, THEN CROSS
 GN0491'OVER TO THE NEXT RIDGE, SOUTH, WHICH RUNS TO THE TOP OF
 GN0491'A NORTH-SOUTH RIDGE.  TURN LEFT, SOUTH, AND FOLLOW THE
 GN0491'RIDGE TO THE HIGHEST PART OF THE HILL AND THE STATION.
 GN0491'REQUIRED PACKING TIME 45 MINUTES.
 GN0491'
 GN0491'AZIMUTH MARK, A STANDARD DISK STAMPED PRISMATIC (USGS) 1958
 GN0491'RESET 1960, IS CEMENTED IN A DRILL HOLE IN THE SOUTH CONCRETE
 GN0491'FOUNDATION OF THE CATTLE GUARD WHICH PROJECTS 1 FOOT.  IT IS
 GN0491'69 FEET EAST OF THE CENTER OF HIGHWAY 96, 7 FEET SOUTH OF
 GN0491'THE CENTER OF THE CATTLE GUARD AND 1 FOOT NORTH OF A METAL
 GN0491'WITNESS POST.
 GN0491'
 GN0491'NOTE--REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0184 ***********************************************************************
 DT0184  DESIGNATION -  8009
 DT0184  PID         -  DT0184
 DT0184  STATE/COUNTY-  NM/CATRON
 DT0184  USGS QUAD   -  BULL BASIN (1965)
 DT0184
 DT0184                         *CURRENT SURVEY CONTROL
 DT0184  ___________________________________________________________________
 DT0184* NAD 83(1986)-  33 44 16.     (N)    108 56 39.     (W)     SCALED    
 DT0184* NAVD 88     -      2442.632  (meters)    8013.87   (feet)  ADJUSTED  
 DT0184  ___________________________________________________________________
 DT0184  GEOID HEIGHT-         -22.64  (meters)                     GEOID03
 DT0184  DYNAMIC HT  -        2438.703 (meters)    8000.98  (feet)  COMP
 DT0184  MODELED GRAV-     978,939.0   (mgal)                       NAVD 88
 DT0184
 DT0184  VERT ORDER  -  FIRST     CLASS II
 DT0184
 DT0184.The horizontal coordinates were scaled from a topographic map and have
 DT0184.an estimated accuracy of +/- 6 seconds.
 DT0184
 DT0184.The orthometric height was determined by differential leveling
 DT0184.and adjusted by the National Geodetic Survey in June 1991..
 DT0184
 DT0184.The geoid height was determined by GEOID03.
 DT0184
 DT0184.The dynamic height is computed by dividing the NAVD 88
 DT0184.geopotential number by the normal gravity value computed on the
 DT0184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0184.degrees latitude (g = 980.6199 gals.).
 DT0184
 DT0184.The modeled gravity was interpolated from observed gravity values.
 DT0184
 DT0184;                    North         East    Units  Estimated Accuracy
 DT0184;SPC NM W     -   304,130.      727,070.      MT  (+/- 180 meters Scaled)
 DT0184
 DT0184                          SUPERSEDED SURVEY CONTROL
 DT0184
 DT0184  NGVD 29 (??/??/92) 2441.654  (m)         8010.66   (f) ADJ UNCH    1 2
 DT0184
 DT0184.Superseded values are not recommended for survey control.
 DT0184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0184.See file dsdata.txt to determine how the superseded data were derived.
 DT0184
 DT0184_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC904349(NAD 83)
 DT0184_MARKER: DD = SURVEY DISK
 DT0184_SETTING: 80 = SET IN A BOULDER
 DT0184_SP_SET: BOULDER
 DT0184_STAMPING: U.S.G.S. 8009
 DT0184_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DT0184+STABILITY: SURFACE MOTION
 DT0184
 DT0184  HISTORY     - Date     Condition        Report By
 DT0184  HISTORY     - UNK      MONUMENTED       USGS
 DT0184  HISTORY     - 1934     GOOD             NGS
 DT0184  HISTORY     - 1980     MARK NOT FOUND   NGS
 DT0184
 DT0184                          STATION DESCRIPTION
 DT0184
 DT0184'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DT0184'6.9 MI SE FROM LUNA.
 DT0184'ON STATE HWY. NO. 11, 7.3 MILES WEST OF JUNCTION WITH STATE HWY. NO.
 DT0184'12, ABOUT 300 FT. SOUTH OF CATTLE GUARD, AND 50 FT. EAST OF CENTER
 DT0184'LINE OF HWY., IN LARGE GRAY BOULDER.
 DT0184
 DT0184                          STATION RECOVERY (1980)
 DT0184
 DT0184'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DT0184'A THOROUGH SEARCH OF THE AREA REVEALED NO EVIDENCE OF THIS MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0977 ***********************************************************************
 DR0977  DESIGNATION -  8014=PAJARITA
 DR0977  PID         -  DR0977
 DR0977  STATE/COUNTY-  NM/OTERO
 DR0977  USGS QUAD   -  PAJARITA MOUNTAIN (1963)
 DR0977
 DR0977                         *CURRENT SURVEY CONTROL
 DR0977  ___________________________________________________________________
 DR0977* NAD 83(1992)-  33 14 13.06392(N)    105 25 50.05500(W)     ADJUSTED  
 DR0977* NAVD 88     -      2435.7    (meters)    7991.     (feet)  VERTCON   
 DR0977  ___________________________________________________________________
 DR0977  LAPLACE CORR-          -6.05  (seconds)                    DEFLEC99
 DR0977  GEOID HEIGHT-         -19.80  (meters)                     GEOID03
 DR0977
 DR0977  HORZ ORDER  -  SECOND
 DR0977
 DR0977.The horizontal coordinates were established by classical geodetic methods
 DR0977.and adjusted by the National Geodetic Survey in February 1996..
 DR0977
 DR0977.The NAVD 88 height was computed by applying the VERTCON shift value to
 DR0977.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DR0977
 DR0977.The Laplace correction was computed from DEFLEC99 derived deflections.
 DR0977
 DR0977.The geoid height was determined by GEOID03.
 DR0977
 DR0977;                    North         East     Units Scale Factor Converg.
 DR0977;SPC NM C     -   248,328.902   576,366.341   MT  0.99997188   +0 26 57.0
 DR0977;SPC NM C     -   814,725.74  1,890,961.90   sFT  0.99997188   +0 26 57.0
 DR0977;SPC NM E     -   248,568.547    62,741.391   MT  1.00003797   -0 36 05.2
 DR0977;SPC NM E     -   815,511.97    205,844.05   sFT  1.00003797   -0 36 05.2
 DR0977;UTM  13      - 3,677,639.711   459,885.578   MT  0.99961984   -0 14 09.6
 DR0977
 DR0977!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR0977!SPC NM C     -   0.99962085  x   0.99997188  =   0.99959274
 DR0977!SPC NM E     -   0.99962085  x   1.00003797  =   0.99965881
 DR0977!UTM  13      -   0.99962085  x   0.99961984  =   0.99924083
 DR0977
 DR0977|---------------------------------------------------------------------|
 DR0977| PID    Reference Object                     Distance      Geod. Az  |
 DR0977|                                                           dddmmss.s |
 DR0977| CJ7220 PAJARITA RM 1                         6.895 METERS 06407     |
 DR0977| CJ7221 PAJARITA RM 2                         5.950 METERS 17429     |
 DR0977| CJ7219 PAJARITA AZ MK                                     2765049.2 |
 DR0977|---------------------------------------------------------------------|
 DR0977
 DR0977                          SUPERSEDED SURVEY CONTROL
 DR0977
 DR0977  NAD 83(1992)-  33 14 13.06392(N)    105 25 50.05500(W) AD(       ) 2
 DR0977  NAD 83(1986)-  33 14 13.07067(N)    105 25 50.05541(W) AD(       ) 2
 DR0977  NAD 27      -  33 14 12.73900(N)    105 25 48.10730(W) AD(       ) 2
 DR0977  NGVD 29 (07/19/86) 2435.0    (m)         7989.     (f) VERT ANG       
 DR0977
 DR0977.Superseded values are not recommended for survey control.
 DR0977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0977.See file dsdata.txt to determine how the superseded data were derived.
 DR0977
 DR0977_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDS5988677640(NAD 83)
 DR0977_MARKER: DS = TRIANGULATION STATION DISK
 DR0977_SETTING: 66 = SET IN ROCK OUTCROP
 DR0977_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 DR0977
 DR0977  HISTORY     - Date     Condition        Report By
 DR0977  HISTORY     - 1936     MONUMENTED       CGS
 DR0977  HISTORY     - 1960     GOOD             USGS
 DR0977
 DR0977                          STATION DESCRIPTION
 DR0977
 DR0977'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 DR0977'THE STATION IS 20-1/2 MILES EAST-NORTHEAST OF MESCALERO, 16
 DR0977'MILES SOUTHEAST OF RUIDOSO, ABOUT 2 MILES AIR LINE EAST-BY-NORTH
 DR0977'OF THE INDIAN VILLAGE OF WHITE TAIL, ON THE HIGHEST POINT OF
 DR0977'THE SUMMIT OF PAJARITA MOUNTAIN, ON ITS LONGITUDINAL CENTER,
 DR0977'ABOUT 80 YARDS NORTH OF A LARGE, DEAD TREE, 60 FEET WEST OF
 DR0977'THE EAST EDGE OF THE SUMMIT, IN RANGE WITH THE DEAD TREE AND
 DR0977'THE HIGHEST PEAK ON THE HORIZON TOWARD THE NORTH.  THE STATION
 DR0977'MARK IS A STANDARD U.S. GEOLOGICAL SURVEY ALUMINUM DISK
 DR0977'CEMENTED IN A DRILL HOLE IN BEDROCK, AND STAMPED 8014.  THE
 DR0977'AZIMUTH AND REFERENCE MARKS ARE STANDARD DISKS SET IN
 DR0977'ROCK.  REFERENCE MARK NO. 1 IS MIDWAY
 DR0977'BETWEEN THE CENTER AND THE EAST EDGE OF THE SUMMIT, 6,895
 DR0977'METERS (22.62 FEET) FROM THE STATION N 69 DEG 07 MIN E,
 DR0977'AND NO. 2 IS ALONG THE CENTER OF THE SUMMIT, 5,950
 DR0977'METERS (19.52 FEET) FROM THE STATION S 05 DEG 31 MIN E.
 DR0977'THE AZIMUTH MARK IS ACROSS A GRASSY PARK, ON THE EAST
 DR0977'SIDE OF A LOW, ROCKY RIDGE, ABOUT 50 YARDS WEST OF THE WEST
 DR0977'EDGE OF THE EASTERN ONE OF TWO SEASONAL PONDS, ABOUT
 DR0977'100 YARDS SOUTHWARD ALONG THE RIDGE FROM THE GRASSY
 DR0977'SADDLE SEPARATING THE TWO PONDS, 17 FEET NORTHEAST OF A
 DR0977'3-FOOT PINE TREE WITH A SURFACE ROOT POINTING IN THE DIRECTION
 DR0977'OF THE MARK, IN THE TOP OF A LARGE, ROUGH, OUTCROPPING
 DR0977'LEDGE ABOUT 10 FEET BELOW THE SUMMIT OF THE RIDGE, AND
 DR0977'APPROXIMATELY 1.5 MILES FROM THE STATION N 83 DEG 08 MIN W.
 DR0977
 DR0977                          STATION RECOVERY (1960)
 DR0977
 DR0977'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 DR0977'RECOVERED AND REDESCRIBED AS FOLLOWS
 DR0977'
 DR0977'TO REACH STATION FROM GLENCOE, NEW MEXICO, POST OFFICE, GO E. ON U.S.
 DR0977'HIGHWAY 70 0.3 MI. TO GRADED RD. S., TURN S. (RIGHT) AND CROSS BRIDGE
 DR0977'TO FORKS 0.1 MI., TAKE LEFT FORK AND FOLLOW MAIN RD. 2.6 MI. TO FORKS.
 DR0977'TAKE S. FORK RIGHT AND FOLLOW MAIN RD. 5.2 MI. TO FORKS.  TAKE LEFT
 DR0977'FORK 0.8 MI., PASS THROUGH RANCH YARD AND PROCEED S. 0.7 MI. TO WIRE
 DR0977'GATE AND MESCALERO APACHE INDIAN RESERVATION N. BOUNDARY, PASS
 DR0977'THROUGH GATE AND DRIVE S. 1.4 MI. TO JUNCTION OF E-W. GRADED RD.,
 DR0977'TURN RIGHT AND FOLLOW MAIN GRADED RD. W. TO WINDMILL 1.2 MI.  TURN
 DR0977'S. ALONG MAIN GRADED RD. 4.2 MI. TO FORKS AND SIGN INDICATING
 DR0977'PAJARITA LOOKOUT RD. TO E., TURN LEFT (E.) AND FOLLOW MAIN RD. TO
 DR0977'TOP AND SITE OF LOOKOUT AND STATION.  STATION MARK IS CENTERED
 DR0977'BETWEEN THE FOUR SUPPORT LEGS OF THE LOOKOUT TOWER.
 DR0977'
 DR0977'STATION MARK--STANDARD USGS TABLET, CEMENTED FLUSH WITH GROUND IN
 DR0977'BEDROCK, AND STAMPED ---8014---.  TABLET NOW COVERED BY BED OF LOOSE
 DR0977'ROCK FILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0481 ***********************************************************************
 GM0481  DESIGNATION -  8030.14
 GM0481  PID         -  GM0481
 GM0481  STATE/COUNTY-  NM/TAOS
 GM0481  USGS QUAD   -  TRES RITOS (1995)
 GM0481
 GM0481                         *CURRENT SURVEY CONTROL
 GM0481  ___________________________________________________________________
 GM0481* NAD 83(1986)-  36 14 36.     (N)    105 35 56.     (W)     SCALED    
 GM0481* NAVD 88     -      2467.540  (meters)    8095.59   (feet)  ADJUSTED  
 GM0481  ___________________________________________________________________
 GM0481  GEOID HEIGHT-         -17.15  (meters)                     GEOID03
 GM0481  DYNAMIC HT  -        2464.035 (meters)    8084.09  (feet)  COMP
 GM0481  MODELED GRAV-     979,122.3   (mgal)                       NAVD 88
 GM0481
 GM0481  VERT ORDER  -  SECOND    CLASS 0
 GM0481
 GM0481.The horizontal coordinates were scaled from a topographic map and have
 GM0481.an estimated accuracy of +/- 6 seconds.
 GM0481
 GM0481.The orthometric height was determined by differential leveling
 GM0481.and adjusted by the National Geodetic Survey in June 1991..
 GM0481
 GM0481.The geoid height was determined by GEOID03.
 GM0481
 GM0481.The dynamic height is computed by dividing the NAVD 88
 GM0481.geopotential number by the normal gravity value computed on the
 GM0481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GM0481.degrees latitude (g = 980.6199 gals.).
 GM0481
 GM0481.The modeled gravity was interpolated from observed gravity values.
 GM0481
 GM0481;                    North         East    Units  Estimated Accuracy
 GM0481;SPC NM C     -   581,710.      558,520.      MT  (+/- 180 meters Scaled)
 GM0481
 GM0481                          SUPERSEDED SURVEY CONTROL
 GM0481
 GM0481  NGVD 29 (??/??/92) 2466.357  (m)         8091.71   (f) ADJ UNCH    2 0
 GM0481
 GM0481.Superseded values are not recommended for survey control.
 GM0481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0481.See file dsdata.txt to determine how the superseded data were derived.
 GM0481
 GM0481_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDA461111(NAD 83)
 GM0481_MARKER: DD = SURVEY DISK
 GM0481_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GM0481_SP_SET: HEADWALL
 GM0481_STAMPING: 8030.14
 GM0481_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GM0481
 GM0481  HISTORY     - Date     Condition        Report By
 GM0481  HISTORY     - UNK      MONUMENTED       BPR
 GM0481  HISTORY     - 1934     GOOD             NGS
 GM0481  HISTORY     - 1964     MARK NOT FOUND   USGS
 GM0481
 GM0481                          STATION DESCRIPTION
 GM0481
 GM0481'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GM0481'12.9 MI S FROM TAOS.
 GM0481'12.9 MILES SOUTH ALONG STATE HIGHWAY 3 FROM TAOS, TAOS COUNTY, 50
 GM0481'YARDS SOUTH OF A CURVE, 15 FEET NORTH OF THE CENTERLINE OF THE
 GM0481'HIGHWAY, AND IN THE TOP OF A STONE HEADWALL.  A UNITED STATES BUREAU
 GM0481'OF PUBLIC ROADS STANDARD DISK.
 GM0481
 GM0481                          STATION RECOVERY (1964)
 GM0481
 GM0481'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 GM0481'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0554 ***********************************************************************
 GM0554  DESIGNATION -  8177.88
 GM0554  PID         -  GM0554
 GM0554  STATE/COUNTY-  NM/TAOS
 GM0554  USGS QUAD   -  RED RIVER (1995)
 GM0554
 GM0554                         *CURRENT SURVEY CONTROL
 GM0554  ___________________________________________________________________
 GM0554* NAD 83(1986)-  36 41 43.     (N)    105 29 39.     (W)     SCALED    
 GM0554* NAVD 88     -      2482.672  (meters)    8145.23   (feet)  ADJUSTED  
 GM0554  ___________________________________________________________________
 GM0554  GEOID HEIGHT-         -16.68  (meters)                     GEOID03
 GM0554  DYNAMIC HT  -        2479.140 (meters)    8133.65  (feet)  COMP
 GM0554  MODELED GRAV-     979,119.3   (mgal)                       NAVD 88
 GM0554
 GM0554  VERT ORDER  -  SECOND    CLASS 0
 GM0554
 GM0554.The horizontal coordinates were scaled from a topographic map and have
 GM0554.an estimated accuracy of +/- 6 seconds.
 GM0554
 GM0554.The orthometric height was determined by differential leveling
 GM0554.and adjusted by the National Geodetic Survey in June 1991..
 GM0554
 GM0554.The geoid height was determined by GEOID03.
 GM0554
 GM0554.The dynamic height is computed by dividing the NAVD 88
 GM0554.geopotential number by the normal gravity value computed on the
 GM0554.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GM0554.degrees latitude (g = 980.6199 gals.).
 GM0554
 GM0554.The modeled gravity was interpolated from observed gravity values.
 GM0554
 GM0554;                    North         East    Units  Estimated Accuracy
 GM0554;SPC NM C     -   631,920.      567,540.      MT  (+/- 180 meters Scaled)
 GM0554
 GM0554                          SUPERSEDED SURVEY CONTROL
 GM0554
 GM0554  NGVD 29 (??/??/92) 2481.346  (m)         8140.88   (f) ADJ UNCH    2 0
 GM0554
 GM0554.Superseded values are not recommended for survey control.
 GM0554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0554.See file dsdata.txt to determine how the superseded data were derived.
 GM0554
 GM0554_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDA558611(NAD 83)
 GM0554_MARKER: DD = SURVEY DISK
 GM0554_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GM0554_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GM0554_STAMPING: 8177.88 1926
 GM0554_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GM0554
 GM0554  HISTORY     - Date     Condition        Report By
 GM0554  HISTORY     - 1926     MONUMENTED       BPR
 GM0554  HISTORY     - 1957     GOOD             NGS
 GM0554  HISTORY     - 1964     MARK NOT FOUND   LOCSUR
 GM0554
 GM0554                          STATION DESCRIPTION
 GM0554
 GM0554'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GM0554'6.7 MI E FROM QUESTA.
 GM0554'ABOUT 6.7 MILES EAST ALONG STATE HIGHWAY 38 FROM THE JUNCTION OF STATE
 GM0554'HIGHWAY 3 AT QUESTA, AT THE OFFICE OF THE MOLYBOLENUM CORP. OF
 GM0554'AMERICA, 15 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 4 FEET NORTH
 GM0554'OF THE SOUTHWEST CORNER OF THE OFFICE BUILDING, 1 1/2 FEET SOUTH OF A
 GM0554'WOODEN STAIRWAY TO THE WEST ENTRANCE, 1 FOOT WEST OF THE WEST FACE OF
 GM0554'THE BUILDING AND IN THE TOP OF A 2-INCH IRON PIPE WHICH PROJECTS 2
 GM0554'INCHES.
 GM0554
 GM0554                          STATION RECOVERY (1964)
 GM0554
 GM0554'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1964
 GM0554'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0257 ***********************************************************************
 GM0257  DESIGNATION -  8207.7
 GM0257  PID         -  GM0257
 GM0257  STATE/COUNTY-  NM/COLFAX
 GM0257  USGS QUAD   -  EAGLE NEST (1995)
 GM0257
 GM0257                         *CURRENT SURVEY CONTROL
 GM0257  ___________________________________________________________________
 GM0257* NAD 83(1986)-  36 30 56.     (N)    105 16 34.     (W)     SCALED    
 GM0257* NAVD 88     -      2501.721  (meters)    8207.73   (feet)  ADJUSTED  
 GM0257  ___________________________________________________________________
 GM0257  GEOID HEIGHT-         -16.69  (meters)                     GEOID03
 GM0257  DYNAMIC HT  -        2498.143 (meters)    8195.99  (feet)  COMP
 GM0257  MODELED GRAV-     979,111.3   (mgal)                       NAVD 88
 GM0257
 GM0257  VERT ORDER  -  FIRST     CLASS II
 GM0257
 GM0257.The horizontal coordinates were scaled from a topographic map and have
 GM0257.an estimated accuracy of +/- 6 seconds.
 GM0257
 GM0257.The orthometric height was determined by differential leveling
 GM0257.and adjusted by the National Geodetic Survey in June 1991..
 GM0257
 GM0257.The geoid height was determined by GEOID03.
 GM0257
 GM0257.The dynamic height is computed by dividing the NAVD 88
 GM0257.geopotential number by the normal gravity value computed on the
 GM0257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GM0257.degrees latitude (g = 980.6199 gals.).
 GM0257
 GM0257.The modeled gravity was interpolated from observed gravity values.
 GM0257
 GM0257;                    North         East    Units  Estimated Accuracy
 GM0257;SPC NM E     -   612,130.       80,560.      MT  (+/- 180 meters Scaled)
 GM0257
 GM0257                          SUPERSEDED SURVEY CONTROL
 GM0257
 GM0257.No superseded survey control is available for this station.
 GM0257
 GM0257_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDA752411(NAD 83)
 GM0257_MARKER: DB = BENCH MARK DISK
 GM0257_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GM0257_SP_SET: ABUTMENT
 GM0257_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GM0257
 GM0257  HISTORY     - Date     Condition        Report By
 GM0257  HISTORY     - UNK      MONUMENTED       CGS
 GM0257  HISTORY     - 1938     GOOD             NGS
 GM0257  HISTORY     - 1944     MARK NOT FOUND   VJV
 GM0257
 GM0257                          STATION DESCRIPTION
 GM0257
 GM0257'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 GM0257'3.1 MI W FROM THERMA.
 GM0257'ALONG U.S. HWY. NO. 64, ON THE EAST EDGE OF HWY.  CHISELED SQUARE ON
 GM0257'TOP OF CONCRETE ABUTMENT, CULVERT MARKED U.S.B.M. 8207.7.
 GM0257
 GM0257                          STATION RECOVERY (1944)
 GM0257
 GM0257'RECOVERY NOTE BY V J VANLINT CONSULTING ENGINEER 1944
 GM0257'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0309 ***********************************************************************
 GM0309  DESIGNATION -  8383.73
 GM0309  PID         -  GM0309
 GM0309  STATE/COUNTY-  NM/TAOS
 GM0309  USGS QUAD   -  PALO FLECHADO PASS (1995)
 GM0309
 GM0309                         *CURRENT SURVEY CONTROL
 GM0309  ___________________________________________________________________
 GM0309* NAD 83(1986)-  36 22 31.     (N)    105 22 13.     (W)     SCALED    
 GM0309* NAVD 88     -      2562.850  (meters)    8408.28   (feet)  ADJUSTED  
 GM0309  ___________________________________________________________________
 GM0309  GEOID HEIGHT-         -16.77  (meters)                     GEOID03
 GM0309  DYNAMIC HT  -        2559.186 (meters)    8396.26  (feet)  COMP
 GM0309  MODELED GRAV-     979,109.2   (mgal)                       NAVD 88
 GM0309
 GM0309  VERT ORDER  -  FIRST     CLASS II
 GM0309
 GM0309.The horizontal coordinates were scaled from a topographic map and have
 GM0309.an estimated accuracy of +/- 6 seconds.
 GM0309
 GM0309.The orthometric height was determined by differential leveling
 GM0309.and adjusted by the National Geodetic Survey in June 1991..
 GM0309
 GM0309.The geoid height was determined by GEOID03.
 GM0309
 GM0309.The dynamic height is computed by dividing the NAVD 88
 GM0309.geopotential number by the normal gravity value computed on the
 GM0309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GM0309.degrees latitude (g = 980.6199 gals.).
 GM0309
 GM0309.The modeled gravity was interpolated from observed gravity values.
 GM0309
 GM0309;                    North         East    Units  Estimated Accuracy
 GM0309;SPC NM C     -   596,510.      578,940.      MT  (+/- 180 meters Scaled)
 GM0309
 GM0309                          SUPERSEDED SURVEY CONTROL
 GM0309
 GM0309.No superseded survey control is available for this station.
 GM0309
 GM0309_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDA667256(NAD 83)
 GM0309_MARKER: DB = BENCH MARK DISK
 GM0309_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GM0309_SP_SET: ABUTMENT
 GM0309_STAMPING: 8383.73 1928
 GM0309_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GM0309
 GM0309  HISTORY     - Date     Condition        Report By
 GM0309  HISTORY     - 1928     MONUMENTED       CGS
 GM0309  HISTORY     - 1938     GOOD             NGS
 GM0309  HISTORY     - 1965     MARK NOT FOUND   USGS
 GM0309
 GM0309                          STATION DESCRIPTION
 GM0309
 GM0309'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 GM0309'7.0 MI W FROM AGUA FRIA.
 GM0309'ALONG U.S. HWY. NO. 64, 13 FEET NORTH OF CENTERLINE OF HWY. NO. 64.
 GM0309'STANDARD DISC SET IN NORTH END OF EAST ABUTMENT OF SMALL CONCRETE HWY.
 GM0309'BRIDGE.  STAMPED 8383.73 1928.
 GM0309
 GM0309                          STATION RECOVERY (1965)
 GM0309
 GM0309'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 GM0309'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0323 ***********************************************************************
 CY0323  DESIGNATION -  84 1/2=CAVOT RM 3
 CY0323  PID         -  CY0323
 CY0323  STATE/COUNTY-  NM/HIDALGO
 CY0323  USGS QUAD   -  VANAR (1987)
 CY0323
 CY0323                         *CURRENT SURVEY CONTROL
 CY0323  ___________________________________________________________________
 CY0323* NAD 83(1986)-  32 13 44.     (N)    109 02 36.     (W)     SCALED    
 CY0323* NAVD 88     -      1255.29   (+/-2cm)    4118.4    (feet)  VERTCON   
 CY0323  ___________________________________________________________________
 CY0323  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 CY0323
 CY0323  VERT ORDER  -  FIRST     CLASS II (See Below)
 CY0323
 CY0323.The horizontal coordinates were scaled from a topographic map and have
 CY0323.an estimated accuracy of +/- 6 seconds.
 CY0323
 CY0323.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0323.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0323.The vertical order pertains to the NGVD 29 superseded value.
 CY0323
 CY0323.The geoid height was determined by GEOID03.
 CY0323
 CY0323;                    North         East    Units  Estimated Accuracy
 CY0323;SPC NM W     -   136,890.      715,950.      MT  (+/- 180 meters Scaled)
 CY0323
 CY0323                          SUPERSEDED SURVEY CONTROL
 CY0323
 CY0323  NGVD 29 (??/??/92) 1254.529  (m)         4115.90   (f) ADJ UNCH    1 2
 CY0323
 CY0323.Superseded values are not recommended for survey control.
 CY0323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0323.See file dsdata.txt to determine how the superseded data were derived.
 CY0323
 CY0323_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA843674(NAD 83)
 CY0323_MARKER: P = PIPE CAP
 CY0323_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CY0323_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CY0323_STAMPING: 84 1/2 1907 1935 U.S.C.AND G.S. R.M. NO 3
 CY0323_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CY0323
 CY0323  HISTORY     - Date     Condition        Report By
 CY0323  HISTORY     - 1907     MONUMENTED       USGS
 CY0323  HISTORY     - 1952     GOOD             NGS
 CY0323
 CY0323                          STATION DESCRIPTION
 CY0323
 CY0323'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CY0323'3.5 MI W FROM STEINS.
 CY0323'3.5 MILES WEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATION AT
 CY0323'STEINS, 0.3 MILE EAST OF THE NEW MEXICO AND ARIZONA STATE LINE, 158
 CY0323'FEET SOUTHEAST OF THE SOUTHEAST RAIL, 0.1 MILE WEST OF SEMAPHORE
 CY0323'11254, 4 FEET SOUTHEAST OF A WITNESS POST, 0.3 MILE EAST OF
 CY0323'TRIANGULATION STATION CAVOT 1935, RIVETED ON THE TOP OF A 3 1/2 INCH
 CY0323'IRON PIPE WHICH PROJECTS 1.8 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY1062 ***********************************************************************
 CY1062  DESIGNATION -  85 HILL
 CY1062  PID         -  CY1062
 CY1062  STATE/COUNTY-  NM/HIDALGO
 CY1062  USGS QUAD   -  GARY (1980)
 CY1062
 CY1062                         *CURRENT SURVEY CONTROL
 CY1062  ___________________________________________________________________
 CY1062* NAD 83(1992)-  32 18 44.74070(N)    108 45 12.09409(W)     ADJUSTED  
 CY1062* NAVD 88     -      1528.     (meters)    5013.     (feet)  SCALED    
 CY1062  ___________________________________________________________________
 CY1062  LAPLACE CORR-           3.34  (seconds)                    DEFLEC99
 CY1062  GEOID HEIGHT-         -25.58  (meters)                     GEOID03
 CY1062
 CY1062  HORZ ORDER  -  THIRD
 CY1062
 CY1062.The horizontal coordinates were established by classical geodetic methods
 CY1062.and adjusted by the National Geodetic Survey in December 1993..
 CY1062
 CY1062.The orthometric height was scaled from a topographic map.
 CY1062
 CY1062.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY1062
 CY1062.The geoid height was determined by GEOID03.
 CY1062
 CY1062;                    North         East     Units Scale Factor Converg.
 CY1062;SPC NM W     -   145,882.805   743,365.537   MT  1.00000919   -0 29 30.5
 CY1062;SPC NM W     -   478,617.17  2,438,858.43   sFT  1.00000919   -0 29 30.5
 CY1062;UTM  12      - 3,577,284.113   711,507.882   MT  1.00015170   +1 12 04.9
 CY1062
 CY1062!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY1062!SPC NM W     -   0.99976419  x   1.00000919  =   0.99977338
 CY1062!UTM  12      -   0.99976419  x   1.00015170  =   0.99991586
 CY1062
 CY1062:                Primary Azimuth Mark                     Grid Az
 CY1062:SPC NM W     -  LEE                                      314 12 35.6
 CY1062:UTM  12      -  LEE                                      312 31 00.2
 CY1062
 CY1062|---------------------------------------------------------------------|
 CY1062| PID    Reference Object                     Distance      Geod. Az  |
 CY1062|                                                           dddmmss.s |
 CY1062| CY1063 LEE                                 APPROX. 1.9 KM 3134305.1 |
 CY1062|---------------------------------------------------------------------|
 CY1062
 CY1062                          SUPERSEDED SURVEY CONTROL
 CY1062
 CY1062  NAD 83(1992)-  32 18 44.74023(N)    108 45 12.09280(W) AD(       ) 3
 CY1062  NAD 83(1986)-  32 18 44.73683(N)    108 45 12.09244(W) AD(       ) 3
 CY1062  NAD 27      -  32 18 44.45348(N)    108 45 09.89756(W) AD(       ) 3
 CY1062
 CY1062.Superseded values are not recommended for survey control.
 CY1062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1062.See file dsdata.txt to determine how the superseded data were derived.
 CY1062
 CY1062_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYA1150877284(NAD 83)
 CY1062
 CY1062  HISTORY     - Date     Condition        Report By
 CY1062  HISTORY     - UNK      MONUMENTED
 CY1062  HISTORY     - 1964     GOOD             USGS
 CY1062
 CY1062                          STATION DESCRIPTION
 CY1062
 CY1062'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 CY1062'ON HIGHEST PEAK OF LOW RANGE OF MOUNTAINS, LYING ABOUT 5 MI. SW. OF
 CY1062'LORDSBURG AND COMPRISING WHAT IS KNOWN AS THE VIRGINIA MINING
 CY1062'DISTRICT.  ABOUT 1 MI. S. OF TOWN OF VALEDON AND JUST ABOVE THE 85
 CY1062'MINE OF THE CALUMET AND ARIZONA COPPER CO., IN A ROCK DIKE WHICH
 CY1062'CROSSES HIGHEST PART OF PEAK.
 CY1062'
 CY1062'STATION MARK--STANDARD TABLET, CEMENTED IN SOLID ROCK OUTCROP, AND
 CY1062'STAMPED ---Y 1931---.
 CY1062'
 CY1062'REFERENCE MARK--STANDARD REFERENCE TABLET, CEMENTED IN ROCK OUTCROP
 CY1062'UMMIT, 18.08 FT. FROM STATION, N 83 DEG 17 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0379 ***********************************************************************
 FO0379  DESIGNATION -  885.6 RM 1
 FO0379  PID         -  FO0379
 FO0379  STATE/COUNTY-  NM/SANDOVAL
 FO0379  USGS QUAD   -  BERNALILLO (1990)
 FO0379
 FO0379                         *CURRENT SURVEY CONTROL
 FO0379  ___________________________________________________________________
 FO0379* NAD 83(1986)-  35 19 30.     (N)    106 33 39.     (W)     SCALED    
 FO0379* NAVD 88     -      1553.085  (meters)    5095.41   (feet)  ADJUSTED  
 FO0379  ___________________________________________________________________
 FO0379  GEOID HEIGHT-         -20.86  (meters)                     GEOID03
 FO0379  DYNAMIC HT  -        1550.993 (meters)    5088.55  (feet)  COMP
 FO0379  MODELED GRAV-     979,233.5   (mgal)                       NAVD 88
 FO0379
 FO0379  VERT ORDER  -  SECOND    CLASS 0
 FO0379
 FO0379.The horizontal coordinates were scaled from a topographic map and have
 FO0379.an estimated accuracy of +/- 6 seconds.
 FO0379
 FO0379.The orthometric height was determined by differential leveling
 FO0379.and adjusted by the National Geodetic Survey in June 1991..
 FO0379
 FO0379.The geoid height was determined by GEOID03.
 FO0379
 FO0379.The dynamic height is computed by dividing the NAVD 88
 FO0379.geopotential number by the normal gravity value computed on the
 FO0379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0379.degrees latitude (g = 980.6199 gals.).
 FO0379
 FO0379.The modeled gravity was interpolated from observed gravity values.
 FO0379
 FO0379;                    North         East    Units  Estimated Accuracy
 FO0379;SPC NM C     -   479,670.      471,740.      MT  (+/- 180 meters Scaled)
 FO0379
 FO0379                          SUPERSEDED SURVEY CONTROL
 FO0379
 FO0379  NGVD 29 (??/??/92) 1552.226  (m)         5092.59   (f) ADJ UNCH    2 0
 FO0379
 FO0379.Superseded values are not recommended for survey control.
 FO0379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0379.See file dsdata.txt to determine how the superseded data were derived.
 FO0379
 FO0379_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV581102(NAD 83)
 FO0379_MARKER: DB = BENCH MARK DISK
 FO0379_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FO0379_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FO0379_STAMPING: 885.6 U.S.E. NO 1 1954
 FO0379_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO0379+STABILITY: SURFACE MOTION
 FO0379
 FO0379  HISTORY     - Date     Condition        Report By
 FO0379  HISTORY     - 1954     MONUMENTED       CGS
 FO0379  HISTORY     - 1957     GOOD             NGS
 FO0379
 FO0379                          STATION DESCRIPTION
 FO0379
 FO0379'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 FO0379'1.1 MI NW FROM BERNALILLO.
 FO0379'ABOUT 1.0 MILE NORTHWEST ALONG STATE HIGHWAY 44 FROM ITS JUNCTIONS
 FO0379'WITH U.S. HIGHWAY 85 AT BERNALILLO, THENCE 0.1 MILE NORTH ALONG A
 FO0379'FENCE LINE, IN SECTION 30, T. 13 N., R. 4 E., 128 YARDS WEST OF A
 FO0379'NORTH-SOUTH DIRT ROAD, 54 FEET EAST OF A FENCE LINE, 38 FEET NORTHEAST
 FO0379'OF A TELEPHONE POLE, 51.8 FEET EAST-NORTHEAST OF STATION 92 + 93.63
 FO0379'(USE), AND IN THE TOP OF A CONCRETE POST WHICH PROJECTS 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0378 ***********************************************************************
 FO0378  DESIGNATION -  885.6 RM 2
 FO0378  PID         -  FO0378
 FO0378  STATE/COUNTY-  NM/SANDOVAL
 FO0378  USGS QUAD   -  BERNALILLO (1990)
 FO0378
 FO0378                         *CURRENT SURVEY CONTROL
 FO0378  ___________________________________________________________________
 FO0378* NAD 83(1986)-  35 19 30.     (N)    106 33 39.     (W)     SCALED    
 FO0378* NAVD 88     -      1553.185  (meters)    5095.74   (feet)  ADJUSTED  
 FO0378  ___________________________________________________________________
 FO0378  GEOID HEIGHT-         -20.86  (meters)                     GEOID03
 FO0378  DYNAMIC HT  -        1551.094 (meters)    5088.88  (feet)  COMP
 FO0378  MODELED GRAV-     979,233.5   (mgal)                       NAVD 88
 FO0378
 FO0378  VERT ORDER  -  SECOND    CLASS 0
 FO0378
 FO0378.The horizontal coordinates were scaled from a topographic map and have
 FO0378.an estimated accuracy of +/- 6 seconds.
 FO0378
 FO0378.The orthometric height was determined by differential leveling
 FO0378.and adjusted by the National Geodetic Survey in June 1991..
 FO0378
 FO0378.The geoid height was determined by GEOID03.
 FO0378
 FO0378.The dynamic height is computed by dividing the NAVD 88
 FO0378.geopotential number by the normal gravity value computed on the
 FO0378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0378.degrees latitude (g = 980.6199 gals.).
 FO0378
 FO0378.The modeled gravity was interpolated from observed gravity values.
 FO0378
 FO0378;                    North         East    Units  Estimated Accuracy
 FO0378;SPC NM C     -   479,670.      471,740.      MT  (+/- 180 meters Scaled)
 FO0378
 FO0378                          SUPERSEDED SURVEY CONTROL
 FO0378
 FO0378  NGVD 29 (??/??/92) 1552.327  (m)         5092.93   (f) ADJ UNCH    2 0
 FO0378
 FO0378.Superseded values are not recommended for survey control.
 FO0378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0378.See file dsdata.txt to determine how the superseded data were derived.
 FO0378
 FO0378_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV581102(NAD 83)
 FO0378_MARKER: DB = BENCH MARK DISK
 FO0378_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FO0378_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FO0378_STAMPING: 885.6 U.S.E. NO 2 1954
 FO0378_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO0378+STABILITY: SURFACE MOTION
 FO0378
 FO0378  HISTORY     - Date     Condition        Report By
 FO0378  HISTORY     - 1954     MONUMENTED       CGS
 FO0378  HISTORY     - 1957     GOOD             NGS
 FO0378
 FO0378                          STATION DESCRIPTION
 FO0378
 FO0378'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 FO0378'1.1 MI NW FROM BARNALILLO.
 FO0378'ABOUT 1.0 MILE NORTHWEST ALONG STATE HIGHWAY 44 FROM ITS JUNCTION WITH
 FO0378'U.S. HIGHWAY 85 AT BERNALILLO, THENCE 0.1 MILE NORTH ALONG A FENCE
 FO0378'LINE, IN SECTION 30, T.13 N., R. 4 E., 146 YARDS WEST OF A NORTH-SOUTH
 FO0378'DIRT ROAD, 1 FOOT EAST OF A FENCE LINE, 38 FEET SOUTH-SOUTHWEST OF A
 FO0378'TELEPHONE POLE, 47.6 SOUTH-SOUTHEAST OF STATION 92 + 93.63 (USE), AND
 FO0378'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1067 ***********************************************************************
 FO1067  DESIGNATION -  887.5 6 122+37
 FO1067  PID         -  FO1067
 FO1067  STATE/COUNTY-  NM/SANDOVAL
 FO1067  USGS QUAD   -  BERNALILLO (1990)
 FO1067
 FO1067                         *CURRENT SURVEY CONTROL
 FO1067  ___________________________________________________________________
 FO1067* NAD 83(1992)-  35 17 53.76249(N)    106 35 23.18080(W)     ADJUSTED  
 FO1067* NAVD 88     -      1572.7    (meters)    5160.     (feet)  VERTCON   
 FO1067  ___________________________________________________________________
 FO1067  LAPLACE CORR-           4.13  (seconds)                    DEFLEC99
 FO1067  GEOID HEIGHT-         -20.93  (meters)                     GEOID03
 FO1067
 FO1067  HORZ ORDER  -  FIRST
 FO1067
 FO1067.The horizontal coordinates were established by classical geodetic methods
 FO1067.and adjusted by the National Geodetic Survey in December 1993..
 FO1067
 FO1067.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1067.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1067
 FO1067.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1067
 FO1067.The geoid height was determined by GEOID03.
 FO1067
 FO1067;                    North         East     Units Scale Factor Converg.
 FO1067;SPC NM C     -   476,714.619   469,098.798   MT  0.99991176   -0 11 46.8
 FO1067;SPC NM C     - 1,564,021.21  1,539,034.97   sFT  0.99991176   -0 11 46.8
 FO1067;UTM  13      - 3,907,279.533   355,452.798   MT  0.99985749   -0 55 07.6
 FO1067
 FO1067!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1067!SPC NM C     -   0.99975648  x   0.99991176  =   0.99966827
 FO1067!UTM  13      -   0.99975648  x   0.99985749  =   0.99961401
 FO1067
 FO1067|---------------------------------------------------------------------|
 FO1067| PID    Reference Object                     Distance      Geod. Az  |
 FO1067|                                                           dddmmss.s |
 FO1067| CD3898 887.5 6 RM 1                         19.150 METERS 01245     |
 FO1067| CD3897 887.5 6 AZ MK                                      0640532.0 |
 FO1067| CD3899 887.5 6 RM 2                         20.047 METERS 10325     |
 FO1067| FO1336 ALBUQUERQUE INDIAN SCH W TANK       APPROX.21.8 KM 1962655.9 |
 FO1067|---------------------------------------------------------------------|
 FO1067
 FO1067                          SUPERSEDED SURVEY CONTROL
 FO1067
 FO1067  NAD 83(1986)-  35 17 53.76818(N)    106 35 23.18286(W) AD(       ) 1
 FO1067  NAD 27      -  35 17 53.62461(N)    106 35 21.08510(W) AD(       ) 1
 FO1067  NGVD 29 (07/19/86) 1571.9    (m)         5157.     (f) VERT ANG       
 FO1067
 FO1067.Superseded values are not recommended for survey control.
 FO1067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1067.See file dsdata.txt to determine how the superseded data were derived.
 FO1067
 FO1067_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV5545307280(NAD 83)
 FO1067_MARKER: DD = SURVEY DISK
 FO1067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FO1067_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FO1067
 FO1067  HISTORY     - Date     Condition        Report By
 FO1067  HISTORY     - 1954     MONUMENTED       USE
 FO1067  HISTORY     - 1969     GOOD             CGS
 FO1067  HISTORY     - 1980     GOOD             NGS
 FO1067
 FO1067                          STATION DESCRIPTION
 FO1067
 FO1067'DESCRIBED BY US ENGINEERS 1954 (WRH)
 FO1067'THE STATION IS LOCATED, AIRLINE, ABOUT 3 MILES WEST SOUTHWEST
 FO1067'OF BERNALILLO, 2-1/2 MILES SOUTHWEST OF A BRIDGE THAT CROSSES
 FO1067'THE RIO GRANDE RIVER ON STATE HIGHWAY 44, 0.3 MILE WEST OF A
 FO1067'GRAVEL ROAD THAT FOLLOWS THE WEST SIDE OF THE RIO GRANDE
 FO1067'RIVER AND IT IS ON A SAND RIDGE IN PASTURE LAND.
 FO1067'
 FO1067'THE STATION IS A STANDARD U.S. CORPS OF ENGINEERS MARK STAMPED
 FO1067'887 5 6 122 + 37 EL 5157.19 ALB 1950 SET IN THE TOP OF A
 FO1067'CONCRETE POST THAT IS 6 INCHES IN DIAMETER AND IT PROJECTS
 FO1067'3 INCHES ABOVE THE GROUND.  THE MARK IS 3 FEET EAST OF A
 FO1067'WHITE WITNESS POST.
 FO1067'
 FO1067'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED 887.5-6
 FO1067'USE NO 1 1954 SET IN THE TOP OF A 10 INCH SQUARE CONCRETE
 FO1067'POST THAT PROJECTS 2 INCHES ABOVE THE GROUND.  THE MARK
 FO1067'IS ABOUT 2 FEET HIGHER THAN THE STATION.
 FO1067'
 FO1067'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED 887.5-6
 FO1067'USE NO 2 1954 SET IN THE TOP OF A 10 INCH SQUARE CONCRETE
 FO1067'POST THAT PROJECTS 3 INCHES ABOVE THE GROUND.  THE MARK
 FO1067'IS ABOUT 3 FEET LOWER THAN THE STATION.
 FO1067'
 FO1067'THE AZIMUTH MARK IS A STANDARD DISK STAMPED 887.5-6 USE 1954
 FO1067'SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT PROJECTS
 FO1067'3 INCHES ABOVE THE GROUND.  THE MARK IS 63.0 FEET WEST OF THE
 FO1067'CENTERLINE OF THE GRAVELED ROAD AND IT IS ON A SANDY EAST-WEST
 FO1067'RIDGE.
 FO1067'
 FO1067'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 85
 FO1067'AND STATE HIGHWAY 44 ABOUT 1 MILE NORTH OF THE CENTER OF
 FO1067'BERNALILLO, GO WESTERLY ON STATE HIGHWAY 44 FOR 0.8 MILE TO
 FO1067'THE WEST END OF THE BRIDGE THAT CROSSES THE RIO GRANDE RIVER.
 FO1067'CONTINUE WEST ON STATE HIGHWAY 44 FOR 0.2 MILE TO A GRAVEL
 FO1067'ROAD ON THE LEFT.  TURN LEFT ON THE GRAVEL ROAD AND GO 0.15
 FO1067'MILE TO A FORK.  KEEP THE RIGHT FORK AND FOLLOW THE MAIN
 FO1067'TRAVELED ROAD FOR 1.7 MILES TO A CATTLE GUARD.  CROSS THE
 FO1067'CATTLE GUARD AND GO SOUTH FOR 0.5 MILE TO THE AZIMUTH MARK
 FO1067'ON THE RIGHT AS DESCRIBED.  FROM THE AZIMUTH MARK CONTINUE
 FO1067'SOUTH FOR 0.3 MILE ON THE MAIN ROAD, TURN A SHARP RIGHT AND
 FO1067'GO WEST ACROSS COUNTRY FOR 0.3 MILE TO THE STATION AS
 FO1067'DESCRIBED.
 FO1067'
 FO1067'HEIGHT OF LIGHT ABOVE STATION MARK 15 METERS.
 FO1067
 FO1067                          STATION RECOVERY (1969)
 FO1067
 FO1067'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JLC)
 FO1067'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH
 FO1067'MARK WERE RECOVERED IN GOOD CONDITION.  THE HORIZONTAL DIRECTION
 FO1067'TO REFERENCE MARK 1 WAS HIGHER BY 2 FT 11 IN AND THE HORIZONTAL
 FO1067'DIRECTION TO THE AZIMUTH MARK WAS HIGHER BY 6.8 IN.
 FO1067'
 FO1067'A METAL WITNESS POST HAS BEEN ADDED AT THE STATION MARK AND
 FO1067'ALSO ONE AT THE AZIMUTH MARK.  THE STATION MARK IS 3.6 FEET
 FO1067'NORTHEAST OF THE METAL WITNESS POST AND THE MARK NOW PROJECTS
 FO1067'11 INCHES.  THE AZIMUTH MARK IS 2.8 FEET NORTHWEST OF THE
 FO1067'METAL WITNESS POST.  A NEW TO REACH FOLLOWS.
 FO1067'
 FO1067'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 85
 FO1067'AND STATE HIGHWAY 44 WHICH IS LOCATED ABOUT ONE MILE NORTH
 FO1067'OF THE CENTER OF BERNALILLO, GO WEST ON STATE HIGHWAY 44
 FO1067'FOR 0.85 MILE TO THE WEST END OF A BRIDGE OVER THE RIO GRANDE
 FO1067'RIVER.  CONTINUE WEST ON HIGHWAY 44 FOR 0.85 MILE TO A SIDE
 FO1067'ROAD ON THE LEFT.  TURN LEFT AND GO SOUTH ON STATE HIGHWAY
 FO1067'528 FOR 1.65 MILES TO A TRACK ROAD ON THE LEFT, JUST BEFORE
 FO1067'REACHING A CATTLE GUARD AND AN EAST-WEST WIRE FENCE.  TURN
 FO1067'LEFT AND GO EAST ON THE TRACK ROAD ALONG THE NORTH SIDE OF THE
 FO1067'WIRE FENCE FOR 0.2 MILE TO A POINT WHERE THE OLD ROAD GOES
 FO1067'NORTH AND SOUTH.  CONTINUE ABOUT 100 FEET, THEN TURN RIGHT
 FO1067'AND PASS THROUGH A GATE, THENCE TURN RIGHT AND GO WEST
 FO1067'ABOUT 100 FEET TO THE OLD NORTH AND SOUTH ROAD.  TURN
 FO1067'LEFT AND GO SOUTH ON THE MAIN ROAD FOR 0.5 MILE TO THE
 FO1067'AZIMUTH MARK ON THE RIGHT.  CONTINUE SOUTH FOR 0.25 MILE
 FO1067'TO A SMALL RIDGE.  TURN RIGHT OFF THE MAIN ROAD AND GO IN A
 FO1067'WESTERLY DIRECTION UP THE RIDGE FOR 0.3 MILE TO THE
 FO1067'STATION.
 FO1067'
 FO1067'NO MEASUREMENT BETWEEN THE R.M.S, DUE TO THE TERRAIN.
 FO1067'
 FO1067'HEIGHT OF LIGHT ABOVE STATION MARK 46.5 FEET.
 FO1067
 FO1067                          STATION RECOVERY (1980)
 FO1067
 FO1067'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 FO1067'STATION RECOVERED AND ALL MARKS ARE IN GOOD CONDITION.  DISTANCE AND
 FO1067'DIRECTION TO REFERENCE MARKS AND DIRECTION TO THE TANK COMPARED
 FO1067'FAVORABLY WITH PREVIOUS DATA.
 FO1067'
 FO1067'STATION IS REACHED FROM THE JUNCTION OF U.S. HIGHWAY 85 AND STATE
 FO1067'HIGHWAY 44 WHICH IS ABOUT 1 MILE NORTH OF CENTER OF BERNALILLO.  GO
 FO1067'WESTERLY ON HIGHWAY 44 FOR 1.75 MILES.  TURN LEFT AND GO SOUTHERLY ON
 FO1067'STATE HIGHWAY 528 FOR 1.8 MILES TO A DIRT ROAD ON LEFT.  TURN LEFT AND
 FO1067'GO EAST ON ROAD FOR 0.2 MILE, THENCE RIGHT AND GO SOUTH ON A GRADED
 FO1067'ROAD FOR 0.45 MILE TO THE AZIMUTH MARK ON RIGHT, CONTINUE SOUTH ON
 FO1067'ROAD FOR 0.25 MILE.  TURN RIGHT, LEAVE ROAD AND CONTINUE IN A WESTERLY
 FO1067'DIRECTION FOR ABOUT 0.3 MILE TO STATION.  NOTE, STATION IS NOT ON THE
 FO1067'HIGHEST POINT.
 FO1067'
 FO1067'STATION IS A STANDARD U.S. ARMY, U.S. CORPS OF ENGINEERS STATION MARK
 FO1067'DISK, STAMPED---887.5-6-122+37 EL 5157.19 ALB 1950---SET IN THE TOP
 FO1067'OF A ROUND CONCRETE MONUMENT PROJECTING ABOUT 11 INCHES, 3.5 FEET
 FO1067'NORTHEAST OF A METAL WITNESS POST.
 FO1067'
 FO1067'REFERENCE MARK 1 IS A STANDARD REFERENCE MARK DISK,
 FO1067'STAMPED---887.5-6 USE NO 1 1954---SET IN THE TOP OF A SQUARE
 FO1067'CONCRETE MONUMENT PROJECTING ABOUT 8 INCHES.  MARK IS ABOUT 2 FEET
 FO1067'HIGHER THAN STATION.
 FO1067'
 FO1067'REFERENCE MARK 2 IS A STANDARD REFERENCE MARK DISK, STAMPED---887.5-6
 FO1067'USE NO 2 1954---SET IN THE TOP OF A SQUARE CONCRETE MONUMENT
 FO1067'PROJECTING ABOUT 3 INCHES.  MARK IS ABOUT 3 FEET LOWER THAN STATION.
 FO1067'
 FO1067'AZIMUTH MARK IS A STANDARD AZIMUTH MARK DISK, STAMPED---887.5-6 USE
 FO1067'1954---SET IN THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTING ABOUT
 FO1067'4 INCHES, 63 FEET WEST OF CENTER OF A GRADED ROAD, 2.8 FEET NORTHWEST
 FO1067'OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1079 ***********************************************************************
 FO1079  DESIGNATION -  890 6
 FO1079  PID         -  FO1079
 FO1079  STATE/COUNTY-  NM/SANDOVAL
 FO1079  USGS QUAD   -  BERNALILLO (1990)
 FO1079
 FO1079                         *CURRENT SURVEY CONTROL
 FO1079  ___________________________________________________________________
 FO1079* NAD 83(1992)-  35 15 22.88444(N)    106 36 12.44563(W)     ADJUSTED  
 FO1079* NAVD 88     -      1534.     (meters)    5033.     (feet)  SCALED    
 FO1079  ___________________________________________________________________
 FO1079  LAPLACE CORR-           5.42  (seconds)                    DEFLEC99
 FO1079  GEOID HEIGHT-         -20.98  (meters)                     GEOID03
 FO1079
 FO1079  HORZ ORDER  -  SECOND
 FO1079
 FO1079.The horizontal coordinates were established by classical geodetic methods
 FO1079.and adjusted by the National Geodetic Survey in December 1993..
 FO1079
 FO1079.The orthometric height was scaled from a topographic map.
 FO1079
 FO1079.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1079
 FO1079.The geoid height was determined by GEOID03.
 FO1079
 FO1079;                    North         East     Units Scale Factor Converg.
 FO1079;SPC NM C     -   472,069.609   467,837.651   MT  0.99991274   -0 12 14.5
 FO1079;SPC NM C     - 1,548,781.71  1,534,897.36   sFT  0.99991274   -0 12 14.5
 FO1079;UTM  13      - 3,902,651.028   354,133.283   MT  0.99986222   -0 55 32.7
 FO1079
 FO1079!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1079!SPC NM C     -   0.99976260  x   0.99991274  =   0.99967536
 FO1079!UTM  13      -   0.99976260  x   0.99986222  =   0.99962485
 FO1079
 FO1079:                Primary Azimuth Mark                     Grid Az
 FO1079:SPC NM C     -  890 6 AZ MK                              026 30 45.2
 FO1079:UTM  13      -  890 6 AZ MK                              027 14 03.4
 FO1079
 FO1079|---------------------------------------------------------------------|
 FO1079| PID    Reference Object                     Distance      Geod. Az  |
 FO1079|                                                           dddmmss.s |
 FO1079| CD3900 890 6 AZ MK                                        0261830.7 |
 FO1079| CD3901 890 6 RM 1                           37.115 METERS 03912     |
 FO1079| FO1078 DA 890 WW                             0.847 METERS 30849     |
 FO1079| CD3902 890 6 RM 2                           10.043 METERS 31113     |
 FO1079|---------------------------------------------------------------------|
 FO1079
 FO1079                          SUPERSEDED SURVEY CONTROL
 FO1079
 FO1079  NAD 83(1986)-  35 15 22.89061(N)    106 36 12.44740(W) AD(       ) 2
 FO1079  NAD 27      -  35 15 22.74131(N)    106 36 10.35052(W) AD(       ) 2
 FO1079
 FO1079.Superseded values are not recommended for survey control.
 FO1079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1079.See file dsdata.txt to determine how the superseded data were derived.
 FO1079
 FO1079_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV5413302651(NAD 83)
 FO1079_MARKER: DD = SURVEY DISK
 FO1079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FO1079_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FO1079
 FO1079  HISTORY     - Date     Condition        Report By
 FO1079  HISTORY     - 1954     MONUMENTED       USE
 FO1079  HISTORY     - 1968     MARK NOT FOUND   CGS
 FO1079
 FO1079                          STATION DESCRIPTION
 FO1079
 FO1079'DESCRIBED BY US ENGINEERS 1954 (WRH)
 FO1079'THE STATION IS LOCATED UNDER A FENCE LINE AT THE WEST END OF A
 FO1079'SMALL FIELD.  IT IS ABOUT 4 MILES AIRLINE SOUTHWEST OF BERNALILLO,
 FO1079'2.5 MILES AIRLINE NORTH OF THE BERNALILLO-SANDOVAL COUNTY
 FO1079'LINE, AND 0.2 MILE AIRLINE WEST OF THE PAVED ROAD ALONG THE
 FO1079'WEST SIDE OF THE RIO GRANDE RIVER.
 FO1079'
 FO1079'TO REACH FROM THE U.S. POST OFFICE IN ALAMEDA, GO NORTH ON
 FO1079'U.S. HIGHWAY 85 FOR 0.1 MILE TO A CROSS ROAD AT A CAUTION
 FO1079'LIGHT.  TURN LEFT AND FOLLOW PAVED ROAD WEST AND THEN NORTH
 FO1079'FOR 6.8 MILES TO A SIDE ROAD LEFT.  TURN LEFT, THROUGH A
 FO1079'WIRE GATE AND PASSING BETWEEN A FARMHOUSE AND BARN, AND
 FO1079'FOLLOW TRACK ROAD WEST THROUGH FIELD FOR 0.2 MILE TO WEST
 FO1079'END OF FIELD AND THE STATION UNDER THE FENCE LINE.
 FO1079'
 FO1079'THE STATION MARK IS A STANDARD U.S. CORPS OF ENGINEERS DISK
 FO1079'STAMPED 890 6 1950 ALB, SET IN THE TOP OF AN 8-INCH-DIAMETER
 FO1079'CONCRETE POST PROJECTING 5 INCHES.  IT IS 6 INCHES WEST OF
 FO1079'A FENCE LINE, 6 FEET SOUTH OF A WITNESS POST, AND 50 FEET
 FO1079'EAST OF THE CENTER OF THE CORRALES MAIN CANAL.
 FO1079'
 FO1079'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED 890 6
 FO1079'USE NO 1 1954, SET IN THE TOP OF A 10-INCH-SQUARE CONCRETE
 FO1079'MONUMENT THAT PROJECTS 6 INCHES.  IT IS AT THE NORTH EDGE OF
 FO1079'THE FIELD, 6 INCHES SOUTH OF THE FENCE LINE AND 2 FEET LOWER
 FO1079'THAN THE STATION.
 FO1079'
 FO1079'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED 890 6
 FO1079'USE NO 2 1954, SET IN THE TOP OF A 10-INCH-SQUARE CONCRETE
 FO1079'MONUMENT THAT PROJECTS 4 INCHES.  IT IS LOCATED AT THE BASE
 FO1079'OF THE EAST BANK OF THE CORRALES MAIN CANAL AND IS AT THE
 FO1079'SAME ELEVATION AS THE STATION.
 FO1079'
 FO1079'THE SCS MARK IS A CAP SCREWED ONTO THE TOP OF A 2-INCH PIPE
 FO1079'PROJECTING 2 INCHES.  IT IS STAMPED SCS DA 890 W W ELEV, AND
 FO1079'IS AT THE SAME ELEVATION AS THE STATION.
 FO1079'
 FO1079'THE AZIMUTH MARK IS A STANDARD DISK STAMPED 890 6 USE 1954,
 FO1079'SET IN THE TOP OF A 10-INCH-SQUARE CONCRETE MONUMENT THAT
 FO1079'PROJECTS 4 INCHES.  IT IS LOCATED IN THE NORTHEAST CORNER OF A
 FO1079'FIELD.  12.3 FEET SOUTH OF THE FENCE CORNER, 2 FEET WEST OF
 FO1079'TELEPHONE POLE 107, 17.7 FEET WEST OF THE CENTER LINE OF A
 FO1079'PAVED ROAD, AND 1.5 FEET NORTH OF A WITNESS POST.  TO REACH
 FO1079'FROM THE STATION, GO EAST ACROSS FIELD ON TRACK ROAD FOR
 FO1079'0.2 MILE TO WIRE GATE AT FARMHOUSE.  PASS THROUGH THE GATE,
 FO1079'TURN LEFT, AND GO NORTH ON PAVED ROAD FOR 0.2 MILE TO THE
 FO1079'NORTHEAST CORNER OF A FIELD AND THE AZIMUTH MARK.
 FO1079
 FO1079                          STATION RECOVERY (1968)
 FO1079
 FO1079'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (HWK)
 FO1079'THIS STATION WAS SEARCHED FOR BUT NONE OF THE MARKS WERE
 FO1079'RECOVERED.  IT IS POSSIBLE THE MARKS HAVE BEEN COVERED UP
 FO1079'BY DREDGING OF THE CANAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1377 ***********************************************************************
 FO1377  DESIGNATION -  892.9 6 RESET
 FO1377  PID         -  FO1377
 FO1377  STATE/COUNTY-  NM/SANDOVAL
 FO1377  USGS QUAD   -  LOS GRIEGOS (1990)
 FO1377
 FO1377                         *CURRENT SURVEY CONTROL
 FO1377  ___________________________________________________________________
 FO1377* NAD 83(1992)-  35 13 40.38648(N)    106 38 01.56146(W)     ADJUSTED  
 FO1377* NAVD 88     -      1531.     (meters)    5023.     (feet)  SCALED    
 FO1377  ___________________________________________________________________
 FO1377  LAPLACE CORR-           4.43  (seconds)                    DEFLEC99
 FO1377  GEOID HEIGHT-         -21.12  (meters)                     GEOID03
 FO1377
 FO1377  HORZ ORDER  -  SECOND
 FO1377
 FO1377.The horizontal coordinates were established by classical geodetic methods
 FO1377.and adjusted by the National Geodetic Survey in December 1993..
 FO1377
 FO1377.The orthometric height was scaled from a topographic map.
 FO1377
 FO1377.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1377
 FO1377.The geoid height was determined by GEOID03.
 FO1377
 FO1377;                    North         East     Units Scale Factor Converg.
 FO1377;SPC NM C     -   468,921.355   465,067.417   MT  0.99991503   -0 13 16.9
 FO1377;SPC NM C     - 1,538,452.81  1,525,808.68   sFT  0.99991503   -0 13 16.9
 FO1377;UTM  13      - 3,899,538.050   351,323.758   MT  0.99987242   -0 56 33.3
 FO1377
 FO1377!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1377!SPC NM C     -   0.99976309  x   0.99991503  =   0.99967814
 FO1377!UTM  13      -   0.99976309  x   0.99987242  =   0.99963554
 FO1377
 FO1377|---------------------------------------------------------------------|
 FO1377| PID    Reference Object                     Distance      Geod. Az  |
 FO1377|                                                           dddmmss.s |
 FO1377| CD3905 892.9 6 RM 2                          8.995 METERS 00551     |
 FO1377| CD3904 892.9 6 RM 1                          8.039 METERS 09638     |
 FO1377| CD3903 892.9 6 AZ MK                                      0993153.2 |
 FO1377| FO1106 ALAMEDA RAD KOB WEST MAST           APPROX. 3.4 KM 1453117.2 |
 FO1377| FO1235 ALBUQUERQUE SANDIA AFB SE TANK      APPROX.21.1 KM 1562627.4 |
 FO1377| FO1219 ALBUQUERQUE SANDIA AFB NW TANK      APPROX.20.4 KM 1565454.7 |
 FO1377| FO1418 ALBUQUERQUE TV STA KOAT MAST        APPROX.22.8 KM 2161141.4 |
 FO1377|---------------------------------------------------------------------|
 FO1377
 FO1377                          SUPERSEDED SURVEY CONTROL
 FO1377
 FO1377  NAD 83(1986)-  35 13 40.39213(N)    106 38 01.56322(W) AD(       ) 2
 FO1377  NAD 27      -  35 13 40.24059(N)    106 37 59.46647(W) AD(       ) 2
 FO1377
 FO1377.Superseded values are not recommended for survey control.
 FO1377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1377.See file dsdata.txt to determine how the superseded data were derived.
 FO1377
 FO1377_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU5132499538(NAD 83)
 FO1377_MARKER: DD = SURVEY DISK
 FO1377_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FO1377_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FO1377
 FO1377  HISTORY     - Date     Condition        Report By
 FO1377  HISTORY     - 1954     MONUMENTED       USE
 FO1377  HISTORY     - 1968     SEE DESCRIPTION  CGS
 FO1377
 FO1377                          STATION DESCRIPTION
 FO1377
 FO1377'DESCRIBED BY US ENGINEERS 1954 (WRH)
 FO1377'THE STATION IS LOCATED AIRLINE, ABOUT 3 MILES NORTH-NORTHWEST
 FO1377'OF ALAMEDA AND ABOUT 2 MILES WEST OF THE RIO GRANDE RIVER
 FO1377'ON A LOW SANDY KNOLL WHICH IS ABOUT 100 YARDS EAST OF A
 FO1377'LARGE CANAL.
 FO1377'
 FO1377'THE STATION IS A USE SURVEY DISK STAMPED 892.9 6 1950 RESET
 FO1377'1953 SET IN TOP OF A CONCRETE CYLINDER WHICH IS ABOUT 6 INCHES
 FO1377'IN DIAMETER AND PROJECTS ABOUT 6 INCHES ABOVE THE GROUND.
 FO1377'THE ELEVATION STAMPED ON THE DISK IS NOT LEGIBLE.  IT IS
 FO1377'10 FEET EAST-NORTHEAST OF A WHITE WITNESS POST.
 FO1377'
 FO1377'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED 892.9 6
 FO1377'USE NO 1 1954 SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 FO1377'WHICH PROJECTS ABOUT 4 INCHES ABOVE THE GROUND AND IS ABOUT
 FO1377'THE SAME ELEVATION AS THE STATION.
 FO1377'
 FO1377'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED 892.9 6
 FO1377'USE NO 2 1954 SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 FO1377'WHICH PROJECTS ABOUT 4 INCHES ABOVE THE GROUND AND IS ABOUT
 FO1377'2 FEET LOWER THAN THE STATION.
 FO1377'
 FO1377'THE AZIMUTH MARK IS A STANDARD DISK STAMPED 892.9 6 USE 1954
 FO1377'SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 FO1377'ABOUT 4 INCHES ABOVE THE GROUND.  IT IS 1 FOOT NORTH OF AN
 FO1377'EAST-WEST FENCE LINE AND 21 FEET SOUTH OF THE CENTER LINE OF
 FO1377'A DIRT ROAD.
 FO1377'
 FO1377'TO REACH THE STATION FROM THE CAUTION LIGHT AND THE NATIVIATI
 FO1377'CHURCH IN ALAMEDA, GO WESTERLY, LEAVING U.S. HIGHWAY 85 AND
 FO1377'FOLLOW THE HARD SURFACED ROAD FOR 1.6 MILES TO THE WEST END
 FO1377'OF THE BRIDGE OVER THE RIO GRANDE RIVER.  CONTINUE WEST AND
 FO1377'NORTH FOR 2.8 MILES TO A CROSS ROAD.  TURN LEFT OFF THE HARD
 FO1377'SURFACED ROAD AND GO WESTERLY FOR 0.7 MILE TO THE AZIMUTH
 FO1377'MARK ON THE LEFT, SOUTH SIDE.  CONTINUE STRAIGHT AHEAD ON
 FO1377'THE DIRT ROAD FOR 0.15 MILE TO A POINT WHERE THE ROAD TURNS
 FO1377'LEFT.  TURN LEFT AND GO SOUTH FOR 0.15 MILE TO AN ADOBE HOUSE
 FO1377'ON EACH SIDE OF THE ROAD.  TURN RIGHT AND GO WEST ALONG THE
 FO1377'SOUTH SIDE OF THE ADOBE HOUSE FOR 0.05 MILE TO A WHITE
 FO1377'WITNESS POST ON THE RIGHT, NORTH SIDE AND THE STATION.
 FO1377
 FO1377                          STATION RECOVERY (1968)
 FO1377
 FO1377'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (HWK)
 FO1377'THIS STATION HAS BEEN DESTROYED BY GRADING OF THE SANDY KNOLL
 FO1377'WHERE THE STATION WAS LOCATED.  THE AZIMUTH MARK WAS RECOVERED
 FO1377'IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0493 ***********************************************************************
 GN0493  DESIGNATION -  8966=GALLINA
 GN0493  PID         -  GN0493
 GN0493  STATE/COUNTY-  NM/RIO ARRIBA
 GN0493  USGS QUAD   -  LLAVES (1983)
 GN0493
 GN0493                         *CURRENT SURVEY CONTROL
 GN0493  ___________________________________________________________________
 GN0493* NAD 83(1992)-  36 29 31.60952(N)    106 46 04.01374(W)     ADJUSTED  
 GN0493* NAVD 88     -      2737.3    (meters)    8981.     (feet)  VERTCON   
 GN0493  ___________________________________________________________________
 GN0493  LAPLACE CORR-           3.37  (seconds)                    DEFLEC99
 GN0493  GEOID HEIGHT-         -18.90  (meters)                     GEOID03
 GN0493
 GN0493  HORZ ORDER  -  SECOND
 GN0493
 GN0493.The horizontal coordinates were established by classical geodetic methods
 GN0493.and adjusted by the National Geodetic Survey in December 1993..
 GN0493
 GN0493.The NAVD 88 height was computed by applying the VERTCON shift value to
 GN0493.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GN0493
 GN0493.The Laplace correction was computed from DEFLEC99 derived deflections.
 GN0493
 GN0493.The geoid height was determined by GEOID03.
 GN0493
 GN0493;                    North         East     Units Scale Factor Converg.
 GN0493;SPC NM C     -   609,238.787   453,611.126   MT  0.99992650   -0 18 28.6
 GN0493;SPC NM C     - 1,998,810.92  1,488,222.50   sFT  0.99992650   -0 18 28.6
 GN0493;UTM  13      - 4,039,986.246   341,662.380   MT  0.99990889   -1 03 05.5
 GN0493
 GN0493!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GN0493!SPC NM C     -   0.99957356  x   0.99992650  =   0.99950009
 GN0493!UTM  13      -   0.99957356  x   0.99990889  =   0.99948249
 GN0493
 GN0493|---------------------------------------------------------------------|
 GN0493| PID    Reference Object                     Distance      Geod. Az  |
 GN0493|                                                           dddmmss.s |
 GN0493| CD3428 GALLINA RM 1                         14.519 METERS 13916     |
 GN0493| GN0494 DEADMAN LOOKOUT TOWER               APPROX. 7.3 KM 1855007.0 |
 GN0493| CD3429 GALLINA RM 2                         18.651 METERS 22718     |
 GN0493|---------------------------------------------------------------------|
 GN0493
 GN0493                          SUPERSEDED SURVEY CONTROL
 GN0493
 GN0493  NAD 83(1986)-  36 29 31.61024(N)    106 46 04.02031(W) AD(       ) 2
 GN0493  NAD 27      -  36 29 31.55500(N)    106 46 01.88650(W) AD(       ) 2
 GN0493  NGVD 29 (07/19/86) 2736.0    (m)         8976.     (f) VERT ANG       
 GN0493
 GN0493.Superseded values are not recommended for survey control.
 GN0493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0493.See file dsdata.txt to determine how the superseded data were derived.
 GN0493
 GN0493_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCA4166239986(NAD 83)
 GN0493_MARKER: DB = BENCH MARK DISK
 GN0493_SETTING: 66 = SET IN ROCK OUTCROP
 GN0493
 GN0493  HISTORY     - Date     Condition        Report By
 GN0493  HISTORY     - UNK      MONUMENTED       USGS
 GN0493  HISTORY     - 1953     GOOD             USGS
 GN0493  HISTORY     - 1960     GOOD             USGS
 GN0493
 GN0493                          STATION DESCRIPTION
 GN0493
 GN0493'DESCRIBED BY US GEOLOGICAL SURVEY 1953 (ALV)
 GN0493'RECOVERED AND REDESCRIBED AS FOLLOWS
 GN0493'
 GN0493'STATION IS ON THE N. AND HIGHEST POINT OF CERRITO GALLINA, ABOUT 50
 GN0493'FT. SE. OF THE HIGHEST POINT AND 5.0 MI. S. AND 1.5 MI. W. OF
 GN0493'EL VADO DAM, RIO ARRIBA COUNTY, NEW MEXICO.
 GN0493'
 GN0493'TO REACH STATION, PROCEED FROM W. END OF EL VADO DAM 1.9 MI. SW.
 GN0493'ALONG STATE HIGHWAY 112 TO A T-JUNCTION, TURN LEFT (SW.) AND GO 4.3
 GN0493'MI. ALONG LOGGING RD. TO A Y-JUNCTION, THENCE TURN RIGHT (W.) 0.1
 GN0493'MI. TO A Y-JUNCTION, TURN LEFT (S.) FOR 0.6 MI. TO A JUNCTION,
 GN0493'THENCE TURN LEFT (SE.) FOR 7.4 MI. ALONG MAIN FOREST SERVICE RD.
 GN0493'TO A T-JUNCTION AND LONE CABIN, TURN RIGHT (N.) AND GO 1.7 MI. IN
 GN0493'A NORTHEASTERLY DIRECTION ALONG LOGGING RD. TO A Y-JUNCTION,
 GN0493'THENCE TURN LEFT AND PROCEED 0.8 MI. TO END OF JEEP TRAVEL AND
 GN0493'BASE OF A PROTRUDING CLIFF, THENCE TURN LEFT ON FOOT TO TOP OF
 GN0493'HIGHEST POINT AND STATION.  ABOUT A 1 HOUR PACK.
 GN0493'
 GN0493'STATION MARK--A USGS BRONZE TABLET, SET IN SOLID ROCK OUTCROP,
 GN0493'STAMPED ---VA 8966---.
 GN0493'
 GN0493'REFERENCE MARKS--NONE.
 GN0493
 GN0493                          STATION RECOVERY (1960)
 GN0493
 GN0493'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960 (HWK)
 GN0493'THE STATION IS APPROXIMATELY 19 MILES SOUTHWEST OF TIERRA
 GN0493'AMARILLA, 7-1/2 MILES SOUTH OF EL VADO, ON THE HIGHEST POINT
 GN0493'OF THE NORTH END OF GALLINA MOUNTAIN ON PROPERTY OF THE SANTA
 GN0493'FE NATIONAL FOREST.
 GN0493'
 GN0493'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 96
 GN0493'AND 112, APPROXIMATELY 4.0 MILES NORTH OF REGINA, GO NORTH ON
 GN0493'HIGHWAY 112 FOR 14.2 MILES TO A SIDE ROAD ON THE RIGHT AND SIGN
 GN0493'DEADHORSE SPRING 3 DEADMAN LOOKOUT 5.  TURN RIGHT, EAST AND
 GN0493'NORTH ON A BLADED ROAD 1.3 MILES TO A FORK AND A SIGN POSO
 GN0493'SPRING 17 DEADMAN LOOKOUT 3.  BEAR LEFT WITH THE MAIN ROAD AND
 GN0493'GO NORTHERLY 1.6 MILES TO A FORK.  TURN RIGHT AND FOLLOW
 GN0493'LOGGING ROAD UPGRADE 0.9 MILE TO A FORK.  CONTINUE UPGRADE FOR
 GN0493'1.2 MILES TO A THREE WAY FORK.  CONTINUE STRAIGHT AHEAD
 GN0493'ON THE MIDDLE ROAD 0.5 MILE TO A FORK JUST AFTER TOPPING RIDGE.
 GN0493'BEAR LEFT AND GO NORTHERLY ON MAIN LOGGING ROAD 1.3 MILES
 GN0493'TO A FORK AT A TRIANGULAR BLAZE ON A LARGE TREE.  BEAR
 GN0493'RIGHT FOR 100 FEET TO SECOND FORK.  BEAR LEFT WITH THE MAIN
 GN0493'ROAD AND WEST AND NORTH 0.5 MILE TO THE TOP OF RIDGE AT
 GN0493'TREE WITH A TRIANGULAR BLAZE.  TURN LEFT, PICKING WAY
 GN0493'THROUGH TREES AND ROCKS ABOUT 0.1 MILE TO THE HIGHEST PART OF A
 GN0493'LARGE ROCK OUTCROP AND THE STATION.
 GN0493'
 GN0493'STATION MARK IS A STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK
 GN0493'DISK STAMPED 8966 VA, CEMENTED IN A DRILL HOLE IN OUTCROPPING
 GN0493'BEDROCK WHICH PROJECTS 8 INCHES ON THE NORTH SIDE.  IT IS ON
 GN0493'THE HIGHEST PART OF THE OUTCROP AND 23 FEET EAST OF THE EAST
 GN0493'ONE OF TWO 10-INCH PINE TREES.
 GN0493'
 GN0493'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED GALLINA USGS
 GN0493'NO 1 1960, IS CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK
 GN0493'FLUSH WITH THE SURFACE OF THE OUTCROP.  IT IS 25 FEET WEST
 GN0493'OF A 10-INCH PINE TREE AND 21 FEET NORTH OF A TWIN-TRUNKED
 GN0493'10-INCH PINE TREE.
 GN0493'
 GN0493'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED GALLINA USGS
 GN0493'NO 2 1960, IS CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK
 GN0493'FLUSH WITH THE SURFACE.  IT IS 24 FEET NORTH OF A LONE 8-INCH
 GN0493'PINE TREE.
 GN0493'
 GN0493'NOTE--REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
 GN0493'
 GN0493'OBSERVATIONS TAKEN FROM A 37-FOOT TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1281 ***********************************************************************
 FO1281  DESIGNATION -  898 D 2
 FO1281  PID         -  FO1281
 FO1281  STATE/COUNTY-  NM/BERNALILLO
 FO1281  USGS QUAD   -  ALBUQUERQUE WEST (1990)
 FO1281
 FO1281                         *CURRENT SURVEY CONTROL
 FO1281  ___________________________________________________________________
 FO1281* NAD 83(1992)-  35 06 24.51919(N)    106 42 01.81787(W)     ADJUSTED  
 FO1281* NAVD 88     -      1554.     (meters)    5098.     (feet)  SCALED    
 FO1281  ___________________________________________________________________
 FO1281  LAPLACE CORR-           1.69  (seconds)                    DEFLEC99
 FO1281  GEOID HEIGHT-         -21.43  (meters)                     GEOID03
 FO1281
 FO1281  HORZ ORDER  -  SECOND
 FO1281
 FO1281.The horizontal coordinates were established by classical geodetic methods
 FO1281.and adjusted by the National Geodetic Survey in December 1993..
 FO1281
 FO1281.The orthometric height was scaled from a topographic map.
 FO1281
 FO1281.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1281
 FO1281.The geoid height was determined by GEOID03.
 FO1281
 FO1281;                    North         East     Units Scale Factor Converg.
 FO1281;SPC NM C     -   455,515.652   458,931.702   MT  0.99992078   -0 15 32.7
 FO1281;SPC NM C     - 1,494,470.93  1,505,678.43   sFT  0.99992078   -0 15 32.7
 FO1281;UTM  13      - 3,886,210.971   345,020.251   MT  0.99989602   -0 58 41.4
 FO1281
 FO1281!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1281!SPC NM C     -   0.99975953  x   0.99992078  =   0.99968032
 FO1281!UTM  13      -   0.99975953  x   0.99989602  =   0.99965557
 FO1281
 FO1281|---------------------------------------------------------------------|
 FO1281| PID    Reference Object                     Distance      Geod. Az  |
 FO1281|                                                           dddmmss.s |
 FO1281| CD3907 898 D 2 RM 1                         30.442 METERS 07127     |
 FO1281| CD3908 898 D 2 RM 2                         22.369 METERS 16724     |
 FO1281| CD3906 898 D 2 AZ MK                                      3484747.4 |
 FO1281|---------------------------------------------------------------------|
 FO1281
 FO1281                          SUPERSEDED SURVEY CONTROL
 FO1281
 FO1281  NAD 83(1986)-  35 06 24.52347(N)    106 42 01.81913(W) AD(       ) 2
 FO1281  NAD 27      -  35 06 24.36335(N)    106 41 59.72114(W) AD(       ) 2
 FO1281
 FO1281.Superseded values are not recommended for survey control.
 FO1281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1281.See file dsdata.txt to determine how the superseded data were derived.
 FO1281
 FO1281_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU4502086211(NAD 83)
 FO1281_MARKER: DD = SURVEY DISK
 FO1281_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FO1281_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FO1281
 FO1281  HISTORY     - Date     Condition        Report By
 FO1281  HISTORY     - 1954     MONUMENTED       USE
 FO1281  HISTORY     - 1968     MARK NOT FOUND   CGS
 FO1281
 FO1281                          STATION DESCRIPTION
 FO1281
 FO1281'DESCRIBED BY US ENGINEERS 1954 (WRH)
 FO1281'THE STATION IS LOCATED ON THE WEST SIDE OF A GRAVELED ROAD ON
 FO1281'A LOW MESA WEST OF THE RIO GRANDE RIVER ABOUT 3 MILES AIRLINE
 FO1281'NORTHWEST OF THE CENTER OF ALBUQUERQUE AND ABOUT 16 MILES
 FO1281'AIRLINE SOUTHWEST OF BERNALILLO.
 FO1281'
 FO1281'TO REACH THE STATION FROM THE BERNALILLO COUNTY COURTHOUSE
 FO1281'IN ALBUQUERQUE GO SOUTH ON FOURTH STREET 0.2 MILE TO A STOP
 FO1281'LIGHT.  TURN RIGHT ONTO U.S. HIGHWAY 66 AND GO WEST 3.2 MILES
 FO1281'TO YUCCA DRIVE ON THE RIGHT.  TURN RIGHT AS PER SIGN COLLEGE
 FO1281'OF ST. JOSEPH 3 MI. AND GO 0.8 MILE TO A FORK.  TAKE THE RIGHT
 FO1281'FORK AND GO 0.5 MILE TO A CROSS ROAD.  KEEP STRAIGHT AHEAD
 FO1281'AND GO 0.4 MILE TO A FORK.  TAKE THE LEFT FORK AND GO 0.05
 FO1281'MILE TO A WITNESS POST AND THE STATION ON THE LEFT.
 FO1281'
 FO1281'THE STATION MARK IS A U.S. ENGINEERS DISK STAMPED 898 D-2
 FO1281'1950 ALB SET IN AN 8-INCH CONCRETE CYLINDER THAT PROJECTS 6
 FO1281'INCHES ABOVE THE GROUND.  IT IS 8 FEET SOUTH OF A WITNESS
 FO1281'POST AND 25 FEET WEST OF THE CENTERLINE OF THE ROAD.
 FO1281'
 FO1281'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED 898 D2
 FO1281'USE NO 1 1954 SET IN THE TOP OF A 10-INCH SQUARE CONCRETE
 FO1281'POST THAT PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS ABOUT 2
 FO1281'FEET HIGHER THAN THE STATION.
 FO1281'
 FO1281'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED 898 D2
 FO1281'USE NO 2 1954 SET IN THE TOP OF A 10-INCH SQUARE CONCRETE
 FO1281'POST THAT PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS 25 FEET
 FO1281'WEST OF THE CENTERLINE OF THE ROAD AND ABOUT 2 FEET HIGHER
 FO1281'THAN THE STATION.
 FO1281'
 FO1281'THE AZIMUTH MARK IS LOCATED ON THE EAST SIDE OF THE ROAD
 FO1281'LEADING PAST THE STATION AND IS A STANDARD DISK STAMPED 898
 FO1281'D2 USE 1954 SET IN THE TOP OF A 10-INCH SQUARE CONCRETE
 FO1281'POST THAT PROJECTS 6 INCHES ABOVE THE GROUND.  IT IS 74 FEET
 FO1281'EAST OF THE CENTERLINE OF THE ROAD AND 24 FEET SOUTH OF A
 FO1281'CORNER POWERLINE POLE.
 FO1281'
 FO1281'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTH 0.35 MILE
 FO1281'TO A CORNER POWERLINE POLE AND THE STATION ON THE RIGHT.
 FO1281
 FO1281                          STATION RECOVERY (1968)
 FO1281
 FO1281'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (HWK)
 FO1281'THIS STATION SITE WAS SEARCHED FOR BUT NONE OF THE MARKS
 FO1281'WERE RECOVERED.  IT IS UNDER THE ASSUMPTION THAT DURING THE
 FO1281'CONSTRUCTION OF INTERSTATE HIGHWAY 40 THAT THESE MARKS WERE
 FO1281'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0167 ***********************************************************************
 GN0167  DESIGNATION -  9 D
 GN0167  PID         -  GN0167
 GN0167  STATE/COUNTY-  NM/RIO ARRIBA
 GN0167  USGS QUAD   -  ABIQUIU (1995)
 GN0167
 GN0167                         *CURRENT SURVEY CONTROL
 GN0167  ___________________________________________________________________
 GN0167* NAD 83(1986)-  36 12 40.     (N)    106 15 21.     (W)     SCALED    
 GN0167* NAVD 88     -      1811.001  (meters)    5941.59   (feet)  ADJUSTED  
 GN0167  ___________________________________________________________________
 GN0167  GEOID HEIGHT-         -18.82  (meters)                     GEOID03
 GN0167  DYNAMIC HT  -        1808.596 (meters)    5933.70  (feet)  COMP
 GN0167  MODELED GRAV-     979,241.0   (mgal)                       NAVD 88
 GN0167
 GN0167  VERT ORDER  -  SECOND    CLASS 0
 GN0167
 GN0167.The horizontal coordinates were scaled from a topographic map and have
 GN0167.an estimated accuracy of +/- 6 seconds.
 GN0167
 GN0167.The orthometric height was determined by differential leveling
 GN0167.and adjusted by the National Geodetic Survey in June 1991..
 GN0167
 GN0167.The geoid height was determined by GEOID03.
 GN0167
 GN0167.The dynamic height is computed by dividing the NAVD 88
 GN0167.geopotential number by the normal gravity value computed on the
 GN0167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GN0167.degrees latitude (g = 980.6199 gals.).
 GN0167
 GN0167.The modeled gravity was interpolated from observed gravity values.
 GN0167
 GN0167;                    North         East    Units  Estimated Accuracy
 GN0167;SPC NM C     -   577,940.      499,480.      MT  (+/- 180 meters Scaled)
 GN0167
 GN0167                          SUPERSEDED SURVEY CONTROL
 GN0167
 GN0167  NGVD 29 (??/??/92) 1809.955  (m)         5938.16   (f) ADJ UNCH    2 0
 GN0167
 GN0167.Superseded values are not recommended for survey control.
 GN0167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0167.See file dsdata.txt to determine how the superseded data were derived.
 GN0167
 GN0167_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCA871080(NAD 83)
 GN0167_MARKER: DD = SURVEY DISK
 GN0167_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GN0167_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GN0167_STAMPING: 9 D 1934 5938
 GN0167_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GN0167+STABILITY: SURFACE MOTION
 GN0167
 GN0167  HISTORY     - Date     Condition        Report By
 GN0167  HISTORY     - 1934     MONUMENTED       USGS
 GN0167  HISTORY     - 1940     GOOD             NGS
 GN0167
 GN0167                          STATION DESCRIPTION
 GN0167
 GN0167'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 GN0167'3.8 MI E FROM ABIQUIU.
 GN0167'TO REACH FROM THE POST OFFICE IN ABIQUIU, PROCEED EAST ON U. S.
 GN0167'HIGHWAY NO. 285, GO 3.8 MILES.  BENCH MARK IS AT THE JUNCTION OF U. S.
 GN0167'HIGHWAY NO. 285 WITH STATE HIGHWAY NO. 96.  81 FEET WEST OF THE
 GN0167'INTERSECTION.  48 FEET WEST OF THE CENTER LINE OF U. S. HIGHWAY NO.
 GN0167'285.  1.0 FOOT EAST OF FENCE.  A U. S. GEOLOGICAL DISK IN CONCRETE
 GN0167'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1087 ***********************************************************************
 CX1087  DESIGNATION -  9 F
 CX1087  PID         -  CX1087
 CX1087  STATE/COUNTY-  NM/LUNA
 CX1087  USGS QUAD   -  DEMING EAST (1965)
 CX1087
 CX1087                         *CURRENT SURVEY CONTROL
 CX1087  ___________________________________________________________________
 CX1087* NAD 83(1986)-  32 15 47.     (N)    107 43 53.     (W)     SCALED    
 CX1087* NAVD 88     -      1315.654  (meters)    4316.44   (feet)  POSTED    
 CX1087  ___________________________________________________________________
 CX1087  GEOID HEIGHT-         -24.58  (meters)                     GEOID03
 CX1087  DYNAMIC HT  -        1313.660 (meters)    4309.90  (feet)  COMP
 CX1087  MODELED GRAV-     979,078.3   (mgal)                       NAVD 88
 CX1087
 CX1087  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 CX1087
 CX1087.This mark is at Deming Airport (DMN)
 CX1087
 CX1087.The horizontal coordinates were scaled from a topographic map and have
 CX1087.an estimated accuracy of +/- 6 seconds.
 CX1087
 CX1087.The orthometric height was determined by differential leveling
 CX1087.and adjusted by the National Geodetic Survey in 1992..
 CX1087.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 CX1087.rate greater than 8.0 mm/km.
 CX1087
 CX1087.The geoid height was determined by GEOID03.
 CX1087
 CX1087.The dynamic height is computed by dividing the NAVD 88
 CX1087.geopotential number by the normal gravity value computed on the
 CX1087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX1087.degrees latitude (g = 980.6199 gals.).
 CX1087
 CX1087.The modeled gravity was interpolated from observed gravity values.
 CX1087
 CX1087;                    North         East    Units  Estimated Accuracy
 CX1087;SPC NM W     -   140,040.      839,610.      MT  (+/- 180 meters Scaled)
 CX1087
 CX1087                          SUPERSEDED SURVEY CONTROL
 CX1087
 CX1087  NGVD 29 (??/??/92) 1315.054  (m)         4314.47   (f) ADJ UNCH    2 0
 CX1087
 CX1087.Superseded values are not recommended for survey control.
 CX1087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1087.See file dsdata.txt to determine how the superseded data were derived.
 CX1087
 CX1087_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBR427728(NAD 83)
 CX1087_MARKER: S = SPIKE
 CX1087_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CX1087_SP_SET: RUNWAY
 CX1087_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX1087
 CX1087  HISTORY     - Date     Condition        Report By
 CX1087  HISTORY     - UNK      MONUMENTED       CGS
 CX1087  HISTORY     - 1945     GOOD             NGS
 CX1087
 CX1087                          STATION DESCRIPTION
 CX1087
 CX1087'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 CX1087'3.8 MI SE FROM DEMING.
 CX1087'3.8 MILES SOUTHEAST TO THE POST HEADQUARTERS D.A.A.F. AT THE DEMING
 CX1087'ARMY AIR FIELD, THE HIGHEST POINT OF RUNWAYS, AT THE WEST END (8 L) OF
 CX1087'THE MOST NORTHERLY EAST-WEST RUNWAY, IN THE MIDDLE OF THE RUNWAY,
 CX1087'HALFWAY BETWEEN THE TWO MIDDLE WEST END BORDER LIGHTS AND 20 FEET
 CX1087'EAST, A RAILROAD SPIKE DRIVEN FLUSH WITH THE ASPHALT RUNWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0418 ***********************************************************************
 FO0418  DESIGNATION -  91
 FO0418  PID         -  FO0418
 FO0418  STATE/COUNTY-  NM/SANDOVAL
 FO0418  USGS QUAD   -  SAN PABLO (1970)
 FO0418
 FO0418                         *CURRENT SURVEY CONTROL
 FO0418  ___________________________________________________________________
 FO0418* NAD 83(1986)-  35 53 48.     (N)    106 57 12.     (W)     SCALED    
 FO0418* NAVD 88     -      2062.012  (meters)    6765.12   (feet)  ADJUSTED  
 FO0418  ___________________________________________________________________
 FO0418  GEOID HEIGHT-         -19.55  (meters)                     GEOID03
 FO0418  DYNAMIC HT  -        2059.128 (meters)    6755.66  (feet)  COMP
 FO0418  MODELED GRAV-     979,161.2   (mgal)                       NAVD 88
 FO0418
 FO0418  VERT ORDER  -  SECOND    CLASS 0
 FO0418
 FO0418.The horizontal coordinates were scaled from a topographic map and have
 FO0418.an estimated accuracy of +/- 6 seconds.
 FO0418
 FO0418.The orthometric height was determined by differential leveling
 FO0418.and adjusted by the National Geodetic Survey in June 1991..
 FO0418
 FO0418.The geoid height was determined by GEOID03.
 FO0418
 FO0418.The dynamic height is computed by dividing the NAVD 88
 FO0418.geopotential number by the normal gravity value computed on the
 FO0418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0418.degrees latitude (g = 980.6199 gals.).
 FO0418
 FO0418.The modeled gravity was interpolated from observed gravity values.
 FO0418
 FO0418;                    North         East    Units  Estimated Accuracy
 FO0418;SPC NM C     -   543,280.      436,510.      MT  (+/- 180 meters Scaled)
 FO0418
 FO0418                          SUPERSEDED SURVEY CONTROL
 FO0418
 FO0418  NGVD 29 (??/??/92) 2060.934  (m)         6761.58   (f) ADJ UNCH    2 0
 FO0418
 FO0418.Superseded values are not recommended for survey control.
 FO0418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0418.See file dsdata.txt to determine how the superseded data were derived.
 FO0418
 FO0418_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV237742(NAD 83)
 FO0418_MARKER: P = PIPE CAP
 FO0418_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FO0418_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FO0418_STAMPING: 91
 FO0418_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FO0418
 FO0418  HISTORY     - Date     Condition        Report By
 FO0418  HISTORY     - UNK      MONUMENTED       USGS
 FO0418  HISTORY     - 1957     GOOD             NGS
 FO0418
 FO0418                          STATION DESCRIPTION
 FO0418
 FO0418'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 FO0418'9.85 MI S FROM CUBA.
 FO0418'ABOUT 9.25 MILES SOUTH ALONG STATE HIGHWAY 44 FROM THE BRIDGE OVER THE
 FO0418'RIO PUERCO AT CUBA,THENCE 0.4 MILE WEST ALONG A DIRT ROAD, THENCE 0.2
 FO0418'MILE WEST ACROSS A PASTURE, IN SECTION 9, T. 19 N., R. 1 W., ON THE
 FO0418'NORTH SIDE OF A DEEP DRAW, 0.1 MILE NORTH OF A DIRT ROAD, 117 FEET
 FO0418'SOUTHWEST OF THE SOUTH END OF A DIRT DAM, 51 FEET NORTH OF THE NORTH
 FO0418'BANK OF THE DRAW, 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, A CAP
 FO0418'ON A 3 1/2-INCH PIPE WHICH PROJECTS 12 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0380 ***********************************************************************
 FO0380  DESIGNATION -  92 93.63
 FO0380  PID         -  FO0380
 FO0380  STATE/COUNTY-  NM/SANDOVAL
 FO0380  USGS QUAD   -  BERNALILLO (1990)
 FO0380
 FO0380                         *CURRENT SURVEY CONTROL
 FO0380  ___________________________________________________________________
 FO0380* NAD 83(1986)-  35 19 30.     (N)    106 33 38.     (W)     SCALED    
 FO0380* NAVD 88     -      1553.603  (meters)    5097.11   (feet)  ADJUSTED  
 FO0380  ___________________________________________________________________
 FO0380  GEOID HEIGHT-         -20.86  (meters)                     GEOID03
 FO0380  DYNAMIC HT  -        1551.510 (meters)    5090.25  (feet)  COMP
 FO0380  MODELED GRAV-     979,233.5   (mgal)                       NAVD 88
 FO0380
 FO0380  VERT ORDER  -  SECOND    CLASS 0
 FO0380
 FO0380.The horizontal coordinates were scaled from a topographic map and have
 FO0380.an estimated accuracy of +/- 6 seconds.
 FO0380
 FO0380.The orthometric height was determined by differential leveling
 FO0380.and adjusted by the National Geodetic Survey in June 1991..
 FO0380
 FO0380.The geoid height was determined by GEOID03.
 FO0380
 FO0380.The dynamic height is computed by dividing the NAVD 88
 FO0380.geopotential number by the normal gravity value computed on the
 FO0380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0380.degrees latitude (g = 980.6199 gals.).
 FO0380
 FO0380.The modeled gravity was interpolated from observed gravity values.
 FO0380
 FO0380;                    North         East    Units  Estimated Accuracy
 FO0380;SPC NM C     -   479,670.      471,770.      MT  (+/- 180 meters Scaled)
 FO0380
 FO0380                          SUPERSEDED SURVEY CONTROL
 FO0380
 FO0380  NGVD 29 (??/??/92) 1552.744  (m)         5094.29   (f) ADJ UNCH    2 0
 FO0380
 FO0380.Superseded values are not recommended for survey control.
 FO0380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0380.See file dsdata.txt to determine how the superseded data were derived.
 FO0380
 FO0380_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV581102(NAD 83)
 FO0380_MARKER: DD = SURVEY DISK
 FO0380_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FO0380_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FO0380_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO0380+STABILITY: SURFACE MOTION
 FO0380
 FO0380  HISTORY     - Date     Condition        Report By
 FO0380  HISTORY     - UNK      MONUMENTED       USE
 FO0380  HISTORY     - 1957     GOOD             NGS
 FO0380
 FO0380                          STATION DESCRIPTION
 FO0380
 FO0380'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 FO0380'1.1 MI NW FROM BERNALILLO.
 FO0380'ABOUT 1.0 MILE NORTHWEST ALONG STATE HIGHWAY 44 FROM ITS JUNCTION WITH
 FO0380'U.S. HIGHWAY 85 AT BERNALILLO, THENCE 0.1 MILE NORTH ALONG A FENCE
 FO0380'LINE, IN SECTION 30, T. 13 N., R. 4 E., 146 YARDS WEST OF A
 FO0380'NORTH-SOUTH DIRT ROAD, 2 FEET EAST OF A FENCE LINE, 22 FEET WEST OF A
 FO0380'TELEPHONE POLE, 7 1/2 FEET SOUTH OF A WHITE WOODEN WITNESS POST AND IN
 FO0380'THE TOP OF A CONCRETE POST WHICH PROJECTS 9 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0007 ***********************************************************************
 GN0007  DESIGNATION -  9231
 GN0007  PID         -  GN0007
 GN0007  STATE/COUNTY-  NM/TAOS
 GN0007  USGS QUAD   -  BIGHORN PEAK (1995)
 GN0007
 GN0007                         *CURRENT SURVEY CONTROL
 GN0007  ___________________________________________________________________
 GN0007* NAD 83(1986)-  36 59 16.     (N)    106 13 06.     (W)     SCALED    
 GN0007* NAVD 88     -      2815.282  (meters)    9236.47   (feet)  POSTED    
 GN0007  ___________________________________________________________________
 GN0007  GEOID HEIGHT-         -16.15  (meters)                     GEOID03
 GN0007  DYNAMIC HT  -        2811.230 (meters)    9223.18  (feet)  COMP
 GN0007  MODELED GRAV-     979,090.8   (mgal)                       NAVD 88
 GN0007
 GN0007  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 GN0007
 GN0007.The horizontal coordinates were scaled from a topographic map and have
 GN0007.an estimated accuracy of +/- 6 seconds.
 GN0007
 GN0007.The orthometric height was determined by differential leveling
 GN0007.and adjusted by the National Geodetic Survey in 1992..
 GN0007.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 GN0007.rate of 1.1 thru 2.0 mm/km.
 GN0007
 GN0007.The geoid height was determined by GEOID03.
 GN0007
 GN0007.The dynamic height is computed by dividing the NAVD 88
 GN0007.geopotential number by the normal gravity value computed on the
 GN0007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GN0007.degrees latitude (g = 980.6199 gals.).
 GN0007
 GN0007.The modeled gravity was interpolated from observed gravity values.
 GN0007
 GN0007;                    North         East    Units  Estimated Accuracy
 GN0007;SPC NM C     -   664,110.      502,820.      MT  (+/- 180 meters Scaled)
 GN0007
 GN0007                          SUPERSEDED SURVEY CONTROL
 GN0007
 GN0007  NGVD 29 (??/??/92) 2813.766  (m)         9231.50   (f) ADJ UNCH    1 2
 GN0007
 GN0007.Superseded values are not recommended for survey control.
 GN0007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0007.See file dsdata.txt to determine how the superseded data were derived.
 GN0007
 GN0007_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCA915942(NAD 83)
 GN0007_MARKER: P = PIPE CAP
 GN0007_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GN0007_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GN0007_STAMPING: 9231 1920
 GN0007_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GN0007
 GN0007  HISTORY     - Date     Condition        Report By
 GN0007  HISTORY     - 1920     MONUMENTED       USGS
 GN0007  HISTORY     - 1934     GOOD             NGS
 GN0007
 GN0007                          STATION DESCRIPTION
 GN0007
 GN0007'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GN0007'24.8 MI W FROM ANTONITO, COLORADO.
 GN0007'IN TAOS COUNTY, NEW MEXICO, 24.8 MILES WEST ALONG THE DENVER AND RIO
 GN0007'GRANDE WESTERN RAILROAD FROM ANTONITO, CONEJOS COUNTY, COLORADO, 1
 GN0007'MILE EAST OF THE SECTION HOUSE AND WATER TANK AT SUBLETTE, 6 FEET
 GN0007'NORTH OF MILEPOST 305, AND 14 FEET EAST OF THE CENTER LINE OF THE
 GN0007'TRACK.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 9231
 GN0007'1920 AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0667 ***********************************************************************
 DT0667  DESIGNATION -  9303
 DT0667  PID         -  DT0667
 DT0667  STATE/COUNTY-  NM/CATRON
 DT0667  USGS QUAD   -  BLACK MOUNTAIN (1967)
 DT0667
 DT0667                         *CURRENT SURVEY CONTROL
 DT0667  ___________________________________________________________________
 DT0667* NAD 83(1992)-  33 22 40.83197(N)    108 13 37.90520(W)     ADJUSTED  
 DT0667* NAVD 88     -      2837.     (meters)    9308.     (feet)  SCALED    
 DT0667  ___________________________________________________________________
 DT0667  LAPLACE CORR-           0.68  (seconds)                    DEFLEC99
 DT0667  GEOID HEIGHT-         -22.62  (meters)                     GEOID03
 DT0667
 DT0667  HORZ ORDER  -  SECOND
 DT0667
 DT0667.The horizontal coordinates were established by classical geodetic methods
 DT0667.and adjusted by the National Geodetic Survey in December 1993..
 DT0667
 DT0667.The orthometric height was scaled from a topographic map.
 DT0667
 DT0667.The Laplace correction was computed from DEFLEC99 derived deflections.
 DT0667
 DT0667.The geoid height was determined by GEOID03.
 DT0667
 DT0667;                    North         East     Units Scale Factor Converg.
 DT0667;SPC NM W     -   263,745.187   793,352.976   MT  0.99993322   -0 13 00.1
 DT0667;SPC NM W     -   865,304.00  2,602,858.89   sFT  0.99993322   -0 13 00.1
 DT0667;UTM  12      - 3,696,629.917   757,953.673   MT  1.00042045   +1 31 34.8
 DT0667
 DT0667!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DT0667!SPC NM W     -   0.99955834  x   0.99993322  =   0.99949159
 DT0667!UTM  12      -   0.99955834  x   1.00042045  =   0.99997861
 DT0667
 DT0667                          SUPERSEDED SURVEY CONTROL
 DT0667
 DT0667  NAD 83(1986)-  33 22 40.83346(N)    108 13 37.90760(W) AD(       ) 2
 DT0667  NAD 27      -  33 22 40.59210(N)    108 13 35.71945(W) AD(       ) 2
 DT0667
 DT0667.Superseded values are not recommended for survey control.
 DT0667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0667.See file dsdata.txt to determine how the superseded data were derived.
 DT0667
 DT0667_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYB5795496630(NAD 83)
 DT0667_MARKER: DD = SURVEY DISK
 DT0667_SETTING: 80 = SET IN A BOULDER
 DT0667_SP_SET: SET IN DRILL HOLE IN A BOULDER
 DT0667_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DT0667+STABILITY: SURFACE MOTION
 DT0667
 DT0667  HISTORY     - Date     Condition        Report By
 DT0667  HISTORY     - 1945     MONUMENTED       USGS
 DT0667  HISTORY     - 1966     GOOD             CGS
 DT0667
 DT0667                          STATION DESCRIPTION
 DT0667
 DT0667'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (JWC)
 DT0667'THE STATION IS ABOUT 7-1/2 MILES SOUTHWEST OF BEAVERHEAD,
 DT0667'ON TOP OF BLACK MOUNTAIN AND NEAR THE BLACK MOUNTAIN LOOKOUT
 DT0667'TOWER.
 DT0667'
 DT0667'THE STATION IS A BRONZE DISK, OF THE U.S. GEOLOGICAL SURVEY,
 DT0667'STAMPED ELEVATION ABOVE SEA 9303 FEET DATUM PHONX VA, CEMENTED
 DT0667'IN A DRILL HOLE IN A 2 X 2 FOOT BOULDER, THAT PROJECTS 12
 DT0667'INCHES ABOVE THE GROUND.  IT IS 69 FEET SOUTHWEST OF A LOG
 DT0667'CABIN AND 3 FEET WEST OF THE SOUTHWEST LEG OF THE LOOKOUT
 DT0667'TOWER.
 DT0667'
 DT0667'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 DT0667'JORDAN 1945, THE DISTANCE BEING 21.02 FEET OR 6.402 METERS
 DT0667'NORTH OF STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0334 ***********************************************************************
 EQ0334  DESIGNATION -  934 E
 EQ0334  PID         -  EQ0334
 EQ0334  STATE/COUNTY-  NM/VALENCIA
 EQ0334  USGS QUAD   -  TOME (1991)
 EQ0334
 EQ0334                         *CURRENT SURVEY CONTROL
 EQ0334  ___________________________________________________________________
 EQ0334* NAD 83(1986)-  34 38 06.     (N)    106 44 09.     (W)     SCALED    
 EQ0334* NAVD 88     -      1470.525  (meters)    4824.55   (feet)  ADJUSTED  
 EQ0334  ___________________________________________________________________
 EQ0334  GEOID HEIGHT-         -21.84  (meters)                     GEOID03
 EQ0334  DYNAMIC HT  -        1468.477 (meters)    4817.83  (feet)  COMP
 EQ0334  MODELED GRAV-     979,192.0   (mgal)                       NAVD 88
 EQ0334
 EQ0334  VERT ORDER  -  FIRST     CLASS II
 EQ0334
 EQ0334.The horizontal coordinates were scaled from a topographic map and have
 EQ0334.an estimated accuracy of +/- 6 seconds.
 EQ0334
 EQ0334.The orthometric height was determined by differential leveling
 EQ0334.and adjusted by the National Geodetic Survey in June 1991..
 EQ0334
 EQ0334.The geoid height was determined by GEOID03.
 EQ0334
 EQ0334.The dynamic height is computed by dividing the NAVD 88
 EQ0334.geopotential number by the normal gravity value computed on the
 EQ0334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0334.degrees latitude (g = 980.6199 gals.).
 EQ0334
 EQ0334.The modeled gravity was interpolated from observed gravity values.
 EQ0334
 EQ0334;                    North         East    Units  Estimated Accuracy
 EQ0334;SPC NM C     -   403,190.      455,460.      MT  (+/- 180 meters Scaled)
 EQ0334
 EQ0334                          SUPERSEDED SURVEY CONTROL
 EQ0334
 EQ0334  NGVD 29 (??/??/92) 1469.766  (m)         4822.06   (f) ADJ UNCH    1 2
 EQ0334
 EQ0334.Superseded values are not recommended for survey control.
 EQ0334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0334.See file dsdata.txt to determine how the superseded data were derived.
 EQ0334
 EQ0334_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU408339(NAD 83)
 EQ0334_MARKER: DD = SURVEY DISK
 EQ0334_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EQ0334_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EQ0334_STAMPING: 934 E U S S C S
 EQ0334_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EQ0334
 EQ0334  HISTORY     - Date     Condition        Report By
 EQ0334  HISTORY     - UNK      MONUMENTED       SCS
 EQ0334  HISTORY     - 1958     GOOD             NGS
 EQ0334  HISTORY     - 20050206 MARK NOT FOUND   GEOCAC
 EQ0334
 EQ0334                          STATION DESCRIPTION
 EQ0334
 EQ0334'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 EQ0334'3.4 MI SE FROM BELEN.
 EQ0334'ABOUT 2.3 MILES EAST ALONG STATE HIGHWAY 6 FROM THE ATCHISON, TOPEKA
 EQ0334'AND SANTA FE RAILWAY STATION AT BELEN, THENCE 1.1 MILES SOUTH ALONG
 EQ0334'STATE HIGHWAY 47, 104 FEET WEST OF THE CENTER LINE OF THE ROAD, 97 1/2
 EQ0334'FEET SOUTH-SOUTHWEST OF TRIANGULATION STATION SAND 1954, 61 1/2 FEET
 EQ0334'WEST OF B.M. R 934.1 (U.S.B.R.), ABOUT 2 FEET BELOW THE LEVEL OF THE
 EQ0334'HIGHWAY, AND ON THE TOP OF A 1 1/4-INCH IRON PIPE SET IN CONCRETE AND
 EQ0334'PROJECTING 7 INCHES.
 EQ0334
 EQ0334                          STATION RECOVERY (2005)
 EQ0334
 EQ0334'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 EQ0334'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0419 ***********************************************************************
 FO0419  DESIGNATION -  94
 FO0419  PID         -  FO0419
 FO0419  STATE/COUNTY-  NM/SANDOVAL
 FO0419  USGS QUAD   -  SAN PABLO (1970)
 FO0419
 FO0419                         *CURRENT SURVEY CONTROL
 FO0419  ___________________________________________________________________
 FO0419* NAD 83(1986)-  35 56 09.     (N)    106 58 35.     (W)     SCALED    
 FO0419* NAVD 88     -      2048.472  (meters)    6720.70   (feet)  ADJUSTED  
 FO0419  ___________________________________________________________________
 FO0419  GEOID HEIGHT-         -19.58  (meters)                     GEOID03
 FO0419  DYNAMIC HT  -        2045.619 (meters)    6711.34  (feet)  COMP
 FO0419  MODELED GRAV-     979,167.2   (mgal)                       NAVD 88
 FO0419
 FO0419  VERT ORDER  -  SECOND    CLASS 0
 FO0419
 FO0419.The horizontal coordinates were scaled from a topographic map and have
 FO0419.an estimated accuracy of +/- 6 seconds.
 FO0419
 FO0419.The orthometric height was determined by differential leveling
 FO0419.and adjusted by the National Geodetic Survey in June 1991..
 FO0419
 FO0419.The geoid height was determined by GEOID03.
 FO0419
 FO0419.The dynamic height is computed by dividing the NAVD 88
 FO0419.geopotential number by the normal gravity value computed on the
 FO0419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0419.degrees latitude (g = 980.6199 gals.).
 FO0419
 FO0419.The modeled gravity was interpolated from observed gravity values.
 FO0419
 FO0419;                    North         East    Units  Estimated Accuracy
 FO0419;SPC NM C     -   547,640.      434,460.      MT  (+/- 180 meters Scaled)
 FO0419
 FO0419                          SUPERSEDED SURVEY CONTROL
 FO0419
 FO0419  NGVD 29 (??/??/92) 2047.406  (m)         6717.20   (f) ADJ UNCH    2 0
 FO0419
 FO0419.Superseded values are not recommended for survey control.
 FO0419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0419.See file dsdata.txt to determine how the superseded data were derived.
 FO0419
 FO0419_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV217786(NAD 83)
 FO0419_MARKER: P = PIPE CAP
 FO0419_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FO0419_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FO0419_STAMPING: 94
 FO0419_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FO0419
 FO0419  HISTORY     - Date     Condition        Report By
 FO0419  HISTORY     - UNK      MONUMENTED       USGS
 FO0419  HISTORY     - 1957     GOOD             NGS
 FO0419
 FO0419                          STATION DESCRIPTION
 FO0419
 FO0419'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 FO0419'7.15 MI S FROM CUBA.
 FO0419'ABOUT 2.45 MILES SOUTH ALONG STATE HIGHWAY 44 FROM THE BRIDGE OVER THE
 FO0419'RIO PUERCO AT CUBA,THENCE 0.7 MILE WEST ALONG A DIRT ROAD, THENCE 4.0
 FO0419'MILES SOUTH ALONG A DIRT ROAD, ABOUT 1.2 MILES SOUTH OF AN OLD HOUSE,
 FO0419'IN SECTION 30, T. 20 N., R. 1 W., 0.3 MILE SOUTH OF AN OLD WOODEN
 FO0419'BRIDGE,140 YARDS EAST OF AN ABANDONED ROAD, 28 FEET SOUTHEAST OF A
 FO0419'TRAIL ROAD, 170 FEET SOUTHWEST OF A TELEPHONE LINE, 160 FEET NORTHEAST
 FO0419'OF A POWER POLE,1 1/2  FEET NORTHWEST OF A WHITE WOODEN WITNESS POST,
 FO0419'A CAP ON A 3 1/3-INCH IRON PIPE WHICH PROJECTS 12 INCHES. NOTE-- THIS
 FO0419'MARK IS ABOUT 1.2 MILES SOUTH-SOUTHWEST ACROSS VERY ROUGH RANGE LAND
 FO0419'FROM BENCH MARK Q 299.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0175 ***********************************************************************
 EQ0175  DESIGNATION -  952
 EQ0175  PID         -  EQ0175
 EQ0175  STATE/COUNTY-  NM/SOCORRO
 EQ0175  USGS QUAD   -  ABEYTAS (1979)
 EQ0175
 EQ0175                         *CURRENT SURVEY CONTROL
 EQ0175  ___________________________________________________________________
 EQ0175* NAD 83(1986)-  34 23 18.     (N)    106 50 57.     (W)     SCALED    
 EQ0175* NAVD 88     -      1439.590  (meters)    4723.05   (feet)  ADJUSTED  
 EQ0175  ___________________________________________________________________
 EQ0175  GEOID HEIGHT-         -21.82  (meters)                     GEOID03
 EQ0175  DYNAMIC HT  -        1437.590 (meters)    4716.49  (feet)  COMP
 EQ0175  MODELED GRAV-     979,197.0   (mgal)                       NAVD 88
 EQ0175
 EQ0175  VERT ORDER  -  FIRST     CLASS II
 EQ0175
 EQ0175.The horizontal coordinates were scaled from a topographic map and have
 EQ0175.an estimated accuracy of +/- 6 seconds.
 EQ0175
 EQ0175.The orthometric height was determined by differential leveling
 EQ0175.and adjusted by the National Geodetic Survey in June 1991..
 EQ0175
 EQ0175.The geoid height was determined by GEOID03.
 EQ0175
 EQ0175.The dynamic height is computed by dividing the NAVD 88
 EQ0175.geopotential number by the normal gravity value computed on the
 EQ0175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0175.degrees latitude (g = 980.6199 gals.).
 EQ0175
 EQ0175.The modeled gravity was interpolated from observed gravity values.
 EQ0175
 EQ0175;                    North         East    Units  Estimated Accuracy
 EQ0175;SPC NM C     -   375,890.      444,900.      MT  (+/- 180 meters Scaled)
 EQ0175
 EQ0175                          SUPERSEDED SURVEY CONTROL
 EQ0175
 EQ0175  NGVD 29 (??/??/92) 1438.853  (m)         4720.64   (f) ADJ UNCH    1 2
 EQ0175
 EQ0175.Superseded values are not recommended for survey control.
 EQ0175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0175.See file dsdata.txt to determine how the superseded data were derived.
 EQ0175
 EQ0175_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU300067(NAD 83)
 EQ0175_MARKER: DD = SURVEY DISK
 EQ0175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EQ0175_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EQ0175_STAMPING: 952 1951
 EQ0175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EQ0175+STABILITY: SURFACE MOTION
 EQ0175
 EQ0175  HISTORY     - Date     Condition        Report By
 EQ0175  HISTORY     - 1951     MONUMENTED       BOR
 EQ0175  HISTORY     - 1951     GOOD             NGS
 EQ0175
 EQ0175                          STATION DESCRIPTION
 EQ0175
 EQ0175'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 EQ0175'1.5 MI N FROM LA JOYA.
 EQ0175'1.5 MILES NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD FROM
 EQ0175'THE STATION SIGN AT LA JOYA, 90 FEET WEST OF MILEPOST 952, 46 FEET
 EQ0175'WEST OF THE WEST RAIL, 1.8 FEET EAST OF A FENCE, 2 FEET NORTH OF A
 EQ0175'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3
 EQ0175'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0177 ***********************************************************************
 EQ0177  DESIGNATION -  953
 EQ0177  PID         -  EQ0177
 EQ0177  STATE/COUNTY-  NM/SOCORRO
 EQ0177  USGS QUAD   -  ABEYTAS (1979)
 EQ0177
 EQ0177                         *CURRENT SURVEY CONTROL
 EQ0177  ___________________________________________________________________
 EQ0177* NAD 83(1986)-  34 22 30.     (N)    106 51 21.     (W)     SCALED    
 EQ0177* NAVD 88     -      1437.579  (meters)    4716.46   (feet)  ADJUSTED  
 EQ0177  ___________________________________________________________________
 EQ0177  GEOID HEIGHT-         -21.82  (meters)                     GEOID03
 EQ0177  DYNAMIC HT  -        1435.580 (meters)    4709.90  (feet)  COMP
 EQ0177  MODELED GRAV-     979,195.8   (mgal)                       NAVD 88
 EQ0177
 EQ0177  VERT ORDER  -  FIRST     CLASS II
 EQ0177
 EQ0177.The horizontal coordinates were scaled from a topographic map and have
 EQ0177.an estimated accuracy of +/- 6 seconds.
 EQ0177
 EQ0177.The orthometric height was determined by differential leveling
 EQ0177.and adjusted by the National Geodetic Survey in June 1991..
 EQ0177
 EQ0177.The geoid height was determined by GEOID03.
 EQ0177
 EQ0177.The dynamic height is computed by dividing the NAVD 88
 EQ0177.geopotential number by the normal gravity value computed on the
 EQ0177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0177.degrees latitude (g = 980.6199 gals.).
 EQ0177
 EQ0177.The modeled gravity was interpolated from observed gravity values.
 EQ0177
 EQ0177;                    North         East    Units  Estimated Accuracy
 EQ0177;SPC NM C     -   374,410.      444,280.      MT  (+/- 180 meters Scaled)
 EQ0177
 EQ0177                          SUPERSEDED SURVEY CONTROL
 EQ0177
 EQ0177  NGVD 29 (??/??/92) 1436.841  (m)         4714.04   (f) ADJ UNCH    1 2
 EQ0177
 EQ0177.Superseded values are not recommended for survey control.
 EQ0177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0177.See file dsdata.txt to determine how the superseded data were derived.
 EQ0177
 EQ0177_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU293052(NAD 83)
 EQ0177_MARKER: DD = SURVEY DISK
 EQ0177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EQ0177_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EQ0177_STAMPING: 953 1951
 EQ0177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EQ0177+STABILITY: SURFACE MOTION
 EQ0177
 EQ0177  HISTORY     - Date     Condition        Report By
 EQ0177  HISTORY     - 1951     MONUMENTED       BOR
 EQ0177  HISTORY     - 1951     GOOD             NGS
 EQ0177
 EQ0177                          STATION DESCRIPTION
 EQ0177
 EQ0177'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 EQ0177'0.5 MI N FROM LA JOYA.
 EQ0177'0.5 MILE NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD FROM
 EQ0177'THE STATION SIGN AT LA JOYA, 21.7 FEET SOUTHWEST OF MILEPOST 953, 45
 EQ0177'FEET WEST OF THE WEST RAIL, 1.6 FEET EAST OF A FENCE, 1 FOOT SOUTH OF
 EQ0177'A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3
 EQ0177'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0178 ***********************************************************************
 EQ0178  DESIGNATION -  954
 EQ0178  PID         -  EQ0178
 EQ0178  STATE/COUNTY-  NM/SOCORRO
 EQ0178  USGS QUAD   -  LA JOYA (1971)
 EQ0178
 EQ0178                         *CURRENT SURVEY CONTROL
 EQ0178  ___________________________________________________________________
 EQ0178* NAD 83(1986)-  34 21 39.     (N)    106 51 37.     (W)     SCALED    
 EQ0178* NAVD 88     -      1434.518  (meters)    4706.41   (feet)  ADJUSTED  
 EQ0178  ___________________________________________________________________
 EQ0178  GEOID HEIGHT-         -21.81  (meters)                     GEOID03
 EQ0178  DYNAMIC HT  -        1432.523 (meters)    4699.87  (feet)  COMP
 EQ0178  MODELED GRAV-     979,195.5   (mgal)                       NAVD 88
 EQ0178
 EQ0178  VERT ORDER  -  FIRST     CLASS II
 EQ0178
 EQ0178.The horizontal coordinates were scaled from a topographic map and have
 EQ0178.an estimated accuracy of +/- 6 seconds.
 EQ0178
 EQ0178.The orthometric height was determined by differential leveling
 EQ0178.and adjusted by the National Geodetic Survey in June 1991..
 EQ0178
 EQ0178.The geoid height was determined by GEOID03.
 EQ0178
 EQ0178.The dynamic height is computed by dividing the NAVD 88
 EQ0178.geopotential number by the normal gravity value computed on the
 EQ0178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0178.degrees latitude (g = 980.6199 gals.).
 EQ0178
 EQ0178.The modeled gravity was interpolated from observed gravity values.
 EQ0178
 EQ0178;                    North         East    Units  Estimated Accuracy
 EQ0178;SPC NM C     -   372,840.      443,860.      MT  (+/- 180 meters Scaled)
 EQ0178
 EQ0178                          SUPERSEDED SURVEY CONTROL
 EQ0178
 EQ0178  NGVD 29 (??/??/92) 1433.780  (m)         4703.99   (f) ADJ UNCH    1 2
 EQ0178
 EQ0178.Superseded values are not recommended for survey control.
 EQ0178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0178.See file dsdata.txt to determine how the superseded data were derived.
 EQ0178
 EQ0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU289037(NAD 83)
 EQ0178_MARKER: DD = SURVEY DISK
 EQ0178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EQ0178_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EQ0178_STAMPING: 954 1951
 EQ0178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EQ0178+STABILITY: SURFACE MOTION
 EQ0178
 EQ0178  HISTORY     - Date     Condition        Report By
 EQ0178  HISTORY     - 1951     MONUMENTED       BOR
 EQ0178  HISTORY     - 1951     GOOD             NGS
 EQ0178
 EQ0178                          STATION DESCRIPTION
 EQ0178
 EQ0178'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 EQ0178'0.5 MI S FROM LA JOYA.
 EQ0178'0.5 MILE SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD FROM
 EQ0178'THE STATION SIGN AT LA JOYA, 19.5 FEET WEST OF MILEPOST 954, 47 FEET
 EQ0178'WEST OF THE WEST RAIL, 1.4 FEET EAST OF A FENCE, 2 FEET NORTH OF A
 EQ0178'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.1
 EQ0178'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0179 ***********************************************************************
 EQ0179  DESIGNATION -  955
 EQ0179  PID         -  EQ0179
 EQ0179  STATE/COUNTY-  NM/SOCORRO
 EQ0179  USGS QUAD   -  LA JOYA (1971)
 EQ0179
 EQ0179                         *CURRENT SURVEY CONTROL
 EQ0179  ___________________________________________________________________
 EQ0179* NAD 83(1986)-  34 20 47.     (N)    106 51 45.     (W)     SCALED    
 EQ0179* NAVD 88     -      1434.214  (meters)    4705.42   (feet)  ADJUSTED  
 EQ0179  ___________________________________________________________________
 EQ0179  GEOID HEIGHT-         -21.81  (meters)                     GEOID03
 EQ0179  DYNAMIC HT  -        1432.221 (meters)    4698.88  (feet)  COMP
 EQ0179  MODELED GRAV-     979,196.3   (mgal)                       NAVD 88
 EQ0179
 EQ0179  VERT ORDER  -  FIRST     CLASS II
 EQ0179
 EQ0179.The horizontal coordinates were scaled from a topographic map and have
 EQ0179.an estimated accuracy of +/- 6 seconds.
 EQ0179
 EQ0179.The orthometric height was determined by differential leveling
 EQ0179.and adjusted by the National Geodetic Survey in June 1991..
 EQ0179
 EQ0179.The geoid height was determined by GEOID03.
 EQ0179
 EQ0179.The dynamic height is computed by dividing the NAVD 88
 EQ0179.geopotential number by the normal gravity value computed on the
 EQ0179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0179.degrees latitude (g = 980.6199 gals.).
 EQ0179
 EQ0179.The modeled gravity was interpolated from observed gravity values.
 EQ0179
 EQ0179;                    North         East    Units  Estimated Accuracy
 EQ0179;SPC NM C     -   371,240.      443,650.      MT  (+/- 180 meters Scaled)
 EQ0179
 EQ0179                          SUPERSEDED SURVEY CONTROL
 EQ0179
 EQ0179  NGVD 29 (??/??/92) 1433.478  (m)         4703.00   (f) ADJ UNCH    1 2
 EQ0179
 EQ0179.Superseded values are not recommended for survey control.
 EQ0179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0179.See file dsdata.txt to determine how the superseded data were derived.
 EQ0179
 EQ0179_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU286021(NAD 83)
 EQ0179_MARKER: DD = SURVEY DISK
 EQ0179_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EQ0179_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EQ0179_STAMPING: 955 1951
 EQ0179_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EQ0179+STABILITY: SURFACE MOTION
 EQ0179
 EQ0179  HISTORY     - Date     Condition        Report By
 EQ0179  HISTORY     - 1951     MONUMENTED       BOR
 EQ0179  HISTORY     - 1951     GOOD             NGS
 EQ0179
 EQ0179                          STATION DESCRIPTION
 EQ0179
 EQ0179'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 EQ0179'1.5 MI S FROM LA JOYA.
 EQ0179'1.5 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD FROM
 EQ0179'THE STATION AT LA JOYA, AT MILEPOST 955, 34 FEET WEST OF THE WEST
 EQ0179'RAIL, 15 FEET EAST OF A FENCE, 2.4 FEET NORTH OF A WITNESS POST, 5.5
 EQ0179'FEET WEST OF MILEPOST 955, SET IN THE TOP OF A CONCRETE POST WHICH
 EQ0179'PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0180 ***********************************************************************
 EQ0180  DESIGNATION -  956
 EQ0180  PID         -  EQ0180
 EQ0180  STATE/COUNTY-  NM/SOCORRO
 EQ0180  USGS QUAD   -  LA JOYA (1971)
 EQ0180
 EQ0180                         *CURRENT SURVEY CONTROL
 EQ0180  ___________________________________________________________________
 EQ0180* NAD 83(1986)-  34 19 56.     (N)    106 51 43.     (W)     SCALED    
 EQ0180* NAVD 88     -      1432.543  (meters)    4699.93   (feet)  ADJUSTED  
 EQ0180  ___________________________________________________________________
 EQ0180  GEOID HEIGHT-         -21.80  (meters)                     GEOID03
 EQ0180  DYNAMIC HT  -        1430.551 (meters)    4693.40  (feet)  COMP
 EQ0180  MODELED GRAV-     979,195.9   (mgal)                       NAVD 88
 EQ0180
 EQ0180  VERT ORDER  -  FIRST     CLASS II
 EQ0180
 EQ0180.The horizontal coordinates were scaled from a topographic map and have
 EQ0180.an estimated accuracy of +/- 6 seconds.
 EQ0180
 EQ0180.The orthometric height was determined by differential leveling
 EQ0180.and adjusted by the National Geodetic Survey in June 1991..
 EQ0180
 EQ0180.The geoid height was determined by GEOID03.
 EQ0180
 EQ0180.The dynamic height is computed by dividing the NAVD 88
 EQ0180.geopotential number by the normal gravity value computed on the
 EQ0180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0180.degrees latitude (g = 980.6199 gals.).
 EQ0180
 EQ0180.The modeled gravity was interpolated from observed gravity values.
 EQ0180
 EQ0180;                    North         East    Units  Estimated Accuracy
 EQ0180;SPC NM C     -   369,670.      443,690.      MT  (+/- 180 meters Scaled)
 EQ0180
 EQ0180                          SUPERSEDED SURVEY CONTROL
 EQ0180
 EQ0180  NGVD 29 (??/??/92) 1431.806  (m)         4697.52   (f) ADJ UNCH    1 2
 EQ0180
 EQ0180.Superseded values are not recommended for survey control.
 EQ0180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0180.See file dsdata.txt to determine how the superseded data were derived.
 EQ0180
 EQ0180_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU287005(NAD 83)
 EQ0180_MARKER: DD = SURVEY DISK
 EQ0180_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EQ0180_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EQ0180_STAMPING: 956 1951
 EQ0180_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EQ0180+STABILITY: SURFACE MOTION
 EQ0180
 EQ0180  HISTORY     - Date     Condition        Report By
 EQ0180  HISTORY     - 1951     MONUMENTED       BOR
 EQ0180  HISTORY     - 1951     GOOD             NGS
 EQ0180
 EQ0180                          STATION DESCRIPTION
 EQ0180
 EQ0180'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 EQ0180'2.5 MI S FROM LA JOYA.
 EQ0180'2.5 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD FROM
 EQ0180'THE STATION SIGN AT LA JOYA, AT MILEPOST 956, 49 FEET WEST OF THE WEST
 EQ0180'RAIL, 7 FEET EAST OF A FENCE, 2 FEET NORTH OF A WITNESS POST, SET IN
 EQ0180'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0181 ***********************************************************************
 EQ0181  DESIGNATION -  957+5
 EQ0181  PID         -  EQ0181
 EQ0181  STATE/COUNTY-  NM/SOCORRO
 EQ0181  USGS QUAD   -  LA JOYA (1971)
 EQ0181
 EQ0181                         *CURRENT SURVEY CONTROL
 EQ0181  ___________________________________________________________________
 EQ0181* NAD 83(1986)-  34 18 55.     (N)    106 51 40.     (W)     SCALED    
 EQ0181* NAVD 88     -      1431.678  (meters)    4697.10   (feet)  ADJUSTED  
 EQ0181  ___________________________________________________________________
 EQ0181  GEOID HEIGHT-         -21.80  (meters)                     GEOID03
 EQ0181  DYNAMIC HT  -        1429.686 (meters)    4690.56  (feet)  COMP
 EQ0181  MODELED GRAV-     979,195.2   (mgal)                       NAVD 88
 EQ0181
 EQ0181  VERT ORDER  -  FIRST     CLASS II
 EQ0181
 EQ0181.The horizontal coordinates were scaled from a topographic map and have
 EQ0181.an estimated accuracy of +/- 6 seconds.
 EQ0181
 EQ0181.The orthometric height was determined by differential leveling
 EQ0181.and adjusted by the National Geodetic Survey in June 1991..
 EQ0181
 EQ0181.The geoid height was determined by GEOID03.
 EQ0181
 EQ0181.The dynamic height is computed by dividing the NAVD 88
 EQ0181.geopotential number by the normal gravity value computed on the
 EQ0181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0181.degrees latitude (g = 980.6199 gals.).
 EQ0181
 EQ0181.The modeled gravity was interpolated from observed gravity values.
 EQ0181
 EQ0181;                    North         East    Units  Estimated Accuracy
 EQ0181;SPC NM C     -   367,790.      443,760.      MT  (+/- 180 meters Scaled)
 EQ0181
 EQ0181                          SUPERSEDED SURVEY CONTROL
 EQ0181
 EQ0181  NGVD 29 (??/??/92) 1430.940  (m)         4694.68   (f) ADJ UNCH    1 2
 EQ0181
 EQ0181.Superseded values are not recommended for survey control.
 EQ0181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0181.See file dsdata.txt to determine how the superseded data were derived.
 EQ0181
 EQ0181_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT287986(NAD 83)
 EQ0181_MARKER: DD = SURVEY DISK
 EQ0181_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EQ0181_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EQ0181_STAMPING: 957 + 5 1951
 EQ0181_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EQ0181+STABILITY: SURFACE MOTION
 EQ0181
 EQ0181  HISTORY     - Date     Condition        Report By
 EQ0181  HISTORY     - 1951     MONUMENTED       BOR
 EQ0181  HISTORY     - 1951     GOOD             NGS
 EQ0181
 EQ0181                          STATION DESCRIPTION
 EQ0181
 EQ0181'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 EQ0181'3.6 MI S FROM LA JOYA.
 EQ0181'3.6 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD FROM
 EQ0181'THE STATION SIGN AT LA JOYA, 5 POLES SOUTH OF MILEPOST 957, 49 FEET
 EQ0181'EAST OF THE EAST RAIL, 1 FOOT WEST OF A FENCE, 1.4 FEET NORTH OF A
 EQ0181'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.1
 EQ0181'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0183 ***********************************************************************
 EQ0183  DESIGNATION -  958+7
 EQ0183  PID         -  EQ0183
 EQ0183  STATE/COUNTY-  NM/SOCORRO
 EQ0183  USGS QUAD   -  LA JOYA (1971)
 EQ0183
 EQ0183                         *CURRENT SURVEY CONTROL
 EQ0183  ___________________________________________________________________
 EQ0183* NAD 83(1986)-  34 18 07.     (N)    106 51 15.     (W)     SCALED    
 EQ0183* NAVD 88     -      1431.580  (meters)    4696.78   (feet)  ADJUSTED  
 EQ0183  ___________________________________________________________________
 EQ0183  GEOID HEIGHT-         -21.79  (meters)                     GEOID03
 EQ0183  DYNAMIC HT  -        1429.589 (meters)    4690.24  (feet)  COMP
 EQ0183  MODELED GRAV-     979,195.0   (mgal)                       NAVD 88
 EQ0183
 EQ0183  VERT ORDER  -  FIRST     CLASS II
 EQ0183
 EQ0183.The horizontal coordinates were scaled from a topographic map and have
 EQ0183.an estimated accuracy of +/- 6 seconds.
 EQ0183
 EQ0183.The orthometric height was determined by differential leveling
 EQ0183.and adjusted by the National Geodetic Survey in June 1991..
 EQ0183
 EQ0183.The geoid height was determined by GEOID03.
 EQ0183
 EQ0183.The dynamic height is computed by dividing the NAVD 88
 EQ0183.geopotential number by the normal gravity value computed on the
 EQ0183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0183.degrees latitude (g = 980.6199 gals.).
 EQ0183
 EQ0183.The modeled gravity was interpolated from observed gravity values.
 EQ0183
 EQ0183;                    North         East    Units  Estimated Accuracy
 EQ0183;SPC NM C     -   366,310.      444,390.      MT  (+/- 180 meters Scaled)
 EQ0183
 EQ0183                          SUPERSEDED SURVEY CONTROL
 EQ0183
 EQ0183  NGVD 29 (??/??/92) 1430.842  (m)         4694.35   (f) ADJ UNCH    1 2
 EQ0183
 EQ0183.Superseded values are not recommended for survey control.
 EQ0183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0183.See file dsdata.txt to determine how the superseded data were derived.
 EQ0183
 EQ0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT293971(NAD 83)
 EQ0183_MARKER: DD = SURVEY DISK
 EQ0183_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EQ0183_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EQ0183_STAMPING: 958 + 7 1951
 EQ0183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EQ0183+STABILITY: SURFACE MOTION
 EQ0183
 EQ0183  HISTORY     - Date     Condition        Report By
 EQ0183  HISTORY     - 1951     MONUMENTED       BOR
 EQ0183  HISTORY     - 1951     GOOD             NGS
 EQ0183
 EQ0183                          STATION DESCRIPTION
 EQ0183
 EQ0183'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 EQ0183'5.1 MI N FROM SAN ACACIA.
 EQ0183'5.1 MILES NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD FROM
 EQ0183'THE DIVERSION DAM AT SAN ACACIA, 7 POLES SOUTH OF MILEPOST 958, 4
 EQ0183'RAILS SOUTH OF BRIDGE 958 A, 19 FEET WEST OF THE WEST RAIL, 1.4 FEET
 EQ0183'EAST OF A FENCE, 2 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A
 EQ0183'CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0184 ***********************************************************************
 EQ0184  DESIGNATION -  959+7
 EQ0184  PID         -  EQ0184
 EQ0184  STATE/COUNTY-  NM/SOCORRO
 EQ0184  USGS QUAD   -  LA JOYA (1971)
 EQ0184
 EQ0184                         *CURRENT SURVEY CONTROL
 EQ0184  ___________________________________________________________________
 EQ0184* NAD 83(1986)-  34 17 29.     (N)    106 50 34.     (W)     SCALED    
 EQ0184* NAVD 88     -      1431.507  (meters)    4696.54   (feet)  ADJUSTED  
 EQ0184  ___________________________________________________________________
 EQ0184  GEOID HEIGHT-         -21.77  (meters)                     GEOID03
 EQ0184  DYNAMIC HT  -        1429.513 (meters)    4689.99  (feet)  COMP
 EQ0184  MODELED GRAV-     979,193.7   (mgal)                       NAVD 88
 EQ0184
 EQ0184  VERT ORDER  -  FIRST     CLASS II
 EQ0184
 EQ0184.The horizontal coordinates were scaled from a topographic map and have
 EQ0184.an estimated accuracy of +/- 6 seconds.
 EQ0184
 EQ0184.The orthometric height was determined by differential leveling
 EQ0184.and adjusted by the National Geodetic Survey in June 1991..
 EQ0184
 EQ0184.The geoid height was determined by GEOID03.
 EQ0184
 EQ0184.The dynamic height is computed by dividing the NAVD 88
 EQ0184.geopotential number by the normal gravity value computed on the
 EQ0184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0184.degrees latitude (g = 980.6199 gals.).
 EQ0184
 EQ0184.The modeled gravity was interpolated from observed gravity values.
 EQ0184
 EQ0184;                    North         East    Units  Estimated Accuracy
 EQ0184;SPC NM C     -   365,130.      445,430.      MT  (+/- 180 meters Scaled)
 EQ0184
 EQ0184                          SUPERSEDED SURVEY CONTROL
 EQ0184
 EQ0184  NGVD 29 (??/??/92) 1430.767  (m)         4694.11   (f) ADJ UNCH    1 2
 EQ0184
 EQ0184.Superseded values are not recommended for survey control.
 EQ0184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0184.See file dsdata.txt to determine how the superseded data were derived.
 EQ0184
 EQ0184_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT303960(NAD 83)
 EQ0184_MARKER: DD = SURVEY DISK
 EQ0184_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EQ0184_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EQ0184_STAMPING: 959 + 7 1951
 EQ0184_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EQ0184+STABILITY: SURFACE MOTION
 EQ0184
 EQ0184  HISTORY     - Date     Condition        Report By
 EQ0184  HISTORY     - 1951     MONUMENTED       BOR
 EQ0184  HISTORY     - 1951     GOOD             NGS
 EQ0184
 EQ0184                          STATION DESCRIPTION
 EQ0184
 EQ0184'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 EQ0184'4.1 MI N FROM SAN ACACIA.
 EQ0184'4.1 MILES NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD FROM
 EQ0184'THE DIVERSION DAM AT SAN ACACIA, 6 1/2 POLES SOUTH OF MILEPOST 959, 48
 EQ0184'FEET WEST OF THE WEST RAIL, 1.6 FEET EAST OF A FENCE, 2 FEET NORTH OF
 EQ0184'A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6
 EQ0184'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0192 ***********************************************************************
 EQ0192  DESIGNATION -  962+6
 EQ0192  PID         -  EQ0192
 EQ0192  STATE/COUNTY-  NM/SOCORRO
 EQ0192  USGS QUAD   -  LA JOYA (1971)
 EQ0192
 EQ0192                         *CURRENT SURVEY CONTROL
 EQ0192  ___________________________________________________________________
 EQ0192* NAD 83(1986)-  34 15 58.     (N)    106 52 27.     (W)     SCALED    
 EQ0192* NAVD 88     -      1428.303  (meters)    4686.02   (feet)  ADJUSTED  
 EQ0192  ___________________________________________________________________
 EQ0192  GEOID HEIGHT-         -21.82  (meters)                     GEOID03
 EQ0192  DYNAMIC HT  -        1426.320 (meters)    4679.52  (feet)  COMP
 EQ0192  MODELED GRAV-     979,197.2   (mgal)                       NAVD 88
 EQ0192
 EQ0192  VERT ORDER  -  FIRST     CLASS II
 EQ0192
 EQ0192.The horizontal coordinates were scaled from a topographic map and have
 EQ0192.an estimated accuracy of +/- 6 seconds.
 EQ0192
 EQ0192.The orthometric height was determined by differential leveling
 EQ0192.and adjusted by the National Geodetic Survey in June 1991..
 EQ0192
 EQ0192.The geoid height was determined by GEOID03.
 EQ0192
 EQ0192.The dynamic height is computed by dividing the NAVD 88
 EQ0192.geopotential number by the normal gravity value computed on the
 EQ0192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0192.degrees latitude (g = 980.6199 gals.).
 EQ0192
 EQ0192.The modeled gravity was interpolated from observed gravity values.
 EQ0192
 EQ0192;                    North         East    Units  Estimated Accuracy
 EQ0192;SPC NM C     -   362,350.      442,520.      MT  (+/- 180 meters Scaled)
 EQ0192
 EQ0192                          SUPERSEDED SURVEY CONTROL
 EQ0192
 EQ0192  NGVD 29 (??/??/92) 1427.569  (m)         4683.62   (f) ADJ UNCH    1 2
 EQ0192
 EQ0192.Superseded values are not recommended for survey control.
 EQ0192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0192.See file dsdata.txt to determine how the superseded data were derived.
 EQ0192
 EQ0192_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT274932(NAD 83)
 EQ0192_MARKER: DD = SURVEY DISK
 EQ0192_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EQ0192_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EQ0192_STAMPING: 962+6 1951
 EQ0192_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EQ0192+STABILITY: SURFACE MOTION
 EQ0192
 EQ0192  HISTORY     - Date     Condition        Report By
 EQ0192  HISTORY     - 1951     MONUMENTED       BOR
 EQ0192  HISTORY     - 1951     GOOD             NGS
 EQ0192
 EQ0192                          STATION DESCRIPTION
 EQ0192
 EQ0192'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 EQ0192'1.1 MI N FROM SAN ACACIA.
 EQ0192'1.1 MILES NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD FROM
 EQ0192'THE DIVERSION DAM AT SAN ACACIA, 6 POLES SOUTH OF MILEPOST 962, 44
 EQ0192'FEET WEST OF THE WEST RAIL, 17.6 FEET WEST OF A TELEGRAPH POLE, 2.6
 EQ0192'FEET EAST OF A FENCE, 2.4 FEET NORTH OF A WITNESS POST, SET IN THE TOP
 EQ0192'OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0759 ***********************************************************************
 EQ0759  DESIGNATION -  977 B RESET
 EQ0759  PID         -  EQ0759
 EQ0759  STATE/COUNTY-  NM/SOCORRO
 EQ0759  USGS QUAD   -  SOCORRO (1979)
 EQ0759
 EQ0759                         *CURRENT SURVEY CONTROL
 EQ0759  ___________________________________________________________________
 EQ0759* NAD 83(1992)-  34 02 32.83767(N)    106 53 05.03499(W)     ADJUSTED  
 EQ0759* NAVD 88     -      1411.7    (meters)    4632.     (feet)  VERTCON   
 EQ0759  ___________________________________________________________________
 EQ0759  LAPLACE CORR-          -0.07  (seconds)                    DEFLEC99
 EQ0759  GEOID HEIGHT-         -22.20  (meters)                     GEOID03
 EQ0759
 EQ0759  HORZ ORDER  -  FIRST
 EQ0759
 EQ0759.The horizontal coordinates were established by classical geodetic methods
 EQ0759.and adjusted by the National Geodetic Survey in December 1993..
 EQ0759
 EQ0759.The NAVD 88 height was computed by applying the VERTCON shift value to
 EQ0759.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EQ0759
 EQ0759.The Laplace correction was computed from DEFLEC99 derived deflections.
 EQ0759
 EQ0759.The geoid height was determined by GEOID03.
 EQ0759
 EQ0759;                    North         East     Units Scale Factor Converg.
 EQ0759;SPC NM C     -   337,544.323   441,395.024   MT  0.99994232   -0 21 19.2
 EQ0759;SPC NM C     - 1,107,426.67  1,448,143.51   sFT  0.99994232   -0 21 19.2
 EQ0759;UTM  13      - 3,768,465.517   326,023.921   MT  0.99997312   -1 03 19.3
 EQ0759
 EQ0759!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EQ0759!SPC NM C     -   0.99978192  x   0.99994232  =   0.99972425
 EQ0759!UTM  13      -   0.99978192  x   0.99997312  =   0.99975504
 EQ0759
 EQ0759:                Primary Azimuth Mark                     Grid Az
 EQ0759:SPC NM C     -  977 B AZ MK                              236 55 24.4
 EQ0759:UTM  13      -  977 B AZ MK                              237 37 24.5
 EQ0759
 EQ0759|---------------------------------------------------------------------|
 EQ0759| PID    Reference Object                     Distance      Geod. Az  |
 EQ0759|                                                           dddmmss.s |
 EQ0759| CD1481 977 B AZ MK                                        2363405.2 |
 EQ0759| CD1484 977 B RM 3                                         2441137.6 |
 EQ0759| CD1483 977 B RM 2                            7.498 METERS 25730     |
 EQ0759| EQ0755 SOCORRO MUN WATER SUPPLY SPIPE      APPROX. 3.6 KM 2934238.9 |
 EQ0759| EQ0753 NEW MEX ST SANATORIUM W SPIPE       APPROX. 6.9 KM 3421817.1 |
 EQ0759| EQ0752 NEW MEX ST SANATORIUM E SPIPE       APPROX. 6.9 KM 3422540.2 |
 EQ0759| CD1482 977 B RM 1                            7.588 METERS 34852     |
 EQ0759|---------------------------------------------------------------------|
 EQ0759
 EQ0759                          SUPERSEDED SURVEY CONTROL
 EQ0759
 EQ0759  NAD 83(1986)-  34 02 32.84438(N)    106 53 05.03678(W) AD(       ) 1
 EQ0759  NAD 27      -  34 02 32.60170(N)    106 53 02.93030(W) AD(       ) 1
 EQ0759  NGVD 29 (07/19/86) 1411.0    (m)         4629.     (f) VERT ANG       
 EQ0759
 EQ0759.Superseded values are not recommended for survey control.
 EQ0759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0759.See file dsdata.txt to determine how the superseded data were derived.
 EQ0759
 EQ0759_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT2602468466(NAD 83)
 EQ0759_MARKER: DS = TRIANGULATION STATION DISK
 EQ0759_SETTING: 0 = UNSPECIFIED SETTING
 EQ0759_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EQ0759+SATELLITE: SATELLITE OBSERVATIONS - September 08, 2006
 EQ0759
 EQ0759  HISTORY     - Date     Condition        Report By
 EQ0759  HISTORY     - 1973     MONUMENTED       NGS
 EQ0759  HISTORY     - 20060908 GOOD             GEOCAC
 EQ0759
 EQ0759                          STATION DESCRIPTION
 EQ0759
 EQ0759'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (LFS)
 EQ0759'THE STATION MARK WAS FOUND BROKEN WITH DISK REMOVED, REFERENCE
 EQ0759'MARKS 1 AND 2 WERE IN GOOD CONDITION.  THE 1954 AZIMUTH MARK
 EQ0759'WAS RECOVERED AND FOUND TO BE OBSTRUCTED.  A NEW STATION MARK
 EQ0759'AND UNDERGROUND STATION WERE SET ON ORIGINAL POSITION.
 EQ0759'
 EQ0759'THE STATION MARK IS A STANDARD DISK STAMPED, 977B USBR 1954
 EQ0759'1973.  IT IS SET IN THE TOP OF A 12 INCH CONCRETE MONUMENT
 EQ0759'WHICH IS ABOUT 2 INCHES BELOW THE GROUND SURFACE.  IT IS 25
 EQ0759'YARDS WEST OF THE MESA RIM AND 6-1/2 FEET WEST OF THE WITNESS
 EQ0759'POST.
 EQ0759'
 EQ0759'REFERENCE MARKS 1 AND 2 ARE AS DESCRIBED IN 1954.
 EQ0759'
 EQ0759'REFERENCE MARK 3 IS A STANDARD DISK SET IN A DRILL HOLE IN
 EQ0759'THE SOUTHEAST HEADWALL OF GUARD RAIL ABUTMENT OF I-25
 EQ0759'BRIDGE.  THE MARK SHOULD BE REACHED BY WALKING FROM THE
 EQ0759'STATION.  (NO PARKING IN VICINITY OF MARK) THE MARK IS STAMPED,
 EQ0759'977B USBR NO 3 1954 1973.
 EQ0759'
 EQ0759'TO REACH THE MARK FROM THE POST OFFICE IN SOCORRO GO SOUTH
 EQ0759'ALONG THE MAIN STREET (U.S. HIGHWAYS 60 AND 85) FOR 0.7 MILE
 EQ0759'TO A SIDE STREET ON LEFT.  TURN LEFT AND GO EAST AND SOUTH
 EQ0759'ALONG THE WINDING STREET FOR 0.25 MILE TO AN I-25 OVERPASS.  PASS
 EQ0759'UNDER THE OVERPASS AND CONTINUE SOUTH FOR 0.55 MILE TO A
 EQ0759'PARKING AREA ON THE RIGHT WHICH IS JUST PAST AN IRRIGATION
 EQ0759'DITCH.  PACK SOUTHWEST FOR ABOUT 50 YARDS TO THE TOP OF THE
 EQ0759'MESA AND THE STATION.
 EQ0759'
 EQ0759'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 EQ0759'
 EQ0759'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 EQ0759'1 MILE SOUTHEAST OF SOCORRO.
 EQ0759
 EQ0759                          STATION RECOVERY (2006)
 EQ0759
 EQ0759'RECOVERY NOTE BY GEOCACHING 2006 (BMC)
 EQ0759'THE STATION AND ALL REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 EQ0759'THE STATION WAS 3 IN. BELOW GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS1319 ***********************************************************************
 DS1319  DESIGNATION -  982 A 2 T
 DS1319  PID         -  DS1319
 DS1319  STATE/COUNTY-  NM/SOCORRO
 DS1319  USGS QUAD   -  LUIS LOPEZ (1982)
 DS1319
 DS1319                         *CURRENT SURVEY CONTROL
 DS1319  ___________________________________________________________________
 DS1319* NAD 83(1992)-  33 58 51.90330(N)    106 53 10.13585(W)     ADJUSTED  
 DS1319* NAVD 88     -      1395.     (meters)    4577.     (feet)  VERTCON   
 DS1319  ___________________________________________________________________
 DS1319  LAPLACE CORR-          -1.18  (seconds)                    DEFLEC99
 DS1319  GEOID HEIGHT-         -22.32  (meters)                     GEOID03
 DS1319
 DS1319  HORZ ORDER  -  SECOND
 DS1319
 DS1319.The horizontal coordinates were established by classical geodetic methods
 DS1319.and adjusted by the National Geodetic Survey in December 1993..
 DS1319
 DS1319.The NAVD 88 height was computed by applying the VERTCON shift value to
 DS1319.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DS1319
 DS1319.The Laplace correction was computed from DEFLEC99 derived deflections.
 DS1319
 DS1319.The geoid height was determined by GEOID03.
 DS1319
 DS1319;                    North         East     Units Scale Factor Converg.
 DS1319;SPC NM C     -   330,738.265   441,221.923   MT  0.99994258   -0 21 20.0
 DS1319;SPC NM C     - 1,085,097.12  1,447,575.59   sFT  0.99994258   -0 21 20.0
 DS1319;UTM  13      - 3,761,661.867   325,767.739   MT  0.99997423   -1 03 16.1
 DS1319
 DS1319!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS1319!SPC NM C     -   0.99978460  x   0.99994258  =   0.99972719
 DS1319!UTM  13      -   0.99978460  x   0.99997423  =   0.99975884
 DS1319
 DS1319                          SUPERSEDED SURVEY CONTROL
 DS1319
 DS1319  NAD 83(1986)-  33 58 51.91010(N)    106 53 10.13773(W) AD(       ) 2
 DS1319  NAD 27      -  33 58 51.66850(N)    106 53 08.03570(W) AD(       ) 2
 DS1319  NGVD 29 (07/19/86) 1394.     (m)         4573.     (f) VERT ANG       
 DS1319
 DS1319.Superseded values are not recommended for survey control.
 DS1319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS1319.See file dsdata.txt to determine how the superseded data were derived.
 DS1319
 DS1319_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT2576861662(NAD 83)
 DS1319_MARKER: DB = BENCH MARK DISK
 DS1319_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS1319_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS1319_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS1319+STABILITY: SURFACE MOTION
 DS1319
 DS1319  HISTORY     - Date     Condition        Report By
 DS1319  HISTORY     - 1954     MONUMENTED       BOR
 DS1319
 DS1319                          STATION DESCRIPTION
 DS1319
 DS1319'DESCRIBED BY US BUREAU OF RECLAMATION 1954 (WRH)
 DS1319'THE MARK IS A STANDARD U.S. BUREAU OF RECLAMATION BENCH MARK
 DS1319'DISK, UNSTAMPED, CEMENTED IN THE TOP OF A CONCRETE CYLINDER 6
 DS1319'INCHES IN DIAMETER, PROJECTING 6 INCHES FROM THE GROUND.  IT IS
 DS1319'94.855 METERS, 311.204 FEET, FROM TRIANGULATION STATION LOPEZ
 DS1319'N 22 DEG 06 MIN W, 58 FEET NORTHEAST OF THE
 DS1319'CENTER LINE OF OLD U.S. HIGHWAY 85, 3/4 MILE SOUTH OF THE
 DS1319'VILLAGE OF LUIS LOPEZ, AND 28 FEET NORTHEAST OF A
 DS1319'NORTHWEST-SOUTHEAST FENCELINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0925 ***********************************************************************
 EQ0925  DESIGNATION -  984 E
 EQ0925  PID         -  EQ0925
 EQ0925  STATE/COUNTY-  NM/VALENCIA
 EQ0925  USGS QUAD   -  TOME (1991)
 EQ0925
 EQ0925                         *CURRENT SURVEY CONTROL
 EQ0925  ___________________________________________________________________
 EQ0925* NAD 83(1992)-  34 38 04.36785(N)    106 44 10.14178(W)     ADJUSTED  
 EQ0925* NAVD 88     -      1471.     (meters)    4826.     (feet)  SCALED    
 EQ0925  ___________________________________________________________________
 EQ0925  LAPLACE CORR-           3.34  (seconds)                    DEFLEC99
 EQ0925  GEOID HEIGHT-         -21.84  (meters)                     GEOID03
 EQ0925
 EQ0925  HORZ ORDER  -  SECOND
 EQ0925
 EQ0925.The horizontal coordinates were established by classical geodetic methods
 EQ0925.and adjusted by the National Geodetic Survey in December 1993..
 EQ0925
 EQ0925.The orthometric height was scaled from a topographic map.
 EQ0925
 EQ0925.The Laplace correction was computed from DEFLEC99 derived deflections.
 EQ0925
 EQ0925.The geoid height was determined by GEOID03.
 EQ0925
 EQ0925;                    North         East     Units Scale Factor Converg.
 EQ0925;SPC NM C     -   403,143.356   455,428.068   MT  0.99992448   -0 16 34.7
 EQ0925;SPC NM C     - 1,322,646.16  1,494,183.59   sFT  0.99992448   -0 16 34.7
 EQ0925;SPC NM W     -   403,590.060   930,596.898   MT  1.00004136   +0 37 25.1
 EQ0925;SPC NM W     - 1,324,111.72  3,053,133.32   sFT  1.00004136   +0 37 25.1
 EQ0925;UTM  13      - 3,833,887.434   340,863.560   MT  0.99991214   -0 59 13.0
 EQ0925
 EQ0925!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EQ0925!SPC NM C     -   0.99977261  x   0.99992448  =   0.99969711
 EQ0925!SPC NM W     -   0.99977261  x   1.00004136  =   0.99981396
 EQ0925!UTM  13      -   0.99977261  x   0.99991214  =   0.99968477
 EQ0925
 EQ0925                          SUPERSEDED SURVEY CONTROL
 EQ0925
 EQ0925  NAD 83(1986)-  34 38 04.37307(N)    106 44 10.14164(W) AD(       ) 2
 EQ0925  NAD 27      -  34 38 04.15545(N)    106 44 08.04513(W) AD(       ) 2
 EQ0925
 EQ0925.Superseded values are not recommended for survey control.
 EQ0925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0925.See file dsdata.txt to determine how the superseded data were derived.
 EQ0925
 EQ0925_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU4086433887(NAD 83)
 EQ0925_MARKER: P = PIPE CAP
 EQ0925_SETTING: 0 = UNSPECIFIED SETTING
 EQ0925_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EQ0925
 EQ0925  HISTORY     - Date     Condition        Report By
 EQ0925  HISTORY     - 1954     MONUMENTED       CGS
 EQ0925  HISTORY     - 20050206 MARK NOT FOUND   GEOCAC
 EQ0925
 EQ0925                          STATION DESCRIPTION
 EQ0925
 EQ0925'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (WRH)
 EQ0925'STATION IS LOCATED ABOUT 11 MILES AIRLINE SOUTH OF LOS LUNAS,
 EQ0925'3 MILES SOUTHEAST OF BELEN, AND 1/2 MILE EAST OF THE RIO GRANDE.
 EQ0925'
 EQ0925'AN IRON CAP, STAMPED USSCS 984E, IS SCREWED TO THE TOP OF AN
 EQ0925'IRON PIPE THAT PROJECTS ABOUT 9 INCHES ABOVE THE GROUND.  IT
 EQ0925'IS 100.170 FEET, 30.532 METERS SOUTHWEST OF TRIANGULATION
 EQ0925'STATION SAND.
 EQ0925
 EQ0925                          STATION RECOVERY (2005)
 EQ0925
 EQ0925'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 EQ0925'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS1310 ***********************************************************************
 DS1310  DESIGNATION -  998 1 E
 DS1310  PID         -  DS1310
 DS1310  STATE/COUNTY-  NM/SOCORRO
 DS1310  USGS QUAD   -  INDIAN WELL WILDERNESS (1981)
 DS1310
 DS1310                         *CURRENT SURVEY CONTROL
 DS1310  ___________________________________________________________________
 DS1310* NAD 83(1992)-  33 45 15.82046(N)    106 52 50.48578(W)     ADJUSTED  
 DS1310* NAVD 88     -      1376.     (meters)    4514.     (feet)  VERTCON   
 DS1310  ___________________________________________________________________
 DS1310  LAPLACE CORR-           1.97  (seconds)                    DEFLEC99
 DS1310  GEOID HEIGHT-         -22.56  (meters)                     GEOID03
 DS1310
 DS1310  HORZ ORDER  -  SECOND
 DS1310
 DS1310.The horizontal coordinates were established by classical geodetic methods
 DS1310.and adjusted by the National Geodetic Survey in December 1993..
 DS1310
 DS1310.The NAVD 88 height was computed by applying the VERTCON shift value to
 DS1310.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DS1310
 DS1310.The Laplace correction was computed from DEFLEC99 derived deflections.
 DS1310
 DS1310.The geoid height was determined by GEOID03.
 DS1310
 DS1310;                    North         East     Units Scale Factor Converg.
 DS1310;SPC NM C     -   305,592.662   441,572.026   MT  0.99994207   -0 21 01.6
 DS1310;SPC NM C     - 1,002,598.59  1,448,724.22   sFT  0.99994207   -0 21 01.6
 DS1310;UTM  13      - 3,736,513.065   325,811.996   MT  0.99997406   -1 02 42.9
 DS1310
 DS1310!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS1310!SPC NM C     -   0.99978762  x   0.99994207  =   0.99972970
 DS1310!UTM  13      -   0.99978762  x   0.99997406  =   0.99976169
 DS1310
 DS1310:                Primary Azimuth Mark                     Grid Az
 DS1310:SPC NM C     -  998 1 E AZ MK                            044 22 04.6
 DS1310:UTM  13      -  998 1 E AZ MK                            045 03 45.9
 DS1310
 DS1310|---------------------------------------------------------------------|
 DS1310| PID    Reference Object                     Distance      Geod. Az  |
 DS1310|                                                           dddmmss.s |
 DS1310| CD1485 998 1 E AZ MK                                      0440103.0 |
 DS1310| CD1486 998 1 E RM 1                          7.188 METERS 08432     |
 DS1310| DS1311 R 998 LINE L 2 E                     25.268 METERS 13038     |
 DS1310| CD1487 998 1 E RM 2                         10.750 METERS 18014     |
 DS1310|---------------------------------------------------------------------|
 DS1310
 DS1310                          SUPERSEDED SURVEY CONTROL
 DS1310
 DS1310  NAD 83(1986)-  33 45 15.82788(N)    106 52 50.48824(W) AD(       ) 2
 DS1310  NAD 27      -  33 45 15.59116(N)    106 52 48.39835(W) AD(       ) 2
 DS1310  NGVD 29 (07/19/86) 1375.     (m)         4511.     (f) VERT ANG       
 DS1310
 DS1310.Superseded values are not recommended for survey control.
 DS1310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS1310.See file dsdata.txt to determine how the superseded data were derived.
 DS1310
 DS1310_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT2581236513(NAD 83)
 DS1310_MARKER: P = PIPE CAP
 DS1310_SETTING: 0 = UNSPECIFIED SETTING
 DS1310
 DS1310  HISTORY     - Date     Condition        Report By
 DS1310  HISTORY     - 1954     MONUMENTED       CGS
 DS1310
 DS1310                          STATION DESCRIPTION
 DS1310
 DS1310'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (WRH)
 DS1310'THE STATION IS LOCATED ABOUT 9 MILES, AIRLINE, SOUTH SOUTHWEST
 DS1310'OF SAN ANTONIO, 4.5 MILES NORTHEAST OF THE ABANDONED VILLAGE
 DS1310'OF VAL VERDE AND ON THE WEST EDGE OF A LOW BENCH ON THE
 DS1310'EAST SIDE OF THE RIO GRANDE RIVER.
 DS1310'
 DS1310'THE STATION MARK IS A CAP SCREWED ON THE TOP OF A 1-1/2 IRON
 DS1310'PIPE.  IT IS STAMPED 998 1E U.S. AND IT PROJECTS 15 INCHES.
 DS1310'THE MARK IS 12 FEET EAST OF THE EXTREME WEST EDGE OF THE LOW
 DS1310'BENCH AND 81 FEET WEST OF THE CENTERLINE OF A BLADED ROAD.
 DS1310'
 DS1310'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED 998
 DS1310'1E USBR NO 1 1954 SET IN THE TOP OF A 12 INCH SQUARE CONCRETE
 DS1310'POST WHICH PROJECTS 3 INCHES.  THE MARK IS 63 FEET WEST OF
 DS1310'THE CENTERLINE OF THE BLADED ROAD, 75 FEET WEST OF A NORTH-SOUTH
 DS1310'FENCE LINE AND IT IS ABOUT 1 FOOT HIGHER THAN THE STATION.
 DS1310'
 DS1310'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED 998 1E
 DS1310'USBR NO 2 1954 SET IN THE TOP OF A 12 INCH SQUARE CONCRETE
 DS1310'POST WHICH PROJECTS 3 INCHES.  THE MARK IS 48 FEET WEST
 DS1310'OF THE CENTERLINE OF THE BLADED ROAD, 60 FEET WEST OF THE
 DS1310'NORTH-SOUTH FENCE LINE AND IT IS ABOUT 1 FOOT HIGHER THAN
 DS1310'THE STATION.
 DS1310'
 DS1310'R 998 LINE L 2E IS A CAP SCREWED ON THE TOP OF A 1-1/2 INCH
 DS1310'IRON PIPE WHICH IS FLUSH WITH THE GROUND.  IT IS STAMPED
 DS1310'R 998 LINE L 2E.  THE MARK IS 9 FEET EAST OF THE CENTERLINE
 DS1310'OF THE BLADED ROAD, 2 FEET WEST OF THE NORTH-SOUTH FENCE
 DS1310'LINE AND IT IS ABOUT 4 FEET HIGHER THAN THE STATION.
 DS1310'
 DS1310'THE AZIMUTH MARK IS A STANDARD DISK STAMPED 98 1E USBR 1954
 DS1310'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST WHICH
 DS1310'PROJECTS 3 INCHES.  THE MARK IS 222 FEET WEST OF THE NORTH-SOUTH
 DS1310'FENCE LINE AND 9 FEET EAST OF THE CENTERLINE OF THE BLADED ROAD.
 DS1310'
 DS1310'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 85
 DS1310'AND 380 IN SAN ANTONIO GO EAST ON U.S. 380 FOR 1.4 MILES
 DS1310'TO A SIDE ROAD RIGHT 0.4 MILE EAST OF A BRIDGE CROSSING THE
 DS1310'RIO GRANDE RIVER.  FROM HERE TURN RIGHT CROSSING A CATTLE GUARD
 DS1310'AND GO SOUTH ON A BLADED ROAD FOR 0.4 MILE TO A FORK JUST
 DS1310'AFTER CROSSING AN OLD RAILROAD GRADE.  TAKE THE LEFT FORK
 DS1310'AND FOLLOW MAIN TRAVELED ROAD DISREGARDING ALL RIGHT HAND
 DS1310'ROADS FOR 11.65 MILES TO THE FIFTH CATTLE GUARD.  CONTINUE
 DS1310'SOUTH MAIN TRAVELED ROAD FOR 0.35 MILE TO THE AZIMUTH MARK ON
 DS1310'THE LEFT.  FROM THE AZIMUTH MARK CONTINUE SOUTH FOR 0.3 MILE
 DS1310'TO THE STATION ON THE RIGHT AS DESCRIBED.
 DS1310'
 DS1310'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0172 ***********************************************************************
 DR0172  DESIGNATION -  999.909
 DR0172  PID         -  DR0172
 DR0172  STATE/COUNTY-  NM/CHAVES
 DR0172  USGS QUAD   -  HAGERMAN (1975)
 DR0172
 DR0172                         *CURRENT SURVEY CONTROL
 DR0172  ___________________________________________________________________
 DR0172* NAD 83(1986)-  33 06 20.     (N)    104 15 23.     (W)     SCALED    
 DR0172* NAVD 88     -      1049.585  (meters)    3443.51   (feet)  ADJUSTED  
 DR0172  ___________________________________________________________________
 DR0172  GEOID HEIGHT-         -23.07  (meters)                     GEOID03
 DR0172  DYNAMIC HT  -        1048.156 (meters)    3438.83  (feet)  COMP
 DR0172  MODELED GRAV-     979,240.3   (mgal)                       NAVD 88
 DR0172
 DR0172  VERT ORDER  -  SECOND    CLASS 0
 DR0172
 DR0172.The horizontal coordinates were scaled from a topographic map and have
 DR0172.an estimated accuracy of +/- 6 seconds.
 DR0172
 DR0172.The orthometric height was determined by differential leveling
 DR0172.and adjusted by the National Geodetic Survey in June 1991..
 DR0172
 DR0172.The geoid height was determined by GEOID03.
 DR0172
 DR0172.The dynamic height is computed by dividing the NAVD 88
 DR0172.geopotential number by the normal gravity value computed on the
 DR0172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0172.degrees latitude (g = 980.6199 gals.).
 DR0172
 DR0172.The modeled gravity was interpolated from observed gravity values.
 DR0172
 DR0172;                    North         East    Units  Estimated Accuracy
 DR0172;SPC NM E     -   233,460.      172,180.      MT  (+/- 180 meters Scaled)
 DR0172
 DR0172                          SUPERSEDED SURVEY CONTROL
 DR0172
 DR0172  NGVD 29 (??/??/92) 1049.118  (m)         3441.98   (f) ADJ UNCH    2 0
 DR0172
 DR0172.Superseded values are not recommended for survey control.
 DR0172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0172.See file dsdata.txt to determine how the superseded data were derived.
 DR0172
 DR0172_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES693632(NAD 83)
 DR0172_MARKER: DD = SURVEY DISK
 DR0172_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DR0172_SP_SET: APRON
 DR0172_STAMPING: 999.909
 DR0172_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR0172
 DR0172  HISTORY     - Date     Condition        Report By
 DR0172  HISTORY     - UNK      MONUMENTED       DOD
 DR0172  HISTORY     - 1961     GOOD             NGS
 DR0172
 DR0172                          STATION DESCRIPTION
 DR0172
 DR0172'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 DR0172'5.1 MI E FROM HAGERMAN.
 DR0172'4.85 MILES EAST ALONG STATE HIGHWAY 31 FROM THE POST OFFICE AT
 DR0172'HAGERMAN, THENCE 0.25 MILE NORTH ALONG A GRAVEL ROAD, 27 FEET
 DR0172'NORTHWEST OF DISK L4D2, 21 FEET SOUTHEAST OF DISK L4C2, 8 INCHES
 DR0172'SOUTHWEST OF THE EDGE SET IN THE CONCRETE APRON AROUND THE SILO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0417 ***********************************************************************
 DR0417  DESIGNATION -  999.992
 DR0417  PID         -  DR0417
 DR0417  STATE/COUNTY-  NM/CHAVES
 DR0417  USGS QUAD   -  PANTHER HILL (1982)
 DR0417
 DR0417                         *CURRENT SURVEY CONTROL
 DR0417  ___________________________________________________________________
 DR0417* NAD 83(1986)-  33 35 58.     (N)    104 34 32.     (W)     SCALED    
 DR0417* NAVD 88     -      1138.434  (meters)    3735.01   (feet)  ADJUSTED  
 DR0417  ___________________________________________________________________
 DR0417  GEOID HEIGHT-         -23.21  (meters)                     GEOID03
 DR0417  DYNAMIC HT  -        1136.884 (meters)    3729.93  (feet)  COMP
 DR0417  MODELED GRAV-     979,236.5   (mgal)                       NAVD 88
 DR0417
 DR0417  VERT ORDER  -  SECOND    CLASS 0
 DR0417
 DR0417.The horizontal coordinates were scaled from a topographic map and have
 DR0417.an estimated accuracy of +/- 6 seconds.
 DR0417
 DR0417.The orthometric height was determined by differential leveling
 DR0417.and adjusted by the National Geodetic Survey in June 1991..
 DR0417
 DR0417.The geoid height was determined by GEOID03.
 DR0417
 DR0417.The dynamic height is computed by dividing the NAVD 88
 DR0417.geopotential number by the normal gravity value computed on the
 DR0417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0417.degrees latitude (g = 980.6199 gals.).
 DR0417
 DR0417.The modeled gravity was interpolated from observed gravity values.
 DR0417
 DR0417;                    North         East    Units  Estimated Accuracy
 DR0417;SPC NM E     -   288,260.      142,520.      MT  (+/- 180 meters Scaled)
 DR0417
 DR0417                          SUPERSEDED SURVEY CONTROL
 DR0417
 DR0417  NGVD 29 (??/??/92) 1137.925  (m)         3733.34   (f) ADJ UNCH    2 0
 DR0417
 DR0417.Superseded values are not recommended for survey control.
 DR0417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0417.See file dsdata.txt to determine how the superseded data were derived.
 DR0417
 DR0417_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SET393178(NAD 83)
 DR0417_MARKER: DD = SURVEY DISK
 DR0417_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DR0417_SP_SET: SILO
 DR0417_STAMPING: GD/A 999.992
 DR0417_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR0417
 DR0417  HISTORY     - Date     Condition        Report By
 DR0417  HISTORY     - UNK      MONUMENTED       DOD
 DR0417  HISTORY     - 1961     GOOD             NGS
 DR0417
 DR0417                          STATION DESCRIPTION
 DR0417
 DR0417'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 DR0417'16.75 MI NW FROM ROSWELL.
 DR0417'14.35 MILES NORTH ALONG U.S. HIGHWAY 285 FROM THE COURTHOUSE AT
 DR0417'ROSWELL, THENCE 2.4 MILES WEST ALONG A PAVED ROAD, 27 FEET NORTHWEST
 DR0417'OF DISK L8D2, 21 FEET SOUTHEAST OF DISK L8C2, 8 INCHES SOUTHWEST OF
 DR0417'THE EDGE AND SET IN THE CONCRETE APRON OF THE SILO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0267 ***********************************************************************
 DR0267  DESIGNATION -  999.997
 DR0267  PID         -  DR0267
 DR0267  STATE/COUNTY-  NM/CHAVES
 DR0267  USGS QUAD   -  SARDINE MOUNTAIN (1976)
 DR0267
 DR0267                         *CURRENT SURVEY CONTROL
 DR0267  ___________________________________________________________________
 DR0267* NAD 83(1986)-  33 25 13.     (N)    104 03 01.     (W)     SCALED    
 DR0267* NAVD 88     -      1177.572  (meters)    3863.42   (feet)  POSTED    
 DR0267  ___________________________________________________________________
 DR0267  GEOID HEIGHT-         -23.10  (meters)                     GEOID03
 DR0267  DYNAMIC HT  -        1175.950 (meters)    3858.10  (feet)  COMP
 DR0267  MODELED GRAV-     979,221.3   (mgal)                       NAVD 88
 DR0267
 DR0267  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 DR0267
 DR0267.The horizontal coordinates were scaled from a topographic map and have
 DR0267.an estimated accuracy of +/- 6 seconds.
 DR0267
 DR0267.The orthometric height was determined by differential leveling
 DR0267.and adjusted by the National Geodetic Survey in 1992..
 DR0267.No vertical observational check was made to the station.
 DR0267.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 DR0267.was located on a no-check spur therefore a value was not computed.
 DR0267
 DR0267.The geoid height was determined by GEOID03.
 DR0267
 DR0267.The dynamic height is computed by dividing the NAVD 88
 DR0267.geopotential number by the normal gravity value computed on the
 DR0267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0267.degrees latitude (g = 980.6199 gals.).
 DR0267
 DR0267.The modeled gravity was interpolated from observed gravity values.
 DR0267
 DR0267;                    North         East    Units  Estimated Accuracy
 DR0267;SPC NM E     -   268,400.      191,320.      MT  (+/- 180 meters Scaled)
 DR0267
 DR0267                          SUPERSEDED SURVEY CONTROL
 DR0267
 DR0267  NGVD 29 (??/??/92) 1177.071  (m)         3861.77   (f) ADJ UNCH    2 0
 DR0267
 DR0267.Superseded values are not recommended for survey control.
 DR0267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0267.See file dsdata.txt to determine how the superseded data were derived.
 DR0267
 DR0267_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES882982(NAD 83)
 DR0267_MARKER: DD = SURVEY DISK
 DR0267_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DR0267_SP_SET: APRON
 DR0267_STAMPING: 999.997
 DR0267_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR0267
 DR0267  HISTORY     - Date     Condition        Report By
 DR0267  HISTORY     - UNK      MONUMENTED       DOD
 DR0267  HISTORY     - 1961     GOOD             NGS
 DR0267
 DR0267                          STATION DESCRIPTION
 DR0267
 DR0267'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 DR0267'29.45 MI E FROM ROSWELL.
 DR0267'0.15 MILE SOUTH ALONG SOUTH MAIN STREET FROM THE COURTHOUSE AT
 DR0267'ROSWELL, THENCE 28.95 MILES EAST ALONG U.S. HIGHWAY 380, THENCE 0.35
 DR0267'MILE NORTH ALONG GRAVEL ROAD, 27 FEET NORTHWEST OF L12D2 DISK, 21.6
 DR0267'FEET SOUTHEAST OF L12C2 DISK, 1.6 FEET SOUTHWEST OF THE EDGE OF SILO
 DR0267'AND SET IN CONCRETE APRON SURROUNDING THE SILO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0200 ***********************************************************************
 FP0200  DESIGNATION -  A
 FP0200  PID         -  FP0200
 FP0200  STATE/COUNTY-  NM/MCKINLEY
 FP0200  USGS QUAD   -  SURRENDER CANYON (1971)
 FP0200
 FP0200                         *CURRENT SURVEY CONTROL
 FP0200  ___________________________________________________________________
 FP0200* NAD 83(1986)-  35 22 52.     (N)    109 01 54.     (W)     SCALED    
 FP0200* NAVD 88     -      1892.616  (meters)    6209.36   (feet)  POSTED    
 FP0200  ___________________________________________________________________
 FP0200  GEOID HEIGHT-         -21.71  (meters)                     GEOID03
 FP0200  DYNAMIC HT  -        1889.970 (meters)    6200.68  (feet)  COMP
 FP0200  MODELED GRAV-     979,166.1   (mgal)                       NAVD 88
 FP0200
 FP0200  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FP0200
 FP0200.The horizontal coordinates were scaled from a topographic map and have
 FP0200.an estimated accuracy of +/- 6 seconds.
 FP0200
 FP0200.The orthometric height was determined by differential leveling
 FP0200.and adjusted by the National Geodetic Survey in 1992..
 FP0200.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FP0200.rate of 0.0 thru 1.0 mm/km.
 FP0200
 FP0200.The geoid height was determined by GEOID03.
 FP0200
 FP0200.The dynamic height is computed by dividing the NAVD 88
 FP0200.geopotential number by the normal gravity value computed on the
 FP0200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0200.degrees latitude (g = 980.6199 gals.).
 FP0200
 FP0200.The modeled gravity was interpolated from observed gravity values.
 FP0200
 FP0200;                    North         East    Units  Estimated Accuracy
 FP0200;SPC NM W     -   486,520.      721,120.      MT  (+/- 180 meters Scaled)
 FP0200
 FP0200                          SUPERSEDED SURVEY CONTROL
 FP0200
 FP0200  NGVD 29 (??/??/92) 1891.688  (m)         6206.31   (f) ADJ UNCH    1 2
 FP0200
 FP0200.Superseded values are not recommended for survey control.
 FP0200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0200.See file dsdata.txt to determine how the superseded data were derived.
 FP0200
 FP0200_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXE787170(NAD 83)
 FP0200_MARKER: B = BOLT
 FP0200_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FP0200_SP_SET: BRIDGE
 FP0200_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FP0200
 FP0200  HISTORY     - Date     Condition        Report By
 FP0200  HISTORY     - UNK      MONUMENTED       CGS
 FP0200  HISTORY     - 1909     GOOD             NGS
 FP0200  HISTORY     - 1963     MARK NOT FOUND   USGS
 FP0200  HISTORY     - 1983     MARK NOT FOUND   NGS
 FP0200
 FP0200                          STATION DESCRIPTION
 FP0200
 FP0200'DESCRIBED BY NATIONAL GEODETIC SURVEY 1909
 FP0200'2.3 MI SW FROM MANUELITO.
 FP0200'2.3 MILES SOUTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 FP0200'FROM MANUELITO, MCKINLEY COUNTY, 11 POLES EAST OF MILEPOST 178, AT
 FP0200'STEEL-GIRDER BRIDGE NO. A 178, IN THE TOP OF THE NORTH END OF THE WEST
 FP0200'ABUTMENT, 1.3 FEET FROMTHE FACE OF THE ABUTMENT, AND 2.4 FEET FROM THE
 FP0200'END OF THE COPING STONE.  A COPPER BOLT.  NOTE-- THE RAILROAD HAS BEEN
 FP0200'DOUBLETRACKED, WITH THE EXTRA TRACK ADDED ON THE N. EDGE AND THE
 FP0200'BRIDGE WIDENED IN THAT DIRECTION.  THE MARK MAY BE INTACT BUT IF SO IS
 FP0200'UNDER SEVERAL FEET OF CONCRETE AND EARTH AND IS NOT ACCESIBLE.
 FP0200
 FP0200                          STATION RECOVERY (1963)
 FP0200
 FP0200'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 FP0200'MARK NOT FOUND.
 FP0200
 FP0200                          STATION RECOVERY (1983)
 FP0200
 FP0200'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FP0200'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0460 ***********************************************************************
 EQ0460  DESIGNATION -  A 101
 EQ0460  PID         -  EQ0460
 EQ0460  STATE/COUNTY-  NM/SOCORRO
 EQ0460  USGS QUAD   -  D CROSS MOUNTAIN (1964)
 EQ0460
 EQ0460                         *CURRENT SURVEY CONTROL
 EQ0460  ___________________________________________________________________
 EQ0460* NAD 83(1986)-  34 27 23.     (N)    107 37 56.     (W)     SCALED    
 EQ0460* NAVD 88     -      1976.378  (meters)    6484.17   (feet)  POSTED    
 EQ0460  ___________________________________________________________________
 EQ0460  GEOID HEIGHT-         -21.19  (meters)                     GEOID03
 EQ0460  DYNAMIC HT  -        1973.420 (meters)    6474.46  (feet)  COMP
 EQ0460  MODELED GRAV-     979,068.2   (mgal)                       NAVD 88
 EQ0460
 EQ0460  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EQ0460
 EQ0460.The horizontal coordinates were scaled from a topographic map and have
 EQ0460.an estimated accuracy of +/- 6 seconds.
 EQ0460
 EQ0460.The orthometric height was determined by differential leveling
 EQ0460.and adjusted by the National Geodetic Survey in 1992..
 EQ0460.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EQ0460.rate of 0.0 thru 1.0 mm/km.
 EQ0460
 EQ0460.The geoid height was determined by GEOID03.
 EQ0460
 EQ0460.The dynamic height is computed by dividing the NAVD 88
 EQ0460.geopotential number by the normal gravity value computed on the
 EQ0460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0460.degrees latitude (g = 980.6199 gals.).
 EQ0460
 EQ0460.The modeled gravity was interpolated from observed gravity values.
 EQ0460
 EQ0460;                    North         East    Units  Estimated Accuracy
 EQ0460;SPC NM C     -   384,140.      373,000.      MT  (+/- 180 meters Scaled)
 EQ0460
 EQ0460                          SUPERSEDED SURVEY CONTROL
 EQ0460
 EQ0460  NGVD 29 (??/??/92) 1975.509  (m)         6481.32   (f) ADJ UNCH    2 0
 EQ0460
 EQ0460.Superseded values are not recommended for survey control.
 EQ0460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0460.See file dsdata.txt to determine how the superseded data were derived.
 EQ0460
 EQ0460_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBU581159(NAD 83)
 EQ0460_MARKER: DB = BENCH MARK DISK
 EQ0460_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EQ0460_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EQ0460_STAMPING: A 101 1935
 EQ0460_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EQ0460+STABILITY: SURFACE MOTION
 EQ0460
 EQ0460  HISTORY     - Date     Condition        Report By
 EQ0460  HISTORY     - 1935     MONUMENTED       CGS
 EQ0460  HISTORY     - 1964     GOOD             USGS
 EQ0460
 EQ0460                          STATION DESCRIPTION
 EQ0460
 EQ0460'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 EQ0460'2.75 MI NNE FROM MARTIN RANCH.
 EQ0460'MARTIN RANCH, ABOUT 2.75 MI. NORTH NORTHEAST OF, NEAR THE CENTER OF
 EQ0460'SECTION 25, T3N, R8W, ABOUT 1200 FT. NORTHWEST OF A DRAIN FORK ON THE
 EQ0460'SOUTHEAST SIDE OF A SMALL HILL, 231 FT. NORTH OF A LONE CEDAR, AND 34
 EQ0460'FT. WEST OF A SMALL DRAIN.  A STANDARD DISK SET IN THE TOP OF A
 EQ0460'CONCRETE POST PROJECTING 0.2 FT. ABOVE GROUND, AND STAMPED A 101 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0396 ***********************************************************************
 EQ0396  DESIGNATION -  A 102
 EQ0396  PID         -  EQ0396
 EQ0396  STATE/COUNTY-  NM/SOCORRO
 EQ0396  USGS QUAD   -  INDIAN SPRING CANYON (1964)
 EQ0396
 EQ0396                         *CURRENT SURVEY CONTROL
 EQ0396  ___________________________________________________________________
 EQ0396* NAD 83(1986)-  34 15 19.     (N)    107 25 07.     (W)     SCALED    
 EQ0396* NAVD 88     -      2182.790  (meters)    7161.37   (feet)  POSTED    
 EQ0396  ___________________________________________________________________
 EQ0396  GEOID HEIGHT-         -21.32  (meters)                     GEOID03
 EQ0396  DYNAMIC HT  -        2179.400 (meters)    7150.25  (feet)  COMP
 EQ0396  MODELED GRAV-     979,006.7   (mgal)                       NAVD 88
 EQ0396
 EQ0396  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EQ0396
 EQ0396.The horizontal coordinates were scaled from a topographic map and have
 EQ0396.an estimated accuracy of +/- 6 seconds.
 EQ0396
 EQ0396.The orthometric height was determined by differential leveling
 EQ0396.and adjusted by the National Geodetic Survey in 1992..
 EQ0396.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EQ0396.rate of 0.0 thru 1.0 mm/km.
 EQ0396
 EQ0396.The geoid height was determined by GEOID03.
 EQ0396
 EQ0396.The dynamic height is computed by dividing the NAVD 88
 EQ0396.geopotential number by the normal gravity value computed on the
 EQ0396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0396.degrees latitude (g = 980.6199 gals.).
 EQ0396
 EQ0396.The modeled gravity was interpolated from observed gravity values.
 EQ0396
 EQ0396;                    North         East    Units  Estimated Accuracy
 EQ0396;SPC NM C     -   361,590.      392,370.      MT  (+/- 180 meters Scaled)
 EQ0396
 EQ0396                          SUPERSEDED SURVEY CONTROL
 EQ0396
 EQ0396  NGVD 29 (??/??/92) 2181.834  (m)         7158.23   (f) ADJ UNCH    2 0
 EQ0396
 EQ0396.Superseded values are not recommended for survey control.
 EQ0396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0396.See file dsdata.txt to determine how the superseded data were derived.
 EQ0396
 EQ0396_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBT772931(NAD 83)
 EQ0396_MARKER: DB = BENCH MARK DISK
 EQ0396_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EQ0396_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EQ0396_STAMPING: A 102 1935
 EQ0396_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EQ0396+STABILITY: SURFACE MOTION
 EQ0396
 EQ0396  HISTORY     - Date     Condition        Report By
 EQ0396  HISTORY     - 1935     MONUMENTED       CGS
 EQ0396  HISTORY     - 1941     GOOD             NGS
 EQ0396  HISTORY     - 1953     GOOD             NGS
 EQ0396
 EQ0396                          STATION DESCRIPTION
 EQ0396
 EQ0396'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 EQ0396'16.1 MI NW FROM MAGDALENA.
 EQ0396'TO REACH BENCH MARK FROM THE POST OFFICE AT MAGDALENA, PROCEED WEST ON
 EQ0396'U. S. HIGHWAY NO. 60, GO 1.7 MILES TO INTERSECTION OF STATE HIGHWAY
 EQ0396'NO. 52.  THENCE, TURN RIGHT (NORTH) ONTO STATE HIGHWAY NO. 52, GO 7.4
 EQ0396'MILES TO END OF GRADED ROAD.  THENCE, CONTINUE NORTHERLY ON TRACK
 EQ0396'ROAD, GO 3.1 MILES TO INTERSECTION OF ROAD TO PUERTECITO. THENCE,
 EQ0396'CONTINUE NORTHERLY AND GO 3.9 MILES TO HEAD OF SMALL CANYON AND SITE
 EQ0396'OF BENCH MARK.  BENCH MARK IS AT THE HEAD OF A CANYON AND AT THE BASE
 EQ0396'OF A ROCKY HILL.  57.0 FEET EAST OF A SHARP CURVE.  36.0 FEET SOUTH OF
 EQ0396'AND ABOUT 2.0 FEET ABOVE THE CENTERLINE OF THE ROAD. 3.0 FEET NORTH OF
 EQ0396'A 4 X 4 INCH WOODEN MARKER POST.  THE MONUMENT PROJECTS 0.2 FOOT.
 EQ0396
 EQ0396                          STATION RECOVERY (1953)
 EQ0396
 EQ0396'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 EQ0396'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GO0096 ***********************************************************************
 GO0096  DESIGNATION -  A 102
 GO0096  PID         -  GO0096
 GO0096  STATE/COUNTY-  NM/SAN JUAN
 GO0096  USGS QUAD   -  SKINNEY ROCK (1983)
 GO0096
 GO0096                         *CURRENT SURVEY CONTROL
 GO0096  ___________________________________________________________________
 GO0096* NAD 83(1986)-  36 58 45.     (N)    108 44 36.     (W)     SCALED    
 GO0096* NAVD 88     -      1603.236  (meters)    5259.95   (feet)  ADJUSTED  
 GO0096  ___________________________________________________________________
 GO0096  GEOID HEIGHT-         -20.56  (meters)                     GEOID03
 GO0096  DYNAMIC HT  -        1601.346 (meters)    5253.75  (feet)  COMP
 GO0096  MODELED GRAV-     979,396.1   (mgal)                       NAVD 88
 GO0096
 GO0096  VERT ORDER  -  SECOND    CLASS 0
 GO0096
 GO0096.The horizontal coordinates were scaled from a topographic map and have
 GO0096.an estimated accuracy of +/- 6 seconds.
 GO0096
 GO0096.The orthometric height was determined by differential leveling
 GO0096.and adjusted by the National Geodetic Survey in June 1991..
 GO0096
 GO0096.The geoid height was determined by GEOID03.
 GO0096
 GO0096.The dynamic height is computed by dividing the NAVD 88
 GO0096.geopotential number by the normal gravity value computed on the
 GO0096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GO0096.degrees latitude (g = 980.6199 gals.).
 GO0096
 GO0096.The modeled gravity was interpolated from observed gravity values.
 GO0096
 GO0096;                    North         East    Units  Estimated Accuracy
 GO0096;SPC NM W     -   663,560.      748,980.      MT  (+/- 180 meters Scaled)
 GO0096
 GO0096                          SUPERSEDED SURVEY CONTROL
 GO0096
 GO0096  NGVD 29 (??/??/92) 1602.317  (m)         5256.94   (f) ADJ UNCH    2 0
 GO0096
 GO0096.Superseded values are not recommended for survey control.
 GO0096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GO0096.See file dsdata.txt to determine how the superseded data were derived.
 GO0096
 GO0096_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYF008949(NAD 83)
 GO0096_MARKER: DB = BENCH MARK DISK
 GO0096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GO0096_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GO0096_STAMPING: A 102 1934
 GO0096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GO0096+STABILITY: SURFACE MOTION
 GO0096
 GO0096  HISTORY     - Date     Condition        Report By
 GO0096  HISTORY     - 1934     MONUMENTED       CGS
 GO0096
 GO0096                          STATION DESCRIPTION
 GO0096
 GO0096'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GO0096'13.9 MI N FROM SHIPROCK.
 GO0096'13.9 MILES NORTH ALONG U.S. HIGHWAY 666 FROM INDIAN SCHOOL 2 AT
 GO0096'SHIPROCK, SAN JUAN COUNTY, 1.5 MILES SOUTH OF THE COLORADO-NEW MEXICO
 GO0096'STATE LINE, 1.4 MILES SOUTH OF WOODEN HIGHWAY BRIDGE 565 OVER A DRY
 GO0096'WASH, 600 FEET NORTH OF THE SUMMIT OF THE HIGHWAY OVER A HILL, 35.4
 GO0096'FEET EAST OF THE EAST END OF A CONCRETE CULVERT, AND 50 FEET EAST OF
 GO0096'THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED A 102 1934
 GO0096'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0089 ***********************************************************************
 GN0089  DESIGNATION -  A 103
 GN0089  PID         -  GN0089
 GN0089  STATE/COUNTY-  NM/RIO ARRIBA
 GN0089  USGS QUAD   -  CANJILON MOUNTAIN (1995)
 GN0089
 GN0089                         *CURRENT SURVEY CONTROL
 GN0089  ___________________________________________________________________
 GN0089* NAD 83(1986)-  36 31 58.     (N)    106 18 06.     (W)     SCALED    
 GN0089* NAVD 88     -      2894.601  (meters)    9496.70   (feet)  ADJUSTED  
 GN0089  ___________________________________________________________________
 GN0089  GEOID HEIGHT-         -17.36  (meters)                     GEOID03
 GN0089  DYNAMIC HT  -        2890.337 (meters)    9482.71  (feet)  COMP
 GN0089  MODELED GRAV-     979,052.9   (mgal)                       NAVD 88
 GN0089
 GN0089  VERT ORDER  -  SECOND    CLASS 0
 GN0089
 GN0089.The horizontal coordinates were scaled from a topographic map and have
 GN0089.an estimated accuracy of +/- 6 seconds.
 GN0089
 GN0089.The orthometric height was determined by differential leveling
 GN0089.and adjusted by the National Geodetic Survey in June 1991..
 GN0089
 GN0089.The geoid height was determined by GEOID03.
 GN0089
 GN0089.The dynamic height is computed by dividing the NAVD 88
 GN0089.geopotential number by the normal gravity value computed on the
 GN0089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GN0089.degrees latitude (g = 980.6199 gals.).
 GN0089
 GN0089.The modeled gravity was interpolated from observed gravity values.
 GN0089
 GN0089;                    North         East    Units  Estimated Accuracy
 GN0089;SPC NM C     -   613,630.      495,370.      MT  (+/- 180 meters Scaled)
 GN0089
 GN0089                          SUPERSEDED SURVEY CONTROL
 GN0089
 GN0089.No superseded survey control is available for this station.
 GN0089
 GN0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCA834438(NAD 83)
 GN0089_MARKER: DB = BENCH MARK DISK
 GN0089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GN0089_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GN0089_STAMPING: A 103 1935
 GN0089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GN0089+STABILITY: SURFACE MOTION
 GN0089
 GN0089  HISTORY     - Date     Condition        Report By
 GN0089  HISTORY     - 1935     MONUMENTED       CGS
 GN0089  HISTORY     - 1941     GOOD             NGS
 GN0089
 GN0089                          STATION DESCRIPTION
 GN0089
 GN0089'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 GN0089'9.7 MI NE FROM CANJILON.
 GN0089'TO REACH FROM THE POST OFFICE, PROCEED NORTHEASTERLY ALONG GRAVELED
 GN0089'AND MOUNTAIN ROAD TOWARDS VALLECITOS, GO 9.7 MILES.  BENCH MARK IS
 GN0089'NEAR SUMMIT OF A LONG, STRAIGHT, STEEP GRADE TO EASTWARD.  IT IS ON
 GN0089'THE SOUTHWESTERLY SLOPE OF OPEN, GRASSY HILLSIDE.  IT IS ON OUTSIDE,
 GN0089'NEAR SOUTHEASTERLY END OF A CURVE.  IT IS ABOUT 52 YARDS NORTHWESTERLY
 GN0089'UPHILL FROM CENTER OF A LONG ASPEN TREE ON EASTERLY SIDE OF A DIM
 GN0089'WAGON ROAD.  IT IS 30 FEET NORTHEASTERLY FROM AND ABOUT 3 FEET ABOVE
 GN0089'CENTER LINE OF ROAD.  IT IS 2.0 FEET SOUTHEASTERLY FROM A 4 X 4-INCH
 GN0089'WOODEN POST.  STD. DISK IN CONCRETE POST WHICH IS ABOUT FLUSH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0073 ***********************************************************************
 GM0073  DESIGNATION -  A 103 RESET
 GM0073  PID         -  GM0073
 GM0073  STATE/COUNTY-  NM/COLFAX
 GM0073  USGS QUAD   -  TAYLOR SPRINGS (1965)
 GM0073
 GM0073                         *CURRENT SURVEY CONTROL
 GM0073  ___________________________________________________________________
 GM0073* NAD 83(1986)-  36 19 11.     (N)    104 27 32.     (W)     SCALED    
 GM0073* NAVD 88     -      1786.153  (meters)    5860.07   (feet)  ADJUSTED  
 GM0073  ___________________________________________________________________
 GM0073  GEOID HEIGHT-         -18.98  (meters)                     GEOID03
 GM0073  DYNAMIC HT  -        1783.896 (meters)    5852.67  (feet)  COMP
 GM0073  MODELED GRAV-     979,304.5   (mgal)                       NAVD 88
 GM0073
 GM0073  VERT ORDER  -  SECOND    CLASS 0
 GM0073
 GM0073.The horizontal coordinates were scaled from a topographic map and have
 GM0073.an estimated accuracy of +/- 6 seconds.
 GM0073
 GM0073.The orthometric height was determined by differential leveling
 GM0073.and adjusted by the National Geodetic Survey in June 1991..
 GM0073
 GM0073.The geoid height was determined by GEOID03.
 GM0073
 GM0073.The dynamic height is computed by dividing the NAVD 88
 GM0073.geopotential number by the normal gravity value computed on the
 GM0073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GM0073.degrees latitude (g = 980.6199 gals.).
 GM0073
 GM0073.The modeled gravity was interpolated from observed gravity values.
 GM0073
 GM0073;                    North         East    Units  Estimated Accuracy
 GM0073;SPC NM E     -   590,000.      153,730.      MT  (+/- 180 meters Scaled)
 GM0073
 GM0073                          SUPERSEDED SURVEY CONTROL
 GM0073
 GM0073  NGVD 29 (??/??/92) 1785.351  (m)         5857.44   (f) ADJ UNCH    2 0
 GM0073
 GM0073.Superseded values are not recommended for survey control.
 GM0073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0073.See file dsdata.txt to determine how the superseded data were derived.
 GM0073
 GM0073_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEA485195(NAD 83)
 GM0073_MARKER: DD = SURVEY DISK
 GM0073_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GM0073_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GM0073_STAMPING: A 103 RESET 1953
 GM0073_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GM0073+STABILITY: SURFACE MOTION
 GM0073
 GM0073  HISTORY     - Date     Condition        Report By
 GM0073  HISTORY     - 1953     MONUMENTED       NMHD
 GM0073  HISTORY     - 1956     GOOD             NGS
 GM0073
 GM0073                          STATION DESCRIPTION
 GM0073
 GM0073'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GM0073'2.1 MI E FROM TAYLOR SPRINGS.
 GM0073'2.1 MILES EAST ALONG STATE HIGHWAY 58 FROM THE SECTION FOREMANS HOUSE
 GM0073'AT TAYLOR SPRINGS, ON TOP OF A SMALL HILL, 0.2 MILE EAST OF A PIPE
 GM0073'CULVERT, 67.7 FEET NORTHEAST OF A POWER POLE, 80.6 FEET SOUTH OF THE
 GM0073'CENTER LINE OF THE HIGHWAY, 5.8 FEET SOUTH OF A FENCE, 1.6 FEET EAST
 GM0073'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 GM0073'0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0073 ***********************************************************************
 GN0073  DESIGNATION -  A 104
 GN0073  PID         -  GN0073
 GN0073  STATE/COUNTY-  NM/RIO ARRIBA
 GN0073  USGS QUAD   -  LAS TABLAS (1995)
 GN0073
 GN0073                         *CURRENT SURVEY CONTROL
 GN0073  ___________________________________________________________________
 GN0073* NAD 83(1986)-  36 31 48.     (N)    106 05 26.     (W)     SCALED    
 GN0073* NAVD 88     -      2588.241  (meters)    8491.59   (feet)  ADJUSTED  
 GN0073  ___________________________________________________________________
 GN0073  GEOID HEIGHT-         -17.38  (meters)                     GEOID03
 GN0073  DYNAMIC HT  -        2584.561 (meters)    8479.51  (feet)  COMP
 GN0073  MODELED GRAV-     979,115.8   (mgal)                       NAVD 88
 GN0073
 GN0073  VERT ORDER  -  SECOND    CLASS 0
 GN0073
 GN0073.The horizontal coordinates were scaled from a topographic map and have
 GN0073.an estimated accuracy of +/- 6 seconds.
 GN0073
 GN0073.The orthometric height was determined by differential leveling
 GN0073.and adjusted by the National Geodetic Survey in June 1991..
 GN0073
 GN0073.The geoid height was determined by GEOID03.
 GN0073
 GN0073.The dynamic height is computed by dividing the NAVD 88
 GN0073.geopotential number by the normal gravity value computed on the
 GN0073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GN0073.degrees latitude (g = 980.6199 gals.).
 GN0073
 GN0073.The modeled gravity was interpolated from observed gravity values.
 GN0073
 GN0073;                    North         East    Units  Estimated Accuracy
 GN0073;SPC NM C     -   613,330.      514,280.      MT  (+/- 180 meters Scaled)
 GN0073
 GN0073                          SUPERSEDED SURVEY CONTROL
 GN0073
 GN0073  NGVD 29 (??/??/92) 2586.946  (m)         8487.34   (f) ADJ UNCH    2 0
 GN0073
 GN0073.Superseded values are not recommended for survey control.
 GN0073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0073.See file dsdata.txt to determine how the superseded data were derived.
 GN0073
 GN0073_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDA023432(NAD 83)
 GN0073_MARKER: DB = BENCH MARK DISK
 GN0073_SETTING: 66 = SET IN ROCK OUTCROP
 GN0073_SP_SET: SET IN ROCK OUTCROP
 GN0073_STAMPING: A 104 1935
 GN0073_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GN0073+STABILITY: POSITION/ELEVATION WELL
 GN0073
 GN0073  HISTORY     - Date     Condition        Report By
 GN0073  HISTORY     - 1935     MONUMENTED       CGS
 GN0073  HISTORY     - 1963     GOOD             USGS
 GN0073
 GN0073                          STATION DESCRIPTION
 GN0073
 GN0073'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 GN0073'6.5 MI E FROM VALLECITOS.
 GN0073'ABOUT 0.4 MILE NORTHEAST ALONG A DIRT ROAD FROM THE MAIN STREET
 GN0073'JUNCTION AT VALLECITOS, THENCE ABOUT 6.1 MILES E ALONG THE JARITO MESA
 GN0073'FIRE ROAD TOWARDS PETACA, ON THE WEST SLOPE OF A SMALL VALLEY 66 FEET
 GN0073'WEST OF A SMALL WASH, 22 FEET WEST OF THE CENTERLINE OF THE ROAD, ETC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0015 ***********************************************************************
 FN0015  DESIGNATION -  A 104
 FN0015  PID         -  FN0015
 FN0015  STATE/COUNTY-  NM/HARDING
 FN0015  USGS QUAD   -  ROY (1974)
 FN0015
 FN0015                         *CURRENT SURVEY CONTROL
 FN0015  ___________________________________________________________________
 FN0015* NAD 83(1986)-  35 55 53.     (N)    104 13 20.     (W)     SCALED    
 FN0015* NAVD 88     -      1785.551  (meters)    5858.10   (feet)  ADJUSTED  
 FN0015  ___________________________________________________________________
 FN0015  GEOID HEIGHT-         -19.79  (meters)                     GEOID03
 FN0015  DYNAMIC HT  -        1783.277 (meters)    5850.63  (feet)  COMP
 FN0015  MODELED GRAV-     979,295.4   (mgal)                       NAVD 88
 FN0015
 FN0015  VERT ORDER  -  SECOND    CLASS 0
 FN0015
 FN0015.The horizontal coordinates were scaled from a topographic map and have
 FN0015.an estimated accuracy of +/- 6 seconds.
 FN0015
 FN0015.The orthometric height was determined by differential leveling
 FN0015.and adjusted by the National Geodetic Survey in June 1991..
 FN0015
 FN0015.The geoid height was determined by GEOID03.
 FN0015
 FN0015.The dynamic height is computed by dividing the NAVD 88
 FN0015.geopotential number by the normal gravity value computed on the
 FN0015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FN0015.degrees latitude (g = 980.6199 gals.).
 FN0015
 FN0015.The modeled gravity was interpolated from observed gravity values.
 FN0015
 FN0015;                    North         East    Units  Estimated Accuracy
 FN0015;SPC NM E     -   546,910.      175,030.      MT  (+/- 180 meters Scaled)
 FN0015
 FN0015                          SUPERSEDED SURVEY CONTROL
 FN0015
 FN0015  NGVD 29 (??/??/92) 1784.751  (m)         5855.47   (f) ADJ UNCH    2 0
 FN0015
 FN0015.Superseded values are not recommended for survey control.
 FN0015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0015.See file dsdata.txt to determine how the superseded data were derived.
 FN0015
 FN0015_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEV701766(NAD 83)
 FN0015_MARKER: DB = BENCH MARK DISK
 FN0015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FN0015_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FN0015_STAMPING: A 104 1934
 FN0015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FN0015+STABILITY: SURFACE MOTION
 FN0015
 FN0015  HISTORY     - Date     Condition        Report By
 FN0015  HISTORY     - 1934     MONUMENTED       CGS
 FN0015  HISTORY     - 1974     MARK NOT FOUND   USGS
 FN0015
 FN0015                          STATION DESCRIPTION
 FN0015
 FN0015'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FN0015'2.8 MI W FROM ROY.
 FN0015'2.8 MILES WEST ALONG STATE HIGHWAY 120 FROM THE HIGH SCHOOL AT ROY,
 FN0015'HARDING COUNTY, AT THE JUNCTION OF A SIDE ROAD LEADING TO A SMALL
 FN0015'STONE FARMHOUSE, 44 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 30
 FN0015'FEET SOUTH OF THE CENTERLINE OF THE ROAD, AND 1 FOOT EAST OF A FENCE.
 FN0015'A STANDARD DISK, STAMPED A 104 1934 AND SET IN THE TOP OF A CONCRETE
 FN0015'POST.  NOTE-- THE HIGHWAY HAS BEEN ABANDONED AND CONSIDERABLE AMOUNTS
 FN0015'OF DIRT HAS DRIFTED IN THE AREA.
 FN0015
 FN0015                          STATION RECOVERY (1974)
 FN0015
 FN0015'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 FN0015'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0138 ***********************************************************************
 GN0138  DESIGNATION -  A 105
 GN0138  PID         -  GN0138
 GN0138  STATE/COUNTY-  NM/RIO ARRIBA
 GN0138  USGS QUAD   -  VALLE GRANDE PEAK (1995)
 GN0138
 GN0138                         *CURRENT SURVEY CONTROL
 GN0138  ___________________________________________________________________
 GN0138* NAD 83(1986)-  36 23 54.     (N)    106 11 56.     (W)     SCALED    
 GN0138* NAVD 88     -      2258.533  (meters)    7409.87   (feet)  ADJUSTED  
 GN0138  ___________________________________________________________________
 GN0138  GEOID HEIGHT-         -17.94  (meters)                     GEOID03
 GN0138  DYNAMIC HT  -        2255.413 (meters)    7399.63  (feet)  COMP
 GN0138  MODELED GRAV-     979,169.3   (mgal)                       NAVD 88
 GN0138
 GN0138  VERT ORDER  -  SECOND    CLASS 0
 GN0138
 GN0138.The horizontal coordinates were scaled from a topographic map and have
 GN0138.an estimated accuracy of +/- 6 seconds.
 GN0138
 GN0138.The orthometric height was determined by differential leveling
 GN0138.and adjusted by the National Geodetic Survey in June 1991..
 GN0138
 GN0138.The geoid height was determined by GEOID03.
 GN0138
 GN0138.The dynamic height is computed by dividing the NAVD 88
 GN0138.geopotential number by the normal gravity value computed on the
 GN0138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GN0138.degrees latitude (g = 980.6199 gals.).
 GN0138
 GN0138.The modeled gravity was interpolated from observed gravity values.
 GN0138
 GN0138;                    North         East    Units  Estimated Accuracy
 GN0138;SPC NM C     -   598,710.      504,590.      MT  (+/- 180 meters Scaled)
 GN0138
 GN0138                          SUPERSEDED SURVEY CONTROL
 GN0138
 GN0138  NGVD 29 (??/??/92) 2257.344  (m)         7405.97   (f) ADJ UNCH    2 0
 GN0138
 GN0138.Superseded values are not recommended for survey control.
 GN0138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0138.See file dsdata.txt to determine how the superseded data were derived.
 GN0138
 GN0138_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCA924287(NAD 83)
 GN0138_MARKER: DB = BENCH MARK DISK
 GN0138_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GN0138_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GN0138_STAMPING: A 105 1935
 GN0138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GN0138+STABILITY: SURFACE MOTION
 GN0138
 GN0138  HISTORY     - Date     Condition        Report By
 GN0138  HISTORY     - 1935     MONUMENTED       CGS
 GN0138  HISTORY     - 1940     GOOD             NGS
 GN0138
 GN0138                          STATION DESCRIPTION
 GN0138
 GN0138'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 GN0138'4.2 MI N FROM EL RITO.
 GN0138'TO REACH FROM THE EL RITO RANGER STATION, PROCEED NORTH ALONG STATE
 GN0138'HIGHWAY NO. 96 TOWARDS VALLECITOS, GO 4.2 MILES.  BENCH MARK IS 150
 GN0138'FEET NORTH OF A WOODEN BRIDGE.  18 FEET EAST OF THE CENTER LINE OF THE
 GN0138'HIGHWAY.  2.0 FEET SOUTH OF A 4 X 4 INCH WOODEN POST PAINTED WHITE
 GN0138'PROJECTING 2.0 FEET.  MONUMENT IS FLUSH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0953 ***********************************************************************
 GL0953  DESIGNATION -  A 105
 GL0953  PID         -  GL0953
 GL0953  STATE/COUNTY-  NM/HARDING
 GL0953  USGS QUAD   -  YATES (1977)
 GL0953
 GL0953                         *CURRENT SURVEY CONTROL
 GL0953  ___________________________________________________________________
 GL0953* NAD 83(1986)-  36 07 46.     (N)    103 54 04.     (W)     SCALED    
 GL0953* NAVD 88     -      1709.721  (meters)    5609.31   (feet)  ADJUSTED  
 GL0953  ___________________________________________________________________
 GL0953  GEOID HEIGHT-         -19.71  (meters)                     GEOID03
 GL0953  DYNAMIC HT  -        1707.615 (meters)    5602.40  (feet)  COMP
 GL0953  MODELED GRAV-     979,339.4   (mgal)                       NAVD 88
 GL0953
 GL0953  VERT ORDER  -  SECOND    CLASS 0
 GL0953
 GL0953.The horizontal coordinates were scaled from a topographic map and have
 GL0953.an estimated accuracy of +/- 6 seconds.
 GL0953
 GL0953.The orthometric height was determined by differential leveling
 GL0953.and adjusted by the National Geodetic Survey in June 1991..
 GL0953
 GL0953.The geoid height was determined by GEOID03.
 GL0953
 GL0953.The dynamic height is computed by dividing the NAVD 88
 GL0953.geopotential number by the normal gravity value computed on the
 GL0953.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0953.degrees latitude (g = 980.6199 gals.).
 GL0953
 GL0953.The modeled gravity was interpolated from observed gravity values.
 GL0953
 GL0953;                    North         East    Units  Estimated Accuracy
 GL0953;SPC NM E     -   568,970.      203,900.      MT  (+/- 180 meters Scaled)
 GL0953
 GL0953                          SUPERSEDED SURVEY CONTROL
 GL0953
 GL0953  NGVD 29 (??/??/92) 1708.949  (m)         5606.78   (f) ADJ UNCH    2 0
 GL0953
 GL0953.Superseded values are not recommended for survey control.
 GL0953.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0953.See file dsdata.txt to determine how the superseded data were derived.
 GL0953
 GL0953_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEV988988(NAD 83)
 GL0953_MARKER: DB = BENCH MARK DISK
 GL0953_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0953_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0953_STAMPING: A 105 1934
 GL0953_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0953+STABILITY: SURFACE MOTION
 GL0953
 GL0953  HISTORY     - Date     Condition        Report By
 GL0953  HISTORY     - 1934     MONUMENTED       CGS
 GL0953  HISTORY     - 1973     MARK NOT FOUND   USGS
 GL0953
 GL0953                          STATION DESCRIPTION
 GL0953
 GL0953'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GL0953'IN YATES.
 GL0953'AT YATES, HARDING COUNTY, ON STATE HIGHWAY 120, AT THE PUBLIC SCHOOL,
 GL0953'144 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE BUILDING, 45 FEET
 GL0953'WEST OF THE CENTERLINE OF THE HIGHWAY, AND 8 FEET WEST OF A FENCE
 GL0953'CORNER.  A STANDARD DISK, STAMPED A 105 1934 AND SET IN THE TOP OF A
 GL0953'CONCRETE POST.  NOTE-- THE SCHOOL HOUSE AT YATES HAS BEEN TORN SOWN
 GL0953'AND A NEW HIGHWAY CROSSES THE SITE OF THE SCHOOL.
 GL0953
 GL0953                          STATION RECOVERY (1973)
 GL0953
 GL0953'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 GL0953'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0238 ***********************************************************************
 CX0238  DESIGNATION -  A 106
 CX0238  PID         -  CX0238
 CX0238  STATE/COUNTY-  NM/OTERO
 CX0238  USGS QUAD   -  HOLLOMAN (1982)
 CX0238
 CX0238                         *CURRENT SURVEY CONTROL
 CX0238  ___________________________________________________________________
 CX0238* NAD 83(1986)-  32 50 06.     (N)    106 06 36.     (W)     SCALED    
 CX0238* NAVD 88     -      1233.029  (meters)    4045.36   (feet)  ADJUSTED  
 CX0238  ___________________________________________________________________
 CX0238  GEOID HEIGHT-         -22.86  (meters)                     GEOID03
 CX0238  DYNAMIC HT  -        1231.231 (meters)    4039.46  (feet)  COMP
 CX0238  MODELED GRAV-     979,138.3   (mgal)                       NAVD 88
 CX0238
 CX0238  VERT ORDER  -  SECOND    CLASS 0
 CX0238
 CX0238.The horizontal coordinates were scaled from a topographic map and have
 CX0238.an estimated accuracy of +/- 6 seconds.
 CX0238
 CX0238.The orthometric height was determined by differential leveling
 CX0238.and adjusted by the National Geodetic Survey in June 1991..
 CX0238
 CX0238.The geoid height was determined by GEOID03.
 CX0238
 CX0238.The dynamic height is computed by dividing the NAVD 88
 CX0238.geopotential number by the normal gravity value computed on the
 CX0238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0238.degrees latitude (g = 980.6199 gals.).
 CX0238
 CX0238.The modeled gravity was interpolated from observed gravity values.
 CX0238
 CX0238;                    North         East    Units  Estimated Accuracy
 CX0238;SPC NM C     -   203,460.      513,110.      MT  (+/- 180 meters Scaled)
 CX0238
 CX0238                          SUPERSEDED SURVEY CONTROL
 CX0238
 CX0238  NGVD 29 (??/??/92) 1232.439  (m)         4043.43   (f) ADJ UNCH    2 0
 CX0238
 CX0238.Superseded values are not recommended for survey control.
 CX0238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0238.See file dsdata.txt to determine how the superseded data were derived.
 CX0238
 CX0238_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS961335(NAD 83)
 CX0238_MARKER: B = BOLT
 CX0238_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX0238_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CX0238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX0238+STABILITY: SURFACE MOTION
 CX0238
 CX0238  HISTORY     - Date     Condition        Report By
 CX0238  HISTORY     - UNK      MONUMENTED       USA
 CX0238  HISTORY     - 1952     GOOD             NGS
 CX0238
 CX0238                          STATION DESCRIPTION
 CX0238
 CX0238'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CX0238'11.55 MI SW FROM ALAMOGORDO.
 CX0238'8.5 MILES SOUTHWEST ALONG U.S. HIGHWAY 70 FROM THE SOUTHERN PACIFIC
 CX0238'RAILROAD STATION AT ALAMOGORDE, THENCE 0.6 MILE NORTHWEST ALONG FIRST
 CX0238'STREET, THENCE 0.55 MILE SOUTHWEST ALONG ARNOLD AVENUE, THENCE 1.9
 CX0238'MILES SOUTHWEST ALONG WEST NEW MEXICO AVENUE, 0.65 MILE NORTHWEST OF A
 CX0238'GUARD STATION, 0.3 MILE SOUTHEAST OF BUILDING 841, 95 FEET SOUTHWEST
 CX0238'OF THE CENTER LINE OF WEST NEW MEXICO AVENUE, 3 FEET NORTHEAST OF A
 CX0238'WITNESS POST, THE TOP OF AN IRON BOLT SET IN THE TOP OF A CONCRETE
 CX0238'POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.  AT HOLLAMAN AIR BASE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0722 ***********************************************************************
 GL0722  DESIGNATION -  A 106
 GL0722  PID         -  GL0722
 GL0722  STATE/COUNTY-  NM/UNION
 GL0722  USGS QUAD   -  ROYCE (1966)
 GL0722
 GL0722                         *CURRENT SURVEY CONTROL
 GL0722  ___________________________________________________________________
 GL0722* NAD 83(1986)-  36 25 25.     (N)    103 18 23.     (W)     SCALED    
 GL0722* NAVD 88     -      1567.957  (meters)    5144.21   (feet)  ADJUSTED  
 GL0722  ___________________________________________________________________
 GL0722  GEOID HEIGHT-         -21.60  (meters)                     GEOID03
 GL0722  DYNAMIC HT  -        1566.079 (meters)    5138.04  (feet)  COMP
 GL0722  MODELED GRAV-     979,378.7   (mgal)                       NAVD 88
 GL0722
 GL0722  VERT ORDER  -  SECOND    CLASS 0
 GL0722
 GL0722.The horizontal coordinates were scaled from a topographic map and have
 GL0722.an estimated accuracy of +/- 6 seconds.
 GL0722
 GL0722.The orthometric height was determined by differential leveling
 GL0722.and adjusted by the National Geodetic Survey in June 1991..
 GL0722
 GL0722.The geoid height was determined by GEOID03.
 GL0722
 GL0722.The dynamic height is computed by dividing the NAVD 88
 GL0722.geopotential number by the normal gravity value computed on the
 GL0722.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0722.degrees latitude (g = 980.6199 gals.).
 GL0722
 GL0722.The modeled gravity was interpolated from observed gravity values.
 GL0722
 GL0722;                    North         East    Units  Estimated Accuracy
 GL0722;SPC NM E     -   602,010.      257,090.      MT  (+/- 180 meters Scaled)
 GL0722
 GL0722                          SUPERSEDED SURVEY CONTROL
 GL0722
 GL0722  NGVD 29 (??/??/92) 1567.195  (m)         5141.71   (f) ADJ UNCH    2 0
 GL0722
 GL0722.Superseded values are not recommended for survey control.
 GL0722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0722.See file dsdata.txt to determine how the superseded data were derived.
 GL0722
 GL0722_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA518322(NAD 83)
 GL0722_MARKER: DB = BENCH MARK DISK
 GL0722_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0722_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0722_STAMPING: A 106 1934
 GL0722_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0722+STABILITY: SURFACE MOTION
 GL0722
 GL0722  HISTORY     - Date     Condition        Report By
 GL0722  HISTORY     - 1934     MONUMENTED       CGS
 GL0722  HISTORY     - 1966     GOOD             USGS
 GL0722  HISTORY     - 1973     MARK NOT FOUND   USGS
 GL0722
 GL0722                          STATION DESCRIPTION
 GL0722
 GL0722'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 GL0722'7.4 MI SW FROM CLAYTON.
 GL0722'CLAYTON, UNION CO., NEW MEXICO--JUNCTION OF U.S. HIGHWAYS (87-54) AND
 GL0722'56.  GO SOUTHWEST ALONG HIGHWAY 56 FOR 4.1 MILES TO AN E-W
 GL0722'SECTION-LINE ROAD. THENCE, 3.3 MILES WEST ALONG GRAVELED ROAD TO THE
 GL0722'BENCH MARK ON THE RIGHT. IN THE R.O.W. FENCE LINE 25 FEET NORTH OF THE
 GL0722'CENTER-LINE, AND ON THE PROJECTED CENTER-LINE OF ROAD SOUTH.  A
 GL0722'STANDARD U. S. C. AND G. S. DISK IN CONCRETE POST, ABOUT 0.2 FOOT
 GL0722'BELOW GROUND SURFACE.  STAMPED A 106, 1934.
 GL0722
 GL0722                          STATION RECOVERY (1973)
 GL0722
 GL0722'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 GL0722'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0502 ***********************************************************************
 FM0502  DESIGNATION -  A 107
 FM0502  PID         -  FM0502
 FM0502  STATE/COUNTY-  NM/UNION
 FM0502  USGS QUAD   -  AMISTAD (1971)
 FM0502
 FM0502                         *CURRENT SURVEY CONTROL
 FM0502  ___________________________________________________________________
 FM0502* NAD 83(1986)-  35 55 31.     (N)    103 09 38.     (W)     SCALED    
 FM0502* NAVD 88     -      1367.673  (meters)    4487.11   (feet)  ADJUSTED  
 FM0502  ___________________________________________________________________
 FM0502  GEOID HEIGHT-         -22.77  (meters)                     GEOID03
 FM0502  DYNAMIC HT  -        1366.041 (meters)    4481.75  (feet)  COMP
 FM0502  MODELED GRAV-     979,392.0   (mgal)                       NAVD 88
 FM0502
 FM0502  VERT ORDER  -  SECOND    CLASS 0
 FM0502
 FM0502.The horizontal coordinates were scaled from a topographic map and have
 FM0502.an estimated accuracy of +/- 6 seconds.
 FM0502
 FM0502.The orthometric height was determined by differential leveling
 FM0502.and adjusted by the National Geodetic Survey in June 1991..
 FM0502
 FM0502.The geoid height was determined by GEOID03.
 FM0502
 FM0502.The dynamic height is computed by dividing the NAVD 88
 FM0502.geopotential number by the normal gravity value computed on the
 FM0502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0502.degrees latitude (g = 980.6199 gals.).
 FM0502
 FM0502.The modeled gravity was interpolated from observed gravity values.
 FM0502
 FM0502;                    North         East    Units  Estimated Accuracy
 FM0502;SPC NM E     -   546,860.      270,830.      MT  (+/- 180 meters Scaled)
 FM0502
 FM0502                          SUPERSEDED SURVEY CONTROL
 FM0502
 FM0502  NGVD 29 (??/??/92) 1367.023  (m)         4484.97   (f) ADJ UNCH    2 0
 FM0502
 FM0502.Superseded values are not recommended for survey control.
 FM0502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0502.See file dsdata.txt to determine how the superseded data were derived.
 FM0502
 FM0502_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFV659772(NAD 83)
 FM0502_MARKER: DB = BENCH MARK DISK
 FM0502_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0502_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0502_STAMPING: A 107 1934
 FM0502_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0502+STABILITY: SURFACE MOTION
 FM0502
 FM0502  HISTORY     - Date     Condition        Report By
 FM0502  HISTORY     - 1934     MONUMENTED       CGS
 FM0502  HISTORY     - 1955     GOOD             NGS
 FM0502  HISTORY     - 1971     MARK NOT FOUND   USGS
 FM0502
 FM0502                          STATION DESCRIPTION
 FM0502
 FM0502'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 FM0502'0.6 MI NW FROM AMISTAD.
 FM0502'0.3 MILE WEST ALONG AN OILED ROAD FROM THE PUBLIC SCHOOL AT AMISTAD,
 FM0502'THENCE 0.3 MILE NORTH ALONG STATE HIGHWAY 18, AT A CURVE IN THE
 FM0502'HIGHWAY, AT A JUNCTION WITH A DIRT ROAD, 145 FEET NORTHEAST OF THE
 FM0502'SOUTH POINT OF A TRIANGLE FORMED BY THE ROAD JUNCTION, 43 FEET EAST OF
 FM0502'THE CENTER LINE OF THE HIGHWAY, 1 FOOT WEST OF A FENCE, 2 FEET SOUTH
 FM0502'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH
 FM0502'WITH THE GROUND.
 FM0502
 FM0502                          STATION RECOVERY (1971)
 FM0502
 FM0502'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 FM0502'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0524 ***********************************************************************
 FM0524  DESIGNATION -  A 108
 FM0524  PID         -  FM0524
 FM0524  STATE/COUNTY-  NM/HARDING
 FM0524  USGS QUAD   -  ROSEBUD (1966)
 FM0524
 FM0524                         *CURRENT SURVEY CONTROL
 FM0524  ___________________________________________________________________
 FM0524* NAD 83(1986)-  35 50 28.     (N)    103 25 57.     (W)     SCALED    
 FM0524* NAVD 88     -      1466.418  (meters)    4811.07   (feet)  ADJUSTED  
 FM0524  ___________________________________________________________________
 FM0524  GEOID HEIGHT-         -21.75  (meters)                     GEOID03
 FM0524  DYNAMIC HT  -        1464.661 (meters)    4805.31  (feet)  COMP
 FM0524  MODELED GRAV-     979,382.6   (mgal)                       NAVD 88
 FM0524
 FM0524  VERT ORDER  -  SECOND    CLASS 0
 FM0524
 FM0524.The horizontal coordinates were scaled from a topographic map and have
 FM0524.an estimated accuracy of +/- 6 seconds.
 FM0524
 FM0524.The orthometric height was determined by differential leveling
 FM0524.and adjusted by the National Geodetic Survey in June 1991..
 FM0524
 FM0524.The geoid height was determined by GEOID03.
 FM0524
 FM0524.The dynamic height is computed by dividing the NAVD 88
 FM0524.geopotential number by the normal gravity value computed on the
 FM0524.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0524.degrees latitude (g = 980.6199 gals.).
 FM0524
 FM0524.The modeled gravity was interpolated from observed gravity values.
 FM0524
 FM0524;                    North         East    Units  Estimated Accuracy
 FM0524;SPC NM E     -   537,260.      246,380.      MT  (+/- 180 meters Scaled)
 FM0524
 FM0524                          SUPERSEDED SURVEY CONTROL
 FM0524
 FM0524  NGVD 29 (??/??/92) 1465.756  (m)         4808.90   (f) ADJ UNCH    2 0
 FM0524
 FM0524.Superseded values are not recommended for survey control.
 FM0524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0524.See file dsdata.txt to determine how the superseded data were derived.
 FM0524
 FM0524_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFV415674(NAD 83)
 FM0524_MARKER: DB = BENCH MARK DISK
 FM0524_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0524_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0524_STAMPING: A 108 1934
 FM0524_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0524+STABILITY: SURFACE MOTION
 FM0524
 FM0524  HISTORY     - Date     Condition        Report By
 FM0524  HISTORY     - 1934     MONUMENTED       CGS
 FM0524  HISTORY     - 1955     GOOD             NGS
 FM0524  HISTORY     - 1984     MARK NOT FOUND   NGS
 FM0524
 FM0524                          STATION DESCRIPTION
 FM0524
 FM0524'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 FM0524'0.6 MI E FROM ROSEBUD.
 FM0524'0.6 MILE EAST ALONG STATE HIGHWAY 65 FROM THE PUBLIC SCHOOL AT
 FM0524'ROSEBUD, 400 FEET WEST OF A CULVERT, 26 FEET NORTH OF THE CENTER LINE
 FM0524'OF THE HIGHWAY, 2.5 FEET SOUTH OF A FENCE, 2.3 FEET WEST OF A WITNESS
 FM0524'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE
 FM0524'THE GROUND.
 FM0524
 FM0524                          STATION RECOVERY (1984)
 FM0524
 FM0524'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FM0524'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0001 ***********************************************************************
 EP0001  DESIGNATION -  A 109
 EP0001  PID         -  EP0001
 EP0001  STATE/COUNTY-  NM/GUADALUPE
 EP0001  USGS QUAD   -  FALLON RANCH (1964)
 EP0001
 EP0001                         *CURRENT SURVEY CONTROL
 EP0001  ___________________________________________________________________
 EP0001* NAD 83(1986)-  34 45 19.     (N)    104 28 47.     (W)     SCALED    
 EP0001* NAVD 88     -      1358.332  (meters)    4456.46   (feet)  ADJUSTED  
 EP0001  ___________________________________________________________________
 EP0001  GEOID HEIGHT-         -22.99  (meters)                     GEOID03
 EP0001  DYNAMIC HT  -        1356.533 (meters)    4450.56  (feet)  COMP
 EP0001  MODELED GRAV-     979,263.6   (mgal)                       NAVD 88
 EP0001
 EP0001  VERT ORDER  -  SECOND    CLASS 0
 EP0001
 EP0001.The horizontal coordinates were scaled from a topographic map and have
 EP0001.an estimated accuracy of +/- 6 seconds.
 EP0001
 EP0001.The orthometric height was determined by differential leveling
 EP0001.and adjusted by the National Geodetic Survey in June 1991..
 EP0001
 EP0001.The geoid height was determined by GEOID03.
 EP0001
 EP0001.The dynamic height is computed by dividing the NAVD 88
 EP0001.geopotential number by the normal gravity value computed on the
 EP0001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EP0001.degrees latitude (g = 980.6199 gals.).
 EP0001
 EP0001.The modeled gravity was interpolated from observed gravity values.
 EP0001
 EP0001;                    North         East    Units  Estimated Accuracy
 EP0001;SPC NM E     -   416,440.      151,600.      MT  (+/- 180 meters Scaled)
 EP0001
 EP0001                          SUPERSEDED SURVEY CONTROL
 EP0001
 EP0001  NGVD 29 (??/??/92) 1357.664  (m)         4454.27   (f) ADJ UNCH    2 0
 EP0001
 EP0001.Superseded values are not recommended for survey control.
 EP0001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EP0001.See file dsdata.txt to determine how the superseded data were derived.
 EP0001
 EP0001_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEU476460(NAD 83)
 EP0001_MARKER: DB = BENCH MARK DISK
 EP0001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EP0001_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EP0001_STAMPING: A-109 1934
 EP0001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EP0001+STABILITY: SURFACE MOTION
 EP0001
 EP0001  HISTORY     - Date     Condition        Report By
 EP0001  HISTORY     - 1934     MONUMENTED       CGS
 EP0001
 EP0001                          STATION DESCRIPTION
 EP0001
 EP0001'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EP0001'19.0 MI SE FROM SANTA ROSA.
 EP0001'19.0 MILES SOUTHEAST OF COUNTY COURTHOUSE AT SANTA ROSA 0.3 MILE SOUTH
 EP0001'OF SMALL WOODEN BRIDGE OVER DRY WASH.  65 FEET NORTHWEST OF SIDE ROAD
 EP0001'TO THE EAST.  42 FEET WEST OF CENTERLINE OF STATE HIGHWAY 20.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0134 ***********************************************************************
 CW0134  DESIGNATION -  A 11
 CW0134  PID         -  CW0134
 CW0134  STATE/COUNTY-  NM/EDDY
 CW0134  USGS QUAD   -  CARLSBAD EAST (1985)
 CW0134
 CW0134                         *CURRENT SURVEY CONTROL
 CW0134  ___________________________________________________________________
 CW0134* NAD 83(1986)-  32 25 14.     (N)    104 13 41.     (W)     SCALED    
 CW0134* NAVD 88     -       947.628  (meters)    3109.01   (feet)  ADJUSTED  
 CW0134  ___________________________________________________________________
 CW0134  GEOID HEIGHT-         -24.23  (meters)                     GEOID03
 CW0134  DYNAMIC HT  -         946.286 (meters)    3104.61  (feet)  COMP
 CW0134  MODELED GRAV-     979,190.9   (mgal)                       NAVD 88
 CW0134
 CW0134  VERT ORDER  -  FIRST     CLASS II
 CW0134
 CW0134.The horizontal coordinates were scaled from a topographic map and have
 CW0134.an estimated accuracy of +/- 6 seconds.
 CW0134
 CW0134.The orthometric height was determined by differential leveling
 CW0134.and adjusted by the National Geodetic Survey in June 1991..
 CW0134
 CW0134.The geoid height was determined by GEOID03.
 CW0134
 CW0134.The dynamic height is computed by dividing the NAVD 88
 CW0134.geopotential number by the normal gravity value computed on the
 CW0134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0134.degrees latitude (g = 980.6199 gals.).
 CW0134
 CW0134.The modeled gravity was interpolated from observed gravity values.
 CW0134
 CW0134;                    North         East    Units  Estimated Accuracy
 CW0134;SPC NM E     -   157,500.      174,900.      MT  (+/- 180 meters Scaled)
 CW0134
 CW0134                          SUPERSEDED SURVEY CONTROL
 CW0134
 CW0134  NGVD 29 (??/??/92)  947.10   (m)         3107.3    (f) COMPUTED    1 2
 CW0134
 CW0134.Superseded values are not recommended for survey control.
 CW0134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0134.See file dsdata.txt to determine how the superseded data were derived.
 CW0134
 CW0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SER725873(NAD 83)
 CW0134_MARKER: DB = BENCH MARK DISK
 CW0134_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CW0134_SP_SET: BUILDING
 CW0134_STAMPING: A 11 1916. 3107.471
 CW0134_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CW0134
 CW0134  HISTORY     - Date     Condition        Report By
 CW0134  HISTORY     - 1916     MONUMENTED       CGS
 CW0134  HISTORY     - 1934     GOOD             NGS
 CW0134  HISTORY     - 19970915 MARK NOT FOUND   USPSQD
 CW0134  HISTORY     - 20040320 MARK NOT FOUND   USPSQD
 CW0134  HISTORY     - 20050709 MARK NOT FOUND   USPSQD
 CW0134
 CW0134                          STATION DESCRIPTION
 CW0134
 CW0134'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CW0134'IN CARLSBAD.
 CW0134'AT CARLSBAD, EDDY COUNTY, 2 FEET EAST OF THE SOUTHWEST CORNER, ON THE
 CW0134'SOUTH SIDE, OF THE EAST PART OF THE COURTHOUSE.  A STANDARD DISK.
 CW0134'STAMPED A 11 1916. 3107.471.
 CW0134
 CW0134                          STATION RECOVERY (1997)
 CW0134
 CW0134'RECOVERY NOTE BY US POWER SQUADRON 1997
 CW0134'MARK NOT FOUND.
 CW0134
 CW0134                          STATION RECOVERY (2004)
 CW0134
 CW0134'RECOVERY NOTE BY US POWER SQUADRON 2004 (CRB)
 CW0134'MARK NOT FOUND.
 CW0134
 CW0134                          STATION RECOVERY (2005)
 CW0134
 CW0134'RECOVERY NOTE BY US POWER SQUADRON 2005 (RTK)
 CW0134'THE MARK MAY BE UNDER THE WELL MAINTAINED LANDSCAPE OR THE NEW
 CW0134'SIDEWALK
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0483 ***********************************************************************
 EO0483  DESIGNATION -  A 110
 EO0483  PID         -  EO0483
 EO0483  STATE/COUNTY-  NM/QUAY
 EO0483  USGS QUAD   -  JORDAN (1970)
 EO0483
 EO0483                         *CURRENT SURVEY CONTROL
 EO0483  ___________________________________________________________________
 EO0483* NAD 83(1986)-  34 50 42.     (N)    103 45 38.     (W)     SCALED    
 EO0483* NAVD 88     -      1382.023  (meters)    4534.19   (feet)  ADJUSTED  
 EO0483  ___________________________________________________________________
 EO0483  GEOID HEIGHT-         -23.44  (meters)                     GEOID03
 EO0483  DYNAMIC HT  -        1380.194 (meters)    4528.19  (feet)  COMP
 EO0483  MODELED GRAV-     979,263.6   (mgal)                       NAVD 88
 EO0483
 EO0483  VERT ORDER  -  SECOND    CLASS 0
 EO0483
 EO0483.The horizontal coordinates were scaled from a topographic map and have
 EO0483.an estimated accuracy of +/- 6 seconds.
 EO0483
 EO0483.The orthometric height was determined by differential leveling
 EO0483.and adjusted by the National Geodetic Survey in June 1991..
 EO0483
 EO0483.The geoid height was determined by GEOID03.
 EO0483
 EO0483.The dynamic height is computed by dividing the NAVD 88
 EO0483.geopotential number by the normal gravity value computed on the
 EO0483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0483.degrees latitude (g = 980.6199 gals.).
 EO0483
 EO0483.The modeled gravity was interpolated from observed gravity values.
 EO0483
 EO0483;                    North         East    Units  Estimated Accuracy
 EO0483;SPC NM E     -   426,530.      217,380.      MT  (+/- 180 meters Scaled)
 EO0483
 EO0483                          SUPERSEDED SURVEY CONTROL
 EO0483
 EO0483  NGVD 29 (??/??/92) 1381.326  (m)         4531.90   (f) ADJ UNCH    2 0
 EO0483
 EO0483.Superseded values are not recommended for survey control.
 EO0483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0483.See file dsdata.txt to determine how the superseded data were derived.
 EO0483
 EO0483_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFU133565(NAD 83)
 EO0483_MARKER: DB = BENCH MARK DISK
 EO0483_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EO0483_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EO0483_STAMPING: A-110 1934
 EO0483_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EO0483+STABILITY: SURFACE MOTION
 EO0483
 EO0483  HISTORY     - Date     Condition        Report By
 EO0483  HISTORY     - 1934     MONUMENTED       CGS
 EO0483  HISTORY     - 1951     MARK NOT FOUND   LOCSUR
 EO0483
 EO0483                          STATION DESCRIPTION
 EO0483
 EO0483'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EO0483'2.2 MI N FROM RAGLAND.
 EO0483'2.2 MILES NORTH OF RAGLAND 188 FEET SOUTH OF WEST CONCRETE HEADWALL OF
 EO0483'GALVANIZED PIPE CULVERT.  80 FEET SOUTH OF TELEPHONE POLE.  69 FEET
 EO0483'WEST OF CENTERLINE OF STATE HIGHWAY 18.
 EO0483
 EO0483                          STATION RECOVERY (1951)
 EO0483
 EO0483'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1951
 EO0483'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0262 ***********************************************************************
 EO0262  DESIGNATION -  A 111
 EO0262  PID         -  EO0262
 EO0262  STATE/COUNTY-  NM/CURRY
 EO0262  USGS QUAD   -  NED HOUK PARK (1985)
 EO0262
 EO0262                         *CURRENT SURVEY CONTROL
 EO0262  ___________________________________________________________________
 EO0262* NAD 83(1986)-  34 33 52.     (N)    103 11 46.     (W)     SCALED    
 EO0262* NAVD 88     -      1348.458  (meters)    4424.07   (feet)  ADJUSTED  
 EO0262  ___________________________________________________________________
 EO0262  GEOID HEIGHT-         -23.81  (meters)                     GEOID03
 EO0262  DYNAMIC HT  -        1346.689 (meters)    4418.26  (feet)  COMP
 EO0262  MODELED GRAV-     979,276.0   (mgal)                       NAVD 88
 EO0262
 EO0262  VERT ORDER  -  SECOND    CLASS 0
 EO0262
 EO0262.The horizontal coordinates were scaled from a topographic map and have
 EO0262.an estimated accuracy of +/- 6 seconds.
 EO0262
 EO0262.The orthometric height was determined by differential leveling
 EO0262.and adjusted by the National Geodetic Survey in June 1991..
 EO0262
 EO0262.The geoid height was determined by GEOID03.
 EO0262
 EO0262.The dynamic height is computed by dividing the NAVD 88
 EO0262.geopotential number by the normal gravity value computed on the
 EO0262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0262.degrees latitude (g = 980.6199 gals.).
 EO0262
 EO0262.The modeled gravity was interpolated from observed gravity values.
 EO0262
 EO0262;                    North         East    Units  Estimated Accuracy
 EO0262;SPC NM E     -   395,850.      269,360.      MT  (+/- 180 meters Scaled)
 EO0262
 EO0262                          SUPERSEDED SURVEY CONTROL
 EO0262
 EO0262  NGVD 29 (??/??/92) 1347.830  (m)         4422.01   (f) ADJ UNCH    2 0
 EO0262
 EO0262.Superseded values are not recommended for survey control.
 EO0262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0262.See file dsdata.txt to determine how the superseded data were derived.
 EO0262
 EO0262_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFU654262(NAD 83)
 EO0262_MARKER: DB = BENCH MARK DISK
 EO0262_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EO0262_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EO0262_STAMPING: A-111 1934
 EO0262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EO0262+STABILITY: SURFACE MOTION
 EO0262
 EO0262  HISTORY     - Date     Condition        Report By
 EO0262  HISTORY     - 1934     MONUMENTED       CGS
 EO0262  HISTORY     - 1956     GOOD             USGS
 EO0262
 EO0262                          STATION DESCRIPTION
 EO0262
 EO0262'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EO0262'12.0 MI N FROM CLOVIS.
 EO0262'12.0 MILES NORTH OF A T S F RR DEPOT AT CLOVIS 32 FEET SOUTH OF
 EO0262'CENTERLINE OF EAST AND WEST SECTION LINE ROAD.  2 FEET SOUTHEAST OF
 EO0262'HIGHWAY STATION NO. 265+00.  45 FEET EAST OF CENTERLINE OF STATE
 EO0262'HIGHWAY 12.  NOTE-- BM IS 42 FEET EAST OF THE CENTER-LINE OF STATE
 EO0262'HIGHWAY NO. 18, AND 32 FEET SOUTH OF THE GRADED SECTION LINE ROAD
 EO0262'CENTER LINE.
 EO0262
 EO0262                          STATION RECOVERY (1956)
 EO0262
 EO0262'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 EO0262'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0683 ***********************************************************************
 FM0683  DESIGNATION -  A 112
 FM0683  PID         -  FM0683
 FM0683  STATE/COUNTY-  NM/QUAY
 FM0683  USGS QUAD   -  TUCUMCARI (1967)
 FM0683
 FM0683                         *CURRENT SURVEY CONTROL
 FM0683  ___________________________________________________________________
 FM0683* NAD 83(1986)-  35 10 32.     (N)    103 38 46.     (W)     SCALED    
 FM0683* NAVD 88     -      1232.819  (meters)    4044.67   (feet)  ADJUSTED  
 FM0683  ___________________________________________________________________
 FM0683  GEOID HEIGHT-         -23.33  (meters)                     GEOID03
 FM0683  DYNAMIC HT  -        1231.283 (meters)    4039.63  (feet)  COMP
 FM0683  MODELED GRAV-     979,345.6   (mgal)                       NAVD 88
 FM0683
 FM0683  VERT ORDER  -  SECOND    CLASS 0
 FM0683
 FM0683.The horizontal coordinates were scaled from a topographic map and have
 FM0683.an estimated accuracy of +/- 6 seconds.
 FM0683
 FM0683.The orthometric height was determined by differential leveling
 FM0683.and adjusted by the National Geodetic Survey in June 1991..
 FM0683
 FM0683.The geoid height was determined by GEOID03.
 FM0683
 FM0683.The dynamic height is computed by dividing the NAVD 88
 FM0683.geopotential number by the normal gravity value computed on the
 FM0683.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0683.degrees latitude (g = 980.6199 gals.).
 FM0683
 FM0683.The modeled gravity was interpolated from observed gravity values.
 FM0683
 FM0683;                    North         East    Units  Estimated Accuracy
 FM0683;SPC NM E     -   463,270.      227,600.      MT  (+/- 180 meters Scaled)
 FM0683
 FM0683                          SUPERSEDED SURVEY CONTROL
 FM0683
 FM0683  NGVD 29 (??/??/92) 1232.212  (m)         4042.68   (f) ADJ UNCH    2 0
 FM0683
 FM0683.Superseded values are not recommended for survey control.
 FM0683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0683.See file dsdata.txt to determine how the superseded data were derived.
 FM0683
 FM0683_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFU232933(NAD 83)
 FM0683_MARKER: DB = BENCH MARK DISK
 FM0683_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0683_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0683_STAMPING: A 112 1934
 FM0683_MARK LOGO: CGS   
 FM0683_PROJECTION: FLUSH
 FM0683_MAGNETIC: N = NO MAGNETIC MATERIAL
 FM0683_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0683+STABILITY: SURFACE MOTION
 FM0683_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FM0683+SATELLITE: SATELLITE OBSERVATIONS - February 03, 1999
 FM0683
 FM0683  HISTORY     - Date     Condition        Report By
 FM0683  HISTORY     - 1934     MONUMENTED       CGS
 FM0683  HISTORY     - 19990203 GOOD             NGS
 FM0683
 FM0683                          STATION DESCRIPTION
 FM0683
 FM0683'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FM0683'5.4 MI E FROM TUCUMCARI.
 FM0683'5.4 MILES EAST OF COURTHOUSE AT TUCUMCARI 95 FEET SOUTH OF MILE POST
 FM0683'869.  5 FEET NORTH OF RIGHT-OF-WAY FENCE LINE.  2 FEET BELOW LEVEL OF
 FM0683'RAILS.  45 FEET SOUTH OF CENTERLINE OF ROCK ISLAND RAILROAD.
 FM0683
 FM0683                          STATION RECOVERY (1999)
 FM0683
 FM0683'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 FM0683'4.1 KM (2.55 MI) EASTERLY ALONG U.S.  HIGHWAY 66 FROM THE JUNCTION OF
 FM0683'STATE HIGHWAYS 104 AND 209 IN TUCUMCARI, THENCE 2.9 KM (1.80 MI)
 FM0683'EASTERLY ALONG COUNTY ROAD 63, THENCE 0.4 KM (0.25 MI) NORTHERLY ALONG
 FM0683'COUNTY ROAD AK, THENCE 0.3 KM (0.20 MI) EASTERLY ALONG A TRACK ROAD,
 FM0683'14.2 M (46.6 FT) SOUTHWEST OF THE CENTER OF A RAILROAD GRADE, 6.8 M
 FM0683'(22.3 FT) SOUTHWEST OF THE ROAD CENTER, 0.5 M (1.6 FT) ABOVE THE LEVEL
 FM0683'OF THE ROAD, AND 0.3 M (1.0 FT) NORTHEAST OF A WITNESS POST.
 FM0683'NOTE--THE MONUMENT IS ON PROPERTY OWNED BY H.J.  CARLSON, P.O.  BOX
 FM0683'967, TUCUMCARI, NM 88401, TELEPHONE NUMBER (505) 461-3724.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0207 ***********************************************************************
 EP0207  DESIGNATION -  A 12
 EP0207  PID         -  EP0207
 EP0207  STATE/COUNTY-  NM/GUADALUPE
 EP0207  USGS QUAD   -  BURRO LAKE (1978)
 EP0207
 EP0207                         *CURRENT SURVEY CONTROL
 EP0207  ___________________________________________________________________
 EP0207* NAD 83(1986)-  34 43 48.     (N)    105 03 08.     (W)     SCALED    
 EP0207* NAVD 88     -      1674.749  (meters)    5494.57   (feet)  ADJUSTED  
 EP0207  ___________________________________________________________________
 EP0207  GEOID HEIGHT-         -21.24  (meters)                     GEOID03
 EP0207  DYNAMIC HT  -        1672.435 (meters)    5486.98  (feet)  COMP
 EP0207  MODELED GRAV-     979,194.3   (mgal)                       NAVD 88
 EP0207
 EP0207  VERT ORDER  -  FIRST     CLASS II
 EP0207
 EP0207.The horizontal coordinates were scaled from a topographic map and have
 EP0207.an estimated accuracy of +/- 6 seconds.
 EP0207
 EP0207.The orthometric height was determined by differential leveling
 EP0207.and adjusted by the National Geodetic Survey in June 1991..
 EP0207
 EP0207.The geoid height was determined by GEOID03.
 EP0207
 EP0207.The dynamic height is computed by dividing the NAVD 88
 EP0207.geopotential number by the normal gravity value computed on the
 EP0207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EP0207.degrees latitude (g = 980.6199 gals.).
 EP0207
 EP0207.The modeled gravity was interpolated from observed gravity values.
 EP0207
 EP0207;                    North         East    Units  Estimated Accuracy
 EP0207;SPC NM E     -   413,860.       99,160.      MT  (+/- 180 meters Scaled)
 EP0207
 EP0207                          SUPERSEDED SURVEY CONTROL
 EP0207
 EP0207  NGVD 29 (??/??/92) 1673.993  (m)         5492.09   (f) ADJ UNCH    1 2
 EP0207
 EP0207.Superseded values are not recommended for survey control.
 EP0207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EP0207.See file dsdata.txt to determine how the superseded data were derived.
 EP0207
 EP0207_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDU952431(NAD 83)
 EP0207_MARKER: DB = BENCH MARK DISK
 EP0207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EP0207_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EP0207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EP0207+STABILITY: SURFACE MOTION
 EP0207
 EP0207  HISTORY     - Date     Condition        Report By
 EP0207  HISTORY     - UNK      MONUMENTED       CGS
 EP0207  HISTORY     - 1927     GOOD             NGS
 EP0207  HISTORY     - 1974     MARK NOT FOUND   USGS
 EP0207
 EP0207                          STATION DESCRIPTION
 EP0207
 EP0207'DESCRIBED BY NATIONAL GEODETIC SURVEY 1927
 EP0207'7 MI SW FROM PASTURA.
 EP0207'78 FT. SOUTHEAST OF CENTER LINE OF MAIN TRACK OF THE S. P. RY. 19 FT.
 EP0207'WEST OF EAST RIGHT OF WAY FENCE, 150 YARDS SOUTH OF MILE POST 1540,
 EP0207'100 YARDS SOUTH OF SOUTH END OF A ROCK CUT.  DUE SOUTH, ACROSS TRACK,
 EP0207'FROM SIGN WINKLE.
 EP0207
 EP0207                          STATION RECOVERY (1974)
 EP0207
 EP0207'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 EP0207'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0483 ***********************************************************************
 EQ0483  DESIGNATION -  A 122 RESET
 EQ0483  PID         -  EQ0483
 EQ0483  STATE/COUNTY-  NM/SOCORRO
 EQ0483  USGS QUAD   -  ARROWHEAD WELL (1995)
 EQ0483
 EQ0483                         *CURRENT SURVEY CONTROL
 EQ0483  ___________________________________________________________________
 EQ0483* NAD 83(1986)-  34 03 48.     (N)    107 35 52.     (W)     SCALED    
 EQ0483* NAVD 88     -      2140.757  (meters)    7023.47   (feet)  ADJUSTED  
 EQ0483  ___________________________________________________________________
 EQ0483  GEOID HEIGHT-         -21.64  (meters)                     GEOID03
 EQ0483  DYNAMIC HT  -        2137.411 (meters)    7012.49  (feet)  COMP
 EQ0483  MODELED GRAV-     978,996.4   (mgal)                       NAVD 88
 EQ0483
 EQ0483  VERT ORDER  -  FIRST     CLASS I
 EQ0483
 EQ0483.The horizontal coordinates were scaled from a topographic map and have
 EQ0483.an estimated accuracy of +/- 6 seconds.
 EQ0483
 EQ0483.The orthometric height was determined by differential leveling
 EQ0483.and adjusted by the National Geodetic Survey in June 1991..
 EQ0483
 EQ0483.The geoid height was determined by GEOID03.
 EQ0483
 EQ0483.The dynamic height is computed by dividing the NAVD 88
 EQ0483.geopotential number by the normal gravity value computed on the
 EQ0483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0483.degrees latitude (g = 980.6199 gals.).
 EQ0483
 EQ0483.The modeled gravity was interpolated from observed gravity values.
 EQ0483
 EQ0483;                    North         East    Units  Estimated Accuracy
 EQ0483;SPC NM C     -   340,500.      375,590.      MT  (+/- 180 meters Scaled)
 EQ0483
 EQ0483                          SUPERSEDED SURVEY CONTROL
 EQ0483
 EQ0483  NGVD 29 (??/??/92) 2139.798  (m)         7020.32   (f) ADJ UNCH    1 1
 EQ0483
 EQ0483.Superseded values are not recommended for survey control.
 EQ0483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0483.See file dsdata.txt to determine how the superseded data were derived.
 EQ0483
 EQ0483_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBT602722(NAD 83)
 EQ0483_MARKER: DB = BENCH MARK DISK
 EQ0483_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EQ0483_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EQ0483_STAMPING: A 122 RESET 1958
 EQ0483_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EQ0483+STABILITY: SURFACE MOTION
 EQ0483
 EQ0483  HISTORY     - Date     Condition        Report By
 EQ0483  HISTORY     - 1958     MONUMENTED       CGS
 EQ0483  HISTORY     - 1978     GOOD             NGS
 EQ0483  HISTORY     - 1980     GOOD             NGS
 EQ0483
 EQ0483                          STATION DESCRIPTION
 EQ0483
 EQ0483'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 EQ0483'15.1 MI E FROM DATIL.
 EQ0483'ABOUT 15.1 MILES EAST ALONG U. S. HIGHWAY 60 FROM THE POST OFFICE AT
 EQ0483'DATIL, 132 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, AT THE
 EQ0483'JUNCTION OF STATE HIGHWAY 78, 140 FEET WEST OF THE CENTER LINE OF THE
 EQ0483'STATE HIGHWAY, 149 FEET SOUTHEAST OF A POWER POLE, 2 FEET NORTHWEST OF
 EQ0483'A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE HIGHWAYS, AND IN THE
 EQ0483'TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 EQ0483
 EQ0483                          STATION RECOVERY (1978)
 EQ0483
 EQ0483'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EQ0483'11.65 MILES WEST ALONG U.S HIGHWAY 60 FROM THE POST OFFICE IN
 EQ0483'MAGDALENA, THENCE 0.75 MILE SOUTHWEST ALONG STATE HIGHWAY 52, AND
 EQ0483'THENCE 8.0 MILES WEST ALONG A GRAVEL ROAD.  AT THE SOUTHWEST CORNER
 EQ0483'OF THE JUNCTION OF STATE HIGHWAY 78 AND THE EAST AND WEST ROAD, 140
 EQ0483'FEET WEST OF THE CENTERLINE OF THE STATE HIGHWAY AND 132 FEET SOUTH
 EQ0483'OF THE CENTERLINE OF THE EAST AND WEST ROAD.  ALSO, 15.1 MILE EAST
 EQ0483'ALONG U.S HIGHWAY 60 FROM THE STATE WEIGHT STATION AT DATIL, AND
 EQ0483'THENCE 2.45 MILE SOUTH ALONG STATE HIGHWAY 78.
 EQ0483
 EQ0483                          STATION RECOVERY (1980)
 EQ0483
 EQ0483'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 EQ0483'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0083 ***********************************************************************
 DT0083  DESIGNATION -  A 124
 DT0083  PID         -  DT0083
 DT0083  STATE/COUNTY-  NM/GRANT
 DT0083  USGS QUAD   -  NORTH STAR MESA (1965)
 DT0083
 DT0083                         *CURRENT SURVEY CONTROL
 DT0083  ___________________________________________________________________
 DT0083* NAD 83(1986)-  33 04 17.     (N)    108 00 10.     (W)     SCALED    
 DT0083* NAVD 88     -      2224.302  (meters)    7297.56   (feet)  ADJUSTED  
 DT0083  ___________________________________________________________________
 DT0083  GEOID HEIGHT-         -22.67  (meters)                     GEOID03
 DT0083  DYNAMIC HT  -        2220.661 (meters)    7285.62  (feet)  COMP
 DT0083  MODELED GRAV-     978,920.4   (mgal)                       NAVD 88
 DT0083
 DT0083  VERT ORDER  -  SECOND    CLASS 0
 DT0083
 DT0083.The horizontal coordinates were scaled from a topographic map and have
 DT0083.an estimated accuracy of +/- 6 seconds.
 DT0083
 DT0083.The orthometric height was determined by differential leveling
 DT0083.and adjusted by the National Geodetic Survey in June 1991..
 DT0083
 DT0083.The geoid height was determined by GEOID03.
 DT0083
 DT0083.The dynamic height is computed by dividing the NAVD 88
 DT0083.geopotential number by the normal gravity value computed on the
 DT0083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0083.degrees latitude (g = 980.6199 gals.).
 DT0083
 DT0083.The modeled gravity was interpolated from observed gravity values.
 DT0083
 DT0083;                    North         East    Units  Estimated Accuracy
 DT0083;SPC NM W     -   229,690.      814,180.      MT  (+/- 180 meters Scaled)
 DT0083
 DT0083                          SUPERSEDED SURVEY CONTROL
 DT0083
 DT0083  NGVD 29 (??/??/92) 2223.326  (m)         7294.36   (f) ADJ UNCH    2 0
 DT0083
 DT0083.Superseded values are not recommended for survey control.
 DT0083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0083.See file dsdata.txt to determine how the superseded data were derived.
 DT0083
 DT0083_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYB798631(NAD 83)
 DT0083_MARKER: DB = BENCH MARK DISK
 DT0083_SETTING: 66 = SET IN ROCK OUTCROP
 DT0083_SP_SET: LARGE ROCK
 DT0083_STAMPING: A-124 1934
 DT0083_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DT0083+STABILITY: POSITION/ELEVATION WELL
 DT0083
 DT0083  HISTORY     - Date     Condition        Report By
 DT0083  HISTORY     - 1934     MONUMENTED       CGS
 DT0083
 DT0083                          STATION DESCRIPTION
 DT0083
 DT0083'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DT0083'19.2 MI N FROM MIMBRES.
 DT0083'19.2 MI. N. ALONG ROAD TO BEAVERHEAD.  12 FT. S. OF THE CENTER LINE OF
 DT0083'DRY CREEK, 18 FT. S.E. OF THE CENTER LINE OF A SMALL WOODEN BRIDGE,
 DT0083'AND 15 FT. E. OF THE CENTER LINE OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1187 ***********************************************************************
 CX1187  DESIGNATION -  A 125
 CX1187  PID         -  CX1187
 CX1187  STATE/COUNTY-  NM/LUNA
 CX1187  USGS QUAD   -  TAYLOR MOUNTAIN (1985)
 CX1187
 CX1187                         *CURRENT SURVEY CONTROL
 CX1187  ___________________________________________________________________
 CX1187* NAD 83(1986)-  32 34 48.     (N)    107 54 04.     (W)     SCALED    
 CX1187* NAVD 88     -      1555.723  (meters)    5104.07   (feet)  POSTED    
 CX1187  ___________________________________________________________________
 CX1187  GEOID HEIGHT-         -23.88  (meters)                     GEOID03
 CX1187  DYNAMIC HT  -        1553.350 (meters)    5096.28  (feet)  COMP
 CX1187  MODELED GRAV-     979,057.5   (mgal)                       NAVD 88
 CX1187
 CX1187  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 CX1187
 CX1187.The horizontal coordinates were scaled from a topographic map and have
 CX1187.an estimated accuracy of +/- 6 seconds.
 CX1187
 CX1187.The orthometric height was determined by differential leveling
 CX1187.and adjusted by the National Geodetic Survey in 1992..
 CX1187.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 CX1187.rate of 2.1 thru 3.0 mm/km.
 CX1187
 CX1187.The geoid height was determined by GEOID03.
 CX1187
 CX1187.The dynamic height is computed by dividing the NAVD 88
 CX1187.geopotential number by the normal gravity value computed on the
 CX1187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX1187.degrees latitude (g = 980.6199 gals.).
 CX1187
 CX1187.The modeled gravity was interpolated from observed gravity values.
 CX1187
 CX1187;                    North         East    Units  Estimated Accuracy
 CX1187;SPC NM W     -   175,180.      823,640.      MT  (+/- 180 meters Scaled)
 CX1187
 CX1187                          SUPERSEDED SURVEY CONTROL
 CX1187
 CX1187  NGVD 29 (??/??/92) 1554.923  (m)         5101.44   (f) ADJ UNCH    2 0
 CX1187
 CX1187.Superseded values are not recommended for survey control.
 CX1187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1187.See file dsdata.txt to determine how the superseded data were derived.
 CX1187
 CX1187_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBS276084(NAD 83)
 CX1187_MARKER: DB = BENCH MARK DISK
 CX1187_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX1187_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CX1187_STAMPING: A 125 1934
 CX1187_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX1187+STABILITY: SURFACE MOTION
 CX1187
 CX1187  HISTORY     - Date     Condition        Report By
 CX1187  HISTORY     - 1934     MONUMENTED       CGS
 CX1187  HISTORY     - 1953     GOOD             NGS
 CX1187
 CX1187                          STATION DESCRIPTION
 CX1187
 CX1187'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CX1187'6.9 MI S FROM DWYER.
 CX1187'6.9 MILES SOUTH ALONG NEW MEXICO STATE HIGHWAY 61 FROM THE GRADE
 CX1187'SCHOOL AT DWYER, 18 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 3.0
 CX1187'FEET WEST OF A WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN
 CX1187'THE TOP OF A CONCRETE POST PROJECTING 0.9 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0066 ***********************************************************************
 CY0066  DESIGNATION -  A 126
 CY0066  PID         -  CY0066
 CY0066  STATE/COUNTY-  NM/GRANT
 CY0066  USGS QUAD   -  WHITE SIGNAL (1992)
 CY0066
 CY0066                         *CURRENT SURVEY CONTROL
 CY0066  ___________________________________________________________________
 CY0066* NAD 83(1986)-  32 35 20.     (N)    108 20 35.     (W)     SCALED    
 CY0066* NAVD 88     -      1828.61   (+/-2cm)    5999.4    (feet)  VERTCON   
 CY0066  ___________________________________________________________________
 CY0066  GEOID HEIGHT-         -24.25  (meters)                     GEOID03
 CY0066
 CY0066  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CY0066
 CY0066.The horizontal coordinates were scaled from a topographic map and have
 CY0066.an estimated accuracy of +/- 6 seconds.
 CY0066
 CY0066.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0066.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0066.The vertical order pertains to the NGVD 29 superseded value.
 CY0066
 CY0066.The geoid height was determined by GEOID03.
 CY0066
 CY0066;                    North         East    Units  Estimated Accuracy
 CY0066;SPC NM W     -   176,280.      782,150.      MT  (+/- 180 meters Scaled)
 CY0066
 CY0066                          SUPERSEDED SURVEY CONTROL
 CY0066
 CY0066  NGVD 29 (??/??/92) 1827.684  (m)         5996.33   (f) ADJ UNCH    2 0
 CY0066
 CY0066.Superseded values are not recommended for survey control.
 CY0066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0066.See file dsdata.txt to determine how the superseded data were derived.
 CY0066
 CY0066_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYB493088(NAD 83)
 CY0066_MARKER: DB = BENCH MARK DISK
 CY0066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0066_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0066_STAMPING: A 126 1934
 CY0066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0066+STABILITY: SURFACE MOTION
 CY0066
 CY0066  HISTORY     - Date     Condition        Report By
 CY0066  HISTORY     - 1934     MONUMENTED       CGS
 CY0066  HISTORY     - 1953     MARK NOT FOUND   NGS
 CY0066
 CY0066                          STATION DESCRIPTION
 CY0066
 CY0066'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CY0066'13.7 MI SW FROM SILVER CITY.
 CY0066'13.7 MILES SOUTHWEST ALONG STATE HIGHWAY 180 FROM THE COURTHOUSE AT
 CY0066'SILVER CITY, GRANT COUNTY, ABOUT 0.4 MILE SOUTHWEST OF A LARGE ADOBE
 CY0066'HOUSE, 40 FEET NORTH OF A FENCE CORNER AT A CROSS FENCE, 25 FEET EAST
 CY0066'OF THE CENTER LINE OF THE HIGHWAY, AND 3 FEET WEST OF A FENCE.  A
 CY0066'STANDARD DISK, STAMPED A 126 1934 AND SET IN THE TOP OF A CONCRETE
 CY0066'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1143 ***********************************************************************
 CX1143  DESIGNATION -  A 127
 CX1143  PID         -  CX1143
 CX1143  STATE/COUNTY-  NM/GRANT
 CX1143  USGS QUAD   -  SAN LORENZO (1985)
 CX1143
 CX1143                         *CURRENT SURVEY CONTROL
 CX1143  ___________________________________________________________________
 CX1143* NAD 83(1986)-  32 51 24.     (N)    107 52 42.     (W)     SCALED    
 CX1143* NAVD 88     -      2028.275  (meters)    6654.43   (feet)  ADJUSTED  
 CX1143  ___________________________________________________________________
 CX1143  GEOID HEIGHT-         -23.11  (meters)                     GEOID03
 CX1143  DYNAMIC HT  -        2024.993 (meters)    6643.66  (feet)  COMP
 CX1143  MODELED GRAV-     978,947.4   (mgal)                       NAVD 88
 CX1143
 CX1143  VERT ORDER  -  SECOND    CLASS 0
 CX1143
 CX1143.The horizontal coordinates were scaled from a topographic map and have
 CX1143.an estimated accuracy of +/- 6 seconds.
 CX1143
 CX1143.The orthometric height was determined by differential leveling
 CX1143.and adjusted by the National Geodetic Survey in June 1991..
 CX1143
 CX1143.The geoid height was determined by GEOID03.
 CX1143
 CX1143.The dynamic height is computed by dividing the NAVD 88
 CX1143.geopotential number by the normal gravity value computed on the
 CX1143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX1143.degrees latitude (g = 980.6199 gals.).
 CX1143
 CX1143.The modeled gravity was interpolated from observed gravity values.
 CX1143
 CX1143;                    North         East    Units  Estimated Accuracy
 CX1143;SPC NM W     -   205,860.      825,790.      MT  (+/- 180 meters Scaled)
 CX1143
 CX1143                          SUPERSEDED SURVEY CONTROL
 CX1143
 CX1143  NGVD 29 (??/??/92) 2027.359  (m)         6651.43   (f) ADJ UNCH    2 0
 CX1143
 CX1143.Superseded values are not recommended for survey control.
 CX1143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1143.See file dsdata.txt to determine how the superseded data were derived.
 CX1143
 CX1143_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBS306390(NAD 83)
 CX1143_MARKER: DB = BENCH MARK DISK
 CX1143_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CX1143_SP_SET: CATTLE GUARD
 CX1143_STAMPING: A-127 1934
 CX1143_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX1143
 CX1143  HISTORY     - Date     Condition        Report By
 CX1143  HISTORY     - 1934     MONUMENTED       CGS
 CX1143  HISTORY     - 1953     MARK NOT FOUND   NGS
 CX1143  HISTORY     - 1979     MARK NOT FOUND   USGS
 CX1143
 CX1143                          STATION DESCRIPTION
 CX1143
 CX1143'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CX1143'6.3 MI NE FROM SAN LORENZO.
 CX1143'6.3 MI. N.E. OF SAN LORENZO ALONG STATE HWY. NO. 180.  12 FT. N. OF
 CX1143'THE CENTER LINE OF CATTLE GUARD, 5 FT. W. OF THE W. END OF GATE, 29
 CX1143'FT. E. OF ROCKY BANK ROAD AND SET IN THE N.E. END OF CONC. HEAD WALL.
 CX1143
 CX1143                          STATION RECOVERY (1953)
 CX1143
 CX1143'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 CX1143'MARK NOT FOUND.
 CX1143
 CX1143                          STATION RECOVERY (1979)
 CX1143
 CX1143'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 CX1143'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0886 ***********************************************************************
 CX0886  DESIGNATION -  A 128
 CX0886  PID         -  CX0886
 CX0886  STATE/COUNTY-  NM/LUNA
 CX0886  USGS QUAD   -  NUTT (1989)
 CX0886
 CX0886                         *CURRENT SURVEY CONTROL
 CX0886  ___________________________________________________________________
 CX0886* NAD 83(1986)-  32 34 22.     (N)    107 26 58.     (W)     SCALED    
 CX0886* NAVD 88     -      1437.089  (meters)    4714.85   (feet)  ADJUSTED  
 CX0886  ___________________________________________________________________
 CX0886  GEOID HEIGHT-         -23.80  (meters)                     GEOID03
 CX0886  DYNAMIC HT  -        1434.940 (meters)    4707.80  (feet)  COMP
 CX0886  MODELED GRAV-     979,092.6   (mgal)                       NAVD 88
 CX0886
 CX0886  VERT ORDER  -  FIRST     CLASS II
 CX0886
 CX0886.The horizontal coordinates were scaled from a topographic map and have
 CX0886.an estimated accuracy of +/- 6 seconds.
 CX0886
 CX0886.The orthometric height was determined by differential leveling
 CX0886.and adjusted by the National Geodetic Survey in June 1991..
 CX0886
 CX0886.The geoid height was determined by GEOID03.
 CX0886
 CX0886.The dynamic height is computed by dividing the NAVD 88
 CX0886.geopotential number by the normal gravity value computed on the
 CX0886.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0886.degrees latitude (g = 980.6199 gals.).
 CX0886
 CX0886.The modeled gravity was interpolated from observed gravity values.
 CX0886
 CX0886;                    North         East    Units  Estimated Accuracy
 CX0886;SPC NM W     -   174,450.      866,050.      MT  (+/- 180 meters Scaled)
 CX0886
 CX0886                          SUPERSEDED SURVEY CONTROL
 CX0886
 CX0886  NGVD 29 (??/??/92) 1436.398  (m)         4712.58   (f) ADJ UNCH    1 2
 CX0886
 CX0886.Superseded values are not recommended for survey control.
 CX0886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0886.See file dsdata.txt to determine how the superseded data were derived.
 CX0886
 CX0886_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBS700065(NAD 83)
 CX0886_MARKER: DB = BENCH MARK DISK
 CX0886_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CX0886_SP_SET: A STERN
 CX0886_STAMPING: A 128 1934
 CX0886_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX0886
 CX0886  HISTORY     - Date     Condition        Report By
 CX0886  HISTORY     - 1934     MONUMENTED       CGS
 CX0886  HISTORY     - 1952     GOOD             NGS
 CX0886  HISTORY     - 1980     GOOD             NGS
 CX0886
 CX0886                          STATION DESCRIPTION
 CX0886
 CX0886'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CX0886'IN NUTT.
 CX0886'AT NUTT, 181 FEET NORTHWEST OF THE SECTION FOREMANS HOUSE WHICH IS NOW
 CX0886'ABANDONED, 232 FEET NORTHEAST OF MILEPOST 1105, 49 FEET SOUTH OF THE
 CX0886'SOUTH CORNER OF AN ABANDONED CONCRETE HOUSE, 32.2 FEET NORTHEAST OF
 CX0886'THE NORTHEAST RAIL OF A SIDE TRACK, SET IN THE TOP OF THE WEST EDGE OF
 CX0886'THE CONCRETE TOP OF A CISTERN, 0.8 FOOT ABOVE THE GROUND.
 CX0886
 CX0886                          STATION RECOVERY (1980)
 CX0886
 CX0886'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CX0886'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0129 ***********************************************************************
 DT0129  DESIGNATION -  A 129
 DT0129  PID         -  DT0129
 DT0129  STATE/COUNTY-  NM/CATRON
 DT0129  USGS QUAD   -  GLENWOOD (1965)
 DT0129
 DT0129                         *CURRENT SURVEY CONTROL
 DT0129  ___________________________________________________________________
 DT0129* NAD 83(1986)-  33 22 28.     (N)    108 52 57.     (W)     SCALED    
 DT0129* NAVD 88     -      1565.497  (meters)    5136.13   (feet)  ADJUSTED  
 DT0129  ___________________________________________________________________
 DT0129  GEOID HEIGHT-         -23.91  (meters)                     GEOID03
 DT0129  DYNAMIC HT  -        1563.125 (meters)    5128.35  (feet)  COMP
 DT0129  MODELED GRAV-     979,067.9   (mgal)                       NAVD 88
 DT0129
 DT0129  VERT ORDER  -  SECOND    CLASS 0
 DT0129
 DT0129.The horizontal coordinates were scaled from a topographic map and have
 DT0129.an estimated accuracy of +/- 6 seconds.
 DT0129
 DT0129.The orthometric height was determined by differential leveling
 DT0129.and adjusted by the National Geodetic Survey in June 1991..
 DT0129
 DT0129.The geoid height was determined by GEOID03.
 DT0129
 DT0129.The dynamic height is computed by dividing the NAVD 88
 DT0129.geopotential number by the normal gravity value computed on the
 DT0129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0129.degrees latitude (g = 980.6199 gals.).
 DT0129
 DT0129.The modeled gravity was interpolated from observed gravity values.
 DT0129
 DT0129;                    North         East    Units  Estimated Accuracy
 DT0129;SPC NM W     -   263,770.      732,370.      MT  (+/- 180 meters Scaled)
 DT0129
 DT0129                          SUPERSEDED SURVEY CONTROL
 DT0129
 DT0129  NGVD 29 (??/??/92) 1564.663  (m)         5133.40   (f) ADJ UNCH    2 0
 DT0129
 DT0129.Superseded values are not recommended for survey control.
 DT0129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0129.See file dsdata.txt to determine how the superseded data were derived.
 DT0129
 DT0129_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB969948(NAD 83)
 DT0129_MARKER: DB = BENCH MARK DISK
 DT0129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DT0129_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DT0129_STAMPING: A 129 1934
 DT0129_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DT0129+STABILITY: SURFACE MOTION
 DT0129
 DT0129  HISTORY     - Date     Condition        Report By
 DT0129  HISTORY     - 1934     MONUMENTED       CGS
 DT0129  HISTORY     - 1935     GOOD             NGS
 DT0129
 DT0129                          STATION DESCRIPTION
 DT0129
 DT0129'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DT0129'5.1 MI N FROM GLENWOOD.
 DT0129'5.1 MI. N ALONG ST. HWY NO.11 FROM GLENWOOD. AT THE JUNCTION OF ROAD
 DT0129'TO MOGOLLON WITH ST. HWY.  NO.11, 85 FT. E OF CENTERLINE OF STATE HWY.
 DT0129'NO.11 IN CENTER OF TRIANGLE FORMED BY JUNCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0038 ***********************************************************************
 FN0038  DESIGNATION -  A 13
 FN0038  PID         -  FN0038
 FN0038  STATE/COUNTY-  NM/GUADALUPE
 FN0038  USGS QUAD   -  GATE CANYON (1964)
 FN0038
 FN0038                         *CURRENT SURVEY CONTROL
 FN0038  ___________________________________________________________________
 FN0038* NAD 83(1986)-  35 04 40.     (N)    104 10 27.     (W)     SCALED    
 FN0038* NAVD 88     -      1391.822  (meters)    4566.34   (feet)  ADJUSTED  
 FN0038  ___________________________________________________________________
 FN0038  GEOID HEIGHT-         -22.81  (meters)                     GEOID03
 FN0038  DYNAMIC HT  -        1390.026 (meters)    4560.44  (feet)  COMP
 FN0038  MODELED GRAV-     979,295.7   (mgal)                       NAVD 88
 FN0038
 FN0038  VERT ORDER  -  FIRST     CLASS II
 FN0038
 FN0038.The horizontal coordinates were scaled from a topographic map and have
 FN0038.an estimated accuracy of +/- 6 seconds.
 FN0038
 FN0038.The orthometric height was determined by differential leveling
 FN0038.and adjusted by the National Geodetic Survey in June 1991..
 FN0038
 FN0038.The geoid height was determined by GEOID03.
 FN0038
 FN0038.The dynamic height is computed by dividing the NAVD 88
 FN0038.geopotential number by the normal gravity value computed on the
 FN0038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FN0038.degrees latitude (g = 980.6199 gals.).
 FN0038
 FN0038.The modeled gravity was interpolated from observed gravity values.
 FN0038
 FN0038;                    North         East    Units  Estimated Accuracy
 FN0038;SPC NM E     -   452,220.      179,520.      MT  (+/- 180 meters Scaled)
 FN0038
 FN0038                          SUPERSEDED SURVEY CONTROL
 FN0038
 FN0038  NGVD 29 (??/??/92) 1391.161  (m)         4564.17   (f) ADJ UNCH    1 2
 FN0038
 FN0038.Superseded values are not recommended for survey control.
 FN0038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0038.See file dsdata.txt to determine how the superseded data were derived.
 FN0038
 FN0038_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEU752819(NAD 83)
 FN0038_MARKER: DB = BENCH MARK DISK
 FN0038_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FN0038_SP_SET: ROCK LEDGE
 FN0038_STAMPING: 4564.167 A 13 1927
 FN0038_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FN0038
 FN0038  HISTORY     - Date     Condition        Report By
 FN0038  HISTORY     - 1927     MONUMENTED       CGS
 FN0038  HISTORY     - 1934     GOOD             NGS
 FN0038
 FN0038                          STATION DESCRIPTION
 FN0038
 FN0038'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FN0038'6.5 MI SW FROM MONTOYA.
 FN0038'IN GUADALUPE COUNTY, ABOUT 6.5 MILES SOUTHWEST ALONG THE SOUTHERN
 FN0038'PACIFIC CO. RAILROAD FROM MONTOYA, QUAY COUNTY, OPPOSITE THE FIFTH
 FN0038'POLE NORTH OF MILEPOST 1600, 19 FEET SOUTHEAST OF THE CENTER LINE OF
 FN0038'THE TRACK, IN A ROCK LEDGE, AND ABOUT 3 FEET HIGHER THAN THE TRACK. A
 FN0038'STANDARD DISK.  STAMPED 4564.167 A 13 1927.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0924 ***********************************************************************
 DS0924  DESIGNATION -  A 130
 DS0924  PID         -  DS0924
 DS0924  STATE/COUNTY-  NM/SIERRA
 DS0924  USGS QUAD   -  IRON MOUNTAIN (1965)
 DS0924
 DS0924                         *CURRENT SURVEY CONTROL
 DS0924  ___________________________________________________________________
 DS0924* NAD 83(1986)-  33 28 38.     (N)    107 43 41.     (W)     SCALED    
 DS0924* NAVD 88     -      2177.020  (meters)    7142.44   (feet)  ADJUSTED  
 DS0924  ___________________________________________________________________
 DS0924  GEOID HEIGHT-         -22.26  (meters)                     GEOID03
 DS0924  DYNAMIC HT  -        2173.519 (meters)    7130.95  (feet)  COMP
 DS0924  MODELED GRAV-     978,950.9   (mgal)                       NAVD 88
 DS0924
 DS0924  VERT ORDER  -  SECOND    CLASS 0
 DS0924
 DS0924.The horizontal coordinates were scaled from a topographic map and have
 DS0924.an estimated accuracy of +/- 6 seconds.
 DS0924
 DS0924.The orthometric height was determined by differential leveling
 DS0924.and adjusted by the National Geodetic Survey in June 1991..
 DS0924
 DS0924.The geoid height was determined by GEOID03.
 DS0924
 DS0924.The dynamic height is computed by dividing the NAVD 88
 DS0924.geopotential number by the normal gravity value computed on the
 DS0924.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0924.degrees latitude (g = 980.6199 gals.).
 DS0924
 DS0924.The modeled gravity was interpolated from observed gravity values.
 DS0924
 DS0924;                    North         East    Units  Estimated Accuracy
 DS0924;SPC NM W     -   274,680.      839,780.      MT  (+/- 180 meters Scaled)
 DS0924
 DS0924                          SUPERSEDED SURVEY CONTROL
 DS0924
 DS0924  NGVD 29 (??/??/92) 2176.064  (m)         7139.30   (f) ADJ UNCH    2 0
 DS0924
 DS0924.Superseded values are not recommended for survey control.
 DS0924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0924.See file dsdata.txt to determine how the superseded data were derived.
 DS0924
 DS0924_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBT464075(NAD 83)
 DS0924_MARKER: DB = BENCH MARK DISK
 DS0924_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0924_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0924_STAMPING: A-130 1934
 DS0924_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0924+STABILITY: SURFACE MOTION
 DS0924
 DS0924  HISTORY     - Date     Condition        Report By
 DS0924  HISTORY     - 1934     MONUMENTED       CGS
 DS0924  HISTORY     - 1939     GOOD             NGS
 DS0924
 DS0924                          STATION DESCRIPTION
 DS0924
 DS0924'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DS0924'12.5 MI SW FROM OJO CALIENTE.
 DS0924'12.5 MI. S.W. ALONG ROAD TO BEAVERHEAD.  ABOUT 200 YDS. N.W. OF A
 DS0924'CATTLE GUARD, 35 FT. S. OF THE CENTERLINE OF THE ROAD, AND ABOUT 2 FT.
 DS0924'BELOW THE SURFACE OF THE ROAD.  NOTE-- 2.6 MI W OF B-130, NEAR HIPPS
 DS0924'STORE.
 DS0924
 DS0924                          STATION RECOVERY (1939)
 DS0924
 DS0924'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1939
 DS0924'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CF0051 ***********************************************************************
 CF0051  DESIGNATION -  A 132
 CF0051  PID         -  CF0051
 CF0051  STATE/COUNTY-  NM/HIDALGO
 CF0051  USGS QUAD   -  ANIMAS (1982)
 CF0051
 CF0051                         *CURRENT SURVEY CONTROL
 CF0051  ___________________________________________________________________
 CF0051* NAD 83(1986)-  31 57 09.     (N)    108 46 44.     (W)     SCALED    
 CF0051* NAVD 88     -      1352.33   (+/-2cm)    4436.8    (feet)  VERTCON   
 CF0051  ___________________________________________________________________
 CF0051  GEOID HEIGHT-         -25.85  (meters)                     GEOID03
 CF0051
 CF0051  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CF0051
 CF0051.The horizontal coordinates were scaled from a topographic map and have
 CF0051.an estimated accuracy of +/- 6 seconds.
 CF0051
 CF0051.The NAVD 88 height was computed by applying the VERTCON shift value to
 CF0051.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CF0051.The vertical order pertains to the NGVD 29 superseded value.
 CF0051
 CF0051.The geoid height was determined by GEOID03.
 CF0051
 CF0051;                    North         East    Units  Estimated Accuracy
 CF0051;SPC NM W     -   105,990.      740,610.      MT  (+/- 180 meters Scaled)
 CF0051
 CF0051                          SUPERSEDED SURVEY CONTROL
 CF0051
 CF0051  NGVD 29 (??/??/92) 1351.543  (m)         4434.19   (f) ADJ UNCH    2 0
 CF0051
 CF0051.Superseded values are not recommended for survey control.
 CF0051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0051.See file dsdata.txt to determine how the superseded data were derived.
 CF0051
 CF0051_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RYA099373(NAD 83)
 CF0051_MARKER: DB = BENCH MARK DISK
 CF0051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CF0051_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CF0051_STAMPING: A 132 1934
 CF0051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CF0051+STABILITY: SURFACE MOTION
 CF0051
 CF0051  HISTORY     - Date     Condition        Report By
 CF0051  HISTORY     - 1934     MONUMENTED       CGS
 CF0051  HISTORY     - 1953     GOOD             NGS
 CF0051
 CF0051                          STATION DESCRIPTION
 CF0051
 CF0051'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CF0051'1.6 MI E FROM ANIMAS.
 CF0051'1.6 MILES EAST ALONG THE SOUTHERN PACIFIC RAILWAY FROM THE STATION AT
 CF0051'ANIMAS, 300 FEET EAST OF THE CENTER LINE OF A CATTLE GUARD, 87 FEET
 CF0051'NORTH OF THE NORTH RAIL OF THE TRACK, 79 FEET SOUTH OF THE CENTER LINE
 CF0051'OF NEW MEXICO STATE HIGHWAY 9, 1.6 FEET SOUTH OF A FENCE, 3.0 FEET
 CF0051'WEST OF A WITNESS POST, ABOUT LEVEL WITH THE TRACK, AND SET IN THE TOP
 CF0051'OF A CONCRETE POST PROJECTING 0.9 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0354 ***********************************************************************
 CE0354  DESIGNATION -  A 133
 CE0354  PID         -  CE0354
 CE0354  STATE/COUNTY-  NM/LUNA
 CE0354  USGS QUAD   -  COLUMBUS SE (1966)
 CE0354
 CE0354                         *CURRENT SURVEY CONTROL
 CE0354  ___________________________________________________________________
 CE0354* NAD 83(1986)-  31 49 45.     (N)    107 36 44.     (W)     SCALED    
 CE0354* NAVD 88     -      1222.646  (meters)    4011.30   (feet)  ADJUSTED  
 CE0354  ___________________________________________________________________
 CE0354  GEOID HEIGHT-         -24.85  (meters)                     GEOID03
 CE0354  DYNAMIC HT  -        1220.790 (meters)    4005.21  (feet)  COMP
 CE0354  MODELED GRAV-     979,079.6   (mgal)                       NAVD 88
 CE0354
 CE0354  VERT ORDER  -  SECOND    CLASS 0
 CE0354
 CE0354.The horizontal coordinates were scaled from a topographic map and have
 CE0354.an estimated accuracy of +/- 6 seconds.
 CE0354
 CE0354.The orthometric height was determined by differential leveling
 CE0354.and adjusted by the National Geodetic Survey in June 1991..
 CE0354
 CE0354.The geoid height was determined by GEOID03.
 CE0354
 CE0354.The dynamic height is computed by dividing the NAVD 88
 CE0354.geopotential number by the normal gravity value computed on the
 CE0354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0354.degrees latitude (g = 980.6199 gals.).
 CE0354
 CE0354.The modeled gravity was interpolated from observed gravity values.
 CE0354
 CE0354;                    North         East    Units  Estimated Accuracy
 CE0354;SPC NM W     -    91,950.      850,930.      MT  (+/- 180 meters Scaled)
 CE0354
 CE0354                          SUPERSEDED SURVEY CONTROL
 CE0354
 CE0354  NGVD 29 (??/??/92) 1222.065  (m)         4009.39   (f) ADJ UNCH    2 0
 CE0354
 CE0354.Superseded values are not recommended for survey control.
 CE0354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0354.See file dsdata.txt to determine how the superseded data were derived.
 CE0354
 CE0354_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RBR527244(NAD 83)
 CE0354_MARKER: DB = BENCH MARK DISK
 CE0354_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CE0354_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CE0354_STAMPING: A 133 1934
 CE0354_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CE0354+STABILITY: SURFACE MOTION
 CE0354
 CE0354  HISTORY     - Date     Condition        Report By
 CE0354  HISTORY     - 1934     MONUMENTED       CGS
 CE0354  HISTORY     - 1953     GOOD             NGS
 CE0354
 CE0354                          STATION DESCRIPTION
 CE0354
 CE0354'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CE0354'1.6 MI E FROM COLUMBUS.
 CE0354'1.6 MILES EAST ALONG THE SOUTHERN PACIFIC RAILWAY FROM THE STATION AT
 CE0354'COLUMBUS, 152 FEET NORTH OF MILEPOST 1252, 96 FEET NORTH OF THE NORTH
 CE0354'RAIL OF THE TRACK, 1.5 FEET SOUTH OF THE NORTH RIGHT-OF-WAY FENCE, 1.2
 CE0354'FEET WEST OF A REFERENCE POST, AND SET IN THE TOP OF A CONCRETE POST
 CE0354'PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1117 ***********************************************************************
 CX1117  DESIGNATION -  A 134
 CX1117  PID         -  CX1117
 CX1117  STATE/COUNTY-  NM/LUNA
 CX1117  USGS QUAD   -  DEMING WEST (1972)
 CX1117
 CX1117                         *CURRENT SURVEY CONTROL
 CX1117  ___________________________________________________________________
 CX1117* NAD 83(1986)-  32 15 59.     (N)    107 45 25.     (W)     SCALED    
 CX1117* NAVD 88     -      1322.340  (meters)    4338.38   (feet)  ADJUSTED  
 CX1117  ___________________________________________________________________
 CX1117  GEOID HEIGHT-         -24.58  (meters)                     GEOID03
 CX1117  DYNAMIC HT  -        1320.339 (meters)    4331.81  (feet)  COMP
 CX1117  MODELED GRAV-     979,079.9   (mgal)                       NAVD 88
 CX1117
 CX1117  VERT ORDER  -  FIRST     CLASS II
 CX1117
 CX1117.The horizontal coordinates were scaled from a topographic map and have
 CX1117.an estimated accuracy of +/- 6 seconds.
 CX1117
 CX1117.The orthometric height was determined by differential leveling
 CX1117.and adjusted by the National Geodetic Survey in June 1991..
 CX1117.WARNING-Repeat measurements at this control monument indicate possible
 CX1117.vertical movement.
 CX1117
 CX1117.The geoid height was determined by GEOID03.
 CX1117
 CX1117.The dynamic height is computed by dividing the NAVD 88
 CX1117.geopotential number by the normal gravity value computed on the
 CX1117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX1117.degrees latitude (g = 980.6199 gals.).
 CX1117
 CX1117.The modeled gravity was interpolated from observed gravity values.
 CX1117
 CX1117;                    North         East    Units  Estimated Accuracy
 CX1117;SPC NM W     -   140,410.      837,200.      MT  (+/- 180 meters Scaled)
 CX1117
 CX1117                          SUPERSEDED SURVEY CONTROL
 CX1117
 CX1117  NGVD 29 (??/??/92) 1321.704  (m)         4336.29   (f) ADJ UNCH    1 2
 CX1117
 CX1117.Superseded values are not recommended for survey control.
 CX1117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1117.See file dsdata.txt to determine how the superseded data were derived.
 CX1117
 CX1117_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBR403733(NAD 83)
 CX1117_MARKER: DB = BENCH MARK DISK
 CX1117_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CX1117_SP_SET: WALL
 CX1117_STAMPING: A-134 1934
 CX1117_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX1117
 CX1117  HISTORY     - Date     Condition        Report By
 CX1117  HISTORY     - 1934     MONUMENTED       CGS
 CX1117  HISTORY     - 1935     GOOD             NGS
 CX1117  HISTORY     - 1952     GOOD             NGS
 CX1117  HISTORY     - 1979     GOOD             NGS
 CX1117
 CX1117                          STATION DESCRIPTION
 CX1117
 CX1117'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 CX1117'IN DEMING.
 CX1117'AT THE NATIONAL GUARD ARMORY BLDG., AT SILVER AVE. AND HEMLOCK ST., 75
 CX1117'FT. E. OF THE CENTER LINE OF SILVER AVE., 12 FT. S. OF THE CENTER LINE
 CX1117'OF THE  MAIN ENTRANCE, AND SET VERTICALLY IN THE S. BANNISTER WALL OF
 CX1117'THE MAIN ENTRANCE.
 CX1117
 CX1117                          STATION RECOVERY (1952)
 CX1117
 CX1117'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 CX1117'RECOVERED IN GOOD CONDITION.
 CX1117
 CX1117                          STATION RECOVERY (1979)
 CX1117
 CX1117'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CX1117'IN DEMING, SET VERTICALLY IN THE SOUTH BANNISTER WALL OF THE MAIN ENTR
 CX1117'OF THE DEMING LUNA MIMBRES MUSEUM, AT THE INTERSECTION O SOUTH SILVER
 CX1117'AVENUE AND EAST HEMLOCK STREET, 22.9 METERS (75.0 FEET) EAST OF THE
 CX1117'CENTER OF THE AVENUE, 20.1 METERS (66.0 FEET) SOUTH OF THE STREETAND 3
 CX1117'METERS (12 FEET) SOUTH OF THE CENTER OF THE ENTRANCE.
 CX1117'THE MARK IS .9 M ABOVE THE AVENUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0191 ***********************************************************************
 FO0191  DESIGNATION -  A 135
 FO0191  PID         -  FO0191
 FO0191  STATE/COUNTY-  NM/BERNALILLO
 FO0191  USGS QUAD   -  TIJERAS (1990)
 FO0191
 FO0191                         *CURRENT SURVEY CONTROL
 FO0191  ___________________________________________________________________
 FO0191* NAD 83(1986)-  35 04 27.     (N)    106 23 02.     (W)     SCALED    
 FO0191* NAVD 88     -      1924.222  (meters)    6313.05   (feet)  ADJUSTED  
 FO0191  ___________________________________________________________________
 FO0191  GEOID HEIGHT-         -19.62  (meters)                     GEOID03
 FO0191  DYNAMIC HT  -        1921.573 (meters)    6304.36  (feet)  COMP
 FO0191  MODELED GRAV-     979,188.1   (mgal)                       NAVD 88
 FO0191
 FO0191  VERT ORDER  -  SECOND    CLASS 0
 FO0191
 FO0191.The horizontal coordinates were scaled from a topographic map and have
 FO0191.an estimated accuracy of +/- 6 seconds.
 FO0191
 FO0191.The orthometric height was determined by differential leveling
 FO0191.and adjusted by the National Geodetic Survey in June 1991..
 FO0191
 FO0191.The geoid height was determined by GEOID03.
 FO0191
 FO0191.The dynamic height is computed by dividing the NAVD 88
 FO0191.geopotential number by the normal gravity value computed on the
 FO0191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0191.degrees latitude (g = 980.6199 gals.).
 FO0191
 FO0191.The modeled gravity was interpolated from observed gravity values.
 FO0191
 FO0191;                    North         East    Units  Estimated Accuracy
 FO0191;SPC NM C     -   451,810.      487,790.      MT  (+/- 180 meters Scaled)
 FO0191
 FO0191                          SUPERSEDED SURVEY CONTROL
 FO0191
 FO0191  NGVD 29 (??/??/92) 1923.386  (m)         6310.31   (f) ADJ UNCH    2 0
 FO0191
 FO0191.Superseded values are not recommended for survey control.
 FO0191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0191.See file dsdata.txt to determine how the superseded data were derived.
 FO0191
 FO0191_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU738821(NAD 83)
 FO0191_MARKER: DD = SURVEY DISK
 FO0191_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FO0191_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FO0191_STAMPING: A 135 1934
 FO0191_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO0191+STABILITY: SURFACE MOTION
 FO0191
 FO0191  HISTORY     - Date     Condition        Report By
 FO0191  HISTORY     - 1934     MONUMENTED       USFS
 FO0191  HISTORY     - 1954     GOOD             USGS
 FO0191
 FO0191                          STATION DESCRIPTION
 FO0191
 FO0191'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 FO0191'IN TIJERAS RANGER STATION.
 FO0191'AT TIJERAS, BERNALILLO COUNTY, ON THE YRISARRI ROAD, 0.5 MILE SOUTH OF
 FO0191'THE INTERSECTION OF OLD U.S. HIGHWAY 366, IN THE YARD OF THE RANGER
 FO0191'STATION, BETWEEN TWO ENTRANCES AT THE WEST SIDE OF THE BUILDING, AND 2
 FO0191'FEET WEST OF THE WEST WALL.  A UNITED STATES FOREST SERVICE STANDARD
 FO0191'DISK, STAMPED A 135 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0377 ***********************************************************************
 FN0377  DESIGNATION -  A 136
 FN0377  PID         -  FN0377
 FN0377  STATE/COUNTY-  NM/SAN MIGUEL
 FN0377  USGS QUAD   -  PECOS (1961)
 FN0377
 FN0377                         *CURRENT SURVEY CONTROL
 FN0377  ___________________________________________________________________
 FN0377* NAD 83(1986)-  35 32 22.     (N)    105 40 59.     (W)     SCALED    
 FN0377* NAVD 88     -      2082.174  (meters)    6831.27   (feet)  ADJUSTED  
 FN0377  ___________________________________________________________________
 FN0377  GEOID HEIGHT-         -18.14  (meters)                     GEOID03
 FN0377  DYNAMIC HT  -        2079.274 (meters)    6821.75  (feet)  COMP
 FN0377  MODELED GRAV-     979,165.7   (mgal)                       NAVD 88
 FN0377
 FN0377  VERT ORDER  -  SECOND    CLASS 0
 FN0377
 FN0377.The horizontal coordinates were scaled from a topographic map and have
 FN0377.an estimated accuracy of +/- 6 seconds.
 FN0377
 FN0377.The orthometric height was determined by differential leveling
 FN0377.and adjusted by the National Geodetic Survey in June 1991..
 FN0377
 FN0377.The geoid height was determined by GEOID03.
 FN0377
 FN0377.The dynamic height is computed by dividing the NAVD 88
 FN0377.geopotential number by the normal gravity value computed on the
 FN0377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FN0377.degrees latitude (g = 980.6199 gals.).
 FN0377
 FN0377.The modeled gravity was interpolated from observed gravity values.
 FN0377
 FN0377;                    North         East    Units  Estimated Accuracy
 FN0377;SPC NM E     -   504,260.       42,610.      MT  (+/- 180 meters Scaled)
 FN0377
 FN0377                          SUPERSEDED SURVEY CONTROL
 FN0377
 FN0377  NGVD 29 (??/??/92) 2081.171  (m)         6827.98   (f) ADJ UNCH    2 0
 FN0377
 FN0377.Superseded values are not recommended for survey control.
 FN0377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0377.See file dsdata.txt to determine how the superseded data were derived.
 FN0377
 FN0377_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV380330(NAD 83)
 FN0377_MARKER: DD = SURVEY DISK
 FN0377_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FN0377_SP_SET: MONUMENT
 FN0377_STAMPING: A-136 1934
 FN0377_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FN0377
 FN0377  HISTORY     - Date     Condition        Report By
 FN0377  HISTORY     - 1934     MONUMENTED       USFS
 FN0377  HISTORY     - 1935     GOOD             NGS
 FN0377  HISTORY     - 1961     MARK NOT FOUND   USGS
 FN0377
 FN0377                          STATION DESCRIPTION
 FN0377
 FN0377'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FN0377'3.3 MI N FROM ROWE.
 FN0377'3.3 MI N ALONG US HWY NO. 85 AND NO. 66 FROM DEPOT (2.3 MI S OF PECOS
 FN0377'RANGER STATION) ON THE N. SIDE OF A GRANITE SANTA FE TRAIL MARKER, 50
 FN0377'YDS. E. OF THE CENTER LINE OF THE HWY., AND 30 YDS. N. OF CENTER OF
 FN0377'TEX AUSTINS TRADING POST.  ABOUT 125 FT SE OF A BRIDGE.
 FN0377
 FN0377                          STATION RECOVERY (1961)
 FN0377
 FN0377'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 FN0377'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0495 ***********************************************************************
 FO0495  DESIGNATION -  A 137
 FO0495  PID         -  FO0495
 FO0495  STATE/COUNTY-  NM/SANDOVAL
 FO0495  USGS QUAD   -  SEVEN SPRINGS (1993)
 FO0495
 FO0495                         *CURRENT SURVEY CONTROL
 FO0495  ___________________________________________________________________
 FO0495* NAD 83(1986)-  35 54 22.     (N)    106 42 43.     (W)     SCALED    
 FO0495* NAVD 88     -      2379.528  (meters)    7806.83   (feet)  ADJUSTED  
 FO0495  ___________________________________________________________________
 FO0495  GEOID HEIGHT-         -18.69  (meters)                     GEOID03
 FO0495  DYNAMIC HT  -        2376.125 (meters)    7795.67  (feet)  COMP
 FO0495  MODELED GRAV-     979,116.6   (mgal)                       NAVD 88
 FO0495
 FO0495  VERT ORDER  -  SECOND    CLASS 0
 FO0495
 FO0495.The horizontal coordinates were scaled from a topographic map and have
 FO0495.an estimated accuracy of +/- 6 seconds.
 FO0495
 FO0495.The orthometric height was determined by differential leveling
 FO0495.and adjusted by the National Geodetic Survey in June 1991..
 FO0495
 FO0495.The geoid height was determined by GEOID03.
 FO0495
 FO0495.The dynamic height is computed by dividing the NAVD 88
 FO0495.geopotential number by the normal gravity value computed on the
 FO0495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0495.degrees latitude (g = 980.6199 gals.).
 FO0495
 FO0495.The modeled gravity was interpolated from observed gravity values.
 FO0495
 FO0495;                    North         East    Units  Estimated Accuracy
 FO0495;SPC NM C     -   544,200.      458,300.      MT  (+/- 180 meters Scaled)
 FO0495
 FO0495                          SUPERSEDED SURVEY CONTROL
 FO0495
 FO0495  NGVD 29 (??/??/92) 2378.415  (m)         7803.18   (f) ADJ UNCH    2 0
 FO0495
 FO0495.Superseded values are not recommended for survey control.
 FO0495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0495.See file dsdata.txt to determine how the superseded data were derived.
 FO0495
 FO0495_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV455748(NAD 83)
 FO0495_MARKER: DB = BENCH MARK DISK
 FO0495_SETTING: 80 = SET IN A BOULDER
 FO0495_SP_SET: BOULDER
 FO0495_STAMPING: A 137 1934
 FO0495_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO0495+STABILITY: SURFACE MOTION
 FO0495
 FO0495  HISTORY     - Date     Condition        Report By
 FO0495  HISTORY     - 1934     MONUMENTED       CGS
 FO0495  HISTORY     - 1941     GOOD             NGS
 FO0495
 FO0495                          STATION DESCRIPTION
 FO0495
 FO0495'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 FO0495'17.80 MI NW FROM JEMEZ SPRINGS.
 FO0495'TO REACH BENCH MARK FROM THE JEMEZ SPRINGS RANGER STATION, GO 8.0
 FO0495'MILES NORTH ALONG STATE HIGHWAY NO. 4 TO LA CUEVA AND JUNCTION OF
 FO0495'STATE HIGHWAYS NO. 4 AND NO. 126.  THENCE, TURN LEFT (WEST), GO 8.05
 FO0495'MILES NORTHWESTERLY TO INTERSECTION OF STATE HIGHWAY NO. 126 AND CAMP
 FO0495'PORTER ROAD.  THENCE, TURN RIGHT (NORTH), GO 1.75 MILES NORTHEASTERLY
 FO0495'TO SITE OF BENCH MARK.  BENCH MARK IS 0.35 OF A MILE NORTH OF A PLANE
 FO0495'BOARD HOUSE, WHICH IS ON THE EAST SIDE OF THE ROAD IN THE NORTH END OF
 FO0495'A SMALL CLEARING.  78.0 FEET SOUTH OF TWO LARGE SUGAR PINE TREES,
 FO0495'GROWING ON THE EAST SIDE OF THE ROAD.  30.0 FEET WEST OF AND
 FO0495'APPROXIMATELY 2.0 FEET ABOVE THE CENTERLINE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0118 ***********************************************************************
 FO0118  DESIGNATION -  A 138
 FO0118  PID         -  FO0118
 FO0118  STATE/COUNTY-  NM/RIO ARRIBA
 FO0118  USGS QUAD   -  ESPANOLA (1984)
 FO0118
 FO0118                         *CURRENT SURVEY CONTROL
 FO0118  ___________________________________________________________________
 FO0118* NAD 83(1986)-  35 59 34.     (N)    106 00 37.     (W)     SCALED    
 FO0118* NAVD 88     -      1770.230  (meters)    5807.83   (feet)  ADJUSTED  
 FO0118  ___________________________________________________________________
 FO0118  GEOID HEIGHT-         -18.80  (meters)                     GEOID03
 FO0118  DYNAMIC HT  -        1767.865 (meters)    5800.07  (feet)  COMP
 FO0118  MODELED GRAV-     979,234.3   (mgal)                       NAVD 88
 FO0118
 FO0118  VERT ORDER  -  SECOND    CLASS 0
 FO0118
 FO0118.The horizontal coordinates were scaled from a topographic map and have
 FO0118.an estimated accuracy of +/- 6 seconds.
 FO0118
 FO0118.The orthometric height was determined by differential leveling
 FO0118.and adjusted by the National Geodetic Survey in June 1991..
 FO0118
 FO0118.The geoid height was determined by GEOID03.
 FO0118
 FO0118.The dynamic height is computed by dividing the NAVD 88
 FO0118.geopotential number by the normal gravity value computed on the
 FO0118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0118.degrees latitude (g = 980.6199 gals.).
 FO0118
 FO0118.The modeled gravity was interpolated from observed gravity values.
 FO0118
 FO0118;                    North         East    Units  Estimated Accuracy
 FO0118;SPC NM C     -   553,740.      521,610.      MT  (+/- 180 meters Scaled)
 FO0118
 FO0118                          SUPERSEDED SURVEY CONTROL
 FO0118
 FO0118  NGVD 29 (??/??/92) 1769.228  (m)         5804.54   (f) ADJ UNCH    2 0
 FO0118
 FO0118.Superseded values are not recommended for survey control.
 FO0118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0118.See file dsdata.txt to determine how the superseded data were derived.
 FO0118
 FO0118_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV089836(NAD 83)
 FO0118_MARKER: DB = BENCH MARK DISK
 FO0118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FO0118_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FO0118_STAMPING: A 138 1934
 FO0118_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO0118+STABILITY: SURFACE MOTION
 FO0118
 FO0118  HISTORY     - Date     Condition        Report By
 FO0118  HISTORY     - 1934     MONUMENTED       CGS
 FO0118  HISTORY     - 1941     GOOD             NGS
 FO0118
 FO0118                          STATION DESCRIPTION
 FO0118
 FO0118'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 FO0118'4.6 MI NE FROM ESPANOLA.
 FO0118'TO REACH FROM THE POST OFFICE, PROCEED EASTERLY 0.6 MILE ALONG U. S.
 FO0118'HIGHWAY NO. 285, THENCE NORTHERLY 0.6 MILE ALONG U. S. HIGHWAY NO. 64,
 FO0118'THENCE EASTERLY ALONG GRAVELED ROAD LEADING TOWARDS CHIMAYO FOR 3.4
 FO0118'MILES.  BENCH MARK IS ABOUT MIDWAY BETWEEN TWO CURVES OF A LONG GENTLE
 FO0118'U-CURVE.  IT IS ABOUT 90 FEET SOUTHERLY FROM SOUTHERLY FACE OF HOUSE
 FO0118'OCCUPIED BY PETROLINE LOPEZ.  IT IS 24 FEET NORTHERLY FROM AND ABOUT
 FO0118'1.5 FEET ABOVE CENTER LINE OF THE ROAD.  IT IS 21 FEET EASTERLY FROM
 FO0118'EASTERLY GATE POST OF WIRE FENCE.  IT IS 2.0 FEET NORTHERLY FROM
 FO0118'FENCE, AND 2.0 FEET WESTERLY FROM A 4 X 4-INC WOODEN POST.  STD. DISK
 FO0118'IN LARGE CONCRETE POST PROJECTING ABOUT 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0016 ***********************************************************************
 GN0016  DESIGNATION -  A 139
 GN0016  PID         -  GN0016
 GN0016  STATE/COUNTY-  NM/RIO ARRIBA
 GN0016  USGS QUAD   -  SAN ANTONIO MOUNTAIN (1995)
 GN0016
 GN0016                         *CURRENT SURVEY CONTROL
 GN0016  ___________________________________________________________________
 GN0016* NAD 83(1986)-  36 49 27.     (N)    106 02 59.     (W)     SCALED    
 GN0016* NAVD 88     -      2683.113  (meters)    8802.85   (feet)  ADJUSTED  
 GN0016  ___________________________________________________________________
 GN0016  GEOID HEIGHT-         -16.50  (meters)                     GEOID03
 GN0016  DYNAMIC HT  -        2679.317 (meters)    8790.39  (feet)  COMP
 GN0016  MODELED GRAV-     979,118.7   (mgal)                       NAVD 88
 GN0016
 GN0016  VERT ORDER  -  SECOND    CLASS 0
 GN0016
 GN0016.The horizontal coordinates were scaled from a topographic map and have
 GN0016.an estimated accuracy of +/- 6 seconds.
 GN0016
 GN0016.The orthometric height was determined by differential leveling
 GN0016.and adjusted by the National Geodetic Survey in June 1991..
 GN0016
 GN0016.The geoid height was determined by GEOID03.
 GN0016
 GN0016.The dynamic height is computed by dividing the NAVD 88
 GN0016.geopotential number by the normal gravity value computed on the
 GN0016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GN0016.degrees latitude (g = 980.6199 gals.).
 GN0016
 GN0016.The modeled gravity was interpolated from observed gravity values.
 GN0016
 GN0016;                    North         East    Units  Estimated Accuracy
 GN0016;SPC NM C     -   645,980.      517,870.      MT  (+/- 180 meters Scaled)
 GN0016
 GN0016                          SUPERSEDED SURVEY CONTROL
 GN0016
 GN0016  NGVD 29 (??/??/92) 2681.743  (m)         8798.35   (f) ADJ UNCH    2 0
 GN0016
 GN0016.Superseded values are not recommended for survey control.
 GN0016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0016.See file dsdata.txt to determine how the superseded data were derived.
 GN0016
 GN0016_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDA063758(NAD 83)
 GN0016_MARKER: DD = SURVEY DISK
 GN0016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GN0016_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GN0016_STAMPING: A 139 1935
 GN0016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GN0016+STABILITY: SURFACE MOTION
 GN0016
 GN0016  HISTORY     - Date     Condition        Report By
 GN0016  HISTORY     - 1935     MONUMENTED       USFS
 GN0016  HISTORY     - 1940     GOOD             NGS
 GN0016
 GN0016                          STATION DESCRIPTION
 GN0016
 GN0016'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 GN0016'8.7 MI NW FROM NO AGUA.
 GN0016'8.7 MILES NORTHWEST OF RAILROAD STATION IN NO AGUA TO REACH FROM THE
 GN0016'DENVER AND RIO GRANDE WESTERN RAILROAD STATION IN NO AGUA, PROCEED
 GN0016'NORTH ON STATE HIGHWAY NO. 74, GO 3.6 MILES.  TURN LEFT (WEST) ONTO
 GN0016'ROAD LEADING TO SAN ANTONE RANGER STATION AT ITS JUNCTION WITH THE
 GN0016'HIGHWAY, GO 5.1 MILES.  BENCH MARK IS ON A SMALL GRADE.  33 FEET
 GN0016'NORTHWEST OF THE CENTER LINE OF THE ROAD.  2.0 FEET SOUTH OF A 4 X 4
 GN0016'INCH WOODEN POST PAINTED WHITE PROJECTING 2.0 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0701 ***********************************************************************
 FO0701  DESIGNATION -  A 140
 FO0701  PID         -  FO0701
 FO0701  STATE/COUNTY-  NM/CIBOLA
 FO0701  USGS QUAD   -  MILAN (1995)
 FO0701
 FO0701                         *CURRENT SURVEY CONTROL
 FO0701  ___________________________________________________________________
 FO0701* NAD 83(1986)-  35 11 09.     (N)    107 53 53.     (W)     SCALED    
 FO0701* NAVD 88     -      1990.195  (meters)    6529.50   (feet)  ADJUSTED  
 FO0701  ___________________________________________________________________
 FO0701  GEOID HEIGHT-         -20.36  (meters)                     GEOID03
 FO0701  DYNAMIC HT  -        1987.356 (meters)    6520.18  (feet)  COMP
 FO0701  MODELED GRAV-     979,136.6   (mgal)                       NAVD 88
 FO0701
 FO0701  VERT ORDER  -  FIRST     CLASS II
 FO0701
 FO0701.The horizontal coordinates were scaled from a topographic map and have
 FO0701.an estimated accuracy of +/- 6 seconds.
 FO0701
 FO0701.The orthometric height was determined by differential leveling
 FO0701.and adjusted by the National Geodetic Survey in June 1991..
 FO0701.WARNING-Repeat measurements at this control monument indicate possible
 FO0701.vertical movement.
 FO0701
 FO0701.The geoid height was determined by GEOID03.
 FO0701
 FO0701.The dynamic height is computed by dividing the NAVD 88
 FO0701.geopotential number by the normal gravity value computed on the
 FO0701.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0701.degrees latitude (g = 980.6199 gals.).
 FO0701
 FO0701.The modeled gravity was interpolated from observed gravity values.
 FO0701
 FO0701;                    North         East    Units  Estimated Accuracy
 FO0701;SPC NM W     -   464,200.      824,110.      MT  (+/- 180 meters Scaled)
 FO0701
 FO0701                          SUPERSEDED SURVEY CONTROL
 FO0701
 FO0701  NGVD 29 (??/??/92) 1988.953  (m)         6525.42   (f) ADJ UNCH    1 2
 FO0701
 FO0701.Superseded values are not recommended for survey control.
 FO0701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0701.See file dsdata.txt to determine how the superseded data were derived.
 FO0701
 FO0701_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBU361974(NAD 83)
 FO0701_MARKER: DD = SURVEY DISK
 FO0701_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FO0701_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FO0701_STAMPING: A 140
 FO0701_MARK LOGO: CGS+SS
 FO0701_PROJECTION: PROJECTING 40 CENTIMETERS
 FO0701_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO0701+STABILITY: SURFACE MOTION
 FO0701
 FO0701  HISTORY     - Date     Condition        Report By
 FO0701  HISTORY     - UNK      MONUMENTED       NMGS
 FO0701  HISTORY     - 1941     GOOD             NGS
 FO0701  HISTORY     - 1982     GOOD             NGS
 FO0701
 FO0701                          STATION DESCRIPTION
 FO0701
 FO0701'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 FO0701'3.8 MI NW FROM GRANTS.
 FO0701'TO REACH FROM THE ATCHISON, TOPEKA AND SANTA FE RAILROAD STATION AT
 FO0701'GRANTS-- GO 3.8 MILES NORTHWESTERLY ALONG THE ATCHISON, TOPEKA AND
 FO0701'SANTA FE RIGHT-OF-WAY TO THE CROSSING OF STATE HIGHWAY AND SITE OF
 FO0701'BENCH MARK.  BENCH MARK IS ABOUT 85.0 FEET NORTH OF THE CENTER OF THE
 FO0701'INTERSECTION OF STATE HIGHWAY NO. 53 WITH U.S. HIGHWAY NO. 66, ABOUT
 FO0701'120.0 FEET WEST OF CENTER OF STATE HIGHWAY CROSSING ATCHISON, TOPEKA
 FO0701'AND SANTA FE RAILROAD AND OPPOSITE THE FIFTH POLE SOUTHEAST OF MILE
 FO0701'POLE NO. 99 1/2.  IT IS 84.0 FEET SOUTHWEST OF AND ABOUT 2.0 FEET
 FO0701'BELOW THE CENTERLINE OF THE MAIN SOUTH TRACKS, 7.0 FEET NORTH OF
 FO0701'RIGHT-OF-WAY FENCE CORNER AND 3.0 FEET SOUTH OF 4X4-INCH WOODEN MARKER
 FO0701'POST.  A STD. NEW MEXICO GEODETIC DISK SET IN CONCRETE POST ABOUT
 FO0701'FLUSH WITH THE GROUND.
 FO0701
 FO0701                          STATION RECOVERY (1982)
 FO0701
 FO0701'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FO0701'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  6.4 KM (4.0 MI)
 FO0701'NORTHWESTERLY ALONG THE SANTA FE RAILROAD FROM THE RAILROAD STATION IN
 FO0701'GRANTS, 24.2 METERS (79.4 FT) WEST OF THE NEAR RAIL, 20.5 METERS (67.3
 FO0701'FT) EAST OF THE CENTERLINE OF THE NORTHWEST BOUND LANES OF STATE
 FO0701'HIGHWAY 122 AND 18.0 METERS (59.1 FT) NORTH OF THE CENTERLINE OF STATE
 FO0701'HIGHWAY 53.  NOTE=THE MARK IS LEANING SLIGHTY TO THE WEST.
 FO0701'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 FO0701'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0657 ***********************************************************************
 FO0657  DESIGNATION -  A 141
 FO0657  PID         -  FO0657
 FO0657  STATE/COUNTY-  NM/CIBOLA
 FO0657  USGS QUAD   -  SEBOYETA (1957)
 FO0657
 FO0657                         *CURRENT SURVEY CONTROL
 FO0657  ___________________________________________________________________
 FO0657* NAD 83(1986)-  35 12 29.     (N)    107 27 55.     (W)     SCALED    
 FO0657* NAVD 88     -      2400.073  (meters)    7874.24   (feet)  ADJUSTED  
 FO0657  ___________________________________________________________________
 FO0657  GEOID HEIGHT-         -20.25  (meters)                     GEOID03
 FO0657  DYNAMIC HT  -        2396.486 (meters)    7862.47  (feet)  COMP
 FO0657  MODELED GRAV-     979,052.4   (mgal)                       NAVD 88
 FO0657
 FO0657  VERT ORDER  -  SECOND    CLASS 0
 FO0657
 FO0657.The horizontal coordinates were scaled from a topographic map and have
 FO0657.an estimated accuracy of +/- 6 seconds.
 FO0657
 FO0657.The orthometric height was determined by differential leveling
 FO0657.and adjusted by the National Geodetic Survey in June 1991..
 FO0657
 FO0657.The geoid height was determined by GEOID03.
 FO0657
 FO0657.The dynamic height is computed by dividing the NAVD 88
 FO0657.geopotential number by the normal gravity value computed on the
 FO0657.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0657.degrees latitude (g = 980.6199 gals.).
 FO0657
 FO0657.The modeled gravity was interpolated from observed gravity values.
 FO0657
 FO0657;                    North         East    Units  Estimated Accuracy
 FO0657;SPC NM W     -   466,720.      863,510.      MT  (+/- 180 meters Scaled)
 FO0657
 FO0657                          SUPERSEDED SURVEY CONTROL
 FO0657
 FO0657  NGVD 29 (??/??/92) 2398.863  (m)         7870.27   (f) ADJ UNCH    2 0
 FO0657
 FO0657.Superseded values are not recommended for survey control.
 FO0657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0657.See file dsdata.txt to determine how the superseded data were derived.
 FO0657
 FO0657_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBU755989(NAD 83)
 FO0657_MARKER: DD = SURVEY DISK
 FO0657_SETTING: 80 = SET IN A BOULDER
 FO0657_STAMPING: A 141 1935
 FO0657_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO0657+STABILITY: SURFACE MOTION
 FO0657
 FO0657  HISTORY     - Date     Condition        Report By
 FO0657  HISTORY     - 1935     MONUMENTED       USFS
 FO0657  HISTORY     - 1941     GOOD             NGS
 FO0657
 FO0657                          STATION DESCRIPTION
 FO0657
 FO0657'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 FO0657'10.6 MI N FROM ENCINAL.
 FO0657'TO REACH FROM THE CATHOLIC CHURCH AT ENCINAL-- GO 3.1 MILES EASTERLY
 FO0657'ALONG THE ROAD TO SAN MATEO TO THE INTERSECTION OF ROAD LEADING
 FO0657'EASTERLY.  THENCE, CONTINUE 7.5 MILE NORTHERLY ALONG THE ROAD TO SAN
 FO0657'MATEO TO SITE OF BENCH MARK.  BENCH MARK IS ABOUT 0.6 MILE SOUTH OF A
 FO0657'CATTLE GUARD AND FENCE, ABOUT 0.4 MILE NORTH OF PLACE WHERE ROAD
 FO0657'CROSSES LARGE FLAT WASH AND ABOUT 115.0 FEET EAST OF AND ABOUT 2.0
 FO0657'FEET ABOVE THE CENTERLINE OF THE ROAD.  IT IS SET HORIZONTALLY IN THE
 FO0657'TOP OF BLACK BOULDER PROJECTING 0.4 FOOT AMONG BOULDER RIDGE ON THE
 FO0657'WEST SLOPE OF LONG RIDGE.  IT IS 18.0 FEET NORTHWEST OF A SMALL CEDAR
 FO0657'TREE AND 1.3 FEET WEST OF ROCK CAIRN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0973 ***********************************************************************
 CX0973  DESIGNATION -  A 142
 CX0973  PID         -  CX0973
 CX0973  STATE/COUNTY-  NM/DONA ANA
 CX0973  USGS QUAD   -  CAMBRAY (1972)
 CX0973
 CX0973                         *CURRENT SURVEY CONTROL
 CX0973  ___________________________________________________________________
 CX0973* NAD 83(1986)-  32 13 59.     (N)    107 15 47.     (W)     SCALED    
 CX0973* NAVD 88     -      1297.820  (meters)    4257.93   (feet)  ADJUSTED  
 CX0973  ___________________________________________________________________
 CX0973  GEOID HEIGHT-         -24.19  (meters)                     GEOID03
 CX0973  DYNAMIC HT  -        1295.876 (meters)    4251.55  (feet)  COMP
 CX0973  MODELED GRAV-     979,096.5   (mgal)                       NAVD 88
 CX0973
 CX0973  VERT ORDER  -  SECOND    CLASS 0
 CX0973
 CX0973.The horizontal coordinates were scaled from a topographic map and have
 CX0973.an estimated accuracy of +/- 6 seconds.
 CX0973
 CX0973.The orthometric height was determined by differential leveling
 CX0973.and adjusted by the National Geodetic Survey in June 1991..
 CX0973
 CX0973.The geoid height was determined by GEOID03.
 CX0973
 CX0973.The dynamic height is computed by dividing the NAVD 88
 CX0973.geopotential number by the normal gravity value computed on the
 CX0973.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0973.degrees latitude (g = 980.6199 gals.).
 CX0973
 CX0973.The modeled gravity was interpolated from observed gravity values.
 CX0973
 CX0973;                    North         East    Units  Estimated Accuracy
 CX0973;SPC NM C     -   137,160.      404,520.      MT  (+/- 180 meters Scaled)
 CX0973
 CX0973                          SUPERSEDED SURVEY CONTROL
 CX0973
 CX0973  NGVD 29 (??/??/92) 1297.217  (m)         4255.95   (f) ADJ UNCH    2 0
 CX0973
 CX0973.Superseded values are not recommended for survey control.
 CX0973.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0973.See file dsdata.txt to determine how the superseded data were derived.
 CX0973
 CX0973_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBR867685(NAD 83)
 CX0973_MARKER: DB = BENCH MARK DISK
 CX0973_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX0973_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CX0973_STAMPING: A 142 1934
 CX0973_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX0973+STABILITY: SURFACE MOTION
 CX0973
 CX0973  HISTORY     - Date     Condition        Report By
 CX0973  HISTORY     - 1934     MONUMENTED       NMGS
 CX0973  HISTORY     - 1953     GOOD             NGS
 CX0973
 CX0973                          STATION DESCRIPTION
 CX0973
 CX0973'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CX0973'3.6 MI E FROM CAMBRAY.
 CX0973'3.6 MILES EAST ALONG ABANDONED U. S. HIGHWAYS 70 AND 80 FROM THE
 CX0973'SOUTHERN PACIFIC RAILWAY STATION AT CAMBRAY, 0.7 MILE WEST OF A GATE
 CX0973'ACROSS THE OLD HIGHWAY, 0.7 MILE WEST OF A TRAIL ROAD LEADING SOUTH TO
 CX0973'A WINDMILL, 194 FEET WEST OF A FENCE CORNER POST, 52 FEET NORTH OF THE
 CX0973'CENTER LINE OF THE OLD HIGHWAY, 1.2 FEET EAST OF A REFERENCE POST, AND
 CX0973'SET IN THE TOP OF A CONCRETE POST PROJECTING 1.0 FOOT ABOVE THE
 CX0973'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0306 ***********************************************************************
 CE0306  DESIGNATION -  A 143
 CE0306  PID         -  CE0306
 CE0306  STATE/COUNTY-  NM/DONA ANA
 CE0306  USGS QUAD   -  GUZMANS LOOKOUT MOUNTAIN (1985)
 CE0306
 CE0306                         *CURRENT SURVEY CONTROL
 CE0306  ___________________________________________________________________
 CE0306* NAD 83(1986)-  31 47 21.     (N)    107 10 10.     (W)     SCALED    
 CE0306* NAVD 88     -      1259.088  (meters)    4130.86   (feet)  ADJUSTED  
 CE0306  ___________________________________________________________________
 CE0306  GEOID HEIGHT-         -24.51  (meters)                     GEOID03
 CE0306  DYNAMIC HT  -        1257.152 (meters)    4124.51  (feet)  COMP
 CE0306  MODELED GRAV-     979,059.3   (mgal)                       NAVD 88
 CE0306
 CE0306  VERT ORDER  -  SECOND    CLASS 0
 CE0306
 CE0306.The horizontal coordinates were scaled from a topographic map and have
 CE0306.an estimated accuracy of +/- 6 seconds.
 CE0306
 CE0306.The orthometric height was determined by differential leveling
 CE0306.and adjusted by the National Geodetic Survey in June 1991..
 CE0306
 CE0306.The geoid height was determined by GEOID03.
 CE0306
 CE0306.The dynamic height is computed by dividing the NAVD 88
 CE0306.geopotential number by the normal gravity value computed on the
 CE0306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0306.degrees latitude (g = 980.6199 gals.).
 CE0306
 CE0306.The modeled gravity was interpolated from observed gravity values.
 CE0306
 CE0306;                    North         East    Units  Estimated Accuracy
 CE0306;SPC NM C     -    87,860.      412,930.      MT  (+/- 180 meters Scaled)
 CE0306
 CE0306                          SUPERSEDED SURVEY CONTROL
 CE0306
 CE0306  NGVD 29 (??/??/92) 1258.492  (m)         4128.90   (f) ADJ UNCH    2 0
 CE0306
 CE0306.Superseded values are not recommended for survey control.
 CE0306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0306.See file dsdata.txt to determine how the superseded data were derived.
 CE0306
 CE0306_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RBR945191(NAD 83)
 CE0306_MARKER: DB = BENCH MARK DISK
 CE0306_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CE0306_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CE0306_STAMPING: A 143 1935
 CE0306_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CE0306+STABILITY: SURFACE MOTION
 CE0306
 CE0306  HISTORY     - Date     Condition        Report By
 CE0306  HISTORY     - 1935     MONUMENTED       CGS
 CE0306  HISTORY     - 1976     GOOD             USGS
 CE0306
 CE0306                          STATION DESCRIPTION
 CE0306
 CE0306'DESCRIBED BY US GEOLOGICAL SURVEY 1976
 CE0306'39.0 MI W FROM EL PASO.
 CE0306'FROM JCT OF I 10 AND MESA ROAD OF NE EDGE OF EL PASO TRAVEL W ALONG
 CE0306'MESA ROAD 3.0 MI TO STATE HWY 273, THENCE N 1.0 MI ON HWY 273 TO JCT,
 CE0306'THENCE W 3.5 MI TO RAILROAD, THENCE N 0.9 MI TO JCT, THENCE W 15.35 MI
 CE0306'TO JCT TO KILBOURNE HOLE, CONT W 9.60 MI TO JCT, CONT W ALONG OLD
 CE0306'RAILROAD 5.65 MI TO BENCH MARK. BENCH MARK IS 100 FT. S OF ROAD, IN
 CE0306'OLD FENCE LINE, IN THE CENTER OF A RIGHT CURVE, A STANDARD CAP SET IN
 CE0306'A CONCRETE POST PROJECTING 0.5 FT. ABOVE THE GROUND, STAMPED A 143
 CE0306'1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0472 ***********************************************************************
 DR0472  DESIGNATION -  A 144
 DR0472  PID         -  DR0472
 DR0472  STATE/COUNTY-  NM/LINCOLN
 DR0472  USGS QUAD   -  ARABELA (1981)
 DR0472
 DR0472                         *CURRENT SURVEY CONTROL
 DR0472  ___________________________________________________________________
 DR0472* NAD 83(1986)-  33 32 30.     (N)    105 10 28.     (W)     SCALED    
 DR0472* NAVD 88     -      1642.700  (meters)    5389.42   (feet)  ADJUSTED  
 DR0472  ___________________________________________________________________
 DR0472  GEOID HEIGHT-         -21.37  (meters)                     GEOID03
 DR0472  DYNAMIC HT  -        1640.264 (meters)    5381.43  (feet)  COMP
 DR0472  MODELED GRAV-     979,096.2   (mgal)                       NAVD 88
 DR0472
 DR0472  VERT ORDER  -  SECOND    CLASS 0
 DR0472
 DR0472.The horizontal coordinates were scaled from a topographic map and have
 DR0472.an estimated accuracy of +/- 6 seconds.
 DR0472
 DR0472.The orthometric height was determined by differential leveling
 DR0472.and adjusted by the National Geodetic Survey in June 1991..
 DR0472
 DR0472.The geoid height was determined by GEOID03.
 DR0472
 DR0472.The dynamic height is computed by dividing the NAVD 88
 DR0472.geopotential number by the normal gravity value computed on the
 DR0472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0472.degrees latitude (g = 980.6199 gals.).
 DR0472
 DR0472.The modeled gravity was interpolated from observed gravity values.
 DR0472
 DR0472;                    North         East    Units  Estimated Accuracy
 DR0472;SPC NM C     -   282,340.      599,890.      MT  (+/- 180 meters Scaled)
 DR0472
 DR0472                          SUPERSEDED SURVEY CONTROL
 DR0472
 DR0472  NGVD 29 (??/??/92) 1641.980  (m)         5387.06   (f) ADJ UNCH    2 0
 DR0472
 DR0472.Superseded values are not recommended for survey control.
 DR0472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0472.See file dsdata.txt to determine how the superseded data were derived.
 DR0472
 DR0472_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDT838113(NAD 83)
 DR0472_MARKER: DB = BENCH MARK DISK
 DR0472_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR0472_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DR0472_STAMPING: A-144 1935
 DR0472_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR0472+STABILITY: SURFACE MOTION
 DR0472
 DR0472  HISTORY     - Date     Condition        Report By
 DR0472  HISTORY     - 1935     MONUMENTED       CGS
 DR0472  HISTORY     - 1967     GOOD             USGS
 DR0472
 DR0472                          STATION DESCRIPTION
 DR0472
 DR0472'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DR0472'3.5 MI S FROM ARABELA.
 DR0472'3.5 MI. S. ALONG ROAD TO TINNIE IN THE BOTTOM OF A SMALL CANYON, ABOUT
 DR0472'90 FT. S. OF THE CENTER LINE OF A DRY CREEK BED, 32 FT. N. OF THE
 DR0472'CENTER LINE OF ROAD, AND 23 FT. W. OF A SMALL CEDAR TREE.
 DR0472
 DR0472                          STATION RECOVERY (1967)
 DR0472
 DR0472'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 DR0472'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0293 ***********************************************************************
 EP0293  DESIGNATION -  A 145
 EP0293  PID         -  EP0293
 EP0293  STATE/COUNTY-  NM/LINCOLN
 EP0293  USGS QUAD   -  COWBOY MESA (1981)
 EP0293
 EP0293                         *CURRENT SURVEY CONTROL
 EP0293  ___________________________________________________________________
 EP0293* NAD 83(1986)-  34 01 52.     (N)    105 06 26.     (W)     SCALED    
 EP0293* NAVD 88     -      1543.871  (meters)    5065.18   (feet)  ADJUSTED  
 EP0293  ___________________________________________________________________
 EP0293  GEOID HEIGHT-         -21.96  (meters)                     GEOID03
 EP0293  DYNAMIC HT  -        1541.681 (meters)    5058.00  (feet)  COMP
 EP0293  MODELED GRAV-     979,163.5   (mgal)                       NAVD 88
 EP0293
 EP0293  VERT ORDER  -  SECOND    CLASS 0
 EP0293
 EP0293.The horizontal coordinates were scaled from a topographic map and have
 EP0293.an estimated accuracy of +/- 6 seconds.
 EP0293
 EP0293.The orthometric height was determined by differential leveling
 EP0293.and adjusted by the National Geodetic Survey in June 1991..
 EP0293
 EP0293.The geoid height was determined by GEOID03.
 EP0293
 EP0293.The dynamic height is computed by dividing the NAVD 88
 EP0293.geopotential number by the normal gravity value computed on the
 EP0293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EP0293.degrees latitude (g = 980.6199 gals.).
 EP0293
 EP0293.The modeled gravity was interpolated from observed gravity values.
 EP0293
 EP0293;                    North         East    Units  Estimated Accuracy
 EP0293;SPC NM C     -   336,690.      605,530.      MT  (+/- 180 meters Scaled)
 EP0293
 EP0293                          SUPERSEDED SURVEY CONTROL
 EP0293
 EP0293  NGVD 29 (??/??/92) 1543.153  (m)         5062.83   (f) ADJ UNCH    2 0
 EP0293
 EP0293.Superseded values are not recommended for survey control.
 EP0293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EP0293.See file dsdata.txt to determine how the superseded data were derived.
 EP0293
 EP0293_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDT901656(NAD 83)
 EP0293_MARKER: DB = BENCH MARK DISK
 EP0293_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EP0293_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EP0293_STAMPING: A-145 1935
 EP0293_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EP0293+STABILITY: SURFACE MOTION
 EP0293
 EP0293  HISTORY     - Date     Condition        Report By
 EP0293  HISTORY     - 1935     MONUMENTED       CGS
 EP0293  HISTORY     - 1975     MARK NOT FOUND   USGS
 EP0293
 EP0293                          STATION DESCRIPTION
 EP0293
 EP0293'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EP0293'8.8 MI S FROM MOSLEY.
 EP0293'8.8 MI. S. ALONG ROAD TO BILLINGS RANCH 0.9 MI. N. OF BILLINGS RANCH
 EP0293'HOUSE, ABOUT 100 YDS. E. OF A SHEEP FENCE, AND 15 FT. W. OF THE CENTER
 EP0293'LINE OF ROAD.
 EP0293
 EP0293                          STATION RECOVERY (1975)
 EP0293
 EP0293'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 EP0293'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0787 ***********************************************************************
 DR0787  DESIGNATION -  A 146
 DR0787  PID         -  DR0787
 DR0787  STATE/COUNTY-  NM/CHAVES
 DR0787  USGS QUAD   -  DERRICK DRAW (1975)
 DR0787
 DR0787                         *CURRENT SURVEY CONTROL
 DR0787  ___________________________________________________________________
 DR0787* NAD 83(1986)-  33 00 25.     (N)    104 08 16.     (W)     SCALED    
 DR0787* NAVD 88     -      1084.961  (meters)    3559.58   (feet)  ADJUSTED  
 DR0787  ___________________________________________________________________
 DR0787  GEOID HEIGHT-         -22.83  (meters)                     GEOID03
 DR0787  DYNAMIC HT  -        1083.476 (meters)    3554.70  (feet)  COMP
 DR0787  MODELED GRAV-     979,232.0   (mgal)                       NAVD 88
 DR0787
 DR0787  VERT ORDER  -  SECOND    CLASS 0
 DR0787
 DR0787.The horizontal coordinates were scaled from a topographic map and have
 DR0787.an estimated accuracy of +/- 6 seconds.
 DR0787
 DR0787.The orthometric height was determined by differential leveling
 DR0787.and adjusted by the National Geodetic Survey in June 1991..
 DR0787
 DR0787.The geoid height was determined by GEOID03.
 DR0787
 DR0787.The dynamic height is computed by dividing the NAVD 88
 DR0787.geopotential number by the normal gravity value computed on the
 DR0787.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0787.degrees latitude (g = 980.6199 gals.).
 DR0787
 DR0787.The modeled gravity was interpolated from observed gravity values.
 DR0787
 DR0787;                    North         East    Units  Estimated Accuracy
 DR0787;SPC NM E     -   222,540.      183,270.      MT  (+/- 180 meters Scaled)
 DR0787
 DR0787                          SUPERSEDED SURVEY CONTROL
 DR0787
 DR0787  NGVD 29 (??/??/92) 1084.490  (m)         3558.03   (f) ADJ UNCH    2 0
 DR0787
 DR0787.Superseded values are not recommended for survey control.
 DR0787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0787.See file dsdata.txt to determine how the superseded data were derived.
 DR0787
 DR0787_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES805523(NAD 83)
 DR0787_MARKER: DB = BENCH MARK DISK
 DR0787_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR0787_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DR0787_STAMPING: A 146 1935
 DR0787_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR0787+STABILITY: SURFACE MOTION
 DR0787
 DR0787  HISTORY     - Date     Condition        Report By
 DR0787  HISTORY     - 1935     MONUMENTED       CGS
 DR0787  HISTORY     - 1941     GOOD             NGS
 DR0787
 DR0787                          STATION DESCRIPTION
 DR0787
 DR0787'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 DR0787'16.1 MI SE FROM HAGERMAN.
 DR0787'TO REACH BENCH MARK FROM THE SCHOOL BUILDINGS IN HAGERMAN, PROCEED
 DR0787'EAST ON STATE HIGHWAY NO. 31, GO 7.8 MILES TO A TRACK ROAD.  THENCE,
 DR0787'TURN RIGHT (SOUTHEAST), GO 3.6 MILES TO A WINDMILL AT FORK IN ROAD.
 DR0787'THENCE TAKE RIGHT FORK (SOUTHERLY), AND GO 4.7 MILES TO A WINDMILL AND
 DR0787'SITE OF BENCH MARK.  NOTE-- BENCH MARK IS ABOUT 400 FEET NORTH OF A
 DR0787'WINDMILL.  15 FEET WEST OF AND THE SAME ELEVATION AS THE CENTER LINE
 DR0787'OF THE ROAD.  3 FEET SOUTH OF A 4 X 4 INCH WOODEN MARKER POST. THE
 DR0787'MONUMENT PROJECTS 0.8 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0233 ***********************************************************************
 CE0233  DESIGNATION -  A 147
 CE0233  PID         -  CE0233
 CE0233  STATE/COUNTY-  NM/DONA ANA
 CE0233  USGS QUAD   -  LA UNION (1995)
 CE0233
 CE0233                         *CURRENT SURVEY CONTROL
 CE0233  ___________________________________________________________________
 CE0233* NAD 83(1986)-  31 53 10.     (N)    106 42 05.     (W)     SCALED    
 CE0233* NAVD 88     -      1252.748  (meters)    4110.06   (feet)  ADJUSTED  
 CE0233  ___________________________________________________________________
 CE0233  GEOID HEIGHT-         -24.16  (meters)                     GEOID03
 CE0233  DYNAMIC HT  -        1250.843 (meters)    4103.81  (feet)  COMP
 CE0233  MODELED GRAV-     979,075.6   (mgal)                       NAVD 88
 CE0233
 CE0233  VERT ORDER  -  SECOND    CLASS 0
 CE0233
 CE0233.The horizontal coordinates were scaled from a topographic map and have
 CE0233.an estimated accuracy of +/- 6 seconds.
 CE0233
 CE0233.The orthometric height was determined by differential leveling
 CE0233.and adjusted by the National Geodetic Survey in June 1991..
 CE0233
 CE0233.The geoid height was determined by GEOID03.
 CE0233
 CE0233.The dynamic height is computed by dividing the NAVD 88
 CE0233.geopotential number by the normal gravity value computed on the
 CE0233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0233.degrees latitude (g = 980.6199 gals.).
 CE0233
 CE0233.The modeled gravity was interpolated from observed gravity values.
 CE0233
 CE0233;                    North         East    Units  Estimated Accuracy
 CE0233;SPC NM C     -    98,330.      457,300.      MT  (+/- 180 meters Scaled)
 CE0233
 CE0233                          SUPERSEDED SURVEY CONTROL
 CE0233
 CE0233  NGVD 29 (??/??/92) 1252.179  (m)         4108.19   (f) ADJ UNCH    2 0
 CE0233
 CE0233.Superseded values are not recommended for survey control.
 CE0233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0233.See file dsdata.txt to determine how the superseded data were derived.
 CE0233
 CE0233_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR390290(NAD 83)
 CE0233_MARKER: DB = BENCH MARK DISK
 CE0233_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CE0233_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CE0233_STAMPING: A-147 1935
 CE0233_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CE0233+STABILITY: SURFACE MOTION
 CE0233
 CE0233  HISTORY     - Date     Condition        Report By
 CE0233  HISTORY     - 1935     MONUMENTED       CGS
 CE0233  HISTORY     - 1955     GOOD             AMS
 CE0233
 CE0233                          STATION DESCRIPTION
 CE0233
 CE0233'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 CE0233'4.6 MI NE FROM STRAUSS.
 CE0233'4.6 MI. N.E. ALONG OLD GOLDEN STATE ROAD 175 FT. S. OF THE FENCE LINE,
 CE0233'45 FT. S. OF THE CENTER LINE OF ROAD, 27 FT. E. OF A TELEPHONE POLE,
 CE0233'AND IN LINE OF TELEPHONE POLES.
 CE0233
 CE0233                          STATION RECOVERY (1955)
 CE0233
 CE0233'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1955
 CE0233'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0428 ***********************************************************************
 CV0428  DESIGNATION -  A 148
 CV0428  PID         -  CV0428
 CV0428  STATE/COUNTY-  NM/CHAVES
 CV0428  USGS QUAD   -  MALJAMAR NE (1985)
 CV0428
 CV0428                         *CURRENT SURVEY CONTROL
 CV0428  ___________________________________________________________________
 CV0428* NAD 83(1986)-  32 59 22.     (N)    103 51 10.     (W)     SCALED    
 CV0428* NAVD 88     -      1352.298  (meters)    4436.66   (feet)  ADJUSTED  
 CV0428  ___________________________________________________________________
 CV0428  GEOID HEIGHT-         -22.26  (meters)                     GEOID03
 CV0428  DYNAMIC HT  -        1350.405 (meters)    4430.45  (feet)  COMP
 CV0428  MODELED GRAV-     979,190.0   (mgal)                       NAVD 88
 CV0428
 CV0428  VERT ORDER  -  SECOND    CLASS 0
 CV0428
 CV0428.The horizontal coordinates were scaled from a topographic map and have
 CV0428.an estimated accuracy of +/- 6 seconds.
 CV0428
 CV0428.The orthometric height was determined by differential leveling
 CV0428.and adjusted by the National Geodetic Survey in June 1991..
 CV0428
 CV0428.The geoid height was determined by GEOID03.
 CV0428
 CV0428.The dynamic height is computed by dividing the NAVD 88
 CV0428.geopotential number by the normal gravity value computed on the
 CV0428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0428.degrees latitude (g = 980.6199 gals.).
 CV0428
 CV0428.The modeled gravity was interpolated from observed gravity values.
 CV0428
 CV0428;                    North         East    Units  Estimated Accuracy
 CV0428;SPC NM E     -   220,690.      209,910.      MT  (+/- 180 meters Scaled)
 CV0428
 CV0428                          SUPERSEDED SURVEY CONTROL
 CV0428
 CV0428.No superseded survey control is available for this station.
 CV0428
 CV0428_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFS071507(NAD 83)
 CV0428_MARKER: DB = BENCH MARK DISK
 CV0428_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0428_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CV0428_STAMPING: A 148 1935
 CV0428_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CV0428+STABILITY: SURFACE MOTION
 CV0428
 CV0428  HISTORY     - Date     Condition        Report By
 CV0428  HISTORY     - 1935     MONUMENTED       CGS
 CV0428  HISTORY     - 1941     GOOD             NGS
 CV0428
 CV0428                          STATION DESCRIPTION
 CV0428
 CV0428'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 CV0428'11.6 MI NW FROM MALJAMAR.
 CV0428'TO REACH BENCH MARK FROM POST OFFICE IN MALJAMAR, PROCEED EAST ON
 CV0428'STATE HIGHWAY NO. 83 GO 0.9 MILES TO INTERSECTION OF STATE HIGHWAY NO.
 CV0428'31.  THENCE, TURN LEFT ON HIGHWAY NO. 31, GO 10.7 MILES TO SITE OF
 CV0428'BENCH MARK.  BENCH MARK IS ALONG STATE HIGHWAY NO. 31.  10.7 MILES
 CV0428'NORTHWEST OF THE INTERSECTION OF STATE HIGHWAY NO. 83 AND NO. 31.
 CV0428'ABOUT 0.1 MILES NORTH OF A WASH.  25 FEET WEST OF AND ABOUT THE SAME
 CV0428'ELEVATION AS THE CENTER LINE OF THE HIGHWAY.  3 FEET SOUTH OF A 4 X 4
 CV0428'INCH WOODEN MARKER POST.  STANDARD TABLET SET HORIZONTALLY IN CONCRETE
 CV0428'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0364 ***********************************************************************
 DQ0364  DESIGNATION -  A 149
 DQ0364  PID         -  DQ0364
 DQ0364  STATE/COUNTY-  NM/LEA
 DQ0364  USGS QUAD   -  HILLBURN CITY SW (1984)
 DQ0364
 DQ0364                         *CURRENT SURVEY CONTROL
 DQ0364  ___________________________________________________________________
 DQ0364* NAD 83(1986)-  33 00 11.     (N)    103 26 36.     (W)     SCALED    
 DQ0364* NAVD 88     -      1228.104  (meters)    4029.20   (feet)  ADJUSTED  
 DQ0364  ___________________________________________________________________
 DQ0364  GEOID HEIGHT-         -21.85  (meters)                     GEOID03
 DQ0364  DYNAMIC HT  -        1226.413 (meters)    4023.66  (feet)  COMP
 DQ0364  MODELED GRAV-     979,217.7   (mgal)                       NAVD 88
 DQ0364
 DQ0364  VERT ORDER  -  SECOND    CLASS 0
 DQ0364
 DQ0364.The horizontal coordinates were scaled from a topographic map and have
 DQ0364.an estimated accuracy of +/- 6 seconds.
 DQ0364
 DQ0364.The orthometric height was determined by differential leveling
 DQ0364.and adjusted by the National Geodetic Survey in June 1991..
 DQ0364
 DQ0364.The geoid height was determined by GEOID03.
 DQ0364
 DQ0364.The dynamic height is computed by dividing the NAVD 88
 DQ0364.geopotential number by the normal gravity value computed on the
 DQ0364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0364.degrees latitude (g = 980.6199 gals.).
 DQ0364
 DQ0364.The modeled gravity was interpolated from observed gravity values.
 DQ0364
 DQ0364;                    North         East    Units  Estimated Accuracy
 DQ0364;SPC NM E     -   222,440.      248,160.      MT  (+/- 180 meters Scaled)
 DQ0364
 DQ0364                          SUPERSEDED SURVEY CONTROL
 DQ0364
 DQ0364  NGVD 29 (??/??/92) 1227.634  (m)         4027.66   (f) ADJ UNCH    2 0
 DQ0364
 DQ0364.Superseded values are not recommended for survey control.
 DQ0364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0364.See file dsdata.txt to determine how the superseded data were derived.
 DQ0364
 DQ0364_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFS454527(NAD 83)
 DQ0364_MARKER: DB = BENCH MARK DISK
 DQ0364_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0364_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DQ0364_STAMPING: A 149 1935
 DQ0364_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0364+STABILITY: SURFACE MOTION
 DQ0364
 DQ0364  HISTORY     - Date     Condition        Report By
 DQ0364  HISTORY     - 1935     MONUMENTED       CGS
 DQ0364  HISTORY     - 1979     GOOD             USGS
 DQ0364
 DQ0364                          STATION DESCRIPTION
 DQ0364
 DQ0364'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DQ0364'9.8 MI NW FROM LOVINGTON.
 DQ0364'ABOUT 5.0 MI W ALONG STATE HWY NO. 83, THENCE 4.8 MI N ALONG ROADS.
 DQ0364'ALONG N. AND S. ROAD ABOUT 300 YDS S. E. OF A RANCH HOUSE, 36 FT. W.
 DQ0364'OF THE CENTER LINE OF THE ROAD.
 DQ0364
 DQ0364                          STATION RECOVERY (1979)
 DQ0364
 DQ0364'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 DQ0364'LOVINGTON, JCT. OF US HWY 82 AND STATE HWY 18. THENCE 1.2 MILES N.
 DQ0364'ALONG STATE HWY 18. THENCE CONTINUING N., ALONG PAVED COUNTY ROAD 0.3
 DQ0364'MILES. THENCE 0.2 MI. W. THENCE 3.0 MI. N. ALONG PAVED COUNTY ROAD.
 DQ0364'THENCE 5.0 MILES WEST ALONG GRAVEL ROAD TO A CATTLE GUARD. THENCE 0.6
 DQ0364'MI. S.E ALONG GRAVEL ROAD TO A TRACK ROAD LEFT TO THE S.E FOLLOW RD
 DQ0364'FOR 0.1 MI. TO Y FORK TURN RIGHT AND GO 0.45 MILES TO BM 25 FEET WEST
 DQ0364'OF TRACK ROAD. A STANDARD TABLET STAMPED A 149 1935 AND SET IN TOP OF
 DQ0364'A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0353 ***********************************************************************
 DQ0353  DESIGNATION -  A 150
 DQ0353  PID         -  DQ0353
 DQ0353  STATE/COUNTY-  NM/LEA
 DQ0353  USGS QUAD   -  ALSTON RANCH (1984)
 DQ0353
 DQ0353                         *CURRENT SURVEY CONTROL
 DQ0353  ___________________________________________________________________
 DQ0353* NAD 83(1986)-  33 09 19.     (N)    103 22 39.     (W)     SCALED    
 DQ0353* NAVD 88     -      1225.971  (meters)    4022.21   (feet)  ADJUSTED  
 DQ0353  ___________________________________________________________________
 DQ0353  GEOID HEIGHT-         -21.91  (meters)                     GEOID03
 DQ0353  DYNAMIC HT  -        1224.297 (meters)    4016.71  (feet)  COMP
 DQ0353  MODELED GRAV-     979,228.8   (mgal)                       NAVD 88
 DQ0353
 DQ0353  VERT ORDER  -  SECOND    CLASS 0
 DQ0353
 DQ0353.The horizontal coordinates were scaled from a topographic map and have
 DQ0353.an estimated accuracy of +/- 6 seconds.
 DQ0353
 DQ0353.The orthometric height was determined by differential leveling
 DQ0353.and adjusted by the National Geodetic Survey in June 1991..
 DQ0353
 DQ0353.The geoid height was determined by GEOID03.
 DQ0353
 DQ0353.The dynamic height is computed by dividing the NAVD 88
 DQ0353.geopotential number by the normal gravity value computed on the
 DQ0353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0353.degrees latitude (g = 980.6199 gals.).
 DQ0353
 DQ0353.The modeled gravity was interpolated from observed gravity values.
 DQ0353
 DQ0353;                    North         East    Units  Estimated Accuracy
 DQ0353;SPC NM E     -   239,380.      254,160.      MT  (+/- 180 meters Scaled)
 DQ0353
 DQ0353                          SUPERSEDED SURVEY CONTROL
 DQ0353
 DQ0353  NGVD 29 (??/??/92) 1225.524  (m)         4020.74   (f) ADJ UNCH    2 0
 DQ0353
 DQ0353.Superseded values are not recommended for survey control.
 DQ0353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0353.See file dsdata.txt to determine how the superseded data were derived.
 DQ0353
 DQ0353_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFS513696(NAD 83)
 DQ0353_MARKER: DB = BENCH MARK DISK
 DQ0353_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0353_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DQ0353_STAMPING: A 150 1935
 DQ0353_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0353+STABILITY: SURFACE MOTION
 DQ0353
 DQ0353  HISTORY     - Date     Condition        Report By
 DQ0353  HISTORY     - 1935     MONUMENTED       CGS
 DQ0353  HISTORY     - 1970     GOOD             USGS
 DQ0353
 DQ0353                          STATION DESCRIPTION
 DQ0353
 DQ0353'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 DQ0353'4.5 MI NW FROM MCDONALD.
 DQ0353'1.0 MILES N ALONG STATE HWY 18 FROM MCDONALD, LEA COUNTY.  THENCE 3.5
 DQ0353'MILES W ALONG COUNTY ROAD.  135 FT E OF QUARTER CORNER COMMON TO
 DQ0353'SECTIONS 35 AND 26.  21 FT S OF CENTERLINE OF THE ROAD AND 1 FT N OF
 DQ0353'FENCE.  A STANDARD DISK STAMPED A 150 1935 AND SET IN THE TOP OF A
 DQ0353'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0524 ***********************************************************************
 DQ0524  DESIGNATION -  A 151
 DQ0524  PID         -  DQ0524
 DQ0524  STATE/COUNTY-  NM/LEA
 DQ0524  USGS QUAD   -  DEAN RANCH (1984)
 DQ0524
 DQ0524                         *CURRENT SURVEY CONTROL
 DQ0524  ___________________________________________________________________
 DQ0524* NAD 83(1986)-  33 02 59.     (N)    103 43 20.     (W)     SCALED    
 DQ0524* NAVD 88     -      1317.834  (meters)    4323.59   (feet)  ADJUSTED  
 DQ0524  ___________________________________________________________________
 DQ0524  GEOID HEIGHT-         -22.07  (meters)                     GEOID03
 DQ0524  DYNAMIC HT  -        1315.997 (meters)    4317.57  (feet)  COMP
 DQ0524  MODELED GRAV-     979,196.8   (mgal)                       NAVD 88
 DQ0524
 DQ0524  VERT ORDER  -  SECOND    CLASS 0
 DQ0524
 DQ0524.The horizontal coordinates were scaled from a topographic map and have
 DQ0524.an estimated accuracy of +/- 6 seconds.
 DQ0524
 DQ0524.The orthometric height was determined by differential leveling
 DQ0524.and adjusted by the National Geodetic Survey in June 1991..
 DQ0524
 DQ0524.The geoid height was determined by GEOID03.
 DQ0524
 DQ0524.The dynamic height is computed by dividing the NAVD 88
 DQ0524.geopotential number by the normal gravity value computed on the
 DQ0524.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0524.degrees latitude (g = 980.6199 gals.).
 DQ0524
 DQ0524.The modeled gravity was interpolated from observed gravity values.
 DQ0524
 DQ0524;                    North         East    Units  Estimated Accuracy
 DQ0524;SPC NM E     -   227,430.      222,070.      MT  (+/- 180 meters Scaled)
 DQ0524
 DQ0524                          SUPERSEDED SURVEY CONTROL
 DQ0524
 DQ0524  NGVD 29 (??/??/92) 1317.310  (m)         4321.87   (f) ADJ UNCH    2 0
 DQ0524
 DQ0524.Superseded values are not recommended for survey control.
 DQ0524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0524.See file dsdata.txt to determine how the superseded data were derived.
 DQ0524
 DQ0524_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFS193575(NAD 83)
 DQ0524_MARKER: DB = BENCH MARK DISK
 DQ0524_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0524_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DQ0524_STAMPING: A 151 1935
 DQ0524_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0524+STABILITY: SURFACE MOTION
 DQ0524
 DQ0524  HISTORY     - Date     Condition        Report By
 DQ0524  HISTORY     - 1935     MONUMENTED       CGS
 DQ0524  HISTORY     - 1973     GOOD             USGS
 DQ0524
 DQ0524                          STATION DESCRIPTION
 DQ0524
 DQ0524'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 DQ0524'27 MI NW FROM LOVINGTON.
 DQ0524'11.1 MILES WEST ALONG U.S. HIGHWAY 82 FROM LOVINGTON, LEA COUNTY,
 DQ0524'THENCE 9.3 MILES NORTH ALONG STATE HIGHWAY 457, THENCE 6.6 MILES WEST
 DQ0524'ALONG A COUNTY ROAD TO A CATTLEGUARD IN A NORTH-SOUTH FENCE, THENCE
 DQ0524'0.25 MILES SOUTH ALONG FENCE LINE TO AN OLD ROAD SCAR.  90 FEET EAST
 DQ0524'OF FENCE AND 12 FEET NORTH OF OLD ROAD.  A STANDARD DISK, STAMPED A
 DQ0524'151 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0434 ***********************************************************************
 CV0434  DESIGNATION -  A 152
 CV0434  PID         -  CV0434
 CV0434  STATE/COUNTY-  NM/LEA
 CV0434  USGS QUAD   -  BUCKEYE NE (1985)
 CV0434
 CV0434                         *CURRENT SURVEY CONTROL
 CV0434  ___________________________________________________________________
 CV0434* NAD 83(1986)-  32 56 10.     (N)    103 36 44.     (W)     SCALED    
 CV0434* NAVD 88     -      1268.422  (meters)    4161.48   (feet)  ADJUSTED  
 CV0434  ___________________________________________________________________
 CV0434  GEOID HEIGHT-         -21.96  (meters)                     GEOID03
 CV0434  DYNAMIC HT  -        1266.661 (meters)    4155.70  (feet)  COMP
 CV0434  MODELED GRAV-     979,204.5   (mgal)                       NAVD 88
 CV0434
 CV0434  VERT ORDER  -  SECOND    CLASS 0
 CV0434
 CV0434.The horizontal coordinates were scaled from a topographic map and have
 CV0434.an estimated accuracy of +/- 6 seconds.
 CV0434
 CV0434.The orthometric height was determined by differential leveling
 CV0434.and adjusted by the National Geodetic Survey in June 1991..
 CV0434
 CV0434.The geoid height was determined by GEOID03.
 CV0434
 CV0434.The dynamic height is computed by dividing the NAVD 88
 CV0434.geopotential number by the normal gravity value computed on the
 CV0434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0434.degrees latitude (g = 980.6199 gals.).
 CV0434
 CV0434.The modeled gravity was interpolated from observed gravity values.
 CV0434
 CV0434;                    North         East    Units  Estimated Accuracy
 CV0434;SPC NM E     -   214,900.      232,430.      MT  (+/- 180 meters Scaled)
 CV0434
 CV0434                          SUPERSEDED SURVEY CONTROL
 CV0434
 CV0434  NGVD 29 (??/??/92) 1267.928  (m)         4159.86   (f) ADJ UNCH    2 0
 CV0434
 CV0434.Superseded values are not recommended for survey control.
 CV0434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0434.See file dsdata.txt to determine how the superseded data were derived.
 CV0434
 CV0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFS297450(NAD 83)
 CV0434_MARKER: DB = BENCH MARK DISK
 CV0434_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0434_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CV0434_STAMPING: A 152 1935
 CV0434_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CV0434+STABILITY: SURFACE MOTION
 CV0434
 CV0434  HISTORY     - Date     Condition        Report By
 CV0434  HISTORY     - 1935     MONUMENTED       CGS
 CV0434  HISTORY     - 1962     GOOD             USGS
 CV0434  HISTORY     - 1979     GOOD             USGS
 CV0434
 CV0434                          STATION DESCRIPTION
 CV0434
 CV0434'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 CV0434'17.4 MI NE FROM MALJAMAR.
 CV0434'16.0 MILES NE OF MALJAMAR ALONG HWY. 83, THENCE 1.4 MILES N. 15.2
 CV0434'MILES W. ALONG STATE HIGHWAY 83 FROM LOVINGTON, LEA COUNTY.  THENCE
 CV0434'1.3 MILES N. ALONG DIRT ROAD TO A TRACK ROAD W.  THENCE 0.2 MILE W.
 CV0434'1000 FT. E. OF NW - SE PIPELINE AND 10 FT. N. OF CENTER LINE OF ROAD.
 CV0434'A STANDARD DISK, STAMPED A 152 1935 IS SET ON TOP OF A CONCRETE POST.
 CV0434
 CV0434                          STATION RECOVERY (1979)
 CV0434
 CV0434'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 CV0434'10.1 MILES NORTHEAST ALONG U.S. HIGHWAY 82 FROM MALJAMAR, N.M.,
 CV0434'THENCE 1.3 MILES NORTH ALONG A GRADED OIL FIELD ROAD, THENCE 0.2
 CV0434'MILES WEST ACROSS AN OPEN FIELD ON AN OLD TRACK ROAD. MARK IS
 CV0434'APPROXIMATELY 1000 FT. WEST OF THE SOUTH END OF A GRAVEL PIT AND
 CV0434'APPROXIMATELY 800 FT. SOUTHWEST OF A DRILL HOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0427 ***********************************************************************
 DQ0427  DESIGNATION -  A 153
 DQ0427  PID         -  DQ0427
 DQ0427  STATE/COUNTY-  NM/CHAVES
 DQ0427  USGS QUAD   -  CAUDILL RANCH (1973)
 DQ0427
 DQ0427                         *CURRENT SURVEY CONTROL
 DQ0427  ___________________________________________________________________
 DQ0427* NAD 83(1986)-  33 12 05.     (N)    103 51 13.     (W)     SCALED    
 DQ0427* NAVD 88     -      1224.186  (meters)    4016.35   (feet)  ADJUSTED  
 DQ0427  ___________________________________________________________________
 DQ0427  GEOID HEIGHT-         -22.42  (meters)                     GEOID03
 DQ0427  DYNAMIC HT  -        1222.504 (meters)    4010.83  (feet)  COMP
 DQ0427  MODELED GRAV-     979,220.9   (mgal)                       NAVD 88
 DQ0427
 DQ0427  VERT ORDER  -  SECOND    CLASS 0
 DQ0427
 DQ0427.The horizontal coordinates were scaled from a topographic map and have
 DQ0427.an estimated accuracy of +/- 6 seconds.
 DQ0427
 DQ0427.The orthometric height was determined by differential leveling
 DQ0427.and adjusted by the National Geodetic Survey in June 1991..
 DQ0427
 DQ0427.The geoid height was determined by GEOID03.
 DQ0427
 DQ0427.The dynamic height is computed by dividing the NAVD 88
 DQ0427.geopotential number by the normal gravity value computed on the
 DQ0427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0427.degrees latitude (g = 980.6199 gals.).
 DQ0427
 DQ0427.The modeled gravity was interpolated from observed gravity values.
 DQ0427
 DQ0427;                    North         East    Units  Estimated Accuracy
 DQ0427;SPC NM E     -   244,190.      209,730.      MT  (+/- 180 meters Scaled)
 DQ0427
 DQ0427                          SUPERSEDED SURVEY CONTROL
 DQ0427
 DQ0427  NGVD 29 (??/??/92) 1223.677  (m)         4014.68   (f) ADJ UNCH    2 0
 DQ0427
 DQ0427.Superseded values are not recommended for survey control.
 DQ0427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0427.See file dsdata.txt to determine how the superseded data were derived.
 DQ0427
 DQ0427_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFS068741(NAD 83)
 DQ0427_MARKER: DB = BENCH MARK DISK
 DQ0427_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0427_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DQ0427_STAMPING: A 153 1935
 DQ0427_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0427+STABILITY: SURFACE MOTION
 DQ0427
 DQ0427  HISTORY     - Date     Condition        Report By
 DQ0427  HISTORY     - 1935     MONUMENTED       CGS
 DQ0427  HISTORY     - 1941     GOOD             NGS
 DQ0427  HISTORY     - 1973     MARK NOT FOUND   USGS
 DQ0427
 DQ0427                          STATION DESCRIPTION
 DQ0427
 DQ0427'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 DQ0427'22.2 MI SW FROM CAPROCK.
 DQ0427'TO REACH BENCH MARK FROM THE CAPROCK POST OFFICE, PROCEED WEST ON U.
 DQ0427'S. HIGHWAY NO. 380, GO 3.0 MILES TO INTERSECTION OF THE ROAD TO
 DQ0427'MALJAMAR.  THENCE, TURN LEFT (SOUTH), UNTO THE MALJAMAR ROAD, GO 15.2
 DQ0427'MILES TO INTERSECTION OF THE ROAD TO DEXTER VIA SAND WELLS AND THE
 DQ0427'SARTON RANCH.  THENCE, TURN RIGHT (WEST), GO 2.0 MILES TO GATE AT A
 DQ0427'RESERVIOR, PASS THROUGH GATE AND CONTINUE ON WEST 2.0 MILES TO SITE OF
 DQ0427'BENCH MARK.  BENCH MARK IS 3.4 MILES SOUTHEAST OF SAND WELLS.  18 FEET
 DQ0427'SOUTH OF AND ABOUT 1 FOOT ABOVE THE CENTER LINE OF THE ROAD. 2.5 FEET
 DQ0427'NORTH OF A 4 X 4 INCH WOODEN MARKER POST.  THE MONUMENT PROJECTS 0.8
 DQ0427'FOOT.
 DQ0427
 DQ0427                          STATION RECOVERY (1973)
 DQ0427
 DQ0427'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 DQ0427'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0329 ***********************************************************************
 EQ0329  DESIGNATION -  A 154
 EQ0329  PID         -  EQ0329
 EQ0329  STATE/COUNTY-  NM/VALENCIA
 EQ0329  USGS QUAD   -  TURN (1991)
 EQ0329
 EQ0329                         *CURRENT SURVEY CONTROL
 EQ0329  ___________________________________________________________________
 EQ0329* NAD 83(1986)-  34 37 16.     (N)    106 44 23.     (W)     SCALED    
 EQ0329* NAVD 88     -      1475.904  (meters)    4842.19   (feet)  ADJUSTED  
 EQ0329  ___________________________________________________________________
 EQ0329  GEOID HEIGHT-         -21.84  (meters)                     GEOID03
 EQ0329  DYNAMIC HT  -        1473.850 (meters)    4835.46  (feet)  COMP
 EQ0329  MODELED GRAV-     979,192.4   (mgal)                       NAVD 88
 EQ0329
 EQ0329  VERT ORDER  -  FIRST     CLASS II
 EQ0329
 EQ0329.The horizontal coordinates were scaled from a topographic map and have
 EQ0329.an estimated accuracy of +/- 6 seconds.
 EQ0329
 EQ0329.The orthometric height was determined by differential leveling
 EQ0329.and adjusted by the National Geodetic Survey in June 1991..
 EQ0329
 EQ0329.The geoid height was determined by GEOID03.
 EQ0329
 EQ0329.The dynamic height is computed by dividing the NAVD 88
 EQ0329.geopotential number by the normal gravity value computed on the
 EQ0329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0329.degrees latitude (g = 980.6199 gals.).
 EQ0329
 EQ0329.The modeled gravity was interpolated from observed gravity values.
 EQ0329
 EQ0329;                    North         East    Units  Estimated Accuracy
 EQ0329;SPC NM C     -   401,660.      455,090.      MT  (+/- 180 meters Scaled)
 EQ0329
 EQ0329                          SUPERSEDED SURVEY CONTROL
 EQ0329
 EQ0329  NGVD 29 (??/??/92) 1475.148  (m)         4839.71   (f) ADJ UNCH    1 2
 EQ0329
 EQ0329.Superseded values are not recommended for survey control.
 EQ0329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0329.See file dsdata.txt to determine how the superseded data were derived.
 EQ0329
 EQ0329_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU405324(NAD 83)
 EQ0329_MARKER: DB = BENCH MARK DISK
 EQ0329_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EQ0329_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EQ0329_STAMPING: A 154 1958
 EQ0329_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EQ0329+STABILITY: SURFACE MOTION
 EQ0329
 EQ0329  HISTORY     - Date     Condition        Report By
 EQ0329  HISTORY     - 1958     MONUMENTED       CGS
 EQ0329
 EQ0329                          STATION DESCRIPTION
 EQ0329
 EQ0329'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 EQ0329'4.35 MI SE FROM BELEN.
 EQ0329'ABOUT 2.3 MILES EAST ALONG STATE HIGHWAY 6 FROM THE ATCHISON, TOPEKA
 EQ0329'AND SANTA FE RAILWAY STATION AT BELEN, THENCE 1.8 MILES SOUTH ALONG
 EQ0329'STATE HIGHWAY 47, THENCE 0.25 MILE SOUTH ALONG A PRIVATE ROAD TO THE
 EQ0329'CROSSING OF THE ATCHISON, TOPEKA AND SANTA FE RAILWAY, 2 POLES SOUTH
 EQ0329'OF MILEPOST 893, 144 FEET EAST OF THE EAST RAIL, 60 FEET SOUTH OF THE
 EQ0329'CENTER LINE OF THE ROAD, 4 FEET NORTHWEST OF A FENCE CORNER, 2 1/2
 EQ0329'FEET NORTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE
 EQ0329'TRACK, AND IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0120 ***********************************************************************
 EQ0120  DESIGNATION -  A 155
 EQ0120  PID         -  EQ0120
 EQ0120  STATE/COUNTY-  NM/TORRANCE
 EQ0120  USGS QUAD   -  PUNTA DE AGUA (1986)
 EQ0120
 EQ0120                         *CURRENT SURVEY CONTROL
 EQ0120  ___________________________________________________________________
 EQ0120* NAD 83(1986)-  34 30 02.     (N)    106 16 14.     (W)     SCALED    
 EQ0120* NAVD 88     -      1951.115  (meters)    6401.28   (feet)  ADJUSTED  
 EQ0120  ___________________________________________________________________
 EQ0120  GEOID HEIGHT-         -19.97  (meters)                     GEOID03
 EQ0120  DYNAMIC HT  -        1948.270 (meters)    6391.95  (feet)  COMP
 EQ0120  MODELED GRAV-     979,107.2   (mgal)                       NAVD 88
 EQ0120
 EQ0120  VERT ORDER  -  FIRST     CLASS II
 EQ0120
 EQ0120.The horizontal coordinates were scaled from a topographic map and have
 EQ0120.an estimated accuracy of +/- 6 seconds.
 EQ0120
 EQ0120.The orthometric height was determined by differential leveling
 EQ0120.and adjusted by the National Geodetic Survey in June 1991..
 EQ0120
 EQ0120.The geoid height was determined by GEOID03.
 EQ0120
 EQ0120.The dynamic height is computed by dividing the NAVD 88
 EQ0120.geopotential number by the normal gravity value computed on the
 EQ0120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0120.degrees latitude (g = 980.6199 gals.).
 EQ0120
 EQ0120.The modeled gravity was interpolated from observed gravity values.
 EQ0120
 EQ0120;                    North         East    Units  Estimated Accuracy
 EQ0120;SPC NM C     -   388,170.      498,110.      MT  (+/- 180 meters Scaled)
 EQ0120
 EQ0120                          SUPERSEDED SURVEY CONTROL
 EQ0120
 EQ0120  NGVD 29 (??/??/92) 1950.235  (m)         6398.40   (f) ADJ UNCH    1 2
 EQ0120
 EQ0120.Superseded values are not recommended for survey control.
 EQ0120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0120.See file dsdata.txt to determine how the superseded data were derived.
 EQ0120
 EQ0120_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU833183(NAD 83)
 EQ0120_MARKER: DB = BENCH MARK DISK
 EQ0120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EQ0120_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EQ0120_STAMPING: A 155 1958
 EQ0120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EQ0120+STABILITY: SURFACE MOTION
 EQ0120
 EQ0120  HISTORY     - Date     Condition        Report By
 EQ0120  HISTORY     - 1958     MONUMENTED       CGS
 EQ0120
 EQ0120                          STATION DESCRIPTION
 EQ0120
 EQ0120'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 EQ0120'2.45 MI SW FROM MOUNTAINAIR.
 EQ0120'ABOUT 2.45 MILES SOUTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 EQ0120'RAILWAY FROM THE STATION AT MOUNTAINAIR, 7 1/2 POLES SOUTHWEST OF
 EQ0120'MILEPOST 858, 94 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE MAIN
 EQ0120'TRACK, AT THE SOUTHWEST END OF A SIDE TRACK, 17 FEET NORTHEAST OF THE
 EQ0120'CENTER OF A WIRE GATE, 2 FEET SOUTHEAST OF A FENCE, 1 1/2 FEET
 EQ0120'SOUTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT 3 FEET ABOVE THE LEVEL
 EQ0120'OF THE TRACK, AND IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0031 ***********************************************************************
 EP0031  DESIGNATION -  A 156
 EP0031  PID         -  EP0031
 EP0031  STATE/COUNTY-  NM/DE BACA
 EP0031  USGS QUAD   -  FORT SUMNER EAST (1982)
 EP0031
 EP0031                         *CURRENT SURVEY CONTROL
 EP0031  ___________________________________________________________________
 EP0031* NAD 83(1986)-  34 27 56.     (N)    104 12 55.     (W)     SCALED    
 EP0031* NAVD 88     -      1241.048  (meters)    4071.67   (feet)  ADJUSTED  
 EP0031  ___________________________________________________________________
 EP0031  GEOID HEIGHT-         -23.63  (meters)                     GEOID03
 EP0031  DYNAMIC HT  -        1239.407 (meters)    4066.29  (feet)  COMP
 EP0031  MODELED GRAV-     979,270.8   (mgal)                       NAVD 88
 EP0031
 EP0031  VERT ORDER  -  FIRST     CLASS II
 EP0031
 EP0031.The horizontal coordinates were scaled from a topographic map and have
 EP0031.an estimated accuracy of +/- 6 seconds.
 EP0031
 EP0031.The orthometric height was determined by differential leveling
 EP0031.and adjusted by the National Geodetic Survey in June 1991..
 EP0031
 EP0031.The geoid height was determined by GEOID03.
 EP0031
 EP0031.The dynamic height is computed by dividing the NAVD 88
 EP0031.geopotential number by the normal gravity value computed on the
 EP0031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EP0031.degrees latitude (g = 980.6199 gals.).
 EP0031
 EP0031.The modeled gravity was interpolated from observed gravity values.
 EP0031
 EP0031;                    North         East    Units  Estimated Accuracy
 EP0031;SPC NM E     -   384,300.      175,850.      MT  (+/- 180 meters Scaled)
 EP0031
 EP0031                          SUPERSEDED SURVEY CONTROL
 EP0031
 EP0031  NGVD 29 (??/??/92) 1240.443  (m)         4069.69   (f) ADJ UNCH    1 2
 EP0031
 EP0031.Superseded values are not recommended for survey control.
 EP0031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EP0031.See file dsdata.txt to determine how the superseded data were derived.
 EP0031
 EP0031_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEU720140(NAD 83)
 EP0031_MARKER: DB = BENCH MARK DISK
 EP0031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EP0031_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EP0031_STAMPING: A 156 1958
 EP0031_MARK LOGO: CGS   
 EP0031_PROJECTION: PROJECTING 10 CENTIMETERS
 EP0031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EP0031+STABILITY: SURFACE MOTION
 EP0031
 EP0031  HISTORY     - Date     Condition        Report By
 EP0031  HISTORY     - 1958     MONUMENTED       CGS
 EP0031  HISTORY     - 1982     GOOD             NGS
 EP0031
 EP0031                          STATION DESCRIPTION
 EP0031
 EP0031'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 EP0031'1.7 MI E FROM FORT SUMNER.
 EP0031'ABOUT 1.7 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 EP0031'FROM THE STATION AT FORT SUMNER, 195 FEET SOUTHWEST AND ACROSS THE
 EP0031'TRACK FROM MILE POST 715, ABOUT 0.2 MILE WEST OF AN OVERPASS, 36 FEET
 EP0031'SOUTHWEST OF A TELEPHONE POLE, 95 FEET SOUTH OF THE NEAR RAIL, 2 1/2
 EP0031'FEET NORTH OF A FENCE CORNER, 2 1/2 FEET NORTH OF THE RIGHT OF WAY
 EP0031'FENCE, 2 FEET EAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 EP0031'TRACK, AND IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 EP0031
 EP0031                          STATION RECOVERY (1982)
 EP0031
 EP0031'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 EP0031'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  0.6 KM (0.35
 EP0031'MI) NORTH ALONG U.S. HIGHWAY 84 FROM ITS JUNCTION WITH U.S. HIGHWAY
 EP0031'60 IN FORT SUMNER, THENCE 3.1 KM (1.95 MI) EASTERLY ALONG THE SANTA FE
 EP0031'RAILROAD, 59.4 METERS (194.9 FT) SOUTHWEST OF MILEPOST 715, 29.0
 EP0031'METERS (95.1 FT) SOUTHWEST OF THE NEAR RAIL, 12.2 METERS (40.0 FT)
 EP0031'WEST OF UTILITY POLE NUMBER 54 G, 0.8 METER (2.6 FT) NORTH OF A FENCE
 EP0031'CORNER AND 0.5 METER (1.6 FT) NORTH-NORTHEAST OF A FENCE.
 EP0031'THE MARK IS 0.3 METERS  ESE FROM A WITNESS POST.
 EP0031'THE MARK IS 0.6 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0232 ***********************************************************************
 EP0232  DESIGNATION -  A 157
 EP0232  PID         -  EP0232
 EP0232  STATE/COUNTY-  NM/GUADALUPE
 EP0232  USGS QUAD   -  VAUGHN (1978)
 EP0232
 EP0232                         *CURRENT SURVEY CONTROL
 EP0232  ___________________________________________________________________
 EP0232* NAD 83(1986)-  34 35 38.     (N)    105 11 08.     (W)     SCALED    
 EP0232* NAVD 88     -      1812.554  (meters)    5946.69   (feet)  ADJUSTED  
 EP0232  ___________________________________________________________________
 EP0232  GEOID HEIGHT-         -20.89  (meters)                     GEOID03
 EP0232  DYNAMIC HT  -        1810.007 (meters)    5938.33  (feet)  COMP
 EP0232  MODELED GRAV-     979,164.9   (mgal)                       NAVD 88
 EP0232
 EP0232  VERT ORDER  -  FIRST     CLASS II
 EP0232
 EP0232.The horizontal coordinates were scaled from a topographic map and have
 EP0232.an estimated accuracy of +/- 6 seconds.
 EP0232
 EP0232.The orthometric height was determined by differential leveling
 EP0232.and adjusted by the National Geodetic Survey in June 1991..
 EP0232
 EP0232.The geoid height was determined by GEOID03.
 EP0232
 EP0232.The dynamic height is computed by dividing the NAVD 88
 EP0232.geopotential number by the normal gravity value computed on the
 EP0232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EP0232.degrees latitude (g = 980.6199 gals.).
 EP0232
 EP0232.The modeled gravity was interpolated from observed gravity values.
 EP0232
 EP0232;                    North         East    Units  Estimated Accuracy
 EP0232;SPC NM E     -   398,860.       86,830.      MT  (+/- 180 meters Scaled)
 EP0232
 EP0232                          SUPERSEDED SURVEY CONTROL
 EP0232
 EP0232  NGVD 29 (??/??/92) 1811.766  (m)         5944.10   (f) ADJ UNCH    1 2
 EP0232
 EP0232.Superseded values are not recommended for survey control.
 EP0232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EP0232.See file dsdata.txt to determine how the superseded data were derived.
 EP0232
 EP0232_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDU829280(NAD 83)
 EP0232_MARKER: DB = BENCH MARK DISK
 EP0232_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EP0232_SP_SET: PILLAR
 EP0232_STAMPING: A 157 1958
 EP0232_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EP0232
 EP0232  HISTORY     - Date     Condition        Report By
 EP0232  HISTORY     - 1958     MONUMENTED       CGS
 EP0232  HISTORY     - 1982     MARK NOT FOUND   NGS
 EP0232
 EP0232                          STATION DESCRIPTION
 EP0232
 EP0232'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 EP0232'0.75 MI SE FROM VAUGHN.
 EP0232'ABOUT 0.75 MILE SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 EP0232'RAILWAY FROM THE STATION AT VAUGHN, IN THE NORTH FACE OF A CONCRETE
 EP0232'PILLAR OF THE UNDER PASS AT HIGHWAY 60, PROJECTING 2 FEET, 10 FEET
 EP0232'SOUTHWEST OF THE NEAR RAIL, AND ABOUT 2 FEET ABOVE THE LEVEL OF THE
 EP0232'TRACK.
 EP0232
 EP0232                          STATION RECOVERY (1982)
 EP0232
 EP0232'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 EP0232'THE CONCRETE PIERS HAVE BEEN REPLACED WITH STEEL PIERS AND THE MARK
 EP0232'SHOULD BE CONSIDERED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0764 ***********************************************************************
 FO0764  DESIGNATION -  A 158
 FO0764  PID         -  FO0764
 FO0764  STATE/COUNTY-  NM/MCKINLEY
 FO0764  USGS QUAD   -  DOS LOMAS (1995)
 FO0764
 FO0764                         *CURRENT SURVEY CONTROL
 FO0764  ___________________________________________________________________
 FO0764* NAD 83(1986)-  35 20 56.     (N)    107 46 38.     (W)     SCALED    
 FO0764* NAVD 88     -      2086.355  (meters)    6844.98   (feet)  ADJUSTED  
 FO0764  ___________________________________________________________________
 FO0764  GEOID HEIGHT-         -20.31  (meters)                     GEOID03
 FO0764  DYNAMIC HT  -        2083.366 (meters)    6835.18  (feet)  COMP
 FO0764  MODELED GRAV-     979,126.6   (mgal)                       NAVD 88
 FO0764
 FO0764  VERT ORDER  -  SECOND    CLASS 0
 FO0764
 FO0764.The horizontal coordinates were scaled from a topographic map and have
 FO0764.an estimated accuracy of +/- 6 seconds.
 FO0764
 FO0764.The orthometric height was determined by differential leveling
 FO0764.and adjusted by the National Geodetic Survey in June 1991..
 FO0764
 FO0764.The geoid height was determined by GEOID03.
 FO0764
 FO0764.The dynamic height is computed by dividing the NAVD 88
 FO0764.geopotential number by the normal gravity value computed on the
 FO0764.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0764.degrees latitude (g = 980.6199 gals.).
 FO0764
 FO0764.The modeled gravity was interpolated from observed gravity values.
 FO0764
 FO0764;                    North         East    Units  Estimated Accuracy
 FO0764;SPC NM W     -   482,290.      835,100.      MT  (+/- 180 meters Scaled)
 FO0764
 FO0764                          SUPERSEDED SURVEY CONTROL
 FO0764
 FO0764  NGVD 29 (??/??/92) 2085.254  (m)         6841.37   (f) ADJ UNCH    2 0
 FO0764
 FO0764.Superseded values are not recommended for survey control.
 FO0764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0764.See file dsdata.txt to determine how the superseded data were derived.
 FO0764
 FO0764_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBV476152(NAD 83)
 FO0764_MARKER: DD = SURVEY DISK
 FO0764_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FO0764_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FO0764_STAMPING: A 158 1935
 FO0764_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO0764+STABILITY: SURFACE MOTION
 FO0764
 FO0764  HISTORY     - Date     Condition        Report By
 FO0764  HISTORY     - 1935     MONUMENTED       USFS
 FO0764  HISTORY     - 1941     GOOD             NGS
 FO0764
 FO0764                          STATION DESCRIPTION
 FO0764
 FO0764'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 FO0764'7.3 MI W FROM SAN MATEO.
 FO0764'TO REACH FROM THE POST OFFICE AT SAN MATEO-- GO 7.3 MILES WESTERLY
 FO0764'ALONG THE ROAD TO GRANTS TO THE SITE OF BENCH MARK.  BENCH MARK IS
 FO0764'ABOUT 1.0 MILE EAST OF WOODEN BRIDGE OVER WASH, ABOUT 0.3 MILE EAST OF
 FO0764'A RANCH ROAD LEADING NORTHERLY AND ABOUT 0.25 MILE NORTHWEST OF A
 FO0764'RANCH HOUSE SOUTH OF THE ROAD. IT IS 43.0 FEET NORTHEAST OF THE
 FO0764'INTERSECTION OF RANCH ROAD LEADING NORTHWESTERLY, 34.0 FEET NORTH OF
 FO0764'AND ABOUT ONE FOOT ABOVE THE CENTERLINE OF THE ROAD AND 3.0 FEET SOUTH
 FO0764'OF A 4X4-INCH WOODEN MARKER POST.  A STD. U.S.F.S. DISK SET IN
 FO0764'CONCRETE POST PROJECTING 0.2 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0118 ***********************************************************************
 EP0118  DESIGNATION -  A 158
 EP0118  PID         -  EP0118
 EP0118  STATE/COUNTY-  NM/DE BACA
 EP0118  USGS QUAD   -  YESO MESA (1981)
 EP0118
 EP0118                         *CURRENT SURVEY CONTROL
 EP0118  ___________________________________________________________________
 EP0118* NAD 83(1986)-  34 27 12.     (N)    104 50 00.     (W)     SCALED    
 EP0118* NAVD 88     -      1587.985  (meters)    5209.91   (feet)  ADJUSTED  
 EP0118  ___________________________________________________________________
 EP0118  GEOID HEIGHT-         -22.50  (meters)                     GEOID03
 EP0118  DYNAMIC HT  -        1585.748 (meters)    5202.57  (feet)  COMP
 EP0118  MODELED GRAV-     979,171.2   (mgal)                       NAVD 88
 EP0118
 EP0118  VERT ORDER  -  FIRST     CLASS II
 EP0118
 EP0118.The horizontal coordinates were scaled from a topographic map and have
 EP0118.an estimated accuracy of +/- 6 seconds.
 EP0118
 EP0118.The orthometric height was determined by differential leveling
 EP0118.and adjusted by the National Geodetic Survey in June 1991..
 EP0118
 EP0118.The geoid height was determined by GEOID03.
 EP0118
 EP0118.The dynamic height is computed by dividing the NAVD 88
 EP0118.geopotential number by the normal gravity value computed on the
 EP0118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EP0118.degrees latitude (g = 980.6199 gals.).
 EP0118
 EP0118.The modeled gravity was interpolated from observed gravity values.
 EP0118
 EP0118;                    North         East    Units  Estimated Accuracy
 EP0118;SPC NM E     -   383,050.      119,060.      MT  (+/- 180 meters Scaled)
 EP0118
 EP0118                          SUPERSEDED SURVEY CONTROL
 EP0118
 EP0118  NGVD 29 (??/??/92) 1587.232  (m)         5207.44   (f) ADJ UNCH    1 2
 EP0118
 EP0118.Superseded values are not recommended for survey control.
 EP0118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EP0118.See file dsdata.txt to determine how the superseded data were derived.
 EP0118
 EP0118_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEU153124(NAD 83)
 EP0118_MARKER: DB = BENCH MARK DISK
 EP0118_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EP0118_SP_SET: ABUTMENT
 EP0118_STAMPING: A 158 1958
 EP0118_MARK LOGO: CGS   
 EP0118_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EP0118
 EP0118  HISTORY     - Date     Condition        Report By
 EP0118  HISTORY     - 1958     MONUMENTED       CGS
 EP0118  HISTORY     - 1983     GOOD             NGS
 EP0118
 EP0118                          STATION DESCRIPTION
 EP0118
 EP0118'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 EP0118'15.0 MI W FROM YESO.
 EP0118'ABOUT 15.0 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 EP0118'FROM THE STATION AT YESO, ABOUT 0.2 MILE SOUTHEAST OF MILE POST 759,
 EP0118'IN THE TOP OF THE SOUTHWEST END OF THE NORTHWEST CONCRETE ABUTMENT OF
 EP0118'THE BRIDGE, 7 FEET SOUTHWEST OF THE NEAR RAIL, AND ABOUT 2 FEET BELOW
 EP0118'THE LEVEL OF THE TRACK.
 EP0118
 EP0118                          STATION RECOVERY (1983)
 EP0118
 EP0118'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 EP0118'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0067 ***********************************************************************
 EP0067  DESIGNATION -  A 159
 EP0067  PID         -  EP0067
 EP0067  STATE/COUNTY-  NM/DE BACA
 EP0067  USGS QUAD   -  RICARDO (1982)
 EP0067
 EP0067                         *CURRENT SURVEY CONTROL
 EP0067  ___________________________________________________________________
 EP0067* NAD 83(1986)-  34 23 33.     (N)    104 23 32.     (W)     SCALED    
 EP0067* NAVD 88     -      1348.284  (meters)    4423.50   (feet)  ADJUSTED  
 EP0067  ___________________________________________________________________
 EP0067  GEOID HEIGHT-         -23.52  (meters)                     GEOID03
 EP0067  DYNAMIC HT  -        1346.459 (meters)    4417.51  (feet)  COMP
 EP0067  MODELED GRAV-     979,235.4   (mgal)                       NAVD 88
 EP0067
 EP0067  VERT ORDER  -  FIRST     CLASS II
 EP0067
 EP0067.The horizontal coordinates were scaled from a topographic map and have
 EP0067.an estimated accuracy of +/- 6 seconds.
 EP0067
 EP0067.The orthometric height was determined by differential leveling
 EP0067.and adjusted by the National Geodetic Survey in June 1991..
 EP0067
 EP0067.The geoid height was determined by GEOID03.
 EP0067
 EP0067.The dynamic height is computed by dividing the NAVD 88
 EP0067.geopotential number by the normal gravity value computed on the
 EP0067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EP0067.degrees latitude (g = 980.6199 gals.).
 EP0067
 EP0067.The modeled gravity was interpolated from observed gravity values.
 EP0067
 EP0067;                    North         East    Units  Estimated Accuracy
 EP0067;SPC NM E     -   376,190.      159,590.      MT  (+/- 180 meters Scaled)
 EP0067
 EP0067                          SUPERSEDED SURVEY CONTROL
 EP0067
 EP0067  NGVD 29 (??/??/92) 1347.639  (m)         4421.38   (f) ADJ UNCH    1 2
 EP0067
 EP0067.Superseded values are not recommended for survey control.
 EP0067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EP0067.See file dsdata.txt to determine how the superseded data were derived.
 EP0067
 EP0067_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEU558058(NAD 83)
 EP0067_MARKER: DB = BENCH MARK DISK
 EP0067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EP0067_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EP0067_STAMPING: A 159 1958
 EP0067_MARK LOGO: CGS   
 EP0067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EP0067+STABILITY: SURFACE MOTION
 EP0067
 EP0067  HISTORY     - Date     Condition        Report By
 EP0067  HISTORY     - 1958     MONUMENTED       CGS
 EP0067  HISTORY     - 1983     GOOD             NGS
 EP0067
 EP0067                          STATION DESCRIPTION
 EP0067
 EP0067'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 EP0067'12.9 MI E FROM YESO.
 EP0067'ABOUT 12.9 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 EP0067'FROM THE STATION AT YESO, 176 FEET NORTHEAST OF MILE POST 731, 54 FEET
 EP0067'NORTH OF THE CENTER LINE OF A TRACK ROAD, 161 FEET NORTH OF THE NEAR
 EP0067'RAIL, 65 FEET NORTH OF THE RIGHT OF WAY FENCE, 32 1/2 FEET WEST OF A
 EP0067'POWER POLE, 1 FOOT NORTH OF A FENCE LINE, 2 FEET EAST OF A CONCRETE
 EP0067'WITNESS POST, ABOUT 4 FEET BELOW THE LEVEL OF THE TRACK, AND IN THE
 EP0067'TOP OF A CONCRETE POST PROJECTING 1 FOOT.
 EP0067
 EP0067                          STATION RECOVERY (1983)
 EP0067
 EP0067'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 EP0067'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GO0075 ***********************************************************************
 GO0075  DESIGNATION -  A 16
 GO0075  PID         -  GO0075
 GO0075  STATE/COUNTY-  NM/SAN JUAN
 GO0075  USGS QUAD   -  LITTLE WATER (1966)
 GO0075
 GO0075                         *CURRENT SURVEY CONTROL
 GO0075  ___________________________________________________________________
 GO0075* NAD 83(1986)-  36 26 48.     (N)    108 43 19.     (W)     SCALED    
 GO0075* NAVD 88     -      1695.888  (meters)    5563.93   (feet)  ADJUSTED  
 GO0075  ___________________________________________________________________
 GO0075  GEOID HEIGHT-         -20.96  (meters)                     GEOID03
 GO0075  DYNAMIC HT  -        1693.757 (meters)    5556.93  (feet)  COMP
 GO0075  MODELED GRAV-     979,315.7   (mgal)                       NAVD 88
 GO0075
 GO0075  VERT ORDER  -  FIRST     CLASS II
 GO0075
 GO0075.The horizontal coordinates were scaled from a topographic map and have
 GO0075.an estimated accuracy of +/- 6 seconds.
 GO0075
 GO0075.The orthometric height was determined by differential leveling
 GO0075.and adjusted by the National Geodetic Survey in June 1991..
 GO0075
 GO0075.The geoid height was determined by GEOID03.
 GO0075
 GO0075.The dynamic height is computed by dividing the NAVD 88
 GO0075.geopotential number by the normal gravity value computed on the
 GO0075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GO0075.degrees latitude (g = 980.6199 gals.).
 GO0075
 GO0075.The modeled gravity was interpolated from observed gravity values.
 GO0075
 GO0075;                    North         East    Units  Estimated Accuracy
 GO0075;SPC NM W     -   604,450.      750,340.      MT  (+/- 180 meters Scaled)
 GO0075
 GO0075                          SUPERSEDED SURVEY CONTROL
 GO0075
 GO0075.No superseded survey control is available for this station.
 GO0075
 GO0075_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYF041359(NAD 83)
 GO0075_MARKER: DB = BENCH MARK DISK
 GO0075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GO0075_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GO0075_STAMPING: 5560.976 A 16 1927
 GO0075_MARK LOGO: CGS   
 GO0075_PROJECTION: PROJECTING 30 CENTIMETERS
 GO0075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GO0075+STABILITY: SURFACE MOTION
 GO0075
 GO0075  HISTORY     - Date     Condition        Report By
 GO0075  HISTORY     - 1927     MONUMENTED       CGS
 GO0075  HISTORY     - 1966     GOOD             USGS
 GO0075  HISTORY     - 1984     GOOD             NGS
 GO0075
 GO0075                          STATION DESCRIPTION
 GO0075
 GO0075'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 GO0075'11.2 MI N FROM NEWCOMB.
 GO0075'ABOUT 11.2 MILES NORTH ALONG U.S. HWY. 666 FROM NEWCOMBS STORE AT
 GO0075'NEWCOMB, SAN JUAN COUNTY, 420 FT. SOUTH OF LITTLE WATER TRADING POST,
 GO0075'250 FT. SOUTH OF A ROAD CROSSING, AND 45 FT. EAST OF THE CENTERLINE OF
 GO0075'THE HIGHWAY.  STANDARD DISK STAMPED 5560.976 A 16 1927 AND SET IN THE
 GO0075'TOP OF A CONCRETE POST.
 GO0075
 GO0075                          STATION RECOVERY (1984)
 GO0075
 GO0075'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GO0075'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  37.1 KM (23.05
 GO0075'MI) SOUTHERLY ALONG U.S. HIGHWAY 666 FROM ITS JUNCTION WITH STATE
 GO0075'HIGHWAY 504 IN SHIPROCK, 120.0 METERS (393.7 FT) SOUTHEAST OF THE
 GO0075'SOUTHEAST CORNER OF THE LITTLEWATER TRADING POST, 67.7 METERS
 GO0075'(222.1 FT) WEST OF THE CENTERLINE OF THE HIGHWAY, 32.0 METERS
 GO0075'(105.0 FT) NORTHWEST OF UTILITY POLE NUMBER 6, 20.2 METERS (66.3 FT)
 GO0075'SOUTHWEST OF UTILITY POLE NUMBER 7, AND 13.8 METERS (45.3 FT) EAST OF
 GO0075'THE CENTER OF A PAVED ROAD.
 GO0075'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 GO0075'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0552 ***********************************************************************
 CW0552  DESIGNATION -  A 160
 CW0552  PID         -  CW0552
 CW0552  STATE/COUNTY-  NM/OTERO
 CW0552  USGS QUAD   -  BUG SCUFFLE CANYON (1981)
 CW0552
 CW0552                         *CURRENT SURVEY CONTROL
 CW0552  ___________________________________________________________________
 CW0552* NAD 83(1986)-  32 42 40.     (N)    105 47 08.     (W)     SCALED    
 CW0552* NAVD 88     -      2250.856  (meters)    7384.68   (feet)  ADJUSTED  
 CW0552  ___________________________________________________________________
 CW0552  GEOID HEIGHT-         -20.88  (meters)                     GEOID03
 CW0552  DYNAMIC HT  -        2247.102 (meters)    7372.37  (feet)  COMP
 CW0552  MODELED GRAV-     978,888.7   (mgal)                       NAVD 88
 CW0552
 CW0552  VERT ORDER  -  SECOND    CLASS 0
 CW0552
 CW0552.The horizontal coordinates were scaled from a topographic map and have
 CW0552.an estimated accuracy of +/- 6 seconds.
 CW0552
 CW0552.The orthometric height was determined by differential leveling
 CW0552.and adjusted by the National Geodetic Survey in June 1991..
 CW0552
 CW0552.The geoid height was determined by GEOID03.
 CW0552
 CW0552.The dynamic height is computed by dividing the NAVD 88
 CW0552.geopotential number by the normal gravity value computed on the
 CW0552.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0552.degrees latitude (g = 980.6199 gals.).
 CW0552
 CW0552.The modeled gravity was interpolated from observed gravity values.
 CW0552
 CW0552;                    North         East    Units  Estimated Accuracy
 CW0552;SPC NM C     -   189,810.      543,540.      MT  (+/- 180 meters Scaled)
 CW0552
 CW0552                          SUPERSEDED SURVEY CONTROL
 CW0552
 CW0552  NGVD 29 (??/??/92) 2249.949  (m)         7381.71   (f) ADJ UNCH    2 0
 CW0552
 CW0552.Superseded values are not recommended for survey control.
 CW0552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0552.See file dsdata.txt to determine how the superseded data were derived.
 CW0552
 CW0552_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDS263195(NAD 83)
 CW0552_MARKER: DD = SURVEY DISK
 CW0552_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CW0552_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CW0552_STAMPING: A 160 1935
 CW0552_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CW0552+STABILITY: SURFACE MOTION
 CW0552
 CW0552  HISTORY     - Date     Condition        Report By
 CW0552  HISTORY     - 1935     MONUMENTED       USFS
 CW0552  HISTORY     - 1935     GOOD             NGS
 CW0552
 CW0552                          STATION DESCRIPTION
 CW0552
 CW0552'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 CW0552'23.3 MI SW FROM WEED.
 CW0552'23.3 MI. S.W. OF ALONG ROAD TO LEES RANCH ON THE SIDE OF A HILL, AT A
 CW0552'SWITCH BACK, ON THE OUTSIDE OF A CURVE, 36 FT. N. OF A 24 IN.
 CW0552'GALVANIZED IRON PIPE CULVERT, AND 25 FT. E. OF THE CENTER LINE OF THE
 CW0552'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0455 ***********************************************************************
 EO0455  DESIGNATION -  A 160
 EO0455  PID         -  EO0455
 EO0455  STATE/COUNTY-  NM/ROOSEVELT
 EO0455  USGS QUAD   -  TOLAR (1987)
 EO0455
 EO0455                         *CURRENT SURVEY CONTROL
 EO0455  ___________________________________________________________________
 EO0455* NAD 83(1986)-  34 26 58.     (N)    103 54 26.     (W)     SCALED    
 EO0455* NAVD 88     -      1296.025  (meters)    4252.04   (feet)  ADJUSTED  
 EO0455  ___________________________________________________________________
 EO0455  GEOID HEIGHT-         -23.43  (meters)                     GEOID03
 EO0455  DYNAMIC HT  -        1294.318 (meters)    4246.44  (feet)  COMP
 EO0455  MODELED GRAV-     979,273.1   (mgal)                       NAVD 88
 EO0455
 EO0455  VERT ORDER  -  FIRST     CLASS II
 EO0455
 EO0455.The horizontal coordinates were scaled from a topographic map and have
 EO0455.an estimated accuracy of +/- 6 seconds.
 EO0455
 EO0455.The orthometric height was determined by differential leveling
 EO0455.and adjusted by the National Geodetic Survey in June 1991..
 EO0455
 EO0455.The geoid height was determined by GEOID03.
 EO0455
 EO0455.The dynamic height is computed by dividing the NAVD 88
 EO0455.geopotential number by the normal gravity value computed on the
 EO0455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0455.degrees latitude (g = 980.6199 gals.).
 EO0455
 EO0455.The modeled gravity was interpolated from observed gravity values.
 EO0455
 EO0455;                    North         East    Units  Estimated Accuracy
 EO0455;SPC NM E     -   382,590.      204,150.      MT  (+/- 180 meters Scaled)
 EO0455
 EO0455                          SUPERSEDED SURVEY CONTROL
 EO0455
 EO0455  NGVD 29 (??/??/92) 1295.433  (m)         4250.10   (f) ADJ UNCH    1 2
 EO0455
 EO0455.Superseded values are not recommended for survey control.
 EO0455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0455.See file dsdata.txt to determine how the superseded data were derived.
 EO0455
 EO0455_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFU003125(NAD 83)
 EO0455_MARKER: DB = BENCH MARK DISK
 EO0455_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EO0455_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EO0455_STAMPING: A 160 1958
 EO0455_MARK LOGO: CGS   
 EO0455_PROJECTION: PROJECTING 5 CENTIMETERS
 EO0455_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EO0455+STABILITY: SURFACE MOTION
 EO0455
 EO0455  HISTORY     - Date     Condition        Report By
 EO0455  HISTORY     - 1958     MONUMENTED       CGS
 EO0455  HISTORY     - 1982     GOOD             NGS
 EO0455
 EO0455                          STATION DESCRIPTION
 EO0455
 EO0455'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 EO0455'16.75 MI W FROM MELROSE.
 EO0455'ABOUT 16.75 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 EO0455'FROM THE STATION AT MELROSE, 69 FEET NORTHWEST OF MILE POST 697, 77
 EO0455'FEET NORTHWEST OF THE NEAR RAIL, 61 FEET SOUTHEAST OF THE CENTER LINE
 EO0455'OF THE HIGHWAY, 30 FEET NORTHEAST OF A TELEPHONE POLE, 2 FEET
 EO0455'SOUTHWEST OF A METAL WITNESS POST, ABOUT 4 FEET BELOW THE LEVEL OF THE
 EO0455'TRACK, AND IN THE TOP OF A CONCRETE POST PROJECTING 9 INCHES.
 EO0455
 EO0455                          STATION RECOVERY (1982)
 EO0455
 EO0455'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 EO0455'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  0.6 KM (0.35
 EO0455'MI) NORTH ALONG U.S. HIGHWAY 84 FROM ITS JUNCTION WITH U.S. HIGHWAY
 EO0455'60 IN FORT SUMNER, THENCE 32.0 KM (19.9 MI) EASTERLY ALONG THE SANTA
 EO0455'FE RAILROAD, 23.5 METERS (77.1 FT) NORTH OF THE NEAR RAIL, 21.0 METERS
 EO0455'(68.9 FT) NORTH OF MILEPOST 697, 18.6 METERS (61.0 FT) SOUTH OF THE
 EO0455'CENTERLINE OF U.S. HIGHWAY 60 AND 9.1 METERS (29.9 FT) EAST OF A
 EO0455'UTILITY POLE.
 EO0455'THE MARK IS 0.9 METERS  W FROM A WITNESS POST.
 EO0455'THE MARK IS 1.2 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0264 ***********************************************************************
 EP0264  DESIGNATION -  A 161
 EP0264  PID         -  EP0264
 EP0264  STATE/COUNTY-  NM/TORRANCE
 EP0264  USGS QUAD   -  ENCINO (1978)
 EP0264
 EP0264                         *CURRENT SURVEY CONTROL
 EP0264  ___________________________________________________________________
 EP0264* NAD 83(1986)-  34 39 07.     (N)    105 28 29.     (W)     SCALED    
 EP0264* NAVD 88     -      1868.188  (meters)    6129.21   (feet)  ADJUSTED  
 EP0264  ___________________________________________________________________
 EP0264  GEOID HEIGHT-         -19.92  (meters)                     GEOID03
 EP0264  DYNAMIC HT  -        1865.572 (meters)    6120.63  (feet)  COMP
 EP0264  MODELED GRAV-     979,167.8   (mgal)                       NAVD 88
 EP0264
 EP0264  VERT ORDER  -  FIRST     CLASS II
 EP0264
 EP0264.The horizontal coordinates were scaled from a topographic map and have
 EP0264.an estimated accuracy of +/- 6 seconds.
 EP0264
 EP0264.The orthometric height was determined by differential leveling
 EP0264.and adjusted by the National Geodetic Survey in June 1991..
 EP0264
 EP0264.The geoid height was determined by GEOID03.
 EP0264
 EP0264.The dynamic height is computed by dividing the NAVD 88
 EP0264.geopotential number by the normal gravity value computed on the
 EP0264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EP0264.degrees latitude (g = 980.6199 gals.).
 EP0264
 EP0264.The modeled gravity was interpolated from observed gravity values.
 EP0264
 EP0264;                    North         East    Units  Estimated Accuracy
 EP0264;SPC NM C     -   405,240.      571,070.      MT  (+/- 180 meters Scaled)
 EP0264
 EP0264                          SUPERSEDED SURVEY CONTROL
 EP0264
 EP0264  NGVD 29 (??/??/92) 1867.403  (m)         6126.64   (f) ADJ UNCH    1 2
 EP0264
 EP0264.Superseded values are not recommended for survey control.
 EP0264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EP0264.See file dsdata.txt to determine how the superseded data were derived.
 EP0264
 EP0264_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDU564345(NAD 83)
 EP0264_MARKER: DB = BENCH MARK DISK
 EP0264_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EP0264_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EP0264_STAMPING: A 161 1958
 EP0264_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EP0264+STABILITY: SURFACE MOTION
 EP0264
 EP0264  HISTORY     - Date     Condition        Report By
 EP0264  HISTORY     - 1958     MONUMENTED       CGS
 EP0264
 EP0264                          STATION DESCRIPTION
 EP0264
 EP0264'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 EP0264'1.15 MI W FROM ENCINO.
 EP0264'ABOUT 1.15 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 EP0264'FROM THE STATION AT ENCINO, 3 1/2 POLES EAST OF MILEPOST 805, 96 FEET
 EP0264'SOUTH OF THE SOUTH RAIL, 2 FEET NORTH OF A FENCE, 2 FEET WEST OF A
 EP0264'METAL WITNESS POST, ABOUT 8 FEET BELOW THE LEVEL OF THE TRACK, AND IN
 EP0264'THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0567 ***********************************************************************
 GL0567  DESIGNATION -  A 166
 GL0567  PID         -  GL0567
 GL0567  STATE/COUNTY-  NM/UNION
 GL0567  USGS QUAD   -  TUB SPRING (1972)
 GL0567
 GL0567                         *CURRENT SURVEY CONTROL
 GL0567  ___________________________________________________________________
 GL0567* NAD 83(1986)-  36 58 23.     (N)    103 16 42.     (W)     SCALED    
 GL0567* NAVD 88     -      1424.598  (meters)    4673.87   (feet)  ADJUSTED  
 GL0567  ___________________________________________________________________
 GL0567  GEOID HEIGHT-         -21.42  (meters)                     GEOID03
 GL0567  DYNAMIC HT  -        1422.980 (meters)    4668.56  (feet)  COMP
 GL0567  MODELED GRAV-     979,446.2   (mgal)                       NAVD 88
 GL0567
 GL0567  VERT ORDER  -  SECOND    CLASS 0
 GL0567
 GL0567.The horizontal coordinates were scaled from a topographic map and have
 GL0567.an estimated accuracy of +/- 6 seconds.
 GL0567
 GL0567.The orthometric height was determined by differential leveling
 GL0567.and adjusted by the National Geodetic Survey in June 1991..
 GL0567
 GL0567.The geoid height was determined by GEOID03.
 GL0567
 GL0567.The dynamic height is computed by dividing the NAVD 88
 GL0567.geopotential number by the normal gravity value computed on the
 GL0567.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0567.degrees latitude (g = 980.6199 gals.).
 GL0567
 GL0567.The modeled gravity was interpolated from observed gravity values.
 GL0567
 GL0567;                    North         East    Units  Estimated Accuracy
 GL0567;SPC NM E     -   663,010.      258,930.      MT  (+/- 180 meters Scaled)
 GL0567
 GL0567                          SUPERSEDED SURVEY CONTROL
 GL0567
 GL0567  NGVD 29 (??/??/92) 1423.822  (m)         4671.32   (f) ADJ UNCH    2 0
 GL0567
 GL0567.Superseded values are not recommended for survey control.
 GL0567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0567.See file dsdata.txt to determine how the superseded data were derived.
 GL0567
 GL0567_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA532932(NAD 83)
 GL0567_MARKER: DB = BENCH MARK DISK
 GL0567_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0567_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0567_STAMPING: A 166 1935
 GL0567_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0567+STABILITY: SURFACE MOTION
 GL0567
 GL0567  HISTORY     - Date     Condition        Report By
 GL0567  HISTORY     - 1935     MONUMENTED       CGS
 GL0567  HISTORY     - 1939     GOOD             NGS
 GL0567
 GL0567                          STATION DESCRIPTION
 GL0567
 GL0567'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GL0567'19.6 MI W FROM KENTON, OK.
 GL0567'19.6 MI. W. OF ALONG U.S. HWY. NO. 64 ABOUT 200 FT. E. OF A BRIDGE, 60
 GL0567'FT. N. OF THE CENTER LINE OF THE HWY., AND 1 1/2 FT. E. OF A WIRE
 GL0567'FENCE.
 GL0567
 GL0567                          STATION RECOVERY (1939)
 GL0567
 GL0567'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1939
 GL0567'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0048 ***********************************************************************
 DT0048  DESIGNATION -  A 167
 DT0048  PID         -  DT0048
 DT0048  STATE/COUNTY-  NM/CATRON
 DT0048  USGS QUAD   -  TULAROSA CANYON (1981)
 DT0048
 DT0048                         *CURRENT SURVEY CONTROL
 DT0048  ___________________________________________________________________
 DT0048* NAD 83(1986)-  33 56 31.     (N)    108 24 48.     (W)     SCALED    
 DT0048* NAVD 88     -      2262.584  (meters)    7423.16   (feet)  ADJUSTED  
 DT0048  ___________________________________________________________________
 DT0048  GEOID HEIGHT-         -21.83  (meters)                     GEOID03
 DT0048  DYNAMIC HT  -        2258.989 (meters)    7411.37  (feet)  COMP
 DT0048  MODELED GRAV-     978,965.7   (mgal)                       NAVD 88
 DT0048
 DT0048  VERT ORDER  -  SECOND    CLASS 0
 DT0048
 DT0048.The horizontal coordinates were scaled from a topographic map and have
 DT0048.an estimated accuracy of +/- 6 seconds.
 DT0048
 DT0048.The orthometric height was determined by differential leveling
 DT0048.and adjusted by the National Geodetic Survey in June 1991..
 DT0048
 DT0048.The geoid height was determined by GEOID03.
 DT0048
 DT0048.The dynamic height is computed by dividing the NAVD 88
 DT0048.geopotential number by the normal gravity value computed on the
 DT0048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0048.degrees latitude (g = 980.6199 gals.).
 DT0048
 DT0048.The modeled gravity was interpolated from observed gravity values.
 DT0048
 DT0048;                    North         East    Units  Estimated Accuracy
 DT0048;SPC NM W     -   326,370.      776,390.      MT  (+/- 180 meters Scaled)
 DT0048
 DT0048                          SUPERSEDED SURVEY CONTROL
 DT0048
 DT0048  NGVD 29 (??/??/92) 2261.580  (m)         7419.87   (f) ADJ UNCH    2 0
 DT0048
 DT0048.Superseded values are not recommended for survey control.
 DT0048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0048.See file dsdata.txt to determine how the superseded data were derived.
 DT0048
 DT0048_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYC390587(NAD 83)
 DT0048_MARKER: DB = BENCH MARK DISK
 DT0048_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DT0048_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DT0048_STAMPING: A 167 1935
 DT0048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DT0048+STABILITY: SURFACE MOTION
 DT0048
 DT0048  HISTORY     - Date     Condition        Report By
 DT0048  HISTORY     - 1935     MONUMENTED       CGS
 DT0048  HISTORY     - 1975     MARK NOT FOUND   USGS
 DT0048
 DT0048                          STATION DESCRIPTION
 DT0048
 DT0048'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DT0048'8.2 MI E FROM ARAGON.
 DT0048'8.2 MI. E. ALONG STATE NO. 12, THENCE N. 0.9 MI. ALONG ON EAST SLOPE,
 DT0048'ABOUT 42 FT. W. OF THE CENTER LINE OF THE ROAD, ABOUT 30 FT. S. OF A
 DT0048'CEDAR TREE AND ABOUT 30 FT. N. OF TWO CEDAR STUMPS.
 DT0048
 DT0048                          STATION RECOVERY (1975)
 DT0048
 DT0048'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 DT0048'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0046 ***********************************************************************
 ER0046  DESIGNATION -  A 168
 ER0046  PID         -  ER0046
 ER0046  STATE/COUNTY-  NM/CATRON
 ER0046  USGS QUAD   -  ESCONDIDO MOUNTAIN (1981)
 ER0046
 ER0046                         *CURRENT SURVEY CONTROL
 ER0046  ___________________________________________________________________
 ER0046* NAD 83(1986)-  34 08 06.     (N)    108 28 40.     (W)     SCALED    
 ER0046* NAVD 88     -      2335.400  (meters)    7662.06   (feet)  ADJUSTED  
 ER0046  ___________________________________________________________________
 ER0046  GEOID HEIGHT-         -21.51  (meters)                     GEOID03
 ER0046  DYNAMIC HT  -        2331.697 (meters)    7649.91  (feet)  COMP
 ER0046  MODELED GRAV-     978,965.9   (mgal)                       NAVD 88
 ER0046
 ER0046  VERT ORDER  -  SECOND    CLASS 0
 ER0046
 ER0046.The horizontal coordinates were scaled from a topographic map and have
 ER0046.an estimated accuracy of +/- 6 seconds.
 ER0046
 ER0046.The orthometric height was determined by differential leveling
 ER0046.and adjusted by the National Geodetic Survey in June 1991..
 ER0046
 ER0046.The geoid height was determined by GEOID03.
 ER0046
 ER0046.The dynamic height is computed by dividing the NAVD 88
 ER0046.geopotential number by the normal gravity value computed on the
 ER0046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0046.degrees latitude (g = 980.6199 gals.).
 ER0046
 ER0046.The modeled gravity was interpolated from observed gravity values.
 ER0046
 ER0046;                    North         East    Units  Estimated Accuracy
 ER0046;SPC NM W     -   347,820.      770,560.      MT  (+/- 180 meters Scaled)
 ER0046
 ER0046                          SUPERSEDED SURVEY CONTROL
 ER0046
 ER0046  NGVD 29 (??/??/92) 2334.368  (m)         7658.67   (f) ADJ UNCH    2 0
 ER0046
 ER0046.Superseded values are not recommended for survey control.
 ER0046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0046.See file dsdata.txt to determine how the superseded data were derived.
 ER0046
 ER0046_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYC325799(NAD 83)
 ER0046_MARKER: DB = BENCH MARK DISK
 ER0046_SETTING: 80 = SET IN A BOULDER
 ER0046_SP_SET: BOULDER
 ER0046_STAMPING: A 168 1935
 ER0046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0046+STABILITY: SURFACE MOTION
 ER0046
 ER0046  HISTORY     - Date     Condition        Report By
 ER0046  HISTORY     - 1935     MONUMENTED       CGS
 ER0046  HISTORY     - 1975     GOOD             USGS
 ER0046
 ER0046                          STATION DESCRIPTION
 ER0046
 ER0046'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 ER0046'10.2 MI NW FROM MANGAS.
 ER0046'ABOUT 10.2 MILES NORTHWEST ALONG THE CASTLE ROCK ROAD FROM THE RANGER
 ER0046'STATION AT MANGAS, CATRON COUNTY, AT THE SOUTH SIDE OF A LARGE CANYON,
 ER0046'AT THE BOTTOM OF A HIGH ROCK LEDGE, ABOUT 150 FEET SOUTH OF THE CENTER
 ER0046'LINE OF THE ROAD, ABOUT 95 FEET SOUTH OF THE CENTER LINE OF A CREEK
 ER0046'BED, 40 FEET NORTHWEST OF A STAND OF 8 QUAKING-ASPEN TREES, 36 FEET
 ER0046'SOUTHEAST OF A SMALL PINE TREE, IN THE TOP OF A 3-BY-4-FOOT SANDSTONE
 ER0046'BOULDER, AND ABOUT 2 FEET ABOVE GROUND.  A STANDARD DISK, STAMPED A
 ER0046'168 1935.
 ER0046
 ER0046                          STATION RECOVERY (1975)
 ER0046
 ER0046'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 ER0046'TO REACH FROM THE WEST ENTRANCE OF THE QUEMADO LAKE PARKING LOT, GO
 ER0046'1.75 EAST ALONG EL CASO SPRING CANYON ROAD TO FIRST ENTRANCE TO CAMP
 ER0046'GROUND, THENCE 100 FEET SOUTH TO A DIRT ROAD HEADING BACK WEST TO THE
 ER0046'LAKE, GO 0.35 MILES SOUTHWEST ON THIS ROAD ALONG CREEK BOTTOM, THENCE
 ER0046'146 FEET SOUTH OF ROAD (NORTH ROAD) AND 80 FEET SOUTH OF CENTER OF
 ER0046'CREEK BOTTOM SET IN DRILL HOLE ON TOP OF 4 X 4 SANDSTONE 1.6 ABOVE
 ER0046'SURFACE, A STANDARD TABLET STAMPED 'A 168 1935'.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GO0059 ***********************************************************************
 GO0059  DESIGNATION -  A 17
 GO0059  PID         -  GO0059
 GO0059  STATE/COUNTY-  NM/SAN JUAN
 GO0059  USGS QUAD   -  THE PILLAR (1978)
 GO0059
 GO0059                         *CURRENT SURVEY CONTROL
 GO0059  ___________________________________________________________________
 GO0059* NAD 83(1986)-  36 23 44.     (N)    108 15 04.     (W)     SCALED    
 GO0059* NAVD 88     -      1938.199  (meters)    6358.91   (feet)  POSTED    
 GO0059  ___________________________________________________________________
 GO0059  GEOID HEIGHT-         -21.23  (meters)                     GEOID03
 GO0059  DYNAMIC HT  -        1935.660 (meters)    6350.58  (feet)  COMP
 GO0059  MODELED GRAV-     979,251.0   (mgal)                       NAVD 88
 GO0059
 GO0059  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GO0059
 GO0059.The horizontal coordinates were scaled from a topographic map and have
 GO0059.an estimated accuracy of +/- 6 seconds.
 GO0059
 GO0059.The orthometric height was determined by differential leveling
 GO0059.and adjusted by the National Geodetic Survey in 1992..
 GO0059.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GO0059.rate of 0.0 thru 1.0 mm/km.
 GO0059
 GO0059.The geoid height was determined by GEOID03.
 GO0059
 GO0059.The dynamic height is computed by dividing the NAVD 88
 GO0059.geopotential number by the normal gravity value computed on the
 GO0059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GO0059.degrees latitude (g = 980.6199 gals.).
 GO0059
 GO0059.The modeled gravity was interpolated from observed gravity values.
 GO0059
 GO0059;                    North         East    Units  Estimated Accuracy
 GO0059;SPC NM W     -   598,490.      792,520.      MT  (+/- 180 meters Scaled)
 GO0059
 GO0059                          SUPERSEDED SURVEY CONTROL
 GO0059
 GO0059  NGVD 29 (??/??/92) 1937.159  (m)         6355.50   (f) ADJ UNCH    3 0
 GO0059
 GO0059.Superseded values are not recommended for survey control.
 GO0059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GO0059.See file dsdata.txt to determine how the superseded data were derived.
 GO0059
 GO0059_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYF465313(NAD 83)
 GO0059_MARKER: DB = BENCH MARK DISK
 GO0059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GO0059_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GO0059_STAMPING: A-17 1927
 GO0059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GO0059+STABILITY: SURFACE MOTION
 GO0059
 GO0059  HISTORY     - Date     Condition        Report By
 GO0059  HISTORY     - 1927     MONUMENTED       CGS
 GO0059  HISTORY     - 1966     GOOD             USGS
 GO0059
 GO0059                          STATION DESCRIPTION
 GO0059
 GO0059'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 GO0059'24.0 MI S FROM FARMINGTON.
 GO0059'FARMINGTON, JCT. STATE HWYS. 17 AND 371.  24.0 MILES SOUTH OF ALONG
 GO0059'THE MAIN ROAD LEADING TO THE BISTI TRADING POST.  300 FT. EAST OF THE
 GO0059'ROAD.  900 FT. NORTH OF SEC. COR. 18,17,20,19, T.25 N., R.13 W., AND
 GO0059'20 WEST OF A FENCE.  IN A CONCRETE POST PROJECTING 0.5 FT. ABOVE
 GO0059'GROUND.  STANDARD TABLET STAMPED A-17, 1927.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0350 ***********************************************************************
 GN0350  DESIGNATION -  A 18
 GN0350  PID         -  GN0350
 GN0350  STATE/COUNTY-  NM/SAN JUAN
 GN0350  USGS QUAD   -  MOUNT NEBO (1985)
 GN0350
 GN0350                         *CURRENT SURVEY CONTROL
 GN0350  ___________________________________________________________________
 GN0350* NAD 83(1986)-  36 58 52.     (N)    107 52 21.     (W)     SCALED    
 GN0350* NAVD 88     -      1809.962  (meters)    5938.18   (feet)  POSTED    
 GN0350  ___________________________________________________________________
 GN0350  GEOID HEIGHT-         -20.31  (meters)                     GEOID03
 GN0350  DYNAMIC HT  -        1807.650 (meters)    5930.60  (feet)  COMP
 GN0350  MODELED GRAV-     979,293.0   (mgal)                       NAVD 88
 GN0350
 GN0350  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 GN0350
 GN0350.The horizontal coordinates were scaled from a topographic map and have
 GN0350.an estimated accuracy of +/- 6 seconds.
 GN0350
 GN0350.The orthometric height was determined by differential leveling
 GN0350.and adjusted by the National Geodetic Survey in 1992..
 GN0350.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 GN0350.rate of 2.1 thru 3.0 mm/km.
 GN0350
 GN0350.The geoid height was determined by GEOID03.
 GN0350
 GN0350.The dynamic height is computed by dividing the NAVD 88
 GN0350.geopotential number by the normal gravity value computed on the
 GN0350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GN0350.degrees latitude (g = 980.6199 gals.).
 GN0350
 GN0350.The modeled gravity was interpolated from observed gravity values.
 GN0350
 GN0350;                    North         East    Units  Estimated Accuracy
 GN0350;SPC NM W     -   663,390.      826,510.      MT  (+/- 180 meters Scaled)
 GN0350
 GN0350                          SUPERSEDED SURVEY CONTROL
 GN0350
 GN0350  NGVD 29 (??/??/92) 1808.836  (m)         5934.49   (f) ADJ UNCH    1 2
 GN0350
 GN0350.Superseded values are not recommended for survey control.
 GN0350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0350.See file dsdata.txt to determine how the superseded data were derived.
 GN0350
 GN0350_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBA443966(NAD 83)
 GN0350_MARKER: DB = BENCH MARK DISK
 GN0350_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GN0350_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GN0350_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GN0350+STABILITY: SURFACE MOTION
 GN0350
 GN0350  HISTORY     - Date     Condition        Report By
 GN0350  HISTORY     - UNK      MONUMENTED       CGS
 GN0350  HISTORY     - 1928     GOOD             NGS
 GN0350  HISTORY     - 1956     POOR             USGS
 GN0350  HISTORY     - 1984     MARK NOT FOUND   NGS
 GN0350
 GN0350                          STATION DESCRIPTION
 GN0350
 GN0350'DESCRIBED BY NATIONAL GEODETIC SURVEY 1928
 GN0350'13.5 MI NE FROM AZTEC.
 GN0350'13.5 MILES NORTHEAST OF.  0.3 MILES SOUTH OF MILE POST 468.  40 FEET
 GN0350'EAST OF D. AND R.G.RR. TRACKS, 106 FT. NORTH OF FARM ROAD CROSSING.
 GN0350
 GN0350                          STATION RECOVERY (1956)
 GN0350
 GN0350'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 GN0350'MARK RECOVERED IN POOR CONDITION.
 GN0350
 GN0350                          STATION RECOVERY (1984)
 GN0350
 GN0350'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GN0350'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0430 ***********************************************************************
 FO0430  DESIGNATION -  A 19
 FO0430  PID         -  FO0430
 FO0430  STATE/COUNTY-  NM/SANDOVAL
 FO0430  USGS QUAD   -  SAN YSIDRO (1969)
 FO0430
 FO0430                         *CURRENT SURVEY CONTROL
 FO0430  ___________________________________________________________________
 FO0430* NAD 83(1986)-  35 34 47.     (N)    106 45 22.     (W)     SCALED    
 FO0430* NAVD 88     -      1675.395  (meters)    5496.69   (feet)  ADJUSTED  
 FO0430  ___________________________________________________________________
 FO0430  GEOID HEIGHT-         -20.25  (meters)                     GEOID03
 FO0430  DYNAMIC HT  -        1673.158 (meters)    5489.35  (feet)  COMP
 FO0430  MODELED GRAV-     979,239.4   (mgal)                       NAVD 88
 FO0430
 FO0430  VERT ORDER  -  SECOND    CLASS 0
 FO0430
 FO0430.The horizontal coordinates were scaled from a topographic map and have
 FO0430.an estimated accuracy of +/- 6 seconds.
 FO0430
 FO0430.The orthometric height was determined by differential leveling
 FO0430.and adjusted by the National Geodetic Survey in June 1991..
 FO0430
 FO0430.The geoid height was determined by GEOID03.
 FO0430
 FO0430.The dynamic height is computed by dividing the NAVD 88
 FO0430.geopotential number by the normal gravity value computed on the
 FO0430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0430.degrees latitude (g = 980.6199 gals.).
 FO0430
 FO0430.The modeled gravity was interpolated from observed gravity values.
 FO0430
 FO0430;                    North         East    Units  Estimated Accuracy
 FO0430;SPC NM C     -   508,000.      454,130.      MT  (+/- 180 meters Scaled)
 FO0430
 FO0430                          SUPERSEDED SURVEY CONTROL
 FO0430
 FO0430  NGVD 29 (??/??/92) 1674.487  (m)         5493.71   (f) ADJ UNCH    2 0
 FO0430
 FO0430.Superseded values are not recommended for survey control.
 FO0430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0430.See file dsdata.txt to determine how the superseded data were derived.
 FO0430
 FO0430_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV408387(NAD 83)
 FO0430_MARKER: DD = SURVEY DISK
 FO0430_SETTING: 80 = SET IN A BOULDER
 FO0430_STAMPING: A 19 1938
 FO0430_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO0430+STABILITY: SURFACE MOTION
 FO0430
 FO0430  HISTORY     - Date     Condition        Report By
 FO0430  HISTORY     - 1938     MONUMENTED       USGS
 FO0430  HISTORY     - 1957     GOOD             NGS
 FO0430  HISTORY     - 1989     GOOD             USPSQD
 FO0430
 FO0430                          STATION DESCRIPTION
 FO0430
 FO0430'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 FO0430'2.4 MI NE FROM SAN YSIDRO.
 FO0430'ABOUT 2.0 MILES NORTHEAST ALONG STATE HIGHWAY 4 FROM THE TRIANGLE
 FO0430'TAVERN AT SAN YSIDRO, THENCE 0.4 MILE NORTH ALONG A DIRT ROAD, IN T.
 FO0430'16 N., R.. 2 E., AND NEAR THE CENTER OF THE SOUTHWEST QUARTER OF S.
 FO0430'29, ABOUT 0.4 MILE NORTH OF THE EAST END OF THE JEMEZ RIVER BRIDGE,
 FO0430'0.3 MILE NORTH OF BENCH MARK H 298, 48 FEET WEST OF THE CENTERLINE OF
 FO0430'THE DIRT ROAD, 2 FEET EAST OF A WHITE WOODEN WITNESS POST, 2 FEET
 FO0430'ABOVE THE LEVEL OF THE ROAD, SET IN THE TOP OF A SANDSTONE BOULDER
 FO0430'WHICH PROJECTS 1 FOOT ABOVE THE GROUND.
 FO0430
 FO0430                          STATION RECOVERY (1989)
 FO0430
 FO0430'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 FO0430'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0001 ***********************************************************************
 FN0001  FBN         -  This is a Federal Base Network Control Station.
 FN0001  DESIGNATION -  A 19
 FN0001  PID         -  FN0001
 FN0001  STATE/COUNTY-  NM/HARDING
 FN0001  USGS QUAD   -  SOLANO (1974)
 FN0001
 FN0001                         *CURRENT SURVEY CONTROL
 FN0001  ___________________________________________________________________
 FN0001* NAD 83(1992)-  35 49 06.89705(N)    104 01 15.78204(W)     ADJUSTED  
 FN0001* NAVD 88     -      1700.080  (meters)    5577.68   (feet)  ADJUSTED  
 FN0001  ___________________________________________________________________
 FN0001  X           -  -1,254,800.066 (meters)                     COMP
 FN0001  Y           -  -5,024,862.689 (meters)                     COMP
 FN0001  Z           -   3,712,870.686 (meters)                     COMP
 FN0001  LAPLACE CORR-          -2.66  (seconds)                    DEFLEC99
 FN0001  ELLIP HEIGHT-        1679.54  (meters)          (05/26/00) GPS OBS
 FN0001  GEOID HEIGHT-         -20.55  (meters)                     GEOID03
 FN0001  DYNAMIC HT  -        1697.930 (meters)    5570.63  (feet)  COMP
 FN0001  MODELED GRAV-     979,307.8   (mgal)                       NAVD 88
 FN0001
 FN0001  HORZ ORDER  -  A
 FN0001  VERT ORDER  -  SECOND    CLASS 0
 FN0001  ELLP ORDER  -  SECOND    CLASS I
 FN0001
 FN0001.The horizontal coordinates were established by GPS observations
 FN0001.and adjusted by the National Geodetic Survey in May 2000..
 FN0001
 FN0001.The orthometric height was determined by differential leveling
 FN0001.and adjusted by the National Geodetic Survey in June 1991..
 FN0001
 FN0001.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FN0001
 FN0001.The Laplace correction was computed from DEFLEC99 derived deflections.
 FN0001
 FN0001.The ellipsoidal height was determined by GPS observations
 FN0001.and is referenced to NAD 83.
 FN0001
 FN0001.The geoid height was determined by GEOID03.
 FN0001
 FN0001.The dynamic height is computed by dividing the NAVD 88
 FN0001.geopotential number by the normal gravity value computed on the
 FN0001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FN0001.degrees latitude (g = 980.6199 gals.).
 FN0001
 FN0001.The modeled gravity was interpolated from observed gravity values.
 FN0001
 FN0001;                    North         East     Units Scale Factor Converg.
 FN0001;SPC NM E     -   534,435.167   193,218.392   MT  0.99991890   +0 10 57.9
 FN0001;SPC NM E     - 1,753,392.71    633,917.34   sFT  0.99991890   +0 10 57.9
 FN0001;UTM  13      - 3,964,269.056   588,433.389   MT  0.99969636   +0 34 22.6
 FN0001
 FN0001!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FN0001!SPC NM E     -   0.99973646  x   0.99991890  =   0.99965538
 FN0001!UTM  13      -   0.99973646  x   0.99969636  =   0.99943290
 FN0001
 FN0001                          SUPERSEDED SURVEY CONTROL
 FN0001
 FN0001  NAVD 88 (05/26/00) 1700.08   (m)         5577.7    (f) LEVELING    3  
 FN0001  NGVD 29 (??/??/92) 1699.332  (m)         5575.23   (f) ADJ UNCH    2 0
 FN0001
 FN0001.Superseded values are not recommended for survey control.
 FN0001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0001.See file dsdata.txt to determine how the superseded data were derived.
 FN0001
 FN0001_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEV8843364269(NAD 83)
 FN0001_MARKER: DB = BENCH MARK DISK
 FN0001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FN0001_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FN0001_STAMPING: A 19 1928 5575.225
 FN0001_MARK LOGO: CGS   
 FN0001_MAGNETIC: N = NO MAGNETIC MATERIAL
 FN0001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FN0001+STABILITY: SURFACE MOTION
 FN0001_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FN0001+SATELLITE: SATELLITE OBSERVATIONS - June 16, 2005
 FN0001
 FN0001  HISTORY     - Date     Condition        Report By
 FN0001  HISTORY     - 1928     MONUMENTED       CGS
 FN0001  HISTORY     - 1974     GOOD             USGS
 FN0001  HISTORY     - 19981218 GOOD             NGS
 FN0001  HISTORY     - 20040518 GOOD             NMHD
 FN0001  HISTORY     - 20050616 GOOD             INDIV
 FN0001
 FN0001                          STATION DESCRIPTION
 FN0001
 FN0001'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 FN0001'4.8 MI NW FROM MOSQUERO.
 FN0001'ABOUT 4.8 MILES N.W. ALONG THE OLD R.R. BED FROM MOSQUERO, 0.4 MILE
 FN0001'S.E. OF MILEPOST 1683 AT THE N. END OF A LONG CUT ABOUT 100 FT. N.E.
 FN0001'OF THE CENTERLINE OF OLD R.R. BED AND 55 FT. S.W. OF THE CENTERLINE OF
 FN0001'THE HIGHWAY.
 FN0001
 FN0001                          STATION RECOVERY (1998)
 FN0001
 FN0001'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (WAS)
 FN0001'THE STATION IS LOCATED ABOUT 5 MI (8.0 KM) NORTHWEST OF MOSQUERO.
 FN0001'OWNERSHIP--UNKNOWN, PRIVATE PROPERTY.  TO REACH THE STATION FROM THE
 FN0001'POST OFFICE IN MOSQUERO, GO NORTHWEST ON STATE HIGHWAY 39 FOR 3.85 MI
 FN0001'(6.20 KM) TO THE INTERSECTION WITH STATE HIGHWAY 419.  CONTINUE
 FN0001'NORTHWEST ON HIGHWAY 39 FOR 0.95 MI (1.53 KM) TO THE STATION ON THE
 FN0001'LEFT, 0.15 MI (0.24 KM) NORTHWEST OF MILEPOST 54 AND AT THE NORTH END
 FN0001'OF A STILL-VISIBLE CUT FOR AN ABANDONED RAILROAD.  LOCATED 17.0 M
 FN0001'(55.8 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 1.2 M (3.9 FT)
 FN0001'SOUTHWEST OF A FENCE, 29.5 M (96.8 FT) NORTHEAST OF THE CENTERLINE OF
 FN0001'AN ABANDONED RAILROAD BED AND 1.2 M (3.9 FT) SOUTHWEST OF A FIBERGLASS
 FN0001'WITNESS POST IN FENCE LINE.
 FN0001
 FN0001                          STATION RECOVERY (2004)
 FN0001
 FN0001'RECOVERY NOTE BY NM HIGHWAY DEPT 2004 (JW)
 FN0001'STATION WAS RECOVERED AS DESCRIBED IN GOOD CONDITION.
 FN0001
 FN0001                          STATION RECOVERY (2005)
 FN0001
 FN0001'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (BHI)
 FN0001'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0918 ***********************************************************************
 DS0918  DESIGNATION -  A 192
 DS0918  PID         -  DS0918
 DS0918  STATE/COUNTY-  NM/SIERRA
 DS0918  USGS QUAD   -  JARALOSA MOUNTAIN (1965)
 DS0918
 DS0918                         *CURRENT SURVEY CONTROL
 DS0918  ___________________________________________________________________
 DS0918* NAD 83(1986)-  33 26 46.     (N)    107 30 04.     (W)     SCALED    
 DS0918* NAVD 88     -      1676.367  (meters)    5499.88   (feet)  ADJUSTED  
 DS0918  ___________________________________________________________________
 DS0918  GEOID HEIGHT-         -22.51  (meters)                     GEOID03
 DS0918  DYNAMIC HT  -        1673.821 (meters)    5491.53  (feet)  COMP
 DS0918  MODELED GRAV-     979,059.4   (mgal)                       NAVD 88
 DS0918
 DS0918  VERT ORDER  -  SECOND    CLASS 0
 DS0918
 DS0918.The horizontal coordinates were scaled from a topographic map and have
 DS0918.an estimated accuracy of +/- 6 seconds.
 DS0918
 DS0918.The orthometric height was determined by differential leveling
 DS0918.and adjusted by the National Geodetic Survey in June 1991..
 DS0918
 DS0918.The geoid height was determined by GEOID03.
 DS0918
 DS0918.The dynamic height is computed by dividing the NAVD 88
 DS0918.geopotential number by the normal gravity value computed on the
 DS0918.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0918.degrees latitude (g = 980.6199 gals.).
 DS0918
 DS0918.The modeled gravity was interpolated from observed gravity values.
 DS0918
 DS0918;                    North         East    Units  Estimated Accuracy
 DS0918;SPC NM W     -   271,280.      860,890.      MT  (+/- 180 meters Scaled)
 DS0918
 DS0918                          SUPERSEDED SURVEY CONTROL
 DS0918
 DS0918  NGVD 29 (??/??/92) 1675.584  (m)         5497.31   (f) ADJ UNCH    2 0
 DS0918
 DS0918.Superseded values are not recommended for survey control.
 DS0918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0918.See file dsdata.txt to determine how the superseded data were derived.
 DS0918
 DS0918_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBT675035(NAD 83)
 DS0918_MARKER: DB = BENCH MARK DISK
 DS0918_SETTING: 0 = UNSPECIFIED SETTING
 DS0918_STAMPING: A-192 1939
 DS0918_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DS0918
 DS0918  HISTORY     - Date     Condition        Report By
 DS0918  HISTORY     - 1939     MONUMENTED       CGS
 DS0918  HISTORY     - 1945     MARK NOT FOUND   USGS
 DS0918
 DS0918                          STATION DESCRIPTION
 DS0918
 DS0918'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 DS0918'4.8 MI NW FROM MONTICELLO.
 DS0918'4.8 MILES N.W. OF MONTICELLO ON SOUTH SIDE OF ROAD, ABOUT 16 YARDS
 DS0918'S.W. OF CENTER OF ROAD.  0.3 MILE N.W. OF A RANCH HOUSE.  0.2 MILE
 DS0918'S.E. OF A RANCH HOUSE.  60 YARDS N. OF CREEK AND ROAD CROSSING.  18
 DS0918'YARDS N.E. OF 4 STRAND FENCE MIDWAY BETWEEN A GROUPE OF 4 TREES AND 2
 DS0918'TWIN COTTONWOOD TREES.
 DS0918
 DS0918                          STATION RECOVERY (1945)
 DS0918
 DS0918'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1945
 DS0918'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0507 ***********************************************************************
 CW0507  DESIGNATION -  A 193
 CW0507  PID         -  CW0507
 CW0507  STATE/COUNTY-  NM/OTERO
 CW0507  USGS QUAD   -  HIGH ROLLS (1982)
 CW0507
 CW0507                         *CURRENT SURVEY CONTROL
 CW0507  ___________________________________________________________________
 CW0507* NAD 83(1986)-  32 57 46.     (N)    105 45 39.     (W)     SCALED    
 CW0507* NAVD 88     -      2376.939  (meters)    7798.34   (feet)  ADJUSTED  
 CW0507  ___________________________________________________________________
 CW0507  GEOID HEIGHT-         -20.16  (meters)                     GEOID03
 CW0507  DYNAMIC HT  -        2373.052 (meters)    7785.59  (feet)  COMP
 CW0507  MODELED GRAV-     978,915.8   (mgal)                       NAVD 88
 CW0507
 CW0507  VERT ORDER  -  SECOND    CLASS 0
 CW0507
 CW0507.The horizontal coordinates were scaled from a topographic map and have
 CW0507.an estimated accuracy of +/- 6 seconds.
 CW0507
 CW0507.The orthometric height was determined by differential leveling
 CW0507.and adjusted by the National Geodetic Survey in June 1991..
 CW0507
 CW0507.The geoid height was determined by GEOID03.
 CW0507
 CW0507.The dynamic height is computed by dividing the NAVD 88
 CW0507.geopotential number by the normal gravity value computed on the
 CW0507.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0507.degrees latitude (g = 980.6199 gals.).
 CW0507
 CW0507.The modeled gravity was interpolated from observed gravity values.
 CW0507
 CW0507;                    North         East    Units  Estimated Accuracy
 CW0507;SPC NM C     -   217,730.      545,730.      MT  (+/- 180 meters Scaled)
 CW0507
 CW0507                          SUPERSEDED SURVEY CONTROL
 CW0507
 CW0507  NGVD 29 (??/??/92) 2376.066  (m)         7795.48   (f) ADJ UNCH    2 0
 CW0507
 CW0507.Superseded values are not recommended for survey control.
 CW0507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0507.See file dsdata.txt to determine how the superseded data were derived.
 CW0507
 CW0507_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDS288474(NAD 83)
 CW0507_MARKER: DB = BENCH MARK DISK
 CW0507_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CW0507_SP_SET: SPILLWALL
 CW0507_STAMPING: A 193 1939
 CW0507_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CW0507
 CW0507  HISTORY     - Date     Condition        Report By
 CW0507  HISTORY     - 1939     MONUMENTED       CGS
 CW0507
 CW0507                          STATION DESCRIPTION
 CW0507
 CW0507'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 CW0507'2.6 MI W FROM CLOUDCROFT.
 CW0507'ON STATE HIGHWAY 83, 2.6 MILES WEST OF BRICK SCHOOL.  ON TOP OF THE
 CW0507'NORTHWEST END OF THE STONE SPILLWALL AT THE NORTHEAST END OF THE
 CW0507'TOBOGGAN SIDING OF THE SOUTHERN PACIFIC R.R.  60.0 FT. WEST OF THE
 CW0507'CENTERLINE OF STATE HIGHWAY NO. 83.  2.5 FT. ABOVE THE SURFACE OF
 CW0507'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0372 ***********************************************************************
 EO0372  DESIGNATION -  A 194
 EO0372  PID         -  EO0372
 EO0372  STATE/COUNTY-  NM/ROOSEVELT
 EO0372  USGS QUAD   -  PORTALES (1985)
 EO0372
 EO0372                         *CURRENT SURVEY CONTROL
 EO0372  ___________________________________________________________________
 EO0372* NAD 83(1986)-  34 09 59.     (N)    103 22 02.     (W)     SCALED    
 EO0372* NAVD 88     -      1220.153  (meters)    4003.12   (feet)  ADJUSTED  
 EO0372  ___________________________________________________________________
 EO0372  GEOID HEIGHT-         -22.86  (meters)                     GEOID03
 EO0372  DYNAMIC HT  -        1218.581 (meters)    3997.96  (feet)  COMP
 EO0372  MODELED GRAV-     979,304.8   (mgal)                       NAVD 88
 EO0372
 EO0372  VERT ORDER  -  FIRST     CLASS II
 EO0372
 EO0372.The horizontal coordinates were scaled from a topographic map and have
 EO0372.an estimated accuracy of +/- 6 seconds.
 EO0372
 EO0372.The orthometric height was determined by differential leveling
 EO0372.and adjusted by the National Geodetic Survey in June 1991..
 EO0372
 EO0372.The geoid height was determined by GEOID03.
 EO0372
 EO0372.The dynamic height is computed by dividing the NAVD 88
 EO0372.geopotential number by the normal gravity value computed on the
 EO0372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0372.degrees latitude (g = 980.6199 gals.).
 EO0372
 EO0372.The modeled gravity was interpolated from observed gravity values.
 EO0372
 EO0372;                    North         East    Units  Estimated Accuracy
 EO0372;SPC NM E     -   351,530.      254,070.      MT  (+/- 180 meters Scaled)
 EO0372
 EO0372                          SUPERSEDED SURVEY CONTROL
 EO0372
 EO0372  NGVD 29 (??/??/92) 1219.624  (m)         4001.38   (f) ADJ UNCH    1 2
 EO0372
 EO0372.Superseded values are not recommended for survey control.
 EO0372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0372.See file dsdata.txt to determine how the superseded data were derived.
 EO0372
 EO0372_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFT504818(NAD 83)
 EO0372_MARKER: DB = BENCH MARK DISK
 EO0372_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EO0372_SP_SET: CULVERT
 EO0372_STAMPING: A 194 1939
 EO0372_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EO0372
 EO0372  HISTORY     - Date     Condition        Report By
 EO0372  HISTORY     - 1939     MONUMENTED       CGS
 EO0372  HISTORY     - 1955     MARK NOT FOUND   NGS
 EO0372  HISTORY     - 1982     MARK NOT FOUND   NGS
 EO0372
 EO0372                          STATION DESCRIPTION
 EO0372
 EO0372'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 EO0372'2.2 MI SW FROM PORTALES.
 EO0372'2.2 MILES SOUTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 EO0372'FROM THE STATION AT PORTALES, ON U.S. HIGHWAY 70, 125 FEET SOUTHEAST
 EO0372'OF THE CENTERLINE OF THE TRACK, 93 FEET NORTH OF A T-FENCE SOUTHEAST
 EO0372'OF THE HIGHWAY, AT A CONCRETE CULVERT, IN THE CENTER OF THE TOP OF THE
 EO0372'NORTHWEST HEADWALL, 25 FEET SOUTHEAST OF THE RAILROAD RIGHT-OF-WAY
 EO0372'FENCE, 15 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, AND LEVEL WITH
 EO0372'THE HIGHWAY.  A STANDARD DISK, STAMPED A 194 1939.
 EO0372
 EO0372                          STATION RECOVERY (1982)
 EO0372
 EO0372'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 EO0372'THERE IS NO LONGER A CULVERT AT THIS LOCATION AND THE MARK SHOULD BE
 EO0372'CONSIDERED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0301 ***********************************************************************
 EP0301  DESIGNATION -  A 195
 EP0301  PID         -  EP0301
 EP0301  STATE/COUNTY-  NM/LINCOLN
 EP0301  USGS QUAD   -  COWBOY MESA NE (1981)
 EP0301
 EP0301                         *CURRENT SURVEY CONTROL
 EP0301  ___________________________________________________________________
 EP0301* NAD 83(1986)-  34 09 11.     (N)    105 05 38.     (W)     SCALED    
 EP0301* NAVD 88     -      1659.280  (meters)    5443.82   (feet)  ADJUSTED  
 EP0301  ___________________________________________________________________
 EP0301  GEOID HEIGHT-         -21.97  (meters)                     GEOID03
 EP0301  DYNAMIC HT  -        1656.901 (meters)    5436.02  (feet)  COMP
 EP0301  MODELED GRAV-     979,143.8   (mgal)                       NAVD 88
 EP0301
 EP0301  VERT ORDER  -  SECOND    CLASS 0
 EP0301
 EP0301.The horizontal coordinates were scaled from a topographic map and have
 EP0301.an estimated accuracy of +/- 6 seconds.
 EP0301
 EP0301.The orthometric height was determined by differential leveling
 EP0301.and adjusted by the National Geodetic Survey in June 1991..
 EP0301
 EP0301.The geoid height was determined by GEOID03.
 EP0301
 EP0301.The dynamic height is computed by dividing the NAVD 88
 EP0301.geopotential number by the normal gravity value computed on the
 EP0301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EP0301.degrees latitude (g = 980.6199 gals.).
 EP0301
 EP0301.The modeled gravity was interpolated from observed gravity values.
 EP0301
 EP0301;                    North         East    Units  Estimated Accuracy
 EP0301;SPC NM C     -   350,230.      606,610.      MT  (+/- 180 meters Scaled)
 EP0301
 EP0301                          SUPERSEDED SURVEY CONTROL
 EP0301
 EP0301  NGVD 29 (??/??/92) 1658.513  (m)         5441.30   (f) ADJ UNCH    2 0
 EP0301
 EP0301.Superseded values are not recommended for survey control.
 EP0301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EP0301.See file dsdata.txt to determine how the superseded data were derived.
 EP0301
 EP0301_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDT913791(NAD 83)
 EP0301_MARKER: DB = BENCH MARK DISK
 EP0301_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EP0301_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EP0301_STAMPING: A 195 1939
 EP0301_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EP0301+STABILITY: SURFACE MOTION
 EP0301
 EP0301  HISTORY     - Date     Condition        Report By
 EP0301  HISTORY     - 1939     MONUMENTED       CGS
 EP0301  HISTORY     - 1974     MARK NOT FOUND   USGS
 EP0301
 EP0301                          STATION DESCRIPTION
 EP0301
 EP0301'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 EP0301'1.8 MI E FROM LON.
 EP0301'ON THE ROSWELL-CORONA HIGHWAY, 1.8 MILES EAST OF POST OFFICE.  AT AN
 EP0301'450 FT. EASTERLY OFFSET FROM THE EAST FACE OF THE ONE STORE WHITE
 EP0301'FRAME BROOKS RANCH HOUSE.  45.0 FT. SOUTH OF THE CENTERLINE OF
 EP0301'HIGHWAY.  1.0 FT. ABOVE THE SURFACE OF HIGHWAY SET ON TOP OF A
 EP0301'CONCRETE POST, PROJECTING 1.0 FT. ABOVE THE SURFACE OF GROUND.
 EP0301
 EP0301                          STATION RECOVERY (1974)
 EP0301
 EP0301'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 EP0301'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1184 ***********************************************************************
 GL1184  DESIGNATION -  A 196
 GL1184  PID         -  GL1184
 GL1184  STATE/COUNTY-  NM/UNION
 GL1184  USGS QUAD   -  CROSS L RANCH (1972)
 GL1184
 GL1184                         *CURRENT SURVEY CONTROL
 GL1184  ___________________________________________________________________
 GL1184* NAD 83(1986)-  36 54 37.     (N)    103 38 13.     (W)     SCALED    
 GL1184* NAVD 88     -      1616.605  (meters)    5303.81   (feet)  ADJUSTED  
 GL1184  ___________________________________________________________________
 GL1184  GEOID HEIGHT-         -20.07  (meters)                     GEOID03
 GL1184  DYNAMIC HT  -        1614.639 (meters)    5297.36  (feet)  COMP
 GL1184  MODELED GRAV-     979,359.2   (mgal)                       NAVD 88
 GL1184
 GL1184  VERT ORDER  -  SECOND    CLASS 0
 GL1184
 GL1184.The horizontal coordinates were scaled from a topographic map and have
 GL1184.an estimated accuracy of +/- 6 seconds.
 GL1184
 GL1184.The orthometric height was determined by differential leveling
 GL1184.and adjusted by the National Geodetic Survey in June 1991..
 GL1184.WARNING-Repeat measurements at this control monument indicate possible
 GL1184.vertical movement.
 GL1184
 GL1184.The geoid height was determined by GEOID03.
 GL1184
 GL1184.The dynamic height is computed by dividing the NAVD 88
 GL1184.geopotential number by the normal gravity value computed on the
 GL1184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL1184.degrees latitude (g = 980.6199 gals.).
 GL1184
 GL1184.The modeled gravity was interpolated from observed gravity values.
 GL1184
 GL1184;                    North         East    Units  Estimated Accuracy
 GL1184;SPC NM E     -   655,750.      227,050.      MT  (+/- 180 meters Scaled)
 GL1184
 GL1184                          SUPERSEDED SURVEY CONTROL
 GL1184
 GL1184  NGVD 29 (??/??/92) 1615.667  (m)         5300.73   (f) ADJ UNCH    2 0
 GL1184
 GL1184.Superseded values are not recommended for survey control.
 GL1184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1184.See file dsdata.txt to determine how the superseded data were derived.
 GL1184
 GL1184_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA214857(NAD 83)
 GL1184_MARKER: DB = BENCH MARK DISK
 GL1184_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL1184_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL1184_STAMPING: A 196 1939
 GL1184_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL1184+STABILITY: SURFACE MOTION
 GL1184
 GL1184  HISTORY     - Date     Condition        Report By
 GL1184  HISTORY     - 1939     MONUMENTED       CGS
 GL1184  HISTORY     - 1972     GOOD             USGS
 GL1184
 GL1184                          STATION DESCRIPTION
 GL1184
 GL1184'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 GL1184'19.9 MI E FROM FOLSOM.
 GL1184'ABOUT 19.9 MILES EAST ALONG STATE HIGHWAY 325 FROM FOLSOM,
 GL1184'APPROXIMATELY 800 FEET EAST OF A CURVE, 276 FEET N.E. OF THE JUNCTION
 GL1184'OF THE OLD HIGHWAY WITH THE NEW HIGHWAY, 69 FEET NORTH OF THE R.O.W.
 GL1184'FENCE, 121 FEET NORTH OF THE CENTERLINE OF THE NEW HIGHWAY, ABOUT 50
 GL1184'FEET N.W. OF THE CENTERLINE OF THE OLD HIGHWAY, APPROXIMATELY 50 FEET
 GL1184'SOUTH OF A SMALL HILL, SET IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0562 ***********************************************************************
 GM0562  DESIGNATION -  A 197
 GM0562  PID         -  GM0562
 GM0562  STATE/COUNTY-  NM/RIO ARRIBA
 GM0562  USGS QUAD   -  TRES PIEDRAS (1963)
 GM0562
 GM0562                         *CURRENT SURVEY CONTROL
 GM0562  ___________________________________________________________________
 GM0562* NAD 83(1986)-  36 39 11.     (N)    105 58 44.     (W)     SCALED    
 GM0562* NAVD 88     -      2496.365  (meters)    8190.16   (feet)  ADJUSTED  
 GM0562  ___________________________________________________________________
 GM0562  GEOID HEIGHT-         -17.05  (meters)                     GEOID03
 GM0562  DYNAMIC HT  -        2492.874 (meters)    8178.70  (feet)  COMP
 GM0562  MODELED GRAV-     979,142.6   (mgal)                       NAVD 88
 GM0562
 GM0562  VERT ORDER  -  FIRST     CLASS II
 GM0562
 GM0562.The horizontal coordinates were scaled from a topographic map and have
 GM0562.an estimated accuracy of +/- 6 seconds.
 GM0562
 GM0562.The orthometric height was determined by differential leveling
 GM0562.and adjusted by the National Geodetic Survey in June 1991..
 GM0562
 GM0562.The geoid height was determined by GEOID03.
 GM0562
 GM0562.The dynamic height is computed by dividing the NAVD 88
 GM0562.geopotential number by the normal gravity value computed on the
 GM0562.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GM0562.degrees latitude (g = 980.6199 gals.).
 GM0562
 GM0562.The modeled gravity was interpolated from observed gravity values.
 GM0562
 GM0562;                    North         East    Units  Estimated Accuracy
 GM0562;SPC NM C     -   627,010.      524,240.      MT  (+/- 180 meters Scaled)
 GM0562
 GM0562                          SUPERSEDED SURVEY CONTROL
 GM0562
 GM0562  NGVD 29 (??/??/92) 2495.077  (m)         8185.93   (f) ADJ UNCH    1 2
 GM0562
 GM0562.Superseded values are not recommended for survey control.
 GM0562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0562.See file dsdata.txt to determine how the superseded data were derived.
 GM0562
 GM0562_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDA125568(NAD 83)
 GM0562_MARKER: DB = BENCH MARK DISK
 GM0562_SETTING: 80 = SET IN A BOULDER
 GM0562_STAMPING: A 197 1935
 GM0562_MARK LOGO: CGS   
 GM0562_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GM0562+STABILITY: SURFACE MOTION
 GM0562
 GM0562  HISTORY     - Date     Condition        Report By
 GM0562  HISTORY     - 1940     MONUMENTED       CGS
 GM0562  HISTORY     - 1965     GOOD             USGS
 GM0562  HISTORY     - 1984     GOOD             NGS
 GM0562
 GM0562                          STATION DESCRIPTION
 GM0562
 GM0562'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 GM0562'0.7 MI W FROM TRES PIEDRAS.
 GM0562'0.9 MILE WEST, ALONG STATE HIGHWAY NO. 111 FROM U.S. HIGHWAY NO. 285
 GM0562'AT TRES PIEDRAS, NEW MEXICO.  173 FEET NORTH OF CENTER OF HIGHWAY, 19
 GM0562'FEET NE CENTER OF OLD ROAD, IN TOP OF SMALL BOULDER.
 GM0562
 GM0562                          STATION RECOVERY (1984)
 GM0562
 GM0562'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GM0562'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  1.4 KM
 GM0562'(0.85 MI) NORTHWEST ALONG U.S. HIGHWAY 64 FROM ITS JUNCTION WITH U.S.
 GM0562'HIGHWAY 285 IN TRES PIEDRAS, 0.2 KM (0.1 MI) WEST OF A STANDPIPE WATER
 GM0562'TANK, IN THE CENTER OF A 2 BY 4 FOOT EXPOSED BOULDER, 53.0 M
 GM0562'(173.9 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY, 22.9 M (75.1 FT)
 GM0562'NORTH OF A FENCE, 10.1 M (33.1 FT) WEST OF BENCH MARK N 141 USFS, AND
 GM0562'5.8 M (19.0 FT) NORTHEAST OF THE CENTER OF A TRACK ROAD.
 GM0562'STAMPING--A 197 1940.
 GM0562'THE MARK IS 0.8 METERS  W FROM  A WITNESS POST
 GM0562'THE MARK IS 0.6 M ABOVE THE TRACK ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0092 ***********************************************************************
 FO0092  DESIGNATION -  A 198
 FO0092  PID         -  FO0092
 FO0092  STATE/COUNTY-  NM/LOS ALAMOS
 FO0092  USGS QUAD   -  FRIJOLES (1984)
 FO0092
 FO0092                         *CURRENT SURVEY CONTROL
 FO0092  ___________________________________________________________________
 FO0092* NAD 83(1986)-  35 49 52.     (N)    106 22 11.     (W)     SCALED    
 FO0092* NAVD 88     -      2469.285  (meters)    8101.31   (feet)  ADJUSTED  
 FO0092  ___________________________________________________________________
 FO0092  GEOID HEIGHT-         -19.18  (meters)                     GEOID03
 FO0092  DYNAMIC HT  -        2465.669 (meters)    8089.45  (feet)  COMP
 FO0092  MODELED GRAV-     979,078.8   (mgal)                       NAVD 88
 FO0092
 FO0092  VERT ORDER  -  SECOND    CLASS 0
 FO0092
 FO0092.The horizontal coordinates were scaled from a topographic map and have
 FO0092.an estimated accuracy of +/- 6 seconds.
 FO0092
 FO0092.The orthometric height was determined by differential leveling
 FO0092.and adjusted by the National Geodetic Survey in June 1991..
 FO0092
 FO0092.The geoid height was determined by GEOID03.
 FO0092
 FO0092.The dynamic height is computed by dividing the NAVD 88
 FO0092.geopotential number by the normal gravity value computed on the
 FO0092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0092.degrees latitude (g = 980.6199 gals.).
 FO0092
 FO0092.The modeled gravity was interpolated from observed gravity values.
 FO0092
 FO0092;                    North         East    Units  Estimated Accuracy
 FO0092;SPC NM C     -   535,780.      489,180.      MT  (+/- 180 meters Scaled)
 FO0092
 FO0092                          SUPERSEDED SURVEY CONTROL
 FO0092
 FO0092  NGVD 29 (??/??/92) 2468.122  (m)         8097.50   (f) ADJ UNCH    2 0
 FO0092
 FO0092.Superseded values are not recommended for survey control.
 FO0092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0092.See file dsdata.txt to determine how the superseded data were derived.
 FO0092
 FO0092_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV762660(NAD 83)
 FO0092_MARKER: DB = BENCH MARK DISK
 FO0092_SETTING: 80 = SET IN A BOULDER
 FO0092_SP_SET: BOULDER
 FO0092_STAMPING: A 198 1940
 FO0092_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO0092+STABILITY: SURFACE MOTION
 FO0092
 FO0092  HISTORY     - Date     Condition        Report By
 FO0092  HISTORY     - 1940     MONUMENTED       CGS
 FO0092
 FO0092                          STATION DESCRIPTION
 FO0092
 FO0092'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 FO0092'7.8 MI SW FROM OTOWI.
 FO0092'6.4 MILES WEST ALONG A ROAD LEADING TO SULPHUR SPRINGS FROM THE POST
 FO0092'OFFICE AT OTOWI, SANDOVAL COUNTY, THENCE 1.2 MILES NORTHWEST ALONG
 FO0092'STATE HIGHWAY 4, AND THENCE 0.2 MILE SOUTH ALONG AN OLD ROAD LEADING
 FO0092'TO SULPHUR SPRINGS, 0.2 MILE SOUTHWEST OF AN OLD WOODEN BRIDGE, AT THE
 FO0092'FOOT OF A LONG HILL, 180 FEET WEST OF A SHARP CURVE, 25 FEET NORTH OF
 FO0092'THE CENTERLINE OF THE ROAD, IN THE TOP OF A GRANITE BOULDER PROJECTING
 FO0092'2 FEET ABOVE THE GROUND, AND LEVEL WITH THE ROAD.  A STANDARD DISK,
 FO0092'STAMPED A 198 1940.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0285 ***********************************************************************
 EO0285  DESIGNATION -  A 199
 EO0285  PID         -  EO0285
 EO0285  STATE/COUNTY-  NM/CURRY
 EO0285  USGS QUAD   -  CLOVIS (1985)
 EO0285
 EO0285                         *CURRENT SURVEY CONTROL
 EO0285  ___________________________________________________________________
 EO0285* NAD 83(1986)-  34 23 50.     (N)    103 11 48.     (W)     SCALED    
 EO0285* NAVD 88     -      1296.678  (meters)    4254.18   (feet)  ADJUSTED  
 EO0285  ___________________________________________________________________
 EO0285  GEOID HEIGHT-         -23.62  (meters)                     GEOID03
 EO0285  DYNAMIC HT  -        1294.975 (meters)    4248.60  (feet)  COMP
 EO0285  MODELED GRAV-     979,276.9   (mgal)                       NAVD 88
 EO0285
 EO0285  VERT ORDER  -  FIRST     CLASS II
 EO0285
 EO0285.The horizontal coordinates were scaled from a topographic map and have
 EO0285.an estimated accuracy of +/- 6 seconds.
 EO0285
 EO0285.The orthometric height was determined by differential leveling
 EO0285.and adjusted by the National Geodetic Survey in June 1991..
 EO0285
 EO0285.The geoid height was determined by GEOID03.
 EO0285
 EO0285.The dynamic height is computed by dividing the NAVD 88
 EO0285.geopotential number by the normal gravity value computed on the
 EO0285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0285.degrees latitude (g = 980.6199 gals.).
 EO0285
 EO0285.The modeled gravity was interpolated from observed gravity values.
 EO0285
 EO0285;                    North         East    Units  Estimated Accuracy
 EO0285;SPC NM E     -   377,300.      269,510.      MT  (+/- 180 meters Scaled)
 EO0285
 EO0285                          SUPERSEDED SURVEY CONTROL
 EO0285
 EO0285  NGVD 29 (??/??/92) 1296.070  (m)         4252.19   (f) ADJ UNCH    1 2
 EO0285
 EO0285.Superseded values are not recommended for survey control.
 EO0285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0285.See file dsdata.txt to determine how the superseded data were derived.
 EO0285
 EO0285_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFU657076(NAD 83)
 EO0285_MARKER: DB = BENCH MARK DISK
 EO0285_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 EO0285_STAMPING: A 199 1940
 EO0285_MARK LOGO: CGS   
 EO0285_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EO0285
 EO0285  HISTORY     - Date     Condition        Report By
 EO0285  HISTORY     - 1940     MONUMENTED       CGS
 EO0285  HISTORY     - 1958     GOOD             NGS
 EO0285  HISTORY     - 1982     GOOD             NGS
 EO0285  HISTORY     - 1982     GOOD             NGS
 EO0285  HISTORY     - 1982     GOOD             NGS
 EO0285  HISTORY     - 1984     GOOD             NGS
 EO0285
 EO0285                          STATION DESCRIPTION
 EO0285
 EO0285'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 EO0285'0.7 MI E FROM CLOVIS.
 EO0285'ABOUT 0.7 MILE EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 EO0285'FROM THE STATION AT CLOVIS, 249 FEET WEST OF MILE POST 656, IN THE TOP
 EO0285'OF THE SOUTHEAST CORNER OF THE CONCRETE WALL OF THE UNDERPASS BETWEEN
 EO0285'THE FIRST AND SECOND SIDE TRACKS, 31 FEET NORTH OF THE NORTH RAIL OF
 EO0285'THE MAIN TRACK, 11 FEET NORTH OF THE NORTH RAIL OF A SIDE TRACK, 53
 EO0285'FEET SOUTH OF THE SOUTH RAIL OF A SIDE TRACK, ABOUT LEVEL WITH THE
 EO0285'TRACK, AND PROJECTING 4 INCHES.
 EO0285
 EO0285                          STATION RECOVERY (1982)
 EO0285
 EO0285'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 EO0285'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  IN CLOVIS, AT
 EO0285'THE JUNCTION OF THE SANTA FE RAILROAD AND U.S. HIGHWAY 70, IN THE
 EO0285'SOUTH END OF THE EAST RETAINING WALL OF THE FIRST AND SECOND SET OF
 EO0285'TRACKS AT THE NORTH END OF THE RAILROAD OVERPASS OF THE HIGHWAY, 75.9
 EO0285'METERS (249.0 FT) WEST OF RAILROAD MILEPOST 656, 16.3 METERS (53.5 FT)
 EO0285'SOUTH OF THE NEAR RAIL, 3.4 METERS (11.2 FT) NORTH OF THE NEAR RAIL
 EO0285'AND 0.3 METER (1.0 FT) EAST OF A PIPE GUARD RAIL.
 EO0285'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
 EO0285
 EO0285                          STATION RECOVERY (1982)
 EO0285
 EO0285'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 EO0285'RECOVERED IN GOOD CONDITION.
 EO0285
 EO0285                          STATION RECOVERY (1982)
 EO0285
 EO0285'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 EO0285'RECOVERED IN GOOD CONDITION.
 EO0285
 EO0285                          STATION RECOVERY (1984)
 EO0285
 EO0285'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EO0285'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0352 ***********************************************************************
 EQ0352  DESIGNATION -  A 2
 EQ0352  PID         -  EQ0352
 EQ0352  STATE/COUNTY-  NM/VALENCIA
 EQ0352  USGS QUAD   -  SOUTH GARCIA (1971)
 EQ0352
 EQ0352                         *CURRENT SURVEY CONTROL
 EQ0352  ___________________________________________________________________
 EQ0352* NAD 83(1986)-  34 52 56.     (N)    107 04 36.     (W)     SCALED    
 EQ0352* NAVD 88     -      1613.940  (meters)    5295.07   (feet)  POSTED    
 EQ0352  ___________________________________________________________________
 EQ0352  GEOID HEIGHT-         -21.45  (meters)                     GEOID03
 EQ0352  DYNAMIC HT  -        1611.740 (meters)    5287.85  (feet)  COMP
 EQ0352  MODELED GRAV-     979,212.9   (mgal)                       NAVD 88
 EQ0352
 EQ0352  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EQ0352
 EQ0352.The horizontal coordinates were scaled from a topographic map and have
 EQ0352.an estimated accuracy of +/- 6 seconds.
 EQ0352
 EQ0352.The orthometric height was determined by differential leveling
 EQ0352.and adjusted by the National Geodetic Survey in 1992..
 EQ0352.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EQ0352.rate of 0.0 thru 1.0 mm/km.
 EQ0352
 EQ0352.The geoid height was determined by GEOID03.
 EQ0352
 EQ0352.The dynamic height is computed by dividing the NAVD 88
 EQ0352.geopotential number by the normal gravity value computed on the
 EQ0352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0352.degrees latitude (g = 980.6199 gals.).
 EQ0352
 EQ0352.The modeled gravity was interpolated from observed gravity values.
 EQ0352
 EQ0352;                    North         East    Units  Estimated Accuracy
 EQ0352;SPC NM C     -   430,820.      424,430.      MT  (+/- 180 meters Scaled)
 EQ0352
 EQ0352                          SUPERSEDED SURVEY CONTROL
 EQ0352
 EQ0352  NGVD 29 (??/??/92) 1613.078  (m)         5292.24   (f) ADJ UNCH    1 2
 EQ0352
 EQ0352.Superseded values are not recommended for survey control.
 EQ0352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0352.See file dsdata.txt to determine how the superseded data were derived.
 EQ0352
 EQ0352_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU102619(NAD 83)
 EQ0352_MARKER: Z = SEE DESCRIPTION
 EQ0352_SETTING: 66 = SET IN ROCK OUTCROP
 EQ0352_SP_SET: STONE
 EQ0352_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EQ0352+STABILITY: POSITION/ELEVATION WELL
 EQ0352
 EQ0352  HISTORY     - Date     Condition        Report By
 EQ0352  HISTORY     - UNK      MONUMENTED       CGS
 EQ0352  HISTORY     - 1934     GOOD             NGS
 EQ0352
 EQ0352                          STATION DESCRIPTION
 EQ0352
 EQ0352'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 EQ0352'1.0 MI W FROM GARCIA.
 EQ0352'ABOUT 1.0 MILE WEST OF GARCIA, VALENCIA COUNTY, NEW MEXICO, 5 POLES
 EQ0352'WEST OF MILEPOST 42, IN THE NORTH END OF THE WEST ABUTMENT OF
 EQ0352'STEEL-GIRDER BRIDGE A43 OF THE ATCHISON, TOPEKA AND SANTA FE RAILWAY,
 EQ0352'1.0 FOOT FROM THE FACE AND 1.4 FEET FROM THE END OF THE COPING STONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0126 ***********************************************************************
 GM0126  DESIGNATION -  A 20
 GM0126  PID         -  GM0126
 GM0126  STATE/COUNTY-  NM/COLFAX
 GM0126  USGS QUAD   -  SPRINGER (1965)
 GM0126
 GM0126                         *CURRENT SURVEY CONTROL
 GM0126  ___________________________________________________________________
 GM0126* NAD 83(1986)-  36 21 17.     (N)    104 30 47.     (W)     SCALED    
 GM0126* NAVD 88     -      1744.585  (meters)    5723.69   (feet)  ADJUSTED  
 GM0126  ___________________________________________________________________
 GM0126  GEOID HEIGHT-         -18.93  (meters)                     GEOID03
 GM0126  DYNAMIC HT  -        1742.374 (meters)    5716.44  (feet)  COMP
 GM0126  MODELED GRAV-     979,303.2   (mgal)                       NAVD 88
 GM0126
 GM0126  VERT ORDER  -  FIRST     CLASS II
 GM0126
 GM0126.The horizontal coordinates were scaled from a topographic map and have
 GM0126.an estimated accuracy of +/- 6 seconds.
 GM0126
 GM0126.The orthometric height was determined by differential leveling
 GM0126.and adjusted by the National Geodetic Survey in June 1991..
 GM0126
 GM0126.The geoid height was determined by GEOID03.
 GM0126
 GM0126.The dynamic height is computed by dividing the NAVD 88
 GM0126.geopotential number by the normal gravity value computed on the
 GM0126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GM0126.degrees latitude (g = 980.6199 gals.).
 GM0126
 GM0126.The modeled gravity was interpolated from observed gravity values.
 GM0126
 GM0126;                    North         East    Units  Estimated Accuracy
 GM0126;SPC NM E     -   593,890.      148,870.      MT  (+/- 180 meters Scaled)
 GM0126
 GM0126                          SUPERSEDED SURVEY CONTROL
 GM0126
 GM0126  NGVD 29 (??/??/92) 1743.774  (m)         5721.03   (f) ADJ UNCH    1 2
 GM0126
 GM0126.Superseded values are not recommended for survey control.
 GM0126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0126.See file dsdata.txt to determine how the superseded data were derived.
 GM0126
 GM0126_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEA436234(NAD 83)
 GM0126_MARKER: DB = BENCH MARK DISK
 GM0126_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GM0126_SP_SET: CULVERT
 GM0126_STAMPING: 5721.032 A 20 1929
 GM0126_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GM0126
 GM0126  HISTORY     - Date     Condition        Report By
 GM0126  HISTORY     - 1929     MONUMENTED       CGS
 GM0126  HISTORY     - 1964     GOOD             USGS
 GM0126
 GM0126                          STATION DESCRIPTION
 GM0126
 GM0126'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 GM0126'2.3 MI NW FROM TAYLOR SPRINGS.
 GM0126'2.3 MILE NORTHWEST ALONG THE ABANDONED ROADBED OF THE SOUTHERN PACIFIC
 GM0126'CO. RAILROAD FROM THE INTERSECTION OF THE ABANDONED ROADBED AND US HWY
 GM0126'56 AT TAYLOR SPRINGS, COLFAX COUNTY, AT CONCRETE CULVERT NO. 1732 A,
 GM0126'IN THE TOP OF THE EAST HEADWALL, 3 FEET FROM THE SOUTH END OF THE
 GM0126'HEADWALL.  A STANDARD DISK, STAMPED 5721.032 A 20 1929.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0427 ***********************************************************************
 FO0427  DESIGNATION -  A 20
 FO0427  PID         -  FO0427
 FO0427  STATE/COUNTY-  NM/SANDOVAL
 FO0427  USGS QUAD   -  SAN YSIDRO (1969)
 FO0427
 FO0427                         *CURRENT SURVEY CONTROL
 FO0427  ___________________________________________________________________
 FO0427* NAD 83(1986)-  35 33 21.     (N)    106 46 39.     (W)     SCALED    
 FO0427* NAVD 88     -      1666.617  (meters)    5467.89   (feet)  ADJUSTED  
 FO0427  ___________________________________________________________________
 FO0427  GEOID HEIGHT-         -20.34  (meters)                     GEOID03
 FO0427  DYNAMIC HT  -        1664.399 (meters)    5460.62  (feet)  COMP
 FO0427  MODELED GRAV-     979,243.8   (mgal)                       NAVD 88
 FO0427
 FO0427  VERT ORDER  -  SECOND    CLASS 0
 FO0427
 FO0427.The horizontal coordinates were scaled from a topographic map and have
 FO0427.an estimated accuracy of +/- 6 seconds.
 FO0427
 FO0427.The orthometric height was determined by differential leveling
 FO0427.and adjusted by the National Geodetic Survey in June 1991..
 FO0427
 FO0427.The geoid height was determined by GEOID03.
 FO0427
 FO0427.The dynamic height is computed by dividing the NAVD 88
 FO0427.geopotential number by the normal gravity value computed on the
 FO0427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0427.degrees latitude (g = 980.6199 gals.).
 FO0427
 FO0427.The modeled gravity was interpolated from observed gravity values.
 FO0427
 FO0427;                    North         East    Units  Estimated Accuracy
 FO0427;SPC NM C     -   505,360.      452,180.      MT  (+/- 180 meters Scaled)
 FO0427
 FO0427                          SUPERSEDED SURVEY CONTROL
 FO0427
 FO0427  NGVD 29 (??/??/92) 1665.723  (m)         5464.96   (f) ADJ UNCH    2 0
 FO0427
 FO0427.Superseded values are not recommended for survey control.
 FO0427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0427.See file dsdata.txt to determine how the superseded data were derived.
 FO0427
 FO0427_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV388361(NAD 83)
 FO0427_MARKER: DD = SURVEY DISK
 FO0427_SETTING: 66 = SET IN ROCK OUTCROP
 FO0427_SP_SET: SET IN ROCK OUTCROP
 FO0427_STAMPING: A 20 1938
 FO0427_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FO0427+STABILITY: POSITION/ELEVATION WELL
 FO0427
 FO0427  HISTORY     - Date     Condition        Report By
 FO0427  HISTORY     - 1938     MONUMENTED       USGS
 FO0427  HISTORY     - 1957     GOOD             NGS
 FO0427  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 FO0427
 FO0427                          STATION DESCRIPTION
 FO0427
 FO0427'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 FO0427'0.1 MI NE FROM SAN YSIDRO.
 FO0427'ABOUT 0.1 MILE NORTHEAST ALONG STATE HIGHWAY 4 FROM THE TRIANGLE
 FO0427'TAVERN AT SAN YSIDRO, AT THE NORTHEAST POINT OF A TRIAGLE INTERSECTION
 FO0427'OF STATE HIGHWAYS 4 AND 44, 127 YARDS NORTH-NORTHEAST OF THE SOUTHEAST
 FO0427'CORNER OF THE TRIANGLE TAVERN, 193 FEET WEST-SOUTHWEST OF THE
 FO0427'INTERSECTION OF THE CENTERLINES OF THE TWO PAVED ROADS FORMING THE
 FO0427'NORTHEAST POINT OF THE TRIANGLE,41 FEET NORTHWEST OF THE CENTERLINE OF
 FO0427'THE HIGHWAY FORMING THE SOUTHEAST SIDE OF THE TRIANGLE, 38 FEET SOUTH
 FO0427'OF THE CENTERLINE OF THE HIGHWAY FORMING THE NORTH SIDE OF THE
 FO0427'TRIANGLE, 17 FEET SOUTHWEST OF A HIGHWAY RIGHT OF WAY MARKER NUMBER 2
 FO0427'+ 60, 1 FOOT SOUTHEAST OF A FENCE LINE, 1 1/2 FEET NORTHEAST OF A
 FO0427'WHITE WOODEN WITNESS POST, 3 FEET BELOW THE LEVEL OF THE HIGHWAY, SET
 FO0427'IN THE TOP OF A SANDSTONE ROCK WHICH PROJECTS 0.5 FOOT ABOVE THE
 FO0427'GROUND.
 FO0427
 FO0427                          STATION RECOVERY (1989)
 FO0427
 FO0427'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 FO0427'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0387 ***********************************************************************
 EO0387  DESIGNATION -  A 200
 EO0387  PID         -  EO0387
 EO0387  STATE/COUNTY-  NM/ROOSEVELT
 EO0387  USGS QUAD   -  DELPHOS (1985)
 EO0387
 EO0387                         *CURRENT SURVEY CONTROL
 EO0387  ___________________________________________________________________
 EO0387* NAD 83(1986)-  34 06 26.     (N)    103 26 56.     (W)     SCALED    
 EO0387* NAVD 88     -      1268.005  (meters)    4160.11   (feet)  ADJUSTED  
 EO0387  ___________________________________________________________________
 EO0387  GEOID HEIGHT-         -22.77  (meters)                     GEOID03
 EO0387  DYNAMIC HT  -        1266.351 (meters)    4154.69  (feet)  COMP
 EO0387  MODELED GRAV-     979,287.0   (mgal)                       NAVD 88
 EO0387
 EO0387  VERT ORDER  -  FIRST     CLASS II
 EO0387
 EO0387.The horizontal coordinates were scaled from a topographic map and have
 EO0387.an estimated accuracy of +/- 6 seconds.
 EO0387
 EO0387.The orthometric height was determined by differential leveling
 EO0387.and adjusted by the National Geodetic Survey in June 1991..
 EO0387
 EO0387.The geoid height was determined by GEOID03.
 EO0387
 EO0387.The dynamic height is computed by dividing the NAVD 88
 EO0387.geopotential number by the normal gravity value computed on the
 EO0387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0387.degrees latitude (g = 980.6199 gals.).
 EO0387
 EO0387.The modeled gravity was interpolated from observed gravity values.
 EO0387
 EO0387;                    North         East    Units  Estimated Accuracy
 EO0387;SPC NM E     -   344,900.      246,600.      MT  (+/- 180 meters Scaled)
 EO0387
 EO0387                          SUPERSEDED SURVEY CONTROL
 EO0387
 EO0387.No superseded survey control is available for this station.
 EO0387
 EO0387_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFT430751(NAD 83)
 EO0387_MARKER: DB = BENCH MARK DISK
 EO0387_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EO0387_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EO0387_STAMPING: A 200 1940
 EO0387_MARK LOGO: CGS   
 EO0387_PROJECTION: PROJECTING 15 CENTIMETERS
 EO0387_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EO0387+STABILITY: SURFACE MOTION
 EO0387
 EO0387  HISTORY     - Date     Condition        Report By
 EO0387  HISTORY     - 1940     MONUMENTED       CGS
 EO0387  HISTORY     - 1982     GOOD             NGS
 EO0387
 EO0387                          STATION DESCRIPTION
 EO0387
 EO0387'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 EO0387'8.4 MI SW FROM PORTALES.
 EO0387'8.4 MILES SOUTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 EO0387'FROM THE STATION AT PORTALES, 21 FEET EAST OF MILEPOST 26, 96 FEET
 EO0387'SOUTHEAST OF THE CENTERLINE OF THE TRACK, 43 FEET NORTHWEST OF THE
 EO0387'CENTERLINE OF U.S. HIGHWAY 70, IN LINE WITH TWO IRON RIGHT-OF-WAY
 EO0387'POSTS AND A VERTICAL SECTION OF AN IRON RAIL (IRON MILEPOST 26), 3
 EO0387'FEET NORTHWEST OF THE RIGHT-OF-WAY FENCE, AND 3 FEET NORTHEAST OF A
 EO0387'WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED A 200 1940 AND
 EO0387'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE GROUND.
 EO0387
 EO0387                          STATION RECOVERY (1982)
 EO0387
 EO0387'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 EO0387'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  13.6 KM (8.45
 EO0387'MI) SOUTHWESTERLY ALONG THE SANTA FE RAILROAD FROM THE RAILROAD
 EO0387'STATION IN PORTALES, 32.3 METERS (106.0 FT) SOUTHEAST OF MILEPOST 26,
 EO0387'28.5 METERS (93.5 FT) SOUTHEAST OF THE NEAR RAIL, 17.2 METERS (56.4
 EO0387'FT) NORTHWEST OF THE CENTERLINE OF U.S.  HIGHWAY 70 AND 6.5 METERS
 EO0387'(21.3 FT) EAST OF A UTILITY POLE.
 EO0387'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 EO0387'THE MARK IS 0.6 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0078 ***********************************************************************
 FO0078  DESIGNATION -  A 201
 FO0078  PID         -  FO0078
 FO0078  STATE/COUNTY-  NM/SANDOVAL
 FO0078  USGS QUAD   -  VALLE TOLEDO (1993)
 FO0078
 FO0078                         *CURRENT SURVEY CONTROL
 FO0078  ___________________________________________________________________
 FO0078* NAD 83(1986)-  35 53 21.     (N)    106 29 22.     (W)     SCALED    
 FO0078* NAVD 88     -      2618.511  (meters)    8590.90   (feet)  ADJUSTED  
 FO0078  ___________________________________________________________________
 FO0078  GEOID HEIGHT-         -18.83  (meters)                     GEOID03
 FO0078  DYNAMIC HT  -        2614.546 (meters)    8577.89  (feet)  COMP
 FO0078  MODELED GRAV-     979,024.1   (mgal)                       NAVD 88
 FO0078
 FO0078  VERT ORDER  -  SECOND    CLASS 0
 FO0078
 FO0078.The horizontal coordinates were scaled from a topographic map and have
 FO0078.an estimated accuracy of +/- 6 seconds.
 FO0078
 FO0078.The orthometric height was determined by differential leveling
 FO0078.and adjusted by the National Geodetic Survey in June 1991..
 FO0078
 FO0078.The geoid height was determined by GEOID03.
 FO0078
 FO0078.The dynamic height is computed by dividing the NAVD 88
 FO0078.geopotential number by the normal gravity value computed on the
 FO0078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0078.degrees latitude (g = 980.6199 gals.).
 FO0078
 FO0078.The modeled gravity was interpolated from observed gravity values.
 FO0078
 FO0078;                    North         East    Units  Estimated Accuracy
 FO0078;SPC NM C     -   542,240.      478,380.      MT  (+/- 180 meters Scaled)
 FO0078
 FO0078                          SUPERSEDED SURVEY CONTROL
 FO0078
 FO0078  NGVD 29 (??/??/92) 2617.215  (m)         8586.65   (f) ADJ UNCH    2 0
 FO0078
 FO0078.Superseded values are not recommended for survey control.
 FO0078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0078.See file dsdata.txt to determine how the superseded data were derived.
 FO0078
 FO0078_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV655726(NAD 83)
 FO0078_MARKER: DB = BENCH MARK DISK
 FO0078_SETTING: 80 = SET IN A BOULDER
 FO0078_SP_SET: BOULDER
 FO0078_STAMPING: A 201 1940
 FO0078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO0078+STABILITY: SURFACE MOTION
 FO0078
 FO0078  HISTORY     - Date     Condition        Report By
 FO0078  HISTORY     - 1940     MONUMENTED       CGS
 FO0078
 FO0078                          STATION DESCRIPTION
 FO0078
 FO0078'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 FO0078'22.8 MI NE FROM JEMEZ SPRINGS.
 FO0078'8.7 MILES NORTH ALONG STATE HIGHWAY 4 FROM THE RANGER STATION AT JEMEZ
 FO0078'SPRINGS, SANDOVAL COUNTY, THENCE 5.2 MILES NORTHEAST ALONG A ROAD
 FO0078'LEADING TO SULPHUR SPRINGS, THENCE 0.5 MILE EAST ALONG A LOGGING ROAD
 FO0078'AND A TRAIL THROUGH AN OPEN VALLEY, AND THENCE 8.4 MILES EAST ALONG AN
 FO0078'ABANDONED ROAD LEADING TO OTOWI, 18.8 MILES SOUTHWEST OF OTOWI, 0.6
 FO0078'MILE SOUTH OF A FENCE, 130 FEET WEST OF THE ROAD, 102 FEET WEST OF A
 FO0078'DRY WASH, 30 FEET EAST OF AN OLD FENCE, IN THE TOP OF A GRANITE
 FO0078'BOULDER PROJECTING 15 INCHES ABOVE THE GROUND, AND LEVEL WITH THE
 FO0078'ROAD.  A STANDARD DISK, STAMPED A 201 1940.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0033 ***********************************************************************
 DR0033  DESIGNATION -  A 202
 DR0033  PID         -  DR0033
 DR0033  STATE/COUNTY-  NM/CHAVES
 DR0033  USGS QUAD   -  CAMPBELL (1979)
 DR0033
 DR0033                         *CURRENT SURVEY CONTROL
 DR0033  ___________________________________________________________________
 DR0033* NAD 83(1986)-  33 37 10.     (N)    104 10 09.     (W)     SCALED    
 DR0033* NAVD 88     -      1191.106  (meters)    3907.82   (feet)  ADJUSTED  
 DR0033  ___________________________________________________________________
 DR0033  GEOID HEIGHT-         -23.21  (meters)                     GEOID03
 DR0033  DYNAMIC HT  -        1189.486 (meters)    3902.51  (feet)  COMP
 DR0033  MODELED GRAV-     979,235.3   (mgal)                       NAVD 88
 DR0033
 DR0033  VERT ORDER  -  FIRST     CLASS II
 DR0033
 DR0033.The horizontal coordinates were scaled from a topographic map and have
 DR0033.an estimated accuracy of +/- 6 seconds.
 DR0033
 DR0033.The orthometric height was determined by differential leveling
 DR0033.and adjusted by the National Geodetic Survey in June 1991..
 DR0033
 DR0033.The geoid height was determined by GEOID03.
 DR0033
 DR0033.The dynamic height is computed by dividing the NAVD 88
 DR0033.geopotential number by the normal gravity value computed on the
 DR0033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0033.degrees latitude (g = 980.6199 gals.).
 DR0033
 DR0033.The modeled gravity was interpolated from observed gravity values.
 DR0033
 DR0033;                    North         East    Units  Estimated Accuracy
 DR0033;SPC NM E     -   290,460.      180,230.      MT  (+/- 180 meters Scaled)
 DR0033
 DR0033                          SUPERSEDED SURVEY CONTROL
 DR0033
 DR0033  NGVD 29 (??/??/92) 1190.524  (m)         3905.91   (f) ADJ UNCH    1 2
 DR0033
 DR0033.Superseded values are not recommended for survey control.
 DR0033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0033.See file dsdata.txt to determine how the superseded data were derived.
 DR0033
 DR0033_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SET770202(NAD 83)
 DR0033_MARKER: DB = BENCH MARK DISK
 DR0033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR0033_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DR0033_STAMPING: A 202 1941
 DR0033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR0033+STABILITY: SURFACE MOTION
 DR0033
 DR0033  HISTORY     - Date     Condition        Report By
 DR0033  HISTORY     - 1941     MONUMENTED       CGS
 DR0033  HISTORY     - 1961     GOOD             NGS
 DR0033
 DR0033                          STATION DESCRIPTION
 DR0033
 DR0033'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 DR0033'2.4 MI NE FROM CAMPBELL.
 DR0033'2.4 MILES NORTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 DR0033'FROM THE STATION AT CAMPBELL, 120 FEET NORTH OF IRON MILEPOST 80, 98
 DR0033'FEET NORTHWEST OF THE CENTERLINE OF THE TRACK, 2 FEET SOUTHEAST OF THE
 DR0033'RIGHT-OF-WAY FENCE, 3 FEET EAST OF A WHITE WOODEN WITNESS POST, AND
 DR0033'LEVEL WITH THE TRACK.  A STANDARD DISK, STAMPED A 202 1941 AND SET IN
 DR0033'THE TOP OF A CONCRETE POST.
 DR0033
 DR0033                          STATION RECOVERY (1961)
 DR0033
 DR0033'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 DR0033'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0157 ***********************************************************************
 DR0157  DESIGNATION -  A 204
 DR0157  PID         -  DR0157
 DR0157  STATE/COUNTY-  NM/CHAVES
 DR0157  USGS QUAD   -  DEXTER EAST (1950)
 DR0157
 DR0157                         *CURRENT SURVEY CONTROL
 DR0157  ___________________________________________________________________
 DR0157* NAD 83(1986)-  33 12 35.     (N)    104 18 05.     (W)     SCALED    
 DR0157* NAVD 88     -      1046.056  (meters)    3431.94   (feet)  ADJUSTED  
 DR0157  ___________________________________________________________________
 DR0157  GEOID HEIGHT-         -23.21  (meters)                     GEOID03
 DR0157  DYNAMIC HT  -        1044.624 (meters)    3427.24  (feet)  COMP
 DR0157  MODELED GRAV-     979,232.8   (mgal)                       NAVD 88
 DR0157
 DR0157  VERT ORDER  -  SECOND    CLASS 0
 DR0157
 DR0157.The horizontal coordinates were scaled from a topographic map and have
 DR0157.an estimated accuracy of +/- 6 seconds.
 DR0157
 DR0157.The orthometric height was determined by differential leveling
 DR0157.and adjusted by the National Geodetic Survey in June 1991..
 DR0157
 DR0157.The geoid height was determined by GEOID03.
 DR0157
 DR0157.The dynamic height is computed by dividing the NAVD 88
 DR0157.geopotential number by the normal gravity value computed on the
 DR0157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0157.degrees latitude (g = 980.6199 gals.).
 DR0157
 DR0157.The modeled gravity was interpolated from observed gravity values.
 DR0157
 DR0157;                    North         East    Units  Estimated Accuracy
 DR0157;SPC NM E     -   245,010.      167,980.      MT  (+/- 180 meters Scaled)
 DR0157
 DR0157                          SUPERSEDED SURVEY CONTROL
 DR0157
 DR0157  NGVD 29 (??/??/92) 1045.580  (m)         3430.37   (f) ADJ UNCH    2 0
 DR0157
 DR0157.Superseded values are not recommended for survey control.
 DR0157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0157.See file dsdata.txt to determine how the superseded data were derived.
 DR0157
 DR0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES651747(NAD 83)
 DR0157_MARKER: DB = BENCH MARK DISK
 DR0157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR0157_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DR0157_STAMPING: A 204 1941
 DR0157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR0157+STABILITY: SURFACE MOTION
 DR0157
 DR0157  HISTORY     - Date     Condition        Report By
 DR0157  HISTORY     - 1941     MONUMENTED       CGS
 DR0157
 DR0157                          STATION DESCRIPTION
 DR0157
 DR0157'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 DR0157'5.0 MI E FROM DEXTER.
 DR0157'TO REACH BENCH MARK FROM THE DEXTER RAILROAD STATION GO EAST ON MAIN
 DR0157'ROAD THROUGH TOWN, GO 2.0 MILES. THENCE TURN LEFT (NORTH). GO 0.8
 DR0157'MILES. THENCE, TURN RIGHT (NORTHEAST) GO 0.3 MILES. THENCE, TURN RIGHT
 DR0157'(EASTERLY), GO 1.7 MILES.  THENCE TURN RIGHT (SOUTH), GO 0.2 MILES TO
 DR0157'SITE OF BENCH MARK.  BENCH MARK IS ABOUT 0.2 MILES SOUTH OF A CURVE IN
 DR0157'THE ROAD.  24 FEET EAST OF AND ABOUT 1 FOOT ABOVE THE CENTER LINE OF
 DR0157'THE ROAD.  3 FEET SOUTH OF A 4 X 4 INCH WOODEN MARKER POST.  1 FOOT
 DR0157'WEST OF THE RIGHT OF WAY FENCE, AND AT THE TOP OF A SMALL GRADE. THE
 DR0157'MONUMENT PROJECTS 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0102 ***********************************************************************
 CW0102  DESIGNATION -  A 205
 CW0102  PID         -  CW0102
 CW0102  STATE/COUNTY-  NM/CHAVES
 CW0102  USGS QUAD   -  RED LAKE (1975)
 CW0102
 CW0102                         *CURRENT SURVEY CONTROL
 CW0102  ___________________________________________________________________
 CW0102* NAD 83(1986)-  32 50 41.     (N)    104 08 23.     (W)     SCALED    
 CW0102* NAVD 88     -      1094.261  (meters)    3590.09   (feet)  ADJUSTED  
 CW0102  ___________________________________________________________________
 CW0102  GEOID HEIGHT-         -22.93  (meters)                     GEOID03
 CW0102  DYNAMIC HT  -        1092.753 (meters)    3585.14  (feet)  COMP
 CW0102  MODELED GRAV-     979,221.4   (mgal)                       NAVD 88
 CW0102
 CW0102  VERT ORDER  -  SECOND    CLASS 0
 CW0102
 CW0102.The horizontal coordinates were scaled from a topographic map and have
 CW0102.an estimated accuracy of +/- 6 seconds.
 CW0102
 CW0102.The orthometric height was determined by differential leveling
 CW0102.and adjusted by the National Geodetic Survey in June 1991..
 CW0102
 CW0102.The geoid height was determined by GEOID03.
 CW0102
 CW0102.The dynamic height is computed by dividing the NAVD 88
 CW0102.geopotential number by the normal gravity value computed on the
 CW0102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0102.degrees latitude (g = 980.6199 gals.).
 CW0102
 CW0102.The modeled gravity was interpolated from observed gravity values.
 CW0102
 CW0102;                    North         East    Units  Estimated Accuracy
 CW0102;SPC NM E     -   204,550.      183,120.      MT  (+/- 180 meters Scaled)
 CW0102
 CW0102                          SUPERSEDED SURVEY CONTROL
 CW0102
 CW0102  NGVD 29 (??/??/92) 1093.792  (m)         3588.55   (f) ADJ UNCH    2 0
 CW0102
 CW0102.Superseded values are not recommended for survey control.
 CW0102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0102.See file dsdata.txt to determine how the superseded data were derived.
 CW0102
 CW0102_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES805344(NAD 83)
 CW0102_MARKER: DB = BENCH MARK DISK
 CW0102_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CW0102_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CW0102_STAMPING: A 205 1941
 CW0102_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CW0102+STABILITY: SURFACE MOTION
 CW0102
 CW0102  HISTORY     - Date     Condition        Report By
 CW0102  HISTORY     - 1941     MONUMENTED       CGS
 CW0102
 CW0102                          STATION DESCRIPTION
 CW0102
 CW0102'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 CW0102'18.5 MI NE FROM ARTESIA.
 CW0102'TO REACH BENCH MARK FROM THE RAILROAD STATION IN ARTESIA, PROCEED EAST
 CW0102'ON STATE HIGHWAY NO. 83, GO 15.1 MILES TO INTERSECTION OF ROAD NORTH
 CW0102'THROUGH TURKEY TRACT.  THENCE, TURN LEFT (NORTH), ONTO TURKEY TRACT
 CW0102'ROAD, GO 3.1 MILES TO RANCH HOUSE, PASS RANCH HOUSE AND CONTINUE ON
 CW0102'NORTH 0.3 MILES TO SITE OF BENCH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0829 ***********************************************************************
 DR0829  DESIGNATION -  A 206
 DR0829  PID         -  DR0829
 DR0829  STATE/COUNTY-  NM/CHAVES
 DR0829  USGS QUAD   -  KING CAMP (1975)
 DR0829
 DR0829                         *CURRENT SURVEY CONTROL
 DR0829  ___________________________________________________________________
 DR0829* NAD 83(1986)-  33 03 44.     (N)    104 00 46.     (W)     SCALED    
 DR0829* NAVD 88     -      1191.167  (meters)    3908.02   (feet)  ADJUSTED  
 DR0829  ___________________________________________________________________
 DR0829  GEOID HEIGHT-         -22.60  (meters)                     GEOID03
 DR0829  DYNAMIC HT  -        1189.534 (meters)    3902.66  (feet)  COMP
 DR0829  MODELED GRAV-     979,224.8   (mgal)                       NAVD 88
 DR0829
 DR0829  VERT ORDER  -  SECOND    CLASS 0
 DR0829
 DR0829.The horizontal coordinates were scaled from a topographic map and have
 DR0829.an estimated accuracy of +/- 6 seconds.
 DR0829
 DR0829.The orthometric height was determined by differential leveling
 DR0829.and adjusted by the National Geodetic Survey in June 1991..
 DR0829
 DR0829.The geoid height was determined by GEOID03.
 DR0829
 DR0829.The dynamic height is computed by dividing the NAVD 88
 DR0829.geopotential number by the normal gravity value computed on the
 DR0829.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0829.degrees latitude (g = 980.6199 gals.).
 DR0829
 DR0829.The modeled gravity was interpolated from observed gravity values.
 DR0829
 DR0829;                    North         East    Units  Estimated Accuracy
 DR0829;SPC NM E     -   228,700.      194,930.      MT  (+/- 180 meters Scaled)
 DR0829
 DR0829                          SUPERSEDED SURVEY CONTROL
 DR0829
 DR0829  NGVD 29 (??/??/92) 1190.690  (m)         3906.46   (f) ADJ UNCH    2 0
 DR0829
 DR0829.Superseded values are not recommended for survey control.
 DR0829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0829.See file dsdata.txt to determine how the superseded data were derived.
 DR0829
 DR0829_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES921586(NAD 83)
 DR0829_MARKER: DB = BENCH MARK DISK
 DR0829_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR0829_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DR0829_STAMPING: A 206 1941
 DR0829_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR0829+STABILITY: SURFACE MOTION
 DR0829
 DR0829  HISTORY     - Date     Condition        Report By
 DR0829  HISTORY     - 1941     MONUMENTED       CGS
 DR0829
 DR0829                          STATION DESCRIPTION
 DR0829
 DR0829'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 DR0829'20.8 MI E FROM HAGERMAN.
 DR0829'TO REACH BENCH MARK FROM THE SCHOOL BUILDINGS IN HAGERMAN, PROCEED
 DR0829'EAST OF STATE HIGHWAY NO. 31, GO 18.4 MILES TO WHERE THE NEW HIGHWAY
 DR0829'CROSSES THE OLD RIGHT OF WAY.  THENCE, TURN RIGHT (SOUTHEAST), ONTO
 DR0829'THE OLD HIGHWAY, AND GO 2.4 MILES TO SITE OF BENCH MARK.  BENCH MARK
 DR0829'IS ABOUT MIDWAY BETWEEN TWO CURVES, ABOUT 0.2 MILES APART WHERE THE
 DR0829'ROAD IS ON A NARROW RIDGE.  18 FEET NORTH OF AND ABOUT THE SAME
 DR0829'ELEVATION AS THE CENTER LINE OF THE ROAD.  3 FEET WEST OF A 4 X 4 INCH
 DR0829'WOODEN MARKER POST.  THE MONUMENT PROJECTS 0.6 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0036 ***********************************************************************
 FO0036  DESIGNATION -  A 207
 FO0036  PID         -  FO0036
 FO0036  STATE/COUNTY-  NM/SANDOVAL
 FO0036  USGS QUAD   -  SANTO DOMINGO PUEBLO (1993)
 FO0036
 FO0036                         *CURRENT SURVEY CONTROL
 FO0036  ___________________________________________________________________
 FO0036* NAD 83(1986)-  35 30 51.     (N)    106 20 37.     (W)     SCALED    
 FO0036* NAVD 88     -      1596.567  (meters)    5238.07   (feet)  ADJUSTED  
 FO0036  ___________________________________________________________________
 FO0036  GEOID HEIGHT-         -20.51  (meters)                     GEOID03
 FO0036  DYNAMIC HT  -        1594.384 (meters)    5230.91  (feet)  COMP
 FO0036  MODELED GRAV-     979,211.7   (mgal)                       NAVD 88
 FO0036
 FO0036  VERT ORDER  -  FIRST     CLASS II
 FO0036
 FO0036.The horizontal coordinates were scaled from a topographic map and have
 FO0036.an estimated accuracy of +/- 6 seconds.
 FO0036
 FO0036.The orthometric height was determined by differential leveling
 FO0036.and adjusted by the National Geodetic Survey in June 1991..
 FO0036
 FO0036.The geoid height was determined by GEOID03.
 FO0036
 FO0036.The dynamic height is computed by dividing the NAVD 88
 FO0036.geopotential number by the normal gravity value computed on the
 FO0036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0036.degrees latitude (g = 980.6199 gals.).
 FO0036
 FO0036.The modeled gravity was interpolated from observed gravity values.
 FO0036
 FO0036;                    North         East    Units  Estimated Accuracy
 FO0036;SPC NM C     -   500,620.      491,510.      MT  (+/- 180 meters Scaled)
 FO0036
 FO0036                          SUPERSEDED SURVEY CONTROL
 FO0036
 FO0036.No superseded survey control is available for this station.
 FO0036
 FO0036_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV781308(NAD 83)
 FO0036_MARKER: DB = BENCH MARK DISK
 FO0036_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FO0036_STAMPING: A 207 1941
 FO0036_MARK LOGO: CGS   
 FO0036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO0036+STABILITY: SURFACE MOTION
 FO0036
 FO0036  HISTORY     - Date     Condition        Report By
 FO0036  HISTORY     - 1941     MONUMENTED       CGS
 FO0036  HISTORY     - 1951     GOOD             NGS
 FO0036  HISTORY     - 1954     GOOD             NGS
 FO0036  HISTORY     - 1984     GOOD             NGS
 FO0036
 FO0036                          STATION DESCRIPTION
 FO0036
 FO0036'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 FO0036'1.3 MI SW FROM DOMINGO.
 FO0036'1.3 MILES SOUTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 FO0036'FROM THE STATION AT DOMINGO, 6 POLES EAST OF SEMAPHORE 8661, 27 FEET
 FO0036'SOUTH OF THE SOUTH RAIL, SET IN THE TOP OF THE CENTER OF THE SOUTH
 FO0036'CONCRETE HEADWALL OF 48 INCH PIPE CULVERT 866 D.
 FO0036
 FO0036                          STATION RECOVERY (1954)
 FO0036
 FO0036'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 FO0036'RECOVERED IN GOOD CONDITION.
 FO0036
 FO0036                          STATION RECOVERY (1984)
 FO0036
 FO0036'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FO0036'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  2.1 KM (1.3 MI)
 FO0036'SOUTHWEST ALONG THE ATCHISON TOPEKA AND SANTA FE RAILROAD FROM THE
 FO0036'SANTO DOMINGO INDIAN TRADING POST IN DOMINGO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0197 ***********************************************************************
 GN0197  DESIGNATION -  A 208
 GN0197  PID         -  GN0197
 GN0197  STATE/COUNTY-  NM/RIO ARRIBA
 GN0197  USGS QUAD   -  CANJILON (1995)
 GN0197
 GN0197                         *CURRENT SURVEY CONTROL
 GN0197  ___________________________________________________________________
 GN0197* NAD 83(1986)-  36 29 11.     (N)    106 27 04.     (W)     SCALED    
 GN0197* NAVD 88     -      2351.756  (meters)    7715.72   (feet)  ADJUSTED  
 GN0197  ___________________________________________________________________
 GN0197  GEOID HEIGHT-         -18.02  (meters)                     GEOID03
 GN0197  DYNAMIC HT  -        2348.436 (meters)    7704.83  (feet)  COMP
 GN0197  MODELED GRAV-     979,135.9   (mgal)                       NAVD 88
 GN0197
 GN0197  VERT ORDER  -  SECOND    CLASS 0
 GN0197
 GN0197.The horizontal coordinates were scaled from a topographic map and have
 GN0197.an estimated accuracy of +/- 6 seconds.
 GN0197
 GN0197.The orthometric height was determined by differential leveling
 GN0197.and adjusted by the National Geodetic Survey in June 1991..
 GN0197
 GN0197.The geoid height was determined by GEOID03.
 GN0197
 GN0197.The dynamic height is computed by dividing the NAVD 88
 GN0197.geopotential number by the normal gravity value computed on the
 GN0197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GN0197.degrees latitude (g = 980.6199 gals.).
 GN0197
 GN0197.The modeled gravity was interpolated from observed gravity values.
 GN0197
 GN0197;                    North         East    Units  Estimated Accuracy
 GN0197;SPC NM C     -   608,500.      481,980.      MT  (+/- 180 meters Scaled)
 GN0197
 GN0197                          SUPERSEDED SURVEY CONTROL
 GN0197
 GN0197  NGVD 29 (??/??/92) 2350.444  (m)         7711.41   (f) ADJ UNCH    2 0
 GN0197
 GN0197.Superseded values are not recommended for survey control.
 GN0197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0197.See file dsdata.txt to determine how the superseded data were derived.
 GN0197
 GN0197_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCA700388(NAD 83)
 GN0197_MARKER: DB = BENCH MARK DISK
 GN0197_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GN0197_SP_SET: ABUTMENT
 GN0197_STAMPING: A 208 1941
 GN0197_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GN0197
 GN0197  HISTORY     - Date     Condition        Report By
 GN0197  HISTORY     - 1941     MONUMENTED       CGS
 GN0197  HISTORY     - 1952     GOOD             USGS
 GN0197
 GN0197                          STATION DESCRIPTION
 GN0197
 GN0197'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 GN0197'1.0 MI NW FROM CANJILON.
 GN0197'TO REACH FROM THE POST OFFICE, PROCEED NORTHWESTERLY ALONG U. S.
 GN0197'HIGHWAY NO. 285, GO 1.0 MILE.  BENCH MARK IS AT THE EASTERLY END OF A
 GN0197'LARGE WOODEN BRIDGE OVER A LARGE CREEK.  IT IS ABOUT 9.0 FEET
 GN0197'SOUTHERLY FROM AND ABOUT 3.0 FEET BELOW CENTER LINE OF THE ROAD.  IT
 GN0197'IS SET HORIZONTALLY IN THE SOUTHERLY END OF THE BRIDGE SEAT OF THE
 GN0197'EASTERLY CONCRETE ABUTMENT.  NOTE-- U.S. HIGHWAY 285 HAS BEEN
 GN0197'ABANDONED.
 GN0197
 GN0197                          STATION RECOVERY (1952)
 GN0197
 GN0197'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1952
 GN0197'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0024 ***********************************************************************
 FP0024  DESIGNATION -  A 209
 FP0024  PID         -  FP0024
 FP0024  STATE/COUNTY-  NM/MCKINLEY
 FP0024  USGS QUAD   -  CONTINENTAL DIVIDE (1995)
 FP0024
 FP0024                         *CURRENT SURVEY CONTROL
 FP0024  ___________________________________________________________________
 FP0024* NAD 83(1986)-  35 25 42.     (N)    108 19 10.     (W)     SCALED    
 FP0024* NAVD 88     -      2194.829  (meters)    7200.87   (feet)  POSTED    
 FP0024  ___________________________________________________________________
 FP0024  GEOID HEIGHT-         -20.27  (meters)                     GEOID03
 FP0024  DYNAMIC HT  -        2191.680 (meters)    7190.54  (feet)  COMP
 FP0024  MODELED GRAV-     979,120.8   (mgal)                       NAVD 88
 FP0024
 FP0024  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 FP0024
 FP0024.The horizontal coordinates were scaled from a topographic map and have
 FP0024.an estimated accuracy of +/- 6 seconds.
 FP0024
 FP0024.The orthometric height was determined by differential leveling
 FP0024.and adjusted by the National Geodetic Survey in 1992..
 FP0024.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 FP0024.rate of 2.1 thru 3.0 mm/km.
 FP0024
 FP0024.The geoid height was determined by GEOID03.
 FP0024
 FP0024.The dynamic height is computed by dividing the NAVD 88
 FP0024.geopotential number by the normal gravity value computed on the
 FP0024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0024.degrees latitude (g = 980.6199 gals.).
 FP0024
 FP0024.The modeled gravity was interpolated from observed gravity values.
 FP0024
 FP0024;                    North         East    Units  Estimated Accuracy
 FP0024;SPC NM W     -   491,210.      785,860.      MT  (+/- 180 meters Scaled)
 FP0024
 FP0024                          SUPERSEDED SURVEY CONTROL
 FP0024
 FP0024  NGVD 29 (??/??/92) 2193.725  (m)         7197.25   (f) ADJ UNCH    1 2
 FP0024
 FP0024.Superseded values are not recommended for survey control.
 FP0024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0024.See file dsdata.txt to determine how the superseded data were derived.
 FP0024
 FP0024_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYE433238(NAD 83)
 FP0024_MARKER: DB = BENCH MARK DISK
 FP0024_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FP0024_SP_SET: ABUTMENT
 FP0024_STAMPING: A 209 1941
 FP0024_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FP0024
 FP0024  HISTORY     - Date     Condition        Report By
 FP0024  HISTORY     - 1941     MONUMENTED       CGS
 FP0024  HISTORY     - 1962     MARK NOT FOUND   USGS
 FP0024  HISTORY     - 1982     MARK NOT FOUND   NGS
 FP0024
 FP0024                          STATION DESCRIPTION
 FP0024
 FP0024'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 FP0024'5.7 MI NW FROM THOREAU.
 FP0024'TO REACH FROM THE ATCHISON, TOPEKA AND SANTA FE RAILROAD STATION AT
 FP0024'THOREAU-- GO 5.7 MILES NORTHWESTERLY ALONG THE ATCHISON, TOPEKA AND
 FP0024'SANTA FE RIGHT-OF-WAY TO THE SITE OF BENCH MARK.  BENCH MARK IS SET
 FP0024'HORIZONTALLY IN THE SOUTHWEST END OF THE NORTHWEST ABUTMENT OF    OF
 FP0024'BRIDGE NO. A 132, BETWEEN THE NINTH AND TENTH POLES NORTHWEST OF MILE
 FP0024'POLE NO. 131, 11.4 FEET SOUTHWEST OF AND ABOUT 2.0 FEET BELOW THE
 FP0024'CENTERLINE OF THE MAIN SOUTH TRACKS.  IT IS 1.2 FEET NORTHEAST OF THE
 FP0024'SOUTHWEST END OF RED SANDSTONE ABUTMENT.
 FP0024
 FP0024                          STATION RECOVERY (1962)
 FP0024
 FP0024'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 FP0024'MARK NOT FOUND.
 FP0024
 FP0024                          STATION RECOVERY (1982)
 FP0024
 FP0024'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FP0024'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0440 ***********************************************************************
 FO0440  DESIGNATION -  A 21
 FO0440  PID         -  FO0440
 FO0440  STATE/COUNTY-  NM/SANDOVAL
 FO0440  USGS QUAD   -  SAN YSIDRO (1969)
 FO0440
 FO0440                         *CURRENT SURVEY CONTROL
 FO0440  ___________________________________________________________________
 FO0440* NAD 83(1986)-  35 32 40.     (N)    106 49 45.     (W)     SCALED    
 FO0440* NAVD 88     -      1679.619  (meters)    5510.55   (feet)  ADJUSTED  
 FO0440  ___________________________________________________________________
 FO0440  GEOID HEIGHT-         -20.34  (meters)                     GEOID03
 FO0440  DYNAMIC HT  -        1677.385 (meters)    5503.22  (feet)  COMP
 FO0440  MODELED GRAV-     979,244.4   (mgal)                       NAVD 88
 FO0440
 FO0440  VERT ORDER  -  SECOND    CLASS 0
 FO0440
 FO0440.The horizontal coordinates were scaled from a topographic map and have
 FO0440.an estimated accuracy of +/- 6 seconds.
 FO0440
 FO0440.The orthometric height was determined by differential leveling
 FO0440.and adjusted by the National Geodetic Survey in June 1991..
 FO0440
 FO0440.The geoid height was determined by GEOID03.
 FO0440
 FO0440.The dynamic height is computed by dividing the NAVD 88
 FO0440.geopotential number by the normal gravity value computed on the
 FO0440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0440.degrees latitude (g = 980.6199 gals.).
 FO0440
 FO0440.The modeled gravity was interpolated from observed gravity values.
 FO0440
 FO0440;                    North         East    Units  Estimated Accuracy
 FO0440;SPC NM C     -   504,130.      447,490.      MT  (+/- 180 meters Scaled)
 FO0440
 FO0440                          SUPERSEDED SURVEY CONTROL
 FO0440
 FO0440  NGVD 29 (??/??/92) 1678.725  (m)         5507.62   (f) ADJ UNCH    2 0
 FO0440
 FO0440.Superseded values are not recommended for survey control.
 FO0440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0440.See file dsdata.txt to determine how the superseded data were derived.
 FO0440
 FO0440_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV341349(NAD 83)
 FO0440_MARKER: DD = SURVEY DISK
 FO0440_SETTING: 66 = SET IN ROCK OUTCROP
 FO0440_SP_SET: SET IN ROCK OUTCROP
 FO0440_STAMPING: A 21 1938
 FO0440_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FO0440+STABILITY: POSITION/ELEVATION WELL
 FO0440
 FO0440  HISTORY     - Date     Condition        Report By
 FO0440  HISTORY     - 1938     MONUMENTED       USGS
 FO0440  HISTORY     - 1957     GOOD             NGS
 FO0440  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 FO0440
 FO0440                          STATION DESCRIPTION
 FO0440
 FO0440'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 FO0440'3.10 MI W FROM SAN YSIDRO.
 FO0440'ABOUT 3.10 MILES WEST ALONG STATE HIGHWAY 44 FROM THE TRIANGLE TAVERN
 FO0440'AT SAN YSIDRO, IN T. 15 N., R. 1 E., AND NEAR THE CENTER OF THE WEST
 FO0440'EDGE OF S. 10, NORTHWEST AND INSIDE OF A CURVE WITH TANGENTS WEST AND
 FO0440'NORTHEAST, 207 FEET NORTH OF A HIGHWAY RIGHT OF WAY MARKER NUMBER 171
 FO0440'+ 00, 195 FEET SOUTHEAST OF A TELEPHONE LINE, 167 FEET NORTHWEST OF
 FO0440'THE CENTERLINE OF THE HIGHWAY, 110 FEET NORTHWEST OF A FENCE LINE, 5
 FO0440'1/2 FEET ABOVE THE LEVEL OF THE HIGHWAY, SET IN THE TOP OF A ROCK
 FO0440'OUTCROP AT THE SOUTHEAST POINT OF A RIDGE AND ABOUT 4 FEET ABOVE THE
 FO0440'GROUND.
 FO0440
 FO0440                          STATION RECOVERY (1989)
 FO0440
 FO0440'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 FO0440'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0214 ***********************************************************************
 EP0214  DESIGNATION -  A 21
 EP0214  PID         -  EP0214
 EP0214  STATE/COUNTY-  NM/GUADALUPE
 EP0214  USGS QUAD   -  TEJON (1978)
 EP0214
 EP0214                         *CURRENT SURVEY CONTROL
 EP0214  ___________________________________________________________________
 EP0214* NAD 83(1986)-  34 33 09.     (N)    105 17 44.     (W)     SCALED    
 EP0214* NAVD 88     -      1858.485  (meters)    6097.38   (feet)  ADJUSTED  
 EP0214  ___________________________________________________________________
 EP0214  GEOID HEIGHT-         -20.56  (meters)                     GEOID03
 EP0214  DYNAMIC HT  -        1855.846 (meters)    6088.72  (feet)  COMP
 EP0214  MODELED GRAV-     979,149.0   (mgal)                       NAVD 88
 EP0214
 EP0214  VERT ORDER  -  FIRST     CLASS II
 EP0214
 EP0214.The horizontal coordinates were scaled from a topographic map and have
 EP0214.an estimated accuracy of +/- 6 seconds.
 EP0214
 EP0214.The orthometric height was determined by differential leveling
 EP0214.and adjusted by the National Geodetic Survey in June 1991..
 EP0214
 EP0214.The geoid height was determined by GEOID03.
 EP0214
 EP0214.The dynamic height is computed by dividing the NAVD 88
 EP0214.geopotential number by the normal gravity value computed on the
 EP0214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EP0214.degrees latitude (g = 980.6199 gals.).
 EP0214
 EP0214.The modeled gravity was interpolated from observed gravity values.
 EP0214
 EP0214;                    North         East    Units  Estimated Accuracy
 EP0214;SPC NM E     -   394,360.       76,690.      MT  (+/- 180 meters Scaled)
 EP0214
 EP0214                          SUPERSEDED SURVEY CONTROL
 EP0214
 EP0214  NGVD 29 (??/??/92) 1857.675  (m)         6094.72   (f) ADJ UNCH    1 2
 EP0214
 EP0214.Superseded values are not recommended for survey control.
 EP0214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EP0214.See file dsdata.txt to determine how the superseded data were derived.
 EP0214
 EP0214_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDU728234(NAD 83)
 EP0214_MARKER: DB = BENCH MARK DISK
 EP0214_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EP0214_SP_SET: CULVERT
 EP0214_STAMPING: 6094.722 A 21 1932
 EP0214_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EP0214
 EP0214  HISTORY     - Date     Condition        Report By
 EP0214  HISTORY     - 1932     MONUMENTED       CGS
 EP0214  HISTORY     - 1934     GOOD             NGS
 EP0214  HISTORY     - 1981     MARK NOT FOUND   NGS
 EP0214
 EP0214                          STATION DESCRIPTION
 EP0214
 EP0214'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 EP0214'5.6 MI SW FROM VAUGHN.
 EP0214'5.6 MILES SOUTHWEST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 EP0214'STATION AT VAUGHN, GUADALUPE COUNTY, 3 POLES SOUTH OF BLOCK SIGNAL
 EP0214'1519.9, AT CONCRETE ARCH CULVERT 1919.79, IN THE TOP OF THE SOUTHEAST
 EP0214'HEADWALL, 141 FEET WEST OF U.S. HIGHWAY 54, AND 17 FEET EAST OF THE
 EP0214'CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED 6094.722 A 21 1932.
 EP0214
 EP0214                          STATION RECOVERY (1981)
 EP0214
 EP0214'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 EP0214'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0692 ***********************************************************************
 FO0692  DESIGNATION -  A 210
 FO0692  PID         -  FO0692
 FO0692  STATE/COUNTY-  NM/CIBOLA
 FO0692  USGS QUAD   -  BLUEWATER (1980)
 FO0692
 FO0692                         *CURRENT SURVEY CONTROL
 FO0692  ___________________________________________________________________
 FO0692* NAD 83(1986)-  35 15 36.     (N)    107 58 01.     (W)     SCALED    
 FO0692* NAVD 88     -      2014.503  (meters)    6609.25   (feet)  ADJUSTED  
 FO0692  ___________________________________________________________________
 FO0692  GEOID HEIGHT-         -20.25  (meters)                     GEOID03
 FO0692  DYNAMIC HT  -        2011.652 (meters)    6599.89  (feet)  COMP
 FO0692  MODELED GRAV-     979,147.0   (mgal)                       NAVD 88
 FO0692
 FO0692  VERT ORDER  -  FIRST     CLASS II
 FO0692
 FO0692.The horizontal coordinates were scaled from a topographic map and have
 FO0692.an estimated accuracy of +/- 6 seconds.
 FO0692
 FO0692.The orthometric height was determined by differential leveling
 FO0692.and adjusted by the National Geodetic Survey in June 1991..
 FO0692.WARNING-Repeat measurements at this control monument indicate possible
 FO0692.vertical movement.
 FO0692
 FO0692.The geoid height was determined by GEOID03.
 FO0692
 FO0692.The dynamic height is computed by dividing the NAVD 88
 FO0692.geopotential number by the normal gravity value computed on the
 FO0692.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0692.degrees latitude (g = 980.6199 gals.).
 FO0692
 FO0692.The modeled gravity was interpolated from observed gravity values.
 FO0692
 FO0692;                    North         East    Units  Estimated Accuracy
 FO0692;SPC NM W     -   472,430.      817,840.      MT  (+/- 180 meters Scaled)
 FO0692
 FO0692                          SUPERSEDED SURVEY CONTROL
 FO0692
 FO0692  NGVD 29 (??/??/92) 2013.494  (m)         6605.94   (f) ADJ UNCH    1 2
 FO0692
 FO0692.Superseded values are not recommended for survey control.
 FO0692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0692.See file dsdata.txt to determine how the superseded data were derived.
 FO0692
 FO0692_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBV300059(NAD 83)
 FO0692_MARKER: DB = BENCH MARK DISK
 FO0692_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FO0692_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FO0692_STAMPING: A 210 1941
 FO0692_MARK LOGO: CGS   
 FO0692_PROJECTION: PROJECTING 35 CENTIMETERS
 FO0692_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO0692+STABILITY: SURFACE MOTION
 FO0692
 FO0692  HISTORY     - Date     Condition        Report By
 FO0692  HISTORY     - 1941     MONUMENTED       CGS
 FO0692  HISTORY     - 1949     GOOD             USGS
 FO0692  HISTORY     - 1982     GOOD             NGS
 FO0692
 FO0692                          STATION DESCRIPTION
 FO0692
 FO0692'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 FO0692'10.5 MI NW FROM GRANTS.
 FO0692'TO REACH FROM THE ATCHISON, TOPEKA AND SANTA FE RAILROAD STATION AT
 FO0692'GRANTS-- GO 10.5 MILES NORTHWESTERLY ALONG THE ATCHISON, TOPEKA AND
 FO0692'SANTA FE RAILROAD RIGHT-OF-WAY TO THE SITE OF BENCH MARK.  BENCH MARK
 FO0692'IS ABOUT 1.1 MILES SOUTHEAST OF STATION AT BLUEWATER, OPPOSITE MILE
 FO0692'POLE NO. 106, 96.0 FEET SOUTHWEST OF AND ABOUT 4.0 FEET BELOW THE
 FO0692'CENTERLINE OF THE MAIN SOUTH TRACKS.  IT IS 56.0 FEET NORTHEAST OF THE
 FO0692'CENTERLINE OF U.S. HIGHWAY NO. 66, 3.0 FEET EAST OF A 4X4-INCH WOODEN
 FO0692'MARKER POST AND 2.0 FEET NORTHEAST OF RIGHT-OF-WAY FENCE.  THE
 FO0692'MONUMENT PROJECTS 0.7 FOOT.
 FO0692
 FO0692                          STATION RECOVERY (1949)
 FO0692
 FO0692'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1949
 FO0692'RECOVERED IN GOOD CONDITION.
 FO0692
 FO0692                          STATION RECOVERY (1982)
 FO0692
 FO0692'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FO0692'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  17.0 KM (10.55
 FO0692'MI) NORTHWESTERLY ALONG THE SANTA FE RAILROAD FROM THE RAILROAD
 FO0692'STATION IN GRANTS, 0.8 KM (0.5 MI) SOUTHEAST OF A PAVED ROAD LEADING
 FO0692'SOUTHWEST, 24.7 METERS (81.0 FT) SOUTHWEST OF THE NEAR RAIL, 21.9
 FO0692'METERS (71.9 FT) SOUTHWEST OF MILEPOST 106, 19.7 METERS (64.6 FT)
 FO0692'NORTHEAST OF THE CENTERLINE OF THE NORTHWEST BOUND LANES OF STATE
 FO0692'HIGHWAY 122, AND 1.1 METERS (3.6 FT) SOUTHEAST OF A WOODEN WITNESS
 FO0692'POST.
 FO0692'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 FO0692'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0730 ***********************************************************************
 FO0730  DESIGNATION -  A 211
 FO0730  PID         -  FO0730
 FO0730  STATE/COUNTY-  NM/CIBOLA
 FO0730  USGS QUAD   -  MC CARTYS (1971)
 FO0730
 FO0730                         *CURRENT SURVEY CONTROL
 FO0730  ___________________________________________________________________
 FO0730* NAD 83(1986)-  35 03 50.     (N)    107 39 31.     (W)     SCALED    
 FO0730* NAVD 88     -      1876.311  (meters)    6155.86   (feet)  ADJUSTED  
 FO0730  ___________________________________________________________________
 FO0730  GEOID HEIGHT-         -20.69  (meters)                     GEOID03
 FO0730  DYNAMIC HT  -        1873.634 (meters)    6147.08  (feet)  COMP
 FO0730  MODELED GRAV-     979,141.3   (mgal)                       NAVD 88
 FO0730
 FO0730  VERT ORDER  -  FIRST     CLASS II
 FO0730
 FO0730.The horizontal coordinates were scaled from a topographic map and have
 FO0730.an estimated accuracy of +/- 6 seconds.
 FO0730
 FO0730.The orthometric height was determined by differential leveling
 FO0730.and adjusted by the National Geodetic Survey in June 1991..
 FO0730.WARNING-Repeat measurements at this control monument indicate possible
 FO0730.vertical movement.
 FO0730
 FO0730.The geoid height was determined by GEOID03.
 FO0730
 FO0730.The dynamic height is computed by dividing the NAVD 88
 FO0730.geopotential number by the normal gravity value computed on the
 FO0730.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0730.degrees latitude (g = 980.6199 gals.).
 FO0730
 FO0730.The modeled gravity was interpolated from observed gravity values.
 FO0730
 FO0730;                    North         East    Units  Estimated Accuracy
 FO0730;SPC NM W     -   450,680.      845,940.      MT  (+/- 180 meters Scaled)
 FO0730
 FO0730                          SUPERSEDED SURVEY CONTROL
 FO0730
 FO0730  NGVD 29 (??/??/92) 1875.251  (m)         6152.39   (f) ADJ UNCH    1 2
 FO0730
 FO0730.Superseded values are not recommended for survey control.
 FO0730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0730.See file dsdata.txt to determine how the superseded data were derived.
 FO0730
 FO0730_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBU575833(NAD 83)
 FO0730_MARKER: DB = BENCH MARK DISK
 FO0730_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FO0730_SP_SET: TANK BASE
 FO0730_STAMPING: A 211 1941
 FO0730_MARK LOGO: CGS   
 FO0730_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FO0730
 FO0730  HISTORY     - Date     Condition        Report By
 FO0730  HISTORY     - 1941     MONUMENTED       CGS
 FO0730  HISTORY     - 1982     GOOD             NGS
 FO0730
 FO0730                          STATION DESCRIPTION
 FO0730
 FO0730'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 FO0730'13.8 MI W FROM NEW LAGUNA.
 FO0730'12.7 MILES SOUTHEAST OF RAILROAD STATION AT GRANTS.  TO REACH FROM THE
 FO0730'RAILROAD STATION AT NEW LAGUNA-- GO 13.8 MILES WESTERLY ALONG THE
 FO0730'ATCHISON, TOPEKA AND SANTA FE RAILROAD RIGHT-OF-WAY TO SIDING MCCARTYS
 FO0730'AND SITE OF BENCH MARK.  BENCH MARK IS 10 POLES WEST OF MILE NO. 82,
 FO0730'81.0 FEET SOUTHEAST OF SIDING SIGN MCCARTYS AND SET HORIZONTALLY IN
 FO0730'THE CONCRETE BASE OF THE EAST WATER TANK.  IT IS 36.5 FEET SOUTH OF
 FO0730'AND ABOUT 1.5 FEET ABOVE THE CENTERLINE OF THE MAIN SOUTH TRACKS, 1.8
 FO0730'FEET WEST OF BOX HOUSING VALVE, 1.3 FEET EAST OF WIRES THAT GUIDE
 FO0730'WATER GUAGE AND 0.3 FOOT NORTH OF THE BASE OF TANK.
 FO0730
 FO0730                          STATION RECOVERY (1982)
 FO0730
 FO0730'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FO0730'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  8.0 KM (4.95
 FO0730'MI) SOUTHEASTERLY ALONG THE SANTA FE RAILROAD FROM THE RAILROAD
 FO0730'STATION IN GRANTS, THENCE 11.6 KM (7.2 MI) SOUTHEASTERLY ALONG A PAVED
 FO0730'ROAD, THENCE 2.7 KM (1.7 MI) EASTERLY ALONG THE SANTA FE RAILROAD, 0.5
 FO0730'KM (0.3 MI) NORTHWEST OF MILEPOST 82, IN THE NORTH EDGE OF A ROUND
 FO0730'CONCRETE FOUNDATION OF AN ABANDONED WATER TANK, 24.7 METERS (81.0 FT)
 FO0730'SOUTHWEST OF THE MCCARTYS SIDING SIGN, 18.7 METERS 61.4 FT) NORTHWEST
 FO0730'OF A RAILROAD SWITCH, 13.2 METERS (43.3 FT) NORTH OF A UTILITY POLE
 FO0730'WITH TELEPHONE BOX AND 5.1 METERS (16.7 FT) SOUTHWEST OF THE NEAR
 FO0730'RAIL.
 FO0730'THE MARK IS 0.3 METERS  NNE FROM A WITNESS POST.
 FO0730'THE MARK IS 0.3 M ABOVE THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0283 ***********************************************************************
 DR0283  DESIGNATION -  A 212
 DR0283  PID         -  DR0283
 DR0283  STATE/COUNTY-  NM/CHAVES
 DR0283  USGS QUAD   -  ROSWELL NORTH (1975)
 DR0283
 DR0283                         *CURRENT SURVEY CONTROL
 DR0283  ___________________________________________________________________
 DR0283* NAD 83(1986)-  33 24 30.     (N)    104 31 46.     (W)     SCALED    
 DR0283* NAVD 88     -      1100.968  (meters)    3612.09   (feet)  ADJUSTED  
 DR0283  ___________________________________________________________________
 DR0283  GEOID HEIGHT-         -23.18  (meters)                     GEOID03
 DR0283  DYNAMIC HT  -        1099.469 (meters)    3607.17  (feet)  COMP
 DR0283  MODELED GRAV-     979,238.2   (mgal)                       NAVD 88
 DR0283
 DR0283  VERT ORDER  -  FIRST     CLASS II
 DR0283
 DR0283.The horizontal coordinates were scaled from a topographic map and have
 DR0283.an estimated accuracy of +/- 6 seconds.
 DR0283
 DR0283.The orthometric height was determined by differential leveling
 DR0283.and adjusted by the National Geodetic Survey in June 1991..
 DR0283
 DR0283.The geoid height was determined by GEOID03.
 DR0283
 DR0283.The dynamic height is computed by dividing the NAVD 88
 DR0283.geopotential number by the normal gravity value computed on the
 DR0283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0283.degrees latitude (g = 980.6199 gals.).
 DR0283
 DR0283.The modeled gravity was interpolated from observed gravity values.
 DR0283
 DR0283;                    North         East    Units  Estimated Accuracy
 DR0283;SPC NM E     -   267,050.      146,760.      MT  (+/- 180 meters Scaled)
 DR0283
 DR0283                          SUPERSEDED SURVEY CONTROL
 DR0283
 DR0283  NGVD 29 (??/??/92) 1100.426  (m)         3610.31   (f) ADJ UNCH    1 2
 DR0283
 DR0283.Superseded values are not recommended for survey control.
 DR0283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0283.See file dsdata.txt to determine how the superseded data were derived.
 DR0283
 DR0283_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES437966(NAD 83)
 DR0283_MARKER: DB = BENCH MARK DISK
 DR0283_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DR0283_SP_SET: STEPS
 DR0283_STAMPING: A 212 1941
 DR0283_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR0283_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DR0283+SATELLITE: SATELLITE OBSERVATIONS - July 09, 2005
 DR0283
 DR0283  HISTORY     - Date     Condition        Report By
 DR0283  HISTORY     - 1941     MONUMENTED       CGS
 DR0283  HISTORY     - 1953     GOOD             NGS
 DR0283  HISTORY     - 20050709 GOOD             USPSQD
 DR0283
 DR0283                          STATION DESCRIPTION
 DR0283
 DR0283'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 DR0283'IN ROSWELL.
 DR0283'AT ROSWELL, CHAVES COUNTY, ON COLLEGE AVENUE, AT THE MARK-HOWELL
 DR0283'PUBLIC SCHOOL, AT THE MAIN ENTRANCE TO THE BUILDING, 5.2 FEET WEST OF
 DR0283'THE CENTER OF THE ENTRANCE, 1.5 FEET NORTH OF THE NORTH WALL, AT THE
 DR0283'WEST END OF THE STEPS, IN THE TOP OF THE WEST CONCRETE BANISTER, AND 4
 DR0283'FEET ABOVE THE GROUND.  A STANDARD DISK, STAMPED A 212 1941.
 DR0283
 DR0283                          STATION RECOVERY (2005)
 DR0283
 DR0283'RECOVERY NOTE BY US POWER SQUADRON 2005 (BJK)
 DR0283'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0022 ***********************************************************************
 DT0022  DESIGNATION -  A 213
 DT0022  PID         -  DT0022
 DT0022  STATE/COUNTY-  NM/CATRON
 DT0022  USGS QUAD   -  INDIAN PEAKS WEST (1981)
 DT0022
 DT0022                         *CURRENT SURVEY CONTROL
 DT0022  ___________________________________________________________________
 DT0022* NAD 83(1986)-  33 36 02.     (N)    108 03 12.     (W)     SCALED    
 DT0022* NAVD 88     -      2226.517  (meters)    7304.83   (feet)  ADJUSTED  
 DT0022  ___________________________________________________________________
 DT0022  GEOID HEIGHT-         -22.15  (meters)                     GEOID03
 DT0022  DYNAMIC HT  -        2222.901 (meters)    7292.97  (feet)  COMP
 DT0022  MODELED GRAV-     978,933.0   (mgal)                       NAVD 88
 DT0022
 DT0022  VERT ORDER  -  SECOND    CLASS 0
 DT0022
 DT0022.The horizontal coordinates were scaled from a topographic map and have
 DT0022.an estimated accuracy of +/- 6 seconds.
 DT0022
 DT0022.The orthometric height was determined by differential leveling
 DT0022.and adjusted by the National Geodetic Survey in June 1991..
 DT0022
 DT0022.The geoid height was determined by GEOID03.
 DT0022
 DT0022.The dynamic height is computed by dividing the NAVD 88
 DT0022.geopotential number by the normal gravity value computed on the
 DT0022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0022.degrees latitude (g = 980.6199 gals.).
 DT0022
 DT0022.The modeled gravity was interpolated from observed gravity values.
 DT0022
 DT0022;                    North         East    Units  Estimated Accuracy
 DT0022;SPC NM W     -   288,380.      809,580.      MT  (+/- 180 meters Scaled)
 DT0022
 DT0022                          SUPERSEDED SURVEY CONTROL
 DT0022
 DT0022  NGVD 29 (??/??/92) 2225.504  (m)         7301.51   (f) ADJ UNCH    2 0
 DT0022
 DT0022.Superseded values are not recommended for survey control.
 DT0022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0022.See file dsdata.txt to determine how the superseded data were derived.
 DT0022
 DT0022_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYC734217(NAD 83)
 DT0022_MARKER: DB = BENCH MARK DISK
 DT0022_SETTING: 80 = SET IN A BOULDER
 DT0022_SP_SET: BOULDER
 DT0022_STAMPING: A 213 1941
 DT0022_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DT0022+STABILITY: SURFACE MOTION
 DT0022
 DT0022  HISTORY     - Date     Condition        Report By
 DT0022  HISTORY     - 1941     MONUMENTED       CGS
 DT0022  HISTORY     - 1975     MARK NOT FOUND   USGS
 DT0022
 DT0022                          STATION DESCRIPTION
 DT0022
 DT0022'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 DT0022'15.6 MI NE FROM BEAVERHEAD.
 DT0022'TO REACH BENCH MARK FROM THE RANGER STATION AT BEAVERHEAD, PROCEED
 DT0022'NORTHWEST ON STATE HIGHWAY NO. 184, GO 6.2 MILES TO INTERSECTION OF
 DT0022'STATE HIGHWAYS NO. 184 AND NO. 145.  THENCE TURN RIGHT (NORTHEAST)
 DT0022'ONTO STATE HIGHWAYS NO. 184 AND NO. 145, GO 9.4 MILES TO WHERE THE
 DT0022'HIGHWAY CURVES SHARPLY AROUND A ROCKY HILL AND SITE OF BENCH MARK.
 DT0022'BENCH MARK IS ON TOP OF A BLACK BOULDER.  ABOUT 3.0 FEET IN DIAMETER
 DT0022'AND 2.0 FEET HIGH.  21.0 FEET SOUTHEAST OF A CURVE WHERE THE HIGHWAY
 DT0022'CURVES AROUND A ROCKY HILL.  2.0 FEET ABOVE THE CENTERLINE OF THE
 DT0022'HIGHWAY.
 DT0022
 DT0022                          STATION RECOVERY (1975)
 DT0022
 DT0022'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 DT0022'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0274 ***********************************************************************
 DQ0274  DESIGNATION -  A 215
 DQ0274  PID         -  DQ0274
 DQ0274  STATE/COUNTY-  NM/ROOSEVELT
 DQ0274  USGS QUAD   -  MILNESAND NW (1984)
 DQ0274
 DQ0274                         *CURRENT SURVEY CONTROL
 DQ0274  ___________________________________________________________________
 DQ0274* NAD 83(1986)-  33 39 26.     (N)    103 26 32.     (W)     SCALED    
 DQ0274* NAVD 88     -      1304.475  (meters)    4279.77   (feet)  ADJUSTED  
 DQ0274  ___________________________________________________________________
 DQ0274  GEOID HEIGHT-         -22.51  (meters)                     GEOID03
 DQ0274  DYNAMIC HT  -        1302.703 (meters)    4273.95  (feet)  COMP
 DQ0274  MODELED GRAV-     979,232.2   (mgal)                       NAVD 88
 DQ0274
 DQ0274  VERT ORDER  -  SECOND    CLASS 0
 DQ0274
 DQ0274.The horizontal coordinates were scaled from a topographic map and have
 DQ0274.an estimated accuracy of +/- 6 seconds.
 DQ0274
 DQ0274.The orthometric height was determined by differential leveling
 DQ0274.and adjusted by the National Geodetic Survey in June 1991..
 DQ0274
 DQ0274.The geoid height was determined by GEOID03.
 DQ0274
 DQ0274.The dynamic height is computed by dividing the NAVD 88
 DQ0274.geopotential number by the normal gravity value computed on the
 DQ0274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0274.degrees latitude (g = 980.6199 gals.).
 DQ0274
 DQ0274.The modeled gravity was interpolated from observed gravity values.
 DQ0274
 DQ0274;                    North         East    Units  Estimated Accuracy
 DQ0274;SPC NM E     -   295,000.      247,650.      MT  (+/- 180 meters Scaled)
 DQ0274
 DQ0274                          SUPERSEDED SURVEY CONTROL
 DQ0274
 DQ0274  NGVD 29 (??/??/92) 1303.934  (m)         4277.99   (f) ADJ UNCH    2 0
 DQ0274
 DQ0274.Superseded values are not recommended for survey control.
 DQ0274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0274.See file dsdata.txt to determine how the superseded data were derived.
 DQ0274
 DQ0274_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFT444252(NAD 83)
 DQ0274_MARKER: DB = BENCH MARK DISK
 DQ0274_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0274_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DQ0274_STAMPING: A 215 1943
 DQ0274_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0274+STABILITY: SURFACE MOTION
 DQ0274
 DQ0274  HISTORY     - Date     Condition        Report By
 DQ0274  HISTORY     - 1943     MONUMENTED       CGS
 DQ0274  HISTORY     - 1972     MARK NOT FOUND   USGS
 DQ0274
 DQ0274                          STATION DESCRIPTION
 DQ0274
 DQ0274'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 DQ0274'7.1 MI NW FROM MILNESAND.
 DQ0274'THIS MARK IS ABOUT 7.1 MILES NORTHWEST FROM THE POST OFFICE AT
 DQ0274'MILNESAND, ROOSEVELT COUNTY, 0.6 MILE WEST OF A BUNGALOW NORTH OF THE
 DQ0274'ROAD, SET AT A POINT WHERE A FENCE RUNNING NORTH-SOUTH INTERSECTS THE
 DQ0274'FENCE RUNNING PARALLEL WITH THE ROAD, 2.0 FEET NORTH OF THE FENCE
 DQ0274'RUNNING EAST-WEST, 34.0 FEET SOUTH OF THE CENTER LINE OF THE ROAD,
 DQ0274'PROJECTING ABOUT 6-INCHES ABOVE THE GROUND, 2.0 FEET NORTHEAST OF A
 DQ0274'WHITE REFERENCE POST.
 DQ0274
 DQ0274                          STATION RECOVERY (1972)
 DQ0274
 DQ0274'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 DQ0274'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0309 ***********************************************************************
 CV0309  DESIGNATION -  A 216 RESET
 CV0309  PID         -  CV0309
 CV0309  STATE/COUNTY-  NM/LEA
 CV0309  USGS QUAD   -  HOBBS WEST (1979)
 CV0309
 CV0309                         *CURRENT SURVEY CONTROL
 CV0309  ___________________________________________________________________
 CV0309* NAD 83(1986)-  32 41 48.     (N)    103 13 35.     (W)     SCALED    
 CV0309* NAVD 88     -      1117.45   (meters)    3666.2    (feet)  RESET     
 CV0309  ___________________________________________________________________
 CV0309  GEOID HEIGHT-         -21.67  (meters)                     GEOID03
 CV0309
 CV0309  VERT ORDER  -  THIRD
 CV0309
 CV0309.The horizontal coordinates were scaled from a topographic map and have
 CV0309.an estimated accuracy of +/- 6 seconds.
 CV0309
 CV0309.The orthometric height was computed from unverified reset data.
 CV0309
 CV0309.The geoid height was determined by GEOID03.
 CV0309
 CV0309;                    North         East    Units  Estimated Accuracy
 CV0309;SPC NM E     -   188,660.      268,790.      MT  (+/- 180 meters Scaled)
 CV0309
 CV0309                          SUPERSEDED SURVEY CONTROL
 CV0309
 CV0309.No superseded survey control is available for this station.
 CV0309
 CV0309_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFS662190(NAD 83)
 CV0309_MARKER: DB = BENCH MARK DISK
 CV0309_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0309_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CV0309_STAMPING: A 216 RESET 1972
 CV0309_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CV0309+STABILITY: SURFACE MOTION
 CV0309
 CV0309  HISTORY     - Date     Condition        Report By
 CV0309  HISTORY     - 1972     MONUMENTED       NMHD
 CV0309
 CV0309                          STATION DESCRIPTION
 CV0309
 CV0309'DESCRIBED BY NM HIGHWAY DEPT 1972
 CV0309'5 MI W FROM HOBBS.
 CV0309'ABOUT 5 MILES WEST ALONG U. S. HIGHWAY 62-180 FROM THE TEXAS-NEW
 CV0309'MEXICO RAILWAY STATION AT HOBBS, 100 FEET NORTH OF THE CENTER LINE OF
 CV0309'THE HIGHWAY AND MEDIAN DROP INLET, 47 FEET WEST OF THE CENTER LINE OF
 CV0309'A STEEL GATE, 5 FEET EAST OF THE EAST STEEL PIPE FENCE BRACE POST OF
 CV0309'THE TEXAS-NEW MEXICO PIPE LINE COMPANY AND BELIEVED TO BE SET IN THE
 CV0309'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0644 ***********************************************************************
 FO0644  DESIGNATION -  A 217
 FO0644  PID         -  FO0644
 FO0644  STATE/COUNTY-  NM/CIBOLA
 FO0644  USGS QUAD   -  MESITA (1971)
 FO0644
 FO0644                         *CURRENT SURVEY CONTROL
 FO0644  ___________________________________________________________________
 FO0644* NAD 83(1986)-  35 02 57.     (N)    107 20 24.     (W)     SCALED    
 FO0644* NAVD 88     -      1735.199  (meters)    5692.90   (feet)  POSTED    
 FO0644  ___________________________________________________________________
 FO0644  GEOID HEIGHT-         -20.93  (meters)                     GEOID03
 FO0644  DYNAMIC HT  -        1732.800 (meters)    5685.03  (feet)  COMP
 FO0644  MODELED GRAV-     979,189.4   (mgal)                       NAVD 88
 FO0644
 FO0644  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FO0644
 FO0644.The horizontal coordinates were scaled from a topographic map and have
 FO0644.an estimated accuracy of +/- 6 seconds.
 FO0644
 FO0644.The orthometric height was determined by differential leveling
 FO0644.and adjusted by the National Geodetic Survey in 1992..
 FO0644.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FO0644.rate of 0.0 thru 1.0 mm/km.
 FO0644
 FO0644.The geoid height was determined by GEOID03.
 FO0644
 FO0644.The dynamic height is computed by dividing the NAVD 88
 FO0644.geopotential number by the normal gravity value computed on the
 FO0644.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0644.degrees latitude (g = 980.6199 gals.).
 FO0644
 FO0644.The modeled gravity was interpolated from observed gravity values.
 FO0644
 FO0644;                    North         East    Units  Estimated Accuracy
 FO0644;SPC NM W     -   449,150.      875,010.      MT  (+/- 180 meters Scaled)
 FO0644
 FO0644                          SUPERSEDED SURVEY CONTROL
 FO0644
 FO0644  NGVD 29 (??/??/92) 1734.243  (m)         5689.76   (f) ADJ UNCH    1 2
 FO0644
 FO0644.Superseded values are not recommended for survey control.
 FO0644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0644.See file dsdata.txt to determine how the superseded data were derived.
 FO0644
 FO0644_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBU865809(NAD 83)
 FO0644_MARKER: DB = BENCH MARK DISK
 FO0644_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FO0644_SP_SET: CLIFF
 FO0644_STAMPING: A 217 1941
 FO0644_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FO0644
 FO0644  HISTORY     - Date     Condition        Report By
 FO0644  HISTORY     - 1941     MONUMENTED       CGS
 FO0644
 FO0644                          STATION DESCRIPTION
 FO0644
 FO0644'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 FO0644'7.0 MI E FROM NEW LAGUNA.
 FO0644'TO REACH FROM THE ATCHISON TOPEKA AND SANTA FE RAILROAD STATION AT NEW
 FO0644'LAGUNA-- GO 7.0 MILES EASTERLY ALONG THE ATCHISON TOPEKA AND SANTA FE
 FO0644'RIGHT-OF-WAY TO THE SITE OF BENCH MARK.  BENCH MARK IS AT THE NORTH
 FO0644'END OF A CURVE, 68.0 FEET SOUTHEAST OF THE SOUTH ABUTMENT OF DOUBLE
 FO0644'STEEL GIRDER BRIDGE NO. B 62, AND 51.0 FEET EAST OF AND ABOUT 1.5 FEET
 FO0644'BELOW THE CENTERLINE OF THE MAIN NORTH TRACKS.  IT IS SET HORIZONTALLY
 FO0644'IN THE NORTHWEST POINT OF RED SANDSTONE CLIFF, ABOUT 3.0 FEET ABOVE
 FO0644'THE BASE, 9.0 FEET SOUTH OF PILE OF LARGE BOULDERS AND 1.0 FOOT WEST
 FO0644'OF RIGHT-OF-WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0127 ***********************************************************************
 ER0127  DESIGNATION -  A 218
 ER0127  PID         -  ER0127
 ER0127  STATE/COUNTY-  NM/CIBOLA
 ER0127  USGS QUAD   -  ATARQUE LAKE (1972)
 ER0127
 ER0127                         *CURRENT SURVEY CONTROL
 ER0127  ___________________________________________________________________
 ER0127* NAD 83(1986)-  34 51 04.     (N)    108 47 58.     (W)     SCALED    
 ER0127* NAVD 88     -      2168.549  (meters)    7114.65   (feet)  ADJUSTED  
 ER0127  ___________________________________________________________________
 ER0127  GEOID HEIGHT-         -22.04  (meters)                     GEOID03
 ER0127  DYNAMIC HT  -        2165.320 (meters)    7104.05  (feet)  COMP
 ER0127  MODELED GRAV-     979,067.7   (mgal)                       NAVD 88
 ER0127
 ER0127  VERT ORDER  -  SECOND    CLASS 0
 ER0127
 ER0127.The horizontal coordinates were scaled from a topographic map and have
 ER0127.an estimated accuracy of +/- 6 seconds.
 ER0127
 ER0127.The orthometric height was determined by differential leveling
 ER0127.and adjusted by the National Geodetic Survey in June 1991..
 ER0127
 ER0127.The geoid height was determined by GEOID03.
 ER0127
 ER0127.The dynamic height is computed by dividing the NAVD 88
 ER0127.geopotential number by the normal gravity value computed on the
 ER0127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0127.degrees latitude (g = 980.6199 gals.).
 ER0127
 ER0127.The modeled gravity was interpolated from observed gravity values.
 ER0127
 ER0127;                    North         East    Units  Estimated Accuracy
 ER0127;SPC NM W     -   427,490.      741,650.      MT  (+/- 180 meters Scaled)
 ER0127
 ER0127                          SUPERSEDED SURVEY CONTROL
 ER0127
 ER0127  NGVD 29 (??/??/92) 2167.544  (m)         7111.35   (f) ADJ UNCH    2 0
 ER0127
 ER0127.Superseded values are not recommended for survey control.
 ER0127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0127.See file dsdata.txt to determine how the superseded data were derived.
 ER0127
 ER0127_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYD011587(NAD 83)
 ER0127_MARKER: DB = BENCH MARK DISK
 ER0127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ER0127_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ER0127_STAMPING: A 218 1941
 ER0127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0127+STABILITY: SURFACE MOTION
 ER0127
 ER0127  HISTORY     - Date     Condition        Report By
 ER0127  HISTORY     - 1941     MONUMENTED       CGS
 ER0127  HISTORY     - 1972     GOOD             NGS
 ER0127  HISTORY     - 1972     GOOD             USGS
 ER0127
 ER0127                          STATION DESCRIPTION
 ER0127
 ER0127'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 ER0127'10.1 MI N FROM ATARQUE.
 ER0127'TO REACH FROM THE CATHOLIC CHURCH IN ATARQUE-- GO 10.1 MILES NORTHERLY
 ER0127'ALONG THE ROAD TO ZUNI TO THE SITE OF BENCH MARK.  BENCH MARK IS ABOUT
 ER0127'0.6 MILE NORTH OF THE SOUTH BOUNDARY FENCE OF THE JUAN BARLEA RANCH
 ER0127'ABOUT 0.5 MILE SOUTH OF NORTH BOUNDARY LINE FENCE OF THE JUAN BARLEA
 ER0127'RANCH AND AT THE SUMMIT OF A HILL.  IT IS 25.0 FEET EAST OF AND ABOUT
 ER0127'THE SAME ELEVATION AS THE CENTERLINE OF THE ROAD, 12.0 FEET EAST OF A
 ER0127'CEDAR TREE AND 3.0 FEET EAST OF A 4X4-INCH WOODEN MARKER POST. THE
 ER0127'MONUMENT PROJECTS 0.6 FOOT.
 ER0127
 ER0127                          STATION RECOVERY (1972)
 ER0127
 ER0127'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 ER0127'RECOVERED IN GOOD CONDITION.
 ER0127
 ER0127                          STATION RECOVERY (1972)
 ER0127
 ER0127'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 ER0127'A 218 -- 18 MI ( ALONG STATE HWY 32 FROM FENCE LAKE, VALENCIA CO., TO
 ER0127'A GRADED RD. LEADING W TO ATARQUE RANCH HDQ THENCE W ALONG GRADED RD
 ER0127'6 MI TO ATARQUE RANCH. TURN N ALONG TRACK RAD. 0.55 MI TO A RD. FK.
 ER0127'TAKE LEFT FK AND CONTINUE NORTHERNLY 3 MI TO A STOCK TANK. CONTINUE
 ER0127'IN A NORTHERLY DIRECTION 1.9 MI. FROM STOCK TANK TO A RD. FK. TAKE
 ER0127'LEFT FORK AND CONTINUE N ABOUT 0.5 MI. TO THE SECOND RIDGE LINE N OF
 ER0127'THE FK. AND BM. ON THE SUMMIT OF A RIDGE, 25 FT. E OF THE CENTERLINE
 ER0127'OF THE RD. A STANDARD DISK, STAMPED "A 218 1941" AND SET IN THE TOP
 ER0127'OF A CONCRETE POST PROJECTING 0.6 FT. ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0935 ***********************************************************************
 CX0935  DESIGNATION -  A 219
 CX0935  PID         -  CX0935
 CX0935  STATE/COUNTY-  NM/SIERRA
 CX0935  USGS QUAD   -  CABALLO (1980)
 CX0935
 CX0935                         *CURRENT SURVEY CONTROL
 CX0935  ___________________________________________________________________
 CX0935* NAD 83(1986)-  32 57 36.     (N)    107 19 31.     (W)     SCALED    
 CX0935* NAVD 88     -      1376.367  (meters)    4515.63   (feet)  ADJUSTED  
 CX0935  ___________________________________________________________________
 CX0935  GEOID HEIGHT-         -23.59  (meters)                     GEOID03
 CX0935  DYNAMIC HT  -        1374.330 (meters)    4508.95  (feet)  COMP
 CX0935  MODELED GRAV-     979,110.2   (mgal)                       NAVD 88
 CX0935
 CX0935  VERT ORDER  -  FIRST     CLASS II
 CX0935
 CX0935.The horizontal coordinates were scaled from a topographic map and have
 CX0935.an estimated accuracy of +/- 6 seconds.
 CX0935
 CX0935.The orthometric height was determined by differential leveling
 CX0935.and adjusted by the National Geodetic Survey in June 1991..
 CX0935
 CX0935.The geoid height was determined by GEOID03.
 CX0935
 CX0935.The dynamic height is computed by dividing the NAVD 88
 CX0935.geopotential number by the normal gravity value computed on the
 CX0935.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0935.degrees latitude (g = 980.6199 gals.).
 CX0935
 CX0935.The modeled gravity was interpolated from observed gravity values.
 CX0935
 CX0935;                    North         East    Units  Estimated Accuracy
 CX0935;SPC NM W     -   217,430.      877,500.      MT  (+/- 180 meters Scaled)
 CX0935
 CX0935                          SUPERSEDED SURVEY CONTROL
 CX0935
 CX0935  NGVD 29 (??/??/92) 1375.715  (m)         4513.49   (f) ADJ UNCH    1 2
 CX0935
 CX0935.Superseded values are not recommended for survey control.
 CX0935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0935.See file dsdata.txt to determine how the superseded data were derived.
 CX0935
 CX0935_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBS826492(NAD 83)
 CX0935_MARKER: DB = BENCH MARK DISK
 CX0935_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX0935_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CX0935_STAMPING: A 219 1941
 CX0935_PROJECTION: RECESSED 2 CENTIMETERS
 CX0935_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX0935+STABILITY: SURFACE MOTION
 CX0935
 CX0935  HISTORY     - Date     Condition        Report By
 CX0935  HISTORY     - 1941     MONUMENTED       CGS
 CX0935  HISTORY     - 1953     GOOD             NGS
 CX0935  HISTORY     - 1980     GOOD             NGS
 CX0935
 CX0935                          STATION DESCRIPTION
 CX0935
 CX0935'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CX0935'14.55 MI S FROM HOT SPRINGS.
 CX0935'13.6 MILES SOUTH ALONG U.S. HIGHWAY 85 FROM THE NORTHWEST ENTRANCE TO
 CX0935'THE CARRIE TINGLE CHILDRENS HOSPITAL AT HOT SPRINGS, THENCE 0.95 MILE
 CX0935'WEST ALONG NEW MEXICO STATE HIGHWAY 180, ABOUT 300 FEET EAST OF THE
 CX0935'CREST OF A HILL, 180 FEET NORTHWEST OF THE WEST END OF AN 8-FOOT CUT,
 CX0935'88 FEET SOUTHEAST OF A TELEPHONE POLE, 49 FEET NORTHEAST OF THE CENTER
 CX0935'LINE OF THE HIGHWAY, ABOUT 4 FEET HIGHER THAN THE HIGHWAY, 1.5 FEET
 CX0935'NORTHEAST OF A REFERENCE POST, AND SET IN THE TOP OF A CONCRETE POST
 CX0935'WHICH IS FLUSH WITH THE GROUND.
 CX0935
 CX0935                          STATION RECOVERY (1980)
 CX0935
 CX0935'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CX0935'2.1 KILOMETERS (1.3 MILES) SOUTH ALONG U.S. HIGHWAY 85 FROM THE
 CX0935'POST OFFICE IN CABALLO, THENCE 1.6 KILOMETERS (1.0 MILE)
 CX0935'NORTHWEST ALONG STATE HIGHWAY 90, 0.4 KILOMETER (0.25 MILE)
 CX0935'SOUTHEAST OF HIGHWAY MILE POST NUMBER 115, 27.5 METERS (90.2 FEET)
 CX0935'SOUTHEAST OF A TELEPHONE POLE WITH ONE GUY WIRE AND 14.4 METERS
 CX0935'(47.2 FEET) NORTHEAST OF THE CENTER LIINE OF THE HIGHWAY
 CX0935'THE MARK IS 0.2 METERS  S FROM A WITNESS POST.
 CX0935'THE MARK IS 0.7 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0266 ***********************************************************************
 CX0266  DESIGNATION -  A 22
 CX0266  PID         -  CX0266
 CX0266  STATE/COUNTY-  NM/OTERO
 CX0266  USGS QUAD   -  TRES HERMANOS SE (1982)
 CX0266
 CX0266                         *CURRENT SURVEY CONTROL
 CX0266  ___________________________________________________________________
 CX0266* NAD 83(1986)-  32 35 17.     (N)    106 00 48.     (W)     SCALED    
 CX0266* NAVD 88     -      1229.787  (meters)    4034.73   (feet)  POSTED    
 CX0266  ___________________________________________________________________
 CX0266  GEOID HEIGHT-         -22.77  (meters)                     GEOID03
 CX0266  DYNAMIC HT  -        1227.990 (meters)    4028.83  (feet)  COMP
 CX0266  MODELED GRAV-     979,131.1   (mgal)                       NAVD 88
 CX0266
 CX0266  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 CX0266
 CX0266.The horizontal coordinates were scaled from a topographic map and have
 CX0266.an estimated accuracy of +/- 6 seconds.
 CX0266
 CX0266.The orthometric height was determined by differential leveling
 CX0266.and adjusted by the National Geodetic Survey in 1992..
 CX0266.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 CX0266.rate of 0.0 thru 1.0 mm/km.
 CX0266
 CX0266.The geoid height was determined by GEOID03.
 CX0266
 CX0266.The dynamic height is computed by dividing the NAVD 88
 CX0266.geopotential number by the normal gravity value computed on the
 CX0266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0266.degrees latitude (g = 980.6199 gals.).
 CX0266
 CX0266.The modeled gravity was interpolated from observed gravity values.
 CX0266
 CX0266;                    North         East    Units  Estimated Accuracy
 CX0266;SPC NM C     -   176,100.      522,220.      MT  (+/- 180 meters Scaled)
 CX0266
 CX0266                          SUPERSEDED SURVEY CONTROL
 CX0266
 CX0266  NGVD 29 (??/??/92) 1229.211  (m)         4032.84   (f) ADJ UNCH    1 2
 CX0266
 CX0266.Superseded values are not recommended for survey control.
 CX0266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0266.See file dsdata.txt to determine how the superseded data were derived.
 CX0266
 CX0266_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDS048060(NAD 83)
 CX0266_MARKER: DB = BENCH MARK DISK
 CX0266_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX0266_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CX0266_STAMPING: 4032.836 A 22 1932
 CX0266_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX0266+STABILITY: SURFACE MOTION
 CX0266
 CX0266  HISTORY     - Date     Condition        Report By
 CX0266  HISTORY     - 1932     MONUMENTED       CGS
 CX0266  HISTORY     - 1954     GOOD             DOD
 CX0266  HISTORY     - 1974     MARK NOT FOUND   USGS
 CX0266  HISTORY     - 1980     MARK NOT FOUND   NGS
 CX0266
 CX0266                          STATION DESCRIPTION
 CX0266
 CX0266'DESCRIBED BY US DEPARTMENT OF DEFENSE 1954
 CX0266'16.2 MI N FROM OROGRANDE.
 CX0266'16.2 MILES NORTH ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 CX0266'STATION AT OROGRANDE, OTERO COUNTY, 0.9 MILE SOUTH OF ESCONDIDA,
 CX0266'OPPOSITE BLOCK SIGNAL 1361.2, 95 FEET WEST OF THE CENTERLINE OF THE
 CX0266'TRACK, AND 6 FEET EAST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK,
 CX0266'STAMPED 4032.836 A 22 1932 AND SET IN THE TOP OF A CONCRETE POST.
 CX0266
 CX0266                          STATION RECOVERY (1974)
 CX0266
 CX0266'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 CX0266'MARK NOT FOUND.
 CX0266
 CX0266                          STATION RECOVERY (1980)
 CX0266
 CX0266'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CX0266'A THOROUGH SEARCH OF THE AREA REVEALED NO EVIDENCE OF THIS MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0443 ***********************************************************************
 FO0443  DESIGNATION -  A 22
 FO0443  PID         -  FO0443
 FO0443  STATE/COUNTY-  NM/SANDOVAL
 FO0443  USGS QUAD   -  SAN YSIDRO (1969)
 FO0443
 FO0443                         *CURRENT SURVEY CONTROL
 FO0443  ___________________________________________________________________
 FO0443* NAD 83(1986)-  35 34 02.     (N)    106 51 33.     (W)     SCALED    
 FO0443* NAVD 88     -      1714.265  (meters)    5624.22   (feet)  ADJUSTED  
 FO0443  ___________________________________________________________________
 FO0443  GEOID HEIGHT-         -20.26  (meters)                     GEOID03
 FO0443  DYNAMIC HT  -        1711.978 (meters)    5616.71  (feet)  COMP
 FO0443  MODELED GRAV-     979,239.0   (mgal)                       NAVD 88
 FO0443
 FO0443  VERT ORDER  -  SECOND    CLASS 0
 FO0443
 FO0443.The horizontal coordinates were scaled from a topographic map and have
 FO0443.an estimated accuracy of +/- 6 seconds.
 FO0443
 FO0443.The orthometric height was determined by differential leveling
 FO0443.and adjusted by the National Geodetic Survey in June 1991..
 FO0443
 FO0443.The geoid height was determined by GEOID03.
 FO0443
 FO0443.The dynamic height is computed by dividing the NAVD 88
 FO0443.geopotential number by the normal gravity value computed on the
 FO0443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0443.degrees latitude (g = 980.6199 gals.).
 FO0443
 FO0443.The modeled gravity was interpolated from observed gravity values.
 FO0443
 FO0443;                    North         East    Units  Estimated Accuracy
 FO0443;SPC NM C     -   506,670.      444,780.      MT  (+/- 180 meters Scaled)
 FO0443
 FO0443                          SUPERSEDED SURVEY CONTROL
 FO0443
 FO0443  NGVD 29 (??/??/92) 1713.362  (m)         5621.26   (f) ADJ UNCH    2 0
 FO0443
 FO0443.Superseded values are not recommended for survey control.
 FO0443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0443.See file dsdata.txt to determine how the superseded data were derived.
 FO0443
 FO0443_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV315375(NAD 83)
 FO0443_MARKER: DD = SURVEY DISK
 FO0443_SETTING: 80 = SET IN A BOULDER
 FO0443_STAMPING: A 22 1938
 FO0443_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO0443+STABILITY: SURFACE MOTION
 FO0443
 FO0443  HISTORY     - Date     Condition        Report By
 FO0443  HISTORY     - 1938     MONUMENTED       USGS
 FO0443  HISTORY     - 1957     GOOD             NGS
 FO0443
 FO0443                          STATION DESCRIPTION
 FO0443
 FO0443'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 FO0443'6.0 MI W FROM SAN YSIDRO.
 FO0443'ABOUT 6.0 MILES WEST ALONG STATE HIGHWAY 44 FROM THE TRIANGLE TAVERN
 FO0443'AT SAN YSIDRO, 0.2 MILE SOUTHEAST FROM THE CENTER OF A WOODEN HIGHWAY
 FO0443'BRIDGE, INSIDE AND WEST OF A CURVE WITH TANGENTS SOUTH-SOUTHWEST AND
 FO0443'NORTHWEST, 333 FEET NORTH OF A HIGHWAY RIGHT OF WAY MARKER NUMBER 40 +
 FO0443'45.9, 97 FEET SOUTH OF THE WEST END OF A 30-INCH STEEL TUBE CULVERT
 FO0443'UNDER THE HIGHWAY, 69 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 30
 FO0443'FEET EAST OF A FENCE LINE, 10 FEET NORTH OF A LONE 6-INCH CEDAR TREE,
 FO0443'ABOUT LEVEL WITH THE HIGHWAY, SET IN THE TOP OF A LARGE SANDSTONE
 FO0443'BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0606 ***********************************************************************
 DQ0606  DESIGNATION -  A 220
 DQ0606  PID         -  DQ0606
 DQ0606  STATE/COUNTY-  NM/CHAVES
 DQ0606  USGS QUAD   -  CURLEW LAKE SE (1979)
 DQ0606
 DQ0606                         *CURRENT SURVEY CONTROL
 DQ0606  ___________________________________________________________________
 DQ0606* NAD 83(1986)-  33 32 11.     (N)    103 50 04.     (W)     SCALED    
 DQ0606* NAVD 88     -      1263.637  (meters)    4145.78   (feet)  ADJUSTED  
 DQ0606  ___________________________________________________________________
 DQ0606  GEOID HEIGHT-         -22.81  (meters)                     GEOID03
 DQ0606  DYNAMIC HT  -        1261.906 (meters)    4140.10  (feet)  COMP
 DQ0606  MODELED GRAV-     979,222.9   (mgal)                       NAVD 88
 DQ0606
 DQ0606  VERT ORDER  -  SECOND    CLASS 0
 DQ0606
 DQ0606.The horizontal coordinates were scaled from a topographic map and have
 DQ0606.an estimated accuracy of +/- 6 seconds.
 DQ0606
 DQ0606.The orthometric height was determined by differential leveling
 DQ0606.and adjusted by the National Geodetic Survey in June 1991..
 DQ0606
 DQ0606.The geoid height was determined by GEOID03.
 DQ0606
 DQ0606.The dynamic height is computed by dividing the NAVD 88
 DQ0606.geopotential number by the normal gravity value computed on the
 DQ0606.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0606.degrees latitude (g = 980.6199 gals.).
 DQ0606
 DQ0606.The modeled gravity was interpolated from observed gravity values.
 DQ0606
 DQ0606;                    North         East    Units  Estimated Accuracy
 DQ0606;SPC NM E     -   281,350.      211,340.      MT  (+/- 180 meters Scaled)
 DQ0606
 DQ0606                          SUPERSEDED SURVEY CONTROL
 DQ0606
 DQ0606  NGVD 29 (??/??/92) 1263.083  (m)         4143.96   (f) ADJ UNCH    2 0
 DQ0606
 DQ0606.Superseded values are not recommended for survey control.
 DQ0606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0606.See file dsdata.txt to determine how the superseded data were derived.
 DQ0606
 DQ0606_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFT082113(NAD 83)
 DQ0606_MARKER: DB = BENCH MARK DISK
 DQ0606_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0606_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DQ0606_STAMPING: A 220 1943
 DQ0606_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0606+STABILITY: SURFACE MOTION
 DQ0606
 DQ0606  HISTORY     - Date     Condition        Report By
 DQ0606  HISTORY     - 1943     MONUMENTED       CGS
 DQ0606
 DQ0606                          STATION DESCRIPTION
 DQ0606
 DQ0606'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 DQ0606'23.2 MI S FROM KENNA.
 DQ0606'THIS MARK IS ABOUT 23.2 MILES SOUTH FROM THE POST OFFICE AT KENNA, SET
 DQ0606'AT A FENCE RUNNING EAST-WEST, 2.0 FEET SOUTH OF THE FENCE, 17.5 FEET
 DQ0606'EAST OF THE CENTER LINE OF THE ROAD, PROJECTING ABOUT 3-INCHES ABOVE
 DQ0606'THE GROUND, 2.0 FEET WEST OF A WHITE REFERENCE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0318 ***********************************************************************
 CE0318  DESIGNATION -  A 221
 CE0318  PID         -  CE0318
 CE0318  STATE/COUNTY-  NM/LUNA
 CE0318  USGS QUAD   -  COLUMBUS (1965)
 CE0318
 CE0318                         *CURRENT SURVEY CONTROL
 CE0318  ___________________________________________________________________
 CE0318* NAD 83(1992)-  31 49 30.09153(N)    107 37 56.41714(W)     ADJUSTED  
 CE0318* NAVD 88     -      1227.735  (meters)    4027.99   (feet)  ADJUSTED  
 CE0318  ___________________________________________________________________
 CE0318  LAPLACE CORR-          -0.22  (seconds)                    DEFLEC99
 CE0318  GEOID HEIGHT-         -24.85  (meters)                     GEOID03
 CE0318  DYNAMIC HT  -        1225.869 (meters)    4021.87  (feet)  COMP
 CE0318  MODELED GRAV-     979,077.8   (mgal)                       NAVD 88
 CE0318
 CE0318  HORZ ORDER  -  SECOND
 CE0318  VERT ORDER  -  SECOND    CLASS 0
 CE0318
 CE0318.The horizontal coordinates were established by classical geodetic methods
 CE0318.and adjusted by the National Geodetic Survey in December 1993..
 CE0318
 CE0318.The orthometric height was determined by differential leveling
 CE0318.and adjusted by the National Geodetic Survey in June 1991..
 CE0318
 CE0318.The Laplace correction was computed from DEFLEC99 derived deflections.
 CE0318
 CE0318.The geoid height was determined by GEOID03.
 CE0318
 CE0318.The dynamic height is computed by dividing the NAVD 88
 CE0318.geopotential number by the normal gravity value computed on the
 CE0318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0318.degrees latitude (g = 980.6199 gals.).
 CE0318
 CE0318.The modeled gravity was interpolated from observed gravity values.
 CE0318
 CE0318;                    North         East     Units Scale Factor Converg.
 CE0318;SPC NM W     -    91,485.982   849,027.083   MT  0.99992113   +0 06 21.6
 CE0318;SPC NM W     -   300,150.26  2,785,516.35   sFT  0.99992113   +0 06 21.6
 CE0318;UTM  13      - 3,524,060.718   250,851.381   MT  1.00036564   -1 23 19.7
 CE0318
 CE0318!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CE0318!SPC NM W     -   0.99981116  x   0.99992113  =   0.99973230
 CE0318!UTM  13      -   0.99981116  x   1.00036564  =   1.00017673
 CE0318
 CE0318                          SUPERSEDED SURVEY CONTROL
 CE0318
 CE0318  NAD 83(1986)-  31 49 30.09232(N)    107 37 56.41320(W) AD(       ) 2
 CE0318  NAD 27      -  31 49 29.73472(N)    107 37 54.32472(W) AD(       ) 2
 CE0318  NGVD 29 (??/??/92) 1227.154  (m)         4026.09   (f) ADJ UNCH    2 0
 CE0318
 CE0318.Superseded values are not recommended for survey control.
 CE0318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0318.See file dsdata.txt to determine how the superseded data were derived.
 CE0318
 CE0318_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RBR5085124061(NAD 83)
 CE0318_MARKER: DB = BENCH MARK DISK
 CE0318_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CE0318_SP_SET: CONCRETE FLAG POLE
 CE0318_STAMPING: A 221 1945
 CE0318_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CE0318_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CE0318+SATELLITE: SATELLITE OBSERVATIONS - September 06, 2004
 CE0318
 CE0318  HISTORY     - Date     Condition        Report By
 CE0318  HISTORY     - 1945     MONUMENTED       CGS
 CE0318  HISTORY     - 1945     GOOD             CGS
 CE0318  HISTORY     - 20040906 GOOD             GEOCAC
 CE0318
 CE0318                          STATION DESCRIPTION
 CE0318
 CE0318'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 CE0318'STATION IS LOCATED SE OF THE RAILROAD STATION AT COLUMBUS
 CE0318'AND IS IN THE NW CORNER OF THE AIRPORT.
 CE0318'
 CE0318'BENCH MARK A 221 IS NW OF THE STATION AND ABOUT 1-1/2 FEET
 CE0318'HIGHER.  IT IS MARKED BY A BRONZE BENCH-MARK DISK, STAMPED
 CE0318'A 221 1945, AND SET IN THE CONCRETE BASE OF THE FLAGPOLE IN
 CE0318'FRONT OF THE CAA RADION STATION HOUSE.
 CE0318
 CE0318                          STATION RECOVERY (1945)
 CE0318
 CE0318'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945
 CE0318'0.6 MI SE FROM COLUMBUS.
 CE0318'0.6 MILE SOUTHEAST OF AT THE COLUMBUS INTERNATIONAL AIR FIELD, IN THE
 CE0318'CONCRETE BASE OF THE FLAGPOLE, 25 FEET EAST OF THE RADIO HOUSE, 6
 CE0318'INCHES EAST OF THE FLAGPOLE.
 CE0318
 CE0318                          STATION RECOVERY (2004)
 CE0318
 CE0318'RECOVERY NOTE BY GEOCACHING 2004 (CB)
 CE0318'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0157 ***********************************************************************
 EQ0157  DESIGNATION -  A 222
 EQ0157  PID         -  EQ0157
 EQ0157  STATE/COUNTY-  NM/SOCORRO
 EQ0157  USGS QUAD   -  ABEYTAS (1979)
 EQ0157
 EQ0157                         *CURRENT SURVEY CONTROL
 EQ0157  ___________________________________________________________________
 EQ0157* NAD 83(1986)-  34 29 47.     (N)    106 48 22.     (W)     SCALED    
 EQ0157* NAVD 88     -      1454.225  (meters)    4771.07   (feet)  ADJUSTED  
 EQ0157  ___________________________________________________________________
 EQ0157  GEOID HEIGHT-         -21.84  (meters)                     GEOID03
 EQ0157  DYNAMIC HT  -        1452.214 (meters)    4764.47  (feet)  COMP
 EQ0157  MODELED GRAV-     979,201.8   (mgal)                       NAVD 88
 EQ0157
 EQ0157  VERT ORDER  -  FIRST     CLASS II
 EQ0157
 EQ0157.The horizontal coordinates were scaled from a topographic map and have
 EQ0157.an estimated accuracy of +/- 6 seconds.
 EQ0157
 EQ0157.The orthometric height was determined by differential leveling
 EQ0157.and adjusted by the National Geodetic Survey in June 1991..
 EQ0157
 EQ0157.The geoid height was determined by GEOID03.
 EQ0157
 EQ0157.The dynamic height is computed by dividing the NAVD 88
 EQ0157.geopotential number by the normal gravity value computed on the
 EQ0157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0157.degrees latitude (g = 980.6199 gals.).
 EQ0157
 EQ0157.The modeled gravity was interpolated from observed gravity values.
 EQ0157
 EQ0157;                    North         East    Units  Estimated Accuracy
 EQ0157;SPC NM C     -   387,850.      448,930.      MT  (+/- 180 meters Scaled)
 EQ0157
 EQ0157                          SUPERSEDED SURVEY CONTROL
 EQ0157
 EQ0157  NGVD 29 (??/??/92) 1453.490  (m)         4768.66   (f) ADJ UNCH    1 2
 EQ0157
 EQ0157.Superseded values are not recommended for survey control.
 EQ0157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0157.See file dsdata.txt to determine how the superseded data were derived.
 EQ0157
 EQ0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU341186(NAD 83)
 EQ0157_MARKER: DB = BENCH MARK DISK
 EQ0157_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EQ0157_SP_SET: CULVERT
 EQ0157_STAMPING: A 222 1951
 EQ0157_MARK LOGO: CGS   
 EQ0157_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EQ0157
 EQ0157  HISTORY     - Date     Condition        Report By
 EQ0157  HISTORY     - 1951     MONUMENTED       CGS
 EQ0157  HISTORY     - 1982     GOOD             NGS
 EQ0157
 EQ0157                          STATION DESCRIPTION
 EQ0157
 EQ0157'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 EQ0157'5.6 MI N FROM BERNARDO.
 EQ0157'5.6 MILES NORTH ALONG U.S. HIGHWAY 85 FROM ITS JUNCTION WITH U.S.
 EQ0157'HIGHWAY 60 AT BERNARDO, AT THE SMALL VILLAGE OF SABINOL, 16 FEET EAST
 EQ0157'OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF THE NORTH END OF
 EQ0157'THE EAST HEADWALL OF A 4X10 FOOT CONCRETE CULVERT.
 EQ0157
 EQ0157                          STATION RECOVERY (1982)
 EQ0157
 EQ0157'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 EQ0157'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  9.0 KM (5.6 MI)
 EQ0157'NORTHERLY ALONG STATE HIGHWAY 116 FROM ITS JUNCTION WITH U. S. HIGHWAY
 EQ0157'60 IN BERNARDO, IN TOP OF AND 0.3 METERS (1.0 FT) SOUTH OF THE NORTH
 EQ0157'END OF THE EAST CONCRETE HEADWALL OF A CULVERT UNDER THE HIGHWAY AND
 EQ0157'4.9 METERS (16.1 FT) EAST OF THE CENTERLINE OF THE HIGHWAY.
 EQ0157'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0188 ***********************************************************************
 EQ0188  DESIGNATION -  A 223
 EQ0188  PID         -  EQ0188
 EQ0188  STATE/COUNTY-  NM/SOCORRO
 EQ0188  USGS QUAD   -  SAN ACACIA (1971)
 EQ0188
 EQ0188                         *CURRENT SURVEY CONTROL
 EQ0188  ___________________________________________________________________
 EQ0188* NAD 83(1986)-  34 16 54.     (N)    106 52 55.     (W)     SCALED    
 EQ0188* NAVD 88     -      1442.364  (meters)    4732.16   (feet)  ADJUSTED  
 EQ0188  ___________________________________________________________________
 EQ0188  GEOID HEIGHT-         -21.82  (meters)                     GEOID03
 EQ0188  DYNAMIC HT  -        1440.360 (meters)    4725.58  (feet)  COMP
 EQ0188  MODELED GRAV-     979,196.4   (mgal)                       NAVD 88
 EQ0188
 EQ0188  VERT ORDER  -  FIRST     CLASS II
 EQ0188
 EQ0188.The horizontal coordinates were scaled from a topographic map and have
 EQ0188.an estimated accuracy of +/- 6 seconds.
 EQ0188
 EQ0188.The orthometric height was determined by differential leveling
 EQ0188.and adjusted by the National Geodetic Survey in June 1991..
 EQ0188
 EQ0188.The geoid height was determined by GEOID03.
 EQ0188
 EQ0188.The dynamic height is computed by dividing the NAVD 88
 EQ0188.geopotential number by the normal gravity value computed on the
 EQ0188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0188.degrees latitude (g = 980.6199 gals.).
 EQ0188
 EQ0188.The modeled gravity was interpolated from observed gravity values.
 EQ0188
 EQ0188;                    North         East    Units  Estimated Accuracy
 EQ0188;SPC NM C     -   364,080.      441,820.      MT  (+/- 180 meters Scaled)
 EQ0188
 EQ0188                          SUPERSEDED SURVEY CONTROL
 EQ0188
 EQ0188  NGVD 29 (??/??/92) 1441.628  (m)         4729.74   (f) ADJ UNCH    1 2
 EQ0188
 EQ0188.Superseded values are not recommended for survey control.
 EQ0188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0188.See file dsdata.txt to determine how the superseded data were derived.
 EQ0188
 EQ0188_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT267949(NAD 83)
 EQ0188_MARKER: DB = BENCH MARK DISK
 EQ0188_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EQ0188_SP_SET: ANCHOR
 EQ0188_STAMPING: A 223 1951
 EQ0188_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EQ0188
 EQ0188  HISTORY     - Date     Condition        Report By
 EQ0188  HISTORY     - 1951     MONUMENTED       CGS
 EQ0188
 EQ0188                          STATION DESCRIPTION
 EQ0188
 EQ0188'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 EQ0188'3.1 MI NW FROM SAN ACACIA.
 EQ0188'2.0 MILES NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD FROM
 EQ0188'THE DIVERSION DAM AT SAN ACACIA, THENCE 1.1 MILES WEST ALONG THE
 EQ0188'SALADO RIVER, SET IN THE TOP OF THE CONCRETE ANCHOR HOLDING THE SOUTH
 EQ0188'END OF A CABLE WHICH CROSSES THE RIVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0316 ***********************************************************************
 FO0316  DESIGNATION -  A 225
 FO0316  PID         -  FO0316
 FO0316  STATE/COUNTY-  NM/BERNALILLO
 FO0316  USGS QUAD   -  ALBUQUERQUE WEST (1990)
 FO0316
 FO0316                         *CURRENT SURVEY CONTROL
 FO0316  ___________________________________________________________________
 FO0316* NAD 83(1986)-  35 04 45.     (N)    106 42 49.     (W)     SCALED    
 FO0316* NAVD 88     -      1553.647  (meters)    5097.26   (feet)  ADJUSTED  
 FO0316  ___________________________________________________________________
 FO0316  GEOID HEIGHT-         -21.47  (meters)                     GEOID03
 FO0316  DYNAMIC HT  -        1551.517 (meters)    5090.27  (feet)  COMP
 FO0316  MODELED GRAV-     979,210.1   (mgal)                       NAVD 88
 FO0316
 FO0316  VERT ORDER  -  FIRST     CLASS II
 FO0316
 FO0316.The horizontal coordinates were scaled from a topographic map and have
 FO0316.an estimated accuracy of +/- 6 seconds.
 FO0316
 FO0316.The orthometric height was determined by differential leveling
 FO0316.and adjusted by the National Geodetic Survey in June 1991..
 FO0316
 FO0316.The geoid height was determined by GEOID03.
 FO0316
 FO0316.The dynamic height is computed by dividing the NAVD 88
 FO0316.geopotential number by the normal gravity value computed on the
 FO0316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0316.degrees latitude (g = 980.6199 gals.).
 FO0316
 FO0316.The modeled gravity was interpolated from observed gravity values.
 FO0316
 FO0316;                    North         East    Units  Estimated Accuracy
 FO0316;SPC NM C     -   452,450.      457,720.      MT  (+/- 180 meters Scaled)
 FO0316
 FO0316                          SUPERSEDED SURVEY CONTROL
 FO0316
 FO0316  NGVD 29 (??/??/92) 1552.820  (m)         5094.54   (f) ADJ UNCH    1 2
 FO0316
 FO0316.Superseded values are not recommended for survey control.
 FO0316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0316.See file dsdata.txt to determine how the superseded data were derived.
 FO0316
 FO0316_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU437831(NAD 83)
 FO0316_MARKER: DB = BENCH MARK DISK
 FO0316_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FO0316_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FO0316_STAMPING: A 225 1951
 FO0316_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO0316+STABILITY: SURFACE MOTION
 FO0316
 FO0316  HISTORY     - Date     Condition        Report By
 FO0316  HISTORY     - 1951     MONUMENTED       CGS
 FO0316  HISTORY     - 1982     MARK NOT FOUND   NGS
 FO0316
 FO0316                          STATION DESCRIPTION
 FO0316
 FO0316'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 FO0316'4.35 MI SW FROM ALBUQUERQUE.
 FO0316'0.25 MILE NORTH ALONG NORTH FIFTH STREET FROM THE COUNTY COURTHOUSE AT
 FO0316'ALBUQUERQUE, THENCE 1.1 MILES WEST ALONG WEST NEW YORK AVENUE, THENCE
 FO0316'3.0 MILES SOUTHWEST ALONG U.S. HIGHWAY 66, 273 FEET NORTHEAST OF A
 FO0316'DRIVE IN THEATRE SIGN, 71 FEET NORTHWEST OF THE CENTER LINE OF THE
 FO0316'HIGHWAY, 35 FEET NORTHEAST OF THE CENTER LINE OF AN OILED ROAD LEADING
 FO0316'NORTHWEST, 10.7 FEET NORTH OF A TELEPHONE POLE, 1.6 FEET NORTHEAST OF
 FO0316'A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5
 FO0316'FOOT ABOVE THE GROUND.
 FO0316
 FO0316                          STATION RECOVERY (1982)
 FO0316
 FO0316'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FO0316'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0272 ***********************************************************************
 EQ0272  DESIGNATION -  A 226
 EQ0272  PID         -  EQ0272
 EQ0272  STATE/COUNTY-  NM/VALENCIA
 EQ0272  USGS QUAD   -  LOS LUNAS (1991)
 EQ0272
 EQ0272                         *CURRENT SURVEY CONTROL
 EQ0272  ___________________________________________________________________
 EQ0272* NAD 83(1986)-  34 46 16.     (N)    106 44 37.     (W)     SCALED    
 EQ0272* NAVD 88     -      1474.637  (meters)    4838.04   (feet)  ADJUSTED  
 EQ0272  ___________________________________________________________________
 EQ0272  GEOID HEIGHT-         -21.84  (meters)                     GEOID03
 EQ0272  DYNAMIC HT  -        1472.600 (meters)    4831.36  (feet)  COMP
 EQ0272  MODELED GRAV-     979,202.8   (mgal)                       NAVD 88
 EQ0272
 EQ0272  VERT ORDER  -  FIRST     CLASS II
 EQ0272
 EQ0272.The horizontal coordinates were scaled from a topographic map and have
 EQ0272.an estimated accuracy of +/- 6 seconds.
 EQ0272
 EQ0272.The orthometric height was determined by differential leveling
 EQ0272.and adjusted by the National Geodetic Survey in June 1991..
 EQ0272
 EQ0272.The geoid height was determined by GEOID03.
 EQ0272
 EQ0272.The dynamic height is computed by dividing the NAVD 88
 EQ0272.geopotential number by the normal gravity value computed on the
 EQ0272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0272.degrees latitude (g = 980.6199 gals.).
 EQ0272
 EQ0272.The modeled gravity was interpolated from observed gravity values.
 EQ0272
 EQ0272;                    North         East    Units  Estimated Accuracy
 EQ0272;SPC NM C     -   418,300.      454,820.      MT  (+/- 180 meters Scaled)
 EQ0272
 EQ0272                          SUPERSEDED SURVEY CONTROL
 EQ0272
 EQ0272  NGVD 29 (??/??/92) 1473.877  (m)         4835.54   (f) ADJ UNCH    1 2
 EQ0272
 EQ0272.Superseded values are not recommended for survey control.
 EQ0272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0272.See file dsdata.txt to determine how the superseded data were derived.
 EQ0272
 EQ0272_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU404490(NAD 83)
 EQ0272_MARKER: DB = BENCH MARK DISK
 EQ0272_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EQ0272_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EQ0272_STAMPING: A 226 1951
 EQ0272_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EQ0272+STABILITY: SURFACE MOTION
 EQ0272
 EQ0272  HISTORY     - Date     Condition        Report By
 EQ0272  HISTORY     - 1951     MONUMENTED       CGS
 EQ0272  HISTORY     - 1982     MARK NOT FOUND   NGS
 EQ0272
 EQ0272                          STATION DESCRIPTION
 EQ0272
 EQ0272'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 EQ0272'3.2 MI N FROM LOS CHAVES.
 EQ0272'3.2 MILES NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD FROM
 EQ0272'THE PUBLIC SCHOOL AT LOS CHAVES, 5 1/2 POLES NORTH OF MILEPOST 925,
 EQ0272'390 FEET SOUTH OF THE CENTER OF A ROAD CROSSING, 45 FEET EAST OF THE
 EQ0272'CENTER LINE OF U.S. HIGHWAY 85 AND STATE HIGHWAY 45, 12 FEET EAST OF A
 EQ0272'FENCE, 1.6 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 EQ0272'POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 EQ0272
 EQ0272                          STATION RECOVERY (1982)
 EQ0272
 EQ0272'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 EQ0272'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0257 ***********************************************************************
 FO0257  DESIGNATION -  A 227
 FO0257  PID         -  FO0257
 FO0257  STATE/COUNTY-  NM/BERNALILLO
 FO0257  USGS QUAD   -  LOS GRIEGOS (1990)
 FO0257
 FO0257                         *CURRENT SURVEY CONTROL
 FO0257  ___________________________________________________________________
 FO0257* NAD 83(1986)-  35 11 49.     (N)    106 39 18.     (W)     SCALED    
 FO0257* NAVD 88     -      1538.364  (meters)    5047.12   (feet)  ADJUSTED  
 FO0257  ___________________________________________________________________
 FO0257  GEOID HEIGHT-         -21.23  (meters)                     GEOID03
 FO0257  DYNAMIC HT  -        1536.268 (meters)    5040.24  (feet)  COMP
 FO0257  MODELED GRAV-     979,218.4   (mgal)                       NAVD 88
 FO0257
 FO0257  VERT ORDER  -  FIRST     CLASS II
 FO0257
 FO0257.This mark is at Alburquerque/coronado Airport (4AC)
 FO0257
 FO0257.The horizontal coordinates were scaled from a topographic map and have
 FO0257.an estimated accuracy of +/- 6 seconds.
 FO0257
 FO0257.The orthometric height was determined by differential leveling
 FO0257.and adjusted by the National Geodetic Survey in June 1991..
 FO0257
 FO0257.The geoid height was determined by GEOID03.
 FO0257
 FO0257.The dynamic height is computed by dividing the NAVD 88
 FO0257.geopotential number by the normal gravity value computed on the
 FO0257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0257.degrees latitude (g = 980.6199 gals.).
 FO0257
 FO0257.The modeled gravity was interpolated from observed gravity values.
 FO0257
 FO0257;                    North         East    Units  Estimated Accuracy
 FO0257;SPC NM C     -   465,500.      463,120.      MT  (+/- 180 meters Scaled)
 FO0257
 FO0257                          SUPERSEDED SURVEY CONTROL
 FO0257
 FO0257  NGVD 29 (??/??/92) 1537.525  (m)         5044.36   (f) ADJ UNCH    1 2
 FO0257
 FO0257.Superseded values are not recommended for survey control.
 FO0257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0257.See file dsdata.txt to determine how the superseded data were derived.
 FO0257
 FO0257_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU493961(NAD 83)
 FO0257_MARKER: DB = BENCH MARK DISK
 FO0257_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FO0257_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FO0257_STAMPING: A 227 1951
 FO0257_MARK LOGO: CGS   
 FO0257_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO0257+STABILITY: SURFACE MOTION
 FO0257
 FO0257  HISTORY     - Date     Condition        Report By
 FO0257  HISTORY     - 1951     MONUMENTED       CGS
 FO0257  HISTORY     - 1984     GOOD             NGS
 FO0257
 FO0257                          STATION DESCRIPTION
 FO0257
 FO0257'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 FO0257'2.75 MI W FROM ALAMADA.
 FO0257'0.1 MILE NORTH ALONG U.S. HIGHWAY 85 FROM THE POST OFFICE AT ALAMEDA,
 FO0257'THENCE 1.9 MILES WEST ALONG AN OILED ROAD, THENCE 0.65 MILE SOUTHWEST
 FO0257'ALONG A GRAVELED ROAD, THENCE 0.1 MILE WEST ALONG A GRAVELED ROAD, AT
 FO0257'THE M - BAR AIRPORT, 60 FEET WEST OF THE CENTER LINE OF THE NORTH AND
 FO0257'SOUTH RUNWAY, 8 FEET SOUTH OF THE NORTHEAST CORNER OF A HANGAR, 20
 FO0257'FEET WEST OF THE WEST EDGE OF THE NORTH AND SOUTH RUNWAY, 1 FOOT EAST
 FO0257'OF THE EAST SIDE OF THE HANGAR, SET IN THE TOP OF A CONCRETE POST
 FO0257'WHICH PROJECTS 0.7 FOOT ABOVE THE GROUND.
 FO0257
 FO0257                          STATION RECOVERY (1984)
 FO0257
 FO0257'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FO0257'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0661 ***********************************************************************
 DR0661  DESIGNATION -  A 23
 DR0661  PID         -  DR0661
 DR0661  STATE/COUNTY-  NM/OTERO
 DR0661  USGS QUAD   -  SABINATA FLAT (1982)
 DR0661
 DR0661                         *CURRENT SURVEY CONTROL
 DR0661  ___________________________________________________________________
 DR0661* NAD 83(1986)-  33 04 53.     (N)    105 59 10.     (W)     SCALED    
 DR0661* NAVD 88     -      1432.672  (meters)    4700.36   (feet)  ADJUSTED  
 DR0661  ___________________________________________________________________
 DR0661  GEOID HEIGHT-         -21.78  (meters)                     GEOID03
 DR0661  DYNAMIC HT  -        1430.573 (meters)    4693.47  (feet)  COMP
 DR0661  MODELED GRAV-     979,122.6   (mgal)                       NAVD 88
 DR0661
 DR0661  VERT ORDER  -  FIRST     CLASS II
 DR0661
 DR0661.The horizontal coordinates were scaled from a topographic map and have
 DR0661.an estimated accuracy of +/- 6 seconds.
 DR0661
 DR0661.The orthometric height was determined by differential leveling
 DR0661.and adjusted by the National Geodetic Survey in June 1991..
 DR0661
 DR0661.The geoid height was determined by GEOID03.
 DR0661
 DR0661.The dynamic height is computed by dividing the NAVD 88
 DR0661.geopotential number by the normal gravity value computed on the
 DR0661.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0661.degrees latitude (g = 980.6199 gals.).
 DR0661
 DR0661.The modeled gravity was interpolated from observed gravity values.
 DR0661
 DR0661;                    North         East    Units  Estimated Accuracy
 DR0661;SPC NM C     -   230,810.      524,640.      MT  (+/- 180 meters Scaled)
 DR0661
 DR0661                          SUPERSEDED SURVEY CONTROL
 DR0661
 DR0661  NGVD 29 (??/??/92) 1432.047  (m)         4698.31   (f) ADJ UNCH    1 2
 DR0661
 DR0661.Superseded values are not recommended for survey control.
 DR0661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0661.See file dsdata.txt to determine how the superseded data were derived.
 DR0661
 DR0661_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDS079607(NAD 83)
 DR0661_MARKER: DB = BENCH MARK DISK
 DR0661_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR0661_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DR0661_STAMPING: 4698.307 A23 1933
 DR0661_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR0661+STABILITY: SURFACE MOTION
 DR0661
 DR0661  HISTORY     - Date     Condition        Report By
 DR0661  HISTORY     - 1933     MONUMENTED       CGS
 DR0661  HISTORY     - 1975     GOOD             USGS
 DR0661
 DR0661                          STATION DESCRIPTION
 DR0661
 DR0661'DESCRIBED BY US GEOLOGICAL SURVEY 1975
 DR0661'2.36 MI NE FROM TULAROSA.
 DR0661'2.36 MILES NE ALONG U.S. HWY. 70 FROM THE CITY HALL IN TULAROSA, OTERO
 DR0661'COUNTY.  ABOUT 300 FT. S OF EARTH DAM RESERVOIR.  107 FT. S OF THE
 DR0661'CENTERLINE OF THE E BOUND LANE.  A STANDARD DISK STAMPED 4698.307 A 23
 DR0661'1933 AND SET IN THE TOP OF A CONCRETE POST.  PROJECTING 2.0 FT. ABOVE
 DR0661'MEAN GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0230 ***********************************************************************
 CW0230  DESIGNATION -  A 230
 CW0230  PID         -  CW0230
 CW0230  STATE/COUNTY-  NM/EDDY
 CW0230  USGS QUAD   -  KITCHEN COVE (1985)
 CW0230
 CW0230                         *CURRENT SURVEY CONTROL
 CW0230  ___________________________________________________________________
 CW0230* NAD 83(1986)-  32 19 24.     (N)    104 15 46.     (W)     SCALED    
 CW0230* NAVD 88     -       997.943  (meters)    3274.08   (feet)  ADJUSTED  
 CW0230  ___________________________________________________________________
 CW0230  GEOID HEIGHT-         -24.43  (meters)                     GEOID03
 CW0230  DYNAMIC HT  -         996.505 (meters)    3269.37  (feet)  COMP
 CW0230  MODELED GRAV-     979,164.2   (mgal)                       NAVD 88
 CW0230
 CW0230  VERT ORDER  -  FIRST     CLASS II
 CW0230
 CW0230.This mark is at Cavern City Air Terminal Airport (CNM)
 CW0230
 CW0230.The horizontal coordinates were scaled from a topographic map and have
 CW0230.an estimated accuracy of +/- 6 seconds.
 CW0230
 CW0230.The orthometric height was determined by differential leveling
 CW0230.and adjusted by the National Geodetic Survey in June 1991..
 CW0230
 CW0230.The geoid height was determined by GEOID03.
 CW0230
 CW0230.The dynamic height is computed by dividing the NAVD 88
 CW0230.geopotential number by the normal gravity value computed on the
 CW0230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0230.degrees latitude (g = 980.6199 gals.).
 CW0230
 CW0230.The modeled gravity was interpolated from observed gravity values.
 CW0230
 CW0230;                    North         East    Units  Estimated Accuracy
 CW0230;SPC NM E     -   146,720.      171,640.      MT  (+/- 180 meters Scaled)
 CW0230
 CW0230                          SUPERSEDED SURVEY CONTROL
 CW0230
 CW0230  NGVD 29 (??/??/92)  997.43   (m)         3272.4    (f) COMPUTED    1 2
 CW0230
 CW0230.Superseded values are not recommended for survey control.
 CW0230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0230.See file dsdata.txt to determine how the superseded data were derived.
 CW0230
 CW0230_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SER693765(NAD 83)
 CW0230_MARKER: DB = BENCH MARK DISK
 CW0230_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CW0230_SP_SET: CULVERT
 CW0230_STAMPING: A 230 1945
 CW0230_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CW0230
 CW0230  HISTORY     - Date     Condition        Report By
 CW0230  HISTORY     - 1945     MONUMENTED       CGS
 CW0230  HISTORY     - 1957     MARK NOT FOUND   NGS
 CW0230
 CW0230                          STATION DESCRIPTION
 CW0230
 CW0230'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 CW0230'7.5 MI SW FROM CARLSBAD.
 CW0230'ABOUT 7.5 MILES SOUTHWEST ALONG U.S. HIGHWAY NO. 62 FROM THE COURT
 CW0230'HOUSE AT CARLSBAD, ABOUT 1.6 MILES SOUTHWEST OF THE SOUTH ENTRANCE TO
 CW0230'THE CARLSBAD ARMY AIR FIELD, ON TOP OF THE NORTHEAST END OF THE
 CW0230'SOUTHEAST CONCRETE HEADWALL OF A TWO TUBE CULVERT, ABOUT 0.6 FOOT
 CW0230'LOWER THAN THE CENTER LINE OF THE HIGHWAY.  AN IRON DISK STAMPED A 230
 CW0230'1945 SET IN A DRILL HOLE IN CONCRETE.
 CW0230
 CW0230                          STATION RECOVERY (1957)
 CW0230
 CW0230'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 CW0230'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0786 ***********************************************************************
 DS0786  DESIGNATION -  A 231
 DS0786  PID         -  DS0786
 DS0786  STATE/COUNTY-  NM/SOCORRO
 DS0786  USGS QUAD   -  FORT CRAIG (1980)
 DS0786
 DS0786                         *CURRENT SURVEY CONTROL
 DS0786  ___________________________________________________________________
 DS0786* NAD 83(1986)-  33 41 19.     (N)    107 03 40.     (W)     SCALED    
 DS0786* NAVD 88     -      1442.469  (meters)    4732.50   (feet)  ADJUSTED  
 DS0786  ___________________________________________________________________
 DS0786  GEOID HEIGHT-         -22.74  (meters)                     GEOID03
 DS0786  DYNAMIC HT  -        1440.384 (meters)    4725.66  (feet)  COMP
 DS0786  MODELED GRAV-     979,141.7   (mgal)                       NAVD 88
 DS0786
 DS0786  VERT ORDER  -  FIRST     CLASS II
 DS0786
 DS0786.The horizontal coordinates were scaled from a topographic map and have
 DS0786.an estimated accuracy of +/- 6 seconds.
 DS0786
 DS0786.The orthometric height was determined by differential leveling
 DS0786.and adjusted by the National Geodetic Survey in June 1991..
 DS0786
 DS0786.The geoid height was determined by GEOID03.
 DS0786
 DS0786.The dynamic height is computed by dividing the NAVD 88
 DS0786.geopotential number by the normal gravity value computed on the
 DS0786.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0786.degrees latitude (g = 980.6199 gals.).
 DS0786
 DS0786.The modeled gravity was interpolated from observed gravity values.
 DS0786
 DS0786;                    North         East    Units  Estimated Accuracy
 DS0786;SPC NM C     -   298,410.      424,800.      MT  (+/- 180 meters Scaled)
 DS0786
 DS0786                          SUPERSEDED SURVEY CONTROL
 DS0786
 DS0786  NGVD 29 (??/??/92) 1441.755  (m)         4730.16   (f) ADJ UNCH    1 2
 DS0786
 DS0786.Superseded values are not recommended for survey control.
 DS0786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0786.See file dsdata.txt to determine how the superseded data were derived.
 DS0786
 DS0786_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT089295(NAD 83)
 DS0786_MARKER: DB = BENCH MARK DISK
 DS0786_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0786_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0786_STAMPING: A 231 1950
 DS0786_PROJECTION: PROJECTING 13 CENTIMETERS
 DS0786_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0786+STABILITY: SURFACE MOTION
 DS0786
 DS0786  HISTORY     - Date     Condition        Report By
 DS0786  HISTORY     - 1950     MONUMENTED       CGS
 DS0786  HISTORY     - 1980     GOOD             NGS
 DS0786
 DS0786                          STATION DESCRIPTION
 DS0786
 DS0786'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 DS0786'20.35 MI SW FROM SAN ANTONIO.
 DS0786'20.35 MILES SOUTHWEST ALONG U.S. HIGHWAY 85 FROM THE ATCHISON, TOPEKA
 DS0786'AND SANTA FE RAILROAD STATION AT SAN ANTONIO, ON THE SIDE OF A HILL,
 DS0786'237 FEET WEST OF POWER POLE 320, 65 FEET SOUTHEAST OF THE CENTER LINE
 DS0786'OF THE HIGHWAY, 1.4 FEET NORTHWEST OF A FENCE, 2.6 FEET SOUTHWEST OF A
 DS0786'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4
 DS0786'FOOT ABOVE THE GROUND.
 DS0786
 DS0786                          STATION RECOVERY (1980)
 DS0786
 DS0786'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DS0786'0.2 KILOMETER (0.1 MILE) EAST ALONG U.S. HIGHWAY 380 FROM THE POST
 DS0786'OFFICE IN SAN ANTONIO, THENCE 33.3 KILOMETERS (20.7 MILES) SOUTH
 DS0786'ALONG STATE HIGHWAY 1, 1.1 KILOMETERS (0.7 MILE) NORTH OF A DIRT
 DS0786'ROAD CROSSING, 90.5 METERS (297.0 FEET) SOUTHWEST OF A POWER POLE,
 DS0786'19.8 METERS (65.0 FEET) SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 DS0786'0.8 METER (2.6 FEET) SOUTHWEST OF A 4 BY 4 WOODEN WITNESS POST AND
 DS0786'0.2 METER (0.5 FOOT) NORTHWEST OF A FENCE.
 DS0786'THE MARK IS 0.4 METERS  NE FROM A WITNESS POST.
 DS0786'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0223 ***********************************************************************
 EQ0223  DESIGNATION -  A 232
 EQ0223  PID         -  EQ0223
 EQ0223  STATE/COUNTY-  NM/SOCORRO
 EQ0223  USGS QUAD   -  SOCORRO (1979)
 EQ0223
 EQ0223                         *CURRENT SURVEY CONTROL
 EQ0223  ___________________________________________________________________
 EQ0223* NAD 83(1986)-  34 01 29.     (N)    106 53 45.     (W)     SCALED    
 EQ0223* NAVD 88     -      1451.581  (meters)    4762.40   (feet)  ADJUSTED  
 EQ0223  ___________________________________________________________________
 EQ0223  GEOID HEIGHT-         -22.23  (meters)                     GEOID03
 EQ0223  DYNAMIC HT  -        1449.510 (meters)    4755.60  (feet)  COMP
 EQ0223  MODELED GRAV-     979,159.2   (mgal)                       NAVD 88
 EQ0223
 EQ0223  VERT ORDER  -  FIRST     CLASS II
 EQ0223
 EQ0223.This mark is at Socorro Airport (ONM)
 EQ0223
 EQ0223.The horizontal coordinates were scaled from a topographic map and have
 EQ0223.an estimated accuracy of +/- 6 seconds.
 EQ0223
 EQ0223.The orthometric height was determined by differential leveling
 EQ0223.and adjusted by the National Geodetic Survey in June 1991..
 EQ0223
 EQ0223.The geoid height was determined by GEOID03.
 EQ0223
 EQ0223.The dynamic height is computed by dividing the NAVD 88
 EQ0223.geopotential number by the normal gravity value computed on the
 EQ0223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0223.degrees latitude (g = 980.6199 gals.).
 EQ0223
 EQ0223.The modeled gravity was interpolated from observed gravity values.
 EQ0223
 EQ0223;                    North         East    Units  Estimated Accuracy
 EQ0223;SPC NM C     -   335,580.      440,360.      MT  (+/- 180 meters Scaled)
 EQ0223
 EQ0223                          SUPERSEDED SURVEY CONTROL
 EQ0223
 EQ0223  NGVD 29 (??/??/92) 1450.853  (m)         4760.01   (f) ADJ UNCH    1 2
 EQ0223
 EQ0223.Superseded values are not recommended for survey control.
 EQ0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0223.See file dsdata.txt to determine how the superseded data were derived.
 EQ0223
 EQ0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT249665(NAD 83)
 EQ0223_MARKER: DB = BENCH MARK DISK
 EQ0223_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EQ0223_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EQ0223_STAMPING: A 232 1950
 EQ0223_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EQ0223+STABILITY: SURFACE MOTION
 EQ0223
 EQ0223  HISTORY     - Date     Condition        Report By
 EQ0223  HISTORY     - 1950     MONUMENTED       CGS
 EQ0223  HISTORY     - 1953     GOOD             NGS
 EQ0223  HISTORY     - 1980     MARK NOT FOUND   NGS
 EQ0223  HISTORY     - 19960109 MARK NOT FOUND   CHANCE
 EQ0223
 EQ0223                          STATION DESCRIPTION
 EQ0223
 EQ0223'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 EQ0223'3.25 MI S FROM SOCORRO.
 EQ0223'3.25 MILES SOUTH ALONG U.S. HIGHWAY 85 FROM THE POST OFFICE AT
 EQ0223'SOCORRO, AT THE SOCORRO MUNICIPAL AIRPORT, 113 FEET SOUTHWEST OF THE
 EQ0223'SOUTHWEST CORNER OF A GARAGE, 6.6 FEET WEST OF AN ANTENNA POLE BEARING
 EQ0223'TWO RED LIGHTS, SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH
 EQ0223'THE GROUND.
 EQ0223
 EQ0223                          STATION RECOVERY (1953)
 EQ0223
 EQ0223'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 EQ0223'RECOVERED IN GOOD CONDITION.
 EQ0223
 EQ0223                          STATION RECOVERY (1980)
 EQ0223
 EQ0223'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 EQ0223'THIS AREA IS NOW A DRIVEWAY AND PARKING LOT.
 EQ0223
 EQ0223                          STATION RECOVERY (1996)
 EQ0223
 EQ0223'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (KAL)
 EQ0223'RECOVERY NOTE BY CHANCE 1996 MARK NOT FOUND - SEARCHED 0.5
 EQ0223'PERSON-HOUR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0867 ***********************************************************************
 DS0867  DESIGNATION -  A 233
 DS0867  PID         -  DS0867
 DS0867  STATE/COUNTY-  NM/SIERRA
 DS0867  USGS QUAD   -  HUERFANO HILL (1980)
 DS0867
 DS0867                         *CURRENT SURVEY CONTROL
 DS0867  ___________________________________________________________________
 DS0867* NAD 83(1986)-  33 15 23.     (N)    107 18 20.     (W)     SCALED    
 DS0867* NAVD 88     -      1504.276  (meters)    4935.28   (feet)  ADJUSTED  
 DS0867  ___________________________________________________________________
 DS0867  GEOID HEIGHT-         -23.17  (meters)                     GEOID03
 DS0867  DYNAMIC HT  -        1502.064 (meters)    4928.02  (feet)  COMP
 DS0867  MODELED GRAV-     979,114.1   (mgal)                       NAVD 88
 DS0867
 DS0867  VERT ORDER  -  FIRST     CLASS II
 DS0867
 DS0867.The horizontal coordinates were scaled from a topographic map and have
 DS0867.an estimated accuracy of +/- 6 seconds.
 DS0867
 DS0867.The orthometric height was determined by differential leveling
 DS0867.and adjusted by the National Geodetic Survey in June 1991..
 DS0867
 DS0867.The geoid height was determined by GEOID03.
 DS0867
 DS0867.The dynamic height is computed by dividing the NAVD 88
 DS0867.geopotential number by the normal gravity value computed on the
 DS0867.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0867.degrees latitude (g = 980.6199 gals.).
 DS0867
 DS0867.The modeled gravity was interpolated from observed gravity values.
 DS0867
 DS0867;                    North         East    Units  Estimated Accuracy
 DS0867;SPC NM W     -   250,310.      879,180.      MT  (+/- 180 meters Scaled)
 DS0867
 DS0867                          SUPERSEDED SURVEY CONTROL
 DS0867
 DS0867  NGVD 29 (??/??/92) 1503.595  (m)         4933.04   (f) ADJ UNCH    1 2
 DS0867
 DS0867.Superseded values are not recommended for survey control.
 DS0867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0867.See file dsdata.txt to determine how the superseded data were derived.
 DS0867
 DS0867_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBS852820(NAD 83)
 DS0867_MARKER: DB = BENCH MARK DISK
 DS0867_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0867_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0867_STAMPING: A 233 1951
 DS0867_PROJECTION: PROJECTING 13 CENTIMETERS
 DS0867_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0867+STABILITY: SURFACE MOTION
 DS0867
 DS0867  HISTORY     - Date     Condition        Report By
 DS0867  HISTORY     - 1951     MONUMENTED       CGS
 DS0867  HISTORY     - 1980     GOOD             NGS
 DS0867
 DS0867                          STATION DESCRIPTION
 DS0867
 DS0867'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 DS0867'11.3 MI N FROM HOT SPRINGS.
 DS0867'9.3 MILES NORTH ALONG U.S. HIGHWAY 85 FROM THE POST OFFICE AT HOT
 DS0867'SPRINGS, THENCE 2.0 MILES WEST ALONG STATE HIGHWAY 52, AT A JUNCTION
 DS0867'WITH A ROAD LEADING NORTHWEST TO MONTICELLO, 78 FEET SOUTH OF THE
 DS0867'CENTER LINE OF THE HIGHWAY 71 FEET SOUTHWEST OF THE CENTER LINE OF A
 DS0867'ROAD LEADING NORTHWEST, 2.3 FEET SOUTHEAST OF A WITNESS POST, SET IN
 DS0867'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 DS0867'NOTE-- HOT SPRINGS N.M. HAS BEEN RENAMED TRUTH OR CONSEQUENCES N.M.
 DS0867
 DS0867                          STATION RECOVERY (1980)
 DS0867
 DS0867'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DS0867'14.0 KILOMETERS (8.7 MILES) NORTH AND NORTHWEST ALONG U.S. HIGHWAY 85
 DS0867'FROM THE SIERRA COUNTY COURTHOUSE IN TRUTH OR CONSEQUENCES, THENCE
 DS0867'3.2 KILOMETERS (2.0 MILES) WEST ALONG STATE HIGHWAY 52, AT THE
 DS0867'JUNCTION OF STATE HIGHWAY 142, 23.8 METERS (78.0 FEET) NORTH OF THE
 DS0867'CENTER LINE OF THE HIGHWAY AND 21.6 METERS (71.0 FEET) SOUTHWEST OF
 DS0867'THE CENTER LINE OF STATE HIGHWAY 142.
 DS0867'THE MARK IS 0.4 METERS  N FROM A WITNESS POST.
 DS0867'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS1018 ***********************************************************************
 DS1018  DESIGNATION -  A 234 RESET
 DS1018  PID         -  DS1018
 DS1018  STATE/COUNTY-  NM/SIERRA
 DS1018  USGS QUAD   -  SIERRA FIJARDO (1995)
 DS1018
 DS1018                         *CURRENT SURVEY CONTROL
 DS1018  ___________________________________________________________________
 DS1018* NAD 83(1986)-  33 22 32.     (N)    107 16 29.     (W)     SCALED    
 DS1018* NAVD 88     -      1515.621  (meters)    4972.50   (feet)  ADJUSTED  
 DS1018  ___________________________________________________________________
 DS1018  GEOID HEIGHT-         -23.02  (meters)                     GEOID03
 DS1018  DYNAMIC HT  -        1513.388 (meters)    4965.17  (feet)  COMP
 DS1018  MODELED GRAV-     979,110.9   (mgal)                       NAVD 88
 DS1018
 DS1018  VERT ORDER  -  FIRST     CLASS II
 DS1018
 DS1018.The horizontal coordinates were scaled from a topographic map and have
 DS1018.an estimated accuracy of +/- 6 seconds.
 DS1018
 DS1018.The orthometric height was determined by differential leveling
 DS1018.and adjusted by the National Geodetic Survey in June 1991..
 DS1018
 DS1018.The geoid height was determined by GEOID03.
 DS1018
 DS1018.The dynamic height is computed by dividing the NAVD 88
 DS1018.geopotential number by the normal gravity value computed on the
 DS1018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS1018.degrees latitude (g = 980.6199 gals.).
 DS1018
 DS1018.The modeled gravity was interpolated from observed gravity values.
 DS1018
 DS1018;                    North         East    Units  Estimated Accuracy
 DS1018;SPC NM W     -   263,540.      881,980.      MT  (+/- 180 meters Scaled)
 DS1018
 DS1018                          SUPERSEDED SURVEY CONTROL
 DS1018
 DS1018.No superseded survey control is available for this station.
 DS1018
 DS1018_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBS883952(NAD 83)
 DS1018_MARKER: DB = BENCH MARK DISK
 DS1018_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DS1018_SP_SET: HEADWALL
 DS1018_STAMPING: A 234 RESET 1978
 DS1018_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS1018+STABILITY: SURFACE MOTION
 DS1018
 DS1018  HISTORY     - Date     Condition        Report By
 DS1018  HISTORY     - 1978     MONUMENTED       NGS
 DS1018  HISTORY     - 1980     GOOD             NGS
 DS1018
 DS1018                          STATION DESCRIPTION
 DS1018
 DS1018'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 DS1018'28.8 KM NE FROM TRUTH OR CONSEQUENCES.
 DS1018'18.7 KILOMETERS (11.6 MILES) NORTH ALONG U.S. HIGHWAY 85 FROM THE
 DS1018'COURTHOUSE IN TRUTH OR CONSEQUENCES, THENCE 0.3 KILOMETER (0.2 MILE)
 DS1018'EAST ALONG A PAVED ROAD, THENCE 4.3 KILOMETERS (2.7 MILES) NORTH
 DS1018'ALONG INTERSTATE HIGHWAY 25, THENCE 5.5 KILOMETERS (3.4 MILES) NORTH
 DS1018'ALONG STATE HIGHWAY 1, IN TOP OF AND 0.6 METER (2.0 FEET) SOUTHWEST
 DS1018'OF THE NORTHEAST END OF THE WEST HEADWALL OF A CONCRETE BOX CULVERT,
 DS1018'22.9 METERS (75.0 FEET) NORTHWEST AND ACROSS THE HIGHWAY FROM
 DS1018'MILEPOST 95 AND 4.9 METERS (16.0 FEET) NORTHWEST OF THE CENTER LINE
 DS1018'OF THE HIGHWAY.
 DS1018'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0079 ***********************************************************************
 DS0079  DESIGNATION -  A 235
 DS0079  PID         -  DS0079
 DS0079  STATE/COUNTY-  NM/SOCORRO
 DS0079  USGS QUAD   -  MOCKINGBIRD GAP (1982)
 DS0079
 DS0079                         *CURRENT SURVEY CONTROL
 DS0079  ___________________________________________________________________
 DS0079* NAD 83(1986)-  33 30 55.     (N)    106 23 38.     (W)     SCALED    
 DS0079* NAVD 88     -      1480.566  (meters)    4857.49   (feet)  ADJUSTED  
 DS0079  ___________________________________________________________________
 DS0079  GEOID HEIGHT-         -21.98  (meters)                     GEOID03
 DS0079  DYNAMIC HT  -        1478.441 (meters)    4850.52  (feet)  COMP
 DS0079  MODELED GRAV-     979,150.2   (mgal)                       NAVD 88
 DS0079
 DS0079  VERT ORDER  -  SECOND    CLASS 0
 DS0079
 DS0079.The horizontal coordinates were scaled from a topographic map and have
 DS0079.an estimated accuracy of +/- 6 seconds.
 DS0079
 DS0079.The orthometric height was determined by differential leveling
 DS0079.and adjusted by the National Geodetic Survey in June 1991..
 DS0079
 DS0079.The geoid height was determined by GEOID03.
 DS0079
 DS0079.The dynamic height is computed by dividing the NAVD 88
 DS0079.geopotential number by the normal gravity value computed on the
 DS0079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0079.degrees latitude (g = 980.6199 gals.).
 DS0079
 DS0079.The modeled gravity was interpolated from observed gravity values.
 DS0079
 DS0079;                    North         East    Units  Estimated Accuracy
 DS0079;SPC NM C     -   278,900.      486,630.      MT  (+/- 180 meters Scaled)
 DS0079
 DS0079                          SUPERSEDED SURVEY CONTROL
 DS0079
 DS0079  NGVD 29 (??/??/92) 1479.905  (m)         4855.32   (f) ADJ UNCH    2 0
 DS0079
 DS0079.Superseded values are not recommended for survey control.
 DS0079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0079.See file dsdata.txt to determine how the superseded data were derived.
 DS0079
 DS0079_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT705092(NAD 83)
 DS0079_MARKER: DB = BENCH MARK DISK
 DS0079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0079_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0079_STAMPING: A 235 1952
 DS0079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0079+STABILITY: SURFACE MOTION
 DS0079
 DS0079  HISTORY     - Date     Condition        Report By
 DS0079  HISTORY     - 1952     MONUMENTED       CGS
 DS0079  HISTORY     - 1975     MARK NOT FOUND   USGS
 DS0079
 DS0079                          STATION DESCRIPTION
 DS0079
 DS0079'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DS0079'36.05 MI SW FROM CARRIZOZO.
 DS0079'14.8 MILES SOUTH ALONG U.S. HIGHWAY 54 FROM THE POST OFFICE AT
 DS0079'CARRIZOZO, THENCE 21.25 MILES WEST ALONG THE MOCKING BIRD GAP ROAD,
 DS0079'198 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 40 FEET NORTHEAST
 DS0079'OF THE NORTHEAST EDGE OF A LARGE DRY WASH, ON THE SOUTHWEST SLOPE OF A
 DS0079'ROCKY RIDGE, 3 FEET EAST OF A WITNESS POST, SET IN THE TOP OF A
 DS0079'CONCRETE POST WHICH PROJECTS 0.8 FOOT ABOVE THE GROUND.
 DS0079
 DS0079                          STATION RECOVERY (1975)
 DS0079
 DS0079'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 DS0079'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0101 ***********************************************************************
 DS0101  DESIGNATION -  A 236
 DS0101  PID         -  DS0101
 DS0101  STATE/COUNTY-  NM/SOCORRO
 DS0101  USGS QUAD   -  TRINITY SITE (1981)
 DS0101
 DS0101                         *CURRENT SURVEY CONTROL
 DS0101  ___________________________________________________________________
 DS0101* NAD 83(1986)-  33 38 34.     (N)    106 28 58.     (W)     SCALED    
 DS0101* NAVD 88     -      1489.477  (meters)    4886.73   (feet)  ADJUSTED  
 DS0101  ___________________________________________________________________
 DS0101  GEOID HEIGHT-         -22.09  (meters)                     GEOID03
 DS0101  DYNAMIC HT  -        1487.328 (meters)    4879.68  (feet)  COMP
 DS0101  MODELED GRAV-     979,141.7   (mgal)                       NAVD 88
 DS0101
 DS0101  VERT ORDER  -  SECOND    CLASS 0
 DS0101
 DS0101.The horizontal coordinates were scaled from a topographic map and have
 DS0101.an estimated accuracy of +/- 6 seconds.
 DS0101
 DS0101.The orthometric height was determined by differential leveling
 DS0101.and adjusted by the National Geodetic Survey in June 1991..
 DS0101
 DS0101.The geoid height was determined by GEOID03.
 DS0101
 DS0101.The dynamic height is computed by dividing the NAVD 88
 DS0101.geopotential number by the normal gravity value computed on the
 DS0101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0101.degrees latitude (g = 980.6199 gals.).
 DS0101
 DS0101.The modeled gravity was interpolated from observed gravity values.
 DS0101
 DS0101;                    North         East    Units  Estimated Accuracy
 DS0101;SPC NM C     -   293,060.      478,410.      MT  (+/- 180 meters Scaled)
 DS0101
 DS0101                          SUPERSEDED SURVEY CONTROL
 DS0101
 DS0101  NGVD 29 (??/??/92) 1488.797  (m)         4884.49   (f) ADJ UNCH    2 0
 DS0101
 DS0101.Superseded values are not recommended for survey control.
 DS0101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0101.See file dsdata.txt to determine how the superseded data were derived.
 DS0101
 DS0101_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT624235(NAD 83)
 DS0101_MARKER: DB = BENCH MARK DISK
 DS0101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0101_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0101_STAMPING: A 236 1952
 DS0101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0101+STABILITY: SURFACE MOTION
 DS0101
 DS0101  HISTORY     - Date     Condition        Report By
 DS0101  HISTORY     - 1952     MONUMENTED       CGS
 DS0101
 DS0101                          STATION DESCRIPTION
 DS0101
 DS0101'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DS0101'47.8 MI SW FROM CARRIZOZO.
 DS0101'14.8 MILES SOUTH ALONG U.S. HIGHWAY 54 FROM THE POST OFFICE AT
 DS0101'CARRIZOZO, THENCE 30.0 MILES WEST ALONG THE MOCKING BIRD GAP ROAD,
 DS0101'THENCE 3.0 MILES NORTH ALONG A DIRT ROAD, 83 FEET WEST OF THE CENTER
 DS0101'LINE OF THE ROAD, 3 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A
 DS0101'CONCRETE POST WHICH PROJECTS 0.8 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0370 ***********************************************************************
 DS0370  DESIGNATION -  A 237
 DS0370  PID         -  DS0370
 DS0370  STATE/COUNTY-  NM/SOCORRO
 DS0370  USGS QUAD   -  MOUND SPRINGS (1982)
 DS0370
 DS0370                         *CURRENT SURVEY CONTROL
 DS0370  ___________________________________________________________________
 DS0370* NAD 83(1986)-  33 27 16.     (N)    106 22 13.     (W)     SCALED    
 DS0370* NAVD 88     -      1386.445  (meters)    4548.69   (feet)  ADJUSTED  
 DS0370  ___________________________________________________________________
 DS0370  GEOID HEIGHT-         -22.16  (meters)                     GEOID03
 DS0370  DYNAMIC HT  -        1384.459 (meters)    4542.18  (feet)  COMP
 DS0370  MODELED GRAV-     979,157.0   (mgal)                       NAVD 88
 DS0370
 DS0370  VERT ORDER  -  SECOND    CLASS 0
 DS0370
 DS0370.The horizontal coordinates were scaled from a topographic map and have
 DS0370.an estimated accuracy of +/- 6 seconds.
 DS0370
 DS0370.The orthometric height was determined by differential leveling
 DS0370.and adjusted by the National Geodetic Survey in June 1991..
 DS0370
 DS0370.The geoid height was determined by GEOID03.
 DS0370
 DS0370.The dynamic height is computed by dividing the NAVD 88
 DS0370.geopotential number by the normal gravity value computed on the
 DS0370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0370.degrees latitude (g = 980.6199 gals.).
 DS0370
 DS0370.The modeled gravity was interpolated from observed gravity values.
 DS0370
 DS0370;                    North         East    Units  Estimated Accuracy
 DS0370;SPC NM C     -   272,160.      488,820.      MT  (+/- 180 meters Scaled)
 DS0370
 DS0370                          SUPERSEDED SURVEY CONTROL
 DS0370
 DS0370  NGVD 29 (??/??/92) 1385.794  (m)         4546.56   (f) ADJ UNCH    2 0
 DS0370
 DS0370.Superseded values are not recommended for survey control.
 DS0370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0370.See file dsdata.txt to determine how the superseded data were derived.
 DS0370
 DS0370_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT726025(NAD 83)
 DS0370_MARKER: DB = BENCH MARK DISK
 DS0370_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0370_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0370_STAMPING: A 237 1952
 DS0370_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0370+STABILITY: SURFACE MOTION
 DS0370
 DS0370  HISTORY     - Date     Condition        Report By
 DS0370  HISTORY     - 1952     MONUMENTED       CGS
 DS0370
 DS0370                          STATION DESCRIPTION
 DS0370
 DS0370'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DS0370'43.8 MI SW FROM CARRIZOZO.
 DS0370'14.8 MILES SOUTH ALONG U.S. HIGHWAY 54 FROM THE POST OFFICE AT
 DS0370'CARRIZOZO, THENCE 23.1 MILES WEST ALONG THE MOCKING BIRD GAP ROAD,
 DS0370'THENCE 0.9 MILE SOUTH ALONG A DIRT ROAD, THENCE 5.0 MILES SOUTHEAST
 DS0370'ALONG A TRACK ROAD, 47 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD,
 DS0370'40 FEET WEST OF A TELEPHONE POLE 3 FEET NORTHWEST OF A WITNESS POST,
 DS0370'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE
 DS0370'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0426 ***********************************************************************
 DS0426  DESIGNATION -  A 238
 DS0426  PID         -  DS0426
 DS0426  STATE/COUNTY-  NM/SOCORRO
 DS0426  USGS QUAD   -  SHEEP MOUNTAIN (1981)
 DS0426
 DS0426                         *CURRENT SURVEY CONTROL
 DS0426  ___________________________________________________________________
 DS0426* NAD 83(1986)-  33 19 28.     (N)    106 23 54.     (W)     SCALED    
 DS0426* NAVD 88     -      1268.664  (meters)    4162.28   (feet)  ADJUSTED  
 DS0426  ___________________________________________________________________
 DS0426  GEOID HEIGHT-         -22.53  (meters)                     GEOID03
 DS0426  DYNAMIC HT  -        1266.855 (meters)    4156.34  (feet)  COMP
 DS0426  MODELED GRAV-     979,167.4   (mgal)                       NAVD 88
 DS0426
 DS0426  VERT ORDER  -  SECOND    CLASS 0
 DS0426
 DS0426.The horizontal coordinates were scaled from a topographic map and have
 DS0426.an estimated accuracy of +/- 6 seconds.
 DS0426
 DS0426.The orthometric height was determined by differential leveling
 DS0426.and adjusted by the National Geodetic Survey in June 1991..
 DS0426
 DS0426.The geoid height was determined by GEOID03.
 DS0426
 DS0426.The dynamic height is computed by dividing the NAVD 88
 DS0426.geopotential number by the normal gravity value computed on the
 DS0426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0426.degrees latitude (g = 980.6199 gals.).
 DS0426
 DS0426.The modeled gravity was interpolated from observed gravity values.
 DS0426
 DS0426;                    North         East    Units  Estimated Accuracy
 DS0426;SPC NM C     -   257,740.      486,190.      MT  (+/- 180 meters Scaled)
 DS0426
 DS0426                          SUPERSEDED SURVEY CONTROL
 DS0426
 DS0426  NGVD 29 (??/??/92) 1268.044  (m)         4160.24   (f) ADJ UNCH    2 0
 DS0426
 DS0426.Superseded values are not recommended for survey control.
 DS0426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0426.See file dsdata.txt to determine how the superseded data were derived.
 DS0426
 DS0426_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS698881(NAD 83)
 DS0426_MARKER: DB = BENCH MARK DISK
 DS0426_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0426_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0426_STAMPING: A 238 1952
 DS0426_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0426+STABILITY: SURFACE MOTION
 DS0426
 DS0426  HISTORY     - Date     Condition        Report By
 DS0426  HISTORY     - 1952     MONUMENTED       CGS
 DS0426
 DS0426                          STATION DESCRIPTION
 DS0426
 DS0426'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DS0426'53.9 MI SW FROM CARRIZOZO.
 DS0426'14.8 MILES SOUTH ALONG U.S. HIGHWAY 54 FROM THE POST OFFICE AT
 DS0426'CARRIZOZO, THENCE 23.1 MILES WEST ALONG THE MOCKING BIRD GAP ROAD,
 DS0426'THENCE 0.9 MILE SOUTH ALONG A DIRT ROAD, THENCE 8.7 MILES SOUTHEAST
 DS0426'ALONG A TRACK ROAD, THENCE 2.5 MILES SOUTHWEST ALONG A TRACK ROAD,
 DS0426'THENCE 3.9 MILES SOUTH ALONG A TRACK ROAD, 44 FEET WEST OF THE CENTER
 DS0426'LINE OF THE ROAD, 3 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A
 DS0426'CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0401 ***********************************************************************
 DS0401  DESIGNATION -  A 239
 DS0401  PID         -  DS0401
 DS0401  STATE/COUNTY-  NM/OTERO
 DS0401  USGS QUAD   -  BITTER CREEK (1981)
 DS0401
 DS0401                         *CURRENT SURVEY CONTROL
 DS0401  ___________________________________________________________________
 DS0401* NAD 83(1986)-  33 09 22.     (N)    106 10 13.     (W)     SCALED    
 DS0401* NAVD 88     -      1263.391  (meters)    4144.98   (feet)  ADJUSTED  
 DS0401  ___________________________________________________________________
 DS0401  GEOID HEIGHT-         -22.60  (meters)                     GEOID03
 DS0401  DYNAMIC HT  -        1261.572 (meters)    4139.01  (feet)  COMP
 DS0401  MODELED GRAV-     979,154.9   (mgal)                       NAVD 88
 DS0401
 DS0401  VERT ORDER  -  FIRST     CLASS I
 DS0401
 DS0401.The horizontal coordinates were scaled from a topographic map and have
 DS0401.an estimated accuracy of +/- 6 seconds.
 DS0401
 DS0401.The orthometric height was determined by differential leveling
 DS0401.and adjusted by the National Geodetic Survey in June 1991..
 DS0401.WARNING-Repeat measurements at this control monument indicate possible
 DS0401.vertical movement.
 DS0401
 DS0401.The geoid height was determined by GEOID03.
 DS0401
 DS0401.The dynamic height is computed by dividing the NAVD 88
 DS0401.geopotential number by the normal gravity value computed on the
 DS0401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0401.degrees latitude (g = 980.6199 gals.).
 DS0401
 DS0401.The modeled gravity was interpolated from observed gravity values.
 DS0401
 DS0401;                    North         East    Units  Estimated Accuracy
 DS0401;SPC NM C     -   239,070.      507,440.      MT  (+/- 180 meters Scaled)
 DS0401
 DS0401                          SUPERSEDED SURVEY CONTROL
 DS0401
 DS0401  NGVD 29 (??/??/92) 1262.757  (m)         4142.90   (f) ADJ UNCH    1 1
 DS0401
 DS0401.Superseded values are not recommended for survey control.
 DS0401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0401.See file dsdata.txt to determine how the superseded data were derived.
 DS0401
 DS0401_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS908692(NAD 83)
 DS0401_MARKER: DB = BENCH MARK DISK
 DS0401_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0401_SP_SET: CONCRETE POST
 DS0401_STAMPING: A 239 1952
 DS0401_MARK LOGO: CGS   
 DS0401_PROJECTION: PROJECTING 14 CENTIMETERS
 DS0401_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0401+STABILITY: SURFACE MOTION
 DS0401
 DS0401  HISTORY     - Date     Condition        Report By
 DS0401  HISTORY     - 1952     MONUMENTED       CGS
 DS0401  HISTORY     - 1986     GOOD             NGS
 DS0401
 DS0401                          STATION DESCRIPTION
 DS0401
 DS0401'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DS0401'12.1 MI NW FROM TULAROSA.
 DS0401'6.75 MILES WEST ALONG OLD STATE HIGHWAY 52 FROM THE SOUTHERN PACIFIC
 DS0401'RAILROAD STATION AT TULAROSA, THENCE 5.35 MILES NORTHWEST ALONG A
 DS0401'GRAVELED ROAD, 0.2 MILE NORTHWEST OF A DIRT CROSS ROAD, 70 FEET
 DS0401'SOUTHWEST OF THE CENTER LINE OF THE ROAD, 3 FEET NORTHWEST OF A
 DS0401'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.9
 DS0401'FOOT ABOVE THE GROUND.
 DS0401
 DS0401                          STATION RECOVERY (1986)
 DS0401
 DS0401'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 DS0401'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  12.9 KM
 DS0401'(8.0 MI) WEST OF THE POST OFFICE IN TULAROSA ALONG THE OLD HIGHWAY 52
 DS0401'TO THE TULA GATE, THENCE 9.2 KM (5.7 MI) NORTH OF THE TULA GATE ON
 DS0401'WSMR ROUTE 9, 21.8 METERS (71.5 FT) SOUTHWEST OF THE CENTERLINE OF THE
 DS0401'ROAD, 0.8 METER (2.6 FT) NORTH-NORTHWEST OF A WOODEN WITNESS POST.
 DS0401'THE MARK IS 0.9 METERS  SSE FROM  A WITNESS POST
 DS0401'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0318 ***********************************************************************
 EP0318  DESIGNATION -  A 24
 EP0318  PID         -  EP0318
 EP0318  STATE/COUNTY-  NM/LINCOLN
 EP0318  USGS QUAD   -  ROUGH MOUNTAIN (1995)
 EP0318
 EP0318                         *CURRENT SURVEY CONTROL
 EP0318  ___________________________________________________________________
 EP0318* NAD 83(1986)-  34 10 28.     (N)    105 38 42.     (W)     SCALED    
 EP0318* NAVD 88     -      2034.042  (meters)    6673.35   (feet)  ADJUSTED  
 EP0318  ___________________________________________________________________
 EP0318  GEOID HEIGHT-         -19.99  (meters)                     GEOID03
 EP0318  DYNAMIC HT  -        2031.042 (meters)    6663.51  (feet)  COMP
 EP0318  MODELED GRAV-     979,087.3   (mgal)                       NAVD 88
 EP0318
 EP0318  VERT ORDER  -  FIRST     CLASS II
 EP0318
 EP0318.The horizontal coordinates were scaled from a topographic map and have
 EP0318.an estimated accuracy of +/- 6 seconds.
 EP0318
 EP0318.The orthometric height was determined by differential leveling
 EP0318.and adjusted by the National Geodetic Survey in June 1991..
 EP0318
 EP0318.The geoid height was determined by GEOID03.
 EP0318
 EP0318.The dynamic height is computed by dividing the NAVD 88
 EP0318.geopotential number by the normal gravity value computed on the
 EP0318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EP0318.degrees latitude (g = 980.6199 gals.).
 EP0318
 EP0318.The modeled gravity was interpolated from observed gravity values.
 EP0318
 EP0318;                    North         East    Units  Estimated Accuracy
 EP0318;SPC NM C     -   352,170.      555,770.      MT  (+/- 180 meters Scaled)
 EP0318
 EP0318                          SUPERSEDED SURVEY CONTROL
 EP0318
 EP0318  NGVD 29 (??/??/92) 2033.175  (m)         6670.51   (f) ADJ UNCH    1 2
 EP0318
 EP0318.Superseded values are not recommended for survey control.
 EP0318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EP0318.See file dsdata.txt to determine how the superseded data were derived.
 EP0318
 EP0318_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDT405816(NAD 83)
 EP0318_MARKER: DB = BENCH MARK DISK
 EP0318_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EP0318_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EP0318_STAMPING: 6670.508 A 24 1933
 EP0318_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EP0318+STABILITY: SURFACE MOTION
 EP0318
 EP0318  HISTORY     - Date     Condition        Report By
 EP0318  HISTORY     - 1933     MONUMENTED       CGS
 EP0318  HISTORY     - 1934     GOOD             NGS
 EP0318
 EP0318                          STATION DESCRIPTION
 EP0318
 EP0318'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 EP0318'6.6 MI S FROM CORONA.
 EP0318'6.6 MILES SOUTH ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 EP0318'STATION AT CORONA, LINCOLN COUNTY, 1.8 MILES NORTH OF GALLINAS, 10
 EP0318'POLES NORTH OF MILEPOST 1484, 97 FEET WEST OF THE CENTERLINE OF THE
 EP0318'TRACK, AND 4 FEET EAST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK,
 EP0318'STAMPED 6670.508 A 24 1933 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0450 ***********************************************************************
 FO0450  DESIGNATION -  A 24
 FO0450  PID         -  FO0450
 FO0450  STATE/COUNTY-  NM/SANDOVAL
 FO0450  USGS QUAD   -  HOLY GHOST SPRING (1969)
 FO0450
 FO0450                         *CURRENT SURVEY CONTROL
 FO0450  ___________________________________________________________________
 FO0450* NAD 83(1986)-  35 38 43.     (N)    106 53 19.     (W)     SCALED    
 FO0450* NAVD 88     -      1836.301  (meters)    6024.60   (feet)  ADJUSTED  
 FO0450  ___________________________________________________________________
 FO0450  GEOID HEIGHT-         -19.99  (meters)                     GEOID03
 FO0450  DYNAMIC HT  -        1833.817 (meters)    6016.45  (feet)  COMP
 FO0450  MODELED GRAV-     979,215.7   (mgal)                       NAVD 88
 FO0450
 FO0450  VERT ORDER  -  SECOND    CLASS 0
 FO0450
 FO0450.The horizontal coordinates were scaled from a topographic map and have
 FO0450.an estimated accuracy of +/- 6 seconds.
 FO0450
 FO0450.The orthometric height was determined by differential leveling
 FO0450.and adjusted by the National Geodetic Survey in June 1991..
 FO0450
 FO0450.The geoid height was determined by GEOID03.
 FO0450
 FO0450.The dynamic height is computed by dividing the NAVD 88
 FO0450.geopotential number by the normal gravity value computed on the
 FO0450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0450.degrees latitude (g = 980.6199 gals.).
 FO0450
 FO0450.The modeled gravity was interpolated from observed gravity values.
 FO0450
 FO0450;                    North         East    Units  Estimated Accuracy
 FO0450;SPC NM C     -   515,350.      442,170.      MT  (+/- 180 meters Scaled)
 FO0450
 FO0450                          SUPERSEDED SURVEY CONTROL
 FO0450
 FO0450  NGVD 29 (??/??/92) 1835.347  (m)         6021.47   (f) ADJ UNCH    2 0
 FO0450
 FO0450.Superseded values are not recommended for survey control.
 FO0450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0450.See file dsdata.txt to determine how the superseded data were derived.
 FO0450
 FO0450_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV290462(NAD 83)
 FO0450_MARKER: DD = SURVEY DISK
 FO0450_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FO0450_SP_SET: FLOOR
 FO0450_STAMPING: A 24 1938
 FO0450_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FO0450
 FO0450  HISTORY     - Date     Condition        Report By
 FO0450  HISTORY     - 1938     MONUMENTED       USGS
 FO0450  HISTORY     - 1957     GOOD             NGS
 FO0450  HISTORY     - 1989     GOOD             USPSQD
 FO0450
 FO0450                          STATION DESCRIPTION
 FO0450
 FO0450'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 FO0450'12.35 MI NW FROM SAN YSIDRO.
 FO0450'ABOUT 12.35 MILES NORTHWEST ALONG STATE HIGHWAY 44 FROM THE TRIANGLE
 FO0450'TAVERN AT SAN YSIDRO, AT WARM SPRING, ABOUT 500 FEET EAST OF THE
 FO0450'CENTERLINE OF THE HIGHWAY, 143 FEET NORTHEAST OF THE NORTHEAST CORNER
 FO0450'OF A BUILDING COVERING A SWIMMING POOL, 96 FEET SOUTHEAST OF THE
 FO0450'SOUTHEAST CORNER OF A CONCRETE FOUNDATION AROUND A BOILING SPRING, 20
 FO0450'FEET SOUTHWEST OF THE SOUTH END OF AN OLD SHEEP DIP VAT, 1 FOOT
 FO0450'NORTHEAST OF THE SOUTHWEST CORNER OF AN OLD CONCRETE FOUNDATION, ABOUT
 FO0450'1 FOOT ABOVE THE LEVEL OF THE GROUND, SET IN THE TOP OF A CONCRETE
 FO0450'FLOOR OF THE OLD SHEEP DIP VAT PEN.
 FO0450
 FO0450                          STATION RECOVERY (1989)
 FO0450
 FO0450'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 FO0450'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0237 ***********************************************************************
 CX0237  DESIGNATION -  A 240
 CX0237  PID         -  CX0237
 CX0237  STATE/COUNTY-  NM/OTERO
 CX0237  USGS QUAD   -  HOLLOMAN (1982)
 CX0237
 CX0237                         *CURRENT SURVEY CONTROL
 CX0237  ___________________________________________________________________
 CX0237* NAD 83(1986)-  32 50 15.     (N)    106 06 42.     (W)     SCALED    
 CX0237* NAVD 88     -      1234.299  (meters)    4049.53   (feet)  ADJUSTED  
 CX0237  ___________________________________________________________________
 CX0237  GEOID HEIGHT-         -22.86  (meters)                     GEOID03
 CX0237  DYNAMIC HT  -        1232.500 (meters)    4043.63  (feet)  COMP
 CX0237  MODELED GRAV-     979,138.4   (mgal)                       NAVD 88
 CX0237
 CX0237  VERT ORDER  -  SECOND    CLASS 0
 CX0237
 CX0237.The horizontal coordinates were scaled from a topographic map and have
 CX0237.an estimated accuracy of +/- 6 seconds.
 CX0237
 CX0237.The orthometric height was determined by differential leveling
 CX0237.and adjusted by the National Geodetic Survey in June 1991..
 CX0237
 CX0237.The geoid height was determined by GEOID03.
 CX0237
 CX0237.The dynamic height is computed by dividing the NAVD 88
 CX0237.geopotential number by the normal gravity value computed on the
 CX0237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0237.degrees latitude (g = 980.6199 gals.).
 CX0237
 CX0237.The modeled gravity was interpolated from observed gravity values.
 CX0237
 CX0237;                    North         East    Units  Estimated Accuracy
 CX0237;SPC NM C     -   203,740.      512,950.      MT  (+/- 180 meters Scaled)
 CX0237
 CX0237                          SUPERSEDED SURVEY CONTROL
 CX0237
 CX0237  NGVD 29 (??/??/92) 1233.709  (m)         4047.59   (f) ADJ UNCH    2 0
 CX0237
 CX0237.Superseded values are not recommended for survey control.
 CX0237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0237.See file dsdata.txt to determine how the superseded data were derived.
 CX0237
 CX0237_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS959338(NAD 83)
 CX0237_MARKER: DB = BENCH MARK DISK
 CX0237_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX0237_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CX0237_STAMPING: A 240 1952
 CX0237_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX0237+STABILITY: SURFACE MOTION
 CX0237
 CX0237  HISTORY     - Date     Condition        Report By
 CX0237  HISTORY     - 1952     MONUMENTED       CGS
 CX0237  HISTORY     - 1973     MARK NOT FOUND   USGS
 CX0237
 CX0237                          STATION DESCRIPTION
 CX0237
 CX0237'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CX0237'24.0 MI S FROM TULAROSA.
 CX0237'6.75 MILES WEST ALONG OLD STATE HIGHWAY 52 FROM THE SOUTHERN PACIFIC
 CX0237'RR STATION AT TULAROSA, THENCE 12.9 MILES SOUTH ALONG A GRAVELED ROAD
 CX0237'THENCE 4.35 MILES SOUTH ALONG AN OILED ROAD, 62 FEET EAST OF THE
 CX0237'CENTER LINE ON THE ROAD, 1.5 FEET SOUTH OF A FENCE, 3 FEET EAST OF A
 CX0237'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.9
 CX0237'FOOT ABOVE THE GROUND.
 CX0237
 CX0237                          STATION RECOVERY (1973)
 CX0237
 CX0237'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 CX0237'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0530 ***********************************************************************
 DS0530  DESIGNATION -  A 241
 DS0530  PID         -  DS0530
 DS0530  STATE/COUNTY-  NM/SIERRA
 DS0530  USGS QUAD   -  STRAWBERRY PEAK (1981)
 DS0530
 DS0530                         *CURRENT SURVEY CONTROL
 DS0530  ___________________________________________________________________
 DS0530* NAD 83(1986)-  33 06 29.     (N)    106 31 17.     (W)     SCALED    
 DS0530* NAVD 88     -      1219.592  (meters)    4001.28   (feet)  ADJUSTED  
 DS0530  ___________________________________________________________________
 DS0530  GEOID HEIGHT-         -22.94  (meters)                     GEOID03
 DS0530  DYNAMIC HT  -        1217.833 (meters)    3995.51  (feet)  COMP
 DS0530  MODELED GRAV-     979,154.2   (mgal)                       NAVD 88
 DS0530
 DS0530  VERT ORDER  -  SECOND    CLASS 0
 DS0530
 DS0530.The horizontal coordinates were scaled from a topographic map and have
 DS0530.an estimated accuracy of +/- 6 seconds.
 DS0530
 DS0530.The orthometric height was determined by differential leveling
 DS0530.and adjusted by the National Geodetic Survey in June 1991..
 DS0530
 DS0530.The geoid height was determined by GEOID03.
 DS0530
 DS0530.The dynamic height is computed by dividing the NAVD 88
 DS0530.geopotential number by the normal gravity value computed on the
 DS0530.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0530.degrees latitude (g = 980.6199 gals.).
 DS0530
 DS0530.The modeled gravity was interpolated from observed gravity values.
 DS0530
 DS0530;                    North         East    Units  Estimated Accuracy
 DS0530;SPC NM W     -   234,500.      952,450.      MT  (+/- 180 meters Scaled)
 DS0530
 DS0530                          SUPERSEDED SURVEY CONTROL
 DS0530
 DS0530  NGVD 29 (??/??/92) 1218.979  (m)         3999.27   (f) ADJ UNCH    2 0
 DS0530
 DS0530.Superseded values are not recommended for survey control.
 DS0530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0530.See file dsdata.txt to determine how the superseded data were derived.
 DS0530
 DS0530_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS580642(NAD 83)
 DS0530_MARKER: DB = BENCH MARK DISK
 DS0530_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0530_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0530_STAMPING: A 241 1952
 DS0530_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0530+STABILITY: SURFACE MOTION
 DS0530
 DS0530  HISTORY     - Date     Condition        Report By
 DS0530  HISTORY     - 1952     MONUMENTED       CGS
 DS0530  HISTORY     - 1968     GOOD             NGS
 DS0530
 DS0530                          STATION DESCRIPTION
 DS0530
 DS0530'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 DS0530'4.2 MI S FROM RHODES CANYON RANGE.
 DS0530'TO REACH THE MARK FROM THE RHODES CANYON RANGE CENTER GO SOUTH ON A
 DS0530'PAVED ROAD FOR 4.2 MILES TO A SIDE ROAD LEFT AND THE MARK ON THE
 DS0530'RIGHT.  IT IS SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN
 DS0530'DIAMETER, THAT PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS 115.0 FEET
 DS0530'WEST OF THE CENTERLINE OF THE PAVED ROAD AND 2.4 FEET SOUTH OF A
 DS0530'WITNESS POST.  NOTE-- THIS MARK IS ALSO AN AZIMUTH MARK FOR
 DS0530'TRIANGULATION STATION LAURA CENTER 1967.  THE MARK IS IN SIERRA COUNTY
 DS0530'AND NOT IN SOCORRO COUNTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0376 ***********************************************************************
 CX0376  DESIGNATION -  A 242
 CX0376  PID         -  CX0376
 CX0376  STATE/COUNTY-  NM/OTERO
 CX0376  USGS QUAD   -  OROGRANDE SOUTH (1955)
 CX0376
 CX0376                         *CURRENT SURVEY CONTROL
 CX0376  ___________________________________________________________________
 CX0376* NAD 83(1986)-  32 21 34.     (N)    106 05 41.     (W)     SCALED    
 CX0376* NAVD 88     -      1262.483  (meters)    4142.00   (feet)  ADJUSTED  
 CX0376  ___________________________________________________________________
 CX0376  GEOID HEIGHT-         -23.03  (meters)                     GEOID03
 CX0376  DYNAMIC HT  -        1260.621 (meters)    4135.89  (feet)  COMP
 CX0376  MODELED GRAV-     979,120.2   (mgal)                       NAVD 88
 CX0376
 CX0376  VERT ORDER  -  FIRST     CLASS I
 CX0376
 CX0376.The horizontal coordinates were scaled from a topographic map and have
 CX0376.an estimated accuracy of +/- 6 seconds.
 CX0376
 CX0376.The orthometric height was determined by differential leveling
 CX0376.and adjusted by the National Geodetic Survey in June 1991..
 CX0376.WARNING-Repeat measurements at this control monument indicate possible
 CX0376.vertical movement.
 CX0376
 CX0376.The geoid height was determined by GEOID03.
 CX0376
 CX0376.The dynamic height is computed by dividing the NAVD 88
 CX0376.geopotential number by the normal gravity value computed on the
 CX0376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0376.degrees latitude (g = 980.6199 gals.).
 CX0376
 CX0376.The modeled gravity was interpolated from observed gravity values.
 CX0376
 CX0376;                    North         East    Units  Estimated Accuracy
 CX0376;SPC NM C     -   150,730.      514,610.      MT  (+/- 180 meters Scaled)
 CX0376
 CX0376                          SUPERSEDED SURVEY CONTROL
 CX0376
 CX0376  NGVD 29 (??/??/92) 1261.895  (m)         4140.07   (f) ADJ UNCH    1 1
 CX0376
 CX0376.Superseded values are not recommended for survey control.
 CX0376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0376.See file dsdata.txt to determine how the superseded data were derived.
 CX0376
 CX0376_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR970808(NAD 83)
 CX0376_MARKER: DB = BENCH MARK DISK
 CX0376_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX0376_SP_SET: CONCRETE POST
 CX0376_STAMPING: A 242 1952
 CX0376_MARK LOGO: CGS   
 CX0376_PROJECTION: PROJECTING 15 CENTIMETERS
 CX0376_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX0376+STABILITY: SURFACE MOTION
 CX0376
 CX0376  HISTORY     - Date     Condition        Report By
 CX0376  HISTORY     - 1952     MONUMENTED       CGS
 CX0376  HISTORY     - 1966     GOOD             NGS
 CX0376  HISTORY     - 1980     GOOD             NGS
 CX0376  HISTORY     - 1986     GOOD             NGS
 CX0376
 CX0376                          STATION DESCRIPTION
 CX0376
 CX0376'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 CX0376'1.0 MI SW FROM OROGRANDE.
 CX0376'ABOUT 1.0 MILE SOUTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 CX0376'STATION AT OROGRANDE, IN S 26, T 22 S, R 8 E, 0.4 MILE SOUTH OF THE
 CX0376'INTERSECTION OF A PAVED ROAD, 98 FEET NORTHWEST OF THE NORTHWEST RAIL
 CX0376'OF THE TRACK, 61 FEET EAST OF THE CENTER LINE OF U.S. HIGHWAY 54, 83
 CX0376'FEET SOUTHWEST OF MILEPOST 1344, 1.0 FOOT NORTHEAST OF A METAL WITNESS
 CX0376'POST, ABOUT 3 FEET BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP
 CX0376'OF A CONCRETE POST PROJECTING 5 INCHES.
 CX0376
 CX0376                          STATION RECOVERY (1980)
 CX0376
 CX0376'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CX0376'2.5 KM (1.55 MI) SOUTHWEST ALONG U.S. HIGHWAY 54 FROM THE
 CX0376'POST OFFICE IN OROGRANDE, 0.6 KM (0.4 MI) SOUTHWEST
 CX0376'OF A PAVED ROAD LEADING NORTHWEST, 29.9 METERS (98.0 FT)
 CX0376'NORTHWEST OF THE NEAR RAIL OF THE SOUTHERN PACIFIC RAILROAD,
 CX0376'25.3 METERS (83.0 FT) SOUTHWEST OF MILE POST 1344, AND 18.6 METERS
 CX0376'(61.0 FT) SOUTHEAST OF THE CENTERLINE OF U.S. HIGHWAY 54.
 CX0376'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 CX0376'THE MARK IS 0.9 M BELOW THE HIGHWAY.
 CX0376
 CX0376                          STATION RECOVERY (1986)
 CX0376
 CX0376'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 CX0376'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0482 ***********************************************************************
 CX0482  DESIGNATION -  A 243
 CX0482  PID         -  CX0482
 CX0482  STATE/COUNTY-  NM/OTERO
 CX0482  USGS QUAD   -  ELEPHANT MOUNTAIN (1955)
 CX0482
 CX0482                         *CURRENT SURVEY CONTROL
 CX0482  ___________________________________________________________________
 CX0482* NAD 83(1986)-  32 24 16.     (N)    106 09 46.     (W)     SCALED    
 CX0482* NAVD 88     -      1261.721  (meters)    4139.50   (feet)  ADJUSTED  
 CX0482  ___________________________________________________________________
 CX0482  GEOID HEIGHT-         -23.22  (meters)                     GEOID03
 CX0482  DYNAMIC HT  -        1259.856 (meters)    4133.38  (feet)  COMP
 CX0482  MODELED GRAV-     979,117.0   (mgal)                       NAVD 88
 CX0482
 CX0482  VERT ORDER  -  FIRST     CLASS II
 CX0482
 CX0482.The horizontal coordinates were scaled from a topographic map and have
 CX0482.an estimated accuracy of +/- 6 seconds.
 CX0482
 CX0482.The orthometric height was determined by differential leveling
 CX0482.and adjusted by the National Geodetic Survey in June 1991..
 CX0482
 CX0482.The geoid height was determined by GEOID03.
 CX0482
 CX0482.The dynamic height is computed by dividing the NAVD 88
 CX0482.geopotential number by the normal gravity value computed on the
 CX0482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0482.degrees latitude (g = 980.6199 gals.).
 CX0482
 CX0482.The modeled gravity was interpolated from observed gravity values.
 CX0482
 CX0482;                    North         East    Units  Estimated Accuracy
 CX0482;SPC NM C     -   155,720.      508,210.      MT  (+/- 180 meters Scaled)
 CX0482
 CX0482                          SUPERSEDED SURVEY CONTROL
 CX0482
 CX0482  NGVD 29 (??/??/92) 1261.140  (m)         4137.59   (f) ADJ UNCH    1 2
 CX0482
 CX0482.Superseded values are not recommended for survey control.
 CX0482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0482.See file dsdata.txt to determine how the superseded data were derived.
 CX0482
 CX0482_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR906858(NAD 83)
 CX0482_MARKER: DB = BENCH MARK DISK
 CX0482_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX0482_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CX0482_STAMPING: A 243 1952
 CX0482_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX0482+STABILITY: SURFACE MOTION
 CX0482
 CX0482  HISTORY     - Date     Condition        Report By
 CX0482  HISTORY     - 1952     MONUMENTED       CGS
 CX0482  HISTORY     - 1966     GOOD             NGS
 CX0482
 CX0482                          STATION DESCRIPTION
 CX0482
 CX0482'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 CX0482'5.55 MI W FROM OROGRANDE.
 CX0482'ABOUT 0.6 MILE SOUTH ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 CX0482'STATION AT OROGRANDE, THENCE 4.35 MILES NORTHWEST ALONG A PAVED ROAD,
 CX0482'THENCE 0.6 MILE WEST ALONG WHITE SANDS MISSILE RANGE ROUTE 2, IN S 7,
 CX0482'T 22 S, R 8 E, 68 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 159 FEET
 CX0482'SOUTH AND ACROSS THE ROAD FROM MARKER V-17 FOR AN UNDERGROUND CABLE,
 CX0482'167 FEET SOUTH AND ACROSS THE ROAD FROM A POINT IN LINE WITH A ROW OF
 CX0482'POWER POLES, 1.0 FOOT WEST OF A METAL WITNESS POST, ABOUT LEVEL WITH
 CX0482'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST ABOUT LEVEL WITH THE
 CX0482'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0468 ***********************************************************************
 CX0468  DESIGNATION -  A 244
 CX0468  PID         -  CX0468
 CX0468  STATE/COUNTY-  NM/DONA ANA
 CX0468  USGS QUAD   -  WHITE SANDS (1955)
 CX0468
 CX0468                         *CURRENT SURVEY CONTROL
 CX0468  ___________________________________________________________________
 CX0468* NAD 83(1986)-  32 24 00.     (N)    106 22 59.     (W)     SCALED    
 CX0468* NAVD 88     -      1212.872  (meters)    3979.23   (feet)  ADJUSTED  
 CX0468  ___________________________________________________________________
 CX0468  GEOID HEIGHT-         -23.74  (meters)                     GEOID03
 CX0468  DYNAMIC HT  -        1211.050 (meters)    3973.25  (feet)  COMP
 CX0468  MODELED GRAV-     979,095.6   (mgal)                       NAVD 88
 CX0468
 CX0468  VERT ORDER  -  FIRST     CLASS II
 CX0468
 CX0468.The horizontal coordinates were scaled from a topographic map and have
 CX0468.an estimated accuracy of +/- 6 seconds.
 CX0468
 CX0468.The orthometric height was determined by differential leveling
 CX0468.and adjusted by the National Geodetic Survey in June 1991..
 CX0468
 CX0468.The geoid height was determined by GEOID03.
 CX0468
 CX0468.The dynamic height is computed by dividing the NAVD 88
 CX0468.geopotential number by the normal gravity value computed on the
 CX0468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0468.degrees latitude (g = 980.6199 gals.).
 CX0468
 CX0468.The modeled gravity was interpolated from observed gravity values.
 CX0468
 CX0468;                    North         East    Units  Estimated Accuracy
 CX0468;SPC NM C     -   155,230.      487,480.      MT  (+/- 180 meters Scaled)
 CX0468
 CX0468                          SUPERSEDED SURVEY CONTROL
 CX0468
 CX0468  NGVD 29 (??/??/92) 1212.271  (m)         3977.26   (f) ADJ UNCH    1 2
 CX0468
 CX0468.Superseded values are not recommended for survey control.
 CX0468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0468.See file dsdata.txt to determine how the superseded data were derived.
 CX0468
 CX0468_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR699856(NAD 83)
 CX0468_MARKER: DB = BENCH MARK DISK
 CX0468_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX0468_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CX0468_STAMPING: A 244 1952
 CX0468_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX0468+STABILITY: SURFACE MOTION
 CX0468
 CX0468  HISTORY     - Date     Condition        Report By
 CX0468  HISTORY     - 1952     MONUMENTED       CGS
 CX0468  HISTORY     - 1967     GOOD             NGS
 CX0468
 CX0468                          STATION DESCRIPTION
 CX0468
 CX0468'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 CX0468'5.8 MI E FROM W S M R HEADQUARTERS.
 CX0468'ABOUT 5.5 MILES EAST ALONG WHITE SANDS MISSILE RANGE ROUTE 2 FROM THE
 CX0468'WHITE SANDS MISSILE RANGE HEADQUARTERS BUILDING, THENCE 0.3 MILE EAST
 CX0468'ALONG WHITE SANDS MISSILE RANGE ROUTE 2-A, IN S 13, T 22 S, R 5 E, AT
 CX0468'A CURVE IN THE ROAD, 139 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 75
 CX0468'YARDS SOUTHWEST OF A METAL GATE, 10 FEET WEST OF THE CENTER LINE OF A
 CX0468'TRACK ROAD, 10 FEET NORTH OF POWER POLE 115, 1.3 FEET EAST OF A METAL
 CX0468'WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 CX0468'CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0667 ***********************************************************************
 CX0667  DESIGNATION -  A 245
 CX0667  PID         -  CX0667
 CX0667  STATE/COUNTY-  NM/DONA ANA
 CX0667  USGS QUAD   -  LAS CRUCES (1978)
 CX0667
 CX0667                         *CURRENT SURVEY CONTROL
 CX0667  ___________________________________________________________________
 CX0667* NAD 83(1986)-  32 17 33.     (N)    106 46 40.     (W)     SCALED    
 CX0667* NAVD 88     -      1186.626  (meters)    3893.12   (feet)  ADJUSTED  
 CX0667  ___________________________________________________________________
 CX0667  GEOID HEIGHT-         -23.96  (meters)                     GEOID03
 CX0667  DYNAMIC HT  -        1184.867 (meters)    3887.35  (feet)  COMP
 CX0667  MODELED GRAV-     979,116.2   (mgal)                       NAVD 88
 CX0667
 CX0667  VERT ORDER  -  FIRST     CLASS II
 CX0667
 CX0667.The horizontal coordinates were scaled from a topographic map and have
 CX0667.an estimated accuracy of +/- 6 seconds.
 CX0667
 CX0667.The orthometric height was determined by differential leveling
 CX0667.and adjusted by the National Geodetic Survey in June 1991..
 CX0667
 CX0667.The geoid height was determined by GEOID03.
 CX0667
 CX0667.The dynamic height is computed by dividing the NAVD 88
 CX0667.geopotential number by the normal gravity value computed on the
 CX0667.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0667.degrees latitude (g = 980.6199 gals.).
 CX0667
 CX0667.The modeled gravity was interpolated from observed gravity values.
 CX0667
 CX0667;                    North         East    Units  Estimated Accuracy
 CX0667;SPC NM C     -   143,420.      450,290.      MT  (+/- 180 meters Scaled)
 CX0667
 CX0667                          SUPERSEDED SURVEY CONTROL
 CX0667
 CX0667  NGVD 29 (??/??/92) 1186.071  (m)         3891.30   (f) ADJ UNCH    1 2
 CX0667
 CX0667.Superseded values are not recommended for survey control.
 CX0667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0667.See file dsdata.txt to determine how the superseded data were derived.
 CX0667
 CX0667_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR326742(NAD 83)
 CX0667_MARKER: DB = BENCH MARK DISK
 CX0667_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CX0667_SP_SET: CULVERT
 CX0667_STAMPING: A 245 1952
 CX0667_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX0667
 CX0667  HISTORY     - Date     Condition        Report By
 CX0667  HISTORY     - 1952     MONUMENTED       CGS
 CX0667  HISTORY     - 1981     GOOD             NGS
 CX0667  HISTORY     - 19961223 GOOD             USPSQD
 CX0667  HISTORY     - 19970916 GOOD             USPSQD
 CX0667
 CX0667                          STATION DESCRIPTION
 CX0667
 CX0667'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CX0667'1.25 MI SE FROM LAS CRUCES.
 CX0667'1.25 MILES SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 CX0667'FROM THE STATION AT LAS CRUCES, 0.25 MILE NORTHWEST OF A RAILROAD
 CX0667'CROSSING, 34.3 FEET NORTHEAST OF THE NORTHEAST RAIL, 32.3 FEET
 CX0667'NORTHEAST OF THE NORTH CORNER OF TRESTLE 1113 B, 25.8 FEET SOUTHWEST
 CX0667'OF THE CENTER LINE OF U.S. HIGHWAYS 80 AND 85, 4 FEET ABOVE THE LEVEL
 CX0667'OF THE HIGHWAY, SET IN THE TOP OF THE SOUTHWEST HEADWALL OF A CONCRETE
 CX0667'FLOOD WALL UNDER THE HIGHWAY.
 CX0667
 CX0667                          STATION RECOVERY (1981)
 CX0667
 CX0667'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CX0667'2.2 KM (1.4 MI) NORTHWEST ALONG STATE HIGHWAY 478 FROM THE POST
 CX0667'OFFICE IN MESILLA PARK, OR, 2.0 KM (1.25 MI) SOUTHEAST ALONG THE
 CX0667'ATCHISON, TOPEKA AND SANTA FE RAILROAD FROM THE RAILROAD STATION
 CX0667'IN LAS CRUCES, 0.4 KM (0.25 MI) NORTHWEST OF BOUTZ ROAD, ACROSS
 CX0667'THE HIGHWAY FROM THE BEST WESTERN MISSION INN, IN TOP CENTER OF THE
 CX0667'SOUTHWEST HEADWALL OF CONCRETE CULVERT NUMBER 178.61, 20.9 METERS
 CX0667'(68.6 FT) NORTHWEST OF A UTILITY POLE, 15.7 METERS (51.6 FT)
 CX0667'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY AND 10.5 METERS (34.3 FT)
 CX0667'NORTHEAST OF THE NEAR RAIL.
 CX0667'THE MARK IS 0.9 M ABOVE THE HIGHWAY.
 CX0667
 CX0667                          STATION RECOVERY (1996)
 CX0667
 CX0667'RECOVERY NOTE BY US POWER SQUADRON 1996
 CX0667'RECOVERED IN GOOD CONDITION.
 CX0667
 CX0667                          STATION RECOVERY (1997)
 CX0667
 CX0667'RECOVERY NOTE BY US POWER SQUADRON 1997
 CX0667'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0655 ***********************************************************************
 CX0655  DESIGNATION -  A 246
 CX0655  PID         -  CX0655
 CX0655  STATE/COUNTY-  NM/DONA ANA
 CX0655  USGS QUAD   -  LAS CRUCES (1978)
 CX0655
 CX0655                         *CURRENT SURVEY CONTROL
 CX0655  ___________________________________________________________________
 CX0655* NAD 83(1986)-  32 20 44.     (N)    106 48 23.     (W)     SCALED    
 CX0655* NAVD 88     -      1192.480  (meters)    3912.33   (feet)  ADJUSTED  
 CX0655  ___________________________________________________________________
 CX0655  GEOID HEIGHT-         -23.93  (meters)                     GEOID03
 CX0655  DYNAMIC HT  -        1190.710 (meters)    3906.52  (feet)  COMP
 CX0655  MODELED GRAV-     979,114.4   (mgal)                       NAVD 88
 CX0655
 CX0655  VERT ORDER  -  FIRST     CLASS II
 CX0655
 CX0655.The horizontal coordinates were scaled from a topographic map and have
 CX0655.an estimated accuracy of +/- 6 seconds.
 CX0655
 CX0655.The orthometric height was determined by differential leveling
 CX0655.and adjusted by the National Geodetic Survey in June 1991..
 CX0655.WARNING-Repeat measurements at this control monument indicate possible
 CX0655.vertical movement.
 CX0655
 CX0655.The geoid height was determined by GEOID03.
 CX0655
 CX0655.The dynamic height is computed by dividing the NAVD 88
 CX0655.geopotential number by the normal gravity value computed on the
 CX0655.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0655.degrees latitude (g = 980.6199 gals.).
 CX0655
 CX0655.The modeled gravity was interpolated from observed gravity values.
 CX0655
 CX0655;                    North         East    Units  Estimated Accuracy
 CX0655;SPC NM C     -   149,320.      447,630.      MT  (+/- 180 meters Scaled)
 CX0655
 CX0655                          SUPERSEDED SURVEY CONTROL
 CX0655
 CX0655  NGVD 29 (??/??/92) 1191.953  (m)         3910.60   (f) ADJ UNCH    1 2
 CX0655
 CX0655.Superseded values are not recommended for survey control.
 CX0655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0655.See file dsdata.txt to determine how the superseded data were derived.
 CX0655
 CX0655_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR300801(NAD 83)
 CX0655_MARKER: DB = BENCH MARK DISK
 CX0655_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CX0655_SP_SET: CULVERT
 CX0655_STAMPING: A 246 1952
 CX0655_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX0655_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CX0655+SATELLITE: SATELLITE OBSERVATIONS - September 05, 2002
 CX0655
 CX0655  HISTORY     - Date     Condition        Report By
 CX0655  HISTORY     - 1952     MONUMENTED       CGS
 CX0655  HISTORY     - 1981     GOOD             NGS
 CX0655  HISTORY     - 20020905 GOOD             JCLS
 CX0655
 CX0655                          STATION DESCRIPTION
 CX0655
 CX0655'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CX0655'2.8 MI NW FROM LAS CRUCES.
 CX0655'2.8 MILES NORTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 CX0655'FROM THE STATION AT LAS CRUCES, AT A ROAD CROSSING, 18 FEET SOUTHEAST
 CX0655'OF THE CENTER LINE OF A DIRT ROAD, 11 FEET SOUTHWEST OF THE SOUTHWEST
 CX0655'RAIL, 5.5 FEET NORTHWEST OF A WOODEN FENCE, SET IN THE TOP OF THE
 CX0655'SOUTHEAST END OF THE SOUTHWEST HEADWALL OF CONCRETE CULVERT 1109 H.
 CX0655
 CX0655                          STATION RECOVERY (1981)
 CX0655
 CX0655'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CX0655'IN LAS CRUCES, AT THE JUNCTION OF THE ATCHISON, TOPEKA AND SANTA FE
 CX0655'RAILROAD AND ENGLER ROAD, IN TOP OF THE SOUTHEAST END OF THE SOUTHWEST
 CX0655'HEADWALL OF A 4 FT CONCRETE BOX CULVERT, 5.5 METERS (18.0 FT)
 CX0655'SOUTHEAST OF THE CENTERLINE OF THE ROAD, 3.3 METERS (11.0 FT)
 CX0655'SOUTHWEST OF THE NEAR RAIL, 1.3 METERS (4.3 FT) NORTH-NORTHEAST OF
 CX0655'A RAILROAD CROSSING SIGN AND 0.5 METER (1.7 FT) NORTHWEST OF THE
 CX0655'SOUTHEAST EDGE OF THE HEADWALL.
 CX0655'THE MARK IS 0.3 M BELOW THE TRACKS.
 CX0655
 CX0655                          STATION RECOVERY (2002)
 CX0655
 CX0655'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002
 CX0655'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0847 ***********************************************************************
 CX0847  DESIGNATION -  A 247
 CX0847  PID         -  CX0847
 CX0847  STATE/COUNTY-  NM/DONA ANA
 CX0847  USGS QUAD   -  RINCON (1978)
 CX0847
 CX0847                         *CURRENT SURVEY CONTROL
 CX0847  ___________________________________________________________________
 CX0847* NAD 83(1986)-  32 37 49.     (N)    107 00 57.     (W)     SCALED    
 CX0847* NAVD 88     -      1223.597  (meters)    4014.42   (feet)  ADJUSTED  
 CX0847  ___________________________________________________________________
 CX0847  GEOID HEIGHT-         -23.83  (meters)                     GEOID03
 CX0847  DYNAMIC HT  -        1221.794 (meters)    4008.50  (feet)  COMP
 CX0847  MODELED GRAV-     979,123.3   (mgal)                       NAVD 88
 CX0847
 CX0847  VERT ORDER  -  FIRST     CLASS II
 CX0847
 CX0847.The horizontal coordinates were scaled from a topographic map and have
 CX0847.an estimated accuracy of +/- 6 seconds.
 CX0847
 CX0847.The orthometric height was determined by differential leveling
 CX0847.and adjusted by the National Geodetic Survey in June 1991..
 CX0847
 CX0847.The geoid height was determined by GEOID03.
 CX0847
 CX0847.The dynamic height is computed by dividing the NAVD 88
 CX0847.geopotential number by the normal gravity value computed on the
 CX0847.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0847.degrees latitude (g = 980.6199 gals.).
 CX0847
 CX0847.The modeled gravity was interpolated from observed gravity values.
 CX0847
 CX0847;                    North         East    Units  Estimated Accuracy
 CX0847;SPC NM C     -   181,010.      428,140.      MT  (+/- 180 meters Scaled)
 CX0847
 CX0847                          SUPERSEDED SURVEY CONTROL
 CX0847
 CX0847  NGVD 29 (??/??/92) 1223.018  (m)         4012.52   (f) ADJ UNCH    1 2
 CX0847
 CX0847.Superseded values are not recommended for survey control.
 CX0847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0847.See file dsdata.txt to determine how the superseded data were derived.
 CX0847
 CX0847_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS108120(NAD 83)
 CX0847_MARKER: DB = BENCH MARK DISK
 CX0847_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX0847_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CX0847_STAMPING: A 247 1952
 CX0847_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX0847+STABILITY: SURFACE MOTION
 CX0847
 CX0847  HISTORY     - Date     Condition        Report By
 CX0847  HISTORY     - 1952     MONUMENTED       CGS
 CX0847
 CX0847                          STATION DESCRIPTION
 CX0847
 CX0847'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CX0847'4.5 MI SE FROM RINCON.
 CX0847'4.5 MILES SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 CX0847'FROM THE STATION AT RINCON, 145 FEET NORTHWEST OF A SMALL KNOLL, 146
 CX0847'FEET SOUTHWEST OF MILEPOST 1084, 96 FEET SOUTHWEST OF THE SOUTHWEST
 CX0847'RAIL, 183 FEET SOUTH OF THE SOUTH CORNER OF TRESTLE 1083 G, 1.7 FEET
 CX0847'NORTHEAST OF A FENCE, 4.6 FEET SOUTHWEST OF A WITNESS POST, SET IN THE
 CX0847'TOP OF A CONCRETE POST WHICH PROJECTS 0.7 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0099 ***********************************************************************
 CX0099  DESIGNATION -  A 248
 CX0099  PID         -  CX0099
 CX0099  STATE/COUNTY-  NM/OTERO
 CX0099  USGS QUAD   -  LAKE LUCERO NE (1982)
 CX0099
 CX0099                         *CURRENT SURVEY CONTROL
 CX0099  ___________________________________________________________________
 CX0099* NAD 83(1986)-  32 42 01.     (N)    106 16 26.     (W)     SCALED    
 CX0099* NAVD 88     -      1214.232  (meters)    3983.69   (feet)  ADJUSTED  
 CX0099  ___________________________________________________________________
 CX0099  GEOID HEIGHT-         -23.33  (meters)                     GEOID03
 CX0099  DYNAMIC HT  -        1212.460 (meters)    3977.88  (feet)  COMP
 CX0099  MODELED GRAV-     979,137.8   (mgal)                       NAVD 88
 CX0099
 CX0099  VERT ORDER  -  SECOND    CLASS 0
 CX0099
 CX0099.The horizontal coordinates were scaled from a topographic map and have
 CX0099.an estimated accuracy of +/- 6 seconds.
 CX0099
 CX0099.The orthometric height was determined by differential leveling
 CX0099.and adjusted by the National Geodetic Survey in June 1991..
 CX0099
 CX0099.The geoid height was determined by GEOID03.
 CX0099
 CX0099.The dynamic height is computed by dividing the NAVD 88
 CX0099.geopotential number by the normal gravity value computed on the
 CX0099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0099.degrees latitude (g = 980.6199 gals.).
 CX0099
 CX0099.The modeled gravity was interpolated from observed gravity values.
 CX0099
 CX0099;                    North         East    Units  Estimated Accuracy
 CX0099;SPC NM C     -   188,520.      497,760.      MT  (+/- 180 meters Scaled)
 CX0099
 CX0099                          SUPERSEDED SURVEY CONTROL
 CX0099
 CX0099  NGVD 29 (??/??/92) 1213.654  (m)         3981.80   (f) ADJ UNCH    2 0
 CX0099
 CX0099.Superseded values are not recommended for survey control.
 CX0099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0099.See file dsdata.txt to determine how the superseded data were derived.
 CX0099
 CX0099_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS805187(NAD 83)
 CX0099_MARKER: DB = BENCH MARK DISK
 CX0099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX0099_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CX0099_STAMPING: A 248 1952
 CX0099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX0099+STABILITY: SURFACE MOTION
 CX0099
 CX0099  HISTORY     - Date     Condition        Report By
 CX0099  HISTORY     - 1952     MONUMENTED       CGS
 CX0099
 CX0099                          STATION DESCRIPTION
 CX0099
 CX0099'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CX0099'23.35 MI SW FROM ALAMOGORDO.
 CX0099'17.5 MILES SOUTHWEST ALONG U.S. HIGHWAY 70 FROM THE POST OFFICE AT
 CX0099'ALAMOGORDO, THENCE 5.75 MILES SOUTHWEST ALONG OLD ABANDONED U.S.
 CX0099'HIGHWAY 70.  0.1 MILE SOUTHEAST OF A SMALL RIDGE, 130 FEET NORTHWEST
 CX0099'OF THE CENTER LINE OF THE OLD HIGHWAY, 1.8 FEET EAST OF A WITNESS
 CX0099'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.7 FOOT ABOVE
 CX0099'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0453 ***********************************************************************
 FO0453  DESIGNATION -  A 25
 FO0453  PID         -  FO0453
 FO0453  STATE/COUNTY-  NM/SANDOVAL
 FO0453  USGS QUAD   -  HOLY GHOST SPRING (1969)
 FO0453
 FO0453                         *CURRENT SURVEY CONTROL
 FO0453  ___________________________________________________________________
 FO0453* NAD 83(1986)-  35 40 15.     (N)    106 54 53.     (W)     SCALED    
 FO0453* NAVD 88     -      1903.223  (meters)    6244.16   (feet)  ADJUSTED  
 FO0453  ___________________________________________________________________
 FO0453  GEOID HEIGHT-         -19.99  (meters)                     GEOID03
 FO0453  DYNAMIC HT  -        1900.629 (meters)    6235.65  (feet)  COMP
 FO0453  MODELED GRAV-     979,202.9   (mgal)                       NAVD 88
 FO0453
 FO0453  VERT ORDER  -  SECOND    CLASS 0
 FO0453
 FO0453.The horizontal coordinates were scaled from a topographic map and have
 FO0453.an estimated accuracy of +/- 6 seconds.
 FO0453
 FO0453.The orthometric height was determined by differential leveling
 FO0453.and adjusted by the National Geodetic Survey in June 1991..
 FO0453
 FO0453.The geoid height was determined by GEOID03.
 FO0453
 FO0453.The dynamic height is computed by dividing the NAVD 88
 FO0453.geopotential number by the normal gravity value computed on the
 FO0453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0453.degrees latitude (g = 980.6199 gals.).
 FO0453
 FO0453.The modeled gravity was interpolated from observed gravity values.
 FO0453
 FO0453;                    North         East    Units  Estimated Accuracy
 FO0453;SPC NM C     -   518,200.      439,820.      MT  (+/- 180 meters Scaled)
 FO0453
 FO0453                          SUPERSEDED SURVEY CONTROL
 FO0453
 FO0453  NGVD 29 (??/??/92) 1902.251  (m)         6240.97   (f) ADJ UNCH    2 0
 FO0453
 FO0453.Superseded values are not recommended for survey control.
 FO0453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0453.See file dsdata.txt to determine how the superseded data were derived.
 FO0453
 FO0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV267491(NAD 83)
 FO0453_MARKER: DD = SURVEY DISK
 FO0453_SETTING: 66 = SET IN ROCK OUTCROP
 FO0453_SP_SET: SET IN ROCK OUTCROP
 FO0453_STAMPING: A 25 1938
 FO0453_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FO0453+STABILITY: POSITION/ELEVATION WELL
 FO0453
 FO0453  HISTORY     - Date     Condition        Report By
 FO0453  HISTORY     - 1938     MONUMENTED       USGS
 FO0453  HISTORY     - 1957     GOOD             NGS
 FO0453  HISTORY     - 1989     GOOD             USPSQD
 FO0453
 FO0453                          STATION DESCRIPTION
 FO0453
 FO0453'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 FO0453'15.05 MI NW FROM SAN YSIDRO.
 FO0453'ABOUT 15.05 MILES NORTHWEST ALONG STATE HIGHWAY 44 FROM THE TRIANGLE
 FO0453'TAVERN AT SAN YSIDRO, ABOUT 0.05 MILE SOUTHEAST FROM THE TOP OF A
 FO0453'HILL, SOUTHWEST AND ACROSS THE HIGHWAY FROM A PROMINENT SANDSTONE
 FO0453'BLUFF, 202 FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 100 FEET
 FO0453'SOUTHWEST OF A FENCE LINE, 12 FEET ABOVE THE LEVEL OF THE HIGHWAY, SET
 FO0453'IN THE TOP OF A LARGE OUTCROP OF SANDSTONE ROCK, ABOUT 10 FEET ABOVE
 FO0453'THE GROUND FROM THE SOUTHEAST SIDE OF THE ROCK OUTCROP.
 FO0453
 FO0453                          STATION RECOVERY (1989)
 FO0453
 FO0453'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 FO0453'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0336 ***********************************************************************
 DR0336  DESIGNATION -  A 25 RESET
 DR0336  PID         -  DR0336
 DR0336  STATE/COUNTY-  NM/LINCOLN
 DR0336  USGS QUAD   -  HORSESHOE BEND (1988)
 DR0336
 DR0336                         *CURRENT SURVEY CONTROL
 DR0336  ___________________________________________________________________
 DR0336* NAD 83(1986)-  33 21 10.     (N)    104 59 39.     (W)     SCALED    
 DR0336* NAVD 88     -      1488.73   (+/-2cm)    4884.3    (feet)  VERTCON   
 DR0336  ___________________________________________________________________
 DR0336  GEOID HEIGHT-         -22.04  (meters)                     GEOID03
 DR0336
 DR0336  VERT ORDER  -  FIRST     CLASS II (See Below)
 DR0336
 DR0336.The horizontal coordinates were scaled from a topographic map and have
 DR0336.an estimated accuracy of +/- 6 seconds.
 DR0336
 DR0336.The NAVD 88 height was computed by applying the VERTCON shift value to
 DR0336.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DR0336.The vertical order pertains to the NGVD 29 superseded value.
 DR0336
 DR0336.The geoid height was determined by GEOID03.
 DR0336
 DR0336;                    North         East    Units  Estimated Accuracy
 DR0336;SPC NM C     -   261,580.      616,880.      MT  (+/- 180 meters Scaled)
 DR0336
 DR0336                          SUPERSEDED SURVEY CONTROL
 DR0336
 DR0336  NGVD 29 (??/??/92) 1488.087  (m)         4882.17   (f) ADJ UNCH    1 2
 DR0336
 DR0336.Superseded values are not recommended for survey control.
 DR0336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0336.See file dsdata.txt to determine how the superseded data were derived.
 DR0336
 DR0336_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES005903(NAD 83)
 DR0336_MARKER: DB = BENCH MARK DISK
 DR0336_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DR0336_SP_SET: CULVERT
 DR0336_STAMPING: A 25 RESET 1960
 DR0336_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR0336
 DR0336  HISTORY     - Date     Condition        Report By
 DR0336  HISTORY     - 1960     MONUMENTED       CGS
 DR0336  HISTORY     - 1961     GOOD             NGS
 DR0336
 DR0336                          STATION DESCRIPTION
 DR0336
 DR0336'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 DR0336'20.5 MI E FROM HONDO.
 DR0336'ABOUT 20.5 MILES EAST ALONG U. S. HIGHWAY 70 FROM THE GENERAL STORE AT
 DR0336'HONDO, SET IN THE TOP OF THE EAST END OF THE NORTH HEADWALL OF A 2 X 6
 DR0336'FOOT CONCRETE BOX CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0010 ***********************************************************************
 CY0010  DESIGNATION -  A 251
 CY0010  PID         -  CY0010
 CY0010  STATE/COUNTY-  NM/GRANT
 CY0010  USGS QUAD   -  WHITEWATER (1992)
 CY0010
 CY0010                         *CURRENT SURVEY CONTROL
 CY0010  ___________________________________________________________________
 CY0010* NAD 83(1986)-  32 35 20.     (N)    108 08 48.     (W)     SCALED    
 CY0010* NAVD 88     -      1578.964  (meters)    5180.32   (feet)  ADJUSTED  
 CY0010  ___________________________________________________________________
 CY0010  GEOID HEIGHT-         -24.22  (meters)                     GEOID03
 CY0010  DYNAMIC HT  -        1576.508 (meters)    5172.26  (feet)  COMP
 CY0010  MODELED GRAV-     979,027.4   (mgal)                       NAVD 88
 CY0010
 CY0010  VERT ORDER  -  FIRST     CLASS II
 CY0010
 CY0010.The horizontal coordinates were scaled from a topographic map and have
 CY0010.an estimated accuracy of +/- 6 seconds.
 CY0010
 CY0010.The orthometric height was determined by differential leveling
 CY0010.and adjusted by the National Geodetic Survey in June 1991..
 CY0010
 CY0010.The geoid height was determined by GEOID03.
 CY0010
 CY0010.The dynamic height is computed by dividing the NAVD 88
 CY0010.geopotential number by the normal gravity value computed on the
 CY0010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0010.degrees latitude (g = 980.6199 gals.).
 CY0010
 CY0010.The modeled gravity was interpolated from observed gravity values.
 CY0010
 CY0010;                    North         East    Units  Estimated Accuracy
 CY0010;SPC NM W     -   176,210.      800,590.      MT  (+/- 180 meters Scaled)
 CY0010
 CY0010                          SUPERSEDED SURVEY CONTROL
 CY0010
 CY0010  NGVD 29 (??/??/92) 1578.126  (m)         5177.57   (f) ADJ UNCH    1 2
 CY0010
 CY0010.Superseded values are not recommended for survey control.
 CY0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0010.See file dsdata.txt to determine how the superseded data were derived.
 CY0010
 CY0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYB678093(NAD 83)
 CY0010_MARKER: DB = BENCH MARK DISK
 CY0010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0010_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0010_STAMPING: A 251 1952
 CY0010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0010+STABILITY: SURFACE MOTION
 CY0010
 CY0010  HISTORY     - Date     Condition        Report By
 CY0010  HISTORY     - 1952     MONUMENTED       CGS
 CY0010
 CY0010                          STATION DESCRIPTION
 CY0010
 CY0010'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CY0010'15.4 MI SE FROM SILVER CITY.
 CY0010'15.4 MILES SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 CY0010'FROM THE STATION AT SILVER CITY, 91 FEET NORTHEAST OF THE NORTHEAST
 CY0010'RAIL, 46 FEET NORTHEAST OF THE 6TH POLE NORTHWEST OF MILEPOST 31, 6
 CY0010'FEET SOUTHWEST OF A FENCE, 2.6 MILE SOUTHEAST OF A WITNESS POST, SET
 CY0010'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE
 CY0010'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1008 ***********************************************************************
 CX1008  DESIGNATION -  A 252
 CX1008  PID         -  CX1008
 CX1008  STATE/COUNTY-  NM/LUNA
 CX1008  USGS QUAD   -  FLORIDA (1964)
 CX1008
 CX1008                         *CURRENT SURVEY CONTROL
 CX1008  ___________________________________________________________________
 CX1008* NAD 83(1986)-  32 24 21.     (N)    107 35 06.     (W)     SCALED    
 CX1008* NAVD 88     -      1369.678  (meters)    4493.69   (feet)  ADJUSTED  
 CX1008  ___________________________________________________________________
 CX1008  GEOID HEIGHT-         -24.14  (meters)                     GEOID03
 CX1008  DYNAMIC HT  -        1367.619 (meters)    4486.93  (feet)  COMP
 CX1008  MODELED GRAV-     979,087.9   (mgal)                       NAVD 88
 CX1008
 CX1008  VERT ORDER  -  FIRST     CLASS II
 CX1008
 CX1008.The horizontal coordinates were scaled from a topographic map and have
 CX1008.an estimated accuracy of +/- 6 seconds.
 CX1008
 CX1008.The orthometric height was determined by differential leveling
 CX1008.and adjusted by the National Geodetic Survey in June 1991..
 CX1008
 CX1008.The geoid height was determined by GEOID03.
 CX1008
 CX1008.The dynamic height is computed by dividing the NAVD 88
 CX1008.geopotential number by the normal gravity value computed on the
 CX1008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX1008.degrees latitude (g = 980.6199 gals.).
 CX1008
 CX1008.The modeled gravity was interpolated from observed gravity values.
 CX1008
 CX1008;                    North         East    Units  Estimated Accuracy
 CX1008;SPC NM W     -   155,900.      853,360.      MT  (+/- 180 meters Scaled)
 CX1008
 CX1008                          SUPERSEDED SURVEY CONTROL
 CX1008
 CX1008  NGVD 29 (??/??/92) 1368.976  (m)         4491.38   (f) ADJ UNCH    1 2
 CX1008
 CX1008.Superseded values are not recommended for survey control.
 CX1008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1008.See file dsdata.txt to determine how the superseded data were derived.
 CX1008
 CX1008_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBR568883(NAD 83)
 CX1008_MARKER: DB = BENCH MARK DISK
 CX1008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX1008_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CX1008_STAMPING: A 252 1952
 CX1008_PROJECTION: PROJECTING 13 CENTIMETERS
 CX1008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX1008+STABILITY: SURFACE MOTION
 CX1008
 CX1008  HISTORY     - Date     Condition        Report By
 CX1008  HISTORY     - 1952     MONUMENTED       CGS
 CX1008  HISTORY     - 1980     GOOD             NGS
 CX1008
 CX1008                          STATION DESCRIPTION
 CX1008
 CX1008'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CX1008'14.0 MI NE FROM DEMING.
 CX1008'14.0 MILES NORTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 CX1008'FROM THE STATION AT DEMING, 50.2 FEET NORTHWEST OF THE NORTHWEST RAIL,
 CX1008'11 FEET NORTHWEST OF MILEPOST 1119, 2 FEET NORTHWEST OF A FENCE, 2.6
 CX1008'FEET SOUTHWEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 CX1008'WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 CX1008
 CX1008                          STATION RECOVERY (1980)
 CX1008
 CX1008'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CX1008'RECOVERED IN GOOD CONDITION.  DUE TO CHANGES IN THE ROUTE, A NEW
 CX1008'DESCRIPTION FOLLOWS.  0.2 KILOMETER (0.1 MILE) EAST ALONG SPRUCE
 CX1008'STREET FROM THE POST OFFICE IN DEMING, THENCE 2.4 KILOMETERS (1.5
 CX1008'MILES) NORTH ALONG U.S. HIGHWAY 180, THENCE 22.6 KILOMETERS (14.0
 CX1008'MILES) NORTHEAST ALONG STATE HIGHWAY 26, 0.4 KILOMETER (0.25 MILE)
 CX1008'SOUTHWEST OF HIGHWAY MILEMARKER 14, 44.8 METERS (147.0 FEET) SOUTHEAST
 CX1008'OF THE CENTERLINE OF THE HIGHWAY, 28.6 METERS (93.7 FEET) WEST OF
 CX1008'RAILROAD MILEPOST 1119, 15.4 METERS (50.5 FEET) NORTHWEST OF THE
 CX1008'NORTHWEST RAIL OF THE RAILROAD AND 3.0 METERS (10.0 FEET) NORTHWEST
 CX1008'OF A TELEPHONE POLE.
 CX1008'THE MARK IS 0.8 METERS  SW FROM A WITNESS POST.
 CX1008'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1066 ***********************************************************************
 CX1066  DESIGNATION -  A 253
 CX1066  PID         -  CX1066
 CX1066  STATE/COUNTY-  NM/LUNA
 CX1066  USGS QUAD   -  DEMING WEST (1972)
 CX1066
 CX1066                         *CURRENT SURVEY CONTROL
 CX1066  ___________________________________________________________________
 CX1066* NAD 83(1986)-  32 16 02.     (N)    107 47 27.     (W)     SCALED    
 CX1066* NAVD 88     -      1331.489  (meters)    4368.39   (feet)  ADJUSTED  
 CX1066  ___________________________________________________________________
 CX1066  GEOID HEIGHT-         -24.58  (meters)                     GEOID03
 CX1066  DYNAMIC HT  -        1329.477 (meters)    4361.79  (feet)  COMP
 CX1066  MODELED GRAV-     979,082.3   (mgal)                       NAVD 88
 CX1066
 CX1066  VERT ORDER  -  FIRST     CLASS II
 CX1066
 CX1066.The horizontal coordinates were scaled from a topographic map and have
 CX1066.an estimated accuracy of +/- 6 seconds.
 CX1066
 CX1066.The orthometric height was determined by differential leveling
 CX1066.and adjusted by the National Geodetic Survey in June 1991..
 CX1066
 CX1066.The geoid height was determined by GEOID03.
 CX1066
 CX1066.The dynamic height is computed by dividing the NAVD 88
 CX1066.geopotential number by the normal gravity value computed on the
 CX1066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX1066.degrees latitude (g = 980.6199 gals.).
 CX1066
 CX1066.The modeled gravity was interpolated from observed gravity values.
 CX1066
 CX1066;                    North         East    Units  Estimated Accuracy
 CX1066;SPC NM W     -   140,500.      834,000.      MT  (+/- 180 meters Scaled)
 CX1066
 CX1066                          SUPERSEDED SURVEY CONTROL
 CX1066
 CX1066  NGVD 29 (??/??/92) 1330.800  (m)         4366.13   (f) ADJ UNCH    1 2
 CX1066
 CX1066.Superseded values are not recommended for survey control.
 CX1066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1066.See file dsdata.txt to determine how the superseded data were derived.
 CX1066
 CX1066_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBR371734(NAD 83)
 CX1066_MARKER: DB = BENCH MARK DISK
 CX1066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX1066_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CX1066_STAMPING: A 253 1952
 CX1066_PROJECTION: PROJECTING 8 CENTIMETERS
 CX1066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX1066+STABILITY: SURFACE MOTION
 CX1066_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CX1066+SATELLITE: SATELLITE OBSERVATIONS - December 23, 2004
 CX1066
 CX1066  HISTORY     - Date     Condition        Report By
 CX1066  HISTORY     - 1952     MONUMENTED       CGS
 CX1066  HISTORY     - 1980     GOOD             NGS
 CX1066  HISTORY     - 20041223 GOOD             NGS
 CX1066
 CX1066                          STATION DESCRIPTION
 CX1066
 CX1066'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CX1066'2.0 MI W FROM DEMING.
 CX1066'2.0 MILES WEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATION AT
 CX1066'DEMING, 118 FEET NORTH OF THE CENTER LINE OF U.S. HIGHWAYS 70 AND 80,
 CX1066'105 FEET SOUTH OF MILEPOST 1206, 55.5 FEET SOUTH OF THE SOUTH RAIL, 6
 CX1066'FEET WEST OF A TELEGRAPH POLE, 2 FEET EAST OF A WITNESS POST, SET IN
 CX1066'THE TOP OF A CONCRETE POST WHICH PROEJCTS 0.4 FOOT ABOVE THE GROUND.
 CX1066
 CX1066                          STATION RECOVERY (1980)
 CX1066
 CX1066'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CX1066'3.1 KILOMETERS (1.95 MILES) WEST ALONG THE SOUTHERN PACIFIC RAILROAD
 CX1066'FROM ITS STATION IN DEMING, AT MILE POST 1206 AND IN LINE WITH THE
 CX1066'SOUTH TELEGRAPH POLES, 17.0 METERS (55.8 FEET) SOUTH OF THE SOUTH
 CX1066'RAIL, 32 METERS (105 FEET) SOUTH OF THE MILE POST, 20.1 METERS (66
 CX1066'FEET) NORTH OF THE CENTERLINE OF THE FRONTAGE ROAD AND 2.2 METERS
 CX1066'(7 FEET) WEST OF THE TELEGRAPH POLE ACROSS THE TRACKS FROM THE MILE
 CX1066'POST.
 CX1066'THE MARK IS 0.8 METERS  E FROM A WITNESS POST.
 CX1066
 CX1066                          STATION RECOVERY (2004)
 CX1066
 CX1066'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004
 CX1066'SOUTHERN PACIFIC RR IS NOW UNION PACIFIC RR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0086 ***********************************************************************
 DR0086  DESIGNATION -  A 254
 DR0086  PID         -  DR0086
 DR0086  STATE/COUNTY-  NM/CHAVES
 DR0086  USGS QUAD   -  SOUTH SPRING (1975)
 DR0086
 DR0086                         *CURRENT SURVEY CONTROL
 DR0086  ___________________________________________________________________
 DR0086* NAD 83(1986)-  33 21 36.     (N)    104 29 29.     (W)     SCALED    
 DR0086* NAVD 88     -      1095.456  (meters)    3594.01   (feet)  POSTED    
 DR0086  ___________________________________________________________________
 DR0086  GEOID HEIGHT-         -23.19  (meters)                     GEOID03
 DR0086  DYNAMIC HT  -        1093.960 (meters)    3589.10  (feet)  COMP
 DR0086  MODELED GRAV-     979,238.9   (mgal)                       NAVD 88
 DR0086
 DR0086  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 DR0086
 DR0086.The horizontal coordinates were scaled from a topographic map and have
 DR0086.an estimated accuracy of +/- 6 seconds.
 DR0086
 DR0086.The orthometric height was determined by differential leveling
 DR0086.and adjusted by the National Geodetic Survey in 1992..
 DR0086.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 DR0086.rate of 0.0 thru 1.0 mm/km.
 DR0086
 DR0086.The geoid height was determined by GEOID03.
 DR0086
 DR0086.The dynamic height is computed by dividing the NAVD 88
 DR0086.geopotential number by the normal gravity value computed on the
 DR0086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0086.degrees latitude (g = 980.6199 gals.).
 DR0086
 DR0086.The modeled gravity was interpolated from observed gravity values.
 DR0086
 DR0086;                    North         East    Units  Estimated Accuracy
 DR0086;SPC NM E     -   261,690.      150,290.      MT  (+/- 180 meters Scaled)
 DR0086
 DR0086                          SUPERSEDED SURVEY CONTROL
 DR0086
 DR0086  NGVD 29 (??/??/92) 1094.922  (m)         3592.26   (f) ADJ UNCH    1 2
 DR0086
 DR0086.Superseded values are not recommended for survey control.
 DR0086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0086.See file dsdata.txt to determine how the superseded data were derived.
 DR0086
 DR0086_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES473913(NAD 83)
 DR0086_MARKER: DB = BENCH MARK DISK
 DR0086_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DR0086_SP_SET: FOUNDATION
 DR0086_STAMPING: A 254 1957
 DR0086_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR0086
 DR0086  HISTORY     - Date     Condition        Report By
 DR0086  HISTORY     - 1957     MONUMENTED       CGS
 DR0086  HISTORY     - 1982     MARK NOT FOUND   NGS
 DR0086
 DR0086                          STATION DESCRIPTION
 DR0086
 DR0086'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 DR0086'3.2 MI SE FROM ROSWELL.
 DR0086'ABOUT 3.2 MILES SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 DR0086'RAILWAY FROM THE STATION AT ROSWELL, 66 FEET SOUTH OF MILEPOST 111, IN
 DR0086'THE TOP OF THE CONCRETE FOUNDATION OF THE SOUTHEAST CORNER OF THE AAA
 DR0086'ALFALFA MILLING COMPANY BUILDING, 65 FEET SOUTHWEST OF THE SOUTHWEST
 DR0086'RAIL, ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK, AND 1 FOOT ABOVE THE
 DR0086'GROUND.
 DR0086
 DR0086                          STATION RECOVERY (1982)
 DR0086
 DR0086'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 DR0086'THE BUILDING AND FOUNDATION HAVE BEEN REMOVED AND THE MARK SHOULD BE
 DR0086'CONSIDERED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0140 ***********************************************************************
 DR0140  DESIGNATION -  A 255
 DR0140  PID         -  DR0140
 DR0140  STATE/COUNTY-  NM/CHAVES
 DR0140  USGS QUAD   -  HAGERMAN (1975)
 DR0140
 DR0140                         *CURRENT SURVEY CONTROL
 DR0140  ___________________________________________________________________
 DR0140* NAD 83(1986)-  33 01 34.     (N)    104 21 40.     (W)     SCALED    
 DR0140* NAVD 88     -      1042.149  (meters)    3419.12   (feet)  ADJUSTED  
 DR0140  ___________________________________________________________________
 DR0140  GEOID HEIGHT-         -23.12  (meters)                     GEOID03
 DR0140  DYNAMIC HT  -        1040.718 (meters)    3414.42  (feet)  COMP
 DR0140  MODELED GRAV-     979,229.6   (mgal)                       NAVD 88
 DR0140
 DR0140  VERT ORDER  -  FIRST     CLASS II
 DR0140
 DR0140.The horizontal coordinates were scaled from a topographic map and have
 DR0140.an estimated accuracy of +/- 6 seconds.
 DR0140
 DR0140.The orthometric height was determined by differential leveling
 DR0140.and adjusted by the National Geodetic Survey in June 1991..
 DR0140
 DR0140.The geoid height was determined by GEOID03.
 DR0140
 DR0140.The dynamic height is computed by dividing the NAVD 88
 DR0140.geopotential number by the normal gravity value computed on the
 DR0140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0140.degrees latitude (g = 980.6199 gals.).
 DR0140
 DR0140.The modeled gravity was interpolated from observed gravity values.
 DR0140
 DR0140;                    North         East    Units  Estimated Accuracy
 DR0140;SPC NM E     -   224,650.      162,410.      MT  (+/- 180 meters Scaled)
 DR0140
 DR0140                          SUPERSEDED SURVEY CONTROL
 DR0140
 DR0140.No superseded survey control is available for this station.
 DR0140
 DR0140_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES596543(NAD 83)
 DR0140_MARKER: DB = BENCH MARK DISK
 DR0140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR0140_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DR0140_STAMPING: A 255 1957
 DR0140_MARK LOGO: CGS   
 DR0140_PROJECTION: PROJECTING 4 CENTIMETERS
 DR0140_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR0140+STABILITY: SURFACE MOTION
 DR0140
 DR0140  HISTORY     - Date     Condition        Report By
 DR0140  HISTORY     - 1957     MONUMENTED       CGS
 DR0140  HISTORY     - 1961     GOOD             NGS
 DR0140  HISTORY     - 1982     GOOD             NGS
 DR0140
 DR0140                          STATION DESCRIPTION
 DR0140
 DR0140'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 DR0140'2.1 MI N FROM LAKE ARTHUR.
 DR0140'ABOUT 2.1 MILES NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 DR0140'FROM THE STATION AT LAKE ARTHUR, 54 FEET NORTHWEST OF MILEPOST 137, 40
 DR0140'1/2 FEET WEST OF THE WEST RAIL, 98 FEET EAST OF THE CENTER LINE OF U.
 DR0140'S. HIGHWAY 985, 6 1/2 FEET SOUTH OF A TELEPHONE POLE, 2 1/2 FEET NORTH
 DR0140'OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE
 DR0140'TRACK, AND IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 DR0140
 DR0140                          STATION RECOVERY (1961)
 DR0140
 DR0140'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 DR0140'RECOVERED IN GOOD CONDITION.
 DR0140
 DR0140                          STATION RECOVERY (1982)
 DR0140
 DR0140'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 DR0140'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  20.1 KM (12.5
 DR0140'MI) NORTHERLY ALONG THE SANTA FE RAILROAD FROM THE RAILROAD STATION IN
 DR0140'ARTESIA, 0.7 KM (0.45 MI) NORTH OF HIGHWAY MILEPOST 10, 0.5 KM (0.3
 DR0140'MI) NORTH OF A CROSSROADS, 29.7 METERS (97.4 FT) EAST OF THE
 DR0140'CENTERLINE OF STATE HIGHWAY 2, 13.7 METERS (44.9 FT) NORTHWEST OF
 DR0140'MILEPOST 137, 12.3 METERS (40.4 FT) WEST OF THE NEAR RAIL AND 2.1
 DR0140'METERS (6.9 FT) SOUTH OF A UTILITY POLE.
 DR0140'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 DR0140'THE MARK IS 0.3 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0070 ***********************************************************************
 CW0070  DESIGNATION -  A 256
 CW0070  PID         -  CW0070
 CW0070  STATE/COUNTY-  NM/EDDY
 CW0070  USGS QUAD   -  LAKE MC MILLAN SOUTH (1955)
 CW0070
 CW0070                         *CURRENT SURVEY CONTROL
 CW0070  ___________________________________________________________________
 CW0070* NAD 83(1986)-  32 34 46.     (N)    104 20 10.     (W)     SCALED    
 CW0070* NAVD 88     -      1004.963  (meters)    3297.12   (feet)  POSTED    
 CW0070  ___________________________________________________________________
 CW0070  GEOID HEIGHT-         -23.61  (meters)                     GEOID03
 CW0070  DYNAMIC HT  -        1003.550 (meters)    3292.48  (feet)  COMP
 CW0070  MODELED GRAV-     979,201.3   (mgal)                       NAVD 88
 CW0070
 CW0070  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 CW0070
 CW0070.The horizontal coordinates were scaled from a topographic map and have
 CW0070.an estimated accuracy of +/- 6 seconds.
 CW0070
 CW0070.The orthometric height was determined by differential leveling
 CW0070.and adjusted by the National Geodetic Survey in 1992..
 CW0070.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 CW0070.rate of 0.0 thru 1.0 mm/km.
 CW0070
 CW0070.The geoid height was determined by GEOID03.
 CW0070
 CW0070.The dynamic height is computed by dividing the NAVD 88
 CW0070.geopotential number by the normal gravity value computed on the
 CW0070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0070.degrees latitude (g = 980.6199 gals.).
 CW0070
 CW0070.The modeled gravity was interpolated from observed gravity values.
 CW0070
 CW0070;                    North         East    Units  Estimated Accuracy
 CW0070;SPC NM E     -   175,120.      164,740.      MT  (+/- 180 meters Scaled)
 CW0070
 CW0070                          SUPERSEDED SURVEY CONTROL
 CW0070
 CW0070  NGVD 29 (??/??/92) 1004.489  (m)         3295.56   (f) ADJ UNCH    1 2
 CW0070
 CW0070.Superseded values are not recommended for survey control.
 CW0070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0070.See file dsdata.txt to determine how the superseded data were derived.
 CW0070
 CW0070_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES623048(NAD 83)
 CW0070_MARKER: DB = BENCH MARK DISK
 CW0070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CW0070_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CW0070_STAMPING: A 256 1957
 CW0070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CW0070+STABILITY: SURFACE MOTION
 CW0070
 CW0070  HISTORY     - Date     Condition        Report By
 CW0070  HISTORY     - 1957     MONUMENTED       CGS
 CW0070
 CW0070                          STATION DESCRIPTION
 CW0070
 CW0070'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 CW0070'13.8 MI NW FROM CARLSBAD.
 CW0070'ABOUT 13.8 MILES NORTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 CW0070'RAILWAY FROM THE STATION AT CARLSBAD, 7 POLES SOUTHEAST OF MILEPOST
 CW0070'169, 101 FEET NORTHEAST OF THE NORTHEAST RAIL, 2 FEET NORTHEAST OF A
 CW0070'FENCE, 6 FEET SOUTHEAST OF A TELEPHONE POLE, 2 FEET NORTHWEST OF A
 CW0070'WHITE WOODEN WITNESS POST, ABOUT 6 FEET BELOW THE LEVEL OF THE TRACK,
 CW0070'AND IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0028 ***********************************************************************
 CW0028  DESIGNATION -  A 257
 CW0028  PID         -  CW0028
 CW0028  STATE/COUNTY-  NM/EDDY
 CW0028  USGS QUAD   -  ARTESIA (1975)
 CW0028
 CW0028                         *CURRENT SURVEY CONTROL
 CW0028  ___________________________________________________________________
 CW0028* NAD 83(1986)-  32 50 34.     (N)    104 28 21.     (W)     SCALED    
 CW0028* NAVD 88     -      1079.122  (meters)    3540.42   (feet)  ADJUSTED  
 CW0028  ___________________________________________________________________
 CW0028  GEOID HEIGHT-         -23.08  (meters)                     GEOID03
 CW0028  DYNAMIC HT  -        1077.620 (meters)    3535.49  (feet)  COMP
 CW0028  MODELED GRAV-     979,209.2   (mgal)                       NAVD 88
 CW0028
 CW0028  VERT ORDER  -  FIRST     CLASS II
 CW0028
 CW0028.The horizontal coordinates were scaled from a topographic map and have
 CW0028.an estimated accuracy of +/- 6 seconds.
 CW0028
 CW0028.The orthometric height was determined by differential leveling
 CW0028.and adjusted by the National Geodetic Survey in June 1991..
 CW0028
 CW0028.The geoid height was determined by GEOID03.
 CW0028
 CW0028.The dynamic height is computed by dividing the NAVD 88
 CW0028.geopotential number by the normal gravity value computed on the
 CW0028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0028.degrees latitude (g = 980.6199 gals.).
 CW0028
 CW0028.The modeled gravity was interpolated from observed gravity values.
 CW0028
 CW0028;                    North         East    Units  Estimated Accuracy
 CW0028;SPC NM E     -   204,330.      151,970.      MT  (+/- 180 meters Scaled)
 CW0028
 CW0028                          SUPERSEDED SURVEY CONTROL
 CW0028
 CW0028  NGVD 29 (??/??/92) 1078.650  (m)         3538.87   (f) ADJ UNCH    1 2
 CW0028
 CW0028.Superseded values are not recommended for survey control.
 CW0028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0028.See file dsdata.txt to determine how the superseded data were derived.
 CW0028
 CW0028_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES493339(NAD 83)
 CW0028_MARKER: DB = BENCH MARK DISK
 CW0028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CW0028_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CW0028_STAMPING: A 257 1957
 CW0028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CW0028+STABILITY: SURFACE MOTION
 CW0028
 CW0028  HISTORY     - Date     Condition        Report By
 CW0028  HISTORY     - 1957     MONUMENTED       CGS
 CW0028
 CW0028                          STATION DESCRIPTION
 CW0028
 CW0028'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 CW0028'4.55 MI W FROM ARTESIA.
 CW0028'ABOUT 0.05 MILE WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 CW0028'FROM THE STATION AT ARTESIA, THENCE 4.5 MILES WEST ALONG STATE HIGHWAY
 CW0028'83, 114 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 1 1/2 FEET SOUTH
 CW0028'OF A FENCE, 2 1/2 FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT
 CW0028'LEVEL WITH THE HIGHWAY, AND IN THE TOP OF A CONCRETE POST PROJECTING 5
 CW0028'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0189 ***********************************************************************
 CW0189  DESIGNATION -  A 258
 CW0189  PID         -  CW0189
 CW0189  STATE/COUNTY-  NM/EDDY
 CW0189  USGS QUAD   -  RED BLUFF (1985)
 CW0189
 CW0189                         *CURRENT SURVEY CONTROL
 CW0189  ___________________________________________________________________
 CW0189* NAD 83(1986)-  32 01 49.     (N)    104 00 16.     (W)     SCALED    
 CW0189* NAVD 88     -       876.854  (meters)    2876.81   (feet)  ADJUSTED  
 CW0189  ___________________________________________________________________
 CW0189  GEOID HEIGHT-         -25.59  (meters)                     GEOID03
 CW0189  DYNAMIC HT  -         875.569 (meters)    2872.60  (feet)  COMP
 CW0189  MODELED GRAV-     979,145.9   (mgal)                       NAVD 88
 CW0189
 CW0189  VERT ORDER  -  FIRST     CLASS II
 CW0189
 CW0189.The horizontal coordinates were scaled from a topographic map and have
 CW0189.an estimated accuracy of +/- 6 seconds.
 CW0189
 CW0189.The orthometric height was determined by differential leveling
 CW0189.and adjusted by the National Geodetic Survey in June 1991..
 CW0189
 CW0189.The geoid height was determined by GEOID03.
 CW0189
 CW0189.The dynamic height is computed by dividing the NAVD 88
 CW0189.geopotential number by the normal gravity value computed on the
 CW0189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0189.degrees latitude (g = 980.6199 gals.).
 CW0189
 CW0189.The modeled gravity was interpolated from observed gravity values.
 CW0189
 CW0189;                    North         East    Units  Estimated Accuracy
 CW0189;SPC NM E     -   114,270.      196,070.      MT  (+/- 180 meters Scaled)
 CW0189
 CW0189                          SUPERSEDED SURVEY CONTROL
 CW0189
 CW0189  NGVD 29 (??/??/92)  876.382  (m)         2875.26   (f) ADJ UNCH    1 2
 CW0189
 CW0189.Superseded values are not recommended for survey control.
 CW0189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0189.See file dsdata.txt to determine how the superseded data were derived.
 CW0189
 CW0189_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SER940442(NAD 83)
 CW0189_MARKER: DB = BENCH MARK DISK
 CW0189_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CW0189_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CW0189_STAMPING: A 258 1957
 CW0189_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CW0189+STABILITY: SURFACE MOTION
 CW0189
 CW0189  HISTORY     - Date     Condition        Report By
 CW0189  HISTORY     - 1957     MONUMENTED       CGS
 CW0189
 CW0189                          STATION DESCRIPTION
 CW0189
 CW0189'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 CW0189'15.15 MI S FROM MALAGA.
 CW0189'ABOUT 15.15 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE
 CW0189'RAILWAY FROM THE STATION AT MALAGA, 136 1/2 FEET EAST AND ACROSS THE
 CW0189'TRACK FROM THE 2ND POLE NORTHWEST OF MILEPOST 215, 80 1/2 FEET
 CW0189'NORTHEAST OF THE NORTHEAST RAIL, 58 FEET SOUTHWEST OF THE CENTER LINE
 CW0189'OF A TRACK ROAD, 2 FEET NORTHWEST OF A WHITE WOODEN WITNESS POST,
 CW0189'ABOUT 3 FEET BELOW THE LEVEL OF THE TRACK, AND IN THE TOP OF A
 CW0189'CONCRETE POST PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0155 ***********************************************************************
 CW0155  DESIGNATION -  A 259
 CW0155  PID         -  CW0155
 CW0155  STATE/COUNTY-  NM/EDDY
 CW0155  USGS QUAD   -  LOVING (1985)
 CW0155
 CW0155                         *CURRENT SURVEY CONTROL
 CW0155  ___________________________________________________________________
 CW0155* NAD 83(1986)-  32 18 44.     (N)    104 07 14.     (W)     SCALED    
 CW0155* NAVD 88     -       927.355  (meters)    3042.50   (feet)  ADJUSTED  
 CW0155  ___________________________________________________________________
 CW0155  GEOID HEIGHT-         -24.80  (meters)                     GEOID03
 CW0155  DYNAMIC HT  -         926.019 (meters)    3038.11  (feet)  COMP
 CW0155  MODELED GRAV-     979,167.3   (mgal)                       NAVD 88
 CW0155
 CW0155  VERT ORDER  -  FIRST     CLASS II
 CW0155
 CW0155.The horizontal coordinates were scaled from a topographic map and have
 CW0155.an estimated accuracy of +/- 6 seconds.
 CW0155
 CW0155.The orthometric height was determined by differential leveling
 CW0155.and adjusted by the National Geodetic Survey in June 1991..
 CW0155
 CW0155.The geoid height was determined by GEOID03.
 CW0155
 CW0155.The dynamic height is computed by dividing the NAVD 88
 CW0155.geopotential number by the normal gravity value computed on the
 CW0155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0155.degrees latitude (g = 980.6199 gals.).
 CW0155
 CW0155.The modeled gravity was interpolated from observed gravity values.
 CW0155
 CW0155;                    North         East    Units  Estimated Accuracy
 CW0155;SPC NM E     -   145,510.      185,040.      MT  (+/- 180 meters Scaled)
 CW0155
 CW0155                          SUPERSEDED SURVEY CONTROL
 CW0155
 CW0155.No superseded survey control is available for this station.
 CW0155
 CW0155_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SER827753(NAD 83)
 CW0155_MARKER: DB = BENCH MARK DISK
 CW0155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CW0155_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CW0155_STAMPING: A 259 1957
 CW0155_PROJECTION: PROJECTING 10 CENTIMETERS
 CW0155_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CW0155+STABILITY: SURFACE MOTION
 CW0155
 CW0155  HISTORY     - Date     Condition        Report By
 CW0155  HISTORY     - 1957     MONUMENTED       CGS
 CW0155  HISTORY     - 1977     MARK NOT FOUND   USGS
 CW0155  HISTORY     - 1981     GOOD             NGS
 CW0155
 CW0155                          STATION DESCRIPTION
 CW0155
 CW0155'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 CW0155'2.45 MI NW FROM LOVING.
 CW0155'ABOUT 2.45 MILES NORTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 CW0155'RAILWAY FROM THE STATION AT LOVING, 4 1/2 POLES NORTHWEST OF MILEPOST
 CW0155'193, 21 1/2 FEET NORTHEAST OF THE NORTHEAST RAIL, 134 FEET EAST OF THE
 CW0155'CENTER OF A ROAD CROSSING, 89 FEET SOUTH OF THE CENTER LINE OF A PAVED
 CW0155'ROAD, 2 FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL
 CW0155'WITH THE TRACK, AND IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 CW0155
 CW0155                          STATION RECOVERY (1977)
 CW0155
 CW0155'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CW0155'MARK NOT FOUND.
 CW0155
 CW0155                          STATION RECOVERY (1981)
 CW0155
 CW0155'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CW0155'11.4 KM (7.1 MI) NORTHERLY ALONG U.S. HIGHWAY 285 FROM THE POST
 CW0155'OFFICE IN MALAGA, OR, 13.0 KM (8.1 MI) SOUTHEAST ALONG U.S. HIGHWAY
 CW0155'285 FROM ITS SOUTH JUNCTION WITH U.S. HIGHWAYS 62 AND 180 IN CARLSBAD,
 CW0155'AT THE JUNCTION OF STATE HIGHWAY 31, 33.8 METERS (111.0 F) NORTHEAST
 CW0155'OF THE CENTERLINE OF THE NORTH BOUND LANES OF THE HIGHWAY, 27.1
 CW0155'METERS (89.0 FT) SOUTH-SOUTHEAST OF THE CENTER OF THE STATE HIGHWAY,
 CW0155'6.6 METERS (21.5 FT) NORTHEAST OF THE NEAR RAIL OF THE ATCHISON,
 CW0155'TOPEKA AND SANTA FE RAILROAD, 5.1 METERS (16.6 FT) SOUTH-SOUTHEAST
 CW0155'OF A UTILITY POLE WITH A METER AND SWITCH BOX, AND 1.2 METERS (4.0 FT)
 CW0155'NORTHWEST OF A FENCE CORNER.
 CW0155'THE MARK IS 0.5 METERS  NW FROM A WITNESS POST.
 CW0155'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0456 ***********************************************************************
 FO0456  DESIGNATION -  A 26
 FO0456  PID         -  FO0456
 FO0456  STATE/COUNTY-  NM/SANDOVAL
 FO0456  USGS QUAD   -  HOLY GHOST SPRING (1969)
 FO0456
 FO0456                         *CURRENT SURVEY CONTROL
 FO0456  ___________________________________________________________________
 FO0456* NAD 83(1986)-  35 41 52.     (N)    106 56 03.     (W)     SCALED    
 FO0456* NAVD 88     -      1899.015  (meters)    6230.35   (feet)  ADJUSTED  
 FO0456  ___________________________________________________________________
 FO0456  GEOID HEIGHT-         -19.96  (meters)                     GEOID03
 FO0456  DYNAMIC HT  -        1896.406 (meters)    6221.79  (feet)  COMP
 FO0456  MODELED GRAV-     979,192.4   (mgal)                       NAVD 88
 FO0456
 FO0456  VERT ORDER  -  SECOND    CLASS 0
 FO0456
 FO0456.The horizontal coordinates were scaled from a topographic map and have
 FO0456.an estimated accuracy of +/- 6 seconds.
 FO0456
 FO0456.The orthometric height was determined by differential leveling
 FO0456.and adjusted by the National Geodetic Survey in June 1991..
 FO0456
 FO0456.The geoid height was determined by GEOID03.
 FO0456
 FO0456.The dynamic height is computed by dividing the NAVD 88
 FO0456.geopotential number by the normal gravity value computed on the
 FO0456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0456.degrees latitude (g = 980.6199 gals.).
 FO0456
 FO0456.The modeled gravity was interpolated from observed gravity values.
 FO0456
 FO0456;                    North         East    Units  Estimated Accuracy
 FO0456;SPC NM C     -   521,200.      438,080.      MT  (+/- 180 meters Scaled)
 FO0456
 FO0456                          SUPERSEDED SURVEY CONTROL
 FO0456
 FO0456  NGVD 29 (??/??/92) 1898.018  (m)         6227.08   (f) ADJ UNCH    2 0
 FO0456
 FO0456.Superseded values are not recommended for survey control.
 FO0456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0456.See file dsdata.txt to determine how the superseded data were derived.
 FO0456
 FO0456_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV250521(NAD 83)
 FO0456_MARKER: DD = SURVEY DISK
 FO0456_SETTING: 80 = SET IN A BOULDER
 FO0456_STAMPING: A 26 1938
 FO0456_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO0456+STABILITY: SURFACE MOTION
 FO0456
 FO0456  HISTORY     - Date     Condition        Report By
 FO0456  HISTORY     - 1938     MONUMENTED       USGS
 FO0456  HISTORY     - 1957     GOOD             NGS
 FO0456  HISTORY     - 1989     GOOD             USPSQD
 FO0456
 FO0456                          STATION DESCRIPTION
 FO0456
 FO0456'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 FO0456'17.25 MI NW FROM SAN YSIDRO.
 FO0456'ABOUT 17.25 MILES NORTHWEST ALONG STATE HIGHWAY 44 FROM THE TRIANGLE
 FO0456'TAVERN AT SAN YSIDRO, AT THE JUNCTION OF A DIRT ROAD NORTHEAST, ABOUT
 FO0456'0.15 MILE SOUTHWEST AND ACROSS THE HIGHWAY FROM AN OLD C.C.C. CAMP, 95
 FO0456'FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 5 1/2 FEET SOUTHEAST
 FO0456'OF A TELEPHONE POLE, 3 1/2 FEET NORTHEAST OF A FENCE LINE, 4 FEET EAST
 FO0456'OF A LARGE FENCE CORNER POST THAT IS AT THE NORTH CORNER OF A CORRAL,
 FO0456'2 FEET NORTHWEST OF A WHITE WOODEN WITNESS POST, 3 FEET BELOW THE
 FO0456'LEVEL OF THE HIGHWEAY, SET IN THE TOP OF LARGE BOULDER WHICH PROJECTS
 FO0456'0.8 FOOT ABOVE THE GROUND.
 FO0456
 FO0456                          STATION RECOVERY (1989)
 FO0456
 FO0456'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 FO0456'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0593 ***********************************************************************
 DS0593  DESIGNATION -  A 260
 DS0593  PID         -  DS0593
 DS0593  STATE/COUNTY-  NM/SOCORRO
 DS0593  USGS QUAD   -  SAN MARCIAL (1982)
 DS0593
 DS0593                         *CURRENT SURVEY CONTROL
 DS0593  ___________________________________________________________________
 DS0593* NAD 83(1986)-  33 44 10.     (N)    106 56 21.     (W)     SCALED    
 DS0593* NAVD 88     -      1382.108  (meters)    4534.47   (feet)  ADJUSTED  
 DS0593  ___________________________________________________________________
 DS0593  GEOID HEIGHT-         -22.62  (meters)                     GEOID03
 DS0593  DYNAMIC HT  -        1380.136 (meters)    4528.00  (feet)  COMP
 DS0593  MODELED GRAV-     979,161.8   (mgal)                       NAVD 88
 DS0593
 DS0593  VERT ORDER  -  FIRST     CLASS II
 DS0593
 DS0593.The horizontal coordinates were scaled from a topographic map and have
 DS0593.an estimated accuracy of +/- 6 seconds.
 DS0593
 DS0593.The orthometric height was determined by differential leveling
 DS0593.and adjusted by the National Geodetic Survey in June 1991..
 DS0593
 DS0593.The geoid height was determined by GEOID03.
 DS0593
 DS0593.The dynamic height is computed by dividing the NAVD 88
 DS0593.geopotential number by the normal gravity value computed on the
 DS0593.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0593.degrees latitude (g = 980.6199 gals.).
 DS0593
 DS0593.The modeled gravity was interpolated from observed gravity values.
 DS0593
 DS0593;                    North         East    Units  Estimated Accuracy
 DS0593;SPC NM C     -   303,600.      436,140.      MT  (+/- 180 meters Scaled)
 DS0593
 DS0593                          SUPERSEDED SURVEY CONTROL
 DS0593
 DS0593  NGVD 29 (??/??/92) 1381.416  (m)         4532.20   (f) ADJ UNCH    1 2
 DS0593
 DS0593.Superseded values are not recommended for survey control.
 DS0593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0593.See file dsdata.txt to determine how the superseded data were derived.
 DS0593
 DS0593_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT203345(NAD 83)
 DS0593_MARKER: DB = BENCH MARK DISK
 DS0593_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0593_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0593_STAMPING: A 260 1952
 DS0593_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0593+STABILITY: SURFACE MOTION
 DS0593
 DS0593  HISTORY     - Date     Condition        Report By
 DS0593  HISTORY     - 1952     MONUMENTED       CGS
 DS0593
 DS0593                          STATION DESCRIPTION
 DS0593
 DS0593'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DS0593'12.7 MI SW FROM SAN ANTONIO.
 DS0593'12.7 MILES SOUTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE FROM THE
 DS0593'STATION AT SAN ANTONIO, 95 FEET SOUTHWEST OF THE 6TH POLE SOUTHWEST OF
 DS0593'MILEPOST 1001, ON THE OUTSIDE OF A LONG CURVE, 103 FEET NORTHWEST OF
 DS0593'THE NORTHWEST RAIL, 300 FEET NORTHEAST OF THE CENTER OF A DRY WASH, 1
 DS0593'FOOT NORTHWEST OF A FENCE, 3 FEET SOUTHWEST OF A WITNESS POST, 10 FEET
 DS0593'ABOVE THE TOP OF THE RAILS, SET IN THE TOP OF A CONCRETE POST WHICH
 DS0593'PROJECTS 0.9 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0795 ***********************************************************************
 DS0795  DESIGNATION -  A 261
 DS0795  PID         -  DS0795
 DS0795  STATE/COUNTY-  NM/SOCORRO
 DS0795  USGS QUAD   -  LAVA (1980)
 DS0795
 DS0795                         *CURRENT SURVEY CONTROL
 DS0795  ___________________________________________________________________
 DS0795* NAD 83(1986)-  33 28 19.     (N)    107 01 04.     (W)     SCALED    
 DS0795* NAVD 88     -      1439.244  (meters)    4721.92   (feet)  ADJUSTED  
 DS0795  ___________________________________________________________________
 DS0795  GEOID HEIGHT-         -22.88  (meters)                     GEOID03
 DS0795  DYNAMIC HT  -        1437.163 (meters)    4715.09  (feet)  COMP
 DS0795  MODELED GRAV-     979,141.1   (mgal)                       NAVD 88
 DS0795
 DS0795  VERT ORDER  -  FIRST     CLASS II
 DS0795
 DS0795.The horizontal coordinates were scaled from a topographic map and have
 DS0795.an estimated accuracy of +/- 6 seconds.
 DS0795
 DS0795.The orthometric height was determined by differential leveling
 DS0795.and adjusted by the National Geodetic Survey in June 1991..
 DS0795
 DS0795.The geoid height was determined by GEOID03.
 DS0795
 DS0795.The dynamic height is computed by dividing the NAVD 88
 DS0795.geopotential number by the normal gravity value computed on the
 DS0795.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0795.degrees latitude (g = 980.6199 gals.).
 DS0795
 DS0795.The modeled gravity was interpolated from observed gravity values.
 DS0795
 DS0795;                    North         East    Units  Estimated Accuracy
 DS0795;SPC NM C     -   274,350.      428,640.      MT  (+/- 180 meters Scaled)
 DS0795
 DS0795                          SUPERSEDED SURVEY CONTROL
 DS0795
 DS0795  NGVD 29 (??/??/92) 1438.568  (m)         4719.70   (f) ADJ UNCH    1 2
 DS0795
 DS0795.Superseded values are not recommended for survey control.
 DS0795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0795.See file dsdata.txt to determine how the superseded data were derived.
 DS0795
 DS0795_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT125054(NAD 83)
 DS0795_MARKER: DB = BENCH MARK DISK
 DS0795_SETTING: 66 = SET IN ROCK OUTCROP
 DS0795_SP_SET: LAVA OUTCROP
 DS0795_STAMPING: A 261 1952
 DS0795_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DS0795+STABILITY: POSITION/ELEVATION WELL
 DS0795
 DS0795  HISTORY     - Date     Condition        Report By
 DS0795  HISTORY     - 1952     MONUMENTED       CGS
 DS0795
 DS0795                          STATION DESCRIPTION
 DS0795
 DS0795'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DS0795'21.2 MI N FROM ENGLE.
 DS0795'21.2 MILES NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD FROM
 DS0795'THE STATION AT ENGLE, 51 FEET SOUTH OF MILEPOST 1022, 0.1 MILE SOUTH
 DS0795'OF AN ABANDONED ROAD CROSSING, 43 FEET WEST OF THE WEST RAIL, 6 FEET
 DS0795'EAST OF A FENCE, 6 FEET EAST OF A WITNESS POST, SET IN THE TOP OF A
 DS0795'LAVA OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0829 ***********************************************************************
 CX0829  DESIGNATION -  A 262
 CX0829  PID         -  CX0829
 CX0829  STATE/COUNTY-  NM/SIERRA
 CX0829  USGS QUAD   -  ALIVIO (1985)
 CX0829
 CX0829                         *CURRENT SURVEY CONTROL
 CX0829  ___________________________________________________________________
 CX0829* NAD 83(1986)-  32 48 40.     (N)    107 01 53.     (W)     SCALED    
 CX0829* NAVD 88     -      1357.299  (meters)    4453.07   (feet)  ADJUSTED  
 CX0829  ___________________________________________________________________
 CX0829  GEOID HEIGHT-         -23.52  (meters)                     GEOID03
 CX0829  DYNAMIC HT  -        1355.295 (meters)    4446.50  (feet)  COMP
 CX0829  MODELED GRAV-     979,115.0   (mgal)                       NAVD 88
 CX0829
 CX0829  VERT ORDER  -  FIRST     CLASS II
 CX0829
 CX0829.The horizontal coordinates were scaled from a topographic map and have
 CX0829.an estimated accuracy of +/- 6 seconds.
 CX0829
 CX0829.The orthometric height was determined by differential leveling
 CX0829.and adjusted by the National Geodetic Survey in June 1991..
 CX0829
 CX0829.The geoid height was determined by GEOID03.
 CX0829
 CX0829.The dynamic height is computed by dividing the NAVD 88
 CX0829.geopotential number by the normal gravity value computed on the
 CX0829.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0829.degrees latitude (g = 980.6199 gals.).
 CX0829
 CX0829.The modeled gravity was interpolated from observed gravity values.
 CX0829
 CX0829;                    North         East    Units  Estimated Accuracy
 CX0829;SPC NM W     -   201,090.      905,100.      MT  (+/- 180 meters Scaled)
 CX0829
 CX0829                          SUPERSEDED SURVEY CONTROL
 CX0829
 CX0829  NGVD 29 (??/??/92) 1356.690  (m)         4451.07   (f) ADJ UNCH    1 2
 CX0829
 CX0829.Superseded values are not recommended for survey control.
 CX0829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0829.See file dsdata.txt to determine how the superseded data were derived.
 CX0829
 CX0829_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS098321(NAD 83)
 CX0829_MARKER: DB = BENCH MARK DISK
 CX0829_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX0829_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CX0829_STAMPING: A 262 1952
 CX0829_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX0829+STABILITY: SURFACE MOTION
 CX0829
 CX0829  HISTORY     - Date     Condition        Report By
 CX0829  HISTORY     - 1952     MONUMENTED       CGS
 CX0829
 CX0829                          STATION DESCRIPTION
 CX0829
 CX0829'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CX0829'10.55 MI N FROM RINCON.
 CX0829'10.55 MILES NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 CX0829'FROM THE STATION AT RINCON, 170 FEET EAST OF MILEPOST 1069, 100 FEET
 CX0829'EAST OF THE EAST RAIL, 2 FEET EAST OF A FENCE, 3 FEET SOUTH OF A
 CX0829'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.9
 CX0829'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0883 ***********************************************************************
 CX0883  DESIGNATION -  A 263
 CX0883  PID         -  CX0883
 CX0883  STATE/COUNTY-  NM/LUNA
 CX0883  USGS QUAD   -  NUTT (1989)
 CX0883
 CX0883                         *CURRENT SURVEY CONTROL
 CX0883  ___________________________________________________________________
 CX0883* NAD 83(1986)-  32 34 37.     (N)    107 26 18.     (W)     SCALED    
 CX0883* NAVD 88     -      1451.259  (meters)    4761.34   (feet)  ADJUSTED  
 CX0883  ___________________________________________________________________
 CX0883  GEOID HEIGHT-         -23.79  (meters)                     GEOID03
 CX0883  DYNAMIC HT  -        1449.087 (meters)    4754.21  (feet)  COMP
 CX0883  MODELED GRAV-     979,090.5   (mgal)                       NAVD 88
 CX0883
 CX0883  VERT ORDER  -  FIRST     CLASS II
 CX0883
 CX0883.The horizontal coordinates were scaled from a topographic map and have
 CX0883.an estimated accuracy of +/- 6 seconds.
 CX0883
 CX0883.The orthometric height was determined by differential leveling
 CX0883.and adjusted by the National Geodetic Survey in June 1991..
 CX0883
 CX0883.The geoid height was determined by GEOID03.
 CX0883
 CX0883.The dynamic height is computed by dividing the NAVD 88
 CX0883.geopotential number by the normal gravity value computed on the
 CX0883.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0883.degrees latitude (g = 980.6199 gals.).
 CX0883
 CX0883.The modeled gravity was interpolated from observed gravity values.
 CX0883
 CX0883;                    North         East    Units  Estimated Accuracy
 CX0883;SPC NM W     -   174,910.      867,090.      MT  (+/- 180 meters Scaled)
 CX0883
 CX0883                          SUPERSEDED SURVEY CONTROL
 CX0883
 CX0883  NGVD 29 (??/??/92) 1450.567  (m)         4759.07   (f) ADJ UNCH    1 2
 CX0883
 CX0883.Superseded values are not recommended for survey control.
 CX0883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0883.See file dsdata.txt to determine how the superseded data were derived.
 CX0883
 CX0883_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBS711070(NAD 83)
 CX0883_MARKER: DB = BENCH MARK DISK
 CX0883_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX0883_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CX0883_STAMPING: A 263 1952
 CX0883_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX0883+STABILITY: SURFACE MOTION
 CX0883
 CX0883  HISTORY     - Date     Condition        Report By
 CX0883  HISTORY     - 1952     MONUMENTED       CGS
 CX0883  HISTORY     - 1980     GOOD             NGS
 CX0883
 CX0883                          STATION DESCRIPTION
 CX0883
 CX0883'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CX0883'1.0 MI NE FROM NUTT.
 CX0883'0.15 MILE WEST ALONG A SPUR TRACK OF THE ATCHISON, TOPEKA AND SANTA FE
 CX0883'RAILROAD FROM THE STATION SIGN AT NUTT, THENCE 0.85 MILE NORTHEAST
 CX0883'ALONG STATE HIGHWAY 26, 97 FEET SOUTH OF THE CENTER LINE OF THE
 CX0883'HIGHWAY, 2.5 FEET NORTH OF A FENCE, 3 FEET EAST OF A WITNESS POST, SET
 CX0883'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.7 FOOT ABOVE THE
 CX0883'GROUND.
 CX0883
 CX0883                          STATION RECOVERY (1980)
 CX0883
 CX0883'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CX0883'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0325 ***********************************************************************
 CY0325  DESIGNATION -  A 264
 CY0325  PID         -  CY0325
 CY0325  STATE/COUNTY-  NM/HIDALGO
 CY0325  USGS QUAD   -  VANAR (1987)
 CY0325
 CY0325                         *CURRENT SURVEY CONTROL
 CY0325  ___________________________________________________________________
 CY0325* NAD 83(1986)-  32 13 25.     (N)    109 01 16.     (W)     SCALED    
 CY0325* NAVD 88     -      1286.990  (meters)    4222.40   (feet)  ADJUSTED  
 CY0325  ___________________________________________________________________
 CY0325  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 CY0325  DYNAMIC HT  -        1285.065 (meters)    4216.08  (feet)  COMP
 CY0325  MODELED GRAV-     979,098.5   (mgal)                       NAVD 88
 CY0325
 CY0325  VERT ORDER  -  FIRST     CLASS II
 CY0325
 CY0325.The horizontal coordinates were scaled from a topographic map and have
 CY0325.an estimated accuracy of +/- 6 seconds.
 CY0325
 CY0325.The orthometric height was determined by differential leveling
 CY0325.and adjusted by the National Geodetic Survey in June 1991..
 CY0325
 CY0325.The geoid height was determined by GEOID03.
 CY0325
 CY0325.The dynamic height is computed by dividing the NAVD 88
 CY0325.geopotential number by the normal gravity value computed on the
 CY0325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0325.degrees latitude (g = 980.6199 gals.).
 CY0325
 CY0325.The modeled gravity was interpolated from observed gravity values.
 CY0325
 CY0325;                    North         East    Units  Estimated Accuracy
 CY0325;SPC NM W     -   136,280.      718,040.      MT  (+/- 180 meters Scaled)
 CY0325
 CY0325                          SUPERSEDED SURVEY CONTROL
 CY0325
 CY0325  NGVD 29 (??/??/92) 1286.203  (m)         4219.82   (f) ADJ UNCH    1 2
 CY0325
 CY0325.Superseded values are not recommended for survey control.
 CY0325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0325.See file dsdata.txt to determine how the superseded data were derived.
 CY0325
 CY0325_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA864669(NAD 83)
 CY0325_MARKER: DB = BENCH MARK DISK
 CY0325_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0325_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0325_STAMPING: A 264 1952
 CY0325_PROJECTION: PROJECTING 12 CENTIMETERS
 CY0325_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0325+STABILITY: SURFACE MOTION
 CY0325
 CY0325  HISTORY     - Date     Condition        Report By
 CY0325  HISTORY     - 1952     MONUMENTED       CGS
 CY0325  HISTORY     - 1979     GOOD             NGS
 CY0325
 CY0325                          STATION DESCRIPTION
 CY0325
 CY0325'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CY0325'1.8 MI W FROM STEINS.
 CY0325'1.8 MILES WEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATION AT
 CY0325'STEINS, 5 POLES WEST OF MILEPOST 1127, 100 FEET SOUTHEAST OF THE
 CY0325'SOUTHEAST RAIL, 4 RAILS EAST OF BRIDGE 1126.87, 3 FEET SOUTHEAST OF A
 CY0325'FENCE, 3 FEET SOUTHWEST OF A WITNESS POST, SET IN THE TOP OF A
 CY0325'CONCRETE POST WHICH PROJECTS 0.8 FOOT ABOVE THE GROUND.
 CY0325
 CY0325                          STATION RECOVERY (1979)
 CY0325
 CY0325'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CY0325'3.2 KILOMETERS (2.0 MILES) WEST ALONG INTERSTATE 10 FROM THE
 CY0325'STEINS ROAD UNDERPASS AT STEINS, 0.6 KILOMETER (0.35 MILE)
 CY0325'SOUTHWEST OF THE I-10 MILEPOST 2, 82.8 METERS (271.8 FEET)
 CY0325'NORTHWEST THE CENTERLINE OF THE WEST BOUND LANES OF I-10,
 CY0325'30.4 METERS (99.7 FEET) SOUTHEAST OF THE  SOUTHEAST RAIL
 CY0325'OF THE SOUTHERN PACIFIC RAILROAD, 52.9 METERS (173.6 FEET)
 CY0325'NORTHWEST OF THE NORTHWEST RIGHT OF WAY FENCE, 1.2 METERS (4.0 FEET)
 CY0325'LOWER THAN THE RAILS, NOTE =THIS CONCRETE POST IS BELIEVED TO BE
 CY0325'POURED ON BEDROCK.
 CY0325'THE MARK IS 1.9 METERS  NE FROM A WITNESS POST.
 CY0325'THE MARK IS 7 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1127 ***********************************************************************
 GL1127  DESIGNATION -  A 266
 GL1127  PID         -  GL1127
 GL1127  STATE/COUNTY-  NM/UNION
 GL1127  USGS QUAD   -  DES MOINES (1972)
 GL1127
 GL1127                         *CURRENT SURVEY CONTROL
 GL1127  ___________________________________________________________________
 GL1127* NAD 83(1986)-  36 47 59.     (N)    103 49 37.     (W)     SCALED    
 GL1127* NAVD 88     -      2011.982  (meters)    6600.98   (feet)  ADJUSTED  
 GL1127  ___________________________________________________________________
 GL1127  GEOID HEIGHT-         -19.27  (meters)                     GEOID03
 GL1127  DYNAMIC HT  -        2009.473 (meters)    6592.75  (feet)  COMP
 GL1127  MODELED GRAV-     979,311.7   (mgal)                       NAVD 88
 GL1127
 GL1127  VERT ORDER  -  SECOND    CLASS 0
 GL1127
 GL1127.The horizontal coordinates were scaled from a topographic map and have
 GL1127.an estimated accuracy of +/- 6 seconds.
 GL1127
 GL1127.The orthometric height was determined by differential leveling
 GL1127.and adjusted by the National Geodetic Survey in June 1991..
 GL1127
 GL1127.The geoid height was determined by GEOID03.
 GL1127
 GL1127.The dynamic height is computed by dividing the NAVD 88
 GL1127.geopotential number by the normal gravity value computed on the
 GL1127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL1127.degrees latitude (g = 980.6199 gals.).
 GL1127
 GL1127.The modeled gravity was interpolated from observed gravity values.
 GL1127
 GL1127;                    North         East    Units  Estimated Accuracy
 GL1127;SPC NM E     -   643,370.      210,190.      MT  (+/- 180 meters Scaled)
 GL1127
 GL1127                          SUPERSEDED SURVEY CONTROL
 GL1127
 GL1127  NGVD 29 (??/??/92) 2011.002  (m)         6597.76   (f) ADJ UNCH    2 0
 GL1127
 GL1127.Superseded values are not recommended for survey control.
 GL1127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1127.See file dsdata.txt to determine how the superseded data were derived.
 GL1127
 GL1127_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA046732(NAD 83)
 GL1127_MARKER: DB = BENCH MARK DISK
 GL1127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL1127_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL1127_STAMPING: A 266 1955
 GL1127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL1127+STABILITY: SURFACE MOTION
 GL1127
 GL1127  HISTORY     - Date     Condition        Report By
 GL1127  HISTORY     - 1955     MONUMENTED       CGS
 GL1127
 GL1127                          STATION DESCRIPTION
 GL1127
 GL1127'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GL1127'3.7 MI N FROM DES MOINES.
 GL1127'1.25 MILES NORTHWEST ALONG STATE HIGHWAY 72 FROM THE COLORADO AND
 GL1127'SOUTHERN RAILROAD STATION AT DES MOINES, THENCE 1.45 MILES NORTH ALONG
 GL1127'A TRACK ROAD, THENCE 1.0 MILE EAST ALONG A TRACK ROAD, 163 YARDS EAST
 GL1127'OF THE SOUTHEAST CORNER OF A STONE HOUSE, 10 FEET SOUTH OF THE CENTER
 GL1127'LINE OF A TRACK ROAD, 80 FEET EAST OF A FENCE CORNER, 2.5 FEET NORTH
 GL1127'OF A FENCE, 2 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A
 GL1127'CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1099 ***********************************************************************
 GL1099  DESIGNATION -  A 267
 GL1099  PID         -  GL1099
 GL1099  STATE/COUNTY-  NM/UNION
 GL1099  USGS QUAD   -  WETHERLY LAKE (1973)
 GL1099
 GL1099                         *CURRENT SURVEY CONTROL
 GL1099  ___________________________________________________________________
 GL1099* NAD 83(1986)-  36 37 38.     (N)    103 41 07.     (W)     SCALED    
 GL1099* NAVD 88     -      1876.060  (meters)    6155.04   (feet)  ADJUSTED  
 GL1099  ___________________________________________________________________
 GL1099  GEOID HEIGHT-         -19.76  (meters)                     GEOID03
 GL1099  DYNAMIC HT  -        1873.752 (meters)    6147.47  (feet)  COMP
 GL1099  MODELED GRAV-     979,333.6   (mgal)                       NAVD 88
 GL1099
 GL1099  VERT ORDER  -  SECOND    CLASS 0
 GL1099
 GL1099.The horizontal coordinates were scaled from a topographic map and have
 GL1099.an estimated accuracy of +/- 6 seconds.
 GL1099
 GL1099.The orthometric height was determined by differential leveling
 GL1099.and adjusted by the National Geodetic Survey in June 1991..
 GL1099
 GL1099.The geoid height was determined by GEOID03.
 GL1099
 GL1099.The dynamic height is computed by dividing the NAVD 88
 GL1099.geopotential number by the normal gravity value computed on the
 GL1099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL1099.degrees latitude (g = 980.6199 gals.).
 GL1099
 GL1099.The modeled gravity was interpolated from observed gravity values.
 GL1099
 GL1099;                    North         East    Units  Estimated Accuracy
 GL1099;SPC NM E     -   624,310.      222,960.      MT  (+/- 180 meters Scaled)
 GL1099
 GL1099                          SUPERSEDED SURVEY CONTROL
 GL1099
 GL1099  NGVD 29 (??/??/92) 1875.160  (m)         6152.09   (f) ADJ UNCH    2 0
 GL1099
 GL1099.Superseded values are not recommended for survey control.
 GL1099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1099.See file dsdata.txt to determine how the superseded data were derived.
 GL1099
 GL1099_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA175543(NAD 83)
 GL1099_MARKER: DB = BENCH MARK DISK
 GL1099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL1099_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL1099_STAMPING: A 267 1955
 GL1099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL1099+STABILITY: SURFACE MOTION
 GL1099
 GL1099  HISTORY     - Date     Condition        Report By
 GL1099  HISTORY     - 1955     MONUMENTED       CGS
 GL1099
 GL1099                          STATION DESCRIPTION
 GL1099
 GL1099'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GL1099'5.5 MI NW FROM GRENVILLE.
 GL1099'4.8 MILES NORTHWEST ALONG THE COLORADO AND SOUTHERN RAILROAD FROM THE
 GL1099'STATION AT GRENVILLE, THENCE 0.7 MILE NORTH ALONG A GRADED DIRT ROAD,
 GL1099'62 FEET WEST OF THE CENTER LINE OF A ROAD, IN LINE WITH A ROW OF
 GL1099'TELEPHONE POLES, 11 FEET NORTHWEST OF A TELEPHONE POLE, 1.7 FEET NORTH
 GL1099'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 GL1099'0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1107 ***********************************************************************
 GL1107  DESIGNATION -  A 268
 GL1107  PID         -  GL1107
 GL1107  STATE/COUNTY-  NM/UNION
 GL1107  USGS QUAD   -  WETHERLY LAKE (1973)
 GL1107
 GL1107                         *CURRENT SURVEY CONTROL
 GL1107  ___________________________________________________________________
 GL1107* NAD 83(1986)-  36 43 58.     (N)    103 41 39.     (W)     SCALED    
 GL1107* NAVD 88     -      1846.666  (meters)    6058.60   (feet)  ADJUSTED  
 GL1107  ___________________________________________________________________
 GL1107  GEOID HEIGHT-         -19.71  (meters)                     GEOID03
 GL1107  DYNAMIC HT  -        1844.400 (meters)    6051.17  (feet)  COMP
 GL1107  MODELED GRAV-     979,338.2   (mgal)                       NAVD 88
 GL1107
 GL1107  VERT ORDER  -  SECOND    CLASS 0
 GL1107
 GL1107.The horizontal coordinates were scaled from a topographic map and have
 GL1107.an estimated accuracy of +/- 6 seconds.
 GL1107
 GL1107.The orthometric height was determined by differential leveling
 GL1107.and adjusted by the National Geodetic Survey in June 1991..
 GL1107
 GL1107.The geoid height was determined by GEOID03.
 GL1107
 GL1107.The dynamic height is computed by dividing the NAVD 88
 GL1107.geopotential number by the normal gravity value computed on the
 GL1107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL1107.degrees latitude (g = 980.6199 gals.).
 GL1107
 GL1107.The modeled gravity was interpolated from observed gravity values.
 GL1107
 GL1107;                    North         East    Units  Estimated Accuracy
 GL1107;SPC NM E     -   636,010.      222,090.      MT  (+/- 180 meters Scaled)
 GL1107
 GL1107                          SUPERSEDED SURVEY CONTROL
 GL1107
 GL1107  NGVD 29 (??/??/92) 1845.760  (m)         6055.63   (f) ADJ UNCH    2 0
 GL1107
 GL1107.Superseded values are not recommended for survey control.
 GL1107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1107.See file dsdata.txt to determine how the superseded data were derived.
 GL1107
 GL1107_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA165660(NAD 83)
 GL1107_MARKER: DB = BENCH MARK DISK
 GL1107_SETTING: 66 = SET IN ROCK OUTCROP
 GL1107_SP_SET: SANDSTONE OUTCROP
 GL1107_STAMPING: A 268 1955
 GL1107_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GL1107+STABILITY: POSITION/ELEVATION WELL
 GL1107
 GL1107  HISTORY     - Date     Condition        Report By
 GL1107  HISTORY     - 1955     MONUMENTED       CGS
 GL1107
 GL1107                          STATION DESCRIPTION
 GL1107
 GL1107'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GL1107'13.55 MI N FROM GRENVILLE.
 GL1107'4.8 MILES NORTHWEST ALONG THE COLORADO AND SOUTHERN RAILROAD FROM THE
 GL1107'STATION AT GRENVILLE, THENCE 7.8 MILES NORTH ALONG A GRADED DIRT ROAD,
 GL1107'THENCE 0.95 MILE NORTHWEST ALONG A GRADED DIRT ROAD, 0.2 MILE
 GL1107'SOUTHEAST OF A CREEK, AT THE SOUTH END OF A BLUFF, 81.3 FEET NORTH OF
 GL1107'THE CENTER LINE OF A ROAD, 41.3 FEET NORTH OF A FENCE, 43.3 FEET
 GL1107'NORTHEAST OF A POWER POLE, 37 FEET SOUTHEAST OF A LARGE SANDSTONE
 GL1107'BOULDER, 45.8 FEET EAST OF A LONE PINON TREE, FLUSH WITH THE GROUND,
 GL1107'SET IN THE TOP OF A 1X2 FOOT SANDSTONE OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0537 ***********************************************************************
 GL0537  DESIGNATION -  A 269
 GL0537  PID         -  GL0537
 GL0537  STATE/COUNTY-  NM/UNION
 GL0537  USGS QUAD   -  GUY (1972)
 GL0537
 GL0537                         *CURRENT SURVEY CONTROL
 GL0537  ___________________________________________________________________
 GL0537* NAD 83(1986)-  36 49 43.     (N)    103 28 22.     (W)     SCALED    
 GL0537* NAVD 88     -      1717.038  (meters)    5633.32   (feet)  ADJUSTED  
 GL0537  ___________________________________________________________________
 GL0537  GEOID HEIGHT-         -20.67  (meters)                     GEOID03
 GL0537  DYNAMIC HT  -        1714.996 (meters)    5626.62  (feet)  COMP
 GL0537  MODELED GRAV-     979,380.6   (mgal)                       NAVD 88
 GL0537
 GL0537  VERT ORDER  -  SECOND    CLASS 0
 GL0537
 GL0537.The horizontal coordinates were scaled from a topographic map and have
 GL0537.an estimated accuracy of +/- 6 seconds.
 GL0537
 GL0537.The orthometric height was determined by differential leveling
 GL0537.and adjusted by the National Geodetic Survey in June 1991..
 GL0537
 GL0537.The geoid height was determined by GEOID03.
 GL0537
 GL0537.The dynamic height is computed by dividing the NAVD 88
 GL0537.geopotential number by the normal gravity value computed on the
 GL0537.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0537.degrees latitude (g = 980.6199 gals.).
 GL0537
 GL0537.The modeled gravity was interpolated from observed gravity values.
 GL0537
 GL0537;                    North         East    Units  Estimated Accuracy
 GL0537;SPC NM E     -   646,800.      241,770.      MT  (+/- 180 meters Scaled)
 GL0537
 GL0537                          SUPERSEDED SURVEY CONTROL
 GL0537
 GL0537  NGVD 29 (??/??/92) 1716.182  (m)         5630.51   (f) ADJ UNCH    2 0
 GL0537
 GL0537.Superseded values are not recommended for survey control.
 GL0537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0537.See file dsdata.txt to determine how the superseded data were derived.
 GL0537
 GL0537_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA361769(NAD 83)
 GL0537_MARKER: DB = BENCH MARK DISK
 GL0537_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0537_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0537_STAMPING: A 269 1955
 GL0537_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0537+STABILITY: SURFACE MOTION
 GL0537
 GL0537  HISTORY     - Date     Condition        Report By
 GL0537  HISTORY     - 1955     MONUMENTED       CGS
 GL0537  HISTORY     - 1970     GOOD             AMS
 GL0537
 GL0537                          STATION DESCRIPTION
 GL0537
 GL0537'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GL0537'39.95 MI NW FROM CLAYTON.
 GL0537'38.75 MILES NORTHWEST ALONG STATE ROAD 370 FROM ITS JUNCTION WITH U.S.
 GL0537'HIGHWAYS 64 AND 87 AT CLAYTON, THENCE 1.2 MILES WEST ALONG A GRADED
 GL0537'DIRT ROAD, 410 FEET SOUTHWEST OF THE REMAINS OF AN OLD STONE BUILDING,
 GL0537'26 FEET SOUTH OF THE CENTER LINE OF A ROAD, 12 FEET EAST OF THE CENTER
 GL0537'OF A GATE, 1.6 FEET NORTH OF A FENCE, 1.8 FEET EAST OF A WITNESS POST,
 GL0537'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.7 FOOT ABOVE THE
 GL0537'GROUND.
 GL0537
 GL0537                          STATION RECOVERY (1970)
 GL0537
 GL0537'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1970
 GL0537'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0285 ***********************************************************************
 FO0285  DESIGNATION -  A 27
 FO0285  PID         -  FO0285
 FO0285  STATE/COUNTY-  NM/SANDOVAL
 FO0285  USGS QUAD   -  BERNALILLO (1990)
 FO0285
 FO0285                         *CURRENT SURVEY CONTROL
 FO0285  ___________________________________________________________________
 FO0285* NAD 83(1986)-  35 18 23.     (N)    106 32 53.     (W)     SCALED    
 FO0285* NAVD 88     -      1540.718  (meters)    5054.84   (feet)  ADJUSTED  
 FO0285  ___________________________________________________________________
 FO0285  GEOID HEIGHT-         -20.79  (meters)                     GEOID03
 FO0285  DYNAMIC HT  -        1538.649 (meters)    5048.05  (feet)  COMP
 FO0285  MODELED GRAV-     979,237.7   (mgal)                       NAVD 88
 FO0285
 FO0285  VERT ORDER  -  FIRST     CLASS II
 FO0285
 FO0285.The horizontal coordinates were scaled from a topographic map and have
 FO0285.an estimated accuracy of +/- 6 seconds.
 FO0285
 FO0285.The orthometric height was determined by differential leveling
 FO0285.and adjusted by the National Geodetic Survey in June 1991..
 FO0285
 FO0285.The geoid height was determined by GEOID03.
 FO0285
 FO0285.The dynamic height is computed by dividing the NAVD 88
 FO0285.geopotential number by the normal gravity value computed on the
 FO0285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0285.degrees latitude (g = 980.6199 gals.).
 FO0285
 FO0285.The modeled gravity was interpolated from observed gravity values.
 FO0285
 FO0285;                    North         East    Units  Estimated Accuracy
 FO0285;SPC NM C     -   477,600.      472,900.      MT  (+/- 180 meters Scaled)
 FO0285
 FO0285                          SUPERSEDED SURVEY CONTROL
 FO0285
 FO0285  NGVD 29 (??/??/92) 1539.876  (m)         5052.08   (f) ADJ UNCH    1 2
 FO0285
 FO0285.Superseded values are not recommended for survey control.
 FO0285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0285.See file dsdata.txt to determine how the superseded data were derived.
 FO0285
 FO0285_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV592081(NAD 83)
 FO0285_MARKER: DB = BENCH MARK DISK
 FO0285_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FO0285_SP_SET: STEP
 FO0285_STAMPING: A 27 1933 5052.047
 FO0285_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FO0285
 FO0285  HISTORY     - Date     Condition        Report By
 FO0285  HISTORY     - 1933     MONUMENTED       CGS
 FO0285  HISTORY     - 1951     GOOD             NGS
 FO0285  HISTORY     - 1984     MARK NOT FOUND   NGS
 FO0285  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 FO0285
 FO0285                          STATION DESCRIPTION
 FO0285
 FO0285'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 FO0285'IN BERNALILLO.
 FO0285'AT BERNALILLO, AT THE COUNTY COURTHOUSE, 115 FEET WEST OF THE CENTER
 FO0285'LINE OF U.S. HIGHWAY 85, AT THE EAST MAIN ENTRANCE TO THE COURTHOUSE,
 FO0285'0.8 FOOT ABOVE THE GROUND, SET IN THE TOP OF THE SOUTH END OF THE
 FO0285'FIRST CONCRETE STEP.
 FO0285
 FO0285                          STATION RECOVERY (1984)
 FO0285
 FO0285'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FO0285'NOTE--THE COURT HOUSE HAS BEEN ADDED TO AND THE MARK MAY STILL EXIST
 FO0285'UNDER THE NEW ADDITION.
 FO0285
 FO0285                          STATION RECOVERY (1989)
 FO0285
 FO0285'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 FO0285'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0625 ***********************************************************************
 GL0625  DESIGNATION -  A 270
 GL0625  PID         -  GL0625
 GL0625  STATE/COUNTY-  NM/UNION
 GL0625  USGS QUAD   -  CLAYTON (1970)
 GL0625
 GL0625                         *CURRENT SURVEY CONTROL
 GL0625  ___________________________________________________________________
 GL0625* NAD 83(1986)-  36 27 59.     (N)    103 11 42.     (W)     SCALED    
 GL0625* NAVD 88     -      1548.353  (meters)    5079.89   (feet)  ADJUSTED  
 GL0625  ___________________________________________________________________
 GL0625  GEOID HEIGHT-         -21.98  (meters)                     GEOID03
 GL0625  DYNAMIC HT  -        1546.513 (meters)    5073.85  (feet)  COMP
 GL0625  MODELED GRAV-     979,388.9   (mgal)                       NAVD 88
 GL0625
 GL0625  VERT ORDER  -  SECOND    CLASS 0
 GL0625
 GL0625.The horizontal coordinates were scaled from a topographic map and have
 GL0625.an estimated accuracy of +/- 6 seconds.
 GL0625
 GL0625.The orthometric height was determined by differential leveling
 GL0625.and adjusted by the National Geodetic Survey in June 1991..
 GL0625
 GL0625.The geoid height was determined by GEOID03.
 GL0625
 GL0625.The dynamic height is computed by dividing the NAVD 88
 GL0625.geopotential number by the normal gravity value computed on the
 GL0625.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0625.degrees latitude (g = 980.6199 gals.).
 GL0625
 GL0625.The modeled gravity was interpolated from observed gravity values.
 GL0625
 GL0625;                    North         East    Units  Estimated Accuracy
 GL0625;SPC NM E     -   606,870.      267,020.      MT  (+/- 180 meters Scaled)
 GL0625
 GL0625                          SUPERSEDED SURVEY CONTROL
 GL0625
 GL0625  NGVD 29 (??/??/92) 1547.610  (m)         5077.45   (f) ADJ UNCH    2 0
 GL0625
 GL0625.Superseded values are not recommended for survey control.
 GL0625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0625.See file dsdata.txt to determine how the superseded data were derived.
 GL0625
 GL0625_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA617371(NAD 83)
 GL0625_MARKER: DB = BENCH MARK DISK
 GL0625_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GL0625_SP_SET: ROAD
 GL0625_STAMPING: A 270 1955
 GL0625_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GL0625
 GL0625  HISTORY     - Date     Condition        Report By
 GL0625  HISTORY     - 1955     MONUMENTED       CGS
 GL0625  HISTORY     - 1970     GOOD             USGS
 GL0625
 GL0625                          STATION DESCRIPTION
 GL0625
 GL0625'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 GL0625'1.0 MI NW FROM CLAYTON.
 GL0625'FROM THE JCT OF U.S. HIGHWAY 64 - 87 PROCEED NW ALONG STATE HIGHWAY
 GL0625'FOR 1.0 MILES TO WEST SIDE OF THE STATE HWY. YARD.  THENCE ALONG LANE
 GL0625'SOUTH FOR 1460 FEET, INTO THE STOCKYARDS.  THE BENCH MARK IS IN THE
 GL0625'CENTER OF THE ROAD, 93 FEET WEST OF A GATE IN THE NORTH SOUTH FENCE,
 GL0625'AND 33 FEET NORTH TO A FENCE AROUND THE CORRAL, A CONCRETE POST FLUSH
 GL0625'WITH THE GROUND.  STANDARD DISK STAMPED A 270 1955.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1202 ***********************************************************************
 GL1202  DESIGNATION -  A 271
 GL1202  PID         -  GL1202
 GL1202  STATE/COUNTY-  NM/UNION
 GL1202  USGS QUAD   -  CROSS L RANCH SW (1972)
 GL1202
 GL1202                         *CURRENT SURVEY CONTROL
 GL1202  ___________________________________________________________________
 GL1202* NAD 83(1986)-  36 50 13.     (N)    103 41 27.     (W)     SCALED    
 GL1202* NAVD 88     -      1882.403  (meters)    6175.85   (feet)  ADJUSTED  
 GL1202  ___________________________________________________________________
 GL1202  GEOID HEIGHT-         -19.79  (meters)                     GEOID03
 GL1202  DYNAMIC HT  -        1880.105 (meters)    6168.31  (feet)  COMP
 GL1202  MODELED GRAV-     979,342.5   (mgal)                       NAVD 88
 GL1202
 GL1202  VERT ORDER  -  SECOND    CLASS 0
 GL1202
 GL1202.The horizontal coordinates were scaled from a topographic map and have
 GL1202.an estimated accuracy of +/- 6 seconds.
 GL1202
 GL1202.The orthometric height was determined by differential leveling
 GL1202.and adjusted by the National Geodetic Survey in June 1991..
 GL1202
 GL1202.The geoid height was determined by GEOID03.
 GL1202
 GL1202.The dynamic height is computed by dividing the NAVD 88
 GL1202.geopotential number by the normal gravity value computed on the
 GL1202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL1202.degrees latitude (g = 980.6199 gals.).
 GL1202
 GL1202.The modeled gravity was interpolated from observed gravity values.
 GL1202
 GL1202;                    North         East    Units  Estimated Accuracy
 GL1202;SPC NM E     -   647,580.      222,310.      MT  (+/- 180 meters Scaled)
 GL1202
 GL1202                          SUPERSEDED SURVEY CONTROL
 GL1202
 GL1202  NGVD 29 (??/??/92) 1881.485  (m)         6172.84   (f) ADJ UNCH    2 0
 GL1202
 GL1202.Superseded values are not recommended for survey control.
 GL1202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1202.See file dsdata.txt to determine how the superseded data were derived.
 GL1202
 GL1202_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA167775(NAD 83)
 GL1202_MARKER: DB = BENCH MARK DISK
 GL1202_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL1202_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL1202_STAMPING: A 271 1955
 GL1202_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL1202+STABILITY: SURFACE MOTION
 GL1202
 GL1202  HISTORY     - Date     Condition        Report By
 GL1202  HISTORY     - 1955     MONUMENTED       CGS
 GL1202
 GL1202                          STATION DESCRIPTION
 GL1202
 GL1202'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GL1202'26.2 MI SE FROM FOLSOM.
 GL1202'19.0 MILES EAST ALONG STATE ROAD 325 FROM THE COLORADO AND SOUTHERN
 GL1202'RAILROAD STATION AT FOLSOM, THENCE 1.85 MILES SOUTH ALONG A WINDING
 GL1202'DIRT ROAD, THENCE 4.05 MILES SOUTH ALONG A TRACK ROAD, THENCE 1.0 MILE
 GL1202'SOUTH ALONG A DIM TRACK ROAD, THENCE 0.3 MILE SOUTH ACROSS A PASTURE,
 GL1202'0.9 MILE NORTHWEST OF A RANCH HOUSE, 52 FEET EAST OF THE CENTER OF A
 GL1202'GATE, 3 FEET SOUTH OF A FENCE, 2.3 FEET WEST OF A WITNESS POST, SET IN
 GL1202'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0448 ***********************************************************************
 GL0448  DESIGNATION -  A 272
 GL0448  PID         -  GL0448
 GL0448  STATE/COUNTY-  NM/UNION
 GL0448  USGS QUAD   -  MC LAUGHLIN BRIDGE (1972)
 GL0448
 GL0448                         *CURRENT SURVEY CONTROL
 GL0448  ___________________________________________________________________
 GL0448* NAD 83(1986)-  36 42 40.     (N)    103 18 25.     (W)     SCALED    
 GL0448* NAVD 88     -      1591.151  (meters)    5220.30   (feet)  ADJUSTED  
 GL0448  ___________________________________________________________________
 GL0448  GEOID HEIGHT-         -21.33  (meters)                     GEOID03
 GL0448  DYNAMIC HT  -        1589.282 (meters)    5214.17  (feet)  COMP
 GL0448  MODELED GRAV-     979,400.5   (mgal)                       NAVD 88
 GL0448
 GL0448  VERT ORDER  -  SECOND    CLASS 0
 GL0448
 GL0448.The horizontal coordinates were scaled from a topographic map and have
 GL0448.an estimated accuracy of +/- 6 seconds.
 GL0448
 GL0448.The orthometric height was determined by differential leveling
 GL0448.and adjusted by the National Geodetic Survey in June 1991..
 GL0448
 GL0448.The geoid height was determined by GEOID03.
 GL0448
 GL0448.The dynamic height is computed by dividing the NAVD 88
 GL0448.geopotential number by the normal gravity value computed on the
 GL0448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0448.degrees latitude (g = 980.6199 gals.).
 GL0448
 GL0448.The modeled gravity was interpolated from observed gravity values.
 GL0448
 GL0448;                    North         East    Units  Estimated Accuracy
 GL0448;SPC NM E     -   633,910.      256,700.      MT  (+/- 180 meters Scaled)
 GL0448
 GL0448                          SUPERSEDED SURVEY CONTROL
 GL0448
 GL0448  NGVD 29 (??/??/92) 1590.377  (m)         5217.76   (f) ADJ UNCH    2 0
 GL0448
 GL0448.Superseded values are not recommended for survey control.
 GL0448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0448.See file dsdata.txt to determine how the superseded data were derived.
 GL0448
 GL0448_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA512641(NAD 83)
 GL0448_MARKER: DB = BENCH MARK DISK
 GL0448_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0448_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0448_STAMPING: A 272 1955
 GL0448_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0448+STABILITY: SURFACE MOTION
 GL0448
 GL0448  HISTORY     - Date     Condition        Report By
 GL0448  HISTORY     - 1955     MONUMENTED       CGS
 GL0448
 GL0448                          STATION DESCRIPTION
 GL0448
 GL0448'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GL0448'22.8 MI NW FROM CLAYTON.
 GL0448'22.8 MILES NORTHWEST ALONG STATE ROAD 370 FROM ITS JUNCTION WITH U.S.
 GL0448'HIGHWAYS 64 AND 87 AT CLAYTON, 0.15 MILE SOUTHWEST OF THE TOP OF A
 GL0448'HILL, IN LINE WITH A ROW OF POWER POLES, 56 FEET NORTH OF A POWER
 GL0448'POLE, 60 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 2.3 FEET
 GL0448'NORTHWEST OF A FENCE, 2.4 FEET NORTHWEST OF A WITNESS POST, SET IN THE
 GL0448'TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0520 ***********************************************************************
 GL0520  DESIGNATION -  A 273
 GL0520  PID         -  GL0520
 GL0520  STATE/COUNTY-  NM/UNION
 GL0520  USGS QUAD   -  MOSES (1972)
 GL0520
 GL0520                         *CURRENT SURVEY CONTROL
 GL0520  ___________________________________________________________________
 GL0520* NAD 83(1986)-  36 44 31.     (N)    103 02 27.     (W)     SCALED    
 GL0520* NAVD 88     -      1472.123  (meters)    4829.79   (feet)  ADJUSTED  
 GL0520  ___________________________________________________________________
 GL0520  GEOID HEIGHT-         -22.31  (meters)                     GEOID03
 GL0520  DYNAMIC HT  -        1470.436 (meters)    4824.26  (feet)  COMP
 GL0520  MODELED GRAV-     979,433.5   (mgal)                       NAVD 88
 GL0520
 GL0520  VERT ORDER  -  SECOND    CLASS 0
 GL0520
 GL0520.The horizontal coordinates were scaled from a topographic map and have
 GL0520.an estimated accuracy of +/- 6 seconds.
 GL0520
 GL0520.The orthometric height was determined by differential leveling
 GL0520.and adjusted by the National Geodetic Survey in June 1991..
 GL0520
 GL0520.The geoid height was determined by GEOID03.
 GL0520
 GL0520.The dynamic height is computed by dividing the NAVD 88
 GL0520.geopotential number by the normal gravity value computed on the
 GL0520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0520.degrees latitude (g = 980.6199 gals.).
 GL0520
 GL0520.The modeled gravity was interpolated from observed gravity values.
 GL0520
 GL0520;                    North         East    Units  Estimated Accuracy
 GL0520;SPC NM E     -   637,620.      280,430.      MT  (+/- 180 meters Scaled)
 GL0520
 GL0520                          SUPERSEDED SURVEY CONTROL
 GL0520
 GL0520  NGVD 29 (??/??/92) 1471.419  (m)         4827.48   (f) ADJ UNCH    2 0
 GL0520
 GL0520.Superseded values are not recommended for survey control.
 GL0520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0520.See file dsdata.txt to determine how the superseded data were derived.
 GL0520
 GL0520_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA749680(NAD 83)
 GL0520_MARKER: DB = BENCH MARK DISK
 GL0520_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0520_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0520_STAMPING: A 273 1955
 GL0520_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0520+STABILITY: SURFACE MOTION
 GL0520
 GL0520  HISTORY     - Date     Condition        Report By
 GL0520  HISTORY     - 1955     MONUMENTED       CGS
 GL0520
 GL0520                          STATION DESCRIPTION
 GL0520
 GL0520'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GL0520'11.9 MI NE FROM SENECA.
 GL0520'9.2 MILES NORTHEAST ALONG STATE HIGHWAY 18 FROM THE POST OFFICE AT
 GL0520'SENECA, THENCE 2.0 MILES NORTH ALONG A GRADED DIRT ROAD, THENCE 0.7
 GL0520'MILE EAST ACROSS A PASTURE, ON THE SOUTH SLOPE OF A HILL, 270 FEET
 GL0520'SOUTH OF THE TOP OF A HILL, 0.4 MILE NORTHWEST OF A STOCK POND, 3.4
 GL0520'FEET WEST OF A WITNESS POST, 0.6 MILE WEST OF BENCH MARK K 273, SET IN
 GL0520'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0428 ***********************************************************************
 GL0428  DESIGNATION -  A 274
 GL0428  PID         -  GL0428
 GL0428  STATE/COUNTY-  NM/UNION
 GL0428  USGS QUAD   -  SENECA (1972)
 GL0428
 GL0428                         *CURRENT SURVEY CONTROL
 GL0428  ___________________________________________________________________
 GL0428* NAD 83(1986)-  36 37 43.     (N)    103 07 35.     (W)     SCALED    
 GL0428* NAVD 88     -      1521.709  (meters)    4992.47   (feet)  ADJUSTED  
 GL0428  ___________________________________________________________________
 GL0428  GEOID HEIGHT-         -22.00  (meters)                     GEOID03
 GL0428  DYNAMIC HT  -        1519.952 (meters)    4986.71  (feet)  COMP
 GL0428  MODELED GRAV-     979,423.2   (mgal)                       NAVD 88
 GL0428
 GL0428  VERT ORDER  -  SECOND    CLASS 0
 GL0428
 GL0428.The horizontal coordinates were scaled from a topographic map and have
 GL0428.an estimated accuracy of +/- 6 seconds.
 GL0428
 GL0428.The orthometric height was determined by differential leveling
 GL0428.and adjusted by the National Geodetic Survey in June 1991..
 GL0428
 GL0428.The geoid height was determined by GEOID03.
 GL0428
 GL0428.The dynamic height is computed by dividing the NAVD 88
 GL0428.geopotential number by the normal gravity value computed on the
 GL0428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0428.degrees latitude (g = 980.6199 gals.).
 GL0428
 GL0428.The modeled gravity was interpolated from observed gravity values.
 GL0428
 GL0428;                    North         East    Units  Estimated Accuracy
 GL0428;SPC NM E     -   624,940.      272,950.      MT  (+/- 180 meters Scaled)
 GL0428
 GL0428                          SUPERSEDED SURVEY CONTROL
 GL0428
 GL0428  NGVD 29 (??/??/92) 1521.004  (m)         4990.16   (f) ADJ UNCH    2 0
 GL0428
 GL0428.Superseded values are not recommended for survey control.
 GL0428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0428.See file dsdata.txt to determine how the superseded data were derived.
 GL0428
 GL0428_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA675553(NAD 83)
 GL0428_MARKER: DB = BENCH MARK DISK
 GL0428_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0428_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0428_STAMPING: A 274 1955
 GL0428_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0428+STABILITY: SURFACE MOTION
 GL0428
 GL0428  HISTORY     - Date     Condition        Report By
 GL0428  HISTORY     - 1955     MONUMENTED       CGS
 GL0428
 GL0428                          STATION DESCRIPTION
 GL0428
 GL0428'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GL0428'IN SENECA.
 GL0428'AT SENECA, 330 FEET NORTH OF THE NORTHWEST CORNER OF THE POST OFFICE,
 GL0428'0.1 MILE SOUTH OF THE TOP OF A HILL, 60 FEET EAST OF THE CENTER LINE
 GL0428'OF STATE HIGHWAY 18, 58 FEET NORTH OF A FENCE, 1.4 FEET WEST OF A
 GL0428'FENCE, 2.3 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 GL0428'POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1062 ***********************************************************************
 GL1062  DESIGNATION -  A 275
 GL1062  PID         -  GL1062
 GL1062  STATE/COUNTY-  NM/UNION
 GL1062  USGS QUAD   -  GRENVILLE (1973)
 GL1062
 GL1062                         *CURRENT SURVEY CONTROL
 GL1062  ___________________________________________________________________
 GL1062* NAD 83(1986)-  36 35 13.     (N)    103 36 48.     (W)     SCALED    
 GL1062* NAVD 88     -      1819.126  (meters)    5968.25   (feet)  ADJUSTED  
 GL1062  ___________________________________________________________________
 GL1062  GEOID HEIGHT-         -20.06  (meters)                     GEOID03
 GL1062  DYNAMIC HT  -        1816.912 (meters)    5960.99  (feet)  COMP
 GL1062  MODELED GRAV-     979,349.1   (mgal)                       NAVD 88
 GL1062
 GL1062  VERT ORDER  -  FIRST     CLASS II
 GL1062
 GL1062.The horizontal coordinates were scaled from a topographic map and have
 GL1062.an estimated accuracy of +/- 6 seconds.
 GL1062
 GL1062.The orthometric height was determined by differential leveling
 GL1062.and adjusted by the National Geodetic Survey in June 1991..
 GL1062
 GL1062.The geoid height was determined by GEOID03.
 GL1062
 GL1062.The dynamic height is computed by dividing the NAVD 88
 GL1062.geopotential number by the normal gravity value computed on the
 GL1062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL1062.degrees latitude (g = 980.6199 gals.).
 GL1062
 GL1062.The modeled gravity was interpolated from observed gravity values.
 GL1062
 GL1062;                    North         East    Units  Estimated Accuracy
 GL1062;SPC NM E     -   619,880.      229,430.      MT  (+/- 180 meters Scaled)
 GL1062
 GL1062                          SUPERSEDED SURVEY CONTROL
 GL1062
 GL1062  NGVD 29 (??/??/92) 1818.262  (m)         5965.41   (f) ADJ UNCH    1 2
 GL1062
 GL1062.Superseded values are not recommended for survey control.
 GL1062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1062.See file dsdata.txt to determine how the superseded data were derived.
 GL1062
 GL1062_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA240499(NAD 83)
 GL1062_MARKER: DB = BENCH MARK DISK
 GL1062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL1062_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL1062_STAMPING: A 275 1955
 GL1062_MARK LOGO: CGS   
 GL1062_MAGNETIC: N = NO MAGNETIC MATERIAL
 GL1062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL1062+STABILITY: SURFACE MOTION
 GL1062_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GL1062+SATELLITE: SATELLITE OBSERVATIONS - August 10, 2005
 GL1062
 GL1062  HISTORY     - Date     Condition        Report By
 GL1062  HISTORY     - 1955     MONUMENTED       CGS
 GL1062  HISTORY     - 1973     GOOD             USGS
 GL1062  HISTORY     - 19780111 GOOD             NGS
 GL1062  HISTORY     - 20040806 GOOD             USPSQD
 GL1062  HISTORY     - 20050810 GOOD             USPSQD
 GL1062
 GL1062                          STATION DESCRIPTION
 GL1062
 GL1062'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 GL1062'0.45 MI S FROM GRENVILLE.
 GL1062'GRENVILLE, 0.45 MILE SOUTH OF ALONG STATE HWY.  120, 90 FEET NW. OF
 GL1062'THE NW. CORNER OF A GRAVEL PIT, 40 FEET EAST OF THE CENTERLINE THE
 GL1062'HIGH WAY, 26 FEET NORTH OF THE CENTER OF A GATE, 17 FEET NORTH OF A
 GL1062'POWER POLE, 2.2 FEET EAST OF A FENCE, SET IN THE TOP OF A CONCRETE
 GL1062'POST PROJECTING 0.5 FOOT ABOVE GROUND, A STANDARD DISK STAMPED A 275
 GL1062'1955.
 GL1062
 GL1062                          STATION RECOVERY (1978)
 GL1062
 GL1062'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 GL1062'STATION RECOVERED AND IN GOOD CONDITION. AZIMUTH MARK IS A STANDARD
 GL1062'BENCH MARK DISK STAMPED--A 275 1955, SET IN TOP OF A ROUND CONCRETE
 GL1062'MONUMENT PROJECTING 2 INCHES, LOCATED 40 FT (12.2 M) EAST OF CENTER OF
 GL1062'STATE HIGHWAY 120, 25 FT (7.6 M) NORTH OF CENTER OF NORTH 1 OF 2 WIRE
 GL1062'GATES, 16 FT (4.9 M) NORTH OF A POWERLINE POLE, 2.5 FT (0.8 M) SOUTH
 GL1062'OF A WOOD WITNESS POST, 2 FT (0.6 M) EAST OF A NORTH-SOUTH FENCELINE.
 GL1062
 GL1062                          STATION RECOVERY (2004)
 GL1062
 GL1062'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 GL1062'RECOVERED IN GOOD CONDITION.
 GL1062
 GL1062                          STATION RECOVERY (2005)
 GL1062
 GL1062'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 GL1062'FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0750 ***********************************************************************
 FM0750  DESIGNATION -  A 276
 FM0750  PID         -  FM0750
 FM0750  STATE/COUNTY-  NM/HARDING
 FM0750  USGS QUAD   -  CIRCLE BAR RANCH (1973)
 FM0750
 FM0750                         *CURRENT SURVEY CONTROL
 FM0750  ___________________________________________________________________
 FM0750* NAD 83(1986)-  35 50 18.     (N)    103 40 05.     (W)     SCALED    
 FM0750* NAVD 88     -      1382.021  (meters)    4534.18   (feet)  ADJUSTED  
 FM0750  ___________________________________________________________________
 FM0750  GEOID HEIGHT-         -21.30  (meters)                     GEOID03
 FM0750  DYNAMIC HT  -        1380.375 (meters)    4528.78  (feet)  COMP
 FM0750  MODELED GRAV-     979,393.8   (mgal)                       NAVD 88
 FM0750
 FM0750  VERT ORDER  -  SECOND    CLASS 0
 FM0750
 FM0750.The horizontal coordinates were scaled from a topographic map and have
 FM0750.an estimated accuracy of +/- 6 seconds.
 FM0750
 FM0750.The orthometric height was determined by differential leveling
 FM0750.and adjusted by the National Geodetic Survey in June 1991..
 FM0750
 FM0750.The geoid height was determined by GEOID03.
 FM0750
 FM0750.The dynamic height is computed by dividing the NAVD 88
 FM0750.geopotential number by the normal gravity value computed on the
 FM0750.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0750.degrees latitude (g = 980.6199 gals.).
 FM0750
 FM0750.The modeled gravity was interpolated from observed gravity values.
 FM0750
 FM0750;                    North         East    Units  Estimated Accuracy
 FM0750;SPC NM E     -   536,790.      225,100.      MT  (+/- 180 meters Scaled)
 FM0750
 FM0750                          SUPERSEDED SURVEY CONTROL
 FM0750
 FM0750  NGVD 29 (??/??/92) 1381.381  (m)         4532.08   (f) ADJ UNCH    2 0
 FM0750
 FM0750.Superseded values are not recommended for survey control.
 FM0750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0750.See file dsdata.txt to determine how the superseded data were derived.
 FM0750
 FM0750_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFV202668(NAD 83)
 FM0750_MARKER: DB = BENCH MARK DISK
 FM0750_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0750_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0750_STAMPING: A 276 1955
 FM0750_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0750+STABILITY: SURFACE MOTION
 FM0750
 FM0750  HISTORY     - Date     Condition        Report By
 FM0750  HISTORY     - 1955     MONUMENTED       CGS
 FM0750
 FM0750                          STATION DESCRIPTION
 FM0750
 FM0750'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 FM0750'13.1 MI W FROM ROSEBUD.
 FM0750'13.1 MILES WEST ALONG STATE HIGHWAY 65 FROM THE SCHOOL AT ROSEBUD, 0.6
 FM0750'MILE EAST OF A JUNCTION WITH STATE HIGHWAY 171, 57 FEET SOUTH OF THE
 FM0750'CENTER LINE OF THE HIGHWAY, 2.8 FEET NORTH OF A FENCE, 1.6 FEET WEST
 FM0750'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 FM0750'0.8 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1019 ***********************************************************************
 GL1019  DESIGNATION -  A 277
 GL1019  PID         -  GL1019
 GL1019  STATE/COUNTY-  NM/HARDING
 GL1019  USGS QUAD   -  MINNIE BUTTE (1973)
 GL1019
 GL1019                         *CURRENT SURVEY CONTROL
 GL1019  ___________________________________________________________________
 GL1019* NAD 83(1986)-  36 02 12.     (N)    103 36 16.     (W)     SCALED    
 GL1019* NAVD 88     -      1448.075  (meters)    4750.89   (feet)  ADJUSTED  
 GL1019  ___________________________________________________________________
 GL1019  GEOID HEIGHT-         -20.93  (meters)                     GEOID03
 GL1019  DYNAMIC HT  -        1446.358 (meters)    4745.26  (feet)  COMP
 GL1019  MODELED GRAV-     979,395.8   (mgal)                       NAVD 88
 GL1019
 GL1019  VERT ORDER  -  SECOND    CLASS 0
 GL1019
 GL1019.The horizontal coordinates were scaled from a topographic map and have
 GL1019.an estimated accuracy of +/- 6 seconds.
 GL1019
 GL1019.The orthometric height was determined by differential leveling
 GL1019.and adjusted by the National Geodetic Survey in June 1991..
 GL1019
 GL1019.The geoid height was determined by GEOID03.
 GL1019
 GL1019.The dynamic height is computed by dividing the NAVD 88
 GL1019.geopotential number by the normal gravity value computed on the
 GL1019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL1019.degrees latitude (g = 980.6199 gals.).
 GL1019
 GL1019.The modeled gravity was interpolated from observed gravity values.
 GL1019
 GL1019;                    North         East    Units  Estimated Accuracy
 GL1019;SPC NM E     -   558,830.      230,680.      MT  (+/- 180 meters Scaled)
 GL1019
 GL1019                          SUPERSEDED SURVEY CONTROL
 GL1019
 GL1019  NGVD 29 (??/??/92) 1447.401  (m)         4748.68   (f) ADJ UNCH    2 0
 GL1019
 GL1019.Superseded values are not recommended for survey control.
 GL1019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1019.See file dsdata.txt to determine how the superseded data were derived.
 GL1019
 GL1019_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFV257889(NAD 83)
 GL1019_MARKER: DB = BENCH MARK DISK
 GL1019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL1019_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL1019_STAMPING: A 277 1955
 GL1019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL1019+STABILITY: SURFACE MOTION
 GL1019
 GL1019  HISTORY     - Date     Condition        Report By
 GL1019  HISTORY     - 1955     MONUMENTED       CGS
 GL1019  HISTORY     - 1973     GOOD             USGS
 GL1019
 GL1019                          STATION DESCRIPTION
 GL1019
 GL1019'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GL1019'7.1 MI NE FROM BUEYEROS.
 GL1019'2.5 MILES NORTHEAST ALONG STATE HIGHWAY 57 FROM THE POST OFFICE AT
 GL1019'BUEYEROS, THENCE 4.6 MILES NORTHEAST ALONG A GRADED DIRT ROAD, 0.4
 GL1019'MILE SOUTH OF A SMALL RANCH HOUSE, 0.2 MILE NORTH OF A SMALL STUCCO
 GL1019'HOUSE, 84 FEET SOUTHEAST OF THE CENTER LINE OF A ROAD, 10.6 FEET
 GL1019'NORTHEAST OF A POWER POLE, 2 FEET SOUTHEAST OF A WITNESS POST, SET IN
 GL1019'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 GL1019'NOTE-- STATE HIGHWAY 57 IS NOW STATE HIGHWAY 102.
 GL1019
 GL1019                          STATION RECOVERY (1973)
 GL1019
 GL1019'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 GL1019'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1045 ***********************************************************************
 GL1045  DESIGNATION -  A 278
 GL1045  PID         -  GL1045
 GL1045  STATE/COUNTY-  NM/HARDING
 GL1045  USGS QUAD   -  VALENCIA SPRING (1973)
 GL1045
 GL1045                         *CURRENT SURVEY CONTROL
 GL1045  ___________________________________________________________________
 GL1045* NAD 83(1986)-  36 03 27.     (N)    103 53 21.     (W)     SCALED    
 GL1045* NAVD 88     -      1696.156  (meters)    5564.81   (feet)  ADJUSTED  
 GL1045  ___________________________________________________________________
 GL1045  GEOID HEIGHT-         -19.94  (meters)                     GEOID03
 GL1045  DYNAMIC HT  -        1694.080 (meters)    5557.99  (feet)  COMP
 GL1045  MODELED GRAV-     979,347.6   (mgal)                       NAVD 88
 GL1045
 GL1045  VERT ORDER  -  SECOND    CLASS 0
 GL1045
 GL1045.The horizontal coordinates were scaled from a topographic map and have
 GL1045.an estimated accuracy of +/- 6 seconds.
 GL1045
 GL1045.The orthometric height was determined by differential leveling
 GL1045.and adjusted by the National Geodetic Survey in June 1991..
 GL1045
 GL1045.The geoid height was determined by GEOID03.
 GL1045
 GL1045.The dynamic height is computed by dividing the NAVD 88
 GL1045.geopotential number by the normal gravity value computed on the
 GL1045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL1045.degrees latitude (g = 980.6199 gals.).
 GL1045
 GL1045.The modeled gravity was interpolated from observed gravity values.
 GL1045
 GL1045;                    North         East    Units  Estimated Accuracy
 GL1045;SPC NM E     -   560,990.      205,020.      MT  (+/- 180 meters Scaled)
 GL1045
 GL1045                          SUPERSEDED SURVEY CONTROL
 GL1045
 GL1045  NGVD 29 (??/??/92) 1695.410  (m)         5562.36   (f) ADJ UNCH    2 0
 GL1045
 GL1045.Superseded values are not recommended for survey control.
 GL1045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1045.See file dsdata.txt to determine how the superseded data were derived.
 GL1045
 GL1045_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFV000908(NAD 83)
 GL1045_MARKER: DB = BENCH MARK DISK
 GL1045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL1045_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL1045_STAMPING: A 278 1955
 GL1045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL1045+STABILITY: SURFACE MOTION
 GL1045
 GL1045  HISTORY     - Date     Condition        Report By
 GL1045  HISTORY     - 1955     MONUMENTED       CGS
 GL1045
 GL1045                          STATION DESCRIPTION
 GL1045
 GL1045'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GL1045'5.8 MI S FROM YATES.
 GL1045'5.0 MILES SOUTH ALONG STATE HIGHWAY 120 FROM THE ABANDONED SCHOOL AT
 GL1045'YATES, THENCE 0.8 MILE EAST ALONG STATE HIGHWAY 57, 51 FEET NORTH OF
 GL1045'THE CENTER LINE OF THE HIGHWAY, 2 FEET SOUTH OF A WITNESS POST, SET IN
 GL1045'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0767 ***********************************************************************
 GL0767  DESIGNATION -  A 279 RESET
 GL0767  PID         -  GL0767
 GL0767  STATE/COUNTY-  NM/UNION
 GL0767  USGS QUAD   -  CLAPHAM (1966)
 GL0767
 GL0767                         *CURRENT SURVEY CONTROL
 GL0767  ___________________________________________________________________
 GL0767* NAD 83(1986)-  36 12 08.     (N)    103 18 42.     (W)     SCALED    
 GL0767* NAVD 88     -      1501.10   (meters)    4924.9    (feet)  RESET     
 GL0767  ___________________________________________________________________
 GL0767  GEOID HEIGHT-         -21.91  (meters)                     GEOID03
 GL0767
 GL0767  VERT ORDER  -  THIRD
 GL0767
 GL0767.The horizontal coordinates were scaled from a topographic map and have
 GL0767.an estimated accuracy of +/- 6 seconds.
 GL0767
 GL0767.The orthometric height was computed from unverified reset data.
 GL0767
 GL0767.The geoid height was determined by GEOID03.
 GL0767
 GL0767;                    North         East    Units  Estimated Accuracy
 GL0767;SPC NM E     -   577,440.      256,880.      MT  (+/- 180 meters Scaled)
 GL0767
 GL0767                          SUPERSEDED SURVEY CONTROL
 GL0767
 GL0767.No superseded survey control is available for this station.
 GL0767
 GL0767_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA517076(NAD 83)
 GL0767_MARKER: DB = BENCH MARK DISK
 GL0767_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0767_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0767_STAMPING: A 279 RESET 1964
 GL0767_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0767+STABILITY: SURFACE MOTION
 GL0767
 GL0767  HISTORY     - Date     Condition        Report By
 GL0767  HISTORY     - 1964     MONUMENTED       CGS
 GL0767
 GL0767                          STATION DESCRIPTION
 GL0767
 GL0767'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 GL0767'4.9 MI NE FROM CLAPHAM.
 GL0767'3.9 MILES NORTHEAST ALONG A GRADED DIRT ROAD FROM THE SCHOOL HOUSE AT
 GL0767'CLAPHAM, UNION COUNTY, THENCE 1.0 MILE NORTH ALONG A GRADED DIRT ROAD
 GL0767'TO BENCH MARK, 83 FEET WEST OF THE CENTER LINE OF ROAD, 76 FEET WEST
 GL0767'OF THE CENTER OF A CATTLE GUARD, 1-1/2 FEET NORTHWEST OF A METAL
 GL0767'WITNESS POST AND 1 FOOT NORTH OF AN EAST-WEST FENCE LINE.  A STANDARD
 GL0767'DISK STAMPED A 279 RESET 1964, IS SET IN A 12 X 12 IN. CONCRETE POST
 GL0767'WHICH PROJECTS 6 INCHES.  IT IS AT NEW MEXICO HIGHWAY BASE LINE
 GL0767'STATION 325 + 61.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0281 ***********************************************************************
 FN0281  DESIGNATION -  A 28
 FN0281  PID         -  FN0281
 FN0281  STATE/COUNTY-  NM/SANTA FE
 FN0281  USGS QUAD   -  GALISTEO (1966)
 FN0281
 FN0281                         *CURRENT SURVEY CONTROL
 FN0281  ___________________________________________________________________
 FN0281* NAD 83(1986)-  35 24 00.     (N)    105 59 27.     (W)     SCALED    
 FN0281* NAVD 88     -      1838.366  (meters)    6031.37   (feet)  ADJUSTED  
 FN0281  ___________________________________________________________________
 FN0281  GEOID HEIGHT-         -19.30  (meters)                     GEOID03
 FN0281  DYNAMIC HT  -        1835.847 (meters)    6023.11  (feet)  COMP
 FN0281  MODELED GRAV-     979,198.4   (mgal)                       NAVD 88
 FN0281
 FN0281  VERT ORDER  -  FIRST     CLASS II
 FN0281
 FN0281.The horizontal coordinates were scaled from a topographic map and have
 FN0281.an estimated accuracy of +/- 6 seconds.
 FN0281
 FN0281.The orthometric height was determined by differential leveling
 FN0281.and adjusted by the National Geodetic Survey in June 1991..
 FN0281
 FN0281.The geoid height was determined by GEOID03.
 FN0281
 FN0281.The dynamic height is computed by dividing the NAVD 88
 FN0281.geopotential number by the normal gravity value computed on the
 FN0281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FN0281.degrees latitude (g = 980.6199 gals.).
 FN0281
 FN0281.The modeled gravity was interpolated from observed gravity values.
 FN0281
 FN0281;                    North         East    Units  Estimated Accuracy
 FN0281;SPC NM C     -   487,980.      523,540.      MT  (+/- 180 meters Scaled)
 FN0281
 FN0281                          SUPERSEDED SURVEY CONTROL
 FN0281
 FN0281  NGVD 29 (??/??/92) 1837.410  (m)         6028.24   (f) ADJ UNCH    1 2
 FN0281
 FN0281.Superseded values are not recommended for survey control.
 FN0281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0281.See file dsdata.txt to determine how the superseded data were derived.
 FN0281
 FN0281_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV100178(NAD 83)
 FN0281_MARKER: DB = BENCH MARK DISK
 FN0281_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FN0281_SP_SET: CISTERN PLATFORM
 FN0281_STAMPING: 6028.236 A 28 1933
 FN0281_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FN0281
 FN0281  HISTORY     - Date     Condition        Report By
 FN0281  HISTORY     - 1933     MONUMENTED       CGS
 FN0281  HISTORY     - 1968     MARK NOT FOUND   USGS
 FN0281
 FN0281                          STATION DESCRIPTION
 FN0281
 FN0281'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 FN0281'IN KENNEDY.
 FN0281'AT KENNEDY, SANTA FE COUNTY, 72 FEET NORTHEAST OF THE EAST CORNER OF
 FN0281'THE ATCHISON, TOPEKA AND SANTA FE RAILWAY STATION, AT THE CONCRETE
 FN0281'CISTERN PLATFORM, IN THE TOP OF THE NORTHWEST CORNER, AND 48 FEET
 FN0281'SOUTHEAST OF THE CENTERLINE OF THE MAIN TRACK.  A STANDARD DISK,
 FN0281'STAMPED 6028.236 A 28 1933.  NOTE-- KENNEDY STATION IS GONE, AND ALL
 FN0281'CONCRETE WORK HAS BEEN BROKEN UP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0465 ***********************************************************************
 FO0465  DESIGNATION -  A 28
 FO0465  PID         -  FO0465
 FO0465  STATE/COUNTY-  NM/SANDOVAL
 FO0465  USGS QUAD   -  LA VENTANA (1970)
 FO0465
 FO0465                         *CURRENT SURVEY CONTROL
 FO0465  ___________________________________________________________________
 FO0465* NAD 83(1986)-  35 47 24.     (N)    106 57 01.     (W)     SCALED    
 FO0465* NAVD 88     -      2012.892  (meters)    6603.96   (feet)  ADJUSTED  
 FO0465  ___________________________________________________________________
 FO0465  GEOID HEIGHT-         -19.77  (meters)                     GEOID03
 FO0465  DYNAMIC HT  -        2010.090 (meters)    6594.77  (feet)  COMP
 FO0465  MODELED GRAV-     979,169.5   (mgal)                       NAVD 88
 FO0465
 FO0465  VERT ORDER  -  SECOND    CLASS 0
 FO0465
 FO0465.The horizontal coordinates were scaled from a topographic map and have
 FO0465.an estimated accuracy of +/- 6 seconds.
 FO0465
 FO0465.The orthometric height was determined by differential leveling
 FO0465.and adjusted by the National Geodetic Survey in June 1991..
 FO0465
 FO0465.The geoid height was determined by GEOID03.
 FO0465
 FO0465.The dynamic height is computed by dividing the NAVD 88
 FO0465.geopotential number by the normal gravity value computed on the
 FO0465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0465.degrees latitude (g = 980.6199 gals.).
 FO0465
 FO0465.The modeled gravity was interpolated from observed gravity values.
 FO0465
 FO0465;                    North         East    Units  Estimated Accuracy
 FO0465;SPC NM C     -   531,440.      436,700.      MT  (+/- 180 meters Scaled)
 FO0465
 FO0465                          SUPERSEDED SURVEY CONTROL
 FO0465
 FO0465  NGVD 29 (??/??/92) 2011.844  (m)         6600.52   (f) ADJ UNCH    2 0
 FO0465
 FO0465.Superseded values are not recommended for survey control.
 FO0465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0465.See file dsdata.txt to determine how the superseded data were derived.
 FO0465
 FO0465_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV237624(NAD 83)
 FO0465_MARKER: DD = SURVEY DISK
 FO0465_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FO0465_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FO0465_STAMPING: A 28 1938
 FO0465_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO0465+STABILITY: SURFACE MOTION
 FO0465
 FO0465  HISTORY     - Date     Condition        Report By
 FO0465  HISTORY     - 1938     MONUMENTED       USGS
 FO0465  HISTORY     - 1957     GOOD             NGS
 FO0465
 FO0465                          STATION DESCRIPTION
 FO0465
 FO0465'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 FO0465'17.25 MI S FROM CUBA.
 FO0465'ABOUT 17.25 MILES SOUTH ALONG STATE HIGHWAY 44 FROM THE BRIDGE OVER
 FO0465'THE RIO PUERCO AT CUBA, ABOUT 0.2 MILE SOUTHEAST OF A PROMINENT RIDGE,
 FO0465'65 YARDS NORTH-NORTHWEST OF A DIRT ROAD EAST MEASURED FROM THE CENTER
 FO0465'OF A WIRE GATE, 187 FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 FO0465'172 FEET NORTHEAST OF THE NORTHEAST HEADWALL OF A 4 X 4 FOOT CONCRETE
 FO0465'BOX CULVERT UNDER THE HIGHWAY, 87 FEET NORTHEAST OF A FENCE LINE, 1
 FO0465'1/2 FEET NORTHWEST OF A WHITE WOODEN WITNESS POST, SET IN THE TOP OF A
 FO0465'CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0967 ***********************************************************************
 GL0967  DESIGNATION -  A 280
 GL0967  PID         -  GL0967
 GL0967  STATE/COUNTY-  NM/UNION
 GL0967  USGS QUAD   -  ARAGON HILL (1977)
 GL0967
 GL0967                         *CURRENT SURVEY CONTROL
 GL0967  ___________________________________________________________________
 GL0967* NAD 83(1986)-  36 13 54.     (N)    103 49 46.     (W)     SCALED    
 GL0967* NAVD 88     -      1727.259  (meters)    5666.85   (feet)  ADJUSTED  
 GL0967  ___________________________________________________________________
 GL0967  GEOID HEIGHT-         -19.73  (meters)                     GEOID03
 GL0967  DYNAMIC HT  -        1725.146 (meters)    5659.92  (feet)  COMP
 GL0967  MODELED GRAV-     979,347.1   (mgal)                       NAVD 88
 GL0967
 GL0967  VERT ORDER  -  SECOND    CLASS 0
 GL0967
 GL0967.The horizontal coordinates were scaled from a topographic map and have
 GL0967.an estimated accuracy of +/- 6 seconds.
 GL0967
 GL0967.The orthometric height was determined by differential leveling
 GL0967.and adjusted by the National Geodetic Survey in June 1991..
 GL0967
 GL0967.The geoid height was determined by GEOID03.
 GL0967
 GL0967.The dynamic height is computed by dividing the NAVD 88
 GL0967.geopotential number by the normal gravity value computed on the
 GL0967.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0967.degrees latitude (g = 980.6199 gals.).
 GL0967
 GL0967.The modeled gravity was interpolated from observed gravity values.
 GL0967
 GL0967;                    North         East    Units  Estimated Accuracy
 GL0967;SPC NM E     -   580,340.      210,300.      MT  (+/- 180 meters Scaled)
 GL0967
 GL0967                          SUPERSEDED SURVEY CONTROL
 GL0967
 GL0967  NGVD 29 (??/??/92) 1726.486  (m)         5664.31   (f) ADJ UNCH    2 0
 GL0967
 GL0967.Superseded values are not recommended for survey control.
 GL0967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0967.See file dsdata.txt to determine how the superseded data were derived.
 GL0967
 GL0967_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA051102(NAD 83)
 GL0967_MARKER: DB = BENCH MARK DISK
 GL0967_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0967_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0967_STAMPING: A 280 1955
 GL0967_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0967+STABILITY: SURFACE MOTION
 GL0967
 GL0967  HISTORY     - Date     Condition        Report By
 GL0967  HISTORY     - 1955     MONUMENTED       CGS
 GL0967  HISTORY     - 1973     GOOD             USGS
 GL0967
 GL0967                          STATION DESCRIPTION
 GL0967
 GL0967'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GL0967'13.0 MI SE FROM GLADSTONE.
 GL0967'8.0 MILES EAST ALONG STATE HIGHWAY 58 FROM THE POST OFFICE AT
 GL0967'GLADSTONE, THENCE 5.0 MILES SOUTH ALONG STATE HIGHWAY 120, 130 FEET
 GL0967'NORTHWEST OF THE NORTHWEST CORNER OF AN ABANDONED HOUSE, 25 FEET EAST
 GL0967'OF THE CENTER LINE OF THE HIGHWAY, 2 FEET WEST OF A FENCE, 2.5 FEET
 GL0967'SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 GL0967'PROJECTS 0.4 FOOT ABOVE THE GROUND.  NOTE-- STATE HIGHWAY 58 IS NOW US
 GL0967'HIGHWAY 56.
 GL0967
 GL0967                          STATION RECOVERY (1973)
 GL0967
 GL0967'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 GL0967'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0979 ***********************************************************************
 GL0979  DESIGNATION -  A 281
 GL0979  PID         -  GL0979
 GL0979  STATE/COUNTY-  NM/UNION
 GL0979  USGS QUAD   -  BEENHAM SW (1977)
 GL0979
 GL0979                         *CURRENT SURVEY CONTROL
 GL0979  ___________________________________________________________________
 GL0979* NAD 83(1986)-  36 07 14.     (N)    103 44 41.     (W)     SCALED    
 GL0979* NAVD 88     -      1649.422  (meters)    5411.48   (feet)  ADJUSTED  
 GL0979  ___________________________________________________________________
 GL0979  GEOID HEIGHT-         -20.24  (meters)                     GEOID03
 GL0979  DYNAMIC HT  -        1647.423 (meters)    5404.92  (feet)  COMP
 GL0979  MODELED GRAV-     979,361.2   (mgal)                       NAVD 88
 GL0979
 GL0979  VERT ORDER  -  SECOND    CLASS 0
 GL0979
 GL0979.The horizontal coordinates were scaled from a topographic map and have
 GL0979.an estimated accuracy of +/- 6 seconds.
 GL0979
 GL0979.The orthometric height was determined by differential leveling
 GL0979.and adjusted by the National Geodetic Survey in June 1991..
 GL0979
 GL0979.The geoid height was determined by GEOID03.
 GL0979
 GL0979.The dynamic height is computed by dividing the NAVD 88
 GL0979.geopotential number by the normal gravity value computed on the
 GL0979.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0979.degrees latitude (g = 980.6199 gals.).
 GL0979
 GL0979.The modeled gravity was interpolated from observed gravity values.
 GL0979
 GL0979;                    North         East    Units  Estimated Accuracy
 GL0979;SPC NM E     -   568,050.      217,990.      MT  (+/- 180 meters Scaled)
 GL0979
 GL0979                          SUPERSEDED SURVEY CONTROL
 GL0979
 GL0979  NGVD 29 (??/??/92) 1648.696  (m)         5409.10   (f) ADJ UNCH    2 0
 GL0979
 GL0979.Superseded values are not recommended for survey control.
 GL0979.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0979.See file dsdata.txt to determine how the superseded data were derived.
 GL0979
 GL0979_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFV129980(NAD 83)
 GL0979_MARKER: DB = BENCH MARK DISK
 GL0979_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0979_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0979_STAMPING: A 281 1955
 GL0979_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0979+STABILITY: SURFACE MOTION
 GL0979
 GL0979  HISTORY     - Date     Condition        Report By
 GL0979  HISTORY     - 1955     MONUMENTED       CGS
 GL0979  HISTORY     - 1973     GOOD             USGS
 GL0979
 GL0979                          STATION DESCRIPTION
 GL0979
 GL0979'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 GL0979'24.28 MI SE FROM GLADSTONE.
 GL0979'8.0 MILES EAST ALONG U.S. HIGHWAY 56 FROM THE POST OFFICE AT
 GL0979'GLADSTONE, THENCE 5.6 MILES SOUTH ALONG STATE HIGHWAY 120, THENCE 2.1
 GL0979'MILES SOUTHEAST ALONG A GRADED DIRT ROAD, THENCE APPROX. 8.55 MILES
 GL0979'SOUTH ALONG A GRADED DIRT ROAD, THENCE APPROX. 0.3 MILE DUE WEST
 GL0979'ACROSS COUNTRY, 64 FEET SOUTH OF THE CENTER OF A WIRE GATE, 47 FEET
 GL0979'EAST OF AN ABANDONED ROAD, 2 FEET WEST OF A FENCE, SET IN THE TOP OF A
 GL0979'CONCRETE POST WHICH PROJECTS 0.3 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0713 ***********************************************************************
 GL0713  DESIGNATION -  A 282
 GL0713  PID         -  GL0713
 GL0713  STATE/COUNTY-  NM/UNION
 GL0713  USGS QUAD   -  TATE SCHOOL (1966)
 GL0713
 GL0713                         *CURRENT SURVEY CONTROL
 GL0713  ___________________________________________________________________
 GL0713* NAD 83(1986)-  36 19 59.     (N)    103 27 14.     (W)     SCALED    
 GL0713* NAVD 88     -      1620.369  (meters)    5316.16   (feet)  ADJUSTED  
 GL0713  ___________________________________________________________________
 GL0713  GEOID HEIGHT-         -21.08  (meters)                     GEOID03
 GL0713  DYNAMIC HT  -        1618.410 (meters)    5309.73  (feet)  COMP
 GL0713  MODELED GRAV-     979,365.6   (mgal)                       NAVD 88
 GL0713
 GL0713  VERT ORDER  -  SECOND    CLASS 0
 GL0713
 GL0713.The horizontal coordinates were scaled from a topographic map and have
 GL0713.an estimated accuracy of +/- 6 seconds.
 GL0713
 GL0713.The orthometric height was determined by differential leveling
 GL0713.and adjusted by the National Geodetic Survey in June 1991..
 GL0713
 GL0713.The geoid height was determined by GEOID03.
 GL0713
 GL0713.The dynamic height is computed by dividing the NAVD 88
 GL0713.geopotential number by the normal gravity value computed on the
 GL0713.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0713.degrees latitude (g = 980.6199 gals.).
 GL0713
 GL0713.The modeled gravity was interpolated from observed gravity values.
 GL0713
 GL0713;                    North         East    Units  Estimated Accuracy
 GL0713;SPC NM E     -   591,830.      243,950.      MT  (+/- 180 meters Scaled)
 GL0713
 GL0713                          SUPERSEDED SURVEY CONTROL
 GL0713
 GL0713  NGVD 29 (??/??/92) 1619.592  (m)         5313.61   (f) ADJ UNCH    2 0
 GL0713
 GL0713.Superseded values are not recommended for survey control.
 GL0713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0713.See file dsdata.txt to determine how the superseded data were derived.
 GL0713
 GL0713_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA387220(NAD 83)
 GL0713_MARKER: DB = BENCH MARK DISK
 GL0713_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0713_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0713_STAMPING: A 282 1955
 GL0713_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0713+STABILITY: SURFACE MOTION
 GL0713
 GL0713  HISTORY     - Date     Condition        Report By
 GL0713  HISTORY     - 1955     MONUMENTED       CGS
 GL0713
 GL0713                          STATION DESCRIPTION
 GL0713
 GL0713'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GL0713'18.6 MI SW FROM CLAYTON.
 GL0713'16.6 MILES SOUTHWEST ALONG STATE HIGHWAY 58 FROM THE COLORADO AND
 GL0713'SOUTHERN RAILROAD STATION AT CLAYTON, THENCE 0.6 MILE SOUTH ALONG A
 GL0713'GRADED DIRT ROAD, THENCE 0.2 MILE WEST ALONG OLD STATE HIGHWAY 58,
 GL0713'THENCE 1.2 MILES SOUTH ALONG OLD STATE HIGHWAY 58, 71 FEET SOUTHEAST
 GL0713'OF THE CENTER LINE OF THE OLD HIGHWAY, 29 FEET SOUTH OF THE CENTER
 GL0713'LINE OF A TRACK ROAD LEADING SOUTHEAST, 36.2 FEET SOUTHWEST OF THE
 GL0713'SOUTHWEST CORNER OF A CATTLE GUARD, 34 FEET WEST OF A FENCE, 17.9 FEET
 GL0713'EAST OF A POWER POLE, 3.5 FEET WEST OF A WITNESS POST, SET IN THE TOP
 GL0713'OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0677 ***********************************************************************
 GL0677  DESIGNATION -  A 283
 GL0677  PID         -  GL0677
 GL0677  STATE/COUNTY-  NM/UNION
 GL0677  USGS QUAD   -  SEDAN (1970)
 GL0677
 GL0677                         *CURRENT SURVEY CONTROL
 GL0677  ___________________________________________________________________
 GL0677* NAD 83(1986)-  36 12 08.     (N)    103 11 08.     (W)     SCALED    
 GL0677* NAVD 88     -      1453.822  (meters)    4769.75   (feet)  ADJUSTED  
 GL0677  ___________________________________________________________________
 GL0677  GEOID HEIGHT-         -22.46  (meters)                     GEOID03
 GL0677  DYNAMIC HT  -        1452.081 (meters)    4764.04  (feet)  COMP
 GL0677  MODELED GRAV-     979,384.2   (mgal)                       NAVD 88
 GL0677
 GL0677  VERT ORDER  -  SECOND    CLASS 0
 GL0677
 GL0677.The horizontal coordinates were scaled from a topographic map and have
 GL0677.an estimated accuracy of +/- 6 seconds.
 GL0677
 GL0677.The orthometric height was determined by differential leveling
 GL0677.and adjusted by the National Geodetic Survey in June 1991..
 GL0677
 GL0677.The geoid height was determined by GEOID03.
 GL0677
 GL0677.The dynamic height is computed by dividing the NAVD 88
 GL0677.geopotential number by the normal gravity value computed on the
 GL0677.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0677.degrees latitude (g = 980.6199 gals.).
 GL0677
 GL0677.The modeled gravity was interpolated from observed gravity values.
 GL0677
 GL0677;                    North         East    Units  Estimated Accuracy
 GL0677;SPC NM E     -   577,570.      268,220.      MT  (+/- 180 meters Scaled)
 GL0677
 GL0677                          SUPERSEDED SURVEY CONTROL
 GL0677
 GL0677  NGVD 29 (??/??/92) 1453.120  (m)         4767.44   (f) ADJ UNCH    2 0
 GL0677
 GL0677.Superseded values are not recommended for survey control.
 GL0677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0677.See file dsdata.txt to determine how the superseded data were derived.
 GL0677
 GL0677_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA631079(NAD 83)
 GL0677_MARKER: DB = BENCH MARK DISK
 GL0677_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0677_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0677_STAMPING: A 283 1955
 GL0677_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0677+STABILITY: SURFACE MOTION
 GL0677
 GL0677  HISTORY     - Date     Condition        Report By
 GL0677  HISTORY     - 1955     MONUMENTED       CGS
 GL0677
 GL0677                          STATION DESCRIPTION
 GL0677
 GL0677'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GL0677'17.6 MI S FROM CLAYTON.
 GL0677'17.6 MILES SOUTH ALONG STATE HIGHWAY 18 FROM THE COURTHOUSE AT
 GL0677'CLAYTON, 73 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 61 FEET SOUTH
 GL0677'OF A POWER POLE, 18 FEET SOUTH OF THE CENTER OF A WIRE GATE, 5.5 FEET
 GL0677'SOUTH OF A FENCE CORNER, 2.5 FEET WEST OF A FENCE, 2.2 FEET NORTH OF A
 GL0677'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.7
 GL0677'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0829 ***********************************************************************
 GL0829  DESIGNATION -  A 284
 GL0829  PID         -  GL0829
 GL0829  STATE/COUNTY-  NM/UNION
 GL0829  USGS QUAD   -  TEXLINE SOUTH (1970)
 GL0829
 GL0829                         *CURRENT SURVEY CONTROL
 GL0829  ___________________________________________________________________
 GL0829* NAD 83(1986)-  36 21 03.     (N)    103 03 31.     (W)     SCALED    
 GL0829* NAVD 88     -      1433.690  (meters)    4703.70   (feet)  ADJUSTED  
 GL0829  ___________________________________________________________________
 GL0829  GEOID HEIGHT-         -22.68  (meters)                     GEOID03
 GL0829  DYNAMIC HT  -        1432.003 (meters)    4698.16  (feet)  COMP
 GL0829  MODELED GRAV-     979,405.1   (mgal)                       NAVD 88
 GL0829
 GL0829  VERT ORDER  -  SECOND    CLASS 0
 GL0829
 GL0829.The horizontal coordinates were scaled from a topographic map and have
 GL0829.an estimated accuracy of +/- 6 seconds.
 GL0829
 GL0829.The orthometric height was determined by differential leveling
 GL0829.and adjusted by the National Geodetic Survey in June 1991..
 GL0829
 GL0829.The geoid height was determined by GEOID03.
 GL0829
 GL0829.The dynamic height is computed by dividing the NAVD 88
 GL0829.geopotential number by the normal gravity value computed on the
 GL0829.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0829.degrees latitude (g = 980.6199 gals.).
 GL0829
 GL0829.The modeled gravity was interpolated from observed gravity values.
 GL0829
 GL0829;                    North         East    Units  Estimated Accuracy
 GL0829;SPC NM E     -   594,200.      279,420.      MT  (+/- 180 meters Scaled)
 GL0829
 GL0829                          SUPERSEDED SURVEY CONTROL
 GL0829
 GL0829  NGVD 29 (??/??/92) 1433.004  (m)         4701.45   (f) ADJ UNCH    2 0
 GL0829
 GL0829.Superseded values are not recommended for survey control.
 GL0829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0829.See file dsdata.txt to determine how the superseded data were derived.
 GL0829
 GL0829_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA742246(NAD 83)
 GL0829_MARKER: DB = BENCH MARK DISK
 GL0829_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0829_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0829_STAMPING: A 284 1955
 GL0829_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0829+STABILITY: SURFACE MOTION
 GL0829
 GL0829  HISTORY     - Date     Condition        Report By
 GL0829  HISTORY     - 1955     MONUMENTED       CGS
 GL0829
 GL0829                          STATION DESCRIPTION
 GL0829
 GL0829'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GL0829'14.2 MI SE FROM CLAYTON.
 GL0829'7.4 MILES SOUTH ALONG STATE HIGHWAY 18 FROM THE COURTHOUSE AT CLAYTON,
 GL0829'THENCE 6.8 MILES EAST ALONG A GRADED DIRT ROAD, 96 FEET WEST OF THE
 GL0829'CENTER LINE OF A ROAD LEADING SOUTH, 37 FEET SOUTH OF THE CENTER LINE
 GL0829'OF AN EAST AND WEST ROAD, 63.5 FEET WEST OF A POWER POLE, IN LINE WITH
 GL0829'A ROW OF POWER POLES, 32 FEET EAST OF THE CENTER OF WIRE GATE, 2.5
 GL0829'FEET NORTH OF A FENCE, 2 FEET WEST OF A WITNESS POST, SET IN THE TOP
 GL0829'OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0845 ***********************************************************************
 GL0845  DESIGNATION -  A 285
 GL0845  PID         -  GL0845
 GL0845  STATE/COUNTY-  NM/UNION
 GL0845  USGS QUAD   -  SEDAN NE (1970)
 GL0845
 GL0845                         *CURRENT SURVEY CONTROL
 GL0845  ___________________________________________________________________
 GL0845* NAD 83(1986)-  36 08 40.     (N)    103 04 41.     (W)     SCALED    
 GL0845* NAVD 88     -      1385.546  (meters)    4545.75   (feet)  ADJUSTED  
 GL0845  ___________________________________________________________________
 GL0845  GEOID HEIGHT-         -22.95  (meters)                     GEOID03
 GL0845  DYNAMIC HT  -        1383.900 (meters)    4540.35  (feet)  COMP
 GL0845  MODELED GRAV-     979,396.4   (mgal)                       NAVD 88
 GL0845
 GL0845  VERT ORDER  -  SECOND    CLASS 0
 GL0845
 GL0845.The horizontal coordinates were scaled from a topographic map and have
 GL0845.an estimated accuracy of +/- 6 seconds.
 GL0845
 GL0845.The orthometric height was determined by differential leveling
 GL0845.and adjusted by the National Geodetic Survey in June 1991..
 GL0845
 GL0845.The geoid height was determined by GEOID03.
 GL0845
 GL0845.The dynamic height is computed by dividing the NAVD 88
 GL0845.geopotential number by the normal gravity value computed on the
 GL0845.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0845.degrees latitude (g = 980.6199 gals.).
 GL0845
 GL0845.The modeled gravity was interpolated from observed gravity values.
 GL0845
 GL0845;                    North         East    Units  Estimated Accuracy
 GL0845;SPC NM E     -   571,270.      277,970.      MT  (+/- 180 meters Scaled)
 GL0845
 GL0845                          SUPERSEDED SURVEY CONTROL
 GL0845
 GL0845  NGVD 29 (??/??/92) 1384.871  (m)         4543.53   (f) ADJ UNCH    2 0
 GL0845
 GL0845.Superseded values are not recommended for survey control.
 GL0845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0845.See file dsdata.txt to determine how the superseded data were derived.
 GL0845
 GL0845_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA729016(NAD 83)
 GL0845_MARKER: DB = BENCH MARK DISK
 GL0845_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0845_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0845_STAMPING: A 285 1955
 GL0845_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0845+STABILITY: SURFACE MOTION
 GL0845
 GL0845  HISTORY     - Date     Condition        Report By
 GL0845  HISTORY     - 1955     MONUMENTED       CGS
 GL0845
 GL0845                          STATION DESCRIPTION
 GL0845
 GL0845'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GL0845'2.9 MI E FROM SEDAN.
 GL0845'2.9 MILES EAST ALONG STATE HIGHWAY 102 FROM THE PUBLIC SCHOOL AT
 GL0845'SEDAN, 88 FEET EAST OF THE CENTER LINE OF A NORTH AND SOUTH ROAD, 50
 GL0845'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 46.2 FEET EAST OF A
 GL0845'POWER POLE, 1.9 FEET NORTH OF A FENCE, 2.8 FEET EAST OF A WITNESS
 GL0845'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE
 GL0845'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0738 ***********************************************************************
 FM0738  DESIGNATION -  A 286
 FM0738  PID         -  FM0738
 FM0738  STATE/COUNTY-  NM/HARDING
 FM0738  USGS QUAD   -  BUEYEROS (1973)
 FM0738
 FM0738                         *CURRENT SURVEY CONTROL
 FM0738  ___________________________________________________________________
 FM0738* NAD 83(1986)-  35 59 50.     (N)    103 39 07.     (W)     SCALED    
 FM0738* NAVD 88     -      1408.543  (meters)    4621.19   (feet)  ADJUSTED  
 FM0738  ___________________________________________________________________
 FM0738  GEOID HEIGHT-         -20.88  (meters)                     GEOID03
 FM0738  DYNAMIC HT  -        1406.877 (meters)    4615.73  (feet)  COMP
 FM0738  MODELED GRAV-     979,400.2   (mgal)                       NAVD 88
 FM0738
 FM0738  VERT ORDER  -  SECOND    CLASS 0
 FM0738
 FM0738.The horizontal coordinates were scaled from a topographic map and have
 FM0738.an estimated accuracy of +/- 6 seconds.
 FM0738
 FM0738.The orthometric height was determined by differential leveling
 FM0738.and adjusted by the National Geodetic Survey in June 1991..
 FM0738
 FM0738.The geoid height was determined by GEOID03.
 FM0738
 FM0738.The dynamic height is computed by dividing the NAVD 88
 FM0738.geopotential number by the normal gravity value computed on the
 FM0738.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0738.degrees latitude (g = 980.6199 gals.).
 FM0738
 FM0738.The modeled gravity was interpolated from observed gravity values.
 FM0738
 FM0738;                    North         East    Units  Estimated Accuracy
 FM0738;SPC NM E     -   554,420.      226,430.      MT  (+/- 180 meters Scaled)
 FM0738
 FM0738                          SUPERSEDED SURVEY CONTROL
 FM0738
 FM0738  NGVD 29 (??/??/92) 1407.882  (m)         4619.03   (f) ADJ UNCH    2 0
 FM0738
 FM0738.Superseded values are not recommended for survey control.
 FM0738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0738.See file dsdata.txt to determine how the superseded data were derived.
 FM0738
 FM0738_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFV215844(NAD 83)
 FM0738_MARKER: DB = BENCH MARK DISK
 FM0738_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0738_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0738_STAMPING: A 286 1955
 FM0738_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0738+STABILITY: SURFACE MOTION
 FM0738
 FM0738  HISTORY     - Date     Condition        Report By
 FM0738  HISTORY     - 1955     MONUMENTED       CGS
 FM0738
 FM0738                          STATION DESCRIPTION
 FM0738
 FM0738'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 FM0738'2.5 MI NE FROM BUEYEROS.
 FM0738'2.5 MILES NORTHEAST ALONG STATE HIGHWAY 57 FROM THE POST OFFICE AT
 FM0738'BUEYEROS, AT A JUNCTION WITH A ROAD LEADING NORTHEAST, 69 FEET
 FM0738'NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 80 FEET SOUTHEAST OF THE
 FM0738'CENTER LINE OF A ROAD LEADING NORTHEAST, 2.4 FEET EAST OF A WITNESS
 FM0738'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE
 FM0738'THE GROUND.  NOTE-- STATE HIGHWAY 57 IS NOW STATE HIGHWAY 102.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0581 ***********************************************************************
 FM0581  DESIGNATION -  A 287
 FM0581  PID         -  FM0581
 FM0581  STATE/COUNTY-  NM/HARDING
 FM0581  USGS QUAD   -  COTTONWOOD SPRINGS (1966)
 FM0581
 FM0581                         *CURRENT SURVEY CONTROL
 FM0581  ___________________________________________________________________
 FM0581* NAD 83(1986)-  35 59 58.     (N)    103 29 17.     (W)     SCALED    
 FM0581* NAVD 88     -      1494.508  (meters)    4903.23   (feet)  ADJUSTED  
 FM0581  ___________________________________________________________________
 FM0581  GEOID HEIGHT-         -21.35  (meters)                     GEOID03
 FM0581  DYNAMIC HT  -        1492.722 (meters)    4897.37  (feet)  COMP
 FM0581  MODELED GRAV-     979,384.7   (mgal)                       NAVD 88
 FM0581
 FM0581  VERT ORDER  -  SECOND    CLASS 0
 FM0581
 FM0581.The horizontal coordinates were scaled from a topographic map and have
 FM0581.an estimated accuracy of +/- 6 seconds.
 FM0581
 FM0581.The orthometric height was determined by differential leveling
 FM0581.and adjusted by the National Geodetic Survey in June 1991..
 FM0581
 FM0581.The geoid height was determined by GEOID03.
 FM0581
 FM0581.The dynamic height is computed by dividing the NAVD 88
 FM0581.geopotential number by the normal gravity value computed on the
 FM0581.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0581.degrees latitude (g = 980.6199 gals.).
 FM0581
 FM0581.The modeled gravity was interpolated from observed gravity values.
 FM0581
 FM0581;                    North         East    Units  Estimated Accuracy
 FM0581;SPC NM E     -   554,790.      241,210.      MT  (+/- 180 meters Scaled)
 FM0581
 FM0581                          SUPERSEDED SURVEY CONTROL
 FM0581
 FM0581  NGVD 29 (??/??/92) 1493.828  (m)         4901.00   (f) ADJ UNCH    2 0
 FM0581
 FM0581.Superseded values are not recommended for survey control.
 FM0581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0581.See file dsdata.txt to determine how the superseded data were derived.
 FM0581
 FM0581_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFV362849(NAD 83)
 FM0581_MARKER: DB = BENCH MARK DISK
 FM0581_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0581_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0581_STAMPING: A 287 1955
 FM0581_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0581+STABILITY: SURFACE MOTION
 FM0581
 FM0581  HISTORY     - Date     Condition        Report By
 FM0581  HISTORY     - 1955     MONUMENTED       CGS
 FM0581
 FM0581                          STATION DESCRIPTION
 FM0581
 FM0581'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 FM0581'11.9 MI E FROM BUEYEROS.
 FM0581'11.9 MILES EAST ALONG STATE HIGHWAY 57 FROM THE POST OFFICE AT
 FM0581'BUEYEROS, 64 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 29 FEET
 FM0581'NORTH OF A FENCE CORNER, 11 FEET EAST OF A FENCE LEADING NORTH, 2 FEET
 FM0581'WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 FM0581'PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1241 ***********************************************************************
 GL1241  DESIGNATION -  A 288
 GL1241  PID         -  GL1241
 GL1241  STATE/COUNTY-  NM/UNION
 GL1241  USGS QUAD   -  COW MOUNTAIN (1972)
 GL1241
 GL1241                         *CURRENT SURVEY CONTROL
 GL1241  ___________________________________________________________________
 GL1241* NAD 83(1986)-  36 36 35.     (N)    103 51 18.     (W)     SCALED    
 GL1241* NAVD 88     -      1995.951  (meters)    6548.38   (feet)  ADJUSTED  
 GL1241  ___________________________________________________________________
 GL1241  GEOID HEIGHT-         -19.19  (meters)                     GEOID03
 GL1241  DYNAMIC HT  -        1993.440 (meters)    6540.14  (feet)  COMP
 GL1241  MODELED GRAV-     979,301.4   (mgal)                       NAVD 88
 GL1241
 GL1241  VERT ORDER  -  SECOND    CLASS 0
 GL1241
 GL1241.The horizontal coordinates were scaled from a topographic map and have
 GL1241.an estimated accuracy of +/- 6 seconds.
 GL1241
 GL1241.The orthometric height was determined by differential leveling
 GL1241.and adjusted by the National Geodetic Survey in June 1991..
 GL1241
 GL1241.The geoid height was determined by GEOID03.
 GL1241
 GL1241.The dynamic height is computed by dividing the NAVD 88
 GL1241.geopotential number by the normal gravity value computed on the
 GL1241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL1241.degrees latitude (g = 980.6199 gals.).
 GL1241
 GL1241.The modeled gravity was interpolated from observed gravity values.
 GL1241
 GL1241;                    North         East    Units  Estimated Accuracy
 GL1241;SPC NM E     -   622,280.      207,790.      MT  (+/- 180 meters Scaled)
 GL1241
 GL1241                          SUPERSEDED SURVEY CONTROL
 GL1241
 GL1241  NGVD 29 (??/??/92) 1995.004  (m)         6545.28   (f) ADJ UNCH    2 0
 GL1241
 GL1241.Superseded values are not recommended for survey control.
 GL1241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1241.See file dsdata.txt to determine how the superseded data were derived.
 GL1241
 GL1241_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA023521(NAD 83)
 GL1241_MARKER: DB = BENCH MARK DISK
 GL1241_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL1241_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL1241_STAMPING: A 288 1955
 GL1241_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL1241+STABILITY: SURFACE MOTION
 GL1241
 GL1241  HISTORY     - Date     Condition        Report By
 GL1241  HISTORY     - 1955     MONUMENTED       CGS
 GL1241
 GL1241                          STATION DESCRIPTION
 GL1241
 GL1241'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GL1241'13.3 MI N FROM SOFIA.
 GL1241'0.4 MILE EAST ALONG A GRAVELED ROAD FROM THE SCHOOLHOUSE AT SOFIA,
 GL1241'THENCE 3.0 MILES NORTH ALONG A GRADED DIRT ROAD, THENCE 9.9 MILES
 GL1241'NORTH ALONG A WINDING TRACK ROAD, 0.4 MILE NORTHWEST OF A CATTLE
 GL1241'GUARD, 450 FEET SOUTHEAST OF A FENCE CORNER, 56 FEET NORTHEAST OF THE
 GL1241'CENTER LINE OF A TRACK ROAD, 2.5 FEET NORTHWEST OF A WITNESS POST, SET
 GL1241'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE
 GL1241'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0912 ***********************************************************************
 GL0912  DESIGNATION -  A 289
 GL0912  PID         -  GL0912
 GL0912  STATE/COUNTY-  NM/UNION
 GL0912  USGS QUAD   -  GLADSTONE (1977)
 GL0912
 GL0912                         *CURRENT SURVEY CONTROL
 GL0912  ___________________________________________________________________
 GL0912* NAD 83(1986)-  36 20 59.     (N)    103 54 02.     (W)     SCALED    
 GL0912* NAVD 88     -      1829.743  (meters)    6003.08   (feet)  ADJUSTED  
 GL0912  ___________________________________________________________________
 GL0912  GEOID HEIGHT-         -19.31  (meters)                     GEOID03
 GL0912  DYNAMIC HT  -        1827.492 (meters)    5995.70  (feet)  COMP
 GL0912  MODELED GRAV-     979,335.7   (mgal)                       NAVD 88
 GL0912
 GL0912  VERT ORDER  -  SECOND    CLASS 0
 GL0912
 GL0912.The horizontal coordinates were scaled from a topographic map and have
 GL0912.an estimated accuracy of +/- 6 seconds.
 GL0912
 GL0912.The orthometric height was determined by differential leveling
 GL0912.and adjusted by the National Geodetic Survey in June 1991..
 GL0912
 GL0912.The geoid height was determined by GEOID03.
 GL0912
 GL0912.The dynamic height is computed by dividing the NAVD 88
 GL0912.geopotential number by the normal gravity value computed on the
 GL0912.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0912.degrees latitude (g = 980.6199 gals.).
 GL0912
 GL0912.The modeled gravity was interpolated from observed gravity values.
 GL0912
 GL0912;                    North         East    Units  Estimated Accuracy
 GL0912;SPC NM E     -   593,410.      203,840.      MT  (+/- 180 meters Scaled)
 GL0912
 GL0912                          SUPERSEDED SURVEY CONTROL
 GL0912
 GL0912  NGVD 29 (??/??/92) 1828.941  (m)         6000.45   (f) ADJ UNCH    2 0
 GL0912
 GL0912.Superseded values are not recommended for survey control.
 GL0912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0912.See file dsdata.txt to determine how the superseded data were derived.
 GL0912
 GL0912_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEA986233(NAD 83)
 GL0912_MARKER: DB = BENCH MARK DISK
 GL0912_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0912_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0912_STAMPING: A 289 1955
 GL0912_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0912+STABILITY: SURFACE MOTION
 GL0912
 GL0912  HISTORY     - Date     Condition        Report By
 GL0912  HISTORY     - 1955     MONUMENTED       CGS
 GL0912
 GL0912                          STATION DESCRIPTION
 GL0912
 GL0912'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GL0912'7.0 MI NE FROM GLADSTONE.
 GL0912'4.0 MILES EAST ALONG STATE HIGHWAY 58 FROM THE POST OFFICE AT
 GL0912'GLADSTONE, THENCE 3.0 MILES NORTH ALONG A GRADED DIRT ROAD, 46.1 FEET
 GL0912'NORTHWEST OF THE NORTHWEST CORNER OF A CATTLE GUARD, 42.5 FEET NORTH
 GL0912'OF A FENCE, 39 FEET WEST OF THE CENTER LINE OF A TRACK ROAD LEADING
 GL0912'NORTH, AT THE END OF THE GRADED DIRT ROAD, 2 FEET EAST OF A FENCE, 2.6
 GL0912'FEET SOUTH OF A WITNESS POST, 1.0 MILE SOUTH OF BENCH MARK F 293, SET
 GL0912'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE
 GL0912'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0351 ***********************************************************************
 FN0351  DESIGNATION -  A 29
 FN0351  PID         -  FN0351
 FN0351  STATE/COUNTY-  NM/SANTA FE
 FN0351  USGS QUAD   -  SANTA FE (1993)
 FN0351
 FN0351                         *CURRENT SURVEY CONTROL
 FN0351  ___________________________________________________________________
 FN0351* NAD 83(1986)-  35 42 02.     (N)    105 58 24.     (W)     SCALED    
 FN0351* NAVD 88     -      2138.982  (meters)    7017.64   (feet)  ADJUSTED  
 FN0351  ___________________________________________________________________
 FN0351  GEOID HEIGHT-         -18.60  (meters)                     GEOID03
 FN0351  DYNAMIC HT  -        2135.984 (meters)    7007.81  (feet)  COMP
 FN0351  MODELED GRAV-     979,155.0   (mgal)                       NAVD 88
 FN0351
 FN0351  VERT ORDER  -  FIRST     CLASS II
 FN0351
 FN0351.The horizontal coordinates were scaled from a topographic map and have
 FN0351.an estimated accuracy of +/- 6 seconds.
 FN0351
 FN0351.The orthometric height was determined by differential leveling
 FN0351.and adjusted by the National Geodetic Survey in June 1991..
 FN0351
 FN0351.The geoid height was determined by GEOID03.
 FN0351
 FN0351.The dynamic height is computed by dividing the NAVD 88
 FN0351.geopotential number by the normal gravity value computed on the
 FN0351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FN0351.degrees latitude (g = 980.6199 gals.).
 FN0351
 FN0351.The modeled gravity was interpolated from observed gravity values.
 FN0351
 FN0351;                    North         East    Units  Estimated Accuracy
 FN0351;SPC NM C     -   521,330.      525,040.      MT  (+/- 180 meters Scaled)
 FN0351
 FN0351                          SUPERSEDED SURVEY CONTROL
 FN0351
 FN0351  NGVD 29 (??/??/92) 2137.917  (m)         7014.15   (f) ADJ UNCH    1 2
 FN0351
 FN0351.Superseded values are not recommended for survey control.
 FN0351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0351.See file dsdata.txt to determine how the superseded data were derived.
 FN0351
 FN0351_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV119511(NAD 83)
 FN0351_MARKER: DB = BENCH MARK DISK
 FN0351_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FN0351_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FN0351_STAMPING: 7014.149 A 29 1933
 FN0351_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FN0351+STABILITY: SURFACE MOTION
 FN0351
 FN0351  HISTORY     - Date     Condition        Report By
 FN0351  HISTORY     - 1933     MONUMENTED       CGS
 FN0351  HISTORY     - 1934     GOOD             NGS
 FN0351
 FN0351                          STATION DESCRIPTION
 FN0351
 FN0351'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FN0351'2.7 MI NW FROM SANTA FE.
 FN0351'ABOUT 2.7 MILES NORTHWST ALONG THE DENVER AND RIO GRANDE WESTERN
 FN0351'RAILROAD FROM SANTA FE, SANTA FE COUNTY, ABOUT 6 POLES SOUTHEAST OF
 FN0351'MILEPOST 403, ON THE NORTH SIDE OF THE CROSSING, AND ABOUT 16 FEET
 FN0351'NORTHEAST OF THE CENTER LINE OF THE TRACK, A STANDARD DISK SET IN THE
 FN0351'TOP OF A CONCRETE POST AND STAMPED 7014.149 A 29 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0086 ***********************************************************************
 GM0086  DESIGNATION -  A 290
 GM0086  PID         -  GM0086
 GM0086  STATE/COUNTY-  NM/COLFAX
 GM0086  USGS QUAD   -  ABBOTT (1965)
 GM0086
 GM0086                         *CURRENT SURVEY CONTROL
 GM0086  ___________________________________________________________________
 GM0086* NAD 83(1986)-  36 18 19.     (N)    104 17 44.     (W)     SCALED    
 GM0086* NAVD 88     -      1869.459  (meters)    6133.38   (feet)  ADJUSTED  
 GM0086  ___________________________________________________________________
 GM0086  GEOID HEIGHT-         -18.91  (meters)                     GEOID03
 GM0086  DYNAMIC HT  -        1867.111 (meters)    6125.68  (feet)  COMP
 GM0086  MODELED GRAV-     979,309.1   (mgal)                       NAVD 88
 GM0086
 GM0086  VERT ORDER  -  SECOND    CLASS 0
 GM0086
 GM0086.The horizontal coordinates were scaled from a topographic map and have
 GM0086.an estimated accuracy of +/- 6 seconds.
 GM0086
 GM0086.The orthometric height was determined by differential leveling
 GM0086.and adjusted by the National Geodetic Survey in June 1991..
 GM0086
 GM0086.The geoid height was determined by GEOID03.
 GM0086
 GM0086.The dynamic height is computed by dividing the NAVD 88
 GM0086.geopotential number by the normal gravity value computed on the
 GM0086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GM0086.degrees latitude (g = 980.6199 gals.).
 GM0086
 GM0086.The modeled gravity was interpolated from observed gravity values.
 GM0086
 GM0086;                    North         East    Units  Estimated Accuracy
 GM0086;SPC NM E     -   588,390.      168,390.      MT  (+/- 180 meters Scaled)
 GM0086
 GM0086                          SUPERSEDED SURVEY CONTROL
 GM0086
 GM0086  NGVD 29 (??/??/92) 1868.657  (m)         6130.75   (f) ADJ UNCH    2 0
 GM0086
 GM0086.Superseded values are not recommended for survey control.
 GM0086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0086.See file dsdata.txt to determine how the superseded data were derived.
 GM0086
 GM0086_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEA632180(NAD 83)
 GM0086_MARKER: DB = BENCH MARK DISK
 GM0086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GM0086_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GM0086_STAMPING: A 290 1956
 GM0086_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GM0086+STABILITY: SURFACE MOTION
 GM0086
 GM0086  HISTORY     - Date     Condition        Report By
 GM0086  HISTORY     - 1956     MONUMENTED       CGS
 GM0086
 GM0086                          STATION DESCRIPTION
 GM0086
 GM0086'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 GM0086'1.95 MI W FROM ABBOTT.
 GM0086'1.95 MILES WEST ALONG STATE HIGHWAY 58 FROM THE POST OFFICE AT ABBOTT,
 GM0086'0.3 MILE EAST OF THE TOP OF A HILL, 299 FEET WEST OF THE CENTER LINE
 GM0086'OF A GRAVELED ROAD LEADING SOUTH, 72.6 FEET SOUTH OF THE CENTER LINE
 GM0086'OF THE HIGHWAY, 31.7 FEET WEST OF A POWER POLE, 2.3 FEET NORTH OF A
 GM0086'FENCE, 1.7 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 GM0086'POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0157 ***********************************************************************
 FN0157  DESIGNATION -  A 291
 FN0157  PID         -  FN0157
 FN0157  STATE/COUNTY-  NM/SAN MIGUEL
 FN0157  USGS QUAD   -  MONTEZUMA (1961)
 FN0157
 FN0157                         *CURRENT SURVEY CONTROL
 FN0157  ___________________________________________________________________
 FN0157* NAD 83(1986)-  35 40 34.     (N)    105 21 00.     (W)     SCALED    
 FN0157* NAVD 88     -      2164.679  (meters)    7101.95   (feet)  ADJUSTED  
 FN0157  ___________________________________________________________________
 FN0157  GEOID HEIGHT-         -18.16  (meters)                     GEOID03
 FN0157  DYNAMIC HT  -        2161.626 (meters)    7091.93  (feet)  COMP
 FN0157  MODELED GRAV-     979,144.8   (mgal)                       NAVD 88
 FN0157
 FN0157  VERT ORDER  -  SECOND    CLASS 0
 FN0157
 FN0157.The horizontal coordinates were scaled from a topographic map and have
 FN0157.an estimated accuracy of +/- 6 seconds.
 FN0157
 FN0157.The orthometric height was determined by differential leveling
 FN0157.and adjusted by the National Geodetic Survey in June 1991..
 FN0157
 FN0157.The geoid height was determined by GEOID03.
 FN0157
 FN0157.The dynamic height is computed by dividing the NAVD 88
 FN0157.geopotential number by the normal gravity value computed on the
 FN0157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FN0157.degrees latitude (g = 980.6199 gals.).
 FN0157
 FN0157.The modeled gravity was interpolated from observed gravity values.
 FN0157
 FN0157;                    North         East    Units  Estimated Accuracy
 FN0157;SPC NM E     -   519,060.       72,970.      MT  (+/- 180 meters Scaled)
 FN0157
 FN0157                          SUPERSEDED SURVEY CONTROL
 FN0157
 FN0157  NGVD 29 (??/??/92) 2163.640  (m)         7098.54   (f) ADJ UNCH    2 0
 FN0157
 FN0157.Superseded values are not recommended for survey control.
 FN0157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0157.See file dsdata.txt to determine how the superseded data were derived.
 FN0157
 FN0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV683480(NAD 83)
 FN0157_MARKER: DB = BENCH MARK DISK
 FN0157_SETTING: 66 = SET IN ROCK OUTCROP
 FN0157_SP_SET: SET IN ROCK OUTCROP
 FN0157_STAMPING: A 291 1957
 FN0157_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FN0157+STABILITY: POSITION/ELEVATION WELL
 FN0157
 FN0157  HISTORY     - Date     Condition        Report By
 FN0157  HISTORY     - 1957     MONUMENTED       CGS
 FN0157
 FN0157                          STATION DESCRIPTION
 FN0157
 FN0157'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FN0157'0.3 MI SE FROM GALLINAS.
 FN0157'0.3 MILE SOUTHEAST ALONG STATE ROAD 65 FROM THE CATHOLIC CHURCH AT
 FN0157'GALLINAS, 230 FEET NORTHWEST OF THE CENTER OF A GULCH, ON THE
 FN0157'SOUTHWEST SLOPE OF A HILL, 40 FEET NORTHEAST OF THE CENTER LINE OF THE
 FN0157'STATE ROAD, 8 FEET ABOVE THE LEVEL OF THE ROAD, 2 FEET ABOVE THE
 FN0157'GROUND, SET IN THE TOP OF THE EAST END OF A 2X7 FOOT ROCK OUTCROP, 30
 FN0157'FEET NORTH OF THE NORTH END OF AN 18 INCH STEEL PIPE CULVERT, IN
 FN0157'SECTION 27, TOWNSHIP 17 NORTH, RANGE 15 EAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1256 ***********************************************************************
 GL1256  DESIGNATION -  A 291
 GL1256  PID         -  GL1256
 GL1256  STATE/COUNTY-  NM/UNION
 GL1256  USGS QUAD   -  COW MOUNTAIN (1972)
 GL1256
 GL1256                         *CURRENT SURVEY CONTROL
 GL1256  ___________________________________________________________________
 GL1256* NAD 83(1986)-  36 37 21.     (N)    103 50 22.     (W)     SCALED    
 GL1256* NAVD 88     -      1992.941  (meters)    6538.51   (feet)  ADJUSTED  
 GL1256  ___________________________________________________________________
 GL1256  GEOID HEIGHT-         -19.23  (meters)                     GEOID03
 GL1256  DYNAMIC HT  -        1990.437 (meters)    6530.29  (feet)  COMP
 GL1256  MODELED GRAV-     979,303.5   (mgal)                       NAVD 88
 GL1256
 GL1256  VERT ORDER  -  SECOND    CLASS 0
 GL1256
 GL1256.The horizontal coordinates were scaled from a topographic map and have
 GL1256.an estimated accuracy of +/- 6 seconds.
 GL1256
 GL1256.The orthometric height was determined by differential leveling
 GL1256.and adjusted by the National Geodetic Survey in June 1991..
 GL1256
 GL1256.The geoid height was determined by GEOID03.
 GL1256
 GL1256.The dynamic height is computed by dividing the NAVD 88
 GL1256.geopotential number by the normal gravity value computed on the
 GL1256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL1256.degrees latitude (g = 980.6199 gals.).
 GL1256
 GL1256.The modeled gravity was interpolated from observed gravity values.
 GL1256
 GL1256;                    North         East    Units  Estimated Accuracy
 GL1256;SPC NM E     -   623,700.      209,170.      MT  (+/- 180 meters Scaled)
 GL1256
 GL1256                          SUPERSEDED SURVEY CONTROL
 GL1256
 GL1256  NGVD 29 (??/??/92) 1991.991  (m)         6535.39   (f) ADJ UNCH    2 0
 GL1256
 GL1256.Superseded values are not recommended for survey control.
 GL1256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1256.See file dsdata.txt to determine how the superseded data were derived.
 GL1256
 GL1256_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA037536(NAD 83)
 GL1256_MARKER: DB = BENCH MARK DISK
 GL1256_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL1256_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL1256_STAMPING: A 291 1955
 GL1256_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL1256+STABILITY: SURFACE MOTION
 GL1256
 GL1256  HISTORY     - Date     Condition        Report By
 GL1256  HISTORY     - 1955     MONUMENTED       CGS
 GL1256
 GL1256                          STATION DESCRIPTION
 GL1256
 GL1256'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GL1256'5.65 MI SW FROM GRANDE.
 GL1256'0.15 MILE WEST ALONG A DIRT ROAD FROM THE SECTION FOREMANS HOUSE AT
 GL1256'GRANDE, THENCE 5.5 MILES SOUTHWEST ALONG A GRADED DIRT ROAD, 0.4 MILE
 GL1256'NORTHEAST OF A LAKE BED, 84 FEET EAST OF THE CENTER LINE OF A ROAD, 3
 GL1256'FEET WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 GL1256'PROJECTS 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1231 ***********************************************************************
 GL1231  DESIGNATION -  A 292
 GL1231  PID         -  GL1231
 GL1231  STATE/COUNTY-  NM/UNION
 GL1231  USGS QUAD   -  CAPULIN (1972)
 GL1231
 GL1231                         *CURRENT SURVEY CONTROL
 GL1231  ___________________________________________________________________
 GL1231* NAD 83(1986)-  36 40 07.     (N)    103 56 12.     (W)     SCALED    
 GL1231* NAVD 88     -      2060.338  (meters)    6759.63   (feet)  ADJUSTED  
 GL1231  ___________________________________________________________________
 GL1231  GEOID HEIGHT-         -18.95  (meters)                     GEOID03
 GL1231  DYNAMIC HT  -        2057.715 (meters)    6751.02  (feet)  COMP
 GL1231  MODELED GRAV-     979,284.0   (mgal)                       NAVD 88
 GL1231
 GL1231  VERT ORDER  -  SECOND    CLASS 0
 GL1231
 GL1231.The horizontal coordinates were scaled from a topographic map and have
 GL1231.an estimated accuracy of +/- 6 seconds.
 GL1231
 GL1231.The orthometric height was determined by differential leveling
 GL1231.and adjusted by the National Geodetic Survey in June 1991..
 GL1231
 GL1231.The geoid height was determined by GEOID03.
 GL1231
 GL1231.The dynamic height is computed by dividing the NAVD 88
 GL1231.geopotential number by the normal gravity value computed on the
 GL1231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL1231.degrees latitude (g = 980.6199 gals.).
 GL1231
 GL1231.The modeled gravity was interpolated from observed gravity values.
 GL1231
 GL1231;                    North         East    Units  Estimated Accuracy
 GL1231;SPC NM E     -   628,780.      200,460.      MT  (+/- 180 meters Scaled)
 GL1231
 GL1231                          SUPERSEDED SURVEY CONTROL
 GL1231
 GL1231  NGVD 29 (??/??/92) 2059.338  (m)         6756.34   (f) ADJ UNCH    2 0
 GL1231
 GL1231.Superseded values are not recommended for survey control.
 GL1231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1231.See file dsdata.txt to determine how the superseded data were derived.
 GL1231
 GL1231_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEA950586(NAD 83)
 GL1231_MARKER: DB = BENCH MARK DISK
 GL1231_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL1231_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL1231_STAMPING: A 292 1955
 GL1231_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL1231+STABILITY: SURFACE MOTION
 GL1231
 GL1231  HISTORY     - Date     Condition        Report By
 GL1231  HISTORY     - 1955     MONUMENTED       CGS
 GL1231
 GL1231                          STATION DESCRIPTION
 GL1231
 GL1231'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GL1231'8.45 MI SE FROM CAPULIN.
 GL1231'3.0 MILES EAST ALONG U.S. HIGHWAYS 64 AND 87 FROM THE POST OFFICE AT
 GL1231'CAPULIN, THENCE 5.45 MILES SOUTH ALONG A GRADED DIRT ROAD, 45 FEET
 GL1231'WEST OF THE CENTER LINE OF A NORTH AND SOUTH ROAD, 18 FEET SOUTH OF
 GL1231'THE CENTER LINE OF A PRIVATE DIRT ROAD LEADING WEST, 14 FEET WEST OF A
 GL1231'FENCE, IN LINE WITH A ROW OF POWER POLES, 2.7 FEET WEST OF A WITNESS
 GL1231'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE
 GL1231'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0184 ***********************************************************************
 FN0184  DESIGNATION -  A 292
 FN0184  PID         -  FN0184
 FN0184  STATE/COUNTY-  NM/SAN MIGUEL
 FN0184  USGS QUAD   -  EL PORVENIR (1961)
 FN0184
 FN0184                         *CURRENT SURVEY CONTROL
 FN0184  ___________________________________________________________________
 FN0184* NAD 83(1986)-  35 40 39.     (N)    105 25 52.     (W)     SCALED    
 FN0184* NAVD 88     -      2350.746  (meters)    7712.41   (feet)  ADJUSTED  
 FN0184  ___________________________________________________________________
 FN0184  GEOID HEIGHT-         -17.82  (meters)                     GEOID03
 FN0184  DYNAMIC HT  -        2347.393 (meters)    7701.41  (feet)  COMP
 FN0184  MODELED GRAV-     979,121.4   (mgal)                       NAVD 88
 FN0184
 FN0184  VERT ORDER  -  SECOND    CLASS 0
 FN0184
 FN0184.The horizontal coordinates were scaled from a topographic map and have
 FN0184.an estimated accuracy of +/- 6 seconds.
 FN0184
 FN0184.The orthometric height was determined by differential leveling
 FN0184.and adjusted by the National Geodetic Survey in June 1991..
 FN0184
 FN0184.The geoid height was determined by GEOID03.
 FN0184
 FN0184.The dynamic height is computed by dividing the NAVD 88
 FN0184.geopotential number by the normal gravity value computed on the
 FN0184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FN0184.degrees latitude (g = 980.6199 gals.).
 FN0184
 FN0184.The modeled gravity was interpolated from observed gravity values.
 FN0184
 FN0184;                    North         East    Units  Estimated Accuracy
 FN0184;SPC NM E     -   519,290.       65,630.      MT  (+/- 180 meters Scaled)
 FN0184
 FN0184                          SUPERSEDED SURVEY CONTROL
 FN0184
 FN0184  NGVD 29 (??/??/92) 2349.689  (m)         7708.94   (f) ADJ UNCH    2 0
 FN0184
 FN0184.Superseded values are not recommended for survey control.
 FN0184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0184.See file dsdata.txt to determine how the superseded data were derived.
 FN0184
 FN0184_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV609482(NAD 83)
 FN0184_MARKER: DB = BENCH MARK DISK
 FN0184_SETTING: 66 = SET IN ROCK OUTCROP
 FN0184_SP_SET: SET IN ROCK OUTCROP
 FN0184_STAMPING: A 292 1957
 FN0184_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FN0184+STABILITY: POSITION/ELEVATION WELL
 FN0184
 FN0184  HISTORY     - Date     Condition        Report By
 FN0184  HISTORY     - 1957     MONUMENTED       CGS
 FN0184
 FN0184                          STATION DESCRIPTION
 FN0184
 FN0184'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FN0184'3.5 MI S FROM LAS GALLINAS RANGER STATION.
 FN0184'0.65 MILE SOUTHEAST ALONG STATE ROAD 65 FROM LAS GALLINAS RANGER
 FN0184'STATION, THENCE 2.85 MILES SOUTH ALONG A WINDING DIRT ROAD, ON THE
 FN0184'INSIDE OF A CURVE IN THE ROAD, 380 FEET EAST OF THE BOTTOM OF A
 FN0184'RAVINE, 51 FEET NORTH OF THE CENTER LINE OF THE ROAD, 10 FEET ABOVE
 FN0184'THE LEVEL OF THE ROAD, 4 FEET ABOVE THE GROUND, SET IN THE TOP OF A
 FN0184'4X20 FOOT GRANITE OUTCROP, IN SECTION 26, TOWNSHIP 17 NORTH, RANGE 14
 FN0184'EAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0279 ***********************************************************************
 FN0279  DESIGNATION -  A 293
 FN0279  PID         -  FN0279
 FN0279  STATE/COUNTY-  NM/SAN MIGUEL
 FN0279  USGS QUAD   -  SAN JOSE (1989)
 FN0279
 FN0279                         *CURRENT SURVEY CONTROL
 FN0279  ___________________________________________________________________
 FN0279* NAD 83(1986)-  35 24 20.     (N)    105 29 43.     (W)     SCALED    
 FN0279* NAVD 88     -      1896.738  (meters)    6222.88   (feet)  ADJUSTED  
 FN0279  ___________________________________________________________________
 FN0279  GEOID HEIGHT-         -18.83  (meters)                     GEOID03
 FN0279  DYNAMIC HT  -        1894.145 (meters)    6214.37  (feet)  COMP
 FN0279  MODELED GRAV-     979,199.0   (mgal)                       NAVD 88
 FN0279
 FN0279  VERT ORDER  -  SECOND    CLASS 0
 FN0279
 FN0279.The horizontal coordinates were scaled from a topographic map and have
 FN0279.an estimated accuracy of +/- 6 seconds.
 FN0279
 FN0279.The orthometric height was determined by differential leveling
 FN0279.and adjusted by the National Geodetic Survey in June 1991..
 FN0279
 FN0279.The geoid height was determined by GEOID03.
 FN0279
 FN0279.The dynamic height is computed by dividing the NAVD 88
 FN0279.geopotential number by the normal gravity value computed on the
 FN0279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FN0279.degrees latitude (g = 980.6199 gals.).
 FN0279
 FN0279.The modeled gravity was interpolated from observed gravity values.
 FN0279
 FN0279;                    North         East    Units  Estimated Accuracy
 FN0279;SPC NM E     -   489,190.       59,460.      MT  (+/- 180 meters Scaled)
 FN0279
 FN0279                          SUPERSEDED SURVEY CONTROL
 FN0279
 FN0279  NGVD 29 (??/??/92) 1895.828  (m)         6219.90   (f) ADJ UNCH    2 0
 FN0279
 FN0279.Superseded values are not recommended for survey control.
 FN0279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0279.See file dsdata.txt to determine how the superseded data were derived.
 FN0279
 FN0279_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV550181(NAD 83)
 FN0279_MARKER: DB = BENCH MARK DISK
 FN0279_SETTING: 66 = SET IN ROCK OUTCROP
 FN0279_SP_SET: SET IN ROCK OUTCROP
 FN0279_STAMPING: A 293 1957
 FN0279_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FN0279+STABILITY: POSITION/ELEVATION WELL
 FN0279
 FN0279  HISTORY     - Date     Condition        Report By
 FN0279  HISTORY     - 1957     MONUMENTED       CGS
 FN0279  HISTORY     - 19860401 MARK NOT FOUND   USGS
 FN0279
 FN0279                          STATION DESCRIPTION
 FN0279
 FN0279'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FN0279'0.55 MI E FROM SANDS.
 FN0279'0.1 MILE NORTHEAST ACROSS A PASTURE FROM THE ATCHISON, TOPEKA AND
 FN0279'SANTA FE RAILROAD STATION SIGN AT SANDS, THENCE 0.45 MILE EAST ALONG
 FN0279'U.S. HIGHWAYS 84 AND 85, 107 YARDS EAST OF THE NORTHEAST CORNER OF A
 FN0279'PHILLIPS 66 SERVICE STATION, 102 FEET EAST OF THE EXTENDED CENTER LINE
 FN0279'OF A DIRT ROAD LEADING NORTH TO SOHAM, 72 FEET SOUTH OF THE CENTER
 FN0279'LINE OF THE HIGHWAY, 28 FEET NORTH OF A FENCE, 18.5 FEET SOUTHWEST OF
 FN0279'A LONE 8 INCH SPRUCE TREE, 2.8 FEET ABOVE THE GROUND, SET IN THE TOP
 FN0279'OF A 3X13 FOOT ROCK OUTCROP, IN THE NORTHEAST 1/4 OF SECTION 31,
 FN0279'TOWNSHIP 14 NORTH, RANGE 14 EAST.
 FN0279
 FN0279                          STATION RECOVERY (1986)
 FN0279
 FN0279'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986 (DRG)
 FN0279'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0906 ***********************************************************************
 GL0906  DESIGNATION -  A 293
 GL0906  PID         -  GL0906
 GL0906  STATE/COUNTY-  NM/UNION
 GL0906  USGS QUAD   -  SOFIA (1973)
 GL0906
 GL0906                         *CURRENT SURVEY CONTROL
 GL0906  ___________________________________________________________________
 GL0906* NAD 83(1986)-  36 25 20.     (N)    103 51 50.     (W)     SCALED    
 GL0906* NAVD 88     -      1901.975  (meters)    6240.06   (feet)  ADJUSTED  
 GL0906  ___________________________________________________________________
 GL0906  GEOID HEIGHT-         -19.27  (meters)                     GEOID03
 GL0906  DYNAMIC HT  -        1899.626 (meters)    6232.36  (feet)  COMP
 GL0906  MODELED GRAV-     979,328.5   (mgal)                       NAVD 88
 GL0906
 GL0906  VERT ORDER  -  SECOND    CLASS 0
 GL0906
 GL0906.The horizontal coordinates were scaled from a topographic map and have
 GL0906.an estimated accuracy of +/- 6 seconds.
 GL0906
 GL0906.The orthometric height was determined by differential leveling
 GL0906.and adjusted by the National Geodetic Survey in June 1991..
 GL0906
 GL0906.The geoid height was determined by GEOID03.
 GL0906
 GL0906.The dynamic height is computed by dividing the NAVD 88
 GL0906.geopotential number by the normal gravity value computed on the
 GL0906.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0906.degrees latitude (g = 980.6199 gals.).
 GL0906
 GL0906.The modeled gravity was interpolated from observed gravity values.
 GL0906
 GL0906;                    North         East    Units  Estimated Accuracy
 GL0906;SPC NM E     -   601,470.      207,100.      MT  (+/- 180 meters Scaled)
 GL0906
 GL0906                          SUPERSEDED SURVEY CONTROL
 GL0906
 GL0906  NGVD 29 (??/??/92) 1901.147  (m)         6237.35   (f) ADJ UNCH    2 0
 GL0906
 GL0906.Superseded values are not recommended for survey control.
 GL0906.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0906.See file dsdata.txt to determine how the superseded data were derived.
 GL0906
 GL0906_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA018313(NAD 83)
 GL0906_MARKER: DB = BENCH MARK DISK
 GL0906_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0906_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0906_STAMPING: A 293 1955
 GL0906_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0906+STABILITY: SURFACE MOTION
 GL0906
 GL0906  HISTORY     - Date     Condition        Report By
 GL0906  HISTORY     - 1955     MONUMENTED       CGS
 GL0906
 GL0906                          STATION DESCRIPTION
 GL0906
 GL0906'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GL0906'4.3 MI SW FROM SOFIA.
 GL0906'0.4 MILE EAST ALONG A GRAVELED ROAD FROM THE SCHOOLHOUSE AT SOFIA,
 GL0906'THENCE 1.0 MILE SOUTH ALONG A GRADED DIRT ROAD, THENCE 1.0 MILE WEST
 GL0906'ALONG A GRADED DIRT ROAD, THENCE 0.9 MILE SOUTH ALONG A TRACK ROAD,
 GL0906'THENCE 1.0 MILE WEST ALONG A TRACK ROAD, 237 FEET NORTHEAST OF THE
 GL0906'NORTHEAST CORNER OF A FARMHOUSE, 33 FEET SOUTH OF THE EXTENDED CENTER
 GL0906'LINE OF A TRACK ROAD LEADING EAST, 38 FEET WEST OF THE EXTENDED CENTER
 GL0906'LINE OF A TRACK ROAD LEADING NORTH, 35 FEET NORTHWEST OF THE CENTER
 GL0906'LINE OF A TRACK ROAD LEADING SOUTHWEST, 23 FEET WEST OF A FENCE
 GL0906'CORNER, IN LINE WITH A ROW OF POWER POLES, 2 FEET SOUTH OF A FENCE,
 GL0906'2.5 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 GL0906'WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0371 ***********************************************************************
 GM0371  DESIGNATION -  A 294
 GM0371  PID         -  GM0371
 GM0371  STATE/COUNTY-  NM/MORA
 GM0371  USGS QUAD   -  COMANCHE PEAK (1994)
 GM0371
 GM0371                         *CURRENT SURVEY CONTROL
 GM0371  ___________________________________________________________________
 GM0371* NAD 83(1986)-  36 02 35.     (N)    105 16 39.     (W)     SCALED    
 GM0371* NAVD 88     -      2286.296  (meters)    7500.96   (feet)  ADJUSTED  
 GM0371  ___________________________________________________________________
 GM0371  GEOID HEIGHT-         -17.68  (meters)                     GEOID03
 GM0371  DYNAMIC HT  -        2283.073 (meters)    7490.38  (feet)  COMP
 GM0371  MODELED GRAV-     979,140.7   (mgal)                       NAVD 88
 GM0371
 GM0371  VERT ORDER  -  SECOND    CLASS 0
 GM0371
 GM0371.The horizontal coordinates were scaled from a topographic map and have
 GM0371.an estimated accuracy of +/- 6 seconds.
 GM0371
 GM0371.The orthometric height was determined by differential leveling
 GM0371.and adjusted by the National Geodetic Survey in June 1991..
 GM0371
 GM0371.The geoid height was determined by GEOID03.
 GM0371
 GM0371.The dynamic height is computed by dividing the NAVD 88
 GM0371.geopotential number by the normal gravity value computed on the
 GM0371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GM0371.degrees latitude (g = 980.6199 gals.).
 GM0371
 GM0371.The modeled gravity was interpolated from observed gravity values.
 GM0371
 GM0371;                    North         East    Units  Estimated Accuracy
 GM0371;SPC NM E     -   559,710.       79,920.      MT  (+/- 180 meters Scaled)
 GM0371
 GM0371                          SUPERSEDED SURVEY CONTROL
 GM0371
 GM0371  NGVD 29 (??/??/92) 2285.159  (m)         7497.23   (f) ADJ UNCH    2 0
 GM0371
 GM0371.Superseded values are not recommended for survey control.
 GM0371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0371.See file dsdata.txt to determine how the superseded data were derived.
 GM0371
 GM0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV750887(NAD 83)
 GM0371_MARKER: DB = BENCH MARK DISK
 GM0371_SETTING: 66 = SET IN ROCK OUTCROP
 GM0371_SP_SET: ROCK OUTCROP
 GM0371_STAMPING: A 294 1957
 GM0371_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GM0371+STABILITY: POSITION/ELEVATION WELL
 GM0371
 GM0371  HISTORY     - Date     Condition        Report By
 GM0371  HISTORY     - 1957     MONUMENTED       CGS
 GM0371
 GM0371                          STATION DESCRIPTION
 GM0371
 GM0371'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GM0371'5.95 MI NE FROM MORA.
 GM0371'ABOUT 5.95 MILES NORTHEAST ALONG STATE HIGHWAY 38 FROM THE JUNCTION OF
 GM0371'STATE HIGHWAY 3 AT MORA, 234 FEET SOUTHWEST OF THE CENTERLINE OF THE
 GM0371'HIGHWAY, 204 FEET WEST OF A BRACED POWER POLE WITH A BRANCH LINE
 GM0371'SOUTHWEST, 68 FEET EAST-NORTHEAST OF A LONE 24-INCH OAK TREE, 81 FEET
 GM0371'NORTHWEST FROM A POINT WHERE A FENCE CROSSES A DRY WASH, 26 FEET NORTH
 GM0371'OF A FENCE LINE, ABOUT 20 FEET ABOVE THE LEVEL OF THE HIGHWAY AND IN
 GM0371'THE TOP OF A FLAT RECTANGULAR SHAPED ROCK OUTCROP WHICH PROJECTS 2
 GM0371'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0100 ***********************************************************************
 FN0100  DESIGNATION -  A 295
 FN0100  PID         -  FN0100
 FN0100  STATE/COUNTY-  NM/SAN MIGUEL
 FN0100  USGS QUAD   -  LAS VEGAS NW (1963)
 FN0100
 FN0100                         *CURRENT SURVEY CONTROL
 FN0100  ___________________________________________________________________
 FN0100* NAD 83(1986)-  35 37 54.     (N)    105 11 41.     (W)     SCALED    
 FN0100* NAVD 88     -      1984.294  (meters)    6510.14   (feet)  ADJUSTED  
 FN0100  ___________________________________________________________________
 FN0100  GEOID HEIGHT-         -18.80  (meters)                     GEOID03
 FN0100  DYNAMIC HT  -        1981.563 (meters)    6501.18  (feet)  COMP
 FN0100  MODELED GRAV-     979,186.4   (mgal)                       NAVD 88
 FN0100
 FN0100  VERT ORDER  -  SECOND    CLASS 0
 FN0100
 FN0100.The horizontal coordinates were scaled from a topographic map and have
 FN0100.an estimated accuracy of +/- 6 seconds.
 FN0100
 FN0100.The orthometric height was determined by differential leveling
 FN0100.and adjusted by the National Geodetic Survey in June 1991..
 FN0100
 FN0100.The geoid height was determined by GEOID03.
 FN0100
 FN0100.The dynamic height is computed by dividing the NAVD 88
 FN0100.geopotential number by the normal gravity value computed on the
 FN0100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FN0100.degrees latitude (g = 980.6199 gals.).
 FN0100
 FN0100.The modeled gravity was interpolated from observed gravity values.
 FN0100
 FN0100;                    North         East    Units  Estimated Accuracy
 FN0100;SPC NM E     -   514,000.       86,980.      MT  (+/- 180 meters Scaled)
 FN0100
 FN0100                          SUPERSEDED SURVEY CONTROL
 FN0100
 FN0100  NGVD 29 (??/??/92) 1983.319  (m)         6506.94   (f) ADJ UNCH    2 0
 FN0100
 FN0100.Superseded values are not recommended for survey control.
 FN0100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0100.See file dsdata.txt to determine how the superseded data were derived.
 FN0100
 FN0100_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV823431(NAD 83)
 FN0100_MARKER: DB = BENCH MARK DISK
 FN0100_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FN0100_SP_SET: CULVERT
 FN0100_STAMPING: A 295 1957
 FN0100_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FN0100
 FN0100  HISTORY     - Date     Condition        Report By
 FN0100  HISTORY     - 1957     MONUMENTED       CGS
 FN0100
 FN0100                          STATION DESCRIPTION
 FN0100
 FN0100'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FN0100'3.1 MI NE FROM LAS VEGAS.
 FN0100'3.1 MILES NORTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 FN0100'FROM THE STATION AT LAS VEGAS, 0.25 MILE SOUTH OF MILEPOST 767, 60
 FN0100'FEET NORTH OF THE NORTH RAIL, 54 FEET NORTH OF SEMAPHORE 767.1, 19.6
 FN0100'FEET EAST OF THE CENTER LINE OF AN OILED ROAD, 37.2 FEET SOUTH OF THE
 FN0100'NORTH END OF A CONCRETE BRIDGE UNDER THE OILED ROAD, SET IN THE TOP OF
 FN0100'THE CENTER OF THE EAST HEADWALL OF THE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0619 ***********************************************************************
 FM0619  DESIGNATION -  A 296
 FM0619  PID         -  FM0619
 FM0619  STATE/COUNTY-  NM/HARDING
 FM0619  USGS QUAD   -  MONTESITO CREEK (1968)
 FM0619
 FM0619                         *CURRENT SURVEY CONTROL
 FM0619  ___________________________________________________________________
 FM0619* NAD 83(1986)-  35 24 05.     (N)    103 30 56.     (W)     SCALED    
 FM0619* NAVD 88     -      1168.452  (meters)    3833.50   (feet)  ADJUSTED  
 FM0619  ___________________________________________________________________
 FM0619  GEOID HEIGHT-         -23.01  (meters)                     GEOID03
 FM0619  DYNAMIC HT  -        1167.041 (meters)    3828.87  (feet)  COMP
 FM0619  MODELED GRAV-     979,386.4   (mgal)                       NAVD 88
 FM0619
 FM0619  VERT ORDER  -  SECOND    CLASS 0
 FM0619
 FM0619.The horizontal coordinates were scaled from a topographic map and have
 FM0619.an estimated accuracy of +/- 6 seconds.
 FM0619
 FM0619.The orthometric height was determined by differential leveling
 FM0619.and adjusted by the National Geodetic Survey in June 1991..
 FM0619
 FM0619.The geoid height was determined by GEOID03.
 FM0619
 FM0619.The dynamic height is computed by dividing the NAVD 88
 FM0619.geopotential number by the normal gravity value computed on the
 FM0619.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0619.degrees latitude (g = 980.6199 gals.).
 FM0619
 FM0619.The modeled gravity was interpolated from observed gravity values.
 FM0619
 FM0619;                    North         East    Units  Estimated Accuracy
 FM0619;SPC NM E     -   488,410.      239,280.      MT  (+/- 180 meters Scaled)
 FM0619
 FM0619                          SUPERSEDED SURVEY CONTROL
 FM0619
 FM0619  NGVD 29 (??/??/92) 1167.887  (m)         3831.64   (f) ADJ UNCH    2 0
 FM0619
 FM0619.Superseded values are not recommended for survey control.
 FM0619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0619.See file dsdata.txt to determine how the superseded data were derived.
 FM0619
 FM0619_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFV347185(NAD 83)
 FM0619_MARKER: DB = BENCH MARK DISK
 FM0619_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0619_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0619_STAMPING: A 296 1957
 FM0619_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0619+STABILITY: SURFACE MOTION
 FM0619
 FM0619  HISTORY     - Date     Condition        Report By
 FM0619  HISTORY     - 1957     MONUMENTED       CGS
 FM0619
 FM0619                          STATION DESCRIPTION
 FM0619
 FM0619'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FM0619'7.3 MI NW FROM LOGAN.
 FM0619'ABOUT 2.5 MILES NORTHWEST ALONG STATE HIGHWAY 95 FROM THE JUNCTION OF
 FM0619'U.S. HIGHWAY 54 AT LOGAN, THENCE 4.8 MILES WEST ALONG A ROAD, ABOUT
 FM0619'0.2 MILE WEST OF THE WEST BANK OF UTE CREEK, IN SECTION 35, T. 14 N.,
 FM0619'R. 32 E., 100 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 2 FEET
 FM0619'SOUTHEAST OF A WHITE WOODEN WITNESS POST, 1 FOOT BELOW THE LEVEL OF
 FM0619'THE ROAD AND IN THE TOP OF A CONCRETE POST WHICH PROJECTS 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0780 ***********************************************************************
 FM0780  DESIGNATION -  A 297 RESET
 FM0780  PID         -  FM0780
 FM0780  STATE/COUNTY-  NM/HARDING
 FM0780  USGS QUAD   -  GALLEGOS (1969)
 FM0780
 FM0780                         *CURRENT SURVEY CONTROL
 FM0780  ___________________________________________________________________
 FM0780* NAD 83(1986)-  35 36 51.     (N)    103 42 48.     (W)     SCALED    
 FM0780* NAVD 88     -      1254.99   (meters)    4117.4    (feet)  RESET     
 FM0780  ___________________________________________________________________
 FM0780  GEOID HEIGHT-         -22.04  (meters)                     GEOID03
 FM0780
 FM0780  VERT ORDER  -  THIRD
 FM0780
 FM0780.The horizontal coordinates were scaled from a topographic map and have
 FM0780.an estimated accuracy of +/- 6 seconds.
 FM0780
 FM0780.The orthometric height was computed from unverified reset data.
 FM0780.No vertical observational check was made to the station.
 FM0780
 FM0780.The geoid height was determined by GEOID03.
 FM0780
 FM0780;                    North         East    Units  Estimated Accuracy
 FM0780;SPC NM E     -   511,890.      221,170.      MT  (+/- 180 meters Scaled)
 FM0780
 FM0780                          SUPERSEDED SURVEY CONTROL
 FM0780
 FM0780  NGVD 29 (06/15/00) 1254.37   (m)         4115.4    (f) RESET       3  
 FM0780
 FM0780.Superseded values are not recommended for survey control.
 FM0780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0780.See file dsdata.txt to determine how the superseded data were derived.
 FM0780
 FM0780_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFV165419(NAD 83)
 FM0780_MARKER: DB = BENCH MARK DISK
 FM0780_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FM0780_SP_SET: ABUTMENT
 FM0780_STAMPING: A 297 RESET 1977
 FM0780_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FM0780
 FM0780  HISTORY     - Date     Condition        Report By
 FM0780  HISTORY     - 1977     MONUMENTED       NMHD
 FM0780
 FM0780                          STATION DESCRIPTION
 FM0780
 FM0780'DESCRIBED BY NM HIGHWAY DEPT 1977
 FM0780'24.5 MI SE FROM MOSQUERO.
 FM0780'ABOUT 24.5 MILES SOUTHEAST ALONG STATE HIGHWAY 36 FROM THE CITY WATER
 FM0780'TANK AT MOSQUERO, 24.75 MILES NORTHWEST OF THE JUNCTION OF U. S.
 FM0780'HIGHWAY 54 AT LOGAN, IN SECTION 13, T 16 N, R 30 E, NMPM, AT GALLEGOS
 FM0780'IN THE TOP OF THE SOUTHWEST END OF THE NORTHWEST ABUTMENT OF THE
 FM0780'HIGHWAY BRIDGE OVER UTE CREEK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0401 ***********************************************************************
 FO0401  DESIGNATION -  A 298
 FO0401  PID         -  FO0401
 FO0401  STATE/COUNTY-  NM/SANDOVAL
 FO0401  USGS QUAD   -  BERNALILLO NW (1990)
 FO0401
 FO0401                         *CURRENT SURVEY CONTROL
 FO0401  ___________________________________________________________________
 FO0401* NAD 83(1986)-  35 25 05.     (N)    106 38 09.     (W)     SCALED    
 FO0401* NAVD 88     -      1620.664  (meters)    5317.13   (feet)  ADJUSTED  
 FO0401  ___________________________________________________________________
 FO0401  GEOID HEIGHT-         -20.88  (meters)                     GEOID03
 FO0401  DYNAMIC HT  -        1618.471 (meters)    5309.93  (feet)  COMP
 FO0401  MODELED GRAV-     979,224.5   (mgal)                       NAVD 88
 FO0401
 FO0401  VERT ORDER  -  SECOND    CLASS 0
 FO0401
 FO0401.The horizontal coordinates were scaled from a topographic map and have
 FO0401.an estimated accuracy of +/- 6 seconds.
 FO0401
 FO0401.The orthometric height was determined by differential leveling
 FO0401.and adjusted by the National Geodetic Survey in June 1991..
 FO0401
 FO0401.The geoid height was determined by GEOID03.
 FO0401
 FO0401.The dynamic height is computed by dividing the NAVD 88
 FO0401.geopotential number by the normal gravity value computed on the
 FO0401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0401.degrees latitude (g = 980.6199 gals.).
 FO0401
 FO0401.The modeled gravity was interpolated from observed gravity values.
 FO0401
 FO0401;                    North         East    Units  Estimated Accuracy
 FO0401;SPC NM C     -   490,020.      464,960.      MT  (+/- 180 meters Scaled)
 FO0401
 FO0401                          SUPERSEDED SURVEY CONTROL
 FO0401
 FO0401  NGVD 29 (??/??/92) 1619.771  (m)         5314.20   (f) ADJ UNCH    2 0
 FO0401
 FO0401.Superseded values are not recommended for survey control.
 FO0401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0401.See file dsdata.txt to determine how the superseded data were derived.
 FO0401
 FO0401_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV514206(NAD 83)
 FO0401_MARKER: DB = BENCH MARK DISK
 FO0401_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FO0401_SP_SET: CULVERT
 FO0401_STAMPING: A 298 1957
 FO0401_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FO0401
 FO0401  HISTORY     - Date     Condition        Report By
 FO0401  HISTORY     - 1957     MONUMENTED       CGS
 FO0401  HISTORY     - 1989     GOOD             USPSQD
 FO0401
 FO0401                          STATION DESCRIPTION
 FO0401
 FO0401'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FO0401'9.95 MI NW FROM BERNALILLO.
 FO0401'ABOUT 9.95 MILES NORTHWEST ALONG STATE HIGHWAY 44 FROM ITS JUNCTION
 FO0401'WITH U.S. HIGHWAY 85 AT BERNALILLO, IN SECTION 28, T.14 N., R.3 E.,
 FO0401'0.1 MILE NORTHWEST OF A ROAD LEADING TO SANTA ANA PUEBLO, 17 FEET
 FO0401'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, ABOUT LEVEL WITH THE
 FO0401'HIGHWAY AND IN THE NORTHWEST END OF THE SOUTHWEST HEAD WALL OF A THREE
 FO0401'CHANNEL CONCRETE BOX CULVERT.
 FO0401
 FO0401                          STATION RECOVERY (1989)
 FO0401
 FO0401'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 FO0401'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0454 ***********************************************************************
 FO0454  DESIGNATION -  A 299
 FO0454  PID         -  FO0454
 FO0454  STATE/COUNTY-  NM/SANDOVAL
 FO0454  USGS QUAD   -  HOLY GHOST SPRING (1969)
 FO0454
 FO0454                         *CURRENT SURVEY CONTROL
 FO0454  ___________________________________________________________________
 FO0454* NAD 83(1986)-  35 40 33.     (N)    106 55 11.     (W)     SCALED    
 FO0454* NAVD 88     -      1889.147  (meters)    6197.98   (feet)  ADJUSTED  
 FO0454  ___________________________________________________________________
 FO0454  GEOID HEIGHT-         -19.98  (meters)                     GEOID03
 FO0454  DYNAMIC HT  -        1886.571 (meters)    6189.52  (feet)  COMP
 FO0454  MODELED GRAV-     979,202.6   (mgal)                       NAVD 88
 FO0454
 FO0454  VERT ORDER  -  SECOND    CLASS 0
 FO0454
 FO0454.The horizontal coordinates were scaled from a topographic map and have
 FO0454.an estimated accuracy of +/- 6 seconds.
 FO0454
 FO0454.The orthometric height was determined by differential leveling
 FO0454.and adjusted by the National Geodetic Survey in June 1991..
 FO0454
 FO0454.The geoid height was determined by GEOID03.
 FO0454
 FO0454.The dynamic height is computed by dividing the NAVD 88
 FO0454.geopotential number by the normal gravity value computed on the
 FO0454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0454.degrees latitude (g = 980.6199 gals.).
 FO0454
 FO0454.The modeled gravity was interpolated from observed gravity values.
 FO0454
 FO0454;                    North         East    Units  Estimated Accuracy
 FO0454;SPC NM C     -   518,760.      439,380.      MT  (+/- 180 meters Scaled)
 FO0454
 FO0454                          SUPERSEDED SURVEY CONTROL
 FO0454
 FO0454  NGVD 29 (??/??/92) 1888.171  (m)         6194.77   (f) ADJ UNCH    2 0
 FO0454
 FO0454.Superseded values are not recommended for survey control.
 FO0454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0454.See file dsdata.txt to determine how the superseded data were derived.
 FO0454
 FO0454_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV262496(NAD 83)
 FO0454_MARKER: DB = BENCH MARK DISK
 FO0454_SETTING: 66 = SET IN ROCK OUTCROP
 FO0454_SP_SET: SET IN ROCK OUTCROP
 FO0454_STAMPING: A 299 1957
 FO0454_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FO0454+STABILITY: POSITION/ELEVATION WELL
 FO0454
 FO0454  HISTORY     - Date     Condition        Report By
 FO0454  HISTORY     - 1957     MONUMENTED       CGS
 FO0454  HISTORY     - 1989     GOOD             USPSQD
 FO0454
 FO0454                          STATION DESCRIPTION
 FO0454
 FO0454'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FO0454'15.50 MI NW FROM SAN YSIDRO.
 FO0454'ABOUT 15.50 MILES NORTHWEST ALONG STATE HIGHWAY 44 FROM THE TRIANGLE
 FO0454'TAVERN AT SAN YSIDRO, 274 FEET SOUTHEAST OF THE SOUTHEAST END OF THE
 FO0454'SOUTHEAST HEADWALL OF A TWIN CHANNEL CONCRETE CULVERT, 108 FEET
 FO0454'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 50 FEET SOUTH OF THE FIRST
 FO0454'POWERLINE POLE NORTHWEST OF A BEND IN THE POWERLINE, 7 1/2 FEET
 FO0454'NORTHEAST OF A FENCE LINE, 7 FEET ABOVE THE LEVEL OF THE HIGHWAY, SET
 FO0454'IN THE TOP OF A LARGE OUTCROP OF SANDSTONE ROCK.
 FO0454
 FO0454                          STATION RECOVERY (1989)
 FO0454
 FO0454'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 FO0454'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0473 ***********************************************************************
 FO0473  DESIGNATION -  A 30
 FO0473  PID         -  FO0473
 FO0473  STATE/COUNTY-  NM/SANDOVAL
 FO0473  USGS QUAD   -  LA VENTANA (1970)
 FO0473
 FO0473                         *CURRENT SURVEY CONTROL
 FO0473  ___________________________________________________________________
 FO0473* NAD 83(1986)-  35 51 27.     (N)    106 57 20.     (W)     SCALED    
 FO0473* NAVD 88     -      2034.021  (meters)    6673.28   (feet)  ADJUSTED  
 FO0473  ___________________________________________________________________
 FO0473  GEOID HEIGHT-         -19.64  (meters)                     GEOID03
 FO0473  DYNAMIC HT  -        2031.194 (meters)    6664.01  (feet)  COMP
 FO0473  MODELED GRAV-     979,170.6   (mgal)                       NAVD 88
 FO0473
 FO0473  VERT ORDER  -  SECOND    CLASS 0
 FO0473
 FO0473.The horizontal coordinates were scaled from a topographic map and have
 FO0473.an estimated accuracy of +/- 6 seconds.
 FO0473
 FO0473.The orthometric height was determined by differential leveling
 FO0473.and adjusted by the National Geodetic Survey in June 1991..
 FO0473
 FO0473.The geoid height was determined by GEOID03.
 FO0473
 FO0473.The dynamic height is computed by dividing the NAVD 88
 FO0473.geopotential number by the normal gravity value computed on the
 FO0473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0473.degrees latitude (g = 980.6199 gals.).
 FO0473
 FO0473.The modeled gravity was interpolated from observed gravity values.
 FO0473
 FO0473;                    North         East    Units  Estimated Accuracy
 FO0473;SPC NM C     -   538,930.      436,280.      MT  (+/- 180 meters Scaled)
 FO0473
 FO0473                          SUPERSEDED SURVEY CONTROL
 FO0473
 FO0473  NGVD 29 (??/??/92) 2032.970  (m)         6669.84   (f) ADJ UNCH    2 0
 FO0473
 FO0473.Superseded values are not recommended for survey control.
 FO0473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0473.See file dsdata.txt to determine how the superseded data were derived.
 FO0473
 FO0473_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV234699(NAD 83)
 FO0473_MARKER: DD = SURVEY DISK
 FO0473_SETTING: 66 = SET IN ROCK OUTCROP
 FO0473_SP_SET: SET IN ROCK OUTCROP
 FO0473_STAMPING: A 30 1938
 FO0473_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FO0473+STABILITY: POSITION/ELEVATION WELL
 FO0473
 FO0473  HISTORY     - Date     Condition        Report By
 FO0473  HISTORY     - 1938     MONUMENTED       USGS
 FO0473  HISTORY     - 1957     GOOD             NGS
 FO0473
 FO0473                          STATION DESCRIPTION
 FO0473
 FO0473'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 FO0473'11.95 MI S FROM CUBA.
 FO0473'ABOUT 11.95 MILES SOUTH ALONG STATE HIGHWAY 44 FROM THE BRIDGE OVER
 FO0473'THE RIO PUERCO AT CUBA, IN SECTION 20, T.19 N., R.1W., AT THE
 FO0473'NORTHEAST END OF A FILL, 116 FEET SOUTHEAST OF THE CENTER LINE OF THE
 FO0473'HIGHWAY, 146 FEET NORTHEAST OF THE SOUTHEAST HEAD WALL OF A LARGE
 FO0473'CONCRETE CULVERT, 17 1/2 FEET SOUTHEAST OF A FENCE LINE, 3 FEET LOWER
 FO0473'THAN THE LEVEL OF THE HIGHWAY AND IN THE TOP OF A SANDSTONE OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0113 ***********************************************************************
 GN0113  DESIGNATION -  A 30
 GN0113  PID         -  GN0113
 GN0113  STATE/COUNTY-  NM/RIO ARRIBA
 GN0113  USGS QUAD   -  SAN JUAN PUEBLO (1977)
 GN0113
 GN0113                         *CURRENT SURVEY CONTROL
 GN0113  ___________________________________________________________________
 GN0113* NAD 83(1986)-  36 06 14.     (N)    106 02 04.     (W)     SCALED    
 GN0113* NAVD 88     -      1767.970  (meters)    5800.41   (feet)  ADJUSTED  
 GN0113  ___________________________________________________________________
 GN0113  GEOID HEIGHT-         -18.91  (meters)                     GEOID03
 GN0113  DYNAMIC HT  -        1765.595 (meters)    5792.62  (feet)  COMP
 GN0113  MODELED GRAV-     979,227.3   (mgal)                       NAVD 88
 GN0113
 GN0113  VERT ORDER  -  FIRST     CLASS II
 GN0113
 GN0113.The horizontal coordinates were scaled from a topographic map and have
 GN0113.an estimated accuracy of +/- 6 seconds.
 GN0113
 GN0113.The orthometric height was determined by differential leveling
 GN0113.and adjusted by the National Geodetic Survey in June 1991..
 GN0113
 GN0113.The geoid height was determined by GEOID03.
 GN0113
 GN0113.The dynamic height is computed by dividing the NAVD 88
 GN0113.geopotential number by the normal gravity value computed on the
 GN0113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GN0113.degrees latitude (g = 980.6199 gals.).
 GN0113
 GN0113.The modeled gravity was interpolated from observed gravity values.
 GN0113
 GN0113;                    North         East    Units  Estimated Accuracy
 GN0113;SPC NM C     -   566,060.      519,410.      MT  (+/- 180 meters Scaled)
 GN0113
 GN0113                          SUPERSEDED SURVEY CONTROL
 GN0113
 GN0113  NGVD 29 (??/??/92) 1766.933  (m)         5797.01   (f) ADJ UNCH    1 2
 GN0113
 GN0113.Superseded values are not recommended for survey control.
 GN0113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0113.See file dsdata.txt to determine how the superseded data were derived.
 GN0113
 GN0113_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV068959(NAD 83)
 GN0113_MARKER: DB = BENCH MARK DISK
 GN0113_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GN0113_STAMPING: A-30 1933
 GN0113_MARK LOGO: CGS   
 GN0113_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GN0113+STABILITY: SURFACE MOTION
 GN0113
 GN0113  HISTORY     - Date     Condition        Report By
 GN0113  HISTORY     - 1933     MONUMENTED       CGS
 GN0113  HISTORY     - 1951     GOOD             DOD
 GN0113  HISTORY     - 1981     GOOD             NGS
 GN0113  HISTORY     - 1984     GOOD             NGS
 GN0113
 GN0113                          STATION DESCRIPTION
 GN0113
 GN0113'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 GN0113'9.0 MI N FROM ESPANOLA.
 GN0113'ALONG THE ESPANOLA - TAOS HIGHWAY 5.1 MILES SOUTH OF VELARDE IN THE
 GN0113'WEST END OF THE SOUTH PARAPET WALL OF 3-SPAN STEEL GIRDER BRIDGE.
 GN0113'NOTE-- THE HIGHWAY IS U.S. HIGHWAY 64.
 GN0113
 GN0113                          STATION RECOVERY (1951)
 GN0113
 GN0113'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1951
 GN0113'RECOVERED IN GOOD CONDITION.
 GN0113
 GN0113                          STATION RECOVERY (1981)
 GN0113
 GN0113'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 GN0113'THE BENCH A WITNESS POST WAS SET AT THIS TIME. THE BENCH MARK IS
 GN0113'ABOUT 9.0 MILES (14.5 KM) NORTHEAST ALONG U.S. HIGHWAY 64 FROM
 GN0113'ESPANOLA ABOUT 5.1 MILES (8.2 KM) SOUTHWEST OF VELARDE IN RIO ARRIBA
 GN0113'COUNTY. IT IS IN THE TOP OF THE WEST END OF THE SOUTH CONCRETE
 GN0113'PARAPET WALL OF A GIRDER BRIDGE. IT IS 3.6 M (11.8 FT) NORTHWEST OF
 GN0113'THE CENTERLINE OF THE FRONTAGE ROAD ALONG U.S. HIGHWAY 64.
 GN0113
 GN0113                          STATION RECOVERY (1984)
 GN0113
 GN0113'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GN0113'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  13.1 KM (8.15
 GN0113'MI) NORTHEASTERLY ALONG STATE HIGHWAY 68 FROM ITS JUNCTION WITH U.S.
 GN0113'HIGHWAY 285 IN ESPANOLA.  ADD-27.4 M (89.9 FT) NORTHWEST OF THE
 GN0113'CENTERLINE OF THE HIGHWAY.  NOTE--THE DISK IS STAMPED A 30 1933
 GN0113'5797.013.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0685 ***********************************************************************
 GN0685  DESIGNATION -  A 30 RESET
 GN0685  PID         -  GN0685
 GN0685  STATE/COUNTY-  NM/RIO ARRIBA
 GN0685  USGS QUAD   -  SAN JUAN PUEBLO (1977)
 GN0685
 GN0685                         *CURRENT SURVEY CONTROL
 GN0685  ___________________________________________________________________
 GN0685* NAD 83(1986)-  36 06 15.     (N)    106 02 04.     (W)     SCALED    
 GN0685* NAVD 88     -      1768.80   (+/-2cm)    5803.1    (feet)  VERTCON   
 GN0685  ___________________________________________________________________
 GN0685  GEOID HEIGHT-         -18.91  (meters)                     GEOID03
 GN0685
 GN0685  VERT ORDER  -  THIRD (See Below)
 GN0685
 GN0685.The horizontal coordinates were scaled from a topographic map and have
 GN0685.an estimated accuracy of +/- 6 seconds.
 GN0685
 GN0685.The NAVD 88 height was computed by applying the VERTCON shift value to
 GN0685.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GN0685.The vertical order pertains to the NGVD 29 superseded value.
 GN0685
 GN0685.The geoid height was determined by GEOID03.
 GN0685
 GN0685;                    North         East    Units  Estimated Accuracy
 GN0685;SPC NM C     -   566,090.      519,410.      MT  (+/- 180 meters Scaled)
 GN0685
 GN0685                          SUPERSEDED SURVEY CONTROL
 GN0685
 GN0685  NGVD 29 (06/15/00) 1767.76   (m)         5799.7    (f) RESET       3  
 GN0685
 GN0685.Superseded values are not recommended for survey control.
 GN0685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0685.See file dsdata.txt to determine how the superseded data were derived.
 GN0685
 GN0685_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV068959(NAD 83)
 GN0685_MARKER: DV = VERTICAL CONTROL DISK
 GN0685_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 GN0685_SP_SET: WINGWALL
 GN0685_STAMPING: A 30 RESET 1984
 GN0685_MARK LOGO: NGS   
 GN0685_MAGNETIC: N = NO MAGNETIC MATERIAL
 GN0685_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GN0685
 GN0685  HISTORY     - Date     Condition        Report By
 GN0685  HISTORY     - 1984     MONUMENTED       NGS
 GN0685
 GN0685                          STATION DESCRIPTION
 GN0685
 GN0685'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 GN0685'ABOUT 9.0 MI (14.5 KM) NORTHEAST ALONG STATE HIGHWAY 68 FROM ESPANOLA,
 GN0685'ABOUT 5.1 MI (8.2 KM) SOUTHWEST OF VELARDE, IN GUARD RAIL IN THE
 GN0685'SOUTHWEST CORNER OF A STEEL AND CONCRETE BRIDGE IN THE PROPOSED NORTH
 GN0685'BOUND LANE OF THE HIGHWAY, 66.5 FT (20.3 M) SOUTH OF THE CENTER OF
 GN0685'THE BRIDGE, 23 FT (7.0 M) WEST OF THE CENTERLINE OF THE PROPOSED
 GN0685'NORTH BOUND HIGHWAY, 0.7 FT (0.2 M) SOUTH OF THE NORTHERN MOST POINT
 GN0685'OF GUARDRAIL IN THE SOUTHWEST CORNER, 90 FT (27.4 M) EAST OF OLD
 GN0685'BENCH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0295 ***********************************************************************
 GM0295  DESIGNATION -  A 302
 GM0295  PID         -  GM0295
 GM0295  STATE/COUNTY-  NM/COLFAX
 GM0295  USGS QUAD   -  EAGLE NEST (1995)
 GM0295
 GM0295                         *CURRENT SURVEY CONTROL
 GM0295  ___________________________________________________________________
 GM0295* NAD 83(1986)-  36 33 51.     (N)    105 15 49.     (W)     SCALED    
 GM0295* NAVD 88     -      2534.755  (meters)    8316.11   (feet)  ADJUSTED  
 GM0295  ___________________________________________________________________
 GM0295  GEOID HEIGHT-         -16.62  (meters)                     GEOID03
 GM0295  DYNAMIC HT  -        2531.141 (meters)    8304.25  (feet)  COMP
 GM0295  MODELED GRAV-     979,114.2   (mgal)                       NAVD 88
 GM0295
 GM0295  VERT ORDER  -  SECOND    CLASS 0
 GM0295
 GM0295.The horizontal coordinates were scaled from a topographic map and have
 GM0295.an estimated accuracy of +/- 6 seconds.
 GM0295
 GM0295.The orthometric height was determined by differential leveling
 GM0295.and adjusted by the National Geodetic Survey in June 1991..
 GM0295
 GM0295.The geoid height was determined by GEOID03.
 GM0295
 GM0295.The dynamic height is computed by dividing the NAVD 88
 GM0295.geopotential number by the normal gravity value computed on the
 GM0295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GM0295.degrees latitude (g = 980.6199 gals.).
 GM0295
 GM0295.The modeled gravity was interpolated from observed gravity values.
 GM0295
 GM0295;                    North         East    Units  Estimated Accuracy
 GM0295;SPC NM E     -   617,520.       81,730.      MT  (+/- 180 meters Scaled)
 GM0295
 GM0295                          SUPERSEDED SURVEY CONTROL
 GM0295
 GM0295  NGVD 29 (??/??/92) 2533.502  (m)         8312.00   (f) ADJ UNCH    2 0
 GM0295
 GM0295.Superseded values are not recommended for survey control.
 GM0295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0295.See file dsdata.txt to determine how the superseded data were derived.
 GM0295
 GM0295_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDA764465(NAD 83)
 GM0295_MARKER: DB = BENCH MARK DISK
 GM0295_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GM0295_SP_SET: FOUNDATION
 GM0295_STAMPING: A 302 1957
 GM0295_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GM0295
 GM0295  HISTORY     - Date     Condition        Report By
 GM0295  HISTORY     - 1957     MONUMENTED       CGS
 GM0295
 GM0295                          STATION DESCRIPTION
 GM0295
 GM0295'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GM0295'0.8 MI N FROM EAGLE NEST.
 GM0295'ABOUT 0.8 MILE NORTH ALONG STATE HIGHWAY 38 FROM ITS JUNCTION WITH
 GM0295'U.S. HIGHWAY 64 AT EAGLE NEST, AT EAGLE NEST AIRPORT, 187 FEET EAST OF
 GM0295'THE CENTER LINE OF THE HIGHWAY, IN THE TOP OF THE WEST SIDE OF A
 GM0295'1-FOOT BY 2-FOOT CONCRETE FOUNDATION FOR THE RAILING OF THE SLIDING
 GM0295'DOOR AT THE SOUTH END OF THE HANGAR AND ABOUT 1 FOOT ABOVE THE GROUND,
 GM0295'10 FEET WEST OF THE SOUTHWEST CORNER OF THE HANGAR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0381 ***********************************************************************
 FN0381  DESIGNATION -  A 303
 FN0381  PID         -  FN0381
 FN0381  STATE/COUNTY-  NM/SAN MIGUEL
 FN0381  USGS QUAD   -  PECOS (1961)
 FN0381
 FN0381                         *CURRENT SURVEY CONTROL
 FN0381  ___________________________________________________________________
 FN0381* NAD 83(1986)-  35 35 11.     (N)    105 40 30.     (W)     SCALED    
 FN0381* NAVD 88     -      2117.516  (meters)    6947.22   (feet)  ADJUSTED  
 FN0381  ___________________________________________________________________
 FN0381  GEOID HEIGHT-         -17.88  (meters)                     GEOID03
 FN0381  DYNAMIC HT  -        2114.556 (meters)    6937.51  (feet)  COMP
 FN0381  MODELED GRAV-     979,159.1   (mgal)                       NAVD 88
 FN0381
 FN0381  VERT ORDER  -  SECOND    CLASS 0
 FN0381
 FN0381.The horizontal coordinates were scaled from a topographic map and have
 FN0381.an estimated accuracy of +/- 6 seconds.
 FN0381
 FN0381.The orthometric height was determined by differential leveling
 FN0381.and adjusted by the National Geodetic Survey in June 1991..
 FN0381
 FN0381.The geoid height was determined by GEOID03.
 FN0381
 FN0381.The dynamic height is computed by dividing the NAVD 88
 FN0381.geopotential number by the normal gravity value computed on the
 FN0381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FN0381.degrees latitude (g = 980.6199 gals.).
 FN0381
 FN0381.The modeled gravity was interpolated from observed gravity values.
 FN0381
 FN0381;                    North         East    Units  Estimated Accuracy
 FN0381;SPC NM E     -   509,460.       43,410.      MT  (+/- 180 meters Scaled)
 FN0381
 FN0381                          SUPERSEDED SURVEY CONTROL
 FN0381
 FN0381  NGVD 29 (??/??/92) 2116.494  (m)         6943.86   (f) ADJ UNCH    2 0
 FN0381
 FN0381.Superseded values are not recommended for survey control.
 FN0381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0381.See file dsdata.txt to determine how the superseded data were derived.
 FN0381
 FN0381_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV388382(NAD 83)
 FN0381_MARKER: DB = BENCH MARK DISK
 FN0381_SETTING: 66 = SET IN ROCK OUTCROP
 FN0381_SP_SET: SET IN ROCK OUTCROP
 FN0381_STAMPING: A 303 1957
 FN0381_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FN0381+STABILITY: POSITION/ELEVATION WELL
 FN0381
 FN0381  HISTORY     - Date     Condition        Report By
 FN0381  HISTORY     - 1957     MONUMENTED       CGS
 FN0381
 FN0381                          STATION DESCRIPTION
 FN0381
 FN0381'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FN0381'1.1 MI N FROM PECOS.
 FN0381'ABOUT 1.1 MILES NORTH ALONG STATE HIGHWAY 63 FROM THE RANGER STATION
 FN0381'AT PECOS, 45 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 42 FEET
 FN0381'SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF THE HIGHWAY BRIDGE OVER
 FN0381'PECOS RIVER, ABOUT 4 FEET ABOVE THE LEVEL OF THE HIGHWAY AND IN THE
 FN0381'TOP OF A ROCK OUTCROP THAT PROJECTS ABOUT 2 FEET ON ITS NORTH SIDE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GO0003 ***********************************************************************
 GO0003  DESIGNATION -  A 306
 GO0003  PID         -  GO0003
 GO0003  STATE/COUNTY-  NM/SAN JUAN
 GO0003  USGS QUAD   -  FARMINGTON SOUTH (1979)
 GO0003
 GO0003                         *CURRENT SURVEY CONTROL
 GO0003  ___________________________________________________________________
 GO0003* NAD 83(1986)-  36 44 22.     (N)    108 13 32.     (W)     SCALED    
 GO0003* NAVD 88     -      1676.629  (meters)    5500.74   (feet)  ADJUSTED  
 GO0003  ___________________________________________________________________
 GO0003  GEOID HEIGHT-         -21.14  (meters)                     GEOID03
 GO0003  DYNAMIC HT  -        1674.545 (meters)    5493.90  (feet)  COMP
 GO0003  MODELED GRAV-     979,329.8   (mgal)                       NAVD 88
 GO0003
 GO0003  VERT ORDER  -  SECOND    CLASS 0
 GO0003
 GO0003.This mark is at Four Corners Regional Airport (FMN)
 GO0003
 GO0003.The horizontal coordinates were scaled from a topographic map and have
 GO0003.an estimated accuracy of +/- 6 seconds.
 GO0003
 GO0003.The orthometric height was determined by differential leveling
 GO0003.and adjusted by the National Geodetic Survey in June 1991..
 GO0003
 GO0003.The geoid height was determined by GEOID03.
 GO0003
 GO0003.The dynamic height is computed by dividing the NAVD 88
 GO0003.geopotential number by the normal gravity value computed on the
 GO0003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GO0003.degrees latitude (g = 980.6199 gals.).
 GO0003
 GO0003.The modeled gravity was interpolated from observed gravity values.
 GO0003
 GO0003;                    North         East    Units  Estimated Accuracy
 GO0003;SPC NM W     -   636,640.      794,970.      MT  (+/- 180 meters Scaled)
 GO0003
 GO0003                          SUPERSEDED SURVEY CONTROL
 GO0003
 GO0003  NGVD 29 (??/??/92) 1675.661  (m)         5497.56   (f) ADJ UNCH    2 0
 GO0003
 GO0003.Superseded values are not recommended for survey control.
 GO0003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GO0003.See file dsdata.txt to determine how the superseded data were derived.
 GO0003
 GO0003_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYF477695(NAD 83)
 GO0003_MARKER: DB = BENCH MARK DISK
 GO0003_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 GO0003+WITH SETTING: PAVEMENT
 GO0003_SP_SET: CONCRETE FOUNDATION
 GO0003_STAMPING: A 306 1958
 GO0003_MARK LOGO: CGS   
 GO0003_MAGNETIC: N = NO MAGNETIC MATERIAL
 GO0003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GO0003+STABILITY: SURFACE MOTION
 GO0003
 GO0003  HISTORY     - Date     Condition        Report By
 GO0003  HISTORY     - 1958     MONUMENTED       CGS
 GO0003  HISTORY     - 1973     GOOD             NGS
 GO0003  HISTORY     - 1984     GOOD             NGS
 GO0003  HISTORY     - 19960618 GOOD             CHANCE
 GO0003
 GO0003                          STATION DESCRIPTION
 GO0003
 GO0003'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GO0003'IN FARMINGTON MUNICIPAL AIRPORT.
 GO0003'AT FARMINGTON MUNICIPAL AIRPORT ABOUT 1 MILE NW OF FARMINGTON.  MARK
 GO0003'IS SET IN THE CONCRETE FOUNDATION OF THE AIRPORT BEACON AT THE NW LEG
 GO0003'OF THE BEACON TOWER.  40 FT. SSW OF THE NW CORNER OF THE MUNICIPAL
 GO0003'HANGAR.  6 FT. NNE OF NE CORNER OF A SHEET METAL RADIO BUILDING.
 GO0003
 GO0003                          STATION RECOVERY (1973)
 GO0003
 GO0003'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 GO0003'RECOVERED IN GOOD CONDITION.
 GO0003
 GO0003                          STATION RECOVERY (1984)
 GO0003
 GO0003'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GO0003'RECOVERED IN GOOD CONDITION BUT WAS NOT LEVELED TO ON THIS SURVEY.
 GO0003
 GO0003                          STATION RECOVERY (1996)
 GO0003
 GO0003'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (MFY)
 GO0003'RECOVERY NOTE BY CHANCE 1996 RECOVERED IN GOOD CONDITION.  A NEW AND
 GO0003'COMPLETE DESCRIPTION FOLLOWS THE STATION IS LOCATED APPROXIMATELY 27.4
 GO0003'KM (17.00 MI) SOUTH OF THE COLORADO-NEW MEXICO STATE LINE, 1.6 KM
 GO0003'(1.00 MI) NORTH OF US HIGHWAY 550, AND 0.6 KM (0.35 MI) WEST OF
 GO0003'FARMINGTON AT THE FOUR CORNERS REGIONAL AIRPORT.  OWNERSHIP -- CITY OF
 GO0003'FARMINGTON, LYLE PRUITT - MAINTENANCE MANAGER, PHONE (505) 599-1395 TO
 GO0003'REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 550 (WEST MAIN
 GO0003'STREET) AND US HIGHWAY 64 (WEST BROADWAY) IN WEST FARMINGTON, PROCEED
 GO0003'EAST ON US HIGHWAY 550 (WEST MAIN STREET) FOR 0.24 KM (0.15 MI) TO THE
 GO0003'JUNCTION WITH AIRPORT ROAD ON THE LEFT.  TURN LEFT AND PROCEED NORTH
 GO0003'ON AIRPORT ROAD, CONTINUING EAST, THEN NORTH AGAIN UNTIL AIRPORT ROAD
 GO0003'BECOMES MUNICIPAL ROAD.  FOLLOW AIRPORT ROAD/MUNICIPAL ROAD FOR 1.36
 GO0003'KM (0.85 MI) TO THE JUNCTION WITH NAVAJO DRIVE.  TURN LEFT AND PROCEED
 GO0003'WEST ON NAVAJO DRIVE FOR 0.96 KM (0.60 MI) TO A GATE ACCESS ROAD.
 GO0003'TURN RIGHT AND PROCEED 0.08 KM (0.05 MI) TO GATE G3 AND THE STATION ON
 GO0003'THE LEFT, WEST OF GATE G3 AND NORTH OF THE PERIMETER FENCE THE STATION
 GO0003'IS A BENCH MARK DISK SET IN THE CONCRETE FOUNDATION OF THE AIRPORT
 GO0003'BEACON AT THE NORTHWEST LEG OF THE BEACON TOWER.  THE STATION IS
 GO0003'LOCATED 24.0 M (78.7 FT) WEST OF HANGAR H3, 11.8 M (38.7 FT) WEST OF
 GO0003'CENTERLINE OF ROAD AT GATE G3, 0.55 M (1.80 FT) SOUTH OF A STORAGE
 GO0003'SHED, 0.45 M (1.48 FT) NORTH OF A PERIMETER FENCE, AND 0.40 M (1.31
 GO0003'FT) EAST OF HANGAR H2
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0371 ***********************************************************************
 CW0371  DESIGNATION -  A 308
 CW0371  PID         -  CW0371
 CW0371  STATE/COUNTY-  NM/OTERO
 CW0371  USGS QUAD   -  LEWIS CANYON (1969)
 CW0371
 CW0371                         *CURRENT SURVEY CONTROL
 CW0371  ___________________________________________________________________
 CW0371* NAD 83(1986)-  32 07 58.     (N)    105 15 00.     (W)     SCALED    
 CW0371* NAVD 88     -      1253.440  (meters)    4112.33   (feet)  POSTED    
 CW0371  ___________________________________________________________________
 CW0371  GEOID HEIGHT-         -22.41  (meters)                     GEOID03
 CW0371  DYNAMIC HT  -        1251.570 (meters)    4106.19  (feet)  COMP
 CW0371  MODELED GRAV-     979,105.0   (mgal)                       NAVD 88
 CW0371
 CW0371  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 CW0371
 CW0371.The horizontal coordinates were scaled from a topographic map and have
 CW0371.an estimated accuracy of +/- 6 seconds.
 CW0371
 CW0371.The orthometric height was determined by differential leveling
 CW0371.and adjusted by the National Geodetic Survey in 1992..
 CW0371.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 CW0371.rate of 0.0 thru 1.0 mm/km.
 CW0371
 CW0371.The geoid height was determined by GEOID03.
 CW0371
 CW0371.The dynamic height is computed by dividing the NAVD 88
 CW0371.geopotential number by the normal gravity value computed on the
 CW0371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0371.degrees latitude (g = 980.6199 gals.).
 CW0371
 CW0371.The modeled gravity was interpolated from observed gravity values.
 CW0371
 CW0371;                    North         East    Units  Estimated Accuracy
 CW0371;SPC NM C     -   126,030.      594,350.      MT  (+/- 180 meters Scaled)
 CW0371
 CW0371                          SUPERSEDED SURVEY CONTROL
 CW0371
 CW0371  NGVD 29 (??/??/92) 1252.894  (m)         4110.54   (f) ADJ UNCH    2 0
 CW0371
 CW0371.Superseded values are not recommended for survey control.
 CW0371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0371.See file dsdata.txt to determine how the superseded data were derived.
 CW0371
 CW0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDR764551(NAD 83)
 CW0371_MARKER: DB = BENCH MARK DISK
 CW0371_SETTING: 66 = SET IN ROCK OUTCROP
 CW0371_SP_SET: OUTCROP
 CW0371_STAMPING: A 308 1958
 CW0371_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CW0371+STABILITY: POSITION/ELEVATION WELL
 CW0371
 CW0371  HISTORY     - Date     Condition        Report By
 CW0371  HISTORY     - 1958     MONUMENTED       CGS
 CW0371
 CW0371                          STATION DESCRIPTION
 CW0371
 CW0371'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CW0371'14.65 MI N FROM DELL CITY, TEXAS.
 CW0371'ABOUT 3.15 MILES NORTH ALONG FARM ROAD 1437 FROM THE POST OFFICE AT
 CW0371'DELL CITY, THENCE 11.5 MILES NORTH ALONG A DIRT ROAD, IN THE TOP OF A
 CW0371'ROCK OUTCROP ON THE EAST SLOPE OF A HILL AND SURROUNDED BY A CIRCLE OF
 CW0371'LOOSE ROCK, 156 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, AT A
 CW0371'WYE JUNCTION OF ROADS, 178 FEET SOUTH OF THE CENTER OF THE JUNCTION,
 CW0371'ABOUT 4 FEET ABOVE THE LEVEL OF THE ROAD, AND ABOUT FLUSH WITH THE
 CW0371'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0355 ***********************************************************************
 CW0355  DESIGNATION -  A 309
 CW0355  PID         -  CW0355
 CW0355  STATE/COUNTY-  NM/OTERO
 CW0355  USGS QUAD   -  SHILOH HILLS (1970)
 CW0355
 CW0355                         *CURRENT SURVEY CONTROL
 CW0355  ___________________________________________________________________
 CW0355* NAD 83(1986)-  32 09 56.     (N)    105 30 00.     (W)     SCALED    
 CW0355* NAVD 88     -      1385.749  (meters)    4546.41   (feet)  POSTED    
 CW0355  ___________________________________________________________________
 CW0355  GEOID HEIGHT-         -22.25  (meters)                     GEOID03
 CW0355  DYNAMIC HT  -        1383.660 (meters)    4539.56  (feet)  COMP
 CW0355  MODELED GRAV-     979,081.5   (mgal)                       NAVD 88
 CW0355
 CW0355  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 CW0355
 CW0355.The horizontal coordinates were scaled from a topographic map and have
 CW0355.an estimated accuracy of +/- 6 seconds.
 CW0355
 CW0355.The orthometric height was determined by differential leveling
 CW0355.and adjusted by the National Geodetic Survey in 1992..
 CW0355.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 CW0355.rate of 0.0 thru 1.0 mm/km.
 CW0355
 CW0355.The geoid height was determined by GEOID03.
 CW0355
 CW0355.The dynamic height is computed by dividing the NAVD 88
 CW0355.geopotential number by the normal gravity value computed on the
 CW0355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0355.degrees latitude (g = 980.6199 gals.).
 CW0355
 CW0355.The modeled gravity was interpolated from observed gravity values.
 CW0355
 CW0355;                    North         East    Units  Estimated Accuracy
 CW0355;SPC NM C     -   129,470.      570,740.      MT  (+/- 180 meters Scaled)
 CW0355
 CW0355                          SUPERSEDED SURVEY CONTROL
 CW0355
 CW0355  NGVD 29 (??/??/92) 1385.170  (m)         4544.51   (f) ADJ UNCH    2 0
 CW0355
 CW0355.Superseded values are not recommended for survey control.
 CW0355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0355.See file dsdata.txt to determine how the superseded data were derived.
 CW0355
 CW0355_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDR528588(NAD 83)
 CW0355_MARKER: DB = BENCH MARK DISK
 CW0355_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CW0355_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CW0355_STAMPING: A 309 1958
 CW0355_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CW0355+STABILITY: SURFACE MOTION
 CW0355
 CW0355  HISTORY     - Date     Condition        Report By
 CW0355  HISTORY     - 1958     MONUMENTED       CGS
 CW0355
 CW0355                          STATION DESCRIPTION
 CW0355
 CW0355'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CW0355'30.55 MI NW FROM DELL CITY, TEXAS.
 CW0355'ABOUT 3.15 MILES NORTH ALONG FARM ROAD 1437 FROM THE POST OFFICE AT
 CW0355'DELL CITY, THENCE 11.5 MILES NORTH ALONG A DIRT ROAD, THENCE 2.7 MILES
 CW0355'NORTHWEST ALONG A DIRT ROAD, THENCE 0.5 MILE SOUTHWEST ALONG A DIRT
 CW0355'ROAD, THENCE 12.7 MILES WEST ALONG A DIRT ROAD, 61 FEET NORTH OF THE
 CW0355'CENTER LINE OF THE ROAD, 3 FEET WEST OF A WHITE WOODEN WITNESS POST,
 CW0355'ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD, AND IN THE TOP OF A CONCRETE
 CW0355'POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0475 ***********************************************************************
 FO0475  DESIGNATION -  A 31
 FO0475  PID         -  FO0475
 FO0475  STATE/COUNTY-  NM/SANDOVAL
 FO0475  USGS QUAD   -  SAN PABLO (1970)
 FO0475
 FO0475                         *CURRENT SURVEY CONTROL
 FO0475  ___________________________________________________________________
 FO0475* NAD 83(1986)-  35 53 04.     (N)    106 56 45.     (W)     SCALED    
 FO0475* NAVD 88     -      2084.396  (meters)    6838.56   (feet)  ADJUSTED  
 FO0475  ___________________________________________________________________
 FO0475  GEOID HEIGHT-         -19.54  (meters)                     GEOID03
 FO0475  DYNAMIC HT  -        2081.480 (meters)    6828.99  (feet)  COMP
 FO0475  MODELED GRAV-     979,159.9   (mgal)                       NAVD 88
 FO0475
 FO0475  VERT ORDER  -  SECOND    CLASS 0
 FO0475
 FO0475.The horizontal coordinates were scaled from a topographic map and have
 FO0475.an estimated accuracy of +/- 6 seconds.
 FO0475
 FO0475.The orthometric height was determined by differential leveling
 FO0475.and adjusted by the National Geodetic Survey in June 1991..
 FO0475
 FO0475.The geoid height was determined by GEOID03.
 FO0475
 FO0475.The dynamic height is computed by dividing the NAVD 88
 FO0475.geopotential number by the normal gravity value computed on the
 FO0475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0475.degrees latitude (g = 980.6199 gals.).
 FO0475
 FO0475.The modeled gravity was interpolated from observed gravity values.
 FO0475
 FO0475;                    North         East    Units  Estimated Accuracy
 FO0475;SPC NM C     -   541,920.      437,180.      MT  (+/- 180 meters Scaled)
 FO0475
 FO0475                          SUPERSEDED SURVEY CONTROL
 FO0475
 FO0475  NGVD 29 (??/??/92) 2083.322  (m)         6835.03   (f) ADJ UNCH    2 0
 FO0475
 FO0475.Superseded values are not recommended for survey control.
 FO0475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0475.See file dsdata.txt to determine how the superseded data were derived.
 FO0475
 FO0475_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV243728(NAD 83)
 FO0475_MARKER: DB = BENCH MARK DISK
 FO0475_SETTING: 66 = SET IN ROCK OUTCROP
 FO0475_SP_SET: SET IN ROCK OUTCROP
 FO0475_STAMPING: A 31 1938
 FO0475_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FO0475+STABILITY: POSITION/ELEVATION WELL
 FO0475
 FO0475  HISTORY     - Date     Condition        Report By
 FO0475  HISTORY     - 1938     MONUMENTED       USGS
 FO0475  HISTORY     - 1957     GOOD             NGS
 FO0475
 FO0475                          STATION DESCRIPTION
 FO0475
 FO0475'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 FO0475'10.05 MI S FROM CUBA.
 FO0475'ABOUT 10.05 MILES SOUTH ALONG STATE HIGHWAY 44 FROM THE BRIDGE OVER
 FO0475'THE RIO PUERCO, IN SECTION 9, T.19 N., R.1 E., 84 FEET EAST OF THE
 FO0475'CENTER LINE OF THE HIGHWAY, 122 FEET NORTHEAST OF THE EAST HEAD WALL
 FO0475'OF A 2 X 2-FOOT CONCRETE BOX CULVERT, 6 FEET NORTHWEST OF A 6-INCH
 FO0475'PINE WITH TRIANGULAR BLAZE, ABOUT LEVEL WITH THE HIGHWAY AND ON TOP
 FO0475'AND ON THE WEST SIDE OF A SANDSTONE OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0357 ***********************************************************************
 CV0357  DESIGNATION -  A 310
 CV0357  PID         -  CV0357
 CV0357  STATE/COUNTY-  NM/LEA
 CV0357  USGS QUAD   -  JAL (1979)
 CV0357
 CV0357                         *CURRENT SURVEY CONTROL
 CV0357  ___________________________________________________________________
 CV0357* NAD 83(1986)-  32 06 40.     (N)    103 10 47.     (W)     SCALED    
 CV0357* NAVD 88     -       925.702  (meters)    3037.07   (feet)  ADJUSTED  
 CV0357  ___________________________________________________________________
 CV0357  GEOID HEIGHT-         -23.55  (meters)                     GEOID03
 CV0357  DYNAMIC HT  -         924.403 (meters)    3032.81  (feet)  COMP
 CV0357  MODELED GRAV-     979,204.0   (mgal)                       NAVD 88
 CV0357
 CV0357  VERT ORDER  -  SECOND    CLASS 0
 CV0357
 CV0357.The horizontal coordinates were scaled from a topographic map and have
 CV0357.an estimated accuracy of +/- 6 seconds.
 CV0357
 CV0357.The orthometric height was determined by differential leveling
 CV0357.and adjusted by the National Geodetic Survey in June 1991..
 CV0357
 CV0357.The geoid height was determined by GEOID03.
 CV0357
 CV0357.The dynamic height is computed by dividing the NAVD 88
 CV0357.geopotential number by the normal gravity value computed on the
 CV0357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0357.degrees latitude (g = 980.6199 gals.).
 CV0357
 CV0357.The modeled gravity was interpolated from observed gravity values.
 CV0357
 CV0357;                    North         East    Units  Estimated Accuracy
 CV0357;SPC NM E     -   123,770.      273,870.      MT  (+/- 180 meters Scaled)
 CV0357
 CV0357                          SUPERSEDED SURVEY CONTROL
 CV0357
 CV0357  NGVD 29 (??/??/92)  925.294  (m)         3035.74   (f) ADJ UNCH    2 0
 CV0357
 CV0357.Superseded values are not recommended for survey control.
 CV0357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0357.See file dsdata.txt to determine how the superseded data were derived.
 CV0357
 CV0357_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFR717542(NAD 83)
 CV0357_MARKER: DB = BENCH MARK DISK
 CV0357_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CV0357_SP_SET: FOUNDATION
 CV0357_STAMPING: A 310 1958
 CV0357_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CV0357
 CV0357  HISTORY     - Date     Condition        Report By
 CV0357  HISTORY     - 1958     MONUMENTED       CGS
 CV0357
 CV0357                          STATION DESCRIPTION
 CV0357
 CV0357'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CV0357'0.6 MI E FROM JAL.
 CV0357'ABOUT 0.25 MILE EAST ALONG A DIRT ROAD FROM THE TEXAS-NEW MEXICO
 CV0357'RAILWAY STATION AT JAL, THENCE 0.1 MILE NORTH ALONG A DIRT ROAD,
 CV0357'THENCE 0.25 MILE EAST ALONG A DIRT ROAD, IN THE TOP OF THE SOUTHWEST
 CV0357'CORNER OF THE CONCRETE FOUNDATION OF A TELEVISION TOWER, AND 1 FOOT
 CV0357'ABOVE THE GROUND.  NOTE-- THE TOWER IS ABOUT 415 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0355 ***********************************************************************
 CV0355  DESIGNATION -  A 311
 CV0355  PID         -  CV0355
 CV0355  STATE/COUNTY-  NM/LEA
 CV0355  USGS QUAD   -  JAL (1979)
 CV0355
 CV0355                         *CURRENT SURVEY CONTROL
 CV0355  ___________________________________________________________________
 CV0355* NAD 83(1986)-  32 05 43.     (N)    103 11 35.     (W)     SCALED    
 CV0355* NAVD 88     -       915.409  (meters)    3003.30   (feet)  ADJUSTED  
 CV0355  ___________________________________________________________________
 CV0355  GEOID HEIGHT-         -23.67  (meters)                     GEOID03
 CV0355  DYNAMIC HT  -         914.121 (meters)    2999.08  (feet)  COMP
 CV0355  MODELED GRAV-     979,200.5   (mgal)                       NAVD 88
 CV0355
 CV0355  VERT ORDER  -  SECOND    CLASS 0
 CV0355
 CV0355.The horizontal coordinates were scaled from a topographic map and have
 CV0355.an estimated accuracy of +/- 6 seconds.
 CV0355
 CV0355.The orthometric height was determined by differential leveling
 CV0355.and adjusted by the National Geodetic Survey in June 1991..
 CV0355
 CV0355.The geoid height was determined by GEOID03.
 CV0355
 CV0355.The dynamic height is computed by dividing the NAVD 88
 CV0355.geopotential number by the normal gravity value computed on the
 CV0355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0355.degrees latitude (g = 980.6199 gals.).
 CV0355
 CV0355.The modeled gravity was interpolated from observed gravity values.
 CV0355
 CV0355;                    North         East    Units  Estimated Accuracy
 CV0355;SPC NM E     -   122,000.      272,630.      MT  (+/- 180 meters Scaled)
 CV0355
 CV0355                          SUPERSEDED SURVEY CONTROL
 CV0355
 CV0355  NGVD 29 (??/??/92)  914.999  (m)         3001.96   (f) ADJ UNCH    2 0
 CV0355
 CV0355.Superseded values are not recommended for survey control.
 CV0355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0355.See file dsdata.txt to determine how the superseded data were derived.
 CV0355
 CV0355_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFR705524(NAD 83)
 CV0355_MARKER: DB = BENCH MARK DISK
 CV0355_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0355_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CV0355_STAMPING: A 311 1958
 CV0355_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CV0355+STABILITY: SURFACE MOTION
 CV0355
 CV0355  HISTORY     - Date     Condition        Report By
 CV0355  HISTORY     - 1958     MONUMENTED       CGS
 CV0355
 CV0355                          STATION DESCRIPTION
 CV0355
 CV0355'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CV0355'1.05 MI S FROM JAL.
 CV0355'ABOUT 0.4 MILE SOUTHWEST ALONG EL PASO DRIVE FROM THE TEXAS-NEW MEXICO
 CV0355'RAILWAY STATION AT JAL, THENCE 0.65 MILE SOUTH ALONG A PAVED ROAD, 61
 CV0355'FEET EAST OF THE CENTER LINE OF THE PAVED ROAD, 46 FEET SOUTH OF THE
 CV0355'CENTER LINE OF A DIRT ROAD, 10 FEET EAST OF THE EAST RIGHT OF WAY
 CV0355'FENCE, 9 FEET EAST OF A POWER POLE, 38 FEET SOUTH OF A FENCE CORNER, 2
 CV0355'FEET NORTH OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT BELOW THE
 CV0355'LEVEL OF THE ROAD, AND IN THE TOP OF A CONCRETE POST PROJECTING 9
 CV0355'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0539 ***********************************************************************
 CW0539  DESIGNATION -  A 312
 CW0539  PID         -  CW0539
 CW0539  STATE/COUNTY-  NM/OTERO
 CW0539  USGS QUAD   -  SACRAMENTO (1974)
 CW0539
 CW0539                         *CURRENT SURVEY CONTROL
 CW0539  ___________________________________________________________________
 CW0539* NAD 83(1986)-  32 48 03.     (N)    105 32 52.     (W)     SCALED    
 CW0539* NAVD 88     -      2194.882  (meters)    7201.04   (feet)  ADJUSTED  
 CW0539  ___________________________________________________________________
 CW0539  GEOID HEIGHT-         -20.12  (meters)                     GEOID03
 CW0539  DYNAMIC HT  -        2191.344 (meters)    7189.43  (feet)  COMP
 CW0539  MODELED GRAV-     978,946.0   (mgal)                       NAVD 88
 CW0539
 CW0539  VERT ORDER  -  SECOND    CLASS 0
 CW0539
 CW0539.The horizontal coordinates were scaled from a topographic map and have
 CW0539.an estimated accuracy of +/- 6 seconds.
 CW0539
 CW0539.The orthometric height was determined by differential leveling
 CW0539.and adjusted by the National Geodetic Survey in June 1991..
 CW0539
 CW0539.The geoid height was determined by GEOID03.
 CW0539
 CW0539.The dynamic height is computed by dividing the NAVD 88
 CW0539.geopotential number by the normal gravity value computed on the
 CW0539.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0539.degrees latitude (g = 980.6199 gals.).
 CW0539
 CW0539.The modeled gravity was interpolated from observed gravity values.
 CW0539
 CW0539;                    North         East    Units  Estimated Accuracy
 CW0539;SPC NM C     -   199,880.      565,770.      MT  (+/- 180 meters Scaled)
 CW0539
 CW0539                          SUPERSEDED SURVEY CONTROL
 CW0539
 CW0539  NGVD 29 (??/??/92) 2194.084  (m)         7198.42   (f) ADJ UNCH    2 0
 CW0539
 CW0539.Superseded values are not recommended for survey control.
 CW0539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0539.See file dsdata.txt to determine how the superseded data were derived.
 CW0539
 CW0539_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDS487293(NAD 83)
 CW0539_MARKER: DB = BENCH MARK DISK
 CW0539_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CW0539_SP_SET: CULVERT
 CW0539_STAMPING: A 312 1958
 CW0539_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CW0539
 CW0539  HISTORY     - Date     Condition        Report By
 CW0539  HISTORY     - 1958     MONUMENTED       CGS
 CW0539
 CW0539                          STATION DESCRIPTION
 CW0539
 CW0539'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CW0539'2.25 MI W FROM WEED.
 CW0539'ABOUT 0.15 MILE NORTH ALONG A DIRT ROAD FROM THE POST OFFICE AT WEED,
 CW0539'THENCE 2.1 MILES WEST ALONG A WINDING DIRT ROAD, 17 FEET NORTHWEST OF
 CW0539'THE CENTER LINE OF THE ROAD, IN THE TOP OF THE CENTER OF THE NORTHWEST
 CW0539'HEAD WALL OF A 6X6-FOOT CONCRETE CULVERT, 42 FEET NORTHEAST OF THE
 CW0539'CENTER OF THE INTERSECTION OF A PRIVATE ROAD TO A FARM HOUSE, AND
 CW0539'ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0386 ***********************************************************************
 CW0386  DESIGNATION -  A 313
 CW0386  PID         -  CW0386
 CW0386  STATE/COUNTY-  NM/OTERO
 CW0386  USGS QUAD   -  OTERO MESA NORTH (1980)
 CW0386
 CW0386                         *CURRENT SURVEY CONTROL
 CW0386  ___________________________________________________________________
 CW0386* NAD 83(1986)-  32 29 23.     (N)    105 48 37.     (W)     SCALED    
 CW0386* NAVD 88     -      1504.068  (meters)    4934.60   (feet)  POSTED    
 CW0386  ___________________________________________________________________
 CW0386  GEOID HEIGHT-         -21.98  (meters)                     GEOID03
 CW0386  DYNAMIC HT  -        1501.790 (meters)    4927.12  (feet)  COMP
 CW0386  MODELED GRAV-     979,070.7   (mgal)                       NAVD 88
 CW0386
 CW0386  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 CW0386
 CW0386.The horizontal coordinates were scaled from a topographic map and have
 CW0386.an estimated accuracy of +/- 6 seconds.
 CW0386
 CW0386.The orthometric height was determined by differential leveling
 CW0386.and adjusted by the National Geodetic Survey in 1992..
 CW0386.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 CW0386.rate of 0.0 thru 1.0 mm/km.
 CW0386
 CW0386.The geoid height was determined by GEOID03.
 CW0386
 CW0386.The dynamic height is computed by dividing the NAVD 88
 CW0386.geopotential number by the normal gravity value computed on the
 CW0386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0386.degrees latitude (g = 980.6199 gals.).
 CW0386
 CW0386.The modeled gravity was interpolated from observed gravity values.
 CW0386
 CW0386;                    North         East    Units  Estimated Accuracy
 CW0386;SPC NM C     -   165,250.      541,320.      MT  (+/- 180 meters Scaled)
 CW0386
 CW0386                          SUPERSEDED SURVEY CONTROL
 CW0386
 CW0386  NGVD 29 (??/??/92) 1503.432  (m)         4932.51   (f) ADJ UNCH    2 0
 CW0386
 CW0386.Superseded values are not recommended for survey control.
 CW0386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0386.See file dsdata.txt to determine how the superseded data were derived.
 CW0386
 CW0386_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDR238950(NAD 83)
 CW0386_MARKER: DB = BENCH MARK DISK
 CW0386_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CW0386_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CW0386_STAMPING: A 313 1958
 CW0386_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CW0386+STABILITY: SURFACE MOTION
 CW0386
 CW0386  HISTORY     - Date     Condition        Report By
 CW0386  HISTORY     - 1958     MONUMENTED       CGS
 CW0386
 CW0386                          STATION DESCRIPTION
 CW0386
 CW0386'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CW0386'25.15 MI NE FROM OROGRANDE.
 CW0386'ABOUT 11.4 MILES NORTH ALONG U. S. HIGHWAY 54 FROM THE POST OFFICE AT
 CW0386'OROGRANDE, THENCE 13.75 MILES EAST ALONG A DIRT ROAD, 26 FEET NORTH OF
 CW0386'THE CENTER LINE OF THE ROAD, 8 FEET WEST OF THE CENTER LINE OF A TRAIL
 CW0386'ROAD, 4 FEET SOUTHEAST OF A FENCE CORNER, 1 1/2 FEET EAST OF A FENCE,
 CW0386'2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT 2 FEET ABOVE THE
 CW0386'LEVEL OF THE ROAD, AND IN THE TOP OF A CONCRETE POST PROJECTING 6
 CW0386'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0334 ***********************************************************************
 CW0334  DESIGNATION -  A 314
 CW0334  PID         -  CW0334
 CW0334  STATE/COUNTY-  NM/OTERO
 CW0334  USGS QUAD   -  PINON (1965)
 CW0334
 CW0334                         *CURRENT SURVEY CONTROL
 CW0334  ___________________________________________________________________
 CW0334* NAD 83(1986)-  32 36 28.     (N)    105 24 56.     (W)     SCALED    
 CW0334* NAVD 88     -      1871.624  (meters)    6140.49   (feet)  POSTED    
 CW0334  ___________________________________________________________________
 CW0334  GEOID HEIGHT-         -20.83  (meters)                     GEOID03
 CW0334  DYNAMIC HT  -        1868.700 (meters)    6130.89  (feet)  COMP
 CW0334  MODELED GRAV-     979,011.2   (mgal)                       NAVD 88
 CW0334
 CW0334  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 CW0334
 CW0334.The horizontal coordinates were scaled from a topographic map and have
 CW0334.an estimated accuracy of +/- 6 seconds.
 CW0334
 CW0334.The orthometric height was determined by differential leveling
 CW0334.and adjusted by the National Geodetic Survey in 1992..
 CW0334.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 CW0334.rate of 1.1 thru 2.0 mm/km.
 CW0334
 CW0334.The geoid height was determined by GEOID03.
 CW0334
 CW0334.The dynamic height is computed by dividing the NAVD 88
 CW0334.geopotential number by the normal gravity value computed on the
 CW0334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0334.degrees latitude (g = 980.6199 gals.).
 CW0334
 CW0334.The modeled gravity was interpolated from observed gravity values.
 CW0334
 CW0334;                    North         East    Units  Estimated Accuracy
 CW0334;SPC NM C     -   178,570.      578,320.      MT  (+/- 180 meters Scaled)
 CW0334
 CW0334                          SUPERSEDED SURVEY CONTROL
 CW0334
 CW0334  NGVD 29 (??/??/92) 1870.922  (m)         6138.18   (f) ADJ UNCH    2 0
 CW0334
 CW0334.Superseded values are not recommended for survey control.
 CW0334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0334.See file dsdata.txt to determine how the superseded data were derived.
 CW0334
 CW0334_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDS610078(NAD 83)
 CW0334_MARKER: DB = BENCH MARK DISK
 CW0334_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CW0334_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CW0334_STAMPING: A 314 1958
 CW0334_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CW0334+STABILITY: SURFACE MOTION
 CW0334
 CW0334  HISTORY     - Date     Condition        Report By
 CW0334  HISTORY     - 1958     MONUMENTED       CGS
 CW0334
 CW0334                          STATION DESCRIPTION
 CW0334
 CW0334'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CW0334'1.95 MI SW FROM PINON.
 CW0334'ABOUT 0.65 MILE SOUTH ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 CW0334'PINON, THENCE 1.3 MILES WEST ALONG A GRAVELED ROAD, 51 FEET NORTH OF
 CW0334'THE CENTER LINE OF THE ROAD, ON THE OUTSIDE OF A SMALL CURVE IN THE
 CW0334'ROAD, 26 FEET SOUTHWEST OF A POWER POLE, 3 FEET SOUTHWEST OF A FENCE
 CW0334'CORNER, 2 FEET NORTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL
 CW0334'WITH THE ROAD, AND IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0386 ***********************************************************************
 CV0386  DESIGNATION -  A 315
 CV0386  PID         -  CV0386
 CV0386  STATE/COUNTY-  NM/EDDY
 CV0386  USGS QUAD   -  PHANTOM BANKS (1968)
 CV0386
 CV0386                         *CURRENT SURVEY CONTROL
 CV0386  ___________________________________________________________________
 CV0386* NAD 83(1986)-  32 03 53.     (N)    103 48 15.     (W)     SCALED    
 CV0386* NAVD 88     -      1001.929  (meters)    3287.16   (feet)  ADJUSTED  
 CV0386  ___________________________________________________________________
 CV0386  GEOID HEIGHT-         -25.54  (meters)                     GEOID03
 CV0386  DYNAMIC HT  -        1000.438 (meters)    3282.27  (feet)  COMP
 CV0386  MODELED GRAV-     979,118.9   (mgal)                       NAVD 88
 CV0386
 CV0386  VERT ORDER  -  SECOND    CLASS 0
 CV0386
 CV0386.The horizontal coordinates were scaled from a topographic map and have
 CV0386.an estimated accuracy of +/- 6 seconds.
 CV0386
 CV0386.The orthometric height was determined by differential leveling
 CV0386.and adjusted by the National Geodetic Survey in June 1991..
 CV0386
 CV0386.The geoid height was determined by GEOID03.
 CV0386
 CV0386.The dynamic height is computed by dividing the NAVD 88
 CV0386.geopotential number by the normal gravity value computed on the
 CV0386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0386.degrees latitude (g = 980.6199 gals.).
 CV0386
 CV0386.The modeled gravity was interpolated from observed gravity values.
 CV0386
 CV0386;                    North         East    Units  Estimated Accuracy
 CV0386;SPC NM E     -   118,170.      214,960.      MT  (+/- 180 meters Scaled)
 CV0386
 CV0386                          SUPERSEDED SURVEY CONTROL
 CV0386
 CV0386  NGVD 29 (??/??/92) 1001.428  (m)         3285.52   (f) ADJ UNCH    2 0
 CV0386
 CV0386.Superseded values are not recommended for survey control.
 CV0386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0386.See file dsdata.txt to determine how the superseded data were derived.
 CV0386
 CV0386_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFR128482(NAD 83)
 CV0386_MARKER: DB = BENCH MARK DISK
 CV0386_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0386_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CV0386_STAMPING: A 315 1958
 CV0386_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CV0386+STABILITY: SURFACE MOTION
 CV0386
 CV0386  HISTORY     - Date     Condition        Report By
 CV0386  HISTORY     - 1958     MONUMENTED       CGS
 CV0386
 CV0386                          STATION DESCRIPTION
 CV0386
 CV0386'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CV0386'25.35 MI SE FROM MALAGA.
 CV0386'ABOUT 12.3 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 CV0386'FROM THE STATION AT MALAGA, THENCE 13.05 MILES EAST ALONG THE EL PASO
 CV0386'NATURAL GAS COMPANY PIPELINE ROAD, 67 FEET NORTH OF THE CENTER LINE OF
 CV0386'THE ROAD, 207 FEET NORTHWEST OF THE CENTER OF THE CROSSING OF A DIRT
 CV0386'ROAD, 46 FEET NORTHWEST OF TELEPHONE POLE NUMBER 86, 1 1/2 FEET NORTH
 CV0386'OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND IN THE
 CV0386'TOP OF A CONCRETE POST PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0523 ***********************************************************************
 DR0523  DESIGNATION -  A 316
 DR0523  PID         -  DR0523
 DR0523  STATE/COUNTY-  NM/LINCOLN
 DR0523  USGS QUAD   -  SUNSET (1988)
 DR0523
 DR0523                         *CURRENT SURVEY CONTROL
 DR0523  ___________________________________________________________________
 DR0523* NAD 83(1986)-  33 21 11.     (N)    105 00 24.     (W)     SCALED    
 DR0523* NAVD 88     -      1511.880  (meters)    4960.23   (feet)  ADJUSTED  
 DR0523  ___________________________________________________________________
 DR0523  GEOID HEIGHT-         -21.99  (meters)                     GEOID03
 DR0523  DYNAMIC HT  -        1509.679 (meters)    4953.01  (feet)  COMP
 DR0523  MODELED GRAV-     979,128.1   (mgal)                       NAVD 88
 DR0523
 DR0523  VERT ORDER  -  FIRST     CLASS II
 DR0523
 DR0523.The horizontal coordinates were scaled from a topographic map and have
 DR0523.an estimated accuracy of +/- 6 seconds.
 DR0523
 DR0523.The orthometric height was determined by differential leveling
 DR0523.and adjusted by the National Geodetic Survey in October 1996..
 DR0523
 DR0523.The geoid height was determined by GEOID03.
 DR0523
 DR0523.The dynamic height is computed by dividing the NAVD 88
 DR0523.geopotential number by the normal gravity value computed on the
 DR0523.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0523.degrees latitude (g = 980.6199 gals.).
 DR0523
 DR0523.The modeled gravity was interpolated from observed gravity values.
 DR0523
 DR0523;                    North         East    Units  Estimated Accuracy
 DR0523;SPC NM C     -   261,600.      615,720.      MT  (+/- 180 meters Scaled)
 DR0523
 DR0523                          SUPERSEDED SURVEY CONTROL
 DR0523
 DR0523  NGVD 29 (??/??/92) 1511.230  (m)         4958.09   (f) ADJ UNCH    1 2
 DR0523
 DR0523.Superseded values are not recommended for survey control.
 DR0523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0523.See file dsdata.txt to determine how the superseded data were derived.
 DR0523
 DR0523_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDS993904(NAD 83)
 DR0523_MARKER: DB = BENCH MARK DISK
 DR0523_SETTING: 66 = SET IN ROCK OUTCROP
 DR0523_SP_SET: BEDROCK
 DR0523_STAMPING: A 316 1961
 DR0523_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DR0523+STABILITY: POSITION/ELEVATION WELL
 DR0523
 DR0523  HISTORY     - Date     Condition        Report By
 DR0523  HISTORY     - 1961     MONUMENTED       CGS
 DR0523
 DR0523                          STATION DESCRIPTION
 DR0523
 DR0523'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 DR0523'4.0 MI E FROM RIVERSIDE.
 DR0523'4.0 MILES EAST ALONG U.S. HIGHWAYS 70 AND 380 FROM THE CHEVRON GAS
 DR0523'STATION AT RIVERSIDE, 66 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY,
 DR0523'2.6 FEET SOUTH OF THE RIGHT OF WAY FENCE, LEVEL WITH THE HIGHWAY, SET
 DR0523'IN A DRILLHOLE IN BEDROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0414 ***********************************************************************
 DR0414  DESIGNATION -  A 317
 DR0414  PID         -  DR0414
 DR0414  STATE/COUNTY-  NM/CHAVES
 DR0414  USGS QUAD   -  PANTHER HILL (1982)
 DR0414
 DR0414                         *CURRENT SURVEY CONTROL
 DR0414  ___________________________________________________________________
 DR0414* NAD 83(1986)-  33 36 09.     (N)    104 33 44.     (W)     SCALED    
 DR0414* NAVD 88     -      1124.332  (meters)    3688.75   (feet)  ADJUSTED  
 DR0414  ___________________________________________________________________
 DR0414  GEOID HEIGHT-         -23.23  (meters)                     GEOID03
 DR0414  DYNAMIC HT  -        1122.804 (meters)    3683.73  (feet)  COMP
 DR0414  MODELED GRAV-     979,239.4   (mgal)                       NAVD 88
 DR0414
 DR0414  VERT ORDER  -  SECOND    CLASS 0
 DR0414
 DR0414.The horizontal coordinates were scaled from a topographic map and have
 DR0414.an estimated accuracy of +/- 6 seconds.
 DR0414
 DR0414.The orthometric height was determined by differential leveling
 DR0414.and adjusted by the National Geodetic Survey in June 1991..
 DR0414
 DR0414.The geoid height was determined by GEOID03.
 DR0414
 DR0414.The dynamic height is computed by dividing the NAVD 88
 DR0414.geopotential number by the normal gravity value computed on the
 DR0414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0414.degrees latitude (g = 980.6199 gals.).
 DR0414
 DR0414.The modeled gravity was interpolated from observed gravity values.
 DR0414
 DR0414;                    North         East    Units  Estimated Accuracy
 DR0414;SPC NM E     -   288,590.      143,760.      MT  (+/- 180 meters Scaled)
 DR0414
 DR0414                          SUPERSEDED SURVEY CONTROL
 DR0414
 DR0414  NGVD 29 (??/??/92) 1123.828  (m)         3687.09   (f) ADJ UNCH    2 0
 DR0414
 DR0414.Superseded values are not recommended for survey control.
 DR0414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0414.See file dsdata.txt to determine how the superseded data were derived.
 DR0414
 DR0414_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SET406181(NAD 83)
 DR0414_MARKER: DB = BENCH MARK DISK
 DR0414_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR0414_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DR0414_STAMPING: A 317 1961
 DR0414_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR0414+STABILITY: SURFACE MOTION
 DR0414
 DR0414  HISTORY     - Date     Condition        Report By
 DR0414  HISTORY     - 1961     MONUMENTED       CGS
 DR0414
 DR0414                          STATION DESCRIPTION
 DR0414
 DR0414'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 DR0414'15.95 MI NW FROM ROSWELL.
 DR0414'14.35 MILES NORTH ALONG U.S. HIGHWAY 285 FROM THE COURTHOUSE AT
 DR0414'ROSWELL, THENCE 1.6 MILES WEST ALONG A PAVED ROAD, 50 FEET SOUTH OF
 DR0414'THE CENTER OF THE ROAD, 4.4 FEET WEST OF A METAL WITNESS POST WITH
 DR0414'SIGN, ABOUT LEVEL WITH THE ROAD, SET IN TOP OF A CYLINDRICAL CONCRETE
 DR0414'POST PROJECTING 7 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0570 ***********************************************************************
 CX0570  DESIGNATION -  A 318
 CX0570  PID         -  CX0570
 CX0570  STATE/COUNTY-  NM/OTERO
 CX0570  USGS QUAD   -  ELEPHANT MOUNTAIN (1955)
 CX0570
 CX0570                         *CURRENT SURVEY CONTROL
 CX0570  ___________________________________________________________________
 CX0570* NAD 83(1986)-  32 24 47.     (N)    106 08 57.     (W)     SCALED    
 CX0570* NAVD 88     -      1274.883  (meters)    4182.68   (feet)  ADJUSTED  
 CX0570  ___________________________________________________________________
 CX0570  GEOID HEIGHT-         -23.16  (meters)                     GEOID03
 CX0570  DYNAMIC HT  -        1273.004 (meters)    4176.51  (feet)  COMP
 CX0570  MODELED GRAV-     979,120.3   (mgal)                       NAVD 88
 CX0570
 CX0570  VERT ORDER  -  FIRST     CLASS II
 CX0570
 CX0570.The horizontal coordinates were scaled from a topographic map and have
 CX0570.an estimated accuracy of +/- 6 seconds.
 CX0570
 CX0570.The orthometric height was determined by differential leveling
 CX0570.and adjusted by the National Geodetic Survey in June 1991..
 CX0570
 CX0570.The geoid height was determined by GEOID03.
 CX0570
 CX0570.The dynamic height is computed by dividing the NAVD 88
 CX0570.geopotential number by the normal gravity value computed on the
 CX0570.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0570.degrees latitude (g = 980.6199 gals.).
 CX0570
 CX0570.The modeled gravity was interpolated from observed gravity values.
 CX0570
 CX0570;                    North         East    Units  Estimated Accuracy
 CX0570;SPC NM C     -   156,670.      509,480.      MT  (+/- 180 meters Scaled)
 CX0570
 CX0570                          SUPERSEDED SURVEY CONTROL
 CX0570
 CX0570  NGVD 29 (??/??/92) 1274.304  (m)         4180.78   (f) ADJ UNCH    1 2
 CX0570
 CX0570.Superseded values are not recommended for survey control.
 CX0570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0570.See file dsdata.txt to determine how the superseded data were derived.
 CX0570
 CX0570_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR919868(NAD 83)
 CX0570_MARKER: DB = BENCH MARK DISK
 CX0570_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX0570_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CX0570_STAMPING: A 318 1964
 CX0570_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX0570+STABILITY: SURFACE MOTION
 CX0570
 CX0570  HISTORY     - Date     Condition        Report By
 CX0570  HISTORY     - 1964     MONUMENTED       CGS
 CX0570  HISTORY     - 1966     GOOD             NGS
 CX0570
 CX0570                          STATION DESCRIPTION
 CX0570
 CX0570'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 CX0570'5.55 MI NW FROM OROGRANDE.
 CX0570'ABOUT 0.6 MILE SOUTH ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 CX0570'STATION AT OROGRANDE, THENCE 4.35 MILES NORTHWEST ALONG A PAVED ROAD,
 CX0570'THENCE 0.15 MILE WEST ALONG WHITE SANDS MISSILE RANGE ROUTE 2, THENCE
 CX0570'0.6 MILE NORTH ALONG WHITE SANDS MISSILE RANGE ROUTE 252, IN S 8, T 22
 CX0570'S, R 8 E, 0.3 MILE NORTH OF A POWER LINE CROSSING THE ROAD, 47 FEET
 CX0570'EAST OF THE CENTER LINE OF THE ROAD, 1.2 FEET SOUTH OF A METAL WITNESS
 CX0570'POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD, AND SET IN THE TOP OF
 CX0570'A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0362 ***********************************************************************
 DS0362  DESIGNATION -  A 319
 DS0362  PID         -  DS0362
 DS0362  STATE/COUNTY-  NM/SIERRA
 DS0362  USGS QUAD   -  LUMLEY LAKE NW (1982)
 DS0362
 DS0362                         *CURRENT SURVEY CONTROL
 DS0362  ___________________________________________________________________
 DS0362* NAD 83(1986)-  33 08 17.     (N)    106 27 54.     (W)     SCALED    
 DS0362* NAVD 88     -      1219.297  (meters)    4000.31   (feet)  ADJUSTED  
 DS0362  ___________________________________________________________________
 DS0362  GEOID HEIGHT-         -23.03  (meters)                     GEOID03
 DS0362  DYNAMIC HT  -        1217.537 (meters)    3994.54  (feet)  COMP
 DS0362  MODELED GRAV-     979,153.0   (mgal)                       NAVD 88
 DS0362
 DS0362  VERT ORDER  -  SECOND    CLASS 0
 DS0362
 DS0362.The horizontal coordinates were scaled from a topographic map and have
 DS0362.an estimated accuracy of +/- 6 seconds.
 DS0362
 DS0362.The orthometric height was determined by differential leveling
 DS0362.and adjusted by the National Geodetic Survey in June 1991..
 DS0362
 DS0362.The geoid height was determined by GEOID03.
 DS0362
 DS0362.The dynamic height is computed by dividing the NAVD 88
 DS0362.geopotential number by the normal gravity value computed on the
 DS0362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0362.degrees latitude (g = 980.6199 gals.).
 DS0362
 DS0362.The modeled gravity was interpolated from observed gravity values.
 DS0362
 DS0362;                    North         East    Units  Estimated Accuracy
 DS0362;SPC NM W     -   237,900.      957,670.      MT  (+/- 180 meters Scaled)
 DS0362
 DS0362                          SUPERSEDED SURVEY CONTROL
 DS0362
 DS0362  NGVD 29 (??/??/92) 1218.681  (m)         3998.29   (f) ADJ UNCH    2 0
 DS0362
 DS0362.Superseded values are not recommended for survey control.
 DS0362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0362.See file dsdata.txt to determine how the superseded data were derived.
 DS0362
 DS0362_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS633675(NAD 83)
 DS0362_MARKER: DB = BENCH MARK DISK
 DS0362_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0362_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0362_STAMPING: A 319 1964
 DS0362_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0362+STABILITY: SURFACE MOTION
 DS0362
 DS0362  HISTORY     - Date     Condition        Report By
 DS0362  HISTORY     - 1964     MONUMENTED       CGS
 DS0362
 DS0362                          STATION DESCRIPTION
 DS0362
 DS0362'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 DS0362'26.5 MI W FROM TULAROSA.
 DS0362'TO REACH FROM THE POST OFFICE IN TULAROSA, GO WEST ON HIGHWAY 52 FOR 8
 DS0362'MILES TO THE JUNCTION WITH WSMR 9, CONTINUE WEST ON HIGHWAY 52 FOR
 DS0362'18.5 MILES TO THE BENCH MARK ON THE LEFT, SOUTH OF THE HIGHWAY.  THE
 DS0362'BENCH MARK IS A STANDARD DISK SET IN A SQUARE CONCRETE POST, 66 FEET
 DS0362'SOUTH OF THE CENTER LINE OF HIGHWAY 52, 3 FEET SOUTHWEST OF A WOODEN
 DS0362'WITNESS POST.  IT IS STAMPED A 319 1964 AND PROJECTS 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0517 ***********************************************************************
 GM0517  DESIGNATION -  A 32
 GM0517  PID         -  GM0517
 GM0517  STATE/COUNTY-  NM/TAOS
 GM0517  USGS QUAD   -  PINABETOSO PEAKS (1963)
 GM0517
 GM0517                         *CURRENT SURVEY CONTROL
 GM0517  ___________________________________________________________________
 GM0517* NAD 83(1986)-  36 57 04.     (N)    105 59 23.     (W)     SCALED    
 GM0517* NAVD 88     -      2481.904  (meters)    8142.71   (feet)  POSTED    
 GM0517  ___________________________________________________________________
 GM0517  GEOID HEIGHT-         -16.53  (meters)                     GEOID03
 GM0517  DYNAMIC HT  -        2478.520 (meters)    8131.61  (feet)  COMP
 GM0517  MODELED GRAV-     979,176.6   (mgal)                       NAVD 88
 GM0517
 GM0517  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GM0517
 GM0517.The horizontal coordinates were scaled from a topographic map and have
 GM0517.an estimated accuracy of +/- 6 seconds.
 GM0517
 GM0517.The orthometric height was determined by differential leveling
 GM0517.and adjusted by the National Geodetic Survey in 1992..
 GM0517.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GM0517.rate of 0.0 thru 1.0 mm/km.
 GM0517
 GM0517.The geoid height was determined by GEOID03.
 GM0517
 GM0517.The dynamic height is computed by dividing the NAVD 88
 GM0517.geopotential number by the normal gravity value computed on the
 GM0517.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GM0517.degrees latitude (g = 980.6199 gals.).
 GM0517
 GM0517.The modeled gravity was interpolated from observed gravity values.
 GM0517
 GM0517;                    North         East    Units  Estimated Accuracy
 GM0517;SPC NM C     -   660,080.      523,180.      MT  (+/- 180 meters Scaled)
 GM0517
 GM0517                          SUPERSEDED SURVEY CONTROL
 GM0517
 GM0517  NGVD 29 (??/??/92) 2480.599  (m)         8138.43   (f) ADJ UNCH    1 2
 GM0517
 GM0517.Superseded values are not recommended for survey control.
 GM0517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0517.See file dsdata.txt to determine how the superseded data were derived.
 GM0517
 GM0517_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDA118899(NAD 83)
 GM0517_MARKER: DB = BENCH MARK DISK
 GM0517_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GM0517_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GM0517_STAMPING: 8138.445 A 32 1933
 GM0517_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GM0517+STABILITY: SURFACE MOTION
 GM0517_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GM0517+SATELLITE: SATELLITE OBSERVATIONS - September 25, 2004
 GM0517
 GM0517  HISTORY     - Date     Condition        Report By
 GM0517  HISTORY     - 1933     MONUMENTED       CGS
 GM0517  HISTORY     - 1963     GOOD             USGS
 GM0517  HISTORY     - 1984     MARK NOT FOUND   NGS
 GM0517  HISTORY     - 20040925 GOOD             GEOCAC
 GM0517
 GM0517                          STATION DESCRIPTION
 GM0517
 GM0517'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 GM0517'9.1 MI S FROM ANTONITO, COLORADO.
 GM0517'IN TAOS COUNTY, NEW MEXICO, ABOUT 9.1 MILES SOUTH ALONG U.S. HIGHWAY
 GM0517'285 FROM ANTONITO, CONEJOS COUNTY, COLORADO, 3.2 MILES SOUTH OF THE
 GM0517'COLORADO-NEW MEXICO STATE LINE, 405 FEET EAST OF CENTERLINE OF THE
 GM0517'HIGHWAY, 23 FEET WEST OF THE CENTERLINE OF THE DISMANTLED RAILROAD, AT
 GM0517'THE NORTH END OF A FILL, IN TOP OF A CONCRETE POST, A STANDARD DISK,
 GM0517'STAMPED 8138.445 A 32 1933.
 GM0517
 GM0517                          STATION RECOVERY (1984)
 GM0517
 GM0517'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GM0517'MARK NOT FOUND.
 GM0517
 GM0517                          STATION RECOVERY (2004)
 GM0517
 GM0517'RECOVERY NOTE BY GEOCACHING 2004 (TWS)
 GM0517'RECOVERED IN GOOD CONDITION.  BASE IS CRACKED.  HANDHELD GPS
 GM0517'COORDINATES N36 57 04.0, W105 59 23.1.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0243 ***********************************************************************
 DS0243  DESIGNATION -  A 320
 DS0243  PID         -  DS0243
 DS0243  STATE/COUNTY-  NM/LINCOLN
 DS0243  USGS QUAD   -  BULL GAP SW (1981)
 DS0243
 DS0243                         *CURRENT SURVEY CONTROL
 DS0243  ___________________________________________________________________
 DS0243* NAD 83(1986)-  33 31 25.     (N)    106 10 19.     (W)     SCALED    
 DS0243* NAVD 88     -      1397.765  (meters)    4585.83   (feet)  ADJUSTED  
 DS0243  ___________________________________________________________________
 DS0243  GEOID HEIGHT-         -21.62  (meters)                     GEOID03
 DS0243  DYNAMIC HT  -        1395.768 (meters)    4579.28  (feet)  COMP
 DS0243  MODELED GRAV-     979,159.5   (mgal)                       NAVD 88
 DS0243
 DS0243  VERT ORDER  -  SECOND    CLASS 0
 DS0243
 DS0243.The horizontal coordinates were scaled from a topographic map and have
 DS0243.an estimated accuracy of +/- 6 seconds.
 DS0243
 DS0243.The orthometric height was determined by differential leveling
 DS0243.and adjusted by the National Geodetic Survey in June 1991..
 DS0243
 DS0243.The geoid height was determined by GEOID03.
 DS0243
 DS0243.The dynamic height is computed by dividing the NAVD 88
 DS0243.geopotential number by the normal gravity value computed on the
 DS0243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0243.degrees latitude (g = 980.6199 gals.).
 DS0243
 DS0243.The modeled gravity was interpolated from observed gravity values.
 DS0243
 DS0243;                    North         East    Units  Estimated Accuracy
 DS0243;SPC NM C     -   279,820.      507,250.      MT  (+/- 180 meters Scaled)
 DS0243
 DS0243                          SUPERSEDED SURVEY CONTROL
 DS0243
 DS0243  NGVD 29 (??/??/92) 1397.121  (m)         4583.72   (f) ADJ UNCH    2 0
 DS0243
 DS0243.Superseded values are not recommended for survey control.
 DS0243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0243.See file dsdata.txt to determine how the superseded data were derived.
 DS0243
 DS0243_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT911099(NAD 83)
 DS0243_MARKER: DB = BENCH MARK DISK
 DS0243_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0243_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0243_STAMPING: A 320 1968
 DS0243_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0243+STABILITY: SURFACE MOTION
 DS0243
 DS0243  HISTORY     - Date     Condition        Report By
 DS0243  HISTORY     - 1968     MONUMENTED       CGS
 DS0243  HISTORY     - 1969     GOOD             NGS
 DS0243
 DS0243                          STATION DESCRIPTION
 DS0243
 DS0243'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 DS0243'8.75 MI NW FROM OSCURO.
 DS0243'ABOUT 7.75 MILES NORTHWEST ALONG WHITE SANDS MISSILE RANGE ROUTE 12
 DS0243'FROM THE STORE AT OSCURO, THENCE 1.0 MILE NORTHWEST ALONG WHITE SANDS
 DS0243'MISSILE RANGE ROUTE 9, 84 FEET EAST OF THE CENTER LINE OF THE ROUTE,
 DS0243'3.0 FEET EAST OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF
 DS0243'THE ROUTE, AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 3
 DS0243'INCHES ABOVE THE SURFACE OF THE GROUND.  SEC 13, T 9S, R 7E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0305 ***********************************************************************
 CX0305  DESIGNATION -  A 321
 CX0305  PID         -  CX0305
 CX0305  STATE/COUNTY-  NM/OTERO
 CX0305  USGS QUAD   -  TRES HERMANOS SW (1982)
 CX0305
 CX0305                         *CURRENT SURVEY CONTROL
 CX0305  ___________________________________________________________________
 CX0305* NAD 83(1986)-  32 30 40.     (N)    106 09 24.     (W)     SCALED    
 CX0305* NAVD 88     -      1229.105  (meters)    4032.49   (feet)  ADJUSTED  
 CX0305  ___________________________________________________________________
 CX0305  GEOID HEIGHT-         -23.15  (meters)                     GEOID03
 CX0305  DYNAMIC HT  -        1227.314 (meters)    4026.61  (feet)  COMP
 CX0305  MODELED GRAV-     979,139.1   (mgal)                       NAVD 88
 CX0305
 CX0305  VERT ORDER  -  FIRST     CLASS II
 CX0305
 CX0305.The horizontal coordinates were scaled from a topographic map and have
 CX0305.an estimated accuracy of +/- 6 seconds.
 CX0305
 CX0305.The orthometric height was determined by differential leveling
 CX0305.and adjusted by the National Geodetic Survey in June 1991..
 CX0305
 CX0305.The geoid height was determined by GEOID03.
 CX0305
 CX0305.The dynamic height is computed by dividing the NAVD 88
 CX0305.geopotential number by the normal gravity value computed on the
 CX0305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0305.degrees latitude (g = 980.6199 gals.).
 CX0305
 CX0305.The modeled gravity was interpolated from observed gravity values.
 CX0305
 CX0305;                    North         East    Units  Estimated Accuracy
 CX0305;SPC NM C     -   167,540.      508,770.      MT  (+/- 180 meters Scaled)
 CX0305
 CX0305                          SUPERSEDED SURVEY CONTROL
 CX0305
 CX0305  NGVD 29 (??/??/92) 1228.543  (m)         4030.64   (f) ADJ UNCH    1 2
 CX0305
 CX0305.Superseded values are not recommended for survey control.
 CX0305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0305.See file dsdata.txt to determine how the superseded data were derived.
 CX0305
 CX0305_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR913976(NAD 83)
 CX0305_MARKER: DB = BENCH MARK DISK
 CX0305_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CX0305_SP_SET: MONUMENT
 CX0305_STAMPING: A 321 1966
 CX0305_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX0305
 CX0305  HISTORY     - Date     Condition        Report By
 CX0305  HISTORY     - 1966     MONUMENTED       CGS
 CX0305  HISTORY     - 1967     GOOD             NGS
 CX0305
 CX0305                          STATION DESCRIPTION
 CX0305
 CX0305'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 CX0305'22.9 MI ENE FROM WHITE SANDS MISSILE RANGE.
 CX0305'2.1 MILES EAST ALONG ROAD NO. 2 FROM THE HEADQUARTERS BUILDING AT
 CX0305'WHITE SANDS MISSILE RANGE.  THENCE 9.5 MILES EAST NORTHEAST ALONG A
 CX0305'GRAVEL ROAD.  THENCE 2.65 MILES EAST ALONG A GRAVEL ROAD.  THENCE 2.9
 CX0305'MILES EAST ALONG A TRACK ROAD.  THENCE 0.95 MILE EAST ALONG A VERY DIM
 CX0305'TRACK ROAD.  THENCE 3.6 MILES NORTH NORTHEAST ALONG A CABLE LINE TRACK
 CX0305'ROAD.  THENCE 1.2 MILE NORTHEAST ALONG AN ASPHALT ROAD NEAR THE BOTTOM
 CX0305'OF A SMALL HILL.  70 FEET EAST NORTHEAST OF POWER POLE NO. 45. 66 FEET
 CX0305'NORTH OF CENTER LINE OF THE ASPHALT ROAD.  3.7 FEET EAST OF A WITNESS
 CX0305'POST SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT PROJECTING
 CX0305'0.1 FOOT ABOUT 1 FOOT BELOW THE ROAD.  NOTE-- THIS BENCH MARK IS 1.2
 CX0305'MILE WEST SOUTHWEST OF BENCH MARK G 318.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0004 ***********************************************************************
 CX0004  DESIGNATION -  A 322
 CX0004  PID         -  CX0004
 CX0004  STATE/COUNTY-  NM/OTERO
 CX0004  USGS QUAD   -  LAKE LUCERO SE (1982)
 CX0004
 CX0004                         *CURRENT SURVEY CONTROL
 CX0004  ___________________________________________________________________
 CX0004* NAD 83(1986)-  32 32 13.     (N)    106 21 37.     (W)     SCALED    
 CX0004* NAVD 88     -      1206.293  (meters)    3957.65   (feet)  ADJUSTED  
 CX0004  ___________________________________________________________________
 CX0004  GEOID HEIGHT-         -23.53  (meters)                     GEOID03
 CX0004  DYNAMIC HT  -        1204.508 (meters)    3951.79  (feet)  COMP
 CX0004  MODELED GRAV-     979,118.2   (mgal)                       NAVD 88
 CX0004
 CX0004  VERT ORDER  -  FIRST     CLASS II
 CX0004
 CX0004.The horizontal coordinates were scaled from a topographic map and have
 CX0004.an estimated accuracy of +/- 6 seconds.
 CX0004
 CX0004.The orthometric height was determined by differential leveling
 CX0004.and adjusted by the National Geodetic Survey in June 1991..
 CX0004
 CX0004.The geoid height was determined by GEOID03.
 CX0004
 CX0004.The dynamic height is computed by dividing the NAVD 88
 CX0004.geopotential number by the normal gravity value computed on the
 CX0004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0004.degrees latitude (g = 980.6199 gals.).
 CX0004
 CX0004.The modeled gravity was interpolated from observed gravity values.
 CX0004
 CX0004;                    North         East    Units  Estimated Accuracy
 CX0004;SPC NM C     -   170,410.      489,640.      MT  (+/- 180 meters Scaled)
 CX0004
 CX0004                          SUPERSEDED SURVEY CONTROL
 CX0004
 CX0004  NGVD 29 (??/??/92) 1205.711  (m)         3955.74   (f) ADJ UNCH    1 2
 CX0004
 CX0004.Superseded values are not recommended for survey control.
 CX0004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0004.See file dsdata.txt to determine how the superseded data were derived.
 CX0004
 CX0004_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS722007(NAD 83)
 CX0004_MARKER: DB = BENCH MARK DISK
 CX0004_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CX0004_SP_SET: MONUMENT
 CX0004_STAMPING: A-322 1966
 CX0004_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX0004
 CX0004  HISTORY     - Date     Condition        Report By
 CX0004  HISTORY     - 1966     MONUMENTED       CGS
 CX0004  HISTORY     - 1967     GOOD             NGS
 CX0004
 CX0004                          STATION DESCRIPTION
 CX0004
 CX0004'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 CX0004'20.1 MI SW FROM WHITE SANDS N M HDQ.
 CX0004'20.1 MILES SOUTHWEST ALONG U. S. HIGHWAY 70 FROM WHITE SANDS NATIONAL
 CX0004'MONUMENT.  THENCE 150 SOUTHEAST OF THE CENTERLINE OF U. S. HIGHWAY 70,
 CX0004'50 FEET EAST OF A FENCE, 6 FEET EAST OF A POWER POLE WITH METAL
 CX0004'WITNESS SIGN ATTACHED, SET UNDER POWER LINE BETWEEN DOUBLE POWER
 CX0004'POLES, SET IN THE TOP OF A CONCRETE MONUMENT 12 INCHES IN DIAMETER
 CX0004'THAT PROJECTS 3 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0610 ***********************************************************************
 CX0610  DESIGNATION -  A 323
 CX0610  PID         -  CX0610
 CX0610  STATE/COUNTY-  NM/OTERO
 CX0610  USGS QUAD   -  WHITE SANDS NE (1955)
 CX0610
 CX0610                         *CURRENT SURVEY CONTROL
 CX0610  ___________________________________________________________________
 CX0610* NAD 83(1986)-  32 27 31.     (N)    106 17 57.     (W)     SCALED    
 CX0610* NAVD 88     -      1218.266  (meters)    3996.93   (feet)  ADJUSTED  
 CX0610  ___________________________________________________________________
 CX0610  GEOID HEIGHT-         -23.60  (meters)                     GEOID03
 CX0610  DYNAMIC HT  -        1216.449 (meters)    3990.97  (feet)  COMP
 CX0610  MODELED GRAV-     979,106.2   (mgal)                       NAVD 88
 CX0610
 CX0610  VERT ORDER  -  FIRST     CLASS II
 CX0610
 CX0610.The horizontal coordinates were scaled from a topographic map and have
 CX0610.an estimated accuracy of +/- 6 seconds.
 CX0610
 CX0610.The orthometric height was determined by differential leveling
 CX0610.and adjusted by the National Geodetic Survey in June 1991..
 CX0610
 CX0610.The geoid height was determined by GEOID03.
 CX0610
 CX0610.The dynamic height is computed by dividing the NAVD 88
 CX0610.geopotential number by the normal gravity value computed on the
 CX0610.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0610.degrees latitude (g = 980.6199 gals.).
 CX0610
 CX0610.The modeled gravity was interpolated from observed gravity values.
 CX0610
 CX0610;                    North         East    Units  Estimated Accuracy
 CX0610;SPC NM C     -   161,720.      495,380.      MT  (+/- 180 meters Scaled)
 CX0610
 CX0610                          SUPERSEDED SURVEY CONTROL
 CX0610
 CX0610  NGVD 29 (??/??/92) 1217.673  (m)         3994.98   (f) ADJ UNCH    1 2
 CX0610
 CX0610.Superseded values are not recommended for survey control.
 CX0610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0610.See file dsdata.txt to determine how the superseded data were derived.
 CX0610
 CX0610_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR778920(NAD 83)
 CX0610_MARKER: DB = BENCH MARK DISK
 CX0610_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CX0610_SP_SET: MONUMENT
 CX0610_STAMPING: A 323 1968
 CX0610_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX0610
 CX0610  HISTORY     - Date     Condition        Report By
 CX0610  HISTORY     - 1968     MONUMENTED       CGS
 CX0610
 CX0610                          STATION DESCRIPTION
 CX0610
 CX0610'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 CX0610'12.5 MI ENE FROM WHITE SANDS MISSILE RANGE.
 CX0610'11.1 MILES EAST ALONG NIKE AVENUE (WSMR ROUTE 2) FROM WHITE SANDS
 CX0610'MISSILE RANGE HEADQUARTERS, THENCE 4.0 MILES NORTH ALONG A PAVED ROAD.
 CX0610'IT IS 70 FEET EAST OF THE CENTERLINE OF A PAVED ROAD, 4 FEET WEST OF
 CX0610'A METAL WITNESS SIGN, SET IN THE TOP OF A CIRCULAR CONCRETE MONUMENT,
 CX0610'12 INCHES IN DIAMETER, THAT PROJECTS 0.5 FOOT ABOVE THE GROUND AND IS
 CX0610'ABOUT THE SAME ELEVATION AS THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0735 ***********************************************************************
 DS0735  DESIGNATION -  A 327
 DS0735  PID         -  DS0735
 DS0735  STATE/COUNTY-  NM/SOCORRO
 DS0735  USGS QUAD   -  FOSTER WELL (1981)
 DS0735
 DS0735                         *CURRENT SURVEY CONTROL
 DS0735  ___________________________________________________________________
 DS0735* NAD 83(1986)-  33 33 21.     (N)    106 32 18.     (W)     SCALED    
 DS0735* NAVD 88     -      1430.872  (meters)    4694.45   (feet)  ADJUSTED  
 DS0735  ___________________________________________________________________
 DS0735  GEOID HEIGHT-         -22.29  (meters)                     GEOID03
 DS0735  DYNAMIC HT  -        1428.809 (meters)    4687.68  (feet)  COMP
 DS0735  MODELED GRAV-     979,145.2   (mgal)                       NAVD 88
 DS0735
 DS0735  VERT ORDER  -  SECOND    CLASS 0
 DS0735
 DS0735.The horizontal coordinates were scaled from a topographic map and have
 DS0735.an estimated accuracy of +/- 6 seconds.
 DS0735
 DS0735.The orthometric height was determined by differential leveling
 DS0735.and adjusted by the National Geodetic Survey in June 1991..
 DS0735
 DS0735.The geoid height was determined by GEOID03.
 DS0735
 DS0735.The dynamic height is computed by dividing the NAVD 88
 DS0735.geopotential number by the normal gravity value computed on the
 DS0735.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0735.degrees latitude (g = 980.6199 gals.).
 DS0735
 DS0735.The modeled gravity was interpolated from observed gravity values.
 DS0735
 DS0735;                    North         East    Units  Estimated Accuracy
 DS0735;SPC NM C     -   283,430.      473,230.      MT  (+/- 180 meters Scaled)
 DS0735
 DS0735                          SUPERSEDED SURVEY CONTROL
 DS0735
 DS0735  NGVD 29 (??/??/92) 1430.204  (m)         4692.26   (f) ADJ UNCH    2 0
 DS0735
 DS0735.Superseded values are not recommended for survey control.
 DS0735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0735.See file dsdata.txt to determine how the superseded data were derived.
 DS0735
 DS0735_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT571139(NAD 83)
 DS0735_MARKER: DB = BENCH MARK DISK
 DS0735_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DS0735_SP_SET: 8 FEET
 DS0735_STAMPING: A 327 1966
 DS0735_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DS0735
 DS0735  HISTORY     - Date     Condition        Report By
 DS0735  HISTORY     - 1966     MONUMENTED       CGS
 DS0735
 DS0735                          STATION DESCRIPTION
 DS0735
 DS0735'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 DS0735'20.75 MI SE FROM STALLION RANGE CENTER.
 DS0735'ABOUT 16.8 MILES SOUTHEAST ALONG WHITE SANDS MISSILE RANGE ROUTE 7
 DS0735'FROM THE HEADQUARTERS BUILDING AT STALLION RANGE CENTER, THENCE 3.95
 DS0735'MILES SOUTHWEST ALONG WHITE SANDS MISSILE RANGE ROUTE 13, IN S 4, T 9
 DS0735'S, R 4 E, 245 FEET SOUTHWEST OF THE INTERSECTION OF THE ROAD AND A
 DS0735'BLADED DIRT ROAD, 130 YARDS SOUTHEAST OF A WINDMILL AND WATER TANK,
 DS0735'143 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 129 FEET SOUTHEAST OF
 DS0735'THE EAST CORNER OF AN ABANDONED STUCCO BUILDING, 2 FEET NORTH OF A
 DS0735'FENCE LINE, 1 FOOT SOUTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 DS0735'ROAD, AND ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO
 DS0735'A DEPTH OF 8 FEET AND IS ENCASED IN A 5-INCH CAST IRON PIPE PROJECTING
 DS0735'4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0547 ***********************************************************************
 DS0547  DESIGNATION -  A 328
 DS0547  PID         -  DS0547
 DS0547  STATE/COUNTY-  NM/SIERRA
 DS0547  USGS QUAD   -  BIG GYP MOUNTAIN (1981)
 DS0547
 DS0547                         *CURRENT SURVEY CONTROL
 DS0547  ___________________________________________________________________
 DS0547* NAD 83(1986)-  33 22 13.     (N)    106 39 15.     (W)     SCALED    
 DS0547* NAVD 88     -      1618.748  (meters)    5310.84   (feet)  ADJUSTED  
 DS0547  ___________________________________________________________________
 DS0547  GEOID HEIGHT-         -22.24  (meters)                     GEOID03
 DS0547  DYNAMIC HT  -        1616.371 (meters)    5303.04  (feet)  COMP
 DS0547  MODELED GRAV-     979,111.5   (mgal)                       NAVD 88
 DS0547
 DS0547  VERT ORDER  -  SECOND    CLASS 0
 DS0547
 DS0547.The horizontal coordinates were scaled from a topographic map and have
 DS0547.an estimated accuracy of +/- 6 seconds.
 DS0547
 DS0547.The orthometric height was determined by differential leveling
 DS0547.and adjusted by the National Geodetic Survey in June 1991..
 DS0547
 DS0547.The geoid height was determined by GEOID03.
 DS0547
 DS0547.The dynamic height is computed by dividing the NAVD 88
 DS0547.geopotential number by the normal gravity value computed on the
 DS0547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0547.degrees latitude (g = 980.6199 gals.).
 DS0547
 DS0547.The modeled gravity was interpolated from observed gravity values.
 DS0547
 DS0547;                    North         East    Units  Estimated Accuracy
 DS0547;SPC NM W     -   263,440.      939,730.      MT  (+/- 180 meters Scaled)
 DS0547
 DS0547                          SUPERSEDED SURVEY CONTROL
 DS0547
 DS0547  NGVD 29 (??/??/92) 1618.055  (m)         5308.57   (f) ADJ UNCH    2 0
 DS0547
 DS0547.Superseded values are not recommended for survey control.
 DS0547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0547.See file dsdata.txt to determine how the superseded data were derived.
 DS0547
 DS0547_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS461935(NAD 83)
 DS0547_MARKER: DB = BENCH MARK DISK
 DS0547_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DS0547_SP_SET: 12 FEET
 DS0547_STAMPING: A 328 1966
 DS0547_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DS0547
 DS0547  HISTORY     - Date     Condition        Report By
 DS0547  HISTORY     - 1966     MONUMENTED       CGS
 DS0547
 DS0547                          STATION DESCRIPTION
 DS0547
 DS0547'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 DS0547'32.9 MI S FROM STALLION RANGE CENTER.
 DS0547'ABOUT 0.35 MILE NORTHWEST ALONG WHITE SANDS MISSILE RANGE ROUTE 7 FROM
 DS0547'THE HEADQUARTERS BUILDING AT STALLION RANGE CENTER, THENCE 32.55 MILES
 DS0547'SOUTH ALONG WHITE SANDS MISSILE RANGE ROUTE 5, OR ABOUT 17.7 MILES
 DS0547'NORTHWEST ALONG WHITE SANDS MISSILE RANGE ROUTE 6, FORMERLY STATE
 DS0547'HIGHWAY 52, FROM THE HEADQUARTERS BUILDING AT RHODES CANYON RANGE
 DS0547'CENTER, THENCE 13.15 MILES NORTH ALONG WHITE SANDS MISSILE RANGE ROUTE
 DS0547'5, IN S 1, T 11 S, R 3 E, AT THE JUNCTION OF A RANCH ROAD, 320 FEET
 DS0547'NORTH OF THE CENTER OF THE ROAD JUNCTION, 168 FEET NORTHEAST OF THE
 DS0547'CENTER LINE OF ROUTE 5, 32 FEET WEST OF THE CENTER LINE OF THE RANCH
 DS0547'ROAD, 26 FEET NORTHEAST OF A TELEPHONE POLE WHICH IS BRACED BY 2 GUY
 DS0547'WIRES, 1.1 FEET NORTHWEST OF A METAL WITNESS POST, ABOUT LEVEL WITH
 DS0547'THE ROAD, AND ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS
 DS0547'DRIVEN TO A DEPTH OF 12 FEET, ENCASED IN A 6-INCH TILE PIPE PROJECTING
 DS0547'8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0616 ***********************************************************************
 DS0616  DESIGNATION -  A 329
 DS0616  PID         -  DS0616
 DS0616  STATE/COUNTY-  NM/SOCORRO
 DS0616  USGS QUAD   -  SAN ANTONIO (1981)
 DS0616
 DS0616                         *CURRENT SURVEY CONTROL
 DS0616  ___________________________________________________________________
 DS0616* NAD 83(1986)-  33 54 57.     (N)    106 50 17.     (W)     SCALED    
 DS0616* NAVD 88     -      1395.271  (meters)    4577.65   (feet)  ADJUSTED  
 DS0616  ___________________________________________________________________
 DS0616  GEOID HEIGHT-         -22.42  (meters)                     GEOID03
 DS0616  DYNAMIC HT  -        1393.282 (meters)    4571.13  (feet)  COMP
 DS0616  MODELED GRAV-     979,162.4   (mgal)                       NAVD 88
 DS0616
 DS0616  VERT ORDER  -  FIRST     CLASS II
 DS0616
 DS0616.The horizontal coordinates were scaled from a topographic map and have
 DS0616.an estimated accuracy of +/- 6 seconds.
 DS0616
 DS0616.The orthometric height was determined by differential leveling
 DS0616.and adjusted by the National Geodetic Survey in June 1991..
 DS0616
 DS0616.The geoid height was determined by GEOID03.
 DS0616
 DS0616.The dynamic height is computed by dividing the NAVD 88
 DS0616.geopotential number by the normal gravity value computed on the
 DS0616.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0616.degrees latitude (g = 980.6199 gals.).
 DS0616
 DS0616.The modeled gravity was interpolated from observed gravity values.
 DS0616
 DS0616;                    North         East    Units  Estimated Accuracy
 DS0616;SPC NM C     -   323,480.      445,620.      MT  (+/- 180 meters Scaled)
 DS0616
 DS0616                          SUPERSEDED SURVEY CONTROL
 DS0616
 DS0616  NGVD 29 (??/??/92) 1394.588  (m)         4575.41   (f) ADJ UNCH    1 2
 DS0616
 DS0616.Superseded values are not recommended for survey control.
 DS0616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0616.See file dsdata.txt to determine how the superseded data were derived.
 DS0616
 DS0616_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT300543(NAD 83)
 DS0616_MARKER: DB = BENCH MARK DISK
 DS0616_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DS0616_SP_SET: 17 1/2 FEET
 DS0616_STAMPING: A 329 1966
 DS0616_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DS0616
 DS0616  HISTORY     - Date     Condition        Report By
 DS0616  HISTORY     - 1966     MONUMENTED       CGS
 DS0616  HISTORY     - 1976     GOOD             NGS
 DS0616  HISTORY     - 1980     GOOD             NGS
 DS0616
 DS0616                          STATION DESCRIPTION
 DS0616
 DS0616'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 DS0616'1.7 MI E FROM SAN ANTONIO.
 DS0616'ABOUT 1.7 MILES EAST ALONG U.S. HIGHWAY 380 FROM THE POST OFFICE AT
 DS0616'SAN ANTONIO, IN S 33, T 4 S, R 1 E, 0.2 MILE NORTHEAST OF A SMALL
 DS0616'CEMETERY, 98 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 32 FEET
 DS0616'EAST OF THE CENTER OF A WIRE GATE IN THE RIGHT-OF-WAY FENCE, 1 1/2
 DS0616'FEET NORTH OF THE FENCE, 1.0 FOOT WEST OF A METAL WITNESS POST, ABOUT
 DS0616'2 FEET BELOW THE LEVEL OF THE HIGHWAY, AND ON THE TOP OF A 5/8-INCH
 DS0616'COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 17 1/2 FEET AND IS
 DS0616'ENCASED IN A 6-INCH CAST IRON PIPE WHICH PROJECTS 8 INCHES.
 DS0616
 DS0616                          STATION RECOVERY (1976)
 DS0616
 DS0616'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 DS0616'RECOVERED IN GOOD CONDITION.
 DS0616
 DS0616                          STATION RECOVERY (1980)
 DS0616
 DS0616'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DS0616'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0261 ***********************************************************************
 CW0261  DESIGNATION -  A 33
 CW0261  PID         -  CW0261
 CW0261  STATE/COUNTY-  NM/EDDY
 CW0261  USGS QUAD   -  GRAPEVINE DRAW (1978)
 CW0261
 CW0261                         *CURRENT SURVEY CONTROL
 CW0261  ___________________________________________________________________
 CW0261* NAD 83(1986)-  32 00 40.     (N)    104 35 21.     (W)     SCALED    
 CW0261* NAVD 88     -      1287.926  (meters)    4225.47   (feet)  ADJUSTED  
 CW0261  ___________________________________________________________________
 CW0261  GEOID HEIGHT-         -23.54  (meters)                     GEOID03
 CW0261  DYNAMIC HT  -        1285.970 (meters)    4219.05  (feet)  COMP
 CW0261  MODELED GRAV-     979,076.7   (mgal)                       NAVD 88
 CW0261
 CW0261  VERT ORDER  -  FIRST     CLASS I
 CW0261
 CW0261.The horizontal coordinates were scaled from a topographic map and have
 CW0261.an estimated accuracy of +/- 6 seconds.
 CW0261
 CW0261.The orthometric height was determined by differential leveling
 CW0261.and adjusted by the National Geodetic Survey in June 1991..
 CW0261
 CW0261.The geoid height was determined by GEOID03.
 CW0261
 CW0261.The dynamic height is computed by dividing the NAVD 88
 CW0261.geopotential number by the normal gravity value computed on the
 CW0261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0261.degrees latitude (g = 980.6199 gals.).
 CW0261
 CW0261.The modeled gravity was interpolated from observed gravity values.
 CW0261
 CW0261;                    North         East    Units  Estimated Accuracy
 CW0261;SPC NM E     -   112,130.      140,830.      MT  (+/- 180 meters Scaled)
 CW0261
 CW0261                          SUPERSEDED SURVEY CONTROL
 CW0261
 CW0261  NGVD 29 (??/??/92) 1287.359  (m)         4223.61   (f) ADJ UNCH    1 1
 CW0261
 CW0261.Superseded values are not recommended for survey control.
 CW0261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0261.See file dsdata.txt to determine how the superseded data were derived.
 CW0261
 CW0261_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SER388417(NAD 83)
 CW0261_MARKER: DB = BENCH MARK DISK
 CW0261_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CW0261_SP_SET: ROCK
 CW0261_STAMPING: A 33 1933
 CW0261_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CW0261
 CW0261  HISTORY     - Date     Condition        Report By
 CW0261  HISTORY     - 1933     MONUMENTED       CGS
 CW0261  HISTORY     - 1958     GOOD             NGS
 CW0261  HISTORY     - 1977     GOOD             NGS
 CW0261
 CW0261                          STATION DESCRIPTION
 CW0261
 CW0261'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CW0261'19.3 MI NE FROM PINE SPRINGS TEXAS.
 CW0261'ABOUT 15.5 MILES NORTHEAST ALONG U. S. HIGHWAYS 62 AND 180 FROM THE
 CW0261'STATE HIGHWAY MAINTENANCE CAMP AT PINE SPRINGS, THENCE 2.6 MILES
 CW0261'NORTHWEST ALONG THE XT RANCH ROAD, THENCE 1.2 MILES NORTHEAST ALONG
 CW0261'THE OLD HIGHWAY 62, IN THE TOP OF A FLAT LIMESTONE ROCK FLUSH WITH THE
 CW0261'GROUND AND SURROUNDED BY A CIRCLE OF LOOSE ROCK, 94 FEET SOUTHEAST OF
 CW0261'THE CENTER LINE OF THE OLD HIGHWAY, AT THE JUNCTION OF A TRAIL ROAD
 CW0261'LEADING EAST, 41 FEET SOUTHWEST OF THE TRAIL ROAD, ABOUT 0.2 MILE
 CW0261'NORTHEAST OF A CATTLE GUARD, ABOUT 1.0 MILE SOUTHWEST OF B. M. H 259,
 CW0261'AND ABOUT LEVEL WITH THE ROADS.
 CW0261
 CW0261                          STATION RECOVERY (1977)
 CW0261
 CW0261'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CW0261'6.5 MILES SOUTHWEST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE
 CW0261'JUNCTION OF STATE HIGHWAY 7, THENCE 6.2 MILES SOUTHWEST ALONG A
 CW0261'PAVED COUNTY ROAD (TO SLAUGHTER CANYON AND NEW CAVE) TO THE
 CW0261'END OF PAVEMENT AND THE JUNCTION OF TWO GRAVEL ROADS,
 CW0261'THENCE 1.75 MILES SOUTHWEST TO A FORKED JUNCTION WITH A ROAD
 CW0261'LEADING SOUTH, THENCE 5.55 MILES SOUTHWEST ALONG A ROCKY ROAD
 CW0261'FORMERLY KNOWN AS THE 1933 ROUTE OF U.S. HIGHWAY 62, AT THE
 CW0261'JUNCTION OF A DIM TRAIL ROAD LEADING EAST, 84 FT. SOUTHEAST OF THE
 CW0261'TRAIL ROAD, IN THE TOP OF A FLAT LIMESTONE ROCK AND SURROUNDED BY
 CW0261'LOOSE ROCKS, 0.2 MILE NORTHEAST OF A FENCE AND GATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0490 ***********************************************************************
 DS0490  DESIGNATION -  A 330
 DS0490  PID         -  DS0490
 DS0490  STATE/COUNTY-  NM/SIERRA
 DS0490  USGS QUAD   -  LUMLEY LAKE (1982)
 DS0490
 DS0490                         *CURRENT SURVEY CONTROL
 DS0490  ___________________________________________________________________
 DS0490* NAD 83(1986)-  33 04 26.     (N)    106 26 47.     (W)     SCALED    
 DS0490* NAVD 88     -      1214.943  (meters)    3986.03   (feet)  ADJUSTED  
 DS0490  ___________________________________________________________________
 DS0490  GEOID HEIGHT-         -23.16  (meters)                     GEOID03
 DS0490  DYNAMIC HT  -        1213.184 (meters)    3980.25  (feet)  COMP
 DS0490  MODELED GRAV-     979,148.0   (mgal)                       NAVD 88
 DS0490
 DS0490  VERT ORDER  -  SECOND    CLASS 0
 DS0490
 DS0490.The horizontal coordinates were scaled from a topographic map and have
 DS0490.an estimated accuracy of +/- 6 seconds.
 DS0490
 DS0490.The orthometric height was determined by differential leveling
 DS0490.and adjusted by the National Geodetic Survey in June 1991..
 DS0490
 DS0490.The geoid height was determined by GEOID03.
 DS0490
 DS0490.The dynamic height is computed by dividing the NAVD 88
 DS0490.geopotential number by the normal gravity value computed on the
 DS0490.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0490.degrees latitude (g = 980.6199 gals.).
 DS0490
 DS0490.The modeled gravity was interpolated from observed gravity values.
 DS0490
 DS0490;                    North         East    Units  Estimated Accuracy
 DS0490;SPC NM W     -   230,810.      959,500.      MT  (+/- 180 meters Scaled)
 DS0490
 DS0490                          SUPERSEDED SURVEY CONTROL
 DS0490
 DS0490  NGVD 29 (??/??/92) 1214.327  (m)         3984.00   (f) ADJ UNCH    2 0
 DS0490
 DS0490.Superseded values are not recommended for survey control.
 DS0490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0490.See file dsdata.txt to determine how the superseded data were derived.
 DS0490
 DS0490_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS649604(NAD 83)
 DS0490_MARKER: DB = BENCH MARK DISK
 DS0490_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DS0490_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DS0490_STAMPING: A 330 1966
 DS0490_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DS0490
 DS0490  HISTORY     - Date     Condition        Report By
 DS0490  HISTORY     - 1966     MONUMENTED       CGS
 DS0490
 DS0490                          STATION DESCRIPTION
 DS0490
 DS0490'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 DS0490'7.1 MI SE FROM RHODES CANYON RANGE CENTER.
 DS0490'ABOUT 4.0 MILES SOUTHEAST ALONG WHITE SANDS MISSILE RANGE ROUTE 6 FROM
 DS0490'THE HEADQUARTERS BUILDING AT RHODES CANYON RANGE CENTER, THENCE 3.1
 DS0490'MILES SOUTH ALONG WHITE SANDS MISSILE RANGE ROUTE 304, IN S 30, T 14
 DS0490'S, R 6 E, 86 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 76 FEET
 DS0490'EAST OF THE CENTER LINE OF A BLADED DIRT ROAD, 1.3 FEET SOUTHEAST OF A
 DS0490'METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE ROAD, AND ON
 DS0490'THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF
 DS0490'45.8 FEET AND IS ENCASED IN A 5-INCH CAST IRON PIPE PROJECTING 12
 DS0490'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0170 ***********************************************************************
 CX0170  DESIGNATION -  A 331
 CX0170  PID         -  CX0170
 CX0170  STATE/COUNTY-  NM/OTERO
 CX0170  USGS QUAD   -  HEART OF THE SANDS NE (1982)
 CX0170
 CX0170                         *CURRENT SURVEY CONTROL
 CX0170  ___________________________________________________________________
 CX0170* NAD 83(1986)-  32 53 15.     (N)    106 19 12.     (W)     SCALED    
 CX0170* NAVD 88     -      1196.474  (meters)    3925.43   (feet)  ADJUSTED  
 CX0170  ___________________________________________________________________
 CX0170  GEOID HEIGHT-         -23.31  (meters)                     GEOID03
 CX0170  DYNAMIC HT  -        1194.732 (meters)    3919.72  (feet)  COMP
 CX0170  MODELED GRAV-     979,141.8   (mgal)                       NAVD 88
 CX0170
 CX0170  VERT ORDER  -  SECOND    CLASS 0
 CX0170
 CX0170.The horizontal coordinates were scaled from a topographic map and have
 CX0170.an estimated accuracy of +/- 6 seconds.
 CX0170
 CX0170.The orthometric height was determined by differential leveling
 CX0170.and adjusted by the National Geodetic Survey in June 1991..
 CX0170
 CX0170.The geoid height was determined by GEOID03.
 CX0170
 CX0170.The dynamic height is computed by dividing the NAVD 88
 CX0170.geopotential number by the normal gravity value computed on the
 CX0170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0170.degrees latitude (g = 980.6199 gals.).
 CX0170
 CX0170.The modeled gravity was interpolated from observed gravity values.
 CX0170
 CX0170;                    North         East    Units  Estimated Accuracy
 CX0170;SPC NM C     -   209,280.      493,450.      MT  (+/- 180 meters Scaled)
 CX0170
 CX0170                          SUPERSEDED SURVEY CONTROL
 CX0170
 CX0170  NGVD 29 (??/??/92) 1195.872  (m)         3923.46   (f) ADJ UNCH    2 0
 CX0170
 CX0170.Superseded values are not recommended for survey control.
 CX0170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0170.See file dsdata.txt to determine how the superseded data were derived.
 CX0170
 CX0170_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS765395(NAD 83)
 CX0170_MARKER: DB = BENCH MARK DISK
 CX0170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX0170_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CX0170_STAMPING: A 331 1966
 CX0170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX0170+STABILITY: SURFACE MOTION
 CX0170
 CX0170  HISTORY     - Date     Condition        Report By
 CX0170  HISTORY     - 1966     MONUMENTED       CGS
 CX0170
 CX0170                          STATION DESCRIPTION
 CX0170
 CX0170'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 CX0170'28.6 MI SE FROM RHODES CANYON RANGE CENTER.
 CX0170'ABOUT 4.0 MILES SOUTHEAST ALONG WHITE SANDS MISSILE RANGE ROUTE 6 FROM
 CX0170'THE HEADQUARTERS BUILDING AT RHODES CANYON RANGE CENTER, THENCE 3.1
 CX0170'MILES SOUTH ALONG WHITE SANDS MISSILE RANGE ROUTE 304, THENCE 13.55
 CX0170'MILES SOUTH ALONG A BLADED DIRT ROAD, THENCE 7.95 MILES EAST ALONG
 CX0170'WHITE SANDS MISSILE RANGE ROUTE 303, IN S 28, T 16 S, T 6 E, 1.0 MILE
 CX0170'EAST OF A POWER LINE CROSSING THE ROAD, 116 FEET SOUTH OF THE CENTER
 CX0170'LINE OF THE ROAD, 2.5 FEET SOUTH OF A METAL WITNESS POST, ABOUT LEVEL
 CX0170'WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 8
 CX0170'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0472 ***********************************************************************
 DS0472  DESIGNATION -  A 332
 DS0472  PID         -  DS0472
 DS0472  STATE/COUNTY-  NM/LINCOLN
 DS0472  USGS QUAD   -  THREE RIVERS NW (1981)
 DS0472
 DS0472                         *CURRENT SURVEY CONTROL
 DS0472  ___________________________________________________________________
 DS0472* NAD 83(1986)-  33 29 37.     (N)    106 07 32.     (W)     SCALED    
 DS0472* NAVD 88     -      1406.350  (meters)    4614.00   (feet)  ADJUSTED  
 DS0472  ___________________________________________________________________
 DS0472  GEOID HEIGHT-         -21.51  (meters)                     GEOID03
 DS0472  DYNAMIC HT  -        1404.343 (meters)    4607.42  (feet)  COMP
 DS0472  MODELED GRAV-     979,160.7   (mgal)                       NAVD 88
 DS0472
 DS0472  VERT ORDER  -  SECOND    CLASS 0
 DS0472
 DS0472.The horizontal coordinates were scaled from a topographic map and have
 DS0472.an estimated accuracy of +/- 6 seconds.
 DS0472
 DS0472.The orthometric height was determined by differential leveling
 DS0472.and adjusted by the National Geodetic Survey in June 1991..
 DS0472
 DS0472.The geoid height was determined by GEOID03.
 DS0472
 DS0472.The dynamic height is computed by dividing the NAVD 88
 DS0472.geopotential number by the normal gravity value computed on the
 DS0472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0472.degrees latitude (g = 980.6199 gals.).
 DS0472
 DS0472.The modeled gravity was interpolated from observed gravity values.
 DS0472
 DS0472;                    North         East    Units  Estimated Accuracy
 DS0472;SPC NM C     -   276,500.      511,560.      MT  (+/- 180 meters Scaled)
 DS0472
 DS0472                          SUPERSEDED SURVEY CONTROL
 DS0472
 DS0472  NGVD 29 (??/??/92) 1405.711  (m)         4611.90   (f) ADJ UNCH    2 0
 DS0472
 DS0472.Superseded values are not recommended for survey control.
 DS0472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0472.See file dsdata.txt to determine how the superseded data were derived.
 DS0472
 DS0472_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT954065(NAD 83)
 DS0472_MARKER: DB = BENCH MARK DISK
 DS0472_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DS0472_SP_SET: 28.5 FT
 DS0472_STAMPING: A 332 1966
 DS0472_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DS0472
 DS0472  HISTORY     - Date     Condition        Report By
 DS0472  HISTORY     - 1966     MONUMENTED       CGS
 DS0472
 DS0472                          STATION DESCRIPTION
 DS0472
 DS0472'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 DS0472'5.0 MI W FROM OSCURO.
 DS0472'ABOUT 4.0 MILES NORTHWEST ALONG WHITE SANDS MISSILE RANGE ROUTE 12
 DS0472'FROM THE STORE AT OSCURO, THENCE 1.0 MILE SOUTHWEST ALONG WHITE SANDS
 DS0472'MISSILE RANGE ROUTE 312, 0.5 MILE NORTHEAST OF A POWER LINE CROSSING
 DS0472'THE ROAD, 40 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 83 FEET
 DS0472'SOUTH OF THE CENTER OF A WASH, 67 FEET SOUTHWEST OF A POWER POLE, IN
 DS0472'LINE WITH A ROW OF POWER POLES, 1.5 FEET NORTHWEST OF A METAL WITNESS
 DS0472'POST, ABOUT LEVEL WITH THE ROAD, AND ON THE TOP OF A 5/8-INCH COPPER
 DS0472'COATED ROD THAT IS DRIVEN TO A DEPTH OF 28 1/2 FEET AND IS ENCASED IN
 DS0472'A 6-INCH CAST IRON PIPE PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0113 ***********************************************************************
 DS0113  DESIGNATION -  A 333
 DS0113  PID         -  DS0113
 DS0113  STATE/COUNTY-  NM/SOCORRO
 DS0113  USGS QUAD   -  TRINITY SITE (1981)
 DS0113
 DS0113                         *CURRENT SURVEY CONTROL
 DS0113  ___________________________________________________________________
 DS0113* NAD 83(1986)-  33 42 22.     (N)    106 26 50.     (W)     SCALED    
 DS0113* NAVD 88     -      1576.902  (meters)    5173.55   (feet)  ADJUSTED  
 DS0113  ___________________________________________________________________
 DS0113  GEOID HEIGHT-         -21.83  (meters)                     GEOID03
 DS0113  DYNAMIC HT  -        1574.622 (meters)    5166.07  (feet)  COMP
 DS0113  MODELED GRAV-     979,135.1   (mgal)                       NAVD 88
 DS0113
 DS0113  VERT ORDER  -  SECOND    CLASS 0
 DS0113
 DS0113.The horizontal coordinates were scaled from a topographic map and have
 DS0113.an estimated accuracy of +/- 6 seconds.
 DS0113
 DS0113.The orthometric height was determined by differential leveling
 DS0113.and adjusted by the National Geodetic Survey in June 1991..
 DS0113
 DS0113.The geoid height was determined by GEOID03.
 DS0113
 DS0113.The dynamic height is computed by dividing the NAVD 88
 DS0113.geopotential number by the normal gravity value computed on the
 DS0113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0113.degrees latitude (g = 980.6199 gals.).
 DS0113
 DS0113.The modeled gravity was interpolated from observed gravity values.
 DS0113
 DS0113;                    North         East    Units  Estimated Accuracy
 DS0113;SPC NM C     -   300,080.      481,720.      MT  (+/- 180 meters Scaled)
 DS0113
 DS0113                          SUPERSEDED SURVEY CONTROL
 DS0113
 DS0113  NGVD 29 (??/??/92) 1576.200  (m)         5171.25   (f) ADJ UNCH    2 0
 DS0113
 DS0113.Superseded values are not recommended for survey control.
 DS0113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0113.See file dsdata.txt to determine how the superseded data were derived.
 DS0113
 DS0113_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT658305(NAD 83)
 DS0113_MARKER: DB = BENCH MARK DISK
 DS0113_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0113_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0113_STAMPING: A 333 1966
 DS0113_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0113+STABILITY: SURFACE MOTION
 DS0113
 DS0113  HISTORY     - Date     Condition        Report By
 DS0113  HISTORY     - 1966     MONUMENTED       CGS
 DS0113
 DS0113                          STATION DESCRIPTION
 DS0113
 DS0113'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 DS0113'17.0 MI SE FROM STALLION RANGE CENTER.
 DS0113'ABOUT 2.0 MILES SOUTHEAST ALONG WHITE SANDS MISSILE RANGE ROUTE 7 FROM
 DS0113'THE HEADQUARTERS BUILDING AT STALLION RANGE CENTER, THENCE 10.6 MILES
 DS0113'EAST ALONG WHITE SANDS MISSILE RANGE ROUTE 24, THENCE 4.4 MILES
 DS0113'SOUTHEAST ALONG A TELEPHONE LINE SERVICE ROAD, IN S 16, T 7 S, R 5 E,
 DS0113'15 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 8 FEET SOUTHEAST OF
 DS0113'THE 1ST TELEPHONE POLE SOUTHEAST OF A DOUBLE TELEPHONE POLE BRACED BY
 DS0113'4 GUY WIRES, IN LINE WITH A ROW OF TELEPHONE POLES, 1.5 FEET NORTHWEST
 DS0113'OF A METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD, AND
 DS0113'SET IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0352 ***********************************************************************
 CX0352  DESIGNATION -  A 334
 CX0352  PID         -  CX0352
 CX0352  STATE/COUNTY-  NM/OTERO
 CX0352  USGS QUAD   -  NEWMAN (1955)
 CX0352
 CX0352                         *CURRENT SURVEY CONTROL
 CX0352  ___________________________________________________________________
 CX0352* NAD 83(1986)-  32 02 32.     (N)    106 17 51.     (W)     SCALED    
 CX0352* NAVD 88     -      1224.565  (meters)    4017.59   (feet)  ADJUSTED  
 CX0352  ___________________________________________________________________
 CX0352  GEOID HEIGHT-         -23.82  (meters)                     GEOID03
 CX0352  DYNAMIC HT  -        1222.710 (meters)    4011.51  (feet)  COMP
 CX0352  MODELED GRAV-     979,082.6   (mgal)                       NAVD 88
 CX0352
 CX0352  VERT ORDER  -  FIRST     CLASS II
 CX0352
 CX0352.The horizontal coordinates were scaled from a topographic map and have
 CX0352.an estimated accuracy of +/- 6 seconds.
 CX0352
 CX0352.The orthometric height was determined by differential leveling
 CX0352.and adjusted by the National Geodetic Survey in June 1991..
 CX0352
 CX0352.The geoid height was determined by GEOID03.
 CX0352
 CX0352.The dynamic height is computed by dividing the NAVD 88
 CX0352.geopotential number by the normal gravity value computed on the
 CX0352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0352.degrees latitude (g = 980.6199 gals.).
 CX0352
 CX0352.The modeled gravity was interpolated from observed gravity values.
 CX0352
 CX0352;                    North         East    Units  Estimated Accuracy
 CX0352;SPC NM C     -   115,550.      495,510.      MT  (+/- 180 meters Scaled)
 CX0352
 CX0352                          SUPERSEDED SURVEY CONTROL
 CX0352
 CX0352  NGVD 29 (??/??/92) 1223.959  (m)         4015.61   (f) ADJ UNCH    1 2
 CX0352
 CX0352.Superseded values are not recommended for survey control.
 CX0352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0352.See file dsdata.txt to determine how the superseded data were derived.
 CX0352
 CX0352_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR774458(NAD 83)
 CX0352_MARKER: DB = BENCH MARK DISK
 CX0352_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX0352_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CX0352_STAMPING: A 334 1966
 CX0352_PROJECTION: FLUSH
 CX0352_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX0352+STABILITY: SURFACE MOTION
 CX0352
 CX0352  HISTORY     - Date     Condition        Report By
 CX0352  HISTORY     - 1966     MONUMENTED       CGS
 CX0352  HISTORY     - 1967     GOOD             NGS
 CX0352  HISTORY     - 1981     GOOD             NGS
 CX0352
 CX0352                          STATION DESCRIPTION
 CX0352
 CX0352'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 CX0352'3.15 MI NE FROM NEWMAN, TEXAS.
 CX0352'ABOUT 3.15 MILES NORTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 CX0352'THE POST OFFICE AT NEWMAN, IN S 14, T 26 S, R 6 E, 78 FEET NORTHWEST
 CX0352'OF THE NORTHWEST RAIL OF THE MAIN TRACK, 95 FEET SOUTHEAST OF THE
 CX0352'CENTER LINE OF U.S. HIGHWAY 54, 66 FEET NORTH OF THE 4TH TELEPHONE
 CX0352'POLE NORTHEAST OF MILEPOST 1319, 50 FEET SOUTHEAST OF THE CENTER LINE
 CX0352'OF A DIRT ROAD, 50 FEET SOUTH OF A HIGHWAY RIGHT-OF-WAY MARKER, 2 FEET
 CX0352'SOUTHEAST OF A METAL WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL OF THE
 CX0352'DIRT ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 7 INCHES.
 CX0352
 CX0352                          STATION RECOVERY (1981)
 CX0352
 CX0352'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CX0352'5.3 KM (3.3 MI) NORTHEAST ALONG U.S. HIGHWAY 54 FROM THE
 CX0352'TEXAS-NEW MEXICO STATE LINE IN NEWMAN, 4 POLES NORTHEAST OF RAILROAD
 CX0352'MILE POST 1319, 0.4 KM (0.25 MI) NORTHEAST OF MILE POST 3, 30.0
 CX0352'METERS (95.0 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 23.8
 CX0352'METERS (78.0 FT) NORTHWEST OF THE NEAR RAIL OF THE SOUTHERN PACIFIC
 CX0352'RAILROAD AND 20.1 METERS (66.0 FT) NORTH OF A UTILITY POLE.
 CX0352'THE MARK IS 0.5 METERS  NE FROM A WITNESS POST.
 CX0352'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0744 ***********************************************************************
 CX0744  DESIGNATION -  A 335
 CX0744  PID         -  CX0744
 CX0744  STATE/COUNTY-  NM/DONA ANA
 CX0744  USGS QUAD   -  ANTHONY (1955)
 CX0744
 CX0744                         *CURRENT SURVEY CONTROL
 CX0744  ___________________________________________________________________
 CX0744* NAD 83(1986)-  32 00 40.     (N)    106 31 02.     (W)     SCALED    
 CX0744* NAVD 88     -      1351.042  (meters)    4432.54   (feet)  ADJUSTED  
 CX0744  ___________________________________________________________________
 CX0744  GEOID HEIGHT-         -23.74  (meters)                     GEOID03
 CX0744  DYNAMIC HT  -        1349.034 (meters)    4425.96  (feet)  COMP
 CX0744  MODELED GRAV-     979,104.9   (mgal)                       NAVD 88
 CX0744
 CX0744  VERT ORDER  -  FIRST     CLASS II
 CX0744
 CX0744.The horizontal coordinates were scaled from a topographic map and have
 CX0744.an estimated accuracy of +/- 6 seconds.
 CX0744
 CX0744.The orthometric height was determined by differential leveling
 CX0744.and adjusted by the National Geodetic Survey in June 1991..
 CX0744
 CX0744.The geoid height was determined by GEOID03.
 CX0744
 CX0744.The dynamic height is computed by dividing the NAVD 88
 CX0744.geopotential number by the normal gravity value computed on the
 CX0744.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0744.degrees latitude (g = 980.6199 gals.).
 CX0744
 CX0744.The modeled gravity was interpolated from observed gravity values.
 CX0744
 CX0744;                    North         East    Units  Estimated Accuracy
 CX0744;SPC NM C     -   112,130.      474,760.      MT  (+/- 180 meters Scaled)
 CX0744
 CX0744                          SUPERSEDED SURVEY CONTROL
 CX0744
 CX0744  NGVD 29 (??/??/92) 1350.500  (m)         4430.77   (f) ADJ UNCH    1 2
 CX0744
 CX0744.Superseded values are not recommended for survey control.
 CX0744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0744.See file dsdata.txt to determine how the superseded data were derived.
 CX0744
 CX0744_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR567426(NAD 83)
 CX0744_MARKER: DB = BENCH MARK DISK
 CX0744_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CX0744_SP_SET: FOUNDATION
 CX0744_STAMPING: A 335 1966
 CX0744_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CX0744
 CX0744  HISTORY     - Date     Condition        Report By
 CX0744  HISTORY     - 1966     MONUMENTED       CGS
 CX0744  HISTORY     - 1967     GOOD             NGS
 CX0744
 CX0744                          STATION DESCRIPTION
 CX0744
 CX0744'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 CX0744'7.95 MI NE FROM ANTHONY, TEXAS.
 CX0744'ABOUT 2.0 MILES NORTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 CX0744'RAILWAY FROM THE STATION AT ANTHONY, THENCE 5.95 MILES EAST ALONG
 CX0744'STATE HIGHWAY 404 WHICH IS OHARA ROAD, IN S 27, T 26 S, R 4 E, 0.4
 CX0744'MILE WEST OF A POWER LINE CROSSING THE HIGHWAY, NEAR THE CREST OF A
 CX0744'HILL, 72 FEET SOUTH OF THE CENTER LINE OF THE ROAD, SET IN THE TOP OF
 CX0744'THE NORTHWEST CORNER OF THE CONCRETE FOUNDATION OF THE MONUMENT WHICH
 CX0744'IS A MEMORIAL TO CHARLES F. OHARA, 3 FEET NORTH OF THE SOUTH
 CX0744'RIGHT-OF-WAY FENCE OF THE HIGHWAY, AND ABOUT 2 FEET ABOVE THE LEVEL OF
 CX0744'THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0434 ***********************************************************************
 CX0434  DESIGNATION -  A 336
 CX0434  PID         -  CX0434
 CX0434  STATE/COUNTY-  NM/DONA ANA
 CX0434  USGS QUAD   -  WHITE SANDS (1955)
 CX0434
 CX0434                         *CURRENT SURVEY CONTROL
 CX0434  ___________________________________________________________________
 CX0434* NAD 83(1986)-  32 22 51.     (N)    106 28 46.     (W)     SCALED    
 CX0434* NAVD 88     -      1293.135  (meters)    4242.56   (feet)  ADJUSTED  
 CX0434  ___________________________________________________________________
 CX0434  GEOID HEIGHT-         -23.56  (meters)                     GEOID03
 CX0434  DYNAMIC HT  -        1291.194 (meters)    4236.19  (feet)  COMP
 CX0434  MODELED GRAV-     979,093.3   (mgal)                       NAVD 88
 CX0434
 CX0434  VERT ORDER  -  FIRST     CLASS II
 CX0434
 CX0434.The horizontal coordinates were scaled from a topographic map and have
 CX0434.an estimated accuracy of +/- 6 seconds.
 CX0434
 CX0434.The orthometric height was determined by differential leveling
 CX0434.and adjusted by the National Geodetic Survey in June 1991..
 CX0434
 CX0434.The geoid height was determined by GEOID03.
 CX0434
 CX0434.The dynamic height is computed by dividing the NAVD 88
 CX0434.geopotential number by the normal gravity value computed on the
 CX0434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0434.degrees latitude (g = 980.6199 gals.).
 CX0434
 CX0434.The modeled gravity was interpolated from observed gravity values.
 CX0434
 CX0434;                    North         East    Units  Estimated Accuracy
 CX0434;SPC NM C     -   153,120.      478,410.      MT  (+/- 180 meters Scaled)
 CX0434
 CX0434                          SUPERSEDED SURVEY CONTROL
 CX0434
 CX0434  NGVD 29 (??/??/92) 1292.535  (m)         4240.59   (f) ADJ UNCH    1 2
 CX0434
 CX0434.Superseded values are not recommended for survey control.
 CX0434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0434.See file dsdata.txt to determine how the superseded data were derived.
 CX0434
 CX0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR608836(NAD 83)
 CX0434_MARKER: DB = BENCH MARK DISK
 CX0434_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CX0434_SP_SET: FOUNDATION
 CX0434_STAMPING: A 336 1966
 CX0434_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CX0434
 CX0434  HISTORY     - Date     Condition        Report By
 CX0434  HISTORY     - 1966     MONUMENTED       CGS
 CX0434  HISTORY     - 1967     GOOD             NGS
 CX0434
 CX0434                          STATION DESCRIPTION
 CX0434
 CX0434'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 CX0434'IN W S M R HEADQUARTERS.
 CX0434'AT THE WHITE SANDS MISSILE RANGE HEADQUARTERS BUILDING, IN S 24, T 22
 CX0434'S, R 4 E, 76 FEET WEST OF THE CENTER OF THE MEDIAN OF HEADQUARTERS
 CX0434'AVENUE, 61 FEET NORTH OF THE EXTENDED CENTER LINE OF NIKE AVENUE, SET
 CX0434'IN THE TOP OF THE EAST SIDE OF THE ROUND CONCRETE FOUNDATION OF A FLAG
 CX0434'POLE, 111 FEET EAST OF THE LOWER STEP OF A FLIGHT OF STEPS LEADING TO
 CX0434'THE EAST MAIN ENTRANCE TO THE BUILDING, 10 1/2 FEET EAST OF A METAL
 CX0434'FLAG POLE, AND ABOUT 1/2 FOOT BELOW THE LEVEL OF THE AVENUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0532 ***********************************************************************
 CX0532  DESIGNATION -  A 337
 CX0532  PID         -  CX0532
 CX0532  STATE/COUNTY-  NM/DONA ANA
 CX0532  USGS QUAD   -  WHITE SANDS (1955)
 CX0532
 CX0532                         *CURRENT SURVEY CONTROL
 CX0532  ___________________________________________________________________
 CX0532* NAD 83(1986)-  32 29 23.     (N)    106 25 38.     (W)     SCALED    
 CX0532* NAVD 88     -      1230.255  (meters)    4036.26   (feet)  ADJUSTED  
 CX0532  ___________________________________________________________________
 CX0532  GEOID HEIGHT-         -23.51  (meters)                     GEOID03
 CX0532  DYNAMIC HT  -        1228.424 (meters)    4030.25  (feet)  COMP
 CX0532  MODELED GRAV-     979,108.9   (mgal)                       NAVD 88
 CX0532
 CX0532  VERT ORDER  -  SECOND    CLASS 0
 CX0532
 CX0532.The horizontal coordinates were scaled from a topographic map and have
 CX0532.an estimated accuracy of +/- 6 seconds.
 CX0532
 CX0532.The orthometric height was determined by differential leveling
 CX0532.and adjusted by the National Geodetic Survey in June 1991..
 CX0532
 CX0532.The geoid height was determined by GEOID03.
 CX0532
 CX0532.The dynamic height is computed by dividing the NAVD 88
 CX0532.geopotential number by the normal gravity value computed on the
 CX0532.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0532.degrees latitude (g = 980.6199 gals.).
 CX0532
 CX0532.The modeled gravity was interpolated from observed gravity values.
 CX0532
 CX0532;                    North         East    Units  Estimated Accuracy
 CX0532;SPC NM C     -   165,180.      483,350.      MT  (+/- 180 meters Scaled)
 CX0532
 CX0532                          SUPERSEDED SURVEY CONTROL
 CX0532
 CX0532  NGVD 29 (??/??/92) 1229.663  (m)         4034.32   (f) ADJ UNCH    2 0
 CX0532
 CX0532.Superseded values are not recommended for survey control.
 CX0532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0532.See file dsdata.txt to determine how the superseded data were derived.
 CX0532
 CX0532_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR659956(NAD 83)
 CX0532_MARKER: DB = BENCH MARK DISK
 CX0532_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CX0532_SP_SET: MONUMENT
 CX0532_STAMPING: A 337 1968
 CX0532_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX0532
 CX0532  HISTORY     - Date     Condition        Report By
 CX0532  HISTORY     - 1968     MONUMENTED       CGS
 CX0532
 CX0532                          STATION DESCRIPTION
 CX0532
 CX0532'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 CX0532'9.0 MI NNE FROM WHITE SANDS MISSILE RANGE HDQ.
 CX0532'4.2 MILES NORTH ALONG MAIN ACCESS ROAD FROM THE WHITE SANDS MISSILE
 CX0532'RANGE HEADQUARTERS, THENCE 4.6 MILES NORTHEAST ALONG U. S. HIGHWAY 70,
 CX0532'THENCE 2.3 MILES NORTHWEST ALONG WSMR ROUTE 7.  IT IS NEAR A LONE
 CX0532'COTTONWOOD TREE 120 FEET EAST OF THE CENTERLINE OF THE ROAD, 100 FEET
 CX0532'NORTH OF A TELEPHONE POLE, 74 FEET SOUTH OF A TELEPHONE POLE, 5 FEET
 CX0532'EAST OF A METAL WITNESS SIGN SET IN THE TOP OF A 12-INCH IN DIAMETER
 CX0532'CONCRETE MONUMENT THAT PROJECTS ABOUT 0.5 FOOT ABOVE THE GROUND AND IS
 CX0532'ABOUT 7 FEET BELOW ELEVATION OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0542 ***********************************************************************
 CX0542  DESIGNATION -  A 338
 CX0542  PID         -  CX0542
 CX0542  STATE/COUNTY-  NM/DONA ANA
 CX0542  USGS QUAD   -  DAVIES TANK (1994)
 CX0542
 CX0542                         *CURRENT SURVEY CONTROL
 CX0542  ___________________________________________________________________
 CX0542* NAD 83(1986)-  32 17 38.     (N)    106 23 03.     (W)     SCALED    
 CX0542* NAVD 88     -      1216.631  (meters)    3991.56   (feet)  ADJUSTED  
 CX0542  ___________________________________________________________________
 CX0542  GEOID HEIGHT-         -23.80  (meters)                     GEOID03
 CX0542  DYNAMIC HT  -        1214.798 (meters)    3985.55  (feet)  COMP
 CX0542  MODELED GRAV-     979,090.7   (mgal)                       NAVD 88
 CX0542
 CX0542  VERT ORDER  -  SECOND    CLASS 0
 CX0542
 CX0542.The horizontal coordinates were scaled from a topographic map and have
 CX0542.an estimated accuracy of +/- 6 seconds.
 CX0542
 CX0542.The orthometric height was determined by differential leveling
 CX0542.and adjusted by the National Geodetic Survey in June 1991..
 CX0542
 CX0542.The geoid height was determined by GEOID03.
 CX0542
 CX0542.The dynamic height is computed by dividing the NAVD 88
 CX0542.geopotential number by the normal gravity value computed on the
 CX0542.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0542.degrees latitude (g = 980.6199 gals.).
 CX0542
 CX0542.The modeled gravity was interpolated from observed gravity values.
 CX0542
 CX0542;                    North         East    Units  Estimated Accuracy
 CX0542;SPC NM C     -   143,460.      487,360.      MT  (+/- 180 meters Scaled)
 CX0542
 CX0542                          SUPERSEDED SURVEY CONTROL
 CX0542
 CX0542  NGVD 29 (??/??/92) 1216.037  (m)         3989.61   (f) ADJ UNCH    2 0
 CX0542
 CX0542.Superseded values are not recommended for survey control.
 CX0542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0542.See file dsdata.txt to determine how the superseded data were derived.
 CX0542
 CX0542_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR696738(NAD 83)
 CX0542_MARKER: DB = BENCH MARK DISK
 CX0542_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CX0542_SP_SET: MONUMENT
 CX0542_STAMPING: A 338 1969
 CX0542_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX0542
 CX0542  HISTORY     - Date     Condition        Report By
 CX0542  HISTORY     - 1969     MONUMENTED       CGS
 CX0542
 CX0542                          STATION DESCRIPTION
 CX0542
 CX0542'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CX0542'8.7 MI SSE FROM WHITE SANDS MISSILE RANGE HDQ.
 CX0542'8.7 MILES SOUTH ALONG WAR HIGHWAY 11 FROM WHITE SANDS MISSILE RANGE
 CX0542'HEADQUARTERS.  THENCE 0.7 MILE EAST ALONG A DIRT ROAD.  THENCE TAKE
 CX0542'LEFT FORK EAST NORTHEAST ALONG DIRT ROAD 0.3 MILE.  IT IS 59.0 FEET
 CX0542'NORTH OF THE CENTERLINE OF THE ROAD, 4 FEET EAST OF A METAL WITNESS
 CX0542'SIGN AND SET IN THE TOP OF A CONCRETE MONUMENT THAT IS 12-INCHES IN
 CX0542'DIAMETER AND PROJECTS ABOUT 6-INCHES ABOVE THE GROUND.  IT IS ABOUT 1
 CX0542'FOOT ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0080 ***********************************************************************
 CW0080  DESIGNATION -  A 34
 CW0080  PID         -  CW0080
 CW0080  STATE/COUNTY-  NM/EDDY
 CW0080  USGS QUAD   -  SPRING LAKE (1975)
 CW0080
 CW0080                         *CURRENT SURVEY CONTROL
 CW0080  ___________________________________________________________________
 CW0080* NAD 83(1986)-  32 50 34.     (N)    104 22 23.     (W)     SCALED    
 CW0080* NAVD 88     -      1020.141  (meters)    3346.91   (feet)  POSTED    
 CW0080  ___________________________________________________________________
 CW0080  GEOID HEIGHT-         -23.15  (meters)                     GEOID03
 CW0080  DYNAMIC HT  -        1018.730 (meters)    3342.28  (feet)  COMP
 CW0080  MODELED GRAV-     979,222.3   (mgal)                       NAVD 88
 CW0080
 CW0080  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 CW0080
 CW0080.The horizontal coordinates were scaled from a topographic map and have
 CW0080.an estimated accuracy of +/- 6 seconds.
 CW0080
 CW0080.The orthometric height was determined by differential leveling
 CW0080.and adjusted by the National Geodetic Survey in 1992..
 CW0080.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 CW0080.rate greater than 8.0 mm/km.
 CW0080
 CW0080.The geoid height was determined by GEOID03.
 CW0080
 CW0080.The dynamic height is computed by dividing the NAVD 88
 CW0080.geopotential number by the normal gravity value computed on the
 CW0080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0080.degrees latitude (g = 980.6199 gals.).
 CW0080
 CW0080.The modeled gravity was interpolated from observed gravity values.
 CW0080
 CW0080;                    North         East    Units  Estimated Accuracy
 CW0080;SPC NM E     -   204,320.      161,280.      MT  (+/- 180 meters Scaled)
 CW0080
 CW0080                          SUPERSEDED SURVEY CONTROL
 CW0080
 CW0080  NGVD 29 (??/??/92) 1019.767  (m)         3345.69   (f) ADJ UNCH    1 2
 CW0080
 CW0080.Superseded values are not recommended for survey control.
 CW0080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0080.See file dsdata.txt to determine how the superseded data were derived.
 CW0080
 CW0080_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES586340(NAD 83)
 CW0080_MARKER: DB = BENCH MARK DISK
 CW0080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CW0080_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CW0080_STAMPING: A 34, 1933
 CW0080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CW0080+STABILITY: SURFACE MOTION
 CW0080
 CW0080  HISTORY     - Date     Condition        Report By
 CW0080  HISTORY     - 1933     MONUMENTED       CGS
 CW0080  HISTORY     - 1934     GOOD             NGS
 CW0080  HISTORY     - 1957     MARK NOT FOUND   NGS
 CW0080
 CW0080                          STATION DESCRIPTION
 CW0080
 CW0080'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CW0080'1.4 MI E FROM ARTESIA.
 CW0080'1.4 MILES EAST OF DEPOT ON STATE HWY. NO. 83 2.9 MILES WEST OF PECOS
 CW0080'RIVER HIGHWAY BRIDGE, ABOUT 900 FEET NORTHEAST OF OLD RANCH BUILDINGS,
 CW0080'30 FEET NORTH OF CENTERLINE OF STATE HIGHWAY NO. 83 AND 5 FEET NORTH
 CW0080'OF FENCE LINE.
 CW0080
 CW0080                          STATION RECOVERY (1957)
 CW0080
 CW0080'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 CW0080'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0693 ***********************************************************************
 DR0693  DESIGNATION -  A 340
 DR0693  PID         -  DR0693
 DR0693  STATE/COUNTY-  NM/LINCOLN
 DR0693  USGS QUAD   -  CARRIZOZO EAST (1982)
 DR0693
 DR0693                         *CURRENT SURVEY CONTROL
 DR0693  ___________________________________________________________________
 DR0693* NAD 83(1986)-  33 38 50.     (N)    105 52 22.     (W)     SCALED    
 DR0693* NAVD 88     -      1654.939  (meters)    5429.58   (feet)  ADJUSTED  
 DR0693  ___________________________________________________________________
 DR0693  GEOID HEIGHT-         -20.30  (meters)                     GEOID03
 DR0693  DYNAMIC HT  -        1652.550 (meters)    5421.74  (feet)  COMP
 DR0693  MODELED GRAV-     979,134.4   (mgal)                       NAVD 88
 DR0693
 DR0693  VERT ORDER  -  FIRST     CLASS II
 DR0693
 DR0693.The horizontal coordinates were scaled from a topographic map and have
 DR0693.an estimated accuracy of +/- 6 seconds.
 DR0693
 DR0693.The orthometric height was determined by differential leveling
 DR0693.and adjusted by the National Geodetic Survey in June 1991..
 DR0693
 DR0693.The geoid height was determined by GEOID03.
 DR0693
 DR0693.The dynamic height is computed by dividing the NAVD 88
 DR0693.geopotential number by the normal gravity value computed on the
 DR0693.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0693.degrees latitude (g = 980.6199 gals.).
 DR0693
 DR0693.The modeled gravity was interpolated from observed gravity values.
 DR0693
 DR0693;                    North         East    Units  Estimated Accuracy
 DR0693;SPC NM C     -   293,590.      534,990.      MT  (+/- 180 meters Scaled)
 DR0693
 DR0693                          SUPERSEDED SURVEY CONTROL
 DR0693
 DR0693  NGVD 29 (??/??/92) 1654.259  (m)         5427.35   (f) ADJ UNCH    1 2
 DR0693
 DR0693.Superseded values are not recommended for survey control.
 DR0693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0693.See file dsdata.txt to determine how the superseded data were derived.
 DR0693
 DR0693_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDT190233(NAD 83)
 DR0693_MARKER: DB = BENCH MARK DISK
 DR0693_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DR0693_SP_SET: CULVERT
 DR0693_STAMPING: A 340 1969
 DR0693_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR0693
 DR0693  HISTORY     - Date     Condition        Report By
 DR0693  HISTORY     - 1969     MONUMENTED       CGS
 DR0693  HISTORY     - 1980     GOOD             NGS
 DR0693  HISTORY     - 20050708 MARK NOT FOUND   USPSQD
 DR0693
 DR0693                          STATION DESCRIPTION
 DR0693
 DR0693'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 DR0693'0.7 MI NW FROM CARRIZOZO.
 DR0693'ABOUT 0.45 MILE NORTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 DR0693'THE STATION AT CARRIZOZO, THENCE 0.25 MILE NORTHWEST ALONG U.S.
 DR0693'HIGHWAY 380, 101 1/2 FEET SOUTHEAST OF THE INTERSECTION OF THE HIGHWAY
 DR0693'AND SIXTH STREET, 19 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 DR0693'SET IN THE TOP AND 1.5 FEET SOUTHEAST OF THE NORTHWEST END OF THE
 DR0693'SOUTHWEST CONCRETE HEADWALL OF A 3- X 14-FOOT CONCRETE CULVERT, AND
 DR0693'ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY.
 DR0693
 DR0693                          STATION RECOVERY (1980)
 DR0693
 DR0693'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DR0693'0.4 KM (0.25 MI) NORTHWEST ALONG U.S. HIGHWAY 380 FROM THE JUNCTION
 DR0693'OF U.S. HIGHWAYS 380 AND 54 IN CARRIZOZO, IN TOP OF THE NORTHWEST
 DR0693'END OF THE SOUTHWEST HEADWALL OF A CONCRETE CULVERT, 31.0 METERS
 DR0693'(101.5 FT) SOUTHEAST OF THE JUNCTION OF THE HIGHWAY AND 6TH STREET,
 DR0693'5.8 METERS (19.0 FT) SOUTHWEST OF THE CENTER OF THE HIGHWAY AND
 DR0693'0.5 METER (1.5 FT) SOUTHEAST OF THE NORTHWEST END OF THE HEADALL.
 DR0693'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 DR0693
 DR0693                          STATION RECOVERY (2005)
 DR0693
 DR0693'RECOVERY NOTE BY US POWER SQUADRON 2005 (BJK)
 DR0693'THIS IS A FOUR LANE HIGHWAY WITH MODERN DRAINAGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0030 ***********************************************************************
 DS0030  DESIGNATION -  A 341
 DS0030  PID         -  DS0030
 DS0030  STATE/COUNTY-  NM/SOCORRO
 DS0030  USGS QUAD   -  GARDEN SPRING CANYON (1982)
 DS0030
 DS0030                         *CURRENT SURVEY CONTROL
 DS0030  ___________________________________________________________________
 DS0030* NAD 83(1986)-  33 49 27.     (N)    106 16 15.     (W)     SCALED    
 DS0030* NAVD 88     -      1922.927  (meters)    6308.80   (feet)  ADJUSTED  
 DS0030  ___________________________________________________________________
 DS0030  GEOID HEIGHT-         -20.99  (meters)                     GEOID03
 DS0030  DYNAMIC HT  -        1920.056 (meters)    6299.38  (feet)  COMP
 DS0030  MODELED GRAV-     979,074.0   (mgal)                       NAVD 88
 DS0030
 DS0030  VERT ORDER  -  FIRST     CLASS II
 DS0030
 DS0030.The horizontal coordinates were scaled from a topographic map and have
 DS0030.an estimated accuracy of +/- 6 seconds.
 DS0030
 DS0030.The orthometric height was determined by differential leveling
 DS0030.and adjusted by the National Geodetic Survey in June 1991..
 DS0030
 DS0030.The geoid height was determined by GEOID03.
 DS0030
 DS0030.The dynamic height is computed by dividing the NAVD 88
 DS0030.geopotential number by the normal gravity value computed on the
 DS0030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0030.degrees latitude (g = 980.6199 gals.).
 DS0030
 DS0030.The modeled gravity was interpolated from observed gravity values.
 DS0030
 DS0030;                    North         East    Units  Estimated Accuracy
 DS0030;SPC NM C     -   313,150.      498,070.      MT  (+/- 180 meters Scaled)
 DS0030
 DS0030                          SUPERSEDED SURVEY CONTROL
 DS0030
 DS0030  NGVD 29 (??/??/92) 1922.136  (m)         6306.21   (f) ADJ UNCH    1 2
 DS0030
 DS0030.Superseded values are not recommended for survey control.
 DS0030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0030.See file dsdata.txt to determine how the superseded data were derived.
 DS0030
 DS0030_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT823433(NAD 83)
 DS0030_MARKER: DB = BENCH MARK DISK
 DS0030_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DS0030_SP_SET: CULVERT
 DS0030_STAMPING: A 341 1969
 DS0030_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DS0030
 DS0030  HISTORY     - Date     Condition        Report By
 DS0030  HISTORY     - 1969     MONUMENTED       CGS
 DS0030
 DS0030                          STATION DESCRIPTION
 DS0030
 DS0030'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 DS0030'28.85 MI NW FROM CARRIZOZO.
 DS0030'ABOUT 0.45 MILE NORTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 DS0030'THE STATION AT CARRIZOZO, THENCE 28.4 MILES NORTHWEST ALONG U.S.
 DS0030'HIGHWAY 380, IN SECTION 36, T 5 S, R 6 E, 28 FEET NORTHEAST OF THE
 DS0030'CENTER LINE OF THE HIGHWAY, SET IN THE TOP AND 1.8 FEET SOUTHEAST OF
 DS0030'THE NORTHWEST END OF THE NORTHEAST CONCRETE HEADWALL OF A TWO-CHANNEL
 DS0030'CONCRETE CULVERT, AND ABOUT 6 FEET BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0215 ***********************************************************************
 DS0215  DESIGNATION -  A 342
 DS0215  PID         -  DS0215
 DS0215  STATE/COUNTY-  NM/SOCORRO
 DS0215  USGS QUAD   -  OSCURA PEAK (1982)
 DS0215
 DS0215                         *CURRENT SURVEY CONTROL
 DS0215  ___________________________________________________________________
 DS0215* NAD 83(1986)-  33 42 44.     (N)    106 16 38.     (W)     SCALED    
 DS0215* NAVD 88     -      1940.220  (meters)    6365.54   (feet)  ADJUSTED  
 DS0215  ___________________________________________________________________
 DS0215  GEOID HEIGHT-         -21.22  (meters)                     GEOID03
 DS0215  DYNAMIC HT  -        1937.307 (meters)    6355.98  (feet)  COMP
 DS0215  MODELED GRAV-     979,065.6   (mgal)                       NAVD 88
 DS0215
 DS0215  VERT ORDER  -  SECOND    CLASS 0
 DS0215
 DS0215.The horizontal coordinates were scaled from a topographic map and have
 DS0215.an estimated accuracy of +/- 6 seconds.
 DS0215
 DS0215.The orthometric height was determined by differential leveling
 DS0215.and adjusted by the National Geodetic Survey in June 1991..
 DS0215
 DS0215.The geoid height was determined by GEOID03.
 DS0215
 DS0215.The dynamic height is computed by dividing the NAVD 88
 DS0215.geopotential number by the normal gravity value computed on the
 DS0215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0215.degrees latitude (g = 980.6199 gals.).
 DS0215
 DS0215.The modeled gravity was interpolated from observed gravity values.
 DS0215
 DS0215;                    North         East    Units  Estimated Accuracy
 DS0215;SPC NM C     -   300,740.      497,480.      MT  (+/- 180 meters Scaled)
 DS0215
 DS0215                          SUPERSEDED SURVEY CONTROL
 DS0215
 DS0215  NGVD 29 (??/??/92) 1939.439  (m)         6362.98   (f) ADJ UNCH    2 0
 DS0215
 DS0215.Superseded values are not recommended for survey control.
 DS0215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0215.See file dsdata.txt to determine how the superseded data were derived.
 DS0215
 DS0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT816309(NAD 83)
 DS0215_MARKER: DB = BENCH MARK DISK
 DS0215_SETTING: 66 = SET IN ROCK OUTCROP
 DS0215_SP_SET: OUTCROP
 DS0215_STAMPING: A 342 1969
 DS0215_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DS0215+STABILITY: POSITION/ELEVATION WELL
 DS0215
 DS0215  HISTORY     - Date     Condition        Report By
 DS0215  HISTORY     - 1969     MONUMENTED       CGS
 DS0215
 DS0215                          STATION DESCRIPTION
 DS0215
 DS0215'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 DS0215'24.4 MI NW FROM OSCURO.
 DS0215'ABOUT 7.75 MILES NORTHWEST ALONG WHITE SANDS MISSILE RANGE ROUTE 12
 DS0215'FROM THE STORE AT OSCURO, THENCE 16.65 MILES NORTHWEST ALONG WHITE
 DS0215'SANDS MISSILE RANGE ROUTE 9, IN SECTION 13, T 7 S, R 6 E, 29 FEET
 DS0215'SOUTHWEST OF THE CENTER LINE OF THE ROUTE, SET IN THE TOP OF A 3- X
 DS0215'5-FOOT ROCK OUTCROP, 1.3 FEET NORTHWEST OF A METAL WITNESS POST, AND
 DS0215'ABOUT 2 FEET ABOVE THE LEVEL OF THE ROUTE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0195 ***********************************************************************
 DS0195  DESIGNATION -  A 343
 DS0195  PID         -  DS0195
 DS0195  STATE/COUNTY-  NM/SOCORRO
 DS0195  USGS QUAD   -  OSCURA PEAK (1982)
 DS0195
 DS0195                         *CURRENT SURVEY CONTROL
 DS0195  ___________________________________________________________________
 DS0195* NAD 83(1986)-  33 41 28.     (N)    106 22 10.     (W)     SCALED    
 DS0195* NAVD 88     -      2399.980  (meters)    7873.93   (feet)  ADJUSTED  
 DS0195  ___________________________________________________________________
 DS0195  GEOID HEIGHT-         -21.50  (meters)                     GEOID03
 DS0195  DYNAMIC HT  -        2396.181 (meters)    7861.47  (feet)  COMP
 DS0195  MODELED GRAV-     978,965.8   (mgal)                       NAVD 88
 DS0195
 DS0195  VERT ORDER  -  SECOND    CLASS 0
 DS0195
 DS0195.The horizontal coordinates were scaled from a topographic map and have
 DS0195.an estimated accuracy of +/- 6 seconds.
 DS0195
 DS0195.The orthometric height was determined by differential leveling
 DS0195.and adjusted by the National Geodetic Survey in June 1991..
 DS0195
 DS0195.The geoid height was determined by GEOID03.
 DS0195
 DS0195.The dynamic height is computed by dividing the NAVD 88
 DS0195.geopotential number by the normal gravity value computed on the
 DS0195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0195.degrees latitude (g = 980.6199 gals.).
 DS0195
 DS0195.The modeled gravity was interpolated from observed gravity values.
 DS0195
 DS0195;                    North         East    Units  Estimated Accuracy
 DS0195;SPC NM C     -   298,400.      488,930.      MT  (+/- 180 meters Scaled)
 DS0195
 DS0195                          SUPERSEDED SURVEY CONTROL
 DS0195
 DS0195  NGVD 29 (??/??/92) 2399.065  (m)         7870.93   (f) ADJ UNCH    2 0
 DS0195
 DS0195.Superseded values are not recommended for survey control.
 DS0195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0195.See file dsdata.txt to determine how the superseded data were derived.
 DS0195
 DS0195_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT730287(NAD 83)
 DS0195_MARKER: DB = BENCH MARK DISK
 DS0195_SETTING: 66 = SET IN ROCK OUTCROP
 DS0195_SP_SET: OUTCROP
 DS0195_STAMPING: A 343 1969
 DS0195_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DS0195+STABILITY: POSITION/ELEVATION WELL
 DS0195
 DS0195  HISTORY     - Date     Condition        Report By
 DS0195  HISTORY     - 1969     MONUMENTED       CGS
 DS0195
 DS0195                          STATION DESCRIPTION
 DS0195
 DS0195'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 DS0195'34.85 MI NW FROM OSCURO.
 DS0195'ABOUT 7.75 MILES NORTHWEST ALONG WHITE SANDS MISSILE RANGE ROUTE 12
 DS0195'FROM THE STORE AT OSCURO, THENCE 20.55 MILES NORTHWEST ALONG WHITE
 DS0195'SANDS MISSILE RANGE ROUTE 9, THENCE 6.55 MILES SOUTHWEST ALONG ROAD
 DS0195'NUMBER 332, IN SECTION 25, T 7 S, R 5 E, 34 FEET WEST OF THE CENTER
 DS0195'LINE OF THE ROAD, SET IN THE TOP OF A ROCK OUTCROP, 2.4 FEET NORTH OF
 DS0195'A METAL WITNESS POST, AND ABOUT 3 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0283 ***********************************************************************
 DS0283  DESIGNATION -  A 344
 DS0283  PID         -  DS0283
 DS0283  STATE/COUNTY-  NM/SOCORRO
 DS0283  USGS QUAD   -  OSCURA PEAK (1982)
 DS0283
 DS0283                         *CURRENT SURVEY CONTROL
 DS0283  ___________________________________________________________________
 DS0283* NAD 83(1986)-  33 40 08.     (N)    106 17 56.     (W)     SCALED    
 DS0283* NAVD 88     -      1641.031  (meters)    5383.95   (feet)  ADJUSTED  
 DS0283  ___________________________________________________________________
 DS0283  GEOID HEIGHT-         -21.38  (meters)                     GEOID03
 DS0283  DYNAMIC HT  -        1638.556 (meters)    5375.83  (feet)  COMP
 DS0283  MODELED GRAV-     979,071.2   (mgal)                       NAVD 88
 DS0283
 DS0283  VERT ORDER  -  SECOND    CLASS 0
 DS0283
 DS0283.The horizontal coordinates were scaled from a topographic map and have
 DS0283.an estimated accuracy of +/- 6 seconds.
 DS0283
 DS0283.The orthometric height was determined by differential leveling
 DS0283.and adjusted by the National Geodetic Survey in June 1991..
 DS0283
 DS0283.The geoid height was determined by GEOID03.
 DS0283
 DS0283.The dynamic height is computed by dividing the NAVD 88
 DS0283.geopotential number by the normal gravity value computed on the
 DS0283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0283.degrees latitude (g = 980.6199 gals.).
 DS0283
 DS0283.The modeled gravity was interpolated from observed gravity values.
 DS0283
 DS0283;                    North         East    Units  Estimated Accuracy
 DS0283;SPC NM C     -   295,930.      495,470.      MT  (+/- 180 meters Scaled)
 DS0283
 DS0283                          SUPERSEDED SURVEY CONTROL
 DS0283
 DS0283  NGVD 29 (??/??/92) 1640.229  (m)         5381.32   (f) ADJ UNCH    2 0
 DS0283
 DS0283.Superseded values are not recommended for survey control.
 DS0283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0283.See file dsdata.txt to determine how the superseded data were derived.
 DS0283
 DS0283_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT795262(NAD 83)
 DS0283_MARKER: DB = BENCH MARK DISK
 DS0283_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0283_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0283_STAMPING: A 344 1969
 DS0283_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0283+STABILITY: SURFACE MOTION
 DS0283
 DS0283  HISTORY     - Date     Condition        Report By
 DS0283  HISTORY     - 1969     MONUMENTED       CGS
 DS0283
 DS0283                          STATION DESCRIPTION
 DS0283
 DS0283'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 DS0283'22.6 MI NW FROM OSCURO.
 DS0283'ABOUT 7.75 MILES NORTHWEST ALONG WHITE SANDS MISSILE RANGE ROUTE 12
 DS0283'FROM THE STORE AT OSCURO, THENCE 5.55 MILES NORTHWEST ALONG WHITE
 DS0283'SANDS MISSILE RANGE ROUTE 9, THENCE 9.3 MILES NORTHWEST ALONG ROAD
 DS0283'NUMBER 331, IN SECTION 35, T 7 S, R 6 E, 43 FEET SOUTHWEST OF THE
 DS0283'CENTER LINE OF THE ROAD, 2.8 FEET NORTHEAST OF A METAL WITNESS POST,
 DS0283'ABOUT 3 FEET ABOVE THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A
 DS0283'CONCRETE POST WHICH PROJECTS 6 INCHES ABOVE THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0624 ***********************************************************************
 CW0624  DESIGNATION -  A 345
 CW0624  PID         -  CW0624
 CW0624  STATE/COUNTY-  NM/EDDY
 CW0624  USGS QUAD   -  CARLSBAD EAST (1985)
 CW0624
 CW0624                         *CURRENT SURVEY CONTROL
 CW0624  ___________________________________________________________________
 CW0624* NAD 83(1986)-  32 26 15.     (N)    104 13 31.     (W)     SCALED    
 CW0624* NAVD 88     -       948.365  (meters)    3111.43   (feet)  POSTED    
 CW0624  ___________________________________________________________________
 CW0624  GEOID HEIGHT-         -24.19  (meters)                     GEOID03
 CW0624  DYNAMIC HT  -         947.020 (meters)    3107.01  (feet)  COMP
 CW0624  MODELED GRAV-     979,189.8   (mgal)                       NAVD 88
 CW0624
 CW0624  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 CW0624
 CW0624.The horizontal coordinates were scaled from a topographic map and have
 CW0624.an estimated accuracy of +/- 6 seconds.
 CW0624
 CW0624.The orthometric height was determined by differential leveling
 CW0624.and adjusted by the National Geodetic Survey in 1992..
 CW0624.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 CW0624.rate of 0.0 thru 1.0 mm/km.
 CW0624
 CW0624.The geoid height was determined by GEOID03.
 CW0624
 CW0624.The dynamic height is computed by dividing the NAVD 88
 CW0624.geopotential number by the normal gravity value computed on the
 CW0624.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0624.degrees latitude (g = 980.6199 gals.).
 CW0624
 CW0624.The modeled gravity was interpolated from observed gravity values.
 CW0624
 CW0624;                    North         East    Units  Estimated Accuracy
 CW0624;SPC NM E     -   159,380.      175,160.      MT  (+/- 180 meters Scaled)
 CW0624
 CW0624                          SUPERSEDED SURVEY CONTROL
 CW0624
 CW0624  NGVD 29 (??/??/92)  947.886  (m)         3109.86   (f) ADJ UNCH    1 1
 CW0624
 CW0624.Superseded values are not recommended for survey control.
 CW0624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0624.See file dsdata.txt to determine how the superseded data were derived.
 CW0624
 CW0624_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SER728891(NAD 83)
 CW0624_MARKER: DB = BENCH MARK DISK
 CW0624_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CW0624_SP_SET: BRIDGE
 CW0624_STAMPING: A 345 1977
 CW0624_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CW0624
 CW0624  HISTORY     - Date     Condition        Report By
 CW0624  HISTORY     - 1977     MONUMENTED       NGS
 CW0624
 CW0624                          STATION DESCRIPTION
 CW0624
 CW0624'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CW0624'1.3 MI NORTH FROM CARLSBAD.
 CW0624'1.3 MILES NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 CW0624'THE STATION, 0.2 MILE SOUTH OF THE CROSSING OF EAST PLUM LANE, AT THE
 CW0624'NORTH END OF A STEEL TRUSS BRIDGE OVER THE PECOS RIVER, 8 FT. WEST
 CW0624'OF THE WEST RAIL, IN THE TOP OF THE WEST END OF THE NORTH MOST
 CW0624'CONCRETE PIER, 3.5 FT. EAST OF THE WEST END OF THE PIER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0638 ***********************************************************************
 CW0638  DESIGNATION -  A 347
 CW0638  PID         -  CW0638
 CW0638  STATE/COUNTY-  NM/EDDY
 CW0638  USGS QUAD   -  CARLSBAD CAVERNS (1979)
 CW0638
 CW0638                         *CURRENT SURVEY CONTROL
 CW0638  ___________________________________________________________________
 CW0638* NAD 83(1986)-  32 07 32.     (N)    104 26 34.     (W)     SCALED    
 CW0638* NAVD 88     -      1083.617  (meters)    3555.17   (feet)  ADJUSTED  
 CW0638  ___________________________________________________________________
 CW0638  GEOID HEIGHT-         -24.11  (meters)                     GEOID03
 CW0638  DYNAMIC HT  -        1082.009 (meters)    3549.89  (feet)  COMP
 CW0638  MODELED GRAV-     979,118.8   (mgal)                       NAVD 88
 CW0638
 CW0638  VERT ORDER  -  FIRST     CLASS I
 CW0638
 CW0638.The horizontal coordinates were scaled from a topographic map and have
 CW0638.an estimated accuracy of +/- 6 seconds.
 CW0638
 CW0638.The orthometric height was determined by differential leveling
 CW0638.and adjusted by the National Geodetic Survey in June 1991..
 CW0638
 CW0638.The geoid height was determined by GEOID03.
 CW0638
 CW0638.The dynamic height is computed by dividing the NAVD 88
 CW0638.geopotential number by the normal gravity value computed on the
 CW0638.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0638.degrees latitude (g = 980.6199 gals.).
 CW0638
 CW0638.The modeled gravity was interpolated from observed gravity values.
 CW0638
 CW0638;                    North         East    Units  Estimated Accuracy
 CW0638;SPC NM E     -   124,800.      154,670.      MT  (+/- 180 meters Scaled)
 CW0638
 CW0638                          SUPERSEDED SURVEY CONTROL
 CW0638
 CW0638  NGVD 29 (??/??/92) 1083.086  (m)         3553.42   (f) ADJ UNCH    1 1
 CW0638
 CW0638.Superseded values are not recommended for survey control.
 CW0638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0638.See file dsdata.txt to determine how the superseded data were derived.
 CW0638
 CW0638_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SER525544(NAD 83)
 CW0638_MARKER: DB = BENCH MARK DISK
 CW0638_SETTING: 66 = SET IN ROCK OUTCROP
 CW0638_SP_SET: ROCK LEDGE
 CW0638_STAMPING: A 347 1977
 CW0638_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CW0638+STABILITY: POSITION/ELEVATION WELL
 CW0638
 CW0638  HISTORY     - Date     Condition        Report By
 CW0638  HISTORY     - 1977     MONUMENTED       NGS
 CW0638
 CW0638                          STATION DESCRIPTION
 CW0638
 CW0638'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CW0638'5.7 MI SW FROM WHITES CITY.
 CW0638'2.05 MILES SOUTHWEST ALONG HIGHWAYS 62 AND 180 FROM THE
 CW0638'JUNCTION OF STATE HIGHWAY 7, THENCE 3.65 MILES SOUTHWEST ALONG THE
 CW0638'OLD HIGHWAY 62, SET IN TOP OF A ROCK LEDGE, 64 FT. NORTHWEST OF
 CW0638'THE CENTER LINE OF THE OLD HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0516 ***********************************************************************
 CV0516  DESIGNATION -  A 348
 CV0516  PID         -  CV0516
 CV0516  STATE/COUNTY-  NM/EDDY
 CV0516  USGS QUAD   -  LIVINGSTON RIDGE (1985)
 CV0516
 CV0516                         *CURRENT SURVEY CONTROL
 CV0516  ___________________________________________________________________
 CV0516* NAD 83(1986)-  32 23 32.     (N)    103 46 26.     (W)     SCALED    
 CV0516* NAVD 88     -      1055.249  (meters)    3462.10   (feet)  ADJUSTED  
 CV0516  ___________________________________________________________________
 CV0516  GEOID HEIGHT-         -24.25  (meters)                     GEOID03
 CV0516  DYNAMIC HT  -        1053.726 (meters)    3457.10  (feet)  COMP
 CV0516  MODELED GRAV-     979,159.8   (mgal)                       NAVD 88
 CV0516
 CV0516  VERT ORDER  -  FIRST     CLASS I
 CV0516
 CV0516.The horizontal coordinates were scaled from a topographic map and have
 CV0516.an estimated accuracy of +/- 6 seconds.
 CV0516
 CV0516.The orthometric height was determined by differential leveling
 CV0516.and adjusted by the National Geodetic Survey in June 1991..
 CV0516
 CV0516.The geoid height was determined by GEOID03.
 CV0516
 CV0516.The dynamic height is computed by dividing the NAVD 88
 CV0516.geopotential number by the normal gravity value computed on the
 CV0516.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0516.degrees latitude (g = 980.6199 gals.).
 CV0516
 CV0516.The modeled gravity was interpolated from observed gravity values.
 CV0516
 CV0516;                    North         East    Units  Estimated Accuracy
 CV0516;SPC NM E     -   154,500.      217,630.      MT  (+/- 180 meters Scaled)
 CV0516
 CV0516                          SUPERSEDED SURVEY CONTROL
 CV0516
 CV0516  NGVD 29 (??/??/92) 1054.749  (m)         3460.46   (f) ADJ UNCH    1 1
 CV0516
 CV0516.Superseded values are not recommended for survey control.
 CV0516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0516.See file dsdata.txt to determine how the superseded data were derived.
 CV0516
 CV0516_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFR153845(NAD 83)
 CV0516_MARKER: DB = BENCH MARK DISK
 CV0516_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CV0516_SP_SET: 12 FT.
 CV0516_STAMPING: A 348 1977
 CV0516_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CV0516
 CV0516  HISTORY     - Date     Condition        Report By
 CV0516  HISTORY     - 1977     MONUMENTED       NGS
 CV0516  HISTORY     - 1981     GOOD             NGS
 CV0516
 CV0516                          STATION DESCRIPTION
 CV0516
 CV0516'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CV0516'39.35 MI EAST FROM CARLSBAD.
 CV0516'17.2 MILES NORTHEAST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE EAST END
 CV0516'OF THE BATAAN BRIDGE OVER THE PECOS RIVER, THENCE 7.8 MILES SOUTH
 CV0516'ALONG STATE HIGHWAY 31, THENCE 5.05 MILES EAST ALONG A DIRT ROAD,
 CV0516'THENCE 3.7 MILES SOUTH ALONG A DIRT ROAD, THENCE  5.6 MILES EAST
 CV0516'ALONG A PIPE LINE ROAD, AT THE JUNCTION OF A DIRT ROAD LEADING SOUTH,
 CV0516'29 FT. SOUTH OF THE CENTER LINE OF THE ROAD, 32 FT. EAST OF THE
 CV0516'CENTER LINE OF THE ROAD LEADING SOUTH, THE DISK IS 0.3 FT. BELOW THE
 CV0516'LEVEL OF THE GROUND, ACCESS TO WHICH IS HAD THROUGH A 4-INCH PLASTIC
 CV0516'SCREW PLUG WHICH IS FLUSH WITH THE GROUND.  0.6 MILE NORTH OF BENCH
 CV0516'MARK L 349.
 CV0516
 CV0516                          STATION RECOVERY (1981)
 CV0516
 CV0516'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CV0516'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0582 ***********************************************************************
 CV0582  DESIGNATION -  A 349
 CV0582  PID         -  CV0582
 CV0582  STATE/COUNTY-  NM/EDDY
 CV0582  USGS QUAD   -  LOS MEDANOS (1985)
 CV0582
 CV0582                         *CURRENT SURVEY CONTROL
 CV0582  ___________________________________________________________________
 CV0582* NAD 83(1986)-  32 19 51.     (N)    103 49 52.     (W)     SCALED    
 CV0582* NAVD 88     -      1002.221  (meters)    3288.12   (feet)  ADJUSTED  
 CV0582  ___________________________________________________________________
 CV0582  GEOID HEIGHT-         -24.64  (meters)                     GEOID03
 CV0582  DYNAMIC HT  -        1000.770 (meters)    3283.36  (feet)  COMP
 CV0582  MODELED GRAV-     979,157.5   (mgal)                       NAVD 88
 CV0582
 CV0582  VERT ORDER  -  FIRST     CLASS I
 CV0582
 CV0582.The horizontal coordinates were scaled from a topographic map and have
 CV0582.an estimated accuracy of +/- 6 seconds.
 CV0582
 CV0582.The orthometric height was determined by differential leveling
 CV0582.and adjusted by the National Geodetic Survey in June 1991..
 CV0582
 CV0582.The geoid height was determined by GEOID03.
 CV0582
 CV0582.The dynamic height is computed by dividing the NAVD 88
 CV0582.geopotential number by the normal gravity value computed on the
 CV0582.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0582.degrees latitude (g = 980.6199 gals.).
 CV0582
 CV0582.The modeled gravity was interpolated from observed gravity values.
 CV0582
 CV0582;                    North         East    Units  Estimated Accuracy
 CV0582;SPC NM E     -   147,660.      212,280.      MT  (+/- 180 meters Scaled)
 CV0582
 CV0582                          SUPERSEDED SURVEY CONTROL
 CV0582
 CV0582  NGVD 29 (??/??/92) 1001.721  (m)         3286.48   (f) ADJ UNCH    1 1
 CV0582
 CV0582.Superseded values are not recommended for survey control.
 CV0582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0582.See file dsdata.txt to determine how the superseded data were derived.
 CV0582
 CV0582_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFR100777(NAD 83)
 CV0582_MARKER: DB = BENCH MARK DISK
 CV0582_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CV0582_SP_SET: 16 FT.
 CV0582_STAMPING: A 349 1977
 CV0582_MARK LOGO: NGS   
 CV0582_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CV0582
 CV0582  HISTORY     - Date     Condition        Report By
 CV0582  HISTORY     - 1977     MONUMENTED       NGS
 CV0582  HISTORY     - 1981     GOOD             NGS
 CV0582
 CV0582                          STATION DESCRIPTION
 CV0582
 CV0582'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CV0582'42.75 MI EAST FROM CARLSBAD.
 CV0582'17.2 MILES NORTHEAST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE EAST END
 CV0582'OF THE BATAAN BRIDGE OVER THE PECOS RIVER, THENCE 14.95 MILES SOUTH
 CV0582'ALONG STATE HIGHWAY 31, THENCE 10.2 MILES EAST ALONG STATE HIGHWAY
 CV0582'128, THENCE 0.4 MILE NORTH ALONG A DIRT ROAD, AT THE JUNCTION OF A
 CV0582'DIRT ROAD LEADING EAST TO A RANCHHOUSE, 50 FT. EAST OF THE CENTER
 CV0582'LINE OF THE ROAD, 55 FT. SOUTH OF THE CENTER LINE OF THE ROAD LEADING
 CV0582'EAST, THE DISK IS 0.3 FT. BELOW THE LEVEL OF THE GROUND, ACCESS TO
 CV0582'WHICH IS HAD THROUGH A 4-INCH PLASTIC SCREW PLUG FLUSH WITH THE
 CV0582'GROUND.
 CV0582
 CV0582                          STATION RECOVERY (1981)
 CV0582
 CV0582'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CV0582'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0588 ***********************************************************************
 CV0588  DESIGNATION -  A 350
 CV0588  PID         -  CV0588
 CV0588  STATE/COUNTY-  NM/EDDY
 CV0588  USGS QUAD   -  LOS MEDANOS (1985)
 CV0588
 CV0588                         *CURRENT SURVEY CONTROL
 CV0588  ___________________________________________________________________
 CV0588* NAD 83(1986)-  32 21 06.     (N)    103 45 24.     (W)     SCALED    
 CV0588* NAVD 88     -      1048.395  (meters)    3439.61   (feet)  ADJUSTED  
 CV0588  ___________________________________________________________________
 CV0588  GEOID HEIGHT-         -24.39  (meters)                     GEOID03
 CV0588  DYNAMIC HT  -        1046.874 (meters)    3434.62  (feet)  COMP
 CV0588  MODELED GRAV-     979,152.2   (mgal)                       NAVD 88
 CV0588
 CV0588  VERT ORDER  -  FIRST     CLASS I
 CV0588
 CV0588.The horizontal coordinates were scaled from a topographic map and have
 CV0588.an estimated accuracy of +/- 6 seconds.
 CV0588
 CV0588.The orthometric height was determined by differential leveling
 CV0588.and adjusted by the National Geodetic Survey in June 1991..
 CV0588
 CV0588.The geoid height was determined by GEOID03.
 CV0588
 CV0588.The dynamic height is computed by dividing the NAVD 88
 CV0588.geopotential number by the normal gravity value computed on the
 CV0588.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0588.degrees latitude (g = 980.6199 gals.).
 CV0588
 CV0588.The modeled gravity was interpolated from observed gravity values.
 CV0588
 CV0588;                    North         East    Units  Estimated Accuracy
 CV0588;SPC NM E     -   150,010.      219,280.      MT  (+/- 180 meters Scaled)
 CV0588
 CV0588                          SUPERSEDED SURVEY CONTROL
 CV0588
 CV0588  NGVD 29 (??/??/92) 1047.892  (m)         3437.96   (f) ADJ UNCH    1 1
 CV0588
 CV0588.Superseded values are not recommended for survey control.
 CV0588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0588.See file dsdata.txt to determine how the superseded data were derived.
 CV0588
 CV0588_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFR169800(NAD 83)
 CV0588_MARKER: DB = BENCH MARK DISK
 CV0588_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CV0588_SP_SET: 8 FT.
 CV0588_STAMPING: A 350 1977
 CV0588_MARK LOGO: NGS   
 CV0588_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CV0588
 CV0588  HISTORY     - Date     Condition        Report By
 CV0588  HISTORY     - 1977     MONUMENTED       NGS
 CV0588  HISTORY     - 1981     GOOD             NGS
 CV0588
 CV0588                          STATION DESCRIPTION
 CV0588
 CV0588'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CV0588'47.75 MI EAST FROM CARLSBAD.
 CV0588'17.2 MILES NORTHEAST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE EAST END
 CV0588'OF THE BATAAN BRIDGE OVER THE PECOS RIVER, THENCE 14.95 MILES SOUTH
 CV0588'ALONG STATE HIGHWAY 31, THENCE 10.2 MILES EAST ALONG STATE HIGHWAY
 CV0588'128, THENCE 0.4 MILE NORTH ALONG A DIRT ROAD, THENCE 1.55 MILES
 CV0588'SOUTHEAST ALONG A DIRT ROAD, THENCE 2.45 MILES NORTHEAST ALONG A DIRT
 CV0588'ROAD, AT THE CROSSING OF A CATTLEGUARD, 26 FT. NORTHWEST OF THE CENTER
 CV0588'LINE OF THE ROAD, 23.5 FT. NORTH OF THE NORTH CORNER OF A STEEL PIPE
 CV0588'CATTLEGUARD, 2.3 FT. EAST OF A FENCE, THE DISK IS 0.3 FT. BELOW THE
 CV0588'LEVEL OF THE GROUND, ACCESS TO WHICH IS HAD THROUGH A 4-INCH PLASTIC
 CV0588'SCREW PLUG FLUSH WITH THE GROUND.
 CV0588
 CV0588                          STATION RECOVERY (1981)
 CV0588
 CV0588'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CV0588'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0542 ***********************************************************************
 CV0542  DESIGNATION -  A 351
 CV0542  PID         -  CV0542
 CV0542  STATE/COUNTY-  NM/EDDY
 CV0542  USGS QUAD   -  TOWER HILL NORTH (1985)
 CV0542
 CV0542                         *CURRENT SURVEY CONTROL
 CV0542  ___________________________________________________________________
 CV0542* NAD 83(1986)-  32 30 04.     (N)    103 54 08.     (W)     SCALED    
 CV0542* NAVD 88     -      1043.712  (meters)    3424.25   (feet)  ADJUSTED  
 CV0542  ___________________________________________________________________
 CV0542  GEOID HEIGHT-         -23.98  (meters)                     GEOID03
 CV0542  DYNAMIC HT  -        1042.228 (meters)    3419.38  (feet)  COMP
 CV0542  MODELED GRAV-     979,182.0   (mgal)                       NAVD 88
 CV0542
 CV0542  VERT ORDER  -  FIRST     CLASS I
 CV0542
 CV0542.The horizontal coordinates were scaled from a topographic map and have
 CV0542.an estimated accuracy of +/- 6 seconds.
 CV0542
 CV0542.The orthometric height was determined by differential leveling
 CV0542.and adjusted by the National Geodetic Survey in June 1991..
 CV0542.WARNING-Repeat measurements at this control monument indicate possible
 CV0542.vertical movement.
 CV0542
 CV0542.The geoid height was determined by GEOID03.
 CV0542
 CV0542.The dynamic height is computed by dividing the NAVD 88
 CV0542.geopotential number by the normal gravity value computed on the
 CV0542.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0542.degrees latitude (g = 980.6199 gals.).
 CV0542
 CV0542.The modeled gravity was interpolated from observed gravity values.
 CV0542
 CV0542;                    North         East    Units  Estimated Accuracy
 CV0542;SPC NM E     -   166,510.      205,510.      MT  (+/- 180 meters Scaled)
 CV0542
 CV0542                          SUPERSEDED SURVEY CONTROL
 CV0542
 CV0542  NGVD 29 (??/??/92) 1043.227  (m)         3422.65   (f) ADJ UNCH    1 1
 CV0542
 CV0542.Superseded values are not recommended for survey control.
 CV0542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0542.See file dsdata.txt to determine how the superseded data were derived.
 CV0542
 CV0542_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFR031965(NAD 83)
 CV0542_MARKER: DB = BENCH MARK DISK
 CV0542_SETTING: 66 = SET IN ROCK OUTCROP
 CV0542_SP_SET: OUTCROP
 CV0542_STAMPING: A 351 1977
 CV0542_MARK LOGO: NGS   
 CV0542_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CV0542+STABILITY: POSITION/ELEVATION WELL
 CV0542
 CV0542  HISTORY     - Date     Condition        Report By
 CV0542  HISTORY     - 1977     MONUMENTED       NGS
 CV0542  HISTORY     - 1981     GOOD             NGS
 CV0542
 CV0542                          STATION DESCRIPTION
 CV0542
 CV0542'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CV0542'22.1 MI NE FROM CARLSBAD.
 CV0542'19.6 MILES NORTHEAST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE EAST END
 CV0542'OF THE BATAAN BRIDGE OVER THE PECOS RIVER, THENCE 1.65 MILES SOUTHEAST
 CV0542'ALONG A DIRT ROAD, THENCE 0.7 MILE EAST ALONG A DIRT ROAD ALONG A
 CV0542'POWER LINE, THENCE 0.15 MILE SOUTH ALONG A TRACK ROAD TO THE SUMMIT
 CV0542'OF THE HILL, ON THE EAST SIDE OF THE HILL, 89 FT. EAST OF THE CENTER
 CV0542'LINE OF THE ROAD, 22 FT. NORTH OF THE CENTER OF A STOCK TRAIL, IN THE
 CV0542'TOP OF AN OUTCROP WHICH PROJECTS 1 FT. ABOVE THE GROUND.
 CV0542
 CV0542                          STATION RECOVERY (1981)
 CV0542
 CV0542'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CV0542'RECPVERED AS DESCRIBED IN L24247.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0637 ***********************************************************************
 CV0637  DESIGNATION -  A 352
 CV0637  PID         -  CV0637
 CV0637  STATE/COUNTY-  NM/LEA
 CV0637  USGS QUAD   -  WILLIAMS SINK (1985)
 CV0637
 CV0637                         *CURRENT SURVEY CONTROL
 CV0637  ___________________________________________________________________
 CV0637* NAD 83(1986)-  32 31 58.     (N)    103 47 25.     (W)     SCALED    
 CV0637* NAVD 88     -      1072.786  (meters)    3519.63   (feet)  ADJUSTED  
 CV0637  ___________________________________________________________________
 CV0637  GEOID HEIGHT-         -23.62  (meters)                     GEOID03
 CV0637  DYNAMIC HT  -        1071.263 (meters)    3514.64  (feet)  COMP
 CV0637  MODELED GRAV-     979,181.8   (mgal)                       NAVD 88
 CV0637
 CV0637  VERT ORDER  -  FIRST     CLASS I
 CV0637
 CV0637.The horizontal coordinates were scaled from a topographic map and have
 CV0637.an estimated accuracy of +/- 6 seconds.
 CV0637
 CV0637.The orthometric height was determined by differential leveling
 CV0637.and adjusted by the National Geodetic Survey in June 1991..
 CV0637
 CV0637.The geoid height was determined by GEOID03.
 CV0637
 CV0637.The dynamic height is computed by dividing the NAVD 88
 CV0637.geopotential number by the normal gravity value computed on the
 CV0637.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0637.degrees latitude (g = 980.6199 gals.).
 CV0637
 CV0637.The modeled gravity was interpolated from observed gravity values.
 CV0637
 CV0637;                    North         East    Units  Estimated Accuracy
 CV0637;SPC NM E     -   170,070.      216,010.      MT  (+/- 180 meters Scaled)
 CV0637
 CV0637                          SUPERSEDED SURVEY CONTROL
 CV0637
 CV0637  NGVD 29 (??/??/92) 1072.300  (m)         3518.04   (f) ADJ UNCH    1 1
 CV0637
 CV0637.Superseded values are not recommended for survey control.
 CV0637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0637.See file dsdata.txt to determine how the superseded data were derived.
 CV0637
 CV0637_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFS136001(NAD 83)
 CV0637_MARKER: DB = BENCH MARK DISK
 CV0637_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CV0637_SP_SET: CULVERT
 CV0637_STAMPING: A 352 1977
 CV0637_MARK LOGO: NGS   
 CV0637_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CV0637
 CV0637  HISTORY     - Date     Condition        Report By
 CV0637  HISTORY     - 1977     MONUMENTED       NGS
 CV0637  HISTORY     - 1982     GOOD             NGS
 CV0637
 CV0637                          STATION DESCRIPTION
 CV0637
 CV0637'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CV0637'28.2 MI NE FROM CARLSBAD.
 CV0637'28.2 MILES NORTHEAST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE EAST END
 CV0637'OF THE BATAAN BRIDGE OVER THE PECOS RIVER, 0.55 MILE NORTHEAST OF A
 CV0637'RAILROAD CROSSING, 0.1 MILE SOUTHWEST OF MILEPOST 64, AT A POINT
 CV0637'WHERE THE HIGHWAY GOES FROM 4 LANES TO 2 LANES, 19 FT. NORTHWEST OF
 CV0637'THE CENTER LINE OF THE NORTHWEST HIGHWAY LANES, IN THE TOP OF THE
 CV0637'CENTER OF THE NORTHWEST CONCRETE HEAD WALL OF A CONCRETE BOX CULVERT
 CV0637'OF THE NORTHWEST HIGHWAY LANES, 2.4 FT. SOUTHWEST OF THE NORTHEAST
 CV0637'END OF THE HEAD WALL.
 CV0637
 CV0637                          STATION RECOVERY (1982)
 CV0637
 CV0637'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CV0637'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0650 ***********************************************************************
 CV0650  DESIGNATION -  A 353
 CV0650  PID         -  CV0650
 CV0650  STATE/COUNTY-  NM/LEA
 CV0650  USGS QUAD   -  EUNICE (1979)
 CV0650
 CV0650                         *CURRENT SURVEY CONTROL
 CV0650  ___________________________________________________________________
 CV0650* NAD 83(1986)-  32 23 53.     (N)    103 08 40.     (W)     SCALED    
 CV0650* NAVD 88     -      1032.578  (meters)    3387.72   (feet)  ADJUSTED  
 CV0650  ___________________________________________________________________
 CV0650  GEOID HEIGHT-         -22.30  (meters)                     GEOID03
 CV0650  DYNAMIC HT  -        1031.173 (meters)    3383.11  (feet)  COMP
 CV0650  MODELED GRAV-     979,242.2   (mgal)                       NAVD 88
 CV0650
 CV0650  VERT ORDER  -  FIRST     CLASS I
 CV0650
 CV0650.The horizontal coordinates were scaled from a topographic map and have
 CV0650.an estimated accuracy of +/- 6 seconds.
 CV0650
 CV0650.The orthometric height was determined by differential leveling
 CV0650.and adjusted by the National Geodetic Survey in June 1991..
 CV0650
 CV0650.The geoid height was determined by GEOID03.
 CV0650
 CV0650.The dynamic height is computed by dividing the NAVD 88
 CV0650.geopotential number by the normal gravity value computed on the
 CV0650.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0650.degrees latitude (g = 980.6199 gals.).
 CV0650
 CV0650.The modeled gravity was interpolated from observed gravity values.
 CV0650
 CV0650;                    North         East    Units  Estimated Accuracy
 CV0650;SPC NM E     -   155,630.      276,850.      MT  (+/- 180 meters Scaled)
 CV0650
 CV0650                          SUPERSEDED SURVEY CONTROL
 CV0650
 CV0650  NGVD 29 (??/??/92) 1032.163  (m)         3386.35   (f) ADJ UNCH    1 1
 CV0650
 CV0650.Superseded values are not recommended for survey control.
 CV0650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0650.See file dsdata.txt to determine how the superseded data were derived.
 CV0650
 CV0650_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFR745860(NAD 83)
 CV0650_MARKER: DB = BENCH MARK DISK
 CV0650_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CV0650_SP_SET: 11 FT.
 CV0650_STAMPING: A 353 1977
 CV0650_MARK LOGO: NGS   
 CV0650_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CV0650
 CV0650  HISTORY     - Date     Condition        Report By
 CV0650  HISTORY     - 1977     MONUMENTED       NGS
 CV0650  HISTORY     - 1982     GOOD             NGS
 CV0650
 CV0650                          STATION DESCRIPTION
 CV0650
 CV0650'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CV0650'3.4 MI SOUTH FROM EUNICE.
 CV0650'2.5 MILES SOUTH ALONG STATE HIGHWAY LOOP 18 FROM THE JUNCTION OF
 CV0650'STATE HIGHWAY 8 AND 176(TEXAS AVENUE)AT EUNICE, THENCE 0.9 MILE
 CV0650'IN AN EASTERLY DIRECTION ALONG A DIRT ROAD, 184 FT. NORTH OF THE
 CV0650'CENTER LINE OF THE ROAD, 87.5 FT. NORTHWEST OF THE NORTHWEST CORNER
 CV0650'OF THE CONCRETE FOUNDATION FOR THE TEXAS PACIFIC OIL COMPANY WELL
 CV0650'SITE CALLED ELLIOT B 15 WELL NO 2, 56 FT. NORTH NORTHWEST OF THE
 CV0650'CENTER OF THE JUNCTION OF TWO DIRT ROADS,1.5 FT. SOUTH OF A POWER
 CV0650'LINE POLE WITH A GUY WIRE, DISK IS 0.3 FT. BELOW GROUND  LEVEL ACCESS
 CV0650'TO WHICH IS HAD THROUGH A 4 INCH PLASTIC SCREW CAP , NOTE= THIS MARK
 CV0650'IS 0.25 MILE WEST ALONG A DIRT ROAD FROM BENCH MARK B 353 1977,
 CV0650
 CV0650                          STATION RECOVERY (1982)
 CV0650
 CV0650'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CV0650'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0671 ***********************************************************************
 CV0671  DESIGNATION -  A 354
 CV0671  PID         -  CV0671
 CV0671  STATE/COUNTY-  NM/LEA
 CV0671  USGS QUAD   -  SAN SIMON SINK (1984)
 CV0671
 CV0671                         *CURRENT SURVEY CONTROL
 CV0671  ___________________________________________________________________
 CV0671* NAD 83(1986)-  32 19 34.     (N)    103 24 01.     (W)     SCALED    
 CV0671* NAVD 88     -      1025.415  (meters)    3364.22   (feet)  ADJUSTED  
 CV0671  ___________________________________________________________________
 CV0671  GEOID HEIGHT-         -23.52  (meters)                     GEOID03
 CV0671  DYNAMIC HT  -        1023.945 (meters)    3359.39  (feet)  COMP
 CV0671  MODELED GRAV-     979,171.0   (mgal)                       NAVD 88
 CV0671
 CV0671  VERT ORDER  -  FIRST     CLASS I
 CV0671
 CV0671.The horizontal coordinates were scaled from a topographic map and have
 CV0671.an estimated accuracy of +/- 6 seconds.
 CV0671
 CV0671.The orthometric height was determined by differential leveling
 CV0671.and adjusted by the National Geodetic Survey in June 1991..
 CV0671
 CV0671.The geoid height was determined by GEOID03.
 CV0671
 CV0671.The dynamic height is computed by dividing the NAVD 88
 CV0671.geopotential number by the normal gravity value computed on the
 CV0671.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0671.degrees latitude (g = 980.6199 gals.).
 CV0671
 CV0671.The modeled gravity was interpolated from observed gravity values.
 CV0671
 CV0671;                    North         East    Units  Estimated Accuracy
 CV0671;SPC NM E     -   147,410.      252,850.      MT  (+/- 180 meters Scaled)
 CV0671
 CV0671                          SUPERSEDED SURVEY CONTROL
 CV0671
 CV0671  NGVD 29 (??/??/92) 1024.930  (m)         3362.62   (f) ADJ UNCH    1 1
 CV0671
 CV0671.Superseded values are not recommended for survey control.
 CV0671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0671.See file dsdata.txt to determine how the superseded data were derived.
 CV0671
 CV0671_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFR505777(NAD 83)
 CV0671_MARKER: DB = BENCH MARK DISK
 CV0671_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 CV0671+WITH SETTING: INTO GROUND
 CV0671_STAMPING: A 354 1977
 CV0671_MARK LOGO: NGS   
 CV0671_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CV0671+STABILITY: SURFACE MOTION
 CV0671
 CV0671  HISTORY     - Date     Condition        Report By
 CV0671  HISTORY     - 1977     MONUMENTED       NGS
 CV0671  HISTORY     - 1982     GOOD             NGS
 CV0671
 CV0671                          STATION DESCRIPTION
 CV0671
 CV0671'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CV0671'20.8 MI SW FROM EUNICE.
 CV0671'2.5 MILES SOUTH ALONG STATE HIGHWAY LOOP 18 FROM THE JUNCTION OF
 CV0671'STATE HIGHWAY 8 AND 176 (TEXAS AVENUE) AT EUNICE, THENCE 18.3
 CV0671'MILES IN A WESTERLY DIRECTION ALONG A PAVED ROAD KNOWN LOCALLY AS
 CV0671'THE DELAWARE BASIN ROAD, AT THE JUNCTION OF A GRAVEL ROAD LEADING
 CV0671'SOUTHEAST, 49 FEET SOUTH OF THE CENTER LINE OF THE PAVED ROAD, 17
 CV0671'FEET WEST OF THE CENTER LINE OF THE GRAVEL ROAD, 4 FEET WEST OF A
 CV0671'T JUNCTION OF TWO FENCES, 1 FOOT NORTH OF THE RIGHT OF WAY FENCE,
 CV0671'DISK IS 0.5 FOOT BELOW THE SURFACE OF THE GROUND ACCESS TO WHICH IS
 CV0671'HAD THROUGH A 4 INCH PLASTIC SCREW CAP FLUSH WITH THE GROUND.
 CV0671
 CV0671                          STATION RECOVERY (1982)
 CV0671
 CV0671'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CV0671'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0713 ***********************************************************************
 CV0713  DESIGNATION -  A 355
 CV0713  PID         -  CV0713
 CV0713  STATE/COUNTY-  NM/LEA
 CV0713  USGS QUAD   -  LEA (1984)
 CV0713
 CV0713                         *CURRENT SURVEY CONTROL
 CV0713  ___________________________________________________________________
 CV0713* NAD 83(1986)-  32 30 25.     (N)    103 32 11.     (W)     SCALED    
 CV0713* NAVD 88     -      1148.578  (meters)    3768.29   (feet)  ADJUSTED  
 CV0713  ___________________________________________________________________
 CV0713  GEOID HEIGHT-         -23.08  (meters)                     GEOID03
 CV0713  DYNAMIC HT  -        1146.943 (meters)    3762.93  (feet)  COMP
 CV0713  MODELED GRAV-     979,175.0   (mgal)                       NAVD 88
 CV0713
 CV0713  VERT ORDER  -  FIRST     CLASS I
 CV0713
 CV0713.The horizontal coordinates were scaled from a topographic map and have
 CV0713.an estimated accuracy of +/- 6 seconds.
 CV0713
 CV0713.The orthometric height was determined by differential leveling
 CV0713.and adjusted by the National Geodetic Survey in June 1991..
 CV0713
 CV0713.The geoid height was determined by GEOID03.
 CV0713
 CV0713.The dynamic height is computed by dividing the NAVD 88
 CV0713.geopotential number by the normal gravity value computed on the
 CV0713.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0713.degrees latitude (g = 980.6199 gals.).
 CV0713
 CV0713.The modeled gravity was interpolated from observed gravity values.
 CV0713
 CV0713;                    North         East    Units  Estimated Accuracy
 CV0713;SPC NM E     -   167,360.      239,880.      MT  (+/- 180 meters Scaled)
 CV0713
 CV0713                          SUPERSEDED SURVEY CONTROL
 CV0713
 CV0713  NGVD 29 (??/??/92) 1148.090  (m)         3766.69   (f) ADJ UNCH    1 1
 CV0713
 CV0713.Superseded values are not recommended for survey control.
 CV0713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0713.See file dsdata.txt to determine how the superseded data were derived.
 CV0713
 CV0713_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFR374975(NAD 83)
 CV0713_MARKER: DB = BENCH MARK DISK
 CV0713_SETTING: 66 = SET IN ROCK OUTCROP
 CV0713_SP_SET: OUTCROP
 CV0713_STAMPING: A 355 1977
 CV0713_MARK LOGO: NGS   
 CV0713_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CV0713+STABILITY: POSITION/ELEVATION WELL
 CV0713
 CV0713  HISTORY     - Date     Condition        Report By
 CV0713  HISTORY     - 1977     MONUMENTED       NGS
 CV0713  HISTORY     - 1982     GOOD             NGS
 CV0713
 CV0713                          STATION DESCRIPTION
 CV0713
 CV0713'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CV0713'36.45 MI SW FROM HOBBS.
 CV0713'28.1 MILES SOUTHWEST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE JUNCTION
 CV0713'OF TURNER STREET, THENCE 7.05 MILES SOUTH ALONG A DIRT ROAD, THENCE
 CV0713'0.15 MILE EAST ALONG STATE HIGHWAY 176, THENCE 0.9 MILE SOUTH ALONG
 CV0713'A DIRT ROAD, THENCE 0.25 MILE SOUTH ALONG A DIRT TRACK ROAD, 0.25 MILE
 CV0713'SOUTH-SOUTHEAST OF THE BERRY RANCH HOUSE, AT THE NORTHWEST EDGE OF A
 CV0713'DRY LAKE BED, 216 FT. NORTH-NORTHEAST OF THE NORTHEAST LEG OF THE
 CV0713'EAST ONE OF TWO WINDMILLS, 14 FT. NORTH OF THE CENTER LINE OF THE
 CV0713'ROAD, 67 FT. SOUTH OF THE 1ST POWER LINE POLE WEST OF A JUNCTION
 CV0713'POWER LINE POLE, 63.5 FT. EAST-NORTHEAST OF THE NORTHEAST CORNER OF
 CV0713'A STOCK PEN, 52 FT. EAST OF THE NORTHEAST END OF A GATE ACROSS THE
 CV0713'ROAD, IN THE TOP OF AN OUTCROP WHICH PROJECTS 0.3 FT. ABOVE THE
 CV0713'GROUND, 44 FT. SOUTHEAST OF A NORTHEAST-SOUTHWEST FENCE LINE.
 CV0713
 CV0713                          STATION RECOVERY (1982)
 CV0713
 CV0713'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CV0713'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0487 ***********************************************************************
 EQ0487  DESIGNATION -  A 356
 EQ0487  PID         -  EQ0487
 EQ0487  STATE/COUNTY-  NM/SOCORRO
 EQ0487  USGS QUAD   -  LEMITAR (1971)
 EQ0487
 EQ0487                         *CURRENT SURVEY CONTROL
 EQ0487  ___________________________________________________________________
 EQ0487* NAD 83(1986)-  34 08 30.     (N)    106 53 53.     (W)     SCALED    
 EQ0487* NAVD 88     -      1410.048  (meters)    4626.13   (feet)  ADJUSTED  
 EQ0487  ___________________________________________________________________
 EQ0487  GEOID HEIGHT-         -22.03  (meters)                     GEOID03
 EQ0487  DYNAMIC HT  -        1408.060 (meters)    4619.61  (feet)  COMP
 EQ0487  MODELED GRAV-     979,177.4   (mgal)                       NAVD 88
 EQ0487
 EQ0487  VERT ORDER  -  FIRST     CLASS I
 EQ0487
 EQ0487.The horizontal coordinates were scaled from a topographic map and have
 EQ0487.an estimated accuracy of +/- 6 seconds.
 EQ0487
 EQ0487.The orthometric height was determined by differential leveling
 EQ0487.and adjusted by the National Geodetic Survey in June 1991..
 EQ0487
 EQ0487.The geoid height was determined by GEOID03.
 EQ0487
 EQ0487.The dynamic height is computed by dividing the NAVD 88
 EQ0487.geopotential number by the normal gravity value computed on the
 EQ0487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0487.degrees latitude (g = 980.6199 gals.).
 EQ0487
 EQ0487.The modeled gravity was interpolated from observed gravity values.
 EQ0487
 EQ0487;                    North         East    Units  Estimated Accuracy
 EQ0487;SPC NM C     -   348,560.      440,240.      MT  (+/- 180 meters Scaled)
 EQ0487
 EQ0487                          SUPERSEDED SURVEY CONTROL
 EQ0487
 EQ0487  NGVD 29 (??/??/92) 1409.313  (m)         4623.72   (f) ADJ UNCH    1 1
 EQ0487
 EQ0487.Superseded values are not recommended for survey control.
 EQ0487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0487.See file dsdata.txt to determine how the superseded data were derived.
 EQ0487
 EQ0487_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT249794(NAD 83)
 EQ0487_MARKER: DB = BENCH MARK DISK
 EQ0487_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EQ0487_SP_SET: STAINLESS STEEL ROD
 EQ0487_STAMPING: A 356 1978
 EQ0487_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EQ0487
 EQ0487  HISTORY     - Date     Condition        Report By
 EQ0487  HISTORY     - 1978     MONUMENTED       NGS
 EQ0487
 EQ0487                          STATION DESCRIPTION
 EQ0487
 EQ0487'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 EQ0487'5.8 MI NORTH FROM SOCORRO.
 EQ0487'5.8 MILES NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 EQ0487'FROM THE STATION IN SOCORRO, AT THE FIRST TELEPHONE POLE NORTH OF
 EQ0487'MILE POST 972, AND 0.1 MILE NORTH OF A DIRT ROAD CROSSING THE TRACKS,
 EQ0487'52 FEET NORTHWEST OF MILE POST 972, 38.8 FEET WEST OF THE WEST RAIL,
 EQ0487'6.8 FEET EAST OF A FENCE LINE, AND 1.8 FEET NORTH OF THE TELEPHONE
 EQ0487'POLE.  DISK IS SET LEVEL WITH THE GROUND, ACCESS TO WHICH IS TO BE
 EQ0487'HAD THROUGH A 4 INCH PLASTIC SCREW PLUG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0505 ***********************************************************************
 EQ0505  DESIGNATION -  A 357
 EQ0505  PID         -  EQ0505
 EQ0505  STATE/COUNTY-  NM/SOCORRO
 EQ0505  USGS QUAD   -  GRANITE MOUNTAIN (1995)
 EQ0505
 EQ0505                         *CURRENT SURVEY CONTROL
 EQ0505  ___________________________________________________________________
 EQ0505* NAD 83(1986)-  34 07 31.     (N)    107 09 11.     (W)     SCALED    
 EQ0505* NAVD 88     -      1848.757  (meters)    6065.46   (feet)  ADJUSTED  
 EQ0505  ___________________________________________________________________
 EQ0505  GEOID HEIGHT-         -21.66  (meters)                     GEOID03
 EQ0505  DYNAMIC HT  -        1845.990 (meters)    6056.39  (feet)  COMP
 EQ0505  MODELED GRAV-     979,073.9   (mgal)                       NAVD 88
 EQ0505
 EQ0505  VERT ORDER  -  FIRST     CLASS I
 EQ0505
 EQ0505.The horizontal coordinates were scaled from a topographic map and have
 EQ0505.an estimated accuracy of +/- 6 seconds.
 EQ0505
 EQ0505.The orthometric height was determined by differential leveling
 EQ0505.and adjusted by the National Geodetic Survey in June 1991..
 EQ0505
 EQ0505.The geoid height was determined by GEOID03.
 EQ0505
 EQ0505.The dynamic height is computed by dividing the NAVD 88
 EQ0505.geopotential number by the normal gravity value computed on the
 EQ0505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0505.degrees latitude (g = 980.6199 gals.).
 EQ0505
 EQ0505.The modeled gravity was interpolated from observed gravity values.
 EQ0505
 EQ0505;                    North         East    Units  Estimated Accuracy
 EQ0505;SPC NM C     -   346,920.      416,700.      MT  (+/- 180 meters Scaled)
 EQ0505
 EQ0505                          SUPERSEDED SURVEY CONTROL
 EQ0505
 EQ0505  NGVD 29 (??/??/92) 1847.908  (m)         6062.68   (f) ADJ UNCH    1 1
 EQ0505
 EQ0505.Superseded values are not recommended for survey control.
 EQ0505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0505.See file dsdata.txt to determine how the superseded data were derived.
 EQ0505
 EQ0505_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT014781(NAD 83)
 EQ0505_MARKER: DB = BENCH MARK DISK
 EQ0505_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EQ0505_SP_SET: STAINLESS STEEL ROD
 EQ0505_STAMPING: A 357 1978
 EQ0505_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EQ0505
 EQ0505  HISTORY     - Date     Condition        Report By
 EQ0505  HISTORY     - 1978     MONUMENTED       NGS
 EQ0505
 EQ0505                          STATION DESCRIPTION
 EQ0505
 EQ0505'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 EQ0505'5.4 MI EAST FROM MAGDALENA.
 EQ0505'ABOUT 5.4 MILES EAST ALONG U.S. HIGHWAY 60 FROM THE POST OFFICE IN
 EQ0505'MAGDALENA, AT A POWERLINE SPUR CROSSING, 0.1 MILE NORTH WEST OF A
 EQ0505'CULVERT, 76 FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 53.5
 EQ0505'FEET NORTHEAST OF A POWER POLE WITH ONE GUY WIRE AND THE FIRST POLE
 EQ0505'NORTHWEST OF A TRANS POLE, AND 1 FOOT NORTHEAST OF THE SOUTHERLY RIGHT
 EQ0505'OF WAY FENCE.  DISK IS SET LEVEL WITH THE GROUND, ACCESS TO WHICH IS
 EQ0505'TO BE HAD THROUGH A 4 INCH PLASTIC SCREW PLUG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1219 ***********************************************************************
 CX1219  DESIGNATION -  A 358
 CX1219  PID         -  CX1219
 CX1219  STATE/COUNTY-  NM/LUNA
 CX1219  USGS QUAD   -  GOAT RIDGE (1972)
 CX1219
 CX1219                         *CURRENT SURVEY CONTROL
 CX1219  ___________________________________________________________________
 CX1219* NAD 83(1986)-  32 22 56.     (N)    107 51 30.     (W)     SCALED    
 CX1219* NAVD 88     -      1400.882  (meters)    4596.06   (feet)  ADJUSTED  
 CX1219  ___________________________________________________________________
 CX1219  GEOID HEIGHT-         -24.40  (meters)                     GEOID03
 CX1219  DYNAMIC HT  -        1398.747 (meters)    4589.06  (feet)  COMP
 CX1219  MODELED GRAV-     979,065.7   (mgal)                       NAVD 88
 CX1219
 CX1219  VERT ORDER  -  FIRST     CLASS II
 CX1219
 CX1219.The horizontal coordinates were scaled from a topographic map and have
 CX1219.an estimated accuracy of +/- 6 seconds.
 CX1219
 CX1219.The orthometric height was determined by differential leveling
 CX1219.and adjusted by the National Geodetic Survey in June 1991..
 CX1219
 CX1219.The geoid height was determined by GEOID03.
 CX1219
 CX1219.The dynamic height is computed by dividing the NAVD 88
 CX1219.geopotential number by the normal gravity value computed on the
 CX1219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX1219.degrees latitude (g = 980.6199 gals.).
 CX1219
 CX1219.The modeled gravity was interpolated from observed gravity values.
 CX1219
 CX1219;                    North         East    Units  Estimated Accuracy
 CX1219;SPC NM W     -   153,250.      827,650.      MT  (+/- 180 meters Scaled)
 CX1219
 CX1219                          SUPERSEDED SURVEY CONTROL
 CX1219
 CX1219.No superseded survey control is available for this station.
 CX1219
 CX1219_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBR310863(NAD 83)
 CX1219_MARKER: DB = BENCH MARK DISK
 CX1219_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CX1219+WITH SETTING: INFORMATION.
 CX1219_SP_SET: SHALLOW SET METAL ROD
 CX1219_STAMPING: A 358 1979
 CX1219_PROJECTION: FLUSH
 CX1219_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX1219_ROD/PIPE-DEPTH: 3.6  meters
 CX1219
 CX1219  HISTORY     - Date     Condition        Report By
 CX1219  HISTORY     - 1979     MONUMENTED       NGS
 CX1219
 CX1219                          STATION DESCRIPTION
 CX1219
 CX1219'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CX1219'15.4 KM NW FROM DEMING.
 CX1219'0.2 KILOMETER (0.1 MILE) EAST ALONG SPRUCE STREET FROM THE POST OFFICE
 CX1219'IN DEMING, THENCE 15.2 KILOMETERS (9.5 MILES) NORTHWEST ALONG U.S.
 CX1219'HIGHWAY 180, 35.0 METERS (107.2 FEET) NORTH-NORTHWEST AND ACROSS THE
 CX1219'HIGHWAY FROM MILEMARKER 155, 19.1 METERS (62.7 FEET) SOUTHWEST OF THE
 CX1219'CENTERLINE OF THE HIGHWAY AND 0.9 METER (3.2 FEET) SOUTH OF A FENCE.
 CX1219'NOTE= REFUSAL WAS REACHED AT 3.6 METERS (12.0 FEET).  ACCESS TO
 CX1219'DISK IS THROUGH A 4-INCH SCREW PLUG.
 CX1219'THE MARK IS 0.5 METERS  E FROM A WITNESS POST.
 CX1219'THE MARK IS 0.9 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0800 ***********************************************************************
 CY0800  DESIGNATION -  A 359
 CY0800  PID         -  CY0800
 CY0800  STATE/COUNTY-  NM/GRANT
 CY0800  USGS QUAD   -  HURLEY WEST (1992)
 CY0800
 CY0800                         *CURRENT SURVEY CONTROL
 CY0800  ___________________________________________________________________
 CY0800* NAD 83(1986)-  32 43 25.     (N)    108 08 05.     (W)     SCALED    
 CY0800* NAVD 88     -      1748.397  (meters)    5736.20   (feet)  ADJUSTED  
 CY0800  ___________________________________________________________________
 CY0800  GEOID HEIGHT-         -23.66  (meters)                     GEOID03
 CY0800  DYNAMIC HT  -        1745.683 (meters)    5727.30  (feet)  COMP
 CY0800  MODELED GRAV-     979,023.8   (mgal)                       NAVD 88
 CY0800
 CY0800  VERT ORDER  -  FIRST     CLASS II
 CY0800
 CY0800.The horizontal coordinates were scaled from a topographic map and have
 CY0800.an estimated accuracy of +/- 6 seconds.
 CY0800
 CY0800.The orthometric height was determined by differential leveling
 CY0800.and adjusted by the National Geodetic Survey in June 1991..
 CY0800
 CY0800.The geoid height was determined by GEOID03.
 CY0800
 CY0800.The dynamic height is computed by dividing the NAVD 88
 CY0800.geopotential number by the normal gravity value computed on the
 CY0800.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0800.degrees latitude (g = 980.6199 gals.).
 CY0800
 CY0800.The modeled gravity was interpolated from observed gravity values.
 CY0800
 CY0800;                    North         East    Units  Estimated Accuracy
 CY0800;SPC NM W     -   191,150.      801,750.      MT  (+/- 180 meters Scaled)
 CY0800
 CY0800                          SUPERSEDED SURVEY CONTROL
 CY0800
 CY0800.No superseded survey control is available for this station.
 CY0800
 CY0800_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYB685242(NAD 83)
 CY0800_MARKER: DB = BENCH MARK DISK
 CY0800_SETTING: 66 = SET IN ROCK OUTCROP
 CY0800_SP_SET: ROCK OUTCROP
 CY0800_STAMPING: A 359 1980
 CY0800_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CY0800+STABILITY: POSITION/ELEVATION WELL
 CY0800
 CY0800  HISTORY     - Date     Condition        Report By
 CY0800  HISTORY     - 1980     MONUMENTED       NGS
 CY0800
 CY0800                          STATION DESCRIPTION
 CY0800
 CY0800'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CY0800'19.2 KM SE FROM SILVER CITY.
 CY0800'1.0 KILOMETER (0.7 MILE) NORTH ALONG HUDSON STREET (STATE HIGHWAY 90)
 CY0800'FROM THE POST OFFICE IN SILVER CITY, THENCE 18.2 KILOMETERS (11.4
 CY0800'MILES) SOUTHEAST ALONG U.S. HIGHWAY 180, 22.2 METERS (72.9 FEET)
 CY0800'EAST OF THE CENTERLINE OF THE HIGHWAY AND 8.3 METERS (27.0 FEET)
 CY0800'WEST OF A FENCE.
 CY0800'THE MARK IS 0.6 METERS  S FROM A WITNESS POST.
 CY0800'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0136 ***********************************************************************
 DT0136  DESIGNATION -  A 36
 DT0136  PID         -  DT0136
 DT0136  STATE/COUNTY-  NM/GRANT
 DT0136  USGS QUAD   -  WILSON MOUNTAIN (1965)
 DT0136
 DT0136                         *CURRENT SURVEY CONTROL
 DT0136  ___________________________________________________________________
 DT0136* NAD 83(1986)-  33 07 44.     (N)    108 53 41.     (W)     SCALED    
 DT0136* NAVD 88     -      1662.870  (meters)    5455.60   (feet)  ADJUSTED  
 DT0136  ___________________________________________________________________
 DT0136  GEOID HEIGHT-         -24.51  (meters)                     GEOID03
 DT0136  DYNAMIC HT  -        1660.314 (meters)    5447.21  (feet)  COMP
 DT0136  MODELED GRAV-     979,042.1   (mgal)                       NAVD 88
 DT0136
 DT0136  VERT ORDER  -  SECOND    CLASS 0
 DT0136
 DT0136.The horizontal coordinates were scaled from a topographic map and have
 DT0136.an estimated accuracy of +/- 6 seconds.
 DT0136
 DT0136.The orthometric height was determined by differential leveling
 DT0136.and adjusted by the National Geodetic Survey in June 1991..
 DT0136
 DT0136.The geoid height was determined by GEOID03.
 DT0136
 DT0136.The dynamic height is computed by dividing the NAVD 88
 DT0136.geopotential number by the normal gravity value computed on the
 DT0136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0136.degrees latitude (g = 980.6199 gals.).
 DT0136
 DT0136.The modeled gravity was interpolated from observed gravity values.
 DT0136
 DT0136;                    North         East    Units  Estimated Accuracy
 DT0136;SPC NM W     -   236,550.      730,960.      MT  (+/- 180 meters Scaled)
 DT0136
 DT0136                          SUPERSEDED SURVEY CONTROL
 DT0136
 DT0136  NGVD 29 (??/??/92) 1661.974  (m)         5452.66   (f) ADJ UNCH    2 0
 DT0136
 DT0136.Superseded values are not recommended for survey control.
 DT0136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0136.See file dsdata.txt to determine how the superseded data were derived.
 DT0136
 DT0136_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB963675(NAD 83)
 DT0136_MARKER: DB = BENCH MARK DISK
 DT0136_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DT0136_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DT0136_STAMPING: A 36 1934
 DT0136_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DT0136+STABILITY: SURFACE MOTION
 DT0136
 DT0136  HISTORY     - Date     Condition        Report By
 DT0136  HISTORY     - 1934     MONUMENTED       CGS
 DT0136
 DT0136                          STATION DESCRIPTION
 DT0136
 DT0136'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DT0136'4.3 MI E FROM MULE CREEK.
 DT0136'ON STATE HWY. NO. 78, 7.0 MILES WEST OF JUNCTION WITH HWY. NO. 11,
 DT0136'ABOUT 0.3 MILE WEST OF BRIDGE AND RANCH HOUSE, ABOUT 700 FT. NORTH OF
 DT0136'ROCK OUTCROP ON SMALL RIDGE, 75 FT. WEST OF FENCE CORNER AND 18 FT.
 DT0136'NORTH OF CENTER LINE OF HWY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0773 ***********************************************************************
 CY0773  DESIGNATION -  A 360
 CY0773  PID         -  CY0773
 CY0773  STATE/COUNTY-  NM/GRANT
 CY0773  USGS QUAD   -  CIRCLE MESA (1992)
 CY0773
 CY0773                         *CURRENT SURVEY CONTROL
 CY0773  ___________________________________________________________________
 CY0773* NAD 83(1986)-  32 46 09.     (N)    108 25 21.     (W)     SCALED    
 CY0773* NAVD 88     -      1644.477  (meters)    5395.26   (feet)  ADJUSTED  
 CY0773  ___________________________________________________________________
 CY0773  GEOID HEIGHT-         -24.25  (meters)                     GEOID03
 CY0773  DYNAMIC HT  -        1641.912 (meters)    5386.84  (feet)  COMP
 CY0773  MODELED GRAV-     979,020.9   (mgal)                       NAVD 88
 CY0773
 CY0773  VERT ORDER  -  FIRST     CLASS II
 CY0773
 CY0773.The horizontal coordinates were scaled from a topographic map and have
 CY0773.an estimated accuracy of +/- 6 seconds.
 CY0773
 CY0773.The orthometric height was determined by differential leveling
 CY0773.and adjusted by the National Geodetic Survey in June 1991..
 CY0773
 CY0773.The geoid height was determined by GEOID03.
 CY0773
 CY0773.The dynamic height is computed by dividing the NAVD 88
 CY0773.geopotential number by the normal gravity value computed on the
 CY0773.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0773.degrees latitude (g = 980.6199 gals.).
 CY0773
 CY0773.The modeled gravity was interpolated from observed gravity values.
 CY0773
 CY0773;                    North         East    Units  Estimated Accuracy
 CY0773;SPC NM W     -   196,310.      774,800.      MT  (+/- 180 meters Scaled)
 CY0773
 CY0773                          SUPERSEDED SURVEY CONTROL
 CY0773
 CY0773.No superseded survey control is available for this station.
 CY0773
 CY0773_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYB414286(NAD 83)
 CY0773_MARKER: DB = BENCH MARK DISK
 CY0773_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CY0773+WITH SETTING: INFORMATION.
 CY0773_SP_SET: SHALLOW SET METAL ROD
 CY0773_STAMPING: A 360 1980
 CY0773_PROJECTION: FLUSH
 CY0773_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CY0773_ROD/PIPE-DEPTH: 4.3  meters
 CY0773
 CY0773  HISTORY     - Date     Condition        Report By
 CY0773  HISTORY     - 1980     MONUMENTED       NGS
 CY0773
 CY0773                          STATION DESCRIPTION
 CY0773
 CY0773'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CY0773'17.0 KM WNW FROM SILVER CITY.
 CY0773'1.0 KILOMETER (0.7 MILE) NORTH ALONG HUDSON STREET (STATE HIGHWAY 90)
 CY0773'FROM THE POST OFFICE IN SILVER CITY, THENCE 16.0 KILOMETERS (10.0
 CY0773'MILES) WEST-NORTHWEST ALONG U.S. HIGHWAY 180, 0.5 KILOMETER (0.3
 CY0773'MILES) EAST OF MILEMARKER 103, 22.4 METERS (73.5 FEET) NORTH OF THE
 CY0773'CENTERLINE OF THE HIGHWAY AND 0.5 METER (1.9 FEET) SOUTH OF A FENCE.
 CY0773'NOTE=REFUSAL WAS REACHED AT 4.3 METERS (14.0 FEET).  ACCESS TO DISK
 CY0773'IS THROUGH A 4-INCH SCREW PLUG.
 CY0773'THE MARK IS 0.7 METERS  E FROM A WITNESS POST.
 CY0773'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0563 ***********************************************************************
 DT0563  DESIGNATION -  A 361
 DT0563  PID         -  DT0563
 DT0563  STATE/COUNTY-  NM/GRANT
 DT0563  USGS QUAD   -  BUCKHORN (1965)
 DT0563
 DT0563                         *CURRENT SURVEY CONTROL
 DT0563  ___________________________________________________________________
 DT0563* NAD 83(1986)-  33 02 04.     (N)    108 42 15.     (W)     SCALED    
 DT0563* NAVD 88     -      1453.329  (meters)    4768.13   (feet)  ADJUSTED  
 DT0563  ___________________________________________________________________
 DT0563  GEOID HEIGHT-         -24.49  (meters)                     GEOID03
 DT0563  DYNAMIC HT  -        1451.142 (meters)    4760.95  (feet)  COMP
 DT0563  MODELED GRAV-     979,082.9   (mgal)                       NAVD 88
 DT0563
 DT0563  VERT ORDER  -  FIRST     CLASS II
 DT0563
 DT0563.The horizontal coordinates were scaled from a topographic map and have
 DT0563.an estimated accuracy of +/- 6 seconds.
 DT0563
 DT0563.The orthometric height was determined by differential leveling
 DT0563.and adjusted by the National Geodetic Survey in June 1991..
 DT0563
 DT0563.The geoid height was determined by GEOID03.
 DT0563
 DT0563.The dynamic height is computed by dividing the NAVD 88
 DT0563.geopotential number by the normal gravity value computed on the
 DT0563.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0563.degrees latitude (g = 980.6199 gals.).
 DT0563
 DT0563.The modeled gravity was interpolated from observed gravity values.
 DT0563
 DT0563;                    North         East    Units  Estimated Accuracy
 DT0563;SPC NM W     -   225,910.      748,660.      MT  (+/- 180 meters Scaled)
 DT0563
 DT0563                          SUPERSEDED SURVEY CONTROL
 DT0563
 DT0563.No superseded survey control is available for this station.
 DT0563
 DT0563_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYB144574(NAD 83)
 DT0563_MARKER: DB = BENCH MARK DISK
 DT0563_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DT0563+WITH SETTING: INFORMATION.
 DT0563_SP_SET: SHALLOW SET METAL ROD
 DT0563_STAMPING: A 361 1980
 DT0563_PROJECTION: FLUSH
 DT0563_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DT0563_ROD/PIPE-DEPTH: 5.1  meters
 DT0563
 DT0563  HISTORY     - Date     Condition        Report By
 DT0563  HISTORY     - 1980     MONUMENTED       NGS
 DT0563
 DT0563                          STATION DESCRIPTION
 DT0563
 DT0563'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 DT0563'12.2 KM WNW FROM CLIFF.
 DT0563'12.2 KILOMETERS (7.6 MILES)WEST-NORTHWEST ALONG U.S. HIGHWAY 180 FROM
 DT0563'THE POST OFFICE IN CLIFF, 0.6 KILOMETER (0.4 MILE) WEST-NORTHWEST OF
 DT0563'MILEMARKER 77, 63.3 METERS (207.7 FEET) SOUTH-SOUTHEAST AND ACROSS THE
 DT0563'HIGHWAY FROM THE SOUTHEAST CORNER OF THE BUCKHORN TRADING POST AND
 DT0563'TEXACO SERVICE STATION, 28.5 METERS (93.6 FEET) NORTHEAST AND ACROSS
 DT0563'THE HIGHWAY FROM THE CENTER OF A GRAVEL ROAD LEADING SOUTHWEST, 22.4
 DT0563'METERS (73.6 FEET) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 4.5
 DT0563'METERS (14.9 FEET) NORTHWEST OF THE NORTHWEST END OF A GATE POST AND
 DT0563'0.3 METER (1.0 FOOT) SOUTHWEST OF A FENCE.  NOTE=REFUSAL WAS REACHED
 DT0563'AT 5.1 METERS (17.0 FEET).  ACCESS TO DISK IS THROUGH A 4-INCH SCREW
 DT0563'PLUG.
 DT0563'THE MARK IS 0.6 METERS  WNW FROM A WITNESS POST.
 DT0563'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1193 ***********************************************************************
 CX1193  DESIGNATION -  A 362
 CX1193  PID         -  CX1193
 CX1193  STATE/COUNTY-  NM/LUNA
 CX1193  USGS QUAD   -  DEMING WEST (1972)
 CX1193
 CX1193                         *CURRENT SURVEY CONTROL
 CX1193  ___________________________________________________________________
 CX1193* NAD 83(1986)-  32 16 03.     (N)    107 45 37.     (W)     SCALED    
 CX1193* NAVD 88     -      1325.540  (meters)    4348.88   (feet)  ADJUSTED  
 CX1193  ___________________________________________________________________
 CX1193  GEOID HEIGHT-         -24.58  (meters)                     GEOID03
 CX1193  DYNAMIC HT  -        1323.534 (meters)    4342.29  (feet)  COMP
 CX1193  MODELED GRAV-     979,080.1   (mgal)                       NAVD 88
 CX1193
 CX1193  VERT ORDER  -  FIRST     CLASS II
 CX1193
 CX1193.The horizontal coordinates were scaled from a topographic map and have
 CX1193.an estimated accuracy of +/- 6 seconds.
 CX1193
 CX1193.The orthometric height was determined by differential leveling
 CX1193.and adjusted by the National Geodetic Survey in June 1991..
 CX1193
 CX1193.The geoid height was determined by GEOID03.
 CX1193
 CX1193.The dynamic height is computed by dividing the NAVD 88
 CX1193.geopotential number by the normal gravity value computed on the
 CX1193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX1193.degrees latitude (g = 980.6199 gals.).
 CX1193
 CX1193.The modeled gravity was interpolated from observed gravity values.
 CX1193
 CX1193;                    North         East    Units  Estimated Accuracy
 CX1193;SPC NM W     -   140,530.      836,880.      MT  (+/- 180 meters Scaled)
 CX1193
 CX1193                          SUPERSEDED SURVEY CONTROL
 CX1193
 CX1193.No superseded survey control is available for this station.
 CX1193
 CX1193_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBR399734(NAD 83)
 CX1193_MARKER: DB = BENCH MARK DISK
 CX1193_SETTING: 41 = SET IN A LARGE STRUCTURE WITH FOUNDATIONS ON BEDROCK
 CX1193_SP_SET: BRICK BUILDING
 CX1193_STAMPING: A 362 1980
 CX1193_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CX1193+STABILITY: POSITION/ELEVATION WELL
 CX1193
 CX1193  HISTORY     - Date     Condition        Report By
 CX1193  HISTORY     - 1980     MONUMENTED       NGS
 CX1193
 CX1193                          STATION DESCRIPTION
 CX1193
 CX1193'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CX1193'IN DEMING.
 CX1193'IN DEMING, SET VERTICALLY IN THE NORTH WALL OF THE EAST WING OF
 CX1193'THE DEMING POST OFFICE, 21.6 METERS (71.0 FEET) WEST OF THE CENTER
 CX1193'OF COPPER STREET, 7.6 METERS (25.0 FEET) SOUTHEAST OF THE CENTER OF
 CX1193'A DOOR AND 3.4 METERS (11.0 FEET) SOUTH OF THE CURB OF A PARKING
 CX1193'LOT.
 CX1193'THE MARK IS 0.5 METERS  SE FROM  WINDOW WELL RAILING
 CX1193'THE MARK IS 1.3 M ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0558 ***********************************************************************
 DT0558  DESIGNATION -  A 363
 DT0558  PID         -  DT0558
 DT0558  STATE/COUNTY-  NM/GRANT
 DT0558  USGS QUAD   -  BEAR MOUNTAIN (1965)
 DT0558
 DT0558                         *CURRENT SURVEY CONTROL
 DT0558  ___________________________________________________________________
 DT0558* NAD 83(1986)-  33 05 01.     (N)    108 45 40.     (W)     SCALED    
 DT0558* NAVD 88     -      1518.111  (meters)    4980.67   (feet)  ADJUSTED  
 DT0558  ___________________________________________________________________
 DT0558  GEOID HEIGHT-         -24.45  (meters)                     GEOID03
 DT0558  DYNAMIC HT  -        1515.808 (meters)    4973.11  (feet)  COMP
 DT0558  MODELED GRAV-     979,067.6   (mgal)                       NAVD 88
 DT0558
 DT0558  VERT ORDER  -  FIRST     CLASS II
 DT0558
 DT0558.The horizontal coordinates were scaled from a topographic map and have
 DT0558.an estimated accuracy of +/- 6 seconds.
 DT0558
 DT0558.The orthometric height was determined by differential leveling
 DT0558.and adjusted by the National Geodetic Survey in June 1991..
 DT0558
 DT0558.The geoid height was determined by GEOID03.
 DT0558
 DT0558.The dynamic height is computed by dividing the NAVD 88
 DT0558.geopotential number by the normal gravity value computed on the
 DT0558.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0558.degrees latitude (g = 980.6199 gals.).
 DT0558
 DT0558.The modeled gravity was interpolated from observed gravity values.
 DT0558
 DT0558;                    North         East    Units  Estimated Accuracy
 DT0558;SPC NM W     -   231,410.      743,380.      MT  (+/- 180 meters Scaled)
 DT0558
 DT0558                          SUPERSEDED SURVEY CONTROL
 DT0558
 DT0558.No superseded survey control is available for this station.
 DT0558
 DT0558_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYB089627(NAD 83)
 DT0558_MARKER: DB = BENCH MARK DISK
 DT0558_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DT0558_SP_SET: CONCRETE ABUTMENT
 DT0558_STAMPING: A 363 1980
 DT0558_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DT0558
 DT0558  HISTORY     - Date     Condition        Report By
 DT0558  HISTORY     - 1980     MONUMENTED       NGS
 DT0558
 DT0558                          STATION DESCRIPTION
 DT0558
 DT0558'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 DT0558'20.1 KM WNW FROM CLIFF.
 DT0558'20.1 KILOMETERS (12.5 MILES) WEST-NORTHWEST ALONG U.S. HIGHWAY 180
 DT0558'FROM THE POST OFFICE IN CLIFF, IN THE TOP OF THE SOUTHEAST END OF
 DT0558'THE SOUTHWEST ABUTMENT OF A CONCRETE BRIDGE ACROSS DUCK CREEK AND 7.8
 DT0558'METERS (25.7 FEET) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY.
 DT0558'THE MARK IS 0.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0532 ***********************************************************************
 DT0532  DESIGNATION -  A 364
 DT0532  PID         -  DT0532
 DT0532  STATE/COUNTY-  NM/CATRON
 DT0532  USGS QUAD   -  ALMA (1963)
 DT0532
 DT0532                         *CURRENT SURVEY CONTROL
 DT0532  ___________________________________________________________________
 DT0532* NAD 83(1986)-  33 23 36.     (N)    108 54 02.     (W)     SCALED    
 DT0532* NAVD 88     -      1499.818  (meters)    4920.65   (feet)  ADJUSTED  
 DT0532  ___________________________________________________________________
 DT0532  GEOID HEIGHT-         -23.91  (meters)                     GEOID03
 DT0532  DYNAMIC HT  -        1497.558 (meters)    4913.24  (feet)  COMP
 DT0532  MODELED GRAV-     979,079.0   (mgal)                       NAVD 88
 DT0532
 DT0532  VERT ORDER  -  FIRST     CLASS II
 DT0532
 DT0532.The horizontal coordinates were scaled from a topographic map and have
 DT0532.an estimated accuracy of +/- 6 seconds.
 DT0532
 DT0532.The orthometric height was determined by differential leveling
 DT0532.and adjusted by the National Geodetic Survey in June 1991..
 DT0532
 DT0532.The geoid height was determined by GEOID03.
 DT0532
 DT0532.The dynamic height is computed by dividing the NAVD 88
 DT0532.geopotential number by the normal gravity value computed on the
 DT0532.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0532.degrees latitude (g = 980.6199 gals.).
 DT0532
 DT0532.The modeled gravity was interpolated from observed gravity values.
 DT0532
 DT0532;                    North         East    Units  Estimated Accuracy
 DT0532;SPC NM W     -   265,880.      730,720.      MT  (+/- 180 meters Scaled)
 DT0532
 DT0532                          SUPERSEDED SURVEY CONTROL
 DT0532
 DT0532.No superseded survey control is available for this station.
 DT0532
 DT0532_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB952968(NAD 83)
 DT0532_MARKER: DB = BENCH MARK DISK
 DT0532_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DT0532_SP_SET: CONCRETE HEADWALL
 DT0532_STAMPING: A 364 1980
 DT0532_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DT0532+STABILITY: SURFACE MOTION
 DT0532
 DT0532  HISTORY     - Date     Condition        Report By
 DT0532  HISTORY     - 1980     MONUMENTED       NGS
 DT0532
 DT0532                          STATION DESCRIPTION
 DT0532
 DT0532'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 DT0532'9.7 KM NW FROM GLENWOOD.
 DT0532'9.7 KILOMETERS (6.0 MILES) NORTHWEST ALONG U. S. HIGHWAY 180 FROM
 DT0532'THE POST OFFICE IN GLENWOOD, IN TOP AND 0.2 METER (0.7 FOOT)
 DT0532'NORTHWEST OF THE SOUTHEAST END OF THE NORTHWEST HEADWALL OF A
 DT0532'CONCRETE CULVERT SETTING ON BEDROCK, 66.5 METERS (218.0 FEET)
 DT0532'NORTHWEST OF MILE POLE 45 AND 9.1 METERS (30.0 FEET) WEST OF THE
 DT0532'CENTER OF THE HIGHWAY.
 DT0532'THE MARK IS 0.9 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1275 ***********************************************************************
 CX1275  DESIGNATION -  A 366
 CX1275  PID         -  CX1275
 CX1275  STATE/COUNTY-  NM/SIERRA
 CX1275  USGS QUAD   -  CABALLO (1980)
 CX1275
 CX1275                         *CURRENT SURVEY CONTROL
 CX1275  ___________________________________________________________________
 CX1275* NAD 83(1986)-  32 57 13.     (N)    107 18 57.     (W)     SCALED    
 CX1275* NAVD 88     -      1323.689  (meters)    4342.80   (feet)  ADJUSTED  
 CX1275  ___________________________________________________________________
 CX1275  GEOID HEIGHT-         -23.59  (meters)                     GEOID03
 CX1275  DYNAMIC HT  -        1321.725 (meters)    4336.36  (feet)  COMP
 CX1275  MODELED GRAV-     979,108.9   (mgal)                       NAVD 88
 CX1275
 CX1275  VERT ORDER  -  FIRST     CLASS II
 CX1275
 CX1275.The horizontal coordinates were scaled from a topographic map and have
 CX1275.an estimated accuracy of +/- 6 seconds.
 CX1275
 CX1275.The orthometric height was determined by differential leveling
 CX1275.and adjusted by the National Geodetic Survey in June 1991..
 CX1275
 CX1275.The geoid height was determined by GEOID03.
 CX1275
 CX1275.The dynamic height is computed by dividing the NAVD 88
 CX1275.geopotential number by the normal gravity value computed on the
 CX1275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX1275.degrees latitude (g = 980.6199 gals.).
 CX1275
 CX1275.The modeled gravity was interpolated from observed gravity values.
 CX1275
 CX1275;                    North         East    Units  Estimated Accuracy
 CX1275;SPC NM W     -   216,730.      878,380.      MT  (+/- 180 meters Scaled)
 CX1275
 CX1275                          SUPERSEDED SURVEY CONTROL
 CX1275
 CX1275.No superseded survey control is available for this station.
 CX1275
 CX1275_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBS835485(NAD 83)
 CX1275_MARKER: Z = SEE DESCRIPTION
 CX1275_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CX1275_SP_SET: STEEL COLUMN
 CX1275_STAMPING: A 366 1980
 CX1275_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CX1275
 CX1275  HISTORY     - Date     Condition        Report By
 CX1275  HISTORY     - 1980     MONUMENTED       NGS
 CX1275
 CX1275                          STATION DESCRIPTION
 CX1275
 CX1275'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CX1275'2.4 KM SOUTH FROM CABALLO.
 CX1275'2.1 KILOMETERS (1.3 MILES) SOUTH ALONG U.S. HIGHWAY 85 FROM THE
 CX1275'POST OFFICE IN CABALLO, THENCE 0.3 KILOMETER (0.2 MILE)
 CX1275'NORTHWEST ALONG STATE HIGHWAY 90, AT THE INTERSECTION OF STATE
 CX1275'HIGHWAY 90 AND INTERSTATE HIGHWAY 25, 5.8 METERS (19.0 FEET)
 CX1275'NORTH OF THE CENTER LINE OF THE HIGHWAY.  NOTE=THIS MARK IS AN
 CX1275'ETCHED CROSS IN THE SOUTH FACE OF THE WEST STEEL COLUMN IN THE ROW
 CX1275'OF COLUMNS NORTH OF THE HIGHWAY, STAMPED A 366 1980 IN THE STEEL
 CX1275'COLUMN.
 CX1275'THE MARK IS 1.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS1052 ***********************************************************************
 DS1052  DESIGNATION -  A 367
 DS1052  PID         -  DS1052
 DS1052  STATE/COUNTY-  NM/SOCORRO
 DS1052  USGS QUAD   -  INDIAN WELL WILDERNESS (1981)
 DS1052
 DS1052                         *CURRENT SURVEY CONTROL
 DS1052  ___________________________________________________________________
 DS1052* NAD 83(1986)-  33 47 54.     (N)    106 53 36.     (W)     SCALED    
 DS1052* NAVD 88     -      1373.829  (meters)    4507.30   (feet)  ADJUSTED  
 DS1052  ___________________________________________________________________
 DS1052  GEOID HEIGHT-         -22.56  (meters)                     GEOID03
 DS1052  DYNAMIC HT  -        1371.876 (meters)    4500.90  (feet)  COMP
 DS1052  MODELED GRAV-     979,168.0   (mgal)                       NAVD 88
 DS1052
 DS1052  VERT ORDER  -  FIRST     CLASS II
 DS1052
 DS1052.The horizontal coordinates were scaled from a topographic map and have
 DS1052.an estimated accuracy of +/- 6 seconds.
 DS1052
 DS1052.The orthometric height was determined by differential leveling
 DS1052.and adjusted by the National Geodetic Survey in June 1991..
 DS1052
 DS1052.The geoid height was determined by GEOID03.
 DS1052
 DS1052.The dynamic height is computed by dividing the NAVD 88
 DS1052.geopotential number by the normal gravity value computed on the
 DS1052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS1052.degrees latitude (g = 980.6199 gals.).
 DS1052
 DS1052.The modeled gravity was interpolated from observed gravity values.
 DS1052
 DS1052;                    North         East    Units  Estimated Accuracy
 DS1052;SPC NM C     -   310,470.      440,430.      MT  (+/- 180 meters Scaled)
 DS1052
 DS1052                          SUPERSEDED SURVEY CONTROL
 DS1052
 DS1052.No superseded survey control is available for this station.
 DS1052
 DS1052_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT247414(NAD 83)
 DS1052_MARKER: DB = BENCH MARK DISK
 DS1052_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DS1052_SP_SET: STAINLESS STEEL ROD
 DS1052_STAMPING: A 367 1980
 DS1052_PROJECTION: FLUSH
 DS1052_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DS1052_ROD/PIPE-DEPTH: 15.2 meters
 DS1052
 DS1052  HISTORY     - Date     Condition        Report By
 DS1052  HISTORY     - 1980     MONUMENTED       NGS
 DS1052
 DS1052                          STATION DESCRIPTION
 DS1052
 DS1052'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 DS1052'13.6 KM SW FROM SAN ANTONIO.
 DS1052'0.2 KILOMETER (0.1 MILE) EAST ALONG U.S. HIGHWAY 380 FROM THE POST
 DS1052'OFFICE IN SAN ANTONIO, THENCE 13.4 KILOMETERS (8.3 MILES) SOUTH ALONG
 DS1052'STATE HIGHWAY 1, 0.8 KILOMETER (0.5 MILE) SOUTH OF THE ENTRANCE TO A
 DS1052'WILDLIFE REFUGE, 13.3 METERS (43.6 FEET) EAST OF THE CENTER LINE OF
 DS1052'THE HIGHWAY, 3.8 METERS (12.5 FEET) NORTH OF A NORTH GATE POST AND
 DS1052'0.4 METER (1.3 FEET) WEST OF A FENCE.  NOTE=ACCESS TO THE DISK IS
 DS1052'THROUGH A 4-INCH SCREW PLUG.
 DS1052'THE MARK IS 0.6 METERS  S FROM A WITNESS POST.
 DS1052'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS1015 ***********************************************************************
 DS1015  DESIGNATION -  A 368
 DS1015  PID         -  DS1015
 DS1015  STATE/COUNTY-  NM/SIERRA
 DS1015  USGS QUAD   -  HUERFANO HILL (1980)
 DS1015
 DS1015                         *CURRENT SURVEY CONTROL
 DS1015  ___________________________________________________________________
 DS1015* NAD 83(1986)-  33 20 28.     (N)    107 17 25.     (W)     SCALED    
 DS1015* NAVD 88     -      1525.369  (meters)    5004.48   (feet)  ADJUSTED  
 DS1015  ___________________________________________________________________
 DS1015  GEOID HEIGHT-         -23.06  (meters)                     GEOID03
 DS1015  DYNAMIC HT  -        1523.125 (meters)    4997.12  (feet)  COMP
 DS1015  MODELED GRAV-     979,112.2   (mgal)                       NAVD 88
 DS1015
 DS1015  VERT ORDER  -  FIRST     CLASS II
 DS1015
 DS1015.The horizontal coordinates were scaled from a topographic map and have
 DS1015.an estimated accuracy of +/- 6 seconds.
 DS1015
 DS1015.The orthometric height was determined by differential leveling
 DS1015.and adjusted by the National Geodetic Survey in June 1991..
 DS1015
 DS1015.The geoid height was determined by GEOID03.
 DS1015
 DS1015.The dynamic height is computed by dividing the NAVD 88
 DS1015.geopotential number by the normal gravity value computed on the
 DS1015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS1015.degrees latitude (g = 980.6199 gals.).
 DS1015
 DS1015.The modeled gravity was interpolated from observed gravity values.
 DS1015
 DS1015;                    North         East    Units  Estimated Accuracy
 DS1015;SPC NM W     -   259,720.      880,550.      MT  (+/- 180 meters Scaled)
 DS1015
 DS1015                          SUPERSEDED SURVEY CONTROL
 DS1015
 DS1015.No superseded survey control is available for this station.
 DS1015
 DS1015_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBS868914(NAD 83)
 DS1015_MARKER: DB = BENCH MARK DISK
 DS1015_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DS1015+WITH SETTING: INFORMATION.
 DS1015_SP_SET: SHALLOW SET METAL ROD
 DS1015_STAMPING: A 368 1980
 DS1015_PROJECTION: FLUSH
 DS1015_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DS1015_ROD/PIPE-DEPTH: 1.5  meters
 DS1015
 DS1015  HISTORY     - Date     Condition        Report By
 DS1015  HISTORY     - 1980     MONUMENTED       NGS
 DS1015
 DS1015                          STATION DESCRIPTION
 DS1015
 DS1015'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 DS1015'24.7 KM NE FROM TRUTH OR CONSEQUENCES.
 DS1015'18.7 KILOMETERS (11.6 MILES) NORTH ALONG U.S. HIGHWAY 85 FROM THE
 DS1015'COURTHOUSE IN TRUTH OR CONSEQUENCES, THENCE 0.3 KILOMETER (0.2 MILE)
 DS1015'EAST ALONG A PAVED ROAD, THENCE 4.3 KILOMETERS (2.7 MILES) NORTH
 DS1015'ALONG INTERSTATE HIGHWAY 25 TO EXIT 92, THENCE 1.4 KILOMETERS
 DS1015'(0.9 MILE) NORTH ALONG STATE HIGHWAY 1, AT A GRAVEL ROAD LEADING
 DS1015'WEST TO A T.V. RELAY STATION, 30.0 METERS (98.4 FEET) WEST OF THE
 DS1015'CENTER LINE OF THE HIGHWAY, 10.5 METERS (34.4 FEET) NORTH OF THE
 DS1015'CENTER OF THE ROAD AND 5.8 METERS (18.9 FEET) NORTH OF THE NORTH
 DS1015'END OF A CATTLE GUARD.  NOTE=REFUSAL WAS REACHED AT 1.5 METERS
 DS1015'(5.0 FEET).  ACCESS TO THE DISK IS THROUGH A 4-INCH SCREW PLUG.
 DS1015'THE MARK IS 0.4 METERS  N FROM A WITNESS POST.
 DS1015'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0999 ***********************************************************************
 DS0999  DESIGNATION -  A 369
 DS0999  PID         -  DS0999
 DS0999  STATE/COUNTY-  NM/SIERRA
 DS0999  USGS QUAD   -  ELEPHANT BUTTE (1980)
 DS0999
 DS0999                         *CURRENT SURVEY CONTROL
 DS0999  ___________________________________________________________________
 DS0999* NAD 83(1986)-  33 10 22.     (N)    107 14 21.     (W)     SCALED    
 DS0999* NAVD 88     -      1348.775  (meters)    4425.11   (feet)  ADJUSTED  
 DS0999  ___________________________________________________________________
 DS0999  GEOID HEIGHT-         -23.24  (meters)                     GEOID03
 DS0999  DYNAMIC HT  -        1346.823 (meters)    4418.70  (feet)  COMP
 DS0999  MODELED GRAV-     979,143.7   (mgal)                       NAVD 88
 DS0999
 DS0999  VERT ORDER  -  FIRST     CLASS II
 DS0999
 DS0999.The horizontal coordinates were scaled from a topographic map and have
 DS0999.an estimated accuracy of +/- 6 seconds.
 DS0999
 DS0999.The orthometric height was determined by differential leveling
 DS0999.and adjusted by the National Geodetic Survey in June 1991..
 DS0999
 DS0999.The geoid height was determined by GEOID03.
 DS0999
 DS0999.The dynamic height is computed by dividing the NAVD 88
 DS0999.geopotential number by the normal gravity value computed on the
 DS0999.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0999.degrees latitude (g = 980.6199 gals.).
 DS0999
 DS0999.The modeled gravity was interpolated from observed gravity values.
 DS0999
 DS0999;                    North         East    Units  Estimated Accuracy
 DS0999;SPC NM W     -   241,070.      885,410.      MT  (+/- 180 meters Scaled)
 DS0999
 DS0999                          SUPERSEDED SURVEY CONTROL
 DS0999
 DS0999.No superseded survey control is available for this station.
 DS0999
 DS0999_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBS912726(NAD 83)
 DS0999_MARKER: DB = BENCH MARK DISK
 DS0999_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DS0999_SP_SET: STAINLESS STEEL ROD
 DS0999_STAMPING: A 369 1980
 DS0999_PROJECTION: FLUSH
 DS0999_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DS0999_ROD/PIPE-DEPTH: 4.0  meters
 DS0999
 DS0999  HISTORY     - Date     Condition        Report By
 DS0999  HISTORY     - 1980     MONUMENTED       NGS
 DS0999
 DS0999                          STATION DESCRIPTION
 DS0999
 DS0999'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 DS0999'4.8 KM NNW FROM TRUTH OR CONSEQUENCES.
 DS0999'4.8 KILOMETERS (3.0 MILES) NORTH AND NORTHWEST ALONG U.S. HIGHWAY 85
 DS0999'(DATE STREET) FROM THE SIERRA COUNTY COURTHOUSE IN TRUTH OR
 DS0999'CONSEQUENCES, IN THE SOUTHEAST QUADRANT OF THE JUNCTION OF U.S.
 DS0999'HIGHWAY 85 AND STATE HIGHWAY 52 SPUR, AT THE NORTHWEST CORNER OF A
 DS0999'ROAD SIDE PARK, 33.6 METERS (110.4 FEET) EAST-NORTHEAST OF THE CENTER
 DS0999'LINE OF THE HIGHWAY, 39.2 METERS (128.5 FEET) SOUTH-SOUTHEAST OF
 DS0999'THE CENTER LINE OF THE STATE HIGHWAY AND 0.8 METERS (2.6 FEET)
 DS0999'EAST-NORTHEAST OF A POWER POLE WITH ONE GUY WIRE.  NOTE=ACCESS TO
 DS0999'THE DISK IS THROUGH A 4-INCH SCREW PLUG.  REFUSAL WAS MET AT 4.0
 DS0999'METERS.
 DS0999'THE MARK IS 0.4 METERS  WSW FROM A WITNESS POST.
 DS0999'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0851 ***********************************************************************
 CY0851  DESIGNATION -  A 37
 CY0851  PID         -  CY0851
 CY0851  STATE/COUNTY-  NM/GRANT
 CY0851  USGS QUAD   -  ANTELOPE RIDGE (1990)
 CY0851
 CY0851                         *CURRENT SURVEY CONTROL
 CY0851  ___________________________________________________________________
 CY0851* NAD 83(1986)-  32 59 52.     (N)    108 40 06.     (W)     SCALED    
 CY0851* NAVD 88     -      1428.503  (meters)    4686.68   (feet)  POSTED    
 CY0851  ___________________________________________________________________
 CY0851  GEOID HEIGHT-         -24.52  (meters)                     GEOID03
 CY0851  DYNAMIC HT  -        1426.350 (meters)    4679.62  (feet)  COMP
 CY0851  MODELED GRAV-     979,082.2   (mgal)                       NAVD 88
 CY0851
 CY0851  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 CY0851
 CY0851.The horizontal coordinates were scaled from a topographic map and have
 CY0851.an estimated accuracy of +/- 6 seconds.
 CY0851
 CY0851.The orthometric height was determined by differential leveling
 CY0851.and adjusted by the National Geodetic Survey in 1992..
 CY0851.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 CY0851.rate of 0.0 thru 1.0 mm/km.
 CY0851
 CY0851.The geoid height was determined by GEOID03.
 CY0851
 CY0851.The dynamic height is computed by dividing the NAVD 88
 CY0851.geopotential number by the normal gravity value computed on the
 CY0851.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0851.degrees latitude (g = 980.6199 gals.).
 CY0851
 CY0851.The modeled gravity was interpolated from observed gravity values.
 CY0851
 CY0851;                    North         East    Units  Estimated Accuracy
 CY0851;SPC NM W     -   221,820.      751,970.      MT  (+/- 180 meters Scaled)
 CY0851
 CY0851                          SUPERSEDED SURVEY CONTROL
 CY0851
 CY0851  NGVD 29 (??/??/92) 1427.666  (m)         4683.93   (f) ADJ UNCH    1 2
 CY0851
 CY0851.Superseded values are not recommended for survey control.
 CY0851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0851.See file dsdata.txt to determine how the superseded data were derived.
 CY0851
 CY0851_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYB178534(NAD 83)
 CY0851_MARKER: DB = BENCH MARK DISK
 CY0851_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0851_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0851_STAMPING: A-37 1934
 CY0851_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0851+STABILITY: SURFACE MOTION
 CY0851
 CY0851  HISTORY     - Date     Condition        Report By
 CY0851  HISTORY     - 1934     MONUMENTED       CGS
 CY0851
 CY0851                          STATION DESCRIPTION
 CY0851
 CY0851'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CY0851'4.4 MI N FROM CLIFF.
 CY0851'4.4 MI NORTH ALONG STATE HWY NO. 11, FROM POST OFFICE. ON STATE HWY
 CY0851'NO.11, ABOUT 3.4 MI SOUTH OF BUCKHORN POST OFFICE, IN A HOLLOW BETWEEN
 CY0851'TWO ROUNDED HILLS, 30 FEET NORTHEAST OF THE CENTERLINE OF THE HWY.
 CY0851'ALSO ABOUT 0.3 MI SOUTHEAST OF A CONCRETE HOUSE WHICH IS ABOUT 100 YDS
 CY0851'NORTHEAST OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0852 ***********************************************************************
 CY0852  DESIGNATION -  A 37 RESET
 CY0852  PID         -  CY0852
 CY0852  STATE/COUNTY-  NM/GRANT
 CY0852  USGS QUAD   -  ANTELOPE RIDGE (1990)
 CY0852
 CY0852                         *CURRENT SURVEY CONTROL
 CY0852  ___________________________________________________________________
 CY0852* NAD 83(1986)-  32 59 52.     (N)    108 40 06.     (W)     SCALED    
 CY0852* NAVD 88     -      1429.44   (+/-2cm)    4689.8    (feet)  VERTCON   
 CY0852  ___________________________________________________________________
 CY0852  GEOID HEIGHT-         -24.52  (meters)                     GEOID03
 CY0852
 CY0852  VERT ORDER  -  THIRD (See Below)
 CY0852
 CY0852.The horizontal coordinates were scaled from a topographic map and have
 CY0852.an estimated accuracy of +/- 6 seconds.
 CY0852
 CY0852.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0852.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0852.The vertical order pertains to the NGVD 29 superseded value.
 CY0852
 CY0852.The geoid height was determined by GEOID03.
 CY0852
 CY0852;                    North         East    Units  Estimated Accuracy
 CY0852;SPC NM W     -   221,820.      751,970.      MT  (+/- 180 meters Scaled)
 CY0852
 CY0852                          SUPERSEDED SURVEY CONTROL
 CY0852
 CY0852  NGVD 29 (??/??/??) 1428.61   (m)         4687.0    (f) RESET       3  
 CY0852
 CY0852.Superseded values are not recommended for survey control.
 CY0852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0852.See file dsdata.txt to determine how the superseded data were derived.
 CY0852
 CY0852_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYB178534(NAD 83)
 CY0852_MARKER: DB = BENCH MARK DISK
 CY0852_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0852_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0852_STAMPING: A 37 1934 RESET 1965
 CY0852_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0852+STABILITY: SURFACE MOTION
 CY0852
 CY0852  HISTORY     - Date     Condition        Report By
 CY0852  HISTORY     - 1965     MONUMENTED       MNHD
 CY0852  HISTORY     - 1980     MARK NOT FOUND   NGS
 CY0852
 CY0852                          STATION DESCRIPTION
 CY0852
 CY0852'DESCRIBED BY MN HIGHWAY DEPT 1965
 CY0852'4.4 MI NW FROM CLIFF.
 CY0852'ABOUT 4.4 MILES NORTHWEST ALONG U.S. HIGHWAY 180 FROM THE POST OFFICE
 CY0852'AT CLIFF, ABOUT 3.4 MILES SOUTHWEST OF THE POST OFFICE AT BUCKHORN, IN
 CY0852'A HOLLOW BETWEEN TWO ROUNDED HILLS, ABOUT 72 FEET LEFT OF THE CENTER
 CY0852'LINE OF THE HIGHWAY AT STATION 154+64.70, SET IN THE TOP OF A CONCRETE
 CY0852'POST.
 CY0852
 CY0852                          STATION RECOVERY (1980)
 CY0852
 CY0852'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CY0852'NOTE=A THOROUGH SEARCH WAS MADE IN THIS AREA FOR THIS MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0527 ***********************************************************************
 EQ0527  DESIGNATION -  A 370
 EQ0527  PID         -  EQ0527
 EQ0527  STATE/COUNTY-  NM/SOCORRO
 EQ0527  USGS QUAD   -  ARROWHEAD WELL (1995)
 EQ0527
 EQ0527                         *CURRENT SURVEY CONTROL
 EQ0527  ___________________________________________________________________
 EQ0527* NAD 83(1986)-  34 04 09.     (N)    107 35 42.     (W)     SCALED    
 EQ0527* NAVD 88     -      2135.242  (meters)    7005.37   (feet)  ADJUSTED  
 EQ0527  ___________________________________________________________________
 EQ0527  GEOID HEIGHT-         -21.63  (meters)                     GEOID03
 EQ0527  DYNAMIC HT  -        2131.909 (meters)    6994.44  (feet)  COMP
 EQ0527  MODELED GRAV-     978,998.3   (mgal)                       NAVD 88
 EQ0527
 EQ0527  VERT ORDER  -  FIRST     CLASS II
 EQ0527
 EQ0527.The horizontal coordinates were scaled from a topographic map and have
 EQ0527.an estimated accuracy of +/- 6 seconds.
 EQ0527
 EQ0527.The orthometric height was determined by differential leveling
 EQ0527.and adjusted by the National Geodetic Survey in June 1991..
 EQ0527
 EQ0527.The geoid height was determined by GEOID03.
 EQ0527
 EQ0527.The dynamic height is computed by dividing the NAVD 88
 EQ0527.geopotential number by the normal gravity value computed on the
 EQ0527.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0527.degrees latitude (g = 980.6199 gals.).
 EQ0527
 EQ0527.The modeled gravity was interpolated from observed gravity values.
 EQ0527
 EQ0527;                    North         East    Units  Estimated Accuracy
 EQ0527;SPC NM C     -   341,140.      375,850.      MT  (+/- 180 meters Scaled)
 EQ0527
 EQ0527                          SUPERSEDED SURVEY CONTROL
 EQ0527
 EQ0527.No superseded survey control is available for this station.
 EQ0527
 EQ0527_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBT605728(NAD 83)
 EQ0527_MARKER: DB = BENCH MARK DISK
 EQ0527_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 EQ0527_SP_SET: FOUNDATION
 EQ0527_STAMPING: A 370 1980
 EQ0527_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EQ0527+STABILITY: POSITION/ELEVATION WELL
 EQ0527
 EQ0527  HISTORY     - Date     Condition        Report By
 EQ0527  HISTORY     - 1980     MONUMENTED       NGS
 EQ0527
 EQ0527                          STATION DESCRIPTION
 EQ0527
 EQ0527'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 EQ0527'29.1 KM SE FROM DATIL.
 EQ0527'25.6 KM (15.9 MI) EASTERLY ALONG U.S. HIGHWAY 60 FROM
 EQ0527'THE JUNCTION OF STATE HIGHWAY 12 IN DATIL, THENCE 3.5 KM
 EQ0527'(2.15 MI) SOUTH-SOUTHWEST ALONG STATE HIGHWAY 78, THENCE 0.1
 EQ0527'KM (0.05 MI) WEST-NORTHWEST ALONG A RAILROAD SPUR CROSSING
 EQ0527'THE HIGHWAY AND ALSO LEADING TO THE NATIONAL RADIO ASTRONOMY
 EQ0527'OBSERVATORY, SET VERTICALLY IN THE EAST-SOUTHEAST FACE OF THE
 EQ0527'EASTERN MOST ONE OF THREE FOUNDATIONS OF A VERY LARGE CONCRETE
 EQ0527'ANTENNA MOUNT, 100.6 METERS (330.0 FT) WEST-NORTHWEST OF THE
 EQ0527'CENTERLINE OF THE HIGHWAY, 24.7 METERS (81.0 FT) SOUTH-SOUTHWEST
 EQ0527'OF THE SOUTH-SOUTHWEST RAIL OF THE RAILROAD SPUR, 9.6 METERS
 EQ0527'(31.5 FT) WEST-NORTHWEST OF THE EAST-SOUTHEAST SIDE OF THE FENCE,
 EQ0527'2.1 METERS (6.9 FT) EAST-SOUTHEAST OF THE EAST-SOUTHEAST RAIL
 EQ0527'OF AN ADDITIONAL SHORT SPUR LEADING INTO A FENCED AREA.
 EQ0527'THE MARK IS 1.2 M ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0612 ***********************************************************************
 DT0612  DESIGNATION -  A 372
 DT0612  PID         -  DT0612
 DT0612  STATE/COUNTY-  NM/CATRON
 DT0612  USGS QUAD   -  SQUIRREL SPRINGS CANYON (1965)
 DT0612
 DT0612                         *CURRENT SURVEY CONTROL
 DT0612  ___________________________________________________________________
 DT0612* NAD 83(1986)-  33 50 30.     (N)    108 36 48.     (W)     SCALED    
 DT0612* NAVD 88     -      1963.349  (meters)    6441.42   (feet)  ADJUSTED  
 DT0612  ___________________________________________________________________
 DT0612  GEOID HEIGHT-         -22.28  (meters)                     GEOID03
 DT0612  DYNAMIC HT  -        1960.297 (meters)    6431.41  (feet)  COMP
 DT0612  MODELED GRAV-     979,012.6   (mgal)                       NAVD 88
 DT0612
 DT0612  VERT ORDER  -  FIRST     CLASS II
 DT0612
 DT0612.The horizontal coordinates were scaled from a topographic map and have
 DT0612.an estimated accuracy of +/- 6 seconds.
 DT0612
 DT0612.The orthometric height was determined by differential leveling
 DT0612.and adjusted by the National Geodetic Survey in June 1991..
 DT0612
 DT0612.The geoid height was determined by GEOID03.
 DT0612
 DT0612.The dynamic height is computed by dividing the NAVD 88
 DT0612.geopotential number by the normal gravity value computed on the
 DT0612.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0612.degrees latitude (g = 980.6199 gals.).
 DT0612
 DT0612.The modeled gravity was interpolated from observed gravity values.
 DT0612
 DT0612;                    North         East    Units  Estimated Accuracy
 DT0612;SPC NM W     -   315,370.      757,810.      MT  (+/- 180 meters Scaled)
 DT0612
 DT0612                          SUPERSEDED SURVEY CONTROL
 DT0612
 DT0612.No superseded survey control is available for this station.
 DT0612
 DT0612_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYC208471(NAD 83)
 DT0612_MARKER: DB = BENCH MARK DISK
 DT0612_SETTING: 66 = SET IN ROCK OUTCROP
 DT0612_SP_SET: ROCK OUTCROP
 DT0612_STAMPING: A 372 1980
 DT0612_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DT0612+STABILITY: POSITION/ELEVATION WELL
 DT0612_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DT0612+SATELLITE: SATELLITE OBSERVATIONS - November 27, 2004
 DT0612
 DT0612  HISTORY     - Date     Condition        Report By
 DT0612  HISTORY     - 1980     MONUMENTED       NGS
 DT0612  HISTORY     - 20041127 MARK NOT FOUND   GEOCAC
 DT0612
 DT0612                          STATION DESCRIPTION
 DT0612
 DT0612'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 DT0612'9.8 KM SW FROM ARAGON.
 DT0612'9.8 KM (6.1 MI) SOUTHEAST ALONG STATE HIGHWAY 12 FROM THE
 DT0612'POST OFFICE IN ARAGON, 1.2 KM (0.75 MI) NORTHEAST OF THE
 DT0612'JUNCTION OF STATE HIGHWAY 12 AND STATE HIGHWAY 32, 0.2 KM
 DT0612'(0.1 MI) NORTHEAST OF MILE POST NUMBER 20, 7.1 METERS (23.3 FT)
 DT0612'EAST OF THE CENTERLINE OF THE HIGHWAY AND 12.2 METERS (40.0 FT) WEST
 DT0612'OF A FENCE.
 DT0612'THE MARK IS 0.6 METERS  WNW FROM A WITNESS POST.
 DT0612'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 DT0612
 DT0612                          STATION RECOVERY (2004)
 DT0612
 DT0612'RECOVERY NOTE BY GEOCACHING 2004 (CB)
 DT0612'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0589 ***********************************************************************
 DT0589  DESIGNATION -  A 373
 DT0589  PID         -  DT0589
 DT0589  STATE/COUNTY-  NM/CATRON
 DT0589  USGS QUAD   -  BELL PEAK (1981)
 DT0589
 DT0589                         *CURRENT SURVEY CONTROL
 DT0589  ___________________________________________________________________
 DT0589* NAD 83(1986)-  33 54 53.     (N)    108 20 20.     (W)     SCALED    
 DT0589* NAVD 88     -      2136.675  (meters)    7010.07   (feet)  ADJUSTED  
 DT0589  ___________________________________________________________________
 DT0589  GEOID HEIGHT-         -21.85  (meters)                     GEOID03
 DT0589  DYNAMIC HT  -        2133.322 (meters)    6999.07  (feet)  COMP
 DT0589  MODELED GRAV-     978,990.4   (mgal)                       NAVD 88
 DT0589
 DT0589  VERT ORDER  -  FIRST     CLASS II
 DT0589
 DT0589.The horizontal coordinates were scaled from a topographic map and have
 DT0589.an estimated accuracy of +/- 6 seconds.
 DT0589
 DT0589.The orthometric height was determined by differential leveling
 DT0589.and adjusted by the National Geodetic Survey in June 1991..
 DT0589
 DT0589.The geoid height was determined by GEOID03.
 DT0589
 DT0589.The dynamic height is computed by dividing the NAVD 88
 DT0589.geopotential number by the normal gravity value computed on the
 DT0589.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0589.degrees latitude (g = 980.6199 gals.).
 DT0589
 DT0589.The modeled gravity was interpolated from observed gravity values.
 DT0589
 DT0589;                    North         East    Units  Estimated Accuracy
 DT0589;SPC NM W     -   323,320.      783,250.      MT  (+/- 180 meters Scaled)
 DT0589
 DT0589                          SUPERSEDED SURVEY CONTROL
 DT0589
 DT0589.No superseded survey control is available for this station.
 DT0589
 DT0589_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYC460558(NAD 83)
 DT0589_MARKER: DB = BENCH MARK DISK
 DT0589_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DT0589_SP_SET: STAINLESS STEEL ROD
 DT0589_STAMPING: A 373 1980
 DT0589_PROJECTION: FLUSH
 DT0589_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DT0589_ROD/PIPE-DEPTH: 4.3  meters
 DT0589
 DT0589  HISTORY     - Date     Condition        Report By
 DT0589  HISTORY     - 1980     MONUMENTED       NGS
 DT0589
 DT0589                          STATION DESCRIPTION
 DT0589
 DT0589'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 DT0589'21.6 KM NE FROM ARAGON.
 DT0589'21.6 KM (13.45 MI) NORTHEAST ALONG STATE HIGHWAY 12 FROM
 DT0589'THE POST OFFICE IN ARAGON, 0.5 KM (0.3 MI) WEST OF MILE POST
 DT0589'40, 0.8 KM (0.5 MI) WEST OF A SIDE ROAD LEADING SOUTH, 42.3
 DT0589'METERS (138.8 FT) WEST OF POWER POLE NUMBER 340, 29.3 METERS (96.1
 DT0589'FT) NORTH OF THE CENTERLINE OF THE HIGHWAY, 4.4 METERS (14.6 FT)
 DT0589'EAST OF THE EAST GATE POST AND A T-FENCE AND 0.3 METER (1.0 FOOT)
 DT0589'SOUTH OF A FENCE.  NOTE=REFUSAL WAS REACHED AT 4.3 METERS (14.0 FT).
 DT0589'ACCESS TO THE DISK IS THROUGH A 4-INCH SCREW PLUG.
 DT0589'THE MARK IS 0.45 METERS  E FROM A WITNESS POST.
 DT0589'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0489 ***********************************************************************
 DT0489  DESIGNATION -  A 374
 DT0489  PID         -  DT0489
 DT0489  STATE/COUNTY-  NM/CATRON
 DT0489  USGS QUAD   -  LUNA (1965)
 DT0489
 DT0489                         *CURRENT SURVEY CONTROL
 DT0489  ___________________________________________________________________
 DT0489* NAD 83(1986)-  33 48 51.     (N)    108 57 08.     (W)     SCALED    
 DT0489* NAVD 88     -      2142.142  (meters)    7028.01   (feet)  ADJUSTED  
 DT0489  ___________________________________________________________________
 DT0489  GEOID HEIGHT-         -22.44  (meters)                     GEOID03
 DT0489  DYNAMIC HT  -        2138.758 (meters)    7016.91  (feet)  COMP
 DT0489  MODELED GRAV-     978,980.2   (mgal)                       NAVD 88
 DT0489
 DT0489  VERT ORDER  -  FIRST     CLASS II
 DT0489
 DT0489.The horizontal coordinates were scaled from a topographic map and have
 DT0489.an estimated accuracy of +/- 6 seconds.
 DT0489
 DT0489.The orthometric height was determined by differential leveling
 DT0489.and adjusted by the National Geodetic Survey in June 1991..
 DT0489
 DT0489.The geoid height was determined by GEOID03.
 DT0489
 DT0489.The dynamic height is computed by dividing the NAVD 88
 DT0489.geopotential number by the normal gravity value computed on the
 DT0489.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0489.degrees latitude (g = 980.6199 gals.).
 DT0489
 DT0489.The modeled gravity was interpolated from observed gravity values.
 DT0489
 DT0489;                    North         East    Units  Estimated Accuracy
 DT0489;SPC NM W     -   312,610.      726,410.      MT  (+/- 180 meters Scaled)
 DT0489
 DT0489                          SUPERSEDED SURVEY CONTROL
 DT0489
 DT0489.No superseded survey control is available for this station.
 DT0489
 DT0489_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC895434(NAD 83)
 DT0489_MARKER: DV = VERTICAL CONTROL DISK
 DT0489_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DT0489_SP_SET: BRIDGE
 DT0489_STAMPING: A 374 1980
 DT0489_MARK LOGO: NGS   
 DT0489_MAGNETIC: N = NO MAGNETIC MATERIAL
 DT0489_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DT0489
 DT0489  HISTORY     - Date     Condition        Report By
 DT0489  HISTORY     - 1980     MONUMENTED       NGS
 DT0489  HISTORY     - 19890413 GOOD             NMHD
 DT0489  HISTORY     - 20050729 MARK NOT FOUND   USPSQD
 DT0489
 DT0489                          STATION DESCRIPTION
 DT0489
 DT0489'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 DT0489'0.8 KM SE FROM LUNA.
 DT0489'0.8 KM (0.5 MI) SOUTHEAST ALONG U.S. HIGHWAY 180 FROM
 DT0489'THE POST OFFICE IN LUNA, AT THE SOUTHWEST END OF A BRIDGE LEADING
 DT0489'OVER THE SAN FRANCISCO RIVER, AND 4.8 METERS (15.7 FT)
 DT0489'SOUTH-SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY.
 DT0489'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 DT0489
 DT0489                          STATION RECOVERY (1989)
 DT0489
 DT0489'RECOVERY NOTE BY NM HIGHWAY DEPT 1989 (CZ)
 DT0489'RECOVERED AS DESCRIBED.
 DT0489
 DT0489                          STATION RECOVERY (2005)
 DT0489
 DT0489'RECOVERY NOTE BY US POWER SQUADRON 2005 (CP)
 DT0489'MARK NOT FOUND.
 DT0489' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0589 ***********************************************************************
 FM0589  DESIGNATION -  A 38
 FM0589  PID         -  FM0589
 FM0589  STATE/COUNTY-  NM/QUAY
 FM0589  USGS QUAD   -  LOGAN SOUTH (1989)
 FM0589
 FM0589                         *CURRENT SURVEY CONTROL
 FM0589  ___________________________________________________________________
 FM0589* NAD 83(1986)-  35 21 56.     (N)    103 24 42.     (W)     SCALED    
 FM0589* NAVD 88     -      1165.787  (meters)    3824.75   (feet)  ADJUSTED  
 FM0589  ___________________________________________________________________
 FM0589  GEOID HEIGHT-         -23.20  (meters)                     GEOID03
 FM0589  DYNAMIC HT  -        1164.384 (meters)    3820.15  (feet)  COMP
 FM0589  MODELED GRAV-     979,390.2   (mgal)                       NAVD 88
 FM0589
 FM0589  VERT ORDER  -  FIRST     CLASS II
 FM0589
 FM0589.The horizontal coordinates were scaled from a topographic map and have
 FM0589.an estimated accuracy of +/- 6 seconds.
 FM0589
 FM0589.The orthometric height was determined by differential leveling
 FM0589.and adjusted by the National Geodetic Survey in June 1991..
 FM0589
 FM0589.The geoid height was determined by GEOID03.
 FM0589
 FM0589.The dynamic height is computed by dividing the NAVD 88
 FM0589.geopotential number by the normal gravity value computed on the
 FM0589.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0589.degrees latitude (g = 980.6199 gals.).
 FM0589
 FM0589.The modeled gravity was interpolated from observed gravity values.
 FM0589
 FM0589;                    North         East    Units  Estimated Accuracy
 FM0589;SPC NM E     -   484,520.      248,760.      MT  (+/- 180 meters Scaled)
 FM0589
 FM0589                          SUPERSEDED SURVEY CONTROL
 FM0589
 FM0589  NGVD 29 (??/??/92) 1165.225  (m)         3822.91   (f) ADJ UNCH    1 2
 FM0589
 FM0589.Superseded values are not recommended for survey control.
 FM0589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0589.See file dsdata.txt to determine how the superseded data were derived.
 FM0589
 FM0589_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFV442147(NAD 83)
 FM0589_MARKER: DB = BENCH MARK DISK
 FM0589_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FM0589_SP_SET: BUILDING
 FM0589_STAMPING: A-38 1933
 FM0589_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FM0589
 FM0589  HISTORY     - Date     Condition        Report By
 FM0589  HISTORY     - 1933     MONUMENTED       CGS
 FM0589  HISTORY     - 19860409 MARK NOT FOUND   USGS
 FM0589
 FM0589                          STATION DESCRIPTION
 FM0589
 FM0589'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 FM0589'IN LOGAN.
 FM0589'AT THE SMITH MOTOR CO. 2 FEET EAST OF THE FRONT DOOR OF THE OFFICE, 4
 FM0589'1/2 FEET ABOVE THE LEVEL OF THE SIDE WALK.
 FM0589
 FM0589                          STATION RECOVERY (1986)
 FM0589
 FM0589'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986 (RV)
 FM0589'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0147 ***********************************************************************
 DT0147  DESIGNATION -  A 39 A
 DT0147  PID         -  DT0147
 DT0147  STATE/COUNTY-  NM/CATRON
 DT0147  USGS QUAD   -  SALIZ PASS (1963)
 DT0147
 DT0147                         *CURRENT SURVEY CONTROL
 DT0147  ___________________________________________________________________
 DT0147* NAD 83(1986)-  33 32 38.     (N)    108 56 08.     (W)     SCALED    
 DT0147* NAVD 88     -      1819.42   (+/-2cm)    5969.2    (feet)  VERTCON   
 DT0147  ___________________________________________________________________
 DT0147  GEOID HEIGHT-         -23.38  (meters)                     GEOID03
 DT0147
 DT0147  VERT ORDER  -  THIRD (See Below)
 DT0147
 DT0147.The horizontal coordinates were scaled from a topographic map and have
 DT0147.an estimated accuracy of +/- 6 seconds.
 DT0147
 DT0147.The NAVD 88 height was computed by applying the VERTCON shift value to
 DT0147.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DT0147.The vertical order pertains to the NGVD 29 superseded value.
 DT0147
 DT0147.The geoid height was determined by GEOID03.
 DT0147
 DT0147;                    North         East    Units  Estimated Accuracy
 DT0147;SPC NM W     -   282,620.      727,640.      MT  (+/- 180 meters Scaled)
 DT0147
 DT0147                          SUPERSEDED SURVEY CONTROL
 DT0147
 DT0147  NGVD 29 (??/??/??) 1818.56   (m)         5966.4    (f) RESET       3  
 DT0147
 DT0147.Superseded values are not recommended for survey control.
 DT0147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0147.See file dsdata.txt to determine how the superseded data were derived.
 DT0147
 DT0147_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC916134(NAD 83)
 DT0147_MARKER: DB = BENCH MARK DISK
 DT0147_SETTING: 66 = SET IN ROCK OUTCROP
 DT0147_SP_SET: OUTCROP
 DT0147_STAMPING: A 39 A 1934
 DT0147_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DT0147+STABILITY: POSITION/ELEVATION WELL
 DT0147
 DT0147  HISTORY     - Date     Condition        Report By
 DT0147  HISTORY     - 1935     MONUMENTED       BPR
 DT0147  HISTORY     - 1963     MARK NOT FOUND   USGS
 DT0147  HISTORY     - 1980     MARK NOT FOUND   NGS
 DT0147
 DT0147                          STATION DESCRIPTION
 DT0147
 DT0147'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 DT0147'19.0 MI N FROM GLENWOOD.
 DT0147'19.0 MILES NORTH ALONG U.S. HIGHWAY 260 FROM THE POST OFFICE AT
 DT0147'GLENWOOD, CATRON COUNTY, 13.4 MILES SOUTH OF THE JUNCTION OF STATE
 DT0147'HIGHWAY 12, 6.7 MILES NORTH  OF BRIDGE 599 OVER SAN FRANCISCO RIVER,
 DT0147'50 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, AND IN THE TOP OF A
 DT0147'LEDGE OUTCROP.  A STANDARD DISK, STAMPED A 39 A 1934.
 DT0147
 DT0147                          STATION RECOVERY (1980)
 DT0147
 DT0147'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DT0147'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THIS MARK.
 DT0147'NOTE=THIS MARK WAS NOT RECOVERED IN 1963 BY USGS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1197 ***********************************************************************
 CX1197  DESIGNATION -  A 398
 CX1197  PID         -  CX1197
 CX1197  STATE/COUNTY-  NM/LUNA
 CX1197  USGS QUAD   -  WILLIAMS RANCH (1972)
 CX1197
 CX1197                         *CURRENT SURVEY CONTROL
 CX1197  ___________________________________________________________________
 CX1197* NAD 83(1986)-  32 15 03.     (N)    107 55 17.     (W)     SCALED    
 CX1197* NAVD 88     -      1351.332  (meters)    4433.50   (feet)  ADJUSTED  
 CX1197  ___________________________________________________________________
 CX1197  GEOID HEIGHT-         -24.59  (meters)                     GEOID03
 CX1197  DYNAMIC HT  -        1349.295 (meters)    4426.81  (feet)  COMP
 CX1197  MODELED GRAV-     979,085.0   (mgal)                       NAVD 88
 CX1197
 CX1197  VERT ORDER  -  FIRST     CLASS II
 CX1197
 CX1197.The horizontal coordinates were scaled from a topographic map and have
 CX1197.an estimated accuracy of +/- 6 seconds.
 CX1197
 CX1197.The orthometric height was determined by differential leveling
 CX1197.and adjusted by the National Geodetic Survey in June 1991..
 CX1197
 CX1197.The geoid height was determined by GEOID03.
 CX1197
 CX1197.The dynamic height is computed by dividing the NAVD 88
 CX1197.geopotential number by the normal gravity value computed on the
 CX1197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX1197.degrees latitude (g = 980.6199 gals.).
 CX1197
 CX1197.The modeled gravity was interpolated from observed gravity values.
 CX1197
 CX1197;                    North         East    Units  Estimated Accuracy
 CX1197;SPC NM W     -   138,690.      821,700.      MT  (+/- 180 meters Scaled)
 CX1197
 CX1197                          SUPERSEDED SURVEY CONTROL
 CX1197
 CX1197.No superseded survey control is available for this station.
 CX1197
 CX1197_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBR247719(NAD 83)
 CX1197_MARKER: DB = BENCH MARK DISK
 CX1197_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CX1197_SP_SET: STAINLESS STEEL ROD
 CX1197_STAMPING: A 398 1980
 CX1197_PROJECTION: FLUSH
 CX1197_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CX1197_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CX1197+SATELLITE: SATELLITE OBSERVATIONS - December 23, 2004
 CX1197_ROD/PIPE-DEPTH: 5.8  meters
 CX1197
 CX1197  HISTORY     - Date     Condition        Report By
 CX1197  HISTORY     - 1980     MONUMENTED       NGS
 CX1197  HISTORY     - 20041223 GOOD             NGS
 CX1197
 CX1197                          STATION DESCRIPTION
 CX1197
 CX1197'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CX1197'15.6 KM WEST FROM DEMING.
 CX1197'15.6 KILOMETERS (9.7 MILES) WEST ALONG THE SOUTHERN PACIFIC RAILROAD
 CX1197'FROM ITS STATION IN DEMING, 0.5 KILOMETER (0.3 MILE) EAST OF RAILROAD
 CX1197'MILE POST 1198, 0.4 KILOMETER (0.25 MILE) WEST OF INTERSTATE HIGHWAY
 CX1197'10 MILE POST 73, 30 METERS (98 FEET) SOUTH OF THE SOUTH RAIL OF THE
 CX1197'MAIN TRACK, 7.3 METERS (24 FEET) NORTH OF THE CENTERLINE OF THE
 CX1197'FRONTAGE ROAD, 41.3 METERS (136 FEET) NORTHEAST OF AN ANGLE IRON
 CX1197'BRACE IN THE HIGHWAY RIGHT-OF-WAY FENCE, 23.6 METERS (77.5 FEET)
 CX1197'SOUTHEAST OF THE EIGHTH TELEGRAPH POLE EAST OF THE RAILROAD MILE
 CX1197'POST AND 1.7 METERS (5.6 FEET) WEST OF THE THIRD POWER POLE EAST OF
 CX1197'THE RAILROAD MILE POST.
 CX1197'THE MARK IS 0.6 METERS  E FROM A WITNESS POST.
 CX1197'THE MARK IS ABOVE LEVEL WITH THE FRONTAGE ROAD.
 CX1197
 CX1197                          STATION RECOVERY (2004)
 CX1197
 CX1197'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004
 CX1197'SOUTHERN PACIFIC RR IS NOW UNION PACIFIC RR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0003 ***********************************************************************
 DT0003  DESIGNATION -  A 40
 DT0003  PID         -  DT0003
 DT0003  STATE/COUNTY-  NM/CATRON
 DT0003  USGS QUAD   -  TULAROSA CANYON (1981)
 DT0003
 DT0003                         *CURRENT SURVEY CONTROL
 DT0003  ___________________________________________________________________
 DT0003* NAD 83(1986)-  33 55 15.     (N)    108 26 21.     (W)     SCALED    
 DT0003* NAVD 88     -      2152.846  (meters)    7063.13   (feet)  ADJUSTED  
 DT0003  ___________________________________________________________________
 DT0003  GEOID HEIGHT-         -21.89  (meters)                     GEOID03
 DT0003  DYNAMIC HT  -        2149.437 (meters)    7051.94  (feet)  COMP
 DT0003  MODELED GRAV-     978,976.0   (mgal)                       NAVD 88
 DT0003
 DT0003  VERT ORDER  -  FIRST     CLASS II
 DT0003
 DT0003.The horizontal coordinates were scaled from a topographic map and have
 DT0003.an estimated accuracy of +/- 6 seconds.
 DT0003
 DT0003.The orthometric height was determined by differential leveling
 DT0003.and adjusted by the National Geodetic Survey in June 1991..
 DT0003
 DT0003.The geoid height was determined by GEOID03.
 DT0003
 DT0003.The dynamic height is computed by dividing the NAVD 88
 DT0003.geopotential number by the normal gravity value computed on the
 DT0003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0003.degrees latitude (g = 980.6199 gals.).
 DT0003
 DT0003.The modeled gravity was interpolated from observed gravity values.
 DT0003
 DT0003;                    North         East    Units  Estimated Accuracy
 DT0003;SPC NM W     -   324,040.      773,980.      MT  (+/- 180 meters Scaled)
 DT0003
 DT0003                          SUPERSEDED SURVEY CONTROL
 DT0003
 DT0003  NGVD 29 (??/??/92) 2151.851  (m)         7059.86   (f) ADJ UNCH    1 2
 DT0003
 DT0003.Superseded values are not recommended for survey control.
 DT0003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0003.See file dsdata.txt to determine how the superseded data were derived.
 DT0003
 DT0003_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYC367563(NAD 83)
 DT0003_MARKER: DB = BENCH MARK DISK
 DT0003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DT0003_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DT0003_STAMPING: A 40 1934
 DT0003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DT0003+STABILITY: SURFACE MOTION
 DT0003
 DT0003  HISTORY     - Date     Condition        Report By
 DT0003  HISTORY     - 1934     MONUMENTED       CGS
 DT0003  HISTORY     - 1975     GOOD             USGS
 DT0003  HISTORY     - 1980     MARK NOT FOUND   NGS
 DT0003
 DT0003                          STATION DESCRIPTION
 DT0003
 DT0003'DESCRIBED BY US GEOLOGICAL SURVEY 1975
 DT0003'7.35 MI E FROM ARAGON.
 DT0003'ABOUT 4.4 MI EAST ALONG HWY NO. 12 FROM POST OFFICE IN ARAGON, THENCE
 DT0003'2.95 MI EAST ALONG OLD HWY 12, 0.40 MI EAST OF RD JCT NORTH, IN NE 1/4
 DT0003'OF SEC 31, T 4 S, R 15 W, 65 FT NORTH OF THE ROAD.  A STANDARD DISK
 DT0003'STAMPED A 40 1934 SET IN CONCRETE POST.
 DT0003
 DT0003                          STATION RECOVERY (1980)
 DT0003
 DT0003'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DT0003'A THOROUGH SEARCH OF THE AREA REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0663 ***********************************************************************
 CY0663  DESIGNATION -  A 400
 CY0663  PID         -  CY0663
 CY0663  STATE/COUNTY-  NM/HIDALGO
 CY0663  USGS QUAD   -  STEINS (1965)
 CY0663
 CY0663                         *CURRENT SURVEY CONTROL
 CY0663  ___________________________________________________________________
 CY0663* NAD 83(1986)-  32 14 15.     (N)    108 57 15.     (W)     SCALED    
 CY0663* NAVD 88     -      1280.812  (meters)    4202.13   (feet)  ADJUSTED  
 CY0663  ___________________________________________________________________
 CY0663  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 CY0663  DYNAMIC HT  -        1278.888 (meters)    4195.82  (feet)  COMP
 CY0663  MODELED GRAV-     979,092.0   (mgal)                       NAVD 88
 CY0663
 CY0663  VERT ORDER  -  FIRST     CLASS II
 CY0663
 CY0663.The horizontal coordinates were scaled from a topographic map and have
 CY0663.an estimated accuracy of +/- 6 seconds.
 CY0663
 CY0663.The orthometric height was determined by differential leveling
 CY0663.and adjusted by the National Geodetic Survey in June 1991..
 CY0663
 CY0663.The geoid height was determined by GEOID03.
 CY0663
 CY0663.The dynamic height is computed by dividing the NAVD 88
 CY0663.geopotential number by the normal gravity value computed on the
 CY0663.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0663.degrees latitude (g = 980.6199 gals.).
 CY0663
 CY0663.The modeled gravity was interpolated from observed gravity values.
 CY0663
 CY0663;                    North         East    Units  Estimated Accuracy
 CY0663;SPC NM W     -   137,750.      724,370.      MT  (+/- 180 meters Scaled)
 CY0663
 CY0663                          SUPERSEDED SURVEY CONTROL
 CY0663
 CY0663.No superseded survey control is available for this station.
 CY0663
 CY0663_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA927685(NAD 83)
 CY0663_MARKER: I = METAL ROD
 CY0663_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 CY0663_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 CY0663_STAMPING: A 400 1979
 CY0663_PROJECTION: FLUSH
 CY0663_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CY0663+STABILITY: POSITION/ELEVATION WELL
 CY0663_ROD/PIPE-DEPTH: 10.3 meters
 CY0663_SLEEVE-DEPTH  : 8.2 meters
 CY0663
 CY0663  HISTORY     - Date     Condition        Report By
 CY0663  HISTORY     - 1979     MONUMENTED       NGS
 CY0663
 CY0663                          STATION DESCRIPTION
 CY0663
 CY0663'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CY0663'3.7 KM NE FROM STEINS.
 CY0663'3.7 KILOMETERS (2.3 MILES) NORTHEAST ALONG INTERSTATE HIGHWAY 10 FROM
 CY0663'THE STEINS INTERCHANGE BRIDGE AT STEINS, AT THE U. S. HIGHWAY 80
 CY0663'INTERCHANGE BRIDGE, 3.4 METERS (11.4 FEET) SOUTHWEST OF THE SOUTHWEST
 CY0663'END AND IN LINE WITH THE EXTENSION OF THE NORTHWEST FACE OF THE FIRST
 CY0663'CONCRETE PIER SOUTHEAST OF THE WESTBOUND TRAFFIC LANE, 8.8 METERS
 CY0663'(28.7 FEET) SOUTHEAST OF THE CENTERLINE OF THE WESTBOUND TRAFFIC
 CY0663'LANE, 24.8 METERS (79 FEET) NORTH OF THE CENTERLINE OF THE
 CY0663'EASTBOUND LANES, 14.9 METERS (49 FEET) NORTHWEST OF THE NORTHEAST
 CY0663'END OF THE FIRST CONCRETE PIER NORTHWEST OF THE EASTBOUND TRAFFIC
 CY0663'LANE AND 7.0 METERS (20 FEET) EAST OF THE WEST END OF A GUARD RAIL.
 CY0663'THE MARK IS 1 M BELOW WESTBOUND LANE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0564 ***********************************************************************
 EQ0564  DESIGNATION -  A 402
 EQ0564  PID         -  EQ0564
 EQ0564  STATE/COUNTY-  NM/SOCORRO
 EQ0564  USGS QUAD   -  SOCORRO (1979)
 EQ0564
 EQ0564                         *CURRENT SURVEY CONTROL
 EQ0564  ___________________________________________________________________
 EQ0564* NAD 83(1986)-  34 04 23.     (N)    106 53 29.     (W)     SCALED    
 EQ0564* NAVD 88     -      1401.534  (meters)    4598.20   (feet)  ADJUSTED  
 EQ0564  ___________________________________________________________________
 EQ0564  GEOID HEIGHT-         -22.14  (meters)                     GEOID03
 EQ0564  DYNAMIC HT  -        1399.552 (meters)    4591.70  (feet)  COMP
 EQ0564  MODELED GRAV-     979,174.1   (mgal)                       NAVD 88
 EQ0564
 EQ0564  VERT ORDER  -  FIRST     CLASS II
 EQ0564
 EQ0564.The horizontal coordinates were scaled from a topographic map and have
 EQ0564.an estimated accuracy of +/- 6 seconds.
 EQ0564
 EQ0564.The orthometric height was determined by differential leveling
 EQ0564.and adjusted by the National Geodetic Survey in June 1991..
 EQ0564
 EQ0564.The geoid height was determined by GEOID03.
 EQ0564
 EQ0564.The dynamic height is computed by dividing the NAVD 88
 EQ0564.geopotential number by the normal gravity value computed on the
 EQ0564.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0564.degrees latitude (g = 980.6199 gals.).
 EQ0564
 EQ0564.The modeled gravity was interpolated from observed gravity values.
 EQ0564
 EQ0564;                    North         East    Units  Estimated Accuracy
 EQ0564;SPC NM C     -   340,940.      440,800.      MT  (+/- 180 meters Scaled)
 EQ0564
 EQ0564                          SUPERSEDED SURVEY CONTROL
 EQ0564
 EQ0564.No superseded survey control is available for this station.
 EQ0564
 EQ0564_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT254718(NAD 83)
 EQ0564_MARKER: DB = BENCH MARK DISK
 EQ0564_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 EQ0564_SP_SET: PIER
 EQ0564_STAMPING: A 402 1980
 EQ0564_MARK LOGO: NGS   
 EQ0564_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EQ0564+STABILITY: POSITION/ELEVATION WELL
 EQ0564
 EQ0564  HISTORY     - Date     Condition        Report By
 EQ0564  HISTORY     - 1980     MONUMENTED       NGS
 EQ0564  HISTORY     - 20050524 MARK NOT FOUND   GEOCAC
 EQ0564
 EQ0564                          STATION DESCRIPTION
 EQ0564
 EQ0564'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 EQ0564'2.3 KM (1.4 MI) NORTH FROM SOCORRO.
 EQ0564'0.2 KM (0.1 MI) EAST ALONG MANZANARES AVENUE FROM THE POST OFFICE
 EQ0564'IN SOCORRO, THENCE 1.8 KM (1.15 MI) NORTHERLY ALONG BUSINESS ROUTE
 EQ0564'25, THENCE 0.2 KM (0.1 MI) EAST ON A PAVED ROAD, SET VERTICALLY
 EQ0564'IN THE NORTHEAST FACE OF THE NORTHWEST PIER OF A FRONTAGE ROAD
 EQ0564'OVERPASS CROSSING INTERSTATE HIGHWAY 25, 12.7 METERS (41.7 FT)
 EQ0564'WEST-SOUTHWEST OF THE CENTERLINE OF THE SOUTHBOUND LANES.
 EQ0564'THE MARK IS 1.4 M ABOVE THE HIGHWAY.
 EQ0564
 EQ0564                          STATION RECOVERY (2005)
 EQ0564
 EQ0564'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 EQ0564'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0592 ***********************************************************************
 EQ0592  DESIGNATION -  A 403
 EQ0592  PID         -  EQ0592
 EQ0592  STATE/COUNTY-  NM/SOCORRO
 EQ0592  USGS QUAD   -  ABEYTAS (1979)
 EQ0592
 EQ0592                         *CURRENT SURVEY CONTROL
 EQ0592  ___________________________________________________________________
 EQ0592* NAD 83(1986)-  34 24 58.     (N)    106 49 14.     (W)     SCALED    
 EQ0592* NAVD 88     -      1440.972  (meters)    4727.59   (feet)  ADJUSTED  
 EQ0592  ___________________________________________________________________
 EQ0592  GEOID HEIGHT-         -21.81  (meters)                     GEOID03
 EQ0592  DYNAMIC HT  -        1438.973 (meters)    4721.03  (feet)  COMP
 EQ0592  MODELED GRAV-     979,198.4   (mgal)                       NAVD 88
 EQ0592
 EQ0592  VERT ORDER  -  FIRST     CLASS II
 EQ0592
 EQ0592.The horizontal coordinates were scaled from a topographic map and have
 EQ0592.an estimated accuracy of +/- 6 seconds.
 EQ0592
 EQ0592.The orthometric height was determined by differential leveling
 EQ0592.and adjusted by the National Geodetic Survey in June 1991..
 EQ0592
 EQ0592.The geoid height was determined by GEOID03.
 EQ0592
 EQ0592.The dynamic height is computed by dividing the NAVD 88
 EQ0592.geopotential number by the normal gravity value computed on the
 EQ0592.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0592.degrees latitude (g = 980.6199 gals.).
 EQ0592
 EQ0592.The modeled gravity was interpolated from observed gravity values.
 EQ0592
 EQ0592;                    North         East    Units  Estimated Accuracy
 EQ0592;SPC NM C     -   378,950.      447,550.      MT  (+/- 180 meters Scaled)
 EQ0592
 EQ0592                          SUPERSEDED SURVEY CONTROL
 EQ0592
 EQ0592.No superseded survey control is available for this station.
 EQ0592
 EQ0592_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU326097(NAD 83)
 EQ0592_MARKER: I = METAL ROD
 EQ0592_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EQ0592_SP_SET: STAINLESS STEEL ROD
 EQ0592_STAMPING: A 403 1980
 EQ0592_MARK LOGO: NGS   
 EQ0592_PROJECTION: FLUSH
 EQ0592_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EQ0592_ROD/PIPE-DEPTH: 13.4 meters
 EQ0592
 EQ0592  HISTORY     - Date     Condition        Report By
 EQ0592  HISTORY     - 1980     MONUMENTED       NGS
 EQ0592  HISTORY     - 20050312 GOOD             GEOCAC
 EQ0592
 EQ0592                          STATION DESCRIPTION
 EQ0592
 EQ0592'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 EQ0592'1.6 KM (1.0 MI) EAST FROM BERNARDO.
 EQ0592'1.6 KM (1.0 MI) EAST ALONG U.S. HIGHWAY 60 FROM ITS JUNCTION WITH
 EQ0592'INTERSTATE HIGHWAY 25 IN BERNARDO, AT A FIELD ENTRANCE ROAD, 20.7
 EQ0592'METERS (67.8 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY AND 15.1
 EQ0592'METERS (49.5 FT) WEST OF THE CENTER OF THE FIELD ENTRANCE ROAD.  NOTE=
 EQ0592'ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 EQ0592'THE MARK IS 0.7 METERS  S FROM  A WITNESS POST AND FENCE
 EQ0592'THE MARK IS 2.4 M BELOW THE HIGHWAY.
 EQ0592
 EQ0592                          STATION RECOVERY (2005)
 EQ0592
 EQ0592'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 EQ0592'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0617 ***********************************************************************
 EQ0617  DESIGNATION -  A 404
 EQ0617  PID         -  EQ0617
 EQ0617  STATE/COUNTY-  NM/SOCORRO
 EQ0617  USGS QUAD   -  SCHOLLE (1995)
 EQ0617
 EQ0617                         *CURRENT SURVEY CONTROL
 EQ0617  ___________________________________________________________________
 EQ0617* NAD 83(1986)-  34 25 18.     (N)    106 27 49.     (W)     SCALED    
 EQ0617* NAVD 88     -      1769.735  (meters)    5806.21   (feet)  ADJUSTED  
 EQ0617  ___________________________________________________________________
 EQ0617  GEOID HEIGHT-         -20.56  (meters)                     GEOID03
 EQ0617  DYNAMIC HT  -        1767.218 (meters)    5797.95  (feet)  COMP
 EQ0617  MODELED GRAV-     979,150.3   (mgal)                       NAVD 88
 EQ0617
 EQ0617  VERT ORDER  -  FIRST     CLASS II
 EQ0617
 EQ0617.The horizontal coordinates were scaled from a topographic map and have
 EQ0617.an estimated accuracy of +/- 6 seconds.
 EQ0617
 EQ0617.The orthometric height was determined by differential leveling
 EQ0617.and adjusted by the National Geodetic Survey in June 1991..
 EQ0617
 EQ0617.The geoid height was determined by GEOID03.
 EQ0617
 EQ0617.The dynamic height is computed by dividing the NAVD 88
 EQ0617.geopotential number by the normal gravity value computed on the
 EQ0617.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0617.degrees latitude (g = 980.6199 gals.).
 EQ0617
 EQ0617.The modeled gravity was interpolated from observed gravity values.
 EQ0617
 EQ0617;                    North         East    Units  Estimated Accuracy
 EQ0617;SPC NM C     -   379,440.      480,370.      MT  (+/- 180 meters Scaled)
 EQ0617
 EQ0617                          SUPERSEDED SURVEY CONTROL
 EQ0617
 EQ0617.No superseded survey control is available for this station.
 EQ0617
 EQ0617_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU655098(NAD 83)
 EQ0617_MARKER: I = METAL ROD
 EQ0617_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 EQ0617+WITH SETTING: INFORMATION.
 EQ0617_SP_SET: SHALLOW SET METAL ROD
 EQ0617_STAMPING: A 404 1980
 EQ0617_MARK LOGO: NGS   
 EQ0617_PROJECTION: FLUSH
 EQ0617_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EQ0617_ROD/PIPE-DEPTH: 2.4  meters
 EQ0617
 EQ0617  HISTORY     - Date     Condition        Report By
 EQ0617  HISTORY     - 1980     MONUMENTED       NGS
 EQ0617
 EQ0617                          STATION DESCRIPTION
 EQ0617
 EQ0617'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 EQ0617'25.8 KM (16.0 MI) WEST FROM MOUNTAINAIR.
 EQ0617'25.8 KM (16.0 MI) WESTERLY ALONG U.S. HIGHWAY 60 FROM THE POST
 EQ0617'OFFICE IN MOUNTAINAIR, 0.3 KM (0.2 MI) NORTHEAST OF A SIDE ROAD
 EQ0617'LEADING SOUTHEAST, 1.1 KM (0.7 MI) NORTHEAST OF MILE POST 188 AND
 EQ0617'21.3 METERS (70.0 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY.
 EQ0617'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 EQ0617'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST AND FENCE
 EQ0617'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0419 ***********************************************************************
 EP0419  DESIGNATION -  A 405
 EP0419  PID         -  EP0419
 EP0419  STATE/COUNTY-  NM/GUADALUPE
 EP0419  USGS QUAD   -  TEJON (1978)
 EP0419
 EP0419                         *CURRENT SURVEY CONTROL
 EP0419  ___________________________________________________________________
 EP0419* NAD 83(1986)-  34 35 18.     (N)    105 16 25.     (W)     SCALED    
 EP0419* NAVD 88     -      1853.462  (meters)    6080.90   (feet)  ADJUSTED  
 EP0419  ___________________________________________________________________
 EP0419  GEOID HEIGHT-         -20.58  (meters)                     GEOID03
 EP0419  DYNAMIC HT  -        1850.842 (meters)    6072.30  (feet)  COMP
 EP0419  MODELED GRAV-     979,154.8   (mgal)                       NAVD 88
 EP0419
 EP0419  VERT ORDER  -  FIRST     CLASS II
 EP0419
 EP0419.The horizontal coordinates were scaled from a topographic map and have
 EP0419.an estimated accuracy of +/- 6 seconds.
 EP0419
 EP0419.The orthometric height was determined by differential leveling
 EP0419.and adjusted by the National Geodetic Survey in June 1991..
 EP0419
 EP0419.The geoid height was determined by GEOID03.
 EP0419
 EP0419.The dynamic height is computed by dividing the NAVD 88
 EP0419.geopotential number by the normal gravity value computed on the
 EP0419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EP0419.degrees latitude (g = 980.6199 gals.).
 EP0419
 EP0419.The modeled gravity was interpolated from observed gravity values.
 EP0419
 EP0419;                    North         East    Units  Estimated Accuracy
 EP0419;SPC NM E     -   398,320.       78,740.      MT  (+/- 180 meters Scaled)
 EP0419
 EP0419                          SUPERSEDED SURVEY CONTROL
 EP0419
 EP0419.No superseded survey control is available for this station.
 EP0419
 EP0419_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDU749274(NAD 83)
 EP0419_MARKER: I = METAL ROD
 EP0419_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EP0419_SP_SET: STAINLESS STEEL ROD
 EP0419_STAMPING: A 405 1980
 EP0419_MARK LOGO: NGS   
 EP0419_PROJECTION: FLUSH
 EP0419_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EP0419_ROD/PIPE-DEPTH: 4.9  meters
 EP0419
 EP0419  HISTORY     - Date     Condition        Report By
 EP0419  HISTORY     - 1980     MONUMENTED       NGS
 EP0419
 EP0419                          STATION DESCRIPTION
 EP0419
 EP0419'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 EP0419'6.0 KM (3.7 MI) WEST FROM VAUGHN.
 EP0419'6.0 KM (3.7 MI) WEST ALONG U.S. HIGHWAY 60 FROM THE POST OFFICE
 EP0419'IN VAUGHN, 2.2 KM (1.35 MI) WEST OF THE JUNCTION OF U.S. HIGHWAYS
 EP0419'60, 54 AND 285, 30.0 METERS (98.5 FT) NORTH OF THE CENTERLINE OF
 EP0419'THE HIGHWAY, 2.7 METERS (8.8 FT) EAST OF THE CENTER OF A FIELD ROAD
 EP0419'AND METAL GATE AND 0.3 METER (1.1 FT) SOUTH OF A FENCE.  NOTE=ACCESS
 EP0419'TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 EP0419'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 EP0419'THE MARK IS 1.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0456 ***********************************************************************
 EP0456  DESIGNATION -  A 406
 EP0456  PID         -  EP0456
 EP0456  STATE/COUNTY-  NM/LINCOLN
 EP0456  USGS QUAD   -  ROUGH MOUNTAIN (1995)
 EP0456
 EP0456                         *CURRENT SURVEY CONTROL
 EP0456  ___________________________________________________________________
 EP0456* NAD 83(1986)-  34 12 07.     (N)    105 38 57.     (W)     SCALED    
 EP0456* NAVD 88     -      2056.292  (meters)    6746.35   (feet)  ADJUSTED  
 EP0456  ___________________________________________________________________
 EP0456  GEOID HEIGHT-         -19.95  (meters)                     GEOID03
 EP0456  DYNAMIC HT  -        2053.261 (meters)    6736.41  (feet)  COMP
 EP0456  MODELED GRAV-     979,087.6   (mgal)                       NAVD 88
 EP0456
 EP0456  VERT ORDER  -  FIRST     CLASS II
 EP0456
 EP0456.The horizontal coordinates were scaled from a topographic map and have
 EP0456.an estimated accuracy of +/- 6 seconds.
 EP0456
 EP0456.The orthometric height was determined by differential leveling
 EP0456.and adjusted by the National Geodetic Survey in June 1991..
 EP0456
 EP0456.The geoid height was determined by GEOID03.
 EP0456
 EP0456.The dynamic height is computed by dividing the NAVD 88
 EP0456.geopotential number by the normal gravity value computed on the
 EP0456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EP0456.degrees latitude (g = 980.6199 gals.).
 EP0456
 EP0456.The modeled gravity was interpolated from observed gravity values.
 EP0456
 EP0456;                    North         East    Units  Estimated Accuracy
 EP0456;SPC NM C     -   355,220.      555,370.      MT  (+/- 180 meters Scaled)
 EP0456
 EP0456                          SUPERSEDED SURVEY CONTROL
 EP0456
 EP0456.No superseded survey control is available for this station.
 EP0456
 EP0456_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDT401847(NAD 83)
 EP0456_MARKER: DB = BENCH MARK DISK
 EP0456_SETTING: 66 = SET IN ROCK OUTCROP
 EP0456_SP_SET: ROCK OUTCROP
 EP0456_STAMPING: A 406 1980
 EP0456_MARK LOGO: NGS   
 EP0456_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EP0456+STABILITY: POSITION/ELEVATION WELL
 EP0456
 EP0456  HISTORY     - Date     Condition        Report By
 EP0456  HISTORY     - 1980     MONUMENTED       NGS
 EP0456
 EP0456                          STATION DESCRIPTION
 EP0456
 EP0456'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 EP0456'8.7 KM (5.4 MI) SOUTH FROM CORONA.
 EP0456'8.7 KM (5.4 MI) SOUTHERLY ALONG U.S. HIGHWAY 54 FROM THE POST
 EP0456'OFFICE IN CORONA, 0.3 KM (0.2 MI) SOUTH OF MILEPOST 166, AT THE
 EP0456'NORTHWEST END OF A HIGHWAY CUT, IN TOP OF A 5 BY 6 FT EXPOSED AREA OF
 EP0456'ROCK OUTCROP, 22.6 METERS (74.0 FT) EAST-SOUTHEAST OF A FENCE AND 14.2
 EP0456'METERS (46.5 FT) WEST-NORTHWEST OF THE CENTERLINE OF THE HIGHWAY.
 EP0456'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 EP0456'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0729 ***********************************************************************
 DR0729  DESIGNATION -  A 407
 DR0729  PID         -  DR0729
 DR0729  STATE/COUNTY-  NM/LINCOLN
 DR0729  USGS QUAD   -  LITTLE BLACK PEAK NE (1981)
 DR0729
 DR0729                         *CURRENT SURVEY CONTROL
 DR0729  ___________________________________________________________________
 DR0729* NAD 83(1986)-  33 55 57.     (N)    105 47 34.     (W)     SCALED    
 DR0729* NAVD 88     -      1804.345  (meters)    5919.76   (feet)  ADJUSTED  
 DR0729  ___________________________________________________________________
 DR0729  GEOID HEIGHT-         -20.35  (meters)                     GEOID03
 DR0729  DYNAMIC HT  -        1801.689 (meters)    5911.04  (feet)  COMP
 DR0729  MODELED GRAV-     979,100.0   (mgal)                       NAVD 88
 DR0729
 DR0729  VERT ORDER  -  FIRST     CLASS II
 DR0729
 DR0729.The horizontal coordinates were scaled from a topographic map and have
 DR0729.an estimated accuracy of +/- 6 seconds.
 DR0729
 DR0729.The orthometric height was determined by differential leveling
 DR0729.and adjusted by the National Geodetic Survey in June 1991..
 DR0729
 DR0729.The geoid height was determined by GEOID03.
 DR0729
 DR0729.The dynamic height is computed by dividing the NAVD 88
 DR0729.geopotential number by the normal gravity value computed on the
 DR0729.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0729.degrees latitude (g = 980.6199 gals.).
 DR0729
 DR0729.The modeled gravity was interpolated from observed gravity values.
 DR0729
 DR0729;                    North         East    Units  Estimated Accuracy
 DR0729;SPC NM C     -   325,260.      542,270.      MT  (+/- 180 meters Scaled)
 DR0729
 DR0729                          SUPERSEDED SURVEY CONTROL
 DR0729
 DR0729.No superseded survey control is available for this station.
 DR0729
 DR0729_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDT267549(NAD 83)
 DR0729_MARKER: DB = BENCH MARK DISK
 DR0729_SETTING: 66 = SET IN ROCK OUTCROP
 DR0729_SP_SET: ROCK OUTCROP
 DR0729_STAMPING: A 407 1980
 DR0729_MARK LOGO: NGS   
 DR0729_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DR0729+STABILITY: POSITION/ELEVATION WELL
 DR0729
 DR0729  HISTORY     - Date     Condition        Report By
 DR0729  HISTORY     - 1980     MONUMENTED       NGS
 DR0729
 DR0729                          STATION DESCRIPTION
 DR0729
 DR0729'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 DR0729'34.4 KM (21.35 MI) NORT FROM CARRIZOZO.
 DR0729'34.4 KM (21.35 MI) NORTHERLY ALONG U.S. HIGHWAY 54 FROM THE JUNCTION
 DR0729'OF U.S. HIGHWAYS 54 AND 380 IN CARRIZOZO, 0.2 KM (0.1 MI)
 DR0729'NORTHEAST OF MILEPOST 145, AT A POWER LINE CROSSING, AT A 300 FT
 DR0729'HIGHWAY CUT, IN TOP OF A 4X5 FT EXPOSED AREA OF ROCK OUTCROP, 55.0
 DR0729'METERS (180.0 FT) SOUTHWEST OF THE NORTHEAST END OF THE CUT, 19.7
 DR0729'METERS (64.6 FT) WEST OF THE JUNCTION OF THE HIGHWAY AND A DIRT ROAD
 DR0729'LEADING TO THE J. A. HIGHTOWER RANCH, 9.8 METERS (32.3 FT) NORTHWEST
 DR0729'OF THE CENTERLINE OF THE HIGHWAY, 17.2 METERS (56.5 FT) EAST OF A
 DR0729'UTILITY POLE WITH TWO GUY WIRES AND 12.9 METERS (42.3 FT) SOUTHEAST
 DR0729'OF A FENCE.
 DR0729'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 DR0729'THE MARK IS 0.8 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0446 ***********************************************************************
 EP0446  DESIGNATION -  A 408
 EP0446  PID         -  EP0446
 EP0446  STATE/COUNTY-  NM/TORRANCE
 EP0446  USGS QUAD   -  CORONA NORTH (1995)
 EP0446
 EP0446                         *CURRENT SURVEY CONTROL
 EP0446  ___________________________________________________________________
 EP0446* NAD 83(1986)-  34 16 55.     (N)    105 33 34.     (W)     SCALED    
 EP0446* NAVD 88     -      1988.335  (meters)    6523.40   (feet)  ADJUSTED  
 EP0446  ___________________________________________________________________
 EP0446  GEOID HEIGHT-         -20.07  (meters)                     GEOID03
 EP0446  DYNAMIC HT  -        1985.435 (meters)    6513.88  (feet)  COMP
 EP0446  MODELED GRAV-     979,105.4   (mgal)                       NAVD 88
 EP0446
 EP0446  VERT ORDER  -  FIRST     CLASS II
 EP0446
 EP0446.The horizontal coordinates were scaled from a topographic map and have
 EP0446.an estimated accuracy of +/- 6 seconds.
 EP0446
 EP0446.The orthometric height was determined by differential leveling
 EP0446.and adjusted by the National Geodetic Survey in June 1991..
 EP0446
 EP0446.The geoid height was determined by GEOID03.
 EP0446
 EP0446.The dynamic height is computed by dividing the NAVD 88
 EP0446.geopotential number by the normal gravity value computed on the
 EP0446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EP0446.degrees latitude (g = 980.6199 gals.).
 EP0446
 EP0446.The modeled gravity was interpolated from observed gravity values.
 EP0446
 EP0446;                    North         East    Units  Estimated Accuracy
 EP0446;SPC NM C     -   364,140.      563,580.      MT  (+/- 180 meters Scaled)
 EP0446
 EP0446                          SUPERSEDED SURVEY CONTROL
 EP0446
 EP0446.No superseded survey control is available for this station.
 EP0446
 EP0446_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDT485935(NAD 83)
 EP0446_MARKER: I = METAL ROD
 EP0446_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 EP0446+WITH SETTING: INFORMATION.
 EP0446_SP_SET: SHALLOW SET METAL ROD
 EP0446_STAMPING: A 408 1980
 EP0446_MARK LOGO: NGS   
 EP0446_PROJECTION: FLUSH
 EP0446_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EP0446_ROD/PIPE-DEPTH: 1.8  meters
 EP0446
 EP0446  HISTORY     - Date     Condition        Report By
 EP0446  HISTORY     - 1980     MONUMENTED       NGS
 EP0446
 EP0446                          STATION DESCRIPTION
 EP0446
 EP0446'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 EP0446'5.3 KM (3.3 MI) NORTH FROM CORONA.
 EP0446'5.3 KM (3.3 MI) NORTHERLY ALONG U.S. HIGHWAY 54 FROM THE POST OFFICE
 EP0446'IN CORONA, 0.5 KM (0.3 MI) NORTH OF MILEPOST 174, 21.7 METERS
 EP0446'(71.3 FT) EAST-SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY AND 12.6
 EP0446'METERS (41.2 FT) WEST-SOUTHWEST OF UTILITY POLE NUMBER 9.  NOTE=
 EP0446'ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 EP0446'THE MARK IS 0.3 METERS  WNW FROM  A WITNESS POST AND FENCE
 EP0446'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0425 ***********************************************************************
 EP0425  DESIGNATION -  A 409
 EP0425  PID         -  EP0425
 EP0425  STATE/COUNTY-  NM/GUADALUPE
 EP0425  USGS QUAD   -  TEJON (1978)
 EP0425
 EP0425                         *CURRENT SURVEY CONTROL
 EP0425  ___________________________________________________________________
 EP0425* NAD 83(1986)-  34 33 08.     (N)    105 17 44.     (W)     SCALED    
 EP0425* NAVD 88     -      1857.081  (meters)    6092.77   (feet)  ADJUSTED  
 EP0425  ___________________________________________________________________
 EP0425  GEOID HEIGHT-         -20.56  (meters)                     GEOID03
 EP0425  DYNAMIC HT  -        1854.444 (meters)    6084.12  (feet)  COMP
 EP0425  MODELED GRAV-     979,149.0   (mgal)                       NAVD 88
 EP0425
 EP0425  VERT ORDER  -  FIRST     CLASS II
 EP0425
 EP0425.The horizontal coordinates were scaled from a topographic map and have
 EP0425.an estimated accuracy of +/- 6 seconds.
 EP0425
 EP0425.The orthometric height was determined by differential leveling
 EP0425.and adjusted by the National Geodetic Survey in June 1991..
 EP0425
 EP0425.The geoid height was determined by GEOID03.
 EP0425
 EP0425.The dynamic height is computed by dividing the NAVD 88
 EP0425.geopotential number by the normal gravity value computed on the
 EP0425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EP0425.degrees latitude (g = 980.6199 gals.).
 EP0425
 EP0425.The modeled gravity was interpolated from observed gravity values.
 EP0425
 EP0425;                    North         East    Units  Estimated Accuracy
 EP0425;SPC NM E     -   394,330.       76,690.      MT  (+/- 180 meters Scaled)
 EP0425
 EP0425                          SUPERSEDED SURVEY CONTROL
 EP0425
 EP0425.No superseded survey control is available for this station.
 EP0425
 EP0425_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDU728234(NAD 83)
 EP0425_MARKER: I = METAL ROD
 EP0425_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EP0425_SP_SET: STAINLESS STEEL ROD
 EP0425_STAMPING: A 409 1981
 EP0425_MARK LOGO: NGS   
 EP0425_PROJECTION: FLUSH
 EP0425_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EP0425_ROD/PIPE-DEPTH: 4.5  meters
 EP0425
 EP0425  HISTORY     - Date     Condition        Report By
 EP0425  HISTORY     - 1981     MONUMENTED       NGS
 EP0425
 EP0425                          STATION DESCRIPTION
 EP0425
 EP0425'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 EP0425'9.1 KM (5.65 MI) SW FROM VAUGHN.
 EP0425'3.5 KM (2.2 MI) WESTERLY ALONG U.S. HIGHWAY 60 FROM THE POST OFFICE
 EP0425'IN VAUGHN, THENCE 5.6 KM (3.45 MI) SOUTHERLY ALONG U.S. HIGHWAY 54,
 EP0425'0.6 KM (0.35 MI) SOUTHWEST OF MILEPOST 199, 32.9 METERS (108.0 FT)
 EP0425'SOUTHEAST OF THE NEAR RAIL OF THE SOUTHERN PACIFIC RAILROAD, 30.3
 EP0425'METERS (99.4 FT) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 9.2
 EP0425'METERS (30.1 FT) SOUTHWEST OF THE CENTER OF A TRACK ROAD AND 4.3
 EP0425'METERS (14.0 FT) SOUTHWEST OF A FENCE CORNER.  NOTE=ACCESS TO THE
 EP0425'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 EP0425'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST AND FENCE
 EP0425'THE MARK IS 0.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0422 ***********************************************************************
 EQ0422  DESIGNATION -  A 41
 EQ0422  PID         -  EQ0422
 EQ0422  STATE/COUNTY-  NM/CATRON
 EQ0422  USGS QUAD   -  DATIL (1963)
 EQ0422
 EQ0422                         *CURRENT SURVEY CONTROL
 EQ0422  ___________________________________________________________________
 EQ0422* NAD 83(1986)-  34 08 05.     (N)    107 48 23.     (W)     SCALED    
 EQ0422* NAVD 88     -      2221.073  (meters)    7286.97   (feet)  ADJUSTED  
 EQ0422  ___________________________________________________________________
 EQ0422  GEOID HEIGHT-         -21.40  (meters)                     GEOID03
 EQ0422  DYNAMIC HT  -        2217.612 (meters)    7275.62  (feet)  COMP
 EQ0422  MODELED GRAV-     978,997.6   (mgal)                       NAVD 88
 EQ0422
 EQ0422  VERT ORDER  -  FIRST     CLASS II
 EQ0422
 EQ0422.The horizontal coordinates were scaled from a topographic map and have
 EQ0422.an estimated accuracy of +/- 6 seconds.
 EQ0422
 EQ0422.The orthometric height was determined by differential leveling
 EQ0422.and adjusted by the National Geodetic Survey in June 1991..
 EQ0422
 EQ0422.The geoid height was determined by GEOID03.
 EQ0422
 EQ0422.The dynamic height is computed by dividing the NAVD 88
 EQ0422.geopotential number by the normal gravity value computed on the
 EQ0422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0422.degrees latitude (g = 980.6199 gals.).
 EQ0422
 EQ0422.The modeled gravity was interpolated from observed gravity values.
 EQ0422
 EQ0422;                    North         East    Units  Estimated Accuracy
 EQ0422;SPC NM W     -   347,600.      832,490.      MT  (+/- 180 meters Scaled)
 EQ0422
 EQ0422                          SUPERSEDED SURVEY CONTROL
 EQ0422
 EQ0422  NGVD 29 (??/??/92) 2220.171  (m)         7284.01   (f) ADJ UNCH    1 2
 EQ0422
 EQ0422.Superseded values are not recommended for survey control.
 EQ0422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0422.See file dsdata.txt to determine how the superseded data were derived.
 EQ0422
 EQ0422_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBT412806(NAD 83)
 EQ0422_MARKER: DB = BENCH MARK DISK
 EQ0422_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EQ0422_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EQ0422_STAMPING: A-41 1934
 EQ0422_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EQ0422+STABILITY: SURFACE MOTION
 EQ0422
 EQ0422  HISTORY     - Date     Condition        Report By
 EQ0422  HISTORY     - 1934     MONUMENTED       CGS
 EQ0422  HISTORY     - 1964     MARK NOT FOUND   USGS
 EQ0422
 EQ0422                          STATION DESCRIPTION
 EQ0422
 EQ0422'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EQ0422'1.7 MI E FROM DATIL.
 EQ0422'FROM POST OFFICE ON US HWY NO. 60, ABOUT 0.2 MI WEST OF A FILLING
 EQ0422'STATION, (WHICH IS LOCATED ON A CURVE IN THE HWY AT THE TOP OF A
 EQ0422'SLIGHT HILL).  63 FEET NORTH OF THE CENTER LINE OF THE HWY, AND ABOUT
 EQ0422'27 FEET NORTH OF A TELEPHONE LINE, AND 1 FOOT SOUTH OF THE FENCE LINE.
 EQ0422
 EQ0422                          STATION RECOVERY (1964)
 EQ0422
 EQ0422'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 EQ0422'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS1075 ***********************************************************************
 DS1075  DESIGNATION -  A 410
 DS1075  PID         -  DS1075
 DS1075  STATE/COUNTY-  NM/OTERO
 DS1075  USGS QUAD   -  TULAROSA (1982)
 DS1075
 DS1075                         *CURRENT SURVEY CONTROL
 DS1075  ___________________________________________________________________
 DS1075* NAD 83(1986)-  33 01 34.     (N)    106 00 05.     (W)     SCALED    
 DS1075* NAVD 88     -      1360.673  (meters)    4464.14   (feet)  ADJUSTED  
 DS1075  ___________________________________________________________________
 DS1075  GEOID HEIGHT-         -22.00  (meters)                     GEOID03
 DS1075  DYNAMIC HT  -        1358.674 (meters)    4457.58  (feet)  COMP
 DS1075  MODELED GRAV-     979,121.6   (mgal)                       NAVD 88
 DS1075
 DS1075  VERT ORDER  -  FIRST     CLASS II
 DS1075
 DS1075.The horizontal coordinates were scaled from a topographic map and have
 DS1075.an estimated accuracy of +/- 6 seconds.
 DS1075
 DS1075.The orthometric height was determined by differential leveling
 DS1075.and adjusted by the National Geodetic Survey in June 1991..
 DS1075
 DS1075.The geoid height was determined by GEOID03.
 DS1075
 DS1075.The dynamic height is computed by dividing the NAVD 88
 DS1075.geopotential number by the normal gravity value computed on the
 DS1075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS1075.degrees latitude (g = 980.6199 gals.).
 DS1075
 DS1075.The modeled gravity was interpolated from observed gravity values.
 DS1075
 DS1075;                    North         East    Units  Estimated Accuracy
 DS1075;SPC NM C     -   224,680.      523,220.      MT  (+/- 180 meters Scaled)
 DS1075
 DS1075                          SUPERSEDED SURVEY CONTROL
 DS1075
 DS1075.No superseded survey control is available for this station.
 DS1075
 DS1075_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDS064546(NAD 83)
 DS1075_MARKER: I = METAL ROD
 DS1075_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DS1075_SP_SET: STAINLESS STEEL ROD
 DS1075_STAMPING: A 410 1980
 DS1075_MARK LOGO: NGS   
 DS1075_PROJECTION: FLUSH
 DS1075_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DS1075_ROD/PIPE-DEPTH: 9.8  meters
 DS1075
 DS1075  HISTORY     - Date     Condition        Report By
 DS1075  HISTORY     - 1980     MONUMENTED       NGS
 DS1075
 DS1075                          STATION DESCRIPTION
 DS1075
 DS1075'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 DS1075'5.8 KM (3.6 MI) SOUTH FROM TULAROSA.
 DS1075'5.8 KM (3.6 MI) SOUTHERLY ALONG U.S. HIGHWAY 54 FROM ITS JUNCTION
 DS1075'WITH U.S. HIGHWAY 70 IN TULAROSA, 19.3 METERS
 DS1075'(63.4 FT) SOUTHWEST OF THE CENTERLINE OF THE SOUTH BOUND LANES OF
 DS1075'THE HIGHWAY, 12.5 METERS (41.0 FT) SOUTHEAST OF THE CENTER OF A
 DS1075'FIELD ENTRANCE ROAD AND 9.8 METERS (32.2 FT) SOUTH-SOUTHWEST OF
 DS1075'MILE POST 76.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 DS1075'LOGO CAP.
 DS1075'THE MARK IS 0.4 METERS  NE FROM  WITNESS POST AND FENCE.
 DS1075'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1311 ***********************************************************************
 CX1311  DESIGNATION -  A 411
 CX1311  PID         -  CX1311
 CX1311  STATE/COUNTY-  NM/OTERO
 CX1311  USGS QUAD   -  DESERT (1955)
 CX1311
 CX1311                         *CURRENT SURVEY CONTROL
 CX1311  ___________________________________________________________________
 CX1311* NAD 83(1986)-  32 08 24.     (N)    106 14 06.     (W)     SCALED    
 CX1311* NAVD 88     -      1249.799  (meters)    4100.38   (feet)  ADJUSTED  
 CX1311  ___________________________________________________________________
 CX1311  GEOID HEIGHT-         -23.54  (meters)                     GEOID03
 CX1311  DYNAMIC HT  -        1247.938 (meters)    4094.28  (feet)  COMP
 CX1311  MODELED GRAV-     979,106.5   (mgal)                       NAVD 88
 CX1311
 CX1311  VERT ORDER  -  FIRST     CLASS II
 CX1311
 CX1311.The horizontal coordinates were scaled from a topographic map and have
 CX1311.an estimated accuracy of +/- 6 seconds.
 CX1311
 CX1311.The orthometric height was determined by differential leveling
 CX1311.and adjusted by the National Geodetic Survey in June 1991..
 CX1311
 CX1311.The geoid height was determined by GEOID03.
 CX1311
 CX1311.The dynamic height is computed by dividing the NAVD 88
 CX1311.geopotential number by the normal gravity value computed on the
 CX1311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX1311.degrees latitude (g = 980.6199 gals.).
 CX1311
 CX1311.The modeled gravity was interpolated from observed gravity values.
 CX1311
 CX1311;                    North         East    Units  Estimated Accuracy
 CX1311;SPC NM C     -   126,390.      501,420.      MT  (+/- 180 meters Scaled)
 CX1311
 CX1311                          SUPERSEDED SURVEY CONTROL
 CX1311
 CX1311.No superseded survey control is available for this station.
 CX1311
 CX1311_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR835566(NAD 83)
 CX1311_MARKER: I = METAL ROD
 CX1311_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CX1311_SP_SET: STAINLESS STEEL ROD
 CX1311_STAMPING: A 411 1980
 CX1311_MARK LOGO: NGS   
 CX1311_PROJECTION: FLUSH
 CX1311_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CX1311_ROD/PIPE-DEPTH: 6.7  meters
 CX1311
 CX1311  HISTORY     - Date     Condition        Report By
 CX1311  HISTORY     - 1980     MONUMENTED       NGS
 CX1311
 CX1311                          STATION DESCRIPTION
 CX1311
 CX1311'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CX1311'17.9 KM (11.1 MI) NE FROM NEWMAN.
 CX1311'17.9 KM (11.1 MI) NORTHEAST ALONG U.S. HIGHWAY 54 FROM THE
 CX1311'TEXAS-NEW MEXICO STATE LINE IN NEWMAN, 5 POLES SOUTHWEST OF RAILROAD
 CX1311'MILE POST 1327, 0.6 KM (0.35 MI) NORTHWEST OF A
 CX1311'PAVED ROAD LEADING SOUTHEAST, 66.1 METERS (217.0 FT) SOUTHEAST
 CX1311'OF THE EXTENDED CENTER OF  A DIRT ROAD, 59.6 METERS (194.7 FT)
 CX1311'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 52.5 METERS (172.2 FT)
 CX1311'SOUTHEAST OF MILEPOST 11, 17.3 METERS (56.9 FT) NORTHWEST OF THE
 CX1311'NEAR RAIL OF THE SOUTHERN PACIFIC RAILROAD AND 7.6 METERS (25.0 FT)
 CX1311'NORTHEAST OF A UTILITY POLE.  NOTE=ACCESS TO THE DATUM POINT IS
 CX1311'THROUGH A 5-INCH LOGO CAP.
 CX1311'THE MARK IS 0.5 METERS  SW FROM A WITNESS POST.
 CX1311'THE MARK IS 0.9 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0655 ***********************************************************************
 CW0655  DESIGNATION -  A 412
 CW0655  PID         -  CW0655
 CW0655  STATE/COUNTY-  NM/OTERO
 CW0655  USGS QUAD   -  DEADMAN CANYON (1981)
 CW0655
 CW0655                         *CURRENT SURVEY CONTROL
 CW0655  ___________________________________________________________________
 CW0655* NAD 83(1986)-  32 40 26.     (N)    105 59 56.     (W)     SCALED    
 CW0655* NAVD 88     -      1218.569  (meters)    3997.92   (feet)  ADJUSTED  
 CW0655  ___________________________________________________________________
 CW0655  GEOID HEIGHT-         -22.67  (meters)                     GEOID03
 CW0655  DYNAMIC HT  -        1216.775 (meters)    3992.04  (feet)  COMP
 CW0655  MODELED GRAV-     979,125.1   (mgal)                       NAVD 88
 CW0655  OBS GRAVITY -     979,123.8   (mgal)                       GRAV_OBS
 CW0655
 CW0655  VERT ORDER  -  FIRST     CLASS II
 CW0655
 CW0655.The horizontal coordinates were scaled from a topographic map and have
 CW0655.an estimated accuracy of +/- 6 seconds.
 CW0655
 CW0655.The orthometric height was determined by differential leveling
 CW0655.and adjusted by the National Geodetic Survey in June 1991..
 CW0655
 CW0655.The geoid height was determined by GEOID03.
 CW0655
 CW0655.The dynamic height is computed by dividing the NAVD 88
 CW0655.geopotential number by the normal gravity value computed on the
 CW0655.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0655.degrees latitude (g = 980.6199 gals.).
 CW0655
 CW0655.The modeled gravity was interpolated from observed gravity values.
 CW0655.The observed gravity was obtained from relative gravimeter ties
 CW0655.to the IGSN71 gravity network.
 CW0655
 CW0655;                    North         East    Units  Estimated Accuracy
 CW0655;SPC NM C     -   185,620.      523,550.      MT  (+/- 180 meters Scaled)
 CW0655
 CW0655                          SUPERSEDED SURVEY CONTROL
 CW0655
 CW0655.No superseded survey control is available for this station.
 CW0655
 CW0655_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDS063155(NAD 83)
 CW0655_MARKER: I = METAL ROD
 CW0655_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CW0655+WITH SETTING: INFORMATION.
 CW0655_SP_SET: SHALLOW SET METAL ROD
 CW0655_STAMPING: A 412 1980
 CW0655_MARK LOGO: NGS   
 CW0655_PROJECTION: FLUSH
 CW0655_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CW0655_ROD/PIPE-DEPTH: 1.8  meters
 CW0655
 CW0655  HISTORY     - Date     Condition        Report By
 CW0655  HISTORY     - 1980     MONUMENTED       NGS
 CW0655
 CW0655                          STATION DESCRIPTION
 CW0655
 CW0655'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CW0655'25.4 KM (15.8 MI) SOUTH FROM ALAMOGORDO.
 CW0655'25.4 KM (15.8 MI) SOUTHERLY ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 CW0655'THE STATION IN ALAMOGORDO, 59.4 METERS
 CW0655'(195.0 FT) EAST OF THE CENTERLINE OF U.S. HIGHWAY 54, 16.7 METERS
 CW0655'(55.0 FT) WEST OF THE NEAR RAIL AND 2.1 METERS (7.0 FT) SOUTH
 CW0655'OF MILE POST 1367.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A
 CW0655'5-INCH LOGO CAP.
 CW0655'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 CW0655'THE MARK IS 1.5 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1346 ***********************************************************************
 CX1346  DESIGNATION -  A 413
 CX1346  PID         -  CX1346
 CX1346  STATE/COUNTY-  NM/DONA ANA
 CX1346  USGS QUAD   -  LAS CRUCES (1978)
 CX1346
 CX1346                         *CURRENT SURVEY CONTROL
 CX1346  ___________________________________________________________________
 CX1346* NAD 83(1986)-  32 18 56.     (N)    106 46 57.     (W)     SCALED    
 CX1346* NAVD 88     -      1188.876  (meters)    3900.50   (feet)  ADJUSTED  
 CX1346  ___________________________________________________________________
 CX1346  GEOID HEIGHT-         -23.93  (meters)                     GEOID03
 CX1346  DYNAMIC HT  -        1187.116 (meters)    3894.73  (feet)  COMP
 CX1346  MODELED GRAV-     979,117.6   (mgal)                       NAVD 88
 CX1346
 CX1346  VERT ORDER  -  FIRST     CLASS II
 CX1346
 CX1346.The horizontal coordinates were scaled from a topographic map and have
 CX1346.an estimated accuracy of +/- 6 seconds.
 CX1346
 CX1346.The orthometric height was determined by differential leveling
 CX1346.and adjusted by the National Geodetic Survey in June 1991..
 CX1346
 CX1346.The geoid height was determined by GEOID03.
 CX1346
 CX1346.The dynamic height is computed by dividing the NAVD 88
 CX1346.geopotential number by the normal gravity value computed on the
 CX1346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX1346.degrees latitude (g = 980.6199 gals.).
 CX1346
 CX1346.The modeled gravity was interpolated from observed gravity values.
 CX1346
 CX1346;                    North         East    Units  Estimated Accuracy
 CX1346;SPC NM C     -   145,980.      449,860.      MT  (+/- 180 meters Scaled)
 CX1346
 CX1346                          SUPERSEDED SURVEY CONTROL
 CX1346
 CX1346.No superseded survey control is available for this station.
 CX1346
 CX1346_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR322768(NAD 83)
 CX1346_MARKER: DB = BENCH MARK DISK
 CX1346_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 CX1346_SP_SET: FOUNDATION
 CX1346_STAMPING: A 413 1981
 CX1346_MARK LOGO: NGS   
 CX1346_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CX1346+STABILITY: POSITION/ELEVATION WELL
 CX1346
 CX1346  HISTORY     - Date     Condition        Report By
 CX1346  HISTORY     - 1981     MONUMENTED       NGS
 CX1346  HISTORY     - 19970916 GOOD             USPSQD
 CX1346
 CX1346                          STATION DESCRIPTION
 CX1346
 CX1346'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CX1346'IN LAS CRUCES.
 CX1346'IN LAS CRUCES, IN THE TOP OF THE FOUNDATION AT THE MAIN ENTRANCE TO
 CX1346'THE ALAMEDA JUNIOR HIGH SCHOOL, 25.0 METERS (82.0 FT) NORTHEAST
 CX1346'OF THE CENTERLINE OF NORTH ALAMEDA BOULAVARD, 12.4 METERS (40.7 FT)
 CX1346'EAST OF A FLAG POLE AND 3.4 METERS (11.3 FT) NORTHWEST OF THE
 CX1346'SOUTHEAST CORNER OF A STEPWAY.
 CX1346'THE MARK IS 0.9 M ABOVE THE ROAD.
 CX1346
 CX1346                          STATION RECOVERY (1997)
 CX1346
 CX1346'RECOVERY NOTE BY US POWER SQUADRON 1997
 CX1346'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0682 ***********************************************************************
 CW0682  DESIGNATION -  A 414
 CW0682  PID         -  CW0682
 CW0682  STATE/COUNTY-  NM/EDDY
 CW0682  USGS QUAD   -  RED BLUFF (1985)
 CW0682
 CW0682                         *CURRENT SURVEY CONTROL
 CW0682  ___________________________________________________________________
 CW0682* NAD 83(1986)-  32 00 04.     (N)    104 01 58.     (W)     SCALED    
 CW0682* NAVD 88     -       894.952  (meters)    2936.19   (feet)  ADJUSTED  
 CW0682  ___________________________________________________________________
 CW0682  GEOID HEIGHT-         -25.58  (meters)                     GEOID03
 CW0682  DYNAMIC HT  -         893.639 (meters)    2931.88  (feet)  COMP
 CW0682  MODELED GRAV-     979,143.6   (mgal)                       NAVD 88
 CW0682
 CW0682  VERT ORDER  -  FIRST     CLASS II
 CW0682
 CW0682.The horizontal coordinates were scaled from a topographic map and have
 CW0682.an estimated accuracy of +/- 6 seconds.
 CW0682
 CW0682.The orthometric height was determined by differential leveling
 CW0682.and adjusted by the National Geodetic Survey in June 1991..
 CW0682
 CW0682.The geoid height was determined by GEOID03.
 CW0682
 CW0682.The dynamic height is computed by dividing the NAVD 88
 CW0682.geopotential number by the normal gravity value computed on the
 CW0682.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0682.degrees latitude (g = 980.6199 gals.).
 CW0682
 CW0682.The modeled gravity was interpolated from observed gravity values.
 CW0682
 CW0682;                    North         East    Units  Estimated Accuracy
 CW0682;SPC NM E     -   111,030.      193,400.      MT  (+/- 180 meters Scaled)
 CW0682
 CW0682                          SUPERSEDED SURVEY CONTROL
 CW0682
 CW0682.No superseded survey control is available for this station.
 CW0682
 CW0682_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SER913409(NAD 83)
 CW0682_MARKER: DB = BENCH MARK DISK
 CW0682_SETTING: 66 = SET IN ROCK OUTCROP
 CW0682_SP_SET: ROCK OUTCROP
 CW0682_STAMPING: A 414 1981
 CW0682_MARK LOGO: NGS   
 CW0682_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CW0682+STABILITY: POSITION/ELEVATION WELL
 CW0682
 CW0682  HISTORY     - Date     Condition        Report By
 CW0682  HISTORY     - 1981     MONUMENTED       NGS
 CW0682
 CW0682                          STATION DESCRIPTION
 CW0682
 CW0682'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CW0682'22.7 KM (14.1 MI) NW FROM ORLA.
 CW0682'22.7 KM (14.1 MI) NORTHWEST ALONG U.S. HIGHWAY 285 FROM ITS JUNCTION
 CW0682'WITH FARM ROAD 652 IN ORLA, TEXAS, 0.2 KM (0.1 MI) NORTHWEST OF THE
 CW0682'TEXAS STATE LINE, IN TOP OF A 3X5 FOOT EXPOSED AREA OF ROCK
 CW0682'OUTCROPPING, 16.8 METERS (55.0 FT) SOUTHWEST OF THE CENTERLINE OF
 CW0682'THE HIGHWAY, AND 14.0 METERS (46.0 FT) NORTHEAST OF A FENCE.
 CW0682'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 CW0682'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0657 ***********************************************************************
 CW0657  DESIGNATION -  A 415
 CW0657  PID         -  CW0657
 CW0657  STATE/COUNTY-  NM/EDDY
 CW0657  USGS QUAD   -  OTIS (1985)
 CW0657
 CW0657                         *CURRENT SURVEY CONTROL
 CW0657  ___________________________________________________________________
 CW0657* NAD 83(1986)-  32 21 02.     (N)    104 10 06.     (W)     SCALED    
 CW0657* NAVD 88     -       944.231  (meters)    3097.86   (feet)  ADJUSTED  
 CW0657  ___________________________________________________________________
 CW0657  GEOID HEIGHT-         -24.59  (meters)                     GEOID03
 CW0657  DYNAMIC HT  -         942.875 (meters)    3093.42  (feet)  COMP
 CW0657  MODELED GRAV-     979,172.3   (mgal)                       NAVD 88
 CW0657
 CW0657  VERT ORDER  -  FIRST     CLASS II
 CW0657
 CW0657.The horizontal coordinates were scaled from a topographic map and have
 CW0657.an estimated accuracy of +/- 6 seconds.
 CW0657
 CW0657.The orthometric height was determined by differential leveling
 CW0657.and adjusted by the National Geodetic Survey in June 1991..
 CW0657
 CW0657.The geoid height was determined by GEOID03.
 CW0657
 CW0657.The dynamic height is computed by dividing the NAVD 88
 CW0657.geopotential number by the normal gravity value computed on the
 CW0657.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0657.degrees latitude (g = 980.6199 gals.).
 CW0657
 CW0657.The modeled gravity was interpolated from observed gravity values.
 CW0657
 CW0657;                    North         East    Units  Estimated Accuracy
 CW0657;SPC NM E     -   149,750.      180,530.      MT  (+/- 180 meters Scaled)
 CW0657
 CW0657                          SUPERSEDED SURVEY CONTROL
 CW0657
 CW0657.No superseded survey control is available for this station.
 CW0657
 CW0657_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SER782795(NAD 83)
 CW0657_MARKER: I = METAL ROD
 CW0657_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CW0657+WITH SETTING: INFORMATION.
 CW0657_SP_SET: SHALLOW SET METAL ROD
 CW0657_STAMPING: A 415 1981
 CW0657_MARK LOGO: NGS   
 CW0657_PROJECTION: FLUSH
 CW0657_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CW0657_ROD/PIPE-DEPTH: 1.5  meters
 CW0657
 CW0657  HISTORY     - Date     Condition        Report By
 CW0657  HISTORY     - 1981     MONUMENTED       NGS
 CW0657
 CW0657                          STATION DESCRIPTION
 CW0657
 CW0657'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CW0657'6.4 KM (4.0 MI) SE FROM CARLSBAD.
 CW0657'6.4 KM (4.0 MI) SOUTHEAST ALONG U.S. HIGHWAY 285 FROM ITS SOUTH
 CW0657'JUNCTION WITH U.S. HIGHWAYS 62 AND 180 IN CARLSBAD, AT THE JUNCTION
 CW0657'OF STATE HIGHWAY 216 (GRANDI ROAD) AND THE ATCHISON, TOPEKA AND
 CW0657'SANTA FE RAILROAD, 54.0 METERS (177.0 FT) SOUTHEAST OF THE CENTERLINE
 CW0657'OF THE STATE HIGHWAY, 17.7 METERS (58.0 FT) NORTHEAST OF THE
 CW0657'CENTERLINE OF THE NORTH BOUND LANES OF THE HIGHWAY, 6.4 METERS
 CW0657'(21.0 FT) SOUTHWEST OF THE NEAR RAIL, AND 2.1 METERS (6.9 FT)
 CW0657'SOUTHEAST OF A UTILITY POLE WITH A METER.  NOTE=ACCESS TO THE DATUM
 CW0657'POINT IS THROUGH A 5-INCH LOGO CAP.  REFUSAL WAS REACHED AT 5.0 FT.
 CW0657'THE MARK IS 0.5 METERS  SW FROM A WITNESS POST.
 CW0657'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0713 ***********************************************************************
 CW0713  DESIGNATION -  A 416
 CW0713  PID         -  CW0713
 CW0713  STATE/COUNTY-  NM/EDDY
 CW0713  USGS QUAD   -  DAYTON (1975)
 CW0713
 CW0713                         *CURRENT SURVEY CONTROL
 CW0713  ___________________________________________________________________
 CW0713* NAD 83(1986)-  32 40 46.     (N)    104 23 45.     (W)     SCALED    
 CW0713* NAVD 88     -      1020.118  (meters)    3346.84   (feet)  ADJUSTED  
 CW0713  ___________________________________________________________________
 CW0713  GEOID HEIGHT-         -23.36  (meters)                     GEOID03
 CW0713  DYNAMIC HT  -        1018.689 (meters)    3342.15  (feet)  COMP
 CW0713  MODELED GRAV-     979,203.1   (mgal)                       NAVD 88
 CW0713
 CW0713  VERT ORDER  -  FIRST     CLASS II
 CW0713
 CW0713.The horizontal coordinates were scaled from a topographic map and have
 CW0713.an estimated accuracy of +/- 6 seconds.
 CW0713
 CW0713.The orthometric height was determined by differential leveling
 CW0713.and adjusted by the National Geodetic Survey in June 1991..
 CW0713
 CW0713.The geoid height was determined by GEOID03.
 CW0713
 CW0713.The dynamic height is computed by dividing the NAVD 88
 CW0713.geopotential number by the normal gravity value computed on the
 CW0713.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0713.degrees latitude (g = 980.6199 gals.).
 CW0713
 CW0713.The modeled gravity was interpolated from observed gravity values.
 CW0713
 CW0713;                    North         East    Units  Estimated Accuracy
 CW0713;SPC NM E     -   186,210.      159,140.      MT  (+/- 180 meters Scaled)
 CW0713
 CW0713                          SUPERSEDED SURVEY CONTROL
 CW0713
 CW0713.No superseded survey control is available for this station.
 CW0713
 CW0713_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES566159(NAD 83)
 CW0713_MARKER: DB = BENCH MARK DISK
 CW0713_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CW0713_SP_SET: HEADWALL
 CW0713_STAMPING: A 416 1982
 CW0713_MARK LOGO: NGS   
 CW0713_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CW0713+STABILITY: POSITION/ELEVATION WELL
 CW0713
 CW0713  HISTORY     - Date     Condition        Report By
 CW0713  HISTORY     - 1982     MONUMENTED       NGS
 CW0713
 CW0713                          STATION DESCRIPTION
 CW0713
 CW0713'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CW0713'19.6 KM (12.2 MI) SOUTH FROM ARTESIA.
 CW0713'14.7 KM (9.15 MI) SOUTHERLY ALONG THE SANTA FE RAILROAD FROM THE
 CW0713'RAILROAD STATION IN ARTESIA, THENCE 1.1 KM (0.7 MI) WESTERLY ALONG
 CW0713'COUNTY ROAD 38, THENCE 3.8 KM (2.35 MI) SOUTHERLY ALONG U.S. HIGHWAY
 CW0713'285, IN TOP OF AND 0.3 METER (1.0 FT) SOUTH OF THE NORTH END OF THE
 CW0713'NORTHWEST HEADWALL OF HIGHWAY BRIDGE NUMBER 57 OVER FOURMILE DRAW AND
 CW0713'8.0 METERS (26.2 FT) WEST OF THE CENTERLINE OF THE SOUTH BOUND LANES
 CW0713'OF THE HIGHWAY.
 CW0713'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0602 ***********************************************************************
 CW0602  DESIGNATION -  A 417
 CW0602  PID         -  CW0602
 CW0602  STATE/COUNTY-  NM/EDDY
 CW0602  USGS QUAD   -  CARLSBAD EAST (1985)
 CW0602
 CW0602                         *CURRENT SURVEY CONTROL
 CW0602  ___________________________________________________________________
 CW0602* NAD 83(1986)-  32 26 00.     (N)    104 09 24.     (W)     SCALED    
 CW0602* NAVD 88     -       948.878  (meters)    3113.11   (feet)  ADJUSTED  
 CW0602  ___________________________________________________________________
 CW0602  GEOID HEIGHT-         -24.31  (meters)                     GEOID03
 CW0602  DYNAMIC HT  -         947.527 (meters)    3108.68  (feet)  COMP
 CW0602  MODELED GRAV-     979,184.2   (mgal)                       NAVD 88
 CW0602
 CW0602  VERT ORDER  -  FIRST     CLASS I
 CW0602
 CW0602.The horizontal coordinates were scaled from a topographic map and have
 CW0602.an estimated accuracy of +/- 6 seconds.
 CW0602
 CW0602.The orthometric height was determined by differential leveling
 CW0602.and adjusted by the National Geodetic Survey in June 1991..
 CW0602
 CW0602.The geoid height was determined by GEOID03.
 CW0602
 CW0602.The dynamic height is computed by dividing the NAVD 88
 CW0602.geopotential number by the normal gravity value computed on the
 CW0602.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0602.degrees latitude (g = 980.6199 gals.).
 CW0602
 CW0602.The modeled gravity was interpolated from observed gravity values.
 CW0602
 CW0602;                    North         East    Units  Estimated Accuracy
 CW0602;SPC NM E     -   158,930.      181,610.      MT  (+/- 180 meters Scaled)
 CW0602
 CW0602                          SUPERSEDED SURVEY CONTROL
 CW0602
 CW0602  NGVD 29 (??/??/92)  948.396  (m)         3111.53   (f) ADJ UNCH    1 1
 CW0602
 CW0602.Superseded values are not recommended for survey control.
 CW0602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0602.See file dsdata.txt to determine how the superseded data were derived.
 CW0602
 CW0602_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SER792887(NAD 83)
 CW0602_MARKER: DB = BENCH MARK DISK
 CW0602_SETTING: 66 = SET IN ROCK OUTCROP
 CW0602_SP_SET: ROCK OUTCROP
 CW0602_STAMPING: A 417 1981
 CW0602_MARK LOGO: NGS   
 CW0602_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CW0602+STABILITY: POSITION/ELEVATION WELL
 CW0602
 CW0602  HISTORY     - Date     Condition        Report By
 CW0602  HISTORY     - 1981     MONUMENTED       NGS
 CW0602
 CW0602                          STATION DESCRIPTION
 CW0602
 CW0602'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CW0602'6.6 KM (4.1 MI) EAST FROM CARLSBAD.
 CW0602'3.9 KM (2.45 MI) NORTHEAST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE
 CW0602'EAST END OF THE BATAAN BRIDGE OVER THE PECOS RIVER, THENCE 2.7 KM
 CW0602'(1.65 MI) EAST ALONG A PIPELINE ROAD, 0.1 KM (0.05 MI) EAST OF A
 CW0602'STEEL CATTLEGUARD ACROSS THE ROAD AND A NORTH-SOUTH FENCE LINE, AT
 CW0602'THE SOUTH EDGE OF A BORROW PIT, IN TOP OF A 4X8 FOOT EXPOSED AREA
 CW0602'OF ROCK OUTCROP, 91.7 METERS (301.0 FT) EAST OF THE NORTH END OF
 CW0602'THE CATTLE GUARD, 24.7 METERS (81.0 FT) NORTHWEST OF THE NORTH
 CW0602'POST OF CAUTION SIGN (HIGH PRESSURE GAS LINE) AND 13.9 METERS
 CW0602'(45.6 FT) NORTH OF THE CENTER OF THE ROAD.
 CW0602'THE MARK IS 0.8 METERS  SE FROM A WITNESS POST.
 CW0602'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0761 ***********************************************************************
 DR0761  DESIGNATION -  A 418
 DR0761  PID         -  DR0761
 DR0761  STATE/COUNTY-  NM/CHAVES
 DR0761  USGS QUAD   -  ROSWELL NORTH (1975)
 DR0761
 DR0761                         *CURRENT SURVEY CONTROL
 DR0761  ___________________________________________________________________
 DR0761* NAD 83(1986)-  33 24 25.     (N)    104 31 10.     (W)     SCALED    
 DR0761* NAVD 88     -      1090.282  (meters)    3577.03   (feet)  ADJUSTED  
 DR0761  ___________________________________________________________________
 DR0761  GEOID HEIGHT-         -23.19  (meters)                     GEOID03
 DR0761  DYNAMIC HT  -        1088.799 (meters)    3572.17  (feet)  COMP
 DR0761  MODELED GRAV-     979,240.4   (mgal)                       NAVD 88
 DR0761
 DR0761  VERT ORDER  -  FIRST     CLASS II
 DR0761
 DR0761.The horizontal coordinates were scaled from a topographic map and have
 DR0761.an estimated accuracy of +/- 6 seconds.
 DR0761
 DR0761.The orthometric height was determined by differential leveling
 DR0761.and adjusted by the National Geodetic Survey in June 1991..
 DR0761
 DR0761.The geoid height was determined by GEOID03.
 DR0761
 DR0761.The dynamic height is computed by dividing the NAVD 88
 DR0761.geopotential number by the normal gravity value computed on the
 DR0761.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0761.degrees latitude (g = 980.6199 gals.).
 DR0761
 DR0761.The modeled gravity was interpolated from observed gravity values.
 DR0761
 DR0761;                    North         East    Units  Estimated Accuracy
 DR0761;SPC NM E     -   266,900.      147,690.      MT  (+/- 180 meters Scaled)
 DR0761
 DR0761                          SUPERSEDED SURVEY CONTROL
 DR0761
 DR0761.No superseded survey control is available for this station.
 DR0761
 DR0761_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES446965(NAD 83)
 DR0761_MARKER: I = METAL ROD
 DR0761_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DR0761_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 DR0761_STAMPING: A 418 1982
 DR0761_MARK LOGO: NGS   
 DR0761_PROJECTION: FLUSH
 DR0761_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DR0761+STABILITY: POSITION/ELEVATION WELL
 DR0761_ROD/PIPE-DEPTH: 14.6 meters
 DR0761_SLEEVE-DEPTH  : 9.1 meters
 DR0761
 DR0761  HISTORY     - Date     Condition        Report By
 DR0761  HISTORY     - 1982     MONUMENTED       NGS
 DR0761  HISTORY     - 1982     GOOD             NGS
 DR0761
 DR0761                          STATION DESCRIPTION
 DR0761
 DR0761'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 DR0761'1.0 KM (0.6 MI) NORTH FROM ROSWELL.
 DR0761'1.0 KM (0.6 MI) NORTHERLY ALONG THE SANTA FE RAILROAD FROM THE
 DR0761'RAILROAD STATION IN ROSWELL, 0.2 KM (0.1 MI) SOUTHWEST OF THE JUNCTION
 DR0761'OF COLLEGE BOULEVARD, 24.1 METERS (79.1 FT) NORTH OF THE EXTENDED
 DR0761'CENTER OF 13TH STREET, 14.2 METERS (46.6 FT) WEST-NORTHWEST OF THE
 DR0761'NEAR RAIL AND 2.7 METERS (8.9 FT) SOUTH OF A UTILITY POLE.
 DR0761'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 DR0761'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 DR0761'THE MARK IS 0.9 M BELOW THE TRACKS.
 DR0761
 DR0761                          STATION RECOVERY (1982)
 DR0761
 DR0761'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 DR0761'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0748 ***********************************************************************
 CV0748  DESIGNATION -  A 419
 CV0748  PID         -  CV0748
 CV0748  STATE/COUNTY-  NM/EDDY
 CV0748  USGS QUAD   -  LIVINGSTON RIDGE (1985)
 CV0748
 CV0748                         *CURRENT SURVEY CONTROL
 CV0748  ___________________________________________________________________
 CV0748* NAD 83(1986)-  32 23 22.     (N)    103 47 26.     (W)     SCALED    
 CV0748* NAVD 88     -      1053.514  (meters)    3456.40   (feet)  ADJUSTED  
 CV0748  ___________________________________________________________________
 CV0748  GEOID HEIGHT-         -24.30  (meters)                     GEOID03
 CV0748  DYNAMIC HT  -        1051.996 (meters)    3451.42  (feet)  COMP
 CV0748  MODELED GRAV-     979,161.6   (mgal)                       NAVD 88
 CV0748
 CV0748  VERT ORDER  -  FIRST     CLASS I
 CV0748
 CV0748.The horizontal coordinates were scaled from a topographic map and have
 CV0748.an estimated accuracy of +/- 6 seconds.
 CV0748
 CV0748.The orthometric height was determined by differential leveling
 CV0748.and adjusted by the National Geodetic Survey in June 1991..
 CV0748
 CV0748.The geoid height was determined by GEOID03.
 CV0748
 CV0748.The dynamic height is computed by dividing the NAVD 88
 CV0748.geopotential number by the normal gravity value computed on the
 CV0748.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0748.degrees latitude (g = 980.6199 gals.).
 CV0748
 CV0748.The modeled gravity was interpolated from observed gravity values.
 CV0748
 CV0748;                    North         East    Units  Estimated Accuracy
 CV0748;SPC NM E     -   154,180.      216,070.      MT  (+/- 180 meters Scaled)
 CV0748
 CV0748                          SUPERSEDED SURVEY CONTROL
 CV0748
 CV0748  NGVD 29 (??/??/92) 1053.017  (m)         3454.77   (f) ADJ UNCH    1 1
 CV0748
 CV0748.Superseded values are not recommended for survey control.
 CV0748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0748.See file dsdata.txt to determine how the superseded data were derived.
 CV0748
 CV0748_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFR137842(NAD 83)
 CV0748_MARKER: I = METAL ROD
 CV0748_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CV0748+WITH SETTING: INFORMATION.
 CV0748_SP_SET: SHALLOW SET METAL ROD
 CV0748_STAMPING: A 419 1982
 CV0748_MARK LOGO: NGS   
 CV0748_PROJECTION: FLUSH
 CV0748_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CV0748_ROD/PIPE-DEPTH: 1.2  meters
 CV0748
 CV0748  HISTORY     - Date     Condition        Report By
 CV0748  HISTORY     - 1982     MONUMENTED       NGS
 CV0748  HISTORY     - 1983     GOOD             NGS
 CV0748
 CV0748                          STATION DESCRIPTION
 CV0748
 CV0748'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CV0748'61.7 KM (38.35 MI) EAST FROM CARLSBAD.
 CV0748'27.7 KM (17.2 MI) NORTHEASTERLY ALONG U. S. HIGHWAY 62 AND 180 FROM
 CV0748'THE EAST END OF THE BATAAN BRIDGE OVER THE PECOS RIVER IN CARLSBAD,
 CV0748'THENCE 12.6 KM (7.85 MI) SOUTHERLY ALONG STATE HIGHWAY 31, THENCE 8.1
 CV0748'KM (5.05 MI) EASTERLY ALONG A DIRT ROAD, THENCE 6.0 KM (3.75 MI)
 CV0748'SOUTHERLY ALONG A DIRT ROAD, THENCE 7.2 KM (4.45 MI) EASTERLY ALONG A
 CV0748'PIPELINE ROAD, THENCE 0.1 KM (0.05 MI) NORTHERLY ALONG A DIRT ROAD AND
 CV0748'15.2 METERS (49.9 FT) EAST OF THE CENTER OF THE ROAD.  NOTE=REFUSAL
 CV0748'WAS REACHED AT 4.0 FT.  ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 CV0748'LOGO CAP.
 CV0748'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 CV0748'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 CV0748
 CV0748                          STATION RECOVERY (1983)
 CV0748
 CV0748'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CV0748'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0180 ***********************************************************************
 DT0180  DESIGNATION -  A 42
 DT0180  PID         -  DT0180
 DT0180  STATE/COUNTY-  NM/CATRON
 DT0180  USGS QUAD   -  BULL BASIN (1965)
 DT0180
 DT0180                         *CURRENT SURVEY CONTROL
 DT0180  ___________________________________________________________________
 DT0180* NAD 83(1986)-  33 42 22.     (N)    108 52 44.     (W)     SCALED    
 DT0180* NAVD 88     -      2022.019  (meters)    6633.91   (feet)  ADJUSTED  
 DT0180  ___________________________________________________________________
 DT0180  GEOID HEIGHT-         -22.75  (meters)                     GEOID03
 DT0180  DYNAMIC HT  -        2018.818 (meters)    6623.41  (feet)  COMP
 DT0180  MODELED GRAV-     978,981.7   (mgal)                       NAVD 88
 DT0180
 DT0180  VERT ORDER  -  FIRST     CLASS II
 DT0180
 DT0180.The horizontal coordinates were scaled from a topographic map and have
 DT0180.an estimated accuracy of +/- 6 seconds.
 DT0180
 DT0180.The orthometric height was determined by differential leveling
 DT0180.and adjusted by the National Geodetic Survey in June 1991..
 DT0180
 DT0180.The geoid height was determined by GEOID03.
 DT0180
 DT0180.The dynamic height is computed by dividing the NAVD 88
 DT0180.geopotential number by the normal gravity value computed on the
 DT0180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0180.degrees latitude (g = 980.6199 gals.).
 DT0180
 DT0180.The modeled gravity was interpolated from observed gravity values.
 DT0180
 DT0180;                    North         East    Units  Estimated Accuracy
 DT0180;SPC NM W     -   300,560.      733,080.      MT  (+/- 180 meters Scaled)
 DT0180
 DT0180                          SUPERSEDED SURVEY CONTROL
 DT0180
 DT0180  NGVD 29 (??/??/92) 2021.058  (m)         6630.75   (f) ADJ UNCH    1 2
 DT0180
 DT0180.Superseded values are not recommended for survey control.
 DT0180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0180.See file dsdata.txt to determine how the superseded data were derived.
 DT0180
 DT0180_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC965315(NAD 83)
 DT0180_MARKER: DB = BENCH MARK DISK
 DT0180_SETTING: 80 = SET IN A BOULDER
 DT0180_SP_SET: BOULDER
 DT0180_STAMPING: A 42 1934
 DT0180_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DT0180+STABILITY: SURFACE MOTION
 DT0180
 DT0180  HISTORY     - Date     Condition        Report By
 DT0180  HISTORY     - 1934     MONUMENTED       CGS
 DT0180  HISTORY     - 1965     MARK NOT FOUND   USGS
 DT0180
 DT0180                          STATION DESCRIPTION
 DT0180
 DT0180'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DT0180'7.4 MI W FROM RESERVE.
 DT0180'ON STATE HWY. NO. 11, 1.4 MILES WEST OF JUNCTION WITH STATE HWY. NO.
 DT0180'12, ABOUT 1,000 FT. WEST OF BOTTOM OF STEEP GRADE, 34 FT. EAST OF
 DT0180'WOODEN CULVERT, 14 FT. NORTH OF THE CENTER LINE OF HWY. IN RHYOLITE
 DT0180'BOULDER.
 DT0180
 DT0180                          STATION RECOVERY (1965)
 DT0180
 DT0180'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 DT0180'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0519 ***********************************************************************
 EO0519  DESIGNATION -  A 420
 EO0519  PID         -  EO0519
 EO0519  STATE/COUNTY-  NM/CURRY
 EO0519  USGS QUAD   -  CLOVIS (1985)
 EO0519
 EO0519                         *CURRENT SURVEY CONTROL
 EO0519  ___________________________________________________________________
 EO0519* NAD 83(1986)-  34 23 43.     (N)    103 10 41.     (W)     SCALED    
 EO0519* NAVD 88     -      1288.038  (meters)    4225.84   (feet)  ADJUSTED  
 EO0519  ___________________________________________________________________
 EO0519  GEOID HEIGHT-         -23.66  (meters)                     GEOID03
 EO0519  DYNAMIC HT  -        1286.345 (meters)    4220.28  (feet)  COMP
 EO0519  MODELED GRAV-     979,276.8   (mgal)                       NAVD 88
 EO0519
 EO0519  VERT ORDER  -  FIRST     CLASS II
 EO0519
 EO0519.The horizontal coordinates were scaled from a topographic map and have
 EO0519.an estimated accuracy of +/- 6 seconds.
 EO0519
 EO0519.The orthometric height was determined by differential leveling
 EO0519.and adjusted by the National Geodetic Survey in June 1991..
 EO0519
 EO0519.The geoid height was determined by GEOID03.
 EO0519
 EO0519.The dynamic height is computed by dividing the NAVD 88
 EO0519.geopotential number by the normal gravity value computed on the
 EO0519.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0519.degrees latitude (g = 980.6199 gals.).
 EO0519
 EO0519.The modeled gravity was interpolated from observed gravity values.
 EO0519
 EO0519;                    North         East    Units  Estimated Accuracy
 EO0519;SPC NM E     -   377,100.      271,230.      MT  (+/- 180 meters Scaled)
 EO0519
 EO0519                          SUPERSEDED SURVEY CONTROL
 EO0519
 EO0519.No superseded survey control is available for this station.
 EO0519
 EO0519_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFU674074(NAD 83)
 EO0519_MARKER: I = METAL ROD
 EO0519_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 EO0519_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 EO0519_STAMPING: A 420 1982
 EO0519_MARK LOGO: NGS   
 EO0519_PROJECTION: FLUSH
 EO0519_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EO0519+STABILITY: POSITION/ELEVATION WELL
 EO0519_ROD/PIPE-DEPTH: 10.1 meters
 EO0519_SLEEVE-DEPTH  : 9.1 meters
 EO0519
 EO0519  HISTORY     - Date     Condition        Report By
 EO0519  HISTORY     - 1982     MONUMENTED       NGS
 EO0519  HISTORY     - 1982     GOOD             NGS
 EO0519  HISTORY     - 1982     GOOD             NGS
 EO0519  HISTORY     - 1984     GOOD             NGS
 EO0519
 EO0519                          STATION DESCRIPTION
 EO0519
 EO0519'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 EO0519'1.8 KM (1.1 MI) SE FROM CLOVIS.
 EO0519'1.7 KM (1.05 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 70 AND 84 FROM ITS
 EO0519'JUNCTION WITH STATE HIGHWAY 18 IN CLOVIS, THENCE 0.1 KM (0.05 MI)
 EO0519'SOUTHERLY ALONG STATE HIGHWAY 18, U.S. HIGHWAYS 60, 70 AND 84 TRUCK
 EO0519'BYPASS (NORRIS STREET), 49.5 METERS (162.4 FT) EAST OF THE CENTERLINE
 EO0519'OF THE HIGHWAY, 24.3 METERS (79.7 FT) SOUTH OF THE NEAR RAIL OF THE
 EO0519'SANTA FE RAILROAD, 4.6 METERS (15.1 FT) NORTHWEST OF THE NORTHWEST
 EO0519'CORNER OF A CHAIN LINK FENCE AROUND A WATER WELL, 1.3 METERS (4.3 FT)
 EO0519'WEST OF A UTILITY POLE AND 1.2 METERS (3.9 FT) NORTH OF A FENCE.
 EO0519'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 EO0519'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 EO0519'THE MARK IS 1.0 M BELOW THE HIGHWAY.
 EO0519
 EO0519                          STATION RECOVERY (1982)
 EO0519
 EO0519'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 EO0519'RECOVERED IN GOOD CONDITION.
 EO0519
 EO0519                          STATION RECOVERY (1982)
 EO0519
 EO0519'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 EO0519'RECOVERED IN GOOD CONDITION.
 EO0519
 EO0519                          STATION RECOVERY (1984)
 EO0519
 EO0519'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EO0519'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0493 ***********************************************************************
 EO0493  DESIGNATION -  A 421
 EO0493  PID         -  EO0493
 EO0493  STATE/COUNTY-  NM/ROOSEVELT
 EO0493  USGS QUAD   -  FLOYD SE (1987)
 EO0493
 EO0493                         *CURRENT SURVEY CONTROL
 EO0493  ___________________________________________________________________
 EO0493* NAD 83(1986)-  34 01 26.     (N)    103 33 44.     (W)     SCALED    
 EO0493* NAVD 88     -      1325.149  (meters)    4347.59   (feet)  ADJUSTED  
 EO0493  ___________________________________________________________________
 EO0493  GEOID HEIGHT-         -22.75  (meters)                     GEOID03
 EO0493  DYNAMIC HT  -        1323.389 (meters)    4341.82  (feet)  COMP
 EO0493  MODELED GRAV-     979,261.2   (mgal)                       NAVD 88
 EO0493
 EO0493  VERT ORDER  -  FIRST     CLASS II
 EO0493
 EO0493.The horizontal coordinates were scaled from a topographic map and have
 EO0493.an estimated accuracy of +/- 6 seconds.
 EO0493
 EO0493.The orthometric height was determined by differential leveling
 EO0493.and adjusted by the National Geodetic Survey in June 1991..
 EO0493
 EO0493.The geoid height was determined by GEOID03.
 EO0493
 EO0493.The dynamic height is computed by dividing the NAVD 88
 EO0493.geopotential number by the normal gravity value computed on the
 EO0493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0493.degrees latitude (g = 980.6199 gals.).
 EO0493
 EO0493.The modeled gravity was interpolated from observed gravity values.
 EO0493
 EO0493;                    North         East    Units  Estimated Accuracy
 EO0493;SPC NM E     -   335,580.      236,210.      MT  (+/- 180 meters Scaled)
 EO0493
 EO0493                          SUPERSEDED SURVEY CONTROL
 EO0493
 EO0493.No superseded survey control is available for this station.
 EO0493
 EO0493_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFT327657(NAD 83)
 EO0493_MARKER: I = METAL ROD
 EO0493_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EO0493_SP_SET: STAINLESS STEEL ROD
 EO0493_STAMPING: A 421 1982
 EO0493_MARK LOGO: NGS   
 EO0493_PROJECTION: FLUSH
 EO0493_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EO0493_ROD/PIPE-DEPTH: 6.7  meters
 EO0493
 EO0493  HISTORY     - Date     Condition        Report By
 EO0493  HISTORY     - 1982     MONUMENTED       NGS
 EO0493
 EO0493                          STATION DESCRIPTION
 EO0493
 EO0493'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 EO0493'27.1 KM (16.85 MI) SW FROM PORTALES.
 EO0493'27.1 KM (16.85 MI) SOUTHWESTERLY ALONG THE SANTA FE RAILROAD FROM THE
 EO0493'RAILROAD STATION IN PORTALES, 0.5 KM (0.3 MI) NORTHEAST OF MILEPOST
 EO0493'35, 28.7 METERS (94.2 FT) SOUTHWEST OF THE CENTER OF A DIRT ROAD
 EO0493'LEADING NORTH, 23.5 METERS (77.1 FT) SOUTHEAST OF THE NEAR RAIL, 21.3
 EO0493'METERS (69.9 FT) NORTHWEST OF THE CENTERLINE OF U.S. HIGHWAY 70 AND
 EO0493'1.4 METERS (4.6 FT) NORTHEAST OF UTILITY POLE NUMBER E8.  NOTE=ACCESS
 EO0493'TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 EO0493'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 EO0493'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0646 ***********************************************************************
 EQ0646  DESIGNATION -  A 423
 EQ0646  PID         -  EQ0646
 EQ0646  STATE/COUNTY-  NM/SOCORRO
 EQ0646  USGS QUAD   -  ABEYTAS (1979)
 EQ0646
 EQ0646                         *CURRENT SURVEY CONTROL
 EQ0646  ___________________________________________________________________
 EQ0646* NAD 83(1986)-  34 26 24.     (N)    106 49 19.     (W)     SCALED    
 EQ0646* NAVD 88     -      1444.250  (meters)    4738.34   (feet)  ADJUSTED  
 EQ0646  ___________________________________________________________________
 EQ0646  GEOID HEIGHT-         -21.83  (meters)                     GEOID03
 EQ0646  DYNAMIC HT  -        1442.247 (meters)    4731.77  (feet)  COMP
 EQ0646  MODELED GRAV-     979,198.9   (mgal)                       NAVD 88
 EQ0646
 EQ0646  VERT ORDER  -  FIRST     CLASS II
 EQ0646
 EQ0646.The horizontal coordinates were scaled from a topographic map and have
 EQ0646.an estimated accuracy of +/- 6 seconds.
 EQ0646
 EQ0646.The orthometric height was determined by differential leveling
 EQ0646.and adjusted by the National Geodetic Survey in June 1991..
 EQ0646
 EQ0646.The geoid height was determined by GEOID03.
 EQ0646
 EQ0646.The dynamic height is computed by dividing the NAVD 88
 EQ0646.geopotential number by the normal gravity value computed on the
 EQ0646.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0646.degrees latitude (g = 980.6199 gals.).
 EQ0646
 EQ0646.The modeled gravity was interpolated from observed gravity values.
 EQ0646
 EQ0646;                    North         East    Units  Estimated Accuracy
 EQ0646;SPC NM C     -   381,610.      447,440.      MT  (+/- 180 meters Scaled)
 EQ0646
 EQ0646                          SUPERSEDED SURVEY CONTROL
 EQ0646
 EQ0646.No superseded survey control is available for this station.
 EQ0646
 EQ0646_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU326124(NAD 83)
 EQ0646_MARKER: I = METAL ROD
 EQ0646_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EQ0646_SP_SET: STAINLESS STEEL ROD
 EQ0646_STAMPING: A 423 1982
 EQ0646_MARK LOGO: NGS   
 EQ0646_PROJECTION: FLUSH
 EQ0646_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EQ0646_ROD/PIPE-DEPTH: 21.9 meters
 EQ0646
 EQ0646  HISTORY     - Date     Condition        Report By
 EQ0646  HISTORY     - 1982     MONUMENTED       NGS
 EQ0646
 EQ0646                          STATION DESCRIPTION
 EQ0646
 EQ0646'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 EQ0646'2.6 KM (1.6 MI) NORTH FROM BERNARDO.
 EQ0646'2.6 KM (1.6 MI) NORTHERLY ALONG STATE HIGHWAY 116, FROM ITS JUNCTION
 EQ0646'WITH U. S. HIGHWAY 60 IN BERNARDO, 42.9 METERS (140.7 FT) SOUTHEAST OF
 EQ0646'THE CENTERLINE OF THE HIGHWAY, 25.0 METERS (82.0 FT) SOUTHWEST OF THE
 EQ0646'CENTER OF A GRAVELED ROAD LEADING EAST TO THE NEW MEXICO BERNARDO
 EQ0646'WATERFOWL AREA, 14.6 METERS (47.9 FT) SOUTHEAST OF THE NEAR RAIL OF
 EQ0646'THE SANTA FE RAILROAD AND 1.6 METERS (5.2 FT) NORTH OF A UTILITY POLE
 EQ0646'WITH 3 TRANSFORMERS.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A
 EQ0646'5-INCH LOGO CAP.
 EQ0646'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST AND FENCE
 EQ0646'THE MARK IS 1.6 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0864 ***********************************************************************
 FO0864  DESIGNATION -  A 424
 FO0864  PID         -  FO0864
 FO0864  STATE/COUNTY-  NM/BERNALILLO
 FO0864  USGS QUAD   -  ALBUQUERQUE WEST (1990)
 FO0864
 FO0864                         *CURRENT SURVEY CONTROL
 FO0864  ___________________________________________________________________
 FO0864* NAD 83(1986)-  35 04 48.     (N)    106 38 49.     (W)     SCALED    
 FO0864* NAVD 88     -      1511.987  (meters)    4960.58   (feet)  ADJUSTED  
 FO0864  ___________________________________________________________________
 FO0864  GEOID HEIGHT-         -21.31  (meters)                     GEOID03
 FO0864  DYNAMIC HT  -        1509.918 (meters)    4953.79  (feet)  COMP
 FO0864  MODELED GRAV-     979,213.6   (mgal)                       NAVD 88
 FO0864
 FO0864  VERT ORDER  -  FIRST     CLASS II
 FO0864
 FO0864.The horizontal coordinates were scaled from a topographic map and have
 FO0864.an estimated accuracy of +/- 6 seconds.
 FO0864
 FO0864.The orthometric height was determined by differential leveling
 FO0864.and adjusted by the National Geodetic Survey in June 1991..
 FO0864
 FO0864.The geoid height was determined by GEOID03.
 FO0864
 FO0864.The dynamic height is computed by dividing the NAVD 88
 FO0864.geopotential number by the normal gravity value computed on the
 FO0864.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0864.degrees latitude (g = 980.6199 gals.).
 FO0864
 FO0864.The modeled gravity was interpolated from observed gravity values.
 FO0864
 FO0864;                    North         East    Units  Estimated Accuracy
 FO0864;SPC NM C     -   452,520.      463,800.      MT  (+/- 180 meters Scaled)
 FO0864
 FO0864                          SUPERSEDED SURVEY CONTROL
 FO0864
 FO0864  NGVD 29 (??/??/92) 1511.166  (m)         4957.88   (f) ADJ UNCH    1 2
 FO0864
 FO0864.Superseded values are not recommended for survey control.
 FO0864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0864.See file dsdata.txt to determine how the superseded data were derived.
 FO0864
 FO0864_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU498831(NAD 83)
 FO0864_MARKER: DB = BENCH MARK DISK
 FO0864_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 FO0864_SP_SET: PIER
 FO0864_STAMPING: A 424 1982
 FO0864_MARK LOGO: NGS   
 FO0864_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FO0864_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FO0864+SATELLITE: SATELLITE OBSERVATIONS - October 10, 1991
 FO0864
 FO0864  HISTORY     - Date     Condition        Report By
 FO0864  HISTORY     - 1982     MONUMENTED       NGS
 FO0864  HISTORY     - 19911010 GOOD             NGS
 FO0864
 FO0864                          STATION DESCRIPTION
 FO0864
 FO0864'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FO0864'IN ALBUQUERQUE.
 FO0864'THE MARK IS 1.3 M ABOVE THE GROUND.
 FO0864'IN ALBUQUERQUE, AT THE COAL AVENUE BRIDGE CROSSING THE SANTA FE
 FO0864'RAILROAD, SET VERTICALLY IN THE SOUTH FACE OF THE MOST SOUTHERLY 1 OF
 FO0864'6 PIERS OF THE FIFTH SET OF PIERS WEST OF THE EAST END OF THE BRIDGE,
 FO0864'10.0 METERS (32.8 FT) WEST OF A FENCE, AND 2.5 METERS (8.2 FT) WEST OF
 FO0864'THE NEAR RAIL.
 FO0864
 FO0864                          STATION RECOVERY (1991)
 FO0864
 FO0864'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 FO0864'IN ALBUQUERQUE, AT THE INTERSECTION OF COAL AVENUE AND THE SANTA FE
 FO0864'RAILROAD, SET VERTICALLY IN THE SOUTH FACE OF THE MOST SOUTHERLY OF 6
 FO0864'COLUMNS OF THE FIFTH PIER WEST OF THE EAST ABUTMENT OF THE AVENUE
 FO0864'OVERPASS OF THE RAILROAD, 10.0 M (32.8 FT) WEST OF A FENCE, 2.5 M
 FO0864'(8.2 FT) WEST OF THE NEAR RAIL, AND 1.2 M (3.9 FT) ABOVE THE GROUND
 FO0864'SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0834 ***********************************************************************
 FO0834  DESIGNATION -  A 425
 FO0834  PID         -  FO0834
 FO0834  STATE/COUNTY-  NM/BERNALILLO
 FO0834  USGS QUAD   -  LA MESITA NEGRA (1990)
 FO0834
 FO0834                         *CURRENT SURVEY CONTROL
 FO0834  ___________________________________________________________________
 FO0834* NAD 83(1986)-  35 01 39.     (N)    106 57 56.     (W)     SCALED    
 FO0834* NAVD 88     -      1636.663  (meters)    5369.62   (feet)  ADJUSTED  
 FO0834  ___________________________________________________________________
 FO0834  GEOID HEIGHT-         -21.45  (meters)                     GEOID03
 FO0834  DYNAMIC HT  -        1634.423 (meters)    5362.27  (feet)  COMP
 FO0834  MODELED GRAV-     979,208.6   (mgal)                       NAVD 88
 FO0834
 FO0834  VERT ORDER  -  FIRST     CLASS II
 FO0834
 FO0834.The horizontal coordinates were scaled from a topographic map and have
 FO0834.an estimated accuracy of +/- 6 seconds.
 FO0834
 FO0834.The orthometric height was determined by differential leveling
 FO0834.and adjusted by the National Geodetic Survey in April 1995..
 FO0834
 FO0834.The geoid height was determined by GEOID03.
 FO0834
 FO0834.The dynamic height is computed by dividing the NAVD 88
 FO0834.geopotential number by the normal gravity value computed on the
 FO0834.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0834.degrees latitude (g = 980.6199 gals.).
 FO0834
 FO0834.The modeled gravity was interpolated from observed gravity values.
 FO0834
 FO0834;                    North         East    Units  Estimated Accuracy
 FO0834;SPC NM C     -   446,860.      434,710.      MT  (+/- 180 meters Scaled)
 FO0834
 FO0834                          SUPERSEDED SURVEY CONTROL
 FO0834
 FO0834  NAVD 88 (06/15/91) 1636.617  (m)         5369.47   (f) UNKNOWN     1 2
 FO0834  NGVD 29 (??/??/92) 1635.801  (m)         5366.79   (f) ADJ UNCH    1 2
 FO0834
 FO0834.Superseded values are not recommended for survey control.
 FO0834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0834.See file dsdata.txt to determine how the superseded data were derived.
 FO0834
 FO0834_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU206778(NAD 83)
 FO0834_MARKER: I = METAL ROD
 FO0834_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FO0834_SP_SET: STAINLESS STEEL ROD
 FO0834_STAMPING: A 425 1982
 FO0834_MARK LOGO: NGS   
 FO0834_PROJECTION: FLUSH
 FO0834_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FO0834_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FO0834+SATELLITE: SATELLITE OBSERVATIONS - December 09, 2004
 FO0834_ROD/PIPE-DEPTH: 3.7  meters
 FO0834
 FO0834  HISTORY     - Date     Condition        Report By
 FO0834  HISTORY     - 1982     MONUMENTED       NGS
 FO0834  HISTORY     - 19911011 GOOD             NGS
 FO0834  HISTORY     - 20041209 GOOD             NMHD
 FO0834
 FO0834                          STATION DESCRIPTION
 FO0834
 FO0834'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FO0834'25.7 KM (15.95 MI) SW FROM ALBUQUERQUE.
 FO0834'THE MARK IS 1.0 M BELOW THE HIGHWAY.
 FO0834'25.7 KM (15.95 MI) SOUTHWESTERLY ALONG INTERSTATE HIGHWAY 40 FROM ITS
 FO0834'JUNCTION WITH STATE HIGHWAY 448 AT THE NORTHWEST EDGE OF ALBUQUERQUE,
 FO0834'0.2 KM (0.1 MI) EAST OF MILEPOST 139, 16.7 METERS (54.8 FT)
 FO0834'SOUTH-SOUTHEAST OF THE CENTERLINE OF THE EAST BOUND LANES OF THE
 FO0834'HIGHWAY, 16.0 METERS (52.5 FT) NORTH-NORTHWEST OF UTILITY POLE NUMBER
 FO0834'XBL 219B19, 6.0 METERS (19.7 FT) WEST-SOUTHWEST OF THE EXTENDED CENTER
 FO0834'OF A TRACK ROAD LEADING SOUTH AND 5.8 METERS (19.0 FT) NORTH-NORTHWEST
 FO0834'OF THE CENTER OF A GRAVELED ROAD.  NOTE=ACCESS TO THE DATUM POINT IS
 FO0834'THROUGH A 5-INCH LOGO CAP.
 FO0834'THE MARK IS 0.3 METERS  NNW FROM  A FENCE AND WITNESS POST
 FO0834
 FO0834                          STATION RECOVERY (1991)
 FO0834
 FO0834'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 FO0834'25.7 KM (15.95 MI) WESTERLY ALONG INTERSTATE HIGHWAY 40 FROM THE
 FO0834'JUNCTION OF STATE HIGHWAY 448 IN ALBUQUERQUE, 16.7 M (54.8 FT)
 FO0834'SOUTH-SOUTHEAST OF THE CENTERLINE OF THE EASTBOUND LANES OF THE
 FO0834'HIGHWAY, 6.0 M (19.7 FT) NORTH-NORTHWEST OF UTILITY POLE NUMBER XBL
 FO0834'219B19, 6.0 M (19.7 FT) WEST-SOUTHWEST OF THE EXTENDED CENTER OF A
 FO0834'TRACK ROAD LEADING SOUTH, 5.8 M (19.0 FT) NORTH-NORTHWEST OF THE
 FO0834'CENTER OF A GRAVELED ROAD, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE
 FO0834'HIGHWAY, AND 0.3 M (1.0 FT) NORTH-NORTHWEST OF A WITNESS POST AND
 FO0834'FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 FO0834
 FO0834                          STATION RECOVERY (2004)
 FO0834
 FO0834'RECOVERY NOTE BY NM HIGHWAY DEPT 2004 (WAB)
 FO0834' 
 FO0834'DESCRIPTION IS ADEQUATE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0846 ***********************************************************************
 FO0846  DESIGNATION -  A 426
 FO0846  PID         -  FO0846
 FO0846  STATE/COUNTY-  NM/CIBOLA
 FO0846  USGS QUAD   -  MESITA (1971)
 FO0846
 FO0846                         *CURRENT SURVEY CONTROL
 FO0846  ___________________________________________________________________
 FO0846* NAD 83(1986)-  35 02 17.     (N)    107 22 05.     (W)     SCALED    
 FO0846* NAVD 88     -      1791.879  (meters)    5878.86   (feet)  ADJUSTED  
 FO0846  ___________________________________________________________________
 FO0846  GEOID HEIGHT-         -20.93  (meters)                     GEOID03
 FO0846  DYNAMIC HT  -        1789.398 (meters)    5870.72  (feet)  COMP
 FO0846  MODELED GRAV-     979,186.3   (mgal)                       NAVD 88
 FO0846
 FO0846  VERT ORDER  -  FIRST     CLASS II
 FO0846
 FO0846.The horizontal coordinates were scaled from a topographic map and have
 FO0846.an estimated accuracy of +/- 6 seconds.
 FO0846
 FO0846.The orthometric height was determined by differential leveling
 FO0846.and adjusted by the National Geodetic Survey in June 1991..
 FO0846
 FO0846.The geoid height was determined by GEOID03.
 FO0846
 FO0846.The dynamic height is computed by dividing the NAVD 88
 FO0846.geopotential number by the normal gravity value computed on the
 FO0846.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0846.degrees latitude (g = 980.6199 gals.).
 FO0846
 FO0846.The modeled gravity was interpolated from observed gravity values.
 FO0846
 FO0846;                    North         East    Units  Estimated Accuracy
 FO0846;SPC NM W     -   447,900.      872,450.      MT  (+/- 180 meters Scaled)
 FO0846
 FO0846                          SUPERSEDED SURVEY CONTROL
 FO0846
 FO0846.No superseded survey control is available for this station.
 FO0846
 FO0846_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBU839798(NAD 83)
 FO0846_MARKER: DB = BENCH MARK DISK
 FO0846_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 FO0846_SP_SET: PIER
 FO0846_STAMPING: A 426 1982
 FO0846_MARK LOGO: NGS   
 FO0846_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FO0846+STABILITY: POSITION/ELEVATION WELL
 FO0846
 FO0846  HISTORY     - Date     Condition        Report By
 FO0846  HISTORY     - 1982     MONUMENTED       NGS
 FO0846
 FO0846                          STATION DESCRIPTION
 FO0846
 FO0846'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FO0846'49.6 KM (30.8 MI) SE FROM GRANTS.
 FO0846'8.0 KM (4.95 MI) SOUTHEASTERLY ALONG THE SANTA FE RAILROAD FROM THE
 FO0846'RAILROAD STATION IN GRANTS, THENCE 11.6 KM (7.2 MI) SOUTHEASTERLY
 FO0846'ALONG A PAVED ROAD, THENCE 27.5 KM (17.1 MI) EASTERLY ALONG THE SANTA
 FO0846'FE RAILROAD, THENCE 2.5 KM (1.55 MI) SOUTHEASTERLY ALONG A PAVED ROAD,
 FO0846'SET VERTICALLY IN THE SOUTHWEST FACE OF THE MOST SOUTHWESTERLY 1 OF 2
 FO0846'PIERS OF AN OVERPASS OF INTERSTATE HIGHWAY 40, 7.4 METERS (24.3 FT)
 FO0846'NORTHWEST OF THE CENTERLINE OF THE SOUTHWEST BOUND LANES OF THE
 FO0846'HIGHWAY AND 3.7 METERS (12.1 FT) SOUTHWEST OF THE CENTER OF THE ROAD.
 FO0846'THE MARK IS 1.2 M ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0556 ***********************************************************************
 EO0556  DESIGNATION -  A 427
 EO0556  PID         -  EO0556
 EO0556  STATE/COUNTY-  NM/CURRY
 EO0556  USGS QUAD   -  CLOVIS (1985)
 EO0556
 EO0556                         *CURRENT SURVEY CONTROL
 EO0556  ___________________________________________________________________
 EO0556* NAD 83(1986)-  34 23 52.     (N)    103 13 14.     (W)     SCALED    
 EO0556* NAVD 88     -      1302.531  (meters)    4273.39   (feet)  ADJUSTED  
 EO0556  ___________________________________________________________________
 EO0556  GEOID HEIGHT-         -23.57  (meters)                     GEOID03
 EO0556  DYNAMIC HT  -        1300.821 (meters)    4267.78  (feet)  COMP
 EO0556  MODELED GRAV-     979,277.4   (mgal)                       NAVD 88
 EO0556
 EO0556  VERT ORDER  -  FIRST     CLASS II
 EO0556
 EO0556.The horizontal coordinates were scaled from a topographic map and have
 EO0556.an estimated accuracy of +/- 6 seconds.
 EO0556
 EO0556.The orthometric height was determined by differential leveling
 EO0556.and adjusted by the National Geodetic Survey in June 1991..
 EO0556
 EO0556.The geoid height was determined by GEOID03.
 EO0556
 EO0556.The dynamic height is computed by dividing the NAVD 88
 EO0556.geopotential number by the normal gravity value computed on the
 EO0556.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0556.degrees latitude (g = 980.6199 gals.).
 EO0556
 EO0556.The modeled gravity was interpolated from observed gravity values.
 EO0556
 EO0556;                    North         East    Units  Estimated Accuracy
 EO0556;SPC NM E     -   377,340.      267,320.      MT  (+/- 180 meters Scaled)
 EO0556
 EO0556                          SUPERSEDED SURVEY CONTROL
 EO0556
 EO0556.No superseded survey control is available for this station.
 EO0556
 EO0556_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFU635076(NAD 83)
 EO0556_MARKER: DB = BENCH MARK DISK
 EO0556_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 EO0556_SP_SET: PIER
 EO0556_STAMPING: A 427 1982
 EO0556_MARK LOGO: NGS   
 EO0556_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EO0556+STABILITY: POSITION/ELEVATION WELL
 EO0556
 EO0556  HISTORY     - Date     Condition        Report By
 EO0556  HISTORY     - 1982     MONUMENTED       NGS
 EO0556
 EO0556                          STATION DESCRIPTION
 EO0556
 EO0556'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 EO0556'1.2 KM (0.75 MI) WEST FROM CLOVIS.
 EO0556'1.2 KM (0.75 MI) WESTERLY ALONG THE SANTA FE RAILROAD FROM THE
 EO0556'RAILROAD STATION IN CLOVIS, SET VERTICALLY IN THE SOUTH FACE OF THE
 EO0556'MOST EASTERLY 1 OF 4 PIERS OF THE HULL STREET OVERPASS OF THE
 EO0556'RAILROAD, 29.4 METERS (96.5 FT) NORTH OF THE NEAR RAIL AND 11.4 METERS
 EO0556'(37.4 FT) EAST OF THE CENTER OF HULL STREET.
 EO0556'THE MARK IS 1.4 M ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0491 ***********************************************************************
 EP0491  DESIGNATION -  A 428
 EP0491  PID         -  EP0491
 EP0491  STATE/COUNTY-  NM/DE BACA
 EP0491  USGS QUAD   -  YESO (1966)
 EP0491
 EP0491                         *CURRENT SURVEY CONTROL
 EP0491  ___________________________________________________________________
 EP0491* NAD 83(1986)-  34 27 26.     (N)    104 31 56.     (W)     SCALED    
 EP0491* NAVD 88     -      1416.649  (meters)    4647.79   (feet)  ADJUSTED  
 EP0491  ___________________________________________________________________
 EP0491  GEOID HEIGHT-         -23.24  (meters)                     GEOID03
 EP0491  DYNAMIC HT  -        1414.719 (meters)    4641.46  (feet)  COMP
 EP0491  MODELED GRAV-     979,223.6   (mgal)                       NAVD 88
 EP0491
 EP0491  VERT ORDER  -  FIRST     CLASS II
 EP0491
 EP0491.The horizontal coordinates were scaled from a topographic map and have
 EP0491.an estimated accuracy of +/- 6 seconds.
 EP0491
 EP0491.The orthometric height was determined by differential leveling
 EP0491.and adjusted by the National Geodetic Survey in June 1991..
 EP0491
 EP0491.The geoid height was determined by GEOID03.
 EP0491
 EP0491.The dynamic height is computed by dividing the NAVD 88
 EP0491.geopotential number by the normal gravity value computed on the
 EP0491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EP0491.degrees latitude (g = 980.6199 gals.).
 EP0491
 EP0491.The modeled gravity was interpolated from observed gravity values.
 EP0491
 EP0491;                    North         East    Units  Estimated Accuracy
 EP0491;SPC NM E     -   383,390.      146,730.      MT  (+/- 180 meters Scaled)
 EP0491
 EP0491                          SUPERSEDED SURVEY CONTROL
 EP0491
 EP0491.No superseded survey control is available for this station.
 EP0491
 EP0491_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEU429129(NAD 83)
 EP0491_MARKER: I = METAL ROD
 EP0491_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EP0491_SP_SET: STAINLESS STEEL ROD
 EP0491_STAMPING: A 428 1982
 EP0491_MARK LOGO: NGS   
 EP0491_PROJECTION: FLUSH
 EP0491_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EP0491_ROD/PIPE-DEPTH: 4.6  meters
 EP0491
 EP0491  HISTORY     - Date     Condition        Report By
 EP0491  HISTORY     - 1982     MONUMENTED       NGS
 EP0491
 EP0491                          STATION DESCRIPTION
 EP0491
 EP0491'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 EP0491'26.9 KM (16.7 MI) WEST FROM FORT SUMNER.
 EP0491'26.9 KM (16.7 MI) WESTERLY ALONG U.S. HIGHWAY 60 FROM ITS JUNCTION
 EP0491'WITH U.S. HIGHWAY 84 IN FORT SUMNER, 1.5 KM (0.95 MI) SOUTHWEST OF
 EP0491'MILEPOST 311, 25.0 METERS (82.0 FT) NORTHWEST OF THE CENTERLINE OF THE
 EP0491'HIGHWAY AND 5.8 METERS (19.0 FT) NORTHEAST OF THE CENTER OF A FIELD
 EP0491'ENTRANCE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 EP0491'CAP.
 EP0491'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST AND FENCE
 EP0491'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0516 ***********************************************************************
 EP0516  DESIGNATION -  A 429
 EP0516  PID         -  EP0516
 EP0516  STATE/COUNTY-  NM/GUADALUPE
 EP0516  USGS QUAD   -  LONG DRAW (1978)
 EP0516
 EP0516                         *CURRENT SURVEY CONTROL
 EP0516  ___________________________________________________________________
 EP0516* NAD 83(1986)-  34 34 39.     (N)    105 05 58.     (W)     SCALED    
 EP0516* NAVD 88     -      1706.876  (meters)    5599.98   (feet)  ADJUSTED  
 EP0516  ___________________________________________________________________
 EP0516  GEOID HEIGHT-         -21.24  (meters)                     GEOID03
 EP0516  DYNAMIC HT  -        1704.495 (meters)    5592.16  (feet)  COMP
 EP0516  MODELED GRAV-     979,180.0   (mgal)                       NAVD 88
 EP0516
 EP0516  VERT ORDER  -  FIRST     CLASS II
 EP0516
 EP0516.The horizontal coordinates were scaled from a topographic map and have
 EP0516.an estimated accuracy of +/- 6 seconds.
 EP0516
 EP0516.The orthometric height was determined by differential leveling
 EP0516.and adjusted by the National Geodetic Survey in June 1991..
 EP0516
 EP0516.The geoid height was determined by GEOID03.
 EP0516
 EP0516.The dynamic height is computed by dividing the NAVD 88
 EP0516.geopotential number by the normal gravity value computed on the
 EP0516.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EP0516.degrees latitude (g = 980.6199 gals.).
 EP0516
 EP0516.The modeled gravity was interpolated from observed gravity values.
 EP0516
 EP0516;                    North         East    Units  Estimated Accuracy
 EP0516;SPC NM E     -   396,980.       94,710.      MT  (+/- 180 meters Scaled)
 EP0516
 EP0516                          SUPERSEDED SURVEY CONTROL
 EP0516
 EP0516.No superseded survey control is available for this station.
 EP0516
 EP0516_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDU908261(NAD 83)
 EP0516_MARKER: I = METAL ROD
 EP0516_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 EP0516+WITH SETTING: INFORMATION.
 EP0516_SP_SET: SHALLOW SET METAL ROD
 EP0516_STAMPING: A 429 1982
 EP0516_MARK LOGO: NGS   
 EP0516_PROJECTION: FLUSH
 EP0516_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EP0516_ROD/PIPE-DEPTH: 1.2  meters
 EP0516
 EP0516  HISTORY     - Date     Condition        Report By
 EP0516  HISTORY     - 1982     MONUMENTED       NGS
 EP0516
 EP0516                          STATION DESCRIPTION
 EP0516
 EP0516'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 EP0516'9.5 KM (5.9 MI) EAST FROM VAUGHN.
 EP0516'9.5 KM (5.9 MI) EASTERLY ALONG U.S. HIGHWAY 60 FROM THE SANTA FE
 EP0516'RAILROAD STATION IN VAUGHN, 0.5 KM (0.3 MI) SOUTHEAST OF MILEPOST 276,
 EP0516'0.2 KM (0.1 MI) NORTHWEST OF A SMALL BOX CULVERT AND 22.6 METERS (74.1
 EP0516'FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY.  NOTE=REFUSAL WAS
 EP0516'REACHED AT 4.0 FT.  ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 EP0516'CAP.
 EP0516'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST AND FENCE
 EP0516'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0370 ***********************************************************************
 FP0370  DESIGNATION -  A 430
 FP0370  PID         -  FP0370
 FP0370  STATE/COUNTY-  NM/MCKINLEY
 FP0370  USGS QUAD   -  TWIN BUTTES (1979)
 FP0370
 FP0370                         *CURRENT SURVEY CONTROL
 FP0370  ___________________________________________________________________
 FP0370* NAD 83(1986)-  35 29 49.     (N)    108 51 36.     (W)     SCALED    
 FP0370* NAVD 88     -      1954.147  (meters)    6411.23   (feet)  ADJUSTED  
 FP0370  ___________________________________________________________________
 FP0370  GEOID HEIGHT-         -21.40  (meters)                     GEOID03
 FP0370  DYNAMIC HT  -        1951.395 (meters)    6402.20  (feet)  COMP
 FP0370  MODELED GRAV-     979,156.3   (mgal)                       NAVD 88
 FP0370
 FP0370  VERT ORDER  -  FIRST     CLASS II
 FP0370
 FP0370.The horizontal coordinates were scaled from a topographic map and have
 FP0370.an estimated accuracy of +/- 6 seconds.
 FP0370
 FP0370.The orthometric height was determined by differential leveling
 FP0370.and adjusted by the National Geodetic Survey in June 1991..
 FP0370
 FP0370.The geoid height was determined by GEOID03.
 FP0370
 FP0370.The dynamic height is computed by dividing the NAVD 88
 FP0370.geopotential number by the normal gravity value computed on the
 FP0370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0370.degrees latitude (g = 980.6199 gals.).
 FP0370
 FP0370.The modeled gravity was interpolated from observed gravity values.
 FP0370
 FP0370;                    North         East    Units  Estimated Accuracy
 FP0370;SPC NM W     -   499,200.      736,850.      MT  (+/- 180 meters Scaled)
 FP0370
 FP0370                          SUPERSEDED SURVEY CONTROL
 FP0370
 FP0370.No superseded survey control is available for this station.
 FP0370
 FP0370_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXE941302(NAD 83)
 FP0370_MARKER: DB = BENCH MARK DISK
 FP0370_SETTING: 66 = SET IN ROCK OUTCROP
 FP0370_SP_SET: ROCK OUTCROP
 FP0370_STAMPING: A 430 1983
 FP0370_MARK LOGO: NGS   
 FP0370_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FP0370+STABILITY: POSITION/ELEVATION WELL
 FP0370
 FP0370  HISTORY     - Date     Condition        Report By
 FP0370  HISTORY     - 1983     MONUMENTED       NGS
 FP0370
 FP0370                          STATION DESCRIPTION
 FP0370
 FP0370'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FP0370'10.1 KM (6.25 MI) SW FROM GALLUP.
 FP0370'10.1 KM (6.25 MI) SOUTHWESTERLY ALONG INTERSTATE HIGHWAY 40 FROM ITS
 FP0370'JUNCTION WITH U. S. HIGHWAY 666 IN GALLUP, 0.9 KM (0.55 MI) SOUTHWEST
 FP0370'OF MILEPOST 15, IN THE SOUTH END OF A 30 BY 30 FT EXPOSED AREA OF
 FP0370'OUTCROPPING BEDROCK, 33.6 METERS (110.2 FT) NORTH OF THE CENTERLINE OF
 FP0370'THE WEST BOUND LANES OF THE HIGHWAY AND 0.3 METER (1.0 FT) SOUTH OF A
 FP0370'FENCE.
 FP0370'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 FP0370'THE MARK IS 0.9 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0387 ***********************************************************************
 GN0387  DESIGNATION -  A 431
 GN0387  PID         -  GN0387
 GN0387  STATE/COUNTY-  NM/SAN JUAN
 GN0387  USGS QUAD   -  AZTEC (1985)
 GN0387
 GN0387                         *CURRENT SURVEY CONTROL
 GN0387  ___________________________________________________________________
 GN0387* NAD 83(1986)-  36 51 20.     (N)    107 57 54.     (W)     SCALED    
 GN0387* NAVD 88     -      1740.590  (meters)    5710.59   (feet)  ADJUSTED  
 GN0387  ___________________________________________________________________
 GN0387  GEOID HEIGHT-         -20.73  (meters)                     GEOID03
 GN0387  DYNAMIC HT  -        1738.398 (meters)    5703.39  (feet)  COMP
 GN0387  MODELED GRAV-     979,311.2   (mgal)                       NAVD 88
 GN0387
 GN0387  VERT ORDER  -  FIRST     CLASS II
 GN0387
 GN0387.The horizontal coordinates were scaled from a topographic map and have
 GN0387.an estimated accuracy of +/- 6 seconds.
 GN0387
 GN0387.The orthometric height was determined by differential leveling
 GN0387.and adjusted by the National Geodetic Survey in June 1991..
 GN0387
 GN0387.The geoid height was determined by GEOID03.
 GN0387
 GN0387.The dynamic height is computed by dividing the NAVD 88
 GN0387.geopotential number by the normal gravity value computed on the
 GN0387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GN0387.degrees latitude (g = 980.6199 gals.).
 GN0387
 GN0387.The modeled gravity was interpolated from observed gravity values.
 GN0387
 GN0387;                    North         East    Units  Estimated Accuracy
 GN0387;SPC NM W     -   649,460.      818,260.      MT  (+/- 180 meters Scaled)
 GN0387
 GN0387                          SUPERSEDED SURVEY CONTROL
 GN0387
 GN0387.No superseded survey control is available for this station.
 GN0387
 GN0387_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBA356829(NAD 83)
 GN0387_MARKER: I = METAL ROD
 GN0387_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GN0387_SP_SET: STAINLESS STEEL ROD
 GN0387_STAMPING: A 431 1983
 GN0387_MARK LOGO: NGS   
 GN0387_PROJECTION: FLUSH
 GN0387_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GN0387_ROD/PIPE-DEPTH: 11.9 meters
 GN0387
 GN0387  HISTORY     - Date     Condition        Report By
 GN0387  HISTORY     - 1983     MONUMENTED       NGS
 GN0387
 GN0387                          STATION DESCRIPTION
 GN0387
 GN0387'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GN0387'28.5 KM (17.7 MI) NE FROM FARMINGTON.
 GN0387'28.5 KM (17.7 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 550 FROM ITS
 GN0387'JUNCTION WITH STATE HIGHWAY 371 (LAKE STREET) IN FARMINGTON, 1.2 KM
 GN0387'(0.75 MI) NORTHEAST OF THE INTERSECTION OF COUNTY ROAD A 130,
 GN0387'27.0 METERS (88.6 FT) SOUTHWEST OF THE CENTER OF THE SOUTHWEST
 GN0387'ENTRANCE TO THE HOGAN GROCERY AND CONOCO GAS STATION, 18.5 METERS
 GN0387'(60.7 FT) SOUTHWEST OF A FENCE CORNER, 18.1 METERS (59.4 FT) NORTHWEST
 GN0387'OF THE CENTERLINE OF THE HIGHWAY, AND 1.0 METERS (3.3 FT) SOUTHWEST OF
 GN0387'UTILITY POLE NUMBER 2.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A
 GN0387'5-INCH LOGO CAP.
 GN0387'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST AND FENCE
 GN0387'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GO0215 ***********************************************************************
 GO0215  DESIGNATION -  A 432
 GO0215  PID         -  GO0215
 GO0215  STATE/COUNTY-  NM/SAN JUAN
 GO0215  USGS QUAD   -  KIRTLAND (1979)
 GO0215
 GO0215                         *CURRENT SURVEY CONTROL
 GO0215  ___________________________________________________________________
 GO0215* NAD 83(1986)-  36 44 20.     (N)    108 17 06.     (W)     SCALED    
 GO0215* NAVD 88     -      1653.073  (meters)    5423.46   (feet)  ADJUSTED  
 GO0215  ___________________________________________________________________
 GO0215  GEOID HEIGHT-         -21.15  (meters)                     GEOID03
 GO0215  DYNAMIC HT  -        1651.048 (meters)    5416.81  (feet)  COMP
 GO0215  MODELED GRAV-     979,348.7   (mgal)                       NAVD 88
 GO0215
 GO0215  VERT ORDER  -  FIRST     CLASS II
 GO0215
 GO0215.The horizontal coordinates were scaled from a topographic map and have
 GO0215.an estimated accuracy of +/- 6 seconds.
 GO0215
 GO0215.The orthometric height was determined by differential leveling
 GO0215.and adjusted by the National Geodetic Survey in June 1991..
 GO0215
 GO0215.The geoid height was determined by GEOID03.
 GO0215
 GO0215.The dynamic height is computed by dividing the NAVD 88
 GO0215.geopotential number by the normal gravity value computed on the
 GO0215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GO0215.degrees latitude (g = 980.6199 gals.).
 GO0215
 GO0215.The modeled gravity was interpolated from observed gravity values.
 GO0215
 GO0215;                    North         East    Units  Estimated Accuracy
 GO0215;SPC NM W     -   636,600.      789,660.      MT  (+/- 180 meters Scaled)
 GO0215
 GO0215                          SUPERSEDED SURVEY CONTROL
 GO0215
 GO0215.No superseded survey control is available for this station.
 GO0215
 GO0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYF424693(NAD 83)
 GO0215_MARKER: DB = BENCH MARK DISK
 GO0215_SETTING: 66 = SET IN ROCK OUTCROP
 GO0215_SP_SET: ROCK OUTCROP
 GO0215_STAMPING: A 432 1983
 GO0215_MARK LOGO: NGS   
 GO0215_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GO0215+STABILITY: POSITION/ELEVATION WELL
 GO0215
 GO0215  HISTORY     - Date     Condition        Report By
 GO0215  HISTORY     - 1983     MONUMENTED       NGS
 GO0215
 GO0215                          STATION DESCRIPTION
 GO0215
 GO0215'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GO0215'6.3 KM (3.9 MI) WEST FROM FARMINGTON.
 GO0215'6.3 KM (3.9 MI) WESTERLY ALONG U.S. HIGHWAY 550 FROM ITS JUNCTION WITH
 GO0215'STATE HIGHWAY 371 (LAKE STREET) IN FARMINGTON, IN THE CENTER OF THE
 GO0215'NORTHERN 1/4 OF A 33- BY 107-FOOT EXPOSED AREA OF OUTCROPPING BEDROCK,
 GO0215'63.6 METERS (208.7 FT) SOUTH OF THE CENTERLINE OF THE EAST BOUND LANES
 GO0215'OF THE HIGHWAY, 27.6 METERS (90.6 FT) SOUTH OF A FENCE, 6.0 METERS
 GO0215'(19.7 FT) EAST OF THE WEST EDGE OF THE OUTCROP, 3.6 METERS (11.8 FT)
 GO0215'WEST OF THE EAST EDGE OF THE OUTCROP, AND 1.1 METERS (3.6 FT) SOUTH OF
 GO0215'THE NORTH EDGE OF THE OUTCROP.
 GO0215'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 GO0215'THE MARK IS 0.9 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GO0188 ***********************************************************************
 GO0188  DESIGNATION -  A 434
 GO0188  PID         -  GO0188
 GO0188  STATE/COUNTY-  NM/SAN JUAN
 GO0188  USGS QUAD   -  SULPHUR SPRING (1979)
 GO0188
 GO0188                         *CURRENT SURVEY CONTROL
 GO0188  ___________________________________________________________________
 GO0188* NAD 83(1986)-  36 40 02.     (N)    108 42 26.     (W)     SCALED    
 GO0188* NAVD 88     -      1592.666  (meters)    5225.27   (feet)  ADJUSTED  
 GO0188  ___________________________________________________________________
 GO0188  GEOID HEIGHT-         -21.13  (meters)                     GEOID03
 GO0188  DYNAMIC HT  -        1590.717 (meters)    5218.88  (feet)  COMP
 GO0188  MODELED GRAV-     979,352.2   (mgal)                       NAVD 88
 GO0188
 GO0188  VERT ORDER  -  FIRST     CLASS II
 GO0188
 GO0188.The horizontal coordinates were scaled from a topographic map and have
 GO0188.an estimated accuracy of +/- 6 seconds.
 GO0188
 GO0188.The orthometric height was determined by differential leveling
 GO0188.and adjusted by the National Geodetic Survey in June 1991..
 GO0188
 GO0188.The geoid height was determined by GEOID03.
 GO0188
 GO0188.The dynamic height is computed by dividing the NAVD 88
 GO0188.geopotential number by the normal gravity value computed on the
 GO0188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GO0188.degrees latitude (g = 980.6199 gals.).
 GO0188
 GO0188.The modeled gravity was interpolated from observed gravity values.
 GO0188
 GO0188;                    North         East    Units  Estimated Accuracy
 GO0188;SPC NM W     -   628,910.      751,880.      MT  (+/- 180 meters Scaled)
 GO0188
 GO0188                          SUPERSEDED SURVEY CONTROL
 GO0188
 GO0188.No superseded survey control is available for this station.
 GO0188
 GO0188_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYF049604(NAD 83)
 GO0188_MARKER: I = METAL ROD
 GO0188_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 GO0188+WITH SETTING: INFORMATION.
 GO0188_SP_SET: SHALLOW SET METAL ROD
 GO0188_STAMPING: A 434 1984
 GO0188_MARK LOGO: NGS   
 GO0188_PROJECTION: FLUSH
 GO0188_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GO0188_ROD/PIPE-DEPTH: 2.5  meters
 GO0188
 GO0188  HISTORY     - Date     Condition        Report By
 GO0188  HISTORY     - 1984     MONUMENTED       NGS
 GO0188
 GO0188                          STATION DESCRIPTION
 GO0188
 GO0188'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 GO0188'12.3 KM (7.65 MI) SOUTH FROM SHIPROCK.
 GO0188'12.3 KM (7.65 MI) SOUTHERLY ALONG U.S. HIGHWAY 666 FROM ITS JUNCTION
 GO0188'WITH STATE HIGHWAY 504 IN SHIPROCK, 2.3 KM (1.45 MI) SOUTH OF THE
 GO0188'INTERSECTION OF RED ROCK HIGHWAY, 60.4 METERS (198.0 FT) WEST OF THE
 GO0188'CENTERLINE OF THE HIGHWAY, 44.8 METERS (147.0 FT) NORTH OF THE WEST
 GO0188'END OF THE MOST SOUTHERLY 1 OF 3 3.0 FT METAL DRAINAGE PIPES,
 GO0188'22.5 METERS (73.8 FT) EAST-SOUTHEAST OF UTILITY POLE NUMBER 165, AND
 GO0188'14.9 METERS (48.9 FT) NORTH OF THE CENTER OF A CATTLE GUARD AND DIRT
 GO0188'ROAD LEADING WEST.  NOTE=REFUSAL WAS REACHED AT 8.0 FEET.  ACCESS TO
 GO0188'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 GO0188'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST AND FENCE
 GO0188'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0423 ***********************************************************************
 FP0423  DESIGNATION -  A 435
 FP0423  PID         -  FP0423
 FP0423  STATE/COUNTY-  NM/MCKINLEY
 FP0423  USGS QUAD   -  TWIN LAKES (1979)
 FP0423
 FP0423                         *CURRENT SURVEY CONTROL
 FP0423  ___________________________________________________________________
 FP0423* NAD 83(1986)-  35 38 29.     (N)    108 46 32.     (W)     SCALED    
 FP0423* NAVD 88     -      2024.359  (meters)    6641.58   (feet)  ADJUSTED  
 FP0423  ___________________________________________________________________
 FP0423  GEOID HEIGHT-         -21.02  (meters)                     GEOID03
 FP0423  DYNAMIC HT  -        2021.541 (meters)    6632.34  (feet)  COMP
 FP0423  MODELED GRAV-     979,169.1   (mgal)                       NAVD 88
 FP0423
 FP0423  VERT ORDER  -  FIRST     CLASS II
 FP0423
 FP0423.The horizontal coordinates were scaled from a topographic map and have
 FP0423.an estimated accuracy of +/- 6 seconds.
 FP0423
 FP0423.The orthometric height was determined by differential leveling
 FP0423.and adjusted by the National Geodetic Survey in June 1991..
 FP0423
 FP0423.The geoid height was determined by GEOID03.
 FP0423
 FP0423.The dynamic height is computed by dividing the NAVD 88
 FP0423.geopotential number by the normal gravity value computed on the
 FP0423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0423.degrees latitude (g = 980.6199 gals.).
 FP0423
 FP0423.The modeled gravity was interpolated from observed gravity values.
 FP0423
 FP0423;                    North         East    Units  Estimated Accuracy
 FP0423;SPC NM W     -   515,140.      744,670.      MT  (+/- 180 meters Scaled)
 FP0423
 FP0423                          SUPERSEDED SURVEY CONTROL
 FP0423
 FP0423.No superseded survey control is available for this station.
 FP0423
 FP0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYE014464(NAD 83)
 FP0423_MARKER: I = METAL ROD
 FP0423_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FP0423_SP_SET: STAINLESS STEEL ROD
 FP0423_STAMPING: A 435 1984
 FP0423_MARK LOGO: NGS   
 FP0423_PROJECTION: FLUSH
 FP0423_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FP0423_ROD/PIPE-DEPTH: 12.2 meters
 FP0423
 FP0423  HISTORY     - Date     Condition        Report By
 FP0423  HISTORY     - 1984     MONUMENTED       NGS
 FP0423
 FP0423                          STATION DESCRIPTION
 FP0423
 FP0423'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FP0423'13.4 KM (8.3 MI) NORTH FROM GALLUP.
 FP0423'13.4 KM (8.3 MI) NORTHERLY ALONG U.S. HIGHWAY 666 FROM ITS JUNCTION
 FP0423'WITH INTERSTATE HIGHWAY 40 IN GALLUP, 30.2 METERS (99.1 FT) WEST OF
 FP0423'THE CENTERLINE OF THE HIGHWAY, 16.4 METERS (53.8 FT) SOUTH OF UTILITY
 FP0423'POLE NUMBER RL7K-1 AT A UTILITY LINE CROSSING THE HIGHWAY, AND
 FP0423'14.2 METERS (46.6 FT) SOUTH OF THE CENTER OF A GATE AND FIELD
 FP0423'ENTRANCE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 FP0423'CAP.
 FP0423'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST AND FENCE
 FP0423'THE MARK IS 0.9 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GO0152 ***********************************************************************
 GO0152  DESIGNATION -  A 436
 GO0152  PID         -  GO0152
 GO0152  STATE/COUNTY-  NM/SAN JUAN
 GO0152  USGS QUAD   -  NASCHITTI (1966)
 GO0152
 GO0152                         *CURRENT SURVEY CONTROL
 GO0152  ___________________________________________________________________
 GO0152* NAD 83(1986)-  36 02 01.     (N)    108 40 11.     (W)     SCALED    
 GO0152* NAVD 88     -      1792.519  (meters)    5880.96   (feet)  ADJUSTED  
 GO0152  ___________________________________________________________________
 GO0152  GEOID HEIGHT-         -20.78  (meters)                     GEOID03
 GO0152  DYNAMIC HT  -        1790.156 (meters)    5873.20  (feet)  COMP
 GO0152  MODELED GRAV-     979,251.4   (mgal)                       NAVD 88
 GO0152
 GO0152  VERT ORDER  -  FIRST     CLASS II
 GO0152
 GO0152.The horizontal coordinates were scaled from a topographic map and have
 GO0152.an estimated accuracy of +/- 6 seconds.
 GO0152
 GO0152.The orthometric height was determined by differential leveling
 GO0152.and adjusted by the National Geodetic Survey in June 1991..
 GO0152
 GO0152.The geoid height was determined by GEOID03.
 GO0152
 GO0152.The dynamic height is computed by dividing the NAVD 88
 GO0152.geopotential number by the normal gravity value computed on the
 GO0152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GO0152.degrees latitude (g = 980.6199 gals.).
 GO0152
 GO0152.The modeled gravity was interpolated from observed gravity values.
 GO0152
 GO0152;                    North         East    Units  Estimated Accuracy
 GO0152;SPC NM W     -   558,580.      754,630.      MT  (+/- 180 meters Scaled)
 GO0152
 GO0152                          SUPERSEDED SURVEY CONTROL
 GO0152
 GO0152.No superseded survey control is available for this station.
 GO0152
 GO0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYE099901(NAD 83)
 GO0152_MARKER: I = METAL ROD
 GO0152_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GO0152_SP_SET: STAINLESS STEEL ROD
 GO0152_STAMPING: A 436 1984
 GO0152_MARK LOGO: NGS   
 GO0152_PROJECTION: FLUSH
 GO0152_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GO0152_ROD/PIPE-DEPTH: 6.4  meters
 GO0152
 GO0152  HISTORY     - Date     Condition        Report By
 GO0152  HISTORY     - 1984     MONUMENTED       NGS
 GO0152
 GO0152                          STATION DESCRIPTION
 GO0152
 GO0152'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 GO0152'63.1 KM (39.2 MI) NORTH FROM GALLUP.
 GO0152'63.1 KM (39.2 MI) NORTHERLY ALONG U.S. HIGHWAY 666 FROM ITS JUNCTION
 GO0152'WITH INTERSTATE HIGHWAY 40 IN GALLUP, 15.7 KM (9.75 MI) NORTH OF THE
 GO0152'ENTRANCE TO THE GALLUP PUMPING STATION, 12.9 KM (8.0 MI) SOUTH OF THE
 GO0152'INTERSECTION OF STATE HIGHWAY 134, 45.4 METERS (149.0 FT) EAST OF THE
 GO0152'CENTERLINE OF THE HIGHWAY, AND 2.2 METERS (7.2 FT) NORTH-NORTHEAST OF
 GO0152'A UTILITY POLE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 GO0152'LOGO CAP.
 GO0152'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST AND FENCE
 GO0152'THE MARK IS ABOVE LEVEL WITH TE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GO0186 ***********************************************************************
 GO0186  DESIGNATION -  A 437
 GO0186  PID         -  GO0186
 GO0186  STATE/COUNTY-  NM/SAN JUAN
 GO0186  USGS QUAD   -  SULPHUR SPRING (1979)
 GO0186
 GO0186                         *CURRENT SURVEY CONTROL
 GO0186  ___________________________________________________________________
 GO0186* NAD 83(1986)-  36 38 07.     (N)    108 42 21.     (W)     SCALED    
 GO0186* NAVD 88     -      1587.294  (meters)    5207.65   (feet)  ADJUSTED  
 GO0186  ___________________________________________________________________
 GO0186  GEOID HEIGHT-         -21.13  (meters)                     GEOID03
 GO0186  DYNAMIC HT  -        1585.346 (meters)    5201.26  (feet)  COMP
 GO0186  MODELED GRAV-     979,349.3   (mgal)                       NAVD 88
 GO0186
 GO0186  VERT ORDER  -  FIRST     CLASS II
 GO0186
 GO0186.The horizontal coordinates were scaled from a topographic map and have
 GO0186.an estimated accuracy of +/- 6 seconds.
 GO0186
 GO0186.The orthometric height was determined by differential leveling
 GO0186.and adjusted by the National Geodetic Survey in June 1991..
 GO0186
 GO0186.The geoid height was determined by GEOID03.
 GO0186
 GO0186.The dynamic height is computed by dividing the NAVD 88
 GO0186.geopotential number by the normal gravity value computed on the
 GO0186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GO0186.degrees latitude (g = 980.6199 gals.).
 GO0186
 GO0186.The modeled gravity was interpolated from observed gravity values.
 GO0186
 GO0186;                    North         East    Units  Estimated Accuracy
 GO0186;SPC NM W     -   625,360.      751,970.      MT  (+/- 180 meters Scaled)
 GO0186
 GO0186                          SUPERSEDED SURVEY CONTROL
 GO0186
 GO0186.No superseded survey control is available for this station.
 GO0186
 GO0186_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYF051568(NAD 83)
 GO0186_MARKER: I = METAL ROD
 GO0186_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 GO0186_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 GO0186_STAMPING: A 437 1984
 GO0186_MARK LOGO: NGS   
 GO0186_PROJECTION: FLUSH
 GO0186_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GO0186+STABILITY: POSITION/ELEVATION WELL
 GO0186_ROD/PIPE-DEPTH: 12.2 meters
 GO0186_SLEEVE-DEPTH  : 11.7 meters
 GO0186
 GO0186  HISTORY     - Date     Condition        Report By
 GO0186  HISTORY     - 1984     MONUMENTED       NGS
 GO0186
 GO0186                          STATION DESCRIPTION
 GO0186
 GO0186'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 GO0186'15.8 KM (9.8 MI) SOUTH FROM SHIPROCK.
 GO0186'15.8 KM (9.8 MI) SOUTHERLY ALONG U.S. HIGHWAY 666 FROM ITS JUNCTION
 GO0186'WITH STATE HIGHWAY 504 IN SHIPROCK, 116.0 METERS (380.6 FT) SOUTH OF
 GO0186'MILEPOST 83, 29.9 METERS (98.1 FT) EAST OF THE CENTERLINE OF THE
 GO0186'HIGHWAY, 15.2 METERS (49.9 FT) SOUTH OF THE CENTER OF A DIRT ROAD AND
 GO0186'CATTLE GUARD, AND 0.7 METER (2.3 FT) WEST OF A FENCE.  NOTE=ACCESS TO
 GO0186'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 GO0186'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 GO0186'THE MARK IS 2.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0867 ***********************************************************************
 FO0867  DESIGNATION -  A 438
 FO0867  PID         -  FO0867
 FO0867  STATE/COUNTY-  NM/BERNALILLO
 FO0867  USGS QUAD   -  ALBUQUERQUE WEST (1990)
 FO0867
 FO0867                         *CURRENT SURVEY CONTROL
 FO0867  ___________________________________________________________________
 FO0867* NAD 83(1986)-  35 06 38.     (N)    106 38 31.     (W)     SCALED    
 FO0867* NAVD 88     -      1516.491  (meters)    4975.35   (feet)  ADJUSTED  
 FO0867  ___________________________________________________________________
 FO0867  GEOID HEIGHT-         -21.28  (meters)                     GEOID03
 FO0867  DYNAMIC HT  -        1514.419 (meters)    4968.56  (feet)  COMP
 FO0867  MODELED GRAV-     979,215.5   (mgal)                       NAVD 88
 FO0867
 FO0867  VERT ORDER  -  FIRST     CLASS II
 FO0867
 FO0867.The horizontal coordinates were scaled from a topographic map and have
 FO0867.an estimated accuracy of +/- 6 seconds.
 FO0867
 FO0867.The orthometric height was determined by differential leveling
 FO0867.and adjusted by the National Geodetic Survey in June 1991..
 FO0867
 FO0867.The geoid height was determined by GEOID03.
 FO0867
 FO0867.The dynamic height is computed by dividing the NAVD 88
 FO0867.geopotential number by the normal gravity value computed on the
 FO0867.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0867.degrees latitude (g = 980.6199 gals.).
 FO0867
 FO0867.The modeled gravity was interpolated from observed gravity values.
 FO0867
 FO0867;                    North         East    Units  Estimated Accuracy
 FO0867;SPC NM C     -   455,910.      464,270.      MT  (+/- 180 meters Scaled)
 FO0867
 FO0867                          SUPERSEDED SURVEY CONTROL
 FO0867
 FO0867  NGVD 29 (??/??/92) 1515.673  (m)         4972.67   (f) ADJ UNCH    1 2
 FO0867
 FO0867.Superseded values are not recommended for survey control.
 FO0867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0867.See file dsdata.txt to determine how the superseded data were derived.
 FO0867
 FO0867_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU503865(NAD 83)
 FO0867_MARKER: I = METAL ROD
 FO0867_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FO0867_SP_SET: STAINLESS STEEL ROD
 FO0867_STAMPING: A 438 1984
 FO0867_MARK LOGO: NGS   
 FO0867_PROJECTION: FLUSH
 FO0867_MAGNETIC: I = MARKER IS A STEEL ROD
 FO0867_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FO0867_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FO0867+SATELLITE: SATELLITE OBSERVATIONS - October 12, 1994
 FO0867_ROD/PIPE-DEPTH: 18.3 meters
 FO0867
 FO0867  HISTORY     - Date     Condition        Report By
 FO0867  HISTORY     - 1984     MONUMENTED       NGS
 FO0867  HISTORY     - 19941012 GOOD             NGS
 FO0867  HISTORY     - 20050116 GOOD             GEOCAC
 FO0867
 FO0867                          STATION DESCRIPTION
 FO0867
 FO0867'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FO0867'IN ALBUQUERQUE.
 FO0867'IN ALBUQUERQUE, AT THE JUNCTION OF THE ATCHISON TOPEKA AND SANTA FE
 FO0867'RAILROAD AND MENAUL BOULEVARD NW, 17.7 M (58.1 FT) NORTH OF THE CENTER
 FO0867'OF THE WEST BOUND LANES OF THE BOULEVARD, 14.2 M (46.6 FT) WEST OF THE
 FO0867'NEAR RAIL, AND 10.3 M (33.8 FT) NORTH OF A FENCE CORNER.  NOTE=ACCESS
 FO0867'TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 FO0867'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST AND FENCE
 FO0867'THE MARK IS 1.8 M BELOW THE TRACKS.
 FO0867
 FO0867                          STATION RECOVERY (1994)
 FO0867
 FO0867'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 FO0867'IN ALBUQUERQUE, AT THE INTERSECTION OF THE SANTA FE RAILROAD AND
 FO0867'MENAUL BOULEVARD, 17.1 M (56.1 FT) NORTH OF THE CENTER OF THE
 FO0867'WESTBOUND LANES OF THE BOULEVARD, 14.2 M (46.6 FT) WEST OF THE NEAR
 FO0867'RAIL, 13.2 M (43.3 FT) WEST OF THE SOUTHWEST CORNER OF A RAILROAD
 FO0867'BRIDGE, 1.5 M (4.9 FT) BELOW THE LEVEL OF THE BOULEVARD, AND 0.3 M
 FO0867'(1.0 FT) EAST OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM
 FO0867'POINT IS THROUGH A 5-INCH LOGO CAP.
 FO0867
 FO0867                          STATION RECOVERY (2005)
 FO0867
 FO0867'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 FO0867'STATION RECOVERED IN GOOD CONDITION. COORDINATES ARE SLIGHTLY
 FO0867'DIFFERENT, MAINLY IN THE E-W DIRECTION
 FO0867'35 06.632N
 FO0867'106 387.530 W
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0898 ***********************************************************************
 FO0898  DESIGNATION -  A 439
 FO0898  PID         -  FO0898
 FO0898  STATE/COUNTY-  NM/SANTA FE
 FO0898  USGS QUAD   -  TURQUOISE HILL (1993)
 FO0898
 FO0898                         *CURRENT SURVEY CONTROL
 FO0898  ___________________________________________________________________
 FO0898* NAD 83(1986)-  35 37 27.     (N)    106 01 33.     (W)     SCALED    
 FO0898* NAVD 88     -      1970.806  (meters)    6465.89   (feet)  ADJUSTED  
 FO0898  ___________________________________________________________________
 FO0898  GEOID HEIGHT-         -19.06  (meters)                     GEOID03
 FO0898  DYNAMIC HT  -        1968.076 (meters)    6456.93  (feet)  COMP
 FO0898  MODELED GRAV-     979,177.5   (mgal)                       NAVD 88
 FO0898
 FO0898  VERT ORDER  -  FIRST     CLASS II
 FO0898
 FO0898.The horizontal coordinates were scaled from a topographic map and have
 FO0898.an estimated accuracy of +/- 6 seconds.
 FO0898
 FO0898.The orthometric height was determined by differential leveling
 FO0898.and adjusted by the National Geodetic Survey in June 1991..
 FO0898
 FO0898.The geoid height was determined by GEOID03.
 FO0898
 FO0898.The dynamic height is computed by dividing the NAVD 88
 FO0898.geopotential number by the normal gravity value computed on the
 FO0898.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0898.degrees latitude (g = 980.6199 gals.).
 FO0898
 FO0898.The modeled gravity was interpolated from observed gravity values.
 FO0898
 FO0898;                    North         East    Units  Estimated Accuracy
 FO0898;SPC NM C     -   512,840.      520,310.      MT  (+/- 180 meters Scaled)
 FO0898
 FO0898                          SUPERSEDED SURVEY CONTROL
 FO0898
 FO0898.No superseded survey control is available for this station.
 FO0898
 FO0898_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV071427(NAD 83)
 FO0898_MARKER: DB = BENCH MARK DISK
 FO0898_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FO0898_SP_SET: STAINLESS STEEL ROD
 FO0898_STAMPING: A 439 1984
 FO0898_MARK LOGO: NGS   
 FO0898_PROJECTION: FLUSH
 FO0898_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FO0898_ROD/PIPE-DEPTH: 11.3 meters
 FO0898
 FO0898  HISTORY     - Date     Condition        Report By
 FO0898  HISTORY     - 1984     MONUMENTED       NGS
 FO0898
 FO0898                          STATION DESCRIPTION
 FO0898
 FO0898'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FO0898'9.1 KM (5.65 MI) SW FROM SANTA FE.
 FO0898'9.1 KM (5.65 MI) SOUTHWEST ALONG U.S. HIGHWAY 85 (CERRILLOS ROAD) FROM
 FO0898'ITS JUNCTION WITH U.S. HIGHWAY 285 (ST. FRANCIS DRIVE) IN SANTA FE,
 FO0898'15.1 M (49.5 FT) SOUTHEAST OF THE CENTERLINE OF THE NORTH BOUND LANES
 FO0898'OF THE HIGHWAY, AND 1.6 M (5.2 FT) NORTH-NORTHEAST OF A UTILITY POLE.
 FO0898'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 FO0898'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST AND FENCE
 FO0898'THE MARK IS 1.4 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0132 ***********************************************************************
 ER0132  DESIGNATION -  A 44
 ER0132  PID         -  ER0132
 ER0132  STATE/COUNTY-  NM/CIBOLA
 ER0132  USGS QUAD   -  ATARQUE LAKE (1972)
 ER0132
 ER0132                         *CURRENT SURVEY CONTROL
 ER0132  ___________________________________________________________________
 ER0132* NAD 83(1986)-  34 47 46.     (N)    108 45 48.     (W)     SCALED    
 ER0132* NAVD 88     -      2069.472  (meters)    6789.59   (feet)  ADJUSTED  
 ER0132  ___________________________________________________________________
 ER0132  GEOID HEIGHT-         -21.99  (meters)                     GEOID03
 ER0132  DYNAMIC HT  -        2066.393 (meters)    6779.49  (feet)  COMP
 ER0132  MODELED GRAV-     979,072.8   (mgal)                       NAVD 88
 ER0132
 ER0132  VERT ORDER  -  SECOND    CLASS 0
 ER0132
 ER0132.The horizontal coordinates were scaled from a topographic map and have
 ER0132.an estimated accuracy of +/- 6 seconds.
 ER0132
 ER0132.The orthometric height was determined by differential leveling
 ER0132.and adjusted by the National Geodetic Survey in June 1991..
 ER0132
 ER0132.The geoid height was determined by GEOID03.
 ER0132
 ER0132.The dynamic height is computed by dividing the NAVD 88
 ER0132.geopotential number by the normal gravity value computed on the
 ER0132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0132.degrees latitude (g = 980.6199 gals.).
 ER0132
 ER0132.The modeled gravity was interpolated from observed gravity values.
 ER0132
 ER0132;                    North         East    Units  Estimated Accuracy
 ER0132;SPC NM W     -   421,360.      744,900.      MT  (+/- 180 meters Scaled)
 ER0132
 ER0132                          SUPERSEDED SURVEY CONTROL
 ER0132
 ER0132  NGVD 29 (??/??/92) 2068.477  (m)         6786.33   (f) ADJ UNCH    2 0
 ER0132
 ER0132.Superseded values are not recommended for survey control.
 ER0132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0132.See file dsdata.txt to determine how the superseded data were derived.
 ER0132
 ER0132_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYD046527(NAD 83)
 ER0132_MARKER: DB = BENCH MARK DISK
 ER0132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ER0132_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ER0132_STAMPING: A 44 1934
 ER0132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0132+STABILITY: SURFACE MOTION
 ER0132
 ER0132  HISTORY     - Date     Condition        Report By
 ER0132  HISTORY     - 1934     MONUMENTED       CGS
 ER0132
 ER0132                          STATION DESCRIPTION
 ER0132
 ER0132'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ER0132'5.6 MI N FROM ATARQUE.
 ER0132'5.6 MI. N. ON ROAD TO ZUNI.  0.1 MILE NORTH OF FENCE LINE AND CATTLE
 ER0132'GUARD AND 15 FEET WEST OF CENTER LINE OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0133 ***********************************************************************
 ER0133  DESIGNATION -  A 44 RESET
 ER0133  PID         -  ER0133
 ER0133  STATE/COUNTY-  NM/CIBOLA
 ER0133  USGS QUAD   -  ATARQUE LAKE (1972)
 ER0133
 ER0133                         *CURRENT SURVEY CONTROL
 ER0133  ___________________________________________________________________
 ER0133* NAD 83(1986)-  34 47 46.     (N)    108 45 48.     (W)     SCALED    
 ER0133* NAVD 88     -      2070.438  (meters)    6792.76   (feet)  ADJUSTED  
 ER0133  ___________________________________________________________________
 ER0133  GEOID HEIGHT-         -21.99  (meters)                     GEOID03
 ER0133  DYNAMIC HT  -        2067.357 (meters)    6782.65  (feet)  COMP
 ER0133  MODELED GRAV-     979,072.8   (mgal)                       NAVD 88
 ER0133
 ER0133  VERT ORDER  -  SECOND    CLASS 0
 ER0133
 ER0133.The horizontal coordinates were scaled from a topographic map and have
 ER0133.an estimated accuracy of +/- 6 seconds.
 ER0133
 ER0133.The orthometric height was determined by differential leveling
 ER0133.and adjusted by the National Geodetic Survey in June 1991..
 ER0133
 ER0133.The geoid height was determined by GEOID03.
 ER0133
 ER0133.The dynamic height is computed by dividing the NAVD 88
 ER0133.geopotential number by the normal gravity value computed on the
 ER0133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0133.degrees latitude (g = 980.6199 gals.).
 ER0133
 ER0133.The modeled gravity was interpolated from observed gravity values.
 ER0133
 ER0133;                    North         East    Units  Estimated Accuracy
 ER0133;SPC NM W     -   421,360.      744,900.      MT  (+/- 180 meters Scaled)
 ER0133
 ER0133                          SUPERSEDED SURVEY CONTROL
 ER0133
 ER0133  NGVD 29 (??/??/92) 2069.441  (m)         6789.49   (f) ADJ UNCH    2 0
 ER0133
 ER0133.Superseded values are not recommended for survey control.
 ER0133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0133.See file dsdata.txt to determine how the superseded data were derived.
 ER0133
 ER0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYD046527(NAD 83)
 ER0133_MARKER: DB = BENCH MARK DISK
 ER0133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ER0133_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ER0133_STAMPING: A 44 RESET 1941
 ER0133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0133+STABILITY: SURFACE MOTION
 ER0133
 ER0133  HISTORY     - Date     Condition        Report By
 ER0133  HISTORY     - 1941     MONUMENTED       CGS
 ER0133  HISTORY     - 1972     GOOD             NGS
 ER0133  HISTORY     - 1972     GOOD             USGS
 ER0133
 ER0133                          STATION DESCRIPTION
 ER0133
 ER0133'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 ER0133'5.5 MI N FROM ATARQUE.
 ER0133'TO REACH FROM THE CATHOLIC CHURCH IN ATARQUE-- GO 5.5 MILES NORTHERLY
 ER0133'ALONG THE ROAD TO ZUNI TO THE SITE OF BENCH MARK.  BENCH MARK IS ABOUT
 ER0133'0.1 MILE NORTH OF A FENCE AND CATTLE GUARD, ON A SMALL RIDGE AND ABOUT
 ER0133'117.0 FEET WEST OF WASH.  IT IS 68.0 FEET WEST OF AND ABOUT 1.5 FEET
 ER0133'ABOVE THE CENTERLINE OF THE ROAD, AND 3.0 FEET SOUTH OF A 4X4-INCH
 ER0133'WOODEN MARKER POST.  THE MONUMENT PROJECTS 0.5 FOOT.
 ER0133
 ER0133                          STATION RECOVERY (1972)
 ER0133
 ER0133'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 ER0133'RECOVERED IN GOOD CONDITION.
 ER0133
 ER0133                          STATION RECOVERY (1972)
 ER0133
 ER0133'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 ER0133'A 44--18, MI N ALONG STATE HWY 32 FROM FENCE LAKE, VALENCIA CO, TO A
 ER0133'GRADED RD LEADING W TO ATARQUE RANCH HDQ. THENCE W ALONG GRADED RD 6
 ER0133'MI TO ATARQUE RANCH. TURN N ALONG TRACK RD 0.55 MI TO RD FK. TAKE
 ER0133'RIGHT FK AND CONTINUE ANOTHER 1.15 MI TO A DRAIN BOTTOM AND DIM TR
 ER0133'X-ING NW/SE, TURN SE FOR 0.2 MI AND BENCH MARK ON SW SIDE OF RD. A
 ER0133'STANDARD DISK, STAMPED 'A 44 RESET 1941' AND SET IN THE TOP OF A
 ER0133'CONCRETE POST PROJ. 0.5 FT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0908 ***********************************************************************
 FO0908  DESIGNATION -  A 440
 FO0908  PID         -  FO0908
 FO0908  STATE/COUNTY-  NM/SANTA FE
 FO0908  USGS QUAD   -  ESPANOLA (1984)
 FO0908
 FO0908                         *CURRENT SURVEY CONTROL
 FO0908  ___________________________________________________________________
 FO0908* NAD 83(1992)-  35 57 43.78807(N)    106 01 42.50780(W)     ADJUSTED  
 FO0908* NAVD 88     -      1746.475  (meters)    5729.89   (feet)  ADJUSTED  
 FO0908  ___________________________________________________________________
 FO0908  X           -  -1,427,477.127 (meters)                     COMP
 FO0908  Y           -  -4,968,883.131 (meters)                     COMP
 FO0908  Z           -   3,725,808.897 (meters)                     COMP
 FO0908  LAPLACE CORR-           8.65  (seconds)                    DEFLEC99
 FO0908  ELLIP HEIGHT-        1727.60  (meters)          (09/28/01) GPS OBS
 FO0908  GEOID HEIGHT-         -18.91  (meters)                     GEOID03
 FO0908  DYNAMIC HT  -        1744.138 (meters)    5722.23  (feet)  COMP
 FO0908  MODELED GRAV-     979,233.7   (mgal)                       NAVD 88
 FO0908
 FO0908  HORZ ORDER  -  FIRST
 FO0908  VERT ORDER  -  FIRST     CLASS II
 FO0908  ELLP ORDER  -  FOURTH    CLASS I
 FO0908
 FO0908.The horizontal coordinates were established by GPS observations
 FO0908.and adjusted by the National Geodetic Survey in March 1994..
 FO0908
 FO0908.The orthometric height was determined by differential leveling
 FO0908.and adjusted by the National Geodetic Survey in June 1991..
 FO0908
 FO0908.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FO0908
 FO0908.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO0908
 FO0908.The ellipsoidal height was determined by GPS observations
 FO0908.and is referenced to NAD 83.
 FO0908
 FO0908.The geoid height was determined by GEOID03.
 FO0908
 FO0908.The dynamic height is computed by dividing the NAVD 88
 FO0908.geopotential number by the normal gravity value computed on the
 FO0908.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0908.degrees latitude (g = 980.6199 gals.).
 FO0908
 FO0908.The modeled gravity was interpolated from observed gravity values.
 FO0908
 FO0908;                    North         East     Units Scale Factor Converg.
 FO0908;SPC NM C     -   550,337.690   519,981.120   MT  0.99990492   +0 07 48.3
 FO0908;SPC NM C     - 1,805,566.24  1,705,971.39   sFT  0.99990492   +0 07 48.3
 FO0908;UTM  13      - 3,980,240.659   407,260.231   MT  0.99970598   -0 36 14.5
 FO0908
 FO0908!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO0908!SPC NM C     -   0.99972893  x   0.99990492  =   0.99963387
 FO0908!UTM  13      -   0.99972893  x   0.99970598  =   0.99943499
 FO0908
 FO0908                          SUPERSEDED SURVEY CONTROL
 FO0908
 FO0908  ELLIP H (03/21/94) 1727.63   (m)                       GP(       ) 3 1
 FO0908
 FO0908.Superseded values are not recommended for survey control.
 FO0908.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0908.See file dsdata.txt to determine how the superseded data were derived.
 FO0908
 FO0908_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV0726080241(NAD 83)
 FO0908_MARKER: DB = BENCH MARK DISK
 FO0908_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 FO0908_SP_SET: MASSIVE RETAINING WALL
 FO0908_STAMPING: A 440 1984
 FO0908_MARK LOGO: NGS   
 FO0908_MAGNETIC: N = NO MAGNETIC MATERIAL
 FO0908_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FO0908+STABILITY: POSITION/ELEVATION WELL
 FO0908_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FO0908+SATELLITE: SATELLITE OBSERVATIONS - June 16, 2005
 FO0908
 FO0908  HISTORY     - Date     Condition        Report By
 FO0908  HISTORY     - 1984     MONUMENTED       NGS
 FO0908  HISTORY     - 19920716 GOOD             BOHAN
 FO0908  HISTORY     - 2004     GOOD             BOHAN
 FO0908  HISTORY     - 20050616 GOOD             INDIV
 FO0908
 FO0908                          STATION DESCRIPTION
 FO0908
 FO0908'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FO0908'5.0 KM (3.1 MI) SE FROM ESPANOLA.
 FO0908'5.0 KM (3.1 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 285 FROM ITS JUNCTION
 FO0908'WITH STATE HIGHWAY 68 IN ESPANOLA, IN TOP OF AND 0.4 M (1.3 FT)
 FO0908'SOUTHEAST OF THE NORTHWEST END OF THE NORTHEAST CONCRETE HEADWALL OF A
 FO0908'MULTI-BOX CULVERT SPANNING ARROYO SECO RIVER, AND 14.0 M (45.9 FT)
 FO0908'NORTHEAST OF THE CENTERLINE OF THE NORTH BOUND LANES OF THE HIGHWAY.
 FO0908'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 FO0908'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 FO0908
 FO0908                          STATION RECOVERY (1992)
 FO0908
 FO0908'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 1992
 FO0908'RECOVERED IN GOOD CONDITION.
 FO0908
 FO0908                          STATION RECOVERY (2004)
 FO0908
 FO0908'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 2004
 FO0908'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 2004 RECOVERED IN GOOD
 FO0908'CONDITION.
 FO0908
 FO0908                          STATION RECOVERY (2005)
 FO0908
 FO0908'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (BHI)
 FO0908'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0582 ***********************************************************************
 GM0582  DESIGNATION -  A 441
 GM0582  PID         -  GM0582
 GM0582  STATE/COUNTY-  NM/TAOS
 GM0582  USGS QUAD   -  PETACA PEAK (1995)
 GM0582
 GM0582                         *CURRENT SURVEY CONTROL
 GM0582  ___________________________________________________________________
 GM0582* NAD 83(1986)-  36 32 28.     (N)    105 56 14.     (W)     SCALED    
 GM0582* NAVD 88     -      2393.239  (meters)    7851.82   (feet)  ADJUSTED  
 GM0582  ___________________________________________________________________
 GM0582  GEOID HEIGHT-         -17.59  (meters)                     GEOID03
 GM0582  DYNAMIC HT  -        2389.875 (meters)    7840.78  (feet)  COMP
 GM0582  MODELED GRAV-     979,140.0   (mgal)                       NAVD 88
 GM0582
 GM0582  VERT ORDER  -  FIRST     CLASS II
 GM0582
 GM0582.The horizontal coordinates were scaled from a topographic map and have
 GM0582.an estimated accuracy of +/- 6 seconds.
 GM0582
 GM0582.The orthometric height was determined by differential leveling
 GM0582.and adjusted by the National Geodetic Survey in June 1991..
 GM0582
 GM0582.The geoid height was determined by GEOID03.
 GM0582
 GM0582.The dynamic height is computed by dividing the NAVD 88
 GM0582.geopotential number by the normal gravity value computed on the
 GM0582.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GM0582.degrees latitude (g = 980.6199 gals.).
 GM0582
 GM0582.The modeled gravity was interpolated from observed gravity values.
 GM0582
 GM0582;                    North         East    Units  Estimated Accuracy
 GM0582;SPC NM C     -   614,600.      528,010.      MT  (+/- 180 meters Scaled)
 GM0582
 GM0582                          SUPERSEDED SURVEY CONTROL
 GM0582
 GM0582.No superseded survey control is available for this station.
 GM0582
 GM0582_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDA161443(NAD 83)
 GM0582_MARKER: I = METAL ROD
 GM0582_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 GM0582+WITH SETTING: INFORMATION.
 GM0582_SP_SET: SHALLOW-SET METAL ROD
 GM0582_STAMPING: A 441 1984
 GM0582_MARK LOGO: NGS   
 GM0582_PROJECTION: FLUSH
 GM0582_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GM0582_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GM0582+SATELLITE: SATELLITE OBSERVATIONS - September 25, 2004
 GM0582_ROD/PIPE-DEPTH: 1.5  meters
 GM0582
 GM0582  HISTORY     - Date     Condition        Report By
 GM0582  HISTORY     - 1984     MONUMENTED       NGS
 GM0582  HISTORY     - 20040925 GOOD             GEOCAC
 GM0582
 GM0582                          STATION DESCRIPTION
 GM0582
 GM0582'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 GM0582'11.8 KM (7.35 MI) SOUTH FROM TRES PIEDRAS.
 GM0582'11.8 KM (7.35 MI) SOUTHERLY ALONG U.S. HIGHWAY 285 FROM ITS JUNCTION
 GM0582'WITH U.S. HIGHWAY 64 IN TRES PIEDRAS, 0.7 KM (0.45 MI) SOUTH OF
 GM0582'MILEPOST 377, 25.3 M (83.0 FT) SOUTHWEST OF THE CENTERLINE OF THE
 GM0582'HIGHWAY, 10.5 M (34.5 FT) NORTHWEST OF THE CENTER OF A CATTLE GUARD
 GM0582'AND DIRT ROAD LEADING NORTHWEST, AND 6.7 M (22.0 FT) EAST-SOUTHEAST OF
 GM0582'A FENCE CORNER.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 GM0582'LOGO CAP.
 GM0582'THE MARK IS 0.3 METERS  SSW FROM  A WITNESS POST AND FENCE
 GM0582'THE MARK IS 0.9 M ABOVE THE HIGHWAY.
 GM0582
 GM0582                          STATION RECOVERY (2004)
 GM0582
 GM0582'RECOVERY NOTE BY GEOCACHING 2004 (TWS)
 GM0582'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0608 ***********************************************************************
 GM0608  DESIGNATION -  A 442
 GM0608  PID         -  GM0608
 GM0608  STATE/COUNTY-  NM/TAOS
 GM0608  USGS QUAD   -  PINABETOSO PEAKS (1963)
 GM0608
 GM0608                         *CURRENT SURVEY CONTROL
 GM0608  ___________________________________________________________________
 GM0608* NAD 83(1986)-  36 54 45.     (N)    105 58 50.     (W)     SCALED    
 GM0608* NAVD 88     -      2527.140  (meters)    8291.13   (feet)  ADJUSTED  
 GM0608  ___________________________________________________________________
 GM0608  GEOID HEIGHT-         -16.55  (meters)                     GEOID03
 GM0608  DYNAMIC HT  -        2523.659 (meters)    8279.70  (feet)  COMP
 GM0608  MODELED GRAV-     979,161.7   (mgal)                       NAVD 88
 GM0608
 GM0608  VERT ORDER  -  FIRST     CLASS II
 GM0608
 GM0608.The horizontal coordinates were scaled from a topographic map and have
 GM0608.an estimated accuracy of +/- 6 seconds.
 GM0608
 GM0608.The orthometric height was determined by differential leveling
 GM0608.and adjusted by the National Geodetic Survey in June 1991..
 GM0608
 GM0608.The geoid height was determined by GEOID03.
 GM0608
 GM0608.The dynamic height is computed by dividing the NAVD 88
 GM0608.geopotential number by the normal gravity value computed on the
 GM0608.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GM0608.degrees latitude (g = 980.6199 gals.).
 GM0608
 GM0608.The modeled gravity was interpolated from observed gravity values.
 GM0608
 GM0608;                    North         East    Units  Estimated Accuracy
 GM0608;SPC NM C     -   655,800.      524,010.      MT  (+/- 180 meters Scaled)
 GM0608
 GM0608                          SUPERSEDED SURVEY CONTROL
 GM0608
 GM0608.No superseded survey control is available for this station.
 GM0608
 GM0608_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDA126856(NAD 83)
 GM0608_MARKER: I = METAL ROD
 GM0608_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 GM0608+WITH SETTING: INFORMATION.
 GM0608_SP_SET: SHALLOW-SET METAL ROD
 GM0608_STAMPING: A 442 1984
 GM0608_MARK LOGO: NGS   
 GM0608_PROJECTION: FLUSH
 GM0608_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GM0608_ROD/PIPE-DEPTH: 1.2  meters
 GM0608
 GM0608  HISTORY     - Date     Condition        Report By
 GM0608  HISTORY     - 1984     MONUMENTED       NGS
 GM0608
 GM0608                          STATION DESCRIPTION
 GM0608
 GM0608'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 GM0608'18.6 KM (11.55 MI) SOUT FROM ANTONITO CO.
 GM0608'18.6 KM (11.55 MI) SOUTHERLY ALONG U.S. HIGHWAY 285 FROM THE POST
 GM0608'OFFICE IN ANTONITO CO, 0.3 KM (0.2 MI) NORTH OF MILEPOST 403, 30.3 M
 GM0608'(99.4 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, AND 8.9 M
 GM0608'(29.2 FT) NORTHWEST OF THE CENTER OF A CATTLE GUARD AND DIRT ROAD
 GM0608'LEADING WEST.  NOTE=REFUSAL WAS REACHED AT 4.0 FT.  ACCESS TO THE
 GM0608'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 GM0608'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST AND FENCE
 GM0608'THE MARK IS 0.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1414 ***********************************************************************
 CX1414  DESIGNATION -  A 443
 CX1414  PID         -  CX1414
 CX1414  STATE/COUNTY-  NM/OTERO
 CX1414  USGS QUAD   -  OROGRANDE SOUTH (1955)
 CX1414
 CX1414                         *CURRENT SURVEY CONTROL
 CX1414  ___________________________________________________________________
 CX1414* NAD 83(1986)-  32 22 04.     (N)    106 05 47.     (W)     SCALED    
 CX1414* NAVD 88     -      1271.535  (meters)    4171.69   (feet)  ADJUSTED  
 CX1414  ___________________________________________________________________
 CX1414  GEOID HEIGHT-         -23.03  (meters)                     GEOID03
 CX1414  DYNAMIC HT  -        1269.659 (meters)    4165.54  (feet)  COMP
 CX1414  MODELED GRAV-     979,119.3   (mgal)                       NAVD 88
 CX1414
 CX1414  VERT ORDER  -  FIRST     CLASS I
 CX1414
 CX1414.The horizontal coordinates were scaled from a topographic map and have
 CX1414.an estimated accuracy of +/- 6 seconds.
 CX1414
 CX1414.The orthometric height was determined by differential leveling
 CX1414.and adjusted by the National Geodetic Survey in June 1991..
 CX1414
 CX1414.The geoid height was determined by GEOID03.
 CX1414
 CX1414.The dynamic height is computed by dividing the NAVD 88
 CX1414.geopotential number by the normal gravity value computed on the
 CX1414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX1414.degrees latitude (g = 980.6199 gals.).
 CX1414
 CX1414.The modeled gravity was interpolated from observed gravity values.
 CX1414
 CX1414;                    North         East    Units  Estimated Accuracy
 CX1414;SPC NM C     -   151,660.      514,460.      MT  (+/- 180 meters Scaled)
 CX1414
 CX1414                          SUPERSEDED SURVEY CONTROL
 CX1414
 CX1414.No superseded survey control is available for this station.
 CX1414
 CX1414_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR968817(NAD 83)
 CX1414_MARKER: I = METAL ROD
 CX1414_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CX1414_SP_SET: STAINLESS STEEL ROD
 CX1414_STAMPING: A 443 1986
 CX1414_MARK LOGO: NGS   
 CX1414_PROJECTION: FLUSH
 CX1414_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CX1414_ROD/PIPE-DEPTH: 17.4 meters
 CX1414
 CX1414  HISTORY     - Date     Condition        Report By
 CX1414  HISTORY     - 1986     MONUMENTED       NGS
 CX1414
 CX1414                          STATION DESCRIPTION
 CX1414
 CX1414'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 CX1414'2.1 KM (1.3 MI) SOUTH FROM OROGRANDE.
 CX1414'1.6 KM (1.0 MI) SOUTH ALONG US HIGHWAY 54 FROM THE POST OFFICE IN
 CX1414'OROGRANDE, THENCE 0.5 KM (0.3 MI) NORTHWEST ALONG A PAVED ROAD, 0.5 KM
 CX1414'(0.3 MI) EAST OF A CATTLE GUARD, 20.7 METERS (68 FT) SOUTH-SOUTHEAST
 CX1414'OF THE CENTER OF THE PAVED ROAD AND 162.0 METERS (532 FT)
 CX1414'WEST-NORTHWEST OF THE CENTER OF A PAVED SIDE ROAD LEADING SOUTH.
 CX1414'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 CX1414'THE MARK IS 1.2 METERS  W FROM  A WITNESS POST
 CX1414'THE MARK IS 0.3 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0080 ***********************************************************************
 ER0080  DESIGNATION -  A 45
 ER0080  PID         -  ER0080
 ER0080  STATE/COUNTY-  NM/CATRON
 ER0080  USGS QUAD   -  TEJANA MESA (1972)
 ER0080
 ER0080                         *CURRENT SURVEY CONTROL
 ER0080  ___________________________________________________________________
 ER0080* NAD 83(1986)-  34 23 19.     (N)    108 36 40.     (W)     SCALED    
 ER0080* NAVD 88     -      2067.014  (meters)    6781.53   (feet)  ADJUSTED  
 ER0080  ___________________________________________________________________
 ER0080  GEOID HEIGHT-         -21.68  (meters)                     GEOID03
 ER0080  DYNAMIC HT  -        2063.878 (meters)    6771.24  (feet)  COMP
 ER0080  MODELED GRAV-     979,044.5   (mgal)                       NAVD 88
 ER0080
 ER0080  VERT ORDER  -  SECOND    CLASS 0
 ER0080
 ER0080.The horizontal coordinates were scaled from a topographic map and have
 ER0080.an estimated accuracy of +/- 6 seconds.
 ER0080
 ER0080.The orthometric height was determined by differential leveling
 ER0080.and adjusted by the National Geodetic Survey in June 1991..
 ER0080
 ER0080.The geoid height was determined by GEOID03.
 ER0080
 ER0080.The dynamic height is computed by dividing the NAVD 88
 ER0080.geopotential number by the normal gravity value computed on the
 ER0080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0080.degrees latitude (g = 980.6199 gals.).
 ER0080
 ER0080.The modeled gravity was interpolated from observed gravity values.
 ER0080
 ER0080;                    North         East    Units  Estimated Accuracy
 ER0080;SPC NM W     -   376,040.      758,480.      MT  (+/- 180 meters Scaled)
 ER0080
 ER0080                          SUPERSEDED SURVEY CONTROL
 ER0080
 ER0080  NGVD 29 (??/??/92) 2066.092  (m)         6778.50   (f) ADJ UNCH    2 0
 ER0080
 ER0080.Superseded values are not recommended for survey control.
 ER0080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0080.See file dsdata.txt to determine how the superseded data were derived.
 ER0080
 ER0080_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYD196078(NAD 83)
 ER0080_MARKER: DB = BENCH MARK DISK
 ER0080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ER0080_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ER0080_STAMPING: A 45 1934
 ER0080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0080+STABILITY: SURFACE MOTION
 ER0080
 ER0080  HISTORY     - Date     Condition        Report By
 ER0080  HISTORY     - 1934     MONUMENTED       CGS
 ER0080  HISTORY     - 1972     MARK NOT FOUND   NGS
 ER0080
 ER0080                          STATION DESCRIPTION
 ER0080
 ER0080'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ER0080'8.6 MI NW FROM QUEMADO.
 ER0080'8.6 MILES NORTHWEST ALONG ATARQUE QUEMADO HWY.  ON ATARQUE QUEMADO
 ER0080'HWY., 0.1 MILE NORTH OF SUMMIT OF SMALL GRADE, 14 FT. WEST OF CENTER
 ER0080'LINE OF HWY.
 ER0080
 ER0080                          STATION RECOVERY (1972)
 ER0080
 ER0080'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 ER0080'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0198 ***********************************************************************
 DT0198  DESIGNATION -  A 46
 DT0198  PID         -  DT0198
 DT0198  STATE/COUNTY-  NM/CATRON
 DT0198  USGS QUAD   -  QUEENS HEAD (1965)
 DT0198
 DT0198                         *CURRENT SURVEY CONTROL
 DT0198  ___________________________________________________________________
 DT0198* NAD 83(1986)-  33 56 13.     (N)    108 39 58.     (W)     SCALED    
 DT0198* NAVD 88     -      2087.158  (meters)    6847.62   (feet)  ADJUSTED  
 DT0198  ___________________________________________________________________
 DT0198  GEOID HEIGHT-         -22.00  (meters)                     GEOID03
 DT0198  DYNAMIC HT  -        2083.847 (meters)    6836.75  (feet)  COMP
 DT0198  MODELED GRAV-     978,975.7   (mgal)                       NAVD 88
 DT0198
 DT0198  VERT ORDER  -  SECOND    CLASS 0
 DT0198
 DT0198.The horizontal coordinates were scaled from a topographic map and have
 DT0198.an estimated accuracy of +/- 6 seconds.
 DT0198
 DT0198.The orthometric height was determined by differential leveling
 DT0198.and adjusted by the National Geodetic Survey in June 1991..
 DT0198
 DT0198.The geoid height was determined by GEOID03.
 DT0198
 DT0198.The dynamic height is computed by dividing the NAVD 88
 DT0198.geopotential number by the normal gravity value computed on the
 DT0198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0198.degrees latitude (g = 980.6199 gals.).
 DT0198
 DT0198.The modeled gravity was interpolated from observed gravity values.
 DT0198
 DT0198;                    North         East    Units  Estimated Accuracy
 DT0198;SPC NM W     -   325,980.      753,010.      MT  (+/- 180 meters Scaled)
 DT0198
 DT0198                          SUPERSEDED SURVEY CONTROL
 DT0198
 DT0198  NGVD 29 (??/??/92) 2086.139  (m)         6844.27   (f) ADJ UNCH    2 0
 DT0198
 DT0198.Superseded values are not recommended for survey control.
 DT0198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0198.See file dsdata.txt to determine how the superseded data were derived.
 DT0198
 DT0198_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYC157576(NAD 83)
 DT0198_MARKER: DB = BENCH MARK DISK
 DT0198_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DT0198_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DT0198_STAMPING: A 46 1934
 DT0198_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DT0198+STABILITY: SURFACE MOTION
 DT0198
 DT0198  HISTORY     - Date     Condition        Report By
 DT0198  HISTORY     - 1934     MONUMENTED       CGS
 DT0198  HISTORY     - 1965     GOOD             USGS
 DT0198
 DT0198                          STATION DESCRIPTION
 DT0198
 DT0198'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DT0198'8.1 MI NE FROM APACHE CREEK.
 DT0198'ON QUEMADO-APACHE CREEK HWY., ABOUT 150 FT. WEST OF CENTER LINE OF
 DT0198'APACHE CREEK, AND 29 FT. EAST OF CENTER LINE OF HWY.
 DT0198
 DT0198                          STATION RECOVERY (1965)
 DT0198
 DT0198'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 DT0198'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0338 ***********************************************************************
 DS0338  DESIGNATION -  A 48
 DS0338  PID         -  DS0338
 DS0338  STATE/COUNTY-  NM/OTERO
 DS0338  USGS QUAD   -  TULAROSA (1982)
 DS0338
 DS0338                         *CURRENT SURVEY CONTROL
 DS0338  ___________________________________________________________________
 DS0338* NAD 83(1986)-  33 04 37.     (N)    106 05 36.     (W)     SCALED    
 DS0338* NAVD 88     -      1311.907  (meters)    4304.15   (feet)  ADJUSTED  
 DS0338  ___________________________________________________________________
 DS0338  GEOID HEIGHT-         -22.39  (meters)                     GEOID03
 DS0338  DYNAMIC HT  -        1310.007 (meters)    4297.91  (feet)  COMP
 DS0338  MODELED GRAV-     979,143.4   (mgal)                       NAVD 88
 DS0338
 DS0338  VERT ORDER  -  FIRST     CLASS I
 DS0338
 DS0338.The horizontal coordinates were scaled from a topographic map and have
 DS0338.an estimated accuracy of +/- 6 seconds.
 DS0338
 DS0338.The orthometric height was determined by differential leveling
 DS0338.and adjusted by the National Geodetic Survey in June 1991..
 DS0338
 DS0338.The geoid height was determined by GEOID03.
 DS0338
 DS0338.The dynamic height is computed by dividing the NAVD 88
 DS0338.geopotential number by the normal gravity value computed on the
 DS0338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0338.degrees latitude (g = 980.6199 gals.).
 DS0338
 DS0338.The modeled gravity was interpolated from observed gravity values.
 DS0338
 DS0338;                    North         East    Units  Estimated Accuracy
 DS0338;SPC NM C     -   230,300.      514,630.      MT  (+/- 180 meters Scaled)
 DS0338
 DS0338                          SUPERSEDED SURVEY CONTROL
 DS0338
 DS0338  NGVD 29 (??/??/92) 1311.337  (m)         4302.28   (f) ADJ UNCH    1 1
 DS0338
 DS0338.Superseded values are not recommended for survey control.
 DS0338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0338.See file dsdata.txt to determine how the superseded data were derived.
 DS0338
 DS0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS979603(NAD 83)
 DS0338_MARKER: DB = BENCH MARK DISK
 DS0338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0338_SP_SET: CONCRETE POST
 DS0338_STAMPING: A 48 1934
 DS0338_MARK LOGO: CGS   
 DS0338_PROJECTION: PROJECTING 30 CENTIMETERS
 DS0338_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0338+STABILITY: SURFACE MOTION
 DS0338
 DS0338  HISTORY     - Date     Condition        Report By
 DS0338  HISTORY     - 1934     MONUMENTED       CGS
 DS0338  HISTORY     - 1953     GOOD             NGS
 DS0338  HISTORY     - 1986     GOOD             NGS
 DS0338
 DS0338                          STATION DESCRIPTION
 DS0338
 DS0338'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 DS0338'3.6 MI W FROM TULAROSA.
 DS0338'3.6 MILES WEST ALONG ABANDONED NEW MEXICO STATE HIGHWAY 52 FROM THE
 DS0338'SOUTHERN PACIFIC RAILWAY STATION AT TULAROSA, 0.3 MILE WEST OF THE
 DS0338'BURDAY RANCH, 30 FEET WEST OF A T-FENCE CORNER POST, 29 FEET SOUTH OF
 DS0338'THE CENTER LINE OF THE HIGHWAY, 18 FEET WEST OF THE CENTER LINE OF A
 DS0338'TRAIL ROAD LEADING SOUTH, 0.9 FOOT NORTH OF A FENCE, 1.2 FEET WEST OF
 DS0338'A REFERENCE POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5
 DS0338'FOOT ABOVE THE GROUND.
 DS0338
 DS0338                          STATION RECOVERY (1986)
 DS0338
 DS0338'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 DS0338'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  7.7 KM
 DS0338'(4.8 MI) WEST OF THE POST OFFICE AT TULAROSA ALONG THE OLD HIGHWAY 52
 DS0338'TO THE TULA GATE, ALSO 5.2 KM (3.2 MI) EAST OF THE TULA GATE,
 DS0338'9.3 METERS (30.5 FT) WEST OF A T-FENCE CORNER, 8.8 METERS (28.9 FT)
 DS0338'SOUTH OF THE CENTERLINE OF THE PAVED ROAD, 6.0 METERS (19.7 FT) WEST
 DS0338'OF THE CENTER OF A GATE AND TRACK ROAD SOUTH, 1.1 METERS (3.6 FT) EAST
 DS0338'OF A WITNESS POST, 0.3 METER (1 FT) NORTH OF THE FENCE LINE.
 DS0338'THE MARK IS 1.1 METERS  W FROM  A WITNESS POST
 DS0338'THE MARK IS 0.3 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0291 ***********************************************************************
 CE0291  DESIGNATION -  A 481
 CE0291  PID         -  CE0291
 CE0291  STATE/COUNTY-  NM/DONA ANA
 CE0291  USGS QUAD   -  SMELTERTOWN (1994)
 CE0291
 CE0291                         *CURRENT SURVEY CONTROL
 CE0291  ___________________________________________________________________
 CE0291* NAD 83(1986)-  31 47 06.     (N)    106 31 08.     (W)     SCALED    
 CE0291* NAVD 88     -      1153.518  (meters)    3784.50   (feet)  ADJUSTED  
 CE0291  ___________________________________________________________________
 CE0291  GEOID HEIGHT-         -23.97  (meters)                     GEOID03
 CE0291  DYNAMIC HT  -        1151.804 (meters)    3778.88  (feet)  COMP
 CE0291  MODELED GRAV-     979,113.7   (mgal)                       NAVD 88
 CE0291
 CE0291  VERT ORDER  -  SECOND    CLASS 0
 CE0291
 CE0291.The horizontal coordinates were scaled from a topographic map and have
 CE0291.an estimated accuracy of +/- 6 seconds.
 CE0291
 CE0291.The orthometric height was determined by differential leveling
 CE0291.and adjusted by the National Geodetic Survey in June 1991..
 CE0291
 CE0291.The geoid height was determined by GEOID03.
 CE0291
 CE0291.The dynamic height is computed by dividing the NAVD 88
 CE0291.geopotential number by the normal gravity value computed on the
 CE0291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0291.degrees latitude (g = 980.6199 gals.).
 CE0291
 CE0291.The modeled gravity was interpolated from observed gravity values.
 CE0291
 CE0291;                    North         East    Units  Estimated Accuracy
 CE0291;SPC NM C     -    87,060.      474,540.      MT  (+/- 180 meters Scaled)
 CE0291
 CE0291                          SUPERSEDED SURVEY CONTROL
 CE0291
 CE0291  NGVD 29 (??/??/92) 1153.049  (m)         3782.96   (f) ADJ UNCH    2 0
 CE0291
 CE0291.Superseded values are not recommended for survey control.
 CE0291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0291.See file dsdata.txt to determine how the superseded data were derived.
 CE0291
 CE0291_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR561176(NAD 83)
 CE0291_MARKER: DB = BENCH MARK DISK
 CE0291_SETTING: 66 = SET IN ROCK OUTCROP
 CE0291_SP_SET: ROCK OUTCROP
 CE0291_STAMPING: A-481 1935
 CE0291_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CE0291+STABILITY: POSITION/ELEVATION WELL
 CE0291
 CE0291  HISTORY     - Date     Condition        Report By
 CE0291  HISTORY     - 1935     MONUMENTED       CGS
 CE0291  HISTORY     - 1955     MARK NOT FOUND   DOD
 CE0291
 CE0291                          STATION DESCRIPTION
 CE0291
 CE0291'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 CE0291'2.7 MI W FROM EL PASO.
 CE0291'2.7 MI. W. OF DEPOT ALONG THE S.PR.R. FORMERLY THE E.P. AND S.W. 103
 CE0291'FT. N. E. OF THE CENTER LINE OF THE E.P. AND S.W. TRACK.  43 FT S. W.
 CE0291'OF THE CENTER LINE OF THE MAIN LINE OF THE S.P. R.R.  DRILLED IN A
 CE0291'LARGE BOULDER IN ROCK OUT CROP, BETWEEN THE TWO TRACKS.  ABOUT 500 FT.
 CE0291'FT. E. OF THE E. APPROACH OF THE SLAG DUMP OF THE AMERICAN SMELTING
 CE0291'AND REFINING CO.
 CE0291
 CE0291                          STATION RECOVERY (1955)
 CE0291
 CE0291'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1955
 CE0291'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0522 ***********************************************************************
 DS0522  DESIGNATION -  A 49
 DS0522  PID         -  DS0522
 DS0522  STATE/COUNTY-  NM/SOCORRO
 DS0522  USGS QUAD   -  SHANNON CANYON (1981)
 DS0522
 DS0522                         *CURRENT SURVEY CONTROL
 DS0522  ___________________________________________________________________
 DS0522* NAD 83(1986)-  33 14 14.     (N)    106 49 18.     (W)     SCALED    
 DS0522* NAVD 88     -      1723.071  (meters)    5653.11   (feet)  ADJUSTED  
 DS0522  ___________________________________________________________________
 DS0522  GEOID HEIGHT-         -22.33  (meters)                     GEOID03
 DS0522  DYNAMIC HT  -        1720.506 (meters)    5644.69  (feet)  COMP
 DS0522  MODELED GRAV-     979,086.7   (mgal)                       NAVD 88
 DS0522
 DS0522  VERT ORDER  -  SECOND    CLASS 0
 DS0522
 DS0522.The horizontal coordinates were scaled from a topographic map and have
 DS0522.an estimated accuracy of +/- 6 seconds.
 DS0522
 DS0522.The orthometric height was determined by differential leveling
 DS0522.and adjusted by the National Geodetic Survey in June 1991..
 DS0522
 DS0522.The geoid height was determined by GEOID03.
 DS0522
 DS0522.The dynamic height is computed by dividing the NAVD 88
 DS0522.geopotential number by the normal gravity value computed on the
 DS0522.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0522.degrees latitude (g = 980.6199 gals.).
 DS0522
 DS0522.The modeled gravity was interpolated from observed gravity values.
 DS0522
 DS0522;                    North         East    Units  Estimated Accuracy
 DS0522;SPC NM C     -   248,200.      446,720.      MT  (+/- 180 meters Scaled)
 DS0522
 DS0522                          SUPERSEDED SURVEY CONTROL
 DS0522
 DS0522  NGVD 29 (??/??/92) 1722.367  (m)         5650.80   (f) ADJ UNCH    2 0
 DS0522
 DS0522.Superseded values are not recommended for survey control.
 DS0522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0522.See file dsdata.txt to determine how the superseded data were derived.
 DS0522
 DS0522_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS302790(NAD 83)
 DS0522_MARKER: DB = BENCH MARK DISK
 DS0522_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0522_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0522_STAMPING: A 49 1934
 DS0522_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0522+STABILITY: SURFACE MOTION
 DS0522
 DS0522  HISTORY     - Date     Condition        Report By
 DS0522  HISTORY     - 1934     MONUMENTED       CGS
 DS0522  HISTORY     - 1953     GOOD             NGS
 DS0522  HISTORY     - 1969     GOOD             NGS
 DS0522
 DS0522                          STATION DESCRIPTION
 DS0522
 DS0522'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 DS0522'12.6 MI E FROM ENGLE.
 DS0522'12.6 MILES EAST ALONG ABANDONED NEW MEXICO STATE HIGHWAY 52 FROM THE
 DS0522'ATCHISON, TOPEKA AND SANTA FE RAILWAY STATION AT ENGLE, 1.3 MILES
 DS0522'SOUTHWEST OF THE L.B. JOHNSON AND SONS HALF MOON SHEEP RANCH, 0.25
 DS0522'MILE SOUTHWEST OF A FENCE, 26 FEET SOUTHEAST OF THE CENTER LINE OF THE
 DS0522'HIGHWAY, 1.0 FOOT SOUTHEAST OF A REFERENCE POST, AND SET IN THE TOP OF
 DS0522'A CONCRETE POST PROJECTING 0.9 FOOT ABOVE THE GROUND.
 DS0522
 DS0522                          STATION RECOVERY (1969)
 DS0522
 DS0522'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 DS0522'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0254 ***********************************************************************
 EP0254  DESIGNATION -  A 5
 EP0254  PID         -  EP0254
 EP0254  STATE/COUNTY-  NM/TORRANCE
 EP0254  USGS QUAD   -  TEJON (1978)
 EP0254
 EP0254                         *CURRENT SURVEY CONTROL
 EP0254  ___________________________________________________________________
 EP0254* NAD 83(1986)-  34 37 02.     (N)    105 21 55.     (W)     SCALED    
 EP0254* NAVD 88     -      1897.283  (meters)    6224.67   (feet)  ADJUSTED  
 EP0254  ___________________________________________________________________
 EP0254  GEOID HEIGHT-         -20.22  (meters)                     GEOID03
 EP0254  DYNAMIC HT  -        1894.606 (meters)    6215.89  (feet)  COMP
 EP0254  MODELED GRAV-     979,156.1   (mgal)                       NAVD 88
 EP0254
 EP0254  VERT ORDER  -  FIRST     CLASS II
 EP0254
 EP0254.The horizontal coordinates were scaled from a topographic map and have
 EP0254.an estimated accuracy of +/- 6 seconds.
 EP0254
 EP0254.The orthometric height was determined by differential leveling
 EP0254.and adjusted by the National Geodetic Survey in June 1991..
 EP0254
 EP0254.The geoid height was determined by GEOID03.
 EP0254
 EP0254.The dynamic height is computed by dividing the NAVD 88
 EP0254.geopotential number by the normal gravity value computed on the
 EP0254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EP0254.degrees latitude (g = 980.6199 gals.).
 EP0254
 EP0254.The modeled gravity was interpolated from observed gravity values.
 EP0254
 EP0254;                    North         East    Units  Estimated Accuracy
 EP0254;SPC NM C     -   401,470.      581,130.      MT  (+/- 180 meters Scaled)
 EP0254
 EP0254                          SUPERSEDED SURVEY CONTROL
 EP0254
 EP0254  NGVD 29 (??/??/92) 1896.472  (m)         6222.01   (f) ADJ UNCH    1 2
 EP0254
 EP0254.Superseded values are not recommended for survey control.
 EP0254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EP0254.See file dsdata.txt to determine how the superseded data were derived.
 EP0254
 EP0254_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDU665306(NAD 83)
 EP0254_MARKER: DB = BENCH MARK DISK
 EP0254_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EP0254_SP_SET: ABUTMENT
 EP0254_STAMPING: A 5 1911
 EP0254_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EP0254
 EP0254  HISTORY     - Date     Condition        Report By
 EP0254  HISTORY     - 1911     MONUMENTED       CGS
 EP0254  HISTORY     - 1958     GOOD             NGS
 EP0254
 EP0254                          STATION DESCRIPTION
 EP0254
 EP0254'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 EP0254'5.65 MI SE FROM ENCINO.
 EP0254'ABOUT 5.65 MILES SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 EP0254'RAILWAY FROM THE STATION AT ENCINO, 3 POLES WEST OF MILEPOST 798, IN
 EP0254'THE TOP OF THE NORTH END OF THE EAST CONCRETE ABUTMENT OF A STEEL
 EP0254'GIRDER BRIDGE, 6 FEET NORTH OF THE NORTH RAIL, 3 POLES EAST OF THE
 EP0254'SECTION FOREMANS HOUSE AT CARNERO SIDING, 4 INCHES BELOW THE TOP OF A
 EP0254'PLANK CATWALK WITH A 4-INCH HOLE OVER THE DISK, AND ABOUT 2 FEET BELOW
 EP0254'THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0033 ***********************************************************************
 DS0033  DESIGNATION -  A 50
 DS0033  PID         -  DS0033
 DS0033  STATE/COUNTY-  NM/SOCORRO
 DS0033  USGS QUAD   -  GARDEN SPRING CANYON (1982)
 DS0033
 DS0033                         *CURRENT SURVEY CONTROL
 DS0033  ___________________________________________________________________
 DS0033* NAD 83(1986)-  33 50 24.     (N)    106 17 07.     (W)     SCALED    
 DS0033* NAVD 88     -      1866.737  (meters)    6124.45   (feet)  ADJUSTED  
 DS0033  ___________________________________________________________________
 DS0033  GEOID HEIGHT-         -21.01  (meters)                     GEOID03
 DS0033  DYNAMIC HT  -        1863.974 (meters)    6115.39  (feet)  COMP
 DS0033  MODELED GRAV-     979,089.4   (mgal)                       NAVD 88
 DS0033
 DS0033  VERT ORDER  -  FIRST     CLASS II
 DS0033
 DS0033.The horizontal coordinates were scaled from a topographic map and have
 DS0033.an estimated accuracy of +/- 6 seconds.
 DS0033
 DS0033.The orthometric height was determined by differential leveling
 DS0033.and adjusted by the National Geodetic Survey in June 1991..
 DS0033.WARNING-Repeat measurements at this control monument indicate possible
 DS0033.vertical movement.
 DS0033
 DS0033.The geoid height was determined by GEOID03.
 DS0033
 DS0033.The dynamic height is computed by dividing the NAVD 88
 DS0033.geopotential number by the normal gravity value computed on the
 DS0033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0033.degrees latitude (g = 980.6199 gals.).
 DS0033
 DS0033.The modeled gravity was interpolated from observed gravity values.
 DS0033
 DS0033;                    North         East    Units  Estimated Accuracy
 DS0033;SPC NM C     -   314,910.      496,740.      MT  (+/- 180 meters Scaled)
 DS0033
 DS0033                          SUPERSEDED SURVEY CONTROL
 DS0033
 DS0033  NGVD 29 (??/??/92) 1865.964  (m)         6121.92   (f) ADJ UNCH    1 2
 DS0033
 DS0033.Superseded values are not recommended for survey control.
 DS0033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0033.See file dsdata.txt to determine how the superseded data were derived.
 DS0033
 DS0033_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT810451(NAD 83)
 DS0033_MARKER: DB = BENCH MARK DISK
 DS0033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0033_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0033_STAMPING: A 50 1934
 DS0033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0033+STABILITY: SURFACE MOTION
 DS0033
 DS0033  HISTORY     - Date     Condition        Report By
 DS0033  HISTORY     - 1934     MONUMENTED       CGS
 DS0033  HISTORY     - 1969     GOOD             NGS
 DS0033
 DS0033                          STATION DESCRIPTION
 DS0033
 DS0033'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 DS0033'34.65 MI E FROM SAN ANTONIO.
 DS0033'ABOUT 34.65 MILES EAST ALONG U.S. HIGHWAY 380 FROM THE POST OFFICE AT
 DS0033'SAN ANTONIO, OR ABOUT 0.45 MILE NORTH ALONG THE SOUTHERN PACIFIC
 DS0033'COMPANY RAILROAD FROM THE STATION AT CARRIZOZO, THENCE 29.85 MILES
 DS0033'NORTHWEST ALONG U.S. HIGHWAY 380, 0.25 MILE SOUTHEAST OF WHITES STORE
 DS0033'AND ENCO SERVICE STATION, 125 YARDS NORTHWEST OF THE NORTHWEST END OF
 DS0033'A CUT FOR THE HIGHWAY, 38 FEET NORTHEAST OF THE CENTER LINE OF THE
 DS0033'HIGHWAY, 64 FEET SOUTHWEST OF THE NORTHEAST RIGHT-OF-WAY FENCE FOR THE
 DS0033'HIGHWAY, 1.0 FOOT NORTHEAST OF A METAL WITNESS POST, ABOUT 2 FEET
 DS0033'BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 DS0033'WHICH PROJECTS 3 INCHES ABOVE THE SURFACE OF THE GROUND.  SEC 26, T
 DS0033'5S, R 6E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0594 ***********************************************************************
 DR0594  DESIGNATION -  A 51
 DR0594  PID         -  DR0594
 DR0594  STATE/COUNTY-  NM/LINCOLN
 DR0594  USGS QUAD   -  SAN PATRICIO (1989)
 DR0594
 DR0594                         *CURRENT SURVEY CONTROL
 DR0594  ___________________________________________________________________
 DR0594* NAD 83(1986)-  33 28 38.     (N)    105 21 36.     (W)     SCALED    
 DR0594* NAVD 88     -      1715.630  (meters)    5628.70   (feet)  ADJUSTED  
 DR0594  ___________________________________________________________________
 DR0594  GEOID HEIGHT-         -20.30  (meters)                     GEOID03
 DR0594  DYNAMIC HT  -        1713.095 (meters)    5620.38  (feet)  COMP
 DR0594  MODELED GRAV-     979,097.7   (mgal)                       NAVD 88
 DR0594
 DR0594  VERT ORDER  -  SECOND    CLASS 0
 DR0594
 DR0594.The horizontal coordinates were scaled from a topographic map and have
 DR0594.an estimated accuracy of +/- 6 seconds.
 DR0594
 DR0594.The orthometric height was determined by differential leveling
 DR0594.and adjusted by the National Geodetic Survey in June 1991..
 DR0594
 DR0594.The geoid height was determined by GEOID03.
 DR0594
 DR0594.The dynamic height is computed by dividing the NAVD 88
 DR0594.geopotential number by the normal gravity value computed on the
 DR0594.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0594.degrees latitude (g = 980.6199 gals.).
 DR0594
 DR0594.The modeled gravity was interpolated from observed gravity values.
 DR0594
 DR0594;                    North         East    Units  Estimated Accuracy
 DR0594;SPC NM C     -   275,030.      582,720.      MT  (+/- 180 meters Scaled)
 DR0594
 DR0594                          SUPERSEDED SURVEY CONTROL
 DR0594
 DR0594  NGVD 29 (??/??/92) 1714.934  (m)         5626.41   (f) ADJ UNCH    2 0
 DR0594
 DR0594.Superseded values are not recommended for survey control.
 DR0594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0594.See file dsdata.txt to determine how the superseded data were derived.
 DR0594
 DR0594_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDT665042(NAD 83)
 DR0594_MARKER: DB = BENCH MARK DISK
 DR0594_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR0594_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DR0594_STAMPING: A-51 1934
 DR0594_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR0594+STABILITY: SURFACE MOTION
 DR0594
 DR0594  HISTORY     - Date     Condition        Report By
 DR0594  HISTORY     - 1934     MONUMENTED       CGS
 DR0594  HISTORY     - 1961     MARK NOT FOUND   USGS
 DR0594
 DR0594                          STATION DESCRIPTION
 DR0594
 DR0594'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DR0594'1.9 MI E FROM LINCOLN.
 DR0594'1.9 MI EAST ON US HWY NO. 380 25 FEET NORTH OF THE CENTERLINE OF THE
 DR0594'HIGHWAY, AND 2 FEET NORTH OF A FENCE LINE.
 DR0594
 DR0594                          STATION RECOVERY (1961)
 DR0594
 DR0594'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 DR0594'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0366 ***********************************************************************
 FO0366  DESIGNATION -  A 51
 FO0366  PID         -  FO0366
 FO0366  STATE/COUNTY-  NM/BERNALILLO
 FO0366  USGS QUAD   -  ALBUQUERQUE EAST (1990)
 FO0366
 FO0366                         *CURRENT SURVEY CONTROL
 FO0366  ___________________________________________________________________
 FO0366* NAD 83(1986)-  35 04 28.     (N)    106 33 24.     (W)     SCALED    
 FO0366* NAVD 88     -      1636.774  (meters)    5369.98   (feet)  ADJUSTED  
 FO0366  ___________________________________________________________________
 FO0366  GEOID HEIGHT-         -20.82  (meters)                     GEOID03
 FO0366  DYNAMIC HT  -        1634.529 (meters)    5362.62  (feet)  COMP
 FO0366  MODELED GRAV-     979,205.6   (mgal)                       NAVD 88
 FO0366
 FO0366  VERT ORDER  -  FIRST     CLASS II
 FO0366
 FO0366.The horizontal coordinates were scaled from a topographic map and have
 FO0366.an estimated accuracy of +/- 6 seconds.
 FO0366
 FO0366.The orthometric height was determined by differential leveling
 FO0366.and adjusted by the National Geodetic Survey in June 1991..
 FO0366
 FO0366.The geoid height was determined by GEOID03.
 FO0366
 FO0366.The dynamic height is computed by dividing the NAVD 88
 FO0366.geopotential number by the normal gravity value computed on the
 FO0366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0366.degrees latitude (g = 980.6199 gals.).
 FO0366
 FO0366.The modeled gravity was interpolated from observed gravity values.
 FO0366
 FO0366;                    North         East    Units  Estimated Accuracy
 FO0366;SPC NM C     -   451,880.      472,030.      MT  (+/- 180 meters Scaled)
 FO0366
 FO0366                          SUPERSEDED SURVEY CONTROL
 FO0366
 FO0366  NGVD 29 (??/??/92) 1635.949  (m)         5367.28   (f) ADJ UNCH    1 2
 FO0366
 FO0366.Superseded values are not recommended for survey control.
 FO0366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0366.See file dsdata.txt to determine how the superseded data were derived.
 FO0366
 FO0366_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU580824(NAD 83)
 FO0366_MARKER: DD = SURVEY DISK
 FO0366_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FO0366_SP_SET: CURB
 FO0366_STAMPING: BM A 51
 FO0366_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FO0366
 FO0366  HISTORY     - Date     Condition        Report By
 FO0366  HISTORY     - UNK      MONUMENTED       LOCSUR
 FO0366  HISTORY     - 1951     GOOD             NGS
 FO0366  HISTORY     - 1954     GOOD             NGS
 FO0366
 FO0366                          STATION DESCRIPTION
 FO0366
 FO0366'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 FO0366'4.45 MI E FROM ALBUQUERQUE.
 FO0366'4.45 MILES EAST ALONG EAST CENTRAL AVENUE FROM THE EAST CENTRAL AVENUE
 FO0366'VIADUCT AT ALBUQUERQUE, AT ITS INTERSECTION WITH MESA VERDE AVENUE, AT
 FO0366'THE NORTHEAST CORNER OF A LARGE SAFEWAY STORE, 51 FEET SOUTH OF THE
 FO0366'CENTER LINE OF EAST CENTRAL AVENUE, 26 FEET WEST OF THE CENTER LINE OF
 FO0366'MESA VERDE AVENUE, 9.6 FEET EAST OF THE NORTHEAST CORNER OF THE STORE
 FO0366'BUILDING, SET IN THE TOP OF THE WEST CURB OF MESA VERDE AVENUE. NOTE--
 FO0366'MESA VERDE AVENUE HAS BEEN CHANGED TO TENNESSEE STREET
 FO0366
 FO0366                          STATION RECOVERY (1954)
 FO0366
 FO0366'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 FO0366'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0034 ***********************************************************************
 EQ0034  DESIGNATION -  A 52
 EQ0034  PID         -  EQ0034
 EQ0034  STATE/COUNTY-  NM/TORRANCE
 EQ0034  USGS QUAD   -  MOUNTAINAIR NE (1986)
 EQ0034
 EQ0034                         *CURRENT SURVEY CONTROL
 EQ0034  ___________________________________________________________________
 EQ0034* NAD 83(1986)-  34 41 52.     (N)    106 03 20.     (W)     SCALED    
 EQ0034* NAVD 88     -      1864.800  (meters)    6118.10   (feet)  ADJUSTED  
 EQ0034  ___________________________________________________________________
 EQ0034  GEOID HEIGHT-         -19.80  (meters)                     GEOID03
 EQ0034  DYNAMIC HT  -        1862.156 (meters)    6109.42  (feet)  COMP
 EQ0034  MODELED GRAV-     979,150.9   (mgal)                       NAVD 88
 EQ0034
 EQ0034  VERT ORDER  -  SECOND    CLASS 0
 EQ0034
 EQ0034.The horizontal coordinates were scaled from a topographic map and have
 EQ0034.an estimated accuracy of +/- 6 seconds.
 EQ0034
 EQ0034.The orthometric height was determined by differential leveling
 EQ0034.and adjusted by the National Geodetic Survey in June 1991..
 EQ0034
 EQ0034.The geoid height was determined by GEOID03.
 EQ0034
 EQ0034.The dynamic height is computed by dividing the NAVD 88
 EQ0034.geopotential number by the normal gravity value computed on the
 EQ0034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0034.degrees latitude (g = 980.6199 gals.).
 EQ0034
 EQ0034.The modeled gravity was interpolated from observed gravity values.
 EQ0034
 EQ0034;                    North         East    Units  Estimated Accuracy
 EQ0034;SPC NM C     -   410,070.      517,810.      MT  (+/- 180 meters Scaled)
 EQ0034
 EQ0034                          SUPERSEDED SURVEY CONTROL
 EQ0034
 EQ0034  NGVD 29 (??/??/92) 1863.971  (m)         6115.38   (f) ADJ UNCH    2 0
 EQ0034
 EQ0034.Superseded values are not recommended for survey control.
 EQ0034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0034.See file dsdata.txt to determine how the superseded data were derived.
 EQ0034
 EQ0034_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDU033400(NAD 83)
 EQ0034_MARKER: DB = BENCH MARK DISK
 EQ0034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EQ0034_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EQ0034_STAMPING: A 52 1934
 EQ0034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EQ0034+STABILITY: SURFACE MOTION
 EQ0034
 EQ0034  HISTORY     - Date     Condition        Report By
 EQ0034  HISTORY     - 1934     MONUMENTED       CGS
 EQ0034  HISTORY     - 1954     GOOD             USGS
 EQ0034
 EQ0034                          STATION DESCRIPTION
 EQ0034
 EQ0034'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 EQ0034'4.2 MI S FROM ESTANCIA.
 EQ0034'ESTANCIA, ATCHISON TOPEKA AND SANTA FE RAILWAY STATION, 4.2 MILES S.
 EQ0034'FROM ALONG THE RAILROAD.  APPROXIMATELY 1600 FT. N. OF THE N. END OF A
 EQ0034'CURVE TO THE S.E.  45 FT. E. OF THE CENTERLINE OF THE TRACK.  IN A
 EQ0034'CONCRETE POST.  STANDARD U.S.C. AND G.S. DISK STAMPED A 52 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0194 ***********************************************************************
 FO0194  DESIGNATION -  A 53 RESET
 FO0194  PID         -  FO0194
 FO0194  STATE/COUNTY-  NM/TORRANCE
 FO0194  USGS QUAD   -  MORIARTY NORTH (1986)
 FO0194
 FO0194                         *CURRENT SURVEY CONTROL
 FO0194  ___________________________________________________________________
 FO0194* NAD 83(1986)-  35 01 33.     (N)    106 06 09.     (W)     SCALED    
 FO0194* NAVD 88     -      1921.13   (meters)    6302.9    (feet)  RESET     
 FO0194  ___________________________________________________________________
 FO0194  GEOID HEIGHT-         -19.45  (meters)                     GEOID03
 FO0194
 FO0194  VERT ORDER  -  THIRD
 FO0194
 FO0194.The horizontal coordinates were scaled from a topographic map and have
 FO0194.an estimated accuracy of +/- 6 seconds.
 FO0194
 FO0194.The orthometric height was computed from unverified reset data.
 FO0194
 FO0194.The geoid height was determined by GEOID03.
 FO0194
 FO0194;                    North         East    Units  Estimated Accuracy
 FO0194;SPC NM C     -   446,450.      513,460.      MT  (+/- 180 meters Scaled)
 FO0194
 FO0194                          SUPERSEDED SURVEY CONTROL
 FO0194
 FO0194.No superseded survey control is available for this station.
 FO0194
 FO0194_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU994764(NAD 83)
 FO0194_MARKER: DD = SURVEY DISK
 FO0194_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FO0194_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FO0194_STAMPING: A 53 RESET 1953
 FO0194_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO0194+STABILITY: SURFACE MOTION
 FO0194
 FO0194  HISTORY     - Date     Condition        Report By
 FO0194  HISTORY     - 1953     MONUMENTED       MNHD
 FO0194  HISTORY     - 1982     MARK NOT FOUND   USGS
 FO0194
 FO0194                          STATION DESCRIPTION
 FO0194
 FO0194'DESCRIBED BY MN HIGHWAY DEPT 1953
 FO0194'4.1 MI NW FROM MORIARTY.
 FO0194'4.1 MILES NORTHWEST ALONG US HIGHWAY 66 FROM MORIARTY, TORRANCE
 FO0194'COUNTY, 100 FEET NORTHEAST OF THE CENTER OF THE INTERSECTION OF A
 FO0194'CROSS ROAD, 96 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 10 FEET
 FO0194'SOUTHEAST OF A FENCE CORNER, AND 2 FEET SOUTH OF THE FENCE.  A
 FO0194'STANDARD DISK, STAMPED A 53 RESET 1953 AND SET IN THE TOP OF A
 FO0194'CONCRETE POST.
 FO0194
 FO0194                          STATION RECOVERY (1982)
 FO0194
 FO0194'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 FO0194'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0587 ***********************************************************************
 GL0587  DESIGNATION -  A 54
 GL0587  PID         -  GL0587
 GL0587  STATE/COUNTY-  NM/UNION
 GL0587  USGS QUAD   -  TEXLINE NORTH (1970)
 GL0587
 GL0587                         *CURRENT SURVEY CONTROL
 GL0587  ___________________________________________________________________
 GL0587* NAD 83(1986)-  36 23 16.     (N)    103 02 29.     (W)     SCALED    
 GL0587* NAVD 88     -      1441.517  (meters)    4729.38   (feet)  ADJUSTED  
 GL0587  ___________________________________________________________________
 GL0587  GEOID HEIGHT-         -22.68  (meters)                     GEOID03
 GL0587  DYNAMIC HT  -        1439.828 (meters)    4723.84  (feet)  COMP
 GL0587  MODELED GRAV-     979,409.5   (mgal)                       NAVD 88
 GL0587
 GL0587  VERT ORDER  -  FIRST     CLASS II
 GL0587
 GL0587.The horizontal coordinates were scaled from a topographic map and have
 GL0587.an estimated accuracy of +/- 6 seconds.
 GL0587
 GL0587.The orthometric height was determined by differential leveling
 GL0587.and adjusted by the National Geodetic Survey in June 1991..
 GL0587
 GL0587.The geoid height was determined by GEOID03.
 GL0587
 GL0587.The dynamic height is computed by dividing the NAVD 88
 GL0587.geopotential number by the normal gravity value computed on the
 GL0587.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0587.degrees latitude (g = 980.6199 gals.).
 GL0587
 GL0587.The modeled gravity was interpolated from observed gravity values.
 GL0587
 GL0587;                    North         East    Units  Estimated Accuracy
 GL0587;SPC NM E     -   598,320.      280,910.      MT  (+/- 180 meters Scaled)
 GL0587
 GL0587                          SUPERSEDED SURVEY CONTROL
 GL0587
 GL0587  NGVD 29 (??/??/92) 1440.837  (m)         4727.15   (f) ADJ UNCH    1 2
 GL0587
 GL0587.Superseded values are not recommended for survey control.
 GL0587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0587.See file dsdata.txt to determine how the superseded data were derived.
 GL0587
 GL0587_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA756287(NAD 83)
 GL0587_MARKER: DB = BENCH MARK DISK
 GL0587_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0587_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0587_STAMPING: A 54 1934
 GL0587_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0587+STABILITY: SURFACE MOTION
 GL0587_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GL0587+SATELLITE: SATELLITE OBSERVATIONS - August 05, 2004
 GL0587
 GL0587  HISTORY     - Date     Condition        Report By
 GL0587  HISTORY     - 1934     MONUMENTED       CGS
 GL0587  HISTORY     - 1956     GOOD             NGS
 GL0587  HISTORY     - 20040805 GOOD             USPSQD
 GL0587
 GL0587                          STATION DESCRIPTION
 GL0587
 GL0587'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GL0587'9.5 MI SE FROM CLAYTON.
 GL0587'9.5 MILES SOUTHEAST ALONG THE COLORADO AND SOUTHERN RAILROAD FROM THE
 GL0587'STATION AT CLAYTON, 77.8 FEET NORTHWEST OF A NEW MEXICO AND TEXAS
 GL0587'STATE LINE MARKER, 47.6 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE
 GL0587'MAIN TRACK, 49.6 FEET SOUTHWEST OF THE CENTER LINE OF U.S. HIGHWAY 87,
 GL0587'3.2 FEET SOUTHEAST OF A COUNTY LINE MARKER, 5 POLES NORTHWEST OF
 GL0587'MILEPOST 454, 1.15 MILES NORTHWEST OF THE STATION AT TEXLINE, SET IN
 GL0587'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 GL0587
 GL0587                          STATION RECOVERY (2004)
 GL0587
 GL0587'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 GL0587'HAS A WOOD STAKE AND ORANGE TAPE 10 INCHES NORTH OF IT
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1076 ***********************************************************************
 GL1076  DESIGNATION -  A 55 RESET
 GL1076  PID         -  GL1076
 GL1076  STATE/COUNTY-  NM/UNION
 GL1076  USGS QUAD   -  LITTLE GRANDE (1972)
 GL1076
 GL1076                         *CURRENT SURVEY CONTROL
 GL1076  ___________________________________________________________________
 GL1076* NAD 83(1986)-  36 40 18.     (N)    103 46 54.     (W)     SCALED    
 GL1076* NAVD 88     -      1953.552  (meters)    6409.28   (feet)  ADJUSTED  
 GL1076  ___________________________________________________________________
 GL1076  GEOID HEIGHT-         -19.39  (meters)                     GEOID03
 GL1076  DYNAMIC HT  -        1951.121 (meters)    6401.30  (feet)  COMP
 GL1076  MODELED GRAV-     979,316.8   (mgal)                       NAVD 88
 GL1076
 GL1076  VERT ORDER  -  FIRST     CLASS II
 GL1076
 GL1076.The horizontal coordinates were scaled from a topographic map and have
 GL1076.an estimated accuracy of +/- 6 seconds.
 GL1076
 GL1076.The orthometric height was determined by differential leveling
 GL1076.and adjusted by the National Geodetic Survey in June 1991..
 GL1076
 GL1076.The geoid height was determined by GEOID03.
 GL1076
 GL1076.The dynamic height is computed by dividing the NAVD 88
 GL1076.geopotential number by the normal gravity value computed on the
 GL1076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL1076.degrees latitude (g = 980.6199 gals.).
 GL1076
 GL1076.The modeled gravity was interpolated from observed gravity values.
 GL1076
 GL1076;                    North         East    Units  Estimated Accuracy
 GL1076;SPC NM E     -   629,190.      214,310.      MT  (+/- 180 meters Scaled)
 GL1076
 GL1076                          SUPERSEDED SURVEY CONTROL
 GL1076
 GL1076  NGVD 29 (??/??/92) 1952.610  (m)         6406.19   (f) ADJ UNCH    1 2
 GL1076
 GL1076.Superseded values are not recommended for survey control.
 GL1076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1076.See file dsdata.txt to determine how the superseded data were derived.
 GL1076
 GL1076_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA088591(NAD 83)
 GL1076_MARKER: DB = BENCH MARK DISK
 GL1076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL1076_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL1076_STAMPING: A 55 RESET 1934 1955
 GL1076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL1076+STABILITY: SURFACE MOTION
 GL1076_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GL1076+SATELLITE: SATELLITE OBSERVATIONS - August 10, 2005
 GL1076
 GL1076  HISTORY     - Date     Condition        Report By
 GL1076  HISTORY     - 1955     MONUMENTED       CGS
 GL1076  HISTORY     - 1971     GOOD             NGS
 GL1076  HISTORY     - 20040806 GOOD             USPSQD
 GL1076  HISTORY     - 20050810 GOOD             USPSQD
 GL1076
 GL1076                          STATION DESCRIPTION
 GL1076
 GL1076'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 GL1076'8.5 MI SSE FROM DES MOINES.
 GL1076'ABOUT 8-1/2 MILES SOUTH-SOUTHEAST ALONG U.S. HWYS 64 AND 87 FROM THE
 GL1076'POST OFFICE IN DES MOINES, 79 FEET WEST-SOUTHWEST OF THE CENTER OF
 GL1076'HIGHWAY, 71 FEET NORTHWEST OF THE CENTER OF A GRADED EAST-WEST ROAD,
 GL1076'64 FEET NORTH OF THE NORTH ONE OF 2 CONCRETE WHITE PILLARS, 3.6 FEET
 GL1076'NORTHWEST OF A METAL WITNESS POST AND 3 FEET WEST-SOUTHWEST OF
 GL1076'FENCE-LINE.  A STANDARD DISK, STAMPED A 55 RESET 1934 1955, SET IN THE
 GL1076'TOP OF A ROUND CONCRETE POST THAT IS ABOUT 4-INCHES BELOW THE SURFACE
 GL1076'OF THE GROUND.
 GL1076
 GL1076                          STATION RECOVERY (2004)
 GL1076
 GL1076'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 GL1076'RECOVERED IN GOOD CONDITION.
 GL1076
 GL1076                          STATION RECOVERY (2005)
 GL1076
 GL1076'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 GL1076'FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0018 ***********************************************************************
 GM0018  DESIGNATION -  A 56
 GM0018  PID         -  GM0018
 GM0018  STATE/COUNTY-  NM/COLFAX
 GM0018  USGS QUAD   -  CLIFTON HOUSE (1971)
 GM0018
 GM0018                         *CURRENT SURVEY CONTROL
 GM0018  ___________________________________________________________________
 GM0018* NAD 83(1986)-  36 48 41.     (N)    104 26 43.     (W)     SCALED    
 GM0018* NAVD 88     -      1939.171  (meters)    6362.10   (feet)  ADJUSTED  
 GM0018  ___________________________________________________________________
 GM0018  GEOID HEIGHT-         -18.47  (meters)                     GEOID03
 GM0018  DYNAMIC HT  -        1936.724 (meters)    6354.07  (feet)  COMP
 GM0018  MODELED GRAV-     979,300.4   (mgal)                       NAVD 88
 GM0018
 GM0018  VERT ORDER  -  FIRST     CLASS II
 GM0018
 GM0018.The horizontal coordinates were scaled from a topographic map and have
 GM0018.an estimated accuracy of +/- 6 seconds.
 GM0018
 GM0018.The orthometric height was determined by differential leveling
 GM0018.and adjusted by the National Geodetic Survey in June 1991..
 GM0018
 GM0018.The geoid height was determined by GEOID03.
 GM0018
 GM0018.The dynamic height is computed by dividing the NAVD 88
 GM0018.geopotential number by the normal gravity value computed on the
 GM0018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GM0018.degrees latitude (g = 980.6199 gals.).
 GM0018
 GM0018.The modeled gravity was interpolated from observed gravity values.
 GM0018
 GM0018;                    North         East    Units  Estimated Accuracy
 GM0018;SPC NM E     -   644,550.      155,010.      MT  (+/- 180 meters Scaled)
 GM0018
 GM0018                          SUPERSEDED SURVEY CONTROL
 GM0018
 GM0018.No superseded survey control is available for this station.
 GM0018
 GM0018_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEA494740(NAD 83)
 GM0018_MARKER: DB = BENCH MARK DISK
 GM0018_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GM0018_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GM0018_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GM0018+STABILITY: SURFACE MOTION
 GM0018
 GM0018  HISTORY     - Date     Condition        Report By
 GM0018  HISTORY     - UNK      MONUMENTED       CGS
 GM0018  HISTORY     - 1934     GOOD             NGS
 GM0018  HISTORY     - 1971     MARK NOT FOUND   USGS
 GM0018
 GM0018                          STATION DESCRIPTION
 GM0018
 GM0018'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GM0018'6.9 MI SE FROM RATON.
 GM0018'6.9 MILES SOUTH EAST OF RATON.  SET ON RIGHT OF A.T. AND S.FE R.R. 48
 GM0018'FT. NORTH OF CENTER LINE OF TRACK.  48 FT. EAST OF CENTER LINE OF N.
 GM0018'MEXICO (U.S.) HWY. NO. 64.  NOTE-- ROW HAS BEEN WIDENED.
 GM0018
 GM0018                          STATION RECOVERY (1971)
 GM0018
 GM0018'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 GM0018'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0419 ***********************************************************************
 GM0419  DESIGNATION -  A 58
 GM0419  PID         -  GM0419
 GM0419  STATE/COUNTY-  NM/TAOS
 GM0419  USGS QUAD   -  TAOS SW (1995)
 GM0419
 GM0419                         *CURRENT SURVEY CONTROL
 GM0419  ___________________________________________________________________
 GM0419* NAD 83(1986)-  36 20 08.     (N)    105 43 59.     (W)     SCALED    
 GM0419* NAVD 88     -      1866.921  (meters)    6125.06   (feet)  ADJUSTED  
 GM0419  ___________________________________________________________________
 GM0419  GEOID HEIGHT-         -17.94  (meters)                     GEOID03
 GM0419  DYNAMIC HT  -        1864.383 (meters)    6116.73  (feet)  COMP
 GM0419  MODELED GRAV-     979,207.5   (mgal)                       NAVD 88
 GM0419
 GM0419  VERT ORDER  -  FIRST     CLASS II
 GM0419
 GM0419.The horizontal coordinates were scaled from a topographic map and have
 GM0419.an estimated accuracy of +/- 6 seconds.
 GM0419
 GM0419.The orthometric height was determined by differential leveling
 GM0419.and adjusted by the National Geodetic Survey in June 1991..
 GM0419
 GM0419.The geoid height was determined by GEOID03.
 GM0419
 GM0419.The dynamic height is computed by dividing the NAVD 88
 GM0419.geopotential number by the normal gravity value computed on the
 GM0419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GM0419.degrees latitude (g = 980.6199 gals.).
 GM0419
 GM0419.The modeled gravity was interpolated from observed gravity values.
 GM0419
 GM0419;                    North         East    Units  Estimated Accuracy
 GM0419;SPC NM C     -   591,870.      546,410.      MT  (+/- 180 meters Scaled)
 GM0419
 GM0419                          SUPERSEDED SURVEY CONTROL
 GM0419
 GM0419.No superseded survey control is available for this station.
 GM0419
 GM0419_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDA342214(NAD 83)
 GM0419_MARKER: DB = BENCH MARK DISK
 GM0419_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GM0419_SP_SET: MONUMENT
 GM0419_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GM0419
 GM0419  HISTORY     - Date     Condition        Report By
 GM0419  HISTORY     - UNK      MONUMENTED       CGS
 GM0419  HISTORY     - 1934     GOOD             NGS
 GM0419  HISTORY     - 1964     MARK NOT FOUND   USGS
 GM0419
 GM0419                          STATION DESCRIPTION
 GM0419
 GM0419'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GM0419'7.5 MI SW FROM RANCHES OF TAOS.
 GM0419'7.5 MILES SOUTHWEST ALONG HWY. U. S. NO. 64 ON RIGHT OF WAY OF U.S.
 GM0419'HWY. NO. 64 27 FT. SOUTHEAST OF JUNCTION OF HWYS. U.S. NO. 64 AND NEW
 GM0419'MEXICO NO. 96 18 FT. EAST OF CENTER LINE OF U.S. NO. 64.
 GM0419
 GM0419                          STATION RECOVERY (1964)
 GM0419
 GM0419'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 GM0419'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0266 ***********************************************************************
 GN0266  DESIGNATION -  A 59
 GN0266  PID         -  GN0266
 GN0266  STATE/COUNTY-  NM/RIO ARRIBA
 GN0266  USGS QUAD   -  MONERO (1983)
 GN0266
 GN0266                         *CURRENT SURVEY CONTROL
 GN0266  ___________________________________________________________________
 GN0266* NAD 83(1992)-  36 54 00.67738(N)    106 47 57.80489(W)     ADJUSTED  
 GN0266* NAVD 88     -      2275.181  (meters)    7464.49   (feet)  ADJUSTED  
 GN0266  ___________________________________________________________________
 GN0266  LAPLACE CORR-           6.41  (seconds)                    DEFLEC99
 GN0266  GEOID HEIGHT-         -17.80  (meters)                     GEOID03
 GN0266  DYNAMIC HT  -        2272.074 (meters)    7454.30  (feet)  COMP
 GN0266  MODELED GRAV-     979,184.4   (mgal)                       NAVD 88
 GN0266
 GN0266  HORZ ORDER  -  SECOND
 GN0266  VERT ORDER  -  FIRST     CLASS II
 GN0266
 GN0266.The horizontal coordinates were established by classical geodetic methods
 GN0266.and adjusted by the National Geodetic Survey in December 1993..
 GN0266
 GN0266.The orthometric height was determined by differential leveling
 GN0266.and adjusted by the National Geodetic Survey in June 1991..
 GN0266
 GN0266.The Laplace correction was computed from DEFLEC99 derived deflections.
 GN0266
 GN0266.The geoid height was determined by GEOID03.
 GN0266
 GN0266.The dynamic height is computed by dividing the NAVD 88
 GN0266.geopotential number by the normal gravity value computed on the
 GN0266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GN0266.degrees latitude (g = 980.6199 gals.).
 GN0266
 GN0266.The modeled gravity was interpolated from observed gravity values.
 GN0266
 GN0266;                    North         East     Units Scale Factor Converg.
 GN0266;SPC NM C     -   654,535.360   451,038.695   MT  0.99992952   -0 19 47.5
 GN0266;SPC NM C     - 2,147,421.43  1,479,782.79   sFT  0.99992952   -0 19 47.5
 GN0266;SPC CO S     -   331,523.804   798,584.727   MT  1.00007715   -0 47 49.3
 GN0266;SPC CO S     - 1,087,674.35  2,620,023.39   sFT  1.00007715   -0 47 49.3
 GN0266;UTM  13      - 4,085,311.822   339,680.883   MT  0.99991664   -1 04 50.3
 GN0266
 GN0266!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GN0266!SPC NM C     -   0.99964587  x   0.99992952  =   0.99957541
 GN0266!SPC CO S     -   0.99964587  x   1.00007715  =   0.99972299
 GN0266!UTM  13      -   0.99964587  x   0.99991664  =   0.99956254
 GN0266
 GN0266                          SUPERSEDED SURVEY CONTROL
 GN0266
 GN0266  NAD 83(1992)-  36 54 00.67920(N)    106 47 57.80589(W) AD(       ) 2
 GN0266  NAD 83(1986)-  36 54 00.67837(N)    106 47 57.80863(W) AD(       ) 2
 GN0266  NAD 27      -  36 54 00.63423(N)    106 47 55.67811(W) AD(       ) 2
 GN0266  NGVD 29 (??/??/92) 2273.782  (m)         7459.90   (f) ADJ UNCH    1 2
 GN0266
 GN0266.Superseded values are not recommended for survey control.
 GN0266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0266.See file dsdata.txt to determine how the superseded data were derived.
 GN0266
 GN0266_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCA3968185312(NAD 83)
 GN0266_MARKER: DB = BENCH MARK DISK
 GN0266_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GN0266_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GN0266_STAMPING: A 59 1934
 GN0266_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GN0266+STABILITY: SURFACE MOTION
 GN0266
 GN0266  HISTORY     - Date     Condition        Report By
 GN0266  HISTORY     - 1934     MONUMENTED       CGS
 GN0266  HISTORY     - 1961     GOOD             CGS
 GN0266  HISTORY     - 1961     GOOD             NGS
 GN0266  HISTORY     - 1978     GOOD             USGS
 GN0266
 GN0266                          STATION DESCRIPTION
 GN0266
 GN0266'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GN0266'10 MI E FROM LUMBERTON.
 GN0266'10 MILES EAST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD FROM
 GN0266'LUMBERTON, RIO ARRIBA COUNTY, 28 FEET SOUTHEAST OF THE SOUTHEAST RAIL
 GN0266'OF THE RAILROAD, 0.4 MILE SOUTHWEST OF THE JUNCTION OF U.S. HIGHWAY 84
 GN0266'AND STATE HIGHWAY 17, 36 FEET NORTHEAST OF THE CENTERLINE OF THE
 GN0266'HIGHWAY, AND 30 FEET SOUTH OF THE CENTERLINE OF THE TRACK.  A STANDARD
 GN0266'DISK, STAMPED A 59 1934 AND SET IN THE TOP OF A CONCRETE POST.
 GN0266
 GN0266                          STATION RECOVERY (1961)
 GN0266
 GN0266'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (HWK)
 GN0266'12 MILES WEST OF CHAMA, 8 MILES EAST OF LUMBERTON AND 0.4 MILE
 GN0266'SOUTHWEST OF THE JUNCTION OF U.S. HIGHWAY 84 AND STATE HIGHWAY
 GN0266'17, ON THE PROPERTY OF MR. GONZALO GONZALIS.
 GN0266'
 GN0266'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION BIGGS,
 GN0266'DISTANCE BEING 415.84 FEET (126.748 METERS) SOUTH OF STATION
 GN0266'BIGGS.  THE MARK IS A STANDARD U.S. COAST AND GEODETIC SURVEY
 GN0266'BENCH MARK STAMPED A 59 1934, IS SET IN SQUARE CONCRETE POST
 GN0266'WHICH PROJECTS 5 INCHES.  IT IS 28 FEET SOUTHEAST OF THE
 GN0266'SOUTHEAST RAIL OF THE RAILROAD.
 GN0266
 GN0266                          STATION RECOVERY (1961)
 GN0266
 GN0266'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 GN0266'RECOVERED IN GOOD CONDITION.
 GN0266
 GN0266                          STATION RECOVERY (1978)
 GN0266
 GN0266'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 GN0266'LUMBERTON, 10 MILES EAST OF, ALONG THE DISMANTLED DENVER, RIO GRANDE
 GN0266'AND WESTERN RAILROAD, 0.4 MILES SOUTHWEST OF US HIGHWAY 64 JUNCTION
 GN0266'WITH US HIGHWAY 84, APPROXIMATELY 100 FT. SOUTH OF US 64, AT THE
 GN0266'SOUTH END OF A LOW RIDGE, 30 FT. SOUTH OF CENTERLINE OF OLD RAILWAY
 GN0266'BED, IN A CONCRETE POST PROJECTING 0.1 FT. ABOVE GROUND. A STANDARD
 GN0266'TABLET STAMPED A-59 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0545 ***********************************************************************
 DS0545  DESIGNATION -  A 6
 DS0545  PID         -  DS0545
 DS0545  STATE/COUNTY-  NM/SIERRA
 DS0545  USGS QUAD   -  SALINAS PEAK NW (1981)
 DS0545
 DS0545                         *CURRENT SURVEY CONTROL
 DS0545  ___________________________________________________________________
 DS0545* NAD 83(1986)-  33 23 44.     (N)    106 40 27.     (W)     SCALED    
 DS0545* NAVD 88     -      1563.922  (meters)    5130.97   (feet)  ADJUSTED  
 DS0545  ___________________________________________________________________
 DS0545  GEOID HEIGHT-         -22.31  (meters)                     GEOID03
 DS0545  DYNAMIC HT  -        1561.645 (meters)    5123.50  (feet)  COMP
 DS0545  MODELED GRAV-     979,125.9   (mgal)                       NAVD 88
 DS0545
 DS0545  VERT ORDER  -  SECOND    CLASS 0
 DS0545
 DS0545.The horizontal coordinates were scaled from a topographic map and have
 DS0545.an estimated accuracy of +/- 6 seconds.
 DS0545
 DS0545.The orthometric height was determined by differential leveling
 DS0545.and adjusted by the National Geodetic Survey in June 1991..
 DS0545
 DS0545.The geoid height was determined by GEOID03.
 DS0545
 DS0545.The dynamic height is computed by dividing the NAVD 88
 DS0545.geopotential number by the normal gravity value computed on the
 DS0545.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0545.degrees latitude (g = 980.6199 gals.).
 DS0545
 DS0545.The modeled gravity was interpolated from observed gravity values.
 DS0545
 DS0545;                    North         East    Units  Estimated Accuracy
 DS0545;SPC NM W     -   266,220.      937,840.      MT  (+/- 180 meters Scaled)
 DS0545
 DS0545                          SUPERSEDED SURVEY CONTROL
 DS0545
 DS0545  NGVD 29 (??/??/92) 1563.246  (m)         5128.75   (f) ADJ UNCH    2 0
 DS0545
 DS0545.Superseded values are not recommended for survey control.
 DS0545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0545.See file dsdata.txt to determine how the superseded data were derived.
 DS0545
 DS0545_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS442963(NAD 83)
 DS0545_MARKER: DD = SURVEY DISK
 DS0545_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0545_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0545_STAMPING: A-6 1956
 DS0545_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0545+STABILITY: SURFACE MOTION
 DS0545
 DS0545  HISTORY     - Date     Condition        Report By
 DS0545  HISTORY     - 1956     MONUMENTED       WSMR
 DS0545  HISTORY     - 1966     GOOD             NGS
 DS0545
 DS0545                          STATION DESCRIPTION
 DS0545
 DS0545'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 DS0545'30.9 MI S FROM STALLION RANGE CENTER.
 DS0545'ABOUT 0.35 MILE NORTHWEST ALONG WHITE SANDS MISSILE RANGE ROUTE 7 FROM
 DS0545'THE HEADQUARTERS BUILDING AT STALLION RANGE CENTER, THENCE 30.55 MILES
 DS0545'SOUTH ALONG WHITE SANDS MISSILE RANGE ROUTE 5, IN S 31, T 10 S R 3 E,
 DS0545'235 FEET EAST OF THE CENTER LINE OF THE ROAD, 96 FEET NORTHWEST OF A
 DS0545'SMALL CONCRETE BRIDGE NUMBER 3245, 1.3 FEET EAST OF A METAL WITNESS
 DS0545'POST, ABOUT 3 FEET ABOVE THE LEVEL OF THE ROAD, AND SET IN THE TOP OF
 DS0545'A CONCRETE POST PROJECTING 14 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0125 ***********************************************************************
 EQ0125  DESIGNATION -  A 6
 EQ0125  PID         -  EQ0125
 EQ0125  STATE/COUNTY-  NM/TORRANCE
 EQ0125  USGS QUAD   -  ABO (1972)
 EQ0125
 EQ0125                         *CURRENT SURVEY CONTROL
 EQ0125  ___________________________________________________________________
 EQ0125* NAD 83(1986)-  34 27 48.     (N)    106 19 05.     (W)     SCALED    
 EQ0125* NAVD 88     -      1877.021  (meters)    6158.19   (feet)  ADJUSTED  
 EQ0125  ___________________________________________________________________
 EQ0125  GEOID HEIGHT-         -20.10  (meters)                     GEOID03
 EQ0125  DYNAMIC HT  -        1874.300 (meters)    6149.27  (feet)  COMP
 EQ0125  MODELED GRAV-     979,118.9   (mgal)                       NAVD 88
 EQ0125
 EQ0125  VERT ORDER  -  FIRST     CLASS II
 EQ0125
 EQ0125.The horizontal coordinates were scaled from a topographic map and have
 EQ0125.an estimated accuracy of +/- 6 seconds.
 EQ0125
 EQ0125.The orthometric height was determined by differential leveling
 EQ0125.and adjusted by the National Geodetic Survey in June 1991..
 EQ0125
 EQ0125.The geoid height was determined by GEOID03.
 EQ0125
 EQ0125.The dynamic height is computed by dividing the NAVD 88
 EQ0125.geopotential number by the normal gravity value computed on the
 EQ0125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0125.degrees latitude (g = 980.6199 gals.).
 EQ0125
 EQ0125.The modeled gravity was interpolated from observed gravity values.
 EQ0125
 EQ0125;                    North         East    Units  Estimated Accuracy
 EQ0125;SPC NM C     -   384,050.      493,750.      MT  (+/- 180 meters Scaled)
 EQ0125
 EQ0125                          SUPERSEDED SURVEY CONTROL
 EQ0125
 EQ0125  NGVD 29 (??/??/92) 1876.171  (m)         6155.40   (f) ADJ UNCH    1 2
 EQ0125
 EQ0125.Superseded values are not recommended for survey control.
 EQ0125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0125.See file dsdata.txt to determine how the superseded data were derived.
 EQ0125
 EQ0125_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU789143(NAD 83)
 EQ0125_MARKER: P = PIPE CAP
 EQ0125_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EQ0125_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EQ0125_STAMPING: 6155.440
 EQ0125_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EQ0125
 EQ0125  HISTORY     - Date     Condition        Report By
 EQ0125  HISTORY     - UNK      MONUMENTED       CGS
 EQ0125  HISTORY     - 1958     GOOD             NGS
 EQ0125  HISTORY     - 1980     MARK NOT FOUND   NGS
 EQ0125
 EQ0125                          STATION DESCRIPTION
 EQ0125
 EQ0125'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 EQ0125'6.3 MI SW FROM MOUNTAINAIR.
 EQ0125'ABOUT 6.3 MILES SOUTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 EQ0125'RAILWAY FROM THE STATION AT MOUNTAINAIR, 56 FEET NORTHEAST OF THE 2ND
 EQ0125'POLE SOUTHWEST OF MILEPOST 862, AT THE ABO SIDING, 95 FEET SOUTHEAST
 EQ0125'OF THE SOUTHEAST RAIL OF THE MAIN TRACK, 4 1/2 RAILS SOUTHWEST OF THE
 EQ0125'SOUTHWEST END OF A CONCRETE CULVERT, 78 FEET SOUTHEAST OF THE
 EQ0125'SOUTHEAST RAIL OF THE CENTER ONE OF TWO SIDE TRACKS, 2 1/2 FEET
 EQ0125'NORTHWEST OF A FENCE, 1 1/2 FEET SOUTHWEST OF A WHITE WOODEN WITNESS
 EQ0125'POST, ABOUT 3 FEET BELOW THE LEVEL OF THE MAIN TRACK, AND ON THE TOP
 EQ0125'OF AN IRON PIPE PROJECTING 6 INCHES.
 EQ0125
 EQ0125                          STATION RECOVERY (1980)
 EQ0125
 EQ0125'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 EQ0125'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0224 ***********************************************************************
 ER0224  DESIGNATION -  A 64
 ER0224  PID         -  ER0224
 ER0224  STATE/COUNTY-  NM/CATRON
 ER0224  USGS QUAD   -  NELSON RESERVOIR NE (1968)
 ER0224
 ER0224                         *CURRENT SURVEY CONTROL
 ER0224  ___________________________________________________________________
 ER0224* NAD 83(1986)-  34 10 12.     (N)    109 02 06.     (W)     SCALED    
 ER0224* NAVD 88     -      2267.286  (meters)    7438.59   (feet)  ADJUSTED  
 ER0224  ___________________________________________________________________
 ER0224  GEOID HEIGHT-         -22.17  (meters)                     GEOID03
 ER0224  DYNAMIC HT  -        2263.756 (meters)    7427.01  (feet)  COMP
 ER0224  MODELED GRAV-     978,997.0   (mgal)                       NAVD 88
 ER0224
 ER0224  VERT ORDER  -  SECOND    CLASS 0
 ER0224
 ER0224.The horizontal coordinates were scaled from a topographic map and have
 ER0224.an estimated accuracy of +/- 6 seconds.
 ER0224
 ER0224.The orthometric height was determined by differential leveling
 ER0224.and adjusted by the National Geodetic Survey in June 1991..
 ER0224
 ER0224.The geoid height was determined by GEOID03.
 ER0224
 ER0224.The dynamic height is computed by dividing the NAVD 88
 ER0224.geopotential number by the normal gravity value computed on the
 ER0224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0224.degrees latitude (g = 980.6199 gals.).
 ER0224
 ER0224.The modeled gravity was interpolated from observed gravity values.
 ER0224
 ER0224;                    North         East    Units  Estimated Accuracy
 ER0224;SPC NM W     -   352,170.      719,210.      MT  (+/- 180 meters Scaled)
 ER0224
 ER0224                          SUPERSEDED SURVEY CONTROL
 ER0224
 ER0224  NGVD 29 (??/??/92) 2266.304  (m)         7435.37   (f) ADJ UNCH    2 0
 ER0224
 ER0224.Superseded values are not recommended for survey control.
 ER0224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0224.See file dsdata.txt to determine how the superseded data were derived.
 ER0224
 ER0224_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC811827(NAD 83)
 ER0224_MARKER: Z = SEE DESCRIPTION
 ER0224_SETTING: 0 = UNSPECIFIED SETTING
 ER0224_STAMPING: A 64 1934
 ER0224_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ER0224
 ER0224  HISTORY     - Date     Condition        Report By
 ER0224  HISTORY     - 1934     MONUMENTED       CGS
 ER0224
 ER0224                          STATION DESCRIPTION
 ER0224
 ER0224'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ER0224'15.2 MI E FROM SPRINGERVILLE, AZ.
 ER0224'IN CATRON COUNTY, NEW MEXICO, 15.2 MI EAST ALONG NEW U.S. HWY. 60 FROM
 ER0224'SPRINGERVILLE, APACHE COUNTY, ARIZONA, AT THE JUNCTION OF A DIRT ROAD
 ER0224'LEADING SOUTH TO AN ABANDONED RANCH, 45 FEET SOUTH EAST OF THE CENTER
 ER0224'LINE OF OLD U.S. HWY. 60, AND 130 FEET NORTHWEST OF NEW U.S. HWY. 60.
 ER0224'STAMPED A 64 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0022 ***********************************************************************
 ER0022  DESIGNATION -  A 65
 ER0022  PID         -  ER0022
 ER0022  STATE/COUNTY-  NM/CATRON
 ER0022  USGS QUAD   -  PIE TOWN (1967)
 ER0022
 ER0022                         *CURRENT SURVEY CONTROL
 ER0022  ___________________________________________________________________
 ER0022* NAD 83(1986)-  34 18 10.     (N)    108 09 00.     (W)     SCALED    
 ER0022* NAVD 88     -      2337.827  (meters)    7670.02   (feet)  READJUSTED
 ER0022  ___________________________________________________________________
 ER0022  GEOID HEIGHT-         -21.26  (meters)                     GEOID03
 ER0022  DYNAMIC HT  -        2334.150 (meters)    7657.96  (feet)  COMP
 ER0022  MODELED GRAV-     978,979.7   (mgal)                       NAVD 88
 ER0022
 ER0022  VERT ORDER  -  * READJUSTED, Code NC , SEE BELOW
 ER0022
 ER0022.The horizontal coordinates were scaled from a topographic map and have
 ER0022.an estimated accuracy of +/- 6 seconds.
 ER0022
 ER0022.The orthometric height was determined by differential leveling
 ER0022.and adjusted by the National Geodetic Survey in July 2002..
 ER0022.No vertical observational check was made to the station.
 ER0022.* This is a READJUSTED BENCH MARK height.  Code NC indicates the bench
 ER0022.mark was located on a no-check spur therefore a value was not computed.
 ER0022.The height was derived from older observations constrained to new
 ER0022.heights in a crustal motion area.  The height is approximate in
 ER0022.relation to other heights in its vicinity.
 ER0022
 ER0022.The geoid height was determined by GEOID03.
 ER0022
 ER0022.The dynamic height is computed by dividing the NAVD 88
 ER0022.geopotential number by the normal gravity value computed on the
 ER0022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0022.degrees latitude (g = 980.6199 gals.).
 ER0022
 ER0022.The modeled gravity was interpolated from observed gravity values.
 ER0022
 ER0022;                    North         East    Units  Estimated Accuracy
 ER0022;SPC NM W     -   366,290.      800,850.      MT  (+/- 180 meters Scaled)
 ER0022
 ER0022                          SUPERSEDED SURVEY CONTROL
 ER0022
 ER0022  NAVD 88 (06/15/91) 2337.809  (m)         7669.96   (f) UNKNOWN     2 0
 ER0022  NGVD 29 (??/??/92) 2336.809  (m)         7666.68   (f) ADJ UNCH    2 0
 ER0022
 ER0022.Superseded values are not recommended for survey control.
 ER0022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0022.See file dsdata.txt to determine how the superseded data were derived.
 ER0022
 ER0022_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYC622994(NAD 83)
 ER0022_MARKER: DB = BENCH MARK DISK
 ER0022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ER0022_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ER0022_STAMPING: A 65 1934
 ER0022_MARK LOGO: CGS   
 ER0022_MAGNETIC: N = NO MAGNETIC MATERIAL
 ER0022_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0022+STABILITY: SURFACE MOTION
 ER0022_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ER0022+SATELLITE: SATELLITE OBSERVATIONS - February 10, 1999
 ER0022
 ER0022  HISTORY     - Date     Condition        Report By
 ER0022  HISTORY     - 1934     MONUMENTED       CGS
 ER0022  HISTORY     - 19990210 GOOD             NGS
 ER0022
 ER0022                          STATION DESCRIPTION
 ER0022
 ER0022'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ER0022'0.8 MI W FROM PIE TOWN.
 ER0022'0.8 MILE WEST ALONG OLD U. S. HIGHWAY 60 FROM THE CRAIG AND KEELE
 ER0022'STORE AT PIE TOWN, CATRON COUNTY.  0.1 MILE WEST OF THE TOP OF THE
 ER0022'GRADE IN AN INDENTATION ON THE TOP OF A HILL, ON THE NORTH SLOPE, 30
 ER0022'FEET SOUTH OF THE CENTER LINE OF THE ROAD, 3 FEET EAST OF A WHITE
 ER0022'WOODEN WITNESS POST, AND ABOUT 2 FEET HIGHER THAN THE ROAD.  A
 ER0022'STANDARD DISK, STAMPED A 65 1934 AND SET IN THE TOP OF A CONCRETE
 ER0022'POST.
 ER0022
 ER0022                          STATION RECOVERY (1999)
 ER0022
 ER0022'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 ER0022'0.6 KM (0.35 MI) EASTERLY ALONG U.S.  HIGHWAY 60 FROM THE JUNCTION OF
 ER0022'STATE HIGHWAY 603 IN PIE TOWN, THENCE 0.1 KM (0.05 MI) SOUTHERLY ALONG
 ER0022'A GRAVELED ROAD, THENCE 1.8 KM (1.10 MI) WESTERLY ALONG A GRAVELED
 ER0022'ROAD, 10.7 M (35.1 FT) SOUTHWEST OF THE ROAD CENTER, 0.4 M (1.3 FT)
 ER0022'SOUTHEAST OF A METAL GUARD POST, 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE
 ER0022'ROAD, AND THE MONUMENT PROJECTS 0.2 M (0.7 FT) ABOVE THE GROUND
 ER0022'SURFACE.  NOTE--THE MONUMENT IS ON ROAD RIGHT-OF-WAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0318 ***********************************************************************
 FN0318  DESIGNATION -  A 66
 FN0318  PID         -  FN0318
 FN0318  STATE/COUNTY-  NM/SAN MIGUEL
 FN0318  USGS QUAD   -  ROWE (1966)
 FN0318
 FN0318                         *CURRENT SURVEY CONTROL
 FN0318  ___________________________________________________________________
 FN0318* NAD 83(1986)-  35 27 11.     (N)    105 38 08.     (W)     SCALED    
 FN0318* NAVD 88     -      2073.105  (meters)    6801.51   (feet)  ADJUSTED  
 FN0318  ___________________________________________________________________
 FN0318  GEOID HEIGHT-         -18.48  (meters)                     GEOID03
 FN0318  DYNAMIC HT  -        2070.254 (meters)    6792.16  (feet)  COMP
 FN0318  MODELED GRAV-     979,183.5   (mgal)                       NAVD 88
 FN0318
 FN0318  VERT ORDER  -  SECOND    CLASS 0
 FN0318
 FN0318.The horizontal coordinates were scaled from a topographic map and have
 FN0318.an estimated accuracy of +/- 6 seconds.
 FN0318
 FN0318.The orthometric height was determined by differential leveling
 FN0318.and adjusted by the National Geodetic Survey in June 1991..
 FN0318
 FN0318.The geoid height was determined by GEOID03.
 FN0318
 FN0318.The dynamic height is computed by dividing the NAVD 88
 FN0318.geopotential number by the normal gravity value computed on the
 FN0318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FN0318.degrees latitude (g = 980.6199 gals.).
 FN0318
 FN0318.The modeled gravity was interpolated from observed gravity values.
 FN0318
 FN0318;                    North         East    Units  Estimated Accuracy
 FN0318;SPC NM E     -   494,620.       46,790.      MT  (+/- 180 meters Scaled)
 FN0318
 FN0318                          SUPERSEDED SURVEY CONTROL
 FN0318
 FN0318  NGVD 29 (??/??/92) 2072.158  (m)         6798.40   (f) ADJ UNCH    2 0
 FN0318
 FN0318.Superseded values are not recommended for survey control.
 FN0318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0318.See file dsdata.txt to determine how the superseded data were derived.
 FN0318
 FN0318_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV423234(NAD 83)
 FN0318_MARKER: DB = BENCH MARK DISK
 FN0318_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FN0318_SP_SET: CULVERT
 FN0318_STAMPING: A 66 1934
 FN0318_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FN0318
 FN0318  HISTORY     - Date     Condition        Report By
 FN0318  HISTORY     - 1934     MONUMENTED       CGS
 FN0318
 FN0318                          STATION DESCRIPTION
 FN0318
 FN0318'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FN0318'3.6 MI SE FROM ROWE.
 FN0318'3.6 MI. S.E. ON A.T. AND S. F. RY.  6 POLES W. OF MILE POLE NO. 812,
 FN0318'AT BRIDGE 812-A, ON N. HEADWALL, ON E. END, 8 FT. N. OF CENTER LINE OF
 FN0318'TRACK AND 3 FT. BELOW TRACK LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0033 ***********************************************************************
 FP0033  DESIGNATION -  A 67
 FP0033  PID         -  FP0033
 FP0033  STATE/COUNTY-  NM/MCKINLEY
 FP0033  USGS QUAD   -  THOREAU (1980)
 FP0033
 FP0033                         *CURRENT SURVEY CONTROL
 FP0033  ___________________________________________________________________
 FP0033* NAD 83(1986)-  35 24 03.     (N)    108 13 32.     (W)     SCALED    
 FP0033* NAVD 88     -      2175.416  (meters)    7137.18   (feet)  ADJUSTED  
 FP0033  ___________________________________________________________________
 FP0033  GEOID HEIGHT-         -20.18  (meters)                     GEOID03
 FP0033  DYNAMIC HT  -        2172.308 (meters)    7126.98  (feet)  COMP
 FP0033  MODELED GRAV-     979,126.5   (mgal)                       NAVD 88
 FP0033
 FP0033  VERT ORDER  -  FIRST     CLASS II
 FP0033
 FP0033.The horizontal coordinates were scaled from a topographic map and have
 FP0033.an estimated accuracy of +/- 6 seconds.
 FP0033
 FP0033.The orthometric height was determined by differential leveling
 FP0033.and adjusted by the National Geodetic Survey in June 1991..
 FP0033
 FP0033.The geoid height was determined by GEOID03.
 FP0033
 FP0033.The dynamic height is computed by dividing the NAVD 88
 FP0033.geopotential number by the normal gravity value computed on the
 FP0033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0033.degrees latitude (g = 980.6199 gals.).
 FP0033
 FP0033.The modeled gravity was interpolated from observed gravity values.
 FP0033
 FP0033;                    North         East    Units  Estimated Accuracy
 FP0033;SPC NM W     -   488,120.      794,370.      MT  (+/- 180 meters Scaled)
 FP0033
 FP0033                          SUPERSEDED SURVEY CONTROL
 FP0033
 FP0033  NGVD 29 (??/??/92) 2174.333  (m)         7133.62   (f) ADJ UNCH    1 2
 FP0033
 FP0033.Superseded values are not recommended for survey control.
 FP0033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0033.See file dsdata.txt to determine how the superseded data were derived.
 FP0033
 FP0033_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYE519210(NAD 83)
 FP0033_MARKER: DB = BENCH MARK DISK
 FP0033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FP0033_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FP0033_STAMPING: A 67 1934
 FP0033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FP0033+STABILITY: SURFACE MOTION
 FP0033
 FP0033  HISTORY     - Date     Condition        Report By
 FP0033  HISTORY     - 1934     MONUMENTED       CGS
 FP0033  HISTORY     - 1941     GOOD             NGS
 FP0033  HISTORY     - 1963     GOOD             DOD
 FP0033  HISTORY     - 1982     MARK NOT FOUND   NGS
 FP0033
 FP0033                          STATION DESCRIPTION
 FP0033
 FP0033'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 FP0033'IN THOREAU.
 FP0033'BENCH MARK IS ON THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 FP0033'RIGHT-OF-WAY, ABOUT 122.0 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF
 FP0033'THE STATION AND OPPOSITE THE SECOND POLE WEST OF MILE POLE NO. 125
 FP0033'1/2.  IT IS 31.0 FEET SOUTH OF AND ABOUT THE SAME ELEVATION AS THE
 FP0033'CENTERLINE OF THE SOUTH TRACKS AND 30.5 FEET SOUTHWEST OF SWITCH TO
 FP0033'TRACKS TO STOCK YARDS.  A STD. DISK SET IN CONCRETE POST PROJECTING
 FP0033'0.4 FOOT.
 FP0033
 FP0033                          STATION RECOVERY (1963)
 FP0033
 FP0033'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1963
 FP0033'RECOVERED IN GOOD CONDITION.
 FP0033
 FP0033                          STATION RECOVERY (1982)
 FP0033
 FP0033'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FP0033'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0794 ***********************************************************************
 FO0794  DESIGNATION -  A 68
 FO0794  PID         -  FO0794
 FO0794  STATE/COUNTY-  NM/MCKINLEY
 FO0794  USGS QUAD   -  SEVEN LAKES (1970)
 FO0794
 FO0794                         *CURRENT SURVEY CONTROL
 FO0794  ___________________________________________________________________
 FO0794* NAD 83(1986)-  35 47 48.     (N)    107 55 43.     (W)     SCALED    
 FO0794* NAVD 88     -      2014.693  (meters)    6609.87   (feet)  ADJUSTED  
 FO0794  ___________________________________________________________________
 FO0794  GEOID HEIGHT-         -20.94  (meters)                     GEOID03
 FO0794  DYNAMIC HT  -        2011.878 (meters)    6600.64  (feet)  COMP
 FO0794  MODELED GRAV-     979,164.4   (mgal)                       NAVD 88
 FO0794
 FO0794  VERT ORDER  -  SECOND    CLASS 0
 FO0794
 FO0794.The horizontal coordinates were scaled from a topographic map and have
 FO0794.an estimated accuracy of +/- 6 seconds.
 FO0794
 FO0794.The orthometric height was determined by differential leveling
 FO0794.and adjusted by the National Geodetic Survey in June 1991..
 FO0794
 FO0794.The geoid height was determined by GEOID03.
 FO0794
 FO0794.The dynamic height is computed by dividing the NAVD 88
 FO0794.geopotential number by the normal gravity value computed on the
 FO0794.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0794.degrees latitude (g = 980.6199 gals.).
 FO0794
 FO0794.The modeled gravity was interpolated from observed gravity values.
 FO0794
 FO0794;                    North         East    Units  Estimated Accuracy
 FO0794;SPC NM W     -   531,970.      821,390.      MT  (+/- 180 meters Scaled)
 FO0794
 FO0794                          SUPERSEDED SURVEY CONTROL
 FO0794
 FO0794  NGVD 29 (??/??/92) 2013.609  (m)         6606.32   (f) ADJ UNCH    2 0
 FO0794
 FO0794.Superseded values are not recommended for survey control.
 FO0794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0794.See file dsdata.txt to determine how the superseded data were derived.
 FO0794
 FO0794_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBV353653(NAD 83)
 FO0794_MARKER: DB = BENCH MARK DISK
 FO0794_SETTING: 66 = SET IN ROCK OUTCROP
 FO0794_SP_SET: SET IN ROCK OUTCROP
 FO0794_STAMPING: A 68 1934
 FO0794_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FO0794+STABILITY: POSITION/ELEVATION WELL
 FO0794
 FO0794  HISTORY     - Date     Condition        Report By
 FO0794  HISTORY     - 1934     MONUMENTED       CGS
 FO0794
 FO0794                          STATION DESCRIPTION
 FO0794
 FO0794'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FO0794'17.9 MI NE FROM CROWN POINT.
 FO0794'17.9 MI. N.E. ALONG STATE NO. 35 ABOUT 1.2 MI. N.E. OF THE FARRIS
 FO0794'RANCH, ABOUT 0.45 MI. S. W. OF WOODEN BRIDGE NO. 1541, ABOUT 200 FT.
 FO0794'WEST OF THE END OF A LONG TANGENT, 108 FT. NORTH OF THE CENTER LINE OF
 FO0794'THE HWY., 64 FT. S.W. OF THE TOP OF A ROCKY KNOLL AND ON A SANDSTONE
 FO0794'OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0343 ***********************************************************************
 GN0343  DESIGNATION -  A 69
 GN0343  PID         -  GN0343
 GN0343  STATE/COUNTY-  NM/SAN JUAN
 GN0343  USGS QUAD   -  BLANCO TRADING POST (1966)
 GN0343
 GN0343                         *CURRENT SURVEY CONTROL
 GN0343  ___________________________________________________________________
 GN0343* NAD 83(1986)-  36 21 14.     (N)    107 51 28.     (W)     SCALED    
 GN0343* NAVD 88     -      2058.991  (meters)    6755.21   (feet)  ADJUSTED  
 GN0343  ___________________________________________________________________
 GN0343  GEOID HEIGHT-         -20.80  (meters)                     GEOID03
 GN0343  DYNAMIC HT  -        2056.211 (meters)    6746.09  (feet)  COMP
 GN0343  MODELED GRAV-     979,208.7   (mgal)                       NAVD 88
 GN0343
 GN0343  VERT ORDER  -  SECOND    CLASS 0
 GN0343
 GN0343.The horizontal coordinates were scaled from a topographic map and have
 GN0343.an estimated accuracy of +/- 6 seconds.
 GN0343
 GN0343.The orthometric height was determined by differential leveling
 GN0343.and adjusted by the National Geodetic Survey in June 1991..
 GN0343
 GN0343.The geoid height was determined by GEOID03.
 GN0343
 GN0343.The dynamic height is computed by dividing the NAVD 88
 GN0343.geopotential number by the normal gravity value computed on the
 GN0343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GN0343.degrees latitude (g = 980.6199 gals.).
 GN0343
 GN0343.The modeled gravity was interpolated from observed gravity values.
 GN0343
 GN0343;                    North         East    Units  Estimated Accuracy
 GN0343;SPC NM W     -   593,790.      827,810.      MT  (+/- 180 meters Scaled)
 GN0343
 GN0343                          SUPERSEDED SURVEY CONTROL
 GN0343
 GN0343  NGVD 29 (??/??/92) 2057.884  (m)         6751.57   (f) ADJ UNCH    2 0
 GN0343
 GN0343.Superseded values are not recommended for survey control.
 GN0343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0343.See file dsdata.txt to determine how the superseded data were derived.
 GN0343
 GN0343_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBA435269(NAD 83)
 GN0343_MARKER: DB = BENCH MARK DISK
 GN0343_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GN0343_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GN0343_STAMPING: A-69-1934
 GN0343_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GN0343+STABILITY: SURFACE MOTION
 GN0343
 GN0343  HISTORY     - Date     Condition        Report By
 GN0343  HISTORY     - 1934     MONUMENTED       CGS
 GN0343  HISTORY     - 1966     GOOD             USGS
 GN0343
 GN0343                          STATION DESCRIPTION
 GN0343
 GN0343'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 GN0343'1.9 MI N FROM OTIS.
 GN0343'1.9 MILES NORTH OF TSAH TAH TRADING POST, (OTIS).  1.9 MILES NORTH
 GN0343'ALONG OLD ROUTE OF STATE HIGHWAY 55 FROM THE JUNCTION OF STATE HIGHWAY
 GN0343'56 AT TSAH TAH TRADING POST, (OTIS), SAN JUAN COUNTY, 38 FEET
 GN0343'NORTHEAST OF THE CENTER LINE OF OLD ROAD, AND ABOUT 2 FEET HIGHER THAN
 GN0343'THE ROAD SURFACE.  1340 FEET NORTH NORTHWEST OF SECTION CORNER 35, 36,
 GN0343'T-25N, R-10W.  A STANDARD DISK, STAMPED A 69 1934 AND SET IN THE TOP
 GN0343'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0363 ***********************************************************************
 EO0363  DESIGNATION -  A 7
 EO0363  PID         -  EO0363
 EO0363  STATE/COUNTY-  NM/ROOSEVELT
 EO0363  USGS QUAD   -  PORTALES (1985)
 EO0363
 EO0363                         *CURRENT SURVEY CONTROL
 EO0363  ___________________________________________________________________
 EO0363* NAD 83(1986)-  34 11 19.     (N)    103 20 13.     (W)     SCALED    
 EO0363* NAVD 88     -      1221.761  (meters)    4008.39   (feet)  ADJUSTED  
 EO0363  ___________________________________________________________________
 EO0363  GEOID HEIGHT-         -22.92  (meters)                     GEOID03
 EO0363  DYNAMIC HT  -        1220.190 (meters)    4003.24  (feet)  COMP
 EO0363  MODELED GRAV-     979,306.9   (mgal)                       NAVD 88
 EO0363
 EO0363  VERT ORDER  -  FIRST     CLASS II
 EO0363
 EO0363.The horizontal coordinates were scaled from a topographic map and have
 EO0363.an estimated accuracy of +/- 6 seconds.
 EO0363
 EO0363.The orthometric height was determined by differential leveling
 EO0363.and adjusted by the National Geodetic Survey in June 1991..
 EO0363
 EO0363.The geoid height was determined by GEOID03.
 EO0363
 EO0363.The dynamic height is computed by dividing the NAVD 88
 EO0363.geopotential number by the normal gravity value computed on the
 EO0363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0363.degrees latitude (g = 980.6199 gals.).
 EO0363
 EO0363.The modeled gravity was interpolated from observed gravity values.
 EO0363
 EO0363;                    North         East    Units  Estimated Accuracy
 EO0363;SPC NM E     -   354,030.      256,840.      MT  (+/- 180 meters Scaled)
 EO0363
 EO0363                          SUPERSEDED SURVEY CONTROL
 EO0363
 EO0363  NGVD 29 (??/??/92) 1221.234  (m)         4006.67   (f) ADJ UNCH    1 2
 EO0363
 EO0363.Superseded values are not recommended for survey control.
 EO0363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0363.See file dsdata.txt to determine how the superseded data were derived.
 EO0363
 EO0363_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFT532843(NAD 83)
 EO0363_MARKER: Q = CHISELED SQUARE
 EO0363_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EO0363_SP_SET: FOOTING
 EO0363_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EO0363
 EO0363  HISTORY     - Date     Condition        Report By
 EO0363  HISTORY     - UNK      MONUMENTED       CGS
 EO0363  HISTORY     - 1940     GOOD             NGS
 EO0363
 EO0363                          STATION DESCRIPTION
 EO0363
 EO0363'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 EO0363'IN PORTALES.
 EO0363'AT PORTALES, ROOSEVELT COUNTY, 200 FEET SOUTHEAST OF THE CENTERLINE OF
 EO0363'THE ATCHISON, TOPEKA AND SANTA FE RAILWAY MAIN TRACK, AT THE CITY
 EO0363'WATER TANK, ON THE TOP OF THE NORTHWEST CORNER OF THE SOUTHWEST
 EO0363'CONCRETE FOOTING, AND 45 FEET SOUTHWEST OF A PUMPHOUSE.  A CHISELED
 EO0363'SQUARE SURROUNDED BY THE LETTERS USBM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0360 ***********************************************************************
 GN0360  DESIGNATION -  A 70
 GN0360  PID         -  GN0360
 GN0360  STATE/COUNTY-  NM/SAN JUAN
 GN0360  USGS QUAD   -  BLOOMFIELD (1985)
 GN0360
 GN0360                         *CURRENT SURVEY CONTROL
 GN0360  ___________________________________________________________________
 GN0360* NAD 83(1986)-  36 43 07.     (N)    107 58 42.     (W)     SCALED    
 GN0360* NAVD 88     -      1663.355  (meters)    5457.19   (feet)  ADJUSTED  
 GN0360  ___________________________________________________________________
 GN0360  GEOID HEIGHT-         -21.01  (meters)                     GEOID03
 GN0360  DYNAMIC HT  -        1661.271 (meters)    5450.35  (feet)  COMP
 GN0360  MODELED GRAV-     979,321.1   (mgal)                       NAVD 88
 GN0360
 GN0360  VERT ORDER  -  SECOND    CLASS 0
 GN0360
 GN0360.The horizontal coordinates were scaled from a topographic map and have
 GN0360.an estimated accuracy of +/- 6 seconds.
 GN0360
 GN0360.The orthometric height was determined by differential leveling
 GN0360.and adjusted by the National Geodetic Survey in June 1991..
 GN0360
 GN0360.The geoid height was determined by GEOID03.
 GN0360
 GN0360.The dynamic height is computed by dividing the NAVD 88
 GN0360.geopotential number by the normal gravity value computed on the
 GN0360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GN0360.degrees latitude (g = 980.6199 gals.).
 GN0360
 GN0360.The modeled gravity was interpolated from observed gravity values.
 GN0360
 GN0360;                    North         East    Units  Estimated Accuracy
 GN0360;SPC NM W     -   634,270.      817,050.      MT  (+/- 180 meters Scaled)
 GN0360
 GN0360                          SUPERSEDED SURVEY CONTROL
 GN0360
 GN0360  NGVD 29 (??/??/92) 1662.382  (m)         5454.00   (f) ADJ UNCH    2 0
 GN0360
 GN0360.Superseded values are not recommended for survey control.
 GN0360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0360.See file dsdata.txt to determine how the superseded data were derived.
 GN0360
 GN0360_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBA339677(NAD 83)
 GN0360_MARKER: DB = BENCH MARK DISK
 GN0360_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GN0360_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GN0360_STAMPING: A-70 1934
 GN0360_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GN0360+STABILITY: SURFACE MOTION
 GN0360
 GN0360  HISTORY     - Date     Condition        Report By
 GN0360  HISTORY     - 1934     MONUMENTED       CGS
 GN0360  HISTORY     - 1956     MARK NOT FOUND   USGS
 GN0360
 GN0360                          STATION DESCRIPTION
 GN0360
 GN0360'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GN0360'IN BLOOMFIELD.
 GN0360'IN BLOOMFIELD AT THE JUNCTION OF STATE HIGHWAYS NO. 17 AND NO. 55, 37
 GN0360'FEET NORTHEAST OF THE POINT OF THE JUNCTION OF THESE HIGHWAYS, 23 FEET
 GN0360'SOUTHEAST OF AN ADOBE HOUSE, 6 FEET EAST OF A HIGHWAY MILEAGE SIGN, 2
 GN0360'FEET SOUTH OF A 3 STRAND WIRE FENCE.
 GN0360
 GN0360                          STATION RECOVERY (1956)
 GN0360
 GN0360'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 GN0360'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0298 ***********************************************************************
 GN0298  DESIGNATION -  A 71
 GN0298  PID         -  GN0298
 GN0298  STATE/COUNTY-  NM/RIO ARRIBA
 GN0298  USGS QUAD   -  GONZALES MESA (1963)
 GN0298
 GN0298                         *CURRENT SURVEY CONTROL
 GN0298  ___________________________________________________________________
 GN0298* NAD 83(1986)-  36 23 07.     (N)    107 28 23.     (W)     SCALED    
 GN0298* NAVD 88     -      1929.817  (meters)    6331.41   (feet)  ADJUSTED  
 GN0298  ___________________________________________________________________
 GN0298  GEOID HEIGHT-         -20.29  (meters)                     GEOID03
 GN0298  DYNAMIC HT  -        1927.258 (meters)    6323.01  (feet)  COMP
 GN0298  MODELED GRAV-     979,237.7   (mgal)                       NAVD 88
 GN0298
 GN0298  VERT ORDER  -  SECOND    CLASS 0
 GN0298
 GN0298.The horizontal coordinates were scaled from a topographic map and have
 GN0298.an estimated accuracy of +/- 6 seconds.
 GN0298
 GN0298.The orthometric height was determined by differential leveling
 GN0298.and adjusted by the National Geodetic Survey in June 1991..
 GN0298
 GN0298.The geoid height was determined by GEOID03.
 GN0298
 GN0298.The dynamic height is computed by dividing the NAVD 88
 GN0298.geopotential number by the normal gravity value computed on the
 GN0298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GN0298.degrees latitude (g = 980.6199 gals.).
 GN0298
 GN0298.The modeled gravity was interpolated from observed gravity values.
 GN0298
 GN0298;                    North         East    Units  Estimated Accuracy
 GN0298;SPC NM C     -   597,960.      390,270.      MT  (+/- 180 meters Scaled)
 GN0298
 GN0298                          SUPERSEDED SURVEY CONTROL
 GN0298
 GN0298  NGVD 29 (??/??/92) 1928.791  (m)         6328.04   (f) ADJ UNCH    2 0
 GN0298
 GN0298.Superseded values are not recommended for survey control.
 GN0298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0298.See file dsdata.txt to determine how the superseded data were derived.
 GN0298
 GN0298_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBA781295(NAD 83)
 GN0298_MARKER: DB = BENCH MARK DISK
 GN0298_SETTING: 80 = SET IN A BOULDER
 GN0298_STAMPING: A 71 1934
 GN0298_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GN0298+STABILITY: SURFACE MOTION
 GN0298
 GN0298  HISTORY     - Date     Condition        Report By
 GN0298  HISTORY     - 1934     MONUMENTED       CGS
 GN0298  HISTORY     - 1963     GOOD             USGS
 GN0298
 GN0298                          STATION DESCRIPTION
 GN0298
 GN0298'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 GN0298'35.4 MI SE FROM BLANCO.
 GN0298'IN RIO ARRIBA CO., ABOUT 35.4 MILES SOUTHEAST ALONG STATE HWY. 44 FROM
 GN0298'BLANCO, SAN JUAN CO. BLANCO, 1.3 MILES EAST OF POST OFFICE ALONG STATE
 GN0298'HWY 17 TO Y JCT. WITH DIRT ROAD SOUTHEAST, THENCE RIGHT ON DIRT ROAD
 GN0298'(OLD STATE HWY 44) UP CANNON LARGO 35.4 MILES 147 FEET WEST OF THE
 GN0298'CENTER OF THE ROAD, AND IN A LARGE GREY SANDSTONE BOULDER BETWEEN TWO
 GN0298'OTHER LARGE BOULDERS.  A STANDARD DISK, STAMPED A 71 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0322 ***********************************************************************
 GN0322  DESIGNATION -  A 72
 GN0322  PID         -  GN0322
 GN0322  STATE/COUNTY-  NM/SANDOVAL
 GN0322  USGS QUAD   -  ARROYO CHIJUILLITA (1963)
 GN0322
 GN0322                         *CURRENT SURVEY CONTROL
 GN0322  ___________________________________________________________________
 GN0322* NAD 83(1986)-  36 04 29.     (N)    107 00 05.     (W)     SCALED    
 GN0322* NAVD 88     -      2161.315  (meters)    7090.91   (feet)  ADJUSTED  
 GN0322  ___________________________________________________________________
 GN0322  GEOID HEIGHT-         -19.47  (meters)                     GEOID03
 GN0322  DYNAMIC HT  -        2158.277 (meters)    7080.95  (feet)  COMP
 GN0322  MODELED GRAV-     979,149.7   (mgal)                       NAVD 88
 GN0322
 GN0322  VERT ORDER  -  SECOND    CLASS 0
 GN0322
 GN0322.The horizontal coordinates were scaled from a topographic map and have
 GN0322.an estimated accuracy of +/- 6 seconds.
 GN0322
 GN0322.The orthometric height was determined by differential leveling
 GN0322.and adjusted by the National Geodetic Survey in June 1991..
 GN0322
 GN0322.The geoid height was determined by GEOID03.
 GN0322
 GN0322.The dynamic height is computed by dividing the NAVD 88
 GN0322.geopotential number by the normal gravity value computed on the
 GN0322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GN0322.degrees latitude (g = 980.6199 gals.).
 GN0322
 GN0322.The modeled gravity was interpolated from observed gravity values.
 GN0322
 GN0322;                    North         East    Units  Estimated Accuracy
 GN0322;SPC NM C     -   563,070.      432,320.      MT  (+/- 180 meters Scaled)
 GN0322
 GN0322                          SUPERSEDED SURVEY CONTROL
 GN0322
 GN0322  NGVD 29 (??/??/92) 2160.210  (m)         7087.29   (f) ADJ UNCH    2 0
 GN0322
 GN0322.Superseded values are not recommended for survey control.
 GN0322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0322.See file dsdata.txt to determine how the superseded data were derived.
 GN0322
 GN0322_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV197940(NAD 83)
 GN0322_MARKER: DB = BENCH MARK DISK
 GN0322_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GN0322_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GN0322_STAMPING: A 72 1934
 GN0322_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GN0322+STABILITY: SURFACE MOTION
 GN0322
 GN0322  HISTORY     - Date     Condition        Report By
 GN0322  HISTORY     - 1934     MONUMENTED       CGS
 GN0322  HISTORY     - 1965     GOOD             USGS
 GN0322
 GN0322                          STATION DESCRIPTION
 GN0322
 GN0322'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 GN0322'4.8 MI NW FROM CUBA.
 GN0322'4.8 MILES NORTHWEST OF CUBA, ALONG STATE NO. 44.  BM LOCATED ABOUT
 GN0322'1200 FEET NORTH OF SOUTH 1/4 CORNER, SEC 1, T21N.  R2W.  55 FEET EAST
 GN0322'OF A FENCE, 43 FEET NORTH OF AN OLD ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0237 ***********************************************************************
 GN0237  DESIGNATION -  A 73
 GN0237  PID         -  GN0237
 GN0237  STATE/COUNTY-  NM/RIO ARRIBA
 GN0237  USGS QUAD   -  YOUNGSVILLE (1979)
 GN0237
 GN0237                         *CURRENT SURVEY CONTROL
 GN0237  ___________________________________________________________________
 GN0237* NAD 83(1986)-  36 11 50.     (N)    106 32 45.     (W)     SCALED    
 GN0237* NAVD 88     -      2063.266  (meters)    6769.23   (feet)  ADJUSTED  
 GN0237  ___________________________________________________________________
 GN0237  GEOID HEIGHT-         -18.50  (meters)                     GEOID03
 GN0237  DYNAMIC HT  -        2060.460 (meters)    6760.03  (feet)  COMP
 GN0237  MODELED GRAV-     979,198.8   (mgal)                       NAVD 88
 GN0237
 GN0237  VERT ORDER  -  SECOND    CLASS 0
 GN0237
 GN0237.The horizontal coordinates were scaled from a topographic map and have
 GN0237.an estimated accuracy of +/- 6 seconds.
 GN0237
 GN0237.The orthometric height was determined by differential leveling
 GN0237.and adjusted by the National Geodetic Survey in June 1991..
 GN0237
 GN0237.The geoid height was determined by GEOID03.
 GN0237
 GN0237.The dynamic height is computed by dividing the NAVD 88
 GN0237.geopotential number by the normal gravity value computed on the
 GN0237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GN0237.degrees latitude (g = 980.6199 gals.).
 GN0237
 GN0237.The modeled gravity was interpolated from observed gravity values.
 GN0237
 GN0237;                    North         East    Units  Estimated Accuracy
 GN0237;SPC NM C     -   576,440.      473,400.      MT  (+/- 180 meters Scaled)
 GN0237
 GN0237                          SUPERSEDED SURVEY CONTROL
 GN0237
 GN0237  NGVD 29 (??/??/92) 2062.174  (m)         6765.65   (f) ADJ UNCH    2 0
 GN0237
 GN0237.Superseded values are not recommended for survey control.
 GN0237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0237.See file dsdata.txt to determine how the superseded data were derived.
 GN0237
 GN0237_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCA610069(NAD 83)
 GN0237_MARKER: DB = BENCH MARK DISK
 GN0237_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GN0237_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GN0237_STAMPING: A-73 1934
 GN0237_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GN0237+STABILITY: SURFACE MOTION
 GN0237
 GN0237  HISTORY     - Date     Condition        Report By
 GN0237  HISTORY     - 1934     MONUMENTED       CGS
 GN0237  HISTORY     - 1951     GOOD             NMHD
 GN0237
 GN0237                          STATION DESCRIPTION
 GN0237
 GN0237'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GN0237'1.2 MI E FROM YOUNGSVILLE.
 GN0237'1.2 MI EAST ON STATE HWY NO. 96 ABOUT 90 YDS EAST OF A SMALL DRY WASH
 GN0237'AND A 10 INCH WOODEN BOX CULVERT, 44 FEET NORTH OF THE OLD ROAD GRADE,
 GN0237'24 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY.
 GN0237
 GN0237                          STATION RECOVERY (1951)
 GN0237
 GN0237'RECOVERY NOTE BY NM HIGHWAY DEPT 1951
 GN0237'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0288 ***********************************************************************
 GN0288  DESIGNATION -  A 74
 GN0288  PID         -  GN0288
 GN0288  STATE/COUNTY-  NM/RIO ARRIBA
 GN0288  USGS QUAD   -  BRAZOS (1983)
 GN0288
 GN0288                         *CURRENT SURVEY CONTROL
 GN0288  ___________________________________________________________________
 GN0288* NAD 83(1986)-  36 48 54.     (N)    106 34 09.     (W)     SCALED    
 GN0288* NAVD 88     -      2316.072  (meters)    7598.65   (feet)  ADJUSTED  
 GN0288  ___________________________________________________________________
 GN0288  GEOID HEIGHT-         -17.30  (meters)                     GEOID03
 GN0288  DYNAMIC HT  -        2312.889 (meters)    7588.20  (feet)  COMP
 GN0288  MODELED GRAV-     979,174.1   (mgal)                       NAVD 88
 GN0288
 GN0288  VERT ORDER  -  SECOND    CLASS 0
 GN0288
 GN0288.The horizontal coordinates were scaled from a topographic map and have
 GN0288.an estimated accuracy of +/- 6 seconds.
 GN0288
 GN0288.The orthometric height was determined by differential leveling
 GN0288.and adjusted by the National Geodetic Survey in June 1991..
 GN0288
 GN0288.The geoid height was determined by GEOID03.
 GN0288
 GN0288.The dynamic height is computed by dividing the NAVD 88
 GN0288.geopotential number by the normal gravity value computed on the
 GN0288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GN0288.degrees latitude (g = 980.6199 gals.).
 GN0288
 GN0288.The modeled gravity was interpolated from observed gravity values.
 GN0288
 GN0288;                    North         East    Units  Estimated Accuracy
 GN0288;SPC NM C     -   644,990.      471,530.      MT  (+/- 180 meters Scaled)
 GN0288
 GN0288                          SUPERSEDED SURVEY CONTROL
 GN0288
 GN0288  NGVD 29 (??/??/92) 2314.678  (m)         7594.07   (f) ADJ UNCH    2 0
 GN0288
 GN0288.Superseded values are not recommended for survey control.
 GN0288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0288.See file dsdata.txt to determine how the superseded data were derived.
 GN0288
 GN0288_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCA600754(NAD 83)
 GN0288_MARKER: DB = BENCH MARK DISK
 GN0288_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GN0288_SP_SET: CULVERT
 GN0288_STAMPING: A-74 1934
 GN0288_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GN0288
 GN0288  HISTORY     - Date     Condition        Report By
 GN0288  HISTORY     - 1934     MONUMENTED       CGS
 GN0288  HISTORY     - 1961     GOOD             NGS
 GN0288  HISTORY     - 1978     GOOD             USGS
 GN0288
 GN0288                          STATION DESCRIPTION
 GN0288
 GN0288'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GN0288'6.3 MI S FROM CHAMA.
 GN0288'6.3 MI SOUTH ON U.S. HWY NO. 285.  ABOUT 128 YDS SOUTH OF A ROAD
 GN0288'LEADING EASTERLY TO DAGGETS RANCH AND RESORT, IN THE NORTH END OF THE
 GN0288'WEST HEADWALL OF A 6 X 3 FT. CONCRETE BOX CULVERT, AND 11 FEET WEST OF
 GN0288'THE CENTERLINE OF THE HIGHWAY.  NOTE-- US HIGHWAY 285 IS NOW A SERVICE
 GN0288'ROAD.  THE MARK IS APPROXIMATELY 50 YARDS EAST OF US HIGHWAY 84.
 GN0288
 GN0288                          STATION RECOVERY (1961)
 GN0288
 GN0288'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 GN0288'RECOVERED IN GOOD CONDITION.
 GN0288
 GN0288                          STATION RECOVERY (1978)
 GN0288
 GN0288'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 GN0288'ABOUT 4.9 MILES SOUTH ALONG U.S. HWY. 84 FROM ITS JUNCTION WITH STATE
 GN0288'17 AT THE SOUTH EDGE OF CHAMA, 0.4 MI NORTH OF CANONES CREEK, 100 YDS
 GN0288'SOUTH OF A T-RD. EAST, 85 FT WEST OF AND 10 FT LOWER THAN C/L HWY.,
 GN0288'20 FT EAST OF A HOUSE, 11 FT WEST OF C/L OLD HWY., SET IN THE NORTH
 GN0288'END OF THE WEST CONCRETE HEADWALL OF A CULVERT. A STANDARD DISK
 GN0288'STAMPED A 74 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0095 ***********************************************************************
 FN0095  DESIGNATION -  A 75
 FN0095  PID         -  FN0095
 FN0095  STATE/COUNTY-  NM/SAN MIGUEL
 FN0095  USGS QUAD   -  LAS VEGAS (1963)
 FN0095
 FN0095                         *CURRENT SURVEY CONTROL
 FN0095  ___________________________________________________________________
 FN0095* NAD 83(1986)-  35 35 37.     (N)    105 13 08.     (W)     SCALED    
 FN0095* NAVD 88     -      1962.674  (meters)    6439.21   (feet)  ADJUSTED  
 FN0095  ___________________________________________________________________
 FN0095  GEOID HEIGHT-         -18.86  (meters)                     GEOID03
 FN0095  DYNAMIC HT  -        1959.986 (meters)    6430.39  (feet)  COMP
 FN0095  MODELED GRAV-     979,193.7   (mgal)                       NAVD 88
 FN0095
 FN0095  VERT ORDER  -  SECOND    CLASS 0
 FN0095
 FN0095.The horizontal coordinates were scaled from a topographic map and have
 FN0095.an estimated accuracy of +/- 6 seconds.
 FN0095
 FN0095.The orthometric height was determined by differential leveling
 FN0095.and adjusted by the National Geodetic Survey in June 1991..
 FN0095
 FN0095.The geoid height was determined by GEOID03.
 FN0095
 FN0095.The dynamic height is computed by dividing the NAVD 88
 FN0095.geopotential number by the normal gravity value computed on the
 FN0095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FN0095.degrees latitude (g = 980.6199 gals.).
 FN0095
 FN0095.The modeled gravity was interpolated from observed gravity values.
 FN0095
 FN0095;                    North         East    Units  Estimated Accuracy
 FN0095;SPC NM E     -   509,790.       84,750.      MT  (+/- 180 meters Scaled)
 FN0095
 FN0095                          SUPERSEDED SURVEY CONTROL
 FN0095
 FN0095  NGVD 29 (??/??/92) 1961.733  (m)         6436.12   (f) ADJ UNCH    2 0
 FN0095
 FN0095.Superseded values are not recommended for survey control.
 FN0095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0095.See file dsdata.txt to determine how the superseded data were derived.
 FN0095
 FN0095_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV801388(NAD 83)
 FN0095_MARKER: DB = BENCH MARK DISK
 FN0095_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FN0095_SP_SET: BUILDING
 FN0095_STAMPING: A 75 1934
 FN0095_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FN0095_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FN0095+SATELLITE: SATELLITE OBSERVATIONS - August 04, 1999
 FN0095
 FN0095  HISTORY     - Date     Condition        Report By
 FN0095  HISTORY     - 1934     MONUMENTED       CGS
 FN0095  HISTORY     - 1957     GOOD             NGS
 FN0095  HISTORY     - 19990804 GOOD             NGS
 FN0095
 FN0095                          STATION DESCRIPTION
 FN0095
 FN0095'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 FN0095'IN LAS VEGAS.
 FN0095'AT LAS VEGAS, 5.6 FEET EAST OF THE CENTER LINE OF THE NORTH AND MAIN
 FN0095'ENTRANCE TO THE POST OFFICE, 51 FEET SOUTH OF THE CENTER LINE OF
 FN0095'DOUGLAS STREET, 4 FEET ABOVE THE LANDING AT THE ENTRANCE, SET
 FN0095'VERTICALLY IN THE NORTH WALL OF THE BUILDING.
 FN0095
 FN0095                          STATION RECOVERY (1999)
 FN0095
 FN0095'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (DW)
 FN0095'POST OFFICE IS NOW CITY SCHOOLS' ADMINISTRATIVE OFFICE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0400 ***********************************************************************
 FN0400  DESIGNATION -  A 76
 FN0400  PID         -  FN0400
 FN0400  STATE/COUNTY-  NM/MORA
 FN0400  USGS QUAD   -  MOGOTE HILLS (1964)
 FN0400
 FN0400                         *CURRENT SURVEY CONTROL
 FN0400  ___________________________________________________________________
 FN0400* NAD 83(1986)-  35 59 59.     (N)    104 42 54.     (W)     SCALED    
 FN0400* NAVD 88     -      1896.525  (meters)    6222.18   (feet)  ADJUSTED  
 FN0400  ___________________________________________________________________
 FN0400  GEOID HEIGHT-         -19.09  (meters)                     GEOID03
 FN0400  DYNAMIC HT  -        1894.002 (meters)    6213.90  (feet)  COMP
 FN0400  MODELED GRAV-     979,235.0   (mgal)                       NAVD 88
 FN0400
 FN0400  VERT ORDER  -  SECOND    CLASS 0
 FN0400
 FN0400.The horizontal coordinates were scaled from a topographic map and have
 FN0400.an estimated accuracy of +/- 6 seconds.
 FN0400
 FN0400.The orthometric height was determined by differential leveling
 FN0400.and adjusted by the National Geodetic Survey in June 1991..
 FN0400
 FN0400.The geoid height was determined by GEOID03.
 FN0400
 FN0400.The dynamic height is computed by dividing the NAVD 88
 FN0400.geopotential number by the normal gravity value computed on the
 FN0400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FN0400.degrees latitude (g = 980.6199 gals.).
 FN0400
 FN0400.The modeled gravity was interpolated from observed gravity values.
 FN0400
 FN0400;                    North         East    Units  Estimated Accuracy
 FN0400;SPC NM E     -   554,550.      130,590.      MT  (+/- 180 meters Scaled)
 FN0400
 FN0400                          SUPERSEDED SURVEY CONTROL
 FN0400
 FN0400  NGVD 29 (??/??/92) 1895.612  (m)         6219.19   (f) ADJ UNCH    2 0
 FN0400
 FN0400.Superseded values are not recommended for survey control.
 FN0400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0400.See file dsdata.txt to determine how the superseded data were derived.
 FN0400
 FN0400_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEV256839(NAD 83)
 FN0400_MARKER: DB = BENCH MARK DISK
 FN0400_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FN0400_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FN0400_STAMPING: A 76 1934
 FN0400_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FN0400+STABILITY: SURFACE MOTION
 FN0400
 FN0400  HISTORY     - Date     Condition        Report By
 FN0400  HISTORY     - 1934     MONUMENTED       CGS
 FN0400
 FN0400                          STATION DESCRIPTION
 FN0400
 FN0400'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FN0400'0.8 MI SW FROM WAGON MOUND.
 FN0400'0.8 MI. S.W. ON A.T. AND S. F. RY.  2-1/2 POLES S. OF MILE POLE NO.
 FN0400'726, ABOUT 50 YDS. N. OF A ROAD CROSSING, 41 FT. W. OF CENTER LINE OF
 FN0400'TRACK AND 3 FT. N AND 9 FT. E. OF A FENCE CORNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0188 ***********************************************************************
 EP0188  DESIGNATION -  A 77
 EP0188  PID         -  EP0188
 EP0188  STATE/COUNTY-  NM/GUADALUPE
 EP0188  USGS QUAD   -  PASTURA NE (1978)
 EP0188
 EP0188                         *CURRENT SURVEY CONTROL
 EP0188  ___________________________________________________________________
 EP0188* NAD 83(1986)-  34 59 43.     (N)    104 50 23.     (W)     SCALED    
 EP0188* NAVD 88     -      1599.690  (meters)    5248.32   (feet)  ADJUSTED  
 EP0188  ___________________________________________________________________
 EP0188  GEOID HEIGHT-         -21.71  (meters)                     GEOID03
 EP0188  DYNAMIC HT  -        1597.523 (meters)    5241.21  (feet)  COMP
 EP0188  MODELED GRAV-     979,223.9   (mgal)                       NAVD 88
 EP0188
 EP0188  VERT ORDER  -  SECOND    CLASS 0
 EP0188
 EP0188.The horizontal coordinates were scaled from a topographic map and have
 EP0188.an estimated accuracy of +/- 6 seconds.
 EP0188
 EP0188.The orthometric height was determined by differential leveling
 EP0188.and adjusted by the National Geodetic Survey in June 1991..
 EP0188
 EP0188.The geoid height was determined by GEOID03.
 EP0188
 EP0188.The dynamic height is computed by dividing the NAVD 88
 EP0188.geopotential number by the normal gravity value computed on the
 EP0188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EP0188.degrees latitude (g = 980.6199 gals.).
 EP0188
 EP0188.The modeled gravity was interpolated from observed gravity values.
 EP0188
 EP0188;                    North         East    Units  Estimated Accuracy
 EP0188;SPC NM E     -   443,170.      118,770.      MT  (+/- 180 meters Scaled)
 EP0188
 EP0188                          SUPERSEDED SURVEY CONTROL
 EP0188
 EP0188  NGVD 29 (??/??/92) 1598.935  (m)         5245.84   (f) ADJ UNCH    2 0
 EP0188
 EP0188.Superseded values are not recommended for survey control.
 EP0188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EP0188.See file dsdata.txt to determine how the superseded data were derived.
 EP0188
 EP0188_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEU146725(NAD 83)
 EP0188_MARKER: DB = BENCH MARK DISK
 EP0188_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EP0188_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EP0188_STAMPING: A 77 1934
 EP0188_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EP0188+STABILITY: SURFACE MOTION
 EP0188
 EP0188  HISTORY     - Date     Condition        Report By
 EP0188  HISTORY     - 1934     MONUMENTED       CGS
 EP0188  HISTORY     - 1963     GOOD             USGS
 EP0188
 EP0188                          STATION DESCRIPTION
 EP0188
 EP0188'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 EP0188'7.9 MI NW FROM SANTA ROSA.
 EP0188'ABOUT 9.5 MILES NORTHWEST ALONG U.S. HWY. 84 FROM SANTA ROSA.  ABOUT
 EP0188'6.2 MILES NORTHWEST ALONG U.S. HWY. 66 AND INTERSTATE 24 TO THE
 EP0188'COLONIAS OVERPASS, THENCE NORTHWEST ALONG THE COLONIAS ROAD TO A BEND
 EP0188'NORTH AND A WIRE GATE, THROUGH THE GATE ALONG THE ABANDONED ROADBED OF
 EP0188'U.S. HWY. 84    ABOUT 1.7 MILES TO BM, ABOUT 5 TELEPHONE POLES
 EP0188'NORTHWEST OF AN ABANDONED ROCK CULVERT, 45 FEET NORTHEAST OF THE
 EP0188'CENTERLINE OF THE ROADBED AND 1 FOOT SOUTHWEST OF A FENCE.  A STANDARD
 EP0188'DISK, STAMPED A 77 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0130 ***********************************************************************
 FN0130  DESIGNATION -  A 78
 FN0130  PID         -  FN0130
 FN0130  STATE/COUNTY-  NM/SAN MIGUEL
 FN0130  USGS QUAD   -  LAS VEGAS NW (1963)
 FN0130
 FN0130                         *CURRENT SURVEY CONTROL
 FN0130  ___________________________________________________________________
 FN0130* NAD 83(1986)-  35 40 15.     (N)    105 11 12.     (W)     SCALED    
 FN0130* NAVD 88     -      2030.926  (meters)    6663.13   (feet)  ADJUSTED  
 FN0130  ___________________________________________________________________
 FN0130  GEOID HEIGHT-         -18.70  (meters)                     GEOID03
 FN0130  DYNAMIC HT  -        2028.122 (meters)    6653.93  (feet)  COMP
 FN0130  MODELED GRAV-     979,180.0   (mgal)                       NAVD 88
 FN0130
 FN0130  VERT ORDER  -  SECOND    CLASS 0
 FN0130
 FN0130.The horizontal coordinates were scaled from a topographic map and have
 FN0130.an estimated accuracy of +/- 6 seconds.
 FN0130
 FN0130.The orthometric height was determined by differential leveling
 FN0130.and adjusted by the National Geodetic Survey in June 1991..
 FN0130
 FN0130.The geoid height was determined by GEOID03.
 FN0130
 FN0130.The dynamic height is computed by dividing the NAVD 88
 FN0130.geopotential number by the normal gravity value computed on the
 FN0130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FN0130.degrees latitude (g = 980.6199 gals.).
 FN0130
 FN0130.The modeled gravity was interpolated from observed gravity values.
 FN0130
 FN0130;                    North         East    Units  Estimated Accuracy
 FN0130;SPC NM E     -   518,330.       87,750.      MT  (+/- 180 meters Scaled)
 FN0130
 FN0130                          SUPERSEDED SURVEY CONTROL
 FN0130
 FN0130  NGVD 29 (??/??/92) 2029.939  (m)         6659.89   (f) ADJ UNCH    2 0
 FN0130
 FN0130.Superseded values are not recommended for survey control.
 FN0130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0130.See file dsdata.txt to determine how the superseded data were derived.
 FN0130
 FN0130_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV831474(NAD 83)
 FN0130_MARKER: DB = BENCH MARK DISK
 FN0130_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FN0130_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FN0130_STAMPING: A 78 1934
 FN0130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FN0130+STABILITY: SURFACE MOTION
 FN0130
 FN0130  HISTORY     - Date     Condition        Report By
 FN0130  HISTORY     - 1934     MONUMENTED       CGS
 FN0130  HISTORY     - 1962     GOOD             USGS
 FN0130
 FN0130                          STATION DESCRIPTION
 FN0130
 FN0130'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 FN0130'5.8 MI N FROM LAS VEGAS.
 FN0130'5.8 MILES NORTH ALONG STATE HIGHWAY 3 FROM LAS VEGAS, SAN MIGUEL
 FN0130'COUNTY, AT THE INTERSECTION OF U. S. HIGHWAY 85 AND STATE HIGHWAY 104,
 FN0130'4.7 MILES NORTHEAST ALONG U. S. HIGHWAY 85 TO A T-ROAD, AT A CATTLE
 FN0130'GUARD, THENCE THROUGH CATTLE GUARD, FOLLOW OLD STATE HIGHWAY 3 FOR 0.5
 FN0130'MILE, 690 FEET SOUTH OF A T-ROAD WEST AND 29 FEET WEST OF CENTERLINE
 FN0130'OF THE OLD HIGHWAY.  A STANDARD DISK, SET IN THE TOP OF A CONCRETE
 FN0130'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0471 ***********************************************************************
 GM0471  DESIGNATION -  A 79
 GM0471  PID         -  GM0471
 GM0471  STATE/COUNTY-  NM/TAOS
 GM0471  USGS QUAD   -  TRES RITOS (1995)
 GM0471
 GM0471                         *CURRENT SURVEY CONTROL
 GM0471  ___________________________________________________________________
 GM0471* NAD 83(1986)-  36 08 07.     (N)    105 31 41.     (W)     SCALED    
 GM0471* NAVD 88     -      2564.783  (meters)    8414.63   (feet)  ADJUSTED  
 GM0471  ___________________________________________________________________
 GM0471  GEOID HEIGHT-         -16.80  (meters)                     GEOID03
 GM0471  DYNAMIC HT  -        2561.034 (meters)    8402.33  (feet)  COMP
 GM0471  MODELED GRAV-     979,077.6   (mgal)                       NAVD 88
 GM0471
 GM0471  VERT ORDER  -  SECOND    CLASS 0
 GM0471
 GM0471.The horizontal coordinates were scaled from a topographic map and have
 GM0471.an estimated accuracy of +/- 6 seconds.
 GM0471
 GM0471.The orthometric height was determined by differential leveling
 GM0471.and adjusted by the National Geodetic Survey in June 1991..
 GM0471
 GM0471.The geoid height was determined by GEOID03.
 GM0471
 GM0471.The dynamic height is computed by dividing the NAVD 88
 GM0471.geopotential number by the normal gravity value computed on the
 GM0471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GM0471.degrees latitude (g = 980.6199 gals.).
 GM0471
 GM0471.The modeled gravity was interpolated from observed gravity values.
 GM0471
 GM0471;                    North         East    Units  Estimated Accuracy
 GM0471;SPC NM C     -   569,760.      564,980.      MT  (+/- 180 meters Scaled)
 GM0471
 GM0471                          SUPERSEDED SURVEY CONTROL
 GM0471
 GM0471  NGVD 29 (??/??/92) 2563.526  (m)         8410.50   (f) ADJ UNCH    2 0
 GM0471
 GM0471.Superseded values are not recommended for survey control.
 GM0471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0471.See file dsdata.txt to determine how the superseded data were derived.
 GM0471
 GM0471_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV524990(NAD 83)
 GM0471_MARKER: DB = BENCH MARK DISK
 GM0471_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GM0471_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GM0471_STAMPING: A 79 1934
 GM0471_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GM0471+STABILITY: SURFACE MOTION
 GM0471
 GM0471  HISTORY     - Date     Condition        Report By
 GM0471  HISTORY     - 1934     MONUMENTED       CGS
 GM0471  HISTORY     - 1962     GOOD             USGS
 GM0471
 GM0471                          STATION DESCRIPTION
 GM0471
 GM0471'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 GM0471'19.8 MI NW FROM MORA.
 GM0471'IN TAOS COUNTY, 19.8 MILES NORTHWEST ALONG STATE HIGHWAY 3 FROM MORA,
 GM0471'MORA COUNTY, AT AGUA PIEDRA CAMP GROUND, 95 FEET SOUTHWEST OF THE
 GM0471'JUNCTION OF THE HIGHWAY AND THE ROAD LEADING INTO THE CAMP GROUND, 80
 GM0471'FEET NORTHWEST OF THE AGUA PIEDRA FOREST CAMP SIGN, 16 FEET WEST OF A
 GM0471'GROUP OF THREE SMALL COTTONWOOD TREES.  A STANDARD DISK, SET IN THE
 GM0471'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0530 ***********************************************************************
 GM0530  DESIGNATION -  A 80
 GM0530  PID         -  GM0530
 GM0530  STATE/COUNTY-  NM/TAOS
 GM0530  USGS QUAD   -  QUESTA (1995)
 GM0530
 GM0530                         *CURRENT SURVEY CONTROL
 GM0530  ___________________________________________________________________
 GM0530* NAD 83(1986)-  36 41 19.     (N)    105 37 03.     (W)     SCALED    
 GM0530* NAVD 88     -      2271.441  (meters)    7452.22   (feet)  ADJUSTED  
 GM0530  ___________________________________________________________________
 GM0530  GEOID HEIGHT-         -17.22  (meters)                     GEOID03
 GM0530  DYNAMIC HT  -        2268.248 (meters)    7441.74  (feet)  COMP
 GM0530  MODELED GRAV-     979,145.4   (mgal)                       NAVD 88
 GM0530
 GM0530  VERT ORDER  -  SECOND    CLASS 0
 GM0530
 GM0530.The horizontal coordinates were scaled from a topographic map and have
 GM0530.an estimated accuracy of +/- 6 seconds.
 GM0530
 GM0530.The orthometric height was determined by differential leveling
 GM0530.and adjusted by the National Geodetic Survey in June 1991..
 GM0530
 GM0530.The geoid height was determined by GEOID03.
 GM0530
 GM0530.The dynamic height is computed by dividing the NAVD 88
 GM0530.geopotential number by the normal gravity value computed on the
 GM0530.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GM0530.degrees latitude (g = 980.6199 gals.).
 GM0530
 GM0530.The modeled gravity was interpolated from observed gravity values.
 GM0530
 GM0530;                    North         East    Units  Estimated Accuracy
 GM0530;SPC NM C     -   631,100.      556,520.      MT  (+/- 180 meters Scaled)
 GM0530
 GM0530                          SUPERSEDED SURVEY CONTROL
 GM0530
 GM0530  NGVD 29 (??/??/92) 2270.143  (m)         7447.96   (f) ADJ UNCH    2 0
 GM0530
 GM0530.Superseded values are not recommended for survey control.
 GM0530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0530.See file dsdata.txt to determine how the superseded data were derived.
 GM0530
 GM0530_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDA448605(NAD 83)
 GM0530_MARKER: DB = BENCH MARK DISK
 GM0530_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GM0530_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GM0530_STAMPING: A 80 1934
 GM0530_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GM0530+STABILITY: SURFACE MOTION
 GM0530
 GM0530  HISTORY     - Date     Condition        Report By
 GM0530  HISTORY     - 1934     MONUMENTED       CGS
 GM0530  HISTORY     - 1957     GOOD             NGS
 GM0530
 GM0530                          STATION DESCRIPTION
 GM0530
 GM0530'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GM0530'1.85 MI SW FROM QUESTA.
 GM0530'ABOUT 0.6 MILE SOUTHWEST ALONG THE NEW STATE HIGHWAY 3 FROM THE
 GM0530'JUNCTION OF STATE HIGHWAY 38 AT QUESTA, THENCE 1.25 MILES SOUTHWEST
 GM0530'ALONG A GRADED DIRT ROAD LEADING TO SAN CRISTOBAL WHICH IS THE OLD
 GM0530'STATE HIGHWAY 3, 22 FEET WEST OF THE CENTER LINE OF THE ROAD, WEST AND
 GM0530'ACROSS THE ROAD FROM THE NORTH END OF A CUT ON THE INSIDE OF A
 GM0530'HORSESHOE CURVE, 128 FEET SOUTHEAST OF A POWER POLE, 2 FEET BELOW THE
 GM0530'LEVEL OF THE ROAD, 1 1/2 FEET NORTH OF A WHITE WOODEN WITNESS POST AND
 GM0530'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0095 ***********************************************************************
 FO0095  DESIGNATION -  A 81
 FO0095  PID         -  FO0095
 FO0095  STATE/COUNTY-  NM/LOS ALAMOS
 FO0095  USGS QUAD   -  FRIJOLES (1984)
 FO0095
 FO0095                         *CURRENT SURVEY CONTROL
 FO0095  ___________________________________________________________________
 FO0095* NAD 83(1986)-  35 51 00.     (N)    106 21 00.     (W)     SCALED    
 FO0095* NAVD 88     -      2323.909  (meters)    7624.36   (feet)  ADJUSTED  
 FO0095  ___________________________________________________________________
 FO0095  GEOID HEIGHT-         -19.15  (meters)                     GEOID03
 FO0095  DYNAMIC HT  -        2320.540 (meters)    7613.31  (feet)  COMP
 FO0095  MODELED GRAV-     979,099.8   (mgal)                       NAVD 88
 FO0095
 FO0095  VERT ORDER  -  SECOND    CLASS 0
 FO0095
 FO0095.The horizontal coordinates were scaled from a topographic map and have
 FO0095.an estimated accuracy of +/- 6 seconds.
 FO0095
 FO0095.The orthometric height was determined by differential leveling
 FO0095.and adjusted by the National Geodetic Survey in June 1991..
 FO0095
 FO0095.The geoid height was determined by GEOID03.
 FO0095
 FO0095.The dynamic height is computed by dividing the NAVD 88
 FO0095.geopotential number by the normal gravity value computed on the
 FO0095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0095.degrees latitude (g = 980.6199 gals.).
 FO0095
 FO0095.The modeled gravity was interpolated from observed gravity values.
 FO0095
 FO0095;                    North         East    Units  Estimated Accuracy
 FO0095;SPC NM C     -   537,880.      490,970.      MT  (+/- 180 meters Scaled)
 FO0095
 FO0095                          SUPERSEDED SURVEY CONTROL
 FO0095
 FO0095  NGVD 29 (??/??/92) 2322.767  (m)         7620.61   (f) ADJ UNCH    2 0
 FO0095
 FO0095.Superseded values are not recommended for survey control.
 FO0095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0095.See file dsdata.txt to determine how the superseded data were derived.
 FO0095
 FO0095_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV780681(NAD 83)
 FO0095_MARKER: DB = BENCH MARK DISK
 FO0095_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FO0095_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FO0095_STAMPING: A 81 1934
 FO0095_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO0095+STABILITY: SURFACE MOTION
 FO0095
 FO0095  HISTORY     - Date     Condition        Report By
 FO0095  HISTORY     - 1934     MONUMENTED       CGS
 FO0095  HISTORY     - 1941     GOOD             NGS
 FO0095
 FO0095                          STATION DESCRIPTION
 FO0095
 FO0095'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 FO0095'5.1 MI W FROM OTOWI.
 FO0095'5.1 MILES WEST ALONG A ROAD LEADING TO SULPHUR SPRINGS FROM THE POST
 FO0095'OFFICE AT OTOWI, SANDOVAL COUNTY, 0.5 MILE WEST OF THE ENTRACE TO THE
 FO0095'ANCHOR RANCH, 0.4 MILE WEST OF THE SANTA FE NATIONAL FOREST BOUNDARY,
 FO0095'AT THE SUMMIT OF A SMALL GRADE, IN THE CENTER OF AN OLD DIM ROAD, 35
 FO0095'FEET SOUTHEAST OF A PINE TREE SERVING AS A POLE, 29 FEET NORTH OF THE
 FO0095'CENTERLINE OF THE ROAD, 1.0 FOOT SOUTH OF A 4-BY 4-INCH WHITE WOODEN
 FO0095'POST STENCILED USBM AND 2 FEET HIGHER THAN THE ROAD. A STANDARD DISK,
 FO0095'STAMPED A 81 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4
 FO0095'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0914 ***********************************************************************
 DS0914  DESIGNATION -  A 82
 DS0914  PID         -  DS0914
 DS0914  STATE/COUNTY-  NM/SIERRA
 DS0914  USGS QUAD   -  WILLIAMSBURG (1980)
 DS0914
 DS0914                         *CURRENT SURVEY CONTROL
 DS0914  ___________________________________________________________________
 DS0914* NAD 83(1986)-  33 07 12.     (N)    107 17 00.     (W)     SCALED    
 DS0914* NAVD 88     -      1296.894  (meters)    4254.89   (feet)  ADJUSTED  
 DS0914  ___________________________________________________________________
 DS0914  GEOID HEIGHT-         -23.35  (meters)                     GEOID03
 DS0914  DYNAMIC HT  -        1295.012 (meters)    4248.72  (feet)  COMP
 DS0914  MODELED GRAV-     979,141.7   (mgal)                       NAVD 88
 DS0914
 DS0914  VERT ORDER  -  SECOND    CLASS 0
 DS0914
 DS0914.The horizontal coordinates were scaled from a topographic map and have
 DS0914.an estimated accuracy of +/- 6 seconds.
 DS0914
 DS0914.The orthometric height was determined by differential leveling
 DS0914.and adjusted by the National Geodetic Survey in June 1991..
 DS0914
 DS0914.The geoid height was determined by GEOID03.
 DS0914
 DS0914.The dynamic height is computed by dividing the NAVD 88
 DS0914.geopotential number by the normal gravity value computed on the
 DS0914.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0914.degrees latitude (g = 980.6199 gals.).
 DS0914
 DS0914.The modeled gravity was interpolated from observed gravity values.
 DS0914
 DS0914;                    North         East    Units  Estimated Accuracy
 DS0914;SPC NM W     -   235,200.      881,330.      MT  (+/- 180 meters Scaled)
 DS0914
 DS0914                          SUPERSEDED SURVEY CONTROL
 DS0914
 DS0914  NGVD 29 (??/??/92) 1296.244  (m)         4252.76   (f) ADJ UNCH    2 0
 DS0914
 DS0914.Superseded values are not recommended for survey control.
 DS0914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0914.See file dsdata.txt to determine how the superseded data were derived.
 DS0914
 DS0914_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBS869669(NAD 83)
 DS0914_MARKER: DB = BENCH MARK DISK
 DS0914_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0914_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0914_STAMPING: A 82 1934
 DS0914_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0914+STABILITY: SURFACE MOTION
 DS0914
 DS0914  HISTORY     - Date     Condition        Report By
 DS0914  HISTORY     - 1934     MONUMENTED       CGS
 DS0914  HISTORY     - 1953     MARK NOT FOUND   NGS
 DS0914
 DS0914                          STATION DESCRIPTION
 DS0914
 DS0914'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 DS0914'2.1 MI S FROM HOT SPRINGS.
 DS0914'2.1 MILES SOUTH ALONG U. S. HIGHWAY 85 FROM THE POST OFFICE AT HOT
 DS0914'SPRINGS, SIERRA COUNTY, 200 FEET SOUTH OF A CURVE IN THE HIGHWAY, 43
 DS0914'FEET SOUTHEAST OF A CURVE SIGN, 180 FEET EAST OF A ROW OF POLES, AND
 DS0914'58 FEET EAST OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK,
 DS0914'STAMPED A 82 1934 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- IT
 DS0914'WAS REPORTED IN DECEMBER THAT THIS BENCH MARK HAS BEEN PARTIALLY
 DS0914'UPROOTED AND SHOVED OVER BY A BULLDOZER OR OTHER HEAVY EQUIPMENT.
 DS0914'NOTE-- HOT SPRINGS N.M. HAS BEEN RENAMED TRUTH OR CONSEQUENCES N.M.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0559 ***********************************************************************
 FO0559  DESIGNATION -  A 83
 FO0559  PID         -  FO0559
 FO0559  STATE/COUNTY-  NM/SANDOVAL
 FO0559  USGS QUAD   -  BEAR SPRINGS PEAK (1970)
 FO0559
 FO0559                         *CURRENT SURVEY CONTROL
 FO0559  ___________________________________________________________________
 FO0559* NAD 83(1986)-  35 42 21.     (N)    106 37 12.     (W)     SCALED    
 FO0559* NAVD 88     -      2200.794  (meters)    7220.44   (feet)  ADJUSTED  
 FO0559  ___________________________________________________________________
 FO0559  GEOID HEIGHT-         -19.58  (meters)                     GEOID03
 FO0559  DYNAMIC HT  -        2197.687 (meters)    7210.24  (feet)  COMP
 FO0559  MODELED GRAV-     979,142.2   (mgal)                       NAVD 88
 FO0559
 FO0559  VERT ORDER  -  SECOND    CLASS 0
 FO0559
 FO0559.The horizontal coordinates were scaled from a topographic map and have
 FO0559.an estimated accuracy of +/- 6 seconds.
 FO0559
 FO0559.The orthometric height was determined by differential leveling
 FO0559.and adjusted by the National Geodetic Survey in June 1991..
 FO0559
 FO0559.The geoid height was determined by GEOID03.
 FO0559
 FO0559.The dynamic height is computed by dividing the NAVD 88
 FO0559.geopotential number by the normal gravity value computed on the
 FO0559.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0559.degrees latitude (g = 980.6199 gals.).
 FO0559
 FO0559.The modeled gravity was interpolated from observed gravity values.
 FO0559
 FO0559;                    North         East    Units  Estimated Accuracy
 FO0559;SPC NM C     -   521,940.      466,520.      MT  (+/- 180 meters Scaled)
 FO0559
 FO0559                          SUPERSEDED SURVEY CONTROL
 FO0559
 FO0559  NGVD 29 (??/??/92) 2199.762  (m)         7217.05   (f) ADJ UNCH    2 0
 FO0559
 FO0559.Superseded values are not recommended for survey control.
 FO0559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0559.See file dsdata.txt to determine how the superseded data were derived.
 FO0559
 FO0559_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV534525(NAD 83)
 FO0559_MARKER: DB = BENCH MARK DISK
 FO0559_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FO0559_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FO0559_STAMPING: A 83 1934
 FO0559_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO0559+STABILITY: SURFACE MOTION
 FO0559
 FO0559  HISTORY     - Date     Condition        Report By
 FO0559  HISTORY     - 1934     MONUMENTED       CGS
 FO0559  HISTORY     - 1941     GOOD             NGS
 FO0559  HISTORY     - 1970     MARK NOT FOUND   USGS
 FO0559
 FO0559                          STATION DESCRIPTION
 FO0559
 FO0559'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 FO0559'1.3 MI NE FROM JEMES.
 FO0559'1.3 MILES NORTHEAST ALONG STATE HIGHWAY 4 FROM THE CATHOLIC CHURCH AT
 FO0559'JEMES, SANDOVAL COUNTY, THENCE 10.3 MILES EAST ALONG A ROAD LEADING TO
 FO0559'PENABLANCA.  1.6 MILES EAST OF PALIZA CIVILIAN CONSERVATION CORPS CAMP
 FO0559'F 33 N, 1.1 MILES EAST OF THE JUNCTION OF A ROAD LEADING TO VALLE
 FO0559'GRANDE, 0.6 MILE EAST OF THE ENTRANCE TO A GIRL SCOUT CAMP, 0.3 MILE
 FO0559'WEST OF A CATTLEGUARD, ON THE SIDE OF A MOUNTAIN OVERLOOKING A DEEP
 FO0559'NARROW VALLEY, AT THE FOOT OF A BANK, 95 FEET NORTHEAST OF A SHARP
 FO0559'CURVE, 45 FEET WEST OF A 16-INCH GALVANIZED-IRON PIPE CULVERT, 15 FEET
 FO0559'NORTH OF THE CENTERLINE OF THE ROAD, 2.0 FEET NORTH OF A 4-BY-4-INCH
 FO0559'WHITE WOODEN POST STENCILED U.S.B.M., AND LEVEL WITH THE ROAD. A
 FO0559'STANDARD DISK, STAMPED A 83 1934 AND SET IN THE TOP OF A CONCRETE POST
 FO0559'PROJECTING 0.5 FOOT ABOVE THE GROUND.
 FO0559
 FO0559                          STATION RECOVERY (1970)
 FO0559
 FO0559'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 FO0559'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1144 ***********************************************************************
 GL1144  DESIGNATION -  A 84
 GL1144  PID         -  GL1144
 GL1144  STATE/COUNTY-  NM/UNION
 GL1144  USGS QUAD   -  ALPS MESA (1972)
 GL1144
 GL1144                         *CURRENT SURVEY CONTROL
 GL1144  ___________________________________________________________________
 GL1144* NAD 83(1986)-  36 58 34.     (N)    103 53 11.     (W)     SCALED    
 GL1144* NAVD 88     -      1968.457  (meters)    6458.18   (feet)  ADJUSTED  
 GL1144  ___________________________________________________________________
 GL1144  GEOID HEIGHT-         -19.28  (meters)                     GEOID03
 GL1144  DYNAMIC HT  -        1966.034 (meters)    6450.23  (feet)  COMP
 GL1144  MODELED GRAV-     979,329.3   (mgal)                       NAVD 88
 GL1144
 GL1144  VERT ORDER  -  SECOND    CLASS 0
 GL1144
 GL1144.The horizontal coordinates were scaled from a topographic map and have
 GL1144.an estimated accuracy of +/- 6 seconds.
 GL1144
 GL1144.The orthometric height was determined by differential leveling
 GL1144.and adjusted by the National Geodetic Survey in June 1991..
 GL1144
 GL1144.The geoid height was determined by GEOID03.
 GL1144
 GL1144.The dynamic height is computed by dividing the NAVD 88
 GL1144.geopotential number by the normal gravity value computed on the
 GL1144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL1144.degrees latitude (g = 980.6199 gals.).
 GL1144
 GL1144.The modeled gravity was interpolated from observed gravity values.
 GL1144
 GL1144;                    North         East    Units  Estimated Accuracy
 GL1144;SPC NM E     -   662,920.      204,790.      MT  (+/- 180 meters Scaled)
 GL1144
 GL1144                          SUPERSEDED SURVEY CONTROL
 GL1144
 GL1144  NGVD 29 (??/??/92) 1967.436  (m)         6454.83   (f) ADJ UNCH    2 0
 GL1144
 GL1144.Superseded values are not recommended for survey control.
 GL1144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1144.See file dsdata.txt to determine how the superseded data were derived.
 GL1144
 GL1144_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEA991928(NAD 83)
 GL1144_MARKER: DB = BENCH MARK DISK
 GL1144_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL1144_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL1144_STAMPING: A-84 1934
 GL1144_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL1144+STABILITY: SURFACE MOTION
 GL1144
 GL1144  HISTORY     - Date     Condition        Report By
 GL1144  HISTORY     - 1934     MONUMENTED       CGS
 GL1144
 GL1144                          STATION DESCRIPTION
 GL1144
 GL1144'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GL1144'3.7 MI SE FROM BRANSON.
 GL1144'3.7 MI S.E. ON C. AND S. RY 2 POLES N OF MILE POLE 266, 53 FEET W OF
 GL1144'THE CENTERLINE OF THE TRACK, AND 1 FOOT E OF A TELEGRAPH POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0768 ***********************************************************************
 DS0768  DESIGNATION -  A 85
 DS0768  PID         -  DS0768
 DS0768  STATE/COUNTY-  NM/SOCORRO
 DS0768  USGS QUAD   -  BLACK HILL (1980)
 DS0768
 DS0768                         *CURRENT SURVEY CONTROL
 DS0768  ___________________________________________________________________
 DS0768* NAD 83(1986)-  33 36 15.     (N)    107 11 37.     (W)     SCALED    
 DS0768* NAVD 88     -      1551.966  (meters)    5091.74   (feet)  ADJUSTED  
 DS0768  ___________________________________________________________________
 DS0768  GEOID HEIGHT-         -22.74  (meters)                     GEOID03
 DS0768  DYNAMIC HT  -        1549.683 (meters)    5084.25  (feet)  COMP
 DS0768  MODELED GRAV-     979,111.4   (mgal)                       NAVD 88
 DS0768
 DS0768  VERT ORDER  -  FIRST     CLASS II
 DS0768
 DS0768.The horizontal coordinates were scaled from a topographic map and have
 DS0768.an estimated accuracy of +/- 6 seconds.
 DS0768
 DS0768.The orthometric height was determined by differential leveling
 DS0768.and adjusted by the National Geodetic Survey in June 1991..
 DS0768.WARNING-Repeat measurements at this control monument indicate possible
 DS0768.vertical movement.
 DS0768
 DS0768.The geoid height was determined by GEOID03.
 DS0768
 DS0768.The dynamic height is computed by dividing the NAVD 88
 DS0768.geopotential number by the normal gravity value computed on the
 DS0768.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0768.degrees latitude (g = 980.6199 gals.).
 DS0768
 DS0768.The modeled gravity was interpolated from observed gravity values.
 DS0768
 DS0768;                    North         East    Units  Estimated Accuracy
 DS0768;SPC NM C     -   289,150.      412,430.      MT  (+/- 180 meters Scaled)
 DS0768
 DS0768                          SUPERSEDED SURVEY CONTROL
 DS0768
 DS0768  NGVD 29 (??/??/92) 1551.235  (m)         5089.34   (f) ADJ UNCH    1 2
 DS0768
 DS0768.Superseded values are not recommended for survey control.
 DS0768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0768.See file dsdata.txt to determine how the superseded data were derived.
 DS0768
 DS0768_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBT964204(NAD 83)
 DS0768_MARKER: DB = BENCH MARK DISK
 DS0768_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0768_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0768_STAMPING: A 85 1934
 DS0768_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0768+STABILITY: SURFACE MOTION
 DS0768
 DS0768  HISTORY     - Date     Condition        Report By
 DS0768  HISTORY     - 1934     MONUMENTED       CGS
 DS0768  HISTORY     - 1950     GOOD             NGS
 DS0768
 DS0768                          STATION DESCRIPTION
 DS0768
 DS0768'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 DS0768'30.5 MI SW FROM SAN ANTONIO.
 DS0768'21.1 MILES SOUTHWEST ALONG U.S. HIGHWAY 85 FROM THE ATCHISON, TOPEKA
 DS0768'AND SANTA FE RAILROAD STATION AT SAN ANTONIO, THENCE 9.4 MILES
 DS0768'SOUTHWEST ALONG OLD U.S. HIGHWAY 85, AT A ROAD INTERSECTION, 207 FEET
 DS0768'SOUTHWEST OF THE CENTER LINE OF A ROAD LEADING NORTHWEST TO A RANCH
 DS0768'HOUSE, 53 FEET SOUTHEAST OF THE CENTER LINE OF THE OLD HIGHWAY, 1.9
 DS0768'FEET SOUTHWEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 DS0768'WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0971 ***********************************************************************
 DS0971  DESIGNATION -  A 86
 DS0971  PID         -  DS0971
 DS0971  STATE/COUNTY-  NM/SOCORRO
 DS0971  USGS QUAD   -  MONTOYA BUTTE (1995)
 DS0971
 DS0971                         *CURRENT SURVEY CONTROL
 DS0971  ___________________________________________________________________
 DS0971* NAD 83(1986)-  33 33 57.     (N)    107 34 11.     (W)     SCALED    
 DS0971* NAVD 88     -      1844.768  (meters)    6052.38   (feet)  ADJUSTED  
 DS0971  ___________________________________________________________________
 DS0971  GEOID HEIGHT-         -22.29  (meters)                     GEOID03
 DS0971  DYNAMIC HT  -        1841.901 (meters)    6042.97  (feet)  COMP
 DS0971  MODELED GRAV-     979,017.8   (mgal)                       NAVD 88
 DS0971
 DS0971  VERT ORDER  -  SECOND    CLASS 0
 DS0971
 DS0971.The horizontal coordinates were scaled from a topographic map and have
 DS0971.an estimated accuracy of +/- 6 seconds.
 DS0971
 DS0971.The orthometric height was determined by differential leveling
 DS0971.and adjusted by the National Geodetic Survey in June 1991..
 DS0971
 DS0971.The geoid height was determined by GEOID03.
 DS0971
 DS0971.The dynamic height is computed by dividing the NAVD 88
 DS0971.geopotential number by the normal gravity value computed on the
 DS0971.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0971.degrees latitude (g = 980.6199 gals.).
 DS0971
 DS0971.The modeled gravity was interpolated from observed gravity values.
 DS0971
 DS0971;                    North         East    Units  Estimated Accuracy
 DS0971;SPC NM C     -   285,280.      377,470.      MT  (+/- 180 meters Scaled)
 DS0971
 DS0971                          SUPERSEDED SURVEY CONTROL
 DS0971
 DS0971  NGVD 29 (??/??/92) 1843.900  (m)         6049.53   (f) ADJ UNCH    2 0
 DS0971
 DS0971.Superseded values are not recommended for survey control.
 DS0971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0971.See file dsdata.txt to determine how the superseded data were derived.
 DS0971
 DS0971_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBT614169(NAD 83)
 DS0971_MARKER: DB = BENCH MARK DISK
 DS0971_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DS0971_SP_SET: ROCK CLIFF
 DS0971_STAMPING: A-86 1934
 DS0971_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DS0971
 DS0971  HISTORY     - Date     Condition        Report By
 DS0971  HISTORY     - 1934     MONUMENTED       CGS
 DS0971  HISTORY     - 1939     GOOD             NGS
 DS0971
 DS0971                          STATION DESCRIPTION
 DS0971
 DS0971'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DS0971'3.5 MI S FROM OJO CALIENTE.
 DS0971'3.5 MI S ON ROAD TO MONTICELLO ABOUT 50 YDS W OF THE E END OG A BLUE
 DS0971'LIMESTONE ROCK CLIFF, 122 FEET N OF THE CENTER OF THE RIVER, 36 FEET N
 DS0971'OF THE CENTERLINE OF THE ROAD, AND ABOUT 5 FEET ABOVE THE ROAD
 DS0971'SURFACE.
 DS0971
 DS0971                          STATION RECOVERY (1939)
 DS0971
 DS0971'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1939
 DS0971'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0719 ***********************************************************************
 CX0719  DESIGNATION -  A 87
 CX0719  PID         -  CX0719
 CX0719  STATE/COUNTY-  NM/DONA ANA
 CX0719  USGS QUAD   -  ORGAN PEAK NW (1955)
 CX0719
 CX0719                         *CURRENT SURVEY CONTROL
 CX0719  ___________________________________________________________________
 CX0719* NAD 83(1986)-  32 23 29.     (N)    106 41 46.     (W)     SCALED    
 CX0719* NAVD 88     -      1353.426  (meters)    4440.37   (feet)  ADJUSTED  
 CX0719  ___________________________________________________________________
 CX0719  GEOID HEIGHT-         -23.70  (meters)                     GEOID03
 CX0719  DYNAMIC HT  -        1351.383 (meters)    4433.66  (feet)  COMP
 CX0719  MODELED GRAV-     979,082.3   (mgal)                       NAVD 88
 CX0719
 CX0719  VERT ORDER  -  SECOND    CLASS 0
 CX0719
 CX0719.The horizontal coordinates were scaled from a topographic map and have
 CX0719.an estimated accuracy of +/- 6 seconds.
 CX0719
 CX0719.The orthometric height was determined by differential leveling
 CX0719.and adjusted by the National Geodetic Survey in June 1991..
 CX0719
 CX0719.The geoid height was determined by GEOID03.
 CX0719
 CX0719.The dynamic height is computed by dividing the NAVD 88
 CX0719.geopotential number by the normal gravity value computed on the
 CX0719.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0719.degrees latitude (g = 980.6199 gals.).
 CX0719
 CX0719.The modeled gravity was interpolated from observed gravity values.
 CX0719
 CX0719;                    North         East    Units  Estimated Accuracy
 CX0719;SPC NM C     -   154,350.      458,030.      MT  (+/- 180 meters Scaled)
 CX0719
 CX0719                          SUPERSEDED SURVEY CONTROL
 CX0719
 CX0719  NGVD 29 (??/??/92) 1352.822  (m)         4438.38   (f) ADJ UNCH    2 0
 CX0719
 CX0719.Superseded values are not recommended for survey control.
 CX0719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0719.See file dsdata.txt to determine how the superseded data were derived.
 CX0719
 CX0719_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR404850(NAD 83)
 CX0719_MARKER: DB = BENCH MARK DISK
 CX0719_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX0719_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CX0719_STAMPING: A 87 1934
 CX0719_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX0719+STABILITY: SURFACE MOTION
 CX0719
 CX0719  HISTORY     - Date     Condition        Report By
 CX0719  HISTORY     - 1934     MONUMENTED       CGS
 CX0719  HISTORY     - 1953     GOOD             NGS
 CX0719  HISTORY     - 1963     MARK NOT FOUND   NGS
 CX0719
 CX0719                          STATION DESCRIPTION
 CX0719
 CX0719'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CX0719'7.9 MI NE FROM LAS CRUCES.
 CX0719'7.9 MILES NORTHEAST ALONG U. S. HIGHWAY 70 FROM THE JUNCTION OF U. S.
 CX0719'HIGHWAYS 80 AND 85 AT LAS CRUCES, 0.2 MILE EAST NORTHEAST OF A GROUP
 CX0719'OF FARM BUILDINGS, 80 FEET WEST NORTHWEST OF THE MOST NORTHWESTERLY
 CX0719'ROW OF A DOUBLE ROW OF POWER LINE POLES, 72 1/2 FEET SOUTHEAST OF THE
 CX0719'CENTER LINE OF THE HIGHWAY, 1.9 FEET NORTHWEST OF THE SOUTHEAST
 CX0719'RIGHT-OF-WAY FENCE, 2.9 FEET WEST OF A REFERENCE POST, AND SET IN THE
 CX0719'TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 CX0719
 CX0719                          STATION RECOVERY (1963)
 CX0719
 CX0719'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 CX0719'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0111 ***********************************************************************
 CX0111  DESIGNATION -  A 88
 CX0111  PID         -  CX0111
 CX0111  STATE/COUNTY-  NM/OTERO
 CX0111  USGS QUAD   -  GARTON LAKE (1982)
 CX0111
 CX0111                         *CURRENT SURVEY CONTROL
 CX0111  ___________________________________________________________________
 CX0111* NAD 83(1986)-  32 47 01.     (N)    106 10 18.     (W)     SCALED    
 CX0111* NAVD 88     -      1220.173  (meters)    4003.18   (feet)  POSTED    
 CX0111  ___________________________________________________________________
 CX0111  GEOID HEIGHT-         -23.07  (meters)                     GEOID03
 CX0111  DYNAMIC HT  -        1218.400 (meters)    3997.37  (feet)  COMP
 CX0111  MODELED GRAV-     979,147.1   (mgal)                       NAVD 88
 CX0111
 CX0111  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 CX0111
 CX0111.The horizontal coordinates were scaled from a topographic map and have
 CX0111.an estimated accuracy of +/- 6 seconds.
 CX0111
 CX0111.The orthometric height was determined by differential leveling
 CX0111.and adjusted by the National Geodetic Survey in 1992..
 CX0111.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 CX0111.rate of 1.1 thru 2.0 mm/km.
 CX0111
 CX0111.The geoid height was determined by GEOID03.
 CX0111
 CX0111.The dynamic height is computed by dividing the NAVD 88
 CX0111.geopotential number by the normal gravity value computed on the
 CX0111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0111.degrees latitude (g = 980.6199 gals.).
 CX0111
 CX0111.The modeled gravity was interpolated from observed gravity values.
 CX0111
 CX0111;                    North         East    Units  Estimated Accuracy
 CX0111;SPC NM C     -   197,760.      507,340.      MT  (+/- 180 meters Scaled)
 CX0111
 CX0111                          SUPERSEDED SURVEY CONTROL
 CX0111
 CX0111  NGVD 29 (??/??/92) 1219.579  (m)         4001.24   (f) ADJ UNCH    2 0
 CX0111
 CX0111.Superseded values are not recommended for survey control.
 CX0111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0111.See file dsdata.txt to determine how the superseded data were derived.
 CX0111
 CX0111_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS902279(NAD 83)
 CX0111_MARKER: DB = BENCH MARK DISK
 CX0111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX0111_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CX0111_STAMPING: A 88 1934
 CX0111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX0111+STABILITY: SURFACE MOTION
 CX0111
 CX0111  HISTORY     - Date     Condition        Report By
 CX0111  HISTORY     - 1934     MONUMENTED       CGS
 CX0111  HISTORY     - 1952     MARK NOT FOUND   NGS
 CX0111  HISTORY     - 1973     MARK NOT FOUND   USGS
 CX0111
 CX0111                          STATION DESCRIPTION
 CX0111
 CX0111'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CX0111'16.2 MI W FROM ALAMOGORDO.
 CX0111'16.2 MILES SOUTHWEST ALONG U.S HIGHWAY 70  FROM THE SOUTHERN PACIFIC
 CX0111'CO. RAILROAD STATION AT ALAMOGORDO, OTERO COUNTY, 0.8 MILE NORTHEAST
 CX0111'OF THE JUNCTION OF A ROAD LEADING TO THE WHITE SANDS NATIONAL
 CX0111'MONUMENT, AND 77 FEET EAST OF THE CENTERLINE OF THE HIGHWAY.  A
 CX0111'STANDARD DISK, STAMPED A 88 1934 AND SET IN THE TOP OF A CONCRETE
 CX0111'POST.
 CX0111
 CX0111                          STATION RECOVERY (1973)
 CX0111
 CX0111'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 CX0111'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0301 ***********************************************************************
 CW0301  DESIGNATION -  A 89
 CW0301  PID         -  CW0301
 CW0301  STATE/COUNTY-  NM/OTERO
 CW0301  USGS QUAD   -  ELK (1963)
 CW0301
 CW0301                         *CURRENT SURVEY CONTROL
 CW0301  ___________________________________________________________________
 CW0301* NAD 83(1986)-  32 55 04.     (N)    105 21 52.     (W)     SCALED    
 CW0301* NAVD 88     -      1831.938  (meters)    6010.28   (feet)  ADJUSTED  
 CW0301  ___________________________________________________________________
 CW0301  GEOID HEIGHT-         -20.55  (meters)                     GEOID03
 CW0301  DYNAMIC HT  -        1829.091 (meters)    6000.94  (feet)  COMP
 CW0301  MODELED GRAV-     979,018.4   (mgal)                       NAVD 88
 CW0301
 CW0301  VERT ORDER  -  SECOND    CLASS 0
 CW0301
 CW0301.The horizontal coordinates were scaled from a topographic map and have
 CW0301.an estimated accuracy of +/- 6 seconds.
 CW0301
 CW0301.The orthometric height was determined by differential leveling
 CW0301.and adjusted by the National Geodetic Survey in June 1991..
 CW0301
 CW0301.The geoid height was determined by GEOID03.
 CW0301
 CW0301.The dynamic height is computed by dividing the NAVD 88
 CW0301.geopotential number by the normal gravity value computed on the
 CW0301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0301.degrees latitude (g = 980.6199 gals.).
 CW0301
 CW0301.The modeled gravity was interpolated from observed gravity values.
 CW0301
 CW0301;                    North         East    Units  Estimated Accuracy
 CW0301;SPC NM C     -   212,980.      582,830.      MT  (+/- 180 meters Scaled)
 CW0301
 CW0301                          SUPERSEDED SURVEY CONTROL
 CW0301
 CW0301  NGVD 29 (??/??/92) 1831.211  (m)         6007.90   (f) ADJ UNCH    2 0
 CW0301
 CW0301.Superseded values are not recommended for survey control.
 CW0301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0301.See file dsdata.txt to determine how the superseded data were derived.
 CW0301
 CW0301_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDS659422(NAD 83)
 CW0301_MARKER: DB = BENCH MARK DISK
 CW0301_SETTING: 66 = SET IN ROCK OUTCROP
 CW0301_SP_SET: LIMESTONE LEDGE
 CW0301_STAMPING: A-89 1934
 CW0301_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CW0301+STABILITY: POSITION/ELEVATION WELL
 CW0301
 CW0301  HISTORY     - Date     Condition        Report By
 CW0301  HISTORY     - 1934     MONUMENTED       CGS
 CW0301  HISTORY     - 1963     MARK NOT FOUND   NGS
 CW0301
 CW0301                          STATION DESCRIPTION
 CW0301
 CW0301'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CW0301'8.1 MI E FROM MAYHILL.
 CW0301'8.1 MI. E. OF P.O. ALONG STATE NO. 83 ON THE N. SIDE OF CURVE IN HWY.,
 CW0301'30 FT. E. OF HWY. MARKER NO. 440, 19 FT. N. OF THE CENTER LINE OF
 CW0301'HWY., AND SET IN A LIMESTONE LEDGE.
 CW0301
 CW0301                          STATION RECOVERY (1963)
 CW0301
 CW0301'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 CW0301'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0280 ***********************************************************************
 CW0280  DESIGNATION -  A 90
 CW0280  PID         -  CW0280
 CW0280  STATE/COUNTY-  NM/EDDY
 CW0280  USGS QUAD   -  SIXTEENMILE DRAW EAST (1989)
 CW0280
 CW0280                         *CURRENT SURVEY CONTROL
 CW0280  ___________________________________________________________________
 CW0280* NAD 83(1986)-  32 49 06.     (N)    104 45 54.     (W)     SCALED    
 CW0280* NAVD 88     -      1267.383  (meters)    4158.07   (feet)  ADJUSTED  
 CW0280  ___________________________________________________________________
 CW0280  GEOID HEIGHT-         -22.45  (meters)                     GEOID03
 CW0280  DYNAMIC HT  -        1265.563 (meters)    4152.10  (feet)  COMP
 CW0280  MODELED GRAV-     979,157.9   (mgal)                       NAVD 88
 CW0280
 CW0280  VERT ORDER  -  SECOND    CLASS 0
 CW0280
 CW0280.The horizontal coordinates were scaled from a topographic map and have
 CW0280.an estimated accuracy of +/- 6 seconds.
 CW0280
 CW0280.The orthometric height was determined by differential leveling
 CW0280.and adjusted by the National Geodetic Survey in June 1991..
 CW0280
 CW0280.The geoid height was determined by GEOID03.
 CW0280
 CW0280.The dynamic height is computed by dividing the NAVD 88
 CW0280.geopotential number by the normal gravity value computed on the
 CW0280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0280.degrees latitude (g = 980.6199 gals.).
 CW0280
 CW0280.The modeled gravity was interpolated from observed gravity values.
 CW0280
 CW0280;                    North         East    Units  Estimated Accuracy
 CW0280;SPC NM E     -   201,690.      124,580.      MT  (+/- 180 meters Scaled)
 CW0280
 CW0280                          SUPERSEDED SURVEY CONTROL
 CW0280
 CW0280  NGVD 29 (??/??/92) 1266.845  (m)         4156.31   (f) ADJ UNCH    2 0
 CW0280
 CW0280.Superseded values are not recommended for survey control.
 CW0280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0280.See file dsdata.txt to determine how the superseded data were derived.
 CW0280
 CW0280_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES219311(NAD 83)
 CW0280_MARKER: DB = BENCH MARK DISK
 CW0280_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CW0280_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CW0280_STAMPING: A-90 1934
 CW0280_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CW0280+STABILITY: SURFACE MOTION
 CW0280
 CW0280  HISTORY     - Date     Condition        Report By
 CW0280  HISTORY     - 1934     MONUMENTED       CGS
 CW0280
 CW0280                          STATION DESCRIPTION
 CW0280
 CW0280'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CW0280'2.4 MI W FROM HOPE.
 CW0280'2.4 MI. W. ALONG STATE NO. 83 24 FT. N. OF THE CENTER LINE OF HWY.,
 CW0280'AND 1 FT. S. OF A 3 WIRE FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0354 ***********************************************************************
 DR0354  DESIGNATION -  A 91
 DR0354  PID         -  DR0354
 DR0354  STATE/COUNTY-  NM/CHAVES
 DR0354  USGS QUAD   -  KINCAID RANCH (1955)
 DR0354
 DR0354                         *CURRENT SURVEY CONTROL
 DR0354  ___________________________________________________________________
 DR0354* NAD 83(1986)-  33 04 22.     (N)    104 38 25.     (W)     SCALED    
 DR0354* NAVD 88     -      1171.593  (meters)    3843.80   (feet)  ADJUSTED  
 DR0354  ___________________________________________________________________
 DR0354  GEOID HEIGHT-         -22.76  (meters)                     GEOID03
 DR0354  DYNAMIC HT  -        1169.956 (meters)    3838.43  (feet)  COMP
 DR0354  MODELED GRAV-     979,200.3   (mgal)                       NAVD 88
 DR0354
 DR0354  VERT ORDER  -  SECOND    CLASS 0
 DR0354
 DR0354.The horizontal coordinates were scaled from a topographic map and have
 DR0354.an estimated accuracy of +/- 6 seconds.
 DR0354
 DR0354.The orthometric height was determined by differential leveling
 DR0354.and adjusted by the National Geodetic Survey in June 1991..
 DR0354
 DR0354.The geoid height was determined by GEOID03.
 DR0354
 DR0354.The dynamic height is computed by dividing the NAVD 88
 DR0354.geopotential number by the normal gravity value computed on the
 DR0354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0354.degrees latitude (g = 980.6199 gals.).
 DR0354
 DR0354.The modeled gravity was interpolated from observed gravity values.
 DR0354
 DR0354;                    North         East    Units  Estimated Accuracy
 DR0354;SPC NM E     -   229,870.      136,340.      MT  (+/- 180 meters Scaled)
 DR0354
 DR0354                          SUPERSEDED SURVEY CONTROL
 DR0354
 DR0354  NGVD 29 (??/??/92) 1171.029  (m)         3841.95   (f) ADJ UNCH    2 0
 DR0354
 DR0354.Superseded values are not recommended for survey control.
 DR0354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0354.See file dsdata.txt to determine how the superseded data were derived.
 DR0354
 DR0354_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES335594(NAD 83)
 DR0354_MARKER: DB = BENCH MARK DISK
 DR0354_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR0354_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DR0354_STAMPING: A-91 1934
 DR0354_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR0354+STABILITY: SURFACE MOTION
 DR0354
 DR0354  HISTORY     - Date     Condition        Report By
 DR0354  HISTORY     - 1934     MONUMENTED       CGS
 DR0354  HISTORY     - 1954     GOOD             USGS
 DR0354
 DR0354                          STATION DESCRIPTION
 DR0354
 DR0354'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 DR0354'IN CHAVES COUNTY.
 DR0354'IN CHAVES COUNTY, 14 MI WEST ALONG STATE HWY. 83 FROM HOPE, EDDY
 DR0354'COUNTY, THENCE 25.8 MI. ALONG STATE HWY. 13, THENCE 0.7 MI SOUTHWEST
 DR0354'ALONG ROAD TO KINCAID RANCH, 1.0 MI EAST OF KINCAID RANCH, 160 YDS
 DR0354'NORTHEAST OF A DIRT DAM IN A SMALL DRAW AND 52 FEET SOUTH OF THE
 DR0354'CENTERLINE OF THE ROAD.  A STANDARD DISK, STAMPED A-91 1934 SET IN THE
 DR0354'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0433 ***********************************************************************
 DR0433  DESIGNATION -  A 92
 DR0433  PID         -  DR0433
 DR0433  STATE/COUNTY-  NM/CHAVES
 DR0433  USGS QUAD   -  MARLEY DRAW (1962)
 DR0433
 DR0433                         *CURRENT SURVEY CONTROL
 DR0433  ___________________________________________________________________
 DR0433* NAD 83(1986)-  33 41 00.     (N)    104 34 24.     (W)     SCALED    
 DR0433* NAVD 88     -      1156.711  (meters)    3794.98   (feet)  POSTED    
 DR0433  ___________________________________________________________________
 DR0433  GEOID HEIGHT-         -23.25  (meters)                     GEOID03
 DR0433  DYNAMIC HT  -        1155.140 (meters)    3789.82  (feet)  COMP
 DR0433  MODELED GRAV-     979,238.0   (mgal)                       NAVD 88
 DR0433
 DR0433  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 DR0433
 DR0433.The horizontal coordinates were scaled from a topographic map and have
 DR0433.an estimated accuracy of +/- 6 seconds.
 DR0433
 DR0433.The orthometric height was determined by differential leveling
 DR0433.and adjusted by the National Geodetic Survey in 1992..
 DR0433.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 DR0433.rate of 0.0 thru 1.0 mm/km.
 DR0433
 DR0433.The geoid height was determined by GEOID03.
 DR0433
 DR0433.The dynamic height is computed by dividing the NAVD 88
 DR0433.geopotential number by the normal gravity value computed on the
 DR0433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0433.degrees latitude (g = 980.6199 gals.).
 DR0433
 DR0433.The modeled gravity was interpolated from observed gravity values.
 DR0433
 DR0433;                    North         East    Units  Estimated Accuracy
 DR0433;SPC NM E     -   297,560.      142,750.      MT  (+/- 180 meters Scaled)
 DR0433
 DR0433                          SUPERSEDED SURVEY CONTROL
 DR0433
 DR0433  NGVD 29 (??/??/92) 1156.136  (m)         3793.09   (f) ADJ UNCH    2 0
 DR0433
 DR0433.Superseded values are not recommended for survey control.
 DR0433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0433.See file dsdata.txt to determine how the superseded data were derived.
 DR0433
 DR0433_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SET395271(NAD 83)
 DR0433_MARKER: DB = BENCH MARK DISK
 DR0433_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR0433_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DR0433_STAMPING: A 92 1934
 DR0433_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR0433+STABILITY: SURFACE MOTION
 DR0433
 DR0433  HISTORY     - Date     Condition        Report By
 DR0433  HISTORY     - 1934     MONUMENTED       CGS
 DR0433  HISTORY     - 1962     GOOD             USGS
 DR0433
 DR0433                          STATION DESCRIPTION
 DR0433
 DR0433'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 DR0433'19.9 MI NW FROM ROSWELL.
 DR0433'19.9 MILES NORTHWEST ALONG U. S. HIGHWAY 285 FROM THE COURTHOUSE AT
 DR0433'ROSWELL, CHAVES COUNTY, 1145 FEET WEST OF THE CENTERLINE OF THE
 DR0433'HIGHWAY, 42 FEET EAST OF THE CENTERLINE OF OLD HIGHWAY.  A STANDARD
 DR0433'DISK STAMPED A 92 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0141 ***********************************************************************
 EP0141  DESIGNATION -  A 93
 EP0141  PID         -  EP0141
 EP0141  STATE/COUNTY-  NM/LINCOLN
 EP0141  USGS QUAD   -  RAMON (1982)
 EP0141
 EP0141                         *CURRENT SURVEY CONTROL
 EP0141  ___________________________________________________________________
 EP0141* NAD 83(1986)-  34 13 09.     (N)    104 55 46.     (W)     SCALED    
 EP0141* NAVD 88     -      1589.874  (meters)    5216.11   (feet)  ADJUSTED  
 EP0141  ___________________________________________________________________
 EP0141  GEOID HEIGHT-         -22.55  (meters)                     GEOID03
 EP0141  DYNAMIC HT  -        1587.607 (meters)    5208.67  (feet)  COMP
 EP0141  MODELED GRAV-     979,154.3   (mgal)                       NAVD 88
 EP0141
 EP0141  VERT ORDER  -  SECOND    CLASS 0
 EP0141
 EP0141.The horizontal coordinates were scaled from a topographic map and have
 EP0141.an estimated accuracy of +/- 6 seconds.
 EP0141
 EP0141.The orthometric height was determined by differential leveling
 EP0141.and adjusted by the National Geodetic Survey in June 1991..
 EP0141
 EP0141.The geoid height was determined by GEOID03.
 EP0141
 EP0141.The dynamic height is computed by dividing the NAVD 88
 EP0141.geopotential number by the normal gravity value computed on the
 EP0141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EP0141.degrees latitude (g = 980.6199 gals.).
 EP0141
 EP0141.The modeled gravity was interpolated from observed gravity values.
 EP0141
 EP0141;                    North         East    Units  Estimated Accuracy
 EP0141;SPC NM C     -   357,750.      621,680.      MT  (+/- 180 meters Scaled)
 EP0141
 EP0141                          SUPERSEDED SURVEY CONTROL
 EP0141
 EP0141  NGVD 29 (??/??/92) 1589.112  (m)         5213.61   (f) ADJ UNCH    2 0
 EP0141
 EP0141.Superseded values are not recommended for survey control.
 EP0141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EP0141.See file dsdata.txt to determine how the superseded data were derived.
 EP0141
 EP0141_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SET064864(NAD 83)
 EP0141_MARKER: DB = BENCH MARK DISK
 EP0141_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EP0141_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EP0141_STAMPING: A 93 1934
 EP0141_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EP0141+STABILITY: SURFACE MOTION
 EP0141
 EP0141  HISTORY     - Date     Condition        Report By
 EP0141  HISTORY     - 1934     MONUMENTED       CGS
 EP0141  HISTORY     - 1966     GOOD             USGS
 EP0141
 EP0141                          STATION DESCRIPTION
 EP0141
 EP0141'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 EP0141'1.9 MI SW FROM RAMON.
 EP0141'RAMON, 1.9 MI. SW. OF RAMON, 1.5 MI. WEST AND 0.5 MI. SOUTH OF ALONG
 EP0141'GRADED RD. PASSING THROUGH A RANCH YARD, THENCE SOUTH 0.4 MI. ALONG
 EP0141'GRADED RD.  ABOUT 450 FT. SOUTH OF A RD. FORK.  182 FT. NW. OF THE NW.
 EP0141'SIDE OF A LARGE METAL WATER TANK.  52 FT. WEST OF THE CENTERLINE OF A
 EP0141'TRACK RD.  42 FT. EAST OF THE CENTERLINE OF THE GRADED RD.  A STANDARD
 EP0141'DISK, STAMPED A 93 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0402 ***********************************************************************
 EO0402  DESIGNATION -  A 95
 EO0402  PID         -  EO0402
 EO0402  STATE/COUNTY-  NM/ROOSEVELT
 EO0402  USGS QUAD   -  PORTALES (1985)
 EO0402
 EO0402                         *CURRENT SURVEY CONTROL
 EO0402  ___________________________________________________________________
 EO0402* NAD 83(1986)-  34 11 00.     (N)    103 20 21.     (W)     SCALED    
 EO0402* NAVD 88     -      1222.104  (meters)    4009.52   (feet)  ADJUSTED  
 EO0402  ___________________________________________________________________
 EO0402  GEOID HEIGHT-         -22.91  (meters)                     GEOID03
 EO0402  DYNAMIC HT  -        1220.533 (meters)    4004.37  (feet)  COMP
 EO0402  MODELED GRAV-     979,307.0   (mgal)                       NAVD 88
 EO0402
 EO0402  VERT ORDER  -  FIRST     CLASS II
 EO0402
 EO0402.The horizontal coordinates were scaled from a topographic map and have
 EO0402.an estimated accuracy of +/- 6 seconds.
 EO0402
 EO0402.The orthometric height was determined by differential leveling
 EO0402.and adjusted by the National Geodetic Survey in June 1991..
 EO0402
 EO0402.The geoid height was determined by GEOID03.
 EO0402
 EO0402.The dynamic height is computed by dividing the NAVD 88
 EO0402.geopotential number by the normal gravity value computed on the
 EO0402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0402.degrees latitude (g = 980.6199 gals.).
 EO0402
 EO0402.The modeled gravity was interpolated from observed gravity values.
 EO0402
 EO0402;                    North         East    Units  Estimated Accuracy
 EO0402;SPC NM E     -   353,440.      256,640.      MT  (+/- 180 meters Scaled)
 EO0402
 EO0402                          SUPERSEDED SURVEY CONTROL
 EO0402
 EO0402  NGVD 29 (??/??/92) 1221.582  (m)         4007.81   (f) ADJ UNCH    1 2
 EO0402
 EO0402.Superseded values are not recommended for survey control.
 EO0402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0402.See file dsdata.txt to determine how the superseded data were derived.
 EO0402
 EO0402_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFT530837(NAD 83)
 EO0402_MARKER: DB = BENCH MARK DISK
 EO0402_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EO0402_SP_SET: BUILDING
 EO0402_STAMPING: A 95 1934
 EO0402_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EO0402
 EO0402  HISTORY     - Date     Condition        Report By
 EO0402  HISTORY     - 1934     MONUMENTED       CGS
 EO0402  HISTORY     - 1940     GOOD             NGS
 EO0402  HISTORY     - 20050525 MARK NOT FOUND   USPSQD
 EO0402
 EO0402                          STATION DESCRIPTION
 EO0402
 EO0402'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 EO0402'PORTALES.
 EO0402'BENCH MARK IS AT THE FIRST METHODIST CHURCH, AT THE CORNER OF MONTANA
 EO0402'AND STATE STREETS.  IN THE EAST BRICK BANNISTER OF THE NORTH ENTRANCE
 EO0402'TO THE BUILDING.  ABOUT 2.0 FEET ABOVE THE GROUND.  SET VERTICALLY.
 EO0402'STD. DISK B M IS DRILL HOLE.
 EO0402
 EO0402                          STATION RECOVERY (2005)
 EO0402
 EO0402'RECOVERY NOTE BY US POWER SQUADRON 2005 (RPJ)
 EO0402'THE SITE IS A NEWLY PAVED PARKING LOT IN FRONT OF A NEW CHURCH
 EO0402'BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0324 ***********************************************************************
 CV0324  DESIGNATION -  A 96
 CV0324  PID         -  CV0324
 CV0324  STATE/COUNTY-  NM/LEA
 CV0324  USGS QUAD   -  RATTLESNAKE CANYON (1979)
 CV0324
 CV0324                         *CURRENT SURVEY CONTROL
 CV0324  ___________________________________________________________________
 CV0324* NAD 83(1992)-  32 20 27.66507(N)    103 09 49.97434(W)     ADJUSTED  
 CV0324* NAVD 88     -      1018.057  (meters)    3340.08   (feet)  ADJUSTED  
 CV0324  ___________________________________________________________________
 CV0324  X           -  -1,228,588.096 (meters)                     COMP
 CV0324  Y           -  -5,253,004.789 (meters)                     COMP
 CV0324  Z           -   3,392,973.470 (meters)                     COMP
 CV0324  LAPLACE CORR-           3.76  (seconds)                    DEFLEC99
 CV0324  ELLIP HEIGHT-         995.52  (meters)          (09/09/96) GPS OBS
 CV0324  GEOID HEIGHT-         -22.55  (meters)                     GEOID03
 CV0324  DYNAMIC HT  -        1016.660 (meters)    3335.49  (feet)  COMP
 CV0324  MODELED GRAV-     979,231.8   (mgal)                       NAVD 88
 CV0324
 CV0324  HORZ ORDER  -  B
 CV0324  VERT ORDER  -  FIRST     CLASS I
 CV0324  ELLP ORDER  -  FIRST     CLASS II
 CV0324
 CV0324.The horizontal coordinates were established by GPS observations
 CV0324.and adjusted by the National Geodetic Survey in September 1996..
 CV0324
 CV0324.The orthometric height was determined by differential leveling
 CV0324.and adjusted by the National Geodetic Survey in June 1991..
 CV0324.WARNING-GPS observations at this control monument resulted in a GPS
 CV0324.derived orthometric height which differed from the leveled height by
 CV0324.more than one decimeter (0.1 meter).
 CV0324
 CV0324.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CV0324
 CV0324.The Laplace correction was computed from DEFLEC99 derived deflections.
 CV0324
 CV0324.The ellipsoidal height was determined by GPS observations
 CV0324.and is referenced to NAD 83.
 CV0324
 CV0324.The geoid height was determined by GEOID03.
 CV0324
 CV0324.The dynamic height is computed by dividing the NAVD 88
 CV0324.geopotential number by the normal gravity value computed on the
 CV0324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0324.degrees latitude (g = 980.6199 gals.).
 CV0324
 CV0324.The modeled gravity was interpolated from observed gravity values.
 CV0324
 CV0324;                    North         East     Units Scale Factor Converg.
 CV0324;SPC NM E     -   149,281.087   275,087.480   MT  1.00005849   +0 37 32.4
 CV0324;SPC NM E     -   489,766.37    902,516.17   sFT  1.00005849   +0 37 32.4
 CV0324;SPC TXNC     - 2,084,524.121   161,100.723   MT  0.99994896   -2 32 37.2
 CV0324;SPC TXNC     - 6,838,976.22    528,544.62   sFT  0.99994896   -2 32 37.2
 CV0324;UTM  13      - 3,579,717.485   672,798.952   MT  0.99996823   +0 58 57.0
 CV0324
 CV0324!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CV0324!SPC NM E     -   0.99984372  x   1.00005849  =   0.99990220
 CV0324!SPC TXNC     -   0.99984372  x   0.99994896  =   0.99979268
 CV0324!UTM  13      -   0.99984372  x   0.99996823  =   0.99981195
 CV0324
 CV0324                          SUPERSEDED SURVEY CONTROL
 CV0324
 CV0324  NAD 83(1992)-  32 20 27.67845(N)    103 09 49.96601(W) AD(       ) 2
 CV0324  NAD 83(1986)-  32 20 27.68493(N)    103 09 49.96294(W) AD(       ) 2
 CV0324  NAD 27      -  32 20 27.22700(N)    103 09 48.28300(W) AD(       ) 2
 CV0324  NGVD 29 (??/??/92) 1017.635  (m)         3338.69   (f) ADJ UNCH    1 1
 CV0324
 CV0324.Superseded values are not recommended for survey control.
 CV0324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0324.See file dsdata.txt to determine how the superseded data were derived.
 CV0324
 CV0324_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFR7279979717(NAD 83)
 CV0324_MARKER: DB = BENCH MARK DISK
 CV0324_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0324_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CV0324_STAMPING: A-96 1934
 CV0324_MARK LOGO: CGS   
 CV0324_MAGNETIC: N = NO MAGNETIC MATERIAL
 CV0324_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CV0324+STABILITY: SURFACE MOTION
 CV0324_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CV0324+SATELLITE: SATELLITE OBSERVATIONS - August 20, 1995
 CV0324
 CV0324  HISTORY     - Date     Condition        Report By
 CV0324  HISTORY     - 1935     MONUMENTED       CGS
 CV0324  HISTORY     - 1935     GOOD             CGS
 CV0324  HISTORY     - 1977     GOOD             NGS
 CV0324  HISTORY     - 1982     GOOD             NGS
 CV0324  HISTORY     - 19950820 GOOD             NGS
 CV0324
 CV0324                          STATION DESCRIPTION
 CV0324
 CV0324'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 CV0324'ABOUT 7 MILES SOUTH OF EUNICE, IN THE RIGHT-OF-WAY FENCE ON THE
 CV0324'EAST SIDE OF THE JAL-EUNICE ROAD.  THE MARK IS A STANDARD BENCH
 CV0324'MARK DISK SET IN CONCRETE, AND IS 134.93 FEET FROM STATION SIMS
 CV0324'S 02 DEG 03 MIN W.
 CV0324
 CV0324                          STATION RECOVERY (1935)
 CV0324
 CV0324'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935
 CV0324'6.9 MI S FROM EUNICE.
 CV0324'6.9 MI. S. ALONG T. AND N.M. RY. 98 FT. S. OF THE CENTER LINE OF GRADE
 CV0324'CROSSING, 10 FT. S.W. OF MILE POST NO. 59, 51 FT. W. OF THE CENTER
 CV0324'LINE OF TRACK, 24 FT. E. OF THE CENTER LINE OF HWY., AND 1 FT. E. OF
 CV0324'R.O.W. FENCE.
 CV0324
 CV0324                          STATION RECOVERY (1977)
 CV0324
 CV0324'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CV0324'1.2 MILES EAST ALONG STATE HIGHWAY 8 AND 176 (TEXAS AVENUE) FROM THE
 CV0324'CROSSING OF THE TEXAS NEW MEXICO RAILROAD AT EUNICE, THENCE 7.0 MILES
 CV0324'SOUTHWEST ALONG STATE HIGHWAY 18, 0.5 MILE SOUTHWEST OF THE JUNCTION
 CV0324'OF STATE HIGHWAY LOOP 18, AT HIGHWAY MILEPOST 25 AND AT RAILROAD
 CV0324'MILEPOST 59, 230 FT. NORTHWEST AND ACROSS THE TRACK FROM THE
 CV0324'CENTER LINE OF THE HIGHWAY, 46.5 FT.NORTHWEST OF THE NORTHWEST RAIL OF
 CV0324'THE TRACK FOR THE TEXAS NEW MEXICO RAILROAD, 70 FT. WEST AND ACROSS
 CV0324'THE TRACK FROM THE RAILROAD MILEPOST, 68 FT. SOUTHWEST OF THE
 CV0324'CENTER LINE OF A GRAVEL ROAD, 1.5 FT.SOUTHEAST OF THE RIGHT OF WAY
 CV0324'FENCE,
 CV0324
 CV0324                          STATION RECOVERY (1982)
 CV0324
 CV0324'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CV0324'RECOVERED IN GOOD CONDITION.
 CV0324
 CV0324                          STATION RECOVERY (1995)
 CV0324
 CV0324'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 CV0324'THE STATION IS LOCATED 0.8 KM (0.50 MI) EAST OF EUNICE ON PROPERTY
 CV0324'BELONGING TO THE TEXAS NEW MEXICO RAILROAD.  TO REACH THE STATION FROM
 CV0324'THE JUNCTION OF STATE HIGHWAY 8 AND 176 (TEXAS AVENUE) FROM THE
 CV0324'JUNCTION OF THE TEXAS NEW MEXICO RAILROAD IN EUNICE IN EUNICE, GO 0.75
 CV0324'KM (0.45 MI) EAST ALONG THE HIGHWAYS TO AN INTERSECTION OF THE
 CV0324'HIGHWAYS, GO 11.2 KM (6.95 MI) ALONG STATE HIGHWAY 18 TO HIGHWAY
 CV0324'MILEPOST 25 AND THE STATION RIGHT.  THE STATION IS 70.1 M (230.0 FT)
 CV0324'NORTHWEST OF AND ACROSS THE TRACK OF THE HIGHWAY CENTERLINE, 21.3 M
 CV0324'(69.9 FT) WEST OF AND ACROSS THE TRACK OF RAILROAD MILEPOST NUMBER 59,
 CV0324'20.7 M (67.9 FT) SOUTHWEST OF THE CENTER OF A GRAVEL ROAD, 14.1 M
 CV0324'(46.3 FT) NORTHWEST OF THE NORTHWEST TRACK OF THE RAILROAD, AND 1.5 M
 CV0324'(4.9 FT) SOUTHEAST OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0258 ***********************************************************************
 CW0258  DESIGNATION -  A 97
 CW0258  PID         -  CW0258
 CW0258  STATE/COUNTY-  NM/EDDY
 CW0258  USGS QUAD   -  INDIAN FLATS (1985)
 CW0258
 CW0258                         *CURRENT SURVEY CONTROL
 CW0258  ___________________________________________________________________
 CW0258* NAD 83(1986)-  32 29 56.     (N)    104 05 19.     (W)     SCALED    
 CW0258* NAVD 88     -       987.056  (meters)    3238.37   (feet)  POSTED    
 CW0258  ___________________________________________________________________
 CW0258  GEOID HEIGHT-         -24.11  (meters)                     GEOID03
 CW0258  DYNAMIC HT  -         985.650 (meters)    3233.75  (feet)  COMP
 CW0258  MODELED GRAV-     979,185.2   (mgal)                       NAVD 88
 CW0258
 CW0258  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 CW0258
 CW0258.The horizontal coordinates were scaled from a topographic map and have
 CW0258.an estimated accuracy of +/- 6 seconds.
 CW0258
 CW0258.The orthometric height was determined by differential leveling
 CW0258.and adjusted by the National Geodetic Survey in 1992..
 CW0258.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 CW0258.rate of 0.0 thru 1.0 mm/km.
 CW0258
 CW0258.The geoid height was determined by GEOID03.
 CW0258
 CW0258.The dynamic height is computed by dividing the NAVD 88
 CW0258.geopotential number by the normal gravity value computed on the
 CW0258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0258.degrees latitude (g = 980.6199 gals.).
 CW0258
 CW0258.The modeled gravity was interpolated from observed gravity values.
 CW0258
 CW0258;                    North         East    Units  Estimated Accuracy
 CW0258;SPC NM E     -   166,210.      188,000.      MT  (+/- 180 meters Scaled)
 CW0258
 CW0258                          SUPERSEDED SURVEY CONTROL
 CW0258
 CW0258  NGVD 29 (??/??/92)  986.570  (m)         3236.77   (f) ADJ UNCH    2 0
 CW0258
 CW0258.Superseded values are not recommended for survey control.
 CW0258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0258.See file dsdata.txt to determine how the superseded data were derived.
 CW0258
 CW0258_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SER856961(NAD 83)
 CW0258_MARKER: DB = BENCH MARK DISK
 CW0258_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CW0258_SP_SET: CULVERT
 CW0258_STAMPING: A-97 1935
 CW0258_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CW0258
 CW0258  HISTORY     - Date     Condition        Report By
 CW0258  HISTORY     - 1935     MONUMENTED       CGS
 CW0258
 CW0258                          STATION DESCRIPTION
 CW0258
 CW0258'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 CW0258'9.7 MI E FROM CARLSBAD.
 CW0258'9.7 MI. E. OF COURTHOUSE ALONG U.S. NO. 62 17 FT. S. OF THE CENTER
 CW0258'LINE OF HWY., AND SET IN THE S. HEADWALL OF A 7 X 2 CONC. CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0326 ***********************************************************************
 DQ0326  DESIGNATION -  A 98
 DQ0326  PID         -  DQ0326
 DQ0326  STATE/COUNTY-  NM/LEA
 DQ0326  USGS QUAD   -  HILLBURN CITY (1984)
 DQ0326
 DQ0326                         *CURRENT SURVEY CONTROL
 DQ0326  ___________________________________________________________________
 DQ0326* NAD 83(1986)-  33 04 29.     (N)    103 19 01.     (W)     SCALED    
 DQ0326* NAVD 88     -      1202.421  (meters)    3944.94   (feet)  ADJUSTED  
 DQ0326  ___________________________________________________________________
 DQ0326  GEOID HEIGHT-         -21.81  (meters)                     GEOID03
 DQ0326  DYNAMIC HT  -        1200.783 (meters)    3939.57  (feet)  COMP
 DQ0326  MODELED GRAV-     979,233.0   (mgal)                       NAVD 88
 DQ0326
 DQ0326  VERT ORDER  -  SECOND    CLASS 0
 DQ0326
 DQ0326.The horizontal coordinates were scaled from a topographic map and have
 DQ0326.an estimated accuracy of +/- 6 seconds.
 DQ0326
 DQ0326.The orthometric height was determined by differential leveling
 DQ0326.and adjusted by the National Geodetic Survey in June 1991..
 DQ0326
 DQ0326.The geoid height was determined by GEOID03.
 DQ0326
 DQ0326.The dynamic height is computed by dividing the NAVD 88
 DQ0326.geopotential number by the normal gravity value computed on the
 DQ0326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0326.degrees latitude (g = 980.6199 gals.).
 DQ0326
 DQ0326.The modeled gravity was interpolated from observed gravity values.
 DQ0326
 DQ0326;                    North         East    Units  Estimated Accuracy
 DQ0326;SPC NM E     -   230,500.      259,900.      MT  (+/- 180 meters Scaled)
 DQ0326
 DQ0326                          SUPERSEDED SURVEY CONTROL
 DQ0326
 DQ0326  NGVD 29 (??/??/92) 1201.984  (m)         3943.51   (f) ADJ UNCH    2 0
 DQ0326
 DQ0326.Superseded values are not recommended for survey control.
 DQ0326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0326.See file dsdata.txt to determine how the superseded data were derived.
 DQ0326
 DQ0326_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFS571608(NAD 83)
 DQ0326_MARKER: DB = BENCH MARK DISK
 DQ0326_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0326_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DQ0326_STAMPING: A-98 1934
 DQ0326_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0326+STABILITY: SURFACE MOTION
 DQ0326
 DQ0326  HISTORY     - Date     Condition        Report By
 DQ0326  HISTORY     - 1934     MONUMENTED       CGS
 DQ0326  HISTORY     - 1935     GOOD             NGS
 DQ0326
 DQ0326                          STATION DESCRIPTION
 DQ0326
 DQ0326'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DQ0326'9.5 MI N FROM LOVINGTON.
 DQ0326'9.5 MI. N. ALONG STATE NO. 18 0.5 MI. S. OF A RANCH ROAD TO THE E., 45
 DQ0326'FT. E. OF THE CENTER LINE OF THE ROAD, 15 FT. E. OF THE FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0463 ***********************************************************************
 DR0463  DESIGNATION -  A 99
 DR0463  PID         -  DR0463
 DR0463  STATE/COUNTY-  NM/CHAVES
 DR0463  USGS QUAD   -  DUNLAP SILL (1982)
 DR0463
 DR0463                         *CURRENT SURVEY CONTROL
 DR0463  ___________________________________________________________________
 DR0463* NAD 83(1986)-  33 56 16.     (N)    104 35 43.     (W)     SCALED    
 DR0463* NAVD 88     -      1368.697  (meters)    4490.47   (feet)  ADJUSTED  
 DR0463  ___________________________________________________________________
 DR0463  GEOID HEIGHT-         -23.32  (meters)                     GEOID03
 DR0463  DYNAMIC HT  -        1366.802 (meters)    4484.25  (feet)  COMP
 DR0463  MODELED GRAV-     979,204.0   (mgal)                       NAVD 88
 DR0463
 DR0463  VERT ORDER  -  SECOND    CLASS 0
 DR0463
 DR0463.The horizontal coordinates were scaled from a topographic map and have
 DR0463.an estimated accuracy of +/- 6 seconds.
 DR0463
 DR0463.The orthometric height was determined by differential leveling
 DR0463.and adjusted by the National Geodetic Survey in June 1991..
 DR0463
 DR0463.The geoid height was determined by GEOID03.
 DR0463
 DR0463.The dynamic height is computed by dividing the NAVD 88
 DR0463.geopotential number by the normal gravity value computed on the
 DR0463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0463.degrees latitude (g = 980.6199 gals.).
 DR0463
 DR0463.The modeled gravity was interpolated from observed gravity values.
 DR0463
 DR0463;                    North         East    Units  Estimated Accuracy
 DR0463;SPC NM E     -   325,790.      140,790.      MT  (+/- 180 meters Scaled)
 DR0463
 DR0463                          SUPERSEDED SURVEY CONTROL
 DR0463
 DR0463  NGVD 29 (??/??/92) 1368.053  (m)         4488.35   (f) ADJ UNCH    2 0
 DR0463
 DR0463.Superseded values are not recommended for survey control.
 DR0463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0463.See file dsdata.txt to determine how the superseded data were derived.
 DR0463
 DR0463_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SET374553(NAD 83)
 DR0463_MARKER: DB = BENCH MARK DISK
 DR0463_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR0463_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DR0463_STAMPING: A 99 1934
 DR0463_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR0463+STABILITY: SURFACE MOTION
 DR0463
 DR0463  HISTORY     - Date     Condition        Report By
 DR0463  HISTORY     - 1934     MONUMENTED       CGS
 DR0463  HISTORY     - 1967     GOOD             USGS
 DR0463
 DR0463                          STATION DESCRIPTION
 DR0463
 DR0463'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 DR0463'10.9 MI S FROM DUNLAP.
 DR0463'IN CHAVES COUNTY, ABOUT 10.8 MILES SOUTH ALONG STATE HIGHWAY 20 FROM
 DR0463'DUNLAP, DE BACA COUNTY, THENCE 0.1 MILE WEST ALONG A TRACK ROAD TO AN
 DR0463'OLD HIGHWAY SCAR, THENCE 515 FEET SOUTH ALONG THE SCAR, AND 39 FEET
 DR0463'EAST OF THE CENTERLINE AND 2 FEET HIGHER.  A STANDARD DISK STAMPED A
 DR0463'99 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.7 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1575 ***********************************************************************
 CX1575  DESIGNATION -  A W TOWER
 CX1575  PID         -  CX1575
 CX1575  STATE/COUNTY-  NM/DONA ANA
 CX1575  USGS QUAD   -  NEWMAN NW (1994)
 CX1575
 CX1575                         *CURRENT SURVEY CONTROL
 CX1575  ___________________________________________________________________
 CX1575* NAD 83(1992)-  32 10 04.09868(N)    106 28 08.78242(W)     ADJUSTED  
 CX1575* NAVD 88     -                                                        
 CX1575  ___________________________________________________________________
 CX1575  LAPLACE CORR-          -2.21  (seconds)                    DEFLEC99
 CX1575  GEOID HEIGHT-         -23.77  (meters)                     GEOID03
 CX1575
 CX1575  HORZ ORDER  -  THIRD
 CX1575
 CX1575.The horizontal coordinates were established by classical geodetic methods
 CX1575.and adjusted by the National Geodetic Survey in December 1993..
 CX1575
 CX1575
 CX1575.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1575
 CX1575.The geoid height was determined by GEOID03.
 CX1575
 CX1575;                    North         East     Units Scale Factor Converg.
 CX1575;SPC NM C     -   129,493.827   479,335.805   MT  0.99990526   -0 06 59.9
 CX1575;SPC NM C     -   424,847.66  1,572,620.89   sFT  0.99990526   -0 06 59.9
 CX1575;UTM  13      - 3,559,981.473   361,481.762   MT  0.99983662   -0 46 56.2
 CX1575
 CX1575                          SUPERSEDED SURVEY CONTROL
 CX1575
 CX1575  NAD 83(1986)-  32 10 04.10228(N)    106 28 08.77896(W) AD(       ) 4
 CX1575  NAD 27      -  32 10 03.75000(N)    106 28 06.82200(W) AD(       ) 3
 CX1575
 CX1575.Superseded values are not recommended for survey control.
 CX1575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1575.See file dsdata.txt to determine how the superseded data were derived.
 CX1575
 CX1575_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR6148259981(NAD 83)
 CX1575_MARKER: 55 = TOWER
 CX1575
 CX1575  HISTORY     - Date     Condition        Report By
 CX1575  HISTORY     - 1946     FIRST OBSERVED   CGS
 CX1575  HISTORY     - 1955     GOOD             AMS
 CX1575
 CX1575                          STATION DESCRIPTION
 CX1575
 CX1575'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (EFH)
 CX1575'STATION IS CENTER OF ORANGE-AND-WHITE-PAINTED STEEL-LATTICE
 CX1575'WORK TOWER ABOUT 1.5 MILES EAST OF DONA ANA CAMP.
 CX1575'
 CX1575'THIS IS AN INTERSECTION STATION.
 CX1575
 CX1575                          STATION RECOVERY (1955)
 CX1575
 CX1575'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1955
 CX1575'STATION RECOVERED AS DESCRIBED.  THE TOWER IS 17 FEET SQUARE
 CX1575'AT BOTTOM.  CENTER OF TOWER IS 175 FEET NW OF W CORNER LARGE
 CX1575'BUILDING.  204 FEET NW OF N CORNER LARGE BUILDING.  AND 119
 CX1575'FEET NW OF CENTERLINE NE-SW ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0448 ***********************************************************************
 EO0448  DESIGNATION -  AA
 EO0448  PID         -  EO0448
 EO0448  STATE/COUNTY-  NM/ROOSEVELT
 EO0448  USGS QUAD   -  KRIDER (1987)
 EO0448
 EO0448                         *CURRENT SURVEY CONTROL
 EO0448  ___________________________________________________________________
 EO0448* NAD 83(1986)-  34 26 01.     (N)    103 49 56.     (W)     SCALED    
 EO0448* NAVD 88     -      1314.103  (meters)    4311.35   (feet)  POSTED    
 EO0448  ___________________________________________________________________
 EO0448  GEOID HEIGHT-         -23.36  (meters)                     GEOID03
 EO0448  DYNAMIC HT  -        1312.370 (meters)    4305.67  (feet)  COMP
 EO0448  MODELED GRAV-     979,270.7   (mgal)                       NAVD 88
 EO0448
 EO0448  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 EO0448
 EO0448.The horizontal coordinates were scaled from a topographic map and have
 EO0448.an estimated accuracy of +/- 6 seconds.
 EO0448
 EO0448.The orthometric height was determined by differential leveling
 EO0448.and adjusted by the National Geodetic Survey in 1992..
 EO0448.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 EO0448.rate of 1.1 thru 2.0 mm/km.
 EO0448
 EO0448.The geoid height was determined by GEOID03.
 EO0448
 EO0448.The dynamic height is computed by dividing the NAVD 88
 EO0448.geopotential number by the normal gravity value computed on the
 EO0448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0448.degrees latitude (g = 980.6199 gals.).
 EO0448
 EO0448.The modeled gravity was interpolated from observed gravity values.
 EO0448
 EO0448;                    North         East    Units  Estimated Accuracy
 EO0448;SPC NM E     -   380,870.      211,060.      MT  (+/- 180 meters Scaled)
 EO0448
 EO0448                          SUPERSEDED SURVEY CONTROL
 EO0448
 EO0448  NGVD 29 (??/??/92) 1313.502  (m)         4309.38   (f) ADJ UNCH    1 2
 EO0448
 EO0448.Superseded values are not recommended for survey control.
 EO0448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0448.See file dsdata.txt to determine how the superseded data were derived.
 EO0448
 EO0448_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFU072108(NAD 83)
 EO0448_MARKER: N = NAIL
 EO0448_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EO0448_SP_SET: TREE
 EO0448_STAMPING: AA 1958
 EO0448_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EO0448
 EO0448  HISTORY     - Date     Condition        Report By
 EO0448  HISTORY     - 1958     MONUMENTED       CGS
 EO0448
 EO0448                          STATION DESCRIPTION
 EO0448
 EO0448'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 EO0448'11.7 MI W FROM MELROSE.
 EO0448'ABOUT 11.7 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 EO0448'FROM THE STATION AT MELROSE, 100 FEET NORTH AND ACROSS THE TRACK FROM
 EO0448'THE 18TH TELEPHONE POLE EAST OF MILE POST 693, ON THE WEST SIDE OF THE
 EO0448'BASE OF A 24-INCH COTTONWOOD TREE, 37 1/2 FEET NORTH OF THE NEAR RAIL
 EO0448'OF THE MAIN TRACK, 105 FEET SOUTHWEST OF THE SOUTHWEST LEG OF A
 EO0448'WINDMILL, 161 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 165 FEET
 EO0448'SOUTHWEST OF THE SOUTHWEST CORNER OF AN ABANDONED BUILDING, A COPPER
 EO0448'NAIL DRIVEN IN THE ROOT OF THE TREE, ABOUT FLUSH WITH THE GROUND, AND
 EO0448'ABOUT 4 FEET BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1241 ***********************************************************************
 FO1241  DESIGNATION -  AAA SITE T 3
 FO1241  PID         -  FO1241
 FO1241  STATE/COUNTY-  NM/BERNALILLO
 FO1241  USGS QUAD   -  ALBUQUERQUE EAST (1990)
 FO1241
 FO1241                         *CURRENT SURVEY CONTROL
 FO1241  ___________________________________________________________________
 FO1241* NAD 83(1992)-  35 07 06.14453(N)    106 37 25.84397(W)     ADJUSTED  
 FO1241* NAVD 88     -      1548.89   (+/-2cm)    5081.6    (feet)  VERTCON   
 FO1241  ___________________________________________________________________
 FO1241  LAPLACE CORR-           7.06  (seconds)                    DEFLEC99
 FO1241  GEOID HEIGHT-         -21.20  (meters)                     GEOID03
 FO1241
 FO1241  HORZ ORDER  -  SECOND
 FO1241  VERT ORDER  -  THIRD ? (See Below)
 FO1241
 FO1241.The horizontal coordinates were established by classical geodetic methods
 FO1241.and adjusted by the National Geodetic Survey in December 1993..
 FO1241
 FO1241.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1241.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1241.The vertical order pertains to the NGVD 29 superseded value.
 FO1241
 FO1241.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1241
 FO1241.The geoid height was determined by GEOID03.
 FO1241
 FO1241;                    North         East     Units Scale Factor Converg.
 FO1241;SPC NM C     -   456,769.405   465,924.871   MT  0.99991431   -0 12 54.2
 FO1241;SPC NM C     - 1,498,584.29  1,528,621.85   sFT  0.99991431   -0 12 54.2
 FO1241;UTM  13      - 3,887,376.811   352,028.363   MT  0.99986985   -0 56 03.5
 FO1241
 FO1241!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1241!SPC NM C     -   0.99976026  x   0.99991431  =   0.99967459
 FO1241!UTM  13      -   0.99976026  x   0.99986985  =   0.99963014
 FO1241
 FO1241:                Primary Azimuth Mark                     Grid Az
 FO1241:SPC NM C     -  I25 21                                   016 28 21.1
 FO1241:UTM  13      -  I25 21                                   017 11 30.4
 FO1241
 FO1241|---------------------------------------------------------------------|
 FO1241| PID    Reference Object                     Distance      Geod. Az  |
 FO1241|                                                           dddmmss.s |
 FO1241| FO1245 I25 21                              474.655 METERS 0161526.9 |
 FO1241| FO1244 CANDELARIA                          462.947 METERS 1691152.3 |
 FO1241| FO1239 I25 22                              405.955 METERS 1992747.6 |
 FO1241|---------------------------------------------------------------------|
 FO1241
 FO1241                          SUPERSEDED SURVEY CONTROL
 FO1241
 FO1241  NAD 83(1986)-  35 07 06.15022(N)    106 37 25.84537(W) AD(       ) 2
 FO1241  NAD 27      -  35 07 05.98650(N)    106 37 23.75405(W) AD(       ) 2
 FO1241  NGVD 29 (07/19/86) 1548.07   (m)         5079.0    (f) LEVELING    3  
 FO1241
 FO1241.Superseded values are not recommended for survey control.
 FO1241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1241.See file dsdata.txt to determine how the superseded data were derived.
 FO1241
 FO1241_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU5202887377(NAD 83)
 FO1241_MARKER: DD = SURVEY DISK
 FO1241_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FO1241_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FO1241_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO1241+STABILITY: SURFACE MOTION
 FO1241
 FO1241  HISTORY     - Date     Condition        Report By
 FO1241  HISTORY     - 1969     MONUMENTED       NMHD
 FO1241  HISTORY     - 20050116 MARK NOT FOUND   GEOCAC
 FO1241
 FO1241                          STATION DESCRIPTION
 FO1241
 FO1241'DESCRIBED BY NM HIGHWAY DEPT 1969 (SRC)
 FO1241'THE STATION IS LOCATED ON THE EAST FRONTAGE ROAD OF I-25
 FO1241'APPROXIMATELY 0.3 MILE NORTH OF THE CANDELARIA WEST-BOUND
 FO1241'AND I-25 INTERSECTION.
 FO1241'
 FO1241'TO REACH THE STATION FROM THE INTERSECTION OF CENTRAL AND
 FO1241'THE RAILROAD TRACKS (DOWNTOWN ALBUQUERQUE), GO EAST ON CENTRAL
 FO1241'(U.S.-66) FOR 0.6 MILE AND TURN NORTH ON I-25.  TRAVEL NORTH
 FO1241'ON I-25 FOR 1.90 MILE AND TAKE THE CANDELARIA AND MENAUL EXIT.
 FO1241'GO NORTH ON THE CANDELARIA EXIT AND AT THE STOP SIGN OF
 FO1241'CANDELARIA CONTINUE NORTH AND ENTER THE EAST FRONTAGE ROAD
 FO1241'OF I-25.  TRAVEL NORTH ON THE EAST FRONTAGE ROAD FOR 0.3 MILE.
 FO1241'THE POINT IS THEN TO THE WEST OF THIS LOCATION.  IT IS BETWEEN
 FO1241'THE EAST FRONTAGE ROAD AND THE NORTH-BOUND LANE OF I-25.  IT
 FO1241'IS APPROXIMATELY 1 FT WEST OF THE CENTER OF THE TWO EXISTING
 FO1241'GUARD POLES.
 FO1241'
 FO1241'THE MONUMENT IS A STANDARD CORPS OF ENGINEERING DISK AND IS
 FO1241'STAMPED AAA-SITE-T-NO. 3, AND STANDS APPROXIMATELY 1 FT FROM
 FO1241'THE GROUND LEVEL.
 FO1241'
 FO1241'FOR THE DESCRIPTION TO THE STATION CANDELARIA SEE THE TRIANGULATION
 FO1241'STATION CANDELARIA AND FOR THE DESCRIPTION TO THE STATIONS
 FO1241'I-25-21 AND I-25-22, SEE THE TRAVERSE STATIONS I-25-21 AND
 FO1241'I-25-22.
 FO1241
 FO1241                          STATION RECOVERY (2005)
 FO1241
 FO1241'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 FO1241'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ1046 ***********************************************************************
 EQ1046  DESIGNATION -  ABANDONED RANCH WINDMILL
 EQ1046  PID         -  EQ1046
 EQ1046  STATE/COUNTY-  NM/SOCORRO
 EQ1046  USGS QUAD   -  ARROWHEAD WELL (1995)
 EQ1046
 EQ1046                         *CURRENT SURVEY CONTROL
 EQ1046  ___________________________________________________________________
 EQ1046* NAD 83(1992)-  34 03 26.44732(N)    107 30 39.50976(W)     ADJUSTED  
 EQ1046* NAVD 88     -                                                        
 EQ1046  ___________________________________________________________________
 EQ1046  LAPLACE CORR-           0.55  (seconds)                    DEFLEC99
 EQ1046  GEOID HEIGHT-         -21.61  (meters)                     GEOID03
 EQ1046
 EQ1046  HORZ ORDER  -  THIRD
 EQ1046
 EQ1046.The horizontal coordinates were established by classical geodetic methods
 EQ1046.and adjusted by the National Geodetic Survey in December 1993..
 EQ1046
 EQ1046
 EQ1046.The Laplace correction was computed from DEFLEC99 derived deflections.
 EQ1046
 EQ1046.The geoid height was determined by GEOID03.
 EQ1046
 EQ1046;                    North         East     Units Scale Factor Converg.
 EQ1046;SPC NM C     -   339,731.692   383,591.552   MT  1.00006699   -0 42 22.5
 EQ1046;SPC NM C     - 1,114,603.06  1,258,499.95   sFT  1.00006699   -0 42 22.5
 EQ1046;UTM  13      - 3,771,359.527   268,244.974   MT  1.00026214   -1 24 24.6
 EQ1046
 EQ1046                          SUPERSEDED SURVEY CONTROL
 EQ1046
 EQ1046  NAD 83(1986)-  34 03 26.44758(N)    107 30 39.51089(W) AD(       ) 4
 EQ1046  NAD 27      -  34 03 26.22207(N)    107 30 37.37652(W) AD(       ) 3
 EQ1046
 EQ1046.Superseded values are not recommended for survey control.
 EQ1046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ1046.See file dsdata.txt to determine how the superseded data were derived.
 EQ1046
 EQ1046_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBT6824571360(NAD 83)
 EQ1046_MARKER: 66 = WINDMILL
 EQ1046
 EQ1046  HISTORY     - Date     Condition        Report By
 EQ1046  HISTORY     - 1945     FIRST OBSERVED   CGS
 EQ1046
 EQ1046                          STATION DESCRIPTION
 EQ1046
 EQ1046'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (RAM)
 EQ1046'WINDMILL IS LOCATED ABOUT 16-1/2 MILES (AIR LINE) WSW OF
 EQ1046'MAGDALENA, 10 MILES ESE OF AUGUSTINE, AND 1/4 MILE S OF U.S.
 EQ1046'HIGHWAY 60.  IT IS 23 FEET SSE OF THE EDGE OF A STEEL TANK
 EQ1046'AND NEAR A GROUP OF ABANDONED LOG CABINS AND SHEDS.
 EQ1046'
 EQ1046'THE WINDMILL HAS A 41-FOOT TOWER AND A 16-FOOT WHEEL.  IN
 EQ1046'1945 THE WINDMILL WAS NOT IN OPERATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY1061 ***********************************************************************
 CY1061  DESIGNATION -  ABERDEEN
 CY1061  PID         -  CY1061
 CY1061  STATE/COUNTY-  NM/HIDALGO
 CY1061  USGS QUAD   -  GARY (1980)
 CY1061
 CY1061                         *CURRENT SURVEY CONTROL
 CY1061  ___________________________________________________________________
 CY1061* NAD 83(1992)-  32 17 35.50390(N)    108 45 09.49185(W)     ADJUSTED  
 CY1061* NAVD 88     -      1528.     (meters)    5013.     (feet)  SCALED    
 CY1061  ___________________________________________________________________
 CY1061  LAPLACE CORR-           3.39  (seconds)                    DEFLEC99
 CY1061  GEOID HEIGHT-         -25.59  (meters)                     GEOID03
 CY1061
 CY1061  HORZ ORDER  -  THIRD
 CY1061
 CY1061.The horizontal coordinates were established by classical geodetic methods
 CY1061.and adjusted by the National Geodetic Survey in December 1993..
 CY1061
 CY1061.The orthometric height was scaled from a topographic map.
 CY1061
 CY1061.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY1061
 CY1061.The geoid height was determined by GEOID03.
 CY1061
 CY1061;                    North         East     Units Scale Factor Converg.
 CY1061;SPC NM W     -   143,749.553   743,415.318   MT  1.00000909   -0 29 28.2
 CY1061;SPC NM W     -   471,618.33  2,439,021.76   sFT  1.00000909   -0 29 28.2
 CY1061;UTM  12      - 3,575,152.958   711,620.672   MT  1.00015229   +1 12 04.0
 CY1061
 CY1061!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY1061!SPC NM W     -   0.99976419  x   1.00000909  =   0.99977328
 CY1061!UTM  12      -   0.99976419  x   1.00015229  =   0.99991645
 CY1061
 CY1061:                Primary Azimuth Mark                     Grid Az
 CY1061:SPC NM W     -  85 HILL                                  358 39 47.0
 CY1061:UTM  12      -  85 HILL                                  356 58 14.8
 CY1061
 CY1061|---------------------------------------------------------------------|
 CY1061| PID    Reference Object                     Distance      Geod. Az  |
 CY1061|                                                           dddmmss.s |
 CY1061| CY1062 85 HILL                             APPROX. 2.1 KM 3581018.8 |
 CY1061|---------------------------------------------------------------------|
 CY1061
 CY1061                          SUPERSEDED SURVEY CONTROL
 CY1061
 CY1061  NAD 83(1992)-  32 17 35.50335(N)    108 45 09.49058(W) AD(       ) 3
 CY1061  NAD 83(1986)-  32 17 35.50001(N)    108 45 09.49015(W) AD(       ) 3
 CY1061  NAD 27      -  32 17 35.21367(N)    108 45 07.29526(W) AD(       ) 3
 CY1061
 CY1061.Superseded values are not recommended for survey control.
 CY1061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1061.See file dsdata.txt to determine how the superseded data were derived.
 CY1061
 CY1061_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYA1162175153(NAD 83)
 CY1061
 CY1061  HISTORY     - Date     Condition        Report By
 CY1061  HISTORY     - 1931     MONUMENTED       USGS
 CY1061  HISTORY     - 1934     GOOD             USGS
 CY1061
 CY1061                          STATION DESCRIPTION
 CY1061
 CY1061'DESCRIBED BY US GEOLOGICAL SURVEY 1934
 CY1061'LOCATED 4.5 MI. W. OF S. FROM LORDSBURG, 2 MI. S. OF TOWN OF VALEDON,
 CY1061'0.75 MI. N. OF BALDWIN MINE, AND ON SHARP ROCKY PEAK KNOWN AS ABERDEEN
 CY1061'PEAK.  THERE IS A RD. FROM VALEDON TO BALDWIN MINE AND A BRANCH OF
 CY1061'THIS RD. LEADS TO SMALL MINE SHAFT AT FOOT OF PEAK ON E. SIDE.
 CY1061'STATION IS ABOUT 10 FT. E., THENCE 2 FT. LOWER THAN HIGHEST POINT OF
 CY1061'ROCK SUMMIT.
 CY1061'
 CY1061'STATION MARK--STANDARD TABLET, CEMENTED IN SOLID SLOPING ROCK, AND
 CY1061'STAMPED ---Y 1931---.
 CY1061'
 CY1061'REFERENCE MARK--STANDARD REFERENCE TABLET, CEMENTED IN LARGE SLOPING
 CY1061'ROCK, 19.29 FT. FROM STATION, N 34 DEG 29 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0437 ***********************************************************************
 GN0437  DESIGNATION -  ABIQUIU
 GN0437  PID         -  GN0437
 GN0437  STATE/COUNTY-  NM/RIO ARRIBA
 GN0437  USGS QUAD   -  EL RITO (1995)
 GN0437
 GN0437                         *CURRENT SURVEY CONTROL
 GN0437  ___________________________________________________________________
 GN0437* NAD 83(1992)-  36 15 47.76685(N)    106 14 55.91331(W)     ADJUSTED  
 GN0437* NAVD 88     -      2456.4    (meters)    8059.     (feet)  VERTCON   
 GN0437  ___________________________________________________________________
 GN0437  LAPLACE CORR-          -0.79  (seconds)                    DEFLEC99
 GN0437  GEOID HEIGHT-         -18.68  (meters)                     GEOID03
 GN0437
 GN0437  HORZ ORDER  -  FIRST
 GN0437
 GN0437.The horizontal coordinates were established by classical geodetic methods
 GN0437.and adjusted by the National Geodetic Survey in December 1993..
 GN0437
 GN0437.The NAVD 88 height was computed by applying the VERTCON shift value to
 GN0437.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GN0437
 GN0437.The Laplace correction was computed from DEFLEC99 derived deflections.
 GN0437
 GN0437.The geoid height was determined by GEOID03.
 GN0437
 GN0437;                    North         East     Units Scale Factor Converg.
 GN0437;SPC NM C     -   583,722.630   500,102.002   MT  0.99990000   +0 00 02.4
 GN0437;SPC NM C     - 1,915,096.66  1,640,751.32   sFT  0.99990000   +0 00 02.4
 GN0437;UTM  13      - 4,013,872.678   387,815.392   MT  0.99975506   -0 44 19.6
 GN0437
 GN0437!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GN0437!SPC NM C     -   0.99961756  x   0.99990000  =   0.99951759
 GN0437!UTM  13      -   0.99961756  x   0.99975506  =   0.99937271
 GN0437
 GN0437|---------------------------------------------------------------------|
 GN0437| PID    Reference Object                     Distance      Geod. Az  |
 GN0437|                                                           dddmmss.s |
 GN0437| CD3912 ABIQUIU RM 1                          9.822 METERS 03430     |
 GN0437| CD3913 ABIQUIU RM 2                          7.291 METERS 16200     |
 GN0437| GN0169 K 73                                               1745338.8 |
 GN0437|---------------------------------------------------------------------|
 GN0437
 GN0437                          SUPERSEDED SURVEY CONTROL
 GN0437
 GN0437  NAD 83(1986)-  36 15 47.77075(N)    106 14 55.91885(W) AD(       ) 1
 GN0437  NAD 27      -  36 15 47.70430(N)    106 14 53.82500(W) AD(       ) 1
 GN0437  NGVD 29 (09/14/90) 2455.3    (m)         8055.     (f) VERT ANG       
 GN0437
 GN0437.Superseded values are not recommended for survey control.
 GN0437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0437.See file dsdata.txt to determine how the superseded data were derived.
 GN0437
 GN0437_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCA8781513873(NAD 83)
 GN0437_MARKER: DS = TRIANGULATION STATION DISK
 GN0437_SETTING: 80 = SET IN A BOULDER
 GN0437_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 GN0437_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GN0437
 GN0437  HISTORY     - Date     Condition        Report By
 GN0437  HISTORY     - 1945     MONUMENTED       CGS
 GN0437  HISTORY     - 1951     GOOD             USGS
 GN0437  HISTORY     - 1954     SEE DESCRIPTION  CGS
 GN0437
 GN0437                          STATION DESCRIPTION
 GN0437
 GN0437'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (CAE)
 GN0437'STATION IS LOCATED ON THE HIGHEST POINT OF WHAT IS LOCALLY
 GN0437'KNOWN AS BLACK MESA (THIS IS A PROMINENT MOUNTAIN WITH A
 GN0437'LARGE FLAT MESA ON THE E END).  IT IS LOCATED ABOUT 5 MILES
 GN0437'NE OF ABIQUIU AND ABOUT 4 MILES N OF THE JUNCTION OF U.S.
 GN0437'HIGHWAY 84 AND STATE HIGHWAY 96 WHICH IS ABOUT 3.6 MILES E
 GN0437'OF ABIQUIU.
 GN0437'
 GN0437'TO REACH THE STATION FROM ABIQUIU, GO E ON U.S. HIGHWAY 84
 GN0437'FOR 3.6 MILES TO THE JUNCTION OF HIGHWAY 84 AND STATE HIGHWAY
 GN0437'96.  TURN LEFT ON STATE HIGHWAY 96 AND CONTINUE FOR 0.6
 GN0437'MILE TO A CATTLE GUARD WHICH IS JUST ACROSS THE CHAMA RIVER
 GN0437'BRIDGE.  TURN LEFT ON THE BLADED ROAD JUST BEFORE CROSSING
 GN0437'THE CATTLE GUARD AND CONTINUE ON THE BLADED ROAD FOR 1.8
 GN0437'MILES TO A LARGE STEEL BUMPER GATE ON THE RIGHT AT THE SIGN
 GN0437'PLAZA BLANCA, TURN RIGHT THROUGH THE GATE AND CONTINUE ON
 GN0437'THE TRACK ROAD UP THE CANYON FOR 2.3 MILES TO A POINT ABOUT
 GN0437'0.1 MILE BEFORE COMING TO A LARGE RANCH HOUSE.  THIS IS
 GN0437'THE END OF TRUCK TRAVEL.  DIRECTLY TO THE E IS A LARGE WASH
 GN0437'LEADING UP TO A PROMINENT POINT (THIS POINT IS NOT THE
 GN0437'STATION AS THE STATION IS ABOUT 1 MILE E).  PACK E UP TO
 GN0437'THIS POINT AND CONTINUE DIRECTLY E TO THE HIGHEST POINT
 GN0437'AND THE STATION.
 GN0437'
 GN0437'STATION MARK IS A BRONZE STATION DISK SET IN A BOULDER PROJECTING
 GN0437'ABOUT 3 INCHES AND STAMPED ABIQUIU 1945.  IT IS ON THE E END
 GN0437'OF THE HIGH POINT, ABOUT 10 FEET S OF THE CREST OF THE RIDGE,
 GN0437'AND ABOUT 6 FEET E OF A LARGE PROMINENT HOLE.
 GN0437'
 GN0437'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A LARGE
 GN0437'ROCK OUTCROP PROJECTING ABOUT 3 FEET ON THE S SIDE AND IS
 GN0437'STAMPED ABIQUIU NO 1 1945.  IT IS NNE OF THE STATION AND
 GN0437'ABOUT LEVEL WITH IT.
 GN0437'
 GN0437'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A LARGE
 GN0437'ROCK OUTCROP ON THE S SIDE OF THE RIDGE AND IS STAMPED ABIQUIU
 GN0437'NO 2 1945.  THIS ROCK OUTCROP FORMS THE SHARP CLIFF ON THE
 GN0437'S.  THE MARK IS SSE OF THE STATION AND ABOUT 1-1/2 FEET LOWER.
 GN0437'
 GN0437'AZIMUTH MARK IS A BRONZE BENCH-MARK DISK STAMPED K 73 1934.
 GN0437'IT IS SET IN A 9-INCH SQUARE CONCRETE POST PROJECTING ABOUT
 GN0437'1 FOOT, 36 FEET W OF THE CENTER LINE OF U.S. HIGHWAY 84,
 GN0437'14-1/2 FEET E OF THE FENCE LINE, AND ABOUT 5 MILES S OF THE
 GN0437'STATION.  IT IS REACHED BY CONTINUING S AND E ON U.S. HIGHWAY
 GN0437'84 FOR 1.1 MILES FROM THE JUNCTION OF THE HIGHWAY AND STATE
 GN0437'HIGHWAY 96.
 GN0437
 GN0437                          STATION RECOVERY (1951)
 GN0437
 GN0437'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1951
 GN0437'RECOVERED BY USGS IN 1951 AS DESCRIBED.  USGS DESCRIPTION FOLLOWS
 GN0437'
 GN0437'FROM INTERSECTION OF U.S. HIGHWAY 84 AND STATE HIGHWAY 96, GO N. ON
 GN0437'STATE HIGHWAY 3.4 MI. TO DIRT RD. TO LEFT, FOLLOW DIRT, TRACK RD. 2.6
 GN0437'MI. TO END OF JEEP TRAVEL.  A 1 TO 1-1/2 HOUR PACK IS REQUIRED TO
 GN0437'REACH STATION.  PACK SW. UP RIDGES TO WELL USED TRAIL TO TOP OF MIDDLE
 GN0437'OF LOWER E. END OF MESA, THEN FOLLOW TRAIL W. TO HIGHEST POINT ON W.
 GN0437'END AND STATION.
 GN0437'
 GN0437'RECOVERED AND FOUND TO BE IN GOOD CONDITION BY NGS IN 1954.
 GN0437'DESCRIPTION AND POSITION LISTED IN NGS QUAD 36106-2, STATION 1002.
 GN0437'
 GN0437'STATION MARK--A STANDARD DISK STAMPED---ABIQUIU 1945---, CEMENTED IN
 GN0437'A DRILL HOLE IN THE TOP OF A BOULDER THAT PROJECTS 3 IN. ABOVE THE
 GN0437'GROUND.
 GN0437
 GN0437                          STATION RECOVERY (1954)
 GN0437
 GN0437'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (WRH)
 GN0437'THE STATION, AZIMUTH, AND REFERENCE MARKS WERE RECOVERED AND
 GN0437'FOUND TO BE IN GOOD CONDITION.  A COMPLETE DESCRIPTION FOLLOWS--
 GN0437'
 GN0437'THE STATION IS LOCATED ON THE HIGHEST POINT OF A PROMINENT
 GN0437'MESA ABOUT 5-1/2 MILES AIRLINE NORTHEAST OF ABIQUIU, ABOUT
 GN0437'12 MILES AIRLINE WEST-SOUTHWEST OF OJO CALIENTE, AND ABOUT
 GN0437'21 MILES AIRLINE NORTH-NORTHWEST OF ESPANOLA.
 GN0437'
 GN0437'TO REACH THE STATION FROM THE POST OFFICE IN ABIQUIU GO ABOUT
 GN0437'50 YARDS EAST TO A T-ROAD.  TURN LEFT AND GO NORTHWEST 0.1
 GN0437'MILE TO A T-ROAD.  TURN RIGHT ONTO U.S. HIGHWAY 84 AND GO EAST
 GN0437'3.7 MILES TO A SIDE ROAD ON THE LEFT.  TURN LEFT ONTO STATE
 GN0437'HIGHWAY 96 AND GO NORTH 0.5 MILE TO A SIDE ROAD ON THE LEFT,
 GN0437'ON THE NORTH SIDE OF A BRIDGE.  TURN LEFT AND GO NORTHWEST AND
 GN0437'WEST 1.8 MILES TO A SIDE ROAD AND LARGE GATE ON THE RIGHT.
 GN0437'TURN RIGHT, PASS THROUGH THE GATE AND GO NORTHEAST UP A CANYON
 GN0437'2.3 MILES TO A WASH ON THE RIGHT 0.1 MILE BEFORE REACHING A
 GN0437'LARGE RANCH HOUSE.  PACK NORTHEAST UP THE LEFT SIDE OF THE
 GN0437'WASH ABOUT 3 HOURS TO THE HIGHEST POINT AND THE STATION.
 GN0437'
 GN0437'THE STATION MARK IS A STANDARD DISK STAMPED ABIQUIU 1945
 GN0437'CEMENTED IN A DRILL HOLE IN THE TOP OF A BOULDER THAT PROJECTS
 GN0437'3 INCHES ABOVE THE GROUND.  IT IS 17 FEET EAST OF A 2-FOOT CAIRN.
 GN0437'
 GN0437'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED ABIQUIU NO
 GN0437'1 1945 CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT
 GN0437'PROJECTS 3 FEET ABOVE THE GROUND.  IT IS THE SAME ELEVATION AS
 GN0437'THE STATION.
 GN0437'
 GN0437'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED ABIQUIU NO
 GN0437'2 1945 CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT
 GN0437'PROJECTS 3 FEET ABOVE THE GROUND ON ITS NORTH SIDE.  IT IS 18
 GN0437'INCHES LOWER THAN THE STATION.
 GN0437'
 GN0437'THE AZIMUTH MARK IS LOCATED ON THE SOUTHWEST SIDE OF U.S. HIGHWAY
 GN0437'84 AND IS A U.S. COAST AND GEODETIC SURVEY BENCH MARK DISK
 GN0437'STAMPED K 73 1934 SET IN THE TOP OF A 10-INCH SQUARE CONCRETE
 GN0437'POST THAT PROJECTS 14 INCHES ABOVE THE GROUND.  IT IS 36 FEET
 GN0437'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY AND 14 FEET NORTHEAST
 GN0437'OF A FENCE LINE.
 GN0437'
 GN0437'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF U.S. HIGHWAY 84
 GN0437'AND STATE HIGHWAY 96, 3.7 MILES EAST OF ABIQUIU, GO EAST AND
 GN0437'SOUTHEAST ON U.S. HIGHWAY 84 FOR 1.1 MILES TO THE AZIMUTH MARK
 GN0437'ON THE RIGHT.
 GN0437'
 GN0437'HEIGHT OF STAND--1.29 M.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0454 ***********************************************************************
 GN0454  DESIGNATION -  ABIQUIU 2
 GN0454  PID         -  GN0454
 GN0454  STATE/COUNTY-  NM/RIO ARRIBA
 GN0454  USGS QUAD   -  CANONES (1995)
 GN0454
 GN0454                         *CURRENT SURVEY CONTROL
 GN0454  ___________________________________________________________________
 GN0454* NAD 83(1992)-  36 14 28.82926(N)    106 25 45.31237(W)     ADJUSTED  
 GN0454* NAVD 88     -      1969.     (meters)    6460.     (feet)  SCALED    
 GN0454  ___________________________________________________________________
 GN0454  LAPLACE CORR-          -0.50  (seconds)                    DEFLEC99
 GN0454  GEOID HEIGHT-         -18.61  (meters)                     GEOID03
 GN0454
 GN0454  HORZ ORDER  -  SECOND
 GN0454
 GN0454.The horizontal coordinates were established by classical geodetic methods
 GN0454.and adjusted by the National Geodetic Survey in December 1993..
 GN0454
 GN0454.The orthometric height was scaled from a topographic map.
 GN0454
 GN0454.The Laplace correction was computed from DEFLEC99 derived deflections.
 GN0454
 GN0454.The geoid height was determined by GEOID03.
 GN0454
 GN0454;                    North         East     Units Scale Factor Converg.
 GN0454;SPC NM C     -   581,304.659   483,888.841   MT  0.99990320   -0 06 21.5
 GN0454;SPC NM C     - 1,907,163.70  1,587,558.64   sFT  0.99990320   -0 06 21.5
 GN0454;UTM  13      - 4,011,664.368   371,574.372   MT  0.99980322   -0 50 42.3
 GN0454
 GN0454!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GN0454!SPC NM C     -   0.99969398  x   0.99990320  =   0.99959721
 GN0454!UTM  13      -   0.99969398  x   0.99980322  =   0.99949726
 GN0454
 GN0454                          SUPERSEDED SURVEY CONTROL
 GN0454
 GN0454  NAD 83(1986)-  36 14 28.83191(N)    106 25 45.31744(W) AD(       ) 2
 GN0454  NAD 27      -  36 14 28.76280(N)    106 25 43.20380(W) AD(       ) 2
 GN0454
 GN0454.Superseded values are not recommended for survey control.
 GN0454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0454.See file dsdata.txt to determine how the superseded data were derived.
 GN0454
 GN0454_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCA7157411664(NAD 83)
 GN0454_MARKER: DD = SURVEY DISK
 GN0454_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GN0454_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GN0454_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GN0454+STABILITY: SURFACE MOTION
 GN0454
 GN0454  HISTORY     - Date     Condition        Report By
 GN0454  HISTORY     - 1961     MONUMENTED       USE
 GN0454
 GN0454                          STATION DESCRIPTION
 GN0454
 GN0454'DESCRIBED BY US ENGINEERS 1961 (HWK)
 GN0454'THE STATION IS AT THE SOUTH EDGE OF A BLUFF APPROXIMATELY
 GN0454'600 FEET NORTHWEST OF THE OPERATIONS BUILDING FOR THE ABIQUIU
 GN0454'DAM AND RESERVOIR WHICH IS APPROXIMATELY 7 MILES NORTHWEST
 GN0454'OF ABIQUIU AND 2 MILES SOUTHWEST OF U.S. HIGHWAY 84.
 GN0454'
 GN0454'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION CORP,
 GN0454'DISTANCE BEING 16.87 FEET (5.143 METERS) SOUTHWEST OF STATION
 GN0454'CORP.  THE MARK IS A STANDARD U.S. ARMY CORP OF ENGINEERS
 GN0454'STATION DISK STAMPED ABIQUIU NO 2 EL 6456.84 1953 ALBUQUERQUE
 GN0454'DISTRICT AND IS SET IN ROUND CONCRETE POST WHICH PROJECTS
 GN0454'8 INCHES.  IT IS 31 FEET SOUTHWEST OF A POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0877 ***********************************************************************
 EQ0877  DESIGNATION -  ABODE
 EQ0877  PID         -  EQ0877
 EQ0877  STATE/COUNTY-  NM/BERNALILLO
 EQ0877  USGS QUAD   -  ISLETA (1991)
 EQ0877
 EQ0877                         *CURRENT SURVEY CONTROL
 EQ0877  ___________________________________________________________________
 EQ0877* NAD 83(1992)-  34 54 43.45391(N)    106 38 58.11802(W)     ADJUSTED  
 EQ0877* NAVD 88     -      1600.     (meters)    5249.     (feet)  SCALED    
 EQ0877  ___________________________________________________________________
 EQ0877  LAPLACE CORR-           6.98  (seconds)                    DEFLEC99
 EQ0877  GEOID HEIGHT-         -21.41  (meters)                     GEOID03
 EQ0877
 EQ0877  HORZ ORDER  -  FIRST
 EQ0877
 EQ0877.The horizontal coordinates were established by classical geodetic methods
 EQ0877.and adjusted by the National Geodetic Survey in December 1993..
 EQ0877
 EQ0877.The orthometric height was scaled from a topographic map.
 EQ0877
 EQ0877.The Laplace correction was computed from DEFLEC99 derived deflections.
 EQ0877
 EQ0877.The geoid height was determined by GEOID03.
 EQ0877
 EQ0877;                    North         East     Units Scale Factor Converg.
 EQ0877;SPC NM C     -   433,893.147   463,497.035   MT  0.99991642   -0 13 43.1
 EQ0877;SPC NM C     - 1,423,531.10  1,520,656.52   sFT  0.99991642   -0 13 43.1
 EQ0877;SPC NM W     -   434,467.242   938,181.201   MT  1.00006086   +0 40 39.4
 EQ0877;SPC NM W     - 1,425,414.61  3,078,016.16   sFT  1.00006086   +0 40 39.4
 EQ0877;UTM  13      - 3,864,533.670   349,314.396   MT  0.99987985   -0 56 39.1
 EQ0877
 EQ0877!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EQ0877!SPC NM C     -   0.99975231  x   0.99991642  =   0.99966875
 EQ0877!SPC NM W     -   0.99975231  x   1.00006086  =   0.99981315
 EQ0877!UTM  13      -   0.99975231  x   0.99987985  =   0.99963219
 EQ0877
 EQ0877|---------------------------------------------------------------------|
 EQ0877| PID    Reference Object                     Distance      Geod. Az  |
 EQ0877|                                                           dddmmss.s |
 EQ0877| CD1488 ABODE RM 1                           11.525 METERS 00819     |
 EQ0877| EQ0881 ISLETA WATER TANK                   APPROX. 5.5 KM 2625620.8 |
 EQ0877| CD1489 ABODE RM 2                           12.546 METERS 27619     |
 EQ0877|---------------------------------------------------------------------|
 EQ0877
 EQ0877                          SUPERSEDED SURVEY CONTROL
 EQ0877
 EQ0877  NAD 83(1986)-  34 54 43.45925(N)    106 38 58.11858(W) AD(       ) 1
 EQ0877  NAD 27      -  34 54 43.27114(N)    106 38 56.02852(W) AD(       ) 1
 EQ0877
 EQ0877.Superseded values are not recommended for survey control.
 EQ0877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0877.See file dsdata.txt to determine how the superseded data were derived.
 EQ0877
 EQ0877_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU4931464534(NAD 83)
 EQ0877_MARKER: DS = TRIANGULATION STATION DISK
 EQ0877_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EQ0877_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EQ0877
 EQ0877  HISTORY     - Date     Condition        Report By
 EQ0877  HISTORY     - 1969     MONUMENTED       CGS
 EQ0877
 EQ0877                          STATION DESCRIPTION
 EQ0877
 EQ0877'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JLC)
 EQ0877'THE STATION IS LOCATED ON THE ISLETA PUEBLO INDIAN RESERVATION
 EQ0877'ABOUT 12 MILES SOUTH OF ALBUQUERQUE, 2-1/2 MILES EAST OF
 EQ0877'ISLETA AND 1/4 MILE NORTH OF THE VALENCIA COUNTY LINE.
 EQ0877'
 EQ0877'TO REACH THE STATION FROM THE EAST END OF THE STEEL BRIDGE
 EQ0877'OVER THE RIO GRANDE JUST EAST OF THE SMALL SETTLEMENT OF
 EQ0877'ISLETA, GO EAST ON STATE HIGHWAY 147 FOR 0.15 MILE TO THE
 EQ0877'JUNCTION OF STATE HIGHWAY 47.  CONTINUE EAST, CROSSING STATE
 EQ0877'HIGHWAY 47 TO A CATTLE GUARD IN THE EAST RIGHT-OF-WAY FENCE
 EQ0877'ALONG THE HIGHWAY.  GO NORTHEAST AND EAST ON A DIRT ROAD,
 EQ0877'PASSING BETWEEN SOME ADOBE HOUSES, FOR 0.35 MILE TO A CATTLE
 EQ0877'GUARD.  CONTINUE EAST ON THE DIRT ROAD FOR 1.7 MILES TO A
 EQ0877'CATTLE GUARD IN A NORTH-SOUTH FENCE LINE.  TURN RIGHT AND
 EQ0877'GO SOUTH ALONG THE WEST SIDE OF THE FENCE FOR 0.2 MILE TO
 EQ0877'THE STATION ON THE RIGHT.
 EQ0877'
 EQ0877'THE STATION MARK IS A STANDARD DISK STAMPED ABODE 1969, SET
 EQ0877'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT PROJECTING
 EQ0877'5 INCHES ABOVE THE GROUND SURFACE.  IT IS 138 FEET WEST OF
 EQ0877'THE NORTH-SOUTH FENCE AND 6.1 FEET NORTH OF A METAL WITNESS
 EQ0877'POST.
 EQ0877'
 EQ0877'REFERENCE MARK 1 IS A STANDARD DISK STAMPED ABODE NO 1 1969,
 EQ0877'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 EQ0877'PROJECTING 2 INCHES ABOVE THE GROUND SURFACE.  IT IS 136 FEET
 EQ0877'WEST OF THE NORTH-SOUTH FENCE AND 43.9 FEET NORTH OF THE METAL
 EQ0877'WITNESS POST.
 EQ0877'
 EQ0877'REFERENCE MARK 2 IS A STANDARD DISK STAMPED ABODE NO 2 1969,
 EQ0877'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 EQ0877'PROJECTING 6 INCHES ABOVE THE GROUND SURFACE.  IT IS 179 FEET
 EQ0877'WEST OF THE NORTH-SOUTH FENCE AND 41.6 FEET WEST OF THE METAL
 EQ0877'WITNESS POST.
 EQ0877'
 EQ0877'NOTE--NO AZIMUTH MARK WAS SET AT THIS STATION.
 EQ0877'
 EQ0877'HEIGHT OF LIGHT ABOVE STATION MARK 1.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC7400 ***********************************************************************
 AC7400  DESIGNATION -  ABQ E
 AC7400  PID         -  AC7400
 AC7400  STATE/COUNTY-  NM/BERNALILLO
 AC7400  USGS QUAD   -  ALBUQUERQUE WEST (1990)
 AC7400
 AC7400                         *CURRENT SURVEY CONTROL
 AC7400  ___________________________________________________________________
 AC7400* NAD 83(1992)-  35 01 32.27119(N)    106 37 46.58695(W)     ADJUSTED  
 AC7400* NAVD 88     -      1620.1    (meters)    5315.     (feet)  GPS OBS   
 AC7400  ___________________________________________________________________
 AC7400  X           -  -1,496,769.849 (meters)                     COMP
 AC7400  Y           -  -5,011,354.512 (meters)                     COMP
 AC7400  Z           -   3,641,113.426 (meters)                     COMP
 AC7400  LAPLACE CORR-           7.11  (seconds)                    DEFLEC99
 AC7400  ELLIP HEIGHT-        1598.79  (meters)          (11/16/01) GPS OBS
 AC7400  GEOID HEIGHT-         -21.27  (meters)                     GEOID03
 AC7400
 AC7400  HORZ ORDER  -  THIRD
 AC7400  ELLP ORDER  -  FOURTH    CLASS I
 AC7400
 AC7400.This mark is at Albuquerque Int'l Airport (ABQ)
 AC7400
 AC7400.The horizontal coordinates were established by GPS observations
 AC7400.and adjusted by the National Geodetic Survey in January 1998..
 AC7400
 AC7400.The orthometric height was determined by GPS observations and a
 AC7400.high-resolution geoid model.
 AC7400
 AC7400.Photographs are available for this station.
 AC7400
 AC7400.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7400
 AC7400.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC7400
 AC7400.The ellipsoidal height was determined by GPS observations
 AC7400.and is referenced to NAD 83.
 AC7400
 AC7400.The geoid height was determined by GEOID03.
 AC7400
 AC7400;                    North         East     Units Scale Factor Converg.
 AC7400;SPC NM C     -   446,483.304   465,360.514   MT  0.99991478   -0 13 04.4
 AC7400;SPC NM C     - 1,464,837.31  1,526,770.29   sFT  0.99991478   -0 13 04.4
 AC7400;UTM  13      - 3,877,099.041   351,335.108   MT  0.99987239   -0 56 07.7
 AC7400
 AC7400!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7400!SPC NM C     -   0.99974911  x   0.99991478  =   0.99966391
 AC7400!UTM  13      -   0.99974911  x   0.99987239  =   0.99962153
 AC7400
 AC7400                          SUPERSEDED SURVEY CONTROL
 AC7400
 AC7400  ELLIP H (01/07/98) 1598.89   (m)                       GP(       ) 4 1
 AC7400
 AC7400.Superseded values are not recommended for survey control.
 AC7400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7400.See file dsdata.txt to determine how the superseded data were derived.
 AC7400
 AC7400_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU5133577099(NAD 83)
 AC7400_MARKER: DT = TOPOGRAPHIC STATION DISK
 AC7400_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AC7400_SP_SET: CONCRETE WATER MAIN
 AC7400_STAMPING: ABQ E 1991
 AC7400_MARK LOGO: NOS   
 AC7400_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC7400_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC7400+STABILITY: SURFACE MOTION
 AC7400_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7400+SATELLITE: SATELLITE OBSERVATIONS - April 03, 1997
 AC7400
 AC7400  HISTORY     - Date     Condition        Report By
 AC7400  HISTORY     - 1991     MONUMENTED       NOS
 AC7400  HISTORY     - 19960109 GOOD             CHANCE
 AC7400  HISTORY     - 19970403 GOOD             NGS
 AC7400
 AC7400                          STATION DESCRIPTION
 AC7400
 AC7400'DESCRIBED BY NATIONAL OCEAN SERVICE 1991 (RAH)
 AC7400'THE STATION IS LOCATED AT THE SOUTHWEST END OF ALBUQUERQUE INTL
 AC7400'AIRPORT, NORTHWEST OF RUNWAY END 3.  THE STATION IS 25.4 FT (7.7 M)
 AC7400'SOUTHEAST OF THE PERIMETER FENCE, 15.2 FT (4.6 M) NORTHWEST OF THE
 AC7400'CENTER LINE OF THE SERVICE ROAD, 5.0 FT (1.5 M) NORTHEAST OF A FIRE
 AC7400'HYDRANT, AND 1.3 FT (0.4 M) FROM THE CENTER OF WATER MAIN COVER.  THE
 AC7400'STATION IS A STANDARD NOS DISK SET IN A DRILL HOLE AT THE NORTH CORNER
 AC7400'OF WATER MAIN (4 X 4 CONCRETE PAD) .
 AC7400
 AC7400                          STATION RECOVERY (1996)
 AC7400
 AC7400'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (MFY)
 AC7400'RECOVERY NOTE BY CHANCE 1996 RECOVERED IN GOOD CONDITION.  A NEW AND
 AC7400'COMPLETE DESCRIPTION FOLLOWS THE STATION IS LOCATED APPROXIMATELY 4.8
 AC7400'KM (3.00 MI) SOUTHEAST OF ALBUQUERQUE AT THE ALBUQUERQUE INTERNATIONAL
 AC7400'AIRPORT.  OWNERSHIP -- CITY OF ALBUQUERQUE, BOB MULLIKAN - OPERATIONS
 AC7400'(OPS-60) , PHONE (505) 842-4379 TO REACH THE STATION FROM THE JUNCTION
 AC7400'OF GIBSON BOULEVARD AND INTERSTATE HIGHWAY 25 IN ALBUQUERQUE, PROCEED
 AC7400'EAST ALONG GIBSON BOULEVARD FOR 1.5 KM (0.95 MI) TO THE JUNCTION WITH
 AC7400'YALE BOULEVARD. TURN RIGHT AND GO SOUTH ALONG YALE BOULEVARD FOR 1.0
 AC7400'KM (0.60 MI) TO THE JUNCTION WITH AIR CARGO TERMINAL ROAD.  PROCEED
 AC7400'SOUTHERLY ALONG AIR CARGO TERMINAL ROAD FOR 1.0 KM (0.60 MI) TO THE
 AC7400'JUNCTION WITH GEORGE ROAD.  GO EAST ALONG GEORGE ROAD FOR 0.1 KM (0.05
 AC7400'MI) TO THE JUNCTION WITH THE WEST GATE ENTRANCE ROAD.  PROCEED SOUTH
 AC7400'ALONG THE WEST GATE ENTRANCE ROAD FOR 0.1 KM (0.05 MI) TO THE WEST
 AC7400'SECURITY GATE.  PASS THROUGH THE GATE AND GO SOUTHWEST TO THE APPROACH
 AC7400'END OF RUNWAY 3 TO THE STATION ON A ROAD NORTHWEST OF THE APPROACH END
 AC7400'OF RUNWAY 3 THE STATION IS A STANDARD NOS DISK SET INTO A DRILL HOLE
 AC7400'AT THE CORNER OF A WATER MAIN (4- BY 4- FOOT CONCRETE PAD) .  THE
 AC7400'STATION IS LOCATED 1.5 M (4.9 FT) NORTHEAST OF A FIRE HYDRANT
 AC7400
 AC7400                          STATION RECOVERY (1997)
 AC7400
 AC7400'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 AC7400'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC7038 ***********************************************************************
 AC7038  SACS        -  This is a Secondary Airport Control Station.
 AC7038  DESIGNATION -  ABQ F
 AC7038  PID         -  AC7038
 AC7038  STATE/COUNTY-  NM/BERNALILLO
 AC7038  USGS QUAD   -  ALBUQUERQUE WEST (1990)
 AC7038
 AC7038                         *CURRENT SURVEY CONTROL
 AC7038  ___________________________________________________________________
 AC7038* NAD 83(1992)-  35 01 34.95330(N)    106 37 45.08087(W)     ADJUSTED  
 AC7038* NAVD 88     -      1620.10   (meters)    5315.3    (feet)  GPS OBS   
 AC7038  ___________________________________________________________________
 AC7038  X           -  -1,496,719.679 (meters)                     COMP
 AC7038  Y           -  -5,011,319.974 (meters)                     COMP
 AC7038  Z           -   3,641,181.129 (meters)                     COMP
 AC7038  LAPLACE CORR-           7.13  (seconds)                    DEFLEC99
 AC7038  ELLIP HEIGHT-        1598.79  (meters)          (08/10/01) GPS OBS
 AC7038  GEOID HEIGHT-         -21.27  (meters)                     GEOID03
 AC7038
 AC7038  HORZ ORDER  -  FIRST
 AC7038  ELLP ORDER  -  THIRD     CLASS II
 AC7038
 AC7038.This mark is at Albuquerque Int'l Airport (ABQ)
 AC7038
 AC7038.The horizontal coordinates were established by GPS observations
 AC7038.and adjusted by the National Geodetic Survey in March 1997..
 AC7038
 AC7038.The orthometric height was determined by GPS observations and a
 AC7038.high-resolution geoid model.
 AC7038
 AC7038.GPS derived orthometric heights for airport stations designated as
 AC7038.PACS or SACS are published to 2 decimal places.  This maintains
 AC7038.centimeter relative accuracy between the PACS and SACS.  It does
 AC7038.not indicate centimeter accuracy relative to other marks which are
 AC7038.part of the NAVD 88 network.
 AC7038
 AC7038.Photographs are available for this station.
 AC7038
 AC7038.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7038
 AC7038.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC7038
 AC7038.The ellipsoidal height was determined by GPS observations
 AC7038.and is referenced to NAD 83.
 AC7038
 AC7038.The geoid height was determined by GEOID03.
 AC7038
 AC7038;                    North         East     Units Scale Factor Converg.
 AC7038;SPC NM C     -   446,565.806   465,399.003   MT  0.99991475   -0 13 03.5
 AC7038;SPC NM C     - 1,465,107.98  1,526,896.56   sFT  0.99991475   -0 13 03.5
 AC7038;UTM  13      - 3,877,181.051   351,374.626   MT  0.99987225   -0 56 06.9
 AC7038
 AC7038!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7038!SPC NM C     -   0.99974911  x   0.99991475  =   0.99966388
 AC7038!UTM  13      -   0.99974911  x   0.99987225  =   0.99962139
 AC7038
 AC7038                          SUPERSEDED SURVEY CONTROL
 AC7038
 AC7038  ELLIP H (03/20/97) 1598.89   (m)                       GP(       ) 3 1
 AC7038
 AC7038.Superseded values are not recommended for survey control.
 AC7038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7038.See file dsdata.txt to determine how the superseded data were derived.
 AC7038
 AC7038_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU5137577181(NAD 83)
 AC7038_MARKER: DD = SURVEY DISK
 AC7038_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AC7038_STAMPING: ABQ F 1996
 AC7038_MARK LOGO: NGS   
 AC7038_PROJECTION: FLUSH
 AC7038_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC7038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC7038+STABILITY: SURFACE MOTION
 AC7038_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7038+SATELLITE: SATELLITE OBSERVATIONS - April 03, 1997
 AC7038_ROD/PIPE-DEPTH: 1.00 meters
 AC7038
 AC7038  HISTORY     - Date     Condition        Report By
 AC7038  HISTORY     - 1996     MONUMENTED       CHANCE
 AC7038  HISTORY     - 19970403 GOOD             NGS
 AC7038
 AC7038                          STATION DESCRIPTION
 AC7038
 AC7038'DESCRIBED BY JE CHANCE AND ASSOCIATES 1996 (SC)
 AC7038'THE STATION IS LOCATED APPROXIMATELY 4.8 KM (3.00 MI) SOUTHEAST OF
 AC7038'ALBURQUERQUE AT THE ALBURQUERQUE INTERNATIONAL AIRPORT.  OWNERSHIP --
 AC7038'CITY OF ALBURQUERQUE, BARRY KAMAHOOT - OPERATIONS (OPS-60) , PHONE
 AC7038'(505) 842-4379 TO REACH THE STATION FROM THE JUNCTION OF GIBSON
 AC7038'BOULEVARD AND INTERSTATE 25 IN ALBUQUERQUE, PROCEED EAST ALONG GIBSON
 AC7038'BOULEVARD FOR 1.5 KM (0.95 MI) TO THE JUNCTION WITH YALE BOULEVARD.
 AC7038'TURN RIGHT AND GO SOUTH ALONG YALE BOULEVARD FOR 1.0 KM (0.60 MI) TO
 AC7038'THE JUNCTION WITH AIR CARGO TERMINAL ROAD.  PROCEED SOUTHERLY ALONG
 AC7038'AIR CARGO TERMINAL ROAD FOR 0.1 KM (0.05 MI) TO THE JUNCTION WITH
 AC7038'GEORGE ROAD. GO EAST ALONG GEORGE ROAD FOR 0.1 KM (0.05 MI) TO THE
 AC7038'JUNCTION WITH WITH THE WEST GATE ENTRANCE ROAD.  GO SOUTHERLY ALONG
 AC7038'THE WEST GATE ENTRANCE ROAD FOR 0.1 KM (0.05 MI) TO THE WEST SECURITY
 AC7038'GATE BY THE AIR FREIGHT OFFICES.  PASS THROUGH GATE AND PROCEED SOUTH
 AC7038'AND SOUTHWEST ACROSS APRON FOR 0.25 KM (0.15 MI) TO A SERVICE ROAD.
 AC7038'CONTINUE SOUTHERLY ALONG THE SERVICE ROAD FOR 0.8 KM (0.50 MI) TO THE
 AC7038'JUNCTION WITH TAXIWAY K.  PROCEED SOUTHEAST ALONG TAXIWAY K FOR 0.5 KM
 AC7038'(0.30 MI) TO THE JUNCTION WITH THE PERIMETER ROAD.  TURN RIGHT AND GO
 AC7038'SOUTHWEST ALONG PERIMETER ROAD FOR 1.6 KM (1.00 MI) TO THE STATION ON
 AC7038'THE RIGHT BETWEEN THE PERIMETER ROAD AND FENCE LINE THE STATION IS THE
 AC7038'CENTER OF A 5 CM SURVEY DISK SET INTO THE TOP OF A 1.0 M (3.3 FT) LONG
 AC7038'FENO PIPE, RECESSED 8 CM BELOW GROUND LEVEL AND ENCASED IN A 12.7 CM
 AC7038'DIA PVC PIPE WITH NGS LOGO CAP SURROUNDED BY CONCRETE.  THE LOGO CAP
 AC7038'AND CONCRETE ARE SET FLUSH WITH THE GROUND. THREE CIRCULAR ANCHOR
 AC7038'PRONGS EXTEND FROM THE BOTTOM OF THE PIPE.  THE STATION IS LOCATED
 AC7038'23.90 M (78.41 FT) NORTHWEST OF THE CENTERLINE OF THE PERIMETER ROAD,
 AC7038'74.80 M (245.41 FT) NORTHWEST OF THE NORTHWEST EDGE OF TAXIWAY F,
 AC7038'27.80 M (91.21 FT) NORTHEAST OF THE FIRST TALL FENCE POST NORTH OF THE
 AC7038'FENCE CORNER, 48.65 M (159.61 FT) NORTHEAST OF THE CORNER FENCE POST,
 AC7038'48.60 M (159.45 FT) NORTH-NORTHEAST OF THE NORTHERNMOST CORNER OF A
 AC7038'UTILITY DUCT, 91.0 M (298.6 FT) NORTH-NORTHEAST OF NOS DISK IN A
 AC7038'CONCRETE PAD STAMPED ABQ E 1991, 92.40 M (303.15 FT) NORTH-NORTHEAST
 AC7038'OF A FIRE HYDRANT, AND 6.10 M (20.01 FT) EAST-SOUTHEAST OF A CARSONITE
 AC7038'WITNESS POST AT A FENCE LINE THE STATION IS DESIGNATED AS A SECONDARY
 AC7038'AIRPORT CONTROL STATION (SACS) - NEW MEXICO ANA SURVEYS 1996
 AC7038
 AC7038                          STATION RECOVERY (1997)
 AC7038
 AC7038'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 AC7038'RECOVERED AS DESCRIBED IN GOOD CONDITION.  CONTACT JAMES P.  WHITE
 AC7038'OPERATIONS (OPS 60) PHONE (505) 842-4366.  THE STATION IS DESIGNATED
 AC7038'AS A SECONDARY AIRPORT CONTROL STATION (SACS) .
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC7039 ***********************************************************************
 AC7039  SACS        -  This is a Secondary Airport Control Station.
 AC7039  DESIGNATION -  ABQ G
 AC7039  PID         -  AC7039
 AC7039  STATE/COUNTY-  NM/BERNALILLO
 AC7039  USGS QUAD   -  ALBUQUERQUE EAST (1990)
 AC7039
 AC7039                         *CURRENT SURVEY CONTROL
 AC7039  ___________________________________________________________________
 AC7039* NAD 83(1992)-  35 02 31.12776(N)    106 36 20.88352(W)     ADJUSTED  
 AC7039* NAVD 88     -      1620.19   (meters)    5315.6    (feet)  GPS OBS   
 AC7039  ___________________________________________________________________
 AC7039  X           -  -1,494,389.902 (meters)                     COMP
 AC7039  Y           -  -5,010,978.109 (meters)                     COMP
 AC7039  Z           -   3,642,599.070 (meters)                     COMP
 AC7039  LAPLACE CORR-           8.11  (seconds)                    DEFLEC99
 AC7039  ELLIP HEIGHT-        1599.00  (meters)          (08/10/01) GPS OBS
 AC7039  GEOID HEIGHT-         -21.16  (meters)                     GEOID03
 AC7039
 AC7039  HORZ ORDER  -  FIRST
 AC7039  ELLP ORDER  -  THIRD     CLASS II
 AC7039
 AC7039.This mark is at Albuquerque Int'l Airport (ABQ)
 AC7039
 AC7039.The horizontal coordinates were established by GPS observations
 AC7039.and adjusted by the National Geodetic Survey in March 1997..
 AC7039
 AC7039.The orthometric height was determined by GPS observations and a
 AC7039.high-resolution geoid model.
 AC7039
 AC7039.GPS derived orthometric heights for airport stations designated as
 AC7039.PACS or SACS are published to 2 decimal places.  This maintains
 AC7039.centimeter relative accuracy between the PACS and SACS.  It does
 AC7039.not indicate centimeter accuracy relative to other marks which are
 AC7039.part of the NAVD 88 network.
 AC7039
 AC7039.Photographs are available for this station.
 AC7039
 AC7039.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7039
 AC7039.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC7039
 AC7039.The ellipsoidal height was determined by GPS observations
 AC7039.and is referenced to NAD 83.
 AC7039
 AC7039.The geoid height was determined by GEOID03.
 AC7039
 AC7039;                    North         East     Units Scale Factor Converg.
 AC7039;SPC NM C     -   448,288.916   467,539.352   MT  0.99991298   -0 12 15.5
 AC7039;SPC NM C     - 1,470,761.22  1,533,918.69   sFT  0.99991298   -0 12 15.5
 AC7039;UTM  13      - 3,878,877.137   353,536.293   MT  0.99986438   -0 55 19.8
 AC7039
 AC7039!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7039!SPC NM C     -   0.99974907  x   0.99991298  =   0.99966208
 AC7039!UTM  13      -   0.99974907  x   0.99986438  =   0.99961349
 AC7039
 AC7039                          SUPERSEDED SURVEY CONTROL
 AC7039
 AC7039  ELLIP H (03/20/97) 1599.10   (m)                       GP(       ) 3 1
 AC7039
 AC7039.Superseded values are not recommended for survey control.
 AC7039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7039.See file dsdata.txt to determine how the superseded data were derived.
 AC7039
 AC7039_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU5353678877(NAD 83)
 AC7039_MARKER: DD = SURVEY DISK
 AC7039_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AC7039_STAMPING: ABQ G 1996
 AC7039_MARK LOGO: NGS   
 AC7039_PROJECTION: FLUSH
 AC7039_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC7039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC7039+STABILITY: SURFACE MOTION
 AC7039_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7039+SATELLITE: SATELLITE OBSERVATIONS - April 03, 1997
 AC7039_ROD/PIPE-DEPTH: 1.00 meters
 AC7039
 AC7039  HISTORY     - Date     Condition        Report By
 AC7039  HISTORY     - 1996     MONUMENTED       CHANCE
 AC7039  HISTORY     - 19970403 GOOD             NGS
 AC7039
 AC7039                          STATION DESCRIPTION
 AC7039
 AC7039'DESCRIBED BY JE CHANCE AND ASSOCIATES 1996 (SC)
 AC7039'THE STATION IS LOCATED APPROXIMATELY 4.8 KM (3.00 MI) SOUTHEAST OF
 AC7039'ALBURQUERQUE AT THE ALBURQUERQUE INTERNATIONAL AIRPORT.  OWNERSHIP --
 AC7039'CITY OF ALBURQUERQUE, BARRY KAMAHOOT - OPERATIONS (OPS-60) , PHONE
 AC7039'(505) 842-4379 TO REACH THE STATION FROM THE JUNCTION OF GIBSON
 AC7039'BOULEVARD AND INTERSTATE 25 IN ALBUQUERQUE, PROCEED EAST ALONG GIBSON
 AC7039'BOULEVARD FOR 1.5 KM (0.95 MI) TO THE JUNCTION WITH YALE BOULEVARD.
 AC7039'TURN RIGHT AND GO SOUTH ALONG YALE BOULEVARD FOR 1.0 KM (0.60 MI) TO
 AC7039'THE JUNCTION WITH AIR CARGO TERMINAL ROAD.  PROCEED SOUTHERLY ALONG
 AC7039'AIR CARGO TERMINAL ROAD FOR 0.1 KM (0.05 MI) TO THE JUNCTION WITH
 AC7039'GEORGE ROAD. GO EAST ALONG GEORGE ROAD FOR 0.1 KM (0.05 MI) TO THE
 AC7039'JUNCTION WITH WITH THE WEST GATE ENTRANCE ROAD.  GO SOUTHERLY ALONG
 AC7039'THE WEST GATE ENTRANCE ROAD FOR 0.1 KM (0.05 MI) TO THE WEST SECURITY
 AC7039'GATE BY THE AIR FREIGHT OFFICES.  PASS THROUGH GATE AND PROCEED SOUTH
 AC7039'AND ACROSS APRON FOR 0.15 KM (0.10 MI) TO THE JUNCTION WITH TAXIWAY A.
 AC7039'TURN LEFT AND GO EAST ALONG TAXIWAY A FOR 0.65 KM (0.40 MI) TO THE
 AC7039'JUNCTION WITH TAXIWAY C TURN RIGHT AND GO SOUTH ON TAXIWAY C FOR 0.3
 AC7039'KM (0.20 MI) CROSSING RUNWAY 8-26 TO THE JUNCTION WITH TAXIWAY E. TURN
 AC7039'LEFT AND GO EAST ON TAXIWAY E FOR 0.8 KM (0.50 MI) CROSSING RUNWAY
 AC7039'17-35 AND THE APPROACH END OF RUNWAY 21 TO THE STATION ON THE RIGHT
 AC7039'SOUTHWEST OF THE JUNCTION OF TAXIWAYS E AND H THE STATION IS THE
 AC7039'CENTER OF A 5 CM SURVEY DISK SET INTO THE TOP OF A 1.0 M (3.3 FT) LONG
 AC7039'FENO PIPE, RECESSED 8 CM BELOW GROUND LEVEL AND ENCASED IN A 12.7 CM
 AC7039'DIA PVC PIPE WITH NGS LOGO CAP SURROUNDED BY CONCRETE.  THE LOGO CAP
 AC7039'AND CONCRETE ARE SET FLUSH WITH THE GROUND. THREE CIRCULAR ANCHOR
 AC7039'PRONGS EXTEND FROM THE BOTTOM OF THE PIPE.  THE STATION IS LOCATED
 AC7039'17.80 M (58.40 FT) SOUTH OF THE SOUTH EDGE OF TAXIWAY E, 14.65 M
 AC7039'(48.06 FT) WEST-NORTHWEST OF THE WEST EDGE OF TAXIWAY H, 31.60 M
 AC7039'(103.67 FT) SOUTHEAST OF THE NORTHWESTERLY EXTENSION OF THE SOUTHEAST
 AC7039'EDGE OF RUNWAY 3-21, 14.05 M (46.10 FT) SOUTH-SOUTHWEST OF THE
 AC7039'SOUTHWEST CORNER OF THE CONCRETE BASE FOR A HOLDING POSITION SIGN
 AC7039'(H-21 APPROACH) , 9.15 M (30.02 FT) WEST-NORTHWEST OF THE SOUTHWEST
 AC7039'CORNER OF THE CONCRETE BASE FOR A TAXIWAY DIRECTION SIGN (H - E) ,
 AC7039'13.45 M (44.13 FT) WEST OF THE CENTER OF A MANHOLE, AND 0.9 M (3.0 FT)
 AC7039'EAST OF A CARSONITE WITNESS POST THE STATION IS DESIGNATED AS A
 AC7039'SECONDARY AIRPORT CONTROL STATION (SACS) - NEW MEXICO ANA SURVEYS 1996
 AC7039
 AC7039                          STATION RECOVERY (1997)
 AC7039
 AC7039'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 AC7039'RECOVERED AS DESCRIBED IN GOOD CONDITION.  CONTACT JAMES P.  WHITE
 AC7039'OPERATIONS (OPS-60) , PHONE (505) 842-4366.  THE STATION IS DESIGNATED
 AC7039'AS A SECONDARY AIRPORT CONTROL STATION (SACS) .
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0570 ***********************************************************************
 EO0570  DESIGNATION -  AC
 EO0570  PID         -  EO0570
 EO0570  STATE/COUNTY-  NM/CURRY
 EO0570  USGS QUAD   -  PORTAIR (1985)
 EO0570
 EO0570                         *CURRENT SURVEY CONTROL
 EO0570  ___________________________________________________________________
 EO0570* NAD 83(1986)-  34 24 09.     (N)    103 18 07.     (W)     SCALED    
 EO0570* NAVD 88     -      1315.983  (meters)    4317.52   (feet)  ADJUSTED  
 EO0570  ___________________________________________________________________
 EO0570  GEOID HEIGHT-         -23.41  (meters)                     GEOID03
 EO0570  DYNAMIC HT  -        1314.259 (meters)    4311.86  (feet)  COMP
 EO0570  MODELED GRAV-     979,279.4   (mgal)                       NAVD 88
 EO0570
 EO0570  VERT ORDER  -  FIRST     CLASS II
 EO0570
 EO0570.The horizontal coordinates were scaled from a topographic map and have
 EO0570.an estimated accuracy of +/- 6 seconds.
 EO0570
 EO0570.The orthometric height was determined by differential leveling
 EO0570.and adjusted by the National Geodetic Survey in June 1991..
 EO0570
 EO0570.The geoid height was determined by GEOID03.
 EO0570
 EO0570.The dynamic height is computed by dividing the NAVD 88
 EO0570.geopotential number by the normal gravity value computed on the
 EO0570.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0570.degrees latitude (g = 980.6199 gals.).
 EO0570
 EO0570.The modeled gravity was interpolated from observed gravity values.
 EO0570
 EO0570;                    North         East    Units  Estimated Accuracy
 EO0570;SPC NM E     -   377,780.      259,830.      MT  (+/- 180 meters Scaled)
 EO0570
 EO0570                          SUPERSEDED SURVEY CONTROL
 EO0570
 EO0570  NGVD 29 (??/??/92) 1315.378  (m)         4315.54   (f) ADJ UNCH    1 2
 EO0570
 EO0570.Superseded values are not recommended for survey control.
 EO0570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0570.See file dsdata.txt to determine how the superseded data were derived.
 EO0570
 EO0570_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFU560080(NAD 83)
 EO0570
 EO0570  HISTORY     - Date     Condition        Report By
 EO0570  HISTORY     - UNK      MONUMENTED
 EO0570
 EO0570                          STATION DESCRIPTION
 EO0570
 EO0570'DESCRIBED UNK
 EO0570'5.35 MI W FROM CLOVIS.
 EO0570'ABOUT 5.35 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 EO0570'FROM THE STATION AT CLOVIS, AT THE 4TH TELEPHONE POLE WEST OF MILE
 EO0570'POST 662, IN THE TOP OF A CONCRETE BASE, 120 FEET SOUTHWEST OF THE
 EO0570'CENTER LINE OF THE ROAD CROSSING, 87 FEET SOUTH OF THE NEAR RAIL, AND
 EO0570'ABOUT LEVEL WITH THE TRACK.  NOTE-- AC, A COPPER NAIL AND WASHER TREE
 EO0570'MARK, IS LOCATED 50 FEET NORTHEAST OF B.M. U 160, AND IS ON THE EAST
 EO0570'SIDE OF A 36-INCH COTTONWOOD TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1154 ***********************************************************************
 FO1154  DESIGNATION -  ACADEMY
 FO1154  PID         -  FO1154
 FO1154  STATE/COUNTY-  NM/SANDOVAL
 FO1154  USGS QUAD   -  ALAMEDA (1990)
 FO1154
 FO1154                         *CURRENT SURVEY CONTROL
 FO1154  ___________________________________________________________________
 FO1154* NAD 83(1992)-  35 14 49.16490(N)    106 36 16.64914(W)     ADJUSTED  
 FO1154* NAVD 88     -      1532.9    (meters)    5029.     (feet)  VERTCON   
 FO1154  ___________________________________________________________________
 FO1154  LAPLACE CORR-           5.79  (seconds)                    DEFLEC99
 FO1154  GEOID HEIGHT-         -21.00  (meters)                     GEOID03
 FO1154
 FO1154  HORZ ORDER  -  FIRST
 FO1154
 FO1154.The horizontal coordinates were established by classical geodetic methods
 FO1154.and adjusted by the National Geodetic Survey in December 1993..
 FO1154
 FO1154.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1154.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1154
 FO1154.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1154
 FO1154.The geoid height was determined by GEOID03.
 FO1154
 FO1154;                    North         East     Units Scale Factor Converg.
 FO1154;SPC NM C     -   471,030.913   467,727.690   MT  0.99991283   -0 12 16.8
 FO1154;SPC NM C     - 1,545,373.92  1,534,536.60   sFT  0.99991283   -0 12 16.8
 FO1154;UTM  13      - 3,901,613.851   354,010.256   MT  0.99986266   -0 55 34.3
 FO1154
 FO1154!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1154!SPC NM C     -   0.99976274  x   0.99991283  =   0.99967559
 FO1154!UTM  13      -   0.99976274  x   0.99986266  =   0.99962543
 FO1154
 FO1154:                Primary Azimuth Mark                     Grid Az
 FO1154:SPC NM C     -  SANDIA PUEBLO WATER TANK                 079 41 14.2
 FO1154:UTM  13      -  SANDIA PUEBLO WATER TANK                 080 24 31.7
 FO1154
 FO1154|---------------------------------------------------------------------|
 FO1154| PID    Reference Object                     Distance      Geod. Az  |
 FO1154|                                                           dddmmss.s |
 FO1154| FO1059 SANDIA PUEBLO WATER TANK            APPROX. 3.0 KM 0792857.4 |
 FO1154| CD3914 ACADEMY AZ MK                                      1224722.7 |
 FO1154| FO1122 ALAMEDA RAD KOB TALLER MAST         APPROX. 5.0 KM 1870401.0 |
 FO1154| CD3915 ACADEMY RM 1                         22.614 METERS 24539     |
 FO1154| CD3916 ACADEMY RM 2                         13.825 METERS 35350     |
 FO1154|---------------------------------------------------------------------|
 FO1154
 FO1154                          SUPERSEDED SURVEY CONTROL
 FO1154
 FO1154  NAD 83(1986)-  35 14 49.17059(N)    106 36 16.65102(W) AD(       ) 1
 FO1154  NAD 27      -  35 14 49.02146(N)    106 36 14.55599(W) AD(       ) 1
 FO1154  NGVD 29 (07/19/86) 1532.1    (m)         5027.     (f) VERT ANG       
 FO1154
 FO1154.Superseded values are not recommended for survey control.
 FO1154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1154.See file dsdata.txt to determine how the superseded data were derived.
 FO1154
 FO1154_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV5401001614(NAD 83)
 FO1154_MARKER: DS = TRIANGULATION STATION DISK
 FO1154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FO1154_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FO1154
 FO1154  HISTORY     - Date     Condition        Report By
 FO1154  HISTORY     - 1969     MONUMENTED       CGS
 FO1154  HISTORY     - 1979     GOOD             NGS
 FO1154
 FO1154                          STATION DESCRIPTION
 FO1154
 FO1154'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JLC)
 FO1154'THE STATION IS LOCATED ABOUT 1-1/2 MILES NORTH OF CORRALES AND ON
 FO1154'THE GROUNDS OF THE SANDIA VIEW ACADEMY.
 FO1154'
 FO1154'TO REACH THE STATION FROM THE POST OFFICE IN CORRALES, GO IN A
 FO1154'NORTHERLY DIRECTION ON STATE HIGHWAY 46 FOR 1.6 MILES TO THE
 FO1154'AZIMUTH MARK ON THE LEFT.  CONTINUE NORTH FOR 0.05 MILE TO A
 FO1154'SIDE ROAD ON THE LEFT AND SIGN SANDIA VIEW ACADEMY.  TURN
 FO1154'LEFT AND GO WEST FOR 0.25 MILE TO A DRIVEWAY ON THE LEFT, LEADING
 FO1154'INTO THE ACADEMY.  TURN LEFT AND GO ABOUT 100 FEET AND THE
 FO1154'STATION ON THE LEFT.
 FO1154'
 FO1154'THE STATION MARK IS A STANDARD DISK STAMPED ACADEMY 1969, SET
 FO1154'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS
 FO1154'FLUSH WITH THE GROUND.  IT IS 49 FEET EAST-SOUTHEAST OF THE
 FO1154'CENTER OF THE DRIVEWAY, 35.7 FEET EAST-SOUTHEAST OF THE EAST
 FO1154'CURB OF THE DRIVEWAY AND 27 FEET WEST OF THE WEST EDGE OF A
 FO1154'CANAL.
 FO1154'
 FO1154'REFERENCE MARK 1 IS A STANDARD DISK STAMPED ACADEMY NO 1 1969,
 FO1154'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 FO1154'IS FLUSH WITH THE GROUND.  IT IS 68.3 FEET NORTH OF THE NORTHEAST
 FO1154'CORNER OF THE PARKING AREA, 13.6 FEET EAST-SOUTHEAST OF THE
 FO1154'CENTER OF THE DRIVEWAY AND 1.4 FEET EAST-SOUTHEAST OF THE CURB.
 FO1154'
 FO1154'REFERENCE MARK 2 IS A STANDARD DISK STAMPED ACADEMY NO 2 1969,
 FO1154'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 FO1154'IS FLUSH WITH THE GROUND.  IT IS 48 FEET SOUTH-SOUTHWEST OF THE
 FO1154'CENTER OF A T-ROAD, 14 FEET EAST-SOUTHEAST OF THE CENTER OF
 FO1154'THE DRIVEWAY, 8.2 FEET SOUTHWEST OF A 20-INCH TREE AND 2 FEET
 FO1154'EAST-SOUTHEAST OF THE CURB.
 FO1154'
 FO1154'THE AZIMUTH MARK IS A STANDARD DISK STAMPED ACADEMY 1969, SET
 FO1154'IN TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS FLUSH
 FO1154'WITH THE GROUND.  IT IS 65.4 FEET SOUTHEAST OF THE SOUTHEAST
 FO1154'CORNER OF A HOUSE, 26 FEET WEST-NORTHWEST OF THE CENTER OF STATE
 FO1154'HIGHWAY 46 AND 2.4 FEET NORTH OF TELEPHONE AND POWER LINE POLE
 FO1154'NUMBER 85.
 FO1154'
 FO1154'HEIGHT OF LIGHT ABOVE STATION MARK 23.2 METERS.
 FO1154
 FO1154                          STATION RECOVERY (1979)
 FO1154
 FO1154'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 FO1154'STATION RECOVERED AND ALL MARKS ARE IN GOOD CONDITION.  REFERENCE MARK
 FO1154'2 AND AZIMUTH MARK ARE NOW BELOW GROUND SURFACE.  DISTANCE AND
 FO1154'DIRECTION TO REFERENCE MARKS COMPARED FAVORABLY WITH PREVIOUS DATA.
 FO1154'
 FO1154'STATION IS REACHED FROM THE POST OFFICE IN CORRALES.  GO NORTHERLY ON
 FO1154'STATE HIGHWAY 46 FOR 1.85 MILES TO THE AZIMUTH MARK ON LEFT, CONTINUE
 FO1154'ON HIGHWAY 46 FOR 0.45 MILE TO A PAVED ROAD AND SIGN SADIA VIEW
 FO1154'ACADEMY ON LEFT.  TURN LEFT AND GO WESTERLY ON THE PAVED ROAD FOR 0.2
 FO1154'MILE TO A PAVED STREET ON LEFT, AT THE ACADEMY SCHOOL GROUNDS.  TURN
 FO1154'LEFT AND CONTINUE FOR ABOUT 100 FEET TO STATION ON LEFT BETWEEN PAVED
 FO1154'STREET AND SMALL DRAINAGE CANAL.
 FO1154'
 FO1154'STATION IS A STANDARD DISK, STAMPED---ACADEMY 1919---SET IN THE
 FO1154'TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH GROUND, 51 FEET
 FO1154'EAST-SOUTHEAST OF CENTER PAVED STREET, 27 FEET WEST OF WEST EDGE OF
 FO1154'THE DRAINAGE CANAL, 18 FEET WEST OF CENTER OF A DIRT CANAL ROAD.
 FO1154'
 FO1154'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED---ACADEMY NO 1 1969---
 FO1154'SET IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND, 15
 FO1154'FEET EAST-SOUTHEAST OF CENTER OF THE PAVED STREET, 1.4 FEET
 FO1154'EAST-SOUTHEAST OF THE STREET CONCRETE CURB.
 FO1154'
 FO1154'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED---ACADEMY NO 2 1969---
 FO1154'SET IN THE TOP OF A ROUND CONCRETE MONUMENT ABOUT 2 INCHES BELOW THE
 FO1154'GROUND SURFACE, 15 FEET EAST-SOUTHEAST OF CENTER OF THE PAVED STREET,
 FO1154'8.2 FEET SOUTH-SOUTHWEST OF A 20 INCH TREE, 1.6 FEET EAST-SOUTHEAST OF
 FO1154'THE STREET CONCRETE CURB.
 FO1154'
 FO1154'AZIMUTH MARK IS A STANDARD DISK, STAMPED---ACADEMY 1969---SET IN
 FO1154'THE TOP OF A SQUARE CONCRETE MONUMENT ABOUT 3 INCHES BELOW THE GROUND
 FO1154'SURFACE, 26 FEET WEST-NORTHWEST OF THE CENTER OF STATE HIGHWAY 46,
 FO1154'2.4 FEET NORTH OF A POWER LINE POLE NO 85.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0522 ***********************************************************************
 DT0522  DESIGNATION -  ACHE
 DT0522  PID         -  DT0522
 DT0522  STATE/COUNTY-  NM/CATRON
 DT0522  USGS QUAD   -  SALIZ PASS (1963)
 DT0522
 DT0522                         *CURRENT SURVEY CONTROL
 DT0522  ___________________________________________________________________
 DT0522* NAD 83(1992)-  33 30 57.86860(N)    108 55 39.16621(W)     ADJUSTED  
 DT0522* NAVD 88     -      1698.069  (meters)    5571.08   (feet)  ADJUSTED  
 DT0522  ___________________________________________________________________
 DT0522  LAPLACE CORR-           1.19  (seconds)                    DEFLEC99
 DT0522  GEOID HEIGHT-         -23.51  (meters)                     GEOID03
 DT0522  DYNAMIC HT  -        1695.496 (meters)    5562.64  (feet)  COMP
 DT0522  MODELED GRAV-     979,061.9   (mgal)                       NAVD 88
 DT0522
 DT0522  HORZ ORDER  -  THIRD
 DT0522  VERT ORDER  -  FIRST     CLASS II
 DT0522
 DT0522.The horizontal coordinates were established by classical geodetic methods
 DT0522.and adjusted by the National Geodetic Survey in December 1993..
 DT0522
 DT0522.The orthometric height was determined by differential leveling
 DT0522.and adjusted by the National Geodetic Survey in June 1991..
 DT0522
 DT0522.The Laplace correction was computed from DEFLEC99 derived deflections.
 DT0522
 DT0522.The geoid height was determined by GEOID03.
 DT0522
 DT0522.The dynamic height is computed by dividing the NAVD 88
 DT0522.geopotential number by the normal gravity value computed on the
 DT0522.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0522.degrees latitude (g = 980.6199 gals.).
 DT0522
 DT0522.The modeled gravity was interpolated from observed gravity values.
 DT0522
 DT0522;                    North         East     Units Scale Factor Converg.
 DT0522;SPC NM W     -   279,523.827   728,347.797   MT  1.00004402   -0 36 15.3
 DT0522;SPC NM W     -   917,071.09  2,389,587.73   sFT  1.00004402   -0 36 15.3
 DT0522;SPC AZ E     -   279,670.553   328,472.961   MT  1.00006332   +0 41 03.4
 DT0522;SPC AZ E     -   917,554.31  1,077,667.19   iFT  1.00006332   +0 41 03.4
 DT0522;UTM  12      - 3,710,424.089   692,481.573   MT  1.00005678   +1 08 40.9
 DT0522
 DT0522!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DT0522!SPC NM W     -   0.99973718  x   1.00004402  =   0.99978118
 DT0522!SPC AZ E     -   0.99973718  x   1.00006332  =   0.99980048
 DT0522!UTM  12      -   0.99973718  x   1.00005678  =   0.99979394
 DT0522
 DT0522|---------------------------------------------------------------------|
 DT0522| PID    Reference Object                     Distance      Geod. Az  |
 DT0522|                                                           dddmmss.s |
 DT0522| DT0523 ACHE RM 1                            11.151 METERS 05349     |
 DT0522| DT0685 GROUSE MTN LOOKOUT TOWER            APPROX.28.6 KM 1363235.5 |
 DT0522| DT0525 ACHE AZ MK                                         1833656.7 |
 DT0522| DT0524 ACHE RM 2                            12.508 METERS 19522     |
 DT0522|---------------------------------------------------------------------|
 DT0522
 DT0522                          SUPERSEDED SURVEY CONTROL
 DT0522
 DT0522  NAD 83(1992)-  33 30 57.86903(N)    108 55 39.16662(W) AD(       ) 3
 DT0522  NAD 83(1986)-  33 30 57.86735(N)    108 55 39.16756(W) AD(       ) 3
 DT0522  NAD 27      -  33 30 57.65720(N)    108 55 36.92551(W) AD(       ) 3
 DT0522  NGVD 29 (07/19/86) 1696.6    (m)         5566.     (f) VERT ANG       
 DT0522
 DT0522.Superseded values are not recommended for survey control.
 DT0522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0522.See file dsdata.txt to determine how the superseded data were derived.
 DT0522
 DT0522_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC9248210424(NAD 83)
 DT0522_MARKER: DS = TRIANGULATION STATION DISK
 DT0522_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DT0522_SP_SET: CONCRETE POST
 DT0522_STAMPING: ACHE 1966
 DT0522_PROJECTION: PROJECTING 12 CENTIMETERS
 DT0522_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DT0522+STABILITY: SURFACE MOTION
 DT0522_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DT0522+SATELLITE: SATELLITE OBSERVATIONS - September 08, 2004
 DT0522
 DT0522  HISTORY     - Date     Condition        Report By
 DT0522  HISTORY     - 1966     MONUMENTED       CGS
 DT0522  HISTORY     - 1968     GOOD             USE
 DT0522  HISTORY     - 1980     GOOD             NGS
 DT0522  HISTORY     - 20040908 GOOD             GEOCAC
 DT0522
 DT0522                          STATION DESCRIPTION
 DT0522
 DT0522'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (JWC)
 DT0522'THE STATION IS ABOUT 16-1/2 MILES SOUTHWEST OF RESERVE, 13-3/4
 DT0522'MILES NORTH OF GLENWOOD AND 9 MILES NORTH OF ALMA.  IT IS
 DT0522'ON THE EAST SIDE OF U.S. HIGHWAY 180 AND NEAR THE WEST EDGE
 DT0522'OF THE GILA NATIONAL FOREST.
 DT0522'
 DT0522'TO REACH THE STATION FROM THE POST OFFICE IN GLENWOOD, GO NORTH
 DT0522'ON U.S. HIGHWAY 180 FOR 10.7 MILES TO A BRIDGE OVER THE
 DT0522'SAN FRANCISCO RIVER.  CONTINUE NORTH ON U.S. HIGHWAY 180
 DT0522'FOR 4.15 MILES TO THE AZIMUTH MARK ON THE RIGHT.  TO REACH
 DT0522'THE STATION FROM THIS POINT, GO NORTH ON U.S. HIGHWAY 180
 DT0522'FOR 0.35 MILE TO A SIDE ROAD RIGHT AND A SIGN (BLAKE ROAD-KELLY
 DT0522'ROAD), TURN RIGHT ON A GRAVELED ROAD FOR 0.05 MILE TO THE
 DT0522'STATION ON THE RIGHT.
 DT0522'
 DT0522'THE STATION MARK IS A STANDARD DISK, STAMPED ACHE 1966, SET
 DT0522'IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER,
 DT0522'THAT PROJECTS 5 INCHES ABOVE THE GROUND.  IT IS 155 FEET
 DT0522'EAST OF THE CENTERLINE OF U.S. HIGHWAY 180 AND 47 FEET SOUTH
 DT0522'OF THE CENTERLINE OF A GRAVELED ROAD.
 DT0522'
 DT0522'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED ACHE NO 1 1966,
 DT0522'SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER,
 DT0522'THAT PROJECTS 5 INCHES ABOVE THE GROUND.  IT IS 185 FEET
 DT0522'EAST OF THE CENTERLINE OF U.S. HIGHWAY 180, 85 FEET SOUTH
 DT0522'OF THE CENTERLINE OF A GRAVELED ROAD AND IS ABOUT THE SAME
 DT0522'ELEVATION AS THE STATION.
 DT0522'
 DT0522'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED ACHE NO 2 1966,
 DT0522'SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER,
 DT0522'THAT PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS 137 FEET EAST
 DT0522'OF THE CENTERLINE OF U.S. HIGHWAY 180, 22 FEET SOUTH OF THE
 DT0522'CENTERLINE OF A GRAVELED ROAD AND ABOUT THE SAME ELEVATION
 DT0522'AS THE STATION.
 DT0522'
 DT0522'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED ACHE 1966, SET
 DT0522'IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER,
 DT0522'THAT PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS 55 FEET EAST
 DT0522'OF THE CENTERLINE OF U.S. HIGHWAY 180 AND 3 FEET NORTH OF THE
 DT0522'WITNESS POST.
 DT0522
 DT0522                          STATION RECOVERY (1968)
 DT0522
 DT0522'RECOVERY NOTE BY US ENGINEERS 1968
 DT0522'ALL MARKS FOUND IN EXCELLENT IN CONDITION AS DESCRIBED IN 1966.
 DT0522
 DT0522                          STATION RECOVERY (1980)
 DT0522
 DT0522'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DT0522'24.9 KM NW FROM GLENWOOD.
 DT0522'MARK RECOVERED IN GOOD CONDITION.  DUE TO CHANGES IN ROUTE, A NEW
 DT0522'DESCRIPTION FOLLOWS.  24.9 KILOMETERS (15.4 MILES) NORTHWEST ALONG
 DT0522'U.S. HIGHWAY 180 FROM THE POST OFFICE IN GLENWOOD, AT THE
 DT0522'INTERSECTION OF A GRAVEL ROAD LEADING EAST TO THE KELLY RANCH, 0.6
 DT0522'KILOMETER (0.4 MILE) NORTH OF HIGHWAY MILEMARKER 36, 47.2 METERS
 DT0522'(155.0 FEET) EAST OF THE CENTERLINE OF THE HIGHWAY, 27.4 METERS (90.0
 DT0522'FEET) EAST OF A RIGHT-OF-WAY FENCE, 21.0 METERS (69.0 FEET) SOUTHWEST
 DT0522'OF A POWER POLE AND 14.3 METERS (47.0 FEET) SOUTH OF THE CENTER OF
 DT0522'THE ROAD.
 DT0522'THE MARK IS 0.8 METERS  S FROM A WITNESS POST.
 DT0522
 DT0522                          STATION RECOVERY (2004)
 DT0522
 DT0522'RECOVERY NOTE BY GEOCACHING 2004 (CB)
 DT0522'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0525 ***********************************************************************
 DT0525  DESIGNATION -  ACHE AZ MK
 DT0525  PID         -  DT0525
 DT0525  STATE/COUNTY-  NM/CATRON
 DT0525  USGS QUAD   -  SALIZ PASS (1963)
 DT0525
 DT0525                         *CURRENT SURVEY CONTROL
 DT0525  ___________________________________________________________________
 DT0525* NAD 83(1986)-  33 30 37.     (N)    108 55 41.     (W)     SCALED    
 DT0525* NAVD 88     -      1684.174  (meters)    5525.49   (feet)  ADJUSTED  
 DT0525  ___________________________________________________________________
 DT0525  GEOID HEIGHT-         -23.54  (meters)                     GEOID03
 DT0525  DYNAMIC HT  -        1681.626 (meters)    5517.13  (feet)  COMP
 DT0525  MODELED GRAV-     979,064.6   (mgal)                       NAVD 88
 DT0525
 DT0525  VERT ORDER  -  FIRST     CLASS II
 DT0525
 DT0525.The horizontal coordinates were scaled from a topographic map and have
 DT0525.an estimated accuracy of +/- 6 seconds.
 DT0525
 DT0525.The orthometric height was determined by differential leveling
 DT0525.and adjusted by the National Geodetic Survey in June 1991..
 DT0525
 DT0525.The geoid height was determined by GEOID03.
 DT0525
 DT0525.The dynamic height is computed by dividing the NAVD 88
 DT0525.geopotential number by the normal gravity value computed on the
 DT0525.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0525.degrees latitude (g = 980.6199 gals.).
 DT0525
 DT0525.The modeled gravity was interpolated from observed gravity values.
 DT0525
 DT0525;                    North         East    Units  Estimated Accuracy
 DT0525;SPC NM W     -   278,880.      728,290.      MT  (+/- 180 meters Scaled)
 DT0525
 DT0525                          SUPERSEDED SURVEY CONTROL
 DT0525
 DT0525.No superseded survey control is available for this station.
 DT0525
 DT0525_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC924097(NAD 83)
 DT0525_MARKER: DZ = AZIMUTH MARK DISK
 DT0525_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DT0525_SP_SET: CONCRETE POST
 DT0525_STAMPING: ACHE 1966
 DT0525_PROJECTION: PROJECTING 10 CENTIMETERS
 DT0525_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DT0525+STABILITY: SURFACE MOTION
 DT0525
 DT0525  HISTORY     - Date     Condition        Report By
 DT0525  HISTORY     - 1966     MONUMENTED       CGS
 DT0525  HISTORY     - 1980     GOOD             NGS
 DT0525  HISTORY     - 20040908 POOR             GEOCAC
 DT0525
 DT0525                          STATION DESCRIPTION
 DT0525
 DT0525'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 DT0525'24.0 KM NW FROM GLENWOOD.
 DT0525'MARK RECOVERED IN GOOD CONDITION.  DUE TO CHANGES IN ROUTE, A NEW
 DT0525'DESCRIPTION FOLLOWS.  24.0 KILOMETERS (15.0 MILES) NORTHWEST ALONG
 DT0525'U.S. HIGHWAY 180 FROM THE POST OFFICE IN GLENWOOD, 0.6 KILOMETERS
 DT0525'(0.4 MILE) SOUTH OF A GRAVEL ROAD LEADING EAST TO KELLY RANCH, 66.7
 DT0525'METERS (219.0 FEET) SOUTHEAST AND ACROSS THE HIGHWAY FROM HIGHWAY
 DT0525'MILEMARKER 36, 16.8 METERS (55.0 FEET) EAST OF THE CENTERLINE OF THE
 DT0525'HIGHWAY AND 3.0 METERS (10.0 FEET) WEST OF A RIGHT-OF-WAY FENCE.
 DT0525'THE MARK IS 0.9 METERS  N FROM A WITNESS POST.
 DT0525'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 DT0525
 DT0525                          STATION RECOVERY (2004)
 DT0525
 DT0525'RECOVERY NOTE BY GEOCACHING 2004 (CB)
 DT0525'DISC IS LOOSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0523 ***********************************************************************
 DT0523  DESIGNATION -  ACHE RM 1
 DT0523  PID         -  DT0523
 DT0523  STATE/COUNTY-  NM/CATRON
 DT0523  USGS QUAD   -  SALIZ PASS (1963)
 DT0523
 DT0523                         *CURRENT SURVEY CONTROL
 DT0523  ___________________________________________________________________
 DT0523* NAD 83(1986)-  33 30 58.     (N)    108 55 37.     (W)     SCALED    
 DT0523* NAVD 88     -      1698.152  (meters)    5571.35   (feet)  ADJUSTED  
 DT0523  ___________________________________________________________________
 DT0523  GEOID HEIGHT-         -23.51  (meters)                     GEOID03
 DT0523  DYNAMIC HT  -        1695.579 (meters)    5562.91  (feet)  COMP
 DT0523  MODELED GRAV-     979,061.9   (mgal)                       NAVD 88
 DT0523
 DT0523  VERT ORDER  -  FIRST     CLASS II
 DT0523
 DT0523.The horizontal coordinates were scaled from a topographic map and have
 DT0523.an estimated accuracy of +/- 6 seconds.
 DT0523
 DT0523.The orthometric height was determined by differential leveling
 DT0523.and adjusted by the National Geodetic Survey in June 1991..
 DT0523
 DT0523.The geoid height was determined by GEOID03.
 DT0523
 DT0523.The dynamic height is computed by dividing the NAVD 88
 DT0523.geopotential number by the normal gravity value computed on the
 DT0523.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0523.degrees latitude (g = 980.6199 gals.).
 DT0523
 DT0523.The modeled gravity was interpolated from observed gravity values.
 DT0523
 DT0523;                    North         East    Units  Estimated Accuracy
 DT0523;SPC NM W     -   279,530.      728,400.      MT  (+/- 180 meters Scaled)
 DT0523
 DT0523                          SUPERSEDED SURVEY CONTROL
 DT0523
 DT0523.No superseded survey control is available for this station.
 DT0523
 DT0523_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC925104(NAD 83)
 DT0523_MARKER: DR = REFERENCE MARK DISK
 DT0523_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DT0523_SP_SET: CONCRETE POST
 DT0523_STAMPING: ACHE NO 1 1966
 DT0523_PROJECTION: PROJECTING 13 CENTIMETERS
 DT0523_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DT0523+STABILITY: SURFACE MOTION
 DT0523_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DT0523+SATELLITE: SATELLITE OBSERVATIONS - September 08, 2004
 DT0523
 DT0523  HISTORY     - Date     Condition        Report By
 DT0523  HISTORY     - 1966     MONUMENTED       CGS
 DT0523  HISTORY     - 1980     GOOD             NGS
 DT0523  HISTORY     - 20040908 GOOD             GEOCAC
 DT0523
 DT0523                          STATION DESCRIPTION
 DT0523
 DT0523'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 DT0523'24.9 KM NW FROM GLENWOOD.
 DT0523'24.9 KILOMETERS (15.4 MILES) NORTHWEST ALONG U.S. HIGHWAY 180 FROM
 DT0523'THE POST OFFICE IN GLENWOOD, AT THE INTERSECTION OF A GRAVEL
 DT0523'ROAD LEADING EAST TO THE KELLY RANCH, 0.6 KILOMETERS (0.4 MILE)
 DT0523'NORTH OF HIGHWAY MILEMARKER 36, 56.4 METERS (185.0 FEET) EAST OF THE
 DT0523'CENTERLINE OF THE HIGHWAY, 34.7 METERS (114.0 FEET) EAST OF A
 DT0523'RIGHT-OF-WAY FENCE, 11.9 METERS (39.0 FEET) WEST OF A POWER POLE,
 DT0523'11.1 METERS (36.6 FEET) NORTHEAST OF THE STATION MARK AND 6.7 METERS
 DT0523'(22.0 FEET) SOUTH OF THE CENTER OF THE ROAD.
 DT0523'THE MARK IS 10.7 METERS  NE FROM A WITNESS POST.
 DT0523'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 DT0523
 DT0523                          STATION RECOVERY (2004)
 DT0523
 DT0523'RECOVERY NOTE BY GEOCACHING 2004 (CB)
 DT0523'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0524 ***********************************************************************
 DT0524  DESIGNATION -  ACHE RM 2
 DT0524  PID         -  DT0524
 DT0524  STATE/COUNTY-  NM/CATRON
 DT0524  USGS QUAD   -  SALIZ PASS (1963)
 DT0524
 DT0524                         *CURRENT SURVEY CONTROL
 DT0524  ___________________________________________________________________
 DT0524* NAD 83(1986)-  33 30 56.     (N)    108 55 38.     (W)     SCALED    
 DT0524* NAVD 88     -      1697.512  (meters)    5569.25   (feet)  ADJUSTED  
 DT0524  ___________________________________________________________________
 DT0524  GEOID HEIGHT-         -23.51  (meters)                     GEOID03
 DT0524  DYNAMIC HT  -        1694.940 (meters)    5560.82  (feet)  COMP
 DT0524  MODELED GRAV-     979,062.1   (mgal)                       NAVD 88
 DT0524
 DT0524  VERT ORDER  -  FIRST     CLASS II
 DT0524
 DT0524.The horizontal coordinates were scaled from a topographic map and have
 DT0524.an estimated accuracy of +/- 6 seconds.
 DT0524
 DT0524.The orthometric height was determined by differential leveling
 DT0524.and adjusted by the National Geodetic Survey in June 1991..
 DT0524
 DT0524.The geoid height was determined by GEOID03.
 DT0524
 DT0524.The dynamic height is computed by dividing the NAVD 88
 DT0524.geopotential number by the normal gravity value computed on the
 DT0524.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0524.degrees latitude (g = 980.6199 gals.).
 DT0524
 DT0524.The modeled gravity was interpolated from observed gravity values.
 DT0524
 DT0524;                    North         East    Units  Estimated Accuracy
 DT0524;SPC NM W     -   279,470.      728,380.      MT  (+/- 180 meters Scaled)
 DT0524
 DT0524                          SUPERSEDED SURVEY CONTROL
 DT0524
 DT0524.No superseded survey control is available for this station.
 DT0524
 DT0524_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC925103(NAD 83)
 DT0524_MARKER: DR = REFERENCE MARK DISK
 DT0524_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DT0524_SP_SET: CONCRETE POST
 DT0524_STAMPING: ACHE NO 2 1966
 DT0524_PROJECTION: PROJECTING 10 CENTIMETERS
 DT0524_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DT0524+STABILITY: SURFACE MOTION
 DT0524_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DT0524+SATELLITE: SATELLITE OBSERVATIONS - September 08, 2004
 DT0524
 DT0524  HISTORY     - Date     Condition        Report By
 DT0524  HISTORY     - 1966     MONUMENTED       CGS
 DT0524  HISTORY     - 1980     GOOD             NGS
 DT0524  HISTORY     - 20040908 GOOD             GEOCAC
 DT0524
 DT0524                          STATION DESCRIPTION
 DT0524
 DT0524'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 DT0524'24.9 KM NW FROM GLENWOOD.
 DT0524'MARK RECOVERED IN GOOD CONDITION.  DUE TO CHANGES IN ROUTE, A NEW
 DT0524'DESCRIPTION FOLLOWS.  24.9 KILOMETERS (15.4 MILES) NORTHWEST ALONG
 DT0524'U.S. HIGHWAY 180 FROM THE POST OFFICE IN GLENWOOD, AT THE
 DT0524'INTERSECTION OF A GRAVEL ROAD LEADING EAST TO KELLY RANCH, 0.6
 DT0524'KILOMETERS (0.4 MILE) NORTH OF HIGHWAY MILEMARKER 36, 41.8 METERS
 DT0524'(137.0 FEET) EAST OF THE CENTERLINE OF THE HIGHWAY, 22.9 METERS (75.0
 DT0524'FEET) EAST OF A RIGHT-OF-WAY FENCE, 25.9 METERS (85.0 FEET) SOUTH OF
 DT0524'THE CENTER OF THE ROAD, 29.6 METERS (97.0 FEET) SOUTHWEST OF A POWER
 DT0524'POLE AND 12.5 METERS (41.0 FEET) SOUTH OF THE STATION MARK.
 DT0524'THE MARK IS 13.2 METERS  S FROM A WITNESS POST.
 DT0524'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 DT0524
 DT0524                          STATION RECOVERY (2004)
 DT0524
 DT0524'RECOVERY NOTE BY GEOCACHING 2004 (CB)
 DT0524'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0852 ***********************************************************************
 DR0852  DESIGNATION -  ACME
 DR0852  PID         -  DR0852
 DR0852  STATE/COUNTY-  NM/CHAVES
 DR0852  USGS QUAD   -  HAYSTACK MOUNTAIN (1982)
 DR0852
 DR0852                         *CURRENT SURVEY CONTROL
 DR0852  ___________________________________________________________________
 DR0852* NAD 83(1992)-  33 38 02.61531(N)    104 13 31.66076(W)     ADJUSTED  
 DR0852* NAVD 88     -      1235.     (meters)    4052.     (feet)  SCALED    
 DR0852  ___________________________________________________________________
 DR0852  LAPLACE CORR-           0.48  (seconds)                    DEFLEC99
 DR0852  GEOID HEIGHT-         -23.21  (meters)                     GEOID03
 DR0852
 DR0852  HORZ ORDER  -  FIRST
 DR0852
 DR0852.The horizontal coordinates were established by classical geodetic methods
 DR0852.and adjusted by the National Geodetic Survey in December 1993..
 DR0852
 DR0852.The orthometric height was scaled from a topographic map.
 DR0852
 DR0852.The Laplace correction was computed from DEFLEC99 derived deflections.
 DR0852
 DR0852.The geoid height was determined by GEOID03.
 DR0852
 DR0852;                    North         East     Units Scale Factor Converg.
 DR0852;SPC NM E     -   292,076.030   175,007.356   MT  0.99991033   +0 03 35.1
 DR0852;SPC NM E     -   958,252.78    574,169.97   sFT  0.99991033   +0 03 35.1
 DR0852;UTM  13      - 3,721,851.399   571,833.074   MT  0.99966361   +0 25 44.5
 DR0852
 DR0852!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR0852!SPC NM E     -   0.99980986  x   0.99991033  =   0.99972021
 DR0852!UTM  13      -   0.99980986  x   0.99966361  =   0.99947354
 DR0852
 DR0852|---------------------------------------------------------------------|
 DR0852| PID    Reference Object                     Distance      Geod. Az  |
 DR0852|                                                           dddmmss.s |
 DR0852| CJ5581 ACME RM 1                            35.543 METERS 06109     |
 DR0852| CJ5582 ACME RM 2                            33.680 METERS 15237     |
 DR0852| CJ5580 ACME AZ MK                                         2395356.6 |
 DR0852|---------------------------------------------------------------------|
 DR0852
 DR0852                          SUPERSEDED SURVEY CONTROL
 DR0852
 DR0852  NAD 83(1986)-  33 38 02.62057(N)    104 13 31.65646(W) AD(       ) 1
 DR0852  NAD 27      -  33 38 02.29100(N)    104 13 29.77600(W) AD(       ) 1
 DR0852
 DR0852.Superseded values are not recommended for survey control.
 DR0852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0852.See file dsdata.txt to determine how the superseded data were derived.
 DR0852
 DR0852_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SET7183321851(NAD 83)
 DR0852_MARKER: DS = TRIANGULATION STATION DISK
 DR0852_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR0852
 DR0852  HISTORY     - Date     Condition        Report By
 DR0852  HISTORY     - 1935     MONUMENTED       CGS
 DR0852  HISTORY     - 1961     POOR             CGS
 DR0852
 DR0852                          STATION DESCRIPTION
 DR0852
 DR0852'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 DR0852'THE STATION IS 22 MILES AIR LINE NORTHEAST OF ROSWELL, 1.2
 DR0852'MILES NORTHEAST VIA U.S. HIGHWAY 70 OF THE NEW ACME POST OFFICE,
 DR0852'54 FEET NORTH-NORTHWEST OF THE CENTER OF HIGHWAY, 34 FEET
 DR0852'WEST OF INTERSECTION OF A ROUGH TRAIL FROM THE NORTH WITH
 DR0852'THE MAIN HIGHWAY, ON A FLAT-TOPPED HILL WHICH SLOPES RATHER
 DR0852'SHARPLY TO THE EAST.  THE SURFACE, UNDERGROUND, REFERENCE,
 DR0852'AND AZIMUTH MARKS ARE STANDARD DISKS SET IN CONCRETE.
 DR0852'REFERENCE MARK NO. 1 IS 36 FEET
 DR0852'NORTHWEST OF CENTER OF U.S. HIGHWAY 70 AND 116.61 FEET FROM
 DR0852'THE STATION N 61 DEG 09 MIN E, AND NO. 2 IS 56-1/2
 DR0852'FEET SOUTH-SOUTHEAST OF CENTER OF HIGHWAY AND 110.50 FEET
 DR0852'FROM THE STATION S 17 DEG 23 MIN E.  THE AZIMUTH
 DR0852'MARK IS 30 FEET NORTHWEST OF THE CENTER OF HIGHWAY, 16 FEET
 DR0852'NORTH OF THE NORTH SIDE OF CATTLE GUARD, 3 FEET NORTH OF
 DR0852'FENCE CORNER POST, ABOUT 150 YARDS EAST OF ACME POST
 DR0852'OFFICE AND 1.1 MILES FROM THE STATION S 59 DEG 54 MIN W.
 DR0852
 DR0852                          STATION RECOVERY (1961)
 DR0852
 DR0852'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GWM)
 DR0852'THE SURFACE-STATION MARK WAS FOUND TO HAVE BEEN DISTURBED
 DR0852'BY PIPELINE CONSTRUCTION.  THE UNDERGROUND-STATION MARK WAS
 DR0852'RECOVERED, BUT SINCE THE HIGHWAY RIGHT-OF-WAY FENCES HAVE
 DR0852'BEEN EXPANDED FOR FUTURE HIGHWAY CONSTRUCTION THE MARK WAS
 DR0852'DESTROYED.
 DR0852'
 DR0852'REFERENCE MARKS 1 AND 2 WERE RECOVERED LYING UPON THE SURFACE
 DR0852'OF THE GROUND.
 DR0852'
 DR0852'THE HIGHWAY AT THE AZIMUTH MARK SITE HAS BEEN MODIFIED.  A
 DR0852'SEARCH WAS MADE FOR THE MARK, BUT IT WAS NOT RECOVERED.
 DR0852'
 DR0852'A TRAVERSE CONNECTION WAS MADE FROM ACME 1935 TO ACME 2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0777 ***********************************************************************
 DR0777  DESIGNATION -  ACME 2
 DR0777  PID         -  DR0777
 DR0777  STATE/COUNTY-  NM/CHAVES
 DR0777  USGS QUAD   -  HAYSTACK MOUNTAIN (1982)
 DR0777
 DR0777                         *CURRENT SURVEY CONTROL
 DR0777  ___________________________________________________________________
 DR0777* NAD 83(1992)-  33 38 02.67720(N)    104 13 32.00399(W)     ADJUSTED  
 DR0777* NAVD 88     -      1234.049  (meters)    4048.71   (feet)  ADJUSTED  
 DR0777  ___________________________________________________________________
 DR0777  LAPLACE CORR-           0.48  (seconds)                    DEFLEC99
 DR0777  GEOID HEIGHT-         -23.21  (meters)                     GEOID03
 DR0777  DYNAMIC HT  -        1232.375 (meters)    4043.22  (feet)  COMP
 DR0777  MODELED GRAV-     979,237.3   (mgal)                       NAVD 88
 DR0777
 DR0777  HORZ ORDER  -  SECOND
 DR0777  VERT ORDER  -  FIRST     CLASS II
 DR0777
 DR0777.The horizontal coordinates were established by classical geodetic methods
 DR0777.and adjusted by the National Geodetic Survey in December 1993..
 DR0777
 DR0777.The orthometric height was determined by differential leveling
 DR0777.and adjusted by the National Geodetic Survey in June 1991..
 DR0777
 DR0777.The Laplace correction was computed from DEFLEC99 derived deflections.
 DR0777
 DR0777.The geoid height was determined by GEOID03.
 DR0777
 DR0777.The dynamic height is computed by dividing the NAVD 88
 DR0777.geopotential number by the normal gravity value computed on the
 DR0777.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0777.degrees latitude (g = 980.6199 gals.).
 DR0777
 DR0777.The modeled gravity was interpolated from observed gravity values.
 DR0777
 DR0777;                    North         East     Units Scale Factor Converg.
 DR0777;SPC NM E     -   292,077.928   174,998.509   MT  0.99991032   +0 03 34.9
 DR0777;SPC NM E     -   958,259.00    574,140.94   sFT  0.99991032   +0 03 34.9
 DR0777;SPC NM C     -   293,908.422   687,822.341   MT  1.00033479   +1 07 17.9
 DR0777;SPC NM C     -   964,264.55  2,256,630.46   sFT  1.00033479   +1 07 17.9
 DR0777;UTM  13      - 3,721,853.239   571,824.217   MT  0.99966360   +0 25 44.3
 DR0777
 DR0777!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR0777!SPC NM E     -   0.99980995  x   0.99991032  =   0.99972028
 DR0777!SPC NM C     -   0.99980995  x   1.00033479  =   1.00014467
 DR0777!UTM  13      -   0.99980995  x   0.99966360  =   0.99947361
 DR0777
 DR0777|---------------------------------------------------------------------|
 DR0777| PID    Reference Object                     Distance      Geod. Az  |
 DR0777|                                                           dddmmss.s |
 DR0777| CJ5583 ACME 2 RM 1                          60.916 METERS 14731     |
 DR0777| DR0774 ACME 2 AZ MK                                       2354609.7 |
 DR0777| CJ5584 ACME 2 RM 2                          24.809 METERS 23555     |
 DR0777|---------------------------------------------------------------------|
 DR0777
 DR0777                          SUPERSEDED SURVEY CONTROL
 DR0777
 DR0777  NAD 83(1986)-  33 38 02.68243(N)    104 13 31.99959(W) AD(       ) 2
 DR0777  NAD 27      -  33 38 02.35325(N)    104 13 30.11857(W) AD(       ) 2
 DR0777  NGVD 29 (07/19/86) 1233.4    (m)         4047.     (f) VERT ANG       
 DR0777
 DR0777.Superseded values are not recommended for survey control.
 DR0777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0777.See file dsdata.txt to determine how the superseded data were derived.
 DR0777
 DR0777_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SET7182421853(NAD 83)
 DR0777_MARKER: DS = TRIANGULATION STATION DISK
 DR0777_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR0777_SP_SET: CONCRETE POST
 DR0777_STAMPING: ACME 2 1961
 DR0777_MARK LOGO: CGS   
 DR0777_PROJECTION: PROJECTING 30 CENTIMETERS
 DR0777_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR0777+STABILITY: SURFACE MOTION
 DR0777
 DR0777  HISTORY     - Date     Condition        Report By
 DR0777  HISTORY     - 1961     MONUMENTED       CGS
 DR0777  HISTORY     - 1967     GOOD             CGS
 DR0777  HISTORY     - 1978     GOOD             DMA
 DR0777  HISTORY     - 1982     GOOD             NGS
 DR0777  HISTORY     - 1982     GOOD             NGS
 DR0777
 DR0777                          STATION DESCRIPTION
 DR0777
 DR0777'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (GWM)
 DR0777'THE STATION IS 24 MILES EAST OF ROSWELL, 10-1/2 MILES WEST-SOUTHWEST
 DR0777'OF ELKINS, 7-1/2 MILES EAST OF THE PECOS RIVER, ON THE NORTH
 DR0777'SIDE OF THE NORTH RIGHT-OF-WAY FENCE OF U.S. HIGHWAY 70,
 DR0777'JUST WEST OF A TRACK ROAD WHICH CROSSES THE HIGHWAY AND AT
 DR0777'A POINT WHERE THE HIGHWAY BEGINS A STEEP DESCENT TO THE EAST.
 DR0777'THE HIGHWAY REACHES A HIGHER SUMMIT 1.0 MILE WEST-SOUTHWEST
 DR0777'OF THE STATION.
 DR0777'
 DR0777'TO REACH THE STATION FROM THE COUNTY COURTHOUSE IN ROSWELL,
 DR0777'DRIVE NORTH ON U.S. HIGHWAYS 70 AND 285 FOR 4.7 MILES TO THE
 DR0777'JUNCTION OF THESE TWO HIGHWAYS.  KEEP RIGHT WITH U.S. HIGHWAY
 DR0777'70 AND CONTINUE NORTHEAST FOR 10.8 MILES TO THE BRIDGE
 DR0777'OVER THE PECOS RIVER.  CROSS THE BRIDGE AND CONTINUE THE
 DR0777'HIGHWAY FOR 8.5 MILES TO A SIDE ROAD ON THE RIGHT AT SIGN
 DR0777'READING, CAMPBELL, AND THE AZIMUTH MARK.  CONTINUE EASTERLY ON
 DR0777'THE HIGHWAY FOR 0.95 MILE TO A TRACK CROSS ROAD AND THE
 DR0777'STATION ON THE LEFT.
 DR0777'
 DR0777'THE SURFACE MARK, A STANDARD DISK STAMPED ACME 2 1961, IS
 DR0777'SET IN THE TOP OF A CONCRETE MONUMENT, 12 INCHES SQUARE AT THE
 DR0777'TOP, PROJECTING 2 INCHES ABOVE THE SURFACE OF THE GROUND.
 DR0777'IT IS 74.0 FEET NORTH OF THE CENTER OF U.S. HIGHWAY 70, 63.2 FEET
 DR0777'WEST-SOUTHWEST OF THE CENTER OF THE GATE AND TRACK ROAD AT THE
 DR0777'NORTH RIGHT-OF-WAY FENCE, 4.5 FEET NORTH-NORTHWEST OF A
 DR0777'METAL WITNESS POST WITH SIGN AND 3.7 FEET NORTH OF THE NORTH
 DR0777'RIGHT-OF-WAY FENCE.
 DR0777'
 DR0777'THE UNDERGROUND-STATION MARK, A STANDARD DISK STAMPED ACME
 DR0777'2 1961, IS SET IN THE TOP OF A MASS OF CONCRETE 46 INCHES
 DR0777'BELOW THE SURFACE OF THE GROUND.
 DR0777'
 DR0777'REFERENCE MARK 1, A STANDARD DISK STAMPED ACME 2 NO 1 1961,
 DR0777'IS SET IN THE TOP OF A CONCRETE MONUMENT, 12 INCHES SQUARE
 DR0777'AT THE TOP, PROJECTING 5 INCHES ABOVE THE SURFACE OF THE
 DR0777'GROUND.  IT IS 126.0 FEET SOUTHEAST OF THE CENTER OF U.S.
 DR0777'HIGHWAY 70, 28.4 FEET WEST-NORTHWEST OF THE CENTER OF THE
 DR0777'GATE AND TRACK ROAD AT THE SOUTH RIGHT-OF-WAY FENCE AND 1.0
 DR0777'FOOT NORTH OF THIS FENCE.
 DR0777'
 DR0777'REFERENCE MARK 2, A STANDARD DISK STAMPED ACME 2 NO 2 1961,
 DR0777'IS SET IN THE TOP OF A CONCRETE MONUMENT, 12 INCHES SQUARE
 DR0777'AT THE TOP, PROJECTING 6 INCHES ABOVE THE SURFACE OF THE
 DR0777'GROUND.  IT IS 71.5 FEET NORTH OF THE CENTER OF U.S. HIGHWAY
 DR0777'70, 1.5 FEET NORTHEAST OF A FENCE POST AND 10 INCHES NORTH
 DR0777'OF THE NORTH RIGHT-OF-WAY FENCE.
 DR0777'
 DR0777'THE AZIMUTH MARK, A STANDARD DISK STAMPED ACME 2 1961, IS
 DR0777'SET IN THE TOP OF A CONCRETE MONUMENT, 12 INCHES SQUARE AT
 DR0777'THE TOP, PROJECTING 6 INCHES ABOVE THE SURFACE OF THE GROUND.
 DR0777'IT IS 126.0 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY 70, 28.5
 DR0777'FEET NORTH OF A POWERLINE POLE, 22.0 FEET EAST-NORTHEAST OF
 DR0777'THE CENTER OF THE BLADED ROAD AND A CATTLE GUARD, 1.5 FEET
 DR0777'SOUTH OF A METAL WITNESS POST WITH SIGN AND 1.0 FOOT NORTH
 DR0777'OF THE SOUTH RIGHT-OF-WAY FENCE.
 DR0777'
 DR0777'THE PICTURE POINT IS THE CENTER OF THE TRACK ROAD AND GATE
 DR0777'AT THE NORTH RIGHT-OF-WAY FENCE EAST-NORTHEAST OF THE STATION.
 DR0777'
 DR0777'() DISTANCES CONVERTED TO METERS.
 DR0777
 DR0777                          STATION RECOVERY (1967)
 DR0777
 DR0777'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (TT)
 DR0777'STATION RECOVERED AS DESCRIBED.
 DR0777'ALL MARKS IN GOOD CONDITION.
 DR0777'
 DR0777'STATION MARK--STANDARD METAL DISK SET IN 12 IN. SQUARE CONCRETE
 DR0777'POST PROJECTING 0.2 FT. ABOVE GROUND STAMPED ACME 2 1961.
 DR0777'
 DR0777'NO CHANGE IN REFERENCE DISTANCES FOR MARKS.
 DR0777'
 DR0777'REFERENCE MARK NO. 1--A STANDARD C AND GS R.M. DISK SET IN A 12
 DR0777'IN. SQUARE CONCRETE POST PROJECTING 1.0 FT. ABOVE THE GROUND
 DR0777'AND STAMPED ACME 2 NO. 1 1961.
 DR0777'
 DR0777'REFERENCE MARK NO. 2--A STANDARD C AND GS R.M. DISK SET IN
 DR0777'A 12 IN. SQUARE CONCRETE POST WHICH PROJECTS 10 IN. ABOVE
 DR0777'THE GROUND AND STAMPED ACME 2 NO. 2 1961.
 DR0777
 DR0777                          STATION RECOVERY (1978)
 DR0777
 DR0777'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978 (ODJ)
 DR0777'STATION MARKS AND REFERENCE MARKS RECOVERED AS DESCRIBED BY J.L.
 DR0777'GUMMOW, USC AND GS 1961.
 DR0777'
 DR0777'A POWER LINE CROSSES HIGHWAY SOUTHWEST TO NORTHEAST ABOUT 25 FEET
 DR0777'EAST OF STATION.
 DR0777'
 DR0777'STATION WAS NOT INCLUDED IN LEVEL LINE 21 NEW MEXICO AND DOES NOT
 DR0777'HAVE A PRECISE ELEVATION.
 DR0777'
 DR0777'AZIMUTH MARK RECOVERED AS DESCRIBED.
 DR0777
 DR0777                          STATION RECOVERY (1982)
 DR0777
 DR0777'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (RHK)
 DR0777'THE STATION, REFERENCE MARKS NO 1, NO 2, AND THE AZIMUTH MARK WERE
 DR0777'RECOVERED IN GOOD CONDITION AS DESCRIBED IN 1961.
 DR0777
 DR0777                          STATION RECOVERY (1982)
 DR0777
 DR0777'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 DR0777'39.7 KM (24.65 MI) NE FROM ROSWELL.
 DR0777'27.2 KM (16.9 MI) NORTHEASTERLY ALONG THE SANTA FE RAILROAD FROM THE
 DR0777'RAILROAD STATION IN ROSWELL, THENCE 12.5 KM (7.75 MI) NORTHEASTERLY
 DR0777'ALONG U.S. HIGHWAY 70, 0.2 KM (0.1 MI) NORTHEAST OF MILEPOST 359,
 DR0777'24.8 METERS (81.4 FT) NORTHEAST OF REFERENCE MARK 2, 22.6 METERS (74.1
 DR0777'FT) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 19.3 METERS (63.3 FT)
 DR0777'SOUTHWEST OF THE CENTER OF A CATTLE GUARD AND DIRT ROAD LEADING NORTH
 DR0777'AND 1.1 METERS (3.6 FT) NORTHWEST OF A FENCE.
 DR0777'THE MARK IS 1.4 METERS  NW FROM A WITNESS POST.
 DR0777'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0774 ***********************************************************************
 DR0774  DESIGNATION -  ACME 2 AZ MK
 DR0774  PID         -  DR0774
 DR0774  STATE/COUNTY-  NM/CHAVES
 DR0774  USGS QUAD   -  HAYSTACK MOUNTAIN (1982)
 DR0774
 DR0774                         *CURRENT SURVEY CONTROL
 DR0774  ___________________________________________________________________
 DR0774* NAD 83(1986)-  33 37 35.     (N)    104 14 20.     (W)     SCALED    
 DR0774* NAVD 88     -      1228.723  (meters)    4031.24   (feet)  ADJUSTED  
 DR0774  ___________________________________________________________________
 DR0774  GEOID HEIGHT-         -23.21  (meters)                     GEOID03
 DR0774  DYNAMIC HT  -        1227.056 (meters)    4025.77  (feet)  COMP
 DR0774  MODELED GRAV-     979,237.2   (mgal)                       NAVD 88
 DR0774
 DR0774  VERT ORDER  -  FIRST     CLASS II
 DR0774
 DR0774.The horizontal coordinates were scaled from a topographic map and have
 DR0774.an estimated accuracy of +/- 6 seconds.
 DR0774
 DR0774.The orthometric height was determined by differential leveling
 DR0774.and adjusted by the National Geodetic Survey in June 1991..
 DR0774
 DR0774.The geoid height was determined by GEOID03.
 DR0774
 DR0774.The dynamic height is computed by dividing the NAVD 88
 DR0774.geopotential number by the normal gravity value computed on the
 DR0774.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0774.degrees latitude (g = 980.6199 gals.).
 DR0774
 DR0774.The modeled gravity was interpolated from observed gravity values.
 DR0774
 DR0774;                    North         East    Units  Estimated Accuracy
 DR0774;SPC NM E     -   291,220.      173,760.      MT  (+/- 180 meters Scaled)
 DR0774
 DR0774                          SUPERSEDED SURVEY CONTROL
 DR0774
 DR0774.No superseded survey control is available for this station.
 DR0774
 DR0774_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SET705209(NAD 83)
 DR0774_MARKER: DZ = AZIMUTH MARK DISK
 DR0774_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR0774_SP_SET: CONCRETE POST
 DR0774_STAMPING: ACME 2 1961
 DR0774_MARK LOGO: CGS   
 DR0774_PROJECTION: PROJECTING 15 CENTIMETERS
 DR0774_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR0774+STABILITY: SURFACE MOTION
 DR0774
 DR0774  HISTORY     - Date     Condition        Report By
 DR0774  HISTORY     - 1961     MONUMENTED       CGS
 DR0774  HISTORY     - 1982     GOOD             NGS
 DR0774
 DR0774                          STATION DESCRIPTION
 DR0774
 DR0774'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 DR0774'38.1 KM (23.65 MI) NE FROM ROSWELL.
 DR0774'27.2 KM (16.9 MI) NORTHEASTERLY ALONG THE SANTA FE RAILROAD FROM THE
 DR0774'RAILROAD STATION IN ROSWELL, THENCE 10.9 KM (6.75 MI) NORTHEASTERLY
 DR0774'ALONG U.S. HIGHWAY 70, 38.4 METERS (126.0 FT) SOUTHEAST OF THE
 DR0774'CENTERLINE OF THE HIGHWAY, 8.7 METERS (28.5 FT) NORTH-NORTHWEST OF A
 DR0774'UTILITY POLE, 6.8 METERS (22.3 FT) NORTHEAST OF THE CENTER OF A CATTLE
 DR0774'GUARD AND DIRT ROAD LEADING SOUTH AND 0.3 METER (1.0 FT)
 DR0774'NORTH-NORTHWEST OF A FENCE.
 DR0774'THE MARK IS 0.5 METERS  SSE FROM A WITNESS POST.
 DR0774'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1625 ***********************************************************************
 FO1625  DESIGNATION -  ACOMITA
 FO1625  PID         -  FO1625
 FO1625  STATE/COUNTY-  NM/CIBOLA
 FO1625  USGS QUAD   -  MC CARTYS (1971)
 FO1625
 FO1625                         *CURRENT SURVEY CONTROL
 FO1625  ___________________________________________________________________
 FO1625* NAD 83(1992)-  35 02 54.33754(N)    107 40 12.34301(W)     ADJUSTED  
 FO1625* NAVD 88     -      1960.5    (meters)    6432.     (feet)  VERTCON   
 FO1625  ___________________________________________________________________
 FO1625  LAPLACE CORR-          -1.63  (seconds)                    DEFLEC99
 FO1625  GEOID HEIGHT-         -20.72  (meters)                     GEOID03
 FO1625
 FO1625  HORZ ORDER  -  FIRST
 FO1625
 FO1625.The horizontal coordinates were established by classical geodetic methods
 FO1625.and adjusted by the National Geodetic Survey in December 1993..
 FO1625
 FO1625.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1625.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1625
 FO1625.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1625
 FO1625.The geoid height was determined by GEOID03.
 FO1625
 FO1625;                    North         East     Units Scale Factor Converg.
 FO1625;SPC NM W     -   448,965.896   844,891.684   MT  0.99991940   +0 05 37.5
 FO1625;SPC NM W     - 1,472,982.28  2,771,948.80   sFT  0.99991940   +0 05 37.5
 FO1625;UTM  13      - 3,881,673.636   256,462.768   MT  1.00033103   -1 32 02.8
 FO1625
 FO1625!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1625!SPC NM W     -   0.99969561  x   0.99991940  =   0.99961503
 FO1625!UTM  13      -   0.99969561  x   1.00033103  =   1.00002654
 FO1625
 FO1625:                Primary Azimuth Mark                     Grid Az
 FO1625:SPC NM W     -  MT TAYLOR CAIRN                          020 30 51.3
 FO1625:UTM  13      -  MT TAYLOR CAIRN                          022 08 31.6
 FO1625
 FO1625|---------------------------------------------------------------------|
 FO1625| PID    Reference Object                     Distance      Geod. Az  |
 FO1625|                                                           dddmmss.s |
 FO1625| FO1615 MT TAYLOR CAIRN                     APPROX.20.0 KM 0203628.8 |
 FO1625| CD3918 ACOMITA RM 1                          9.141 METERS 12600     |
 FO1625| CD3919 ACOMITA RM 2                          8.803 METERS 20524     |
 FO1625| CD3917 ACOMITA AZ MK                                      3412609.8 |
 FO1625|---------------------------------------------------------------------|
 FO1625
 FO1625                          SUPERSEDED SURVEY CONTROL
 FO1625
 FO1625  NAD 83(1986)-  35 02 54.33903(N)    107 40 12.34455(W) AD(       ) 1
 FO1625  NAD 27      -  35 02 54.18937(N)    107 40 10.15482(W) AD(       ) 1
 FO1625  NGVD 29 (07/19/86) 1959.5    (m)         6429.     (f) VERT ANG       
 FO1625
 FO1625.Superseded values are not recommended for survey control.
 FO1625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1625.See file dsdata.txt to determine how the superseded data were derived.
 FO1625
 FO1625_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBU5646381674(NAD 83)
 FO1625_MARKER: DS = TRIANGULATION STATION DISK
 FO1625_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FO1625
 FO1625  HISTORY     - Date     Condition        Report By
 FO1625  HISTORY     - 1945     MONUMENTED       CGS
 FO1625  HISTORY     - 1956     GOOD             USGS
 FO1625  HISTORY     - 1958     GOOD             CGS
 FO1625  HISTORY     - 1958     GOOD             CGS
 FO1625  HISTORY     - 1964     GOOD             CGS
 FO1625  HISTORY     - 1970     GOOD             NGS
 FO1625  HISTORY     - 1971     GOOD             NMHD
 FO1625
 FO1625                          STATION DESCRIPTION
 FO1625
 FO1625'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (RAM)
 FO1625'STATION IS LOCATED ON THE FIRST MESA JUST S OF THE CANYON
 FO1625'WHICH CONTAINS U.S. HIGHWAY 66 AND THE MAIN TRACKS OF THE
 FO1625'ATCHISON, TOPEKA AND SANTA FE RAILWAY.  IT IS 2 MILES (AIR
 FO1625'LINE) SW OF THE RAILROAD STATION AT MC CARTYS, 8 MILES (AIR
 FO1625'LINE) W OF SEAMA, 12 MILES (AIR LINE) ESE OF GRANTS, AND 29
 FO1625'FEET NE OF THE NW CORNER OF THE METAL FENCE AROUND THE ACOMITA
 FO1625'STATION OF THE C.A.A. RADIO DIRECTIONAL SYSTEM.
 FO1625'
 FO1625'TO REACH THE STATION FROM GRANTS, GO E ON U.S. HIGHWAY 66 FROM
 FO1625'THE POST OFFICE IN GRANTS FOR 14.0 MILES TO ROAD TURNING OFF
 FO1625'HIGHWAY TO THE S.  TURN RIGHT OFF THE HIGHWAY, CROSSING CATTLE
 FO1625'GUARD, THEN TURN SHARP RIGHT AGAIN AND GO 0.55 MILE TO A FORK.
 FO1625'TAKE THE LEFT FORK FOR 0.55 MILE TO RAILROAD CROSSING.  CROSS
 FO1625'RAILROAD AND TURN RIGHT, GO 0.15 MILE TO FORK IN FRONT OF INDIAN
 FO1625'SCHOOL.  TAKE THE LEFT FORK PAST SCHOOL BEARING S ON GRADED
 FO1625'ROAD FOR 0.45 MILE TO WHERE THE AZIMUTH MARK IS LOCATED
 FO1625'APPROXIMATELY 200 FEET W OF ROAD.  CONTINUE ON GRADED ROAD
 FO1625'FOR 1.4 MILES TO FORKS.  TAKE SHARP LEFT FORK ON GRADED ROAD
 FO1625'FOR 1.2 MILES TO GATE THROUGH METAL FENCE.  HERE TURN LEFT
 FO1625'AND FOLLOW ALONG OUTSIDE OF FENCE FOR 0.05 MILE TO
 FO1625'STATION.
 FO1625'
 FO1625'STATION MARK IS A BRONZE STATION DISK SET IN A SQUARE CONCRETE
 FO1625'POST PROJECTING 4 INCHES ABOVE THE SURROUNDING SURFACE AND IS
 FO1625'STAMPED ACOMITA 1945.  IT IS 26.5 FEET NNW OF A WHITE WITNESS
 FO1625'POST.  UNDERGROUND MARK IS A BRONZE STATION DISK SET IN CONCRETE
 FO1625'AND IS STAMPED ACOMITA CAA.
 FO1625'
 FO1625'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A SQUARE
 FO1625'CONCRETE POST, PROJECTS 2 INCHES ABOVE THE SURROUNDING SURFACE,
 FO1625'AND IS STAMPED ACOMITA NO 1 1945.  IT IS ESE OF THE STATION
 FO1625'AND AT ABOUT THE SAME LEVEL.
 FO1625'
 FO1625'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN THE CONCRETE
 FO1625'BASE OF THE NW CORNERPOST OF THE METAL FENCE MENTIONED ABOVE,
 FO1625'IS FLUSH WITH THE SURROUNDING SURFACE, AND IS STAMPED ACOMITA
 FO1625'NO 2 1945.  IT IS LOCATED SW OF THE STATION AND IS AT ABOUT
 FO1625'THE SAME LEVEL.
 FO1625'
 FO1625'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN BEDROCK FLUSH WITH
 FO1625'THE SURROUNDING SURFACE AND IS STAMPED ACOMITA 1945.  IT IS
 FO1625'ABOUT 200 FEET W OF ROAD TO STATION AND ABOUT 100 FEET HIGHER.
 FO1625'IT IS 4 FEET SE OF A WHITE WITNESS POST AND 3 FEET W OF THE
 FO1625'SHEAR EDGE OF THE MESA.  IT IS 3/4 MILE NNW OF THE STATION.
 FO1625
 FO1625                          STATION RECOVERY (1956)
 FO1625
 FO1625'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 FO1625'STATION RECOVERED IN GOOD CONDITION.
 FO1625'
 FO1625'TO REACH STATION FROM GRANTS, GO 13.0 MILES EAST ALONG U.S. 66
 FO1625'FROM THE POST OFFICE, TURN EAST ON A DIRT ROAD AND GO 1.0
 FO1625'MILE TO THE SCHOOL AT MC CARTYS.  TURN RIGHT AT THE CROSSROADS
 FO1625'BY THE SCHOOL AND FOLLOW THE MAIN ROAD UP THE MESA FOR 1.4
 FO1625'MILES TO A FORK.  TAKE THE LEFT FORK (A TRACK ROAD) FOR 0.1 MILE
 FO1625'TO ANOTHER FORK AND THERE TURN SHARP LEFT TO FOLLOW A ROAD
 FO1625'PARALLEL TO POWER LINE.  FOLLOW THIS ROAD 0.7 MILE TO THE
 FO1625'END OF THE POWER LINE AND A CLEARING.  STATION IS AT NW CORNER
 FO1625'OF CLEARING.
 FO1625
 FO1625                          STATION RECOVERY (1958)
 FO1625
 FO1625'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (RLE)
 FO1625'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2
 FO1625'AND THE AZIMUTH MARK WERE RECOVERED AND FOUND TO BE IN GOOD
 FO1625'CONDITION.  FOLLOWING IS A NEW DESCRIPTION.
 FO1625'
 FO1625'THE STATION IS ABOUT 12 MILES EAST-SOUTHEAST OF GRANTS AND
 FO1625'2 MILES SOUTH OF MC CARTYS ON THE FIRST MESA JUST SOUTH OF THE
 FO1625'CANYON WHICH CONTAINS U.S. HIGHWAY 66 AND THE ATCHISON TOPEKA
 FO1625'AND SANTA FE RAILWAY.  THE MARK IS 27 FEET NORTH-NORTHWEST OF
 FO1625'A 4 X 4 WITNESS POST AND 17 FEET EAST OF THE CENTER OF A TRACK
 FO1625'ROAD.  THE MARK PROJECTS ABOUT 3 INCHES ABOVE THE SURFACE OF
 FO1625'THE GROUND AND IS STAMPED ACOMITA 1945.  THE UNDERGROUND MARK
 FO1625'IS STAMPED ACOMITA CAA 1945.
 FO1625'
 FO1625'REFERENCE MARK NO. 1 IS 5 FEET WEST OF A CEDAR TREE.  THE MARK
 FO1625'PROJECTS 1 INCH ABOVE THE SURFACE OF THE GROUND AND IS STAMPED
 FO1625'ACOMITA NO 1 1945.
 FO1625'
 FO1625'REFERENCE MARK NO. 2 IS 17 FEET WEST OF A 4 X 4 WITNESS POST
 FO1625'AND 9 FEET EAST OF THE CENTER OF A TRACK ROAD.  THE MARK IS
 FO1625'A STANDARD REFERENCE MARK DISK SET IN A DRILL HOLE IN A CIRCULAR
 FO1625'MASS OF CEMENT, SET FLUSH WITH THE SURFACE OF THE GROUND AND IS
 FO1625'STAMPED ACOMITA NO 2 1945.
 FO1625'
 FO1625'THE AZIMUTH MARK IS ABOUT 200 FEET WEST OF WHERE A TELEPHONE LINE
 FO1625'CROSSES THE ROAD AND 2 FOOT WEST OF THE EDGE OF THE MESA.  IT
 FO1625'IS ABOUT 100 FEET HIGHER IN ELEVATION THAN THE ROAD.  THE
 FO1625'MARK IS SET FLUSH WITH THE SURFACE OF THE BED ROCK AND IS
 FO1625'STAMPED ACOMITA 1945.
 FO1625'
 FO1625'TO REACH THE STATION FROM THE POST OFFICE IN SAN FIDEL GO
 FO1625'WEST ON U.S. HIGHWAY 66 FOR 4 MILES TO A GRADED ROAD LEFT AND
 FO1625'A SIGN (MC CARTY DAY SCHOOL).  TURN LEFT, SOUTH, AND GO 0.5
 FO1625'MILE TO A T ROAD.  TURN RIGHT AND GO 0.3 MILE TO A CROSS ROAD
 FO1625'AND THE MC CARTY DAY SCHOOL ON THE RIGHT.  CONTINUE STRAIGHT
 FO1625'AHEAD, SOUTH, AND GO 0.45 MILE TO THE AZIMUTH MARK ON THE RIGHT
 FO1625'AS DESCRIBED.  FROM THE AZIMUTH MARK CONTINUE STRAIGHT AHEAD
 FO1625'ON THE GRADED ROAD AND GO 1 MILE TO A TRACK ROAD ON THE LEFT.
 FO1625'TURN LEFT AND GO ABOUT 50 YARDS TO A CROSS ROAD.  CONTINUE
 FO1625'STRAIGHT AHEAD AND GO 0.5 MILE TO A FORK.  TAKE THE LEFT
 FO1625'FORK AND GO 0.2 MILE TO THE STATION ON THE RIGHT AS
 FO1625'DESCRIBED.
 FO1625
 FO1625                          STATION RECOVERY (1958)
 FO1625
 FO1625'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (FJT)
 FO1625'THE STATION MARK, REFERENCE MARKS, AND AZIMUTH MARK, WERE
 FO1625'RECOVERED AND FOUND IN GOOD CONDITION.  THE TO REACH WAS FOUND TO
 FO1625'BE OBSOLETE, A NEW TO REACH FOLLOWS--
 FO1625'
 FO1625'TO REACH THE STATION FROM THE POST OFFICE IN SAN FIDEL, A
 FO1625'SMALL VILLAGE ON U.S. HIGHWAY 66, GO W ON THE HIGHWAY FOR 3.9
 FO1625'MILES TO A SIDEROAD AND CATTLEGUARD TO THE LEFT.  TURN LEFT
 FO1625'ACROSS THE CATTLEGUARD AND GO S FOR 0.6 MILES TO RAILROAD
 FO1625'CROSSING AND CATTLEGUARD.  CROSS RAILROAD, AND TURN RIGHT
 FO1625'ON CROSSROAD, GO 0.2 MILE TO SURFACED ROAD WITH INDIAN SCHOOL
 FO1625'ON RIGHT.  CROSS SURFACED ROAD AND GO S ON BLADED DIRT ROAD
 FO1625'FOR 0.5 MILE, WHERE AZIMUTH MARK IS LOCATED TO RIGHT, ON RIM
 FO1625'OF MESA.  CONTINUE ON BLADED DIRT ROAD FOR 1.0 MILES TO A
 FO1625'REVERSE Y AND A GROWN OVER BLADED DIRT ROAD.  TURN SHARP LEFT
 FO1625'ONTO THE GROWN OVER ROAD, AND GO 0.7 MILE TO THE STATION ON
 FO1625'THE RIGHT.
 FO1625
 FO1625                          STATION RECOVERY (1964)
 FO1625
 FO1625'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (FHB)
 FO1625'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 FO1625'FOUND IN GOOD CONDITION.
 FO1625'
 FO1625'THE DESCRIPTION ON HOW TO REACH THE STATION IS COMPLETELY
 FO1625'ADEQUATE.
 FO1625
 FO1625                          STATION RECOVERY (1970)
 FO1625
 FO1625'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 FO1625'THE STATION MARK REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK
 FO1625'WERE RECOVERED AND FOUND IN GOOD CONDITION.  DUE TO ROAD CHANGES
 FO1625'IN THE AREA A NEW ROUTE TO THE STATION FOLLOWS.
 FO1625'
 FO1625'TO REACH THE STATION FROM THE SCHOOL IN MC CARTHY GO SOUTH ALONG
 FO1625'COUNTY ROAD 33 WHICH LEADS UP THE MESA FOR 0.5 MILE TO THE
 FO1625'AZIMUTH MARK ON TOP OF THE CLIFF BY A CAIRN APPROX. 200 FEET
 FO1625'NORTH OF A TELEPHONE LINE, CONTINUE ON THE MAIN TRAVELED ROAD
 FO1625'FOR ABOUT 1.2 MILES TO A DIM CROSSROAD JUST BEFORE REACHING
 FO1625'THE CREST OF THE HILL.  TURN LEFT FOR 0.1 MILE TO A CROSSROAD,
 FO1625'CONTINUE AHEAD FOR 0.2 MILE TO A DIM FORK ON A ROCK OUTCROP.
 FO1625'TAKE THE LEFT FORK LEADING DOWN HILL FOR 0.5 MILE TO THE RUINS
 FO1625'OF MC CARTHYS RADIO DIRECTIONAL SYSTEM AND THE STATION WHICH
 FO1625'IS MARKED BY A WITNESS POST AND SIGN.
 FO1625'
 FO1625'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--12 MILES
 FO1625'EAST-SOUTHEAST OF GRANTS
 FO1625
 FO1625                          STATION RECOVERY (1971)
 FO1625
 FO1625'RECOVERY NOTE BY NM HIGHWAY DEPT 1971
 FO1625'ACOMITA 1945-GOOD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0618 ***********************************************************************
 EQ0618  DESIGNATION -  ADCLIFF AZ MK
 EQ0618  PID         -  EQ0618
 EQ0618  STATE/COUNTY-  NM/SOCORRO
 EQ0618  USGS QUAD   -  SCHOLLE (1995)
 EQ0618
 EQ0618                         *CURRENT SURVEY CONTROL
 EQ0618  ___________________________________________________________________
 EQ0618* NAD 83(1986)-  34 25 48.     (N)    106 27 17.     (W)     SCALED    
 EQ0618* NAVD 88     -      1752.966  (meters)    5751.19   (feet)  ADJUSTED  
 EQ0618  ___________________________________________________________________
 EQ0618  GEOID HEIGHT-         -20.52  (meters)                     GEOID03
 EQ0618  DYNAMIC HT  -        1750.476 (meters)    5743.02  (feet)  COMP
 EQ0618  MODELED GRAV-     979,152.7   (mgal)                       NAVD 88
 EQ0618
 EQ0618  VERT ORDER  -  FIRST     CLASS II
 EQ0618
 EQ0618.The horizontal coordinates were scaled from a topographic map and have
 EQ0618.an estimated accuracy of +/- 6 seconds.
 EQ0618
 EQ0618.The orthometric height was determined by differential leveling
 EQ0618.and adjusted by the National Geodetic Survey in June 1991..
 EQ0618
 EQ0618.The geoid height was determined by GEOID03.
 EQ0618
 EQ0618.The dynamic height is computed by dividing the NAVD 88
 EQ0618.geopotential number by the normal gravity value computed on the
 EQ0618.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0618.degrees latitude (g = 980.6199 gals.).
 EQ0618
 EQ0618.The modeled gravity was interpolated from observed gravity values.
 EQ0618
 EQ0618;                    North         East    Units  Estimated Accuracy
 EQ0618;SPC NM C     -   380,370.      481,180.      MT  (+/- 180 meters Scaled)
 EQ0618
 EQ0618                          SUPERSEDED SURVEY CONTROL
 EQ0618
 EQ0618.No superseded survey control is available for this station.
 EQ0618
 EQ0618_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU663107(NAD 83)
 EQ0618_MARKER: DZ = AZIMUTH MARK DISK
 EQ0618_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EQ0618_SP_SET: HEADWALL
 EQ0618_STAMPING: ADCLIFF AZ. MK. 1972 TOPO CENTER
 EQ0618_MARK LOGO: DMA   
 EQ0618_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EQ0618+STABILITY: SURFACE MOTION
 EQ0618
 EQ0618  HISTORY     - Date     Condition        Report By
 EQ0618  HISTORY     - 1972     MONUMENTED       DMA
 EQ0618  HISTORY     - 1980     GOOD             NGS
 EQ0618
 EQ0618                          STATION DESCRIPTION
 EQ0618
 EQ0618'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 EQ0618'23.6 KM (14.7 MI) WEST FROM MOUNTAINAIR.
 EQ0618'23.6 KM (14.7 MI) WESTERLY ALONG U.S. HIGHWAY 60 FROM THE POST
 EQ0618'OFFICE IN MOUNTAINAIR, 0.2 KM (0.1 MI) SOUTHWEST OF A REST AREA, IN
 EQ0618'TOP OF THE SOUTHWEST CORNER OF THE NORTHWEST HEADWALL OF A 6 BY 10
 EQ0618'FT CONCRETE BOX CULVERT AND 4.8 METERS (15.0 FT) NORTHWEST OF THE
 EQ0618'CENTERLINE OF THE HIGHWAY.
 EQ0618'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0015 ***********************************************************************
 CX0015  DESIGNATION -  ADD
 CX0015  PID         -  CX0015
 CX0015  STATE/COUNTY-  NM/OTERO
 CX0015  USGS QUAD   -  LAKE LUCERO SE (1982)
 CX0015
 CX0015                         *CURRENT SURVEY CONTROL
 CX0015  ___________________________________________________________________
 CX0015* NAD 83(1992)-  32 34 40.92145(N)    106 19 41.80551(W)     ADJUSTED  
 CX0015* NAVD 88     -      1217.645  (meters)    3994.89   (feet)  ADJUSTED  
 CX0015  ___________________________________________________________________
 CX0015  LAPLACE CORR-           0.13  (seconds)                    DEFLEC99
 CX0015  GEOID HEIGHT-         -23.48  (meters)                     GEOID03
 CX0015  DYNAMIC HT  -        1215.848 (meters)    3988.99  (feet)  COMP
 CX0015  MODELED GRAV-     979,121.2   (mgal)                       NAVD 88
 CX0015
 CX0015  HORZ ORDER  -  FIRST
 CX0015  VERT ORDER  -  FIRST     CLASS II
 CX0015
 CX0015.The horizontal coordinates were established by classical geodetic methods
 CX0015.and adjusted by the National Geodetic Survey in December 1993..
 CX0015
 CX0015.The orthometric height was determined by differential leveling
 CX0015.and adjusted by the National Geodetic Survey in June 1991..
 CX0015
 CX0015.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX0015
 CX0015.The geoid height was determined by GEOID03.
 CX0015
 CX0015.The dynamic height is computed by dividing the NAVD 88
 CX0015.geopotential number by the normal gravity value computed on the
 CX0015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0015.degrees latitude (g = 980.6199 gals.).
 CX0015
 CX0015.The modeled gravity was interpolated from observed gravity values.
 CX0015
 CX0015;                    North         East     Units Scale Factor Converg.
 CX0015;SPC NM C     -   174,962.566   492,650.657   MT  0.99990067   -0 02 31.7
 CX0015;SPC NM C     -   574,023.02  1,616,304.70   sFT  0.99990067   -0 02 31.7
 CX0015;UTM  13      - 3,605,287.528   375,325.678   MT  0.99979167   -0 42 55.1
 CX0015
 CX0015!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX0015!SPC NM C     -   0.99981254  x   0.99990067  =   0.99971323
 CX0015!UTM  13      -   0.99981254  x   0.99979167  =   0.99960425
 CX0015
 CX0015|---------------------------------------------------------------------|
 CX0015| PID    Reference Object                     Distance      Geod. Az  |
 CX0015|                                                           dddmmss.s |
 CX0015| CX0014 ADD RM 1                             10.218 METERS 07928     |
 CX0015| CX1499 ADD 2                                14.339 METERS 12232     |
 CX0015| CX0012 ADD RM 2                             10.278 METERS 19231     |
 CX0015| CX0011 4 F 919                             APPROX. 1.0 KM 2133259.0 |
 CX0015|---------------------------------------------------------------------|
 CX0015
 CX0015                          SUPERSEDED SURVEY CONTROL
 CX0015
 CX0015  NAD 83(1986)-  32 34 40.92806(N)    106 19 41.80564(W) AD(       ) 1
 CX0015  NAD 27      -  32 34 40.60897(N)    106 19 39.83002(W) AD(       ) 1
 CX0015  NGVD 29 (??/??/92) 1217.059  (m)         3992.97   (f) ADJ UNCH    1 2
 CX0015
 CX0015.Superseded values are not recommended for survey control.
 CX0015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0015.See file dsdata.txt to determine how the superseded data were derived.
 CX0015
 CX0015_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS7532605288(NAD 83)
 CX0015_MARKER: DS = TRIANGULATION STATION DISK
 CX0015_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CX0015_SP_SET: MONUMENT
 CX0015_STAMPING: ADD WSPG 1964
 CX0015_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX0015
 CX0015  HISTORY     - Date     Condition        Report By
 CX0015  HISTORY     - 1964     MONUMENTED       DMA
 CX0015  HISTORY     - 1967     GOOD             NGS
 CX0015  HISTORY     - 1968     GOOD             CGS
 CX0015  HISTORY     - 1980     GOOD             NGS
 CX0015
 CX0015                          STATION DESCRIPTION
 CX0015
 CX0015'DESCRIBED BY DEFENSE MAP AGENCY 1964 (WRH)
 CX0015'THE STATION IS APPROXIMATELY 19 MILES NORTHWEST OF OROGRANDE, 9 MILES
 CX0015'NORTHEAST OF SMALL MISSILE RANGE, AND ALONG THE SOUTHEAST SIDE OF
 CX0015'U.S. HIGHWAY 70.
 CX0015'
 CX0015'TO REACH THE STATION FROM THE EAST SIDE OF THE HEADQUARTERS BUILDING
 CX0015'AT WHITE SANDS MISSILE RANGE, GO NORTH ON A BLACKTOP ROAD FOR 4.3
 CX0015'MILES TO U.S. HIGHWAY 70 OVERPASS.  TURN RIGHT AND GO NORTHEAST ON
 CX0015'HIGHWAY 70 FOR 4.7 MILES TO THE ENTRANCE TO SMALL MISSILE RANGE ON
 CX0015'THE LEFT.  CONTINUE NORTHEAST ON HIGHWAY 70 FOR 5.5 MILES TO A
 CX0015'SIDE ROAD ON THE RIGHT AND A SIGN LACROSSE FIELD STATION.
 CX0015'CONTINUE NORTHEAST ON HIGHWAY 70 FOR 3.7 MILES TO THE TOP OF A
 CX0015'SLIGHT RISE AND THE STATION ON THE RIGHT.
 CX0015'
 CX0015'THE STATION MARK IS A STANDARD WHITE SANDS GEODETIC CONTROL TRAVERSE
 CX0015'STATION DISK, STAMPED ADD WSPG 1964, SET IN A CONCRETE POST WHICH IS
 CX0015'6 INCHES IN DIAMETER AND PROJECTS 3 INCHES.  IT IS 128 FEET NORTH
 CX0015'OF THE WEST ONE OF TWO POWER POLES (NO. 32-9), 90 FEET SOUTHEAST OF
 CX0015'THE CENTER LINE OF HIGHWAY 70, AND 12 FEET WEST OF A FENCE POST
 CX0015'WHICH HAS A METAL WITNESS POST SIGN NAILED ON ITS WEST SIDE.  AN
 CX0015'UNDERGROUND DISK WAS NOT SET AT THIS STATION.
 CX0015'
 CX0015'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED ADD WSPG NO 1 1964, IS
 CX0015'SET IN A 12 INCH SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.  IT
 CX0015'IS 116 FEET NORTH OF THE WEST ONE OF TWO POWER POLES (NO. 32-9), 113
 CX0015'FEET SOUTHEAST OF THE CENTER LINE OF HIGHWAY 70, 22 FEET EAST OF
 CX0015'THE FENCE POST WHICH HAS THE WITNESS POST SIGN NAILED ON ITS WEST
 CX0015'SIDE, AND 13 FEET FEET SOUTHEAST OF THE FENCE.
 CX0015'
 CX0015'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED ADD WSPG NO 2 1964, IS
 CX0015'SET IN A 12 INCH SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT
 CX0015'IS 101 FEET SOUTHEAST OF THE CENTER LINE OF HIGHWAY 70, 83 FEET
 CX0015'NORTH OF THE WEST ONE OF TWO POWER POLES (NO. 32-9), AND 1 FOOT
 CX0015'SOUTHEAST OF THE FENCE.
 CX0015'
 CX0015'NOTE--THE DISTANCES TO THE REFERENCE MARKS ARE HORIZONTAL DISTANCES
 CX0015'WITH THE CORRECTION MADE FOR THE TEMPERATURE.
 CX0015
 CX0015                          STATION RECOVERY (1967)
 CX0015
 CX0015'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 CX0015'16.75 MI SW FROM WHITE SANDS N M HDQ.
 CX0015'16.75 MILES SOUTHWEST ALONG U. S. HIGHWAY 70 FROM WHITE SANDS NATIONAL
 CX0015'MONUMENT.  THENCE 88 FEET SOUTHEAST OF THE CENTERLINE OF U. S. HIGHWAY
 CX0015'70, 11 FEET WEST OF A FENCE, 11 FEET WEST OF A METAL WITNESS SIGN, SET
 CX0015'IN THE TOP OF A CONCRETE MONUMENT, 6 INCHES IN DIAMETER AND PROJECTS 2
 CX0015'INCHES ABOVE GROUND.
 CX0015
 CX0015                          STATION RECOVERY (1968)
 CX0015
 CX0015'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JBJ)
 CX0015'THE STATION MARK, REFERENCE MARKS 1, 2 AND TRIANGULATION STATION DONA
 CX0015'1943, WHICH SERVES FOR THE AZIMUTH MARK, WERE RECOVERED.  THE WHITE
 CX0015'SANDS PROVING GROUND PERSONNEL REMARKED THIS STATION, HOLDING THE
 CX0015'EXACT POSITION OF THE ORIGINAL STATION,
 CX0015'AND USING STANDARD TRIANGULATION STATION DISKS.  FOLLOWING IS A
 CX0015'COMPLETE NEW DESCRIPTION.
 CX0015'
 CX0015'THE STATION IS ABOUT 16-1/2 MILES NORTHEAST OF MISSILE RANGE
 CX0015'HEADQUARTERS, 23 MILES SOUTHWEST OF HOLLOMAN AIR FORCE BASE AND ON
 CX0015'THE EAST RIGHT-OF-WAY OF U.S. HIGHWAYS 70 AND 82.
 CX0015'
 CX0015'TO REACH THE STATION FROM THE MISSILE RANGE HEADQUARTERS BUILDING, GO
 CX0015'NORTH ON HEADQUARTERS AVENUE, PASSING THROUGH A CHECK POINT, FOR 4.0
 CX0015'MILES TO U.S. HIGHWAYS 70 AND 82.  TURN RIGHT AND GO NORTHEAST ON
 CX0015'U.S. HIGHWAYS 70 AND 82 FOR 4.25 MILES TO ROUTE 7 ON THE LEFT.
 CX0015'CONTINUE NORTHEAST ON U.S. HIGHWAYS 70 AND 82 FOR 8.6 MILES TO
 CX0015'THE STATION ON THE RIGHT.  (TO REACH DONA 1943, CONTINUE
 CX0015'NORTHEAST ON U.S. HIGHWAYS 70 AND 82 FOR 1.2 MILES TO THE MARK
 CX0015'ON THE RIGHT.)
 CX0015'
 CX0015'THE STATION MARK IS A STANDARD DISK, STAMPED ADD WSPG 1964, SET IN
 CX0015'THE TOP OF A 12 INCH SQUARE CONCRETE POST, THAT PROJECTS 2 INCHES
 CX0015'ABOVE THE GROUND SURFACE.  IT IS 116.0 FEET NORTHEAST OF THE WEST
 CX0015'ONE OF 2 POWER LINE POLES, 88.0 FEET SOUTHEAST OF U.S. HIGHWAYS 70
 CX0015'AND 82 AND 10.8 FEET WEST OF A WITNESS POST AND FENCE.
 CX0015'
 CX0015'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED ADD WSPG NO 1 1964, SET
 CX0015'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST, THAT PROJECTS 3 INCHES
 CX0015'ABOVE THE GROUND SURFACE.  IT IS 114.0 FEET SOUTHEAST OF U.S.
 CX0015'HIGHWAYS 70 AND 82, 26.2 FEET NORTHEAST OF THE WITNESS POST, 13.5
 CX0015'FEET SOUTHEAST OF THE FENCE AND ABOUT THE SAME ELEVATION AS THE
 CX0015'STATION.
 CX0015'
 CX0015'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED ADD WSPG NO 2 1964, SET
 CX0015'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT PROJECTS 3 INCHES
 CX0015'ABOVE THE GROUND SURFACE.  IT IS 100.0 FEET SOUTHEAST OF U.S.
 CX0015'HIGHWAYS 70 AND 82, 32.3 FEET SOUTHWEST OF THE WITNESS POST, 1.1
 CX0015'FEET EAST OF THE FENCE AND ABOUT THE SAME ELEVATION AS THE STATION.
 CX0015'
 CX0015'DONA 1943 IS A STANDARD TRIANGULATION STATION DISK , STAMPED DONA
 CX0015'1943, SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST, THAT
 CX0015'PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT IS 91.0 FEET
 CX0015'SOUTHEAST OF THE CENTERLINE OF U.S. HIGHWAYS 70 AND 82, 8.7 FEET
 CX0015'NORTH OF A FENCE AND AND FENCE AND 2.7 FEET SOUTH OF A WITNESS
 CX0015'POST.
 CX0015'
 CX0015'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--16-1/2 MILES
 CX0015'NORTHEAST OF MISSILE RANGE.
 CX0015
 CX0015                          STATION RECOVERY (1980)
 CX0015
 CX0015'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 CX0015'STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 CX0015'CONDITION.  NO DATA AVAILABLE FOR CHECK ON DISTANCE AND DIRECTION TO
 CX0015'THE REFERENCE MARKS.  STATION WAS MOVED AT THIS TIME DUE TO
 CX0015'U.S. HIGHWAY 70 BEING WIDENED.
 CX0015'
 CX0015'STATION MARK IS A STANDARD DISK, STAMPED---ADD WSPG 1964 RESET
 CX0015'1967---SET IN THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTING ABOUT
 CX0015'3 INCHES.
 CX0015'
 CX0015'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED---ADD WSPG NO 1
 CX0015'1964--- SET IN THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTING ABOUT
 CX0015'2 INCHES.
 CX0015'
 CX0015'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED---ADD WSPG NO 2
 CX0015'1964--- SET IN THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTING 2
 CX0015'INCHES.
 CX0015'
 CX0015'STATION ADD 2 IS A STANDARD DISK, STAMPED ADD WSPG 2 1980--- SET IN
 CX0015'THE TOP OF A ROUND CONCRETE MONUMENT PROJECTING 3 INCHES, 136 FEET
 CX0015'SOUTH OF PRESENT CENTER OF U.S. HIGHWAY 70 AND 82, 105 FEET
 CX0015'EAST-SOUTHEAST OF POWER POLE NO 32-9, 36 FEET SOUTH OF PRESENT
 CX0015'HIGHWAY RIGHT-OF-WAY FENCE, 8 FEET NORTH OF A TRACK ROAD, 11 FEET
 CX0015'SOUTH OF NEW PROPOSED FENCE LINE, 2.2 FEET WEST-NORTHWEST OF A
 CX0015'METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1499 ***********************************************************************
 CX1499  DESIGNATION -  ADD 2
 CX1499  PID         -  CX1499
 CX1499  STATE/COUNTY-  NM/OTERO
 CX1499  USGS QUAD   -  LAKE LUCERO SE (1982)
 CX1499
 CX1499                         *CURRENT SURVEY CONTROL
 CX1499  ___________________________________________________________________
 CX1499* NAD 83(1992)-  32 34 40.67113(N)    106 19 41.34202(W)     ADJUSTED  
 CX1499* NAVD 88     -      1217.88   (+/-2cm)    3995.7    (feet)  VERTCON   
 CX1499  ___________________________________________________________________
 CX1499  LAPLACE CORR-           0.13  (seconds)                    DEFLEC99
 CX1499  GEOID HEIGHT-         -23.48  (meters)                     GEOID03
 CX1499
 CX1499  HORZ ORDER  -  SECOND
 CX1499  VERT ORDER  -  THIRD ? (See Below)
 CX1499
 CX1499.The horizontal coordinates were established by classical geodetic methods
 CX1499.and adjusted by the National Geodetic Survey in December 1993..
 CX1499.No horizontal observational check was made to the station.
 CX1499
 CX1499.The NAVD 88 height was computed by applying the VERTCON shift value to
 CX1499.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CX1499.The vertical order pertains to the NGVD 29 superseded value.
 CX1499
 CX1499.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1499
 CX1499.The geoid height was determined by GEOID03.
 CX1499
 CX1499;                    North         East     Units Scale Factor Converg.
 CX1499;SPC NM C     -   174,954.847   492,662.739   MT  0.99990066   -0 02 31.5
 CX1499;SPC NM C     -   573,997.69  1,616,344.34   sFT  0.99990066   -0 02 31.5
 CX1499;UTM  13      - 3,605,279.668   375,337.668   MT  0.99979163   -0 42 54.8
 CX1499
 CX1499!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1499!SPC NM C     -   0.99981250  x   0.99990066  =   0.99971318
 CX1499!UTM  13      -   0.99981250  x   0.99979163  =   0.99960417
 CX1499
 CX1499|---------------------------------------------------------------------|
 CX1499| PID    Reference Object                     Distance      Geod. Az  |
 CX1499|                                                           dddmmss.s |
 CX1499| CC5925 ADD 2 RM 3                            8.567 METERS 07331     |
 CX1499| CC5926 ADD 2 RM 4                            8.985 METERS 16232     |
 CX1499| CX0011 4 F 919                             APPROX. 1.0 KM 2142400.9 |
 CX1499| CX0015 ADD                                  14.339 METERS 30232     |
 CX1499|---------------------------------------------------------------------|
 CX1499
 CX1499                          SUPERSEDED SURVEY CONTROL
 CX1499
 CX1499  NAD 83(1986)-  32 34 40.67782(N)    106 19 41.34229(W) AD(       ) 2
 CX1499  NAD 27      -  32 34 40.35870(N)    106 19 39.36650(W) AD(       ) 2
 CX1499  NGVD 29 (07/19/86) 1217.30   (m)         3993.8    (f) LEVELING    3  
 CX1499
 CX1499.Superseded values are not recommended for survey control.
 CX1499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1499.See file dsdata.txt to determine how the superseded data were derived.
 CX1499
 CX1499_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS7533805280(NAD 83)
 CX1499_MARKER: DS = TRIANGULATION STATION DISK
 CX1499_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX1499_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CX1499
 CX1499  HISTORY     - Date     Condition        Report By
 CX1499  HISTORY     - 1980     MONUMENTED       NGS
 CX1499
 CX1499                          STATION DESCRIPTION
 CX1499
 CX1499'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 CX1499'STATION IS LOCATED ABOUT 31 MILES SOUTHWEST OF ALAMOGORDO, 16.8 MILES
 CX1499'SOUTHWEST OF THE WHITE SANDS NATIONAL MONUMENT, ALONG SOUTH SIDE OF
 CX1499'U.S. HIGHWAY 70 AND ON FEDERAL LAND.
 CX1499'
 CX1499'STATION IS REACHED FROM THE JUNCTION OF U.S. HIGHWAYS 70, 82 AND 54
 CX1499'AT SOUTH EDGE OF ALAMOGORDO.  GO SOUTH AND SOUTHWESTERLY ON HIGHWAYS
 CX1499'70 AND 82 FOR 13.6 MILES TO THE NATIONAL MONUMENT ON RIGHT, CONTINUE
 CX1499'ON HIGHWAY FOR 16.7 MILES TO A METAL GATE, NUMBER 22 ON LEFT, CONTINUE
 CX1499'ON HIGHWAY FOR 0.1 MILE TO THE STATION ON LEFT.
 CX1499'
 CX1499'STATION IS A STANDARD DISK, STAMPED---ADD WSPG 2 1980--- SET IN THE
 CX1499'TOP OF A ROUND CONCRETE MONUMENT PROJECTING ABOUT 3 INCHES, 136 FEET
 CX1499'SOUTH OF PRESENT CENTER OF U.S. HIGHWAY 70 AND 82, 105 FEET
 CX1499'EAST-SOUTHEAST OF POWER POLE NO 32-9, 36 FEET SOUTH OF PRESENT
 CX1499'HIGHWAY RIGHT-OF-WAY FENCE, 8 FEET NORTH OF A TRACK ROAD 11 FEET
 CX1499'SOUTH OF NEW PROPOSED FENCE LINE, 2.2 FEET WEST-NORTHWEST OF A METAL
 CX1499'WITNESS POST.
 CX1499'
 CX1499'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED---ADD WSPG 2 NO 3
 CX1499'1980---SET IN THE TOP OF A ROUND CONCRETE MONUMENT PROJECTING ABOUT 3
 CX1499'INCHES, 10 FEET SOUTH OF THE TRACK ROAD.
 CX1499'
 CX1499'REFERENCE MARK 4 IS A STANDARD DISK, STAMPED---ADD WSPG 2 NO 4
 CX1499'1980--- SET IN THE TOP OF A ROUND CONCRETE MONUMENT PROJECTING ABOUT
 CX1499'3 INCHES, 13.5 FEET SOUTH OF THE TRACK ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0013 ***********************************************************************
 CX0013  DESIGNATION -  ADD RESET
 CX0013  PID         -  CX0013
 CX0013  STATE/COUNTY-  NM/OTERO
 CX0013  USGS QUAD   -  LAKE LUCERO SE (1982)
 CX0013
 CX0013                         *CURRENT SURVEY CONTROL
 CX0013  ___________________________________________________________________
 CX0013* NAD 83(1986)-  32 34 40.     (N)    106 19 40.     (W)     SCALED    
 CX0013* NAVD 88     -      1217.640  (meters)    3994.87   (feet)  ADJUSTED  
 CX0013  ___________________________________________________________________
 CX0013  GEOID HEIGHT-         -23.48  (meters)                     GEOID03
 CX0013  DYNAMIC HT  -        1215.843 (meters)    3988.98  (feet)  COMP
 CX0013  MODELED GRAV-     979,121.2   (mgal)                       NAVD 88
 CX0013
 CX0013  VERT ORDER  -  FIRST     CLASS II
 CX0013
 CX0013.The horizontal coordinates were scaled from a topographic map and have
 CX0013.an estimated accuracy of +/- 6 seconds.
 CX0013
 CX0013.The orthometric height was determined by differential leveling
 CX0013.and adjusted by the National Geodetic Survey in June 1991..
 CX0013
 CX0013.The geoid height was determined by GEOID03.
 CX0013
 CX0013.The dynamic height is computed by dividing the NAVD 88
 CX0013.geopotential number by the normal gravity value computed on the
 CX0013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0013.degrees latitude (g = 980.6199 gals.).
 CX0013
 CX0013.The modeled gravity was interpolated from observed gravity values.
 CX0013
 CX0013;                    North         East    Units  Estimated Accuracy
 CX0013;SPC NM C     -   174,930.      492,700.      MT  (+/- 180 meters Scaled)
 CX0013
 CX0013                          SUPERSEDED SURVEY CONTROL
 CX0013
 CX0013  NGVD 29 (??/??/92) 1217.054  (m)         3992.95   (f) ADJ UNCH    1 2
 CX0013
 CX0013.Superseded values are not recommended for survey control.
 CX0013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0013.See file dsdata.txt to determine how the superseded data were derived.
 CX0013
 CX0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS753052(NAD 83)
 CX0013_MARKER: DS = TRIANGULATION STATION DISK
 CX0013_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CX0013_SP_SET: MONUMENT
 CX0013_STAMPING: ADD WSPG 1964 RESET 1967 BM
 CX0013_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX0013
 CX0013  HISTORY     - Date     Condition        Report By
 CX0013  HISTORY     - 1967     MONUMENTED       CGS
 CX0013  HISTORY     - 1968     GOOD             NGS
 CX0013
 CX0013                          STATION DESCRIPTION
 CX0013
 CX0013'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CX0013'17.1 MI NE FROM WHITE SANDS MISSILE RANGE.
 CX0013'4.1 MILES NORTH ALONG THE MAIN ACCESS ROAD FROM WHITE SANDS MISSILE
 CX0013'RANGE HEADQUARTERS.  THENCE 12.7 MILES NORTHEAST ALONG U. S. HIGHWAY
 CX0013'70.  IT IS APPROXIMATELY 80 FEET SOUTHEAST OF THE CENTERLINE OF U. S.
 CX0013'HIGHWAY 70, 11 FEET NORTHWEST OF A METAL WITNESS SIGN AT A FENCE, SET
 CX0013'IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 3
 CX0013'INCHES AND IS ABOUT 2 FEET HIGHER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0014 ***********************************************************************
 CX0014  DESIGNATION -  ADD RM 1
 CX0014  PID         -  CX0014
 CX0014  STATE/COUNTY-  NM/OTERO
 CX0014  USGS QUAD   -  LAKE LUCERO SE (1982)
 CX0014
 CX0014                         *CURRENT SURVEY CONTROL
 CX0014  ___________________________________________________________________
 CX0014* NAD 83(1986)-  32 34 41.     (N)    106 19 40.     (W)     SCALED    
 CX0014* NAVD 88     -      1217.909  (meters)    3995.76   (feet)  ADJUSTED  
 CX0014  ___________________________________________________________________
 CX0014  GEOID HEIGHT-         -23.48  (meters)                     GEOID03
 CX0014  DYNAMIC HT  -        1216.112 (meters)    3989.86  (feet)  COMP
 CX0014  MODELED GRAV-     979,121.3   (mgal)                       NAVD 88
 CX0014
 CX0014  VERT ORDER  -  FIRST     CLASS II
 CX0014
 CX0014.The horizontal coordinates were scaled from a topographic map and have
 CX0014.an estimated accuracy of +/- 6 seconds.
 CX0014
 CX0014.The orthometric height was determined by differential leveling
 CX0014.and adjusted by the National Geodetic Survey in June 1991..
 CX0014
 CX0014.The geoid height was determined by GEOID03.
 CX0014
 CX0014.The dynamic height is computed by dividing the NAVD 88
 CX0014.geopotential number by the normal gravity value computed on the
 CX0014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0014.degrees latitude (g = 980.6199 gals.).
 CX0014
 CX0014.The modeled gravity was interpolated from observed gravity values.
 CX0014
 CX0014;                    North         East    Units  Estimated Accuracy
 CX0014;SPC NM C     -   174,970.      492,700.      MT  (+/- 180 meters Scaled)
 CX0014
 CX0014                          SUPERSEDED SURVEY CONTROL
 CX0014
 CX0014  NGVD 29 (??/??/92) 1217.323  (m)         3993.83   (f) ADJ UNCH    1 2
 CX0014
 CX0014.Superseded values are not recommended for survey control.
 CX0014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0014.See file dsdata.txt to determine how the superseded data were derived.
 CX0014
 CX0014_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS753052(NAD 83)
 CX0014_MARKER: DR = REFERENCE MARK DISK
 CX0014_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CX0014_SP_SET: MONUMENT
 CX0014_STAMPING: ADD (WSPG) NO 1 1964
 CX0014_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX0014
 CX0014  HISTORY     - Date     Condition        Report By
 CX0014  HISTORY     - 1964     MONUMENTED       WSMR
 CX0014  HISTORY     - 1968     GOOD             NGS
 CX0014
 CX0014                          STATION DESCRIPTION
 CX0014
 CX0014'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CX0014'17.1 MI NE FROM WHITE SANDS MISSILE RANGE.
 CX0014'4.1 MILES NORTH ALONG MAIN ACCESS ROAD FROM WHITE SANDS MISSILE RANGE
 CX0014'HEADQUARTERS.  THENCE 12.7 MILES NORTHEAST ALONG U. S. HIGHWAY 70. IT
 CX0014'IS APPROXIMATELY 104 FEET SOUTHEAST OF THE CENTERLINE OF U. S. HIGHWAY
 CX0014'70, 30 FEET EAST OF A METAL WITNESS SIGN, 13 FEET SOUTHEAST OF A
 CX0014'FENCE, SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT
 CX0014'PROJECTS 4 INCHES AND IS ABOUT 3 FEET HIGHER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0012 ***********************************************************************
 CX0012  DESIGNATION -  ADD RM 2
 CX0012  PID         -  CX0012
 CX0012  STATE/COUNTY-  NM/OTERO
 CX0012  USGS QUAD   -  LAKE LUCERO SE (1982)
 CX0012
 CX0012                         *CURRENT SURVEY CONTROL
 CX0012  ___________________________________________________________________
 CX0012* NAD 83(1986)-  32 34 40.     (N)    106 19 40.     (W)     SCALED    
 CX0012* NAVD 88     -      1217.441  (meters)    3994.22   (feet)  ADJUSTED  
 CX0012  ___________________________________________________________________
 CX0012  GEOID HEIGHT-         -23.48  (meters)                     GEOID03
 CX0012  DYNAMIC HT  -        1215.644 (meters)    3988.33  (feet)  COMP
 CX0012  MODELED GRAV-     979,121.2   (mgal)                       NAVD 88
 CX0012
 CX0012  VERT ORDER  -  FIRST     CLASS II
 CX0012
 CX0012.The horizontal coordinates were scaled from a topographic map and have
 CX0012.an estimated accuracy of +/- 6 seconds.
 CX0012
 CX0012.The orthometric height was determined by differential leveling
 CX0012.and adjusted by the National Geodetic Survey in June 1991..
 CX0012
 CX0012.The geoid height was determined by GEOID03.
 CX0012
 CX0012.The dynamic height is computed by dividing the NAVD 88
 CX0012.geopotential number by the normal gravity value computed on the
 CX0012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0012.degrees latitude (g = 980.6199 gals.).
 CX0012
 CX0012.The modeled gravity was interpolated from observed gravity values.
 CX0012
 CX0012;                    North         East    Units  Estimated Accuracy
 CX0012;SPC NM C     -   174,930.      492,700.      MT  (+/- 180 meters Scaled)
 CX0012
 CX0012                          SUPERSEDED SURVEY CONTROL
 CX0012
 CX0012  NGVD 29 (??/??/92) 1216.855  (m)         3992.30   (f) ADJ UNCH    1 2
 CX0012
 CX0012.Superseded values are not recommended for survey control.
 CX0012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0012.See file dsdata.txt to determine how the superseded data were derived.
 CX0012
 CX0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS753052(NAD 83)
 CX0012_MARKER: DR = REFERENCE MARK DISK
 CX0012_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CX0012_SP_SET: MONUMENT
 CX0012_STAMPING: ADD WSPG NO 2 1964
 CX0012_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX0012
 CX0012  HISTORY     - Date     Condition        Report By
 CX0012  HISTORY     - 1964     MONUMENTED       WSMR
 CX0012  HISTORY     - 1968     GOOD             NGS
 CX0012
 CX0012                          STATION DESCRIPTION
 CX0012
 CX0012'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CX0012'17.1 MI NE FROM WHITE SANDS MISSILE RANGE.
 CX0012'4.1 MILES NORTH ALONG MAIN ACCESS ROAD FROM WHITE SANDS MISSILE RANGE
 CX0012'HEADQUARTERS.  THENCE 12.7 MILES NORTHEAST ON U. S. HIGHWAY 70.  IT IS
 CX0012'APPROXIMATELY 91 FEET SOUTHEAST OF THE CENTERLINE OF U. S. HIGHWAY 70,
 CX0012'30 FEET SOUTHWEST OF A METAL WITNESS SIGN, 1.5 FEET EAST OF A FENCE
 CX0012'POST, 1 FOOT SOUTHEAST OF A FENCE, SET IN THE TOP OF AN 11-INCH SQUARE
 CX0012'CONCRETE MONUMENT THAT PROJECTS 3 INCHES ABOVE THE GROUND AND IS ABOUT
 CX0012'2 FEET ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1824 ***********************************************************************
 CX1824  DESIGNATION -  ADEN
 CX1824  PID         -  CX1824
 CX1824  STATE/COUNTY-  NM/DONA ANA
 CX1824  USGS QUAD   -  MOUNT ADEN SW (1985)
 CX1824
 CX1824                         *CURRENT SURVEY CONTROL
 CX1824  ___________________________________________________________________
 CX1824* NAD 83(1992)-  32 04 08.23821(N)    107 10 56.02477(W)     ADJUSTED  
 CX1824* NAVD 88     -      1625.0    (meters)    5331.     (feet)  VERTCON   
 CX1824  ___________________________________________________________________
 CX1824  LAPLACE CORR-           1.79  (seconds)                    DEFLEC99
 CX1824  GEOID HEIGHT-         -24.16  (meters)                     GEOID03
 CX1824
 CX1824  HORZ ORDER  -  FIRST
 CX1824
 CX1824.The horizontal coordinates were established by classical geodetic methods
 CX1824.and adjusted by the National Geodetic Survey in December 1993..
 CX1824
 CX1824.The NAVD 88 height was computed by applying the VERTCON shift value to
 CX1824.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CX1824
 CX1824.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1824
 CX1824.The geoid height was determined by GEOID03.
 CX1824
 CX1824;                    North         East     Units Scale Factor Converg.
 CX1824;SPC NM C     -   118,892.697   411,983.828   MT  0.99999551   -0 29 42.0
 CX1824;SPC NM C     -   390,067.12  1,351,650.28   sFT  0.99999551   -0 29 42.0
 CX1824;SPC NM W     -   118,699.941   891,474.253   MT  0.99996326   +0 20 44.5
 CX1824;SPC NM W     -   389,434.72  2,924,778.45   sFT  0.99996326   +0 20 44.5
 CX1824;UTM  13      - 3,550,162.268   294,009.318   MT  1.00012332   -1 09 32.5
 CX1824
 CX1824!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1824!SPC NM C     -   0.99974870  x   0.99999551  =   0.99974421
 CX1824!SPC NM W     -   0.99974870  x   0.99996326  =   0.99971197
 CX1824!UTM  13      -   0.99974870  x   1.00012332  =   0.99987199
 CX1824
 CX1824:                Primary Azimuth Mark                     Grid Az
 CX1824:SPC NM C     -  JOHNSON RANCH TANK                       067 47 21.7
 CX1824:SPC NM W     -  JOHNSON RANCH TANK                       066 56 55.2
 CX1824:UTM  13      -  JOHNSON RANCH TANK                       068 27 12.2
 CX1824
 CX1824|---------------------------------------------------------------------|
 CX1824| PID    Reference Object                     Distance      Geod. Az  |
 CX1824|                                                           dddmmss.s |
 CX1824| CX1820 JOHNSON RANCH TANK                  APPROX. 9.6 KM 0671739.7 |
 CX1824| CC5927 ADEN AZ MK                                         1565556.5 |
 CX1824| CC5929 ADEN RM 2                             7.360 METERS 16326     |
 CX1824| CC5928 ADEN RM 1                            21.168 METERS 29317     |
 CX1824| CX1853 AKELA RAILROAD BLACK TANK           APPROX.27.9 KM 3140910.1 |
 CX1824|---------------------------------------------------------------------|
 CX1824
 CX1824                          SUPERSEDED SURVEY CONTROL
 CX1824
 CX1824  NAD 83(1986)-  32 04 08.24141(N)    107 10 56.02303(W) AD(       ) 1
 CX1824  NAD 27      -  32 04 07.89834(N)    107 10 53.97360(W) AD(       ) 1
 CX1824  NGVD 29 (07/19/86) 1624.4    (m)         5329.     (f) VERT ANG       
 CX1824
 CX1824.Superseded values are not recommended for survey control.
 CX1824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1824.See file dsdata.txt to determine how the superseded data were derived.
 CX1824
 CX1824_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBR9400950162(NAD 83)
 CX1824_MARKER: DD = SURVEY DISK
 CX1824_SETTING: 66 = SET IN ROCK OUTCROP
 CX1824_SP_SET: PARTIALLY EXPOSED BEDROCK
 CX1824
 CX1824  HISTORY     - Date     Condition        Report By
 CX1824  HISTORY     - 1934     MONUMENTED       CGS
 CX1824  HISTORY     - 1940     GOOD             USGS
 CX1824  HISTORY     - 1945     GOOD             CGS
 CX1824
 CX1824                          STATION DESCRIPTION
 CX1824
 CX1824'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (LCJ)
 CX1824'THE STATION IS ABOUT 29 MILES SW OF LAS CRUCES, 7 MILES S.
 CX1824'30 DEG W., OF ADEN RAILROAD STATION IN THE NW CORNER OF T.
 CX1824'26 S., R. 3 W., AND ON THE HIGHEST POINT OF A ROUNDED AND
 CX1824'RATHER POINTED HILL WHICH IS THE HIGHEST IN THE VICINITY.
 CX1824'A FENCE LINE RUNS OVER THE E SIDE OF THE TOP OF THE HILL.
 CX1824'
 CX1824'TO REACH FROM THE JOHNSON RANCH, WHICH IS 4-1/2 MILES BY
 CX1824'ROAD FROM ADEN, PASS THROUGH CORRALS, TAKE RIGHT FORK ON DIM
 CX1824'ROAD AND GO 1.9 MILES TO A CREEK WASH ON THE LEFT.  AT THIS
 CX1824'POINT THE STATION IS STRAIGHT AHEAD ON A LINE PARALLEL WITH THE
 CX1824'WASH.  FOLLOW THE ROAD 0.2 MILE TO A POINT WHERE IT CROSSES
 CX1824'WASH, LEAVE THE ROAD BEFORE IT CROSSES WASH AND PICK WAY ABOUT
 CX1824'2.0 MILES TOWARDS THE STATION TO THE END OF TRUCK TRAVEL,
 CX1824'CONTINUE UP A DRAW AND OVER MALPAIS FLATS ABOUT 2.0 MILES TO
 CX1824'THE FOOT OF THE HILL ON WHICH THE STATION IS LOCATED.
 CX1824'
 CX1824'THE STATION AND REFERENCE MARKS ARE BRONZE DISKS SET IN BEDROCK.
 CX1824'
 CX1824'REFERENCE MARK 1 IS 21.208 METERS (69.58 FEET) FROM THE
 CX1824'STATION, AND REFERENCE MARK 2 IS
 CX1824'7.378 METERS (24.21 FEET) FROM THE STATION.
 CX1824
 CX1824                          STATION RECOVERY (1940)
 CX1824
 CX1824'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1940 (TTR)
 CX1824'STATION MARK--STANDARD USC AND GS DISK SET IN BEDROCK.
 CX1824
 CX1824                          STATION RECOVERY (1945)
 CX1824
 CX1824'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (RAM)
 CX1824'THE STATION IS ON THE HIGHEST PART OF A HIGH HILL, THE HIGHEST
 CX1824'IN THE VICINITY, LOCATED BY APPROXIMATE AIRLINE DISTANCES,
 CX1824'29 MILES SW OF LAS CRUCES, 6 MILES SW OF THE RAILROAD MAINTENANCE
 CX1824'STATION OF ADEN, AND 7 MILES WSW OF THE JOHNSON RANCH.
 CX1824'
 CX1824'TO REACH THE STATION FROM THE POST OFFICE AT CAMBRAY, WHICH IS
 CX1824'33 MILES W OF LAS CRUCES ON U.S. HIGHWAY 80, GO E ON HIGHWAY
 CX1824'80 FOR 9.5 MILES TO A DIRT ROAD RIGHT 0.9 MILE AFTER PASSING
 CX1824'A CATTLE GUARD.  TURN S ON THE GRADED DIRT ROAD, OFF THE
 CX1824'HIGHWAY, FOR 4.1 MILES TO THE RAILROAD TRACKS.  TURN LEFT
 CX1824'ALONG TRACKS ON GRAVEL ROAD FOR 0.3 MILE, THENCE RIGHT FORK
 CX1824'FOR 2.6 MILES TO A CATTLE GUARD THROUGH A FENCE AROUND THE
 CX1824'BUILDINGS AT ADEN.  CONTINUE 0.4 MILE PASSING BUILDINGS, TO A
 CX1824'RIGHT FORK THROUGH A GATE AND ACROSS THE TRACKS E OF THE
 CX1824'ADEN DEPOT.  CROSS TRACKS, 0.1 MILE, GO THROUGH GATE ON S
 CX1824'SIDE OF TRACKS, THENCE TURN LEFT ON A BLADED ROAD FOR 1.2
 CX1824'MILES.  HERE KEEP RIGHT FORK AND CONTINUE FOR 3.0 MILES TO
 CX1824'THE JOHNSON RANCH.  PASS THROUGH THE CORRALS 0.1 MILE, TAKE
 CX1824'THE RIGHT FORK FOR 1.0 MILE, THENCE RIGHT FORK AGAIN FOR
 CX1824'0.3 MILE.  HERE TAKE A DIM LEFT FORK, PASSING TO THE
 CX1824'LEFT OF A DIRT TANK, THENCE CONTINUE WSW FOR ABOUT 6
 CX1824'MILES ALONG DIM TRACKS OR ACROSS COUNTRY TOWARDS THE
 CX1824'STATION.  BY CIRCLING SLIGHTLY TO THE E OF THE HILL,
 CX1824'THENCE UP THE RIDGE AND SLOPE WHICH RUNS S FROM THE HIGHEST
 CX1824'POINT, A TRUCK CAN BE DRIVEN TO WITHIN A 1/4-HOUR PACK OF
 CX1824'THE STATION.
 CX1824'
 CX1824'THE STATION, WHICH IS A BRONZE STATION DISK, STAMPED ADEN
 CX1824'1934, SET IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH PROJECTS
 CX1824'ABOUT 8 INCHES ABOVE THE GROUND, IS LOCATED ON THE HIGHEST
 CX1824'PART OF A VOLCANIC, ROCK-STREWN HILL, AND ABOUT 27 PACES WSW
 CX1824'OF A FENCE LINE WHICH RUNS ACROSS THE E SIDE OF THE TOP OF THE
 CX1824'HILL.
 CX1824'
 CX1824'REFERENCE MARK 1, WHICH IS A BRONZE REFERENCE DISK STAMPED
 CX1824'ADEN NO 1 1934, IS SET IN A DRILL HOLE IN OUTCROPPING BEDROCK
 CX1824'WHICH PROJECTS ABOUT 7 INCHES ABOVE THE GROUND, AND IS LOCATED
 CX1824'WNW OF THE STATION AND ABOUT 2-1/2 FEET LOWER.
 CX1824'
 CX1824'REFERENCE MARK 2, WHICH IS A BRONZE REFERENCE DISK STAMPED
 CX1824'ADEN NO 2 1934, IS SET IN A DRILL HOLE IN OUTCROPPING BEDROCK
 CX1824'WHICH PROJECTS ABOUT 2 FEET ABOVE THE GROUND, AND IS LOCATED
 CX1824'SSE OF THE STATION AND ABOUT 1-1/2 FEET LOWER.
 CX1824'
 CX1824'AZIMUTH MARK, WHICH IS A BRONZE AZIMUTH DISK STAMPED ADEN
 CX1824'1945, IS SET IN A DRILL HOLE IN BEDROCK, AND IS LOCATED
 CX1824'SSE OF THE STATION ON THE MOST S ROCK OUTCROP ON THE RIDGE
 CX1824'WHICH RUNS S FROM THE STATION.  IT IS 4.2 FEET N OF A 4- BY
 CX1824'4-INCH WHITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1829 ***********************************************************************
 CX1829  DESIGNATION -  ADEN CONE TARGET
 CX1829  PID         -  CX1829
 CX1829  STATE/COUNTY-  NM/DONA ANA
 CX1829  USGS QUAD   -  MOUNT ADEN (1985)
 CX1829
 CX1829                         *CURRENT SURVEY CONTROL
 CX1829  ___________________________________________________________________
 CX1829* NAD 83(1992)-  32 08 29.70467(N)    107 07 38.42515(W)     ADJUSTED  
 CX1829* NAVD 88     -      1435.9    (meters)    4711.     (feet)  VERTCON   
 CX1829  ___________________________________________________________________
 CX1829  LAPLACE CORR-           0.74  (seconds)                    DEFLEC99
 CX1829  GEOID HEIGHT-         -24.12  (meters)                     GEOID03
 CX1829
 CX1829  HORZ ORDER  -  THIRD
 CX1829
 CX1829.The horizontal coordinates were established by classical geodetic methods
 CX1829.and adjusted by the National Geodetic Survey in December 1993..
 CX1829
 CX1829.The NAVD 88 height was computed by applying the VERTCON shift value to
 CX1829.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CX1829
 CX1829.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1829
 CX1829.The geoid height was determined by GEOID03.
 CX1829
 CX1829;                    North         East     Units Scale Factor Converg.
 CX1829;SPC NM C     -   126,902.645   417,231.867   MT  0.99998446   -0 28 00.4
 CX1829;SPC NM C     -   416,346.43  1,368,868.22   sFT  0.99998446   -0 28 00.4
 CX1829;UTM  13      - 3,558,111.748   299,350.570   MT  1.00009652   -1 07 55.7
 CX1829
 CX1829!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1829!SPC NM C     -   0.99977837  x   0.99998446  =   0.99976284
 CX1829!UTM  13      -   0.99977837  x   1.00009652  =   0.99987487
 CX1829
 CX1829:                Primary Azimuth Mark                     Grid Az
 CX1829:SPC NM C     -  ADEN                                     213 13 58.4
 CX1829:UTM  13      -  ADEN                                     213 53 53.7
 CX1829
 CX1829|---------------------------------------------------------------------|
 CX1829| PID    Reference Object                     Distance      Geod. Az  |
 CX1829|                                                           dddmmss.s |
 CX1829| CX1824 ADEN                                APPROX. 9.6 KM 2124558.0 |
 CX1829|---------------------------------------------------------------------|
 CX1829
 CX1829                          SUPERSEDED SURVEY CONTROL
 CX1829
 CX1829  NAD 83(1986)-  32 08 29.70860(N)    107 07 38.42394(W) AD(       ) 3
 CX1829  NAD 27      -  32 08 29.37160(N)    107 07 36.38311(W) AD(       ) 3
 CX1829  NGVD 29 (07/19/86) 1435.3    (m)         4709.     (f) VERT ANG       
 CX1829
 CX1829.Superseded values are not recommended for survey control.
 CX1829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1829.See file dsdata.txt to determine how the superseded data were derived.
 CX1829
 CX1829_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBR9935158112(NAD 83)
 CX1829_MARKER: DB = BENCH MARK DISK
 CX1829_SETTING: 66 = SET IN ROCK OUTCROP
 CX1829_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 CX1829_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CX1829+STABILITY: POSITION/ELEVATION WELL
 CX1829_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CX1829+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2006
 CX1829
 CX1829  HISTORY     - Date     Condition        Report By
 CX1829  HISTORY     - 1945     MONUMENTED       USGS
 CX1829  HISTORY     - 1945     GOOD             NGS
 CX1829  HISTORY     - 20060415 GOOD             INDIV
 CX1829
 CX1829                          STATION DESCRIPTION
 CX1829
 CX1829'DESCRIBED BY US GEOLOGICAL SURVEY 1945 (RAM)
 CX1829'STATION IS LOCATED ABOUT 14 MILES, AIRLINE, ESE OF CAMBRAY
 CX1829'AND 1/2 MILE S OF ADEN, A SECTION QUARTERS ON THE SOUTHERN PACIFIC
 CX1829'CO. RAILROAD.
 CX1829'
 CX1829'A QUADRUPOD, 10-3/4 FEET HIGH, IS SET OVER THE STATION MARK.
 CX1829'A POLE PROJECTS ABOUT 10 FEET ABOVE THE TOP OF THE QUADRUPOD.
 CX1829'THE STATION IS MARKED BY A U.S.G.S. BENCH MARK AND TRIANGULATION
 CX1829'STATION DISK, STAMPED R 1940 ADEN CONE, AND APPARENTLY SET IN
 CX1829'A DRILL HOLE IN BEDROCK.  IT PROJECTS 2 INCHES.
 CX1829'
 CX1829'REFERENCE MARK 1 IS SE OF THE STATION AND ABOUT 2 FEET LOWER.
 CX1829'IT IS 15-3/4 FEET FROM THE STATION.  IT IS MARKED BY A U.S.
 CX1829'GEOLOGICAL SURVEY BRONZE REFERENCE DISK, STAMPED NO 1 AND
 CX1829'APPARENTLY SET IN A DRILL HOLE IN BEDROCK.  IT PROJECTS 1/2
 CX1829'FOOT.
 CX1829'
 CX1829'REFERENCE MARK 2 IS SSW OF THE STATION AND ABOUT 1-1/4 FEET
 CX1829'LOWER.  IT IS 27-1/3 FEET FROM THE STATION.  IT IS MARKED BY
 CX1829'A U.S. GEOLOGICAL SURVEY BRONZE REFERENCE DISK, STAMPED NO 2
 CX1829'AND APPARENTLY SET IN A DRILL HOLE IN BEDROCK.  IT IS FLUSH
 CX1829'WITH THE GROUND.
 CX1829
 CX1829                          STATION RECOVERY (1945)
 CX1829
 CX1829'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1945
 CX1829'STATION IS LOCATED IN SE. 1/4 OF SEC. 10, T 25 S, R 3 W, ABOUT 300
 CX1829'FT. NW. OF SEC. COR. OF SECS. 10, 11, 14 AND 15.  ON AN ISOLATED
 CX1829'CONE PEAK ABOUT 0.6 MI. S. OF ADEN, NEW MEXICO, A STATION ON THE
 CX1829'SOUTHERN PACIFIC RAILROAD.
 CX1829'
 CX1829'STATION MARK--STANDARD BRONZE TABLET CEMENTED IN ROCK IN PLACE,
 CX1829'STAMPED ---ADEN CONE R 1940---.
 CX1829
 CX1829                          STATION RECOVERY (2006)
 CX1829
 CX1829'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (LCR)
 CX1829'STATION AND BOTH REFERENCE MARKS ARE IN GOOD ORDER AND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1817 ***********************************************************************
 CX1817  DESIGNATION -  ADEN KELP MW MAST
 CX1817  PID         -  CX1817
 CX1817  STATE/COUNTY-  NM/DONA ANA
 CX1817  USGS QUAD   -  ADEN HILLS (1985)
 CX1817
 CX1817                         *CURRENT SURVEY CONTROL
 CX1817  ___________________________________________________________________
 CX1817* NAD 83(1992)-  32 11 14.75099(N)    107 05 35.51820(W)     ADJUSTED  
 CX1817* NAVD 88     -                                                        
 CX1817  ___________________________________________________________________
 CX1817  LAPLACE CORR-           0.39  (seconds)                    DEFLEC99
 CX1817  GEOID HEIGHT-         -24.09  (meters)                     GEOID03
 CX1817
 CX1817  HORZ ORDER  -  THIRD
 CX1817
 CX1817.The horizontal coordinates were established by classical geodetic methods
 CX1817.and adjusted by the National Geodetic Survey in December 1993..
 CX1817
 CX1817
 CX1817.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1817
 CX1817.The geoid height was determined by GEOID03.
 CX1817
 CX1817;                    North         East     Units Scale Factor Converg.
 CX1817;SPC NM C     -   131,960.518   420,492.640   MT  0.99997793   -0 26 57.1
 CX1817;SPC NM C     -   432,940.47  1,379,566.27   sFT  0.99997793   -0 26 57.1
 CX1817;UTM  13      - 3,563,131.927   302,670.250   MT  1.00008022   -1 06 55.4
 CX1817
 CX1817                          SUPERSEDED SURVEY CONTROL
 CX1817
 CX1817  NAD 83(1986)-  32 11 14.75513(N)    107 05 35.51673(W) AD(       ) 4
 CX1817  NAD 27      -  32 11 14.41827(N)    107 05 33.47506(W) AD(       ) 3
 CX1817
 CX1817.Superseded values are not recommended for survey control.
 CX1817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1817.See file dsdata.txt to determine how the superseded data were derived.
 CX1817
 CX1817_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR0267063132(NAD 83)
 CX1817_MARKER: 44 = MICROWAVE MAST
 CX1817
 CX1817  HISTORY     - Date     Condition        Report By
 CX1817  HISTORY     - 1969     FIRST OBSERVED   CGS
 CX1817
 CX1817                          STATION DESCRIPTION
 CX1817
 CX1817'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LGB)
 CX1817'THE STATION IS THE TOP CENTER OF THE ADEN, TV STATION KELP MICROWAVE
 CX1817'MAST, LOCATED ABOUT 4 MILES SOUTH OF INTERSTATE 10 AND 3-1/2 MILES
 CX1817'NORTHEAST OF ADEN SIDING.  IT IS TRIANGULAR IN CROSS-SECTION
 CX1817'AND SILVER IN COLOR WITH 4 DISH SHAPED ANTENNA LOCATED NEAR
 CX1817'THE TOP OF THE MAST.  THE MAST IS 80 FEET IN HEIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0492 ***********************************************************************
 FN0492  DESIGNATION -  ADERO
 FN0492  PID         -  FN0492
 FN0492  STATE/COUNTY-  NM/SAN MIGUEL
 FN0492  USGS QUAD   -  LA SILLA (1972)
 FN0492
 FN0492                         *CURRENT SURVEY CONTROL
 FN0492  ___________________________________________________________________
 FN0492* NAD 83(1992)-  35 21 38.66960(N)    104 27 37.70272(W)     ADJUSTED  
 FN0492* NAVD 88     -      1406.7    (meters)    4615.     (feet)  VERTCON   
 FN0492  ___________________________________________________________________
 FN0492  LAPLACE CORR-          -3.88  (seconds)                    DEFLEC99
 FN0492  GEOID HEIGHT-         -21.68  (meters)                     GEOID03
 FN0492
 FN0492  HORZ ORDER  -  SECOND
 FN0492
 FN0492.The horizontal coordinates were established by classical geodetic methods
 FN0492.and adjusted by the National Geodetic Survey in December 1993..
 FN0492
 FN0492.The NAVD 88 height was computed by applying the VERTCON shift value to
 FN0492.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FN0492
 FN0492.The Laplace correction was computed from DEFLEC99 derived deflections.
 FN0492
 FN0492.The geoid height was determined by GEOID03.
 FN0492
 FN0492;                    North         East     Units Scale Factor Converg.
 FN0492;SPC NM E     -   483,604.098   153,445.869   MT  0.99991074   -0 04 24.9
 FN0492;SPC NM E     - 1,586,624.44    503,430.32   sFT  0.99991074   -0 04 24.9
 FN0492;UTM  13      - 3,913,182.684   549,015.928   MT  0.99962961   +0 18 44.1
 FN0492
 FN0492!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FN0492!SPC NM E     -   0.99978266  x   0.99991074  =   0.99969342
 FN0492!UTM  13      -   0.99978266  x   0.99962961  =   0.99941235
 FN0492
 FN0492|---------------------------------------------------------------------|
 FN0492| PID    Reference Object                     Distance      Geod. Az  |
 FN0492|                                                           dddmmss.s |
 FN0492| CJ5586 ADERO RM 1                           11.788 METERS 09727     |
 FN0492| FN0472 MESA RICA FAA MICROWAVE MAST        APPROX.27.0 KM 1202105.6 |
 FN0492| CJ5585 ADERO AZ MK                                        1754557.0 |
 FN0492| CJ5587 ADERO RM 2                            9.920 METERS 18004     |
 FN0492| FN0496 LOS ANGELES AMARILLO AY BN 81A      APPROX.26.1 KM 1883803.2 |
 FN0492|---------------------------------------------------------------------|
 FN0492
 FN0492                          SUPERSEDED SURVEY CONTROL
 FN0492
 FN0492  NAD 83(1986)-  35 21 38.67742(N)    104 27 37.69887(W) AD(       ) 2
 FN0492  NAD 27      -  35 21 38.50020(N)    104 27 35.75840(W) AD(       ) 2
 FN0492  NGVD 29 (07/19/86) 1406.0    (m)         4613.     (f) VERT ANG       
 FN0492
 FN0492.Superseded values are not recommended for survey control.
 FN0492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0492.See file dsdata.txt to determine how the superseded data were derived.
 FN0492
 FN0492_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEV4901613183(NAD 83)
 FN0492_MARKER: DS = TRIANGULATION STATION DISK
 FN0492_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FN0492
 FN0492  HISTORY     - Date     Condition        Report By
 FN0492  HISTORY     - 1960     MONUMENTED       CGS
 FN0492  HISTORY     - 1963     GOOD             CGS
 FN0492
 FN0492                          STATION DESCRIPTION
 FN0492
 FN0492'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (HWK)
 FN0492'THE STATION IS APPROXIMATELY 16 MILES WEST OF CONCHAS DAM,
 FN0492'2 MILES SOUTH OF THE VILLAGE OF VARIADERO, ALONG THE EAST
 FN0492'SIDE OF STATE HIGHWAY 104, ON HIGHWAY RIGHT-OF-WAY PROPERTY.
 FN0492'
 FN0492'TO REACH THE STATION FROM A CROSSROAD IN VARIADERO, APPROXIMATELY
 FN0492'16 MILES (AIRLINE) WEST OF CONCHAS DAM, GO SOUTH ON STATE
 FN0492'HIGHWAY 104 FOR 1.8 MILES TO THE STATION ON THE LEFT 0.2 MILE
 FN0492'BEFORE REACHING A CATTLE GUARD.
 FN0492'
 FN0492'STATION MARKS ARE STANDARD DISKS STAMPED ADERO 1960, THE
 FN0492'SURFACE DISK IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS
 FN0492'1 INCH.  IT IS 158 FEET SOUTHWEST OF A FENCE, 98 FEET NORTHEAST
 FN0492'OF THE CENTER OF HIGHWAY 104, 10.5 FEET NORTH OF A RIGHT-OF-WAY
 FN0492'MARKER AND 5 FEET SOUTH OF A METAL WITNESS POST.  THE UNDERGROUND
 FN0492'DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 32 INCHES BELOW
 FN0492'THE SURFACE OF THE GROUND.
 FN0492'
 FN0492'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED ADERO NO 1 1960,
 FN0492'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 1 INCH.
 FN0492'IT IS 135 FEET EAST OF THE CENTER OF HIGHWAY 104, 118 FEET
 FN0492'WEST OF THE FENCE AND 36 FEET EAST OF THE HIGHWAY RIGHT-OF-WAY
 FN0492'MARKER.
 FN0492'
 FN0492'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED ADERO NO 2 1960,
 FN0492'IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF
 FN0492'THE GROUND.  IT IS 94 FEET EAST OF THE CENTER OF HIGHWAY
 FN0492'104 AND 22 FEET SOUTH OF THE HIGHWAY RIGHT-OF-WAY MARKER.
 FN0492'
 FN0492'AZIMUTH MARK IS A STANDARD DISK STAMPED ADERO 1960, SET IN
 FN0492'A SQUARE CONCRETE POST WHICH PROJECTS 5 INCHES.  IT IS 98 FEET
 FN0492'WEST OF THE CENTER OF HIGHWAY 104, 77 FEET SOUTH OF THE CENTER
 FN0492'OF A DIRT ROAD, 2.5 FEET EAST OF A FENCE AND 2 FEET NORTH OF
 FN0492'A WITNESS POST.
 FN0492'
 FN0492'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON
 FN0492'HIGHWAY 104, 0.45 MILE TO A DIRT ROAD ON THE RIGHT AND THE
 FN0492'AZIMUTH MARK.
 FN0492
 FN0492                          STATION RECOVERY (1963)
 FN0492
 FN0492'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CKP)
 FN0492'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 FN0492'FOUND IN GOOD CONDITION.
 FN0492'
 FN0492'THIS STATION WAS VISITED BY ASTRONOMIC PARTY C 621.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0689 ***********************************************************************
 GM0689  DESIGNATION -  ADOBE
 GM0689  PID         -  GM0689
 GM0689  STATE/COUNTY-  NM/MORA
 GM0689  USGS QUAD   -  CANON COLORADO (1972)
 GM0689
 GM0689                         *CURRENT SURVEY CONTROL
 GM0689  ___________________________________________________________________
 GM0689* NAD 83(1992)-  36 00 47.62065(N)    104 24 41.03937(W)     ADJUSTED  
 GM0689* NAVD 88     -      1851.6    (meters)    6075.     (feet)  VERTCON   
 GM0689  ___________________________________________________________________
 GM0689  LAPLACE CORR-          -2.41  (seconds)                    DEFLEC99
 GM0689  GEOID HEIGHT-         -19.36  (meters)                     GEOID03
 GM0689
 GM0689  HORZ ORDER  -  FIRST
 GM0689
 GM0689.The horizontal coordinates were established by classical geodetic methods
 GM0689.and adjusted by the National Geodetic Survey in December 1993..
 GM0689
 GM0689.The NAVD 88 height was computed by applying the VERTCON shift value to
 GM0689.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GM0689
 GM0689.The Laplace correction was computed from DEFLEC99 derived deflections.
 GM0689
 GM0689.The geoid height was determined by GEOID03.
 GM0689
 GM0689;                    North         East     Units Scale Factor Converg.
 GM0689;SPC NM E     -   555,988.380   157,963.052   MT  0.99990970   -0 02 45.2
 GM0689;SPC NM E     - 1,824,105.21    518,250.45   sFT  0.99990970   -0 02 45.2
 GM0689;UTM  13      - 3,985,575.821   553,040.564   MT  0.99963466   +0 20 45.9
 GM0689
 GM0689!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GM0689!SPC NM E     -   0.99971251  x   0.99990970  =   0.99962224
 GM0689!UTM  13      -   0.99971251  x   0.99963466  =   0.99934728
 GM0689
 GM0689|---------------------------------------------------------------------|
 GM0689| PID    Reference Object                     Distance      Geod. Az  |
 GM0689|                                                           dddmmss.s |
 GM0689| CM7345 ADOBE RM 2                            7.712 METERS 00101     |
 GM0689| CM7344 ADOBE RM 1                            4.405 METERS 25811     |
 GM0689| CM7343 ADOBE AZ MK                                        3393214.3 |
 GM0689|---------------------------------------------------------------------|
 GM0689
 GM0689                          SUPERSEDED SURVEY CONTROL
 GM0689
 GM0689  NAD 83(1986)-  36 00 47.62841(N)    104 24 41.03769(W) AD(       ) 1
 GM0689  NAD 27      -  36 00 47.50790(N)    104 24 39.09820(W) AD(       ) 1
 GM0689  NGVD 29 (07/19/86) 1850.8    (m)         6072.     (f) VERT ANG       
 GM0689
 GM0689.Superseded values are not recommended for survey control.
 GM0689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0689.See file dsdata.txt to determine how the superseded data were derived.
 GM0689
 GM0689_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEV5304185576(NAD 83)
 GM0689_MARKER: DS = TRIANGULATION STATION DISK
 GM0689_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GM0689
 GM0689  HISTORY     - Date     Condition        Report By
 GM0689  HISTORY     - 1960     MONUMENTED       CGS
 GM0689
 GM0689                          STATION DESCRIPTION
 GM0689
 GM0689'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (HWK)
 GM0689'THE STATION IS APPROXIMATELY 17-1/2 MILES EAST OF WAGON MOUND,
 GM0689'1-1/2 MILES WEST OF THE CANADIAN RIVER, AT AN ABANDONED ADOBE
 GM0689'HOUSE, IN SECTION 28, R 24 E, T 22 N, AND ON LAND OWNED BY
 GM0689'MR. J.J. VIJIL.
 GM0689'
 GM0689'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS 120
 GM0689'AND 39 IN ROY, GO WESTERLY TOWARD WAGON MOUND ON HIGHWAY 120 FOR
 GM0689'10 MILES TO THE CENTER OF THE BRIDGE OVER THE CANADIAN RIVER.
 GM0689'CONTINUE ON HIGHWAY 120 FOR 9 MILES TO A SIDE ROAD LEADING NORTH
 GM0689'AND ANOTHER SIDE ROAD LEADING EAST WHERE POWER LINE CROSSES
 GM0689'THE ROAD.  TURN RIGHT, NORTH, ON THE GRADED ROAD 3.1 MILES TO A
 GM0689'SIDE ROAD ON THE RIGHT APPROXMATELY 100 FEET BEFORE REACHING
 GM0689'A CATTLE GUARD.  TURN RIGHT, EASTERLY, FOR 0.4 MILE TO A WIRE
 GM0689'GATE.  PASS THROUGH THE WIRE GATE AND CONTINUE EASTERLY ON
 GM0689'THE GRADED ROAD FOR 1.9 MILES TO A FORK.  (AT THIS POINT AN
 GM0689'OLD ROAD CURVES RIGHT AND LEADS BACK INTO THE MAIN TRAVELED
 GM0689'ROAD AND ANOTHER ROAD LEADS TO THE SOUTH.) BEAR RIGHT FOR
 GM0689'100 FEET TO THE THREE ROAD FORKS.  CONTINUE STRAIGHT ON THE
 GM0689'CENTER ONE OF THE THREE ROADS AND CONTINUE EASTERLY AND
 GM0689'SOUTH FOR 1.5 MILES TO THE AZIMUTH MARK ON THE LEFT JUST AFTER
 GM0689'ROAD CURVES TO THE LEFT.  CONTINUE ON THE GRADED ROAD FOR
 GM0689'0.1 MILE TO A WIRE GATE.  PASS THROUGH THE GATE AND GO 0.15
 GM0689'MILE TO THE STATION AND AN ADOBE HOUSE ON THE RIGHT.
 GM0689'
 GM0689'STATION MARKS ARE STANDARD DISKS STAMPED ADOBE 1960.  THE
 GM0689'SURFACE DISK IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS
 GM0689'4 INCHES.  IT IS 14 FEET WEST OF THE CENTER OF THE TRACK ROAD,
 GM0689'12.5 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE OLD ADOBE HOUSE
 GM0689'AND 3.5 FEET SOUTHEAST OF A METAL WITNESS POST.  THE UNDERGROUND
 GM0689'DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 30 INCHES BELOW THE
 GM0689'SURFACE OF THE GROUND.
 GM0689'
 GM0689'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED ADOBE NO 1 1960,
 GM0689'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT
 GM0689'IS 11.5 FEET WEST OF A METAL WITNESS POST AND 9 FEET SOUTHWEST
 GM0689'OF THE SOUTHEAST CORNER OF THE ADOBE HOUSE.
 GM0689'
 GM0689'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED ADOBE NO 2 1960,
 GM0689'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 5 INCHES.  IT
 GM0689'IS 23 FEET NORTHEAST OF THE SOUTHEAST CORNER OF THE ADOBE HOUSE,
 GM0689'18 FEET SOUTHEAST OF THE NORTHEAST CORNER OF THE ADOBE HOUSE
 GM0689'AND 17 FEET WEST OF THE CENTER OF THE TRACK ROAD.
 GM0689'
 GM0689'AZIMUTH MARK, A STANDARD DISK STAMPED ADOBE 1960, IS SET IN A
 GM0689'SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS 22 FEET
 GM0689'NORTHEAST OF THE CENTER OF THE TRACK ROAD AND 1.7 FEET SOUTHEAST
 GM0689'OF A METAL WITNESS POST.
 GM0689'
 GM0689'NOTE--REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0706 ***********************************************************************
 CE0706  DESIGNATION -  AFTON
 CE0706  PID         -  CE0706
 CE0706  STATE/COUNTY-  NM/DONA ANA
 CE0706  USGS QUAD   -  KILBOURNE HOLE (1985)
 CE0706
 CE0706                         *CURRENT SURVEY CONTROL
 CE0706  ___________________________________________________________________
 CE0706* NAD 83(1992)-  31 59 54.42520(N)    106 58 14.20376(W)     ADJUSTED  
 CE0706* NAVD 88     -      1289.     (meters)    4229.     (feet)  SCALED    
 CE0706  ___________________________________________________________________
 CE0706  LAPLACE CORR-          -0.63  (seconds)                    DEFLEC99
 CE0706  GEOID HEIGHT-         -24.16  (meters)                     GEOID03
 CE0706
 CE0706  HORZ ORDER  -  FIRST
 CE0706
 CE0706.The horizontal coordinates were established by classical geodetic methods
 CE0706.and adjusted by the National Geodetic Survey in December 1993..
 CE0706
 CE0706.The orthometric height was scaled from a topographic map.
 CE0706
 CE0706.The Laplace correction was computed from DEFLEC99 derived deflections.
 CE0706
 CE0706.The geoid height was determined by GEOID03.
 CE0706
 CE0706;                    North         East     Units Scale Factor Converg.
 CE0706;SPC NM C     -   110,922.221   431,911.965   MT  0.99995716   -0 22 54.7
 CE0706;SPC NM C     -   363,917.32  1,417,031.17   sFT  0.99995716   -0 22 54.7
 CE0706;UTM  13      - 3,541,960.797   313,845.807   MT  1.00002738   -1 02 40.3
 CE0706
 CE0706!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CE0706!SPC NM C     -   0.99980150  x   0.99995716  =   0.99975867
 CE0706!UTM  13      -   0.99980150  x   1.00002738  =   0.99982888
 CE0706
 CE0706:                Primary Azimuth Mark                     Grid Az
 CE0706:SPC NM C     -  4435=CRATER                              051 46 07.2
 CE0706:UTM  13      -  4435=CRATER                              052 25 52.8
 CE0706
 CE0706|---------------------------------------------------------------------|
 CE0706| PID    Reference Object                     Distance      Geod. Az  |
 CE0706|                                                           dddmmss.s |
 CE0706| CX1706 4435=CRATER                         APPROX. 3.3 KM 0512312.5 |
 CE0706| CC5932 AFTON RM 1                           17.085 METERS 12200     |
 CE0706| CC5933 AFTON RM 2                           17.401 METERS 21632     |
 CE0706|---------------------------------------------------------------------|
 CE0706
 CE0706                          SUPERSEDED SURVEY CONTROL
 CE0706
 CE0706  NAD 83(1986)-  31 59 54.42949(N)    106 58 14.20200(W) AD(       ) 1
 CE0706  NAD 27      -  31 59 54.07393(N)    106 58 12.17525(W) AD(       ) 1
 CE0706
 CE0706.Superseded values are not recommended for survey control.
 CE0706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0706.See file dsdata.txt to determine how the superseded data were derived.
 CE0706
 CE0706_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR1384641961(NAD 83)
 CE0706_MARKER: DS = TRIANGULATION STATION DISK
 CE0706_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CE0706
 CE0706  HISTORY     - Date     Condition        Report By
 CE0706  HISTORY     - 1936     MONUMENTED       CGS
 CE0706  HISTORY     - 1958     GOOD             AMS
 CE0706  HISTORY     - 1986     GOOD             DMA
 CE0706
 CE0706                          STATION DESCRIPTION
 CE0706
 CE0706'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (WRP)
 CE0706'THE STATION IS 34 MILES NORTH OF EL PASO, TEX., 25 MILES
 CE0706'SOUTHWEST OF LAS CRUCES, ABOUT 5 MILES SOUTH-SOUTHWEST OF
 CE0706'AFTON, ON A SLIGHT SWELL IN THE FLAT, SAND-AND-LAVA COUNTRY
 CE0706'SOUTHWEST OF A PROMINENT EXTINCT VOLCANIC CONE, AND ABOUT 0.4
 CE0706'MILE NORTH OF TRACK ROAD WHICH RUNS IN A NORTHEAST AND SOUTHWEST
 CE0706'DIRECTION.  TO REACH FROM THE BRAID-FOOT RANCH WHICH IS ABOUT
 CE0706'4 MILES BY ROAD SOUTHEAST OF AFTON, GO THROUGH THE RANCH YARD,
 CE0706'PASS BY A WINDMILL, TURN RIGHT ON A TRAIL WEST ALONG A FENCE
 CE0706'LINE FOR 0.5 MILE, SWING LEFT AWAY FROM THE FENCE ON A TRACK
 CE0706'ROAD AND GO 0.6 MILE, TAKE RIGHT FORK AND GO 4.0 MILES,
 CE0706'LEAVE THE ROAD AND GO RIGHT (NORTH) ACROSS COUNTRY 0.4 MILE
 CE0706'TO THE HIGHEST POINT IN THE IMMEDIATE VICINITY AND THE
 CE0706'STATION.  THE STATION, UNDERGROUND, AND REFERENCE MARKS
 CE0706'ARE STANDARD DISKS SET.
 CE0706'REFERENCE MARK NO. 1 IS 17.085 METERS (56.05
 CE0706'FEET) FROM THE STATION S 58 DEG 00 MIN E, AND NO. 2
 CE0706'IS 17.401 METERS (57.09 FEET) FROM THE STATION
 CE0706'S 36 DEG 32 MIN W.  STATION CRATER (U.S.G.S.) MAY BE
 CE0706'USED AS AN AZIMUTH MARK.
 CE0706
 CE0706                          STATION RECOVERY (1958)
 CE0706
 CE0706'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1958
 CE0706'STATION RECOVERED AS DESCRIBED.  IT IS ON THE HIGHEST POINT OF
 CE0706'A HILL.  308 FEET ESE OF A SMALL BRUSH COVERED MOUND.  584
 CE0706'FEET NW OF A SMALL GROWTH OF BRUSH, AND IT IS 618 FEET NORTH
 CE0706'OF THE EDGE OF LIGHT COLORED GRASS GROWTH AND DARK COLORED EARTH.
 CE0706
 CE0706                          STATION RECOVERY (1986)
 CE0706
 CE0706'RECOVERY NOTE BY DEFENSE MAP AGENCY 1986 (CW)
 CE0706'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1707 ***********************************************************************
 CX1707  DESIGNATION -  AFTON RAILROAD WATER TANK
 CX1707  PID         -  CX1707
 CX1707  STATE/COUNTY-  NM/DONA ANA
 CX1707  USGS QUAD   -  AFTON (1978)
 CX1707
 CX1707                         *CURRENT SURVEY CONTROL
 CX1707  ___________________________________________________________________
 CX1707* NAD 83(1992)-  32 04 26.92261(N)    106 56 54.54928(W)     ADJUSTED  
 CX1707* NAVD 88     -                                                        
 CX1707  ___________________________________________________________________
 CX1707  LAPLACE CORR-          -0.33  (seconds)                    DEFLEC99
 CX1707  GEOID HEIGHT-         -24.18  (meters)                     GEOID03
 CX1707
 CX1707  HORZ ORDER  -  THIRD
 CX1707
 CX1707.The horizontal coordinates were established by classical geodetic methods
 CX1707.and adjusted by the National Geodetic Survey in December 1993..
 CX1707
 CX1707
 CX1707.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1707
 CX1707.The geoid height was determined by GEOID03.
 CX1707
 CX1707;                    North         East     Units Scale Factor Converg.
 CX1707;SPC NM C     -   119,301.420   434,056.918   MT  0.99995361   -0 22 15.3
 CX1707;SPC NM C     -   391,408.08  1,424,068.41   sFT  0.99995361   -0 22 15.3
 CX1707;UTM  13      - 3,550,315.160   316,087.775   MT  1.00001714   -1 02 05.9
 CX1707
 CX1707                          SUPERSEDED SURVEY CONTROL
 CX1707
 CX1707  NAD 83(1986)-  32 04 26.92707(N)    106 56 54.54728(W) AD(       ) 4
 CX1707  NAD 27      -  32 04 26.57988(N)    106 56 52.52183(W) AD(       ) 3
 CX1707
 CX1707.Superseded values are not recommended for survey control.
 CX1707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1707.See file dsdata.txt to determine how the superseded data were derived.
 CX1707
 CX1707_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR1608850315(NAD 83)
 CX1707_MARKER: 53 = ELEVATED TANK
 CX1707
 CX1707  HISTORY     - Date     Condition        Report By
 CX1707  HISTORY     - 1945     FIRST OBSERVED   CGS
 CX1707
 CX1707                          STATION DESCRIPTION
 CX1707
 CX1707'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (RAM)
 CX1707'THE TANK IS THE PROPERTY OF THE SOUTHERN PACIFIC CO. RAILROAD
 CX1707'AND IS USED TO SUPPLY WATER TO THE LOCOMOTIVES.  IT IS BLACK,
 CX1707'THE OVER-ALL HEIGHT IS 50 FEET, THE ACTUAL TANK BEING 20
 CX1707'FEET IN HEIGHT, AND IS SUPPORTED BY A STEEL STRUCTURE 30
 CX1707'FEET IN HEIGHT.  IT IS 24 FEET IN DIAMETER.
 CX1707'
 CX1707'IT IS 84 FEET S OF THE CENTER OF THE MAIN TRACK AND 190 FEET
 CX1707'SW OF THE DEPOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1579 ***********************************************************************
 FO1579  DESIGNATION -  AGUA
 FO1579  PID         -  FO1579
 FO1579  STATE/COUNTY-  NM/CIBOLA
 FO1579  USGS QUAD   -  LA GOTERA (1973)
 FO1579
 FO1579                         *CURRENT SURVEY CONTROL
 FO1579  ___________________________________________________________________
 FO1579* NAD 83(1992)-  35 16 56.61099(N)    107 14 57.55894(W)     ADJUSTED  
 FO1579* NAVD 88     -      2352.3    (meters)    7718.     (feet)  VERTCON   
 FO1579  ___________________________________________________________________
 FO1579  LAPLACE CORR-          -4.01  (seconds)                    DEFLEC99
 FO1579  GEOID HEIGHT-         -20.37  (meters)                     GEOID03
 FO1579
 FO1579  HORZ ORDER  -  SECOND
 FO1579
 FO1579.The horizontal coordinates were established by classical geodetic methods
 FO1579.and adjusted by the National Geodetic Survey in December 1993..
 FO1579
 FO1579.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1579.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1579
 FO1579.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1579
 FO1579.The geoid height was determined by GEOID03.
 FO1579
 FO1579;                    North         East     Units Scale Factor Converg.
 FO1579;SPC NM W     -   475,064.846   883,125.405   MT  0.99995144   +0 20 14.4
 FO1579;SPC NM W     - 1,558,608.58  2,897,387.27   sFT  0.99995144   +0 20 14.4
 FO1579;SPC NM C     -   475,358.464   409,095.796   MT  1.00000181   -0 34 38.1
 FO1579;SPC NM C     - 1,559,571.89  1,342,175.12   sFT  1.00000181   -0 34 38.1
 FO1579;UTM  13      - 3,906,680.012   295,435.678   MT  1.00011574   -1 17 58.8
 FO1579
 FO1579!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1579!SPC NM W     -   0.99963411  x   0.99995144  =   0.99958556
 FO1579!SPC NM C     -   0.99963411  x   1.00000181  =   0.99963592
 FO1579!UTM  13      -   0.99963411  x   1.00011574  =   0.99974980
 FO1579
 FO1579:                Primary Azimuth Mark                     Grid Az
 FO1579:SPC NM W     -  AGUA AZ MK                               179 31 55.0
 FO1579:SPC NM C     -  AGUA AZ MK                               180 26 47.5
 FO1579:UTM  13      -  AGUA AZ MK                               181 10 08.2
 FO1579
 FO1579|---------------------------------------------------------------------|
 FO1579| PID    Reference Object                     Distance      Geod. Az  |
 FO1579|                                                           dddmmss.s |
 FO1579| CD3920 AGUA AZ MK                                         1795209.4 |
 FO1579| CD3921 AGUA RM 1                            10.077 METERS 22233     |
 FO1579| CD3922 AGUA RM 2                            12.402 METERS 32612     |
 FO1579|---------------------------------------------------------------------|
 FO1579
 FO1579                          SUPERSEDED SURVEY CONTROL
 FO1579
 FO1579  NAD 83(1986)-  35 16 56.61404(N)    107 14 57.56061(W) AD(       ) 2
 FO1579  NAD 27      -  35 16 56.47870(N)    107 14 55.39820(W) AD(       ) 2
 FO1579  NGVD 29 (07/19/86) 2351.3    (m)         7714.     (f) VERT ANG       
 FO1579
 FO1579.Superseded values are not recommended for survey control.
 FO1579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1579.See file dsdata.txt to determine how the superseded data were derived.
 FO1579
 FO1579_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBV9543606680(NAD 83)
 FO1579_MARKER: DD = SURVEY DISK
 FO1579_SETTING: 0 = UNSPECIFIED SETTING
 FO1579
 FO1579  HISTORY     - Date     Condition        Report By
 FO1579  HISTORY     - 1958     MONUMENTED       CGS
 FO1579  HISTORY     - 1974     GOOD             LOCSUR
 FO1579
 FO1579                          STATION DESCRIPTION
 FO1579
 FO1579'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RLE)
 FO1579'THE STATION IS LOCATED ABOUT 24 MILES, AIRLINE, NORTH-NORTHWEST
 FO1579'OF CORREO, 19 MILES NORTH-NORTHEAST OF LAGUNA AND 2 MILES
 FO1579'NORTH OF TWO WINDMILLS KNOWN LOCALLY AS HIGH LONESOME.  IT IS
 FO1579'AT THE EAST END OF A HIGH FLAT MESA WHICH IS ABOUT 1 MILE
 FO1579'LONG AND 1/2 MILE WIDE AND IS COVERED ON TOP WITH CEDAR TREES.
 FO1579'THE MESA HAS A LIGHT COLORED OUTCROPPING ABOUT HALF WAY DOWN
 FO1579'THE SIDE OF IT AND A RIM ROCK AROUND THE TOP.  THE MARK IS
 FO1579'ABOUT 50 YARDS WEST OF THE EAST END OF THE MESA AND 12 FEET
 FO1579'NORTH OF A CEDAR TREE WITH A TRIANGLE BLAZE ON THE SIDE.  IT IS
 FO1579'A STANDARD STATION MARK DISK BRAZED TO THE TOP OF A 1-1/4 INCH
 FO1579'LEAD PIPE.  THE MARK PROJECTS ABOUT 9 INCHES ABOVE THE SURFACE
 FO1579'OF THE GROUND AND IS STAMPED AGUA 1958.
 FO1579'
 FO1579'REFERENCE MARK NO. 1 IS A STANDARD REFERENCE MARK DISK BRAZED
 FO1579'TO THE TOP OF A 1-1/4 INCH LEAD PIPE.  IT IS 27 FEET SOUTH-SOUTHWEST
 FO1579'OF A TREE WITH A TRIANGLE BLAZE ON ITS SIDE.  THE MARK PROJECTS
 FO1579'8 INCHES ABOVE THE SURFACE OF THE GROUND AND IS STAMPED AGUA
 FO1579'NO 1 1958.
 FO1579'
 FO1579'REFERENCE MARK NO. 2 IS A STANDARD REFERENCE MARK DISK BRAZED
 FO1579'TO THE TOP OF A 1-1/4 INCH LEAD PIPE.  THE MARK PROJECTS 1 FOOT
 FO1579'ABOVE THE SURFACE OF THE GROUND AND IS STAMPED AGUA NO 2 1958.
 FO1579'
 FO1579'THE AZIMUTH MARK IS 77 FEET NORTH OF THE CENTER OF A FORK IN
 FO1579'THE ROAD, 20 FEET WEST OF THE CENTER OF A TRACK ROAD, 13 FEET
 FO1579'EAST OF THE CENTER OF A TRACK ROAD AND 1 FOOT NORTH OF A WHITE
 FO1579'WITNESS POST.  THE MARK PROJECTS 3 INCHES ABOVE THE SURFACE OF
 FO1579'THE GROUND AND IS STAMPED AGUA 1958.
 FO1579'
 FO1579'TO REACH THE STATION FROM THE RIO PUERCO TRADING POST (WHICH IS
 FO1579'ABOUT 17 MILES WEST OF ALBUGUERQUE) GO WEST ON U.S. HIGHWAY 66
 FO1579'FOR 0.3 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT, NORTH, AND GO 1.2
 FO1579'MILE TO A CATTLE GUARD.  CONTINUE AHEAD ON THE MAIN ROAD AND GO
 FO1579'1.3 MILE TO A CATTLE GUARD.  CONTINUE STRAIGHT ON THE MAIN
 FO1579'TRAVELED ROAD AND GO 4.3 MILES TO A SIDE ROAD LEFT.  CONTINUE
 FO1579'AHEAD ON THE MAIN ROAD AND GO 3.6 MILES TO A FORK.  TAKE THE
 FO1579'LEFT FORK, NORTHWEST, AND GO 3.9 MILE TO A CATTLE GUARD.
 FO1579'CONTINUE AHEAD ON MAIN ROAD AND GO 2.9 MILES TO ANOTHER
 FO1579'CATTLE GUARD.  CONTINUE AHEAD CROSSING THE CATTLE GUARD AND
 FO1579'GO 1.8 MILES TO A CATTLE GUARD.  CONTINUE STRAIGHT AHEAD AND GO
 FO1579'0.3 MILE TO A FORK.  TAKE THE LEFT FORK AND GO 0.6 MILE TO A
 FO1579'CATTLE GUARD.  CONTINUE AHEAD AND GO 1.8 MILE TO A FORK.  TAKE
 FO1579'THE RIGHT FORK AND GO 0.9 MILE TO A FORK.  TAKE THE RIGHT
 FO1579'FORK AND GO 0.5 MILE TO A FORK.  TAKE THE LEFT FORK AND
 FO1579'GO 0.2 MILE TO A FORK.  TAKE THE RIGHT FORK AND GO 0.15 MILE
 FO1579'TO A CROSS ROAD.  CONTINUE STRAIGHT AHEAD AND GO 0.25 MILE TO
 FO1579'A WIRE GATE.  PASS THROUGH THE WIRE GATE AND GO 0.85 MILE TO
 FO1579'A T ROAD.  TURN RIGHT AND GO 0.7 MILE TO A CROSS ROAD
 FO1579'(ABOUT 0.2 MILE NORTH OF TWO WINDMILLS).  CONTINUE
 FO1579'STRAIGHT AHEAD ON THE TRACK ROAD AND GO 1.6 MILES TO A
 FO1579'REVERSE Y.  CONTINUE AHEAD, NORTHWEST, AND GO 0.3 MILE THEN
 FO1579'TURN RIGHT OFF THE TRACK ROAD AND GO NORTHEAST UP INTO A BOX
 FO1579'CANYON AND THE END OF TRUCK TRAVEL.  FROM HERE PACK
 FO1579'NORTHEAST UP THE RIDGE THENCE CONTINUE PACKING NORTHEAST
 FO1579'TOWARDS A BREAK IN THE LIGHT COLORED OUTCROPPING.  FROM THE
 FO1579'BREAK IN THE OUTCROPPING PACK EAST AND NORTHEAST TOWARDS A
 FO1579'BREAK IN THE RIM ROCK AND THE TOP OF THE MESA.  WHEN YOU REACH
 FO1579'THE TOP OF THE MESA TURN RIGHT AND PACK TO THE EAST END OF
 FO1579'THE MESA AND THE STATION AS DESCRIBED.
 FO1579'
 FO1579'*TO REACH THE AZIMUTH MARK FROM THE POINT MENTIONED IN THE
 FO1579'STATION DESCRIPTION TURN A SHARP LEFT AND GO 1.4 MILES TO
 FO1579'ANOTHER REVERSE Y AND THE AZIMUTH MARK AS DESCRIBED.  REQUIRED
 FO1579'PACKING TIME 1-1/2 HOURS--
 FO1579
 FO1579                          STATION RECOVERY (1974)
 FO1579
 FO1579'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1974 (JDK)
 FO1579'AGUA 1958 RECOVERED GOOD.
 FO1579'
 FO1579'DISTANCE AND DIRECTION FROM NEAREST TOWN--3-1/2 MI. (AIR) S.E. OF
 FO1579'MARQUEZ, NEW MEXICO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0916 ***********************************************************************
 CW0916  DESIGNATION -  AGUA
 CW0916  PID         -  CW0916
 CW0916  STATE/COUNTY-  NM/OTERO
 CW0916  USGS QUAD   -  SACRAMENTO (1974)
 CW0916
 CW0916                         *CURRENT SURVEY CONTROL
 CW0916  ___________________________________________________________________
 CW0916* NAD 83(1992)-  32 48 22.92226(N)    105 33 36.80826(W)     ADJUSTED  
 CW0916* NAVD 88     -      2440.     (meters)    8005.     (feet)  SCALED    
 CW0916  ___________________________________________________________________
 CW0916  LAPLACE CORR-          -3.32  (seconds)                    DEFLEC99
 CW0916  GEOID HEIGHT-         -20.09  (meters)                     GEOID03
 CW0916
 CW0916  HORZ ORDER  -  SECOND
 CW0916
 CW0916.The horizontal coordinates were established by classical geodetic methods
 CW0916.and adjusted by the National Geodetic Survey in December 1993..
 CW0916
 CW0916.The orthometric height was scaled from a topographic map.
 CW0916
 CW0916.The Laplace correction was computed from DEFLEC99 derived deflections.
 CW0916
 CW0916.The geoid height was determined by GEOID03.
 CW0916
 CW0916;                    North         East     Units Scale Factor Converg.
 CW0916;SPC NM C     -   200,489.969   564,596.363   MT  0.99995143   +0 22 25.4
 CW0916;SPC NM C     -   657,774.17  1,852,346.57   sFT  0.99995143   +0 22 25.4
 CW0916;UTM  13      - 3,629,960.064   447,551.797   MT  0.99963392   -0 18 12.7
 CW0916
 CW0916!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CW0916!SPC NM C     -   0.99962024  x   0.99995143  =   0.99957169
 CW0916!UTM  13      -   0.99962024  x   0.99963392  =   0.99925430
 CW0916
 CW0916:                Primary Azimuth Mark                     Grid Az
 CW0916:SPC NM C     -  AGUA AZ MK                               030 23 03.8
 CW0916:UTM  13      -  AGUA AZ MK                               031 03 41.9
 CW0916
 CW0916|---------------------------------------------------------------------|
 CW0916| PID    Reference Object                     Distance      Geod. Az  |
 CW0916|                                                           dddmmss.s |
 CW0916| CH7805 AGUA AZ MK                                         0304529.2 |
 CW0916| CH7806 AGUA RM 1                            29.900 METERS 04311     |
 CW0916| CW0917 WEED                                  8.812 METERS 06446     |
 CW0916| CH7807 AGUA RM 2                             7.215 METERS 30701     |
 CW0916|---------------------------------------------------------------------|
 CW0916
 CW0916                          SUPERSEDED SURVEY CONTROL
 CW0916
 CW0916  NAD 83(1986)-  32 48 22.93036(N)    105 33 36.81048(W) AD(       ) 2
 CW0916  NAD 27      -  32 48 22.57400(N)    105 33 34.87380(W) AD(       ) 2
 CW0916
 CW0916.Superseded values are not recommended for survey control.
 CW0916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0916.See file dsdata.txt to determine how the superseded data were derived.
 CW0916
 CW0916_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDS4755229960(NAD 83)
 CW0916_MARKER: DS = TRIANGULATION STATION DISK
 CW0916_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CW0916_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CW0916
 CW0916  HISTORY     - Date     Condition        Report By
 CW0916  HISTORY     - 1943     MONUMENTED       CGS
 CW0916  HISTORY     - 1956     GOOD             CGS
 CW0916  HISTORY     - 1974     GOOD             USGS
 CW0916
 CW0916                          STATION DESCRIPTION
 CW0916
 CW0916'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (EHB)
 CW0916'STATION IS LOCATED ABOUT 2.7 MILES AIRLINE W OF WEED AND 0.75
 CW0916'MILE AIRLINE NW OF THE SACRAMENTO POST OFFICE, AT THE SITE
 CW0916'OF THE WEED LOOKOUT TOWER.
 CW0916'
 CW0916'STATION IS 29 FEET W OF THE CENTER OF THE TOWER AND 6 FEET
 CW0916'E OF A WIRE FENCE.  A BRONZE STATION DISK SET IN A ROUND-TOPPED
 CW0916'CONCRETE POST FLUSH WITH THE GROUND.  STAMPED AGUA 1943.
 CW0916'
 CW0916'UNDERGROUND MARK IS A BRONZE DISK SET IN THE TOP OF A CONCRETE
 CW0916'POST.
 CW0916'
 CW0916'REFERENCE MARK 1 IS NE OF THE STATION.  A BRONZE REFERENCE
 CW0916'DISK SET IN THE NW CORNER OF A CONCRETE BOX PROJECTING ABOUT
 CW0916'2.5 FEET ABOVE THE GROUND.  STAMPED AGUA NO 1 1943.
 CW0916'
 CW0916'REFERENCE MARK 2 IS NW OF THE STATION.  A BRONZE REFERENCE
 CW0916'DISK SET IN AN IRREGULAR MASS OF CONCRETE FLUSH WITH THE
 CW0916'GROUND.  STAMPED AGUA NO 2 1943.
 CW0916'
 CW0916'A U.S.C. AND G.S. AND STATE SURVEY BENCH MARK IS ENE OF THE
 CW0916'STATION, UNDER THE CENTER OF THE WEED LOOKOUT TOWER.  A BRONZE
 CW0916'DISK SET IN A SQUARE CONCRETE POST PROJECTING 8 INCHES ABOVE
 CW0916'THE GROUND.  NOT STAMPED.
 CW0916'
 CW0916'AZIMUTH MARK IS 1.9 MILES NE OF THE STATION BY ROAD, 20 FEET
 CW0916'N OF AND ABOUT 5 FEET HIGHER THAN THE ROAD, 0.5 MILE E OF
 CW0916'THE RANCH HOUSE MENTIONED BELOW.  A BRONZE AZIMUTH DISK SET IN
 CW0916'A CONCRETE CYLINDER FLUSH WITH THE GROUND.  STAMPED AGUA 1943.
 CW0916'
 CW0916'TO REACH FROM THE ROAD INTERSECTION 0.2 MILE N OF WEED.  GO
 CW0916'E ON MAIN ROAD FOR 0.15 MILE TO FORKS.  TAKE LEFT FORK UP HILL
 CW0916'AND GO N FOR 2.0 MILES TO A T-ROAD LEFT AT SIGN WEED L 0 3.  TURN
 CW0916'LEFT AND FOLLOW MAIN ROAD W FOR 2.3 MILES TO A RANCH HOUSE.  PASS
 CW0916'TO LEFT OF BUILDINGS AND CONTINUE ON MAIN ROAD FOR 1.4 MILES
 CW0916'TO THE WEED LOOKOUT TOWER AND STATION.
 CW0916'
 CW0916'HEIGHT OF LIGHT ABOVE STATION MARK-21 METERS.
 CW0916
 CW0916                          STATION RECOVERY (1956)
 CW0916
 CW0916'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (WRH)
 CW0916'THE STATION WAS RECOVERED AND ALL MARKS FOUND TO BE IN GOOD
 CW0916'CONDITION.  A COMPLETE DESCRIPTION FOLLOWS.
 CW0916'
 CW0916'THE STATION IS LOCATED AT THE SITE OF THE WEED LOOKOUT TOWER.
 CW0916'IT IS ABOUT 7 MILES AIRLINE SOUTHWEST OF MAYHILL AND ABOUT 3
 CW0916'MILES AIRLINE WEST OF WEED.
 CW0916'
 CW0916'TO REACH FROM THE U.S. POST OFFICE IN MAYHILL, GO SOUTH ON
 CW0916'STATE HIGHWAY 83 FOR 0.2 MILE TO ITS JUNCTION WITH STATE
 CW0916'HIGHWAY 130.  TURN LEFT AND GO SOUTH ON STATE HIGHWAY 130
 CW0916'FOR 5.0 MILES TO A PAVED T-ROAD LEFT.  TURN LEFT AND GO 2.8
 CW0916'MILES TO A SIDE ROAD RIGHT AND SIGN WEED FIRE LOOKOUT 4.  TURN
 CW0916'RIGHT AND GO SOUTHWEST ON TRACK ROAD FOR 1.45 MILES TO A WIRE
 CW0916'GATE.  PASS THROUGH GATE AND CONTINUE FOR 0.3 MILE TO A
 CW0916'CLEARING AND THE AZIMUTH MARK ON THE RIGHT.  CONTINUE ON TRACK
 CW0916'ROAD, PASSING THROUGH TWO WIRE GATES, FOR 1.0 MILE TO A FORK.
 CW0916'TAKE LEFT FORK AND GO 0.6 MILE TO A FORK.  TAKE LEFT FORK
 CW0916'AND GO 0.5 MILE TO TOP OF HILL AND STATION BY FIRE TOWER.
 CW0916'
 CW0916'THE STATION MARK IS A STANDARD DISK STAMPED AGUA 1943, SET
 CW0916'IN THE TOP OF A 14-INCH-DIAMETER CONCRETE CYLINDER FLUSH WITH
 CW0916'THE GROUND.  IT IS 29 FEET WEST-SOUTHWEST OF THE CENTER OF THE
 CW0916'LOOKOUT TOWER BASE AND 8 FEET EAST-NORTHEAST OF A FENCE LINE.
 CW0916'
 CW0916'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED AGUA NO
 CW0916'1 1943, CEMENTED IN A DRILL HOLE IN THE NORTHWEST CORNER OF A
 CW0916'CONCRETE CISTERN COVER THAT PROJECTS 30 INCHES ABOVE THE GROUND.
 CW0916'IT IS 20 FEET NORTHEAST OF THE NORTHEAST CORNER OF A SMALL
 CW0916'HOUSE AND ABOUT 4 FEET LOWER THAN THE STATION.
 CW0916'
 CW0916'REFERENCE MARK NUMBER TWO IS A STANDARD AZIMUTH MARK DISK STAMPED
 CW0916'AGUA NO 2 1943, CEMENTED IN A DRILL HOLE IN BEDROCK FLUSH WITH
 CW0916'THE GROUND.  IT IS ABOUT 1 FOOT LOWER THAN THE STATION.
 CW0916'
 CW0916'THE AZIMUTH MARK IS A STANDARD DISK STAMPED AGUA 1943, SET
 CW0916'IN THE TOP OF A 14-INCH-DIAMETER CONCRETE CYLINDER THAT PROJECTS
 CW0916'4 INCHES.  IT IS LOCATED ON A GRASSY SLOPE, 21 FEET NORTH OF
 CW0916'THE CENTER LINE OF A TRACK ROAD.
 CW0916'
 CW0916'A U.S. COAST AND GEODETIC SURVEY AND STATE SURVEY DISK, UNSTAMPED,
 CW0916'IS SET IN THE TOP OF A 6-INCH-SQUARE CONCRETE MONUMENT AT THE
 CW0916'CENTER OF THE BASE OF THE LOOKOUT TOWER.  IT PROJECTS 8 INCHES
 CW0916'ABOVE THE GROUND AND IS AT THE SAME ELEVATION AS THE STATION.
 CW0916
 CW0916                          STATION RECOVERY (1974)
 CW0916
 CW0916'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974 (KGA)
 CW0916'TO REACH FROM THE ROAD INTERSECTION 0.2 MILE NORTH OF WEED--GO
 CW0916'WEST ON STATE HWY 521 1.7 MILES TO A GRAVEL ROAD ON RIGHT,
 CW0916'NORTH, WHICH IS THE WEED LOOKOUT ROAD, TURN RIGHT AND FOLLOW
 CW0916'WINDING ROAD ABOUT 2 MILES TO TOP AND LOOKOUT TOWER AND STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0500 ***********************************************************************
 FN0500  DESIGNATION -  AGUILAR
 FN0500  PID         -  FN0500
 FN0500  STATE/COUNTY-  NM/SAN MIGUEL
 FN0500  USGS QUAD   -  MESA LAURIANO (1963)
 FN0500
 FN0500                         *CURRENT SURVEY CONTROL
 FN0500  ___________________________________________________________________
 FN0500* NAD 83(1992)-  35 22 42.79829(N)    104 59 38.55308(W)     ADJUSTED  
 FN0500* NAVD 88     -      2073.3    (meters)    6802.     (feet)  VERTCON   
 FN0500  ___________________________________________________________________
 FN0500  LAPLACE CORR-          -4.50  (seconds)                    DEFLEC99
 FN0500  GEOID HEIGHT-         -20.14  (meters)                     GEOID03
 FN0500
 FN0500  HORZ ORDER  -  FIRST
 FN0500
 FN0500.The horizontal coordinates were established by classical geodetic methods
 FN0500.and adjusted by the National Geodetic Survey in December 1993..
 FN0500
 FN0500.The NAVD 88 height was computed by applying the VERTCON shift value to
 FN0500.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FN0500
 FN0500.The Laplace correction was computed from DEFLEC99 derived deflections.
 FN0500
 FN0500.The geoid height was determined by GEOID03.
 FN0500
 FN0500;                    North         East     Units Scale Factor Converg.
 FN0500;SPC NM E     -   485,773.266   104,969.179   MT  0.99995349   -0 22 57.2
 FN0500;SPC NM E     - 1,593,741.12    344,386.38   sFT  0.99995349   -0 22 57.2
 FN0500;UTM  13      - 3,915,024.714   500,541.114   MT  0.99960000   +0 00 12.4
 FN0500
 FN0500!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FN0500!SPC NM E     -   0.99967784  x   0.99995349  =   0.99963134
 FN0500!UTM  13      -   0.99967784  x   0.99960000  =   0.99927796
 FN0500
 FN0500|---------------------------------------------------------------------|
 FN0500| PID    Reference Object                     Distance      Geod. Az  |
 FN0500|                                                           dddmmss.s |
 FN0500| FN0501 WOODEN CROSS                         23.619 METERS 07335     |
 FN0500| CJ5591 AGUILAR AZ MK                                      1105233.5 |
 FN0500| CJ5592 AGUILAR RM 1                         10.508 METERS 16655     |
 FN0500| FN0589 LONE BUTTE SE OF TOMPSON            APPROX.30.3 KM 2694407.2 |
 FN0500| CJ5593 AGUILAR RM 2                         10.177 METERS 32813     |
 FN0500|---------------------------------------------------------------------|
 FN0500
 FN0500                          SUPERSEDED SURVEY CONTROL
 FN0500
 FN0500  NAD 83(1986)-  35 22 42.80508(N)    104 59 38.55127(W) AD(       ) 1
 FN0500  NAD 27      -  35 22 42.63730(N)    104 59 36.56330(W) AD(       ) 1
 FN0500  NGVD 29 (07/19/86) 2072.5    (m)         6800.     (f) VERT ANG       
 FN0500
 FN0500.Superseded values are not recommended for survey control.
 FN0500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0500.See file dsdata.txt to determine how the superseded data were derived.
 FN0500
 FN0500_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEV0054115025(NAD 83)
 FN0500_MARKER: DS = TRIANGULATION STATION DISK
 FN0500_SETTING: 66 = SET IN ROCK OUTCROP
 FN0500_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 FN0500_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FN0500+STABILITY: POSITION/ELEVATION WELL
 FN0500
 FN0500  HISTORY     - Date     Condition        Report By
 FN0500  HISTORY     - 1921     MONUMENTED       CGS
 FN0500  HISTORY     - 1934     GOOD             CGS
 FN0500  HISTORY     - 1949     GOOD             CGS
 FN0500  HISTORY     - 1951     GOOD             CGS
 FN0500  HISTORY     - 1958     GOOD             USGS
 FN0500
 FN0500                          STATION DESCRIPTION
 FN0500
 FN0500'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FN0500'THE STATION IS ABOUT 25 MILES SOUTHEAST OF LAS VEGAS, 3 MILES
 FN0500'NORTHWEST OF CHAPERITO, 2 MILES SOUTHWEST OF THE SMALL MEXICAN
 FN0500'VILLAGE OF LOS TORRES, ABOUT 1 MILE SOUTHWEST OF A LARGE
 FN0500'BEND IN THE GALLINAS RIVER, AND ON A FLAT MESA BUTTE AT THE
 FN0500'SOUTHEAST END OF THE MESA QUATROS.  IT IS LOCATED ON THE HIGHEST
 FN0500'POINT OF THE MESA ABOUT 150 METERS (492 FEET) SOUTHEAST OF A
 FN0500'SMALL CATHOLIC MISSION AND 50 METERS (164 FEET) WEST OF THE
 FN0500'WEST EDGE OF THE RIM ROCK.  THERE IS A LARGE WOODEN CROSS 100
 FN0500'FEET EAST OF THE STATION.  THE STATION AND REFERENCE MARKS
 FN0500'ARE STANDARD DISKS SET IN ROCK OUTCROPS.
 FN0500'REFERENCE MARK NO. 1 IS 10.26 METERS (33.7 FEET) FROM
 FN0500'THE STATION, AND NO. 2 IS
 FN0500'10.53 METERS (34.5 FEET) FROM THE STATION.
 FN0500'IN 1934 THE STATION AND REFERENCE MARKS WERE
 FN0500'RECOVERED AND AN AZIMUTH MARK WAS ESTABLISHED 20.7 FEET
 FN0500'SOUTH OF THE SOUTH EDGE AND THE EAST END OF AN UNUSED
 FN0500'STEEL BRIDGE CROSSING THE GALLINAS RIVER AT CHAPERITO.  IT
 FN0500'IS MARKED WITH A STANDARD DISK, SET IN LEDGE ROCK
 FN0500'ON THE EAST BANK OF THE RIVER AND
 FN0500'IS ABOUT 3 MILES FROM THE STATION.
 FN0500'ELEVATION--2,072.5 METERS (6,800 FEET).
 FN0500
 FN0500                          STATION RECOVERY (1949)
 FN0500
 FN0500'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (DHK)
 FN0500'STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED IN GOOD
 FN0500'CONDITION.  STATION WAS OBSERVED ON BUT NOT OCCUPIED.  THIS
 FN0500'STATION IS A 3-HOUR PACK.
 FN0500
 FN0500                          STATION RECOVERY (1951)
 FN0500
 FN0500'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (WRH)
 FN0500'STATION FOUND AS DESCRIBED AND ALL MARKS ARE IN GOOD CONDITION.
 FN0500'A COMPLETE DESCRIPTION FOLLOWS.
 FN0500'
 FN0500'STATION IS LOCATED, AIRLINE, ABOUT 25 MILES SOUTHEAST OF
 FN0500'LAS VEGAS, 3 MILES NORTHWEST OF CHAPERITO, 2 MILES SOUTHWEST
 FN0500'OF THE SMALL VILLAGE OF LOS TORRES, 1 MILE SOUTHWEST OF A
 FN0500'LARGE BEND IN THE GALLINAS RIVER, AND ON A FLAT MESA BUTTE
 FN0500'AT THE SOUTHEAST END OF THE MESA QUATROS.  IT IS ON THE HIGHEST
 FN0500'POINT OF THE MESA ABOUT 100 FEET WEST OF THE EAST EDGE OF
 FN0500'THE RIM ROCK AND 77.5 FEET WEST SOUTHWEST OF A 7 FOOT WOODEN
 FN0500'CROSS.
 FN0500'
 FN0500'STATION MARK, STAMPED AGUILAR 1921, IS A STANDARD DISK CEMENTED
 FN0500'IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT PROJECTS 3 INCHES.
 FN0500'
 FN0500'REFERENCE MARK NUMBER 1, STAMPED AGUILAR NO. 1 1921, IS A
 FN0500'STANDARD DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK
 FN0500'THAT PROJECTS 18 INCHES AND IS 6 INCHES HIGHER IN ELEVATION
 FN0500'THAN THE STATION.
 FN0500'
 FN0500'REFERENCE MARK NUMBER 2, STAMPED AGUILAR NO. 2 1921, IS A
 FN0500'STANDARD DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK
 FN0500'THAT PROJECTS 6 INCHES AND IS 12 INCHES LOWER IN ELEVATION
 FN0500'THAN THE STATION.
 FN0500'
 FN0500'AZIMUTH MARK, STAMPED AGUILAR AZIMUTH 1934, IS A STANDARD
 FN0500'REFERENCE MARK DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING
 FN0500'BEDROCK.  THE MARK PROJECTS 1 INCH ABOVE THE BED ROCK.  TO
 FN0500'REACH THE AZIMUTH MARK FROM THE U.S. POST OFFICE IN CHAPERITO,
 FN0500'GO WEST ON A DIRT ROAD FOR 0.15 MILE TO THE AZIMUTH MARK ON
 FN0500'THE LEFT JUST BEFORE REACHING THE BRIDGE.  IT IS 3 FEET HIGHER
 FN0500'THAN THE ROAD, 17 FEET WEST OF THE CENTERLINE OF THE ROAD,
 FN0500'27 FEET SOUTH OF THE EAST END OF THE BRIDGE AND 2 FEET EAST
 FN0500'OF A SHARP DROP OFF.
 FN0500'
 FN0500'THE STATION IS REACHED AS FOLLOWS--FROM THE U.S. POST OFFICE
 FN0500'IN CHAPERITO, GO WEST ON A DIRT ROAD FOR 0.15 MILE TO THE
 FN0500'GALLINAS RIVER BRIDGE.  CONTINUE WEST FOR 0.2 MILE.  TURN RIGHT
 FN0500'AND GO 0.05 MILE.  TURN LEFT AND GO 0.5 MILE.  TURN RIGHT
 FN0500'AND GO 1.1 MILES TO A GATE.  PASS THROUGH GATE AND CONTINUE
 FN0500'FOR 0.5 MILE TO A GATE.  PASS THROUGH GATE, TURN LEFT AND GO 0.4
 FN0500'MILE TO A SMALL VILLAGE.  TURN LEFT THROUGH A GATE AND GO SOUTH
 FN0500'FOR 0.1 MILE TO A GATE.  PASS THROUGH GATE, CROSS RIVER AND
 FN0500'CONTINUE NORTHERLY, CROSS COUNTRY, FOR ABOUT 0.5 MILE TO THE
 FN0500'FOOT OF THE MESA AND THE END OF TRUCK TRAVEL.  FROM HERE THE
 FN0500'TRAIL LEADS WESTERLY, ACROSS A SMALL GULCH, AND THEN
 FN0500'SOUTHERLY UP THE NORTH FACE OF THE MESA TO A SADDLE AROUND THE
 FN0500'WEST END.  CONTINUE ON THE TRAIL AROUND THE WEST END OF THE MESA
 FN0500'TO THE TOP AND THE STATION.  THIS IS A 1-1/2 HOUR PACK.
 FN0500'
 FN0500'NOTE--A FOUR WHEEL DRIVE TRUCK IS NECESSARY TO GET TO THE FOOT
 FN0500'OF THE MESA.  OTHERWISE IT IS A 3 HOUR PACK FROM THE VILLAGE.
 FN0500'
 FN0500'NOTE--REFERENCE MARK NUMBER 1 AND 2 HAVE BEEN REVERSED IN THE
 FN0500'1921 DESCRIPTION.  THEY WERE DOUBLE CHECKED AT THE STATION AND
 FN0500'THE 1951 MEASUREMENTS AND DIRECTIONS ARE CORRECT.
 FN0500
 FN0500                          STATION RECOVERY (1958)
 FN0500
 FN0500'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 FN0500'DESCRIPTION AND POSITION LISTED IN NGS QUAD 35104-3, STATION 1003.
 FN0500'
 FN0500'RECOVERED BY USGS, 1958.
 FN0500'
 FN0500'STATION MARK--USC AND GS STANDARD DISK STAMPED---AGUILAR 1921---,
 FN0500'CEMENTED IN DRILL HOLE IN OUTCROPPING BEDROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1439 ***********************************************************************
 CX1439  DESIGNATION -  AIR
 CX1439  PID         -  CX1439
 CX1439  STATE/COUNTY-  NM/OTERO
 CX1439  USGS QUAD   -  HOLLOMAN (1982)
 CX1439
 CX1439                         *CURRENT SURVEY CONTROL
 CX1439  ___________________________________________________________________
 CX1439* NAD 83(1992)-  32 52 23.79148(N)    106 04 30.70854(W)     ADJUSTED  
 CX1439* NAVD 88     -      1262.24   (+/-2cm)    4141.2    (feet)  VERTCON   
 CX1439  ___________________________________________________________________
 CX1439  LAPLACE CORR-           5.88  (seconds)                    DEFLEC99
 CX1439  GEOID HEIGHT-         -22.68  (meters)                     GEOID03
 CX1439
 CX1439  HORZ ORDER  -  FIRST
 CX1439  VERT ORDER  -  THIRD ? (See Below)
 CX1439
 CX1439.The horizontal coordinates were established by classical geodetic methods
 CX1439.and adjusted by the National Geodetic Survey in December 1993..
 CX1439
 CX1439.The NAVD 88 height was computed by applying the VERTCON shift value to
 CX1439.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CX1439.The vertical order pertains to the NGVD 29 superseded value.
 CX1439
 CX1439.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1439
 CX1439.The geoid height was determined by GEOID03.
 CX1439
 CX1439;                    North         East     Units Scale Factor Converg.
 CX1439;SPC NM C     -   207,712.313   516,357.607   MT  0.99990330   +0 05 41.6
 CX1439;SPC NM C     -   681,469.48  1,694,083.25   sFT  0.99990330   +0 05 41.6
 CX1439;UTM  13      - 3,637,750.694   399,413.809   MT  0.99972475   -0 35 01.1
 CX1439
 CX1439!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1439!SPC NM C     -   0.99980542  x   0.99990330  =   0.99970874
 CX1439!UTM  13      -   0.99980542  x   0.99972475  =   0.99953023
 CX1439
 CX1439:                Primary Azimuth Mark                     Grid Az
 CX1439:SPC NM C     -  HOLLOMAN AFB ATLAS AREA TANK             007 49 03.5
 CX1439:UTM  13      -  HOLLOMAN AFB ATLAS AREA TANK             008 29 46.2
 CX1439
 CX1439|---------------------------------------------------------------------|
 CX1439| PID    Reference Object                     Distance      Geod. Az  |
 CX1439|                                                           dddmmss.s |
 CX1439| CX1433 HOLLOMAN AFB ATLAS AREA TANK        APPROX. 5.3 KM 0075445.1 |
 CX1439| CX1438 MONUMENT 7                           25.484 METERS 00949     |
 CX1439| CC5936 AIR RM 1                             19.254 METERS 11434     |
 CX1439| CX1447 WHITE SANDS MON WATER TANK          APPROX.13.1 KM 2163418.2 |
 CX1439| CX1445 HOLLOMAN AFB WATER TANK             APPROX. 2.1 KM 2274713.2 |
 CX1439| CC5935 AIR AZ MK                                          2721437.3 |
 CX1439|---------------------------------------------------------------------|
 CX1439
 CX1439                          SUPERSEDED SURVEY CONTROL
 CX1439
 CX1439  NAD 83(1986)-  32 52 23.79931(N)    106 04 30.71047(W) AD(       ) 1
 CX1439  NAD 27      -  32 52 23.47810(N)    106 04 28.74640(W) AD(       ) 1
 CX1439  NGVD 29 (07/19/86) 1261.64   (m)         4139.2    (f) LEVELING    3  
 CX1439
 CX1439.Superseded values are not recommended for survey control.
 CX1439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1439.See file dsdata.txt to determine how the superseded data were derived.
 CX1439
 CX1439_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS9941437751(NAD 83)
 CX1439_MARKER: DS = TRIANGULATION STATION DISK
 CX1439_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX1439
 CX1439  HISTORY     - Date     Condition        Report By
 CX1439  HISTORY     - 1952     MONUMENTED       CGS
 CX1439  HISTORY     - 1956     GOOD             CGS
 CX1439  HISTORY     - 1967     GOOD             CGS
 CX1439  HISTORY     - 1968     GOOD             CGS
 CX1439
 CX1439                          STATION DESCRIPTION
 CX1439
 CX1439'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RLE)
 CX1439'THE STATION IS LOCATED ABOUT 6 MILES SOUTHWEST OF ALAMOGORDO,
 CX1439'ABOUT 3 MILES NORTH NORTHWEST OF THE HOLLOMAN AIR FORCE BASE,
 CX1439'87 FEET SOUTH OF THE CENTER OF A TRACK ROAD AND 77 FEET SOUTH
 CX1439'OF THE SOUTHWEST CORNER OF AN OBSERVATION TOWER ABOUT 25 FEET
 CX1439'HIGH.  IT IS STAMPED AIR 1952 AND IT IS SET FLUSH.
 CX1439'
 CX1439'REFERENCE MARK NO. 1 IS 113 FEET SOUTHEAST OF THE SOUTHEAST
 CX1439'CORNER OF THE OBSERVATION TOWER AND 100 FEET SOUTH OF THE
 CX1439'CENTER OF THE TRACK ROAD.  IT IS STAMPED AIR NO 1 1952 AND IT
 CX1439'IS SET FLUSH.
 CX1439'
 CX1439'REFERENCE MARK NO. 2 IS A HOLLOMAN AIR FORCE BASE DISK SET IN
 CX1439'A CONCRETE POST ABOUT 8 INCHES SQUARE AT THE TOP.  IT IS CENTRALLY
 CX1439'LOCATED UNDER THE 4-LEGGED STEEL OBSERVATION TOWER AND IT IS
 CX1439'AT THE SOUTH EDGE OF THE TRACK ROAD.  IT PROJECTS 11 INCHES AND
 CX1439'IT IS STAMPED MONUMENT NO 7 EAST BASE HAFB 1948.
 CX1439'
 CX1439'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 116.91 FEET.
 CX1439'
 CX1439'THE AZIMUTH MARK IS 120 FEET SOUTHEAST OF A T ROAD JUNCTION,
 CX1439'17 FEET NORTH OF THE CENTER OF A TRACK ROAD AND 2 FEET SOUTH
 CX1439'OF A WITNESS POST.  IT PROJECTS 5 INCHES AND IS STAMPED AIR 1952.
 CX1439'
 CX1439'TO REACH THE STATION FROM THE POST OFFICE IN ALAMOGORDO GO WEST
 CX1439'FOR 0.05 MILE TO U.S. HIGHWAYS 54 AND 70, TURN LEFT AND FOLLOW
 CX1439'U.S. HIGHWAYS 54 AND 70 WEST AND SOUTH FOR 2.2 MILES TO THE
 CX1439'JUNCTION OF U.S. HIGHWAYS 54 AND 70, KEEP RIGHT AND FOLLOW
 CX1439'U.S. HIGHWAY 70 SOUTHWESTERLY FOR 6.4 MILES TO THE ENTRANCE TO
 CX1439'THE HOLLOMAN AIR FORCE BASE ON THE RIGHT, TURN RIGHT AND GO
 CX1439'NORTH FOR 0.25 MILE TO THE MAIN GUARD GATE, PASS THROUGH GATE
 CX1439'AND CONTINUE NORTH FOR 0.65 MILE TO WEST NEW MEXICO AVE.
 CX1439'TURN LEFT AND GO 1.55 MILES TO A GUARD STATION, PASS BY GUARD
 CX1439'STATION AND CONTINUE FOR 0.85 MILE TO A CROSSROAD,
 CX1439'CONTINUE STRAIGHT AHEAD FOR 0.8 MILE TO A FORK, TAKE LEFT
 CX1439'FORK AND GO WEST AND NORTH FOR 1.6 MILES TO A CROSSROAD,
 CX1439'TURN RIGHT AND GO EAST FOR 1.9 MILES TO A T ROAD JUNCTION AND
 CX1439'THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.  CONTINUE EAST ON
 CX1439'TRACK ROAD FOR 0.5 MILE TO THE STATION AS DESCRIBED.
 CX1439
 CX1439                          STATION RECOVERY (1956)
 CX1439
 CX1439'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (WRH)
 CX1439'STATION RECOVERED AS DESCRIBED.  THE STATION AND REFERENCE MARKS
 CX1439'ARE IN GOOD CONDITION.  THE AZIMUTH MARK WAS NOT VISITED.  MONUMENT
 CX1439'7 (HAFB) WAS OCCUPIED INSTEAD OF AIR.  A COMPLETE DESCRIPTION
 CX1439'FOLLOWS.
 CX1439'
 CX1439'STATION IS LOCATED, AIRLINE, ABOUT 6 MILES SOUTHWEST OF
 CX1439'ALAMOGORDO, 3 MILES NORTH NORTHWEST OF THE HOLLOMAN AIR FORCE
 CX1439'BASE, 87.0 FEET SOUTH OF THE CENTERLINE OF A TRACK ROAD AND
 CX1439'77.0 FEET SOUTH OF THE SOUTHWEST CORNER OF AN OBSERVATION TOWER
 CX1439'ABOUT 25 FEET IN HEIGHT.  THE MARK IS STAMPED AIR 1952 AND IS
 CX1439'SET FLUSH WITH THE GROUND.
 CX1439'
 CX1439'REFERENCE MARK NUMBER 1, STAMPED AIR NO 1 1952, IS A STANDARD
 CX1439'DISK SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT
 CX1439'PROJECTS 1 INCH.  IT IS 113.0 FEET SOUTHEAST OF THE SOUTHEAST
 CX1439'CORNER OF THE OBSERVATION TOWER AND 100.0 FEET SOUTH OF THE
 CX1439'CENTERLINE OF A TRACK ROAD.
 CX1439'
 CX1439'MONUMENT 7 (HAFB), USED AS REFERENCE MARK NUMBER 2, IS A
 CX1439'BRONZE DISK SET IN THE TOP OF AN 8 INCH SQUARE CONCRETE POST
 CX1439'THAT PROJECTS 8 INCHES AND IS STAMPED MONUMENT NO 7 EAST BASE
 CX1439'H.A.F.B. 1948.  IT IS UNDER A FOUR LEGGED STEEL OBSERVATION TOWER
 CX1439'ABOUT 25 FEET IN HEIGHT AND 22.0 FEET SOUTH OF THE CENTERLINE
 CX1439'OF A TRACK ROAD.
 CX1439'
 CX1439'STATION IS REACHED AS FOLLOWS--FROM THE POST OFFICE OF THE
 CX1439'AIR BASE GO NORTH FOR 4 BLOCKS TO THE AIR FIELD ENTRANCE.  TURN
 CX1439'RIGHT, GO EAST AND THEN NORTH FOR 1 MILE TO A FORK AT THE BASE
 CX1439'SECURITY GUARD POST.  TAKE THE RIGHT FORK AND GO 1 MILE TO A CROSS
 CX1439'ROAD AND WHERE THE MAIN ROAD TURNS LEFT.  TURN RIGHT ON A DIRT
 CX1439'ROAD AND GO 0.5 MILE TO THE STATION ON THE RIGHT.
 CX1439
 CX1439                          STATION RECOVERY (1967)
 CX1439
 CX1439'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (JCC)
 CX1439'THE STATION MARK, REFERENCE MARKS, AND THE AZIMUTH MARK WERE
 CX1439'RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD CONDITION.  THE
 CX1439'DIRECTIONS TO THE AZIMUTH MARK AND THE REFERENCE MARKS WERE
 CX1439'VERIFIED.  THE DISTANCE TO REFERENCE MARK NO. 1 WAS VERIFIED
 CX1439'BUT THE DISTANCE TO REFERENCE MARK NO. 2 MISSED THE 1952
 CX1439'DISTANCE BY .009 METERS.
 CX1439'
 CX1439'THE FOLLOWING IS A NEW TO REACH FOR THE STATION--
 CX1439'
 CX1439'TO REACH THE STATION FROM THE POST OFFICE AT HOLLOMAN AIR FORCE
 CX1439'BASE, GO NORTH ON A BLACK-TOP STREET FOR 0.15 MILE TO DELAWARE
 CX1439'AVENUE.  TURN RIGHT AND GO EAST ON EAST DELAWARE AVENUE FOR
 CX1439'0.35 MILE TO A FORK.  BEAR LEFT AND GO NORTHERLY, WESTERLY, AND
 CX1439'NORTH ON PERIPHERAL ROAD FOR 2.1 MILES TO A T-INTERSECTION, AN
 CX1439'ENTRANCE TO AN AMMUNITION DUMP, AND THE AZIMUTH MARK IN THE
 CX1439'SOUTHEAST CORNER OF THE INTERSECTION.  TURN RIGHT AND GO EAST
 CX1439'ON A BLACK-TOP ROAD FOR 0.45 MILE TO THE STATION ON THE RIGHT,
 CX1439'142 FEET SOUTH OF THE ROAD.
 CX1439'
 CX1439'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT HOLLOMAN
 CX1439'AIR FORCE BASE.
 CX1439
 CX1439                          STATION RECOVERY (1968)
 CX1439
 CX1439'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JBJ)
 CX1439'THE STATION MARK, REFERENCE MARK 1, MONUMENT 7 EAST BASE HAFB AND
 CX1439'THE AZIMUTH MARK WERE RECOVERED.  A DIFFERENCE WAS NOTED IN THE
 CX1439'DISTANCE TO REFERENCE MARK 1, WHICH DID NOT AGREE WITH THE
 CX1439'1967 MEASUREMENT BUT WAS IN AGREEMENT WITH THE 1952 MEASUREMENT.
 CX1439'A DIFFERENCE WAS ALSO NOTED IN THE DISTANCE TO MONUMENT 7 EAST
 CX1439'BASE HAFB, WHICH DID NOT AGREE WITH THE 1952 MEASUREMENT BUT
 CX1439'WAS IN AGREEMENT WITH THE 1967 MEASUREMENT.  HOWEVER ALL
 CX1439'DIRECTIONS WERE IN AGREEMENT WITH BOTH 1952 AND 1967
 CX1439'DIRECTIONS.  THE 1967 ROUTING TO THE STATION IS ADEQUATE.
 CX1439'HOWEVER, DUE TO CHANGES IN LAND MARKS AT THE STATION
 CX1439'SITE, A COMPLETE NEW DESCRIPTION FOLLOWS.
 CX1439'
 CX1439'THE STATION IS ABOUT 7-1/2 MILES WEST-SOUTHWEST OF ALAMOGORDO
 CX1439'AND 2 MILES EAST-NORTHEAST OF THE HOLLOMAN AIR FORCE BASE POST
 CX1439'OFFICE.
 CX1439'
 CX1439'TO REACH THE STATION FROM THE POST OFFICE, GO NORTH ON FIRST
 CX1439'STREET FOR 0.15 MILE TO EAST DELAWARE AVENUE.  TURN RIGHT AND
 CX1439'GO EAST ON EAST DELAWARE AVENUE FOR 0.35 MILE TO A FORK.  TAKE
 CX1439'THE LEFT FORK AND GO NORTHERLY, WESTERLY AND NORTH ON PERIPHERAL
 CX1439'ROAD FOR 2.1 MILES TO A T-INTERSECTION AT THE ENTRANCE TO AN
 CX1439'AMMUNITION DUMP AND THE AZIMUTH MARK ON THE RIGHT.  TURN RIGHT
 CX1439'AND GO EAST ON A PAVED ROAD FOR 0.5 MILE TO THE STATION ON THE
 CX1439'RIGHT.
 CX1439'
 CX1439'THE STATION MARK IS A STANDARD DISK, STAMPED AIR 1952, SET IN THE
 CX1439'TOP OF A 10 INCH SQUARE CONCRETE POST, THAT IS FLUSH WITH THE
 CX1439'GROUND SURFACE.  IT IS 251.0 FEET WEST OF THE WEST RAIL OF RAILROAD
 CX1439'TRACKS AND 142.0 FEET SOUTH OF THE CENTERLINE OF THE PAVED
 CX1439'ROAD.
 CX1439'
 CX1439'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED AIR NO 1 1952,
 CX1439'SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST, THAT PROJECTS
 CX1439'2 INCHES ABOVE THE GROUND.  IT IS 194.5 FEET WEST OF THE WEST
 CX1439'RAIL OF THE RAILROAD TRACKS, 161.0 FEET SOUTH OF THE CENTERLINE
 CX1439'OF THE PAVED ROAD AND ABOUT 2 FEET LOWER IN ELEVATION THAN
 CX1439'THE STATION MARK.
 CX1439'
 CX1439'MONUMENT 7 EAST BASE HAFB IS A BRONZE DISK OF THE HOLLOMAN
 CX1439'AIR FORCE BASE, STAMPD MONUMENT 7 EAST BASE HAFB 1948, SET IN
 CX1439'THE TOP OF A 9 INCH SQUARE CONCRETE POST, THAT PROJECTS 12 INCHES
 CX1439'ABOVE THE GROUND.  IT IS 203.0 FEET WEST OF THE WEST RAIL OF THE
 CX1439'RAILROAD TRACKS, 59.0 FEET SOUTH OF THE CENTERLINE OF THE PAVED
 CX1439'ROAD AND ABOUT 2 FEET LOWER IN ELEVATION THAN THE STATION
 CX1439'MARK.
 CX1439'
 CX1439'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED AIR 1952, SET IN
 CX1439'THE TOP OF A 10-INCH SQUARE CONCRETE POST, THAT PROJECTS 6
 CX1439'INCHES ABOVE THE GROUND.  IT IS 85.0 FEET EAST OF THE CENTERLINE
 CX1439'OF A PAVED ROAD, 58.0 FEET SOUTH OF THE CENTERLINE OF ANOTHER
 CX1439'PAVED ROAD, 1.9 FEET SOUTHEAST OF A WOOD WITNESS POST AND 1.4
 CX1439'FEET NORTH OF A METAL WITNESS POST.
 CX1439'
 CX1439'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7-1/2 MILES
 CX1439'WEST-SOUTHWEST OF ALAMOGORDO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0726 ***********************************************************************
 EQ0726  DESIGNATION -  AIR
 EQ0726  PID         -  EQ0726
 EQ0726  STATE/COUNTY-  NM/TORRANCE
 EQ0726  USGS QUAD   -  ABO (1972)
 EQ0726
 EQ0726                         *CURRENT SURVEY CONTROL
 EQ0726  ___________________________________________________________________
 EQ0726* NAD 83(1992)-  34 27 23.25654(N)    106 15 24.63426(W)     ADJUSTED  
 EQ0726* NAVD 88     -      2186.9    (meters)    7175.     (feet)  VERTCON   
 EQ0726  ___________________________________________________________________
 EQ0726  LAPLACE CORR-           4.09  (seconds)                    DEFLEC99
 EQ0726  GEOID HEIGHT-         -19.98  (meters)                     GEOID03
 EQ0726
 EQ0726  HORZ ORDER  -  THIRD
 EQ0726
 EQ0726.The horizontal coordinates were established by classical geodetic methods
 EQ0726.and adjusted by the National Geodetic Survey in December 1993..
 EQ0726
 EQ0726.The NAVD 88 height was computed by applying the VERTCON shift value to
 EQ0726.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EQ0726
 EQ0726.The Laplace correction was computed from DEFLEC99 derived deflections.
 EQ0726
 EQ0726.The geoid height was determined by GEOID03.
 EQ0726
 EQ0726;                    North         East     Units Scale Factor Converg.
 EQ0726;SPC NM C     -   383,282.343   499,371.289   MT  0.99990000   -0 00 13.9
 EQ0726;SPC NM C     - 1,257,485.49  1,638,353.97   sFT  0.99990000   -0 00 13.9
 EQ0726;UTM  13      - 3,813,485.723   384,554.435   MT  0.99976428   -0 42 40.2
 EQ0726
 EQ0726!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EQ0726!SPC NM C     -   0.99965996  x   0.99990000  =   0.99955999
 EQ0726!UTM  13      -   0.99965996  x   0.99976428  =   0.99942432
 EQ0726
 EQ0726:                Primary Azimuth Mark                     Grid Az
 EQ0726:SPC NM C     -  PUNTA                                    358 50 24.8
 EQ0726:UTM  13      -  PUNTA                                    359 32 51.1
 EQ0726
 EQ0726|---------------------------------------------------------------------|
 EQ0726| PID    Reference Object                     Distance      Geod. Az  |
 EQ0726|                                                           dddmmss.s |
 EQ0726| EQ0697 PUNTA                               APPROX.11.5 KM 3585010.9 |
 EQ0726|---------------------------------------------------------------------|
 EQ0726
 EQ0726                          SUPERSEDED SURVEY CONTROL
 EQ0726
 EQ0726  NAD 83(1986)-  34 27 23.26314(N)    106 15 24.63331(W) AD(       ) 3
 EQ0726  NAD 27      -  34 27 22.99767(N)    106 15 22.57511(W) AD(       ) 3
 EQ0726  NGVD 29 (07/19/86) 2186.0    (m)         7172.     (f) VERT ANG       
 EQ0726
 EQ0726.Superseded values are not recommended for survey control.
 EQ0726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0726.See file dsdata.txt to determine how the superseded data were derived.
 EQ0726
 EQ0726_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU8455413486(NAD 83)
 EQ0726
 EQ0726  HISTORY     - Date     Condition        Report By
 EQ0726  HISTORY     - UNK      MONUMENTED
 EQ0726  HISTORY     - 1954     GOOD             USGS
 EQ0726
 EQ0726                          STATION DESCRIPTION
 EQ0726
 EQ0726'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 EQ0726'STATION IS LOCATED ON NW. EDGE OF A HIGH HEAVILY WOODED RIM AND ABOUT
 EQ0726'4 MI. (AIRLINE) DIRECTLY S. OF MOUNTAINAIR, NEW MEXICO.
 EQ0726'
 EQ0726'TO REACH STATION FROM POST OFFICE AT MOUNTAINAIR, NEW MEXICO, GO W.
 EQ0726'1/2 BLOCK AND TURN LEFT (S.) ON STATE HIGHWAY 10.  CONTINUE 8.8 MI.
 EQ0726'E. AND S. ON STATE HIGHWAY 10 TO TRACK RD. RUNNING W.  TURN OFF
 EQ0726'HIGHWAY RIGHT (N.) AND CONTINUE ON TRACK RD. 0.1 MI. TO FORK.  TAKE
 EQ0726'LEFT FORK (SW.) AND CONTINUE 0.3 MI. TO CROSSROADS.  TAKE LEFT FORK OF
 EQ0726'CROSSROADS (NW.) AND CONTINUE 0.5 MI. TO RD. FORKS.  TAKE RIGHT FORK
 EQ0726'(NW.) 0.6 MI. TO RD. FORK.  TAKE LEFT FORK (W.) 1.1 MI. TO ANOTHER RD.
 EQ0726'FORK.  TAKE RIGHT FORK (N.) 3.5 MI. TO END OF RD. AND TRUCK TRAVEL.
 EQ0726'PACK N. TO RIM AND THEN SW. TO STATION.  STATION IS ON ROCK LEDGE IN
 EQ0726'VERY SMALL CLEARING.
 EQ0726'
 EQ0726'STATION MARK--STANDARD BRONZE TABLET, CEMENTED IN ROCK OUTCROP, AND
 EQ0726'STAMPED ---AIR 1951---.
 EQ0726'
 EQ0726'REFERENCE MARK NO. 1--24.10 FT. FROM STATION MARK, S 44 DEG 05 MIN W.
 EQ0726'
 EQ0726'REFERENCE MARK NO. 2--29.50 FT. FROM STATION MARK, S 25 DEG 51 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0222 ***********************************************************************
 EQ0222  DESIGNATION -  AIRPORT
 EQ0222  PID         -  EQ0222
 EQ0222  STATE/COUNTY-  NM/SOCORRO
 EQ0222  USGS QUAD   -  SOCORRO (1979)
 EQ0222
 EQ0222                         *CURRENT SURVEY CONTROL
 EQ0222  ___________________________________________________________________
 EQ0222* NAD 83(1986)-  34 01 19.     (N)    106 53 51.     (W)     SCALED    
 EQ0222* NAVD 88     -      1451.651  (meters)    4762.62   (feet)  ADJUSTED  
 EQ0222  ___________________________________________________________________
 EQ0222  GEOID HEIGHT-         -22.24  (meters)                     GEOID03
 EQ0222  DYNAMIC HT  -        1449.580 (meters)    4755.83  (feet)  COMP
 EQ0222  MODELED GRAV-     979,158.9   (mgal)                       NAVD 88
 EQ0222
 EQ0222  VERT ORDER  -  FIRST     CLASS II
 EQ0222
 EQ0222.This mark is at Socorro Airport (ONM)
 EQ0222
 EQ0222.The horizontal coordinates were scaled from a topographic map and have
 EQ0222.an estimated accuracy of +/- 6 seconds.
 EQ0222
 EQ0222.The orthometric height was determined by differential leveling
 EQ0222.and adjusted by the National Geodetic Survey in June 1991..
 EQ0222
 EQ0222.The geoid height was determined by GEOID03.
 EQ0222
 EQ0222.The dynamic height is computed by dividing the NAVD 88
 EQ0222.geopotential number by the normal gravity value computed on the
 EQ0222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0222.degrees latitude (g = 980.6199 gals.).
 EQ0222
 EQ0222.The modeled gravity was interpolated from observed gravity values.
 EQ0222
 EQ0222;                    North         East    Units  Estimated Accuracy
 EQ0222;SPC NM C     -   335,280.      440,200.      MT  (+/- 180 meters Scaled)
 EQ0222
 EQ0222                          SUPERSEDED SURVEY CONTROL
 EQ0222
 EQ0222.No superseded survey control is available for this station.
 EQ0222
 EQ0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT248662(NAD 83)
 EQ0222_MARKER: DD = SURVEY DISK
 EQ0222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EQ0222_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EQ0222_STAMPING: AIRPORT PG 1950
 EQ0222_MARK LOGO: USGS  
 EQ0222_PROJECTION: PROJECTING 8 CENTIMETERS
 EQ0222_MAGNETIC: N = NO MAGNETIC MATERIAL
 EQ0222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EQ0222+STABILITY: SURFACE MOTION
 EQ0222
 EQ0222  HISTORY     - Date     Condition        Report By
 EQ0222  HISTORY     - 1950     MONUMENTED       USGS
 EQ0222  HISTORY     - 1953     GOOD             NGS
 EQ0222  HISTORY     - 1980     GOOD             NGS
 EQ0222  HISTORY     - 19960109 GOOD             CHANCE
 EQ0222
 EQ0222                          STATION DESCRIPTION
 EQ0222
 EQ0222'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 EQ0222'3.25 MI S FROM SOCORRO.
 EQ0222'3.25 MILES SOUTH ALONG U.S. HIGHWAY 85 FROM THE POST OFFICE AT
 EQ0222'SOCORRO, AT THE SOCORRO MUNICIPAL AIRPORT, IN THE CENTER OF A SQUARE
 EQ0222'FORMED BY THE FOUR LEGS OF AN AIRWAY BEACON TOWER, SET IN THE TOP OF A
 EQ0222'CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 EQ0222
 EQ0222                          STATION RECOVERY (1953)
 EQ0222
 EQ0222'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 EQ0222'RECOVERED IN GOOD CONDITION.
 EQ0222
 EQ0222                          STATION RECOVERY (1980)
 EQ0222
 EQ0222'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 EQ0222'0.2 KILOMETERS (0.1 MILE) EAST ALONG MANZANARES AVENUE FROM THE POST
 EQ0222'OFFICE IN SOCORRO, THENCE 1.3 KILOMETERS (0.8 MILE) SOUTH ALONG SOUTH
 EQ0222'CALIFORNIA STREET (BUSINESS U.S. HIGHWAY 85), THENCE 2.7 KILOMETERS
 EQ0222'(1.7 MILES) SOUTH ALONG STATE HIGHWAY 1 (OLD U.S. HIGHWAY 85), 0.3
 EQ0222'KILOMETER (0.2 MILE) SOUTH OF A PAVED ROAD LEADING WEST TO THE
 EQ0222'SOCORRO MUNICIPAL AIRPORT, IN THE CENTER OF THE AIRPORT BEACON TOWER
 EQ0222'LEGS, 92.0 METERS (302.0 FEET) WEST OF THE CENTER LINE OF THE HIGHWAY
 EQ0222'AND 84.1 METERS (276.0 FEET) SOUTH OF THE CENTER OF A GRAVEL DRIVEWAY
 EQ0222'LEADING WEST.
 EQ0222'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 EQ0222
 EQ0222                          STATION RECOVERY (1996)
 EQ0222
 EQ0222'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (KAL)
 EQ0222'RECOVERY NOTE BY CHANCE 1996 RECOVERED IN GOOD CONDITION.  A NEW AND
 EQ0222'COMPLETE DESCRIPTION FOLLOWS THE STATION IS LOCATED APPROXIMATELY 4.0
 EQ0222'KM (2.50 MI) SOUTH OF SOCORRO AND 0.3 KM (0.20 MI) WEST OF INTERSTATE
 EQ0222'HIGHWAY 25 AT THE SOCORRO MUNICIPAL AIRPORT.  OWNERSHIP -- CITY OF
 EQ0222'SOCORRO, JERRY HOOGERWERT - AIRPORT MANAGER, PHONE (505) 835-3582 THE
 EQ0222'REACH THE STATION FROM EXIT 147 ON INTERSTATE HIGHWAY 25 SOUTH OF
 EQ0222'SOCORRO, PROCEED NORTHWEST TOWARD SOCORRO FOR 0.5 KM (0.30 MI) TO A
 EQ0222'ROAD ON THE LEFT.  TURN LEFT AND IMMEDIATELY LEFT AGAIN ON STATE ROAD
 EQ0222'1 (FRONTAGE ROAD) AND PROCEED SOUTH FOR 2.3 KM (1.40 MI) TO THE
 EQ0222'AIRPORT ROAD ON THE RIGHT.  TURN RIGHT AND GO WESTERLY FOR 0.3 KM
 EQ0222'(0.20 MI) TO THE STATION UNDER THE BEACON TOWER THE STATION IS A
 EQ0222'SURVEY DISK SET INTO THE TOP OF A CONCRETE POST PROJECTING 10 CM ABOVE
 EQ0222'THE GROUND.  THE STATION IS LOCATED IN THE CENTER OF THE AIRPORT
 EQ0222'BEACON LEGS, 92.0 M (301.8 FT) WEST OF THE CENTERLINE OF THE FRONTAGE
 EQ0222'ROAD, AND 84.1 M (275.9 FT) SOUTH OF THE CENTER OF A GRAVEL DRIVEWAY
 EQ0222'LEADING WEST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS1005 ***********************************************************************
 DS1005  FBN         -  This is a Federal Base Network Control Station.
 DS1005  DESIGNATION -  AIRPORT
 DS1005  PID         -  DS1005
 DS1005  STATE/COUNTY-  NM/SIERRA
 DS1005  USGS QUAD   -  CUCHILLO (1980)
 DS1005
 DS1005                         *CURRENT SURVEY CONTROL
 DS1005  ___________________________________________________________________
 DS1005* NAD 83(1992)-  33 14 18.43856(N)    107 15 55.72440(W)     ADJUSTED  
 DS1005* NAVD 88     -      1467.656  (meters)    4815.13   (feet)  ADJUSTED  
 DS1005  ___________________________________________________________________
 DS1005  X           -  -1,585,275.715 (meters)                     COMP
 DS1005  Y           -  -5,100,556.103 (meters)                     COMP
 DS1005  Z           -   3,476,900.037 (meters)                     COMP
 DS1005  LAPLACE CORR-          -0.88  (seconds)                    DEFLEC99
 DS1005  ELLIP HEIGHT-        1444.46  (meters)          (05/26/00) GPS OBS
 DS1005  GEOID HEIGHT-         -23.21  (meters)                     GEOID03
 DS1005  DYNAMIC HT  -        1465.499 (meters)    4808.06  (feet)  COMP
 DS1005  MODELED GRAV-     979,116.2   (mgal)                       NAVD 88
 DS1005
 DS1005  HORZ ORDER  -  B
 DS1005  VERT ORDER  -  FIRST     CLASS II
 DS1005  ELLP ORDER  -  SECOND    CLASS I
 DS1005
 DS1005.This mark is at Truth Or Consequences Airport (TCS)
 DS1005
 DS1005.The horizontal coordinates were established by GPS observations
 DS1005.and adjusted by the National Geodetic Survey in May 1992..
 DS1005
 DS1005.The orthometric height was determined by differential leveling
 DS1005.and adjusted by the National Geodetic Survey in June 1991..
 DS1005
 DS1005.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DS1005
 DS1005.The Laplace correction was computed from DEFLEC99 derived deflections.
 DS1005
 DS1005.The ellipsoidal height was determined by GPS observations
 DS1005.and is referenced to NAD 83.
 DS1005
 DS1005.The geoid height was determined by GEOID03.
 DS1005
 DS1005.The dynamic height is computed by dividing the NAVD 88
 DS1005.geopotential number by the normal gravity value computed on the
 DS1005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS1005.degrees latitude (g = 980.6199 gals.).
 DS1005
 DS1005.The modeled gravity was interpolated from observed gravity values.
 DS1005
 DS1005;                    North         East     Units Scale Factor Converg.
 DS1005;SPC NM W     -   248,343.027   882,920.541   MT  0.99995118   +0 18 40.5
 DS1005;SPC NM W     -   814,772.08  2,896,715.14   sFT  0.99995118   +0 18 40.5
 DS1005;UTM  13      - 3,680,010.719   288,917.382   MT  1.00014937   -1 14 32.0
 DS1005
 DS1005!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS1005!SPC NM W     -   0.99977328  x   0.99995118  =   0.99972447
 DS1005!UTM  13      -   0.99977328  x   1.00014937  =   0.99992261
 DS1005
 DS1005|---------------------------------------------------------------------|
 DS1005| PID    Reference Object                     Distance      Geod. Az  |
 DS1005|                                                           dddmmss.s |
 DS1005| DS1006 AIRPORT RM 1                         58.668 METERS 07051     |
 DS1005| DS0862 G 233                                24.684 METERS 16426     |
 DS1005| DS1457 AIRPORT AZ MK 2                     450.709 METERS 2154236.8 |
 DS1005| DS1392 AIRPORT BCN TRUTH CONSEQ APT        277.660 METERS 24810     |
 DS1005| DS1007 AIRPORT AZ MK                                      3430015.7 |
 DS1005| DS1411 BELL TEL MST N TRUTH OF CONSEQ      APPROX.15.3 KM 3573448.0 |
 DS1005|---------------------------------------------------------------------|
 DS1005
 DS1005                          SUPERSEDED SURVEY CONTROL
 DS1005
 DS1005  ELLIP H (12/21/93) 1444.56   (m)                       GP(       ) 4 1
 DS1005  NAD 83(1986)-  33 14 18.44766(N)    107 15 55.72822(W) AD(       ) 1
 DS1005  NAD 27      -  33 14 18.18569(N)    107 15 53.60405(W) AD(       ) 1
 DS1005  NAVD 88 (05/26/92) 1467.66   (m)         4815.1    (f) LEVELING    3  
 DS1005  NGVD 29 (07/19/86) 1466.98   (m)         4812.9    (f) LEVELING    3  
 DS1005
 DS1005.Superseded values are not recommended for survey control.
 DS1005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS1005.See file dsdata.txt to determine how the superseded data were derived.
 DS1005
 DS1005_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBS8891780011(NAD 83)
 DS1005_MARKER: DS = TRIANGULATION STATION DISK
 DS1005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS1005_SP_SET: CONCRETE POST
 DS1005_STAMPING: AIRPORT 1954
 DS1005_MARK LOGO: CGS   
 DS1005_PROJECTION: PROJECTING 10 CENTIMETERS
 DS1005_MAGNETIC: N = NO MAGNETIC MATERIAL
 DS1005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS1005+STABILITY: SURFACE MOTION
 DS1005_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS1005+SATELLITE: SATELLITE OBSERVATIONS - December 14, 1998
 DS1005
 DS1005  HISTORY     - Date     Condition        Report By
 DS1005  HISTORY     - 1954     MONUMENTED       CGS
 DS1005  HISTORY     - 1957     GOOD             USGS
 DS1005  HISTORY     - 1964     GOOD             CGS
 DS1005  HISTORY     - 1966     GOOD             CGS
 DS1005  HISTORY     - 1974     GOOD             NGS
 DS1005  HISTORY     - 1980     GOOD             NGS
 DS1005  HISTORY     - 1988     GOOD             NGS
 DS1005  HISTORY     - 19960109 GOOD             CHANCE
 DS1005  HISTORY     - 19970519 GOOD             NGS
 DS1005  HISTORY     - 19981214 SEE DESCRIPTION  NGS
 DS1005
 DS1005                          STATION DESCRIPTION
 DS1005
 DS1005'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (WRH)
 DS1005'THE STATION IS LOCATED AIRLINE ABOUT 7-1/2 MILES NORTH-NORTHWEST
 DS1005'OF TRUTH OR CONSEQUENCES ALONG THE WEST SIDE OF U.S. HIGHWAY
 DS1005'85 AND SOUTH OF THE ENTRANCE ROAD TO THE TRUTH OR CONSEQUENCES
 DS1005'MUNICIPAL AIRPORT.
 DS1005'
 DS1005'THE STATION IS A STANDARD DISK STAMPED AIRPORT 1954 SET IN TOP
 DS1005'OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS ABOUT 4
 DS1005'INCHES ABOVE THE GROUND.  IT IS 6 FEET EAST OF A WHITE WITNESS
 DS1005'POST, 6-1/2 FEET EAST OF A NORTH-SOUTH FENCE LINE, 30 FEET
 DS1005'SOUTH OF THE CENTER LINE OF THE ENTRANCE ROAD TO THE AIRPORT
 DS1005'AND 103 FEET WEST OF THE CENTER LINE OF THE HIGHWAY.
 DS1005'
 DS1005'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED AIRPORT
 DS1005'NO 1 1954 SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 DS1005'WHICH PROJECTS ABOUT 3 INCHES ABOVE THE GROUND AND IS ABOUT
 DS1005'THE SAME ELEVATION AS THE STATION.  IT IS 1 FOOT WEST OF A
 DS1005'NORTH-SOUTH FENCE LINE AND 105 FEET EAST OF THE CENTER LINE OF
 DS1005'THE HIGHWAY.
 DS1005'
 DS1005'BM G233 IS A STANDARD U.S. COAST AND GEODETIC SURVEY BENCH
 DS1005'MARK DISK STAMPED G233 1951 SET IN TOP OF AN 8-INCH SQUARE
 DS1005'CONCRETE MONUMENT WHICH PROJECTS ABOUT 5 INCHES ABOVE THE GROUND
 DS1005'AND IS ABOUT THE SAME ELEVATION AS THE STATION.  IT IS 6 FEET
 DS1005'SOUTH OF A POWER LINE POLE, 5 FEET WEST OF A WHITE WITNESS
 DS1005'POST, 2 FEET WEST OF A NORTH-SOUTH FENCE LINE AND 108 FEET
 DS1005'WEST OF THE CENTER LINE OF THE HIGHWAY.
 DS1005'
 DS1005'THE AZIMUTH MARK IS A STANDARD DISK STAMPED AIRPORT 1954 SET
 DS1005'IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 DS1005'ABOUT 2 INCHES ABOVE THE GROUND.  IT IS 18 INCHES WEST OF A
 DS1005'NORTH-SOUTH FENCE LINE, 3 FEET SOUTH OF A POWER LINE POLE WITH
 DS1005'A TRIANGULAR BLAZE AND 99 FEET WEST OF THE CENTER LINE OF THE
 DS1005'HIGHWAY.
 DS1005'
 DS1005'THE TOPOGRAPHIC STATION IS A STANDARD U.S. COAST AND GEODETIC
 DS1005'TOPOGRAPHIC SURVEY STATION MARK DISK STAMPED ARP 1953 SET IN TOP
 DS1005'OF AN 8-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS ABOUT 1
 DS1005'INCH ABOVE THE GROUND.  IT IS 42 FEET SOUTH OF THE CENTER LINE
 DS1005'OF A TAXI STRIP AND 78 FEET EAST OF THE CENTER LINE OF A MAIN
 DS1005'RUNWAY.
 DS1005'
 DS1005'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON U.S.
 DS1005'HIGHWAY 85 FOR 0.5 MILE TO A POWER LINE POLE WITH A TRIANGULAR
 DS1005'BLAZE ON THE RIGHT, EAST SIDE AND THE AZIMUTH MARK.
 DS1005'
 DS1005'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 85
 DS1005'AND STATE HIGHWAY 51 IN THE NORTHEAST EDGE OF TRUTH OR CONSEQUENCES,
 DS1005'GO NORTH ON U.S. HIGHWAY 85 FOR 8.2 MILES TO THE ENTRANCE ROAD
 DS1005'TO THE AIRPORT, A WHITE WITNESS POST AND THE STATION ON THE
 DS1005'LEFT, WEST SIDE OF THE HIGHWAY.
 DS1005
 DS1005                          STATION RECOVERY (1957)
 DS1005
 DS1005'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 DS1005'RECOVERED IN GOOD CONDITION.
 DS1005
 DS1005                          STATION RECOVERY (1964)
 DS1005
 DS1005'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (FHB)
 DS1005'ALL MARKS RECOVERED AS DESCRIBED IN GOOD CONDITION.  DESCRIPTION
 DS1005'TO REACH THE STATION IS CORRECT AND ADEQUATE.
 DS1005'
 DS1005'ASTRO PARTY 330-363 VISITED THIS STATION.
 DS1005
 DS1005                          STATION RECOVERY (1966)
 DS1005
 DS1005'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (ANP)
 DS1005'THE STATION MARK, REFERENCE MARK 1, BENCH MARK G 233, THE
 DS1005'ARP MARK AND THE AZIMUTH MARK WERE RECOVERED AS DESCRIBED IN
 DS1005'1954 BY W.R.H.  THE ARP MARK IS OBSTRUCTED BY TALL BUSHES.  THE
 DS1005'1954 DESCRIPTION TO REACH THE STATION IS ADEQUATE.
 DS1005'
 DS1005'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7-1/2 MILES
 DS1005'NORTH OF T. OR CONSEQUENCES
 DS1005
 DS1005                          STATION RECOVERY (1974)
 DS1005
 DS1005'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CWW)
 DS1005'STATION AND REFERENCE MARKS RECOVERED AS DESCRIBED.  AZIMUTH
 DS1005'MARK IS EAST OF U.S. 85.
 DS1005'
 DS1005'U.S. 85 IS NOW A FRONTAGE ROAD FOR INTERSTATE 25.
 DS1005
 DS1005                          STATION RECOVERY (1980)
 DS1005
 DS1005'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DS1005'12.4 KM NW FROM TRUTH OR CONSEQUENCES.
 DS1005'12.4 KILOMETERS (7.7 MILES) NORTH AND NORTHWEST ALONG U.S. HIGHWAY 85
 DS1005'(DATE STREET) FROM THE SIERRA COUNTY COURTHOUSE IN TRUTH OR
 DS1005'CONSEQUENCES, AT A GRAVEL ROAD LEADING WEST TO THE TRUTH OR
 DS1005'CONSEQUENCES MUNICIPAL AIRPORT, 31.4 METERS (103.0 FEET) SOUTHWEST
 DS1005'OF THE CENTER LINE OF THE HIGHWAY, 24.7 METERS (81.0 FEET)
 DS1005'NORTH-NORTHWEST OF BM 233, 9.1 METERS (30.0 FEET) SOUTH OF THE
 DS1005'CENTER OF THE ROAD AND 2.0 METERS (6.5 FEET) NORTHEAST OF THE
 DS1005'RIGHT OF WAY FENCE.
 DS1005'THE MARK IS 0.4 METERS  E FROM A WITNESS POST.
 DS1005'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 DS1005
 DS1005                          STATION RECOVERY (1988)
 DS1005
 DS1005'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 (MRM)
 DS1005'THE STATION WAS RECOVERED AT THIS DATE.
 DS1005'
 DS1005'THE STATION IS LOCATED ABOUT 10.0 KM (6.2 MI) NORTH OF TRUTH OR
 DS1005'CONSEQUENCES, AT THE JUNCTION OF STATE HIGHWAY 52 AND THE ENTRANCE
 DS1005'ROAD TO THE TRUTH OR CONSEQUENCES MUNICIPAL AIRPORT.
 DS1005'OWNERSHIP--STATE HIGHWAY RIGHT-OF-WAY.
 DS1005'
 DS1005'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 25, U.S.
 DS1005'HIGHWAY 85, AND STATE HIGHWAY 52 (EXIT 83),
 DS1005'ABOUT 10.0 KM (6.2 MI) NORTH OF TRUTH OR CONSEQUENCES,
 DS1005'GO NORTHWEST FOR 0.3 KM (0.2 MI) ON HIGHWAY 52 TO A ROAD RIGHT
 DS1005'(EXIT RAMP FROM INTERSTATE FOR SOUTHBOUND TRAFFIC).
 DS1005'CONTINUE STRAIGHT AHEAD AND GO NORTHWEST FOR
 DS1005'1.5 KM (0.9 MI) ON HIGHWAY 52 TO THE AIRPORT ROAD (DIRT) AND THE
 DS1005'STATION ON THE LEFT.
 DS1005'
 DS1005'THE STATION IS A STANDARD CGS DISK
 DS1005'STAMPED---AIRPORT 1954---,
 DS1005'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT
 DS1005'25 CM ON SIDE PROJECTING 5 CM ABOVE GROUND.  LOCATED
 DS1005'28.4 METERS (93.2 FT) SOUTHWEST FROM THE APPROXIMATE CENTER OF
 DS1005'HIGHWAY,
 DS1005'9.7 METERS (31.8 FT) SOUTH FROM THE APPROXIMATE CENTER OF THE GRAVEL
 DS1005'ROAD,
 DS1005'3.0 METERS (9.8 FT) SOUTHEAST FROM A FENCE CORNER,
 DS1005'1.7 METERS (5.6 FT) NORTHEAST FROM A FENCE AND
 DS1005'0.4 METERS (1.3 FT) EAST FROM A METAL WITNESS POST.
 DS1005'NOTE, THE 1954 DESCRIPTION STATES THERE IS AN UNDERGROUND MARK.
 DS1005'
 DS1005'AZIMUTH MARK NO. 2 IS A PUNCH MARK ON TOP OF A STAINLESS STEEL
 DS1005'ROD
 DS1005'THAT IS ---UNSTAMPED---,
 DS1005'DRIVEN TO A DEPTH OF 3.7 METERS (12.0 FT), RECESSED 10 CM
 DS1005'BELOW GROUND, INSIDE A GREASE-FILLED SLEEVE EXTENDING TO A
 DS1005'DEPTH OF 0.9 METERS (3.0 FT), ENCASED IN A PVC PIPE WITH NGS LOGO
 DS1005'FLANGE STAMPED---AIRPORT 1954 AZ MK 2 1987---, FLUSH WITH GROUND.
 DS1005'LOCATED
 DS1005'25.4 METERS (83.3 FT) NORTHWEST FROM THE APPROXIMATE CENTER OF DIRT
 DS1005'RUNWAY 07-25,
 DS1005'21.3 METERS (69.9 FT) SOUTHEAST FROM THE TAXIWAY CENTER AT THE STOP
 DS1005'LINE,
 DS1005'13.8 METERS (45.3 FT) EAST-NORTHEAST FROM THE APPROXIMATE CENTER
 DS1005'OF PAVED TAXIWAY,
 DS1005'1.7 METERS (5.6 FT) SOUTH FROM A CARSONITE WITNESS POST,
 DS1005'1.6 METERS (5.2 FT) EAST FROM A CARSONITE WITNESS POST AND
 DS1005'1.6 METERS (5.2 FT) WEST FROM A CARSONITE WITNESS POST.
 DS1005'TO REACH THE AZIMUTH FROM THE STATION,
 DS1005'GO WEST FOR 0.4 KM (0.25 MI) ON AIRPORT ROAD TO THE TERMINAL
 DS1005'BUILDING.  TURN RIGHT AND GO NORTHERLY FOR 0.1 KM (0.05 MI) TO A GATE
 DS1005'ON THE LEFT.  TURN LEFT AND GO WEST FOR 0.1 KM (0.05 MI), PASSING
 DS1005'THROUGH GATE, TO THE TAXIWAY.
 DS1005'TURN LEFT AND GO SOUTH FOR 0.5 KM (0.3 MI) ON THE TAXIWAY TO THE MARK
 DS1005'ON THE LEFT.
 DS1005'
 DS1005'NEW MEXICO FAA - FEBRUARY, 1988.
 DS1005'
 DS1005'THIS STATION SUITABLE FOR GPS SURVEYS.
 DS1005'
 DS1005'DESCRIBED BY G.R. HEID.
 DS1005
 DS1005                          STATION RECOVERY (1996)
 DS1005
 DS1005'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (MFY)
 DS1005'RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 DS1005
 DS1005                          STATION RECOVERY (1997)
 DS1005
 DS1005'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (SER)
 DS1005'RECOVERED AS DESCRIBED.
 DS1005
 DS1005                          STATION RECOVERY (1998)
 DS1005
 DS1005'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (WAS)
 DS1005'THE STATION IS LOCATED ABOUT 6 MI (9.7 KM) NORTHWEST OF TRUTH OR
 DS1005'CONSEQUENCES, NEAR A ROAD LEADING TO THE TRUTH OR CONSEQUENCES
 DS1005'MUNICIPAL AIRPORT.  OWNERSHIP--NEW MEXICO STATE HIGHWAY AND
 DS1005'TRANSPORTATION DEPARTMENT - RIGHT OF WAY, 1120 CERRILLOS ROAD, SANTA
 DS1005'FE NM 87504, PHONE 800-432-4269.  TO REACH THE STATION FROM INTERSTATE
 DS1005'HIGHWAY 25 SOUTHBOUND LANES AND STATE HIGHWAY 181 (EXIT 83), GO
 DS1005'NORTHWEST ON HIGHWAY 181 FOR 0.9 MI (1.4 KM) TO A PAVED ROAD ON THE
 DS1005'LEFT LEADING TO THE TRUTH OR CONSEQUENCES MUNICIPAL AIRPORT AND THE
 DS1005'STATION ON THE LEFT.  THE STATION IS SET IN THE TOP OF A 0.25 M (0.82
 DS1005'FT) SQUARE CONCRETE MONUMENT PROJECTING 5 CM ABOVE GROUND. LOCATED
 DS1005'28.0 M (91.9 FT) SOUTHWEST OF THE CENTER OF THE HIGHWAY, 9.7 M (31.8
 DS1005'FT) SOUTH OF THE CENTER OF A PAVED ROAD, 3.1 M (10.2 FT) SOUTHEAST OF
 DS1005'A FENCE CORNER, 1.8 M (5.9 FT) NORTHEAST OF A FENCE AND METAL WITNESS
 DS1005'POST.  NOTE--THE POINT IN CENTER OF DISK TRIANGLE HAS BEEN STRUCK AND
 DS1005'COULD NOT BE OCCUPIED.  THE POINT OCCUPIED IS APPROXIMATELY 4 - 5
 DS1005'MILLIMETERS FROM THE ORIGINAL DATUM POINT AND ABOUT 0.5 MILLIMETERS
 DS1005'LOWER THAN THE TOP OF DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1671 ***********************************************************************
 CX1671  DESIGNATION -  AIRPORT
 CX1671  PID         -  CX1671
 CX1671  STATE/COUNTY-  NM/DONA ANA
 CX1671  USGS QUAD   -  ORGAN PEAK NW (1955)
 CX1671
 CX1671                         *CURRENT SURVEY CONTROL
 CX1671  ___________________________________________________________________
 CX1671* NAD 83(1992)-  32 24 24.32296(N)    106 39 47.36515(W)     ADJUSTED  
 CX1671* NAVD 88     -      1397.     (meters)    4583.     (feet)  SCALED    
 CX1671  ___________________________________________________________________
 CX1671  LAPLACE CORR-           3.86  (seconds)                    DEFLEC99
 CX1671  GEOID HEIGHT-         -23.64  (meters)                     GEOID03
 CX1671
 CX1671  HORZ ORDER  -  THIRD
 CX1671
 CX1671.The horizontal coordinates were established by classical geodetic methods
 CX1671.and adjusted by the National Geodetic Survey in December 1993..
 CX1671
 CX1671.The orthometric height was scaled from a topographic map.
 CX1671
 CX1671.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1671
 CX1671.The geoid height was determined by GEOID03.
 CX1671
 CX1671;                    North         East     Units Scale Factor Converg.
 CX1671;SPC NM C     -   156,042.976   461,136.576   MT  0.99991862   -0 13 17.1
 CX1671;SPC NM C     -   511,951.00  1,512,912.25   sFT  0.99991862   -0 13 17.1
 CX1671;UTM  13      - 3,586,739.804   343,593.992   MT  0.99990167   -0 53 29.4
 CX1671
 CX1671!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1671!SPC NM C     -   0.99978447  x   0.99991862  =   0.99970311
 CX1671!UTM  13      -   0.99978447  x   0.99990167  =   0.99968616
 CX1671
 CX1671:                Primary Azimuth Mark                     Grid Az
 CX1671:SPC NM C     -  JORNADA                                  319 16 36.4
 CX1671:UTM  13      -  JORNADA                                  319 56 48.7
 CX1671
 CX1671|---------------------------------------------------------------------|
 CX1671| PID    Reference Object                     Distance      Geod. Az  |
 CX1671|                                                           dddmmss.s |
 CX1671| CX1670 JORNADA                             APPROX.10.5 KM 3190319.3 |
 CX1671|---------------------------------------------------------------------|
 CX1671
 CX1671                          SUPERSEDED SURVEY CONTROL
 CX1671
 CX1671  NAD 83(1986)-  32 24 24.33175(N)    106 39 47.36458(W) AD(       ) 3
 CX1671  NAD 27      -  32 24 24.00054(N)    106 39 45.35793(W) AD(       ) 3
 CX1671
 CX1671.Superseded values are not recommended for survey control.
 CX1671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1671.See file dsdata.txt to determine how the superseded data were derived.
 CX1671
 CX1671_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR4359486740(NAD 83)
 CX1671_MARKER: 21 = AIRPORT BEACON
 CX1671
 CX1671  HISTORY     - Date     Condition        Report By
 CX1671  HISTORY     - 1940     FIRST OBSERVED   USGS
 CX1671  HISTORY     - 19970916 MARK NOT FOUND   USPSQD
 CX1671
 CX1671                          STATION DESCRIPTION
 CX1671
 CX1671'DESCRIBED BY US GEOLOGICAL SURVEY 1940
 CX1671'STATION IS THE BEACON AT THE LAS CRUCES AIRPORT, 10 MI. E. OF LAS
 CX1671'CRUCES, NEW MEXICO, ON U.S. HIGHWAY 70, AND ABOUT 1,000 FT. N. OF
 CX1671'HIGHWAY.
 CX1671'
 CX1671'STATION MARK--CENTER OF TOWER, 10 FT. SQUARE, AT THE BASE.
 CX1671
 CX1671                          STATION RECOVERY (1997)
 CX1671
 CX1671'RECOVERY NOTE BY US POWER SQUADRON 1997
 CX1671'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1242 ***********************************************************************
 FO1242  DESIGNATION -  AIRPORT
 FO1242  PID         -  FO1242
 FO1242  STATE/COUNTY-  NM/BERNALILLO
 FO1242  USGS QUAD   -  ALBUQUERQUE EAST (1990)
 FO1242
 FO1242                         *CURRENT SURVEY CONTROL
 FO1242  ___________________________________________________________________
 FO1242* NAD 83(1992)-  35 02 54.29102(N)    106 37 25.73732(W)     ADJUSTED  
 FO1242* NAVD 88     -      1617.1    (meters)    5305.     (feet)  VERTCON   
 FO1242  ___________________________________________________________________
 FO1242  LAPLACE CORR-           7.47  (seconds)                    DEFLEC99
 FO1242  GEOID HEIGHT-         -21.24  (meters)                     GEOID03
 FO1242
 FO1242  HORZ ORDER  -  SECOND
 FO1242
 FO1242.This mark is at Albuquerque Int'l Airport (ABQ)
 FO1242
 FO1242.The horizontal coordinates were established by classical geodetic methods
 FO1242.and adjusted by the National Geodetic Survey in December 1993..
 FO1242
 FO1242.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1242.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1242
 FO1242.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1242
 FO1242.The geoid height was determined by GEOID03.
 FO1242
 FO1242;                    North         East     Units Scale Factor Converg.
 FO1242;SPC NM C     -   449,008.682   465,898.468   MT  0.99991433   -0 12 52.8
 FO1242;SPC NM C     - 1,473,122.65  1,528,535.22   sFT  0.99991433   -0 12 52.8
 FO1242;UTM  13      - 3,879,617.373   351,904.632   MT  0.99987031   -0 55 57.6
 FO1242
 FO1242!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1242!SPC NM C     -   0.99974956  x   0.99991433  =   0.99966391
 FO1242!UTM  13      -   0.99974956  x   0.99987031  =   0.99961991
 FO1242
 FO1242:                Primary Azimuth Mark                     Grid Az
 FO1242:SPC NM C     -  KIRTLAND 2                               075 23 40.2
 FO1242:UTM  13      -  KIRTLAND 2                               076 06 45.0
 FO1242
 FO1242|---------------------------------------------------------------------|
 FO1242| PID    Reference Object                     Distance      Geod. Az  |
 FO1242|                                                           dddmmss.s |
 FO1242| FO0346 KIRTLAND 2                          424.276 METERS 0751047.4 |
 FO1242| FO0349 KIRTLAND 3                          370.811 METERS 07835     |
 FO1242| CD4804 AIRPORT RP 2                                       08622     |
 FO1242|---------------------------------------------------------------------|
 FO1242
 FO1242                          SUPERSEDED SURVEY CONTROL
 FO1242
 FO1242  NAD 83(1986)-  35 02 54.29653(N)    106 37 25.73838(W) AD(       ) 2
 FO1242  NAD 27      -  35 02 54.12397(N)    106 37 23.65525(W) AD(       ) 2
 FO1242  NGVD 29 (07/19/86) 1616.3    (m)         5303.     (f) VERT ANG       
 FO1242
 FO1242.Superseded values are not recommended for survey control.
 FO1242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1242.See file dsdata.txt to determine how the superseded data were derived.
 FO1242
 FO1242_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU5190579617(NAD 83)
 FO1242_MARKER: DD = SURVEY DISK
 FO1242_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FO1242
 FO1242  HISTORY     - Date     Condition        Report By
 FO1242  HISTORY     - 1969     MONUMENTED       CGS
 FO1242  HISTORY     - 1972     GOOD             NGS
 FO1242  HISTORY     - 19960109 MARK NOT FOUND   CHANCE
 FO1242
 FO1242                          STATION DESCRIPTION
 FO1242
 FO1242'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JLC)
 FO1242'THE STATION IS LOCATED ON THE GROUNDS OF THE ALBUQUERQUE
 FO1242'MUNICIPAL AIRPORT, ABOUT 3-1/2 MILES SOUTHEAST OF THE CENTER
 FO1242'OF ALBUQUERQUE, 3/4 MILE WEST OF INTERSTATE HIGHWAY 25 AND
 FO1242'0.3 MILE WEST OF THE MAIN TERMINAL BUILDING OF THE AIRPORT.
 FO1242'
 FO1242'TO REACH THE STATION FROM THE INTERSECTION OF YALE BOULEVARD
 FO1242'AND MILES ROAD IN ALBUQUERQUE, GO SOUTH ON YALE BOULEVARD
 FO1242'FOR 0.65 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO WEST
 FO1242'ON A GRAVELED ROAD FOR 0.1 MILE TO THE MARK ON THE LEFT.
 FO1242'
 FO1242'IT IS A KOOGLE AND POULS ENGINEERING COMPANY DISK STAMPED
 FO1242'AIRPORT AMAFCA 1965, SET IN THE TOP OF AN 8-INCH SQUARE
 FO1242'CONCRETE MONUMENT FLUSH WITH THE GROUND.  IT IS 45 FEET
 FO1242'SOUTH OF THE CENTER OF A GRAVELED ROAD, 27 FEET SOUTH OF
 FO1242'TELEPHONE POLE NO. 34, 7 FEET WEST OF THE WEST END OF A
 FO1242'CHAIN LINK FENCE AND 5.6 FEET WEST OF A WOODEN WITNESS POST.
 FO1242'
 FO1242'A GEODIMETER TRAVERSE CONNECTION WAS MADE TO TRIANGULATION
 FO1242'STATION KIRTLAND 2 1969, THE DISTANCE BEING (1392.491 FEET)
 FO1242'OR 424.432 METERS.
 FO1242
 FO1242                          STATION RECOVERY (1972)
 FO1242
 FO1242'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 FO1242'THE STATION MARK WAS RECOVERED AS DESCRIBED.  RP 2 WAS FOUND
 FO1242'NEARBY AND USED FOR A REFERENCE MARK.  THE 1969 GEODIMETER
 FO1242'LENGTH TO KIRTLAND 2 WAS CHECKED 0.003 METER.  THE ROUTE TO
 FO1242'THE STATION IS ADEQUATE.
 FO1242'
 FO1242'RP 2 IS A KOOGLE AND POULS ENGINEERING DISK STAMPED, RP 2
 FO1242'1965.  IT IS SET IN THE TOP OF A 10 INCH CONCRETE MONUMENT
 FO1242'WHICH IS FLUSH WITH THE GROUND SURFACE.  36 FEET EAST OF THE
 FO1242'WITNESS POST AT FENCE CORNER AND 3 FEET NORTH OF A FENCE LINE.
 FO1242'
 FO1242'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 FO1242'
 FO1242'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT ALBUQURQUE
 FO1242'AIRPORT
 FO1242
 FO1242                          STATION RECOVERY (1996)
 FO1242
 FO1242'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (MFY)
 FO1242'RECOVERY NOTE BY CHANCE 1996 MARK NOT FOUND - SEARCHED 0.5
 FO1242'PERSON-HOUR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0851 ***********************************************************************
 CV0851  DESIGNATION -  AIRPORT
 CV0851  PID         -  CV0851
 CV0851  STATE/COUNTY-  NM/LEA
 CV0851  USGS QUAD   -  HOBBS WEST (1979)
 CV0851
 CV0851                         *CURRENT SURVEY CONTROL
 CV0851  ___________________________________________________________________
 CV0851* NAD 83(1992)-  32 41 31.73063(N)    103 12 53.81328(W)     ADJUSTED  
 CV0851* NAVD 88     -      1112.91   (+/-2cm)    3651.3    (feet)  VERTCON   
 CV0851  ___________________________________________________________________
 CV0851  LAPLACE CORR-           1.58  (seconds)                    DEFLEC99
 CV0851  GEOID HEIGHT-         -21.66  (meters)                     GEOID03
 CV0851
 CV0851  HORZ ORDER  -  SECOND
 CV0851  VERT ORDER  -  THIRD ? (See Below)
 CV0851
 CV0851.This mark is at Lea Co (HOBBS) Airport (HOB)
 CV0851
 CV0851.The horizontal coordinates were established by classical geodetic methods
 CV0851.and adjusted by the National Geodetic Survey in December 1993..
 CV0851
 CV0851.The NAVD 88 height was computed by applying the VERTCON shift value to
 CV0851.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CV0851.The vertical order pertains to the NGVD 29 superseded value.
 CV0851
 CV0851.The Laplace correction was computed from DEFLEC99 derived deflections.
 CV0851
 CV0851.The geoid height was determined by GEOID03.
 CV0851
 CV0851;                    North         East     Units Scale Factor Converg.
 CV0851;SPC NM E     -   188,168.149   269,871.411   MT  1.00004466   +0 36 14.8
 CV0851;SPC NM E     -   617,348.34    885,403.12   sFT  1.00004466   +0 36 14.8
 CV0851;UTM  13      - 3,618,567.462   667,340.162   MT  0.99994530   +0 57 51.8
 CV0851
 CV0851!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CV0851!SPC NM E     -   0.99982870  x   1.00004466  =   0.99987335
 CV0851!UTM  13      -   0.99982870  x   0.99994530  =   0.99977401
 CV0851
 CV0851:                Primary Azimuth Mark                     Grid Az
 CV0851:SPC NM E     -  AIRPORT AZ MK                            006 24 45.9
 CV0851:UTM  13      -  AIRPORT AZ MK                            006 03 08.9
 CV0851
 CV0851|---------------------------------------------------------------------|
 CV0851| PID    Reference Object                     Distance      Geod. Az  |
 CV0851|                                                           dddmmss.s |
 CV0851| CH7813 AIRPORT AZ MK                                      0070100.7 |
 CV0851| CH7814 AIRPORT RM 1                         20.377 METERS 09327     |
 CV0851| CV0852 AIRPORT RM 2                         33.213 METERS 35528     |
 CV0851|---------------------------------------------------------------------|
 CV0851
 CV0851                          SUPERSEDED SURVEY CONTROL
 CV0851
 CV0851  NAD 83(1986)-  32 41 31.73914(N)    103 12 53.81224(W) AD(       ) 2
 CV0851  NAD 27      -  32 41 31.31322(N)    103 12 52.02827(W) AD(       ) 2
 CV0851  NGVD 29 (07/19/86) 1112.52   (m)         3650.0    (f) LEVELING    3  
 CV0851
 CV0851.Superseded values are not recommended for survey control.
 CV0851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0851.See file dsdata.txt to determine how the superseded data were derived.
 CV0851
 CV0851_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFS6734018567(NAD 83)
 CV0851_MARKER: DS = TRIANGULATION STATION DISK
 CV0851_SETTING: 0 = UNSPECIFIED SETTING
 CV0851_MARK LOGO: NGS   
 CV0851_MAGNETIC: N = NO MAGNETIC MATERIAL
 CV0851_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CV0851
 CV0851  HISTORY     - Date     Condition        Report By
 CV0851  HISTORY     - 1975     MONUMENTED       NGS
 CV0851  HISTORY     - 1979     GOOD             NGS
 CV0851  HISTORY     - 1982     GOOD             NGS
 CV0851  HISTORY     - 19960115 GOOD             CHANCE
 CV0851
 CV0851                          STATION DESCRIPTION
 CV0851
 CV0851'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (JRS)
 CV0851'THE STATION IS LOCATED AT THE LEA COUNTY AIRPORT, ABOUT 4.5
 CV0851'MILES WEST OF HOBBS.
 CV0851'
 CV0851'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTHERLY ON THE
 CV0851'AIRPORT ENTRANCE ROAD FOR 0.3 MILE TO THE MARK ON THE LEFT
 CV0851'IN THE MEDIAN.
 CV0851'
 CV0851'STATION MARK IS A STANDARD DISK, STAMPED AIRPORT 1975, CEMENTED IN
 CV0851'A DRILL HOLE IN A SIDEWALK.  IT IS 5.4 FEET NORTH OF A CYCLONE
 CV0851'FENCE, 68.5 FEET WEST OF THE SOUTHEAST FENCE CORNER AND 83.0 FEET
 CV0851'SOUTHWEST OF THE SOUTHWEST CORNER OF THE TERMINAL.
 CV0851'
 CV0851'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED AIRPORT NO 1 1975,
 CV0851'CEMENTED IN A DRILL HOLE IN A SIDEWALK.  IT IS 2.5 FEET NORTH OF THE
 CV0851'CYCLONE FENCE, 73.0 FEET SOUTH OF THE SOUTHWEST CORNER OF THE
 CV0851'TERMINAL AND ABOUT THE SAME ELEVATION AS THE STATION.
 CV0851'
 CV0851'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED AIRPORT NO 2 1975,
 CV0851'CEMENTED IN A DRILL HOLE IN A SIDEWALK.  IT IS 59.0 FEET WEST OF THE
 CV0851'NORTHWEST CORNER OF THE TERMINAL, 71.6 FEET WEST-NORTHWEST OF THE
 CV0851'SOUTHWEST CORNER OF THE TERMINAL AND ABOUT THE SAME ELEVATION AS
 CV0851'THE STATION.
 CV0851'
 CV0851'AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK, STAMPED AIRPORT
 CV0851'AZ 1975, CEMENTED IN A DRILL HOLE IN WEST CONCRETE EDGE OF THE
 CV0851'MEDIAN.  IT IS 25.0 FEET EAST OF THE CENTER OF THE SOUTHBOUND
 CV0851'ENTRANCE ROAD AND 33.0 FEET SOUTH OF THE EASTBOUND LANE OF
 CV0851'U.S. HIGHWAY 180.
 CV0851'
 CV0851'BENCH MARK 216 IS A STANDARD U.S. COAST AND GEODETIC SURVEY
 CV0851'DISK, STAMPED B 216 1956, CEMENTED IN A DRILL HOLE IN THE OLD
 CV0851'FOUNDATION OF THE NORTHEAST LEG OF AN OLD BEACON TOWER.  IT
 CV0851'IS 10.2 FEET SOUTHWEST OF THE NORTHEAST CORNER OF A FENCE,
 CV0851'26.0 FEET NORTH OF THE NORTHEAST CORNER OF A CONCRETE POWERHOUSE
 CV0851'AND 105.0 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE
 CV0851'TERMINAL.  THIS MARK IS NOT DIRECTLY VISIBLE TO THE STATION,
 CV0851'HOWEVER A LEVEL TIE WAS MADE FROM THIS MARK TO AIRPORT AND IT
 CV0851'IS IN THE IMMEDIATE VICINITY.
 CV0851'
 CV0851'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 CV0851
 CV0851                          STATION RECOVERY (1979)
 CV0851
 CV0851'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (GFS)
 CV0851'STATION MARK, RM 1 AND RM 2 AS WELL AS BENCH MARK B 216 WERE
 CV0851'RECOVERED AS DESCRIBED IN GOOD CONDITION.  THE AZIMUTH MARK WAS NOT
 CV0851'SEARCHED FOR.
 CV0851'
 CV0851'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4.5 MILES WEST OF
 CV0851'HOBBS.
 CV0851
 CV0851                          STATION RECOVERY (1982)
 CV0851
 CV0851'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (MLS)
 CV0851'RECOVERED AS DESCRIBED IN GOOD CONDITION.  REFERENCE MARKS 1 AND 2
 CV0851'WERE RECOVERED ALSO.  THE AZIMUTH MARK WAS NOT SEARCHED FOR.
 CV0851'
 CV0851'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4.5 MILES WEST OF
 CV0851'HOBBS.
 CV0851
 CV0851                          STATION RECOVERY (1996)
 CV0851
 CV0851'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (KAL)
 CV0851'RECOVERY NOTE BY CHANCE 1996 RECOVERED IN GOOD CONDITION.  A NEW AND
 CV0851'COMPLETE DESCRIPTION FOLLOWS THE STATION IS LOCATED APPROXIMATELY 8.0
 CV0851'KM (4.95 MI) WEST-SOUTHWEST OF THE CITY OF HOBBS AT THE LEA
 CV0851'COUNTY/HOBBS AIRPORT.  OWNERSHIP -- LEA COUNTY, BILL GATCHELL -
 CV0851'AIRPORT MANAGER, PHONE (505) 393-4943 TO REACH THE STATION FROM THE
 CV0851'JUNCTION OF US HIGHWAY 62/180 AND STATE HIGHWAY 18 IN HOBBS, PROCEED
 CV0851'WEST ON US HIGHWAY 62/180 FOR 8.0 KM (4.95 MI) TO THE AIRPORT ROAD ON
 CV0851'THE LEFT.  TURN LEFT AND GO SOUTH ALONG AIRPORT ROAD FOR 0.3 KM (0.20
 CV0851'MI) TO THE TERMINAL BUILDING AND THE STATION OFF THE SOUTHWEST CORNER
 CV0851'OF THE TERMINAL BUILDING THE STATION IS A TRIANGULATION STATION DISK
 CV0851'SET INTO A DRILL HOLE IN A SIDEWALK.  THE STATION IS LOCATED 25.3 M
 CV0851'(83.0 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF THE TERMINAL, 20.9 M
 CV0851'(68.6 FT) WEST OF THE SOUTHWEST FENCE CORNER, AND 1.6 M (5.2 FT) NORTH
 CV0851'OF A CYCLONE FENCE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS1007 ***********************************************************************
 DS1007  DESIGNATION -  AIRPORT AZ MK
 DS1007  PID         -  DS1007
 DS1007  STATE/COUNTY-  NM/SIERRA
 DS1007  USGS QUAD   -  CUCHILLO (1980)
 DS1007
 DS1007                         *CURRENT SURVEY CONTROL
 DS1007  ___________________________________________________________________
 DS1007* NAD 83(1986)-  33 14 48.     (N)    107 16 07.     (W)     SCALED    
 DS1007* NAVD 88     -      1472.671  (meters)    4831.59   (feet)  ADJUSTED  
 DS1007  ___________________________________________________________________
 DS1007  GEOID HEIGHT-         -23.20  (meters)                     GEOID03
 DS1007  DYNAMIC HT  -        1470.505 (meters)    4824.48  (feet)  COMP
 DS1007  MODELED GRAV-     979,115.4   (mgal)                       NAVD 88
 DS1007
 DS1007  VERT ORDER  -  FIRST     CLASS II
 DS1007
 DS1007.The horizontal coordinates were scaled from a topographic map and have
 DS1007.an estimated accuracy of +/- 6 seconds.
 DS1007
 DS1007.The orthometric height was determined by differential leveling
 DS1007.and adjusted by the National Geodetic Survey in June 1991..
 DS1007
 DS1007.The geoid height was determined by GEOID03.
 DS1007
 DS1007.The dynamic height is computed by dividing the NAVD 88
 DS1007.geopotential number by the normal gravity value computed on the
 DS1007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS1007.degrees latitude (g = 980.6199 gals.).
 DS1007
 DS1007.The modeled gravity was interpolated from observed gravity values.
 DS1007
 DS1007;                    North         East    Units  Estimated Accuracy
 DS1007;SPC NM W     -   249,250.      882,620.      MT  (+/- 180 meters Scaled)
 DS1007
 DS1007                          SUPERSEDED SURVEY CONTROL
 DS1007
 DS1007.No superseded survey control is available for this station.
 DS1007
 DS1007_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBS886809(NAD 83)
 DS1007_MARKER: DZ = AZIMUTH MARK DISK
 DS1007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS1007_SP_SET: CONCRETE POST
 DS1007_STAMPING: AIRPORT 1954
 DS1007_PROJECTION: PROJECTING 8 CENTIMETERS
 DS1007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS1007+STABILITY: SURFACE MOTION
 DS1007
 DS1007  HISTORY     - Date     Condition        Report By
 DS1007  HISTORY     - 1954     MONUMENTED       CGS
 DS1007  HISTORY     - 1980     GOOD             NGS
 DS1007
 DS1007                          STATION DESCRIPTION
 DS1007
 DS1007'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 DS1007'13.4 KM NW FROM TRUTH OR CONSEQUENCES.
 DS1007'13.4 KILOMETERS (8.3 MILES) NORTH AND NORTHWEST ALONG U.S. HIGHWAY
 DS1007'85 (DATE STREET) FROM THE SIERRA COUNTY COURTHOUSE IN TRUTH OR
 DS1007'CONSEQUENCES, 1.0 KILOMETERS (0.6 MILE) NORTHWEST OF A GRAVEL ROAD
 DS1007'LEADING WEST TO THE TRUTH OR CONSEQUENCES MUNICIPAL AIRPORT, 30.2
 DS1007'METERS (99.0 FEET) NORTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 DS1007'0.9 METERS (3.0 FEET) SOUTHWEST OF A TELEPHONE POLE AND 0.5 METERS
 DS1007'(1.6 FEET) NORTHWEST OF A RIGHT OF WAY FENCE.
 DS1007'THE MARK IS 0.5 METERS  SE FROM A WITNESS POST.
 DS1007'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS1457 ***********************************************************************
 DS1457  PACS        -  This is a Primary Airport Control Station.
 DS1457  DESIGNATION -  AIRPORT AZ MK 2
 DS1457  PID         -  DS1457
 DS1457  STATE/COUNTY-  NM/SIERRA
 DS1457  USGS QUAD   -  CUCHILLO (1980)
 DS1457
 DS1457                         *CURRENT SURVEY CONTROL
 DS1457  ___________________________________________________________________
 DS1457* NAD 83(1992)-  33 14 06.55949(N)    107 16 05.88551(W)     ADJUSTED  
 DS1457* NAVD 88     -      1469.06   (meters)    4819.7    (feet)  GPS OBS   
 DS1457  ___________________________________________________________________
 DS1457  X           -  -1,585,586.884 (meters)                     COMP
 DS1457  Y           -  -5,100,670.710 (meters)                     COMP
 DS1457  Z           -   3,476,594.632 (meters)                     COMP
 DS1457  LAPLACE CORR-          -0.84  (seconds)                    DEFLEC99
 DS1457  ELLIP HEIGHT-        1445.86  (meters)          (08/10/01) GPS OBS
 DS1457  GEOID HEIGHT-         -23.21  (meters)                     GEOID03
 DS1457
 DS1457  HORZ ORDER  -  B
 DS1457  ELLP ORDER  -  THIRD     CLASS II
 DS1457
 DS1457.This mark is at Truth Or Consequences Airport (TCS)
 DS1457
 DS1457.The horizontal coordinates were established by GPS observations
 DS1457.and adjusted by the National Geodetic Survey in March 1997..
 DS1457
 DS1457.The orthometric height was determined by GPS observations and a
 DS1457.high-resolution geoid model.
 DS1457
 DS1457.GPS derived orthometric heights for airport stations designated as
 DS1457.PACS or SACS are published to 2 decimal places.  This maintains
 DS1457.centimeter relative accuracy between the PACS and SACS.  It does
 DS1457.not indicate centimeter accuracy relative to other marks which are
 DS1457.part of the NAVD 88 network.
 DS1457
 DS1457.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DS1457
 DS1457.The Laplace correction was computed from DEFLEC99 derived deflections.
 DS1457
 DS1457.The ellipsoidal height was determined by GPS observations
 DS1457.and is referenced to NAD 83.
 DS1457
 DS1457.The geoid height was determined by GEOID03.
 DS1457
 DS1457;                    North         East     Units Scale Factor Converg.
 DS1457;SPC NM W     -   247,975.655   882,659.473   MT  0.99995084   +0 18 34.9
 DS1457;SPC NM W     -   813,566.79  2,895,858.62   sFT  0.99995084   +0 18 34.9
 DS1457;UTM  13      - 3,679,650.487   288,646.397   MT  1.00015079   -1 14 37.2
 DS1457
 DS1457!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS1457!SPC NM W     -   0.99977306  x   0.99995084  =   0.99972391
 DS1457!UTM  13      -   0.99977306  x   1.00015079  =   0.99992381
 DS1457
 DS1457:                Primary Azimuth Mark                     Grid Az
 DS1457:SPC NM W     -  AIRPORT                                  035 23 56.3
 DS1457:UTM  13      -  AIRPORT                                  036 57 08.4
 DS1457
 DS1457|---------------------------------------------------------------------|
 DS1457| PID    Reference Object                     Distance      Geod. Az  |
 DS1457|                                                           dddmmss.s |
 DS1457| DS1005 AIRPORT                             450.709 METERS 0354231.2 |
 DS1457| AC7069 TCS A                               APPROX. 0.6 KM 1671046.5 |
 DS1457| DS0863 H 233                               234.739 METERS 35234     |
 DS1457|---------------------------------------------------------------------|
 DS1457
 DS1457                          SUPERSEDED SURVEY CONTROL
 DS1457
 DS1457  ELLIP H (06/27/01) 1445.76   (m)                       GP(       ) 4 2
 DS1457  ELLIP H (03/20/97) 1445.96   (m)                       GP(       ) 3 1
 DS1457  ELLIP H (12/21/93) 1445.80   (m)                       GP(       ) 4 1
 DS1457  NAD 83(1992)-  33 14 06.55937(N)    107 16 05.88578(W) AD(       ) 2
 DS1457  ELLIP H (05/26/92) 1445.80   (m)                       GP(       ) 4 1
 DS1457  NAD 83(1986)-  33 14 06.56859(N)    107 16 05.88969(W) AD(       ) 2
 DS1457  NAD 27      -  33 14 06.30641(N)    107 16 03.76531(W) AD(       ) 2
 DS1457  NGVD 29 (03/22/89) 1468.4    (m)         4818.     (f) GPS OBS        
 DS1457
 DS1457.Superseded values are not recommended for survey control.
 DS1457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS1457.See file dsdata.txt to determine how the superseded data were derived.
 DS1457
 DS1457_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBS8864679650(NAD 83)
 DS1457_MARKER: I = METAL ROD
 DS1457_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DS1457_SP_SET: OBJECT DRIVEN INTO GROUND
 DS1457_STAMPING: AIRPORT 1954 AZ MK 2 1987
 DS1457_MARK LOGO: NGS   
 DS1457_PROJECTION: FLUSH
 DS1457_MAGNETIC: I = MARKER IS A STEEL ROD
 DS1457_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DS1457_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS1457+SATELLITE: SATELLITE OBSERVATIONS - May 19, 1997
 DS1457_ROD/PIPE-DEPTH: 3.7  meters
 DS1457
 DS1457  HISTORY     - Date     Condition        Report By
 DS1457  HISTORY     - 1988     MONUMENTED       NGS
 DS1457  HISTORY     - 19960109 GOOD             CHANCE
 DS1457  HISTORY     - 19970519 GOOD             NGS
 DS1457
 DS1457                          STATION DESCRIPTION
 DS1457
 DS1457'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988 (MRM)
 DS1457'THE STATION IS LOCATED ABOUT 10.0 KM (6.2 MI)
 DS1457'NORTH OF TRUTH OR CONSEQUENCES,
 DS1457'0.5 KM (0.3 MI) WEST OF HIGHWAY 52, AT THE TRUTH OR CONSEQUENCES
 DS1457'MUNICIPAL AIRPORT,
 DS1457'0.4 KM (0.25 MI) SOUTHEAST OF THE TERMINAL BUILDING, IN A VEE
 DS1457'FORMED BY THE PAVED TAXIWAY AND RUNWAY 07-25.
 DS1457'OWNERSHIP--CITY OF TRUTH OR CONSEQUENCES, BILL RENFRO - AIRPORT
 DS1457'MANAGER, 605 SIMS, TRUTH OR CONSEQUENCES NM 87981, PHONE
 DS1457'505-894-6673.
 DS1457'
 DS1457'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 25,
 DS1457'U.S. HIGHWAY 85 AND STATE HIGHWAY 52 (EXIT 83), ABOUT 10.0 KM (6.2
 DS1457'MI) NORTH OF TRUTH OR CONSEQUENCES, GO NORTHWEST FOR
 DS1457'0.3 KM (0.2 MI) ON HIGHWAY 52 TO A ROAD RIGHT (EXIT RAMP FROM
 DS1457'INTERSTATE FOR SOUTHBOUND TRAFFIC).
 DS1457'CONTINUE STRAIGHT AHEAD AND GO NORTHWEST FOR
 DS1457'1.4 KM (0.9 MI) ON HIGHWAY 52 TO AIRPORT ROAD (DIRT) ON THE
 DS1457'LEFT.
 DS1457'TURN LEFT AND GO WEST FOR 0.4 KM (0.25 MI) ON AIRPORT ROAD TO THE
 DS1457'TERMINAL BUILDING.
 DS1457'TURN RIGHT AND GO NORTHERLY FOR 0.1 KM (0.05 MI) TO A GATE ON LEFT.
 DS1457'TURN LEFT AND GO WEST, PASSING THROUGH GATE, FOR 0.1 KM (0.05 MI) TO
 DS1457'THE TAXIWAY.
 DS1457'TURN LEFT AND GO SOUTH FOR 0.5 KM (0.3 MI) ON THE TAXIWAY TO THE
 DS1457'STATION ON THE LEFT.
 DS1457'
 DS1457'THE STATION IS A PUNCH MARK ON TOP OF A STAINLESS STEEL ROD
 DS1457'THAT IS ---UNSTAMPED---,
 DS1457'DRIVEN TO A DEPTH OF 3.7 METERS (12.0 FT), RECESSED 10 CM BELOW
 DS1457'GROUND, INSIDE A GREASE-FILLED SLEEVE EXTENDING TO A DEPTH OF 0.9
 DS1457'METERS (3.0 FT), ENCASED IN A PVC PIPE WITH NGS LOGO FLANGE
 DS1457'STAMPED---AIRPORT 1954 AZ MK 2 1987---, FLUSH WITH GROUND.  LOCATED
 DS1457'25.4 METERS (83.3 FT) NORTHWEST FROM THE APPROXIMATE CENTER OF
 DS1457'DIRT RUNWAY 07-25,
 DS1457'21.3 METERS (69.9 FT) SOUTHEAST FROM THE TAXIWAY CENTER AT THE STOP
 DS1457'LINE,
 DS1457'13.8 METERS (45.3 FT) EAST-NORTHEAST FROM THE APPROXIMATE CENTER
 DS1457'OF PAVED TAXIWAY,
 DS1457'1.7 METERS (5.6 FT) SOUTH FROM A CARSONITE WITNESS POST,
 DS1457'1.6 METERS (5.2 FT) EAST FROM A CARSONITE WITNESS POST AND
 DS1457'1.6 METERS (5.2 FT) WEST FROM A CARSONITE WITNESS POST.
 DS1457'
 DS1457'NEW MEXICO FAA - FEBRUARY, 1988.
 DS1457'
 DS1457'THIS STATION SUITABLE FOR GPS SURVEYS.
 DS1457'
 DS1457'DESCRIBED BY S.E. RANDALL.
 DS1457
 DS1457                          STATION RECOVERY (1996)
 DS1457
 DS1457'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (KB)
 DS1457'RECOVERED AS DESCRIBED IN GOOD CONDITION. FOR ACCESS CONTACT -- CITY
 DS1457'OF TRUTH OR CONSEQUENCES, KENNY SCHAAF - ENCHANTMENT AVIATION, INC.,
 DS1457'PHONE (505) 894-6199 THE STATION IS DESIGNATED AS A PRIMARY AIRPORT
 DS1457'CONTROL STATION (PACS) - NEW MEXICO ANA SURVEYS 1996
 DS1457
 DS1457                          STATION RECOVERY (1997)
 DS1457
 DS1457'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (SER)
 DS1457'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0737 ***********************************************************************
 CW0737  DESIGNATION -  AIRPORT BCN ARTESIA APT
 CW0737  PID         -  CW0737
 CW0737  STATE/COUNTY-  NM/EDDY
 CW0737  USGS QUAD   -  ARTESIA (1975)
 CW0737
 CW0737                         *CURRENT SURVEY CONTROL
 CW0737  ___________________________________________________________________
 CW0737* NAD 83(1992)-  32 51 09.71651(N)    104 27 45.04294(W)     ADJUSTED  
 CW0737* NAVD 88     -                                                        
 CW0737  ___________________________________________________________________
 CW0737  LAPLACE CORR-          -1.84  (seconds)                    DEFLEC99
 CW0737  GEOID HEIGHT-         -23.08  (meters)                     GEOID03
 CW0737
 CW0737  HORZ ORDER  -  THIRD
 CW0737
 CW0737.This mark is at Artesia Airport (ATS)
 CW0737
 CW0737.The horizontal coordinates were established by classical geodetic methods
 CW0737.and adjusted by the National Geodetic Survey in December 1993..
 CW0737
 CW0737
 CW0737.The Laplace correction was computed from DEFLEC99 derived deflections.
 CW0737
 CW0737.The geoid height was determined by GEOID03.
 CW0737
 CW0737;                    North         East     Units Scale Factor Converg.
 CW0737;SPC NM E     -   205,426.296   152,908.920   MT  0.99991089   -0 04 12.3
 CW0737;SPC NM E     -   673,969.44    501,668.68   sFT  0.99991089   -0 04 12.3
 CW0737;UTM  13      - 3,635,085.311   550,293.469   MT  0.99963119   +0 17 29.7
 CW0737
 CW0737                          SUPERSEDED SURVEY CONTROL
 CW0737
 CW0737  NAD 83(1986)-  32 51 09.72175(N)    104 27 45.03133(W) AD(       ) 4
 CW0737  NAD 27      -  32 51 09.32415(N)    104 27 43.14589(W) AD(       ) 3
 CW0737
 CW0737.Superseded values are not recommended for survey control.
 CW0737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0737.See file dsdata.txt to determine how the superseded data were derived.
 CW0737
 CW0737_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES5029335085(NAD 83)
 CW0737_MARKER: 21 = AIRPORT BEACON
 CW0737
 CW0737  HISTORY     - Date     Condition        Report By
 CW0737  HISTORY     - 1975     FIRST OBSERVED   NGS
 CW0737
 CW0737                          STATION DESCRIPTION
 CW0737
 CW0737'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (JRS)
 CW0737'THE STATION, AIRPORT BEACON ARTESIA AIRPORT, IS THE CENTER
 CW0737'OF THE ROTATING BEACON MOUNTED ATOP A FOUR LEGGED SELF-SUPPORTING
 CW0737'TOWER THAT IS PAINTED RED AND WHITE.  THE STRUCTURE HAS AN OVERALL
 CW0737'HEIGHT OF ABOUT 50 FEET, OWNED BY THE CITY OF ARTESIA.  LOCATED AT
 CW0737'THE AIRPORT ABOUT 3.5 MILE WEST OF ARTESIA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0850 ***********************************************************************
 CV0850  DESIGNATION -  AIRPORT BCN HOBBS APT
 CV0850  PID         -  CV0850
 CV0850  STATE/COUNTY-  NM/LEA
 CV0850  USGS QUAD   -  HOBBS WEST (1979)
 CV0850
 CV0850                         *CURRENT SURVEY CONTROL
 CV0850  ___________________________________________________________________
 CV0850* NAD 83(1992)-  32 41 32.38500(N)    103 12 52.47391(W)     ADJUSTED  
 CV0850* NAVD 88     -                                                        
 CV0850  ___________________________________________________________________
 CV0850  LAPLACE CORR-           1.57  (seconds)                    DEFLEC99
 CV0850  GEOID HEIGHT-         -21.66  (meters)                     GEOID03
 CV0850
 CV0850  HORZ ORDER  -  THIRD
 CV0850
 CV0850.This mark is at Lea Co (HOBBS) Airport (HOB)
 CV0850
 CV0850.The horizontal coordinates were established by classical geodetic methods
 CV0850.and adjusted by the National Geodetic Survey in December 1993..
 CV0850
 CV0850
 CV0850.The Laplace correction was computed from DEFLEC99 derived deflections.
 CV0850
 CV0850.The geoid height was determined by GEOID03.
 CV0850
 CV0850;                    North         East     Units Scale Factor Converg.
 CV0850;SPC NM E     -   188,188.675   269,906.087   MT  1.00004475   +0 36 15.6
 CV0850;SPC NM E     -   617,415.68    885,516.89   sFT  1.00004475   +0 36 15.6
 CV0850;UTM  13      - 3,618,588.203   667,374.705   MT  0.99994545   +0 57 52.5
 CV0850
 CV0850                          SUPERSEDED SURVEY CONTROL
 CV0850
 CV0850  NAD 83(1986)-  32 41 32.39340(N)    103 12 52.47330(W) AD(       ) 4
 CV0850  NAD 27      -  32 41 31.95438(N)    103 12 50.70858(W) AD(       ) 3
 CV0850
 CV0850.Superseded values are not recommended for survey control.
 CV0850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0850.See file dsdata.txt to determine how the superseded data were derived.
 CV0850
 CV0850_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFS6737518588(NAD 83)
 CV0850_MARKER: 21 = AIRPORT BEACON
 CV0850_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CV0850+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2004
 CV0850
 CV0850  HISTORY     - Date     Condition        Report By
 CV0850  HISTORY     - 1975     FIRST OBSERVED   NGS
 CV0850  HISTORY     - 20040827 GOOD             USPSQD
 CV0850
 CV0850                          STATION DESCRIPTION
 CV0850
 CV0850'DESCRIBED BY US POWER SQUADRON 2004 (KFJ)
 CV0850'THE BEACON IS MOUNTED ON THE FLAT ROOF OF THE CONTROL TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS1392 ***********************************************************************
 DS1392  DESIGNATION -  AIRPORT BCN TRUTH CONSEQ APT
 DS1392  PID         -  DS1392
 DS1392  STATE/COUNTY-  NM/SIERRA
 DS1392  USGS QUAD   -  CUCHILLO (1980)
 DS1392
 DS1392                         *CURRENT SURVEY CONTROL
 DS1392  ___________________________________________________________________
 DS1392* NAD 83(1992)-  33 14 15.08543(N)    107 16 05.67940(W)     ADJUSTED  
 DS1392* NAVD 88     -                                                        
 DS1392  ___________________________________________________________________
 DS1392  LAPLACE CORR-          -0.87  (seconds)                    DEFLEC99
 DS1392  GEOID HEIGHT-         -23.20  (meters)                     GEOID03
 DS1392
 DS1392  HORZ ORDER  -  THIRD
 DS1392
 DS1392.This mark is at Truth Or Consequences Airport (TCS)
 DS1392
 DS1392.The horizontal coordinates were established by classical geodetic methods
 DS1392.and adjusted by the National Geodetic Survey in December 1993..
 DS1392
 DS1392
 DS1392.The Laplace correction was computed from DEFLEC99 derived deflections.
 DS1392
 DS1392.The geoid height was determined by GEOID03.
 DS1392
 DS1392;                    North         East     Units Scale Factor Converg.
 DS1392;SPC NM W     -   248,238.334   882,663.389   MT  0.99995085   +0 18 35.1
 DS1392;SPC NM W     -   814,428.60  2,895,871.47   sFT  0.99995085   +0 18 35.1
 DS1392;UTM  13      - 3,679,913.016   288,657.434   MT  1.00015073   -1 14 37.4
 DS1392
 DS1392                          SUPERSEDED SURVEY CONTROL
 DS1392
 DS1392  NAD 83(1986)-  33 14 15.09461(N)    107 16 05.68294(W) AD(       ) 4
 DS1392  NAD 27      -  33 14 14.83026(N)    107 16 03.56444(W) AD(       ) 3
 DS1392
 DS1392.Superseded values are not recommended for survey control.
 DS1392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS1392.See file dsdata.txt to determine how the superseded data were derived.
 DS1392
 DS1392_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBS8865779913(NAD 83)
 DS1392_MARKER: 21 = AIRPORT BEACON
 DS1392
 DS1392  HISTORY     - Date     Condition        Report By
 DS1392  HISTORY     - 1954     FIRST OBSERVED   CGS
 DS1392  HISTORY     - 1966     GOOD             CGS
 DS1392
 DS1392                          STATION DESCRIPTION
 DS1392
 DS1392'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (WRH)
 DS1392'THE STATION IS OF STEEL CONSTRUCTION, HAS A 10 FOOT BASE, IS
 DS1392'50 FEET HIGH, AND IS PAINTED ALTERNATELY ORANGE AND WHITE.
 DS1392'
 DS1392'THE POINT OF INTERSECTION WAS THE CENTER OF THE REVOLVING LIGHT.
 DS1392
 DS1392                          STATION RECOVERY (1966)
 DS1392
 DS1392'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (ANP)
 DS1392'THE STATION RECOVERED AS PREVIOUSLY DESCRIBED IN 1954.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0756 ***********************************************************************
 EQ0756  DESIGNATION -  AIRPORT BEACON SOCORRO MUN APT
 EQ0756  PID         -  EQ0756
 EQ0756  STATE/COUNTY-  NM/SOCORRO
 EQ0756  USGS QUAD   -  SOCORRO (1979)
 EQ0756
 EQ0756                         *CURRENT SURVEY CONTROL
 EQ0756  ___________________________________________________________________
 EQ0756* NAD 83(1992)-  34 01 19.34894(N)    106 53 47.85776(W)     ADJUSTED  
 EQ0756* NAVD 88     -                                                        
 EQ0756  ___________________________________________________________________
 EQ0756  LAPLACE CORR-          -1.44  (seconds)                    DEFLEC99
 EQ0756  GEOID HEIGHT-         -22.24  (meters)                     GEOID03
 EQ0756
 EQ0756  HORZ ORDER  -  THIRD
 EQ0756
 EQ0756.The horizontal coordinates were established by classical geodetic methods
 EQ0756.and adjusted by the National Geodetic Survey in December 1993..
 EQ0756
 EQ0756
 EQ0756.The Laplace correction was computed from DEFLEC99 derived deflections.
 EQ0756
 EQ0756.The geoid height was determined by GEOID03.
 EQ0756
 EQ0756;                    North         East     Units Scale Factor Converg.
 EQ0756;SPC NM C     -   335,287.040   440,282.417   MT  0.99994395   -0 21 42.5
 EQ0756;SPC NM C     - 1,100,020.90  1,444,493.23   sFT  0.99994395   -0 21 42.5
 EQ0756;UTM  13      - 3,766,221.920   324,883.789   MT  0.99997803   -1 03 41.2
 EQ0756
 EQ0756                          SUPERSEDED SURVEY CONTROL
 EQ0756
 EQ0756  NAD 83(1986)-  34 01 19.35582(N)    106 53 47.85999(W) AD(       ) 4
 EQ0756  NAD 27      -  34 01 19.11200(N)    106 53 45.75300(W) AD(       ) 3
 EQ0756
 EQ0756.Superseded values are not recommended for survey control.
 EQ0756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0756.See file dsdata.txt to determine how the superseded data were derived.
 EQ0756
 EQ0756_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT2488466222(NAD 83)
 EQ0756_MARKER: 21 = AIRPORT BEACON
 EQ0756
 EQ0756  HISTORY     - Date     Condition        Report By
 EQ0756  HISTORY     - 1954     FIRST OBSERVED   CGS
 EQ0756
 EQ0756                          STATION DESCRIPTION
 EQ0756
 EQ0756'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (WRH)
 EQ0756'THE CENTER OF THE REVOLVING LIGHT OF THE SOCORRO MUNICIPAL
 EQ0756'AIRPORT BEACON LOCATED THREE MILES SOUTH OF THE CITY OF
 EQ0756'SOCORRO ON THE WEST SIDE OF U.S. HIGHWAY 85.  THE LIGHT IS
 EQ0756'RAISED ON A TOWER ABOUT 40 FEET HIGH OF STRUCTURAL STEEL,
 EQ0756'ABOUT 10 FEET SQUARE AT THE BASE AND TAPERING TO A RAILED-IN
 EQ0756'PLATFORM JUST BELOW THE LIGHT.  IT IS PAINTED IN ALTERNATE
 EQ0756'BANDS OF ORANGE AND WHITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS1006 ***********************************************************************
 DS1006  DESIGNATION -  AIRPORT RM 1
 DS1006  PID         -  DS1006
 DS1006  STATE/COUNTY-  NM/SIERRA
 DS1006  USGS QUAD   -  CUCHILLO (1980)
 DS1006
 DS1006                         *CURRENT SURVEY CONTROL
 DS1006  ___________________________________________________________________
 DS1006* NAD 83(1986)-  33 14 19.     (N)    107 15 56.     (W)     SCALED    
 DS1006* NAVD 88     -      1467.036  (meters)    4813.10   (feet)  ADJUSTED  
 DS1006  ___________________________________________________________________
 DS1006  GEOID HEIGHT-         -23.20  (meters)                     GEOID03
 DS1006  DYNAMIC HT  -        1464.880 (meters)    4806.03  (feet)  COMP
 DS1006  MODELED GRAV-     979,116.2   (mgal)                       NAVD 88
 DS1006
 DS1006  VERT ORDER  -  FIRST     CLASS II
 DS1006
 DS1006.This mark is at Truth Or Consequences Airport (TCS)
 DS1006
 DS1006.The horizontal coordinates were scaled from a topographic map and have
 DS1006.an estimated accuracy of +/- 6 seconds.
 DS1006
 DS1006.The orthometric height was determined by differential leveling
 DS1006.and adjusted by the National Geodetic Survey in June 1991..
 DS1006
 DS1006.The geoid height was determined by GEOID03.
 DS1006
 DS1006.The dynamic height is computed by dividing the NAVD 88
 DS1006.geopotential number by the normal gravity value computed on the
 DS1006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS1006.degrees latitude (g = 980.6199 gals.).
 DS1006
 DS1006.The modeled gravity was interpolated from observed gravity values.
 DS1006
 DS1006;                    North         East    Units  Estimated Accuracy
 DS1006;SPC NM W     -   248,360.      882,910.      MT  (+/- 180 meters Scaled)
 DS1006
 DS1006                          SUPERSEDED SURVEY CONTROL
 DS1006
 DS1006.No superseded survey control is available for this station.
 DS1006
 DS1006_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBS889800(NAD 83)
 DS1006_MARKER: DR = REFERENCE MARK DISK
 DS1006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS1006_SP_SET: CONCRETE POST
 DS1006_STAMPING: AIRPORT NO 1 1954
 DS1006_MARK LOGO: CGS   
 DS1006_PROJECTION: PROJECTING 8 CENTIMETERS
 DS1006_MAGNETIC: N = NO MAGNETIC MATERIAL
 DS1006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS1006+STABILITY: SURFACE MOTION
 DS1006
 DS1006  HISTORY     - Date     Condition        Report By
 DS1006  HISTORY     - 1954     MONUMENTED       CGS
 DS1006  HISTORY     - 1980     GOOD             NGS
 DS1006  HISTORY     - 19960606 GOOD             CHANCE
 DS1006
 DS1006                          STATION DESCRIPTION
 DS1006
 DS1006'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 DS1006'12.4 KM NW FROM TRUTH OR CONSEQUENCES.
 DS1006'12.4 KILOMETERS (7.7 MILES) NORTH AND NORTHWEST ALONG U.S. HIGHWAY
 DS1006'85 (DATE STREET) FROM THE SIERRA COUNTY COURTHOUSE IN TRUTH OR
 DS1006'CONSEQUENCES, AT A GRAVEL ROAD LEADING WEST TO THE TRUTH OR
 DS1006'CONSEQUENCES MUNICIPAL AIRPORT, 58.6 METERS (192.0 FEET)
 DS1006'EAST-NORTHEAST OF THE STATION MARK, 32.0 METERS (105.0 FEET)
 DS1006'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 0.9 METER (3.0 FEET)
 DS1006'SOUTHEAST OF THE EXTENDED CENTER OF THE ROAD AND 0.3 METER (1.0 FOOT)
 DS1006'SOUTHWEST OF A RIGHT OF WAY FENCE.
 DS1006'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 DS1006
 DS1006                          STATION RECOVERY (1996)
 DS1006
 DS1006'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (KAL)
 DS1006'RECOVERY NOTE BY CHANCE 1996 RECOVERED IN GOOD CONDITION.  A NEW AND
 DS1006'COMPLETE DESCRIPTION FOLLOWS THE STATION IS LOCATED APPROXIMATELY 10.0
 DS1006'KM (6.20 MI) NORTH OF THE CITY OF TRUTH OR CONSEQUENCES AND 0.5 KM
 DS1006'(0.30 MI) WEST OF STATE HIGHWAY 52 AT THE TRUTH OR CONSEQUENCES
 DS1006'MUNICIPAL AIRPORT.  OWNERSHIP -- CITY OF TRUTH OR CONSEQUENCES, KENNY
 DS1006'SCHAAF - ENCHANTMENT AVIATION, INC., PHONE (505) 894-6199 TO REACH THE
 DS1006'STATION FROM THE INTERSECTION OF INTERSTATE HIGHWAY 25 AND STATE
 DS1006'HIGHWAY 52 (EXIT 83 ALONG INTERSTATE HIGHWAY 25) NORTH OF TRUTH OR
 DS1006'CONSEQUENCES, PROCEED NORTHWEST ALONG STATE HIGHWAY 52 FOR 1.44 KM
 DS1006'(0.90 MI) TO THE STATION ON THE LEFT THE STATION IS A REFERENCE MARK
 DS1006'DISK SET INTO THE TOP OF A CONCRETE MONUMENT.  THE STATION IS LOACTED
 DS1006'58.6 M (192.3 FT) EAST-NORTHEAST OF THE STATION AIRPORT, 32.0 M (105.0
 DS1006'FT) NORTHEAST OF THE CENTERLINE OF STATE HIGHWAY 52, 0.9 M (3.0 FT)
 DS1006'SOUTHEAST OF THE CENTER OF THE AIRPORT ROAD, AND 0.3 M (1.0 FT)
 DS1006'SOUTHWEST OF THE RIGHT-OF-WAY FENCE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0852 ***********************************************************************
 CV0852  DESIGNATION -  AIRPORT RM 2
 CV0852  PID         -  CV0852
 CV0852  STATE/COUNTY-  NM/LEA
 CV0852  USGS QUAD   -  HOBBS WEST (1979)
 CV0852
 CV0852                         *CURRENT SURVEY CONTROL
 CV0852  ___________________________________________________________________
 CV0852* NAD 83(1992)-  32 41 32.80544(N)    103 12 53.91394(W)     ADJUSTED  
 CV0852* NAVD 88     -      1112.81   (+/-2cm)    3650.9    (feet)  VERTCON   
 CV0852  ___________________________________________________________________
 CV0852  LAPLACE CORR-           1.58  (seconds)                    DEFLEC99
 CV0852  GEOID HEIGHT-         -21.66  (meters)                     GEOID03
 CV0852
 CV0852  HORZ ORDER  -  FIRST
 CV0852  VERT ORDER  -  THIRD ? (See Below)
 CV0852
 CV0852.This mark is at Lea Co (HOBBS) Airport (HOB)
 CV0852
 CV0852.The horizontal coordinates were established by classical geodetic methods
 CV0852.and adjusted by the National Geodetic Survey in December 1993..
 CV0852
 CV0852.The NAVD 88 height was computed by applying the VERTCON shift value to
 CV0852.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CV0852.The vertical order pertains to the NGVD 29 superseded value.
 CV0852
 CV0852.The Laplace correction was computed from DEFLEC99 derived deflections.
 CV0852
 CV0852.The geoid height was determined by GEOID03.
 CV0852
 CV0852;                    North         East     Units Scale Factor Converg.
 CV0852;SPC NM E     -   188,201.231   269,868.440   MT  1.00004465   +0 36 14.8
 CV0852;SPC NM E     -   617,456.87    885,393.37   sFT  1.00004465   +0 36 14.8
 CV0852;UTM  13      - 3,618,600.521   667,336.984   MT  0.99994529   +0 57 51.7
 CV0852
 CV0852!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CV0852!SPC NM E     -   0.99982871  x   1.00004465  =   0.99987335
 CV0852!UTM  13      -   0.99982871  x   0.99994529  =   0.99977401
 CV0852
 CV0852:                Primary Azimuth Mark                     Grid Az
 CV0852:SPC NM E     -  LLANO                                    019 25 54.6
 CV0852:UTM  13      -  LLANO                                    019 04 17.7
 CV0852
 CV0852|---------------------------------------------------------------------|
 CV0852| PID    Reference Object                     Distance      Geod. Az  |
 CV0852|                                                           dddmmss.s |
 CV0852| CV0840 LLANO                               APPROX. 8.1 KM 0200209.4 |
 CV0852| CV0851 AIRPORT                              33.213 METERS 17528     |
 CV0852|---------------------------------------------------------------------|
 CV0852
 CV0852                          SUPERSEDED SURVEY CONTROL
 CV0852
 CV0852  NAD 83(1986)-  32 41 32.81416(N)    103 12 53.91292(W) AD(       ) 1
 CV0852  NAD 27      -  32 41 32.38804(N)    103 12 52.12905(W) AD(       ) 1
 CV0852  NGVD 29 (07/19/86) 1112.42   (m)         3649.7    (f) LEVELING    3  
 CV0852
 CV0852.Superseded values are not recommended for survey control.
 CV0852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0852.See file dsdata.txt to determine how the superseded data were derived.
 CV0852
 CV0852_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFS6733718601(NAD 83)
 CV0852_MARKER: DS = TRIANGULATION STATION DISK
 CV0852_SETTING: 0 = UNSPECIFIED SETTING
 CV0852_MARK LOGO: NGS   
 CV0852_MAGNETIC: N = NO MAGNETIC MATERIAL
 CV0852_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CV0852
 CV0852  HISTORY     - Date     Condition        Report By
 CV0852  HISTORY     - 1975     MONUMENTED       NGS
 CV0852  HISTORY     - 19960115 GOOD             CHANCE
 CV0852
 CV0852                          STATION DESCRIPTION
 CV0852
 CV0852'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 CV0852'STATION AIRPORT IS LOCATED AT THE LEA COUNTY AIRPORT, ABOUT 4.5
 CV0852'MILES WEST OF HOBBS.
 CV0852'
 CV0852'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED AIRPORT NO 2 1975,
 CV0852'CEMENTED IN A DRILL HOLE IN A SIDEWALK.  IT IS 59.0 FEET WEST OF THE
 CV0852'NORTHWEST CORNER OF THE TERMINAL, 71.6 FEET WEST-NORTHWEST OF THE
 CV0852'SOUTHWEST CORNER OF THE TERMINAL AND ABOUT THE SAME ELEVATION AS
 CV0852'STATION AIRPORT.
 CV0852
 CV0852                          STATION RECOVERY (1996)
 CV0852
 CV0852'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (KAL)
 CV0852'RECOVERY NOTE BY CHANCE 1996 RECOVERED IN GOOD CONDITION.  A NEW AND
 CV0852'COMPLETE DESCRIPTION FOLLOWS THE STATION IS LOCATED APPROXIMATELY 8.0
 CV0852'KM (4.95 MI) WEST-SOUTHWEST OF THE CITY OF HOBBS AT THE LEA
 CV0852'COUNTY/HOBBS AIRPORT.  OWNERSHIP -- LEA COUNTY, BILL GATCHELL -
 CV0852'AIRPORT MANAGER, PHONE (505) 393-4943 TO REACH THE STATION FROM THE
 CV0852'JUNCTION OF US HIGHWAY 62/180 AND STATE HIGHWAY 18 IN HOBBS, PROCEED
 CV0852'WEST ON US HIGHWAY 62/180 FOR 8.0 KM (4.95 MI) TO THE AIRPORT ROAD ON
 CV0852'THE LEFT.  TURN LEFT AND GO SOUTH ALONG THE AIRPORT ROAD FOR 0.3 KM
 CV0852'(0.20 MI) TO THE AIRPORT TERMINAL BUILDING AND THE STATION WEST OF THE
 CV0852'NORTHWEST CORNER OF THE TERMINAL BUILDING THE STATION IS A
 CV0852'TRIANGULATION STATION DISK SET INTO A DRILL HOLE IN A SIDEWALK.  THE
 CV0852'STATION IS LOCATED 21.8 M (71.5 FT) WEST-NORTHWEST OF THE SOUTHWEST
 CV0852'CORNER OF THE TERMINAL BUILDING, AND 18.0 M (59.1 FT) WEST OF THE
 CV0852'NORTHWEST CORNER OF THE TERMINAL BUILDING
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0918 ***********************************************************************
 EQ0918  DESIGNATION -  AIRWAY BCN 20 5 MI SE OF BELEN
 EQ0918  PID         -  EQ0918
 EQ0918  STATE/COUNTY-  NM/VALENCIA
 EQ0918  USGS QUAD   -  TURN (1991)
 EQ0918
 EQ0918                         *CURRENT SURVEY CONTROL
 EQ0918  ___________________________________________________________________
 EQ0918* NAD 83(1992)-  34 37 17.00887(N)    106 42 28.32591(W)     ADJUSTED  
 EQ0918* NAVD 88     -                                                        
 EQ0918  ___________________________________________________________________
 EQ0918  LAPLACE CORR-           4.53  (seconds)                    DEFLEC99
 EQ0918  GEOID HEIGHT-         -21.77  (meters)                     GEOID03
 EQ0918
 EQ0918  HORZ ORDER  -  THIRD
 EQ0918
 EQ0918.The horizontal coordinates were established by classical geodetic methods
 EQ0918.and adjusted by the National Geodetic Survey in December 1993..
 EQ0918
 EQ0918
 EQ0918.The Laplace correction was computed from DEFLEC99 derived deflections.
 EQ0918
 EQ0918.The geoid height was determined by GEOID03.
 EQ0918
 EQ0918;                    North         East     Units Scale Factor Converg.
 EQ0918;SPC NM C     -   401,671.980   458,014.469   MT  0.99992172   -0 15 36.5
 EQ0918;SPC NM C     - 1,317,818.82  1,502,669.14   sFT  0.99992172   -0 15 36.5
 EQ0918;SPC NM W     -   402,159.307   933,206.403   MT  1.00004791   +0 38 22.2
 EQ0918;SPC NM W     - 1,319,417.66  3,061,694.67   sFT  1.00004791   +0 38 22.2
 EQ0918;UTM  13      - 3,832,384.123   343,431.475   MT  0.99990215   -0 58 13.9
 EQ0918
 EQ0918                          SUPERSEDED SURVEY CONTROL
 EQ0918
 EQ0918  NAD 83(1986)-  34 37 17.01414(N)    106 42 28.32580(W) AD(       ) 4
 EQ0918  NAD 27      -  34 37 16.79636(N)    106 42 26.23429(W) AD(       ) 3
 EQ0918
 EQ0918.Superseded values are not recommended for survey control.
 EQ0918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0918.See file dsdata.txt to determine how the superseded data were derived.
 EQ0918
 EQ0918_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU4343132384(NAD 83)
 EQ0918_MARKER: 22 = AIRWAY BEACON
 EQ0918
 EQ0918  HISTORY     - Date     Condition        Report By
 EQ0918  HISTORY     - 1946     FIRST OBSERVED   CGS
 EQ0918  HISTORY     - 1954     GOOD             CGS
 EQ0918  HISTORY     - 1959     GOOD             CGS
 EQ0918
 EQ0918                          STATION DESCRIPTION
 EQ0918
 EQ0918'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAE)
 EQ0918'THIS AIRWAY BEACON IS ON THE NE SIDE OF THE BECKER-BELEN
 EQ0918'ROAD, 5.2 MILES BY ROAD FROM THE BECKER-DALIES COMPANY IN
 EQ0918'BELEN.
 EQ0918'
 EQ0918'IT IS 54 FEET HIGH TO THE CENTER OF THE LAMP, HAS A 2-FOOT
 EQ0918'LAMP FLASHING CLEAR, AND WITH RED COURSE LIGHTS SENDING THE
 EQ0918'LETTER M.  IT IS 133 FEET NE OF THE CENTER OF THE GRADED
 EQ0918'ROAD AND 666.1 FEET SSW OF TRIANGULATION STATION BELENBECK.
 EQ0918'THE AZIMUTH MARK FOR THIS STATION IS CENTERED UNDERNEATH
 EQ0918'THE BEACON.  IT IS SET IN A SQUARE CONCRETE POST PROJECTING
 EQ0918'ABOUT 4 INCHES ABOVE THE GROUND.
 EQ0918
 EQ0918                          STATION RECOVERY (1954)
 EQ0918
 EQ0918'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (WRH)
 EQ0918'THE BEACON IS LOCATED ABOUT 5 MILES SOUTHEAST OF BELEN, AND
 EQ0918'ABOUT 2 MILES EAST OF THE RIO GRANDE.
 EQ0918'
 EQ0918'THE BEACON IS A STANDARD BEACON MOUNTED ON TOP OF A FOUR
 EQ0918'LEGGED STEEL TOWER THAT IS ABOUT 60 FEET HIGH.  THE FLASHING
 EQ0918'LIGHT WAS INTERSECTED.
 EQ0918'
 EQ0918'PROBABLY THE SAME AS EL PASO-PUEBLO AIRWAY BEACON NO. 20., 1946
 EQ0918
 EQ0918                          STATION RECOVERY (1959)
 EQ0918
 EQ0918'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (JCS)
 EQ0918'RECOVERED AS DESCRIBED.  THE 1946 DESCRIPTION IS ADAQUATE
 EQ0918'FOR A QUICK RECOVERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1695 ***********************************************************************
 FO1695  DESIGNATION -  AIRWAY BEACON 68
 FO1695  PID         -  FO1695
 FO1695  STATE/COUNTY-  NM/VALENCIA
 FO1695  USGS QUAD   -  LA MESITA NEGRA (1990)
 FO1695
 FO1695                         *CURRENT SURVEY CONTROL
 FO1695  ___________________________________________________________________
 FO1695* NAD 83(1992)-  35 01 49.75440(N)    106 58 34.49946(W)     ADJUSTED  
 FO1695* NAVD 88     -                                                        
 FO1695  ___________________________________________________________________
 FO1695  LAPLACE CORR-          -2.03  (seconds)                    DEFLEC99
 FO1695  GEOID HEIGHT-         -21.43  (meters)                     GEOID03
 FO1695
 FO1695  HORZ ORDER  -  THIRD
 FO1695
 FO1695.The horizontal coordinates were established by classical geodetic methods
 FO1695.and adjusted by the National Geodetic Survey in December 1993..
 FO1695
 FO1695
 FO1695.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1695
 FO1695.The geoid height was determined by GEOID03.
 FO1695
 FO1695;                    North         East     Units Scale Factor Converg.
 FO1695;SPC NM C     -   447,197.253   433,732.597   MT  0.99995410   -0 25 00.8
 FO1695;SPC NM C     - 1,467,179.65  1,423,004.36   sFT  0.99995410   -0 25 00.8
 FO1695;UTM  13      - 3,878,209.105   319,718.551   MT  1.00000058   -1 08 04.9
 FO1695
 FO1695                          SUPERSEDED SURVEY CONTROL
 FO1695
 FO1695  NAD 83(1992)-  35 01 49.75750(N)    106 58 34.49949(W) AD(       ) 4
 FO1695
 FO1695.Superseded values are not recommended for survey control.
 FO1695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1695.See file dsdata.txt to determine how the superseded data were derived.
 FO1695
 FO1695_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU1971978209(NAD 83)
 FO1695_MARKER: 22 = AIRWAY BEACON
 FO1695
 FO1695  HISTORY     - Date     Condition        Report By
 FO1695  HISTORY     - 1952     FIRST OBSERVED   USGS
 FO1695
 FO1695                          STATION DESCRIPTION
 FO1695
 FO1695'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 FO1695'AIRWAY BEACON 68 IS APPROXIMATELY 14 MI. W. OF ALBUQUERQUE AND 0.25
 FO1695'MI. N. OF HIGHWAY 66.
 FO1695'
 FO1695'THIS BEACON WAS FORMERLY BEACON NO. 69.  OLD BEACON 68 WAS REMOVED
 FO1695'THEREFORE THE BEACONS WERE RENUMBERED.
 FO1695'
 FO1695'STATION MARK--CENTER OF AIRWAY BEACON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM1009 ***********************************************************************
 FM1009  DESIGNATION -  AIRWAY BN 87A SE OF TUCUMCARI
 FM1009  PID         -  FM1009
 FM1009  STATE/COUNTY-  NM/QUAY
 FM1009  USGS QUAD   -  TUCUMCARI (1967)
 FM1009
 FM1009                         *CURRENT SURVEY CONTROL
 FM1009  ___________________________________________________________________
 FM1009* NAD 83(1992)-  35 08 03.57223(N)    103 41 56.14190(W)     ADJUSTED  
 FM1009* NAVD 88     -                                                        
 FM1009  ___________________________________________________________________
 FM1009  LAPLACE CORR-          -2.13  (seconds)                    DEFLEC99
 FM1009  GEOID HEIGHT-         -23.34  (meters)                     GEOID03
 FM1009
 FM1009  HORZ ORDER  -  THIRD
 FM1009
 FM1009.The horizontal coordinates were established by classical geodetic methods
 FM1009.and adjusted by the National Geodetic Survey in December 1993..
 FM1009
 FM1009
 FM1009.The Laplace correction was computed from DEFLEC99 derived deflections.
 FM1009
 FM1009.The geoid height was determined by GEOID03.
 FM1009
 FM1009;                    North         East     Units Scale Factor Converg.
 FM1009;SPC NM E     -   458,663.425   222,814.018   MT  0.99995027   +0 21 54.4
 FM1009;SPC NM E     - 1,504,798.25    731,015.66   sFT  0.99995027   +0 21 54.4
 FM1009;UTM  13      - 3,888,714.030   618,534.068   MT  0.99977316   +0 44 55.9
 FM1009
 FM1009                          SUPERSEDED SURVEY CONTROL
 FM1009
 FM1009  NAD 83(1986)-  35 08 03.58284(N)    103 41 56.13730(W) AD(       ) 4
 FM1009  NAD 27      -  35 08 03.37900(N)    103 41 54.26300(W) AD(       ) 3
 FM1009
 FM1009.Superseded values are not recommended for survey control.
 FM1009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM1009.See file dsdata.txt to determine how the superseded data were derived.
 FM1009
 FM1009_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFU1853488714(NAD 83)
 FM1009_MARKER: 22 = AIRWAY BEACON
 FM1009
 FM1009  HISTORY     - Date     Condition        Report By
 FM1009  HISTORY     - 1935     FIRST OBSERVED   CGS
 FM1009  HISTORY     - 1956     GOOD             CGS
 FM1009  HISTORY     - 1960     GOOD             CGS
 FM1009  HISTORY     - 19960623 MARK NOT FOUND   USPSQD
 FM1009
 FM1009                          STATION DESCRIPTION
 FM1009
 FM1009'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 FM1009'AIRWAY BEACON ON A 51-FOOT TOWER, ON THE SUMMIT OF TUCUMCARI
 FM1009'MOUNTAIN, IN SEC. 36, T. 11 N., R. 31 E.
 FM1009
 FM1009                          STATION RECOVERY (1956)
 FM1009
 FM1009'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (RER)
 FM1009'RECOVERED AS DESCRIBED.  DESCRIPTION ADEQUATE.
 FM1009'
 FM1009'NOTE--AIRWAY BEACON NO. 85 IS NOW DESIGNATED AS AIRWAY BEACON
 FM1009'NO. 87A.
 FM1009
 FM1009                          STATION RECOVERY (1960)
 FM1009
 FM1009'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HWK)
 FM1009'APPROXIMATELY 3 MILES SOUTHEAST OF TUCUMCARI, ON THE SUMMIT AND
 FM1009'NEAR THE NORTH END OF TUCUMCARI MOUNTAIN.
 FM1009'
 FM1009'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 FM1009'TUCUMCARI 2, DISTANCE BEING 21.572 METERS (70.77 FEET) SOUTHWEST
 FM1009'OF STATION TUCUMCARI 2.  THE CENTER OF THE BASE WAS THE POINT
 FM1009'TRAVERSED TO.
 FM1009'
 FM1009'NOTE--THIS BEACON WAS LISTED AS TUCUMCARI PEAK NO. 85, AIRWAY
 FM1009'BEACON IN 1935.  THE ONLY INFORMATION WE COULD GET WAS THAT THE
 FM1009'BEACON HAS BEEN CALLED 87A SINCE 1946.  PREVIOUS TO THAT WE COULD
 FM1009'NOT VERIFY.
 FM1009
 FM1009                          STATION RECOVERY (1996)
 FM1009
 FM1009'RECOVERY NOTE BY US POWER SQUADRON 1996
 FM1009'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1853 ***********************************************************************
 CX1853  DESIGNATION -  AKELA RAILROAD BLACK TANK
 CX1853  PID         -  CX1853
 CX1853  STATE/COUNTY-  NM/LUNA
 CX1853  USGS QUAD   -  AKELA (1972)
 CX1853
 CX1853                         *CURRENT SURVEY CONTROL
 CX1853  ___________________________________________________________________
 CX1853* NAD 83(1992)-  32 14 37.68218(N)    107 23 39.66239(W)     ADJUSTED  
 CX1853* NAVD 88     -                                                        
 CX1853  ___________________________________________________________________
 CX1853  LAPLACE CORR-           1.41  (seconds)                    DEFLEC99
 CX1853  GEOID HEIGHT-         -24.31  (meters)                     GEOID03
 CX1853
 CX1853  HORZ ORDER  -  THIRD
 CX1853
 CX1853.The horizontal coordinates were established by classical geodetic methods
 CX1853.and adjusted by the National Geodetic Survey in December 1993..
 CX1853
 CX1853
 CX1853.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1853
 CX1853.The geoid height was determined by GEOID03.
 CX1853
 CX1853;                    North         East     Units Scale Factor Converg.
 CX1853;SPC NM W     -   137,985.960   871,367.443   MT  0.99993776   +0 14 03.2
 CX1853;SPC NM W     -   452,708.94  2,858,811.35   sFT  0.99993776   +0 14 03.2
 CX1853;SPC NM C     -   138,473.716   392,161.490   MT  1.00004337   -0 36 38.1
 CX1853;SPC NM C     -   454,309.18  1,286,616.49   sFT  1.00004337   -0 36 38.1
 CX1853;UTM  13      - 3,569,975.366   274,412.767   MT  1.00022761   -1 16 40.7
 CX1853
 CX1853                          SUPERSEDED SURVEY CONTROL
 CX1853
 CX1853  NAD 83(1986)-  32 14 37.68636(N)    107 23 39.66492(W) AD(       ) 4
 CX1853  NAD 27      -  32 14 37.36616(N)    107 23 37.59155(W) AD(       ) 3
 CX1853
 CX1853.Superseded values are not recommended for survey control.
 CX1853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1853.See file dsdata.txt to determine how the superseded data were derived.
 CX1853
 CX1853_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBR7441369975(NAD 83)
 CX1853_MARKER: 51 = TANK
 CX1853
 CX1853  HISTORY     - Date     Condition        Report By
 CX1853  HISTORY     - 1945     FIRST OBSERVED   CGS
 CX1853
 CX1853                          STATION DESCRIPTION
 CX1853
 CX1853'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0616 ***********************************************************************
 GN0616  DESIGNATION -  AKIN
 GN0616  PID         -  GN0616
 GN0616  STATE/COUNTY-  NM/SAN JUAN
 GN0616  USGS QUAD   -  LYBROOK NW (1966)
 GN0616
 GN0616                         *CURRENT SURVEY CONTROL
 GN0616  ___________________________________________________________________
 GN0616* NAD 83(1992)-  36 10 23.68250(N)    107 40 46.94427(W)     ADJUSTED  
 GN0616* NAVD 88     -      2099.4    (meters)    6888.     (feet)  GPS OBS   
 GN0616  ___________________________________________________________________
 GN0616  X           -  -1,565,962.180 (meters)                     COMP
 GN0616  Y           -  -4,912,814.891 (meters)                     COMP
 GN0616  Z           -   3,744,953.559 (meters)                     COMP
 GN0616  LAPLACE CORR-           2.36  (seconds)                    DEFLEC99
 GN0616  ELLIP HEIGHT-        2078.76  (meters)          (08/10/04) GPS OBS
 GN0616  GEOID HEIGHT-         -20.61  (meters)                     GEOID03
 GN0616
 GN0616  HORZ ORDER  -  B
 GN0616  ELLP ORDER  -  FOURTH    CLASS I
 GN0616
 GN0616.The horizontal coordinates were established by GPS observations
 GN0616.and adjusted by the National Geodetic Survey in August 2004..
 GN0616
 GN0616.The orthometric height was determined by GPS observations and a
 GN0616.high-resolution geoid model.
 GN0616
 GN0616.Photographs are available for this station.
 GN0616
 GN0616.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GN0616
 GN0616.The Laplace correction was computed from DEFLEC99 derived deflections.
 GN0616
 GN0616.The ellipsoidal height was determined by GPS observations
 GN0616.and is referenced to NAD 83.
 GN0616
 GN0616.The geoid height was determined by GEOID03.
 GN0616
 GN0616;                    North         East     Units Scale Factor Converg.
 GN0616;SPC NM W     -   573,754.852   843,820.034   MT  0.99991902   +0 05 26.4
 GN0616;SPC NM W     - 1,882,394.04  2,768,432.89   sFT  0.99991902   +0 05 26.4
 GN0616;SPC NM C     -   574,681.600   371,383.682   MT  1.00010376   -0 50 38.3
 GN0616;SPC NM C     - 1,885,434.55  1,218,447.96   sFT  1.00010376   -0 50 38.3
 GN0616;UTM  13      - 4,006,492.122   258,986.875   MT  1.00031577   -1 34 56.6
 GN0616
 GN0616!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GN0616!SPC NM W     -   0.99967385  x   0.99991902  =   0.99959290
 GN0616!SPC NM C     -   0.99967385  x   1.00010376  =   0.99977758
 GN0616!UTM  13      -   0.99967385  x   1.00031577  =   0.99998952
 GN0616
 GN0616|---------------------------------------------------------------------|
 GN0616| PID    Reference Object                     Distance      Geod. Az  |
 GN0616|                                                           dddmmss.s |
 GN0616| CD3924 AKIN RM 1                             7.022 METERS 23935     |
 GN0616| CD3925 AKIN RM 2                             7.280 METERS 33259     |
 GN0616| CD3923 AKIN AZ MK                                         3465608.6 |
 GN0616|---------------------------------------------------------------------|
 GN0616
 GN0616                          SUPERSEDED SURVEY CONTROL
 GN0616
 GN0616  NAD 83(1992)-  36 10 23.68263(N)    107 40 46.94085(W) AD(       ) 3
 GN0616  NAD 83(1986)-  36 10 23.68025(N)    107 40 46.94513(W) AD(       ) 3
 GN0616  NAD 27      -  36 10 23.62730(N)    107 40 44.75060(W) AD(       ) 3
 GN0616  NGVD 29 (07/19/86) 2100.4    (m)         6891.     (f) VERT ANG       
 GN0616
 GN0616.Superseded values are not recommended for survey control.
 GN0616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0616.See file dsdata.txt to determine how the superseded data were derived.
 GN0616
 GN0616_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBA5898706492(NAD 83)
 GN0616_MARKER: DS = TRIANGULATION STATION DISK
 GN0616_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GN0616_STAMPING: AKIN 1958
 GN0616_PROJECTION: FLUSH
 GN0616_MAGNETIC: N = NO MAGNETIC MATERIAL
 GN0616_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GN0616+STABILITY: SURFACE MOTION
 GN0616_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GN0616+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2004
 GN0616
 GN0616  HISTORY     - Date     Condition        Report By
 GN0616  HISTORY     - 1958     MONUMENTED       CGS
 GN0616  HISTORY     - 20040519 GOOD             NMHD
 GN0616
 GN0616                          STATION DESCRIPTION
 GN0616
 GN0616'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RLE)
 GN0616'STATION IS LOCATED ABOUT 12 MILES SOUTHWEST OF COUNSELORS POST,
 GN0616'7 MILES SOUTHEAST OF MAGEESI TRADING POST AND 3 MILES SOUTHWEST
 GN0616'OF THE AKIN TRADING POST.  IT IS 100 YARDS SOUTHWEST OF A CATTLE
 GN0616'GUARD, 75 YARDS SOUTHEAST OF A ROAD FORK, 50 YARDS WEST OF A
 GN0616'FENCE AND 6 FEET EAST OF A WITNESS POST.  IT IS A STANDARD DISC
 GN0616'SET IN A 12-INCH SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES
 GN0616'AND IS STAMPED AKIN 1958.
 GN0616'
 GN0616'REFERENCE MARK NO. 1 IS A STANDARD DISC SET IN A 12- INCH SQUARE
 GN0616'CONCRETE BLOCK WHICH PROJECTS 3 INCHES AND IS STAMPED AKIN NO
 GN0616'1 1958.
 GN0616'
 GN0616'REFERENCE MARK NO. 2 IS A STANDARD DISC SET IN A 12-INCH CONCRETE
 GN0616'POST WHICH PROJECTS 2 INCHES AND IS STAMPED AKIN NO 2 1958.
 GN0616'
 GN0616'AZIMUTH MARK IS 33 FEET WEST OF THE CENTER OF A BLADED ROAD
 GN0616'AND 2 FEET SOUTH OF A WITNESS POST.  IT IS A STANDARD DISC SET
 GN0616'IN A 12-INCH SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES AND
 GN0616'IS STAMPED AKIN 1958.
 GN0616'
 GN0616'TO REACH FROM THE MAGEESI TRADING POST ON HIGHWAY 44 GO SOUTHEAST
 GN0616'ON HIGHWAY 44 FOR 3 MILES TO A SIDE ROAD RIGHT, TURN RIGHT AND
 GN0616'GO SOUTHERLY FOR 3.95 MILES TO THE AZIMUTH MARK ON THE RIGHT AS
 GN0616'DESCRIBED, CONTINUE FOR 1.2 MILES TO A ROAD FORK AND STATION AS
 GN0616'DESCRIBED.
 GN0616
 GN0616                          STATION RECOVERY (2004)
 GN0616
 GN0616'RECOVERY NOTE BY NM HIGHWAY DEPT 2004 (AC)
 GN0616'THE STATION IS LOCATED ABOUT 6 MI SOUTHEAST OF NAGEEZI AT THE
 GN0616'INTERSECTION OF  SAN JUAN COUNTY ROADS 7950 AND 7900 ON PUBLIC LAND
 GN0616'MANAGED BY THE BUREAU OF LAND  MANAGEMENT.
 GN0616' 
 GN0616'TO REACH THE STATION FROM THE INTERSECTION OF US-550 AND SAN JUAN
 GN0616'COUNTY ROAD 7900,  NEAR US-550 MILE 112.7, HEAD SOUTH ON COUNTY ROAD
 GN0616'7900 FOR 5.1 MI TO THE INTERSECTION  WITH SAN JUAN COUNTY ROAD 7950
 GN0616'AND THE STATION ON THE RIGHT.
 GN0616' 
 GN0616'THE STATION IS SET IN THE TOP OF A 30 CM SQUARE CONCRETE POST WHICH IS
 GN0616'APPROXIMATELY 10  M NORTHWEST OF THE CENTERLINE OF COUNTRY ROAD 7950.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0938 ***********************************************************************
 CW0938  DESIGNATION -  ALA
 CW0938  PID         -  CW0938
 CW0938  STATE/COUNTY-  NM/OTERO
 CW0938  USGS QUAD   -  SACRAMENTO PEAK (1981)
 CW0938
 CW0938                         *CURRENT SURVEY CONTROL
 CW0938  ___________________________________________________________________
 CW0938* NAD 83(1992)-  32 52 27.58963(N)    105 48 23.74354(W)     ADJUSTED  
 CW0938* NAVD 88     -      2828.     (meters)    9278.     (feet)  SCALED    
 CW0938  ___________________________________________________________________
 CW0938  LAPLACE CORR-          14.97  (seconds)                    DEFLEC99
 CW0938  GEOID HEIGHT-         -20.51  (meters)                     GEOID03
 CW0938
 CW0938  HORZ ORDER  -  SECOND
 CW0938
 CW0938.The horizontal coordinates were established by classical geodetic methods
 CW0938.and adjusted by the National Geodetic Survey in December 1993..
 CW0938
 CW0938.The orthometric height was scaled from a topographic map.
 CW0938
 CW0938.The Laplace correction was computed from DEFLEC99 derived deflections.
 CW0938
 CW0938.The geoid height was determined by GEOID03.
 CW0938
 CW0938;                    North         East     Units Scale Factor Converg.
 CW0938;SPC NM C     -   207,902.912   541,492.249   MT  0.99992122   +0 14 26.5
 CW0938;SPC NM C     -   682,094.80  1,776,545.82   sFT  0.99992122   +0 14 26.5
 CW0938;UTM  13      - 3,637,643.653   424,543.547   MT  0.99967020   -0 26 16.2
 CW0938
 CW0938!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CW0938!SPC NM C     -   0.99955942  x   0.99992122  =   0.99948068
 CW0938!UTM  13      -   0.99955942  x   0.99967020  =   0.99922977
 CW0938
 CW0938|---------------------------------------------------------------------|
 CW0938| PID    Reference Object                     Distance      Geod. Az  |
 CW0938|                                                           dddmmss.s |
 CW0938| CH7822 ALA RM 1                             25.318 METERS 13629     |
 CW0938| CW0941 ALA AZ MK                           APPROX. 0.6 KM 2485849.2 |
 CW0938| CH7823 ALA RM 2                             27.015 METERS 25217     |
 CW0938|---------------------------------------------------------------------|
 CW0938
 CW0938                          SUPERSEDED SURVEY CONTROL
 CW0938
 CW0938  NAD 83(1986)-  32 52 27.59799(N)    105 48 23.74708(W) AD(       ) 2
 CW0938  NAD 27      -  32 52 27.26170(N)    105 48 21.79620(W) AD(       ) 2
 CW0938
 CW0938.Superseded values are not recommended for survey control.
 CW0938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0938.See file dsdata.txt to determine how the superseded data were derived.
 CW0938
 CW0938_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDS2454437644(NAD 83)
 CW0938_MARKER: DS = TRIANGULATION STATION DISK
 CW0938_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CW0938
 CW0938  HISTORY     - Date     Condition        Report By
 CW0938  HISTORY     - 1943     MONUMENTED       CGS
 CW0938  HISTORY     - 19790713 GOOD             USGS
 CW0938
 CW0938                          STATION DESCRIPTION
 CW0938
 CW0938'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (EHB)
 CW0938'STATION IS LOCATED IN THE LINCOLN NATIONAL FOREST, 6.5 MILES
 CW0938'AIRLINE SW OF CLOUDCROFT, 4.5 MILES AIRLINE SE OF HIGH ROLLS,
 CW0938'AND 0.5 MILE NE OF THE ALAMO LOOKOUT TOWER, ON A LOW WOODED
 CW0938'KNOLL.
 CW0938'
 CW0938'UNDERGROUND MARK IS A BRONZE DISK SET IN THE TOP OF A CONCRETE
 CW0938'POST.
 CW0938'
 CW0938'STATION IS 52 FEET N OF AND ABOUT 10 FEET HIGHER THAN THE
 CW0938'CENTER LINE OF A ROAD.  A BRONZE STATIONDISK SET IN A
 CW0938'SQUARE-TOPPED CONCRETE POST FLUSH WITH THE GROUND.  STAMPED
 CW0938'ALA 1943.
 CW0938'
 CW0938'REFERENCE MARK 1 IS SE OF AND ABOUT 8 FEET LOWER THAN THE
 CW0938'STATION.  A BRONZE REFERENCE DISK SET IN A BURIED BOULDER
 CW0938'PROJECTING ABOUT 6 INCHES ABOVE THE GROUND.  STAMPED ALA
 CW0938'NO 1 19439
 CW0938'
 CW0938'REFERENCE MARK 2 IS WSW OF AND ABOUT 6 FEET LOWER THAN THE
 CW0938'STATION.  A BRONZE REFERENCE DISK SET IN A BURIED BOULDER
 CW0938'PROJECTING ABOUT 4 INCHES ABOVE THE GROUND.  STAMPED ALA NO
 CW0938'2 1943.
 CW0938'
 CW0938'AZIMUTH MARK IS 0.5 MILE WSW OF THE STATION, SET INTHE NW
 CW0938'CORNER OF THE SE BASE OF THE ALAMO LOOKOUT TOWER.  A BRONZE
 CW0938'AZIMUTH DISK STAMPED ALA 1943.
 CW0938'
 CW0938'TO REACH FROM THE POST OFFICE IN CLOUDCROFT, GO SE ON THE
 CW0938'COX CANYON ROAD FOR 3.7 MILES TO A SIDE ROAD TO RIGHT OVER
 CW0938'A STONE CULVERT.  TURN RIGHT AND FOLLOW DIRT ROAD SW FOR
 CW0938'2.0 MILE TO FORKS, TAKE LEFT FORK AND CONTINUE W FOR 2.6
 CW0938'MILES TO FORKS JUST E OF THE SECTION HOUSE AT RUSSIA SIDING.
 CW0938'TAKE RIGHT FORK AND TURN SHARP RIGHT ACROSS TRACKS ABOUT
 CW0938'150 YARDS W OF SECTION HOUSE AND CONTINUE NW FOR 1.6 MILES
 CW0938'TO A T-ROAD INTERSECTION.  CONTINUE STRAIGHT AHEAD W FOR 0.3
 CW0938'MILE TO A SIDE ROAD ON RIGHT.  TURN RIGHT ACROSS RAILROAD
 CW0938'TRACKS AND FOLLOW DIRT ROAD TOWARD ALAMO LOOKOUT TOWER FOR
 CW0938'0.8 MILE TO A STEEL GATE AND SIGN READING STATE GAME
 CW0938'REFUGE.  PASS THROUGH GATE AND CONTINUE 0.6 MILE W TO
 CW0938'STATION.
 CW0938'
 CW0938'HEIGHT OF LIGHT ABOVE STATION MARK - 33 METERS.
 CW0938
 CW0938                          STATION RECOVERY (1979)
 CW0938
 CW0938'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979 (AMT)
 CW0938'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1183 ***********************************************************************
 FO1183  DESIGNATION -  ALAMEDA AM GYPSUM CO TANK
 FO1183  PID         -  FO1183
 FO1183  STATE/COUNTY-  NM/BERNALILLO
 FO1183  USGS QUAD   -  ALAMEDA (1990)
 FO1183
 FO1183                         *CURRENT SURVEY CONTROL
 FO1183  ___________________________________________________________________
 FO1183* NAD 83(1992)-  35 10 21.37990(N)    106 35 40.66330(W)     ADJUSTED  
 FO1183* NAVD 88     -                                                        
 FO1183  ___________________________________________________________________
 FO1183  LAPLACE CORR-           9.09  (seconds)                    DEFLEC99
 FO1183  GEOID HEIGHT-         -21.01  (meters)                     GEOID03
 FO1183
 FO1183  HORZ ORDER  -  THIRD
 FO1183
 FO1183.The horizontal coordinates were established by classical geodetic methods
 FO1183.and adjusted by the National Geodetic Survey in December 1993..
 FO1183
 FO1183
 FO1183.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1183
 FO1183.The geoid height was determined by GEOID03.
 FO1183
 FO1183;                    North         East     Units Scale Factor Converg.
 FO1183;SPC NM C     -   462,775.914   468,608.759   MT  0.99991214   -0 11 54.7
 FO1183;SPC NM C     - 1,518,290.64  1,537,427.24   sFT  0.99991214   -0 11 54.7
 FO1183;UTM  13      - 3,893,348.844   354,787.356   MT  0.99985988   -0 55 07.4
 FO1183
 FO1183                          SUPERSEDED SURVEY CONTROL
 FO1183
 FO1183  NAD 83(1986)-  35 10 21.38519(N)    106 35 40.66870(W) AD(       ) 4
 FO1183  NAD 27      -  35 10 21.22640(N)    106 35 38.57835(W) AD(       ) 3
 FO1183
 FO1183.Superseded values are not recommended for survey control.
 FO1183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1183.See file dsdata.txt to determine how the superseded data were derived.
 FO1183
 FO1183_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU5478793349(NAD 83)
 FO1183_MARKER: 53 = ELEVATED TANK
 FO1183
 FO1183  HISTORY     - Date     Condition        Report By
 FO1183  HISTORY     - 1969     FIRST OBSERVED   CGS
 FO1183
 FO1183                          STATION DESCRIPTION
 FO1183
 FO1183'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JLC)
 FO1183'THE STATION IS LOCATED ABOUT 7 MILES NORTH-NORTHEAST OF THE
 FO1183'CENTER OF ALBUQUERQUE, 1-1/2 MILES SOUTHEAST OF ALAMEDA, 0.5
 FO1183'MILE WEST OF THE JUNCTION OF INTERSTATE HIGHWAY 25 AND LOS
 FO1183'ANGELES BOULEVARD.  THE STATION IS OWNED BY THE AMERICAN GYPSUM
 FO1183'COMPANY.
 FO1183'
 FO1183'THE STATION IS A STEEL TANK WHICH IS PAINTED RED, WHITE AND
 FO1183'BLUE, SUPPORTED BY A FOUR LEGGED STRUCTURE WHICH IS PAINTED
 FO1183'IN ALTERNATE SECTIONS OF RED AND WHITE.  THE OVER-ALL HEIGHT
 FO1183'IS 137 FEET.  THE POINT INTERSECTED WAS THE CAP AT THE TOP
 FO1183'AND CENTER OF THE TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1108 ***********************************************************************
 FO1108  DESIGNATION -  ALAMEDA FAA MICROWAVE W TWR
 FO1108  PID         -  FO1108
 FO1108  STATE/COUNTY-  NM/BERNALILLO
 FO1108  USGS QUAD   -  ALAMEDA (1990)
 FO1108
 FO1108                         *CURRENT SURVEY CONTROL
 FO1108  ___________________________________________________________________
 FO1108* NAD 83(1992)-  35 10 23.47134(N)    106 34 03.67977(W)     ADJUSTED  
 FO1108* NAVD 88     -                                                        
 FO1108  ___________________________________________________________________
 FO1108  LAPLACE CORR-          11.15  (seconds)                    DEFLEC99
 FO1108  GEOID HEIGHT-         -20.83  (meters)                     GEOID03
 FO1108
 FO1108  HORZ ORDER  -  THIRD
 FO1108
 FO1108.The horizontal coordinates were established by classical geodetic methods
 FO1108.and adjusted by the National Geodetic Survey in December 1993..
 FO1108
 FO1108
 FO1108.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1108
 FO1108.The geoid height was determined by GEOID03.
 FO1108
 FO1108;                    North         East     Units Scale Factor Converg.
 FO1108;SPC NM C     -   462,832.191   471,062.850   MT  0.99991032   -0 10 58.8
 FO1108;SPC NM C     - 1,518,475.28  1,545,478.70   sFT  0.99991032   -0 10 58.8
 FO1108;UTM  13      - 3,893,374.268   357,241.824   MT  0.99985117   -0 54 11.6
 FO1108
 FO1108                          SUPERSEDED SURVEY CONTROL
 FO1108
 FO1108  NAD 83(1986)-  35 10 23.47708(N)    106 34 03.68618(W) AD(       ) 4
 FO1108  NAD 27      -  35 10 23.31779(N)    106 34 01.59850(W) AD(       ) 3
 FO1108
 FO1108.Superseded values are not recommended for survey control.
 FO1108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1108.See file dsdata.txt to determine how the superseded data were derived.
 FO1108
 FO1108_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU5724293374(NAD 83)
 FO1108_MARKER: 45 = MICROWAVE TOWER
 FO1108
 FO1108  HISTORY     - Date     Condition        Report By
 FO1108  HISTORY     - 1969     FIRST OBSERVED   CGS
 FO1108  HISTORY     - 20050130 GOOD             GEOCAC
 FO1108
 FO1108                          STATION DESCRIPTION
 FO1108
 FO1108'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JLC)
 FO1108'THE STATION IS LOCATED ABOUT 7-3/4 MILES NORTHEAST OF THE CENTER
 FO1108'OF ALBUQUERQUE AND 3 MILES EAST-SOUTHEAST OF ALAMEDA.
 FO1108'
 FO1108'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY
 FO1108'25 AND LOS ANGELES BLVD. NE IN THE NORTH PART OF ALBUQUERQUE,
 FO1108'GO EAST ON LOS ANGELES BLVD. NE FOR 0.8 MILE TO THE FEDERAL
 FO1108'AVIATION BUILDINGS ON THE RIGHT AND THE STATION.
 FO1108'
 FO1108'IT IS A 4-LEGGED STEEL STRUCTURE PAINTED IN ALTERNATE SECTIONS
 FO1108'OF RED AND WHITE AND HAS AN OVER-ALL HEIGHT OF 100 FEET.  THE
 FO1108'TOWER IS A RADIO MICRO-WAVE LINK TERMINAL REPEATER TOWER.
 FO1108'
 FO1108'THE POINT INTERSECTED WAS THE CENTER OF THE RED LIGHT ATOP
 FO1108'THE TOWER.
 FO1108
 FO1108                          STATION RECOVERY (2005)
 FO1108
 FO1108'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 FO1108'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1112 ***********************************************************************
 FO1112  DESIGNATION -  ALAMEDA NATIVITY CH N SPIRE
 FO1112  PID         -  FO1112
 FO1112  STATE/COUNTY-  NM/BERNALILLO
 FO1112  USGS QUAD   -  ALAMEDA (1990)
 FO1112
 FO1112                         *CURRENT SURVEY CONTROL
 FO1112  ___________________________________________________________________
 FO1112* NAD 83(1992)-  35 11 18.85844(N)    106 37 01.17896(W)     ADJUSTED  
 FO1112* NAVD 88     -                                                        
 FO1112  ___________________________________________________________________
 FO1112  LAPLACE CORR-           6.93  (seconds)                    DEFLEC99
 FO1112  GEOID HEIGHT-         -21.11  (meters)                     GEOID03
 FO1112
 FO1112  HORZ ORDER  -  THIRD
 FO1112
 FO1112.The horizontal coordinates were established by classical geodetic methods
 FO1112.and adjusted by the National Geodetic Survey in December 1993..
 FO1112
 FO1112
 FO1112.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1112
 FO1112.The geoid height was determined by GEOID03.
 FO1112
 FO1112;                    North         East     Units Scale Factor Converg.
 FO1112;SPC NM C     -   464,554.396   466,578.081   MT  0.99991376   -0 12 41.4
 FO1112;SPC NM C     - 1,524,125.55  1,530,764.92   sFT  0.99991376   -0 12 41.4
 FO1112;UTM  13      - 3,895,152.626   352,779.297   MT  0.99986711   -0 55 55.2
 FO1112
 FO1112                          SUPERSEDED SURVEY CONTROL
 FO1112
 FO1112  NAD 83(1986)-  35 11 18.86362(N)    106 37 01.18353(W) AD(       ) 4
 FO1112  NAD 27      -  35 11 18.70804(N)    106 36 59.08952(W) AD(       ) 3
 FO1112
 FO1112.Superseded values are not recommended for survey control.
 FO1112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1112.See file dsdata.txt to determine how the superseded data were derived.
 FO1112
 FO1112_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU5277995153(NAD 83)
 FO1112_MARKER: 90 = CHURCH SPIRE
 FO1112
 FO1112  HISTORY     - Date     Condition        Report By
 FO1112  HISTORY     - 1954     FIRST OBSERVED   CGS
 FO1112  HISTORY     - 1969     GOOD             CGS
 FO1112  HISTORY     - 20050109 GOOD             GEOCAC
 FO1112
 FO1112                          STATION DESCRIPTION
 FO1112
 FO1112'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (WRH)
 FO1112'THE CHURCH IS LOCATED IN ALAMEDA ON U.S. HIGHWAY 85 (WEST
 FO1112'ALTERNATE).
 FO1112'
 FO1112'THE SPIRE IS THE NORTH SPIRE OF THE NATIVITY CATHOLIC CHURCH.
 FO1112'THE CROSS ON TOP OF THE SPIRE WAS INTERSECTED.
 FO1112
 FO1112                          STATION RECOVERY (1969)
 FO1112
 FO1112'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JLC)
 FO1112'THE STATION WAS RECOVERED AS DESCRIBED BY W.R.H. IN 1954.
 FO1112'THE POINT INTERSECTED WAS THE CENTER OF THE CROSS ATOP THE
 FO1112'SPIRE.
 FO1112
 FO1112                          STATION RECOVERY (2005)
 FO1112
 FO1112'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 FO1112'STATION FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1113 ***********************************************************************
 FO1113  DESIGNATION -  ALAMEDA NATIVITY CH S SPIRE
 FO1113  PID         -  FO1113
 FO1113  STATE/COUNTY-  NM/BERNALILLO
 FO1113  USGS QUAD   -  ALAMEDA (1990)
 FO1113
 FO1113                         *CURRENT SURVEY CONTROL
 FO1113  ___________________________________________________________________
 FO1113* NAD 83(1992)-  35 11 18.53587(N)    106 37 01.33451(W)     ADJUSTED  
 FO1113* NAVD 88     -                                                        
 FO1113  ___________________________________________________________________
 FO1113  LAPLACE CORR-           6.93  (seconds)                    DEFLEC99
 FO1113  GEOID HEIGHT-         -21.11  (meters)                     GEOID03
 FO1113
 FO1113  HORZ ORDER  -  THIRD
 FO1113
 FO1113.The horizontal coordinates were established by classical geodetic methods
 FO1113.and adjusted by the National Geodetic Survey in December 1993..
 FO1113
 FO1113
 FO1113.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1113
 FO1113.The geoid height was determined by GEOID03.
 FO1113
 FO1113;                    North         East     Units Scale Factor Converg.
 FO1113;SPC NM C     -   464,544.470   466,574.109   MT  0.99991377   -0 12 41.4
 FO1113;SPC NM C     - 1,524,092.98  1,530,751.89   sFT  0.99991377   -0 12 41.4
 FO1113;UTM  13      - 3,895,142.752   352,775.201   MT  0.99986713   -0 55 55.3
 FO1113
 FO1113                          SUPERSEDED SURVEY CONTROL
 FO1113
 FO1113  NAD 83(1986)-  35 11 18.54085(N)    106 37 01.33789(W) AD(       ) 4
 FO1113  NAD 27      -  35 11 18.38327(N)    106 36 59.24354(W) AD(       ) 3
 FO1113
 FO1113.Superseded values are not recommended for survey control.
 FO1113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1113.See file dsdata.txt to determine how the superseded data were derived.
 FO1113
 FO1113_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU5277595143(NAD 83)
 FO1113_MARKER: 90 = CHURCH SPIRE
 FO1113
 FO1113  HISTORY     - Date     Condition        Report By
 FO1113  HISTORY     - 1946     FIRST OBSERVED   CGS
 FO1113  HISTORY     - 1954     GOOD             CGS
 FO1113  HISTORY     - 20050109 GOOD             GEOCAC
 FO1113
 FO1113                          STATION DESCRIPTION
 FO1113
 FO1113'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (WRH)
 FO1113'THE CHURCH IS LOCATED IN ALAMEDA ON U.S. HIGHWAY 85 (WEST ALTERNATE).
 FO1113'
 FO1113'THE SPIRE IS THE SOUTH SPIRE OF THE NATIVITY CATHOLIC CHURCH.
 FO1113'THE CROSS ON TOP OF THE SPIRE WAS INTERSECTED.
 FO1113
 FO1113                          STATION RECOVERY (2005)
 FO1113
 FO1113'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 FO1113'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1160 ***********************************************************************
 FO1160  DESIGNATION -  ALAMEDA NAZARETH HOS CUP CROSS
 FO1160  PID         -  FO1160
 FO1160  STATE/COUNTY-  NM/BERNALILLO
 FO1160  USGS QUAD   -  ALAMEDA (1990)
 FO1160
 FO1160                         *CURRENT SURVEY CONTROL
 FO1160  ___________________________________________________________________
 FO1160* NAD 83(1992)-  35 11 22.98183(N)    106 36 04.59203(W)     ADJUSTED  
 FO1160* NAVD 88     -                                                        
 FO1160  ___________________________________________________________________
 FO1160  LAPLACE CORR-           8.30  (seconds)                    DEFLEC99
 FO1160  GEOID HEIGHT-         -21.03  (meters)                     GEOID03
 FO1160
 FO1160  HORZ ORDER  -  THIRD
 FO1160
 FO1160.The horizontal coordinates were established by classical geodetic methods
 FO1160.and adjusted by the National Geodetic Survey in December 1993..
 FO1160
 FO1160
 FO1160.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1160
 FO1160.The geoid height was determined by GEOID03.
 FO1160
 FO1160;                    North         East     Units Scale Factor Converg.
 FO1160;SPC NM C     -   464,676.287   468,010.018   MT  0.99991261   -0 12 08.8
 FO1160;SPC NM C     - 1,524,525.45  1,535,462.87   sFT  0.99991261   -0 12 08.8
 FO1160;UTM  13      - 3,895,256.496   354,212.584   MT  0.99986194   -0 55 22.6
 FO1160
 FO1160                          SUPERSEDED SURVEY CONTROL
 FO1160
 FO1160  NAD 83(1986)-  35 11 22.98707(N)    106 36 04.59689(W) AD(       ) 4
 FO1160  NAD 27      -  35 11 22.83047(N)    106 36 02.50484(W) AD(       ) 3
 FO1160
 FO1160.Superseded values are not recommended for survey control.
 FO1160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1160.See file dsdata.txt to determine how the superseded data were derived.
 FO1160
 FO1160_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU5421395256(NAD 83)
 FO1160_MARKER: 86 = CUPOLA
 FO1160
 FO1160  HISTORY     - Date     Condition        Report By
 FO1160  HISTORY     - 1946     FIRST OBSERVED   CGS
 FO1160  HISTORY     - 1969     GOOD             CGS
 FO1160
 FO1160                          STATION DESCRIPTION
 FO1160
 FO1160'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JLC)
 FO1160'THE STATION IS LOCATED 2 MILES SOUTH OF THE BERNALILLO-SANDOVAL
 FO1160'COUNTY LINE, 1 MILE EAST-NORTHEAST OF ALAMEDA AND 1 MILE WEST
 FO1160'OF INTERSTATE HIGHWAY 25.
 FO1160'
 FO1160'THE STATION IS LOCATED ATOP THE SOUTH END OF THE OLD HOSPITAL
 FO1160'BUILDING.  THE CUPOLA IS FOUR SIDED, TAN IN COLOR WITH A RED
 FO1160'TILE ROOF AND IT HAS AN OVER-ALL HEIGHT OF 55 FEET.  THE POINT
 FO1160'INTERSECTED WAS THE BASE OF CROSS AT THE APEX OF THE CUPOLA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1132 ***********************************************************************
 FO1132  DESIGNATION -  ALAMEDA RAD KOB EAST MAST
 FO1132  PID         -  FO1132
 FO1132  STATE/COUNTY-  NM/BERNALILLO
 FO1132  USGS QUAD   -  ALAMEDA (1990)
 FO1132
 FO1132                         *CURRENT SURVEY CONTROL
 FO1132  ___________________________________________________________________
 FO1132* NAD 83(1992)-  35 12 07.52345(N)    106 36 39.30203(W)     ADJUSTED  
 FO1132* NAVD 88     -                                                        
 FO1132  ___________________________________________________________________
 FO1132  LAPLACE CORR-           7.12  (seconds)                    DEFLEC99
 FO1132  GEOID HEIGHT-         -21.07  (meters)                     GEOID03
 FO1132
 FO1132  HORZ ORDER  -  THIRD
 FO1132
 FO1132.The horizontal coordinates were established by classical geodetic methods
 FO1132.and adjusted by the National Geodetic Survey in December 1993..
 FO1132
 FO1132
 FO1132.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1132
 FO1132.The geoid height was determined by GEOID03.
 FO1132
 FO1132;                    North         East     Units Scale Factor Converg.
 FO1132;SPC NM C     -   466,051.980   467,136.950   MT  0.99991331   -0 12 29.0
 FO1132;SPC NM C     - 1,529,038.87  1,532,598.48   sFT  0.99991331   -0 12 29.0
 FO1132;UTM  13      - 3,896,642.992   353,356.929   MT  0.99986502   -0 55 43.7
 FO1132
 FO1132                          SUPERSEDED SURVEY CONTROL
 FO1132
 FO1132  NAD 83(1986)-  35 12 07.52859(N)    106 36 39.30573(W) AD(       ) 4
 FO1132  NAD 27      -  35 12 07.37417(N)    106 36 37.21077(W) AD(       ) 3
 FO1132
 FO1132.Superseded values are not recommended for survey control.
 FO1132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1132.See file dsdata.txt to determine how the superseded data were derived.
 FO1132
 FO1132_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU5335796643(NAD 83)
 FO1132_MARKER: 42 = RADIO/TV MAST
 FO1132
 FO1132  HISTORY     - Date     Condition        Report By
 FO1132  HISTORY     - 1954     FIRST OBSERVED   CGS
 FO1132
 FO1132                          STATION DESCRIPTION
 FO1132
 FO1132'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (WRH)
 FO1132'THE MAST IS LOCATED IN ALAMEDA BETWEEN U.S. HIGHWAY 85 EAST
 FO1132'AND WEST ALTERNATES.  IT IS THE SMALLER AND NORTHEASTERLY
 FO1132'ONE OF TWO MASTS.
 FO1132'
 FO1132'THE MAST IS A STEEL STRUCTURE FOUR LEGGED AT THE BASE AND
 FO1132'COMBINING TO FORM A MAST.  IT IS ABOUT 175 FEET HIGH.  THE
 FO1132'CENTER OF THE TOP OF MAST WAS INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1122 ***********************************************************************
 FO1122  DESIGNATION -  ALAMEDA RAD KOB TALLER MAST
 FO1122  PID         -  FO1122
 FO1122  STATE/COUNTY-  NM/BERNALILLO
 FO1122  USGS QUAD   -  ALAMEDA (1990)
 FO1122
 FO1122                         *CURRENT SURVEY CONTROL
 FO1122  ___________________________________________________________________
 FO1122* NAD 83(1992)-  35 12 08.64127(N)    106 36 40.89413(W)     ADJUSTED  
 FO1122* NAVD 88     -                                                        
 FO1122  ___________________________________________________________________
 FO1122  LAPLACE CORR-           7.07  (seconds)                    DEFLEC99
 FO1122  GEOID HEIGHT-         -21.07  (meters)                     GEOID03
 FO1122
 FO1122  HORZ ORDER  -  THIRD
 FO1122
 FO1122.The horizontal coordinates were established by classical geodetic methods
 FO1122.and adjusted by the National Geodetic Survey in December 1993..
 FO1122
 FO1122
 FO1122.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1122
 FO1122.The geoid height was determined by GEOID03.
 FO1122
 FO1122;                    North         East     Units Scale Factor Converg.
 FO1122;SPC NM C     -   466,086.572   467,096.806   MT  0.99991334   -0 12 29.9
 FO1122;SPC NM C     - 1,529,152.36  1,532,466.77   sFT  0.99991334   -0 12 29.9
 FO1122;UTM  13      - 3,896,678.085   353,317.226   MT  0.99986516   -0 55 44.6
 FO1122
 FO1122                          SUPERSEDED SURVEY CONTROL
 FO1122
 FO1122  NAD 83(1986)-  35 12 08.64697(N)    106 36 40.89852(W) AD(       ) 4
 FO1122  NAD 27      -  35 12 08.49362(N)    106 36 38.80460(W) AD(       ) 3
 FO1122
 FO1122.Superseded values are not recommended for survey control.
 FO1122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1122.See file dsdata.txt to determine how the superseded data were derived.
 FO1122
 FO1122_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU5331796678(NAD 83)
 FO1122_MARKER: 42 = RADIO/TV MAST
 FO1122
 FO1122  HISTORY     - Date     Condition        Report By
 FO1122  HISTORY     - 1969     FIRST OBSERVED   CGS
 FO1122  HISTORY     - 20050109 GOOD             GEOCAC
 FO1122
 FO1122                          STATION DESCRIPTION
 FO1122
 FO1122'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JLC)
 FO1122'THE MAST IS LOCATED IN ALAMEDA BETWEEN U.S. HIGHWAY 85 AND
 FO1122'WEST ALTERNATE.  IT IS THE TALLER ONE OF TWO MASTS.
 FO1122'
 FO1122'THE MAST IS A TALL STEEL MAST PAINTED IN ALTERNATE SECTIONS
 FO1122'OF RED AND WHITE AND HAS AN OVER-ALL HEIGHT OF ABOUT 400
 FO1122'FEET.
 FO1122'
 FO1122'THE POINT INTERSECTED WAS THE RED LIGHT ATOP THE MAST.
 FO1122
 FO1122                          STATION RECOVERY (2005)
 FO1122
 FO1122'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 FO1122'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1106 ***********************************************************************
 FO1106  DESIGNATION -  ALAMEDA RAD KOB WEST MAST
 FO1106  PID         -  FO1106
 FO1106  STATE/COUNTY-  NM/BERNALILLO
 FO1106  USGS QUAD   -  ALAMEDA (1990)
 FO1106
 FO1106                         *CURRENT SURVEY CONTROL
 FO1106  ___________________________________________________________________
 FO1106* NAD 83(1992)-  35 12 08.53151(N)    106 36 44.71547(W)     ADJUSTED  
 FO1106* NAVD 88     -                                                        
 FO1106  ___________________________________________________________________
 FO1106  LAPLACE CORR-           6.98  (seconds)                    DEFLEC99
 FO1106  GEOID HEIGHT-         -21.07  (meters)                     GEOID03
 FO1106
 FO1106  HORZ ORDER  -  THIRD
 FO1106
 FO1106.The horizontal coordinates were established by classical geodetic methods
 FO1106.and adjusted by the National Geodetic Survey in December 1993..
 FO1106
 FO1106
 FO1106.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1106
 FO1106.The geoid height was determined by GEOID03.
 FO1106
 FO1106;                    North         East     Units Scale Factor Converg.
 FO1106;SPC NM C     -   466,083.541   467,000.141   MT  0.99991342   -0 12 32.1
 FO1106;SPC NM C     - 1,529,142.42  1,532,149.63   sFT  0.99991342   -0 12 32.1
 FO1106;UTM  13      - 3,896,676.271   353,220.535   MT  0.99986551   -0 55 46.8
 FO1106
 FO1106                          SUPERSEDED SURVEY CONTROL
 FO1106
 FO1106  NAD 83(1986)-  35 12 08.53638(N)    106 36 44.71906(W) AD(       ) 4
 FO1106  NAD 27      -  35 12 08.38450(N)    106 36 42.63076(W) AD(       ) 3
 FO1106
 FO1106.Superseded values are not recommended for survey control.
 FO1106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1106.See file dsdata.txt to determine how the superseded data were derived.
 FO1106
 FO1106_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU5322196676(NAD 83)
 FO1106_MARKER: 42 = RADIO/TV MAST
 FO1106
 FO1106  HISTORY     - Date     Condition        Report By
 FO1106  HISTORY     - 1946     FIRST OBSERVED   CGS
 FO1106  HISTORY     - 1954     GOOD             CGS
 FO1106  HISTORY     - 20050109 GOOD             GEOCAC
 FO1106
 FO1106                          STATION DESCRIPTION
 FO1106
 FO1106'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAE)
 FO1106'A TALL STEEL-LATTICED FRAME RADIO MAST OF KOB RADIO STATION.
 FO1106'STANDING ON THE E SIDE OF NORTH FOURTH STREET IN THE SECTION
 FO1106'OF THE CITY KNOWN AS ALAMEDA.
 FO1106
 FO1106                          STATION RECOVERY (1954)
 FO1106
 FO1106'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (WRH)
 FO1106'THE MAST IS LOCATED IN ALAMEDA BETWEEN U.S. HIGHWAY 85 EAST
 FO1106'AND WEST ALTERNATE.  IT IS THE TALLER AND SOUTHWESTERLY ONE
 FO1106'OF TWO MASTS.
 FO1106'
 FO1106'THE MAST IS A TALL STEEL MAST ABOUT 400 FEET HIGH.  THE TOP
 FO1106'OF THE MAST WAS INTERSECTED.
 FO1106
 FO1106                          STATION RECOVERY (2005)
 FO1106
 FO1106'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 FO1106'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0746 ***********************************************************************
 EQ0746  DESIGNATION -  ALAMILLO
 EQ0746  PID         -  EQ0746
 EQ0746  STATE/COUNTY-  NM/SOCORRO
 EQ0746  USGS QUAD   -  MESA DEL YESO (1959)
 EQ0746
 EQ0746                         *CURRENT SURVEY CONTROL
 EQ0746  ___________________________________________________________________
 EQ0746* NAD 83(1992)-  34 11 05.10220(N)    106 48 33.29276(W)     ADJUSTED  
 EQ0746* NAVD 88     -      1661.5    (meters)    5451.     (feet)  VERTCON   
 EQ0746  ___________________________________________________________________
 EQ0746  LAPLACE CORR-           4.15  (seconds)                    DEFLEC99
 EQ0746  GEOID HEIGHT-         -21.79  (meters)                     GEOID03
 EQ0746
 EQ0746  HORZ ORDER  -  FIRST
 EQ0746
 EQ0746.The horizontal coordinates were established by classical geodetic methods
 EQ0746.and adjusted by the National Geodetic Survey in December 1993..
 EQ0746
 EQ0746.The NAVD 88 height was computed by applying the VERTCON shift value to
 EQ0746.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EQ0746
 EQ0746.The Laplace correction was computed from DEFLEC99 derived deflections.
 EQ0746
 EQ0746.The geoid height was determined by GEOID03.
 EQ0746
 EQ0746;                    North         East     Units Scale Factor Converg.
 EQ0746;SPC NM C     -   353,286.443   448,450.967   MT  0.99993275   -0 18 51.2
 EQ0746;SPC NM C     - 1,159,073.94  1,471,292.88   sFT  0.99993275   -0 18 51.2
 EQ0746;UTM  13      - 3,784,120.416   333,272.158   MT  0.99994267   -1 01 00.4
 EQ0746
 EQ0746!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EQ0746!SPC NM C     -   0.99974267  x   0.99993275  =   0.99967544
 EQ0746!UTM  13      -   0.99974267  x   0.99994267  =   0.99968535
 EQ0746
 EQ0746|---------------------------------------------------------------------|
 EQ0746| PID    Reference Object                     Distance      Geod. Az  |
 EQ0746|                                                           dddmmss.s |
 EQ0746| CD1494 ALAMILLO RM 1                         5.422 METERS 01616     |
 EQ0746| CD1493 ALAMILLO AZ MK                                     0450142.3 |
 EQ0746| EQ0747 EL PASO PUEBLO AWY BCN 17           APPROX. 4.3 KM 0641703.9 |
 EQ0746| CD1495 ALAMILLO RM 2                         6.111 METERS 12853     |
 EQ0746| EQ0751 SOCORRO N MEX MIN TECH LAB TWR      APPROX.15.9 KM 2143342.3 |
 EQ0746| EQ0755 SOCORRO MUN WATER SUPPLY SPIPE      APPROX.17.6 KM 2153053.2 |
 EQ0746| EQ0752 NEW MEX ST SANATORIUM E SPIPE       APPROX.12.9 KM 2241924.5 |
 EQ0746| EQ0753 NEW MEX ST SANATORIUM W SPIPE       APPROX.12.9 KM 2242300.2 |
 EQ0746|---------------------------------------------------------------------|
 EQ0746
 EQ0746                          SUPERSEDED SURVEY CONTROL
 EQ0746
 EQ0746  NAD 83(1986)-  34 11 05.10821(N)    106 48 33.29394(W) AD(       ) 1
 EQ0746  NAD 27      -  34 11 04.85990(N)    106 48 31.20660(W) AD(       ) 1
 EQ0746  NGVD 29 (07/19/86) 1660.7    (m)         5448.     (f) VERT ANG       
 EQ0746
 EQ0746.Superseded values are not recommended for survey control.
 EQ0746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0746.See file dsdata.txt to determine how the superseded data were derived.
 EQ0746
 EQ0746_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT3327284120(NAD 83)
 EQ0746_MARKER: DS = TRIANGULATION STATION DISK
 EQ0746_SETTING: 80 = SET IN A BOULDER
 EQ0746_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 EQ0746_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EQ0746
 EQ0746  HISTORY     - Date     Condition        Report By
 EQ0746  HISTORY     - 1954     MONUMENTED       CGS
 EQ0746  HISTORY     - 1957     GOOD             USGS
 EQ0746  HISTORY     - 1973     GOOD             NGS
 EQ0746  HISTORY     - 1973     GOOD             NGS
 EQ0746
 EQ0746                          STATION DESCRIPTION
 EQ0746
 EQ0746'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (WRH)
 EQ0746'THE STATION IS LOCATED ON THE HIGHEST POINT OF A PROMINENT
 EQ0746'ROCK COVERED PEAK.  IT IS ABOUT 10 MILES AIRLINE NORTH-NORTHEAST
 EQ0746'OF SOCORRO AND 16 MILES AIRLINE SOUTH-SOUTHEAST OF BERNARDO.
 EQ0746'
 EQ0746'TO REACH FROM THE U.S. POST OFFICE IN SOCORRO, GO NORTH ON
 EQ0746'U.S. HIGHWAY 85 FOR 2.9 MILES TO A FORK.  TAKE THE RIGHT
 EQ0746'FORK AND GO 1.8 MILES TO A T-ROAD RIGHT.  GO RIGHT, CROSSING
 EQ0746'RAILROAD TRACKS AND A BRIDGE, FOR 0.8 MILE TO A FORK.  TAKE
 EQ0746'THE LEFT FORK AND GO 0.2 MILE TO A FORK.  TAKE THE LEFT FORK
 EQ0746'AND FOLLOW MAIN ROAD FOR 4.5 MILES TO A CATTLE GUARD.  CONTINUE
 EQ0746'ON MAIN ROAD FOR 1.1 MILES TO A SIDE ROAD LEFT.  TURN LEFT AND
 EQ0746'GO 0.2 MILE.  TURN LEFT AND GO CROSS COUNTRY, SOUTHWEST, FOR
 EQ0746'0.2 MILE TO THE BASE OF A SMALL PEAK AND THE AZIMUTH MARK.
 EQ0746'CONTINUE SOUTHWESTERLY FOR 0.4 MILE TO A LARGE DRY WASH AT
 EQ0746'THE BASE OF A PEAK.  FROM HERE PACK SOUTHWEST TO HIGHEST
 EQ0746'POINT OF PEAK AND THE STATION.
 EQ0746'
 EQ0746'THE STATION MARK IS A STANDARD DISK STAMPED ALAMILLO 1954,
 EQ0746'CEMENTED IN A DRILL HOLE IN A 2-FOOT-SQUARE BOULDER THAT
 EQ0746'PROJECTS 6 INCHES.  IT IS 30 FEET SOUTHEAST OF A LARGE CAIRN.
 EQ0746'
 EQ0746'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED ALAMILLO
 EQ0746'NO 1 1954, CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS
 EQ0746'18 INCHES.  IT IS ABOUT 18 INCHES HIGHER THAN THE STATION.
 EQ0746'
 EQ0746'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED ALAMILLO
 EQ0746'NO 2 1954, CEMENTED IN A DRILL HOLE IN A LARGE BOULDER ON THE
 EQ0746'SOUTHEAST EDGE OF THE PEAK.  IT IS AT THE SAME ELEVATION
 EQ0746'AS THE STATION.
 EQ0746'
 EQ0746'THE AZIMUTH MARK IS A STANDARD DISK STAMPED ALAMILLO 1954,
 EQ0746'CEMENTED IN A DRILL HOLE IN A 3-FOOT-SQUARE BOULDER THAT
 EQ0746'PROJECTS 2 FEET.  IT IS 7 FEET SOUTHEAST OF A WITNESS POST
 EQ0746'AND 40 FEET SOUTHWEST OF A PROMINENT 5-FOOT-DIAMETER BOULDER.
 EQ0746
 EQ0746                          STATION RECOVERY (1957)
 EQ0746
 EQ0746'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 EQ0746'STATION MARK--USC AND GS STANDARD DISK STAMPED---ALAMILLO 1954---,
 EQ0746'CEMENTED IN A DRILL HOLE IN A 2-FT. SQUARE BOULDER.
 EQ0746
 EQ0746                          STATION RECOVERY (1973)
 EQ0746
 EQ0746'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CWW)
 EQ0746'THE STATION AND ALL MARKS WERE FOUND AS DESCRIBED AND IN GOOD
 EQ0746'CONDITION.  A NEW TO REACH FOLLOWS.
 EQ0746'
 EQ0746'TO REACH FROM THE JUNCTION OF CALIFORNIA AND MANZANARES STREETS
 EQ0746'IN SOCORRO, GO NORTH ON CALIFORNIA, 1.35 MILES TO AN INTERCHANGE
 EQ0746'ON-RAMP.  GO NORTH ON INTERSTATE 25, 1.8 MILES TO THE ESCONDIDA
 EQ0746'EXIT OFF-RAMP.  MAKE A RIGHT TURN AT THE END OF THE
 EQ0746'OFF-RAMP, CONTINUE EAST 0.2 MILES TO A TURN.  TURN LEFT, NORTH,
 EQ0746'AND CONTINUE 1.25 MILES TO A ROAD RIGHT.  TURN RIGHT, EAST, AND
 EQ0746'TRAVEL 100 FEET TO THE RAILROAD TRACKS CROSSING AND A BRIDGE,
 EQ0746'CONTINUE 0.8 MILES TO A FORK.  TAKE LEFT FORK AND GO 0.2 MILES
 EQ0746'TO A FORK.  TAKE LEFT FORK AND FOLLOW MAIN ROAD 4.5 MILES
 EQ0746'TO A CATTLE GUARD, CONTINUE ON MAIN ROAD 1.1 MILES TO A SIDE
 EQ0746'ROAD LEFT.  TURN LEFT AND GO 0.2 MILES, TURN LEFT AND GO
 EQ0746'CROSS-COUNTRY, SOUTHWEST, 0.2 MILE TO THE BASE OF A SMALL PEAK.
 EQ0746'CONTINUE SOUTHWESTERLY 0.4 MILE TO A LARGE DRY WASH AT THE BASE
 EQ0746'OF THE PEAK.  FROM HERE PACK SOUTHWEST TO HIGHEST POINT OF THE
 EQ0746'PEAK AND THE STATION.
 EQ0746'
 EQ0746'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 EQ0746'10 MILES NNE OF SOCORRO.
 EQ0746
 EQ0746                          STATION RECOVERY (1973)
 EQ0746
 EQ0746'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (LFS)
 EQ0746'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK
 EQ0746'WERE RECOVERED IN THE DESCRIBED LOCATIONS AND FOUND IN GOOD
 EQ0746'CONDITION.  THE ANGLES AND DISTANCES TO THE MARKS CHECK THE 1954
 EQ0746'DATA.  A NEW ROUTE TO THE STATION FOLLOWS.
 EQ0746'
 EQ0746'TO REACH THE STATION FROM THE POST OFFICE IN SOCORRO, GO NORTH
 EQ0746'ALONG U.S. HIGHWAY 85 AND INTERSTATE HIGHWAY 25 FOR 2.9 MILES TO
 EQ0746'ESCONDIDA EXIT.  EXIT AND CONTINUE NORTH ALONG OLD HIGHWAY 85 FOR
 EQ0746'1.7 MILES TO A SIDE ROAD RIGHT AT SIGN, ESCONDIDA LAKE.  TURN
 EQ0746'RIGHT AND GO EAST FOR 0.9 MILE TO A CROSS ROAD.  TURN LEFT AND GO
 EQ0746'NORTH AND EAST ALONG WINDING ROAD FOR 5.8 MILES TO A FORK.  TAKE
 EQ0746'THE LEFT FORK PER SIGN SANTILLANES AND FOLLOW THE MAIN TRAVELED
 EQ0746'ROAD FOR 2.2 MILES.  TURN LEFT ALONG THE NORTH BASE OF THE HILLS
 EQ0746'FOR 0.15 MILE TO THE AZIMUTH NEAR A VERY PROMINENT OUTCROP.
 EQ0746'CONTINUE WEST AND ALITTLE SOUTH ACROSS COUNTRY FOR 1/2 MILE
 EQ0746'TO THE BASE OF THE MAIN HILL.  PACK TO THE TOP AND STATION,
 EQ0746'ABOUT 1/2 MILE PACK.
 EQ0746'
 EQ0746'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 EQ0746'
 EQ0746'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 EQ0746'10 MILES NORTH-NORTHEAST OF SOCORRO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0549 ***********************************************************************
 EP0549  DESIGNATION -  ALAMO
 EP0549  PID         -  EP0549
 EP0549  STATE/COUNTY-  NM/DE BACA
 EP0549  USGS QUAD   -  CONEJO CREEK WEST (1982)
 EP0549
 EP0549                         *CURRENT SURVEY CONTROL
 EP0549  ___________________________________________________________________
 EP0549* NAD 83(1992)-  34 13 59.89948(N)    104 22 41.61289(W)     ADJUSTED  
 EP0549* NAVD 88     -      1290.2    (meters)    4233.     (feet)  VERTCON   
 EP0549  ___________________________________________________________________
 EP0549  LAPLACE CORR-          -1.55  (seconds)                    DEFLEC99
 EP0549  GEOID HEIGHT-         -23.58  (meters)                     GEOID03
 EP0549
 EP0549  HORZ ORDER  -  SECOND
 EP0549
 EP0549.The horizontal coordinates were established by classical geodetic methods
 EP0549.and adjusted by the National Geodetic Survey in December 1993..
 EP0549
 EP0549.The NAVD 88 height was computed by applying the VERTCON shift value to
 EP0549.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EP0549
 EP0549.The Laplace correction was computed from DEFLEC99 derived deflections.
 EP0549
 EP0549.The geoid height was determined by GEOID03.
 EP0549
 EP0549;                    North         East     Units Scale Factor Converg.
 EP0549;SPC NM E     -   358,534.718   160,864.368   MT  0.99990930   -0 01 30.9
 EP0549;SPC NM E     - 1,176,292.65    527,769.18   sFT  0.99990930   -0 01 30.9
 EP0549;UTM  13      - 3,788,199.707   557,262.460   MT  0.99964042   +0 20 59.3
 EP0549
 EP0549!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EP0549!SPC NM E     -   0.99980120  x   0.99990930  =   0.99971052
 EP0549!UTM  13      -   0.99980120  x   0.99964042  =   0.99944169
 EP0549
 EP0549|---------------------------------------------------------------------|
 EP0549| PID    Reference Object                     Distance      Geod. Az  |
 EP0549|                                                           dddmmss.s |
 EP0549| CJ5596 ALAMO RM 1                           15.385 METERS 05147     |
 EP0549| CJ5597 ALAMO RM 2                           15.942 METERS 22835     |
 EP0549| EP0548 SKIP                                APPROX. 9.4 KM 2335801.1 |
 EP0549|---------------------------------------------------------------------|
 EP0549
 EP0549                          SUPERSEDED SURVEY CONTROL
 EP0549
 EP0549  NAD 83(1986)-  34 13 59.90619(N)    104 22 41.61032(W) AD(       ) 2
 EP0549  NAD 27      -  34 13 59.63672(N)    104 22 39.70583(W) AD(       ) 2
 EP0549  NGVD 29 (07/19/86) 1289.6    (m)         4231.     (f) VERT ANG       
 EP0549
 EP0549.Superseded values are not recommended for survey control.
 EP0549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EP0549.See file dsdata.txt to determine how the superseded data were derived.
 EP0549
 EP0549_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SET5726288200(NAD 83)
 EP0549_MARKER: DD = SURVEY DISK
 EP0549_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 EP0549+WITH SETTING: INFORMATION.
 EP0549_SP_SET: PREFABRICATED CONCRETE POST
 EP0549
 EP0549  HISTORY     - Date     Condition        Report By
 EP0549  HISTORY     - 1967     MONUMENTED       USGS
 EP0549
 EP0549                          STATION DESCRIPTION
 EP0549
 EP0549'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (WCN)
 EP0549'STATION IS LOCATED S. 25 DEG W. ABOUT 18 MI. (AIRLINE) FROM
 EP0549'FORT SUMNER, NEW MEXICO, S. 43 DEG E., ABOUT 20 MI. (AIRLINE)
 EP0549'FROM YESO, NEW MEXICO.  THE STATION IS ON THE HWY. R/W 97 FT. NW.
 EP0549'OF STATE HIGHWAY NO. 20, AT THE SW. END OF A PROMINENT TOP, 0.2
 EP0549'MI. SE. OF A WINDMILL, 3.5 FT. W. OF A USGS WITNESS SIGN
 EP0549'MOUNTED ON A METAL POST.  THE STATION SITE CAN BE LOCATED FROM
 EP0549'THE FORT SUMNER (NI 13-5) 1--250,000 SERIES MAP.
 EP0549'
 EP0549'STATION MARK--A USGS BRONZE TABLET CRIMPED TO A COPPERWELD
 EP0549'ROD DRIVEN 10 FT., CENTERED IN AN ORANGEBURG TILE, 6 IN. IN
 EP0549'DIAMETER, 12 IN. LONG FILLED WITH GRAVEL.  THE TABLET IS FLUSH
 EP0549'WITH THE GROUND AND STAMPED ALAMO ET 1967.
 EP0549'
 EP0549'REFERENCE MARK NO. 1--A USGS BRONZE R.M. TABLET CRIMPED TO A
 EP0549'COPPERWELD ROD DRIVEN 15 FT., CENTERED IN AN ORANGEBURG TILE,
 EP0549'6 IN. IN DIAMETER, 12 IN LONG FILLED WITH GRAVEL.  R.M. NO. 1
 EP0549'IS FLUSH WITH THE GROUND AND STAMPED ALAMO ET R.M. NO. 1 1967.
 EP0549'
 EP0549'REFERENCE MARK NO. 2--A USGS BRONZE R.M. TABLET CRIMPED TO A
 EP0549'COPPERWELD ROD DRIVEN 10 FT., CENTERED IN AN ORANGEBURG TILE,
 EP0549'6 IN. IN DIAMETER, 12 IN. LONG FILLED WITH GRAVEL.  R.M. NO. 2
 EP0549'IS FLUSH WITH THE GROUND AND STAMPED ALAMO ET R.M. NO. 2 1967.
 EP0549'
 EP0549'SKIP ET 1967 IS VISIBLE FROM THE GROUND AT THIS STATION, AND
 EP0549'WILL SERVE AS THE AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM1062 ***********************************************************************
 FM1062  DESIGNATION -  ALAMO
 FM1062  PID         -  FM1062
 FM1062  STATE/COUNTY-  NM/HARDING
 FM1062  USGS QUAD   -  ARROYO DEL ALAMO (1973)
 FM1062
 FM1062                         *CURRENT SURVEY CONTROL
 FM1062  ___________________________________________________________________
 FM1062* NAD 83(1992)-  35 49 10.93228(N)    103 46 08.33917(W)     ADJUSTED  
 FM1062* NAVD 88     -      1336.31   (+/-2cm)    4384.2    (feet)  VERTCON   
 FM1062  ___________________________________________________________________
 FM1062  LAPLACE CORR-          -4.46  (seconds)                    DEFLEC99
 FM1062  GEOID HEIGHT-         -21.14  (meters)                     GEOID03
 FM1062
 FM1062  HORZ ORDER  -  SECOND
 FM1062  VERT ORDER  -  THIRD ? (See Below)
 FM1062
 FM1062.The horizontal coordinates were established by classical geodetic methods
 FM1062.and adjusted by the National Geodetic Survey in December 1993..
 FM1062
 FM1062.The NAVD 88 height was computed by applying the VERTCON shift value to
 FM1062.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FM1062.The vertical order pertains to the NGVD 29 superseded value.
 FM1062
 FM1062.The Laplace correction was computed from DEFLEC99 derived deflections.
 FM1062
 FM1062.The geoid height was determined by GEOID03.
 FM1062
 FM1062;                    North         East     Units Scale Factor Converg.
 FM1062;SPC NM E     -   534,661.504   215,995.094   MT  0.99994112   +0 19 49.0
 FM1062;SPC NM E     - 1,754,135.28    708,643.90   sFT  0.99994112   +0 19 49.0
 FM1062;UTM  13      - 3,964,650.424   611,203.338   MT  0.99975238   +0 43 13.8
 FM1062
 FM1062!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FM1062!SPC NM E     -   0.99979362  x   0.99994112  =   0.99973475
 FM1062!UTM  13      -   0.99979362  x   0.99975238  =   0.99954605
 FM1062
 FM1062|---------------------------------------------------------------------|
 FM1062| PID    Reference Object                     Distance      Geod. Az  |
 FM1062|                                                           dddmmss.s |
 FM1062| FM0762 T 297                                17.460 METERS 03503     |
 FM1062| CJ5595 ALAMO RM 1                           10.615 METERS 13351     |
 FM1062| FM0761 U 297                                              2382258.6 |
 FM1062|---------------------------------------------------------------------|
 FM1062
 FM1062                          SUPERSEDED SURVEY CONTROL
 FM1062
 FM1062  NAD 83(1986)-  35 49 10.94102(N)    103 46 08.33605(W) AD(       ) 2
 FM1062  NAD 27      -  35 49 10.80170(N)    103 46 06.46090(W) AD(       ) 2
 FM1062  NGVD 29 (07/19/86) 1335.67   (m)         4382.1    (f) LEVELING    3  
 FM1062
 FM1062.Superseded values are not recommended for survey control.
 FM1062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM1062.See file dsdata.txt to determine how the superseded data were derived.
 FM1062
 FM1062_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFV1120364650(NAD 83)
 FM1062_MARKER: DS = TRIANGULATION STATION DISK
 FM1062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM1062
 FM1062  HISTORY     - Date     Condition        Report By
 FM1062  HISTORY     - 1960     MONUMENTED       CGS
 FM1062
 FM1062                          STATION DESCRIPTION
 FM1062
 FM1062'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (HWK)
 FM1062'THE STATION IS APPROXIMATELY 10-1/4 MILES EAST AND 3 MILES
 FM1062'NORTH OF MOSQUERO, 3 MILES NORTHEAST OF THE JUNCTION OF STATE
 FM1062'HIGHWAY 39 AND 65 AND ON THE PROPERTY OF THE MITCHELL RANCH.
 FM1062'
 FM1062'TO REACH THE STATION FROM THE POST OFFICE IN MOSQUERO, GO EAST
 FM1062'ON STATE HIGHWAY 39 FOR 10 MILES TO THE JUNCTION OF STATE
 FM1062'HIGHWAY 65.  TURN LEFT, NORTH, ON HIGHWAY 65 FOR 0.6 MILE TO A
 FM1062'GRAVEL SIDE ROAD ON THE LEFT.  CONTINUE NORTH ON HIGHWAY 65
 FM1062'FOR 1.5 MILES TO U 297 1957 ON THE LEFT.  CONTINUE ON HIGHWAY
 FM1062'65 FOR 0.8 MILE TO THE STATION ON THE RIGHT.
 FM1062'
 FM1062'STATION MARKS ARE STANDARD DISKS STAMPED ALAMO 1960.  THE
 FM1062'SURFACE DISK IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4
 FM1062'INCHES.  IT IS 81 FEET SOUTHEAST OF THE CENTER LINE OF HIGHWAY
 FM1062'65, 36 FEET SOUTH OF THE CENTER OF A WIRE GATE, 6 FEET
 FM1062'SOUTHEAST OF A FENCE AND 5.1 FEET SOUTHEAST OF A METAL WITNESS
 FM1062'POST.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF
 FM1062'CONCRETE 28 INCHES BELOW THE SURFACE OF THE GROUND.
 FM1062'
 FM1062'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED ALAMO NO 1
 FM1062'1960, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4
 FM1062'INCHES.  IT IS 41 FEET SOUTHEAST OF THE FENCE AND 28 FEET
 FM1062'SOUTH OF THE CENTER OF A TRACK ROAD.
 FM1062'
 FM1062'REFERENCE MARK NO. 2, A STANDARD U.S. COAST AND GEODETIC
 FM1062'SURVEY BENCH MARK DISK STAMPED T 297 1957, IS SET IN A ROUND
 FM1062'CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS 76 FEET SOUTHEAST
 FM1062'OF THE CENTER LINE OF HIGHWAY 65, 21 FEET NORTHEAST OF THE
 FM1062'CENTER OF THE WIRE GATE AND 1.5 FEET SOUTHEAST OF THE FENCE.
 FM1062'
 FM1062'AZIMUTH MARK, A STANDARD U.S. COAST AND GEODETIC SURVEY BENCH
 FM1062'MARK DISK STAMPED D 297 1957, IS SET IN A ROUND CONCRETE POST
 FM1062'WHICH PROJECTS 6 INCHES.  IT IS 74.5 FEET NORTHWEST OF THE
 FM1062'CENTER LINE OF HIGHWAY 65, 2.7 FEET NORTHEAST OF A METAL
 FM1062'WITNESS POST AND 2 FEET SOUTHEAST OF A FENCE.
 FM1062'
 FM1062'NOTE--REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0740 ***********************************************************************
 FN0740  DESIGNATION -  ALAMO
 FN0740  PID         -  FN0740
 FN0740  STATE/COUNTY-  NM/SANTA FE
 FN0740  USGS QUAD   -  SETON VILLAGE (1993)
 FN0740
 FN0740                         *CURRENT SURVEY CONTROL
 FN0740  ___________________________________________________________________
 FN0740* NAD 83(1992)-  35 31 26.10309(N)    105 59 19.96330(W)     ADJUSTED  
 FN0740* NAVD 88     -      1967.98   (+/-2cm)    6456.6    (feet)  VERTCON   
 FN0740  ___________________________________________________________________
 FN0740  LAPLACE CORR-           6.61  (seconds)                    DEFLEC99
 FN0740  GEOID HEIGHT-         -19.09  (meters)                     GEOID03
 FN0740
 FN0740  HORZ ORDER  -  THIRD
 FN0740  VERT ORDER  -  THIRD ? (See Below)
 FN0740
 FN0740.The horizontal coordinates were established by classical geodetic methods
 FN0740.and adjusted by the National Geodetic Survey in December 1993..
 FN0740
 FN0740.The NAVD 88 height was computed by applying the VERTCON shift value to
 FN0740.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FN0740.The vertical order pertains to the NGVD 29 superseded value.
 FN0740
 FN0740.The Laplace correction was computed from DEFLEC99 derived deflections.
 FN0740
 FN0740.The geoid height was determined by GEOID03.
 FN0740
 FN0740;                    North         East     Units Scale Factor Converg.
 FN0740;SPC NM C     -   501,725.989   523,682.011   MT  0.99990691   +0 09 06.2
 FN0740;SPC NM C     - 1,646,079.35  1,718,113.40   sFT  0.99990691   +0 09 06.2
 FN0740;UTM  13      - 3,931,595.637   410,340.661   MT  0.99969906   -0 34 28.6
 FN0740
 FN0740!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FN0740!SPC NM C     -   0.99969420  x   0.99990691  =   0.99960114
 FN0740!UTM  13      -   0.99969420  x   0.99969906  =   0.99939335
 FN0740
 FN0740                          SUPERSEDED SURVEY CONTROL
 FN0740
 FN0740  NAD 83(1986)-  35 31 26.10678(N)    105 59 19.96611(W) AD(       ) 3
 FN0740  NGVD 29 (09/14/90) 1966.97   (m)         6453.3    (f) LEVELING    3  
 FN0740
 FN0740.Superseded values are not recommended for survey control.
 FN0740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0740.See file dsdata.txt to determine how the superseded data were derived.
 FN0740
 FN0740_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV1034131596(NAD 83)
 FN0740_MARKER: DS = TRIANGULATION STATION DISK
 FN0740_SETTING: 0 = UNSPECIFIED SETTING
 FN0740_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FN0740
 FN0740  HISTORY     - Date     Condition        Report By
 FN0740  HISTORY     - 1951     MONUMENTED       USGS
 FN0740
 FN0740                          STATION DESCRIPTION
 FN0740
 FN0740'DESCRIBED BY US GEOLOGICAL SURVEY 1951
 FN0740'STATION LIES ABOUT 11 MI. S. AND 3 MI. W. OF SANTA FE, NEW MEXICO,
 FN0740'ABOUT 1200 FT. S. OF A DRAIN AND ON THE SLOPE OF A RIDGE IN SE. 1/4
 FN0740'SEC. 16, T 15 N, R 9 E.
 FN0740'
 FN0740'TO REACH FROM THE PLAZA IN SANTA FE PROCEED SW. ALONG U.S. HIGHWAY 85
 FN0740'8.9 MI. TO JUNCTION WITH STATE HIGHWAY 10, THENCE LEFT, S., ALONG
 FN0740'HIGHWAY 10 5.0 MI. TO WOODEN GATE ON LEFT, THENCE LEFT THRU GATE
 FN0740'EASTERLY 1.2 MI. TO FORKS, THENCE RIGHT EASTERLY 0.8 MI. TO WIDE
 FN0740'DRAIN, THENCE CONTINUE UP DRAIN EASTERLY ALONG RD. 2.3 MI. TO
 FN0740'WINDMILL.  STATION LIES 1035 FT. S. OF SW. CORNER OF CORRAL AND 202
 FN0740'FT. W. OF RD. IN SIDE DRAIN.
 FN0740'
 FN0740'STATION MARK--STANDARD TABLET SET IN TOP OF A 7 BY 7 IN. CONCRETE POST
 FN0740'PROJECTING 6 IN. ABOVE THE GROUND AND STAMPED---SF-ALAMO 1951
 FN0740'6453---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0935 ***********************************************************************
 CW0935  DESIGNATION -  ALAMO LOOKOUT TOWER
 CW0935  PID         -  CW0935
 CW0935  STATE/COUNTY-  NM/OTERO
 CW0935  USGS QUAD   -  SACRAMENTO PEAK (1981)
 CW0935
 CW0935                         *CURRENT SURVEY CONTROL
 CW0935  ___________________________________________________________________
 CW0935* NAD 83(1992)-  32 52 20.84713(N)    105 48 44.81049(W)     ADJUSTED  
 CW0935* NAVD 88     -                                                        
 CW0935  ___________________________________________________________________
 CW0935  LAPLACE CORR-          16.02  (seconds)                    DEFLEC99
 CW0935  GEOID HEIGHT-         -20.55  (meters)                     GEOID03
 CW0935
 CW0935  HORZ ORDER  -  THIRD
 CW0935
 CW0935.The horizontal coordinates were established by classical geodetic methods
 CW0935.and adjusted by the National Geodetic Survey in December 1993..
 CW0935
 CW0935
 CW0935.The Laplace correction was computed from DEFLEC99 derived deflections.
 CW0935
 CW0935.The geoid height was determined by GEOID03.
 CW0935
 CW0935;                    North         East     Units Scale Factor Converg.
 CW0935;SPC NM C     -   207,692.934   540,945.502   MT  0.99992067   +0 14 15.0
 CW0935;SPC NM C     -   681,405.90  1,774,752.03   sFT  0.99992067   +0 14 15.0
 CW0935;UTM  13      - 3,637,440.216   423,994.489   MT  0.99967123   -0 26 27.6
 CW0935
 CW0935                          SUPERSEDED SURVEY CONTROL
 CW0935
 CW0935  NAD 83(1986)-  32 52 20.85424(N)    105 48 44.81940(W) AD(       ) 4
 CW0935  NAD 27      -  32 52 20.51500(N)    105 48 42.85400(W) AD(       ) 3
 CW0935
 CW0935.Superseded values are not recommended for survey control.
 CW0935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0935.See file dsdata.txt to determine how the superseded data were derived.
 CW0935
 CW0935_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDS2399437440(NAD 83)
 CW0935_MARKER: 57 = LOOKOUT TOWER
 CW0935
 CW0935  HISTORY     - Date     Condition        Report By
 CW0935  HISTORY     - 1943     FIRST OBSERVED   CGS
 CW0935
 CW0935                          STATION DESCRIPTION
 CW0935
 CW0935'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (EHB)
 CW0935'LOCATED ABOUT 6.5 MILES AIRLINE SSW OF CLOUDCROFT, ABOUT 6.5
 CW0935'MILES AIRLINE SSE OF HIGH ROLLS, ABOUT 2.5 MILES W OF THE
 CW0935'HIGH ROLLS-MARCIA HIGHWAY IN THE LINCOLN NATIONAL FOREST
 CW0935'ON THE W EDGE OF A RIDGE OVERLOOKING THE VALLEY TOWARD ALAMOGORDO.
 CW0935'
 CW0935'A 50-FOOT STEEL TOWER WITH AN 8- BY 8-FOOT GLASS-ENCLOSED
 CW0935'BOOTH AT TOP.  THE TOWER IS A 4-LEGGED TYPE EMBEDDED IN
 CW0935'CONCRETE WITH A WINDING STAIRWAY LEADING TO THE BOTTOM OF THE
 CW0935'BOOTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0930 ***********************************************************************
 CW0930  DESIGNATION -  ALAMO PEAK
 CW0930  PID         -  CW0930
 CW0930  STATE/COUNTY-  NM/OTERO
 CW0930  USGS QUAD   -  HIGH ROLLS (1982)
 CW0930
 CW0930                         *CURRENT SURVEY CONTROL
 CW0930  ___________________________________________________________________
 CW0930* NAD 83(1992)-  32 52 51.51219(N)    105 52 15.44471(W)     ADJUSTED  
 CW0930* NAVD 88     -      2401.     (meters)    7877.     (feet)  SCALED    
 CW0930  ___________________________________________________________________
 CW0930  LAPLACE CORR-          17.79  (seconds)                    DEFLEC99
 CW0930  GEOID HEIGHT-         -21.11  (meters)                     GEOID03
 CW0930
 CW0930  HORZ ORDER  -  SECOND
 CW0930
 CW0930.The horizontal coordinates were established by classical geodetic methods
 CW0930.and adjusted by the National Geodetic Survey in December 1993..
 CW0930
 CW0930.The orthometric height was scaled from a topographic map.
 CW0930
 CW0930.The Laplace correction was computed from DEFLEC99 derived deflections.
 CW0930
 CW0930.The geoid height was determined by GEOID03.
 CW0930
 CW0930;                    North         East     Units Scale Factor Converg.
 CW0930;SPC NM C     -   208,616.344   535,466.845   MT  0.99991551   +0 12 20.8
 CW0930;SPC NM C     -   684,435.46  1,756,777.47   sFT  0.99991551   +0 12 20.8
 CW0930;UTM  13      - 3,638,428.206   418,528.473   MT  0.99968184   -0 28 22.3
 CW0930
 CW0930!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CW0930!SPC NM C     -   0.99962653  x   0.99991551  =   0.99954207
 CW0930!UTM  13      -   0.99962653  x   0.99968184  =   0.99930849
 CW0930
 CW0930:                Primary Azimuth Mark                     Grid Az
 CW0930:SPC NM C     -  ALAMO PEAK AZ MK                         075 39 48.0
 CW0930:UTM  13      -  ALAMO PEAK AZ MK                         076 20 31.1
 CW0930
 CW0930|---------------------------------------------------------------------|
 CW0930| PID    Reference Object                     Distance      Geod. Az  |
 CW0930|                                                           dddmmss.s |
 CW0930| CH7827 ALAMO PEAK AZ MK                                   0755208.8 |
 CW0930| CW0935 ALAMO LOOKOUT TOWER                 APPROX. 5.6 KM 0994622.3 |
 CW0930| CH7829 ALAMO PEAK RM 2                       3.554 METERS 14138     |
 CW0930| CW0948 ALAMOGORDO S PACIFIC RR TANK        APPROX. 8.8 KM 2834737.1 |
 CW0930|---------------------------------------------------------------------|
 CW0930
 CW0930                          SUPERSEDED SURVEY CONTROL
 CW0930
 CW0930  NAD 83(1986)-  32 52 51.52042(N)    105 52 15.44750(W) AD(       ) 2
 CW0930  NAD 27      -  32 52 51.18960(N)    105 52 13.49230(W) AD(       ) 2
 CW0930
 CW0930.Superseded values are not recommended for survey control.
 CW0930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0930.See file dsdata.txt to determine how the superseded data were derived.
 CW0930
 CW0930_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDS1852838428(NAD 83)
 CW0930_MARKER: DS = TRIANGULATION STATION DISK
 CW0930_SETTING: 66 = SET IN ROCK OUTCROP
 CW0930_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 CW0930
 CW0930  HISTORY     - Date     Condition        Report By
 CW0930  HISTORY     - 1943     MONUMENTED       CGS
 CW0930
 CW0930                          STATION DESCRIPTION
 CW0930
 CW0930'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (EHB)
 CW0930'LOCATED ABOUT FIVE MILES E AND ONE MILE S OF ALAMOGORDO, NEAR
 CW0930'THE N SIDE, CENTER OF SEC. 25, T 16 S, R 10 E, ON THE SUMMIT
 CW0930'OF PROMINENT FOOTHILL PEAK KNOWN AS ALAMO PEAK.  THE PEAK
 CW0930'IS ON THE W SLOPE OF THE SACRAMENTO MOUNTAINS.
 CW0930'
 CW0930'STATION IS A U.S.C. AND G.S. AND STATE SURVEY DISK SET IN A
 CW0930'DRILL HOLE IN BEDROCK.  DISK IS STAMPED ALAMO PK.
 CW0930'
 CW0930'REFERENCE MARK 1 IS 26.100 FEET NNW OF THE STATION.  A
 CW0930'BRONZE DISK SET IN A DRILL HOLE IN ROCK OUTCROPPING, ABOUT
 CW0930'3-1/2 FEET LOWER THAN STATION.  DISK IS STAMPED ALAMO PK
 CW0930'1943 NO 1.
 CW0930'
 CW0930'REFERENCE MARK NO. 2 IS 11.662 FEET SE OF THE STATION.  A
 CW0930'BRONZE DISK SET IN A DRILL HOLE IN LARGE BOULDER.  STAMPED
 CW0930'ALAMO PK 1943 NO 2.
 CW0930'
 CW0930'AZIMUTH MARK IS REACHED AT A POINT ABOUT 0.20 MILE NE OF
 CW0930'FORKS OF MAIN ROAD AND ROAD LEADING TO THE OLD MINE, 9 FEET
 CW0930'S OF CENTER LINE OF ROAD, AT ABOUT ROAD LEVEL.  A BRONZE
 CW0930'DISK SET IN A DRILL HOLE IN TOP OF A POINTED ROCK ABOUT 1
 CW0930'FOOT SQUARE AND PROJECTING ABOUT 10 INCHES ABOVE THE GROUND.
 CW0930'DISK IS STAMPED ALAMO PK 1943.
 CW0930'
 CW0930'TO REACH FROM THE POST OFFICE AT HIGH ROLLS, GO W ON STATE
 CW0930'HIGHWAY 83 TOWARD ALAMOGORDO 0.05 MILE.  THENCE LEFT ACROSS
 CW0930'A CATTLE GUARD AS PER SIGN WEST SIDE ROAD, AND FOLLOW MAIN
 CW0930'TRAVELED GRADED DIRT ROAD S FOR ABOUT 8.20 MILES TO WHERE
 CW0930'MAIN ROAD CURVES TO THE LEFT AND STARTS DOWN A STEEP GRADE,
 CW0930'AND A TRACK ROAD LEADS RIGHT TO AN OLD ABANDONED MINE AND
 CW0930'DESERTED BUILDINGS.  TURN RIGHT ON TRACK ROAD AND PROCEED
 CW0930'FOR 0.40 MILE TO THE BUILDINGS AND END OF TRUCK TRAVEL.
 CW0930'FROM A POINT ABOUT 75 YARDS NE OF LOG CABIN, STATION PEAK
 CW0930'IS VISIBLE AT MAGNETIC BEARING 248 DEG AND IS ABOUT 0.90
 CW0930'MILE DISTANCE.  FROM END OF TRUCK TRAVEL PACK SW ALONG A
 CW0930'GOOD TRAIL FOR ABOUT 0.40 MILE TO A POINT WHERE MAIN TRAIL
 CW0930'BEARS RIGHT AND A DIM TRAIL TO LEFT.  TAKE DIM TRAIL LEFT
 CW0930'AND PACK ABOUT 0.50 MILE, SKIRTING FIRST PEAK AND
 CW0930'CLIMBING SECOND PEAK TO TOP AND STATION.
 CW0930'
 CW0930'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0952 ***********************************************************************
 CW0952  FBN         -  This is a Federal Base Network Control Station.
 CW0952  SACS        -  This is a Secondary Airport Control Station.
 CW0952  DESIGNATION -  ALAMOAIR
 CW0952  PID         -  CW0952
 CW0952  STATE/COUNTY-  NM/OTERO
 CW0952  USGS QUAD   -  ALAMOGORDO SOUTH (1981)
 CW0952
 CW0952                         *CURRENT SURVEY CONTROL
 CW0952  ___________________________________________________________________
 CW0952* NAD 83(1992)-  32 50 24.87685(N)    105 59 47.43133(W)     ADJUSTED  
 CW0952* NAVD 88     -      1267.28   (meters)    4157.7    (feet)  GPS OBS   
 CW0952  ___________________________________________________________________
 CW0952  X           -  -1,478,521.411 (meters)                     COMP
 CW0952  Y           -  -5,157,402.987 (meters)                     COMP
 CW0952  Z           -   3,439,761.224 (meters)                     COMP
 CW0952  LAPLACE CORR-           9.16  (seconds)                    DEFLEC99
 CW0952  ELLIP HEIGHT-        1244.96  (meters)          (05/26/00) GPS OBS
 CW0952  GEOID HEIGHT-         -22.37  (meters)                     GEOID03
 CW0952
 CW0952  HORZ ORDER  -  B
 CW0952  ELLP ORDER  -  SECOND    CLASS I
 CW0952
 CW0952.This mark is at Alamogordo-White Sands Regional Airport (ALM)
 CW0952
 CW0952.The horizontal coordinates were established by GPS observations
 CW0952.and adjusted by the National Geodetic Survey in May 1992..
 CW0952
 CW0952.The orthometric height was determined by GPS observations and a
 CW0952.high-resolution geoid model.
 CW0952
 CW0952.GPS derived orthometric heights for airport stations designated as
 CW0952.PACS or SACS are published to 2 decimal places.  This maintains
 CW0952.centimeter relative accuracy between the PACS and SACS.  It does
 CW0952.not indicate centimeter accuracy relative to other marks which are
 CW0952.part of the NAVD 88 network.
 CW0952
 CW0952.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CW0952
 CW0952.The Laplace correction was computed from DEFLEC99 derived deflections.
 CW0952
 CW0952.The ellipsoidal height was determined by GPS observations
 CW0952.and is referenced to NAD 83.
 CW0952
 CW0952.The geoid height was determined by GEOID03.
 CW0952
 CW0952;                    North         East     Units Scale Factor Converg.
 CW0952;SPC NM C     -   204,064.308   523,729.836   MT  0.99990694   +0 08 14.9
 CW0952;SPC NM C     -   669,500.98  1,718,270.30   sFT  0.99990694   +0 08 14.9
 CW0952;UTM  13      - 3,634,016.387   406,740.955   MT  0.99970724   -0 32 25.6
 CW0952
 CW0952!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CW0952!SPC NM C     -   0.99980457  x   0.99990694  =   0.99971153
 CW0952!UTM  13      -   0.99980457  x   0.99970724  =   0.99951187
 CW0952
 CW0952:                Primary Azimuth Mark                     Grid Az
 CW0952:SPC NM C     -  ALAMOAIR AZ MK                           137 24 59.0
 CW0952:UTM  13      -  ALAMOAIR AZ MK                           138 05 39.5
 CW0952
 CW0952|---------------------------------------------------------------------|
 CW0952| PID    Reference Object                     Distance      Geod. Az  |
 CW0952|                                                           dddmmss.s |
 CW0952| CW0985 ALAMOAIR AZ MK                      474.594 METERS 1373313.9 |
 CW0952|---------------------------------------------------------------------|
 CW0952
 CW0952                          SUPERSEDED SURVEY CONTROL
 CW0952
 CW0952  ELLIP H (12/21/93) 1245.02   (m)                       GP(       ) 4 1
 CW0952  NAD 83(1986)-  32 50 24.88156(N)    105 59 47.43313(W) AD(       ) 1
 CW0952  NAD 27      -  32 50 24.56400(N)    105 59 45.46685(W) AD(       ) 1
 CW0952  NGVD 29 (03/22/89) 1266.2    (m)         4154.     (f) GPS OBS        
 CW0952
 CW0952.Superseded values are not recommended for survey control.
 CW0952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0952.See file dsdata.txt to determine how the superseded data were derived.
 CW0952
 CW0952_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDS0674134016(NAD 83)
 CW0952_MARKER: F = FLANGE-ENCASED ROD
 CW0952_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 CW0952_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 CW0952_STAMPING: ALAMOAIR 1987
 CW0952_MARK LOGO: NGS   
 CW0952_PROJECTION: FLUSH
 CW0952_MAGNETIC: N = NO MAGNETIC MATERIAL
 CW0952_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CW0952_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CW0952+SATELLITE: SATELLITE OBSERVATIONS - February 06, 2004
 CW0952_ROD/PIPE-DEPTH: 11.3 meters
 CW0952_SLEEVE-DEPTH  : 0.91 meters
 CW0952
 CW0952  HISTORY     - Date     Condition        Report By
 CW0952  HISTORY     - 1988     MONUMENTED       NGS
 CW0952  HISTORY     - 1988     GOOD             NGS
 CW0952  HISTORY     - 19920610 GOOD             NMHD
 CW0952  HISTORY     - 19960111 GOOD             CHANCE
 CW0952  HISTORY     - 19970422 GOOD             NGS
 CW0952  HISTORY     - 19981217 GOOD             NGS
 CW0952  HISTORY     - 20040206 GOOD             ORBITE
 CW0952
 CW0952                          STATION DESCRIPTION
 CW0952
 CW0952'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988 (MRM)
 CW0952'THE STATION IS LOCATED ABOUT 9.7 KM (6.0 MI)
 CW0952'SOUTHWEST OF ALAMOGORDO,
 CW0952'4.8 KM (3.0 MI) WEST OF U.S HIGHWAY 54,
 CW0952'2.3 KM (1.4 MI) SOUTH OF U.S. HIGHWAY 70 AND
 CW0952'0.2 KM (0.1 MI) NORTHWEST OF THE ALAMOGORDO AIRPORT TERMINAL
 CW0952'BUILDING.
 CW0952'OWNERSHIP--CITY OF ALAMOGORDO, LES WEILACHER - AIRPORT MANAGER,
 CW0952'511 10TH STREET, ALAMOGORDO NM 88310, PHONE 505-437-3218.
 CW0952'
 CW0952'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 54 AND 70,
 CW0952'ON THE SOUTHWEST SIDE OF ALAMOGORDO, GO SOUTHWEST FOR
 CW0952'3.1 KM (1.95 MI) ON U.S. HIGHWAY 70 TO AIRPORT ROAD ON THE LEFT.
 CW0952'TURN LEFT AND GO SOUTH FOR 2.3 KM (1.4 MI) ON AIRPORT ROAD TO THE
 CW0952'STATION ON THE RIGHT.
 CW0952'
 CW0952'THE STATION IS A PUNCH MARK ON TOP OF A STAINLESS STEEL ROD
 CW0952'THAT IS ---UNSTAMPED---,
 CW0952'DRIVEN TO A DEPTH OF 11.3 METERS (37.0 FT), INSIDE A
 CW0952'GREASE-FILLED SLEEVE EXTENDING TO A DEPTH OF 0.9 METERS (3.0 FT),
 CW0952'ENCASED IN A PVC PIPE WITH NGS LOGO FLANGE STAMPED---ALAMOAIR
 CW0952'1987---,
 CW0952'FLUSH WITH GROUND.  LOCATED
 CW0952'57.1 METERS (187.3 FT) SOUTHWEST FROM THE APPROXIMATE CENTER OF
 CW0952'AIRPORT ROAD,
 CW0952'1.3 METERS (4.3 FT) NORTH FROM A CARSONITE WITNESS POST,
 CW0952'1.2 METERS (3.9 FT) WEST-SOUTHWEST FROM A CARSONITE WITNESS POST
 CW0952'AND
 CW0952'1.2 METERS (3.9 FT) SOUTHEAST FROM A CARSONITE WITNESS POST.
 CW0952'
 CW0952'NEW MEXICO FAA - FEBRUARY, 1988.
 CW0952'
 CW0952'THIS STATION SUITABLE FOR GPS SURVEYS.
 CW0952'
 CW0952'DESCRIBED BY E.J. HANSMANN.
 CW0952
 CW0952                          STATION RECOVERY (1988)
 CW0952
 CW0952'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 CW0952'RECOVERED IN GOOD CONDITION.
 CW0952
 CW0952                          STATION RECOVERY (1992)
 CW0952
 CW0952'RECOVERY NOTE BY NM HIGHWAY DEPT 1992
 CW0952'400
 CW0952'RECOVERED ON THIS DATE.
 CW0952
 CW0952                          STATION RECOVERY (1996)
 CW0952
 CW0952'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (KB)
 CW0952'RECOVERED AS DESCRIBED IN GOOD CONDITION.  FOR ACCESS CONTACT -- CITY
 CW0952'OF ALAMOGORDO, DUKE PREWITT - AIRPORT MAINTENANCE SUPERVISOR, PHONE
 CW0952'(505) 439-4110 THE STATION IS DESIGNATED AS A SECONDARY AIRPORT
 CW0952'CONTROL STATION (SACS) - NEW MEXICO ANA SURVEYS 1996
 CW0952
 CW0952                          STATION RECOVERY (1997)
 CW0952
 CW0952'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (ED)
 CW0952'RECOVERED AS DESCRIBED IN GOOD CONDITION.  FOR ACCESS CONTACT -- CITY
 CW0952'OF ALAMOGORDO, DUKE PREWITT - AIRPORT MAINTENANCE SUPERVISOR, PHONE
 CW0952'(505) 439-4110.  THE STATION IS LOCATED ABOUT 9.7 KM (6.00 MI)
 CW0952'SOUTHWEST OF ALAMOGORDO, 4.8 KM (3.00 MI) WEST OF U.S HIGHWAY 54, 2.3
 CW0952'KM (1.40 MI) SOUTH OF U.S.  HIGHWAY 70 AND 0.2 KM (0.10 MI) NORTHWEST
 CW0952'OF THE ALAMOGORDO AIRPORT TERMINAL BUILDING.  OWNERSHIP--CITY OF
 CW0952'ALAMOGORDO.  TO REACH THE STATION FROM THE JUNCTION OF U.S.  HIGHWAYS
 CW0952'54 AND 70, ON THE SOUTHWEST SIDE OF ALAMOGORDO, GO SOUTHWEST FOR 3.1
 CW0952'KM (1.90 MI) ON U.S.  HIGHWAY 70 TO AIRPORT ROAD ON THE LEFT.  TURN
 CW0952'LEFT AND GO SOUTH FOR 2.3 KM (1.40 MI) ON AIRPORT ROAD TO THE STATION
 CW0952'ON THE RIGHT.  THE STATION IS A PUNCH MARK ON TOP CENTER OF A
 CW0952'STAINLESS STEEL ROD --- STAMPED ALAMOAIR 1987 ---, DRIVEN TO A DEPTH
 CW0952'OF 11.3 METERS (37.1 FT) , INSIDE A GREASE-FILLED SLEEVE EXTENDING TO
 CW0952'A DEPTH OF 0.9 METERS (3.0 FT) , ENCASED IN A PVC PIPE WITH NGS LOGO
 CW0952'FLANGE FLUSH WITH GROUND.THE STATION IS LOCATED 57.1 METERS (187.3 FT)
 CW0952'SOUTHWEST FROM THE APPROXIMATE CENTER OF AIRPORT ROAD, 1.3 METERS (4.3
 CW0952'FT) NORTH FROM A CARSONITE WITNESS POST, 1.2 METERS (3.9 FT)
 CW0952'WEST-SOUTHWEST FROM A CARSONITE WITNESS POST AND 1.2 METERS (3.9 FT)
 CW0952'SOUTHEAST FROM A CARSONITE WITNESS POST.  THE STATION IS DESIGNATED AS
 CW0952'A SECONDARY AIRPORT CONTROL STATION (SACS) - NEW MEXICO ANA SURVEYS
 CW0952'1996
 CW0952
 CW0952                          STATION RECOVERY (1998)
 CW0952
 CW0952'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (WAS)
 CW0952'THE STATION IS LOCATED ABOUT 6 MI (9.7 KM) SOUTHWEST OF ALAMOGORDO, AT
 CW0952'THE ALAMOGORDO - WHITE SANDS REGIONAL AIRPORT.  OWNERSHIP--CITY OF
 CW0952'ALAMOGORDO, ALAMOGORDO - WHITE SANDS REGIONAL AIRPORT, ASSISTANT
 CW0952'MANAGER - DEAN HUNT, TELEPHONE 505-439-4220, 3500 AIRPORT ROAD,
 CW0952'ALAMOGORDO NM 88310.  TO REACH THE STATION FROM THE INTERSECTION OF US
 CW0952'HIGHWAYS 54 AND 70 ON THE SOUTHWEST SIDE OF ALAMOGORDO, GO SOUTHWEST
 CW0952'FOR 1.9 MI (3.1 KM) ON HIGHWAY 70 TO THE INTERSECTION WITH AIRPORT
 CW0952'ROAD ON THE LEFT.  TURN LEFT, SOUTH, AND GO 1.4 MI (2.3 KM) ON AIRPORT
 CW0952'ROAD TO THE STATION ON THE RIGHT, JUST BEFORE PASSING THROUGH THE
 CW0952'FENCE TO THE MAIN AIRPORT COMPLEX.  THE STATION IS A PUNCH MARK ON TOP
 CW0952'OF A STAINLESS STEEL ROD THAT IS ACCESSED THROUGH AN ALUMINUM LOGO
 CW0952'CAP.  LOCATED 56.9 M (186.7 FT) SOUTHWEST OF THE CENTERLINE OF AIRPORT
 CW0952'ROAD, 75 M (246.1 FT) NORTHWEST OF THE FENCE ENCLOSING THE MAIN
 CW0952'AIRPORT COMPLEX AND IN THE CENTER OF THREE FIBERGLASS WITNESS POSTS.
 CW0952
 CW0952                          STATION RECOVERY (2004)
 CW0952
 CW0952'RECOVERY NOTE BY ORBITECH INC 2004 (SHG)
 CW0952'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0985 ***********************************************************************
 CW0985  PACS        -  This is a Primary Airport Control Station.
 CW0985  DESIGNATION -  ALAMOAIR AZ MK
 CW0985  PID         -  CW0985
 CW0985  STATE/COUNTY-  NM/OTERO
 CW0985  USGS QUAD   -  ALAMOGORDO SOUTH (1981)
 CW0985
 CW0985                         *CURRENT SURVEY CONTROL
 CW0985  ___________________________________________________________________
 CW0985* NAD 83(1992)-  32 50 13.50848(N)    105 59 35.11525(W)     ADJUSTED  
 CW0985* NAVD 88     -      1266.86   (meters)    4156.4    (feet)  GPS OBS   
 CW0985  ___________________________________________________________________
 CW0985  X           -  -1,478,265.688 (meters)                     COMP
 CW0985  Y           -  -5,157,673.487 (meters)                     COMP
 CW0985  Z           -   3,439,466.667 (meters)                     COMP
 CW0985  LAPLACE CORR-           9.42  (seconds)                    DEFLEC99
 CW0985  ELLIP HEIGHT-        1244.50  (meters)          (08/10/01) GPS OBS
 CW0985  GEOID HEIGHT-         -22.36  (meters)                     GEOID03
 CW0985
 CW0985  HORZ ORDER  -  B
 CW0985  ELLP ORDER  -  THIRD     CLASS II
 CW0985
 CW0985.This mark is at Alamogordo-White Sands Regional Airport (ALM)
 CW0985
 CW0985.The horizontal coordinates were established by GPS observations
 CW0985.and adjusted by the National Geodetic Survey in March 1997..
 CW0985
 CW0985.The orthometric height was determined by GPS observations and a
 CW0985.high-resolution geoid model.
 CW0985
 CW0985.GPS derived orthometric heights for airport stations designated as
 CW0985.PACS or SACS are published to 2 decimal places.  This maintains
 CW0985.centimeter relative accuracy between the PACS and SACS.  It does
 CW0985.not indicate centimeter accuracy relative to other marks which are
 CW0985.part of the NAVD 88 network.
 CW0985
 CW0985.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CW0985
 CW0985.The Laplace correction was computed from DEFLEC99 derived deflections.
 CW0985
 CW0985.The ellipsoidal height was determined by GPS observations
 CW0985.and is referenced to NAD 83.
 CW0985
 CW0985.The geoid height was determined by GEOID03.
 CW0985
 CW0985;                    North         East     Units Scale Factor Converg.
 CW0985;SPC NM C     -   203,714.901   524,050.948   MT  0.99990713   +0 08 21.5
 CW0985;SPC NM C     -   668,354.64  1,719,323.82   sFT  0.99990713   +0 08 21.5
 CW0985;UTM  13      - 3,633,663.276   407,057.847   MT  0.99970651   -0 32 18.8
 CW0985
 CW0985!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CW0985!SPC NM C     -   0.99980465  x   0.99990713  =   0.99971180
 CW0985!UTM  13      -   0.99980465  x   0.99970651  =   0.99951121
 CW0985
 CW0985:                Primary Azimuth Mark                     Grid Az
 CW0985:SPC NM C     -  ALAMOAIR                                 317 24 59.0
 CW0985:UTM  13      -  ALAMOAIR                                 318 05 39.3
 CW0985
 CW0985|---------------------------------------------------------------------|
 CW0985| PID    Reference Object                     Distance      Geod. Az  |
 CW0985|                                                           dddmmss.s |
 CW0985| CW0952 ALAMOAIR                            474.594 METERS 3173320.5 |
 CW0985|---------------------------------------------------------------------|
 CW0985
 CW0985                          SUPERSEDED SURVEY CONTROL
 CW0985
 CW0985  NAD 83(1992)-  32 50 13.50847(N)    105 59 35.11512(W) AD(       ) 1
 CW0985  ELLIP H (12/21/93) 1244.56   (m)                       GP(       ) 4 1
 CW0985  NAD 83(1986)-  32 50 13.51318(N)    105 59 35.11692(W) AD(       ) 1
 CW0985  ELLIP H (07/01/93) 1244.56   (m)                       GP(       ) 4 2
 CW0985
 CW0985.Superseded values are not recommended for survey control.
 CW0985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0985.See file dsdata.txt to determine how the superseded data were derived.
 CW0985
 CW0985_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDS0705833663(NAD 83)
 CW0985_MARKER: I = METAL ROD
 CW0985_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 CW0985_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 CW0985_STAMPING: ALMAOAIR AZ MK 1987
 CW0985_MARK LOGO: NGS   
 CW0985_PROJECTION: FLUSH
 CW0985_MAGNETIC: N = NO MAGNETIC MATERIAL
 CW0985_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CW0985+STABILITY: POSITION/ELEVATION WELL
 CW0985_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CW0985+SATELLITE: SATELLITE OBSERVATIONS - April 22, 1997
 CW0985_ROD/PIPE-DEPTH: 5.94 meters
 CW0985_SLEEVE-DEPTH  : 0.91 meters
 CW0985
 CW0985  HISTORY     - Date     Condition        Report By
 CW0985  HISTORY     - 1990     MONUMENTED       BLM
 CW0985  HISTORY     - 19920804 GOOD
 CW0985  HISTORY     - 19960111 GOOD             CHANCE
 CW0985  HISTORY     - 19970422 GOOD             NGS
 CW0985
 CW0985                          STATION DESCRIPTION
 CW0985
 CW0985'DESCRIBED BY BUREAU OF LAND MANAGEMENT 1990
 CW0985'400
 CW0985'THE STATION IS LOCATED ABOUT 6 MI (9.7 KM) SOUTHWEST OF ALAMAGORDO AT
 CW0985'THE ALAMAGORDO-WHITE SANDS REGIONAL AIRPORT, OWNERSHIP-- CITY OF
 CW0985'ALAMAGORDO, LES WEILACHER, MANAGER, 511 10TH ST., ALAMAGORDO NM
 CW0985'88310, PHONE 505-437-3218.
 CW0985'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 54 AND 70 ON
 CW0985'THE SOUTHWEST SIDE OF ALAMAGORDO, GO SOUTHWEST ON HIGHWAY 70 FOR 2.0
 CW0985'MI (3.2 KM) TO THE INTERSECTION WITH AIRPORT ROAD ON THE LEFT.  TURN
 CW0985'LEFT, SOUTH ON AIRPORT ROAD AND GO 1.5 MI (2.4 KM) TO THE AIRPORT
 CW0985'TERMINAL BUILDING. TURN LEFT AND GO NORTHEAST ALONG THE FRONT OF THE
 CW0985'TERMINAL BUILDING THEN TURN RIGHT AND GO SOUTHWEST TO A LOCKED GATE.
 CW0985'SEE THE AIRPORT MANAGER IN THE TERMINAL BUILDING TO GAIN ENTRANCE.
 CW0985'PASS THROUGH THE GATE BETWEEN THE TERMINAL BUILDING AND THE FIRE
 CW0985'STATION.  TURN RIGHT AND GO SOUTHWEST FOR 0.1 MI (0.2 KM) TO A
 CW0985'TAXIWAY.  CONTINUE SOUTHWEST ON THE TAXIWAY FOR 0.4 MI (0.6 KM) TO
 CW0985'THE END OF THE TAXIWAY.  TURN LEFT, SOUTHEAST, AND GO 0.1 MI
 CW0985'(0.2 KM) TO THE OPPOSITE SIDE OF THE RUNWAY.  TURN LEFT, NORTHEAST,
 CW0985'ON THE EDGE OF THE GRASS AND GO 0.4 MI (0.6 KM) TO THE STATION.
 CW0985'THE STATION IS A PUNCH MARK ON TOP OF A STAINLESS STEEL ROD, DRIVEN TO
 CW0985'A DEPTH OF 6.0 M (19.7 FT) , INSIDE A GREASE FILLED SLEEVE EXTENDING
 CW0985'TO A DEPTH OF 0.9 M (3.0 FT) , ENCASED IN A PVC PIPE WITH AN NGS LOGO
 CW0985'CAP STAMPED --- ALAMOAIR AZ MK 1987 --- SET FLUSH WITH THE GROUND.
 CW0985'THE STATION IS 98.1 M (321.8 FT) SOUTHWEST FROM A LARGE WINDSOCK
 CW0985'TOWER AND 40.2 M (131.9 FT) SOUTHEAST FROM THE SOUTH EDGE OF THE MAIN
 CW0985'RUNWAY.  IT IS IN THE MIDDLE OF THREE CARSONITE WITNESS POSTS.
 CW0985
 CW0985                          STATION RECOVERY (1992)
 CW0985
 CW0985'RECOVERED 1992
 CW0985'RECOVERED IN GOOD CONDITION.
 CW0985
 CW0985                          STATION RECOVERY (1996)
 CW0985
 CW0985'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (KB)
 CW0985'RECOVERED AS DESCRIBED IN GOOD CONDITION.  FOR ACCESS CONTACT -- CITY
 CW0985'OF ALAMOGORDO, DUKE PREWITT - AIRPORT MAINTENANCE SUPERVISOR, PHONE
 CW0985'(505) 439-4110 THE STATION IS DESIGNATED AS A PRIMARY AIRPORT CONTROL
 CW0985'STATION (PACS) - NEW MEXICO ANA SURVEYS 1996
 CW0985
 CW0985                          STATION RECOVERY (1997)
 CW0985
 CW0985'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (ED)
 CW0985'RECOVERED AS DESCRIBED IN GOOD CONDITION.  FOR ACCESS CONTACT -- CITY
 CW0985'OF ALAMOGORDO, DUKE PREWITT - AIRPORT MAINTENANCE SUPERVISOR, PHONE
 CW0985'(505) 439-4110.  THE STATION IS LOCATED ABOUT 6 MI (9.7 KM) SOUTHWEST
 CW0985'OF ALAMAGORDO AT THE ALAMAGORDO-WHITE SANDS REGIONAL AIRPORT,
 CW0985'OWNERSHIP-- CITY OF ALAMAGORDO.  TO REACH THE STATION FROM THE
 CW0985'JUNCTION OF U.S.  HIGHWAYS 54 AND 70 ON THE SOUTHWEST SIDE OF
 CW0985'ALAMAGORDO, GO SOUTHWEST ON HIGHWAY 70 FOR 2.0 MI (3.2 KM) TO THE
 CW0985'INTERSECTION WITH AIRPORT ROAD ON THE LEFT.  TURN LEFT, SOUTH ON
 CW0985'AIRPORT ROAD AND GO 1.5 MI (2.4 KM) TO THE AIRPORT TERMINAL BUILDING.
 CW0985'TURN LEFT AND GO NORTHEAST ALONG THE FRONT OF THE TERMINAL BUILDING
 CW0985'THEN TURN RIGHT AND GO SOUTHWEST TO A LOCKED GATE.  SEE THE AIRPORT
 CW0985'MANAGER IN THE TERMINAL BUILDING TO GAIN ENTRANCE.  PASS THROUGH THE
 CW0985'GATE BETWEEN THE TERMINAL BUILDING AND THE FIRE STATION. TURN RIGHT
 CW0985'AND GO SOUTHWEST FOR 0.1 MI (0.2 KM) TO A TAXIWAY. CONTINUE SOUTHWEST
 CW0985'ON THE TAXIWAY FOR 0.4 MI (0.6 KM) TO THE END OF THE TAXIWAY.  TURN
 CW0985'LEFT, SOUTHEAST, AND GO 0.1 MI (0.2 KM) TO THE OPPOSITE SIDE OF THE
 CW0985'RUNWAY.  TURN LEFT, NORTHEAST, ON THE EDGE OF THE GRASS AND GO 0.4 MI
 CW0985'(0.6 KM) TO THE STATION.  THE STATION IS A PUNCH MARK ON TOP OF A
 CW0985'STAINLESS STEEL ROD, DRIVEN TO A DEPTH OF 6.0 M (19.7 FT) , INSIDE A
 CW0985'GREASE FILLED SLEEVE EXTENDING TO A DEPTH OF 0.9 M (3.0 FT) , ENCASED
 CW0985'IN A PVC PIPE WITH AN NGS LOGO CAP STAMPED --- ALAMOAIR AZ MK 1987 ---
 CW0985'SET FLUSH WITH THE GROUND.  THE STATION IS 98.1 M (321.8 FT) SOUTHWEST
 CW0985'FROM A LARGE WINDSOCK TOWER AND 40.2 M (131.9 FT) SOUTHEAST FROM THE
 CW0985'SOUTH EDGE OF THE MAIN RUNWAY.  IT IS IN THE MIDDLE OF THREE CARSONITE
 CW0985'WITNESS POSTS.  THE STATION IS DESIGNATED AS A PRIMARY AIRPORT CONTROL
 CW0985'STATION (PACS) NEW MEXICO ANA SURVEYS 1997
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0475 ***********************************************************************
 CW0475  DESIGNATION -  ALAMOGORDO
 CW0475  PID         -  CW0475
 CW0475  STATE/COUNTY-  NM/OTERO
 CW0475  USGS QUAD   -  ALAMOGORDO NORTH (1981)
 CW0475
 CW0475                         *CURRENT SURVEY CONTROL
 CW0475  ___________________________________________________________________
 CW0475* NAD 83(1992)-  32 54 01.48464(N)    105 57 37.72398(W)     ADJUSTED  
 CW0475* NAVD 88     -      1321.534  (meters)    4335.73   (feet)  ADJUSTED  
 CW0475  ___________________________________________________________________
 CW0475  LAPLACE CORR-          12.01  (seconds)                    DEFLEC99
 CW0475  GEOID HEIGHT-         -21.98  (meters)                     GEOID03
 CW0475  DYNAMIC HT  -        1319.574 (meters)    4329.30  (feet)  COMP
 CW0475  MODELED GRAV-     979,108.9   (mgal)                       NAVD 88
 CW0475
 CW0475  HORZ ORDER  -  THIRD
 CW0475  VERT ORDER  -  FIRST     CLASS II
 CW0475
 CW0475.The horizontal coordinates were established by classical geodetic methods
 CW0475.and adjusted by the National Geodetic Survey in December 1993..
 CW0475
 CW0475.The orthometric height was determined by differential leveling
 CW0475.and adjusted by the National Geodetic Survey in June 1991..
 CW0475
 CW0475.The Laplace correction was computed from DEFLEC99 derived deflections.
 CW0475
 CW0475.The geoid height was determined by GEOID03.
 CW0475
 CW0475.The dynamic height is computed by dividing the NAVD 88
 CW0475.geopotential number by the normal gravity value computed on the
 CW0475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0475.degrees latitude (g = 980.6199 gals.).
 CW0475
 CW0475.The modeled gravity was interpolated from observed gravity values.
 CW0475
 CW0475;                    North         East     Units Scale Factor Converg.
 CW0475;SPC NM C     -   210,745.196   527,084.373   MT  0.99990904   +0 09 26.1
 CW0475;SPC NM C     -   691,419.86  1,729,275.98   sFT  0.99990904   +0 09 26.1
 CW0475;UTM  13      - 3,640,655.727   410,173.663   MT  0.99969949   -0 31 18.3
 CW0475
 CW0475!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CW0475!SPC NM C     -   0.99979601  x   0.99990904  =   0.99970507
 CW0475!UTM  13      -   0.99979601  x   0.99969949  =   0.99949556
 CW0475
 CW0475:                Primary Azimuth Mark                     Grid Az
 CW0475:SPC NM C     -  ALAMOGORDO AZ MK                         358 33 29.0
 CW0475:UTM  13      -  ALAMOGORDO AZ MK                         359 14 13.4
 CW0475
 CW0475|---------------------------------------------------------------------|
 CW0475| PID    Reference Object                     Distance      Geod. Az  |
 CW0475|                                                           dddmmss.s |
 CW0475| CH7830 ALAMOGORDO AZ MK                                   3584255.1 |
 CW0475|---------------------------------------------------------------------|
 CW0475
 CW0475                          SUPERSEDED SURVEY CONTROL
 CW0475
 CW0475  NAD 83(1986)-  32 54 01.49264(N)    105 57 37.72629(W) AD(       ) 3
 CW0475  NAD 27      -  32 54 01.17360(N)    105 57 35.76740(W) AD(       ) 3
 CW0475  NGVD 29 (07/19/86) 1320.91   (m)         4333.7    (f) LEVELING    3  
 CW0475
 CW0475.Superseded values are not recommended for survey control.
 CW0475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0475.See file dsdata.txt to determine how the superseded data were derived.
 CW0475
 CW0475_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDS1017440656(NAD 83)
 CW0475_MARKER: DB = BENCH MARK DISK
 CW0475_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CW0475_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CW0475_STAMPING: ALAMOGORDO 4333.876 1932
 CW0475_PROJECTION: FLUSH
 CW0475_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CW0475+STABILITY: SURFACE MOTION
 CW0475
 CW0475  HISTORY     - Date     Condition        Report By
 CW0475  HISTORY     - 1943     MONUMENTED       CGS
 CW0475  HISTORY     - 1952     GOOD             NGS
 CW0475  HISTORY     - 1969     GOOD             NGS
 CW0475  HISTORY     - 1980     GOOD             NGS
 CW0475  HISTORY     - 1981     GOOD             NGS
 CW0475  HISTORY     - 20050704 GOOD             USPSQD
 CW0475
 CW0475                          STATION DESCRIPTION
 CW0475
 CW0475'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (EHB)
 CW0475'STATION MARK IS LOCATED IN THE TOWN OF ALAMOGORDO, IN THE SE
 CW0475'CORNER OF THE CITY PARK.  51.5 FEET W OF U.S. HIGHWAYS 54
 CW0475'AND 70 (PENNSYLVANIA AVENUE), CENTER LINE, 33 FEET N OF
 CW0475'IRRIGATION DITCH, 215 FEET NNW OF INTERSECTION OF 10TH STREET
 CW0475'AND PENNSYLVANIA AVENUE, 114 FEET SW OF INTERSECTION OF 11TH
 CW0475'STREET AND PENNSYLVANIA AVENUE.  A BRONZE DISK SET IN A 14-INCH
 CW0475'ROUND MASS OF CONCRETE, FLUSH WITH THE GROUND.  STAMPED
 CW0475'ALAMOGORDO 1943.
 CW0475'
 CW0475'UNDERGROUND MARK IS A BRONZE DISK SET IN THE TOP OF A CONCRETE
 CW0475'POST.
 CW0475'
 CW0475'REFERENCE MARK 1 IS 66.260 FEET N OF THE STATION, 51 FEET
 CW0475'W OF CENTER LINE OF PENNSYLVANIA AVENUE, 66 FEET WSW OF
 CW0475'INTERSECTION OF 11TH STREET AND PENNSYLVANIA AVENUE.  A BRONZE
 CW0475'DISK SET FLUSH WITH GROUND IN A 12-INCH ROUND MASS OF CONCRETE,
 CW0475'STAMPED ALAMOGORDO NO 1 1943.
 CW0475'
 CW0475'REF. MARK 2 IS 6 FEET W OF CENTERLINE OF SIDEWALK, 3 FEET
 CW0475'E OF IRRIGATION DITCH, 30 FEET E OF CENTER LINE OF PENNSYLVANIA
 CW0475'AVENUE, 45 FEET S OF CENTER LINE OF 11TH STREET.  A BRONZE
 CW0475'DISK SET FLUSH WITH THE GROUND IN A 12-INCH ROUND MASS
 CW0475'OF CONCRETE, STAMPED ALAMOGORDO NO 2 1943.
 CW0475'
 CW0475'AZIMUTH MARK IS 0.40 MILE N OF THE STATION, IN THE EXTREME
 CW0475'N END OF THE CITY PARK, 6 FEET S OF SMALL TREE, 4 FEET S OF AN
 CW0475'IRRIGATION DITCH, 111 FEET W OF W EDGE OF U.S. HIGHWAYS
 CW0475'54 AND 70.  A BRONZE DISK SET FLUSH WITH THE GROUND IN A
 CW0475'14-INCH ROUND MASS OF CONCRETE, STAMPED ALAMOGORDO 1943.
 CW0475'
 CW0475'HEIGHT OF LIGHT ABOVE STATION MARK - 32 METERS.
 CW0475
 CW0475                          STATION RECOVERY (1952)
 CW0475
 CW0475'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 CW0475'IN ALAMOGORDO.
 CW0475'AT ALAMOGORDO, 122 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE
 CW0475'SOUTHERN PACIFIC RAILROAD STATION, AT A SEMICIRCULAR PARK, 56.5 FEET
 CW0475'NORTH OF THE CENTER LINE OF TENTH STREET, 6.5 FEET NORTH OF THE NORTH
 CW0475'EDGE OF A SIDEWALK, 26 FEET SOUTHEAST OF A 15 INCH CEDAR TREE, 3 FEET
 CW0475'NORTH OF A CHAIN FENCE, SET IN THE TOP OF A CONCRETE POST WHICH
 CW0475'PROJECTS 0.1 FOOT ABOVE THE GROUND.
 CW0475
 CW0475                          STATION RECOVERY (1969)
 CW0475
 CW0475'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 CW0475'RECOVERED IN GOOD CONDITION.
 CW0475
 CW0475                          STATION RECOVERY (1980)
 CW0475
 CW0475'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CW0475'IN ALAMOGORDO, AT THE SOUTHERN PACIFIC RAILROAD STATION, AT THE
 CW0475'SOUTH EDGE OF ALAMEDA CITY PARK, 37.2 METERS (122.0 FT) NORTHEAST
 CW0475'OF THE NORTHEAST CORNER OF THE STATION, 17.2 METERS (56.5 FT)
 CW0475'NORTH OF THE CENTERLINE OF 10TH STREET, 12.3 METERS (40.5 FT)
 CW0475'WEST OF A UTILITY POLE WITH A STREET LAMP ATTACHED, 9.3 METERS
 CW0475'(31.5 FT) EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF A 6X12 FOOT
 CW0475'CONCRETE PAD, 7.9 METERS (26.0 FT) SOUTHEAST OF A 24-INCH CEDAR
 CW0475'TREE, 2.0 METERS (6.5 FT) NORTH OF THE NORTH EDGE OF A SIDEWALK
 CW0475'AND 0.9 METER (3.0 FT) NORTH OF A CHAIN FENCE.  NOTE=THE STAMPING
 CW0475'HAS BEEN MUTILATED AND ALL THAT IS LEGIBLE IS AM 4333..
 CW0475'THE MARK IS ABOVE LEVEL WITH THE STREET.
 CW0475
 CW0475                          STATION RECOVERY (1981)
 CW0475
 CW0475'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (WVM)
 CW0475'THE STATION MARK WAS RECOVERED IN GOOD CONDITION.
 CW0475
 CW0475                          STATION RECOVERY (2005)
 CW0475
 CW0475'RECOVERY NOTE BY US POWER SQUADRON 2005 (RTK)
 CW0475'RE 1980 RECOVERY REMARK. STAMPING IS MUTILATED AND READS ELEVATION 43
 CW0475'3.87
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0948 ***********************************************************************
 CW0948  DESIGNATION -  ALAMOGORDO S PACIFIC RR TANK
 CW0948  PID         -  CW0948
 CW0948  STATE/COUNTY-  NM/OTERO
 CW0948  USGS QUAD   -  ALAMOGORDO NORTH (1981)
 CW0948
 CW0948                         *CURRENT SURVEY CONTROL
 CW0948  ___________________________________________________________________
 CW0948* NAD 83(1992)-  32 53 59.24488(N)    105 57 43.05484(W)     ADJUSTED  
 CW0948* NAVD 88     -                                                        
 CW0948  ___________________________________________________________________
 CW0948  LAPLACE CORR-          11.88  (seconds)                    DEFLEC99
 CW0948  GEOID HEIGHT-         -22.00  (meters)                     GEOID03
 CW0948
 CW0948  HORZ ORDER  -  THIRD
 CW0948
 CW0948.The horizontal coordinates were established by classical geodetic methods
 CW0948.and adjusted by the National Geodetic Survey in December 1993..
 CW0948
 CW0948
 CW0948.The Laplace correction was computed from DEFLEC99 derived deflections.
 CW0948
 CW0948.The geoid height was determined by GEOID03.
 CW0948
 CW0948;                    North         East     Units Scale Factor Converg.
 CW0948;SPC NM C     -   210,675.825   526,946.035   MT  0.99990895   +0 09 23.2
 CW0948;SPC NM C     -   691,192.27  1,728,822.12   sFT  0.99990895   +0 09 23.2
 CW0948;UTM  13      - 3,640,588.014   410,034.541   MT  0.99969980   -0 31 21.2
 CW0948
 CW0948                          SUPERSEDED SURVEY CONTROL
 CW0948
 CW0948  NAD 83(1986)-  32 53 59.25158(N)    105 57 43.06202(W) AD(       ) 4
 CW0948  NAD 27      -  32 53 58.93500(N)    105 57 41.10100(W) AD(       ) 3
 CW0948
 CW0948.Superseded values are not recommended for survey control.
 CW0948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0948.See file dsdata.txt to determine how the superseded data were derived.
 CW0948
 CW0948_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDS1003540588(NAD 83)
 CW0948_MARKER: 53 = ELEVATED TANK
 CW0948
 CW0948  HISTORY     - Date     Condition        Report By
 CW0948  HISTORY     - 1943     FIRST OBSERVED   CGS
 CW0948  HISTORY     - 1952     GOOD             CGS
 CW0948  HISTORY     - 1962     GOOD             CGS
 CW0948  HISTORY     - 1966     GOOD             CGS
 CW0948  HISTORY     - 1979     GOOD             NGS
 CW0948
 CW0948                          STATION DESCRIPTION
 CW0948
 CW0948'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (EHB)
 CW0948'A WATER TANK OF THE SOUTHERN PACIFIC CO. RAILROAD, LOCATED
 CW0948'DIRECTLY ACROSS THE RAILROAD TRACKS FROM THE DEPOT.  IT IS 130
 CW0948'FEET W OF THE DEPOT AND 20 FEET S OF RANGE WITH THE N SIDE OF
 CW0948'THE DEPOT, 90 FEET W OF MAIN TRACK AND 40 FEET W OF W RAIL, AND
 CW0948'ABOUT 8 FEET N OF RANGE WITH CENTER LINE OF 10TH STREET.
 CW0948'
 CW0948'TANK IS A LARGE, SQUAT, BLACK STRUCTURE.  THE TANK PROPER IS
 CW0948'ABOUT 40 FEET DEEP FROM THE PEAK OF THE CONICAL ROOF TO THE OVAL
 CW0948'BOTTOM, AND ABOUT 27 FEET IN DIAMETER.  THE ENTIRE STRUCTURE IS
 CW0948'ABOUT 65 FEET HIGH.
 CW0948
 CW0948                          STATION RECOVERY (1952)
 CW0948
 CW0948'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (RLE)
 CW0948'THE STATION IS LOCATED AT THE WEST EDGE OF ALAMOGORDO ON LAND
 CW0948'OWNED BY THE SOUTHERN PACIFIC RAILROAD.  THE TANK IS 140 FEET
 CW0948'WEST OF THE DEPOT.  IT IS A 6 LEGGED STEEL STRUCTURE SUPPORTING
 CW0948'THE TANK PROPER.  IT HAS A CONICAL SHAPED ROOF WITH A BALL AT THE
 CW0948'APEX.  THE OVERALL HEIGHT IS ABOUT 80 FEET.
 CW0948'
 CW0948'THE BALL AT THE APEX OF THE TANK ROOF WAS OBSERVED.
 CW0948'
 CW0948'SAME AS ALAMOGORDO, LARGE BLACK WATER TANK, 1943.
 CW0948
 CW0948                          STATION RECOVERY (1962)
 CW0948
 CW0948'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (WTJ)
 CW0948'RECOVERED IN GOOD CONDITION AS DESCRIBED BY R.L.E., 1952.
 CW0948
 CW0948                          STATION RECOVERY (1966)
 CW0948
 CW0948'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (RWM)
 CW0948'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 CW0948
 CW0948                          STATION RECOVERY (1979)
 CW0948
 CW0948'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (VEN)
 CW0948'INTERSECTION STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.
 CW0948'
 CW0948'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--WEST EDGE OF
 CW0948'ALAMOGORDO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0947 ***********************************************************************
 CW0947  DESIGNATION -  ALAMOGORDO ST SCH FOR BLIND TK
 CW0947  PID         -  CW0947
 CW0947  STATE/COUNTY-  NM/OTERO
 CW0947  USGS QUAD   -  ALAMOGORDO NORTH (1981)
 CW0947
 CW0947                         *CURRENT SURVEY CONTROL
 CW0947  ___________________________________________________________________
 CW0947* NAD 83(1992)-  32 54 50.39429(N)    105 57 29.04291(W)     ADJUSTED  
 CW0947* NAVD 88     -                                                        
 CW0947  ___________________________________________________________________
 CW0947  LAPLACE CORR-          12.18  (seconds)                    DEFLEC99
 CW0947  GEOID HEIGHT-         -21.93  (meters)                     GEOID03
 CW0947
 CW0947  HORZ ORDER  -  THIRD
 CW0947
 CW0947.The horizontal coordinates were established by classical geodetic methods
 CW0947.and adjusted by the National Geodetic Survey in December 1993..
 CW0947
 CW0947
 CW0947.The Laplace correction was computed from DEFLEC99 derived deflections.
 CW0947
 CW0947.The geoid height was determined by GEOID03.
 CW0947
 CW0947;                    North         East     Units Scale Factor Converg.
 CW0947;SPC NM C     -   212,252.402   527,305.788   MT  0.99990919   +0 09 31.1
 CW0947;SPC NM C     -   696,364.76  1,730,002.41   sFT  0.99990919   +0 09 31.1
 CW0947;UTM  13      - 3,642,159.887   410,412.877   MT  0.99969896   -0 31 14.3
 CW0947
 CW0947                          SUPERSEDED SURVEY CONTROL
 CW0947
 CW0947  NAD 83(1986)-  32 54 50.40085(N)    105 57 29.04996(W) AD(       ) 4
 CW0947  NAD 27      -  32 54 50.08200(N)    105 57 27.09000(W) AD(       ) 3
 CW0947
 CW0947.Superseded values are not recommended for survey control.
 CW0947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0947.See file dsdata.txt to determine how the superseded data were derived.
 CW0947
 CW0947_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDS1041342160(NAD 83)
 CW0947_MARKER: 53 = ELEVATED TANK
 CW0947_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CW0947+SATELLITE: SATELLITE OBSERVATIONS - July 04, 2005
 CW0947
 CW0947  HISTORY     - Date     Condition        Report By
 CW0947  HISTORY     - 1943     FIRST OBSERVED   CGS
 CW0947  HISTORY     - 1952     GOOD             CGS
 CW0947  HISTORY     - 1962     GOOD             CGS
 CW0947  HISTORY     - 1975     GOOD             NGS
 CW0947  HISTORY     - 1979     GOOD             NGS
 CW0947  HISTORY     - 20050704 GOOD             USPSQD
 CW0947
 CW0947                          STATION DESCRIPTION
 CW0947
 CW0947'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (EHB)
 CW0947'A TALL, SILVER WATER TANK LOCATED IN THE N EDGE OF ALAMOGORDO,
 CW0947'ABOUT 1 MILE N OF THE BUSINESS DISTRICT, 1/4 MILE E OF THE
 CW0947'RAILROAD, AND 0.15 MLE E OF U.S. HIGHWAY 54 (PENNSYLVANIA AVENUE),
 CW0947'ON THE GROUNDS OF THE NEW MEXICO SCHOOL FOR THE BLIND.  IT
 CW0947'IS ABOUT 200 YARDS E OF THE MAIN BUILDINGS, 150 FEET E, AND
 CW0947'66 FEET N OF THE POWER HOUSE, 72 FEET N OF A ROW OF GARAGES,
 CW0947'AND 50 FEET SE OF THE SE CORNER OF A RED BRICK BARN.
 CW0947'
 CW0947'TANK IS 125 FEET HIGH, WITH FOUR STEEL LEGS SPACED 25 FEET
 CW0947'APART ON THE GROUND, AND THE ENTIRE STRUCTURE IS PAINTED
 CW0947'SILVER.  A 4-FOOT FEEDER PIPE RUNS TO THE CENTER OF THE BOTTOM
 CW0947'OF THE TANK, AND A WHITE LIGHT IS DIRECTLY OVER THE CENTER OF THE
 CW0947'CONICAL TOP.
 CW0947
 CW0947                          STATION RECOVERY (1952)
 CW0947
 CW0947'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (RLE)
 CW0947'THE STATION IS LOCATED ON THE PROPERTY OF THE STATE SCHOOL
 CW0947'FOR BLIND WHICH IS AT THE NORTHWEST EDGE OF ALAMOGORDO.  IT
 CW0947'IS NEAR THE NORTHEAST CORNER OF THE SCHOOL PROPERTY.  IT IS A
 CW0947'4 LEGGED STEEL STRUCTURE SUPPORTING THE TANK PROPER AND HAS
 CW0947'A CONICAL SHAPED ROOF WITH A BALL AT THE APEX.  THE OVERALL
 CW0947'HEIGHT IS ABOUT 135 FEET.
 CW0947'
 CW0947'THE BALL AT THE APEX OF THE TANK ROOF WAS OBSERVED.
 CW0947'
 CW0947'PROBABLY THE SAME STATION AS ALAMOGORDO, WATER TANK, TALL, SILVER,
 CW0947'1943.
 CW0947
 CW0947                          STATION RECOVERY (1962)
 CW0947
 CW0947'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (WTJ)
 CW0947'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 CW0947
 CW0947                          STATION RECOVERY (1975)
 CW0947
 CW0947'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 CW0947'TANK WAS RECOVERED AND IS IN GOOD CONDITION.  TANK IS STILL
 CW0947'IN USE BY THE SCHOOL.
 CW0947
 CW0947                          STATION RECOVERY (1979)
 CW0947
 CW0947'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (VEN)
 CW0947'INTERSECTION STATION WAS RECOVERED AS DESCRIBED IN GOOD CONDITION.
 CW0947'
 CW0947'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--NW EDGE OF
 CW0947'ALAMOGORDO.
 CW0947
 CW0947                          STATION RECOVERY (2005)
 CW0947
 CW0947'RECOVERY NOTE BY US POWER SQUADRON 2005 (BJK)
 CW0947'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS1377 ***********************************************************************
 DS1377  DESIGNATION -  ALAMOSA
 DS1377  PID         -  DS1377
 DS1377  STATE/COUNTY-  NM/SIERRA
 DS1377  USGS QUAD   -  BLACK BLUFFS (1980)
 DS1377
 DS1377                         *CURRENT SURVEY CONTROL
 DS1377  ___________________________________________________________________
 DS1377* NAD 83(1992)-  33 20 44.10509(N)    107 12 57.95492(W)     ADJUSTED  
 DS1377* NAVD 88     -      1444.     (meters)    4738.     (feet)  VERTCON   
 DS1377  ___________________________________________________________________
 DS1377  LAPLACE CORR-          -1.25  (seconds)                    DEFLEC99
 DS1377  GEOID HEIGHT-         -23.15  (meters)                     GEOID03
 DS1377
 DS1377  HORZ ORDER  -  THIRD
 DS1377
 DS1377.The horizontal coordinates were established by classical geodetic methods
 DS1377.and adjusted by the National Geodetic Survey in December 1993..
 DS1377
 DS1377.The NAVD 88 height was computed by applying the VERTCON shift value to
 DS1377.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DS1377
 DS1377.The Laplace correction was computed from DEFLEC99 derived deflections.
 DS1377
 DS1377.The geoid height was determined by GEOID03.
 DS1377
 DS1377;                    North         East     Units Scale Factor Converg.
 DS1377;SPC NM W     -   260,250.108   887,452.303   MT  0.99995735   +0 20 21.5
 DS1377;SPC NM W     -   853,837.23  2,911,583.10   sFT  0.99995735   +0 20 21.5
 DS1377;UTM  13      - 3,691,792.531   293,771.619   MT  1.00012438   -1 13 06.9
 DS1377
 DS1377!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS1377!SPC NM W     -   0.99977703  x   0.99995735  =   0.99973439
 DS1377!UTM  13      -   0.99977703  x   1.00012438  =   0.99990138
 DS1377
 DS1377:                Primary Azimuth Mark                     Grid Az
 DS1377:SPC NM W     -  ARK 51 A                                 035 42 27.2
 DS1377:UTM  13      -  ARK 51 A                                 037 15 55.6
 DS1377
 DS1377|---------------------------------------------------------------------|
 DS1377| PID    Reference Object                     Distance      Geod. Az  |
 DS1377|                                                           dddmmss.s |
 DS1377| DS1381 ARK 51 A                            APPROX. 6.5 KM 0360248.7 |
 DS1377|---------------------------------------------------------------------|
 DS1377
 DS1377                          SUPERSEDED SURVEY CONTROL
 DS1377
 DS1377  NAD 83(1986)-  33 20 44.11351(N)    107 12 57.95767(W) AD(       ) 3
 DS1377  NAD 27      -  33 20 43.85382(N)    107 12 55.83814(W) AD(       ) 3
 DS1377  NGVD 29 (07/19/86) 1443.     (m)         4734.     (f) VERT ANG       
 DS1377
 DS1377.Superseded values are not recommended for survey control.
 DS1377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS1377.See file dsdata.txt to determine how the superseded data were derived.
 DS1377
 DS1377_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBS9377291793(NAD 83)
 DS1377_MARKER: DD = SURVEY DISK
 DS1377_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DS1377_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DS1377_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DS1377
 DS1377  HISTORY     - Date     Condition        Report By
 DS1377  HISTORY     - 1953     MONUMENTED       USFS
 DS1377
 DS1377                          STATION DESCRIPTION
 DS1377
 DS1377'DESCRIBED BY US FOREST SERVICE 1953
 DS1377'STATION ESTABLISHED BY THE U.S. FOREST SERVICE AND DESCRIBED
 DS1377'AS FOLLOWS
 DS1377'
 DS1377'STATION IS LOCATED 14-1/2 MI. (AIRLINE) N. OF TRUTH OR CONSEQUENCES
 DS1377'AND 13-1/2 MI. ESE. OF MONTICELLO.  IT IS APPROXIMATELY 3 MI. N. OF
 DS1377'ALAMOSA RIVER AND ABOUT 1-1/2 MI. W. OF THE HEAD OF ELEPHANT BUTTE
 DS1377'RESERVOIR HIGH WATER MARK.  STATION IS ON THE S. EDGE OF A RIDGE AND
 DS1377'ABOUT 550 FT. S. 50 DEGREES E. OF A GATE.
 DS1377'
 DS1377'ROUTE OF STATION--FROM THE POST OFFICE IN TRUTH OR CONSEQUENCES TO N.
 DS1377'ALONG U.S. HIGHWAY NO. 85 FOR 16.7 MI., TURN RIGHT ON GRAVELED RD. TO
 DS1377'E., AT 18.8 MI. TURN RIGHT ALONG POWER LINE MAINTENANCE RD., AT 20.3
 DS1377'MI. TURN LEFT DOWN TOP OF RIDGE.  AT 21.9 MI. GO THRU WIRE GATE.
 DS1377'STATION IS ABOUT 0.1 MI. S. 50 DEGREES E. OF THIS GATE.
 DS1377'
 DS1377'STATION MARK--A STANDARD USDA-FS BRONZE DISK CEMENTED IN TOP OF 1 IN.
 DS1377'GALVANIZED PIPE.  PIPE IS DRIVEN INTO GROUND 2 FT. AND TABLET IS
 DS1377'FLUSH WITH GROUND.  TABLET IS STAMPED ---ALAMOSA-1953---.
 DS1377'
 DS1377'NO MENTION OF REFERENCE MARKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0700 ***********************************************************************
 EO0700  DESIGNATION -  ALAMOSA ET
 EO0700  PID         -  EO0700
 EO0700  STATE/COUNTY-  NM/QUAY
 EO0700  USGS QUAD   -  MC ALISTER (1987)
 EO0700
 EO0700                         *CURRENT SURVEY CONTROL
 EO0700  ___________________________________________________________________
 EO0700* NAD 83(1992)-  34 41 33.56686(N)    103 51 46.96303(W)     ADJUSTED  
 EO0700* NAVD 88     -      1442.9    (meters)    4734.     (feet)  VERTCON   
 EO0700  ___________________________________________________________________
 EO0700  LAPLACE CORR-          -0.51  (seconds)                    DEFLEC99
 EO0700  GEOID HEIGHT-         -23.39  (meters)                     GEOID03
 EO0700
 EO0700  HORZ ORDER  -  SECOND
 EO0700
 EO0700.The horizontal coordinates were established by classical geodetic methods
 EO0700.and adjusted by the National Geodetic Survey in December 1993..
 EO0700
 EO0700.The NAVD 88 height was computed by applying the VERTCON shift value to
 EO0700.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EO0700
 EO0700.The Laplace correction was computed from DEFLEC99 derived deflections.
 EO0700
 EO0700.The geoid height was determined by GEOID03.
 EO0700
 EO0700;                    North         East     Units Scale Factor Converg.
 EO0700;SPC NM E     -   409,586.106   208,087.896   MT  0.99993197   +0 16 03.6
 EO0700;SPC NM E     - 1,343,783.75    682,701.71   sFT  0.99993197   +0 16 03.6
 EO0700;UTM  13      - 3,839,548.945   604,137.856   MT  0.99973366   +0 38 49.9
 EO0700
 EO0700!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EO0700!SPC NM E     -   0.99977723  x   0.99993197  =   0.99970921
 EO0700!UTM  13      -   0.99977723  x   0.99973366  =   0.99951095
 EO0700
 EO0700|---------------------------------------------------------------------|
 EO0700| PID    Reference Object                     Distance      Geod. Az  |
 EO0700|                                                           dddmmss.s |
 EO0700| CJ5604 ALAMOSA ET RM 1                      14.834 METERS 08930     |
 EO0700| CJ5605 ALAMOSA ET RM 2                      15.669 METERS 26923     |
 EO0700| EO0705 KNOLL ET                            APPROX. 8.9 KM 3444826.4 |
 EO0700|---------------------------------------------------------------------|
 EO0700
 EO0700                          SUPERSEDED SURVEY CONTROL
 EO0700
 EO0700  NAD 83(1986)-  34 41 33.57189(N)    103 51 46.95392(W) AD(       ) 2
 EO0700  NAD 27      -  34 41 33.33455(N)    103 51 45.07892(W) AD(       ) 2
 EO0700  NGVD 29 (07/19/86) 1442.2    (m)         4732.     (f) VERT ANG       
 EO0700
 EO0700.Superseded values are not recommended for survey control.
 EO0700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0700.See file dsdata.txt to determine how the superseded data were derived.
 EO0700
 EO0700_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFU0413839549(NAD 83)
 EO0700_MARKER: DD = SURVEY DISK
 EO0700_SETTING: 0 = UNSPECIFIED SETTING
 EO0700
 EO0700  HISTORY     - Date     Condition        Report By
 EO0700  HISTORY     - 1970     MONUMENTED       USGS
 EO0700
 EO0700                          STATION DESCRIPTION
 EO0700
 EO0700'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (JTD)
 EO0700'THE STATION IS LOCATED WEST ABOUT 5.0 MILES AIRLINE FROM MCALISTER,
 EO0700'NEW MEXICO.  NORTH 34 DEG EAST ABOUT 4 MILES AIRLINE FROM HOUSE,
 EO0700'NEW MEXICO.  54 FEET NORTH OF THE CENTER OF HIGHWAY.  8.5 FEET
 EO0700'SOUTH OF RIGHT-OF-WAY FENCE.  5.5 FEET WEST-NORTHWEST OF A USGS
 EO0700'WITNESS SIGN MOUNTED ON A METAL POST.
 EO0700'
 EO0700'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 86 AND 312
 EO0700'IN MCALISTER, NEW MEXICO, GO WEST ON STATE HIGHWAY 86 FOR 5 MILES TO
 EO0700'STATION SITE.
 EO0700'
 EO0700'STATION MARK IS A USGS BRONZE TABLET SOLDERED TO A COPPER COATED
 EO0700'STEEL ROD 2 FEET LONG CEMENTED IN A DRILL HOLE, CENTERED IN AN
 EO0700'ORANGEBURG TILE, 6 INCHES IN DIAMETER.  12 INCHES LONG, FILLED WITH
 EO0700'GRAVEL.  THE TABLET IS FLUSH WITH THE GROUND AND IS STAMPED
 EO0700'ALAMOSA ET 1970.
 EO0700'
 EO0700'REFERENCE MARK NO. 1 IS A USGS BRONZE REFERENCE MARK TABLET SOLDERED
 EO0700'TO A COPPER COATED STEEL ROD 2 FEET LONG CEMENTED IN A DRILL HOLE,
 EO0700'CENTERED IN AN ORANGEBURG TILE, 6 INCHES IN DIAMETER.  12 INCHES
 EO0700'LONG FILLED WITH GRAVEL.  THE TABLET IS FLUSH WITH THE GROUND AND IS
 EO0700'STAMPED ALAMOSA ET NO. 1 1970.
 EO0700'
 EO0700'REFERENCE MARK NO. 2 IS A USGS BRONZE REFERENCE MARK TABLET SOLDERED
 EO0700'TO A COPPER COATED STEEL ROD 2 FEET LONG CEMENTED IN A DRILL HOLE,
 EO0700'CENTERED IN AN ORANGEBURG TILE, 6 INCHES IN DIAMETER.  12 INCHES
 EO0700'LONG, FILLED WITH GRAVEL.  THE TABLET IS FLUSH WITH THE GROUND AND IS
 EO0700'STAMPED ALAMOSA ET NO. 2 1970.
 EO0700'
 EO0700'STATION KNOLL ET 1970 IS VISIBLE FROM THE GROUND, AT THIS STATION
 EO0700'AND WILL SERVE AS THE AZIMUTH MARK.
 EO0700'
 EO0700'ALL OBSERVATIONS WERE MADE FROM A STANDARD TRIPOD.
 EO0700'
 EO0700'THE LIGHT AT MCALISTER ET WAS ELEVATED 12 FEET.
 EO0700'
 EO0700'THE LIGHT AT FLAT ET WAS ELEVATED 18 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0317 ***********************************************************************
 FO0317  DESIGNATION -  ALB 9
 FO0317  PID         -  FO0317
 FO0317  STATE/COUNTY-  NM/BERNALILLO
 FO0317  USGS QUAD   -  ALBUQUERQUE WEST (1990)
 FO0317
 FO0317                         *CURRENT SURVEY CONTROL
 FO0317  ___________________________________________________________________
 FO0317* NAD 83(1986)-  35 04 04.     (N)    106 42 03.     (W)     SCALED    
 FO0317* NAVD 88     -      1525.886  (meters)    5006.18   (feet)  ADJUSTED  
 FO0317  ___________________________________________________________________
 FO0317  GEOID HEIGHT-         -21.46  (meters)                     GEOID03
 FO0317  DYNAMIC HT  -        1523.801 (meters)    4999.34  (feet)  COMP
 FO0317  MODELED GRAV-     979,215.1   (mgal)                       NAVD 88
 FO0317
 FO0317  VERT ORDER  -  FIRST     CLASS II
 FO0317
 FO0317.The horizontal coordinates were scaled from a topographic map and have
 FO0317.an estimated accuracy of +/- 6 seconds.
 FO0317
 FO0317.The orthometric height was determined by differential leveling
 FO0317.and adjusted by the National Geodetic Survey in June 1991..
 FO0317
 FO0317.The geoid height was determined by GEOID03.
 FO0317
 FO0317.The dynamic height is computed by dividing the NAVD 88
 FO0317.geopotential number by the normal gravity value computed on the
 FO0317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0317.degrees latitude (g = 980.6199 gals.).
 FO0317
 FO0317.The modeled gravity was interpolated from observed gravity values.
 FO0317
 FO0317;                    North         East    Units  Estimated Accuracy
 FO0317;SPC NM C     -   451,190.      458,880.      MT  (+/- 180 meters Scaled)
 FO0317
 FO0317                          SUPERSEDED SURVEY CONTROL
 FO0317
 FO0317  NGVD 29 (??/??/92) 1525.066  (m)         5003.49   (f) ADJ UNCH    1 2
 FO0317
 FO0317.Superseded values are not recommended for survey control.
 FO0317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0317.See file dsdata.txt to determine how the superseded data were derived.
 FO0317
 FO0317_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU449818(NAD 83)
 FO0317_MARKER: DD = SURVEY DISK
 FO0317_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FO0317_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FO0317_STAMPING: ALB 9 90.3.4 1950
 FO0317_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO0317+STABILITY: SURFACE MOTION
 FO0317
 FO0317  HISTORY     - Date     Condition        Report By
 FO0317  HISTORY     - 1950     MONUMENTED       USE
 FO0317  HISTORY     - 1951     GOOD             NGS
 FO0317  HISTORY     - 20050206 MARK NOT FOUND   GEOCAC
 FO0317
 FO0317                          STATION DESCRIPTION
 FO0317
 FO0317'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 FO0317'4.4 MI SW FROM ALBUQUERQUE.
 FO0317'0.25 MILE NORTH ALONG NORTH FIFTH STREET FROM THE COUNTY COURTHOUSE AT
 FO0317'ALBUQUERQUE, THENCE 1.1 MILES WEST ALONG WEST NEW YORK AVENUE, THENCE
 FO0317'2.0 MILES SOUTHWEST ALONG U.S. HIGHWAY 66, THENCE 1.05 MILES SOUTH
 FO0317'ALONG STATE HIGHWAY 45, AT AN INTERSECTION WITH AN OILED ROAD, 47 FEET
 FO0317'WEST OF THE CENTER LINE OF THE HIGHWAY, 15 FEET SOUTH OF THE CENTER
 FO0317'LINE OF THE OILED ROAD, 0.6 FOOT SOUTH OF THE SOUTHWEST CORNER OF A
 FO0317'STEEL CATTLE GUARD, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 FO0317'0.1 FOOT ABOVE THE GROUND.
 FO0317
 FO0317                          STATION RECOVERY (2005)
 FO0317
 FO0317'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 FO0317'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE5457 ***********************************************************************
 DE5457  DESIGNATION -  ALB1 A
 DE5457  PID         -  DE5457
 DE5457  STATE/COUNTY-  NM/BERNALILLO
 DE5457  USGS QUAD   -  MOUNT WASHINGTON (1995)
 DE5457
 DE5457                         *CURRENT SURVEY CONTROL
 DE5457  ___________________________________________________________________
 DE5457* NAD 83(1992)-  34 57 40.64941(N)    106 29 41.40034(W)     ADJUSTED  
 DE5457* NAVD 88     -      1737.072  (meters)    5699.04   (feet)  ADJUSTED  
 DE5457  ___________________________________________________________________
 DE5457  X           -  -1,486,167.730 (meters)                     COMP
 DE5457  Y           -  -5,018,880.039 (meters)                     COMP
 DE5457  Z           -   3,635,332.083 (meters)                     COMP
 DE5457  LAPLACE CORR-          12.26  (seconds)                    DEFLEC99
 DE5457  ELLIP HEIGHT-        1716.71  (meters)          (09/08/03) GPS OBS
 DE5457  GEOID HEIGHT-         -20.38  (meters)                     GEOID03
 DE5457  DYNAMIC HT  -        1734.693 (meters)    5691.24  (feet)  COMP
 DE5457  MODELED GRAV-     979,203.4   (mgal)                       NAVD 88
 DE5457
 DE5457  HORZ ORDER  -  B
 DE5457  VERT ORDER  -  FIRST     CLASS II
 DE5457  ELLP ORDER  -  THIRD     CLASS II
 DE5457
 DE5457.This is a reference station for the ALBUQUERQUE USCG1
 DE5457.National Continuously Operating Reference Station (ABQ1).
 DE5457
 DE5457.The horizontal coordinates were established by GPS observations
 DE5457.and adjusted by the National Geodetic Survey in September 2003..
 DE5457
 DE5457.The orthometric height was determined by differential leveling
 DE5457.and adjusted by the National Geodetic Survey in July 2002..
 DE5457
 DE5457.Photographs are available for this station.
 DE5457
 DE5457.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE5457
 DE5457.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE5457
 DE5457.The ellipsoidal height was determined by GPS observations
 DE5457.and is referenced to NAD 83.
 DE5457
 DE5457.The geoid height was determined by GEOID03.
 DE5457
 DE5457.The dynamic height is computed by dividing the NAVD 88
 DE5457.geopotential number by the normal gravity value computed on the
 DE5457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE5457.degrees latitude (g = 980.6199 gals.).
 DE5457
 DE5457.The modeled gravity was interpolated from observed gravity values.
 DE5457
 DE5457;                    North         East     Units Scale Factor Converg.
 DE5457;SPC NM C     -   439,307.691   477,641.297   MT  0.99990616   -0 08 25.1
 DE5457;SPC NM C     - 1,441,295.32  1,567,061.49   sFT  0.99990616   -0 08 25.1
 DE5457;UTM  13      - 3,869,770.747   363,524.410   MT  0.99982956   -0 51 24.1
 DE5457
 DE5457!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE5457!SPC NM C     -   0.99973060  x   0.99990616  =   0.99963679
 DE5457!UTM  13      -   0.99973060  x   0.99982956  =   0.99956021
 DE5457
 DE5457                          SUPERSEDED SURVEY CONTROL
 DE5457
 DE5457  NAVD 88 (09/08/03) 1737.07   (m)         5699.0    (f) LEVELING    3  
 DE5457
 DE5457.Superseded values are not recommended for survey control.
 DE5457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE5457.See file dsdata.txt to determine how the superseded data were derived.
 DE5457
 DE5457_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU6352469771(NAD 83)
 DE5457_MARKER: F = FLANGE-ENCASED ROD
 DE5457_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DE5457_STAMPING: ALB1 A 2002
 DE5457_MARK LOGO: NGS   
 DE5457_PROJECTION: FLUSH
 DE5457_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE5457_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE5457_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE5457+SATELLITE: SATELLITE OBSERVATIONS - March 29, 2005
 DE5457_ROD/PIPE-DEPTH: 4.30 meters
 DE5457_SLEEVE-DEPTH  : 0.90 meters
 DE5457
 DE5457  HISTORY     - Date     Condition        Report By
 DE5457  HISTORY     - 2002     MONUMENTED       NGS
 DE5457  HISTORY     - 20030627 GOOD             NGS
 DE5457  HISTORY     - 20050329 GOOD             NGS
 DE5457
 DE5457                          STATION DESCRIPTION
 DE5457
 DE5457'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002 (JMW)
 DE5457'3.4 KM SOUTHERLY ALONG WYOMING BOULEVARD FROM THE WYOMING BOULEVARD
 DE5457'ENTRANCE GATE
 DE5457'AT KIRTLAND AIR FORCE BASE, THENCE 5.3 KM SOUTHEASTERLY ALONG
 DE5457'PENNSYLVANIA AVENUE,
 DE5457'THENCE 5.0 KM SOUTHERLY ALONG LOVELACE ROAD, 0.2 KM NORTH OF THE
 DE5457'CENTER OF ISLETA
 DE5457'ROAD, 18.6 M WEST OF A SIGN (WATER LINE), 13.6 M EAST OF THE
 DE5457'CENTERLINE OF THE
 DE5457'ROAD, AND 2.5 M SOUTHEAST OF A SIGN (NO DIGGING).   NOTE--THE MARK IS
 DE5457'ON U.S. GOVERNMENT
 DE5457'PROPERTY AND THE KIRTLAND AIR FORCE BASE.  THIS IS A CORS SITE
 DE5457'REFERENCE STATION.
 DE5457'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP. THE
 DE5457'SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
 DE5457' 
 DE5457' 
 DE5457' 
 DE5457' 
 DE5457'
 DE5457
 DE5457                          STATION RECOVERY (2003)
 DE5457
 DE5457'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (WAS)
 DE5457'STATION RECOVERED AS DESCRIBED.
 DE5457' 
 DE5457' 
 DE5457'
 DE5457
 DE5457                          STATION RECOVERY (2005)
 DE5457
 DE5457'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DW)
 DE5457'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE5458 ***********************************************************************
 DE5458  DESIGNATION -  ALB1 B
 DE5458  PID         -  DE5458
 DE5458  STATE/COUNTY-  NM/BERNALILLO
 DE5458  USGS QUAD   -  MOUNT WASHINGTON (1995)
 DE5458
 DE5458                         *CURRENT SURVEY CONTROL
 DE5458  ___________________________________________________________________
 DE5458* NAD 83(1992)-  34 57 25.81686(N)    106 29 38.31737(W)     ADJUSTED  
 DE5458* NAVD 88     -      1738.948  (meters)    5705.20   (feet)  ADJUSTED  
 DE5458  ___________________________________________________________________
 DE5458  X           -  -1,486,167.531 (meters)                     COMP
 DE5458  Y           -  -5,019,154.928 (meters)                     COMP
 DE5458  Z           -   3,634,958.447 (meters)                     COMP
 DE5458  LAPLACE CORR-          12.30  (seconds)                    DEFLEC99
 DE5458  ELLIP HEIGHT-        1718.59  (meters)          (09/08/03) GPS OBS
 DE5458  GEOID HEIGHT-         -20.38  (meters)                     GEOID03
 DE5458  DYNAMIC HT  -        1736.566 (meters)    5697.38  (feet)  COMP
 DE5458  MODELED GRAV-     979,202.9   (mgal)                       NAVD 88
 DE5458
 DE5458  HORZ ORDER  -  B
 DE5458  VERT ORDER  -  FIRST     CLASS II
 DE5458  ELLP ORDER  -  THIRD     CLASS II
 DE5458
 DE5458.This is a reference station for the ALBUQUERQUE USCG1
 DE5458.National Continuously Operating Reference Station (ABQ1).
 DE5458
 DE5458.The horizontal coordinates were established by GPS observations
 DE5458.and adjusted by the National Geodetic Survey in September 2003..
 DE5458
 DE5458.The orthometric height was determined by differential leveling
 DE5458.and adjusted by the National Geodetic Survey in July 2002..
 DE5458.No vertical observational check was made to the station.
 DE5458
 DE5458.Photographs are available for this station.
 DE5458
 DE5458.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE5458
 DE5458.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE5458
 DE5458.The ellipsoidal height was determined by GPS observations
 DE5458.and is referenced to NAD 83.
 DE5458
 DE5458.The geoid height was determined by GEOID03.
 DE5458
 DE5458.The dynamic height is computed by dividing the NAVD 88
 DE5458.geopotential number by the normal gravity value computed on the
 DE5458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE5458.degrees latitude (g = 980.6199 gals.).
 DE5458
 DE5458.The modeled gravity was interpolated from observed gravity values.
 DE5458
 DE5458;                    North         East     Units Scale Factor Converg.
 DE5458;SPC NM C     -   438,850.455   477,718.388   MT  0.99990612   -0 08 23.2
 DE5458;SPC NM C     - 1,439,795.20  1,567,314.41   sFT  0.99990612   -0 08 23.2
 DE5458;UTM  13      - 3,869,312.618   363,595.773   MT  0.99982932   -0 51 22.1
 DE5458
 DE5458!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE5458!SPC NM C     -   0.99973031  x   0.99990612  =   0.99963645
 DE5458!UTM  13      -   0.99973031  x   0.99982932  =   0.99955968
 DE5458
 DE5458                          SUPERSEDED SURVEY CONTROL
 DE5458
 DE5458  NAVD 88 (09/08/03) 1738.95   (m)         5705.2    (f) LEVELING    3  
 DE5458
 DE5458.Superseded values are not recommended for survey control.
 DE5458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE5458.See file dsdata.txt to determine how the superseded data were derived.
 DE5458
 DE5458_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU6359669313(NAD 83)
 DE5458_MARKER: F = FLANGE-ENCASED ROD
 DE5458_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DE5458_STAMPING: ALB1 B 2002
 DE5458_MARK LOGO: NGS   
 DE5458_PROJECTION: FLUSH
 DE5458_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE5458_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE5458_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE5458+SATELLITE: SATELLITE OBSERVATIONS - June 27, 2003
 DE5458_ROD/PIPE-DEPTH: 4.50 meters
 DE5458_SLEEVE-DEPTH  : 0.90 meters
 DE5458
 DE5458  HISTORY     - Date     Condition        Report By
 DE5458  HISTORY     - 2002     MONUMENTED       NGS
 DE5458  HISTORY     - 20030627 GOOD             NGS
 DE5458
 DE5458                          STATION DESCRIPTION
 DE5458
 DE5458'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002 (JMW)
 DE5458'3.4 KM SOUTHERLY ALONG WYOMING BOULEVARD FROM THE WYOMING BOULEVARD
 DE5458'ENTRANCE GATE
 DE5458'AT KIRTLAND AIR FORCE BASE, THENCE 5.3 KM SOUTHEASTERLY ALONG
 DE5458'PENNSYLVANIA AVENUE,
 DE5458'THENCE 5.3 KM SOUTHERLY ALONG LOVELACE ROAD,  THENCE 0.08 KM EASTERLY
 DE5458'ALONG A GRAVELED
 DE5458'ROAD LEADING TO THE CORS SITE AND A LARGE TOWER, 45.2 M EAST OF
 DE5458'REFERENCE MAST NUMBER
 DE5458'2, 28.6 M SOUTH OF THE CENTER OF THE ROAD, AND 1.4 M NORTHWEST OF A
 DE5458'FENCE ENCLOSING A
 DE5458'GUY CABLE ANCHOR.   NOTE--THE MARK IS ON U.S. GOVERNMENT PROPERTY AND
 DE5458'THE KIRTLAND AIR
 DE5458'FORCE BASE.  THIS IS A CORS SITE REFERENCE STATION.
 DE5458'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP. THE
 DE5458'SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
 DE5458' 
 DE5458' 
 DE5458' 
 DE5458'
 DE5458
 DE5458                          STATION RECOVERY (2003)
 DE5458
 DE5458'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (WAS)
 DE5458'STATION RECOVERED AS DESCRIBED.
 DE5458' 
 DE5458'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM1058 ***********************************************************************
 FM1058  DESIGNATION -  ALBERT
 FM1058  PID         -  FM1058
 FM1058  STATE/COUNTY-  NM/HARDING
 FM1058  USGS QUAD   -  ALBERT (1973)
 FM1058
 FM1058                         *CURRENT SURVEY CONTROL
 FM1058  ___________________________________________________________________
 FM1058* NAD 83(1992)-  35 53 52.48209(N)    103 52 13.95362(W)     ADJUSTED  
 FM1058* NAVD 88     -      1651.9    (meters)    5420.     (feet)  VERTCON   
 FM1058  ___________________________________________________________________
 FM1058  LAPLACE CORR-          -6.15  (seconds)                    DEFLEC99
 FM1058  GEOID HEIGHT-         -20.57  (meters)                     GEOID03
 FM1058
 FM1058  HORZ ORDER  -  FIRST
 FM1058
 FM1058.The horizontal coordinates were established by classical geodetic methods
 FM1058.and adjusted by the National Geodetic Survey in December 1993..
 FM1058
 FM1058.The NAVD 88 height was computed by applying the VERTCON shift value to
 FM1058.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FM1058
 FM1058.The Laplace correction was computed from DEFLEC99 derived deflections.
 FM1058
 FM1058.The geoid height was determined by GEOID03.
 FM1058
 FM1058;                    North         East     Units Scale Factor Converg.
 FM1058;SPC NM E     -   543,290.371   206,776.971   MT  0.99993059   +0 16 16.9
 FM1058;SPC NM E     - 1,782,445.16    678,400.78   sFT  0.99993059   +0 16 16.9
 FM1058;UTM  13      - 3,973,214.575   601,928.422   MT  0.99972802   +0 39 44.3
 FM1058
 FM1058!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FM1058!SPC NM E     -   0.99974403  x   0.99993059  =   0.99967464
 FM1058!UTM  13      -   0.99974403  x   0.99972802  =   0.99947212
 FM1058
 FM1058|---------------------------------------------------------------------|
 FM1058| PID    Reference Object                     Distance      Geod. Az  |
 FM1058|                                                           dddmmss.s |
 FM1058| CJ5608 ALBERT RM 2                          19.745 METERS 05053     |
 FM1058| CJ5606 ALBERT AZ MK                                       2464856.5 |
 FM1058| CJ5607 ALBERT RM 1                          21.122 METERS 28753     |
 FM1058|---------------------------------------------------------------------|
 FM1058
 FM1058                          SUPERSEDED SURVEY CONTROL
 FM1058
 FM1058  NAD 83(1986)-  35 53 52.49071(N)    103 52 13.95065(W) AD(       ) 1
 FM1058  NAD 27      -  35 53 52.35850(N)    103 52 12.06640(W) AD(       ) 1
 FM1058  NGVD 29 (07/19/86) 1651.2    (m)         5417.     (f) VERT ANG       
 FM1058
 FM1058.Superseded values are not recommended for survey control.
 FM1058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM1058.See file dsdata.txt to determine how the superseded data were derived.
 FM1058
 FM1058_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFV0192873215(NAD 83)
 FM1058_MARKER: DS = TRIANGULATION STATION DISK
 FM1058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM1058
 FM1058  HISTORY     - Date     Condition        Report By
 FM1058  HISTORY     - 1960     MONUMENTED       CGS
 FM1058
 FM1058                          STATION DESCRIPTION
 FM1058
 FM1058'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (HWK)
 FM1058'THE STATION IS APPROXIMATELY 18 MILES EAST AND 3 MILES SOUTH
 FM1058'OF ROY, 8-1/2 MILES NORTH AND 5 MILES EAST OF MOSQUERO, IS THE
 FM1058'SOUTHWEST QUARTER OF SECTION 4, T 19 N, R 29 E, ON PROEPERTY
 FM1058'OWNED BY MR. ALBERT MITCHELL.
 FM1058'
 FM1058'TO REACH THE STATION FROM THE POST OFFICE IN MOSQUERO, GO EASTERLY
 FM1058'ON STATE HIGHWAY 39 FOR 4.15 MILES TO A DIRT ROAD ON THE LEFT
 FM1058'AT A GROVE OF TREES.  TURN LEFT, NORTH, ON THE DIRT ROAD
 FM1058'FOR 2.6 MILES TO A RANCH HOUSE ON THE RIGHT.  CONTINUE STRAIGHT
 FM1058'AHEAD FOR 3.55 MILES TO WHERE THE DIRT ROAD TURNS LEFT AT
 FM1058'DESERTED BUILDING.  CONTINUE STRAIGHT AHEAD ON A TRACK ROAD FOR
 FM1058'0.5 MILE TO A WIRE GATE.  PASS THROUGH GATE, THEN BEAR
 FM1058'LEFT, NORTH, ON THE TRACK ROAD FOR 0.75 MILE.  TURN RIGHT,
 FM1058'LEAVING THE TRACK ROAD AND GO EAST ACROSS A PASTURE FOR
 FM1058'1.3 MILES TO THE HIGHEST PART OF THE HILL AND THE STATION
 FM1058'NEAR SEVERAL JUNIPER TREES.
 FM1058'
 FM1058'STATION MARK, A STANDARD DISK STAMPED ALBERT 1960, IS SET IN
 FM1058'A SQUARE CONCRETE POST WHICH IS 2 INCHES BELOW THE SURFACE OF
 FM1058'THE GROUND.  IT IS 82 FEET WEST OF A JUNIPER TREE, 40 FEET
 FM1058'EAST OF A JUNIPER TREE AND 6 FEET EAST OF A METAL WITNESS POST.
 FM1058'
 FM1058'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED ALBERT NO 1
 FM1058'1960, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.
 FM1058'IT IS 46 FEET NORTHWEST OF THE JUNIPER TREE.
 FM1058'
 FM1058'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED ALBERT NO 2
 FM1058'1960, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.
 FM1058'IT IS 43 FEET NORTHWEST OF THE JUNIPER TREE.
 FM1058'
 FM1058'AZIMUTH MARK, A STANDARD DISK STAMPED ALBERT 1960, IS SET IN A
 FM1058'SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS 2 FEET
 FM1058'EAST OF A METAL WITNESS POST.
 FM1058'
 FM1058'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ACROSS
 FM1058'THE PASTURE FOR 0.55 MILE TO THE AZIMUTH MARK.
 FM1058'
 FM1058'NOTE.  REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
 FM1058'
 FM1058'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0643 ***********************************************************************
 EP0643  DESIGNATION -  ALBERT
 EP0643  PID         -  EP0643
 EP0643  STATE/COUNTY-  NM/DE BACA
 EP0643  USGS QUAD   -  YESO MESA (1981)
 EP0643
 EP0643                         *CURRENT SURVEY CONTROL
 EP0643  ___________________________________________________________________
 EP0643* NAD 83(1992)-  34 28 51.43306(N)    104 52 08.90070(W)     ADJUSTED  
 EP0643* NAVD 88     -      1703.4    (meters)    5589.     (feet)  VERTCON   
 EP0643  ___________________________________________________________________
 EP0643  LAPLACE CORR-          -5.46  (seconds)                    DEFLEC99
 EP0643  GEOID HEIGHT-         -22.33  (meters)                     GEOID03
 EP0643
 EP0643  HORZ ORDER  -  THIRD
 EP0643
 EP0643.The horizontal coordinates were established by classical geodetic methods
 EP0643.and adjusted by the National Geodetic Survey in December 1993..
 EP0643
 EP0643.The NAVD 88 height was computed by applying the VERTCON shift value to
 EP0643.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EP0643
 EP0643.The Laplace correction was computed from DEFLEC99 derived deflections.
 EP0643
 EP0643.The geoid height was determined by GEOID03.
 EP0643
 EP0643;                    North         East     Units Scale Factor Converg.
 EP0643;SPC NM E     -   386,132.923   115,784.636   MT  0.99993894   -0 18 12.0
 EP0643;SPC NM E     - 1,266,837.76    379,870.09   sFT  0.99993894   -0 18 12.0
 EP0643;UTM  13      - 3,815,493.024   512,016.192   MT  0.99960178   +0 04 26.7
 EP0643
 EP0643!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EP0643!SPC NM E     -   0.99973619  x   0.99993894  =   0.99967514
 EP0643!UTM  13      -   0.99973619  x   0.99960178  =   0.99933807
 EP0643
 EP0643                          SUPERSEDED SURVEY CONTROL
 EP0643
 EP0643  NAD 83(1992)-  34 28 51.43917(N)    104 52 08.90040(W) AD(       ) 3
 EP0643  NGVD 29 (12/31/91) 1702.6    (m)         5586.     (f) VERT ANG       
 EP0643
 EP0643.Superseded values are not recommended for survey control.
 EP0643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EP0643.See file dsdata.txt to determine how the superseded data were derived.
 EP0643
 EP0643_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEU1201615493(NAD 83)
 EP0643_MARKER: DS = TRIANGULATION STATION DISK
 EP0643_SETTING: 66 = SET IN ROCK OUTCROP
 EP0643_SP_SET: SET IN ROCK OUTCROP
 EP0643_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EP0643+STABILITY: POSITION/ELEVATION WELL
 EP0643
 EP0643  HISTORY     - Date     Condition        Report By
 EP0643  HISTORY     - 1974     MONUMENTED       USGS
 EP0643
 EP0643                          STATION DESCRIPTION
 EP0643
 EP0643'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 EP0643'STATION IS LOCATED ON THE W. END OF HIGH HILL MESA, ABOUT 20 MI.
 EP0643'(AIRLINE) SE. OF VAUGHN, NEW MEXICO, ABOUT 16 MI. (AIRLINE) WNW. OF
 EP0643'YESO, NEW MEXICO, ON PROPERTY OF MR. ALBERT PEREZ.
 EP0643'
 EP0643'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 285 AND U.S.
 EP0643'HIGHWAY 60, AT THE E. EDGE OF VAUGHN, NEW MEXICO, GO E. ON HIGHWAY 60
 EP0643'FOR 22.4 MI. TO A T-RD. ON THE RIGHT (0.2 MI. E. OF MICROWAVE TOWER).
 EP0643'TURN RIGHT OFF HIGHWAY AND TAKE GRADED RD. S. FOR 4.7 MI.  TURN RIGHT
 EP0643'OFF GRADED RD. AND FOLLOW TRACK RD. W. FOR 0.5 MI. TO GATE.  PASS
 EP0643'THROUGH GATE AND TAKE RIGHT FORK N. FOR 2.0 MI. TO GATE.  PASS THROUGH
 EP0643'GATE, TAKE LEFT FORK W. FOR 2.0 MI. TO RD. FORK.  TAKE RIGHT FORK NW.
 EP0643'FOR 0.9 MI. TO STEEL WATER TANK.  FROM TANK FOLLOW DIM TRAIL NE. FOR
 EP0643'0.35 MI. TO TOP OF MESA.  LEAVE RD. AND DRIVE W. FOR 0.15 MI. TO W.
 EP0643'END OF MESA AND STATION SITE.
 EP0643'
 EP0643'STATION MARK--BRONZE TABLET SET IN ROCK OUTCROP, STAMPED---ALBERT ET
 EP0643'1974---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0328 ***********************************************************************
 FO0328  DESIGNATION -  ALBUQUERQUE
 FO0328  PID         -  FO0328
 FO0328  STATE/COUNTY-  NM/BERNALILLO
 FO0328  USGS QUAD   -  ALBUQUERQUE WEST (1990)
 FO0328
 FO0328                         *CURRENT SURVEY CONTROL
 FO0328  ___________________________________________________________________
 FO0328* NAD 83(1986)-  35 05 00.     (N)    106 38 31.     (W)     SCALED    
 FO0328* NAVD 88     -      1521.076  (meters)    4990.40   (feet)  ADJUSTED  
 FO0328  ___________________________________________________________________
 FO0328  GEOID HEIGHT-         -21.29  (meters)                     GEOID03
 FO0328  DYNAMIC HT  -        1518.993 (meters)    4983.56  (feet)  COMP
 FO0328  MODELED GRAV-     979,212.4   (mgal)                       NAVD 88
 FO0328
 FO0328  VERT ORDER  -  FIRST     CLASS II
 FO0328
 FO0328.The horizontal coordinates were scaled from a topographic map and have
 FO0328.an estimated accuracy of +/- 6 seconds.
 FO0328
 FO0328.The orthometric height was determined by differential leveling
 FO0328.and adjusted by the National Geodetic Survey in June 1991..
 FO0328.WARNING-Repeat measurements at this control monument indicate possible
 FO0328.vertical movement.
 FO0328
 FO0328.The geoid height was determined by GEOID03.
 FO0328
 FO0328.The dynamic height is computed by dividing the NAVD 88
 FO0328.geopotential number by the normal gravity value computed on the
 FO0328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0328.degrees latitude (g = 980.6199 gals.).
 FO0328
 FO0328.The modeled gravity was interpolated from observed gravity values.
 FO0328
 FO0328;                    North         East    Units  Estimated Accuracy
 FO0328;SPC NM C     -   452,890.      464,260.      MT  (+/- 180 meters Scaled)
 FO0328
 FO0328                          SUPERSEDED SURVEY CONTROL
 FO0328
 FO0328  NGVD 29 (??/??/92) 1520.253  (m)         4987.70   (f) ADJ UNCH    1 2
 FO0328
 FO0328.Superseded values are not recommended for survey control.
 FO0328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0328.See file dsdata.txt to determine how the superseded data were derived.
 FO0328
 FO0328_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU503835(NAD 83)
 FO0328_MARKER: DD = SURVEY DISK
 FO0328_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FO0328_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FO0328_STAMPING: LAT 35 0501 LONG 1063830 4987697
 FO0328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO0328+STABILITY: SURFACE MOTION
 FO0328
 FO0328  HISTORY     - Date     Condition        Report By
 FO0328  HISTORY     - UNK      MONUMENTED       USGS
 FO0328  HISTORY     - 1951     GOOD             NGS
 FO0328  HISTORY     - 1982     MARK NOT FOUND   NGS
 FO0328
 FO0328                          STATION DESCRIPTION
 FO0328
 FO0328'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 FO0328'IN ALBUQUERQUE.
 FO0328'AT ALBUQUERQUE, AT THE INTERSECTION OF NORTH EDITH STREET AND CENTRAL
 FO0328'AVENUE, 5 BLOCKS EAST OF THE CENTRAL AVENUE VIADUCT, 61.2 FEET
 FO0328'SOUTHEAST OF THE SOUTHEAST CORNER OF THE PUBLIC LIBRARY, 12.5 FEET
 FO0328'NORTH OF THE NORTH CURB OF CENTRAL AVENUE, 20.6 FEET WEST OF THE WEST
 FO0328'CURB OF NORTH EDITH STREET, SET IN THE TOP OF A SANDSTONE POST WHICH
 FO0328'PROJECTS 0.3 FOOT ABOVE THE GROUND.
 FO0328
 FO0328                          STATION RECOVERY (1982)
 FO0328
 FO0328'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FO0328'THERE IS A NEW SIDEWALK AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE6386 ***********************************************************************
 DE6386  HT_MOD      -  This is a Height Modernization Survey Station.
 DE6386  CORS        -  This is a GPS Continuously Operating Reference Station.
 DE6386  DESIGNATION -  ALBUQUERQUE 1 CORS ARP
 DE6386  CORS_ID     -  ZAB1
 DE6386  PID         -  DE6386
 DE6386  STATE/COUNTY-  NM/BERNALILLO
 DE6386  USGS QUAD   -  ALAMEDA (1990)
 DE6386
 DE6386                         *CURRENT SURVEY CONTROL
 DE6386  ___________________________________________________________________
 DE6386* NAD 83(CORS)-  35 10 24.85458(N)    106 34 02.41401(W)     ADJUSTED  
 DE6386* NAVD 88     -      1641.48   (meters)    5385.4    (feet)  GPS OBS   
 DE6386  ___________________________________________________________________
 DE6386  EPOCH DATE  -        2002.00
 DE6386  X           -  -1,488,635.952 (meters)                     COMP
 DE6386  Y           -  -5,003,947.555 (meters)                     COMP
 DE6386  Z           -   3,654,557.580 (meters)                     COMP
 DE6386  ELLIP HEIGHT-        1620.64  (meters)          (08/??/02) GPS OBS
 DE6386  GEOID HEIGHT-         -20.83  (meters)                     GEOID03
 DE6386
 DE6386  HORZ ORDER  -  SPECIAL (CORS)
 DE6386  ELLP ORDER  -  SPECIAL (CORS)
 DE6386
 DE6386.ITRF positions are available for this station.
 DE6386.The coordinates were established by GPS observations
 DE6386.and adjusted by the National Geodetic Survey in August 2002..
 DE6386.The coordinates are valid at the epoch date displayed above.
 DE6386.The epoch date for horizontal control is a decimal equivalence
 DE6386.of Year/Month/Day.
 DE6386
 DE6386.The orthometric height was determined by GPS observations and a
 DE6386.high-resolution geoid model using precise GPS observation and
 DE6386.processing techniques.
 DE6386
 DE6386.The PID for the CORS L1 Phase Center is DF8957.
 DE6386
 DE6386.The XYZ, and position/ellipsoidal ht. are equivalent.
 DE6386
 DE6386.The ellipsoidal height was determined by GPS observations
 DE6386.and is referenced to NAD 83.
 DE6386
 DE6386.The geoid height was determined by GEOID03.
 DE6386
 DE6386;                    North         East     Units Scale Factor Converg.
 DE6386;SPC NM C     -   462,874.713   471,095.012   MT  0.99991029   -0 10 58.1
 DE6386;SPC NM C     - 1,518,614.79  1,545,584.22   sFT  0.99991029   -0 10 58.1
 DE6386
 DE6386!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE6386!SPC NM C     -   0.99974568  x   0.99991029  =   0.99965600
 DE6386
 DE6386                          SUPERSEDED SURVEY CONTROL
 DE6386
 DE6386.No superseded survey control is available for this station.
 DE6386
 DE6386_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU5727593416(NAD 83)
 DE6386_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DE6386
 DE6386                          STATION DESCRIPTION
 DE6386
 DE6386'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002
 DE6386'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DE6386'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DE6386'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DE6386'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DE6386'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF8957 ***********************************************************************
 DF8957  CORS        -  This is a GPS Continuously Operating Reference Station.
 DF8957  DESIGNATION -  ALBUQUERQUE 1 CORS L1 PHASE CENTER
 DF8957  CORS_ID     -  ZAB1
 DF8957  PID         -  DF8957
 DF8957  STATE/COUNTY-  NM/BERNALILLO
 DF8957  USGS QUAD   -  ALAMEDA (1990)
 DF8957
 DF8957                         *CURRENT SURVEY CONTROL
 DF8957  ___________________________________________________________________
 DF8957* NAD 83(CORS)-  35 10 24.85451(N)    106 34 02.41400(W)     ADJUSTED  
 DF8957* NAVD 88     -                                                        
 DF8957  ___________________________________________________________________
 DF8957  EPOCH DATE  -        2002.00
 DF8957  X           -  -1,488,636.045 (meters)                     COMP
 DF8957  Y           -  -5,003,947.870 (meters)                     COMP
 DF8957  Z           -   3,654,557.809 (meters)                     COMP
 DF8957  ELLIP HEIGHT-        1621.04  (meters)          (08/??/02) GPS OBS
 DF8957  GEOID HEIGHT-         -20.83  (meters)                     GEOID03
 DF8957
 DF8957  HORZ ORDER  -  SPECIAL (CORS)
 DF8957  ELLP ORDER  -  SPECIAL (CORS)
 DF8957
 DF8957.ITRF positions are available for this station.
 DF8957.The coordinates were established by GPS observations
 DF8957.and adjusted by the National Geodetic Survey in August 2002..
 DF8957.The coordinates are valid at the epoch date displayed above.
 DF8957.The epoch date for horizontal control is a decimal equivalence
 DF8957.of Year/Month/Day.
 DF8957
 DF8957
 DF8957.The PID for the CORS ARP is DE6386.
 DF8957
 DF8957.The XYZ, and position/ellipsoidal ht. are equivalent.
 DF8957
 DF8957.The ellipsoidal height was determined by GPS observations
 DF8957.and is referenced to NAD 83.
 DF8957
 DF8957.The geoid height was determined by GEOID03.
 DF8957
 DF8957;                    North         East     Units Scale Factor Converg.
 DF8957;SPC NM C     -   462,874.711   471,095.012   MT  0.99991029   -0 10 58.1
 DF8957;SPC NM C     - 1,518,614.78  1,545,584.22   sFT  0.99991029   -0 10 58.1
 DF8957
 DF8957!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF8957!SPC NM C     -   0.99974562  x   0.99991029  =   0.99965593
 DF8957
 DF8957                          SUPERSEDED SURVEY CONTROL
 DF8957
 DF8957.No superseded survey control is available for this station.
 DF8957
 DF8957_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU5727593416(NAD 83)
 DF8957_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DF8957
 DF8957                          STATION DESCRIPTION
 DF8957
 DF8957'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DF8957'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DF8957'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DF8957'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DF8957'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DF8957'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE6388 ***********************************************************************
 DE6388  CORS        -  This is a GPS Continuously Operating Reference Station.
 DE6388  DESIGNATION -  ALBUQUERQUE 2 CORS ARP
 DE6388  CORS_ID     -  ZAB2
 DE6388  PID         -  DE6388
 DE6388  STATE/COUNTY-  NM/BERNALILLO
 DE6388  USGS QUAD   -  ALAMEDA (1990)
 DE6388
 DE6388                         *CURRENT SURVEY CONTROL
 DE6388  ___________________________________________________________________
 DE6388* NAD 83(CORS)-  35 10 24.85192(N)    106 34 02.19301(W)     ADJUSTED  
 DE6388* NAVD 88     -                                                        
 DE6388  ___________________________________________________________________
 DE6388  EPOCH DATE  -        2002.00
 DE6388  X           -  -1,488,630.618 (meters)                     COMP
 DE6388  Y           -  -5,003,949.243 (meters)                     COMP
 DE6388  Z           -   3,654,557.548 (meters)                     COMP
 DE6388  ELLIP HEIGHT-        1620.70  (meters)          (08/??/02) GPS OBS
 DE6388  GEOID HEIGHT-         -20.83  (meters)                     GEOID03
 DE6388
 DE6388  HORZ ORDER  -  SPECIAL (CORS)
 DE6388  ELLP ORDER  -  SPECIAL (CORS)
 DE6388
 DE6388.ITRF positions are available for this station.
 DE6388.The coordinates were established by GPS observations
 DE6388.and adjusted by the National Geodetic Survey in August 2002..
 DE6388.The coordinates are valid at the epoch date displayed above.
 DE6388.The epoch date for horizontal control is a decimal equivalence
 DE6388.of Year/Month/Day.
 DE6388
 DE6388
 DE6388.The PID for the CORS L1 Phase Center is DF8958.
 DE6388
 DE6388.The XYZ, and position/ellipsoidal ht. are equivalent.
 DE6388
 DE6388.The ellipsoidal height was determined by GPS observations
 DE6388.and is referenced to NAD 83.
 DE6388
 DE6388.The geoid height was determined by GEOID03.
 DE6388
 DE6388;                    North         East     Units Scale Factor Converg.
 DE6388;SPC NM C     -   462,874.613   471,100.603   MT  0.99991029   -0 10 58.0
 DE6388;SPC NM C     - 1,518,614.46  1,545,602.56   sFT  0.99991029   -0 10 58.0
 DE6388
 DE6388!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE6388!SPC NM C     -   0.99974567  x   0.99991029  =   0.99965599
 DE6388
 DE6388                          SUPERSEDED SURVEY CONTROL
 DE6388
 DE6388.No superseded survey control is available for this station.
 DE6388
 DE6388_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU5728093416(NAD 83)
 DE6388_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DE6388
 DE6388                          STATION DESCRIPTION
 DE6388
 DE6388'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002
 DE6388'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DE6388'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DE6388'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DE6388'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DE6388'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF8958 ***********************************************************************
 DF8958  CORS        -  This is a GPS Continuously Operating Reference Station.
 DF8958  DESIGNATION -  ALBUQUERQUE 2 CORS L1 PHASE CENTER
 DF8958  CORS_ID     -  ZAB2
 DF8958  PID         -  DF8958
 DF8958  STATE/COUNTY-  NM/BERNALILLO
 DF8958  USGS QUAD   -  ALAMEDA (1990)
 DF8958
 DF8958                         *CURRENT SURVEY CONTROL
 DF8958  ___________________________________________________________________
 DF8958* NAD 83(CORS)-  35 10 24.85185(N)    106 34 02.19300(W)     ADJUSTED  
 DF8958* NAVD 88     -                                                        
 DF8958  ___________________________________________________________________
 DF8958  EPOCH DATE  -        2002.00
 DF8958  X           -  -1,488,630.709 (meters)                     COMP
 DF8958  Y           -  -5,003,949.549 (meters)                     COMP
 DF8958  Z           -   3,654,557.771 (meters)                     COMP
 DF8958  ELLIP HEIGHT-        1621.09  (meters)          (08/??/02) GPS OBS
 DF8958  GEOID HEIGHT-         -20.83  (meters)                     GEOID03
 DF8958
 DF8958  HORZ ORDER  -  SPECIAL (CORS)
 DF8958  ELLP ORDER  -  SPECIAL (CORS)
 DF8958
 DF8958.ITRF positions are available for this station.
 DF8958.The coordinates were established by GPS observations
 DF8958.and adjusted by the National Geodetic Survey in August 2002..
 DF8958.The coordinates are valid at the epoch date displayed above.
 DF8958.The epoch date for horizontal control is a decimal equivalence
 DF8958.of Year/Month/Day.
 DF8958
 DF8958
 DF8958.The PID for the CORS ARP is DE6388.
 DF8958
 DF8958.The XYZ, and position/ellipsoidal ht. are equivalent.
 DF8958
 DF8958.The ellipsoidal height was determined by GPS observations
 DF8958.and is referenced to NAD 83.
 DF8958
 DF8958.The geoid height was determined by GEOID03.
 DF8958
 DF8958;                    North         East     Units Scale Factor Converg.
 DF8958;SPC NM C     -   462,874.611   471,100.604   MT  0.99991029   -0 10 58.0
 DF8958;SPC NM C     - 1,518,614.45  1,545,602.56   sFT  0.99991029   -0 10 58.0
 DF8958
 DF8958!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF8958!SPC NM C     -   0.99974561  x   0.99991029  =   0.99965592
 DF8958
 DF8958                          SUPERSEDED SURVEY CONTROL
 DF8958
 DF8958.No superseded survey control is available for this station.
 DF8958
 DF8958_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU5728093416(NAD 83)
 DF8958_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DF8958
 DF8958                          STATION DESCRIPTION
 DF8958
 DF8958'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DF8958'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DF8958'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DF8958'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DF8958'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DF8958'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1325 ***********************************************************************
 FO1325  DESIGNATION -  ALBUQUERQUE CEN STK OF THREE
 FO1325  PID         -  FO1325
 FO1325  STATE/COUNTY-  NM/BERNALILLO
 FO1325  USGS QUAD   -  ALBUQUERQUE WEST (1990)
 FO1325
 FO1325                         *CURRENT SURVEY CONTROL
 FO1325  ___________________________________________________________________
 FO1325* NAD 83(1992)-  35 06 16.29301(N)    106 39 38.05006(W)     ADJUSTED  
 FO1325* NAVD 88     -                                                        
 FO1325  ___________________________________________________________________
 FO1325  LAPLACE CORR-           4.56  (seconds)                    DEFLEC99
 FO1325  GEOID HEIGHT-         -21.34  (meters)                     GEOID03
 FO1325
 FO1325  HORZ ORDER  -  THIRD
 FO1325
 FO1325.The horizontal coordinates were established by classical geodetic methods
 FO1325.and adjusted by the National Geodetic Survey in December 1993..
 FO1325
 FO1325
 FO1325.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1325
 FO1325.The geoid height was determined by GEOID03.
 FO1325
 FO1325;                    North         East     Units Scale Factor Converg.
 FO1325;SPC NM C     -   455,246.433   462,571.223   MT  0.99991726   -0 14 10.0
 FO1325;SPC NM C     - 1,493,587.67  1,517,619.09   sFT  0.99991726   -0 14 10.0
 FO1325;UTM  13      - 3,885,896.109   348,655.999   MT  0.99988229   -0 57 18.4
 FO1325
 FO1325                          SUPERSEDED SURVEY CONTROL
 FO1325
 FO1325  NAD 83(1986)-  35 06 16.29702(N)    106 39 38.05297(W) AD(       ) 4
 FO1325  NAD 27      -  35 06 16.13155(N)    106 39 35.96189(W) AD(       ) 3
 FO1325
 FO1325.Superseded values are not recommended for survey control.
 FO1325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1325.See file dsdata.txt to determine how the superseded data were derived.
 FO1325
 FO1325_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU4865685896(NAD 83)
 FO1325_MARKER: 63 = STACK
 FO1325
 FO1325  HISTORY     - Date     Condition        Report By
 FO1325  HISTORY     - 1946     FIRST OBSERVED   CGS
 FO1325
 FO1325                          STATION DESCRIPTION
 FO1325
 FO1325'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1128 ***********************************************************************
 FO1128  DESIGNATION -  ALBUQUERQUE CH LATTER DAY ST
 FO1128  PID         -  FO1128
 FO1128  STATE/COUNTY-  NM/BERNALILLO
 FO1128  USGS QUAD   -  ALAMEDA (1990)
 FO1128
 FO1128                         *CURRENT SURVEY CONTROL
 FO1128  ___________________________________________________________________
 FO1128* NAD 83(1992)-  35 07 38.60566(N)    106 32 01.10546(W)     ADJUSTED  
 FO1128* NAVD 88     -                                                        
 FO1128  ___________________________________________________________________
 FO1128  LAPLACE CORR-          12.69  (seconds)                    DEFLEC99
 FO1128  GEOID HEIGHT-         -20.60  (meters)                     GEOID03
 FO1128
 FO1128  HORZ ORDER  -  THIRD
 FO1128
 FO1128.The horizontal coordinates were established by classical geodetic methods
 FO1128.and adjusted by the National Geodetic Survey in December 1993..
 FO1128
 FO1128
 FO1128.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1128
 FO1128.The geoid height was determined by GEOID03.
 FO1128
 FO1128;                    North         East     Units Scale Factor Converg.
 FO1128;SPC NM C     -   457,742.540   474,149.729   MT  0.99990823   -0 09 47.5
 FO1128;SPC NM C     - 1,501,776.98  1,555,606.24   sFT  0.99990823   -0 09 47.5
 FO1128;UTM  13      - 3,888,246.564   360,264.329   MT  0.99984065   -0 52 57.3
 FO1128
 FO1128                          SUPERSEDED SURVEY CONTROL
 FO1128
 FO1128  NAD 83(1986)-  35 07 38.61107(N)    106 32 01.11215(W) AD(       ) 4
 FO1128  NAD 27      -  35 07 38.44725(N)    106 31 59.02638(W) AD(       ) 3
 FO1128
 FO1128.Superseded values are not recommended for survey control.
 FO1128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1128.See file dsdata.txt to determine how the superseded data were derived.
 FO1128
 FO1128_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU6026488247(NAD 83)
 FO1128_MARKER: 90 = CHURCH SPIRE
 FO1128
 FO1128  HISTORY     - Date     Condition        Report By
 FO1128  HISTORY     - 1969     FIRST OBSERVED   CGS
 FO1128  HISTORY     - 20050116 GOOD             GEOCAC
 FO1128
 FO1128                          STATION DESCRIPTION
 FO1128
 FO1128'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JLC)
 FO1128'THE STATION IS LOCATED ABOUT 7 MILES NORTHEAST OF THE CENTER OF
 FO1128'ALBUQUERQUE, 3 MILES NORTH OF INTERSTATE HIGHWAY 40 AND JUST
 FO1128'NORTHWEST OF THE INTERSECTION OF PITT PLACE NE AND EUBANK
 FO1128'BOULEVARD NE.
 FO1128'
 FO1128'THE STATION IS A SPIKE SPIRE, WHITE IN COLOR THAT RISES FROM
 FO1128'THE EAST END OF A RED BRICK BUILDING AND HAS AN OVER-ALL HEIGHT
 FO1128'OF 86 FEET.  THE POINT INTERSECTED WAS THE TOP AND CENTER OF THE
 FO1128'SPIRE.
 FO1128
 FO1128                          STATION RECOVERY (2005)
 FO1128
 FO1128'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 FO1128'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1262 ***********************************************************************
 FO1262  DESIGNATION -  ALBUQUERQUE CUTTER APT SOCK
 FO1262  PID         -  FO1262
 FO1262  STATE/COUNTY-  NM/BERNALILLO
 FO1262  USGS QUAD   -  ALBUQUERQUE WEST (1990)
 FO1262
 FO1262                         *CURRENT SURVEY CONTROL
 FO1262  ___________________________________________________________________
 FO1262* NAD 83(1992)-  35 05 04.48023(N)    106 42 59.86477(W)     ADJUSTED  
 FO1262* NAVD 88     -                                                        
 FO1262  ___________________________________________________________________
 FO1262  LAPLACE CORR-           0.93  (seconds)                    DEFLEC99
 FO1262  GEOID HEIGHT-         -21.47  (meters)                     GEOID03
 FO1262
 FO1262  HORZ ORDER  -  THIRD
 FO1262
 FO1262.The horizontal coordinates were established by classical geodetic methods
 FO1262.and adjusted by the National Geodetic Survey in December 1993..
 FO1262
 FO1262
 FO1262.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1262
 FO1262.The geoid height was determined by GEOID03.
 FO1262
 FO1262;                    North         East     Units Scale Factor Converg.
 FO1262;SPC NM C     -   453,056.051   457,450.256   MT  0.99992231   -0 16 05.6
 FO1262;SPC NM C     - 1,486,401.39  1,500,818.05   sFT  0.99992231   -0 16 05.6
 FO1262;UTM  13      - 3,883,770.205   343,508.097   MT  0.99990182   -0 59 12.8
 FO1262
 FO1262                          SUPERSEDED SURVEY CONTROL
 FO1262
 FO1262  NAD 83(1986)-  35 05 04.48469(N)    106 42 59.86680(W) AD(       ) 4
 FO1262  NAD 27      -  35 05 04.31657(N)    106 42 57.76926(W) AD(       ) 3
 FO1262
 FO1262.Superseded values are not recommended for survey control.
 FO1262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1262.See file dsdata.txt to determine how the superseded data were derived.
 FO1262
 FO1262_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU4350883770(NAD 83)
 FO1262
 FO1262  HISTORY     - Date     Condition        Report By
 FO1262  HISTORY     - 1946     FIRST OBSERVED   CGS
 FO1262  HISTORY     - 20050206 MARK NOT FOUND   GEOCAC
 FO1262
 FO1262                          STATION DESCRIPTION
 FO1262
 FO1262'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAE)
 FO1262'THIS IS THE WIND SOCK ATOP A TALL WOODEN POLE ARISING ABOVE
 FO1262'THE TREES AT THE ENTRANCE TO THE GROUNDS OF THE CUTTER-CARR
 FO1262'FLYING FIELD, FORMERLY THE ALBUQUERQUE MUNICIPAL AIRPORT.  IT
 FO1262'IS ABOUT 1/2 MILE N OF ROUTE 66, W OF THE RIO GRANDE RIVER.
 FO1262
 FO1262                          STATION RECOVERY (2005)
 FO1262
 FO1262'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 FO1262'THIS AREA IS NO LONGER AN AIRPORT, AND THE WINDSOCK WAS NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1136 ***********************************************************************
 FO1136  DESIGNATION -  ALBUQUERQUE DEL NORTE BAP CH
 FO1136  PID         -  FO1136
 FO1136  STATE/COUNTY-  NM/BERNALILLO
 FO1136  USGS QUAD   -  ALAMEDA (1990)
 FO1136
 FO1136                         *CURRENT SURVEY CONTROL
 FO1136  ___________________________________________________________________
 FO1136* NAD 83(1992)-  35 07 49.71542(N)    106 34 47.33913(W)     ADJUSTED  
 FO1136* NAVD 88     -                                                        
 FO1136  ___________________________________________________________________
 FO1136  LAPLACE CORR-          10.18  (seconds)                    DEFLEC99
 FO1136  GEOID HEIGHT-         -20.95  (meters)                     GEOID03
 FO1136
 FO1136  HORZ ORDER  -  THIRD
 FO1136
 FO1136.The horizontal coordinates were established by classical geodetic methods
 FO1136.and adjusted by the National Geodetic Survey in December 1993..
 FO1136
 FO1136
 FO1136.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1136
 FO1136.The geoid height was determined by GEOID03.
 FO1136
 FO1136;                    North         East     Units Scale Factor Converg.
 FO1136;SPC NM C     -   458,097.846   469,942.483   MT  0.99991113   -0 11 23.2
 FO1136;SPC NM C     - 1,502,942.68  1,541,802.96   sFT  0.99991113   -0 11 23.2
 FO1136;UTM  13      - 3,888,654.643   356,062.135   MT  0.99985534   -0 54 33.3
 FO1136
 FO1136                          SUPERSEDED SURVEY CONTROL
 FO1136
 FO1136  NAD 83(1986)-  35 07 49.72086(N)    106 34 47.34539(W) AD(       ) 4
 FO1136  NAD 27      -  35 07 49.55785(N)    106 34 45.25733(W) AD(       ) 3
 FO1136
 FO1136.Superseded values are not recommended for survey control.
 FO1136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1136.See file dsdata.txt to determine how the superseded data were derived.
 FO1136
 FO1136_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU5606288655(NAD 83)
 FO1136_MARKER: 90 = CHURCH SPIRE
 FO1136
 FO1136  HISTORY     - Date     Condition        Report By
 FO1136  HISTORY     - 1969     FIRST OBSERVED   CGS
 FO1136
 FO1136                          STATION DESCRIPTION
 FO1136
 FO1136'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JLC)
 FO1136'THE STATION IS LOCATED 0.1 MILE WEST OF THE INTERSECTION OF
 FO1136'MONTGOMERY BOULEVARD NE AND SAN PEDRO DRIVE NE IN ALBUQUERQUE.
 FO1136'
 FO1136'IT IS A OCTAGON SHAPED SPIRE, WHITE IN COLOR, RISING FROM THE
 FO1136'NORTH FACE OF A RED BRICK CHURCH AND HAS AN OVER-ALL HEIGHT OF
 FO1136'60 FEET.
 FO1136'
 FO1136'THE POINT INTERSECTED WAS THE TOP AND CENTER OF THE SPIRE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1415 ***********************************************************************
 FO1415  DESIGNATION -  ALBUQUERQUE DON WELL 1 TANK
 FO1415  PID         -  FO1415
 FO1415  STATE/COUNTY-  NM/BERNALILLO
 FO1415  USGS QUAD   -  LA MESITA NEGRA SE (1990)
 FO1415
 FO1415                         *CURRENT SURVEY CONTROL
 FO1415  ___________________________________________________________________
 FO1415* NAD 83(1992)-  35 04 04.88229(N)    106 45 28.28316(W)     ADJUSTED  
 FO1415* NAVD 88     -                                                        
 FO1415  ___________________________________________________________________
 FO1415  LAPLACE CORR-          -0.92  (seconds)                    DEFLEC99
 FO1415  GEOID HEIGHT-         -21.50  (meters)                     GEOID03
 FO1415
 FO1415  HORZ ORDER  -  THIRD
 FO1415
 FO1415.The horizontal coordinates were established by classical geodetic methods
 FO1415.and adjusted by the National Geodetic Survey in December 1993..
 FO1415
 FO1415
 FO1415.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1415
 FO1415.The geoid height was determined by GEOID03.
 FO1415
 FO1415;                    North         East     Units Scale Factor Converg.
 FO1415;SPC NM C     -   451,237.943   453,681.540   MT  0.99992643   -0 17 30.5
 FO1415;SPC NM C     - 1,480,436.48  1,488,453.52   sFT  0.99992643   -0 17 30.5
 FO1415;UTM  13      - 3,881,999.529   339,716.934   MT  0.99991663   -1 00 36.7
 FO1415
 FO1415                          SUPERSEDED SURVEY CONTROL
 FO1415
 FO1415  NAD 83(1986)-  35 04 04.88677(N)    106 45 28.28437(W) AD(       ) 4
 FO1415  NAD 27      -  35 04 04.72082(N)    106 45 26.18463(W) AD(       ) 3
 FO1415
 FO1415.Superseded values are not recommended for survey control.
 FO1415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1415.See file dsdata.txt to determine how the superseded data were derived.
 FO1415
 FO1415_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU3971782000(NAD 83)
 FO1415_MARKER: 53 = ELEVATED TANK
 FO1415
 FO1415  HISTORY     - Date     Condition        Report By
 FO1415  HISTORY     - 1969     FIRST OBSERVED   CGS
 FO1415  HISTORY     - 20050206 GOOD             GEOCAC
 FO1415
 FO1415                          STATION DESCRIPTION
 FO1415
 FO1415'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JLC)
 FO1415'THE STATION IS LOCATED ABOUT 6-1/2 MILES WEST-SOUTHWEST OF
 FO1415'THE CENTER OF ALBUQUERQUE, 3/4 MILE SOUTH OF INTERSTATE
 FO1415'HIGHWAY 40 AND OWNED BY THE CITY OF ALBUQUERQUE.
 FO1415'
 FO1415'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY
 FO1415'66 AND N. COORS ROAD IN THE WEST EDGE OF ALBUQUERQUE, GO WEST
 FO1415'ON U.S. HIGHWAY 66 FOR 2.9 MILES TO THE TANK ON THE LEFT.
 FO1415'
 FO1415'THE STATION IS A CYLINDRICAL STEEL STRUCTURE, OLIVE GREEN
 FO1415'IN COLOR AND HAS AN OVER-ALL HEIGHT OF 40 FEET.  THE POINT
 FO1415'INTERSECTED WAS THE CAP AT THE TOP AND CENTER.
 FO1415
 FO1415                          STATION RECOVERY (2005)
 FO1415
 FO1415'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 FO1415'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1345 ***********************************************************************
 FO1345  DESIGNATION -  ALBUQUERQUE FEDERAL BLDG DOME
 FO1345  PID         -  FO1345
 FO1345  STATE/COUNTY-  NM/BERNALILLO
 FO1345  USGS QUAD   -  ALBUQUERQUE WEST (1990)
 FO1345
 FO1345                         *CURRENT SURVEY CONTROL
 FO1345  ___________________________________________________________________
 FO1345* NAD 83(1992)-  35 05 02.21244(N)    106 39 09.69681(W)     ADJUSTED  
 FO1345* NAVD 88     -                                                        
 FO1345  ___________________________________________________________________
 FO1345  LAPLACE CORR-           5.33  (seconds)                    DEFLEC99
 FO1345  GEOID HEIGHT-         -21.33  (meters)                     GEOID03
 FO1345
 FO1345  HORZ ORDER  -  THIRD
 FO1345
 FO1345.The horizontal coordinates were established by classical geodetic methods
 FO1345.and adjusted by the National Geodetic Survey in December 1993..
 FO1345
 FO1345
 FO1345.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1345
 FO1345.The geoid height was determined by GEOID03.
 FO1345
 FO1345;                    North         East     Units Scale Factor Converg.
 FO1345;SPC NM C     -   452,960.748   463,279.995   MT  0.99991661   -0 13 53.3
 FO1345;SPC NM C     - 1,486,088.72  1,519,944.45   sFT  0.99991661   -0 13 53.3
 FO1345;UTM  13      - 3,883,601.794   349,336.015   MT  0.99987976   -0 57 00.4
 FO1345
 FO1345                          SUPERSEDED SURVEY CONTROL
 FO1345
 FO1345  NAD 83(1986)-  35 05 02.21743(N)    106 39 09.70017(W) AD(       ) 4
 FO1345  NAD 27      -  35 05 02.04909(N)    106 39 07.60959(W) AD(       ) 3
 FO1345
 FO1345.Superseded values are not recommended for survey control.
 FO1345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1345.See file dsdata.txt to determine how the superseded data were derived.
 FO1345
 FO1345_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU4933683602(NAD 83)
 FO1345_MARKER: 82 = FINIAL
 FO1345_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FO1345+SATELLITE: SATELLITE OBSERVATIONS - August 25, 2004
 FO1345
 FO1345  HISTORY     - Date     Condition        Report By
 FO1345  HISTORY     - 1946     FIRST OBSERVED   CGS
 FO1345  HISTORY     - 1947     GOOD             CGS
 FO1345  HISTORY     - 20020420 GOOD             USPSQD
 FO1345  HISTORY     - 20030718 GOOD             USPSQD
 FO1345  HISTORY     - 20040825 GOOD             USPSQD
 FO1345
 FO1345                          STATION DESCRIPTION
 FO1345
 FO1345'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAE)
 FO1345'GOLF LEAF DOME WITH FINIAL ATOP THE FEDERAL COURTHOUSE BUILDING,
 FO1345'IN THE CENTER OF ALBUQUERQUE BUSINESS DISTRICT, AT THE CORNER
 FO1345'OF FIFTH STREET AND GOLD AVENUE.
 FO1345
 FO1345                          STATION RECOVERY (1947)
 FO1345
 FO1345'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RER)
 FO1345'RECOVERED IN GOOD CONDITION DESCRIPTION ADEQUATE.
 FO1345
 FO1345                          STATION RECOVERY (2002)
 FO1345
 FO1345'RECOVERY NOTE BY US POWER SQUADRON 2002 (RPJ)
 FO1345'RECOVERED IN GOOD CONDITION.
 FO1345
 FO1345                          STATION RECOVERY (2003)
 FO1345
 FO1345'RECOVERY NOTE BY US POWER SQUADRON 2003 (RPJ)
 FO1345'RECOVERED IN GOOD CONDITION.
 FO1345
 FO1345                          STATION RECOVERY (2004)
 FO1345
 FO1345'RECOVERY NOTE BY US POWER SQUADRON 2004 (KFJ)
 FO1345'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1341 ***********************************************************************
 FO1341  DESIGNATION -  ALBUQUERQUE GE SE WATER TANK
 FO1341  PID         -  FO1341
 FO1341  STATE/COUNTY-  NM/BERNALILLO
 FO1341  USGS QUAD   -  ALBUQUERQUE WEST (1990)
 FO1341
 FO1341                         *CURRENT SURVEY CONTROL
 FO1341  ___________________________________________________________________
 FO1341* NAD 83(1992)-  35 02 51.59201(N)    106 38 56.22298(W)     ADJUSTED  
 FO1341* NAVD 88     -                                                        
 FO1341  ___________________________________________________________________
 FO1341  LAPLACE CORR-           6.00  (seconds)                    DEFLEC99
 FO1341  GEOID HEIGHT-         -21.34  (meters)                     GEOID03
 FO1341
 FO1341  HORZ ORDER  -  THIRD
 FO1341
 FO1341.The horizontal coordinates were established by classical geodetic methods
 FO1341.and adjusted by the National Geodetic Survey in December 1993..
 FO1341
 FO1341
 FO1341.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1341
 FO1341.The geoid height was determined by GEOID03.
 FO1341
 FO1341;                    North         East     Units Scale Factor Converg.
 FO1341;SPC NM C     -   448,934.394   463,605.180   MT  0.99991632   -0 13 44.8
 FO1341;SPC NM C     - 1,472,878.92  1,521,011.33   sFT  0.99991632   -0 13 44.8
 FO1341;UTM  13      - 3,879,571.830   349,610.686   MT  0.99987874   -0 56 49.6
 FO1341
 FO1341                          SUPERSEDED SURVEY CONTROL
 FO1341
 FO1341  NAD 83(1986)-  35 02 51.59732(N)    106 38 56.22627(W) AD(       ) 4
 FO1341  NAD 27      -  35 02 51.42625(N)    106 38 54.13574(W) AD(       ) 3
 FO1341
 FO1341.Superseded values are not recommended for survey control.
 FO1341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1341.See file dsdata.txt to determine how the superseded data were derived.
 FO1341
 FO1341_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU4961179572(NAD 83)
 FO1341_MARKER: 53 = ELEVATED TANK
 FO1341
 FO1341  HISTORY     - Date     Condition        Report By
 FO1341  HISTORY     - 1969     FIRST OBSERVED   CGS
 FO1341  HISTORY     - 20041221 MARK NOT FOUND   GEOCAC
 FO1341
 FO1341                          STATION DESCRIPTION
 FO1341
 FO1341'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JLC)
 FO1341'THE STATION IS LOCATED ON THE PROPERTY OF THE GENERAL ELECTRIC
 FO1341'FACTORY AT 336 WOODWARD ROAD SE IN THE CITY OF ALBUQUERQUE.
 FO1341'
 FO1341'IT IS THE SOUTHEAST ONE OF TWO WATER TANKS AT THIS ADDRESS.
 FO1341'IT IS A FOUR-LEGGED STRUCTURE PAINTED IN ALTERNATE SECTIONS OF
 FO1341'RED AND WHITE WITH A RED LIGHT ON THE TOP.  IT HAS AN OVER-ALL
 FO1341'HEIGHT OF 100 FEET.
 FO1341'
 FO1341'THE POINT INTERSECTED WAS THE CENTER OF THE CAP ATOP THE TANK.
 FO1341
 FO1341                          STATION RECOVERY (2004)
 FO1341
 FO1341'RECOVERY NOTE BY GEOCACHING 2004 (BMC)
 FO1341'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1332 ***********************************************************************
 FO1332  DESIGNATION -  ALBUQUERQUE HILTON HTL SIGN
 FO1332  PID         -  FO1332
 FO1332  STATE/COUNTY-  NM/BERNALILLO
 FO1332  USGS QUAD   -  ALBUQUERQUE WEST (1990)
 FO1332
 FO1332                         *CURRENT SURVEY CONTROL
 FO1332  ___________________________________________________________________
 FO1332* NAD 83(1992)-  35 05 06.16015(N)    106 38 58.63189(W)     ADJUSTED  
 FO1332* NAVD 88     -                                                        
 FO1332  ___________________________________________________________________
 FO1332  LAPLACE CORR-           5.54  (seconds)                    DEFLEC99
 FO1332  GEOID HEIGHT-         -21.32  (meters)                     GEOID03
 FO1332
 FO1332  HORZ ORDER  -  THIRD
 FO1332
 FO1332.The horizontal coordinates were established by classical geodetic methods
 FO1332.and adjusted by the National Geodetic Survey in December 1993..
 FO1332
 FO1332
 FO1332.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1332
 FO1332.The geoid height was determined by GEOID03.
 FO1332
 FO1332;                    North         East     Units Scale Factor Converg.
 FO1332;SPC NM C     -   453,081.266   463,560.752   MT  0.99991636   -0 13 46.9
 FO1332;SPC NM C     - 1,486,484.12  1,520,865.57   sFT  0.99991636   -0 13 46.9
 FO1332;UTM  13      - 3,883,718.778   349,618.251   MT  0.99987871   -0 56 54.1
 FO1332
 FO1332                          SUPERSEDED SURVEY CONTROL
 FO1332
 FO1332  NAD 83(1986)-  35 05 06.16541(N)    106 38 58.63476(W) AD(       ) 4
 FO1332  NAD 27      -  35 05 05.98528(N)    106 38 56.56179(W) AD(       ) 3
 FO1332
 FO1332.Superseded values are not recommended for survey control.
 FO1332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1332.See file dsdata.txt to determine how the superseded data were derived.
 FO1332
 FO1332_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU4961883719(NAD 83)
 FO1332_MARKER: 68 = COMMERCIAL SIGN
 FO1332
 FO1332  HISTORY     - Date     Condition        Report By
 FO1332  HISTORY     - 1946     FIRST OBSERVED   CGS
 FO1332  HISTORY     - 20020420 MARK NOT FOUND   USPSQD
 FO1332
 FO1332                          STATION DESCRIPTION
 FO1332
 FO1332'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAE)
 FO1332'THE CENTER OF THE PROMINENT SIGN WITH THE NAME HILTON, LIGHTED
 FO1332'AT NIGHT IN LARGE LETTERS IN A VERTICAL ROW ATOP THE HILTON
 FO1332'HOTEL, IN DOWNTOWN ALBUQUERQUE, BETWEEN SECOND AND THIRD STREETS,
 FO1332'AND S OF COPPER AVENUE.
 FO1332
 FO1332                          STATION RECOVERY (2002)
 FO1332
 FO1332'RECOVERY NOTE BY US POWER SQUADRON 2002 (RPJ)
 FO1332'SIGN ON THE ROOF HAS BEEN DISMANTLED.  HOTEL IS NOW OPERATED UNDER
 FO1332'DIFFERENT OWNERSHIP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1253 ***********************************************************************
 FO1253  DESIGNATION -  ALBUQUERQUE INDIAN HOSP STK
 FO1253  PID         -  FO1253
 FO1253  STATE/COUNTY-  NM/BERNALILLO
 FO1253  USGS QUAD   -  ALBUQUERQUE EAST (1990)
 FO1253
 FO1253                         *CURRENT SURVEY CONTROL
 FO1253  ___________________________________________________________________
 FO1253* NAD 83(1992)-  35 05 20.39025(N)    106 36 56.88287(W)     ADJUSTED  
 FO1253* NAVD 88     -                                                        
 FO1253  ___________________________________________________________________
 FO1253  LAPLACE CORR-           7.71  (seconds)                    DEFLEC99
 FO1253  GEOID HEIGHT-         -21.18  (meters)                     GEOID03
 FO1253
 FO1253  HORZ ORDER  -  THIRD
 FO1253
 FO1253.The horizontal coordinates were established by classical geodetic methods
 FO1253.and adjusted by the National Geodetic Survey in December 1993..
 FO1253
 FO1253
 FO1253.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1253
 FO1253.The geoid height was determined by GEOID03.
 FO1253
 FO1253;                    North         East     Units Scale Factor Converg.
 FO1253;SPC NM C     -   453,507.918   466,646.169   MT  0.99991371   -0 12 37.0
 FO1253;SPC NM C     - 1,487,883.89  1,530,988.31   sFT  0.99991371   -0 12 37.0
 FO1253;UTM  13      - 3,884,106.678   352,708.648   MT  0.99986738   -0 55 44.4
 FO1253
 FO1253                          SUPERSEDED SURVEY CONTROL
 FO1253
 FO1253  NAD 83(1986)-  35 05 20.39537(N)    106 36 56.88648(W) AD(       ) 4
 FO1253  NAD 27      -  35 05 20.22844(N)    106 36 54.79897(W) AD(       ) 3
 FO1253
 FO1253.Superseded values are not recommended for survey control.
 FO1253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1253.See file dsdata.txt to determine how the superseded data were derived.
 FO1253
 FO1253_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU5270984107(NAD 83)
 FO1253_MARKER: 63 = STACK
 FO1253_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FO1253+SATELLITE: SATELLITE OBSERVATIONS - September 17, 2004
 FO1253
 FO1253  HISTORY     - Date     Condition        Report By
 FO1253  HISTORY     - 1946     FIRST OBSERVED   CGS
 FO1253  HISTORY     - 1947     GOOD             CGS
 FO1253  HISTORY     - 1957     GOOD             CGS
 FO1253  HISTORY     - 20040917 GOOD             GEOCAC
 FO1253
 FO1253                          STATION DESCRIPTION
 FO1253
 FO1253'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAE)
 FO1253'THE PROMINENT YELLOW BRICK RECTANGULAR STACK ARISING FROM THE
 FO1253'INDIAN HOSPITAL AND SANATORIUM, THE GROUNDS OF WHICH ADJOIN
 FO1253'THOSE OF THE UNIVERSITY OF NEW MEXICO ON THE NE.
 FO1253
 FO1253                          STATION RECOVERY (1947)
 FO1253
 FO1253'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RER)
 FO1253'DESCRIPTION ADEQUATE
 FO1253'
 FO1253'RECOVERED IN GOOD CONDITION.
 FO1253
 FO1253                          STATION RECOVERY (1957)
 FO1253
 FO1253'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HJB)
 FO1253'STATION RECOVERED IN GOOD CONDITION.
 FO1253
 FO1253                          STATION RECOVERY (2004)
 FO1253
 FO1253'RECOVERY NOTE BY GEOCACHING 2004 (BMC)
 FO1253'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1336 ***********************************************************************
 FO1336  DESIGNATION -  ALBUQUERQUE INDIAN SCH W TANK
 FO1336  PID         -  FO1336
 FO1336  STATE/COUNTY-  NM/BERNALILLO
 FO1336  USGS QUAD   -  ALBUQUERQUE WEST (1990)
 FO1336
 FO1336                         *CURRENT SURVEY CONTROL
 FO1336  ___________________________________________________________________
 FO1336* NAD 83(1992)-  35 06 34.16125(N)    106 39 27.33240(W)     ADJUSTED  
 FO1336* NAVD 88     -                                                        
 FO1336  ___________________________________________________________________
 FO1336  LAPLACE CORR-           4.74  (seconds)                    DEFLEC99
 FO1336  GEOID HEIGHT-         -21.33  (meters)                     GEOID03
 FO1336
 FO1336  HORZ ORDER  -  THIRD
 FO1336
 FO1336.The horizontal coordinates were established by classical geodetic methods
 FO1336.and adjusted by the National Geodetic Survey in December 1993..
 FO1336
 FO1336
 FO1336.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1336
 FO1336.The geoid height was determined by GEOID03.
 FO1336
 FO1336;                    North         East     Units Scale Factor Converg.
 FO1336;SPC NM C     -   455,795.920   462,844.882   MT  0.99991701   -0 14 03.9
 FO1336;SPC NM C     - 1,495,390.45  1,518,516.92   sFT  0.99991701   -0 14 03.9
 FO1336;UTM  13      - 3,886,442.100   348,936.522   MT  0.99988125   -0 57 12.7
 FO1336
 FO1336                          SUPERSEDED SURVEY CONTROL
 FO1336
 FO1336  NAD 83(1986)-  35 06 34.16614(N)    106 39 27.33563(W) AD(       ) 4
 FO1336  NAD 27      -  35 06 34.00269(N)    106 39 25.24286(W) AD(       ) 3
 FO1336
 FO1336.Superseded values are not recommended for survey control.
 FO1336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1336.See file dsdata.txt to determine how the superseded data were derived.
 FO1336
 FO1336_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU4893786442(NAD 83)
 FO1336_MARKER: 53 = ELEVATED TANK
 FO1336
 FO1336  HISTORY     - Date     Condition        Report By
 FO1336  HISTORY     - 1946     FIRST OBSERVED   CGS
 FO1336  HISTORY     - 1947     GOOD             CGS
 FO1336  HISTORY     - 1957     GOOD             CGS
 FO1336  HISTORY     - 1969     GOOD             CGS
 FO1336
 FO1336                          STATION DESCRIPTION
 FO1336
 FO1336'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAE)
 FO1336'TANK IS LOCATED 25 METERS W OF THE POWERHOUSE AT THE INDIAN
 FO1336'SCHOOL IN THE N PART OF ALBUQUERQUE.  SEPARATING THE TANK AND
 FO1336'POWERHOUSE IS AN IRREGULAR GRAVEL ROAD AND PARKING AREA.  TANK
 FO1336'IS 19 METERS N OF AN ABANDONED BUILDING APPROXIMATELY THE SIZE
 FO1336'OF A SMALL DWELLING.  IT IS A CONVENTIONAL SILVER WATER TANK
 FO1336'SUPPORTED BY FOUR STEEL LEGS SET IN CONCRETE, WITH A STANDPIPE
 FO1336'IN THE CENTER RUNNING FROM THE GROUND TO THE TANK ABOVE.
 FO1336'
 FO1336'TANK IS ABOUT 1/2 MILE W OF NORTH FOURTH STREET, APPROXIMATELY
 FO1336'100 YARDS N OF INDIAN SCHOOL STREET.
 FO1336
 FO1336                          STATION RECOVERY (1947)
 FO1336
 FO1336'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RER)
 FO1336'RECOVERED IN GOOD CONDITION DESCRIPTION ADEQUATE.
 FO1336
 FO1336                          STATION RECOVERY (1957)
 FO1336
 FO1336'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HJB)
 FO1336'STATION RECOVERED IN GOOD CONDITION.
 FO1336
 FO1336                          STATION RECOVERY (1969)
 FO1336
 FO1336'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JLC)
 FO1336'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE POINT
 FO1336'INTERSECTED WAS THE BALL AT THE APEX OF THE TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1424 ***********************************************************************
 FO1424  DESIGNATION -  ALBUQUERQUE JCT ATT MICROWAVE
 FO1424  PID         -  FO1424
 FO1424  STATE/COUNTY-  NM/BERNALILLO
 FO1424  USGS QUAD   -  LA MESITA NEGRA SE (1990)
 FO1424
 FO1424                         *CURRENT SURVEY CONTROL
 FO1424  ___________________________________________________________________
 FO1424* NAD 83(1992)-  35 01 08.68947(N)    106 49 02.01537(W)     ADJUSTED  
 FO1424* NAVD 88     -                                                        
 FO1424  ___________________________________________________________________
 FO1424  LAPLACE CORR-          -0.82  (seconds)                    DEFLEC99
 FO1424  GEOID HEIGHT-         -21.57  (meters)                     GEOID03
 FO1424
 FO1424  HORZ ORDER  -  THIRD
 FO1424
 FO1424.The horizontal coordinates were established by classical geodetic methods
 FO1424.and adjusted by the National Geodetic Survey in December 1993..
 FO1424
 FO1424
 FO1424.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1424
 FO1424.The geoid height was determined by GEOID03.
 FO1424
 FO1424;                    North         East     Units Scale Factor Converg.
 FO1424;SPC NM C     -   445,837.841   448,235.840   MT  0.99993301   -0 19 31.8
 FO1424;SPC NM C     - 1,462,719.65  1,470,587.09   sFT  0.99993301   -0 19 31.8
 FO1424;UTM  13      - 3,876,668.099   334,204.007   MT  0.99993879   -1 02 35.0
 FO1424
 FO1424                          SUPERSEDED SURVEY CONTROL
 FO1424
 FO1424  NAD 83(1986)-  35 01 08.69355(N)    106 49 02.01616(W) AD(       ) 4
 FO1424  NAD 27      -  35 01 08.52281(N)    106 48 59.91362(W) AD(       ) 3
 FO1424
 FO1424.Superseded values are not recommended for survey control.
 FO1424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1424.See file dsdata.txt to determine how the superseded data were derived.
 FO1424
 FO1424_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU3420476668(NAD 83)
 FO1424_MARKER: 45 = MICROWAVE TOWER
 FO1424
 FO1424  HISTORY     - Date     Condition        Report By
 FO1424  HISTORY     - 1958     FIRST OBSERVED   CGS
 FO1424  HISTORY     - 1969     GOOD             CGS
 FO1424  HISTORY     - 1970     GOOD             NGS
 FO1424  HISTORY     - 1981     GOOD             NGS
 FO1424
 FO1424                          STATION DESCRIPTION
 FO1424
 FO1424'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RLE)
 FO1424'THE STATION IS LOCATED ABOUT 11 MILES WEST-SOUTHWEST OF
 FO1424'ALBUQUERQUE AND 10 MILES NORTHWEST OF ISLETA.  IT IS A STANDARD
 FO1424'MICROWAVE TOWER WITH 2 REFLECTORS ON THE TOP AND 6 REFLECTORS
 FO1424'FASTENED TO THE SIDES OF THE TOWER.  THE OVERALL HEIGHT IS 195
 FO1424'FEET.
 FO1424'
 FO1424'THE POINT INTERSECTED WAS THE TOP AND CENTER.
 FO1424'
 FO1424'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 66 AND
 FO1424'STATE HIGHWAY 448 NEAR THE WEST EDGE OF ALBUQUERQUE, GO WEST
 FO1424'ON HIGHWAY 66 FOR 4.0 MILES TO THE TOP OF THE MESA AND MONTES
 FO1424'STAR TRUCK STOP AND CAFE ON THE RIGHT.  CONTINUE WESTERLY ON
 FO1424'HIGHWAY 66 FOR 1.85 MILES TO A GRAVELED SIDE ROAD ON THE LEFT.
 FO1424'TURN LEFT ON THE SIDE ROAD AND GO 2.6 MILES TO THE STATION
 FO1424'AS DESCRIBED.
 FO1424
 FO1424                          STATION RECOVERY (1969)
 FO1424
 FO1424'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JLC)
 FO1424'THIS IS THE SAME STATION AS A T AND T MICROWAVE TOWER 10 MILES
 FO1424'NW OF ISLETA 1958.  THE STATION WAS RECOVERED AS DESCRIBED
 FO1424'BY R.L.E. 1958 WITH THE EXCEPTION THE OVER-ALL HEIGHT WAS 175
 FO1424'FEET AND THE POINT INTERSECTED AT THIS TIME WAS THE RED LIGHT
 FO1424'AT THE TOP OF THE TOWER.
 FO1424
 FO1424                          STATION RECOVERY (1970)
 FO1424
 FO1424'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (JVT)
 FO1424'THE STATION WAS RECOVERED AS DESCRIBED IN 1958 AND 1969.
 FO1424
 FO1424                          STATION RECOVERY (1981)
 FO1424
 FO1424'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (MLS)
 FO1424'RECOVERED AS DESCRIBED.
 FO1424'
 FO1424'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--11 MILES WSW OF
 FO1424'ALBUQUERQUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1255 ***********************************************************************
 FO1255  DESIGNATION -  ALBUQUERQUE KIRTLAND AFB TWR
 FO1255  PID         -  FO1255
 FO1255  STATE/COUNTY-  NM/BERNALILLO
 FO1255  USGS QUAD   -  ALBUQUERQUE EAST (1990)
 FO1255
 FO1255                         *CURRENT SURVEY CONTROL
 FO1255  ___________________________________________________________________
 FO1255* NAD 83(1992)-  35 02 47.69153(N)    106 36 52.57338(W)     ADJUSTED  
 FO1255* NAVD 88     -                                                        
 FO1255  ___________________________________________________________________
 FO1255  LAPLACE CORR-           7.86  (seconds)                    DEFLEC99
 FO1255  GEOID HEIGHT-         -21.20  (meters)                     GEOID03
 FO1255
 FO1255  HORZ ORDER  -  THIRD
 FO1255
 FO1255.This mark is at Albuquerque Int'l Airport (ABQ)
 FO1255
 FO1255.The horizontal coordinates were established by classical geodetic methods
 FO1255.and adjusted by the National Geodetic Survey in December 1993..
 FO1255
 FO1255
 FO1255.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1255
 FO1255.The geoid height was determined by GEOID03.
 FO1255
 FO1255;                    North         East     Units Scale Factor Converg.
 FO1255;SPC NM C     -   448,802.214   466,738.117   MT  0.99991363   -0 12 33.7
 FO1255;SPC NM C     - 1,472,445.26  1,531,289.97   sFT  0.99991363   -0 12 33.7
 FO1255;UTM  13      - 3,879,400.409   352,741.590   MT  0.99986726   -0 55 38.4
 FO1255
 FO1255                          SUPERSEDED SURVEY CONTROL
 FO1255
 FO1255  NAD 83(1986)-  35 02 47.69691(N)    106 36 52.57714(W) AD(       ) 4
 FO1255  NAD 27      -  35 02 47.52651(N)    106 36 50.49019(W) AD(       ) 3
 FO1255
 FO1255.Superseded values are not recommended for survey control.
 FO1255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1255.See file dsdata.txt to determine how the superseded data were derived.
 FO1255
 FO1255_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU5274279400(NAD 83)
 FO1255_MARKER: 58 = CONTROL TOWER
 FO1255
 FO1255  HISTORY     - Date     Condition        Report By
 FO1255  HISTORY     - 1955     FIRST OBSERVED   CGS
 FO1255  HISTORY     - 1961     SEE DESCRIPTION  CGS
 FO1255
 FO1255                          STATION DESCRIPTION
 FO1255
 FO1255'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WRH)
 FO1255'THE CONTROL TOWER IS LOCATED AT THE SOUTHEAST EDGE OF ALBUQUERQUE
 FO1255'AT KIRTLAND AIR FORCE BASE.
 FO1255'
 FO1255'THE CONTROL TOWER IS A TWO STORY STRUCTURE WITH THE CONTROL
 FO1255'ROOM ON THE SECOND STORY.  IT HAS LARGE GREEN GLASS WINDOWS
 FO1255'ON ALL FOUR SIDES.  THE APEX OF THE ROOF WAS INTERSECTED.
 FO1255
 FO1255                          STATION RECOVERY (1961)
 FO1255
 FO1255'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (JJC)
 FO1255'THE CONTROL TOWER HAS BEEN TORN DOWN.  THERE IS NOW A CONTROL
 FO1255'TOWER ON THE SOUTH SIDE OF THE AIRPORT WHICH IS OPERATED BY THE
 FO1255'FAA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1178 ***********************************************************************
 FO1178  DESIGNATION -  ALBUQUERQUE LEYENDECKER TANK
 FO1178  PID         -  FO1178
 FO1178  STATE/COUNTY-  NM/BERNALILLO
 FO1178  USGS QUAD   -  ALAMEDA (1990)
 FO1178
 FO1178                         *CURRENT SURVEY CONTROL
 FO1178  ___________________________________________________________________
 FO1178* NAD 83(1992)-  35 07 53.32588(N)    106 34 22.32435(W)     ADJUSTED  
 FO1178* NAVD 88     -      1614.     (meters)    5295.     (feet)  SCALED    
 FO1178  ___________________________________________________________________
 FO1178  LAPLACE CORR-          10.65  (seconds)                    DEFLEC99
 FO1178  GEOID HEIGHT-         -20.90  (meters)                     GEOID03
 FO1178
 FO1178  HORZ ORDER  -  THIRD
 FO1178
 FO1178.The horizontal coordinates were established by classical geodetic methods
 FO1178.and adjusted by the National Geodetic Survey in December 1993..
 FO1178
 FO1178.The orthometric height was scaled from a topographic map.
 FO1178
 FO1178.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1178
 FO1178.The geoid height was determined by GEOID03.
 FO1178
 FO1178;                    North         East     Units Scale Factor Converg.
 FO1178;SPC NM C     -   458,207.025   470,576.096   MT  0.99991067   -0 11 08.9
 FO1178;SPC NM C     - 1,503,300.88  1,543,881.74   sFT  0.99991067   -0 11 08.9
 FO1178;UTM  13      - 3,888,755.852   356,697.032   MT  0.99985309   -0 54 19.0
 FO1178
 FO1178!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1178!SPC NM C     -   0.99975003  x   0.99991067  =   0.99966072
 FO1178!UTM  13      -   0.99975003  x   0.99985309  =   0.99960316
 FO1178
 FO1178                          SUPERSEDED SURVEY CONTROL
 FO1178
 FO1178  NAD 83(1986)-  35 07 53.33170(N)    106 34 22.32563(W) AD(       ) 4
 FO1178  NAD 27      -  35 07 53.16862(N)    106 34 20.23867(W) AD(       ) 3
 FO1178
 FO1178.Superseded values are not recommended for survey control.
 FO1178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1178.See file dsdata.txt to determine how the superseded data were derived.
 FO1178
 FO1178_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU5669788756(NAD 83)
 FO1178_MARKER: 53 = ELEVATED TANK
 FO1178
 FO1178  HISTORY     - Date     Condition        Report By
 FO1178  HISTORY     - 1969     FIRST OBSERVED   CGS
 FO1178  HISTORY     - 20050103 GOOD             GEOCAC
 FO1178
 FO1178                          STATION DESCRIPTION
 FO1178
 FO1178'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JLC)
 FO1178'THE STATION IS LOCATED ON PROPERTY OWNED BY THE CITY, AT THE
 FO1178'LEYENDECKER PUMP STATION, ABOUT 5-1/4 MILES NORTHEAST OF THE
 FO1178'CENTER OF ALBUQUERQUE, 2-1/4 MILES NORTH OF INTERSTATE HIGHWAY
 FO1178'40 AND 1-3/4 MILES EAST OF INTERSTATE HIGHWAY 25.
 FO1178'
 FO1178'TO REACH THE STATION FROM THE JUNCTION OF MONTGOMERY BLVD. NE
 FO1178'AND LOUISIANA BLVD. IN THE NORTHEAST PART OF ALBUQUERQUE, GO
 FO1178'WEST ON MONTGOMERY BLVD. NE FOR 0.35 MILE TO THE TANK ON THE
 FO1178'RIGHT.
 FO1178'
 FO1178'THE STATION IS A CYLINDRICAL STEEL STRUCTURE, TAN IN COLOR AND
 FO1178'HAS AN OVER-ALL HEIGHT OF 40 FEET.  THE POINT INTERSECTED WAS
 FO1178'THE CAP AT THE TOP AND CENTER.
 FO1178'
 FO1178'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION DECKER
 FO1178'1969, THE DISTANCE BEING 162.92 FEET OR (49.658 METERS).
 FO1178
 FO1178                          STATION RECOVERY (2005)
 FO1178
 FO1178'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 FO1178'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1254 ***********************************************************************
 FO1254  DESIGNATION -  ALBUQUERQUE MAG STATION
 FO1254  PID         -  FO1254
 FO1254  STATE/COUNTY-  NM/BERNALILLO
 FO1254  USGS QUAD   -  ALBUQUERQUE EAST (1990)
 FO1254
 FO1254                         *CURRENT SURVEY CONTROL
 FO1254  ___________________________________________________________________
 FO1254* NAD 83(1992)-  35 05 13.23551(N)    106 36 55.89454(W)     ADJUSTED  
 FO1254* NAVD 88     -      1572.5    (meters)    5159.     (feet)  VERTCON   
 FO1254  ___________________________________________________________________
 FO1254  LAPLACE CORR-           7.73  (seconds)                    DEFLEC99
 FO1254  GEOID HEIGHT-         -21.18  (meters)                     GEOID03
 FO1254
 FO1254  HORZ ORDER  -  SECOND
 FO1254
 FO1254.The horizontal coordinates were established by classical geodetic methods
 FO1254.and adjusted by the National Geodetic Survey in December 1993..
 FO1254
 FO1254.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1254.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1254
 FO1254.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1254
 FO1254.The geoid height was determined by GEOID03.
 FO1254
 FO1254;                    North         East     Units Scale Factor Converg.
 FO1254;SPC NM C     -   453,287.357   466,670.393   MT  0.99991369   -0 12 36.4
 FO1254;SPC NM C     - 1,487,160.27  1,531,067.78   sFT  0.99991369   -0 12 36.4
 FO1254;UTM  13      - 3,883,885.841   352,730.102   MT  0.99986730   -0 55 43.7
 FO1254
 FO1254!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1254!SPC NM C     -   0.99975655  x   0.99991369  =   0.99967026
 FO1254!UTM  13      -   0.99975655  x   0.99986730  =   0.99962388
 FO1254
 FO1254:                Primary Azimuth Mark                     Grid Az
 FO1254:SPC NM C     -  UNIVERSITY                               256 14 45.6
 FO1254:UTM  13      -  UNIVERSITY                               256 57 52.9
 FO1254
 FO1254|---------------------------------------------------------------------|
 FO1254| PID    Reference Object                     Distance      Geod. Az  |
 FO1254|                                                           dddmmss.s |
 FO1254| FO0332 UNIVERSITY                          424.252 METERS 2560209.2 |
 FO1254| FO0336 GOLF                                APPROX. 0.9 KM 3080437.5 |
 FO1254|---------------------------------------------------------------------|
 FO1254
 FO1254                          SUPERSEDED SURVEY CONTROL
 FO1254
 FO1254  NAD 83(1986)-  35 05 13.24113(N)    106 36 55.89577(W) AD(       ) 2
 FO1254  NAD 27      -  35 05 13.07278(N)    106 36 53.80657(W) AD(       ) 2
 FO1254  NGVD 29 (07/19/86) 1571.7    (m)         5156.     (f) VERT ANG       
 FO1254
 FO1254.Superseded values are not recommended for survey control.
 FO1254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1254.See file dsdata.txt to determine how the superseded data were derived.
 FO1254
 FO1254_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU5273083886(NAD 83)
 FO1254_MARKER: DM = MAGNETIC STATION DISK
 FO1254_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FO1254_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FO1254_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO1254+STABILITY: SURFACE MOTION
 FO1254
 FO1254  HISTORY     - Date     Condition        Report By
 FO1254  HISTORY     - 1946     MONUMENTED       CGS
 FO1254  HISTORY     - 20041025 MARK NOT FOUND   GEOCAC
 FO1254
 FO1254                          STATION DESCRIPTION
 FO1254
 FO1254'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAE)
 FO1254'STATION IS LOCATED ABOUT 1-3/4 MILES, AIRLINE, E OF THE CENTER
 FO1254'OF ALBUQUERQUE AND 1/8 MILE S OF THE ALBUQUERQUE INDIAN
 FO1254'SANATORIUM.  IT IS 1/8 MILE N OF THE N BOUNDARY OF THE E
 FO1254'SECTION OF THE UNIVERSITY OF NEW MEXICO GOLF COURSE.  IT
 FO1254'IS 153 FEET S OF THE CENTER OF LAS LOMAS ROAD AND ABOUT 2
 FO1254'FEET LOWER THAN THE SURFACE OF THIS ROAD.  IT IS 4 FEET WNW
 FO1254'OF A 4-INCH SQUARE WHITE WITNESS POST.  IT IS A BRONZE MAGNETIC
 FO1254'DISK WHICH IS UNSTAMPED AND SET IN THE TOP OF A SQUARE
 FO1254'CONCRETE POST PROJECTING 1 INCH ABOVE THE GROUND.
 FO1254
 FO1254                          STATION RECOVERY (2004)
 FO1254
 FO1254'RECOVERY NOTE BY GEOCACHING 2004 (BMC)
 FO1254'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1420 ***********************************************************************
 FO1420  DESIGNATION -  ALBUQUERQUE MTN ST TT CO TOWER
 FO1420  PID         -  FO1420
 FO1420  STATE/COUNTY-  NM/BERNALILLO
 FO1420  USGS QUAD   -  LA MESITA NEGRA SE (1990)
 FO1420
 FO1420                         *CURRENT SURVEY CONTROL
 FO1420  ___________________________________________________________________
 FO1420* NAD 83(1992)-  35 04 00.16398(N)    106 46 57.41146(W)     ADJUSTED  
 FO1420* NAVD 88     -                                                        
 FO1420  ___________________________________________________________________
 FO1420  LAPLACE CORR-          -1.33  (seconds)                    DEFLEC99
 FO1420  GEOID HEIGHT-         -21.50  (meters)                     GEOID03
 FO1420
 FO1420  HORZ ORDER  -  THIRD
 FO1420
 FO1420.The horizontal coordinates were established by classical geodetic methods
 FO1420.and adjusted by the National Geodetic Survey in December 1993..
 FO1420
 FO1420
 FO1420.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1420
 FO1420.The geoid height was determined by GEOID03.
 FO1420
 FO1420;                    North         East     Units Scale Factor Converg.
 FO1420;SPC NM C     -   451,104.331   451,422.729   MT  0.99992907   -0 18 21.6
 FO1420;SPC NM C     - 1,479,998.13  1,481,042.74   sFT  0.99992907   -0 18 21.6
 FO1420;UTM  13      - 3,881,894.249   337,456.641   MT  0.99992562   -1 01 27.8
 FO1420
 FO1420                          SUPERSEDED SURVEY CONTROL
 FO1420
 FO1420  NAD 83(1986)-  35 04 00.16830(N)    106 46 57.41276(W) AD(       ) 4
 FO1420  NAD 27      -  35 04 00.00226(N)    106 46 55.31048(W) AD(       ) 3
 FO1420
 FO1420.Superseded values are not recommended for survey control.
 FO1420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1420.See file dsdata.txt to determine how the superseded data were derived.
 FO1420
 FO1420_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU3745781894(NAD 83)
 FO1420_MARKER: 42 = RADIO/TV MAST
 FO1420
 FO1420  HISTORY     - Date     Condition        Report By
 FO1420  HISTORY     - 1954     FIRST OBSERVED   CGS
 FO1420  HISTORY     - 1958     GOOD             CGS
 FO1420  HISTORY     - 1969     GOOD             CGS
 FO1420  HISTORY     - 1970     GOOD             NGS
 FO1420  HISTORY     - 20051105 GOOD             GEOCAC
 FO1420
 FO1420                          STATION DESCRIPTION
 FO1420
 FO1420'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (WRH)
 FO1420'THE MAST IS LOCATED ABOUT 6 MILES WEST OF ALBUQUERQUE, AND
 FO1420'ABOUT 1/4 MILE NORTH OF U.S. HIGHWAY 66, ON THE EAST EDGE
 FO1420'OF A MESA.
 FO1420'
 FO1420'THE MAST IS A FOUR LEGGED STEEL STRUCTURE AT ITS BASE, COMBINING
 FO1420'ITS LEGS TO FORM A MAST.  IT IS ABOUT 175 FEET HIGH.  THE TOP
 FO1420'OF THE MAST WAS INTERSECTED.
 FO1420
 FO1420                          STATION RECOVERY (1958)
 FO1420
 FO1420'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (RLE)
 FO1420'THE STATION IS LOCATED ABOUT 8 MILES WEST OF THE CENTER OF
 FO1420'ALBUQUERQUE AND 0.25 MILES NORTH OF U.S. HIGHWAY 66.  IT IS A
 FO1420'FOUR LEGGED STEEL TOWER WITH ONE REFLECTOR FASTENED ON THE SIDE AT
 FO1420'THE TOP.  THE OVERALL HEIGHT IS 175 FEET.
 FO1420'
 FO1420'THE POINT INTERSECTED WAS THE TOP AND CENTER.
 FO1420'
 FO1420'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 66 AND
 FO1420'STATE HIGHWAY 448 NEAR THE WEST EDGE OF ALBUQUERQUE, GO WEST
 FO1420'ON HIGHWAY 66 FOR 4.0 MILES TO THE TOP OF THE MESA AND MONTES STAR
 FO1420'TRUCK STOP AND CAFE ON THE RIGHT.  CONTINUE WESTERLY ON
 FO1420'HIGHWAY 66 FOR 0.1 MILE TO A TRACK ROAD RIGHT.  TURN RIGHT ON
 FO1420'THE TRACK ROAD AND GO 0.25 MILES TO THE STATION AS DESCRIBED.
 FO1420'
 FO1420'NOTE--THE SAME AS ALBUQUERQUE-SANTA FE RADIO TELEPHONE MAST, 1954.
 FO1420
 FO1420                          STATION RECOVERY (1969)
 FO1420
 FO1420'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JLC)
 FO1420'THE STATION WAS RECOVERED IN GOOD CONDITION AND AS DESCRIBED BY
 FO1420'R.L.E. 1958.  THE POINT INTERSECTED WAS THE RED LIGHT AT THE
 FO1420'TOP, OFF CENTER.
 FO1420'
 FO1420'NOTE--THE SAME AS ALBUQUERQUE-SANTA FE RADIO TELEPHONE MAST 1954.
 FO1420
 FO1420                          STATION RECOVERY (1970)
 FO1420
 FO1420'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (JVT)
 FO1420'THE STATION WAS RECOVERED AS DESCRIBED IN 1958 AND 1969.
 FO1420'
 FO1420'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 7-3/4 MILES
 FO1420'WEST-SOUTHWEST OF ALBUQUERQUE
 FO1420
 FO1420                          STATION RECOVERY (2005)
 FO1420
 FO1420'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 FO1420'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1205 ***********************************************************************
 FO1205  DESIGNATION -  ALBUQUERQUE MUN APT BEACON
 FO1205  PID         -  FO1205
 FO1205  STATE/COUNTY-  NM/BERNALILLO
 FO1205  USGS QUAD   -  ALBUQUERQUE EAST (1990)
 FO1205
 FO1205                         *CURRENT SURVEY CONTROL
 FO1205  ___________________________________________________________________
 FO1205* NAD 83(1992)-  35 02 23.74916(N)    106 36 04.16191(W)     ADJUSTED  
 FO1205* NAVD 88     -                                                        
 FO1205  ___________________________________________________________________
 FO1205  LAPLACE CORR-           8.24  (seconds)                    DEFLEC99
 FO1205  GEOID HEIGHT-         -21.13  (meters)                     GEOID03
 FO1205
 FO1205  HORZ ORDER  -  THIRD
 FO1205
 FO1205.This mark is at Albuquerque Int'l Airport (ABQ)
 FO1205
 FO1205.The horizontal coordinates were established by classical geodetic methods
 FO1205.and adjusted by the National Geodetic Survey in December 1993..
 FO1205
 FO1205
 FO1205.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1205
 FO1205.The geoid height was determined by GEOID03.
 FO1205
 FO1205;                    North         East     Units Scale Factor Converg.
 FO1205;SPC NM C     -   448,060.049   467,962.319   MT  0.99991265   -0 12 05.8
 FO1205;SPC NM C     - 1,470,010.34  1,535,306.37   sFT  0.99991265   -0 12 05.8
 FO1205;UTM  13      - 3,878,643.001   353,956.339   MT  0.99986287   -0 55 10.1
 FO1205
 FO1205                          SUPERSEDED SURVEY CONTROL
 FO1205
 FO1205  NAD 83(1986)-  35 02 23.75456(N)    106 36 04.16628(W) AD(       ) 4
 FO1205  NAD 27      -  35 02 23.58216(N)    106 36 02.07932(W) AD(       ) 3
 FO1205
 FO1205.Superseded values are not recommended for survey control.
 FO1205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1205.See file dsdata.txt to determine how the superseded data were derived.
 FO1205
 FO1205_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU5395678643(NAD 83)
 FO1205_MARKER: 58 = CONTROL TOWER
 FO1205
 FO1205  HISTORY     - Date     Condition        Report By
 FO1205  HISTORY     - 1969     FIRST OBSERVED   CGS
 FO1205
 FO1205                          STATION DESCRIPTION
 FO1205
 FO1205'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JLC)
 FO1205'THE STATION IS LOCATED ATOP THE CONTROL TOWER OF THE
 FO1205'ALBUQUERQUE MUNICIPAL AIRPORT IN ALBUQUERQUE.  IT HAS AN
 FO1205'OVER-ALL HEIGHT OF 110 FEET.
 FO1205'
 FO1205'THE POINT INTERSECTED WAS THE CENTER OF THE SPINDLE OF THE
 FO1205'BEACON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1249 ***********************************************************************
 FO1249  DESIGNATION -  ALBUQUERQUE MUN APT FLAG
 FO1249  PID         -  FO1249
 FO1249  STATE/COUNTY-  NM/BERNALILLO
 FO1249  USGS QUAD   -  ALBUQUERQUE EAST (1990)
 FO1249
 FO1249                         *CURRENT SURVEY CONTROL
 FO1249  ___________________________________________________________________
 FO1249* NAD 83(1992)-  35 02 54.09241(N)    106 37 18.02341(W)     ADJUSTED  
 FO1249* NAVD 88     -      1618.     (meters)    5308.     (feet)  SCALED    
 FO1249  ___________________________________________________________________
 FO1249  LAPLACE CORR-           7.57  (seconds)                    DEFLEC99
 FO1249  GEOID HEIGHT-         -21.23  (meters)                     GEOID03
 FO1249
 FO1249  HORZ ORDER  -  THIRD
 FO1249
 FO1249.This mark is at Albuquerque Int'l Airport (ABQ)
 FO1249
 FO1249.The horizontal coordinates were established by classical geodetic methods
 FO1249.and adjusted by the National Geodetic Survey in December 1993..
 FO1249
 FO1249.The orthometric height was scaled from a topographic map.
 FO1249
 FO1249.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1249
 FO1249.The geoid height was determined by GEOID03.
 FO1249
 FO1249;                    North         East     Units Scale Factor Converg.
 FO1249;SPC NM C     -   449,001.831   466,093.920   MT  0.99991416   -0 12 48.4
 FO1249;SPC NM C     - 1,473,100.17  1,529,176.47   sFT  0.99991416   -0 12 48.4
 FO1249;UTM  13      - 3,879,608.074   352,099.974   MT  0.99986959   -0 55 53.2
 FO1249
 FO1249!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1249!SPC NM C     -   0.99974945  x   0.99991416  =   0.99966363
 FO1249!UTM  13      -   0.99974945  x   0.99986959  =   0.99961907
 FO1249
 FO1249                          SUPERSEDED SURVEY CONTROL
 FO1249
 FO1249  NAD 83(1986)-  35 02 54.09789(N)    106 37 18.02412(W) AD(       ) 4
 FO1249  NAD 27      -  35 02 53.92599(N)    106 37 15.93675(W) AD(       ) 3
 FO1249
 FO1249.Superseded values are not recommended for survey control.
 FO1249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1249.See file dsdata.txt to determine how the superseded data were derived.
 FO1249
 FO1249_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU5210079608(NAD 83)
 FO1249_MARKER: 62 = FLAGPOLE
 FO1249
 FO1249  HISTORY     - Date     Condition        Report By
 FO1249  HISTORY     - 1946     FIRST OBSERVED   CGS
 FO1249  HISTORY     - 1957     GOOD             CGS
 FO1249
 FO1249                          STATION DESCRIPTION
 FO1249
 FO1249'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (HJR)
 FO1249'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION NOT SENT
 FO1249'TO FIELD.  AS THIS WAS A NO CHECK POSITION, A SETUP WAS MADE
 FO1249'AT STATION KIRTLAND, 1946 AND THE AZIMUTH AND DISTANCE CHECKED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1252 ***********************************************************************
 FO1252  DESIGNATION -  ALBUQUERQUE MUN APT WIND SOCK
 FO1252  PID         -  FO1252
 FO1252  STATE/COUNTY-  NM/BERNALILLO
 FO1252  USGS QUAD   -  ALBUQUERQUE EAST (1990)
 FO1252
 FO1252                         *CURRENT SURVEY CONTROL
 FO1252  ___________________________________________________________________
 FO1252* NAD 83(1992)-  35 02 52.70053(N)    106 37 09.17413(W)     ADJUSTED  
 FO1252* NAVD 88     -                                                        
 FO1252  ___________________________________________________________________
 FO1252  LAPLACE CORR-           7.68  (seconds)                    DEFLEC99
 FO1252  GEOID HEIGHT-         -21.22  (meters)                     GEOID03
 FO1252
 FO1252  HORZ ORDER  -  THIRD
 FO1252
 FO1252.The horizontal coordinates were established by classical geodetic methods
 FO1252.and adjusted by the National Geodetic Survey in December 1993..
 FO1252
 FO1252
 FO1252.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1252
 FO1252.The geoid height was determined by GEOID03.
 FO1252
 FO1252;                    North         East     Units Scale Factor Converg.
 FO1252;SPC NM C     -   448,958.109   466,318.007   MT  0.99991398   -0 12 43.3
 FO1252;SPC NM C     - 1,472,956.73  1,529,911.66   sFT  0.99991398   -0 12 43.3
 FO1252;UTM  13      - 3,879,561.549   352,323.485   MT  0.99986878   -0 55 48.1
 FO1252
 FO1252                          SUPERSEDED SURVEY CONTROL
 FO1252
 FO1252  NAD 83(1986)-  35 02 52.70551(N)    106 37 09.17701(W) AD(       ) 4
 FO1252  NAD 27      -  35 02 52.53322(N)    106 37 07.08599(W) AD(       ) 3
 FO1252
 FO1252.Superseded values are not recommended for survey control.
 FO1252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1252.See file dsdata.txt to determine how the superseded data were derived.
 FO1252
 FO1252_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU5232379562(NAD 83)
 FO1252
 FO1252  HISTORY     - Date     Condition        Report By
 FO1252  HISTORY     - 1946     FIRST OBSERVED   CGS
 FO1252  HISTORY     - 1957     GOOD             CGS
 FO1252  HISTORY     - 1963     GOOD             CGS
 FO1252
 FO1252                          STATION DESCRIPTION
 FO1252
 FO1252'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAE)
 FO1252'THE WIND SOCK IS LOCATED ON TOP OF A POLE SITUATED ON THE
 FO1252'APEX OF THE MUNICIPAL HANGAR ROOF, AT THE W END OF THE BUILDING.
 FO1252'THIS AIRPORT IS IN CONNECTION WITH AND IMMEDIATELY W OF THE
 FO1252'KIRTLAND FIELD RESERVATION.
 FO1252
 FO1252                          STATION RECOVERY (1957)
 FO1252
 FO1252'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HJB)
 FO1252'STATION RECOVERED IN GOOD CONDITION.
 FO1252
 FO1252                          STATION RECOVERY (1963)
 FO1252
 FO1252'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (AJP)
 FO1252'THE STATION WAS RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1109 ***********************************************************************
 FO1109  DESIGNATION -  ALBUQUERQUE PONDEROSA TANK
 FO1109  PID         -  FO1109
 FO1109  STATE/COUNTY-  NM/BERNALILLO
 FO1109  USGS QUAD   -  ALAMEDA (1990)
 FO1109
 FO1109                         *CURRENT SURVEY CONTROL
 FO1109  ___________________________________________________________________
 FO1109* NAD 83(1992)-  35 07 47.61105(N)    106 31 13.75439(W)     ADJUSTED  
 FO1109* NAVD 88     -      1731.     (meters)    5679.     (feet)  SCALED    
 FO1109  ___________________________________________________________________
 FO1109  LAPLACE CORR-          13.31  (seconds)                    DEFLEC99
 FO1109  GEOID HEIGHT-         -20.48  (meters)                     GEOID03
 FO1109
 FO1109  HORZ ORDER  -  THIRD
 FO1109
 FO1109.The horizontal coordinates were established by classical geodetic methods
 FO1109.and adjusted by the National Geodetic Survey in December 1993..
 FO1109
 FO1109.The orthometric height was scaled from a topographic map.
 FO1109
 FO1109.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1109
 FO1109.The geoid height was determined by GEOID03.
 FO1109
 FO1109;                    North         East     Units Scale Factor Converg.
 FO1109;SPC NM C     -   458,016.701   475,349.224   MT  0.99990749   -0 09 20.3
 FO1109;SPC NM C     - 1,502,676.46  1,559,541.58   sFT  0.99990749   -0 09 20.3
 FO1109;UTM  13      - 3,888,505.625   361,467.088   MT  0.99983652   -0 52 30.3
 FO1109
 FO1109!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1109!SPC NM C     -   0.99973161  x   0.99990749  =   0.99963912
 FO1109!UTM  13      -   0.99973161  x   0.99983652  =   0.99956817
 FO1109
 FO1109                          SUPERSEDED SURVEY CONTROL
 FO1109
 FO1109  NAD 83(1986)-  35 07 47.61697(N)    106 31 13.75540(W) AD(       ) 4
 FO1109  NAD 27      -  35 07 47.45316(N)    106 31 11.67229(W) AD(       ) 3
 FO1109
 FO1109.Superseded values are not recommended for survey control.
 FO1109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1109.See file dsdata.txt to determine how the superseded data were derived.
 FO1109
 FO1109_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU6146788506(NAD 83)
 FO1109_MARKER: 53 = ELEVATED TANK
 FO1109
 FO1109  HISTORY     - Date     Condition        Report By
 FO1109  HISTORY     - 1969     FIRST OBSERVED   CGS
 FO1109  HISTORY     - 20050116 GOOD             GEOCAC
 FO1109
 FO1109                          STATION DESCRIPTION
 FO1109
 FO1109'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JLC)
 FO1109'THE STATION IS LOCATED ON PROPERTY OWNED BY THE CITY, ABOUT 3-1/2
 FO1109'MILES NORTH OF INTERSTATE HIGHWAY 40 AND IN THE NORTHEASTERN
 FO1109'PART OF ALBUQUERQUE AT THE PONDEROSA PUMP STATION.
 FO1109'
 FO1109'TO REACH THE STATION FROM THE INTERSECTION OF EUBANK BOULEVARD
 FO1109'AND MONTGOMERY BOULEVARD, GO EAST ON MONTGOMERY BOULEVARD FOR
 FO1109'0.65 MILE TO THE STATION ON THE RIGHT.
 FO1109'
 FO1109'THE STATION IS A CYLINDRICAL STEEL STRUCTURE, GREEN IN COLOR
 FO1109'AND HAS AN OVER-ALL HEIGHT OF 40 FEET.  THE POINT INTERSECTED
 FO1109'WAS THE CAP AT THE TOP AND CENTER.
 FO1109'
 FO1109'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION PONDEROSA
 FO1109'1969, THE DISTANCE BEING 149.59 FEET OR (45.596 METERS).
 FO1109
 FO1109                          STATION RECOVERY (2005)
 FO1109
 FO1109'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 FO1109'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1301 ***********************************************************************
 FO1301  DESIGNATION -  ALBUQUERQUE RAD KABQ MAST
 FO1301  PID         -  FO1301
 FO1301  STATE/COUNTY-  NM/BERNALILLO
 FO1301  USGS QUAD   -  ALBUQUERQUE WEST (1990)
 FO1301
 FO1301                         *CURRENT SURVEY CONTROL
 FO1301  ___________________________________________________________________
 FO1301* NAD 83(1992)-  35 06 02.04764(N)    106 40 35.59482(W)     ADJUSTED  
 FO1301* NAVD 88     -                                                        
 FO1301  ___________________________________________________________________
 FO1301  LAPLACE CORR-           3.41  (seconds)                    DEFLEC99
 FO1301  GEOID HEIGHT-         -21.39  (meters)                     GEOID03
 FO1301
 FO1301  HORZ ORDER  -  THIRD
 FO1301
 FO1301.The horizontal coordinates were established by classical geodetic methods
 FO1301.and adjusted by the National Geodetic Survey in December 1993..
 FO1301
 FO1301
 FO1301.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1301
 FO1301.The geoid height was determined by GEOID03.
 FO1301
 FO1301;                    North         East     Units Scale Factor Converg.
 FO1301;SPC NM C     -   454,813.590   461,112.125   MT  0.99991863   -0 14 43.0
 FO1301;SPC NM C     - 1,492,167.59  1,512,832.03   sFT  0.99991863   -0 14 43.0
 FO1301;UTM  13      - 3,885,481.623   347,191.632   MT  0.99988778   -0 57 51.2
 FO1301
 FO1301                          SUPERSEDED SURVEY CONTROL
 FO1301
 FO1301  NAD 83(1986)-  35 06 02.05247(N)    106 40 35.59754(W) AD(       ) 4
 FO1301  NAD 27      -  35 06 01.88809(N)    106 40 33.50370(W) AD(       ) 3
 FO1301
 FO1301.Superseded values are not recommended for survey control.
 FO1301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1301.See file dsdata.txt to determine how the superseded data were derived.
 FO1301
 FO1301_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU4719285482(NAD 83)
 FO1301_MARKER: 42 = RADIO/TV MAST
 FO1301
 FO1301  HISTORY     - Date     Condition        Report By
 FO1301  HISTORY     - 1969     FIRST OBSERVED   CGS
 FO1301  HISTORY     - 20050117 GOOD             GEOCAC
 FO1301
 FO1301                          STATION DESCRIPTION
 FO1301
 FO1301'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JLC)
 FO1301'THE STATION IS LOCATED 0.1 MILE NORTH OF THE INTERSECTION OF
 FO1301'400 MONTOYA STREET NW AND 2600 MOUNTAIN ROAD NW IN ALBUQUERQUE.
 FO1301'
 FO1301'IT IS A STEEL TRUSSWORK STRUCTURE SUPPORTED BY GUY CABLES AND
 FO1301'PAINTED IN ALTERNATE SECTIONS OF RED AND WHITE.  IT HAS AN
 FO1301'OVER-ALL HEIGHT OF 336 FEET AND IS THE TALLEST OF TWO MASTS.
 FO1301'
 FO1301'THE POINT INTERSECTED WAS THE RED LIGHT AT TOP AND CENTER OF
 FO1301'THE MAST.
 FO1301
 FO1301                          STATION RECOVERY (2005)
 FO1301
 FO1301'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 FO1301'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1375 ***********************************************************************
 FO1375  DESIGNATION -  ALBUQUERQUE RAD KDEF N MAST
 FO1375  PID         -  FO1375
 FO1375  STATE/COUNTY-  NM/BERNALILLO
 FO1375  USGS QUAD   -  LOS GRIEGOS (1990)
 FO1375
 FO1375                         *CURRENT SURVEY CONTROL
 FO1375  ___________________________________________________________________
 FO1375* NAD 83(1992)-  35 07 52.67839(N)    106 40 55.01959(W)     ADJUSTED  
 FO1375* NAVD 88     -                                                        
 FO1375  ___________________________________________________________________
 FO1375  LAPLACE CORR-           2.73  (seconds)                    DEFLEC99
 FO1375  GEOID HEIGHT-         -21.37  (meters)                     GEOID03
 FO1375
 FO1375  HORZ ORDER  -  THIRD
 FO1375
 FO1375.The horizontal coordinates were established by classical geodetic methods
 FO1375.and adjusted by the National Geodetic Survey in December 1993..
 FO1375
 FO1375
 FO1375.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1375
 FO1375.The geoid height was determined by GEOID03.
 FO1375
 FO1375;                    North         East     Units Scale Factor Converg.
 FO1375;SPC NM C     -   458,224.755   460,634.987   MT  0.99991909   -0 14 54.9
 FO1375;SPC NM C     - 1,503,359.05  1,511,266.62   sFT  0.99991909   -0 14 54.9
 FO1375;UTM  13      - 3,888,898.405   346,757.364   MT  0.99988942   -0 58 05.1
 FO1375
 FO1375                          SUPERSEDED SURVEY CONTROL
 FO1375
 FO1375  NAD 83(1986)-  35 07 52.68332(N)    106 40 55.02228(W) AD(       ) 4
 FO1375  NAD 27      -  35 07 52.52209(N)    106 40 52.92716(W) AD(       ) 3
 FO1375
 FO1375.Superseded values are not recommended for survey control.
 FO1375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1375.See file dsdata.txt to determine how the superseded data were derived.
 FO1375
 FO1375_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU4675788898(NAD 83)
 FO1375_MARKER: 42 = RADIO/TV MAST
 FO1375
 FO1375  HISTORY     - Date     Condition        Report By
 FO1375  HISTORY     - 1969     FIRST OBSERVED   CGS
 FO1375
 FO1375                          STATION DESCRIPTION
 FO1375
 FO1375'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JLC)
 FO1375'THE STATION IS LOCATED ABOUT 3-1/2 MILES NORTHWEST OF THE CENTER
 FO1375'OF ALBUQUERQUE, 1-3/4 MILES NORTH OF THE JUNCTION OF INTERSTATE
 FO1375'40 AND N. COORS ROAD AND 0.25 MILE NORTH OF HOUSE NUMBER 2823
 FO1375'CANDELARIA ROAD NW.
 FO1375'
 FO1375'TO REACH THE STATION FROM THE JUNCTION OF RIO GRANDE BOULEVARD
 FO1375'AND CANDELARIA ROAD NW IN THE NORTHWEST PART OF ALBUQUERQUE,
 FO1375'GO WEST ON CANDELARIA ROAD NW FOR 0.55 MILE TO A SIDE ROAD
 FO1375'RIGHT.  TURN RIGHT AND GO NORTH ON A DIRT ROAD FOR 0.05 MILE
 FO1375'TO A GATE.  PASS THROUGH THE GATE AND CONTINUE NORTH ON THE
 FO1375'DIRT ROAD FOR 0.2 MILE TO THE STATION.
 FO1375'
 FO1375'IT IS A STEEL TRUSSWORK STRUCTURE SUPPORTED BY GUY CABLES AND
 FO1375'PAINTED IN ALTERNATE SECTIONS OF RED AND WHITE.  IT HAS AN
 FO1375'OVER-ALL HEIGHT OF 218 FEET.
 FO1375'
 FO1375'THE POINT INTERSECTED WAS THE RED LIGHT AT THE TOP AND CENTER OF
 FO1375'THE MAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1295 ***********************************************************************
 FO1295  DESIGNATION -  ALBUQUERQUE RAD KGGM MAST
 FO1295  PID         -  FO1295
 FO1295  STATE/COUNTY-  NM/BERNALILLO
 FO1295  USGS QUAD   -  ALBUQUERQUE WEST (1990)
 FO1295
 FO1295                         *CURRENT SURVEY CONTROL
 FO1295  ___________________________________________________________________
 FO1295* NAD 83(1992)-  35 04 40.12497(N)    106 40 55.70944(W)     ADJUSTED  
 FO1295* NAVD 88     -                                                        
 FO1295  ___________________________________________________________________
 FO1295  LAPLACE CORR-           3.24  (seconds)                    DEFLEC99
 FO1295  GEOID HEIGHT-         -21.42  (meters)                     GEOID03
 FO1295
 FO1295  HORZ ORDER  -  THIRD
 FO1295
 FO1295.The horizontal coordinates were established by classical geodetic methods
 FO1295.and adjusted by the National Geodetic Survey in December 1993..
 FO1295
 FO1295
 FO1295.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1295
 FO1295.The geoid height was determined by GEOID03.
 FO1295
 FO1295;                    North         East     Units Scale Factor Converg.
 FO1295;SPC NM C     -   452,291.379   460,591.787   MT  0.99991913   -0 14 54.1
 FO1295;SPC NM C     - 1,483,892.63  1,511,124.89   sFT  0.99991913   -0 14 54.1
 FO1295;UTM  13      - 3,882,966.213   346,639.713   MT  0.99988987   -0 58 00.8
 FO1295
 FO1295                          SUPERSEDED SURVEY CONTROL
 FO1295
 FO1295  NAD 83(1986)-  35 04 40.12980(N)    106 40 55.71224(W) AD(       ) 4
 FO1295  NAD 27      -  35 04 39.96151(N)    106 40 53.62053(W) AD(       ) 3
 FO1295
 FO1295.Superseded values are not recommended for survey control.
 FO1295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1295.See file dsdata.txt to determine how the superseded data were derived.
 FO1295
 FO1295_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU4664082966(NAD 83)
 FO1295_MARKER: 42 = RADIO/TV MAST
 FO1295
 FO1295  HISTORY     - Date     Condition        Report By
 FO1295  HISTORY     - 1946     FIRST OBSERVED   CGS
 FO1295  HISTORY     - 1969     MARK NOT FOUND   LOCENG
 FO1295  HISTORY     - 20050206 MARK NOT FOUND   GEOCAC
 FO1295
 FO1295                          STATION DESCRIPTION
 FO1295
 FO1295'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAE)
 FO1295'A TALL, LATTICED STEEL MAST FOR RADIO STATION KGGM, SET IN AN
 FO1295'AREA BORDERED ON THE W BY ATRISCO DITCH (AN IRRIGATION DITCH)
 FO1295'AND ON THE N BY GONZALES ROAD.  IT IS W OF THE RIO GRANDE RIVER,
 FO1295'ABOUT 1/2 MILE S OF U.S. HIGHWAY 66.
 FO1295
 FO1295                          STATION RECOVERY (1969)
 FO1295
 FO1295'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1969
 FO1295'STATION RECOVERED BY AERO CHART BRANCH
 FO1295'
 FO1295'STATION IS REPORTED LOST.
 FO1295
 FO1295                          STATION RECOVERY (2005)
 FO1295
 FO1295'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 FO1295'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1322 ***********************************************************************
 FO1322  DESIGNATION -  ALBUQUERQUE RAD KGGM CEN MAST
 FO1322  PID         -  FO1322
 FO1322  STATE/COUNTY-  NM/BERNALILLO
 FO1322  USGS QUAD   -  ALBUQUERQUE WEST (1990)
 FO1322
 FO1322                         *CURRENT SURVEY CONTROL
 FO1322  ___________________________________________________________________
 FO1322* NAD 83(1992)-  35 01 58.81565(N)    106 39 46.35154(W)     ADJUSTED  
 FO1322* NAVD 88     -                                                        
 FO1322  ___________________________________________________________________
 FO1322  LAPLACE CORR-           5.14  (seconds)                    DEFLEC99
 FO1322  GEOID HEIGHT-         -21.39  (meters)                     GEOID03
 FO1322
 FO1322  HORZ ORDER  -  THIRD
 FO1322
 FO1322.The horizontal coordinates were established by classical geodetic methods
 FO1322.and adjusted by the National Geodetic Survey in December 1993..
 FO1322
 FO1322
 FO1322.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1322
 FO1322.The geoid height was determined by GEOID03.
 FO1322
 FO1322;                    North         East     Units Scale Factor Converg.
 FO1322;SPC NM C     -   447,313.299   462,328.153   MT  0.99991748   -0 14 13.2
 FO1322;SPC NM C     - 1,467,560.38  1,516,821.62   sFT  0.99991748   -0 14 13.2
 FO1322;UTM  13      - 3,877,966.920   348,313.497   MT  0.99988358   -0 57 17.1
 FO1322
 FO1322                          SUPERSEDED SURVEY CONTROL
 FO1322
 FO1322  NAD 83(1986)-  35 01 58.82069(N)    106 39 46.35442(W) AD(       ) 4
 FO1322  NAD 27      -  35 01 58.64892(N)    106 39 44.26337(W) AD(       ) 3
 FO1322
 FO1322.Superseded values are not recommended for survey control.
 FO1322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1322.See file dsdata.txt to determine how the superseded data were derived.
 FO1322
 FO1322_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU4831377967(NAD 83)
 FO1322_MARKER: 42 = RADIO/TV MAST
 FO1322
 FO1322  HISTORY     - Date     Condition        Report By
 FO1322  HISTORY     - 1955     FIRST OBSERVED   CGS
 FO1322  HISTORY     - 1963     GOOD             CGS
 FO1322  HISTORY     - 1969     GOOD             CGS
 FO1322
 FO1322                          STATION DESCRIPTION
 FO1322
 FO1322'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WRH)
 FO1322'THE MAST IS LOCATED ABOUT 3 MILES SOUTH FROM THE CENTER OF
 FO1322'ALBUQUERQUE AND IS THE CENTER MAST OF THREE MASTS LYING EAST
 FO1322'AND WEST.
 FO1322'
 FO1322'THE MAST IS A TALL STEEL MAST ABOUT 400 FT HIGH.  THE TOP OF
 FO1322'THE MAST WAS INTERSECTED.
 FO1322
 FO1322                          STATION RECOVERY (1963)
 FO1322
 FO1322'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (AJP)
 FO1322'THE STATION WAS RECOVERED AS DESCRIBED.
 FO1322
 FO1322                          STATION RECOVERY (1969)
 FO1322
 FO1322'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JLC)
 FO1322'THE STATION WAS RECOVERED AS DESCRIBED BY W.R.H. IN 1955.  THE
 FO1322'POINT INTERSECTED WAS THE RED LIGHT AT THE APEX OF THE MAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1234 ***********************************************************************
 FO1234  DESIGNATION -  ALBUQUERQUE RAD KHFM MAST
 FO1234  PID         -  FO1234
 FO1234  STATE/COUNTY-  NM/BERNALILLO
 FO1234  USGS QUAD   -  ALBUQUERQUE EAST (1990)
 FO1234
 FO1234                         *CURRENT SURVEY CONTROL
 FO1234  ___________________________________________________________________
 FO1234* NAD 83(1992)-  35 04 42.76096(N)    106 34 50.62804(W)     ADJUSTED  
 FO1234* NAVD 88     -                                                        
 FO1234  ___________________________________________________________________
 FO1234  LAPLACE CORR-           9.61  (seconds)                    DEFLEC99
 FO1234  GEOID HEIGHT-         -20.99  (meters)                     GEOID03
 FO1234
 FO1234  HORZ ORDER  -  THIRD
 FO1234
 FO1234.The horizontal coordinates were established by classical geodetic methods
 FO1234.and adjusted by the National Geodetic Survey in December 1993..
 FO1234
 FO1234
 FO1234.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1234
 FO1234.The geoid height was determined by GEOID03.
 FO1234
 FO1234;                    North         East     Units Scale Factor Converg.
 FO1234;SPC NM C     -   452,337.223   469,840.100   MT  0.99991121   -0 11 24.3
 FO1234;SPC NM C     - 1,484,043.04  1,541,467.06   sFT  0.99991121   -0 11 24.3
 FO1234;UTM  13      - 3,882,896.078   355,887.483   MT  0.99985596   -0 54 31.0
 FO1234
 FO1234                          SUPERSEDED SURVEY CONTROL
 FO1234
 FO1234  NAD 83(1986)-  35 04 42.76623(N)    106 34 50.63363(W) AD(       ) 4
 FO1234  NAD 27      -  35 04 42.59784(N)    106 34 48.54691(W) AD(       ) 3
 FO1234
 FO1234.Superseded values are not recommended for survey control.
 FO1234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1234.See file dsdata.txt to determine how the superseded data were derived.
 FO1234
 FO1234_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU5588782896(NAD 83)
 FO1234_MARKER: 42 = RADIO/TV MAST
 FO1234_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FO1234+SATELLITE: SATELLITE OBSERVATIONS - April 20, 2002
 FO1234
 FO1234  HISTORY     - Date     Condition        Report By
 FO1234  HISTORY     - 1969     FIRST OBSERVED   CGS
 FO1234  HISTORY     - 20020420 GOOD             USPSQD
 FO1234
 FO1234                          STATION DESCRIPTION
 FO1234
 FO1234'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JLC)
 FO1234'THE STATION IS LOCATED IN THE SOUTHEAST ANGLE OF THE INTERSECTION
 FO1234'OF 5900 DOMINGO DRIVE NE AND VALENCIA DRIVE NE IN ALBUQUERQUE.
 FO1234'
 FO1234'IT IS A STEEL TRUSSWORK STRUCTURE SUPPORTED BY GUY CABLES AND
 FO1234'PAINTED IN ALTERNATE SECTIONS OF RED AND WHITE.  IT HAS AN
 FO1234'OVER-ALL HEIGHT OF 140 FEET.
 FO1234'
 FO1234'THE POINT INTERSECTED WAS THE CENTER OF A TWIN RED LIGHT WHICH
 FO1234'IS OFF-SET FROM THE CENTER ATOP THE MAST.
 FO1234
 FO1234                          STATION RECOVERY (2002)
 FO1234
 FO1234'RECOVERY NOTE BY US POWER SQUADRON 2002 (RPJ)
 FO1234'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1211 ***********************************************************************
 FO1211  DESIGNATION -  ALBUQUERQUE RAD KKC 687 MAST
 FO1211  PID         -  FO1211
 FO1211  STATE/COUNTY-  NM/BERNALILLO
 FO1211  USGS QUAD   -  ALBUQUERQUE EAST (1990)
 FO1211
 FO1211                         *CURRENT SURVEY CONTROL
 FO1211  ___________________________________________________________________
 FO1211* NAD 83(1992)-  35 06 29.56511(N)    106 36 17.24861(W)     ADJUSTED  
 FO1211* NAVD 88     -                                                        
 FO1211  ___________________________________________________________________
 FO1211  LAPLACE CORR-           8.35  (seconds)                    DEFLEC99
 FO1211  GEOID HEIGHT-         -21.11  (meters)                     GEOID03
 FO1211
 FO1211  HORZ ORDER  -  THIRD
 FO1211
 FO1211.The horizontal coordinates were established by classical geodetic methods
 FO1211.and adjusted by the National Geodetic Survey in December 1993..
 FO1211
 FO1211
 FO1211.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1211
 FO1211.The geoid height was determined by GEOID03.
 FO1211
 FO1211;                    North         East     Units Scale Factor Converg.
 FO1211;SPC NM C     -   455,635.875   467,657.614   MT  0.99991289   -0 12 14.6
 FO1211;SPC NM C     - 1,494,865.37  1,534,306.69   sFT  0.99991289   -0 12 14.6
 FO1211;UTM  13      - 3,886,221.676   353,746.662   MT  0.99986362   -0 55 23.2
 FO1211
 FO1211                          SUPERSEDED SURVEY CONTROL
 FO1211
 FO1211  NAD 83(1986)-  35 06 29.57031(N)    106 36 17.25324(W) AD(       ) 4
 FO1211  NAD 27      -  35 06 29.40907(N)    106 36 15.16366(W) AD(       ) 3
 FO1211
 FO1211.Superseded values are not recommended for survey control.
 FO1211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1211.See file dsdata.txt to determine how the superseded data were derived.
 FO1211
 FO1211_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU5374786222(NAD 83)
 FO1211_MARKER: 42 = RADIO/TV MAST
 FO1211
 FO1211  HISTORY     - Date     Condition        Report By
 FO1211  HISTORY     - 1969     FIRST OBSERVED   CGS
 FO1211
 FO1211                          STATION DESCRIPTION
 FO1211
 FO1211'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JLC)
 FO1211'THE STATION IS LOCATED AT 2501 CARLISLE BOULEVARD IN ALBUQUERQUE
 FO1211'AND OWNED BY THE NEW MEXICO STATE POLICE.
 FO1211'
 FO1211'IT IS A STEEL POLE ANTENNA PAINTED IN ALTERNATE SECTIONS OF
 FO1211'RED AND WHITE AND HAS AN OVER-ALL HEIGHT OF 100 FEET.
 FO1211'
 FO1211'THE POINT INTERSECTED WAS THE TOP CENTER OF THE MAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1340 ***********************************************************************
 FO1340  DESIGNATION -  ALBUQUERQUE RAD KLP 967 MAST
 FO1340  PID         -  FO1340
 FO1340  STATE/COUNTY-  NM/BERNALILLO
 FO1340  USGS QUAD   -  ALBUQUERQUE WEST (1990)
 FO1340
 FO1340                         *CURRENT SURVEY CONTROL
 FO1340  ___________________________________________________________________
 FO1340* NAD 83(1992)-  35 05 09.94359(N)    106 38 56.90550(W)     ADJUSTED  
 FO1340* NAVD 88     -                                                        
 FO1340  ___________________________________________________________________
 FO1340  LAPLACE CORR-           5.56  (seconds)                    DEFLEC99
 FO1340  GEOID HEIGHT-         -21.32  (meters)                     GEOID03
 FO1340
 FO1340  HORZ ORDER  -  THIRD
 FO1340
 FO1340.The horizontal coordinates were established by classical geodetic methods
 FO1340.and adjusted by the National Geodetic Survey in December 1993..
 FO1340
 FO1340
 FO1340.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1340
 FO1340.The geoid height was determined by GEOID03.
 FO1340
 FO1340;                    North         East     Units Scale Factor Converg.
 FO1340;SPC NM C     -   453,197.676   463,604.947   MT  0.99991632   -0 13 46.0
 FO1340;SPC NM C     - 1,486,866.04  1,521,010.56   sFT  0.99991632   -0 13 46.0
 FO1340;UTM  13      - 3,883,834.619   349,663.901   MT  0.99987855   -0 56 53.2
 FO1340
 FO1340                          SUPERSEDED SURVEY CONTROL
 FO1340
 FO1340  NAD 83(1986)-  35 05 09.94871(N)    106 38 56.90893(W) AD(       ) 4
 FO1340  NAD 27      -  35 05 09.78201(N)    106 38 54.81687(W) AD(       ) 3
 FO1340
 FO1340.Superseded values are not recommended for survey control.
 FO1340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1340.See file dsdata.txt to determine how the superseded data were derived.
 FO1340
 FO1340_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU4966483835(NAD 83)
 FO1340_MARKER: 42 = RADIO/TV MAST
 FO1340
 FO1340  HISTORY     - Date     Condition        Report By
 FO1340  HISTORY     - 1946     FIRST OBSERVED   CGS
 FO1340  HISTORY     - 1969     GOOD             CGS
 FO1340  HISTORY     - 20020420 MARK NOT FOUND   USPSQD
 FO1340  HISTORY     - 20050113 MARK NOT FOUND   GEOCAC
 FO1340
 FO1340                          STATION DESCRIPTION
 FO1340
 FO1340'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JLC)
 FO1340'THE STATION IS LOCATED AT 221 2ND STREET NW, ATOP THE ALBUQUERQUE
 FO1340'MUNICIPAL COURT AND POLICE BUILDING.
 FO1340'
 FO1340'IT IS A 4-LEGGED STEEL STRUCTURE PAINTED IN ALTERNATE SECTIONS
 FO1340'OF RED AND WHITE, HAS A T-SHAPED ANTENNA ON THE TOP AND ON THE
 FO1340'SOUTH SIDE.  IT HAS AN OVER-ALL HEIGHT OF 110 FEET.
 FO1340'
 FO1340'THE POINT INTERSECTED WAS THE TOP AND CENTER OF THE MAST.
 FO1340'
 FO1340'THIS IS THE SAME STATION AS ALBUQUERQUE CITY HALL RADIO TOWER.
 FO1340
 FO1340                          STATION RECOVERY (2002)
 FO1340
 FO1340'RECOVERY NOTE BY US POWER SQUADRON 2002 (RPJ)
 FO1340'BUILDING AND RADIO MAST HAVE BEEN DISMANTLED.  NOW THE SITE OF A
 FO1340'MULTI-STORY SHOPPING CENTER.
 FO1340
 FO1340                          STATION RECOVERY (2005)
 FO1340
 FO1340'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 FO1340'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1312 ***********************************************************************
 FO1312  DESIGNATION -  ALBUQUERQUE RAD KOAT TALL MAST
 FO1312  PID         -  FO1312
 FO1312  STATE/COUNTY-  NM/BERNALILLO
 FO1312  USGS QUAD   -  ALBUQUERQUE WEST (1990)
 FO1312
 FO1312                         *CURRENT SURVEY CONTROL
 FO1312  ___________________________________________________________________
 FO1312* NAD 83(1992)-  35 06 36.95911(N)    106 40 07.75069(W)     ADJUSTED  
 FO1312* NAVD 88     -                                                        
 FO1312  ___________________________________________________________________
 FO1312  LAPLACE CORR-           3.90  (seconds)                    DEFLEC99
 FO1312  GEOID HEIGHT-         -21.36  (meters)                     GEOID03
 FO1312
 FO1312  HORZ ORDER  -  THIRD
 FO1312
 FO1312.The horizontal coordinates were established by classical geodetic methods
 FO1312.and adjusted by the National Geodetic Survey in December 1993..
 FO1312
 FO1312
 FO1312.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1312
 FO1312.The geoid height was determined by GEOID03.
 FO1312
 FO1312;                    North         East     Units Scale Factor Converg.
 FO1312;SPC NM C     -   455,886.380   461,821.785   MT  0.99991796   -0 14 27.2
 FO1312;SPC NM C     - 1,495,687.23  1,515,160.31   sFT  0.99991796   -0 14 27.2
 FO1312;UTM  13      - 3,886,545.389   347,914.676   MT  0.99988506   -0 57 36.0
 FO1312
 FO1312                          SUPERSEDED SURVEY CONTROL
 FO1312
 FO1312  NAD 83(1986)-  35 06 36.96321(N)    106 40 07.75402(W) AD(       ) 4
 FO1312  NAD 27      -  35 06 36.80325(N)    106 40 05.65392(W) AD(       ) 3
 FO1312
 FO1312.Superseded values are not recommended for survey control.
 FO1312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1312.See file dsdata.txt to determine how the superseded data were derived.
 FO1312
 FO1312_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU4791586545(NAD 83)
 FO1312_MARKER: 42 = RADIO/TV MAST
 FO1312
 FO1312  HISTORY     - Date     Condition        Report By
 FO1312  HISTORY     - 1954     FIRST OBSERVED   CGS
 FO1312
 FO1312                          STATION DESCRIPTION
 FO1312
 FO1312'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (WRH)
 FO1312'STATION IS LOCATED IN THE NORTHWEST PART OF ALBUQUERQUE AND IS
 FO1312'THE NORTHERNMOST AND TALLEST OF TWO STEEL MASTS.  IT IS ABOUT
 FO1312'400 FEET IN HEIGHT.  THE TOP OF MAST WAS INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1348 ***********************************************************************
 FO1348  DESIGNATION -  ALBUQUERQUE RAD KQEO S MAST
 FO1348  PID         -  FO1348
 FO1348  STATE/COUNTY-  NM/BERNALILLO
 FO1348  USGS QUAD   -  ALBUQUERQUE WEST (1990)
 FO1348
 FO1348                         *CURRENT SURVEY CONTROL
 FO1348  ___________________________________________________________________
 FO1348* NAD 83(1992)-  35 06 35.18491(N)    106 40 05.59092(W)     ADJUSTED  
 FO1348* NAVD 88     -                                                        
 FO1348  ___________________________________________________________________
 FO1348  LAPLACE CORR-           3.95  (seconds)                    DEFLEC99
 FO1348  GEOID HEIGHT-         -21.36  (meters)                     GEOID03
 FO1348
 FO1348  HORZ ORDER  -  THIRD
 FO1348
 FO1348.The horizontal coordinates were established by classical geodetic methods
 FO1348.and adjusted by the National Geodetic Survey in December 1993..
 FO1348
 FO1348
 FO1348.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1348
 FO1348.The geoid height was determined by GEOID03.
 FO1348
 FO1348;                    North         East     Units Scale Factor Converg.
 FO1348;SPC NM C     -   455,831.479   461,876.244   MT  0.99991791   -0 14 25.9
 FO1348;SPC NM C     - 1,495,507.11  1,515,338.98   sFT  0.99991791   -0 14 25.9
 FO1348;UTM  13      - 3,886,489.811   347,968.440   MT  0.99988486   -0 57 34.7
 FO1348
 FO1348                          SUPERSEDED SURVEY CONTROL
 FO1348
 FO1348  NAD 83(1986)-  35 06 35.18924(N)    106 40 05.59419(W) AD(       ) 4
 FO1348  NAD 27      -  35 06 35.02634(N)    106 40 03.49977(W) AD(       ) 3
 FO1348
 FO1348.Superseded values are not recommended for survey control.
 FO1348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1348.See file dsdata.txt to determine how the superseded data were derived.
 FO1348
 FO1348_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU4796886490(NAD 83)
 FO1348_MARKER: 42 = RADIO/TV MAST
 FO1348
 FO1348  HISTORY     - Date     Condition        Report By
 FO1348  HISTORY     - 1969     FIRST OBSERVED   CGS
 FO1348
 FO1348                          STATION DESCRIPTION
 FO1348
 FO1348'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JLC)
 FO1348'THE STATION IS LOCATED AT 2000 INDIAN SCHOOL ROAD NW IN ALBUQUERQUE.
 FO1348'
 FO1348'IT IS A STEEL TRUSSWORK STRUCTURE SUPPORTED BY GUY CABLES AND
 FO1348'PAINTED IN ALTERNATE SECTIONS OF RED AND WHITE.  IT HAS AN
 FO1348'OVER-ALL HEIGHT OF 250 FEET AND IS THE ONLY MAST OUT OF THE
 FO1348'GROUP THAT HAS A LIGHTNING ROD.
 FO1348'
 FO1348'THE POINT INTERSECTED WAS THE RED LIGHT AT THE TOP AND CENTER
 FO1348'OF THE MAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1220 ***********************************************************************
 FO1220  DESIGNATION -  ALBUQUERQUE RAD KRZY MAST
 FO1220  PID         -  FO1220
 FO1220  STATE/COUNTY-  NM/BERNALILLO
 FO1220  USGS QUAD   -  ALBUQUERQUE EAST (1990)
 FO1220
 FO1220                         *CURRENT SURVEY CONTROL
 FO1220  ___________________________________________________________________
 FO1220* NAD 83(1992)-  35 06 21.25340(N)    106 35 25.09341(W)     ADJUSTED  
 FO1220* NAVD 88     -                                                        
 FO1220  ___________________________________________________________________
 FO1220  LAPLACE CORR-           9.25  (seconds)                    DEFLEC99
 FO1220  GEOID HEIGHT-         -21.03  (meters)                     GEOID03
 FO1220
 FO1220  HORZ ORDER  -  THIRD
 FO1220
 FO1220.The horizontal coordinates were established by classical geodetic methods
 FO1220.and adjusted by the National Geodetic Survey in December 1993..
 FO1220
 FO1220
 FO1220.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1220
 FO1220.The geoid height was determined by GEOID03.
 FO1220
 FO1220;                    North         East     Units Scale Factor Converg.
 FO1220;SPC NM C     -   455,375.146   468,977.415   MT  0.99991186   -0 11 44.5
 FO1220;SPC NM C     - 1,494,009.96  1,538,636.74   sFT  0.99991186   -0 11 44.5
 FO1220;UTM  13      - 3,885,944.420   355,063.020   MT  0.99985890   -0 54 53.0
 FO1220
 FO1220                          SUPERSEDED SURVEY CONTROL
 FO1220
 FO1220  NAD 83(1986)-  35 06 21.25864(N)    106 35 25.09846(W) AD(       ) 4
 FO1220  NAD 27      -  35 06 21.09348(N)    106 35 23.01086(W) AD(       ) 3
 FO1220
 FO1220.Superseded values are not recommended for survey control.
 FO1220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1220.See file dsdata.txt to determine how the superseded data were derived.
 FO1220
 FO1220_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU5506385944(NAD 83)
 FO1220_MARKER: 42 = RADIO/TV MAST
 FO1220
 FO1220  HISTORY     - Date     Condition        Report By
 FO1220  HISTORY     - 1969     FIRST OBSERVED   CGS
 FO1220
 FO1220                          STATION DESCRIPTION
 FO1220
 FO1220'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JLC)
 FO1220'THE STATION IS LOCATED AT 2401 QUINCY STREET NE IN ALBUQUERQUE.
 FO1220'
 FO1220'IT IS A STEEL TRUSSWORK STRUCTURE SUPPORTED BY GUY CABLES AND
 FO1220'PAINTED IN ALTERNATE SECTIONS OF RED AND WHITE.  IT HAS AN
 FO1220'OVER-ALL HEIGHT OF 180 FEET.
 FO1220'
 FO1220'THE POINT INTERSECTED WAS THE RED LIGHT AT THE TOP AND CENTER
 FO1220'OF THE MAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1264 ***********************************************************************
 FO1264  DESIGNATION -  ALBUQUERQUE RAD KVOD N MAST
 FO1264  PID         -  FO1264
 FO1264  STATE/COUNTY-  NM/BERNALILLO
 FO1264  USGS QUAD   -  ALBUQUERQUE WEST (1990)
 FO1264
 FO1264                         *CURRENT SURVEY CONTROL
 FO1264  ___________________________________________________________________
 FO1264* NAD 83(1992)-  35 00 32.72092(N)    106 42 53.76504(W)     ADJUSTED  
 FO1264* NAVD 88     -                                                        
 FO1264  ___________________________________________________________________
 FO1264  LAPLACE CORR-           2.11  (seconds)                    DEFLEC99
 FO1264  GEOID HEIGHT-         -21.53  (meters)                     GEOID03
 FO1264
 FO1264  HORZ ORDER  -  THIRD
 FO1264
 FO1264.The horizontal coordinates were established by classical geodetic methods
 FO1264.and adjusted by the National Geodetic Survey in December 1993..
 FO1264
 FO1264
 FO1264.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1264
 FO1264.The geoid height was determined by GEOID03.
 FO1264
 FO1264;                    North         East     Units Scale Factor Converg.
 FO1264;SPC NM C     -   444,681.247   457,565.736   MT  0.99992219   -0 16 00.3
 FO1264;SPC NM C     - 1,458,925.06  1,501,196.92   sFT  0.99992219   -0 16 00.3
 FO1264;UTM  13      - 3,875,394.784   343,518.622   MT  0.99990179   -0 59 02.6
 FO1264
 FO1264                          SUPERSEDED SURVEY CONTROL
 FO1264
 FO1264  NAD 83(1986)-  35 00 32.72563(N)    106 42 53.76703(W) AD(       ) 4
 FO1264  NAD 27      -  35 00 32.55072(N)    106 42 51.67297(W) AD(       ) 3
 FO1264
 FO1264.Superseded values are not recommended for survey control.
 FO1264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1264.See file dsdata.txt to determine how the superseded data were derived.
 FO1264
 FO1264_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU4351975395(NAD 83)
 FO1264_MARKER: 42 = RADIO/TV MAST
 FO1264
 FO1264  HISTORY     - Date     Condition        Report By
 FO1264  HISTORY     - 1969     FIRST OBSERVED   CGS
 FO1264  HISTORY     - 20050117 GOOD             GEOCAC
 FO1264
 FO1264                          STATION DESCRIPTION
 FO1264
 FO1264'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JLC)
 FO1264'THE STATION IS LOCATED AT 4500 COORS ROAD SW IN THE SOUTH
 FO1264'PART OF ALBUQUERQUE AND 1-1/4 MILES SOUTH OF RIO BRAVO BOULEVARD
 FO1264'(STATE HIGHWAY 500) AND S COORS ROAD (STATE HIGHWAY 45).
 FO1264'
 FO1264'IT IS A STEEL TRUSSWORK STRUCTURE SUPPORTED BY GUY CABLES AND
 FO1264'PAINTED IN ALTERNATE SECTIONS OF RED AND WHITE.  IT HAS AN
 FO1264'OVER-ALL HEIGHT OF 300 FEET AND IS THE NORTH ONE OF TWO MASTS.
 FO1264'
 FO1264'THE POINT INTERSECTED WAS THE RED LIGHT AT TOP AND CENTER OF
 FO1264'THE MAST.
 FO1264
 FO1264                          STATION RECOVERY (2005)
 FO1264
 FO1264'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 FO1264'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1297 ***********************************************************************
 FO1297  DESIGNATION -  ALBUQUERQUE RAD KZIA MAST
 FO1297  PID         -  FO1297
 FO1297  STATE/COUNTY-  NM/BERNALILLO
 FO1297  USGS QUAD   -  ALBUQUERQUE WEST (1990)
 FO1297
 FO1297                         *CURRENT SURVEY CONTROL
 FO1297  ___________________________________________________________________
 FO1297* NAD 83(1992)-  35 05 35.45486(N)    106 40 52.21920(W)     ADJUSTED  
 FO1297* NAVD 88     -                                                        
 FO1297  ___________________________________________________________________
 FO1297  LAPLACE CORR-           3.15  (seconds)                    DEFLEC99
 FO1297  GEOID HEIGHT-         -21.40  (meters)                     GEOID03
 FO1297
 FO1297  HORZ ORDER  -  THIRD
 FO1297
 FO1297.The horizontal coordinates were established by classical geodetic methods
 FO1297.and adjusted by the National Geodetic Survey in December 1993..
 FO1297
 FO1297
 FO1297.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1297
 FO1297.The geoid height was determined by GEOID03.
 FO1297
 FO1297;                    North         East     Units Scale Factor Converg.
 FO1297;SPC NM C     -   453,995.958   460,687.575   MT  0.99991904   -0 14 52.4
 FO1297;SPC NM C     - 1,489,485.07  1,511,439.15   sFT  0.99991904   -0 14 52.4
 FO1297;UTM  13      - 3,884,669.406   346,756.871   MT  0.99988942   -0 58 00.1
 FO1297
 FO1297                          SUPERSEDED SURVEY CONTROL
 FO1297
 FO1297  NAD 83(1986)-  35 05 35.45986(N)    106 40 52.22172(W) AD(       ) 4
 FO1297  NAD 27      -  35 05 35.29437(N)    106 40 50.12697(W) AD(       ) 3
 FO1297
 FO1297.Superseded values are not recommended for survey control.
 FO1297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1297.See file dsdata.txt to determine how the superseded data were derived.
 FO1297
 FO1297_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU4675784669(NAD 83)
 FO1297_MARKER: 42 = RADIO/TV MAST
 FO1297
 FO1297  HISTORY     - Date     Condition        Report By
 FO1297  HISTORY     - 1969     FIRST OBSERVED   CGS
 FO1297  HISTORY     - 20050206 MARK NOT FOUND   GEOCAC
 FO1297
 FO1297                          STATION DESCRIPTION
 FO1297
 FO1297'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JLC)
 FO1297'THE STATION IS LOCATED AT 2710 CENTRAL AVENUE NW, ABOUT 1-1/2
 FO1297'MILES WEST OF THE CENTER OF ALBUQUERQUE AND 1/2 MILE SOUTH OF
 FO1297'INTERSTATE HIGHWAY 40.
 FO1297'
 FO1297'IT IS A STEEL TRUSSWORK STRUCTURE SUPPORTED BY GUY CABLES AND
 FO1297'PAINTED IN ALTERNATE SECTIONS OF RED AND WHITE.  IT HAS AN
 FO1297'OVER-ALL HEIGHT OF 305 FEET.
 FO1297'
 FO1297'THE POINT INTERSECTED WAS THE RED LIGHT AT TOP AND CENTER
 FO1297'OF THE MAST.
 FO1297
 FO1297                          STATION RECOVERY (2005)
 FO1297
 FO1297'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 FO1297'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1319 ***********************************************************************
 FO1319  DESIGNATION -  ALBUQUERQUE RAD STA MAST
 FO1319  PID         -  FO1319
 FO1319  STATE/COUNTY-  NM/BERNALILLO
 FO1319  USGS QUAD   -  ALBUQUERQUE WEST (1990)
 FO1319
 FO1319                         *CURRENT SURVEY CONTROL
 FO1319  ___________________________________________________________________
 FO1319* NAD 83(1992)-  35 03 04.55124(N)    106 38 36.55074(W)     ADJUSTED  
 FO1319* NAVD 88     -                                                        
 FO1319  ___________________________________________________________________
 FO1319  LAPLACE CORR-           6.33  (seconds)                    DEFLEC99
 FO1319  GEOID HEIGHT-         -21.32  (meters)                     GEOID03
 FO1319
 FO1319  HORZ ORDER  -  THIRD
 FO1319
 FO1319.The horizontal coordinates were established by classical geodetic methods
 FO1319.and adjusted by the National Geodetic Survey in December 1993..
 FO1319
 FO1319
 FO1319.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1319
 FO1319.The geoid height was determined by GEOID03.
 FO1319
 FO1319;                    North         East     Units Scale Factor Converg.
 FO1319;SPC NM C     -   449,331.743   464,105.265   MT  0.99991587   -0 13 33.5
 FO1319;SPC NM C     - 1,474,182.56  1,522,652.02   sFT  0.99991587   -0 13 33.5
 FO1319;UTM  13      - 3,879,962.866   350,115.692   MT  0.99987688   -0 56 38.6
 FO1319
 FO1319                          SUPERSEDED SURVEY CONTROL
 FO1319
 FO1319  NAD 83(1986)-  35 03 04.55644(N)    106 38 36.55415(W) AD(       ) 4
 FO1319  NAD 27      -  35 03 04.38605(N)    106 38 34.46356(W) AD(       ) 3
 FO1319
 FO1319.Superseded values are not recommended for survey control.
 FO1319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1319.See file dsdata.txt to determine how the superseded data were derived.
 FO1319
 FO1319_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU5011679963(NAD 83)
 FO1319_MARKER: 42 = RADIO/TV MAST
 FO1319
 FO1319  HISTORY     - Date     Condition        Report By
 FO1319  HISTORY     - 1969     FIRST OBSERVED   CGS
 FO1319
 FO1319                          STATION DESCRIPTION
 FO1319
 FO1319'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JLC)
 FO1319'THE STATION IS LOCATED ABOUT 3 MILES SOUTHEAST OF THE CENTER
 FO1319'OF ALBUQUERQUE, 1/4 MILE EAST OF INTERSTATE HIGHWAY 25 AND
 FO1319'THE PROPERTY OWNER IS UNKNOWN.
 FO1319'
 FO1319'TO REACH THE STATION FROM THE JUNCTION OF MILES ROAD AND U.S.
 FO1319'HIGHWAY 85 IN ALBUQUERQUE, GO SOUTH ON U.S. HIGHWAY 85 FOR
 FO1319'0.45 MILE TO A SIDE ROAD LEFT.  TURN LEFT, GO EAST AND SOUTH
 FO1319'ON ARNO STREET SE FOR 0.3 MILE TO THE STATION ON THE LEFT.
 FO1319'
 FO1319'IT IS A STEEL TRUSSWORK STRUCTURE SUPPORTED BY GUY CABLES AND
 FO1319'PAINTED IN ALTERNATE SECTIONS OF RED AND WHITE.  IT HAS AN
 FO1319'OVER-ALL HEIGHT OF ABOUT 210 FEET.
 FO1319'
 FO1319'THE POINT INTERSECTED WAS THE CENTER OF THE RED LIGHT ATOP
 FO1319'THE MAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1227 ***********************************************************************
 FO1227  DESIGNATION -  ALBUQUERQUE RIDGECREST TANK
 FO1227  PID         -  FO1227
 FO1227  STATE/COUNTY-  NM/BERNALILLO
 FO1227  USGS QUAD   -  ALBUQUERQUE EAST (1990)
 FO1227
 FO1227                         *CURRENT SURVEY CONTROL
 FO1227  ___________________________________________________________________
 FO1227* NAD 83(1992)-  35 04 04.44780(N)    106 32 20.21607(W)     ADJUSTED  
 FO1227* NAVD 88     -      1661.     (meters)    5449.     (feet)  SCALED    
 FO1227  ___________________________________________________________________
 FO1227  LAPLACE CORR-          11.74  (seconds)                    DEFLEC99
 FO1227  GEOID HEIGHT-         -20.69  (meters)                     GEOID03
 FO1227
 FO1227  HORZ ORDER  -  THIRD
 FO1227
 FO1227.The horizontal coordinates were established by classical geodetic methods
 FO1227.and adjusted by the National Geodetic Survey in December 1993..
 FO1227
 FO1227.The orthometric height was scaled from a topographic map.
 FO1227
 FO1227.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1227
 FO1227.The geoid height was determined by GEOID03.
 FO1227
 FO1227;                    North         East     Units Scale Factor Converg.
 FO1227;SPC NM C     -   451,144.790   473,646.789   MT  0.99990856   -0 09 57.7
 FO1227;SPC NM C     - 1,480,130.87  1,553,956.17   sFT  0.99990856   -0 09 57.7
 FO1227;UTM  13      - 3,881,656.084   359,678.691   MT  0.99984267   -0 53 03.6
 FO1227
 FO1227!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1227!SPC NM C     -   0.99974262  x   0.99990856  =   0.99965120
 FO1227!UTM  13      -   0.99974262  x   0.99984267  =   0.99958533
 FO1227
 FO1227                          SUPERSEDED SURVEY CONTROL
 FO1227
 FO1227  NAD 83(1986)-  35 04 04.45354(N)    106 32 20.21699(W) AD(       ) 4
 FO1227  NAD 27      -  35 04 04.28337(N)    106 32 18.13363(W) AD(       ) 3
 FO1227
 FO1227.Superseded values are not recommended for survey control.
 FO1227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1227.See file dsdata.txt to determine how the superseded data were derived.
 FO1227
 FO1227_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU5967981656(NAD 83)
 FO1227_MARKER: 53 = ELEVATED TANK
 FO1227_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FO1227+SATELLITE: SATELLITE OBSERVATIONS - August 05, 2003
 FO1227
 FO1227  HISTORY     - Date     Condition        Report By
 FO1227  HISTORY     - 1969     FIRST OBSERVED   CGS
 FO1227  HISTORY     - 20030805 GOOD             USPSQD
 FO1227  HISTORY     - 20050116 GOOD             GEOCAC
 FO1227
 FO1227                          STATION DESCRIPTION
 FO1227
 FO1227'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JLC)
 FO1227'THE STATION IS LOCATED ABOUT 6-1/2 MILES EAST-SOUTHEAST OF THE
 FO1227'CENTER OF ALBUQUERQUE, 3 MILES WEST OF THE JUNCTION OF CENTRAL
 FO1227'AVENUE (U.S. HIGHWAY 66) AND INTERSTATE HIGHWAY 40, 1/2 MILE
 FO1227'EAST OF WYOMING BOULEVARD, 0.2 MILE SOUTH OF CENTRAL AVENUE
 FO1227'AND OWNED BY THE CITY OF ALBUQUERQUE.
 FO1227'
 FO1227'TO REACH THE STATION FROM THE JUNCTION OF CENTRAL AVENUE AND
 FO1227'ELIZABETH STREET SE IN THE EAST PART OF ALBUQUERQUE, GO SOUTH
 FO1227'ON ELIZABETH STREET SE (GRAVELED) FOR 0.15 MILE TO A CROSSROAD.
 FO1227'TURN RIGHT AND GO WEST ON SOUTHERN AVENUE (GRAVELED) FOR 0.8
 FO1227'MILE TO THE TANK ON THE RIGHT.
 FO1227'
 FO1227'THE STATION IS A CYLINDRICAL STEEL STRUCTURE, GREEN IN COLOR AND
 FO1227'HAS AN OVER-ALL HEIGHT OF 40 FEET.  THE POINT INTERSECTED WAS
 FO1227'THE CAP AT THE TOP AND CENTER.
 FO1227'
 FO1227'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION SUSAN
 FO1227'1969, THE DISTANCE BEING 136.80 FEET OR (41.680 METERS).
 FO1227
 FO1227                          STATION RECOVERY (2003)
 FO1227
 FO1227'RECOVERY NOTE BY US POWER SQUADRON 2003 (AFA)
 FO1227'RECOVERED IN GOOD CONDITION.
 FO1227
 FO1227                          STATION RECOVERY (2005)
 FO1227
 FO1227'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 FO1227'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1313 ***********************************************************************
 FO1313  DESIGNATION -  ALBUQUERQUE S SIDE WATER TANK
 FO1313  PID         -  FO1313
 FO1313  STATE/COUNTY-  NM/BERNALILLO
 FO1313  USGS QUAD   -  ALBUQUERQUE WEST (1990)
 FO1313
 FO1313                         *CURRENT SURVEY CONTROL
 FO1313  ___________________________________________________________________
 FO1313* NAD 83(1992)-  35 01 06.45288(N)    106 39 48.20387(W)     ADJUSTED  
 FO1313* NAVD 88     -      1503.     (meters)    4931.     (feet)  SCALED    
 FO1313  ___________________________________________________________________
 FO1313  LAPLACE CORR-           5.27  (seconds)                    DEFLEC99
 FO1313  GEOID HEIGHT-         -21.40  (meters)                     GEOID03
 FO1313
 FO1313  HORZ ORDER  -  THIRD
 FO1313
 FO1313.The horizontal coordinates were established by classical geodetic methods
 FO1313.and adjusted by the National Geodetic Survey in December 1993..
 FO1313
 FO1313.The orthometric height was scaled from a topographic map.
 FO1313
 FO1313.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1313
 FO1313.The geoid height was determined by GEOID03.
 FO1313
 FO1313;                    North         East     Units Scale Factor Converg.
 FO1313;SPC NM C     -   445,699.979   462,274.524   MT  0.99991753   -0 14 14.0
 FO1313;SPC NM C     - 1,462,267.35  1,516,645.67   sFT  0.99991753   -0 14 14.0
 FO1313;UTM  13      - 3,876,354.452   348,239.668   MT  0.99988385   -0 57 16.9
 FO1313
 FO1313!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1313!SPC NM C     -   0.99976752  x   0.99991753  =   0.99968507
 FO1313!UTM  13      -   0.99976752  x   0.99988385  =   0.99965140
 FO1313
 FO1313                          SUPERSEDED SURVEY CONTROL
 FO1313
 FO1313  NAD 83(1986)-  35 01 06.45825(N)    106 39 48.20486(W) AD(       ) 4
 FO1313  NAD 27      -  35 01 06.28404(N)    106 39 46.11426(W) AD(       ) 3
 FO1313
 FO1313.Superseded values are not recommended for survey control.
 FO1313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1313.See file dsdata.txt to determine how the superseded data were derived.
 FO1313
 FO1313_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU4824076354(NAD 83)
 FO1313_MARKER: 53 = ELEVATED TANK
 FO1313
 FO1313  HISTORY     - Date     Condition        Report By
 FO1313  HISTORY     - 1969     FIRST OBSERVED   CGS
 FO1313
 FO1313                          STATION DESCRIPTION
 FO1313
 FO1313'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JLC)
 FO1313'THE STATION IS LOCATED ON PROPERTY OWNED BY THE CITY OF
 FO1313'ALBUQUERQUE, ABOUT 5 MILES SOUTH OF THE CENTER OF ALBUQUERQUE
 FO1313'AND ON THE GROUNDS OF THE SOUTH SIDE TREATMENT PLANT.
 FO1313'
 FO1313'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 47
 FO1313'AND RIO BRAVO BOULEVARD WHICH IS LOCATED IN THE SOUTHERN PART
 FO1313'OF ALBUQUERQUE, GO SOUTH ON HIGHWAY 47 FOR 0.6 MILE TO A SIDE
 FO1313'ROAD ON THE RIGHT.  TURN RIGHT AND GO WEST ON NORTH STREET
 FO1313'FOR 0.1 MILE TO A GATE.  PASS THROUGH THE GATE AND GO WEST
 FO1313'FOR 0.1 MILE TO THE STATION ON THE RIGHT, JUST BEFORE REACHING
 FO1313'THE BUILDINGS.
 FO1313'
 FO1313'THE STATION IS A WATER TANK WHICH IS SUPPORTED BY THREE COLMUN
 FO1313'LEGS AND HAS AN OVER-ALL HEIGHT OF ABOUT 60 FEET AND IS TAN
 FO1313'IN COLOR.
 FO1313'
 FO1313'A TRAVERSE CONNECTION WAS MADE FROM STATION TREAT TO THE CENTER
 FO1313'OF THE RISER.  THE TRAVERSE DISTANCE IS 71.53 FT., 21.801 M.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1311 ***********************************************************************
 FO1311  DESIGNATION -  ALBUQUERQUE SAN FELIPE SCHOOL
 FO1311  PID         -  FO1311
 FO1311  STATE/COUNTY-  NM/BERNALILLO
 FO1311  USGS QUAD   -  ALBUQUERQUE WEST (1990)
 FO1311
 FO1311                         *CURRENT SURVEY CONTROL
 FO1311  ___________________________________________________________________
 FO1311* NAD 83(1992)-  35 05 39.23663(N)    106 40 08.38997(W)     ADJUSTED  
 FO1311* NAVD 88     -                                                        
 FO1311  ___________________________________________________________________
 FO1311  LAPLACE CORR-           4.04  (seconds)                    DEFLEC99
 FO1311  GEOID HEIGHT-         -21.37  (meters)                     GEOID03
 FO1311
 FO1311  HORZ ORDER  -  THIRD
 FO1311
 FO1311.The horizontal coordinates were established by classical geodetic methods
 FO1311.and adjusted by the National Geodetic Survey in December 1993..
 FO1311
 FO1311
 FO1311.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1311
 FO1311.The geoid height was determined by GEOID03.
 FO1311
 FO1311;                    North         East     Units Scale Factor Converg.
 FO1311;SPC NM C     -   454,107.756   461,798.117   MT  0.99991798   -0 14 27.2
 FO1311;SPC NM C     - 1,489,851.86  1,515,082.66   sFT  0.99991798   -0 14 27.2
 FO1311;UTM  13      - 3,884,767.261   347,868.693   MT  0.99988524   -0 57 35.0
 FO1311
 FO1311                          SUPERSEDED SURVEY CONTROL
 FO1311
 FO1311  NAD 83(1986)-  35 05 39.24133(N)    106 40 08.39278(W) AD(       ) 4
 FO1311  NAD 27      -  35 05 39.07512(N)    106 40 06.30150(W) AD(       ) 3
 FO1311
 FO1311.Superseded values are not recommended for survey control.
 FO1311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1311.See file dsdata.txt to determine how the superseded data were derived.
 FO1311
 FO1311_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU4786984767(NAD 83)
 FO1311_MARKER: 89 = SPIRE
 FO1311
 FO1311  HISTORY     - Date     Condition        Report By
 FO1311  HISTORY     - 1946     FIRST OBSERVED   CGS
 FO1311  HISTORY     - 20020419 MARK NOT FOUND   USPSQD
 FO1311  HISTORY     - 20030718 MARK NOT FOUND   USPSQD
 FO1311
 FO1311                          STATION DESCRIPTION
 FO1311
 FO1311'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAE)
 FO1311'SCHOOL IS LOCATED ON THE CORNER OF WEST NEW YORK AVENUE AND
 FO1311'SAN PASQUALE STREET, NE OF WEST CENTRAL AVENUE OR U.S. HIGHWAY
 FO1311'66.  THE SPIRE IS ON THE FRONT OF THE BUILDING, FACING WEST NEW
 FO1311'YORK AVENUE, 45.4 METERS N OF THE CENTER LINE OF WEST NEW YORK
 FO1311'AVENUE, AND 27 METERS W OF THE CENTER LINE OF SAN PASQUALE
 FO1311'STREET.  IT IS 51 METERS NE OF THE CENTER OF WEST CENTRAL AVENUE.
 FO1311'
 FO1311'A CUPOLA-LIKE BASE ON TOP OF THE ROOF OF THE MAIN STRUCTURE
 FO1311'SUPPORTS THE STEEPLE.  THE BUILDING IS OF BROWN STONE AND BRICK
 FO1311'CONSTRUCTION RESEMBLING A CHURCH.
 FO1311
 FO1311                          STATION RECOVERY (2002)
 FO1311
 FO1311'RECOVERY NOTE BY US POWER SQUADRON 2002 (RPJ)
 FO1311'BUILDING HAS BEEN DISMANTLED. SITE IS NOW A PLAYGROUND.
 FO1311
 FO1311                          STATION RECOVERY (2003)
 FO1311
 FO1311'RECOVERY NOTE BY US POWER SQUADRON 2003 (RPJ)
 FO1311'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1309 ***********************************************************************
 FO1309  DESIGNATION -  ALBUQUERQUE SAN IGNACIO CH
 FO1309  PID         -  FO1309
 FO1309  STATE/COUNTY-  NM/BERNALILLO
 FO1309  USGS QUAD   -  ALBUQUERQUE WEST (1990)
 FO1309
 FO1309                         *CURRENT SURVEY CONTROL
 FO1309  ___________________________________________________________________
 FO1309* NAD 83(1992)-  35 05 43.20674(N)    106 38 17.72987(W)     ADJUSTED  
 FO1309* NAVD 88     -                                                        
 FO1309  ___________________________________________________________________
 FO1309  LAPLACE CORR-           6.24  (seconds)                    DEFLEC99
 FO1309  GEOID HEIGHT-         -21.27  (meters)                     GEOID03
 FO1309
 FO1309  HORZ ORDER  -  THIRD
 FO1309
 FO1309.The horizontal coordinates were established by classical geodetic methods
 FO1309.and adjusted by the National Geodetic Survey in December 1993..
 FO1309
 FO1309
 FO1309.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1309
 FO1309.The geoid height was determined by GEOID03.
 FO1309
 FO1309;                    North         East     Units Scale Factor Converg.
 FO1309;SPC NM C     -   454,218.742   464,601.216   MT  0.99991544   -0 13 23.6
 FO1309;SPC NM C     - 1,490,215.99  1,524,279.16   sFT  0.99991544   -0 13 23.6
 FO1309;UTM  13      - 3,884,843.068   350,672.861   MT  0.99987482   -0 56 31.5
 FO1309
 FO1309                          SUPERSEDED SURVEY CONTROL
 FO1309
 FO1309  NAD 83(1986)-  35 05 43.21176(N)    106 38 17.73395(W) AD(       ) 4
 FO1309  NAD 27      -  35 05 43.04481(N)    106 38 15.64288(W) AD(       ) 3
 FO1309
 FO1309.Superseded values are not recommended for survey control.
 FO1309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1309.See file dsdata.txt to determine how the superseded data were derived.
 FO1309
 FO1309_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU5067384843(NAD 83)
 FO1309_MARKER: 90 = CHURCH SPIRE
 FO1309
 FO1309  HISTORY     - Date     Condition        Report By
 FO1309  HISTORY     - 1969     FIRST OBSERVED   CGS
 FO1309
 FO1309                          STATION DESCRIPTION
 FO1309
 FO1309'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JLC)
 FO1309'THE STATION IS LOCATED AT 1300 WALTER NE IN ALBUQUERQUE.
 FO1309'
 FO1309'IT IS A 4-SIDED SILVER SPIRE WITH CROSS ATOP AND HAS AN OVER-ALL
 FO1309'HEIGHT OF 65 FEET.
 FO1309'
 FO1309'THE POINT INTERSECTED WAS THE TOP CENTER OF THE SPIRE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1207 ***********************************************************************
 FO1207  DESIGNATION -  ALBUQUERQUE SANDIA AFB TWR
 FO1207  PID         -  FO1207
 FO1207  STATE/COUNTY-  NM/BERNALILLO
 FO1207  USGS QUAD   -  ALBUQUERQUE EAST (1990)
 FO1207
 FO1207                         *CURRENT SURVEY CONTROL
 FO1207  ___________________________________________________________________
 FO1207* NAD 83(1992)-  35 03 02.12234(N)    106 33 12.93683(W)     ADJUSTED  
 FO1207* NAVD 88     -                                                        
 FO1207  ___________________________________________________________________
 FO1207  LAPLACE CORR-          10.83  (seconds)                    DEFLEC99
 FO1207  GEOID HEIGHT-         -20.82  (meters)                     GEOID03
 FO1207
 FO1207  HORZ ORDER  -  THIRD
 FO1207
 FO1207.This mark is at Albuquerque Int'l Airport (ABQ)
 FO1207
 FO1207.The horizontal coordinates were established by classical geodetic methods
 FO1207.and adjusted by the National Geodetic Survey in December 1993..
 FO1207
 FO1207
 FO1207.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1207
 FO1207.The geoid height was determined by GEOID03.
 FO1207
 FO1207;                    North         East     Units Scale Factor Converg.
 FO1207;SPC NM C     -   449,228.249   472,305.293   MT  0.99990945   -0 10 27.7
 FO1207;SPC NM C     - 1,473,843.01  1,549,554.95   sFT  0.99990945   -0 10 27.7
 FO1207;UTM  13      - 3,879,756.630   358,313.365   MT  0.99984742   -0 53 32.6
 FO1207
 FO1207                          SUPERSEDED SURVEY CONTROL
 FO1207
 FO1207  NAD 83(1986)-  35 03 02.12740(N)    106 33 12.94270(W) AD(       ) 4
 FO1207  NAD 27      -  35 03 01.95627(N)    106 33 10.86212(W) AD(       ) 3
 FO1207
 FO1207.Superseded values are not recommended for survey control.
 FO1207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1207.See file dsdata.txt to determine how the superseded data were derived.
 FO1207
 FO1207_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU5831379757(NAD 83)
 FO1207_MARKER: 58 = CONTROL TOWER
 FO1207
 FO1207  HISTORY     - Date     Condition        Report By
 FO1207  HISTORY     - 1946     FIRST OBSERVED   CGS
 FO1207
 FO1207                          STATION DESCRIPTION
 FO1207
 FO1207'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1219 ***********************************************************************
 FO1219  DESIGNATION -  ALBUQUERQUE SANDIA AFB NW TANK
 FO1219  PID         -  FO1219
 FO1219  STATE/COUNTY-  NM/BERNALILLO
 FO1219  USGS QUAD   -  ALBUQUERQUE EAST (1990)
 FO1219
 FO1219                         *CURRENT SURVEY CONTROL
 FO1219  ___________________________________________________________________
 FO1219* NAD 83(1992)-  35 03 30.18244(N)    106 32 45.31573(W)     ADJUSTED  
 FO1219* NAVD 88     -                                                        
 FO1219  ___________________________________________________________________
 FO1219  LAPLACE CORR-          11.32  (seconds)                    DEFLEC99
 FO1219  GEOID HEIGHT-         -20.75  (meters)                     GEOID03
 FO1219
 FO1219  HORZ ORDER  -  THIRD
 FO1219
 FO1219.The horizontal coordinates were established by classical geodetic methods
 FO1219.and adjusted by the National Geodetic Survey in December 1993..
 FO1219
 FO1219
 FO1219.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1219
 FO1219.The geoid height was determined by GEOID03.
 FO1219
 FO1219;                    North         East     Units Scale Factor Converg.
 FO1219;SPC NM C     -   450,090.795   473,007.771   MT  0.99990898   -0 10 11.9
 FO1219;SPC NM C     - 1,476,672.88  1,551,859.66   sFT  0.99990898   -0 10 11.9
 FO1219;UTM  13      - 3,880,610.250   359,026.553   MT  0.99984493   -0 53 17.3
 FO1219
 FO1219                          SUPERSEDED SURVEY CONTROL
 FO1219
 FO1219  NAD 83(1986)-  35 03 30.18791(N)    106 32 45.32166(W) AD(       ) 4
 FO1219  NAD 27      -  35 03 30.01689(N)    106 32 43.23789(W) AD(       ) 3
 FO1219
 FO1219.Superseded values are not recommended for survey control.
 FO1219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1219.See file dsdata.txt to determine how the superseded data were derived.
 FO1219
 FO1219_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU5902780610(NAD 83)
 FO1219_MARKER: 53 = ELEVATED TANK
 FO1219
 FO1219  HISTORY     - Date     Condition        Report By
 FO1219  HISTORY     - 1954     FIRST OBSERVED   CGS
 FO1219  HISTORY     - 1969     GOOD             CGS
 FO1219  HISTORY     - 1973     GOOD             NGS
 FO1219  HISTORY     - 20030805 MARK NOT FOUND   USPSQD
 FO1219
 FO1219                          STATION DESCRIPTION
 FO1219
 FO1219'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (WRH)
 FO1219'STATION IS LOCATED AT THE SOUTHEAST EDGE OF ALBUQUERQUE AT
 FO1219'THE SANDIA AIRFORCE BASE.  IT IS A LARGE, GREY COLORED, STEEL
 FO1219'TANK MOUNTED ON A FOUR LEGGED STEEL STRUCTURE THAT IS ABOUT
 FO1219'80 FEET IN HEIGHT.  THE CENTER OF THE TOP OF TANK WAS INTERSECTED.
 FO1219
 FO1219                          STATION RECOVERY (1969)
 FO1219
 FO1219'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JLC)
 FO1219'THE STATION WAS RECOVERED AS DESCRIBED BY W.R.H. 1954 WITH
 FO1219'THE EXCEPTION THE TANK HAS SIX LEGS.
 FO1219
 FO1219                          STATION RECOVERY (1973)
 FO1219
 FO1219'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (EP)
 FO1219'THIS INTERSECTION STATION WAS RECOVERED IN GOOD CONDITION
 FO1219'AS DESCRIBED.  THE TANK IS ABOUT 120 FEET ABOVE THE GROUND.
 FO1219'
 FO1219'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES
 FO1219'EAST OF ALBUQUERQUE
 FO1219
 FO1219                          STATION RECOVERY (2003)
 FO1219
 FO1219'RECOVERY NOTE BY US POWER SQUADRON 2003 (AFA)
 FO1219'NOT FOUND AT GIVEN LAT. AND LONG. TWO TANKS ARE ABOUT 1 - 1 1/2 MILES
 FO1219'WEST AND PROBABLY INCLUDE THIS ONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1235 ***********************************************************************
 FO1235  DESIGNATION -  ALBUQUERQUE SANDIA AFB SE TANK
 FO1235  PID         -  FO1235
 FO1235  STATE/COUNTY-  NM/BERNALILLO
 FO1235  USGS QUAD   -  ALBUQUERQUE EAST (1990)
 FO1235
 FO1235                         *CURRENT SURVEY CONTROL
 FO1235  ___________________________________________________________________
 FO1235* NAD 83(1992)-  35 03 12.21151(N)    106 32 28.53003(W)     ADJUSTED  
 FO1235* NAVD 88     -                                                        
 FO1235  ___________________________________________________________________
 FO1235  LAPLACE CORR-          11.47  (seconds)                    DEFLEC99
 FO1235  GEOID HEIGHT-         -20.72  (meters)                     GEOID03
 FO1235
 FO1235  HORZ ORDER  -  THIRD
 FO1235
 FO1235.The horizontal coordinates were established by classical geodetic methods
 FO1235.and adjusted by the National Geodetic Survey in December 1993..
 FO1235
 FO1235
 FO1235.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1235
 FO1235.The geoid height was determined by GEOID03.
 FO1235
 FO1235;                    North         East     Units Scale Factor Converg.
 FO1235;SPC NM C     -   449,535.784   473,431.459   MT  0.99990870   -0 10 02.2
 FO1235;SPC NM C     - 1,474,851.98  1,553,249.71   sFT  0.99990870   -0 10 02.2
 FO1235;UTM  13      - 3,880,050.008   359,443.226   MT  0.99984349   -0 53 07.3
 FO1235
 FO1235                          SUPERSEDED SURVEY CONTROL
 FO1235
 FO1235  NAD 83(1986)-  35 03 12.21694(N)    106 32 28.53602(W) AD(       ) 4
 FO1235  NAD 27      -  35 03 12.04517(N)    106 32 26.45159(W) AD(       ) 3
 FO1235
 FO1235.Superseded values are not recommended for survey control.
 FO1235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1235.See file dsdata.txt to determine how the superseded data were derived.
 FO1235
 FO1235_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU5944380050(NAD 83)
 FO1235_MARKER: 53 = ELEVATED TANK
 FO1235
 FO1235  HISTORY     - Date     Condition        Report By
 FO1235  HISTORY     - 1954     FIRST OBSERVED   CGS
 FO1235  HISTORY     - 1961     GOOD             CGS
 FO1235  HISTORY     - 1963     GOOD             CGS
 FO1235  HISTORY     - 1969     GOOD             CGS
 FO1235  HISTORY     - 1970     GOOD             NGS
 FO1235  HISTORY     - 1973     GOOD             NGS
 FO1235  HISTORY     - 1978     GOOD             NGS
 FO1235  HISTORY     - 20030805 MARK NOT FOUND   USPSQD
 FO1235
 FO1235                          STATION DESCRIPTION
 FO1235
 FO1235'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (WRH)
 FO1235'STATION IS LOCATED AT THE SOUTHEAST EDGE OF ALBUQUERQUE AT
 FO1235'THE SANDIA AIRFORCE BASE.  IT IS A LARGE STEEL TANK MOUNTED
 FO1235'ON A FOUR LEGGED STEEL STRUCTURE AND IS ABOUT 90 FEET IN
 FO1235'HEIGHT.  IT IS PAINTED SILVER.  THE CENTER OF THE TANK WAS
 FO1235'INTERSECTED.
 FO1235
 FO1235                          STATION RECOVERY (1961)
 FO1235
 FO1235'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (JJC)
 FO1235'THE STATION WAS RECOVERED AS DESCRIBED.
 FO1235
 FO1235                          STATION RECOVERY (1963)
 FO1235
 FO1235'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (AJP)
 FO1235'THE STATION WAS RECOVERED AS DESCRIBED.
 FO1235
 FO1235                          STATION RECOVERY (1969)
 FO1235
 FO1235'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JLC)
 FO1235'THE STATION WAS RECOVERED AS DESCRIBED BY W.R.H. 1954 WITH
 FO1235'THE EXCEPTION THE TANK HAS SIX LEGS.
 FO1235
 FO1235                          STATION RECOVERY (1970)
 FO1235
 FO1235'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (JVT)
 FO1235'THE STATION WAS RECOVERED AS DESCRIBED.
 FO1235
 FO1235                          STATION RECOVERY (1973)
 FO1235
 FO1235'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (EP)
 FO1235'THIS INTERSECTION STATION WAS RECOVERED IN GOOD CONDITION
 FO1235'AS DESCRIBED.  THE TANK IS ABOUT 175 FEET ABOVE THE GROUND.
 FO1235'
 FO1235'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES
 FO1235'EAST OF ALBUQUERQUE
 FO1235
 FO1235                          STATION RECOVERY (1978)
 FO1235
 FO1235'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (WTM)
 FO1235'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 FO1235'
 FO1235'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES EAST OF
 FO1235'ALBUQUERQUE.
 FO1235
 FO1235                          STATION RECOVERY (2003)
 FO1235
 FO1235'RECOVERY NOTE BY US POWER SQUADRON 2003 (AFA)
 FO1235'NOT FOUND AT GIVEN LAT. AND LONG. TWO TANKS ARE ABOUT 1 - 1 1/2 MILES
 FO1235'WEST AND PROBABLY INCLUDE THIS ONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1333 ***********************************************************************
 FO1333  DESIGNATION -  ALBUQUERQUE SANTA FE RR YD STK
 FO1333  PID         -  FO1333
 FO1333  STATE/COUNTY-  NM/BERNALILLO
 FO1333  USGS QUAD   -  ALBUQUERQUE WEST (1990)
 FO1333
 FO1333                         *CURRENT SURVEY CONTROL
 FO1333  ___________________________________________________________________
 FO1333* NAD 83(1992)-  35 04 25.10950(N)    106 38 58.20965(W)     ADJUSTED  
 FO1333* NAVD 88     -                                                        
 FO1333  ___________________________________________________________________
 FO1333  LAPLACE CORR-           5.66  (seconds)                    DEFLEC99
 FO1333  GEOID HEIGHT-         -21.33  (meters)                     GEOID03
 FO1333
 FO1333  HORZ ORDER  -  THIRD
 FO1333
 FO1333.The horizontal coordinates were established by classical geodetic methods
 FO1333.and adjusted by the National Geodetic Survey in December 1993..
 FO1333
 FO1333
 FO1333.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1333
 FO1333.The geoid height was determined by GEOID03.
 FO1333
 FO1333;                    North         East     Units Scale Factor Converg.
 FO1333;SPC NM C     -   451,816.272   463,566.378   MT  0.99991635   -0 13 46.4
 FO1333;SPC NM C     - 1,482,333.89  1,520,884.03   sFT  0.99991635   -0 13 46.4
 FO1333;UTM  13      - 3,882,453.860   349,608.013   MT  0.99987875   -0 56 52.9
 FO1333
 FO1333                          SUPERSEDED SURVEY CONTROL
 FO1333
 FO1333  NAD 83(1986)-  35 04 25.11453(N)    106 38 58.21300(W) AD(       ) 4
 FO1333  NAD 27      -  35 04 24.94772(N)    106 38 56.12229(W) AD(       ) 3
 FO1333
 FO1333.Superseded values are not recommended for survey control.
 FO1333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1333.See file dsdata.txt to determine how the superseded data were derived.
 FO1333
 FO1333_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU4960882454(NAD 83)
 FO1333_MARKER: 63 = STACK
 FO1333
 FO1333  HISTORY     - Date     Condition        Report By
 FO1333  HISTORY     - 1946     FIRST OBSERVED   CGS
 FO1333  HISTORY     - 1954     GOOD             CGS
 FO1333  HISTORY     - 1969     GOOD             CGS
 FO1333  HISTORY     - 20040825 MARK NOT FOUND   USPSQD
 FO1333
 FO1333                          STATION DESCRIPTION
 FO1333
 FO1333'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAE)
 FO1333'A LARGE, DIRTY BRICK STACK IN THE SANTA FE RAILROAD YARDS NEAR
 FO1333'THE S CITY LIMITS, ABOUT 75 YARDS E OF SOUTH FIRST STREET.  IT
 FO1333'IS 6.1 METERS NE OF THE NEAREST EDGE OF THE ROUNDHOUSE, JUST
 FO1333'S OF THE POWERHOUSE.
 FO1333
 FO1333                          STATION RECOVERY (1954)
 FO1333
 FO1333'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (WRH)
 FO1333'THE STACK IS LOCATED IN THE SOUTH CENTRAL PART OF ALBUQUERQUE,
 FO1333'AT THE SANTA FE RAILROAD YARD.
 FO1333'
 FO1333'THE STACK IS A TALL CONCRETE STACK ABOUT 150 FEET HIGH, THE
 FO1333'CENTER OF THE TOP OF STACK WAS INTERSECTED.
 FO1333
 FO1333                          STATION RECOVERY (1969)
 FO1333
 FO1333'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JLC)
 FO1333'THE STATION WAS RECOVERED AS DESCRIBED BY W.R.H. IN 1954.  THE
 FO1333'POINT INTERSECTED WAS THE CENTER OF THE TOP OF THE STACK.
 FO1333
 FO1333                          STATION RECOVERY (2004)
 FO1333
 FO1333'RECOVERY NOTE BY US POWER SQUADRON 2004 (RPJ)
 FO1333'TANK HAS BEEN DISMANTLED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1013 ***********************************************************************
 FO1013  DESIGNATION -  ALBUQUERQUE TV STA KGGM MAST
 FO1013  PID         -  FO1013
 FO1013  STATE/COUNTY-  NM/BERNALILLO
 FO1013  USGS QUAD   -  SANDIA CREST (1990)
 FO1013
 FO1013                         *CURRENT SURVEY CONTROL
 FO1013  ___________________________________________________________________
 FO1013* NAD 83(1992)-  35 12 40.37267(N)    106 26 59.31778(W)     ADJUSTED  
 FO1013* NAVD 88     -                                                        
 FO1013  ___________________________________________________________________
 FO1013  LAPLACE CORR-          12.08  (seconds)                    DEFLEC99
 FO1013  GEOID HEIGHT-         -20.03  (meters)                     GEOID03
 FO1013
 FO1013  HORZ ORDER  -  THIRD
 FO1013
 FO1013.The horizontal coordinates were established by classical geodetic methods
 FO1013.and adjusted by the National Geodetic Survey in December 1993..
 FO1013
 FO1013
 FO1013.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1013
 FO1013.The geoid height was determined by GEOID03.
 FO1013
 FO1013;                    North         East     Units Scale Factor Converg.
 FO1013;SPC NM C     -   467,022.844   481,808.467   MT  0.99990408   -0 06 54.8
 FO1013;SPC NM C     - 1,532,224.11  1,580,733.28   sFT  0.99990408   -0 06 54.8
 FO1013;UTM  13      - 3,897,429.158   368,038.488   MT  0.99981461   -0 50 09.9
 FO1013
 FO1013                          SUPERSEDED SURVEY CONTROL
 FO1013
 FO1013  NAD 83(1986)-  35 12 40.38103(N)    106 26 59.31978(W) AD(       ) 4
 FO1013  NAD 27      -  35 12 40.20469(N)    106 26 57.23800(W) AD(       ) 3
 FO1013
 FO1013.Superseded values are not recommended for survey control.
 FO1013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1013.See file dsdata.txt to determine how the superseded data were derived.
 FO1013
 FO1013_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU6803897429(NAD 83)
 FO1013_MARKER: 42 = RADIO/TV MAST
 FO1013
 FO1013  HISTORY     - Date     Condition        Report By
 FO1013  HISTORY     - 1954     FIRST OBSERVED   CGS
 FO1013  HISTORY     - 1969     GOOD             CGS
 FO1013
 FO1013                          STATION DESCRIPTION
 FO1013
 FO1013'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (WRH)
 FO1013'THE STATION IS LOCATED ABOUT 14 MILES AIRLINE NORTHEAST OF
 FO1013'ALBUQUERQUE, 8 MILES SOUTHEAST OF BERNALILLO NEAR THE HIGHEST
 FO1013'PART OF SANDIA MOUNTAIN.
 FO1013'
 FO1013'THE STATION IS A RED AND WHITE 100 FOOT GUYED THREE LEGGED
 FO1013'TOWER WITH A 57 FOOT MAST ON TOP.  A BRONZE DISK STAMPED
 FO1013'KGGM TV ELEV 10650, IS SET IN THE CENTER OF THE CONCRETE BASE
 FO1013'OF THE TOWER.  THE CENTER OF THE DISK WAS INTERSECTED.  THE
 FO1013'STATION IS 417 FT. 127 METERS NORTH OF TRIANGULATION STATION
 FO1013'SANDIA 1919.
 FO1013
 FO1013                          STATION RECOVERY (1969)
 FO1013
 FO1013'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JLC)
 FO1013'THE STATION WAS RECOVERED AS DESCRIBED BY W.R.H. IN 1954.
 FO1013'THE POINT INTERSECTED WAS THE CENTER OF THE RED LIGHT ATOP
 FO1013'THE MAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1014 ***********************************************************************
 FO1014  DESIGNATION -  ALBUQUERQUE TV STA KOB MAST
 FO1014  PID         -  FO1014
 FO1014  STATE/COUNTY-  NM/BERNALILLO
 FO1014  USGS QUAD   -  SANDIA CREST (1990)
 FO1014
 FO1014                         *CURRENT SURVEY CONTROL
 FO1014  ___________________________________________________________________
 FO1014* NAD 83(1992)-  35 12 42.71927(N)    106 26 58.87761(W)     ADJUSTED  
 FO1014* NAVD 88     -                                                        
 FO1014  ___________________________________________________________________
 FO1014  LAPLACE CORR-          11.97  (seconds)                    DEFLEC99
 FO1014  GEOID HEIGHT-         -20.03  (meters)                     GEOID03
 FO1014
 FO1014  HORZ ORDER  -  THIRD
 FO1014
 FO1014.The horizontal coordinates were established by classical geodetic methods
 FO1014.and adjusted by the National Geodetic Survey in December 1993..
 FO1014
 FO1014
 FO1014.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1014
 FO1014.The geoid height was determined by GEOID03.
 FO1014
 FO1014;                    North         East     Units Scale Factor Converg.
 FO1014;SPC NM C     -   467,095.132   481,819.745   MT  0.99990407   -0 06 54.5
 FO1014;SPC NM C     - 1,532,461.28  1,580,770.28   sFT  0.99990407   -0 06 54.5
 FO1014;UTM  13      - 3,897,501.291   368,050.673   MT  0.99981457   -0 50 09.6
 FO1014
 FO1014                          SUPERSEDED SURVEY CONTROL
 FO1014
 FO1014  NAD 83(1986)-  35 12 42.72569(N)    106 26 58.87953(W) AD(       ) 4
 FO1014  NAD 27      -  35 12 42.58000(N)    106 26 56.80000(W) AD(       ) 3
 FO1014
 FO1014.Superseded values are not recommended for survey control.
 FO1014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1014.See file dsdata.txt to determine how the superseded data were derived.
 FO1014
 FO1014_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU6805197501(NAD 83)
 FO1014_MARKER: 42 = RADIO/TV MAST
 FO1014
 FO1014  HISTORY     - Date     Condition        Report By
 FO1014  HISTORY     - 1954     FIRST OBSERVED   CGS
 FO1014
 FO1014                          STATION DESCRIPTION
 FO1014
 FO1014'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (WRH)
 FO1014'STATION IS LOCATED ABOUT 14 MILES, AIRLINE, NORTHEAST OF
 FO1014'ALBUQUERQUE, 8 MILES SOUTHEAST OF BERNALILLO NEAR THE HIGHEST
 FO1014'PART OF SANDIA MOUNTAIN.  THE TOWER IS ABOUT 100 FEET IN
 FO1014'HEIGHT AND IS A THREE LEGGED, STEEL, STRUCTURE, WITH A MAST,
 FO1014'THAT IS ABOUT 50 FEET IN HEIGHT, PROJECTING FROM ITS TOP.
 FO1014'THE TOWER IS PAINTED RED AND WHITE AND IS 650 FEET (198
 FO1014'METERS) NORTH OF TRIANGULATION STATION SANDIA 1919.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1418 ***********************************************************************
 FO1418  DESIGNATION -  ALBUQUERQUE TV STA KOAT MAST
 FO1418  PID         -  FO1418
 FO1418  STATE/COUNTY-  NM/BERNALILLO
 FO1418  USGS QUAD   -  LA MESITA NEGRA SE (1990)
 FO1418
 FO1418                         *CURRENT SURVEY CONTROL
 FO1418  ___________________________________________________________________
 FO1418* NAD 83(1992)-  35 03 42.73879(N)    106 46 53.16273(W)     ADJUSTED  
 FO1418* NAVD 88     -                                                        
 FO1418  ___________________________________________________________________
 FO1418  LAPLACE CORR-          -1.28  (seconds)                    DEFLEC99
 FO1418  GEOID HEIGHT-         -21.51  (meters)                     GEOID03
 FO1418
 FO1418  HORZ ORDER  -  THIRD
 FO1418
 FO1418.The horizontal coordinates were established by classical geodetic methods
 FO1418.and adjusted by the National Geodetic Survey in December 1993..
 FO1418
 FO1418
 FO1418.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1418
 FO1418.The geoid height was determined by GEOID03.
 FO1418
 FO1418;                    North         East     Units Scale Factor Converg.
 FO1418;SPC NM C     -   450,566.807   451,527.510   MT  0.99992895   -0 18 19.1
 FO1418;SPC NM C     - 1,478,234.60  1,481,386.51   sFT  0.99992895   -0 18 19.1
 FO1418;UTM  13      - 3,881,355.456   337,554.674   MT  0.99992523   -1 01 24.9
 FO1418
 FO1418                          SUPERSEDED SURVEY CONTROL
 FO1418
 FO1418  NAD 83(1986)-  35 03 42.74317(N)    106 46 53.16482(W) AD(       ) 4
 FO1418  NAD 27      -  35 03 42.57642(N)    106 46 51.06512(W) AD(       ) 3
 FO1418
 FO1418.Superseded values are not recommended for survey control.
 FO1418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1418.See file dsdata.txt to determine how the superseded data were derived.
 FO1418
 FO1418_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU3755581355(NAD 83)
 FO1418_MARKER: 42 = RADIO/TV MAST
 FO1418
 FO1418  HISTORY     - Date     Condition        Report By
 FO1418  HISTORY     - 1954     FIRST OBSERVED   CGS
 FO1418  HISTORY     - 20051105 MARK NOT FOUND   GEOCAC
 FO1418
 FO1418                          STATION DESCRIPTION
 FO1418
 FO1418'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (WRH)
 FO1418'THE MAST IS LOCATED ABOUT 6 MILES WEST OF ALBUQUERQUE, ON THE
 FO1418'EAST EDGE OF A MESA.
 FO1418'
 FO1418'THE MAST IS A TALL STEEL MAST 318 FEET HIGH.  THE TOP OF THE
 FO1418'MAST WAS INTERSECTED.
 FO1418
 FO1418                          STATION RECOVERY (2005)
 FO1418
 FO1418'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 FO1418'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE8222 ***********************************************************************
 DE8222  HT_MOD      -  This is a Height Modernization Survey Station.
 DE8222  CORS        -  This is a GPS Continuously Operating Reference Station.
 DE8222  DESIGNATION -  ALBUQUERQUE USCG1 CORS ARP
 DE8222  CORS_ID     -  ABQ1
 DE8222  PID         -  DE8222
 DE8222  STATE/COUNTY-  NM/BERNALILLO
 DE8222  USGS QUAD   -  MOUNT WASHINGTON (1995)
 DE8222
 DE8222                         *CURRENT SURVEY CONTROL
 DE8222  ___________________________________________________________________
 DE8222* NAD 83(CORS)-  34 57 26.54648(N)    106 29 40.03825(W)     ADJUSTED  
 DE8222* NAVD 88     -      1740.87   (meters)    5711.5    (feet)  GPS OBS   
 DE8222  ___________________________________________________________________
 DE8222  EPOCH DATE  -        2002.00
 DE8222  X           -  -1,486,206.192 (meters)                     COMP
 DE8222  Y           -  -5,019,131.674 (meters)                     COMP
 DE8222  Z           -   3,634,977.974 (meters)                     COMP
 DE8222  ELLIP HEIGHT-        1720.50  (meters)          (10/??/02) GPS OBS
 DE8222  GEOID HEIGHT-         -20.38  (meters)                     GEOID03
 DE8222
 DE8222  HORZ ORDER  -  SPECIAL (CORS)
 DE8222  ELLP ORDER  -  SPECIAL (CORS)
 DE8222
 DE8222.ITRF positions are available for this station.
 DE8222.The coordinates were established by GPS observations
 DE8222.and adjusted by the National Geodetic Survey in October 2002..
 DE8222.The coordinates are valid at the epoch date displayed above.
 DE8222.The epoch date for horizontal control is a decimal equivalence
 DE8222.of Year/Month/Day.
 DE8222
 DE8222.The orthometric height was determined by GPS observations and a
 DE8222.high-resolution geoid model using precise GPS observation and
 DE8222.processing techniques.
 DE8222
 DE8222.The PID for the CORS L1 Phase Center is DE8223.
 DE8222
 DE8222.Photographs are available for this station.
 DE8222
 DE8222.The XYZ, and position/ellipsoidal ht. are equivalent.
 DE8222
 DE8222.The ellipsoidal height was determined by GPS observations
 DE8222.and is referenced to NAD 83.
 DE8222
 DE8222.The geoid height was determined by GEOID03.
 DE8222
 DE8222;                    North         East     Units Scale Factor Converg.
 DE8222;SPC NM C     -   438,873.043   477,674.787   MT  0.99990614   -0 08 24.2
 DE8222;SPC NM C     - 1,439,869.31  1,567,171.36   sFT  0.99990614   -0 08 24.2
 DE8222
 DE8222!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE8222!SPC NM C     -   0.99973001  x   0.99990614  =   0.99963618
 DE8222
 DE8222                          SUPERSEDED SURVEY CONTROL
 DE8222
 DE8222.No superseded survey control is available for this station.
 DE8222
 DE8222_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU6355269336(NAD 83)
 DE8222_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DE8222
 DE8222                          STATION DESCRIPTION
 DE8222
 DE8222'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002
 DE8222'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DE8222'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DE8222'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DE8222'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DE8222'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE8223 ***********************************************************************
 DE8223  CORS        -  This is a GPS Continuously Operating Reference Station.
 DE8223  DESIGNATION -  ALBUQUERQUE USCG1 CORS L1 PHASE CENTER
 DE8223  CORS_ID     -  ABQ1
 DE8223  PID         -  DE8223
 DE8223  STATE/COUNTY-  NM/BERNALILLO
 DE8223  USGS QUAD   -  MOUNT WASHINGTON (1995)
 DE8223
 DE8223                         *CURRENT SURVEY CONTROL
 DE8223  ___________________________________________________________________
 DE8223* NAD 83(CORS)-  34 57 26.54644(N)    106 29 40.03828(W)     ADJUSTED  
 DE8223* NAVD 88     -                                                        
 DE8223  ___________________________________________________________________
 DE8223  EPOCH DATE  -        2002.00
 DE8223  X           -  -1,486,206.214 (meters)                     COMP
 DE8223  Y           -  -5,019,131.745 (meters)                     COMP
 DE8223  Z           -   3,634,978.025 (meters)                     COMP
 DE8223  ELLIP HEIGHT-        1720.59  (meters)          (10/??/02) GPS OBS
 DE8223  GEOID HEIGHT-         -20.38  (meters)                     GEOID03
 DE8223
 DE8223  HORZ ORDER  -  SPECIAL (CORS)
 DE8223  ELLP ORDER  -  SPECIAL (CORS)
 DE8223
 DE8223.ITRF positions are available for this station.
 DE8223.The coordinates were established by GPS observations
 DE8223.and adjusted by the National Geodetic Survey in October 2002..
 DE8223.The coordinates are valid at the epoch date displayed above.
 DE8223.The epoch date for horizontal control is a decimal equivalence
 DE8223.of Year/Month/Day.
 DE8223
 DE8223
 DE8223.The PID for the CORS ARP is DE8222.
 DE8223
 DE8223.The XYZ, and position/ellipsoidal ht. are equivalent.
 DE8223
 DE8223.The ellipsoidal height was determined by GPS observations
 DE8223.and is referenced to NAD 83.
 DE8223
 DE8223.The geoid height was determined by GEOID03.
 DE8223
 DE8223;                    North         East     Units Scale Factor Converg.
 DE8223;SPC NM C     -   438,873.042   477,674.786   MT  0.99990614   -0 08 24.2
 DE8223;SPC NM C     - 1,439,869.31  1,567,171.36   sFT  0.99990614   -0 08 24.2
 DE8223
 DE8223!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE8223!SPC NM C     -   0.99973000  x   0.99990614  =   0.99963616
 DE8223
 DE8223                          SUPERSEDED SURVEY CONTROL
 DE8223
 DE8223.No superseded survey control is available for this station.
 DE8223
 DE8223_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU6355269336(NAD 83)
 DE8223_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DE8223
 DE8223                          STATION DESCRIPTION
 DE8223
 DE8223'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DE8223'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DE8223'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DE8223'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DE8223'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DE8223'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE8224 ***********************************************************************
 DE8224  CORS        -  This is a GPS Continuously Operating Reference Station.
 DE8224  DESIGNATION -  ALBUQUERQUE USCG2 CORS ARP
 DE8224  CORS_ID     -  ABQ2
 DE8224  PID         -  DE8224
 DE8224  STATE/COUNTY-  NM/BERNALILLO
 DE8224  USGS QUAD   -  MOUNT WASHINGTON (1995)
 DE8224
 DE8224                         *CURRENT SURVEY CONTROL
 DE8224  ___________________________________________________________________
 DE8224* NAD 83(CORS)-  34 57 25.65851(N)    106 29 40.09731(W)     ADJUSTED  
 DE8224* NAVD 88     -                                                        
 DE8224  ___________________________________________________________________
 DE8224  EPOCH DATE  -        2002.00
 DE8224  X           -  -1,486,212.305 (meters)                     COMP
 DE8224  Y           -  -5,019,147.040 (meters)                     COMP
 DE8224  Z           -   3,634,956.091 (meters)                     COMP
 DE8224  ELLIP HEIGHT-        1721.46  (meters)          (10/??/02) GPS OBS
 DE8224  GEOID HEIGHT-         -20.38  (meters)                     GEOID03
 DE8224
 DE8224  HORZ ORDER  -  SPECIAL (CORS)
 DE8224  ELLP ORDER  -  SPECIAL (CORS)
 DE8224
 DE8224.ITRF positions are available for this station.
 DE8224.The coordinates were established by GPS observations
 DE8224.and adjusted by the National Geodetic Survey in October 2002..
 DE8224.The coordinates are valid at the epoch date displayed above.
 DE8224.The epoch date for horizontal control is a decimal equivalence
 DE8224.of Year/Month/Day.
 DE8224
 DE8224
 DE8224.The PID for the CORS L1 Phase Center is DE8225.
 DE8224
 DE8224.The XYZ, and position/ellipsoidal ht. are equivalent.
 DE8224
 DE8224.The ellipsoidal height was determined by GPS observations
 DE8224.and is referenced to NAD 83.
 DE8224
 DE8224.The geoid height was determined by GEOID03.
 DE8224
 DE8224;                    North         East     Units Scale Factor Converg.
 DE8224;SPC NM C     -   438,845.686   477,673.222   MT  0.99990614   -0 08 24.3
 DE8224;SPC NM C     - 1,439,779.55  1,567,166.23   sFT  0.99990614   -0 08 24.3
 DE8224
 DE8224!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE8224!SPC NM C     -   0.99972986  x   0.99990614  =   0.99963602
 DE8224
 DE8224                          SUPERSEDED SURVEY CONTROL
 DE8224
 DE8224.No superseded survey control is available for this station.
 DE8224
 DE8224_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU6355169308(NAD 83)
 DE8224_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DE8224
 DE8224                          STATION DESCRIPTION
 DE8224
 DE8224'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002
 DE8224'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DE8224'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DE8224'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DE8224'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DE8224'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE8225 ***********************************************************************
 DE8225  CORS        -  This is a GPS Continuously Operating Reference Station.
 DE8225  DESIGNATION -  ALBUQUERQUE USCG2 CORS L1 PHASE CENTER
 DE8225  CORS_ID     -  ABQ2
 DE8225  PID         -  DE8225
 DE8225  STATE/COUNTY-  NM/BERNALILLO
 DE8225  USGS QUAD   -  MOUNT WASHINGTON (1995)
 DE8225
 DE8225                         *CURRENT SURVEY CONTROL
 DE8225  ___________________________________________________________________
 DE8225* NAD 83(CORS)-  34 57 25.65847(N)    106 29 40.09734(W)     ADJUSTED  
 DE8225* NAVD 88     -                                                        
 DE8225  ___________________________________________________________________
 DE8225  EPOCH DATE  -        2002.00
 DE8225  X           -  -1,486,212.327 (meters)                     COMP
 DE8225  Y           -  -5,019,147.111 (meters)                     COMP
 DE8225  Z           -   3,634,956.142 (meters)                     COMP
 DE8225  ELLIP HEIGHT-        1721.55  (meters)          (10/??/02) GPS OBS
 DE8225  GEOID HEIGHT-         -20.38  (meters)                     GEOID03
 DE8225
 DE8225  HORZ ORDER  -  SPECIAL (CORS)
 DE8225  ELLP ORDER  -  SPECIAL (CORS)
 DE8225
 DE8225.ITRF positions are available for this station.
 DE8225.The coordinates were established by GPS observations
 DE8225.and adjusted by the National Geodetic Survey in October 2002..
 DE8225.The coordinates are valid at the epoch date displayed above.
 DE8225.The epoch date for horizontal control is a decimal equivalence
 DE8225.of Year/Month/Day.
 DE8225
 DE8225
 DE8225.The PID for the CORS ARP is DE8224.
 DE8225
 DE8225.The XYZ, and position/ellipsoidal ht. are equivalent.
 DE8225
 DE8225.The ellipsoidal height was determined by GPS observations
 DE8225.and is referenced to NAD 83.
 DE8225
 DE8225.The geoid height was determined by GEOID03.
 DE8225
 DE8225;                    North         East     Units Scale Factor Converg.
 DE8225;SPC NM C     -   438,845.684   477,673.221   MT  0.99990614   -0 08 24.3
 DE8225;SPC NM C     - 1,439,779.55  1,567,166.23   sFT  0.99990614   -0 08 24.3
 DE8225
 DE8225!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE8225!SPC NM C     -   0.99972985  x   0.99990614  =   0.99963601
 DE8225
 DE8225                          SUPERSEDED SURVEY CONTROL
 DE8225
 DE8225.No superseded survey control is available for this station.
 DE8225
 DE8225_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU6355169308(NAD 83)
 DE8225_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DE8225
 DE8225                          STATION DESCRIPTION
 DE8225
 DE8225'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DE8225'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DE8225'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DE8225'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DE8225'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DE8225'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1201 ***********************************************************************
 FO1201  DESIGNATION -  ALBUQUERQUE VET CEN FLAG
 FO1201  PID         -  FO1201
 FO1201  STATE/COUNTY-  NM/BERNALILLO
 FO1201  USGS QUAD   -  ALBUQUERQUE EAST (1990)
 FO1201
 FO1201                         *CURRENT SURVEY CONTROL
 FO1201  ___________________________________________________________________
 FO1201* NAD 83(1992)-  35 03 18.35581(N)    106 35 02.73432(W)     ADJUSTED  
 FO1201* NAVD 88     -                                                        
 FO1201  ___________________________________________________________________
 FO1201  LAPLACE CORR-           9.19  (seconds)                    DEFLEC99
 FO1201  GEOID HEIGHT-         -21.02  (meters)                     GEOID03
 FO1201
 FO1201  HORZ ORDER  -  THIRD
 FO1201
 FO1201.The horizontal coordinates were established by classical geodetic methods
 FO1201.and adjusted by the National Geodetic Survey in December 1993..
 FO1201
 FO1201
 FO1201.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1201
 FO1201.The geoid height was determined by GEOID03.
 FO1201
 FO1201;                    North         East     Units Scale Factor Converg.
 FO1201;SPC NM C     -   449,737.363   469,524.721   MT  0.99991144   -0 11 30.8
 FO1201;SPC NM C     - 1,475,513.33  1,540,432.36   sFT  0.99991144   -0 11 30.8
 FO1201;UTM  13      - 3,880,300.518   355,539.553   MT  0.99985720   -0 54 36.0
 FO1201
 FO1201                          SUPERSEDED SURVEY CONTROL
 FO1201
 FO1201  NAD 83(1986)-  35 03 18.36050(N)    106 35 02.73870(W) AD(       ) 4
 FO1201  NAD 27      -  35 03 18.19234(N)    106 35 00.65186(W) AD(       ) 3
 FO1201
 FO1201.Superseded values are not recommended for survey control.
 FO1201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1201.See file dsdata.txt to determine how the superseded data were derived.
 FO1201
 FO1201_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU5554080301(NAD 83)
 FO1201_MARKER: 62 = FLAGPOLE
 FO1201_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FO1201+SATELLITE: SATELLITE OBSERVATIONS - August 05, 2003
 FO1201
 FO1201  HISTORY     - Date     Condition        Report By
 FO1201  HISTORY     - 1946     FIRST OBSERVED   CGS
 FO1201  HISTORY     - 1957     GOOD             CGS
 FO1201  HISTORY     - 20030805 GOOD             USPSQD
 FO1201
 FO1201                          STATION DESCRIPTION
 FO1201
 FO1201'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAE)
 FO1201'THE TALL FLAGPOLE IN THE CENTER OF A LANDSCAPED CIRCLE STANDING
 FO1201'IN FRONT OF THE ADMINISTRATION BUILDING OF THE VETERANS
 FO1201'CENTER IN EAST ALBUQUERQUE, IMMEDIATELY E OF THE KIRTLAND
 FO1201'FIELD RESERVATION.
 FO1201
 FO1201                          STATION RECOVERY (1957)
 FO1201
 FO1201'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (HJB)
 FO1201'STATION RECOVERED IN GOOD CONDITION.
 FO1201
 FO1201                          STATION RECOVERY (2003)
 FO1201
 FO1201'RECOVERY NOTE BY US POWER SQUADRON 2003 (AFA)
 FO1201'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1190 ***********************************************************************
 FO1190  DESIGNATION -  ALBUQUERQUE VET HOSP S TK
 FO1190  PID         -  FO1190
 FO1190  STATE/COUNTY-  NM/BERNALILLO
 FO1190  USGS QUAD   -  ALBUQUERQUE EAST (1990)
 FO1190
 FO1190                         *CURRENT SURVEY CONTROL
 FO1190  ___________________________________________________________________
 FO1190* NAD 83(1992)-  35 03 11.21452(N)    106 34 57.57197(W)     ADJUSTED  
 FO1190* NAVD 88     -                                                        
 FO1190  ___________________________________________________________________
 FO1190  LAPLACE CORR-           9.25  (seconds)                    DEFLEC99
 FO1190  GEOID HEIGHT-         -21.02  (meters)                     GEOID03
 FO1190
 FO1190  HORZ ORDER  -  THIRD
 FO1190
 FO1190.The horizontal coordinates were established by classical geodetic methods
 FO1190.and adjusted by the National Geodetic Survey in December 1993..
 FO1190
 FO1190
 FO1190.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1190
 FO1190.The geoid height was determined by GEOID03.
 FO1190
 FO1190;                    North         East     Units Scale Factor Converg.
 FO1190;SPC NM C     -   449,516.872   469,654.793   MT  0.99991134   -0 11 27.8
 FO1190;SPC NM C     - 1,474,789.94  1,540,859.10   sFT  0.99991134   -0 11 27.8
 FO1190;UTM  13      - 3,880,078.427   355,666.845   MT  0.99985675   -0 54 32.9
 FO1190
 FO1190                          SUPERSEDED SURVEY CONTROL
 FO1190
 FO1190  NAD 83(1986)-  35 03 11.21970(N)    106 34 57.57617(W) AD(       ) 4
 FO1190  NAD 27      -  35 03 11.04571(N)    106 34 55.49376(W) AD(       ) 3
 FO1190
 FO1190.Superseded values are not recommended for survey control.
 FO1190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1190.See file dsdata.txt to determine how the superseded data were derived.
 FO1190
 FO1190_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU5566780078(NAD 83)
 FO1190_MARKER: 53 = ELEVATED TANK
 FO1190
 FO1190  HISTORY     - Date     Condition        Report By
 FO1190  HISTORY     - 1946     FIRST OBSERVED   CGS
 FO1190  HISTORY     - 1947     GOOD             CGS
 FO1190  HISTORY     - 1954     GOOD             CGS
 FO1190  HISTORY     - 1960     GOOD             CGS
 FO1190  HISTORY     - 1963     GOOD             CGS
 FO1190  HISTORY     - 1973     GOOD             NGS
 FO1190  HISTORY     - 1978     GOOD             NGS
 FO1190  HISTORY     - 1978     GOOD             NGS
 FO1190  HISTORY     - 1981     GOOD             NGS
 FO1190  HISTORY     - 20030805 GOOD             USPSQD
 FO1190
 FO1190                          STATION DESCRIPTION
 FO1190
 FO1190'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAE)
 FO1190'THE TANK IS THE LARGE SILVER-COLORED WATER TANK IN THE REAR
 FO1190'OF THE GROUNDS OF THE VETERANS CENTER IN EAST ALBUQUERQUE,
 FO1190'IMMEDIATELY E OF THE KIRTLAND FIELD RESERVATION.  THE STACK
 FO1190'IS EQUALLY PROMINENT AND IN THE SAME VICINITY ON THE GROUNDS.
 FO1190'IT IS 10 METERS W OF THE POWERHOUSE.
 FO1190
 FO1190                          STATION RECOVERY (1947)
 FO1190
 FO1190'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RER)
 FO1190'DESCRIPTION ADEQUATE
 FO1190'
 FO1190'RECOVERED IN GOOD CONDITION
 FO1190
 FO1190                          STATION RECOVERY (1954)
 FO1190
 FO1190'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (WRH)
 FO1190'STATION LOCATED AT THE VETERANS HOSPITAL AT THE SOUTHEAST EDGE
 FO1190'OF ALBUQUERQUE.  IT IS A LARGE STEEL TANK MOUNTED ON A FOUR-LEGGED,
 FO1190'STEEL STRUCTURE AND IS ABOUT 75 FEET HIGH.  THE CENTER OF THE
 FO1190'TANK WAS INTERSECTED.
 FO1190
 FO1190                          STATION RECOVERY (1960)
 FO1190
 FO1190'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (FJT)
 FO1190'STATION WAS RECOVERED AND FOUND AS DESCRIBED.
 FO1190
 FO1190                          STATION RECOVERY (1963)
 FO1190
 FO1190'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (AJP)
 FO1190'THE STATION WAS RECOVERED AS DESCRIBED.
 FO1190
 FO1190                          STATION RECOVERY (1973)
 FO1190
 FO1190'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (EP)
 FO1190'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 FO1190'
 FO1190'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES
 FO1190'EAST OF ALBUQUERQUE.
 FO1190
 FO1190                          STATION RECOVERY (1978)
 FO1190
 FO1190'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (WTM)
 FO1190'ALL THREE INTERSECTION STATIONS WERE RECOVERED AS DESCRIBED IN
 FO1190'GOOD CONDITION.
 FO1190'
 FO1190'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES EAST OF
 FO1190'ALBUQUERQUE.
 FO1190
 FO1190                          STATION RECOVERY (1978)
 FO1190
 FO1190'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (WTM)
 FO1190'RECOVERED IN GOOD CONDITION.
 FO1190
 FO1190                          STATION RECOVERY (1981)
 FO1190
 FO1190'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (MLS)
 FO1190'RECOVERED AS DESCRIBED.
 FO1190'
 FO1190'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT ALBUQUERQUE.
 FO1190
 FO1190                          STATION RECOVERY (2003)
 FO1190
 FO1190'RECOVERY NOTE BY US POWER SQUADRON 2003 (AFA)
 FO1190'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1192 ***********************************************************************
 FO1192  DESIGNATION -  ALBUQUERQUE VET HOSP N TK
 FO1192  PID         -  FO1192
 FO1192  STATE/COUNTY-  NM/BERNALILLO
 FO1192  USGS QUAD   -  ALBUQUERQUE EAST (1990)
 FO1192
 FO1192                         *CURRENT SURVEY CONTROL
 FO1192  ___________________________________________________________________
 FO1192* NAD 83(1992)-  35 03 11.53258(N)    106 34 56.79826(W)     ADJUSTED  
 FO1192* NAVD 88     -                                                        
 FO1192  ___________________________________________________________________
 FO1192  LAPLACE CORR-           9.27  (seconds)                    DEFLEC99
 FO1192  GEOID HEIGHT-         -21.01  (meters)                     GEOID03
 FO1192
 FO1192  HORZ ORDER  -  THIRD
 FO1192
 FO1192.The horizontal coordinates were established by classical geodetic methods
 FO1192.and adjusted by the National Geodetic Survey in December 1993..
 FO1192
 FO1192
 FO1192.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1192
 FO1192.The geoid height was determined by GEOID03.
 FO1192
 FO1192;                    North         East     Units Scale Factor Converg.
 FO1192;SPC NM C     -   449,526.608   469,674.430   MT  0.99991133   -0 11 27.4
 FO1192;SPC NM C     - 1,474,821.88  1,540,923.53   sFT  0.99991133   -0 11 27.4
 FO1192;UTM  13      - 3,880,087.915   355,686.602   MT  0.99985668   -0 54 32.4
 FO1192
 FO1192                          SUPERSEDED SURVEY CONTROL
 FO1192
 FO1192  NAD 83(1986)-  35 03 11.53785(N)    106 34 56.80325(W) AD(       ) 4
 FO1192  NAD 27      -  35 03 11.36538(N)    106 34 54.71532(W) AD(       ) 3
 FO1192
 FO1192.Superseded values are not recommended for survey control.
 FO1192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1192.See file dsdata.txt to determine how the superseded data were derived.
 FO1192
 FO1192_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU5568780088(NAD 83)
 FO1192_MARKER: 53 = ELEVATED TANK
 FO1192
 FO1192  HISTORY     - Date     Condition        Report By
 FO1192  HISTORY     - 1954     FIRST OBSERVED   CGS
 FO1192  HISTORY     - 1969     GOOD             CGS
 FO1192  HISTORY     - 1973     GOOD             NGS
 FO1192  HISTORY     - 1978     GOOD             NGS
 FO1192  HISTORY     - 20030805 GOOD             USPSQD
 FO1192
 FO1192                          STATION DESCRIPTION
 FO1192
 FO1192'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (WRH)
 FO1192'STATION IS LOCATED AT THE VETERANS HOSPITAL AT THE SOUTHEAST
 FO1192'EDGE OF ALBUQUERQUE.  IT IS A LARGE STEEL TANK MOUNTED ON A
 FO1192'FOUR LEGGED STEEL STRUCTURE THAT IS ABOUT 80 FEET IN HEIGHT.
 FO1192'THE CENTER OF THE TANK WAS INTERSECTED.
 FO1192
 FO1192                          STATION RECOVERY (1969)
 FO1192
 FO1192'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JLC)
 FO1192'THE STATION WAS RECOVERED AS DESCRIBED.  THE CENTER OF THE
 FO1192'TANK WAS INTERSECTED.
 FO1192
 FO1192                          STATION RECOVERY (1973)
 FO1192
 FO1192'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (EP)
 FO1192'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 FO1192
 FO1192                          STATION RECOVERY (1978)
 FO1192
 FO1192'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (WTM)
 FO1192'ALL THREE INTERSECTION STATIONS WERE RECOVERED AS DESCRIBED IN GOOD
 FO1192'CONDITION.
 FO1192'
 FO1192'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES EAST OF
 FO1192'ALBUQUERQUE.
 FO1192
 FO1192                          STATION RECOVERY (2003)
 FO1192
 FO1192'RECOVERY NOTE BY US POWER SQUADRON 2003 (AFA)
 FO1192'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1198 ***********************************************************************
 FO1198  DESIGNATION -  ALBUQUERQUE VET HOSP STACK
 FO1198  PID         -  FO1198
 FO1198  STATE/COUNTY-  NM/BERNALILLO
 FO1198  USGS QUAD   -  ALBUQUERQUE EAST (1990)
 FO1198
 FO1198                         *CURRENT SURVEY CONTROL
 FO1198  ___________________________________________________________________
 FO1198* NAD 83(1992)-  35 03 11.14597(N)    106 34 59.87096(W)     ADJUSTED  
 FO1198* NAVD 88     -                                                        
 FO1198  ___________________________________________________________________
 FO1198  LAPLACE CORR-           9.22  (seconds)                    DEFLEC99
 FO1198  GEOID HEIGHT-         -21.02  (meters)                     GEOID03
 FO1198
 FO1198  HORZ ORDER  -  THIRD
 FO1198
 FO1198.The horizontal coordinates were established by classical geodetic methods
 FO1198.and adjusted by the National Geodetic Survey in December 1993..
 FO1198
 FO1198
 FO1198.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1198
 FO1198.The geoid height was determined by GEOID03.
 FO1198
 FO1198;                    North         East     Units Scale Factor Converg.
 FO1198;SPC NM C     -   449,514.954   469,596.531   MT  0.99991139   -0 11 29.1
 FO1198;SPC NM C     - 1,474,783.64  1,540,667.95   sFT  0.99991139   -0 11 29.1
 FO1198;UTM  13      - 3,880,077.240   355,608.567   MT  0.99985695   -0 54 34.2
 FO1198
 FO1198                          SUPERSEDED SURVEY CONTROL
 FO1198
 FO1198  NAD 83(1986)-  35 03 11.15082(N)    106 34 59.87547(W) AD(       ) 4
 FO1198  NAD 27      -  35 03 10.98290(N)    106 34 57.78941(W) AD(       ) 3
 FO1198
 FO1198.Superseded values are not recommended for survey control.
 FO1198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1198.See file dsdata.txt to determine how the superseded data were derived.
 FO1198
 FO1198_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU5560980077(NAD 83)
 FO1198_MARKER: 63 = STACK
 FO1198
 FO1198  HISTORY     - Date     Condition        Report By
 FO1198  HISTORY     - 1946     FIRST OBSERVED   CGS
 FO1198  HISTORY     - 1947     GOOD             CGS
 FO1198  HISTORY     - 1960     GOOD             CGS
 FO1198  HISTORY     - 1961     GOOD             CGS
 FO1198  HISTORY     - 1973     GOOD             NGS
 FO1198  HISTORY     - 1978     GOOD             NGS
 FO1198  HISTORY     - 20030805 MARK NOT FOUND   USPSQD
 FO1198
 FO1198                          STATION DESCRIPTION
 FO1198
 FO1198'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAE)
 FO1198'THE STATION IS IN THE REAR OF THE GROUND OF THE VETERANS
 FO1198'CENTER IN EAST ALBUQUERQUE, IMMEDIATELY EAST OF THE FIRTLAND
 FO1198'FIELD RESERVATION.  THE STACK IS PROMINENT AND IS 10 METERS
 FO1198'WEST OF THE POWER HOUSE.
 FO1198
 FO1198                          STATION RECOVERY (1947)
 FO1198
 FO1198'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (RER)
 FO1198'RECOVERED IN GOOD CONDITION DESCRIPTION ADEQUATE.
 FO1198
 FO1198                          STATION RECOVERY (1960)
 FO1198
 FO1198'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (FJT)
 FO1198'THE STATION WAS RECOVERED AND FOUND AS DESCRIBED IN 1946
 FO1198
 FO1198                          STATION RECOVERY (1961)
 FO1198
 FO1198'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (JJC)
 FO1198'THE STATION WAS RECOVERED AS DESCRIBED.
 FO1198
 FO1198                          STATION RECOVERY (1973)
 FO1198
 FO1198'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (EP)
 FO1198'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 FO1198
 FO1198                          STATION RECOVERY (1978)
 FO1198
 FO1198'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (WTM)
 FO1198'ALL THREE INTERSECTION STATIONS WERE RECOVERED AS DESCRIBED IN GOOD
 FO1198'CONDITION.
 FO1198'
 FO1198'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES EAST OF
 FO1198'ALBUQUERQUE.
 FO1198
 FO1198                          STATION RECOVERY (2003)
 FO1198
 FO1198'RECOVERY NOTE BY US POWER SQUADRON 2003 (AFA)
 FO1198'STACK HAS BEEN TORN DOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1172 ***********************************************************************
 FO1172  DESIGNATION -  ALBUQUERQUE VOL ANDIA TANK
 FO1172  PID         -  FO1172
 FO1172  STATE/COUNTY-  NM/BERNALILLO
 FO1172  USGS QUAD   -  ALAMEDA (1990)
 FO1172
 FO1172                         *CURRENT SURVEY CONTROL
 FO1172  ___________________________________________________________________
 FO1172* NAD 83(1992)-  35 08 05.48425(N)    106 35 48.89588(W)     ADJUSTED  
 FO1172* NAVD 88     -                                                        
 FO1172  ___________________________________________________________________
 FO1172  LAPLACE CORR-           9.01  (seconds)                    DEFLEC99
 FO1172  GEOID HEIGHT-         -21.05  (meters)                     GEOID03
 FO1172
 FO1172  HORZ ORDER  -  THIRD
 FO1172
 FO1172.The horizontal coordinates were established by classical geodetic methods
 FO1172.and adjusted by the National Geodetic Survey in December 1993..
 FO1172
 FO1172
 FO1172.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1172
 FO1172.The geoid height was determined by GEOID03.
 FO1172
 FO1172;                    North         East     Units Scale Factor Converg.
 FO1172;SPC NM C     -   458,589.052   468,385.859   MT  0.99991231   -0 11 58.7
 FO1172;SPC NM C     - 1,504,554.25  1,536,695.94   sFT  0.99991231   -0 11 58.7
 FO1172;UTM  13      - 3,889,165.330   354,511.885   MT  0.99986087   -0 55 09.1
 FO1172
 FO1172                          SUPERSEDED SURVEY CONTROL
 FO1172
 FO1172  NAD 83(1986)-  35 08 05.48961(N)    106 35 48.90047(W) AD(       ) 4
 FO1172  NAD 27      -  35 08 05.32732(N)    106 35 46.81169(W) AD(       ) 3
 FO1172
 FO1172.Superseded values are not recommended for survey control.
 FO1172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1172.See file dsdata.txt to determine how the superseded data were derived.
 FO1172
 FO1172_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU5451289165(NAD 83)
 FO1172_MARKER: 53 = ELEVATED TANK
 FO1172_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FO1172+SATELLITE: SATELLITE OBSERVATIONS - January 01, 2005
 FO1172
 FO1172  HISTORY     - Date     Condition        Report By
 FO1172  HISTORY     - 1969     FIRST OBSERVED   CGS
 FO1172  HISTORY     - 20050101 GOOD             GEOCAC
 FO1172
 FO1172                          STATION DESCRIPTION
 FO1172
 FO1172'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JLC)
 FO1172'THE STATION IS LOCATED ABOUT 4-1/2 MILES NORTHEAST OF THE CENTER
 FO1172'OF ALBUQUERQUE, 2 MILES NORTH OF INTERSTATE HIGHWAY 40, 1/2 MILE
 FO1172'EAST OF INTERSTATE HIGHWAY 25 AND OWNED BY THE CITY OF ALBUQUERQUE.
 FO1172'
 FO1172'TO REACH THE STATION FROM THE INTERSECTION OF MONTGOMERY BOULEVARD
 FO1172'NE AND JEFFERSON STREET NE IN ALBUQUERQUE, GO NORTH ON JEFFERSON
 FO1172'STREET NE FOR 0.25 MILE TO A CROSSROAD.  TURN LEFT AND GO WEST
 FO1172'ON A GRAVELED ROAD FOR 0.15 MILE TO THE STATION ON THE RIGHT.
 FO1172'
 FO1172'THE STATION IS A CYLINDRICAL STEEL STRUCTURE, GREEN IN COLOR AND
 FO1172'HAS AN OVER-ALL HEIGHT OF 40 FEET.  THE POINT INTERSECTED WAS
 FO1172'THE CAP AT THE TOP AND CENTER.
 FO1172
 FO1172                          STATION RECOVERY (2005)
 FO1172
 FO1172'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 FO1172'THE TANK WAS RECOVERED IN GOOD CONDITION.  IT IS NOW TAN IN COLOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0442 ***********************************************************************
 GN0442  DESIGNATION -  ALCALDE RESET
 GN0442  PID         -  GN0442
 GN0442  STATE/COUNTY-  NM/RIO ARRIBA
 GN0442  USGS QUAD   -  SAN JUAN PUEBLO (1977)
 GN0442
 GN0442                         *CURRENT SURVEY CONTROL
 GN0442  ___________________________________________________________________
 GN0442* NAD 83(1992)-  36 04 17.67108(N)    106 03 17.15114(W)     ADJUSTED  
 GN0442* NAVD 88     -      1751.50   (+/-2cm)    5746.4    (feet)  VERTCON   
 GN0442  ___________________________________________________________________
 GN0442  LAPLACE CORR-           5.26  (seconds)                    DEFLEC99
 GN0442  GEOID HEIGHT-         -19.00  (meters)                     GEOID03
 GN0442
 GN0442  HORZ ORDER  -  THIRD
 GN0442  VERT ORDER  -  THIRD ? (See Below)
 GN0442
 GN0442.The horizontal coordinates were established by classical geodetic methods
 GN0442.and adjusted by the National Geodetic Survey in December 1993..
 GN0442
 GN0442.The NAVD 88 height was computed by applying the VERTCON shift value to
 GN0442.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GN0442.The vertical order pertains to the NGVD 29 superseded value.
 GN0442
 GN0442.The Laplace correction was computed from DEFLEC99 derived deflections.
 GN0442
 GN0442.The geoid height was determined by GEOID03.
 GN0442
 GN0442;                    North         East     Units Scale Factor Converg.
 GN0442;SPC NM C     -   562,471.708   517,585.511   MT  0.99990381   +0 06 53.8
 GN0442;SPC NM C     - 1,845,375.93  1,698,111.80   sFT  0.99990381   +0 06 53.8
 GN0442;UTM  13      - 3,992,402.030   405,020.926   MT  0.99971115   -0 37 15.9
 GN0442
 GN0442!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GN0442!SPC NM C     -   0.99972816  x   0.99990381  =   0.99963200
 GN0442!UTM  13      -   0.99972816  x   0.99971115  =   0.99943939
 GN0442
 GN0442|---------------------------------------------------------------------|
 GN0442| PID    Reference Object                     Distance      Geod. Az  |
 GN0442|                                                           dddmmss.s |
 GN0442| CD3927 ALCALDE RM 1                         16.825 METERS 19100     |
 GN0442| CD3926 ALCALDE AZ MK                                      1962655.3 |
 GN0442| CD3928 ALCALDE RM 2                         27.914 METERS 28211     |
 GN0442|---------------------------------------------------------------------|
 GN0442
 GN0442                          SUPERSEDED SURVEY CONTROL
 GN0442
 GN0442  NAD 83(1986)-  36 04 17.67421(N)    106 03 17.15600(W) AD(       ) 3
 GN0442  NAD 27      -  36 04 17.59850(N)    106 03 15.07160(W) AD(       ) 3
 GN0442  NGVD 29 (07/19/86) 1750.48   (m)         5743.0    (f) LEVELING    3  
 GN0442
 GN0442.Superseded values are not recommended for survey control.
 GN0442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0442.See file dsdata.txt to determine how the superseded data were derived.
 GN0442
 GN0442_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV0502192402(NAD 83)
 GN0442_MARKER: DS = TRIANGULATION STATION DISK
 GN0442_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GN0442_STAMPING: ALCALDE 1954 1984
 GN0442_MARK LOGO: NGS   
 GN0442_MAGNETIC: N = NO MAGNETIC MATERIAL
 GN0442_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GN0442+STABILITY: SURFACE MOTION
 GN0442_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GN0442+SATELLITE: SATELLITE OBSERVATIONS - January 28, 2006
 GN0442
 GN0442  HISTORY     - Date     Condition        Report By
 GN0442  HISTORY     - 1984     MONUMENTED       CGS
 GN0442  HISTORY     - 20060128 GOOD             GEOCAC
 GN0442
 GN0442                          STATION DESCRIPTION
 GN0442
 GN0442'DESCRIBED BY COAST AND GEODETIC SURVEY 1984
 GN0442'THE STATION MARK WAS FOUND ON ITS SIDE AND THE UNDERGROUND MARK WAS
 GN0442'FOUND IN GOOD CONDITION, REFERENCE MARK 1 WAS FOUND HIT SLIGHTLY ON
 GN0442'ONE SIDE BUT STILL SOLID IN THE GROUND AND WAS USED, THE ANGLE
 GN0442'DIFFERENCE FROM THE OLD 1954 DATA AND THE OLD DISTANCE AGREED WITH THE
 GN0442'NEW DATA WHEN CONSIDERING THE SIDE OF THE MONUMENT WHICH WAS HIT.  THE
 GN0442'DIFFERENCE FOR THE ANGLE WAS ALMOST 6 MINUTES AND FOR THE DISTANCE
 GN0442'0.022 M (0.072 FT) , REFERENCE MARK 2 WAS NOT FOUND BUT WOULD HAVE
 GN0442'BEEN OUT IN THE ROADCUT, BM Y 29 WAS RECOVERED IN GOOD CONDITION AND
 GN0442'USED TO ESTABLISH A NEW AZIMUTH MARK, REFERENCE MARK 3, A NEW STATION
 GN0442'MARK, 48+99.00 LS 5221 NMHD, WAS USED AS A REFERENCE MARK, AND
 GN0442'26+99.91 LS 5221 NMHD, WAS USED AS THE NEW AZIMUTH MARK. ROAD
 GN0442'CONSTRUCTION WILL COME NEAR THE STATION WHEN THE NORTHBOUND HIGHWAY
 GN0442'LANES ARE CONSTRUCTED.  A COMPLETELY NEW DESCRIPTION IS GIVEN.
 GN0442' 
 GN0442'THE STATION IS LOCATED ABOUT 8.4 KM (5.20 MI) NORTH NORTHEAST OF
 GN0442'RIVERSIDE, 2.4 KM (1.50 MI) SOUTH OF ALCALDE AND ON THE EAST
 GN0442'RIGHT-OF-WAY OF STATE HIGHWAY 68.  TO REACH THE STATION FROM THE POST
 GN0442'OFFICE IN ESPANOLA, NEW MEXICO ON STATE HIGHWAY 68, GO NORTHEAST ON
 GN0442'HIGHWAY 68 FOR 6.4 KM (3.95 MI) TO THE AZIMUTH MARK ON THE RIGHT.
 GN0442'CONTINUE AHEAD, NORTHEAST, ON THE HIGHWAY FOR 0.6 KM (0.35 MI) TO THE
 GN0442'STATION ON THE RIGHT ON A SMALL RISE.
 GN0442' 
 GN0442'THE STATION IS A STANDARD NGS DISK STAMPED--ALCALDE 1954 1984--, SET
 GN0442'INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES (30 CM) IN
 GN0442'DIAMETER PROJECTING 1 INCH (2 CM) ABOVE THE GROUND LOCATED 143 FT
 GN0442'(43.6 M) E FROM THE CENTERLINE OF THE SOUTHBOUND LANE OF HIGHWAY, 5.5
 GN0442'FT (1.7 M) W FROM THE EASTERN RIGHT-OF-WAY FENCE, 4.8 FT (1.5 M) SSE
 GN0442'FROM A WITNESS POST, AND 4.8 FT (1.5 M) NNE FROM A WITNESS POST.  THE
 GN0442'UNDERGROUND MARK IS A STANDARD CGS DISK STAMPED ALCALDE 1954, SET INTO
 GN0442'AN IRREGULAR MASS OF CONCRETE 3.3 FT (1.0 M) BELOW THE SURFACE.
 GN0442' 
 GN0442'REFERENCE MARK NO 1 IS A STANDARD CGS DISK STAMPED--ALCALDE NO 1
 GN0442'1954--, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 12 INCHES (30
 GN0442'CM) ON SIDE PROJECTING 3 INCHES (7 CM) ABOVE THE GROUND LOCATED 146 FT
 GN0442'(44.5 M) E FROM THE CENTER LINE OF THE SOUTHBOUND LANE OF HIGHWAY, 2.2
 GN0442'FT (0.7 M) W FROM THE EASTERN RIGHT-OF-WAY FENCE, AND 1.5 FT (0.5 M)
 GN0442'NE FROM A WITNESS POST.  THE MARK SEEMS TO SHOW SIGNS OF BEING SCRAPED
 GN0442'BY A BULLDOZER ON ONE CORNER.
 GN0442' 
 GN0442'REFERENCE MARK NO 3 IS A STANDARD NGS DISK STAMPED--ALCALDE 1954 NO 3
 GN0442'1984--, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES (30
 GN0442'CM) IN DIAMETER PROJECTING 2 INCHES (5 CM) ABOVE THE GROUND LOCATED
 GN0442'148 FT (45.1 M) E FROM THE CENTER LINE OF THE SOUTHBOUND LANE OF THE
 GN0442'HIGH, 1.5 FT (0.5 M) S FROM A WITNESS POST, 1.0 FT (0.3 M) W FROM THE
 GN0442'EASTERN RIGHT-OF-WAY FENCE, AND 0.5 FT (15.2 CM) HIGHER THAN THE
 GN0442'STATION.
 GN0442' 
 GN0442'REFERENCE MARK NO 4 IS A STANDARD NMHD DISK STAMPED--48+99.00 LS 5221,
 GN0442'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 6 INCHES (15 CM) IN
 GN0442'DIAMETER, FLUSH WITH GROUND. LOCATED 151 FT (46.0 M) E FROM THE CENTER
 GN0442'LINE OF THE SOUTHBOUND LANE OF HIGHWAY, 2.5 FT (0.8 M) E FROM THE
 GN0442'EASTERN RIGHT-OF-WAY FENCE, AND 1.5 FT (0.5 M) SSE FROM A WITNESS
 GN0442'POST.
 GN0442' 
 GN0442'AZIMUTH MARK NO 2 IS A STANDARD NMHD DISK STAMPED--26+99.91 LS 5221--,
 GN0442'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 6 INCHES (15 CM) IN
 GN0442'DIAMETER FLUSH, WITH GROUND.  LOCATED 150 FT (45.7 M) E FROM THE
 GN0442'CENTER LINE OF THE SOUTHBOUND LANES OF HIGHWAY, 1.5 FT (0.5 M) SSE
 GN0442'FROM A WITNESS POST, AND 1.0 FT (0.3 M) E FROM THE EASTERN
 GN0442'RIGHT-OF-WAY FENCE.  TO REACH THE AZIMUTH MARK FROM THE POST OFFICE AT
 GN0442'ESPANOLA, NEW MEXICO, GO NORTHEAST ON STATE HIGHWAY 68 FOR 6.4 KM
 GN0442'(3.95 MI) TO THE AZIMUTH MARK ON THE RIGHT.
 GN0442
 GN0442                          STATION RECOVERY (2006)
 GN0442
 GN0442'RECOVERY NOTE BY GEOCACHING 2006 (RED)
 GN0442'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0432 ***********************************************************************
 ER0432  DESIGNATION -  ALEGROS
 ER0432  PID         -  ER0432
 ER0432  STATE/COUNTY-  NM/CATRON
 ER0432  USGS QUAD   -  ALEGRES MOUNTAIN (1981)
 ER0432
 ER0432                         *CURRENT SURVEY CONTROL
 ER0432  ___________________________________________________________________
 ER0432* NAD 83(1992)-  34 09 26.68611(N)    108 11 21.54464(W)     ADJUSTED  
 ER0432* NAVD 88     -      3118.8    (meters)   10232.     (feet)  VERTCON   
 ER0432  ___________________________________________________________________
 ER0432  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 ER0432  GEOID HEIGHT-         -21.40  (meters)                     GEOID03
 ER0432
 ER0432  HORZ ORDER  -  FIRST
 ER0432
 ER0432.The horizontal coordinates were established by classical geodetic methods
 ER0432.and adjusted by the National Geodetic Survey in December 1993..
 ER0432
 ER0432.The NAVD 88 height was computed by applying the VERTCON shift value to
 ER0432.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ER0432
 ER0432.The Laplace correction was computed from DEFLEC99 derived deflections.
 ER0432
 ER0432.The geoid height was determined by GEOID03.
 ER0432
 ER0432;                    North         East     Units Scale Factor Converg.
 ER0432;SPC NM W     -   350,176.021   797,175.882   MT  0.99992994   -0 11 59.6
 ER0432;SPC NM W     - 1,148,869.16  2,615,401.21   sFT  0.99992994   -0 11 59.6
 ER0432;UTM  12      - 3,783,180.022   759,119.339   MT  1.00042774   +1 34 44.4
 ER0432
 ER0432!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ER0432!SPC NM W     -   0.99951400  x   0.99992994  =   0.99944398
 ER0432!UTM  12      -   0.99951400  x   1.00042774  =   0.99994154
 ER0432
 ER0432:                Primary Azimuth Mark                     Grid Az
 ER0432:SPC NM W     -  HIGHEST HILL                             012 44 11.1
 ER0432:UTM  12      -  HIGHEST HILL                             010 57 27.1
 ER0432
 ER0432|---------------------------------------------------------------------|
 ER0432| PID    Reference Object                     Distance      Geod. Az  |
 ER0432|                                                           dddmmss.s |
 ER0432| FO1642 HIGHEST HILL                        APPROX.98.5 KM 0123211.5 |
 ER0432| ER0433 ALEGROS MTN N END ROCK CAIRN        432.348 METERS 0412059.3 |
 ER0432| EQ1053 MADRE MOUNTAIN PEAK                 APPROX.31.7 KM 0602516.0 |
 ER0432| CD1501 ALEGROS AZ MK                                      0884149.5 |
 ER0432| EQ1050 SOUTH CROSBY PEAK                   APPROX.24.1 KM 1042929.5 |
 ER0432| CD1502 ALEGROS RM                           22.755 METERS 21930     |
 ER0432| ER0437 PUTNAMS RANCH WINDMILL              APPROX.18.1 KM 3280859.5 |
 ER0432| CD1503 ALEGROS RM 2                          7.854 METERS 33006     |
 ER0432| ER0429 HIGHER OF TWO SHARP BUTTES          APPROX.47.3 KM 3462657.0 |
 ER0432|---------------------------------------------------------------------|
 ER0432
 ER0432                          SUPERSEDED SURVEY CONTROL
 ER0432
 ER0432  NAD 83(1986)-  34 09 26.68865(N)    108 11 21.54870(W) AD(       ) 1
 ER0432  NAD 27      -  34 09 26.48109(N)    108 11 19.31861(W) AD(       ) 1
 ER0432  NGVD 29 (07/19/86) 3117.7    (m)        10229.     (f) VERT ANG       
 ER0432
 ER0432.Superseded values are not recommended for survey control.
 ER0432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0432.See file dsdata.txt to determine how the superseded data were derived.
 ER0432
 ER0432_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYC5911983180(NAD 83)
 ER0432_MARKER: DS = TRIANGULATION STATION DISK
 ER0432_SETTING: 66 = SET IN ROCK OUTCROP
 ER0432
 ER0432  HISTORY     - Date     Condition        Report By
 ER0432  HISTORY     - 1920     MONUMENTED       CGS
 ER0432  HISTORY     - 1945     GOOD             CGS
 ER0432
 ER0432                          STATION DESCRIPTION
 ER0432
 ER0432'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (CLG)
 ER0432'STATION IS ON TOP OF AL EGROS MOUNTAIN, BETWEEN THE TOWNS OF
 ER0432'DATIL AND MANGAS, AND 10 MILES E OF MANGAS.  THE TOP OF THE
 ER0432'MOUNTAIN IS A LAVA RIDGE EXTENDING N AND S BROADENING AT THE
 ER0432'S END TO A MESA ABOUT 200 YARDS WIDE.  THE STATION IS MIDWAY
 ER0432'ALONG THE TOP OF THE RIDGE, IN THE MIDDLE OF A SMALL, FLAT,
 ER0432'GRASSY AREA.  THE STATION MARK IS STAMPED 1919 BUT WAS NOT
 ER0432'OCCUPIED UNTIL 1920.
 ER0432'
 ER0432'STATION MARK AND REFERENCE MARK ARE BRONZE DISKS CEMENTED INTO
 ER0432'SOLID ROCK.
 ER0432'
 ER0432'REFERENCE MARK IS 22.755 METERS (74.66 FEET) FROM THE STATION
 ER0432'S 39 DEG 30 MIN W.
 ER0432'
 ER0432'ROCK CAIRN ON N END OF AL EGROS MOUNTAIN IS 432.5 METERS (1,419
 ER0432'FEET) NE OF STATION.
 ER0432
 ER0432                          STATION RECOVERY (1945)
 ER0432
 ER0432'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (RAM)
 ER0432'STATION IS ON TOP OF AL EGROS MOUNTAIN WHICH, BY APPROXIMATE
 ER0432'AIR-LINE DISTANCES, IS LOCATED 20 MILES W OF DATIL AND 9 MILES
 ER0432'SSW OF PIE TOWN.  THE TOP OF THE MOUNTAIN IS A ROCKY RIDGE
 ER0432'EXTENDING NE AND SW (RATHER THAN N AND S AS DESCRIBED IN THE
 ER0432'PUBLISHED DESCRIPTION) AND BROADENING AT THE SW END TO A MESA
 ER0432'ABOUT 200 YARDS WIDE.  THE STATION IS MIDWAY ALONG THE TOP OF
 ER0432'THE RIDGE, IN THE MIDDLE OF A SMALL, FLAT, GRASSY AREA WHICH IS
 ER0432'LOWER THAN THE NE END OF THE RIDGE BUT HIGHER THAN THE SW
 ER0432'END.
 ER0432'
 ER0432'TO REACH THE STATION FROM THE POST OFFICE IN PIE TOWN, CROSS
 ER0432'THE HIGHWAY AND GO S ON A GRAVEL ROAD 0.1 MILE TO A CROSS ROAD,
 ER0432'TURN RIGHT FOR 0.3 MILE, THENCE TURN LEFT ON A GRADED GRAVEL
 ER0432'ROAD AND FOLLOW IT S 6.3 MILES TO A FORK JUST BEFORE A CATTLE
 ER0432'GUARD.  TAKE THE LEFT FORK AND CONTINUE 1.6 MILES TO A ROAD
 ER0432'RIGHT JUST PAST ANOTHER CATTLE GUARD.  TURN RIGHT AND CONTINUE
 ER0432'0.8 MILE, PASSING OVER A CATTLE GUARD AND BETWEEN PLOWED
 ER0432'FIELDS, TO A GATE.  CONTINUE 0.1 MILE THROUGH GATE TO A TRACK
 ER0432'ROAD LEFT, PASSING TO THE LEFT OF A WINDMILL.  TURN LEFT
 ER0432'ON THE TRACK ROAD FOR 0.2 MILE, KEEP THE LEFT FORK FOR
 ER0432'0.6 MILE, THENCE TAKE ANOTHER LEFT FORK FOR 0.6 MILE
 ER0432'FARTHER TO A BACK LEFT FORK JUST BEFORE REACHING A SMALL
 ER0432'CABIN.  TURN BACK TO THE LEFT AND FOLLOW THE STEEP AND ROUGH
 ER0432'ROAD FOR 1.5 MILES TO THE END OF TRUCK TRAVEL AT AN
 ER0432'ABANDONED SAWMILL SITE.  FROM HERE PACK W ALONG TRAIL AND
 ER0432'FENCE LINE FOR ABOUT 1/4 MILE, THEN GO LEFT AND PACK S
 ER0432'ALONG BLAZED TREES UP THE STEEP SLOPE ABOUT 1/4 MILE TO A
 ER0432'SADDLE.  TURN RIGHT AND GO SW ALONG BLAZES UP THE STEEP SLOPE
 ER0432'NEARLY TO CLIFFS NEAR THE TOP AND ANGLING TO THE RIGHT
 ER0432'ACROSS A LOOSE ROCK SLIDE.  PICK UP TRAIL HERE AND FOLLOW
 ER0432'BLAZES W FOR ABOUT A MILE, SIDE-HILLING AROUND TO THE W
 ER0432'SIDE OF THE MOUNTAIN, THENCE BEAR LEFT (SE) UP THE SLOPE
 ER0432'TO THE SADDLE ON TOP OF THE MOUNTAIN.  GO SW ALONG THE RIDGE
 ER0432'FOR 1/8 MILE TO THE STATION.
 ER0432'
 ER0432'STATION MARK, WHICH IS A BRONZE STATION DISK STAMPED ALEGROS
 ER0432'1919, IS SET IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH
 ER0432'PROJECTS ABOUT 7 INCHES ABOVE THE GROUND.  IT IS LOCATED ABOUT
 ER0432'1/4 MILE SW OF THE HIGHEST POINT OF THE MOUNTAIN.
 ER0432'
 ER0432'REFERENCE MARK 1, WHICH IS A BRONZE REFERENCE DISK STAMPED
 ER0432'ALEGROS 1919, IS SET IN A DRILL HOLE IN OUTCROPPING BEDROCK
 ER0432'WHICH PROJECTS ABOUT 1/2 FOOT ABOVE THE GROUND.  IT IS LOCATED
 ER0432'SW OF THE STATION AND ABOUT 1 FOOT HIGHER.
 ER0432'
 ER0432'REFERENCE MARK 2, WHICH IS A BRONZE REFERENCE DISK STAMPED
 ER0432'ALEGROS NO 2 1945, IS SET IN A DRILL HOLE IN OUTCROPPING BEDROCK
 ER0432'WHICH PROJECTS ABOUT 4 INCHES ABOVE THE GROUND.  IT IS LOCATED
 ER0432'NNW OF THE STATION AND ABOUT 3 FEET LOWER.
 ER0432'
 ER0432'AZIMUTH MARK, WHICH IS A BRONZE AZIMUTH DISK STAMPED ALEGROS
 ER0432'1945, IS SET IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH
 ER0432'PROJECTS ABOUT 5 FEET ABOVE THE GROUND.  IT IS LOCATED E OF
 ER0432'THE STATION, ON THE W SLOPE OF A HILL WHICH IS SEPARATED FROM THE
 ER0432'STATION BY A LOWER SADDLE.  IT IS ABOUT 75 FEET BELOW THE TOP
 ER0432'OF THE SMALL HILL AND 4 FEET NW OF A 3-FOOT ROCK CAIRN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0433 ***********************************************************************
 ER0433  DESIGNATION -  ALEGROS MTN N END ROCK CAIRN
 ER0433  PID         -  ER0433
 ER0433  STATE/COUNTY-  NM/CATRON
 ER0433  USGS QUAD   -  ALEGRES MOUNTAIN (1981)
 ER0433
 ER0433                         *CURRENT SURVEY CONTROL
 ER0433  ___________________________________________________________________
 ER0433* NAD 83(1992)-  34 09 37.21931(N)    108 11 10.39327(W)     ADJUSTED  
 ER0433* NAVD 88     -                                                        
 ER0433  ___________________________________________________________________
 ER0433  LAPLACE CORR-          -0.32  (seconds)                    DEFLEC99
 ER0433  GEOID HEIGHT-         -21.39  (meters)                     GEOID03
 ER0433
 ER0433  HORZ ORDER  -  THIRD
 ER0433
 ER0433.The horizontal coordinates were established by classical geodetic methods
 ER0433.and adjusted by the National Geodetic Survey in December 1993..
 ER0433
 ER0433
 ER0433.The Laplace correction was computed from DEFLEC99 derived deflections.
 ER0433
 ER0433.The geoid height was determined by GEOID03.
 ER0433
 ER0433;                    North         East     Units Scale Factor Converg.
 ER0433;SPC NM W     -   350,499.559   797,462.625   MT  0.99992971   -0 11 53.3
 ER0433;SPC NM W     - 1,149,930.64  2,616,341.96   sFT  0.99992971   -0 11 53.3
 ER0433;UTM  12      - 3,783,512.472   759,396.038   MT  1.00042951   +1 34 51.1
 ER0433
 ER0433                          SUPERSEDED SURVEY CONTROL
 ER0433
 ER0433  NAD 83(1986)-  34 09 37.22129(N)    108 11 10.39708(W) AD(       ) 4
 ER0433  NAD 27      -  34 09 37.01588(N)    108 11 08.15670(W) AD(       ) 3
 ER0433
 ER0433.Superseded values are not recommended for survey control.
 ER0433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0433.See file dsdata.txt to determine how the superseded data were derived.
 ER0433
 ER0433_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYC5939683512(NAD 83)
 ER0433
 ER0433  HISTORY     - Date     Condition        Report By
 ER0433  HISTORY     - 1920     FIRST OBSERVED   CGS
 ER0433
 ER0433                          STATION DESCRIPTION
 ER0433
 ER0433'DESCRIBED BY COAST AND GEODETIC SURVEY 1920 (CLG)
 ER0433'THIS POINT IS 432.5 METERS (1,419 FEET) FROM TRIANGULATION
 ER0433'STATION ALEGROS (SEE GEOGRAPHIC POSITION AND DESCRIPTION THEREOF)
 ER0433'N 41 DEG 21 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1608 ***********************************************************************
 FO1608  DESIGNATION -  ALEJAN
 FO1608  PID         -  FO1608
 FO1608  STATE/COUNTY-  NM/MCKINLEY
 FO1608  USGS QUAD   -  EL DADO MESA (1966)
 FO1608
 FO1608                         *CURRENT SURVEY CONTROL
 FO1608  ___________________________________________________________________
 FO1608* NAD 83(1992)-  35 23 44.44431(N)    107 28 00.83863(W)     ADJUSTED  
 FO1608* NAVD 88     -      2794.7    (meters)    9169.     (feet)  VERTCON   
 FO1608  ___________________________________________________________________
 FO1608  LAPLACE CORR-           1.50  (seconds)                    DEFLEC99
 FO1608  GEOID HEIGHT-         -19.99  (meters)                     GEOID03
 FO1608
 FO1608  HORZ ORDER  -  THIRD
 FO1608
 FO1608.The horizontal coordinates were established by classical geodetic methods
 FO1608.and adjusted by the National Geodetic Survey in December 1993..
 FO1608
 FO1608.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1608.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1608
 FO1608.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1608
 FO1608.The geoid height was determined by GEOID03.
 FO1608
 FO1608;                    North         East     Units Scale Factor Converg.
 FO1608;SPC NM W     -   487,537.894   863,286.540   MT  0.99993032   +0 12 44.1
 FO1608;SPC NM W     - 1,599,530.57  2,832,299.26   sFT  0.99993032   +0 12 44.1
 FO1608;UTM  13      - 3,919,718.464   275,957.359   MT  1.00021862   -1 25 46.1
 FO1608
 FO1608!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1608!SPC NM W     -   0.99956468  x   0.99993032  =   0.99949503
 FO1608!UTM  13      -   0.99956468  x   1.00021862  =   0.99978320
 FO1608
 FO1608:                Primary Azimuth Mark                     Grid Az
 FO1608:SPC NM W     -  ALEJAN AZ MK                             032 48 03.1
 FO1608:UTM  13      -  ALEJAN AZ MK                             034 26 33.3
 FO1608
 FO1608|---------------------------------------------------------------------|
 FO1608| PID    Reference Object                     Distance      Geod. Az  |
 FO1608|                                                           dddmmss.s |
 FO1608| CD3929 ALEJAN AZ MK                                       0330047.2 |
 FO1608| CD3930 ALEJAN RM 1                           7.980 METERS 03923     |
 FO1608| CD3931 ALEJAN RM 2                           8.137 METERS 14514     |
 FO1608| FO1610 CERRO ALESNA CAIRN                  APPROX.11.8 KM 3113857.7 |
 FO1608|---------------------------------------------------------------------|
 FO1608
 FO1608                          SUPERSEDED SURVEY CONTROL
 FO1608
 FO1608  NAD 83(1986)-  35 23 44.44519(N)    107 28 00.84143(W) AD(       ) 3
 FO1608  NAD 27      -  35 23 44.32870(N)    107 27 58.65760(W) AD(       ) 3
 FO1608  NGVD 29 (07/19/86) 2793.4    (m)         9165.     (f) VERT ANG       
 FO1608
 FO1608.Superseded values are not recommended for survey control.
 FO1608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1608.See file dsdata.txt to determine how the superseded data were derived.
 FO1608
 FO1608_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBV7595719718(NAD 83)
 FO1608_MARKER: DS = TRIANGULATION STATION DISK
 FO1608_SETTING: 80 = SET IN A BOULDER
 FO1608_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 FO1608
 FO1608  HISTORY     - Date     Condition        Report By
 FO1608  HISTORY     - 1958     MONUMENTED       CGS
 FO1608
 FO1608                          STATION DESCRIPTION
 FO1608
 FO1608'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RLE)
 FO1608'THE STATION IS LOCATED ON A ROUNDED RIDGE THAT HAS 6 CAIRNS
 FO1608'ON ITS CREST AND PATCHES OF SCRUB OAK ON THE SLOPES, ABOUT 11
 FO1608'MILES NORTHEAST OF SAN MATEO.  THE MARK IS ON THE HIGHEST POINT
 FO1608'OF THE RIDGE, 28 FEET WEST OF A CAIRN WITH A POLE IN IT AND
 FO1608'15 FEET SOUTH OF ANOTHER CAIRN.  IT IS SET IN A BOULDER THAT
 FO1608'PROJECTS 8 INCHES AND IS STAMPED ALEJAN 1958.
 FO1608'
 FO1608'REFERENCE MARK NO. 1 IS 32 FEET NORTH-NORTHWEST OF A CAIRN
 FO1608'WITH A POLE IN IT AND 16 FEET NORTHEAST OF ANOTHER CAIRN.
 FO1608'THE MARK IS SET IN BOULDER THAT PROJECTS 6 INCHES AND IS
 FO1608'STAMPED ALEJAN NO 1 1958.
 FO1608'
 FO1608'REFERENCE MARK NO. 2 IS 14 FEET SOUTH-SOUTHWEST OF A CAIRN
 FO1608'WITH A POLE IN IT.  THE MARK IS SET IN A BOULDER THAT PROJECTS
 FO1608'6 INCHES AND IS STAMPED ALEJAN NO 2 1958.
 FO1608'
 FO1608'THE AZIMUTH MARK IS A STANDARD AZIMUTH MARK DISK WELDED TO THE
 FO1608'TOP OF A 2-INCH GALVANIZED PIPE THAT PROJECTS 8 INCHES.  IT
 FO1608'IS ON THE SOUTH SLOPE OF A HILL, ABOUT 300 FEET SOUTH OF SOME
 FO1608'ROCK OUTCROP, 185 FEET NORTH OF THE CENTER OF A TRACK ROAD, 100
 FO1608'FEET WEST OF A PATCH OF SCRUB OAK AND 2 FEET WEST-NORTHWEST
 FO1608'OF A WITNESS POST.  THE MARK IS STAMPED ALEJAN 1958.
 FO1608'
 FO1608'TO REACH THE STATION FROM THE NEW SCHOOL BUILDING IN THE
 FO1608'NORTH EDGE OF SAN MATEO, GO NORTH ON GRADED ROAD FOR 0.3 MILE
 FO1608'TO A SIDE ROAD RIGHT AND SIGN (LOS INDIOS) TURN RIGHT, AS PER
 FO1608'SIGN, AND GO EASTERLY ON WINDING GRADED ROAD FOR 2.5 MILES TO A
 FO1608'SIDE ROAD LEFT, CONTINUE AHEAD ON GRADED ROAD FOR 0.85 MILE TO A
 FO1608'CATTLE GUARD, CROSS CATTLE GUARD AND CONTINUE ON GRADED ROAD FOR
 FO1608'0.4 MILE TO A SIDE ROAD LEFT AND SIGN (SAN LUCAS SPRING)
 FO1608'CONTINUE STRAIGHT AHEAD ON GRADED ROAD FOR 0.15 MILE TO A FORK
 FO1608'AND SIGN (LOS INDIOS) TAKE LEFT FORK, AS PER SIGN, FOR 0.9
 FO1608'MILE TO A FORK AND SIGN (COLORADO CANYON) TAKE LEFT FORK,
 FO1608'STRAIGHT AHEAD, FOR 0.6 MILE TO A FORK AND SIGN (LOS INDIOS) TAKE
 FO1608'LEFT FORK, AS PER SIGN, FOR 1.95 MILES TO A FORK AND SIGN
 FO1608'(LOS INDIOS) TAKE LEFT FORK, AS PER SIGN, AND FOLLOW TRACK ROAD
 FO1608'FOR 0.55 MILE TO A WOODEN CATTLE GUARD, CROSS CATTLE GUARD AND
 FO1608'CONTINUE ON TRACK ROAD FOR ABOUT 100 FEET TO A FORK AND SIGN (LOS
 FO1608'INDIOS) TAKE LEFT FORK, AS PER SIGN, FOR 0.1 MILE TO A
 FO1608'FORK, TAKE LEFT FORK AND CONTINUE STRAIGHT AHEAD ON TRACK
 FO1608'ROAD FOR 0.1 MILE TO A CROSSROAD, CONTINUE STRAIGHT AHEAD
 FO1608'FOR 0.6 MILE TO A CROSSROAD, CONTINUE STRAIGHT AHEAD FOR 0.15
 FO1608'MILE TO A CROSSROAD UNDER A POWERLINE, CONTINUE STRAIGHT
 FO1608'AHEAD ON TRACK ROAD FOR 2.25 MILES TO A WOODEN CATTLE
 FO1608'GUARD, SIDE ROAD LEFT AND SIGN (HOOT OWL TANK) CROSS CATTLE
 FO1608'GUARD AND CONTINUE STRAIGHT AHEAD ON TRACK ROAD FOR 2.6 MILES TO
 FO1608'A CROSSROAD, TURN RIGHT AND PASS BETWEEN OLD CABIN AND
 FO1608'CORRALS, AND FOLLOW TRACK ROAD FOR 2.15 MILES TO POINT WHERE
 FO1608'ROAD GOES OVER A LOW SADDLE BETWEEN TWO HILLS AND THE
 FO1608'AZIMUTH MARK ON LEFT AS DESCRIBED.  HERE, TURN RIGHT AND GO
 FO1608'CROSS-COUNTRY, SOUTHERLY, ABOUT 0.5 MILE TO THE END OF
 FO1608'TRUCK TRAVEL ON THE SIDE OF A HILL, THEN PACK SOUTHERLY ABOUT
 FO1608'20 MINUTES TO THE HIGHEST POINT AND STATION AS DESCRIBED.
 FO1608'
 FO1608'HEIGHT OF LIGHT ABOVE STATION MARK 1.68 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0811 ***********************************************************************
 CX0811  DESIGNATION -  ALEMAN
 CX0811  PID         -  CX0811
 CX0811  STATE/COUNTY-  NM/SIERRA
 CX0811  USGS QUAD   -  UPHAM (1985)
 CX0811
 CX0811                         *CURRENT SURVEY CONTROL
 CX0811  ___________________________________________________________________
 CX0811* NAD 83(1992)-  32 59 58.56608(N)    107 00 12.62705(W)     ADJUSTED  
 CX0811* NAVD 88     -      1423.348  (meters)    4669.77   (feet)  ADJUSTED  
 CX0811  ___________________________________________________________________
 CX0811  LAPLACE CORR-           0.50  (seconds)                    DEFLEC99
 CX0811  GEOID HEIGHT-         -23.14  (meters)                     GEOID03
 CX0811  DYNAMIC HT  -        1421.259 (meters)    4662.91  (feet)  COMP
 CX0811  MODELED GRAV-     979,121.0   (mgal)                       NAVD 88
 CX0811
 CX0811  HORZ ORDER  -  SECOND
 CX0811  VERT ORDER  -  FIRST     CLASS II
 CX0811
 CX0811.The horizontal coordinates were established by classical geodetic methods
 CX0811.and adjusted by the National Geodetic Survey in December 1993..
 CX0811
 CX0811.The orthometric height was determined by differential leveling
 CX0811.and adjusted by the National Geodetic Survey in June 1991..
 CX0811
 CX0811.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX0811
 CX0811.The geoid height was determined by GEOID03.
 CX0811
 CX0811.The dynamic height is computed by dividing the NAVD 88
 CX0811.geopotential number by the normal gravity value computed on the
 CX0811.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0811.degrees latitude (g = 980.6199 gals.).
 CX0811
 CX0811.The modeled gravity was interpolated from observed gravity values.
 CX0811
 CX0811;                    North         East     Units Scale Factor Converg.
 CX0811;SPC NM W     -   222,016.919   907,544.888   MT  0.99999078   +0 27 07.1
 CX0811;SPC NM W     -   728,400.51  2,977,503.52   sFT  0.99999078   +0 27 07.1
 CX0811;UTM  13      - 3,653,025.575   312,824.196   MT  1.00003199   -1 05 29.4
 CX0811
 CX0811!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX0811!SPC NM W     -   0.99978021  x   0.99999078  =   0.99977100
 CX0811!UTM  13      -   0.99978021  x   1.00003199  =   0.99981220
 CX0811
 CX0811:                Primary Azimuth Mark                     Grid Az
 CX0811:SPC NM W     -  AIRWAY BCN 10 2.5 MI E ENGLE             004 01 40.4
 CX0811:UTM  13      -  AIRWAY BCN 10 2.5 MI E ENGLE             005 34 16.9
 CX0811
 CX0811|---------------------------------------------------------------------|
 CX0811| PID    Reference Object                     Distance      Geod. Az  |
 CX0811|                                                           dddmmss.s |
 CX0811| DS1244 AIRWAY BCN 10 2.5 MI E ENGLE        APPROX.20.1 KM 0042847.5 |
 CX0811| CX0813 ALEMAN RM 2                          20.034 METERS 08712     |
 CX0811| CX1741 AWY BCN 6 18 MI E OF RINCON         APPROX.46.2 KM 1493502.4 |
 CX0811| CX0814 ALEMAN AZ MK                                       1551326.2 |
 CX0811| CX0812 ALEMAN RM 1                          20.930 METERS 35506     |
 CX0811|---------------------------------------------------------------------|
 CX0811
 CX0811                          SUPERSEDED SURVEY CONTROL
 CX0811
 CX0811  NAD 83(1986)-  32 59 58.57390(N)    107 00 12.63322(W) AD(       ) 2
 CX0811  NAD 27      -  32 59 58.30566(N)    107 00 10.56061(W) AD(       ) 2
 CX0811  NGVD 29 (??/??/92) 1422.734  (m)         4667.75   (f) ADJ UNCH    1 2
 CX0811
 CX0811.Superseded values are not recommended for survey control.
 CX0811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0811.See file dsdata.txt to determine how the superseded data were derived.
 CX0811
 CX0811_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS1282453026(NAD 83)
 CX0811_MARKER: DS = TRIANGULATION STATION DISK
 CX0811_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX0811_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CX0811_STAMPING: ALEMAN 1936
 CX0811_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX0811+STABILITY: SURFACE MOTION
 CX0811
 CX0811  HISTORY     - Date     Condition        Report By
 CX0811  HISTORY     - 1936     MONUMENTED       CGS
 CX0811  HISTORY     - 1943     GOOD             CGS
 CX0811  HISTORY     - 1952     GOOD             CGS
 CX0811  HISTORY     - 1952     GOOD             NGS
 CX0811  HISTORY     - 1953     GOOD             CGS
 CX0811
 CX0811                          STATION DESCRIPTION
 CX0811
 CX0811'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (WRP)
 CX0811'THE STATION IS 32 MILES BY ROAD N BY E FROM HATCH, 8.2 MILES N
 CX0811'BY E FROM THE UPHAM RAILROAD DEPOT, 0.1 MILE E OF THE
 CX0811'RINCON-CUTTER TRACK ROAD, 0.5 MILE N OF A RANCH HOUSE, ON THE
 CX0811'HIGHEST POINT OF A SLIGHT RISE, AND 18 FEET W OF A DIM TRACK
 CX0811'ROAD.
 CX0811'
 CX0811'TO REACH FROM THE UPHAM RAILROAD DEPOT, GO N ON THE RINCON-CUTTER
 CX0811'TRACK ROAD ALONG THE E SIDE OF THE RAILROAD TRACKS 7.8 MILES
 CX0811'TO A RANCH HOUSE, CONTINUE N THROUGH CATTLE GUARD TO THE E SIDE
 CX0811'OF HOUSE AND THEN GO 0.4 MILE, TAKE THE RIGHT, DIM FORK AND GO
 CX0811'0.1 MILE TO THE STATION.
 CX0811'
 CX0811'THE STATION, UNDERGROUND, AZIMUTH AND REFERENCE MARKS ARE
 CX0811'BRONZE DISKS SET IN CONCRETE.
 CX0811'
 CX0811'REFERENCE MARK 1 IS 36 FEET WNW OF A DIM TRACK ROAD, 20.932
 CX0811'M. (68.67 FEET) FROM THE STATION,
 CX0811'AND REFERENCE MARK 2 IS 20.038 METERS (65.74 FEET) FROM THE
 CX0811'STATION.
 CX0811'
 CX0811'THE AZIMUTH MARK IS 100 YARDS N OF A WINDMILL AND EARTH TANK,
 CX0811'30 FEET W OF A TRACK ROAD, AND 0.25 MILE FROM THE STATION.
 CX0811
 CX0811                          STATION RECOVERY (1943)
 CX0811
 CX0811'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (EHB)
 CX0811'ALL MARKS RECOVERED IN GOOD CONDITION.
 CX0811'
 CX0811'THE STATION IS LOCATED ON A SLIGHT RISE 23 MILES N BY E
 CX0811'FROM RINCON, ABOUT 6 MILES S OF CUTTER, 0.5 MILE N OF ALEMAN
 CX0811'RANCH BUILDINGS AND 0.1 MILE E OF RINCON-CUTTER ROAD.
 CX0811'
 CX0811'TO REACH FROM THE POST OFFICE IN RINCON, GO 2.7 MILES TO FORKS
 CX0811'AT TOP OF HILL.  TAKE LEFT FORK 0.1 MILE.  THENCE LEFT
 CX0811'FORK 4.3 MILES TO WHERE A ROAD COMES IN FROM THE S JUST BEFORE
 CX0811'REACHING CATTLE GUARD.  CONTINUE N ON MAIN ROAD 11 MILES TO
 CX0811'UPHAM RAILROAD STATION ON THE LEFT.  CONTINUE N ALONG E SIDE OF
 CX0811'RAILROAD 7.8 MILES TO ALEMAN RANCH BUILDINGS.  PASS TO THE E
 CX0811'OF BUILDINGS AND CONTINUE N 0.5 MILE.  TURN RIGHT OFF ROAD
 CX0811'AND GO E 0.1 MILE TO HIGH POINT OF RISE AND STATION.
 CX0811'
 CX0811'THE STATION MARK IS A BRONZE STATION DISK SET IN THE TOP OF
 CX0811'A CONCRETE POST WHICH PROJECTS ABOUT 8 INCHES ABOVE
 CX0811'GROUND.  STAMPED ALEMAN 1936.
 CX0811'
 CX0811'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN THE TOP OF A
 CX0811'CONCRETE POST WHICH PROJECTS ABOUT 8 INCHES ABOVE
 CX0811'GROUND.  STAMPED ALEMAN NO 1 1936.
 CX0811'
 CX0811'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN THE TOP OF A
 CX0811'CONCRETE POST WHICH PROJECTS ABOUT 1 FOOT ABOVE
 CX0811'GROUND.  STAMPED ALEMAN NO 2 1936.
 CX0811'
 CX0811'THE AZIMUTH MARK IS ABOUT 0.4 MILE SSE OF THE STATION, ABOUT 0.1
 CX0811'MILE NW OF RANCH BUILDINGS AND ABOUT 100 FEET NW OF A STONE-FRAMED
 CX0811'CCC CAMP SIGN.  IT IS A BRONZE AZIMUTH DISK SET IN THE TOP
 CX0811'OF A CONCRETE POST PROJECTING ABOUT 14 INCHES ABOVE GROUND.
 CX0811'IT IS STAMPED ALEMAN 1936.
 CX0811'
 CX0811'A 4-FOOT WOOD STAND WAS USED FOR OBSERVATIONS.
 CX0811
 CX0811                          STATION RECOVERY (1952)
 CX0811
 CX0811'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952
 CX0811'11.8 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 CX0811'FROM THE STATION AT ENGLE, THENCE 0.75 MILE SOUTHEAST ALONG A
 CX0811'GRADED DIRT ROAD, 0.4 MILE NORTHWEST OF A RANCH HOUSE, 400 FEET
 CX0811'NORTHEAST OF THE CENTER LINE OF THE ROAD, 21 FEET WEST OF THE
 CX0811'CENTER LINE OF A DIM TRACK ROAD, 7 FEET EAST OF A WITNESS POST,
 CX0811'A TRIANGULATION STATION DISK SET IN THE TOP OF A CONCRETE POST
 CX0811'WHICH PROJECTS 0.7 FOOT ABOVE THE GROUND, STAMPED ALEMAN 1936.
 CX0811'
 CX0811'ALEMAN R.M. 1 IS 68.8 FEET NORTH OF TRIANGULATION STATION
 CX0811'ALEMAN 1936, 469 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD,
 CX0811'42 FEET WEST OF THE CENTER LINE OF A DIM TRACK ROAD, 3 FEET
 CX0811'NORTHEAST OF A WITNESS POST, A REFERENCE MARK DISK SET IN THE
 CX0811'TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND,
 CX0811'STAMPED ALEMAN NO 1 1936.
 CX0811'
 CX0811'ALEMAN R.M. 2 IS 65.8 FEET EAST OF TRIANGULATION STATION ALEMAN
 CX0811'1936, 40 FEET EAST OF THE CENTER LINE OF A DIM TRACK ROAD, 466
 CX0811'FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, A REFERENCE
 CX0811'MARK DISK SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 CX0811'0.8 FOOT ABOVE THE GROUND, STAMPED ALEMAN NO 2 1936.
 CX0811'
 CX0811'ALEMAN 1936 AZIMUTH IS 0.35 MILE SOUTHEAST OF TRIANGULATION
 CX0811'STATION ALEMAN 1936, 400 FEET NORTHWEST OF A RANCH HOUSE, 100
 CX0811'YARDS NORTHWEST OF 2 WINDMILLS, 58 FEET WEST OF A SMALL ROCK
 CX0811'MONUMENT, 44.4 FEET NORTHEAST OF A FENCE, 1 FOOT SOUTHEAST
 CX0811'OF A WITNESS POST, AN AZIMUTH MARK DISK SET IN THE TOP OF A
 CX0811'CONCRETE POST WHICH PROJECTS 1.0 FOOT ABOVE THE GROUND, STAMPED
 CX0811'ALEMAN 1936.
 CX0811
 CX0811                          STATION RECOVERY (1952)
 CX0811
 CX0811'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 CX0811'12.55 MI S FROM ENGLE.
 CX0811'11.8 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD FROM
 CX0811'THE STATION AT ENGLE, THENCE 0.75 MILE SOUTHEAST ALONG A GRADED DIRT
 CX0811'ROAD, 0.4 MILE NORTHWEST OF A RANCH HOUSE, 400 FEET NORTHEAST OF THE
 CX0811'CENTER LINE OF THE ROAD, 21 FEET WEST OF THE CENTER LINE OF A TRACK
 CX0811'ROAD, 7 FEET EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 CX0811'WHICH PROJECTS 0.7 FOOT ABOVE THE GROUND.
 CX0811
 CX0811                          STATION RECOVERY (1953)
 CX0811
 CX0811'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (LBO)
 CX0811'ALL MARKS RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD
 CX0811'CONDITION.  TO REACH THE STATION FROM ENGLE, GO SOUTH ON GRADED
 CX0811'DIRT ROAD ALONG EAST SIDE OF RAILROAD TRACKS 8.5 MILES TO
 CX0811'RAILROAD WATER TANK AND SECTION HOUSE AT CUTTER.  CONTINUE
 CX0811'SOUTH ALONG EAST SIDE OF RAILROAD FOR 4.55 MILES TO TOP OF
 CX0811'SLIGHT RISE.  TURN LEFT AND DRIVE EASTERLY ACROSS COUNTRY FOR
 CX0811'ABOUT 0.1 MILE TO STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0814 ***********************************************************************
 CX0814  DESIGNATION -  ALEMAN AZ MK
 CX0814  PID         -  CX0814
 CX0814  STATE/COUNTY-  NM/SIERRA
 CX0814  USGS QUAD   -  UPHAM (1985)
 CX0814
 CX0814                         *CURRENT SURVEY CONTROL
 CX0814  ___________________________________________________________________
 CX0814* NAD 83(1986)-  32 59 41.     (N)    107 00 02.     (W)     SCALED    
 CX0814* NAVD 88     -      1419.308  (meters)    4656.51   (feet)  ADJUSTED  
 CX0814  ___________________________________________________________________
 CX0814  GEOID HEIGHT-         -23.15  (meters)                     GEOID03
 CX0814  DYNAMIC HT  -        1417.226 (meters)    4649.68  (feet)  COMP
 CX0814  MODELED GRAV-     979,121.3   (mgal)                       NAVD 88
 CX0814
 CX0814  VERT ORDER  -  FIRST     CLASS II
 CX0814
 CX0814.The horizontal coordinates were scaled from a topographic map and have
 CX0814.an estimated accuracy of +/- 6 seconds.
 CX0814
 CX0814.The orthometric height was determined by differential leveling
 CX0814.and adjusted by the National Geodetic Survey in June 1991..
 CX0814
 CX0814.The geoid height was determined by GEOID03.
 CX0814
 CX0814.The dynamic height is computed by dividing the NAVD 88
 CX0814.geopotential number by the normal gravity value computed on the
 CX0814.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0814.degrees latitude (g = 980.6199 gals.).
 CX0814
 CX0814.The modeled gravity was interpolated from observed gravity values.
 CX0814
 CX0814;                    North         East    Units  Estimated Accuracy
 CX0814;SPC NM W     -   221,480.      907,830.      MT  (+/- 180 meters Scaled)
 CX0814
 CX0814                          SUPERSEDED SURVEY CONTROL
 CX0814
 CX0814  NGVD 29 (??/??/92) 1418.695  (m)         4654.50   (f) ADJ UNCH    1 2
 CX0814
 CX0814.Superseded values are not recommended for survey control.
 CX0814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0814.See file dsdata.txt to determine how the superseded data were derived.
 CX0814
 CX0814_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS130524(NAD 83)
 CX0814_MARKER: DZ = AZIMUTH MARK DISK
 CX0814_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX0814_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CX0814_STAMPING: ALEMAN 1936
 CX0814_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX0814+STABILITY: SURFACE MOTION
 CX0814
 CX0814  HISTORY     - Date     Condition        Report By
 CX0814  HISTORY     - 1936     MONUMENTED       CGS
 CX0814  HISTORY     - 1952     GOOD             NGS
 CX0814
 CX0814                          STATION DESCRIPTION
 CX0814
 CX0814'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CX0814'12.9 MI S FROM ENGLE.
 CX0814'11.8 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD FROM
 CX0814'THE STATION AT ENGLE, THENCE 1.1 MILES SOUTHEAST ALONG A GRADED DIRT
 CX0814'ROAD, 0.35 MILE SOUTHEAST OF TRIANGULATION STATION ALEMAN 1936, 400
 CX0814'FEET NORTHWEST OF A RANCH HOUSE, 100 YARDS NORTHWEST OF TWO WINDMILLS,
 CX0814'58 FEET WEST OF A SMALL ROCK MONUMENT, 150 FEET SOUTHWEST OF THE
 CX0814'CENTER LINE OF THE ROAD, 44.4 FEET NORTHEAST OF A FENCE, 1 FOOT
 CX0814'SOUTHEAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 CX0814'PROJECTS 1.0 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0812 ***********************************************************************
 CX0812  DESIGNATION -  ALEMAN RM 1
 CX0812  PID         -  CX0812
 CX0812  STATE/COUNTY-  NM/SIERRA
 CX0812  USGS QUAD   -  UPHAM (1985)
 CX0812
 CX0812                         *CURRENT SURVEY CONTROL
 CX0812  ___________________________________________________________________
 CX0812* NAD 83(1986)-  32 59 58.     (N)    107 00 12.     (W)     SCALED    
 CX0812* NAVD 88     -      1423.377  (meters)    4669.86   (feet)  ADJUSTED  
 CX0812  ___________________________________________________________________
 CX0812  GEOID HEIGHT-         -23.14  (meters)                     GEOID03
 CX0812  DYNAMIC HT  -        1421.289 (meters)    4663.01  (feet)  COMP
 CX0812  MODELED GRAV-     979,121.0   (mgal)                       NAVD 88
 CX0812
 CX0812  VERT ORDER  -  FIRST     CLASS II
 CX0812
 CX0812.The horizontal coordinates were scaled from a topographic map and have
 CX0812.an estimated accuracy of +/- 6 seconds.
 CX0812
 CX0812.The orthometric height was determined by differential leveling
 CX0812.and adjusted by the National Geodetic Survey in June 1991..
 CX0812
 CX0812.The geoid height was determined by GEOID03.
 CX0812
 CX0812.The dynamic height is computed by dividing the NAVD 88
 CX0812.geopotential number by the normal gravity value computed on the
 CX0812.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0812.degrees latitude (g = 980.6199 gals.).
 CX0812
 CX0812.The modeled gravity was interpolated from observed gravity values.
 CX0812
 CX0812;                    North         East    Units  Estimated Accuracy
 CX0812;SPC NM W     -   222,000.      907,560.      MT  (+/- 180 meters Scaled)
 CX0812
 CX0812                          SUPERSEDED SURVEY CONTROL
 CX0812
 CX0812  NGVD 29 (??/??/92) 1422.764  (m)         4667.85   (f) ADJ UNCH    1 2
 CX0812
 CX0812.Superseded values are not recommended for survey control.
 CX0812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0812.See file dsdata.txt to determine how the superseded data were derived.
 CX0812
 CX0812_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS128530(NAD 83)
 CX0812_MARKER: DR = REFERENCE MARK DISK
 CX0812_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX0812_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CX0812_STAMPING: ALEMAN NO 1 1936
 CX0812_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX0812+STABILITY: SURFACE MOTION
 CX0812
 CX0812  HISTORY     - Date     Condition        Report By
 CX0812  HISTORY     - 1936     MONUMENTED       CGS
 CX0812  HISTORY     - 1952     GOOD             NGS
 CX0812
 CX0812                          STATION DESCRIPTION
 CX0812
 CX0812'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CX0812'12.55 MI S FROM ENGLE.
 CX0812'11.8 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD FROM
 CX0812'THE STATION AT ENGLE, THENCE 0.75 MILE SOUTHEAST ALONG A GRADED DIRT
 CX0812'ROAD, 469 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 68.8 FEET
 CX0812'NORTH OF TRIANGULATION STATION ALEMAN 1936, 42 FEET WEST OF THE CENTER
 CX0812'LINE OF A DIM TRACK ROAD, 3 FEET NORTHEAST OF A WITNESS POST, SET IN
 CX0812'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0813 ***********************************************************************
 CX0813  DESIGNATION -  ALEMAN RM 2
 CX0813  PID         -  CX0813
 CX0813  STATE/COUNTY-  NM/SIERRA
 CX0813  USGS QUAD   -  UPHAM (1985)
 CX0813
 CX0813                         *CURRENT SURVEY CONTROL
 CX0813  ___________________________________________________________________
 CX0813* NAD 83(1986)-  32 59 58.     (N)    107 00 12.     (W)     SCALED    
 CX0813* NAVD 88     -      1423.358  (meters)    4669.80   (feet)  ADJUSTED  
 CX0813  ___________________________________________________________________
 CX0813  GEOID HEIGHT-         -23.14  (meters)                     GEOID03
 CX0813  DYNAMIC HT  -        1421.270 (meters)    4662.95  (feet)  COMP
 CX0813  MODELED GRAV-     979,121.0   (mgal)                       NAVD 88
 CX0813
 CX0813  VERT ORDER  -  FIRST     CLASS II
 CX0813
 CX0813.The horizontal coordinates were scaled from a topographic map and have
 CX0813.an estimated accuracy of +/- 6 seconds.
 CX0813
 CX0813.The orthometric height was determined by differential leveling
 CX0813.and adjusted by the National Geodetic Survey in June 1991..
 CX0813
 CX0813.The geoid height was determined by GEOID03.
 CX0813
 CX0813.The dynamic height is computed by dividing the NAVD 88
 CX0813.geopotential number by the normal gravity value computed on the
 CX0813.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0813.degrees latitude (g = 980.6199 gals.).
 CX0813
 CX0813.The modeled gravity was interpolated from observed gravity values.
 CX0813
 CX0813;                    North         East    Units  Estimated Accuracy
 CX0813;SPC NM W     -   222,000.      907,560.      MT  (+/- 180 meters Scaled)
 CX0813
 CX0813                          SUPERSEDED SURVEY CONTROL
 CX0813
 CX0813  NGVD 29 (??/??/92) 1422.744  (m)         4667.79   (f) ADJ UNCH    1 2
 CX0813
 CX0813.Superseded values are not recommended for survey control.
 CX0813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0813.See file dsdata.txt to determine how the superseded data were derived.
 CX0813
 CX0813_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS128530(NAD 83)
 CX0813_MARKER: DR = REFERENCE MARK DISK
 CX0813_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX0813_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CX0813_STAMPING: ALEMAN NO 2 1936
 CX0813_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX0813+STABILITY: SURFACE MOTION
 CX0813
 CX0813  HISTORY     - Date     Condition        Report By
 CX0813  HISTORY     - 1936     MONUMENTED       CGS
 CX0813  HISTORY     - 1952     GOOD             NGS
 CX0813
 CX0813                          STATION DESCRIPTION
 CX0813
 CX0813'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CX0813'12.55 MI S FROM ENGLE.
 CX0813'11.8 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD FROM
 CX0813'THE STATION AT ENGLE, THENCE 0.75 MILE SOUTHEAST ALONG A GRADED DIRT
 CX0813'ROAD, 466 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 65.8 FEET
 CX0813'EAST OF TRIANGULATION STATION ALEMAN 1936, 40 FEET EAST OF THE CENTER
 CX0813'LINE OF A DIM TRACK ROAD, SET IN THE TOP OF A CONCRETE POST WHICH
 CX0813'PROJECTS 0.8 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1034 ***********************************************************************
 FO1034  DESIGNATION -  ALGODONES PLAIN ELE COOP SPIPE
 FO1034  PID         -  FO1034
 FO1034  STATE/COUNTY-  NM/SANDOVAL
 FO1034  USGS QUAD   -  SAN FELIPE PUEBLO (1990)
 FO1034
 FO1034                         *CURRENT SURVEY CONTROL
 FO1034  ___________________________________________________________________
 FO1034* NAD 83(1992)-  35 22 58.90234(N)    106 27 54.78277(W)     ADJUSTED  
 FO1034* NAVD 88     -                                                        
 FO1034  ___________________________________________________________________
 FO1034  LAPLACE CORR-           5.09  (seconds)                    DEFLEC99
 FO1034  GEOID HEIGHT-         -20.68  (meters)                     GEOID03
 FO1034
 FO1034  HORZ ORDER  -  THIRD
 FO1034
 FO1034.The horizontal coordinates were established by classical geodetic methods
 FO1034.and adjusted by the National Geodetic Survey in December 1993..
 FO1034
 FO1034
 FO1034.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1034
 FO1034.The geoid height was determined by GEOID03.
 FO1034
 FO1034;                    North         East     Units Scale Factor Converg.
 FO1034;SPC NM C     -   486,085.970   480,447.126   MT  0.99990471   -0 07 28.6
 FO1034;SPC NM C     - 1,594,767.05  1,576,266.95   sFT  0.99990471   -0 07 28.6
 FO1034;UTM  13      - 3,916,506.254   366,917.697   MT  0.99981826   -0 50 54.8
 FO1034
 FO1034                          SUPERSEDED SURVEY CONTROL
 FO1034
 FO1034  NAD 83(1986)-  35 22 58.90917(N)    106 27 54.78715(W) AD(       ) 4
 FO1034  NAD 27      -  35 22 58.77400(N)    106 27 52.69400(W) AD(       ) 3
 FO1034
 FO1034.Superseded values are not recommended for survey control.
 FO1034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1034.See file dsdata.txt to determine how the superseded data were derived.
 FO1034
 FO1034_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV6691816506(NAD 83)
 FO1034_MARKER: 52 = STANDPIPE TANK
 FO1034_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FO1034+SATELLITE: SATELLITE OBSERVATIONS - August 23, 2004
 FO1034
 FO1034  HISTORY     - Date     Condition        Report By
 FO1034  HISTORY     - 1955     FIRST OBSERVED   CGS
 FO1034  HISTORY     - 20040823 GOOD             USPSQD
 FO1034
 FO1034                          STATION DESCRIPTION
 FO1034
 FO1034'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WRH)
 FO1034'STATION IS LOCATED ABOUT 1/2 MILE NORTH OF ALGODONES AT THE
 FO1034'GENERATING PLANT OF THE PLAINS ELECTRIC CO-OP.  IT IS ABOUT
 FO1034'35 FEET IN HEIGHT AND 25 FEET IN DIAMETER.  THE CENTER OF THE
 FO1034'STANDPIPE WAS INTERSECTED.
 FO1034
 FO1034                          STATION RECOVERY (2004)
 FO1034
 FO1034'RECOVERY NOTE BY US POWER SQUADRON 2004 (KFJ)
 FO1034'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1036 ***********************************************************************
 FO1036  DESIGNATION -  ALGODONES PLAINS ELE COOP TK
 FO1036  PID         -  FO1036
 FO1036  STATE/COUNTY-  NM/SANDOVAL
 FO1036  USGS QUAD   -  SAN FELIPE PUEBLO (1990)
 FO1036
 FO1036                         *CURRENT SURVEY CONTROL
 FO1036  ___________________________________________________________________
 FO1036* NAD 83(1992)-  35 23 02.83396(N)    106 27 52.37889(W)     ADJUSTED  
 FO1036* NAVD 88     -                                                        
 FO1036  ___________________________________________________________________
 FO1036  LAPLACE CORR-           5.06  (seconds)                    DEFLEC99
 FO1036  GEOID HEIGHT-         -20.68  (meters)                     GEOID03
 FO1036
 FO1036  HORZ ORDER  -  THIRD
 FO1036
 FO1036.The horizontal coordinates were established by classical geodetic methods
 FO1036.and adjusted by the National Geodetic Survey in December 1993..
 FO1036
 FO1036
 FO1036.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1036
 FO1036.The geoid height was determined by GEOID03.
 FO1036
 FO1036;                    North         East     Units Scale Factor Converg.
 FO1036;SPC NM C     -   486,206.994   480,508.054   MT  0.99990468   -0 07 27.3
 FO1036;SPC NM C     - 1,595,164.11  1,576,466.84   sFT  0.99990468   -0 07 27.3
 FO1036;UTM  13      - 3,916,626.488   366,980.145   MT  0.99981806   -0 50 53.4
 FO1036
 FO1036                          SUPERSEDED SURVEY CONTROL
 FO1036
 FO1036  NAD 83(1986)-  35 23 02.84076(N)    106 27 52.38365(W) AD(       ) 4
 FO1036  NAD 27      -  35 23 02.70600(N)    106 27 50.28900(W) AD(       ) 3
 FO1036
 FO1036.Superseded values are not recommended for survey control.
 FO1036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1036.See file dsdata.txt to determine how the superseded data were derived.
 FO1036
 FO1036_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV6698016626(NAD 83)
 FO1036_MARKER: 53 = ELEVATED TANK
 FO1036_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FO1036+SATELLITE: SATELLITE OBSERVATIONS - August 23, 2004
 FO1036
 FO1036  HISTORY     - Date     Condition        Report By
 FO1036  HISTORY     - 1955     FIRST OBSERVED   CGS
 FO1036  HISTORY     - 20030717 GOOD             USPSQD
 FO1036  HISTORY     - 20040823 GOOD             USPSQD
 FO1036
 FO1036                          STATION DESCRIPTION
 FO1036
 FO1036'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WRH)
 FO1036'STATION IS LOCATED ABOUT 1/2 MILE NORTH OF ALGODONES ON THE
 FO1036'EAST SIDE OF U.S. HIGHWAY 85 AT THE GENERATION PLANT OF THE
 FO1036'PLAINS ELECTRIC CO-OP.  IT IS A LARGE STEEL TANK MOUNTED ON
 FO1036'A FOUR LEGGED STEEL STRUCTURE AND IS ABOUT 75 FEET IN HEIGHT.
 FO1036'THE APEX OF TANK WAS INTERSECTED.
 FO1036
 FO1036                          STATION RECOVERY (2003)
 FO1036
 FO1036'RECOVERY NOTE BY US POWER SQUADRON 2003 (RPJ)
 FO1036'RECOVERED IN GOOD CONDITION.
 FO1036
 FO1036                          STATION RECOVERY (2004)
 FO1036
 FO1036'RECOVERY NOTE BY US POWER SQUADRON 2004 (KFJ)
 FO1036'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1785 ***********************************************************************
 CX1785  DESIGNATION -  ALKA
 CX1785  PID         -  CX1785
 CX1785  STATE/COUNTY-  NM/LUNA
 CX1785  USGS QUAD   -  NUTT (1989)
 CX1785
 CX1785                         *CURRENT SURVEY CONTROL
 CX1785  ___________________________________________________________________
 CX1785* NAD 83(1992)-  32 30 21.46413(N)    107 22 51.97002(W)     ADJUSTED  
 CX1785* NAVD 88     -      1373.     (meters)    4505.     (feet)  SCALED    
 CX1785  ___________________________________________________________________
 CX1785  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 CX1785  GEOID HEIGHT-         -23.87  (meters)                     GEOID03
 CX1785
 CX1785  HORZ ORDER  -  FIRST
 CX1785
 CX1785.The horizontal coordinates were established by classical geodetic methods
 CX1785.and adjusted by the National Geodetic Survey in December 1993..
 CX1785
 CX1785.The orthometric height was scaled from a topographic map.
 CX1785
 CX1785.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1785
 CX1785.The geoid height was determined by GEOID03.
 CX1785
 CX1785;                    North         East     Units Scale Factor Converg.
 CX1785;SPC NM W     -   167,061.102   872,493.004   MT  0.99993892   +0 14 34.9
 CX1785;SPC NM W     -   548,099.63  2,862,504.13   sFT  0.99993892   +0 14 34.9
 CX1785;SPC NM C     -   167,532.011   393,717.328   MT  1.00003925   -0 36 28.4
 CX1785;SPC NM C     -   549,644.61  1,291,720.93   sFT  1.00003925   -0 36 28.4
 CX1785;UTM  13      - 3,599,018.744   276,308.531   MT  1.00021707   -1 16 48.4
 CX1785
 CX1785!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1785!SPC NM W     -   0.99978827  x   0.99993892  =   0.99972720
 CX1785!SPC NM C     -   0.99978827  x   1.00003925  =   0.99982751
 CX1785!UTM  13      -   0.99978827  x   1.00021707  =   1.00000529
 CX1785
 CX1785|---------------------------------------------------------------------|
 CX1785| PID    Reference Object                     Distance      Geod. Az  |
 CX1785|                                                           dddmmss.s |
 CX1785| CC5943 ALKA RM 1                            20.000 METERS 10519     |
 CX1785| CC5944 ALKA RM 2                            18.935 METERS 20133     |
 CX1785| CC5942 ALKA AZ MK                                         3470557.1 |
 CX1785|---------------------------------------------------------------------|
 CX1785
 CX1785                          SUPERSEDED SURVEY CONTROL
 CX1785
 CX1785  NAD 83(1986)-  32 30 21.46890(N)    107 22 51.97346(W) AD(       ) 1
 CX1785  NAD 27      -  32 30 21.16610(N)    107 22 49.89633(W) AD(       ) 1
 CX1785
 CX1785.Superseded values are not recommended for survey control.
 CX1785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1785.See file dsdata.txt to determine how the superseded data were derived.
 CX1785
 CX1785_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBR7630999019(NAD 83)
 CX1785_MARKER: DS = TRIANGULATION STATION DISK
 CX1785_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX1785
 CX1785  HISTORY     - Date     Condition        Report By
 CX1785  HISTORY     - 1936     MONUMENTED       CGS
 CX1785  HISTORY     - 1960     GOOD             USGS
 CX1785  HISTORY     - 1962     SEE DESCRIPTION  USGS
 CX1785
 CX1785                          STATION DESCRIPTION
 CX1785
 CX1785'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (WRP)
 CX1785'ABOUT 6.5 MILES SOUTHEAST OF NUTT, IN OPEN RANGE LAND, ON THE
 CX1785'HIGHEST POINT OF A PRAIRIE RIDGE, AND ABOUT 1 MILE NORTH OF A
 CX1785'RANCH WITH TWO WINDMILLS.  TO REACH THE STATION FROM A T-ROAD
 CX1785'WHICH IS 2.6 MILES EAST OF NUTT, OR 17.7 MILES WEST OF HATCH ON
 CX1785'STATE HIGHWAY 27 TURN SOUTH ON THE RANCH ROAD AND GO 1.0 MILE
 CX1785'TO RAILROAD TRACKS AND GATES ON EITHER SIDE, PASS THROUGH A
 CX1785'GATE AND GO ABOUT 50 YARDS STRAIGHT AHEAD, TAKE THE RIGHT FORK
 CX1785'AND GO 1.8 MILES, TAKE LEFT, DIM FORK AT A FENCE CORNER AND GO
 CX1785'0.75 MILE TO THE HIGHEST POINT OF A RIDGE, TURN LEFT OFF THE
 CX1785'ROAD AND GO ALONG THE RIDGE, 0.1 MILE TO THE HIGHEST POINT
 CX1785'AND THE STATION.  THE STATION, UNDERGROUND, AZIMUTH AND
 CX1785'REFERENCE MARKS ARE STANDARD DISKS SET IN CONCRETE.
 CX1785'REFERENCE MARK NO. 1 IS 20,000 METERS
 CX1785'(65.62 FEET) FROM THE STATION S 74 DEG 41 MIN E, AND
 CX1785'NO. 2 IS 18.935 METERS (62.12 FEET) FROM THE STATION
 CX1785'S 21 DEG 39 MIN W.  THE AZIMUTH MARK IS ABOUT 10 FEET WEST
 CX1785'OF THE TRACK ROAD TO THE STATION, 6 FEET WEST OF THE FENCE
 CX1785'CORNER, 1 FOOT SOUTH OF THE FENCE LINE, AND APPROXIMATELY
 CX1785'0.7 MILE FROM THE STATION N 12 DEG 54 MIN W.
 CX1785'THE FOLLOWING DISTANCES AND BEARINGS ARE FROM
 CX1785'STATION--WINDMILL AT A RANCH, APPROXIMATELY 1 MILE,
 CX1785'S 09 DEG 35 MIN W.  AND ANOTHER WINDMILL AT A RANCH APPROXIMATELY 1
 CX1785'MILE S 09 DEG 56 MIN W.
 CX1785
 CX1785                          STATION RECOVERY (1960)
 CX1785
 CX1785'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 CX1785'TO REACH THE STATION FROM A T-RD. WHICH IS 2.6 MI. E. OF NUTT, OR
 CX1785'17.7 MI. W. OF HATCH ON STATE HIGHWAY 26, TURN S. ON THE RANCH RD.
 CX1785'AND GO 1.0 MI. TO RAILROAD TRACKS AND GATES ON EITHER SIDE, PASS
 CX1785'THROUGH THE GATES AND TURN LEFT AT FORKS AND GO 1.4 MI., PASS
 CX1785'THROUGH THE GATE AND GO ABOUT 20 YARDS STRAIGHT AHEAD, TAKE THE
 CX1785'RIGHT FORK AND GO 2.7 MI. TO THE HIGHEST POINT OF A RIDGE, THE
 CX1785'STATION IS ON THE RIGHT SIDE OF THE RD., ABOUT 50 YARDS FROM THE
 CX1785'CENTER LINE OF THE RD.
 CX1785'
 CX1785'STATION MARK--STANDARD USC AND GS DISK SET IN CONCRETE POST, AND
 CX1785'STAMPED ---ALKA 1936---.
 CX1785
 CX1785                          STATION RECOVERY (1962)
 CX1785
 CX1785'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 CX1785'STATION MARKER AND REFERENCE MARKS HAVE BEEN TAKEN OUT.  THEY
 CX1785'WERE IN FARMING AREA.  THE UNDERGROUND MARK IS STILL IN PLACE
 CX1785'HOWEVER IT WILL BE HARD TO RECOVER.  THE AZIMUTH MARK IS O.K.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1512 ***********************************************************************
 CX1512  DESIGNATION -  ALKALI
 CX1512  PID         -  CX1512
 CX1512  STATE/COUNTY-  NM/DONA ANA
 CX1512  USGS QUAD   -  HEART OF THE SANDS SW (1982)
 CX1512
 CX1512                         *CURRENT SURVEY CONTROL
 CX1512  ___________________________________________________________________
 CX1512* NAD 83(1992)-  32 50 18.56595(N)    106 27 54.77519(W)     ADJUSTED  
 CX1512* NAVD 88     -      1197.     (meters)    3927.     (feet)  SCALED    
 CX1512  ___________________________________________________________________
 CX1512  LAPLACE CORR-          -3.83  (seconds)                    DEFLEC99
 CX1512  GEOID HEIGHT-         -23.20  (meters)                     GEOID03
 CX1512
 CX1512  HORZ ORDER  -  SECOND
 CX1512
 CX1512.The horizontal coordinates were established by classical geodetic methods
 CX1512.and adjusted by the National Geodetic Survey in December 1993..
 CX1512
 CX1512.The orthometric height was scaled from a topographic map.
 CX1512
 CX1512.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1512
 CX1512.The geoid height was determined by GEOID03.
 CX1512
 CX1512;                    North         East     Units Scale Factor Converg.
 CX1512;SPC NM C     -   203,861.965   479,852.867   MT  0.99990500   -0 07 00.1
 CX1512;SPC NM C     -   668,837.13  1,574,317.28   sFT  0.99990500   -0 07 00.1
 CX1512;UTM  13      - 3,634,333.165   362,870.648   MT  0.99983187   -0 47 40.8
 CX1512
 CX1512!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1512!SPC NM C     -   0.99981581  x   0.99990500  =   0.99972083
 CX1512!UTM  13      -   0.99981581  x   0.99983187  =   0.99964771
 CX1512
 CX1512|---------------------------------------------------------------------|
 CX1512| PID    Reference Object                     Distance      Geod. Az  |
 CX1512|                                                           dddmmss.s |
 CX1512| CC5946 ALKALI RM 1                          13.944 METERS 03335     |
 CX1512| CC5947 ALKALI RM 2                          12.341 METERS 15236     |
 CX1512| CC5945 ALKALI AZ MK                                       2484255.6 |
 CX1512|---------------------------------------------------------------------|
 CX1512
 CX1512                          SUPERSEDED SURVEY CONTROL
 CX1512
 CX1512  NAD 83(1986)-  32 50 18.57275(N)    106 27 54.77711(W) AD(       ) 2
 CX1512  NAD 27      -  32 50 18.27070(N)    106 27 52.77840(W) AD(       ) 2
 CX1512
 CX1512.Superseded values are not recommended for survey control.
 CX1512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1512.See file dsdata.txt to determine how the superseded data were derived.
 CX1512
 CX1512_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS6287134333(NAD 83)
 CX1512_MARKER: DD = SURVEY DISK
 CX1512_SETTING: 0 = UNSPECIFIED SETTING
 CX1512
 CX1512  HISTORY     - Date     Condition        Report By
 CX1512  HISTORY     - 1943     MONUMENTED       CGS
 CX1512
 CX1512                          STATION DESCRIPTION
 CX1512
 CX1512'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (EHB)
 CX1512'STATION IS LOCATED ABOUT 31 MILES AIRLINE W OF ALMOGORDO,
 CX1512'AT THE W SIDE OF ALKALI FLATS, W OF THE WHITE SANDS, AND AT
 CX1512'THE E EDGE OF THE RANGE LAND WHERE IT BREAKS OFF INTO THE
 CX1512'ALKALI FLATS.  IT IS ABOUT 3 MILES NE OF THE BAIRD RANCH
 CX1512'BUILDINGS.
 CX1512'
 CX1512'STATION MARK IS A BRONZE STATION DISK SET IN THE TOP OF A
 CX1512'CONCRETE POST PROJECTING ABOUT 3 INCHES ABOVE GROUND.  IT IS
 CX1512'STAMPED ALKALI 1943.
 CX1512'
 CX1512'UNDERGROUND MARK IS A BRONZE DISK SET IN THE TOP OF A CONCRETE
 CX1512'POST.
 CX1512'
 CX1512'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN THE TOP
 CX1512'OF A CONCRETE POST PROJECTING ABOUT 3 INCHES ABOVE GROUND.
 CX1512'IT IS STAMPED ALKALI 1 1943.
 CX1512'
 CX1512'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN THE TOP
 CX1512'OF A CONCRETE POST PROJECTING ABOUT 3 INCHES ABOVE GROUND.
 CX1512'IT IS STAMPED ALKALI 2 1943.
 CX1512'
 CX1512'AZIMUTH MARK IS ABOUT 0.7 MILE WSW OF THE STATION, ABOUT 18
 CX1512'FEET S OF TRACK ROAD, AND ABOUT 8 FEET S OF A WHITE 4- BY
 CX1512'4-INCH MARKER POST.  IT IS A BRONZE AZIMUTH DISK SET IN THE TOP
 CX1512'OF A CONCRETE POST PROJECTING ABOUT 3 INCHES ABOVE GROUND.
 CX1512'IT IS STAMPED ALKALI 1943.
 CX1512'
 CX1512'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 54 AND 70, ABOUT
 CX1512'2 MILES S OF ALAMOGORDO, GO W ON U.S. HIGHWAY 70 FOR 16.2
 CX1512'MILES TO MOTEL AND GAS STATION, RIGHT.  TURN RIGHT OFF HIGHWAY
 CX1512'AND PASS THROUGH GATE JUST W OF SERVICE STATION.  THENCE
 CX1512'LEFT ON OLD HIGHWAY FOR 13.8 MILES TO TRACK ROAD RIGHT AND
 CX1512'SIGN DEADMAN CANYON PAINTED ON ROCK SLAB.  TAKE TRACK ROAD 7.0
 CX1512'MILES TO WINDMILL ON LEFT.  CONTINUE N ON MAIN-TRAVELED
 CX1512'BLADED ROAD 9.7 MILES TO BAIRD RANCH HOUSE.  KEEP TO THE E
 CX1512'OF CORRALS AND FOLLOW ROAD N 0.65 MILE TO FORKS.  TAKE DIM
 CX1512'RIGHT FORK 2.7 MILES TO W BANK OF THE ALKALI FLATS AND
 CX1512'STATION NEAR A 4- BY 4-INCH MARKER POST.
 CX1512'
 CX1512'A 37-FOOT STEEL TOWER WAS USED FOR OBSERVATIONS.
 CX1512'
 CX1512'HEIGHT OF LIGHT ABOVE STATION MARK - 15 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GO0363 ***********************************************************************
 GO0363  DESIGNATION -  ALKALI
 GO0363  PID         -  GO0363
 GO0363  STATE/COUNTY-  NM/SAN JUAN
 GO0363  USGS QUAD   -  ADOBE DOWNS RANCH (1979)
 GO0363
 GO0363                         *CURRENT SURVEY CONTROL
 GO0363  ___________________________________________________________________
 GO0363* NAD 83(1992)-  36 53 05.45001(N)    108 00 20.01258(W)     ADJUSTED  
 GO0363* NAVD 88     -      1892.0    (meters)    6207.     (feet)  VERTCON   
 GO0363  ___________________________________________________________________
 GO0363  LAPLACE CORR-           0.44  (seconds)                    DEFLEC99
 GO0363  GEOID HEIGHT-         -20.68  (meters)                     GEOID03
 GO0363
 GO0363  HORZ ORDER  -  THIRD
 GO0363
 GO0363.The horizontal coordinates were established by classical geodetic methods
 GO0363.and adjusted by the National Geodetic Survey in December 1993..
 GO0363
 GO0363.The NAVD 88 height was computed by applying the VERTCON shift value to
 GO0363.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GO0363
 GO0363.The Laplace correction was computed from DEFLEC99 derived deflections.
 GO0363
 GO0363.The geoid height was determined by GEOID03.
 GO0363
 GO0363;                    North         East     Units Scale Factor Converg.
 GO0363;SPC NM W     -   652,716.844   814,648.087   MT  0.99991957   -0 06 12.1
 GO0363;SPC NM W     - 2,141,455.18  2,672,724.60   sFT  0.99991957   -0 06 12.1
 GO0363;UTM  12      - 4,086,286.072   766,869.076   MT  1.00047747   +1 47 54.1
 GO0363;UTM  13      - 4,086,317.248   232,139.807   MT  1.00048400   -1 48 18.1
 GO0363
 GO0363!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GO0363!SPC NM W     -   0.99970640  x   0.99991957  =   0.99962600
 GO0363!UTM  12      -   0.99970640  x   1.00047747  =   1.00018373
 GO0363!UTM  13      -   0.99970640  x   1.00048400  =   1.00019026
 GO0363
 GO0363:                Primary Azimuth Mark                     Grid Az
 GO0363:SPC NM W     -  GREEN                                    256 53 24.5
 GO0363:UTM  12      -  GREEN                                    254 59 18.3
 GO0363:UTM  13      -  GREEN                                    258 35 30.5
 GO0363
 GO0363|---------------------------------------------------------------------|
 GO0363| PID    Reference Object                     Distance      Geod. Az  |
 GO0363|                                                           dddmmss.s |
 GO0363| GO0365 GREEN                               APPROX. 8.6 KM 2564712.4 |
 GO0363|---------------------------------------------------------------------|
 GO0363
 GO0363                          SUPERSEDED SURVEY CONTROL
 GO0363
 GO0363  NAD 83(1992)-  36 53 05.44883(N)    108 00 20.01410(W) AD(       ) 3
 GO0363  NAD 83(1986)-  36 53 05.44459(N)    108 00 20.01906(W) AD(       ) 3
 GO0363  NAD 27      -  36 53 05.43541(N)    108 00 17.77610(W) AD(       ) 3
 GO0363  NGVD 29 (07/19/86) 1891.0    (m)         6204.     (f) VERT ANG       
 GO0363
 GO0363.Superseded values are not recommended for survey control.
 GO0363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GO0363.See file dsdata.txt to determine how the superseded data were derived.
 GO0363
 GO0363_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYF6686986286(NAD 83)
 GO0363
 GO0363  HISTORY     - Date     Condition        Report By
 GO0363  HISTORY     - 1956     MONUMENTED       USGS
 GO0363  HISTORY     - 1960     GOOD             USGS
 GO0363
 GO0363                          STATION DESCRIPTION
 GO0363
 GO0363'DESCRIBED BY US GEOLOGICAL SURVEY 1960 (PAA)
 GO0363'STATION IS LOCATED ABOUT 4 MI. N. OF AZTEC AND ABOUT 3 MI. W. OF THE
 GO0363'ANIMAS RIVER, 229.54 FT. NW. OF THE 1/4 COR. BETWEEN SEC. 20 AND 21,
 GO0363'R 11 W, T 31 N, ON THE RIDGE ALONG THE SW. SIDE OF A MAIN DRAINAGE,
 GO0363'FLOWING SE., AND ON THE HIGHEST POINT OF A SMALL, BARE TOP, ON AN
 GO0363'OTHERWISE PREDOMINANTLY TIMBERED RIDGE.
 GO0363'
 GO0363'TO REACH STATION FROM A T-RD. AT THE W. END OF THE BRIDGE WHERE U.S.
 GO0363'HIGHWAY 550 CROSSES THE ANIMAS RIVER, ON THE W. EDGE OF AZTEC, DRIVE
 GO0363'N. ALONG PAVED RD. 0.6 MI. TO THE ENTRANCE TO THE AZTEC RUINS NATIONAL
 GO0363'MONUMENT, TAKE RIGHT FORK AT ENTRANCE AND PROCEED ALONG MAIN TRAVELED
 GO0363'DIRT RD. WHICH FOLLOWS NE. ALONG THE W. SIDE OF THE ANIMAS RIVER 3.1
 GO0363'MI. TO Y-RD., TAKE LEFT FORK AND GO ALONG MAIN TRAVELED DIRT RD. ALONG
 GO0363'DRAIN 2.9 MI. TO Y-RD., GO LEFT 0.4 MI. TO RD. FORK AT GAS WELL, TAKE
 GO0363'LEFT FORK CROSSING RIDGE 0.9 MI. TO CROSSROAD, TAKE LEFT RD., DRIVING
 GO0363'SOUTHERLY 0.7 MI. TO GAS WELL AND END OF TRUCK TRAVEL.  PACK EASTERLY
 GO0363'TO TOP RIDGE AND SOUTHERLY APPROXIMATELY 1/2 MI. TO THE SECOND TOP AND
 GO0363'STATION.  ABOUT 10 MINUTE PACK.
 GO0363'
 GO0363'STATION RECOVERED IN GOOD CONDITION.
 GO0363'
 GO0363'STATION MARK--A STANDARD ALUMINUM TABLET CEMENTED IN TOP OF IRON
 GO0363'PIPE, 2-1/2 IN. DIAMETER, THE BASE OF WHICH IS CEMENTED IN A DRILL
 GO0363'HOLE IN BEDROCK, 1-1/2 FT. BELOW GROUND.  TABLET IS STAMPED ---ALKALI
 GO0363'1956---, PROJECTING 1.0 FT. ABOVE GROUND.
 GO0363'
 GO0363'REFERENCE MARK NO. 1--A USBLM BRONZE CAP, SET ON PIPE, PROJECTING
 GO0363'0.8 FT. ABOVE GROUND, AND STAMPED ---1/4-20-21-1953---, 6 FT. S. OF
 GO0363'CREST OF RIDGE, 229.54 FT. SE. FROM STATION, N 36 DEG 54 MIN W.
 GO0363'
 GO0363'REFERENCE MARK NO. 2--A COPPER NAIL AND WASHER IN N. ROOT OF CEDAR
 GO0363'TREE, MEASURING 2.0 FT. AT BASE, SET 0.5 FT. ABOVE GROUND, ON S.
 GO0363'SLOPE, 89.90 FT. FROM STATION MARK, N 20 DEG 25 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0541 ***********************************************************************
 EP0541  DESIGNATION -  ALKALI
 EP0541  PID         -  EP0541
 EP0541  STATE/COUNTY-  NM/DE BACA
 EP0541  USGS QUAD   -  WATTS HILL (1982)
 EP0541
 EP0541                         *CURRENT SURVEY CONTROL
 EP0541  ___________________________________________________________________
 EP0541* NAD 83(1992)-  34 09 31.11508(N)    104 04 12.22400(W)     ADJUSTED  
 EP0541* NAVD 88     -      1288.1    (meters)    4226.     (feet)  VERTCON   
 EP0541  ___________________________________________________________________
 EP0541  LAPLACE CORR-           1.57  (seconds)                    DEFLEC99
 EP0541  GEOID HEIGHT-         -23.47  (meters)                     GEOID03
 EP0541
 EP0541  HORZ ORDER  -  SECOND
 EP0541
 EP0541.The horizontal coordinates were established by classical geodetic methods
 EP0541.and adjusted by the National Geodetic Survey in December 1993..
 EP0541
 EP0541.The NAVD 88 height was computed by applying the VERTCON shift value to
 EP0541.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EP0541
 EP0541.The Laplace correction was computed from DEFLEC99 derived deflections.
 EP0541
 EP0541.The geoid height was determined by GEOID03.
 EP0541
 EP0541;                    North         East     Units Scale Factor Converg.
 EP0541;SPC NM E     -   350,283.885   189,274.762   MT  0.99991635   +0 08 52.2
 EP0541;SPC NM E     - 1,149,223.05    620,978.95   sFT  0.99991635   +0 08 52.2
 EP0541;UTM  13      - 3,780,136.843   585,719.164   MT  0.99969057   +0 31 19.8
 EP0541
 EP0541!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EP0541!SPC NM E     -   0.99980152  x   0.99991635  =   0.99971788
 EP0541!UTM  13      -   0.99980152  x   0.99969057  =   0.99949215
 EP0541
 EP0541:                Primary Azimuth Mark                     Grid Az
 EP0541:SPC NM E     -  GUM                                      142 18 53.7
 EP0541:UTM  13      -  GUM                                      141 56 26.1
 EP0541
 EP0541|---------------------------------------------------------------------|
 EP0541| PID    Reference Object                     Distance      Geod. Az  |
 EP0541|                                                           dddmmss.s |
 EP0541| EP0542 GUM                                 APPROX. 5.6 KM 1422745.9 |
 EP0541| CJ5612 ALKALI RM 1                          24.735 METERS 17002     |
 EP0541| CJ5613 ALKALI RM 2                          21.980 METERS 27442     |
 EP0541|---------------------------------------------------------------------|
 EP0541
 EP0541                          SUPERSEDED SURVEY CONTROL
 EP0541
 EP0541  NAD 83(1986)-  34 09 31.12251(N)    104 04 12.22031(W) AD(       ) 2
 EP0541  NAD 27      -  34 09 30.84399(N)    104 04 10.33474(W) AD(       ) 2
 EP0541  NGVD 29 (07/19/86) 1287.5    (m)         4224.     (f) VERT ANG       
 EP0541
 EP0541.Superseded values are not recommended for survey control.
 EP0541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EP0541.See file dsdata.txt to determine how the superseded data were derived.
 EP0541
 EP0541_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SET8571980137(NAD 83)
 EP0541_MARKER: DD = SURVEY DISK
 EP0541_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 EP0541+WITH SETTING: INFORMATION.
 EP0541_SP_SET: PREFABRICATED CONCRETE POST
 EP0541
 EP0541  HISTORY     - Date     Condition        Report By
 EP0541  HISTORY     - 1967     MONUMENTED       USGS
 EP0541
 EP0541                          STATION DESCRIPTION
 EP0541
 EP0541'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (JTD)
 EP0541'THE STATION IS LOCATED S 26 DEG E, ABOUT 24 MI. (AIRLINE)
 EP0541'FROM FORT SUMNER, NEW MEXICO, S 10 DEG W, ABOUT 20 MI. (AIRLINE)
 EP0541'FROM TAIBAN, NEW MEXICO, IN THE SE PART OF SECTION 2, T. 2S.,
 EP0541'R. 27E., ON A LOW BROAD TOPPED SAND HILL.  0.9 MI. E OF A
 EP0541'WINDMILL THAT HAS TWO TREES BY IT.  ON LAND OWNED BY MR.
 EP0541'MC DOWELL.  3.3 FT. N OF A USGS WITNESS SIGN MOUNTED ON A METAL
 EP0541'POST.  THE STATION SITE CAN BE LOCATED FROM THE FT. SUMNER
 EP0541'(NI 13-5) 1--250,000 SERIES MAP.
 EP0541'
 EP0541'STATION MARK--A USGS BRONZE TABLET CRIMPED TO A COPPERWELD ROD
 EP0541'DRIVEN TO A DEPTH OF TEN FEET, CENTERED IN AN ORANGEBURG TILE,
 EP0541'6 IN. DIAMETER, 12 IN. LONG, FILLED WITH GRAVEL.  THE TABLET
 EP0541'IS FLUSH WITH THE GROUND AND IS STAMPED ALKALI ET 1967.
 EP0541'
 EP0541'REFERENCE MARK NO. 1--A USGS BRONZE R.M. TABLET CRIMPED TO A
 EP0541'COPPERWELD ROD DRIVEN TO A DEPTH OF 5 FT., FLUSH WITH THE
 EP0541'GROUND, CENTERED IN AN ORANGEBURG TILE, 6 IN. DIAMETER, 12
 EP0541'IN. LONG, FILLED WITH GRAVEL, STAMPED ALKALI ET NO. 1 1967.
 EP0541'
 EP0541'REFERENCE MARK NO. 2--A USGS BRONZE R.M. TABLET CRIMPED TO A
 EP0541'COPPERWELD ROD DRIVEN TO A DEPTH OF 5 FT., FLUSH WITH THE GROUND,
 EP0541'CENTERED IN AN ORANGEBURG TILE, 6 IN. DIAMETER, 12 IN. LONG,
 EP0541'FILLED WITH GRAVEL, STAMPED ALKALI ET NO. 2 1967.
 EP0541'
 EP0541'STATION GUM ET 1967 IS VISIBLE FROM THE GROUND AT THIS STATION
 EP0541'AND WILL SERVE AS THE AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1513 ***********************************************************************
 CX1513  DESIGNATION -  ALKALI TARGET 2
 CX1513  PID         -  CX1513
 CX1513  STATE/COUNTY-  NM/DONA ANA
 CX1513  USGS QUAD   -  HEART OF THE SANDS SW (1982)
 CX1513
 CX1513                         *CURRENT SURVEY CONTROL
 CX1513  ___________________________________________________________________
 CX1513* NAD 83(1992)-  32 52 11.21630(N)    106 26 35.34259(W)     ADJUSTED  
 CX1513* NAVD 88     -      1189.21   (+/-2cm)    3901.6    (feet)  VERTCON   
 CX1513  ___________________________________________________________________
 CX1513  LAPLACE CORR-          -2.62  (seconds)                    DEFLEC99
 CX1513  GEOID HEIGHT-         -23.26  (meters)                     GEOID03
 CX1513
 CX1513  HORZ ORDER  -  FIRST
 CX1513  VERT ORDER  -  THIRD ? (See Below)
 CX1513
 CX1513.The horizontal coordinates were established by classical geodetic methods
 CX1513.and adjusted by the National Geodetic Survey in December 1993..
 CX1513
 CX1513.The NAVD 88 height was computed by applying the VERTCON shift value to
 CX1513.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CX1513.The vertical order pertains to the NGVD 29 superseded value.
 CX1513
 CX1513.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1513
 CX1513.The geoid height was determined by GEOID03.
 CX1513
 CX1513;                    North         East     Units Scale Factor Converg.
 CX1513;SPC NM C     -   207,327.950   481,924.769   MT  0.99990403   -0 06 17.4
 CX1513;SPC NM C     -   680,208.45  1,581,114.85   sFT  0.99990403   -0 06 17.4
 CX1513;UTM  13      - 3,637,774.119   364,983.273   MT  0.99982478   -0 47 00.1
 CX1513
 CX1513!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1513!SPC NM C     -   0.99981698  x   0.99990403  =   0.99972102
 CX1513!UTM  13      -   0.99981698  x   0.99982478  =   0.99964179
 CX1513
 CX1513|---------------------------------------------------------------------|
 CX1513| PID    Reference Object                     Distance      Geod. Az  |
 CX1513|                                                           dddmmss.s |
 CX1513| CC5949 ALKALI TARGET 2 RM 1                 12.719 METERS 01835     |
 CX1513| CC5950 ALKALI TARGET 2 RM 2                 11.145 METERS 08440     |
 CX1513| CX0157 PLUM                                APPROX. 1.8 KM 3272858.3 |
 CX1513|---------------------------------------------------------------------|
 CX1513
 CX1513                          SUPERSEDED SURVEY CONTROL
 CX1513
 CX1513  NAD 83(1986)-  32 52 11.22272(N)    106 26 35.34462(W) AD(       ) 1
 CX1513  NAD 27      -  32 52 10.92074(N)    106 26 33.34307(W) AD(       ) 1
 CX1513  NGVD 29 (07/19/86) 1188.62   (m)         3899.7    (f) LEVELING    3  
 CX1513
 CX1513.Superseded values are not recommended for survey control.
 CX1513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1513.See file dsdata.txt to determine how the superseded data were derived.
 CX1513
 CX1513_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS6498337774(NAD 83)
 CX1513_MARKER: DS = TRIANGULATION STATION DISK
 CX1513_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX1513_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CX1513
 CX1513  HISTORY     - Date     Condition        Report By
 CX1513  HISTORY     - 1968     MONUMENTED       CGS
 CX1513
 CX1513                          STATION DESCRIPTION
 CX1513
 CX1513'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JBJ)
 CX1513'THE STATION IS ABOUT 28 MILES WEST OF ALAMOGORDO, 20 MILES SOUTH OF
 CX1513'THE RHODES CANYON RANGE CENTER AND 20 MILES WEST NORTHWEST OF THE
 CX1513'HOLLOMAN AIR FORCE BASE.
 CX1513'
 CX1513'TO REACH THE STATION FROM THE SOUTH END OF THE HOLLOMAN AIR FORCE
 CX1513'BASE HIGH SPEED TEST TRACK, GO WESTERLY ON ROAD 303 FOR 9.1 MILES TO
 CX1513'FORK AND A GUARD SHACK ON THE LEFT.  BEAR RIGHT AND GO NORTHWEST
 CX1513'AND NORTH, ON ROAD 303, FOR 4.2 MILES TO A SHARP TURN LEFT AND
 CX1513'BUILDING NUMBER 29015 AHEAD.  TURN LEFT AND GO WEST, ON ROAD 303,
 CX1513'FOR 6.05 MILES TO TO A TRACK ROAD LEFT.  (TO REACH TRIANGULATION
 CX1513'STATION PLUM 1966 FROM THIS POINT, CONTINUE WEST ON ROAD 303 FOR 0.2
 CX1513'MILE TO THE STATION ON THE RIGHT.) TURN LEFT AND GO SOUTH FOR 1.1
 CX1513'MILES TO THE STATION ON THE RIGHT.
 CX1513'
 CX1513'THE STATION IS A STANDARD DISK, STAMPED ALKALI TARGET 2 1968, SET IN
 CX1513'THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 CX1513'PROJECTS 8 INCHES ABOVE THE GROUND.  IT IS ABOUT 150 FEET NORTH OF A
 CX1513'TRIANGULAR BLAZED TELEPHONE POLE AND 12.0 FEET SOUTHWEST OF
 CX1513'A WITNESS POST.  THE UNDERGROUND MARK WAS SET 37 INCHES BELOW THE
 CX1513'SURFACE OF OF THE GROUND.
 CX1513'
 CX1513'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED ALKALI TARGET 2 NO 1
 CX1513'1968, SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN
 CX1513'DIAMETER, THAT PROJECTS 8 INCHES ABOVE THE GROUND.  IT IS 33.1 FEET
 CX1513'NORTH OF THE WITNESS POST AND ABOUT THE SAME ELEVATION AS THE
 CX1513'STATION.
 CX1513'
 CX1513'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED ALKALI TARGET 2 NO 2
 CX1513'1968, SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN
 CX1513'DIAMETER, THAT PROJECTS 12 INCHES ABOVE THE GROUND.  IT IS 26.5 FEET
 CX1513'EAST OF THE WITNESS POST AND ABOUT THE SAME ELEVATION AS THE
 CX1513'STATION.
 CX1513'
 CX1513'TRIANGULATION STATION PLUM 1966 WILL SERVE AS AN AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0460 ***********************************************************************
 CW0460  SACS        -  This is a Secondary Airport Control Station.
 CW0460  DESIGNATION -  ALM AP STA A
 CW0460  PID         -  CW0460
 CW0460  STATE/COUNTY-  NM/OTERO
 CW0460  USGS QUAD   -  ALAMOGORDO SOUTH (1981)
 CW0460
 CW0460                         *CURRENT SURVEY CONTROL
 CW0460  ___________________________________________________________________
 CW0460* NAD 83(1992)-  32 50 47.16508(N)    105 58 55.80960(W)     ADJUSTED  
 CW0460* NAVD 88     -      1279.017  (meters)    4196.24   (feet)  ADJUSTED  
 CW0460  ___________________________________________________________________
 CW0460  X           -  -1,477,130.807 (meters)                     COMP
 CW0460  Y           -  -5,157,424.336 (meters)                     COMP
 CW0460  Z           -   3,440,344.604 (meters)                     COMP
 CW0460  LAPLACE CORR-          10.45  (seconds)                    DEFLEC99
 CW0460  ELLIP HEIGHT-        1256.77  (meters)          (08/10/01) GPS OBS
 CW0460  GEOID HEIGHT-         -22.26  (meters)                     GEOID03
 CW0460  DYNAMIC HT  -        1277.123 (meters)    4190.03  (feet)  COMP
 CW0460  MODELED GRAV-     979,114.0   (mgal)                       NAVD 88
 CW0460
 CW0460  HORZ ORDER  -  FIRST
 CW0460  VERT ORDER  -  SECOND    CLASS 0
 CW0460  ELLP ORDER  -  THIRD     CLASS II
 CW0460
 CW0460.This mark is at Alamogordo-White Sands Regional Airport (ALM)
 CW0460
 CW0460.The horizontal coordinates were established by GPS observations
 CW0460.and adjusted by the National Geodetic Survey in March 1997..
 CW0460
 CW0460.The orthometric height was determined by differential leveling
 CW0460.and adjusted by the National Geodetic Survey in June 1991..
 CW0460
 CW0460.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CW0460
 CW0460.The Laplace correction was computed from DEFLEC99 derived deflections.
 CW0460
 CW0460.The ellipsoidal height was determined by GPS observations
 CW0460.and is referenced to NAD 83.
 CW0460
 CW0460.The geoid height was determined by GEOID03.
 CW0460
 CW0460.The dynamic height is computed by dividing the NAVD 88
 CW0460.geopotential number by the normal gravity value computed on the
 CW0460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0460.degrees latitude (g = 980.6199 gals.).
 CW0460
 CW0460.The modeled gravity was interpolated from observed gravity values.
 CW0460
 CW0460;                    North         East     Units Scale Factor Converg.
 CW0460;SPC NM C     -   204,754.166   525,070.437   MT  0.99990775   +0 08 43.0
 CW0460;SPC NM C     -   671,764.29  1,722,668.59   sFT  0.99990775   +0 08 43.0
 CW0460;UTM  13      - 3,634,690.198   408,089.353   MT  0.99970416   -0 31 57.9
 CW0460
 CW0460!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CW0460!SPC NM C     -   0.99980272  x   0.99990775  =   0.99971049
 CW0460!UTM  13      -   0.99980272  x   0.99970416  =   0.99950694
 CW0460
 CW0460                          SUPERSEDED SURVEY CONTROL
 CW0460
 CW0460  ELLIP H (03/20/97) 1256.83   (m)                       GP(       ) 3 1
 CW0460  NAVD 88 (03/20/97) 1279.02   (m)         4196.3    (f) LEVELING    3  
 CW0460  NGVD 29 (??/??/92) 1278.390  (m)         4194.18   (f) ADJ UNCH    2 0
 CW0460
 CW0460.Superseded values are not recommended for survey control.
 CW0460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0460.See file dsdata.txt to determine how the superseded data were derived.
 CW0460
 CW0460_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDS0808934690(NAD 83)
 CW0460_MARKER: DT = TOPOGRAPHIC STATION DISK
 CW0460_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CW0460_SP_SET: MONUMENT
 CW0460_STAMPING: AP 1962 STA. A
 CW0460_MARK LOGO: CGS   
 CW0460_MAGNETIC: N = NO MAGNETIC MATERIAL
 CW0460_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CW0460+STABILITY: SURFACE MOTION
 CW0460_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CW0460+SATELLITE: SATELLITE OBSERVATIONS - April 23, 1997
 CW0460
 CW0460  HISTORY     - Date     Condition        Report By
 CW0460  HISTORY     - 1962     MONUMENTED       CGS
 CW0460  HISTORY     - 1975     GOOD             USGS
 CW0460  HISTORY     - 19880615 GOOD             CGS
 CW0460  HISTORY     - 19960111 GOOD             CHANCE
 CW0460  HISTORY     - 19970423 GOOD             NGS
 CW0460
 CW0460                          STATION DESCRIPTION
 CW0460
 CW0460'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 CW0460'IN ALAMOGORDO MUNI AIRPORT.
 CW0460'IN THE NE SECTION OF THE AIRPORT, NEAR RUNWAY END 21.  50.00 FT. SE OF
 CW0460'THE SE CORNER OF RUNWAY END 21.  125.00 FT. SE OF THE CENTERLINE OF
 CW0460'RUNWAY END 21.  A STANDARD TOPOGRAPHIC SURVEY DISK STAMPED AP 1962
 CW0460'STA. A, AND SET IN A CONCRETE MONUMENT FLUSH WITH THE GROUND. STATION
 CW0460'IS 4 FT. NW OF A WITNESS POST.
 CW0460
 CW0460                          STATION RECOVERY (1975)
 CW0460
 CW0460'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 CW0460'RECOVERED IN GOOD CONDITION.
 CW0460
 CW0460                          STATION RECOVERY (1988)
 CW0460
 CW0460'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1988
 CW0460'IN THE NORTHEAST SECTION OF THE AIRPORT, NEAR RUNWAY END 21.  50.0 FT
 CW0460'(15.2 M) SE OF THE SE CORNER OF THE RUNWAY END 21, 125.0 FT (38.1 M)
 CW0460'SE OF THE CENTERLINE OF THE RUNWAY.  A STANDARD TOPOGRAPHIC SURVEY
 CW0460'DISK STAMPED AP 1962 STA A, SET IN A CONCRETE MONUMENT FLUSH WITH THE
 CW0460'GROUND LEVEL.  STATION IS 4 FT (1.2 M) NW OF A WITNESS POST.
 CW0460
 CW0460                          STATION RECOVERY (1996)
 CW0460
 CW0460'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (KB)
 CW0460'RECOVERED IN GOOD CONDITION.  A NEW AND COMPLETE DESCRIPTION FOLLOWS
 CW0460'THE STATION IS LOCATED APPROXIMATELY 9.7 KM (6.00 MI) SOUTHWEST OF THE
 CW0460'CITY OF ALAMOGORDO AT THE ALAMOGORDO-WHITE SANDS REGIONAL AIRPORT.
 CW0460'OWNERSHIP -- CITY OF ALAMOGORDO, DUKE PREWITT - AIRPORT MAINTENANCE
 CW0460'SUPERVISOR, PHONE (505) 439-4110 TO REACH THE STATION FROM THE
 CW0460'JUNCTION OF US HIGHWAYS 54 AND 70 SOUTHWEST OF ALAMOGORDO, PROCEED
 CW0460'SOUTHWEST ON US HIGHWAY 70 FOR 3.1 KM (1.90 MI) TO THE JUNCTION WITH
 CW0460'AIRPORT ROAD ON THE LEFT.  TURN LEFT AND GO SOUTH ON AIRPORT ROAD FOR
 CW0460'2.4 KM (1.50 MI) TO THE AIRPORT TERMINAL BUILDING.  TURN LEFT AND GO
 CW0460'NORTHEAST ALONG THE FRONT OF THE TERMINAL BUILDING THEN TURN RIGHT AND
 CW0460'GO SOUTHWEST TO A LOCKED ACCESS GATE.  PASS THROUGH GATE AND PROCEED
 CW0460'SOUTHEAST FOR 0.15 KM (0.10 MI) ACROSS APRON AND CROSS TAXIWAY TO THE
 CW0460'JUNCTION WITH THE PARALLEL TAXIWAY.  TURN LEFT AND GO NORTHEAST ALONG
 CW0460'THE PARALLEL TAXIWAY FOR 1.2 KM (0.75 MI) TO THE END OF THE TAXIWAY AT
 CW0460'THE APPROACH END OF RUNWAY 21.  TURN RIGHT AND PROCEED SOUTHEAST
 CW0460'CROSSING THE APPROACH END OF RUNWAY 21 TO THE STATION SOUTHEAST OF THE
 CW0460'RUNWAY END THE STATION IS A STANDARD SURVEY DISK SET INTO THE TOP OF A
 CW0460'SQUARE CONCRETE MONUMENT 5 CM BELOW GROUND LEVEL.  THE STATION IS
 CW0460'LOCATED 38.10 M (125.00 FT) SOUTHEAST OF THE CENTERLINE END OF RUNWAY
 CW0460'21, 15.35 M (50.36 FT) SOUTHEAST OF THE SOUTHEAST EDGE OF RUNWAY 3-21,
 CW0460'12.0 M (39.4 FT) SOUTHEAST OF THE SOUTHEASTERNMOST THRESHOLD LIGHT,
 CW0460'46.0 M (150.9 FT) SOUTHWEST OF THE SOUTHEASTERN RUNWAY END IDENTIFIER
 CW0460'LIGHT (REIL) , 62.9 M (206.4 FT) SOUTH-SOUTHWEST OF THE SOUTHEAST
 CW0460'CORNER OF THE OVERRUN AT THE APPROACH END OF RUNWAY 21, AND 0.9 M (3.0
 CW0460'FT) NORTHWEST OF A CARSONITE WITNESS POST THE STATION IS DESIGNATED AS
 CW0460'A SECONDARY AIRPORT CONTROL STATION ( SACS) - NEW MEXICO ANA SURVEYS
 CW0460'1996
 CW0460
 CW0460                          STATION RECOVERY (1997)
 CW0460
 CW0460'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (ED)
 CW0460'RECOVERED IN GOOD CONDITION.  A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 CW0460'THE STATION IS LOCATED APPROXIMATELY 9.7 KM (6.00 MI) SOUTHWEST OF THE
 CW0460'CITY OF ALAMOGORDO AT THE ALAMOGORDO-WHITE SANDS REGIONAL AIRPORT.
 CW0460'OWNERSHIP -- CITY OF ALAMOGORDO, DUKE PREWITT - AIRPORT MAINTENANCE
 CW0460'SUPERVISOR, PHONE (505) 439-4110.  TO REACH THE STATION FROM THE
 CW0460'JUNCTION OF US HIGHWAYS 54 AND 70 SOUTHWEST OF ALAMOGORDO, PROCEED
 CW0460'SOUTHWEST ON US HIGHWAY 70 FOR 3.1 KM (1.90 MI) TO THE JUNCTION WITH
 CW0460'AIRPORT ROAD ON THE LEFT.  TURN LEFT AND GO SOUTH ON AIRPORT ROAD FOR
 CW0460'2.4 KM (1.50 MI) TO THE AIRPORT TERMINAL BUILDING. TURN LEFT AND GO
 CW0460'NORTHEAST ALONG THE FRONT OF THE TERMINAL BUILDING THEN TURN RIGHT AND
 CW0460'GO SOUTHWEST TO A LOCKED ACCESS GATE.  PASS THROUGH GATE AND PROCEED
 CW0460'SOUTHEAST FOR 0.15 KM (0.10 MI) ACROSS APRON AND CROSS TAXIWAY TO THE
 CW0460'JUNCTION WITH THE PARALLEL TAXIWAY.  TURN LEFT AND GO NORTHEAST ALONG
 CW0460'THE PARALLEL TAXIWAY FOR 1.2 KM (0.75 MI) TO THE END OF THE TAXIWAY AT
 CW0460'THE APPROACH END OF RUNWAY 21.  TURN RIGHT AND PROCEED SOUTHEAST
 CW0460'CROSSING THE APPROACH END OF RUNWAY 21 TO THE STATION SOUTHEAST OF THE
 CW0460'RUNWAY END.  THE STATION IS A STANDARD SURVEY DISK SET INTO THE TOP OF
 CW0460'A SQUARE CONCRETE MONUMENT , STAMPED -- AP 1962 STA.  A -- , 5 CM
 CW0460'BELOW GROUND LEVEL.  THE STATION IS LOCATED 38.10 M (125.00 FT)
 CW0460'SOUTHEAST OF THE CENTERLINE END OF RUNWAY 21, 15.35 M (50.36 FT)
 CW0460'SOUTHEAST OF THE SOUTHEAST EDGE OF RUNWAY 3-21, 12.0 M (39.4 FT)
 CW0460'SOUTHEAST OF THE SOUTHEASTERNMOST THRESHOLD LIGHT, 46.0 M (150.9 FT)
 CW0460'SOUTHWEST OF THE SOUTHEASTERN RUNWAY END IDENTIFIER LIGHT (REIL) ,
 CW0460'62.9 M (206.4 FT) SOUTH-SOUTHWEST OF THE SOUTHEAST CORNER OF THE BLAST
 CW0460'PAD AT THE APPROACH END OF RUNWAY 21, AND 0.9 M (3.0 FT) NORTHWEST OF
 CW0460'A CARSONITE WITNESS POST.  THE STATION IS DESIGNATED AS A SECONDARY
 CW0460'AIRPORT CONTROL STATION ( SACS) - NEW MEXICO ANA SURVEYS 1996
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC7394 ***********************************************************************
 AC7394  DESIGNATION -  ALM AP STA B
 AC7394  PID         -  AC7394
 AC7394  STATE/COUNTY-  NM/OTERO
 AC7394  USGS QUAD   -  ALAMOGORDO SOUTH (1981)
 AC7394
 AC7394                         *CURRENT SURVEY CONTROL
 AC7394  ___________________________________________________________________
 AC7394* NAD 83(1992)-  32 49 58.63883(N)    105 59 54.42087(W)     ADJUSTED  
 AC7394* NAVD 88     -      1262.0    (meters)    4140.     (feet)  GPS OBS   
 AC7394  ___________________________________________________________________
 AC7394  X           -  -1,478,815.757 (meters)                     COMP
 AC7394  Y           -  -5,157,769.959 (meters)                     COMP
 AC7394  Z           -   3,439,079.050 (meters)                     COMP
 AC7394  LAPLACE CORR-           8.95  (seconds)                    DEFLEC99
 AC7394  ELLIP HEIGHT-        1239.61  (meters)          (11/28/01) GPS OBS
 AC7394  GEOID HEIGHT-         -22.40  (meters)                     GEOID03
 AC7394
 AC7394  HORZ ORDER  -  THIRD
 AC7394  ELLP ORDER  -  THIRD     CLASS II
 AC7394
 AC7394.This mark is at Alamogordo-White Sands Regional Airport (ALM)
 AC7394
 AC7394.The horizontal coordinates were established by GPS observations
 AC7394.and adjusted by the National Geodetic Survey in September 1997..
 AC7394
 AC7394.The orthometric height was determined by GPS observations and a
 AC7394.high-resolution geoid model.
 AC7394
 AC7394.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7394
 AC7394.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC7394
 AC7394.The ellipsoidal height was determined by GPS observations
 AC7394.and is referenced to NAD 83.
 AC7394
 AC7394.The geoid height was determined by GEOID03.
 AC7394
 AC7394;                    North         East     Units Scale Factor Converg.
 AC7394;SPC NM C     -   203,255.663   523,550.008   MT  0.99990684   +0 08 11.0
 AC7394;SPC NM C     -   666,847.95  1,717,680.32   sFT  0.99990684   +0 08 11.0
 AC7394;UTM  13      - 3,633,210.087   406,551.611   MT  0.99970767   -0 32 29.0
 AC7394
 AC7394!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7394!SPC NM C     -   0.99980541  x   0.99990684  =   0.99971227
 AC7394!UTM  13      -   0.99980541  x   0.99970767  =   0.99951314
 AC7394
 AC7394                          SUPERSEDED SURVEY CONTROL
 AC7394
 AC7394  ELLIP H (09/16/97) 1239.67   (m)                       GP(       ) 3 2
 AC7394
 AC7394.Superseded values are not recommended for survey control.
 AC7394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7394.See file dsdata.txt to determine how the superseded data were derived.
 AC7394
 AC7394_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDS0655233210(NAD 83)
 AC7394_MARKER: DT = TOPOGRAPHIC STATION DISK
 AC7394_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC7394_STAMPING: AP 1962 STA. B
 AC7394_MARK LOGO: CGS   
 AC7394_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC7394_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC7394+STABILITY: SURFACE MOTION
 AC7394_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7394+SATELLITE: SATELLITE OBSERVATIONS - April 23, 1997
 AC7394
 AC7394  HISTORY     - Date     Condition        Report By
 AC7394  HISTORY     - 1962     MONUMENTED       CGS
 AC7394  HISTORY     - 19880615 GOOD             CGS
 AC7394  HISTORY     - 19960607 GOOD             CHANCE
 AC7394  HISTORY     - 19970423 GOOD             NGS
 AC7394
 AC7394                          STATION DESCRIPTION
 AC7394
 AC7394'DESCRIBED BY COAST AND GEODETIC SURVEY 1988 (DLW)
 AC7394'IN THE SW SECTION OF THE AIRPORT, NEAR THE SW END OF RUNWAY 3-21
 AC7394'(RUNWAY END 31) , 50.0 FT (15.2 M) SE OF THE S CORNER OF RUNWAY END 3,
 AC7394'125.0 FT (38.1 M) SE OF THE CENTERLINE OF THE RUNWAY, 4 FT (1.2 M) NW
 AC7394'OF A WITNESS POST.  A STANDARD TOPOGRAPHIC DISK STAMPED AP 1962 STA B,
 AC7394'SET IN THE TOP OF A CONCRETE MONUMENT FLUSH WITH THE GROUND.
 AC7394
 AC7394                          STATION RECOVERY (1996)
 AC7394
 AC7394'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (MFY)
 AC7394'RECOVERY NOTE BY CHANCE 1996 RECOVERED IN GOOD CONDITION.  A NEW AND
 AC7394'COMPLETE DESCRIPTION FOLLOWS THE STATION IS LOCATED APPROXIMATELY 9.7
 AC7394'KM (6.00 MI) SOUTHWEST OF THE CITY OF ALAMOGORDO AT THE
 AC7394'ALAMOGORDO-WHITE SANDS REGIONAL AIRPORT.  OWNERSHIP -- CITY OF
 AC7394'ALAMOGORDO, DUKE PREWITT - AIRPORT MAINTENANCE SUPERVISOR, PHONE (505)
 AC7394'439-4110 TO REACH THE STATION FROM THE INTERSECTION OF US HIGHWAY 70
 AC7394'AND US HIGHWAY 54 SOUTH OF ALAMOGORDO, PROCEED SOUTHWEST ON US HIGHWAY
 AC7394'70 FOR 2.9 KM (1.80 MI) TO AIRPORT ROAD ON THE LEFT.  TURN LEFT AND
 AC7394'PROCEED SOUTH ON AIRPORT ROAD FOR 2.4 KM (1.50 MI) TO THE AIRPORT
 AC7394'TERMINAL BUILDING.  TURN LEFT AND GO NORTHEAST ALONG THE FRONT OF THE
 AC7394'TERMINAL BUILDING THEN TURN RIGHT AND GO SOUTHWEST TO THE ACCESS GATE.
 AC7394'PASS THROUGH THE ACCESS GATE AND PROCEED EAST ACROSS THE APRON FOR
 AC7394'0.24 KM (0.15 MI) TO TAXIWAY A.  TURN RIGHT ON TAXIWAY A AND PROCEED
 AC7394'SOUTHWEST FOR 0.8 KM (0.50 MI) TO THE END OF RUNWAY 3.  CROSS RUNWAY 3
 AC7394'TO THE STATION APPROXIMATELY 15.2 M (49.9 FT) SOUTHEAST OF THE
 AC7394'SOUTHWEST CORNER OF THE RUNWAY THE STATION IS A STANDARD TOPOGRAPHIC
 AC7394'DISK SET INTO THE TOP OF A CONCRETE MONUMENT FLUSH WITH THE GROUND.
 AC7394'THE STATION IS LOCATED 21.6 M (70.9 FT) NORTHWEST OF EDGE OF MOWED
 AC7394'GRASS, 15.5 M (50.9 FT) SOUTHEAST OF SOUTH EDGE OF RUNWAY 3, 14.9 M
 AC7394'(48.9 FT) NORTHEAST OF LIGHT BOX, AND 12.2 M (40.0 FT) SOUTHEAST OF
 AC7394'THE SOUTHERN RUNWAY LIGHT
 AC7394
 AC7394                          STATION RECOVERY (1997)
 AC7394
 AC7394'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (ED)
 AC7394'THE STATION IS LOCATED ABOUT 6.0 MI (9.7 KM) SOUTHWEST OF
 AC7394'ALAMOGORDO,N.M.  IN THE SOUTHWEST SECTION OF THE AIRPORT,NEAR THE
 AC7394'SOUTHWEST END OF RUNWAY 3 - 21.  OWNERSHIP -- CITY OF ALAMOGORDO,DUKE
 AC7394'PREWITT-AIRPORT MAINTENANCE SUPERVISOR,PHONE 505-439-4110.FOR ACCESS
 AC7394'TO STATION A CARD KEY MUST BE OBTAIN FROM AIRPORT MANAGER OFFICE IN
 AC7394'TERMINAL BUILDING.  TO REACH FROM THE JUNCTION OF U.S.HIGHWAY 54 AND
 AC7394'70 SOUTHWEST OF ALAMOGORDO,PROCEED SOUTHWEST ON U.S.HWY 70 FOR 1.9 MI
 AC7394'(3.1 KM) TO THE JUNCTION WITH AIRPORT ROAD ON THE LEFT.  TURN LEFT AND
 AC7394'TRAVEL SOUTH ON AIRPORT ROAD FOR 1.5 MI (2.4 KM) TO TERMINAL BUILDING.
 AC7394'TURN LEFT AND GO ALONG THE FRONT OF TERMINAL BUILDING (NORTHEAST) TO A
 AC7394'LOCKED ACCESS GATE.  PASS THROUGH GATE AND PROCEED SOUTHEAST FOR .10
 AC7394'MI (0.16 KM) ACROSS RAMP AND CONNECTOR TAXIWAY TO THE PARALLEL
 AC7394'TAXIWAY.  TURN RIGHT AND PROCEED SOUTHWEST ON THE TAXIWAY FOR .5 MI
 AC7394'(0.8 KM) TO THE END OF TAXIWAY AT THE APPROACH END OF RUNWAY 3.  CROSS
 AC7394'RUNWAY END TO THE STATION ON THE RIGHT.  THE STATION IS A STANDARD
 AC7394'USCGS TOPOGRAPHIC DISK -- STAMPED AP 1962 STA. B -- SET IN THE TOP OF
 AC7394'A SQUARE CONCRETE MONUMENT SET FLUSH TO THE GROUND.  THE STATION IS
 AC7394'54.4 FT (16.6 M) SOUTHEAST OF THE SOUTH CORNER OF THE RUNWAY, 125 FT
 AC7394'(38.1 M) SOUTHEAST OF THE CENTERLINE OF RUNWAY, 51.3 FT (15.6 M) NORTH
 AC7394'OF A SLOPE INDICATOR STROBE LIGHT, AND 45.5 FT (13.9 M) SOUTHEAST OF
 AC7394'THE SOUTHERNMOST RED/GREEN THRESHOLD LIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0461 ***********************************************************************
 CW0461  DESIGNATION -  ALM ARP
 CW0461  PID         -  CW0461
 CW0461  STATE/COUNTY-  NM/OTERO
 CW0461  USGS QUAD   -  ALAMOGORDO SOUTH (1981)
 CW0461
 CW0461                         *CURRENT SURVEY CONTROL
 CW0461  ___________________________________________________________________
 CW0461* NAD 83(1992)-  32 50 27.75803(N)    105 59 19.24556(W)     ADJUSTED  
 CW0461* NAVD 88     -      1271.810  (meters)    4172.60   (feet)  ADJUSTED  
 CW0461  ___________________________________________________________________
 CW0461  X           -  -1,477,804.440 (meters)                     COMP
 CW0461  Y           -  -5,157,562.379 (meters)                     COMP
 CW0461  Z           -   3,439,838.284 (meters)                     COMP
 CW0461  LAPLACE CORR-           9.82  (seconds)                    DEFLEC99
 CW0461  ELLIP HEIGHT-        1249.52  (meters)          (11/28/01) GPS OBS
 CW0461  GEOID HEIGHT-         -22.32  (meters)                     GEOID03
 CW0461  DYNAMIC HT  -        1269.928 (meters)    4166.42  (feet)  COMP
 CW0461  MODELED GRAV-     979,115.0   (mgal)                       NAVD 88
 CW0461
 CW0461  HORZ ORDER  -  THIRD
 CW0461  VERT ORDER  -  SECOND    CLASS 0
 CW0461  ELLP ORDER  -  THIRD     CLASS II
 CW0461
 CW0461.This mark is at Alamogordo-White Sands Regional Airport (ALM)
 CW0461
 CW0461.The horizontal coordinates were established by GPS observations
 CW0461.and adjusted by the National Geodetic Survey in September 1997..
 CW0461
 CW0461.The orthometric height was determined by differential leveling
 CW0461.and adjusted by the National Geodetic Survey in June 1991..
 CW0461
 CW0461.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CW0461
 CW0461.The Laplace correction was computed from DEFLEC99 derived deflections.
 CW0461
 CW0461.The ellipsoidal height was determined by GPS observations
 CW0461.and is referenced to NAD 83.
 CW0461
 CW0461.The geoid height was determined by GEOID03.
 CW0461
 CW0461.The dynamic height is computed by dividing the NAVD 88
 CW0461.geopotential number by the normal gravity value computed on the
 CW0461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0461.degrees latitude (g = 980.6199 gals.).
 CW0461
 CW0461.The modeled gravity was interpolated from observed gravity values.
 CW0461
 CW0461;                    North         East     Units Scale Factor Converg.
 CW0461;SPC NM C     -   204,154.843   524,462.543   MT  0.99990738   +0 08 30.2
 CW0461;SPC NM C     -   669,798.01  1,720,674.19   sFT  0.99990738   +0 08 30.2
 CW0461;UTM  13      - 3,634,098.230   407,474.534   MT  0.99970556   -0 32 10.4
 CW0461
 CW0461!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CW0461!SPC NM C     -   0.99980386  x   0.99990738  =   0.99971126
 CW0461!UTM  13      -   0.99980386  x   0.99970556  =   0.99950948
 CW0461
 CW0461                          SUPERSEDED SURVEY CONTROL
 CW0461
 CW0461  ELLIP H (09/16/97) 1249.58   (m)                       GP(       ) 3 2
 CW0461  NAVD 88 (09/16/97) 1271.81   (m)         4172.6    (f) LEVELING    3  
 CW0461  NGVD 29 (??/??/92) 1271.186  (m)         4170.55   (f) ADJ UNCH    2 0
 CW0461
 CW0461.Superseded values are not recommended for survey control.
 CW0461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0461.See file dsdata.txt to determine how the superseded data were derived.
 CW0461
 CW0461_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDS0747534098(NAD 83)
 CW0461_MARKER: DT = TOPOGRAPHIC STATION DISK
 CW0461_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CW0461_SP_SET: MONUMENT
 CW0461_STAMPING: ARP 1962
 CW0461_MARK LOGO: CGS   
 CW0461_MAGNETIC: N = NO MAGNETIC MATERIAL
 CW0461_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CW0461+STABILITY: SURFACE MOTION
 CW0461_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CW0461+SATELLITE: SATELLITE OBSERVATIONS - April 23, 1997
 CW0461
 CW0461  HISTORY     - Date     Condition        Report By
 CW0461  HISTORY     - 1962     MONUMENTED       CGS
 CW0461  HISTORY     - 1975     GOOD             USGS
 CW0461  HISTORY     - 19850615 GOOD             CGS
 CW0461  HISTORY     - 19960607 GOOD             CHANCE
 CW0461  HISTORY     - 19970423 GOOD             NGS
 CW0461
 CW0461                          STATION DESCRIPTION
 CW0461
 CW0461'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 CW0461'IN ALAMOGORDO MUNI AIRPORT.
 CW0461'IN THE APPROXIMATE CENTER OF THE AIRPORT, 50.50 FT. SE OF THE SE EDGE
 CW0461'OF RUNWAY 3-21.  88.20 FT. SW OF A RUNWAY LIGHT.  123.10 FT. E OF A
 CW0461'RUNWAY LIGHT.  296.0 FT. NE OF THE CENTERLINE EXTENDED OF THE CROSS
 CW0461'TAXI-WAY WHICH IS IN THE APPROXIMATE CENTER OF THE RUNWAY AREA.
 CW0461'1740.42 FT. SE OF THE AIRPORT BEACON.  4 FT. NW OF A WITNESS POST.  A
 CW0461'STANDARD TOPOGRAPHIC DISK STAMPED ARP 1962, SET IN THE TOP OF A
 CW0461'CONCRETE MONUMENT FLUSH WITH THE GROUND.
 CW0461
 CW0461                          STATION RECOVERY (1975)
 CW0461
 CW0461'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 CW0461'RECOVERED IN GOOD CONDITION.
 CW0461
 CW0461                          STATION RECOVERY (1985)
 CW0461
 CW0461'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1985
 CW0461'STATION IS LOCATED IN THE APPROXIMATE CENTER OF THE AIRPORT.  IT IS
 CW0461'50.5 FT (15.4 M) SE OF THE SE EDGE OF RUNWAY 3-21, 125.5 FT (38.3 M)
 CW0461'SE OF THE CENTERLINE OF THE RUNWAY, 88.2 FT (26.9 M) SW OF A RUNWAY
 CW0461'LIGHT, 123.1 FT (37.5 M) EAST OF A RUNWAY LIGHT, 296.0 FT (90.2 M) NE
 CW0461'OF THE CENTERLINE EXTENDED OF THE CROSS TAXIWAY WHICH IS IN THE
 CW0461'APPROXIMATE CENTER OF THE RUNWAY AREA AND 4 FT (1.2 M) NW OF A WITNESS
 CW0461'POST.  A STANDARD TOPOGRAPHIC DISK STAMPED ARP 1962 SET IN THE TOP OF
 CW0461'A CONCRETE MONUMENT FLUSH WITH GROUND LEVEL.
 CW0461
 CW0461                          STATION RECOVERY (1996)
 CW0461
 CW0461'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (MFY)
 CW0461'RECOVERY NOTE BY CHANCE 1996 RECOVERED IN GOOD CONDITION.  A NEW AND
 CW0461'COMPLETE DESCRIPTION FOLLOWS THE STATION IS LOCATED APPROXIMATELY 9.7
 CW0461'KM (6.00 MI) SOUTHWEST OF THE CITY OF ALAMOGORDO AT THE
 CW0461'ALAMOGORDO-WHITE SANDS REGIONAL AIRPORT.  OWNERSHIP -- CITY OF
 CW0461'ALAMOGORDO, DUKE PREWITT - AIRPORT MAINTENANCE SUPERVISOR, PHONE (505)
 CW0461'439-4110 TO REACH THE STATION FROM THE INTERSECTION OF US HIGHWAY 70
 CW0461'AND US HIGHWAY 54 SOUTH OF ALAMOGORDO, PROCEED SOUTHWEST ON US HIGHWAY
 CW0461'70 FOR 2.9 KM (1.80 MI) TO AIRPORT ROAD ON THE LEFT.  TURN LEFT AND
 CW0461'PROCEED SOUTH ON AIRPORT ROAD FOR 2.4 KM (1.50 MI) TO THE AIRPORT
 CW0461'TERMINAL BUILDING.  TURN LEFT AND GO NORTHEAST ALONG THE FRONT OF THE
 CW0461'TERMINAL BUILDING THEN TURN RIGHT AND GO SOUTHWEST TO THE ACCESS GATE.
 CW0461'PASS THROUGH THE ACCESS GATE AND PROCEED EAST ACROSS THE APRON FOR
 CW0461'0.24 KM (0.15 MI) TO TAXIWAY A.  TURN LEFT ON TAXIWAY A AND PROCEED
 CW0461'NORTH FOR 0.32 KM (0.20 MI) TO TAXIWAY A1.  CROSS TAXIWAY A1 AND THE
 CW0461'STATION IS ON THE LEFT, LOCATED APPROXIMATELY 76.0 M (249.3 FT) NORTH
 CW0461'THE STATION IS A STANDARD TOPOGRAPHIC DISK SET INTO THE TOP OF A
 CW0461'CONCRETE MONUMENT FLUSH WITH THE GROUND.  THE STATION IS LOCATED 37.8
 CW0461'M (124.0 FT) NORTHEAST OF A RUNWAY LIGHT, 27.1 M (88.9 FT) SOUTH OF
 CW0461'RUNWAY LIGHT 339, 25.2 M (82.7 FT) NORTHWEST OF EDGE OF MOWED GRASS,
 CW0461'15.5 M (50.9 FT) SOUTHEAST OF THE SOUTH EDGE OF RUNWAY 3-21, AND 0.9 M
 CW0461'(3.0 FT) NORTHWEST OF WITNESS POST
 CW0461
 CW0461                          STATION RECOVERY (1997)
 CW0461
 CW0461'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (ED)
 CW0461'RECOVERED AS DESCRIBED IN GOOD CONDITION.  FOR ACCESS CONTACT -- CITY
 CW0461'OF ALAMOGORDO, DUKE PREWITT - AIRPORT MAINTENANCE SUPERVISOR, PHONE
 CW0461'(505) 439-4110.  THE STATION IS LOCATED ABOUT 6 MI (9.7 KM) SOUTHWEST
 CW0461'OF ALAMAGORDO AT THE ALAMAGORDO-WHITE SANDS REGIONAL AIRPORT,
 CW0461'OWNERSHIP-- CITY OF ALAMAGORDO.  TO REACH THE STATION FROM THE
 CW0461'JUNCTION OF U.S.  HIGHWAYS 54 AND 70 ON THE SOUTHWEST SIDE OF
 CW0461'ALAMAGORDO, GO SOUTHWEST ON HIGHWAY 70 FOR 2.0 MI (3.2 KM) TO THE
 CW0461'INTERSECTION WITH AIRPORT ROAD ON THE LEFT.  TURN LEFT, SOUTH ON
 CW0461'AIRPORT ROAD AND GO 1.5 MI (2.4 KM) TO THE AIRPORT TERMINAL BUILDING.
 CW0461'TURN LEFT AND GO NORTHEAST ALONG THE FRONT OF THE TERMINAL BUILDING
 CW0461'THEN TURN RIGHT AND GO SOUTHWEST TO A LOCKED GATE.  SEE THE AIRPORT
 CW0461'MANAGER IN THE TERMINAL BUILDING TO GAIN ENTRANCE.  PASS THROUGH THE
 CW0461'GATE BETWEEN THE TERMINAL BUILDING AND THE FIRE STATION. TURN RIGHT
 CW0461'AND GO SOUTHWEST FOR 0.1 MI (0.2 KM) TO A TAXIWAY. CONTINUE SOUTHWEST
 CW0461'ON THE TAXIWAY FOR 0.4 MI (0.6 KM) TO THE END OF THE TAXIWAY.  TURN
 CW0461'LEFT, SOUTHEAST, AND GO 0.1 MI (0.2 KM) TO THE OPPOSITE SIDE OF THE
 CW0461'RUNWAY.  TURN LEFT, NORTHEAST, GO 0.7 MI (1.1 KM) TO THE STATION ON
 CW0461'THE RIGHT.  THE STATION IS A STANDARD USCGS TOPOGRAPHIC DISK , STAMPED
 CW0461'-- ARP 1962 -- , SET IN THE TOP OF A SQUARE CONCRETE MONUMENT FLUSH
 CW0461'WITH GROUND LEVEL.THE STATION IS 50.5 FT (15.4 M) SOUTHEAST OF THE
 CW0461'SOUTHEAST EDGE OF RUNWAY 3 - 21 , 125.5 FT (38.3 M) SOUTHEAST OF THE
 CW0461'CENTER LINE OF THE RUNWAY, 88.2 FT (26.9 M) SOUTHWEST OF A RUNWAY
 CW0461'LIGHT, 123.1 FT (37.5 M) EAST OF A RUNWAY LIGHT AND 290 FT (88.4 M)
 CW0461'NORTHEAST OF THE EXTENDED CENTERLINE OF THE CONNECTOR TAXIWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0701 ***********************************************************************
 DT0701  DESIGNATION -  ALMA
 DT0701  PID         -  DT0701
 DT0701  STATE/COUNTY-  NM/CATRON
 DT0701  USGS QUAD   -  ALMA (1963)
 DT0701
 DT0701                         *CURRENT SURVEY CONTROL
 DT0701  ___________________________________________________________________
 DT0701* NAD 83(1992)-  33 22 32.39209(N)    108 55 41.58110(W)     ADJUSTED  
 DT0701* NAVD 88     -      1603.1    (meters)    5260.     (feet)  VERTCON   
 DT0701  ___________________________________________________________________
 DT0701  LAPLACE CORR-           1.28  (seconds)                    DEFLEC99
 DT0701  GEOID HEIGHT-         -24.00  (meters)                     GEOID03
 DT0701
 DT0701  HORZ ORDER  -  THIRD
 DT0701
 DT0701.The horizontal coordinates were established by classical geodetic methods
 DT0701.and adjusted by the National Geodetic Survey in December 1993..
 DT0701
 DT0701.The NAVD 88 height was computed by applying the VERTCON shift value to
 DT0701.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DT0701
 DT0701.The Laplace correction was computed from DEFLEC99 derived deflections.
 DT0701
 DT0701.The geoid height was determined by GEOID03.
 DT0701
 DT0701;                    North         East     Units Scale Factor Converg.
 DT0701;SPC NM W     -   263,951.429   728,121.440   MT  1.00004459   -0 36 08.6
 DT0701;SPC NM W     -   865,980.65  2,388,845.09   sFT  1.00004459   -0 36 08.6
 DT0701;SPC AZ E     -   264,096.698   328,596.193   MT  1.00006367   +0 40 53.0
 DT0701;SPC AZ E     -   866,458.98  1,078,071.50   iFT  1.00006367   +0 40 53.0
 DT0701;UTM  12      - 3,694,851.819   692,729.716   MT  1.00005797   +1 08 24.3
 DT0701
 DT0701!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DT0701!SPC NM W     -   0.99975214  x   1.00004459  =   0.99979672
 DT0701!SPC AZ E     -   0.99975214  x   1.00006367  =   0.99981580
 DT0701!UTM  12      -   0.99975214  x   1.00005797  =   0.99981010
 DT0701
 DT0701:                Primary Azimuth Mark                     Grid Az
 DT0701:SPC NM W     -  ALMA AZ MK                               079 04 33.1
 DT0701:SPC AZ E     -  ALMA AZ MK                               077 47 31.5
 DT0701:UTM  12      -  ALMA AZ MK                               077 20 00.2
 DT0701
 DT0701|---------------------------------------------------------------------|
 DT0701| PID    Reference Object                     Distance      Geod. Az  |
 DT0701|                                                           dddmmss.s |
 DT0701| CD1504 ALMA AZ MK                                         0782824.5 |
 DT0701| CD1505 ALMA RM 1                             7.984 METERS 13801     |
 DT0701| CD1506 ALMA RM 2                            12.576 METERS 23137     |
 DT0701|---------------------------------------------------------------------|
 DT0701
 DT0701                          SUPERSEDED SURVEY CONTROL
 DT0701
 DT0701  NAD 83(1992)-  33 22 32.39222(N)    108 55 41.58117(W) AD(       ) 3
 DT0701  NAD 83(1986)-  33 22 32.39086(N)    108 55 41.58140(W) AD(       ) 3
 DT0701  NAD 27      -  33 22 32.16626(N)    108 55 39.34786(W) AD(       ) 3
 DT0701  NGVD 29 (07/19/86) 1602.3    (m)         5257.     (f) VERT ANG       
 DT0701
 DT0701.Superseded values are not recommended for survey control.
 DT0701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0701.See file dsdata.txt to determine how the superseded data were derived.
 DT0701
 DT0701_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB9273094852(NAD 83)
 DT0701_MARKER: DS = TRIANGULATION STATION DISK
 DT0701_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DT0701_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DT0701
 DT0701  HISTORY     - Date     Condition        Report By
 DT0701  HISTORY     - 1966     MONUMENTED       CGS
 DT0701  HISTORY     - 1968     GOOD             USE
 DT0701  HISTORY     - 1968     GOOD             CGS
 DT0701
 DT0701                          STATION DESCRIPTION
 DT0701
 DT0701'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (JWC)
 DT0701'THE STATION IS ABOUT 7 MILES EAST OF THE ARIZONA-NEW MEXICO
 DT0701'STATE LINE, 4.5 MILES NORTHWEST OF GLENWOOD AND 1.5 MILES
 DT0701'WEST-SOUTHWEST OF ALMA ON THE SUMMIT OF A LOW HILL.
 DT0701'
 DT0701'TO REACH THE STATION FROM THE POST OFFICE IN GLENWOOD, GO NORTH
 DT0701'ON U.S. HIGHWAY 180 FOR 4.7 MILES TO A GRAVELED ROAD ON THE
 DT0701'LEFT AT A SIGN ROBERTS PARK SMOOTHING IRON.  TURN LEFT AND
 DT0701'GO NORTH THEN WEST ALONG THE GRAVELED ROAD FOR 0.35 MILE TO A FORK
 DT0701'JUST AFTER CROSSING THE SAN FRANCISCO RIVER AT A SIGN BLAKE
 DT0701'RANCH.  TAKE THE LEFT FORK AND GO WESTERLY FOR 0.35 MILE TO
 DT0701'THE AZIMUTH MARK ON THE RIGHT.  CONTINUE WESTERLY FOR 1.2
 DT0701'MILES.  AT THIS POINT LEAVE THE ROAD AND WORK YOUR WAY
 DT0701'SOUTHERLY THEN EASTERLY ACROSS COUNTRY FOR 0.5 MILE TO THE TOP
 DT0701'OF A LOW HILL AND THE STATION SITE.
 DT0701'
 DT0701'THE STATION IS A STANDARD DISK, STAMPED ALMA 1966, SET IN THE
 DT0701'TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 DT0701'PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS 17 FEET SOUTH OF THE
 DT0701'NORTH EDGE OF THE HILL AND 7.2 FEET NORTHEAST OF A WITNESS POST.
 DT0701'
 DT0701'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED ALMA NO 1 1966,
 DT0701'CEMENTED IN A DRILL HOLE IN 1 BY 2 FOOT ROCK OUTCROP.  IT IS
 DT0701'40 FEET SOUTH-SOUTHEAST OF THE NORTH EDGE OF THE HILL, 30.1 FEET
 DT0701'SOUTHEAST OF A WITNESS POST AND ABOUT 6 INCHES LOWER IN ELEVATION
 DT0701'THAN THE STATION.
 DT0701'
 DT0701'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED ALMA NO 2 1966,
 DT0701'CEMENTED IN A DRILL HOLE IN 1 BY 3 FOOT ROCK OUTCROP THAT
 DT0701'PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS 34.8 FEET SOUTHWEST
 DT0701'OF A WITNESS POST, 31 FEET SOUTHEAST OF THE NORTH EDGE OF THE
 DT0701'HILL AND ABOUT THE SAME ELEVATION AS THE STATION.
 DT0701'
 DT0701'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED ALMA 1966, SET
 DT0701'IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER,
 DT0701'THAT PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS 49 FEET WEST
 DT0701'OF THE CENTERLINE OF THE ROAD, 27 FEET EAST OF THE EDGE OF THE
 DT0701'HILL AND 1.7 FEET SOUTHEAST OF A WITNESS POST.
 DT0701
 DT0701                          STATION RECOVERY (1968)
 DT0701
 DT0701'RECOVERY NOTE BY US ENGINEERS 1968
 DT0701'ALL MARKS FOUND IN EXCELLENT CONDITION AS DESCRIBED.
 DT0701
 DT0701                          STATION RECOVERY (1968)
 DT0701
 DT0701'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (WFF)
 DT0701'THE STATION MARK, REFERENCE MARK NUMBER 1, REFERENCE MARK NUMBER 2
 DT0701'AND THE AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.
 DT0701'
 DT0701'THE ORIGINAL 1966 DESCRIPTION TO REACH THE STATION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0472 ***********************************************************************
 GN0472  DESIGNATION -  ALTA
 GN0472  PID         -  GN0472
 GN0472  STATE/COUNTY-  NM/RIO ARRIBA
 GN0472  USGS QUAD   -  ARROYO DEL AGUA (1979)
 GN0472
 GN0472                         *CURRENT SURVEY CONTROL
 GN0472  ___________________________________________________________________
 GN0472* NAD 83(1992)-  36 13 21.81553(N)    106 39 39.07897(W)     ADJUSTED  
 GN0472* NAVD 88     -      2688.3    (meters)    8820.     (feet)  VERTCON   
 GN0472  ___________________________________________________________________
 GN0472  LAPLACE CORR-          -1.24  (seconds)                    DEFLEC99
 GN0472  GEOID HEIGHT-         -18.46  (meters)                     GEOID03
 GN0472
 GN0472  HORZ ORDER  -  THIRD
 GN0472
 GN0472.The horizontal coordinates were established by classical geodetic methods
 GN0472.and adjusted by the National Geodetic Survey in December 1993..
 GN0472
 GN0472.The NAVD 88 height was computed by applying the VERTCON shift value to
 GN0472.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GN0472
 GN0472.The Laplace correction was computed from DEFLEC99 derived deflections.
 GN0472
 GN0472.The geoid height was determined by GEOID03.
 GN0472
 GN0472;                    North         East     Units Scale Factor Converg.
 GN0472;SPC NM C     -   579,302.650   463,063.816   MT  0.99991680   -0 14 34.0
 GN0472;SPC NM C     - 1,900,595.44  1,519,235.20   sFT  0.99991680   -0 14 34.0
 GN0472;UTM  13      - 4,009,931.230   350,726.743   MT  0.99987455   -0 58 53.8
 GN0472
 GN0472!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GN0472!SPC NM C     -   0.99958115  x   0.99991680  =   0.99949799
 GN0472!UTM  13      -   0.99958115  x   0.99987455  =   0.99945575
 GN0472
 GN0472:                Primary Azimuth Mark                     Grid Az
 GN0472:SPC NM C     -  X 72                                     148 20 23.5
 GN0472:UTM  13      -  X 72                                     149 04 43.3
 GN0472
 GN0472|---------------------------------------------------------------------|
 GN0472| PID    Reference Object                     Distance      Geod. Az  |
 GN0472|                                                           dddmmss.s |
 GN0472| GN0234 X 72                                APPROX. 7.2 KM 1480549.5 |
 GN0472|---------------------------------------------------------------------|
 GN0472
 GN0472                          SUPERSEDED SURVEY CONTROL
 GN0472
 GN0472  NAD 83(1986)-  36 13 21.81740(N)    106 39 39.08466(W) AD(       ) 3
 GN0472  NAD 27      -  36 13 21.75541(N)    106 39 36.95950(W) AD(       ) 3
 GN0472  NGVD 29 (07/19/86) 2687.2    (m)         8816.     (f) VERT ANG       
 GN0472
 GN0472.Superseded values are not recommended for survey control.
 GN0472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0472.See file dsdata.txt to determine how the superseded data were derived.
 GN0472
 GN0472_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCA5072709931(NAD 83)
 GN0472
 GN0472  HISTORY     - Date     Condition        Report By
 GN0472  HISTORY     - 1938     MONUMENTED       USGS
 GN0472  HISTORY     - 1951     GOOD             USGS
 GN0472
 GN0472                          STATION DESCRIPTION
 GN0472
 GN0472'DESCRIBED BY US GEOLOGICAL SURVEY 1951 (HS)
 GN0472'STATION FOUND AS DESCRIBED IN GOOD CONDITION.
 GN0472'
 GN0472'STATION IS ON A MESA WELL KNOWN AS MESA ALTA, ABOUT 4.5 MI. FROM THE
 GN0472'VILLAGE OF COYOTE, ON A MAGNETIC AZIMUTH OF 315 DEGREES, AND ABOUT
 GN0472'6.5 MI. FROM THE VILLAGE OF YOUNGSVILLE, ON A MAGNETIC AZIMUTH OF
 GN0472'281 DEGREES, AND ABOUT 1 MI. E. OF WHERE THE MESA ALTA RD. TOPS OUT
 GN0472'ON THE MESA.  STATION IS ON A SMALL PROJECTING OUTCROP OF ROCK AT
 GN0472'EDGE OF PRECIPITOUS S. SLOPE OF THE MESA, AND ABOUT 1500 FT. SW. OF
 GN0472'THE HIGHEST POINT IN THE VICINITY.
 GN0472'
 GN0472'STATION IS REACHED FROM GALLINA POST OFFICE BY THE GALLINA-COYOTE
 GN0472'ROAD, 9.6 MI. TO SIDE RD. N. TO MESA ALTA (MARKED BY USFS SIGN).
 GN0472'FOLLOW THIS SIDE RD. 3.4 MI. AND TAKE RIGHT HAND FORK DOWN CANYON
 GN0472'1.1 MI., THENCE LEAVE RD. AND TURN RIGHT OR S. UP FLAT VALLEY 1.2
 GN0472'MI. TO MOUTH OF SIDE VALLEY FROM E. AND STATION IS AT HEAD OF THIS
 GN0472'SIDE VALLEY AND DISTANT ABOUT 0.5 MI.
 GN0472'
 GN0472'STATION MARK--STANDARD BRONZE TABLET, STAMPED ---ALTA-D 1938---,
 GN0472'CEMENTED IN LEDGE.
 GN0472'
 GN0472'REFERENCE MARK NO. 1--STANDARD BRONZE REFERENCE TABLET, STAMPED
 GN0472'---NO. 1---, CEMENTED IN SOLID ROCK.  DISTANCE FROM STATION MARK
 GN0472'TO REFERENCE MARK NO. 1 IS 7.5 FT.  ANGLE BETWEEN REFERENCE MARK
 GN0472'NO. 1 AND ---PEDERNAL--- 66 DEGREES 40 MINUTES 04 SECONDS.
 GN0472'
 GN0472'REFERENCE MARK NO. 2--A NAIL IN CENTER OF TRIANGLE BLAZE, ON S.
 GN0472'FACE OF 8 IN. PINE TREE.  DISTANCE FROM STATION MARK TO REFERENCE
 GN0472'MARK NO. 2 IS 47.12 FT.  ANGLE BETWEEN REFERENCE MARK NO. 2 AND
 GN0472'---PEDERNAL--- 147 DEGREES 15 MINUTES 22 SECONDS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1659 ***********************************************************************
 FO1659  DESIGNATION -  ALTO
 FO1659  PID         -  FO1659
 FO1659  STATE/COUNTY-  NM/MCKINLEY
 FO1659  USGS QUAD   -  PUEBLO ALTO TRADING (1982)
 FO1659
 FO1659                         *CURRENT SURVEY CONTROL
 FO1659  ___________________________________________________________________
 FO1659* NAD 83(1992)-  35 55 11.18362(N)    107 33 47.71790(W)     ADJUSTED  
 FO1659* NAVD 88     -      2055.7    (meters)    6744.     (feet)  VERTCON   
 FO1659  ___________________________________________________________________
 FO1659  LAPLACE CORR-           1.16  (seconds)                    DEFLEC99
 FO1659  GEOID HEIGHT-         -20.73  (meters)                     GEOID03
 FO1659
 FO1659  HORZ ORDER  -  THIRD
 FO1659
 FO1659.The horizontal coordinates were established by classical geodetic methods
 FO1659.and adjusted by the National Geodetic Survey in December 1993..
 FO1659
 FO1659.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1659.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1659
 FO1659.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1659
 FO1659.The geoid height was determined by GEOID03.
 FO1659
 FO1659;                    North         East     Units Scale Factor Converg.
 FO1659;SPC NM W     -   545,654.753   854,373.898   MT  0.99992398   +0 09 30.4
 FO1659;SPC NM W     - 1,790,202.30  2,803,058.36   sFT  0.99992398   +0 09 30.4
 FO1659;SPC NM C     -   546,408.868   381,480.864   MT  1.00007303   -0 46 13.8
 FO1659;SPC NM C     - 1,792,676.43  1,251,575.13   sFT  1.00007303   -0 46 13.8
 FO1659;UTM  13      - 3,978,086.340   268,721.909   MT  1.00025915   -1 30 15.9
 FO1659
 FO1659!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1659!SPC NM W     -   0.99968072  x   0.99992398  =   0.99960472
 FO1659!SPC NM C     -   0.99968072  x   1.00007303  =   0.99975372
 FO1659!UTM  13      -   0.99968072  x   1.00025915  =   0.99993978
 FO1659
 FO1659|---------------------------------------------------------------------|
 FO1659| PID    Reference Object                     Distance      Geod. Az  |
 FO1659|                                                           dddmmss.s |
 FO1659| CD3935 ALTO RM 1                             9.599 METERS 06820     |
 FO1659| CD3934 ALTO AZ MK                                         0701214.2 |
 FO1659| CD3936 ALTO RM 2                            12.024 METERS 16249     |
 FO1659|---------------------------------------------------------------------|
 FO1659
 FO1659                          SUPERSEDED SURVEY CONTROL
 FO1659
 FO1659  NAD 83(1986)-  35 55 11.18213(N)    107 33 47.72152(W) AD(       ) 3
 FO1659  NAD 27      -  35 55 11.11290(N)    107 33 45.53910(W) AD(       ) 3
 FO1659  NGVD 29 (07/19/86) 2054.6    (m)         6741.     (f) VERT ANG       
 FO1659
 FO1659.Superseded values are not recommended for survey control.
 FO1659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1659.See file dsdata.txt to determine how the superseded data were derived.
 FO1659
 FO1659_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBV6872278086(NAD 83)
 FO1659_MARKER: DS = TRIANGULATION STATION DISK
 FO1659_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FO1659
 FO1659  HISTORY     - Date     Condition        Report By
 FO1659  HISTORY     - 1958     MONUMENTED       CGS
 FO1659
 FO1659                          STATION DESCRIPTION
 FO1659
 FO1659'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RLE)
 FO1659'THE STATION IS LOCATED 6 MILES AIRLINE SOUTHEAST OF PUEBLE
 FO1659'PINTADO, 5 MILES WEST OF THE SOUTHERN UNION GAS CO. STAR
 FO1659'LAKE COMPRESSOR STATION, 2-1/2 MILES SOUTH-SOUTHEAST OF THE
 FO1659'PUEBLO ALTO TRADING POST AND 0.2 MILES SOUTHWEST OF A GRADED
 FO1659'ROAD ON THE TOP OF A SANDY KNOLL.  THE MARK IS SET FLUSH WITH
 FO1659'THE SURFACE OF THE GROUND AND IS STAMPED ALTO 1958.
 FO1659'
 FO1659'REFERENCE MARK NO. 1 IS A STANDARD REFERENCE MARK DISK.  IT
 FO1659'IS SET FLUSH WITH THE SURFACE OF THE GROUND AND IS STAMPED
 FO1659'ALTO NO 1 1958.
 FO1659'
 FO1659'REFERENCE MARK NO. 2 IS A STANDARD REFERENCE MARK DISK.  IT
 FO1659'IS SET FLUSH WITH THE SURFACE OF THE GROUND AND IS STAMPED
 FO1659'ALTO NO 2 1958.
 FO1659'
 FO1659'THE AZIMUTH MARK IS 83 FEET SOUTH OF THE CENTER OF A GRADED
 FO1659'ROAD, 47 FEET EAST OF THE CENTER OF A TRACK ROAD AND 2 FEET
 FO1659'WEST OF A TELEPHONE POLE.  THE MARK IS SET FLUSH WITH THE
 FO1659'SURFACE OF THE GROUND AND IS STAMPED ALTO 1958.
 FO1659'
 FO1659'TO REACH THE STATION FROM PUEBLO PINTADO GO SOUTHEAST ON A
 FO1659'GRADED ROAD FOR 4.1 MILES TO A SIDE ROAD LEFT AND A SIGN
 FO1659'(PUEBLO ALTO).  CONTINUE STRAIGHT AHEAD ON THE GRADED ROAD
 FO1659'AND GO 1.9 MILES TO THE TOP OF A SMALL HILL.* TURN RIGHT AND
 FO1659'GO ACROSS COUNTRY FOR 0.25 MILE TO THE TOP OF A SMALL SANDY
 FO1659'KNOLL AND THE STATION AS DESCRIBED.
 FO1659'
 FO1659'*TO REACH THE AZIMUTH MARK FROM THE POINT MENTIONED ABOVE
 FO1659'CONTINUE STRAIGHT AHEAD ON THE GRADED ROAD AND GO 0.1 MILE
 FO1659'TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1550 ***********************************************************************
 CX1550  DESIGNATION -  ALVERADO
 CX1550  PID         -  CX1550
 CX1550  STATE/COUNTY-  NM/OTERO
 CX1550  USGS QUAD   -  DESERT (1955)
 CX1550
 CX1550                         *CURRENT SURVEY CONTROL
 CX1550  ___________________________________________________________________
 CX1550* NAD 83(1992)-  32 08 06.68935(N)    106 14 21.17869(W)     ADJUSTED  
 CX1550* NAVD 88     -      1251.     (meters)    4104.     (feet)  SCALED    
 CX1550  ___________________________________________________________________
 CX1550  LAPLACE CORR-           3.90  (seconds)                    DEFLEC99
 CX1550  GEOID HEIGHT-         -23.56  (meters)                     GEOID03
 CX1550
 CX1550  HORZ ORDER  -  SECOND
 CX1550
 CX1550.The horizontal coordinates were established by classical geodetic methods
 CX1550.and adjusted by the National Geodetic Survey in December 1993..
 CX1550
 CX1550.The orthometric height was scaled from a topographic map.
 CX1550
 CX1550.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1550
 CX1550.The geoid height was determined by GEOID03.
 CX1550
 CX1550;                    North         East     Units Scale Factor Converg.
 CX1550;SPC NM C     -   125,856.687   501,017.386   MT  0.99990001   +0 00 20.6
 CX1550;SPC NM C     -   412,914.81  1,643,754.54   sFT  0.99990001   +0 00 20.6
 CX1550;UTM  13      - 3,556,093.214   383,117.483   MT  0.99976848   -0 39 33.3
 CX1550
 CX1550!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1550!SPC NM C     -   0.99980737  x   0.99990001  =   0.99970740
 CX1550!UTM  13      -   0.99980737  x   0.99976848  =   0.99957590
 CX1550
 CX1550|---------------------------------------------------------------------|
 CX1550| PID    Reference Object                     Distance      Geod. Az  |
 CX1550|                                                           dddmmss.s |
 CX1550| CC5953 ALVERADO RM 1                        22.397 METERS 04740     |
 CX1550| CX0362 ALVERADO AZ MK                      480.471 METERS 2024348.6 |
 CX1550| CC5954 ALVERADO RM 2                        20.333 METERS 26428     |
 CX1550| CX1312 ALVERADO 2                           49.805 METERS 29538     |
 CX1550|---------------------------------------------------------------------|
 CX1550
 CX1550                          SUPERSEDED SURVEY CONTROL
 CX1550
 CX1550  NAD 83(1986)-  32 08 06.69300(N)    106 14 21.17615(W) AD(       ) 2
 CX1550  NAD 27      -  32 08 06.33700(N)    106 14 19.23900(W) AD(       ) 2
 CX1550
 CX1550.Superseded values are not recommended for survey control.
 CX1550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1550.See file dsdata.txt to determine how the superseded data were derived.
 CX1550
 CX1550_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR8311756093(NAD 83)
 CX1550_MARKER: DD = SURVEY DISK
 CX1550_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX1550
 CX1550  HISTORY     - Date     Condition        Report By
 CX1550  HISTORY     - 1943     MONUMENTED       CGS
 CX1550  HISTORY     - 1954     GOOD             AMS
 CX1550  HISTORY     - 1964     GOOD             CGS
 CX1550
 CX1550                          STATION DESCRIPTION
 CX1550
 CX1550'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (EHB)
 CX1550'STATION IS 11.0 MILES E OF NEWMAN ON U.S. HIGHWAY 54, OPPOSITE
 CX1550'THE ALVERADO RAILROAD SIDING, 85.0 FEET W OF THE CENTER LINE OF
 CX1550'THE HIGHWAY.
 CX1550'
 CX1550'STATION MARK IS A BRONZE STATION DISK SET IN A SQUARE CONCRETE
 CX1550'POST THAT PROJECTS 7 INCHES ABOVE THE GROUND.  STAMPED ALVERADO
 CX1550'1943.
 CX1550'
 CX1550'REFERENCE MARK 1 IS NE OF THE STATION.  IT IS A BRONZE REFERENCE
 CX1550'DISK SET IN A SQUARE CONCRETE POST THAT PROJECTS 3 INCHES
 CX1550'ABOVE THE GROUND.  STAMPED ALVERADO NO 1 1943.
 CX1550'
 CX1550'REFERENCE MARK 2 IS W OF THE STATION.  IT IS A BRONZE REFERENCE
 CX1550'DISK SET IN A SQUARE CONCRETE POST THAT PROJECTS 3 INCHES ABOVE
 CX1550'THE GROUND.  STAMPED ALVERADO NO 2 1943.
 CX1550'
 CX1550'AZIMUTH MARK IS 0.3 MILE S OF THE STATION AND 65 FEET E OF THE
 CX1550'CENTER LINE OF U.S. HIGHWAY 54.  IT IS A BRONZE AZIMUTH DISK
 CX1550'SET IN A SQUARE CONCRETE POST PROJECTING 4 INCHES.  STAMPED
 CX1550'ALVERADO 1943.
 CX1550'
 CX1550'TO REACH FROM THE POST OFFICE AT NEWMAN GO N ON HIGHWAY 54
 CX1550'FOR 11.0 MILES TO ALVERADO SIDING AND LOADING CHUTE ON RIGHT
 CX1550'AND STATION ON LEFT.
 CX1550'
 CX1550'HEIGHT OF LIGHT ABOVE STATION MARK - 20 METERS.
 CX1550
 CX1550                          STATION RECOVERY (1954)
 CX1550
 CX1550'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1954
 CX1550'STATION RECOVERED AS DESCRIBED, AND PROJECTS 0.2 FEET.  STOCK
 CX1550'PENS HAVE PRACTICALLY ALL BEEN DESTROYED, A FEW RAILROAD TIES
 CX1550'REMAIN.
 CX1550'
 CX1550'REFERENCE MARK 1 RECOVERED IN GOOD CONDITION.
 CX1550'
 CX1550'REFERENCE MARK 2 NOT FOUND.
 CX1550'
 CX1550'AZIMUTH MARK FOUND IN GOOD CONDITION, AND PROJECTS 0.4 FEET.
 CX1550'IT IS 25 FEET NW OF NW SIDE OF LARGE BUSH.  101 FEET ESE AT
 CX1550'CENTERLINE MAIN TRACK.  66 FEET WNW AT CENTERLINE HIGHWAY 54
 CX1550'AND PROLONG OF SHALLOW CUT FROM WSW.
 CX1550'
 CX1550'THE STATION IS 6 FEET N OF N EDGE OF BUSH.  3 FEET SE OF SE
 CX1550'EDGE OF BUSH.  11 FEET SW OF SW EDGE OF BUSH.  100 FEET E AT
 CX1550'CENTERLINE HIGHWAY 54.
 CX1550
 CX1550                          STATION RECOVERY (1964)
 CX1550
 CX1550'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (RAE)
 CX1550'THE STATION MARK, REFERENCE MARKS NO. 1, NO. 2 AND THE AZIMUTH
 CX1550'MARK WERE RECOVERED IN GOOD CONDITION.  AT THE REQUEST OF THE NEW
 CX1550'MEXICO HIGHWAY DEPARTMENT, THE SURFACE STATION DISK, REFERENCE
 CX1550'MARK NO. 1 AND REFERENCE MARK NO. 2 WERE DESTROYED TO CLEAR THE
 CX1550'AREA FOR RECONSTRUCTION OF U.S. HIGHWAY 54, AFTER ALVERADO 2
 CX1550'WAS ESTABLISHED NORTHWEST OF THE STATION.  THE UNDERGROUND
 CX1550'STATION MARK WAS NOT DISTURBED.  THE MARK WILL BE UNDER THE
 CX1550'BLACKTOP WHEN THE ROAD CONSTRUCTION IS COMPLETED.  THE AZIMUTH
 CX1550'MARK WAS USED TO SERVE FOR THE AZIMUTH MARK TO ALVERADO 2.
 CX1550'
 CX1550'NOTE--SEE DESCRIPTION FOR ALVERADO 2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1312 ***********************************************************************
 CX1312  DESIGNATION -  ALVERADO 2
 CX1312  PID         -  CX1312
 CX1312  STATE/COUNTY-  NM/OTERO
 CX1312  USGS QUAD   -  DESERT (1955)
 CX1312
 CX1312                         *CURRENT SURVEY CONTROL
 CX1312  ___________________________________________________________________
 CX1312* NAD 83(1992)-  32 08 07.38902(N)    106 14 22.89184(W)     ADJUSTED  
 CX1312* NAVD 88     -      1251.374  (meters)    4105.55   (feet)  ADJUSTED  
 CX1312  ___________________________________________________________________
 CX1312  LAPLACE CORR-           3.90  (seconds)                    DEFLEC99
 CX1312  GEOID HEIGHT-         -23.56  (meters)                     GEOID03
 CX1312  DYNAMIC HT  -        1249.509 (meters)    4099.43  (feet)  COMP
 CX1312  MODELED GRAV-     979,105.1   (mgal)                       NAVD 88
 CX1312
 CX1312  HORZ ORDER  -  THIRD
 CX1312  VERT ORDER  -  FIRST     CLASS II
 CX1312
 CX1312.The horizontal coordinates were established by classical geodetic methods
 CX1312.and adjusted by the National Geodetic Survey in December 1993..
 CX1312.No horizontal observational check was made to the station.
 CX1312
 CX1312.The orthometric height was determined by differential leveling
 CX1312.and adjusted by the National Geodetic Survey in June 1991..
 CX1312
 CX1312.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1312
 CX1312.The geoid height was determined by GEOID03.
 CX1312
 CX1312.The dynamic height is computed by dividing the NAVD 88
 CX1312.geopotential number by the normal gravity value computed on the
 CX1312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX1312.degrees latitude (g = 980.6199 gals.).
 CX1312
 CX1312.The modeled gravity was interpolated from observed gravity values.
 CX1312
 CX1312;                    North         East     Units Scale Factor Converg.
 CX1312;SPC NM C     -   125,878.232   500,972.487   MT  0.99990001   +0 00 19.7
 CX1312;SPC NM C     -   412,985.50  1,643,607.23   sFT  0.99990001   +0 00 19.7
 CX1312;UTM  13      - 3,556,115.276   383,072.844   MT  0.99976860   -0 39 34.2
 CX1312
 CX1312!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1312!SPC NM C     -   0.99980725  x   0.99990001  =   0.99970728
 CX1312!UTM  13      -   0.99980725  x   0.99976860  =   0.99957590
 CX1312
 CX1312|---------------------------------------------------------------------|
 CX1312| PID    Reference Object                     Distance      Geod. Az  |
 CX1312|                                                           dddmmss.s |
 CX1312| CX1550 ALVERADO                             49.805 METERS 11538     |
 CX1312| CX0362 ALVERADO AZ MK                      485.554 METERS 1965100.4 |
 CX1312| CX1313 ALVERADO 2 RM 3                      22.165 METERS 22040     |
 CX1312| CX1314 ALVERADO 2 RM 4                      25.698 METERS 31509     |
 CX1312|---------------------------------------------------------------------|
 CX1312
 CX1312                          SUPERSEDED SURVEY CONTROL
 CX1312
 CX1312  NAD 83(1986)-  32 08 07.39264(N)    106 14 22.88924(W) AD(       ) 3
 CX1312  NAD 27      -  32 08 07.03700(N)    106 14 20.95200(W) AD(       ) 3
 CX1312
 CX1312.Superseded values are not recommended for survey control.
 CX1312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1312.See file dsdata.txt to determine how the superseded data were derived.
 CX1312
 CX1312_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR8307356115(NAD 83)
 CX1312_MARKER: DS = TRIANGULATION STATION DISK
 CX1312_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX1312_SP_SET: CONCRETE POST
 CX1312_STAMPING: ALVERADO 2 1964
 CX1312_MARK LOGO: CGS   
 CX1312_PROJECTION: PROJECTING 6 CENTIMETERS
 CX1312_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX1312+STABILITY: SURFACE MOTION
 CX1312
 CX1312  HISTORY     - Date     Condition        Report By
 CX1312  HISTORY     - 1964     MONUMENTED       CGS
 CX1312  HISTORY     - 1980     GOOD             NGS
 CX1312  HISTORY     - 1981     GOOD             NGS
 CX1312
 CX1312                          STATION DESCRIPTION
 CX1312
 CX1312'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (RAE)
 CX1312'THE STATION IS ABOUT 10 MILES EAST OF NEWMAN AND 18-1/2 MILES
 CX1312'SOUTH OF OROGRANDE, ALONG THE WEST SIDE OF U.S. HIGHWAY 54, AND
 CX1312'ABOUT 300 YARDS SOUTHWEST OF THE SOUTHERN PACIFIC ALVERADO
 CX1312'RAILROAD SIDING.
 CX1312'
 CX1312'TO REACH THE STATION FROM THE POST OFFICE IN NEWMAN, GO NORTHERLY
 CX1312'ON U.S. HIGHWAY 54 FOR 10.0 MILES TO THE AZIMUTH MARK ON THE
 CX1312'RIGHT.  CONTINUE ON THE HIGHWAY FOR 0.3 MILE TO THE STATION
 CX1312'ON THE LEFT.
 CX1312'
 CX1312'STATION MARKS ARE STANDARD DISKS STAMPED ALVERADO 2 1964.  THE
 CX1312'SURFACE DISK IS SET IN A 12 IN X 12 IN CONCRETE POST WHICH
 CX1312'PROJECTS ABOUT 4 INCHES.  IT IS 224 FEET WEST OF THE CENTER
 CX1312'LINE OF HIGHWAY, 31 FEET NORTHEAST OF A TELEGRAPH POLE NO.
 CX1312'12240, AND 2 FEET NORTHEAST OF A METAL WITNESS POST.  THE
 CX1312'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 34
 CX1312'INCHES BELOW THE SURFACE OF THE GROUND.
 CX1312'
 CX1312'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED ALVERADO 2 NO 3
 CX1312'1964, IS SET IN A 12 IN X 12 IN CONCRETE POST WHICH PROJECTS
 CX1312'ABOUT 6 INCHES.  IT IS 45 FEET SOUTH OF THE TELEGRAPH POLE NO.
 CX1312'12240, AND IS AT THE EAST BASE OF A SAND DUNE AND IN LINE WITH
 CX1312'THE TELEGRAPH POLES.
 CX1312'
 CX1312'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED ALVERADO 2 NO 4
 CX1312'1964, IS SET IN A 12 IN X 12 IN CONCRETE POST WHICH PROJECTS
 CX1312'ABOUT 3 INCHES.  IT IS 81 FEET NORTHWEST OF THE TELEGRAPH POLE
 CX1312'NO. 12240, 77 FEET SOUTHEAST OF A TELEPHONE POLE, AND AT THE
 CX1312'EAST BASE OF A SAND DUNE.
 CX1312'
 CX1312'AZIMUTH MARK, A STANDARD DISK STAMPED ALVERADO 1943, IS SET
 CX1312'IN A 12 IN X 12 IN CONCRETE POST WHICH PROJECTS ABOUT 4 INCHES
 CX1312'ABOVE THE GROUND.  IT IS 99 FEET EAST OF THE CENTER LINE OF
 CX1312'HIGHWAY, 98 FEET WEST OF THE WEST RAIL OF THE SOUTHERN PACIFIC
 CX1312'RAILROAD TRACKS, 50 FEET NORTHWEST OF THE 2ND POLE NORTH OF
 CX1312'MILE POST 1326, AND 1 FOOT EAST OF A METAL WITNESS POST.
 CX1312
 CX1312                          STATION RECOVERY (1980)
 CX1312
 CX1312'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CX1312'17.1 KM (10.6 MI) NE FROM NEWMAN.
 CX1312'17.1 KM (10.6 MI) NORTHEAST ALONG U.S. HIGHWAY 54 FROM THE
 CX1312'TEXAS-NEW MEXICO STATE LINE IN NEWMAN, 0.7 KM (0.45 MI) NORTHEAST
 CX1312'OF MILE POST 10, 0.2 KM (0.15 MI) SOUTHWEST OF A DIRT CROSSROAD,
 CX1312'51.8 METERS (170.0 FT) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 CX1312'45.4 METERS (149.0 FT) SOUTH-SOUTHEAST OF UTILITY POLE NUMBER 840,
 CX1312'25.7 METERS (84.3 FT) SOUTHEAST OF RM 4 AND 22.2 METERS (72.8 FT)
 CX1312'NORTHEAST OF RM 3.
 CX1312'THE MARK IS 0.6 METERS  E FROM A WITNESS POST.
 CX1312'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 CX1312
 CX1312                          STATION RECOVERY (1981)
 CX1312
 CX1312'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (WVM)
 CX1312'THE STATION MARK, REFERENCE MARKS 3 AND 4 AND THE 1943 AZIMUTH MARK
 CX1312'WERE RECOVERED AS DESCRIBED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1313 ***********************************************************************
 CX1313  DESIGNATION -  ALVERADO 2 RM 3
 CX1313  PID         -  CX1313
 CX1313  STATE/COUNTY-  NM/OTERO
 CX1313  USGS QUAD   -  DESERT (1955)
 CX1313
 CX1313                         *CURRENT SURVEY CONTROL
 CX1313  ___________________________________________________________________
 CX1313* NAD 83(1986)-  32 08 07.     (N)    106 14 22.     (W)     SCALED    
 CX1313* NAVD 88     -      1250.983  (meters)    4104.27   (feet)  ADJUSTED  
 CX1313  ___________________________________________________________________
 CX1313  GEOID HEIGHT-         -23.56  (meters)                     GEOID03
 CX1313  DYNAMIC HT  -        1249.118 (meters)    4098.15  (feet)  COMP
 CX1313  MODELED GRAV-     979,105.1   (mgal)                       NAVD 88
 CX1313
 CX1313  VERT ORDER  -  FIRST     CLASS II
 CX1313
 CX1313.The horizontal coordinates were scaled from a topographic map and have
 CX1313.an estimated accuracy of +/- 6 seconds.
 CX1313
 CX1313.The orthometric height was determined by differential leveling
 CX1313.and adjusted by the National Geodetic Survey in June 1991..
 CX1313
 CX1313.The geoid height was determined by GEOID03.
 CX1313
 CX1313.The dynamic height is computed by dividing the NAVD 88
 CX1313.geopotential number by the normal gravity value computed on the
 CX1313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX1313.degrees latitude (g = 980.6199 gals.).
 CX1313
 CX1313.The modeled gravity was interpolated from observed gravity values.
 CX1313
 CX1313;                    North         East    Units  Estimated Accuracy
 CX1313;SPC NM C     -   125,870.      501,000.      MT  (+/- 180 meters Scaled)
 CX1313
 CX1313                          SUPERSEDED SURVEY CONTROL
 CX1313
 CX1313.No superseded survey control is available for this station.
 CX1313
 CX1313_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR830561(NAD 83)
 CX1313_MARKER: DR = REFERENCE MARK DISK
 CX1313_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX1313_SP_SET: CONCRETE POST
 CX1313_STAMPING: ALVERADO 2 NO 3 1964
 CX1313_MARK LOGO: CGS   
 CX1313_PROJECTION: PROJECTING 10 CENTIMETERS
 CX1313_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX1313+STABILITY: SURFACE MOTION
 CX1313
 CX1313  HISTORY     - Date     Condition        Report By
 CX1313  HISTORY     - 1964     MONUMENTED       CGS
 CX1313  HISTORY     - 1981     GOOD             NGS
 CX1313
 CX1313                          STATION DESCRIPTION
 CX1313
 CX1313'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CX1313'17.1 KM (10.6 MI) NE FROM NEWMAN.
 CX1313'17.1 KM (10.6 MI) NORTHEAST ALONG U.S. HIGHWAY 54 FROM THE
 CX1313'TEXAS-NEW MEXICO STATE LINE IN NEWMAN, 0.7 KM (0.45 MI) NORTHEAST
 CX1313'OF MILE POST 10, 0.2 KM (0.15 MI) SOUTHWEST OF A DIRT CROSSROAD,
 CX1313'54.6 METERS (179.0 FT) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY
 CX1313'AND 22.2 METERS (72.8 FT) SOUTHWEST OF THE STATION MARK.
 CX1313'THE MARK IS 0.5 METERS  NW FROM A WITNESS POST.
 CX1313'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1314 ***********************************************************************
 CX1314  DESIGNATION -  ALVERADO 2 RM 4
 CX1314  PID         -  CX1314
 CX1314  STATE/COUNTY-  NM/OTERO
 CX1314  USGS QUAD   -  DESERT (1955)
 CX1314
 CX1314                         *CURRENT SURVEY CONTROL
 CX1314  ___________________________________________________________________
 CX1314* NAD 83(1986)-  32 08 06.     (N)    106 14 22.     (W)     SCALED    
 CX1314* NAVD 88     -      1250.916  (meters)    4104.05   (feet)  ADJUSTED  
 CX1314  ___________________________________________________________________
 CX1314  GEOID HEIGHT-         -23.56  (meters)                     GEOID03
 CX1314  DYNAMIC HT  -        1249.051 (meters)    4097.93  (feet)  COMP
 CX1314  MODELED GRAV-     979,105.0   (mgal)                       NAVD 88
 CX1314
 CX1314  VERT ORDER  -  FIRST     CLASS II
 CX1314
 CX1314.The horizontal coordinates were scaled from a topographic map and have
 CX1314.an estimated accuracy of +/- 6 seconds.
 CX1314
 CX1314.The orthometric height was determined by differential leveling
 CX1314.and adjusted by the National Geodetic Survey in June 1991..
 CX1314
 CX1314.The geoid height was determined by GEOID03.
 CX1314
 CX1314.The dynamic height is computed by dividing the NAVD 88
 CX1314.geopotential number by the normal gravity value computed on the
 CX1314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX1314.degrees latitude (g = 980.6199 gals.).
 CX1314
 CX1314.The modeled gravity was interpolated from observed gravity values.
 CX1314
 CX1314;                    North         East    Units  Estimated Accuracy
 CX1314;SPC NM C     -   125,840.      501,000.      MT  (+/- 180 meters Scaled)
 CX1314
 CX1314                          SUPERSEDED SURVEY CONTROL
 CX1314
 CX1314.No superseded survey control is available for this station.
 CX1314
 CX1314_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR830560(NAD 83)
 CX1314_MARKER: DR = REFERENCE MARK DISK
 CX1314_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX1314_SP_SET: CONCRETE POST
 CX1314_STAMPING: ALVERADO 2 NO 4 1964
 CX1314_MARK LOGO: CGS   
 CX1314_PROJECTION: FLUSH
 CX1314_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX1314+STABILITY: SURFACE MOTION
 CX1314
 CX1314  HISTORY     - Date     Condition        Report By
 CX1314  HISTORY     - 1964     MONUMENTED       CGS
 CX1314  HISTORY     - 1980     GOOD             NGS
 CX1314
 CX1314                          STATION DESCRIPTION
 CX1314
 CX1314'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CX1314'17.1 KM (10.6 MI) NE FROM NEWMAN.
 CX1314'17.1 KM (10.6 MI) NORTHEAST ALONG U.S. HIGHWAY 54 FROM THE
 CX1314'TEXAS-NEW MEXICO STATE LINE IN NEWMAN, 0.7 KM (0.45 MI) NORTHEAST
 CX1314'OF MILE POST 10, 0.2 KM (0.15 MI) SOUTHWEST OF A DIRT CROSSROAD,
 CX1314'76.8 METERS (252.0 FT) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 CX1314'25.7 METERS (84.3 FT) NORTHWEST OF THE STATION AND 23.8 METERS
 CX1314'(78.0 FT) SOUTH OF UTILITY POLE NUMBER 840.
 CX1314'THE MARK IS 0.4 METERS  SSW FROM A WITNESS POST.
 CX1314'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0362 ***********************************************************************
 CX0362  DESIGNATION -  ALVERADO AZ MK
 CX0362  PID         -  CX0362
 CX0362  STATE/COUNTY-  NM/OTERO
 CX0362  USGS QUAD   -  DESERT (1955)
 CX0362
 CX0362                         *CURRENT SURVEY CONTROL
 CX0362  ___________________________________________________________________
 CX0362* NAD 83(1992)-  32 07 52.30232(N)    106 14 28.26169(W)     ADJUSTED  
 CX0362* NAVD 88     -      1249.692  (meters)    4100.03   (feet)  ADJUSTED  
 CX0362  ___________________________________________________________________
 CX0362  LAPLACE CORR-           3.88  (seconds)                    DEFLEC99
 CX0362  GEOID HEIGHT-         -23.57  (meters)                     GEOID03
 CX0362  DYNAMIC HT  -        1247.825 (meters)    4093.91  (feet)  COMP
 CX0362  MODELED GRAV-     979,101.7   (mgal)                       NAVD 88
 CX0362
 CX0362  HORZ ORDER  -  THIRD
 CX0362  VERT ORDER  -  FIRST     CLASS II
 CX0362
 CX0362.The horizontal coordinates were established by classical geodetic methods
 CX0362.and adjusted by the National Geodetic Survey in December 1993..
 CX0362.No horizontal observational check was made to the station.
 CX0362
 CX0362.The orthometric height was determined by differential leveling
 CX0362.and adjusted by the National Geodetic Survey in June 1991..
 CX0362
 CX0362.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX0362
 CX0362.The geoid height was determined by GEOID03.
 CX0362
 CX0362.The dynamic height is computed by dividing the NAVD 88
 CX0362.geopotential number by the normal gravity value computed on the
 CX0362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0362.degrees latitude (g = 980.6199 gals.).
 CX0362
 CX0362.The modeled gravity was interpolated from observed gravity values.
 CX0362
 CX0362;                    North         East     Units Scale Factor Converg.
 CX0362;SPC NM C     -   125,413.558   500,831.799   MT  0.99990001   +0 00 16.9
 CX0362;SPC NM C     -   411,460.98  1,643,145.66   sFT  0.99990001   +0 00 16.9
 CX0362;UTM  13      - 3,555,652.326   382,926.791   MT  0.99976903   -0 39 36.8
 CX0362
 CX0362!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX0362!SPC NM C     -   0.99980752  x   0.99990001  =   0.99970755
 CX0362!UTM  13      -   0.99980752  x   0.99976903  =   0.99957659
 CX0362
 CX0362:                Primary Azimuth Mark                     Grid Az
 CX0362:SPC NM C     -  ALVERADO 2                               016 50 40.7
 CX0362:UTM  13      -  ALVERADO 2                               017 30 34.4
 CX0362
 CX0362|---------------------------------------------------------------------|
 CX0362| PID    Reference Object                     Distance      Geod. Az  |
 CX0362|                                                           dddmmss.s |
 CX0362| CX1312 ALVERADO 2                          485.554 METERS 0165057.6 |
 CX0362| CX1550 ALVERADO                            480.471 METERS 0224344.8 |
 CX0362|---------------------------------------------------------------------|
 CX0362
 CX0362                          SUPERSEDED SURVEY CONTROL
 CX0362
 CX0362  NAD 83(1986)-  32 07 52.30652(N)    106 14 28.25889(W) AD(       ) 3
 CX0362  NAD 27      -  32 07 51.94999(N)    106 14 26.32169(W) AD(       ) 3
 CX0362
 CX0362.Superseded values are not recommended for survey control.
 CX0362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0362.See file dsdata.txt to determine how the superseded data were derived.
 CX0362
 CX0362_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR8292755652(NAD 83)
 CX0362_MARKER: DZ = AZIMUTH MARK DISK
 CX0362_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX0362_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CX0362_STAMPING: ALVERADO 1943
 CX0362_PROJECTION: FLUSH
 CX0362_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX0362+STABILITY: SURFACE MOTION
 CX0362
 CX0362  HISTORY     - Date     Condition        Report By
 CX0362  HISTORY     - 1943     MONUMENTED       CGS
 CX0362  HISTORY     - 1967     GOOD             NGS
 CX0362  HISTORY     - 1981     GOOD             NGS
 CX0362
 CX0362                          STATION DESCRIPTION
 CX0362
 CX0362'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 CX0362'10.0 MI NE FROM NEWMAN, TEXAS.
 CX0362'ABOUT 10.0 MILES NORTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 CX0362'THE POST OFFICE AT NEWMAN, IN S 17, T 25 S, R 7 E, 98 FEET NORTH WEST
 CX0362'OF THE NORTHWEST RAIL OF THE MAIN TRACK, 153 FEET SOUTHEAST OF THE
 CX0362'CENTER LINE OF U.S. HIGHWAY 54, 50 FEET NORTHWEST OF THE 2ND TELEPHONE
 CX0362'POLE NORTHEAST OF MILEPOST 1326, 1.3 FEET NORTHEAST OF A METAL WITNESS
 CX0362'POST, ABOUT 4 1/2 FEET BELOW THE LEVEL OF THE TRACK, AND SET IN THE
 CX0362'TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 CX0362
 CX0362                          STATION RECOVERY (1981)
 CX0362
 CX0362'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CX0362'16.6 KM (10.3 MI) NORTHEAST ALONG U.S. HIGHWAY 54 FROM THE
 CX0362'TEXAS-NEW MEXICO STATE LINE IN NEWMAN, 2 POLES NORTHEAST
 CX0362'OF RAILROAD MILE POST 1326, 0.2 KM (0.15 MI) NORTHEAST OF MILE POST
 CX0362'10, 46.6 METERS (153.0 FT) SOUTHEAST OF THE CENTERLINE OF THE
 CX0362'HIGHWAY, 29.9 METERS (98.0 FT) NORTHWEST OF THE NEAR RAIL OF THE
 CX0362'SOUTHERN PACIFIC RAILROAD AND 15.2 METERS (50.0 FT) NORTHWEST OF A
 CX0362'UTILITY POLE.
 CX0362'THE MARK IS 0.4 METERS  NE FROM A WITNESS POST.
 CX0362'THE MARK IS 0.2 M ABOVE THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0854 ***********************************************************************
 CV0854  DESIGNATION -  ALZUGARY
 CV0854  PID         -  CV0854
 CV0854  STATE/COUNTY-  NM/LEA
 CV0854  USGS QUAD   -  LOVINGTON SW (1985)
 CV0854
 CV0854                         *CURRENT SURVEY CONTROL
 CV0854  ___________________________________________________________________
 CV0854* NAD 83(1992)-  32 45 14.78164(N)    103 23 16.30979(W)     ADJUSTED  
 CV0854* NAVD 88     -      1176.4    (meters)    3860.     (feet)  VERTCON   
 CV0854  ___________________________________________________________________
 CV0854  LAPLACE CORR-           2.08  (seconds)                    DEFLEC99
 CV0854  GEOID HEIGHT-         -21.87  (meters)                     GEOID03
 CV0854
 CV0854  HORZ ORDER  -  FIRST
 CV0854
 CV0854.The horizontal coordinates were established by classical geodetic methods
 CV0854.and adjusted by the National Geodetic Survey in December 1993..
 CV0854
 CV0854.The NAVD 88 height was computed by applying the VERTCON shift value to
 CV0854.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CV0854
 CV0854.The Laplace correction was computed from DEFLEC99 derived deflections.
 CV0854
 CV0854.The geoid height was determined by GEOID03.
 CV0854
 CV0854;                    North         East     Units Scale Factor Converg.
 CV0854;SPC NM E     -   194,881.342   253,595.068   MT  1.00000584   +0 30 41.6
 CV0854;SPC NM E     -   639,373.20    832,003.15   sFT  1.00000584   +0 30 41.6
 CV0854;UTM  13      - 3,625,177.362   651,023.726   MT  0.99988124   +0 52 20.6
 CV0854
 CV0854!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CV0854!SPC NM E     -   0.99981876  x   1.00000584  =   0.99982460
 CV0854!UTM  13      -   0.99981876  x   0.99988124  =   0.99970002
 CV0854
 CV0854|---------------------------------------------------------------------|
 CV0854| PID    Reference Object                     Distance      Geod. Az  |
 CV0854|                                                           dddmmss.s |
 CV0854| CH7838 ALZUGARY RM 1                        27.740 METERS 08735     |
 CV0854| CV0849 HOBBS N MUNICIPAL TANK              APPROX.23.5 KM 0983954.8 |
 CV0854| CV0844 HOBBS MUNICIPAL TANK                APPROX.24.1 KM 1021634.8 |
 CV0854| CH7839 ALZUGARY RM 2                        32.565 METERS 17849     |
 CV0854| CH7837 ALZUGARY AZ MK                                     3083834.5 |
 CV0854|---------------------------------------------------------------------|
 CV0854
 CV0854                          SUPERSEDED SURVEY CONTROL
 CV0854
 CV0854  NAD 83(1986)-  32 45 14.79402(N)    103 23 16.30672(W) AD(       ) 1
 CV0854  NAD 27      -  32 45 14.33600(N)    103 23 14.54800(W) AD(       ) 1
 CV0854  NGVD 29 (07/19/86) 1176.0    (m)         3858.     (f) VERT ANG       
 CV0854
 CV0854.Superseded values are not recommended for survey control.
 CV0854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0854.See file dsdata.txt to determine how the superseded data were derived.
 CV0854
 CV0854_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFS5102425177(NAD 83)
 CV0854_MARKER: DS = TRIANGULATION STATION DISK
 CV0854_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0854
 CV0854  HISTORY     - Date     Condition        Report By
 CV0854  HISTORY     - 1935     MONUMENTED       CGS
 CV0854
 CV0854                          STATION DESCRIPTION
 CV0854
 CV0854'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 CV0854'ABOUT 14 MILES SOUTH OF LOVINGTON, 2.2 MILES WEST OF U.S.
 CV0854'HIGHWAY 62, IN PASTURE LAND OWNED BY JOYCE ALZUGARY WHOSE
 CV0854'HOUSE IS 3 MILES EAST OF THE STATION, 1.2 MILES WEST OF A
 CV0854'NORTH-SOUTH FENCE, 308.5 FEET NORTH OF A WINDMILL, AND IN
 CV0854'T. 18 S., R. 36 E.  TO REACH FROM THE LEA COUNTY COURTHOUSE
 CV0854'IN LOVINGTON, FOLLOW U.S. HIGHWAY 62 SOUTH AND WEST 13.6 MILES,
 CV0854'TURN RIGHT (WEST) AND GO 1.0 MILE ON A TRACK ROAD, TO A GATE
 CV0854'IN FENCE, PASS THROUGH A GATE IN A NORTH-SOUTH FENCE AND
 CV0854'CONTINUE WEST ON MAIN ROAD 1.2 MILES TO A LARGE WINDMILL AND
 CV0854'TANK.  TURN NORTH AND GO ABOUT 100 YARDS TO THE STATION
 CV0854'SITE.  THE SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS
 CV0854'ARE STANDARD DISKS SET IN CONCRETE.
 CV0854'REFERENCE MARK NO. 1 IS 91.02 FEET
 CV0854'FROM STATION N 87 DEG 35 MIN E, AND NO. 2 IS
 CV0854'106.79 FEET FROM STATION S 01 DEG 10 MIN E.
 CV0854'THE AZIMUTH MARK IS 0.3 MILE EAST OF A NORTH-SOUTH FENCE,
 CV0854'12 FEET NORTH OF THE CENTER LINE OF THE TRACK ROAD FROM THE
 CV0854'ABOVE-MENTIONED WINDMILL, AND 0.8 MILE FROM STATION
 CV0854'N 51 DEG 21 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0578 ***********************************************************************
 FN0578  DESIGNATION -  AMARILLO ALBUQUERQUE AY BN 79A
 FN0578  PID         -  FN0578
 FN0578  STATE/COUNTY-  NM/GUADALUPE
 FN0578  USGS QUAD   -  DILIA (1963)
 FN0578
 FN0578                         *CURRENT SURVEY CONTROL
 FN0578  ___________________________________________________________________
 FN0578* NAD 83(1992)-  35 08 09.10177(N)    105 05 05.09359(W)     ADJUSTED  
 FN0578* NAVD 88     -                                                        
 FN0578  ___________________________________________________________________
 FN0578  LAPLACE CORR-          -4.32  (seconds)                    DEFLEC99
 FN0578  GEOID HEIGHT-         -20.79  (meters)                     GEOID03
 FN0578
 FN0578  HORZ ORDER  -  THIRD
 FN0578
 FN0578.The horizontal coordinates were established by classical geodetic methods
 FN0578.and adjusted by the National Geodetic Survey in December 1993..
 FN0578
 FN0578
 FN0578.The Laplace correction was computed from DEFLEC99 derived deflections.
 FN0578
 FN0578.The geoid height was determined by GEOID03.
 FN0578
 FN0578;                    North         East     Units Scale Factor Converg.
 FN0578;SPC NM E     -   458,908.040    96,523.840   MT  0.99996686   -0 25 56.9
 FN0578;SPC NM E     - 1,505,600.79    316,678.63   sFT  0.99996686   -0 25 56.9
 FN0578;UTM  13      - 3,888,113.055   492,279.388   MT  0.99960073   -0 02 55.6
 FN0578
 FN0578                          SUPERSEDED SURVEY CONTROL
 FN0578
 FN0578  NAD 83(1986)-  35 08 09.10806(N)    105 05 05.09024(W) AD(       ) 4
 FN0578  NAD 27      -  35 08 08.90300(N)    105 05 03.07800(W) AD(       ) 3
 FN0578
 FN0578.Superseded values are not recommended for survey control.
 FN0578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0578.See file dsdata.txt to determine how the superseded data were derived.
 FN0578
 FN0578_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDU9227988113(NAD 83)
 FN0578_MARKER: 22 = AIRWAY BEACON
 FN0578
 FN0578  HISTORY     - Date     Condition        Report By
 FN0578  HISTORY     - 1949     FIRST OBSERVED   CGS
 FN0578
 FN0578                          STATION DESCRIPTION
 FN0578
 FN0578'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (DHK)
 FN0578'STATION IS THE TOP CENTER OF THE ROTATING LIGHT OF AIRWAY
 FN0578'BEACON NO. 79A LOCATED AT THE ANTON CHICO AIRPORT WHICH IS
 FN0578'ABOUT 4 MILES SOUTH-SOUTHWEST OF DILIA.  IT IS A STANDARD
 FN0578'C.A.A. ROTATING BEACON SET ATOP A STRUCTURAL STEEL TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0579 ***********************************************************************
 FN0579  DESIGNATION -  AMARILLO ALBUQUERQUE AY BN 79B
 FN0579  PID         -  FN0579
 FN0579  STATE/COUNTY-  NM/GUADALUPE
 FN0579  USGS QUAD   -  THOMPSON RANCH (1963)
 FN0579
 FN0579                         *CURRENT SURVEY CONTROL
 FN0579  ___________________________________________________________________
 FN0579* NAD 83(1992)-  35 06 54.15633(N)    105 03 56.55685(W)     ADJUSTED  
 FN0579* NAVD 88     -                                                        
 FN0579  ___________________________________________________________________
 FN0579  LAPLACE CORR-          -4.44  (seconds)                    DEFLEC99
 FN0579  GEOID HEIGHT-         -20.89  (meters)                     GEOID03
 FN0579
 FN0579  HORZ ORDER  -  THIRD
 FN0579
 FN0579.The horizontal coordinates were established by classical geodetic methods
 FN0579.and adjusted by the National Geodetic Survey in December 1993..
 FN0579
 FN0579
 FN0579.The Laplace correction was computed from DEFLEC99 derived deflections.
 FN0579
 FN0579.The geoid height was determined by GEOID03.
 FN0579
 FN0579;                    North         East     Units Scale Factor Converg.
 FN0579;SPC NM E     -   456,585.628    98,241.811   MT  0.99996400   -0 25 16.7
 FN0579;SPC NM E     - 1,497,981.35    322,315.01   sFT  0.99996400   -0 25 16.7
 FN0579;UTM  13      - 3,885,803.039   494,012.236   MT  0.99960044   -0 02 16.1
 FN0579
 FN0579                          SUPERSEDED SURVEY CONTROL
 FN0579
 FN0579  NAD 83(1986)-  35 06 54.16352(N)    105 03 56.55527(W) AD(       ) 4
 FN0579  NAD 27      -  35 06 53.97100(N)    105 03 54.55800(W) AD(       ) 3
 FN0579
 FN0579.Superseded values are not recommended for survey control.
 FN0579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0579.See file dsdata.txt to determine how the superseded data were derived.
 FN0579
 FN0579_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDU9401285803(NAD 83)
 FN0579_MARKER: 22 = AIRWAY BEACON
 FN0579
 FN0579  HISTORY     - Date     Condition        Report By
 FN0579  HISTORY     - 1934     FIRST OBSERVED   CGS
 FN0579  HISTORY     - 1934     GOOD             CGS
 FN0579  HISTORY     - 1949     GOOD             CGS
 FN0579
 FN0579                          STATION DESCRIPTION
 FN0579
 FN0579'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FN0579'ON A 51-FOOT TOWER, 4 MILES AIR LINE AND 9 MILES BY ROAD
 FN0579'SOUTHEAST OF DILIA, IN SEC. 6, T. 10 N., R. 18 E.
 FN0579
 FN0579                          STATION RECOVERY (1949)
 FN0579
 FN0579'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (DHK)
 FN0579'STATION IS THE BOTTOM CENTER OF THE BASE OF AIRWAY BEACON NO.
 FN0579'79B LOCATED ABOUT 6 MILES SOUTH OF DILIA AND ABOUT 25 MILES
 FN0579'NORTHWEST OF SANTA ROSA.  IT IS A STANDARD C.A.A. ROTATING BEACON
 FN0579'SET ATOP A STRUCTURAL STEEL TOWER.
 FN0579'
 FN0579'PROBABLY THE SAME STATION AS LOS ANGELES-AMARILLO AIRWAY
 FN0579'BEACON NO. 78B, 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0583 ***********************************************************************
 FN0583  DESIGNATION -  AMARILLO ALBUQUERQUE AWY BN 77
 FN0583  PID         -  FN0583
 FN0583  STATE/COUNTY-  NM/SAN MIGUEL
 FN0583  USGS QUAD   -  JACINTO MESA (1963)
 FN0583
 FN0583                         *CURRENT SURVEY CONTROL
 FN0583  ___________________________________________________________________
 FN0583* NAD 83(1992)-  35 06 34.36665(N)    105 22 48.73774(W)     ADJUSTED  
 FN0583* NAVD 88     -                                                        
 FN0583  ___________________________________________________________________
 FN0583  LAPLACE CORR-          -5.32  (seconds)                    DEFLEC99
 FN0583  GEOID HEIGHT-         -19.89  (meters)                     GEOID03
 FN0583
 FN0583  HORZ ORDER  -  THIRD
 FN0583
 FN0583.The horizontal coordinates were established by classical geodetic methods
 FN0583.and adjusted by the National Geodetic Survey in December 1993..
 FN0583
 FN0583
 FN0583.The Laplace correction was computed from DEFLEC99 derived deflections.
 FN0583
 FN0583.The geoid height was determined by GEOID03.
 FN0583
 FN0583;                    North         East     Units Scale Factor Converg.
 FN0583;SPC NM E     -   456,231.848    69,567.412   MT  1.00002130   -0 36 07.7
 FN0583;SPC NM E     - 1,496,820.65    228,239.08   sFT  1.00002130   -0 36 07.7
 FN0583;SPC NM C     -   456,072.396   579,289.143   MT  0.99997746   +0 30 01.0
 FN0583;SPC NM C     - 1,496,297.52  1,900,551.13   sFT  0.99997746   +0 30 01.0
 FN0583;UTM  13      - 3,885,257.560   465,351.886   MT  0.99961479   -0 13 07.2
 FN0583
 FN0583                          SUPERSEDED SURVEY CONTROL
 FN0583
 FN0583  NAD 83(1986)-  35 06 34.37288(N)    105 22 48.73249(W) AD(       ) 4
 FN0583  NAD 27      -  35 06 34.18800(N)    105 22 46.70300(W) AD(       ) 3
 FN0583
 FN0583.Superseded values are not recommended for survey control.
 FN0583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0583.See file dsdata.txt to determine how the superseded data were derived.
 FN0583
 FN0583_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDU6535285258(NAD 83)
 FN0583_MARKER: 22 = AIRWAY BEACON
 FN0583
 FN0583  HISTORY     - Date     Condition        Report By
 FN0583  HISTORY     - 1949     FIRST OBSERVED   CGS
 FN0583
 FN0583                          STATION DESCRIPTION
 FN0583
 FN0583'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (DHK)
 FN0583'STATION IS THE TOP CENTER OF THE ROTATING LIGHT OF AIRWAY
 FN0583'BEACON NO. 77 LOCATED ABOUT 7 MILES WEST OF DAHLIA AND ABOUT
 FN0583'12 MILES NORTHEAST OF PALMA.  IT IS A STANDARD C.A.A. ROTATING
 FN0583'BEACON SET ATOP A STRUCTURAL STEEL TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0636 ***********************************************************************
 FN0636  DESIGNATION -  AMARILLO ALBUQUERQUE AWY BN 76
 FN0636  PID         -  FN0636
 FN0636  STATE/COUNTY-  NM/SAN MIGUEL
 FN0636  USGS QUAD   -  CLINES CORNERS (1966)
 FN0636
 FN0636                         *CURRENT SURVEY CONTROL
 FN0636  ___________________________________________________________________
 FN0636* NAD 83(1992)-  35 05 59.41545(N)    105 37 33.29150(W)     ADJUSTED  
 FN0636* NAVD 88     -                                                        
 FN0636  ___________________________________________________________________
 FN0636  LAPLACE CORR-          -2.32  (seconds)                    DEFLEC99
 FN0636  GEOID HEIGHT-         -19.28  (meters)                     GEOID03
 FN0636
 FN0636  HORZ ORDER  -  THIRD
 FN0636
 FN0636.The horizontal coordinates were established by classical geodetic methods
 FN0636.and adjusted by the National Geodetic Survey in December 1993..
 FN0636
 FN0636
 FN0636.The Laplace correction was computed from DEFLEC99 derived deflections.
 FN0636
 FN0636.The geoid height was determined by GEOID03.
 FN0636
 FN0636;                    North         East     Units Scale Factor Converg.
 FN0636;SPC NM E     -   455,417.803    47,153.448   MT  1.00008019   -0 44 36.0
 FN0636;SPC NM E     - 1,494,149.91    154,702.60   sFT  1.00008019   -0 44 36.0
 FN0636;SPC NM C     -   454,827.425   556,897.050   MT  0.99993988   +0 21 31.9
 FN0636;SPC NM C     - 1,492,212.98  1,827,086.40   sFT  0.99993988   +0 21 31.9
 FN0636;UTM  13      - 3,884,293.942   442,953.357   MT  0.99964011   -0 21 35.7
 FN0636
 FN0636                          SUPERSEDED SURVEY CONTROL
 FN0636
 FN0636  NAD 83(1986)-  35 05 59.42392(N)    105 37 33.28918(W) AD(       ) 4
 FN0636  NAD 27      -  35 05 59.24500(N)    105 37 31.26000(W) AD(       ) 3
 FN0636
 FN0636.Superseded values are not recommended for survey control.
 FN0636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0636.See file dsdata.txt to determine how the superseded data were derived.
 FN0636
 FN0636_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDU4295384294(NAD 83)
 FN0636_MARKER: 22 = AIRWAY BEACON
 FN0636
 FN0636  HISTORY     - Date     Condition        Report By
 FN0636  HISTORY     - 1934     FIRST OBSERVED   CGS
 FN0636  HISTORY     - 1949     GOOD             CGS
 FN0636  HISTORY     - 1959     GOOD             USGS
 FN0636
 FN0636                          STATION DESCRIPTION
 FN0636
 FN0636'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 FN0636'ON A 65-FOOT TOWER, 25 MILES AIR LINE AND 32 MILES BY ROAD
 FN0636'EAST-NORTHEAST OF MORIARTY, IN SEC. 12. T. 10 N., R. 12 E.
 FN0636
 FN0636                          STATION RECOVERY (1949)
 FN0636
 FN0636'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (DHK)
 FN0636'STATION IS THE TOP CENTER OF THE ROTATING LIGHT OF AIRWAY
 FN0636'BEACON NO. 76 LOCATED ABOUT 9 MILES NORTHWEST OF PALMA.  IT
 FN0636'IS A STANDARD C.A.A. ROTATING BEACON SET ATOP A STRUCTURAL
 FN0636'STEEL TOWER.
 FN0636'
 FN0636'PROBABLY THE SAME STATION AS LOS ANGELES-AMARILLO AIRWAY
 FN0636'BEACON NO. 75, 1934.
 FN0636
 FN0636                          STATION RECOVERY (1959)
 FN0636
 FN0636'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 FN0636'STATION MARK--STATION IS THE TOP CENTER OF THE ROTATING LIGHT OF
 FN0636'AIRWAY BEACON NO. 76.  IT IS A STANDARD C.A.A. ROTATING BEACON, SET
 FN0636'ATOP A STRUCTURAL STEEL TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1756 ***********************************************************************
 CX1756  DESIGNATION -  AMBER
 CX1756  PID         -  CX1756
 CX1756  STATE/COUNTY-  NM/SIERRA
 CX1756  USGS QUAD   -  PRISOR WELL (1981)
 CX1756
 CX1756                         *CURRENT SURVEY CONTROL
 CX1756  ___________________________________________________________________
 CX1756* NAD 83(1992)-  32 53 53.24358(N)    106 52 03.18551(W)     ADJUSTED  
 CX1756* NAVD 88     -      1400.     (meters)    4593.     (feet)  SCALED    
 CX1756  ___________________________________________________________________
 CX1756  LAPLACE CORR-           3.21  (seconds)                    DEFLEC99
 CX1756  GEOID HEIGHT-         -23.22  (meters)                     GEOID03
 CX1756
 CX1756  HORZ ORDER  -  SECOND
 CX1756
 CX1756.The horizontal coordinates were established by classical geodetic methods
 CX1756.and adjusted by the National Geodetic Survey in December 1993..
 CX1756
 CX1756.The orthometric height was scaled from a topographic map.
 CX1756
 CX1756.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1756
 CX1756.The geoid height was determined by GEOID03.
 CX1756
 CX1756;                    North         East     Units Scale Factor Converg.
 CX1756;SPC NM W     -   210,871.313   920,353.236   MT  1.00001729   +0 31 28.5
 CX1756;SPC NM W     -   691,833.63  3,019,525.58   sFT  1.00001729   +0 31 28.5
 CX1756;SPC NM C     -   210,623.287   442,226.905   MT  0.99994114   -0 20 07.5
 CX1756;SPC NM C     -   691,019.90  1,450,872.77   sFT  0.99994114   -0 20 07.5
 CX1756;UTM  13      - 3,641,539.480   325,328.115   MT  0.99997621   -1 00 52.6
 CX1756
 CX1756!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1756!SPC NM W     -   0.99978395  x   1.00001729  =   0.99980124
 CX1756!SPC NM C     -   0.99978395  x   0.99994114  =   0.99972510
 CX1756!UTM  13      -   0.99978395  x   0.99997621  =   0.99976017
 CX1756
 CX1756:                Primary Azimuth Mark                     Grid Az
 CX1756:SPC NM W     -  AWY BCN 6 18 MI E OF RINCON              159 06 09.7
 CX1756:SPC NM C     -  AWY BCN 6 18 MI E OF RINCON              159 57 45.7
 CX1756:UTM  13      -  AWY BCN 6 18 MI E OF RINCON              160 38 30.8
 CX1756
 CX1756|---------------------------------------------------------------------|
 CX1756| PID    Reference Object                     Distance      Geod. Az  |
 CX1756|                                                           dddmmss.s |
 CX1756| CX1741 AWY BCN 6 18 MI E OF RINCON         APPROX.30.5 KM 1593738.2 |
 CX1756| CC5957 AMBER RM 2                           12.943 METERS 20423     |
 CX1756| CC5955 AMBER AZ MK                                        2094108.7 |
 CX1756| CC5956 AMBER RM 1                           10.931 METERS 30843     |
 CX1756|---------------------------------------------------------------------|
 CX1756
 CX1756                          SUPERSEDED SURVEY CONTROL
 CX1756
 CX1756  NAD 83(1986)-  32 53 53.25079(N)    106 52 03.19054(W) AD(       ) 2
 CX1756  NAD 27      -  32 53 52.96898(N)    106 52 01.13724(W) AD(       ) 2
 CX1756
 CX1756.Superseded values are not recommended for survey control.
 CX1756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1756.See file dsdata.txt to determine how the superseded data were derived.
 CX1756
 CX1756_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS2532841539(NAD 83)
 CX1756_MARKER: DD = SURVEY DISK
 CX1756_SETTING: 0 = UNSPECIFIED SETTING
 CX1756
 CX1756  HISTORY     - Date     Condition        Report By
 CX1756  HISTORY     - 1943     MONUMENTED       CGS
 CX1756  HISTORY     - 1964     GOOD             CGS
 CX1756
 CX1756                          STATION DESCRIPTION
 CX1756
 CX1756'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (EHB)
 CX1756'STATION IS LOCATED ON THE AMBER AIRWAY NO. 3, BEACON LIGHT 8,
 CX1756'ABOUT 10 MILES SE OF ALEMAN RANCH, 1.75 MILES E OF THE
 CX1756'SIERRA -SOCORRO COUNTY LINE, IN THE OPEN RANGE LAND.
 CX1756'
 CX1756'STATION MARK IS IN THE SE CORNER OF FENCE ENCLOSING BEACON LIGHT
 CX1756'8, ABOUT 8 FEET IN FROM SE CORNER OF FENCE, 52.5 FEET S OF
 CX1756'E-W ROAD, 32.5 FEET SW OF A DIAGONAL ROAD RUNNING NE-SW, 29.7
 CX1756'FEET W OF CENTER OF BEACON 8, 21.40 FEET E OF NE CORNER OF
 CX1756'MOTOR HOUSE, 26.75 FEET SE OF SE CORNER OF MOTOR HOUSE.  A
 CX1756'BRONZE DISK SET IN TOP OF A CONCRETE POST PROJECTING ABOUT
 CX1756'2 INCHES.  STAMPED AMBER 1943.
 CX1756'
 CX1756'UNDERGROUND MARK IS A BRONZE DISK SET IN THE TOP OF A CONCRETE
 CX1756'POST.
 CX1756'
 CX1756'REFERENCE MARK 1 IS 35.871 FEET NW OF THE STATION.  A BRONZE
 CX1756'REFERENCE DISK SET IN THE TOP OF A CONCRETE POST PROJECTING
 CX1756'ABOUT 2 INCHES ABOVE THE GROUND.  STAMPED AMBER NO 1 1943.
 CX1756'
 CX1756'REFERENCE MARK 2 IS 42.460 FEET SW OF THE STATION.  A BRONZE
 CX1756'REFERENCE DISK SET IN THE TOP OF A CONCRETE POST PROJECTING
 CX1756'ABOUT 2 INCHES ABOVE THE GROUND.  STAMPED AMBER NO 2 1943.
 CX1756'
 CX1756'AZIMUTH MARK IS ABOUT 0.35 MILE SW OF THE STATION, ABOUT 85
 CX1756'FEET S OF THE ROAD, 5 FEET S OF A WITNESS POST.  A BRONZE
 CX1756'AZIMUTH DISK SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 CX1756'GROUND.  STAMPED AMBER 1943.
 CX1756'
 CX1756'TO REACH THE STATION FROM RINCON, GO E ON THE MAIN ROAD FOR 1.7
 CX1756'MILES TO A ROAD LEADING LEFT, CONTINUE STRAIGHT AHEAD ON THE
 CX1756'MAIN ROAD FOR 1.1 MILES TO TOP OF THE HILL AND ROAD FORKS,
 CX1756'TAKE LEFT FORK AND GO .05 MILE TO WHERE ROAD FORKS AGAIN, TAKE
 CX1756'RIGHT FORK AND CONTINUE E 2.6 MILES TO CROSS ROADS, CONTINUE
 CX1756'STRAIGHT AHEAD AND GO 2.2 MILES TO A SMALL RANCH HOUSE AND
 CX1756'WINDMILL, KEEP RIGHT AND FOLLOW MAIN ROAD ABOUT 0.5 MILE TO A
 CX1756'T-JUNCTION.  TURN LEFT AT JUNCTION AND FOLLOW MAIN ROAD IN A
 CX1756'NE DIRECTION FOR 3.5 MILES TO A FENCE AND CATTLE GUARD, CROSS
 CX1756'THROUGH CATTLE GUARD AND CONTINUE ON MAIN ROAD FOR ABOUT 3.0
 CX1756'MILES TO A RANCH.  TURN LEFT THROUGH THE CATTLE GUARD AND
 CX1756'AT THIS POINT THE ROAD FORKS IN THREE DIRECTIONS.  TAKE THE
 CX1756'CENTER OF THE THREE ROADS AND TRAVEL 2.3 MILES TO ROAD FORKS,
 CX1756'TAKE RIGHT FORK AND GO 2.5 MILES TO A FENCE AND WOODEN GATE,
 CX1756'PASS THROUGH GATE AND CONTINUE ON MAIN ROAD FOR 6.4 MILES TO
 CX1756'BEACON LIGHT 8 AND STATION.
 CX1756'
 CX1756'HEIGHT OF LIGHT ABOVE STATION MARK-13 METERS.
 CX1756
 CX1756                          STATION RECOVERY (1964)
 CX1756
 CX1756'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (FHB)
 CX1756'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 CX1756'FOUND IN GOOD CONDITION.  THE BEACON TOWER HAS BEEN DISMANTLED.
 CX1756'A NEW DESCRIPTION ON HOW TO REACH THE STATION FOLLOWS.
 CX1756'
 CX1756'TO REACH THE STATION FROM THE POST OFFICE IN RINCON, GO EAST
 CX1756'FOR 0.3 MILE.  ENTER ONTO INTERSTATE HIGHWAY 25 AND GO EAST FOR
 CX1756'2.8 MILES.  TURN RIGHT OFF THE HIGHWAY, LEFT UNDER THE OVERPASS
 CX1756'AND GO NORTHWEST ON A DIRT ROAD FOR 1.1 MILES.  TAKE THE RIGHT
 CX1756'FORK AND GO NORTH FOR 0.05 MILE.  TAKE THE RIGHT FORK AND GO EAST
 CX1756'FOR 5.2 MILES.  TURN LEFT AT THE T-ROAD AND GO NORTHEAST ON THE
 CX1756'MAIN ROAD FOR 6.1 MILE TO A CATTLE GUARD IN FRONT OF A RANCH.
 CX1756'PASS OVER THE CATTLE GUARD, AND KEEP STRAIGHT AHEAD AT A
 CX1756'CROSS-ROAD AND GO NORTHERLY FOR 2.1 MILES.  TAKE THE RIGHT
 CX1756'FORK AND GO NORTH FOR 1.2 MILES.  TURN LEFT AT THE EARTHERN
 CX1756'TANK AND GO WEST FOR 0.3 MILE.  TAKE THE RIGHT FORK AND GO
 CX1756'NORTH FOR 1.1 MILES.  PASS THROUGH THE GATE AND CONTINUE
 CX1756'NORTH FOR 2.0 MILES.  TAKE THE RIGHT FORK AND GO NORTHEAST
 CX1756'ON A TRACK ROAD FOR 1.3 MILES.  CONTINUE STRAIGHT AHEAD AT
 CX1756'THE CROSS-ROAD AND GO NORTHEAST FOR 0.7 MILE.  PASS THROUGH
 CX1756'THE GATE AT THE CROSS-ROAD AND CONTINUE NORTHEAST FOR 2.1
 CX1756'MILES TO A CROSS-ROAD AND THE STATION IN THE SOUTHWEST ANGLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1652 ***********************************************************************
 FO1652  DESIGNATION -  AMBROSIA
 FO1652  PID         -  FO1652
 FO1652  STATE/COUNTY-  NM/MCKINLEY
 FO1652  USGS QUAD   -  AMBROSIA LAKE (1995)
 FO1652
 FO1652                         *CURRENT SURVEY CONTROL
 FO1652  ___________________________________________________________________
 FO1652* NAD 83(1992)-  35 26 55.40981(N)    107 45 51.33712(W)     ADJUSTED  
 FO1652* NAVD 88     -      2508.9    (meters)    8231.     (feet)  VERTCON   
 FO1652  ___________________________________________________________________
 FO1652  LAPLACE CORR-           1.37  (seconds)                    DEFLEC99
 FO1652  GEOID HEIGHT-         -20.38  (meters)                     GEOID03
 FO1652
 FO1652  HORZ ORDER  -  FIRST
 FO1652
 FO1652.The horizontal coordinates were established by classical geodetic methods
 FO1652.and adjusted by the National Geodetic Survey in December 1993..
 FO1652
 FO1652.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1652.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1652
 FO1652.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1652
 FO1652.The geoid height was determined by GEOID03.
 FO1652
 FO1652;                    North         East     Units Scale Factor Converg.
 FO1652;SPC NM W     -   493,363.304   836,270.411   MT  0.99991715   +0 02 24.2
 FO1652;SPC NM W     - 1,618,642.77  2,743,663.84   sFT  0.99991715   +0 02 24.2
 FO1652;UTM  13      - 3,926,318.501   249,109.328   MT  1.00037578   -1 36 14.5
 FO1652
 FO1652!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1652!SPC NM W     -   0.99960956  x   0.99991715  =   0.99952674
 FO1652!UTM  13      -   0.99960956  x   1.00037578  =   0.99998519
 FO1652
 FO1652|---------------------------------------------------------------------|
 FO1652| PID    Reference Object                     Distance      Geod. Az  |
 FO1652|                                                           dddmmss.s |
 FO1652| CD3938 AMBROSIA RM 1                        11.962 METERS 16734     |
 FO1652| CD3937 AMBROSIA AZ MK                                     1752258.4 |
 FO1652| CD3939 AMBROSIA RM 2                         8.878 METERS 25604     |
 FO1652|---------------------------------------------------------------------|
 FO1652
 FO1652                          SUPERSEDED SURVEY CONTROL
 FO1652
 FO1652  NAD 83(1986)-  35 26 55.41088(N)    107 45 51.33979(W) AD(       ) 1
 FO1652  NAD 27      -  35 26 55.30400(N)    107 45 49.12400(W) AD(       ) 1
 FO1652  NGVD 29 (07/19/86) 2507.7    (m)         8227.     (f) VERT ANG       
 FO1652
 FO1652.Superseded values are not recommended for survey control.
 FO1652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1652.See file dsdata.txt to determine how the superseded data were derived.
 FO1652
 FO1652_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBV4910926319(NAD 83)
 FO1652_MARKER: DS = TRIANGULATION STATION DISK
 FO1652_SETTING: 66 = SET IN ROCK OUTCROP
 FO1652
 FO1652  HISTORY     - Date     Condition        Report By
 FO1652  HISTORY     - 1945     MONUMENTED       CGS
 FO1652  HISTORY     - 1956     GOOD             USGS
 FO1652
 FO1652                          STATION DESCRIPTION
 FO1652
 FO1652'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (RAM)
 FO1652'STATION IS ON THE HIGHEST POINT OF THE SECOND RISE NW OF A
 FO1652'LARGE CANYON WHICH EXTENDS INTO A MESA LOCALLY KNOWN AS SAN
 FO1652'MATEO MESA.  IT LIES ABOUT 4 MILES (AIR LINE) E OF AMBROSIA
 FO1652'LAKE, IS 26 MILES (AIR LINE) ENE OF THOREAU, 17 MILES (AIR
 FO1652'LINE) NE OF BLUEWATER, 10 MILES NW OF SAN MATEO, AND 21
 FO1652'MILES (AIR LINE) NNE OF GRANTS.
 FO1652'
 FO1652'TO REACH STATION FROM GRANTS, GO 3.5 MILES W ON U.S. HIGHWAY
 FO1652'66 FROM THE POST OFFICE TO ROAD LEADING TO THE N OR RIGHT OFF
 FO1652'HIGHWAY.  TURN RIGHT OFF HIGHWAY AND ACROSS RAILROAD TRACKS
 FO1652'AND GO 13.5 MILES ON ROAD WHICH IS SIGNED SAN MATEO 22 TO
 FO1652'FORK.  TAKE LEFT FORK, LEAVING SAN MATEO ROAD, AND GO 3.5
 FO1652'MILES TO CATTLE GUARD.  GO 50 FEET BEYOND THE CATTLE GUARD
 FO1652'AND TURN TO THE RIGHT ON A TRACK ROAD AND HEAD FOR THE LARGE
 FO1652'CANYON IN THE MESA WHICH IS MENTIONED ABOVE.  GO 1.5 MILES
 FO1652'ON THIS TRACK ROAD, KEEPING POINTED AT LARGE CANYON, TO AN
 FO1652'OLD ABANDONED BUILDING.  TURN RIGHT AT THIS BUILDING AND GO
 FO1652'0.2 MILE TO A GATE THROUGH THE FENCE.  GO THROUGH THIS
 FO1652'FENCE AND TURN LEFT GOING N ALONG THE FENCE AND THEN NE
 FO1652'ACROSS COUNTRY FOR 1.6 MILES.  HERE TURN RIGHT AND GO
 FO1652'0.2 MILE AROUND SMALL MESA INTO LARGE CANYON MENTIONED
 FO1652'ABOVE AND GO 0.9 MILE UP THIS CANYON TO BLAZED CEDAR TREE
 FO1652'AND END OF TRUCK TRAVEL.  FROM HERE PACK ABOUT 1/5
 FO1652'MILE UP THE CANYON TO WHERE RIDGE ENDS IN CANYON.  THIS
 FO1652'PLACE IS MARKED BY A 3-FOOT CAIRN.  PACK UP THE RIDGE
 FO1652'HERE AND FOLLOW THIS RIDGE HEADING FOR THE FIRST BREAK IN
 FO1652'THE RIM NW OF THE LARGE CANYON.  GO UP THROUGH THE RIM AT THIS
 FO1652'BREAK AND THEN PACK ALONG THE RIM TO THE NW OVER THE FIRST
 FO1652'RISE AND THEN UP THE SECOND RISE TO THE HIGHEST POINT
 FO1652'AND STATION.
 FO1652'
 FO1652'STATION MARK IS A BRONZE STATION DISK STAMPED AMBROSIA 1945
 FO1652'AND IS SET IN OUTCROPPING BEDROCK FLUSH WITH THE SURFACE
 FO1652'TO THE N AND PROJECTING 1 FOOT ABOVE THE SURFACE TO THE S.
 FO1652'IT IS 30 FEET NE OF THE RIM OF THE MESA.
 FO1652'
 FO1652'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK STAMPED AMBROSIA
 FO1652'NO 1 1945 AND IS SET IN OUTCROPPING BEDROCK AT THE EDGE OF
 FO1652'THE RIM OF THE MESA.  IT IS SSE OF THE STATION AND ABOUT 3
 FO1652'FEET LOWER.
 FO1652'
 FO1652'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK STAMPED AMBROSIA
 FO1652'NO 2 1945 AND IS SET IN OUTCROPPING BEDROCK AT THE EDGE OF
 FO1652'THE RIM OF THE MESA.  IT IS WSW OF THE STATION AND ABOUT
 FO1652'3 FEET LOWER.
 FO1652'
 FO1652'AZIMUTH MARK IS A BRONZE AZIMUTH DISK STAMPED AMBROSIA 1945
 FO1652'AND IS SET IN OUTCROPPING BEDROCK.  IT PROJECTS ABOUT 1 FOOT
 FO1652'ABOVE THE SURROUNDING SURFACE.  IT IS LOCATED 1-1/2 MILES
 FO1652'S OF THE STATION AND 27 FEET WSW OF THE BLAZED TREE AT THE
 FO1652'END OF TRUCK TRAVEL.
 FO1652
 FO1652                          STATION RECOVERY (1956)
 FO1652
 FO1652'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 FO1652'STATION RECOVERED IN GOOD CONDITION.
 FO1652'
 FO1652'TO REACH FROM GRANTS, GO 3.5 MILES W ON U.S. HIGHWAY 66 FROM
 FO1652'THE POST OFFICE TO ROAD LEADING TO N OR RIGHT OFF HIGHWAY.
 FO1652'TURN RIGHT OFF HIGHWAY AND ACROSS RAILROAD TRACKS AND GO
 FO1652'13.5 MILES ALONG STATE HIGHWAY 53 TO FORK.  TAKE LEFT FORK
 FO1652'AND GO 3.5 MILES ON ROAD TO AMBROSIA LAKE TO CATTLE GUARD
 FO1652'AND A 3-WAY ROAD FORK.  TURN RIGHT, ANGLING E-NE ON ROAD
 FO1652'TOWARD MOUTH OF LARGE CANYON 1.8 MILES TO GATE AND 3-WAY
 FO1652'ROAD FORK.  CONTINUE THROUGH GATE AND STRAIGHT AHEAD TOWARD
 FO1652'CANYON MOUTH 0.6 MILE TO EARTH TANK.  CROSS ON ROAD OVER
 FO1652'TOP OF TANK AND TAKE LEFT ROAD, CONTINUING UP CANYON 1.4
 FO1652'MILES TO GATE.  GO THRU GATE AND CONTINUE 1.3 MILES ALONG
 FO1652'MAIN ROAD IN CANYON BOTTOM TO END TRUCK TRAVEL.  PROCEED
 FO1652'ON FOOT 1/4 MILE UP CANYON AND UP RIDGE LEADING TO E END
 FO1652'OF LOWER LINE OF CLIFFS AND THEN WORK W AROUND SIDE HILL TO
 FO1652'FIRST BREAK IN MESA RIM, NW OF S POINT OF RIM.  CLIMB
 FO1652'THROUGH BREAK TO TOP OF RIM AND PROCEED NW OVER FIRST
 FO1652'TOP, ACROSS DRAIN AND TO SECOND TOP AND STATION ABOUT 1
 FO1652'HOUR PACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0510 ***********************************************************************
 FM0510  DESIGNATION -  AMISTAD
 FM0510  PID         -  FM0510
 FM0510  STATE/COUNTY-  NM/UNION
 FM0510  USGS QUAD   -  AMISTAD (1971)
 FM0510
 FM0510                         *CURRENT SURVEY CONTROL
 FM0510  ___________________________________________________________________
 FM0510* NAD 83(1992)-  35 57 19.06269(N)    103 11 45.38110(W)     ADJUSTED  
 FM0510* NAVD 88     -      1410.264  (meters)    4626.84   (feet)  ADJUSTED  
 FM0510  ___________________________________________________________________
 FM0510  LAPLACE CORR-          -7.69  (seconds)                    DEFLEC99
 FM0510  GEOID HEIGHT-         -22.59  (meters)                     GEOID03
 FM0510  DYNAMIC HT  -        1408.577 (meters)    4621.31  (feet)  COMP
 FM0510  MODELED GRAV-     979,386.9   (mgal)                       NAVD 88
 FM0510
 FM0510  HORZ ORDER  -  FIRST
 FM0510  VERT ORDER  -  SECOND    CLASS 0
 FM0510
 FM0510.The horizontal coordinates were established by classical geodetic methods
 FM0510.and adjusted by the National Geodetic Survey in November 1994..
 FM0510
 FM0510.The orthometric height was determined by differential leveling
 FM0510.and adjusted by the National Geodetic Survey in June 1991..
 FM0510
 FM0510.The Laplace correction was computed from DEFLEC99 derived deflections.
 FM0510
 FM0510.The geoid height was determined by GEOID03.
 FM0510
 FM0510.The dynamic height is computed by dividing the NAVD 88
 FM0510.geopotential number by the normal gravity value computed on the
 FM0510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0510.degrees latitude (g = 980.6199 gals.).
 FM0510
 FM0510.The modeled gravity was interpolated from observed gravity values.
 FM0510
 FM0510;                    North         East     Units Scale Factor Converg.
 FM0510;SPC NM E     -   550,155.999   267,602.282   MT  1.00003877   +0 40 04.4
 FM0510;SPC NM E     - 1,804,970.14    877,958.49   sFT  1.00003877   +0 40 04.4
 FM0510;UTM  13      - 3,980,494.272   662,695.851   MT  0.99992617   +1 03 34.2
 FM0510
 FM0510!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FM0510!SPC NM E     -   0.99978225  x   1.00003877  =   0.99982101
 FM0510!UTM  13      -   0.99978225  x   0.99992617  =   0.99970844
 FM0510
 FM0510|---------------------------------------------------------------------|
 FM0510| PID    Reference Object                     Distance      Geod. Az  |
 FM0510|                                                           dddmmss.s |
 FM0510| FM0509 AMISTAD RM 1                         43.868 METERS 18219     |
 FM0510| FM0513 AMISTAD AZ MK                                      3575923.4 |
 FM0510| FM0511 AMISTAD RM 2                         53.320 METERS 35834     |
 FM0510|---------------------------------------------------------------------|
 FM0510
 FM0510                          SUPERSEDED SURVEY CONTROL
 FM0510
 FM0510  NAD 83(1992)-  35 57 19.06213(N)    103 11 45.38022(W) AD(       ) 1
 FM0510  NAD 83(1986)-  35 57 19.07067(N)    103 11 45.37888(W) AD(       ) 1
 FM0510  NAD 27      -  35 57 18.94480(N)    103 11 43.58360(W) AD(       ) 1
 FM0510  NGVD 29 (??/??/92) 1409.600  (m)         4624.66   (f) ADJ UNCH    2 0
 FM0510
 FM0510.Superseded values are not recommended for survey control.
 FM0510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0510.See file dsdata.txt to determine how the superseded data were derived.
 FM0510
 FM0510_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFV6269680494(NAD 83)
 FM0510_MARKER: DS = TRIANGULATION STATION DISK
 FM0510_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0510_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0510_STAMPING: AMISTAD 1935
 FM0510_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0510+STABILITY: SURFACE MOTION
 FM0510
 FM0510  HISTORY     - Date     Condition        Report By
 FM0510  HISTORY     - 1935     MONUMENTED       CGS
 FM0510  HISTORY     - 1955     GOOD             CGS
 FM0510  HISTORY     - 1955     GOOD             NGS
 FM0510  HISTORY     - 1960     GOOD             CGS
 FM0510  HISTORY     - 1971     GOOD             NGS
 FM0510  HISTORY     - 1988     GOOD             AMOCO
 FM0510
 FM0510                          STATION DESCRIPTION
 FM0510
 FM0510'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 FM0510'ABOUT 3 MILES NORTHWEST OF AMISTAD, 0.6 MILE NORTH OF A GROUP
 FM0510'OF ABANDONED FARM BUILDINGS, 0.1 MILE SOUTH OF A DIM TRAIL
 FM0510'RUNNING EAST FROM THE HIGHWAY, 1.8 MILES NORTH OF AN EAST-WEST
 FM0510'SECTION LINE ALONG WHICH STATE HIGHWAY 18 JOGS FOR 2 MILES, AND
 FM0510'47 FEET EAST OF STATE HIGHWAY 18, ON A LOW, ROUNDED, EAST-WEST
 FM0510'RIDGE OF SANDY GROUND.  TO REACH THE STATION FROM AMISTAD GARAGE
 FM0510'AT THE INTERSECTION OF STATE HIGHWAY 18 WITH THE MAIN EAST-WEST
 FM0510'STREET OF AMISTAD, DRIVE NORTH 0.6 MILE ON STATE HIGHWAY 18, TURN
 FM0510'LEFT AND GO WEST 2.0 MILES, TURN RIGHT AND GO NORTH 1.8 MILES
 FM0510'TO THE STATION.  THE SURFACE, UNDERGROUND, REFERENCE AND
 FM0510'AZIMUTH MARKS ARE STANDARD DISKS SET IN CONCRETE.
 FM0510'REFERENCE MARK NO. 1 IS IN A FENCE
 FM0510'LINE 42 FEET EAST OF THE CENTER OF THE HIGHWAY, AND 143.95
 FM0510'FEET FROM THE STATION, AND NO. 2 IS IN A
 FM0510'FENCE LINE, 42 FEET EAST OF THE CENTER OF THE HIGHWAY AND
 FM0510'174.93 FEET FROM THE STATION.  THE
 FM0510'AZIMUTH MARK IS IN A FENCE LINE, 33 FEET WEST OF THE CENTER
 FM0510'OF THE HIGHWAY AND IS 0.4 MILE NORTH OF THE STATION.
 FM0510
 FM0510                          STATION RECOVERY (1955)
 FM0510
 FM0510'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (HDR)
 FM0510'0.3 MILE WEST ALONG AN OILED ROAD FROM THE PUBLIC SCHOOL AT
 FM0510'AMISTAD, THENCE 4.1 MILES NORTH ALONG STATE HIGHWAY 18, 43 FEET
 FM0510'EAST OF THE CENTER LINE OF THE HIGHWAY, 36.7 FEET NORTH OF A
 FM0510'VERTICAL SECTION OF RAIL, 5.4 FEET NORTHEAST OF A WITNESS POST,
 FM0510'5.6 FEET EAST OF A FENCE, A TRIANGULATION STATION DISK SET IN
 FM0510'THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND,
 FM0510'STAMPED AMISTAD 1935.
 FM0510'
 FM0510'R.M. 1 AMISTAD IS 141.9 FEET SOUTH OF TRIANGULATION STATION
 FM0510'AMISTAD, 38 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, IN A
 FM0510'NORTH AND SOUTH FENCE LINE, A REFERENCE MARK DISK SET IN THE
 FM0510'TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND, STAMPED
 FM0510'AMISTAD NO 1 1935.
 FM0510'
 FM0510'R.M. 2 AMISTAD IS 174.9 FEET NORTH OF TRIANGULATION STATION AMISTAD,
 FM0510'38 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, IN A NORTH AND
 FM0510'SOUTH FENCE LINE, A REFERENCE MARK DISK SET IN THE TOP OF A
 FM0510'CONCRETE POST WHICH IS FLUSH WITH THE GROUND, STAMPED AMISTAD NO 2
 FM0510'1935.
 FM0510'
 FM0510'AMISTAD 1935 AZIMUTH IS 0.3 MILE NORTH OF TRIANGULATION STATION
 FM0510'AMISTAD, 176.8 FEET SOUTH OF A VERTICAL SECTION OF RAIL, 44
 FM0510'FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 3 FEET EAST OF A
 FM0510'WITNESS POST, IN A NORTH AND SOUTH FENCE LINE, A REFERENCE MARK DISK
 FM0510'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.1 FOOT
 FM0510'ABOVE THE GROUND, STAMPED AMISTAD 1935 AZIMUTH.
 FM0510
 FM0510                          STATION RECOVERY (1955)
 FM0510
 FM0510'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 FM0510'4.4 MI N FROM AMISTAD.
 FM0510'0.3 MILE WEST ALONG AN OILED ROAD FROM THE PUBLIC SCHOOL AT AMISTAD,
 FM0510'THENCE 4.1 MILES NORTH ALONG STATE HIGHWAY 18, 43 FEET EAST OF THE
 FM0510'CENTER LINE OF THE HIGHWAY, 36.7 FEET NORTH OF A VERTICAL SECTION OF
 FM0510'RAIL, 5.4 FEET NORTHEAST OF A WITNESS POST, 5.6 FEET EAST OF A FENCE,
 FM0510'SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 FM0510
 FM0510                          STATION RECOVERY (1960)
 FM0510
 FM0510'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HWK)
 FM0510'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2 AND
 FM0510'THE AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.
 FM0510'THE DISTANCE AND DIRECTION TO ALL MARKS WERE VERIFIED.
 FM0510'
 FM0510'FOLLOWING IS A COMPLETE NEW DESCRIPTION.
 FM0510'
 FM0510'THE STATION IS APPROXIMATELY 8-1/2 MILES WEST OF THE NEW
 FM0510'MEXICO-TEXAS STATE LINE AND 3 MILES NORTHWEST OF AMISTAD, ON
 FM0510'PROPERTY OWNED BY THE BIFFLE ESTATE.
 FM0510'
 FM0510'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 18
 FM0510'AND 102 (WEST) ABOUT 7 MILES SOUTH OF STEAD, GO SOUTHERLY ON
 FM0510'HIGHWAY 18 FOR 2.35 MILES TO THE AZIMUTH MARK ON THE RIGHT.
 FM0510'CONTINUE SOUTHERLY, ON HIGHWAY 18 FOR 0.35 MILE TO THE TOP OF
 FM0510'GRADE AND THE STATION ON THE LEFT.
 FM0510'
 FM0510'STATION MARK, A STANDARD DISK STAMPED AMISTAD 1935, IS SET IN
 FM0510'A SQUARE CONCRETE POST WHICH IS FLUSH WITH THE SURFACE OF THE
 FM0510'GROUND.  IT IS 43 FEET EAST OF THE CENTER OF HIGHWAY 18, 6 FEET
 FM0510'NORTHEAST OF A METAL WITNESS POST AND 6 FEET EAST OF A
 FM0510'RIGHT-OF-WAY FENCE.  THE UNDERGROUND MARK WAS NOT INSPECTED BY
 FM0510'THIS PARTY.
 FM0510'
 FM0510'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED AMISTAD NO 1 1935,
 FM0510'IS SET IN A SQUARE CONCRETE POST WHICH IS FLUSH WITH THE SURFACE
 FM0510'OF THE GROUND.  IT IS 37 FEET EAST OF THE CENTER OF HIGHWAY 18
 FM0510'AND 6 INCHES EAST OF THE FENCE.
 FM0510'
 FM0510'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED AMISTAD NO 2
 FM0510'1935, IS SET IN A SQUARE CONCRETE POST WHICH IS FLUSH WITH THE
 FM0510'SURFACE OF THE GROUND.  IT IS 37 FEET EAST OF THE CENTER OF
 FM0510'HIGHWAY 18 AND 6 INCHES EAST OF THE FENCE.
 FM0510'
 FM0510'AZIMUTH MARK, A STANDARD DISK STAMPED AMISTAD 1935, IS SET IN A
 FM0510'SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS 43 FEET WEST
 FM0510'OF THE CENTER OF HIGHWAY 18, 2.6 FEET EAST OF A 4 BY 4 WOODEN
 FM0510'WITNESS POST, 2.2 FEET SOUTH OF A METAL WITNESS POST AND 6 INCHES
 FM0510'EAST OF A FENCE.
 FM0510'
 FM0510'NOTE--REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
 FM0510
 FM0510                          STATION RECOVERY (1971)
 FM0510
 FM0510'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 FM0510'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK
 FM0510'WERE RECOVERED AS DESCRIBED.  THE ROUTE TO THE STATION IS
 FM0510'ADEQUATE.  REFERENCE MARK 1 WAS COVERED WITH BLOW SAND.
 FM0510'
 FM0510'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES NORTH OF
 FM0510'AMISTAD
 FM0510
 FM0510                          STATION RECOVERY (1988)
 FM0510
 FM0510'RECOVERY NOTE BY AMOCO OIL COMPANY 1988 (JF)
 FM0510'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0513 ***********************************************************************
 FM0513  DESIGNATION -  AMISTAD AZ MK
 FM0513  PID         -  FM0513
 FM0513  STATE/COUNTY-  NM/UNION
 FM0513  USGS QUAD   -  AMISTAD (1971)
 FM0513
 FM0513                         *CURRENT SURVEY CONTROL
 FM0513  ___________________________________________________________________
 FM0513* NAD 83(1986)-  35 57 38.     (N)    103 11 44.     (W)     SCALED    
 FM0513* NAVD 88     -      1409.384  (meters)    4623.95   (feet)  ADJUSTED  
 FM0513  ___________________________________________________________________
 FM0513  GEOID HEIGHT-         -22.59  (meters)                     GEOID03
 FM0513  DYNAMIC HT  -        1407.698 (meters)    4618.42  (feet)  COMP
 FM0513  MODELED GRAV-     979,387.0   (mgal)                       NAVD 88
 FM0513
 FM0513  VERT ORDER  -  SECOND    CLASS 0
 FM0513
 FM0513.The horizontal coordinates were scaled from a topographic map and have
 FM0513.an estimated accuracy of +/- 6 seconds.
 FM0513
 FM0513.The orthometric height was determined by differential leveling
 FM0513.and adjusted by the National Geodetic Survey in June 1991..
 FM0513
 FM0513.The geoid height was determined by GEOID03.
 FM0513
 FM0513.The dynamic height is computed by dividing the NAVD 88
 FM0513.geopotential number by the normal gravity value computed on the
 FM0513.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0513.degrees latitude (g = 980.6199 gals.).
 FM0513
 FM0513.The modeled gravity was interpolated from observed gravity values.
 FM0513
 FM0513;                    North         East    Units  Estimated Accuracy
 FM0513;SPC NM E     -   550,740.      267,630.      MT  (+/- 180 meters Scaled)
 FM0513
 FM0513                          SUPERSEDED SURVEY CONTROL
 FM0513
 FM0513  NGVD 29 (??/??/92) 1408.719  (m)         4621.77   (f) ADJ UNCH    2 0
 FM0513
 FM0513.Superseded values are not recommended for survey control.
 FM0513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0513.See file dsdata.txt to determine how the superseded data were derived.
 FM0513
 FM0513_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFV627810(NAD 83)
 FM0513_MARKER: DR = REFERENCE MARK DISK
 FM0513_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0513_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0513_STAMPING: AMISTAD 1935 AZIMUTH
 FM0513_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0513+STABILITY: SURFACE MOTION
 FM0513
 FM0513  HISTORY     - Date     Condition        Report By
 FM0513  HISTORY     - 1935     MONUMENTED       CGS
 FM0513  HISTORY     - 1955     GOOD             NGS
 FM0513
 FM0513                          STATION DESCRIPTION
 FM0513
 FM0513'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 FM0513'4.7 MI N FROM AMISTAD.
 FM0513'0.3 MILE WEST ALONG AN OILED ROAD FROM THE PUBLIC SCHOOL AT AMISTAD,
 FM0513'THENCE 4.4 MILES NORTH ALONG STATE HIGHWAY 18, 176.8 FEET SOUTH OF A
 FM0513'VERTICAL SECTION OF RAIL, 44 FEET WEST OF THE CENTER LINE OF THE
 FM0513'HIGHWAY, 3 FEET EAST OF A WITNESS POST, IN A NORTH AND SOUTH FENCE
 FM0513'LINE, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.1 FOOT ABOVE
 FM0513'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0509 ***********************************************************************
 FM0509  DESIGNATION -  AMISTAD RM 1
 FM0509  PID         -  FM0509
 FM0509  STATE/COUNTY-  NM/UNION
 FM0509  USGS QUAD   -  AMISTAD (1971)
 FM0509
 FM0509                         *CURRENT SURVEY CONTROL
 FM0509  ___________________________________________________________________
 FM0509* NAD 83(1986)-  35 57 18.     (N)    103 11 45.     (W)     SCALED    
 FM0509* NAVD 88     -      1409.556  (meters)    4624.52   (feet)  ADJUSTED  
 FM0509  ___________________________________________________________________
 FM0509  GEOID HEIGHT-         -22.59  (meters)                     GEOID03
 FM0509  DYNAMIC HT  -        1407.870 (meters)    4618.99  (feet)  COMP
 FM0509  MODELED GRAV-     979,386.9   (mgal)                       NAVD 88
 FM0509
 FM0509  VERT ORDER  -  SECOND    CLASS 0
 FM0509
 FM0509.The horizontal coordinates were scaled from a topographic map and have
 FM0509.an estimated accuracy of +/- 6 seconds.
 FM0509
 FM0509.The orthometric height was determined by differential leveling
 FM0509.and adjusted by the National Geodetic Survey in June 1991..
 FM0509
 FM0509.The geoid height was determined by GEOID03.
 FM0509
 FM0509.The dynamic height is computed by dividing the NAVD 88
 FM0509.geopotential number by the normal gravity value computed on the
 FM0509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0509.degrees latitude (g = 980.6199 gals.).
 FM0509
 FM0509.The modeled gravity was interpolated from observed gravity values.
 FM0509
 FM0509;                    North         East    Units  Estimated Accuracy
 FM0509;SPC NM E     -   550,120.      267,610.      MT  (+/- 180 meters Scaled)
 FM0509
 FM0509                          SUPERSEDED SURVEY CONTROL
 FM0509
 FM0509  NGVD 29 (??/??/92) 1408.892  (m)         4622.34   (f) ADJ UNCH    2 0
 FM0509
 FM0509.Superseded values are not recommended for survey control.
 FM0509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0509.See file dsdata.txt to determine how the superseded data were derived.
 FM0509
 FM0509_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFV627804(NAD 83)
 FM0509_MARKER: DR = REFERENCE MARK DISK
 FM0509_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0509_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0509_STAMPING: AMISTAD NO 1 1935
 FM0509_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0509+STABILITY: SURFACE MOTION
 FM0509
 FM0509  HISTORY     - Date     Condition        Report By
 FM0509  HISTORY     - 1935     MONUMENTED       CGS
 FM0509  HISTORY     - 1955     GOOD             NGS
 FM0509
 FM0509                          STATION DESCRIPTION
 FM0509
 FM0509'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 FM0509'4.4 MI N FROM AMISTAD.
 FM0509'0.3 MILE WEST ALONG AN OILED ROAD FROM THE PUBLIC SCHOOL AT AMISTAD,
 FM0509'THENCE 4.1 MILES NORTH ALONG STATE HIGHWAY 18, 141.9 FEET SOUTH OF
 FM0509'TRIANGULATION STATION AMISTAD, 38 FEET EAST OF THE CENTER LINE OF THE
 FM0509'HIGHWAY, IN A NORTH AND SOUTH FENCE LINE, SET IN THE TOP OF A CONCRETE
 FM0509'POST WHICH IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0511 ***********************************************************************
 FM0511  DESIGNATION -  AMISTAD RM 2
 FM0511  PID         -  FM0511
 FM0511  STATE/COUNTY-  NM/UNION
 FM0511  USGS QUAD   -  AMISTAD (1971)
 FM0511
 FM0511                         *CURRENT SURVEY CONTROL
 FM0511  ___________________________________________________________________
 FM0511* NAD 83(1986)-  35 57 18.     (N)    103 11 45.     (W)     SCALED    
 FM0511* NAVD 88     -      1410.007  (meters)    4626.00   (feet)  ADJUSTED  
 FM0511  ___________________________________________________________________
 FM0511  GEOID HEIGHT-         -22.59  (meters)                     GEOID03
 FM0511  DYNAMIC HT  -        1408.320 (meters)    4620.46  (feet)  COMP
 FM0511  MODELED GRAV-     979,386.9   (mgal)                       NAVD 88
 FM0511
 FM0511  VERT ORDER  -  SECOND    CLASS 0
 FM0511
 FM0511.The horizontal coordinates were scaled from a topographic map and have
 FM0511.an estimated accuracy of +/- 6 seconds.
 FM0511
 FM0511.The orthometric height was determined by differential leveling
 FM0511.and adjusted by the National Geodetic Survey in June 1991..
 FM0511
 FM0511.The geoid height was determined by GEOID03.
 FM0511
 FM0511.The dynamic height is computed by dividing the NAVD 88
 FM0511.geopotential number by the normal gravity value computed on the
 FM0511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0511.degrees latitude (g = 980.6199 gals.).
 FM0511
 FM0511.The modeled gravity was interpolated from observed gravity values.
 FM0511
 FM0511;                    North         East    Units  Estimated Accuracy
 FM0511;SPC NM E     -   550,120.      267,610.      MT  (+/- 180 meters Scaled)
 FM0511
 FM0511                          SUPERSEDED SURVEY CONTROL
 FM0511
 FM0511  NGVD 29 (??/??/92) 1409.343  (m)         4623.82   (f) ADJ UNCH    2 0
 FM0511
 FM0511.Superseded values are not recommended for survey control.
 FM0511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0511.See file dsdata.txt to determine how the superseded data were derived.
 FM0511
 FM0511_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFV627804(NAD 83)
 FM0511_MARKER: DR = REFERENCE MARK DISK
 FM0511_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0511_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0511_STAMPING: AMISTAD NO 2 1935
 FM0511_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0511+STABILITY: SURFACE MOTION
 FM0511
 FM0511  HISTORY     - Date     Condition        Report By
 FM0511  HISTORY     - 1935     MONUMENTED       CGS
 FM0511  HISTORY     - 1955     GOOD             NGS
 FM0511
 FM0511                          STATION DESCRIPTION
 FM0511
 FM0511'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 FM0511'4.4 MI N FROM AMISTAD.
 FM0511'0.3 MILE WEST ALONG AN OILED ROAD FROM THE PUBLIC SCHOOL AT AMISTAD,
 FM0511'THENCE 4.1 MILES NORTH ALONG STATE HIGHWAY 18, 174.9 FEET NORTH OF
 FM0511'TRIANGULATION STATION AMISTAD, 38 FEET EAST OF THE CENTER LINE OF THE
 FM0511'HIGHWAY, IN A NORTH AND SOUTH FENCE LINE, SET IN THE TOP OF A CONCRETE
 FM0511'POST WHICH IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0883 ***********************************************************************
 DR0883  DESIGNATION -  AMSA
 DR0883  PID         -  DR0883
 DR0883  STATE/COUNTY-  NM/CHAVES
 DR0883  USGS QUAD   -  ROSWELL SOUTH (1975)
 DR0883
 DR0883                         *CURRENT SURVEY CONTROL
 DR0883  ___________________________________________________________________
 DR0883* NAD 83(1992)-  33 18 04.82251(N)    104 30 22.08818(W)     ADJUSTED  
 DR0883* NAVD 88     -      1104.     (meters)    3622.     (feet)  SCALED    
 DR0883  ___________________________________________________________________
 DR0883  LAPLACE CORR-          -2.15  (seconds)                    DEFLEC99
 DR0883  GEOID HEIGHT-         -23.13  (meters)                     GEOID03
 DR0883
 DR0883  HORZ ORDER  -  SECOND
 DR0883
 DR0883.This mark is at Roswell Industrial Air Center  (ROW)
 DR0883
 DR0883.The horizontal coordinates were established by classical geodetic methods
 DR0883.and adjusted by the National Geodetic Survey in December 1993..
 DR0883
 DR0883.The orthometric height was scaled from a topographic map.
 DR0883
 DR0883.The Laplace correction was computed from DEFLEC99 derived deflections.
 DR0883
 DR0883.The geoid height was determined by GEOID03.
 DR0883
 DR0883;                    North         East     Units Scale Factor Converg.
 DR0883;SPC NM E     -   255,184.556   148,907.645   MT  0.99991228   -0 05 41.6
 DR0883;SPC NM E     -   837,218.00    488,541.17   sFT  0.99991228   -0 05 41.6
 DR0883;UTM  13      - 3,684,803.084   545,977.515   MT  0.99962606   +0 16 16.2
 DR0883
 DR0883!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR0883!SPC NM E     -   0.99983041  x   0.99991228  =   0.99974270
 DR0883!UTM  13      -   0.99983041  x   0.99962606  =   0.99945653
 DR0883
 DR0883|---------------------------------------------------------------------|
 DR0883| PID    Reference Object                     Distance      Geod. Az  |
 DR0883|                                                           dddmmss.s |
 DR0883| CJ5616 AMSA RM 1                            18.458 METERS 00436     |
 DR0883| CJ5617 AMSA RM 2                            18.416 METERS 09204     |
 DR0883| DR0886 WALKER                              APPROX. 2.3 KM 2653914.0 |
 DR0883|---------------------------------------------------------------------|
 DR0883
 DR0883                          SUPERSEDED SURVEY CONTROL
 DR0883
 DR0883  NAD 83(1986)-  33 18 04.82779(N)    104 30 22.08320(W) AD(       ) 2
 DR0883  NAD 27      -  33 18 04.46130(N)    104 30 20.20060(W) AD(       ) 2
 DR0883
 DR0883.Superseded values are not recommended for survey control.
 DR0883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0883.See file dsdata.txt to determine how the superseded data were derived.
 DR0883
 DR0883_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES4597884803(NAD 83)
 DR0883_MARKER: DS = TRIANGULATION STATION DISK
 DR0883_SETTING: 0 = UNSPECIFIED SETTING
 DR0883
 DR0883  HISTORY     - Date     Condition        Report By
 DR0883  HISTORY     - 1961     MONUMENTED       CGS
 DR0883  HISTORY     - 1979     MARK NOT FOUND   NGS
 DR0883  HISTORY     - 19960610 MARK NOT FOUND   CHANCE
 DR0883
 DR0883                          STATION DESCRIPTION
 DR0883
 DR0883'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (GWM)
 DR0883'LOCATED 5-1/2 MILES, AIRLINE, SOUTH OF ROSWELL, ON WALKER AIR
 DR0883'FORCE BASE, ON THE SOUTHEAST SIDE OF THE MAIN RUNWAY, IN THE
 DR0883'RESTRICTED AREA ON THE NORTH SIDE OF BUILDING 1164.
 DR0883'
 DR0883'TO REACH FROM THE MAIN GATE OF WALKER AIR FORCE BASE GO SOUTH
 DR0883'0.2 MILE TO EAST WELLS STREET.  TURN LEFT AND GO EAST 0.3 MILE
 DR0883'TO HEADQUARTERS IN BUILDING 308.  HERE ARRANGEMENTS MUST BE
 DR0883'MADE FOR SECURITY ESCORT WHO WILL TAKE THOSE WITH PROPER
 DR0883'CREDENTIALS TO THE STATION SITE.
 DR0883'
 DR0883'THE STATION MARK, A STANDARD DISK STAMPED AMSA 1961 CEMENTED
 DR0883'IN A DRILL HOLE FLUSH IN THE CONCRETE RAMP LEADING INTO THE
 DR0883'LARGE DOOR ON THE NORTH SIDE OF BUILDING 1164, IS 9.0 FEET
 DR0883'NORTH OF THE CENTER OF THE DOOR AND 35.0 FEET EAST OF THE CENTER
 DR0883'OF THE BLACK-TOPPED ROAD ALONG THE WEST SIDE OF THE BUILDING.
 DR0883'
 DR0883'REFERENCE MARK NUMBER ONE, A STANDARD DISK STAMPED AMSA NO
 DR0883'1 1961 CEMENTED IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 DR0883'PROJECTING 1 INCH ABOVE GROUND, IS 11.5 FEET EAST OF THE EDGE
 DR0883'OF THE BLACK-TOPPED PAVEMENT, AND 31.8 FEET NORTHWEST OF THE
 DR0883'BASE OF A POWERLINE POLE WITH THREE TRANSFORMERS, AT THE SAME
 DR0883'ELEVATION AS THE STATION.
 DR0883'
 DR0883'REFERENCE MARK NUMBER TWO, A STANDARD DISK STAMPED AMSA NO 2
 DR0883'1961 CEMENTED IN THE TOP OF A 12-INCH-SQUARE CONCRETE MONUMENT
 DR0883'PROJECTING 2 INCHES ABOVE GROUND, IS 30.3 FEET EAST OF THE
 DR0883'NORTHEAST CORNER OF BUILDING 1164, AND 1.6 FEET SOUTH OF A
 DR0883'METAL WITNESS SIGN, AT THE SAME ELEVATION AS THE STATION.  A
 DR0883'STANDARD STATION MARK DISK STAMPED AMSA 1961 WAS SET 40 INCHES
 DR0883'BELOW REFERENCE MARK NUMBER TWO.
 DR0883
 DR0883                          STATION RECOVERY (1979)
 DR0883
 DR0883'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (VEN)
 DR0883'STATION DESTROYED BY THE EXTENSION OF THE BUILDING.
 DR0883'
 DR0883'RM 1 RECOVERED AS DESCRIBED IN GOOD CONDITION.
 DR0883'
 DR0883'RM 2 - DISK REMAINS IN CONCRETE MONUMENT BUT IS FOLDED IN HALF.
 DR0883'
 DR0883'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5.5 MI S OF
 DR0883'ROSWELL.
 DR0883
 DR0883                          STATION RECOVERY (1996)
 DR0883
 DR0883'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (KAL)
 DR0883'RECOVERY NOT BY CHANCE 1996 MARK NOT FOUND - SEARCHED 0.5 PERSON-HOUR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1719 ***********************************************************************
 FO1719  DESIGNATION -  ANA
 FO1719  PID         -  FO1719
 FO1719  STATE/COUNTY-  NM/SANDOVAL
 FO1719  USGS QUAD   -  LOMA CRESTON (1970)
 FO1719
 FO1719                         *CURRENT SURVEY CONTROL
 FO1719  ___________________________________________________________________
 FO1719* NAD 83(1992)-  35 30 02.18121(N)    106 35 34.64367(W)     ADJUSTED  
 FO1719* NAVD 88     -      1946.0    (meters)    6385.     (feet)  VERTCON   
 FO1719  ___________________________________________________________________
 FO1719  LAPLACE CORR-           0.74  (seconds)                    DEFLEC99
 FO1719  GEOID HEIGHT-         -20.70  (meters)                     GEOID03
 FO1719
 FO1719  HORZ ORDER  -  THIRD
 FO1719
 FO1719.The horizontal coordinates were established by classical geodetic methods
 FO1719.and adjusted by the National Geodetic Survey in December 1993..
 FO1719
 FO1719.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1719.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1719
 FO1719.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1719
 FO1719.The geoid height was determined by GEOID03.
 FO1719
 FO1719;                    North         East     Units Scale Factor Converg.
 FO1719;SPC NM C     -   499,162.541   468,887.043   MT  0.99991193   -0 11 57.0
 FO1719;SPC NM C     - 1,637,669.10  1,538,340.24   sFT  0.99991193   -0 11 57.0
 FO1719;UTM  13      - 3,929,727.115   355,524.803   MT  0.99985723   -0 55 30.8
 FO1719
 FO1719!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1719!SPC NM C     -   0.99969790  x   0.99991193  =   0.99960986
 FO1719!UTM  13      -   0.99969790  x   0.99985723  =   0.99955517
 FO1719
 FO1719                          SUPERSEDED SURVEY CONTROL
 FO1719
 FO1719  NAD 83(1992)-  35 30 02.18637(N)    106 35 34.64549(W) AD(       ) 3
 FO1719  NGVD 29 (02/08/93) 1945.0    (m)         6381.     (f) VERT ANG       
 FO1719
 FO1719.Superseded values are not recommended for survey control.
 FO1719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1719.See file dsdata.txt to determine how the superseded data were derived.
 FO1719
 FO1719_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV5552529727(NAD 83)
 FO1719_MARKER: DD = SURVEY DISK
 FO1719_SETTING: 66 = SET IN ROCK OUTCROP
 FO1719_SP_SET: SET IN ROCK OUTCROP
 FO1719_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FO1719+STABILITY: POSITION/ELEVATION WELL
 FO1719
 FO1719  HISTORY     - Date     Condition        Report By
 FO1719  HISTORY     - 1938     MONUMENTED       USGS
 FO1719
 FO1719                          STATION DESCRIPTION
 FO1719
 FO1719'DESCRIBED BY US GEOLOGICAL SURVEY 1938
 FO1719'TO REACH STATION FROM N. END OF BRIDGE OVER RIO GRANDE RIVER, AT SAN
 FO1719'FELIPE, GO S. ALONG N. BANK OF RIVER THRU INDIAN PUEBLO OF SAN FELIPE,
 FO1719'1.4 MI., TAKE RIGHT-HAND FORK UP MESA RIM ONTO SANTA ANA MESA AND
 FO1719'CONTINUE ON MAIN TRAVELED RD., 9.1 MI. TO OLD STONE AND ADOBE HOUSE
 FO1719'(EARTHEN DAM ABOUT 200 YDS. NE. FROM HOUSE), ABOUT 100 YDS. S. OF
 FO1719'HOUSE, TURN SW. ALONG DIM RD. ACROSS ARROYO FOR 0.7 MI., TURN RIGHT
 FO1719'AND FOLLOW DIM RD. AND TRAIL TO FOOT OF RIM ROCK, LEAVE CAR AND CLIMB
 FO1719'TO N. POINT OF RIM AND STATION.
 FO1719'
 FO1719'STATION MARK--STANDARD TABLET, IN SOLID ROCK, AND STAMPED---ANA
 FO1719'1938---.
 FO1719'
 FO1719'REFERENCE MARK NO. 1--STANDARD TABLET, STAMPED---ANA NO. 1---,
 FO1719'IN SOLID ROCK, 19.5 FT. FROM STATION, S 00 DEG 50 MIN E.
 FO1719'
 FO1719'REFERENCE MARK NO. 2--STANDARD TABLET, STAMPED---ANA NO. 2---,
 FO1719'IN SOLID ROCK, 33.5 FT. FROM STATION, S 60 DEG 27 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0978 ***********************************************************************
 DR0978  DESIGNATION -  ANALLA
 DR0978  PID         -  DR0978
 DR0978  STATE/COUNTY-  NM/LINCOLN
 DR0978  USGS QUAD   -  SAN PATRICIO (1989)
 DR0978
 DR0978                         *CURRENT SURVEY CONTROL
 DR0978  ___________________________________________________________________
 DR0978* NAD 83(1992)-  33 26 28.13402(N)    105 15 36.01806(W)     ADJUSTED  
 DR0978* NAVD 88     -      1831.     (meters)    6007.     (feet)  SCALED    
 DR0978  ___________________________________________________________________
 DR0978  LAPLACE CORR-          -7.30  (seconds)                    DEFLEC99
 DR0978  GEOID HEIGHT-         -20.85  (meters)                     GEOID03
 DR0978
 DR0978  HORZ ORDER  -  SECOND
 DR0978
 DR0978.The horizontal coordinates were established by classical geodetic methods
 DR0978.and adjusted by the National Geodetic Survey in December 1993..
 DR0978
 DR0978.The orthometric height was scaled from a topographic map.
 DR0978
 DR0978.The Laplace correction was computed from DEFLEC99 derived deflections.
 DR0978
 DR0978.The geoid height was determined by GEOID03.
 DR0978
 DR0978;                    North         East     Units Scale Factor Converg.
 DR0978;SPC NM C     -   271,111.964   592,047.662   MT  1.00000443   +0 32 44.2
 DR0978;SPC NM C     -   889,473.17  1,942,409.70   sFT  1.00000443   +0 32 44.2
 DR0978;UTM  13      - 3,700,224.644   475,832.974   MT  0.99960720   -0 08 35.8
 DR0978
 DR0978!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR0978!SPC NM C     -   0.99971594  x   1.00000443  =   0.99972037
 DR0978!UTM  13      -   0.99971594  x   0.99960720  =   0.99932325
 DR0978
 DR0978|---------------------------------------------------------------------|
 DR0978| PID    Reference Object                     Distance      Geod. Az  |
 DR0978|                                                           dddmmss.s |
 DR0978| CJ5619 ANALLA RM 1                          11.280 METERS 01502     |
 DR0978| CJ5618 ANALLA AZ MK                                       0155013.7 |
 DR0978| CJ5620 ANALLA RM 2                           8.031 METERS 09917     |
 DR0978|---------------------------------------------------------------------|
 DR0978
 DR0978                          SUPERSEDED SURVEY CONTROL
 DR0978
 DR0978  NAD 83(1986)-  33 26 28.14270(N)    105 15 36.01733(W) AD(       ) 2
 DR0978  NAD 27      -  33 26 27.83600(N)    105 15 34.06540(W) AD(       ) 2
 DR0978
 DR0978.Superseded values are not recommended for survey control.
 DR0978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0978.See file dsdata.txt to determine how the superseded data were derived.
 DR0978
 DR0978_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDT7583300225(NAD 83)
 DR0978_MARKER: DS = TRIANGULATION STATION DISK
 DR0978_SETTING: 66 = SET IN ROCK OUTCROP
 DR0978
 DR0978  HISTORY     - Date     Condition        Report By
 DR0978  HISTORY     - 1936     MONUMENTED       CGS
 DR0978  HISTORY     - 1962     GOOD             CGS
 DR0978
 DR0978                          STATION DESCRIPTION
 DR0978
 DR0978'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 DR0978'THE STATION IS ABOUT 9 MILES (6 MILES AIR LINE) NORTHWEST
 DR0978'OF TINNIE, ABOUT 8 MILES EAST-SOUTHEAST OF LINCOLN, ABOUT 5
 DR0978'MILES NORTH OF HONDO, 3-1/4 MILES SOUTH AND 1 MILE WEST OF
 DR0978'ESCONDIDO SPRINGS, ON THE ESCONDIDO RANCH, ON THE HIGHEST
 DR0978'POINT OF A NEARLY BARE KNOLL, ABOUT 40 FEET SOUTHWEST OF A
 DR0978'SMALL, BUSHY CEDAR TREE.  THE STATION KNOLL IS ON A NORTH-SOUTH
 DR0978'SPUR RIDGE WITH DEEP CANYONS ON BOTH EAST AND WEST SIDES,
 DR0978'ALL DRAINAGE IS TO THE SOUTH AND SOUTHEAST.  A STILL LARGER
 DR0978'CANYON LIES ABOUT 1 MILE TO THE SOUTHWEST, RUNNING DOWN
 DR0978'SOUTHEASTERLY TO THE RIO HONDO AND THE CANYONS EAST AND WEST
 DR0978'OF THE STATION DRAIN INTO THIS LARGE CANYON.  THERE IS A
 DR0978'HIGHER NORTH-SOUTH RIDGE ABOUT 1 MILE EAST OF THE STATION.
 DR0978'TO REACH FROM THE ESCONDIDO RANCH WHICH IS ABOUT 9-1/2
 DR0978'MILES BY ROAD FROM TINNIE, TAKE THE ROAD PASSING ON THE
 DR0978'LEFT SIDE OF RANCH HOUSE AND GO 0.2 MILE TO A RED-ROOFED
 DR0978'CABIN, TAKE THE LEFT FORK JUST BEYOND CABIN AND CONTINUE
 DR0978'ON MAIN ROAD 1.5 MILES UP DRAW TO SOUTH TO A LOW, RED,
 DR0978'TIN-ROOFED BARN, CONTINUE ON TRACK ROAD 1.1 MILES TO A LOW
 DR0978'SADDLE, TAKE THE LEFT FORK (STRAIGHT AHEAD) AND FOLLOW DIM
 DR0978'TRACK FOR 0.25 MILE TO A HIGHER SADDLE AND AN ARROW ON A PINE
 DR0978'TREE, TURN RIGHT AND FOLLOW THE TOP OF THE SPUR WEST AND
 DR0978'THEN SOUTH 1.4 MILES TO A LOW KNOLL WITH A BLAZED TREE ON
 DR0978'IT AND STATION SITE.  THERE IS NO ROAD FROM THE HIGH SADDLE TO
 DR0978'THE STATION KNOLL BUT THE SPUR RIDGE IS BOUNDED ON BOTH
 DR0978'SIDES BY DEEP CANYONS AND THERE IS NO WAY TO GET OFF THE
 DR0978'RIGHT RIDGE.  THE STATION, AZIMUTH, AND REFERENCE MARKS ARE
 DR0978'STANDARD DISKS SET IN ROCK.
 DR0978'REFERENCE MARK NO. 1 IS 11.280 METERS (37.01 FEET) FROM THE
 DR0978'STATION N 15 DEG 02 MIN E, AND NO. 2 IS 8.031
 DR0978'METERS (26.35 FEET) FROM THE STATION S 80 DEG 43 MIN E.
 DR0978'THE AZIMUTH MARK IS ON A HIGH POINT OF THE SAME RIDGE AS THE
 DR0978'STATION, WHERE IT TURNS FROM SOUTH TO WEST AROUND A CANYON
 DR0978'AND WHERE A SHORT SPUR CONTINUES TO THE SOUTH, APPROXIMATELY
 DR0978'3/4 MILE FROM THE STATION N 15 DEG 50 MIN E.
 DR0978
 DR0978                          STATION RECOVERY (1962)
 DR0978
 DR0978'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (REA)
 DR0978'STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.
 DR0978'A NEW DESCRIPTION TO REACH THE STATION FOLLOWS--FROM THE POST
 DR0978'OFFICE IN HONDO, GO EAST ON U.S. HIGHWAYS 380 AND 70 FOR 2.8
 DR0978'MILES TO THE JUNCTION OF STATE ROAD 368 ON THE LEFT, TURN LEFT
 DR0978'AND GO NORTH ON ROAD 368 FOR 7.6 MILES TO A SIDE ROAD LEFT
 DR0978'JUST BEFORE REACHING A CATTLE GUARD.  TURN LEFT AND GO WEST
 DR0978'ON THE SIDE ROAD FOR 0.05 MILE TO A GATE, PASS THROUGH GATE
 DR0978'AND CONTINUE WEST ON GRADED ROAD FOR 2.25 MILES TO A GATE AT
 DR0978'THE NORTHWEST CORNER OF THE ESCONDIDO RANCH HOUSE, PASS
 DR0978'THROUGH GATE AND CONTINUE EASTERLY ON TRACK ROAD FOR 0.3 MILE
 DR0978'TO FORK.  TURN LEFT ON DIMMER TRACK ROAD AND GO SOUTHWEST FOR
 DR0978'0.4 MILE TO GATE, PASS THROUGH GATE AND CONTINUE SOUTHWESTERLY
 DR0978'FOR 1.5 MILES.  LEAVE TRACKROAD AND CONTINUE SOUTH UP
 DR0978'GRASSY VALLEY FOR 0.25 MILE TO CREST OF RIDGE, BEAR RIGHT
 DR0978'AND CONTINUE DOWN INTO CANYON FOR 0.05 MILE, BEAR RIGHT AND
 DR0978'GO SOUTHWEST FOR 0.1 MILE TO BOTTOM OF SADDLE, CONTINUE
 DR0978'SOUTHWEST UP A RIDGE FOR 0.1 MILE TO A TOP OF A RIDGE AND
 DR0978'AZIMUTH MARK.  CONTINUE SOUTHWEST ALONG TOP OF RIDGE FOR
 DR0978'0.3 MILE TO A FENCE (PERMISSION WAS OBTAINED AT THE RANCH TO
 DR0978'PASS THROUGH THE FENCE).  CONTINUE SOUTH FOR 0.65 MILE TO TOP
 DR0978'OF LAST RIDGE AND STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1680 ***********************************************************************
 FO1680  DESIGNATION -  ANCHA
 FO1680  PID         -  FO1680
 FO1680  STATE/COUNTY-  NM/SANTA FE
 FO1680  USGS QUAD   -  AGUA FRIA (1993)
 FO1680
 FO1680                         *CURRENT SURVEY CONTROL
 FO1680  ___________________________________________________________________
 FO1680* NAD 83(1992)-  35 43 39.18250(N)    106 07 28.47671(W)     ADJUSTED  
 FO1680* NAVD 88     -      1993.5    (meters)    6540.     (feet)  VERTCON   
 FO1680  ___________________________________________________________________
 FO1680  LAPLACE CORR-           4.16  (seconds)                    DEFLEC99
 FO1680  GEOID HEIGHT-         -19.35  (meters)                     GEOID03
 FO1680
 FO1680  HORZ ORDER  -  THIRD
 FO1680
 FO1680.The horizontal coordinates were established by classical geodetic methods
 FO1680.and adjusted by the National Geodetic Survey in December 1993..
 FO1680
 FO1680.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1680.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1680
 FO1680.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1680
 FO1680.The geoid height was determined by GEOID03.
 FO1680
 FO1680;                    North         East     Units Scale Factor Converg.
 FO1680;SPC NM C     -   524,293.149   511,346.250   MT  0.99990159   +0 04 23.7
 FO1680;SPC NM C     - 1,720,118.44  1,677,641.82   sFT  0.99990159   +0 04 23.7
 FO1680;UTM  13      - 3,954,313.402   398,294.989   MT  0.99972746   -0 39 24.2
 FO1680
 FO1680!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1680!SPC NM C     -   0.99969024  x   0.99990159  =   0.99959186
 FO1680!UTM  13      -   0.99969024  x   0.99972746  =   0.99941778
 FO1680
 FO1680:                Primary Azimuth Mark                     Grid Az
 FO1680:SPC NM C     -  PANKEY PEAK                              316 49 09.3
 FO1680:UTM  13      -  PANKEY PEAK                              317 32 57.2
 FO1680
 FO1680|---------------------------------------------------------------------|
 FO1680| PID    Reference Object                     Distance      Geod. Az  |
 FO1680|                                                           dddmmss.s |
 FO1680| FO0942 PANKEY PEAK                         APPROX. 3.2 KM 3165333.0 |
 FO1680|---------------------------------------------------------------------|
 FO1680
 FO1680                          SUPERSEDED SURVEY CONTROL
 FO1680
 FO1680  NAD 83(1986)-  35 43 39.18619(N)    106 07 28.48207(W) AD(       ) 3
 FO1680  NGVD 29 (09/14/90) 1992.5    (m)         6537.     (f) VERT ANG       
 FO1680
 FO1680.Superseded values are not recommended for survey control.
 FO1680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1680.See file dsdata.txt to determine how the superseded data were derived.
 FO1680
 FO1680_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV9829554313(NAD 83)
 FO1680_MARKER: DS = TRIANGULATION STATION DISK
 FO1680_SETTING: 0 = UNSPECIFIED SETTING
 FO1680_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FO1680
 FO1680  HISTORY     - Date     Condition        Report By
 FO1680  HISTORY     - 1951     MONUMENTED       USGS
 FO1680
 FO1680                          STATION DESCRIPTION
 FO1680
 FO1680'DESCRIBED BY US GEOLOGICAL SURVEY 1951
 FO1680'STATION IS LOCATED ABOUT 10 MI. W. AND 2 MI. N. OF SANTA FE, NEW
 FO1680'MEXICO, ON LOW, FLAT, BROAD, OPEN RIDGE SE. OF PANKEY PEAK.
 FO1680'
 FO1680'TO REACH FROM THE PLAZA IN SANTA FE, PROCEED SW. ALONG U.S. HIGHWAY
 FO1680'85 3.6 MI., THENCE RIGHT ON GRAVEL STREET 0.7 MI., THEN LEFT SW. ALONG
 FO1680'AGUA FRIA RD. 1.4 MI., THENCE RIGHT ACROSS SANTA FE RIVER, PROCEEDING
 FO1680'NW. ON MAIN RD., CROSSING TWO CATTLEGUARDS FOR A DISTANCE OF 5.0 MI.
 FO1680'TO THE DEPARTMENT OF AGRICULTURE BUILDINGS, PROCEED S. OF BUILDINGS
 FO1680'AROUND WINDMILL AND THRU TWO STEEL GATES (0.1 MI.) N. 1.4 MI. TO GATE
 FO1680'AND FENCES THENCE CONTINUE NW. 1.1 MI. TO FORKS, THENCE LEFT NW. 0.6
 FO1680'MI. TO FORKS, THEN RIGHT NE. 0.2 MI.  STATION LIES 250 FT. SE. OF RD.
 FO1680'IN CLUMP OF CEDARS ON SMALL TOP.
 FO1680'
 FO1680'STATION MARK--STANDARD TABLET SET IN TOP OF A BOULDER FLUSH WITH
 FO1680'GROUND, STAMPED---SF-ANCHA 1951 VABM 6537---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1755 ***********************************************************************
 CX1755  DESIGNATION -  ANDERS
 CX1755  PID         -  CX1755
 CX1755  STATE/COUNTY-  NM/SIERRA
 CX1755  USGS QUAD   -  PRISOR WELL (1981)
 CX1755
 CX1755                         *CURRENT SURVEY CONTROL
 CX1755  ___________________________________________________________________
 CX1755* NAD 83(1992)-  32 58 38.51248(N)    106 46 58.73277(W)     ADJUSTED  
 CX1755* NAVD 88     -      1592.     (meters)    5223.     (feet)  SCALED    
 CX1755  ___________________________________________________________________
 CX1755  LAPLACE CORR-           4.36  (seconds)                    DEFLEC99
 CX1755  GEOID HEIGHT-         -22.76  (meters)                     GEOID03
 CX1755
 CX1755  HORZ ORDER  -  SECOND
 CX1755
 CX1755.The horizontal coordinates were established by classical geodetic methods
 CX1755.and adjusted by the National Geodetic Survey in December 1993..
 CX1755
 CX1755.The orthometric height was scaled from a topographic map.
 CX1755
 CX1755.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1755
 CX1755.The geoid height was determined by GEOID03.
 CX1755
 CX1755;                    North         East     Units Scale Factor Converg.
 CX1755;SPC NM W     -   219,734.941   928,177.905   MT  1.00003548   +0 34 18.3
 CX1755;SPC NM W     -   720,913.72  3,045,197.01   sFT  1.00003548   +0 34 18.3
 CX1755;SPC NM C     -   219,367.550   450,183.154   MT  0.99993059   -0 17 24.4
 CX1755;SPC NM C     -   719,708.37  1,476,975.90   sFT  0.99993059   -0 17 24.4
 CX1755;UTM  13      - 3,650,188.920   333,387.752   MT  0.99994228   -0 58 14.6
 CX1755
 CX1755!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1755!SPC NM W     -   0.99975374  x   1.00003548  =   0.99978921
 CX1755!SPC NM C     -   0.99975374  x   0.99993059  =   0.99968435
 CX1755!UTM  13      -   0.99975374  x   0.99994228  =   0.99969604
 CX1755
 CX1755|---------------------------------------------------------------------|
 CX1755| PID    Reference Object                     Distance      Geod. Az  |
 CX1755|                                                           dddmmss.s |
 CX1755| CC5959 ANDERS RM 2                          18.360 METERS 16226     |
 CX1755| CX1759 UPHAM                               APPROX.20.3 KM 2192815.0 |
 CX1755| CC5958 ANDERS RM 1                          20.930 METERS 27303     |
 CX1755|---------------------------------------------------------------------|
 CX1755
 CX1755                          SUPERSEDED SURVEY CONTROL
 CX1755
 CX1755  NAD 83(1986)-  32 58 38.52018(N)    106 46 58.73749(W) AD(       ) 2
 CX1755  NAD 27      -  32 58 38.24355(N)    106 46 56.68984(W) AD(       ) 2
 CX1755
 CX1755.Superseded values are not recommended for survey control.
 CX1755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1755.See file dsdata.txt to determine how the superseded data were derived.
 CX1755
 CX1755_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS3338850189(NAD 83)
 CX1755_MARKER: DS = TRIANGULATION STATION DISK
 CX1755_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX1755
 CX1755  HISTORY     - Date     Condition        Report By
 CX1755  HISTORY     - 1936     MONUMENTED       CGS
 CX1755  HISTORY     - 1943     GOOD             CGS
 CX1755  HISTORY     - 1969     GOOD             USAF
 CX1755
 CX1755                          STATION DESCRIPTION
 CX1755
 CX1755'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (WRP)
 CX1755'THE STATION IS 28 MILES AIRLINE NE OF RINCON, 28 MILES AIRLINE
 CX1755'E OF CABALLO DAM, 3.4 MILES AIRLINE NE OF A DIRT RESERVOIR,
 CX1755'IN OPEN RANGE LAND AT THE HIGHEST POINT OF A SANDY RIDGE.
 CX1755'
 CX1755'TO REACH THE STATION FROM RINCON, GO E ON THE MAIN-TRAVELED
 CX1755'ROAD ABOUT 8 MILES TO THE OLD DETROIT RANCH (REMAINS OF ADOBE
 CX1755'BUILDINGS AND WOODEN WINDMILL TOWER), TURN SHARP LEFT ON A
 CX1755'RANCH ROAD AND GO 0.1 MILE, TAKE THE LEFT FORK AND GO 4.5 MILES,
 CX1755'TAKE THE RIGHT FORK AND GO 6.5 MILES, PASS THROUGH CATTLE GUARD
 CX1755'WITH RANCH HOUSE ON RIGHT, GO N 2.7 MILES, TAKE THE RIGHT
 CX1755'FORK AND GO 12.2 MILES, TURN SHARP RIGHT AT CROSSROADS AND
 CX1755'GO 1.6 MILES, LEAVE THE ROAD AT THE NE SIDE OF LONG, LOW HILL
 CX1755'AND GO ACROSS COUNTRY, BEARING 54 DEG MAGNETIC, 5.5 MILES TO
 CX1755'A FENCE CORNER, GO E ALONG THE S SIDE OF A FENCE 0.9 MILE TO
 CX1755'AN OLD ROAD, CROSS THE OLD ROAD AND CONTINUE ACROSS COUNTRY
 CX1755'ON THE ABOVE BEARING 3.4 MILES TO THE STATION.
 CX1755'
 CX1755'THE STATION, UNDERGROUND AND REFERENCE MARKS ARE BRONZE DISKS
 CX1755'SET IN CONCRETE.
 CX1755'
 CX1755'REFERENCE MARK 1 IS 20.930 METERS (68.67 FEET) FROM THE STATION
 CX1755'N 64 DEG 17 MIN E, AND REFERENCE MARK 2 IS 18.360 METERS
 CX1755'(60.24 FEET) FROM THE STATION S 17 DEG 34 MIN E.  STATION
 CX1755'ALEMAN MAY BE USED AS AN AZIMUTH MARK.  THE FOLLOWING DISTANCES
 CX1755'AND BEARINGS ARE FROM STATION--PEAK, 6 MILES, N 70 DEG 57 MIN E.
 CX1755'PEAK, 7 MILES, S 68 DEG 04 MIN E.  AND PEAK, 7-1/2 MILES,
 CX1755'S 82 DEG 11 MIN E.
 CX1755
 CX1755                          STATION RECOVERY (1943)
 CX1755
 CX1755'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (EHB)
 CX1755'STATION IS LOCATED BY AIRLINE DISTANCES ABOUT 28 MILES NE OF
 CX1755'RINCON AND 16 MILES ESE OF CUTTER, IN OPEN RANGE LAND.
 CX1755'
 CX1755'TO REACH FROM THE ALEMAN RANCH, NOW OWNED BY MR. R.K. STOVALL,
 CX1755'WHICH IS ON THE MAIN RINCON-CUTTER ROAD, GO E FROM THE CATTLE
 CX1755'GUARD AT THE RANCH HOUSE ON A RANCH ROAD, 6.7 MILES TO FORK, ABOUT
 CX1755'4 MILES AFTER PASSING THROUGH CORRAL AT STEEL TANKS.  TAKE THE
 CX1755'RIGHT FORK, STRAIGHT AHEAD, 3.7 MILES TO A T-ROAD LEFT, AT N SIDE
 CX1755'OF A DIRT TANK AND SMALL CABIN S OF TANK.  GO N ON THIS T-ROAD
 CX1755'0.1 MILE, TAKE RIGHT FORK AND CONTINUE N AND E 2.4 MILES TO
 CX1755'END OF ROAD AT DIRT TANK.  FROM HERE GO ENE CROSS-COUNTRY
 CX1755'1.25 MILES TO THE STATION, WHICH IS ON THE HIGHEST POINT OF
 CX1755'THE SECOND RIDGE FROM THE TANK.
 CX1755'
 CX1755'THE ROUTE DESCRIBED IN THE 1936 DESCRIPTION IS NO LONGER
 CX1755'ADEQUATE, DUE TO CHANGES IN THE ROADS.  THE RECONNAISSANCE
 CX1755'PARTY EXPERIENCED MUCH DIFFICULTY IN FINDING THE STATION, BUT
 CX1755'THE ABOVE ROUTE DESCRIBED BY THEM WAS SATISFACTORY.
 CX1755'
 CX1755'THE STATION MARK AND REFERENCE MARKS WERE RECOVERED IN GOOD
 CX1755'CONDITION.  THIS STATION WAS NOT OCCUPIED, SO NO MEASUREMENTS
 CX1755'WERE MADE.  ALL MARKS ARE IN CONCRETE.  STATION IS STAMPED
 CX1755'ANDERS 1936.  REFERENCE MARK 1 IS NE OF THE STATION.  REFERENCE
 CX1755'MARK 2 IS SSE OF THE STATION.
 CX1755
 CX1755                          STATION RECOVERY (1969)
 CX1755
 CX1755'RECOVERY NOTE BY US AIR FORCE 1969 (JD)
 CX1755'STATION MARKER AND REFERENCE MARKERS WERE RECOVERED AND FOUND
 CX1755'IN GOOD SHAPE.  AZIMUTH MARK NOT SEARCHED FOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ1049 ***********************************************************************
 EQ1049  DESIGNATION -  ANDERSON
 EQ1049  PID         -  EQ1049
 EQ1049  STATE/COUNTY-  NM/CATRON
 EQ1049  USGS QUAD   -  ANDERSON PEAK (1963)
 EQ1049
 EQ1049                         *CURRENT SURVEY CONTROL
 EQ1049  ___________________________________________________________________
 EQ1049* NAD 83(1992)-  34 04 46.34942(N)    107 48 30.94622(W)     ADJUSTED  
 EQ1049* NAVD 88     -      2356.6    (meters)    7732.     (feet)  VERTCON   
 EQ1049  ___________________________________________________________________
 EQ1049  LAPLACE CORR-          -1.96  (seconds)                    DEFLEC99
 EQ1049  GEOID HEIGHT-         -21.52  (meters)                     GEOID03
 EQ1049
 EQ1049  HORZ ORDER  -  FIRST
 EQ1049
 EQ1049.The horizontal coordinates were established by classical geodetic methods
 EQ1049.and adjusted by the National Geodetic Survey in December 1993..
 EQ1049
 EQ1049.The NAVD 88 height was computed by applying the VERTCON shift value to
 EQ1049.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EQ1049
 EQ1049.The Laplace correction was computed from DEFLEC99 derived deflections.
 EQ1049
 EQ1049.The geoid height was determined by GEOID03.
 EQ1049
 EQ1049;                    North         East     Units Scale Factor Converg.
 EQ1049;SPC NM W     -   341,481.926   832,283.015   MT  0.99991673   +0 00 49.9
 EQ1049;SPC NM W     - 1,120,345.29  2,730,581.86   sFT  0.99991673   +0 00 49.9
 EQ1049;UTM  13      - 3,774,536.463   240,835.314   MT  1.00042805   -1 34 28.8
 EQ1049
 EQ1049!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EQ1049!SPC NM W     -   0.99963357  x   0.99991673  =   0.99955033
 EQ1049!UTM  13      -   0.99963357  x   1.00042805  =   1.00006146
 EQ1049
 EQ1049|---------------------------------------------------------------------|
 EQ1049| PID    Reference Object                     Distance      Geod. Az  |
 EQ1049|                                                           dddmmss.s |
 EQ1049| CD1508 ANDERSON RM 1                         4.432 METERS 07853     |
 EQ1049| CD1507 ANDERSON AZ MK                                     1033544.8 |
 EQ1049| CD1509 ANDERSON RM 2                        21.491 METERS 20757     |
 EQ1049|---------------------------------------------------------------------|
 EQ1049
 EQ1049                          SUPERSEDED SURVEY CONTROL
 EQ1049
 EQ1049  NAD 83(1986)-  34 04 46.35199(N)    107 48 30.94974(W) AD(       ) 1
 EQ1049  NAD 27      -  34 04 46.13929(N)    107 48 28.76721(W) AD(       ) 1
 EQ1049  NGVD 29 (07/19/86) 2355.7    (m)         7729.     (f) VERT ANG       
 EQ1049
 EQ1049.Superseded values are not recommended for survey control.
 EQ1049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ1049.See file dsdata.txt to determine how the superseded data were derived.
 EQ1049
 EQ1049_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBT4083574536(NAD 83)
 EQ1049_MARKER: DS = TRIANGULATION STATION DISK
 EQ1049_SETTING: 66 = SET IN ROCK OUTCROP
 EQ1049_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EQ1049
 EQ1049  HISTORY     - Date     Condition        Report By
 EQ1049  HISTORY     - 1945     MONUMENTED       CGS
 EQ1049  HISTORY     - 1964     GOOD             CGS
 EQ1049  HISTORY     - 1964     GOOD             USGS
 EQ1049
 EQ1049                          STATION DESCRIPTION
 EQ1049
 EQ1049'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (RAM)
 EQ1049'STATION IS 7-1/2 MILES (AIR LINE) W OF AUGUSTINE, ABOUT 5 MILES
 EQ1049'SE OF DATIL, ON A BRUSH-COVERED DOUBLE-TOPPED HILL SURROUNDED
 EQ1049'FOR ABOUT 2 MILES ON ALL SIDES BY TIMBER.  THE STATION IS ON THE
 EQ1049'SW ONE OF THE TWO TOPS.  IT LIES ABOUT 5 MILES S OF U.S. HIGHWAY
 EQ1049'60.
 EQ1049'
 EQ1049'TO REACH STATION FROM THE POST OFFICE IN AUGUSTINE, GO W ON
 EQ1049'U.S. HIGHWAY 60 ABOUT 200 FEET, TURN LEFT OR S JUST W OF THE
 EQ1049'HOUSES, CROSS CATTLE GUARD AND GO 0.1 MILE TO A THREE-WAY
 EQ1049'FORK.  HERE TAKE THE RIGHT FORK SW FOR 1.3 MILES TO A FENCE AND
 EQ1049'CATTLE GUARD AND TELEPHONE LINE RUNNING E AND W.  CROSS THE
 EQ1049'CATTLE GUARD AND TAKE THE SHARP RIGHT AND GO W ALONG THE S SIDE
 EQ1049'OF THE TELEPHONE LINE FOR 2.4 MILES TO A WINDMILL AND TANK.
 EQ1049'PASS TO THE N OF THESE AND CONTINUE 0.7 MILE TO THE AZIMUTH
 EQ1049'MARK WITNESS POST ON THE RIGHT AT A T-CONNECTION IN THE
 EQ1049'TELEPHONE LINE AND A FENCE CORNER.  CONTINUE 100 FEET TO A FORK
 EQ1049'AND TAKE THE LEFT FORK STRAIGHT AHEAD FOR 0.8 MILE TO A FORK.
 EQ1049'HERE TAKE THE RIGHT FORK AND GO 0.2 MILE TO A GATE AND
 EQ1049'CROSS ROAD.  PASS THROUGH THE GATE AND GO 0.4 MILE TO A GATE.
 EQ1049'CONTINUE FOR 1.1 MILES TO A FORK.  HERE TAKE THE RIGHT FORK
 EQ1049'AND GO 0.8 MILE TO SOME CORRALS AND A TANK.  HERE PASS
 EQ1049'THROUGH THE CORRALS AND GO AROUND THE W SIDE OF THEM AND THEN
 EQ1049'GO N FOR 1.9 MILES TO THE TOP OF A LOW SADDLE.  HERE THE
 EQ1049'STATION IS UP ON THE RIGHT OR THE E AND THERE IS A LOW HILL ON
 EQ1049'THE W.  TURN UP THE SLOPE AND GO CROSS COUNTRY FOR 0.5 MILE
 EQ1049'TO THE HIGHEST POINT OF THE SW SUMMIT AND THE STATION.
 EQ1049'
 EQ1049'STATION MARK IS A BRONZE STATION DISK SET IN BEDROCK ABOUT 8
 EQ1049'INCHES BELOW THE SURFACE OF THE GROUND AND IS 6 FEET SE OF A
 EQ1049'3-FOOT CAIRN.  IT IS STAMPED ANDERSON 1945.
 EQ1049'
 EQ1049'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK STAMPED ANDERSON
 EQ1049'NO 1 1945 AND IS BRAZED TO THE TOP OF A 30-INCH PIECE OF 2-INCH
 EQ1049'PIPE PROJECTING 10 INCHES AND IS ABOUT 14 INCHES ABOVE THE
 EQ1049'STATION.  THE MARK IS ENE OF THE STATION.
 EQ1049'
 EQ1049'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK STAMPED ANDERSON
 EQ1049'NO 2 1945 AND IS BRAZED TO THE TOP OF A 30-INCH PIECE OF 2-INCH
 EQ1049'PIPE PROJECTING 14 INCHES AND IS ABOUT 5 FEET BELOW THE
 EQ1049'STATION.  THE MARK IS SSW OF THE STATION.
 EQ1049'
 EQ1049'AZIMUTH MARK IS A STANDARD G.L.O. 2-INCH IRON PIPE PROJECTING
 EQ1049'5 INCHES AND IS STAMPED T3S R9W S3 S2 S11 S10 1940.  IT IS 2
 EQ1049'FEET WNW OF A WITNESS POST, 132 FEET N OF THE CENTER OF THE
 EQ1049'TRACK ROAD TO THE STATION, AND 166 FEET SW OF A FENCE CORNER.
 EQ1049'THE MARK IS E OF THE STATION.
 EQ1049'
 EQ1049'HEIGHT OF LIGHT ABOVE STATION MARK - 1.0 METER.
 EQ1049
 EQ1049                          STATION RECOVERY (1964)
 EQ1049
 EQ1049'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (WRH)
 EQ1049'STATION MARK, REFERENCE MARKS AND AZIMUTH MARK WERE RECOVERED
 EQ1049'AND FOUND IN GOOD CONDITION.
 EQ1049'
 EQ1049'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION--
 EQ1049'
 EQ1049'STATION IS LOCATED ABOUT 5 MILES SOUTHEAST OF DATIL AND ABOUT
 EQ1049'5 MILES SOUTH OF U.S. HIGHWAY 60 ON A BRUSH COVERED DOUBLE
 EQ1049'TOPPED HILL WHICH IS THE SOUTHWEST ONE OF TWO.
 EQ1049'
 EQ1049'STATION MARK IS A STANDARD DISK SET IN BEDROCK.  IT IS STAMPED
 EQ1049'ANDERSON 1945 AND IS SET ABOUT 8 INCHES BELOW THE GROUND.
 EQ1049'
 EQ1049'R.M. NO. 1 IS A STANDARD DISK BRAZED TO A 2 INCH PIPE.  IT IS
 EQ1049'STAMPED ANDERSON 1945 NO 1 AND PROJECTS 10 INCHES.
 EQ1049'
 EQ1049'R.M. NO. 2 IS A STANDARD DISK BRAZED TO A 2 INCH PIPE.  IT
 EQ1049'IS STAMPED ANDERSON 1945 NO 2 AND PROJECTS 10 INCHES.
 EQ1049'
 EQ1049'AZIMUTH MARK IS A STANDARD G.L.O. CAP ATTACHED TO THE TOP OF A
 EQ1049'2 INCH IRON PIPE, 35 FEET NORTH OF TELEPHONE POLE 31, 18 FEET
 EQ1049'NORTH OF A TRACK ROAD AND IN THE NORTHEAST CORNER OF A T
 EQ1049'FENCE.  IT IS STAMPED T3S R9W S3 S2 S11 S10 1940 AND PROJECTS
 EQ1049'4 INCHES.
 EQ1049'
 EQ1049'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 60 AND
 EQ1049'STATE HIGHWAY 12, WHICH IS 1 BLOCK WEST OF THE POST OFFICE
 EQ1049'IN DATIL, GO SOUTH AND EAST ON U.S. HIGHWAY 60 FOR 3.4 MILES TO A
 EQ1049'CROSSROAD, TURN RIGHT AND GO SOUTH ON GRAVELED ROAD FOR 0.4 MILE
 EQ1049'TO OLD U.S. HIGHWAY 60, CROSS OLD U.S. HIGHWAY 60 AND CONTINUE
 EQ1049'SOUTH ON GRAVELED ROAD FOR 2.65 MILES TO A TRACK ROAD RIGHT,
 EQ1049'(AZIMUTH REACHED FROM THIS POINT BY CONTINUING SOUTH FOR 1.55
 EQ1049'MILES TO A CATTLE GUARD, CROSS CATTLE GUARD AND GO ABOUT 100
 EQ1049'FEET TO A TRACK ROAD TO THE LEFT, TURN LEFT AND GO EAST ON
 EQ1049'TRACK ROAD ALONG SOUTH SIDE OF A FENCE FOR 1.0 MILE TO THE MARK
 EQ1049'AS DESCRIBED), TURN RIGHT AND GO WEST ON TRACK ROAD FOR 1.1
 EQ1049'MILES TO A LOCKED GATE, (NOTE--KEY MAY BE OBTAINED FROM MR.
 EQ1049'HOOD ANDERSON WHO LIVES 3.5 MILES SOUTH OF THE TURNOFF TO
 EQ1049'THE GATE), PASS THROUGH GATE AND CONTINUE WEST ON TRACK ROAD
 EQ1049'FOR 1.7 MILES TO A WINDMILL ON THE LEFT, CONTINUE WEST FOR 0.1
 EQ1049'MILE TO A FORK, TAKE LEFT FORK AND GO SOUTHWEST ON TRACK ROAD
 EQ1049'FOR 1.6 MILES, HERE LEAVE TRACK ROAD AND PICK WAY UP HILL
 EQ1049'TO THE TOP AND THE STATION AS DESCRIBED.  A 4 WHEEL
 EQ1049'DRIVE TRUCK REQUIRED TO REACH THE TOP OF THE HILL.
 EQ1049
 EQ1049                          STATION RECOVERY (1964)
 EQ1049
 EQ1049'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 EQ1049'STATION MARK--BRONZE USC AND GS DISK, STAMPED---ANDERSON 1945---,
 EQ1049'SET IN BEDROCK ABOUT 8 IN. BELOW SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG7423 ***********************************************************************
 DG7423  CORS        -  This is a GPS Continuously Operating Reference Station.
 DG7423  DESIGNATION -  ANGELFIRE_NM2004 CORS ARP
 DG7423  CORS_ID     -  P036
 DG7423  PID         -  DG7423
 DG7423  STATE/COUNTY-  NM/COLFAX
 DG7423  USGS QUAD   -  PALO FLECHADO PASS (1995)
 DG7423
 DG7423                         *CURRENT SURVEY CONTROL
 DG7423  ___________________________________________________________________
 DG7423* NAD 83(CORS)-  36 25 12.96958(N)    105 17 37.11020(W)     ADJUSTED  
 DG7423* NAVD 88     -                                                        
 DG7423  ___________________________________________________________________
 DG7423  EPOCH DATE  -        2002.00
 DG7423  X           -  -1,355,885.538 (meters)                     COMP
 DG7423  Y           -  -4,958,444.634 (meters)                     COMP
 DG7423  Z           -   3,767,321.331 (meters)                     COMP
 DG7423  ELLIP HEIGHT-        2530.86  (meters)          (10/??/04) GPS OBS
 DG7423  GEOID HEIGHT-         -16.79  (meters)                     GEOID03
 DG7423
 DG7423  HORZ ORDER  -  SPECIAL (CORS)
 DG7423  ELLP ORDER  -  SPECIAL (CORS)
 DG7423
 DG7423.ITRF positions are available for this station.
 DG7423.The coordinates were established by GPS observations
 DG7423.and adjusted by the National Geodetic Survey in October 2004..
 DG7423.The coordinates are valid at the epoch date displayed above.
 DG7423.The epoch date for horizontal control is a decimal equivalence
 DG7423.of Year/Month/Day.
 DG7423
 DG7423
 DG7423.The PID for the CORS L1 Phase Center is DG7424.
 DG7423
 DG7423.The XYZ, and position/ellipsoidal ht. are equivalent.
 DG7423
 DG7423.The ellipsoidal height was determined by GPS observations
 DG7423.and is referenced to NAD 83.
 DG7423
 DG7423.The geoid height was determined by GEOID03.
 DG7423
 DG7423;                    North         East     Units Scale Factor Converg.
 DG7423;SPC NM E     -   601,576.484    78,883.420   MT  1.00000043   -0 34 12.6
 DG7423;SPC NM E     - 1,973,672.18    258,803.35   sFT  1.00000043   -0 34 12.6
 DG7423
 DG7423!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG7423!SPC NM E     -   0.99960296  x   1.00000043  =   0.99960339
 DG7423
 DG7423                          SUPERSEDED SURVEY CONTROL
 DG7423
 DG7423.No superseded survey control is available for this station.
 DG7423
 DG7423_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDA7367630604(NAD 83)
 DG7423_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DG7423
 DG7423                          STATION DESCRIPTION
 DG7423
 DG7423'DESCRIBED BY NATIONAL GEODETIC SURVEY 2004
 DG7423'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DG7423'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DG7423'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DG7423'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DG7423'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG7424 ***********************************************************************
 DG7424  CORS        -  This is a GPS Continuously Operating Reference Station.
 DG7424  DESIGNATION -  ANGELFIRE_NM2004 CORS L1 PHASE CENTER
 DG7424  CORS_ID     -  P036
 DG7424  PID         -  DG7424
 DG7424  STATE/COUNTY-  NM/COLFAX
 DG7424  USGS QUAD   -  PALO FLECHADO PASS (1995)
 DG7424
 DG7424                         *CURRENT SURVEY CONTROL
 DG7424  ___________________________________________________________________
 DG7424* NAD 83(CORS)-  36 25 12.96962(N)    105 17 37.11018(W)     ADJUSTED  
 DG7424* NAVD 88     -                                                        
 DG7424  ___________________________________________________________________
 DG7424  EPOCH DATE  -        2002.00
 DG7424  X           -  -1,355,885.560 (meters)                     COMP
 DG7424  Y           -  -4,958,444.718 (meters)                     COMP
 DG7424  Z           -   3,767,321.398 (meters)                     COMP
 DG7424  ELLIP HEIGHT-        2530.97  (meters)          (10/??/04) GPS OBS
 DG7424  GEOID HEIGHT-         -16.79  (meters)                     GEOID03
 DG7424
 DG7424  HORZ ORDER  -  SPECIAL (CORS)
 DG7424  ELLP ORDER  -  SPECIAL (CORS)
 DG7424
 DG7424.ITRF positions are available for this station.
 DG7424.The coordinates were established by GPS observations
 DG7424.and adjusted by the National Geodetic Survey in October 2004..
 DG7424.The coordinates are valid at the epoch date displayed above.
 DG7424.The epoch date for horizontal control is a decimal equivalence
 DG7424.of Year/Month/Day.
 DG7424
 DG7424
 DG7424.The PID for the CORS ARP is DG7423.
 DG7424
 DG7424.The XYZ, and position/ellipsoidal ht. are equivalent.
 DG7424
 DG7424.The ellipsoidal height was determined by GPS observations
 DG7424.and is referenced to NAD 83.
 DG7424
 DG7424.The geoid height was determined by GEOID03.
 DG7424
 DG7424;                    North         East     Units Scale Factor Converg.
 DG7424;SPC NM E     -   601,576.485    78,883.421   MT  1.00000043   -0 34 12.6
 DG7424;SPC NM E     - 1,973,672.18    258,803.36   sFT  1.00000043   -0 34 12.6
 DG7424
 DG7424!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG7424!SPC NM E     -   0.99960294  x   1.00000043  =   0.99960337
 DG7424
 DG7424                          SUPERSEDED SURVEY CONTROL
 DG7424
 DG7424.No superseded survey control is available for this station.
 DG7424
 DG7424_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDA7367630604(NAD 83)
 DG7424_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DG7424
 DG7424                          STATION DESCRIPTION
 DG7424
 DG7424'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DG7424'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DG7424'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DG7424'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DG7424'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DG7424'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG7425 ***********************************************************************
 DG7425  DESIGNATION -  ANGELFIRE_NM2004 GRP
 DG7425  PID         -  DG7425
 DG7425  STATE/COUNTY-  NM/COLFAX
 DG7425  USGS QUAD   -  PALO FLECHADO PASS (1995)
 DG7425
 DG7425                         *CURRENT SURVEY CONTROL
 DG7425  ___________________________________________________________________
 DG7425* NAD 83(CORS)-  36 25 12.96958(N)    105 17 37.11020(W)     ADJUSTED  
 DG7425* NAVD 88     -                                                        
 DG7425  ___________________________________________________________________
 DG7425  EPOCH DATE  -        2002.00
 DG7425  X           -  -1,355,885.536 (meters)                     COMP
 DG7425  Y           -  -4,958,444.626 (meters)                     COMP
 DG7425  Z           -   3,767,321.325 (meters)                     COMP
 DG7425  LAPLACE CORR-          -0.73  (seconds)                    DEFLEC99
 DG7425  ELLIP HEIGHT-        2530.85  (meters)          (10/??/04) GPS OBS
 DG7425  GEOID HEIGHT-         -16.79  (meters)                     GEOID03
 DG7425
 DG7425  HORZ ORDER  -  A
 DG7425  ELLP ORDER  -  FOURTH    CLASS I
 DG7425
 DG7425.ITRF positions are available for this station.
 DG7425.The horizontal coordinates were established by GPS observations
 DG7425.and adjusted by the National Geodetic Survey in October 2004..
 DG7425.The horizontal coordinates are valid at the epoch date displayed above.
 DG7425.The epoch date for horizontal control is a decimal equivalence
 DG7425.of Year/Month/Day.
 DG7425
 DG7425
 DG7425.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG7425
 DG7425.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG7425
 DG7425.The ellipsoidal height was determined by GPS observations
 DG7425.and is referenced to NAD 83.
 DG7425
 DG7425.The geoid height was determined by GEOID03.
 DG7425
 DG7425;                    North         East     Units Scale Factor Converg.
 DG7425;SPC NM E     -   601,576.484    78,883.420   MT  1.00000043   -0 34 12.6
 DG7425;SPC NM E     - 1,973,672.18    258,803.35   sFT  1.00000043   -0 34 12.6
 DG7425;UTM  13      - 4,030,604.153   473,675.868   MT  0.99960854   -0 10 27.6
 DG7425
 DG7425!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG7425!SPC NM E     -   0.99960296  x   1.00000043  =   0.99960339
 DG7425!UTM  13      -   0.99960296  x   0.99960854  =   0.99921166
 DG7425
 DG7425                          SUPERSEDED SURVEY CONTROL
 DG7425
 DG7425.No superseded survey control is available for this station.
 DG7425
 DG7425_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDA7367630604(NAD 83)
 DG7425_STAMPING: UNKNOWN
 DG7425'THIS MONUMENT IS ASSOCIATED WITH CORS SITE 'P036'
 DG7425'LATEST INFORMATION INCLUDING POSITIONS AND VELOCITIES
 DG7425'ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DG7425'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DG7425'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DG7425'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
 DG7425'
 DG7425' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0525 ***********************************************************************
 EP0525  DESIGNATION -  ANIL
 EP0525  PID         -  EP0525
 EP0525  STATE/COUNTY-  NM/GUADALUPE
 EP0525  USGS QUAD   -  IMA SW (1968)
 EP0525
 EP0525                         *CURRENT SURVEY CONTROL
 EP0525  ___________________________________________________________________
 EP0525* NAD 83(1992)-  34 46 53.07195(N)    104 12 10.94945(W)     ADJUSTED  
 EP0525* NAVD 88     -      1562.5    (meters)    5126.     (feet)  VERTCON   
 EP0525  ___________________________________________________________________
 EP0525  LAPLACE CORR-          -0.09  (seconds)                    DEFLEC99
 EP0525  GEOID HEIGHT-         -23.26  (meters)                     GEOID03
 EP0525
 EP0525  HORZ ORDER  -  FIRST
 EP0525
 EP0525.The horizontal coordinates were established by classical geodetic methods
 EP0525.and adjusted by the National Geodetic Survey in December 1993..
 EP0525
 EP0525.The NAVD 88 height was computed by applying the VERTCON shift value to
 EP0525.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EP0525
 EP0525.The Laplace correction was computed from DEFLEC99 derived deflections.
 EP0525
 EP0525.The geoid height was determined by GEOID03.
 EP0525
 EP0525;                    North         East     Units Scale Factor Converg.
 EP0525;SPC NM E     -   419,338.000   176,924.565   MT  0.99991084   +0 04 27.6
 EP0525;SPC NM E     - 1,375,778.09    580,460.01   sFT  0.99991084   +0 04 27.6
 EP0525;UTM  13      - 3,849,091.875   572,917.476   MT  0.99966553   +0 27 16.7
 EP0525
 EP0525!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EP0525!SPC NM E     -   0.99975844  x   0.99991084  =   0.99966930
 EP0525!UTM  13      -   0.99975844  x   0.99966553  =   0.99942405
 EP0525
 EP0525:                Primary Azimuth Mark                     Grid Az
 EP0525:SPC NM E     -  LOUISIANA                                005 54 46.2
 EP0525:UTM  13      -  LOUISIANA                                005 31 57.1
 EP0525
 EP0525|---------------------------------------------------------------------|
 EP0525| PID    Reference Object                     Distance      Geod. Az  |
 EP0525|                                                           dddmmss.s |
 EP0525| EP0529 LOUISIANA                           APPROX.19.7 KM 0055913.8 |
 EP0525| CJ5621 ANIL RM 1                            51.041 METERS 02208     |
 EP0525| CJ5622 ANIL RM 2                            41.623 METERS 10303     |
 EP0525|---------------------------------------------------------------------|
 EP0525
 EP0525                          SUPERSEDED SURVEY CONTROL
 EP0525
 EP0525  NAD 83(1986)-  34 46 53.07903(N)    104 12 10.94361(W) AD(       ) 1
 EP0525  NAD 27      -  34 46 52.85600(N)    104 12 09.03200(W) AD(       ) 1
 EP0525  NGVD 29 (07/19/86) 1561.8    (m)         5124.     (f) VERT ANG       
 EP0525
 EP0525.Superseded values are not recommended for survey control.
 EP0525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EP0525.See file dsdata.txt to determine how the superseded data were derived.
 EP0525
 EP0525_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEU7291749092(NAD 83)
 EP0525_MARKER: DS = TRIANGULATION STATION DISK
 EP0525_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EP0525
 EP0525  HISTORY     - Date     Condition        Report By
 EP0525  HISTORY     - 1922     MONUMENTED       CGS
 EP0525  HISTORY     - 1954     GOOD             LOCENG
 EP0525  HISTORY     - 1970     GOOD             USGS
 EP0525
 EP0525                          STATION DESCRIPTION
 EP0525
 EP0525'DESCRIBED BY COAST AND GEODETIC SURVEY 1922 (CMD)
 EP0525'ABOUT 24 MILES NORTH OF FORT SUMNER AT THE NORTHERN END OF
 EP0525'GAYHART VALLEY, 1-1/2 MILES NORTHWEST OF ANIL POST OFFICE,
 EP0525'ON THE SOUTH END AND HIGHEST POINT OF AN ISOLATED MESA ABOUT
 EP0525'2 MILES SOUTH FROM A PROMINENT, SHARP, CONICAL KNOB LOCATED NEAR
 EP0525'THE NORTHERN END OF THE SAME MESA.  ONE ROAD PASSES THE SOUTH
 EP0525'SIDE OF THE MESA, AND ANOTHER GOES THROUGH THE GAP AT THE EAST.
 EP0525'STATION AND UNDERGROUND MARKS ARE STANDARD DISKS SET IN
 EP0525'CONCRETE.  REFERENCE MARKS ARE
 EP0525'STANDARD DISKS SET IN BEDROCK.
 EP0525'REFERENCE MARK NO. 1 IS 51.03 METERS (167.4 FEET) FROM STATION
 EP0525'AND NO. 2 IS 41.69 METERS (136.8
 EP0525'FEET) FROM STATION.
 EP0525'ELEVATION--1,564.0 METERS (5,131 FEET).
 EP0525
 EP0525                          STATION RECOVERY (1954)
 EP0525
 EP0525'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1954 (CGH)
 EP0525'RECOVERED BY MAGNOLIA PETROL. CO.
 EP0525'
 EP0525'STATION RECOVERED IN GOOD CONDITION.
 EP0525
 EP0525                          STATION RECOVERY (1970)
 EP0525
 EP0525'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970 (JTD)
 EP0525'THE STATION IS LOCATED NORTH 6 DEG EAST ABOUT 21 MILES AIRLINE FROM
 EP0525'FORT SUMNER, NEW MEXICO.  SOUTH 69 DEG EAST ABOUT 30 MILES
 EP0525'AIRLINE FROM SANTA ROSA, NEW MEXICO.  ON THE SOUTHEAST END AND
 EP0525'HIGHWAY PART OF A MESA.  ON LAND OWNED BY THE CARTER BROTHERS.  5.5
 EP0525'FEET SOUTHEAST OF A USC AND GS WITNESS SIGN MOUNTED ON A METAL
 EP0525'POST.
 EP0525'
 EP0525'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 60 AND 84 IN
 EP0525'FORT SUMNER, NEW MEXICO, GO NORTH ON U.S. HIGHWAY 84 FOR 7.3
 EP0525'MILES.  THEN GO NORTH KEEPING ON MAIN COUNTY ROAD THAT GOES NORTH
 EP0525'FOR 11.0 MILES TO A T-RD. EAST.  THEN EAST KEEPING ON MAIN ROAD
 EP0525'THAT GOES EAST FOR 4.0 MILES TO BEND IN ROAD AND CATTLEGUARD.  (THE
 EP0525'CARTER RANCH HOUSE IS 1.1 MILES SOUTH AND 1.5 MILES EAST OF THIS
 EP0525'POINT).  CROSS CATTLE GUARD AND TURN SHARP LEFT FOR ABOUT 50 FEET
 EP0525'TO CATTLE GUARD, CROSS AND GO NORTH FOR 0.9 MILE TO CATTLE GUARD.
 EP0525'CROSS CATTLE GUARD AND CONTINUE ON NORTH FOR 0.85 MILE TO ROAD
 EP0525'FORK.  TAKE RIGHT NORTHWEST FOR 0.4 MILE TO ROAD FORK.  TAKE LEFT
 EP0525'FORK WEST FOR 0.55 MILE TO RATE.  PASS THROUGH GATE AND GO NORTH
 EP0525'FOR 0.5 MILE TO TRAIL CROSSING.  THEN LEFT (WEST) FOR 0.5 MILE TO
 EP0525'SALT LICK SOUTH OF POND.  FIND DIM TRAIL GOING WEST ACROSS
 EP0525'DRAIN AND FOLLOW IT FOR 1.1 MILE TO TOP OF MESA.  THEN DRIVE
 EP0525'EAST-SOUTHEAST FOR 0.1 MILE TO STATION.
 EP0525'
 EP0525'STATION MARK IS A USC AND GS BRONZE DISK STAMPED ANIL 1922 AND
 EP0525'SET IN A CONCRETE POST THAT PROJECTS 0.2 FEET.
 EP0525'
 EP0525'REFERENCE MARK NO. 1 IS A USC AND GS BRONZE REFERENCE MARK DISK
 EP0525'STAMPED ANIL NO. 1922 AND SET IN A ROCK OUTCROP.
 EP0525'
 EP0525'REFERENCE MARK NO. 2 IS A USC AND GS BRONZE REFERENCE MARK DISK
 EP0525'STAMPED ANIL NO. 2 1922 AND SET IN A ROCK OUTCROP.
 EP0525'
 EP0525'STATION LOUISIAN USC AND GS 1921 IS VISIBLE FROM THE GROUND AT THIS
 EP0525'STATION AND WILL SERVE AS THE AZIMUTH MARK.
 EP0525'
 EP0525'ALL OBSERVATIONS WERE MADE FROM A STANDARD TRIPOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CF0306 ***********************************************************************
 CF0306  DESIGNATION -  ANIMAS
 CF0306  PID         -  CF0306
 CF0306  STATE/COUNTY-  NM/HIDALGO
 CF0306  USGS QUAD   -  ANIMAS PEAK (1982)
 CF0306
 CF0306                         *CURRENT SURVEY CONTROL
 CF0306  ___________________________________________________________________
 CF0306* NAD 83(1992)-  31 34 10.22729(N)    108 47 19.25495(W)     ADJUSTED  
 CF0306* NAVD 88     -      2598.     (meters)    8524.     (feet)  SCALED    
 CF0306  ___________________________________________________________________
 CF0306  LAPLACE CORR-           4.74  (seconds)                    DEFLEC99
 CF0306  GEOID HEIGHT-         -25.78  (meters)                     GEOID03
 CF0306
 CF0306  HORZ ORDER  -  FIRST
 CF0306
 CF0306.The horizontal coordinates were established by classical geodetic methods
 CF0306.and adjusted by the National Geodetic Survey in December 1993..
 CF0306
 CF0306.The orthometric height was scaled from a topographic map.
 CF0306
 CF0306.The Laplace correction was computed from DEFLEC99 derived deflections.
 CF0306
 CF0306.The geoid height was determined by GEOID03.
 CF0306
 CF0306;                    North         East     Units Scale Factor Converg.
 CF0306;SPC NM W     -    63,534.380   739,312.520   MT  1.00001807   -0 30 00.7
 CF0306;SPC NM W     -   208,445.71  2,425,561.16   sFT  1.00001807   -0 30 00.7
 CF0306;UTM  12      - 3,494,841.348   709,864.531   MT  1.00014324   +1 09 29.2
 CF0306
 CF0306!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CF0306!SPC NM W     -   0.99959626  x   1.00001807  =   0.99961433
 CF0306!UTM  12      -   0.99959626  x   1.00014324  =   0.99973945
 CF0306
 CF0306:                Primary Azimuth Mark                     Grid Az
 CF0306:SPC NM W     -  ANIMAS AZ MK                             164 59 57.6
 CF0306:UTM  12      -  ANIMAS AZ MK                             163 20 27.7
 CF0306
 CF0306|---------------------------------------------------------------------|
 CF0306| PID    Reference Object                     Distance      Geod. Az  |
 CF0306|                                                           dddmmss.s |
 CF0306| CC5960 ANIMAS AZ MK                                       1642956.9 |
 CF0306| CC5961 ANIMAS RM 1                           9.458 METERS 23509     |
 CF0306| CC5962 ANIMAS RM 2                          21.745 METERS 32656     |
 CF0306|---------------------------------------------------------------------|
 CF0306
 CF0306                          SUPERSEDED SURVEY CONTROL
 CF0306
 CF0306  NAD 83(1992)-  31 34 10.22737(N)    108 47 19.25472(W) AD(       ) 1
 CF0306  NAD 83(1986)-  31 34 10.22924(N)    108 47 19.24466(W) AD(       ) 1
 CF0306  NAD 27      -  31 34 09.86500(N)    108 47 17.06800(W) AD(       ) 1
 CF0306
 CF0306.Superseded values are not recommended for survey control.
 CF0306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0306.See file dsdata.txt to determine how the superseded data were derived.
 CF0306
 CF0306_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RYV0986594841(NAD 83)
 CF0306_MARKER: DS = TRIANGULATION STATION DISK
 CF0306_SETTING: 80 = SET IN A BOULDER
 CF0306_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 CF0306
 CF0306  HISTORY     - Date     Condition        Report By
 CF0306  HISTORY     - 1938     MONUMENTED       CGS
 CF0306
 CF0306                          STATION DESCRIPTION
 CF0306
 CF0306'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 CF0306'ABOUT 14 MILES NE OF CLOVERDALE.  STATION IS LOCATED ON THE
 CF0306'TOP OF ANIMAS PEAK, THE HIGHEST POINT OF THE ANIMAS MOUNTAINS,
 CF0306'IN THE CORONADO NATIONAL FOREST.  IT IS ABOUT 5 MILES E OF
 CF0306'THE MAIN ROAD LEADING THROUGH THE ANIMAS VALLEY FROM CLOVERDALE
 CF0306'TO ANIMAS.  THE PEAK IS THE HIGHEST MOUNTAIN IN THE VICINITY
 CF0306'AND IS COVERED WITH SCRUB BRUSH ON THE SIDES AND HAS
 CF0306'CONSIDERABLE PINE TREES ON THE SUMMIT.
 CF0306'
 CF0306'STATION MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL
 CF0306'HOLE IN A BOULDER.  REFERENCE AND
 CF0306'AZIMUTH MARKS ARE STANDARD BRONZE DISKS IN OUTCROPPING BEDROCK
 CF0306'AS DESCRIBED.
 CF0306'
 CF0306'TO REACH FROM CLOVERDALE GO E ON THE MAIN GRADED ROAD FOR
 CF0306'03.5 MILES TO A FORK.  THENCE TAKE THE LEFT FORK AND GO
 CF0306'NORTHERLY FOR 6.8 MILES TO A FORK.  HERE TAKE THE LEFT FORK
 CF0306'AROUND THE RANCH BUILDINGS AND CONTINUE NORTHERLY ON THE
 CF0306'MAIN GRADED ROAD FOR 2.6 MILES.  AT THIS POINT THE GERONIMO
 CF0306'TRAIL COMES IN FROM THE SW.  CONTINUE ON THE GRADED ROAD
 CF0306'FOR 0.2 MILE.  AT THIS POINT THERE IS AN OLD RANCH HOUSE
 CF0306'ABOUT 0.2 MILE E OF THE ROAD.  THENCE CONTINUE NORTHERLY
 CF0306'ON THE MAIN-TRAVELED ROAD FOR 2.8 MILES TO A FORK LEAD-TO
 CF0306'THE LEFT TO A RANCH ABOUT 1/4 MILE W.  THERE IS A MAIL BOX
 CF0306'ON THE E SIDE OF THE ROAD.  CONTINUE ON THE MAIN-TRAVELED
 CF0306'ROAD FOR 70 FEET TO A DIM FORK TO THE RIGHT, EASTERLY.
 CF0306'HERE TAKE THE DIM FORK AND FOLLOW A TRACK ROAD FOR 3.8
 CF0306'MILES TO A POINT WHERE THERE IS A STEEL WATER TANK ON THE
 CF0306'HILLSIDE ABOUT 100 YARDS SW OF THE ROAD.  THENCE CONTINUE ON FOR
 CF0306'0.1 MILE TO A SMALL POND SURROUNDED BY A ROCK WALL.  THIS
 CF0306'IS THE END OF TRUCK TRAVEL.  FROM HERE FOLLOW A GOOD TRAIL
 CF0306'UP THE WESTERN SIDE OF THE PEAK AROUND TO THE S WHERE THE
 CF0306'TRAIL FORKS.  THE RIGHT HAND FORK GOES TO THE AZIMUTH
 CF0306'MARK.  FOLLOW THE LEFT FORK UP THE STEEL S SLOPE OF THE
 CF0306'PEAK TO THE HIGHEST POINT AND THE STATION SITE.
 CF0306'
 CF0306'REFERENCE MARK NO. 1 IS SW OF THE STATION AND ABOUT 3 FEET
 CF0306'LOWER IN ELEVATION.  REFERENCE MARK NO. 2 IS NW OF THE STATION
 CF0306'AND ABOUT 1 FOOT LOWER IN ELEVATION.
 CF0306'
 CF0306'THE AZIMUTH MARK IS ABOUT 1 MILE SSE OF THE STATION AND
 CF0306'ABOUT 700 FEET LOWER IN ELEVATION.  IT IS AT THE N BASE OF
 CF0306'A HUGE ROCKY OUTCROP ABOUT 1 MILE S OF THE STATION.  TO REACH
 CF0306'THE AZIMUTH MARK TAKE THE RIGHT FORK ON THE S SLOPE OF THE
 CF0306'PEAK AND GO FOR ABOUT 1/4 MILE, PASSING THROUGH A GATE AND
 CF0306'OVER A WIRE FENCE TO THE ROCKY OUTCROP.
 CF0306'
 CF0306'THIS STATION IS ABOUT A 2 HOUR AND 45 MINUTE PACK FROM THE
 CF0306'END OF TRUCK TRAVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CF0307 ***********************************************************************
 CF0307  DESIGNATION -  ANIMAS
 CF0307  PID         -  CF0307
 CF0307  STATE/COUNTY-  NM/HIDALGO
 CF0307  USGS QUAD   -  ANIMAS PEAK (1982)
 CF0307
 CF0307                         *CURRENT SURVEY CONTROL
 CF0307  ___________________________________________________________________
 CF0307* NAD 83(1992)-  31 34 48.65332(N)    108 47 01.57598(W)     ADJUSTED  
 CF0307* NAVD 88     -      2601.3    (meters)    8534.     (feet)  VERTCON   
 CF0307  ___________________________________________________________________
 CF0307  LAPLACE CORR-           3.55  (seconds)                    DEFLEC99
 CF0307  GEOID HEIGHT-         -25.77  (meters)                     GEOID03
 CF0307
 CF0307  HORZ ORDER  -  THIRD
 CF0307
 CF0307.The horizontal coordinates were established by classical geodetic methods
 CF0307.and adjusted by the National Geodetic Survey in December 1993..
 CF0307
 CF0307.The NAVD 88 height was computed by applying the VERTCON shift value to
 CF0307.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CF0307
 CF0307.The Laplace correction was computed from DEFLEC99 derived deflections.
 CF0307
 CF0307.The geoid height was determined by GEOID03.
 CF0307
 CF0307;                    North         East     Units Scale Factor Converg.
 CF0307;SPC NM W     -    64,713.812   739,788.985   MT  1.00001700   -0 29 52.0
 CF0307;SPC NM W     -   212,315.23  2,427,124.36   sFT  1.00001700   -0 29 52.0
 CF0307;UTM  12      - 3,496,034.227   710,306.716   MT  1.00014553   +1 09 39.8
 CF0307
 CF0307!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CF0307!SPC NM W     -   0.99959575  x   1.00001700  =   0.99961274
 CF0307!UTM  12      -   0.99959575  x   1.00014553  =   0.99974122
 CF0307
 CF0307:                Primary Azimuth Mark                     Grid Az
 CF0307:SPC NM W     -  OK                                       108 55 39.5
 CF0307:UTM  12      -  OK                                       107 16 07.7
 CF0307
 CF0307|---------------------------------------------------------------------|
 CF0307| PID    Reference Object                     Distance      Geod. Az  |
 CF0307|                                                           dddmmss.s |
 CF0307| CF0303 OK                                  APPROX.15.4 KM 1082547.5 |
 CF0307|---------------------------------------------------------------------|
 CF0307
 CF0307                          SUPERSEDED SURVEY CONTROL
 CF0307
 CF0307  NAD 83(1992)-  31 34 48.65313(N)    108 47 01.57459(W) AD(       ) 3
 CF0307  NAD 83(1986)-  31 34 48.65616(N)    108 47 01.56564(W) AD(       ) 3
 CF0307  NAD 27      -  31 34 48.29756(N)    108 46 59.38948(W) AD(       ) 3
 CF0307  NGVD 29 (07/19/86) 2600.3    (m)         8531.     (f) VERT ANG       
 CF0307
 CF0307.Superseded values are not recommended for survey control.
 CF0307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0307.See file dsdata.txt to determine how the superseded data were derived.
 CF0307
 CF0307_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RYV1030796034(NAD 83)
 CF0307_MARKER: DD = SURVEY DISK
 CF0307_SETTING: 66 = SET IN ROCK OUTCROP
 CF0307_SP_SET: SET IN ROCK OUTCROP
 CF0307_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CF0307+STABILITY: POSITION/ELEVATION WELL
 CF0307
 CF0307  HISTORY     - Date     Condition        Report By
 CF0307  HISTORY     - 1917     MONUMENTED       USGS
 CF0307
 CF0307                          STATION DESCRIPTION
 CF0307
 CF0307'DESCRIBED BY US GEOLOGICAL SURVEY 1917
 CF0307'THE STATION IS IN THE SEC. 28, T. 31 S., R.10 W., ON THE HIGH POINT OF
 CF0307'A TIMBERED PEAK IN THE ANIMAS MOUNTAINS.  THE STATION PEAK IS ABOUT
 CF0307'0.8 MI. NNE. AND 40 FT. LOWER THAN TRI. NGS STATION ---ANIMAS 1938---
 CF0307'WHICH IS ON THE HIGHEST POINT OF THE ANIMAS MOUNTAINS.  THE STATION
 CF0307'WAS REACHED BY HELICOPTER OR CAN BE REACHED BY PACKING FROM BEAR
 CF0307'SPRINGS WHICH IS ON THE GRAY RANCH ABOUT 1.5 MI. W. OF THE STATION 2.5
 CF0307'HOURS PACK.  THE STATION IS UNDER THE S. EDGE OF A BUSH.
 CF0307'
 CF0307'STATION MARK - A USGS STANDARD BRONZE TABLET SET IN ROCK PROJECTING
 CF0307'0.2 FT.  THE TABLET  IS SCRATCHED ---VA 8010--- AND IS COVERED WITH
 CF0307'INITIALS.
 CF0307'
 CF0307'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1946 ***********************************************************************
 CX1946  DESIGNATION -  ANIMAS
 CX1946  PID         -  CX1946
 CX1946  STATE/COUNTY-  NM/SIERRA
 CX1946  USGS QUAD   -  HILLSBORO (1985)
 CX1946
 CX1946                         *CURRENT SURVEY CONTROL
 CX1946  ___________________________________________________________________
 CX1946* NAD 83(1992)-  32 58 24.23131(N)    107 31 20.70233(W)     ADJUSTED  
 CX1946* NAVD 88     -      1882.     (meters)    6175.     (feet)  SCALED    
 CX1946  ___________________________________________________________________
 CX1946  LAPLACE CORR-          -5.02  (seconds)                    DEFLEC99
 CX1946  GEOID HEIGHT-         -23.21  (meters)                     GEOID03
 CX1946
 CX1946  HORZ ORDER  -  THIRD
 CX1946
 CX1946.The horizontal coordinates were established by classical geodetic methods
 CX1946.and adjusted by the National Geodetic Survey in December 1993..
 CX1946
 CX1946.The orthometric height was scaled from a topographic map.
 CX1946
 CX1946.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1946
 CX1946.The geoid height was determined by GEOID03.
 CX1946
 CX1946;                    North         East     Units Scale Factor Converg.
 CX1946;SPC NM W     -   218,848.081   859,062.455   MT  0.99992708   +0 10 09.2
 CX1946;SPC NM W     -   718,004.08  2,818,440.74   sFT  0.99992708   +0 10 09.2
 CX1946;SPC NM C     -   219,520.376   381,060.717   MT  1.00007437   -0 41 33.3
 CX1946;SPC NM C     -   720,209.77  1,250,196.70   sFT  1.00007437   -0 41 33.3
 CX1946;UTM  13      - 3,651,163.063   264,264.319   MT  1.00028525   -1 22 24.4
 CX1946
 CX1946!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1946!SPC NM W     -   0.99970829  x   0.99992708  =   0.99963539
 CX1946!SPC NM C     -   0.99970829  x   1.00007437  =   0.99978264
 CX1946!UTM  13      -   0.99970829  x   1.00028525  =   0.99999346
 CX1946
 CX1946                          SUPERSEDED SURVEY CONTROL
 CX1946
 CX1946  NAD 83(1986)-  32 58 24.22911(N)    107 31 20.70947(W) AD(       ) 3
 CX1946
 CX1946.Superseded values are not recommended for survey control.
 CX1946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1946.See file dsdata.txt to determine how the superseded data were derived.
 CX1946
 CX1946_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBS6426451163(NAD 83)
 CX1946_MARKER: DD = SURVEY DISK
 CX1946_SETTING: 66 = SET IN ROCK OUTCROP
 CX1946_SP_SET: SET IN ROCK OUTCROP
 CX1946_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CX1946+STABILITY: POSITION/ELEVATION WELL
 CX1946
 CX1946  HISTORY     - Date     Condition        Report By
 CX1946  HISTORY     - 1934     MONUMENTED       USGS
 CX1946
 CX1946                          STATION DESCRIPTION
 CX1946
 CX1946'DESCRIBED BY US GEOLOGICAL SURVEY 1934
 CX1946'ON TOP OF ANIMAS PEAK, ABOUT 1 MI. NW. OF GOLD DUST, NEW MEXICO, AND
 CX1946'0.5 MI. S. OF EL ORO MINE.
 CX1946'
 CX1946'STATION MARK--STANDARD TABLET CEMENTED IN ROCK IN PLACE, AND
 CX1946'STAMPED---1934 ANIMAS---.
 CX1946'
 CX1946'NO MENTION OF REFERENCE MARKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS1454 ***********************************************************************
 DS1454  DESIGNATION -  ANT
 DS1454  PID         -  DS1454
 DS1454  STATE/COUNTY-  NM/CATRON
 DS1454  USGS QUAD   -  INDIAN PEAKS EAST (1981)
 DS1454
 DS1454                         *CURRENT SURVEY CONTROL
 DS1454  ___________________________________________________________________
 DS1454* NAD 83(1992)-  33 37 23.72056(N)    107 58 53.00731(W)     ADJUSTED  
 DS1454* NAVD 88     -      2343.0    (meters)    7687.     (feet)  VERTCON   
 DS1454  ___________________________________________________________________
 DS1454  LAPLACE CORR-           0.72  (seconds)                    DEFLEC99
 DS1454  GEOID HEIGHT-         -22.08  (meters)                     GEOID03
 DS1454
 DS1454  HORZ ORDER  -  THIRD
 DS1454
 DS1454.The horizontal coordinates were established by classical geodetic methods
 DS1454.and adjusted by the National Geodetic Survey in December 1993..
 DS1454
 DS1454.The NAVD 88 height was computed by applying the VERTCON shift value to
 DS1454.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DS1454
 DS1454.The Laplace correction was computed from DEFLEC99 derived deflections.
 DS1454
 DS1454.The geoid height was determined by GEOID03.
 DS1454
 DS1454;                    North         East     Units Scale Factor Converg.
 DS1454;SPC NM W     -   290,884.609   816,262.781   MT  0.99991899   -0 04 55.1
 DS1454;SPC NM W     -   954,343.92  2,678,022.14   sFT  0.99991899   -0 04 55.1
 DS1454;UTM  13      - 3,724,371.411   223,416.848   MT  1.00054321   -1 39 07.0
 DS1454;UTM  12      - 3,724,471.644   780,037.111   MT  1.00056691   +1 40 21.3
 DS1454
 DS1454!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS1454!SPC NM W     -   0.99963577  x   0.99991899  =   0.99955479
 DS1454!UTM  13      -   0.99963577  x   1.00054321  =   1.00017878
 DS1454!UTM  12      -   0.99963577  x   1.00056691  =   1.00020247
 DS1454
 DS1454:                Primary Azimuth Mark                     Grid Az
 DS1454:SPC NM W     -  W 212                                    049 01 54.1
 DS1454:UTM  13      -  W 212                                    050 36 06.0
 DS1454:UTM  12      -  W 212                                    047 16 37.7
 DS1454
 DS1454|---------------------------------------------------------------------|
 DS1454| PID    Reference Object                     Distance      Geod. Az  |
 DS1454|                                                           dddmmss.s |
 DS1454| DS0964 W 212                                              0485659.0 |
 DS1454| CD1510 ANT RM 1                             10.863 METERS 13418     |
 DS1454| CD1511 ANT RM 2                             19.862 METERS 20510     |
 DS1454|---------------------------------------------------------------------|
 DS1454
 DS1454                          SUPERSEDED SURVEY CONTROL
 DS1454
 DS1454  NAD 83(1986)-  33 37 23.72362(N)    107 58 53.00943(W) AD(       ) 3
 DS1454  NAD 27      -  33 37 23.49902(N)    107 58 50.83356(W) AD(       ) 3
 DS1454  NGVD 29 (07/19/86) 2342.0    (m)         7684.     (f) VERT ANG       
 DS1454
 DS1454.Superseded values are not recommended for survey control.
 DS1454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS1454.See file dsdata.txt to determine how the superseded data were derived.
 DS1454
 DS1454_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBT2341724371(NAD 83)
 DS1454_MARKER: DS = TRIANGULATION STATION DISK
 DS1454_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS1454
 DS1454  HISTORY     - Date     Condition        Report By
 DS1454  HISTORY     - 1966     MONUMENTED       CGS
 DS1454
 DS1454                          STATION DESCRIPTION
 DS1454
 DS1454'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (ANP)
 DS1454'THE STATION IS ABOUT 15-1/2 MILES NORTH-NORTHEAST OF THE
 DS1454'BEAVERHEAD RANGER STATION, 1 MILE SOUTHEAST OF RAILROAD CANYON,
 DS1454'0.2 MILE EAST-SOUTHEAST OF STATE ROAD 78 AND ON LAND OCCUPIED
 DS1454'BY THE ADOBE RANCH.
 DS1454'
 DS1454'TO REACH THE STATION FROM THE BEAVERHEAD RANGER STATION,
 DS1454'(0.05 MILE NORTH OF THE JUNCTION OF STATE ROAD 59 AND STATE
 DS1454'ROAD 61) GO NORTH ON STATE ROAD 61 FOR 8.65 MILES TO A FORK
 DS1454'AND A SIGN WET WEATHER DETOUR.  TAKE THE RIGHT FORK AND
 DS1454'CONTINUE NORTHEAST ON STATE ROAD 61 FOR 0.35 MILE TO A REVERSE
 DS1454'FORK AND THE JUNCTION OF STATE ROAD 78.  CONTINUE STRAIGHT
 DS1454'AHEAD, NORTHEASTERLY, ON STATE ROAD 78 FOR 14.25 MILES TO A
 DS1454'FORK.  (TO REACH THE BENCH MARK FROM THIS POINT, CONTINUE
 DS1454'NORTHEAST ON STATE ROAD 78 FOR 1.2 MILES TO THE BENCH MARK
 DS1454'ON THE LEFT).  TAKE THE RIGHT FORK, LEAVING STATE ROAD 78,
 DS1454'AND GO EASTERLY ON A BLADED ROAD FOR 0.2 MILE TO THE
 DS1454'STATION ON THE RIGHT.
 DS1454'
 DS1454'THE STATION MARK IS A STANDARD DISK, STAMPED ANT 1966, SET
 DS1454'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT IS FLUSH
 DS1454'WITH THE GROUND.  IT IS 36.5 FEET SOUTH-SOUTHWEST OF THE
 DS1454'CENTERLINE OF THE BLADED ROAD.
 DS1454'
 DS1454'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED ANT NO 1 1966,
 DS1454'CEMENTED IN A DRILL HOLE IN 6 BY 12 INCH ROCK OUTCROP THAT
 DS1454'IS FLUSH WITH THE GROUND.  IT IS 42 FEET SOUTH-SOUTHWEST
 DS1454'OF THE CENTERLINE OF THE BLADED ROAD AND ABOUT THE SAME
 DS1454'ELEVATION AS THE STATION.
 DS1454'
 DS1454'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED ANT NO 2 1966,
 DS1454'CEMENTED IN A DRILL HOLE IN 1 BY 2 FOOT ROCK OUTCROP THAT
 DS1454'PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS 101.5 FEET
 DS1454'SOUTH-SOUTHWEST OF THE CENTERLINE OF THE BLADED ROAD AND ABOUT THE
 DS1454'SAME ELEVATION AS THE STATION.
 DS1454'
 DS1454'BENCH MARK W 212 IS A STANDARD DISK, STAMPED W 212 1941, SET
 DS1454'IN THE TOP OF AN 8 INCH SQUARE CONCRETE POST THAT PROJECTS
 DS1454'5 INCHES ABOVE THE GROUND.  IT IS 47 FEET NORTHWEST OF STATE ROAD 78.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0910 ***********************************************************************
 CW0910  DESIGNATION -  ANTELOPE
 CW0910  PID         -  CW0910
 CW0910  STATE/COUNTY-  NM/OTERO
 CW0910  USGS QUAD   -  OWL TANK CANYON WEST (1980)
 CW0910
 CW0910                         *CURRENT SURVEY CONTROL
 CW0910  ___________________________________________________________________
 CW0910* NAD 83(1992)-  32 13 22.67954(N)    105 58 09.97339(W)     ADJUSTED  
 CW0910* NAVD 88     -      1494.     (meters)    4902.     (feet)  SCALED    
 CW0910  ___________________________________________________________________
 CW0910  LAPLACE CORR-           4.11  (seconds)                    DEFLEC99
 CW0910  GEOID HEIGHT-         -22.73  (meters)                     GEOID03
 CW0910
 CW0910  HORZ ORDER  -  SECOND
 CW0910
 CW0910.The horizontal coordinates were established by classical geodetic methods
 CW0910.and adjusted by the National Geodetic Survey in December 1993..
 CW0910
 CW0910.The orthometric height was scaled from a topographic map.
 CW0910
 CW0910.The Laplace correction was computed from DEFLEC99 derived deflections.
 CW0910
 CW0910.The geoid height was determined by GEOID03.
 CW0910
 CW0910;                    North         East     Units Scale Factor Converg.
 CW0910;SPC NM C     -   135,623.558   526,444.319   MT  0.99990862   +0 08 58.6
 CW0910;SPC NM C     -   444,958.29  1,727,176.07   sFT  0.99990862   +0 08 58.6
 CW0910;UTM  13      - 3,565,562.380   408,651.879   MT  0.99970290   -0 31 01.0
 CW0910
 CW0910!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CW0910!SPC NM C     -   0.99976910  x   0.99990862  =   0.99967774
 CW0910!UTM  13      -   0.99976910  x   0.99970290  =   0.99947207
 CW0910
 CW0910|---------------------------------------------------------------------|
 CW0910| PID    Reference Object                     Distance      Geod. Az  |
 CW0910|                                                           dddmmss.s |
 CW0910| CH7851 ANTELOPE RM 1                        10.730 METERS 13643     |
 CW0910| CH7850 ANTELOPE AZ MK                                     2000532.7 |
 CW0910| CH7852 ANTELOPE RM 2                         6.510 METERS 29313     |
 CW0910|---------------------------------------------------------------------|
 CW0910
 CW0910                          SUPERSEDED SURVEY CONTROL
 CW0910
 CW0910  NAD 83(1986)-  32 13 22.68344(N)    105 58 09.97084(W) AD(       ) 2
 CW0910  NAD 27      -  32 13 22.33270(N)    105 58 08.05110(W) AD(       ) 2
 CW0910
 CW0910.Superseded values are not recommended for survey control.
 CW0910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0910.See file dsdata.txt to determine how the superseded data were derived.
 CW0910
 CW0910_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDR0865265562(NAD 83)
 CW0910_MARKER: DB = BENCH MARK DISK
 CW0910_SETTING: 66 = SET IN ROCK OUTCROP
 CW0910
 CW0910  HISTORY     - Date     Condition        Report By
 CW0910  HISTORY     - 1943     MONUMENTED       USGS
 CW0910
 CW0910                          STATION DESCRIPTION
 CW0910
 CW0910'DESCRIBED BY US GEOLOGICAL SURVEY 1943 (EHB)
 CW0910'STATION IS 12.5 MILES AIRLINE SOUTHEAST OF OROGRANDE, 12.5
 CW0910'MILES EAST OF U.S. HIGHWAY 54 AND 5.0 MILES NORTH OF CAMPBELL
 CW0910'ON THE NORTHWEST POINT OF A LOW MESA.
 CW0910'
 CW0910'STATION IS A U.S. GEOLOGICAL SURVEY BENCH MARK SET IN ROCK
 CW0910'OUTCROP FLUSH WITH THE GROUND.  STAMPED ANTELOPE CRF 1940.
 CW0910'
 CW0910'REFERENCE MARK 1 IS SOUTHEAST OF THE STATION.  A U.S. GEOLOGICAL
 CW0910'SURVEY REFERENCE DISK SET IN ROCK OUTCROP FLUSH WITH THE
 CW0910'GROUND.  STAMPED ANTELOPE NO 1 1940 CRF.
 CW0910'
 CW0910'REFERENCE MARK 2 IS WEST NORTHWEST OF THE STATION.  A U.S.
 CW0910'GEOLOGICAL SURVEY REFERENCE DISK SET IN ROCK OUTCROP FLUSH
 CW0910'WITH THE GROUND.  STAMPED ANTELOPE NO 2 1940 CRF.
 CW0910'
 CW0910'AZIMUTH MARK IS ABOUT 0.75 MILE SOUTH SOUTHWEST OF THE STATION
 CW0910'SET BETWEEN TWO TRACK ROADS, 5.0 FEET NORTHWEST OF A WHITE
 CW0910'WOODEN WITNESS POST.  A BRONZE REFERENCE DISK SET IN A ROUND-TOPPED
 CW0910'CONCRETE POST, STAMPED ANTELOPE 1942.
 CW0910'
 CW0910'TO REACH FROM THE POST OFFICE AT OROGRANDE, GO SOUTHEAST ON
 CW0910'GRAVEL ROAD FOR 0.5 MILE TO RAILROAD CROSSING SOUTH OF DEPOT,
 CW0910'CROSS TRACKS AND CATTLE GUARD AND CONTINUE SOUTHEAST FOR 2.0
 CW0910'MILES TO ROAD FORKS.  TAKE LEFT FORK AND GO 3.9 MILES TO A
 CW0910'CATTLE GUARD, CROSS GUARD AND GO EAST FOR 0.25 MILE TO ANGLING
 CW0910'CROSSROADS AT FENCE CORNER.  TURN SHARP RIGHT AND GO SOUTH FOR
 CW0910'3.8 MILES TO THE NORTHEAST CORNER OF A CORRAL AND SIGN SULPHER
 CW0910'WELL.  CONTINUE SOUTH ON MAIN ROAD FOR 1.8 MILES TO ROAD
 CW0910'FORKS, TAKE LEFT FORK FOR 0.05 MILE TO ANOTHER FORK.  TAKE
 CW0910'LEFT FORK AND FOLLOW MAIN ROAD SOUTH FOR 4.0 MILES TO THE
 CW0910'NORTHWEST CORNER OF A CORRAL AND A LARGE DIRT TANK ON
 CW0910'LEFT.  TURN LEFT ALONG WEST SIDE OF CORRAL AND FOLLOW MAIN
 CW0910'TRACK ROAD FOR ABOUT 2.5 MILES.  HERE TURN LEFT ACROSS
 CW0910'COUNTRY, CIRCLING TO LEFT TO THE NORTHWEST POINT OF MESA
 CW0910'AND STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0576 ***********************************************************************
 FN0576  DESIGNATION -  ANTON
 FN0576  PID         -  FN0576
 FN0576  STATE/COUNTY-  NM/GUADALUPE
 FN0576  USGS QUAD   -  MESA CHUPINAS (1989)
 FN0576
 FN0576                         *CURRENT SURVEY CONTROL
 FN0576  ___________________________________________________________________
 FN0576* NAD 83(1992)-  35 15 17.06321(N)    105 07 17.89384(W)     ADJUSTED  
 FN0576* NAVD 88     -      1777.16   (+/-2cm)    5830.6    (feet)  VERTCON   
 FN0576  ___________________________________________________________________
 FN0576  LAPLACE CORR-          -3.46  (seconds)                    DEFLEC99
 FN0576  GEOID HEIGHT-         -20.35  (meters)                     GEOID03
 FN0576
 FN0576  HORZ ORDER  -  FIRST
 FN0576  VERT ORDER  -  THIRD ? (See Below)
 FN0576
 FN0576.The horizontal coordinates were established by classical geodetic methods
 FN0576.and adjusted by the National Geodetic Survey in December 1993..
 FN0576
 FN0576.The NAVD 88 height was computed by applying the VERTCON shift value to
 FN0576.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FN0576.The vertical order pertains to the NGVD 29 superseded value.
 FN0576
 FN0576.The Laplace correction was computed from DEFLEC99 derived deflections.
 FN0576
 FN0576.The geoid height was determined by GEOID03.
 FN0576
 FN0576;                    North         East     Units Scale Factor Converg.
 FN0576;SPC NM E     -   472,122.101    93,266.680   MT  0.99997248   -0 27 18.1
 FN0576;SPC NM E     - 1,548,953.93    305,992.43   sFT  0.99997248   -0 27 18.1
 FN0576;UTM  13      - 3,901,300.112   488,934.913   MT  0.99960151   -0 04 12.8
 FN0576
 FN0576!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FN0576!SPC NM E     -   0.99972432  x   0.99997248  =   0.99969681
 FN0576!UTM  13      -   0.99972432  x   0.99960151  =   0.99932594
 FN0576
 FN0576|---------------------------------------------------------------------|
 FN0576| PID    Reference Object                     Distance      Geod. Az  |
 FN0576|                                                           dddmmss.s |
 FN0576| CJ5624 ANTON RM 1                            6.672 METERS 01954     |
 FN0576| CJ5623 ANTON AZ MK                                        0240219.9 |
 FN0576| CJ5625 ANTON RM 2                            9.125 METERS 28848     |
 FN0576|---------------------------------------------------------------------|
 FN0576
 FN0576                          SUPERSEDED SURVEY CONTROL
 FN0576
 FN0576  NAD 83(1986)-  35 15 17.06982(N)    105 07 17.89239(W) AD(       ) 1
 FN0576  NAD 27      -  35 15 16.89110(N)    105 07 15.88610(W) AD(       ) 1
 FN0576  NGVD 29 (07/19/86) 1776.36   (m)         5827.9    (f) LEVELING    3  
 FN0576
 FN0576.Superseded values are not recommended for survey control.
 FN0576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0576.See file dsdata.txt to determine how the superseded data were derived.
 FN0576
 FN0576_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV8893501300(NAD 83)
 FN0576_MARKER: DS = TRIANGULATION STATION DISK
 FN0576_SETTING: 66 = SET IN ROCK OUTCROP
 FN0576_STAMPING: ANTON 1949
 FN0576_MARK LOGO: CGS   
 FN0576_MAGNETIC: N = NO MAGNETIC MATERIAL
 FN0576_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FN0576+STABILITY: POSITION/ELEVATION WELL
 FN0576
 FN0576  HISTORY     - Date     Condition        Report By
 FN0576  HISTORY     - 1949     MONUMENTED       CGS
 FN0576  HISTORY     - 1958     GOOD             USGS
 FN0576  HISTORY     - 1966     GOOD             CGS
 FN0576  HISTORY     - 19840522 GOOD             NGS
 FN0576
 FN0576                          STATION DESCRIPTION
 FN0576
 FN0576'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (DHK)
 FN0576'THE STATION IS LOCATED ON THE NORTH END AND HIGHEST POINT OF
 FN0576'A PROMINENT, ISOLATED BUTTE COVERED WITH SCRUB CEDAR, ABOUT
 FN0576'21 MILES AIR LINE SOUTH-SOUTHEAST OF LAS VEGAS, ABOUT 5 MILES
 FN0576'AIR LINE NORTH-NORTHWEST OF DILIA AND ABOUT 0.25 MILE AIR LINE
 FN0576'WEST OF U.S. HIGHWAY 84.  THE STATION MARK IS 30 FEET SOUTH OF
 FN0576'THE NORTH RIM OF BUTTE, PROJECTS 1 INCH AND IS STAMPED, ANTON
 FN0576'1949.
 FN0576'
 FN0576'REFERENCE MARK NO. 1 IS APPROXIMATELY 1 FOOT LOWER THAN THE
 FN0576'STATION MARK, FLUSH WITH THE GROUND AND IS STAMPED, ANTON NO
 FN0576'1 1949.
 FN0576'
 FN0576'REFERENCE MARK NO. 2 IS APPROXIMATELY THE SAME ELEVATION AS THE
 FN0576'STATION MARK, FLUSH WITH THE GROUND AND IS STAMPED, ANTON NO
 FN0576'2 1949.
 FN0576'
 FN0576'THE AZIMUTH MARK IS A STANDARD BRONZE DISK SET IN THE NORTH
 FN0576'END OF THE WEST HEADWALL OF A CONCRETE CULVERT, 15 FEET WEST
 FN0576'OF THE CENTER LINE OF U.S. HIGHWAY 84, 6 FEET SOUTH OF A
 FN0576'WHITE WITNESS POST, FLUSH WITH THE GROUND AND IS STAMPED, ANTON
 FN0576'1949.
 FN0576'
 FN0576'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 85 AND 84 WHICH IS
 FN0576'ABOUT 6 MILES SOUTH OF LAS VEGAS, GO SOUTH-SOUTHEAST ON
 FN0576'U.S. HIGHWAY 84 FOR 20.3 MILES TO THE AZIMUTH ON THE RIGHT, WEST.
 FN0576'HERE LEAVE HIGHWAY AND GO THROUGH GATE ON THE WEST SIDE OF
 FN0576'ROAD.  HERE TURN LEFT AND FOLLOW CATTLE TRAIL SOUTHERLY FOR
 FN0576'0.3 MILE TO GATE.  PASS THROUGH GATE, TURN RIGHT AND GO ACROSS
 FN0576'COUNTRY FOR 0.2 MILE TO THE NORTH END OF BUTTE AND THE END
 FN0576'OF TRUCK TRAVEL.  PACK TO THE TOP OF NORTH END OF BUTTE AND
 FN0576'STATION.  A 5-MINUTE PACK.
 FN0576
 FN0576                          STATION RECOVERY (1958)
 FN0576
 FN0576'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 FN0576'DESCRIPTION AND POSITION LISTED IN NGS QUAD 35105-2, STATION 1004.
 FN0576'
 FN0576'RECOVERED BY USGS, 1958.
 FN0576'
 FN0576'STATION MARK--STANDARD USC AND GS DISK PROJECTING 1-IN. AND
 FN0576'STAMPED---ANTON 1949---.
 FN0576
 FN0576                          STATION RECOVERY (1966)
 FN0576
 FN0576'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (RWM)
 FN0576'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 FN0576
 FN0576                          STATION RECOVERY (1984)
 FN0576
 FN0576'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 FN0576'THE STATION MARK, REFERENCE MARK 1 AND 2, AND THE AZIMUTH MARK WERE
 FN0576'RECOVERED IN GOOD CONDITION.  THE AZIMUTH MARK IS SOON TO BE DESTROYED
 FN0576'SO A NUMBER TWO AZIMUTH MARK WAS SET.  AFTER THE AZIMUTH WAS
 FN0576'TRANSFERED, THE OLD AZIMUTH MARK WAS DESTROYED.  THE LOCATION, STATION
 FN0576'MARK AND REFERENCE MARK DESCRIPTIONS OF 1949 ARE STILL GOOD. A NEW TO
 FN0576'REACH IS GIVEN AND THE AZIMUTH MARK NUMBER TWO WAS POSITIONED.  ANGLES
 FN0576'AND DISTANCES AGREED WITH THE 1949 DISTANCES. EXTRA CONCRETE WAS ADDED
 FN0576'AROUND THE STATION MARK.
 FN0576' 
 FN0576'TO REACH THE STATION FROM THE CENTER OF THE OVERPASS AT THE
 FN0576'INTERSECTION OF US INTERSTATE 25 AND US HIGHWAY 84, GO SOUTH ON US
 FN0576'HIGHWAY 84 FOR 33.6 KM (20.85 MI) TO A SIDE ROAD RIGHT.  TURN RIGHT,
 FN0576'WEST, FOR 0.2 KM (0.10 MI) TO A BARBED WIRE GATE ON THE LEFT.  TURN
 FN0576'LEFT, SOUTH, PASSING THROUGH THE GATE, AND GO SOUTH ON DIRT ROAD FOR
 FN0576'0.5 KM (0.30 MI) TO THE NORTH END OF THE BUTTE AND THE END OF TRUCK
 FN0576'TRAVEL. PACK UPHILL TO THE STATION AT THE NORTH END OF THE BUTTE.
 FN0576' 
 FN0576'AZIMUTH MARK NO 2 IS A STANDARD NGS DISK STAMPED--ANTON 1949 NO 2
 FN0576'1984--, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES (30
 FN0576'CM) IN DIAMETER FLUSH WITH GROUND.  LOCATED 278 FT (84.7 M) W FROM THE
 FN0576'CENTERLINE OF US HIGHWAY 84, 77 FT (23.5 M) WSW FROM THE SOUTHWEST
 FN0576'CORNER OF AN OLD STONE HOUSE, 58 FT (17.7 M) N FROM THE CENTERLINE OF
 FN0576'STATE 386, AND 10 FT (3.0 M) E FROM A TELEPHONE JUNCTION BOX A 40 LP
 FN0576'11.  THE AZIMUTH MARK IS 1.2 M (3.9 FT) WEST OF A WITNESS POST AND 0.8
 FN0576'M (2.6 FT) SOUTH FROM THE NORTHERN RIGHT-OF-WAY FENCE.  TO REACH THE
 FN0576'AZIMUTH MARK FROM THE CENTER OF THE OVERPASS AT THE INTERSECTION OF US
 FN0576'INTERSTATE 25 AND US HIGHWAY 84, GO SOUTH ON US HIGHWAY 84 FOR 33.6 KM
 FN0576'(20.85 MI) TO A SIDE ROAD RIGHT.  THIS IS STATE HIGHWAY 386, TURN
 FN0576'RIGHT AND THE AZIMUTH IS ON THE RIGHT AFTER PASSING AN OLD STONE
 FN0576'HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0421 ***********************************************************************
 GN0421  DESIGNATION -  ANTONE
 GN0421  PID         -  GN0421
 GN0421  STATE/COUNTY-  NM/RIO ARRIBA
 GN0421  USGS QUAD   -  SAN ANTONIO MOUNTAIN (1995)
 GN0421
 GN0421                         *CURRENT SURVEY CONTROL
 GN0421  ___________________________________________________________________
 GN0421* NAD 83(1992)-  36 51 05.87305(N)    106 01 36.83130(W)     ADJUSTED  
 GN0421* NAVD 88     -      3320.6    (meters)   10894.     (feet)  VERTCON   
 GN0421  ___________________________________________________________________
 GN0421  LAPLACE CORR-          -1.24  (seconds)                    DEFLEC99
 GN0421  GEOID HEIGHT-         -16.60  (meters)                     GEOID03
 GN0421
 GN0421  HORZ ORDER  -  SECOND
 GN0421
 GN0421.The horizontal coordinates were established by classical geodetic methods
 GN0421.and adjusted by the National Geodetic Survey in December 1993..
 GN0421
 GN0421.The NAVD 88 height was computed by applying the VERTCON shift value to
 GN0421.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GN0421
 GN0421.The Laplace correction was computed from DEFLEC99 derived deflections.
 GN0421
 GN0421.The geoid height was determined by GEOID03.
 GN0421
 GN0421;                    North         East     Units Scale Factor Converg.
 GN0421;SPC NM C     -   649,029.584   519,895.262   MT  0.99990487   +0 08 01.7
 GN0421;SPC NM C     - 2,129,357.89  1,705,689.71   sFT  0.99990487   +0 08 01.7
 GN0421;UTM  13      - 4,078,905.624   408,452.081   MT  0.99970325   -0 36 57.3
 GN0421
 GN0421!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GN0421!SPC NM C     -   0.99948176  x   0.99990487  =   0.99938667
 GN0421!UTM  13      -   0.99948176  x   0.99970325  =   0.99918516
 GN0421
 GN0421                          SUPERSEDED SURVEY CONTROL
 GN0421
 GN0421  NAD 83(1992)-  36 51 05.87393(N)    106 01 36.83242(W) AD(       ) 2
 GN0421  NAD 83(1986)-  36 51 05.87633(N)    106 01 36.83876(W) AD(       ) 2
 GN0421  NAD 27      -  36 51 05.82133(N)    106 01 34.76962(W) AD(       ) 2
 GN0421  NGVD 29 (07/19/86) 3319.2    (m)        10890.     (f) VERT ANG       
 GN0421
 GN0421.Superseded values are not recommended for survey control.
 GN0421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0421.See file dsdata.txt to determine how the superseded data were derived.
 GN0421
 GN0421_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDA0845278906(NAD 83)
 GN0421_MARKER: DB = BENCH MARK DISK
 GN0421_SETTING: 80 = SET IN A BOULDER
 GN0421_SP_SET: SET IN DRILL HOLE IN A BOULDER
 GN0421_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GN0421+STABILITY: SURFACE MOTION
 GN0421
 GN0421  HISTORY     - Date     Condition        Report By
 GN0421  HISTORY     - 1945     MONUMENTED       USGS
 GN0421  HISTORY     - 1963     GOOD             USGS
 GN0421
 GN0421                          STATION DESCRIPTION
 GN0421
 GN0421'DESCRIBED BY US GEOLOGICAL SURVEY 1945 (RAM)
 GN0421'STATION IS LOCATED ON THE S END OF THE S PEAK OF A VERY PROMINENT,
 GN0421'WELL ROUNDED MOUNTAIN KNOWN AS SAN ANTONIO PEAK.  THE PEAK IS
 GN0421'ABOUT 17 MILES S OF ANTONITO, COLORADO AND ABOUT 3 MILES W OF
 GN0421'U.S. HIGHWAY 285.
 GN0421'
 GN0421'STATION IS MARKED BY A U.S. GEOLOGICAL SURVEY BENCH-MARK DISK
 GN0421'SET IN A DRILL HOLE IN A BOULDER WHICH PROJECTS 6 INCHES ABOVE
 GN0421'THE GROUND.  DISK IS STAMPED ANTONE.  MARK IS AT THE S END OF
 GN0421'THE TREES THAT COVER THE TOP OF THE PEAK AND 3.2 FEET S OF A
 GN0421'LOG CABIN.
 GN0421'
 GN0421'THE REFERENCE MARK IS A U.S. GEOLOGICAL SURVEY REFERENCE-MARK
 GN0421'DISK, UNSTAMPED, SET IN OUTCROPPING BEDROCK WHICH PROJECTS 2
 GN0421'INCHES ABOVE THE GROUND.  IT IS 33.360 FEET (10.171 METERS)
 GN0421'ENE OF THE STATION.
 GN0421
 GN0421                          STATION RECOVERY (1963)
 GN0421
 GN0421'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963 (IGT)
 GN0421'ON THE SUMMIT OF SAN ANTONE MOUNTAIN, 25 MI. N. OF TRES PIEDRAS AND
 GN0421'18 MI. S. OF ANTONITO, COLORADO.  CAN BE REACHED FROM THE W. BY RD.
 GN0421'TO FOOT OF MOUNTAIN, THENCE BY PACK TRAIL TO THE TOP.
 GN0421'
 GN0421'TO REACH FROM POST OFFICE IN ANTONITO, COLORADO, GO S. 16.4 MI. ON
 GN0421'U.S. HIGHWAY 285 TO UNIMPROVED RD. ON RIGHT LEADING W. UP E. SLOPE
 GN0421'OF PEAK TO MICROWAVE TOWER.  TURN RIGHT (W.) AND GO 3.0 MI. TO POINT
 GN0421'WHERE RD. MAKES A SHARP SWITCHBACK FROM W. TO NE. (4-WHEEL DRIVE
 GN0421'VEHICLE REQUIRED TO CONTINUE).  PROCEED STRAIGHT AHEAD UP DRAIN 0.2
 GN0421'MI. ON DIM TRACK PASSING ON THE S. SIDE OF TWO SMALL PONDS.  AT HEAD
 GN0421'OF SECOND POND THE TRACK MAKES SHARP LEFT TURN S. AND GOES UP RIDGE
 GN0421'THROUGH ASPEN THICKET 0.35 MI. TO CREST OF RIDGE, TURN RIGHT (W.) AND
 GN0421'GO 0.7 MI. ACROSS COUNTRY UP THE RIDGE TO OLD CABIN AND STATION 3.4
 GN0421'FT. S. AND 3.4 FT. W. OF SE. CORNER OF CABIN.
 GN0421'
 GN0421'STATION MARK--BRONZE USGS TABLET CEMENTED IN ROCK, STAMPED
 GN0421'---ANTONE---.
 GN0421'
 GN0421'REFERENCE MARK--BRONZE REFERENCE TABLET CEMENTED IN ROCK, DISTANT
 GN0421'FROM STATION MARK 33.36 FT. AND BEARING N 75 07 E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0565 ***********************************************************************
 FP0565  DESIGNATION -  AP 1967 STA B
 FP0565  PID         -  FP0565
 FP0565  STATE/COUNTY-  NM/MCKINLEY
 FP0565  USGS QUAD   -  GALLUP WEST (1979)
 FP0565
 FP0565                         *CURRENT SURVEY CONTROL
 FP0565  ___________________________________________________________________
 FP0565* NAD 83(1992)-  35 30 31.35611(N)    108 47 51.80841(W)     ADJUSTED  
 FP0565* NAVD 88     -      1969.23   (+/-2cm)    6460.7    (feet)  VERTCON   
 FP0565  ___________________________________________________________________
 FP0565  LAPLACE CORR-           2.31  (seconds)                    DEFLEC99
 FP0565  GEOID HEIGHT-         -21.31  (meters)                     GEOID03
 FP0565
 FP0565  HORZ ORDER  -  THIRD
 FP0565  VERT ORDER  -  THIRD ? (See Below)
 FP0565
 FP0565.This mark is at Gallup Airport (GUP)
 FP0565
 FP0565.The horizontal coordinates were established by classical geodetic methods
 FP0565.and adjusted by the National Geodetic Survey in December 1993..
 FP0565
 FP0565.The NAVD 88 height was computed by applying the VERTCON shift value to
 FP0565.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FP0565.The vertical order pertains to the NGVD 29 superseded value.
 FP0565
 FP0565.The Laplace correction was computed from DEFLEC99 derived deflections.
 FP0565
 FP0565.The geoid height was determined by GEOID03.
 FP0565
 FP0565;                    North         East     Units Scale Factor Converg.
 FP0565;SPC NM W     -   500,443.522   742,516.753   MT  1.00001095   -0 33 36.6
 FP0565;SPC NM W     - 1,641,871.79  2,436,073.71   sFT  1.00001095   -0 33 36.6
 FP0565;UTM  12      - 3,931,689.550   699,725.757   MT  1.00009160   +1 16 46.4
 FP0565
 FP0565!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FP0565!SPC NM W     -   0.99969435  x   1.00001095  =   0.99970530
 FP0565!UTM  12      -   0.99969435  x   1.00009160  =   0.99978592
 FP0565
 FP0565:                Primary Azimuth Mark                     Grid Az
 FP0565:SPC NM W     -  CLARKE AIRPORT BEACON                    064 18 05.5
 FP0565:UTM  12      -  CLARKE AIRPORT BEACON                    062 27 42.5
 FP0565
 FP0565|---------------------------------------------------------------------|
 FP0565| PID    Reference Object                     Distance      Geod. Az  |
 FP0565|                                                           dddmmss.s |
 FP0565| FP0563 CLARKE AIRPORT BEACON               APPROX. 1.7 KM 0634428.9 |
 FP0565| FP0164 CLARKE APR                          APPROX. 1.0 KM 0742629.1 |
 FP0565|---------------------------------------------------------------------|
 FP0565
 FP0565                          SUPERSEDED SURVEY CONTROL
 FP0565
 FP0565  NAD 83(1992)-  35 30 31.35646(N)    108 47 51.80913(W) AD(       ) 3
 FP0565  NAD 83(1986)-  35 30 31.35701(N)    108 47 51.80962(W) AD(       ) 3
 FP0565  NAD 27      -  35 30 31.26606(N)    108 47 49.51539(W) AD(       ) 3
 FP0565  NGVD 29 (07/19/86) 1968.29   (m)         6457.6    (f) LEVELING    3  
 FP0565
 FP0565.Superseded values are not recommended for survey control.
 FP0565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0565.See file dsdata.txt to determine how the superseded data were derived.
 FP0565
 FP0565_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXE9972631690(NAD 83)
 FP0565_MARKER: DT = TOPOGRAPHIC STATION DISK
 FP0565_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FP0565_STAMPING: AP 1967 STA B
 FP0565_MARK LOGO: CGS   
 FP0565_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FP0565_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FP0565
 FP0565  HISTORY     - Date     Condition        Report By
 FP0565  HISTORY     - 1967     MONUMENTED       CGS
 FP0565  HISTORY     - 19950615 GOOD             NGS
 FP0565  HISTORY     - 19960519 MARK NOT FOUND   CHANCE
 FP0565  HISTORY     - 19960519 MARK NOT FOUND   CHANCE
 FP0565
 FP0565                          STATION DESCRIPTION
 FP0565
 FP0565'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (EP)
 FP0565'THIS STATION IS LOCATED IN THE WESTERN SECTION OF SENATOR CLARKE
 FP0565'FIELD, NEAR RUNWAY END 6.  IT IS 170.5 FEET SOUTHWEST OF THE 1ST
 FP0565'RUNWAY LIGHT ON THE SOUTH SIDE OF THE RUNWAY, LIGHT 42.  75.0 FEET
 FP0565'SOUTH OF THE SOUTH EDGE OF THE RUNWAY.  37.0 FEET SOUTHEAST OF THE
 FP0565'SOUTHERLY THRESHOLD LIGHT, 41.  A STANDARD TOPOGRAPHIC DISK SET
 FP0565'IN THE TOP OF A 15 INCH CONCRETE POST PROJECTING 1 INCH AND
 FP0565'STAMPED AP 1967 STA. B.
 FP0565
 FP0565                          STATION RECOVERY (1995)
 FP0565
 FP0565'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995
 FP0565'THIS STATION IS LOCATED IN THE WESTERN SECTION OF GALLUP MUNI AIRPORT,
 FP0565'NEAR RUNWAY END 6.  IT IS 170.5 FT (52.0 M) SOUTHWEST OF THE FIRST
 FP0565'RUNWAY LIGHT ON THE SOUTH SIDE OF THE RUNWAY, LIGHT 42, 75.0 FT (22.9
 FP0565'M) SOUTH OF THE SOUTH EDGE OF THE RUNWAY, 37.0 FT (11.3 M) SOUTHEAST
 FP0565'OF THE SOUTHERLY THRESHOLD LIGHT, 41.  A STANDARD TOPOGRAPHIC DISK SET
 FP0565'IN THE TOP OF A 15-INCH CONCRETE POST PROJECTING ONE INCH AND STAMPED
 FP0565'AP 1967 STA B.  NOTE, PUBLISHED IN ADJUSTMENT (NGS) DATA G-13364 1967
 FP0565'DESCRIPTION RE-TYPED 1981.
 FP0565
 FP0565                          STATION RECOVERY (1996)
 FP0565
 FP0565'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (KAL)
 FP0565'RECOVERY NOTE BY CHANCE 1996 MARK NOT FOUND - SEARCHED 0.5
 FP0565'PERSON-HOUR.
 FP0565
 FP0565                          STATION RECOVERY (1996)
 FP0565
 FP0565'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (KAL)
 FP0565'RECOVERY NOTE BY CHANCE 1996 MARK NOT FOUND - SEARCHED 0.5
 FP0565'PERSON-HOUR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0509 ***********************************************************************
 FP0509  DESIGNATION -  AP 1967 STA C
 FP0509  PID         -  FP0509
 FP0509  STATE/COUNTY-  NM/MCKINLEY
 FP0509  USGS QUAD   -  TWIN BUTTES (1979)
 FP0509
 FP0509                         *CURRENT SURVEY CONTROL
 FP0509  ___________________________________________________________________
 FP0509* NAD 83(1992)-  35 29 32.17935(N)    108 47 10.25207(W)     ADJUSTED  
 FP0509* NAVD 88     -      2051.7    (meters)    6731.     (feet)  VERTCON   
 FP0509  ___________________________________________________________________
 FP0509  LAPLACE CORR-           2.84  (seconds)                    DEFLEC99
 FP0509  GEOID HEIGHT-         -21.31  (meters)                     GEOID03
 FP0509
 FP0509  HORZ ORDER  -  THIRD
 FP0509
 FP0509.The horizontal coordinates were established by classical geodetic methods
 FP0509.and adjusted by the National Geodetic Survey in December 1993..
 FP0509
 FP0509.The NAVD 88 height was computed by applying the VERTCON shift value to
 FP0509.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FP0509
 FP0509.The Laplace correction was computed from DEFLEC99 derived deflections.
 FP0509
 FP0509.The geoid height was determined by GEOID03.
 FP0509
 FP0509;                    North         East     Units Scale Factor Converg.
 FP0509;SPC NM W     -   498,609.623   743,546.315   MT  1.00000874   -0 33 11.7
 FP0509;SPC NM W     - 1,635,855.07  2,439,451.54   sFT  1.00000874   -0 33 11.7
 FP0509;UTM  12      - 3,929,889.491   700,813.744   MT  1.00009697   +1 17 08.7
 FP0509
 FP0509!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FP0509!SPC NM W     -   0.99968142  x   1.00000874  =   0.99969016
 FP0509!UTM  12      -   0.99968142  x   1.00009697  =   0.99977836
 FP0509
 FP0509:                Primary Azimuth Mark                     Grid Az
 FP0509:SPC NM W     -  CLARKE AIRPORT BEACON                    011 30 51.8
 FP0509:UTM  12      -  CLARKE AIRPORT BEACON                    009 40 31.4
 FP0509
 FP0509|---------------------------------------------------------------------|
 FP0509| PID    Reference Object                     Distance      Geod. Az  |
 FP0509|                                                           dddmmss.s |
 FP0509| FP0563 CLARKE AIRPORT BEACON               APPROX. 2.6 KM 0105740.1 |
 FP0509| FP0163 CLARKE AP STA A                     APPROX. 2.5 KM 0184124.5 |
 FP0509| FP0511 VORTAC CLARKE GUP                   APPROX. 8.0 KM 2570350.4 |
 FP0509|---------------------------------------------------------------------|
 FP0509
 FP0509                          SUPERSEDED SURVEY CONTROL
 FP0509
 FP0509  NAD 83(1992)-  35 29 32.17976(N)    108 47 10.25279(W) AD(       ) 3
 FP0509  NAD 83(1986)-  35 29 32.18059(N)    108 47 10.25353(W) AD(       ) 3
 FP0509  NAD 27      -  35 29 32.08496(N)    108 47 07.95861(W) AD(       ) 3
 FP0509  NGVD 29 (07/19/86) 2050.7    (m)         6728.     (f) VERT ANG       
 FP0509
 FP0509.Superseded values are not recommended for survey control.
 FP0509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0509.See file dsdata.txt to determine how the superseded data were derived.
 FP0509
 FP0509_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYE0081429889(NAD 83)
 FP0509_MARKER: DT = TOPOGRAPHIC STATION DISK
 FP0509_SETTING: 66 = SET IN ROCK OUTCROP
 FP0509_STAMPING: AP 1967 STA C
 FP0509_MARK LOGO: CGS   
 FP0509_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FP0509_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FP0509+STABILITY: POSITION/ELEVATION WELL
 FP0509
 FP0509  HISTORY     - Date     Condition        Report By
 FP0509  HISTORY     - 1967     MONUMENTED       CGS
 FP0509  HISTORY     - 19860615 GOOD             CGS
 FP0509  HISTORY     - 19960517 MARK NOT FOUND   CHANCE
 FP0509  HISTORY     - 19960519 MARK NOT FOUND   CHANCE
 FP0509
 FP0509                          STATION DESCRIPTION
 FP0509
 FP0509'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (EP)
 FP0509'FROM THE LINCOLN SCHOOL AT THE INTERSECTIONS OF 8TH STREET, MESA
 FP0509'AVENUE AND OLD ZUNI ROAD, IN THE WESTERN SECTION OF GALLUP, GO
 FP0509'SOUTH ON OLD ZUNI ROAD FOR 0.05 MILE TO WHERE OLD ZUNI ROAD CROSSES
 FP0509'A WOODEN BRIDGE, CONTINUE SOUTH ON OLD ZUNI ROAD FOR 2.65 MILE TO
 FP0509'A DIRT ROAD WEST, TURN WEST AND GO 0.4 MILE TO A Y INTERSECTION,
 FP0509'TAKE THE RIGHT FORK AND GO NORTHWESTERLY ON THE NORTH SIDE OF A
 FP0509'HOGAN FOR 0.55 MILE TO A Y INTERSECTION, TAKE LEFT FORK WEST
 FP0509'FOR 0.7 MILE, AT ONE POINT THE ROAD RUNS INTO A N-S FENCE, GO NORTH
 FP0509'ALONG THE FENCE LINE TO A GATE, PASS THROUGH THE GATE AND GO
 FP0509'WEST FOR 0.2 MILE TO A Y INTERSECTION, TAKE LEFT FORK AND GO
 FP0509'0.2 MILE TO A REVERSE Y, AT THIS POINT GO NORTHWEST UP SMALL
 FP0509'KNOLL AND THE STATION ON THE HIGHEST POINT.  THE MARK IS A
 FP0509'STANDARD TOPOGRAPHIC DISK SET IN A DRILL HOLE IN SANDSTONE
 FP0509'BEDROCK AND STAMPED AP 1967 STA. C.
 FP0509
 FP0509                          STATION RECOVERY (1986)
 FP0509
 FP0509'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1986
 FP0509'FROM LINCOLN SCHOOL AT INTERSECTION OF 8TH ST, MESA AV AND OLD ZUNI
 FP0509'RD, IN W SECTION OF GALLUP, GO S 0.05 MI (0.08 KM) ON OLD ZUNI RD TO
 FP0509'WOODEN BRIDGE, CONTINUE S 2.65 MI (4.26 KM) ON OLD ZUNI RD, TURN W ON
 FP0509'DIRT ROAD 0.4 MI (0.6 KM) TO Y INTERSECTION, TAKE RIGHT FORK NWLY ON N
 FP0509'SIDE OF HOGAN FOR 0.55 MI (0.89 KM) TO A Y INTERSECTION, TAKE LEFT
 FP0509'FORK W FOR 0.7 MI (1.1 KM) TO N-S FENCE LINE, GO N ALONG FENCE TO
 FP0509'GATE, GO W THROUGH GATE FOR 0.2 MI (0.3 KM) TO Y INTERSECTION, TAKE
 FP0509'LEFT FORK 0.2 MILE (0.3 KM) TO REVERSE Y, GO NW UP SMALL KNOLL TO
 FP0509'STATION AT HIGHEST POINT.  MARK IS STD TOPO DISK IN A DRILL HOLE IN
 FP0509'SANDSTONE BEDROCK AND STAMPED AP 1967 STA C.  NOTE, PUBLISHED IN NGS
 FP0509'ADJUSTMENT DATA G-13364.
 FP0509
 FP0509                          STATION RECOVERY (1996)
 FP0509
 FP0509'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (KAL)
 FP0509'RECOVERY NOTE BY CHANCE 1996 MARK NOT SEARCHED AT THIS DATE DUE TO BAD
 FP0509'ROADS.
 FP0509
 FP0509                          STATION RECOVERY (1996)
 FP0509
 FP0509'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (KAL)
 FP0509'RECOVERY NOTE BY CHANCE 1996 MARK NOT SEARCHED AT THIS DATE DUE TO
 FP0509'DIFFICULT ACCESS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0564 ***********************************************************************
 FP0564  DESIGNATION -  AP 1967 STA D
 FP0564  PID         -  FP0564
 FP0564  STATE/COUNTY-  NM/MCKINLEY
 FP0564  USGS QUAD   -  GALLUP WEST (1979)
 FP0564
 FP0564                         *CURRENT SURVEY CONTROL
 FP0564  ___________________________________________________________________
 FP0564* NAD 83(1992)-  35 32 11.72077(N)    108 47 26.44493(W)     ADJUSTED  
 FP0564* NAVD 88     -      2074.4    (meters)    6806.     (feet)  VERTCON   
 FP0564  ___________________________________________________________________
 FP0564  LAPLACE CORR-           2.17  (seconds)                    DEFLEC99
 FP0564  GEOID HEIGHT-         -21.25  (meters)                     GEOID03
 FP0564
 FP0564  HORZ ORDER  -  THIRD
 FP0564
 FP0564.The horizontal coordinates were established by classical geodetic methods
 FP0564.and adjusted by the National Geodetic Survey in December 1993..
 FP0564
 FP0564.The NAVD 88 height was computed by applying the VERTCON shift value to
 FP0564.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FP0564
 FP0564.The Laplace correction was computed from DEFLEC99 derived deflections.
 FP0564
 FP0564.The geoid height was determined by GEOID03.
 FP0564
 FP0564;                    North         East     Units Scale Factor Converg.
 FP0564;SPC NM W     -   503,530.367   743,185.917   MT  1.00000951   -0 33 23.3
 FP0564;SPC NM W     - 1,651,999.21  2,438,269.13   sFT  1.00000951   -0 33 23.3
 FP0564;UTM  12      - 3,934,796.551   700,295.489   MT  1.00009441   +1 17 04.3
 FP0564
 FP0564!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FP0564!SPC NM W     -   0.99967784  x   1.00000951  =   0.99968735
 FP0564!UTM  12      -   0.99967784  x   1.00009441  =   0.99977222
 FP0564
 FP0564:                Primary Azimuth Mark                     Grid Az
 FP0564:SPC NM W     -  CLARKE AIRPORT BEACON                    159 14 11.4
 FP0564:UTM  12      -  CLARKE AIRPORT BEACON                    157 23 43.8
 FP0564
 FP0564|---------------------------------------------------------------------|
 FP0564| PID    Reference Object                     Distance      Geod. Az  |
 FP0564|                                                           dddmmss.s |
 FP0564| FP0563 CLARKE AIRPORT BEACON               APPROX. 2.5 KM 1584048.1 |
 FP0564| FP0164 CLARKE APR                          APPROX. 2.8 KM 1740324.1 |
 FP0564| FP0511 VORTAC CLARKE GUP                   APPROX.10.0 KM 2275349.5 |
 FP0564|---------------------------------------------------------------------|
 FP0564
 FP0564                          SUPERSEDED SURVEY CONTROL
 FP0564
 FP0564  NAD 83(1992)-  35 32 11.72105(N)    108 47 26.44570(W) AD(       ) 3
 FP0564  NAD 83(1986)-  35 32 11.72116(N)    108 47 26.44631(W) AD(       ) 3
 FP0564  NAD 27      -  35 32 11.63742(N)    108 47 24.15039(W) AD(       ) 3
 FP0564  NGVD 29 (07/19/86) 2073.5    (m)         6803.     (f) VERT ANG       
 FP0564
 FP0564.Superseded values are not recommended for survey control.
 FP0564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0564.See file dsdata.txt to determine how the superseded data were derived.
 FP0564
 FP0564_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYE0029534797(NAD 83)
 FP0564_MARKER: DT = TOPOGRAPHIC STATION DISK
 FP0564_SETTING: 66 = SET IN ROCK OUTCROP
 FP0564_STAMPING: AP 1967 STA D
 FP0564_MARK LOGO: CGS   
 FP0564_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FP0564_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FP0564+STABILITY: POSITION/ELEVATION WELL
 FP0564
 FP0564  HISTORY     - Date     Condition        Report By
 FP0564  HISTORY     - 1967     MONUMENTED       CGS
 FP0564  HISTORY     - 19671231 GOOD             CGS
 FP0564  HISTORY     - 19960519 MARK NOT FOUND   CHANCE
 FP0564
 FP0564                          STATION DESCRIPTION
 FP0564
 FP0564'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (EP)
 FP0564'FROM THE ENTRANCE ROAD TO SENATOR CLARKE FIELD, GO EAST ON
 FP0564'U.S. HIGHWAY 66 FOR 0.4 MILE TO A T ROAD NORTH, CROSSING THE
 FP0564'RAILROAD TRACKS, TURN NORTH ACROSS THE TRACKS AND CROSS WOODEN
 FP0564'BRIDGE OVER WASH AND UNDER INTERSTATE 40 FOR 0.7 MILE
 FP0564'TO A PAVED T ROAD EAST, CONTINUE STRAIGHT AHEAD ONTO PAVED ROAD
 FP0564'AND GO 0.3 MILE TO A CROSSROADS, TURN RIGHT ON WESTERN SIDE OF
 FP0564'DIVIDED STREET THROUGH VILLAGE AND GO ALONG SIDE FENCE AND
 FP0564'POLE LINE FOR 0.35 MILE TO AN EAST-WEST FENCE
 FP0564'AND THE END OF TRUCK TRAVEL.  FROM HERE PACK NW ACROSS FIELD
 FP0564'TO SLOPING GRADE UP HILL, CONTINUE NORTHWEST UP LARGE WASH TO
 FP0564'THE HIGHEST POINT OF THE HILL AND THE STATION.  THIS IS ABOUT
 FP0564'A 20 MINUTE PACK.  THE STATION IS SET IN THE SOUTH WEST POINT
 FP0564'OF SANDSTONE BEDROCK, A STANDARD TOPOGRAPHIC DISK STAMPED
 FP0564'AP 1967 STA. D.
 FP0564
 FP0564                          STATION RECOVERY (1967)
 FP0564
 FP0564'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (EPJ)
 FP0564'FROM THE ENTRANCE ROAD TO GALLUP MUNI AIRPORT GO EAST ON US HIGHWAY 66
 FP0564'FOR 0.4 MILE (0.6 KM) TO A T ROAD NORTH, CROSSING THE RAILROAD TRACKS,
 FP0564'TURN NORTH ACROSS THE TRACKS AND CROSS WOODEN BRIDGE OVER WASH AND
 FP0564'UNDER INTERSTATE 40 FOR 0.7 MILE (1.1 KM) TO A PAVED T ROAD EAST,
 FP0564'CONTIUNE STRAIGHT AHEAD ONTO PAVED ROAD AND GO 0.3 MILE (0.5 KM) TO A
 FP0564'CROSSROAD TURN RIGHT ON WESTERN SIDE OF DIVIDED STREET THROUGH VILLAGE
 FP0564'AND GO ALONG SIDE FENCE AND POLE LINE FOR 0.35 MILE (0.56 KM) TO AN
 FP0564'EAST-WEST FENCE AND THE END OF TRUCK TRAVEL.  FROM HERE PACK NW ACROSS
 FP0564'FIELD TO SLOPING GRADE UPHILL, CONTINUE NORTHWEST UP LARGE WASH TO THE
 FP0564'HIGHEST POINT OF THE HILL AND THE STATION.  THIS IS ABOUT A 20 MINUTE
 FP0564'PACK.  THE STATION IS SET IN THE SOUTHWEST POINT OF SANDSTONE BEDROCK,
 FP0564'A STANDARD TOPOGRAPHIC DISK STAMPED AP 1967 STA D.  NOTE, PUBLISHED IN
 FP0564'NGS ADJUSTMENT DATA G-13364.
 FP0564
 FP0564                          STATION RECOVERY (1996)
 FP0564
 FP0564'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (KAL)
 FP0564'RECOVERY NOTE BY CHANCE 1996 MARK NOT SEARCHED AT THIS DATE DUE TO
 FP0564'DIFFICULT ACCESS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0548 ***********************************************************************
 FP0548  DESIGNATION -  AP 1967 STA E
 FP0548  PID         -  FP0548
 FP0548  STATE/COUNTY-  NM/MCKINLEY
 FP0548  USGS QUAD   -  GALLUP EAST (1979)
 FP0548
 FP0548                         *CURRENT SURVEY CONTROL
 FP0548  ___________________________________________________________________
 FP0548* NAD 83(1992)-  35 30 40.61544(N)    108 39 45.00778(W)     ADJUSTED  
 FP0548* NAVD 88     -      2177.     (meters)    7142.     (feet)  SCALED    
 FP0548  ___________________________________________________________________
 FP0548  LAPLACE CORR-           3.62  (seconds)                    DEFLEC99
 FP0548  GEOID HEIGHT-         -21.02  (meters)                     GEOID03
 FP0548
 FP0548  HORZ ORDER  -  THIRD
 FP0548
 FP0548.The horizontal coordinates were established by classical geodetic methods
 FP0548.and adjusted by the National Geodetic Survey in December 1993..
 FP0548
 FP0548.The orthometric height was scaled from a topographic map.
 FP0548
 FP0548.The Laplace correction was computed from DEFLEC99 derived deflections.
 FP0548
 FP0548.The geoid height was determined by GEOID03.
 FP0548
 FP0548;                    North         East     Units Scale Factor Converg.
 FP0548;SPC NM W     -   500,617.349   754,785.945   MT  0.99998636   -0 28 54.0
 FP0548;SPC NM W     - 1,642,442.09  2,476,326.89   sFT  0.99998636   -0 28 54.0
 FP0548;UTM  12      - 3,932,257.269   711,984.564   MT  1.00015380   +1 21 29.8
 FP0548
 FP0548!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FP0548!SPC NM W     -   0.99966172  x   0.99998636  =   0.99964809
 FP0548!UTM  12      -   0.99966172  x   1.00015380  =   0.99981547
 FP0548
 FP0548:                Primary Azimuth Mark                     Grid Az
 FP0548:SPC NM W     -  ERIC                                     091 50 45.1
 FP0548:UTM  12      -  ERIC                                     090 00 21.3
 FP0548
 FP0548|---------------------------------------------------------------------|
 FP0548| PID    Reference Object                     Distance      Geod. Az  |
 FP0548|                                                           dddmmss.s |
 FP0548| FP0532 ERIC                                APPROX. 7.5 KM 0912151.1 |
 FP0548| FP0511 VORTAC CLARKE GUP                   APPROX.19.5 KM 2582730.2 |
 FP0548|---------------------------------------------------------------------|
 FP0548
 FP0548                          SUPERSEDED SURVEY CONTROL
 FP0548
 FP0548  NAD 83(1992)-  35 30 40.61585(N)    108 39 45.00899(W) AD(       ) 3
 FP0548  NAD 83(1986)-  35 30 40.61633(N)    108 39 45.00981(W) AD(       ) 3
 FP0548  NAD 27      -  35 30 40.52899(N)    108 39 42.70937(W) AD(       ) 3
 FP0548
 FP0548.Superseded values are not recommended for survey control.
 FP0548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0548.See file dsdata.txt to determine how the superseded data were derived.
 FP0548
 FP0548_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYE1198532257(NAD 83)
 FP0548_MARKER: DD = SURVEY DISK
 FP0548_SETTING: 66 = SET IN ROCK OUTCROP
 FP0548_STAMPING: AP 1967 STA E
 FP0548_MARK LOGO: CGS   
 FP0548_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FP0548_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FP0548+STABILITY: POSITION/ELEVATION WELL
 FP0548
 FP0548  HISTORY     - Date     Condition        Report By
 FP0548  HISTORY     - 1967     MONUMENTED       CGS
 FP0548  HISTORY     - 19670615 GOOD             CGS
 FP0548  HISTORY     - 19960519 MARK NOT FOUND   CHANCE
 FP0548
 FP0548                          STATION DESCRIPTION
 FP0548
 FP0548'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (EP)
 FP0548'THIS STATION IS LOCATED ON A HIGH ROCKY PEAK ABOUT 4.7 MILES ESE OF
 FP0548'GALLUP AND ABOUT 1.2 MILES SOUTH OF INTERSTATE 40.  TO REACH FROM
 FP0548'THE INTERSECTION OF OLD HIGHWAY 66 AND THE ENTRANCE TO REHOBOTH
 FP0548'MISSION, GO SOUTH THRU THE MAIN GATE AND UNDER THE INTERSTATE FOR
 FP0548'0.3 MILE TO THE END OF THE STREET, TURN SHARP LEFT IN FRONT OF
 FP0548'THE MAINTANENCE BUILDING AND SOUTH OF THE SCHOOL PLAYGROUND FOR
 FP0548'0.1 MILE TO A T ROAD SOUTH, TURN SOUTH AND GO 0.4 MILE TO
 FP0548'ANOTHER T ROAD EAST, TURN EAST AND GO UP HILL FOR 0.3 MILE TO
 FP0548'A GATE, PASS THRU GATE AND GO 0.3 MILE TO A Y, TAKE THE RIGHT
 FP0548'FORK AND GO 1.0 MILE TO ANOTHER GATE, PASS THRU GATE AND TAKE
 FP0548'SHARP RIGHT TURN UP HILL FOR 0.2 MILE TO THE TOP, TRUCK TRAVEL
 FP0548'ENDS HERE ALTHOUGH THE ROAD GOES ON.  PACK NORTH UP HILL, ABOUT
 FP0548'A 20 MINUTE PACK, TO THE STATION.  THE STATION IS SET IN
 FP0548'SANDSTONE ABOUT 50 FEET EAST OF THE HIGHEST POINT OF THE HILL, IT
 FP0548'IS STAMPED AP 1967 STA. E. .
 FP0548
 FP0548                          STATION RECOVERY (1967)
 FP0548
 FP0548'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 FP0548'THE STATION IS LOCATED ON A HIGH ROCKY PEAK ABOUT 4.7 MILES (7.6 KM)
 FP0548'ESE OF GALLUP AND ABOUT 1.2 MILES (1.9 KM) SOUTH OF INTERSTATE 40. TO
 FP0548'REACH FROM THE INTERSECTION OF OLD HIGHWAY 66 AND THE ENTRANCE TO
 FP0548'REHOBOTH MISSION, GO SOUTH THRU THE MAIN GATE AND UNDER THE INTERSTATE
 FP0548'FOR 0.3 MILE (0.5 KM) TO THE END OF THE STREET, TURN SHARP LEFT IN
 FP0548'FRONT OF THE MAINTENANCE BUILDING AND SOUTH OF THE SCHOOL PLAYGROUND
 FP0548'FOR 0.1 MILE (0.2 KM) TO A T ROAD SOUTH, TURN SOUTH AND GO 0.4 MILE
 FP0548'(0.6 KM) TO ANOTHER T ROAD EAST, TURN EAST AND GO UPHILL FOR 0.3 MILE
 FP0548'(0.5 KM) TO A GATE, PASS THRU GATE AND GO 0.3 MILE (0.5 KM) TO A Y,
 FP0548'TAKE THE RIGHT FORK AND GO 1.0 MILE (1.6 KM) TO ANOTHER GATE, PASS
 FP0548'THRU GATE AND TAKE SHARP RIGHT TURN UPHILL FOR 0.2 MILE (0.3 KM) TO
 FP0548'THE TOP, TRUCK TRAVEL ENDS HERE ALTHOUGH THE ROAD GOES ON.  PACK NORTH
 FP0548'UP HILL, ABOUT A 20 MINUTE PACK, TO THE STATION.  THE STATION IS SET
 FP0548'IN SANDSOME ABOUT 50 FT (15.2 M) EAST OF THE HIGHEST POINT ON THE
 FP0548'HILL, IT IS STAMPED AP 1967 STA E.
 FP0548
 FP0548                          STATION RECOVERY (1996)
 FP0548
 FP0548'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (KAL)
 FP0548'RECOVERY NOTE BY CHANCE 1996 MARK NOT SEARCHED AT THIS DATE DUE TO
 FP0548'DIFFICULT ACCESS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CF0279 ***********************************************************************
 CF0279  DESIGNATION -  APACHE
 CF0279  PID         -  CF0279
 CF0279  STATE/COUNTY-  NM/HIDALGO
 CF0279  USGS QUAD   -  DOYLE PEAK (1982)
 CF0279
 CF0279                         *CURRENT SURVEY CONTROL
 CF0279  ___________________________________________________________________
 CF0279* NAD 83(1992)-  31 46 14.41698(N)    108 16 46.14742(W)     ADJUSTED  
 CF0279* NAVD 88     -      1467.     (meters)    4813.     (feet)  SCALED    
 CF0279  ___________________________________________________________________
 CF0279  LAPLACE CORR-           1.84  (seconds)                    DEFLEC99
 CF0279  GEOID HEIGHT-         -25.18  (meters)                     GEOID03
 CF0279
 CF0279  HORZ ORDER  -  THIRD
 CF0279
 CF0279.The horizontal coordinates were established by classical geodetic methods
 CF0279.and adjusted by the National Geodetic Survey in December 1993..
 CF0279
 CF0279.The orthometric height was scaled from a topographic map.
 CF0279
 CF0279.The Laplace correction was computed from DEFLEC99 derived deflections.
 CF0279
 CF0279.The geoid height was determined by GEOID03.
 CF0279
 CF0279;                    North         East     Units Scale Factor Converg.
 CF0279;SPC NM W     -    85,528.563   787,740.426   MT  0.99993868   -0 14 05.7
 CF0279;SPC NM W     -   280,604.96  2,584,445.05   sFT  0.99993868   -0 14 05.7
 CF0279;UTM  12      - 3,518,238.932   757,648.132   MT  1.00041879   +1 25 59.5
 CF0279
 CF0279!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CF0279!SPC NM W     -   0.99977369  x   0.99993868  =   0.99971238
 CF0279!UTM  12      -   0.99977369  x   1.00041879  =   1.00019238
 CF0279
 CF0279:                Primary Azimuth Mark                     Grid Az
 CF0279:SPC NM W     -  APACHE CAIRN                             355 32 44.6
 CF0279:UTM  12      -  APACHE CAIRN                             353 52 39.4
 CF0279
 CF0279|---------------------------------------------------------------------|
 CF0279| PID    Reference Object                     Distance      Geod. Az  |
 CF0279|                                                           dddmmss.s |
 CF0279| CF0278 APACHE CAIRN                        APPROX. 8.0 KM 3551838.9 |
 CF0279|---------------------------------------------------------------------|
 CF0279
 CF0279                          SUPERSEDED SURVEY CONTROL
 CF0279
 CF0279  NAD 83(1992)-  31 46 14.41664(N)    108 16 46.14607(W) AD(       ) 3
 CF0279  NAD 83(1986)-  31 46 14.41713(N)    108 16 46.14613(W) AD(       ) 3
 CF0279  NAD 27      -  31 46 14.05884(N)    108 16 44.00524(W) AD(       ) 3
 CF0279
 CF0279.Superseded values are not recommended for survey control.
 CF0279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0279.See file dsdata.txt to determine how the superseded data were derived.
 CF0279
 CF0279_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RYA5764818239(NAD 83)
 CF0279_MARKER: DD = SURVEY DISK
 CF0279_SETTING: 0 = UNSPECIFIED SETTING
 CF0279_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CF0279
 CF0279  HISTORY     - Date     Condition        Report By
 CF0279  HISTORY     - 1917     MONUMENTED       USGS
 CF0279
 CF0279                          STATION DESCRIPTION
 CF0279
 CF0279'DESCRIBED BY US GEOLOGICAL SURVEY 1917
 CF0279'ON A PROMINIENT, ROCKY PEAK THREE-FOURTHS OF A MILE S. OF CORNER OF
 CF0279'SECS. 16,17,20, AND 21, T.29 S., R.14 W., AND 10 MI. SE. OF HACHITA.
 CF0279'
 CF0279'STATION MARK - BRONZE TABLET.
 CF0279'
 CF0279'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0702 ***********************************************************************
 DT0702  DESIGNATION -  APACHE
 DT0702  PID         -  DT0702
 DT0702  STATE/COUNTY-  NM/CATRON
 DT0702  USGS QUAD   -  ARAGON (1965)
 DT0702
 DT0702                         *CURRENT SURVEY CONTROL
 DT0702  ___________________________________________________________________
 DT0702* NAD 83(1992)-  33 56 55.37208(N)    108 37 16.54782(W)     ADJUSTED  
 DT0702* NAVD 88     -                                                        
 DT0702  ___________________________________________________________________
 DT0702  LAPLACE CORR-           2.59  (seconds)                    DEFLEC99
 DT0702  GEOID HEIGHT-         -21.97  (meters)                     GEOID03
 DT0702
 DT0702  HORZ ORDER  -  THIRD
 DT0702
 DT0702.The horizontal coordinates were established by classical geodetic methods
 DT0702.and adjusted by the National Geodetic Survey in December 1993..
 DT0702
 DT0702
 DT0702.The Laplace correction was computed from DEFLEC99 derived deflections.
 DT0702
 DT0702.The geoid height was determined by GEOID03.
 DT0702
 DT0702;                    North         East     Units Scale Factor Converg.
 DT0702;SPC NM W     -   327,250.854   757,168.742   MT  0.99998203   -0 26 24.1
 DT0702;SPC NM W     - 1,073,655.51  2,484,144.45   sFT  0.99998203   -0 26 24.1
 DT0702;UTM  12      - 3,759,018.795   719,827.059   MT  1.00019575   +1 19 44.2
 DT0702
 DT0702                          SUPERSEDED SURVEY CONTROL
 DT0702
 DT0702  NAD 83(1992)-  33 56 55.37295(N)    108 37 16.54899(W) AD(       ) 4
 DT0702  NAD 83(1986)-  33 56 55.37362(N)    108 37 16.54712(W) AD(       ) 4
 DT0702  NAD 27      -  33 56 55.21402(N)    108 37 14.32345(W) AD(       ) 3
 DT0702
 DT0702.Superseded values are not recommended for survey control.
 DT0702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0702.See file dsdata.txt to determine how the superseded data were derived.
 DT0702
 DT0702_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYC1982759019(NAD 83)
 DT0702
 DT0702  HISTORY     - Date     Condition        Report By
 DT0702  HISTORY     - 1913     FIRST OBSERVED   USGS
 DT0702  HISTORY     - 1915     GOOD             CGS
 DT0702
 DT0702                          STATION DESCRIPTION
 DT0702
 DT0702'DESCRIBED BY COAST AND GEODETIC SURVEY 1915
 DT0702'IN T. 4 S., R. 17 W., NEAR THE CORNER OF SECTIONS 21, 22,
 DT0702'27, AND 28, APPROXIMATELY, ON THE WEST END OF THE APACHE
 DT0702'MOUNTAIN, ABOUT 3 MILES SOUTHEAST OF THE JEWETT RANGER STATION,
 DT0702'AND 7 MILES NORTHWEST OF THE VILLAGE OF ARAGON.  THE STATION
 DT0702'CAN BE EASILY REACHED FROM THE JEWETT RANGER STATION.  THE
 DT0702'STATION MARK IS AN OAK TREE 15 FEET HIGH CARRYING A FLAG.
 DT0702'AROUND THE BASE OF THE TREE A QUADRIPOD OF POLES WAS BUILT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0492 ***********************************************************************
 GN0492  DESIGNATION -  APACHE
 GN0492  PID         -  GN0492
 GN0492  STATE/COUNTY-  NM/RIO ARRIBA
 GN0492  USGS QUAD   -  REGINA (1963)
 GN0492
 GN0492                         *CURRENT SURVEY CONTROL
 GN0492  ___________________________________________________________________
 GN0492* NAD 83(1992)-  36 14 50.61339(N)    106 59 08.17819(W)     ADJUSTED  
 GN0492* NAVD 88     -      2352.0    (meters)    7717.     (feet)  VERTCON   
 GN0492  ___________________________________________________________________
 GN0492  LAPLACE CORR-           6.00  (seconds)                    DEFLEC99
 GN0492  GEOID HEIGHT-         -19.32  (meters)                     GEOID03
 GN0492
 GN0492  HORZ ORDER  -  THIRD
 GN0492
 GN0492.The horizontal coordinates were established by classical geodetic methods
 GN0492.and adjusted by the National Geodetic Survey in December 1993..
 GN0492
 GN0492.The NAVD 88 height was computed by applying the VERTCON shift value to
 GN0492.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GN0492
 GN0492.The Laplace correction was computed from DEFLEC99 derived deflections.
 GN0492
 GN0492.The geoid height was determined by GEOID03.
 GN0492
 GN0492;                    North         East     Units Scale Factor Converg.
 GN0492;SPC NM C     -   582,212.088   433,888.968   MT  0.99995383   -0 26 05.9
 GN0492;SPC NM C     - 1,910,140.83  1,423,517.39   sFT  0.99995383   -0 26 05.9
 GN0492;UTM  13      - 4,013,216.761   321,591.909   MT  0.99999219   -1 10 27.6
 GN0492
 GN0492!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GN0492!SPC NM C     -   0.99963403  x   0.99995383  =   0.99958787
 GN0492!UTM  13      -   0.99963403  x   0.99999219  =   0.99962622
 GN0492
 GN0492:                Primary Azimuth Mark                     Grid Az
 GN0492:SPC NM C     -  8008=PRISMATIC                           137 24 16.2
 GN0492:UTM  13      -  8008=PRISMATIC                           138 08 37.9
 GN0492
 GN0492|---------------------------------------------------------------------|
 GN0492| PID    Reference Object                     Distance      Geod. Az  |
 GN0492|                                                           dddmmss.s |
 GN0492| GN0491 8008=PRISMATIC                      APPROX. 4.6 KM 1365810.3 |
 GN0492|---------------------------------------------------------------------|
 GN0492
 GN0492                          SUPERSEDED SURVEY CONTROL
 GN0492
 GN0492  NAD 83(1986)-  36 14 50.61370(N)    106 59 08.18408(W) AD(       ) 3
 GN0492  NAD 27      -  36 14 50.56127(N)    106 59 06.04689(W) AD(       ) 3
 GN0492  NGVD 29 (07/19/86) 2350.9    (m)         7713.     (f) VERT ANG       
 GN0492
 GN0492.Superseded values are not recommended for survey control.
 GN0492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0492.See file dsdata.txt to determine how the superseded data were derived.
 GN0492
 GN0492_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCA2159213217(NAD 83)
 GN0492
 GN0492  HISTORY     - Date     Condition        Report By
 GN0492  HISTORY     - 1938     MONUMENTED       CGS
 GN0492  HISTORY     - 1953     GOOD             USGS
 GN0492
 GN0492                          STATION DESCRIPTION
 GN0492
 GN0492'DESCRIBED BY US GEOLOGICAL SURVEY 1953 (ALV)
 GN0492'STATION FOUND IN GOOD CONDITION AS DESCRIBED.
 GN0492'
 GN0492'STATION MARK--STANDARD BRONZE TABLET, STAMPED ---APACHE-D 1938---,
 GN0492'CEMENTED IN SANDSTONE BOULDER.
 GN0492'
 GN0492'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0534 ***********************************************************************
 GN0534  DESIGNATION -  APACHE
 GN0534  PID         -  GN0534
 GN0534  STATE/COUNTY-  NM/RIO ARRIBA
 GN0534  USGS QUAD   -  JOHN MILLS LAKE (1963)
 GN0534
 GN0534                         *CURRENT SURVEY CONTROL
 GN0534  ___________________________________________________________________
 GN0534* NAD 83(1992)-  36 49 45.30381(N)    107 04 04.10215(W)     ADJUSTED  
 GN0534* NAVD 88     -      2498.2    (meters)    8196.     (feet)  VERTCON   
 GN0534  ___________________________________________________________________
 GN0534  LAPLACE CORR-           5.39  (seconds)                    DEFLEC99
 GN0534  GEOID HEIGHT-         -19.03  (meters)                     GEOID03
 GN0534
 GN0534  HORZ ORDER  -  THIRD
 GN0534
 GN0534.The horizontal coordinates were established by classical geodetic methods
 GN0534.and adjusted by the National Geodetic Survey in December 1993..
 GN0534
 GN0534.The NAVD 88 height was computed by applying the VERTCON shift value to
 GN0534.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GN0534
 GN0534.The Laplace correction was computed from DEFLEC99 derived deflections.
 GN0534
 GN0534.The geoid height was determined by GEOID03.
 GN0534
 GN0534;                    North         East     Units Scale Factor Converg.
 GN0534;SPC NM C     -   646,835.042   427,049.850   MT  0.99996554   -0 29 24.9
 GN0534;SPC NM C     - 2,122,157.97  1,401,079.38   sFT  0.99996554   -0 29 24.9
 GN0534;UTM  13      - 4,077,926.096   315,592.788   MT  1.00001895   -1 14 23.5
 GN0534
 GN0534!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GN0534!SPC NM C     -   0.99961109  x   0.99996554  =   0.99957664
 GN0534!UTM  13      -   0.99961109  x   1.00001895  =   0.99963003
 GN0534
 GN0534:                Primary Azimuth Mark                     Grid Az
 GN0534:SPC NM C     -  MILLS                                    101 20 52.6
 GN0534:UTM  13      -  MILLS                                    102 05 51.2
 GN0534
 GN0534|---------------------------------------------------------------------|
 GN0534| PID    Reference Object                     Distance      Geod. Az  |
 GN0534|                                                           dddmmss.s |
 GN0534| GN0533 MILLS                               APPROX. 0.6 KM 1005127.7 |
 GN0534|---------------------------------------------------------------------|
 GN0534
 GN0534                          SUPERSEDED SURVEY CONTROL
 GN0534
 GN0534  NAD 83(1992)-  36 49 45.30449(N)    107 04 04.10397(W) AD(       ) 3
 GN0534  NAD 83(1986)-  36 49 45.30332(N)    107 04 04.10598(W) AD(       ) 3
 GN0534  NAD 27      -  36 49 45.27086(N)    107 04 01.95853(W) AD(       ) 3
 GN0534  NGVD 29 (07/19/86) 2496.8    (m)         8192.     (f) VERT ANG       
 GN0534
 GN0534.Superseded values are not recommended for survey control.
 GN0534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0534.See file dsdata.txt to determine how the superseded data were derived.
 GN0534
 GN0534_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCA1559377926(NAD 83)
 GN0534
 GN0534  HISTORY     - Date     Condition        Report By
 GN0534  HISTORY     - 1953     MONUMENTED       CGS
 GN0534  HISTORY     - 1953     GOOD             USGS
 GN0534
 GN0534                          STATION DESCRIPTION
 GN0534
 GN0534'DESCRIBED BY US GEOLOGICAL SURVEY 1953 (BTE)
 GN0534'STATION FOUND AND REDESCRIBED AS FOLLOWS
 GN0534'
 GN0534'TO REACH THE STATION FROM THE POST OFFICE AT DULCE, GO S. 9.5 MI.
 GN0534'ON CUBA ROAD TO JUNCTION OF CUBA AND LA JARA ROADS, TURN RIGHT (W.)
 GN0534'AND CONTINUE 2.0 MI. TO Y-JUNCTION, CONTINUE STRAIGHT AHEAD (W.)
 GN0534'1.9 MI. BY-PASSING JOHN MILL LAKE TO Y-JUNCTION, TURN RIGHT (NW.)
 GN0534'AND CONTINUE 0.6 MI. TO Y-JUNCTION, TURN RIGHT (NE.) AND CONTINUE
 GN0534'0.6 MI. ON DIRT TRUCK RD. TO Y-JUNCTION, TURN LEFT (N.) AND CONTINUE
 GN0534'2.6 MI. N. ALONG DIM SEISMOGRAPH RD. TO HEAD OF CANYON AND END OF
 GN0534'TRUCK TRAVEL.  STATION IS LOCATED ON HIGHEST POINT ON W. RIDGE.
 GN0534'ABOUT A 10 MINUTE HIKE.
 GN0534'
 GN0534'STATION MARK--ALUMINUM TABLET, IN VOLCANIC ROCK.
 GN0534'
 GN0534'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0573 ***********************************************************************
 GN0573  DESIGNATION -  APACHE
 GN0573  PID         -  GN0573
 GN0573  STATE/COUNTY-  NM/SANDOVAL
 GN0573  USGS QUAD   -  TANCOSA WINDMILL (1966)
 GN0573
 GN0573                         *CURRENT SURVEY CONTROL
 GN0573  ___________________________________________________________________
 GN0573* NAD 83(1992)-  36 11 40.79828(N)    107 20 05.01247(W)     ADJUSTED  
 GN0573* NAVD 88     -      2100.2    (meters)    6890.     (feet)  VERTCON   
 GN0573  ___________________________________________________________________
 GN0573  LAPLACE CORR-           3.33  (seconds)                    DEFLEC99
 GN0573  GEOID HEIGHT-         -20.20  (meters)                     GEOID03
 GN0573
 GN0573  HORZ ORDER  -  SECOND
 GN0573
 GN0573.The horizontal coordinates were established by classical geodetic methods
 GN0573.and adjusted by the National Geodetic Survey in December 1993..
 GN0573
 GN0573.The NAVD 88 height was computed by applying the VERTCON shift value to
 GN0573.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GN0573
 GN0573.The Laplace correction was computed from DEFLEC99 derived deflections.
 GN0573
 GN0573.The geoid height was determined by GEOID03.
 GN0573
 GN0573;                    North         East     Units Scale Factor Converg.
 GN0573;SPC NM C     -   576,656.409   402,446.038   MT  1.00001722   -0 38 26.2
 GN0573;SPC NM C     - 1,891,913.57  1,320,358.38   sFT  1.00001722   -0 38 26.2
 GN0573;UTM  13      - 4,008,066.661   290,077.354   MT  1.00014300   -1 22 45.2
 GN0573
 GN0573!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GN0573!SPC NM C     -   0.99967365  x   1.00001722  =   0.99969087
 GN0573!UTM  13      -   0.99967365  x   1.00014300  =   0.99981661
 GN0573
 GN0573:                Primary Azimuth Mark                     Grid Az
 GN0573:SPC NM C     -  APACHE AZ MK                             033 00 08.8
 GN0573:UTM  13      -  APACHE AZ MK                             033 44 27.8
 GN0573
 GN0573|---------------------------------------------------------------------|
 GN0573| PID    Reference Object                     Distance      Geod. Az  |
 GN0573|                                                           dddmmss.s |
 GN0573| CD3940 APACHE AZ MK                                       0322142.6 |
 GN0573| CD3941 APACHE RM 1                           8.025 METERS 05210     |
 GN0573| CD3942 APACHE RM 2                           8.868 METERS 23614     |
 GN0573| GN0609 LYBROOKS MTN ST TT CO MICRO TR      APPROX.20.4 KM 2763926.1 |
 GN0573| GN0608 LYBROOK MTN STS TT CO MICRO TR      APPROX.20.5 KM 2764228.9 |
 GN0573|---------------------------------------------------------------------|
 GN0573
 GN0573                          SUPERSEDED SURVEY CONTROL
 GN0573
 GN0573  NAD 83(1986)-  36 11 40.79712(N)    107 20 05.01732(W) AD(       ) 2
 GN0573  NAD 27      -  36 11 40.74740(N)    107 20 02.84890(W) AD(       ) 2
 GN0573  NGVD 29 (07/19/86) 2099.2    (m)         6887.     (f) VERT ANG       
 GN0573
 GN0573.Superseded values are not recommended for survey control.
 GN0573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0573.See file dsdata.txt to determine how the superseded data were derived.
 GN0573
 GN0573_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBA9007708067(NAD 83)
 GN0573_MARKER: DS = TRIANGULATION STATION DISK
 GN0573_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GN0573
 GN0573  HISTORY     - Date     Condition        Report By
 GN0573  HISTORY     - 1958     MONUMENTED       CGS
 GN0573  HISTORY     - 1960     GOOD             CGS
 GN0573  HISTORY     - 1971     GOOD             NMHD
 GN0573
 GN0573                          STATION DESCRIPTION
 GN0573
 GN0573'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RLE)
 GN0573'THE STATION IS LOCATED ABOUT 7.0 MILES EAST-NORTHEAST OF
 GN0573'COUNSELORS POST, 1.0 MILE NORTH OF STATE HIGHWAY 44 AND 0.1
 GN0573'MILE WEST OF A GRADED ROAD.  THERE IS ANOTHER KNOLL ABOUT
 GN0573'0.5 MILE EAST THAT IS HIGHER THAN THE STATION.  THE MARK
 GN0573'IS 9 FEET NORTHWEST OF A SMALL CEDAR TREE WITH A TRIANGULAR
 GN0573'BLAZE.  IT PROJECTS 2 INCHES AND IS STAMPED APACHE 1958.
 GN0573'
 GN0573'REFERENCE MARK NO. 1 IS 31 FEET NORTH OF A SMALL CEDAR TREE
 GN0573'WITH A TRIANGULAR BLAZE.  IT PROJECTS 2 INCHES AND IS STAMPED
 GN0573'APACHE NO 1 1958.
 GN0573'
 GN0573'REFERENCE MARK NO. 2 IS 27 FEET WEST-SOUTHWEST OF A SMALL
 GN0573'CEDAR TREE WITH A TRIANGULAR BLAZE.  IT PROJECTS 3 INCHES
 GN0573'AND IS STAMPED APACHE NO 2 1958.
 GN0573'
 GN0573'THE AZIMUTH MARK IS ON THE CREST OF A LOW HILL, 74 FEET SOUTH
 GN0573'OF THE CENTER OF A TRACK ROAD, 22 FEET EAST OF THE CENTER
 GN0573'OF A BLADED ROAD AND 1 FOOT SOUTH-SOUTHEAST OF AN UNPAINTED
 GN0573'1-INCH BY 4-INCH WITNESS POST.  THE MARK PROJECTS 3 INCHES
 GN0573'AND IS STAMPED APACHE 1958.
 GN0573'
 GN0573'TO REACH THE STATION FROM THE POST OFFICE IN CUBA, GO NORTHWESTERLY
 GN0573'ON STATE HIGHWAY NO. 44 FOR 25.4 MILES TO A GRADED ROAD RIGHT
 GN0573'AND SIGN, EL PASO NATURAL GAS CO. JUST BEFORE REACHING A
 GN0573'CURVE IN HIGHWAY, TURN RIGHT AND GO NORTHERLY ON GRADED ROAD
 GN0573'FOR 0.95 MILE,* THENCE LEFT, WESTERLY, CROSS-COUNTRY, FOR
 GN0573'0.1 MILE TO HIGHEST POINT OF A LOW KNOLL AND STATION AS
 GN0573'DESCRIBED.
 GN0573'
 GN0573'*TO REACH THE AZIMUTH MARK FROM THIS POINT, CONTINUE NORTHERLY
 GN0573'ON GRADED ROAD FOR 0.35 MILE TO MARK ON RIGHT AS DESCRIBED.
 GN0573'
 GN0573'HEIGHT OF LIGHT ABOVE STATION MARK 1.40 METERS.
 GN0573
 GN0573                          STATION RECOVERY (1960)
 GN0573
 GN0573'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HWK)
 GN0573'ALL MARKS WERE RECOVERED AS PREVIOUSLY DESCRIBED, THE DISTANCE
 GN0573'AND DIRECTIONS WERE VERIFIED AND THE DESCRIPTION WAS ENTIRELY
 GN0573'ADEQUATE.
 GN0573'
 GN0573'NOTE.  A METAL WITNESS POST WAS SET AT THE STATION AND THE
 GN0573'AZIMUTH MARK.  THE STATION IS 4.5 FEET NORTH OF THE METAL
 GN0573'WITNESS POST AND THE AZIMUTH MARK IS 1.5 FEET WEST OF THE
 GN0573'METAL WITNESS POST.
 GN0573
 GN0573                          STATION RECOVERY (1971)
 GN0573
 GN0573'RECOVERY NOTE BY NM HIGHWAY DEPT 1971
 GN0573'APACHE 1958-GOOD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CF0278 ***********************************************************************
 CF0278  DESIGNATION -  APACHE CAIRN
 CF0278  PID         -  CF0278
 CF0278  STATE/COUNTY-  NM/HIDALGO
 CF0278  USGS QUAD   -  DOYLE PEAK (1982)
 CF0278
 CF0278                         *CURRENT SURVEY CONTROL
 CF0278  ___________________________________________________________________
 CF0278* NAD 83(1992)-  31 50 32.45508(N)    108 17 10.94198(W)     ADJUSTED  
 CF0278* NAVD 88     -      1754.     (meters)    5755.     (feet)  SCALED    
 CF0278  ___________________________________________________________________
 CF0278  LAPLACE CORR-           1.78  (seconds)                    DEFLEC99
 CF0278  GEOID HEIGHT-         -25.15  (meters)                     GEOID03
 CF0278
 CF0278  HORZ ORDER  -  THIRD
 CF0278
 CF0278.The horizontal coordinates were established by classical geodetic methods
 CF0278.and adjusted by the National Geodetic Survey in December 1993..
 CF0278
 CF0278.The orthometric height was scaled from a topographic map.
 CF0278
 CF0278.The Laplace correction was computed from DEFLEC99 derived deflections.
 CF0278
 CF0278.The geoid height was determined by GEOID03.
 CF0278
 CF0278;                    North         East     Units Scale Factor Converg.
 CF0278;SPC NM W     -    93,478.526   787,121.167   MT  0.99993933   -0 14 20.5
 CF0278;SPC NM W     -   306,687.46  2,582,413.36   sFT  0.99993933   -0 14 20.5
 CF0278;UTM  12      - 3,526,171.257   756,797.075   MT  1.00041337   +1 25 56.8
 CF0278
 CF0278!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CF0278!SPC NM W     -   0.99972864  x   0.99993933  =   0.99966799
 CF0278!UTM  12      -   0.99972864  x   1.00041337  =   1.00014190
 CF0278
 CF0278:                Primary Azimuth Mark                     Grid Az
 CF0278:SPC NM W     -  APACHE                                   175 32 46.4
 CF0278:UTM  12      -  APACHE                                   173 52 29.1
 CF0278
 CF0278|---------------------------------------------------------------------|
 CF0278| PID    Reference Object                     Distance      Geod. Az  |
 CF0278|                                                           dddmmss.s |
 CF0278| CF0279 APACHE                              APPROX. 8.0 KM 1751825.9 |
 CF0278|---------------------------------------------------------------------|
 CF0278
 CF0278                          SUPERSEDED SURVEY CONTROL
 CF0278
 CF0278  NAD 83(1992)-  31 50 32.45350(N)    108 17 10.94020(W) AD(       ) 3
 CF0278  NAD 83(1986)-  31 50 32.45373(N)    108 17 10.94010(W) AD(       ) 3
 CF0278  NAD 27      -  31 50 32.09959(N)    108 17 08.79390(W) AD(       ) 3
 CF0278
 CF0278.Superseded values are not recommended for survey control.
 CF0278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0278.See file dsdata.txt to determine how the superseded data were derived.
 CF0278
 CF0278_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RYA5679726171(NAD 83)
 CF0278_MARKER: 72 = CAIRN
 CF0278
 CF0278  HISTORY     - Date     Condition        Report By
 CF0278  HISTORY     - 1917     FIRST OBSERVED   USGS
 CF0278
 CF0278                          STATION DESCRIPTION
 CF0278
 CF0278'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0703 ***********************************************************************
 DT0703  DESIGNATION -  APACHE MTN SOUTH END
 DT0703  PID         -  DT0703
 DT0703  STATE/COUNTY-  NM/CATRON
 DT0703  USGS QUAD   -  ARAGON (1965)
 DT0703
 DT0703                         *CURRENT SURVEY CONTROL
 DT0703  ___________________________________________________________________
 DT0703* NAD 83(1992)-  33 54 51.05824(N)    108 36 19.25417(W)     ADJUSTED  
 DT0703* NAVD 88     -      2703.3    (meters)    8869.     (feet)  VERTCON   
 DT0703  ___________________________________________________________________
 DT0703  LAPLACE CORR-           1.70  (seconds)                    DEFLEC99
 DT0703  GEOID HEIGHT-         -22.06  (meters)                     GEOID03
 DT0703
 DT0703  HORZ ORDER  -  SECOND
 DT0703
 DT0703.The horizontal coordinates were established by classical geodetic methods
 DT0703.and adjusted by the National Geodetic Survey in December 1993..
 DT0703
 DT0703.The NAVD 88 height was computed by applying the VERTCON shift value to
 DT0703.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DT0703
 DT0703.The Laplace correction was computed from DEFLEC99 derived deflections.
 DT0703
 DT0703.The geoid height was determined by GEOID03.
 DT0703
 DT0703;                    North         East     Units Scale Factor Converg.
 DT0703;SPC NM W     -   323,409.570   758,611.040   MT  0.99997947   -0 25 50.8
 DT0703;SPC NM W     - 1,061,052.90  2,488,876.39   sFT  0.99997947   -0 25 50.8
 DT0703;UTM  12      - 3,755,223.011   721,387.539   MT  1.00020424   +1 20 11.9
 DT0703
 DT0703!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DT0703!SPC NM W     -   0.99957926  x   0.99997947  =   0.99955874
 DT0703!UTM  12      -   0.99957926  x   1.00020424  =   0.99978342
 DT0703
 DT0703|---------------------------------------------------------------------|
 DT0703| PID    Reference Object                     Distance      Geod. Az  |
 DT0703|                                                           dddmmss.s |
 DT0703| CD1519 APACHE MTN SOUTH END RM 2             9.888 METERS 01433     |
 DT0703| DT0662 WELLS                               APPROX.24.9 KM 1071423.8 |
 DT0703| CD1518 APACHE MTN SOUTH END RM 1             9.293 METERS 30103     |
 DT0703|---------------------------------------------------------------------|
 DT0703
 DT0703                          SUPERSEDED SURVEY CONTROL
 DT0703
 DT0703  NAD 83(1992)-  33 54 51.05804(N)    108 36 19.25530(W) AD(       ) 2
 DT0703  NAD 83(1986)-  33 54 51.05886(N)    108 36 19.25772(W) AD(       ) 2
 DT0703  NAD 27      -  33 54 50.88479(N)    108 36 17.03243(W) AD(       ) 2
 DT0703  NGVD 29 (07/19/86) 2702.3    (m)         8866.     (f) VERT ANG       
 DT0703
 DT0703.Superseded values are not recommended for survey control.
 DT0703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0703.See file dsdata.txt to determine how the superseded data were derived.
 DT0703
 DT0703_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYC2138855223(NAD 83)
 DT0703_MARKER: DD = SURVEY DISK
 DT0703_SETTING: 66 = SET IN ROCK OUTCROP
 DT0703_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 DT0703_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DT0703+STABILITY: POSITION/ELEVATION WELL
 DT0703
 DT0703  HISTORY     - Date     Condition        Report By
 DT0703  HISTORY     - 1935     MONUMENTED       USFS
 DT0703  HISTORY     - 1966     GOOD             CGS
 DT0703  HISTORY     - 1968     GOOD             USE
 DT0703
 DT0703                          STATION DESCRIPTION
 DT0703
 DT0703'DESCRIBED BY US FOREST SERVICE 1935 (LBM)
 DT0703'ON THE SOUTHEAST END OF APACHE MOUNTAIN, 4-1/2 MILES AIR-LINE
 DT0703'SOUTHEAST OF JEWETT RANGER STATION, IN SEC. 34, T. 4 S., R.
 DT0703'17 W., AND 4-1/2 MILES NORTHWEST OF THE VILLAGE OF ARAGON.
 DT0703'TO REACH THE STATION FROM APACHE CREEK POST OFFICE, TAKE THE
 DT0703'ROAD NORTHWARD 5.7 MILES TO AN ABANDONED SCHOOLHOUSE, THENCE
 DT0703'TAKE THE TRAIL APPROXIMATELY 2 MILES EAST TO THE TOP OF THE
 DT0703'MOUNTAIN AND THE STATION.  THE STATION IS MARKED WITH A
 DT0703'STANDARD U.S. FOREST SERVICE TABLET SET IN LEDGE ROCK AND
 DT0703'STAMPED APACHE MOUNTAIN SOUTH END, 1935.  REFERENCE MARK NO.
 DT0703'1 IS 31.4 FEET FROM THE STATION.  REFERENCE MARK NO. 2 IS
 DT0703'32.7 FEET FROM THE STATION.
 DT0703
 DT0703                          STATION RECOVERY (1966)
 DT0703
 DT0703'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JWC)
 DT0703'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED
 DT0703'AND FOUND IN GOOD CONDITION.  THE 1935 ROUTE TO REACH THE
 DT0703'STATION IS INADEQUATE.  A NEW COMPLETE DESCRIPTION FOLLOWS.
 DT0703'
 DT0703'THE STATION IS ABOUT 27-1/2 MILES SOUTHWEST OF QUEMADO, 24
 DT0703'MILES EAST OF THE ARIZONA-NEW MEXICO STATE LINE, 18 MILES
 DT0703'NORTHEAST OF RESERVE AND 7 MILES NORTH OF APACHE CREEK.  IT
 DT0703'IS IN THE NORTHERN PART OF APACHE NATIONAL FOREST, ON THE
 DT0703'SUMMIT OF APACHE MOUNTAIN WHICH IS THE HIGHEST POINT IN THE
 DT0703'IMMEDIATE VICINITY.
 DT0703'
 DT0703'TO REACH THE STATION FROM THE POST OFFICE IN RESERVE, GO NORTH
 DT0703'ON A PAVED ROAD FOR 0.1 MILE TO STATE HIGHWAY 12.  TURN RIGHT
 DT0703'AND GO EAST ON HIGHWAY 12 FOR 0.05 MILE TO THE JUNCTION WITH
 DT0703'STATE HIGHWAY 435.  TURN LEFT AND GO NORTHEAST, CONTINUE
 DT0703'ON HIGHWAY 12 FOR 2.65 MILES TO A SIDE ROAD RIGHT AND
 DT0703'A SIGN TULAROSA CREEK 3 - POLK MESA 7 - EAGLE PEAK 14.
 DT0703'CONTINUE AHEAD ON HIGHWAY 12 FOR 9.8 MILES TO THE JUNCTION
 DT0703'WITH STATE HIGHWAY 32 (GRAVELED ROAD) JUST AFTER CROSSING
 DT0703'THE APACHE CREEK BRIDGE.  TURN LEFT AND GO NORTH ON HIGHWAY
 DT0703'32 FOR 3.1 MILES TO A WIRE GATE AND SIGN ARAGON 6 ON THE
 DT0703'RIGHT.  TURN RIGHT, PASSING THROUGH GATE AND GO
 DT0703'NORTHEASTERLY ON TRACK ROAD FOR 1.0 MILE TO A SIDE ROAD
 DT0703'LEFT.  TURN LEFT AND FOLLOW DIM TRACK ROAD NORTHERLY
 DT0703'FOR 1.3 MILES TO A FORK.  TAKE THE LEFT FORK FOR 0.3
 DT0703'MILE TO A FORK.  TAKE THE LEFT FORK AND GO NORTH FOR
 DT0703'0.6 MILE TO A TRACK ROAD RIGHT.  TURN RIGHT ON THE
 DT0703'TRACK ROAD AND GO EASTERLY FOR 0.6 MILE.  TURN RIGHT AND
 DT0703'PICK WAY NORTHEASTERLY, UPHILL FOR ABOUT A 1/4 MILE
 DT0703'TO THE BASE OF THE MOUNTAIN.  FROM THIS POINT, PACK
 DT0703'NORTHEASTERLY FOR ABOUT 1-1/2 HOURS TO THE SUMMIT OF THE
 DT0703'MOUNTAIN AND THE STATION.
 DT0703'
 DT0703'THE STATION MARK IS A BRONZE DISK OF THE U.S. FOREST SERVICE,
 DT0703'STAMPED APACHE MOUNTAIN SOUTH END 1935, CEMENTED IN A DRILL
 DT0703'HOLE IN A 2 X 3 FOOT ROCK OUTCROP, THAT PROJECTS 3 INCHES
 DT0703'ABOVE THE GROUND.
 DT0703'
 DT0703'REFERENCE MARK 1 IS A BRONZE DISK OF THE U.S. FOREST SERVICE,
 DT0703'STAMPED R.M. 1 1935, CEMENTED IN A DRILL HOLE IN A 3 X 3 FOOT
 DT0703'BOULDER, THAT PROJECTS 14 INCHES ABOVE THE GROUND.  IT IS
 DT0703'ABOUT 2 FEET LOWER THAN THE STATION.
 DT0703'
 DT0703'REFERENCE MARK 2 IS A BRONZE DISK OF THE U.S. FOREST SERVICE,
 DT0703'STAMPED R.M. 2 1935, CEMENTED IN A DRILL HOLE IN A 2 X 3 FOOT
 DT0703'BOULDER, THAT PROJECTS 2 FEET ABOVE THE GROUND.  IT IS ABOUT
 DT0703'1 FOOT LOWER THAN THE STATION.
 DT0703'
 DT0703'NO SUITABLE LOCATION WAS FOUND FOR AN AZIMUTH MARK.
 DT0703'
 DT0703'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7 MILES
 DT0703'NORTH OF APACHE CREEK
 DT0703
 DT0703                          STATION RECOVERY (1968)
 DT0703
 DT0703'RECOVERY NOTE BY US ENGINEERS 1968
 DT0703'ALL MARKS FOUND IN EXCELLENT CONDITION AS DESCRIBED IN 1966.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1491 ***********************************************************************
 CX1491  DESIGNATION -  APATS SOURCE ANTENNA
 CX1491  PID         -  CX1491
 CX1491  STATE/COUNTY-  NM/OTERO
 CX1491  USGS QUAD   -  LAKE LUCERO NE (1982)
 CX1491
 CX1491                         *CURRENT SURVEY CONTROL
 CX1491  ___________________________________________________________________
 CX1491* NAD 83(1992)-  32 38 09.35139(N)    106 20 00.52258(W)     ADJUSTED  
 CX1491* NAVD 88     -                                                        
 CX1491  ___________________________________________________________________
 CX1491  LAPLACE CORR-           0.00  (seconds)                    DEFLEC99
 CX1491  GEOID HEIGHT-         -23.42  (meters)                     GEOID03
 CX1491
 CX1491  HORZ ORDER  -  THIRD
 CX1491
 CX1491.The horizontal coordinates were established by classical geodetic methods
 CX1491.and adjusted by the National Geodetic Survey in December 1993..
 CX1491
 CX1491
 CX1491.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1491
 CX1491.The geoid height was determined by GEOID03.
 CX1491
 CX1491;                    North         East     Units Scale Factor Converg.
 CX1491;SPC NM C     -   181,382.953   492,167.566   MT  0.99990076   -0 02 42.1
 CX1491;SPC NM C     -   595,087.24  1,614,719.76   sFT  0.99990076   -0 02 42.1
 CX1491;UTM  13      - 3,611,712.454   374,918.154   MT  0.99979292   -0 43 09.3
 CX1491
 CX1491                          SUPERSEDED SURVEY CONTROL
 CX1491
 CX1491  NAD 83(1986)-  32 38 09.35700(N)    106 20 00.52440(W) AD(       ) 4
 CX1491  NAD 27      -  32 38 09.04363(N)    106 19 58.54762(W) AD(       ) 3
 CX1491
 CX1491.Superseded values are not recommended for survey control.
 CX1491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1491.See file dsdata.txt to determine how the superseded data were derived.
 CX1491
 CX1491_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS7491811712(NAD 83)
 CX1491_MARKER: 41 = ANTENNA MAST
 CX1491
 CX1491  HISTORY     - Date     Condition        Report By
 CX1491  HISTORY     - 1964     FIRST OBSERVED   CGS
 CX1491
 CX1491                          STATION DESCRIPTION
 CX1491
 CX1491'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY1081 ***********************************************************************
 CY1081  DESIGNATION -  APPLEGATE
 CY1081  PID         -  CY1081
 CY1081  STATE/COUNTY-  NM/GRANT
 CY1081  USGS QUAD   -  APPLEGATE MOUNTAIN (1990)
 CY1081
 CY1081                         *CURRENT SURVEY CONTROL
 CY1081  ___________________________________________________________________
 CY1081* NAD 83(1992)-  32 55 48.50013(N)    108 51 21.99684(W)     ADJUSTED  
 CY1081* NAVD 88     -      2132.4    (meters)    6996.     (feet)  VERTCON   
 CY1081  ___________________________________________________________________
 CY1081  LAPLACE CORR-           1.83  (seconds)                    DEFLEC99
 CY1081  GEOID HEIGHT-         -24.65  (meters)                     GEOID03
 CY1081
 CY1081  HORZ ORDER  -  THIRD
 CY1081
 CY1081.The horizontal coordinates were established by classical geodetic methods
 CY1081.and adjusted by the National Geodetic Survey in December 1993..
 CY1081
 CY1081.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY1081.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY1081
 CY1081.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY1081
 CY1081.The geoid height was determined by GEOID03.
 CY1081
 CY1081;                    North         East     Units Scale Factor Converg.
 CY1081;SPC NM W     -   214,472.152   734,348.832   MT  1.00002944   -0 33 21.7
 CY1081;SPC NM W     -   703,647.39  2,409,276.13   sFT  1.00002944   -0 33 21.7
 CY1081;UTM  12      - 3,645,581.438   700,450.214   MT  1.00009545   +1 09 57.0
 CY1081
 CY1081!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY1081!SPC NM W     -   0.99966919  x   1.00002944  =   0.99969862
 CY1081!UTM  12      -   0.99966919  x   1.00009545  =   0.99976460
 CY1081
 CY1081:                Primary Azimuth Mark                     Grid Az
 CY1081:SPC NM W     -  BRUSHY                                   304 13 07.8
 CY1081:UTM  12      -  BRUSHY                                   302 29 49.1
 CY1081
 CY1081|---------------------------------------------------------------------|
 CY1081| PID    Reference Object                     Distance      Geod. Az  |
 CY1081|                                                           dddmmss.s |
 CY1081| CY1084 BRUSHY                              APPROX.11.8 KM 3033946.1 |
 CY1081|---------------------------------------------------------------------|
 CY1081
 CY1081                          SUPERSEDED SURVEY CONTROL
 CY1081
 CY1081  NAD 83(1992)-  32 55 48.50038(N)    108 51 21.99628(W) AD(       ) 3
 CY1081  NAD 83(1986)-  32 55 48.49696(N)    108 51 21.99631(W) AD(       ) 3
 CY1081  NAD 27      -  32 55 48.25638(N)    108 51 19.78077(W) AD(       ) 3
 CY1081  NGVD 29 (07/19/86) 2131.5    (m)         6993.     (f) VERT ANG       
 CY1081
 CY1081.Superseded values are not recommended for survey control.
 CY1081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1081.See file dsdata.txt to determine how the superseded data were derived.
 CY1081
 CY1081_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYB0045045581(NAD 83)
 CY1081_MARKER: DD = SURVEY DISK
 CY1081_SETTING: 66 = SET IN ROCK OUTCROP
 CY1081_SP_SET: SET IN BEDROCK
 CY1081_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CY1081+STABILITY: POSITION/ELEVATION WELL
 CY1081
 CY1081  HISTORY     - Date     Condition        Report By
 CY1081  HISTORY     - 1957     MONUMENTED       USGS
 CY1081
 CY1081                          STATION DESCRIPTION
 CY1081
 CY1081'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 CY1081'STATION IS LOCATED ABOUT 14.5 MI. (AIRLINE) W. AND 2.5 MI. S. OF
 CY1081'CLIFF, NEW MEXICO, ON THE HIGHEST POINT OF APPLEGATE MOUNTAIN.
 CY1081'
 CY1081'TO REACH FROM THE POST OFFICE IN CLIFF, NEW MEXICO, GO S. ON U.S.
 CY1081'HIGHWAY NO. 260 FOR 1.5 MI. TO DIRT RD. W. AT CURVE, GO RIGHT (W.)
 CY1081'FOR 0.1 MI. TO FORKS, TAKE LEFT FORK AND GO 3.8 MI. TO FORKS, TAKE
 CY1081'RIGHT FORK W. AND GO 7.3 MI. TO OLD WALLACE RANCH, CONTINUE ON W.
 CY1081'FOR 3.9 MI. TO RANCH, PASS ON W. SIDE OF HOUSE AND GO 3.4 MI. TO
 CY1081'RANCH, CONTINUE ON W. TO TOP OF RIDGE AND GO N. ACROSS COUNTRY FOR
 CY1081'0.9 MI. (FROM RANCH) TO END OF TRUCK TRAVEL, PACK W. FOR 1 HOUR AND
 CY1081'10 MINUTES TO HIGHEST POINT OF MOUNTAIN AND STATION.
 CY1081'
 CY1081'STATION MARK--STANDARD TABLET, STAMPED ---APPLEGATE 1957---, AND SET
 CY1081'IN BEDROCK.
 CY1081'
 CY1081'REFERENCE MARK NO. 1--STANDARD REFERENCE TABLET, STAMPED ---APPLEGATE
 CY1081'NO. 1 1957---, SET IN BEDROCK 26.75 FT. FROM STATION MARK,
 CY1081'S 57 DEG 20 MIN W.
 CY1081'
 CY1081'REFERENCE MARK NO. 2--STANDARD REFERENCE TABLET, STAMPED ---APPLEGATE
 CY1081'NO. 2 1957---, SET IN BEDROCK 32.11 FT. FROM STATION MARK,
 CY1081'N 28 DEG 55 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1642 ***********************************************************************
 CX1642  DESIGNATION -  APT BCN FLD CONDRON LAS CRUCES
 CX1642  PID         -  CX1642
 CX1642  STATE/COUNTY-  NM/DONA ANA
 CX1642  USGS QUAD   -  DAVIES TANK (1994)
 CX1642
 CX1642                         *CURRENT SURVEY CONTROL
 CX1642  ___________________________________________________________________
 CX1642* NAD 83(1992)-  32 20 34.38497(N)    106 24 40.11034(W)     ADJUSTED  
 CX1642* NAVD 88     -                                                        
 CX1642  ___________________________________________________________________
 CX1642  LAPLACE CORR-          -1.80  (seconds)                    DEFLEC99
 CX1642  GEOID HEIGHT-         -23.76  (meters)                     GEOID03
 CX1642
 CX1642  HORZ ORDER  -  THIRD
 CX1642
 CX1642.The horizontal coordinates were established by classical geodetic methods
 CX1642.and adjusted by the National Geodetic Survey in December 1993..
 CX1642
 CX1642
 CX1642.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1642
 CX1642.The geoid height was determined by GEOID03.
 CX1642
 CX1642;                    North         East     Units Scale Factor Converg.
 CX1642;SPC NM C     -   148,897.055   484,831.656   MT  0.99990284   -0 05 10.4
 CX1642;SPC NM C     -   488,506.42  1,590,651.86   sFT  0.99990284   -0 05 10.4
 CX1642;UTM  13      - 3,579,317.896   367,202.753   MT  0.99981747   -0 45 18.2
 CX1642
 CX1642                          SUPERSEDED SURVEY CONTROL
 CX1642
 CX1642  NAD 83(1986)-  32 20 34.39080(N)    106 24 40.10740(W) AD(       ) 4
 CX1642  NAD 27      -  32 20 34.04600(N)    106 24 38.14000(W) AD(       ) 3
 CX1642
 CX1642.Superseded values are not recommended for survey control.
 CX1642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1642.See file dsdata.txt to determine how the superseded data were derived.
 CX1642
 CX1642_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR6720379318(NAD 83)
 CX1642_MARKER: 21 = AIRPORT BEACON
 CX1642
 CX1642  HISTORY     - Date     Condition        Report By
 CX1642  HISTORY     - 1952     FIRST OBSERVED   CGS
 CX1642  HISTORY     - 1955     GOOD             AMS
 CX1642
 CX1642                          STATION DESCRIPTION
 CX1642
 CX1642'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RLE)
 CX1642'THE STATION IS LOCATED AT THE NORTH EDGE OF CONDRON FIELD
 CX1642'WHICH IS ABOUT 4 MILES SOUTHEAST OF THE MAIN AREA OF THE WHITE
 CX1642'SANDS PROVING GROUNDS.  THE BEACON IS AT THE TOP AND CENTER
 CX1642'OF THE ROOF OF THE CONTROL TOWER WHICH IS A 4 LEGGED STEEL
 CX1642'STRUCTURE (ABOUT 12 FEET SQUARE AT THE BASE) SUPPORTING A
 CX1642'METAL BUILDING THAT IS ABOUT 10 FEET SQUARE AND 12 FEET HIGH.
 CX1642'THE OVERALL HEIGHT IS ABOUT 40 FEET.
 CX1642'
 CX1642'TO REACH THE STATION FROM THE GUARD GATE AT THE EAST EDGE
 CX1642'OF THE PROTECTED AREA OF THE WHITE SANDS PROVING GROUNDS,
 CX1642'GO WEST ON A PAVED ROAD FOR 4.75 MILES TO A FORK.  TAKE THE
 CX1642'LEFT FORK AND GO SOUTHWEST FOR 0.2 MILE TO A FORK, TAKE THE
 CX1642'LEFT FORK AND GO SOUTH FOR 2.85 MILES TO WHERE PAVED ROAD
 CX1642'ENDS, CONTINUE SOUTH AND SOUTHWEST ON A GRAVELED ROAD FOR
 CX1642'2.1 MILES TO A T ROAD LEFT, TURN LEFT AND GO SOUTH FOR 0.2
 CX1642'MILE TO THE NORTH EDGE OF THE AIRFIELD AND THE STATION AS
 CX1642'DESCRIBED.
 CX1642'
 CX1642'THE BEACON ON THE ROOF OF THE CONTROL TOWER WAS OBSERVED.
 CX1642
 CX1642                          STATION RECOVERY (1955)
 CX1642
 CX1642'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1955
 CX1642'STATION RECOVERED AS DESCRIBED.  IT IS 9 FEET E OF THE E
 CX1642'EDGE OF SMALL BUILDING.  103 FEET W OF THE W EDGE OF ASPHALT
 CX1642'STRIP.  85 FEET WSW OF THE SW CORNER OF BUILDING.  AND 55
 CX1642'FEET N OF THE NE CORNER OF SMALL BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0500 ***********************************************************************
 DR0500  DESIGNATION -  ARABELLA E BASE
 DR0500  PID         -  DR0500
 DR0500  STATE/COUNTY-  NM/LINCOLN
 DR0500  USGS QUAD   -  CISTERN DRAW (1981)
 DR0500
 DR0500                         *CURRENT SURVEY CONTROL
 DR0500  ___________________________________________________________________
 DR0500* NAD 83(1992)-  33 46 47.37244(N)    105 03 29.65924(W)     ADJUSTED  
 DR0500* NAVD 88     -      1558.842  (meters)    5114.30   (feet)  ADJUSTED  
 DR0500  ___________________________________________________________________
 DR0500  LAPLACE CORR-          -6.14  (seconds)                    DEFLEC99
 DR0500  GEOID HEIGHT-         -22.16  (meters)                     GEOID03
 DR0500  DYNAMIC HT  -        1556.596 (meters)    5106.93  (feet)  COMP
 DR0500  MODELED GRAV-     979,140.4   (mgal)                       NAVD 88
 DR0500
 DR0500  HORZ ORDER  -  FIRST
 DR0500  VERT ORDER  -  SECOND    CLASS 0
 DR0500
 DR0500.The horizontal coordinates were established by classical geodetic methods
 DR0500.and adjusted by the National Geodetic Survey in December 1993..
 DR0500
 DR0500.The orthometric height was determined by differential leveling
 DR0500.and adjusted by the National Geodetic Survey in June 1991..
 DR0500
 DR0500.The Laplace correction was computed from DEFLEC99 derived deflections.
 DR0500
 DR0500.The geoid height was determined by GEOID03.
 DR0500
 DR0500.The dynamic height is computed by dividing the NAVD 88
 DR0500.geopotential number by the normal gravity value computed on the
 DR0500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0500.degrees latitude (g = 980.6199 gals.).
 DR0500
 DR0500.The modeled gravity was interpolated from observed gravity values.
 DR0500
 DR0500;                    North         East     Units Scale Factor Converg.
 DR0500;SPC NM C     -   308,872.769   610,375.888   MT  1.00005014   +0 39 45.7
 DR0500;SPC NM C     - 1,013,360.08  2,002,541.56   sFT  1.00005014   +0 39 45.7
 DR0500;UTM  13      - 3,737,745.446   494,607.948   MT  0.99960036   -0 01 56.6
 DR0500
 DR0500!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR0500!SPC NM C     -   0.99975882  x   1.00005014  =   0.99980894
 DR0500!UTM  13      -   0.99975882  x   0.99960036  =   0.99935927
 DR0500
 DR0500|---------------------------------------------------------------------|
 DR0500| PID    Reference Object                     Distance      Geod. Az  |
 DR0500|                                                           dddmmss.s |
 DR0500| CJ5627 ARABELLA E BASE RM 1                 20.710 METERS 13057     |
 DR0500| DR0934 LOWREY                              APPROX. 6.0 KM 1452938.1 |
 DR0500| CJ5628 ARABELLA E BASE RM 2                 36.713 METERS 22441     |
 DR0500| DR0499 ARABELLA E BASE AZ MK                              2402806.2 |
 DR0500|---------------------------------------------------------------------|
 DR0500
 DR0500                          SUPERSEDED SURVEY CONTROL
 DR0500
 DR0500  NAD 83(1986)-  33 46 47.37681(N)    105 03 29.65727(W) AD(       ) 1
 DR0500  NAD 27      -  33 46 47.06700(N)    105 03 27.71240(W) AD(       ) 1
 DR0500  NGVD 29 (??/??/92) 1558.139  (m)         5111.99   (f) ADJ UNCH    2 0
 DR0500
 DR0500.Superseded values are not recommended for survey control.
 DR0500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0500.See file dsdata.txt to determine how the superseded data were derived.
 DR0500
 DR0500_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDT9460837745(NAD 83)
 DR0500_MARKER: DD = SURVEY DISK
 DR0500_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR0500_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DR0500_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR0500+STABILITY: SURFACE MOTION
 DR0500
 DR0500  HISTORY     - Date     Condition        Report By
 DR0500  HISTORY     - 1934     MONUMENTED       CGS
 DR0500  HISTORY     - 1935     GOOD             NGS
 DR0500  HISTORY     - 1939     GOOD             NGS
 DR0500
 DR0500                          STATION DESCRIPTION
 DR0500
 DR0500'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 DR0500'ABOUT 3 MILES SOUTH OF THE WORSWICK AND YRIART RANCH AND ON
 DR0500'THE SOUTHERNMOST TIP OF A LOW, ROLLING, NORTH-AND-SOUTH RIDGE
 DR0500'WHICH SLOPES TO THE SOUTH AND SOUTHWEST.  THERE IS HIGHER GROUND
 DR0500'TO THE NORTH AND EAST.  TO REACH FROM THE WORSWICK AND YRIART
 DR0500'RANCH, GO SOUTH 3 MILES ON THE MAIN ROAD TO CROSSROAD,
 DR0500'TURN EAST (LEFT) AND FOLLOW THE ROAD UP A GENTLE SLOPE 0.5
 DR0500'MILE, TURN NORTH (LEFT) AND GO 0.2 MILE TO THE TOP OF RIDGE AND
 DR0500'THE STATION.  THE STATION AND REFERENCE MARKS ARE STANDARD
 DR0500'DISKS SET IN BOULDERS.  REFERENCE
 DR0500'MARK NO. 1 IS 67.94 FEET (SLOPE) FROM STATION S 48 DEG 03 MIN E,
 DR0500'AND NO. 2 IS 120.45 FEET (SLOPE) FROM STATION
 DR0500'S 44 DEG 40 MIN W.  THE AZIMUTH MARK, A STANDARD DISK
 DR0500'SET IN BEDROCK, IS NEAR THE
 DR0500'CROSSROADS, 47 FEET SOUTH OF THE EAST-WEST ROAD, 182
 DR0500'FEET WEST OF THE NORTH-SOUTH ROAD, AND 0.5 MILE FROM STATION
 DR0500'S 60 DEG 28 MIN W.
 DR0500
 DR0500                          STATION RECOVERY (1935)
 DR0500
 DR0500'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 DR0500'12.8 MI N FROM PURCELLA SCHOOLHOUSE.
 DR0500'12.8 MI. N. OF ALONG ROAD TO GARCIANA RANCH ABOUT 3.3 MI. S.E. OF
 DR0500'GARCIANA RANCH, ON THE SOUTHER-MOST TIP OF A LOW ROLLING RIDGE THAT
 DR0500'RUNS N. AND S. AND SLOPES TO THE S. AND S.W.  MARK IS A TRIANGULATION
 DR0500'STATION.  NOTE-- .5 MI NE OF JUNCTION OF RDS LEADING TO GARCIANA RANCH
 DR0500'AND LOWERYS SHEEP CAMP.  SET ON TOP OF A BOULDER.
 DR0500
 DR0500                          STATION RECOVERY (1939)
 DR0500
 DR0500'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1939
 DR0500'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0499 ***********************************************************************
 DR0499  DESIGNATION -  ARABELLA E BASE AZ MK
 DR0499  PID         -  DR0499
 DR0499  STATE/COUNTY-  NM/LINCOLN
 DR0499  USGS QUAD   -  CISTERN DRAW (1981)
 DR0499
 DR0499                         *CURRENT SURVEY CONTROL
 DR0499  ___________________________________________________________________
 DR0499* NAD 83(1986)-  33 46 28.     (N)    105 03 47.     (W)     SCALED    
 DR0499* NAVD 88     -      1536.208  (meters)    5040.04   (feet)  ADJUSTED  
 DR0499  ___________________________________________________________________
 DR0499  GEOID HEIGHT-         -22.14  (meters)                     GEOID03
 DR0499  DYNAMIC HT  -        1533.990 (meters)    5032.77  (feet)  COMP
 DR0499  MODELED GRAV-     979,138.8   (mgal)                       NAVD 88
 DR0499
 DR0499  VERT ORDER  -  SECOND    CLASS 0
 DR0499
 DR0499.The horizontal coordinates were scaled from a topographic map and have
 DR0499.an estimated accuracy of +/- 6 seconds.
 DR0499
 DR0499.The orthometric height was determined by differential leveling
 DR0499.and adjusted by the National Geodetic Survey in June 1991..
 DR0499
 DR0499.The geoid height was determined by GEOID03.
 DR0499
 DR0499.The dynamic height is computed by dividing the NAVD 88
 DR0499.geopotential number by the normal gravity value computed on the
 DR0499.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0499.degrees latitude (g = 980.6199 gals.).
 DR0499
 DR0499.The modeled gravity was interpolated from observed gravity values.
 DR0499
 DR0499;                    North         East    Units  Estimated Accuracy
 DR0499;SPC NM C     -   308,270.      609,940.      MT  (+/- 180 meters Scaled)
 DR0499
 DR0499                          SUPERSEDED SURVEY CONTROL
 DR0499
 DR0499  NGVD 29 (??/??/92) 1535.503  (m)         5037.73   (f) ADJ UNCH    2 0
 DR0499
 DR0499.Superseded values are not recommended for survey control.
 DR0499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0499.See file dsdata.txt to determine how the superseded data were derived.
 DR0499
 DR0499_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDT941371(NAD 83)
 DR0499_MARKER: DZ = AZIMUTH MARK DISK
 DR0499_SETTING: 0 = UNSPECIFIED SETTING
 DR0499_STAMPING: E.B. AZIMUTH ARABELLA 1934
 DR0499_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR0499
 DR0499  HISTORY     - Date     Condition        Report By
 DR0499  HISTORY     - 1934     MONUMENTED       CGS
 DR0499  HISTORY     - 1939     GOOD             NGS
 DR0499
 DR0499                          STATION DESCRIPTION
 DR0499
 DR0499'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 DR0499'12.3 MI N FROM PURCELLA SCHOOLHOUSE.
 DR0499'12.3 MILES NORTH OF SCHOOLHOUSE ABOUT CENTRALLY LOCATED IN A TRIANGLE
 DR0499'FORMED BY CROSS ROADS.  182 FT. SOUTH-SOUTHWEST OF THE CENTERLINE OF
 DR0499'THE ROAD NORTHWEST TO THE GARCIANA RANCH.  29 YARDS NORTH OF THE
 DR0499'CENTERLINE OF AN EAST AND WEST ROAD.  47 FT. SOUTH OF THE CENTERLINE
 DR0499'OF A ROAD EAST-NORTHEAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0501 ***********************************************************************
 DR0501  DESIGNATION -  ARABELLA E BASE RM 1
 DR0501  PID         -  DR0501
 DR0501  STATE/COUNTY-  NM/LINCOLN
 DR0501  USGS QUAD   -  CISTERN DRAW (1981)
 DR0501
 DR0501                         *CURRENT SURVEY CONTROL
 DR0501  ___________________________________________________________________
 DR0501* NAD 83(1986)-  33 46 47.     (N)    105 03 28.     (W)     SCALED    
 DR0501* NAVD 88     -      1558.381  (meters)    5112.79   (feet)  ADJUSTED  
 DR0501  ___________________________________________________________________
 DR0501  GEOID HEIGHT-         -22.16  (meters)                     GEOID03
 DR0501  DYNAMIC HT  -        1556.135 (meters)    5105.42  (feet)  COMP
 DR0501  MODELED GRAV-     979,140.5   (mgal)                       NAVD 88
 DR0501
 DR0501  VERT ORDER  -  SECOND    CLASS 0
 DR0501
 DR0501.The horizontal coordinates were scaled from a topographic map and have
 DR0501.an estimated accuracy of +/- 6 seconds.
 DR0501
 DR0501.The orthometric height was determined by differential leveling
 DR0501.and adjusted by the National Geodetic Survey in June 1991..
 DR0501
 DR0501.The geoid height was determined by GEOID03.
 DR0501
 DR0501.The dynamic height is computed by dividing the NAVD 88
 DR0501.geopotential number by the normal gravity value computed on the
 DR0501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0501.degrees latitude (g = 980.6199 gals.).
 DR0501
 DR0501.The modeled gravity was interpolated from observed gravity values.
 DR0501
 DR0501;                    North         East    Units  Estimated Accuracy
 DR0501;SPC NM C     -   308,860.      610,420.      MT  (+/- 180 meters Scaled)
 DR0501
 DR0501                          SUPERSEDED SURVEY CONTROL
 DR0501
 DR0501  NGVD 29 (??/??/92) 1557.675  (m)         5110.47   (f) ADJ UNCH    2 0
 DR0501
 DR0501.Superseded values are not recommended for survey control.
 DR0501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0501.See file dsdata.txt to determine how the superseded data were derived.
 DR0501
 DR0501_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDT946377(NAD 83)
 DR0501_MARKER: DD = SURVEY DISK
 DR0501_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR0501_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DR0501_STAMPING: R.M. 1
 DR0501_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR0501+STABILITY: SURFACE MOTION
 DR0501
 DR0501  HISTORY     - Date     Condition        Report By
 DR0501  HISTORY     - 1934     MONUMENTED       CGS
 DR0501  HISTORY     - 1935     GOOD             NGS
 DR0501  HISTORY     - 1939     GOOD             NGS
 DR0501
 DR0501                          STATION DESCRIPTION
 DR0501
 DR0501'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DR0501'12.8 MI N FROM PURCELLA SCHOOLHOUSE.
 DR0501'12.8 MI. N. ALONG ROAD TO GARCIANA RANCH 3.3 MI. S.E. OF GARCIANA
 DR0501'RANCH, ON THE SOUTHER-MOST TIP OF A LOW ROLLING RIDGE THAT RUNS N. AND
 DR0501'S. AND SLOPES TO THE S. AND S.W.  NOTE-- .5 MI NE OF ROAD JUNCTION TO
 DR0501'GARCIANA RANCH AND LOWERYS SHEEP RANCH. SET ON TOP OF A BOULDER.
 DR0501
 DR0501                          STATION RECOVERY (1939)
 DR0501
 DR0501'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1939
 DR0501'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0502 ***********************************************************************
 DR0502  DESIGNATION -  ARABELLA E BASE RM 2
 DR0502  PID         -  DR0502
 DR0502  STATE/COUNTY-  NM/LINCOLN
 DR0502  USGS QUAD   -  CISTERN DRAW (1981)
 DR0502
 DR0502                         *CURRENT SURVEY CONTROL
 DR0502  ___________________________________________________________________
 DR0502* NAD 83(1986)-  33 46 47.     (N)    105 03 28.     (W)     SCALED    
 DR0502* NAVD 88     -      1557.837  (meters)    5111.00   (feet)  ADJUSTED  
 DR0502  ___________________________________________________________________
 DR0502  GEOID HEIGHT-         -22.16  (meters)                     GEOID03
 DR0502  DYNAMIC HT  -        1555.592 (meters)    5103.64  (feet)  COMP
 DR0502  MODELED GRAV-     979,140.5   (mgal)                       NAVD 88
 DR0502
 DR0502  VERT ORDER  -  SECOND    CLASS 0
 DR0502
 DR0502.The horizontal coordinates were scaled from a topographic map and have
 DR0502.an estimated accuracy of +/- 6 seconds.
 DR0502
 DR0502.The orthometric height was determined by differential leveling
 DR0502.and adjusted by the National Geodetic Survey in June 1991..
 DR0502
 DR0502.The geoid height was determined by GEOID03.
 DR0502
 DR0502.The dynamic height is computed by dividing the NAVD 88
 DR0502.geopotential number by the normal gravity value computed on the
 DR0502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0502.degrees latitude (g = 980.6199 gals.).
 DR0502
 DR0502.The modeled gravity was interpolated from observed gravity values.
 DR0502
 DR0502;                    North         East    Units  Estimated Accuracy
 DR0502;SPC NM C     -   308,860.      610,420.      MT  (+/- 180 meters Scaled)
 DR0502
 DR0502                          SUPERSEDED SURVEY CONTROL
 DR0502
 DR0502  NGVD 29 (??/??/92) 1557.129  (m)         5108.68   (f) ADJ UNCH    2 0
 DR0502
 DR0502.Superseded values are not recommended for survey control.
 DR0502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0502.See file dsdata.txt to determine how the superseded data were derived.
 DR0502
 DR0502_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDT946377(NAD 83)
 DR0502_MARKER: DD = SURVEY DISK
 DR0502_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR0502_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DR0502_STAMPING: R.M. 2
 DR0502_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR0502+STABILITY: SURFACE MOTION
 DR0502
 DR0502  HISTORY     - Date     Condition        Report By
 DR0502  HISTORY     - 1934     MONUMENTED       CGS
 DR0502  HISTORY     - 1935     GOOD             NGS
 DR0502  HISTORY     - 1939     GOOD             NGS
 DR0502
 DR0502                          STATION DESCRIPTION
 DR0502
 DR0502'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DR0502'12.8 MI N FROM PURCELLA SCHOOLHOUSE.
 DR0502'12.8 MI. N. ALONG ROAD TO GARCIANA RANCH.  3.3 MI. S.E. OF GARCIANA
 DR0502'RANCH, ON THE SOUTHER-MOST TIP OF A LOW ROLLING RIDE THAT RUNS N. AND
 DR0502'S. AND SLOPES TO THE S. AND S.W.  NOTE-- 0.5 MI NE OF RD JUNCTION SET
 DR0502'ON TOP OF BOULDER.
 DR0502
 DR0502                          STATION RECOVERY (1939)
 DR0502
 DR0502'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1939
 DR0502'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0933 ***********************************************************************
 DR0933  DESIGNATION -  ARABELLA W BASE
 DR0933  PID         -  DR0933
 DR0933  STATE/COUNTY-  NM/LINCOLN
 DR0933  USGS QUAD   -  HUFF HILL (1981)
 DR0933
 DR0933                         *CURRENT SURVEY CONTROL
 DR0933  ___________________________________________________________________
 DR0933* NAD 83(1992)-  33 46 46.18102(N)    105 09 45.65978(W)     ADJUSTED  
 DR0933* NAVD 88     -      1533.     (meters)    5030.     (feet)  SCALED    
 DR0933  ___________________________________________________________________
 DR0933  LAPLACE CORR-          -7.44  (seconds)                    DEFLEC99
 DR0933  GEOID HEIGHT-         -21.68  (meters)                     GEOID03
 DR0933
 DR0933  HORZ ORDER  -  FIRST
 DR0933
 DR0933.The horizontal coordinates were established by classical geodetic methods
 DR0933.and adjusted by the National Geodetic Survey in December 1993..
 DR0933
 DR0933.The orthometric height was scaled from a topographic map.
 DR0933
 DR0933.The Laplace correction was computed from DEFLEC99 derived deflections.
 DR0933
 DR0933.The geoid height was determined by GEOID03.
 DR0933
 DR0933;                    North         East     Units Scale Factor Converg.
 DR0933;SPC NM C     -   308,729.075   600,702.590   MT  1.00002498   +0 36 16.5
 DR0933;SPC NM C     - 1,012,888.64  1,970,805.08   sFT  1.00002498   +0 36 16.5
 DR0933;UTM  13      - 3,737,719.118   484,937.837   MT  0.99960280   -0 05 25.6
 DR0933
 DR0933!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR0933!SPC NM C     -   0.99976284  x   1.00002498  =   0.99978782
 DR0933!UTM  13      -   0.99976284  x   0.99960280  =   0.99936574
 DR0933
 DR0933|---------------------------------------------------------------------|
 DR0933| PID    Reference Object                     Distance      Geod. Az  |
 DR0933|                                                           dddmmss.s |
 DR0933| CJ5630 ARABELLA W BASE RM 1                 22.360 METERS 06055     |
 DR0933| CJ5629 ARABELLA W BASE AZ MK                              0855927.1 |
 DR0933| CJ5631 ARABELLA W BASE RM 2                 20.240 METERS 31501     |
 DR0933|---------------------------------------------------------------------|
 DR0933
 DR0933                          SUPERSEDED SURVEY CONTROL
 DR0933
 DR0933  NAD 83(1986)-  33 46 46.18505(N)    105 09 45.65784(W) AD(       ) 1
 DR0933  NAD 27      -  33 46 45.87980(N)    105 09 43.70310(W) AD(       ) 1
 DR0933
 DR0933.Superseded values are not recommended for survey control.
 DR0933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0933.See file dsdata.txt to determine how the superseded data were derived.
 DR0933
 DR0933_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDT8493837719(NAD 83)
 DR0933_MARKER: DS = TRIANGULATION STATION DISK
 DR0933_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR0933
 DR0933  HISTORY     - Date     Condition        Report By
 DR0933  HISTORY     - 1934     MONUMENTED       CGS
 DR0933  HISTORY     - 1962     GOOD             CGS
 DR0933
 DR0933                          STATION DESCRIPTION
 DR0933
 DR0933'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 DR0933'THE STATION IS TWELVE MILES AIR LINE NORTH OF ARABELA POST
 DR0933'OFFICE, ON TOP OF A BROAD, GRASSY RIDGE TO AN UNSURVEYED
 DR0933'TOWNSHIP, ON THE LOWREY RANCH AT A POINT TWO MILES EAST AND
 DR0933'THREE MILES NORTH OF TOWNSHIP CORNER, TPS. 6 AND 7 S., RS.
 DR0933'17 AND 18E.  TO REACH FROM WORSWICK AND YRIART RANCH (KNOWN
 DR0933'LOCALLY AS GARCIANAS RANCH), GO SOUTH 1.5 MILES ON THE MAIN
 DR0933'ROAD TO ROSWELL TO THE TOP OF THE GRADE, TURN RIGHT AT
 DR0933'CROSSROADS AND GO NORTHWEST 1.2 MILES ON A GOOD DIRT ROAD
 DR0933'BEARING WEST TO A GATE, PASS THROUGH GATE AND FOLLOW
 DR0933'MAIN-TRAVELED ROAD WEST AND WEST-SOUTHWEST 1.3 MILES,
 DR0933'PASS THROUGH A GATE AND TURN WEST ONTO MAIN ROAD AND GO
 DR0933'2.4 MILES, PASS THROUGH A GATE, LEAVE ROAD, TURN DUE
 DR0933'NORTH AND GO 0.4 MILE TO THE TOP OF HILL, GO DUE WEST 0.2
 DR0933'MILE TO THE STATION, WHICH IS 0.2 MILE WEST OF A
 DR0933'NORTH-AND-SOUTH SHEEP-PROOF FENCE.  THE STATION AND REFERENCE
 DR0933'MARKS ARE STANDARD DISKS SET IN CONCRETE.
 DR0933'THE UNDERGROUND AND AZIMUTH MARKS ARE STANDARD
 DR0933'DISKS SET IN BEDROCK.
 DR0933'REFERENCE MARK NO. 1 IS 22.36 METERS (73.4 FEET) FROM STATION
 DR0933'N 60 DEG 55 MIN E, AND NO. 2 IS 20.24 METERS (66.4 FEET)
 DR0933'FROM STATION N 44 DEG 09 MIN W.  THE AZIMUTH MARK IS
 DR0933'132.18 FEET WEST-SOUTHWEST OF A FENCE LINE, AND 0.15 MILE
 DR0933'FROM STATION N 86 DEG E.
 DR0933
 DR0933                          STATION RECOVERY (1962)
 DR0933
 DR0933'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (REA)
 DR0933'STATION AND ALL MARKS FOUND IN GOOD CONDITION.
 DR0933'
 DR0933'FROM THE LAST GATE IN ORIGINAL TO REACH, TURN SHARP RIGHT
 DR0933'ON TRACK ROAD AND GO NORTH, ALONG WEST SIDE OF FENCE, 0.4 MILES
 DR0933'TO WHERE ROAD TURNS TO THE WEST AND AZIMUTH MARK NORTH OF
 DR0933'TURN.  FOLLOW TRACK ROAD 0.2 MILE FURTHER TO A 4 FOOT ROCK
 DR0933'CAIRN AND THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0528 ***********************************************************************
 GN0528  DESIGNATION -  ARCHULETA
 GN0528  PID         -  GN0528
 GN0528  STATE/COUNTY-  NM/RIO ARRIBA
 GN0528  USGS QUAD   -  DULCE (1983)
 GN0528
 GN0528                         *CURRENT SURVEY CONTROL
 GN0528  ___________________________________________________________________
 GN0528* NAD 83(1992)-  36 59 00.58562(N)    106 58 14.16666(W)     ADJUSTED  
 GN0528* NAVD 88     -      2743.2    (meters)    9000.     (feet)  VERTCON   
 GN0528  ___________________________________________________________________
 GN0528  LAPLACE CORR-           6.07  (seconds)                    DEFLEC99
 GN0528  GEOID HEIGHT-         -18.17  (meters)                     GEOID03
 GN0528
 GN0528  HORZ ORDER  -  THIRD
 GN0528
 GN0528.The horizontal coordinates were established by classical geodetic methods
 GN0528.and adjusted by the National Geodetic Survey in December 1993..
 GN0528
 GN0528.The NAVD 88 height was computed by applying the VERTCON shift value to
 GN0528.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GN0528
 GN0528.The Laplace correction was computed from DEFLEC99 derived deflections.
 GN0528
 GN0528.The geoid height was determined by GEOID03.
 GN0528
 GN0528;                    North         East     Units Scale Factor Converg.
 GN0528;SPC NM C     -   663,881.397   435,850.108   MT  0.99995068   -0 26 00.7
 GN0528;SPC NM C     - 2,178,084.22  1,429,951.56   sFT  0.99995068   -0 26 00.7
 GN0528;UTM  13      - 4,094,856.342   324,616.069   MT  0.99997894   -1 11 08.8
 GN0528
 GN0528!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GN0528!SPC NM C     -   0.99957253  x   0.99995068  =   0.99952323
 GN0528!UTM  13      -   0.99957253  x   0.99997894  =   0.99955148
 GN0528
 GN0528:                Primary Azimuth Mark                     Grid Az
 GN0528:SPC NM C     -  JUANITA                                  273 24 56.5
 GN0528:UTM  13      -  JUANITA                                  274 10 04.6
 GN0528
 GN0528|---------------------------------------------------------------------|
 GN0528| PID    Reference Object                     Distance      Geod. Az  |
 GN0528|                                                           dddmmss.s |
 GN0528| GN0535 JUANITA                             APPROX.14.5 KM 2725855.8 |
 GN0528|---------------------------------------------------------------------|
 GN0528
 GN0528                          SUPERSEDED SURVEY CONTROL
 GN0528
 GN0528  NAD 83(1992)-  36 59 00.58583(N)    106 58 14.16883(W) AD(       ) 3
 GN0528  NAD 83(1986)-  36 59 00.58476(N)    106 58 14.17161(W) AD(       ) 3
 GN0528  NAD 27      -  36 59 00.55962(N)    106 58 12.02445(W) AD(       ) 3
 GN0528  NGVD 29 (07/19/86) 2741.9    (m)         8996.     (f) VERT ANG       
 GN0528
 GN0528.Superseded values are not recommended for survey control.
 GN0528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0528.See file dsdata.txt to determine how the superseded data were derived.
 GN0528
 GN0528_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCA2461694856(NAD 83)
 GN0528
 GN0528  HISTORY     - Date     Condition        Report By
 GN0528  HISTORY     - 1953     MONUMENTED       USGS
 GN0528  HISTORY     - 1953     GOOD             USGS
 GN0528
 GN0528                          STATION DESCRIPTION
 GN0528
 GN0528'DESCRIBED BY US GEOLOGICAL SURVEY 1953 (BTE)
 GN0528'STATION FOUND IN GOOD CONDITION AS DESCRIBED.
 GN0528'
 GN0528'STATION MARK--A USGS BRONZE TABLET, RATHER THAN A COPPER BOLT AS
 GN0528'STATED IN DESCRIPTION, SET IN SOLID ROCK.  (NOTE--EXTENSIVE LOGGING
 GN0528'OPERATIONS IS IN PROGRESS AT THIS TIME.  IT IS BELIEVED IN THE NEAR
 GN0528'FUTURE A JEEP CAN BE DRIVEN TO STATION ON THE W. SIDE OF THE MESA.)
 GN0528'
 GN0528'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0812 ***********************************************************************
 CW0812  DESIGNATION -  ARES PEAK
 CW0812  PID         -  CW0812
 CW0812  STATE/COUNTY-  NM/EDDY
 CW0812  USGS QUAD   -  ARES PEAK (1979)
 CW0812
 CW0812                         *CURRENT SURVEY CONTROL
 CW0812  ___________________________________________________________________
 CW0812* NAD 83(1992)-  32 16 21.17065(N)    104 47 57.30803(W)     ADJUSTED  
 CW0812* NAVD 88     -      1765.     (meters)    5791.     (feet)  VERTCON   
 CW0812  ___________________________________________________________________
 CW0812  LAPLACE CORR-          -3.86  (seconds)                    DEFLEC99
 CW0812  GEOID HEIGHT-         -22.25  (meters)                     GEOID03
 CW0812
 CW0812  HORZ ORDER  -  THIRD
 CW0812
 CW0812.The horizontal coordinates were established by classical geodetic methods
 CW0812.and adjusted by the National Geodetic Survey in December 1993..
 CW0812
 CW0812.The NAVD 88 height was computed by applying the VERTCON shift value to
 CW0812.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CW0812
 CW0812.The Laplace correction was computed from DEFLEC99 derived deflections.
 CW0812
 CW0812.The geoid height was determined by GEOID03.
 CW0812
 CW0812;                    North         East     Units Scale Factor Converg.
 CW0812;SPC NM E     -   141,183.135   121,108.371   MT  0.99993284   -0 14 55.6
 CW0812;SPC NM E     -   463,198.34    397,336.38   sFT  0.99993284   -0 14 55.6
 CW0812;SPC NM C     -   142,010.564   636,671.313   MT  1.00013028   +0 46 29.1
 CW0812;SPC NM C     -   465,912.99  2,088,812.47   sFT  1.00013028   +0 46 29.1
 CW0812;UTM  13      - 3,570,663.851   518,905.412   MT  0.99960441   +0 06 25.9
 CW0812
 CW0812!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CW0812!SPC NM E     -   0.99972649  x   0.99993284  =   0.99965935
 CW0812!SPC NM C     -   0.99972649  x   1.00013028  =   0.99985674
 CW0812!UTM  13      -   0.99972649  x   0.99960441  =   0.99933101
 CW0812
 CW0812:                Primary Azimuth Mark                     Grid Az
 CW0812:SPC NM E     -  TEXAS HILL 2                             352 20 30.8
 CW0812:SPC NM C     -  TEXAS HILL 2                             351 19 06.1
 CW0812:UTM  13      -  TEXAS HILL 2                             351 59 09.3
 CW0812
 CW0812|---------------------------------------------------------------------|
 CW0812| PID    Reference Object                     Distance      Geod. Az  |
 CW0812|                                                           dddmmss.s |
 CW0812| CW0808 TEXAS HILL 2                        APPROX.15.8 KM 3520535.2 |
 CW0812|---------------------------------------------------------------------|
 CW0812
 CW0812                          SUPERSEDED SURVEY CONTROL
 CW0812
 CW0812  NAD 83(1986)-  32 16 21.17354(N)    104 47 57.30579(W) AD(       ) 3
 CW0812  NAD 27      -  32 16 20.75851(N)    104 47 55.45042(W) AD(       ) 3
 CW0812  NGVD 29 (07/19/86) 1764.     (m)         5787.     (f) VERT ANG       
 CW0812
 CW0812.Superseded values are not recommended for survey control.
 CW0812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0812.See file dsdata.txt to determine how the superseded data were derived.
 CW0812
 CW0812_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SER1890570664(NAD 83)
 CW0812_MARKER: DD = SURVEY DISK
 CW0812_SETTING: 66 = SET IN ROCK OUTCROP
 CW0812_SP_SET: SET IN ROCK OUTCROP
 CW0812_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CW0812+STABILITY: POSITION/ELEVATION WELL
 CW0812_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CW0812+SATELLITE: SATELLITE OBSERVATIONS - May 16, 2003
 CW0812
 CW0812  HISTORY     - Date     Condition        Report By
 CW0812  HISTORY     - 1942     MONUMENTED       USGS
 CW0812  HISTORY     - 20030516 GOOD             INDIV
 CW0812
 CW0812                          STATION DESCRIPTION
 CW0812
 CW0812'DESCRIBED BY US GEOLOGICAL SURVEY 1942
 CW0812'LOCATED IN GUADALUPE MOUNTAINS, ABOUT 38 MI. (AIRLINE) W. OF CARLSBAD,
 CW0812'IN SEC. 27, T 23 S, R 21 E, ON HIGHEST PART OF SMALL HILL KNOWN AS
 CW0812'ARES PEAK.
 CW0812'
 CW0812'STATION MARK--STANDARD USGS BRONZE TABLET, STAMPED ---ARES PEAK
 CW0812'1942---, SET IN SOLID ROCK.
 CW0812'
 CW0812'REFERENCE MARK NO. 1--STANDARD USGS BRONZE REFERENCE MARK TABLET,
 CW0812'STAMPED ---ARES PEAK NO. 1---, SET IN SOLID ROCK, 16.60 FT. FROM
 CW0812'STATION, N 35 DEG 25 MIN E.
 CW0812'
 CW0812'REFERENCE MARK NO. 2--STANDARD USGS BRONZE REFERENCE TABLET, STAMPED
 CW0812'---ARES PEAK NO. 2---, SET IN SOLID ROCK, 20.90 FT. FROM STATION,
 CW0812'N 04 DEG 19 MIN W.
 CW0812
 CW0812                          STATION RECOVERY (2003)
 CW0812
 CW0812'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (TAR)
 CW0812'DESCRIPTION CORRECTION  STATION MARK-STANDARD USGS BENCH MARK BRONZE
 CW0812'TABLET- SETTING IS OK IN SOLID ROCK
 CW0812'REFERENCE MARK NO.1 - 16.60FT TO STATION,N 35DEG 25MIN E
 CW0812'REFERENCE MARK NO.2 - 20.90FT TO STATION,N 04DEG 19MIN W
 CW0812'(THE RMS ARE SOUTHERLY FROM THE STATION MARK)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0583 ***********************************************************************
 EP0583  DESIGNATION -  ARGONNE
 EP0583  PID         -  EP0583
 EP0583  STATE/COUNTY-  NM/GUADALUPE
 EP0583  USGS QUAD   -  TAPIA RANCH (1978)
 EP0583
 EP0583                         *CURRENT SURVEY CONTROL
 EP0583  ___________________________________________________________________
 EP0583* NAD 83(1992)-  34 48 53.33537(N)    105 03 10.46140(W)     ADJUSTED  
 EP0583* NAVD 88     -      1831.7    (meters)    6010.     (feet)  VERTCON   
 EP0583  ___________________________________________________________________
 EP0583  LAPLACE CORR-          -5.36  (seconds)                    DEFLEC99
 EP0583  GEOID HEIGHT-         -21.12  (meters)                     GEOID03
 EP0583
 EP0583  HORZ ORDER  -  FIRST
 EP0583
 EP0583.The horizontal coordinates were established by classical geodetic methods
 EP0583.and adjusted by the National Geodetic Survey in December 1993..
 EP0583
 EP0583.The NAVD 88 height was computed by applying the VERTCON shift value to
 EP0583.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EP0583
 EP0583.The Laplace correction was computed from DEFLEC99 derived deflections.
 EP0583
 EP0583.The geoid height was determined by GEOID03.
 EP0583
 EP0583;                    North         East     Units Scale Factor Converg.
 EP0583;SPC NM E     -   423,271.960    99,169.263   MT  0.99996249   -0 24 39.0
 EP0583;SPC NM E     - 1,388,684.76    325,357.82   sFT  0.99996249   -0 24 39.0
 EP0583;UTM  13      - 3,852,508.383   495,161.393   MT  0.99960029   -0 01 48.7
 EP0583
 EP0583!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EP0583!SPC NM E     -   0.99971588  x   0.99996249  =   0.99967838
 EP0583!UTM  13      -   0.99971588  x   0.99960029  =   0.99931628
 EP0583
 EP0583:                Primary Azimuth Mark                     Grid Az
 EP0583:SPC NM E     -  ARGONNE AZ MK                            058 26 54.5
 EP0583:UTM  13      -  ARGONNE AZ MK                            058 04 04.2
 EP0583
 EP0583|---------------------------------------------------------------------|
 EP0583| PID    Reference Object                     Distance      Geod. Az  |
 EP0583|                                                           dddmmss.s |
 EP0583| CJ5632 ARGONNE AZ MK                                      0580215.5 |
 EP0583| CJ5633 ARGONNE RM 1                         21.200 METERS 14513     |
 EP0583| CJ5634 ARGONNE RM 2                         21.053 METERS 24018     |
 EP0583|---------------------------------------------------------------------|
 EP0583
 EP0583                          SUPERSEDED SURVEY CONTROL
 EP0583
 EP0583  NAD 83(1986)-  34 48 53.34161(N)    105 03 10.45970(W) AD(       ) 1
 EP0583  NAD 27      -  34 48 53.12000(N)    105 03 08.46900(W) AD(       ) 1
 EP0583  NGVD 29 (07/19/86) 1830.9    (m)         6007.     (f) VERT ANG       
 EP0583
 EP0583.Superseded values are not recommended for survey control.
 EP0583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EP0583.See file dsdata.txt to determine how the superseded data were derived.
 EP0583
 EP0583_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDU9516152508(NAD 83)
 EP0583_MARKER: DS = TRIANGULATION STATION DISK
 EP0583_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EP0583
 EP0583  HISTORY     - Date     Condition        Report By
 EP0583  HISTORY     - 1934     MONUMENTED       CGS
 EP0583  HISTORY     - 1948     GOOD             CGS
 EP0583  HISTORY     - 1949     GOOD             CGS
 EP0583  HISTORY     - 1951     GOOD             CGS
 EP0583  HISTORY     - 1957     GOOD             CGS
 EP0583  HISTORY     - 1963     GOOD             USAF
 EP0583  HISTORY     - 1966     GOOD             AMS
 EP0583  HISTORY     - 1972     GOOD             NGS
 EP0583
 EP0583                          STATION DESCRIPTION
 EP0583
 EP0583'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 EP0583'ABOUT 17 MILES AIR LINE NORTHEAST OF VAUGHN ON ARGONNE MESA
 EP0583'WHICH IS THE FIRST MESA SOUTH OF PINTADA CANYON, ABOUT 100
 EP0583'YARDS NORTH OF SOUTH EDGE OF THE MESA, ABOUT 3/4 MILE NORTHWEST
 EP0583'OF A HEAVILY WOODED POINT, AND IN THE VICINITY OF A FEW
 EP0583'SCATTERED CEDAR TREES.  TO REACH FROM VAUGHN, GO EAST 1.0
 EP0583'MILE ON U.S. HIGHWAY 60, FOLLOW U.S. HIGHWAY 54 NORTHEAST
 EP0583'15.0 MILES TO SIDE ROAD TO LEFT (WEST), TURN LEFT (WEST)
 EP0583'ON SIDE ROAD AND GO ACROSS RAILROAD TRACKS AND THROUGH TWO
 EP0583'GATES, FOLLOW LEFT FORK (MAIN ROAD) 4.7 MILES TO TAPIA RANCH,
 EP0583'CONTINUE NORTHWEST 0.15 MILE, TURN WEST AT FENCE CORNER
 EP0583'AND GO 1.6 MILES ALONG FENCE, TURN AND GO NORTH 0.1 MILE
 EP0583'UP SLOPE OF MESA TO TOP, CONTINUE 0.5 MILE, TURN AND GO
 EP0583'EAST 0.65 MILE, FOLLOW RIGHT FORK 1.2 MILES, GO SOUTH 0.15
 EP0583'MILE ACROSS COUNTRY, TO THE STATION.  THE STATION,
 EP0583'REFERENCE, AND AZIMUTH MARKS ARE STANDARD DISKS SET IN
 EP0583'CONCRETE.  THE UNDERGROUND
 EP0583'MARK IS A STANDARD DISK SET IN BEDROCK.
 EP0583'REFERENCE MARK NO. 1 IS 21.211 METERS (69.59 FEET) FROM
 EP0583'STATION, AND NO. 2 IS 21.069
 EP0583'METERS (69.12 FEET) FROM STATION.
 EP0583'THE AZIMUTH MARK IS 35 FEET NORTH OF ROAD, AND
 EP0583'APPROXIMATELY 1/4 MILE FROM STATION.
 EP0583'BEARING FROM THE STATION TO AN AIRWAY BEACON IS N 42 DEG 20 MIN W.
 EP0583
 EP0583                          STATION RECOVERY (1948)
 EP0583
 EP0583'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (DHK)
 EP0583'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 EP0583'CONDITION.  A NEW TO REACH HAS BEEN WRITTEN BECAUSE OF CHANGES
 EP0583'IN ROADS.
 EP0583'
 EP0583'STATION IS LOCATED ABOUT 17 MILES AIR LINE NORTHEAST OF
 EP0583'VAUGHN ON ARGONNE MESA WHICH IS THE FIRST MESA SOUTH OF
 EP0583'PINTADA CANYON--ABOUT 100 YARDS NORTH OF SOUTH EDGE OF THE
 EP0583'MESA.  ABOUT 3/4 MILE NORTHWEST OF A HEAVILY WOODED POINT.
 EP0583'ABOUT 300 YARDS NORTHWEST OF A FENCE CORNER.  ABOUT 40 PACES
 EP0583'WEST OF A LINE FENCE--AND 5 FEET NORTHEAST OF A WHITE WITNESS
 EP0583'POST.  THE STATION MARK
 EP0583'PROJECTS 7 INCHES AND IS STAMPED, ARGONNE 1934.
 EP0583'
 EP0583'REFERENCE MARK NO. 1 IS AT THE SAME ELEVATION AS THE STATION
 EP0583'MARK, PROJECTS 8 INCHES, AND IS STAMPED, ARGONNE NO 1 1934.
 EP0583'
 EP0583'REFERENCE MARK NO. 2 IS AT THE SAME ELEVATION AS THE STATION
 EP0583'MARK, PROJECTS 8 INCHES, AND IS STAMPED, ARGONNE NO. 2 1934.
 EP0583'
 EP0583'THE AZIMUTH MARK IS ABOUT 35 FEET NORTH OF A TRACK ROAD,
 EP0583'PROJECTS 4 INCHES, AND IS STAMPED,
 EP0583'ARGONNE 1934.
 EP0583'
 EP0583'TO REACH THE STATION FROM VAUGHN, GO EAST 1.0 MILE ON U.S.
 EP0583'HIGHWAY 60.  TURN LEFT ON U.S. HIGHWAY 54 AND GO 14.8 MILES
 EP0583'TO SIDE ROAD LEFT.  TURN LEFT, WEST, AND CROSS RAILROAD
 EP0583'TRACK PASSING THROUGH TWO IRON GATES.  TAKE RIGHT FORK AT
 EP0583'SECOND IRON GATE AND GO 0.9 MILE ON THE MAIN TRAVELED ROAD
 EP0583'TO FORK.  KEEP RIGHT FORK ON MAIN TRAVELED ROAD AND GO 1.2
 EP0583'MILE TO BOARD GATE AND RANCH BUILDINGS ACROSS ROAD.  PASS
 EP0583'THROUGH GATE.  TURN LEFT AND GO 2.0 MILES TO A CATTLE GUARD ON
 EP0583'THE RIGHT.  TURN RIGHT, CROSS CATTLE GUARD AND FOLLOW MAIN
 EP0583'TRAVELED ROAD FOR 2.1 MILES TO A CATTLE GUARD AND OLD RANCH
 EP0583'BUILDINGS ON LEFT.  CROSS CATTLE GUARD AND GO 0.4 MILE TO
 EP0583'HOUSE AND RANCH BUILDINGS.  GO TO LEFT OF HOUSE AND
 EP0583'BUILDINGS, PASSING THROUGH TWO GATES, AND GO 0.2 MILE TO A
 EP0583'FORK--TAKE LEFT FORK FOR 0.05 MILE TO WIRE GATE--PASS
 EP0583'THROUGH GATE AND GO 1.15 MILE TO WIRE GATE--PASS THROUGH
 EP0583'GATE AND GO 0.6 MILE TO FORK.  TAKE RIGHT FORK AND FOLLOW
 EP0583'MAIN TRAVELED ROAD FOR 2.0 MILES TO WIRE GATE--PASS
 EP0583'THROUGH GATE AND TURN SHARP RIGHT AND FOLLOW FENCE LINE FOR
 EP0583'0.4 MILE TO DIM TRACK ROAD LEFT.  TURN LEFT AND GO
 EP0583'SOUTHEAST ACROSS COUNTRY FOR 0.3 MILE TO STATION.  A DRIVE
 EP0583'STATION.
 EP0583'
 EP0583'OBSERVATIONS MADE FROM A 1.48 M TRIPOD.
 EP0583'
 EP0583'NOTE--THERE WERE SLIGHT DIFFERENCES IN DISTANCE TO THE TWO
 EP0583'REFERENCE MARKS AND APPROXIMATELY 2 MINUTES DIFFERENCE IN
 EP0583'ANGLE BUT THERE IS NO EVIDENCE OF MOVEMENT.  THE OBSERVATIONS
 EP0583'SHOWN ABOVE ARE CORRECT.
 EP0583
 EP0583                          STATION RECOVERY (1949)
 EP0583
 EP0583'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (DHK)
 EP0583'STATION RECOVERED, ALL MARKS FOUND IN GOOD CONDITION AND
 EP0583'AS DESCRIBED EXCEPT FOR A SLIGHT DIFFERENCE IN DISTANCE TO
 EP0583'THE REFERENCE MARKS.  A NEW TO REACH FOLLOWS.
 EP0583'
 EP0583'THE STATION IS LOCATED ABOUT 19.0 MILES AIR LINE NORTHEAST
 EP0583'OF VAUGHN ON THE FIRST MESA SOUTH OF PINTADA CANYON, WHICH
 EP0583'IS ARGONNE MESA.  THERE ARE A FEW SCATTERED CEDAR TREES
 EP0583'ON THE MESA AND A HEAVILY WOODED POINT ABOUT 0.7 MILE AIR
 EP0583'LINE SOUTHEAST OF THE STATION.
 EP0583'THE STATION MARK IS SET 100 YARDS NORTH OF
 EP0583'THE SOUTH EDGE OF THE MESA, 6 PACES NORTHEAST OF A WHITE
 EP0583'WITNESS POST, PROJECTS 5 INCHES AND IS STAMPED, ARGONNE 1934.
 EP0583'
 EP0583'REFERENCE MARK NO. 1 IS
 EP0583'SET APPROXIMATELY 6 INCHES LOWER THAN THE STATION, PROJECTS
 EP0583'6 INCHES AND IS STAMPED, ARGONNE NO. 1 1934.
 EP0583'
 EP0583'REFERENCE MARK NO. 2 IS
 EP0583'SET APPROXIMATELY THE SAME ELEVATION AS THE STATION, PROJECTS
 EP0583'6 INCHES AND IS STAMPED, ARGONNE NO. 2 1934.
 EP0583'
 EP0583'THE AZIMUTH MARK IS A STANDARD
 EP0583'REFERENCE MARK DISK.  THE MARK IS SET 8 PACES WEST OF A
 EP0583'TRACK ROAD, 2 FEET WEST OF A WHITE WITNESS POST, PROJECTS
 EP0583'6 INCHES AND IS STAMPED, ARGONNE AZIMUTH 1934.
 EP0583'
 EP0583'TO REACH THE STATION FROM PASTURA, DRIVE SOUTHWEST ON U.S.
 EP0583'HIGHWAY 54 FOR 4.15 MILES TO A SIDE ROAD RIGHT AT TWO PIPE
 EP0583'GATES NEAR RAILROAD MILE POST 1543.  TURN RIGHT OFF THE
 EP0583'HIGHWAY AND PASS THROUGH THE TWO GATES, CROSS THE RAILROAD
 EP0583'TRACKS AND FOLLOW A BLADED ROAD FOR 1.9 MILES TO A BOARD
 EP0583'GATE AT OLD RANCH BUILDINGS.  PASS THROUGH THE GATE AND TURN
 EP0583'LEFT ON A DIRT ROAD FOR 2.0 MILES TO A CATTLE GUARD AND
 EP0583'ROAD ON THE RIGHT.  TURN RIGHT AND FOLLOW THE MAIN ROAD FOR
 EP0583'2.4 MILES TO RANCH BUILDINGS AT THE BASE OF THE MESA.  PASS
 EP0583'TO THE LEFT OF THE BUILDINGS AND THENCE THROUGH THE CORRAL
 EP0583'ON AN OLD TRACK ROAD FOR 2.2 MILES TO A FORK AT A DRY LAKE
 EP0583'BED ON TOP OF THE MESA.  KEEP THE RIGHT FORK FOR 0.1 MILE
 EP0583'TO AN OLD FENCE LINE WITH NO WIRE ON THE POSTS.  CONTINUE
 EP0583'STRAIGHT AHEAD ON THE MAIN TRACK ROAD FOR 1.7 MILES TO A WIRE
 EP0583'GATE.  PASS THROUGH THE GATE AND TURN RIGHT ON A DIM TRACK
 EP0583'ROAD FOR 0.5 MILE.  FROM HERE TURN LEFT CROSS COUNTRY FOR
 EP0583'0.3 MILE TO THE STATION.  TO REACH THE AZIMUTH MARK FROM
 EP0583'THE STATION DRIVE NORTHEASTERLY CROSS COUNTRY FOR 0.3
 EP0583'MILE TO THE MARK AS DESCRIBED ABOVE.  A DRIVE STATION.
 EP0583'
 EP0583'OBSERVATIONS MADE FROM A 4.6 METER TRIPOD.
 EP0583
 EP0583                          STATION RECOVERY (1951)
 EP0583
 EP0583'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (WRH)
 EP0583'THE STATION WAS RECOVERED AS DESCRIBED AND ALL THE MARKS
 EP0583'WERE IN GOOD CONDITION.  THE STATION WAS OBSERVED ON BUT
 EP0583'NOT OCCUPIED.  THE DESCRIPTION OF THE ROUTE TO THE STATION
 EP0583'WAS FOUND TO BE INADEQUATE AND A CORRECTED DESCRIPTION FOLLOWS.
 EP0583'
 EP0583'TO REACH THE STATION FROM THE RAILROAD DEPOT IN PASTURA, A
 EP0583'SMALL TOWN 19 MILES BY ROAD SOUTHWEST OF SANTA ROSA, GO WEST
 EP0583'FOR 0.2 MILE TO A CATTLE GUARD AND A RAILROAD CROSSING ON
 EP0583'THE LEFT.  TURN LEFT AND GO 200 YARDS TO THE MAIN TRAVELED
 EP0583'ROAD GOING WEST.  TURN LEFT, WEST, AND FOLLOW THE GRADED
 EP0583'ROAD FOR 5.5 MILES TO A T-ROAD RIGHT.  TURN RIGHT, NORTH, AND
 EP0583'GO 2.4 MILES TO THE RANCH HOME OF MR. TAPIA.  TURN LEFT,
 EP0583'WEST, AND FOLLOW A TRACK ROAD FOR 1.9 MILES TO THE FOOT OF
 EP0583'A GRADE.  TURN RIGHT, NORTH, AND GO 0.1 MILE TO THE TOP OF
 EP0583'THE GRADE AND THE SUMMIT OF A LARGE MESA.  TAKE THE LEFT
 EP0583'FORK AND FOLLOW THE TRACK ROAD, NORTHEASTERLY, FOR 2.0
 EP0583'MILES TO A GATE.  PASS THROUGH THE GATE AND TURN RIGHT,
 EP0583'SOUTH, AND FOLLOW THE FENCE FOR 0.5 MILE TO A T-ROAD
 EP0583'LEFT.  TURN LEFT, EAST, AND GO 0.2 MILE TO THE TOP OF THE
 EP0583'RIDGE.  TURN LEFT, NORTH, AND GO CROSS COUNTRY FOR 0.1
 EP0583'MILE TO THE STATION.
 EP0583
 EP0583                          STATION RECOVERY (1957)
 EP0583
 EP0583'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (GEB)
 EP0583'STATION WAS FOUND IN FAIR CONDITION.  IT COULD NOT BE USED
 EP0583'IN OUR WORK SO REFERENCE MARKS AND THE AZIMUTH MARKER WERE
 EP0583'NOT LOOKED FOR.  HOWEVER, A NEW DESCRIPTION FOLLOWS.
 EP0583'
 EP0583'TO REACH STATION FROM VAUGHN, N. MEX. GO EAST 1.0 MILES ON
 EP0583'U.S. 60, TURN LEFT ON HIGHWAY 54 AND 90 14.8 MILES TO SIDE
 EP0583'ROAD TO LEFT AT R.R. MILE POST 543.  CROSS R.R. TRACKS GOING
 EP0583'THROUGH TWO IRON GATES AND FOLLOW MAIN TRAVELED ROAD 2.1 MILES
 EP0583'TO WIRE GATE AND RANCH BUILDINGS.  PASS THROUGH GATE AND TURN
 EP0583'LEFT FOR 2.0 MILES TO CATTLE GUARD ON RIGHT.  TURN RIGHT ACROSS
 EP0583'CATTLE GUARD AND FOLLOW MAIN ROAD 0.4 MILES TO WIRE GATE IN
 EP0583'RANCH HOUSE YARD.  PASS THROUGH GATE AND TURN LEFT ON TRACK
 EP0583'ROAD IN FRONT OF RANCH BUILDINGS 0.25 MILES TO FORK.  TAKE
 EP0583'RIGHT FORK AND GO 0.45 MILES TO WIRE GATE, PASS THROUGH GATE
 EP0583'AND CONTINUE FOR 1.2 MILES ALONG FOOT OF MESA TO FORK.
 EP0583'TAKE LEFT FORK AND GO 0.05 MILES TO FORK AT THE TOP OF
 EP0583'THE MESA, AND TAKE RIGHT FORK AND GO 0.25 MILES TO FORK ON
 EP0583'EAST SIDE OF SINK HOLE.  TAKE RIGHT FORK AND GO 0.35
 EP0583'MILES TO A FORK.  TAKE LEFT FORK AND GO 0.9 MILES TO WIRE
 EP0583'GATE.  PASS THROUGH GATE AND GO 0.65 MILES TO WIRE GATE.
 EP0583'PASS THROUGH GATE AND MAKE SHARP RIGHT TURN AND FOLLOW
 EP0583'FENCE LINE SOUTH 0.4 MILES TO DIM TRACK ROAD LEFT, TURN
 EP0583'LEFT AND GO 0.3 MILES SOUTHEAST CROSS COUNTRY TO STATION.
 EP0583
 EP0583                          STATION RECOVERY (1963)
 EP0583
 EP0583'RECOVERY NOTE BY US AIR FORCE 1963
 EP0583'STATION FOUND IN GOOD CONDITION.  DESCRIPTION ADEQUATE.
 EP0583
 EP0583                          STATION RECOVERY (1966)
 EP0583
 EP0583'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1966 (TAP)
 EP0583'TO REACH FROM THE JUNCTION OF US HIGHWAY 54 AND THE DIRT ROAD TO
 EP0583'PASTURA, GO SOUTHWEST ON US HIGHWAY 54 FOR 4.15 MILES TO A SIDE ROAD
 EP0583'RIGHT, TURN RIGHT, NORTHWEST, ON A DIRT ROAD.  PASS THROUGH GATE
 EP0583'AND GO 1.9 MILES TO A GATE, PASS THROUGH GATE AND TURN LEFT, GO 2.0
 EP0583'MILES THROUGH A GATE TO A GATE ON THE RIGHT, TURN RIGHT THROUGH GATE
 EP0583'AND GO 2.1 MILES TO A GATE AT SOME RANCH HOUSES, PASS THROUGH
 EP0583'GATE AND TURN LEFT, GO 0.7 MILES TO A GATE AND PASS THROUGH GATE,
 EP0583'CONTINUE FOR 1.25 MILES TO THE TOP OF A MESA AND A FORK, TAKE THE
 EP0583'RIGHT FORK AND GO 1.4 MILES TO A GATE AND PASS THROUGH GATE,
 EP0583'CONTINUE FOR 0.65 MILES TO A GATE, PASS THROUGH GATE, TURN RIGHT ON
 EP0583'TRACK ROAD AND GO 0.5 MILES TO A DIM TRACK ROAD ON THE LEFT,
 EP0583'BEAR LEFT, NORTHWEST, AND GO 0.3 MILES TO THE STATION.
 EP0583
 EP0583                          STATION RECOVERY (1972)
 EP0583
 EP0583'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (CWW)
 EP0583'STATION WAS RECOVERED AS PREVIOUSLY DESCRIBED AND ALL MARKS
 EP0583'WERE FOUND IN GOOD CONDITION.
 EP0583'
 EP0583'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--17 MILES
 EP0583'NORTHEAST OF VAUGHN
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS1381 ***********************************************************************
 DS1381  DESIGNATION -  ARK 51 A
 DS1381  PID         -  DS1381
 DS1381  STATE/COUNTY-  NM/SIERRA
 DS1381  USGS QUAD   -  ROMERO CANYON (1980)
 DS1381
 DS1381                         *CURRENT SURVEY CONTROL
 DS1381  ___________________________________________________________________
 DS1381* NAD 83(1992)-  33 23 34.47097(N)    107 10 30.12142(W)     ADJUSTED  
 DS1381* NAVD 88     -      1403.     (meters)    4603.     (feet)  SCALED    
 DS1381  ___________________________________________________________________
 DS1381  LAPLACE CORR-           0.71  (seconds)                    DEFLEC99
 DS1381  GEOID HEIGHT-         -23.09  (meters)                     GEOID03
 DS1381
 DS1381  HORZ ORDER  -  SECOND
 DS1381
 DS1381.The horizontal coordinates were established by classical geodetic methods
 DS1381.and adjusted by the National Geodetic Survey in December 1993..
 DS1381
 DS1381.The orthometric height was scaled from a topographic map.
 DS1381
 DS1381.The Laplace correction was computed from DEFLEC99 derived deflections.
 DS1381
 DS1381.The geoid height was determined by GEOID03.
 DS1381
 DS1381;                    North         East     Units Scale Factor Converg.
 DS1381;SPC NM W     -   265,521.936   891,241.522   MT  0.99996289   +0 21 44.4
 DS1381;SPC NM W     -   871,133.22  2,924,014.89   sFT  0.99996289   +0 21 44.4
 DS1381;SPC NM C     -   265,706.229   413,944.941   MT  0.99999127   -0 30 32.9
 DS1381;SPC NM C     -   871,737.85  1,358,084.36   sFT  0.99999127   -0 30 32.9
 DS1381;UTM  13      - 3,696,960.124   297,703.457   MT  1.00010457   -1 11 51.0
 DS1381
 DS1381!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS1381!SPC NM W     -   0.99978346  x   0.99996289  =   0.99974635
 DS1381!SPC NM C     -   0.99978346  x   0.99999127  =   0.99977473
 DS1381!UTM  13      -   0.99978346  x   1.00010457  =   0.99988800
 DS1381
 DS1381|---------------------------------------------------------------------|
 DS1381| PID    Reference Object                     Distance      Geod. Az  |
 DS1381|                                                           dddmmss.s |
 DS1381| CD1525 ARK 51 A RM 2                         6.188 METERS 07016     |
 DS1381| CD1523 ARK 51 A AZ MK                                     2241303.7 |
 DS1381| CD1524 ARK 51 A RM 1                                      33637     |
 DS1381|---------------------------------------------------------------------|
 DS1381
 DS1381                          SUPERSEDED SURVEY CONTROL
 DS1381
 DS1381  NAD 83(1986)-  33 23 34.47910(N)    107 10 30.12429(W) AD(       ) 2
 DS1381  NAD 27      -  33 23 34.22100(N)    107 10 28.00924(W) AD(       ) 2
 DS1381
 DS1381.Superseded values are not recommended for survey control.
 DS1381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS1381.See file dsdata.txt to determine how the superseded data were derived.
 DS1381
 DS1381_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBS9770396960(NAD 83)
 DS1381_MARKER: I = METAL ROD
 DS1381_SETTING: 0 = UNSPECIFIED SETTING
 DS1381
 DS1381  HISTORY     - Date     Condition        Report By
 DS1381  HISTORY     - 1954     MONUMENTED       CGS
 DS1381  HISTORY     - 1959     GOOD             USGS
 DS1381
 DS1381                          STATION DESCRIPTION
 DS1381
 DS1381'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (WRH)
 DS1381'THE STATION IS LOCATED ON THE TOP OF A LOW, ROCKY HILL ON THE
 DS1381'WEST SIDE OF THE RIO GRANDE RIVER, ABOUT 5 MILES AIRLINE EAST
 DS1381'OF U.S. HIGHWAY 85, ABOUT 19 MILES AIRLINE NORTH-NORTHEAST OF
 DS1381'TRUTH OR CONSEQUENCES, AND ABOUT 41 MILES AIRLINE SOUTH-SOUTHWEST
 DS1381'OF SAN ANTONIO.
 DS1381'
 DS1381'TO REACH THE STATION FROM THE POST OFFICE IN SAN ANTONIO GO
 DS1381'SOUTH ON U.S. HIGHWAY 85 FOR 26.2 MILES TO THE FORT CRAIG
 DS1381'STORE ON THE RIGHT.  KEEP STRAIGHT AHEAD, SOUTH, ON THE HIGHWAY
 DS1381'AND GO 18.9 MILES TO A SIDE ROAD AND A SIGN MONTICELLO ON THE
 DS1381'RIGHT.  KEEP STRAIGHT AHEAD, SOUTH, ON THE HIGHWAY AND GO 0.8
 DS1381'MILE TO A SIDE ROAD AND A CATTLE GUARD ON THE LEFT.  TURN LEFT,
 DS1381'CROSS THE CATTLE GUARD, AND GO EAST 5.4 MILES TO A FORK, A
 DS1381'CORRAL ON THE RIGHT, AND THE AZIMUTH MARK.  TURN LEFT AND GO
 DS1381'NORTH 0.5 MILE.  TURN RIGHT OFF THE ROAD AND GO CROSS
 DS1381'COUNTRY NORTH 0.2 MILE TO THE TOP OF THE HILL AND THE
 DS1381'STATION NEAR A WITNESS POST.
 DS1381'
 DS1381'THE STATION MARK IS A 3-INCH HOLLOW IRON PIPE CEMENTED IN SOME
 DS1381'ROCKS AND PROJECTING 12 INCHES ABOVE THE GROUND.  IT IS 10 FEET
 DS1381'SOUTHWEST OF A WITNESS POST.
 DS1381'
 DS1381'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED ARK 51A USRS
 DS1381'NO 1 1954 CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT
 DS1381'PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS 1 FOOT SOUTHWEST OF
 DS1381'A 1-FOOT CAIRN AND 2 FEET LOWER THAN THE STATION.
 DS1381'
 DS1381'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED ARK 51A USRS
 DS1381'NO 2 1954 CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK
 DS1381'THAT PROJECTS 1 INCH ABOVE THE GROUND AND IS 18 INCHES LOWER
 DS1381'THAN THE STATION.
 DS1381'
 DS1381'THE AZIMUTH MARK IS A STANDARD DISK STAMPED ARK 51A USRS 1954
 DS1381'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT PROJECTS
 DS1381'3 INCHES ABOVE THE GROUND.  IT IS 36 FEET NORTH OF THE CENTERLINE
 DS1381'OF AN EAST-WEST ROAD, 41 FEET SOUTHEAST OF THE CENTERLINE OF A
 DS1381'ROAD THAT CURVES TO THE NORTH, AND 109 FEET NORTH OF THE
 DS1381'NORTHWEST CORNER OF A CORRAL.
 DS1381
 DS1381                          STATION RECOVERY (1959)
 DS1381
 DS1381'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 DS1381'RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0092 ***********************************************************************
 CX0092  DESIGNATION -  ARKY
 CX0092  PID         -  CX0092
 CX0092  STATE/COUNTY-  NM/OTERO
 CX0092  USGS QUAD   -  LAKE LUCERO NE (1982)
 CX0092
 CX0092                         *CURRENT SURVEY CONTROL
 CX0092  ___________________________________________________________________
 CX0092* NAD 83(1986)-  32 38 59.     (N)    106 20 58.     (W)     SCALED    
 CX0092* NAVD 88     -      1206.504  (meters)    3958.34   (feet)  ADJUSTED  
 CX0092  ___________________________________________________________________
 CX0092  GEOID HEIGHT-         -23.41  (meters)                     GEOID03
 CX0092  DYNAMIC HT  -        1204.739 (meters)    3952.55  (feet)  COMP
 CX0092  MODELED GRAV-     979,133.8   (mgal)                       NAVD 88
 CX0092
 CX0092  VERT ORDER  -  SECOND    CLASS 0
 CX0092
 CX0092.The horizontal coordinates were scaled from a topographic map and have
 CX0092.an estimated accuracy of +/- 6 seconds.
 CX0092
 CX0092.The orthometric height was determined by differential leveling
 CX0092.and adjusted by the National Geodetic Survey in June 1991..
 CX0092
 CX0092.The geoid height was determined by GEOID03.
 CX0092
 CX0092.The dynamic height is computed by dividing the NAVD 88
 CX0092.geopotential number by the normal gravity value computed on the
 CX0092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0092.degrees latitude (g = 980.6199 gals.).
 CX0092
 CX0092.The modeled gravity was interpolated from observed gravity values.
 CX0092
 CX0092;                    North         East    Units  Estimated Accuracy
 CX0092;SPC NM C     -   182,910.      490,670.      MT  (+/- 180 meters Scaled)
 CX0092
 CX0092                          SUPERSEDED SURVEY CONTROL
 CX0092
 CX0092  NGVD 29 (??/??/92) 1205.925  (m)         3956.44   (f) ADJ UNCH    2 0
 CX0092
 CX0092.Superseded values are not recommended for survey control.
 CX0092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0092.See file dsdata.txt to determine how the superseded data were derived.
 CX0092
 CX0092_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS734132(NAD 83)
 CX0092_MARKER: DD = SURVEY DISK
 CX0092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX0092_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CX0092_STAMPING: ARKY WSPG FDL
 CX0092_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX0092+STABILITY: SURFACE MOTION
 CX0092
 CX0092  HISTORY     - Date     Condition        Report By
 CX0092  HISTORY     - UNK      MONUMENTED       WSMR
 CX0092  HISTORY     - 1966     GOOD             NGS
 CX0092
 CX0092                          STATION DESCRIPTION
 CX0092
 CX0092'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 CX0092'22.15 MI NNE FROM WHITE SANDS MISSILE RANGE.
 CX0092'4.15 MILES NORTH ALONG THE ACCESS ROAD FROM THE HEADQUARTERS BUILDING
 CX0092'AT WHITE SANDS MISSILE RANGE.  THENCE 4.3 MILES NORTHEAST ALONG U. S.
 CX0092'HIGHWAY 70.  THENCE 0.6 MILE NORTHWEST ALONG ACCESS ROAD LEADING TO
 CX0092'SMALL MISSILE RANGE.  THENCE 8.8 MILES NORTH ALONG OLD WSMR 7. THENCE
 CX0092'4.2 MILES EAST NORTHEAST ALONG OLD U. S. HIGHWAY 70 (GRAVEL ROAD).
 CX0092'THENCE 0.1 MILE NORTH ALONG A TRACK ROAD LEADING TO ARKY SITE ON THE
 CX0092'TOP OF A SMALL KNOLL.  63 FEET SOUTHWEST OF SOUTHWEST CORNER OF A
 CX0092'METAL BUILDING.  72 FEET SOUTH SOUTHWEST OF A TELEPHONE POLE. 36 FEET
 CX0092'SOUTHWEST OF RM 2.  33 FEET SOUTH OF RM 1, SET IN THE TOP OF A 6 INCH
 CX0092'CIRCULAR CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1490 ***********************************************************************
 CX1490  DESIGNATION -  ARKY 2
 CX1490  PID         -  CX1490
 CX1490  STATE/COUNTY-  NM/OTERO
 CX1490  USGS QUAD   -  LAKE LUCERO NE (1982)
 CX1490
 CX1490                         *CURRENT SURVEY CONTROL
 CX1490  ___________________________________________________________________
 CX1490* NAD 83(1992)-  32 38 59.70382(N)    106 21 02.85906(W)     ADJUSTED  
 CX1490* NAVD 88     -      1201.84   (+/-2cm)    3943.0    (feet)  VERTCON   
 CX1490  ___________________________________________________________________
 CX1490  LAPLACE CORR-          -0.49  (seconds)                    DEFLEC99
 CX1490  GEOID HEIGHT-         -23.40  (meters)                     GEOID03
 CX1490
 CX1490  HORZ ORDER  -  FIRST
 CX1490  VERT ORDER  -  THIRD ? (See Below)
 CX1490
 CX1490.The horizontal coordinates were established by classical geodetic methods
 CX1490.and adjusted by the National Geodetic Survey in December 1993..
 CX1490
 CX1490.The NAVD 88 height was computed by applying the VERTCON shift value to
 CX1490.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CX1490.The vertical order pertains to the NGVD 29 superseded value.
 CX1490
 CX1490.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1490
 CX1490.The geoid height was determined by GEOID03.
 CX1490
 CX1490;                    North         East     Units Scale Factor Converg.
 CX1490;SPC NM C     -   182,935.316   490,544.380   MT  0.99990110   -0 03 15.8
 CX1490;SPC NM C     -   600,180.28  1,609,394.35   sFT  0.99990110   -0 03 15.8
 CX1490;UTM  13      - 3,613,283.648   373,313.519   MT  0.99979790   -0 43 43.9
 CX1490
 CX1490!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1490!SPC NM C     -   0.99981501  x   0.99990110  =   0.99971613
 CX1490!UTM  13      -   0.99981501  x   0.99979790  =   0.99961295
 CX1490
 CX1490|---------------------------------------------------------------------|
 CX1490| PID    Reference Object                     Distance      Geod. Az  |
 CX1490|                                                           dddmmss.s |
 CX1490| CC5978 ARKY 2 RM 1                          32.391 METERS 05842     |
 CX1490| CX1486 SE 30                               APPROX. 2.8 KM 0585352.8 |
 CX1490| CC5979 ARKY 2 RM 2                          16.837 METERS 24817     |
 CX1490|---------------------------------------------------------------------|
 CX1490
 CX1490                          SUPERSEDED SURVEY CONTROL
 CX1490
 CX1490  NAD 83(1986)-  32 38 59.71040(N)    106 21 02.85977(W) AD(       ) 1
 CX1490  NAD 27      -  32 38 59.39830(N)    106 21 00.87764(W) AD(       ) 1
 CX1490  NGVD 29 (07/19/86) 1201.26   (m)         3941.1    (f) LEVELING    3  
 CX1490
 CX1490.Superseded values are not recommended for survey control.
 CX1490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1490.See file dsdata.txt to determine how the superseded data were derived.
 CX1490
 CX1490_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS7331413284(NAD 83)
 CX1490_MARKER: DS = TRIANGULATION STATION DISK
 CX1490_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX1490_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CX1490
 CX1490  HISTORY     - Date     Condition        Report By
 CX1490  HISTORY     - 1968     MONUMENTED       CGS
 CX1490
 CX1490                          STATION DESCRIPTION
 CX1490
 CX1490'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JBJ)
 CX1490'THE STATION IS ABOUT 20 MILES NORTHEAST OF MISSILE RANGE HEADQURTERS
 CX1490'AND 4 MILES NORTHWEST OF U.S. HIGHWAY 70.
 CX1490'
 CX1490'TO REACH THE STATION FROM THE HEADQUARTERS BUILDING, GO NORTH ON
 CX1490'HEADQUARTERS AVENUE PASSING THROUGH A CHECK POINT, FOR 4.0 MILES TO
 CX1490'U.S. HIGHWAY 70.  TURN RIGHT AND GO NORTHEAST ON U.S. HIGHWAY 70,
 CX1490'FOR 4.25 MILES TO ROUTE 7 ON THE LEFT.  TURN LEFT AND GO NORTHWEST
 CX1490'AND NORTH ON ROUTE 7 FOR 9.15 MILES TO A PAVED SIDE ROAD RIGHT.
 CX1490'TURN RIGHT AND GO EAST FOR 1.6 MILES TO A GRAVELED CROSS ROAD.
 CX1490'TURN LEFT AND GO NORTH ON A GRAVELED ROAD FOR 0.7 MILE TO A FORK,
 CX1490'BEAR RIGHT AND GO NORTHEAST FOR 4.2 MILES TO A SIDE ROAD LEFT.  TURN
 CX1490'LEFT AND GO NORTH FOR 0.1 MILE TO THE STATION.  TO REACH BENCH
 CX1490'MARK T 87, FROM THE STATION, GO SOUTH FOR 0.1 MILE TO A GRAVELED
 CX1490'ROAD.  TURN LEFT AND GO NORTHEAST, ON THE GRAVELED ROAD FOR 1.0
 CX1490'MILE TO THE MARK ON THE LEFT.
 CX1490'
 CX1490'THE STATION MARK IS A STANDARD DISK, STAMPED ARKY 2 1967, SET IN TOP
 CX1490'OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT PROJECTS 6
 CX1490'INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 54.5 FEET NORTHEAST
 CX1490'OF A TELEPHONE LINE POLE NUMBER 110 AND 6.9 FEET SOUTH OF A WITNESS
 CX1490'POST.  THE UNDERGROUND MARK IS 42 INCHES BELOW THE SURFACE OF
 CX1490'THE GROUND.
 CX1490'
 CX1490'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED ARKY 2 NO 1 1967, SET IN
 CX1490'THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 CX1490'PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS 102.1 FEET NORTHEAST OF
 CX1490'A WITNESS POST, 6.1 FEET SOUTH OF A TELEPHONE LINE POLE AND ABOUT 3
 CX1490'FEET LOWER IN ELEVATION THAN THE STATION.
 CX1490'
 CX1490'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED ARKY 2 NO 2 1967, SET IN
 CX1490'THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 CX1490'PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS 58.9 FEET SOUTHWEST OF
 CX1490'WITNESS POST, 2.4 FEET SOUTH OF A TELEPHONE LINE POLE NUMBER 110
 CX1490'AND IS ABOUT 1 FOOT LOWER IN ELEVATION THAN THE STATION.
 CX1490'
 CX1490'BENCH MARK T 87 IS A STANDARD DISK, STAMPED T 87 1934, SET IN THE TOP
 CX1490'OF A SQUARE CONCRETE POST, THAT PROJECTS 4 INCHES ABOVE THE
 CX1490'GROUND.  IT IS 75.0 FEET NORTHWEST OF A GRAVELED ROAD AND 2.1 FEET
 CX1490'SOUTH OF A WITNESS POST.  THIS MARK WILL SERVE AS AN AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0091 ***********************************************************************
 CX0091  DESIGNATION -  ARKY RM 1
 CX0091  PID         -  CX0091
 CX0091  STATE/COUNTY-  NM/OTERO
 CX0091  USGS QUAD   -  LAKE LUCERO NE (1982)
 CX0091
 CX0091                         *CURRENT SURVEY CONTROL
 CX0091  ___________________________________________________________________
 CX0091* NAD 83(1986)-  32 38 59.     (N)    106 20 56.     (W)     SCALED    
 CX0091* NAVD 88     -      1205.863  (meters)    3956.24   (feet)  ADJUSTED  
 CX0091  ___________________________________________________________________
 CX0091  GEOID HEIGHT-         -23.41  (meters)                     GEOID03
 CX0091  DYNAMIC HT  -        1204.098 (meters)    3950.44  (feet)  COMP
 CX0091  MODELED GRAV-     979,133.7   (mgal)                       NAVD 88
 CX0091
 CX0091  VERT ORDER  -  SECOND    CLASS 0
 CX0091
 CX0091.The horizontal coordinates were scaled from a topographic map and have
 CX0091.an estimated accuracy of +/- 6 seconds.
 CX0091
 CX0091.The orthometric height was determined by differential leveling
 CX0091.and adjusted by the National Geodetic Survey in June 1991..
 CX0091
 CX0091.The geoid height was determined by GEOID03.
 CX0091
 CX0091.The dynamic height is computed by dividing the NAVD 88
 CX0091.geopotential number by the normal gravity value computed on the
 CX0091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0091.degrees latitude (g = 980.6199 gals.).
 CX0091
 CX0091.The modeled gravity was interpolated from observed gravity values.
 CX0091
 CX0091;                    North         East    Units  Estimated Accuracy
 CX0091;SPC NM C     -   182,910.      490,720.      MT  (+/- 180 meters Scaled)
 CX0091
 CX0091                          SUPERSEDED SURVEY CONTROL
 CX0091
 CX0091  NGVD 29 (??/??/92) 1205.284  (m)         3954.34   (f) ADJ UNCH    2 0
 CX0091
 CX0091.Superseded values are not recommended for survey control.
 CX0091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0091.See file dsdata.txt to determine how the superseded data were derived.
 CX0091
 CX0091_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS734132(NAD 83)
 CX0091_MARKER: DR = REFERENCE MARK DISK
 CX0091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX0091_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CX0091_STAMPING: 1
 CX0091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX0091+STABILITY: SURFACE MOTION
 CX0091
 CX0091  HISTORY     - Date     Condition        Report By
 CX0091  HISTORY     - UNK      MONUMENTED       WSMR
 CX0091  HISTORY     - 1966     GOOD             NGS
 CX0091
 CX0091                          STATION DESCRIPTION
 CX0091
 CX0091'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 CX0091'22.15 NNE FROM WHITE SANDS MISSILE RANGE.
 CX0091'4.15 MILES NORTH ALONG THE ACCESS ROAD FROM THE HEADQUARTERS BUILDING
 CX0091'AT WHITE SANDS MISSILE RANGE.  THENCE 4.3 MILES NORTHEAST ALONG U. S.
 CX0091'HIGHWAY 70.  THENCE 0.6 MILE NORTHWEST ALONG THE ACCESS ROAD LEADING
 CX0091'TO SMALL MISSILE RANGE.  THENCE 8.8 MILES NORTH ALONG OLD WSMR 7.
 CX0091'THENCE 4.2 MILES EAST NORTHEAST ALONG OLD U. S. HIGHWAY 70 (GRAVEL
 CX0091'ROAD).  THENCE 0.1 MILE NORTH ALONG A TRACK ROAD LEADING TO ARKY SITE
 CX0091'ON THE TOP OF SMALL KNOLL.  81 FEET WEST OF THE SOUTHWEST CORNER OF A
 CX0091'METAL BUILDING.  51 FEET WEST NORTHWEST OF RM 2.  33 FEET NORTH OF
 CX0091'TRIANGULATION STATION ARKY, SET IN THE TOP OF A 6 INCH CIRCULAR
 CX0091'CONCRETE POST, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0093 ***********************************************************************
 CX0093  DESIGNATION -  ARKY RM 2
 CX0093  PID         -  CX0093
 CX0093  STATE/COUNTY-  NM/OTERO
 CX0093  USGS QUAD   -  LAKE LUCERO NE (1982)
 CX0093
 CX0093                         *CURRENT SURVEY CONTROL
 CX0093  ___________________________________________________________________
 CX0093* NAD 83(1986)-  32 39 00.     (N)    106 21 02.     (W)     SCALED    
 CX0093* NAVD 88     -      1206.900  (meters)    3959.64   (feet)  ADJUSTED  
 CX0093  ___________________________________________________________________
 CX0093  GEOID HEIGHT-         -23.40  (meters)                     GEOID03
 CX0093  DYNAMIC HT  -        1205.134 (meters)    3953.84  (feet)  COMP
 CX0093  MODELED GRAV-     979,133.9   (mgal)                       NAVD 88
 CX0093
 CX0093  VERT ORDER  -  SECOND    CLASS 0
 CX0093
 CX0093.The horizontal coordinates were scaled from a topographic map and have
 CX0093.an estimated accuracy of +/- 6 seconds.
 CX0093
 CX0093.The orthometric height was determined by differential leveling
 CX0093.and adjusted by the National Geodetic Survey in June 1991..
 CX0093
 CX0093.The geoid height was determined by GEOID03.
 CX0093
 CX0093.The dynamic height is computed by dividing the NAVD 88
 CX0093.geopotential number by the normal gravity value computed on the
 CX0093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0093.degrees latitude (g = 980.6199 gals.).
 CX0093
 CX0093.The modeled gravity was interpolated from observed gravity values.
 CX0093
 CX0093;                    North         East    Units  Estimated Accuracy
 CX0093;SPC NM C     -   182,940.      490,570.      MT  (+/- 180 meters Scaled)
 CX0093
 CX0093                          SUPERSEDED SURVEY CONTROL
 CX0093
 CX0093  NGVD 29 (??/??/92) 1206.321  (m)         3957.74   (f) ADJ UNCH    2 0
 CX0093
 CX0093.Superseded values are not recommended for survey control.
 CX0093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0093.See file dsdata.txt to determine how the superseded data were derived.
 CX0093
 CX0093_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS733132(NAD 83)
 CX0093_MARKER: DR = REFERENCE MARK DISK
 CX0093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX0093_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CX0093_STAMPING: 2
 CX0093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX0093+STABILITY: SURFACE MOTION
 CX0093
 CX0093  HISTORY     - Date     Condition        Report By
 CX0093  HISTORY     - UNK      MONUMENTED       WSMR
 CX0093  HISTORY     - 1966     GOOD             NGS
 CX0093
 CX0093                          STATION DESCRIPTION
 CX0093
 CX0093'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 CX0093'22.15 MI NNE FROM WHITE SANDS MISSILE RANGE.
 CX0093'4.15 MILES NORTH ALONG THE ACCESS ROAD FROM THE HEADQUARTERS BUILDING
 CX0093'AT WHITE SANDS MISSILE RANGE.  THENCE 4.3 MILES NORTHEAST ALONG U. S.
 CX0093'HIGHWAY 70.  THENCE 0.6 MILE NORTHWEST ALONG ACCESS ROAD LEADING TO
 CX0093'SMALL MISSILE RANGE.  THENCE 8.8 MILES NORTH ALONG OLD WSMR 7. THENCE
 CX0093'4.2 MILES EAST NORTHEAST ALONG OLD U. S. HIGHWAY 70 (GRAVEL ROAD).
 CX0093'THENCE 0.1 MILE NORTH ALONG TRACK ROAD LEADING TO ARKY SITE ON THE TOP
 CX0093'OF A SMALL KNOLL.  51 FEET EAST SOUTHEAST OF RM 1.  33 FEET NORTH OF
 CX0093'TRIANGULATION STATION ARKY.  30 FEET WEST SOUTHWEST OF SOUTHWEST
 CX0093'CORNER OF A METAL BUILDING SET IN THE TOP OF A 6 INCH CIRCULAR
 CX0093'CONCRETE POST PROJECTING 0.9 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ1014 ***********************************************************************
 EQ1014  DESIGNATION -  ARM
 EQ1014  PID         -  EQ1014
 EQ1014  STATE/COUNTY-  NM/SOCORRO
 EQ1014  USGS QUAD   -  PUERTO DE LOS CAVADORES (1964)
 EQ1014
 EQ1014                         *CURRENT SURVEY CONTROL
 EQ1014  ___________________________________________________________________
 EQ1014* NAD 83(1992)-  34 32 39.89523(N)    107 22 30.34280(W)     ADJUSTED  
 EQ1014* NAVD 88     -      1921.7    (meters)    6305.     (feet)  VERTCON   
 EQ1014  ___________________________________________________________________
 EQ1014  LAPLACE CORR-           0.47  (seconds)                    DEFLEC99
 EQ1014  GEOID HEIGHT-         -21.11  (meters)                     GEOID03
 EQ1014
 EQ1014  HORZ ORDER  -  THIRD
 EQ1014
 EQ1014.The horizontal coordinates were established by classical geodetic methods
 EQ1014.and adjusted by the National Geodetic Survey in December 1993..
 EQ1014
 EQ1014.The NAVD 88 height was computed by applying the VERTCON shift value to
 EQ1014.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EQ1014
 EQ1014.The Laplace correction was computed from DEFLEC99 derived deflections.
 EQ1014
 EQ1014.The geoid height was determined by GEOID03.
 EQ1014
 EQ1014;                    North         East     Units Scale Factor Converg.
 EQ1014;SPC NM C     -   393,613.312   396,734.045   MT  1.00003140   -0 38 16.9
 EQ1014;SPC NM C     - 1,291,379.67  1,301,618.28   sFT  1.00003140   -0 38 16.9
 EQ1014;SPC NM W     -   393,140.266   872,058.904   MT  0.99993846   +0 15 35.4
 EQ1014;SPC NM W     - 1,289,827.69  2,861,079.92   sFT  0.99993846   +0 15 35.4
 EQ1014;UTM  13      - 3,825,084.755   282,051.792   MT  1.00018553   -1 20 50.3
 EQ1014
 EQ1014!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EQ1014!SPC NM C     -   0.99970174  x   1.00003140  =   0.99973313
 EQ1014!SPC NM W     -   0.99970174  x   0.99993846  =   0.99964022
 EQ1014!UTM  13      -   0.99970174  x   1.00018553  =   0.99988721
 EQ1014
 EQ1014|---------------------------------------------------------------------|
 EQ1014| PID    Reference Object                     Distance      Geod. Az  |
 EQ1014|                                                           dddmmss.s |
 EQ1014| CD1528 ARM RM 2                             15.777 METERS 03042     |
 EQ1014| CD1527 ARM RM 1                             18.035 METERS 14940     |
 EQ1014| CD1526 ARM AZ MK                                          2511621.1 |
 EQ1014|---------------------------------------------------------------------|
 EQ1014
 EQ1014                          SUPERSEDED SURVEY CONTROL
 EQ1014
 EQ1014  NAD 83(1986)-  34 32 39.89962(N)    107 22 30.34404(W) AD(       ) 3
 EQ1014  NAD 27      -  34 32 39.69410(N)    107 22 28.19890(W) AD(       ) 3
 EQ1014  NGVD 29 (07/19/86) 1920.9    (m)         6302.     (f) VERT ANG       
 EQ1014
 EQ1014.Superseded values are not recommended for survey control.
 EQ1014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ1014.See file dsdata.txt to determine how the superseded data were derived.
 EQ1014
 EQ1014_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBU8205225085(NAD 83)
 EQ1014_MARKER: DS = TRIANGULATION STATION DISK
 EQ1014_SETTING: 80 = SET IN A BOULDER
 EQ1014_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 EQ1014
 EQ1014  HISTORY     - Date     Condition        Report By
 EQ1014  HISTORY     - 1958     MONUMENTED       CGS
 EQ1014
 EQ1014                          STATION DESCRIPTION
 EQ1014
 EQ1014'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RLE)
 EQ1014'THE STATION IS LOCATED ON THE HIGHEST PART OF A NORTH-SOUTH
 EQ1014'RIDGE WHICH DROPS OFF SHARP ON THE EAST AND SLOPES OFF TO THE
 EQ1014'WEST, ABOUT 33 MILES SOUTHWEST OF CORREO AND 5-1/2 MILES EAST
 EQ1014'NORTHEAST OF THE FIELDS RANCH BUILDINGS.  THE MARK IS SET IN
 EQ1014'A DRILLED HOLE NEAR THE CENTER OF A FLAT 6 FOOT SQUARE BOULDER
 EQ1014'PROJECTING ABOUT 2 FEET AND NEAR THE CENTER OF THE WIDTH OF THE
 EQ1014'RIDGE TOP.  IT IS A STANDARD DISK STAMPED ARM 1958.
 EQ1014'
 EQ1014'REFERENCE MARK NO. 1 IS SET IN A DRILLED HOLE NEAR THE WEST
 EQ1014'EDGE OF A ROCK SHELF 11 FEET BELOW THE STATION WITH SOME LARGE
 EQ1014'BOULDERS RESTING ON IT.  THE MARK IS A STANDARD DISK STAMPED
 EQ1014'ARM NO. 1 1958 AND IS ABOUT 14 INCHES ABOVE THE GROUND AT THE
 EQ1014'WEST SIDE OF THE SHELF.
 EQ1014'
 EQ1014'REFERENCE MARK NO. 2 IS SET IN A DRILLED HOLE ON THE TOP OF
 EQ1014'A BOULDER WHICH PROTRUDES ON THE EAST EDGE OF THE RIDGE.  THE
 EQ1014'MARK IS A STANDARD DISK STAMPED ARM NO 2 1958 AND IS AT ABOUT THE
 EQ1014'SAME LEVEL AS THE STATION MARK.
 EQ1014'
 EQ1014'THE AZIMUTH MARK IS NEAR THE MIDDLE OF A SMALL VALLEY RUNNING
 EQ1014'DOWN FROM THE WEST 34 FEET NORTH OF A 15 FOOT CEDAR TREE WITH
 EQ1014'A TRIANGLE BLAZED ON THE NORTH SIDE, 10 FEET WEST OF THE CENTER
 EQ1014'OF THE TRACK ROAD AND 1-1/2 FEET NORTH OF A WHITE WITNESS
 EQ1014'POST.  IT IS A STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE
 EQ1014'MONUMENT PROJECTING 3 INCHES AND IS STAMPED ARM 1958.
 EQ1014'
 EQ1014'TO REACH THE STATION FROM THE POST OFFICE IN CORREO, GO WEST
 EQ1014'ON U.S. HIGHWAY 66 FOR 0.9 MILE TO A SIDE ROAD, CATTLE GUARD
 EQ1014'AND SMALL SIGN ALAMO SCHOOL ON THE LEFT, TURN LEFT, SOUTH, ON
 EQ1014'DIRT ROAD FOR 1.2 MILE TO A ROAD LEADING RIGHT, GO STRAIGHT
 EQ1014'AHEAD FOLLOWING THE DIRT ROAD FOR 5.5 MILES TO A CATTLE GUARD
 EQ1014'AND SIDE ROAD RIGHT, CONTINUE ACROSS THE CATTLE GUARD FOR 0.9
 EQ1014'MILE TO A FORK, TAKE THE RIGHT ROAD FOR 0.4 MILE TO ANOTHER
 EQ1014'CATTLE GUARD AND FORK, CROSS THE CATTLE GUARD AND TAKE THE
 EQ1014'RIGHT ROAD FOR 6.6 MILES TO A WIRE GATE, CONTINUE THROUGH
 EQ1014'GATE FOR 1.35 MILE TO FORK, TAKE THE LEFT ROAD FOR 5.3 MILES
 EQ1014'TO ANOTHER FORK, FOLLOW THE LEFT ROAD (RIGHT ROAD GOES TO
 EQ1014'THE PIE RANCH) FOR 4.6 MILES TO THE THIRD CATTLE GARD AND
 EQ1014'AZIMUTH MARK FOR STATION PIE, CONTINUE OVER CATTLE GUARD FOR
 EQ1014'2.2 MILES TO A WIRE GATE, PASS THROUGH GATE FOR 0.55 MILE
 EQ1014'TO A TRACK ROAD LEADING LEFT, GO LEFT FOR 0.3 MILE ACROSS A
 EQ1014'DEEP WASH TO A WOOD GATE ON THE EAST SIDE OF AN OLD RANCH
 EQ1014'YARD, GO THROUGH THE GATE FO 1.8 MILES TO THE SOUTHEAST TO THE
 EQ1014'AZIMUTH MARK ON THE RIGHT AS DESCRIBED.  FROM THE AZIMUTH MARK,
 EQ1014'PICK THE WAY ACROSS THE DRAW TO THE EAST AND NORTH TO THE
 EQ1014'TOP OF THE RIDGE AND STATION AS DESCRIBED.  IT IS A VERY
 EQ1014'ROUGH DRIVE FOR A TRUCK AND ABOUT A 20 MINUTE PACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0562 ***********************************************************************
 EP0562  DESIGNATION -  ARM
 EP0562  PID         -  EP0562
 EP0562  STATE/COUNTY-  NM/LINCOLN
 EP0562  USGS QUAD   -  RAMON SW (1982)
 EP0562
 EP0562                         *CURRENT SURVEY CONTROL
 EP0562  ___________________________________________________________________
 EP0562* NAD 83(1992)-  34 05 25.68754(N)    104 56 07.85851(W)     ADJUSTED  
 EP0562* NAVD 88     -      1516.8    (meters)    4976.     (feet)  VERTCON   
 EP0562  ___________________________________________________________________
 EP0562  LAPLACE CORR-          -5.25  (seconds)                    DEFLEC99
 EP0562  GEOID HEIGHT-         -22.61  (meters)                     GEOID03
 EP0562
 EP0562  HORZ ORDER  -  SECOND
 EP0562
 EP0562.The horizontal coordinates were established by classical geodetic methods
 EP0562.and adjusted by the National Geodetic Survey in December 1993..
 EP0562
 EP0562.The NAVD 88 height was computed by applying the VERTCON shift value to
 EP0562.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EP0562
 EP0562.The Laplace correction was computed from DEFLEC99 derived deflections.
 EP0562
 EP0562.The geoid height was determined by GEOID03.
 EP0562
 EP0562;                    North         East     Units Scale Factor Converg.
 EP0562;SPC NM C     -   343,467.923   621,301.266   MT  1.00008132   +0 44 12.7
 EP0562;SPC NM C     - 1,126,861.01  2,038,385.90   sFT  1.00008132   +0 44 12.7
 EP0562;SPC NM E     -   342,854.726   109,431.175   MT  0.99994714   -0 20 15.1
 EP0562;SPC NM E     - 1,124,849.21    359,025.45   sFT  0.99994714   -0 20 15.1
 EP0562;UTM  13      - 3,772,188.925   505,948.614   MT  0.99960044   +0 02 10.1
 EP0562
 EP0562!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EP0562!SPC NM C     -   0.99976549  x   1.00008132  =   0.99984679
 EP0562!SPC NM E     -   0.99976549  x   0.99994714  =   0.99971264
 EP0562!UTM  13      -   0.99976549  x   0.99960044  =   0.99936602
 EP0562
 EP0562|---------------------------------------------------------------------|
 EP0562| PID    Reference Object                     Distance      Geod. Az  |
 EP0562|                                                           dddmmss.s |
 EP0562| CJ5638 ARM RM 1                             16.713 METERS 04136     |
 EP0562| EP0561 KEY                                 APPROX.15.9 KM 1005158.5 |
 EP0562| CJ5639 ARM RM 2                             16.540 METERS 13252     |
 EP0562|---------------------------------------------------------------------|
 EP0562
 EP0562                          SUPERSEDED SURVEY CONTROL
 EP0562
 EP0562  NAD 83(1986)-  34 05 25.69353(N)    104 56 07.85728(W) AD(       ) 2
 EP0562  NAD 27      -  34 05 25.39883(N)    104 56 05.89870(W) AD(       ) 2
 EP0562  NGVD 29 (07/19/86) 1516.1    (m)         4974.     (f) VERT ANG       
 EP0562
 EP0562.Superseded values are not recommended for survey control.
 EP0562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EP0562.See file dsdata.txt to determine how the superseded data were derived.
 EP0562
 EP0562_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SET0594972189(NAD 83)
 EP0562_MARKER: DD = SURVEY DISK
 EP0562_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 EP0562+WITH SETTING: INFORMATION.
 EP0562_SP_SET: PREFABRICATED CONCRETE POST
 EP0562
 EP0562  HISTORY     - Date     Condition        Report By
 EP0562  HISTORY     - 1967     MONUMENTED       USGS
 EP0562
 EP0562                          STATION DESCRIPTION
 EP0562
 EP0562'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (FJG)
 EP0562'STATION IS LOCATED ABOUT 6.5 MI. S., 66 DEG W. OF THE JUNCTION
 EP0562'OF U.S. HIGHWAY 285 AND STATE HIGHWAY 42, ABOUT 39 MI. S. 24 DEG
 EP0562'E. OF VAUGHN, NEW MEXICO.  THE STATION IS ON A BROAD FLAT
 EP0562'RIDGE, APPROXIMATELY 500 FT. N. OF AN E-W RD. AND FENCE LINE.
 EP0562'THE STATION IS 4.5 FT. SE. OF A USGS WITNESS SIGN MOUNTED
 EP0562'ON A METAL POST.  THE STATION SITE CAN BE LOCATED FROM THE
 EP0562'FORT SUMNER (NI-13-5) 1--250,000 SERIES MAP.
 EP0562'
 EP0562'STATION MARK--A USGS BRONZE TABLET CRIMPED TO A COPPERWELD
 EP0562'ROD, DRIVEN TO REFUSAL (6 FT.), CENTERED IN AN ORANGEBURG
 EP0562'TILE 6 IN. IN DIAMETER, 12 IN. LONG AND FILLED WITH GRAVEL.
 EP0562'THE TABLET IS FLUSH WITH THE GROUND AND STAMPED ARM ET 1967.
 EP0562'
 EP0562'REFERENCE MARK NO. 1--A USGS BRONZE R.M. TABLET CRIMPED TO A
 EP0562'COPPERWELD ROD DRIVEN TO REFUSAL (5 FT.) CENTERED IN AN ORANGEBURG
 EP0562'TILE 6 IN. IN DIAMETER, 12 IN. LONG AND FILLED WITH GRAVEL.
 EP0562'THE TABLET IS FLUSH WITH THE GROUND.  R.M. NO. 1 IS STAMPED
 EP0562'ARM ET R.M. NO. 1 1967.
 EP0562'
 EP0562'REFERENCE MARK NO. 2--A USGS BRONZE R.M. TABLET CRIMPED TO A
 EP0562'COPPERWELD ROD DRIVEN TO REFUSAL (5 FT.), CENTERED IN AN
 EP0562'ORANGEBURG TILE 6 IN. IN DIAMETER, 12 IN. LONG AND FILLED
 EP0562'WITH GRAVEL.  THE TABLET IS FLUSH WITH GROUND.  R.M. NO. 2
 EP0562'IS STAMPED ARM ET R.M. NO. 2 1967.
 EP0562'
 EP0562'KEY ET 1967 IS VISIBLE FROM THE GROUND AND WILL SERVE AS THE
 EP0562'AZIMUTH MARK.  THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2
 EP0562'IS 77.97 FT. (23.765 METERS).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0986 ***********************************************************************
 FM0986  DESIGNATION -  ARM
 FM0986  PID         -  FM0986
 FM0986  STATE/COUNTY-  NM/HARDING
 FM0986  USGS QUAD   -  MONTESITO CREEK (1968)
 FM0986
 FM0986                         *CURRENT SURVEY CONTROL
 FM0986  ___________________________________________________________________
 FM0986* NAD 83(1992)-  35 29 12.88780(N)    103 37 12.75176(W)     ADJUSTED  
 FM0986* NAVD 88     -      1347.8    (meters)    4422.     (feet)  VERTCON   
 FM0986  ___________________________________________________________________
 FM0986  LAPLACE CORR-          -2.65  (seconds)                    DEFLEC99
 FM0986  GEOID HEIGHT-         -22.63  (meters)                     GEOID03
 FM0986
 FM0986  HORZ ORDER  -  SECOND
 FM0986
 FM0986.The horizontal coordinates were established by classical geodetic methods
 FM0986.and adjusted by the National Geodetic Survey in December 1993..
 FM0986
 FM0986.The NAVD 88 height was computed by applying the VERTCON shift value to
 FM0986.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FM0986
 FM0986.The Laplace correction was computed from DEFLEC99 derived deflections.
 FM0986
 FM0986.The geoid height was determined by GEOID03.
 FM0986
 FM0986;                    North         East     Units Scale Factor Converg.
 FM0986;SPC NM E     -   497,827.722   229,706.512   MT  0.99996067   +0 24 50.4
 FM0986;SPC NM E     - 1,633,289.78    753,628.78   sFT  0.99996067   +0 24 50.4
 FM0986;UTM  13      - 3,927,917.047   625,161.811   MT  0.99979305   +0 48 03.9
 FM0986
 FM0986!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FM0986!SPC NM E     -   0.99979205  x   0.99996067  =   0.99975272
 FM0986!UTM  13      -   0.99979205  x   0.99979305  =   0.99958514
 FM0986
 FM0986:                Primary Azimuth Mark                     Grid Az
 FM0986:SPC NM E     -  ARM AZ MK                                040 04 55.6
 FM0986:UTM  13      -  ARM AZ MK                                039 41 42.1
 FM0986
 FM0986|---------------------------------------------------------------------|
 FM0986| PID    Reference Object                     Distance      Geod. Az  |
 FM0986|                                                           dddmmss.s |
 FM0986| CJ5635 ARM AZ MK                                          0402946.0 |
 FM0986| CJ5636 ARM RM 1                              6.871 METERS 08445     |
 FM0986| CJ5637 ARM RM 2                              7.282 METERS 28033     |
 FM0986|---------------------------------------------------------------------|
 FM0986
 FM0986                          SUPERSEDED SURVEY CONTROL
 FM0986
 FM0986  NAD 83(1986)-  35 29 12.89695(N)    103 37 12.74752(W) AD(       ) 2
 FM0986  NAD 27      -  35 29 12.72390(N)    103 37 10.87800(W) AD(       ) 2
 FM0986  NGVD 29 (07/19/86) 1347.2    (m)         4420.     (f) VERT ANG       
 FM0986
 FM0986.Superseded values are not recommended for survey control.
 FM0986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0986.See file dsdata.txt to determine how the superseded data were derived.
 FM0986
 FM0986_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFV2516227917(NAD 83)
 FM0986_MARKER: DS = TRIANGULATION STATION DISK
 FM0986_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0986
 FM0986  HISTORY     - Date     Condition        Report By
 FM0986  HISTORY     - 1960     MONUMENTED       CGS
 FM0986
 FM0986                          STATION DESCRIPTION
 FM0986
 FM0986'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (HWK)
 FM0986'THE STATION IS APPROXIMATELY 12 MILES NORTHWEST OF LOGAN, 10
 FM0986'MILES SOUTH OF WHERE STATE HIGHWAY 39 CROSSES UTE CREEK IN
 FM0986'GALLEGOS, 3 MILES SOUTHWEST OF THE UTE CREEK, ON THE HIGHEST
 FM0986'HILL IN A GROUP OF HILS AND ON LAND OWNED BY MR. VICTOR STEWART.
 FM0986'
 FM0986'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 54 AND
 FM0986'STATE HIGHWAY 39 WHICH IS APPROXIMATELY 0.45 MILE NORTH OF
 FM0986'LOGAN, GO NORTHERLY ON STATE HIGHWAY 39 FOR 2.5 MILES TO A ROAD ON
 FM0986'THE LEFT AND A SIGN STEVE TRIGG RANCH 28 MILES ON THE RIGHT.
 FM0986'TURN LEFT, WEST, ON A GRADED ROAD FOR 4.4 MILES TO A BRIDGE
 FM0986'OVER UTE CREEK.  CROSS THE BRIDGE AND CONTINUE WEST ON THE
 FM0986'GRADED ROAD FOR 2.4 MILES TO A FORK.  BEAR RIGHT AND GO 0.7
 FM0986'MILE TO A REVERSE Y COMING IN FROM THE LEFT.  CONTINUE STRAIGHT
 FM0986'AHEAD ON THE MAIN ROAD, WEST, FOR 1.35 MILES TO A FORK
 FM0986'NEAR THE SUMMIT OF GRADE.  BEAR RIGHT AND GO NORTHERLY ON
 FM0986'THE MAIN ROAD FOR 1.0 MILE TO A POND.  CONTINUE ON THE MAIN
 FM0986'ROAD AND GO 0.5 MILE TO A CATTLE GUARD.  CROSS THE CATTLE
 FM0986'GUARD, GO 1.0 MILE TO ANOTHER POND.  CONTINUE ON THE MAIN
 FM0986'ROAD FOR 0.9 MILE TO OLD STONE BUILDING RUINS ON THE
 FM0986'RIGHT.  CONTINUE ON THE MAIN ROAD FOR 0.2 MILE TO A CREEK
 FM0986'BED.  CROSS CREEK BED AND BEAR LEFT ON A TRACK ROAD AND GO
 FM0986'WESTERLY FOR 0.35 MILE TO SOME OLD STONE BUILDING RUINS.
 FM0986'CONTINUE ON A TRACK ROAD FOR 0.35 MILE TO SOME FENCED
 FM0986'CORRALS.  KEEP RIGHT ON THE TRACK ROAD, NORTH, ALONG THE EAST
 FM0986'SIDE OF A FENCE FOR 0.8 MILE TO A WIRE GATE AT A FENCE
 FM0986'CORNER.  PASS THROUGH THE GATE AND CONTINUE NORTH ON
 FM0986'THE ROAD FOR 0.1 MILE TO OLD STONE HOUSE RUINS ON THE LEFT.
 FM0986'CONTINUE NORTH ON A TRACK ROAD FOR 0.2 MILE TO A DIM TRACK
 FM0986'ROAD ON THE LEFT (JUST BEFORE REACHING A POND WHERE A
 FM0986'FENCE RUNS THROUGH THE MIDDLE OF IT).  TURN LEFT, WEST, ON A
 FM0986'DIM TRACK ROAD, PASSING BY SOME FEED TROUGHS AND CONTINUE ON
 FM0986'A VERY DIM TRACK ROAD FOR 0.45 MILE TO A DIM TRACK CROSSROAD.
 FM0986'CONTINUE STRAIGHT AHEAD AND GO WESTERLY ON DIM TRACKS FOR 0.4
 FM0986'MILE TO A WINDMILL ON THE RIGHT.  BEAR LEFT, SOUTH, OF
 FM0986'WINDMILL AND GO ABOUT 200 FEET, THEN TURN LEFT ON A TRACK
 FM0986'ROAD AND GO SOUTHWEST FOR 0.35 MILE TO NEAR TOP OF A RIDGE.
 FM0986'BEAR RIGHT WITH THE MAIN TRACK ROAD AND GO NORTHWEST OVER
 FM0986'SEVERAL RIDGES FOR 1.45 MILE TO WHERE THE ROAD CURVES TO THE
 FM0986'LEFT IN A VALLEY.  TURN SHARP RIGHT AND FOLLOW COW TRAIL,
 FM0986'NORTH-NORTHWEST, TOWARD SADDLE IN HILLS FOR 0.35 MILE,
 FM0986'THEN BEAR LEFT AND GO NORTHWEST UP SMALL RIDGE (TOWARD FENCE
 FM0986'ON TOP OF RIDGE BETWEEN HILLS) FOR 0.15 MILE, THEN BEAR LEFT
 FM0986'AND GO WEST TOWARD THE THIRD HILLTOP FROM THE LEFT.
 FM0986'CONTINUE WEST UP SLOPING RIDGE BETWEEN GULLIES FOR ABOUT
 FM0986'0.25 MILE TO THE FOOT OF HILL.  CONTINUE WEST UP SLOPING RIDGE
 FM0986'FOR 0.15 MILE TO THE TOP OF THE HILL.  BEAR RIGHT AND GO
 FM0986'NORTH FOR 0.1 MILE TO A FENCE CORNER.  TURN LEFT AND GO WEST
 FM0986'ALONG THE SOUTH SIDE OF A FENCE FOR 194 FEET TO THE HIGHEST
 FM0986'POINT OF THE HILL AND THE STATION.  (TO REACH THE
 FM0986'AZIMUTH MARK FROM THE FENCE CORNER EAST OF THE STATION, GO
 FM0986'NORTHERLY ALONG THE EAST SIDE OF A FENCE FOR 0.25 MILE TO THE
 FM0986'AZIMUTH MARK ON THE LEFT.)
 FM0986'
 FM0986'STATION MARKS ARE STANDARD DISKS STAMPED ARM 1960.  THE SURFACE
 FM0986'DISK IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.
 FM0986'IT IS 7.5 FEET SOUTHEAST OF A METAL WITNESS POST AND 6.5 FEET
 FM0986'SOUTH OF A FENCE.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR
 FM0986'MASS OF CONCRETE 25 INCHES BELOW THE SURFACE OF THE GROUND.
 FM0986'
 FM0986'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED ARM NO 1 1960,
 FM0986'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT
 FM0986'IS 26 FEET EAST OF THE METAL WITNESS POST AND 3.5 FEET SOUTH
 FM0986'OF THE FENCE.
 FM0986'
 FM0986'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED ARM NO 2 1960,
 FM0986'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 5 INCHES.  IT
 FM0986'IS 21 FEET WEST OF THE METAL WITNESS POST AND 5 FEET SOUTH OF
 FM0986'THE FENCE.
 FM0986'
 FM0986'AZIMUTH MARK, A STANDARD DISK STAMPED ARM 1960, IS SET IN A
 FM0986'SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS APPROXIMATELY
 FM0986'.05 MILE SOUTH OF A FENCE CORNER, 3 FEET SOUTH OF A METAL
 FM0986'WITNESS POST AND 1 FOOT EAST OF A FENCE.
 FM0986'
 FM0986'NOTE--REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0621 ***********************************************************************
 GM0621  DESIGNATION -  ARMIJO
 GM0621  PID         -  GM0621
 GM0621  STATE/COUNTY-  NM/UNION
 GM0621  USGS QUAD   -  MALPIE MOUNTAIN (1972)
 GM0621
 GM0621                         *CURRENT SURVEY CONTROL
 GM0621  ___________________________________________________________________
 GM0621* NAD 83(1992)-  36 30 10.61103(N)    104 00 01.14131(W)     ADJUSTED  
 GM0621* NAVD 88     -      2068.7    (meters)    6787.     (feet)  VERTCON   
 GM0621  ___________________________________________________________________
 GM0621  LAPLACE CORR-          -3.39  (seconds)                    DEFLEC99
 GM0621  GEOID HEIGHT-         -18.93  (meters)                     GEOID03
 GM0621
 GM0621  HORZ ORDER  -  THIRD
 GM0621
 GM0621.The horizontal coordinates were established by classical geodetic methods
 GM0621.and adjusted by the National Geodetic Survey in December 1993..
 GM0621
 GM0621.The NAVD 88 height was computed by applying the VERTCON shift value to
 GM0621.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GM0621
 GM0621.The Laplace correction was computed from DEFLEC99 derived deflections.
 GM0621
 GM0621.The geoid height was determined by GEOID03.
 GM0621
 GM0621;                    North         East     Units Scale Factor Converg.
 GM0621;SPC NM E     -   610,373.331   194,831.504   MT  0.99992005   +0 11 53.2
 GM0621;SPC NM E     - 2,002,533.17    639,209.69   sFT  0.99992005   +0 11 53.2
 GM0621;UTM  13      - 4,040,199.650   589,524.819   MT  0.99969874   +0 35 41.0
 GM0621
 GM0621!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GM0621!SPC NM E     -   0.99967841  x   0.99992005  =   0.99959848
 GM0621!UTM  13      -   0.99967841  x   0.99969874  =   0.99937724
 GM0621
 GM0621:                Primary Azimuth Mark                     Grid Az
 GM0621:SPC NM E     -  ARMIJO AZ MK                             056 01 50.8
 GM0621:UTM  13      -  ARMIJO AZ MK                             055 38 03.0
 GM0621
 GM0621|---------------------------------------------------------------------|
 GM0621| PID    Reference Object                     Distance      Geod. Az  |
 GM0621|                                                           dddmmss.s |
 GM0621| CM8286 ARMIJO AZ MK                                       0561344.0 |
 GM0621| CM8287 ARMIJO RM 1                           7.716 METERS 11358     |
 GM0621| CM8288 ARMIJO RM 2                           8.679 METERS 30941     |
 GM0621|---------------------------------------------------------------------|
 GM0621
 GM0621                          SUPERSEDED SURVEY CONTROL
 GM0621
 GM0621  NAD 83(1986)-  36 30 10.61871(N)    104 00 01.13721(W) AD(       ) 3
 GM0621  NAD 27      -  36 30 10.52010(N)    103 59 59.23980(W) AD(       ) 3
 GM0621  NGVD 29 (07/19/86) 2067.8    (m)         6784.     (f) VERT ANG       
 GM0621
 GM0621.Superseded values are not recommended for survey control.
 GM0621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0621.See file dsdata.txt to determine how the superseded data were derived.
 GM0621
 GM0621_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEA8952540200(NAD 83)
 GM0621_MARKER: DS = TRIANGULATION STATION DISK
 GM0621_SETTING: 66 = SET IN ROCK OUTCROP
 GM0621
 GM0621  HISTORY     - Date     Condition        Report By
 GM0621  HISTORY     - 1960     MONUMENTED       CGS
 GM0621  HISTORY     - 1970     GOOD             TPC
 GM0621
 GM0621                          STATION DESCRIPTION
 GM0621
 GM0621'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (HWK)
 GM0621'THE STATION IS ABOUT 10-1/2 MILES NORTH AND 2-1/4 MILES EAST OF
 GM0621'FARLEY, AND JUST EAST OF THE UNION-COLFAX COUNTY LINE, ON LAND
 GM0621'BELONGING TO MR. J.I. ARMIJO, IN SECTION 7, T. 26 N., R. 28 E.
 GM0621'THE HILL THE STATION IS ON HAS AN OUTCROP OF LAVA ROCK WHICH
 GM0621'LIES IN AN EAST-WEST DIRECTION ALONG THE TOP OF HILL.
 GM0621'
 GM0621'TO REACH FROM THE POST OFFICE IN FARLEY, GO SOUTH 0.1 MILE TO A
 GM0621'T-JUNCTION.  TURN LEFT AND GO 0.1 MILE TO A ROAD FORK.  KEEP
 GM0621'RIGHT FORK, STRAIGHT AHEAD, AND FOLLOW THE GRADED DIRT ROAD,
 GM0621'EASTERLY, FOR 0.75 MILE TO A CROSSROAD.  KEEP STRAIGHT AHEAD,
 GM0621'ACROSS THE CATTLE GUARD, AND GO EASTERLY ON THE GRADED DIRT ROAD
 GM0621'1.8 MILES TO A CROSSROAD AT A CREEK.  TURN LEFT AND GO
 GM0621'NORTHWEST 0.2 MILE TO A T-JUNCTION AFTER PASSING A CONCRETE
 GM0621'DAM.  TURN RIGHT, FOLLOW THE GRADED DIRT ROAD FOR 5.75 MILES
 GM0621'TO A ROAD FORK AT THE RANCH HOME OF MR. ARMIJO.  TAKE RIGHT
 GM0621'FORK, GO 0.2 MILE TO A ROAD FORK.  TAKE RIGHT FORK, GO 0.15 MILE
 GM0621'TO A CREEK BED.  CROSS THE CREEK AND BEAR RIGHT, KEEPING TO
 GM0621'THE RIGHT OF STONE BUILDINGS, AND GO NORTHERLY ON THE GRADED ROAD
 GM0621'1.0 MILE TO A ROAD FORK.  TAKE LEFT FORK AND FOLLOW THE TRACK
 GM0621'ROAD FOR 0.6 MILE TO THE RANCH HOME OF MR. ARMIJOS SON.
 GM0621'CONTINUE PAST RANCH BUILDINGS AND FOLLOW A TRACK ROAD
 GM0621'AROUND THE RIGHT SIDE OF HILL FOR 0.2 MILE TO A ROAD FORK AT
 GM0621'A FENCE CORNER OF A FENCED IN AREA.  TAKE RIGHT FORK AND
 GM0621'FOLLOW THE TRACK ROAD AROUND THE FENCED IN AREA FOR 0.2 MILE
 GM0621'TO A ROAD FORK AT AN EARTH DAM ON THE LEFT.  TAKE LEFT FORK
 GM0621'AND GO NORTHWEST ON A TRACK ROAD 0.55 MILE TO A WIRE GATE.
 GM0621'PASS THROUGH GATE, GO 0.45 MILE TO A REVERSE Y-FORK ON THE LEFT.
 GM0621'KEEP STRAIGHT AHEAD ON THE TRACK ROAD 0.15 MILE TO A DIM
 GM0621'TRACK ROAD, ABOUT 500 YARDS BEFORE REACHING A HOUSE IN THE
 GM0621'CANYON.  TAKE THE DIM TRACK ROAD AND FOLLOW UP THE CANYON AND ON
 GM0621'TOP OF MESA FOR 0.85 MILE TO A WIRE GATE AT THE T-JUNCTION OF
 GM0621'FENCE.  PASS THROUGH GATE AND CONTINUE ON DIM TRACK ROAD 0.4
 GM0621'MILE TO A DIM ROAD FORK AT AN EARTH DAM ON THE LEFT.  KEEP
 GM0621'RIGHT FORK, AND GO NORTHWEST ON THE DIM TRACK ROAD 0.55 MILE TO
 GM0621'A FENCE CORNER AND THE AZIMUTH MARK.  TURN LEFT AND GO ACROSS
 GM0621'COUNTRY, NORTHWEST, 0.25 MILE TO THE CREST OF RIDGE IN THE
 GM0621'SADDLE AND THE END OF TRUCK TRAVEL.  PACK WEST UP RIDGE TO
 GM0621'HIGHEST PART OF HILL AND THE STATION.  ABOUT A 10 MINUTE PACK.
 GM0621'
 GM0621'STATION MARK IS A STANDARD DISK STAMPED ARMIJO 1960, CEMENTED IN
 GM0621'A DRILL HOLE IN THE OUTCROP OF LAVA ROCK, WHICH FORM A LEDGE ALONG
 GM0621'THE TOP OF HILL.  IT IS 167 FEET WEST OF A ROCK CAIRN AND 6 FEET
 GM0621'NORTH OF THE SOUTH SIDE OF LEDGE.
 GM0621'
 GM0621'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED ARMIJO NO 1 1960,
 GM0621'IS CEMENTED IN A DRILL HOLE IN THE OUTCROP OF LAVA ROCK.  IT IS
 GM0621'144 FEET WEST OF THE ROCK CAIRN AND IS ON THE HIGHEST POINT OF ROCK
 GM0621'OUTCROP.
 GM0621'
 GM0621'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED ARMIJO NO 2 1960,
 GM0621'IS CEMENTED IN A DRILL HOLE IN THE OUTCROP OF LAVA ROCK.  IT IS 10
 GM0621'FEET NORTH OF THE SOUTH EDGE OF ROCK OUTCROP AND ABOUT 2 FEET
 GM0621'LOWER THAN THE STATION.
 GM0621'
 GM0621'AZIMUTH MARK, A STANDARD DISK STAMPED ARMIJO 1960, IS CEMENTED
 GM0621'IN A DRILL HOLE IN A BOULDER WHICH PROJECTS 6 INCHES ABOVE THE
 GM0621'GROUND.  THE SURFACE OF THE BOULDER IS 2 FEET IN LENGTH AND 1 FOOT
 GM0621'IN WIDTH.  IT IS 141 FEET NORTH OF THE NORTHWEST CORNER OF FENCE,
 GM0621'AND 14 FEET WEST OF A METAL WITNESS POST.
 GM0621'
 GM0621'NOTE--THE DISTANCE TO REFERENCE MARKS WERE COMPUTED FROM VERTICAL
 GM0621'ANGLES AND SLOPE DISTANCES.
 GM0621
 GM0621                          STATION RECOVERY (1970)
 GM0621
 GM0621'RECOVERY NOTE BY US ARMY TOPOGRAPHIC COMMAND (NOW DMA) 1970 (ODJ)
 GM0621'STATION RECOVERED AS DESCRIBED.
 GM0621'
 GM0621'AZIMUTH MARK AND REFERENCE MARK NO. 1 RECOVERED IN GOOD CONDITION.
 GM0621'
 GM0621'REFERENCE MARK NO. 2 HAS BEEN DESTROYED.
 GM0621'
 GM0621'THE AZIMUTH MARK IS BEING POSITIONED GEOGRAPHICALLY AND GRAVITY
 GM0621'MEASUREMENTS ARE BEING MADE AT SAME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0809 ***********************************************************************
 CW0809  DESIGNATION -  ARMSTRONG
 CW0809  PID         -  CW0809
 CW0809  STATE/COUNTY-  NM/EDDY
 CW0809  USGS QUAD   -  TEXAS HILL (1979)
 CW0809
 CW0809                         *CURRENT SURVEY CONTROL
 CW0809  ___________________________________________________________________
 CW0809* NAD 83(1992)-  32 28 35.00767(N)    104 50 49.46080(W)     ADJUSTED  
 CW0809* NAVD 88     -      1553.     (meters)    5095.     (feet)  VERTCON   
 CW0809  ___________________________________________________________________
 CW0809  LAPLACE CORR-          -4.89  (seconds)                    DEFLEC99
 CW0809  GEOID HEIGHT-         -22.22  (meters)                     GEOID03
 CW0809
 CW0809  HORZ ORDER  -  THIRD
 CW0809
 CW0809.The horizontal coordinates were established by classical geodetic methods
 CW0809.and adjusted by the National Geodetic Survey in December 1993..
 CW0809
 CW0809.The NAVD 88 height was computed by applying the VERTCON shift value to
 CW0809.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CW0809
 CW0809.The Laplace correction was computed from DEFLEC99 derived deflections.
 CW0809
 CW0809.The geoid height was determined by GEOID03.
 CW0809
 CW0809;                    North         East     Units Scale Factor Converg.
 CW0809;SPC NM E     -   163,806.944   116,711.968   MT  0.99993783   -0 16 33.1
 CW0809;SPC NM E     -   537,423.28    382,912.52   sFT  0.99993783   -0 16 33.1
 CW0809;SPC NM C     -   164,556.204   631,869.455   MT  1.00011437   +0 45 12.3
 CW0809;SPC NM C     -   539,881.48  2,073,058.37   sFT  1.00011437   +0 45 12.3
 CW0809;UTM  13      - 3,593,252.331   514,369.647   MT  0.99960255   +0 04 55.6
 CW0809
 CW0809!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CW0809!SPC NM E     -   0.99975977  x   0.99993783  =   0.99969761
 CW0809!SPC NM C     -   0.99975977  x   1.00011437  =   0.99987411
 CW0809!UTM  13      -   0.99975977  x   0.99960255  =   0.99936242
 CW0809
 CW0809:                Primary Azimuth Mark                     Grid Az
 CW0809:SPC NM E     -  TEXAS HILL 2                             161 46 29.7
 CW0809:SPC NM C     -  TEXAS HILL 2                             160 44 44.3
 CW0809:UTM  13      -  TEXAS HILL 2                             161 25 01.0
 CW0809
 CW0809|---------------------------------------------------------------------|
 CW0809| PID    Reference Object                     Distance      Geod. Az  |
 CW0809|                                                           dddmmss.s |
 CW0809| CW0808 TEXAS HILL 2                        APPROX. 7.3 KM 1612956.6 |
 CW0809|---------------------------------------------------------------------|
 CW0809
 CW0809                          SUPERSEDED SURVEY CONTROL
 CW0809
 CW0809  NAD 83(1986)-  32 28 35.01197(N)    104 50 49.45775(W) AD(       ) 3
 CW0809  NAD 27      -  32 28 34.63590(N)    104 50 47.58044(W) AD(       ) 3
 CW0809  NGVD 29 (07/19/86) 1552.     (m)         5092.     (f) VERT ANG       
 CW0809
 CW0809.Superseded values are not recommended for survey control.
 CW0809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0809.See file dsdata.txt to determine how the superseded data were derived.
 CW0809
 CW0809_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SER1437093252(NAD 83)
 CW0809_MARKER: DD = SURVEY DISK
 CW0809_SETTING: 66 = SET IN ROCK OUTCROP
 CW0809_SP_SET: SET IN ROCK OUTCROP
 CW0809_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CW0809+STABILITY: POSITION/ELEVATION WELL
 CW0809
 CW0809  HISTORY     - Date     Condition        Report By
 CW0809  HISTORY     - 1942     MONUMENTED       USGS
 CW0809
 CW0809                          STATION DESCRIPTION
 CW0809
 CW0809'DESCRIBED BY US GEOLOGICAL SURVEY 1942
 CW0809'LOCATED ABOUT 35 MI. W. OF CARLSBAD, APPROXIMATELY IN SEC. 18, T 21 S,
 CW0809'R 21 E, ABOUT 1 MI. S. OF ARMSTRONG SEVEN RIVERS RANCH HOUSE ON
 CW0809'HIGHEST PART OF HILL ABOUT 300 FT. N. OF OLD RD., ABOUT 0.75 MI. E. OF
 CW0809'POINT WHERE CARLSBAD-PANAMA RANCH RD. FIRST ARRIVES AT TOP OF RIDGE.
 CW0809'
 CW0809'STATION MARK--STANDARD USGS BRONZE TABLET, STAMPED ---ARMSTRONG
 CW0809'1942---, SET IN LARGE ROCK IN PLACE.
 CW0809'
 CW0809'REFERENCE MARK NO. 1--STANDARD USGS BRONZE REFERENCE TABLET, STAMPED
 CW0809'---ARMSTRONG NO 1---, SET IN LARGE ROCK, 5.60 FT. FROM STATION.
 CW0809'
 CW0809'REFERENCE MARK NO. 2--STANDARD USGS BRONZE REFERENCE TABLET, STAMPED
 CW0809'---ARMSTRONG NO 2---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS1210 ***********************************************************************
 DS1210  DESIGNATION -  ARMY 7
 DS1210  PID         -  DS1210
 DS1210  STATE/COUNTY-  NM/OTERO
 DS1210  USGS QUAD   -  CAPITOL PEAK SE (1981)
 DS1210
 DS1210                         *CURRENT SURVEY CONTROL
 DS1210  ___________________________________________________________________
 DS1210* NAD 83(1992)-  33 21 35.42449(N)    106 17 08.50993(W)     ADJUSTED  
 DS1210* NAVD 88     -      1291.97   (+/-2cm)    4238.7    (feet)  VERTCON   
 DS1210  ___________________________________________________________________
 DS1210  LAPLACE CORR-           2.15  (seconds)                    DEFLEC99
 DS1210  GEOID HEIGHT-         -22.46  (meters)                     GEOID03
 DS1210
 DS1210  HORZ ORDER  -  FIRST
 DS1210  VERT ORDER  -  THIRD ? (See Below)
 DS1210
 DS1210.The horizontal coordinates were established by classical geodetic methods
 DS1210.and adjusted by the National Geodetic Survey in December 1993..
 DS1210
 DS1210.The NAVD 88 height was computed by applying the VERTCON shift value to
 DS1210.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DS1210.The vertical order pertains to the NGVD 29 superseded value.
 DS1210
 DS1210.The Laplace correction was computed from DEFLEC99 derived deflections.
 DS1210
 DS1210.The geoid height was determined by GEOID03.
 DS1210
 DS1210;                    North         East     Units Scale Factor Converg.
 DS1210;SPC NM C     -   261,657.149   496,677.921   MT  0.99990014   -0 01 10.7
 DS1210;SPC NM C     -   858,453.50  1,629,517.48   sFT  0.99990014   -0 01 10.7
 DS1210;UTM  13      - 3,691,918.098   380,381.432   MT  0.99977641   -0 42 25.5
 DS1210
 DS1210!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS1210!SPC NM C     -   0.99980073  x   0.99990014  =   0.99970089
 DS1210!UTM  13      -   0.99980073  x   0.99977641  =   0.99957719
 DS1210
 DS1210|---------------------------------------------------------------------|
 DS1210| PID    Reference Object                     Distance      Geod. Az  |
 DS1210|                                                           dddmmss.s |
 DS1210| DS1211 INST                                 19.922 METERS 19704     |
 DS1210| DS1216 SOUTHWEST 70                        APPROX.10.6 KM 2753516.4 |
 DS1210| CD1529 ARMY 7 RM 2                          21.306 METERS 27806     |
 DS1210|---------------------------------------------------------------------|
 DS1210
 DS1210                          SUPERSEDED SURVEY CONTROL
 DS1210
 DS1210  NAD 83(1986)-  33 21 35.43155(N)    106 17 08.51253(W) AD(       ) 1
 DS1210  NAD 27      -  33 21 35.15742(N)    106 17 06.50612(W) AD(       ) 1
 DS1210  NGVD 29 (07/19/86) 1291.33   (m)         4236.6    (f) LEVELING    3  
 DS1210
 DS1210.Superseded values are not recommended for survey control.
 DS1210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS1210.See file dsdata.txt to determine how the superseded data were derived.
 DS1210
 DS1210_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS8038191918(NAD 83)
 DS1210_MARKER: DS = TRIANGULATION STATION DISK
 DS1210_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS1210_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DS1210
 DS1210  HISTORY     - Date     Condition        Report By
 DS1210  HISTORY     - 1967     MONUMENTED       DMA
 DS1210
 DS1210                          STATION DESCRIPTION
 DS1210
 DS1210'DESCRIBED BY DEFENSE MAP AGENCY 1967 (JWC)
 DS1210'THE STATION IS ABOUT 25 MILES NORTH-NORTHWEST OF TULAROSA, 16 MILES
 DS1210'SOUTHWEST OF OSCURO, 12-1/2 MILES WEST-NORTHWEST OF THREE RIVERS, ON
 DS1210'THE SOUTHWEST SIDE OF A NORTHWEST-SOUTHEAST DIRT ROAD.
 DS1210'
 DS1210'TO REACH THE STATION FROM THE POST OFFICE IN TULAROSA, GO WESTERLY ON
 DS1210'STATE HIGHWAY 52 FOR 1.25 MILES TO A T-JUNCTION JUST AFTER CROSSING
 DS1210'RAILROAD TRACKS.  TURN RIGHT AND GO NORTH FOR 0.3 MILE TO WHERE THE
 DS1210'MAIN ROAD TURNS TO THE WEST, TURN LEFT AND FOLLOW THE MAIN ROAD
 DS1210'WEST FOR 6.7 MILES TO A CROSSROADS AT A GUARD SHACK ON THE LEFT.
 DS1210'TURN RIGHT AND GO NORTH ON GRAVELED ROAD FOR 12.4 MILES TO A
 DS1210'GRAVELED SIDE ROAD ON THE LEFT, CONTINUE AHEAD, NORTHWESTERLY, FOR
 DS1210'4.2 MILES TO A SIDE ROAD ON THE LEFT.  CONTINUE AHEAD ON GRAVELED
 DS1210'ROAD FOR 8.7 MILES TO A DIRT ROAD ON THE LEFT, TURN LEFT AND GO
 DS1210'NORTHWEST ON DIRT ROAD FOR 0.1 MILE TO THE STATION ON THE LEFT.
 DS1210'
 DS1210'STATION MARK IS A STANDARD DISK, STAMPED ARMY 7 WSPG 1957, SET IN THE
 DS1210'TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT PROJECTS
 DS1210'1 INCH.  IT IS 91.0 FEET SOUTHWEST OF A TELEPHONE LINE POLE NO. 235
 DS1210'AND THAT HAS GUY WIRES, 31.0 FEET SOUTHWEST OF THE CENTERLINE OF A
 DS1210'DIRT ROAD AND 4.6 FEET NORTHEAST OF A METAL WITNESS POST.  THIS
 DS1210'STATION WAS PREVIOUSLY MARKED AN ARMY MAP SERVICE BRONZE DISK,
 DS1210'SET IN THE TOP OF A ROUND CONCRETE POST, 6 INCHES IN DIAMETER.  THE
 DS1210'MARK WAS IN AN UNSUITABLE CONDITION AND WAS REPLACED, HOLDING THE
 DS1210'EXACT POSITION OF THE ORGINAL MARK WITH A STANDARD COAST AND
 DS1210'GEODETIC SURVEY DISK.
 DS1210'
 DS1210'INST HAFB IS A BRONZE DISK OF THE HOLLOMAN AIR FORCE BASE, STAMPED
 DS1210'INST H.A.F.B. 1951, CEMENTED IN A DRILL HOLE IN THE TOP OF A 8 BY 11
 DS1210'FOOT CONCRETE FOUNDATION, THAT PROJECTS 2 INCHES.  IT IS 79.0 FEET
 DS1210'SOUTHWEST OF THE CENTERLINE OF THE DIRT ROAD, 62.5 FEET SOUTH OF
 DS1210'THE METAL WITNESS POST AND ABOUT THE SAME ELEVATION AS THE STATION.
 DS1210'
 DS1210'REFERENCE MARK 1 IS A BRONZE DISK OF THE WHITE SANDS PROVING GROUNDS,
 DS1210'STAMPED ARMY 7 R M 2, SET IN THE TOP OF A ROUND CONCRETE POST, 12
 DS1210'INCHES IN DIAMETER, THAT IS FLUSH WITH THE GROUND.  IT IS 85.0 FEET
 DS1210'SOUTH-SOUTHWEST OF THE DIRT ROAD, 66.0 FEET WEST OF THE METAL
 DS1210'WITNESS POST AND ABOUT THE SAME ELEVATION AS THE STATION.
 DS1210'
 DS1210'BENCH MARK L 237 IS A STANDARD DISK, STAMPED L 237 1952, SET IN THE
 DS1210'TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT IS FLUSH
 DS1210'WITH THE GROUND.  IT IS 12.0 FEET EAST OF THE CENTERLINE OF A DIRT
 DS1210'ROAD, 66.0 FEET WEST OF A TELEPHONE LINE POLE NO. 303, 3.6 FEET
 DS1210'SOUTH OF A WOODEN WITNESS POST AND 3 FEET NORTH OF ANOTHER WOODEN
 DS1210'WITNESS POST.  TO REACH THE MARK FROM THE STATION, GO NORTHWEST ON
 DS1210'DIRT ROAD FOR 1.4 MILES TO THE MARK ON THE RIGHT.
 DS1210'
 DS1210'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1501 ***********************************************************************
 CX1501  DESIGNATION -  ARMY TWO
 CX1501  PID         -  CX1501
 CX1501  STATE/COUNTY-  NM/DONA ANA
 CX1501  USGS QUAD   -  BENNETT MOUNTAIN (1981)
 CX1501
 CX1501                         *CURRENT SURVEY CONTROL
 CX1501  ___________________________________________________________________
 CX1501* NAD 83(1992)-  32 36 19.61403(N)    106 26 09.37743(W)     ADJUSTED  
 CX1501* NAVD 88     -      1321.05   (+/-2cm)    4334.1    (feet)  VERTCON   
 CX1501  ___________________________________________________________________
 CX1501  LAPLACE CORR-          -5.29  (seconds)                    DEFLEC99
 CX1501  GEOID HEIGHT-         -23.24  (meters)                     GEOID03
 CX1501
 CX1501  HORZ ORDER  -  FIRST
 CX1501  VERT ORDER  -  THIRD ? (See Below)
 CX1501
 CX1501.The horizontal coordinates were established by classical geodetic methods
 CX1501.and adjusted by the National Geodetic Survey in December 1993..
 CX1501
 CX1501.The NAVD 88 height was computed by applying the VERTCON shift value to
 CX1501.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CX1501.The vertical order pertains to the NGVD 29 superseded value.
 CX1501
 CX1501.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1501
 CX1501.The geoid height was determined by GEOID03.
 CX1501
 CX1501;                    North         East     Units Scale Factor Converg.
 CX1501;SPC NM C     -   178,015.021   482,548.285   MT  0.99990375   -0 06 00.7
 CX1501;SPC NM C     -   584,037.61  1,583,160.50   sFT  0.99990375   -0 06 00.7
 CX1501;UTM  13      - 3,608,458.206   365,260.830   MT  0.99982387   -0 46 25.9
 CX1501
 CX1501!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1501!SPC NM C     -   0.99979628  x   0.99990375  =   0.99970005
 CX1501!UTM  13      -   0.99979628  x   0.99982387  =   0.99962018
 CX1501
 CX1501:                Primary Azimuth Mark                     Grid Az
 CX1501:SPC NM C     -  ARMY TWO AZ MK                           090 19 16.6
 CX1501:UTM  13      -  ARMY TWO AZ MK                           090 59 41.8
 CX1501
 CX1501|---------------------------------------------------------------------|
 CX1501| PID    Reference Object                     Distance      Geod. Az  |
 CX1501|                                                           dddmmss.s |
 CX1501| CX0084 ARMY TWO AZ MK                                     0901315.9 |
 CX1501| CC5980 ARMY TWO RM 1                        25.990 METERS 10138     |
 CX1501| CC5981 ARMY TWO RM 2                         5.327 METERS 20715     |
 CX1501|---------------------------------------------------------------------|
 CX1501
 CX1501                          SUPERSEDED SURVEY CONTROL
 CX1501
 CX1501  NAD 83(1986)-  32 36 19.62006(N)    106 26 09.37782(W) AD(       ) 1
 CX1501  NAD 27      -  32 36 19.31090(N)    106 26 07.39210(W) AD(       ) 1
 CX1501  NGVD 29 (07/19/86) 1320.47   (m)         4332.2    (f) LEVELING    3  
 CX1501
 CX1501.Superseded values are not recommended for survey control.
 CX1501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1501.See file dsdata.txt to determine how the superseded data were derived.
 CX1501
 CX1501_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS6526108458(NAD 83)
 CX1501_MARKER: DD = SURVEY DISK
 CX1501_SETTING: 80 = SET IN A BOULDER
 CX1501_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 CX1501
 CX1501  HISTORY     - Date     Condition        Report By
 CX1501  HISTORY     - 1952     MONUMENTED       CGS
 CX1501  HISTORY     - 1954     GOOD             CGS
 CX1501  HISTORY     - 1955     GOOD             CGS
 CX1501  HISTORY     - 1964     GOOD             CGS
 CX1501
 CX1501                          STATION DESCRIPTION
 CX1501
 CX1501'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RLE)
 CX1501'THE STATION IS LOCATED ABOUT 12.0 MILES NORTHEAST OF WHITE
 CX1501'SANDS PROVING GROUND ON THE SUMMIT AND NEAR THE EAST END OF A
 CX1501'LOW EAST-WEST RIDGE THAT IS JUST EAST OF THE SAN ANDRES MOUNTAIN
 CX1501'RANGE, 250 FEET EAST OF THE EAST SIDE OF A BUILDING AND RADAR
 CX1501'INSTALLATION.  IT IS A WHITE SANDS PROVING GROUND DISK CEMENTED
 CX1501'IN A DRILL HOLE IN A BOULDER AND IS STAMPED ARMY TWO WSPG WSA
 CX1501'BRL.
 CX1501'
 CX1501'REFERENCE MARK NO. 1 IS ON THE SAME ELEVATION AS THE STATION
 CX1501'AND IS STAMPED ARMY TWO WSPG NO 1 1952.
 CX1501'
 CX1501'REFERENCE MARK NO. 2 IS ON THE SAME ELEVATION AS THE STATION
 CX1501'AND IS STAMPED ARMY TWO WSPG NO 2 1952.
 CX1501'
 CX1501'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 91.51 FEET.
 CX1501'
 CX1501'THE AZIMUTH MARK IS IN THE SOUTHWEST ANGLE OF A T INTERSECTION,
 CX1501'50 FEET WEST OF THE CENTER OF A NORTH-SOUTH ROAD, 25 FEET
 CX1501'SOUTH OF THE CENTER OF AN EAST-WEST ROAD AND 2 FEET WEST
 CX1501'OF A WITNESS POST.  IT IS STAMPED ARMY TWO WSPG 1952 AND PROJECTS
 CX1501'6 INCHES.
 CX1501'
 CX1501'TO REACH THE STATION FROM THE JUNCTION OF THE WHITE SANDS PROVING
 CX1501'GROUND ROAD AND U.S. HIGHWAY 70 (3.5 MILES NORTH OF WHITE
 CX1501'SANDS PROVING GROUND), GO EAST AND NORTHEAST ON U.S. HIGHWAY
 CX1501'70 FOR 6.1 MILES TO A T ROAD LEFT, TURN LEFT AND GO NORTH ON
 CX1501'GRAVELED ROAD FOR 1.2 MILES TO A CROSSROAD.  TURN RIGHT AND
 CX1501'GO EAST AND NORTH FOR 6.1 MILES TO A FORK, TAKE LEFT FORK AND
 CX1501'CONTINUE NORTH FOR 0.05 MILE TO A T ROAD LEFT AND AZIMUTH MARK
 CX1501'IN SOUTHWEST ANGLE AS DESCRIBED.  TURN LEFT AND GO EAST FOR
 CX1501'2.3 MILES TO A FORK AT TOP OF HILL, TAKE LEFT FORK, TURN SHARP
 CX1501'LEFT AND GO EAST FOR 0.2 MILE TO STATION AS DESCRIBED
 CX1501'EAST OF BUILDING.
 CX1501
 CX1501                          STATION RECOVERY (1954)
 CX1501
 CX1501'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (CAS)
 CX1501'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 CX1501'TO BE IN GOOD CONDITION.  THE 1952 DESCRIPTION IS ADEQUATE
 CX1501'WITH THE FOLLOWING EXCEPTION.  IN THE TO REACH THE STATION.
 CX1501'THE SENTENCE, TURN LEFT AND GO EAST FOR 2.3 MILES TO A FORK
 CX1501'AT TOP OF HILL IS IN ERROR.  SHOULD BE, TURN LEFT AND GO WEST
 CX1501'FOR 2.3 MILES TO A FORK AT TOP OF HILL.
 CX1501
 CX1501                          STATION RECOVERY (1955)
 CX1501
 CX1501'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (CAS)
 CX1501'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 CX1501'TO BE IN GOOD CONDITION.  THE OLD DESCRIPTION IS ADEQUATE.
 CX1501
 CX1501                          STATION RECOVERY (1964)
 CX1501
 CX1501'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (WRH)
 CX1501'THE STATION MARK, REFERENCE MARKS NO. 1 AND NO. 2 WERE DESTROYED
 CX1501'PREVIOUS TO 1964 BY CONSTRUCTION EQUIPMENT.  THE AZIMUTH MARK
 CX1501'WAS RECOVERED IN GOOD CONDITION.
 CX1501'
 CX1501'A NEW STATION, ARMY TWO 2 WAS ESTABLISHED IN THE SAME GENERAL
 CX1501'AREA.  THE DESCRIPTION FOR ARMY TWO 2 WILL FURNISH ANY FURTHER
 CX1501'INFORMATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0203 ***********************************************************************
 CX0203  DESIGNATION -  ARMY TWO 2
 CX0203  PID         -  CX0203
 CX0203  STATE/COUNTY-  NM/DONA ANA
 CX0203  USGS QUAD   -  BENNETT MOUNTAIN (1981)
 CX0203
 CX0203                         *CURRENT SURVEY CONTROL
 CX0203  ___________________________________________________________________
 CX0203* NAD 83(1992)-  32 36 18.76472(N)    106 26 04.36750(W)     ADJUSTED  
 CX0203* NAVD 88     -      1321.050  (meters)    4334.14   (feet)  ADJUSTED  
 CX0203  ___________________________________________________________________
 CX0203  LAPLACE CORR-          -5.26  (seconds)                    DEFLEC99
 CX0203  GEOID HEIGHT-         -23.25  (meters)                     GEOID03
 CX0203  DYNAMIC HT  -        1319.115 (meters)    4327.80  (feet)  COMP
 CX0203  MODELED GRAV-     979,127.5   (mgal)                       NAVD 88
 CX0203
 CX0203  HORZ ORDER  -  FIRST
 CX0203  VERT ORDER  -  SECOND    CLASS 0
 CX0203
 CX0203.The horizontal coordinates were established by classical geodetic methods
 CX0203.and adjusted by the National Geodetic Survey in December 1993..
 CX0203
 CX0203.The orthometric height was determined by differential leveling
 CX0203.and adjusted by the National Geodetic Survey in June 1991..
 CX0203
 CX0203.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX0203
 CX0203.The geoid height was determined by GEOID03.
 CX0203
 CX0203.The dynamic height is computed by dividing the NAVD 88
 CX0203.geopotential number by the normal gravity value computed on the
 CX0203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0203.degrees latitude (g = 980.6199 gals.).
 CX0203
 CX0203.The modeled gravity was interpolated from observed gravity values.
 CX0203
 CX0203;                    North         East     Units Scale Factor Converg.
 CX0203;SPC NM C     -   177,988.633   482,678.856   MT  0.99990370   -0 05 58.0
 CX0203;SPC NM C     -   583,951.04  1,583,588.88   sFT  0.99990370   -0 05 58.0
 CX0203;UTM  13      - 3,608,430.287   365,391.072   MT  0.99982343   -0 46 23.2
 CX0203
 CX0203!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX0203!SPC NM C     -   0.99979628  x   0.99990370  =   0.99970000
 CX0203!UTM  13      -   0.99979628  x   0.99982343  =   0.99961974
 CX0203
 CX0203:                Primary Azimuth Mark                     Grid Az
 CX0203:SPC NM C     -  ARMY TWO AZ MK                           089 52 49.7
 CX0203:UTM  13      -  ARMY TWO AZ MK                           090 33 14.9
 CX0203
 CX0203|---------------------------------------------------------------------|
 CX0203| PID    Reference Object                     Distance      Geod. Az  |
 CX0203|                                                           dddmmss.s |
 CX0203| CX0084 ARMY TWO AZ MK                                     0894651.7 |
 CX0203| CX0205 ARMY TWO 2 RM 1                      15.213 METERS 11416     |
 CX0203| CX0204 ARMY TWO 2 RM 2                      20.247 METERS 25739     |
 CX0203|---------------------------------------------------------------------|
 CX0203
 CX0203                          SUPERSEDED SURVEY CONTROL
 CX0203
 CX0203  NAD 83(1986)-  32 36 18.77078(N)    106 26 04.36796(W) AD(       ) 1
 CX0203  NAD 27      -  32 36 18.45782(N)    106 26 02.38274(W) AD(       ) 1
 CX0203  NGVD 29 (??/??/92) 1320.473  (m)         4332.25   (f) ADJ UNCH    2 0
 CX0203
 CX0203.Superseded values are not recommended for survey control.
 CX0203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0203.See file dsdata.txt to determine how the superseded data were derived.
 CX0203
 CX0203_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS6539108430(NAD 83)
 CX0203_MARKER: DS = TRIANGULATION STATION DISK
 CX0203_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CX0203_SP_SET: MONUMENT
 CX0203_STAMPING: ARMY TWO 2 1964
 CX0203_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX0203
 CX0203  HISTORY     - Date     Condition        Report By
 CX0203  HISTORY     - 1964     MONUMENTED       DMA
 CX0203  HISTORY     - 1967     GOOD             CGS
 CX0203  HISTORY     - 1968     GOOD             CGS
 CX0203  HISTORY     - 1968     GOOD             NGS
 CX0203  HISTORY     - 1969     GOOD             CGS
 CX0203
 CX0203                          STATION DESCRIPTION
 CX0203
 CX0203'DESCRIBED BY DEFENSE MAP AGENCY 1964 (WRH)
 CX0203'STATION IS LOCATED ABOUT 19 MILES SOUTHWEST OF WHITE SANDS NATIONAL
 CX0203'MONUMENT HEADQUARTERS, ABOUT 16 MILES NORTH OF WHITE SANDS RANGE
 CX0203'HEADQUARTERS, AND ABOUT 7 MILES WEST OF U.S. HIGHWAY 70.
 CX0203'
 CX0203'STATION MARK IS A STANDARD WSPG DISK SET IN A ROUND 6 INCH CONCRETE
 CX0203'CYLINDER, 132.4 FEET NORTHEAST OF THE NORTHEAST CORNER OF BUILDING
 CX0203'S-27954, 134.3 FEET EAST OF THE SOUTHEAST CORNER OF BUILDING
 CX0203'S-27954, 96.25 FEET EAST OF THE SOUTHEAST CORNER OF A CONCRETE PAD
 CX0203'AND 95.85 FEET NORTHEAST OF THE NORTH EAST CORNER OF A CONCRETE
 CX0203'PAD.  IT IS STAMPED ARMY TWO-2 AND PROJECTS ABOUT 4 INCHES.
 CX0203'
 CX0203'REFERENCE MARK NO. 1 IS A STANDARD DISK SET FLUSH IN A DRILL HOLE IN
 CX0203'A SMALL BOULDER.  IT IS STAMPED ARMY TWO-2 NO 1 1964 AND THE BOULDER
 CX0203'PROJECTS ABOUT 6 INCHES ABOVE THE SURFACE OF THE GROUND.
 CX0203'
 CX0203'REFERENCE MARK NO. 2 IS A STANDARD DISK, SET IN CONCRETE.  IT IS
 CX0203'STAMPED ARMY TWO-2 NO 2 1964, AND PROJECTS ABOUT 6 INCHES ABOVE THE
 CX0203'SURFACE OF THE GROUND.
 CX0203'
 CX0203'THE AZIMUTH MARK FOR OLD ARMY 2 SERVES AS THE AZIMUTH MARK FOR THIS
 CX0203'NEW STATION.  IT IS A STANDARD DISK SET IN CONCRETE 49.0 FEET WEST
 CX0203'OF THE CENTER OF BLACK TOP ROAD AND 34.5 FEET SOUTH OF THE CENTER
 CX0203'OF GRAVEL ROAD.  IT IS STAMPED ARMY TWO WSPG 1952, AND PROJECTS
 CX0203'ABOUT 6 INCHES.
 CX0203'
 CX0203'TO REACH THE STATION FROM WHITE SANDS MISSILE RANGE HEADQUARTERS
 CX0203'BUILDING, GO NORTH ON HEADQUARTER AVE FOR 4.0 MILES TO U.S. HIGHWAY
 CX0203'70, TURN RIGHT AND GO EAST AND NORTHEAST ON U.S. HIGHWAY 70, FOR
 CX0203'4.5 MILES TO WHITE SANDS MISSILE RANGE ROUTE 7 ON THE LEFT, TURN
 CX0203'LEFT AND GO WEST AND NORTH ON ROUTE 7, PASSING THROUGH A GUARD GATE,
 CX0203'FOR 10.1 MILES TO A DIRT ROAD LEFT, TURN LEFT AND GO IN A
 CX0203'NORTHWEST DIRECTION FOR 1.4 MILES TO TOP OF RIDGE AT BUILDING
 CX0203'27950, MAKE A U TURN AND GO 0.4 MILE IN A SOUTHEAST DIRECTION
 CX0203'ALONG TOP OF RIDGE TO BUTLER BUILDING S-27954, CONTINUE EAST FOR
 CX0203'0.05 MILE TO STATION AS DESCRIBED.
 CX0203'
 CX0203'TO REACH THE AZIMUTH MARK FROM NICK SITE, WHERE YOU TURN AND GO
 CX0203'NORTHWEST TO STATION, TURN RIGHT AND GO EAST ON GRAVELED ROAD FOR
 CX0203'1.7 MILES TO OLD ROUTE 7, TURN LEFT AND GO NORTH FOR 0.8 MILE TO THE
 CX0203'AZIMUTH MARK ON LEFT AS DESCRIBED.
 CX0203'
 CX0203'HEIGHT OF LIGHT ABOVE STATION MARK 1.3 METERS.
 CX0203
 CX0203                          STATION RECOVERY (1967)
 CX0203
 CX0203'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (JCC)
 CX0203'ALL MARKS WERE RECOVERED AS DESCRIBED AND WERE FOUND TO BE IN
 CX0203'GOOD CONDITION.  THE DISTANCES AND DIRECTIONS WERE VERIFIED AND THE
 CX0203'DESCRIPTION IS ENTIRELY ADEQUATE.
 CX0203
 CX0203                          STATION RECOVERY (1968)
 CX0203
 CX0203'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JBJ)
 CX0203'THE STATION MARK, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK WERE
 CX0203'RECOVERED IN GOOD CONDITION.  A DIFFERENCE IN DISTANCE WAS NOTED TO
 CX0203'REFERENCE MARKS 1 AND 2.  FOLLOWING IS A COMPLETE NEW DESCRIPTION.
 CX0203'
 CX0203'THE STATION IS ABOUT 19-1/2 MILES SOUTHWEST OF THE WHITE SANDS
 CX0203'NATIONAL MONUMENT, 15-1/2 MILES NORTH OF THE MISSILE RANGE
 CX0203'HEADQUARTERS, 1/4 MILE WEST OF ROUTE 7 AND ON THE EAST END OF AN
 CX0203'EAST-WEST RIDGE.
 CX0203'
 CX0203'TO REACH THE STATION FROM THE MISSILE RANGE HEADQUARTERS BUILDING, GO
 CX0203'NORTH ON HEADQUARTERS AVENUE, PASSING THROUGH CHECK POINT, FOR 4.0
 CX0203'MILES TO U.S. HIGHWAY 70.  TURN RIGHT AND GO NORTHEAST ON HIGHWAY
 CX0203'70 FOR 4.25 MILES TO ROUTE 7 ON THE LEFT, TURN LEFT AND GO WEST AND
 CX0203'NORTH ON ROUTE 7 FOR 3.6 MILES TO A GRAVEL PIT ON THE LEFT.  CONTINUE
 CX0203'NORTH ON ROUTE 7 FOR 5.55 MILES TO A GRAVELED ROAD ON THE RIGHT AND
 CX0203'A SMALL YELLOW BUILDING ON THE LEFT.  (TO REACH THE AZIMUTH MARK
 CX0203'FROM THIS POINT, TURN RIGHT AND GO EAST ON GRAVELED ROAD FOR 1.75
 CX0203'MILES TO A CROSSROAD.  TURN LEFT AND GO NORTH ON GRAVELED ROAD
 CX0203'FOR 0.7 MILE TO A FORK, TAKE THE LEFT FORK AND GO NORTH FOR 0.05
 CX0203'MILE TO THE MARK ON THE LEFT.) BEAR LEFT OFF OF ROUTE 7 AND GO NORTH
 CX0203'ON GRAVELED ROAD, THAT RUNS PARALLEL WITH ROUTE 7, FOR 0.6 MILE TO
 CX0203'WHERE THE ROAD CURVES TO THE WEST, CONTINUE ON GRAVELED ROAD, WEST,
 CX0203'FOR 0.55 MILE TO WHERE THE ROAD CURVES AROUND TO THE EAST AND
 CX0203'BUILDING NUMBER 27950.  CONTINUE ON GRAVELED ROAD, AROUND
 CX0203'CURVE AND GO EAST FOR 0.3 MILE TO BUILDING NUMBER S-27954 AND THE
 CX0203'STATION JUST EAST OF THE BUILDING.
 CX0203'
 CX0203'STATION MARK IS A STANDARD DISK, STAMPED ARMY TWO 2 1964, SET IN THE
 CX0203'TOP OF A 12 INCH SQUARE CONCRETE POST, THAT PROJECTS 3 INCHES ABOVE
 CX0203'THE GROUND.  IT IS 132.6 FEET EAST OF THE NORTHEAST CORNER OF THE
 CX0203'BUILDING, 66.0 FEET EAST OF A WOOD FENCE AND 3.9 FEET SOUTHWEST OF
 CX0203'A WITNESS POST.
 CX0203'
 CX0203'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED ARMY TWO 2 NO 1 1964,
 CX0203'CEMENTED IN A DRILL HOLE IN A 3 BY 3 FOOT BOULDER, THAT PROJECTS 2
 CX0203'FEET.  IT IS 47.6 FEET EAST OF A WITNESS POST.  THE DISTANCE FROM
 CX0203'THE AXIS OF THE TELESCOPE IS 51.68 FEET OR 15.754 METERS.  IT IS
 CX0203'ABOUT 6 FEET LOWER IN ELEVATION THAN THE STATION.
 CX0203'
 CX0203'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED ARMY TWO 2 NO 2 1964,
 CX0203'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST, THAT PROJECTS 4
 CX0203'INCHES ABOVE THE GROUND.  IT IS 72.7 FEET EAST OF THE SOUTHEAST
 CX0203'CORNER OF THE BUILDING AND 12.3 FEET EAST OF THE WOOD FENCE.  IT IS
 CX0203'ABOUT THE SAME IN ELEVATION AS THE STATION.
 CX0203'
 CX0203'AZIMUTH MARK IS A STANDARD DISK, STAMPED ARMY TWO WSPG 1952, SET IN
 CX0203'THE TOP OF A 12 INCH SQUARE CONCRETE POST, THAT PROJECTS 4 INCHES
 CX0203'ABOVE THE GROUND.  IT IS 51.0 FEET WEST OF THE CENTERLINE OF A
 CX0203'NORTH-SOUTH GRAVELED ROAD, 31.0 FEET SOUTH OF THE CENTERLINE OF AN
 CX0203'EAST-WEST DIRT ROAD AND 1.5 FEET WEST OF A WOOD WITNESS POST.
 CX0203'AZIMUTH MARK ALSO A BENCH MARK.
 CX0203'
 CX0203'THE DISTANCE BETWEEN THE REFERENCE MARKS WAS NOT MEASURED DUE TO
 CX0203'OBSTRUCTIONS.
 CX0203'
 CX0203'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--15-1/2 MILES NORTH
 CX0203'OF THE MISSILE RANGE HEADQUARTERS.
 CX0203
 CX0203                          STATION RECOVERY (1968)
 CX0203
 CX0203'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 CX0203'16.8 MI N FROM WSMR HEADQUARTERS.
 CX0203'4.2 MILES NORTH ALONG MAIN ACCESS ROAD FROM WHITE SANDS MISSILE RANGE
 CX0203'HEADQUARTERS.  THENCE 4.6 MILES NORTHEAST ALONG U.S. HIGHWAY 70.
 CX0203'THENCE 9.1 MILES WEST AND NORTH ALONG WSMR ROUTE 7.  THENCE 1.1 MILES
 CX0203'NORTH NORTHWEST ALONG A DIRT ROAD.  THENCE 200 FEET NORTH ALONG A DIM
 CX0203'TRACK ROAD.  THENCE 0.25 MILE EAST ALONG A GRAVELED ROAD.  IT IS 26
 CX0203'FEET SOUTH OF THE NORTH EDGE OF THE HILL, 20 FEET NORTH OF THE SOUTH
 CX0203'EDGE OF THE HILL, 12.5 FEET WEST OF THE EAST EDGE OF THE HILL, 4.5
 CX0203'FEET WEST OF A METAL WITNESS SIGN AND SET IN THE TOP OF A 12 INCH
 CX0203'SQUARE CONCRETE MONUMENT THAT PROJECTS ABOUT 0.4 FOOT ABOVE THE
 CX0203'SURFACE OF THE GROUND.
 CX0203
 CX0203                          STATION RECOVERY (1969)
 CX0203
 CX0203'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LGB)
 CX0203'THE STATION MARK AND REFERENCE MARKS NO. 1 AND NO. 2 AND THE AZIMUTH
 CX0203'MARK WERE RECOVERED IN GOOD CONDITION.  THE DIRECTIONS TO THE
 CX0203'REFERENCE MARKS AND THE AZIMUTH MARK WERE VERIFIED.  THE DISTANCE
 CX0203'TO BOTH REFERENCE MARKS WAS ALSO VERIFIED.
 CX0203'
 CX0203'THE 1964 TO REACH IS ADEQUATE.
 CX0203'
 CX0203'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 19 MILES
 CX0203'SOUTHWEST OF WHITE SANDS NAT. MON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0205 ***********************************************************************
 CX0205  DESIGNATION -  ARMY TWO 2 RM 1
 CX0205  PID         -  CX0205
 CX0205  STATE/COUNTY-  NM/DONA ANA
 CX0205  USGS QUAD   -  BENNETT MOUNTAIN (1981)
 CX0205
 CX0205                         *CURRENT SURVEY CONTROL
 CX0205  ___________________________________________________________________
 CX0205* NAD 83(1986)-  32 36 18.     (N)    106 26 05.     (W)     SCALED    
 CX0205* NAVD 88     -      1318.644  (meters)    4326.25   (feet)  ADJUSTED  
 CX0205  ___________________________________________________________________
 CX0205  GEOID HEIGHT-         -23.25  (meters)                     GEOID03
 CX0205  DYNAMIC HT  -        1316.712 (meters)    4319.91  (feet)  COMP
 CX0205  MODELED GRAV-     979,127.2   (mgal)                       NAVD 88
 CX0205
 CX0205  VERT ORDER  -  SECOND    CLASS 0
 CX0205
 CX0205.The horizontal coordinates were scaled from a topographic map and have
 CX0205.an estimated accuracy of +/- 6 seconds.
 CX0205
 CX0205.The orthometric height was determined by differential leveling
 CX0205.and adjusted by the National Geodetic Survey in June 1991..
 CX0205
 CX0205.The geoid height was determined by GEOID03.
 CX0205
 CX0205.The dynamic height is computed by dividing the NAVD 88
 CX0205.geopotential number by the normal gravity value computed on the
 CX0205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0205.degrees latitude (g = 980.6199 gals.).
 CX0205
 CX0205.The modeled gravity was interpolated from observed gravity values.
 CX0205
 CX0205;                    North         East    Units  Estimated Accuracy
 CX0205;SPC NM C     -   177,970.      482,660.      MT  (+/- 180 meters Scaled)
 CX0205
 CX0205                          SUPERSEDED SURVEY CONTROL
 CX0205
 CX0205  NGVD 29 (??/??/92) 1318.066  (m)         4324.35   (f) ADJ UNCH    2 0
 CX0205
 CX0205.Superseded values are not recommended for survey control.
 CX0205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0205.See file dsdata.txt to determine how the superseded data were derived.
 CX0205
 CX0205_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS653084(NAD 83)
 CX0205_MARKER: DB = BENCH MARK DISK
 CX0205_SETTING: 66 = SET IN ROCK OUTCROP
 CX0205_SP_SET: SET IN ROCK OUTCROP
 CX0205_STAMPING: ARMY TWO 2 NO 1 1964
 CX0205_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CX0205+STABILITY: POSITION/ELEVATION WELL
 CX0205
 CX0205  HISTORY     - Date     Condition        Report By
 CX0205  HISTORY     - 1964     MONUMENTED       CGS
 CX0205  HISTORY     - 1968     GOOD             NGS
 CX0205
 CX0205                          STATION DESCRIPTION
 CX0205
 CX0205'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CX0205'16.8 MI N FROM WSMR HEADQUARTERS.
 CX0205'4.2 MILES NORTH ALONG MAIN ACCESS ROAD FROM WHITE SANDS MISSILE RANGE
 CX0205'HEADQUARTERS.  THENCE 4.6 MILES NORTHEAST ALONG U.S. HIGHWAY 70.
 CX0205'THENCE 9.1 MILES WEST AND NORTH ALONG WSMR ROUTE 7.  THENCE 1.1 MILES
 CX0205'NORTH NORTHWEST ALONG A DIRT ROAD.  THENCE 200 FEET NORTH ALONG A DIM
 CX0205'TRACK ROAD.  THENCE 0.25 MILE EAST ALONG A GRAVELED ROAD.  IT IS 46
 CX0205'FEET EAST SOUTHEAST OF A METAL WITNESS SIGN, 36 FEET EAST OF THE EAST
 CX0205'EDGE OF THE HILL, SET FLUSH IN A DRILLHOLE IN A 2X3 FOOT ROCK
 CX0205'OUTCROPPING THAT PROJECTS ABOUT 0.2 FOOT ABOVE THE SURFACE OF THE
 CX0205'GROUND AND ABOUT 5 FEET LOWER THAN THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0204 ***********************************************************************
 CX0204  DESIGNATION -  ARMY TWO 2 RM 2
 CX0204  PID         -  CX0204
 CX0204  STATE/COUNTY-  NM/DONA ANA
 CX0204  USGS QUAD   -  BENNETT MOUNTAIN (1981)
 CX0204
 CX0204                         *CURRENT SURVEY CONTROL
 CX0204  ___________________________________________________________________
 CX0204* NAD 83(1986)-  32 36 18.     (N)    106 26 06.     (W)     SCALED    
 CX0204* NAVD 88     -      1321.509  (meters)    4335.65   (feet)  ADJUSTED  
 CX0204  ___________________________________________________________________
 CX0204  GEOID HEIGHT-         -23.25  (meters)                     GEOID03
 CX0204  DYNAMIC HT  -        1319.573 (meters)    4329.30  (feet)  COMP
 CX0204  MODELED GRAV-     979,126.9   (mgal)                       NAVD 88
 CX0204
 CX0204  VERT ORDER  -  SECOND    CLASS 0
 CX0204
 CX0204.The horizontal coordinates were scaled from a topographic map and have
 CX0204.an estimated accuracy of +/- 6 seconds.
 CX0204
 CX0204.The orthometric height was determined by differential leveling
 CX0204.and adjusted by the National Geodetic Survey in June 1991..
 CX0204
 CX0204.The geoid height was determined by GEOID03.
 CX0204
 CX0204.The dynamic height is computed by dividing the NAVD 88
 CX0204.geopotential number by the normal gravity value computed on the
 CX0204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0204.degrees latitude (g = 980.6199 gals.).
 CX0204
 CX0204.The modeled gravity was interpolated from observed gravity values.
 CX0204
 CX0204;                    North         East    Units  Estimated Accuracy
 CX0204;SPC NM C     -   177,970.      482,640.      MT  (+/- 180 meters Scaled)
 CX0204
 CX0204                          SUPERSEDED SURVEY CONTROL
 CX0204
 CX0204  NGVD 29 (??/??/92) 1320.932  (m)         4333.76   (f) ADJ UNCH    2 0
 CX0204
 CX0204.Superseded values are not recommended for survey control.
 CX0204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0204.See file dsdata.txt to determine how the superseded data were derived.
 CX0204
 CX0204_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS653084(NAD 83)
 CX0204_MARKER: DR = REFERENCE MARK DISK
 CX0204_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CX0204_SP_SET: MONUMENT
 CX0204_STAMPING: ARMY TWO 2 NO 2 1964
 CX0204_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX0204
 CX0204  HISTORY     - Date     Condition        Report By
 CX0204  HISTORY     - 1964     MONUMENTED       CGS
 CX0204  HISTORY     - 1968     GOOD             NGS
 CX0204
 CX0204                          STATION DESCRIPTION
 CX0204
 CX0204'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CX0204'16.8 MI N FROM WSMR HEADQUARTERS.
 CX0204'4.2 MILES NORTH ALONG MAIN ACCESS ROAD FROM WHITE SANDS MISSILE RANGE
 CX0204'HEADQUARTERS.  THENCE 4.6 MILES NORTHEAST ALONG U.S. HIGHWAY 70.
 CX0204'THENCE 9.1 MILES WEST AND NORTH ALONG WSMR ROUTE 7.  THENCE 1.1 MILES
 CX0204'NORTH NORTHWEST ALONG A DIRT ROAD.  THENCE 200 FEET NORTH ALONG A DIM
 CX0204'TRACK ROAD.  THENCE 0.25 MILE EAST ALONG A GRAVELED ROAD.  IT IS 72.5
 CX0204'FEET EAST OF THE SOUTHEAST CORNER OF A METAL BUILDING, 39.5 FEET
 CX0204'SOUTHEAST OF THE SOUTHEAST CORNER OF A LARGE CONCRETE SLAB, 3 FEET
 CX0204'NORTH OF THE SOUTH EDGE OF THE HILL, SET IN THE TOP OF A 12 INCH
 CX0204'SQUARE CONCRETE MONUMENT THAT PROJECTS ABOUT 0.4 FOOT ABOVE THE
 CX0204'SURFACE OF THE GROUND AND IS ABOUT LEVEL WITH THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0084 ***********************************************************************
 CX0084  DESIGNATION -  ARMY TWO AZ MK
 CX0084  PID         -  CX0084
 CX0084  STATE/COUNTY-  NM/DONA ANA
 CX0084  USGS QUAD   -  BENNETT MOUNTAIN (1981)
 CX0084
 CX0084                         *CURRENT SURVEY CONTROL
 CX0084  ___________________________________________________________________
 CX0084* NAD 83(1986)-  32 36 17.     (N)    106 23 56.     (W)     SCALED    
 CX0084* NAVD 88     -      1201.842  (meters)    3943.04   (feet)  ADJUSTED  
 CX0084  ___________________________________________________________________
 CX0084  GEOID HEIGHT-         -23.37  (meters)                     GEOID03
 CX0084  DYNAMIC HT  -        1200.085 (meters)    3937.28  (feet)  COMP
 CX0084  MODELED GRAV-     979,135.0   (mgal)                       NAVD 88
 CX0084
 CX0084  VERT ORDER  -  SECOND    CLASS 0
 CX0084
 CX0084.The horizontal coordinates were scaled from a topographic map and have
 CX0084.an estimated accuracy of +/- 6 seconds.
 CX0084
 CX0084.The orthometric height was determined by differential leveling
 CX0084.and adjusted by the National Geodetic Survey in June 1991..
 CX0084
 CX0084.The geoid height was determined by GEOID03.
 CX0084
 CX0084.The dynamic height is computed by dividing the NAVD 88
 CX0084.geopotential number by the normal gravity value computed on the
 CX0084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0084.degrees latitude (g = 980.6199 gals.).
 CX0084
 CX0084.The modeled gravity was interpolated from observed gravity values.
 CX0084
 CX0084;                    North         East    Units  Estimated Accuracy
 CX0084;SPC NM C     -   177,930.      486,030.      MT  (+/- 180 meters Scaled)
 CX0084
 CX0084                          SUPERSEDED SURVEY CONTROL
 CX0084
 CX0084  NGVD 29 (??/??/92) 1201.261  (m)         3941.14   (f) ADJ UNCH    2 0
 CX0084
 CX0084.Superseded values are not recommended for survey control.
 CX0084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0084.See file dsdata.txt to determine how the superseded data were derived.
 CX0084
 CX0084_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS687083(NAD 83)
 CX0084_MARKER: DZ = AZIMUTH MARK DISK
 CX0084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX0084_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CX0084_STAMPING: ARMY TWO 1952 WSPG
 CX0084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX0084+STABILITY: SURFACE MOTION
 CX0084
 CX0084  HISTORY     - Date     Condition        Report By
 CX0084  HISTORY     - 1952     MONUMENTED       CGS
 CX0084
 CX0084                          STATION DESCRIPTION
 CX0084
 CX0084'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CX0084'48.25 MI SW FROM ALAMOGORDO.
 CX0084'39.0 MILES SOUTHWEST ALONG U.S. HIGHWAY 70 FROM THE POST OFFICE AT
 CX0084'ALAMOGORDO, THENCE 0.3 MILE WEST ALONG A DIM TRACK ROAD, THENCE 0.45
 CX0084'MILE SOUTHWEST ALONG A TRACK ROAD, THENCE 8.5 MILES NORTH ALONG A
 CX0084'GRAVELED ROAD.  200 FEET NORTH OF THE CENTER OF A JUNCTION WITH OLD
 CX0084'U.S. HIGHWAY 70, 54 FEET WEST OF THE CENTER LINE OF A GRAVELED ROAD,
 CX0084'27 FEET SOUTH OF THE CENTER LINE OF A DIRT ROAD LEADING WEST.  2 FEET
 CX0084'WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 CX0084'PROJECTS 0.7 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC7042 ***********************************************************************
 AC7042  SACS        -  This is a Secondary Airport Control Station.
 AC7042  DESIGNATION -  ARP 2 CNM
 AC7042  PID         -  AC7042
 AC7042  STATE/COUNTY-  NM/EDDY
 AC7042  USGS QUAD   -  KITCHEN COVE (1985)
 AC7042
 AC7042                         *CURRENT SURVEY CONTROL
 AC7042  ___________________________________________________________________
 AC7042* NAD 83(1992)-  32 20 13.97378(N)    104 15 48.25311(W)     ADJUSTED  
 AC7042* NAVD 88     -       993.29   (meters)    3258.8    (feet)  GPS OBS   
 AC7042  ___________________________________________________________________
 AC7042  X           -  -1,329,212.366 (meters)                     COMP
 AC7042  Y           -  -5,228,658.974 (meters)                     COMP
 AC7042  Z           -   3,392,602.864 (meters)                     COMP
 AC7042  LAPLACE CORR-          -4.73  (seconds)                    DEFLEC99
 AC7042  ELLIP HEIGHT-         968.93  (meters)          (08/10/01) GPS OBS
 AC7042  GEOID HEIGHT-         -24.39  (meters)                     GEOID03
 AC7042
 AC7042  HORZ ORDER  -  FIRST
 AC7042  ELLP ORDER  -  THIRD     CLASS II
 AC7042
 AC7042.This mark is at Cavern City Air Terminal Airport (CNM)
 AC7042
 AC7042.The horizontal coordinates were established by GPS observations
 AC7042.and adjusted by the National Geodetic Survey in March 1997..
 AC7042
 AC7042.The orthometric height was determined by GPS observations and a
 AC7042.high-resolution geoid model.
 AC7042
 AC7042.GPS derived orthometric heights for airport stations designated as
 AC7042.PACS or SACS are published to 2 decimal places.  This maintains
 AC7042.centimeter relative accuracy between the PACS and SACS.  It does
 AC7042.not indicate centimeter accuracy relative to other marks which are
 AC7042.part of the NAVD 88 network.
 AC7042
 AC7042.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7042
 AC7042.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC7042
 AC7042.The ellipsoidal height was determined by GPS observations
 AC7042.and is referenced to NAD 83.
 AC7042
 AC7042.The geoid height was determined by GEOID03.
 AC7042
 AC7042;                    North         East     Units Scale Factor Converg.
 AC7042;SPC NM E     -   148,260.466   171,582.980   MT  0.99990963   +0 02 14.7
 AC7042;SPC NM E     -   486,417.88    562,935.16   sFT  0.99990963   +0 02 14.7
 AC7042;UTM  13      - 3,578,052.778   569,320.440   MT  0.99965926   +0 23 38.5
 AC7042
 AC7042!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7042!SPC NM E     -   0.99984789  x   0.99990963  =   0.99975753
 AC7042!UTM  13      -   0.99984789  x   0.99965926  =   0.99950720
 AC7042
 AC7042                          SUPERSEDED SURVEY CONTROL
 AC7042
 AC7042  ELLIP H (03/20/97)  968.93   (m)                       GP(       ) 3 1
 AC7042
 AC7042.Superseded values are not recommended for survey control.
 AC7042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7042.See file dsdata.txt to determine how the superseded data were derived.
 AC7042
 AC7042_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SER6932078053(NAD 83)
 AC7042_MARKER: DT = TOPOGRAPHIC STATION DISK
 AC7042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC7042_STAMPING: ARP 2 CNM 1973
 AC7042_MARK LOGO: CGS   
 AC7042_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC7042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC7042+STABILITY: SURFACE MOTION
 AC7042_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7042+SATELLITE: SATELLITE OBSERVATIONS - March 20, 2004
 AC7042
 AC7042  HISTORY     - Date     Condition        Report By
 AC7042  HISTORY     - 1973     MONUMENTED       NOS
 AC7042  HISTORY     - 19930615 GOOD             NGS
 AC7042  HISTORY     - 19960114 GOOD             CHANCE
 AC7042  HISTORY     - 19970408 GOOD             NGS
 AC7042  HISTORY     - 19991214 GOOD             NGS
 AC7042  HISTORY     - 20040320 GOOD             USPSQD
 AC7042
 AC7042                          STATION DESCRIPTION
 AC7042
 AC7042'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 AC7042'STATION IS LOCATED AT THE CAVERN CITY AIR TERMINAL NEAR THE GEOMETRIC
 AC7042'CENTER OF THE RUNWAY SURFACES, APP.  1190 FT (362.7 M) NW OF THE NW
 AC7042'EDGE OF THE 3-21, APPR.  1115 FT (339.9 M) NE OF THE NE EDGE OF THE
 AC7042'RWY 14R-32L, AND 970 FT (295.7 M) SW OF ARP 1954.  A WITNESS POST WAS
 AC7042'SET 4.7 FT (1.4 M) N OF THE STATION.  STATION IS A STANDARD
 AC7042'TOPOGRAPHIC DISK SET IN THE TOP OF A CONCRETE MONUMENT FLUSH WITH THE
 AC7042'GROUND AND STAMPED ARP 2 CNM 1973.
 AC7042
 AC7042                          STATION RECOVERY (1996)
 AC7042
 AC7042'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (KB)
 AC7042'THE STATION IS LOCATED APPROXIMATELY 4.8 KM (3.00 MI) SOUTH OF THE
 AC7042'CITY OF CARLSBAD AT THE CAVERN CITY AIR TERMINAL.  OWNERSHIP -- CITY
 AC7042'OF CARLSBAD, MIKE MEDLEY - AIRPORT MANAGER, PHONE (505) 887-3060 TO
 AC7042'REACH THE STATION FROM THE Y JUNCTION OF US HIGHWAY 62-180 AND US
 AC7042'HIGHWAY 285 IN SOUTH CARLSBAD, PROCEED SOUTH-SOUTHWEST ON US HIGHWAY
 AC7042'62-180 FOR 5.8 KM (3.60 MI) TO THE CAVERN CITY AIR TERMINAL ENTRANCE.
 AC7042'TURN RIGHT AND GO WEST FOR 0.25 KM (0.15 MI) TO THE TERMINAL BUILDING
 AC7042'AND GATE TO THE NORTH.  PASS THROUGH GATE AND PROCEED SOUTHWEST ACROSS
 AC7042'THE APRON FOR 0.25 KM (0.15 MI) TO THE JUNCTION WITH A TAXIWAY LEADING
 AC7042'SOUTHWEST.  CONTINUE SOUTHWEST ALONG TAXIWAY FOR 0.25 KM (0.15 MI) TO
 AC7042'THE JUNCTION WITH RUNWAYS 14L-32R AND 8-26.  CROSS RUNWAYS AND
 AC7042'CONTINUE SOUTHWEST ALONG TAXIWAY B FOR 0.3 KM (0.20 MI) TO THE
 AC7042'JUNCTION WITH TAXIWAY B1 ON THE LEFT. CONTINUE SOUTHWEST ALONG TAXIWAY
 AC7042'B FOR 0.55 KM (0.35 MI) THEN TURN RIGHT LEAVING THE TAXIWAY AND
 AC7042'PROCEED NORTHWEST OVER LAND FOR APPROXIMATELY 300 M (984.2 FT) TO THE
 AC7042'STATION THE STATION IS A STANDARD SURVEY DISK SET INTO THE TOP OF A
 AC7042'ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND.  THE STATION IS LOCATED
 AC7042'362.7 M (1190.0 FT) NORTHWEST OF THE NORTHEAST EDGE OF RUNWAY 3-21,
 AC7042'339.9 M (1115.2 FT) NORTHEAST OF THE NORTHEAST EDGE OF RUNWAY 14R-32L,
 AC7042'295.7 M (970.1 FT) SOUTHWEST OF A CGS TOPOGRAPHIC DISK SET IN A
 AC7042'CONCRETE MONUMENT STAMPED ARP 1954, 1.43 M (4.69 FT) SOUTH-SOUTHWEST
 AC7042'OF A 4 FT (1.2 M) TALL WOODEN WITNESS POST PAINTED ORANGE, AND 0.9 M
 AC7042'(3.0 FT) EAST-SOUTHEAST OF A CARSONITE WITNESS POST THE STATION IS
 AC7042'DESIGNATED AS A SECONDARY AIRPORT CONTROL STATION (SACS) - NEW MEXICO
 AC7042'ANA SURVEYS 1996
 AC7042
 AC7042                          STATION RECOVERY (1997)
 AC7042
 AC7042'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 AC7042'RECOVERED AS DESCRIBED WITH THE FOLLOWING CHANGES.  NO AIRPORT MANAGER
 AC7042'AT THIS TIME, CONTACT CITY HALL FOR ACCESS.  PHONE 505-887-3060.
 AC7042'NOTE--THIS STATION WAS USED AS THE PRIMARY AIRPORT CONTROL STATION
 AC7042'(PACS) .
 AC7042
 AC7042                          STATION RECOVERY (1999)
 AC7042
 AC7042'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (WEH)
 AC7042'GOOD.
 AC7042
 AC7042                          STATION RECOVERY (2004)
 AC7042
 AC7042'RECOVERY NOTE BY US POWER SQUADRON 2004 (CAG)
 AC7042'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0937 ***********************************************************************
 CY0937  DESIGNATION -  ARP 2 SVC
 CY0937  PID         -  CY0937
 CY0937  STATE/COUNTY-  NM/GRANT
 CY0937  USGS QUAD   -  HURLEY WEST (1992)
 CY0937
 CY0937                         *CURRENT SURVEY CONTROL
 CY0937  ___________________________________________________________________
 CY0937* NAD 83(1992)-  32 37 55.38720(N)    108 09 16.36050(W)     ADJUSTED  
 CY0937* NAVD 88     -      1639.928  (meters)    5380.33   (feet)  ADJUSTED  
 CY0937  ___________________________________________________________________
 CY0937  X           -  -1,675,667.921 (meters)                     COMP
 CY0937  Y           -  -5,110,233.204 (meters)                     COMP
 CY0937  Z           -   3,420,536.172 (meters)                     COMP
 CY0937  LAPLACE CORR-           2.24  (seconds)                    DEFLEC99
 CY0937  ELLIP HEIGHT-        1615.86  (meters)          (12/05/01) GPS OBS
 CY0937  GEOID HEIGHT-         -24.09  (meters)                     GEOID03
 CY0937  DYNAMIC HT  -        1637.373 (meters)    5371.95  (feet)  COMP
 CY0937  MODELED GRAV-     979,022.5   (mgal)                       NAVD 88
 CY0937
 CY0937  HORZ ORDER  -  THIRD
 CY0937  VERT ORDER  -  FIRST     CLASS II
 CY0937  ELLP ORDER  -  FOURTH    CLASS II
 CY0937
 CY0937.This mark is at Grant County Airport (SVC)
 CY0937
 CY0937.The horizontal coordinates were established by GPS observations
 CY0937.and adjusted by the National Geodetic Survey in September 1997..
 CY0937
 CY0937.The orthometric height was determined by differential leveling
 CY0937.and adjusted by the National Geodetic Survey in May 1999..
 CY0937
 CY0937.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CY0937
 CY0937.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY0937
 CY0937.The ellipsoidal height was determined by GPS observations
 CY0937.and is referenced to NAD 83.
 CY0937
 CY0937.The geoid height was determined by GEOID03.
 CY0937
 CY0937.The dynamic height is computed by dividing the NAVD 88
 CY0937.geopotential number by the normal gravity value computed on the
 CY0937.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0937.degrees latitude (g = 980.6199 gals.).
 CY0937
 CY0937.The modeled gravity was interpolated from observed gravity values.
 CY0937
 CY0937;                    North         East     Units Scale Factor Converg.
 CY0937;SPC NM W     -   180,998.326   799,860.244   MT  0.99992786   -0 10 23.6
 CY0937;SPC NM W     -   593,825.34  2,624,208.15   sFT  0.99992786   -0 10 23.6
 CY0937;UTM  12      - 3,614,073.732   766,954.675   MT  1.00047886   +1 32 07.1
 CY0937
 CY0937!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY0937!SPC NM W     -   0.99974636  x   0.99992786  =   0.99967424
 CY0937!UTM  12      -   0.99974636  x   1.00047886  =   1.00022510
 CY0937
 CY0937:                Primary Azimuth Mark                     Grid Az
 CY0937:SPC NM W     -  HURLEY SMOKESTACK                        021 08 58.6
 CY0937:UTM  12      -  HURLEY SMOKESTACK                        019 26 27.9
 CY0937
 CY0937|---------------------------------------------------------------------|
 CY0937| PID    Reference Object                     Distance      Geod. Az  |
 CY0937|                                                           dddmmss.s |
 CY0937| CY0924 HURLEY SMOKESTACK                   APPROX. 8.0 KM 0205835.0 |
 CY0937| CY0942 SILVER CITY GRANT CO APT BCN        214.346 METERS 20046     |
 CY0937| CY0014 SILVER AIR                          462.665 METERS 2423939.6 |
 CY0937|---------------------------------------------------------------------|
 CY0937
 CY0937                          SUPERSEDED SURVEY CONTROL
 CY0937
 CY0937  ELLIP H (09/30/97) 1615.89   (m)                       GP(       ) 4 2
 CY0937  NAD 83(1992)-  32 37 55.38670(N)    108 09 16.36031(W) AD(       ) 3
 CY0937  NAD 83(1986)-  32 37 55.38392(N)    108 09 16.35964(W) AD(       ) 3
 CY0937  NAD 27      -  32 37 55.11250(N)    108 09 14.24326(W) AD(       ) 3
 CY0937  NGVD 29 (07/19/86) 1639.1    (m)         5378.     (f) VERT ANG       
 CY0937
 CY0937.Superseded values are not recommended for survey control.
 CY0937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0937.See file dsdata.txt to determine how the superseded data were derived.
 CY0937
 CY0937_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYB6695514074(NAD 83)
 CY0937_MARKER: DT = TOPOGRAPHIC STATION DISK
 CY0937_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0937_STAMPING: A.R.P.-2 1964
 CY0937_MARK LOGO: CGS   
 CY0937_MAGNETIC: N = NO MAGNETIC MATERIAL
 CY0937_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0937+STABILITY: SURFACE MOTION
 CY0937_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CY0937+SATELLITE: SATELLITE OBSERVATIONS - February 25, 1999
 CY0937
 CY0937  HISTORY     - Date     Condition        Report By
 CY0937  HISTORY     - 1964     MONUMENTED       CGS
 CY0937  HISTORY     - 19880615 GOOD             CGS
 CY0937  HISTORY     - 19960510 GOOD             CHANCE
 CY0937  HISTORY     - 19970515 GOOD             NGS
 CY0937  HISTORY     - 19990225 GOOD             NGS
 CY0937
 CY0937                          STATION DESCRIPTION
 CY0937
 CY0937'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JJC)
 CY0937'THE STATION IS LOCATED NEAR TO THE GEOMETRIC CENTER OF THE
 CY0937'SILVER CITY-GRANT COUNTY AIRPORT.  510 FT. E. OF THE C/L
 CY0937'INTERSECTION OF THE PAVED TAXI-WAY AND E-W RUNWAY.  250 FT.
 CY0937'N. OF THE N. EDGE OF PAVED TIE DOWN AREA.  100 FT. S. OF
 CY0937'THE C/L OF THE E-W RUNWAY.  AND 75.0 FEET S. OF THE S. EDGE
 CY0937'OF THE RW.  A STANDARD TOPOGRAPHIC STATION DISK STAMPED
 CY0937'A.R.P.-2 1964 SET IN THE TOP OF A 12 INCH CONCRETE POST WHICH
 CY0937'PROJECTS 2 INCHES.
 CY0937
 CY0937                          STATION RECOVERY (1988)
 CY0937
 CY0937'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1988
 CY0937'LOCATED AT THE SILVER CITY-GRANT COUNTY AIRPORT NEAR THE GEOMETRIC
 CY0937'CENTER OF THE AIRPORT, SOUTH OF THE SOUTH EDGE OF THE PAVED RUNWAY.
 CY0937'THE STATION IS 74.0 FT (22.6 M) S OF THE S EDGE OF RUNWAY 8-26 AND
 CY0937'87.3 FT (26.6 M) W OF A TAXIWAY.  STATION IS A STANDARD TOPOGRAPHIC
 CY0937'DISK SET IN A CONCRETE MONUMENT PROTRUDING 3 INCHES ABOVE THE GROUND
 CY0937'AND STAMPED ARP 2 1964.
 CY0937
 CY0937                          STATION RECOVERY (1996)
 CY0937
 CY0937'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (KAL)
 CY0937'RECOVERY NOTE BY CHANCE 1996 RECOVERED IN GOOD CONDITION.  A NEW AND
 CY0937'COMPLETE DESCRIPTION FOLLOWS THE STATION IS LOCATED APPROXIMATELY 18.5
 CY0937'KM (11.50 MI) SOUTHEAST OF SILVER CITY AND 8.8 KM (5.45 MI)
 CY0937'SOUTH-SOUTHWEST OF HURLEY AT THE GRANT COUNTY AIRPORT.  OWNERSHIP --
 CY0937'GRANT COUNTY, TERRELL GRIMES - AIRPORT MANAGER, PHONE (505) 538-2142
 CY0937'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY AND CARASCO
 CY0937'AVENUE ON THE WEST EDGE OF HURLEY, PROCEED SOUTH ON US HIGHWAY 180 FOR
 CY0937'6.85 KM (4.25 MI) TO THE JUNCTION WITH A PAVED ROAD TO THE RIGHT.
 CY0937'TURN RIGHT AND GO SOUTHWEST THEN WEST ON THE PAVED ROAD FOR 3.0 KM
 CY0937'(1.85 MI) TO THE AIRPORT TERMINAL ON THE RIGHT.  PROCEED THROUGH THE
 CY0937'GATE ON THE WEST SIDE OF THE TERMINAL AND PROCEED NORTH TO THE TAXIWAY
 CY0937'RUNNING PARALLEL TO RUNWAY 8-28.  TURN RIGHT ON THE TAXIWAY RUNNING
 CY0937'PARALLEL TO RUNWAY 8-26 AND GO EAST FOR 0.2 KM (0.10 MI) TO THE
 CY0937'STATION ON THE LEFT THE STATION IS A TOPOGRAPHIC STATION DISK SET INTO
 CY0937'THE TOP OF A CONCRETE MONUMENT PROJECTING 6 CM ABOVE THE GROUND.  THE
 CY0937'STATION IS LOCATED 155.4 M (509.8 FT) EAST OF THE CENTERLINE
 CY0937'INTERSECTION OF THE TAXIWAY AND RUNWAY 8-26, 76.2 M (250.0 FT) NORTH
 CY0937'OF THE NORTH EDGE OF THE PAVED TIE DOWN AREA, 30.5 M (100.1 FT) SOUTH
 CY0937'OF THE CENTERLINE OF RUNWAY 8-26, AND 22.9 M (75.1 FT) SOUTH OF THE
 CY0937'SOUTH EDGE OF RUNWAY 8-26
 CY0937
 CY0937                          STATION RECOVERY (1997)
 CY0937
 CY0937'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 CY0937'RECOVERED AS DESCRIBED.
 CY0937
 CY0937                          STATION RECOVERY (1999)
 CY0937
 CY0937'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 CY0937'0.2 KM (0.10 MI) SOUTHERLY ALONG FIRST STREET FROM THE POST OFFICE IN
 CY0937'HURLEY, THENCE 0.8 KM (0.50 MI) WESTERLY ALONG CARASCO AVENUE, THENCE
 CY0937'6.9 KM (4.30 MI) SOUTHERLY ALONG U.S. HIGHWAY 180, THENCE 3.1 KM (1.90
 CY0937'MI) WESTERLY ALONG THE GRANT COUNTY AIRPORT ENTRANCE ROAD, THENCE 0.1
 CY0937'KM (0.05 MI) NORTHERLY ALONG THE MOST EASTERLY OF 2 DRIVEWAYS, THENCE
 CY0937'0.1 KM (0.05 MI) NORTHEASTERLY ACROSS AN APRON, THENCE 0.1 KM (0.05
 CY0937'MI) NORTHERLY ALONG A TAXIWAY, 37.9 M (124.3 FT) SOUTH OF THE
 CY0937'CENTERLINE OF A RUNWAY, 35.3 M (115.8 FT) NORTH OF THE CENTER OF A
 CY0937'TAXIWAY, 34.3 M (112.5 FT) WEST OF THE CENTERLINE OF A TAXIWAY, 0.3 M
 CY0937'(1.0 FT) BELOW THE LEVEL OF THE RUNWAY, AND THE MONUMENT IS FLUSH WITH
 CY0937'THE GROUND SURFACE.  NOTE--THE MONUMENT IS ON PROPERTY OWNED BY THE
 CY0937'GRANT COUNTY AIRPORT, P.O. BOX 99, HURLEY, NM 88043, TELEPHONE NUMBER
 CY0937'(505) 388-4554.  THE MONUMENT IS A TOPOGRAPHIC STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS1391 ***********************************************************************
 DS1391  DESIGNATION -  ARP TRUTH OR CONSEQ APT
 DS1391  PID         -  DS1391
 DS1391  STATE/COUNTY-  NM/SIERRA
 DS1391  USGS QUAD   -  CUCHILLO (1980)
 DS1391
 DS1391                         *CURRENT SURVEY CONTROL
 DS1391  ___________________________________________________________________
 DS1391* NAD 83(1992)-  33 14 13.38144(N)    107 16 17.60730(W)     ADJUSTED  
 DS1391* NAVD 88     -      1487.     (meters)    4879.     (feet)  SCALED    
 DS1391  ___________________________________________________________________
 DS1391  LAPLACE CORR-          -0.85  (seconds)                    DEFLEC99
 DS1391  GEOID HEIGHT-         -23.20  (meters)                     GEOID03
 DS1391
 DS1391  HORZ ORDER  -  SECOND
 DS1391
 DS1391.This mark is at Truth Or Consequences Airport (TCS)
 DS1391
 DS1391.The horizontal coordinates were established by classical geodetic methods
 DS1391.and adjusted by the National Geodetic Survey in December 1993..
 DS1391
 DS1391.The orthometric height was scaled from a topographic map.
 DS1391
 DS1391.The Laplace correction was computed from DEFLEC99 derived deflections.
 DS1391
 DS1391.The geoid height was determined by GEOID03.
 DS1391
 DS1391;                    North         East     Units Scale Factor Converg.
 DS1391;SPC NM W     -   248,184.176   882,354.884   MT  0.99995045   +0 18 28.5
 DS1391;SPC NM W     -   814,250.92  2,894,859.32   sFT  0.99995045   +0 18 28.5
 DS1391;UTM  13      - 3,679,867.232   288,347.512   MT  1.00015234   -1 14 43.8
 DS1391
 DS1391!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS1391!SPC NM W     -   0.99977029  x   0.99995045  =   0.99972075
 DS1391!UTM  13      -   0.99977029  x   1.00015234  =   0.99992260
 DS1391
 DS1391:                Primary Azimuth Mark                     Grid Az
 DS1391:SPC NM W     -  G 233                                    076 43 09.0
 DS1391:UTM  13      -  G 233                                    078 16 21.3
 DS1391
 DS1391|---------------------------------------------------------------------|
 DS1391| PID    Reference Object                     Distance      Geod. Az  |
 DS1391|                                                           dddmmss.s |
 DS1391| DS0862 G 233                               APPROX. 0.6 KM 0770137.5 |
 DS1391|---------------------------------------------------------------------|
 DS1391
 DS1391                          SUPERSEDED SURVEY CONTROL
 DS1391
 DS1391  NAD 83(1986)-  33 14 13.39058(N)    107 16 17.61108(W) AD(       ) 2
 DS1391  NAD 27      -  33 14 13.13040(N)    107 16 15.47924(W) AD(       ) 2
 DS1391
 DS1391.Superseded values are not recommended for survey control.
 DS1391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS1391.See file dsdata.txt to determine how the superseded data were derived.
 DS1391
 DS1391_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBS8834879867(NAD 83)
 DS1391_MARKER: DT = TOPOGRAPHIC STATION DISK
 DS1391_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS1391_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DS1391_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS1391+STABILITY: SURFACE MOTION
 DS1391
 DS1391  HISTORY     - Date     Condition        Report By
 DS1391  HISTORY     - 1954     MONUMENTED       CGS
 DS1391  HISTORY     - 19960606 MARK NOT FOUND   CHANCE
 DS1391
 DS1391                          STATION DESCRIPTION
 DS1391
 DS1391'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (WRH)
 DS1391'THE STATION IS LOCATED AIRLINE ABOUT 7-1/2 MILES NORTH-NORTHWEST
 DS1391'OF TRUTH OR CONSEQUENCES AT THE TRUTH OR CONSEQUENCES MUNICIPAL
 DS1391'AIRPORT.  IT IS LOCATED IN THE SOUTHEAST CORNER OF THE INTERSECTION
 DS1391'OF THE NORTHWEST-SOUTHEAST RUNWAY AND THE TAXIWAY LEADING
 DS1391'FROM THE CIVIL AERONAUTICS ADMINISTRATION BUILDING.
 DS1391'
 DS1391'THE STATION IS A STANDARD U.S. COAST AND GEODETIC TOPOGRAPHIC
 DS1391'SURVEY STATION MARK DISK STAMPED ARP 1953 SET IN TOP OF AN 8-INCH
 DS1391'SQUARE CONCRETE MONUMENT WHICH PROJECTS ABOUT 1 INCH ABOVE THE
 DS1391'GROUND.  IT IS 42 FEET SOUTH OF THE CENTER LINE OF A TAXIWAY
 DS1391'AND 78 FEET EAST OF THE CENTER LINE OF A NORTHWEST-SOUTHEAST
 DS1391'RUNWAY.
 DS1391'
 DS1391'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 85 AND
 DS1391'STATE HIGHWAY 51 IN THE NORTHEAST EDGE OF TRUTH OR CONSEQUENCES,
 DS1391'GO NORTH ON U.S. HIGHWAY 85 FOR 8.2 MILES.  TURN LEFT, WEST, AND
 DS1391'GO 0.2 MILE TO THE CIVIL AERONAUTICS ADMINISTRATION BUILDING
 DS1391'AND THE STATION.
 DS1391
 DS1391                          STATION RECOVERY (1996)
 DS1391
 DS1391'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (KAL)
 DS1391'RECOVERY NOTE BY CHANCE 1996 MARK NOT FOUND - SEARCHED 0.5
 DS1391'PERSON-HOUR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS1290 ***********************************************************************
 DS1290  DESIGNATION -  ARPA
 DS1290  PID         -  DS1290
 DS1290  STATE/COUNTY-  NM/SOCORRO
 DS1290  USGS QUAD   -  GRANJEAN WELL (1981)
 DS1290
 DS1290                         *CURRENT SURVEY CONTROL
 DS1290  ___________________________________________________________________
 DS1290* NAD 83(1992)-  33 43 12.83279(N)    106 44 17.71456(W)     ADJUSTED  
 DS1290* NAVD 88     -      1468.81   (+/-2cm)    4818.9    (feet)  VERTCON   
 DS1290  ___________________________________________________________________
 DS1290  LAPLACE CORR-           0.66  (seconds)                    DEFLEC99
 DS1290  GEOID HEIGHT-         -22.43  (meters)                     GEOID03
 DS1290
 DS1290  HORZ ORDER  -  SECOND
 DS1290  VERT ORDER  -  THIRD ? (See Below)
 DS1290
 DS1290.The horizontal coordinates were established by classical geodetic methods
 DS1290.and adjusted by the National Geodetic Survey in December 1993..
 DS1290
 DS1290.The NAVD 88 height was computed by applying the VERTCON shift value to
 DS1290.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DS1290.The vertical order pertains to the NGVD 29 superseded value.
 DS1290
 DS1290.The Laplace correction was computed from DEFLEC99 derived deflections.
 DS1290
 DS1290.The geoid height was determined by GEOID03.
 DS1290
 DS1290;                    North         East     Units Scale Factor Converg.
 DS1290;SPC NM C     -   301,732.085   454,749.729   MT  0.99992523   -0 16 15.8
 DS1290;SPC NM C     -   989,932.68  1,491,958.07   sFT  0.99992523   -0 16 15.8
 DS1290;UTM  13      - 3,732,493.001   338,942.114   MT  0.99991979   -0 57 54.6
 DS1290
 DS1290!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS1290!SPC NM C     -   0.99977299  x   0.99992523  =   0.99969823
 DS1290!UTM  13      -   0.99977299  x   0.99991979  =   0.99969279
 DS1290
 DS1290|---------------------------------------------------------------------|
 DS1290| PID    Reference Object                     Distance      Geod. Az  |
 DS1290|                                                           dddmmss.s |
 DS1290| CD1531 ARPA RM 1                            12.790 METERS 16341     |
 DS1290| CD1530 ARPA AZ MK                                         1744621.8 |
 DS1290| CD1532 ARPA RM 2                            13.472 METERS 25155     |
 DS1290|---------------------------------------------------------------------|
 DS1290
 DS1290                          SUPERSEDED SURVEY CONTROL
 DS1290
 DS1290  NAD 83(1986)-  33 43 12.84005(N)    106 44 17.71707(W) AD(       ) 2
 DS1290  NAD 27      -  33 43 12.59886(N)    106 44 15.65808(W) AD(       ) 2
 DS1290  NGVD 29 (07/19/86) 1468.15   (m)         4816.8    (f) LEVELING    3  
 DS1290
 DS1290.Superseded values are not recommended for survey control.
 DS1290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS1290.See file dsdata.txt to determine how the superseded data were derived.
 DS1290
 DS1290_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT3894232493(NAD 83)
 DS1290_MARKER: DS = TRIANGULATION STATION DISK
 DS1290_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS1290
 DS1290  HISTORY     - Date     Condition        Report By
 DS1290  HISTORY     - 1968     MONUMENTED       CGS
 DS1290
 DS1290                          STATION DESCRIPTION
 DS1290
 DS1290'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JCC)
 DS1290'THE STATION IS LOCATED ABOUT 50 MILES WEST OF CARRIZOZO AND ABOUT 9
 DS1290'MILES SOUTHWEST OF STALLION RANGE CENTER, IN THE 90 MILE RANGE OF
 DS1290'WHITE SANDS MISSILE RANGE.
 DS1290'
 DS1290'TO REACH THE STATION FROM THE HEADQUARTERS BUILDING (NUMBER 34200) AT
 DS1290'STALLION RANGE CENTER, GO NORTHWEST ON MAIN BLACK TOP ROAD 0.4 MILE
 DS1290'TO A SIDE ROAD LEFT.  TURN LEFT AND CONTINUE IN A SOUTHERLY
 DS1290'DIRECTION 8.8 MILES TO A SIDE ROAD RIGHT.  TURN RIGHT AND CONTINUE
 DS1290'IN A WESTERLY DIRECTION 3.2 MILES TO A SIDE ROAD RIGHT.  TURN
 DS1290'RIGHT, PASS THROUGH GATE AND CONTINUE IN A NORTHERLY DIRECTION
 DS1290'0.6 MILE TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE NORTHERLY
 DS1290'0.4 MILE TO A TIN BUILDING NUMBER 34060.  CONTINUE EAST ON THE
 DS1290'SOUTH SIDE OF THE BUILDING 0.05 MILE TO THE STATION.
 DS1290'
 DS1290'THE STATION IS A STANDARD DISK SET IN AN 11 INCH SQUARE CONCRETE
 DS1290'POST, STAMPED ARPA WSPG 1959 1968 AND PROJECTS 4 INCHES ABOVE THE
 DS1290'GROUND.  IT IS 26 FEET NORTHEAST OF THE SOUTHEAST CORNER OF THE
 DS1290'SOUTH CONCRETE PILLAR AND 22 FEET SOUTHEAST OF THE NORTH CONCRETE
 DS1290'PILLAR.  THE UNDERGROUND MARK IS A STANDARD DISK SET IN AN
 DS1290'IRREGULAR MASS OF CONCRETE, ABOUT 36 INCHES BELOW THE STATION
 DS1290'MARK.  IT IS STAMPED ARPA WSPG 1959 1968.
 DS1290'
 DS1290'REFERENCE MARK 1 IS A STANDARD DISK, SET IN AN 11 INCH SQUARE
 DS1290'CONCRETE POST, STAMPED ARPA WSPG NO 1 1959 1968, AND PROJECTS 2
 DS1290'INCHES ABOVE THE GROUND.  IT IS 29 FEET SOUTHWEST OF THE SOUTH END
 DS1290'OF A RAIL AND 3 FEET EAST OF THE NORTHEAST CORNER OF A CONCRETE
 DS1290'PILLAR.
 DS1290'
 DS1290'REFERENCE MARK 2 IS A STANDARD DISK SET IN AN 11 INCH SQUARE CONCRETE
 DS1290'POST, STAMPED ARPA WSPG NO 2 1959 1968, AND PROJECTS 1 INCH ABOVE
 DS1290'THE GROUND.  IT IS 24 FEET WEST-NORTHWEST OF THE SOUTHWEST CORNER
 DS1290'OF THE SOUTH CONCRETE PILLAR, AND 28 FEET SOUTHWEST OF THE
 DS1290'NORTHWEST CORNER OF THE NORTH CONCRETE PILLAR.
 DS1290'
 DS1290'THE AZIMUTH MARK IS A STANDARD DISK SET IN AN 11 INCH SQUARE CONCRETE
 DS1290'POST, STAMPED ARPA WSPG 1968, AND PROJECTS 3 INCHES ABOVE THE
 DS1290'GROUND.  IT IS 35 FEET EAST OF THE CENTERLINE OF THE ROAD AND 3
 DS1290'FEET EAST OF A METAL WITNESS SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1796 ***********************************************************************
 CX1796  DESIGNATION -  ARREY
 CX1796  PID         -  CX1796
 CX1796  STATE/COUNTY-  NM/SIERRA
 CX1796  USGS QUAD   -  CABALLO (1980)
 CX1796
 CX1796                         *CURRENT SURVEY CONTROL
 CX1796  ___________________________________________________________________
 CX1796* NAD 83(1992)-  32 53 30.81370(N)    107 16 01.71069(W)     ADJUSTED  
 CX1796* NAVD 88     -      1526.     (meters)    5007.     (feet)  VERTCON   
 CX1796  ___________________________________________________________________
 CX1796  LAPLACE CORR-           4.76  (seconds)                    DEFLEC99
 CX1796  GEOID HEIGHT-         -23.50  (meters)                     GEOID03
 CX1796
 CX1796  HORZ ORDER  -  THIRD
 CX1796
 CX1796.The horizontal coordinates were established by classical geodetic methods
 CX1796.and adjusted by the National Geodetic Survey in December 1993..
 CX1796
 CX1796.The NAVD 88 height was computed by applying the VERTCON shift value to
 CX1796.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CX1796
 CX1796.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1796
 CX1796.The geoid height was determined by GEOID03.
 CX1796
 CX1796;                    North         East     Units Scale Factor Converg.
 CX1796;SPC NM W     -   209,908.900   882,972.790   MT  0.99995125   +0 18 26.9
 CX1796;SPC NM W     -   688,676.12  2,896,886.56   sFT  0.99995125   +0 18 26.9
 CX1796;UTM  13      - 3,641,581.464   287,932.272   MT  1.00015456   -1 13 53.9
 CX1796
 CX1796!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1796!SPC NM W     -   0.99976421  x   0.99995125  =   0.99971548
 CX1796!UTM  13      -   0.99976421  x   1.00015456  =   0.99991874
 CX1796
 CX1796:                Primary Azimuth Mark                     Grid Az
 CX1796:SPC NM W     -  BOJORQUEZ                                273 36 29.8
 CX1796:UTM  13      -  BOJORQUEZ                                275 08 50.6
 CX1796
 CX1796|---------------------------------------------------------------------|
 CX1796| PID    Reference Object                     Distance      Geod. Az  |
 CX1796|                                                           dddmmss.s |
 CX1796| CX1797 BOJORQUEZ                           APPROX. 3.7 KM 2735456.7 |
 CX1796|---------------------------------------------------------------------|
 CX1796
 CX1796                          SUPERSEDED SURVEY CONTROL
 CX1796
 CX1796  NAD 83(1986)-  32 53 30.81935(N)    107 16 01.71657(W) AD(       ) 3
 CX1796  NAD 27      -  32 53 30.55158(N)    107 15 59.63130(W) AD(       ) 3
 CX1796  NGVD 29 (07/19/86) 1525.     (m)         5003.     (f) VERT ANG       
 CX1796
 CX1796.Superseded values are not recommended for survey control.
 CX1796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1796.See file dsdata.txt to determine how the superseded data were derived.
 CX1796
 CX1796_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBS8793241581(NAD 83)
 CX1796_MARKER: DD = SURVEY DISK
 CX1796_SETTING: 66 = SET IN ROCK OUTCROP
 CX1796_SP_SET: SET IN BEDROCK
 CX1796_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CX1796+STABILITY: POSITION/ELEVATION WELL
 CX1796
 CX1796  HISTORY     - Date     Condition        Report By
 CX1796  HISTORY     - 1959     MONUMENTED       USGS
 CX1796
 CX1796                          STATION DESCRIPTION
 CX1796
 CX1796'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 CX1796'STATION IS LOCATED IN SIERRA COUNTY, NEW MEXICO, APPROXIMATELY 2.5 MI.
 CX1796'(AIRLINE) ESE. OF CABALLO RESERVOIR DAM.  STATION IS ON THE HIGHEST
 CX1796'TOP AT THE N. END OF A N-S. RANGE.  STATION IS BEST REACHED BY
 CX1796'CROSSING THE DAM TO E. SIDE AND TURNING S. FOR 0.5 MI. TO OLD MINE
 CX1796'RD. ON LEFT.  TURN LEFT, E., AND FOLLOW RD. TO ABANDONED MINE AND END
 CX1796'OF TRUCK TRAVEL.  PACK TO HIGHEST POINT ABOVE MINE TO STATION.
 CX1796'
 CX1796'STATION MARK--STANDARD TABLET STAMPED ---ARREY-1959---, CEMENTED IN
 CX1796'BEDROCK.
 CX1796'
 CX1796'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0567 ***********************************************************************
 GN0567  DESIGNATION -  ARRIBA
 GN0567  PID         -  GN0567
 GN0567  STATE/COUNTY-  NM/RIO ARRIBA
 GN0567  USGS QUAD   -  FIVE LAKES CANYON NW (1963)
 GN0567
 GN0567                         *CURRENT SURVEY CONTROL
 GN0567  ___________________________________________________________________
 GN0567* NAD 83(1992)-  36 14 09.82689(N)    107 14 09.88612(W)     ADJUSTED  
 GN0567* NAVD 88     -      2303.9    (meters)    7559.     (feet)  VERTCON   
 GN0567  ___________________________________________________________________
 GN0567  LAPLACE CORR-           4.55  (seconds)                    DEFLEC99
 GN0567  GEOID HEIGHT-         -19.98  (meters)                     GEOID03
 GN0567
 GN0567  HORZ ORDER  -  SECOND
 GN0567
 GN0567.The horizontal coordinates were established by classical geodetic methods
 GN0567.and adjusted by the National Geodetic Survey in December 1993..
 GN0567
 GN0567.The NAVD 88 height was computed by applying the VERTCON shift value to
 GN0567.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GN0567
 GN0567.The Laplace correction was computed from DEFLEC99 derived deflections.
 GN0567
 GN0567.The geoid height was determined by GEOID03.
 GN0567
 GN0567;                    North         East     Units Scale Factor Converg.
 GN0567;SPC NM C     -   581,154.986   411,364.699   MT  0.99999677   -0 34 58.5
 GN0567;SPC NM C     - 1,906,672.65  1,349,619.02   sFT  0.99999677   -0 34 58.5
 GN0567;UTM  13      - 4,012,450.337   299,054.307   MT  1.00009754   -1 19 20.0
 GN0567
 GN0567!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GN0567!SPC NM C     -   0.99964168  x   0.99999677  =   0.99963845
 GN0567!UTM  13      -   0.99964168  x   1.00009754  =   0.99973918
 GN0567
 GN0567|---------------------------------------------------------------------|
 GN0567| PID    Reference Object                     Distance      Geod. Az  |
 GN0567|                                                           dddmmss.s |
 GN0567| CD3944 ARRIBA RM 1                          12.635 METERS 13229     |
 GN0567| GN0568 ARRIBA                                9.555 METERS 25159     |
 GN0567| GN0609 LYBROOKS MTN ST TT CO MICRO TR      APPROX.29.3 KM 2654124.7 |
 GN0567| CD3943 ARRIBA AZ MK                                       2725519.1 |
 GN0567|---------------------------------------------------------------------|
 GN0567
 GN0567                          SUPERSEDED SURVEY CONTROL
 GN0567
 GN0567  NAD 83(1986)-  36 14 09.82607(N)    107 14 09.89127(W) AD(       ) 2
 GN0567  NAD 27      -  36 14 09.77710(N)    107 14 07.73280(W) AD(       ) 2
 GN0567  NGVD 29 (07/19/86) 2302.8    (m)         7555.     (f) VERT ANG       
 GN0567
 GN0567.Superseded values are not recommended for survey control.
 GN0567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0567.See file dsdata.txt to determine how the superseded data were derived.
 GN0567
 GN0567_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBA9905412450(NAD 83)
 GN0567_MARKER: DS = TRIANGULATION STATION DISK
 GN0567_SETTING: 0 = UNSPECIFIED SETTING
 GN0567
 GN0567  HISTORY     - Date     Condition        Report By
 GN0567  HISTORY     - 1960     MONUMENTED       CGS
 GN0567
 GN0567                          STATION DESCRIPTION
 GN0567
 GN0567'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (HWK)
 GN0567'THE STATION IS ON THE HIGHEST POINT OF A HILL COVERED BY SCRUB
 GN0567'CEDAR AND PINON TREES, APPROXIMATELY 22 MILES NORTHWEST OF
 GN0567'CUBA, 12-1/4 MILES EAST OF COUNSELOR POST, 12 MILES SOUTHWEST
 GN0567'OF LINDRITH, 1-1/4 MILES NORTH OF THE SANDOVAL-RIO ARRIBA
 GN0567'COUNTY LINE AND 1 MILE EAST OF A NORTH-SOUTH ROAD.  THE STATION
 GN0567'HILL IS THE HIGHEST HILL IN THE VICINITY.
 GN0567'
 GN0567'TO REACH THE STATION FROM THE POST OFFICE IN CUBA, GO NORTHWEST
 GN0567'ON STATE HIGHWAY 44 FOR 3.6 MILES TO THE JUNCTION OF STATE
 GN0567'HIGHWAY 96.  CONTINUE NORTHWEST ON HIGHWAY 44 FOR 17.45 MILES TO
 GN0567'A SIDE ROAD ON THE RIGHT JUST AFTER CROSSING SMALL BRIDGE.
 GN0567'TURN RIGHT, NORTH, ON THE GRADED ROAD FOR 4.35 MILES TO A
 GN0567'CROSSROAD.  CONTINUE NORTH ON THE GRADED ROAD FOR 1.4 MILES TO A
 GN0567'TRACK SIDE ROAD ON THE RIGHT.* TURN RIGHT, EAST, ON THE TRACK
 GN0567'ROAD FOR 0.2 MILE TO A DIM CROSSROAD.  CONTINUE EAST ON THE
 GN0567'TRACK ROAD FOR 0.25 MILE TO THE BASE OF THE HILL AND THE END
 GN0567'OF TRUCK TRAVEL.  PACK EAST ALONG OLD ROAD UP STEEP HILL
 GN0567'AND ALONG RIDGE FOR ABOUT 1/3 MILE, THENCE BEAR LEFT LEAVING
 GN0567'OLD ROAD AND PACK NORTHEASTERLY ALONG RIDGE FOR ABOUT
 GN0567'1/3 MILE TO THE HIGHEST POINT AND THE STATION.
 GN0567'(APPROXIMATELY A 40 MINUTE PACK)
 GN0567'
 GN0567'THE STATION MARK IS A STANDARD DISK, STAMPED ARRIBA 1960,
 GN0567'BRAZED TO THE TOP OF A 2-INCH CAST IRON PIPE WHICH PROJECTS
 GN0567'10 INCHES.  IT IS 9 FEET SOUTH OF A TRIANGLE BLAZE ON A
 GN0567'8-INCH PINON TREE AND 8 FEET NORTHWEST OF A CEDAR STUMP ABOUT
 GN0567'4 FEET IN HEIGHT.  AN UNDERGROUND DISK WAS NOT ESTABLISHED
 GN0567'BY THIS PARTY.
 GN0567'
 GN0567'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED ARRIBA NO 1 1960,
 GN0567'IS CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH IS
 GN0567'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 12 FEET NORTHWEST
 GN0567'OF A 24-INCH CEDAR TREE AND 10 FEET EAST OF A 18-INCH CEDAR
 GN0567'TREE.
 GN0567'
 GN0567'REFERENCE MARK NO. 2, A STANDARD U.S. GEOLOGICAL SURVEY
 GN0567'TRIANGULATION STATION DISK STAMPED ARRIBA 1960, CEMENTED IN
 GN0567'A DRILL HOLE IN A SAND STONE BOULDER WHICH IS FLUSH WITH THE
 GN0567'SURFACE OF THE GROUND.  IT IS 37.5 FEET SOUTHWEST OF THE
 GN0567'TRIANGLE BLAZE ON THE 8-INCH PINON TREE.
 GN0567'
 GN0567'AZIMUTH MARK, A STANDARD DISK STAMPED ARRIBA 1960, IS SET IN
 GN0567'A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS 173
 GN0567'FEET WEST OF THE CENTER OF THE WEST EDGE OF TWIN METAL CULVERTS,
 GN0567'160 FEET SOUTHWEST OF THE CENTER OF THE GRADED ROAD AND 2.2 FEET
 GN0567'NORTH OF A METAL WITNESS POST.  THE MARK IS APPROXIMATELY
 GN0567'0.05 MILE NORTH OF A WASH.
 GN0567'
 GN0567'*TO REACH THE AZIMUTH MARK FROM THE TRACK SIDE ROAD ON THE
 GN0567'RIGHT, CONTINUE NORTH ON THE GRADED ROAD FOR 0.5 MILE TO
 GN0567'THE AZIMUTH MARK ON THE LEFT.
 GN0567'
 GN0567'NOTE--REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
 GN0567'
 GN0567'THE GRADED ROAD LEADING NORTH AFTER LEAVING STATE HIGHWAY
 GN0567'44 IS NOW UNDER CONSTRUCTION AND MAY BE GRAVELED OR BLACKTOPPED
 GN0567'LATER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0568 ***********************************************************************
 GN0568  DESIGNATION -  ARRIBA
 GN0568  PID         -  GN0568
 GN0568  STATE/COUNTY-  NM/RIO ARRIBA
 GN0568  USGS QUAD   -  FIVE LAKES CANYON NW (1963)
 GN0568
 GN0568                         *CURRENT SURVEY CONTROL
 GN0568  ___________________________________________________________________
 GN0568* NAD 83(1992)-  36 14 09.73098(N)    107 14 10.25000(W)     ADJUSTED  
 GN0568* NAVD 88     -      2303.     (meters)    7556.     (feet)  VERTCON   
 GN0568  ___________________________________________________________________
 GN0568  LAPLACE CORR-           4.55  (seconds)                    DEFLEC99
 GN0568  GEOID HEIGHT-         -19.98  (meters)                     GEOID03
 GN0568
 GN0568  HORZ ORDER  -  SECOND
 GN0568
 GN0568.The horizontal coordinates were established by classical geodetic methods
 GN0568.and adjusted by the National Geodetic Survey in December 1993..
 GN0568
 GN0568.The NAVD 88 height was computed by applying the VERTCON shift value to
 GN0568.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GN0568
 GN0568.The Laplace correction was computed from DEFLEC99 derived deflections.
 GN0568
 GN0568.The geoid height was determined by GEOID03.
 GN0568
 GN0568;                    North         East     Units Scale Factor Converg.
 GN0568;SPC NM C     -   581,152.122   411,355.583   MT  0.99999679   -0 34 58.7
 GN0568;SPC NM C     - 1,906,663.25  1,349,589.11   sFT  0.99999679   -0 34 58.7
 GN0568;UTM  13      - 4,012,447.591   299,045.154   MT  1.00009759   -1 19 20.2
 GN0568
 GN0568!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GN0568!SPC NM C     -   0.99964180  x   0.99999679  =   0.99963859
 GN0568!UTM  13      -   0.99964180  x   1.00009759  =   0.99973936
 GN0568
 GN0568                          SUPERSEDED SURVEY CONTROL
 GN0568
 GN0568  NAD 83(1986)-  36 14 09.73016(N)    107 14 10.25514(W) AD(       ) 2
 GN0568  NAD 27      -  36 14 09.68120(N)    107 14 08.09660(W) AD(       ) 2
 GN0568  NGVD 29 (07/19/86) 2302.     (m)         7552.     (f) VERT ANG       
 GN0568
 GN0568.Superseded values are not recommended for survey control.
 GN0568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0568.See file dsdata.txt to determine how the superseded data were derived.
 GN0568
 GN0568_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBA9904512448(NAD 83)
 GN0568_MARKER: DD = SURVEY DISK
 GN0568_SETTING: 80 = SET IN A BOULDER
 GN0568_SP_SET: SET IN DRILL HOLE IN A BOULDER
 GN0568_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GN0568+STABILITY: SURFACE MOTION
 GN0568
 GN0568  HISTORY     - Date     Condition        Report By
 GN0568  HISTORY     - 1960     MONUMENTED       USGS
 GN0568
 GN0568                          STATION DESCRIPTION
 GN0568
 GN0568'DESCRIBED BY US GEOLOGICAL SURVEY 1960 (HWK)
 GN0568'THE STATION IS ON THE HIGHEST POINT OF A HILL COVERED BY
 GN0568'SCRUB CEDAR AND PINON TREES, APPROXIMATELY 22 MILES NORTHWEST
 GN0568'OF CUBA, 12-1/4 MILES EAST OF COUNSELOR POST, 12 MILES SOUTHWEST
 GN0568'OF LINDRITH, 1-1/4 MILES NORTH OF THE SANDOVAL-RIO ARRIBA
 GN0568'COUNTY LINE AND 1 MILE EAST OF A NORTH-SOUTH ROAD.  THE HILL
 GN0568'IS THE HIGHEST HILL IN THE VICINITY.
 GN0568'
 GN0568'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 GN0568'ARRIBA, DISTANCE BEING 31.35 FT (9.555 METERS) SOUTHWEST OF
 GN0568'STATION ARRIBA.  THE MARK IS A STANDARD U.S. GEOLOGICAL SURVEY
 GN0568'TRIANGULATION STATION DISK STAMPED ARRIBA 1960 AND IS CEMENTED IN
 GN0568'A DRILL HOLE IN A SANDSTONE BOULDER WHICH IS FLUSH WITH THE
 GN0568'SURFACE OF THE GROUND.  IT IS 37.5 FEET SOUTHWEST OF A TRIANGLE
 GN0568'BLAZE ON A 8-INCH PINON TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0836 ***********************************************************************
 FO0836  DESIGNATION -  ARROW
 FO0836  PID         -  FO0836
 FO0836  STATE/COUNTY-  NM/BERNALILLO
 FO0836  USGS QUAD   -  LA MESITA NEGRA (1990)
 FO0836
 FO0836                         *CURRENT SURVEY CONTROL
 FO0836  ___________________________________________________________________
 FO0836* NAD 83(1992)-  35 01 49.79873(N)    106 58 34.07946(W)     ADJUSTED  
 FO0836* NAVD 88     -      1701.749  (meters)    5583.15   (feet)  ADJUSTED  
 FO0836  ___________________________________________________________________
 FO0836  LAPLACE CORR-          -2.03  (seconds)                    DEFLEC99
 FO0836  GEOID HEIGHT-         -21.43  (meters)                     GEOID03
 FO0836  DYNAMIC HT  -        1699.415 (meters)    5575.50  (feet)  COMP
 FO0836  MODELED GRAV-     979,202.8   (mgal)                       NAVD 88
 FO0836
 FO0836  HORZ ORDER  -  SECOND
 FO0836  VERT ORDER  -  FIRST     CLASS II
 FO0836
 FO0836.The horizontal coordinates were established by classical geodetic methods
 FO0836.and adjusted by the National Geodetic Survey in December 1993..
 FO0836
 FO0836.The orthometric height was determined by differential leveling
 FO0836.and adjusted by the National Geodetic Survey in June 1991..
 FO0836
 FO0836.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO0836
 FO0836.The geoid height was determined by GEOID03.
 FO0836
 FO0836.The dynamic height is computed by dividing the NAVD 88
 FO0836.geopotential number by the normal gravity value computed on the
 FO0836.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0836.degrees latitude (g = 980.6199 gals.).
 FO0836
 FO0836.The modeled gravity was interpolated from observed gravity values.
 FO0836
 FO0836;                    North         East     Units Scale Factor Converg.
 FO0836;SPC NM C     -   447,198.541   433,743.253   MT  0.99995409   -0 25 00.6
 FO0836;SPC NM C     - 1,467,183.88  1,423,039.32   sFT  0.99995409   -0 25 00.6
 FO0836;UTM  13      - 3,878,210.260   319,729.222   MT  1.00000053   -1 08 04.7
 FO0836
 FO0836!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO0836!SPC NM C     -   0.99973632  x   0.99995409  =   0.99969042
 FO0836!UTM  13      -   0.99973632  x   1.00000053  =   0.99973685
 FO0836
 FO0836|---------------------------------------------------------------------|
 FO0836| PID    Reference Object                     Distance      Geod. Az  |
 FO0836|                                                           dddmmss.s |
 FO0836| CD3945 ARROW RM 1                            5.684 METERS 00237     |
 FO0836| FO0835 ARROW AZ MK                                        1975101.6 |
 FO0836| FO1584 I40 50                              APPROX. 3.6 KM 2424013.4 |
 FO0836| CD3946 ARROW RM 2                            6.165 METERS 26323     |
 FO0836|---------------------------------------------------------------------|
 FO0836
 FO0836                          SUPERSEDED SURVEY CONTROL
 FO0836
 FO0836  NAD 83(1986)-  35 01 49.80288(N)    106 58 34.08069(W) AD(       ) 2
 FO0836  NAD 27      -  35 01 49.63862(N)    106 58 31.95973(W) AD(       ) 2
 FO0836  NGVD 29 (07/19/86) 1700.9    (m)         5580.     (f) VERT ANG       
 FO0836
 FO0836.Superseded values are not recommended for survey control.
 FO0836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0836.See file dsdata.txt to determine how the superseded data were derived.
 FO0836
 FO0836_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU1972978210(NAD 83)
 FO0836_MARKER: DS = TRIANGULATION STATION DISK
 FO0836_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FO0836_SP_SET: CONCRETE POST
 FO0836_STAMPING: ARROW 1958
 FO0836_MARK LOGO: CGS   
 FO0836_PROJECTION: PROJECTING 15 CENTIMETERS
 FO0836_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO0836+STABILITY: SURFACE MOTION
 FO0836
 FO0836  HISTORY     - Date     Condition        Report By
 FO0836  HISTORY     - 1958     MONUMENTED       CGS
 FO0836  HISTORY     - 1958     GOOD             CGS
 FO0836  HISTORY     - 1971     GOOD             NMHD
 FO0836  HISTORY     - 1972     GOOD             NGS
 FO0836  HISTORY     - 1977     GOOD             NGS
 FO0836  HISTORY     - 1982     GOOD             NGS
 FO0836
 FO0836                          STATION DESCRIPTION
 FO0836
 FO0836'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RLE)
 FO0836'THE STATION IS LOCATED ON THE EAST EDGE AND HIGHEST POINT
 FO0836'OF A MESA THAT OVERLOOKS THE RIO PUERCO VALLEY, AT AN OLD
 FO0836'AIRWAY BEACON SITE, ABOUT 19 MILES WEST-SOUTHWEST OF ALBUQUERQUE,
 FO0836'ABOUT 13 MILES EAST-NORTHEAST OF CORREO, ABOUT 2 MILES WEST OF
 FO0836'THE RIO PUERCO AND 0.5 MILE NORTH OF U.S. HIGHWAY 66.  IT IS
 FO0836'ABOUT 125 FEET EAST OF THE CENTER OF A TRACK ROAD AND 9 FEET EAST
 FO0836'OF THE POINT OF A LARGE CONCRETE ARROW.  THE MARK PROJECTS 8
 FO0836'INCHES AND IS STAMPED ARROW 1958.
 FO0836'
 FO0836'REFERENCE MARK NO. 1 IS ABOUT THE SAME ELEVATION AS THE STATION,
 FO0836'ON THE NORTHEAST POINT OF THE HILL AND 22 FEET NORTHEAST OF
 FO0836'THE POINT OF THE CONCRETE ARROW.  THE MARK PROJECTS 6 INCHES
 FO0836'AND IS STAMPED ARROW NO 1 1958.
 FO0836'
 FO0836'REFERENCE MARK NO. 2 IS A STANDARD REFERENCE MARK DISK SET IN
 FO0836'A DRILL HOLE IN THE HEAD OF THE CONCRETE ARROW.  IT IS ABOUT
 FO0836'THE SAME ELEVATION AS THE STATION AND IS STAMPED ARROW NO 2
 FO0836'1958.
 FO0836'
 FO0836'THE AZIMUTH MARK IS ABOUT 100 FEET NORTH OF THE CENTER OF THE
 FO0836'MEDIAN OF U.S. HIGHWAY 66, 11 FEET WEST OF THE CENTER OF A
 FO0836'WIRE GATE, 3 FEET WEST OF A WITNESS POST AND 1 FOOT NORTH
 FO0836'OF A FENCE.  THE MARK PROJECTS 2 INCHES AND IS STAMPED ARROW
 FO0836'1958.
 FO0836'
 FO0836'TO REACH THE STATION FROM THE RIO PUERCO TRADING POST, WHICH IS
 FO0836'17 MILES WEST OF ALBUQUERQUE, GO WESTERLY ON U.S. HIGHWAY 66,
 FO0836'CROSSING THE RIO PUERCO, FOR 2.2 MILES TO A WIRE GATE AND AZIMUTH
 FO0836'MARK ON RIGHT AT TOP OF HILL, TURN RIGHT AND GO THROUGH GATE
 FO0836'ON TRACK ROAD FOR 0.35 MILE TO A WIRE GATE, PASS THROUGH GATE AND
 FO0836'GO EASTERLY FOR 0.05 MILE TO STATION AS DESCRIBED.
 FO0836
 FO0836                          STATION RECOVERY (1958)
 FO0836
 FO0836'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (FJT)
 FO0836'THE STATION MARK, REFERENCE MARKS, AND AZIMUTH MARK WERE RECOVERED
 FO0836'AS DESCRIBED, AND FOUND IN GOOD CONDITION.
 FO0836'
 FO0836'THE TO REACH WAS ADEQUATE.
 FO0836
 FO0836                          STATION RECOVERY (1971)
 FO0836
 FO0836'RECOVERY NOTE BY NM HIGHWAY DEPT 1971
 FO0836'ARROW 1958-GOOD
 FO0836
 FO0836                          STATION RECOVERY (1972)
 FO0836
 FO0836'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (RGL)
 FO0836'THE STATION WAS RECOVERED AS DESCRIBED IN 1958 AND FOUND IN
 FO0836'GOOD CONDITION.
 FO0836
 FO0836                          STATION RECOVERY (1977)
 FO0836
 FO0836'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 FO0836'STATION RECOVERED AND ALL MARKS ARE IN GOOD CONDITION.
 FO0836'
 FO0836'STATION IS REACHED FROM THE OLD RIO PUERCO TRADING POST WHICH IS NOW
 FO0836'CALLED BIG JIMS INDIAN TRADING POST WHICH IS ABOUT 16 MILES WEST OF
 FO0836'THE CENTRAL SECTION OF ALBUQUERQUE.  GO WEST ON OLD HIGHWAY 66,
 FO0836'ALONG THE NORTH SIDE OF INTERSTATE HIGHWAY 40 FOR 2.3 MILES TO A
 FO0836'WIRE GATE AND AZIMUTH MARK ON THE RIGHT.  TURN RIGHT, PASS THROUGH
 FO0836'THE GATE AND CONTINUE NORTH ON A TRACK ROAD FOR 0.05 MILE TO A
 FO0836'FORK.  KEEP RIGHT AND CONTINUE ON TRACK ROAD, EASTERLY FOR 0.25
 FO0836'MILE TO A WIRE GATE.  PASS THROUGH THE GATE AND CONTINUE ON TRACK
 FO0836'ROAD FOR 0.05 MILE TO A LARGE CONCRETE ARROW IN GROUND AND
 FO0836'STATION ON RIGHT, ABOUT 9 FEET EAST OF THE POIT OF ARROW.
 FO0836'
 FO0836'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--18 MILES WEST OF
 FO0836'ALBUQUERQUE.
 FO0836
 FO0836                          STATION RECOVERY (1982)
 FO0836
 FO0836'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FO0836'27.4 KM (17.0 MI) SW FROM ALBUQUERQUE.
 FO0836'26.9 KM (16.7 MI) SOUTHWESTERLY ALONG INTERSTATE HIGHWAY 40 FROM ITS
 FO0836'JUNCTION WITH STATE HIGHWAY 448 AT THE NORTHWEST EDGE OF ALBUQUERQUE,
 FO0836'THENCE 0.5 KM (0.3 MI) NORTHERLY ALONG A TRACK ROAD, 64.1 METERS
 FO0836'(210.3 FT) NORTH OF A FENCE, 38.2 METERS (125.3 FT) EAST OF THE CENTER
 FO0836'OF THE ROAD, AND 2.8 METERS (9.2 FT) EAST OF THE EAST END OF A
 FO0836'CONCRETE ARROW.
 FO0836'THE MARK IS 0.6 M ABOVE THE TRACK ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0815 ***********************************************************************
 CW0815  DESIGNATION -  ARROW
 CW0815  PID         -  CW0815
 CW0815  STATE/COUNTY-  NM/OTERO
 CW0815  USGS QUAD   -  ALGERITA CANYON (1979)
 CW0815
 CW0815                         *CURRENT SURVEY CONTROL
 CW0815  ___________________________________________________________________
 CW0815* NAD 83(1992)-  32 19 50.51934(N)    104 57 46.31208(W)     ADJUSTED  
 CW0815* NAVD 88     -      1936.     (meters)    6352.     (feet)  VERTCON   
 CW0815  ___________________________________________________________________
 CW0815  LAPLACE CORR-           2.12  (seconds)                    DEFLEC99
 CW0815  GEOID HEIGHT-         -22.04  (meters)                     GEOID03
 CW0815
 CW0815  HORZ ORDER  -  THIRD
 CW0815
 CW0815.The horizontal coordinates were established by classical geodetic methods
 CW0815.and adjusted by the National Geodetic Survey in December 1993..
 CW0815
 CW0815.The NAVD 88 height was computed by applying the VERTCON shift value to
 CW0815.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CW0815
 CW0815.The Laplace correction was computed from DEFLEC99 derived deflections.
 CW0815
 CW0815.The geoid height was determined by GEOID03.
 CW0815
 CW0815;                    North         East     Units Scale Factor Converg.
 CW0815;SPC NM C     -   148,262.577   621,179.192   MT  1.00008103   +0 41 18.4
 CW0815;SPC NM C     -   486,424.80  2,037,985.40   sFT  1.00008103   +0 41 18.4
 CW0815;UTM  13      - 3,577,092.837   503,495.002   MT  0.99960015   +0 01 11.5
 CW0815
 CW0815!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CW0815!SPC NM C     -   0.99969962  x   1.00008103  =   0.99978063
 CW0815!UTM  13      -   0.99969962  x   0.99960015  =   0.99929989
 CW0815
 CW0815:                Primary Azimuth Mark                     Grid Az
 CW0815:SPC NM C     -  BATES 2                                  327 30 22.7
 CW0815:UTM  13      -  BATES 2                                  328 10 29.6
 CW0815
 CW0815|---------------------------------------------------------------------|
 CW0815| PID    Reference Object                     Distance      Geod. Az  |
 CW0815|                                                           dddmmss.s |
 CW0815| CW0876 BATES 2                             APPROX. 9.4 KM 3281141.1 |
 CW0815|---------------------------------------------------------------------|
 CW0815
 CW0815                          SUPERSEDED SURVEY CONTROL
 CW0815
 CW0815  NAD 83(1986)-  32 19 50.52303(N)    104 57 46.31072(W) AD(       ) 3
 CW0815  NAD 27      -  32 19 50.11852(N)    104 57 44.44860(W) AD(       ) 3
 CW0815  NGVD 29 (07/19/86) 1935.     (m)         6348.     (f) VERT ANG       
 CW0815
 CW0815.Superseded values are not recommended for survey control.
 CW0815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0815.See file dsdata.txt to determine how the superseded data were derived.
 CW0815
 CW0815_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SER0349577093(NAD 83)
 CW0815
 CW0815  HISTORY     - Date     Condition        Report By
 CW0815  HISTORY     - UNK      MONUMENTED
 CW0815  HISTORY     - 1963     GOOD             USGS
 CW0815
 CW0815                          STATION DESCRIPTION
 CW0815
 CW0815'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 CW0815'LOCATED ON CREST OF GUADALUPE MOUNTAINS, ABOUT 13 MI. S. OF PANAMA
 CW0815'RANCH HOUSE, ABOUT 2 MI. W. OF PANAMA RANCH-QUEEN ROAD, ON E. SLOPE
 CW0815'OF BROAD TIMBERED HILL, NEAR SEC. 1, T 23 S, R 19 E.
 CW0815'
 CW0815'RECOVERED.  STATION MARK IN GOOD CONDITION.  R.M.S
 CW0815'COULD NOT BE RECOVERED AND PRESUMED BURIED.
 CW0815'
 CW0815'STATION MARK--STANDARD USGS BRONZE TABLET, STAMPED ---ARROW 1942---,
 CW0815'CEMENTED IN LARGE ROCK.
 CW0815'
 CW0815'REFERENCE MARK NO. 1--STANDARD USGS REFERENCE TABLET, STAMPED ---ARROW
 CW0815'NO. 1---, CEMENTED IN ROCK IN PLACE, 19.50 FT. FROM STATION,
 CW0815'N 11 DEG 06 MIN E.
 CW0815'
 CW0815'REFERENCE MARK NO. 2--STANDARD USGS REFERENCE TABLET, STAMPED ---ARROW
 CW0815'NO 2---, CEMENTED IN ROCK IN PLACE, 58.70 FT. FROM STATION,
 CW0815'S 20 DEG 16 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0835 ***********************************************************************
 FO0835  DESIGNATION -  ARROW AZ MK
 FO0835  PID         -  FO0835
 FO0835  STATE/COUNTY-  NM/BERNALILLO
 FO0835  USGS QUAD   -  LA MESITA NEGRA (1990)
 FO0835
 FO0835                         *CURRENT SURVEY CONTROL
 FO0835  ___________________________________________________________________
 FO0835* NAD 83(1986)-  35 01 32.     (N)    106 58 42.     (W)     SCALED    
 FO0835* NAVD 88     -      1680.335  (meters)    5512.90   (feet)  ADJUSTED  
 FO0835  ___________________________________________________________________
 FO0835  GEOID HEIGHT-         -21.44  (meters)                     GEOID03
 FO0835  DYNAMIC HT  -        1678.023 (meters)    5505.31  (feet)  COMP
 FO0835  MODELED GRAV-     979,199.4   (mgal)                       NAVD 88
 FO0835
 FO0835  VERT ORDER  -  FIRST     CLASS II
 FO0835
 FO0835.The horizontal coordinates were scaled from a topographic map and have
 FO0835.an estimated accuracy of +/- 6 seconds.
 FO0835
 FO0835.The orthometric height was determined by differential leveling
 FO0835.and adjusted by the National Geodetic Survey in June 1991..
 FO0835
 FO0835.The geoid height was determined by GEOID03.
 FO0835
 FO0835.The dynamic height is computed by dividing the NAVD 88
 FO0835.geopotential number by the normal gravity value computed on the
 FO0835.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0835.degrees latitude (g = 980.6199 gals.).
 FO0835
 FO0835.The modeled gravity was interpolated from observed gravity values.
 FO0835
 FO0835;                    North         East    Units  Estimated Accuracy
 FO0835;SPC NM C     -   446,650.      433,540.      MT  (+/- 180 meters Scaled)
 FO0835
 FO0835                          SUPERSEDED SURVEY CONTROL
 FO0835
 FO0835.No superseded survey control is available for this station.
 FO0835
 FO0835_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU195776(NAD 83)
 FO0835_MARKER: DZ = AZIMUTH MARK DISK
 FO0835_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FO0835_SP_SET: CONCRETE POST
 FO0835_STAMPING: ARROW 1958
 FO0835_MARK LOGO: CGS   
 FO0835_PROJECTION: PROJECTING 5 CENTIMETERS
 FO0835_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO0835+STABILITY: SURFACE MOTION
 FO0835_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FO0835+SATELLITE: SATELLITE OBSERVATIONS - October 11, 1991
 FO0835
 FO0835  HISTORY     - Date     Condition        Report By
 FO0835  HISTORY     - 1958     MONUMENTED       CGS
 FO0835  HISTORY     - 1982     GOOD             NGS
 FO0835  HISTORY     - 19911011 GOOD             NGS
 FO0835
 FO0835                          STATION DESCRIPTION
 FO0835
 FO0835'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FO0835'26.9 KM (16.7 MI) SW FROM ALBUQUERQUE.
 FO0835'THE MARK IS 0.6 M BELOW THE FRONTAGE ROAD.
 FO0835'26.9 KM (16.7 MI) SOUTHWESTERLY ALONG INTERSTATE HIGHWAY 40 FROM ITS
 FO0835'JUNCTION WITH STATE HIGHWAY 448 AT THE NORTHWEST EDGE OF ALBUQUERQUE,
 FO0835'43.9 METERS (144.0 FT) NORTH OF THE CENTERLINE OF THE WEST BOUND LANES
 FO0835'OF THE HIGHWAY, 21.8 METERS (71.5 FT) NORTH OF THE CENTERLINE OF THE
 FO0835'NORTH FRONTAGE ROAD, 3.4 METERS (11.2 FT) WEST OF THE CENTER OF A GATE
 FO0835'AND TRACK ROAD LEADING NORTH AND 0.3 METER (1.0 FT) NORTH OF A FENCE.
 FO0835'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 FO0835
 FO0835                          STATION RECOVERY (1991)
 FO0835
 FO0835'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 FO0835'26.9 KM (16.70 MI) WESTERLY ALONG INTERSTATE HIGHWAY 40 FROM THE
 FO0835'JUNCTION OF STATE HIGHWAY 448 IN ALBUQUERQUE, 43.9 M (144.0 FT) NORTH
 FO0835'OF THE CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY, 21.8 M
 FO0835'(71.5 FT) NORTH OF AND LEVEL WITH THE CENTERLINE OF A FRONTAGE ROAD,
 FO0835'3.4 M (11.2 FT) WEST OF THE CENTER OF A GATE AND TRACK ROAD LEADING
 FO0835'NORTH, 0.3 M (1.0 FT) NORTH OF A FENCE, 0.3 M (1.0 FT) WEST OF A
 FO0835'WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0419 ***********************************************************************
 DR0419  DESIGNATION -  ARROYO
 DR0419  PID         -  DR0419
 DR0419  STATE/COUNTY-  NM/CHAVES
 DR0419  USGS QUAD   -  PANTHER HILL (1982)
 DR0419
 DR0419                         *CURRENT SURVEY CONTROL
 DR0419  ___________________________________________________________________
 DR0419* NAD 83(1992)-  33 35 58.96587(N)    104 34 36.62575(W)     ADJUSTED  
 DR0419* NAVD 88     -      1139.342  (meters)    3737.99   (feet)  ADJUSTED  
 DR0419  ___________________________________________________________________
 DR0419  LAPLACE CORR-          -2.59  (seconds)                    DEFLEC99
 DR0419  GEOID HEIGHT-         -23.21  (meters)                     GEOID03
 DR0419  DYNAMIC HT  -        1137.790 (meters)    3732.90  (feet)  COMP
 DR0419  MODELED GRAV-     979,236.3   (mgal)                       NAVD 88
 DR0419
 DR0419  HORZ ORDER  -  SECOND
 DR0419  VERT ORDER  -  SECOND    CLASS 0
 DR0419
 DR0419.The horizontal coordinates were established by classical geodetic methods
 DR0419.and adjusted by the National Geodetic Survey in December 1993..
 DR0419
 DR0419.The orthometric height was determined by differential leveling
 DR0419.and adjusted by the National Geodetic Survey in June 1991..
 DR0419
 DR0419.The Laplace correction was computed from DEFLEC99 derived deflections.
 DR0419
 DR0419.The geoid height was determined by GEOID03.
 DR0419
 DR0419.The dynamic height is computed by dividing the NAVD 88
 DR0419.geopotential number by the normal gravity value computed on the
 DR0419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0419.degrees latitude (g = 980.6199 gals.).
 DR0419
 DR0419.The modeled gravity was interpolated from observed gravity values.
 DR0419
 DR0419;                    North         East     Units Scale Factor Converg.
 DR0419;SPC NM E     -   288,288.113   142,400.701   MT  0.99991539   -0 08 05.1
 DR0419;SPC NM E     -   945,825.25    467,192.97   sFT  0.99991539   -0 08 05.1
 DR0419;UTM  13      - 3,717,854.594   539,260.346   MT  0.99961900   +0 14 03.0
 DR0419
 DR0419!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR0419!SPC NM E     -   0.99982481  x   0.99991539  =   0.99974021
 DR0419!UTM  13      -   0.99982481  x   0.99961900  =   0.99944387
 DR0419
 DR0419:                Primary Azimuth Mark                     Grid Az
 DR0419:SPC NM E     -  ARROYO AZ MK                             155 04 41.4
 DR0419:UTM  13      -  ARROYO AZ MK                             154 42 33.3
 DR0419
 DR0419|---------------------------------------------------------------------|
 DR0419| PID    Reference Object                     Distance      Geod. Az  |
 DR0419|                                                           dddmmss.s |
 DR0419| DR0422 ARROYO AZ MK                                       1545636.3 |
 DR0419| DR0421 8 Y 2                                 6.430 METERS 16118     |
 DR0419| DR0418 ARROYO RM 2                          19.202 METERS 18248     |
 DR0419| DR0420 ARROYO RM 1                          16.400 METERS 35655     |
 DR0419|---------------------------------------------------------------------|
 DR0419
 DR0419                          SUPERSEDED SURVEY CONTROL
 DR0419
 DR0419  NAD 83(1986)-  33 35 58.97039(N)    104 34 36.62195(W) AD(       ) 2
 DR0419  NAD 27      -  33 35 58.64710(N)    104 34 34.72920(W) AD(       ) 2
 DR0419  NGVD 29 (??/??/92) 1138.833  (m)         3736.32   (f) ADJ UNCH    2 0
 DR0419
 DR0419.Superseded values are not recommended for survey control.
 DR0419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0419.See file dsdata.txt to determine how the superseded data were derived.
 DR0419
 DR0419_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SET3926017855(NAD 83)
 DR0419_MARKER: DS = TRIANGULATION STATION DISK
 DR0419_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR0419_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DR0419_STAMPING: ARROYO 1961
 DR0419_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR0419+STABILITY: SURFACE MOTION
 DR0419
 DR0419  HISTORY     - Date     Condition        Report By
 DR0419  HISTORY     - 1961     MONUMENTED       CGS
 DR0419  HISTORY     - 1961     GOOD             CGS
 DR0419
 DR0419                          STATION DESCRIPTION
 DR0419
 DR0419'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (GWM)
 DR0419'LOCATED, AIRLINE, ABOUT 14-1/2 MILES NORTH-NORTHWEST OF ROSWELL,
 DR0419'13-3/4 MILES WEST OF FRAZIER, AND 3-1/2 MILES SOUTH OF THE U.S.
 DR0419'HIGHWAY 285 BRIDGE OVER THE ARROYO MACHO ON GOVERNMENT OWNED
 DR0419'LAND NEAR THE WEST PROPERTY FENCE.
 DR0419'
 DR0419'TO REACH FROM THE WEST SIDE OF THE CHAVES COUNTY COURTHOUSE
 DR0419'IN ROSWELL GO NORTH ON U.S. HIGHWAY 285 TO A FORK WHERE U.S.
 DR0419'HIGHWAY 70 BEARS NORTHEAST.  CONTINUE NORTH ON HIGHWAY 285
 DR0419'FOR 8.2 MILES TO THE HIGHWAY BRIDGE OVER SALT CREEK.  CONTINUE
 DR0419'NORTH AND NORTH-NORTHWEST 1.6 MILES TO A SIDE ROAD ON THE LEFT.
 DR0419'TURN LEFT AND GO WEST 2.2 MILES TO A GUARDED GATE AT THE
 DR0419'ENTRANCE, CONTINUE WEST ABOUT 0.2 MILE TO THE WEST PROPERTY
 DR0419'FENCE AND THE STATION.*
 DR0419'
 DR0419'THE STATION MARK, A STANDARD DISK STAMPED ARROYO 1961 CEMENTED
 DR0419'IN THE TOP OF A 12-INCH-SQUARE CONCRETE MONUMENT PROJECTING
 DR0419'4 INCHES ABOVE GROUND, IS 4.4 FEET EAST OF THE WEST PROPERTY
 DR0419'FENCE AND 3.8 FEET SOUTHEAST OF A METAL WITNESS POST WITH SIGN.
 DR0419'
 DR0419'REFERENCE MARK NUMBER ONE, A STANDARD DISK STAMPED ARROYO NO
 DR0419'1 1961 CEMENTED IN THE TOP OF A 12-INCH-SQUARE CONCRETE
 DR0419'MONUMENT PROJECTING 5 INCHES ABOVE GROUND, IS 1.4 FEET EAST OF
 DR0419'THE WEST PROPERTY FENCE AT ABOUT THE SAME ELEVATION AS THE
 DR0419'STATION.
 DR0419'
 DR0419'REFERENCE MARK NUMBER TWO, A STANDARD DISK STAMPED ARROYO NO 2 1961
 DR0419'CEMENTED IN THE TOP OF A 12-INCH-SQUARE CONCRETE MONUMENT
 DR0419'PROJECTING 6 INCHES ABOVE GROUND, IS 1.5 FEET EAST OF THE WEST
 DR0419'PROPERTY FENCE AT ABOUT THE SAME ELEVATION AS THE STATION.
 DR0419'
 DR0419'A CORPS OF ENGINEERS MARK, A SMOOTH BRONZE DISK WITH A CROSS
 DR0419'CUT IN IT STAMPED 8 Y 2 IS CEMENTED IN THE TOP OF A 10-INCH-SQUARE
 DR0419'CONCRETE MONUMENT PROJECTING 8 INCHES ABOVE GROUND.  IT IS
 DR0419'SURROUNDED BY AN 8-FOOT-SQUARE WOODEN FENCE AND IS 11.3 FEET
 DR0419'EAST OF THE WEST PROPERTY FENCE AT ABOUT THE SAME ELEVATION
 DR0419'AS THE STATION.
 DR0419'
 DR0419'THE AZIMUTH MARK, A STANDARD DISK STAMPED ARROYO 1961 CEMENTED
 DR0419'IN THE TOP OF A 12-INCH-SQUARE CONCRETE MONUMENT PROJECTING
 DR0419'4 INCHES ABOVE GROUND, IS 58.0 FEET WEST OF THE CENTER OF A
 DR0419'BLADED ROAD AND 1.6 FEET WEST OF A WITNESS POST WITH SIGN.  TO
 DR0419'REACH THE AZIMUTH MARK FROM THE SOUTH SIDE OF THE SILO GO SOUTH
 DR0419'THROUGH THE GATE IN THE SOUTH PROPERTY FENCE 0.4 MILE ON A
 DR0419'BLADED ROAD TO THE MARK ON THE RIGHT.
 DR0419'
 DR0419'MEASUREMENT FROM REFERENCE MARK ONE TO REFERENCE MARK TWO
 DR0419'BLOCKED BY CONSTRUCTION EQUIPMENT.
 DR0419'
 DR0419'*ROADS IN THE AREA WERE NOT YET COMPLETED AT THE TIME THE
 DR0419'STATION WAS OCCUPIED.
 DR0419
 DR0419                          STATION RECOVERY (1961)
 DR0419
 DR0419'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 DR0419'16.85 MI NW FROM ROSWELL.
 DR0419'14.35 MILES NORTH ALONG U.S. HIGHWAY 285 FROM THE COURTHOUSE AT
 DR0419'ROSWELL, THENCE 2.5 MILES WEST ALONG A PAVED ROAD, 63.0 FEET NORTH OF
 DR0419'R.M. 2, 53.9 FEET SOUTH OF R.M. 1, 3.8 FEET SOUTHEAST OF A METAL
 DR0419'WITNESS POST WITH SIGN, SET IN TOP OF A SQUARE CONCRETE POST
 DR0419'PROJECTING 4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0435 ***********************************************************************
 FN0435  DESIGNATION -  ARROYO
 FN0435  PID         -  FN0435
 FN0435  STATE/COUNTY-  NM/SAN MIGUEL
 FN0435  USGS QUAD   -  BELL RANCH (1972)
 FN0435
 FN0435                         *CURRENT SURVEY CONTROL
 FN0435  ___________________________________________________________________
 FN0435* NAD 83(1992)-  35 30 13.15430(N)    104 03 25.14153(W)     ADJUSTED  
 FN0435* NAVD 88     -      1315.4    (meters)    4316.     (feet)  VERTCON   
 FN0435  ___________________________________________________________________
 FN0435  LAPLACE CORR-          -2.31  (seconds)                    DEFLEC99
 FN0435  GEOID HEIGHT-         -22.03  (meters)                     GEOID03
 FN0435
 FN0435  HORZ ORDER  -  THIRD
 FN0435
 FN0435.The horizontal coordinates were established by classical geodetic methods
 FN0435.and adjusted by the National Geodetic Survey in December 1993..
 FN0435
 FN0435.The NAVD 88 height was computed by applying the VERTCON shift value to
 FN0435.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FN0435
 FN0435.The Laplace correction was computed from DEFLEC99 derived deflections.
 FN0435
 FN0435.The geoid height was determined by GEOID03.
 FN0435
 FN0435;                    North         East     Units Scale Factor Converg.
 FN0435;SPC NM E     -   499,486.269   190,069.646   MT  0.99991683   +0 09 37.8
 FN0435;SPC NM E     - 1,638,731.20    623,586.83   sFT  0.99991683   +0 09 37.8
 FN0435;UTM  13      - 3,929,307.456   585,522.461   MT  0.99969013   +0 32 51.7
 FN0435
 FN0435!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FN0435!SPC NM E     -   0.99979703  x   0.99991683  =   0.99971388
 FN0435!UTM  13      -   0.99979703  x   0.99969013  =   0.99948722
 FN0435
 FN0435|---------------------------------------------------------------------|
 FN0435| PID    Reference Object                     Distance      Geod. Az  |
 FN0435|                                                           dddmmss.s |
 FN0435| CJ5644 ARROYO RM 1                          14.972 METERS 05758     |
 FN0435| CJ5643 ARROYO AZ MK                                       2785511.3 |
 FN0435| CJ5645 ARROYO RM 2                           9.592 METERS 33346     |
 FN0435|---------------------------------------------------------------------|
 FN0435
 FN0435                          SUPERSEDED SURVEY CONTROL
 FN0435
 FN0435  NAD 83(1986)-  35 30 13.16272(N)    104 03 25.13759(W) AD(       ) 3
 FN0435  NAD 27      -  35 30 12.99560(N)    104 03 23.23320(W) AD(       ) 3
 FN0435  NGVD 29 (07/19/86) 1314.8    (m)         4314.     (f) VERT ANG       
 FN0435
 FN0435.Superseded values are not recommended for survey control.
 FN0435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0435.See file dsdata.txt to determine how the superseded data were derived.
 FN0435
 FN0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEV8552229307(NAD 83)
 FN0435_MARKER: DS = TRIANGULATION STATION DISK
 FN0435_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FN0435
 FN0435  HISTORY     - Date     Condition        Report By
 FN0435  HISTORY     - 1960     MONUMENTED       CGS
 FN0435
 FN0435                          STATION DESCRIPTION
 FN0435
 FN0435'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (HWK)
 FN0435'THE STATION IS ON THE BELL RANCH, APPROXIMATELY 11 MILES
 FN0435'NORTHEAST OF THE CONCHAS RESERVOIR DAM AND 3 MILES SOUTHEAST
 FN0435'OF THE BELL RANCH HEADQUARTERS.  THIS STATION IS NOT ON A
 FN0435'HILL.  IT IS ON THE SLOPE OF A LONG DOWN GRADE APPROXIMATELY
 FN0435'1-1/2 MILES EAST OF A LOW RIDGE.
 FN0435'
 FN0435'TO REACH THE STATION FROM THE POST OFFICE IN THE SMALL VILLAGE
 FN0435'OF CONCHAS, GO NORTHWEST ON STATE HIGHWAY 104 FOR 0.5 MILE
 FN0435'TO A SIDE ROAD ON THE RIGHT LEADING TO THE CONCHAS DAM.  TURN
 FN0435'RIGHT AND FOLLOW THE BLACKTOP ROAD OVER THE CONCHAS DAM
 FN0435'FOR 2.7 MILES TO THE CORP OF ENGINEERS HEADQUARTERS ON THE
 FN0435'LEFT.  CONTINUE NORTHERLY ON THE BLACKTOP ROAD FOR 1.15 MILES
 FN0435'TO A FORK WHERE THE BLACKTOP ROAD TURNS LEFT AND A GRAVEL
 FN0435'ROAD CONTINUES STRAIGHT AHEAD.  CONTINUE STRAIGHT AHEAD,
 FN0435'NORTHERLY, ON THE GRAVEL ROAD FOR 0.5 MILE TO A GATE.  PASS
 FN0435'THROUGH THE GATE AND CONTINUE NORTHERLY ON THE GRAVEL ROAD
 FN0435'FOR 0.7 MILE TO A SIDE ROAD ON THE RIGHT AND A LOCKED GATE
 FN0435'STRAIGHT AHEAD.  PASS THROUGH THE LOCKED GATE AND CONTINUE
 FN0435'NORTHERLY ON THE GRADED ROAD FOR 9.35 MILE TO A WOODEN
 FN0435'BRIDGE JUST AFTER THE ROAD TURNS TO THE LEFT.  CROSS THE
 FN0435'BRIDGE AND CONTINUE ON THE MAIN ROAD FOR 0.15 MILE TO
 FN0435'ANOTHER WOODEN BRIDGE AT THE ENTRANCE TO THE BELL RANCH
 FN0435'HEADQUARTERS.  CROSS THE BRIDGE, TURN RIGHT, AND GO 0.05
 FN0435'MILE PAST THE WATER TANK AND THEN TURN RIGHT SOUTHERLY FOR
 FN0435'ABOUT 50 FEET TO A CATTLE GUARD.  CROSS CATTLE GUARD AND
 FN0435'GO SOUTH ON THE BLADED ROAD, CROSS DEEP CREEK BED, AND GO
 FN0435'SOUTHERLY UP THE SIDE OF A HILL FOR 0.5 MILE TO A CATTLE
 FN0435'GUARD.  CROSS THE CATTLE GUARD AND CONTINUE SOUTHERLY ON
 FN0435'THE MAIN ROAD FOR 0.55 MILE TO A DIM TRACK ROAD ON THE
 FN0435'RIGHT.  CONTINUE SOUTHERLY ON THE MAIN ROAD FOR 1.05
 FN0435'MILES TO A FORK.  BEAR LEFT, STRAIGHT AHEAD, FOR 0.25
 FN0435'MILE TO ANOTHER FORK, JUST PAST A SMALL WATERHOLE ON THE
 FN0435'LEFT.  BEAR LEFT, EASTERLY, ON A TRACK ROAD FOR 0.4 MILE
 FN0435'TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE EASTERLY ON THE
 FN0435'TRACK ROAD FOR 0.3 MILE TO THE STATION ON THE LEFT.
 FN0435'
 FN0435'STATION MARK IS A STANDARD DISK STAMPED ARROYO 1960 AND IS
 FN0435'SET IN A SQUARE CONCRETE POST WHICH IS 8 INCHES BELOW THE
 FN0435'SURFACE OF THE GROUND.  IT IS 80 FEET WEST OF THE SOUTH EDGE
 FN0435'OF A SMALL DRAW, 47 FEET NORTH OF THE CENTER OF THE TRACK
 FN0435'ROAD AND 3.4 FEET SOUTHWEST OF A METAL WITNESS POST.  AN
 FN0435'UNDERGROUND DISK WAS NOT ESTABLISHED FOR THIS STATION.
 FN0435'
 FN0435'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED ARROYO NO 1
 FN0435'1960, IS CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH
 FN0435'PROJECTS 2 INCHES.  IT IS ON THE WEST EDGE OF THE SMALL DRAW,
 FN0435'73.5 FEET NORTH OF THE CENTER OF THE TRACK ROAD AND 44.5 FEET
 FN0435'NORTHEAST OF THE METAL WITNESS POST.
 FN0435'
 FN0435'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED ARROYO NO 2
 FN0435'1960, IS CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK
 FN0435'WHICH PROJECTS 1 INCH.  IT IS 75 FEET NORTH OF THE CENTER
 FN0435'OF THE TRACK ROAD, 58 FEET WEST OF THE WEST EDGE OF THE SMALL
 FN0435'DRAW AND 32.5 FEET NORTHWEST OF THE METAL WITNESS POST.
 FN0435'
 FN0435'AZIMUTH MARK, A STANDARD DISK STAMPED ARROYO 1960, IS CEMENTED
 FN0435'IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH IS FLUSH WITH
 FN0435'THE SURFACE OF THE GROUND.  IT IS 23.5 FEET SOUTH OF THE
 FN0435'CENTER OF THE TRACK ROAD.
 FN0435'
 FN0435'NOTE--REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0830 ***********************************************************************
 GM0830  DESIGNATION -  ARROYO
 GM0830  PID         -  GM0830
 GM0830  STATE/COUNTY-  NM/TAOS
 GM0830  USGS QUAD   -  ARROYO HONDO (1995)
 GM0830
 GM0830                         *CURRENT SURVEY CONTROL
 GM0830  ___________________________________________________________________
 GM0830* NAD 83(1992)-  36 30 54.99598(N)    105 39 28.71315(W)     ADJUSTED  
 GM0830* NAVD 88     -      2180.0    (meters)    7152.     (feet)  VERTCON   
 GM0830  ___________________________________________________________________
 GM0830  LAPLACE CORR-           5.69  (seconds)                    DEFLEC99
 GM0830  GEOID HEIGHT-         -17.72  (meters)                     GEOID03
 GM0830
 GM0830  HORZ ORDER  -  THIRD
 GM0830
 GM0830.The horizontal coordinates were established by classical geodetic methods
 GM0830.and adjusted by the National Geodetic Survey in December 1993..
 GM0830
 GM0830.The NAVD 88 height was computed by applying the VERTCON shift value to
 GM0830.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GM0830
 GM0830.The Laplace correction was computed from DEFLEC99 derived deflections.
 GM0830
 GM0830.The geoid height was determined by GEOID03.
 GM0830
 GM0830;                    North         East     Units Scale Factor Converg.
 GM0830;SPC NM C     -   611,847.233   553,024.647   MT  0.99993463   +0 21 08.2
 GM0830;SPC NM C     - 2,007,368.80  1,814,381.70   sFT  0.99993463   +0 21 08.2
 GM0830;UTM  13      - 4,041,303.926   441,085.992   MT  0.99964276   -0 23 29.5
 GM0830
 GM0830!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GM0830!SPC NM C     -   0.99966077  x   0.99993463  =   0.99959542
 GM0830!UTM  13      -   0.99966077  x   0.99964276  =   0.99930365
 GM0830
 GM0830|---------------------------------------------------------------------|
 GM0830| PID    Reference Object                     Distance      Geod. Az  |
 GM0830|                                                           dddmmss.s |
 GM0830| CM8301 ARROYO RM 3                          12.765 METERS 00108     |
 GM0830| GM0832 ARROYO 2                              9.647 METERS 04803     |
 GM0830| CM8302 ARROYO RM 4                          11.034 METERS 08639     |
 GM0830| CM8298 ARROYO AZ MK                                       1403015.4 |
 GM0830| GM0831 ARROYO 2 AZ MK                      APPROX. 1.1 KM 1405036.7 |
 GM0830| CM8299 ARROYO RM 1                          32.280 METERS 23501     |
 GM0830| CM8300 ARROYO RM 2                          23.030 METERS 33116     |
 GM0830|---------------------------------------------------------------------|
 GM0830
 GM0830                          SUPERSEDED SURVEY CONTROL
 GM0830
 GM0830  NAD 83(1986)-  36 30 55.00163(N)    105 39 28.71915(W) AD(       ) 3
 GM0830  NAD 27      -  36 30 54.93245(N)    105 39 26.67824(W) AD(       ) 3
 GM0830  NGVD 29 (07/19/86) 2178.8    (m)         7148.     (f) VERT ANG       
 GM0830
 GM0830.Superseded values are not recommended for survey control.
 GM0830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0830.See file dsdata.txt to determine how the superseded data were derived.
 GM0830
 GM0830_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDA4108641304(NAD 83)
 GM0830_MARKER: DS = TRIANGULATION STATION DISK
 GM0830_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GM0830
 GM0830  HISTORY     - Date     Condition        Report By
 GM0830  HISTORY     - 1954     MONUMENTED       CGS
 GM0830  HISTORY     - 1972     SEE DESCRIPTION  NGS
 GM0830  HISTORY     - 1977     SEE DESCRIPTION  NGS
 GM0830
 GM0830                          STATION DESCRIPTION
 GM0830
 GM0830'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (WRH)
 GM0830'THE STATION IS LOCATED AIRLINE, ABOUT 9 MILES NORTHWEST OF TAOS
 GM0830'ALONG THE NORTHEAST SIDE OF STATE HIGHWAY 3.
 GM0830'
 GM0830'THE STATION IS A STANDARD DISK STAMPED ARROYO 1954 SET IN TOP
 GM0830'OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS ABOUT 3 INCHES
 GM0830'ABOVE THE GROUND.  IT IS 5 FEET SOUTH-SOUTHEAST OF A WHITE
 GM0830'WITNESS POST, 30 FEET SOUTHEAST OF THE CENTER LINE OF A DIRT
 GM0830'SIDE ROAD AND 45 FEET NORTHEAST OF THE CENTER LINE OF THE
 GM0830'HIGHWAY.
 GM0830'
 GM0830'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED ARROYO NO
 GM0830'1 1954 SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH
 GM0830'PROJECTS ABOUT 4 INCHES ABOVE THE GROUND AND IS ABOUT THE SAME
 GM0830'ELEVATION AS THE STATION.  IT IS 81 FEET SOUTH OF THE CENTER
 GM0830'LINE OF STATE ROAD 111 AND 61 FEET SOUTHWEST OF THE CENTER LINE
 GM0830'OF THE HIGHWAY.
 GM0830'
 GM0830'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED ARROYO NO
 GM0830'2 1954 SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH
 GM0830'PROJECTS ABOUT 4 INCHES ABOVE THE GROUND AND IS ABOUT THE
 GM0830'SAME ELEVATION AS THE STATION.  IT IS 35 FEET NORTH OF THE
 GM0830'CENTER LINE OF A DIRT SIDE ROAD AND 63 FEET NORTHEAST OF THE
 GM0830'CENTER LINE OF THE HIGHWAY.
 GM0830'
 GM0830'THE AZIMUTH MARK IS A STANDARD DISK STAMPED ARROYO 1954 SET
 GM0830'IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 GM0830'ABOUT 4 INCHES ABOVE THE GROUND.  IT IS 54 FEET SOUTHWEST OF
 GM0830'THE CENTER LINE OF THE HIGHWAY.
 GM0830'
 GM0830'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 3 AND
 GM0830'U.S. HIGHWAY 64 IN TAOS, GO NORTHERLY ON STATE HIGHWAY 3 FOR 8.8
 GM0830'MILES TO THE AZIMUTH MARK ON THE LEFT, SOUTHWEST SIDE.  CONTINUE
 GM0830'NORTHWESTERLY ON THE HIGHWAY FOR 0.7 MILE TO A JUNCTION WITH
 GM0830'STATE ROAD 111, A WHITE WITNESS POST ON THE RIGHT, NORTHEAST
 GM0830'SIDE OF THE HIGHWAY AND THE STATION.
 GM0830'
 GM0830'HEIGHT OF LIGHT ABOVE STATION MARK 1.38 METERS.
 GM0830
 GM0830                          STATION RECOVERY (1972)
 GM0830
 GM0830'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 GM0830'THE UNDERGROUND STATION MARK AND THE AZIMUTH MARK WERE RECOVERED.
 GM0830'THE REFERENCE MARKS AND THE SURFACE STATION MARK HAD BEEN
 GM0830'DESTROYED BY ROAD MACHINERY.  A SURFACE STATION MARK WAS SET
 GM0830'PLUMB, OVER THE UNDERGROUND STATION AND REFERENCE MARKS 3 AND
 GM0830'4 WERE ESTABLISHED AT THIS TIME.
 GM0830'
 GM0830'THE STATION MARK IS A STANDARD DISK STAMPED, ARROYO 1954 1972.
 GM0830'IT IS SET IN THE TOP OF A 12 INCH CONCRETE MONUMENT WHICH IS
 GM0830'3 INCHES BELOW THE GROUND SURFACE.  54 FEET NORTHEAST OF THE
 GM0830'CENTER LINE OF THE HIGHWAY, 27 FEET WEST OF THE EAST RIGHT OF
 GM0830'WAY FENCE LINE AND 1-1/2 FEET NORTH OF A WITNESS POST AND SIGN.
 GM0830'
 GM0830'REFERENCE MARK 3 IS A STANDARD DISK STAMPED, ARROYO NO 3 1954
 GM0830'1972.  IT IS SET IN THE TOP OF A 10 INCH CONCRETE MONUMENT WHICH
 GM0830'IS FLUSH WITH THE GROUND SURFACE.  74 FEET NORTHEAST OF THE
 GM0830'CENTER LINE OF THE HIGHWAY, 20 FEET NORTH OF A WITNESS SIGN
 GM0830'ON A FENCE POST AND 1 FOOT SOUTHWEST OF THE FENCE LINE.
 GM0830'
 GM0830'REFERENCE MARK 4 IS A STANDARD DISK STAMPED, ARROYO NO 4 1954
 GM0830'1972.  IT IS SET IN THE TOP OF A 12 INCH CONCRETE MONUMENT WHICH
 GM0830'IS FLUSH WITH THE GROUND SURFACE.  74 FEET NORTHEAST OF THE
 GM0830'CENTER LINE OF THE HIGHWAY, 34 FEET SOUTH OF A WITNESS SIGN IN
 GM0830'FENCE LINE AND 1 FOOT SOUTHWEST OF THE FENCE LINE.
 GM0830'
 GM0830'THE AZIMUTH MARK IS A STANDARD DISK STAMPED, ARROYO 1954.  IT
 GM0830'IS SET IN TOP OF A SMALL CONCRETE MONUMENT WHICH PROJECTS 3
 GM0830'INCHES.  IT IS 54 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 GM0830'21 FEET NORTHEAST OF THE WEST RIGHT OF WAY FENCE LINE AND 1-1/2
 GM0830'FEET NORTH OF A WITNESS POST AND SIGN.
 GM0830'
 GM0830'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 64 AND
 GM0830'NEW MEXICO HIGHWAY 3 IN TAOS, GO NORTH ALONG HIGHWAY 3 FOR
 GM0830'4.2 MILES TO JUNCTION WITH STATE HIGHWAYS 111 AND 150, CONTINUE
 GM0830'NORTH ALONG HIGHWAY 3 FOR 6.4 MILES TO THE STATION ON THE RIGHT.
 GM0830'A GRADED DIRT ROAD WHICH LEADS NORTHWEST AT THIS POINT IS OLD
 GM0830'HIGHWAY 111.
 GM0830'
 GM0830'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTH ALONG
 GM0830'HIGHWAY 3 FOR 0.7 MILE TO THE MARK ON THE RIGHT.  THIS IS ON THE
 GM0830'NORTH SLOPE OF A HILL.
 GM0830'
 GM0830'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 GM0830'
 GM0830'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--10 MILES
 GM0830'NORTH OF TAOS
 GM0830
 GM0830                          STATION RECOVERY (1977)
 GM0830
 GM0830'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 GM0830'STATION MARK, REFERENCE MARKS 3, 4 AND THE AZIMUTH MARK WERE ALL
 GM0830'RECOVERED AND WERE IN GOOD CONDITION.  STATION MARK AND AZIMUTH MARK
 GM0830'WERE MOVED AT THIS TIME DUE TO STATE HIGHWAY BEING WIDENED IN THE
 GM0830'NEAR FUTURE AND THE MARKS WOULD HAVE BEEN DESTROYED.  REFERENCE
 GM0830'MARKS REMAIN IN PLACE BECAUSE THEY ARE ONLY 5 INCHES FROM THE
 GM0830'HIGHWAY RIGHT OF WAY FENCELINE AND WERE IN NO DANGER OF BEING
 GM0830'DESTROYED.  THEY WERE TIED TO THE NEW STATION, ARROYO 2.
 GM0830'
 GM0830'STATION SURFACE DISK AND THE AZIMUTH MARK DISK WERE RETRIEVED.
 GM0830'
 GM0830'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--9-1/2 MILES
 GM0830'NORTHWEST OF TAOS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0832 ***********************************************************************
 GM0832  DESIGNATION -  ARROYO 2
 GM0832  PID         -  GM0832
 GM0832  STATE/COUNTY-  NM/TAOS
 GM0832  USGS QUAD   -  ARROYO HONDO (1995)
 GM0832
 GM0832                         *CURRENT SURVEY CONTROL
 GM0832  ___________________________________________________________________
 GM0832* NAD 83(1992)-  36 30 55.20520(N)    105 39 28.42481(W)     ADJUSTED  
 GM0832* NAVD 88     -      2180.     (meters)    7152.     (feet)  SCALED    
 GM0832  ___________________________________________________________________
 GM0832  LAPLACE CORR-           5.69  (seconds)                    DEFLEC99
 GM0832  GEOID HEIGHT-         -17.72  (meters)                     GEOID03
 GM0832
 GM0832  HORZ ORDER  -  THIRD
 GM0832
 GM0832.The horizontal coordinates were established by classical geodetic methods
 GM0832.and adjusted by the National Geodetic Survey in December 1993..
 GM0832.No horizontal observational check was made to the station.
 GM0832
 GM0832.The orthometric height was scaled from a topographic map.
 GM0832
 GM0832.The Laplace correction was computed from DEFLEC99 derived deflections.
 GM0832
 GM0832.The geoid height was determined by GEOID03.
 GM0832
 GM0832;                    North         East     Units Scale Factor Converg.
 GM0832;SPC NM C     -   611,853.725   553,031.781   MT  0.99993464   +0 21 08.4
 GM0832;SPC NM C     - 2,007,390.10  1,814,405.10   sFT  0.99993464   +0 21 08.4
 GM0832;UTM  13      - 4,041,310.323   441,093.208   MT  0.99964275   -0 23 29.3
 GM0832
 GM0832!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GM0832!SPC NM C     -   0.99966073  x   0.99993464  =   0.99959540
 GM0832!UTM  13      -   0.99966073  x   0.99964275  =   0.99930361
 GM0832
 GM0832:                Primary Azimuth Mark                     Grid Az
 GM0832:SPC NM C     -  ARROYO 2 AZ MK                           140 58 28.4
 GM0832:UTM  13      -  ARROYO 2 AZ MK                           141 43 06.1
 GM0832
 GM0832|---------------------------------------------------------------------|
 GM0832| PID    Reference Object                     Distance      Geod. Az  |
 GM0832|                                                           dddmmss.s |
 GM0832| GM0831 ARROYO 2 AZ MK                      APPROX. 1.1 KM 1411936.8 |
 GM0832| CM8302 ARROYO RM 4                           6.956 METERS 14634     |
 GM0832| GM0830 ARROYO                                9.647 METERS 22803     |
 GM0832| CM8301 ARROYO RM 3                           9.370 METERS 31220     |
 GM0832|---------------------------------------------------------------------|
 GM0832
 GM0832                          SUPERSEDED SURVEY CONTROL
 GM0832
 GM0832  NAD 83(1986)-  36 30 55.21084(N)    105 39 28.43080(W) AD(       ) 3
 GM0832  NAD 27      -  36 30 55.14167(N)    105 39 26.38989(W) AD(       ) 3
 GM0832
 GM0832.Superseded values are not recommended for survey control.
 GM0832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0832.See file dsdata.txt to determine how the superseded data were derived.
 GM0832
 GM0832_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDA4109341310(NAD 83)
 GM0832_MARKER: DS = TRIANGULATION STATION DISK
 GM0832_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GM0832_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GM0832_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 GM0832_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GM0832+STABILITY: SURFACE MOTION
 GM0832
 GM0832  HISTORY     - Date     Condition        Report By
 GM0832  HISTORY     - 1977     MONUMENTED       NGS
 GM0832
 GM0832                          STATION DESCRIPTION
 GM0832
 GM0832'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 GM0832'STATION IS LOCATED ABOUT 10.3 MILES NORTHWEST ALONG STATE HIGHWAY
 GM0832'3 FROM THE CENTRAL SECTION OF THE TOWN OF TAOS, ON THE NORTHEAST
 GM0832'SIDE OF THE HIGHWAY INSIDE FENCED PASTURE LAND AND NEAR THE
 GM0832'JUNCTION OF THE STATE HIGHWAY 3 AND AN EAST-WEST DIRT ROAD.
 GM0832'
 GM0832'STATION IS REACHED FROM THE JUNCTION OF STATE HIGHWAY 3 AND U.S.
 GM0832'HIGHWAY 64 WEST WHICH IS ABOUT 4 MILES NORTHWEST OF TAOS.  GO
 GM0832'NORTHWEST ON STATE HIGHWAY 3 FOR 5.6 MILES TO THE AZIMUTH MARK ON
 GM0832'THE LEFT, AS DESCRIBED.  CONTINUE STRAIGHT AHEAD ON HIGHWAY 3 FOR
 GM0832'0.7 MILES TO AN EAST-WEST DIRT ROAD ON LEFT AND THE STATION ON
 GM0832'RIGHT, AS DESCRIBED.
 GM0832'
 GM0832'STATION IS A STANDARD STATION MARK DISK, STAMPED ARROYO 2 1977,
 GM0832'SET IN THE TOP OF A ROUND CONCRETE MONUMENT PROJECTING ABOUT 3
 GM0832'INCHES.  A SUBSURFACE STATION DISK, STAMPED THE SAME AS THE
 GM0832'SURFACE DISK WAS ALSO SET.  MARK IS 120 FEET EAST OF THE JUNCTION
 GM0832'OF HIGHWAY 3 AND AN EAST-WEST DIRT ROAD, 78 FEET NORTHEAST OF
 GM0832'THE APPROXIMATE CENTER OF HIGHWAY 3 AND 3 FEET NORTHEAST OF A
 GM0832'HIGHWAY RIGHTOFWAY FENCELINE AND A METAL WITNESS POST WITH A
 GM0832'METAL WITNESS SIGN ATTACHED.
 GM0832'
 GM0832'REFERENCE MARK 3 IS A STANDARD REFERENCE MARK DISK, STAMPED ARROYO
 GM0832'1954 NO 3 1972, SET IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH
 GM0832'WITH THE GROUND.  MARK IS 74-1/2 FEET NORTHEAST OF THE APPROXIMATE
 GM0832'CENTER OF HIGHWAY 3 AND 5 INCHES SOUTHWEST OF THE RIGHTOFWAY
 GM0832'FENCELINE.
 GM0832'
 GM0832'REFERENCE MARK 4 IS A STANDARD REFERENCE MARK DISK, STAMPED
 GM0832'ARROYO 1954 NO 4 1972, SET IN THE TOP OF A ROUND CONCRETE MONUMENT
 GM0832'PROJECTING ABOUT 2 INCHES.  MARK IS 74-1/2 FEET NORTHEAST OF THE
 GM0832'APPROXIMATE CENTER OF HIGHWAY 3 AND 5 INCHES SOUTHWEST OF THE
 GM0832'RIGHTOFWAY FENCELINE.
 GM0832'
 GM0832'AZIMUTH MARK IS A STANDARD AZIMUTH MARK DISK, STAMPED ARROYO 2
 GM0832'1977, SET IN THE TOP OF A ROUND CONCRETE MONUMENT PROJECTING
 GM0832'ABOUT 1 INCH.  MARK IS 77 FEET SOUTHWEST OF THE APPROXIMATE CENTER
 GM0832'OF HIGHWAY 3 AND 2 FEET SOUTHWEST OF A RIGHTOFWAY FENCELINE
 GM0832'AND METAL WITNESS POST WITH A METAL WITNESS SIGN ATTACHED.
 GM0832'
 GM0832'A STEEL ROD WAS PLACED IN THE STATION MARK FOR A BETTER
 GM0832'RECOVERY.
 GM0832'
 GM0832'A STEEL ROD WAS PLACED BESIDE THE AZIMUTH MARK FOR A BETTER
 GM0832'RECOVERY.
 GM0832'
 GM0832'NEAREST TOWN--TAOS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0422 ***********************************************************************
 DR0422  DESIGNATION -  ARROYO AZ MK
 DR0422  PID         -  DR0422
 DR0422  STATE/COUNTY-  NM/CHAVES
 DR0422  USGS QUAD   -  PANTHER HILL (1982)
 DR0422
 DR0422                         *CURRENT SURVEY CONTROL
 DR0422  ___________________________________________________________________
 DR0422* NAD 83(1986)-  33 35 35.     (N)    104 34 23.     (W)     SCALED    
 DR0422* NAVD 88     -      1130.827  (meters)    3710.05   (feet)  ADJUSTED  
 DR0422  ___________________________________________________________________
 DR0422  GEOID HEIGHT-         -23.21  (meters)                     GEOID03
 DR0422  DYNAMIC HT  -        1129.287 (meters)    3705.00  (feet)  COMP
 DR0422  MODELED GRAV-     979,236.7   (mgal)                       NAVD 88
 DR0422
 DR0422  VERT ORDER  -  SECOND    CLASS 0
 DR0422
 DR0422.The horizontal coordinates were scaled from a topographic map and have
 DR0422.an estimated accuracy of +/- 6 seconds.
 DR0422
 DR0422.The orthometric height was determined by differential leveling
 DR0422.and adjusted by the National Geodetic Survey in June 1991..
 DR0422
 DR0422.The geoid height was determined by GEOID03.
 DR0422
 DR0422.The dynamic height is computed by dividing the NAVD 88
 DR0422.geopotential number by the normal gravity value computed on the
 DR0422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0422.degrees latitude (g = 980.6199 gals.).
 DR0422
 DR0422.The modeled gravity was interpolated from observed gravity values.
 DR0422
 DR0422;                    North         East    Units  Estimated Accuracy
 DR0422;SPC NM E     -   287,550.      142,750.      MT  (+/- 180 meters Scaled)
 DR0422
 DR0422                          SUPERSEDED SURVEY CONTROL
 DR0422
 DR0422  NGVD 29 (??/??/92) 1130.319  (m)         3708.39   (f) ADJ UNCH    2 0
 DR0422
 DR0422.Superseded values are not recommended for survey control.
 DR0422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0422.See file dsdata.txt to determine how the superseded data were derived.
 DR0422
 DR0422_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SET396171(NAD 83)
 DR0422_MARKER: DZ = AZIMUTH MARK DISK
 DR0422_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR0422_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DR0422_STAMPING: ARROYO 1961
 DR0422_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR0422+STABILITY: SURFACE MOTION
 DR0422
 DR0422  HISTORY     - Date     Condition        Report By
 DR0422  HISTORY     - 1961     MONUMENTED       CGS
 DR0422
 DR0422                          STATION DESCRIPTION
 DR0422
 DR0422'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 DR0422'17.25 MI NW FROM ROSWELL.
 DR0422'14.35 MILES NORTH ALONG U.S. HIGHWAY 285 FROM THE COURTHOUSE AT
 DR0422'ROSWELL, THENCE 2.5 MILES WEST ALONG A PAVED ROAD, THENCE 0.4 MILE
 DR0422'SOUTH ALONG A TRACK ROAD, 58.0 FEET WEST OF THE CENTER OF A BLADED
 DR0422'ROAD, 1.6 FEET WEST OF A METAL WITNESS POST WITH SIGN, SET IN TOP OF A
 DR0422'SQUARE CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0420 ***********************************************************************
 DR0420  DESIGNATION -  ARROYO RM 1
 DR0420  PID         -  DR0420
 DR0420  STATE/COUNTY-  NM/CHAVES
 DR0420  USGS QUAD   -  PANTHER HILL (1982)
 DR0420
 DR0420                         *CURRENT SURVEY CONTROL
 DR0420  ___________________________________________________________________
 DR0420* NAD 83(1986)-  33 35 58.     (N)    104 34 36.     (W)     SCALED    
 DR0420* NAVD 88     -      1139.407  (meters)    3738.20   (feet)  ADJUSTED  
 DR0420  ___________________________________________________________________
 DR0420  GEOID HEIGHT-         -23.21  (meters)                     GEOID03
 DR0420  DYNAMIC HT  -        1137.855 (meters)    3733.11  (feet)  COMP
 DR0420  MODELED GRAV-     979,236.3   (mgal)                       NAVD 88
 DR0420
 DR0420  VERT ORDER  -  SECOND    CLASS 0
 DR0420
 DR0420.The horizontal coordinates were scaled from a topographic map and have
 DR0420.an estimated accuracy of +/- 6 seconds.
 DR0420
 DR0420.The orthometric height was determined by differential leveling
 DR0420.and adjusted by the National Geodetic Survey in June 1991..
 DR0420
 DR0420.The geoid height was determined by GEOID03.
 DR0420
 DR0420.The dynamic height is computed by dividing the NAVD 88
 DR0420.geopotential number by the normal gravity value computed on the
 DR0420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0420.degrees latitude (g = 980.6199 gals.).
 DR0420
 DR0420.The modeled gravity was interpolated from observed gravity values.
 DR0420
 DR0420;                    North         East    Units  Estimated Accuracy
 DR0420;SPC NM E     -   288,260.      142,420.      MT  (+/- 180 meters Scaled)
 DR0420
 DR0420                          SUPERSEDED SURVEY CONTROL
 DR0420
 DR0420  NGVD 29 (??/??/92) 1138.898  (m)         3736.53   (f) ADJ UNCH    2 0
 DR0420
 DR0420.Superseded values are not recommended for survey control.
 DR0420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0420.See file dsdata.txt to determine how the superseded data were derived.
 DR0420
 DR0420_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SET392178(NAD 83)
 DR0420_MARKER: DR = REFERENCE MARK DISK
 DR0420_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR0420_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DR0420_STAMPING: ARROYO NO 1 1961
 DR0420_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR0420+STABILITY: SURFACE MOTION
 DR0420
 DR0420  HISTORY     - Date     Condition        Report By
 DR0420  HISTORY     - 1961     MONUMENTED       CGS
 DR0420
 DR0420                          STATION DESCRIPTION
 DR0420
 DR0420'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 DR0420'16.85 MI NW FROM ROSWELL.
 DR0420'14.35 MILES NORTH ALONG U.S. HIGHWAY 285 FROM THE COURTHOUSE AT
 DR0420'ROSWELL, THENCE 2.5 MILES WEST ALONG A PAVED ROAD, 53.9 FEET NORTH OF
 DR0420'A TRIANGULATION STATION, 1.4 FEET EAST OF WEST BOUNDARY FENCE, SET IN
 DR0420'TOP OF A SQUARE CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0418 ***********************************************************************
 DR0418  DESIGNATION -  ARROYO RM 2
 DR0418  PID         -  DR0418
 DR0418  STATE/COUNTY-  NM/CHAVES
 DR0418  USGS QUAD   -  PANTHER HILL (1982)
 DR0418
 DR0418                         *CURRENT SURVEY CONTROL
 DR0418  ___________________________________________________________________
 DR0418* NAD 83(1986)-  33 35 58.     (N)    104 34 36.     (W)     SCALED    
 DR0418* NAVD 88     -      1139.132  (meters)    3737.30   (feet)  ADJUSTED  
 DR0418  ___________________________________________________________________
 DR0418  GEOID HEIGHT-         -23.21  (meters)                     GEOID03
 DR0418  DYNAMIC HT  -        1137.581 (meters)    3732.21  (feet)  COMP
 DR0418  MODELED GRAV-     979,236.3   (mgal)                       NAVD 88
 DR0418
 DR0418  VERT ORDER  -  SECOND    CLASS 0
 DR0418
 DR0418.The horizontal coordinates were scaled from a topographic map and have
 DR0418.an estimated accuracy of +/- 6 seconds.
 DR0418
 DR0418.The orthometric height was determined by differential leveling
 DR0418.and adjusted by the National Geodetic Survey in June 1991..
 DR0418
 DR0418.The geoid height was determined by GEOID03.
 DR0418
 DR0418.The dynamic height is computed by dividing the NAVD 88
 DR0418.geopotential number by the normal gravity value computed on the
 DR0418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0418.degrees latitude (g = 980.6199 gals.).
 DR0418
 DR0418.The modeled gravity was interpolated from observed gravity values.
 DR0418
 DR0418;                    North         East    Units  Estimated Accuracy
 DR0418;SPC NM E     -   288,260.      142,420.      MT  (+/- 180 meters Scaled)
 DR0418
 DR0418                          SUPERSEDED SURVEY CONTROL
 DR0418
 DR0418  NGVD 29 (??/??/92) 1138.623  (m)         3735.63   (f) ADJ UNCH    2 0
 DR0418
 DR0418.Superseded values are not recommended for survey control.
 DR0418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0418.See file dsdata.txt to determine how the superseded data were derived.
 DR0418
 DR0418_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SET392178(NAD 83)
 DR0418_MARKER: DR = REFERENCE MARK DISK
 DR0418_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR0418_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DR0418_STAMPING: ARROYO NO 2 1961
 DR0418_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR0418+STABILITY: SURFACE MOTION
 DR0418
 DR0418  HISTORY     - Date     Condition        Report By
 DR0418  HISTORY     - 1961     MONUMENTED       CGS
 DR0418
 DR0418                          STATION DESCRIPTION
 DR0418
 DR0418'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 DR0418'16.85 MI NW FROM ROSWELL.
 DR0418'14.35 MILES NORTH ALONG U.S. HIGHWAY 285 FROM THE COURTHOUSE AT
 DR0418'ROSWELL, THENCE 2.5 MILES WEST ALONG A PAVED ROAD, 63.0 FEET SOUTH OF
 DR0418'A TRIANGULATION STATION, 1.5 FEET EAST OF THE WEST BOUNDARY FENCE, SET
 DR0418'IN TOP OF A SQUARE CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0728 ***********************************************************************
 CW0728  DESIGNATION -  ARTESIA ATT MICROWAVE
 CW0728  PID         -  CW0728
 CW0728  STATE/COUNTY-  NM/EDDY
 CW0728  USGS QUAD   -  RED LAKE (1975)
 CW0728
 CW0728                         *CURRENT SURVEY CONTROL
 CW0728  ___________________________________________________________________
 CW0728* NAD 83(1992)-  32 48 08.68457(N)    104 10 37.22217(W)     ADJUSTED  
 CW0728* NAVD 88     -                                                        
 CW0728  ___________________________________________________________________
 CW0728  LAPLACE CORR-           1.00  (seconds)                    DEFLEC99
 CW0728  GEOID HEIGHT-         -23.04  (meters)                     GEOID03
 CW0728
 CW0728  HORZ ORDER  -  THIRD
 CW0728
 CW0728.The horizontal coordinates were established by classical geodetic methods
 CW0728.and adjusted by the National Geodetic Survey in December 1993..
 CW0728
 CW0728
 CW0728.The Laplace correction was computed from DEFLEC99 derived deflections.
 CW0728
 CW0728.The geoid height was determined by GEOID03.
 CW0728
 CW0728;                    North         East     Units Scale Factor Converg.
 CW0728;SPC NM E     -   199,853.370   179,640.430   MT  0.99991173   +0 05 04.9
 CW0728;SPC NM E     -   655,685.60    589,370.31   sFT  0.99991173   +0 05 04.9
 CW0728;UTM  13      - 3,629,682.517   577,052.664   MT  0.99967321   +0 26 45.1
 CW0728
 CW0728                          SUPERSEDED SURVEY CONTROL
 CW0728
 CW0728  NAD 83(1986)-  32 48 08.69006(N)    104 10 37.21249(W) AD(       ) 4
 CW0728  NAD 27      -  32 48 08.27482(N)    104 10 35.37006(W) AD(       ) 3
 CW0728
 CW0728.Superseded values are not recommended for survey control.
 CW0728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0728.See file dsdata.txt to determine how the superseded data were derived.
 CW0728
 CW0728_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES7705329683(NAD 83)
 CW0728_MARKER: 45 = MICROWAVE TOWER
 CW0728
 CW0728  HISTORY     - Date     Condition        Report By
 CW0728  HISTORY     - 1975     FIRST OBSERVED   NGS
 CW0728
 CW0728                          STATION DESCRIPTION
 CW0728
 CW0728'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (JRS)
 CW0728'THE STATION, AT AND T MICROWAVE RELAY TOWER, IS THE CENTER
 CW0728'OF THE TOP OF A 300 FEET HIGH TOWER.  THE STRUCTURE IS A FOUR
 CW0728'LEGGED GUYED TOWER, PAINTED ORANGE AND WHITE.  IT IS LOCATED
 CW0728'ABOUT 12.0 MILES EAST OF ARTESIA AND ABOUT 11.0 MILES WEST
 CW0728'OF LOCO HILLS, NEW MEXICO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0738 ***********************************************************************
 CW0738  DESIGNATION -  ARTESIA COMPRESS TANK
 CW0738  PID         -  CW0738
 CW0738  STATE/COUNTY-  NM/EDDY
 CW0738  USGS QUAD   -  ESPUELA (1975)
 CW0738
 CW0738                         *CURRENT SURVEY CONTROL
 CW0738  ___________________________________________________________________
 CW0738* NAD 83(1992)-  32 52 58.78217(N)    104 23 56.03163(W)     ADJUSTED  
 CW0738* NAVD 88     -      1065.     (meters)    3494.     (feet)  SCALED    
 CW0738  ___________________________________________________________________
 CW0738  LAPLACE CORR-          -0.79  (seconds)                    DEFLEC99
 CW0738  GEOID HEIGHT-         -23.12  (meters)                     GEOID03
 CW0738
 CW0738  HORZ ORDER  -  THIRD
 CW0738
 CW0738.The horizontal coordinates were established by classical geodetic methods
 CW0738.and adjusted by the National Geodetic Survey in December 1993..
 CW0738.No horizontal observational check was made to the station.
 CW0738
 CW0738.The orthometric height was scaled from a topographic map.
 CW0738
 CW0738.The Laplace correction was computed from DEFLEC99 derived deflections.
 CW0738
 CW0738.The geoid height was determined by GEOID03.
 CW0738
 CW0738;                    North         East     Units Scale Factor Converg.
 CW0738;SPC NM E     -   208,780.395   158,865.284   MT  0.99990955   -0 02 08.1
 CW0738;SPC NM E     -   684,973.68    521,210.52   sFT  0.99990955   -0 02 08.1
 CW0738;UTM  13      - 3,638,476.022   556,226.901   MT  0.99963898   +0 19 34.9
 CW0738
 CW0738!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CW0738!SPC NM E     -   0.99983638  x   0.99990955  =   0.99974594
 CW0738!UTM  13      -   0.99983638  x   0.99963898  =   0.99947542
 CW0738
 CW0738                          SUPERSEDED SURVEY CONTROL
 CW0738
 CW0738  NAD 83(1986)-  32 52 58.78915(N)    104 23 56.04025(W) AD(       ) 4
 CW0738  NAD 27      -  32 52 58.38653(N)    104 23 54.16191(W) AD(       ) 3
 CW0738
 CW0738.Superseded values are not recommended for survey control.
 CW0738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0738.See file dsdata.txt to determine how the superseded data were derived.
 CW0738
 CW0738_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES5622738476(NAD 83)
 CW0738_MARKER: 53 = ELEVATED TANK
 CW0738_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CW0738+SATELLITE: SATELLITE OBSERVATIONS - August 26, 2004
 CW0738
 CW0738  HISTORY     - Date     Condition        Report By
 CW0738  HISTORY     - 1949     FIRST OBSERVED   USGS
 CW0738  HISTORY     - 1975     GOOD             NGS
 CW0738  HISTORY     - 20040826 GOOD             USPSQD
 CW0738
 CW0738                          STATION DESCRIPTION
 CW0738
 CW0738'DESCRIBED BY US GEOLOGICAL SURVEY 1949
 CW0738'STATION IS LOCATED ABOUT 2.9 MI. N. OF ARTESIA, NEW MEXICO, ALONG
 CW0738'U.S. HIGHWAY NO. 285, IN NE. 1/4 SEC. 32, T 16 S, R 26 E, AT THE
 CW0738'ARTESIA COTTON COMPRESS MILL A LARGE SILVER COLORED WATER TANK ON
 CW0738'TALLL STEEL STRUCTURE.  CENTER OF TOP OF WATER TANK.
 CW0738'
 CW0738'TO REACH STATION FROM THE POST OFFICE IN ARTESIA FOLLOW U.S. HIGHWAY
 CW0738'285 N. TOWARD ROSWELL FOR ABOUT 2.9 MI. TO LARGE COTTON COMPRESS ON
 CW0738'E. SIDE OF RD.
 CW0738'
 CW0738'STATION MARK--CENTER OF WATER TANK.
 CW0738
 CW0738                          STATION RECOVERY (1975)
 CW0738
 CW0738'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (JRS)
 CW0738'THE STATION, ARTESIA COMPRESS WATER TANK, IS THE CENTER OF THE TOP
 CW0738'OF A 120 FEET TALL, ELEVATED WATER TANK, PAINTED SILVER AND
 CW0738'SUPPORTED BY 4 LEGS.  IT IS LOCATED ABOUT 3 MILES NORTH OF
 CW0738'ARTESIA ON THE RIGHT OF U.S. HIGHWAY 285.  IT IS OWNED BY THE
 CW0738'ARTESIA COMPRESS COMPANY.
 CW0738
 CW0738                          STATION RECOVERY (2004)
 CW0738
 CW0738'RECOVERY NOTE BY US POWER SQUADRON 2004 (KFJ)
 CW0738'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0736 ***********************************************************************
 CW0736  DESIGNATION -  ARTESIA MUNICIPAL TANK
 CW0736  PID         -  CW0736
 CW0736  STATE/COUNTY-  NM/EDDY
 CW0736  USGS QUAD   -  ARTESIA (1975)
 CW0736
 CW0736                         *CURRENT SURVEY CONTROL
 CW0736  ___________________________________________________________________
 CW0736* NAD 83(1992)-  32 51 15.10281(N)    104 24 20.83344(W)     ADJUSTED  
 CW0736* NAVD 88     -                                                        
 CW0736  ___________________________________________________________________
 CW0736  LAPLACE CORR-          -1.08  (seconds)                    DEFLEC99
 CW0736  GEOID HEIGHT-         -23.13  (meters)                     GEOID03
 CW0736
 CW0736  HORZ ORDER  -  THIRD
 CW0736
 CW0736.The horizontal coordinates were established by classical geodetic methods
 CW0736.and adjusted by the National Geodetic Survey in December 1993..
 CW0736.No horizontal observational check was made to the station.
 CW0736
 CW0736
 CW0736.The Laplace correction was computed from DEFLEC99 derived deflections.
 CW0736
 CW0736.The geoid height was determined by GEOID03.
 CW0736
 CW0736;                    North         East     Units Scale Factor Converg.
 CW0736;SPC NM E     -   205,587.144   158,218.466   MT  0.99990966   -0 02 21.5
 CW0736;SPC NM E     -   674,497.15    519,088.42   sFT  0.99990966   -0 02 21.5
 CW0736;UTM  13      - 3,635,279.617   555,600.431   MT  0.99963812   +0 19 20.5
 CW0736
 CW0736                          SUPERSEDED SURVEY CONTROL
 CW0736
 CW0736  NAD 83(1986)-  32 51 15.10768(N)    104 24 20.82628(W) AD(       ) 4
 CW0736  NAD 27      -  32 51 14.70341(N)    104 24 18.94531(W) AD(       ) 3
 CW0736
 CW0736.Superseded values are not recommended for survey control.
 CW0736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0736.See file dsdata.txt to determine how the superseded data were derived.
 CW0736
 CW0736_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES5560035280(NAD 83)
 CW0736_MARKER: 53 = ELEVATED TANK
 CW0736_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CW0736+SATELLITE: SATELLITE OBSERVATIONS - August 26, 2004
 CW0736
 CW0736  HISTORY     - Date     Condition        Report By
 CW0736  HISTORY     - 1975     FIRST OBSERVED   NGS
 CW0736  HISTORY     - 20040826 GOOD             USPSQD
 CW0736
 CW0736                          STATION DESCRIPTION
 CW0736
 CW0736'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (JRS)
 CW0736'THE STATION, ARTESIA MUNICIPAL WATER TANK, IS THE CENTER
 CW0736'OF THE TOP OF A 150 FEET HIGH, ELEVATED WATER TANK, PAINTED WHITE
 CW0736'AND TYPE BEING A PEDESTAL SPHERE TYPE.  IT IS LOCATED AT THE
 CW0736'INTERSECTION OF CLEVELAND AVENUE AND 8TH STREET IN ARTESIA.  IT IS
 CW0736'OWNED BY THE CITY OF ARTESIA.
 CW0736
 CW0736                          STATION RECOVERY (2004)
 CW0736
 CW0736'RECOVERY NOTE BY US POWER SQUADRON 2004 (KFJ)
 CW0736'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0868 ***********************************************************************
 DR0868  DESIGNATION -  ARTESIA NORTH BASE
 DR0868  PID         -  DR0868
 DR0868  STATE/COUNTY-  NM/CHAVES
 DR0868  USGS QUAD   -  HAGERMAN SW (1975)
 DR0868
 DR0868                         *CURRENT SURVEY CONTROL
 DR0868  ___________________________________________________________________
 DR0868* NAD 83(1992)-  33 01 14.89993(N)    104 26 04.05445(W)     ADJUSTED  
 DR0868* NAVD 88     -      1075.6    (meters)    3529.     (feet)  VERTCON   
 DR0868  ___________________________________________________________________
 DR0868  LAPLACE CORR-          -0.75  (seconds)                    DEFLEC99
 DR0868  GEOID HEIGHT-         -23.12  (meters)                     GEOID03
 DR0868
 DR0868  HORZ ORDER  -  FIRST
 DR0868
 DR0868.The horizontal coordinates were established by classical geodetic methods
 DR0868.and adjusted by the National Geodetic Survey in December 1993..
 DR0868
 DR0868.The NAVD 88 height was computed by applying the VERTCON shift value to
 DR0868.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DR0868
 DR0868.The Laplace correction was computed from DEFLEC99 derived deflections.
 DR0868
 DR0868.The geoid height was determined by GEOID03.
 DR0868
 DR0868;                    North         East     Units Scale Factor Converg.
 DR0868;SPC NM E     -   224,065.323   155,552.504   MT  0.99991019   -0 03 18.4
 DR0868;SPC NM E     -   735,120.98    510,341.84   sFT  0.99991019   -0 03 18.4
 DR0868;UTM  13      - 3,653,735.506   552,818.379   MT  0.99963440   +0 18 29.5
 DR0868
 DR0868!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR0868!SPC NM E     -   0.99983478  x   0.99991019  =   0.99974499
 DR0868!UTM  13      -   0.99983478  x   0.99963440  =   0.99946924
 DR0868
 DR0868|---------------------------------------------------------------------|
 DR0868| PID    Reference Object                     Distance      Geod. Az  |
 DR0868|                                                           dddmmss.s |
 DR0868| CJ5647 ARTESIA NORTH BASE RM 1              30.635 METERS 01439     |
 DR0868| DR0866 HAGERMAN MUNICIPAL TANK             APPROX.14.5 KM 0442144.2 |
 DR0868| CJ5648 ARTESIA NORTH BASE RM 2              40.088 METERS 09008     |
 DR0868| CJ5646 BM                                                 1393254.3 |
 DR0868| CW0735 ARTESIA MUNICIPAL STANDPIPE         APPROX.20.0 KM 1725617.9 |
 DR0868| DR0947 SIERRA CAPITAN                                     3092718.4 |
 DR0868|---------------------------------------------------------------------|
 DR0868
 DR0868                          SUPERSEDED SURVEY CONTROL
 DR0868
 DR0868  NAD 83(1986)-  33 01 14.90541(N)    104 26 04.04392(W) AD(       ) 1
 DR0868  NAD 27      -  33 01 14.51400(N)    104 26 02.15500(W) AD(       ) 1
 DR0868  NGVD 29 (07/19/86) 1075.1    (m)         3527.     (f) VERT ANG       
 DR0868
 DR0868.Superseded values are not recommended for survey control.
 DR0868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0868.See file dsdata.txt to determine how the superseded data were derived.
 DR0868
 DR0868_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES5281853736(NAD 83)
 DR0868_MARKER: DS = TRIANGULATION STATION DISK
 DR0868_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR0868_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR0868
 DR0868  HISTORY     - Date     Condition        Report By
 DR0868  HISTORY     - 1922     MONUMENTED       CGS
 DR0868  HISTORY     - 1943     GOOD             CGS
 DR0868  HISTORY     - 1961     GOOD             CGS
 DR0868
 DR0868                          STATION DESCRIPTION
 DR0868
 DR0868'DESCRIBED BY COAST AND GEODETIC SURVEY 1922 (CMD)
 DR0868'ABOUT 4 MILES W BY N OF LAKE ARTHUR, 1-1/4 MILES W OF THE
 DR0868'RANCH OF D.G. DITTO, 1/2 MILE N OF OLD WELL AND CORRAL ON THE
 DR0868'S SIDE OF THE ROAD, 30 METERS (98 FEET) SE OF THE ROAD LEADING
 DR0868'FROM THE UPPER COTTONWOOD SETTLEMENTS TO HAGERMAN, ON THE N OF
 DR0868'TWO KNOLLS OF THE SAME ELEVATION.
 DR0868'
 DR0868'STATION MARK IS A BRONZE STATION DISK SET IN CONCRETE.
 DR0868'
 DR0868'UNDERGROUND MARK IS A BRONZE DISK SET IN BEDROCK.
 DR0868'
 DR0868'REFERENCE MARKS ARE BRONZE REFERENCE DISKS SET IN CONCRETE.
 DR0868'REFERENCE MARK 1 IS 30.63 METERS
 DR0868'(100.5 FEET) FROM STATION, AND
 DR0868'REFERENCE MARK 2 IS 40.055 METERS (131.41 FEET) FROM STATION.
 DR0868
 DR0868                          STATION RECOVERY (1943)
 DR0868
 DR0868'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (EHB)
 DR0868'STATION IS LOCATED 5.0 MILES AIRLINE NW OF LAKE ARTHUR, 12
 DR0868'MILES AIRLINE NNW OF ARTESIA, AND 0.7 MILE N OF A GRADED
 DR0868'ROAD LEADING W FROM LAKE ARTHUR, ON THE HIGHEST POINT IN
 DR0868'THE VICINITY, AND ABOUT 0.25 MILE E OF A POWER-TRANSMISSION
 DR0868'LINE.  A BRONZE STATION DISK SET IN A SQUARE-TOPPED CONCRETE
 DR0868'POST PROJECTING ABOUT 2 INCHES ABOVE THE GROUND.  STAMPED
 DR0868'NORTH BASE 1922.
 DR0868'
 DR0868'REFERENCE MARK 1 S NNE OF THE STATION.  A BRONZE REFERENCE
 DR0868'DISK SET IN A SQUARE-TIPPED CONCRETE POST FLUSH WITH THE
 DR0868'GROUND.  STAMPED NORTH BASE NO 1 1922.
 DR0868'
 DR0868'REFERENCE MARK 2 IS E OF THE STATION.  A BRONZE REFERENCE
 DR0868'DISK SET IN A SQUARE-TIPPED CONCRETE POST FLUSH WITH THE
 DR0868'GROUND.  STAMPED NORTH BASE NO 2 1922.
 DR0868'
 DR0868'AZIMUTH MARK IS 1.1 MILES SE OF THE STATION, 9 FEET E OF THE
 DR0868'FIRST WIRE GATE MENTIONED IN DESCRIPTION, 8 FEET N OF THE
 DR0868'CENTER LINE OF THE ROAD, AND 35 FEET SE OF R.E.A.
 DR0868'POWER-TRANSMISSION LINE POLE Y 165.  A U.S.C. AND G.S. AND STATE
 DR0868'SURVEY BENCK-MARK SET IN A SQUARE CONCRETE POST PROJECTING
 DR0868'ABOUT 5 INCHES ABOVE THE GROUND.  NOT STAMPED.
 DR0868'
 DR0868'TO REACH FROM THE RAILROAD DEPOT IN LAKE ARTHUR, GO N ON
 DR0868'U.S. HIGHWAY 285 FOR 0.8 MILE TO A GRADED ROAD ON LEFT.  TURN
 DR0868'LEFT AND GO W 2.8 MILES TO A CURVE IN ROAD TO S.  HERE
 DR0868'CONTINUE W ON TRACK ROAD FOR 0.5 MILE TO A WIRE GATE AND
 DR0868'AZIMUTH MARK.  PASS THROUGH GATE AND GO W FOR ABOUT 150 YARDS
 DR0868'TO A WIRE GATE ON RIGHT.  PASS THROUGH THIS GATE AND DRIVE
 DR0868'ACROSS COUNTRY AT 136 DEG AZIMUTH FOR 1.1 MILES TO TOP OF
 DR0868'RIDGE AND STATION.
 DR0868
 DR0868                          STATION RECOVERY (1961)
 DR0868
 DR0868'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GWM)
 DR0868'STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK
 DR0868'WERE RECOVERED IN GOOD CONDITION.  DUE TO A NEW ROUTE TO THE
 DR0868'STATION A COMPLETE NEW DESCRIPTION FOLLOWS.
 DR0868'
 DR0868'LOCATED ABOUT 12 MILES NORTH-NORTHWEST OF ARTESA, 5 MILES
 DR0868'NORTHWEST OF LAKE ARTHUR AND 0.7 MILE NORTH OF A EAST-WEST
 DR0868'GRADED ROAD.
 DR0868'
 DR0868'REACHED FROM THE POST OFFICE IN LAKE ARTHUR, GO WEST ON
 DR0868'MAIN STREET FOR 0.15 MILE TO A T-INTERSECTION, TURN RIGHT AND
 DR0868'GO NORTH ON U.S. HIGHWAY 285 FOR 0.75 MILE TO A SIDE ROAD ON
 DR0868'THE LEFT, TURN LEFT AND GO WEST FOR 1.15 MILES TO A CROSSROAD,
 DR0868'CONTINUE WEST FOR 0.75 MILE TO A DIM FARM ROAD ON THE RIGHT,
 DR0868'TURN RIGHT AND GO NORTH FOR ABOUT 50 FEET TO A DIM FORK,
 DR0868'TAKE LEFT FORK, PASS THROUGH GATE AND GO NORTHWEST FOR 0.4
 DR0868'MILE TO A FORK, TAKE RIGHT FORK AND GO 0.9 MILE TO A WINDMILL
 DR0868'AND STOCK PENS, TAKE DIM TRACK ROAD LEADING WEST FOR 1.0 MILE
 DR0868'TO A PIPE LINE, CONTINUE WEST FOR 0.75 TO THE HIGHEST POINT
 DR0868'OF RIDGE AND THE STATION.
 DR0868'
 DR0868'STATION MARK, A STANDARD DISK STAMPED NORTH BASE 1922, SET IN
 DR0868'THE TOP OF A 16-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 DR0868'2 INCHES.  IT IS 3 FEET NORTHEAST OF A METAL WITNESS POST
 DR0868'WITH SIGN.
 DR0868'
 DR0868'REFERENCE MARK 1, A STANDARD DISK STAMPED NORTH BASE NO 1
 DR0868'1922, IS SET IN THE TOP OF A 6-INCH SQUARE CONCRETE MONUMENT THAT
 DR0868'PROJECTS ABOUT 1 INCH AND ABOUT THE SAME ELEVATION AS THE
 DR0868'STATION.
 DR0868'
 DR0868'REFERENCE MARK 2, A STANDARD DISK STAMPED NORTH BASE NO 2
 DR0868'1922, IS SET IN THE TOP OF A 6-INCH SQUARE CONCRETE MONUMENT
 DR0868'THAT PROJECTS ABOUT 1 INCH AND ABOUT THE SAME ELEVATION AS
 DR0868'THE STATION.
 DR0868'
 DR0868'*TO REACH THE AZIMUTH MARK FROM THIS POINT, CONTINUE WEST
 DR0868'ON THE GRADED ROAD FOR 1.2 MILE TO THE MARK ON THE RIGHT.  IT
 DR0868'IS A BRONZE DISK SET IN THE TOP OF A 4-INCH SQUARE CONCRETE
 DR0868'MONUMENT THAT PROJECTS 8 INCHES.  IT IS A U.S. COAST AND GEODETIC
 DR0868'SURVEY AND STATE SURVEY MARK AND THE DISK IS NOT STAMPED.
 DR0868'IT IS 62 FEET NORTHWEST OF THE CENTER OF THE GRADED ROAD, 38
 DR0868'FEET SOUTHEAST OF A POWERLINE POLE NO. Y 165, 26 FEET
 DR0868'SOUTH OF A EAST-WEST FENCE, 24 FEET EAST OF A NORTH-SOUTH
 DR0868'FENCE AND 1.6 FEET WEST OF A METAL WITNESS POST WITH SIGN.
 DR0868'
 DR0868'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0026 ***********************************************************************
 CW0026  DESIGNATION -  ARTESIA SOUTH BASE
 CW0026  PID         -  CW0026
 CW0026  STATE/COUNTY-  NM/EDDY
 CW0026  USGS QUAD   -  ARTESIA (1975)
 CW0026
 CW0026                         *CURRENT SURVEY CONTROL
 CW0026  ___________________________________________________________________
 CW0026* NAD 83(1992)-  32 50 23.61132(N)    104 27 55.88136(W)     ADJUSTED  
 CW0026* NAVD 88     -      1078.268  (meters)    3537.62   (feet)  ADJUSTED  
 CW0026  ___________________________________________________________________
 CW0026  X           -  -1,340,165.799 (meters)                     COMP
 CW0026  Y           -  -5,194,930.501 (meters)                     COMP
 CW0026  Z           -   3,439,625.556 (meters)                     COMP
 CW0026  LAPLACE CORR-          -1.97  (seconds)                    DEFLEC99
 CW0026  ELLIP HEIGHT-        1055.20  (meters)          (09/28/01) GPS OBS
 CW0026  GEOID HEIGHT-         -23.09  (meters)                     GEOID03
 CW0026  DYNAMIC HT  -        1076.768 (meters)    3532.70  (feet)  COMP
 CW0026  MODELED GRAV-     979,210.1   (mgal)                       NAVD 88
 CW0026
 CW0026  HORZ ORDER  -  FIRST
 CW0026  VERT ORDER  -  FIRST     CLASS II
 CW0026  ELLP ORDER  -  FOURTH    CLASS I
 CW0026
 CW0026.The horizontal coordinates were established by classical geodetic methods
 CW0026.and adjusted by the National Geodetic Survey in December 1993..
 CW0026
 CW0026.The orthometric height was determined by differential leveling
 CW0026.and adjusted by the National Geodetic Survey in June 1991..
 CW0026
 CW0026.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CW0026
 CW0026.The Laplace correction was computed from DEFLEC99 derived deflections.
 CW0026
 CW0026.The ellipsoidal height was determined by GPS observations
 CW0026.and is referenced to NAD 83.
 CW0026
 CW0026.The geoid height was determined by GEOID03.
 CW0026
 CW0026.The dynamic height is computed by dividing the NAVD 88
 CW0026.geopotential number by the normal gravity value computed on the
 CW0026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0026.degrees latitude (g = 980.6199 gals.).
 CW0026
 CW0026.The modeled gravity was interpolated from observed gravity values.
 CW0026
 CW0026;                    North         East     Units Scale Factor Converg.
 CW0026;SPC NM E     -   204,006.455   152,625.345   MT  0.99991098   -0 04 18.1
 CW0026;SPC NM E     -   669,311.18    500,738.32   sFT  0.99991098   -0 04 18.1
 CW0026;UTM  13      - 3,633,664.105   550,018.936   MT  0.99963085   +0 17 23.5
 CW0026
 CW0026!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CW0026!SPC NM E     -   0.99983436  x   0.99991098  =   0.99974535
 CW0026!UTM  13      -   0.99983436  x   0.99963085  =   0.99946527
 CW0026
 CW0026:                Primary Azimuth Mark                     Grid Az
 CW0026:SPC NM E     -  AIRPORT BCN ARTESIA APT                  011 17 40.9
 CW0026:UTM  13      -  AIRPORT BCN ARTESIA APT                  010 55 59.3
 CW0026
 CW0026|---------------------------------------------------------------------|
 CW0026| PID    Reference Object                     Distance      Geod. Az  |
 CW0026|                                                           dddmmss.s |
 CW0026| CW0737 AIRPORT BCN ARTESIA APT             APPROX. 1.4 KM 0111322.8 |
 CW0026| CW0022 L 90                                APPROX. 0.9 KM 0705838.5 |
 CW0026| CW0728 ARTESIA ATT MICROWAVE               APPROX.27.3 KM 0984005.2 |
 CW0026| CW0730 ARTESIA TV STA KAVE MAST            APPROX.24.6 KM 1015223.3 |
 CW0026| CH7869 ARTESIA SOUTH BASE RM 1              31.175 METERS 11001     |
 CW0026| CW0027 ARTESIA SOUTH BASE RM 2              36.113 METERS 19610     |
 CW0026|---------------------------------------------------------------------|
 CW0026
 CW0026                          SUPERSEDED SURVEY CONTROL
 CW0026
 CW0026  ELLIP H (12/21/93) 1055.22   (m)                       GP(       ) 4 1
 CW0026  ELLIP H (07/01/93) 1055.45   (m)                       GP(       ) 4 2
 CW0026  NAD 83(1986)-  32 50 23.61660(N)    104 27 55.86994(W) AD(       ) 1
 CW0026  NAD 27      -  32 50 23.21200(N)    104 27 53.98600(W) AD(       ) 1
 CW0026  NAVD 88 (07/01/93) 1078.27   (m)         3537.6    (f) LEVELING    3  
 CW0026  NGVD 29 (??/??/92) 1077.797  (m)         3536.07   (f) ADJ UNCH    1 2
 CW0026
 CW0026.Superseded values are not recommended for survey control.
 CW0026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0026.See file dsdata.txt to determine how the superseded data were derived.
 CW0026
 CW0026_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES5001933664(NAD 83)
 CW0026_MARKER: DS = TRIANGULATION STATION DISK
 CW0026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CW0026_SP_SET: CONCRETE POST
 CW0026_STAMPING: SOUTH BASE 1922
 CW0026_MARK LOGO: CGS   
 CW0026_MAGNETIC: N = NO MAGNETIC MATERIAL
 CW0026_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CW0026_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CW0026+SATELLITE: SATELLITE OBSERVATIONS - July 07, 1992
 CW0026
 CW0026  HISTORY     - Date     Condition        Report By
 CW0026  HISTORY     - 1922     MONUMENTED       CGS
 CW0026  HISTORY     - 1943     GOOD             CGS
 CW0026  HISTORY     - 1957     GOOD             NGS
 CW0026  HISTORY     - 1969     GOOD             CGS
 CW0026  HISTORY     - 1975     GOOD             NGS
 CW0026  HISTORY     - 1975     GOOD             NGS
 CW0026  HISTORY     - 19911114 GOOD             NGS
 CW0026  HISTORY     - 19920707 GOOD
 CW0026
 CW0026                          STATION DESCRIPTION
 CW0026
 CW0026'DESCRIBED BY COAST AND GEODETIC SURVEY 1922 (CMD)
 CW0026'ABOUT 3 MILES W OF ARTESIA, 600 METERS (1,968 FEET) S OF
 CW0026'THE ARTESIA-HOPE WAGON ROAD, 1 MILE N OF THE LARSH HOUSE, ON
 CW0026'THE HIGHEST POINT OF A ROUNDED HILL IN PASTURE BELONGING TO MRS.
 CW0026'LOUISE LUCAS, AND 20 METERS (66 FEET) E OF A PROSPECT HOLE.
 CW0026'
 CW0026'STATION MARK IS A BRONZE STATION DISK SET IN CONCRETE.
 CW0026'
 CW0026'UNDERGROUND MARK IS A BRONZE STATION DISK SET IN BEDROCK.
 CW0026'
 CW0026'REFERENCE MARKS ARE BRONZE REFERENCE DISKS SET IN CONCRETE.
 CW0026'
 CW0026'REFERENCE MARK 1 IS 31.18 METERS (102.3 FEET) FROM STATION
 CW0026'AND REFERENCE MARK 2 IS 36.14
 CW0026'METERS (118.6 FEET) FROM STATION.
 CW0026
 CW0026                          STATION RECOVERY (1943)
 CW0026
 CW0026'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (EHB)
 CW0026'THE STATION MARK AND TWO REFERENCE MARKS WERE FOUND IN GOOD
 CW0026'CONDITION.  AN AZIMUTH MARK WAS ESTABLISHED FOR THE STATION.
 CW0026'
 CW0026'STATION IS LOCATED ON THE HIGHEST POINT OF A KNOLL, ABOUT
 CW0026'3 MILES W OF ARTESIA, AND ABOUT 0.2 MILE S OF STATE HIGHWAY
 CW0026'83.
 CW0026'
 CW0026'STATION MARK IS A BRONZE STATION DISK SET IN THE TOP OF A LARGE
 CW0026'SQUARE CONCRETE BLOCK WHICH PROJECTS ABOUT 4 INCHES ABOVE
 CW0026'GROUND.  STAMPED SOUTH BASE 1922.
 CW0026'
 CW0026'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN THE TOP
 CW0026'OF A CONCRETE POST FLUSH WITH GROUND.  STAMPED SOUTH BASE NO
 CW0026'1 1922.
 CW0026'
 CW0026'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN THE TOP OF A
 CW0026'CONCRETE POST FLUSH WITH GROUND.  STAMPED SOUTH BASE NO 2
 CW0026'1922.
 CW0026'
 CW0026'AZIMUTH MARK IS ABOUT 0.5 MILE ENE OF THE STATION, ABOUT 40
 CW0026'FEET S OF THE HIGHWAY, AND ABOUT 2 FEET N OF THE S RIGHT-OF-WAY
 CW0026'FENCE.  IT IS A U.S.C. AND G.S. BENCH-MARK DISK SET IN THE TOP OF
 CW0026'A CONCRETE POST PROJECTING ABOUT 8 INCHES ABOVE GROUND.  STAMPED
 CW0026'L 90 1943.
 CW0026'
 CW0026'TO REACH FROM THE HIGHWAY JUNCTION AT THE E EDGE OF ARTESIA, GO
 CW0026'W ON STATE HIGHWAY 83 TOWARD HOPE FOR 3.6 MILES TO GOLF CLUB
 CW0026'ENTRANCE.  CONTINUE W ON HIGHWAY 0.2 MILE TO ROAD LEFT THROUGH
 CW0026'CATTLE GUARD.  TURN LEFT FOR 0.2 MILE THEN RIGHT OFF ROAD ABOUT
 CW0026'100 YARDS TO HIGHEST POINT OF KNOLL AND STATION.
 CW0026'
 CW0026'A 16-FOOT WOOD STAND WAS USED FOR OBSERVATIONS.
 CW0026
 CW0026                          STATION RECOVERY (1957)
 CW0026
 CW0026'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 CW0026'4.2 MI W FROM ARTESIA.
 CW0026'ABOUT 0.05 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 CW0026'FROM THE STATION AT ARTESIA, THENCE 4.0 MILES WEST ALONG STATE HIGHWAY
 CW0026'83, THENCE 0.15 MILE SOUTH ALONG A TRACK ROAD, ON THE CREST OF A HILL,
 CW0026'ABOUT 108 YARDS WEST OF THE CENTER LINE OF THE TRACK ROAD, 27 FEET
 CW0026'SOUTHEAST OF THE CENTER LINE OF A TRACK ROAD LEADING SOUTHWEST, 3 FEET
 CW0026'WEST OF A WHITE WOODEN WITNESS POST, AND IN THE TOP OF A CONCRETE POST
 CW0026'PROJECTING 4 INCHES.
 CW0026
 CW0026                          STATION RECOVERY (1969)
 CW0026
 CW0026'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (CMM)
 CW0026'STATION, AZIMUTH MARK (L-90 1943), AND BOTH REFERENCE MARKS
 CW0026'WERE RECOVERED IN GOOD CONDITION.  THE STATION IS LOCATED ATOP A
 CW0026'SMALL KNOLL 3.8 MILES WEST OF ARTESIA, NEW MEXICO, AND 0.25
 CW0026'MILE SOUTH OF U.S. HIGHWAY 82.  STATION IS APPROZIMATELY 80
 CW0026'FEET NORTHWEST OF THE NORTHWEST CORNER OF A STONE HOUSE.
 CW0026'
 CW0026'A NEW ROUTE RESCRIPTION IS AS FOLLOWS--
 CW0026'
 CW0026'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAYS 82
 CW0026'AND 285 IN ARTESIA, NEW MEXICO, GO WEST ON HIGHWAY 82 FOR 3.3
 CW0026'MILES TO THE AZIMUTH MARK ON THE LEFT (SOUTH) SIDE OF THE HIGHWAY,
 CW0026'ONE FOOT NORTH OF AN EAST-WEST FENCELINE.  CONTINUE FOR 1/2
 CW0026'MILE TO A GRAVEL ROAD LEFT AND A CATTLE GUARD IN AN EAST-WEST
 CW0026'FENCELINE.  TURN LEFT (SOUTH), THROUGH THE CATTLE GUARD, AND
 CW0026'ONTO THE GRAVEL ROAD FOR 0.2 MILE.  THENCE, RIGHT (WESTERLY)
 CW0026'ONTO A GRAVELED LANE FOR 0.1 MILE TO THE TOP OF A LONE KNOLL
 CW0026'AND THE STATION.
 CW0026'
 CW0026'NOTE--THE STAMPING ON THE AZIMUTH MARK WAS L-90 1934, THOUGH
 CW0026'THERE IS NO DOUBT IT IS THE CORRECT MONUMENT.
 CW0026
 CW0026                          STATION RECOVERY (1975)
 CW0026
 CW0026'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (JRS)
 CW0026'RM 1 TO RM 2 OBSTRUCTED BY A HOUSE.
 CW0026'
 CW0026'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND BENCH MARK L 90
 CW0026'WERE RECOVERED IN GOOD CONDITION.  THE 1975 OBSERVATIONS CHECKED THE
 CW0026'1973 DATA ADEQUATELY.  THE INTERSECTED OBJECTS SHOWN ON THE 1943
 CW0026'LIST OF DIRECTIONS ARE NO LONGER THERE.  DUE TO CHANGES IN THE
 CW0026'IMMEDIATE AREA AND A CHANGE OF PROPERTY OWNERSHIP A NEW
 CW0026'DESCRIPTION FOLLOWS.
 CW0026'
 CW0026'THE STATION IS LOCATED ABOUT 1 MILE SOUTH OF THE AIRPORT, 4 MILES
 CW0026'WEST-SOUTHWEST OF ARTESIA, 17 MILES EAST OF HOPE, ATOP A KNOLL
 CW0026'WHICH IS THE HIGHEST POINT IN THE IMMEDIATE VICINITY AND ON
 CW0026'PROPERTY OWNED BY MR. JOHNNIE CROSS.
 CW0026'
 CW0026'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 82 AND 285
 CW0026'IN ARTESIA, GO WEST ON HIGHWAY 82 FOR 3.55 MILES TO A SIDE ROAD
 CW0026'RIGHT, WHICH LEADS TO THE AIRPORT, AND BENCH MARK L 90 JUST BEYOND
 CW0026'THE JUNCTION.  CONTINUE WEST ON THE HIGHWAY FOR 0.55 MILE TO A
 CW0026'SIDE ROAD LEFT.  TURN LEFT AND GO SOUTH ON A GRAVELED ROAD FOR
 CW0026'0.1 MILE TO A DRIVEWAY ON THE RIGHT.  TURN RIGHT AND GO SOUTHWEST
 CW0026'ON THE DRIVEWAY FOR 0.1 MILE TO THE TOP OF THE HILL, A STONE HOUSE
 CW0026'(MR. CROSSES HOME) AND THE STATION.
 CW0026'
 CW0026'STATION MARK IS A STANDARD DISK, STAMPED SOUTH BASE 1922, SET IN
 CW0026'THE TOP OF A 22-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 2
 CW0026'INCHES.  IT IS 69.0 FEET WEST-NORTHWEST OF THE NORTHWEST CORNER OF
 CW0026'THE HOUSE AND 31.9 FEET NORTH OF A POWER LINE POLE WITH A
 CW0026'TRANSFORMER.
 CW0026'
 CW0026'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED SOUTH BASE NO 1 1922,
 CW0026'SET IN THE TOP OF AN 8-INCH SQUARE CONCRETE POST THAT IS FLUSH WITH
 CW0026'THE GROUND.  IT IS 41.0 FEET NORTHEAST OF THE NORTHWEST CORNER OF
 CW0026'THE HOUSE, 39.8 FEET NORTHWEST OF THE NORTHEAST CORNER OF THE
 CW0026'HOUSE AND ABOUT THE SAME ELEVATION AS THE STATION.
 CW0026'
 CW0026'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED SOUTH BASE NO 2 1922,
 CW0026'SET IN THE TOP OF AN 8-INCH SQUARE CONCRETE POST THAT IS FLUSH
 CW0026'WITH THE GROUND.  IT IS 87.4 FEET SOUTH OF THE POWER LINE POLE WITH
 CW0026'THE TRANSFORMER, 63.5 FEET WEST-SOUTHWEST OF A LIGHT POLE WITH A
 CW0026'YARD LIGHT AND ABOUT 4 FEET LOWER IN ELEVATION THAN THE STATION.
 CW0026'
 CW0026'BENCH MARK L 90, IS A STANDARD DISK, STAMPED L 90 1934, SET IN THE
 CW0026'TOP OF AN 8-INCH SQUARE CONCRETE POST THAT PROJECTS 12 INCHES.  IT
 CW0026'IS 60 FEET SOUTH OF THE HIGHWAY, 35.0 FEET WEST OF A POWER LINE
 CW0026'POLE, 1.5 FEET NORTH OF A FENCE AND 1.5 FEET EAST OF A WOOD
 CW0026'WITNESS POST.
 CW0026'
 CW0026'HEIGHT OF LIGHT ABOVE STATION MARK 3.8 FEET.
 CW0026'
 CW0026'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 CW0026'4 MILES WEST-SOUTHWEST OF ARTESIA.
 CW0026
 CW0026                          STATION RECOVERY (1975)
 CW0026
 CW0026'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 CW0026'RECOVERED IN GOOD CONDITION.
 CW0026
 CW0026                          STATION RECOVERY (1991)
 CW0026
 CW0026'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 CW0026'THE STATION IS LOCATED ABOUT 3 MI (4.8 KM) WEST OF ARTESIA IN THE YARD
 CW0026'OF A PRIVATE HOUSE, ABOUT 0.2 MI (0.3 KM) SOUTH OF U.S. 82.
 CW0026'TO REACH THE STATION FRO THE INTERSECTION OF U.S. 285 AND U.S. 82 IN
 CW0026'ARTESIA, GO WEST ON U.S. 82 FOR 3.4 MI (5.5 KM) TO THE INTERSECTION
 CW0026'WITH AIRPORT ROAD ON THE RIGHT.  CONTINUE WEST ON U.S. 82 FOR 0.5 MI
 CW0026'(0.8 KM) TO THE INTERSECTION, ON THE LEFT, WITH GISSLER ROAD (EDDY
 CW0026'COUNTY ROAD 89).  TURN LEFT AND GO SOUTH FOR 0.15 MI (0.24 KM) TO THE
 CW0026'DRIVEWAY ENTRANCE OF A STONE HOUSE ON THE RIGHT.  TURN RIGHT AND GO
 CW0026'0.05 MI (0.08 KM) SOUTHWEST UP THE DRIVEWAY TO THE STATION STRAIGHT
 CW0026'AHEAD.
 CW0026'THE STATION IS A STANDARD USCGS TRIANGULATION DISK STAMPED ---SOUTH
 CW0026'BASE 1922--- SET IN THE TOP OF A 0.5 M (1.6 FT) SQUARE CONCRETE
 CW0026'MONUMENT THAT PROJECTS 0.1 M (0.3 FT) ABOVE GROUND.  THE STATION IS
 CW0026'6.0 M (19.7 FT) EAST OF A NORTH-SOUTH FENCE, 9.6 M (31.5 FT) NORTH OF
 CW0026'A POWER POLE WITH A TRANSFORMER, AND 21.2 M (69.6 FT) WEST-NORTHWEST
 CW0026'OF THE NORTHWEST CORNER OF THE STONE HOUSE. REFERENCE MARK 2 (1922)
 CW0026'WAS FOUND 4.0 M (13.1 FT) WEST OF THE NORTH-SOUTH FENCE REFERENCED
 CW0026'ABOVE ON THE EDGE OF A FIELD.  REFERENCE MARK 1 WAS NOT FOUND AND WAS
 CW0026'PROBABLY DISPLACED WHEN THE STONE HOUSE WAS BUILT.  THE STATION IS
 CW0026'LOCATED BENEATH 2 POWER WIRES BUT THERE ARE NO OTHER SKY
 CW0026'OBSTRUCTIONS.
 CW0026
 CW0026                          STATION RECOVERY (1992)
 CW0026
 CW0026'RECOVERED 1992
 CW0026'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0027 ***********************************************************************
 CW0027  DESIGNATION -  ARTESIA SOUTH BASE RM 2
 CW0027  PID         -  CW0027
 CW0027  STATE/COUNTY-  NM/EDDY
 CW0027  USGS QUAD   -  ARTESIA (1975)
 CW0027
 CW0027                         *CURRENT SURVEY CONTROL
 CW0027  ___________________________________________________________________
 CW0027* NAD 83(1986)-  32 50 23.     (N)    104 27 55.     (W)     SCALED    
 CW0027* NAVD 88     -      1077.126  (meters)    3533.87   (feet)  ADJUSTED  
 CW0027  ___________________________________________________________________
 CW0027  GEOID HEIGHT-         -23.09  (meters)                     GEOID03
 CW0027  DYNAMIC HT  -        1075.628 (meters)    3528.96  (feet)  COMP
 CW0027  MODELED GRAV-     979,210.1   (mgal)                       NAVD 88
 CW0027
 CW0027  VERT ORDER  -  FIRST     CLASS II
 CW0027
 CW0027.The horizontal coordinates were scaled from a topographic map and have
 CW0027.an estimated accuracy of +/- 6 seconds.
 CW0027
 CW0027.The orthometric height was determined by differential leveling
 CW0027.and adjusted by the National Geodetic Survey in June 1991..
 CW0027
 CW0027.The geoid height was determined by GEOID03.
 CW0027
 CW0027.The dynamic height is computed by dividing the NAVD 88
 CW0027.geopotential number by the normal gravity value computed on the
 CW0027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0027.degrees latitude (g = 980.6199 gals.).
 CW0027
 CW0027.The modeled gravity was interpolated from observed gravity values.
 CW0027
 CW0027;                    North         East    Units  Estimated Accuracy
 CW0027;SPC NM E     -   203,990.      152,650.      MT  (+/- 180 meters Scaled)
 CW0027
 CW0027                          SUPERSEDED SURVEY CONTROL
 CW0027
 CW0027  NGVD 29 (??/??/92) 1076.655  (m)         3532.33   (f) ADJ UNCH    1 2
 CW0027
 CW0027.Superseded values are not recommended for survey control.
 CW0027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0027.See file dsdata.txt to determine how the superseded data were derived.
 CW0027
 CW0027_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES500336(NAD 83)
 CW0027_MARKER: DR = REFERENCE MARK DISK
 CW0027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CW0027_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CW0027_STAMPING: SOUTH BASE NO 2 1922
 CW0027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CW0027+STABILITY: SURFACE MOTION
 CW0027
 CW0027  HISTORY     - Date     Condition        Report By
 CW0027  HISTORY     - 1922     MONUMENTED       CGS
 CW0027  HISTORY     - 1957     GOOD             NGS
 CW0027  HISTORY     - 1975     GOOD             NGS
 CW0027
 CW0027                          STATION DESCRIPTION
 CW0027
 CW0027'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 CW0027'4.2 MI W FROM ARTESIA.
 CW0027'ABOUT 0.05 MILE SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 CW0027'FROM THE STATION AT ARTESIA, THENCE 4.0 MILES WEST ALONG STATE HIGHWAY
 CW0027'83, THENCE 0.15 MILE SOUTH ALONG A TRACK ROAD, ON THE SOUTH SLOPE OF A
 CW0027'HILL, 118 1/2 FEET SOUTH-SOUTHWEST OF TRIANGULATION STATION, ABOUT 4
 CW0027'FEET BELOW THE LEVEL OF THE STATION, AND IN THE TOP OF A CONCRETE POST
 CW0027'FLUSH WITH THE GROUND.
 CW0027
 CW0027                          STATION RECOVERY (1975)
 CW0027
 CW0027'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 CW0027'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0730 ***********************************************************************
 CW0730  DESIGNATION -  ARTESIA TV STA KAVE MAST
 CW0730  PID         -  CW0730
 CW0730  STATE/COUNTY-  NM/EDDY
 CW0730  USGS QUAD   -  RED LAKE (1975)
 CW0730
 CW0730                         *CURRENT SURVEY CONTROL
 CW0730  ___________________________________________________________________
 CW0730* NAD 83(1992)-  32 47 38.31531(N)    104 12 30.38974(W)     ADJUSTED  
 CW0730* NAVD 88     -                                                        
 CW0730  ___________________________________________________________________
 CW0730  LAPLACE CORR-           1.21  (seconds)                    DEFLEC99
 CW0730  GEOID HEIGHT-         -23.08  (meters)                     GEOID03
 CW0730
 CW0730  HORZ ORDER  -  THIRD
 CW0730
 CW0730.The horizontal coordinates were established by classical geodetic methods
 CW0730.and adjusted by the National Geodetic Survey in December 1993..
 CW0730
 CW0730
 CW0730.The Laplace correction was computed from DEFLEC99 derived deflections.
 CW0730
 CW0730.The geoid height was determined by GEOID03.
 CW0730
 CW0730;                    North         East     Units Scale Factor Converg.
 CW0730;SPC NM E     -   198,913.991   176,697.525   MT  0.99991078   +0 04 03.5
 CW0730;SPC NM E     -   652,603.65    579,715.13   sFT  0.99991078   +0 04 03.5
 CW0730;UTM  13      - 3,628,724.837   574,116.446   MT  0.99966773   +0 25 43.5
 CW0730
 CW0730                          SUPERSEDED SURVEY CONTROL
 CW0730
 CW0730  NAD 83(1986)-  32 47 38.32104(N)    104 12 30.37958(W) AD(       ) 4
 CW0730  NAD 27      -  32 47 37.90579(N)    104 12 28.53835(W) AD(       ) 3
 CW0730
 CW0730.Superseded values are not recommended for survey control.
 CW0730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0730.See file dsdata.txt to determine how the superseded data were derived.
 CW0730
 CW0730_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES7411628725(NAD 83)
 CW0730_MARKER: 42 = RADIO/TV MAST
 CW0730
 CW0730  HISTORY     - Date     Condition        Report By
 CW0730  HISTORY     - 1975     FIRST OBSERVED   NGS
 CW0730
 CW0730                          STATION DESCRIPTION
 CW0730
 CW0730'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (JRS)
 CW0730'THE STATION, ARTESIA, KAVE TELEVISION MAST, IS THE RED LIGHT ATOP
 CW0730'A GUYED MAST THAT IS PAINTED RED AND WHITE.  THE STRUCTURE HAS AN
 CW0730'OVERALL HEIGHT OF 1047 FEET.  IT IS LOCATED ABOUT 12.0 MILES EAST
 CW0730'OF ARTESIA AND ABOUT 11.0 MILES WEST OF LOCO HILLS, NEW MEXICO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0148 ***********************************************************************
 DR0148  DESIGNATION -  ARTHUR
 DR0148  PID         -  DR0148
 DR0148  STATE/COUNTY-  NM/CHAVES
 DR0148  USGS QUAD   -  HAGERMAN (1975)
 DR0148
 DR0148                         *CURRENT SURVEY CONTROL
 DR0148  ___________________________________________________________________
 DR0148* NAD 83(1992)-  33 00 18.82401(N)    104 20 25.42839(W)     ADJUSTED  
 DR0148* NAVD 88     -      1030.278  (meters)    3380.17   (feet)  ADJUSTED  
 DR0148  ___________________________________________________________________
 DR0148  LAPLACE CORR-           0.49  (seconds)                    DEFLEC99
 DR0148  GEOID HEIGHT-         -23.11  (meters)                     GEOID03
 DR0148  DYNAMIC HT  -        1028.863 (meters)    3375.53  (feet)  COMP
 DR0148  MODELED GRAV-     979,229.9   (mgal)                       NAVD 88
 DR0148
 DR0148  HORZ ORDER  -  SECOND
 DR0148  VERT ORDER  -  SECOND    CLASS 0
 DR0148
 DR0148.The horizontal coordinates were established by classical geodetic methods
 DR0148.and adjusted by the National Geodetic Survey in February 1996..
 DR0148
 DR0148.The orthometric height was determined by differential leveling
 DR0148.and adjusted by the National Geodetic Survey in June 1991..
 DR0148
 DR0148.The Laplace correction was computed from DEFLEC99 derived deflections.
 DR0148
 DR0148.The geoid height was determined by GEOID03.
 DR0148
 DR0148.The dynamic height is computed by dividing the NAVD 88
 DR0148.geopotential number by the normal gravity value computed on the
 DR0148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0148.degrees latitude (g = 980.6199 gals.).
 DR0148
 DR0148.The modeled gravity was interpolated from observed gravity values.
 DR0148
 DR0148;                    North         East     Units Scale Factor Converg.
 DR0148;SPC NM E     -   222,333.435   164,339.998   MT  0.99990910   -0 00 13.9
 DR0148;SPC NM E     -   729,438.94    539,172.14   sFT  0.99990910   -0 00 13.9
 DR0148;UTM  13      - 3,652,059.813   561,614.308   MT  0.99964681   +0 21 33.5
 DR0148
 DR0148!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR0148!SPC NM E     -   0.99984190  x   0.99990910  =   0.99975101
 DR0148!UTM  13      -   0.99984190  x   0.99964681  =   0.99948876
 DR0148
 DR0148:                Primary Azimuth Mark                     Grid Az
 DR0148:SPC NM E     -  ARTHUR AZ MK                             047 14 19.1
 DR0148:UTM  13      -  ARTHUR AZ MK                             046 52 31.7
 DR0148
 DR0148|---------------------------------------------------------------------|
 DR0148| PID    Reference Object                     Distance      Geod. Az  |
 DR0148|                                                           dddmmss.s |
 DR0148| DR0788 ARTHUR AZ MK                                       0471405.2 |
 DR0148| DR0149 ARTHUR RM 1                          18.575 METERS 08039     |
 DR0148| DR0147 ARTHUR RM 2                          20.721 METERS 18616     |
 DR0148|---------------------------------------------------------------------|
 DR0148
 DR0148                          SUPERSEDED SURVEY CONTROL
 DR0148
 DR0148  NAD 83(1992)-  33 00 18.82401(N)    104 20 25.42839(W) AD(       ) 2
 DR0148  NAD 83(1986)-  33 00 18.82945(N)    104 20 25.41817(W) AD(       ) 2
 DR0148  NAD 27      -  33 00 18.43490(N)    104 20 23.54450(W) AD(       ) 2
 DR0148  NGVD 29 (??/??/92) 1029.746  (m)         3378.43   (f) ADJ UNCH    2 0
 DR0148
 DR0148.Superseded values are not recommended for survey control.
 DR0148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0148.See file dsdata.txt to determine how the superseded data were derived.
 DR0148
 DR0148_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES6161452060(NAD 83)
 DR0148_MARKER: DS = TRIANGULATION STATION DISK
 DR0148_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR0148_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DR0148_STAMPING: ARTHUR 1961
 DR0148_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR0148+STABILITY: SURFACE MOTION
 DR0148
 DR0148  HISTORY     - Date     Condition        Report By
 DR0148  HISTORY     - 1961     MONUMENTED       CGS
 DR0148  HISTORY     - 1961     GOOD             CGS
 DR0148  HISTORY     - 1982     MARK NOT FOUND   NGS
 DR0148
 DR0148                          STATION DESCRIPTION
 DR0148
 DR0148'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (GWM)
 DR0148'LOCATED.  AIRLINE, ABOUT 12 MILES NORTH OF ARTESIA, 7-1/2
 DR0148'MILES SOUTH OF HAGERMAN, AND 1-1/2 MILES EAST OF THE VILLAGE
 DR0148'OF LAKE ARTHUR ON GOVERNMENT OWNED PROPERTY.
 DR0148'
 DR0148'TO REACH FROM THE POST OFFICE IN LAKE ARTHUR GO EAST 0.2 MILE TO A
 DR0148'CROSS ROAD WITH A SCHOOL IN THE SOUTHEAST QUADRANT.  TURN
 DR0148'LEFT AND GO NORTH 0.2 MILE TO A CROSS ROAD.  TURN RIGHT
 DR0148'AND GO EAST 1.0 MILE TO A REVERSE FORK AND SURFACED ROAD.
 DR0148'CONTINUE EAST 0.3 MLE TO A SIDE ROAD ON THE LEFT.  TO REACH
 DR0148'THE AZIMUTH MARK FROM THIS POINT CONTINUE EAST 0.4 MILE TO
 DR0148'A SIDE ROAD ON THE LEFT.  TURN LEFT AND GO NORTH 0.4 MILE
 DR0148'TO THE MARK ON THE LEFT JUST AFTER CROSSING A CATTLE GUARD.
 DR0148'TO REACH THE STATION FROM THE SIDE ROAD ON THE LEFT MENTIONED
 DR0148'ABOVE TURN LEFT AND GO NORTH ABOUT 0.3 MILE TO THE STATION
 DR0148'IN THE NORTHWEST CORNER OF THE PROPERTY.*
 DR0148'
 DR0148'THE STATION MARK, A STANDARD DISK STAMPED ARTHUR 1961 CEMENTED
 DR0148'IN THE TOP OF A 12-INCH-SQUARE CONCRETE MONUMENT PROJECTING
 DR0148'6 INCHES ABOVE GROUND, IS 2 FEET NORTHWEST OF A METAL WITNESS
 DR0148'POST AND 12 FEET SOUTHEAST OF THE NORTHWEST CORNER FENCE POST.
 DR0148'
 DR0148'REFERENCE MARK NUMBER ONE, A STANDARD DISK STAMPED ARTHUR
 DR0148'NO 1 1961 CEMENTED IN THE TOP OF A 12-INCH-SQUARE CONCRETE
 DR0148'MONUMENT PROJECTING 8 INCHES ABOVE GROUND, IS 68.8 FEET
 DR0148'EAST OF THE NORTHWEST CORNER FENCE POST AND 0.9 FOOT SOUTH
 DR0148'OF THE NORTH PROPERTY FENCE AT THE SAME ELEVATION AS THE
 DR0148'STATION.
 DR0148'
 DR0148'REFERENCE MARK NUMBER TWO, IS A STANDARD DISK STAMPED ARTHUR
 DR0148'NO 2 1961 CEMENTED IN THE TOP OF A 12-INCH-SQUARE CONCRETE
 DR0148'MONUMENT PROJECTING 6 INCHES ABOVE GROUND, IS 78.3 FEET
 DR0148'SOUTH OF THE NORTHWEST CORNER FENCE POST AND 1.2 FEET EAST
 DR0148'OF THE WEST PROPERTY FENCE AT THE SAME ELEVATION AS THE STATION.
 DR0148'
 DR0148'THE AZIMUTH MARK, A STANDARD DISK STAMPED ARTHUR 1961 CEMENTED
 DR0148'IN THE TOP OF A 12-INCH-SQUARE CONCRETE MONUMENT PROJECTING
 DR0148'3 INCHES ABOVE GROUND, IS 14.0 FEET WEST OF THE CENTER OF A
 DR0148'BLADED ROAD, 2.6 FEET WEST OF A GUYED POWER LINE POLE 58,
 DR0148'AND 1.8 FEET NORTH OF A METAL WITNESS POST.
 DR0148'
 DR0148'*ROADS IN THE AREA WERE UNDER CONSTRUCTION AT THE TIME THE
 DR0148'STATION WAS OCCUPIED.  A NEW SURFACED ROAD IS BEING BUILT
 DR0148'0.15 MILE WEST AND 0.4 MILE NORTH OF THE POST OFFICE IN LAKE
 DR0148'ARTHUR.
 DR0148
 DR0148                          STATION RECOVERY (1961)
 DR0148
 DR0148'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 DR0148'2.15 MI E FROM LAKE ARTHUR.
 DR0148'0.4 MILE NORTH ALONG A PAVED STREET FROM THE POST OFFICE AT LAKE
 DR0148'ARTHUR, THENCE 1.45 MILES EAST ALONG A PAVED ROAD, THENCE 0.3 MILE
 DR0148'NORTHWEST ALONG A PAVED ROAD, 67.9 FEET NORTH OF R.M. 2, 60.9 FEET
 DR0148'WEST OF R.M. 1, 2.0 FEET NORTHEAST OF A METAL WITNESS POST WITH SIGN,
 DR0148'SET IN TOP OF A SQUARE CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 DR0148
 DR0148                          STATION RECOVERY (1982)
 DR0148
 DR0148'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (RHK)
 DR0148'A THOROUGH SEARCH OF THE AREA REVEALED NO EVIDENCE OF THE STATION
 DR0148'MARK, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0788 ***********************************************************************
 DR0788  DESIGNATION -  ARTHUR AZ MK
 DR0788  PID         -  DR0788
 DR0788  STATE/COUNTY-  NM/CHAVES
 DR0788  USGS QUAD   -  HAGERMAN (1975)
 DR0788
 DR0788                         *CURRENT SURVEY CONTROL
 DR0788  ___________________________________________________________________
 DR0788* NAD 83(1986)-  33 00 33.     (N)    104 20 09.     (W)     SCALED    
 DR0788* NAVD 88     -      1030.409  (meters)    3380.60   (feet)  ADJUSTED  
 DR0788  ___________________________________________________________________
 DR0788  GEOID HEIGHT-         -23.11  (meters)                     GEOID03
 DR0788  DYNAMIC HT  -        1028.995 (meters)    3375.96  (feet)  COMP
 DR0788  MODELED GRAV-     979,230.3   (mgal)                       NAVD 88
 DR0788
 DR0788  VERT ORDER  -  SECOND    CLASS 0
 DR0788
 DR0788.The horizontal coordinates were scaled from a topographic map and have
 DR0788.an estimated accuracy of +/- 6 seconds.
 DR0788
 DR0788.The orthometric height was determined by differential leveling
 DR0788.and adjusted by the National Geodetic Survey in June 1991..
 DR0788
 DR0788.The geoid height was determined by GEOID03.
 DR0788
 DR0788.The dynamic height is computed by dividing the NAVD 88
 DR0788.geopotential number by the normal gravity value computed on the
 DR0788.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0788.degrees latitude (g = 980.6199 gals.).
 DR0788
 DR0788.The modeled gravity was interpolated from observed gravity values.
 DR0788
 DR0788;                    North         East    Units  Estimated Accuracy
 DR0788;SPC NM E     -   222,770.      164,770.      MT  (+/- 180 meters Scaled)
 DR0788
 DR0788                          SUPERSEDED SURVEY CONTROL
 DR0788
 DR0788  NGVD 29 (??/??/92) 1029.876  (m)         3378.85   (f) ADJ UNCH    2 0
 DR0788
 DR0788.Superseded values are not recommended for survey control.
 DR0788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0788.See file dsdata.txt to determine how the superseded data were derived.
 DR0788
 DR0788_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES620524(NAD 83)
 DR0788_MARKER: DZ = AZIMUTH MARK DISK
 DR0788_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR0788_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DR0788_STAMPING: ARTHUR 1961
 DR0788_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR0788+STABILITY: SURFACE MOTION
 DR0788
 DR0788  HISTORY     - Date     Condition        Report By
 DR0788  HISTORY     - 1961     MONUMENTED       CGS
 DR0788
 DR0788                          STATION DESCRIPTION
 DR0788
 DR0788'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 DR0788'2.5 MI E FROM LAKE ARTHUR.
 DR0788'0.4 MILE NORTH ALONG A PAVED STREET FROM THE POST OFFICE AT LAKE
 DR0788'ARTHUR, THENCE 1.45 MILES EAST ALONG A PAVED ROAD, THENCE 0.3 MILES
 DR0788'NORTHWEST ALONG A PAVED ROAD, TO STATION ARTHUR, THENCE 0.35 MILE
 DR0788'NORTHEAST CROSSED COUNTRY TO A BLADED ROAD, 14.0 FEET WEST OF THE
 DR0788'CENTER OF A BLADED ROAD, 2.6 FEET WEST OF A GUYED POWER LINE POLE NO.
 DR0788'58, 1.8 FEET NORTH OF METAL WITNESS POST WITH SIGN, SET IN TOP OF A
 DR0788'12-INCH-SQUARE CONCRETE POST PROJECTING 3 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0149 ***********************************************************************
 DR0149  DESIGNATION -  ARTHUR RM 1
 DR0149  PID         -  DR0149
 DR0149  STATE/COUNTY-  NM/CHAVES
 DR0149  USGS QUAD   -  HAGERMAN (1975)
 DR0149
 DR0149                         *CURRENT SURVEY CONTROL
 DR0149  ___________________________________________________________________
 DR0149* NAD 83(1986)-  33 00 18.     (N)    104 20 25.     (W)     SCALED    
 DR0149* NAVD 88     -      1030.178  (meters)    3379.84   (feet)  ADJUSTED  
 DR0149  ___________________________________________________________________
 DR0149  GEOID HEIGHT-         -23.11  (meters)                     GEOID03
 DR0149  DYNAMIC HT  -        1028.764 (meters)    3375.20  (feet)  COMP
 DR0149  MODELED GRAV-     979,229.9   (mgal)                       NAVD 88
 DR0149
 DR0149  VERT ORDER  -  SECOND    CLASS 0
 DR0149
 DR0149.The horizontal coordinates were scaled from a topographic map and have
 DR0149.an estimated accuracy of +/- 6 seconds.
 DR0149
 DR0149.The orthometric height was determined by differential leveling
 DR0149.and adjusted by the National Geodetic Survey in June 1991..
 DR0149
 DR0149.The geoid height was determined by GEOID03.
 DR0149
 DR0149.The dynamic height is computed by dividing the NAVD 88
 DR0149.geopotential number by the normal gravity value computed on the
 DR0149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0149.degrees latitude (g = 980.6199 gals.).
 DR0149
 DR0149.The modeled gravity was interpolated from observed gravity values.
 DR0149
 DR0149;                    North         East    Units  Estimated Accuracy
 DR0149;SPC NM E     -   222,310.      164,350.      MT  (+/- 180 meters Scaled)
 DR0149
 DR0149                          SUPERSEDED SURVEY CONTROL
 DR0149
 DR0149  NGVD 29 (??/??/92) 1029.647  (m)         3378.10   (f) ADJ UNCH    2 0
 DR0149
 DR0149.Superseded values are not recommended for survey control.
 DR0149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0149.See file dsdata.txt to determine how the superseded data were derived.
 DR0149
 DR0149_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES616520(NAD 83)
 DR0149_MARKER: DR = REFERENCE MARK DISK
 DR0149_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR0149_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DR0149_STAMPING: ARTHUR NO 1 1961
 DR0149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR0149+STABILITY: SURFACE MOTION
 DR0149
 DR0149  HISTORY     - Date     Condition        Report By
 DR0149  HISTORY     - 1961     MONUMENTED       CGS
 DR0149
 DR0149                          STATION DESCRIPTION
 DR0149
 DR0149'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 DR0149'2.15 MI E FROM LAKE ARTHUR.
 DR0149'0.4 MILE NORTH ALONG A PAVED STREET FROM THE POST OFFICE AT LAKE
 DR0149'ARTHUR, THENCE 1.45 MILES EAST ALONG A PAVED ROAD, THENCE 0.3 MILE
 DR0149'NORTHWEST ALONG A PAVED ROAD, 60.9 FEET EAST OF A TRIANGULATION
 DR0149'STATION, 0.9 FOOT SOUTH OF THE NORTH SECURITY FENCE, SET IN TOP OF A
 DR0149'SQUARE CONCRETE POST PROJECTING 8 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0147 ***********************************************************************
 DR0147  DESIGNATION -  ARTHUR RM 2
 DR0147  PID         -  DR0147
 DR0147  STATE/COUNTY-  NM/CHAVES
 DR0147  USGS QUAD   -  HAGERMAN (1975)
 DR0147
 DR0147                         *CURRENT SURVEY CONTROL
 DR0147  ___________________________________________________________________
 DR0147* NAD 83(1986)-  33 00 18.     (N)    104 20 25.     (W)     SCALED    
 DR0147* NAVD 88     -      1030.273  (meters)    3380.15   (feet)  ADJUSTED  
 DR0147  ___________________________________________________________________
 DR0147  GEOID HEIGHT-         -23.11  (meters)                     GEOID03
 DR0147  DYNAMIC HT  -        1028.858 (meters)    3375.51  (feet)  COMP
 DR0147  MODELED GRAV-     979,229.9   (mgal)                       NAVD 88
 DR0147
 DR0147  VERT ORDER  -  SECOND    CLASS 0
 DR0147
 DR0147.The horizontal coordinates were scaled from a topographic map and have
 DR0147.an estimated accuracy of +/- 6 seconds.
 DR0147
 DR0147.The orthometric height was determined by differential leveling
 DR0147.and adjusted by the National Geodetic Survey in June 1991..
 DR0147
 DR0147.The geoid height was determined by GEOID03.
 DR0147
 DR0147.The dynamic height is computed by dividing the NAVD 88
 DR0147.geopotential number by the normal gravity value computed on the
 DR0147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0147.degrees latitude (g = 980.6199 gals.).
 DR0147
 DR0147.The modeled gravity was interpolated from observed gravity values.
 DR0147
 DR0147;                    North         East    Units  Estimated Accuracy
 DR0147;SPC NM E     -   222,310.      164,350.      MT  (+/- 180 meters Scaled)
 DR0147
 DR0147                          SUPERSEDED SURVEY CONTROL
 DR0147
 DR0147  NGVD 29 (??/??/92) 1029.741  (m)         3378.41   (f) ADJ UNCH    2 0
 DR0147
 DR0147.Superseded values are not recommended for survey control.
 DR0147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0147.See file dsdata.txt to determine how the superseded data were derived.
 DR0147
 DR0147_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES616520(NAD 83)
 DR0147_MARKER: DR = REFERENCE MARK DISK
 DR0147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR0147_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DR0147_STAMPING: ARTHUR NO 2 1961
 DR0147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR0147+STABILITY: SURFACE MOTION
 DR0147
 DR0147  HISTORY     - Date     Condition        Report By
 DR0147  HISTORY     - 1961     MONUMENTED       CGS
 DR0147
 DR0147                          STATION DESCRIPTION
 DR0147
 DR0147'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 DR0147'2.15 MI E FROM LAKE ARTHUR.
 DR0147'0.4 MILE NORTH ALONG A PAVED STREET FROM THE POST OFFICE AT LAKE
 DR0147'ARTHUR, THENCE 1.45 MILES EAST ALONG A PAVED ROAD, THENCE 0.3 MILE
 DR0147'NORTHWEST ALONG A PAVED ROAD, 78.3 FEET SOUTH OF THE NORTHWEST CORNER,
 DR0147'67.9 FEET SOUTH OF A TRIANGULATION STATION, SET IN TOP OF A SQUARE
 DR0147'CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0804 ***********************************************************************
 GM0804  DESIGNATION -  ARTIST
 GM0804  PID         -  GM0804
 GM0804  STATE/COUNTY-  NM/TAOS
 GM0804  USGS QUAD   -  TAOS (1995)
 GM0804
 GM0804                         *CURRENT SURVEY CONTROL
 GM0804  ___________________________________________________________________
 GM0804* NAD 83(1992)-  36 23 38.21732(N)    105 33 51.82487(W)     ADJUSTED  
 GM0804* NAVD 88     -      2127.18   (+/-2cm)    6978.9    (feet)  VERTCON   
 GM0804  ___________________________________________________________________
 GM0804  LAPLACE CORR-          10.22  (seconds)                    DEFLEC99
 GM0804  GEOID HEIGHT-         -17.44  (meters)                     GEOID03
 GM0804
 GM0804  HORZ ORDER  -  THIRD
 GM0804  VERT ORDER  -  THIRD ? (See Below)
 GM0804
 GM0804.The horizontal coordinates were established by classical geodetic methods
 GM0804.and adjusted by the National Geodetic Survey in December 1993..
 GM0804
 GM0804.The NAVD 88 height was computed by applying the VERTCON shift value to
 GM0804.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GM0804.The vertical order pertains to the NGVD 29 superseded value.
 GM0804
 GM0804.The Laplace correction was computed from DEFLEC99 derived deflections.
 GM0804
 GM0804.The geoid height was determined by GEOID03.
 GM0804
 GM0804;                    North         East     Units Scale Factor Converg.
 GM0804;SPC NM C     -   598,440.509   561,501.980   MT  0.99994659   +0 24 24.5
 GM0804;SPC NM C     - 1,963,383.57  1,842,194.41   sFT  0.99994659   +0 24 24.5
 GM0804;UTM  13      - 4,027,792.537   449,386.301   MT  0.99963156   -0 20 05.6
 GM0804
 GM0804!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GM0804!SPC NM C     -   0.99966900  x   0.99994659  =   0.99961561
 GM0804!UTM  13      -   0.99966900  x   0.99963156  =   0.99930068
 GM0804
 GM0804|---------------------------------------------------------------------|
 GM0804| PID    Reference Object                     Distance      Geod. Az  |
 GM0804|                                                           dddmmss.s |
 GM0804| CM8307 ARTIST RM 1                          11.450 METERS 15550     |
 GM0804| GM0407 T 57                                               1665224.4 |
 GM0804| CM8308 ARTIST RM 2                          17.294 METERS 24439     |
 GM0804|---------------------------------------------------------------------|
 GM0804
 GM0804                          SUPERSEDED SURVEY CONTROL
 GM0804
 GM0804  NAD 83(1986)-  36 23 38.22310(N)    105 33 51.82954(W) AD(       ) 3
 GM0804  NAD 27      -  36 23 38.14737(N)    105 33 49.79835(W) AD(       ) 3
 GM0804  NGVD 29 (07/19/86) 2126.04   (m)         6975.2    (f) LEVELING    3  
 GM0804
 GM0804.Superseded values are not recommended for survey control.
 GM0804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0804.See file dsdata.txt to determine how the superseded data were derived.
 GM0804
 GM0804_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDA4938627793(NAD 83)
 GM0804_MARKER: DS = TRIANGULATION STATION DISK
 GM0804_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GM0804
 GM0804  HISTORY     - Date     Condition        Report By
 GM0804  HISTORY     - 1954     MONUMENTED       CGS
 GM0804  HISTORY     - 1963     GOOD             CGS
 GM0804  HISTORY     - 20040822 GOOD             USPSQD
 GM0804
 GM0804                          STATION DESCRIPTION
 GM0804
 GM0804'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (WRH)
 GM0804'THE STATION IS LOCATED, AIRLINE, 3-1/2 MILES NORTHEAST OF
 GM0804'RANCHOS DE TAOS, 1 MILE SOUTHEAST OF THE CENTER OF TAOS AND ON
 GM0804'THE NORTHEAST SIDE OF U.S. HIGHWAY 64 ON THE HIGHWAY RIGHT-OF-WAY.
 GM0804'
 GM0804'THE STATION MARK IS A STANDARD DISK STAMPED ARTIST 1954 SET
 GM0804'IN THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT PROJECTS
 GM0804'3 INCHES ABOVE THE GROUND.  THE MARK IS 26.5 FEET NORTHEAST OF
 GM0804'THE CENTERLINE OF U.S. HIGHWAY 64, 8.0 FEET SOUTHWEST OF A
 GM0804'COTTONWOOD TREE WITH A TRIANGLE BLAZE ON IT, 6.0 FEET NORTHWEST
 GM0804'OF A WHITE WITNESS POST AND 3.0 FEET SOUTHWEST OF A
 GM0804'NORTHWEST-SOUTHEAST FENCE LINE.
 GM0804'
 GM0804'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED ARTIST
 GM0804'NO 1 1954 SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST
 GM0804'THAT PROJECTS 2 INCHES ABOVE THE GROUND.  THE MARK IS 27.0 FEET
 GM0804'NORTHEAST OF THE CENTERLINE OF U.S. HIGHWAY 64, 2.0 FEET SOUTHWEST
 GM0804'OF THE NORTHWEST-SOUTHEAST FENCE LINE AND IT IS AT THE STATION
 GM0804'ELEVATION.
 GM0804'
 GM0804'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED ARTIST
 GM0804'NO 2 1954 SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST
 GM0804'THAT PROJECTS 3 INCHES ABOVE THE GROUND.  THE MARK IS 29.0
 GM0804'FEET SOUTHWEST OF THE CENTERLINE OF U.S. HIGHWAY 64, 1.0 FOOT
 GM0804'SOUTHWEST OF A NORTHWEST-SOUTHEAST FENCE LINE AND IT IS AT
 GM0804'THE STATION ELEVATION.
 GM0804'
 GM0804'THE AZIMUTH MARK IS A U.S. COAST AND GEODETIC SURVEY BENCH
 GM0804'MARK STAMPED T 57 1934 SET IN THE TOP OF A 8 INCH SQUARE CONCRETE
 GM0804'POST THAT PROJECTS 2 INCHES ABOVE THE GROUND.  THE MARK IS 48.0
 GM0804'FEET SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 64, 30.0 FEET EAST
 GM0804'OF THE CENTERLINE OF A GRAVELED ROAD AND 6.0 FEET EAST OF A
 GM0804'POWERLINE POLE.
 GM0804'
 GM0804'TO REACH THE AZIMUTH MARK FROM THE STATION CONTINUE SOUTHEAST
 GM0804'ON U.S. HIGHWAY 64 FOR 0.25 MILE TO THE AZIMUTH MARK ON THE
 GM0804'RIGHT.
 GM0804'
 GM0804'TO REACH THE STATION FROM THE POST OFFICE IN TAOS GO SOUTHEAST
 GM0804'FOR 1.0 MILE ON U.S. HIGHWAY 64 TO THE STATION ON THE LEFT.
 GM0804'
 GM0804'HEIGHT OF LIGHT ABOVE STATION MARK 1.48 METERS.
 GM0804
 GM0804                          STATION RECOVERY (1963)
 GM0804
 GM0804'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CKP)
 GM0804'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 GM0804'FOUND IN GOOD CONDITION.  A NEW TO REACH FOR THE STATION
 GM0804'FOLLOWS.
 GM0804'
 GM0804'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 64
 GM0804'AND STATE HIGHWAY 3 WHICH IS 2 BLOCKS SOUTH OF THE POST OFFICE
 GM0804'IN TAOS, GO SOUTHEAST ON U.S. HIGHWAY 64, TOWARDS EAGLE NEST,
 GM0804'FOR 1.0 MILE TO A WHITE WITNESS POST ON THE LEFT AND THE
 GM0804'STATION.
 GM0804'
 GM0804'THIS STATION WAS VISITED BY ASTRONOMIC PARTY C-621.
 GM0804
 GM0804                          STATION RECOVERY (2004)
 GM0804
 GM0804'RECOVERY NOTE BY US POWER SQUADRON 2004 (RPJ)
 GM0804'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0957 ***********************************************************************
 CW0957  FBN         -  This is a Federal Base Network Control Station.
 CW0957  PACS        -  This is a Primary Airport Control Station.
 CW0957  DESIGNATION -  ARTPORT
 CW0957  PID         -  CW0957
 CW0957  STATE/COUNTY-  NM/EDDY
 CW0957  USGS QUAD   -  ARTESIA (1975)
 CW0957
 CW0957                         *CURRENT SURVEY CONTROL
 CW0957  ___________________________________________________________________
 CW0957* NAD 83(1992)-  32 51 06.35156(N)    104 27 48.53992(W)     ADJUSTED  
 CW0957* NAVD 88     -      1069.86   (meters)    3510.0    (feet)  GPS OBS   
 CW0957  ___________________________________________________________________
 CW0957  X           -  -1,339,800.735 (meters)                     COMP
 CW0957  Y           -  -5,194,279.721 (meters)                     COMP
 CW0957  Z           -   3,440,727.329 (meters)                     COMP
 CW0957  LAPLACE CORR-          -1.86  (seconds)                    DEFLEC99
 CW0957  ELLIP HEIGHT-        1046.76  (meters)          (05/26/00) GPS OBS
 CW0957  GEOID HEIGHT-         -23.08  (meters)                     GEOID03
 CW0957
 CW0957  HORZ ORDER  -  B
 CW0957  ELLP ORDER  -  SECOND    CLASS I
 CW0957
 CW0957.This mark is at Artesia Airport (ATS)
 CW0957
 CW0957.The horizontal coordinates were established by GPS observations
 CW0957.and adjusted by the National Geodetic Survey in May 1992..
 CW0957
 CW0957.The orthometric height was determined by GPS observations and a
 CW0957.high-resolution geoid model.
 CW0957
 CW0957.GPS derived orthometric heights for airport stations designated as
 CW0957.PACS or SACS are published to 2 decimal places.  This maintains
 CW0957.centimeter relative accuracy between the PACS and SACS.  It does
 CW0957.not indicate centimeter accuracy relative to other marks which are
 CW0957.part of the NAVD 88 network.
 CW0957
 CW0957.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CW0957
 CW0957.The Laplace correction was computed from DEFLEC99 derived deflections.
 CW0957
 CW0957.The ellipsoidal height was determined by GPS observations
 CW0957.and is referenced to NAD 83.
 CW0957
 CW0957.The geoid height was determined by GEOID03.
 CW0957
 CW0957;                    North         East     Units Scale Factor Converg.
 CW0957;SPC NM E     -   205,322.757   152,817.871   MT  0.99991092   -0 04 14.2
 CW0957;SPC NM E     -   673,629.75    501,369.97   sFT  0.99991092   -0 04 14.2
 CW0957;UTM  13      - 3,634,981.227   550,203.100   MT  0.99963108   +0 17 27.8
 CW0957
 CW0957!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CW0957!SPC NM E     -   0.99983568  x   0.99991092  =   0.99974662
 CW0957!UTM  13      -   0.99983568  x   0.99963108  =   0.99946682
 CW0957
 CW0957:                Primary Azimuth Mark                     Grid Az
 CW0957:SPC NM E     -  K 257                                    115 51 32.4
 CW0957:UTM  13      -  K 257                                    115 29 50.4
 CW0957
 CW0957|---------------------------------------------------------------------|
 CW0957| PID    Reference Object                     Distance      Geod. Az  |
 CW0957|                                                           dddmmss.s |
 CW0957| CW0023 K 257                               440.251 METERS 1154718.2 |
 CW0957| CW0958 ARTPORT AZ MK                       432.898 METERS 1350632.4 |
 CW0957|---------------------------------------------------------------------|
 CW0957
 CW0957                          SUPERSEDED SURVEY CONTROL
 CW0957
 CW0957  ELLIP H (12/21/93) 1046.79   (m)                       GP(       ) 4 1
 CW0957  NAD 83(1986)-  32 51 06.35675(N)    104 27 48.53966(W) AD(       ) 1
 CW0957  NAD 27      -  32 51 05.99748(N)    104 27 46.72121(W) AD(       ) 1
 CW0957  NGVD 29 (03/22/89) 1069.3    (m)         3508.     (f) GPS OBS        
 CW0957
 CW0957.Superseded values are not recommended for survey control.
 CW0957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0957.See file dsdata.txt to determine how the superseded data were derived.
 CW0957
 CW0957_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES5020334981(NAD 83)
 CW0957_MARKER: F = FLANGE-ENCASED ROD
 CW0957_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 CW0957_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 CW0957_STAMPING: ARTPORT 1987
 CW0957_MARK LOGO: NGS   
 CW0957_PROJECTION: FLUSH
 CW0957_MAGNETIC: N = NO MAGNETIC MATERIAL
 CW0957_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CW0957_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CW0957+SATELLITE: SATELLITE OBSERVATIONS - December 10, 1998
 CW0957_ROD/PIPE-DEPTH: 11.0 meters
 CW0957_SLEEVE-DEPTH  : 0.91 meters
 CW0957
 CW0957  HISTORY     - Date     Condition        Report By
 CW0957  HISTORY     - 1988     MONUMENTED       NGS
 CW0957  HISTORY     - 1988     GOOD             NGS
 CW0957  HISTORY     - 19920610 GOOD             NMHD
 CW0957  HISTORY     - 19960114 GOOD             CHANCE
 CW0957  HISTORY     - 19970403 GOOD             NGS
 CW0957  HISTORY     - 19981210 GOOD             NGS
 CW0957
 CW0957                          STATION DESCRIPTION
 CW0957
 CW0957'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988 (MRM)
 CW0957'THE STATION IS LOCATED ABOUT 5.5 KM (3.4 MI)
 CW0957'WEST-NORTHWEST OF ARTESIA,
 CW0957'1.0 KM (0.6 MI) NORTH OF U.S. HIGHWAY 82, AT THE ARTESIA MUNICIPAL
 CW0957'AIRPORT.
 CW0957'OWNERSHIP--CITY OF ARTESIA, BILL BISHOP - AIRPORT MANAGER, P.O.
 CW0957'DRAWER 1309, ARTESIA NM 88210, PHONE 505-748-3206.
 CW0957'
 CW0957'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 82 AND 285
 CW0957'IN ARTESIA, GO WEST FOR 3.1 KM (1.9 MI) ON HIGHWAY 82 TO SOUTH
 CW0957'26TH STREET.
 CW0957'CONTINUE STRAIGHT AHEAD AND GO WEST FOR 2.4 KM (1.5 MI) ON HIGHWAY
 CW0957'82 TO A PAVED ROAD RIGHT.
 CW0957'TURN RIGHT AND GO NORTH FOR 1.4 KM (0.9 MI) ON AIRPORT ROAD TO A
 CW0957'GATE ON THE SOUTH SIDE OF THE TERMINAL BUILDING.  PASS THROUGH GATE,
 CW0957'THEN BEAR LEFT AND GO SOUTH FOR 0.1 KM (0.05 MI) ACROSS THE TARMAC TO
 CW0957'A TAXIWAY ON THE RIGHT AND THE STATION.
 CW0957'
 CW0957'THE STATION IS A PUNCH MARK ON TOP OF A STAINLESS STEEL ROD
 CW0957'THAT IS ---UNSTAMPED---,
 CW0957'DRIVEN TO AN UNKNOWN DEPTH, RECESSED 13 CM BELOW GROUND, INSIDE A
 CW0957'GREASE-FILLED SLEEVE EXTENDING TO A DEPTH OF 0.9 METERS (3.0 FT),
 CW0957'ENCASED IN A PVC PIPE WITH NGS LOGO FLANGE STAMPED---ARTPORT 1987---,
 CW0957'FLUSH WITH GROUND.  LOCATED
 CW0957'22.3 METERS (73.2 FT) NORTHWEST FROM THE APPROXIMATE CENTER OF
 CW0957'A TAXIWAY TO RUNWAY 03,
 CW0957'11.3 METERS (37.1 FT) SOUTHWEST FROM THE APPROXIMATE CENTER OF A
 CW0957'TAXIWAY TO RUNWAY 30,
 CW0957'1.2 METERS (3.9 FT) SOUTHEAST FROM THE CENTER OF RUNWAY SIGN 3 AND
 CW0957'0.9 METERS (3.0 FT) NORTHEAST FROM A CARSONITE WITNESS POST.
 CW0957'
 CW0957'AZIMUTH MARK NO. 1 IS A PUNCH MARK ON TOP OF A STAINLESS STEEL
 CW0957'ROD THAT IS ---UNSTAMPED---, DRIVEN TO AN UNKNOWN DEPTH, RECESSED
 CW0957'15 CM BELOW GROUND, INSIDE A GREASE-FILLED SLEEVE EXTENDING TO
 CW0957'A DEPTH OF 0.9 METERS (3.0 FT), ENCASED IN A PVC PIPE WITH NGS LOGO
 CW0957'FLANGE
 CW0957'STAMPED---ARTPORT AZ MK 1987---,
 CW0957'FLUSH WITH GROUND.  LOCATED
 CW0957'20.1 METERS (65.9 FT) NORTHWEST FROM THE APPROXIMATE
 CW0957'CENTER OF A RAMP,
 CW0957'11.2 METERS (36.7 FT) SOUTHWEST FROM THE APPROXIMATE CENTER OF
 CW0957'A TAXIWAY,
 CW0957'0.9 METERS (3.0 FT) NORTHEAST FROM A CARSONITE WITNESS POST AND
 CW0957'0.9 METERS (3.0 FT) SOUTHEAST FROM THE CENTER OF RUNWAY SIGN 30.
 CW0957'TO REACH THE AZIMUTH FROM THE STATION,
 CW0957'GO SOUTHEAST FOR 0.5 KM (0.3 MI) ON THE TAXIWAY TO A RAMP AND
 CW0957'MARK ON THE RIGHT.
 CW0957'
 CW0957'NEM MEXICO FAA - FEBRUARY, 1988.
 CW0957'
 CW0957'THIS STATION SUITABLE FOR GPS SURVEYS.
 CW0957'
 CW0957'DESCRIBED BY S.E. RANDALL.
 CW0957
 CW0957                          STATION RECOVERY (1988)
 CW0957
 CW0957'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 CW0957'RECOVERED IN GOOD CONDITION.
 CW0957
 CW0957                          STATION RECOVERY (1992)
 CW0957
 CW0957'RECOVERY NOTE BY NM HIGHWAY DEPT 1992
 CW0957'400
 CW0957'RECOVERED ON THIS DATE.
 CW0957
 CW0957                          STATION RECOVERY (1996)
 CW0957
 CW0957'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (KB)
 CW0957'RECOVERED AS DESCRIBED IN GOOD CONDITION. FOR ACCESS CONTACT -- CITY
 CW0957'OF ARTESIA, BOB BISHOP - AIRPORT MANAGER, PHONE (505) 746-4612 THE
 CW0957'STATION IS DESIGNATED AS A PRIMARY AIRPORT CONTROL STATION (PACS) -
 CW0957'NEW MEXICO ANA SURVEYS 1996
 CW0957
 CW0957                          STATION RECOVERY (1997)
 CW0957
 CW0957'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 CW0957'RECOVERED AS DESCRIBED WITH THE FOLLOWING CHANGES.  FOR ACCESS CONTACT
 CW0957'-- CITY OF ARTESIA, BOB BISHOP - AIRPORT MANAGER, AIRPORT PHONE (505)
 CW0957'748-3206, CITY HALL (505) 746-4612.  THE STATION IS DESIGNATED AS A
 CW0957'PRIMARY AIRPORT CONTROL STATION (PACS) - NEW MEXICO ANA SURVEYS 1997
 CW0957
 CW0957                          STATION RECOVERY (1998)
 CW0957
 CW0957'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (WAS)
 CW0957'THE STATION IS LOCATED ABOUT 3.5 MI (5.6 KM) WEST-NORTHWEST OF
 CW0957'ARTESIA, AT THE ARTESIA MUNICIPAL AIRPORT.  OWNERSHIP--CITY OF
 CW0957'ARTESIA, ARTESIA MUNICIPAL AIRPORT, BOB BISHOP, MANAGER, TELEPHONE
 CW0957'505-748-3206 (AIRPORT) OR 505-746-4612 (CITY HALL), PO DRAWER 1309,
 CW0957'ARTESIA NM 88210.  TO REACH THE STATION FROM THE INTERSECTION OF US
 CW0957'HIGHWAYS 285 AND 82 IN ARTESIA, GO WEST ON HIGHWAY 82 FOR 3.5 MI (5.6
 CW0957'KM) TO THE INTERSECTION WITH AIRPORT ROAD ON THE RIGHT.  TURN RIGHT,
 CW0957'NORTH, ON AIRPORT ROAD AND GO 0.9 MI (1.4 KM) TO A GATE ON THE SOUTH
 CW0957'SIDE OF THE AIRPORT TERMINAL BUILDING.  PASS THROUGH THE GATE, WHICH
 CW0957'IS NORMALLY LOCKED, BEAR LEFT AND GO SOUTH FOR 0.05 MI (0.08 KM)
 CW0957'ACROSS THE TARMAC TO A TAXIWAY ON THE RIGHT AND THE STATION.  THE
 CW0957'STATION IS A PUNCH MARK ON TOP OF A STAINLESS STEEL ROD THAT IS
 CW0957'ACCESSED THROUGH AN ALUMINUM LOGO CAP.  LOCATED 1.2 M (3.9 FT)
 CW0957'SOUTHEAST OF THE CENTER OF THE TAXIWAY 3 SIGN, 96.6 M (316.9 FT) EAST
 CW0957'OF A LIGHTED WINDSOCK (WITH CGS BENCHMARK H 257 1957 SET IN THE BASE
 CW0957'OF THE WINDSOCK), 21 M (68.9 FT) NORTHWEST OF THE POINT WHERE THE
 CW0957'CENTERLINE OF TAXIWAY 3 MEETS THE EDGE OF THE AIRCRAFT PARKING RAMP
 CW0957'AND 0.9 M (3.0 FT) NORTHEAST OF A FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0958 ***********************************************************************
 CW0958  SACS        -  This is a Secondary Airport Control Station.
 CW0958  DESIGNATION -  ARTPORT AZ MK
 CW0958  PID         -  CW0958
 CW0958  STATE/COUNTY-  NM/EDDY
 CW0958  USGS QUAD   -  ARTESIA (1975)
 CW0958
 CW0958                         *CURRENT SURVEY CONTROL
 CW0958  ___________________________________________________________________
 CW0958* NAD 83(1992)-  32 50 56.39600(N)    104 27 36.79058(W)     ADJUSTED  
 CW0958* NAVD 88     -      1068.01   (meters)    3504.0    (feet)  GPS OBS   
 CW0958  ___________________________________________________________________
 CW0958  X           -  -1,339,546.015 (meters)                     COMP
 CW0958  Y           -  -5,194,515.646 (meters)                     COMP
 CW0958  Z           -   3,440,468.635 (meters)                     COMP
 CW0958  LAPLACE CORR-          -1.85  (seconds)                    DEFLEC99
 CW0958  ELLIP HEIGHT-        1044.91  (meters)          (08/10/01) GPS OBS
 CW0958  GEOID HEIGHT-         -23.09  (meters)                     GEOID03
 CW0958
 CW0958  HORZ ORDER  -  FIRST
 CW0958  ELLP ORDER  -  THIRD     CLASS II
 CW0958
 CW0958.This mark is at Artesia Airport (ATS)
 CW0958
 CW0958.The horizontal coordinates were established by GPS observations
 CW0958.and adjusted by the National Geodetic Survey in March 1997..
 CW0958
 CW0958.The orthometric height was determined by GPS observations and a
 CW0958.high-resolution geoid model.
 CW0958
 CW0958.GPS derived orthometric heights for airport stations designated as
 CW0958.PACS or SACS are published to 2 decimal places.  This maintains
 CW0958.centimeter relative accuracy between the PACS and SACS.  It does
 CW0958.not indicate centimeter accuracy relative to other marks which are
 CW0958.part of the NAVD 88 network.
 CW0958
 CW0958.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CW0958
 CW0958.The Laplace correction was computed from DEFLEC99 derived deflections.
 CW0958
 CW0958.The ellipsoidal height was determined by GPS observations
 CW0958.and is referenced to NAD 83.
 CW0958
 CW0958.The geoid height was determined by GEOID03.
 CW0958
 CW0958;                    North         East     Units Scale Factor Converg.
 CW0958;SPC NM E     -   205,015.721   153,122.988   MT  0.99991083   -0 04 07.8
 CW0958;SPC NM E     -   672,622.41    502,371.00   sFT  0.99991083   -0 04 07.8
 CW0958;UTM  13      - 3,634,676.209   550,510.063   MT  0.99963146   +0 17 34.1
 CW0958
 CW0958!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CW0958!SPC NM E     -   0.99983597  x   0.99991083  =   0.99974682
 CW0958!UTM  13      -   0.99983597  x   0.99963146  =   0.99946749
 CW0958
 CW0958:                Primary Azimuth Mark                     Grid Az
 CW0958:SPC NM E     -  ARTPORT                                  315 10 46.5
 CW0958:UTM  13      -  ARTPORT                                  314 49 04.6
 CW0958
 CW0958|---------------------------------------------------------------------|
 CW0958| PID    Reference Object                     Distance      Geod. Az  |
 CW0958|                                                           dddmmss.s |
 CW0958| CW0957 ARTPORT                             432.898 METERS 3150638.7 |
 CW0958|---------------------------------------------------------------------|
 CW0958
 CW0958                          SUPERSEDED SURVEY CONTROL
 CW0958
 CW0958  ELLIP H (06/27/01) 1044.84   (m)                       GP(       ) 4 2
 CW0958  ELLIP H (03/20/97) 1044.93   (m)                       GP(       ) 3 1
 CW0958  ELLIP H (12/21/93) 1044.91   (m)                       GP(       ) 4 1
 CW0958  NAD 83(1992)-  32 50 56.39566(N)    104 27 36.79124(W) AD(       ) 2
 CW0958  ELLIP H (05/26/92) 1044.91   (m)                       GP(       ) 4 1
 CW0958  NAD 83(1986)-  32 50 56.40082(N)    104 27 36.79092(W) AD(       ) 2
 CW0958  NAD 27      -  32 50 56.04125(N)    104 27 34.97290(W) AD(       ) 2
 CW0958  NGVD 29 (03/22/89) 1067.5    (m)         3502.     (f) GPS OBS        
 CW0958
 CW0958.Superseded values are not recommended for survey control.
 CW0958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0958.See file dsdata.txt to determine how the superseded data were derived.
 CW0958
 CW0958_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES5051034676(NAD 83)
 CW0958_MARKER: I = METAL ROD
 CW0958_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CW0958_SP_SET: OBJECT DRIVEN INTO GROUND
 CW0958_STAMPING: ARTPORT AZ MK 1987
 CW0958_MARK LOGO: NGS   
 CW0958_MAGNETIC: N = NO MAGNETIC MATERIAL
 CW0958_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CW0958_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CW0958+SATELLITE: SATELLITE OBSERVATIONS - 1988
 CW0958
 CW0958  HISTORY     - Date     Condition        Report By
 CW0958  HISTORY     - 1988     MONUMENTED       NGS
 CW0958  HISTORY     - 19960114 GOOD             CHANCE
 CW0958  HISTORY     - 19970404 GOOD             NGS
 CW0958
 CW0958                          STATION DESCRIPTION
 CW0958
 CW0958'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988 (MRM)
 CW0958'THE STATION IS LOCATED ABOUT 5.5 KM (3.4 MI)
 CW0958'WEST-NORTHWEST OF ARTESIA,
 CW0958'1.0 KM (0.6 MI) NORTH OF U.S. HIGHWAY 82, AT THE ARTESIA MUNICIPAL
 CW0958'AIRPORT.
 CW0958'OWNERSHIP--CITY OF ARTESIA, BOB BISHOP - AIRPORT MANAGER, P.O.
 CW0958'DRAWER 1309, ARTESIA NM 88210, PHONE 505-748-3206.
 CW0958'
 CW0958'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 82 AND 285
 CW0958'IN ARTESIA, GO WEST FOR 3.1 KM (1.9 MI) ON HIGHWAY 82 TO SOUTH
 CW0958'26TH STREET.
 CW0958'CONTINUE STRAIGHT AHEAD AND GO WEST FOR 2.4 KM (1.5 MI) ON
 CW0958'HIGHWAY 82 TO A PAVED ROAD RIGHT.
 CW0958'TURN RIGHT AND GO NORTH FOR 1.4 KM (0.9 MI) ON AIRPORT ROAD TO A GATE
 CW0958'ON THE SOUTH SIDE OF THE TERMINAL BUILDING.  PASS THROUGH GATE, THEN
 CW0958'BEAR LEFT AND GO SOUTH FOR 0.1 KM (0.05 MI) ACROSS TARMAC TO A
 CW0958'TAXIWAY.  BEAR LEFT
 CW0958'AND GO SOUTHWEST FOR 0.5 KM (0.3 MI) ON THE TAXIWAY TO A RAMP AND
 CW0958'STATION ON THE RIGHT.
 CW0958'
 CW0958'THE STATION IS A PUNCH MARK ON TOP OF A STAINLESS STEEL ROD THAT
 CW0958'IS ---UNSTAMPED---,
 CW0958'DRIVEN TO AN UNKNOWN DEPTH, RECESSED 5
 CW0958'CM BELOW GROUND,
 CW0958'ENCASED IN A PVC PIPE WITH NGS LOGO
 CW0958'FLANGE STAMPED---ARTPORT AZ MK 1987---, FLUSH WITH GROUND.  LOCATED
 CW0958'20.1 METERS (65.9 FT) NORTHWEST FROM THE APPROXIMATE CENTER OF
 CW0958'A RAMP,
 CW0958'11.2 METERS (36.7 FT) SOUTHWEST FROM THE APPROXIMATE CENTER OF A
 CW0958'TAXIWAY, 0.9 METERS (3.0 FT) NORTHEAST FROM A CARSONITE WITNESS POST
 CW0958'AND 0.9 METERS (3.0 FT) SOUTHEAST FROM THE CENTER OF RUNWAY 30 SIGN.
 CW0958'
 CW0958'NEW MEXICO FAA - FEBRUARY, 1988.
 CW0958'
 CW0958'THIS STATION SUITABLE FOR GPS SURVEYS.
 CW0958'
 CW0958'DESCRIBED BY S.E. RANDALL.
 CW0958
 CW0958                          STATION RECOVERY (1996)
 CW0958
 CW0958'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (KB)
 CW0958'RECOVERED AS DESCRIBED IN GOOD CONDITION. FOR ACCESS CONTACT -- CITY
 CW0958'OF ARTESIA, BOB BISHOP - AIRPORT MANAGER, PHONE (505) 746-4612 THE
 CW0958'STATION IS DESIGNATED AS A SECONDARY AIRPORT CONTROL STATION (SACS) -
 CW0958'NEW MEXICO ANA SURVEYS 1996
 CW0958
 CW0958                          STATION RECOVERY (1997)
 CW0958
 CW0958'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 CW0958'RECOVERED AS DESCRIBED WITH THE FOLLOWING CHANGES.  FOR ACCESS CONTACT
 CW0958'-- CITY OF ARTESIA, BOB BISHOP - AIRPORT MANAGER, AIRPORT PHONE (505)
 CW0958'748-3206, CITY HALL PHONE (505) 746-4612.  THE STATION IS DESIGNATED
 CW0958'AS A SECONDARY AIRPORT CONTROL STATION (SACS) - NEW MEXICO ANA SURVEYS
 CW0958'1996
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0522 ***********************************************************************
 GN0522  DESIGNATION -  ASOTIA
 GN0522  PID         -  GN0522
 GN0522  STATE/COUNTY-  NM/RIO ARRIBA
 GN0522  USGS QUAD   -  HORSE LAKE (1983)
 GN0522
 GN0522                         *CURRENT SURVEY CONTROL
 GN0522  ___________________________________________________________________
 GN0522* NAD 83(1992)-  36 51 13.98982(N)    106 46 30.98372(W)     ADJUSTED  
 GN0522* NAVD 88     -      2749.4    (meters)    9020.     (feet)  VERTCON   
 GN0522  ___________________________________________________________________
 GN0522  LAPLACE CORR-           5.62  (seconds)                    DEFLEC99
 GN0522  GEOID HEIGHT-         -17.96  (meters)                     GEOID03
 GN0522
 GN0522  HORZ ORDER  -  THIRD
 GN0522
 GN0522.The horizontal coordinates were established by classical geodetic methods
 GN0522.and adjusted by the National Geodetic Survey in December 1993..
 GN0522
 GN0522.The NAVD 88 height was computed by applying the VERTCON shift value to
 GN0522.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GN0522
 GN0522.The Laplace correction was computed from DEFLEC99 derived deflections.
 GN0522
 GN0522.The geoid height was determined by GEOID03.
 GN0522
 GN0522;                    North         East     Units Scale Factor Converg.
 GN0522;SPC NM C     -   649,385.319   453,159.736   MT  0.99992702   -0 18 54.2
 GN0522;SPC NM C     - 2,130,525.00  1,486,741.57   sFT  0.99992702   -0 18 54.2
 GN0522;UTM  13      - 4,080,134.527   341,734.267   MT  0.99990858   -1 03 54.0
 GN0522
 GN0522!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GN0522!SPC NM C     -   0.99957152  x   0.99992702  =   0.99949857
 GN0522!UTM  13      -   0.99957152  x   0.99990858  =   0.99948014
 GN0522
 GN0522:                Primary Azimuth Mark                     Grid Az
 GN0522:SPC NM C     -  HORSE                                    165 21 38.8
 GN0522:UTM  13      -  HORSE                                    166 06 38.6
 GN0522
 GN0522|---------------------------------------------------------------------|
 GN0522| PID    Reference Object                     Distance      Geod. Az  |
 GN0522|                                                           dddmmss.s |
 GN0522| GN0506 HORSE                               APPROX. 9.0 KM 1650244.6 |
 GN0522|---------------------------------------------------------------------|
 GN0522
 GN0522                          SUPERSEDED SURVEY CONTROL
 GN0522
 GN0522  NAD 83(1992)-  36 51 13.99021(N)    106 46 30.98767(W) AD(       ) 3
 GN0522  NAD 83(1986)-  36 51 13.98997(N)    106 46 30.98939(W) AD(       ) 3
 GN0522  NAD 27      -  36 51 13.95210(N)    106 46 28.84947(W) AD(       ) 3
 GN0522  NGVD 29 (07/19/86) 2748.0    (m)         9016.     (f) VERT ANG       
 GN0522
 GN0522.Superseded values are not recommended for survey control.
 GN0522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0522.See file dsdata.txt to determine how the superseded data were derived.
 GN0522
 GN0522_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCA4173480135(NAD 83)
 GN0522_MARKER: DD = SURVEY DISK
 GN0522_SETTING: 80 = SET IN A BOULDER
 GN0522_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GN0522+STABILITY: SURFACE MOTION
 GN0522
 GN0522  HISTORY     - Date     Condition        Report By
 GN0522  HISTORY     - 1953     MONUMENTED       USGS
 GN0522
 GN0522                          STATION DESCRIPTION
 GN0522
 GN0522'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 GN0522'OLD NGS STATION.  THE STATION WAS NEVER OCCUPIED BY THE NGS AND
 GN0522'ALTHOUGH THEY HAVE NO RECORD OF MARKS HAVING BEEN SET THERE, THERE
 GN0522'IS A STATION MARK AND TWO REFERENCE MARKS.
 GN0522'
 GN0522'NEW DESCRIPTION BY THE USGS AS FOLLOWS
 GN0522'
 GN0522'THE STATION IS LOCATED ON THE HIGHEST PART OF A MESA, APPROXIMATELY
 GN0522'6.0 MI. AIRLINE SE. OF MONARO, APPROXIMATELY 11.0 MI. AIRLINE WSW. OF
 GN0522'CHAMA, AND APPROXIMATELY 0.4 MI. SSE. OF STATION ---DIVIDE---.
 GN0522'BECAUSE OF HEAVY TIMBER, STATION ---DIVIDE--- AND STATION ---ASOTIA---
 GN0522'ARE NOT INTERVISIBLE.
 GN0522'
 GN0522'TO REACH THE STATION FROM THE POST OFFICE IN MONERO, GO SE. ON STATE
 GN0522'HIGHWAY 17 FOR 0.5 MI. TO RD. FORK, THENCE RIGHT FOR 1.1 MI. TO RD.
 GN0522'FORK, THENCE LEFT FOR 0.4 MI. TO FORK, THENCE LEFT FOR 0.3 MI. TO
 GN0522'FORK.  TURN LEFT ON DIM RD. FOR 1.5 MI., THENCE LEFT ON A VERY DIM
 GN0522'RD. UP LEFT DRAIN FORK FOR 0.2 MI. TO GATE.  CONTINUE ON FOR 0.3 MI.,
 GN0522'THENCE RIGHT OFF RD. AND GO UP THE W. ONE OF TWO SMALL SIDE DRAINS
 GN0522'FOR 0.15 MI. TO DAM.  DRIVE THROUGH SPILLWAY AND CONTINUE ON SE. FOR
 GN0522'0.1 MI. TO A RD. THAT GOES UP A HILL.  FOLLOW THE RD. FOR 1.0 MI. TO
 GN0522'END OF BULLDOZED STRIP, THENCE TURN LEFT UP THE DRAIN FOR 0.4 MI. TO
 GN0522'A DAM, CONTINUE ON UP THE DRAIN FOR 0.3 MI. TO SUMMIT, CONTINUE ON
 GN0522'S. AND THEN E. FOR 0.2 MI. TO A RD. THAT GOES INTO A CANYON.  FOLLOW
 GN0522'THE RD. INTO CANYON FOR 0.3 MI., TURN RIGHT ACROSS DRAIN AND THEN UP
 GN0522'THE HILL FOR 1.5 MI. TO THE TOP AND STATION SITE.
 GN0522'
 GN0522'STATION MARK--A USC AND GS TABLET, STAMPED ---ASOTIA 1935---, SET
 GN0522'IN A BOULDER.
 GN0522'
 GN0522'REFERENCE MARK NO. 1--A USC AND GS REFERENCE TABLET, STAMPED
 GN0522'---ASOTIA NO. 1 1935---, SET IN A BOULDER 29.95 FT. FROM STATION
 GN0522'MARK, S 81 DEG 05 MIN W.
 GN0522'
 GN0522'REFERENCE MARK NO. 2--A USC AND GS REFERENCE TABLET, STAMPED
 GN0522'---ASOTIA NO. 2 1935---, SET IN A BOULDER 57.26 FT. FROM STATION
 GN0522'MARK, N 48 DEG 42 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1495 ***********************************************************************
 GL1495  DESIGNATION -  ATKINS
 GL1495  PID         -  GL1495
 GL1495  STATE/COUNTY-  NM/HARDING
 GL1495  USGS QUAD   -  ARAGON HILL (1977)
 GL1495
 GL1495                         *CURRENT SURVEY CONTROL
 GL1495  ___________________________________________________________________
 GL1495* NAD 83(1992)-  36 08 52.70524(N)    103 50 38.46791(W)     ADJUSTED  
 GL1495* NAVD 88     -      1759.7    (meters)    5773.     (feet)  VERTCON   
 GL1495  ___________________________________________________________________
 GL1495  LAPLACE CORR-          -5.65  (seconds)                    DEFLEC99
 GL1495  GEOID HEIGHT-         -19.85  (meters)                     GEOID03
 GL1495
 GL1495  HORZ ORDER  -  FIRST
 GL1495
 GL1495.The horizontal coordinates were established by classical geodetic methods
 GL1495.and adjusted by the National Geodetic Survey in December 1993..
 GL1495
 GL1495.The NAVD 88 height was computed by applying the VERTCON shift value to
 GL1495.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GL1495
 GL1495.The Laplace correction was computed from DEFLEC99 derived deflections.
 GL1495
 GL1495.The geoid height was determined by GEOID03.
 GL1495
 GL1495;                    North         East     Units Scale Factor Converg.
 GL1495;SPC NM E     -   571,046.563   209,031.991   MT  0.99993297   +0 17 19.1
 GL1495;SPC NM E     - 1,873,508.60    685,799.12   sFT  0.99993297   +0 17 19.1
 GL1495;UTM  13      - 4,000,979.963   603,993.014   MT  0.99973325   +0 40 55.0
 GL1495
 GL1495!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GL1495!SPC NM E     -   0.99972702  x   0.99993297  =   0.99966000
 GL1495!UTM  13      -   0.99972702  x   0.99973325  =   0.99946034
 GL1495
 GL1495:                Primary Azimuth Mark                     Grid Az
 GL1495:SPC NM E     -  ATKINS AZ MK                             099 37 58.5
 GL1495:UTM  13      -  ATKINS AZ MK                             099 14 22.6
 GL1495
 GL1495|---------------------------------------------------------------------|
 GL1495| PID    Reference Object                     Distance      Geod. Az  |
 GL1495|                                                           dddmmss.s |
 GL1495| CM8312 ATKINS AZ MK                                       0995517.6 |
 GL1495| CM8313 ATKINS RM 1                           7.029 METERS 15934     |
 GL1495| CM8314 ATKINS RM 2                           7.945 METERS 24753     |
 GL1495|---------------------------------------------------------------------|
 GL1495
 GL1495                          SUPERSEDED SURVEY CONTROL
 GL1495
 GL1495  NAD 83(1986)-  36 08 52.71395(N)    103 50 38.46519(W) AD(       ) 1
 GL1495  NAD 27      -  36 08 52.59760(N)    103 50 36.58690(W) AD(       ) 1
 GL1495  NGVD 29 (07/19/86) 1758.9    (m)         5771.     (f) VERT ANG       
 GL1495
 GL1495.Superseded values are not recommended for survey control.
 GL1495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1495.See file dsdata.txt to determine how the superseded data were derived.
 GL1495
 GL1495_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA0399300980(NAD 83)
 GL1495_MARKER: DS = TRIANGULATION STATION DISK
 GL1495_SETTING: 80 = SET IN A BOULDER
 GL1495_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 GL1495
 GL1495  HISTORY     - Date     Condition        Report By
 GL1495  HISTORY     - 1960     MONUMENTED       CGS
 GL1495
 GL1495                          STATION DESCRIPTION
 GL1495
 GL1495'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (HWK)
 GL1495'THE STATION IS APPROXIMATELY 25-3/4 MILES NORTHEAST OF ROY,
 GL1495'1-1/2 MILES SOUTH OF THE UNION-HARDING COUNTY LINE, ON THE
 GL1495'SOUTH END OF A SHORT, PROMINENT, ROCK COVERED KNOLL IN
 GL1495'PASTURE LAND, IN THE NORTHWEST QUARTER OF SECTION 10, T-22-N,
 GL1495'R-29-E., ON PROPERTY OWNED BY MR. JOE ATKINS.
 GL1495'
 GL1495'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 GL1495'120 AND 39 IN ROY, GO EAST AND NORTH ON HIGHWAY 120 FOR 12.4
 GL1495'MILES TO THE END OF THE SURFACED ROAD.  CONTINUE EAST AND
 GL1495'NORTH ON HIGHWAY 120 FOR 13.6 MILES TO A T-ROAD ON THE
 GL1495'RIGHT (SIGN LEE ONEIL) AND A WIRE GATE ON THE LEFT.  TURN
 GL1495'RIGHT AND GO EAST ON A BLADED ROAD 5.0 MILES TO WHERE THE
 GL1495'ROAD BEARS LEFT.  TURN LEFT, NORTH FOR 1.0 MILE TO A CROSSROAD.
 GL1495'CONTINUE NORTH, CROSSING CATTLE GUARD 0.5 MILE TO A SIDE ROAD
 GL1495'ON THE LEFT.  (THIS ROAD LEADS TO THE HOME OF MR. ATKINS.)
 GL1495'CONTINUE NORTH FOR 0.45 MILE TO A FIELD ROAD ON THE LEFT.
 GL1495'TURN LEFT AND FOLLOW THE MAIN TRACK ROAD, WESTERLY, FOR
 GL1495'1.3 MILES TO A WIRE GATE.  PASS THROUGH THE GATE AND GO
 GL1495'NORTH AND WEST FOR 1.2 MILES TO THE AZIMUTH MARK ON THE
 GL1495'RIGHT.  (THE MARK IS ON THE NORTH SIDE AND NEAR THE HEAD
 GL1495'OF A ROCKY RAVINE.) CONTINUE NORTHERLY 0.2 MILE TO A PILE
 GL1495'OF ROCKS ON THE LEFT OF THE TRACK ROAD.  TURN LEFT,
 GL1495'WEST AND SOUTH FOR 0.3 MILE TO THE STATION ON THE SOUTH
 GL1495'END OF A ROCKY KNOLL.
 GL1495'
 GL1495'STATION MARK IS A STANDARD DISK STAMPED ATKINS 1960, CEMENTED
 GL1495'IN A DRILL HOLE IN BEDROCK FLUSH WITH THE SURROUNDING SURFACE.
 GL1495'IT IS ON THE HIGHEST PART OF THE SOUTH POINT OF THE KNOLL
 GL1495'AND 7.2 FEET SOUTH OF A METAL WITNESS POST.
 GL1495'
 GL1495'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED ATKINS NO
 GL1495'1 1960, CEMENTED IN A DRILL HOLE IN A 4 FOOT BY 6 FOOT BOULDER
 GL1495'WHICH PROJECTS 8 INCHES ON ITS WEST SIDE.  IT IS 28.2 FEET
 GL1495'SOUTHEAST OF THE METAL WITNESS POST.
 GL1495'
 GL1495'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED ATKINS NO 2
 GL1495'1960, CEMENTED IN A DRILL HOLE IN A 1 FOOT BY 2 FOOT BOULDER
 GL1495'WHICH PROJECTS 8 INCHES ON ITS WEST SIDE.  IT IS ON THE
 GL1495'WEST SLOPE OF THE HILL AND 32 FEET SOUTHWEST OF THE METAL
 GL1495'WITNESS POST.
 GL1495'
 GL1495'AZIMUTH MARK IS A STANDARD DISK STAMPED ATKINS 1960, CEMENTED
 GL1495'IN A DRILL HOLE IN BOULDER OUTCROP FLUSH WITH THE SURROUNDING
 GL1495'SURFACE.  IT IS 123 FEET EAST OF THE CENTER OF THE MAIN
 GL1495'TRACK ROAD, 13 FEET NORTH OF THE CENTER OF A RAVINE AND 3.6
 GL1495'FEET NORTHEAST OF A METAL WITNESS POST.
 GL1495'
 GL1495'REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0183 ***********************************************************************
 DS0183  DESIGNATION -  ATOM
 DS0183  PID         -  DS0183
 DS0183  STATE/COUNTY-  NM/SOCORRO
 DS0183  USGS QUAD   -  OSCURA PEAK (1982)
 DS0183
 DS0183                         *CURRENT SURVEY CONTROL
 DS0183  ___________________________________________________________________
 DS0183* NAD 83(1992)-  33 44 22.18966(N)    106 21 52.58921(W)     ADJUSTED  
 DS0183* NAVD 88     -      2428.229  (meters)    7966.61   (feet)  ADJUSTED  
 DS0183  ___________________________________________________________________
 DS0183  LAPLACE CORR-           8.46  (seconds)                    DEFLEC99
 DS0183  GEOID HEIGHT-         -21.39  (meters)                     GEOID03
 DS0183  DYNAMIC HT  -        2424.371 (meters)    7953.96  (feet)  COMP
 DS0183  MODELED GRAV-     978,958.8   (mgal)                       NAVD 88
 DS0183
 DS0183  HORZ ORDER  -  FIRST
 DS0183  VERT ORDER  -  SECOND    CLASS 0
 DS0183
 DS0183.The horizontal coordinates were established by classical geodetic methods
 DS0183.and adjusted by the National Geodetic Survey in December 1993..
 DS0183
 DS0183.The orthometric height was determined by differential leveling
 DS0183.and adjusted by the National Geodetic Survey in June 1991..
 DS0183
 DS0183.The Laplace correction was computed from DEFLEC99 derived deflections.
 DS0183
 DS0183.The geoid height was determined by GEOID03.
 DS0183
 DS0183.The dynamic height is computed by dividing the NAVD 88
 DS0183.geopotential number by the normal gravity value computed on the
 DS0183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0183.degrees latitude (g = 980.6199 gals.).
 DS0183
 DS0183.The modeled gravity was interpolated from observed gravity values.
 DS0183
 DS0183;                    North         East     Units Scale Factor Converg.
 DS0183;SPC NM C     -   303,767.650   489,380.802   MT  0.99990139   -0 03 49.2
 DS0183;SPC NM C     -   996,611.03  1,605,576.85   sFT  0.99990139   -0 03 49.2
 DS0183;UTM  13      - 3,734,108.717   373,593.405   MT  0.99979698   -0 45 28.9
 DS0183
 DS0183!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS0183!SPC NM C     -   0.99962230  x   0.99990139  =   0.99952372
 DS0183!UTM  13      -   0.99962230  x   0.99979698  =   0.99941935
 DS0183
 DS0183:                Primary Azimuth Mark                     Grid Az
 DS0183:SPC NM C     -  BUG PEAK                                 108 02 08.3
 DS0183:UTM  13      -  BUG PEAK                                 108 43 48.0
 DS0183
 DS0183|---------------------------------------------------------------------|
 DS0183| PID    Reference Object                     Distance      Geod. Az  |
 DS0183|                                                           dddmmss.s |
 DS0183| DS0181 BUG PEAK                            APPROX. 0.5 KM 1075819.1 |
 DS0183| DS0182 ATOM RM 1                             8.571 METERS 12213     |
 DS0183| CD1533 ATOM AZ MK                                         1410632.2 |
 DS0183| DS0184 ATOM RM 2                            11.389 METERS 35305     |
 DS0183|---------------------------------------------------------------------|
 DS0183
 DS0183                          SUPERSEDED SURVEY CONTROL
 DS0183
 DS0183  NAD 83(1986)-  33 44 22.19669(N)    106 21 52.59174(W) AD(       ) 1
 DS0183  NAD 27      -  33 44 21.93120(N)    106 21 50.56600(W) AD(       ) 1
 DS0183  NGVD 29 (??/??/92) 2427.292  (m)         7963.54   (f) ADJ UNCH    2 0
 DS0183
 DS0183.Superseded values are not recommended for survey control.
 DS0183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0183.See file dsdata.txt to determine how the superseded data were derived.
 DS0183
 DS0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT7359334109(NAD 83)
 DS0183_MARKER: DS = TRIANGULATION STATION DISK
 DS0183_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DS0183_SP_SET: FOUNDATION
 DS0183_STAMPING: ATOM HAFB 1951 INST
 DS0183_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DS0183
 DS0183  HISTORY     - Date     Condition        Report By
 DS0183  HISTORY     - 1952     MONUMENTED       USAF
 DS0183  HISTORY     - 1954     GOOD             CGS
 DS0183  HISTORY     - 1964     GOOD             CGS
 DS0183  HISTORY     - 1966     GOOD             CGS
 DS0183  HISTORY     - 1968     GOOD             CGS
 DS0183  HISTORY     - 1969     GOOD             CGS
 DS0183  HISTORY     - 1969     GOOD             NGS
 DS0183
 DS0183                          STATION DESCRIPTION
 DS0183
 DS0183'DESCRIBED BY US AIR FORCE 1952 (RLE)
 DS0183'THE STATION IS LOCATED ABOUT 30 MILES WEST NORTHWEST OF
 DS0183'CARRIZOZO, ON A HIGH PEAK NEAR THE NORTH END OF THE OSCURA
 DS0183'MOUNTAIN RANGE, 43 FEET SOUTH OF THE SOUTHWEST CORNER OF A
 DS0183'SMALL METAL BUILDING THAT HAS A CONCRETE FOUNDATION AND 12
 DS0183'FEET EAST OF A POINT WHERE THE CLIFF DROPS OFF SHARPLY TO THE
 DS0183'WEST.  THE STATION MARK IS A HOLLOMAN AIR FORCE BASE DISK
 DS0183'CEMENTED IN A DRILL HOLE IN A BOULDER AND IT IS STAMPED
 DS0183'ATOM INST HAFB 1951.
 DS0183'
 DS0183'REFERENCE MARK NO. 1 IS 62 FEET SOUTHEAST OF THE SOUTHWEST
 DS0183'CORNER OF THE SMALL METAL BUILDING AND 22 FEET NORTHEAST OF THE
 DS0183'EDGE OF THE CLIFF.  IT IS STAMPED ATOM INST HAFB NO 1 1952.
 DS0183'
 DS0183'REFERENCE MARK NO. 2 IS 21 FEET EAST OF THE EDGE OF THE CLIFF
 DS0183'AND 8 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE SMALL
 DS0183'METAL BUILDING.  IT IS STAMPED ATOM INST HAFB NO 2 1952.
 DS0183'
 DS0183'THE AZIMUTH MARK IS 25 FEET EAST OF A POINT WHERE THE CLIFF
 DS0183'DROPS OFF SHARPLY TO THE WEST AND 5 FEET SOUTHWEST OF A TREE
 DS0183'ABOUT 6 INCHES IN DIAMETER WITH A TRIANGLE BLAZE.  THE MARK
 DS0183'IS STAMPED ATOM INST HAFB 1952 AND IT IS SET IN A BOULDER THAT
 DS0183'PROJECTS 6 INCHES.
 DS0183'
 DS0183'TO REACH THE STATION FROM THE POST OFFICE IN CARRIZOZO GO
 DS0183'NORTHEAST ON U.S. HIGHWAY 54 FOR 0.4 MILE TO THE JUNCTION
 DS0183'WITH U.S. HIGHWAY 380, TURN LEFT AND GO WESTERLY ON U.S. HIGHWAY
 DS0183'380 FOR 26.7 MILES TO A SIDE ROAD ON THE LEFT AND A SIGN
 DS0183'OSCURA SCEL STA. NO 3 ON THE RIGHT.  TURN LEFT OVER CATTLE
 DS0183'GUARD AND FOLLOW GRAVELED ROAD FOR 0.3 MILE TO A FORK, TAKE
 DS0183'RIGHT FORK AND CONTINUE ON MAIN ROAD FOR 1.3 MILES TO A T
 DS0183'ROAD ON THE LEFT, CONTINUE STRAIGHT AHEAD FOR 1.3 MILES TO A
 DS0183'FORK AND SIGN SCEL STA. NO 3.  CONTINUE ON LEFT FORK AND GO
 DS0183'5.0 MILES TO A GATE, T-ROAD JUNCTION AND A ROCK HOUSE
 DS0183'STRAIGHT AHEAD, PASS THROUGH THE GATE TURN RIGHT AND CONTINUE
 DS0183'ON MAIN TRAVELED ROAD 3.1 MILES TO A FORK, TAKE LEFT FORK
 DS0183'AND CONTINUE FOR 0.25 MILE TO THE SUMMIT AND THE STATION AS DESCRIBED.
 DS0183'
 DS0183'TO REACH THE AZIMUTH MARK FROM THE STATION GO EAST FOR 0.25
 DS0183'MILE TO A Y-JUNCTION, TURN RIGHT ON THE MAIN TRAVELED ROAD
 DS0183'AND GO 0.1 TO A CURVE IN THE ROAD AND A STAKE ON RIGHT, FROM
 DS0183'HERE PACK SOUTHWEST FOR ABOUT 100 YARDS TO THE AZIMUTH MARK
 DS0183'AS DESCRIBED.
 DS0183
 DS0183                          STATION RECOVERY (1954)
 DS0183
 DS0183'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (CAS)
 DS0183'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 DS0183'TO BE IN GOOD CONDITION.  THE 1952 DESCRIPTION IS ADEQUATE.
 DS0183
 DS0183                          STATION RECOVERY (1964)
 DS0183
 DS0183'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JCC)
 DS0183'THE STATION MARK, REFERENCE MARK NUMBER ONE, REFERENCE MARK
 DS0183'NUMBER TWO AND THE AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD
 DS0183'CONDITION.
 DS0183'
 DS0183'FOLLOWING IS A NEW AND COMPLETE TO REACH--
 DS0183'
 DS0183'TO REACH FROM THE POST OFFICE IN TULAROSA, GO NORTH ON U.S.
 DS0183'HIGHWAY 54 FOR 29.0 MILES TO OSCURA, AND A CROSS ROAD.  TURN
 DS0183'LEFT AND GO WEST ON GRAVEL ROAD (WSMR ROUTE 12) FOR 6.2 MILES
 DS0183'TO A LOCKED GATE AT THE LAVA BEDS.  GO THROUGH GATE AND
 DS0183'FOLLOW MAIN ROAD (WSMR 12) FOR 1.4 MILES TO A SIDE ROAD RIGHT,
 DS0183'TURN RIGHT AND GO NORTHERLY ON GRAVEL ROAD (WSMR ROUTE 9) 20.5
 DS0183'MILES TO A SIDE ROAD RIGHT.  CONTINUE STRAIGHT AHEAD ON MAIN
 DS0183'ROAD FOR 3.1 MILES TO A SIDE ROAD LEFT.  TURN LEFT ON GRAVEL
 DS0183'ROAD FOR 0.3 MILES TO THE STATION ON THE WEST EDGE OF THE RIM.
 DS0183'
 DS0183'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST FOR
 DS0183'0.3 MILE TO A Y-JUNCTION, TURN RIGHT ON MAIN ROAD, GO 0.1 MILE,
 DS0183'THEN PACK ABOUT 100 YARDS TO THE RIGHT OF THE ROAD TO THE
 DS0183'EDGE OF THE CLIFF AND THE AZIMUTH MARK.
 DS0183
 DS0183                          STATION RECOVERY (1966)
 DS0183
 DS0183'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JWC)
 DS0183'THE STATION MARK, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK
 DS0183'WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE 1952 ROUTE TO
 DS0183'THE STATION IS INADEQUATE.  A COMPLETE NEW DESCRIPTION FOLLOWS.
 DS0183'
 DS0183'THE STATION IS ABOUT 29 MILES WEST OF CARRIZOZO, 11 MILES SOUTH
 DS0183'OF BINGHAM AND IS ON A PROMINENT POINT IN THE OSCURA MOUNTAIN RANGE.
 DS0183'
 DS0183'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 54
 DS0183'AND 70 AT THE NORTH EDGE OF TULAROSA, GO NORTH ON U.S. HIGHWAY
 DS0183'54 FOR 16.75 MILES TO THREE RIVERS, CONTINUE NORTH FOR 11.0
 DS0183'MILES TO A SIDE ROAD LEFT AT OSCURO, TURN LEFT AND GO WEST ON
 DS0183'A GRAVELED ROAD FOR 5.95 MILES AT A LOCKED GATE, PASS THROUGH
 DS0183'THE GATE AND GO WESTERLY FOR 0.7 MILE AT A SIDE ROAD RIGHT AND
 DS0183'A GUARD SHACK ON THE RIGHT, CONTINUE STRAIGHT AHEAD FOR 0.6
 DS0183'MILE AT A SIDE ROAD RIGHT, TURN RIGHT AND FOLLOW MAIN ROAD
 DS0183'NORTHERLY FOR 13.8 MILES TO A FORK ON THE SUMMIT OF A LOW
 DS0183'RIDGE, TAKE THE LEFT FORK AND FOLLOW THE MAIN GRAVELED ROAD
 DS0183'FOR 5.95 MILES TO A REVERSE FORK, CONTINUE NORTHWEST FOR
 DS0183'2.45 MILES TO A WITNESS POST ON THE LEFT.  (TO REACH THE
 DS0183'AZIMUTH MARK FROM THIS POINT PACK SOUTHWEST FOR ABOUT 150
 DS0183'YARDS TO THE WEST EDGE OF A CLIFF AND THE AZIMUTH MARK).
 DS0183'CONTINUE NORTHWEST ON GRAVELED ROAD FOR 0.05 MILE TO A FORK,
 DS0183'TAKE THE LEFT FORK AND GO NORTHWEST FOR 0.25 MILE TO
 DS0183'THE STATION ON THE LEFT.
 DS0183'
 DS0183'THE STATION MARK IS A BRONZE DISK, OF THE HOLLOMAN AIR FORCE
 DS0183'BASE, STAMPED ATOM INST HAFB 1951, CEMENTED IN A DRILL HOLE,
 DS0183'IN A 2 X 3 FOOT BOULDER THAT PROJECTS 4 INCHES ABOVE THE GROUND.
 DS0183'IT IS 65 FEET SOUTH OF THE SOUTHWEST CORNER OF BUILDING
 DS0183'NUMBER 33150, 6 FEET EAST OF THE WEST EDGE OF A CLIFF.  DESC.
 DS0183'
 DS0183'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED ATOM INST HAFB
 DS0183'NO 1 1952, CEMENTED IN A DRILL HOLE, IN A 1 X 1 FOOT BOULDER
 DS0183'THAT PROJECTS 1 INCH ABOVE THE GROUND.  IT IS 74 FEET
 DS0183'SOUTH-SOUTHEAST OF THE SOUTHWEST CORNER OF THE BUILDING AND
 DS0183'IS ABOUT THE SAME ELEVATION AS THE STATION.
 DS0183'
 DS0183'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED ATOM INST NO 2
 DS0183'HAFB 1952, CEMENTED IN A DRILL HOLE, IN A 1 X 3 FOOT ROCK
 DS0183'OUTCROP THAT PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS 39
 DS0183'FEET SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF THE BUILDING
 DS0183'AND IS ABOUT THE SAME ELEVATION AS THE STATION.
 DS0183'
 DS0183'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED ATOM INST HAFB
 DS0183'1952, CEMENTED IN A DRILL HOLE, IN A 1 X 2 FOOT ROCK OUTCROP
 DS0183'THAT PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS 5 FEET WEST
 DS0183'OF A TREE HAVING A WITNESS SIGN ON THE NORTH SIDE AND ON THE
 DS0183'WEST EDGE OF A CLIFF.
 DS0183'
 DS0183'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--11 MILES
 DS0183'SOUTH OF BINGHAM.
 DS0183
 DS0183                          STATION RECOVERY (1968)
 DS0183
 DS0183'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JBJ)
 DS0183'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH
 DS0183'MARK WERE RECOVERED IN GOOD CONDITION, AS DESCRIBED BY J.W.
 DS0183'CARPENTER IN 1966.
 DS0183'
 DS0183'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--11 MILES
 DS0183'SOUTH OF BINGHAM
 DS0183
 DS0183                          STATION RECOVERY (1969)
 DS0183
 DS0183'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JGC)
 DS0183'THE STATION MARK, STAMPED ATOM HAFB 1951 INST., IS ABOUT 7.75
 DS0183'MILES NORTHWEST ALONG WHITE SANDS MISSILE RANGE ROUTE 12 FROM
 DS0183'THE STORE AT OSCURO, THENCE 20.55 MILES NORTHWEST ALONG WHITE
 DS0183'SANDS MISSILE RANGE ROUTE 9, THENCE 2.75 MILES SOUTHWEST ALONG
 DS0183'ROAD NUMBER 332, THENCE 0.3 MILE NORTHWEST ALONG A GRAVELED
 DS0183'ROAD, THENCE 0.3 MILE WEST ALONG A GRAVELED ROAD, IN SECTION
 DS0183'6, T 7 S, R 6 E, SET IN THE TOP AND 17 FEET NORTHEAST OF THE
 DS0183'EDGE OF A ROCK CLIFF, 65 FEET SOUTH OF THE SOUTH CORNER OF
 DS0183'BUILDING NUMBER 33150, 23-1/2 FEET SOUTHWEST OF THE SOUTH
 DS0183'CORNER OF THE CONCRETE FOUNDATION FOR A RADAR SCREEN, AND 4
 DS0183'1/2 FEET NORTHEAST OF A FENCE.
 DS0183'
 DS0183'R.M. 1, STAMPED ATOM INST. HAFB NO 1 1952, IS 28.2 FEET SOUTHEAST
 DS0183'OF THE STATION MARK, SET IN THE TOP OF A ROCK OUTCROP WHICH IS
 DS0183'LEVEL WITH THE SURFACE OF THE ROCK CLIFF, 36 FEET SOUTH OF THE
 DS0183'EAST CORNER OF THE CONCRETE FOUNDATION FOR A RADAR SCREEN.
 DS0183'
 DS0183'R.M. 2, STAMPED ATOM INST. HAFB NO 2 1952, IS 37.4 FEET
 DS0183'NORTHWEST OF THE STATION MARK, SET IN THE TOP OF A ROCK CLIFF,
 DS0183'39-1/2 FEET SOUTHEAST OF THE SOUTH CORNER OF BUILDING NUMBER
 DS0183'33150, AND 17-1/2 FEET WEST OF THE WEST CORNER OF THE CONCRETE
 DS0183'FOUNDATION FOR A RADAR SCREEN.
 DS0183'
 DS0183'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--31.75 MILES
 DS0183'NORTHWEST
 DS0183
 DS0183                          STATION RECOVERY (1969)
 DS0183
 DS0183'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 DS0183'31.75 MI NW FROM OSCURO.
 DS0183'ABOUT 7.75 MILES NORTHWEST ALONG WHITE SANDS MISSILE RANGE ROUTE 12
 DS0183'FROM THE STORE AT OSCURO, THENCE 20.55 MILES NORTHWEST ALONG WHITE
 DS0183'SANDS MISSILE RANGE ROUTE 9, THENCE 1.75 MILES SOUTHWEST ALONG ROAD
 DS0183'NUMBER 332, THENCE 0.3 MILE NORTHWEST ALONG A GRAVELED ROAD, THENCE
 DS0183'0.3 MILE WEST ALONG A GRAVELED ROAD, IN SECTION 6, T 7 S, R 6 E, SET
 DS0183'IN THE TOP AND 17 FEET NORTHEAST OF THE EDGE OF A ROCK CLIFF, 65 FEET
 DS0183'SOUTH OF THE SOUTH CORNER OF BUILDING NUMBER 33150, 23 1/2 FEET
 DS0183'SOUTHWEST OF THE SOUTH CORNER OF THE CONCRETE FOUNDATION FOR A RADAR
 DS0183'SCREEN, AND 4 1/2 FEET NORTHEAST OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0182 ***********************************************************************
 DS0182  DESIGNATION -  ATOM RM 1
 DS0182  PID         -  DS0182
 DS0182  STATE/COUNTY-  NM/SOCORRO
 DS0182  USGS QUAD   -  OSCURA PEAK (1982)
 DS0182
 DS0182                         *CURRENT SURVEY CONTROL
 DS0182  ___________________________________________________________________
 DS0182* NAD 83(1986)-  33 44 21.     (N)    106 21 51.     (W)     SCALED    
 DS0182* NAVD 88     -      2428.169  (meters)    7966.42   (feet)  ADJUSTED  
 DS0182  ___________________________________________________________________
 DS0182  GEOID HEIGHT-         -21.38  (meters)                     GEOID03
 DS0182  DYNAMIC HT  -        2424.311 (meters)    7953.76  (feet)  COMP
 DS0182  MODELED GRAV-     978,958.8   (mgal)                       NAVD 88
 DS0182
 DS0182  VERT ORDER  -  SECOND    CLASS 0
 DS0182
 DS0182.The horizontal coordinates were scaled from a topographic map and have
 DS0182.an estimated accuracy of +/- 6 seconds.
 DS0182
 DS0182.The orthometric height was determined by differential leveling
 DS0182.and adjusted by the National Geodetic Survey in June 1991..
 DS0182
 DS0182.The geoid height was determined by GEOID03.
 DS0182
 DS0182.The dynamic height is computed by dividing the NAVD 88
 DS0182.geopotential number by the normal gravity value computed on the
 DS0182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0182.degrees latitude (g = 980.6199 gals.).
 DS0182
 DS0182.The modeled gravity was interpolated from observed gravity values.
 DS0182
 DS0182;                    North         East    Units  Estimated Accuracy
 DS0182;SPC NM C     -   303,730.      489,420.      MT  (+/- 180 meters Scaled)
 DS0182
 DS0182                          SUPERSEDED SURVEY CONTROL
 DS0182
 DS0182  NGVD 29 (??/??/92) 2427.231  (m)         7963.34   (f) ADJ UNCH    2 0
 DS0182
 DS0182.Superseded values are not recommended for survey control.
 DS0182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0182.See file dsdata.txt to determine how the superseded data were derived.
 DS0182
 DS0182_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT736340(NAD 83)
 DS0182_MARKER: DR = REFERENCE MARK DISK
 DS0182_SETTING: 66 = SET IN ROCK OUTCROP
 DS0182_SP_SET: OUTCROP
 DS0182_STAMPING: ATOM INST. HAFB NO 1 1952
 DS0182_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DS0182+STABILITY: POSITION/ELEVATION WELL
 DS0182
 DS0182  HISTORY     - Date     Condition        Report By
 DS0182  HISTORY     - 1952     MONUMENTED       CGS
 DS0182  HISTORY     - 1969     GOOD             NGS
 DS0182
 DS0182                          STATION DESCRIPTION
 DS0182
 DS0182'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 DS0182'31.75 MI NW FROM OSCURO.
 DS0182'ABOUT 7.75 MILES NORTHWEST ALONG WHITE SANDS MISSILE RANGE ROUTE 12
 DS0182'FROM THE STORE AT OSCURO, THENCE 20.55 MILES NORTHWEST ALONG WHITE
 DS0182'SANDS MISSILE RANGE ROUTE 9, THENCE 2.75 MILES SOUTHWEST ALONG ROAD
 DS0182'NUMBER 332, THENCE 0.3 MILE NORTHWEST ALONG A GRAVELED ROAD, THENCE
 DS0182'0.3 MILE WEST ALONG A GRAVELED ROAD, IN SECTION 6, T 7 S, R 6 E, SET
 DS0182'IN THE TOP OF A ROCK OUTCROP WHICH IS LEVEL WITH THE SURFACE OF A ROCK
 DS0182'CLIFF, 36 FEET SOUTH OF THE EAST CORNER OF THE CONCRETE FOUNDATION FOR
 DS0182'A RADAR SCREEN, AND 28.2 FEET SOUTHEAST OF TRIANGULATION STATION ATOM
 DS0182'1951 (HAFB).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0184 ***********************************************************************
 DS0184  DESIGNATION -  ATOM RM 2
 DS0184  PID         -  DS0184
 DS0184  STATE/COUNTY-  NM/SOCORRO
 DS0184  USGS QUAD   -  OSCURA PEAK (1982)
 DS0184
 DS0184                         *CURRENT SURVEY CONTROL
 DS0184  ___________________________________________________________________
 DS0184* NAD 83(1986)-  33 44 23.     (N)    106 21 53.     (W)     SCALED    
 DS0184* NAVD 88     -      2428.541  (meters)    7967.64   (feet)  ADJUSTED  
 DS0184  ___________________________________________________________________
 DS0184  GEOID HEIGHT-         -21.39  (meters)                     GEOID03
 DS0184  DYNAMIC HT  -        2424.681 (meters)    7954.97  (feet)  COMP
 DS0184  MODELED GRAV-     978,958.5   (mgal)                       NAVD 88
 DS0184
 DS0184  VERT ORDER  -  SECOND    CLASS 0
 DS0184
 DS0184.The horizontal coordinates were scaled from a topographic map and have
 DS0184.an estimated accuracy of +/- 6 seconds.
 DS0184
 DS0184.The orthometric height was determined by differential leveling
 DS0184.and adjusted by the National Geodetic Survey in June 1991..
 DS0184
 DS0184.The geoid height was determined by GEOID03.
 DS0184
 DS0184.The dynamic height is computed by dividing the NAVD 88
 DS0184.geopotential number by the normal gravity value computed on the
 DS0184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0184.degrees latitude (g = 980.6199 gals.).
 DS0184
 DS0184.The modeled gravity was interpolated from observed gravity values.
 DS0184
 DS0184;                    North         East    Units  Estimated Accuracy
 DS0184;SPC NM C     -   303,790.      489,370.      MT  (+/- 180 meters Scaled)
 DS0184
 DS0184                          SUPERSEDED SURVEY CONTROL
 DS0184
 DS0184  NGVD 29 (??/??/92) 2427.603  (m)         7964.56   (f) ADJ UNCH    2 0
 DS0184
 DS0184.Superseded values are not recommended for survey control.
 DS0184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0184.See file dsdata.txt to determine how the superseded data were derived.
 DS0184
 DS0184_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT735341(NAD 83)
 DS0184_MARKER: DR = REFERENCE MARK DISK
 DS0184_SETTING: 66 = SET IN ROCK OUTCROP
 DS0184_SP_SET: ROCK CLIFF
 DS0184_STAMPING: ATOM INST. HAFB NO 2 1952
 DS0184_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DS0184+STABILITY: POSITION/ELEVATION WELL
 DS0184
 DS0184  HISTORY     - Date     Condition        Report By
 DS0184  HISTORY     - 1952     MONUMENTED       CGS
 DS0184  HISTORY     - 1969     GOOD             NGS
 DS0184
 DS0184                          STATION DESCRIPTION
 DS0184
 DS0184'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 DS0184'31.75 MI NW FROM OSCURO.
 DS0184'ABOUT 7.75 MILES NORTHWEST ALONG WHITE SANDS MISSILE RANGE ROUTE 12
 DS0184'FROM THE STORE AT OSCURO, THENCE 20.55 MILES NORTHWEST ALONG WHITE
 DS0184'SANDS MISSILE RANGE ROUTE 9, THENCE 2.75 MILES SOUTHWEST ALONG ROAD
 DS0184'NUMBER 332, THENCE 0.3 MILE NORTHWEST ALONG A GRAVELED ROAD, THENCE
 DS0184'0.3 MILE WEST ALONG A GRAVELED ROAD, IN SECTION 6, T 7 S, R 6 E, SET
 DS0184'IN THE TOP OF A ROCK CLIFF, 39 1/2 FEET SOUTHEAST OF THE SOUTH CORNER
 DS0184'OF BUILDING NUMBER 33150, 17 1/2 FEET WEST OF THE WEST CORNER OF THE
 DS0184'CONCRETE FOUNDATION FOR A RADAR SCREEN, AND 37.4 FEET NORTHWEST OF
 DS0184'TRIANGULATION STATION ATOM 1951 (HAFB).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC7040 ***********************************************************************
 AC7040  SACS        -  This is a Secondary Airport Control Station.
 AC7040  DESIGNATION -  ATS A
 AC7040  PID         -  AC7040
 AC7040  STATE/COUNTY-  NM/EDDY
 AC7040  USGS QUAD   -  ARTESIA (1975)
 AC7040
 AC7040                         *CURRENT SURVEY CONTROL
 AC7040  ___________________________________________________________________
 AC7040* NAD 83(1992)-  32 50 47.90832(N)    104 28 32.90408(W)     ADJUSTED  
 AC7040* NAVD 88     -      1079.53   (meters)    3541.8    (feet)  GPS OBS   
 AC7040  ___________________________________________________________________
 AC7040  X           -  -1,340,996.994 (meters)                     COMP
 AC7040  Y           -  -5,194,297.768 (meters)                     COMP
 AC7040  Z           -   3,440,255.191 (meters)                     COMP
 AC7040  LAPLACE CORR-          -2.01  (seconds)                    DEFLEC99
 AC7040  ELLIP HEIGHT-        1056.45  (meters)          (08/10/01) GPS OBS
 AC7040  GEOID HEIGHT-         -23.07  (meters)                     GEOID03
 AC7040
 AC7040  HORZ ORDER  -  FIRST
 AC7040  ELLP ORDER  -  THIRD     CLASS II
 AC7040
 AC7040.This mark is at Artesia Airport (ATS)
 AC7040
 AC7040.The horizontal coordinates were established by GPS observations
 AC7040.and adjusted by the National Geodetic Survey in March 1997..
 AC7040
 AC7040.The orthometric height was determined by GPS observations and a
 AC7040.high-resolution geoid model.
 AC7040
 AC7040.GPS derived orthometric heights for airport stations designated as
 AC7040.PACS or SACS are published to 2 decimal places.  This maintains
 AC7040.centimeter relative accuracy between the PACS and SACS.  It does
 AC7040.not indicate centimeter accuracy relative to other marks which are
 AC7040.part of the NAVD 88 network.
 AC7040
 AC7040.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7040
 AC7040.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC7040
 AC7040.The ellipsoidal height was determined by GPS observations
 AC7040.and is referenced to NAD 83.
 AC7040
 AC7040.The geoid height was determined by GEOID03.
 AC7040
 AC7040;                    North         East     Units Scale Factor Converg.
 AC7040;SPC NM E     -   204,756.133   151,663.627   MT  0.99991128   -0 04 38.2
 AC7040;SPC NM E     -   671,770.75    497,583.08   sFT  0.99991128   -0 04 38.2
 AC7040;UTM  13      - 3,634,407.491   549,052.779   MT  0.99962967   +0 17 03.6
 AC7040
 AC7040!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7040!SPC NM E     -   0.99983416  x   0.99991128  =   0.99974546
 AC7040!UTM  13      -   0.99983416  x   0.99962967  =   0.99946389
 AC7040
 AC7040                          SUPERSEDED SURVEY CONTROL
 AC7040
 AC7040  ELLIP H (03/20/97) 1056.47   (m)                       GP(       ) 3 1
 AC7040
 AC7040.Superseded values are not recommended for survey control.
 AC7040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7040.See file dsdata.txt to determine how the superseded data were derived.
 AC7040
 AC7040_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES4905334407(NAD 83)
 AC7040_MARKER: DD = SURVEY DISK
 AC7040_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AC7040_STAMPING: ATS A 1996
 AC7040_MARK LOGO: NGS   
 AC7040_PROJECTION: FLUSH
 AC7040_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AC7040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC7040+STABILITY: SURFACE MOTION
 AC7040_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7040+SATELLITE: SATELLITE OBSERVATIONS - April 04, 1997
 AC7040_ROD/PIPE-DEPTH: 1.0  meters
 AC7040
 AC7040  HISTORY     - Date     Condition        Report By
 AC7040  HISTORY     - 1996     MONUMENTED       CHANCE
 AC7040  HISTORY     - 19970404 GOOD             NGS
 AC7040
 AC7040                          STATION DESCRIPTION
 AC7040
 AC7040'DESCRIBED BY JE CHANCE AND ASSOCIATES 1996 (SC)
 AC7040'THE STATION IS LOCATED APPROXIMATELY 5.5 KM (3.40 MI) WEST-NORTHWEST
 AC7040'OF THE CITY OF ARTESIA AT THE ARTESIA MUNICIPAL AIRPORT.  OWNERSHIP --
 AC7040'CITY OF ARTESIA, BOB BISHOP - AIRPORT MANAGER, PHONE (505) 746-4612 TO
 AC7040'REACH THE STATION FROM THE JUNCTION OF US HIGHWAYS 285 AND 82 IN
 AC7040'ARTESIA, PROCEED WEST ON US HIGHWAY 82 FOR 5.45 KM (3.40 MI) TO THE
 AC7040'JUNCTION WITH THE AIRPORT ROAD ON THE RIGHT.  TRUN RIGHT AND GO NORTH
 AC7040'ON THE AIRPORT ROAD FOR 1.45 KM (0.90 MI) TO THE TERMINAL BUILDING AND
 AC7040'GATE JUST SOUTH OF THE TERMINAL.  PASS THROUGH GATE AND PROCEED
 AC7040'SOUTHEAST ACROSS APRON AND ALONG TAXIWAY FOR 1.0 KM (0.60 MI) TO THE
 AC7040'JUNCTION WITH THE EAST-WEST TAXIWAY (ABANDONED RUNWAY) .  TURN RIGHT
 AC7040'AND GO WEST ALONG THE EAST-WEST TAXIWAY FOR 1.75 KM (1.10 MI) CROSSING
 AC7040'THE OVERRUN AT THE APPROACH END OF RUNWAY 30 TO THE JUNCTION WITH THE
 AC7040'OVERRUN AT THE APPROACH END OF RUNWAY 3.  TURN RIGHT AND GO NORTH FOR
 AC7040'0.15 KM (0.10 MI) CROSSING THE OVERRUN TO THE STATION NORTHWEST OF THE
 AC7040'APPROACH END OF RUNWAY 3 THE STATION IS THE CENTER OF A 5 CM SURVEY
 AC7040'DISK SET INTO THE TOP OF A 1.0 M (3.3 FT) LONG FENO PIPE, RECESSED 8
 AC7040'CM BELOW GROUND LEVEL AND ENCASED IN A 12.7 CM DIA PVC PIPE WITH NGS
 AC7040'LOGO CAP SURROUNDED BY CONCRETE.  THE LOGO CAP AND CONCRETE ARE SET
 AC7040'FLUSH WITH THE GROUND. THREE CIRCULAR ANCHOR PRONGS EXTEND FROM THE
 AC7040'BOTTOM OF THE PIPE.  THE STATION IS LOCATED 71.60 M (234.91 FT)
 AC7040'NORTH-NORTHWEST OF THE NORTHWEST EDGE OF RUNWAY 3-21, 62.50 M (205.05
 AC7040'FT) NORTH-NORTHWEST OF THE NORTHWESTERNMOST THRESHOLD LIGHT, 90.80 M
 AC7040'(297.90 FT) WEST-NORTHWEST OF THE FIRST RUNWAY LIGHT (NO.  74)
 AC7040'NORTHEAST OF THE APPROACH END OF RUNWAY 3, AND 114.0 M (374.0 FT)
 AC7040'NORTH-NORTHEAST OF THE NORTHWEST CORNER OF THE INTERSECTION OF THE
 AC7040'EAST-WEST TAXIWAY AND THE OVERRUN AT THE APPROACH END OF RUNWAY 3 THE
 AC7040'STATION IS DESIGNATED AS A SECONDARY AIRPORT CONTROL STATION (SACS) -
 AC7040'NEW MEXICO ANA SURVEYS 1996
 AC7040
 AC7040                          STATION RECOVERY (1997)
 AC7040
 AC7040'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 AC7040'THE STATION IS LOCATED APPROXIMATELY 5.5 KM (3.40 MI) WEST-NORTHWEST
 AC7040'OF THE CITY OF ARTESIA AT THE ARTESIA MUNICIPAL AIRPORT.  OWNERSHIP --
 AC7040'CITY OF ARTESIA, BOB BISHOP - AIRPORT MANAGER, AIRPORT PHONE (505)
 AC7040'748-3206, CITY HALL PHONE (505) 746-4612.  TO REACH THE STATION FROM
 AC7040'THE JUNCTION OF US HIGHWAYS 285 AND 82 IN ARTESIA, PROCEED WEST ON US
 AC7040'HIGHWAY 82 FOR 5.45 KM (3.40 MI) TO THE JUNCTION WITH THE AIRPORT ROAD
 AC7040'ON THE RIGHT.  TURN RIGHT AND GO NORTH ON THE AIRPORT ROAD FOR 1.45 KM
 AC7040'(0.90 MI) TO THE TERMINAL BUILDING AND GATE JUST SOUTH OF THE
 AC7040'TERMINAL.  PASS THROUGH GATE AND PROCEED SOUTHEAST ACROSS APRON AND
 AC7040'ALONG TAXIWAY FOR 1.0 KM (0.60 MI) TO THE JUNCTION WITH THE EAST-WEST
 AC7040'TAXIWAY (ABANDONED RUNWAY) .  TURN RIGHT AND GO WEST ALONG THE
 AC7040'EAST-WEST TAXIWAY FOR 1.75 KM (1.10 MI) CROSSING THE OVERRUN AT THE
 AC7040'APPROACH END OF RUNWAY 30 TO THE JUNCTION WITH THE OVERRUN AT THE
 AC7040'APPROACH END OF RUNWAY 3.  TURN RIGHT AND GO NORTH FOR 0.15 KM (0.10
 AC7040'MI) CROSSING THE OVERRUN TO THE STATION NORTHWEST OF THE APPROACH END
 AC7040'OF RUNWAY 3 AND IN LINE WITH THE PAINTED RUNWAY THRESHOLD BAR.  THE
 AC7040'STATION IS THE CENTER OF A 5 CM SURVEY DISK SET INTO THE TOP OF A 1.0
 AC7040'M (3.3 FT) LONG FENO PIPE, RECESSED 8 CM BELOW GROUND LEVEL AND
 AC7040'ENCASED IN A 12.7 CM DIA PVC PIPE WITH NGS LOGO CAP SURROUNDED BY
 AC7040'CONCRETE.  THE LOGO CAP AND CONCRETE ARE SET FLUSH WITH THE GROUND.
 AC7040'THREE CIRCULAR ANCHOR PRONGS EXTEND FROM THE BOTTOM OF THE PIPE.  THE
 AC7040'STATION IS LOCATED 71.60 M (234.91 FT) NORTH-NORTHWEST OF THE
 AC7040'NORTHWEST EDGE OF RUNWAY 3-21, 62.50 M (205.05 FT) NORTH-NORTHWEST OF
 AC7040'THE NORTHWESTERNMOST THRESHOLD LIGHT, 90.80 M (297.90 FT)
 AC7040'WEST-NORTHWEST OF THE FIRST RUNWAY LIGHT (NO.  74) NORTHEAST OF THE
 AC7040'APPROACH END OF RUNWAY 3, AND 114.0 M (374.0 FT) NORTH-NORTHEAST OF
 AC7040'THE NORTHWEST CORNER OF THE INTERSECTION OF THE EAST-WEST TAXIWAY AND
 AC7040'THE OVERRUN AT THE APPROACH END OF RUNWAY 3 THE STATION IS DESIGNATED
 AC7040'AS A SECONDARY AIRPORT CONTROL STATION (SACS) - NEW MEXICO ANA SURVEYS
 AC7040'1996.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0990 ***********************************************************************
 EQ0990  DESIGNATION -  ATT 5 MI W LOS LUNAS
 EQ0990  PID         -  EQ0990
 EQ0990  STATE/COUNTY-  NM/VALENCIA
 EQ0990  USGS QUAD   -  DALIES (1991)
 EQ0990
 EQ0990                         *CURRENT SURVEY CONTROL
 EQ0990  ___________________________________________________________________
 EQ0990* NAD 83(1992)-  34 47 51.49963(N)    106 49 12.22263(W)     ADJUSTED  
 EQ0990* NAVD 88     -                                                        
 EQ0990  ___________________________________________________________________
 EQ0990  LAPLACE CORR-           0.24  (seconds)                    DEFLEC99
 EQ0990  GEOID HEIGHT-         -21.88  (meters)                     GEOID03
 EQ0990
 EQ0990  HORZ ORDER  -  THIRD
 EQ0990
 EQ0990.The horizontal coordinates were established by classical geodetic methods
 EQ0990.and adjusted by the National Geodetic Survey in December 1993..
 EQ0990
 EQ0990
 EQ0990.The Laplace correction was computed from DEFLEC99 derived deflections.
 EQ0990
 EQ0990.The geoid height was determined by GEOID03.
 EQ0990
 EQ0990;                    North         East     Units Scale Factor Converg.
 EQ0990;SPC NM C     -   421,274.858   447,837.220   MT  0.99993353   -0 19 31.2
 EQ0990;SPC NM C     - 1,382,132.60  1,469,279.28   sFT  0.99993353   -0 19 31.2
 EQ0990;SPC NM W     -   421,601.704   922,720.820   MT  1.00002259   +0 34 41.9
 EQ0990;SPC NM W     - 1,383,204.92  3,027,293.22   sFT  1.00002259   +0 34 41.9
 EQ0990;UTM  13      - 3,852,111.840   333,498.656   MT  0.99994169   -1 02 20.1
 EQ0990
 EQ0990                          SUPERSEDED SURVEY CONTROL
 EQ0990
 EQ0990  NAD 83(1986)-  34 47 51.50411(N)    106 49 12.22241(W) AD(       ) 4
 EQ0990  NAD 27      -  34 47 51.30400(N)    106 49 10.11700(W) AD(       ) 3
 EQ0990
 EQ0990.Superseded values are not recommended for survey control.
 EQ0990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0990.See file dsdata.txt to determine how the superseded data were derived.
 EQ0990
 EQ0990_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU3349952112(NAD 83)
 EQ0990_MARKER: 45 = MICROWAVE TOWER
 EQ0990
 EQ0990  HISTORY     - Date     Condition        Report By
 EQ0990  HISTORY     - 1958     FIRST OBSERVED   CGS
 EQ0990
 EQ0990                          STATION DESCRIPTION
 EQ0990
 EQ0990'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RLE)
 EQ0990'THE STATION IS LOCATED ABOUT 9 MILES NORTH-NORTHWEST OF BELEN
 EQ0990'AND 5 MILES WEST-SOUTHWEST OF LOS LUNAS.  IT IS A STANDARD
 EQ0990'MICROWAVE TOWER WITH 4 REFLECTORS ON TOP.  THE OVERALL HEIGHT IS
 EQ0990'195 FEET.
 EQ0990'
 EQ0990'THE POINT INTERSECTED WAS THE TOP AND CENTER.
 EQ0990'
 EQ0990'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 85 AND
 EQ0990'STATE HIGHWAY 6 IN LOS LUNAS GO WEST ON HIGHWAY 6 FOR 5.4 MILES
 EQ0990'TO A SIDE ROAD LEFT.  TURN LEFT ON THE SIDE ROAD AND GO 1.9
 EQ0990'MILES TO THE STATION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM1030 ***********************************************************************
 FM1030  DESIGNATION -  ATT MICROWAVE RELAY TOWER
 FM1030  PID         -  FM1030
 FM1030  STATE/COUNTY-  NM/QUAY
 FM1030  USGS QUAD   -  QUEMADO HILLS (1968)
 FM1030
 FM1030                         *CURRENT SURVEY CONTROL
 FM1030  ___________________________________________________________________
 FM1030* NAD 83(1992)-  35 07 17.92399(N)    103 56 25.84760(W)     ADJUSTED  
 FM1030* NAVD 88     -                                                        
 FM1030  ___________________________________________________________________
 FM1030  LAPLACE CORR-          -2.19  (seconds)                    DEFLEC99
 FM1030  GEOID HEIGHT-         -23.06  (meters)                     GEOID03
 FM1030
 FM1030  HORZ ORDER  -  THIRD
 FM1030
 FM1030.The horizontal coordinates were established by classical geodetic methods
 FM1030.and adjusted by the National Geodetic Survey in December 1993..
 FM1030
 FM1030
 FM1030.The Laplace correction was computed from DEFLEC99 derived deflections.
 FM1030
 FM1030.The geoid height was determined by GEOID03.
 FM1030
 FM1030;                    North         East     Units Scale Factor Converg.
 FM1030;SPC NM E     -   457,143.197   200,803.519   MT  0.99992488   +0 13 33.6
 FM1030;SPC NM E     - 1,499,810.64    658,802.88   sFT  0.99992488   +0 13 33.6
 FM1030;UTM  13      - 3,887,046.773   596,538.500   MT  0.99971486   +0 36 34.5
 FM1030
 FM1030                          SUPERSEDED SURVEY CONTROL
 FM1030
 FM1030  NAD 83(1986)-  35 07 17.93323(N)    103 56 25.84249(W) AD(       ) 4
 FM1030  NAD 27      -  35 07 17.72300(N)    103 56 23.93300(W) AD(       ) 3
 FM1030
 FM1030.Superseded values are not recommended for survey control.
 FM1030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM1030.See file dsdata.txt to determine how the superseded data were derived.
 FM1030
 FM1030_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEU9653887047(NAD 83)
 FM1030_MARKER: 45 = MICROWAVE TOWER
 FM1030
 FM1030  HISTORY     - Date     Condition        Report By
 FM1030  HISTORY     - 1960     FIRST OBSERVED   CGS
 FM1030  HISTORY     - 19960623 GOOD             USPSQD
 FM1030
 FM1030                          STATION DESCRIPTION
 FM1030
 FM1030'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (HWK)
 FM1030'THE STATION IS THE LIGHT ATOP THE TOWER WHICH IS LOCATED 13
 FM1030'MILES WEST OF TUCUMCARI, 7 MILES EAST OF MONTOYA AND ON A LOW
 FM1030'HILL ALONG THE SOUTH SIDE OF U.S. HIGHWAY 66.
 FM1030'
 FM1030'THE TOWER IS A FOUR LEGGED STEEL STRUCTURE PAINTED IN ALTERNATE
 FM1030'COLORS OF RED AND WHITE AND IS 225 FEET HIGH.
 FM1030
 FM1030                          STATION RECOVERY (1996)
 FM1030
 FM1030'RECOVERY NOTE BY US POWER SQUADRON 1996
 FM1030'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1533 ***********************************************************************
 CX1533  DESIGNATION -  AUBREY
 CX1533  PID         -  CX1533
 CX1533  STATE/COUNTY-  NM/OTERO
 CX1533  USGS QUAD   -  OROGRANDE NORTH (1994)
 CX1533
 CX1533                         *CURRENT SURVEY CONTROL
 CX1533  ___________________________________________________________________
 CX1533* NAD 83(1992)-  32 29 56.28128(N)    106 06 59.27333(W)     ADJUSTED  
 CX1533* NAVD 88     -      1461.61   (+/-2cm)    4795.3    (feet)  VERTCON   
 CX1533  ___________________________________________________________________
 CX1533  LAPLACE CORR-           4.06  (seconds)                    DEFLEC99
 CX1533  GEOID HEIGHT-         -23.03  (meters)                     GEOID03
 CX1533
 CX1533  HORZ ORDER  -  FIRST
 CX1533  VERT ORDER  -  THIRD ? (See Below)
 CX1533
 CX1533.The horizontal coordinates were established by classical geodetic methods
 CX1533.and adjusted by the National Geodetic Survey in December 1993..
 CX1533
 CX1533.The NAVD 88 height was computed by applying the VERTCON shift value to
 CX1533.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CX1533.The vertical order pertains to the NGVD 29 superseded value.
 CX1533
 CX1533.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1533
 CX1533.The geoid height was determined by GEOID03.
 CX1533
 CX1533;                    North         East     Units Scale Factor Converg.
 CX1533;SPC NM C     -   166,200.392   512,548.098   MT  0.99990194   +0 04 18.3
 CX1533;SPC NM C     -   545,275.79  1,681,584.88   sFT  0.99990194   +0 04 18.3
 CX1533;UTM  13      - 3,596,293.690   395,116.196   MT  0.99973565   -0 35 59.7
 CX1533
 CX1533!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1533!SPC NM C     -   0.99977418  x   0.99990194  =   0.99967614
 CX1533!UTM  13      -   0.99977418  x   0.99973565  =   0.99950989
 CX1533
 CX1533|---------------------------------------------------------------------|
 CX1533| PID    Reference Object                     Distance      Geod. Az  |
 CX1533|                                                           dddmmss.s |
 CX1533| CC5988 AUBREY RM 1                           7.296 METERS 08254     |
 CX1533| CX1531 AMRAD AZ MK                           7.713 METERS 15931     |
 CX1533| CX1532 RAMPART TOWER AZ MK                   8.087 METERS 16138     |
 CX1533| CX0274 JAR                                 APPROX. 3.7 KM 3173109.1 |
 CX1533|---------------------------------------------------------------------|
 CX1533
 CX1533                          SUPERSEDED SURVEY CONTROL
 CX1533
 CX1533  NAD 83(1986)-  32 29 56.28900(N)    106 06 59.27274(W) AD(       ) 1
 CX1533  NAD 27      -  32 29 55.95133(N)    106 06 57.32073(W) AD(       ) 1
 CX1533  NGVD 29 (07/19/86) 1461.03   (m)         4793.4    (f) LEVELING    3  
 CX1533
 CX1533.Superseded values are not recommended for survey control.
 CX1533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1533.See file dsdata.txt to determine how the superseded data were derived.
 CX1533
 CX1533_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR9511696294(NAD 83)
 CX1533_MARKER: DS = TRIANGULATION STATION DISK
 CX1533_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX1533
 CX1533  HISTORY     - Date     Condition        Report By
 CX1533  HISTORY     - 1965     MONUMENTED       CGS
 CX1533  HISTORY     - 1969     GOOD             CGS
 CX1533
 CX1533                          STATION DESCRIPTION
 CX1533
 CX1533'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (WRH)
 CX1533'STATION IS LOCATED ABOUT 21.0 MILES EAST NORTHEAST OF WHITE SANDS
 CX1533'MISSILE RANGE HEADQUARTERS, 11.0 MILES NORTH NORTHWEST OF ORO
 CX1533'GRANDE, 6.0 MILES WEST OF U. S. HIGHWAY 54 AND 1.0 MILE EAST OF THE
 CX1533'EASTERN BOUNDARY OF THE WHITE SANDS MISSILE RANGE ON A SHARP
 CX1533'PEAKED HILL WITH A STEEL BORESIGHT ON IT.
 CX1533'
 CX1533'STATION IS REACHED AS FOLLOWS--FROM WHITE SANDS MISSILE RANGE
 CX1533'HEADQUARTERS GO EAST, ON WSMR ROUTE 2, FOR 5.5 MILES TO A FORK.
 CX1533'TAKE RIGHT FORK AND FOLLOW WSMR ROUTE 2, EASTERLY, 15.2 MILES TO A
 CX1533'GRAVELED ROAD ON THE LEFT.  (THIS IS ABOUT 0.2 MILE WEST OF
 CX1533'THE EAST MILITARY GUARD GATE.) TURN LEFT AND FOLLOW GRAVELED
 CX1533'ROAD, NORTHERLY, 8.0 MILES TO A GUARD SHACK AT CROSSROAD.
 CX1533'TURN RIGHT AND GO EAST, ON A GRAVELED ROAD, 0.4 MILE TO A DIRT ROAD
 CX1533'ON THE RIGHT.  TURN RIGHT AND FOLLOW DIRT ROAD, SOUTH, 0.1 MILE TO A
 CX1533'FORK.  TAKE LEFT FORK, UPHILL, 1.0 MILE TO SUMMIT AND STATION.
 CX1533'
 CX1533'STATION, STAMPED AUBREY 1964, IS A STANDARD USC AND GS BRONZE DISK
 CX1533'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 CX1533'ABOUT 10-INCHES ABOVE THE GROUND.  IT IS 24.0 FEET NORTHWEST OF THE
 CX1533'NORTH LEG OF STEEL TOWER AND 10.0 FEET SOUTH OF THE NORTH EDGE OF
 CX1533'HILL.
 CX1533'
 CX1533'R. M. NO 1, STAMPED AUBREY NO 1 1964, IS A STANDARD USC AND GS BRONZE
 CX1533'DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT PROJECTS
 CX1533'ABOUT 6-INCHES ABOVE THE GROUND.  IT IS 24.5 FEET NORTH NORTHEAST
 CX1533'OF THE NORTH LEG OF STEEL TOWER AND 14.0 FEET SOUTH OF THE NORTH
 CX1533'EDGE OF THE HILL.
 CX1533'
 CX1533'WSPG AZIMUTH MARK (R. M. NO 2), STAMPED BORESIGHT AZ, IS A STANDARD
 CX1533'WSPG AZIMUTH MARK DISK SET IN THE TOP OF A 6-INCH CONCRETE CYLINDER
 CX1533'THAT PROJECTS ABOUT 6-INCHES ABOVE THE GROUND.  IT IS 8.8 FEET
 CX1533'NORTH OF THE SOUTHWEST LEG OF THE STEEL TOWER, 6.6 FEET SOUTHWEST
 CX1533'OF THE NORTHWEST LEG OF THE STEEL TOWER AND ABOUT THE SAME
 CX1533'ELEVATION AS THE STATION.
 CX1533'
 CX1533'WSPG AZIMUTH MARK (R. M. NO 3), STAMPED RAMPART TOWER, IS A STANDARD
 CX1533'WSPG AZIMUTH MARK DISK SET IN THE TOP OF A 6-INCH CONCRETE CYLINDER
 CX1533'THAT PROJECTS ABOUT 4-INCHES ABOVE THE GROUND.  IT IS 7.9 FEET
 CX1533'SOUTHWEST OF THE NORTHWEST LEG OF THE STEEL TOWER AND 7.0 FEET
 CX1533'NORTH OF THE SOUTHWEST LEG OF THE STEEL TOWER.
 CX1533'
 CX1533'HEIGHT OF LIGHT ABOVE STATION MARK 1.1 METERS.
 CX1533
 CX1533                          STATION RECOVERY (1969)
 CX1533
 CX1533'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JCC)
 CX1533'THE STATION AND ALL REFERENCE MARKS WERE RECOVERED AS DESCRIBED AND
 CX1533'ARE IN GOOD CONDITION.  THE DISTANCES TO ALL THE REFERENCE MARKS
 CX1533'WERE VERIFIED.  THE DIRECTIONS COULD NOT BE VERIFIED BECAUSE OF A
 CX1533'RADAR VAN ON LINE.
 CX1533'
 CX1533'DUE TO CHANGES IN THE ROADS, A NEW TO REACH FOLLOWS.
 CX1533'
 CX1533'TO REACH THE STATION FROM THE WHITE SANDS MISSILE RANGE
 CX1533'HEADQUARTERS BUILDING, GO EAST ON NIKE AVENUE (WSMR RTE. 2) FOR
 CX1533'20.65 MILES TO A PAVED SIDE ROAD ON THE LEFT WHICH IS APPROXIMATELY
 CX1533'125 YARDS WEST OF A SECURITY CHECK POINT (OROGRANDE ENTRANCE TO
 CX1533'WHITE SANDS MISSILE RANGE).  TURN LEFT AND GO NORTH ON THE PAVED
 CX1533'ROAD FOR 7.05 MILES TO A CROSSROAD AND ANOTHER SECURITY CHECK
 CX1533'POINT.  TURN RIGHT AND GO EAST, CROSSING CATTLE GUARD, FOR 0.35
 CX1533'MILE TO A DIRT ROAD ON THE RIGHT.  TURN RIGHT ON THE DIRT ROAD
 CX1533'FOR 0.05 MILE TO A FORK.  BEAR LEFT AND GO EASTERLY AND THEN
 CX1533'SOUTHERLY ON THE DIRT ROAD UP THE MOUNTAIN FOR 1.75 MILES TO THE
 CX1533'TOP AND THE STATION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0160 ***********************************************************************
 DS0160  DESIGNATION -  AUDREY
 DS0160  PID         -  DS0160
 DS0160  STATE/COUNTY-  NM/LINCOLN
 DS0160  USGS QUAD   -  BULL GAP (1981)
 DS0160
 DS0160                         *CURRENT SURVEY CONTROL
 DS0160  ___________________________________________________________________
 DS0160* NAD 83(1992)-  33 34 26.17086(N)    106 07 01.62777(W)     ADJUSTED  
 DS0160* NAVD 88     -      1432.891  (meters)    4701.08   (feet)  ADJUSTED  
 DS0160  ___________________________________________________________________
 DS0160  LAPLACE CORR-           5.41  (seconds)                    DEFLEC99
 DS0160  GEOID HEIGHT-         -21.29  (meters)                     GEOID03
 DS0160  DYNAMIC HT  -        1430.845 (meters)    4694.36  (feet)  COMP
 DS0160  MODELED GRAV-     979,158.9   (mgal)                       NAVD 88
 DS0160
 DS0160  HORZ ORDER  -  FIRST
 DS0160  VERT ORDER  -  SECOND    CLASS 0
 DS0160
 DS0160.The horizontal coordinates were established by classical geodetic methods
 DS0160.and adjusted by the National Geodetic Survey in December 1993..
 DS0160
 DS0160.The orthometric height was determined by differential leveling
 DS0160.and adjusted by the National Geodetic Survey in June 1991..
 DS0160
 DS0160.The Laplace correction was computed from DEFLEC99 derived deflections.
 DS0160
 DS0160.The geoid height was determined by GEOID03.
 DS0160
 DS0160.The dynamic height is computed by dividing the NAVD 88
 DS0160.geopotential number by the normal gravity value computed on the
 DS0160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0160.degrees latitude (g = 980.6199 gals.).
 DS0160
 DS0160.The modeled gravity was interpolated from observed gravity values.
 DS0160
 DS0160;                    North         East     Units Scale Factor Converg.
 DS0160;SPC NM C     -   285,408.126   512,335.920   MT  0.99990188   +0 04 24.5
 DS0160;SPC NM C     -   936,376.49  1,680,888.76   sFT  0.99990188   +0 04 24.5
 DS0160;UTM  13      - 3,715,475.509   396,321.727   MT  0.99973252   -0 37 04.2
 DS0160
 DS0160!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS0160!SPC NM C     -   0.99977844  x   0.99990188  =   0.99968034
 DS0160!UTM  13      -   0.99977844  x   0.99973252  =   0.99951102
 DS0160
 DS0160|---------------------------------------------------------------------|
 DS0160| PID    Reference Object                     Distance      Geod. Az  |
 DS0160|                                                           dddmmss.s |
 DS0160| DS0159 AUDREY RM 1                          26.078 METERS 23218     |
 DS0160| DS0158 AUDREY AZ MK                                       2815919.6 |
 DS0160| DS0161 AUDREY RM 2                          15.090 METERS 33206     |
 DS0160|---------------------------------------------------------------------|
 DS0160
 DS0160                          SUPERSEDED SURVEY CONTROL
 DS0160
 DS0160  NAD 83(1986)-  33 34 26.17786(N)    106 07 01.63040(W) AD(       ) 1
 DS0160  NAD 27      -  33 34 25.90768(N)    106 06 59.64664(W) AD(       ) 1
 DS0160  NGVD 29 (??/??/92) 1432.245  (m)         4698.96   (f) ADJ UNCH    2 0
 DS0160
 DS0160.Superseded values are not recommended for survey control.
 DS0160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0160.See file dsdata.txt to determine how the superseded data were derived.
 DS0160
 DS0160_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT9632215476(NAD 83)
 DS0160_MARKER: DS = TRIANGULATION STATION DISK
 DS0160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0160_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0160_STAMPING: AUDREY 1966
 DS0160_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0160+STABILITY: SURFACE MOTION
 DS0160
 DS0160  HISTORY     - Date     Condition        Report By
 DS0160  HISTORY     - 1967     MONUMENTED       CGS
 DS0160  HISTORY     - 1968     GOOD             CGS
 DS0160  HISTORY     - 1969     GOOD             CGS
 DS0160  HISTORY     - 1969     GOOD             NGS
 DS0160
 DS0160                          STATION DESCRIPTION
 DS0160
 DS0160'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (JWC)
 DS0160'THE STATION IS ABOUT 14 MILES SOUTHWEST OF CARRIZOZO, 12-1/2 MILES
 DS0160'NORTH OF THE LINCOLN-OTERO COUNTY LINE, 7 MILES NORTHWEST OF OSCURO
 DS0160'AND ON A SMALL SQUARE MOUND OF DIRT THAT IS IN THE MIDDLE OF A
 DS0160'GRAVELED ROAD.
 DS0160'
 DS0160'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 54 AND 70
 DS0160'AT THE NORTH EDGE OF TULAROSA, GO NORTH ON U.S. HIGHWAY 54 FOR 16.7
 DS0160'MILES TO THREE RIVERS, CONTINUE NORTH FOR 11.0 MILES TO A GRAVELED
 DS0160'SIDE ROAD ON THE LEFT AT OSCURO.  TURN LEFT AND GO WEST ON THE
 DS0160'GRAVELED ROAD FOR 5.95 MILES TO A LOCKED GATE.  (FOR THE
 DS0160'COMBINATION TO THE GATE, SEE HEADQUARTERS).  PASS THROUGH THE
 DS0160'GATE AND CONTINUE WEST FOR 0.7 MILES TO A SIDE ROAD ON THE RIGHT
 DS0160'AT A GUARD SHACK.  TURN RIGHT AND GO NORTH ON A GRAVELED ROAD
 DS0160'FOR 4.7 MILES TO A SIDE ROAD ON THE RIGHT.  TURN RIGHT AND GO
 DS0160'EAST ON A GRAVELED ROAD FOR 2.0 MILES TO THE AZIMUTH MARK ON
 DS0160'THE RIGHT, SOUTH SIDE OF THE ROAD.  CONTINUE EAST FOR 0.45 MILE TO
 DS0160'THE STATION IN THE CENTER OF THE ROAD.
 DS0160'
 DS0160'THE STATION MARK IS A STANDARD DISK STAMPED AUDREY 1966, SET IN THE
 DS0160'TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER THAT IS FLUSH
 DS0160'WITH THE SURFACE OF THE GROUND.  IT IS 86.5 FEET NORTHEAST OF THE
 DS0160'WITNESS POST AND 15.4 FEET WEST OF A 3-1/2 X 3-1/2 FOOT CONCRETE
 DS0160'SLAB.
 DS0160'
 DS0160'REFERENCE MARK 1 IS A STANDARD DISK STAMPED AUDREY NO 1 1966, SET IN
 DS0160'THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER THAT
 DS0160'PROJECTS 2 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 96 FEET
 DS0160'SOUTHWEST OF THE CONCRETE SLAB, 2.2 FEET EAST OF THE WITNESS POST
 DS0160'AND ABOUT 6 FEET LOWER THAN THE STATION MARK.  THE DISTANCE FROM
 DS0160'THE AXIS OF THE TELESCOPE IS 86.32 FEET OR 26.309 METERS.
 DS0160'
 DS0160'REFERENCE MARK 2 IS A STANDARD DISK STAMPED AUDREY NO 2 1966, SET IN
 DS0160'THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER THAT
 DS0160'PROJECTS 2 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 106 FEET
 DS0160'NORTH OF THE WITNESS POST, 61 FEET NORTHWEST OF THE CONCRETE SLAB
 DS0160'AND ABOUT 5 FEET LOWER THAN THE STATION MARK.  THE DISTANCE FROM
 DS0160'THE AXIS OF THE TELESCOPE IS 50.77 FEET OR 15.475 METERS.
 DS0160'
 DS0160'THE AZIMUTH MARK IS A STANDARD DISK STAMPED AUDREY 1966, SET IN THE
 DS0160'TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER THAT PROJECTS
 DS0160'2 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 34 FEET SOUTH OF
 DS0160'THE CENTERLINE OF THE GRAVELED ROAD AND 1.8 FEET EAST OF A WITNESS
 DS0160'POST.
 DS0160'
 DS0160'THE DISTANCE BETWEEN REFERENCE MARKS WAS NOT MEASURED DUE TO
 DS0160'OBSTRUCTIONS.
 DS0160
 DS0160                          STATION RECOVERY (1968)
 DS0160
 DS0160'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JBJ)
 DS0160'THE STATION MARK, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK WERE
 DS0160'RECOVERED AS DESCRIBED BY J.W. CARPENTER IN 1967.
 DS0160'
 DS0160'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7 MILES NORTHWEST
 DS0160'OF OSCURO.
 DS0160
 DS0160                          STATION RECOVERY (1969)
 DS0160
 DS0160'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JGC)
 DS0160'THE STATION MARK, STAMPED AUDREY 1966, IS ABOUT 7.05 MILES NORTHWEST
 DS0160'ALONG WHITE SANDS MISSILE RANGE ROUTE 12 FROM THE STORE AT OSCURO,
 DS0160'THENCE 4.8 MILES NORTH ALONG WHITE SANDS MISSILE RANGE ROUTE 11,
 DS0160'THENCE 2.5 MILES EAST ALONG ROAD NUMBER 336, IN SECTION 28, T 8 S,
 DS0160'R 8 E, 0.45 MILE WEST OF THE EAST END OF THE ROAD, IN THE CENTER
 DS0160'OF A 6-FOOT HIGH MOUND IN THE CENTER OF THE ROAD, 49.8 FEET
 DS0160'SOUTHEAST OF RM 2, 86 FEET NORTHEAST OF RM 1, AND SET IN THE TOP
 DS0160'OF A CONCRETE POST WHICH IS LEVEL WITH THE SURFACE OF THE
 DS0160'GROUND.
 DS0160'
 DS0160'RM 1, STAMPED AUDREY NO 1 1966, IS 86 FEET SOUTHWEST OF THE STATION
 DS0160'MARK, 70 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 2.0 FEET EAST OF
 DS0160'A METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE ROAD,
 DS0160'AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 3 INCHES
 DS0160'ABOVE THE SURFACE OF THE GROUND.
 DS0160'
 DS0160'RM 2, STAMPED AUDREY NO 2 1966, IS 49.8 FEET NORTHWEST OF THE
 DS0160'STATION MARK, 35 FEET NORTH OF THE CENTER LINE OF THE ROAD, ABOUT 2
 DS0160'FEET BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE
 DS0160'POST WHICH PROJECTS 3 INCHES ABOVE THE SURFACE OF THE GROUND.
 DS0160'
 DS0160'THE AZIMUTH MARK, STAMPED AUDREY 1966, IS 0.5 MILE WEST ALONG ROAD
 DS0160'NUMBER 336 FROM THE STATION MARK, 35 FEET SOUTH OF THE CENTER LINE
 DS0160'OF THE ROAD, 2.6 FEET EAST OF A METAL WITNESS POST, ABOUT 1 FOOT
 DS0160'BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 DS0160'WHICH PROJECTS 3 INCHES ABOVE THE SURFACE OF THE GROUND.
 DS0160'
 DS0160'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--14.35 MILES
 DS0160'NORTHWEST.
 DS0160
 DS0160                          STATION RECOVERY (1969)
 DS0160
 DS0160'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 DS0160'14.35 MI NW FROM OSCURO.
 DS0160'ABOUT 7.05 MILES NORTHWEST ALONG WHITE SANDS MISSILE RANGE ROUTE 12
 DS0160'FROM THE STORE AT OSCURO, THENCE 4.8 MILES NORTH ALONG WHITE SANDS
 DS0160'MISSILE RANGE ROUTE 11, THENCE 2.5 MILES EAST ALONG ROAD NUMBER 336,
 DS0160'IN SECTION 28, T 8 S, R 8 E, 0.45 MILE WEST OF THE EAST END OF THE
 DS0160'ROAD, IN THE CENTER OF A 6-FOOT HIGH MOUND IN THE CENTER OF THE ROAD,
 DS0160'49.8 FEET SOUTHEAST OF AUDREY RM 2, 86.0 FEET NORTHEAST OF AUDREY RM
 DS0160'1, AND SET IN THE TOP OF A CONCRETE POST WHICH IS LEVEL WITH THE
 DS0160'SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0158 ***********************************************************************
 DS0158  DESIGNATION -  AUDREY AZ MK
 DS0158  PID         -  DS0158
 DS0158  STATE/COUNTY-  NM/LINCOLN
 DS0158  USGS QUAD   -  BULL GAP (1981)
 DS0158
 DS0158                         *CURRENT SURVEY CONTROL
 DS0158  ___________________________________________________________________
 DS0158* NAD 83(1986)-  33 34 31.     (N)    106 07 30.     (W)     SCALED    
 DS0158* NAVD 88     -      1435.605  (meters)    4709.98   (feet)  ADJUSTED  
 DS0158  ___________________________________________________________________
 DS0158  GEOID HEIGHT-         -21.32  (meters)                     GEOID03
 DS0158  DYNAMIC HT  -        1433.553 (meters)    4703.25  (feet)  COMP
 DS0158  MODELED GRAV-     979,157.9   (mgal)                       NAVD 88
 DS0158
 DS0158  VERT ORDER  -  SECOND    CLASS 0
 DS0158
 DS0158.The horizontal coordinates were scaled from a topographic map and have
 DS0158.an estimated accuracy of +/- 6 seconds.
 DS0158
 DS0158.The orthometric height was determined by differential leveling
 DS0158.and adjusted by the National Geodetic Survey in June 1991..
 DS0158
 DS0158.The geoid height was determined by GEOID03.
 DS0158
 DS0158.The dynamic height is computed by dividing the NAVD 88
 DS0158.geopotential number by the normal gravity value computed on the
 DS0158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0158.degrees latitude (g = 980.6199 gals.).
 DS0158
 DS0158.The modeled gravity was interpolated from observed gravity values.
 DS0158
 DS0158;                    North         East    Units  Estimated Accuracy
 DS0158;SPC NM C     -   285,560.      511,600.      MT  (+/- 180 meters Scaled)
 DS0158
 DS0158                          SUPERSEDED SURVEY CONTROL
 DS0158
 DS0158  NGVD 29 (??/??/92) 1434.952  (m)         4707.84   (f) ADJ UNCH    2 0
 DS0158
 DS0158.Superseded values are not recommended for survey control.
 DS0158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0158.See file dsdata.txt to determine how the superseded data were derived.
 DS0158
 DS0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT955156(NAD 83)
 DS0158_MARKER: DZ = AZIMUTH MARK DISK
 DS0158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0158_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0158_STAMPING: AUDREY 1966
 DS0158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0158+STABILITY: SURFACE MOTION
 DS0158
 DS0158  HISTORY     - Date     Condition        Report By
 DS0158  HISTORY     - 1966     MONUMENTED       CGS
 DS0158  HISTORY     - 1969     GOOD             NGS
 DS0158
 DS0158                          STATION DESCRIPTION
 DS0158
 DS0158'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 DS0158'13.85 MI NW FROM OSCURO.
 DS0158'ABOUT 7.05 MILES NORTHWEST ALONG WHITE SANDS MISSILE RANGE ROUTE 12
 DS0158'FROM THE STORE AT OSCURO, THENCE 4.8 MILES NORTH ALONG WHITE SANDS
 DS0158'MISSILE RANGE ROUTE 11, THENCE 2.0 MILES EAST ALONG ROAD NUMBER 336,
 DS0158'IN SECTION 29, T 8 S, R 8 E, 35 FEET SOUTH OF THE CENTER LINE OF THE
 DS0158'ROAD, 2.6 FEET EAST OF A METAL WITNESS POST, ABOUT 1 FOOT BELOW THE
 DS0158'LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST WHICH
 DS0158'PROJECTS 3 INCHES ABOVE THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0159 ***********************************************************************
 DS0159  DESIGNATION -  AUDREY RM 1
 DS0159  PID         -  DS0159
 DS0159  STATE/COUNTY-  NM/LINCOLN
 DS0159  USGS QUAD   -  BULL GAP (1981)
 DS0159
 DS0159                         *CURRENT SURVEY CONTROL
 DS0159  ___________________________________________________________________
 DS0159* NAD 83(1986)-  33 34 25.     (N)    106 07 03.     (W)     SCALED    
 DS0159* NAVD 88     -      1431.182  (meters)    4695.47   (feet)  ADJUSTED  
 DS0159  ___________________________________________________________________
 DS0159  GEOID HEIGHT-         -21.30  (meters)                     GEOID03
 DS0159  DYNAMIC HT  -        1429.138 (meters)    4688.76  (feet)  COMP
 DS0159  MODELED GRAV-     979,158.8   (mgal)                       NAVD 88
 DS0159
 DS0159  VERT ORDER  -  SECOND    CLASS 0
 DS0159
 DS0159.The horizontal coordinates were scaled from a topographic map and have
 DS0159.an estimated accuracy of +/- 6 seconds.
 DS0159
 DS0159.The orthometric height was determined by differential leveling
 DS0159.and adjusted by the National Geodetic Survey in June 1991..
 DS0159
 DS0159.The geoid height was determined by GEOID03.
 DS0159
 DS0159.The dynamic height is computed by dividing the NAVD 88
 DS0159.geopotential number by the normal gravity value computed on the
 DS0159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0159.degrees latitude (g = 980.6199 gals.).
 DS0159
 DS0159.The modeled gravity was interpolated from observed gravity values.
 DS0159
 DS0159;                    North         East    Units  Estimated Accuracy
 DS0159;SPC NM C     -   285,370.      512,300.      MT  (+/- 180 meters Scaled)
 DS0159
 DS0159                          SUPERSEDED SURVEY CONTROL
 DS0159
 DS0159  NGVD 29 (??/??/92) 1430.531  (m)         4693.33   (f) ADJ UNCH    2 0
 DS0159
 DS0159.Superseded values are not recommended for survey control.
 DS0159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0159.See file dsdata.txt to determine how the superseded data were derived.
 DS0159
 DS0159_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT962154(NAD 83)
 DS0159_MARKER: DR = REFERENCE MARK DISK
 DS0159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0159_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0159_STAMPING: AUDREY NO 1 1966
 DS0159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0159+STABILITY: SURFACE MOTION
 DS0159
 DS0159  HISTORY     - Date     Condition        Report By
 DS0159  HISTORY     - 1966     MONUMENTED       CGS
 DS0159  HISTORY     - 1969     GOOD             NGS
 DS0159
 DS0159                          STATION DESCRIPTION
 DS0159
 DS0159'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 DS0159'14.35 MI NW FROM OSCURO.
 DS0159'ABOUT 7.05 MILES NORTHWEST ALONG WHITE SANDS MISSILE RANGE ROUTE 12
 DS0159'FROM THE STORE AT OSCURO, THENCE 4.8 MILES NORTH ALONG WHITE SANDS
 DS0159'MISSILE RANGE ROUTE 11, THENCE 2.5 MILES EAST ALONG ROAD NUMBER 336,
 DS0159'IN SECTION 28, T 8 S, R 8 E, 0.45 MILE WEST OF THE EAST END OF THE
 DS0159'ROAD, 70 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 86 FEET SOUTHWEST
 DS0159'OF OF TRIANGULATION STATION AUDREY 1966, 2.0 FEET EAST OF A METAL
 DS0159'WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE ROAD, AND SET IN THE
 DS0159'TOP OF A CONCRETE POST WHICH PROJECTS 3 INCHES ABOVE THE SURFACE OF
 DS0159'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0161 ***********************************************************************
 DS0161  DESIGNATION -  AUDREY RM 2
 DS0161  PID         -  DS0161
 DS0161  STATE/COUNTY-  NM/LINCOLN
 DS0161  USGS QUAD   -  BULL GAP (1981)
 DS0161
 DS0161                         *CURRENT SURVEY CONTROL
 DS0161  ___________________________________________________________________
 DS0161* NAD 83(1986)-  33 34 27.     (N)    106 07 02.     (W)     SCALED    
 DS0161* NAVD 88     -      1431.224  (meters)    4695.61   (feet)  ADJUSTED  
 DS0161  ___________________________________________________________________
 DS0161  GEOID HEIGHT-         -21.29  (meters)                     GEOID03
 DS0161  DYNAMIC HT  -        1429.180 (meters)    4688.90  (feet)  COMP
 DS0161  MODELED GRAV-     979,158.8   (mgal)                       NAVD 88
 DS0161
 DS0161  VERT ORDER  -  SECOND    CLASS 0
 DS0161
 DS0161.The horizontal coordinates were scaled from a topographic map and have
 DS0161.an estimated accuracy of +/- 6 seconds.
 DS0161
 DS0161.The orthometric height was determined by differential leveling
 DS0161.and adjusted by the National Geodetic Survey in June 1991..
 DS0161
 DS0161.The geoid height was determined by GEOID03.
 DS0161
 DS0161.The dynamic height is computed by dividing the NAVD 88
 DS0161.geopotential number by the normal gravity value computed on the
 DS0161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0161.degrees latitude (g = 980.6199 gals.).
 DS0161
 DS0161.The modeled gravity was interpolated from observed gravity values.
 DS0161
 DS0161;                    North         East    Units  Estimated Accuracy
 DS0161;SPC NM C     -   285,430.      512,330.      MT  (+/- 180 meters Scaled)
 DS0161
 DS0161                          SUPERSEDED SURVEY CONTROL
 DS0161
 DS0161  NGVD 29 (??/??/92) 1430.578  (m)         4693.49   (f) ADJ UNCH    2 0
 DS0161
 DS0161.Superseded values are not recommended for survey control.
 DS0161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0161.See file dsdata.txt to determine how the superseded data were derived.
 DS0161
 DS0161_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT963155(NAD 83)
 DS0161_MARKER: DR = REFERENCE MARK DISK
 DS0161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0161_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0161_STAMPING: AUDREY NO 2 1966
 DS0161_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0161+STABILITY: SURFACE MOTION
 DS0161
 DS0161  HISTORY     - Date     Condition        Report By
 DS0161  HISTORY     - 1966     MONUMENTED       CGS
 DS0161  HISTORY     - 1969     GOOD             NGS
 DS0161
 DS0161                          STATION DESCRIPTION
 DS0161
 DS0161'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 DS0161'14.35 MI NW FROM OSCURO.
 DS0161'ABOUT 7.05 MILES NORTHWEST ALONG WHITE SANDS MISSILE RANGE ROUTE 12
 DS0161'FROM THE STORE AT OSCURO, THENCE 4.8 MILES NORTH ALONG WHITE SANDS
 DS0161'MISSILE RANGE ROUTE 11, THENCE 2.5 MILES EAST ALONG ROAD NUMBER 336,
 DS0161'IN SECTION 28, T 8 S, R 8 E, 0.45 MILE WEST OF THE EAST END OF THE
 DS0161'ROAD, 35 FEET NORTH OF THE CENTER LINE OF THE ROAD, 49.8 FEET
 DS0161'NORTHWEST OF TRIANGULATION STATION AUDREY 1966, ABOUT 2 FEET BELOW THE
 DS0161'LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST WHICH
 DS0161'PROJECTS 3 INCHES ABOVE THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0751 ***********************************************************************
 FN0751  DESIGNATION -  AUGA
 FN0751  PID         -  FN0751
 FN0751  STATE/COUNTY-  NM/SAN MIGUEL
 FN0751  USGS QUAD   -  LA LIENDRE (1989)
 FN0751
 FN0751                         *CURRENT SURVEY CONTROL
 FN0751  ___________________________________________________________________
 FN0751* NAD 83(1992)-  35 28 18.54213(N)    105 00 52.24745(W)     ADJUSTED  
 FN0751* NAVD 88     -      2092.0    (meters)    6864.     (feet)  VERTCON   
 FN0751  ___________________________________________________________________
 FN0751  LAPLACE CORR-          -1.50  (seconds)                    DEFLEC99
 FN0751  GEOID HEIGHT-         -19.70  (meters)                     GEOID03
 FN0751
 FN0751  HORZ ORDER  -  THIRD
 FN0751
 FN0751.The horizontal coordinates were established by classical geodetic methods
 FN0751.and adjusted by the National Geodetic Survey in December 1993..
 FN0751
 FN0751.The NAVD 88 height was computed by applying the VERTCON shift value to
 FN0751.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FN0751
 FN0751.The Laplace correction was computed from DEFLEC99 derived deflections.
 FN0751
 FN0751.The geoid height was determined by GEOID03.
 FN0751
 FN0751;                    North         East     Units Scale Factor Converg.
 FN0751;SPC NM E     -   496,132.466   103,180.528   MT  0.99995617   -0 23 43.1
 FN0751;SPC NM E     - 1,627,727.93    338,518.12   sFT  0.99995617   -0 23 43.1
 FN0751;UTM  13      - 3,925,367.943   498,683.295   MT  0.99960002   -0 00 30.3
 FN0751
 FN0751!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FN0751!SPC NM E     -   0.99967484  x   0.99995617  =   0.99963102
 FN0751!UTM  13      -   0.99967484  x   0.99960002  =   0.99927499
 FN0751
 FN0751                          SUPERSEDED SURVEY CONTROL
 FN0751
 FN0751  NAD 83(1992)-  35 28 18.54897(N)    105 00 52.24585(W) AD(       ) 3
 FN0751  NGVD 29 (12/31/91) 2091.1    (m)         6861.     (f) VERT ANG       
 FN0751
 FN0751.Superseded values are not recommended for survey control.
 FN0751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0751.See file dsdata.txt to determine how the superseded data were derived.
 FN0751
 FN0751_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV9868325368(NAD 83)
 FN0751_MARKER: DS = TRIANGULATION STATION DISK
 FN0751_SETTING: 0 = UNSPECIFIED SETTING
 FN0751_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FN0751
 FN0751  HISTORY     - Date     Condition        Report By
 FN0751  HISTORY     - 1957     MONUMENTED       USGS
 FN0751
 FN0751                          STATION DESCRIPTION
 FN0751
 FN0751'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 FN0751'STATION LOCATED ABOUT 15 MI. (AIRLINE) SE. OF LAS VEGAS, NEW MEXICO,
 FN0751'ABOUT 2 MI. NE. OF THE CANON DE AUGA RANCH HEADQUARTERS ON THE S.
 FN0751'POINT OF A MESA.
 FN0751'
 FN0751'TO REACH THE STATION FROM THE FORD GARAGE IN LAS VEGAS, PROCEED E. ON
 FN0751'STATE HIGHWAY 65, 7.5 MI. TO RD. JUNCTION, TURN RIGHT ON STATE HIGHWAY
 FN0751'67, 12.6 MI. AND END OF TRUCK TRAVEL.  PACK N. TO TOP OF MESA AND
 FN0751'STATION, ABOUT 30-MINUTE HIKE.
 FN0751'
 FN0751'STATION MARK--STANDARD ALUMINUM TABLET CEMENTED IN ROCK,
 FN0751'STAMPED---AUGA 1957---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1661 ***********************************************************************
 CX1661  DESIGNATION -  AUGUST
 CX1661  PID         -  CX1661
 CX1661  STATE/COUNTY-  NM/DONA ANA
 CX1661  USGS QUAD   -  ORGAN (1994)
 CX1661
 CX1661                         *CURRENT SURVEY CONTROL
 CX1661  ___________________________________________________________________
 CX1661* NAD 83(1992)-  32 25 39.63348(N)    106 33 59.97308(W)     ADJUSTED  
 CX1661* NAVD 88     -      1811.37   (+/-2cm)    5942.8    (feet)  VERTCON   
 CX1661  ___________________________________________________________________
 CX1661  LAPLACE CORR-           0.85  (seconds)                    DEFLEC99
 CX1661  GEOID HEIGHT-         -23.39  (meters)                     GEOID03
 CX1661
 CX1661  HORZ ORDER  -  FIRST
 CX1661  VERT ORDER  -  THIRD ? (See Below)
 CX1661
 CX1661.The horizontal coordinates were established by classical geodetic methods
 CX1661.and adjusted by the National Geodetic Survey in December 1993..
 CX1661
 CX1661.The NAVD 88 height was computed by applying the VERTCON shift value to
 CX1661.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CX1661.The vertical order pertains to the NGVD 29 superseded value.
 CX1661
 CX1661.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1661
 CX1661.The geoid height was determined by GEOID03.
 CX1661
 CX1661;                    North         East     Units Scale Factor Converg.
 CX1661;SPC NM C     -   158,331.636   470,220.516   MT  0.99991093   -0 10 11.3
 CX1661;SPC NM C     -   519,459.71  1,542,715.14   sFT  0.99991093   -0 10 11.3
 CX1661;UTM  13      - 3,588,921.978   352,703.808   MT  0.99986755   -0 50 24.9
 CX1661
 CX1661!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1661!SPC NM C     -   0.99971935  x   0.99991093  =   0.99963030
 CX1661!UTM  13      -   0.99971935  x   0.99986755  =   0.99958693
 CX1661
 CX1661|---------------------------------------------------------------------|
 CX1661| PID    Reference Object                     Distance      Geod. Az  |
 CX1661|                                                           dddmmss.s |
 CX1661| CC5990 AUGUST RM 2                          11.759 METERS 02032     |
 CX1661| CC5991 AUGUST RM 3 PIPE                     13.528 METERS 02239     |
 CX1661| CC7014 77                                                 3011346.8 |
 CX1661| CC5989 AUGUST RM 1                           6.405 METERS 31824     |
 CX1661|---------------------------------------------------------------------|
 CX1661
 CX1661                          SUPERSEDED SURVEY CONTROL
 CX1661
 CX1661  NAD 83(1986)-  32 25 39.63836(N)    106 33 59.97238(W) AD(       ) 1
 CX1661  NAD 27      -  32 25 39.31448(N)    106 33 57.99355(W) AD(       ) 1
 CX1661  NGVD 29 (07/19/86) 1810.72   (m)         5940.7    (f) LEVELING    3  
 CX1661
 CX1661.Superseded values are not recommended for survey control.
 CX1661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1661.See file dsdata.txt to determine how the superseded data were derived.
 CX1661
 CX1661_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR5270488922(NAD 83)
 CX1661_MARKER: DS = TRIANGULATION STATION DISK
 CX1661_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX1661
 CX1661  HISTORY     - Date     Condition        Report By
 CX1661  HISTORY     - 1968     MONUMENTED       CGS
 CX1661
 CX1661                          STATION DESCRIPTION
 CX1661
 CX1661'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JCC)
 CX1661'THE STATION IS LOCATED ABOUT 5 MILES NORTHWEST OF WHITE SANDS
 CX1661'MISSILE RANGE HEADQUARTERS, ABOUT 2 MILES EAST OF ORGAN, N. M. AND
 CX1661'ABOUT 100 YARDS NORTH OF U. S. HIGHWAY 70 ON THE FOOT HILLS OF
 CX1661'ST. AUGUSTINE PEAK.
 CX1661'
 CX1661'TO REACH THE STATION FROM WHITE SANDS MISSILE RANGE HEADQUARTERS
 CX1661'GO NORTH ON ACCESS ROAD 4.1 MILES TO AN UNDERPASS AND U. S. HIGHWAY
 CX1661'70.  CONTINUE AHEAD UNDER THE UNDERPASS AND GO WEST ON U. S.
 CX1661'HIGHWAY 70 THROUGH SAN AUGUSTINE PASS 6.85 MILES TO A LOCKED GATE
 CX1661'ON THE RIGHT.  MR. JEFF ISAACS OF LAS CRUCES, N. M. MUST BE
 CX1661'CONTACTED FOR LOCK COMBINATIONS AND PERMISSION TO VISIT THE
 CX1661'STATION.  PASS THROUGH THE GATE AND GO 0.1 MILE TO ANOTHER GATE.
 CX1661'PASS THROUGH SECOND GATE AND GO 0.45 ALONG OLD U. S. HIGHWAY 70 TO
 CX1661'A GATE ABOUT 200 FEET ON THE LEFT.  PASS THROUGH THIRD GATE
 CX1661'AND GO ON WINDING ROAD UP SIDE OF HILL TO A SMALL SADDLE.  TURN
 CX1661'RIGHT AND GO SOUTH TO TOP OF SMALL RISE AND THE STATION.
 CX1661'
 CX1661'STATION MARK, A STANDARD DISK STAMPED AUGUST 1965, IS SET IN THE TOP
 CX1661'OF A 12 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS ABOUT 0.2 FOOT
 CX1661'ABOVE THE GROUND.  IT IS ABOUT 950 FEET SOUTH SOUTHEAST OF A
 CX1661'MICROWAVE TOWER AND 45 FEET SOUTH SOUTHWEST OF A METAL PIPE.
 CX1661'
 CX1661'RM NO. 1, A STANDARD DISK STAMPED AUGUST NO 1 1965, IS SET IN THE TOP
 CX1661'OF A 12 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS ABOUT 0.2 FOOT
 CX1661'ABOVE THE GROUND.  IT IS 40 FEET WEST SOUTHWEST OF A METAL PIPE, 10
 CX1661'FEET EAST OF THE WEST EDGE OF THE HILL AND IS ABOUT 1 FOOT LOWER
 CX1661'THAN THE STATION.
 CX1661'
 CX1661'RM NO. 2, A 2 INCH LIMBAUGH DISK STAMPED LIM 38, IS WELDED TO THE TOP
 CX1661'OF A PIPE WHICH IS SET IN CONCRETE AND PROJECTS ABOUT 0.3 FOOT ABOVE
 CX1661'THE GROUND.  IT IS ABOUT 950 FEET SOUTH SOUTHEAST OF A MICROWAVE
 CX1661'TOWER, 6 FEET SOUTH SOUTHWEST OF A METAL PIPE AND IS ABOUT 2 FEET
 CX1661'HIGHER THAN THE STATION.
 CX1661'
 CX1661'RM NO. 3, A 3-1/2 INCH DIAMETER METAL PIPE, ABOUT 3 FEET HIGH AND SET
 CX1661'IN CONCRETE SERVES AS RM NO. 3.
 CX1661'
 CX1661'AZIMUTH MARK, A NEW MEXICO DEPT. AGRICULTURE DISK STAMPED NM DA 77,
 CX1661'IS SET IN THE TOP OF A 6 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 CX1661'ABOUT 0.5 FOOT ABOVE THE GROUND.  IT IS 83 FEET EAST OF THE
 CX1661'CENTERLINE OF THE OLD HIGHWAY, 20 FEET SOUTH OF A GULLY, 2 FEET
 CX1661'SOUTHEAST OF A WITNESS POST AND 1.5 FT. EAST OF A FENCE.
 CX1661'
 CX1661'TO REACH THE AZIMUTH MARK FROM TURN-OFF AT U. S. HIGHWAY 70, PASS
 CX1661'THROUGH GATE AND GO EAST 0.1 MILE TO A GATE, PASS THROUGH SECOND
 CX1661'GATE, TURN LEFT 0.1 MILE ALONG FENCE IN A NORTHWESTERLY DIRECTION
 CX1661'TO THE MARK AS DESCRIBED.
 CX1661'
 CX1661'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ1047 ***********************************************************************
 EQ1047  DESIGNATION -  AUGUSTINE WINDMILL
 EQ1047  PID         -  EQ1047
 EQ1047  STATE/COUNTY-  NM/SOCORRO
 EQ1047  USGS QUAD   -  AUGUSTINE WELL (1965)
 EQ1047
 EQ1047                         *CURRENT SURVEY CONTROL
 EQ1047  ___________________________________________________________________
 EQ1047* NAD 83(1992)-  34 04 58.08461(N)    107 40 55.75642(W)     ADJUSTED  
 EQ1047* NAVD 88     -                                                        
 EQ1047  ___________________________________________________________________
 EQ1047  LAPLACE CORR-          -0.54  (seconds)                    DEFLEC99
 EQ1047  GEOID HEIGHT-         -21.62  (meters)                     GEOID03
 EQ1047
 EQ1047  HORZ ORDER  -  THIRD
 EQ1047
 EQ1047.The horizontal coordinates were established by classical geodetic methods
 EQ1047.and adjusted by the National Geodetic Survey in December 1993..
 EQ1047
 EQ1047
 EQ1047.The Laplace correction was computed from DEFLEC99 derived deflections.
 EQ1047
 EQ1047.The geoid height was determined by GEOID03.
 EQ1047
 EQ1047;                    North         East     Units Scale Factor Converg.
 EQ1047;SPC NM C     -   342,763.323   367,827.278   MT  1.00011528   -0 48 09.7
 EQ1047;SPC NM C     - 1,124,549.34  1,206,779.99   sFT  1.00011528   -0 48 09.7
 EQ1047;SPC NM W     -   341,853.522   843,951.896   MT  0.99991907   +0 05 05.0
 EQ1047;SPC NM W     - 1,121,564.43  2,768,865.51   sFT  0.99991907   +0 05 05.0
 EQ1047;UTM  13      - 3,774,584.460   252,515.542   MT  1.00035508   -1 30 13.7
 EQ1047
 EQ1047                          SUPERSEDED SURVEY CONTROL
 EQ1047
 EQ1047  NAD 83(1986)-  34 04 58.08594(N)    107 40 55.75908(W) AD(       ) 4
 EQ1047  NAD 27      -  34 04 57.86943(N)    107 40 53.59977(W) AD(       ) 3
 EQ1047
 EQ1047.Superseded values are not recommended for survey control.
 EQ1047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ1047.See file dsdata.txt to determine how the superseded data were derived.
 EQ1047
 EQ1047_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBT5251674584(NAD 83)
 EQ1047_MARKER: 66 = WINDMILL
 EQ1047
 EQ1047  HISTORY     - Date     Condition        Report By
 EQ1047  HISTORY     - 1945     FIRST OBSERVED   CGS
 EQ1047
 EQ1047                          STATION DESCRIPTION
 EQ1047
 EQ1047'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (RAM)
 EQ1047'WINDMILL IS LOCATED 0.1 MILE S OF THE POST OFFICE AT AUGUSTINE.
 EQ1047'THE POST OFFICE IS ON U.S. HIGHWAY 60.  WINDMILL IS 81 FEET
 EQ1047'E OF A HOUSE WHICH IS PAINTED RED, JUST W OF A SMALL DIRT
 EQ1047'WATER TANK, AND NEAR TWO LARGER METAL TANKS AND ONE SMALLER
 EQ1047'ONE.
 EQ1047'
 EQ1047'THE WINDMILL HAS A 40-FOOT TOWER AND A 12-FOOT WHEEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0778 ***********************************************************************
 DQ0778  DESIGNATION -  AUSTIN
 DQ0778  PID         -  DQ0778
 DQ0778  STATE/COUNTY-  NM/LEA
 DQ0778  USGS QUAD   -  HILLBURN CITY (1984)
 DQ0778
 DQ0778                         *CURRENT SURVEY CONTROL
 DQ0778  ___________________________________________________________________
 DQ0778* NAD 83(1992)-  33 06 29.66421(N)    103 21 51.10603(W)     ADJUSTED  
 DQ0778* NAVD 88     -      1224.6    (meters)    4018.     (feet)  VERTCON   
 DQ0778  ___________________________________________________________________
 DQ0778  LAPLACE CORR-           0.69  (seconds)                    DEFLEC99
 DQ0778  GEOID HEIGHT-         -21.87  (meters)                     GEOID03
 DQ0778
 DQ0778  HORZ ORDER  -  SECOND
 DQ0778
 DQ0778.The horizontal coordinates were established by classical geodetic methods
 DQ0778.and adjusted by the National Geodetic Survey in December 1993..
 DQ0778
 DQ0778.The NAVD 88 height was computed by applying the VERTCON shift value to
 DQ0778.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DQ0778
 DQ0778.The Laplace correction was computed from DEFLEC99 derived deflections.
 DQ0778
 DQ0778.The geoid height was determined by GEOID03.
 DQ0778
 DQ0778;                    North         East     Units Scale Factor Converg.
 DQ0778;SPC NM E     -   234,174.749   255,451.768   MT  1.00000993   +0 31 45.8
 DQ0778;SPC NM E     -   768,288.32    838,094.68   sFT  1.00000993   +0 31 45.8
 DQ0778;UTM  13      - 3,664,476.872   652,631.553   MT  0.99988724   +0 53 37.3
 DQ0778
 DQ0778!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ0778!SPC NM E     -   0.99981122  x   1.00000993  =   0.99982114
 DQ0778!UTM  13      -   0.99981122  x   0.99988724  =   0.99969848
 DQ0778
 DQ0778|---------------------------------------------------------------------|
 DQ0778| PID    Reference Object                     Distance      Geod. Az  |
 DQ0778|                                                           dddmmss.s |
 DQ0778| CJ5659 AUSTIN RM 1                          47.726 METERS 03558     |
 DQ0778| CJ5658 AUSTIN AZ MK                                       0862238.6 |
 DQ0778| CJ5660 AUSTIN RM 2                          56.537 METERS 11911     |
 DQ0778|---------------------------------------------------------------------|
 DQ0778
 DQ0778                          SUPERSEDED SURVEY CONTROL
 DQ0778
 DQ0778  NAD 83(1986)-  33 06 29.67443(N)    103 21 51.10187(W) AD(       ) 2
 DQ0778  NAD 27      -  33 06 29.23900(N)    103 21 49.29000(W) AD(       ) 2
 DQ0778  NGVD 29 (07/19/86) 1224.1    (m)         4016.     (f) VERT ANG       
 DQ0778
 DQ0778.Superseded values are not recommended for survey control.
 DQ0778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0778.See file dsdata.txt to determine how the superseded data were derived.
 DQ0778
 DQ0778_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFS5263264477(NAD 83)
 DQ0778_MARKER: DS = TRIANGULATION STATION DISK
 DQ0778_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0778
 DQ0778  HISTORY     - Date     Condition        Report By
 DQ0778  HISTORY     - 1935     MONUMENTED       CGS
 DQ0778  HISTORY     - 1968     GOOD             USE
 DQ0778
 DQ0778                          STATION DESCRIPTION
 DQ0778
 DQ0778'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 DQ0778'ABOUT 11 MILES NORTH-NORTHWEST OF LOVINGTON, 0.7 MILE WEST OF A
 DQ0778'NORTH-SOUTH SECTION-LINE ROAD, IN ROCKY PASTURE LAND, 3/4
 DQ0778'MILE NORTHEAST OF A LONE WINDMILL AND GROUP OF TREES, 1 MILE
 DQ0778'EAST-NORTHEAST OF A RANCH, AND IN NW 1/4 SEC. 13, T. 14 S.,
 DQ0778'R. 35 E.  TO REACH FROM THE LCA COUNTY COURTHOUSE IN LOVINGTON,
 DQ0778'GO NORTH 1.0 MILE ON THE MAIN STREET (U.S. HIGHWAY 62) TO A
 DQ0778'POINT WHERE HIGHWAY BEARS TO THE NORTHEAST.  CONTINUE STRAIGHT
 DQ0778'AHEAD ON GRADED ROAD 0.3 MILE TO AN EAST-WEST GRADED ROAD,
 DQ0778'TURN LEFT AND GO WEST 0.2 MILE, TURN RIGHT AND GO NORTH ON A
 DQ0778'SECTION-LINE ROAD 9.0 MILES TO A GATE ACROSS THE ROAD.  THE
 DQ0778'AZIMUTH MARK IS 0.7 MILE NORTH OF THIS POINT AND IS ON THE
 DQ0778'WEST SIDE OF THE ROAD.  PASS THROUGH GATE AND CONTINUE
 DQ0778'NORTH 1.0 MILE, TURN LEFT AND GO WEST ON TRACK ROAD 0.7
 DQ0778'MILE, TURN LEFT AND GO SOUTH ACROSS COUNTRY 0.3 MILE TO THE
 DQ0778'HIGHEST POINT OF PASTURE AND STATION SITE.  THE
 DQ0778'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE
 DQ0778'STANDARD DISKS SET IN CONCRETE.
 DQ0778'REFERENCE MARK NO. 1 IS 156.58 FEET FROM STATION
 DQ0778'N 35 DEG 58 MIN E, AND NO. 2 IS 185.49 FEET FROM
 DQ0778'STATION S 60 DEG 49 MIN E.  THE AZIMUTH MARK IS 20
 DQ0778'FEET WEST OF THE CENTER LINE OF NORTH-SOUTH SECTION-LINE
 DQ0778'ROAD, 0.7 MILE NORTH OF AN EAST-WEST FENCE, AND 0.7 MILE
 DQ0778'FROM STATION 88 DEG 23 MIN E
 DQ0778
 DQ0778                          STATION RECOVERY (1968)
 DQ0778
 DQ0778'RECOVERY NOTE BY US ENGINEERS 1968 (RCF)
 DQ0778'NEW DESC. AS FOLLOWS.
 DQ0778'
 DQ0778'STATION AND REF. MARKS WERE FOUND IN GOOD CONDITION, AZ. MK.
 DQ0778'IS IN GOOD CONDITION.
 DQ0778'
 DQ0778'TO REACH STATION FROM MC DONALD, GO SOUTH ON HWY 18 FOR 5.0
 DQ0778'MILES TO ROAD INTERSECTION.  TURN RIGHT (WEST) ON GRAVELED
 DQ0778'ROAD FOR TWO MILES TO INTERSECTION.  TURN RIGHT (NORTH) FOR
 DQ0778'3.0 MILES TO CATTLEGUARD.  TURN LEFT ON S. SIDE OF CATTLEGUARD
 DQ0778'AND GO WEST 0.7 MILE, THENCE LEFT ACROSS COUNTRY 0.3 MILE TO
 DQ0778'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1432 ***********************************************************************
 CX1432  DESIGNATION -  AUTO
 CX1432  PID         -  CX1432
 CX1432  STATE/COUNTY-  NM/OTERO
 CX1432  USGS QUAD   -  MALONE DRAW (1981)
 CX1432
 CX1432                         *CURRENT SURVEY CONTROL
 CX1432  ___________________________________________________________________
 CX1432* NAD 83(1992)-  32 53 33.24830(N)    106 05 14.23599(W)     ADJUSTED  
 CX1432* NAVD 88     -      1258.     (meters)    4127.     (feet)  VERTCON   
 CX1432  ___________________________________________________________________
 CX1432  LAPLACE CORR-           5.77  (seconds)                    DEFLEC99
 CX1432  GEOID HEIGHT-         -22.69  (meters)                     GEOID03
 CX1432
 CX1432  HORZ ORDER  -  SECOND
 CX1432
 CX1432.The horizontal coordinates were established by classical geodetic methods
 CX1432.and adjusted by the National Geodetic Survey in December 1993..
 CX1432
 CX1432.The NAVD 88 height was computed by applying the VERTCON shift value to
 CX1432.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CX1432
 CX1432.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1432
 CX1432.The geoid height was determined by GEOID03.
 CX1432
 CX1432;                    North         East     Units Scale Factor Converg.
 CX1432;SPC NM C     -   209,849.995   515,222.868   MT  0.99990286   +0 05 18.1
 CX1432;SPC NM C     -   688,482.86  1,690,360.36   sFT  0.99990286   +0 05 18.1
 CX1432;UTM  13      - 3,639,901.287   398,304.668   MT  0.99972752   -0 35 25.9
 CX1432
 CX1432!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1432!SPC NM C     -   0.99980615  x   0.99990286  =   0.99970903
 CX1432!UTM  13      -   0.99980615  x   0.99972752  =   0.99953373
 CX1432
 CX1432                          SUPERSEDED SURVEY CONTROL
 CX1432
 CX1432  NAD 83(1986)-  32 53 33.25608(N)    106 05 14.23799(W) AD(       ) 2
 CX1432  NAD 27      -  32 53 32.93910(N)    106 05 12.26680(W) AD(       ) 2
 CX1432  NGVD 29 (07/19/86) 1257.     (m)         4124.     (f) VERT ANG       
 CX1432
 CX1432.Superseded values are not recommended for survey control.
 CX1432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1432.See file dsdata.txt to determine how the superseded data were derived.
 CX1432
 CX1432_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS9830539901(NAD 83)
 CX1432_MARKER: DS = TRIANGULATION STATION DISK
 CX1432_SETTING: 0 = UNSPECIFIED SETTING
 CX1432_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX1432
 CX1432  HISTORY     - Date     Condition        Report By
 CX1432  HISTORY     - 1962     MONUMENTED       CGS
 CX1432
 CX1432                          STATION DESCRIPTION
 CX1432
 CX1432'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 CX1432'STATION MAID IS LOCATED IN HOLLOMAN AIR FORCE BASE, ABOUT 4 MILES
 CX1432'NORTH OF THE MAIN GATE AND JUST NORTH OF LITTON SYSTEMS NASA
 CX1432'BUILDINGS.
 CX1432'
 CX1432'TO REACH THE STATION FROM THE MAIN GATE, GO NORTHWEST ON
 CX1432'1ST. STREET FOR 1.1 MILES TO DELAWARE AVENUE, TURN RIGHT AND GO
 CX1432'NORTHEAST ON DELAWARE AVENUE FOR 0.3 MILE TO FORK, KEEP LEFT
 CX1432'AND GO NORTHERLY 1.0 MILE TO A SIDE ROAD LEFT, CONTINUE NORTHERLY
 CX1432'1.0 MILE TO CROSSROAD, TURN LEFT AND GO WEST 0.5 MILE TO A
 CX1432'SIDE ROAD RIGHT, TURN RIGHT AND GO NORTH 1.2 MILE TO SIDE ROAD
 CX1432'RIGHT AND FIRE STATION BUILDING NO. 1266 ON LEFT, CONTINUE
 CX1432'NORTH 0.15 MILE TO SIDE ROAD RIGHT, TURN RIGHT AND GO EAST
 CX1432'0.3 MILE TO CURVE RIGHT AND STATION ON EAST SIDE OF ROAD AS
 CX1432'DESCRIBED.
 CX1432'
 CX1432'AUTO (WSPG), A WHITE SANDS PROVING GROUNDS TRIANGULATION
 CX1432'STATION GEODETIC CONTROL IS SET IN A CONCRETE POST FLUSH
 CX1432'WITH THE ASPHALT PARKING AREA.  THE DISK IS STAMPED AUTO 1958.
 CX1432'THE MARK IS 88 FEET NORTHEAST OF THE SOUTHEAST CORNER OF
 CX1432'BUILDING NO. 1262, 96 FEET SOUTHEAST OF THE NORTHEAST CORNER OF
 CX1432'BUILDING NO. 1262 AND 54 FEET NORTH OF THE NORTH RAIL OF
 CX1432'RAILROAD TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0742 ***********************************************************************
 CW0742  DESIGNATION -  AVALON
 CW0742  PID         -  CW0742
 CW0742  STATE/COUNTY-  NM/EDDY
 CW0742  USGS QUAD   -  CARLSBAD EAST (1985)
 CW0742
 CW0742                         *CURRENT SURVEY CONTROL
 CW0742  ___________________________________________________________________
 CW0742* NAD 83(1992)-  32 28 58.25972(N)    104 14 48.06514(W)     ADJUSTED  
 CW0742* NAVD 88     -      1011.     (meters)    3317.     (feet)  SCALED    
 CW0742  ___________________________________________________________________
 CW0742  LAPLACE CORR-          -2.60  (seconds)                    DEFLEC99
 CW0742  GEOID HEIGHT-         -24.01  (meters)                     GEOID03
 CW0742
 CW0742  HORZ ORDER  -  THIRD
 CW0742
 CW0742.The horizontal coordinates were established by classical geodetic methods
 CW0742.and adjusted by the National Geodetic Survey in December 1993..
 CW0742
 CW0742.The orthometric height was scaled from a topographic map.
 CW0742
 CW0742.The Laplace correction was computed from DEFLEC99 derived deflections.
 CW0742
 CW0742.The geoid height was determined by GEOID03.
 CW0742
 CW0742;                    North         East     Units Scale Factor Converg.
 CW0742;SPC NM E     -   164,410.203   173,143.758   MT  0.99990991   +0 02 47.5
 CW0742;SPC NM E     -   539,402.47    568,055.81   sFT  0.99990991   +0 02 47.5
 CW0742;UTM  13      - 3,594,207.907   570,780.105   MT  0.99966178   +0 24 16.5
 CW0742
 CW0742!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CW0742!SPC NM E     -   0.99984498  x   0.99990991  =   0.99975491
 CW0742!UTM  13      -   0.99984498  x   0.99966178  =   0.99950681
 CW0742
 CW0742:                Primary Azimuth Mark                     Grid Az
 CW0742:SPC NM E     -  CARLSBAD                                 093 42 34.3
 CW0742:UTM  13      -  CARLSBAD                                 093 21 05.3
 CW0742
 CW0742|---------------------------------------------------------------------|
 CW0742| PID    Reference Object                     Distance      Geod. Az  |
 CW0742|                                                           dddmmss.s |
 CW0742| CW0741 CARLSBAD                            APPROX. 6.4 KM 0934521.8 |
 CW0742|---------------------------------------------------------------------|
 CW0742
 CW0742                          SUPERSEDED SURVEY CONTROL
 CW0742
 CW0742  NAD 83(1986)-  32 28 58.26097(N)    104 14 48.05823(W) AD(       ) 3
 CW0742  NAD 27      -  32 28 57.83754(N)    104 14 46.23734(W) AD(       ) 3
 CW0742
 CW0742.Superseded values are not recommended for survey control.
 CW0742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0742.See file dsdata.txt to determine how the superseded data were derived.
 CW0742
 CW0742_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SER7078094208(NAD 83)
 CW0742_MARKER: B = BOLT
 CW0742_SETTING: 0 = UNSPECIFIED SETTING
 CW0742_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CW0742_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CW0742+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2006
 CW0742
 CW0742  HISTORY     - Date     Condition        Report By
 CW0742  HISTORY     - 1942     MONUMENTED       USGS
 CW0742  HISTORY     - 20060803 GOOD             INDIV
 CW0742
 CW0742                          STATION DESCRIPTION
 CW0742
 CW0742'DESCRIBED BY US GEOLOGICAL SURVEY 1942
 CW0742'LOCATED ON HIGHEST POINT OF AVALON HILLS, ABOUT 0.5 MI. SE. OF DAM
 CW0742'AT AVALON RESERVOIR,     MI. N. OF CARLSBAD, NEW MEXICO.
 CW0742'
 CW0742'STATION MARK--BOLT IN TRIANGULAR CONCRETE SLAB, SET FLUSH WITH GROUND.
 CW0742'THE LETTER --A-- IS COUNTER SUNK IN FACE OF SLAB.
 CW0742'
 CW0742'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET, CEMENTED IN
 CW0742'ROCK, 30.75 FT. DISTANT FROM STATION MARK, S 75 DEG 23 MIN E.
 CW0742'
 CW0742'REFERENCE MARK NO. 2--AN OLD OIL WELL CASING, EXTENDING 4 FT. ABOVE
 CW0742'GROUND, 148.80 FT. DISTANT FROM STATION MARK, N 00 DEG 23 MIN E.
 CW0742
 CW0742                          STATION RECOVERY (2006)
 CW0742
 CW0742'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (CDG)
 CW0742'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1741 ***********************************************************************
 CX1741  DESIGNATION -  AWY BCN 6 18 MI E OF RINCON
 CX1741  PID         -  CX1741
 CX1741  STATE/COUNTY-  NM/DONA ANA
 CX1741  USGS QUAD   -  SELDEN CANYON NE (1982)
 CX1741
 CX1741                         *CURRENT SURVEY CONTROL
 CX1741  ___________________________________________________________________
 CX1741* NAD 83(1992)-  32 38 25.68961(N)    106 45 16.15218(W)     ADJUSTED  
 CX1741* NAVD 88     -                                                        
 CX1741  ___________________________________________________________________
 CX1741  LAPLACE CORR-           3.30  (seconds)                    DEFLEC99
 CX1741  GEOID HEIGHT-         -23.57  (meters)                     GEOID03
 CX1741
 CX1741  HORZ ORDER  -  THIRD
 CX1741
 CX1741.The horizontal coordinates were established by classical geodetic methods
 CX1741.and adjusted by the National Geodetic Survey in December 1993..
 CX1741
 CX1741
 CX1741.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1741
 CX1741.The geoid height was determined by GEOID03.
 CX1741
 CX1741;                    North         East     Units Scale Factor Converg.
 CX1741;SPC NM C     -   181,995.517   452,668.286   MT  0.99992762   -0 16 19.6
 CX1741;SPC NM C     -   597,096.96  1,485,129.20   sFT  0.99992762   -0 16 19.6
 CX1741;UTM  13      - 3,612,789.778   335,430.823   MT  0.99993396   -0 56 47.5
 CX1741
 CX1741                          SUPERSEDED SURVEY CONTROL
 CX1741
 CX1741  NAD 83(1986)-  32 38 25.69360(N)    106 45 16.15693(W) AD(       ) 4
 CX1741  NAD 27      -  32 38 25.38509(N)    106 45 14.13523(W) AD(       ) 3
 CX1741
 CX1741.Superseded values are not recommended for survey control.
 CX1741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1741.See file dsdata.txt to determine how the superseded data were derived.
 CX1741
 CX1741_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS3543112790(NAD 83)
 CX1741_MARKER: 22 = AIRWAY BEACON
 CX1741
 CX1741  HISTORY     - Date     Condition        Report By
 CX1741  HISTORY     - 1943     FIRST OBSERVED   CGS
 CX1741
 CX1741                          STATION DESCRIPTION
 CX1741
 CX1741'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (EHB)
 CX1741'THIS STATION WAS NOT VISITED.
 CX1741'
 CX1741'BEACON IS IN THE MESILLA VALLEY, ON THE W SIDE OF THE SAN ANDRES
 CX1741'MOUNTAINS, BY AIRLINE DISTANCES ABOUT 18 MILES E OF RINCON AND
 CX1741'22 MILES N OF LAS CRUCES.  IT IS BEACON 6 OF AMBER AIRWAY 3
 CX1741'BETWEEN EL PASO AND ALBUQUERQUE.  THE OBJECT OBSERVED WAS THE
 CX1741'ROTATING BEACON LIGHT SURMOUNTING A STEEL TOWER.  FIXED RED
 CX1741'DIRECTIONAL LIGHTS FLASH--DASH-DOT-DASH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0452 ***********************************************************************
 GN0452  DESIGNATION -  AXIS DAM
 GN0452  PID         -  GN0452
 GN0452  STATE/COUNTY-  NM/RIO ARRIBA
 GN0452  USGS QUAD   -  CANONES (1995)
 GN0452
 GN0452                         *CURRENT SURVEY CONTROL
 GN0452  ___________________________________________________________________
 GN0452* NAD 83(1992)-  36 14 32.01523(N)    106 25 44.16091(W)     ADJUSTED  
 GN0452* NAVD 88     -      1969.56   (+/-2cm)    6461.8    (feet)  VERTCON   
 GN0452  ___________________________________________________________________
 GN0452  LAPLACE CORR-          -0.34  (seconds)                    DEFLEC99
 GN0452  GEOID HEIGHT-         -18.61  (meters)                     GEOID03
 GN0452
 GN0452  HORZ ORDER  -  SECOND
 GN0452  VERT ORDER  -  THIRD ? (See Below)
 GN0452
 GN0452.The horizontal coordinates were established by classical geodetic methods
 GN0452.and adjusted by the National Geodetic Survey in December 1993..
 GN0452
 GN0452.The NAVD 88 height was computed by applying the VERTCON shift value to
 GN0452.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GN0452.The vertical order pertains to the NGVD 29 superseded value.
 GN0452
 GN0452.The Laplace correction was computed from DEFLEC99 derived deflections.
 GN0452
 GN0452.The geoid height was determined by GEOID03.
 GN0452
 GN0452;                    North         East     Units Scale Factor Converg.
 GN0452;SPC NM C     -   581,402.798   483,917.770   MT  0.99990319   -0 06 20.8
 GN0452;SPC NM C     - 1,907,485.68  1,587,653.55   sFT  0.99990319   -0 06 20.8
 GN0452;UTM  13      - 4,011,762.116   371,604.562   MT  0.99980312   -0 50 41.6
 GN0452
 GN0452!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GN0452!SPC NM C     -   0.99969390  x   0.99990319  =   0.99959712
 GN0452!UTM  13      -   0.99969390  x   0.99980312  =   0.99949708
 GN0452
 GN0452                          SUPERSEDED SURVEY CONTROL
 GN0452
 GN0452  NAD 83(1986)-  36 14 32.01788(N)    106 25 44.16599(W) AD(       ) 2
 GN0452  NAD 27      -  36 14 31.94890(N)    106 25 42.05240(W) AD(       ) 2
 GN0452  NGVD 29 (07/19/86) 1968.52   (m)         6458.4    (f) LEVELING    3  
 GN0452
 GN0452.Superseded values are not recommended for survey control.
 GN0452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0452.See file dsdata.txt to determine how the superseded data were derived.
 GN0452
 GN0452_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCA7160511762(NAD 83)
 GN0452_MARKER: DD = SURVEY DISK
 GN0452_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GN0452_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GN0452_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GN0452+STABILITY: SURFACE MOTION
 GN0452
 GN0452  HISTORY     - Date     Condition        Report By
 GN0452  HISTORY     - 1961     MONUMENTED       USE
 GN0452
 GN0452                          STATION DESCRIPTION
 GN0452
 GN0452'DESCRIBED BY US ENGINEERS 1961 (HWK)
 GN0452'THE STATION IS ON A LOW RIDGE APPROXIMATELY 900 FEET NORTHWEST
 GN0452'OF THE OPERATIONS BUILDING FOR THE ABIQUIU DAM AND RESERVOIR
 GN0452'WHICH IS APPROXIMATELY 7 MILES NORTHWEST OF ABIQUIU AND
 GN0452'2 MILES SOUTHWEST OF U.S. HIGHWAY 84.
 GN0452'
 GN0452'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION CORP,
 GN0452'DISTANCE BEING 319.05 FEET (97.247 METERS) NORTH OF STATION
 GN0452'CORP.  THE MARK IS A STANDARD U.S. ARMY CORP OF ENGINEERS
 GN0452'DISK STAMPED TO 0+00 AXIS DAM ALBUQUERQUE DIST. 1955 AND
 GN0452'IS SET IN A ROUND CONCRETE POST WHICH PROJECTS 6 INCHES.
 GN0452'IT IS APPROXIMATELY 150 FEET NORTHEAST OF THE NORTHWEST ONE
 GN0452'OF TWO HOUSES AND 20 FEET WEST OF THE GRAVEL ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GO0394 ***********************************************************************
 GO0394  DESIGNATION -  AZIMUTH
 GO0394  PID         -  GO0394
 GO0394  STATE/COUNTY-  NM/SAN JUAN
 GO0394  USGS QUAD   -  KIRTLAND SE (1979)
 GO0394
 GO0394                         *CURRENT SURVEY CONTROL
 GO0394  ___________________________________________________________________
 GO0394* NAD 83(1992)-  36 32 30.26933(N)    108 16 52.27334(W)     ADJUSTED  
 GO0394* NAVD 88     -      1895.     (meters)    6217.     (feet)  SCALED    
 GO0394  ___________________________________________________________________
 GO0394  LAPLACE CORR-           1.74  (seconds)                    DEFLEC99
 GO0394  GEOID HEIGHT-         -21.29  (meters)                     GEOID03
 GO0394
 GO0394  HORZ ORDER  -  THIRD
 GO0394
 GO0394.The horizontal coordinates were established by classical geodetic methods
 GO0394.and adjusted by the National Geodetic Survey in December 1993..
 GO0394
 GO0394.The orthometric height was scaled from a topographic map.
 GO0394
 GO0394.The Laplace correction was computed from DEFLEC99 derived deflections.
 GO0394
 GO0394.The geoid height was determined by GEOID03.
 GO0394
 GO0394;                    North         East     Units Scale Factor Converg.
 GO0394;SPC NM W     -   614,724.254   789,901.062   MT  0.99993647   -0 15 60.0
 GO0394;SPC NM W     - 2,016,807.82  2,591,533.73   sFT  0.99993647   -0 15 60.0
 GO0394;UTM  12      - 4,047,477.882   743,380.070   MT  1.00032984   +1 37 10.6
 GO0394
 GO0394!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GO0394!SPC NM W     -   0.99970602  x   0.99993647  =   0.99964251
 GO0394!UTM  12      -   0.99970602  x   1.00032984  =   1.00003576
 GO0394
 GO0394:                Primary Azimuth Mark                     Grid Az
 GO0394:SPC NM W     -  SIMPSON                                  156 34 34.4
 GO0394:UTM  12      -  SIMPSON                                  154 41 23.8
 GO0394
 GO0394|---------------------------------------------------------------------|
 GO0394| PID    Reference Object                     Distance      Geod. Az  |
 GO0394|                                                           dddmmss.s |
 GO0394| GO0414 SIMPSON                             APPROX. 7.9 KM 1561834.4 |
 GO0394|---------------------------------------------------------------------|
 GO0394
 GO0394                          SUPERSEDED SURVEY CONTROL
 GO0394
 GO0394  NAD 83(1992)-  36 32 30.26861(N)    108 16 52.27551(W) AD(       ) 3
 GO0394  NAD 83(1992)-  36 32 30.26868(N)    108 16 52.27538(W) AD(       ) 3
 GO0394  NAD 83(1986)-  36 32 30.26205(N)    108 16 52.28265(W) AD(       ) 3
 GO0394  NAD 27      -  36 32 30.24265(N)    108 16 50.00522(W) AD(       ) 3
 GO0394
 GO0394.Superseded values are not recommended for survey control.
 GO0394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GO0394.See file dsdata.txt to determine how the superseded data were derived.
 GO0394
 GO0394_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYF4338047478(NAD 83)
 GO0394
 GO0394  HISTORY     - Date     Condition        Report By
 GO0394  HISTORY     - 1906     MONUMENTED       USGS
 GO0394  HISTORY     - 1965     GOOD             USGS
 GO0394
 GO0394                          STATION DESCRIPTION
 GO0394
 GO0394'DESCRIBED BY US GEOLOGICAL SURVEY 1965 (DLA)
 GO0394'RECOVERED AND DESCRIBED AS FOLLOWS
 GO0394'
 GO0394'TO REACH THE STATION FROM FARMINGTON, NEW MEXICO, JUNCTION OF LAKE
 GO0394'STREET (HIGHWAY 371) AND WEST MAIN HIGHWAY 550, GO SSW. ALONG HIGHWAY
 GO0394'371 5.5 MI. TO RD. FORK, TAKE RIGHT FORK AND GO 6.5 MI. TO TRACK RD.
 GO0394'SW., GO 3.0 MI. ALONG RD. TO STATION WHICH IS ABOUT 120 FT. SE. OF
 GO0394'RD. AND ON A SMALL TOP.
 GO0394'
 GO0394'STATION MARK--STANDARD USGS TABLET SET IN A ROCK, STAMPED ---AZIMUTH
 GO0394'1906 ET 1965---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0774 ***********************************************************************
 CW0774  DESIGNATION -  AZOTEA
 CW0774  PID         -  CW0774
 CW0774  STATE/COUNTY-  NM/EDDY
 CW0774  USGS QUAD   -  AZOTEA PEAK (1985)
 CW0774
 CW0774                         *CURRENT SURVEY CONTROL
 CW0774  ___________________________________________________________________
 CW0774* NAD 83(1992)-  32 22 47.47816(N)    104 28 23.40308(W)     ADJUSTED  
 CW0774* NAVD 88     -      1310.0    (meters)    4298.     (feet)  VERTCON   
 CW0774  ___________________________________________________________________
 CW0774  LAPLACE CORR-          -5.92  (seconds)                    DEFLEC99
 CW0774  GEOID HEIGHT-         -23.52  (meters)                     GEOID03
 CW0774
 CW0774  HORZ ORDER  -  THIRD
 CW0774  VERT ORDER  -  THIRD ? (See Below)
 CW0774
 CW0774.The horizontal coordinates were established by classical geodetic methods
 CW0774.and adjusted by the National Geodetic Survey in December 1993..
 CW0774
 CW0774.The NAVD 88 height was computed by applying the VERTCON shift value to
 CW0774.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CW0774.The vertical order pertains to the NGVD 29 superseded value.
 CW0774
 CW0774.The Laplace correction was computed from DEFLEC99 derived deflections.
 CW0774
 CW0774.The geoid height was determined by GEOID03.
 CW0774
 CW0774;                    North         East     Units Scale Factor Converg.
 CW0774;SPC NM E     -   152,994.979   151,842.584   MT  0.99991122   -0 04 29.6
 CW0774;SPC NM E     -   501,951.03    498,170.21   sFT  0.99991122   -0 04 29.6
 CW0774;UTM  13      - 3,582,663.037   549,556.195   MT  0.99963028   +0 16 55.7
 CW0774
 CW0774!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CW0774!SPC NM E     -   0.99979804  x   0.99991122  =   0.99970928
 CW0774!UTM  13      -   0.99979804  x   0.99963028  =   0.99942840
 CW0774
 CW0774:                Primary Azimuth Mark                     Grid Az
 CW0774:SPC NM E     -  BOGLE                                    266 43 49.7
 CW0774:UTM  13      -  BOGLE                                    266 22 24.4
 CW0774
 CW0774|---------------------------------------------------------------------|
 CW0774| PID    Reference Object                     Distance      Geod. Az  |
 CW0774|                                                           dddmmss.s |
 CW0774| CW0775 BOGLE                               APPROX. 7.7 KM 2663920.1 |
 CW0774|---------------------------------------------------------------------|
 CW0774
 CW0774                          SUPERSEDED SURVEY CONTROL
 CW0774
 CW0774  NAD 83(1986)-  32 22 47.48012(N)    104 28 23.39827(W) AD(       ) 3
 CW0774  NAD 27      -  32 22 47.07069(N)    104 28 21.55087(W) AD(       ) 3
 CW0774  NGVD 29 (07/19/86) 1309.5    (m)         4296.     (f) LEVELING    3  
 CW0774
 CW0774.Superseded values are not recommended for survey control.
 CW0774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0774.See file dsdata.txt to determine how the superseded data were derived.
 CW0774
 CW0774_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SER4955682663(NAD 83)
 CW0774_MARKER: DD = SURVEY DISK
 CW0774_SETTING: 66 = SET IN ROCK OUTCROP
 CW0774_SP_SET: SET IN ROCK OUTCROP
 CW0774_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CW0774+STABILITY: POSITION/ELEVATION WELL
 CW0774
 CW0774  HISTORY     - Date     Condition        Report By
 CW0774  HISTORY     - 1942     MONUMENTED       USGS
 CW0774
 CW0774                          STATION DESCRIPTION
 CW0774
 CW0774'DESCRIBED BY US GEOLOGICAL SURVEY 1942
 CW0774'LOCATED AT RAIN SPRINGS RANCH, 1.9 MI. W. OF T 22 S, R 24 E, NE. 1/4
 CW0774'OF SEC. 22, ALONG RD. TO TRUITTS RANCH, AT HIGH POINT OF HIGHEST HILL
 CW0774'IN VICINITY, 80 FT. W. OF RD., IN FLAT ROCK OUTCROP, ON HIGHEST POINT
 CW0774'OF AZOTEA PEAK.
 CW0774'
 CW0774'STATION MARK--STANDARD TABLET, CEMENTED IN ROCK, AND STAMPED ---F 71
 CW0774'1941---, PAINTED ---US 4296.7---.
 CW0774'
 CW0774'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET, CEMENTED IN
 CW0774'ROCK, STAMPED ---NO. 1---, 12.30 FT. DISTANT FROM STATION MARK,
 CW0774'S 45 DEG 26 MIN E.
 CW0774'
 CW0774'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET, CEMENTED IN
 CW0774'ROCK, STAMPED ---NO. 2---, 11.11 FT. DISTANT FROM STATION MARK,
 CW0774'N 22 DEG 25 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0780 ***********************************************************************
 CW0780  DESIGNATION -  AZOTEA FLAG
 CW0780  PID         -  CW0780
 CW0780  STATE/COUNTY-  NM/EDDY
 CW0780  USGS QUAD   -  BANDANNA POINT (1978)
 CW0780
 CW0780                         *CURRENT SURVEY CONTROL
 CW0780  ___________________________________________________________________
 CW0780* NAD 83(1992)-  32 21 20.89898(N)    104 30 52.17856(W)     ADJUSTED  
 CW0780* NAVD 88     -      1328.     (meters)    4357.     (feet)  VERTCON   
 CW0780  ___________________________________________________________________
 CW0780  LAPLACE CORR-          -6.06  (seconds)                    DEFLEC99
 CW0780  GEOID HEIGHT-         -23.39  (meters)                     GEOID03
 CW0780
 CW0780  HORZ ORDER  -  THIRD
 CW0780
 CW0780.The horizontal coordinates were established by classical geodetic methods
 CW0780.and adjusted by the National Geodetic Survey in December 1993..
 CW0780
 CW0780.The NAVD 88 height was computed by applying the VERTCON shift value to
 CW0780.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CW0780
 CW0780.The Laplace correction was computed from DEFLEC99 derived deflections.
 CW0780
 CW0780.The geoid height was determined by GEOID03.
 CW0780
 CW0780;                    North         East     Units Scale Factor Converg.
 CW0780;SPC NM E     -   150,334.091   147,949.529   MT  0.99991267   -0 05 49.0
 CW0780;SPC NM E     -   493,221.10    485,397.75   sFT  0.99991267   -0 05 49.0
 CW0780;UTM  13      - 3,579,978.713   545,680.891   MT  0.99962573   +0 15 35.4
 CW0780
 CW0780!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CW0780!SPC NM E     -   0.99979527  x   0.99991267  =   0.99970796
 CW0780!UTM  13      -   0.99979527  x   0.99962573  =   0.99942108
 CW0780
 CW0780:                Primary Azimuth Mark                     Grid Az
 CW0780:SPC NM E     -  WALT                                     346 03 12.5
 CW0780:UTM  13      -  WALT                                     345 41 48.1
 CW0780
 CW0780|---------------------------------------------------------------------|
 CW0780| PID    Reference Object                     Distance      Geod. Az  |
 CW0780|                                                           dddmmss.s |
 CW0780| CW0778 WALT                                APPROX. 8.5 KM 3455723.5 |
 CW0780|---------------------------------------------------------------------|
 CW0780
 CW0780                          SUPERSEDED SURVEY CONTROL
 CW0780
 CW0780  NAD 83(1986)-  32 21 20.90061(N)    104 30 52.17399(W) AD(       ) 3
 CW0780  NAD 27      -  32 21 20.48394(N)    104 30 50.32151(W) AD(       ) 3
 CW0780  NGVD 29 (07/19/86) 1327.     (m)         4354.     (f) VERT ANG       
 CW0780
 CW0780.Superseded values are not recommended for survey control.
 CW0780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0780.See file dsdata.txt to determine how the superseded data were derived.
 CW0780
 CW0780_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SER4568179979(NAD 83)
 CW0780_MARKER: DD = SURVEY DISK
 CW0780_SETTING: 66 = SET IN ROCK OUTCROP
 CW0780_SP_SET: SET IN ROCK OUTCROP
 CW0780_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CW0780+STABILITY: POSITION/ELEVATION WELL
 CW0780
 CW0780  HISTORY     - Date     Condition        Report By
 CW0780  HISTORY     - 1940     MONUMENTED       USGS
 CW0780
 CW0780                          STATION DESCRIPTION
 CW0780
 CW0780'DESCRIBED BY US GEOLOGICAL SURVEY 1940
 CW0780'ON HIGHEST PART OF BROAD RIDGE, IN THE SE. 1/4 SEC. 31, T 22 S,
 CW0780'R 24 E.
 CW0780'
 CW0780'STATION MARK--STANDARD USGS BRONZE TABLET, CEMENTED IN ROCK, AND
 CW0780'STAMPED ---AZOTEA 1940 VA 4348---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0670 ***********************************************************************
 GN0670  DESIGNATION -  AZTEC
 GN0670  PID         -  GN0670
 GN0670  STATE/COUNTY-  NM/SAN JUAN
 GN0670  USGS QUAD   -  AZTEC (1985)
 GN0670
 GN0670                         *CURRENT SURVEY CONTROL
 GN0670  ___________________________________________________________________
 GN0670* NAD 83(1992)-  36 48 53.28074(N)    107 53 32.67150(W)     ADJUSTED  
 GN0670* NAVD 88     -      2068.0    (meters)    6785.     (feet)  VERTCON   
 GN0670  ___________________________________________________________________
 GN0670  LAPLACE CORR-           2.35  (seconds)                    DEFLEC99
 GN0670  GEOID HEIGHT-         -20.76  (meters)                     GEOID03
 GN0670
 GN0670  HORZ ORDER  -  FIRST
 GN0670
 GN0670.The horizontal coordinates were established by classical geodetic methods
 GN0670.and adjusted by the National Geodetic Survey in December 1993..
 GN0670
 GN0670.The NAVD 88 height was computed by applying the VERTCON shift value to
 GN0670.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GN0670
 GN0670.The Laplace correction was computed from DEFLEC99 derived deflections.
 GN0670
 GN0670.The geoid height was determined by GEOID03.
 GN0670
 GN0670;                    North         East     Units Scale Factor Converg.
 GN0670;SPC NM W     -   644,931.816   824,729.312   MT  0.99991701   -0 02 07.4
 GN0670;SPC NM W     - 2,115,913.80  2,705,799.42   sFT  0.99991701   -0 02 07.4
 GN0670;UTM  13      - 4,078,232.222   241,990.867   MT  1.00042018   -1 44 03.0
 GN0670
 GN0670!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GN0670!SPC NM W     -   0.99967882  x   0.99991701  =   0.99959586
 GN0670!UTM  13      -   0.99967882  x   1.00042018  =   1.00009887
 GN0670
 GN0670|---------------------------------------------------------------------|
 GN0670| PID    Reference Object                     Distance      Geod. Az  |
 GN0670|                                                           dddmmss.s |
 GN0670| CD3958 AZTEC RM 1                            7.492 METERS 06051     |
 GN0670| CD3957 AZTEC AZ MK                                        1894419.5 |
 GN0670| CD3959 AZTEC RM 2                            7.711 METERS 27954     |
 GN0670|---------------------------------------------------------------------|
 GN0670
 GN0670                          SUPERSEDED SURVEY CONTROL
 GN0670
 GN0670  NAD 83(1992)-  36 48 53.27787(N)    107 53 32.67210(W) AD(       ) 1
 GN0670  NAD 83(1986)-  36 48 53.27632(N)    107 53 32.68017(W) AD(       ) 1
 GN0670  NAD 27      -  36 48 53.26300(N)    107 53 30.45500(W) AD(       ) 1
 GN0670  NGVD 29 (07/19/86) 2066.9    (m)         6781.     (f) VERT ANG       
 GN0670
 GN0670.Superseded values are not recommended for survey control.
 GN0670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0670.See file dsdata.txt to determine how the superseded data were derived.
 GN0670
 GN0670_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBA4199178232(NAD 83)
 GN0670_MARKER: DS = TRIANGULATION STATION DISK
 GN0670_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GN0670_STAMPING: AZTEC 1945
 GN0670_MARK LOGO: CGS   
 GN0670_MAGNETIC: N = NO MAGNETIC MATERIAL
 GN0670_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GN0670
 GN0670  HISTORY     - Date     Condition        Report By
 GN0670  HISTORY     - 1945     MONUMENTED       CGS
 GN0670  HISTORY     - 1956     GOOD             USGS
 GN0670  HISTORY     - 1958     GOOD             CGS
 GN0670  HISTORY     - 1975     GOOD             NGS
 GN0670  HISTORY     - 19820610 SEE DESCRIPTION  NGS
 GN0670  HISTORY     - 19990829 GOOD             LOCSUR
 GN0670
 GN0670                          STATION DESCRIPTION
 GN0670
 GN0670'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (RAM)
 GN0670'STATION IS LOCATED ON THE NE ONE OF TWO HILLS LYING ABOUT
 GN0670'6 MILES E OF AZTEC AND ABOUT 2 MILES NE OF THE POINT WHERE THE
 GN0670'AZTEC-BLANCO ROAD CROSSES THE DIVIDE.  THE RIDGE ON WHICH THE
 GN0670'STATION IS LOCATED IS ABOUT 1/4 MILE LONG, WHILE THE ONE TO
 GN0670'THE SW IS MORE POINTED.
 GN0670'
 GN0670'TO REACH THE STATION FROM THE COURTHOUSE IN AZTEC, GO N FOR
 GN0670'TWO BLOCKS TO THE MARKED ROAD TO BLANCO.  TURN RIGHT ON
 GN0670'THE BLANCO ROAD AND CONTINUE FOR 3.3 MILES TO A CATTLE GUARD,
 GN0670'CONTINUE STRAIGHT AHEAD FOR 2.0 MILES TO A TRACK ROAD LEADING
 GN0670'TO THE LEFT, TURN LEFT AND CONTINUE FOR 0.7 MILE TO A DIM
 GN0670'FORK LEADING TO THE LEFT, KEEP RIGHT ON THE MAIN TRACK ROAD
 GN0670'AND CONTINUE FOR 0.2 MILE TO A FORK.  TAKE THE LEFT FORK AND
 GN0670'CONTINUE FOR 0.4 MILE TO A VERY DIM TRACK ROAD LEADING TO
 GN0670'THE LEFT, TURN LEFT ON THE DIM TRACKS AND CONTINUE INTO THE
 GN0670'SANDY WASH FOR 0.3 MILE TO THE BASE OF THE WHITE SANDSTONE
 GN0670'CLIFFS AND THE END OF TRUCK TRAVEL.  FROM THIS POINT PACK
 GN0670'N THROUGH THE OPENING IN THE CLIFFS AND CONTINUE N AND E
 GN0670'TO THE HILL AND THE STATION.
 GN0670'
 GN0670'STATION MARK IS A BRONZE STATION DISK WELDED IN AN IRON PIPE
 GN0670'PROJECTING ABOUT 10 INCHES AND IS STAMPED AZTEC 1945.  IT IS
 GN0670'ABOUT IN THE CENTER OF THE RIDGE AND IS ABOUT MIDWAY BETWEEN
 GN0670'THE TWO HIGHEST POINTS.
 GN0670'
 GN0670'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK WELDED IN AN
 GN0670'IRON PIPE PROJECTING ABOUT 4 INCHES AND IS STAMPED AZTEC
 GN0670'NO 1 1945.  IT IS NE OF THE STATION, ABOUT LEVEL WITH IT,
 GN0670'AND ABOUT 5 FEET S OF THE CREST OF THE RIDGE.
 GN0670'
 GN0670'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK WELDED IN AN
 GN0670'IRON PIPE PROJECTING ABOUT 12 INCHES AND IS STAMPED AZTEC
 GN0670'NO 2 1945.  IT IS W OF THE STATION, ABOUT 1 FOOT LOWER, AND
 GN0670'ABOUT 20 FEET N OF THE CREST OF THE RIDGE.
 GN0670'
 GN0670'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN A PROMINENT
 GN0670'ROCK OUTCROP ABOUT 4 FEET HIGH AND IS STAMPED AZTEC 1945.
 GN0670'IT IS ABOUT 2 MILES S OF THE STATION, 200 FEET WSW OF THE
 GN0670'MAIN ROAD, 15 FEET ENE OF THE HIGHEST POINT, AND 22 FEET
 GN0670'WSW OF A WITNESS POST.  IT IS REACHED AS FOLLOWS--FROM THE
 GN0670'POINT ON THE AZTEC-BLANCO ROAD WHERE THE LEFT TURN IS MADE
 GN0670'ONTO THE TRACK ROAD CONTINUE STRAIGHT AHEAD TOWARD BLANCO
 GN0670'FOR 1.4 MILES TO THE TOP OF THE FIRST PROMINENT RIDGE.  THE
 GN0670'PROMINENT ROCK OUTCROP CAN BE SEEN TO THE RIGHT.  HIKE RIGHT
 GN0670'ALONG THE RIDGE TO THE FIRST OUTCROP AND THE MARK.
 GN0670
 GN0670                          STATION RECOVERY (1956)
 GN0670
 GN0670'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 GN0670'STATION RECOVERED IN GOOD CONDITION.
 GN0670'
 GN0670'TO REACH FROM JUNCTION STATE HIGHWAYS 17 AND 44 AT BLOOMFIELD,
 GN0670'DRIVE N ALONG STATE HIGHWAY 44 1.7 MILES TO T-JUNCTION WITH
 GN0670'DIRT ROAD LEADING TO THE BLANCO GASOLINE PLANT.  TURN RIGHT
 GN0670'ON DIRT ROAD, GOING 1.1 MILES TO A T-ROAD N THROUGH CATTLEGUARD,
 GN0670'AT GAS PLANT.  TURN LEFT THROUGH CATTLEGUARD, FOLLOWING
 GN0670'ROAD WHICH CIRCLES AROUND A DIRT TENT, AND THEN GOES NE
 GN0670'ALONG PIPELINE.  CONTINUE STRAIGHT AHEAD NORTHEASTERLY ON
 GN0670'MAIN TRAVELED ROAD ALONG PIPELINE 6.7 MILES TO A Y-ROAD.
 GN0670'TAKE RIGHT FORK 0.2 MILE TO CROSSROADS.  CONTINUE STRAIGHT
 GN0670'AHEAD 1.4 MILES TO A LARGE SANDSTONE BOULDER ON S SIDE ROAD
 GN0670'AND END OF TRUCK TRAVEL.  PACK SOUTHERLY TO HIGHEST SUMMIT
 GN0670'VISIBLE FROM ROAD.  STATION IS LOCATED NEAR CENTER OF
 GN0670'SHORT RIDGE LINE AT SUMMIT.  ABOUT 20 MINUTE PACK.
 GN0670
 GN0670                          STATION RECOVERY (1958)
 GN0670
 GN0670'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (WTJ)
 GN0670'STATION AND ALL MARKS RECOVERED AS DESCRIBED BY RAM IN 1945
 GN0670'AND ARE IN GOOD CONDITION.
 GN0670
 GN0670                          STATION RECOVERY (1975)
 GN0670
 GN0670'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CWW)
 GN0670'THE STATION AND R.M. 1 FOUND.  R.M. 2 NOT FOUND, AZIMUTH
 GN0670'MARK NOT SEARCHED FOR.
 GN0670'
 GN0670'THE STATION IS ON THE MOST NORTHERLY OF TWO PROMINENT PEAKS
 GN0670'ABOUT 5.5 MILES EAST OF AZTEC, NEW MEXICO.  A LARGE MICROWAVE
 GN0670'TOWER IS ON THE SOUTHERLY PEAK.
 GN0670'
 GN0670'TO REACH FROM THE INTERSECTION OF MAIN STREET (STATE ROAD 44)
 GN0670'AND U.S. 550 IN AZTEC, NEW MEXICO.  GO NORTHEAST ON U.S. 550,
 GN0670'1.2 MILES TO THE INTERSECTION WITH STATE ROAD 173 (HIGHWAY
 GN0670'TO THE NAVAJO DAM).  TURN RIGHT AND FOLLOW S.R. 173, 4.4 MILES
 GN0670'TO A CROSSING WITH A WELL BLADED ROAD.  TURN LEFT FOLLOWING
 GN0670'THE BLADED ROAD 1.2 MILES TO A T.  TURN LEFT AT THE T (BY A
 GN0670'POWER POLE) AND FOLLOW A DIRT ROAD 0.2 MILES TO A FORK, TAKE
 GN0670'THE RIGHT FORK AND GO 0.3 MILES TO A SHALLOW ROADWAY CUT.
 GN0670'LEAVE VEHICLE AND PACK NORTHERLY TO THE TOP OF THE HILL.  THE
 GN0670'STATION IS ON THE NORTH END OF THE HILL.
 GN0670
 GN0670                          STATION RECOVERY (1982)
 GN0670
 GN0670'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 GN0670'THE STATION MARK, REFERENCE MARK 1, AND THE AZIMUTH MARK WERE
 GN0670'RECOVERED IN FAIR CONDITION.  REFERENCE MARK 2 WAS NOT RECOVERED BUT
 GN0670'THE LOWER PART OF THE PIPE WAS FOUND AND IT IS CONSIDERED DESTROYED.
 GN0670'AT THIS TIME REFERENCE MARKS 3 AND 4 WERE SET TO PROTECT THIS
 GN0670'IMPORTANT STATION AND AN AZIMUTH MARK NO 2 WAS SET DUE TO THE LONG
 GN0670'DISTANCE TO AZIMUTH MARK NO 1 AND THE EROSION AROUND THAT MARK AND THE
 GN0670'GOOD LOCATION OF AZIMUTH MARK NO 2.  A NEW LOCATION, TO REACH, AND
 GN0670'DESCRIPTIONS OF MARKS IS GIVEN.  THE DISTANCE TO REFERENCE MARK NO 1
 GN0670'CHECKED WELL WITH THE 1945 DATA AND ANGLES CHECKED WELL TO THE
 GN0670'REFERENCE MARK AND AZIMUTH MARK.  BOTH AZIMUTH MARKS WERE POSITIONED.
 GN0670' 
 GN0670'THE STATION IS LOCATED ON THE NORTHEAST ONE OF TWO HILLS WHICH IS
 GN0670'LONGER AND FLAT THAN THE ONE TO THE SOUTHWEST WHICH IS MORE POINTED
 GN0670'AND HAS A MICROWAVE ANTENNA ON IT ON THE SOUTHERN END.  IT IS ABOUT
 GN0670'9.6 KM (5.95 MI) EAST OF AZTEC, 14.5 KM (9.00 MI) NORTH NORTHEAST OF
 GN0670'BLOOMFIELD, AND 3.2 KM (2.00 MI) NORTHEAST OF THE POINT WHERE THE
 GN0670'AZTEC-BLANCO ROAD CROSSES THE DIVIDE.  OWNERSHIP- THE LAND IS
 GN0670'APPARENTLY A NEW MEXICO STATE SCHOOL SECTION, CONTACT THE NEW MEXICO
 GN0670'STATE LAND OFFICE IN SANTA FE, NEW MEXICO.  TO REACH THE STATION FROM
 GN0670'THE INTERSECTION OF US 550 AND STATE HIGHWAY 173 EAST OF AZTEC, NM GO
 GN0670'EAST ON STATE HIGHWAY 173 FOR 7.1 KM (4.40 MI) TO THE TOP OF THE GRADE
 GN0670'AND A DIRT ROAD INTERSECTION.  TURN LEFT, NORTH, ON THE DIRT ROAD FOR
 GN0670'1.9 KM (1.20 MI) TO A SIDE ROAD RIGHT.  TURN RIGHT, UPHILL FOR 0.6 KM
 GN0670'(0.35 MI) TO THE SADDLE BETWEEN THE TWO HILLS. PARK HERE AND PACK TO
 GN0670'THE HIGHEST POINT ON THE NORTHERN MOST HILL AND THE STATION.  THE PACK
 GN0670'TO THE STATION TAKES ABOUT 20 MINUTES.
 GN0670' 
 GN0670'STATION IS A STANDARD CGS DISK STAMPED--AZTEC 1945--, SET INTO THE TOP
 GN0670'OF A METAL PIPE 2.5 INCHES (9 CM) IN DIAMETER PROJECTING 7 INCHES (18
 GN0670'CM) ABOVE THE GROUND.  THE MARK IS IN THE CENTER OF THE BUTTE AND MORE
 GN0670'TOWARDS THE NORTHEAST SIDE.  IT IS AT THE HIGHEST PART OF THE BUTTE
 GN0670'WHICH HAS SCATTERED JUNIPER TREES OVER THE TOP.  THE PIPE IS FIRMLY IN
 GN0670'THE GROUND.
 GN0670' 
 GN0670'REFERENCE MARK NO 1 IS A STANDARD CGS DISK STAMPED--AZTEC NO 1 1945--,
 GN0670'SET INTO THE TOP OF A METAL PIPE 2.5 INCHES (9 CM) IN DIAMETER
 GN0670'PROJECTING 3 INCHES (8 CM) ABOVE THE GROUND. THE MARK IS EAST OF THE
 GN0670'CENTER OF THE BUTTE AND SOLIDLY IN THE GROUND AND 1 FT (0.3 M) LOWER
 GN0670'THAN THE STATION.
 GN0670' 
 GN0670'REFERENCE MARK NO 3 IS A STANDARD NGS DISK STAMPED--AZTEC 1945 NO 3
 GN0670'1982--, SET INTO THE TOP OF A METAL PIPE 3.5 INCHES (9 CM) IN DIAMETER
 GN0670'PROJECTING 4-INCHES (9 CM) ABOVE THE GROUND. THE MARK IS ON THE
 GN0670'EASTERN SIDE OF THE BUTTE 1 FT (0.3 M) LOWER THAN THE STATION.
 GN0670' 
 GN0670'REFERENCE MARK NO 4 IS A STANDARD NGS DISK STAMPED--AZTEC 1945 NO 4
 GN0670'1982--, SET INTO THE TOP OF A METAL PIPE 3.5 INCHES (9 CM) IN DIAMETER
 GN0670'PROJECTING 4 INCHES (10 CM) ABOVE THE GROUND.  THE MARK IS ON THE
 GN0670'WESTERN SIDE OF THE BUTTE 1 FT (0.3 M) LOWER THAN THE STATION.
 GN0670' 
 GN0670'AZIMUTH MARK NO 1 IS A STANDARD CGS DISK STAMPED--AZTEC 1945--, FLUSH
 GN0670'WITH GROUND SET INTO ROCK OUTCROP. THE AZIMUTH MARK IS FIRMLY SET IN
 GN0670'SANDSTONE BUT THE SANDSTONE IS ERODING AROUND THE DISK LOCATED 270 FT
 GN0670'(82.3 M) SW FROM THE CENTER OF THE DIRT ROAD AND 230 FT (70.1 M) SW
 GN0670'FROM THE SOUTHERN RIGHT-OF-WAY FENCE.  TO REACH THE AZIMUTH MARK FROM
 GN0670'THE INTERSECTION OF US 550 AND STATE HIGHWAY 173, EAST OF AZTEC, NM GO
 GN0670'EAST ON STATE HIGHWAY 173 FOR 7.1 KM (4.40 MI) TO THE TOP OF THE GRADE
 GN0670'AND A DIRT ROAD INTERSECTION.  TURN RIGHT AND FOLLOW THE ROAD THAT
 GN0670'SEEMS TO PARALLEL THE PAVED HIGHWAY EASTERLY FOR 3.2 KM (2.00 MI) TO
 GN0670'THE TOP OF A RISE AND THE AZIMUTH MARK ON THE RIGHT IN THE SANDSTONE
 GN0670'OUTCROP.
 GN0670' 
 GN0670'AZIMUTH MARK NO 2 IS A STANDARD NGS DISK STAMPED--AZTEC 1945 NO 2 1982
 GN0670'SET INTO THE TOP OF A SQUARE CONCRETE SLAB 1.5 M (4.9 FT) ON A SIDE,
 GN0670'PROJECTING 0.1 M (0.3 FT) ABOVE THE GROUND.  THE DISK IS SET INTO A
 GN0670'DRILL HOLE IN THE SLAB AND IN THE CENTER OF THE SLAB.  THE SLAB USED
 GN0670'TO BE AN ANTENNA BASE ON THE NORTHEAST END OF THE BUTTE LOCATED 23 FT
 GN0670'(7.0 M) SW FROM THE NORTHEAST END OF THE BUTTE, 22 FT (6.7 M) ENE FROM
 GN0670'A PIPE SET IN AN IRREGULAR MASS OF CONCRETE, 12 FT (3.7 M) WNW FROM
 GN0670'THE SOUTHEASTERN SIDE OF THE BUTTE, AND 10 FT (3.0 M) SE FROM THE
 GN0670'NORTHWESTERN SIDE OF THE BUTTE.  TO REACH THE AZIMUTH MARK FROM THE
 GN0670'INTERSECTION OF US HIGHWAY 550 AND NEW MEXICO STATE HIGHWAY 173 EAST
 GN0670'OF AZTEC, NM, GO EAST ON STATE HIGHWAY 173 FOR 7.1 KM (4.40 MI) TO A
 GN0670'DIRT INTERSECTION.  TURN LEFT, NORTH, ON DIRT ROAD FOR 1.9 KM (1.20
 GN0670'MI) TO A SIDEROAD RIGHT.  TURN RIGHT, EAST, FOR 1.0 KM (0.60 MI) TO A
 GN0670'FORK.  TAKE RIGHT FORK, WEST, FOR 0.1 KM (0.05 MI) TO THE NORTHERN END
 GN0670'OF THE HILL AND THE AZIMUTH MARK NO 2.
 GN0670
 GN0670                          STATION RECOVERY (1999)
 GN0670
 GN0670'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1999 (MD)
 GN0670'RECOVERED REFERENCE MARK 4 1982 NOT PREVIOUSLY DESCRIBED 7.34 METERS
 GN0670'IN AZIMUTH 275-51-40 FROM STATION MARK
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI0265 ***********************************************************************
 AI0265  CORS        -  This is a GPS Continuously Operating Reference Station.
 AI0265  DESIGNATION -  AZTEC CORS ARP
 AI0265  CORS_ID     -  AZCN
 AI0265  PID         -  AI0265
 AI0265  STATE/COUNTY-  NM/SAN JUAN
 AI0265  USGS QUAD   -  AZTEC (1985)
 AI0265
 AI0265                         *CURRENT SURVEY CONTROL
 AI0265  ___________________________________________________________________
 AI0265* NAD 83(CORS)-  36 50 23.23533(N)    107 54 39.42221(W)     ADJUSTED  
 AI0265* NAVD 88     -                                                        
 AI0265  ___________________________________________________________________
 AI0265  EPOCH DATE  -        2002.00
 AI0265  X           -  -1,572,187.492 (meters)                     COMP
 AI0265  Y           -  -4,864,407.251 (meters)                     COMP
 AI0265  Z           -   3,804,296.201 (meters)                     COMP
 AI0265  ELLIP HEIGHT-        1863.85  (meters)          (03/??/02) GPS OBS
 AI0265  GEOID HEIGHT-         -20.72  (meters)                     GEOID03
 AI0265
 AI0265  HORZ ORDER  -  SPECIAL (CORS)
 AI0265  ELLP ORDER  -  SPECIAL (CORS)
 AI0265
 AI0265.ITRF positions are available for this station.
 AI0265.The coordinates were established by GPS observations
 AI0265.and adjusted by the National Geodetic Survey in March 2002..
 AI0265.The coordinates are valid at the epoch date displayed above.
 AI0265.The epoch date for horizontal control is a decimal equivalence
 AI0265.of Year/Month/Day.
 AI0265
 AI0265
 AI0265.The PID for the CORS L1 Phase Center is AI0266.
 AI0265
 AI0265.The XYZ, and position/ellipsoidal ht. are equivalent.
 AI0265
 AI0265.The ellipsoidal height was determined by GPS observations
 AI0265.and is referenced to NAD 83.
 AI0265
 AI0265.The geoid height was determined by GEOID03.
 AI0265
 AI0265;                    North         East     Units Scale Factor Converg.
 AI0265;SPC NM W     -   647,705.728   823,077.264   MT  0.99991726   -0 02 47.5
 AI0265;SPC NM W     - 2,125,014.54  2,700,379.32   sFT  0.99991726   -0 02 47.5
 AI0265
 AI0265!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI0265!SPC NM W     -   0.99970758  x   0.99991726  =   0.99962487
 AI0265
 AI0265                          SUPERSEDED SURVEY CONTROL
 AI0265
 AI0265  NAD 83(CORS)-  36 50 23.23524(N)    107 54 39.42219(W) AD(1997.00) c
 AI0265  ELLIP H (02/??/00) 1863.84   (m)                       GP(1997.00) c c
 AI0265  NAD 83(CORS)-  36 50 23.23524(N)    107 54 39.42219(W) AD(1997.00) c
 AI0265  ELLIP H (07/01/99) 1863.84   (m)                       GP(1997.00) c c
 AI0265  NAD 83(CORS)-  36 50 23.23202(N)    107 54 39.42459(W) AD(1997.00) c
 AI0265  ELLIP H (07/??/99) 1864.32   (m)                       GP(1997.00) c c
 AI0265
 AI0265.Superseded values are not recommended for survey control.
 AI0265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI0265.See file dsdata.txt to determine how the superseded data were derived.
 AI0265
 AI0265_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBA4042181055(NAD 83)
 AI0265_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 AI0265
 AI0265                          STATION DESCRIPTION
 AI0265
 AI0265'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002
 AI0265'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AI0265'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AI0265'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AI0265'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AI0265'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI0266 ***********************************************************************
 AI0266  CORS        -  This is a GPS Continuously Operating Reference Station.
 AI0266  DESIGNATION -  AZTEC CORS L1 PHASE CENTER
 AI0266  CORS_ID     -  AZCN
 AI0266  PID         -  AI0266
 AI0266  STATE/COUNTY-  NM/SAN JUAN
 AI0266  USGS QUAD   -  AZTEC (1985)
 AI0266
 AI0266                         *CURRENT SURVEY CONTROL
 AI0266  ___________________________________________________________________
 AI0266* NAD 83(CORS)-  36 50 23.23532(N)    107 54 39.42216(W)     ADJUSTED  
 AI0266* NAVD 88     -                                                        
 AI0266  ___________________________________________________________________
 AI0266  EPOCH DATE  -        2002.00
 AI0266  X           -  -1,572,187.511 (meters)                     COMP
 AI0266  Y           -  -4,864,407.313 (meters)                     COMP
 AI0266  Z           -   3,804,296.249 (meters)                     COMP
 AI0266  ELLIP HEIGHT-        1863.93  (meters)          (03/??/02) GPS OBS
 AI0266  GEOID HEIGHT-         -20.72  (meters)                     GEOID03
 AI0266
 AI0266  HORZ ORDER  -  SPECIAL (CORS)
 AI0266  ELLP ORDER  -  SPECIAL (CORS)
 AI0266
 AI0266.ITRF positions are available for this station.
 AI0266.The coordinates were established by GPS observations
 AI0266.and adjusted by the National Geodetic Survey in March 2002..
 AI0266.The coordinates are valid at the epoch date displayed above.
 AI0266.The epoch date for horizontal control is a decimal equivalence
 AI0266.of Year/Month/Day.
 AI0266
 AI0266
 AI0266.The PID for the CORS ARP is AI0265.
 AI0266
 AI0266.The XYZ, and position/ellipsoidal ht. are equivalent.
 AI0266
 AI0266.The ellipsoidal height was determined by GPS observations
 AI0266.and is referenced to NAD 83.
 AI0266
 AI0266.The geoid height was determined by GEOID03.
 AI0266
 AI0266;                    North         East     Units Scale Factor Converg.
 AI0266;SPC NM W     -   647,705.728   823,077.265   MT  0.99991726   -0 02 47.5
 AI0266;SPC NM W     - 2,125,014.54  2,700,379.33   sFT  0.99991726   -0 02 47.5
 AI0266
 AI0266!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI0266!SPC NM W     -   0.99970757  x   0.99991726  =   0.99962485
 AI0266
 AI0266                          SUPERSEDED SURVEY CONTROL
 AI0266
 AI0266  NAD 83(CORS)-  36 50 23.23523(N)    107 54 39.42214(W) AD(1997.00) c
 AI0266  ELLIP H (02/??/00) 1863.92   (m)                       GP(1997.00) c c
 AI0266  NAD 83(CORS)-  36 50 23.23202(N)    107 54 39.42454(W) AD(1997.00) c
 AI0266  ELLIP H (07/??/99) 1864.39   (m)                       GP(1997.00) c c
 AI0266
 AI0266.Superseded values are not recommended for survey control.
 AI0266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI0266.See file dsdata.txt to determine how the superseded data were derived.
 AI0266
 AI0266_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBA4042181055(NAD 83)
 AI0266_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 AI0266
 AI0266                          STATION DESCRIPTION
 AI0266
 AI0266'DESCRIBED BY NATIONAL GEODETIC SURVEY
 AI0266'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AI0266'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AI0266'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AI0266'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AI0266'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0825 ***********************************************************************
 GM0825  DESIGNATION -  AZUL
 GM0825  PID         -  GM0825
 GM0825  STATE/COUNTY-  NM/TAOS
 GM0825  USGS QUAD   -  TAOS JUNCTION (1995)
 GM0825
 GM0825                         *CURRENT SURVEY CONTROL
 GM0825  ___________________________________________________________________
 GM0825* NAD 83(1992)-  36 16 53.62758(N)    105 54 21.79481(W)     ADJUSTED  
 GM0825* NAVD 88     -      2271.7    (meters)    7453.     (feet)  VERTCON   
 GM0825  ___________________________________________________________________
 GM0825  LAPLACE CORR-           4.54  (seconds)                    DEFLEC99
 GM0825  GEOID HEIGHT-         -18.26  (meters)                     GEOID03
 GM0825
 GM0825  HORZ ORDER  -  SECOND
 GM0825
 GM0825.The horizontal coordinates were established by classical geodetic methods
 GM0825.and adjusted by the National Geodetic Survey in December 1993..
 GM0825
 GM0825.The NAVD 88 height was computed by applying the VERTCON shift value to
 GM0825.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GM0825
 GM0825.The Laplace correction was computed from DEFLEC99 derived deflections.
 GM0825
 GM0825.The geoid height was determined by GEOID03.
 GM0825
 GM0825;                    North         East     Units Scale Factor Converg.
 GM0825;SPC NM C     -   585,807.354   530,897.784   MT  0.99991176   +0 12 12.7
 GM0825;SPC NM C     - 1,921,936.29  1,741,787.15   sFT  0.99991176   +0 12 12.7
 GM0825;UTM  13      - 4,015,559.406   418,629.737   MT  0.99968158   -0 32 10.3
 GM0825
 GM0825!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GM0825!SPC NM C     -   0.99964646  x   0.99991176  =   0.99955825
 GM0825!UTM  13      -   0.99964646  x   0.99968158  =   0.99932815
 GM0825
 GM0825|---------------------------------------------------------------------|
 GM0825| PID    Reference Object                     Distance      Geod. Az  |
 GM0825|                                                           dddmmss.s |
 GM0825| CM8319 AZUL RM 1                             0.962 METERS 25410     |
 GM0825| CM8318 AZUL AZ MK                                         2571351.2 |
 GM0825| CM8320 AZUL RM 2                            11.235 METERS 30619     |
 GM0825| GM0826 AZUL                                  2.952 METERS 35031     |
 GM0825|---------------------------------------------------------------------|
 GM0825
 GM0825                          SUPERSEDED SURVEY CONTROL
 GM0825
 GM0825  NAD 83(1986)-  36 16 53.63170(N)    105 54 21.79950(W) AD(       ) 2
 GM0825  NAD 27      -  36 16 53.54739(N)    105 54 19.72927(W) AD(       ) 2
 GM0825  NGVD 29 (07/19/86) 2270.6    (m)         7449.     (f) VERT ANG       
 GM0825
 GM0825.Superseded values are not recommended for survey control.
 GM0825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0825.See file dsdata.txt to determine how the superseded data were derived.
 GM0825
 GM0825_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDA1863015559(NAD 83)
 GM0825_MARKER: DS = TRIANGULATION STATION DISK
 GM0825_SETTING: 66 = SET IN ROCK OUTCROP
 GM0825
 GM0825  HISTORY     - Date     Condition        Report By
 GM0825  HISTORY     - 1954     MONUMENTED       CGS
 GM0825
 GM0825                          STATION DESCRIPTION
 GM0825
 GM0825'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (WRH)
 GM0825'THE STATION IS LOCATED ON A PROMINENT LONE HILL KNOWN AS
 GM0825'CERRO AZUL, WHICH IS SPARSELY COVERED ON TOP WITH LARGE PINE
 GM0825'TREES.  IT IS ABOUT 8 MILES AIRLINE EAST OF OJO CALIENTE,
 GM0825'14 MILES AIRLINE NORTHWEST OF PENASCO, AND 20 MILES AIRLINE
 GM0825'SOUTHWEST OF TAOS.  TO REACH FROM THE U.S. POST OFFICE IN OJO
 GM0825'CALIENTE, GO SOUTH ON U.S. HIGHWAY 285 FOR 2.8 MILES TO A DIRT
 GM0825'T-ROAD LEFT.  TURN LEFT AND GO 0.1 MILE TO FORK.  TAKE THE
 GM0825'LEFT FORK AND GO EASTERLY FOR 2.1 MILES TO A WIRE GATE.  PASS
 GM0825'THROUGH THE GATE AND CONTINUE EASTERLY ON THE MAIN ROAD FOR
 GM0825'5.1 MILES TO A FORK.  TAKE THE LEFT FORK AND GO 0.4 MILE TO A
 GM0825'DIM RIGHT FORK.  TAKE THE RIGHT FORK AND GO 0.2 MILE TO
 GM0825'THE AZIMUTH MARK ON THE LEFT, JUST AS THE ROAD ENTERS A
 GM0825'SMALL CLEAR AREA.  CONTINUE ON THE TRACK ROAD, PASSING AROUND
 GM0825'THE SOUTH END OF THE HILL, FOR 0.9 MILE.  TURN LEFT OFF OF THE
 GM0825'ROAD AND GO NORTH, CROSS COUNTRY, FOR 0.3 MILE TO THE BASE
 GM0825'OF THE HILL.  FROM HERE PACK NORTHERLY UP THE STEEP ROCKY
 GM0825'SLOPE FOR ABOUT 20 MINUTES TO THE TOP OF THE HILL AND THE
 GM0825'STATION.
 GM0825'
 GM0825'THE STATION MARK IS A STANDARD DISK STAMPED AZUL 1954, CEMENTED
 GM0825'IN A DRILL HOLE IN A LARGE BEDROCK LEDGE.  IT IS 10 FEET SOUTH
 GM0825'OF, AND 4 FEET LOWER THAN A LARGE BEDROCK OUTCROP THAT FORMS
 GM0825'THE HIGHEST POINT OF THE HILL.
 GM0825'
 GM0825'REFERENCE MARK NUMBER ONE IS A STANDARD U.S. FOREST SERVICE
 GM0825'DISK STAMPED REF 1 1939, CEMENTED IN A DRILL HOLE IN THE SAME
 GM0825'BEDROCK LEDGE AS THE STATION.  IT IS AT THE SAME ELEVATION
 GM0825'AS THE STATION.
 GM0825'
 GM0825'REFERENCE MARK NUMBER TWO IS A STANDARD U.S. GEOLOGICAL SURVEY
 GM0825'REFERENCE MARK DISK STAMPED AZUL NO 2 1949, CEMENTED IN A DRILL
 GM0825'HOLE IN OUTCROPPING BEDROCK THAT PROJECTS 5 FEET.  IT IS AT THE
 GM0825'SAME ELEVATION AS THE STATION.
 GM0825'
 GM0825'AZUL (USFS) IS A STANDARD U.S. FOREST SERVICE DISK STAMPED
 GM0825'AZUL 1939, CEMENTED IN A DRILL HOLE IN THE TOP OF THE BEDROCK
 GM0825'OUTCROP THAT FORMS THE HIGHEST POINT OF THE HILL.  IT IS ABOUT
 GM0825'4 FEET HIGHER THAN THE STATION.
 GM0825'
 GM0825'THE AZIMUTH MARK IS A STANDARD DISK STAMPED AZUL 1954 SET IN
 GM0825'THE TOP OF A 10-INCH-SQUARE CONCRETE MONUMENT THAT PROJECTS
 GM0825'4 INCHES.  IT IS LOCATED AT THE WEST EDGE OF A SMALL CLEAR
 GM0825'AREA AND IS 12 FEET NORTH OF THE CENTER LINE OF A TRACK
 GM0825'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0826 ***********************************************************************
 GM0826  DESIGNATION -  AZUL
 GM0826  PID         -  GM0826
 GM0826  STATE/COUNTY-  NM/TAOS
 GM0826  USGS QUAD   -  TAOS JUNCTION (1995)
 GM0826
 GM0826                         *CURRENT SURVEY CONTROL
 GM0826  ___________________________________________________________________
 GM0826* NAD 83(1992)-  36 16 53.72204(N)    105 54 21.81429(W)     ADJUSTED  
 GM0826* NAVD 88     -      2273.3    (meters)    7458.     (feet)  VERTCON   
 GM0826  ___________________________________________________________________
 GM0826  LAPLACE CORR-           4.53  (seconds)                    DEFLEC99
 GM0826  GEOID HEIGHT-         -18.26  (meters)                     GEOID03
 GM0826
 GM0826  HORZ ORDER  -  SECOND
 GM0826
 GM0826.The horizontal coordinates were established by classical geodetic methods
 GM0826.and adjusted by the National Geodetic Survey in December 1993..
 GM0826
 GM0826.The NAVD 88 height was computed by applying the VERTCON shift value to
 GM0826.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GM0826
 GM0826.The Laplace correction was computed from DEFLEC99 derived deflections.
 GM0826
 GM0826.The geoid height was determined by GEOID03.
 GM0826
 GM0826;                    North         East     Units Scale Factor Converg.
 GM0826;SPC NM C     -   585,810.263   530,897.288   MT  0.99991176   +0 12 12.7
 GM0826;SPC NM C     - 1,921,945.84  1,741,785.52   sFT  0.99991176   +0 12 12.7
 GM0826;UTM  13      - 4,015,562.321   418,629.278   MT  0.99968158   -0 32 10.3
 GM0826
 GM0826!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GM0826!SPC NM C     -   0.99964620  x   0.99991176  =   0.99955799
 GM0826!UTM  13      -   0.99964620  x   0.99968158  =   0.99932790
 GM0826
 GM0826                          SUPERSEDED SURVEY CONTROL
 GM0826
 GM0826  NAD 83(1986)-  36 16 53.72616(N)    105 54 21.81898(W) AD(       ) 2
 GM0826  NAD 27      -  36 16 53.64185(N)    105 54 19.74875(W) AD(       ) 2
 GM0826  NGVD 29 (09/14/90) 2272.2    (m)         7455.     (f) VERT ANG       
 GM0826
 GM0826.Superseded values are not recommended for survey control.
 GM0826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0826.See file dsdata.txt to determine how the superseded data were derived.
 GM0826
 GM0826_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDA1862915562(NAD 83)
 GM0826_MARKER: DD = SURVEY DISK
 GM0826_SETTING: 66 = SET IN ROCK OUTCROP
 GM0826_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 GM0826_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GM0826+STABILITY: POSITION/ELEVATION WELL
 GM0826
 GM0826  HISTORY     - Date     Condition        Report By
 GM0826  HISTORY     - 1954     MONUMENTED       USFS
 GM0826  HISTORY     - 1952     GOOD             USGS
 GM0826
 GM0826                          STATION DESCRIPTION
 GM0826
 GM0826'DESCRIBED BY US FOREST SERVICE 1954 (WRH)
 GM0826'STATION IS LOCATED ABOUT 20 MILES SOUTHWEST OF TAOS, 14
 GM0826'MILES NORTHWEST OF PENASCO, AND ABOUT 8 MILES EAST OF OJO CALIENTE
 GM0826'ON A PROMINENT LONE HILL KNOWN AS CERRO AZUL.
 GM0826'
 GM0826'THE MARK IS A STANDARD U.S. FOREST SERVICE BRONZE DISK STAMPED
 GM0826'AZUL 1939 CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK
 GM0826'THAT FORMS THE HIGHEST PART OF THE HILL.  IT IS 9.683 FEET
 GM0826'OR 2.952 METERS NORTH OF TRIANGULATION STATION AZUL.  THE CENTER
 GM0826'OF THE MARK WAS TRAVERSED TO.
 GM0826
 GM0826                          STATION RECOVERY (1952)
 GM0826
 GM0826'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1952
 GM0826'RECOVERED BY USGS IN 1949 AND 1952.
 GM0826'
 GM0826'RECOVERED BY NGS IN 1954.  DESCRIPTION AND POSITION LISTED IN NGS
 GM0826'QUAD 36105-3, STATION 1011.
 GM0826'
 GM0826'STATION MARK--STANDARD USFS BRONZE DISK, STAMPED---AZUL 1939---,
 GM0826'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0700 ***********************************************************************
 FO0700  DESIGNATION -  B 1
 FO0700  PID         -  FO0700
 FO0700  STATE/COUNTY-  NM/CIBOLA
 FO0700  USGS QUAD   -  MILAN (1995)
 FO0700
 FO0700                         *CURRENT SURVEY CONTROL
 FO0700  ___________________________________________________________________
 FO0700* NAD 83(1986)-  35 11 38.     (N)    107 54 04.     (W)     SCALED    
 FO0700* NAVD 88     -      1990.923  (meters)    6531.89   (feet)  ADJUSTED  
 FO0700  ___________________________________________________________________
 FO0700  GEOID HEIGHT-         -20.35  (meters)                     GEOID03
 FO0700  DYNAMIC HT  -        1988.087 (meters)    6522.58  (feet)  COMP
 FO0700  MODELED GRAV-     979,138.6   (mgal)                       NAVD 88
 FO0700
 FO0700  VERT ORDER  -  FIRST     CLASS II
 FO0700
 FO0700.The horizontal coordinates were scaled from a topographic map and have
 FO0700.an estimated accuracy of +/- 6 seconds.
 FO0700
 FO0700.The orthometric height was determined by differential leveling
 FO0700.and adjusted by the National Geodetic Survey in June 1991..
 FO0700.WARNING-Repeat measurements at this control monument indicate possible
 FO0700.vertical movement.
 FO0700
 FO0700.The geoid height was determined by GEOID03.
 FO0700
 FO0700.The dynamic height is computed by dividing the NAVD 88
 FO0700.geopotential number by the normal gravity value computed on the
 FO0700.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0700.degrees latitude (g = 980.6199 gals.).
 FO0700
 FO0700.The modeled gravity was interpolated from observed gravity values.
 FO0700
 FO0700;                    North         East    Units  Estimated Accuracy
 FO0700;SPC NM W     -   465,090.      823,830.      MT  (+/- 180 meters Scaled)
 FO0700
 FO0700                          SUPERSEDED SURVEY CONTROL
 FO0700
 FO0700  NGVD 29 (??/??/92) 1989.892  (m)         6528.50   (f) ADJ UNCH    1 2
 FO0700
 FO0700.Superseded values are not recommended for survey control.
 FO0700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0700.See file dsdata.txt to determine how the superseded data were derived.
 FO0700
 FO0700_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBU358984(NAD 83)
 FO0700_MARKER: DB = BENCH MARK DISK
 FO0700_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FO0700_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FO0700_STAMPING: B 1 6528.415
 FO0700_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FO0700
 FO0700  HISTORY     - Date     Condition        Report By
 FO0700  HISTORY     - UNK      MONUMENTED       CGS
 FO0700  HISTORY     - 1941     GOOD             NGS
 FO0700  HISTORY     - 1982     MARK NOT FOUND   NGS
 FO0700
 FO0700                          STATION DESCRIPTION
 FO0700
 FO0700'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 FO0700'4.5 MI NW FROM GRANTS.
 FO0700'TO REACH FROM THE ATCHISON, TOPEKA AND SANTA FE RAILROAD STATION AT
 FO0700'GRANTS.  GO 4.5 MILES NORTHWESTERLY ALONG THE ATCHISON, TOPEKA AND
 FO0700'SANTA FE RIGHT-OF-WAY TO SITE OF BENCH MARK.  BENCH MARK IS ABOUT 1.1
 FO0700'MILES SOUTHEAST OF SIGN TOLTEC, ABOUT 0.7 MILE NORTHWEST OF RAILROAD
 FO0700'CROSSING OF STATE HIGHWAY NO. 53 AND OPPOSITE MILE POLE NO. 100.  IT
 FO0700'IS 86.0 FEET SOUTHWEST OF AND ABOUT 3.5 FEET BELOW THE CENTERLINE OF
 FO0700'THE MAIN SOUTH TRACKS AND 57.0 FEET NORTHEAST OF THE CENTERLINE OF
 FO0700'U.S. HIGHWAY NO. 66.  IT IS 18.0 FEET WEST OF A TELEPHONE POLE, 5.4
 FO0700'FEET NORTHEAST OF RIGHT-OF-WAY FENCE AND 3.0 FEET NORTH OF A 4X4-INCH
 FO0700'WOODEN MARKER POST.  A STD. CAP ON THE TOP OF A 3-INCH IRON PIPE
 FO0700'PROJECTING 0.2 FOOT.
 FO0700
 FO0700                          STATION RECOVERY (1982)
 FO0700
 FO0700'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FO0700'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0008 ***********************************************************************
 CW0008  DESIGNATION -  B 10
 CW0008  PID         -  CW0008
 CW0008  STATE/COUNTY-  NM/EDDY
 CW0008  USGS QUAD   -  ESPUELA (1975)
 CW0008
 CW0008                         *CURRENT SURVEY CONTROL
 CW0008  ___________________________________________________________________
 CW0008* NAD 83(1986)-  32 56 30.     (N)    104 23 02.     (W)     SCALED    
 CW0008* NAVD 88     -      1019.522  (meters)    3344.88   (feet)  POSTED    
 CW0008  ___________________________________________________________________
 CW0008  GEOID HEIGHT-         -23.11  (meters)                     GEOID03
 CW0008  DYNAMIC HT  -        1018.120 (meters)    3340.28  (feet)  COMP
 CW0008  MODELED GRAV-     979,228.6   (mgal)                       NAVD 88
 CW0008
 CW0008  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 CW0008
 CW0008.The horizontal coordinates were scaled from a topographic map and have
 CW0008.an estimated accuracy of +/- 6 seconds.
 CW0008
 CW0008.The orthometric height was determined by differential leveling
 CW0008.and adjusted by the National Geodetic Survey in 1992..
 CW0008.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 CW0008.rate of 0.0 thru 1.0 mm/km.
 CW0008
 CW0008.The geoid height was determined by GEOID03.
 CW0008
 CW0008.The dynamic height is computed by dividing the NAVD 88
 CW0008.geopotential number by the normal gravity value computed on the
 CW0008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0008.degrees latitude (g = 980.6199 gals.).
 CW0008
 CW0008.The modeled gravity was interpolated from observed gravity values.
 CW0008
 CW0008;                    North         East    Units  Estimated Accuracy
 CW0008;SPC NM E     -   215,290.      160,270.      MT  (+/- 180 meters Scaled)
 CW0008
 CW0008                          SUPERSEDED SURVEY CONTROL
 CW0008
 CW0008.No superseded survey control is available for this station.
 CW0008
 CW0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES575449(NAD 83)
 CW0008_MARKER: X = CHISELED CROSS
 CW0008_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CW0008_SP_SET: MILEPOST
 CW0008_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CW0008
 CW0008  HISTORY     - Date     Condition        Report By
 CW0008  HISTORY     - UNK      MONUMENTED       CGS
 CW0008  HISTORY     - 1957     MARK NOT FOUND   NGS
 CW0008
 CW0008                          STATION DESCRIPTION
 CW0008
 CW0008'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 CW0008'4.0 MI S FROM LAKE ARTHUR.
 CW0008'IN EDDY COUNTY, 4.0 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA
 CW0008'FE RAILWAY FROM THE STATION AT LAKE ARTHUR, CHAVES COUNTY, ON THE TOP
 CW0008'OF MILEPOST 143, AND 7 FEET WEST OF THE WEST RAIL.  A CHISELED CROSS.
 CW0008'NOTE-- THERE IS NO VERTICAL SECTION OF RAIL AT THIS LOCATION AND IT IS
 CW0008'EVIDENTLY DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0534 ***********************************************************************
 CW0534  DESIGNATION -  B 100
 CW0534  PID         -  CW0534
 CW0534  STATE/COUNTY-  NM/OTERO
 CW0534  USGS QUAD   -  SACRAMENTO (1974)
 CW0534
 CW0534                         *CURRENT SURVEY CONTROL
 CW0534  ___________________________________________________________________
 CW0534* NAD 83(1986)-  32 50 20.     (N)    105 31 41.     (W)     SCALED    
 CW0534* NAVD 88     -      2288.791  (meters)    7509.14   (feet)  ADJUSTED  
 CW0534  ___________________________________________________________________
 CW0534  GEOID HEIGHT-         -20.12  (meters)                     GEOID03
 CW0534  DYNAMIC HT  -        2285.142 (meters)    7497.17  (feet)  COMP
 CW0534  MODELED GRAV-     978,959.5   (mgal)                       NAVD 88
 CW0534
 CW0534  VERT ORDER  -  SECOND    CLASS 0
 CW0534
 CW0534.The horizontal coordinates were scaled from a topographic map and have
 CW0534.an estimated accuracy of +/- 6 seconds.
 CW0534
 CW0534.The orthometric height was determined by differential leveling
 CW0534.and adjusted by the National Geodetic Survey in June 1991..
 CW0534
 CW0534.The geoid height was determined by GEOID03.
 CW0534
 CW0534.The dynamic height is computed by dividing the NAVD 88
 CW0534.geopotential number by the normal gravity value computed on the
 CW0534.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0534.degrees latitude (g = 980.6199 gals.).
 CW0534
 CW0534.The modeled gravity was interpolated from observed gravity values.
 CW0534
 CW0534;                    North         East    Units  Estimated Accuracy
 CW0534;SPC NM C     -   204,120.      567,580.      MT  (+/- 180 meters Scaled)
 CW0534
 CW0534                          SUPERSEDED SURVEY CONTROL
 CW0534
 CW0534  NGVD 29 (??/??/92) 2288.035  (m)         7506.66   (f) ADJ UNCH    2 0
 CW0534
 CW0534.Superseded values are not recommended for survey control.
 CW0534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0534.See file dsdata.txt to determine how the superseded data were derived.
 CW0534
 CW0534_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDS505335(NAD 83)
 CW0534_MARKER: DB = BENCH MARK DISK
 CW0534_SETTING: 80 = SET IN A BOULDER
 CW0534_STAMPING: B-100 1934
 CW0534_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CW0534+STABILITY: SURFACE MOTION
 CW0534
 CW0534  HISTORY     - Date     Condition        Report By
 CW0534  HISTORY     - 1934     MONUMENTED       CGS
 CW0534  HISTORY     - 1974     MARK NOT FOUND   USGS
 CW0534
 CW0534                          STATION DESCRIPTION
 CW0534
 CW0534'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CW0534'3.2 MI N FROM WEED.
 CW0534'3.2 MI. N. ALONG ROAD TO MAYHILL 116 FT. E. OF A HWY SIGN MARKED SHARP
 CW0534'CURVE, 94 YDS. W. OF A CATTLE GUARD, 9 FT. S. OF THE CENTER LINE OF
 CW0534'HWY., AND SET IN THE TOP OF A LARGE LIMESTONE BOULDER 2 FT. ABOVE THE
 CW0534'ROAD BED.
 CW0534
 CW0534                          STATION RECOVERY (1974)
 CW0534
 CW0534'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 CW0534'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0461 ***********************************************************************
 EQ0461  DESIGNATION -  B 101
 EQ0461  PID         -  EQ0461
 EQ0461  STATE/COUNTY-  NM/SOCORRO
 EQ0461  USGS QUAD   -  D CROSS MOUNTAIN (1964)
 EQ0461
 EQ0461                         *CURRENT SURVEY CONTROL
 EQ0461  ___________________________________________________________________
 EQ0461* NAD 83(1986)-  34 26 39.     (N)    107 37 32.     (W)     SCALED    
 EQ0461* NAVD 88     -      2002.918  (meters)    6571.24   (feet)  POSTED    
 EQ0461  ___________________________________________________________________
 EQ0461  GEOID HEIGHT-         -21.20  (meters)                     GEOID03
 EQ0461  DYNAMIC HT  -        1999.920 (meters)    6561.40  (feet)  COMP
 EQ0461  MODELED GRAV-     979,065.5   (mgal)                       NAVD 88
 EQ0461
 EQ0461  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EQ0461
 EQ0461.The horizontal coordinates were scaled from a topographic map and have
 EQ0461.an estimated accuracy of +/- 6 seconds.
 EQ0461
 EQ0461.The orthometric height was determined by differential leveling
 EQ0461.and adjusted by the National Geodetic Survey in 1992..
 EQ0461.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EQ0461.rate of 0.0 thru 1.0 mm/km.
 EQ0461
 EQ0461.The geoid height was determined by GEOID03.
 EQ0461
 EQ0461.The dynamic height is computed by dividing the NAVD 88
 EQ0461.geopotential number by the normal gravity value computed on the
 EQ0461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0461.degrees latitude (g = 980.6199 gals.).
 EQ0461
 EQ0461.The modeled gravity was interpolated from observed gravity values.
 EQ0461
 EQ0461;                    North         East    Units  Estimated Accuracy
 EQ0461;SPC NM C     -   382,780.      373,590.      MT  (+/- 180 meters Scaled)
 EQ0461
 EQ0461                          SUPERSEDED SURVEY CONTROL
 EQ0461
 EQ0461  NGVD 29 (??/??/92) 2002.046  (m)         6568.38   (f) ADJ UNCH    2 0
 EQ0461
 EQ0461.Superseded values are not recommended for survey control.
 EQ0461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0461.See file dsdata.txt to determine how the superseded data were derived.
 EQ0461
 EQ0461_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBU587145(NAD 83)
 EQ0461_MARKER: DB = BENCH MARK DISK
 EQ0461_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EQ0461_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EQ0461_STAMPING: B 101 1935
 EQ0461_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EQ0461+STABILITY: SURFACE MOTION
 EQ0461
 EQ0461  HISTORY     - Date     Condition        Report By
 EQ0461  HISTORY     - 1935     MONUMENTED       CGS
 EQ0461  HISTORY     - 1964     GOOD             USGS
 EQ0461
 EQ0461                          STATION DESCRIPTION
 EQ0461
 EQ0461'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 EQ0461'37.8 MI NW FROM MAGDALENA.
 EQ0461'37.8 MI. NW. OF POST OFFICE IN MAGDALENA.  MARTIN RANCH, ABOUT 3.1 MI.
 EQ0461'NORTHEAST OF, 0.5 MI. NORTH OF BLUE WELL WINDMILL, 225 FT. SOUTH OF A
 EQ0461'DRY LAKE.  IN SECTION 35, T3N, R8W, 3 FT. NORTH OF A WOODEN WITNESS
 EQ0461'POST.  A STANDARD TABLET SET IN A CONCRETE POST PROJECTING 0.2 FT.
 EQ0461'ABOVE GROUND, AND STAMPED B 101 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0397 ***********************************************************************
 EQ0397  DESIGNATION -  B 102
 EQ0397  PID         -  EQ0397
 EQ0397  STATE/COUNTY-  NM/SOCORRO
 EQ0397  USGS QUAD   -  GALLINAS PEAK (1995)
 EQ0397
 EQ0397                         *CURRENT SURVEY CONTROL
 EQ0397  ___________________________________________________________________
 EQ0397* NAD 83(1986)-  34 14 47.     (N)    107 24 32.     (W)     SCALED    
 EQ0397* NAVD 88     -      2207.997  (meters)    7244.07   (feet)  POSTED    
 EQ0397  ___________________________________________________________________
 EQ0397  GEOID HEIGHT-         -21.33  (meters)                     GEOID03
 EQ0397  DYNAMIC HT  -        2204.580 (meters)    7232.86  (feet)  COMP
 EQ0397  MODELED GRAV-     979,009.6   (mgal)                       NAVD 88
 EQ0397
 EQ0397  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EQ0397
 EQ0397.The horizontal coordinates were scaled from a topographic map and have
 EQ0397.an estimated accuracy of +/- 6 seconds.
 EQ0397
 EQ0397.The orthometric height was determined by differential leveling
 EQ0397.and adjusted by the National Geodetic Survey in 1992..
 EQ0397.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EQ0397.rate of 0.0 thru 1.0 mm/km.
 EQ0397
 EQ0397.The geoid height was determined by GEOID03.
 EQ0397
 EQ0397.The dynamic height is computed by dividing the NAVD 88
 EQ0397.geopotential number by the normal gravity value computed on the
 EQ0397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0397.degrees latitude (g = 980.6199 gals.).
 EQ0397
 EQ0397.The modeled gravity was interpolated from observed gravity values.
 EQ0397
 EQ0397;                    North         East    Units  Estimated Accuracy
 EQ0397;SPC NM C     -   360,590.      393,250.      MT  (+/- 180 meters Scaled)
 EQ0397
 EQ0397                          SUPERSEDED SURVEY CONTROL
 EQ0397
 EQ0397  NGVD 29 (??/??/92) 2207.055  (m)         7240.98   (f) ADJ UNCH    2 0
 EQ0397
 EQ0397.Superseded values are not recommended for survey control.
 EQ0397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0397.See file dsdata.txt to determine how the superseded data were derived.
 EQ0397
 EQ0397_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBT781921(NAD 83)
 EQ0397_MARKER: DB = BENCH MARK DISK
 EQ0397_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EQ0397_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EQ0397_STAMPING: B 102 1935
 EQ0397_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EQ0397+STABILITY: SURFACE MOTION
 EQ0397
 EQ0397  HISTORY     - Date     Condition        Report By
 EQ0397  HISTORY     - 1935     MONUMENTED       CGS
 EQ0397  HISTORY     - 1941     GOOD             NGS
 EQ0397  HISTORY     - 1953     GOOD             NGS
 EQ0397
 EQ0397                          STATION DESCRIPTION
 EQ0397
 EQ0397'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 EQ0397'15.2 MI NW FROM MAGDALENA.
 EQ0397'TO REACH BENCH MARK FROM THE POST OFFICE AT MAGDALENA, PROCEED WEST ON
 EQ0397'U. S. HIGHWAY NO. 60, GO 1.7 MILES TO INTERSECTION OF STATE HIGHWAY
 EQ0397'NO. 52.  THENCE, TURN RIGHT (NORTH) ONTO STATE HIGHWAY NO. 52, GO 7.4
 EQ0397'MILES TO END OF GRADED ROAD.  THENCE, CONTINUE NORTHERLY ON TRACK
 EQ0397'ROAD, GO 3.1 MILES TO INTERSECTION OF ROAD TO PUERTECITO. THENCE,
 EQ0397'CONTINUE NORTHERLY AND GO 3.0 MILES TO SITE OF BENCH MARK. BENCH MARK
 EQ0397'IS ABOUT THE CENTER OF A SMALL CLEARING.  18.0 FEET WEST OF AND ABOUT
 EQ0397'THE SAME ELEVATION AS THE CENTERLINE OF THE ROAD.  3.0 FEET SOUTH OF A
 EQ0397'4 X 4 INCH WOODEN MARKER POST.  THE MONUMENT PROJECTS 0.3 FOOT.
 EQ0397
 EQ0397                          STATION RECOVERY (1953)
 EQ0397
 EQ0397'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 EQ0397'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0088 ***********************************************************************
 GN0088  DESIGNATION -  B 103
 GN0088  PID         -  GN0088
 GN0088  STATE/COUNTY-  NM/RIO ARRIBA
 GN0088  USGS QUAD   -  CANJILON MOUNTAIN (1995)
 GN0088
 GN0088                         *CURRENT SURVEY CONTROL
 GN0088  ___________________________________________________________________
 GN0088* NAD 83(1986)-  36 31 11.     (N)    106 17 38.     (W)     SCALED    
 GN0088* NAVD 88     -      2802.263  (meters)    9193.76   (feet)  ADJUSTED  
 GN0088  ___________________________________________________________________
 GN0088  GEOID HEIGHT-         -17.40  (meters)                     GEOID03
 GN0088  DYNAMIC HT  -        2798.145 (meters)    9180.25  (feet)  COMP
 GN0088  MODELED GRAV-     979,060.0   (mgal)                       NAVD 88
 GN0088
 GN0088  VERT ORDER  -  SECOND    CLASS 0
 GN0088
 GN0088.The horizontal coordinates were scaled from a topographic map and have
 GN0088.an estimated accuracy of +/- 6 seconds.
 GN0088
 GN0088.The orthometric height was determined by differential leveling
 GN0088.and adjusted by the National Geodetic Survey in June 1991..
 GN0088
 GN0088.The geoid height was determined by GEOID03.
 GN0088
 GN0088.The dynamic height is computed by dividing the NAVD 88
 GN0088.geopotential number by the normal gravity value computed on the
 GN0088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GN0088.degrees latitude (g = 980.6199 gals.).
 GN0088
 GN0088.The modeled gravity was interpolated from observed gravity values.
 GN0088
 GN0088;                    North         East    Units  Estimated Accuracy
 GN0088;SPC NM C     -   612,180.      496,070.      MT  (+/- 180 meters Scaled)
 GN0088
 GN0088                          SUPERSEDED SURVEY CONTROL
 GN0088
 GN0088.No superseded survey control is available for this station.
 GN0088
 GN0088_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCA841423(NAD 83)
 GN0088_MARKER: DB = BENCH MARK DISK
 GN0088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GN0088_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GN0088_STAMPING: B 103 1935
 GN0088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GN0088+STABILITY: SURFACE MOTION
 GN0088
 GN0088  HISTORY     - Date     Condition        Report By
 GN0088  HISTORY     - 1935     MONUMENTED       CGS
 GN0088  HISTORY     - 1941     GOOD             NGS
 GN0088
 GN0088                          STATION DESCRIPTION
 GN0088
 GN0088'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 GN0088'10.7 MI NE FROM CANJILON.
 GN0088'TO REACH FROM THE POST OFFICE, PROCEED NORTHEASTERLY ALONG GRAVELED
 GN0088'AND MOUNTAIN ROAD TOWARDS VALLECITOS, GO 10.7 MILES.  BENCH MARK IS ON
 GN0088'A LONG, STRAIGHT GRADE, IN A GRASSY CLEARING.  IT IS ABOUT 75 YARDS
 GN0088'SOUTHERLY FROM EDGE OF ASPEN TREES ON WESTERLY SIDE OF ROAD. IT IS
 GN0088'ABOUT 55 YARDS SOUTHERLY FROM WESTERLY END OF A CORRUGATED METAL PIPE
 GN0088'CULVERT WITH STONE CATCH BASIN AT THE EASTERLY END.  BENCH MARK IS AT
 GN0088'TOP OF A STEEPER PORTION OF THE GRADE.  IT IS 45 FEET WESTERLY FROM
 GN0088'AND ABOUT 2.5 FEET BELOW CENTER LINE OF THE ROAD.  IT IS 2.0 FEET
 GN0088'SOUTHERLY FROM A 4 X 4-INCH WOODEN POST.  STD. DISK IN CONCRETE POST
 GN0088'PROJECTING ABOUT 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0072 ***********************************************************************
 GN0072  DESIGNATION -  B 104
 GN0072  PID         -  GN0072
 GN0072  STATE/COUNTY-  NM/RIO ARRIBA
 GN0072  USGS QUAD   -  LAS TABLAS (1995)
 GN0072
 GN0072                         *CURRENT SURVEY CONTROL
 GN0072  ___________________________________________________________________
 GN0072* NAD 83(1986)-  36 32 03.     (N)    106 04 43.     (W)     SCALED    
 GN0072* NAVD 88     -      2596.681  (meters)    8519.28   (feet)  ADJUSTED  
 GN0072  ___________________________________________________________________
 GN0072  GEOID HEIGHT-         -17.38  (meters)                     GEOID03
 GN0072  DYNAMIC HT  -        2592.984 (meters)    8507.15  (feet)  COMP
 GN0072  MODELED GRAV-     979,113.7   (mgal)                       NAVD 88
 GN0072
 GN0072  VERT ORDER  -  SECOND    CLASS 0
 GN0072
 GN0072.The horizontal coordinates were scaled from a topographic map and have
 GN0072.an estimated accuracy of +/- 6 seconds.
 GN0072
 GN0072.The orthometric height was determined by differential leveling
 GN0072.and adjusted by the National Geodetic Survey in June 1991..
 GN0072
 GN0072.The geoid height was determined by GEOID03.
 GN0072
 GN0072.The dynamic height is computed by dividing the NAVD 88
 GN0072.geopotential number by the normal gravity value computed on the
 GN0072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GN0072.degrees latitude (g = 980.6199 gals.).
 GN0072
 GN0072.The modeled gravity was interpolated from observed gravity values.
 GN0072
 GN0072;                    North         East    Units  Estimated Accuracy
 GN0072;SPC NM C     -   613,790.      515,350.      MT  (+/- 180 meters Scaled)
 GN0072
 GN0072                          SUPERSEDED SURVEY CONTROL
 GN0072
 GN0072  NGVD 29 (??/??/92) 2595.385  (m)         8515.03   (f) ADJ UNCH    2 0
 GN0072
 GN0072.Superseded values are not recommended for survey control.
 GN0072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0072.See file dsdata.txt to determine how the superseded data were derived.
 GN0072
 GN0072_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDA034437(NAD 83)
 GN0072_MARKER: DB = BENCH MARK DISK
 GN0072_SETTING: 66 = SET IN ROCK OUTCROP
 GN0072_SP_SET: SET IN ROCK OUTCROP
 GN0072_STAMPING: B-104 1935
 GN0072_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GN0072+STABILITY: POSITION/ELEVATION WELL
 GN0072
 GN0072  HISTORY     - Date     Condition        Report By
 GN0072  HISTORY     - 1935     MONUMENTED       CGS
 GN0072  HISTORY     - 1963     GOOD             USGS
 GN0072
 GN0072                          STATION DESCRIPTION
 GN0072
 GN0072'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 GN0072'7.5 MI E FROM VALLECITOS.
 GN0072'ABOUT 0.4 MILES NE ALONG A DIRT ROAD FROM THE MAIN JCT. IN VALLECITOS,
 GN0072'THENCE 6.6 MILES E ALONG THE JARITO MESA FIRE ROAD TO A JCT. THENCE
 GN0072'ALONG A ROAD LEADING TO PETACA FOR 0.5 MILES, ABOUT 400 FT. NW OF A
 GN0072'BEND IN THE ROAD, 47 FT. NORTH OF THE ROAD IN THE TOP OF A 15X 54 FT.
 GN0072'ROCK OUTCROP, A STANDARD DISK ETC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0016 ***********************************************************************
 FN0016  DESIGNATION -  B 104
 FN0016  PID         -  FN0016
 FN0016  STATE/COUNTY-  NM/HARDING
 FN0016  USGS QUAD   -  BEAVER CANYON (1971)
 FN0016
 FN0016                         *CURRENT SURVEY CONTROL
 FN0016  ___________________________________________________________________
 FN0016* NAD 83(1986)-  35 55 28.     (N)    104 15 13.     (W)     SCALED    
 FN0016* NAVD 88     -      1767.040  (meters)    5797.36   (feet)  ADJUSTED  
 FN0016  ___________________________________________________________________
 FN0016  GEOID HEIGHT-         -19.78  (meters)                     GEOID03
 FN0016  DYNAMIC HT  -        1764.795 (meters)    5790.00  (feet)  COMP
 FN0016  MODELED GRAV-     979,299.1   (mgal)                       NAVD 88
 FN0016
 FN0016  VERT ORDER  -  SECOND    CLASS 0
 FN0016
 FN0016.The horizontal coordinates were scaled from a topographic map and have
 FN0016.an estimated accuracy of +/- 6 seconds.
 FN0016
 FN0016.The orthometric height was determined by differential leveling
 FN0016.and adjusted by the National Geodetic Survey in June 1991..
 FN0016
 FN0016.The geoid height was determined by GEOID03.
 FN0016
 FN0016.The dynamic height is computed by dividing the NAVD 88
 FN0016.geopotential number by the normal gravity value computed on the
 FN0016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FN0016.degrees latitude (g = 980.6199 gals.).
 FN0016
 FN0016.The modeled gravity was interpolated from observed gravity values.
 FN0016
 FN0016;                    North         East    Units  Estimated Accuracy
 FN0016;SPC NM E     -   546,140.      172,190.      MT  (+/- 180 meters Scaled)
 FN0016
 FN0016                          SUPERSEDED SURVEY CONTROL
 FN0016
 FN0016  NGVD 29 (??/??/92) 1766.248  (m)         5794.77   (f) ADJ UNCH    2 0
 FN0016
 FN0016.Superseded values are not recommended for survey control.
 FN0016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0016.See file dsdata.txt to determine how the superseded data were derived.
 FN0016
 FN0016_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEV673758(NAD 83)
 FN0016_MARKER: DB = BENCH MARK DISK
 FN0016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FN0016_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FN0016_STAMPING: B 104 1934
 FN0016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FN0016+STABILITY: SURFACE MOTION
 FN0016
 FN0016  HISTORY     - Date     Condition        Report By
 FN0016  HISTORY     - 1934     MONUMENTED       CGS
 FN0016  HISTORY     - 1971     GOOD             USGS
 FN0016
 FN0016                          STATION DESCRIPTION
 FN0016
 FN0016'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 FN0016'4.3 MI SW FROM ROY.
 FN0016'ROY, 4.3 MI. SW ALONG STATE HIGHWAY 120 FROM HIGH SCHOOL, 106 FT. S.
 FN0016'OF LANE LEADING WEST FROM OLD HWY. ALIGNMENT AND 520 FT. W. OF CATTLE
 FN0016'GUARD ACROSS OLD HWY.  A STANDARD DISK (C AND GS) STAMPED B 104 1934
 FN0016'SET IN TOP OF A CONCRETE POST AT GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0139 ***********************************************************************
 GN0139  DESIGNATION -  B 105
 GN0139  PID         -  GN0139
 GN0139  STATE/COUNTY-  NM/RIO ARRIBA
 GN0139  USGS QUAD   -  VALLE GRANDE PEAK (1995)
 GN0139
 GN0139                         *CURRENT SURVEY CONTROL
 GN0139  ___________________________________________________________________
 GN0139* NAD 83(1986)-  36 24 33.     (N)    106 11 18.     (W)     SCALED    
 GN0139* NAVD 88     -      2338.560  (meters)    7672.43   (feet)  ADJUSTED  
 GN0139  ___________________________________________________________________
 GN0139  GEOID HEIGHT-         -17.89  (meters)                     GEOID03
 GN0139  DYNAMIC HT  -        2335.314 (meters)    7661.78  (feet)  COMP
 GN0139  MODELED GRAV-     979,159.8   (mgal)                       NAVD 88
 GN0139
 GN0139  VERT ORDER  -  SECOND    CLASS 0
 GN0139
 GN0139.The horizontal coordinates were scaled from a topographic map and have
 GN0139.an estimated accuracy of +/- 6 seconds.
 GN0139
 GN0139.The orthometric height was determined by differential leveling
 GN0139.and adjusted by the National Geodetic Survey in June 1991..
 GN0139
 GN0139.The geoid height was determined by GEOID03.
 GN0139
 GN0139.The dynamic height is computed by dividing the NAVD 88
 GN0139.geopotential number by the normal gravity value computed on the
 GN0139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GN0139.degrees latitude (g = 980.6199 gals.).
 GN0139
 GN0139.The modeled gravity was interpolated from observed gravity values.
 GN0139
 GN0139;                    North         East    Units  Estimated Accuracy
 GN0139;SPC NM C     -   599,910.      505,530.      MT  (+/- 180 meters Scaled)
 GN0139
 GN0139                          SUPERSEDED SURVEY CONTROL
 GN0139
 GN0139  NGVD 29 (??/??/92) 2337.359  (m)         7668.49   (f) ADJ UNCH    2 0
 GN0139
 GN0139.Superseded values are not recommended for survey control.
 GN0139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0139.See file dsdata.txt to determine how the superseded data were derived.
 GN0139
 GN0139_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCA934299(NAD 83)
 GN0139_MARKER: DB = BENCH MARK DISK
 GN0139_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GN0139_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GN0139_STAMPING: B 105 1935
 GN0139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GN0139+STABILITY: SURFACE MOTION
 GN0139
 GN0139  HISTORY     - Date     Condition        Report By
 GN0139  HISTORY     - 1935     MONUMENTED       CGS
 GN0139  HISTORY     - 1940     GOOD             NGS
 GN0139
 GN0139                          STATION DESCRIPTION
 GN0139
 GN0139'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 GN0139'5.3 MI N FROM EL RITO.
 GN0139'TO REACH FROM THE EL RITO RANGER STATION, PROCEED NORTH ALONG STATE
 GN0139'HIGHWAY NO. 96 TOWARDS VALLECITOS, GO 5.3 MILES.  BENCH MARK IS 22
 GN0139'FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY.  12 FEET NORTHWEST
 GN0139'OF A LARGE PINE TREE.  2.0 FEET WEST OF A 4 X 4 INCH WOODEN POST
 GN0139'PAINTED WHITE PROJECTING 2.0 FEET.  MONUMENT IS FLUSH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0955 ***********************************************************************
 GL0955  DESIGNATION -  B 105
 GL0955  PID         -  GL0955
 GL0955  STATE/COUNTY-  NM/HARDING
 GL0955  USGS QUAD   -  VALENCIA SPRING (1973)
 GL0955
 GL0955                         *CURRENT SURVEY CONTROL
 GL0955  ___________________________________________________________________
 GL0955* NAD 83(1986)-  36 06 05.     (N)    103 54 04.     (W)     SCALED    
 GL0955* NAVD 88     -      1714.105  (meters)    5623.69   (feet)  ADJUSTED  
 GL0955  ___________________________________________________________________
 GL0955  GEOID HEIGHT-         -19.78  (meters)                     GEOID03
 GL0955  DYNAMIC HT  -        1712.004 (meters)    5616.80  (feet)  COMP
 GL0955  MODELED GRAV-     979,345.4   (mgal)                       NAVD 88
 GL0955
 GL0955  VERT ORDER  -  SECOND    CLASS 0
 GL0955
 GL0955.The horizontal coordinates were scaled from a topographic map and have
 GL0955.an estimated accuracy of +/- 6 seconds.
 GL0955
 GL0955.The orthometric height was determined by differential leveling
 GL0955.and adjusted by the National Geodetic Survey in June 1991..
 GL0955
 GL0955.The geoid height was determined by GEOID03.
 GL0955
 GL0955.The dynamic height is computed by dividing the NAVD 88
 GL0955.geopotential number by the normal gravity value computed on the
 GL0955.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0955.degrees latitude (g = 980.6199 gals.).
 GL0955
 GL0955.The modeled gravity was interpolated from observed gravity values.
 GL0955
 GL0955;                    North         East    Units  Estimated Accuracy
 GL0955;SPC NM E     -   565,850.      203,920.      MT  (+/- 180 meters Scaled)
 GL0955
 GL0955                          SUPERSEDED SURVEY CONTROL
 GL0955
 GL0955  NGVD 29 (??/??/92) 1713.348  (m)         5621.21   (f) ADJ UNCH    2 0
 GL0955
 GL0955.Superseded values are not recommended for survey control.
 GL0955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0955.See file dsdata.txt to determine how the superseded data were derived.
 GL0955
 GL0955_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEV989957(NAD 83)
 GL0955_MARKER: DB = BENCH MARK DISK
 GL0955_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0955_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0955_STAMPING: B 105 1934
 GL0955_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0955+STABILITY: SURFACE MOTION
 GL0955
 GL0955  HISTORY     - Date     Condition        Report By
 GL0955  HISTORY     - 1934     MONUMENTED       CGS
 GL0955  HISTORY     - 1939     GOOD             NGS
 GL0955
 GL0955                          STATION DESCRIPTION
 GL0955
 GL0955'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 GL0955'1.9 MI SW FROM YATES.
 GL0955'1.9 MILES SOUTHWEST ALONG STATE HIGHWAY 120 FROM THE PUBLIC SCHOOL AT
 GL0955'YATES, HARDING COUNTY, AT A ROAD INTERSECTION, 54 FEET EAST OF THE
 GL0955'CENTERLINE OF THE HIGHWAY, 40 FEET SOUTH OF THE CENTERLINE OF THE
 GL0955'EAST-AND-WEST SECTION-LINE ROAD, AND 24 FEET EAST OF A FENCE CORNER. A
 GL0955'STANDARD DISK, STAMPED B 105 1934 AND SET IN THE TOP OF A CONCRETE
 GL0955'POST.  NOTE-- THE SCHOOL HOUSE AT YATES HAS BEEN TORN DOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0723 ***********************************************************************
 GL0723  DESIGNATION -  B 106
 GL0723  PID         -  GL0723
 GL0723  STATE/COUNTY-  NM/UNION
 GL0723  USGS QUAD   -  ROYCE (1966)
 GL0723
 GL0723                         *CURRENT SURVEY CONTROL
 GL0723  ___________________________________________________________________
 GL0723* NAD 83(1986)-  36 25 25.     (N)    103 15 59.     (W)     SCALED    
 GL0723* NAVD 88     -      1542.419  (meters)    5060.42   (feet)  ADJUSTED  
 GL0723  ___________________________________________________________________
 GL0723  GEOID HEIGHT-         -21.77  (meters)                     GEOID03
 GL0723  DYNAMIC HT  -        1540.576 (meters)    5054.37  (feet)  COMP
 GL0723  MODELED GRAV-     979,383.0   (mgal)                       NAVD 88
 GL0723
 GL0723  VERT ORDER  -  SECOND    CLASS 0
 GL0723
 GL0723.The horizontal coordinates were scaled from a topographic map and have
 GL0723.an estimated accuracy of +/- 6 seconds.
 GL0723
 GL0723.The orthometric height was determined by differential leveling
 GL0723.and adjusted by the National Geodetic Survey in June 1991..
 GL0723
 GL0723.The geoid height was determined by GEOID03.
 GL0723
 GL0723.The dynamic height is computed by dividing the NAVD 88
 GL0723.geopotential number by the normal gravity value computed on the
 GL0723.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0723.degrees latitude (g = 980.6199 gals.).
 GL0723
 GL0723.The modeled gravity was interpolated from observed gravity values.
 GL0723
 GL0723;                    North         East    Units  Estimated Accuracy
 GL0723;SPC NM E     -   602,050.      260,680.      MT  (+/- 180 meters Scaled)
 GL0723
 GL0723                          SUPERSEDED SURVEY CONTROL
 GL0723
 GL0723  NGVD 29 (??/??/92) 1541.665  (m)         5057.95   (f) ADJ UNCH    2 0
 GL0723
 GL0723.Superseded values are not recommended for survey control.
 GL0723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0723.See file dsdata.txt to determine how the superseded data were derived.
 GL0723
 GL0723_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA554323(NAD 83)
 GL0723_MARKER: DB = BENCH MARK DISK
 GL0723_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0723_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0723_STAMPING: B 106 1934
 GL0723_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0723+STABILITY: SURFACE MOTION
 GL0723
 GL0723  HISTORY     - Date     Condition        Report By
 GL0723  HISTORY     - 1934     MONUMENTED       CGS
 GL0723  HISTORY     - 1966     GOOD             USGS
 GL0723
 GL0723                          STATION DESCRIPTION
 GL0723
 GL0723'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 GL0723'5.1 MI SW FROM CLAYTON.
 GL0723'CLAYTON, UNION CO., NEW MEXICO.  JUNCTION OF U.S. HIGHWAYS (87-54) AND
 GL0723'56.  GO S.W. ALONG HIGHWAY 56 FOR 4.1 MILES TO AN E.-W SECTION LINE
 GL0723'ROAD. THENCE, 1.0 MILE WEST ALONG GRAVELED ROAD TO THE BENCH MARK ON
 GL0723'THE LEFT.  35 FEET SOUTH OF THE CENTERLINE.  26 FEET WEST OF A FENCE
 GL0723'CORNER AND 6 FEET NORTH OF THE R.O.W. FENCE LINE.  A STANDARD U.S.C.
 GL0723'AND G.S. DISK IN A CONCRETE POST, PROJECTING 0.3 FOOT ABOVE GROUND.
 GL0723'STAMPED B 106 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0499 ***********************************************************************
 FM0499  DESIGNATION -  B 107 RESET
 FM0499  PID         -  FM0499
 FM0499  STATE/COUNTY-  NM/UNION
 FM0499  USGS QUAD   -  AMISTAD (1971)
 FM0499
 FM0499                         *CURRENT SURVEY CONTROL
 FM0499  ___________________________________________________________________
 FM0499* NAD 83(1986)-  35 53 34.     (N)    103 09 38.     (W)     SCALED    
 FM0499* NAVD 88     -      1367.234  (meters)    4485.67   (feet)  ADJUSTED  
 FM0499  ___________________________________________________________________
 FM0499  GEOID HEIGHT-         -22.78  (meters)                     GEOID03
 FM0499  DYNAMIC HT  -        1365.603 (meters)    4480.32  (feet)  COMP
 FM0499  MODELED GRAV-     979,392.2   (mgal)                       NAVD 88
 FM0499
 FM0499  VERT ORDER  -  SECOND    CLASS 0
 FM0499
 FM0499.The horizontal coordinates were scaled from a topographic map and have
 FM0499.an estimated accuracy of +/- 6 seconds.
 FM0499
 FM0499.The orthometric height was determined by differential leveling
 FM0499.and adjusted by the National Geodetic Survey in June 1991..
 FM0499
 FM0499.The geoid height was determined by GEOID03.
 FM0499
 FM0499.The dynamic height is computed by dividing the NAVD 88
 FM0499.geopotential number by the normal gravity value computed on the
 FM0499.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0499.degrees latitude (g = 980.6199 gals.).
 FM0499
 FM0499.The modeled gravity was interpolated from observed gravity values.
 FM0499
 FM0499;                    North         East    Units  Estimated Accuracy
 FM0499;SPC NM E     -   543,260.      270,880.      MT  (+/- 180 meters Scaled)
 FM0499
 FM0499                          SUPERSEDED SURVEY CONTROL
 FM0499
 FM0499  NGVD 29 (??/??/92) 1366.587  (m)         4483.54   (f) ADJ UNCH    2 0
 FM0499
 FM0499.Superseded values are not recommended for survey control.
 FM0499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0499.See file dsdata.txt to determine how the superseded data were derived.
 FM0499
 FM0499_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFV660736(NAD 83)
 FM0499_MARKER: DB = BENCH MARK DISK
 FM0499_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0499_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0499_STAMPING: B 107 RESET 1936
 FM0499_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0499+STABILITY: SURFACE MOTION
 FM0499
 FM0499  HISTORY     - Date     Condition        Report By
 FM0499  HISTORY     - 1936     MONUMENTED       CGS
 FM0499  HISTORY     - 1955     GOOD             NGS
 FM0499
 FM0499                          STATION DESCRIPTION
 FM0499
 FM0499'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 FM0499'2.0 MI S FROM AMISTAD.
 FM0499'0.3 MILE WEST ALONG AN OILED ROAD FROM THE PUBLIC SCHOOL AT AMISTAD,
 FM0499'THENCE 1.7 MILES SOUTH ALONG STATE HIGHWAY 18, 141 FEET NORTH OF THE
 FM0499'CENTER LINE OF A DRIVEWAY LEADING TO A FARMHOUSE, 50 FEET EAST OF THE
 FM0499'CENTER LINE OF THE HIGHWAY, 2.6 FEET SOUTHEAST OF A FENCE CORNER, 2
 FM0499'FEET EAST OF A FENCE, 3.4 FEET EAST OF A WITNESS POST, SET IN THE TOP
 FM0499'OF A CONCRETE POST WHICH IS 0.4 FOOT BELOW THE TOP OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0002 ***********************************************************************
 EP0002  DESIGNATION -  B 109
 EP0002  PID         -  EP0002
 EP0002  STATE/COUNTY-  NM/GUADALUPE
 EP0002  USGS QUAD   -  GIBBONS RANCH (1982)
 EP0002
 EP0002                         *CURRENT SURVEY CONTROL
 EP0002  ___________________________________________________________________
 EP0002* NAD 83(1986)-  34 43 55.     (N)    104 27 42.     (W)     SCALED    
 EP0002* NAVD 88     -      1408.048  (meters)    4619.57   (feet)  ADJUSTED  
 EP0002  ___________________________________________________________________
 EP0002  GEOID HEIGHT-         -23.07  (meters)                     GEOID03
 EP0002  DYNAMIC HT  -        1406.174 (meters)    4613.42  (feet)  COMP
 EP0002  MODELED GRAV-     979,254.6   (mgal)                       NAVD 88
 EP0002
 EP0002  VERT ORDER  -  SECOND    CLASS 0
 EP0002
 EP0002.The horizontal coordinates were scaled from a topographic map and have
 EP0002.an estimated accuracy of +/- 6 seconds.
 EP0002
 EP0002.The orthometric height was determined by differential leveling
 EP0002.and adjusted by the National Geodetic Survey in June 1991..
 EP0002
 EP0002.The geoid height was determined by GEOID03.
 EP0002
 EP0002.The dynamic height is computed by dividing the NAVD 88
 EP0002.geopotential number by the normal gravity value computed on the
 EP0002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EP0002.degrees latitude (g = 980.6199 gals.).
 EP0002
 EP0002.The modeled gravity was interpolated from observed gravity values.
 EP0002
 EP0002;                    North         East    Units  Estimated Accuracy
 EP0002;SPC NM E     -   413,850.      153,250.      MT  (+/- 180 meters Scaled)
 EP0002
 EP0002                          SUPERSEDED SURVEY CONTROL
 EP0002
 EP0002  NGVD 29 (??/??/92) 1407.374  (m)         4617.36   (f) ADJ UNCH    2 0
 EP0002
 EP0002.Superseded values are not recommended for survey control.
 EP0002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EP0002.See file dsdata.txt to determine how the superseded data were derived.
 EP0002
 EP0002_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEU492434(NAD 83)
 EP0002_MARKER: DB = BENCH MARK DISK
 EP0002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EP0002_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EP0002_STAMPING: B-109 1934
 EP0002_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EP0002+STABILITY: SURFACE MOTION
 EP0002
 EP0002  HISTORY     - Date     Condition        Report By
 EP0002  HISTORY     - 1934     MONUMENTED       CGS
 EP0002
 EP0002                          STATION DESCRIPTION
 EP0002
 EP0002'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EP0002'21.0 MI SE FROM SANTA ROSA.
 EP0002'21.0 MILES SOUTHEAST OF COUNTY COURTHOUSE AT SANTA ROSA 75 FEET
 EP0002'NORTHEAST OF THE NORTH AND SOUTH FENCE LINE.  60 FEET SOUTHWEST OF THE
 EP0002'CENTERLINE OF STATE HIGHWAY 20.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0136 ***********************************************************************
 CW0136  DESIGNATION -  B 11
 CW0136  PID         -  CW0136
 CW0136  STATE/COUNTY-  NM/EDDY
 CW0136  USGS QUAD   -  CARLSBAD EAST (1985)
 CW0136
 CW0136                         *CURRENT SURVEY CONTROL
 CW0136  ___________________________________________________________________
 CW0136* NAD 83(1986)-  32 25 08.     (N)    104 13 32.     (W)     SCALED    
 CW0136* NAVD 88     -       948.564  (meters)    3112.08   (feet)  ADJUSTED  
 CW0136  ___________________________________________________________________
 CW0136  GEOID HEIGHT-         -24.24  (meters)                     GEOID03
 CW0136  DYNAMIC HT  -         947.220 (meters)    3107.67  (feet)  COMP
 CW0136  MODELED GRAV-     979,190.9   (mgal)                       NAVD 88
 CW0136
 CW0136  VERT ORDER  -  FIRST     CLASS I
 CW0136
 CW0136.The horizontal coordinates were scaled from a topographic map and have
 CW0136.an estimated accuracy of +/- 6 seconds.
 CW0136
 CW0136.The orthometric height was determined by differential leveling
 CW0136.and adjusted by the National Geodetic Survey in June 1991..
 CW0136
 CW0136.The geoid height was determined by GEOID03.
 CW0136
 CW0136.The dynamic height is computed by dividing the NAVD 88
 CW0136.geopotential number by the normal gravity value computed on the
 CW0136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0136.degrees latitude (g = 980.6199 gals.).
 CW0136
 CW0136.The modeled gravity was interpolated from observed gravity values.
 CW0136
 CW0136;                    North         East    Units  Estimated Accuracy
 CW0136;SPC NM E     -   157,320.      175,140.      MT  (+/- 180 meters Scaled)
 CW0136
 CW0136                          SUPERSEDED SURVEY CONTROL
 CW0136
 CW0136  NGVD 29 (??/??/92)  948.088  (m)         3110.52   (f) ADJ UNCH    1 1
 CW0136
 CW0136.Superseded values are not recommended for survey control.
 CW0136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0136.See file dsdata.txt to determine how the superseded data were derived.
 CW0136
 CW0136_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SER728871(NAD 83)
 CW0136_MARKER: DB = BENCH MARK DISK
 CW0136_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CW0136_SP_SET: BUILDING
 CW0136_STAMPING: B 11 1916 3110.532
 CW0136_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CW0136_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CW0136+SATELLITE: SATELLITE OBSERVATIONS - March 20, 2004
 CW0136
 CW0136  HISTORY     - Date     Condition        Report By
 CW0136  HISTORY     - 1916     MONUMENTED       CGS
 CW0136  HISTORY     - 1957     GOOD             NGS
 CW0136  HISTORY     - 1977     GOOD             NGS
 CW0136  HISTORY     - 1981     GOOD             NGS
 CW0136  HISTORY     - 20040320 GOOD             USPSQD
 CW0136  HISTORY     - 20050709 MARK NOT FOUND   USPSQD
 CW0136
 CW0136                          STATION DESCRIPTION
 CW0136
 CW0136'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 CW0136'IN CARLSBAD.
 CW0136'AT CARLSBAD, ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY, SET
 CW0136'VERTICALLY IN THE EAST FACE OF THE STATION, 3 1/2 FEET SOUTH OF THE
 CW0136'SOUTH EDGE OF THE MOST NORTHERLY ONE OF TWO WAITING ROOM DOORS, AND
 CW0136'ABOUT 5 FEET ABOVE THE BRICK PLATFORM.
 CW0136
 CW0136                          STATION RECOVERY (1977)
 CW0136
 CW0136'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CW0136'AT CARLSBAD, AT THE EAST END OF EAST FOX STREET, ABOUT 45 FT. SOUTH
 CW0136'OF THE NORTHEAST CORNER OF THE ATCHISON TOPEKA AND SANTA FE RAILWAY
 CW0136'STATION BUILDING, 22.5 FT. WEST OF THE WEST RAIL OF THE MAIN TRACK,
 CW0136'SET VERTICALLY IN THE EAST FACE OF A FORMER OUTSIDE WALL OF THE
 CW0136'STATION, IN A SMALL STORE ROOM INSIDE OF THE STATION BUILDING,
 CW0136'1.0 FT. SOUTH OF THE SOUTH EDGE OF FORMER WINDOW ARCH.  ACCESS
 CW0136'TO MARK IS BY GOING IN THE MOST NORTH DOOR ON THE EAST SIDE OF THE
 CW0136'STATION.
 CW0136
 CW0136                          STATION RECOVERY (1981)
 CW0136
 CW0136'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CW0136'RECOVERED IN GOOD CONDITION.
 CW0136
 CW0136                          STATION RECOVERY (2004)
 CW0136
 CW0136'RECOVERY NOTE BY US POWER SQUADRON 2004 (CRB)
 CW0136'RECOVERED IN GOOD CONDITION.
 CW0136
 CW0136                          STATION RECOVERY (2005)
 CW0136
 CW0136'RECOVERY NOTE BY US POWER SQUADRON 2005 (RTK)
 CW0136'THE MARK IS PROBABLY THERE.  THE BUILDING WAS LOCKED AND COULD NOT
 CW0136'VARIFY THAT IT IS STILL THERE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0482 ***********************************************************************
 EO0482  DESIGNATION -  B 110
 EO0482  PID         -  EO0482
 EO0482  STATE/COUNTY-  NM/QUAY
 EO0482  USGS QUAD   -  RAGLAND (1987)
 EO0482
 EO0482                         *CURRENT SURVEY CONTROL
 EO0482  ___________________________________________________________________
 EO0482* NAD 83(1986)-  34 49 19.     (N)    103 44 33.     (W)     SCALED    
 EO0482* NAVD 88     -      1495.002  (meters)    4904.85   (feet)  ADJUSTED  
 EO0482  ___________________________________________________________________
 EO0482  GEOID HEIGHT-         -23.43  (meters)                     GEOID03
 EO0482  DYNAMIC HT  -        1493.014 (meters)    4898.33  (feet)  COMP
 EO0482  MODELED GRAV-     979,252.3   (mgal)                       NAVD 88
 EO0482
 EO0482  VERT ORDER  -  SECOND    CLASS 0
 EO0482
 EO0482.The horizontal coordinates were scaled from a topographic map and have
 EO0482.an estimated accuracy of +/- 6 seconds.
 EO0482
 EO0482.The orthometric height was determined by differential leveling
 EO0482.and adjusted by the National Geodetic Survey in June 1991..
 EO0482
 EO0482.The geoid height was determined by GEOID03.
 EO0482
 EO0482.The dynamic height is computed by dividing the NAVD 88
 EO0482.geopotential number by the normal gravity value computed on the
 EO0482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0482.degrees latitude (g = 980.6199 gals.).
 EO0482
 EO0482.The modeled gravity was interpolated from observed gravity values.
 EO0482
 EO0482;                    North         East    Units  Estimated Accuracy
 EO0482;SPC NM E     -   423,990.      219,050.      MT  (+/- 180 meters Scaled)
 EO0482
 EO0482                          SUPERSEDED SURVEY CONTROL
 EO0482
 EO0482  NGVD 29 (??/??/92) 1494.306  (m)         4902.57   (f) ADJ UNCH    2 0
 EO0482
 EO0482.Superseded values are not recommended for survey control.
 EO0482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0482.See file dsdata.txt to determine how the superseded data were derived.
 EO0482
 EO0482_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFU150540(NAD 83)
 EO0482_MARKER: DB = BENCH MARK DISK
 EO0482_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EO0482_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EO0482_STAMPING: B-110 1934
 EO0482_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EO0482+STABILITY: SURFACE MOTION
 EO0482
 EO0482  HISTORY     - Date     Condition        Report By
 EO0482  HISTORY     - 1934     MONUMENTED       CGS
 EO0482  HISTORY     - 1951     MARK NOT FOUND   LOCSUR
 EO0482
 EO0482                          STATION DESCRIPTION
 EO0482
 EO0482'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EO0482'IN RAGLAND.
 EO0482'168 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF LEE HAMMOCK SERVICE
 EO0482'STATION AND STORE.  2 FEET SOUTH OF TELEPHONE POLE.  40 FEET SOUTH OF
 EO0482'CENTERLINE OF STATE HIGHWAY 18.
 EO0482
 EO0482                          STATION RECOVERY (1951)
 EO0482
 EO0482'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1951
 EO0482'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0261 ***********************************************************************
 EO0261  DESIGNATION -  B 111
 EO0261  PID         -  EO0261
 EO0261  STATE/COUNTY-  NM/CURRY
 EO0261  USGS QUAD   -  NED HOUK PARK (1985)
 EO0261
 EO0261                         *CURRENT SURVEY CONTROL
 EO0261  ___________________________________________________________________
 EO0261* NAD 83(1986)-  34 35 37.     (N)    103 11 54.     (W)     SCALED    
 EO0261* NAVD 88     -      1357.539  (meters)    4453.86   (feet)  ADJUSTED  
 EO0261  ___________________________________________________________________
 EO0261  GEOID HEIGHT-         -23.82  (meters)                     GEOID03
 EO0261  DYNAMIC HT  -        1355.756 (meters)    4448.01  (feet)  COMP
 EO0261  MODELED GRAV-     979,274.9   (mgal)                       NAVD 88
 EO0261
 EO0261  VERT ORDER  -  SECOND    CLASS 0
 EO0261
 EO0261.The horizontal coordinates were scaled from a topographic map and have
 EO0261.an estimated accuracy of +/- 6 seconds.
 EO0261
 EO0261.The orthometric height was determined by differential leveling
 EO0261.and adjusted by the National Geodetic Survey in June 1991..
 EO0261
 EO0261.The geoid height was determined by GEOID03.
 EO0261
 EO0261.The dynamic height is computed by dividing the NAVD 88
 EO0261.geopotential number by the normal gravity value computed on the
 EO0261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0261.degrees latitude (g = 980.6199 gals.).
 EO0261
 EO0261.The modeled gravity was interpolated from observed gravity values.
 EO0261
 EO0261;                    North         East    Units  Estimated Accuracy
 EO0261;SPC NM E     -   399,080.      269,120.      MT  (+/- 180 meters Scaled)
 EO0261
 EO0261                          SUPERSEDED SURVEY CONTROL
 EO0261
 EO0261  NGVD 29 (??/??/92) 1356.906  (m)         4451.78   (f) ADJ UNCH    2 0
 EO0261
 EO0261.Superseded values are not recommended for survey control.
 EO0261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0261.See file dsdata.txt to determine how the superseded data were derived.
 EO0261
 EO0261_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFU652294(NAD 83)
 EO0261_MARKER: DB = BENCH MARK DISK
 EO0261_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EO0261_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EO0261_STAMPING: B-111 1934
 EO0261_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EO0261+STABILITY: SURFACE MOTION
 EO0261
 EO0261  HISTORY     - Date     Condition        Report By
 EO0261  HISTORY     - 1934     MONUMENTED       CGS
 EO0261  HISTORY     - 1956     GOOD             USGS
 EO0261
 EO0261                          STATION DESCRIPTION
 EO0261
 EO0261'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EO0261'14.0 MI N FROM CLOVIS.
 EO0261'14.0 MILES NORTH OF AT AND S F RR DEPOT AT CLOVIS 30 FEET SOUTH OF
 EO0261'EAST AND WEST SECTION LINE ROAD.  18 FEET EAST OF TELEPHONE POLE.  60
 EO0261'FEET NORTHEAST OF CENTERLINE OF STATE HIGHWAY 18.  NOTE-- IT IS AT THE
 EO0261'WEST POINT OF A TRIANGLE FORMED BY A SECTION LINE X-ROAD AND A CURVE
 EO0261'NORTH TO WEST IN STATE HWY. 18.  BM IS 26 FEET SOUTH OF THE GRADED
 EO0261'ROAD CENTER LINE, ABOUT 60 FEET NE. OF THE HIGHWAY CENTER LINE, AND
 EO0261'620 FEET WEST OF THE SECTION LINE X-ROADS, AT THE WEST TIP OF GRASS OF
 EO0261'THE TRIANGLE.
 EO0261
 EO0261                          STATION RECOVERY (1956)
 EO0261
 EO0261'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 EO0261'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0682 ***********************************************************************
 FM0682  DESIGNATION -  B 112
 FM0682  PID         -  FM0682
 FM0682  STATE/COUNTY-  NM/QUAY
 FM0682  USGS QUAD   -  LESBIA (1968)
 FM0682
 FM0682                         *CURRENT SURVEY CONTROL
 FM0682  ___________________________________________________________________
 FM0682* NAD 83(1986)-  35 10 09.     (N)    103 36 48.     (W)     SCALED    
 FM0682* NAVD 88     -      1226.868  (meters)    4025.15   (feet)  ADJUSTED  
 FM0682  ___________________________________________________________________
 FM0682  GEOID HEIGHT-         -23.36  (meters)                     GEOID03
 FM0682  DYNAMIC HT  -        1225.340 (meters)    4020.14  (feet)  COMP
 FM0682  MODELED GRAV-     979,346.4   (mgal)                       NAVD 88
 FM0682
 FM0682  VERT ORDER  -  SECOND    CLASS 0
 FM0682
 FM0682.The horizontal coordinates were scaled from a topographic map and have
 FM0682.an estimated accuracy of +/- 6 seconds.
 FM0682
 FM0682.The orthometric height was determined by differential leveling
 FM0682.and adjusted by the National Geodetic Survey in June 1991..
 FM0682
 FM0682.The geoid height was determined by GEOID03.
 FM0682
 FM0682.The dynamic height is computed by dividing the NAVD 88
 FM0682.geopotential number by the normal gravity value computed on the
 FM0682.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0682.degrees latitude (g = 980.6199 gals.).
 FM0682
 FM0682.The modeled gravity was interpolated from observed gravity values.
 FM0682
 FM0682;                    North         East    Units  Estimated Accuracy
 FM0682;SPC NM E     -   462,580.      230,590.      MT  (+/- 180 meters Scaled)
 FM0682
 FM0682                          SUPERSEDED SURVEY CONTROL
 FM0682
 FM0682  NGVD 29 (??/??/92) 1226.263  (m)         4023.16   (f) ADJ UNCH    2 0
 FM0682
 FM0682.Superseded values are not recommended for survey control.
 FM0682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0682.See file dsdata.txt to determine how the superseded data were derived.
 FM0682
 FM0682_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFU262926(NAD 83)
 FM0682_MARKER: DB = BENCH MARK DISK
 FM0682_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0682_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0682_STAMPING: B 112 1934
 FM0682_PROJECTION: FLUSH
 FM0682_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0682+STABILITY: SURFACE MOTION
 FM0682
 FM0682  HISTORY     - Date     Condition        Report By
 FM0682  HISTORY     - 1934     MONUMENTED       CGS
 FM0682  HISTORY     - 1969     GOOD             USGS
 FM0682  HISTORY     - 19990202 MARK NOT FOUND   NGS
 FM0682
 FM0682                          STATION DESCRIPTION
 FM0682
 FM0682'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 FM0682'6.5 MI E FROM TUCUMCARI.
 FM0682'FROM JCT OF US 66 AND N MEX 18 IN TUCUMCARI GO E 6.3 MILES ON US 66,
 FM0682'THEN 0.2 MI S ON N MEX. HWY 88 TO RR X-ING.  BENCH MARK IS NO FEET N
 FM0682'OF CENTERLINE RR AND 42 FT. E OF CENTERLINE HWY AT A TELEPHONE POLE
 FM0682'STANDARD TABLET IN TOP OF CONCRETE POST 2 MILES ABOVE GROUND, STAMPED
 FM0682'B 112 1934.
 FM0682
 FM0682                          STATION RECOVERY (1999)
 FM0682
 FM0682'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 FM0682'THE CONCRETE POST WAS FOUND WITH THE TOP BROKEN OFF AND THE DISK
 FM0682'MISSING.  ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0484 ***********************************************************************
 EQ0484  DESIGNATION -  B 122
 EQ0484  PID         -  EQ0484
 EQ0484  STATE/COUNTY-  NM/SOCORRO
 EQ0484  USGS QUAD   -  ARROWHEAD WELL (1995)
 EQ0484
 EQ0484                         *CURRENT SURVEY CONTROL
 EQ0484  ___________________________________________________________________
 EQ0484* NAD 83(1986)-  34 02 00.     (N)    107 36 39.     (W)     SCALED    
 EQ0484* NAVD 88     -      2208.878  (meters)    7246.96   (feet)  ADJUSTED  
 EQ0484  ___________________________________________________________________
 EQ0484  GEOID HEIGHT-         -21.68  (meters)                     GEOID03
 EQ0484  DYNAMIC HT  -        2205.403 (meters)    7235.56  (feet)  COMP
 EQ0484  MODELED GRAV-     978,983.9   (mgal)                       NAVD 88
 EQ0484
 EQ0484  VERT ORDER  -  FIRST     CLASS I
 EQ0484
 EQ0484.The horizontal coordinates were scaled from a topographic map and have
 EQ0484.an estimated accuracy of +/- 6 seconds.
 EQ0484
 EQ0484.The orthometric height was determined by differential leveling
 EQ0484.and adjusted by the National Geodetic Survey in June 1991..
 EQ0484
 EQ0484.The geoid height was determined by GEOID03.
 EQ0484
 EQ0484.The dynamic height is computed by dividing the NAVD 88
 EQ0484.geopotential number by the normal gravity value computed on the
 EQ0484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0484.degrees latitude (g = 980.6199 gals.).
 EQ0484
 EQ0484.The modeled gravity was interpolated from observed gravity values.
 EQ0484
 EQ0484;                    North         East    Units  Estimated Accuracy
 EQ0484;SPC NM C     -   337,190.      374,340.      MT  (+/- 180 meters Scaled)
 EQ0484
 EQ0484                          SUPERSEDED SURVEY CONTROL
 EQ0484
 EQ0484  NGVD 29 (??/??/92) 2207.910  (m)         7243.78   (f) ADJ UNCH    1 1
 EQ0484
 EQ0484.Superseded values are not recommended for survey control.
 EQ0484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0484.See file dsdata.txt to determine how the superseded data were derived.
 EQ0484
 EQ0484_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBT589689(NAD 83)
 EQ0484_MARKER: DB = BENCH MARK DISK
 EQ0484_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EQ0484_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EQ0484_STAMPING: B-122 1934
 EQ0484_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EQ0484+STABILITY: SURFACE MOTION
 EQ0484
 EQ0484  HISTORY     - Date     Condition        Report By
 EQ0484  HISTORY     - 1934     MONUMENTED       CGS
 EQ0484  HISTORY     - 1978     GOOD             NGS
 EQ0484  HISTORY     - 1980     GOOD             NGS
 EQ0484
 EQ0484                          STATION DESCRIPTION
 EQ0484
 EQ0484'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EQ0484'15.1 MI E FROM DATIL.
 EQ0484'15.1 MI. E. ALONG U.S. NO. 60, AND 2.2 MI. S. ON ROAD TO BEAVERHEAD 20
 EQ0484'FT. E. OF THE CENTER LINE OF ANGLE IN BLACK CANYON ROAD.
 EQ0484
 EQ0484                          STATION RECOVERY (1978)
 EQ0484
 EQ0484'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EQ0484'15.1 MILES EAST ALONG U.S. HIGHWAY 60 FROM THE STATE TRUCK WEIGHT
 EQ0484'STATION IN DATIL, THENCE ABOUT 4.6 MILES SOUTH ALONG STATE HIGHWAY
 EQ0484'78 AT THE JUNCTION OF THE HIGHWAY AND A ROAD LEADING SOUTHWEST, 20
 EQ0484'FEET EAST OF THE CENTERLINE OF THE HIGHWAY AND 20 FEET EAST OF THE
 EQ0484'JUNCTION OF THE EXTENDED CENTERLINE OF THE SOUTHWEST ROAD AND THE
 EQ0484'STATE HIGHWAY.
 EQ0484
 EQ0484                          STATION RECOVERY (1980)
 EQ0484
 EQ0484'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 EQ0484'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0032 ***********************************************************************
 DT0032  DESIGNATION -  B 123
 DT0032  PID         -  DT0032
 DT0032  STATE/COUNTY-  NM/CATRON
 DT0032  USGS QUAD   -  O BAR O CANYON EAST (1981)
 DT0032
 DT0032                         *CURRENT SURVEY CONTROL
 DT0032  ___________________________________________________________________
 DT0032* NAD 83(1986)-  33 31 10.     (N)    108 08 45.     (W)     SCALED    
 DT0032* NAVD 88     -      2107.102  (meters)    6913.05   (feet)  ADJUSTED  
 DT0032  ___________________________________________________________________
 DT0032  GEOID HEIGHT-         -22.33  (meters)                     GEOID03
 DT0032  DYNAMIC HT  -        2103.728 (meters)    6901.98  (feet)  COMP
 DT0032  MODELED GRAV-     978,960.6   (mgal)                       NAVD 88
 DT0032
 DT0032  VERT ORDER  -  SECOND    CLASS 0
 DT0032
 DT0032.The horizontal coordinates were scaled from a topographic map and have
 DT0032.an estimated accuracy of +/- 6 seconds.
 DT0032
 DT0032.The orthometric height was determined by differential leveling
 DT0032.and adjusted by the National Geodetic Survey in June 1991..
 DT0032
 DT0032.The geoid height was determined by GEOID03.
 DT0032
 DT0032.The dynamic height is computed by dividing the NAVD 88
 DT0032.geopotential number by the normal gravity value computed on the
 DT0032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0032.degrees latitude (g = 980.6199 gals.).
 DT0032
 DT0032.The modeled gravity was interpolated from observed gravity values.
 DT0032
 DT0032;                    North         East    Units  Estimated Accuracy
 DT0032;SPC NM W     -   279,410.      800,970.      MT  (+/- 180 meters Scaled)
 DT0032
 DT0032                          SUPERSEDED SURVEY CONTROL
 DT0032
 DT0032  NGVD 29 (??/??/92) 2106.166  (m)         6909.98   (f) ADJ UNCH    2 0
 DT0032
 DT0032.Superseded values are not recommended for survey control.
 DT0032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0032.See file dsdata.txt to determine how the superseded data were derived.
 DT0032
 DT0032_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYC650125(NAD 83)
 DT0032_MARKER: DB = BENCH MARK DISK
 DT0032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DT0032_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DT0032_STAMPING: B-123 1934
 DT0032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DT0032+STABILITY: SURFACE MOTION
 DT0032
 DT0032  HISTORY     - Date     Condition        Report By
 DT0032  HISTORY     - 1934     MONUMENTED       CGS
 DT0032  HISTORY     - 1975     GOOD             USGS
 DT0032
 DT0032                          STATION DESCRIPTION
 DT0032
 DT0032'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DT0032'6.6 MI N FROM BEAVERHEAD RANGER STATION.
 DT0032'6.6 MI N ON ROAD TO MAGDALENA.  AT THE JUNCTION OF THE ROAD TO
 DT0032'MOGOLLON, ABOUT 90 YDS S OF JACK DYERS STORE, 44 FEET S OF THE
 DT0032'CENTERLINE OF THE INTERSECTION OF THE ROADS TO MOGOLLON AND
 DT0032'BEAVERHEAD, AND 18 FEET S.W. OF THE CENTERLINE OF THE NEW ROAD TO
 DT0032'BEAVERHEAD.
 DT0032
 DT0032                          STATION RECOVERY (1975)
 DT0032
 DT0032'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 DT0032'8.7 MILES NORTHWEST, ALONG STATE HIGHWAY 61 FROM THE RANGER STATION
 DT0032'AT B BEAVERHEAD, CATRON COUNTY, AT THE JUNCTION OF STATE HIGHWAY 78,
 DT0032'270 FEET SOUTH OF A GROUP OF MAIL BOXES, 50 FEET SOUTH OF THE CENTER
 DT0032'OF THE HIGHWAY JUNCTION, 18 FEET SOUTHWEST OF THE CENTER LINE OF
 DT0032'HIGHWAY 61, 9 FT. S OF A FENCE, 18 WEST OF A CATTLE GUARD, 1.6 FT.
 DT0032'ABOVE THE HIGHWAY, A STANDARD DISK, STAMPED B 123 1934 AND SET ON TOP
 DT0032'OF A CONCRETE POST PROJECTING 1.6 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0932 ***********************************************************************
 DS0932  DESIGNATION -  B 124
 DS0932  PID         -  DS0932
 DS0932  STATE/COUNTY-  NM/GRANT
 DS0932  USGS QUAD   -  HAY MESA (1963)
 DS0932
 DS0932                         *CURRENT SURVEY CONTROL
 DS0932  ___________________________________________________________________
 DS0932* NAD 83(1986)-  33 03 10.     (N)    107 59 38.     (W)     SCALED    
 DS0932* NAVD 88     -      2273.817  (meters)    7460.01   (feet)  ADJUSTED  
 DS0932  ___________________________________________________________________
 DS0932  GEOID HEIGHT-         -22.71  (meters)                     GEOID03
 DS0932  DYNAMIC HT  -        2270.063 (meters)    7447.70  (feet)  COMP
 DS0932  MODELED GRAV-     978,904.5   (mgal)                       NAVD 88
 DS0932
 DS0932  VERT ORDER  -  SECOND    CLASS 0
 DS0932
 DS0932.The horizontal coordinates were scaled from a topographic map and have
 DS0932.an estimated accuracy of +/- 6 seconds.
 DS0932
 DS0932.The orthometric height was determined by differential leveling
 DS0932.and adjusted by the National Geodetic Survey in June 1991..
 DS0932
 DS0932.The geoid height was determined by GEOID03.
 DS0932
 DS0932.The dynamic height is computed by dividing the NAVD 88
 DS0932.geopotential number by the normal gravity value computed on the
 DS0932.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0932.degrees latitude (g = 980.6199 gals.).
 DS0932
 DS0932.The modeled gravity was interpolated from observed gravity values.
 DS0932
 DS0932;                    North         East    Units  Estimated Accuracy
 DS0932;SPC NM W     -   227,620.      815,010.      MT  (+/- 180 meters Scaled)
 DS0932
 DS0932                          SUPERSEDED SURVEY CONTROL
 DS0932
 DS0932  NGVD 29 (??/??/92) 2272.812  (m)         7456.72   (f) ADJ UNCH    2 0
 DS0932
 DS0932.Superseded values are not recommended for survey control.
 DS0932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0932.See file dsdata.txt to determine how the superseded data were derived.
 DS0932
 DS0932_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBS204611(NAD 83)
 DS0932_MARKER: DB = BENCH MARK DISK
 DS0932_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0932_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0932_STAMPING: B-124 1934
 DS0932_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0932+STABILITY: SURFACE MOTION
 DS0932
 DS0932  HISTORY     - Date     Condition        Report By
 DS0932  HISTORY     - 1934     MONUMENTED       CGS
 DS0932
 DS0932                          STATION DESCRIPTION
 DS0932
 DS0932'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DS0932'17.3 MI N FROM MIMBRES.
 DS0932'17.3 MI. N. ALONG ROAD TO BEAVERHEAD.  ON LOW TIMBERED MESA, 14 FT. E.
 DS0932'OF A DIM ROAD, AND 20 FT. W. OF THE CENTER LINE OF MAIN ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1188 ***********************************************************************
 CX1188  DESIGNATION -  B 125
 CX1188  PID         -  CX1188
 CX1188  STATE/COUNTY-  NM/LUNA
 CX1188  USGS QUAD   -  TAYLOR MOUNTAIN (1985)
 CX1188
 CX1188                         *CURRENT SURVEY CONTROL
 CX1188  ___________________________________________________________________
 CX1188* NAD 83(1992)-  32 33 44.32384(N)    107 52 54.11607(W)     ADJUSTED  
 CX1188* NAVD 88     -      1561.081  (meters)    5121.65   (feet)  POSTED    
 CX1188  ___________________________________________________________________
 CX1188  LAPLACE CORR-           2.11  (seconds)                    DEFLEC99
 CX1188  GEOID HEIGHT-         -23.90  (meters)                     GEOID03
 CX1188  DYNAMIC HT  -        1558.700 (meters)    5113.83  (feet)  COMP
 CX1188  MODELED GRAV-     979,056.5   (mgal)                       NAVD 88
 CX1188
 CX1188  HORZ ORDER  -  THIRD
 CX1188  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 CX1188
 CX1188.The horizontal coordinates were established by classical geodetic methods
 CX1188.and adjusted by the National Geodetic Survey in December 1993..
 CX1188
 CX1188.The orthometric height was determined by differential leveling
 CX1188.and adjusted by the National Geodetic Survey in 1992..
 CX1188.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 CX1188.rate of 2.1 thru 3.0 mm/km.
 CX1188
 CX1188.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1188
 CX1188.The geoid height was determined by GEOID03.
 CX1188
 CX1188.The dynamic height is computed by dividing the NAVD 88
 CX1188.geopotential number by the normal gravity value computed on the
 CX1188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX1188.degrees latitude (g = 980.6199 gals.).
 CX1188
 CX1188.The modeled gravity was interpolated from observed gravity values.
 CX1188
 CX1188;                    North         East     Units Scale Factor Converg.
 CX1188;SPC NM W     -   173,220.485   825,458.275   MT  0.99991692   -0 01 33.7
 CX1188;SPC NM W     -   568,307.54  2,708,191.02   sFT  0.99991692   -0 01 33.7
 CX1188;UTM  13      - 3,606,430.483   229,434.074   MT  1.00050281   -1 33 06.9
 CX1188
 CX1188!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1188!SPC NM W     -   0.99975871  x   0.99991692  =   0.99967565
 CX1188!UTM  13      -   0.99975871  x   1.00050281  =   1.00026140
 CX1188
 CX1188                          SUPERSEDED SURVEY CONTROL
 CX1188
 CX1188  NAD 83(1986)-  32 33 44.32381(N)    107 52 54.11537(W) AD(       ) 3
 CX1188  NGVD 29 (??/??/92) 1560.280  (m)         5119.02   (f) ADJ UNCH    2 0
 CX1188
 CX1188.Superseded values are not recommended for survey control.
 CX1188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1188.See file dsdata.txt to determine how the superseded data were derived.
 CX1188
 CX1188_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBS2943406430(NAD 83)
 CX1188_MARKER: DB = BENCH MARK DISK
 CX1188_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX1188_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CX1188_STAMPING: B 125 1934
 CX1188_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX1188+STABILITY: SURFACE MOTION
 CX1188
 CX1188  HISTORY     - Date     Condition        Report By
 CX1188  HISTORY     - 1934     MONUMENTED       CGS
 CX1188  HISTORY     - 1953     GOOD             NGS
 CX1188  HISTORY     - 1954     GOOD             USGS
 CX1188
 CX1188                          STATION DESCRIPTION
 CX1188
 CX1188'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CX1188'8.85 MI S FROM DWYER.
 CX1188'8.85 MILES SOUTH ALONG NEW MEXICO STATE HIGHWAY 61 FROM THE GRADE
 CX1188'SCHOOL AT DWYER, 42 FEET NORTH OF THE CENTER LINE OF THE EAST END OF A
 CX1188'24-INCH PIPE CULVERT, 20 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 CX1188'3.0 FEET SOUTHWEST OF A WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY,
 CX1188'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.8 FOOT ABOVE THE
 CX1188'GROUND.
 CX1188
 CX1188                          STATION RECOVERY (1954)
 CX1188
 CX1188'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 CX1188'IN LUNA COUNTY, 8.8 MI. S., ALONG STATE HIGHWAY 61 FROM THE GRADE
 CX1188'SCHOOL AT DWYER, GRANT COUNTY, 42 FT. N. OF THE CENTERLINE OF THE
 CX1188'E. END OF A 24-IN. PIPE CULVERT, 20 FT. E. OF THE CENTERLINE OF
 CX1188'THE HIGHWAY, 3 FT. SW. OF A WHITE WOODEN WITNESS POST, AND LEVEL
 CX1188'WITH THE HIGHWAY.  A STANDARD DISK STAMPED---B 125 1934--- AND
 CX1188'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.8 FT. ABOVE GROUND.
 CX1188'
 CX1188'STATION MARK--A STANDARD USC AND GS BENCH MARK DISK IN A CONCRETE POST
 CX1188'PROTRUDING 0.8 FT. ABOVE GROUND, AND STAMPED---B-125-1934---.
 CX1188'
 CX1188'NO MENTION OF REFERENCE MARKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0067 ***********************************************************************
 CY0067  DESIGNATION -  B 126
 CY0067  PID         -  CY0067
 CY0067  STATE/COUNTY-  NM/GRANT
 CY0067  USGS QUAD   -  WHITE SIGNAL (1992)
 CY0067
 CY0067                         *CURRENT SURVEY CONTROL
 CY0067  ___________________________________________________________________
 CY0067* NAD 83(1986)-  32 36 12.     (N)    108 20 10.     (W)     SCALED    
 CY0067* NAVD 88     -      1830.36   (+/-2cm)    6005.1    (feet)  VERTCON   
 CY0067  ___________________________________________________________________
 CY0067  GEOID HEIGHT-         -24.24  (meters)                     GEOID03
 CY0067
 CY0067  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CY0067
 CY0067.The horizontal coordinates were scaled from a topographic map and have
 CY0067.an estimated accuracy of +/- 6 seconds.
 CY0067
 CY0067.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0067.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0067.The vertical order pertains to the NGVD 29 superseded value.
 CY0067
 CY0067.The geoid height was determined by GEOID03.
 CY0067
 CY0067;                    North         East    Units  Estimated Accuracy
 CY0067;SPC NM W     -   177,880.      782,810.      MT  (+/- 180 meters Scaled)
 CY0067
 CY0067                          SUPERSEDED SURVEY CONTROL
 CY0067
 CY0067  NGVD 29 (??/??/92) 1829.428  (m)         6002.05   (f) ADJ UNCH    2 0
 CY0067
 CY0067.Superseded values are not recommended for survey control.
 CY0067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0067.See file dsdata.txt to determine how the superseded data were derived.
 CY0067
 CY0067_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYB499104(NAD 83)
 CY0067_MARKER: DB = BENCH MARK DISK
 CY0067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0067_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0067_STAMPING: B 126 1934
 CY0067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0067+STABILITY: SURFACE MOTION
 CY0067
 CY0067  HISTORY     - Date     Condition        Report By
 CY0067  HISTORY     - 1934     MONUMENTED       CGS
 CY0067  HISTORY     - 1953     MARK NOT FOUND   NGS
 CY0067
 CY0067                          STATION DESCRIPTION
 CY0067
 CY0067'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CY0067'12.6 MI SW FROM SILVER CITY.
 CY0067'12.6 MILES SOUTHWEST ALONG STATE HIGHWAY 180 FROM THE COURTHOUSE AT
 CY0067'SILVER CITY, GRANT COUNTY, THENCE DETOUR ABOUT 0.4 MILE SOUTHWEST TO
 CY0067'THE OLD HIGHWAY, THENCE ABOUT 1/4 MILE NORTH ALONG THE OLD HIGHWAY, 37
 CY0067'FEET NORTHEAST OF THE CENTER OF A CATTLE GUARD, 21 FEET EAST OF THE
 CY0067'CENTER LINE OF THE OLD HIGHWAY, AND 11 FEET WEST OF A FENCE.  A
 CY0067'STANDARD DISK, STAMPED B 126 1934 AND SET IN THE TOP OF A CONCRETE
 CY0067'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1144 ***********************************************************************
 CX1144  DESIGNATION -  B 127
 CX1144  PID         -  CX1144
 CX1144  STATE/COUNTY-  NM/GRANT
 CX1144  USGS QUAD   -  HILLSBORO PEAK (1985)
 CX1144
 CX1144                         *CURRENT SURVEY CONTROL
 CX1144  ___________________________________________________________________
 CX1144* NAD 83(1986)-  32 52 31.     (N)    107 52 14.     (W)     SCALED    
 CX1144* NAVD 88     -      2132.390  (meters)    6996.02   (feet)  ADJUSTED  
 CX1144  ___________________________________________________________________
 CX1144  GEOID HEIGHT-         -23.02  (meters)                     GEOID03
 CX1144  DYNAMIC HT  -        2128.903 (meters)    6984.58  (feet)  COMP
 CX1144  MODELED GRAV-     978,925.8   (mgal)                       NAVD 88
 CX1144
 CX1144  VERT ORDER  -  SECOND    CLASS 0
 CX1144
 CX1144.The horizontal coordinates were scaled from a topographic map and have
 CX1144.an estimated accuracy of +/- 6 seconds.
 CX1144
 CX1144.The orthometric height was determined by differential leveling
 CX1144.and adjusted by the National Geodetic Survey in June 1991..
 CX1144
 CX1144.The geoid height was determined by GEOID03.
 CX1144
 CX1144.The dynamic height is computed by dividing the NAVD 88
 CX1144.geopotential number by the normal gravity value computed on the
 CX1144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX1144.degrees latitude (g = 980.6199 gals.).
 CX1144
 CX1144.The modeled gravity was interpolated from observed gravity values.
 CX1144
 CX1144;                    North         East    Units  Estimated Accuracy
 CX1144;SPC NM W     -   207,930.      826,520.      MT  (+/- 180 meters Scaled)
 CX1144
 CX1144                          SUPERSEDED SURVEY CONTROL
 CX1144
 CX1144  NGVD 29 (??/??/92) 2131.445  (m)         6992.92   (f) ADJ UNCH    2 0
 CX1144
 CX1144.Superseded values are not recommended for survey control.
 CX1144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1144.See file dsdata.txt to determine how the superseded data were derived.
 CX1144
 CX1144_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBS314411(NAD 83)
 CX1144_MARKER: DB = BENCH MARK DISK
 CX1144_SETTING: 66 = SET IN ROCK OUTCROP
 CX1144_SP_SET: OUTCROP
 CX1144_STAMPING: B 127 1934
 CX1144_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CX1144+STABILITY: POSITION/ELEVATION WELL
 CX1144
 CX1144  HISTORY     - Date     Condition        Report By
 CX1144  HISTORY     - 1934     MONUMENTED       CGS
 CX1144  HISTORY     - 1953     GOOD             NGS
 CX1144
 CX1144                          STATION DESCRIPTION
 CX1144
 CX1144'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CX1144'8.0 MI NE FROM SAN LORENZO.
 CX1144'1.4 MILES SOUTHEAST ALONG NEW MEXICO STATE HIGHWAY 180 FROM THE POST
 CX1144'OFFICE AT SAN LORENZO, THENCE 6.6 MILES NORTHEAST ALONG NEW MEXICO
 CX1144'STATE HIGHWAY 180, ON THE OUTSIDE OF A SHARP CURVE, AT THE TOP OF A
 CX1144'SMALL PASS, 0.15 MILE SOUTH SOUTHEAST OF A SMALL SHARP PROMINENT PEAK,
 CX1144'66 FEET WEST OF THE CENTER LINE OF THE ROAD, ABOUT 2 FEET LOWER THAN
 CX1144'THE HIGHWAY, AND SET IN THE TOP OF A ROCK OUTCROP WHICH PROJECTS 2
 CX1144'FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0037 ***********************************************************************
 DT0037  DESIGNATION -  B 128
 DT0037  PID         -  DT0037
 DT0037  STATE/COUNTY-  NM/CATRON
 DT0037  USGS QUAD   -  O BAR O CANYON EAST (1981)
 DT0037
 DT0037                         *CURRENT SURVEY CONTROL
 DT0037  ___________________________________________________________________
 DT0037* NAD 83(1986)-  33 31 51.     (N)    108 11 38.     (W)     SCALED    
 DT0037* NAVD 88     -      2130.498  (meters)    6989.81   (feet)  ADJUSTED  
 DT0037  ___________________________________________________________________
 DT0037  GEOID HEIGHT-         -22.33  (meters)                     GEOID03
 DT0037  DYNAMIC HT  -        2127.079 (meters)    6978.59  (feet)  COMP
 DT0037  MODELED GRAV-     978,955.7   (mgal)                       NAVD 88
 DT0037
 DT0037  VERT ORDER  -  SECOND    CLASS 0
 DT0037
 DT0037.The horizontal coordinates were scaled from a topographic map and have
 DT0037.an estimated accuracy of +/- 6 seconds.
 DT0037
 DT0037.The orthometric height was determined by differential leveling
 DT0037.and adjusted by the National Geodetic Survey in June 1991..
 DT0037
 DT0037.The geoid height was determined by GEOID03.
 DT0037
 DT0037.The dynamic height is computed by dividing the NAVD 88
 DT0037.geopotential number by the normal gravity value computed on the
 DT0037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0037.degrees latitude (g = 980.6199 gals.).
 DT0037
 DT0037.The modeled gravity was interpolated from observed gravity values.
 DT0037
 DT0037;                    North         East    Units  Estimated Accuracy
 DT0037;SPC NM W     -   280,680.      796,510.      MT  (+/- 180 meters Scaled)
 DT0037
 DT0037                          SUPERSEDED SURVEY CONTROL
 DT0037
 DT0037  NGVD 29 (??/??/92) 2129.551  (m)         6986.70   (f) ADJ UNCH    2 0
 DT0037
 DT0037.Superseded values are not recommended for survey control.
 DT0037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0037.See file dsdata.txt to determine how the superseded data were derived.
 DT0037
 DT0037_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYC605136(NAD 83)
 DT0037_MARKER: DB = BENCH MARK DISK
 DT0037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DT0037_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DT0037_STAMPING: B-128 1934
 DT0037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DT0037+STABILITY: SURFACE MOTION
 DT0037
 DT0037  HISTORY     - Date     Condition        Report By
 DT0037  HISTORY     - 1934     MONUMENTED       CGS
 DT0037  HISTORY     - 1975     GOOD             USGS
 DT0037
 DT0037                          STATION DESCRIPTION
 DT0037
 DT0037'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DT0037'8.2 MI NW FROM BEAVERHEAD R STA.
 DT0037'8.2 MI. NW OF BEAVERHEAD RANGER STATION, ALONG ROAD TO MOGOLLON. ABOUT
 DT0037'100 YDS. S. OF A ROCKLEDGE, AND 35 FT. S. OF THE CENTERLINE OF THE
 DT0037'ROAD.
 DT0037
 DT0037                          STATION RECOVERY (1975)
 DT0037
 DT0037'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 DT0037'BEAVERHEAD RANGER STA, 7.1 MILES NORTHWEST OF ALONG STATE HWY. 61,
 DT0037'THENCE 2.7 MILES NORTHWEST ALONG A DIRT ROAD, THENCE 1.2 MILES WEST
 DT0037'ALONG STATE HWY. 78 NEAR THE LINE BETWEEN SECS. 16 AND 17, T. 9 S.,
 DT0037'R. 13 W. ABOUT 0.2 MILES WEST OF A SLIGHT BEND IN ROAD, 36 FT SOUTH
 DT0037'OF AND 1.1 FT HIGHER THAN ROAD, 3 FT NORTH OF WITNESS POST, IN
 DT0037'CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND, STANDARD TABLET
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0277 ***********************************************************************
 CY0277  DESIGNATION -  B 129
 CY0277  PID         -  CY0277
 CY0277  STATE/COUNTY-  NM/HIDALGO
 CY0277  USGS QUAD   -  ROUND MOUNTAIN (1986)
 CY0277
 CY0277                         *CURRENT SURVEY CONTROL
 CY0277  ___________________________________________________________________
 CY0277* NAD 83(1986)-  32 34 54.     (N)    109 02 24.     (W)     SCALED    
 CY0277* NAVD 88     -      1202.86   (+/-2cm)    3946.4    (feet)  VERTCON   
 CY0277  ___________________________________________________________________
 CY0277  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 CY0277
 CY0277  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CY0277
 CY0277.The horizontal coordinates were scaled from a topographic map and have
 CY0277.an estimated accuracy of +/- 6 seconds.
 CY0277
 CY0277.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0277.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0277.The vertical order pertains to the NGVD 29 superseded value.
 CY0277
 CY0277.The geoid height was determined by GEOID03.
 CY0277
 CY0277;                    North         East    Units  Estimated Accuracy
 CY0277;SPC NM W     -   176,010.      716,710.      MT  (+/- 180 meters Scaled)
 CY0277
 CY0277                          SUPERSEDED SURVEY CONTROL
 CY0277
 CY0277  NGVD 29 (??/??/92) 1202.154  (m)         3944.07   (f) ADJ UNCH    2 0
 CY0277
 CY0277.Superseded values are not recommended for survey control.
 CY0277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0277.See file dsdata.txt to determine how the superseded data were derived.
 CY0277
 CY0277_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB839066(NAD 83)
 CY0277_MARKER: DB = BENCH MARK DISK
 CY0277_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CY0277_SP_SET: BRIDGE ABUTMENT
 CY0277_STAMPING: B 129 1934
 CY0277_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CY0277
 CY0277  HISTORY     - Date     Condition        Report By
 CY0277  HISTORY     - 1934     MONUMENTED       CGS
 CY0277  HISTORY     - 1953     GOOD             NGS
 CY0277
 CY0277                          STATION DESCRIPTION
 CY0277
 CY0277'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CY0277'27.7 MI NW FROM LORDSBURG.
 CY0277'27.7 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC RAILWAY FROM THE
 CY0277'STATION AT LORDSBURG, 4 1/2 POLES SOUTHEAST OF MILEPOST 1174, 10.0
 CY0277'FEET NORTHEAST OF THE NORTHEAST RAIL OF THE TRACK, ABOUT 3 FEET LOWER
 CY0277'THAN THE TRACK, AND SET IN THE TOP OF THE NORTHEAST END OF THE
 CY0277'SOUTHEAST CONCRETE ABUTMENT OF BRIDGE 1173.79.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0039 ***********************************************************************
 FN0039  DESIGNATION -  B 13
 FN0039  PID         -  FN0039
 FN0039  STATE/COUNTY-  NM/GUADALUPE
 FN0039  USGS QUAD   -  MONTOYA (1964)
 FN0039
 FN0039                         *CURRENT SURVEY CONTROL
 FN0039  ___________________________________________________________________
 FN0039* NAD 83(1986)-  35 05 00.     (N)    104 07 30.     (W)     SCALED    
 FN0039* NAVD 88     -      1354.706  (meters)    4444.56   (feet)  ADJUSTED  
 FN0039  ___________________________________________________________________
 FN0039  GEOID HEIGHT-         -22.87  (meters)                     GEOID03
 FN0039  DYNAMIC HT  -        1352.964 (meters)    4438.85  (feet)  COMP
 FN0039  MODELED GRAV-     979,301.2   (mgal)                       NAVD 88
 FN0039
 FN0039  VERT ORDER  -  FIRST     CLASS II
 FN0039
 FN0039.The horizontal coordinates were scaled from a topographic map and have
 FN0039.an estimated accuracy of +/- 6 seconds.
 FN0039
 FN0039.The orthometric height was determined by differential leveling
 FN0039.and adjusted by the National Geodetic Survey in June 1991..
 FN0039
 FN0039.The geoid height was determined by GEOID03.
 FN0039
 FN0039.The dynamic height is computed by dividing the NAVD 88
 FN0039.geopotential number by the normal gravity value computed on the
 FN0039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FN0039.degrees latitude (g = 980.6199 gals.).
 FN0039
 FN0039.The modeled gravity was interpolated from observed gravity values.
 FN0039
 FN0039;                    North         East    Units  Estimated Accuracy
 FN0039;SPC NM E     -   452,840.      184,000.      MT  (+/- 180 meters Scaled)
 FN0039
 FN0039                          SUPERSEDED SURVEY CONTROL
 FN0039
 FN0039  NGVD 29 (??/??/92) 1354.052  (m)         4442.42   (f) ADJ UNCH    1 2
 FN0039
 FN0039.Superseded values are not recommended for survey control.
 FN0039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0039.See file dsdata.txt to determine how the superseded data were derived.
 FN0039
 FN0039_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEU797826(NAD 83)
 FN0039_MARKER: DB = BENCH MARK DISK
 FN0039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FN0039_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FN0039_STAMPING: B-13 1927 4442.419
 FN0039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FN0039+STABILITY: SURFACE MOTION
 FN0039
 FN0039  HISTORY     - Date     Condition        Report By
 FN0039  HISTORY     - 1927     MONUMENTED       CGS
 FN0039  HISTORY     - 1960     GOOD             NGS
 FN0039
 FN0039                          STATION DESCRIPTION
 FN0039
 FN0039'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 FN0039'3.5 MI SW FROM MONTOYA.
 FN0039'THE STATION IS APPROXIMATELY 8 MILES EAST OF NEWKIRK, 3 1/2 MILES
 FN0039'SOUTHWEST OF MONTOYA, 0.2 MILE NORTH OF U.S. HIGHWAY 66, NEAR THE
 FN0039'QUADALUPE-QUAY COUNTY LINE, 120 YARDS NORTHEAST OF MILEPOST SIGN 1603,
 FN0039'57.5 FEET EAST OF A TELEGRAPH POLE, 53 FEET SOUTH OF A T-FENCE CORNER
 FN0039'POST AND 43 FEET NORTH OF THE NORTH RAIL OF THE SOUTHERN PACIFIC CO.
 FN0039'RAILROAD.  IT IS A STANDARD U.S. COAST AND GEODETIC SURVEY BENCH MARK
 FN0039'DISK STAMPED B-13 1927 4442.419 FEET, SET IN A SQUARE CONCRETE POST
 FN0039'WHICH PROJECTS 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0923 ***********************************************************************
 DS0923  DESIGNATION -  B 130
 DS0923  PID         -  DS0923
 DS0923  STATE/COUNTY-  NM/SIERRA
 DS0923  USGS QUAD   -  IRON MOUNTAIN (1965)
 DS0923
 DS0923                         *CURRENT SURVEY CONTROL
 DS0923  ___________________________________________________________________
 DS0923* NAD 83(1986)-  33 28 07.     (N)    107 41 17.     (W)     SCALED    
 DS0923* NAVD 88     -      2141.872  (meters)    7027.13   (feet)  ADJUSTED  
 DS0923  ___________________________________________________________________
 DS0923  GEOID HEIGHT-         -22.34  (meters)                     GEOID03
 DS0923  DYNAMIC HT  -        2138.439 (meters)    7015.86  (feet)  COMP
 DS0923  MODELED GRAV-     978,957.0   (mgal)                       NAVD 88
 DS0923
 DS0923  VERT ORDER  -  SECOND    CLASS 0
 DS0923
 DS0923.The horizontal coordinates were scaled from a topographic map and have
 DS0923.an estimated accuracy of +/- 6 seconds.
 DS0923
 DS0923.The orthometric height was determined by differential leveling
 DS0923.and adjusted by the National Geodetic Survey in June 1991..
 DS0923
 DS0923.The geoid height was determined by GEOID03.
 DS0923
 DS0923.The dynamic height is computed by dividing the NAVD 88
 DS0923.geopotential number by the normal gravity value computed on the
 DS0923.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0923.degrees latitude (g = 980.6199 gals.).
 DS0923
 DS0923.The modeled gravity was interpolated from observed gravity values.
 DS0923
 DS0923;                    North         East    Units  Estimated Accuracy
 DS0923;SPC NM W     -   273,730.      843,500.      MT  (+/- 180 meters Scaled)
 DS0923
 DS0923                          SUPERSEDED SURVEY CONTROL
 DS0923
 DS0923  NGVD 29 (??/??/92) 2140.932  (m)         7024.04   (f) ADJ UNCH    2 0
 DS0923
 DS0923.Superseded values are not recommended for survey control.
 DS0923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0923.See file dsdata.txt to determine how the superseded data were derived.
 DS0923
 DS0923_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBT501064(NAD 83)
 DS0923_MARKER: DB = BENCH MARK DISK
 DS0923_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0923_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0923_STAMPING: B-130 1934
 DS0923_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0923+STABILITY: SURFACE MOTION
 DS0923
 DS0923  HISTORY     - Date     Condition        Report By
 DS0923  HISTORY     - 1934     MONUMENTED       CGS
 DS0923  HISTORY     - 1939     GOOD             NGS
 DS0923
 DS0923                          STATION DESCRIPTION
 DS0923
 DS0923'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DS0923'9.9 MI SW FROM OJO CALIENTE.
 DS0923'9.9 MI. S.W. ALONG ROAD TO BEAVERHEAD.  ABOUT 1/2 MI. W. OF A STORE
 DS0923'AND SERVICE STA., 20 FT. S.E. OF A DIM SIDE ROAD, AND 35 FT. S. OF THE
 DS0923'CENTER LINE OF ROAD.  NOTE-- 0.8 MI W OF HIPPS STORE.
 DS0923
 DS0923                          STATION RECOVERY (1939)
 DS0923
 DS0923'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1939
 DS0923'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0138 ***********************************************************************
 CY0138  DESIGNATION -  B 131
 CY0138  PID         -  CY0138
 CY0138  STATE/COUNTY-  NM/HIDALGO
 CY0138  USGS QUAD   -  STEINS (1965)
 CY0138
 CY0138                         *CURRENT SURVEY CONTROL
 CY0138  ___________________________________________________________________
 CY0138* NAD 83(1986)-  32 13 45.     (N)    108 59 22.     (W)     SCALED    
 CY0138* NAVD 88     -      1324.59   (+/-2cm)    4345.8    (feet)  VERTCON   
 CY0138  ___________________________________________________________________
 CY0138  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 CY0138
 CY0138  VERT ORDER  -  FIRST     CLASS II (See Below)
 CY0138
 CY0138.The horizontal coordinates were scaled from a topographic map and have
 CY0138.an estimated accuracy of +/- 6 seconds.
 CY0138
 CY0138.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0138.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0138.The vertical order pertains to the NGVD 29 superseded value.
 CY0138
 CY0138.The geoid height was determined by GEOID03.
 CY0138
 CY0138;                    North         East    Units  Estimated Accuracy
 CY0138;SPC NM W     -   136,870.      721,030.      MT  (+/- 180 meters Scaled)
 CY0138
 CY0138                          SUPERSEDED SURVEY CONTROL
 CY0138
 CY0138  NGVD 29 (??/??/92) 1323.785  (m)         4343.12   (f) ADJ UNCH    1 2
 CY0138
 CY0138.Superseded values are not recommended for survey control.
 CY0138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0138.See file dsdata.txt to determine how the superseded data were derived.
 CY0138
 CY0138_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA894676(NAD 83)
 CY0138_MARKER: DB = BENCH MARK DISK
 CY0138_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0138_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0138_STAMPING: B 131 1934
 CY0138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0138+STABILITY: SURFACE MOTION
 CY0138
 CY0138  HISTORY     - Date     Condition        Report By
 CY0138  HISTORY     - 1934     MONUMENTED       CGS
 CY0138  HISTORY     - 1953     GOOD             NGS
 CY0138  HISTORY     - 1964     MARK NOT FOUND   USGS
 CY0138  HISTORY     - 1979     MARK NOT FOUND   NGS
 CY0138
 CY0138                          STATION DESCRIPTION
 CY0138
 CY0138'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CY0138'0.15 MI NE FROM STEINS.
 CY0138'0.15 MILE NORTHEAST ALONG THE SOUTHERN PACIFIC RAILWAY FROM THE
 CY0138'STATION AT STEINS, 198.0 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE
 CY0138'MAIN TRACK, 69 FEET NORTHEAST OF THE CENTER LINE OF A GRAVELED ROAD,
 CY0138'42.4 FEET WEST OF A POWER LINE POLE, 45.0 FEET SOUTHWEST OF THE
 CY0138'SOUTHWEST CORNER OF THE SECTION FOREMANS HOUSE, AND SET IN THE TOP OF
 CY0138'A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.  NOTE-- THERE
 CY0138'HAS BEEN BULLDOZER ACTIVITY IN THE VICINITY OF THE DESCRIBED POSITION
 CY0138'OF THE BM.  IT APPEARS THAT THE BM MIGHT HAVE BEEN COVERED RATHER THAN
 CY0138'DESTROYED.  AN ATTEMPT WAS MADE TO DIG THE BM OUT BUT THE ATTEMPT WAS
 CY0138'SOON ABANDONED BECAUSE OF THE HARD GROUND AND BECAUSE OF OUR INABILITY
 CY0138'TO TELL EXACTLY WHERE TO DIG.
 CY0138
 CY0138                          STATION RECOVERY (1964)
 CY0138
 CY0138'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 CY0138'MARK NOT FOUND.
 CY0138
 CY0138                          STATION RECOVERY (1979)
 CY0138
 CY0138'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CY0138'SEARCHED FOR BUT NOT RECOVERED ON THIS DATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CF0057 ***********************************************************************
 CF0057  DESIGNATION -  B 132
 CF0057  PID         -  CF0057
 CF0057  STATE/COUNTY-  NM/HIDALGO
 CF0057  USGS QUAD   -  BEACON HILL (1982)
 CF0057
 CF0057                         *CURRENT SURVEY CONTROL
 CF0057  ___________________________________________________________________
 CF0057* NAD 83(1986)-  31 57 32.     (N)    108 41 11.     (W)     SCALED    
 CF0057* NAVD 88     -      1371.45   (+/-2cm)    4499.5    (feet)  VERTCON   
 CF0057  ___________________________________________________________________
 CF0057  GEOID HEIGHT-         -25.70  (meters)                     GEOID03
 CF0057
 CF0057  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CF0057
 CF0057.The horizontal coordinates were scaled from a topographic map and have
 CF0057.an estimated accuracy of +/- 6 seconds.
 CF0057
 CF0057.The NAVD 88 height was computed by applying the VERTCON shift value to
 CF0057.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CF0057.The vertical order pertains to the NGVD 29 superseded value.
 CF0057
 CF0057.The geoid height was determined by GEOID03.
 CF0057
 CF0057;                    North         East    Units  Estimated Accuracy
 CF0057;SPC NM W     -   106,630.      749,360.      MT  (+/- 180 meters Scaled)
 CF0057
 CF0057                          SUPERSEDED SURVEY CONTROL
 CF0057
 CF0057  NGVD 29 (??/??/92) 1370.653  (m)         4496.88   (f) ADJ UNCH    2 0
 CF0057
 CF0057.Superseded values are not recommended for survey control.
 CF0057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0057.See file dsdata.txt to determine how the superseded data were derived.
 CF0057
 CF0057_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RYA186382(NAD 83)
 CF0057_MARKER: DB = BENCH MARK DISK
 CF0057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CF0057_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CF0057_STAMPING: B-132 1934
 CF0057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CF0057+STABILITY: SURFACE MOTION
 CF0057
 CF0057  HISTORY     - Date     Condition        Report By
 CF0057  HISTORY     - 1934     MONUMENTED       CGS
 CF0057  HISTORY     - 1935     GOOD             NGS
 CF0057  HISTORY     - 1953     GOOD             NGS
 CF0057  HISTORY     - 1981     GOOD             USGS
 CF0057
 CF0057                          STATION DESCRIPTION
 CF0057
 CF0057'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 CF0057'7.2 MI E FROM ANIMAS.
 CF0057'7.2 MI. E. OF DEPOT, ALONG THE S.P.R.R., 1.7 MI. E. OF ANTELOPE.  115
 CF0057'FT. N. OF MILE POST 1183.  90 FT. N. OF THE CENTER LINE OF THE TRACK.
 CF0057'100 YDS. W. OF A CATTLE GUARD.  1 1/2 FT. S. OF A FENCE LINE.
 CF0057
 CF0057                          STATION RECOVERY (1953)
 CF0057
 CF0057'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 CF0057'RECOVERED IN GOOD CONDITION.
 CF0057
 CF0057                          STATION RECOVERY (1981)
 CF0057
 CF0057'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 CF0057'MARK IS LOCATED 7.2 MILES EAST OF ANIMAS P.O. ALONG STATE HIGHWAY 9
 CF0057'AND 270 FEET WEST OF A FENCE NORTH, A STANDARD TABLET SET IN A
 CF0057'CONCRETE POST PROJECTING ABOUT 0.8 FOOT ABOVE GROUND AND IS 170 FEET
 CF0057'SOUTH OF CENTER OF HIGHWAY AND 70 FEET SOUTH OF THE RIGHT OF WAY
 CF0057'FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0355 ***********************************************************************
 CE0355  DESIGNATION -  B 133
 CE0355  PID         -  CE0355
 CE0355  STATE/COUNTY-  NM/LUNA
 CE0355  USGS QUAD   -  COLUMBUS SE (1966)
 CE0355
 CE0355                         *CURRENT SURVEY CONTROL
 CE0355  ___________________________________________________________________
 CE0355* NAD 83(1986)-  31 49 28.     (N)    107 34 43.     (W)     SCALED    
 CE0355* NAVD 88     -      1221.071  (meters)    4006.13   (feet)  ADJUSTED  
 CE0355  ___________________________________________________________________
 CE0355  GEOID HEIGHT-         -24.84  (meters)                     GEOID03
 CE0355  DYNAMIC HT  -        1219.222 (meters)    4000.06  (feet)  COMP
 CE0355  MODELED GRAV-     979,083.3   (mgal)                       NAVD 88
 CE0355
 CE0355  VERT ORDER  -  SECOND    CLASS 0
 CE0355
 CE0355.The horizontal coordinates were scaled from a topographic map and have
 CE0355.an estimated accuracy of +/- 6 seconds.
 CE0355
 CE0355.The orthometric height was determined by differential leveling
 CE0355.and adjusted by the National Geodetic Survey in June 1991..
 CE0355
 CE0355.The geoid height was determined by GEOID03.
 CE0355
 CE0355.The dynamic height is computed by dividing the NAVD 88
 CE0355.geopotential number by the normal gravity value computed on the
 CE0355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0355.degrees latitude (g = 980.6199 gals.).
 CE0355
 CE0355.The modeled gravity was interpolated from observed gravity values.
 CE0355
 CE0355;                    North         East    Units  Estimated Accuracy
 CE0355;SPC NM W     -    91,430.      854,110.      MT  (+/- 180 meters Scaled)
 CE0355
 CE0355                          SUPERSEDED SURVEY CONTROL
 CE0355
 CE0355  NGVD 29 (??/??/92) 1220.498  (m)         4004.25   (f) ADJ UNCH    2 0
 CE0355
 CE0355.Superseded values are not recommended for survey control.
 CE0355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0355.See file dsdata.txt to determine how the superseded data were derived.
 CE0355
 CE0355_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RBR559238(NAD 83)
 CE0355_MARKER: DB = BENCH MARK DISK
 CE0355_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CE0355_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CE0355_STAMPING: B 133 1934
 CE0355_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CE0355+STABILITY: SURFACE MOTION
 CE0355
 CE0355  HISTORY     - Date     Condition        Report By
 CE0355  HISTORY     - 1934     MONUMENTED       CGS
 CE0355  HISTORY     - 1953     GOOD             NGS
 CE0355  HISTORY     - 1958     GOOD             NGS
 CE0355
 CE0355                          STATION DESCRIPTION
 CE0355
 CE0355'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CE0355'3.65 MI E FROM COLUMBUS.
 CE0355'3.65 MILES EAST ALONG THE SOUTHERN PACIFIC RAILWAY FROM THE STATION AT
 CE0355'COLUMBUS, 102 FEET NORTH OF MILEPOST 1254, 46 FEET NORTH OF THE NORTH
 CE0355'RAIL OF THE TRACK, 1.5 FEET SOUTH OF THE NORTH RIGHT-OF-WAY FENCE, 1.0
 CE0355'FOOT NORTH OF A REFERENCE POST, AND SET IN THE TOP OF A CONCRETE POST
 CE0355'PROJECTING 0.2 FOOT ABOVE THE GROUND.
 CE0355
 CE0355                          STATION RECOVERY (1958)
 CE0355
 CE0355'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 CE0355'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0380 ***********************************************************************
 FN0380  DESIGNATION -  B 136
 FN0380  PID         -  FN0380
 FN0380  STATE/COUNTY-  NM/SAN MIGUEL
 FN0380  USGS QUAD   -  PECOS (1961)
 FN0380
 FN0380                         *CURRENT SURVEY CONTROL
 FN0380  ___________________________________________________________________
 FN0380* NAD 83(1986)-  35 34 19.     (N)    105 40 30.     (W)     SCALED    
 FN0380* NAVD 88     -      2111.076  (meters)    6926.09   (feet)  ADJUSTED  
 FN0380  ___________________________________________________________________
 FN0380  GEOID HEIGHT-         -17.97  (meters)                     GEOID03
 FN0380  DYNAMIC HT  -        2108.139 (meters)    6916.45  (feet)  COMP
 FN0380  MODELED GRAV-     979,166.1   (mgal)                       NAVD 88
 FN0380
 FN0380  VERT ORDER  -  SECOND    CLASS 0
 FN0380
 FN0380.The horizontal coordinates were scaled from a topographic map and have
 FN0380.an estimated accuracy of +/- 6 seconds.
 FN0380
 FN0380.The orthometric height was determined by differential leveling
 FN0380.and adjusted by the National Geodetic Survey in June 1991..
 FN0380
 FN0380.The geoid height was determined by GEOID03.
 FN0380
 FN0380.The dynamic height is computed by dividing the NAVD 88
 FN0380.geopotential number by the normal gravity value computed on the
 FN0380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FN0380.degrees latitude (g = 980.6199 gals.).
 FN0380
 FN0380.The modeled gravity was interpolated from observed gravity values.
 FN0380
 FN0380;                    North         East    Units  Estimated Accuracy
 FN0380;SPC NM E     -   507,860.       43,390.      MT  (+/- 180 meters Scaled)
 FN0380
 FN0380                          SUPERSEDED SURVEY CONTROL
 FN0380
 FN0380  NGVD 29 (??/??/92) 2110.071  (m)         6922.79   (f) ADJ UNCH    2 0
 FN0380
 FN0380.Superseded values are not recommended for survey control.
 FN0380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0380.See file dsdata.txt to determine how the superseded data were derived.
 FN0380
 FN0380_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV388366(NAD 83)
 FN0380_MARKER: DB = BENCH MARK DISK
 FN0380_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FN0380_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FN0380_STAMPING: B 136 1934
 FN0380_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FN0380+STABILITY: SURFACE MOTION
 FN0380
 FN0380  HISTORY     - Date     Condition        Report By
 FN0380  HISTORY     - 1934     MONUMENTED       USFS
 FN0380  HISTORY     - 1957     GOOD             NGS
 FN0380
 FN0380                          STATION DESCRIPTION
 FN0380
 FN0380'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 FN0380'IN PECOS.
 FN0380'AT PECOS, ALONG STATE HIGHWAY 63, 30 FEET WEST OF THE CENTER LINE OF
 FN0380'THE HIGHWAY, 114 FEET EAST OF THE NORTHEAST CORNER OF THE OFFICE
 FN0380'BUILDING AT THE RANGER STATION, 11 FEET SOUTH OF THE CENTER OF THE
 FN0380'DRIVEWAY ENTRANCE TO THE STATION, 3 FEET NORTH OF A 22-INCH ELM, 2
 FN0380'FEET WEST OF A STONE FENCE AND IN THE TOP OF A CONCRETE POST WHICH
 FN0380'PROJECTS 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0427 ***********************************************************************
 GM0427  DESIGNATION -  B 138
 GM0427  PID         -  GM0427
 GM0427  STATE/COUNTY-  NM/RIO ARRIBA
 GM0427  USGS QUAD   -  CHIMAYO (1994)
 GM0427
 GM0427                         *CURRENT SURVEY CONTROL
 GM0427  ___________________________________________________________________
 GM0427* NAD 83(1986)-  36 00 09.     (N)    105 58 40.     (W)     SCALED    
 GM0427* NAVD 88     -      1806.374  (meters)    5926.41   (feet)  ADJUSTED  
 GM0427  ___________________________________________________________________
 GM0427  GEOID HEIGHT-         -18.59  (meters)                     GEOID03
 GM0427  DYNAMIC HT  -        1803.963 (meters)    5918.50  (feet)  COMP
 GM0427  MODELED GRAV-     979,234.2   (mgal)                       NAVD 88
 GM0427
 GM0427  VERT ORDER  -  SECOND    CLASS 0
 GM0427
 GM0427.The horizontal coordinates were scaled from a topographic map and have
 GM0427.an estimated accuracy of +/- 6 seconds.
 GM0427
 GM0427.The orthometric height was determined by differential leveling
 GM0427.and adjusted by the National Geodetic Survey in June 1991..
 GM0427
 GM0427.The geoid height was determined by GEOID03.
 GM0427
 GM0427.The dynamic height is computed by dividing the NAVD 88
 GM0427.geopotential number by the normal gravity value computed on the
 GM0427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GM0427.degrees latitude (g = 980.6199 gals.).
 GM0427
 GM0427.The modeled gravity was interpolated from observed gravity values.
 GM0427
 GM0427;                    North         East    Units  Estimated Accuracy
 GM0427;SPC NM C     -   554,830.      524,540.      MT  (+/- 180 meters Scaled)
 GM0427
 GM0427                          SUPERSEDED SURVEY CONTROL
 GM0427
 GM0427  NGVD 29 (??/??/92) 1805.370  (m)         5923.12   (f) ADJ UNCH    2 0
 GM0427
 GM0427.Superseded values are not recommended for survey control.
 GM0427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0427.See file dsdata.txt to determine how the superseded data were derived.
 GM0427
 GM0427_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV118846(NAD 83)
 GM0427_MARKER: DB = BENCH MARK DISK
 GM0427_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GM0427_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GM0427_STAMPING: B 138 1934
 GM0427_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GM0427+STABILITY: SURFACE MOTION
 GM0427
 GM0427  HISTORY     - Date     Condition        Report By
 GM0427  HISTORY     - 1934     MONUMENTED       CGS
 GM0427  HISTORY     - 1941     GOOD             NGS
 GM0427
 GM0427                          STATION DESCRIPTION
 GM0427
 GM0427'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 GM0427'2.8 MI W FROM CHIMAYO.
 GM0427'TO REACH FROM THE CHIMAYO PUBLIC SCHOOL, PROCEED WESTERLY ALONG
 GM0427'GRAVELED ROAD TOWARDS ESPANOLA, GO 2.8 MILES.  BENCH MARK IS IN A
 GM0427'NORTH-SOUTH FENCE LINE ON EASTERLY EDGE OF A CULTIVATED FIELD.  IT IS
 GM0427'47.5 FEET SOUTHERLY FROM SOUTHERLY END OF AN ADOBE FARM HOUSE.  IT IS
 GM0427'38 FEET NORTHERLY FROM AND ABOUT 2.4 FEET ABOVE CENTER LINE OF THE
 GM0427'ROAD.  IT IS 15 FEET NORTHERLY FROM FENCE CORNER.  IT IS 7.0 FEET
 GM0427'WESTERLY FROM CENTER LINE OF LANE CROSSING THE ROAD.  IT IS BENEATH
 GM0427'THE FENCE AND ON TOP OF A SMALL RIDGE BETWEEN THE LANE AND SMALL
 GM0427'IRRIGATION DITCH AT EAST EDGE OF FIELD.  STD. DISK IN LARGE CONCRETE
 GM0427'POST PROJECTING ABOUT 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0018 ***********************************************************************
 GN0018  DESIGNATION -  B 139
 GN0018  PID         -  GN0018
 GN0018  STATE/COUNTY-  NM/RIO ARRIBA
 GN0018  USGS QUAD   -  SAN ANTONIO MOUNTAIN (1995)
 GN0018
 GN0018                         *CURRENT SURVEY CONTROL
 GN0018  ___________________________________________________________________
 GN0018* NAD 83(1986)-  36 50 53.     (N)    106 03 59.     (W)     SCALED    
 GN0018* NAVD 88     -      2679.252  (meters)    8790.18   (feet)  ADJUSTED  
 GN0018  ___________________________________________________________________
 GN0018  GEOID HEIGHT-         -16.45  (meters)                     GEOID03
 GN0018  DYNAMIC HT  -        2675.451 (meters)    8777.71  (feet)  COMP
 GN0018  MODELED GRAV-     979,115.1   (mgal)                       NAVD 88
 GN0018
 GN0018  VERT ORDER  -  SECOND    CLASS 0
 GN0018
 GN0018.The horizontal coordinates were scaled from a topographic map and have
 GN0018.an estimated accuracy of +/- 6 seconds.
 GN0018
 GN0018.The orthometric height was determined by differential leveling
 GN0018.and adjusted by the National Geodetic Survey in June 1991..
 GN0018
 GN0018.The geoid height was determined by GEOID03.
 GN0018
 GN0018.The dynamic height is computed by dividing the NAVD 88
 GN0018.geopotential number by the normal gravity value computed on the
 GN0018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GN0018.degrees latitude (g = 980.6199 gals.).
 GN0018
 GN0018.The modeled gravity was interpolated from observed gravity values.
 GN0018
 GN0018;                    North         East    Units  Estimated Accuracy
 GN0018;SPC NM C     -   648,630.      516,370.      MT  (+/- 180 meters Scaled)
 GN0018
 GN0018                          SUPERSEDED SURVEY CONTROL
 GN0018
 GN0018  NGVD 29 (??/??/92) 2677.864  (m)         8785.63   (f) ADJ UNCH    2 0
 GN0018
 GN0018.Superseded values are not recommended for survey control.
 GN0018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0018.See file dsdata.txt to determine how the superseded data were derived.
 GN0018
 GN0018_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDA049785(NAD 83)
 GN0018_MARKER: DD = SURVEY DISK
 GN0018_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GN0018_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GN0018_STAMPING: B 139 1935
 GN0018_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GN0018+STABILITY: SURFACE MOTION
 GN0018
 GN0018  HISTORY     - Date     Condition        Report By
 GN0018  HISTORY     - 1935     MONUMENTED       USFS
 GN0018  HISTORY     - 1940     GOOD             NGS
 GN0018
 GN0018                          STATION DESCRIPTION
 GN0018
 GN0018'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 GN0018'10.7 MI NW FROM NO AGUA.
 GN0018'10.7 MILES NORTHWEST OF RAILROAD STATION IN NO AGUA, TO REACH FROM THE
 GN0018'DENVER AND RIO GRANDE WESTERN RAILROAD STATION IN NO AGUA, PROCEED
 GN0018'NORTH ON STATE HIGHWAY NO. 74, GO 3.6 MILES.  TURN LEFT (WEST) ONTO
 GN0018'ROAD LEADING TO SAN ANTONE RANGER STATION, AT ITS JUNCTION WITH THE
 GN0018'HIGHWAY, GO 7.1 MILES.  BENCH MARK IS AT THE POINT OF A HILL. AT A
 GN0018'CURVE.  66 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD. 2.0 FEET
 GN0018'SOUTH OF A 4 X 4 INCH WOODEN POST PAINTED WHITE PROJECTING 2.0 FEET.
 GN0018'MONUMENT PROJECTS 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0617 ***********************************************************************
 FM0617  DESIGNATION -  B 14
 FM0617  PID         -  FM0617
 FM0617  STATE/COUNTY-  NM/HARDING
 FM0617  USGS QUAD   -  LOGAN NORTH (1989)
 FM0617
 FM0617                         *CURRENT SURVEY CONTROL
 FM0617  ___________________________________________________________________
 FM0617* NAD 83(1986)-  35 23 34.     (N)    103 29 01.     (W)     SCALED    
 FM0617* NAVD 88     -      1185.230  (meters)    3888.54   (feet)  ADJUSTED  
 FM0617  ___________________________________________________________________
 FM0617  GEOID HEIGHT-         -23.06  (meters)                     GEOID03
 FM0617  DYNAMIC HT  -        1183.803 (meters)    3883.86  (feet)  COMP
 FM0617  MODELED GRAV-     979,389.2   (mgal)                       NAVD 88
 FM0617
 FM0617  VERT ORDER  -  SECOND    CLASS 0
 FM0617
 FM0617.The horizontal coordinates were scaled from a topographic map and have
 FM0617.an estimated accuracy of +/- 6 seconds.
 FM0617
 FM0617.The orthometric height was determined by differential leveling
 FM0617.and adjusted by the National Geodetic Survey in June 1991..
 FM0617
 FM0617.The geoid height was determined by GEOID03.
 FM0617
 FM0617.The dynamic height is computed by dividing the NAVD 88
 FM0617.geopotential number by the normal gravity value computed on the
 FM0617.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0617.degrees latitude (g = 980.6199 gals.).
 FM0617
 FM0617.The modeled gravity was interpolated from observed gravity values.
 FM0617
 FM0617;                    North         East    Units  Estimated Accuracy
 FM0617;SPC NM E     -   487,480.      242,190.      MT  (+/- 180 meters Scaled)
 FM0617
 FM0617                          SUPERSEDED SURVEY CONTROL
 FM0617
 FM0617  NGVD 29 (??/??/92) 1184.662  (m)         3886.68   (f) ADJ UNCH    2 0
 FM0617
 FM0617.Superseded values are not recommended for survey control.
 FM0617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0617.See file dsdata.txt to determine how the superseded data were derived.
 FM0617
 FM0617_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFV377176(NAD 83)
 FM0617_MARKER: DB = BENCH MARK DISK
 FM0617_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0617_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0617_STAMPING: B 14 1927
 FM0617_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0617+STABILITY: SURFACE MOTION
 FM0617
 FM0617  HISTORY     - Date     Condition        Report By
 FM0617  HISTORY     - 1927     MONUMENTED       CGS
 FM0617  HISTORY     - 1957     GOOD             NGS
 FM0617
 FM0617                          STATION DESCRIPTION
 FM0617
 FM0617'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 FM0617'6.35 MI NW FROM LOGAN.
 FM0617'ABOUT 2.5 MILES NORTHWEST ALONG STATE HIGHWAY 39 FROM THE JUNCTION OF
 FM0617'U.S. HIGHWAY 54 AT LOGAN, 3.05 MILES WEST ALONG A ROAD, THENCE 0.6
 FM0617'MILE SOUTH ALONG A ROAD, THENCE 0.2 MILE SOUTHEAST ALONG A FIELD ROAD,
 FM0617'IN SECTION 31, T. 14 N., R. 33 E., 0.3 MILE SOUTHEAST OF A FARM HOUSE,
 FM0617'38 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 68 FEET
 FM0617'SOUTH-SOUTHEAST OF THE SOUTHWEST END OF A 14-INCH CULVERT, 75 FEET
 FM0617'SOUTHEAST OF THE HEAD OF A DEEP DRAW, 1 1/2 FEET SOUTH OF A WHITE
 FM0617'WOODEN WITNESS POST AND IN THE TOP OF A CONCRETE POST WHICH PROJECTS 5
 FM0617'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0749 ***********************************************************************
 FO0749  DESIGNATION -  B 140
 FO0749  PID         -  FO0749
 FO0749  STATE/COUNTY-  NM/CIBOLA
 FO0749  USGS QUAD   -  MILAN (1995)
 FO0749
 FO0749                         *CURRENT SURVEY CONTROL
 FO0749  ___________________________________________________________________
 FO0749* NAD 83(1986)-  35 11 51.     (N)    107 53 18.     (W)     SCALED    
 FO0749* NAVD 88     -      2006.802  (meters)    6583.98   (feet)  ADJUSTED  
 FO0749  ___________________________________________________________________
 FO0749  GEOID HEIGHT-         -20.37  (meters)                     GEOID03
 FO0749  DYNAMIC HT  -        2003.946 (meters)    6574.61  (feet)  COMP
 FO0749  MODELED GRAV-     979,139.0   (mgal)                       NAVD 88
 FO0749
 FO0749  VERT ORDER  -  FIRST     CLASS II
 FO0749
 FO0749.The horizontal coordinates were scaled from a topographic map and have
 FO0749.an estimated accuracy of +/- 6 seconds.
 FO0749
 FO0749.The orthometric height was determined by differential leveling
 FO0749.and adjusted by the National Geodetic Survey in June 1991..
 FO0749
 FO0749.The geoid height was determined by GEOID03.
 FO0749
 FO0749.The dynamic height is computed by dividing the NAVD 88
 FO0749.geopotential number by the normal gravity value computed on the
 FO0749.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0749.degrees latitude (g = 980.6199 gals.).
 FO0749
 FO0749.The modeled gravity was interpolated from observed gravity values.
 FO0749
 FO0749;                    North         East    Units  Estimated Accuracy
 FO0749;SPC NM W     -   465,490.      824,990.      MT  (+/- 180 meters Scaled)
 FO0749
 FO0749                          SUPERSEDED SURVEY CONTROL
 FO0749
 FO0749  NGVD 29 (??/??/92) 2005.756  (m)         6580.55   (f) ADJ UNCH    1 2
 FO0749
 FO0749.Superseded values are not recommended for survey control.
 FO0749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0749.See file dsdata.txt to determine how the superseded data were derived.
 FO0749
 FO0749_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBU370987(NAD 83)
 FO0749_MARKER: DD = SURVEY DISK
 FO0749_SETTING: 80 = SET IN A BOULDER
 FO0749_STAMPING: B 140 1935
 FO0749_MARK LOGO: USFS  
 FO0749_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO0749+STABILITY: SURFACE MOTION
 FO0749
 FO0749  HISTORY     - Date     Condition        Report By
 FO0749  HISTORY     - 1935     MONUMENTED       USFS
 FO0749  HISTORY     - 1941     GOOD             NGS
 FO0749  HISTORY     - 1982     GOOD             NGS
 FO0749
 FO0749                          STATION DESCRIPTION
 FO0749
 FO0749'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 FO0749'4.8 MI NW FROM GRANTS.
 FO0749'TO REACH FROM THE ATCHISON, TOPEKA AND SANTA FE RAILROAD STATION-- GO
 FO0749'3.8 MILES NORTHWEST ALONG U.S. HIGHWAY NO. 66 TO THE INTERSECTION OF
 FO0749'ROAD TO SAN MATEO.  THENCE, GO 1.0 MILE NORTHERLY ALONG THE ROAD TO
 FO0749'SAN MATEO TO THE SITE OF BENCH MARK.  BENCH MARK IS ABOUT 340.0 FEET
 FO0749'SOUTH OF THE INTERSECTION OF ROAD LEADING NORTHWEST TO RANCH HOUSES,
 FO0749'AT THE TOP OF A RIDGE, ABOUT 215.0 FEET SOUTH OF DEEP NARROW WASH AND
 FO0749'ABOUT 180.0 FEET NORTH OF ANOTHER DEEP NARROW WASH.  IT IS 88.0 FEET
 FO0749'EAST OF AND ABOUT 1.0 FOOT ABOVE THE CENTERLINE OF THE ROAD, 22.0 FEET
 FO0749'WEST OF SCRUB CEDAR TREE AND SET HORIZONTALLY IN THE TOP OF A BLACK
 FO0749'BOULDER PROJECTING 1.3 FEET.  A STD. DISK SET IN DRILL HOLE AT AN
 FO0749'ANGLE OF ABOUT SIX DEGREES.
 FO0749
 FO0749                          STATION RECOVERY (1982)
 FO0749
 FO0749'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FO0749'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  6.4 KM (4.0 MI)
 FO0749'NORTHWESTERLY ALONG THE SANTA FE RAILROAD FROM THE RAILROAD STATION IN
 FO0749'GRANTS, THENCE 1.6 KM (1.0 MI) NORTHEAST ALONG STATE HIGHWAY 53, 0.1
 FO0749'KM (0.05 MI) SOUTHEAST OF A GRAVELED ROAD LEADING NORTH, IN THE NORTH
 FO0749'END OF A 2 BY 4 FT EXPOSED AREA OF OUTCROPPING BEDROCK, 26.9 METERS
 FO0749'(88.3 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 7.3 METERS (24.0
 FO0749'FT) EAST OF UTILITY POLE NUMBER RL 141F-1, 3.4 METERS (11.2 FT)
 FO0749'SOUTHEAST OF A FENCE AND 0.7 METER (2.3 FT) WEST OF A GUY WIRE ANCHOR.
 FO0749'THE MARK IS 1.9 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0659 ***********************************************************************
 FO0659  DESIGNATION -  B 141
 FO0659  PID         -  FO0659
 FO0659  STATE/COUNTY-  NM/CIBOLA
 FO0659  USGS QUAD   -  SEBOYETA (1957)
 FO0659
 FO0659                         *CURRENT SURVEY CONTROL
 FO0659  ___________________________________________________________________
 FO0659* NAD 83(1986)-  35 11 03.     (N)    107 27 18.     (W)     SCALED    
 FO0659* NAVD 88     -      2356.651  (meters)    7731.78   (feet)  ADJUSTED  
 FO0659  ___________________________________________________________________
 FO0659  GEOID HEIGHT-         -20.36  (meters)                     GEOID03
 FO0659  DYNAMIC HT  -        2353.151 (meters)    7720.30  (feet)  COMP
 FO0659  MODELED GRAV-     979,063.5   (mgal)                       NAVD 88
 FO0659
 FO0659  VERT ORDER  -  SECOND    CLASS 0
 FO0659
 FO0659.The horizontal coordinates were scaled from a topographic map and have
 FO0659.an estimated accuracy of +/- 6 seconds.
 FO0659
 FO0659.The orthometric height was determined by differential leveling
 FO0659.and adjusted by the National Geodetic Survey in June 1991..
 FO0659
 FO0659.The geoid height was determined by GEOID03.
 FO0659
 FO0659.The dynamic height is computed by dividing the NAVD 88
 FO0659.geopotential number by the normal gravity value computed on the
 FO0659.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0659.degrees latitude (g = 980.6199 gals.).
 FO0659
 FO0659.The modeled gravity was interpolated from observed gravity values.
 FO0659
 FO0659;                    North         East    Units  Estimated Accuracy
 FO0659;SPC NM W     -   464,080.      864,460.      MT  (+/- 180 meters Scaled)
 FO0659
 FO0659                          SUPERSEDED SURVEY CONTROL
 FO0659
 FO0659  NGVD 29 (??/??/92) 2355.461  (m)         7727.88   (f) ADJ UNCH    2 0
 FO0659
 FO0659.Superseded values are not recommended for survey control.
 FO0659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0659.See file dsdata.txt to determine how the superseded data were derived.
 FO0659
 FO0659_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBU764962(NAD 83)
 FO0659_MARKER: DD = SURVEY DISK
 FO0659_SETTING: 80 = SET IN A BOULDER
 FO0659_STAMPING: B 141 1935
 FO0659_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO0659+STABILITY: SURFACE MOTION
 FO0659
 FO0659  HISTORY     - Date     Condition        Report By
 FO0659  HISTORY     - 1935     MONUMENTED       USFS
 FO0659  HISTORY     - 1941     GOOD             NGS
 FO0659
 FO0659                          STATION DESCRIPTION
 FO0659
 FO0659'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 FO0659'8.8 MI NE FROM ENCINAL.
 FO0659'TO REACH FROM THE CATHOLIC CHURCH AT ENCINAL-- GO 3.1 MILES EASTERLY
 FO0659'ALONG THE ROAD TO SAN MATEO TO THE INTERSECTION OF ROAD LEADING
 FO0659'EASTERLY.  THENCE, CONTINUE 5.7 MILES NORTHERLY ALONG THE ROAD TO SAN
 FO0659'MATEO TO THE SITE OF BENCH MARK.  BENCH MARK IS ABOUT 0.4 MILE NORTH
 FO0659'OF THE INTERSECTION OF ROAD LEADING TO THE NORTHWEST, ABOUT 0.15 MILE
 FO0659'SOUTHWEST OF POINT WHERE ROAD CURVES NEAR CANON AND ABOUT 270.0 FEET
 FO0659'SOUTHWEST OF THE SUMMIT OF A HILL.  IT IS SET HORIZONTALLY IN THE TOP
 FO0659'OF SMALL BOULDER PROJECTING 0.8 FOOT ABOUT 13.0 FEET SOUTHEAST OF THE
 FO0659'BASE OF ROCK HILL.  IT IS 32.0 FEET NORTHWEST OF AND ABUT 2.0 FEET
 FO0659'ABOVE THE CENTERLINE OF THE WESTERLY ONE OF DIVIDED ROAD ON THE
 FO0659'SOUTHEAST SLOPE OF HILL AND 12.0 FEET NORTH OF A PINON TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0972 ***********************************************************************
 CX0972  DESIGNATION -  B 142
 CX0972  PID         -  CX0972
 CX0972  STATE/COUNTY-  NM/DONA ANA
 CX0972  USGS QUAD   -  CAMBRAY (1972)
 CX0972
 CX0972                         *CURRENT SURVEY CONTROL
 CX0972  ___________________________________________________________________
 CX0972* NAD 83(1986)-  32 13 48.     (N)    107 17 17.     (W)     SCALED    
 CX0972* NAVD 88     -      1291.811  (meters)    4238.22   (feet)  ADJUSTED  
 CX0972  ___________________________________________________________________
 CX0972  GEOID HEIGHT-         -24.22  (meters)                     GEOID03
 CX0972  DYNAMIC HT  -        1289.879 (meters)    4231.88  (feet)  COMP
 CX0972  MODELED GRAV-     979,098.9   (mgal)                       NAVD 88
 CX0972
 CX0972  VERT ORDER  -  SECOND    CLASS 0
 CX0972
 CX0972.The horizontal coordinates were scaled from a topographic map and have
 CX0972.an estimated accuracy of +/- 6 seconds.
 CX0972
 CX0972.The orthometric height was determined by differential leveling
 CX0972.and adjusted by the National Geodetic Survey in June 1991..
 CX0972
 CX0972.The geoid height was determined by GEOID03.
 CX0972
 CX0972.The dynamic height is computed by dividing the NAVD 88
 CX0972.geopotential number by the normal gravity value computed on the
 CX0972.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0972.degrees latitude (g = 980.6199 gals.).
 CX0972
 CX0972.The modeled gravity was interpolated from observed gravity values.
 CX0972
 CX0972;                    North         East    Units  Estimated Accuracy
 CX0972;SPC NM C     -   136,840.      402,160.      MT  (+/- 180 meters Scaled)
 CX0972
 CX0972                          SUPERSEDED SURVEY CONTROL
 CX0972
 CX0972  NGVD 29 (??/??/92) 1291.213  (m)         4236.25   (f) ADJ UNCH    2 0
 CX0972
 CX0972.Superseded values are not recommended for survey control.
 CX0972.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0972.See file dsdata.txt to determine how the superseded data were derived.
 CX0972
 CX0972_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBR843682(NAD 83)
 CX0972_MARKER: DB = BENCH MARK DISK
 CX0972_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX0972_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CX0972_STAMPING: B 142 1934
 CX0972_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX0972+STABILITY: SURFACE MOTION
 CX0972
 CX0972  HISTORY     - Date     Condition        Report By
 CX0972  HISTORY     - 1934     MONUMENTED       NMGS
 CX0972  HISTORY     - 1953     GOOD             NGS
 CX0972
 CX0972                          STATION DESCRIPTION
 CX0972
 CX0972'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CX0972'1.8 MI E FROM CAMBRAY.
 CX0972'1.8 MILES EAST ALONG ABANDONED U. S. HIGHWAYS 70 AND 80 FROM THE
 CX0972'SOUTHERN PACIFIC RAILWAY STATION AT CAMBRAY, 0.2 MILE EAST OF A GROUP
 CX0972'OF FARM BUILDINGS, 46 FEET NORTH OF THE CENTER LINE OF THE OLD
 CX0972'HIGHWAY, 1.0 FOOT NORTH OF A REFERENCE POST, AND SET IN THE TOP OF A
 CX0972'CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0473 ***********************************************************************
 DR0473  DESIGNATION -  B 144
 DR0473  PID         -  DR0473
 DR0473  STATE/COUNTY-  NM/LINCOLN
 DR0473  USGS QUAD   -  ARABELA (1981)
 DR0473
 DR0473                         *CURRENT SURVEY CONTROL
 DR0473  ___________________________________________________________________
 DR0473* NAD 83(1986)-  33 32 43.     (N)    105 10 44.     (W)     SCALED    
 DR0473* NAVD 88     -      1650.570  (meters)    5415.25   (feet)  ADJUSTED  
 DR0473  ___________________________________________________________________
 DR0473  GEOID HEIGHT-         -21.34  (meters)                     GEOID03
 DR0473  DYNAMIC HT  -        1648.117 (meters)    5407.20  (feet)  COMP
 DR0473  MODELED GRAV-     979,092.6   (mgal)                       NAVD 88
 DR0473
 DR0473  VERT ORDER  -  SECOND    CLASS 0
 DR0473
 DR0473.The horizontal coordinates were scaled from a topographic map and have
 DR0473.an estimated accuracy of +/- 6 seconds.
 DR0473
 DR0473.The orthometric height was determined by differential leveling
 DR0473.and adjusted by the National Geodetic Survey in June 1991..
 DR0473
 DR0473.The geoid height was determined by GEOID03.
 DR0473
 DR0473.The dynamic height is computed by dividing the NAVD 88
 DR0473.geopotential number by the normal gravity value computed on the
 DR0473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0473.degrees latitude (g = 980.6199 gals.).
 DR0473
 DR0473.The modeled gravity was interpolated from observed gravity values.
 DR0473
 DR0473;                    North         East    Units  Estimated Accuracy
 DR0473;SPC NM C     -   282,740.      599,470.      MT  (+/- 180 meters Scaled)
 DR0473
 DR0473                          SUPERSEDED SURVEY CONTROL
 DR0473
 DR0473  NGVD 29 (??/??/92) 1649.847  (m)         5412.87   (f) ADJ UNCH    2 0
 DR0473
 DR0473.Superseded values are not recommended for survey control.
 DR0473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0473.See file dsdata.txt to determine how the superseded data were derived.
 DR0473
 DR0473_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDT833117(NAD 83)
 DR0473_MARKER: DB = BENCH MARK DISK
 DR0473_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR0473_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DR0473_STAMPING: B-144 1935
 DR0473_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR0473+STABILITY: SURFACE MOTION
 DR0473
 DR0473  HISTORY     - Date     Condition        Report By
 DR0473  HISTORY     - 1935     MONUMENTED       CGS
 DR0473  HISTORY     - 1967     GOOD             USGS
 DR0473
 DR0473                          STATION DESCRIPTION
 DR0473
 DR0473'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DR0473'3.1 MI S FROM ARABELA.
 DR0473'3.1 MI. S. ALONG ROAD TO TINNIE 300 YDS. S. OF A SMALL DESERTED RANCH
 DR0473'HOUSE AND CORRALS, 100 YDS. S.W. OF POINT WHERE ROAD ENTERS A DRY
 DR0473'WASH, 70 FT. S.W. OF THE CENTER LINE OF JUNCTION OF SIDE ROAD BEARING
 DR0473'N.W., AND 62 FT. W. OF ANTONIO SOUCKEYS MAIL BOX.  NOTE-- MARK IS 135
 DR0473'EAST OF RD.  THE RANCH HOUSE, CORRALS AND MAIL BOX ARE GONE.
 DR0473
 DR0473                          STATION RECOVERY (1967)
 DR0473
 DR0473'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 DR0473'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0294 ***********************************************************************
 EP0294  DESIGNATION -  B 145
 EP0294  PID         -  EP0294
 EP0294  STATE/COUNTY-  NM/LINCOLN
 EP0294  USGS QUAD   -  COWBOY MESA (1981)
 EP0294
 EP0294                         *CURRENT SURVEY CONTROL
 EP0294  ___________________________________________________________________
 EP0294* NAD 83(1986)-  34 03 26.     (N)    105 06 38.     (W)     SCALED    
 EP0294* NAVD 88     -      1572.733  (meters)    5159.87   (feet)  ADJUSTED  
 EP0294  ___________________________________________________________________
 EP0294  GEOID HEIGHT-         -21.94  (meters)                     GEOID03
 EP0294  DYNAMIC HT  -        1570.496 (meters)    5152.54  (feet)  COMP
 EP0294  MODELED GRAV-     979,158.5   (mgal)                       NAVD 88
 EP0294
 EP0294  VERT ORDER  -  SECOND    CLASS 0
 EP0294
 EP0294.The horizontal coordinates were scaled from a topographic map and have
 EP0294.an estimated accuracy of +/- 6 seconds.
 EP0294
 EP0294.The orthometric height was determined by differential leveling
 EP0294.and adjusted by the National Geodetic Survey in June 1991..
 EP0294
 EP0294.The geoid height was determined by GEOID03.
 EP0294
 EP0294.The dynamic height is computed by dividing the NAVD 88
 EP0294.geopotential number by the normal gravity value computed on the
 EP0294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EP0294.degrees latitude (g = 980.6199 gals.).
 EP0294
 EP0294.The modeled gravity was interpolated from observed gravity values.
 EP0294
 EP0294;                    North         East    Units  Estimated Accuracy
 EP0294;SPC NM C     -   339,590.      605,190.      MT  (+/- 180 meters Scaled)
 EP0294
 EP0294                          SUPERSEDED SURVEY CONTROL
 EP0294
 EP0294  NGVD 29 (??/??/92) 1572.004  (m)         5157.48   (f) ADJ UNCH    2 0
 EP0294
 EP0294.Superseded values are not recommended for survey control.
 EP0294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EP0294.See file dsdata.txt to determine how the superseded data were derived.
 EP0294
 EP0294_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDT897685(NAD 83)
 EP0294_MARKER: DB = BENCH MARK DISK
 EP0294_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EP0294_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EP0294_STAMPING: B-145 1935
 EP0294_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EP0294+STABILITY: SURFACE MOTION
 EP0294
 EP0294  HISTORY     - Date     Condition        Report By
 EP0294  HISTORY     - 1935     MONUMENTED       CGS
 EP0294  HISTORY     - 1939     GOOD             USGS
 EP0294
 EP0294                          STATION DESCRIPTION
 EP0294
 EP0294'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EP0294'6.9 MI S FROM MOSLEY.
 EP0294'6.9 MI. S. ALONG ROAD TO BILLINGS RANCH 250 FT. E. OF GEORGE W. FRY
 EP0294'RANCH HOUSE ON W. SIDE OF THE ROAD, 50 FT. S. OF A DIM ROAD BEARING
 EP0294'E., AND 15 FT. E. OF THE CENTER LINE OF ROAD.
 EP0294
 EP0294                          STATION RECOVERY (1939)
 EP0294
 EP0294'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1939
 EP0294'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0211 ***********************************************************************
 DR0211  DESIGNATION -  B 146
 DR0211  PID         -  DR0211
 DR0211  STATE/COUNTY-  NM/CHAVES
 DR0211  USGS QUAD   -  DERRICK DRAW (1975)
 DR0211
 DR0211                         *CURRENT SURVEY CONTROL
 DR0211  ___________________________________________________________________
 DR0211* NAD 83(1986)-  33 01 37.     (N)    104 08 51.     (W)     SCALED    
 DR0211* NAVD 88     -      1081.818  (meters)    3549.26   (feet)  ADJUSTED  
 DR0211  ___________________________________________________________________
 DR0211  GEOID HEIGHT-         -22.86  (meters)                     GEOID03
 DR0211  DYNAMIC HT  -        1080.337 (meters)    3544.41  (feet)  COMP
 DR0211  MODELED GRAV-     979,230.9   (mgal)                       NAVD 88
 DR0211
 DR0211  VERT ORDER  -  SECOND    CLASS 0
 DR0211
 DR0211.The horizontal coordinates were scaled from a topographic map and have
 DR0211.an estimated accuracy of +/- 6 seconds.
 DR0211
 DR0211.The orthometric height was determined by differential leveling
 DR0211.and adjusted by the National Geodetic Survey in June 1991..
 DR0211
 DR0211.The geoid height was determined by GEOID03.
 DR0211
 DR0211.The dynamic height is computed by dividing the NAVD 88
 DR0211.geopotential number by the normal gravity value computed on the
 DR0211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0211.degrees latitude (g = 980.6199 gals.).
 DR0211
 DR0211.The modeled gravity was interpolated from observed gravity values.
 DR0211
 DR0211;                    North         East    Units  Estimated Accuracy
 DR0211;SPC NM E     -   224,760.      182,360.      MT  (+/- 180 meters Scaled)
 DR0211
 DR0211                          SUPERSEDED SURVEY CONTROL
 DR0211
 DR0211  NGVD 29 (??/??/92) 1081.344  (m)         3547.71   (f) ADJ UNCH    2 0
 DR0211
 DR0211.Superseded values are not recommended for survey control.
 DR0211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0211.See file dsdata.txt to determine how the superseded data were derived.
 DR0211
 DR0211_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES796545(NAD 83)
 DR0211_MARKER: DB = BENCH MARK DISK
 DR0211_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR0211_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DR0211_STAMPING: B 146 1935
 DR0211_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR0211+STABILITY: SURFACE MOTION
 DR0211
 DR0211  HISTORY     - Date     Condition        Report By
 DR0211  HISTORY     - 1935     MONUMENTED       CGS
 DR0211  HISTORY     - 1941     GOOD             NGS
 DR0211
 DR0211                          STATION DESCRIPTION
 DR0211
 DR0211'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 DR0211'14.6 MI SE FROM HAGERMAN.
 DR0211'TO REACH BENCH MARK FROM THE SCHOOL BUILDINGS IN HAGERMAN, PROCEED
 DR0211'EAST ON STATE HIGHWAY NO. 31, GO 7.8 MILES TO TRACK ROAD.  THENCE,
 DR0211'TURN RIGHT (SOUTHEAST), GO 3.6 MILES TO A WINDMILL AT A FORK IN THE
 DR0211'ROAD.  THENCE, TAKE RIGHT FORK (SOUTHERLY), AND GO 3.2 MILES TO SITE
 DR0211'OF BENCH MARK.  BENCH MARK IS AT A FENCE LINE.  12 FEET WEST OF THE
 DR0211'CENTER LINE OF A GATE ACROSS THE ROAD.  2 FEET WEST OF A 4 X 4 INCH
 DR0211'WOODEN MARKER POST.  2 FEET NORTH OF A FENCE.  THE MONUMENT PROJECTS
 DR0211'0.8 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0234 ***********************************************************************
 CE0234  DESIGNATION -  B 147
 CE0234  PID         -  CE0234
 CE0234  STATE/COUNTY-  NM/DONA ANA
 CE0234  USGS QUAD   -  LA UNION (1995)
 CE0234
 CE0234                         *CURRENT SURVEY CONTROL
 CE0234  ___________________________________________________________________
 CE0234* NAD 83(1986)-  31 53 25.     (N)    106 40 26.     (W)     SCALED    
 CE0234* NAVD 88     -      1190.187  (meters)    3904.81   (feet)  ADJUSTED  
 CE0234  ___________________________________________________________________
 CE0234  GEOID HEIGHT-         -24.14  (meters)                     GEOID03
 CE0234  DYNAMIC HT  -        1188.378 (meters)    3898.87  (feet)  COMP
 CE0234  MODELED GRAV-     979,079.0   (mgal)                       NAVD 88
 CE0234
 CE0234  VERT ORDER  -  SECOND    CLASS 0
 CE0234
 CE0234.The horizontal coordinates were scaled from a topographic map and have
 CE0234.an estimated accuracy of +/- 6 seconds.
 CE0234
 CE0234.The orthometric height was determined by differential leveling
 CE0234.and adjusted by the National Geodetic Survey in June 1991..
 CE0234
 CE0234.The geoid height was determined by GEOID03.
 CE0234
 CE0234.The dynamic height is computed by dividing the NAVD 88
 CE0234.geopotential number by the normal gravity value computed on the
 CE0234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0234.degrees latitude (g = 980.6199 gals.).
 CE0234
 CE0234.The modeled gravity was interpolated from observed gravity values.
 CE0234
 CE0234;                    North         East    Units  Estimated Accuracy
 CE0234;SPC NM C     -    98,780.      459,900.      MT  (+/- 180 meters Scaled)
 CE0234
 CE0234                          SUPERSEDED SURVEY CONTROL
 CE0234
 CE0234  NGVD 29 (??/??/92) 1189.620  (m)         3902.94   (f) ADJ UNCH    2 0
 CE0234
 CE0234.Superseded values are not recommended for survey control.
 CE0234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0234.See file dsdata.txt to determine how the superseded data were derived.
 CE0234
 CE0234_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR416294(NAD 83)
 CE0234_MARKER: DB = BENCH MARK DISK
 CE0234_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CE0234_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CE0234_STAMPING: B-147 1935
 CE0234_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CE0234+STABILITY: SURFACE MOTION
 CE0234
 CE0234  HISTORY     - Date     Condition        Report By
 CE0234  HISTORY     - 1935     MONUMENTED       CGS
 CE0234  HISTORY     - 1955     GOOD             AMS
 CE0234
 CE0234                          STATION DESCRIPTION
 CE0234
 CE0234'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 CE0234'6.2 MI NE FROM STRAUSS.
 CE0234'6.2 MI. N.E. ALONG OLD GOLDEN STATE ROAD 0.9 MI. E. OF THE SUMMIT OF A
 CE0234'HILL ON THE MESA, 65 FT. S. OF THE CENTER LINE OF ROAD, AND 27 FT. W.
 CE0234'OF A TELEPHONE POLE WITH A GUY WIRE AT A BEND IN THE TELEPHONE LINE.
 CE0234
 CE0234                          STATION RECOVERY (1955)
 CE0234
 CE0234'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1955
 CE0234'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0429 ***********************************************************************
 CV0429  DESIGNATION -  B 148
 CV0429  PID         -  CV0429
 CV0429  STATE/COUNTY-  NM/EDDY
 CV0429  USGS QUAD   -  MALJAMAR NE (1985)
 CV0429
 CV0429                         *CURRENT SURVEY CONTROL
 CV0429  ___________________________________________________________________
 CV0429* NAD 83(1986)-  32 57 13.     (N)    103 50 51.     (W)     SCALED    
 CV0429* NAVD 88     -      1348.361  (meters)    4423.75   (feet)  ADJUSTED  
 CV0429  ___________________________________________________________________
 CV0429  GEOID HEIGHT-         -22.27  (meters)                     GEOID03
 CV0429  DYNAMIC HT  -        1346.475 (meters)    4417.56  (feet)  COMP
 CV0429  MODELED GRAV-     979,190.8   (mgal)                       NAVD 88
 CV0429
 CV0429  VERT ORDER  -  SECOND    CLASS 0
 CV0429
 CV0429.The horizontal coordinates were scaled from a topographic map and have
 CV0429.an estimated accuracy of +/- 6 seconds.
 CV0429
 CV0429.The orthometric height was determined by differential leveling
 CV0429.and adjusted by the National Geodetic Survey in June 1991..
 CV0429
 CV0429.The geoid height was determined by GEOID03.
 CV0429
 CV0429.The dynamic height is computed by dividing the NAVD 88
 CV0429.geopotential number by the normal gravity value computed on the
 CV0429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0429.degrees latitude (g = 980.6199 gals.).
 CV0429
 CV0429.The modeled gravity was interpolated from observed gravity values.
 CV0429
 CV0429;                    North         East    Units  Estimated Accuracy
 CV0429;SPC NM E     -   216,710.      210,420.      MT  (+/- 180 meters Scaled)
 CV0429
 CV0429                          SUPERSEDED SURVEY CONTROL
 CV0429
 CV0429  NGVD 29 (??/??/92) 1347.832  (m)         4422.01   (f) ADJ UNCH    2 0
 CV0429
 CV0429.Superseded values are not recommended for survey control.
 CV0429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0429.See file dsdata.txt to determine how the superseded data were derived.
 CV0429
 CV0429_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFS077467(NAD 83)
 CV0429_MARKER: DB = BENCH MARK DISK
 CV0429_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0429_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CV0429_STAMPING: B 148 1935
 CV0429_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CV0429+STABILITY: SURFACE MOTION
 CV0429
 CV0429  HISTORY     - Date     Condition        Report By
 CV0429  HISTORY     - 1935     MONUMENTED       CGS
 CV0429
 CV0429                          STATION DESCRIPTION
 CV0429
 CV0429'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 CV0429'9.2 MI NE FROM MALJAMAR.
 CV0429'9.2 MILES N.E. ALONG STATE HWY. NO. 83 AND 31.  ON STATE HWY. 31, 8.3
 CV0429'MILES N.W. OF JUNCTION WITH STATE HWY. NO. 83 AND ABOUT 200 YARDS
 CV0429'SOUTH OF CATTLE GUARD AND 42 FT. WEST OF CENTER LINE OF HWY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0365 ***********************************************************************
 DQ0365  DESIGNATION -  B 149
 DQ0365  PID         -  DQ0365
 DQ0365  STATE/COUNTY-  NM/LEA
 DQ0365  USGS QUAD   -  HILLBURN CITY SW (1984)
 DQ0365
 DQ0365                         *CURRENT SURVEY CONTROL
 DQ0365  ___________________________________________________________________
 DQ0365* NAD 83(1986)-  33 01 02.     (N)    103 25 51.     (W)     SCALED    
 DQ0365* NAVD 88     -      1225.576  (meters)    4020.91   (feet)  ADJUSTED  
 DQ0365  ___________________________________________________________________
 DQ0365  GEOID HEIGHT-         -21.85  (meters)                     GEOID03
 DQ0365  DYNAMIC HT  -        1223.890 (meters)    4015.38  (feet)  COMP
 DQ0365  MODELED GRAV-     979,218.7   (mgal)                       NAVD 88
 DQ0365
 DQ0365  VERT ORDER  -  SECOND    CLASS 0
 DQ0365
 DQ0365.The horizontal coordinates were scaled from a topographic map and have
 DQ0365.an estimated accuracy of +/- 6 seconds.
 DQ0365
 DQ0365.The orthometric height was determined by differential leveling
 DQ0365.and adjusted by the National Geodetic Survey in June 1991..
 DQ0365
 DQ0365.The geoid height was determined by GEOID03.
 DQ0365
 DQ0365.The dynamic height is computed by dividing the NAVD 88
 DQ0365.geopotential number by the normal gravity value computed on the
 DQ0365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0365.degrees latitude (g = 980.6199 gals.).
 DQ0365
 DQ0365.The modeled gravity was interpolated from observed gravity values.
 DQ0365
 DQ0365;                    North         East    Units  Estimated Accuracy
 DQ0365;SPC NM E     -   224,030.      249,320.      MT  (+/- 180 meters Scaled)
 DQ0365
 DQ0365                          SUPERSEDED SURVEY CONTROL
 DQ0365
 DQ0365  NGVD 29 (??/??/92) 1225.104  (m)         4019.36   (f) ADJ UNCH    2 0
 DQ0365
 DQ0365.Superseded values are not recommended for survey control.
 DQ0365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0365.See file dsdata.txt to determine how the superseded data were derived.
 DQ0365
 DQ0365_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFS465542(NAD 83)
 DQ0365_MARKER: DB = BENCH MARK DISK
 DQ0365_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0365_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DQ0365_STAMPING: B 149 1935
 DQ0365_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0365+STABILITY: SURFACE MOTION
 DQ0365
 DQ0365  HISTORY     - Date     Condition        Report By
 DQ0365  HISTORY     - 1935     MONUMENTED       CGS
 DQ0365  HISTORY     - 1970     GOOD             USGS
 DQ0365
 DQ0365                          STATION DESCRIPTION
 DQ0365
 DQ0365'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 DQ0365'11.6 MI NW FROM LOVINGTON.
 DQ0365'5.0 MILES W AND 6.6 MILES N OF LOVINGTON LOVINGTON, JCT OF US HWY 82
 DQ0365'AND STATE HWY 18.  THENCE 1.2 MILES N ALONG STATE HWY 18.  THENCE
 DQ0365'CONTINUING N., ALONG PAVE COUNTY ROAD 0.3 MILES.  THENCE 0.2 MILES W.
 DQ0365'THENCE 3.0 MILES N ALONG PAVED COUNTY ROADS.  THENCE 4.4 MILES W ALONG
 DQ0365'GRAVELED COUNTY ROAD.  THENCE 0.4 MILES NW TO RANCH.  ABOUT 600 FT NW
 DQ0365'OF RANCH HOUSE, AND 30 FT SW OF ROAD.  A STANDARD DISK STAMPED B 149
 DQ0365'1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0126 ***********************************************************************
 FP0126  DESIGNATION -  B 15
 FP0126  PID         -  FP0126
 FP0126  STATE/COUNTY-  NM/MCKINLEY
 FP0126  USGS QUAD   -  TWIN LAKES (1979)
 FP0126
 FP0126                         *CURRENT SURVEY CONTROL
 FP0126  ___________________________________________________________________
 FP0126* NAD 83(1986)-  35 38 35.     (N)    108 46 26.     (W)     SCALED    
 FP0126* NAVD 88     -      2028.571  (meters)    6655.40   (feet)  POSTED    
 FP0126  ___________________________________________________________________
 FP0126  GEOID HEIGHT-         -21.02  (meters)                     GEOID03
 FP0126  DYNAMIC HT  -        2025.750 (meters)    6646.15  (feet)  COMP
 FP0126  MODELED GRAV-     979,169.1   (mgal)                       NAVD 88
 FP0126
 FP0126  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FP0126
 FP0126.The horizontal coordinates were scaled from a topographic map and have
 FP0126.an estimated accuracy of +/- 6 seconds.
 FP0126
 FP0126.The orthometric height was determined by differential leveling
 FP0126.and adjusted by the National Geodetic Survey in 1992..
 FP0126.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FP0126.rate of 0.0 thru 1.0 mm/km.
 FP0126
 FP0126.The geoid height was determined by GEOID03.
 FP0126
 FP0126.The dynamic height is computed by dividing the NAVD 88
 FP0126.geopotential number by the normal gravity value computed on the
 FP0126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0126.degrees latitude (g = 980.6199 gals.).
 FP0126
 FP0126.The modeled gravity was interpolated from observed gravity values.
 FP0126
 FP0126;                    North         East    Units  Estimated Accuracy
 FP0126;SPC NM W     -   515,330.      744,820.      MT  (+/- 180 meters Scaled)
 FP0126
 FP0126                          SUPERSEDED SURVEY CONTROL
 FP0126
 FP0126.No superseded survey control is available for this station.
 FP0126
 FP0126_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYE015466(NAD 83)
 FP0126_MARKER: DB = BENCH MARK DISK
 FP0126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FP0126_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FP0126_STAMPING: 6652, 162 B 15 1927
 FP0126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FP0126+STABILITY: SURFACE MOTION
 FP0126
 FP0126  HISTORY     - Date     Condition        Report By
 FP0126  HISTORY     - 1927     MONUMENTED       CGS
 FP0126  HISTORY     - 1944     MARK NOT FOUND   LOCSUR
 FP0126
 FP0126                          STATION DESCRIPTION
 FP0126
 FP0126'DESCRIBED BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1944
 FP0126'9.4 MI N FROM GALLUP.
 FP0126'ABOUT 9.4 MILES NORTH ALONG THE U.S. HIGHWAY 666 FROM THE POST OFFICE
 FP0126'AT GALLUP, ABOUT 1.1 MILES NORTH OF THE ROAD LEADING TO FORT DEFIANCE,
 FP0126'ABOUT 1/4 MILE SOUTH OF THE TOP OF A HILL, 65 FEET EAST OF THE
 FP0126'CENTERLINE OF THE ROAD, AND 4 FEET WEST OF A POLE.  A STANDARD DISK
 FP0126'STAMPED, 6652.162 B 15 1927 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0354 ***********************************************************************
 DQ0354  DESIGNATION -  B 150
 DQ0354  PID         -  DQ0354
 DQ0354  STATE/COUNTY-  NM/LEA
 DQ0354  USGS QUAD   -  ALSTON RANCH (1984)
 DQ0354
 DQ0354                         *CURRENT SURVEY CONTROL
 DQ0354  ___________________________________________________________________
 DQ0354* NAD 83(1986)-  33 10 11.     (N)    103 24 13.     (W)     SCALED    
 DQ0354* NAVD 88     -      1233.308  (meters)    4046.28   (feet)  ADJUSTED  
 DQ0354  ___________________________________________________________________
 DQ0354  GEOID HEIGHT-         -21.93  (meters)                     GEOID03
 DQ0354  DYNAMIC HT  -        1231.623 (meters)    4040.75  (feet)  COMP
 DQ0354  MODELED GRAV-     979,227.6   (mgal)                       NAVD 88
 DQ0354
 DQ0354  VERT ORDER  -  SECOND    CLASS 0
 DQ0354
 DQ0354.The horizontal coordinates were scaled from a topographic map and have
 DQ0354.an estimated accuracy of +/- 6 seconds.
 DQ0354
 DQ0354.The orthometric height was determined by differential leveling
 DQ0354.and adjusted by the National Geodetic Survey in June 1991..
 DQ0354
 DQ0354.The geoid height was determined by GEOID03.
 DQ0354
 DQ0354.The dynamic height is computed by dividing the NAVD 88
 DQ0354.geopotential number by the normal gravity value computed on the
 DQ0354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0354.degrees latitude (g = 980.6199 gals.).
 DQ0354
 DQ0354.The modeled gravity was interpolated from observed gravity values.
 DQ0354
 DQ0354;                    North         East    Units  Estimated Accuracy
 DQ0354;SPC NM E     -   240,960.      251,710.      MT  (+/- 180 meters Scaled)
 DQ0354
 DQ0354                          SUPERSEDED SURVEY CONTROL
 DQ0354
 DQ0354  NGVD 29 (??/??/92) 1232.856  (m)         4044.80   (f) ADJ UNCH    2 0
 DQ0354
 DQ0354.Superseded values are not recommended for survey control.
 DQ0354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0354.See file dsdata.txt to determine how the superseded data were derived.
 DQ0354
 DQ0354_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFS488712(NAD 83)
 DQ0354_MARKER: DB = BENCH MARK DISK
 DQ0354_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0354_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DQ0354_STAMPING: B 150 1935
 DQ0354_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0354+STABILITY: SURFACE MOTION
 DQ0354
 DQ0354  HISTORY     - Date     Condition        Report By
 DQ0354  HISTORY     - 1935     MONUMENTED       CGS
 DQ0354  HISTORY     - 1970     GOOD             USGS
 DQ0354
 DQ0354                          STATION DESCRIPTION
 DQ0354
 DQ0354'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 DQ0354'7.4 MI NW FROM MCDONALD.
 DQ0354'1.0 MILE N AND 6.4 MILES W OF MCDONALD MCDONALD, JCT OF STATE HWY 18
 DQ0354'AND E-W COUNTY ROAD.  THENCE 4.0 MILES W ALONG COUNTY ROAD.  THENCE
 DQ0354'1.4 MILES NW ALONG COUNTY ROAD.  THENCE 0.5 MILES N ALONG COUNTY ROAD.
 DQ0354'THENCE 0.5 MILES N ALONG DIM TRACK ROAD ON W SIDE OF FENCE LINE. 30
 DQ0354'FT NE OF FENCE CORNER.  A STANDARD DISK STAMPED B 150 1935 AND SET IN
 DQ0354'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0435 ***********************************************************************
 CV0435  DESIGNATION -  B 152
 CV0435  PID         -  CV0435
 CV0435  STATE/COUNTY-  NM/LEA
 CV0435  USGS QUAD   -  BUCKEYE NW (1985)
 CV0435
 CV0435                         *CURRENT SURVEY CONTROL
 CV0435  ___________________________________________________________________
 CV0435* NAD 83(1986)-  32 57 46.     (N)    103 37 33.     (W)     SCALED    
 CV0435* NAVD 88     -      1274.768  (meters)    4182.30   (feet)  ADJUSTED  
 CV0435  ___________________________________________________________________
 CV0435  GEOID HEIGHT-         -21.97  (meters)                     GEOID03
 CV0435  DYNAMIC HT  -        1272.998 (meters)    4176.49  (feet)  COMP
 CV0435  MODELED GRAV-     979,204.3   (mgal)                       NAVD 88
 CV0435
 CV0435  VERT ORDER  -  SECOND    CLASS 0
 CV0435
 CV0435.The horizontal coordinates were scaled from a topographic map and have
 CV0435.an estimated accuracy of +/- 6 seconds.
 CV0435
 CV0435.The orthometric height was determined by differential leveling
 CV0435.and adjusted by the National Geodetic Survey in June 1991..
 CV0435
 CV0435.The geoid height was determined by GEOID03.
 CV0435
 CV0435.The dynamic height is computed by dividing the NAVD 88
 CV0435.geopotential number by the normal gravity value computed on the
 CV0435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0435.degrees latitude (g = 980.6199 gals.).
 CV0435
 CV0435.The modeled gravity was interpolated from observed gravity values.
 CV0435
 CV0435;                    North         East    Units  Estimated Accuracy
 CV0435;SPC NM E     -   217,850.      231,140.      MT  (+/- 180 meters Scaled)
 CV0435
 CV0435                          SUPERSEDED SURVEY CONTROL
 CV0435
 CV0435  NGVD 29 (??/??/92) 1274.269  (m)         4180.66   (f) ADJ UNCH    2 0
 CV0435
 CV0435.Superseded values are not recommended for survey control.
 CV0435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0435.See file dsdata.txt to determine how the superseded data were derived.
 CV0435
 CV0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFS284479(NAD 83)
 CV0435_MARKER: DB = BENCH MARK DISK
 CV0435_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0435_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CV0435_STAMPING: B 152 1935
 CV0435_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CV0435+STABILITY: SURFACE MOTION
 CV0435
 CV0435  HISTORY     - Date     Condition        Report By
 CV0435  HISTORY     - 1935     MONUMENTED       CGS
 CV0435  HISTORY     - 1961     MARK NOT FOUND   USGS
 CV0435  HISTORY     - 1979     GOOD             USGS
 CV0435
 CV0435                          STATION DESCRIPTION
 CV0435
 CV0435'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 CV0435'13.5 MI NE FROM MALJAMAR.
 CV0435'10.0 MI E ALONG STATE HWY NO. 83, THENCE 3.5 MI N ALONG ROADS ON A N.
 CV0435'AND S. ROAD, ABOUT 150 YDS. S. OF A GATE TO AND E. AND W. FENCE LINE,
 CV0435'AND 36 FT. E. OF THE CENTER LINE OF THE ROAD.
 CV0435
 CV0435                          STATION RECOVERY (1961)
 CV0435
 CV0435'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 CV0435'MARK NOT FOUND.
 CV0435
 CV0435                          STATION RECOVERY (1979)
 CV0435
 CV0435'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 CV0435'10.1 MILES NORTHEAST ALONG U.S. HIGHWAY 82 FROM MALJAMAR, LEA COUNTY,
 CV0435'THENCE 3.2 MILES NORTH ALONG AN OIL FIELD AND POWER LINE ACCESS ROAD
 CV0435'THENCE 0.5 MILES WEST ACROSS AN OPEN PASTURE. THE MARK IS
 CV0435'APPROXIMATELY 700 FT. NORTHWEST OF THE CENTER OF A SINKHOLE, 1800 FT.
 CV0435'EAST OF A DRILL HOLE-- NEAR THE NORTH CENTER OF SECTION 1, T16S,
 CV0435'R33E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0327 ***********************************************************************
 EQ0327  DESIGNATION -  B 154
 EQ0327  PID         -  EQ0327
 EQ0327  STATE/COUNTY-  NM/VALENCIA
 EQ0327  USGS QUAD   -  TURN (1991)
 EQ0327
 EQ0327                         *CURRENT SURVEY CONTROL
 EQ0327  ___________________________________________________________________
 EQ0327* NAD 83(1986)-  34 35 44.     (N)    106 44 05.     (W)     SCALED    
 EQ0327* NAVD 88     -      1493.056  (meters)    4898.47   (feet)  ADJUSTED  
 EQ0327  ___________________________________________________________________
 EQ0327  GEOID HEIGHT-         -21.81  (meters)                     GEOID03
 EQ0327  DYNAMIC HT  -        1490.976 (meters)    4891.64  (feet)  COMP
 EQ0327  MODELED GRAV-     979,190.8   (mgal)                       NAVD 88
 EQ0327
 EQ0327  VERT ORDER  -  FIRST     CLASS II
 EQ0327
 EQ0327.The horizontal coordinates were scaled from a topographic map and have
 EQ0327.an estimated accuracy of +/- 6 seconds.
 EQ0327
 EQ0327.The orthometric height was determined by differential leveling
 EQ0327.and adjusted by the National Geodetic Survey in June 1991..
 EQ0327
 EQ0327.The geoid height was determined by GEOID03.
 EQ0327
 EQ0327.The dynamic height is computed by dividing the NAVD 88
 EQ0327.geopotential number by the normal gravity value computed on the
 EQ0327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0327.degrees latitude (g = 980.6199 gals.).
 EQ0327
 EQ0327.The modeled gravity was interpolated from observed gravity values.
 EQ0327
 EQ0327;                    North         East    Units  Estimated Accuracy
 EQ0327;SPC NM C     -   398,820.      455,540.      MT  (+/- 180 meters Scaled)
 EQ0327
 EQ0327                          SUPERSEDED SURVEY CONTROL
 EQ0327
 EQ0327  NGVD 29 (??/??/92) 1492.300  (m)         4895.99   (f) ADJ UNCH    1 2
 EQ0327
 EQ0327.Superseded values are not recommended for survey control.
 EQ0327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0327.See file dsdata.txt to determine how the superseded data were derived.
 EQ0327
 EQ0327_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU409295(NAD 83)
 EQ0327_MARKER: DB = BENCH MARK DISK
 EQ0327_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 EQ0327_SP_SET: 32 FT.
 EQ0327_STAMPING: B 154 1958
 EQ0327_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EQ0327
 EQ0327  HISTORY     - Date     Condition        Report By
 EQ0327  HISTORY     - 1958     MONUMENTED       CGS
 EQ0327
 EQ0327                          STATION DESCRIPTION
 EQ0327
 EQ0327'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 EQ0327'6.1 MI SE FROM BELEN.
 EQ0327'ABOUT 2.3 MILES EAST ALONG STATE HIGHWAY 6 FROM THE ATCHISON, TOPEKA
 EQ0327'AND SANTA FE RAILWAY STATION AT BELEN, THENCE 3.6 MILES SOUTH ALONG
 EQ0327'STATE HIGHWAY 47, THENCE 0.2 MILE SOUTHEAST ALONG THE ATCHISON, TOPEKA
 EQ0327'AND SANTA FE RAILWAY, 3 1/2 POLES NORTHWEST OF MILEPOST 891, 149 FEET
 EQ0327'NORTHEAST OF THE NORTHEAST RAIL OF THE MAIN TRACK, 20 FEET EAST OF A
 EQ0327'POWER POLE, 2 FEET NORTHEAST OF A FENCE, 2 FEET SOUTHEAST OF A WHITE
 EQ0327'WOODEN WITNESS POST, AND ON THE TOP OF A 5/8-INCH COPPER COATED ROD
 EQ0327'WHICH IS DRIVEN TO A DEPTH OF 32 FEET AND IS ENCASED IN A TILE
 EQ0327'PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0026 ***********************************************************************
 EQ0026  DESIGNATION -  B 155
 EQ0026  PID         -  EQ0026
 EQ0026  STATE/COUNTY-  NM/TORRANCE
 EQ0026  USGS QUAD   -  PUNTA DE AGUA (1986)
 EQ0026
 EQ0026                         *CURRENT SURVEY CONTROL
 EQ0026  ___________________________________________________________________
 EQ0026* NAD 83(1986)-  34 30 20.     (N)    106 15 18.     (W)     SCALED    
 EQ0026* NAVD 88     -      1975.005  (meters)    6479.66   (feet)  ADJUSTED  
 EQ0026  ___________________________________________________________________
 EQ0026  GEOID HEIGHT-         -19.94  (meters)                     GEOID03
 EQ0026  DYNAMIC HT  -        1972.125 (meters)    6470.21  (feet)  COMP
 EQ0026  MODELED GRAV-     979,106.1   (mgal)                       NAVD 88
 EQ0026
 EQ0026  VERT ORDER  -  FIRST     CLASS II
 EQ0026
 EQ0026.The horizontal coordinates were scaled from a topographic map and have
 EQ0026.an estimated accuracy of +/- 6 seconds.
 EQ0026
 EQ0026.The orthometric height was determined by differential leveling
 EQ0026.and adjusted by the National Geodetic Survey in June 1991..
 EQ0026
 EQ0026.The geoid height was determined by GEOID03.
 EQ0026
 EQ0026.The dynamic height is computed by dividing the NAVD 88
 EQ0026.geopotential number by the normal gravity value computed on the
 EQ0026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0026.degrees latitude (g = 980.6199 gals.).
 EQ0026
 EQ0026.The modeled gravity was interpolated from observed gravity values.
 EQ0026
 EQ0026;                    North         East    Units  Estimated Accuracy
 EQ0026;SPC NM C     -   388,730.      499,540.      MT  (+/- 180 meters Scaled)
 EQ0026
 EQ0026                          SUPERSEDED SURVEY CONTROL
 EQ0026
 EQ0026  NGVD 29 (??/??/92) 1974.123  (m)         6476.77   (f) ADJ UNCH    1 2
 EQ0026
 EQ0026.Superseded values are not recommended for survey control.
 EQ0026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0026.See file dsdata.txt to determine how the superseded data were derived.
 EQ0026
 EQ0026_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU847189(NAD 83)
 EQ0026_MARKER: DB = BENCH MARK DISK
 EQ0026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EQ0026_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EQ0026_STAMPING: B 155 1958
 EQ0026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EQ0026+STABILITY: SURFACE MOTION
 EQ0026
 EQ0026  HISTORY     - Date     Condition        Report By
 EQ0026  HISTORY     - 1958     MONUMENTED       CGS
 EQ0026
 EQ0026                          STATION DESCRIPTION
 EQ0026
 EQ0026'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 EQ0026'1.3 MI SW FROM MOUNTAINAIR.
 EQ0026'ABOUT 1.3 MILES SOUTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 EQ0026'RAILWAY FROM THE STATION AT MOUNTAINAIR, 1 1/2 POLES SOUTHWEST OF
 EQ0026'MILEPOST 857, 93 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE MAIN
 EQ0026'TRACK, AT THE SOUTHWEST END OF A LONG DEEP CUT, 9 FEET NORTHWEST OF A
 EQ0026'TELEPHONE POLE, 3 1/2 FEET SOUTHEAST OF A FENCE, 2 FEET SOUTHWEST OF A
 EQ0026'WHITE WOODEN WITNESS POST, ABOUT 4 FEET ABOVE THE LEVEL OF THE TRACK,
 EQ0026'AND IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0030 ***********************************************************************
 EP0030  DESIGNATION -  B 156
 EP0030  PID         -  EP0030
 EP0030  STATE/COUNTY-  NM/DE BACA
 EP0030  USGS QUAD   -  FORT SUMNER EAST (1982)
 EP0030
 EP0030                         *CURRENT SURVEY CONTROL
 EP0030  ___________________________________________________________________
 EP0030* NAD 83(1986)-  34 27 38.     (N)    104 11 56.     (W)     SCALED    
 EP0030* NAVD 88     -      1250.472  (meters)    4102.59   (feet)  ADJUSTED  
 EP0030  ___________________________________________________________________
 EP0030  GEOID HEIGHT-         -23.63  (meters)                     GEOID03
 EP0030  DYNAMIC HT  -        1248.819 (meters)    4097.17  (feet)  COMP
 EP0030  MODELED GRAV-     979,270.3   (mgal)                       NAVD 88
 EP0030
 EP0030  VERT ORDER  -  FIRST     CLASS II
 EP0030
 EP0030.The horizontal coordinates were scaled from a topographic map and have
 EP0030.an estimated accuracy of +/- 6 seconds.
 EP0030
 EP0030.The orthometric height was determined by differential leveling
 EP0030.and adjusted by the National Geodetic Survey in June 1991..
 EP0030
 EP0030.The geoid height was determined by GEOID03.
 EP0030
 EP0030.The dynamic height is computed by dividing the NAVD 88
 EP0030.geopotential number by the normal gravity value computed on the
 EP0030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EP0030.degrees latitude (g = 980.6199 gals.).
 EP0030
 EP0030.The modeled gravity was interpolated from observed gravity values.
 EP0030
 EP0030;                    North         East    Units  Estimated Accuracy
 EP0030;SPC NM E     -   383,750.      177,350.      MT  (+/- 180 meters Scaled)
 EP0030
 EP0030                          SUPERSEDED SURVEY CONTROL
 EP0030
 EP0030  NGVD 29 (??/??/92) 1249.856  (m)         4100.57   (f) ADJ UNCH    1 2
 EP0030
 EP0030.Superseded values are not recommended for survey control.
 EP0030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EP0030.See file dsdata.txt to determine how the superseded data were derived.
 EP0030
 EP0030_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEU735135(NAD 83)
 EP0030_MARKER: DB = BENCH MARK DISK
 EP0030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EP0030_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EP0030_STAMPING: B 156 1958
 EP0030_MARK LOGO: CGS   
 EP0030_PROJECTION: PROJECTING 5 CENTIMETERS
 EP0030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EP0030+STABILITY: SURFACE MOTION
 EP0030
 EP0030  HISTORY     - Date     Condition        Report By
 EP0030  HISTORY     - 1958     MONUMENTED       CGS
 EP0030  HISTORY     - 1982     GOOD             NGS
 EP0030
 EP0030                          STATION DESCRIPTION
 EP0030
 EP0030'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 EP0030'2.7 MI E FROM FORT SUMNER.
 EP0030'ABOUT 2.7 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 EP0030'FROM THE STATION AT FORT SUMNER, 108 FEET SOUTH AND ACROSS THE TRACK
 EP0030'FROM MILE POST 714, 95 FEET SOUTH OF THE NEAR RAIL, 63 FEET SOUTHWEST
 EP0030'OF A TELEPHONE POLE, 2 FEET NORTH OF THE RIGHT OF WAY FENCE, ABOUT
 EP0030'0.25 MILE WEST OF AN OVERPASS, 2 FEET EAST OF A METAL WITNESS POST,
 EP0030'ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACK, AND IN THE TOP OF A
 EP0030'CONCRETE POST PROJECTING 8 INCHES.
 EP0030
 EP0030                          STATION RECOVERY (1982)
 EP0030
 EP0030'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 EP0030'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  0.6 KM (0.35
 EP0030'MI) NORTH ALONG U.S. HIGHWAY 84 FROM ITS JUNCTION WITH U.S. HIGHWAY
 EP0030'60 IN FORT SUMNER, THENCE 4.8 KM (3.0 MI) EASTERLY ALONG THE SANTA FE
 EP0030'RAILROAD, 32.9 METERS (107.9 FT) SOUTHWEST OF MILEPOST 714, 29.0
 EP0030'METERS (95.1 FT) SOUTHWEST OF THE NEAR RAIL, 19.4 METERS (63.6 FT)
 EP0030'WEST OF A UTILITY POLE, 12.0 METERS (39.4 FT) EAST-SOUTHEAST OF A
 EP0030'FENCE CORNER AND 0.6 METER (2.0 FT) NORTHEAST OF A FENCE.
 EP0030'THE MARK IS 0.6 METERS  ESE FROM A WITNESS POST.
 EP0030'THE MARK IS 0.6 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0231 ***********************************************************************
 EP0231  DESIGNATION -  B 157
 EP0231  PID         -  EP0231
 EP0231  STATE/COUNTY-  NM/GUADALUPE
 EP0231  USGS QUAD   -  VAUGHN (1978)
 EP0231
 EP0231                         *CURRENT SURVEY CONTROL
 EP0231  ___________________________________________________________________
 EP0231* NAD 83(1986)-  34 34 54.     (N)    105 10 33.     (W)     SCALED    
 EP0231* NAVD 88     -      1802.695  (meters)    5914.34   (feet)  ADJUSTED  
 EP0231  ___________________________________________________________________
 EP0231  GEOID HEIGHT-         -20.94  (meters)                     GEOID03
 EP0231  DYNAMIC HT  -        1800.163 (meters)    5906.03  (feet)  COMP
 EP0231  MODELED GRAV-     979,166.0   (mgal)                       NAVD 88
 EP0231
 EP0231  VERT ORDER  -  FIRST     CLASS II
 EP0231
 EP0231.The horizontal coordinates were scaled from a topographic map and have
 EP0231.an estimated accuracy of +/- 6 seconds.
 EP0231
 EP0231.The orthometric height was determined by differential leveling
 EP0231.and adjusted by the National Geodetic Survey in June 1991..
 EP0231
 EP0231.The geoid height was determined by GEOID03.
 EP0231
 EP0231.The dynamic height is computed by dividing the NAVD 88
 EP0231.geopotential number by the normal gravity value computed on the
 EP0231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EP0231.degrees latitude (g = 980.6199 gals.).
 EP0231
 EP0231.The modeled gravity was interpolated from observed gravity values.
 EP0231
 EP0231;                    North         East    Units  Estimated Accuracy
 EP0231;SPC NM E     -   397,500.       87,710.      MT  (+/- 180 meters Scaled)
 EP0231
 EP0231                          SUPERSEDED SURVEY CONTROL
 EP0231
 EP0231  NGVD 29 (??/??/92) 1801.910  (m)         5911.77   (f) ADJ UNCH    1 2
 EP0231
 EP0231.Superseded values are not recommended for survey control.
 EP0231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EP0231.See file dsdata.txt to determine how the superseded data were derived.
 EP0231
 EP0231_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDU838266(NAD 83)
 EP0231_MARKER: DB = BENCH MARK DISK
 EP0231_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EP0231_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EP0231_STAMPING: B 157 1958
 EP0231_MARK LOGO: CGS   
 EP0231_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EP0231+STABILITY: SURFACE MOTION
 EP0231
 EP0231  HISTORY     - Date     Condition        Report By
 EP0231  HISTORY     - 1958     MONUMENTED       CGS
 EP0231  HISTORY     - 1983     GOOD             NGS
 EP0231
 EP0231                          STATION DESCRIPTION
 EP0231
 EP0231'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 EP0231'1.8 MI SE FROM VAUGHN.
 EP0231'ABOUT 1.8 MILES SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 EP0231'RAILWAY FROM THE STATION AT VAUGHN, ABOUT 1 FOOT BELOW THE LEVEL OF
 EP0231'THE TRACK, ABOUT 0.35 MILE SOUTHEAST OF MILE POST 786, ABOUT 0.2 MILE
 EP0231'SOUTHEAST OF A POWER LINE CROSSING, 91 FEET SOUTHWEST OF THE NEAR
 EP0231'RAIL, 19 FEET SOUTHWEST OF A TELEPHONE POLE, 2 FEET SOUTHWEST OF THE
 EP0231'RIGHT OF WAY FENCE, 2 FEET NORTHWEST OF A METAL WITNESS POST, AND IN
 EP0231'THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 EP0231
 EP0231                          STATION RECOVERY (1983)
 EP0231
 EP0231'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 EP0231'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0676 ***********************************************************************
 FO0676  DESIGNATION -  B 158
 FO0676  PID         -  FO0676
 FO0676  STATE/COUNTY-  NM/CIBOLA
 FO0676  USGS QUAD   -  LAGUNA (1971)
 FO0676
 FO0676                         *CURRENT SURVEY CONTROL
 FO0676  ___________________________________________________________________
 FO0676* NAD 83(1986)-  35 02 53.     (N)    107 26 21.     (W)     SCALED    
 FO0676* NAVD 88     -      1808.646  (meters)    5933.87   (feet)  ADJUSTED  
 FO0676  ___________________________________________________________________
 FO0676  GEOID HEIGHT-         -20.84  (meters)                     GEOID03
 FO0676  DYNAMIC HT  -        1806.107 (meters)    5925.54  (feet)  COMP
 FO0676  MODELED GRAV-     979,166.5   (mgal)                       NAVD 88
 FO0676
 FO0676  VERT ORDER  -  SECOND    CLASS 0
 FO0676
 FO0676.The horizontal coordinates were scaled from a topographic map and have
 FO0676.an estimated accuracy of +/- 6 seconds.
 FO0676
 FO0676.The orthometric height was determined by differential leveling
 FO0676.and adjusted by the National Geodetic Survey in June 1991..
 FO0676
 FO0676.The geoid height was determined by GEOID03.
 FO0676
 FO0676.The dynamic height is computed by dividing the NAVD 88
 FO0676.geopotential number by the normal gravity value computed on the
 FO0676.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0676.degrees latitude (g = 980.6199 gals.).
 FO0676
 FO0676.The modeled gravity was interpolated from observed gravity values.
 FO0676
 FO0676;                    North         East    Units  Estimated Accuracy
 FO0676;SPC NM W     -   448,980.      865,960.      MT  (+/- 180 meters Scaled)
 FO0676
 FO0676                          SUPERSEDED SURVEY CONTROL
 FO0676
 FO0676  NGVD 29 (??/??/92) 1807.622  (m)         5930.51   (f) ADJ UNCH    2 0
 FO0676
 FO0676.Superseded values are not recommended for survey control.
 FO0676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0676.See file dsdata.txt to determine how the superseded data were derived.
 FO0676
 FO0676_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBU775810(NAD 83)
 FO0676_MARKER: DD = SURVEY DISK
 FO0676_SETTING: 66 = SET IN ROCK OUTCROP
 FO0676_SP_SET: SET IN ROCK OUTCROP
 FO0676_STAMPING: B 158 1935
 FO0676_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FO0676+STABILITY: POSITION/ELEVATION WELL
 FO0676
 FO0676  HISTORY     - Date     Condition        Report By
 FO0676  HISTORY     - 1935     MONUMENTED       USFS
 FO0676  HISTORY     - 1941     GOOD             NGS
 FO0676  HISTORY     - 1982     MARK NOT FOUND   NGS
 FO0676
 FO0676                          STATION DESCRIPTION
 FO0676
 FO0676'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 FO0676'1.4 MI NW FROM NEW LAGUNA.
 FO0676'TO REACH FROM THE ATCHISON, TOPEKA AND SANTA FE RAILROAD STATION AT
 FO0676'NEW LAGUNA-- GO 0.9 MILE NORTHWEST ALONG COUNTY ROAD TO INTERSECTION
 FO0676'OF U.S. HIGHWAY NO. 66.  THENCE, GO 0.5 MILE WESTERLY ALONG U.S.
 FO0676'HIGHWAY NO. 66 TO THE BOTTOM OF SMALL HILL AND SITE OF BENCH MARK.
 FO0676'BENCH MARK IS ABOUT 0.2 MILE EAST OF INTERSECTION OF ROAD TO ENCINAL,
 FO0676'ABOUT 0.15 MILE NORTHWEST OF SUMMIT OF SMALL HILL THAT HIGHWAY CROSSES
 FO0676'AND ABOUT 380.0 FEET NORTH OF U.S. HIGHWAY NO. 66 AND CONCRETE
 FO0676'CULVERT.  IT IS ABOUT 86.0 FEET EAST OF OLD ROAD, 74.0 FEET WEST OF
 FO0676'TELEPHONE POLE NO. 1654 AND ABOUT 65.0 FEET SOUTHEAST OF THE SOUTHWEST
 FO0676'POINT OF RIDGE.  IT IS SET HORIZONTALLY IN WHITE SANDSTONE OUTCROP
 FO0676'ABOUT 7.5 FEET ABOVE THE BASE OF HILL.  A STD. U.S. FOREST SERVICE
 FO0676'DISK SET IN A DRILL HOLE.
 FO0676
 FO0676                          STATION RECOVERY (1982)
 FO0676
 FO0676'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FO0676'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0116 ***********************************************************************
 EP0116  DESIGNATION -  B 158
 EP0116  PID         -  EP0116
 EP0116  STATE/COUNTY-  NM/DE BACA
 EP0116  USGS QUAD   -  YESO MESA (1981)
 EP0116
 EP0116                         *CURRENT SURVEY CONTROL
 EP0116  ___________________________________________________________________
 EP0116* NAD 83(1986)-  34 26 39.     (N)    104 49 18.     (W)     SCALED    
 EP0116* NAVD 88     -      1580.901  (meters)    5186.67   (feet)  ADJUSTED  
 EP0116  ___________________________________________________________________
 EP0116  GEOID HEIGHT-         -22.56  (meters)                     GEOID03
 EP0116  DYNAMIC HT  -        1578.674 (meters)    5179.37  (feet)  COMP
 EP0116  MODELED GRAV-     979,171.4   (mgal)                       NAVD 88
 EP0116
 EP0116  VERT ORDER  -  FIRST     CLASS II
 EP0116
 EP0116.The horizontal coordinates were scaled from a topographic map and have
 EP0116.an estimated accuracy of +/- 6 seconds.
 EP0116
 EP0116.The orthometric height was determined by differential leveling
 EP0116.and adjusted by the National Geodetic Survey in June 1991..
 EP0116
 EP0116.The geoid height was determined by GEOID03.
 EP0116
 EP0116.The dynamic height is computed by dividing the NAVD 88
 EP0116.geopotential number by the normal gravity value computed on the
 EP0116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EP0116.degrees latitude (g = 980.6199 gals.).
 EP0116
 EP0116.The modeled gravity was interpolated from observed gravity values.
 EP0116
 EP0116;                    North         East    Units  Estimated Accuracy
 EP0116;SPC NM E     -   382,030.      120,130.      MT  (+/- 180 meters Scaled)
 EP0116
 EP0116                          SUPERSEDED SURVEY CONTROL
 EP0116
 EP0116  NGVD 29 (??/??/92) 1580.152  (m)         5184.22   (f) ADJ UNCH    1 2
 EP0116
 EP0116.Superseded values are not recommended for survey control.
 EP0116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EP0116.See file dsdata.txt to determine how the superseded data were derived.
 EP0116
 EP0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEU163114(NAD 83)
 EP0116_MARKER: DB = BENCH MARK DISK
 EP0116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EP0116_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EP0116_STAMPING: B 158 1958
 EP0116_MARK LOGO: CGS   
 EP0116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EP0116+STABILITY: SURFACE MOTION
 EP0116
 EP0116  HISTORY     - Date     Condition        Report By
 EP0116  HISTORY     - 1958     MONUMENTED       CGS
 EP0116  HISTORY     - 1983     GOOD             NGS
 EP0116
 EP0116                          STATION DESCRIPTION
 EP0116
 EP0116'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 EP0116'14.0 MI W FROM YESO.
 EP0116'ABOUT 14.0 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 EP0116'FROM THE STATION AT YESO, ABOUT 0.1 MILE EAST OF MILE POST 758, 87
 EP0116'FEET NORTHWEST OF THE FOURTH TELEPHONE POLE, 122 FEET SOUTHEAST OF THE
 EP0116'CENTER LINE OF A DIRT ROAD CROSSING, 76 FEET SOUTH OF THE NEAR RAIL,
 EP0116'50 FEET EAST OF THE CENTER LINE OF THE DIRT ROAD, 31 FEET NORTH OF THE
 EP0116'RIGHT OF WAY FENCE, 2 FEET EAST OF AN OFFSET FENCE, 2 FEET NORTH OF A
 EP0116'METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE TRACK, AND IN
 EP0116'THE TOP OF A CONCRETE POST PROJECTING 9 INCHES.
 EP0116
 EP0116                          STATION RECOVERY (1983)
 EP0116
 EP0116'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 EP0116'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0064 ***********************************************************************
 EP0064  DESIGNATION -  B 159
 EP0064  PID         -  EP0064
 EP0064  STATE/COUNTY-  NM/DE BACA
 EP0064  USGS QUAD   -  FORT SUMNER WEST (1965)
 EP0064
 EP0064                         *CURRENT SURVEY CONTROL
 EP0064  ___________________________________________________________________
 EP0064* NAD 83(1986)-  34 23 01.     (N)    104 21 52.     (W)     SCALED    
 EP0064* NAVD 88     -      1341.114  (meters)    4399.97   (feet)  ADJUSTED  
 EP0064  ___________________________________________________________________
 EP0064  GEOID HEIGHT-         -23.56  (meters)                     GEOID03
 EP0064  DYNAMIC HT  -        1339.303 (meters)    4394.03  (feet)  COMP
 EP0064  MODELED GRAV-     979,238.9   (mgal)                       NAVD 88
 EP0064
 EP0064  VERT ORDER  -  FIRST     CLASS II
 EP0064
 EP0064.The horizontal coordinates were scaled from a topographic map and have
 EP0064.an estimated accuracy of +/- 6 seconds.
 EP0064
 EP0064.The orthometric height was determined by differential leveling
 EP0064.and adjusted by the National Geodetic Survey in June 1991..
 EP0064
 EP0064.The geoid height was determined by GEOID03.
 EP0064
 EP0064.The dynamic height is computed by dividing the NAVD 88
 EP0064.geopotential number by the normal gravity value computed on the
 EP0064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EP0064.degrees latitude (g = 980.6199 gals.).
 EP0064
 EP0064.The modeled gravity was interpolated from observed gravity values.
 EP0064
 EP0064;                    North         East    Units  Estimated Accuracy
 EP0064;SPC NM E     -   375,210.      162,140.      MT  (+/- 180 meters Scaled)
 EP0064
 EP0064                          SUPERSEDED SURVEY CONTROL
 EP0064
 EP0064  NGVD 29 (??/??/92) 1340.475  (m)         4397.88   (f) ADJ UNCH    1 2
 EP0064
 EP0064.Superseded values are not recommended for survey control.
 EP0064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EP0064.See file dsdata.txt to determine how the superseded data were derived.
 EP0064
 EP0064_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEU584048(NAD 83)
 EP0064_MARKER: DB = BENCH MARK DISK
 EP0064_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EP0064_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EP0064_STAMPING: B 159 1958
 EP0064_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EP0064+STABILITY: SURFACE MOTION
 EP0064
 EP0064  HISTORY     - Date     Condition        Report By
 EP0064  HISTORY     - 1958     MONUMENTED       CGS
 EP0064
 EP0064                          STATION DESCRIPTION
 EP0064
 EP0064'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 EP0064'12.5 MI SW FROM FORT SUMNER.
 EP0064'ABOUT 12.5 MILES SOUTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 EP0064'RAILWAY FROM THE STATION AT FORT SUMNER, ABOUT 0.3 MILE WEST OF MILE
 EP0064'POST 729, 164 FEET NORTHWEST OF THE RICARDO SIDING SIGN, 126 FEET
 EP0064'NORTH OF THE NEAR RAIL, 64 FEET NORTHWEST OF A TELEPHONE POLE, 30 FEET
 EP0064'NORTH OF THE RIGHT OF WAY FENCE, 22 FEET NORTH OF THE CENTER LINE OF A
 EP0064'TRACK ROAD, 2 FEET NORTH OF A CONCRETE WITNESS POST, ABOUT 3 FEET
 EP0064'BELOW THE LEVEL OF THE TRACK, AND IN THE TOP OF A CONCRETE POST
 EP0064'PROJECTING 1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GO0076 ***********************************************************************
 GO0076  DESIGNATION -  B 16
 GO0076  PID         -  GO0076
 GO0076  STATE/COUNTY-  NM/SAN JUAN
 GO0076  USGS QUAD   -  LITTLE WATER (1966)
 GO0076
 GO0076                         *CURRENT SURVEY CONTROL
 GO0076  ___________________________________________________________________
 GO0076* NAD 83(1986)-  36 29 18.     (N)    108 43 28.     (W)     SCALED    
 GO0076* NAVD 88     -      1702.596  (meters)    5585.93   (feet)  POSTED    
 GO0076  ___________________________________________________________________
 GO0076  GEOID HEIGHT-         -21.00  (meters)                     GEOID03
 GO0076  DYNAMIC HT  -        1700.460 (meters)    5578.93  (feet)  COMP
 GO0076  MODELED GRAV-     979,319.8   (mgal)                       NAVD 88
 GO0076
 GO0076  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GO0076
 GO0076.The horizontal coordinates were scaled from a topographic map and have
 GO0076.an estimated accuracy of +/- 6 seconds.
 GO0076
 GO0076.The orthometric height was determined by differential leveling
 GO0076.and adjusted by the National Geodetic Survey in 1992..
 GO0076.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GO0076.rate of 0.0 thru 1.0 mm/km.
 GO0076
 GO0076.The geoid height was determined by GEOID03.
 GO0076
 GO0076.The dynamic height is computed by dividing the NAVD 88
 GO0076.geopotential number by the normal gravity value computed on the
 GO0076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GO0076.degrees latitude (g = 980.6199 gals.).
 GO0076
 GO0076.The modeled gravity was interpolated from observed gravity values.
 GO0076
 GO0076;                    North         East    Units  Estimated Accuracy
 GO0076;SPC NM W     -   609,070.      750,160.      MT  (+/- 180 meters Scaled)
 GO0076
 GO0076                          SUPERSEDED SURVEY CONTROL
 GO0076
 GO0076.No superseded survey control is available for this station.
 GO0076
 GO0076_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYF038405(NAD 83)
 GO0076_MARKER: DB = BENCH MARK DISK
 GO0076_SETTING: 66 = SET IN ROCK OUTCROP
 GO0076_SP_SET: ROCK LEDGE
 GO0076_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GO0076+STABILITY: POSITION/ELEVATION WELL
 GO0076
 GO0076  HISTORY     - Date     Condition        Report By
 GO0076  HISTORY     - UNK      MONUMENTED       CGS
 GO0076  HISTORY     - 1927     GOOD             NGS
 GO0076  HISTORY     - 1934     MARK NOT FOUND   NGS
 GO0076
 GO0076                          STATION DESCRIPTION
 GO0076
 GO0076'DESCRIBED BY NATIONAL GEODETIC SURVEY 1927
 GO0076'75 MI N FROM GALLUP.
 GO0076'14.4 MILES NORTH OF NEWCOMBS STORE, 65 FT. EAST OF CENTERLINE OF
 GO0076'GALLUP- SHIPROCK HIGHWAY IN NORTH END OF A ROCK LEDGE 35 FT. SOUTH
 GO0076'WEST OF A TELEPHONE POLE.  NOTE-- THE GROUND WAS COVERED FOR 1/4 MILE
 GO0076'IN BOTH DIRECTIONS.
 GO0076
 GO0076                          STATION RECOVERY (1934)
 GO0076
 GO0076'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 GO0076'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0456 ***********************************************************************
 EO0456  DESIGNATION -  B 160
 EO0456  PID         -  EO0456
 EO0456  STATE/COUNTY-  NM/ROOSEVELT
 EO0456  USGS QUAD   -  TOLAR (1987)
 EO0456
 EO0456                         *CURRENT SURVEY CONTROL
 EO0456  ___________________________________________________________________
 EO0456* NAD 83(1986)-  34 26 59.     (N)    103 55 18.     (W)     SCALED    
 EO0456* NAVD 88     -      1281.826  (meters)    4205.46   (feet)  ADJUSTED  
 EO0456  ___________________________________________________________________
 EO0456  GEOID HEIGHT-         -23.45  (meters)                     GEOID03
 EO0456  DYNAMIC HT  -        1280.136 (meters)    4199.91  (feet)  COMP
 EO0456  MODELED GRAV-     979,273.0   (mgal)                       NAVD 88
 EO0456
 EO0456  VERT ORDER  -  FIRST     CLASS II
 EO0456
 EO0456.The horizontal coordinates were scaled from a topographic map and have
 EO0456.an estimated accuracy of +/- 6 seconds.
 EO0456
 EO0456.The orthometric height was determined by differential leveling
 EO0456.and adjusted by the National Geodetic Survey in June 1991..
 EO0456
 EO0456.The geoid height was determined by GEOID03.
 EO0456
 EO0456.The dynamic height is computed by dividing the NAVD 88
 EO0456.geopotential number by the normal gravity value computed on the
 EO0456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0456.degrees latitude (g = 980.6199 gals.).
 EO0456
 EO0456.The modeled gravity was interpolated from observed gravity values.
 EO0456
 EO0456;                    North         East    Units  Estimated Accuracy
 EO0456;SPC NM E     -   382,620.      202,830.      MT  (+/- 180 meters Scaled)
 EO0456
 EO0456                          SUPERSEDED SURVEY CONTROL
 EO0456
 EO0456  NGVD 29 (??/??/92) 1281.232  (m)         4203.51   (f) ADJ UNCH    1 2
 EO0456
 EO0456.Superseded values are not recommended for survey control.
 EO0456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0456.See file dsdata.txt to determine how the superseded data were derived.
 EO0456
 EO0456_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEU990125(NAD 83)
 EO0456_MARKER: DB = BENCH MARK DISK
 EO0456_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EO0456_SP_SET: CULVERT
 EO0456_STAMPING: B 160 1958
 EO0456_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EO0456
 EO0456  HISTORY     - Date     Condition        Report By
 EO0456  HISTORY     - 1958     MONUMENTED       CGS
 EO0456
 EO0456                          STATION DESCRIPTION
 EO0456
 EO0456'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 EO0456'17.05 MI W FROM MELROSE.
 EO0456'ABOUT 17.05 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 EO0456'FROM THE STATION AT MELROSE, OR ABOUT 18.90 MILES EAST ALONG THE
 EO0456'ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM THE STATION AT FORT SUMNER,
 EO0456'4 1/2 TELEPHONE POLES EAST OF MILE POST 698, IN THE TOP OF THE SOUTH
 EO0456'END OF THE EAST CONCRETE WINGWALL OF THE BRIDGE UNDER THE HIGHWAY, 124
 EO0456'FEET NORTH OF THE NEAR RAIL, 16 FEET SOUTH OF THE CENTER LINE OF THE
 EO0456'HIGHWAY, 130 FEET NORTHEAST OF THE EAST END OF A BRIDGE UNDER THE
 EO0456'TRACK, AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0568 ***********************************************************************
 EO0568  DESIGNATION -  B 160 RESET
 EO0568  PID         -  EO0568
 EO0568  STATE/COUNTY-  NM/ROOSEVELT
 EO0568  USGS QUAD   -  TOLAR (1987)
 EO0568
 EO0568                         *CURRENT SURVEY CONTROL
 EO0568  ___________________________________________________________________
 EO0568* NAD 83(1986)-  34 27 00.     (N)    103 55 19.     (W)     SCALED    
 EO0568* NAVD 88     -      1281.793  (meters)    4205.35   (feet)  ADJUSTED  
 EO0568  ___________________________________________________________________
 EO0568  GEOID HEIGHT-         -23.45  (meters)                     GEOID03
 EO0568  DYNAMIC HT  -        1280.104 (meters)    4199.81  (feet)  COMP
 EO0568  MODELED GRAV-     979,273.0   (mgal)                       NAVD 88
 EO0568
 EO0568  VERT ORDER  -  FIRST     CLASS II
 EO0568
 EO0568.The horizontal coordinates were scaled from a topographic map and have
 EO0568.an estimated accuracy of +/- 6 seconds.
 EO0568
 EO0568.The orthometric height was determined by differential leveling
 EO0568.and adjusted by the National Geodetic Survey in June 1991..
 EO0568
 EO0568.The geoid height was determined by GEOID03.
 EO0568
 EO0568.The dynamic height is computed by dividing the NAVD 88
 EO0568.geopotential number by the normal gravity value computed on the
 EO0568.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0568.degrees latitude (g = 980.6199 gals.).
 EO0568
 EO0568.The modeled gravity was interpolated from observed gravity values.
 EO0568
 EO0568;                    North         East    Units  Estimated Accuracy
 EO0568;SPC NM E     -   382,650.      202,800.      MT  (+/- 180 meters Scaled)
 EO0568
 EO0568                          SUPERSEDED SURVEY CONTROL
 EO0568
 EO0568.No superseded survey control is available for this station.
 EO0568
 EO0568_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEU990125(NAD 83)
 EO0568_MARKER: DB = BENCH MARK DISK
 EO0568_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 EO0568_SP_SET: HEADWALL
 EO0568_STAMPING: B 160 RESET 1968
 EO0568_MARK LOGO: CGS   
 EO0568_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EO0568+STABILITY: POSITION/ELEVATION WELL
 EO0568_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EO0568+SATELLITE: SATELLITE OBSERVATIONS - December 12, 2005
 EO0568
 EO0568  HISTORY     - Date     Condition        Report By
 EO0568  HISTORY     - 1968     MONUMENTED       CGS
 EO0568  HISTORY     - 1982     GOOD             NGS
 EO0568  HISTORY     - 20051212 GOOD             GEOCAC
 EO0568
 EO0568                          STATION DESCRIPTION
 EO0568
 EO0568'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 EO0568'31.5 KM (19.5 MI) EAST FROM FORT SUMNER.
 EO0568'0.6 KM (0.35 MI) NORTH ALONG U.S. HIGHWAY 84 FROM ITS JUNCTION WITH U.
 EO0568'S. HIGHWAY 60 IN FORT SUMNER, THENCE 30.9 KM (19.5 MI) EASTERLY ALONG
 EO0568'THE SANTA FE RAILROAD, 4-1/2 TELEPHONE POLES EAST OF MILE POST 698, IN
 EO0568'THE TOP OF THE CONCRETE HEADWALL, 13.2 M (43.3 FT) NORTH OF THE CENTER
 EO0568'LINE OF THE HIGHWAY.
 EO0568'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 EO0568
 EO0568                          STATION RECOVERY (2005)
 EO0568
 EO0568'RECOVERY NOTE BY GEOCACHING 2005 (HMT)
 EO0568'HANDHELD COORDINATES N 34 27 00.6  W 103 55 20.0
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0353 ***********************************************************************
 EP0353  DESIGNATION -  B 161
 EP0353  PID         -  EP0353
 EP0353  STATE/COUNTY-  NM/TORRANCE
 EP0353  USGS QUAD   -  NEGRA (1978)
 EP0353
 EP0353                         *CURRENT SURVEY CONTROL
 EP0353  ___________________________________________________________________
 EP0353* NAD 83(1986)-  34 39 42.     (N)    105 31 15.     (W)     SCALED    
 EP0353* NAVD 88     -      1886.230  (meters)    6188.41   (feet)  ADJUSTED  
 EP0353  ___________________________________________________________________
 EP0353  GEOID HEIGHT-         -19.83  (meters)                     GEOID03
 EP0353  DYNAMIC HT  -        1883.586 (meters)    6179.73  (feet)  COMP
 EP0353  MODELED GRAV-     979,165.3   (mgal)                       NAVD 88
 EP0353
 EP0353  VERT ORDER  -  FIRST     CLASS II
 EP0353
 EP0353.The horizontal coordinates were scaled from a topographic map and have
 EP0353.an estimated accuracy of +/- 6 seconds.
 EP0353
 EP0353.The orthometric height was determined by differential leveling
 EP0353.and adjusted by the National Geodetic Survey in June 1991..
 EP0353
 EP0353.The geoid height was determined by GEOID03.
 EP0353
 EP0353.The dynamic height is computed by dividing the NAVD 88
 EP0353.geopotential number by the normal gravity value computed on the
 EP0353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EP0353.degrees latitude (g = 980.6199 gals.).
 EP0353
 EP0353.The modeled gravity was interpolated from observed gravity values.
 EP0353
 EP0353;                    North         East    Units  Estimated Accuracy
 EP0353;SPC NM C     -   406,290.      566,830.      MT  (+/- 180 meters Scaled)
 EP0353
 EP0353                          SUPERSEDED SURVEY CONTROL
 EP0353
 EP0353  NGVD 29 (??/??/92) 1885.442  (m)         6185.82   (f) ADJ UNCH    1 2
 EP0353
 EP0353.Superseded values are not recommended for survey control.
 EP0353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EP0353.See file dsdata.txt to determine how the superseded data were derived.
 EP0353
 EP0353_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDU522356(NAD 83)
 EP0353_MARKER: DB = BENCH MARK DISK
 EP0353_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EP0353_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EP0353_STAMPING: B 161 1958
 EP0353_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EP0353+STABILITY: SURFACE MOTION
 EP0353
 EP0353  HISTORY     - Date     Condition        Report By
 EP0353  HISTORY     - 1958     MONUMENTED       CGS
 EP0353
 EP0353                          STATION DESCRIPTION
 EP0353
 EP0353'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 EP0353'3.75 MI W FROM ENCINO.
 EP0353'ABOUT 3.75 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 EP0353'FROM THE STATION AT ENCINO, 95 FEET SOUTH OF THE 21ST POLE WEST OF
 EP0353'MILEPOST 807, 7 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK, 4
 EP0353'POLES WEST OF THE EAST END OF THE NEGRA SIDING, 1 1/2 FEET NORTH OF A
 EP0353'FENCE, 2 FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH
 EP0353'THE TRACK, AND IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0569 ***********************************************************************
 GL0569  DESIGNATION -  B 166
 GL0569  PID         -  GL0569
 GL0569  STATE/COUNTY-  NM/UNION
 GL0569  USGS QUAD   -  WEDDING CAKE BUTTE (1972)
 GL0569
 GL0569                         *CURRENT SURVEY CONTROL
 GL0569  ___________________________________________________________________
 GL0569* NAD 83(1986)-  36 58 11.     (N)    103 14 31.     (W)     SCALED    
 GL0569* NAVD 88     -      1410.128  (meters)    4626.39   (feet)  ADJUSTED  
 GL0569  ___________________________________________________________________
 GL0569  GEOID HEIGHT-         -21.56  (meters)                     GEOID03
 GL0569  DYNAMIC HT  -        1408.533 (meters)    4621.16  (feet)  COMP
 GL0569  MODELED GRAV-     979,450.8   (mgal)                       NAVD 88
 GL0569
 GL0569  VERT ORDER  -  SECOND    CLASS 0
 GL0569
 GL0569.The horizontal coordinates were scaled from a topographic map and have
 GL0569.an estimated accuracy of +/- 6 seconds.
 GL0569
 GL0569.The orthometric height was determined by differential leveling
 GL0569.and adjusted by the National Geodetic Survey in June 1991..
 GL0569
 GL0569.The geoid height was determined by GEOID03.
 GL0569
 GL0569.The dynamic height is computed by dividing the NAVD 88
 GL0569.geopotential number by the normal gravity value computed on the
 GL0569.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0569.degrees latitude (g = 980.6199 gals.).
 GL0569
 GL0569.The modeled gravity was interpolated from observed gravity values.
 GL0569
 GL0569;                    North         East    Units  Estimated Accuracy
 GL0569;SPC NM E     -   662,670.      262,180.      MT  (+/- 180 meters Scaled)
 GL0569
 GL0569                          SUPERSEDED SURVEY CONTROL
 GL0569
 GL0569  NGVD 29 (??/??/92) 1409.362  (m)         4623.88   (f) ADJ UNCH    2 0
 GL0569
 GL0569.Superseded values are not recommended for survey control.
 GL0569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0569.See file dsdata.txt to determine how the superseded data were derived.
 GL0569
 GL0569_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA564929(NAD 83)
 GL0569_MARKER: DB = BENCH MARK DISK
 GL0569_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0569_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0569_STAMPING: B 166 1935
 GL0569_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0569+STABILITY: SURFACE MOTION
 GL0569
 GL0569  HISTORY     - Date     Condition        Report By
 GL0569  HISTORY     - 1935     MONUMENTED       CGS
 GL0569  HISTORY     - 1939     GOOD             NGS
 GL0569
 GL0569                          STATION DESCRIPTION
 GL0569
 GL0569'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GL0569'17.5 MI W FROM KENTON, OK.
 GL0569'17.5 MI. W. OF ALONG U.S. HWY. NO. 64 ABOUT 250 FT. E. OF THE ENTRANCE
 GL0569'TO A RANCH, 60 FT. N. OF THE CENTER LINE OF THE HWY., 25 FT. W. OF THE
 GL0569'CENTER LINE OF AN IRRIGATION DITCH, 1 1/2 FT. W. OF A WIRE FENCE.
 GL0569
 GL0569                          STATION RECOVERY (1939)
 GL0569
 GL0569'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1939
 GL0569'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0049 ***********************************************************************
 DT0049  DESIGNATION -  B 167
 DT0049  PID         -  DT0049
 DT0049  STATE/COUNTY-  NM/CATRON
 DT0049  USGS QUAD   -  TULAROSA CANYON (1981)
 DT0049
 DT0049                         *CURRENT SURVEY CONTROL
 DT0049  ___________________________________________________________________
 DT0049* NAD 83(1986)-  33 57 24.     (N)    108 24 32.     (W)     SCALED    
 DT0049* NAVD 88     -      2286.665  (meters)    7502.17   (feet)  ADJUSTED  
 DT0049  ___________________________________________________________________
 DT0049  GEOID HEIGHT-         -21.80  (meters)                     GEOID03
 DT0049  DYNAMIC HT  -        2283.005 (meters)    7490.16  (feet)  COMP
 DT0049  MODELED GRAV-     978,953.5   (mgal)                       NAVD 88
 DT0049
 DT0049  VERT ORDER  -  SECOND    CLASS 0
 DT0049
 DT0049.The horizontal coordinates were scaled from a topographic map and have
 DT0049.an estimated accuracy of +/- 6 seconds.
 DT0049
 DT0049.The orthometric height was determined by differential leveling
 DT0049.and adjusted by the National Geodetic Survey in June 1991..
 DT0049
 DT0049.The geoid height was determined by GEOID03.
 DT0049
 DT0049.The dynamic height is computed by dividing the NAVD 88
 DT0049.geopotential number by the normal gravity value computed on the
 DT0049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0049.degrees latitude (g = 980.6199 gals.).
 DT0049
 DT0049.The modeled gravity was interpolated from observed gravity values.
 DT0049
 DT0049;                    North         East    Units  Estimated Accuracy
 DT0049;SPC NM W     -   328,000.      776,810.      MT  (+/- 180 meters Scaled)
 DT0049
 DT0049                          SUPERSEDED SURVEY CONTROL
 DT0049
 DT0049  NGVD 29 (??/??/92) 2285.630  (m)         7498.77   (f) ADJ UNCH    2 0
 DT0049
 DT0049.Superseded values are not recommended for survey control.
 DT0049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0049.See file dsdata.txt to determine how the superseded data were derived.
 DT0049
 DT0049_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYC394603(NAD 83)
 DT0049_MARKER: DB = BENCH MARK DISK
 DT0049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DT0049_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DT0049_STAMPING: B 167 1935
 DT0049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DT0049+STABILITY: SURFACE MOTION
 DT0049
 DT0049  HISTORY     - Date     Condition        Report By
 DT0049  HISTORY     - 1935     MONUMENTED       CGS
 DT0049  HISTORY     - 1975     MARK NOT FOUND   USGS
 DT0049
 DT0049                          STATION DESCRIPTION
 DT0049
 DT0049'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DT0049'8.2 MI E FROM ARAGON.
 DT0049'8.2 MI. E. ALONG STATE NO. 12, THENCE N. 2.0 MI. ALONG ROAD TO MANGAS.
 DT0049'ON A ROCKY FLAT, ABOUT 75 YDS. E. OF A CREEK BED, ABOUT 51 FT. W. OF
 DT0049'THE CENTER LINE OF THE ROAD AND 40 FT. N.W. OF A FOREST SERVICE SIGN
 DT0049'ON A SMALL CEDAR TREE.
 DT0049
 DT0049                          STATION RECOVERY (1975)
 DT0049
 DT0049'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 DT0049'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0102 ***********************************************************************
 ER0102  DESIGNATION -  B 168
 ER0102  PID         -  ER0102
 ER0102  STATE/COUNTY-  NM/CATRON
 ER0102  USGS QUAD   -  ESCONDIDO MOUNTAIN (1981)
 ER0102
 ER0102                         *CURRENT SURVEY CONTROL
 ER0102  ___________________________________________________________________
 ER0102* NAD 83(1986)-  34 08 22.     (N)    108 29 45.     (W)     SCALED    
 ER0102* NAVD 88     -      2320.043  (meters)    7611.67   (feet)  ADJUSTED  
 ER0102  ___________________________________________________________________
 ER0102  GEOID HEIGHT-         -21.52  (meters)                     GEOID03
 ER0102  DYNAMIC HT  -        2316.372 (meters)    7599.63  (feet)  COMP
 ER0102  MODELED GRAV-     978,970.0   (mgal)                       NAVD 88
 ER0102
 ER0102  VERT ORDER  -  SECOND    CLASS 0
 ER0102
 ER0102.The horizontal coordinates were scaled from a topographic map and have
 ER0102.an estimated accuracy of +/- 6 seconds.
 ER0102
 ER0102.The orthometric height was determined by differential leveling
 ER0102.and adjusted by the National Geodetic Survey in June 1991..
 ER0102
 ER0102.The geoid height was determined by GEOID03.
 ER0102
 ER0102.The dynamic height is computed by dividing the NAVD 88
 ER0102.geopotential number by the normal gravity value computed on the
 ER0102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0102.degrees latitude (g = 980.6199 gals.).
 ER0102
 ER0102.The modeled gravity was interpolated from observed gravity values.
 ER0102
 ER0102;                    North         East    Units  Estimated Accuracy
 ER0102;SPC NM W     -   348,320.      768,900.      MT  (+/- 180 meters Scaled)
 ER0102
 ER0102                          SUPERSEDED SURVEY CONTROL
 ER0102
 ER0102  NGVD 29 (??/??/92) 2319.015  (m)         7608.30   (f) ADJ UNCH    2 0
 ER0102
 ER0102.Superseded values are not recommended for survey control.
 ER0102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0102.See file dsdata.txt to determine how the superseded data were derived.
 ER0102
 ER0102_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYC309804(NAD 83)
 ER0102_MARKER: DB = BENCH MARK DISK
 ER0102_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ER0102_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ER0102_STAMPING: B 168 1935
 ER0102_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0102+STABILITY: SURFACE MOTION
 ER0102
 ER0102  HISTORY     - Date     Condition        Report By
 ER0102  HISTORY     - 1935     MONUMENTED       CGS
 ER0102
 ER0102                          STATION DESCRIPTION
 ER0102
 ER0102'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 ER0102'11.3 MI NW FROM MANGAS RANGER STA.
 ER0102'11.3 MI. N.W. ALONG CASTLE ROCK ROAD.  IN A FAIRLY LARGE, FLAT VALLEY,
 ER0102'ABOUT 150 YDS. E. OF CREEK FORKS, ABOUT 111 FT. N. OF POINT WHERE ROAD
 ER0102'CROSSES CREEK AND 54 FT. E. OF THE CENTER LINE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0432 ***********************************************************************
 EQ0432  DESIGNATION -  B 169
 EQ0432  PID         -  EQ0432
 EQ0432  STATE/COUNTY-  NM/CATRON
 EQ0432  USGS QUAD   -  THIRD CANYON (1964)
 EQ0432
 EQ0432                         *CURRENT SURVEY CONTROL
 EQ0432  ___________________________________________________________________
 EQ0432* NAD 83(1986)-  34 23 30.     (N)    107 59 13.     (W)     SCALED    
 EQ0432* NAVD 88     -      2281.126  (meters)    7483.99   (feet)  POSTED    
 EQ0432  ___________________________________________________________________
 EQ0432  GEOID HEIGHT-         -21.12  (meters)                     GEOID03
 EQ0432  DYNAMIC HT  -        2277.560 (meters)    7472.29  (feet)  COMP
 EQ0432  MODELED GRAV-     978,992.0   (mgal)                       NAVD 88
 EQ0432
 EQ0432  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EQ0432
 EQ0432.The horizontal coordinates were scaled from a topographic map and have
 EQ0432.an estimated accuracy of +/- 6 seconds.
 EQ0432
 EQ0432.The orthometric height was determined by differential leveling
 EQ0432.and adjusted by the National Geodetic Survey in 1992..
 EQ0432.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EQ0432.rate of 0.0 thru 1.0 mm/km.
 EQ0432
 EQ0432.The geoid height was determined by GEOID03.
 EQ0432
 EQ0432.The dynamic height is computed by dividing the NAVD 88
 EQ0432.geopotential number by the normal gravity value computed on the
 EQ0432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0432.degrees latitude (g = 980.6199 gals.).
 EQ0432
 EQ0432.The modeled gravity was interpolated from observed gravity values.
 EQ0432
 EQ0432;                    North         East    Units  Estimated Accuracy
 EQ0432;SPC NM W     -   376,110.      815,880.      MT  (+/- 180 meters Scaled)
 EQ0432
 EQ0432                          SUPERSEDED SURVEY CONTROL
 EQ0432
 EQ0432  NGVD 29 (??/??/92) 2280.107  (m)         7480.65   (f) ADJ UNCH    2 0
 EQ0432
 EQ0432.Superseded values are not recommended for survey control.
 EQ0432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0432.See file dsdata.txt to determine how the superseded data were derived.
 EQ0432
 EQ0432_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBU253096(NAD 83)
 EQ0432_MARKER: DB = BENCH MARK DISK
 EQ0432_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EQ0432_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EQ0432_STAMPING: B 169 1935
 EQ0432_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EQ0432+STABILITY: SURFACE MOTION
 EQ0432
 EQ0432  HISTORY     - Date     Condition        Report By
 EQ0432  HISTORY     - 1935     MONUMENTED       CGS
 EQ0432  HISTORY     - 1964     GOOD             USGS
 EQ0432
 EQ0432                          STATION DESCRIPTION
 EQ0432
 EQ0432'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 EQ0432'8.45 MI NE FROM TRES LAGUNAS.
 EQ0432'ABOUT 8.3 MILES ALONG THE ROAD FROM MCPHAUL RANCH TO TRES LAGUNAS,
 EQ0432'CATRON COUNTY, PASS THROUGH A GATE, AND THENCE ABOUT 0.15 MILE SOUTH
 EQ0432'ALONG DIM ROAD PAST A WINDMILL TO BOTTOM OF HILL AND GATE ON THE
 EQ0432'RIGHT, ABOUT 210 FEET WEST OF GATE.  A STANDARD DISK, STAMPED B 169
 EQ0432'1935, AND SET IN THE TOP OF A CONCRETE POST 0.3 FOOT BELOW SURFACE.
 EQ0432'REFERENCE MARKS SET BY PLANETABLE.  R.M. NO. 1 A COPPER NAIL AND
 EQ0432'WASHER IN TREE TRUNK, 76.0 FEET NORTH AND 2.75 FEET HIGHER THAN B.M.
 EQ0432'R.M. NO. 2 A COPPER NAIL AND WASHER IN TREE TRUNK, 205.8 EAST AND 3.9
 EQ0432'FEET HIGHER THAN B.M.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GO0060 ***********************************************************************
 GO0060  DESIGNATION -  B 17
 GO0060  PID         -  GO0060
 GO0060  STATE/COUNTY-  NM/SAN JUAN
 GO0060  USGS QUAD   -  MONCISCO WASH (1978)
 GO0060
 GO0060                         *CURRENT SURVEY CONTROL
 GO0060  ___________________________________________________________________
 GO0060* NAD 83(1986)-  36 26 12.     (N)    108 14 59.     (W)     SCALED    
 GO0060* NAVD 88     -      1964.822  (meters)    6446.25   (feet)  POSTED    
 GO0060  ___________________________________________________________________
 GO0060  GEOID HEIGHT-         -21.23  (meters)                     GEOID03
 GO0060  DYNAMIC HT  -        1962.230 (meters)    6437.75  (feet)  COMP
 GO0060  MODELED GRAV-     979,243.5   (mgal)                       NAVD 88
 GO0060
 GO0060  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GO0060
 GO0060.The horizontal coordinates were scaled from a topographic map and have
 GO0060.an estimated accuracy of +/- 6 seconds.
 GO0060
 GO0060.The orthometric height was determined by differential leveling
 GO0060.and adjusted by the National Geodetic Survey in 1992..
 GO0060.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GO0060.rate of 0.0 thru 1.0 mm/km.
 GO0060
 GO0060.The geoid height was determined by GEOID03.
 GO0060
 GO0060.The dynamic height is computed by dividing the NAVD 88
 GO0060.geopotential number by the normal gravity value computed on the
 GO0060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GO0060.degrees latitude (g = 980.6199 gals.).
 GO0060
 GO0060.The modeled gravity was interpolated from observed gravity values.
 GO0060
 GO0060;                    North         East    Units  Estimated Accuracy
 GO0060;SPC NM W     -   603,050.      792,670.      MT  (+/- 180 meters Scaled)
 GO0060
 GO0060                          SUPERSEDED SURVEY CONTROL
 GO0060
 GO0060  NGVD 29 (??/??/92) 1963.759  (m)         6442.77   (f) ADJ UNCH    3 0
 GO0060
 GO0060.Superseded values are not recommended for survey control.
 GO0060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GO0060.See file dsdata.txt to determine how the superseded data were derived.
 GO0060
 GO0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYF465358(NAD 83)
 GO0060_MARKER: DB = BENCH MARK DISK
 GO0060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GO0060_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GO0060_STAMPING: B-17 1927
 GO0060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GO0060+STABILITY: SURFACE MOTION
 GO0060
 GO0060  HISTORY     - Date     Condition        Report By
 GO0060  HISTORY     - 1927     MONUMENTED       CGS
 GO0060  HISTORY     - 1966     GOOD             USGS
 GO0060
 GO0060                          STATION DESCRIPTION
 GO0060
 GO0060'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 GO0060'21.0 MI S FROM FARMINGTON.
 GO0060'FARMINGTON JCT. STATE HWYS. 17 AND 371.  21.0 MILES SOUTH OF ALONG THE
 GO0060'MAIN ROAD LEADING TO THE BISTI TRADING POST.  IN THE NW CORNER OF SEC.
 GO0060'5, T.25 N., R.13 W.  350 FT. EAST OF THE ROAD AND 250 FT. EAST OF A
 GO0060'BUILDING.  IN A CONCRETE POST PROJECTING 0.5 FT. ABOVE GROUND.
 GO0060'STANDARD TABLET STAMPED B-17, 1927.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0002 ***********************************************************************
 FN0002  DESIGNATION -  B 19
 FN0002  PID         -  FN0002
 FN0002  STATE/COUNTY-  NM/HARDING
 FN0002  USGS QUAD   -  SOLANO (1974)
 FN0002
 FN0002                         *CURRENT SURVEY CONTROL
 FN0002  ___________________________________________________________________
 FN0002* NAD 83(1986)-  35 50 23.     (N)    104 03 04.     (W)     SCALED    
 FN0002* NAVD 88     -      1699.707  (meters)    5576.46   (feet)  ADJUSTED  
 FN0002  ___________________________________________________________________
 FN0002  GEOID HEIGHT-         -20.41  (meters)                     GEOID03
 FN0002  DYNAMIC HT  -        1697.551 (meters)    5569.38  (feet)  COMP
 FN0002  MODELED GRAV-     979,303.9   (mgal)                       NAVD 88
 FN0002
 FN0002  VERT ORDER  -  SECOND    CLASS 0
 FN0002
 FN0002.The horizontal coordinates were scaled from a topographic map and have
 FN0002.an estimated accuracy of +/- 6 seconds.
 FN0002
 FN0002.The orthometric height was determined by differential leveling
 FN0002.and adjusted by the National Geodetic Survey in June 1991..
 FN0002
 FN0002.The geoid height was determined by GEOID03.
 FN0002
 FN0002.The dynamic height is computed by dividing the NAVD 88
 FN0002.geopotential number by the normal gravity value computed on the
 FN0002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FN0002.degrees latitude (g = 980.6199 gals.).
 FN0002
 FN0002.The modeled gravity was interpolated from observed gravity values.
 FN0002
 FN0002;                    North         East    Units  Estimated Accuracy
 FN0002;SPC NM E     -   536,770.      190,500.      MT  (+/- 180 meters Scaled)
 FN0002
 FN0002                          SUPERSEDED SURVEY CONTROL
 FN0002
 FN0002  NGVD 29 (??/??/92) 1698.950  (m)         5573.97   (f) ADJ UNCH    2 0
 FN0002
 FN0002.Superseded values are not recommended for survey control.
 FN0002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0002.See file dsdata.txt to determine how the superseded data were derived.
 FN0002
 FN0002_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEV856665(NAD 83)
 FN0002_MARKER: DB = BENCH MARK DISK
 FN0002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FN0002_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FN0002_STAMPING: 5573.972 B 19 1928
 FN0002_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FN0002+STABILITY: SURFACE MOTION
 FN0002
 FN0002  HISTORY     - Date     Condition        Report By
 FN0002  HISTORY     - 1928     MONUMENTED       CGS
 FN0002  HISTORY     - 1934     GOOD             NGS
 FN0002  HISTORY     - 1974     MARK NOT FOUND   USGS
 FN0002
 FN0002                          STATION DESCRIPTION
 FN0002
 FN0002'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FN0002'1.5 MI SE FROM SOLANA.
 FN0002'1.5 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 FN0002'SOLANA, HARDING COUNTY, 500 FEET SOUTHEAST OF MILEPOST 1685, 90 FEET
 FN0002'NORTH OF A CROSSING, 70 FEET EAST OF THE CENTERLINE OF THE TRACK, AND
 FN0002'27 FEET WEST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED
 FN0002'5573.972 B 19 1928 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- 1974
 FN0002'REPORT-- CARBON DIOXIDE PLANT PARKING LOT IS ON APPROXIMATE LOCATION
 FN0002'OF THE MARK.
 FN0002
 FN0002                          STATION RECOVERY (1974)
 FN0002
 FN0002'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 FN0002'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0011 ***********************************************************************
 ER0011  DESIGNATION -  B 192
 ER0011  PID         -  ER0011
 ER0011  STATE/COUNTY-  NM/CATRON
 ER0011  USGS QUAD   -  QUEMADO (1967)
 ER0011
 ER0011                         *CURRENT SURVEY CONTROL
 ER0011  ___________________________________________________________________
 ER0011* NAD 83(1986)-  34 20 33.     (N)    108 29 38.     (W)     SCALED    
 ER0011* NAVD 88     -      2099.055  (meters)    6886.65   (feet)  ADJUSTED  
 ER0011  ___________________________________________________________________
 ER0011  GEOID HEIGHT-         -21.50  (meters)                     GEOID03
 ER0011  DYNAMIC HT  -        2095.873 (meters)    6876.21  (feet)  COMP
 ER0011  MODELED GRAV-     979,044.4   (mgal)                       NAVD 88
 ER0011
 ER0011  VERT ORDER  -  SECOND    CLASS 0
 ER0011
 ER0011.The horizontal coordinates were scaled from a topographic map and have
 ER0011.an estimated accuracy of +/- 6 seconds.
 ER0011
 ER0011.The orthometric height was determined by differential leveling
 ER0011.and adjusted by the National Geodetic Survey in June 1991..
 ER0011
 ER0011.The geoid height was determined by GEOID03.
 ER0011
 ER0011.The dynamic height is computed by dividing the NAVD 88
 ER0011.geopotential number by the normal gravity value computed on the
 ER0011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0011.degrees latitude (g = 980.6199 gals.).
 ER0011
 ER0011.The modeled gravity was interpolated from observed gravity values.
 ER0011
 ER0011;                    North         East    Units  Estimated Accuracy
 ER0011;SPC NM W     -   370,850.      769,230.      MT  (+/- 180 meters Scaled)
 ER0011
 ER0011                          SUPERSEDED SURVEY CONTROL
 ER0011
 ER0011  NGVD 29 (??/??/92) 2098.152  (m)         6883.69   (f) ADJ UNCH    2 0
 ER0011
 ER0011.Superseded values are not recommended for survey control.
 ER0011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0011.See file dsdata.txt to determine how the superseded data were derived.
 ER0011
 ER0011_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYD305029(NAD 83)
 ER0011_MARKER: DB = BENCH MARK DISK
 ER0011_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ER0011_SP_SET: STEP
 ER0011_STAMPING: B 192 1939
 ER0011_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ER0011
 ER0011  HISTORY     - Date     Condition        Report By
 ER0011  HISTORY     - 1939     MONUMENTED       CGS
 ER0011  HISTORY     - 1967     GOOD             USGS
 ER0011
 ER0011                          STATION DESCRIPTION
 ER0011
 ER0011'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 ER0011'IN QUEMADO.
 ER0011'AT QUEMADO, CATRON COUNTY, ON THE NORTH SIDE OF THE MAIN AND ONLY
 ER0011'STREET, AT THE ENTRANCE TO THE OLD POST OFFICE BUILDING, IN THE TOP OF
 ER0011'THE CONCRETE STEP, AND ABOUT 2 FEET HIGHER THAN THE GROUND.  A
 ER0011'STANDARD DISK, STAMPED B 192 1939.  NOTE-- BM IS COVERED BY ROAD FILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0508 ***********************************************************************
 CW0508  DESIGNATION -  B 193
 CW0508  PID         -  CW0508
 CW0508  STATE/COUNTY-  NM/OTERO
 CW0508  USGS QUAD   -  HIGH ROLLS (1982)
 CW0508
 CW0508                         *CURRENT SURVEY CONTROL
 CW0508  ___________________________________________________________________
 CW0508* NAD 83(1986)-  32 57 45.     (N)    105 45 19.     (W)     SCALED    
 CW0508* NAVD 88     -      2455.980  (meters)    8057.66   (feet)  ADJUSTED  
 CW0508  ___________________________________________________________________
 CW0508  GEOID HEIGHT-         -20.13  (meters)                     GEOID03
 CW0508  DYNAMIC HT  -        2451.913 (meters)    8044.32  (feet)  COMP
 CW0508  MODELED GRAV-     978,891.9   (mgal)                       NAVD 88
 CW0508
 CW0508  VERT ORDER  -  SECOND    CLASS 0
 CW0508
 CW0508.The horizontal coordinates were scaled from a topographic map and have
 CW0508.an estimated accuracy of +/- 6 seconds.
 CW0508
 CW0508.The orthometric height was determined by differential leveling
 CW0508.and adjusted by the National Geodetic Survey in June 1991..
 CW0508
 CW0508.The geoid height was determined by GEOID03.
 CW0508
 CW0508.The dynamic height is computed by dividing the NAVD 88
 CW0508.geopotential number by the normal gravity value computed on the
 CW0508.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0508.degrees latitude (g = 980.6199 gals.).
 CW0508
 CW0508.The modeled gravity was interpolated from observed gravity values.
 CW0508
 CW0508;                    North         East    Units  Estimated Accuracy
 CW0508;SPC NM C     -   217,700.      546,250.      MT  (+/- 180 meters Scaled)
 CW0508
 CW0508                          SUPERSEDED SURVEY CONTROL
 CW0508
 CW0508  NGVD 29 (??/??/92) 2455.066  (m)         8054.66   (f) ADJ UNCH    2 0
 CW0508
 CW0508.Superseded values are not recommended for survey control.
 CW0508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0508.See file dsdata.txt to determine how the superseded data were derived.
 CW0508
 CW0508_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDS294473(NAD 83)
 CW0508_MARKER: DB = BENCH MARK DISK
 CW0508_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CW0508_SP_SET: HIGHWAY CUTFACE
 CW0508_STAMPING: B 193 1939
 CW0508_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CW0508
 CW0508  HISTORY     - Date     Condition        Report By
 CW0508  HISTORY     - 1939     MONUMENTED       CGS
 CW0508  HISTORY     - 1975     MARK NOT FOUND   USGS
 CW0508
 CW0508                          STATION DESCRIPTION
 CW0508
 CW0508'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 CW0508'1.8 MI W FROM CLOUDCROFT.
 CW0508'ON STATE HIGHWAY NO. 83, 1.8 MILES WEST OF BRICK SCHOOL.  120 YARDS
 CW0508'EAST OF A SMALL WOODEN HIGHWAY BRIDGE.  18.0 FT. NORTH OF THE EAST END
 CW0508'OF A WOODEN GUARD RAIL.  12.0 FT. NORTH OF THE CENTER OF HIGHWAY. ON
 CW0508'THE SOUTH FACE OF A LIMESTONE HIGHWAY CUT.  3.0 FT. ABOVE THE SURFACE
 CW0508'OF HIGHWAY.  SET VERTICALLY.
 CW0508
 CW0508                          STATION RECOVERY (1975)
 CW0508
 CW0508'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 CW0508'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1186 ***********************************************************************
 GL1186  DESIGNATION -  B 196
 GL1186  PID         -  GL1186
 GL1186  STATE/COUNTY-  NM/UNION
 GL1186  USGS QUAD   -  COBERT MESA SOUTH (1972)
 GL1186
 GL1186                         *CURRENT SURVEY CONTROL
 GL1186  ___________________________________________________________________
 GL1186* NAD 83(1986)-  36 55 30.     (N)    103 36 37.     (W)     SCALED    
 GL1186* NAVD 88     -      1608.830  (meters)    5278.30   (feet)  ADJUSTED  
 GL1186  ___________________________________________________________________
 GL1186  GEOID HEIGHT-         -20.18  (meters)                     GEOID03
 GL1186  DYNAMIC HT  -        1606.884 (meters)    5271.92  (feet)  COMP
 GL1186  MODELED GRAV-     979,365.4   (mgal)                       NAVD 88
 GL1186
 GL1186  VERT ORDER  -  SECOND    CLASS 0
 GL1186
 GL1186.The horizontal coordinates were scaled from a topographic map and have
 GL1186.an estimated accuracy of +/- 6 seconds.
 GL1186
 GL1186.The orthometric height was determined by differential leveling
 GL1186.and adjusted by the National Geodetic Survey in June 1991..
 GL1186
 GL1186.The geoid height was determined by GEOID03.
 GL1186
 GL1186.The dynamic height is computed by dividing the NAVD 88
 GL1186.geopotential number by the normal gravity value computed on the
 GL1186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL1186.degrees latitude (g = 980.6199 gals.).
 GL1186
 GL1186.The modeled gravity was interpolated from observed gravity values.
 GL1186
 GL1186;                    North         East    Units  Estimated Accuracy
 GL1186;SPC NM E     -   657,400.      229,420.      MT  (+/- 180 meters Scaled)
 GL1186
 GL1186                          SUPERSEDED SURVEY CONTROL
 GL1186
 GL1186  NGVD 29 (??/??/92) 1607.907  (m)         5275.27   (f) ADJ UNCH    2 0
 GL1186
 GL1186.Superseded values are not recommended for survey control.
 GL1186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1186.See file dsdata.txt to determine how the superseded data were derived.
 GL1186
 GL1186_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA237874(NAD 83)
 GL1186_MARKER: DB = BENCH MARK DISK
 GL1186_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL1186_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL1186_STAMPING: B 196 1939
 GL1186_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL1186+STABILITY: SURFACE MOTION
 GL1186
 GL1186  HISTORY     - Date     Condition        Report By
 GL1186  HISTORY     - 1939     MONUMENTED       CGS
 GL1186
 GL1186                          STATION DESCRIPTION
 GL1186
 GL1186'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 GL1186'22.0 MI E FROM FOLSOM.
 GL1186'22.0 MILES EAST BY HIGHWAY.  ALONG U.S. NO. 64 60 FEET EAST OF A 15
 GL1186'DEGREE FENCE ANGLE.  0.2 MILES EAST OF A WINDMILL ON THE NORTH SIDE OF
 GL1186'THE HIGHWAY, 27 FEET SOUTH OF CENTER-LINE OF HIGHWAY.  3 FEET NORTH OF
 GL1186'FENCE LINE.  AT A U.S. HIGHWAY SIGN, JUST WEST OF A DIP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0117 ***********************************************************************
 FO0117  DESIGNATION -  B 197
 FO0117  PID         -  FO0117
 FO0117  STATE/COUNTY-  NM/RIO ARRIBA
 FO0117  USGS QUAD   -  ESPANOLA (1984)
 FO0117
 FO0117                         *CURRENT SURVEY CONTROL
 FO0117  ___________________________________________________________________
 FO0117* NAD 83(1986)-  35 59 12.     (N)    106 02 22.     (W)     SCALED    
 FO0117* NAVD 88     -      1730.542  (meters)    5677.62   (feet)  ADJUSTED  
 FO0117  ___________________________________________________________________
 FO0117  GEOID HEIGHT-         -18.96  (meters)                     GEOID03
 FO0117  DYNAMIC HT  -        1728.231 (meters)    5670.04  (feet)  COMP
 FO0117  MODELED GRAV-     979,237.0   (mgal)                       NAVD 88
 FO0117
 FO0117  VERT ORDER  -  SECOND    CLASS 0
 FO0117
 FO0117.The horizontal coordinates were scaled from a topographic map and have
 FO0117.an estimated accuracy of +/- 6 seconds.
 FO0117
 FO0117.The orthometric height was determined by differential leveling
 FO0117.and adjusted by the National Geodetic Survey in June 1991..
 FO0117
 FO0117.The geoid height was determined by GEOID03.
 FO0117
 FO0117.The dynamic height is computed by dividing the NAVD 88
 FO0117.geopotential number by the normal gravity value computed on the
 FO0117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0117.degrees latitude (g = 980.6199 gals.).
 FO0117
 FO0117.The modeled gravity was interpolated from observed gravity values.
 FO0117
 FO0117;                    North         East    Units  Estimated Accuracy
 FO0117;SPC NM C     -   553,050.      518,990.      MT  (+/- 180 meters Scaled)
 FO0117
 FO0117                          SUPERSEDED SURVEY CONTROL
 FO0117
 FO0117  NGVD 29 (??/??/92) 1729.541  (m)         5674.34   (f) ADJ UNCH    2 0
 FO0117
 FO0117.Superseded values are not recommended for survey control.
 FO0117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0117.See file dsdata.txt to determine how the superseded data were derived.
 FO0117
 FO0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV063829(NAD 83)
 FO0117_MARKER: DB = BENCH MARK DISK
 FO0117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FO0117_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FO0117_STAMPING: B 197 1940
 FO0117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO0117+STABILITY: SURFACE MOTION
 FO0117
 FO0117  HISTORY     - Date     Condition        Report By
 FO0117  HISTORY     - 1940     MONUMENTED       CGS
 FO0117  HISTORY     - 1941     GOOD             NGS
 FO0117
 FO0117                          STATION DESCRIPTION
 FO0117
 FO0117'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 FO0117'2.7 MI NE FROM ESPANOLA.
 FO0117'TO REACH FROM THE POST OFFICE, PROCEED EASTERLY 0.6 MILE ALONG U. S.
 FO0117'HIGHWAY NO. 285, THENCE NORTHERLY 0.6 MILE ALONG U. S. HIGHWAY NO. 64,
 FO0117'THENCE EASTERLY ALONG GRAVELED ROAD TOWARD CHIMAYO, GO 1.5 MILES.
 FO0117'BENCH MARK IS AT THE SOUTHWESTERLY CORNER OF INTERSECTION OF ROAD
 FO0117'TOWARDS CHIMAYO AND A ROAD LEADING SOUTHWARD.  IT IS ABOUT 35 YARDS
 FO0117'SOUTHWESTERLY FROM CENTER OF INTERSECTION.  IT IS ABOUT 28 FEET
 FO0117'SOUTHERLY FROM CENTER LINE OF ROAD TOWARDS CHIMAYO.  IT IS 3.8 FEET
 FO0117'WESTERLY FROM A 4 X 4-INCH WOODEN POST.  STD. DISK IN PRECAST CONCRETE
 FO0117'POST PROJECTING ABOUT 0.8 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0088 ***********************************************************************
 FO0088  DESIGNATION -  B 198
 FO0088  PID         -  FO0088
 FO0088  STATE/COUNTY-  NM/SANDOVAL
 FO0088  USGS QUAD   -  BLAND (1993)
 FO0088
 FO0088                         *CURRENT SURVEY CONTROL
 FO0088  ___________________________________________________________________
 FO0088* NAD 83(1986)-  35 51 05.     (N)    106 24 33.     (W)     SCALED    
 FO0088* NAVD 88     -      2745.367  (meters)    9007.09   (feet)  ADJUSTED  
 FO0088  ___________________________________________________________________
 FO0088  GEOID HEIGHT-         -19.04  (meters)                     GEOID03
 FO0088  DYNAMIC HT  -        2741.217 (meters)    8993.48  (feet)  COMP
 FO0088  MODELED GRAV-     979,021.1   (mgal)                       NAVD 88
 FO0088
 FO0088  VERT ORDER  -  SECOND    CLASS 0
 FO0088
 FO0088.The horizontal coordinates were scaled from a topographic map and have
 FO0088.an estimated accuracy of +/- 6 seconds.
 FO0088
 FO0088.The orthometric height was determined by differential leveling
 FO0088.and adjusted by the National Geodetic Survey in June 1991..
 FO0088
 FO0088.The geoid height was determined by GEOID03.
 FO0088
 FO0088.The dynamic height is computed by dividing the NAVD 88
 FO0088.geopotential number by the normal gravity value computed on the
 FO0088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0088.degrees latitude (g = 980.6199 gals.).
 FO0088
 FO0088.The modeled gravity was interpolated from observed gravity values.
 FO0088
 FO0088;                    North         East    Units  Estimated Accuracy
 FO0088;SPC NM C     -   538,040.      485,620.      MT  (+/- 180 meters Scaled)
 FO0088
 FO0088                          SUPERSEDED SURVEY CONTROL
 FO0088
 FO0088  NGVD 29 (??/??/92) 2744.113  (m)         9002.98   (f) ADJ UNCH    2 0
 FO0088
 FO0088.Superseded values are not recommended for survey control.
 FO0088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0088.See file dsdata.txt to determine how the superseded data were derived.
 FO0088
 FO0088_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV727683(NAD 83)
 FO0088_MARKER: DB = BENCH MARK DISK
 FO0088_SETTING: 66 = SET IN ROCK OUTCROP
 FO0088_SP_SET: LAVA OUTCROP
 FO0088_STAMPING: B 198 1940
 FO0088_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FO0088+STABILITY: POSITION/ELEVATION WELL
 FO0088
 FO0088  HISTORY     - Date     Condition        Report By
 FO0088  HISTORY     - 1940     MONUMENTED       CGS
 FO0088
 FO0088                          STATION DESCRIPTION
 FO0088
 FO0088'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 FO0088'10.8 MI SW FROM OTOWI.
 FO0088'6.4 MILES WEST ALONG A ROAD LEADING TO SULPHUR SPRINGS FROM THE POST
 FO0088'OFFICE AT OTOWI, SANDOVAL COUNTY, THENCE 1.2 MILES NORTHWEST ALONG
 FO0088'STATE HIGHWAY 4, THENCE 3.2 MILES SOUTHWEST ALONG AN OLD ROAD LEADING
 FO0088'TO SULPHUR SPRINGS, AND THENCE 0.8 MILE NORTH ALONG STATE HIGHWAY 4,
 FO0088'120 FEET NORTHWEST OF A SHARP CURVE, 90 FEET SOUTHEAST OF AN 18-INCH
 FO0088'GALVANIZED IRON PIPE CULVERT WITH A ROCK HEADWALL, 18 FEET WEST OF A
 FO0088'FENCE, 18 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, IN THE TOP OF A
 FO0088'LAVA OUTCROP PROJECTING 1 FOOT ABOVE THE GROUND, AND 4 FEET HIGHER
 FO0088'THAN THE HIGHWAY.  A STANDARD DISK, STAMPED B 198 1940.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0353 ***********************************************************************
 EQ0353  DESIGNATION -  B 2
 EQ0353  PID         -  EQ0353
 EQ0353  STATE/COUNTY-  NM/VALENCIA
 EQ0353  USGS QUAD   -  SOUTH GARCIA SE (1975)
 EQ0353
 EQ0353                         *CURRENT SURVEY CONTROL
 EQ0353  ___________________________________________________________________
 EQ0353* NAD 83(1986)-  34 51 14.     (N)    107 03 46.     (W)     SCALED    
 EQ0353* NAVD 88     -      1584.369  (meters)    5198.05   (feet)  POSTED    
 EQ0353  ___________________________________________________________________
 EQ0353  GEOID HEIGHT-         -21.53  (meters)                     GEOID03
 EQ0353  DYNAMIC HT  -        1582.180 (meters)    5190.87  (feet)  COMP
 EQ0353  MODELED GRAV-     979,198.4   (mgal)                       NAVD 88
 EQ0353
 EQ0353  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EQ0353
 EQ0353.The horizontal coordinates were scaled from a topographic map and have
 EQ0353.an estimated accuracy of +/- 6 seconds.
 EQ0353
 EQ0353.The orthometric height was determined by differential leveling
 EQ0353.and adjusted by the National Geodetic Survey in 1992..
 EQ0353.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EQ0353.rate of 0.0 thru 1.0 mm/km.
 EQ0353
 EQ0353.The geoid height was determined by GEOID03.
 EQ0353
 EQ0353.The dynamic height is computed by dividing the NAVD 88
 EQ0353.geopotential number by the normal gravity value computed on the
 EQ0353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0353.degrees latitude (g = 980.6199 gals.).
 EQ0353
 EQ0353.The modeled gravity was interpolated from observed gravity values.
 EQ0353
 EQ0353;                    North         East    Units  Estimated Accuracy
 EQ0353;SPC NM C     -   427,670.      425,680.      MT  (+/- 180 meters Scaled)
 EQ0353
 EQ0353                          SUPERSEDED SURVEY CONTROL
 EQ0353
 EQ0353  NGVD 29 (??/??/92) 1583.491  (m)         5195.17   (f) ADJ UNCH    1 2
 EQ0353
 EQ0353.Superseded values are not recommended for survey control.
 EQ0353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0353.See file dsdata.txt to determine how the superseded data were derived.
 EQ0353
 EQ0353_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU114587(NAD 83)
 EQ0353_MARKER: Z = SEE DESCRIPTION
 EQ0353_SETTING: 0 = UNSPECIFIED SETTING
 EQ0353_STAMPING: 5195.170
 EQ0353_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EQ0353
 EQ0353  HISTORY     - Date     Condition        Report By
 EQ0353  HISTORY     - UNK      MONUMENTED       CGS
 EQ0353  HISTORY     - 1934     GOOD             NGS
 EQ0353
 EQ0353                          STATION DESCRIPTION
 EQ0353
 EQ0353'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 EQ0353'1.0 MI S FROM GARCIA.
 EQ0353'ABOUT 1.0 MILE SOUTH OF GARCIA, VALENCIA COUNTY, NEW MEXICO, 26.9 FEET
 EQ0353'WEST OF MILEPOST 40, 82.6 FEET WEST OF THE CENTER OF THE ATCHISON,
 EQ0353'TOPEKA AND SANTA FE RAILWAY TRACK AND ABOUT 3 FEET BELOW THE GRADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0127 ***********************************************************************
 GM0127  DESIGNATION -  B 20
 GM0127  PID         -  GM0127
 GM0127  STATE/COUNTY-  NM/COLFAX
 GM0127  USGS QUAD   -  FRENCH (1965)
 GM0127
 GM0127                         *CURRENT SURVEY CONTROL
 GM0127  ___________________________________________________________________
 GM0127* NAD 83(1986)-  36 22 51.     (N)    104 31 16.     (W)     SCALED    
 GM0127* NAVD 88     -      1757.837  (meters)    5767.17   (feet)  ADJUSTED  
 GM0127  ___________________________________________________________________
 GM0127  GEOID HEIGHT-         -18.89  (meters)                     GEOID03
 GM0127  DYNAMIC HT  -        1755.614 (meters)    5759.88  (feet)  COMP
 GM0127  MODELED GRAV-     979,305.3   (mgal)                       NAVD 88
 GM0127
 GM0127  VERT ORDER  -  FIRST     CLASS II
 GM0127
 GM0127.The horizontal coordinates were scaled from a topographic map and have
 GM0127.an estimated accuracy of +/- 6 seconds.
 GM0127
 GM0127.The orthometric height was determined by differential leveling
 GM0127.and adjusted by the National Geodetic Survey in June 1991..
 GM0127
 GM0127.The geoid height was determined by GEOID03.
 GM0127
 GM0127.The dynamic height is computed by dividing the NAVD 88
 GM0127.geopotential number by the normal gravity value computed on the
 GM0127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GM0127.degrees latitude (g = 980.6199 gals.).
 GM0127
 GM0127.The modeled gravity was interpolated from observed gravity values.
 GM0127
 GM0127;                    North         East    Units  Estimated Accuracy
 GM0127;SPC NM E     -   596,790.      148,150.      MT  (+/- 180 meters Scaled)
 GM0127
 GM0127                          SUPERSEDED SURVEY CONTROL
 GM0127
 GM0127  NGVD 29 (??/??/92) 1757.024  (m)         5764.50   (f) ADJ UNCH    1 2
 GM0127
 GM0127.Superseded values are not recommended for survey control.
 GM0127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0127.See file dsdata.txt to determine how the superseded data were derived.
 GM0127
 GM0127_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEA429262(NAD 83)
 GM0127_MARKER: DB = BENCH MARK DISK
 GM0127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GM0127_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GM0127_STAMPING: 5764.503 B 20 1929
 GM0127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GM0127+STABILITY: SURFACE MOTION
 GM0127
 GM0127  HISTORY     - Date     Condition        Report By
 GM0127  HISTORY     - 1929     MONUMENTED       CGS
 GM0127  HISTORY     - 1964     GOOD             USGS
 GM0127
 GM0127                          STATION DESCRIPTION
 GM0127
 GM0127'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 GM0127'4.3 MI NW FROM TAYLOR SPRINGS.
 GM0127'4.3 MILE NORTHWEST ALONG THE ABANDONED ROADBED OF THE SOUTHERN PACIFIC
 GM0127'CO. RAILROAD FROM THE INTERSECTION OF THE ABANDONED ROADBED AND US HWY
 GM0127'56 AT TAYLOR SPRINGS, COLFAX COUNTY, 100 FEET EAST OF THE ABANDONED
 GM0127'ROADBED AND IN THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED
 GM0127'5764.503 B 20 1929, SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 GM0127'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0388 ***********************************************************************
 EO0388  DESIGNATION -  B 200
 EO0388  PID         -  EO0388
 EO0388  STATE/COUNTY-  NM/ROOSEVELT
 EO0388  USGS QUAD   -  DELPHOS (1985)
 EO0388
 EO0388                         *CURRENT SURVEY CONTROL
 EO0388  ___________________________________________________________________
 EO0388* NAD 83(1986)-  34 05 52.     (N)    103 27 44.     (W)     SCALED    
 EO0388* NAVD 88     -      1281.276  (meters)    4203.65   (feet)  ADJUSTED  
 EO0388  ___________________________________________________________________
 EO0388  GEOID HEIGHT-         -22.76  (meters)                     GEOID03
 EO0388  DYNAMIC HT  -        1279.599 (meters)    4198.15  (feet)  COMP
 EO0388  MODELED GRAV-     979,282.7   (mgal)                       NAVD 88
 EO0388
 EO0388  VERT ORDER  -  FIRST     CLASS II
 EO0388
 EO0388.The horizontal coordinates were scaled from a topographic map and have
 EO0388.an estimated accuracy of +/- 6 seconds.
 EO0388
 EO0388.The orthometric height was determined by differential leveling
 EO0388.and adjusted by the National Geodetic Survey in June 1991..
 EO0388
 EO0388.The geoid height was determined by GEOID03.
 EO0388
 EO0388.The dynamic height is computed by dividing the NAVD 88
 EO0388.geopotential number by the normal gravity value computed on the
 EO0388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0388.degrees latitude (g = 980.6199 gals.).
 EO0388
 EO0388.The modeled gravity was interpolated from observed gravity values.
 EO0388
 EO0388;                    North         East    Units  Estimated Accuracy
 EO0388;SPC NM E     -   343,840.      245,380.      MT  (+/- 180 meters Scaled)
 EO0388
 EO0388                          SUPERSEDED SURVEY CONTROL
 EO0388
 EO0388.No superseded survey control is available for this station.
 EO0388
 EO0388_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFT418740(NAD 83)
 EO0388_MARKER: DB = BENCH MARK DISK
 EO0388_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EO0388_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EO0388_STAMPING: B 200 1940
 EO0388_MARK LOGO: CGS   
 EO0388_PROJECTION: PROJECTING 5 CENTIMETERS
 EO0388_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EO0388+STABILITY: SURFACE MOTION
 EO0388
 EO0388  HISTORY     - Date     Condition        Report By
 EO0388  HISTORY     - 1940     MONUMENTED       CGS
 EO0388  HISTORY     - 1982     GOOD             NGS
 EO0388
 EO0388                          STATION DESCRIPTION
 EO0388
 EO0388'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 EO0388'9.4 MI SW FROM PORTALES.
 EO0388'9.4 MILES SOUTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 EO0388'FROM THE STATION AT PORTALES, 17.5 FEET SOUTH OF MILEPOST 27, 96 FEET
 EO0388'SOUTHEAST OF THE CENTERLINE OF THE TRACK, 42 FEET NORTHWEST OF THE
 EO0388'CENTERLINE OF U.S. HIGHWAY 70, 4.3 FEET NORTHEAST OF AN IRON
 EO0388'RIGHT-OF-WAY POST, AND 2.6 FEET NORTH OF A WHITE WOODEN WITNESS POST.
 EO0388'A STANDARD DISK, STAMPED B 200 1940 AND SET IN THE TOP OF A CONCRETE
 EO0388'POST PROJECTING 0.4 FOOT ABOVE GROUND.
 EO0388
 EO0388                          STATION RECOVERY (1982)
 EO0388
 EO0388'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 EO0388'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  15.2 KM (9.45
 EO0388'MI) SOUTHWESTERLY ALONG THE SANTA FE RAILROAD FROM THE RAILROAD
 EO0388'STATION IN PORTALES, 32.0 METERS (105.0 FT) SOUTHEAST OF MILEPOST 27,
 EO0388'28.5 METERS (93.5 FT) SOUTHEAST OF THE NEAR RAIL, 16.9 METERS (55.4
 EO0388'FT) NORTHWEST OF THE CENTERLINE OF U.S.  HIGHWAY 70 AND 5.3 METERS
 EO0388'(17.4 FT) SOUTH OF A UTILITY POLE.
 EO0388'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 EO0388'THE MARK IS 0.6 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0617 ***********************************************************************
 FO0617  DESIGNATION -  B 201
 FO0617  PID         -  FO0617
 FO0617  STATE/COUNTY-  NM/SANDOVAL
 FO0617  USGS QUAD   -  VALLE SAN ANTONIO (1993)
 FO0617
 FO0617                         *CURRENT SURVEY CONTROL
 FO0617  ___________________________________________________________________
 FO0617* NAD 83(1986)-  35 56 09.     (N)    106 30 52.     (W)     SCALED    
 FO0617* NAVD 88     -      2633.436  (meters)    8639.86   (feet)  ADJUSTED  
 FO0617  ___________________________________________________________________
 FO0617  GEOID HEIGHT-         -18.67  (meters)                     GEOID03
 FO0617  DYNAMIC HT  -        2629.480 (meters)    8626.89  (feet)  COMP
 FO0617  MODELED GRAV-     979,034.9   (mgal)                       NAVD 88
 FO0617
 FO0617  VERT ORDER  -  SECOND    CLASS 0
 FO0617
 FO0617.The horizontal coordinates were scaled from a topographic map and have
 FO0617.an estimated accuracy of +/- 6 seconds.
 FO0617
 FO0617.The orthometric height was determined by differential leveling
 FO0617.and adjusted by the National Geodetic Survey in June 1991..
 FO0617
 FO0617.The geoid height was determined by GEOID03.
 FO0617
 FO0617.The dynamic height is computed by dividing the NAVD 88
 FO0617.geopotential number by the normal gravity value computed on the
 FO0617.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0617.degrees latitude (g = 980.6199 gals.).
 FO0617
 FO0617.The modeled gravity was interpolated from observed gravity values.
 FO0617
 FO0617;                    North         East    Units  Estimated Accuracy
 FO0617;SPC NM C     -   547,430.      476,140.      MT  (+/- 180 meters Scaled)
 FO0617
 FO0617                          SUPERSEDED SURVEY CONTROL
 FO0617
 FO0617  NGVD 29 (??/??/92) 2632.183  (m)         8635.75   (f) ADJ UNCH    2 0
 FO0617
 FO0617.Superseded values are not recommended for survey control.
 FO0617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0617.See file dsdata.txt to determine how the superseded data were derived.
 FO0617
 FO0617_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV633778(NAD 83)
 FO0617_MARKER: DB = BENCH MARK DISK
 FO0617_SETTING: 80 = SET IN A BOULDER
 FO0617_STAMPING: B 201 1940
 FO0617_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO0617+STABILITY: SURFACE MOTION
 FO0617
 FO0617  HISTORY     - Date     Condition        Report By
 FO0617  HISTORY     - 1940     MONUMENTED       CGS
 FO0617
 FO0617                          STATION DESCRIPTION
 FO0617
 FO0617'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 FO0617'8.7 MI N FROM JEMEZ SPRINGS.
 FO0617'8.7 MILES NORTH ALONG STATE HIGHWAY 4 FROM THE RANGER STATION AT JEMEZ
 FO0617'SPRINGS, SANDOVAL COUNTY, THENCE 5.2 MILES NORTHEAST ALONG A ROAD
 FO0617'LEADING TO SULPHUR SPRINGS, THENCE 0.5 MILE EAST ALONG A LOGGING ROAD
 FO0617'AND A TRAIL THROUGH AN OPEN VALLEY, AND THENCE 4.5 MILES EAST ALONG AN
 FO0617'ABANDONED ROAD LEADING TO OTOWI, 210 FEET NORTHEAST OF TWO LARGE SUGAR
 FO0617'PINE TREES, 63 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 33 FEET WEST
 FO0617'OF A DRY WASH, IN THE TOP OF A GRANITE BOULDER PROJECTING 8 INCHES
 FO0617'ABOVE THE GROUND, AND 8 FEET HIGHER THAN THE ROAD. A STANDARD DISK,
 FO0617'STAMPED B 201 1940.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0036 ***********************************************************************
 DR0036  DESIGNATION -  B 202
 DR0036  PID         -  DR0036
 DR0036  STATE/COUNTY-  NM/CHAVES
 DR0036  USGS QUAD   -  CAMPBELL (1979)
 DR0036
 DR0036                         *CURRENT SURVEY CONTROL
 DR0036  ___________________________________________________________________
 DR0036* NAD 83(1986)-  33 36 46.     (N)    104 11 05.     (W)     SCALED    
 DR0036* NAVD 88     -      1185.382  (meters)    3889.04   (feet)  ADJUSTED  
 DR0036  ___________________________________________________________________
 DR0036  GEOID HEIGHT-         -23.21  (meters)                     GEOID03
 DR0036  DYNAMIC HT  -        1183.769 (meters)    3883.75  (feet)  COMP
 DR0036  MODELED GRAV-     979,234.9   (mgal)                       NAVD 88
 DR0036
 DR0036  VERT ORDER  -  FIRST     CLASS II
 DR0036
 DR0036.The horizontal coordinates were scaled from a topographic map and have
 DR0036.an estimated accuracy of +/- 6 seconds.
 DR0036
 DR0036.The orthometric height was determined by differential leveling
 DR0036.and adjusted by the National Geodetic Survey in June 1991..
 DR0036
 DR0036.The geoid height was determined by GEOID03.
 DR0036
 DR0036.The dynamic height is computed by dividing the NAVD 88
 DR0036.geopotential number by the normal gravity value computed on the
 DR0036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0036.degrees latitude (g = 980.6199 gals.).
 DR0036
 DR0036.The modeled gravity was interpolated from observed gravity values.
 DR0036
 DR0036;                    North         East    Units  Estimated Accuracy
 DR0036;SPC NM E     -   289,720.      178,790.      MT  (+/- 180 meters Scaled)
 DR0036
 DR0036                          SUPERSEDED SURVEY CONTROL
 DR0036
 DR0036  NGVD 29 (??/??/92) 1184.805  (m)         3887.15   (f) ADJ UNCH    1 2
 DR0036
 DR0036.Superseded values are not recommended for survey control.
 DR0036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0036.See file dsdata.txt to determine how the superseded data were derived.
 DR0036
 DR0036_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SET756195(NAD 83)
 DR0036_MARKER: DB = BENCH MARK DISK
 DR0036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR0036_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DR0036_STAMPING: B 202 1941
 DR0036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR0036+STABILITY: SURFACE MOTION
 DR0036
 DR0036  HISTORY     - Date     Condition        Report By
 DR0036  HISTORY     - 1941     MONUMENTED       CGS
 DR0036  HISTORY     - 1961     GOOD             NGS
 DR0036
 DR0036                          STATION DESCRIPTION
 DR0036
 DR0036'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 DR0036'1.4 MI NE FROM CAMPBELL.
 DR0036'1.4 MILES NORTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 DR0036'FROM THE STATION AT CAMPBELL, 88 FEET NORTHWEST OF IRON MILEPOST 81,
 DR0036'98 FEET NORTHWEST OF THE CENTERLINE OF THE TRACK, 2 FEET SOUTHEAST OF
 DR0036'THE RIGHT-OF-WAY FENCE, 2.5 FEET EAST OF A WHITE WOODEN WITNESS POST,
 DR0036'AND LEVEL WITH THE TRACK.  A STANDARD DISK, STAMPED B 202 1941 AND SET
 DR0036'IN THE TOP OF A CONCRETE POST PROJECTING 0.8 FOOT ABOVE GROUND.
 DR0036
 DR0036                          STATION RECOVERY (1961)
 DR0036
 DR0036'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 DR0036'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0297 ***********************************************************************
 DR0297  DESIGNATION -  B 203
 DR0297  PID         -  DR0297
 DR0297  STATE/COUNTY-  NM/CHAVES
 DR0297  USGS QUAD   -  ROSWELL NORTH (1975)
 DR0297
 DR0297                         *CURRENT SURVEY CONTROL
 DR0297  ___________________________________________________________________
 DR0297* NAD 83(1986)-  33 23 38.     (N)    104 33 06.     (W)     SCALED    
 DR0297* NAVD 88     -      1096.993  (meters)    3599.05   (feet)  ADJUSTED  
 DR0297  ___________________________________________________________________
 DR0297  GEOID HEIGHT-         -23.15  (meters)                     GEOID03
 DR0297  DYNAMIC HT  -        1095.493 (meters)    3594.13  (feet)  COMP
 DR0297  MODELED GRAV-     979,232.5   (mgal)                       NAVD 88
 DR0297
 DR0297  VERT ORDER  -  FIRST     CLASS II
 DR0297
 DR0297.The horizontal coordinates were scaled from a topographic map and have
 DR0297.an estimated accuracy of +/- 6 seconds.
 DR0297
 DR0297.The orthometric height was determined by differential leveling
 DR0297.and adjusted by the National Geodetic Survey in June 1991..
 DR0297
 DR0297.The geoid height was determined by GEOID03.
 DR0297
 DR0297.The dynamic height is computed by dividing the NAVD 88
 DR0297.geopotential number by the normal gravity value computed on the
 DR0297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0297.degrees latitude (g = 980.6199 gals.).
 DR0297
 DR0297.The modeled gravity was interpolated from observed gravity values.
 DR0297
 DR0297;                    North         East    Units  Estimated Accuracy
 DR0297;SPC NM E     -   265,460.      144,690.      MT  (+/- 180 meters Scaled)
 DR0297
 DR0297                          SUPERSEDED SURVEY CONTROL
 DR0297
 DR0297  NGVD 29 (??/??/92) 1096.454  (m)         3597.28   (f) ADJ UNCH    1 2
 DR0297
 DR0297.Superseded values are not recommended for survey control.
 DR0297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0297.See file dsdata.txt to determine how the superseded data were derived.
 DR0297
 DR0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES416950(NAD 83)
 DR0297_MARKER: DB = BENCH MARK DISK
 DR0297_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DR0297_SP_SET: CULVERT
 DR0297_STAMPING: B 203 1941
 DR0297_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR0297
 DR0297  HISTORY     - Date     Condition        Report By
 DR0297  HISTORY     - 1941     MONUMENTED       CGS
 DR0297  HISTORY     - 20050709 GOOD             USPSQD
 DR0297
 DR0297                          STATION DESCRIPTION
 DR0297
 DR0297'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 DR0297'1.7 MI W FROM ROSWELL.
 DR0297'TO REACH BENCH MARK GO 1.7 MILES WEST ALONG U. S. HIGHWAY NO. 70 FROM
 DR0297'THE INTERSECTION OF MAIN AND 2ND STREETS TO SITE OF BENCH MARK. BENCH
 DR0297'MARK IS SET HORIZONTALLY ON TOP OF THE EAST END OF A NORTH HEAD WALL
 DR0297'OF A 2 X 10 FOOT CONCRETE BOX CULVERT.  16 FEET NORTH OF AND ABOUT 1
 DR0297'FOOT ABOVE THE CENTER LINE OF THE HIGHWAY.
 DR0297
 DR0297                          STATION RECOVERY (2005)
 DR0297
 DR0297'RECOVERY NOTE BY US POWER SQUADRON 2005 (BJK)
 DR0297'DID NOT FIND HEADWALL AT THIS LOCATION.  FOUR LANE HIGHWAY WITH
 DR0297'PARKING LANES ON EACH SIDE AND DRAINAGE IMPROVEMENTS.
 DR0297' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0298 ***********************************************************************
 DR0298  DESIGNATION -  B 203 RESET
 DR0298  PID         -  DR0298
 DR0298  STATE/COUNTY-  NM/CHAVES
 DR0298  USGS QUAD   -  ROSWELL NORTH (1975)
 DR0298
 DR0298                         *CURRENT SURVEY CONTROL
 DR0298  ___________________________________________________________________
 DR0298* NAD 83(1986)-  33 23 38.     (N)    104 33 07.     (W)     SCALED    
 DR0298* NAVD 88     -      1096.31   (+/-2cm)    3596.8    (feet)  VERTCON   
 DR0298  ___________________________________________________________________
 DR0298  GEOID HEIGHT-         -23.15  (meters)                     GEOID03
 DR0298
 DR0298  VERT ORDER  -  THIRD (See Below)
 DR0298
 DR0298.The horizontal coordinates were scaled from a topographic map and have
 DR0298.an estimated accuracy of +/- 6 seconds.
 DR0298
 DR0298.The NAVD 88 height was computed by applying the VERTCON shift value to
 DR0298.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DR0298.The vertical order pertains to the NGVD 29 superseded value.
 DR0298
 DR0298.The geoid height was determined by GEOID03.
 DR0298
 DR0298;                    North         East    Units  Estimated Accuracy
 DR0298;SPC NM E     -   265,460.      144,660.      MT  (+/- 180 meters Scaled)
 DR0298
 DR0298                          SUPERSEDED SURVEY CONTROL
 DR0298
 DR0298  NGVD 29 (??/??/??) 1095.76   (m)         3595.0    (f) RESET       3  
 DR0298
 DR0298.Superseded values are not recommended for survey control.
 DR0298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0298.See file dsdata.txt to determine how the superseded data were derived.
 DR0298
 DR0298_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES416950(NAD 83)
 DR0298_MARKER: DD = SURVEY DISK
 DR0298_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DR0298_SP_SET: BASE
 DR0298_STAMPING: B 203 RESET 1955
 DR0298_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR0298_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DR0298+SATELLITE: SATELLITE OBSERVATIONS - July 09, 2005
 DR0298
 DR0298  HISTORY     - Date     Condition        Report By
 DR0298  HISTORY     - 1955     MONUMENTED       NMHD
 DR0298  HISTORY     - 1962     GOOD             USGS
 DR0298  HISTORY     - 20050709 GOOD             USPSQD
 DR0298
 DR0298                          STATION DESCRIPTION
 DR0298
 DR0298'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 DR0298'1.7 MI W FROM ROSWELL.
 DR0298'1.7 MILES WEST ALONG U.S. HIGHWAY 70 FROM THE INTERSECTION OF MAIN AND
 DR0298'SECOND STREETS AT ROSWELL, IN THE NORTHWEST CORNER OF A CONCRETE
 DR0298'LIGHTING STANDARD, AT THE CENTER OF THE MEDIAN STRIP AND 8 INCHES
 DR0298'ABOVE THE GUTTER.  NOTE-- IN THE CONCRETE BASE OF LIGHTING STANDARD
 DR0298'NUMBER 96, 63 FEET EAST OF THE CENTERLINE OF SPRUCE AVENUE.
 DR0298
 DR0298                          STATION RECOVERY (2005)
 DR0298
 DR0298'RECOVERY NOTE BY US POWER SQUADRON 2005 (BJK)
 DR0298'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0159 ***********************************************************************
 DR0159  DESIGNATION -  B 204
 DR0159  PID         -  DR0159
 DR0159  STATE/COUNTY-  NM/CHAVES
 DR0159  USGS QUAD   -  DEXTER EAST (1950)
 DR0159
 DR0159                         *CURRENT SURVEY CONTROL
 DR0159  ___________________________________________________________________
 DR0159* NAD 83(1986)-  33 11 54.     (N)    104 16 43.     (W)     SCALED    
 DR0159* NAVD 88     -      1056.287  (meters)    3465.50   (feet)  ADJUSTED  
 DR0159  ___________________________________________________________________
 DR0159  GEOID HEIGHT-         -23.17  (meters)                     GEOID03
 DR0159  DYNAMIC HT  -        1054.844 (meters)    3460.77  (feet)  COMP
 DR0159  MODELED GRAV-     979,235.5   (mgal)                       NAVD 88
 DR0159
 DR0159  VERT ORDER  -  SECOND    CLASS 0
 DR0159
 DR0159.The horizontal coordinates were scaled from a topographic map and have
 DR0159.an estimated accuracy of +/- 6 seconds.
 DR0159
 DR0159.The orthometric height was determined by differential leveling
 DR0159.and adjusted by the National Geodetic Survey in June 1991..
 DR0159
 DR0159.The geoid height was determined by GEOID03.
 DR0159
 DR0159.The dynamic height is computed by dividing the NAVD 88
 DR0159.geopotential number by the normal gravity value computed on the
 DR0159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0159.degrees latitude (g = 980.6199 gals.).
 DR0159
 DR0159.The modeled gravity was interpolated from observed gravity values.
 DR0159
 DR0159;                    North         East    Units  Estimated Accuracy
 DR0159;SPC NM E     -   243,750.      170,100.      MT  (+/- 180 meters Scaled)
 DR0159
 DR0159                          SUPERSEDED SURVEY CONTROL
 DR0159
 DR0159  NGVD 29 (??/??/92) 1055.816  (m)         3463.96   (f) ADJ UNCH    2 0
 DR0159
 DR0159.Superseded values are not recommended for survey control.
 DR0159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0159.See file dsdata.txt to determine how the superseded data were derived.
 DR0159
 DR0159_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES672735(NAD 83)
 DR0159_MARKER: DB = BENCH MARK DISK
 DR0159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR0159_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DR0159_STAMPING: B 204 1941
 DR0159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR0159+STABILITY: SURFACE MOTION
 DR0159
 DR0159  HISTORY     - Date     Condition        Report By
 DR0159  HISTORY     - 1941     MONUMENTED       CGS
 DR0159
 DR0159                          STATION DESCRIPTION
 DR0159
 DR0159'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 DR0159'6.8 MI E FROM DEXTER.
 DR0159'TO REACH BENCH MARK FROM THE DEXTER RAILROAD STATION PROCEED EAST ON
 DR0159'MAIN ROAD, GO 2.0 MILES.  THENCE, TURN LEFT (NORTH), GO 0.8 MILES.
 DR0159'THENCE, TURN RIGHT (NORTHEAST), GO 0.3 MILES.  THENCE, TURN RIGHT
 DR0159'(EASTERLY), GO 1.7 MILES.  THENCE, TURN RIGHT (SOUTH), GO 0.6 MILES.
 DR0159'THENCE TURN LEFT (EASTERLY), GO 1.4 MILES TO SITE OF BENCH MARK. BENCH
 DR0159'MARK IS ABOUT 500 FEET NORTH OF AN OLD STONE HOUSE.  22 FEET SOUTHEAST
 DR0159'OF AND ABOUT 1 FOOT ABOVE THE CENTER LINE OF THE ROAD.  3 FEET WEST OF
 DR0159'A 4 X 4 INCH WOODEN MARKER POST, AND ON THE NORTH SLOPE OF A SMALL
 DR0159'HILL.  THE MONUMENT PROJECTS 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0100 ***********************************************************************
 CW0100  DESIGNATION -  B 205
 CW0100  PID         -  CW0100
 CW0100  STATE/COUNTY-  NM/EDDY
 CW0100  USGS QUAD   -  RED LAKE (1975)
 CW0100
 CW0100                         *CURRENT SURVEY CONTROL
 CW0100  ___________________________________________________________________
 CW0100* NAD 83(1986)-  32 49 09.     (N)    104 08 49.     (W)     SCALED    
 CW0100* NAVD 88     -      1129.006  (meters)    3704.08   (feet)  ADJUSTED  
 CW0100  ___________________________________________________________________
 CW0100  GEOID HEIGHT-         -22.98  (meters)                     GEOID03
 CW0100  DYNAMIC HT  -        1127.450 (meters)    3698.98  (feet)  COMP
 CW0100  MODELED GRAV-     979,220.3   (mgal)                       NAVD 88
 CW0100
 CW0100  VERT ORDER  -  SECOND    CLASS 0
 CW0100
 CW0100.The horizontal coordinates were scaled from a topographic map and have
 CW0100.an estimated accuracy of +/- 6 seconds.
 CW0100
 CW0100.The orthometric height was determined by differential leveling
 CW0100.and adjusted by the National Geodetic Survey in June 1991..
 CW0100
 CW0100.The geoid height was determined by GEOID03.
 CW0100
 CW0100.The dynamic height is computed by dividing the NAVD 88
 CW0100.geopotential number by the normal gravity value computed on the
 CW0100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0100.degrees latitude (g = 980.6199 gals.).
 CW0100
 CW0100.The modeled gravity was interpolated from observed gravity values.
 CW0100
 CW0100;                    North         East    Units  Estimated Accuracy
 CW0100;SPC NM E     -   201,720.      182,450.      MT  (+/- 180 meters Scaled)
 CW0100
 CW0100                          SUPERSEDED SURVEY CONTROL
 CW0100
 CW0100  NGVD 29 (??/??/92) 1128.538  (m)         3702.55   (f) ADJ UNCH    2 0
 CW0100
 CW0100.Superseded values are not recommended for survey control.
 CW0100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0100.See file dsdata.txt to determine how the superseded data were derived.
 CW0100
 CW0100_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES798315(NAD 83)
 CW0100_MARKER: DB = BENCH MARK DISK
 CW0100_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CW0100_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CW0100_STAMPING: B 205 1941
 CW0100_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CW0100+STABILITY: SURFACE MOTION
 CW0100
 CW0100  HISTORY     - Date     Condition        Report By
 CW0100  HISTORY     - 1941     MONUMENTED       CGS
 CW0100
 CW0100                          STATION DESCRIPTION
 CW0100
 CW0100'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 CW0100'16.4 MI NE FROM ARTESIA.
 CW0100'TO REACH BENCH MARK FROM THE RAILROAD STATION IN ARTESIA, PROCEED EAST
 CW0100'ON STATE HIGHWAY NO. 83, GO 15.1 MILES TO INTERSECTION OF ROAD NORTH
 CW0100'THROUGH TURKEY TRACT.  THENCE, TURN LEFT (NORTH), GO 1.3 MILES TO A
 CW0100'CATTLE GUARD AND SITE OF BENCH MARK.  NOTE-- BENCH MARK IS NEAR A
 CW0100'CATTLE GUARD.  1.3 MILES NORTH OF INTERSECTION OF TURKEY TRACT ROAD
 CW0100'WITH STATE HIGHWAY NO. 83.  47 FEET WEST OF THE CENTER LINE OF THE
 CW0100'ROAD AND CATTLE GUARD.  3 FEET WEST OF A 4 X 4 INCH WOODEN MARKER
 CW0100'POST.  2 FEET SOUTH OF EAST-WEST FENCE LINE.  THE MONUMENT PROJECTS
 CW0100'0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0445 ***********************************************************************
 DQ0445  DESIGNATION -  B 206
 DQ0445  PID         -  DQ0445
 DQ0445  STATE/COUNTY-  NM/CHAVES
 DQ0445  USGS QUAD   -  CEDAR POINT (1984)
 DQ0445
 DQ0445                         *CURRENT SURVEY CONTROL
 DQ0445  ___________________________________________________________________
 DQ0445* NAD 83(1986)-  33 02 49.     (N)    103 59 00.     (W)     SCALED    
 DQ0445* NAVD 88     -      1179.001  (meters)    3868.11   (feet)  ADJUSTED  
 DQ0445  ___________________________________________________________________
 DQ0445  GEOID HEIGHT-         -22.53  (meters)                     GEOID03
 DQ0445  DYNAMIC HT  -        1177.381 (meters)    3862.79  (feet)  COMP
 DQ0445  MODELED GRAV-     979,222.4   (mgal)                       NAVD 88
 DQ0445
 DQ0445  VERT ORDER  -  SECOND    CLASS 0
 DQ0445
 DQ0445.The horizontal coordinates were scaled from a topographic map and have
 DQ0445.an estimated accuracy of +/- 6 seconds.
 DQ0445
 DQ0445.The orthometric height was determined by differential leveling
 DQ0445.and adjusted by the National Geodetic Survey in June 1991..
 DQ0445
 DQ0445.The geoid height was determined by GEOID03.
 DQ0445
 DQ0445.The dynamic height is computed by dividing the NAVD 88
 DQ0445.geopotential number by the normal gravity value computed on the
 DQ0445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0445.degrees latitude (g = 980.6199 gals.).
 DQ0445
 DQ0445.The modeled gravity was interpolated from observed gravity values.
 DQ0445
 DQ0445;                    North         East    Units  Estimated Accuracy
 DQ0445;SPC NM E     -   227,010.      197,690.      MT  (+/- 180 meters Scaled)
 DQ0445
 DQ0445                          SUPERSEDED SURVEY CONTROL
 DQ0445
 DQ0445  NGVD 29 (??/??/92) 1178.522  (m)         3866.53   (f) ADJ UNCH    2 0
 DQ0445
 DQ0445.Superseded values are not recommended for survey control.
 DQ0445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0445.See file dsdata.txt to determine how the superseded data were derived.
 DQ0445
 DQ0445_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES949569(NAD 83)
 DQ0445_MARKER: DB = BENCH MARK DISK
 DQ0445_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0445_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DQ0445_STAMPING: B 206 1941
 DQ0445_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0445+STABILITY: SURFACE MOTION
 DQ0445
 DQ0445  HISTORY     - Date     Condition        Report By
 DQ0445  HISTORY     - 1941     MONUMENTED       CGS
 DQ0445  HISTORY     - 1973     GOOD             USGS
 DQ0445
 DQ0445                          STATION DESCRIPTION
 DQ0445
 DQ0445'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 DQ0445'21.25 MI SE FROM HAGERMAN.
 DQ0445'21.0 MILES EAST ALONG STATE HIGHWAY 31 FROM THE JUNCTION OF U.S.
 DQ0445'HIGHWAY 285 IN HAGERMAN, TO A JUNCTION OF A PAVED ROAD LEADING SOUTH,
 DQ0445'THENCE SOUTH ABOUT 0.1 MILE, THENCE SOUTHEAST ALONG OLD ROAD BED 0.15
 DQ0445'MILE.  21 FEET SOUTHWEST OF OLD ROAD BED.  A STANDARD DISK STAMPED B
 DQ0445'206 1941 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0039 ***********************************************************************
 FO0039  DESIGNATION -  B 207
 FO0039  PID         -  FO0039
 FO0039  STATE/COUNTY-  NM/SANDOVAL
 FO0039  USGS QUAD   -  SANTO DOMINGO PUEBLO (1993)
 FO0039
 FO0039                         *CURRENT SURVEY CONTROL
 FO0039  ___________________________________________________________________
 FO0039* NAD 83(1986)-  35 32 39.     (N)    106 20 51.     (W)     SCALED    
 FO0039* NAVD 88     -      1591.718  (meters)    5222.16   (feet)  ADJUSTED  
 FO0039  ___________________________________________________________________
 FO0039  GEOID HEIGHT-         -20.49  (meters)                     GEOID03
 FO0039  DYNAMIC HT  -        1589.550 (meters)    5215.05  (feet)  COMP
 FO0039  MODELED GRAV-     979,216.7   (mgal)                       NAVD 88
 FO0039
 FO0039  VERT ORDER  -  FIRST     CLASS II
 FO0039
 FO0039.The horizontal coordinates were scaled from a topographic map and have
 FO0039.an estimated accuracy of +/- 6 seconds.
 FO0039
 FO0039.The orthometric height was determined by differential leveling
 FO0039.and adjusted by the National Geodetic Survey in June 1991..
 FO0039.WARNING-Repeat measurements at this control monument indicate possible
 FO0039.vertical movement.
 FO0039
 FO0039.The geoid height was determined by GEOID03.
 FO0039
 FO0039.The dynamic height is computed by dividing the NAVD 88
 FO0039.geopotential number by the normal gravity value computed on the
 FO0039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0039.degrees latitude (g = 980.6199 gals.).
 FO0039
 FO0039.The modeled gravity was interpolated from observed gravity values.
 FO0039
 FO0039;                    North         East    Units  Estimated Accuracy
 FO0039;SPC NM C     -   503,950.      491,160.      MT  (+/- 180 meters Scaled)
 FO0039
 FO0039                          SUPERSEDED SURVEY CONTROL
 FO0039
 FO0039  NGVD 29 (??/??/92) 1590.780  (m)         5219.08   (f) ADJ UNCH    1 2
 FO0039
 FO0039.Superseded values are not recommended for survey control.
 FO0039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0039.See file dsdata.txt to determine how the superseded data were derived.
 FO0039
 FO0039_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV778342(NAD 83)
 FO0039_MARKER: DB = BENCH MARK DISK
 FO0039_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FO0039_SP_SET: CONCRETE SUPPORT
 FO0039_STAMPING: B 207 1941
 FO0039_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FO0039
 FO0039  HISTORY     - Date     Condition        Report By
 FO0039  HISTORY     - 1941     MONUMENTED       CGS
 FO0039  HISTORY     - 1951     GOOD             NGS
 FO0039
 FO0039                          STATION DESCRIPTION
 FO0039
 FO0039'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 FO0039'2.1 MI S FROM PENABLANCO.
 FO0039'2.1 MILES SOUTH ALONG A GRAVELED ROAD FROM THE CATHOLIC CHURCH AT
 FO0039'PENABLANCO, 0.8 MILE NORTH OF BENCH MARK F 74, 0.2 MILE SOUTH OF A
 FO0039'TELEPHONE LINE, 52 FEET EAST OF THE CENTER LINE OF THE GRAVELED ROAD,
 FO0039'SET IN THE TOP OF THE SOUTHEAST END OF THE NORTHWEST CONCRETE SUPPORT
 FO0039'OF A CONCRETE DIVIDING BOX IN AN IRRIGATION CANAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0604 ***********************************************************************
 FO0604  DESIGNATION -  B 208
 FO0604  PID         -  FO0604
 FO0604  STATE/COUNTY-  NM/SANDOVAL
 FO0604  USGS QUAD   -  JEMEZ SPRINGS (1976)
 FO0604
 FO0604                         *CURRENT SURVEY CONTROL
 FO0604  ___________________________________________________________________
 FO0604* NAD 83(1986)-  35 52 03.     (N)    106 38 15.     (W)     SCALED    
 FO0604* NAVD 88     -      2332.073  (meters)    7651.14   (feet)  ADJUSTED  
 FO0604  ___________________________________________________________________
 FO0604  GEOID HEIGHT-         -18.83  (meters)                     GEOID03
 FO0604  DYNAMIC HT  -        2328.722 (meters)    7640.15  (feet)  COMP
 FO0604  MODELED GRAV-     979,111.8   (mgal)                       NAVD 88
 FO0604
 FO0604  VERT ORDER  -  SECOND    CLASS 0
 FO0604
 FO0604.The horizontal coordinates were scaled from a topographic map and have
 FO0604.an estimated accuracy of +/- 6 seconds.
 FO0604
 FO0604.The orthometric height was determined by differential leveling
 FO0604.and adjusted by the National Geodetic Survey in June 1991..
 FO0604
 FO0604.The geoid height was determined by GEOID03.
 FO0604
 FO0604.The dynamic height is computed by dividing the NAVD 88
 FO0604.geopotential number by the normal gravity value computed on the
 FO0604.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0604.degrees latitude (g = 980.6199 gals.).
 FO0604
 FO0604.The modeled gravity was interpolated from observed gravity values.
 FO0604
 FO0604;                    North         East    Units  Estimated Accuracy
 FO0604;SPC NM C     -   539,880.      465,010.      MT  (+/- 180 meters Scaled)
 FO0604
 FO0604                          SUPERSEDED SURVEY CONTROL
 FO0604
 FO0604  NGVD 29 (??/??/92) 2330.940  (m)         7647.43   (f) ADJ UNCH    2 0
 FO0604
 FO0604.Superseded values are not recommended for survey control.
 FO0604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0604.See file dsdata.txt to determine how the superseded data were derived.
 FO0604
 FO0604_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV521704(NAD 83)
 FO0604_MARKER: DB = BENCH MARK DISK
 FO0604_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FO0604_SP_SET: ABUTMENT
 FO0604_STAMPING: B 208 1941
 FO0604_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FO0604
 FO0604  HISTORY     - Date     Condition        Report By
 FO0604  HISTORY     - 1941     MONUMENTED       CGS
 FO0604  HISTORY     - 1970     MARK NOT FOUND   USGS
 FO0604
 FO0604                          STATION DESCRIPTION
 FO0604
 FO0604'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 FO0604'8.0 MI N FROM JEMEZ SPRINGS.
 FO0604'8.0 MILES NORTH ALONG STATE HIGHWAY 4 FROM THE RANGER STATION AT JEMEZ
 FO0604'SPRINGS, SANDOVAL COUNTY, AT LA CURVA, AT THE JUNCTION OF STATE
 FO0604'HIGHWAY 126, 320 FEET NORTH OF A BRIDGE OVER JEMEZ CREEK, 270 FEET
 FO0604'NORTH EAST OF THE WYE FORMED BY THE JUNCTION, 9 FEET EAST OF THE
 FO0604'CENTERLINE OF THE HIGHWAY, IN THE TOP OF THE EAST ABUTMENT OF A
 FO0604'CATTLEGUARD 1 FOOT ABOVE THE GROUND, AND 1 FOOT HIGHER THAN THE
 FO0604'HIGHWAY.  A STANDARD DISK, STAMPED B 208 1941.
 FO0604
 FO0604                          STATION RECOVERY (1970)
 FO0604
 FO0604'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 FO0604'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0026 ***********************************************************************
 FP0026  DESIGNATION -  B 209
 FP0026  PID         -  FP0026
 FP0026  STATE/COUNTY-  NM/MCKINLEY
 FP0026  USGS QUAD   -  CONTINENTAL DIVIDE (1995)
 FP0026
 FP0026                         *CURRENT SURVEY CONTROL
 FP0026  ___________________________________________________________________
 FP0026* NAD 83(1986)-  35 25 15.     (N)    108 18 09.     (W)     SCALED    
 FP0026* NAVD 88     -      2210.596  (meters)    7252.60   (feet)  ADJUSTED  
 FP0026  ___________________________________________________________________
 FP0026  GEOID HEIGHT-         -20.24  (meters)                     GEOID03
 FP0026  DYNAMIC HT  -        2207.429 (meters)    7242.21  (feet)  COMP
 FP0026  MODELED GRAV-     979,121.1   (mgal)                       NAVD 88
 FP0026
 FP0026  VERT ORDER  -  FIRST     CLASS II
 FP0026
 FP0026.The horizontal coordinates were scaled from a topographic map and have
 FP0026.an estimated accuracy of +/- 6 seconds.
 FP0026
 FP0026.The orthometric height was determined by differential leveling
 FP0026.and adjusted by the National Geodetic Survey in June 1991..
 FP0026
 FP0026.The geoid height was determined by GEOID03.
 FP0026
 FP0026.The dynamic height is computed by dividing the NAVD 88
 FP0026.geopotential number by the normal gravity value computed on the
 FP0026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0026.degrees latitude (g = 980.6199 gals.).
 FP0026
 FP0026.The modeled gravity was interpolated from observed gravity values.
 FP0026
 FP0026;                    North         East    Units  Estimated Accuracy
 FP0026;SPC NM W     -   490,370.      787,390.      MT  (+/- 180 meters Scaled)
 FP0026
 FP0026                          SUPERSEDED SURVEY CONTROL
 FP0026
 FP0026  NGVD 29 (??/??/92) 2209.493  (m)         7248.98   (f) ADJ UNCH    1 2
 FP0026
 FP0026.Superseded values are not recommended for survey control.
 FP0026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0026.See file dsdata.txt to determine how the superseded data were derived.
 FP0026
 FP0026_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYE449230(NAD 83)
 FP0026_MARKER: DB = BENCH MARK DISK
 FP0026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FP0026_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FP0026_STAMPING: B 209 1941
 FP0026_MARK LOGO: CGS   
 FP0026_PROJECTION: PROJECTING 10 CENTIMETERS
 FP0026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FP0026+STABILITY: SURFACE MOTION
 FP0026
 FP0026  HISTORY     - Date     Condition        Report By
 FP0026  HISTORY     - 1941     MONUMENTED       CGS
 FP0026  HISTORY     - 1982     GOOD             NGS
 FP0026
 FP0026                          STATION DESCRIPTION
 FP0026
 FP0026'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 FP0026'4.6 MI NW FROM THOREAU.
 FP0026'TO REACH FROM THE ATCHISON, TOPEKA AND SANTA FE RAILROAD STATION AT
 FP0026'THOREAU-- GO 4.6 MILES NORTHWESTERLY ALONG THE ATCHISON, TOPEKA AND
 FP0026'SANTA FE RIGHT-OF-WAY TO THE SITE OF BENCH MARK.  BENCH MARK IS ABOUT
 FP0026'0.4 MILE EAST OF THE CONTINENTAL DIVIDE, 5 POLES WEST OF MILE POLE NO.
 FP0026'130 AND ON A BANK AT THE WESTERLY END OF A CURVE.  IT IS 76.0 FEET
 FP0026'SOUTH OF AND ABOUT 6.0 FEET ABOVE THE CENTERLINE OF THE MAIN SOUTH
 FP0026'TRACKS, 45.0 FEET SOUTH OF A SIDE TRACK, 10.0 FEET NORTH OF THE SOUTH
 FP0026'EDGE OF BANK AND 3.0 FEET NORTH OF A 4X4-INCH WOODEN MARKER POST. THE
 FP0026'MONUMENT PROJECTS 0.5 FOOT.
 FP0026
 FP0026                          STATION RECOVERY (1982)
 FP0026
 FP0026'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FP0026'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  43.8 KM (27.2
 FP0026'MI) SOUTHEASTERLY ALONG INTERSTATE HIGHWAY 40 FROM ITS JUNCTION WITH
 FP0026'U. S. HIGHWAY 666 IN GALLUP, THENCE 0.3 KM (0.2 MI) NORTHEAST ALONG A
 FP0026'PAVED AND GRAVELED ROAD, THENCE 1.0 KM (0.6 MI) SOUTHEAST ALONG THE
 FP0026'SANTA FE RAILROAD, 0.3 KM (0.2 MI) NORTHWEST OF MILEPOST 130, 22.7
 FP0026'METERS (74.5 FT) SOUTHWEST OF THE NEAR RAIL AND 13.8 METERS (45.3 FT)
 FP0026'SOUTH OF THE CENTER OF A TRACK ROAD.
 FP0026'THE MARK IS 0.3 M ABOVE THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0213 ***********************************************************************
 EP0213  DESIGNATION -  B 21
 EP0213  PID         -  EP0213
 EP0213  STATE/COUNTY-  NM/TORRANCE
 EP0213  USGS QUAD   -  TEJON (1978)
 EP0213
 EP0213                         *CURRENT SURVEY CONTROL
 EP0213  ___________________________________________________________________
 EP0213* NAD 83(1986)-  34 33 22.     (N)    105 18 56.     (W)     SCALED    
 EP0213* NAVD 88     -      1848.190  (meters)    6063.60   (feet)  ADJUSTED  
 EP0213  ___________________________________________________________________
 EP0213  GEOID HEIGHT-         -20.48  (meters)                     GEOID03
 EP0213  DYNAMIC HT  -        1845.565 (meters)    6054.99  (feet)  COMP
 EP0213  MODELED GRAV-     979,148.6   (mgal)                       NAVD 88
 EP0213
 EP0213  VERT ORDER  -  FIRST     CLASS II
 EP0213
 EP0213.The horizontal coordinates were scaled from a topographic map and have
 EP0213.an estimated accuracy of +/- 6 seconds.
 EP0213
 EP0213.The orthometric height was determined by differential leveling
 EP0213.and adjusted by the National Geodetic Survey in June 1991..
 EP0213
 EP0213.The geoid height was determined by GEOID03.
 EP0213
 EP0213.The dynamic height is computed by dividing the NAVD 88
 EP0213.geopotential number by the normal gravity value computed on the
 EP0213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EP0213.degrees latitude (g = 980.6199 gals.).
 EP0213
 EP0213.The modeled gravity was interpolated from observed gravity values.
 EP0213
 EP0213;                    North         East    Units  Estimated Accuracy
 EP0213;SPC NM C     -   394,730.      585,760.      MT  (+/- 180 meters Scaled)
 EP0213
 EP0213                          SUPERSEDED SURVEY CONTROL
 EP0213
 EP0213  NGVD 29 (??/??/92) 1847.379  (m)         6060.94   (f) ADJ UNCH    1 2
 EP0213
 EP0213.Superseded values are not recommended for survey control.
 EP0213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EP0213.See file dsdata.txt to determine how the superseded data were derived.
 EP0213
 EP0213_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDU710238(NAD 83)
 EP0213_MARKER: DB = BENCH MARK DISK
 EP0213_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EP0213_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EP0213_STAMPING: 6060.943 B 21 1932
 EP0213_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EP0213+STABILITY: SURFACE MOTION
 EP0213
 EP0213  HISTORY     - Date     Condition        Report By
 EP0213  HISTORY     - 1932     MONUMENTED       CGS
 EP0213  HISTORY     - 1934     GOOD             NGS
 EP0213  HISTORY     - 1975     MARK NOT FOUND   USGS
 EP0213  HISTORY     - 1981     MARK NOT FOUND   NGS
 EP0213
 EP0213                          STATION DESCRIPTION
 EP0213
 EP0213'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 EP0213'7.9 MI NE FROM DURAN.
 EP0213'IN TORRANCE COUNTY, 7.9 MILES NORTHEAST ALONG THE SOUTHERN PACIFIC CO.
 EP0213'RAILROAD FROM THE STATION AT DURAN, TORRANCE COUNTY, 6.8 MILES
 EP0213'SOUTHWEST OF THE STATION AT VAUGHN, GUADALUPE COUNTY, 4 POLES NORTH OF
 EP0213'BLOCK SIGNAL 1518.5, 2 POLES SOUTH OF CULVERT 1518 B, AND 85 FEET EAST
 EP0213'OF THE CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED 6060.943 B
 EP0213'21 1932 AND SET IN THE TOP OF A CONCRETE POST.
 EP0213
 EP0213                          STATION RECOVERY (1975)
 EP0213
 EP0213'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 EP0213'MARK NOT FOUND.
 EP0213
 EP0213                          STATION RECOVERY (1981)
 EP0213
 EP0213'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 EP0213'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0694 ***********************************************************************
 FO0694  DESIGNATION -  B 210
 FO0694  PID         -  FO0694
 FO0694  STATE/COUNTY-  NM/CIBOLA
 FO0694  USGS QUAD   -  MILAN (1995)
 FO0694
 FO0694                         *CURRENT SURVEY CONTROL
 FO0694  ___________________________________________________________________
 FO0694* NAD 83(1986)-  35 14 56.     (N)    107 57 20.     (W)     SCALED    
 FO0694* NAVD 88     -      2012.836  (meters)    6603.78   (feet)  ADJUSTED  
 FO0694  ___________________________________________________________________
 FO0694  GEOID HEIGHT-         -20.27  (meters)                     GEOID03
 FO0694  DYNAMIC HT  -        2009.986 (meters)    6594.43  (feet)  COMP
 FO0694  MODELED GRAV-     979,146.3   (mgal)                       NAVD 88
 FO0694
 FO0694  VERT ORDER  -  FIRST     CLASS II
 FO0694
 FO0694.The horizontal coordinates were scaled from a topographic map and have
 FO0694.an estimated accuracy of +/- 6 seconds.
 FO0694
 FO0694.The orthometric height was determined by differential leveling
 FO0694.and adjusted by the National Geodetic Survey in June 1991..
 FO0694.WARNING-Repeat measurements at this control monument indicate possible
 FO0694.vertical movement.
 FO0694
 FO0694.The geoid height was determined by GEOID03.
 FO0694
 FO0694.The dynamic height is computed by dividing the NAVD 88
 FO0694.geopotential number by the normal gravity value computed on the
 FO0694.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0694.degrees latitude (g = 980.6199 gals.).
 FO0694
 FO0694.The modeled gravity was interpolated from observed gravity values.
 FO0694
 FO0694;                    North         East    Units  Estimated Accuracy
 FO0694;SPC NM W     -   471,200.      818,880.      MT  (+/- 180 meters Scaled)
 FO0694
 FO0694                          SUPERSEDED SURVEY CONTROL
 FO0694
 FO0694  NGVD 29 (??/??/92) 2011.812  (m)         6600.42   (f) ADJ UNCH    1 2
 FO0694
 FO0694.Superseded values are not recommended for survey control.
 FO0694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0694.See file dsdata.txt to determine how the superseded data were derived.
 FO0694
 FO0694_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBV310046(NAD 83)
 FO0694_MARKER: DB = BENCH MARK DISK
 FO0694_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FO0694_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FO0694_STAMPING: B 210 1941
 FO0694_MARK LOGO: CGS   
 FO0694_PROJECTION: PROJECTING 5 CENTIMETERS
 FO0694_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO0694+STABILITY: SURFACE MOTION
 FO0694
 FO0694  HISTORY     - Date     Condition        Report By
 FO0694  HISTORY     - 1941     MONUMENTED       CGS
 FO0694  HISTORY     - 1949     GOOD             DOD
 FO0694  HISTORY     - 1982     GOOD             NGS
 FO0694
 FO0694                          STATION DESCRIPTION
 FO0694
 FO0694'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 FO0694'9.5 MI NW FROM GRANTS.
 FO0694'TO REACH FROM THE ATCHISON, TOPEKA AND SANTA FE RAILROAD STATION AT
 FO0694'GRANTS-- GO 9.5 MILES NORTHWESTERLY ALONG THE ATCHISON, TOPEKA AND
 FO0694'SANTA FE RAILROAD RIGHT-OF-WAY TO THE SITE OF BENCH MARK.  BENCH MARK
 FO0694'IS ABOUT 2.1 MILES SOUTHEAST OF STATION AT BLUEWATER, ABOUT 0.6 MILE
 FO0694'NORTHWEST OF A LARGE STEEL GIRDER BRIDGE AND OPPOSITE MILE POST NO.
 FO0694'105.  IT IS 87.0 FEET SOUTHWEST OF AND ABOUT THE SAME ELEVATION AS THE
 FO0694'CENTERLINE OF THE MAIN SOUTH TRACKS, 27.0 FEET SOUTHWEST OF
 FO0694'RIGHT-OF-WAY FENCE, 7.0 FEET WEST OF A TELEPHONE POLE AND 3.0 FEET
 FO0694'EAST OF A 4X4-INCH WOODEN MARKER POST.  THE MONUMENT PROJECTS 0.4
 FO0694'FOOT.
 FO0694
 FO0694                          STATION RECOVERY (1949)
 FO0694
 FO0694'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1949
 FO0694'RECOVERED IN GOOD CONDITION.
 FO0694
 FO0694                          STATION RECOVERY (1982)
 FO0694
 FO0694'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FO0694'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  15.4 KM (9.55
 FO0694'MI) NORTHWESTERLY ALONG THE SANTA FE RAILROAD FROM THE RAILROAD
 FO0694'STATION IN GRANTS, 29.8 METERS (97.8 FT) SOUTHEAST OF THE CENTER OF A
 FO0694'GRAVELED ROAD LEADING NORTHEAST, 23.4 METERS (76.8 FT) WEST OF A
 FO0694'UTILITY POLE, 22.9 METERS (75.1 FT) NORTHEAST OF THE CENTERLINE OF THE
 FO0694'NORTHWEST BOUND LANES OF STATE HIGHWAY 122, 21.8 METERS (71.5 FT)
 FO0694'SOUTHWEST OF THE NEAR RAIL AND 19.1 METERS (62.7 FT) SOUTHWEST OF
 FO0694'MILEPOST 105.
 FO0694'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 FO0694'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0731 ***********************************************************************
 FO0731  DESIGNATION -  B 211
 FO0731  PID         -  FO0731
 FO0731  STATE/COUNTY-  NM/CIBOLA
 FO0731  USGS QUAD   -  MC CARTYS (1971)
 FO0731
 FO0731                         *CURRENT SURVEY CONTROL
 FO0731  ___________________________________________________________________
 FO0731* NAD 83(1986)-  35 03 42.     (N)    107 38 48.     (W)     SCALED    
 FO0731* NAVD 88     -      1870.833  (meters)    6137.89   (feet)  ADJUSTED  
 FO0731  ___________________________________________________________________
 FO0731  GEOID HEIGHT-         -20.70  (meters)                     GEOID03
 FO0731  DYNAMIC HT  -        1868.170 (meters)    6129.15  (feet)  COMP
 FO0731  MODELED GRAV-     979,144.9   (mgal)                       NAVD 88
 FO0731
 FO0731  VERT ORDER  -  FIRST     CLASS II
 FO0731
 FO0731.The horizontal coordinates were scaled from a topographic map and have
 FO0731.an estimated accuracy of +/- 6 seconds.
 FO0731
 FO0731.The orthometric height was determined by differential leveling
 FO0731.and adjusted by the National Geodetic Survey in June 1991..
 FO0731.WARNING-Repeat measurements at this control monument indicate possible
 FO0731.vertical movement.
 FO0731
 FO0731.The geoid height was determined by GEOID03.
 FO0731
 FO0731.The dynamic height is computed by dividing the NAVD 88
 FO0731.geopotential number by the normal gravity value computed on the
 FO0731.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0731.degrees latitude (g = 980.6199 gals.).
 FO0731
 FO0731.The modeled gravity was interpolated from observed gravity values.
 FO0731
 FO0731;                    North         East    Units  Estimated Accuracy
 FO0731;SPC NM W     -   450,440.      847,030.      MT  (+/- 180 meters Scaled)
 FO0731
 FO0731                          SUPERSEDED SURVEY CONTROL
 FO0731
 FO0731  NGVD 29 (??/??/92) 1869.768  (m)         6134.40   (f) ADJ UNCH    1 2
 FO0731
 FO0731.Superseded values are not recommended for survey control.
 FO0731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0731.See file dsdata.txt to determine how the superseded data were derived.
 FO0731
 FO0731_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBU586830(NAD 83)
 FO0731_MARKER: DB = BENCH MARK DISK
 FO0731_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FO0731_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FO0731_STAMPING: B 211 1941
 FO0731_MARK LOGO: CGS   
 FO0731_PROJECTION: PROJECTING 15 CENTIMETERS
 FO0731_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO0731+STABILITY: SURFACE MOTION
 FO0731
 FO0731  HISTORY     - Date     Condition        Report By
 FO0731  HISTORY     - 1941     MONUMENTED       CGS
 FO0731  HISTORY     - 1982     GOOD             NGS
 FO0731
 FO0731                          STATION DESCRIPTION
 FO0731
 FO0731'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 FO0731'13.1 MI W FROM NEW LAGUNA.
 FO0731'TO REACH FROM THE ATCHISON, TOPEKA AND SANTA FE RAILROAD STATION AT
 FO0731'NEW LAGUNA-- GO 13.0 MILES WESTERLY ALONG THE ATCHISON, TOPEKA AND
 FO0731'SANTA FE RIGHT-OF-WAY TO THE SITE OF BENCH MARK.  BENCH MARK IS ABOUT
 FO0731'0.7 MILE EAST OF SIDING SIGN MCCARTYS, 78.0 FEET SOUTH OF AND ABOUT
 FO0731'2.0 FEET BELOW CENTERLINE OF ROAD CROSSING, AND MAIN SOUTH TRACKS. IT
 FO0731'IS 5.8 FEET SOUTH OF THE FOURTH POLE WEST OF MILE POLE NO. 81 1/2,
 FO0731'28.0 FEET EAST OF CENTER OF IRON GATE IN RIGHT-OF-WAY FENCE, 9.0 FEET
 FO0731'SOUTH OF RIGHT-OF-WAY FENCE AND 2.7 FEET EAST OF A 4X4-INCH WOODEN
 FO0731'MARKER POST.  THE MONUMENT PROJECTS 0.6 FOOT.
 FO0731
 FO0731                          STATION RECOVERY (1982)
 FO0731
 FO0731'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FO0731'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  8.0 KM (4.95
 FO0731'MI) SOUTHEASTERLY ALONG THE SANTA FE RAILROAD FROM THE RAILROAD
 FO0731'STATION IN GRANTS, THENCE 11.6 KM (7.2 MI) SOUTHEASTERLY ALONG A PAVED
 FO0731'ROAD, THENCE 3.7 KM (2.3 MI) EASTERLY ALONG THE SANTA FE RAILROAD, 1.0
 FO0731'KM (0.6 MI) SOUTHEAST OF THE MCCARTYS SIDING SIGN, 0.6 KM (0.35 MI)
 FO0731'SOUTHEAST OF MILEPOST 82, 23.9 METERS (78.4 FT) SOUTH OF THE NEAR
 FO0731'RAIL, 8.6 METERS (28.2 FT) EAST OF THE CENTER OF THE ROAD, 2.8 METERS
 FO0731'(9.2 FT) SOUTH OF A FENCE, 1.8 METERS (5.9 FT) SOUTHWEST OF A UTILITY
 FO0731'POLE AND 0.8 KM (2.6 FT) EAST OF A WOODEN WITNESS POST.
 FO0731'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 FO0731'THE MARK IS 0.6 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0284 ***********************************************************************
 DR0284  DESIGNATION -  B 212
 DR0284  PID         -  DR0284
 DR0284  STATE/COUNTY-  NM/CHAVES
 DR0284  USGS QUAD   -  ROSWELL NORTH (1975)
 DR0284
 DR0284                         *CURRENT SURVEY CONTROL
 DR0284  ___________________________________________________________________
 DR0284* NAD 83(1986)-  33 24 30.     (N)    104 32 41.     (W)     SCALED    
 DR0284* NAVD 88     -      1101.359  (meters)    3613.38   (feet)  ADJUSTED  
 DR0284  ___________________________________________________________________
 DR0284  GEOID HEIGHT-         -23.17  (meters)                     GEOID03
 DR0284  DYNAMIC HT  -        1099.856 (meters)    3608.44  (feet)  COMP
 DR0284  MODELED GRAV-     979,234.7   (mgal)                       NAVD 88
 DR0284
 DR0284  VERT ORDER  -  FIRST     CLASS II
 DR0284
 DR0284.The horizontal coordinates were scaled from a topographic map and have
 DR0284.an estimated accuracy of +/- 6 seconds.
 DR0284
 DR0284.The orthometric height was determined by differential leveling
 DR0284.and adjusted by the National Geodetic Survey in June 1991..
 DR0284
 DR0284.The geoid height was determined by GEOID03.
 DR0284
 DR0284.The dynamic height is computed by dividing the NAVD 88
 DR0284.geopotential number by the normal gravity value computed on the
 DR0284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0284.degrees latitude (g = 980.6199 gals.).
 DR0284
 DR0284.The modeled gravity was interpolated from observed gravity values.
 DR0284
 DR0284;                    North         East    Units  Estimated Accuracy
 DR0284;SPC NM E     -   267,060.      145,340.      MT  (+/- 180 meters Scaled)
 DR0284
 DR0284                          SUPERSEDED SURVEY CONTROL
 DR0284
 DR0284  NGVD 29 (??/??/92) 1100.812  (m)         3611.58   (f) ADJ UNCH    1 2
 DR0284
 DR0284.Superseded values are not recommended for survey control.
 DR0284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0284.See file dsdata.txt to determine how the superseded data were derived.
 DR0284
 DR0284_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES423966(NAD 83)
 DR0284_MARKER: DB = BENCH MARK DISK
 DR0284_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DR0284_SP_SET: BLOCK
 DR0284_STAMPING: B 212 1941
 DR0284_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR0284
 DR0284  HISTORY     - Date     Condition        Report By
 DR0284  HISTORY     - 1941     MONUMENTED       CGS
 DR0284  HISTORY     - 1953     GOOD             NGS
 DR0284  HISTORY     - 1963     GOOD             NGS
 DR0284
 DR0284                          STATION DESCRIPTION
 DR0284
 DR0284'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 DR0284'IN ROSWELL.
 DR0284'AT ROSWELL, CHAVES COUNTY, AT THE WEST END OF COLLEGE AVENUE, AT
 DR0284'ROSWELL AIRPORT, AT THE WEST ENTRANCE TO THE ADMINISTRATION BUILDING,
 DR0284'AT THE EAST END OF A CONCRETE RUNWAY, AND IN THE TOP OF THE CONCRETE
 DR0284'BLOCK.  A STANDARD DISK, STAMPED B 212 1941.
 DR0284
 DR0284                          STATION RECOVERY (1963)
 DR0284
 DR0284'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 DR0284'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0023 ***********************************************************************
 DT0023  DESIGNATION -  B 213
 DT0023  PID         -  DT0023
 DT0023  STATE/COUNTY-  NM/CATRON
 DT0023  USGS QUAD   -  INDIAN PEAKS WEST (1981)
 DT0023
 DT0023                         *CURRENT SURVEY CONTROL
 DT0023  ___________________________________________________________________
 DT0023* NAD 83(1986)-  33 35 45.     (N)    108 03 52.     (W)     SCALED    
 DT0023* NAVD 88     -      2220.303  (meters)    7284.44   (feet)  ADJUSTED  
 DT0023  ___________________________________________________________________
 DT0023  GEOID HEIGHT-         -22.17  (meters)                     GEOID03
 DT0023  DYNAMIC HT  -        2216.707 (meters)    7272.65  (feet)  COMP
 DT0023  MODELED GRAV-     978,937.7   (mgal)                       NAVD 88
 DT0023
 DT0023  VERT ORDER  -  SECOND    CLASS 0
 DT0023
 DT0023.The horizontal coordinates were scaled from a topographic map and have
 DT0023.an estimated accuracy of +/- 6 seconds.
 DT0023
 DT0023.The orthometric height was determined by differential leveling
 DT0023.and adjusted by the National Geodetic Survey in June 1991..
 DT0023
 DT0023.The geoid height was determined by GEOID03.
 DT0023
 DT0023.The dynamic height is computed by dividing the NAVD 88
 DT0023.geopotential number by the normal gravity value computed on the
 DT0023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0023.degrees latitude (g = 980.6199 gals.).
 DT0023
 DT0023.The modeled gravity was interpolated from observed gravity values.
 DT0023
 DT0023;                    North         East    Units  Estimated Accuracy
 DT0023;SPC NM W     -   287,860.      808,550.      MT  (+/- 180 meters Scaled)
 DT0023
 DT0023                          SUPERSEDED SURVEY CONTROL
 DT0023
 DT0023  NGVD 29 (??/??/92) 2219.301  (m)         7281.16   (f) ADJ UNCH    2 0
 DT0023
 DT0023.Superseded values are not recommended for survey control.
 DT0023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0023.See file dsdata.txt to determine how the superseded data were derived.
 DT0023
 DT0023_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYC724212(NAD 83)
 DT0023_MARKER: DB = BENCH MARK DISK
 DT0023_SETTING: 66 = SET IN ROCK OUTCROP
 DT0023_SP_SET: ROCK OUTCROP
 DT0023_STAMPING: B 213 1941
 DT0023_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DT0023+STABILITY: POSITION/ELEVATION WELL
 DT0023
 DT0023  HISTORY     - Date     Condition        Report By
 DT0023  HISTORY     - 1941     MONUMENTED       CGS
 DT0023  HISTORY     - 1975     GOOD             USGS
 DT0023
 DT0023                          STATION DESCRIPTION
 DT0023
 DT0023'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 DT0023'14.8 MI NE FROM BEAVERHEAD.
 DT0023'TO REACH BENCH MARK FROM THE RANGER STATION AT BEAVERHEAD, PROCEED
 DT0023'NORTHWEST ON STATE HIGHWAY NO. 184, GO 6.2 MILES TO INTERSECTION OF
 DT0023'STATE HIGHWAYS NO. 184 AND NO. 145.  THENCE TURN RIGHT (NORTHEAST)
 DT0023'ONTO STATE HIGHWAY NO. 145 AND GO 8.6 MILES TO SITE OF BENCH MARK.
 DT0023'BENCH MARK IS SET HORIZONTALLY IN A PROJECTION OF ROCK OUTCROP ON THE
 DT0023'EAST SLOPE OF A EAST SLOPE OF A SMALL ROCKY HILL. 42.0 FEET WEST OF
 DT0023'AND ABOUT 5.0 FEET ABOVE THE CENTERLINE OF THE HIGHWAY ON THE INSIDE
 DT0023'OF A CURVE.
 DT0023
 DT0023                          STATION RECOVERY (1975)
 DT0023
 DT0023'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 DT0023'FROM THE RANGER STATION AT BEAVERHEAD 8.7 MILES NORTHWEST ALONG STATE
 DT0023'HIGHWAY 61, THENCE 8.6 MILES NORTHEAST ALONG STATE 78, IT IS ON THE
 DT0023'INSIDE CURVE, 42 FEET WEST OF THE CENTER OF THE HIGHWAY, IN A
 DT0023'PROJECTION OF ROCK OUTCROP, ON THE EAST SLOPE OF SMALL ROCKY HILL,
 DT0023'ABOUT 5 FEET ABOVE THE HIGHWAY A STANDARD DISK STAMPED B 213 1941.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0471 ***********************************************************************
 GL0471  DESIGNATION -  B 214
 GL0471  PID         -  GL0471
 GL0471  STATE/COUNTY-  NM/UNION
 GL0471  USGS QUAD   -  RARDIN HILL (1972)
 GL0471
 GL0471                         *CURRENT SURVEY CONTROL
 GL0471  ___________________________________________________________________
 GL0471* NAD 83(1986)-  36 36 46.     (N)    103 05 27.     (W)     SCALED    
 GL0471* NAVD 88     -      1500.440  (meters)    4922.69   (feet)  ADJUSTED  
 GL0471  ___________________________________________________________________
 GL0471  GEOID HEIGHT-         -22.14  (meters)                     GEOID03
 GL0471  DYNAMIC HT  -        1498.710 (meters)    4917.02  (feet)  COMP
 GL0471  MODELED GRAV-     979,425.9   (mgal)                       NAVD 88
 GL0471
 GL0471  VERT ORDER  -  SECOND    CLASS 0
 GL0471
 GL0471.The horizontal coordinates were scaled from a topographic map and have
 GL0471.an estimated accuracy of +/- 6 seconds.
 GL0471
 GL0471.The orthometric height was determined by differential leveling
 GL0471.and adjusted by the National Geodetic Survey in June 1991..
 GL0471
 GL0471.The geoid height was determined by GEOID03.
 GL0471
 GL0471.The dynamic height is computed by dividing the NAVD 88
 GL0471.geopotential number by the normal gravity value computed on the
 GL0471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0471.degrees latitude (g = 980.6199 gals.).
 GL0471
 GL0471.The modeled gravity was interpolated from observed gravity values.
 GL0471
 GL0471;                    North         East    Units  Estimated Accuracy
 GL0471;SPC NM E     -   623,230.      276,150.      MT  (+/- 180 meters Scaled)
 GL0471
 GL0471                          SUPERSEDED SURVEY CONTROL
 GL0471
 GL0471  NGVD 29 (??/??/92) 1499.741  (m)         4920.40   (f) ADJ UNCH    2 0
 GL0471
 GL0471.Superseded values are not recommended for survey control.
 GL0471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0471.See file dsdata.txt to determine how the superseded data were derived.
 GL0471
 GL0471_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA707536(NAD 83)
 GL0471_MARKER: DB = BENCH MARK DISK
 GL0471_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0471_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0471_STAMPING: B 214 1941
 GL0471_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0471+STABILITY: SURFACE MOTION
 GL0471_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GL0471+SATELLITE: SATELLITE OBSERVATIONS - October 08, 2005
 GL0471
 GL0471  HISTORY     - Date     Condition        Report By
 GL0471  HISTORY     - 1941     MONUMENTED       CGS
 GL0471  HISTORY     - 1955     GOOD             NGS
 GL0471  HISTORY     - 20051008 GOOD             INDIV
 GL0471
 GL0471                          STATION DESCRIPTION
 GL0471
 GL0471'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GL0471'3.0 MI SE FROM SENECA.
 GL0471'1.0 MILE SOUTH ALONG STATE HIGHWAY 18 FROM THE POST OFFICE AT SENECA,
 GL0471'THENCE 2.0 MILES EAST ALONG A GRADED DIRT ROAD, 33 FEET SOUTH OF THE
 GL0471'CENTER LINE OF A ROAD, 2.5 FEET NORTHEAST OF A POWER POLE, 1.6 FEET
 GL0471'NORTH OF A FENCE, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 1.1
 GL0471'FEET ABOVE THE GROUND.
 GL0471
 GL0471                          STATION RECOVERY (2005)
 GL0471
 GL0471'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (SGK)
 GL0471'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0275 ***********************************************************************
 DQ0275  DESIGNATION -  B 215
 DQ0275  PID         -  DQ0275
 DQ0275  STATE/COUNTY-  NM/ROOSEVELT
 DQ0275  USGS QUAD   -  MILNESAND NW (1984)
 DQ0275
 DQ0275                         *CURRENT SURVEY CONTROL
 DQ0275  ___________________________________________________________________
 DQ0275* NAD 83(1986)-  33 39 26.     (N)    103 27 34.     (W)     SCALED    
 DQ0275* NAVD 88     -      1308.097  (meters)    4291.65   (feet)  ADJUSTED  
 DQ0275  ___________________________________________________________________
 DQ0275  GEOID HEIGHT-         -22.52  (meters)                     GEOID03
 DQ0275  DYNAMIC HT  -        1306.317 (meters)    4285.81  (feet)  COMP
 DQ0275  MODELED GRAV-     979,230.6   (mgal)                       NAVD 88
 DQ0275
 DQ0275  VERT ORDER  -  SECOND    CLASS 0
 DQ0275
 DQ0275.The horizontal coordinates were scaled from a topographic map and have
 DQ0275.an estimated accuracy of +/- 6 seconds.
 DQ0275
 DQ0275.The orthometric height was determined by differential leveling
 DQ0275.and adjusted by the National Geodetic Survey in June 1991..
 DQ0275
 DQ0275.The geoid height was determined by GEOID03.
 DQ0275
 DQ0275.The dynamic height is computed by dividing the NAVD 88
 DQ0275.geopotential number by the normal gravity value computed on the
 DQ0275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0275.degrees latitude (g = 980.6199 gals.).
 DQ0275
 DQ0275.The modeled gravity was interpolated from observed gravity values.
 DQ0275
 DQ0275;                    North         East    Units  Estimated Accuracy
 DQ0275;SPC NM E     -   294,980.      246,050.      MT  (+/- 180 meters Scaled)
 DQ0275
 DQ0275                          SUPERSEDED SURVEY CONTROL
 DQ0275
 DQ0275  NGVD 29 (??/??/92) 1307.551  (m)         4289.86   (f) ADJ UNCH    2 0
 DQ0275
 DQ0275.Superseded values are not recommended for survey control.
 DQ0275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0275.See file dsdata.txt to determine how the superseded data were derived.
 DQ0275
 DQ0275_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFT428252(NAD 83)
 DQ0275_MARKER: DB = BENCH MARK DISK
 DQ0275_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0275_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DQ0275_STAMPING: B 215 1943
 DQ0275_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0275+STABILITY: SURFACE MOTION
 DQ0275
 DQ0275  HISTORY     - Date     Condition        Report By
 DQ0275  HISTORY     - 1943     MONUMENTED       CGS
 DQ0275  HISTORY     - 1972     MARK NOT FOUND   USGS
 DQ0275
 DQ0275                          STATION DESCRIPTION
 DQ0275
 DQ0275'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 DQ0275'8.1 MI NW FROM MILNESAND.
 DQ0275'THIS MARK IS ABOUT 8.1 MILES NORTHWEST FROM THE POST OFFICE AT
 DQ0275'MILNESAND, ROOSEVELT COUNTY, SET AT THE CROSSING OF A CATTLE GUARD,
 DQ0275'3.0 FEET NORTH OF A FENCE RUNNING EAST-WEST, 35.0 FEET EAST OF THE
 DQ0275'CENTER LINE OF A ROAD RUNNING SOUTH, 58.0 FEET SOUTHWEST OF THE
 DQ0275'SOUTHWEST CORNER OF THE CATTLE GUARD, 33.3 FEET SOUTH OF THE CENTER
 DQ0275'LINE OF THE ROAD, PROJECTING ABOUT 7-INCHES ABOVE THE GROUND, 2.0 FEET
 DQ0275'NORTHWEST OF A WHITE REFERENCE POST.
 DQ0275
 DQ0275                          STATION RECOVERY (1972)
 DQ0275
 DQ0275'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 DQ0275'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0310 ***********************************************************************
 CV0310  DESIGNATION -  B 216
 CV0310  PID         -  CV0310
 CV0310  STATE/COUNTY-  NM/LEA
 CV0310  USGS QUAD   -  HOBBS WEST (1979)
 CV0310
 CV0310                         *CURRENT SURVEY CONTROL
 CV0310  ___________________________________________________________________
 CV0310* NAD 83(1986)-  32 41 32.     (N)    103 12 56.     (W)     SCALED    
 CV0310* NAVD 88     -      1112.893  (meters)    3651.22   (feet)  ADJUSTED  
 CV0310  ___________________________________________________________________
 CV0310  GEOID HEIGHT-         -21.66  (meters)                     GEOID03
 CV0310  DYNAMIC HT  -        1111.394 (meters)    3646.30  (feet)  COMP
 CV0310  MODELED GRAV-     979,252.4   (mgal)                       NAVD 88
 CV0310
 CV0310  VERT ORDER  -  SECOND    CLASS 0
 CV0310
 CV0310.This mark is at Lea Co (HOBBS) Airport (HOB)
 CV0310
 CV0310.The horizontal coordinates were scaled from a topographic map and have
 CV0310.an estimated accuracy of +/- 6 seconds.
 CV0310
 CV0310.The orthometric height was determined by differential leveling
 CV0310.and adjusted by the National Geodetic Survey in June 1991..
 CV0310
 CV0310.The geoid height was determined by GEOID03.
 CV0310
 CV0310.The dynamic height is computed by dividing the NAVD 88
 CV0310.geopotential number by the normal gravity value computed on the
 CV0310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0310.degrees latitude (g = 980.6199 gals.).
 CV0310
 CV0310.The modeled gravity was interpolated from observed gravity values.
 CV0310
 CV0310;                    North         East    Units  Estimated Accuracy
 CV0310;SPC NM E     -   188,180.      269,810.      MT  (+/- 180 meters Scaled)
 CV0310
 CV0310                          SUPERSEDED SURVEY CONTROL
 CV0310
 CV0310  NGVD 29 (??/??/92) 1112.499  (m)         3649.92   (f) ADJ UNCH    2 0
 CV0310
 CV0310.Superseded values are not recommended for survey control.
 CV0310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0310.See file dsdata.txt to determine how the superseded data were derived.
 CV0310
 CV0310_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFS672185(NAD 83)
 CV0310_MARKER: DB = BENCH MARK DISK
 CV0310_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CV0310_SP_SET: FOUNDATION
 CV0310_STAMPING: B 216 1956
 CV0310_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CV0310
 CV0310  HISTORY     - Date     Condition        Report By
 CV0310  HISTORY     - 1956     MONUMENTED       CGS
 CV0310  HISTORY     - 1975     GOOD             NGS
 CV0310  HISTORY     - 1979     GOOD             LOCSUR
 CV0310  HISTORY     - 19960115 MARK NOT FOUND   CHANCE
 CV0310
 CV0310                          STATION DESCRIPTION
 CV0310
 CV0310'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 CV0310'4.5 MI W FROM HOBBS.
 CV0310'THE MARK IS LOCATED AT THE LEA  COUNTY AIRPORT WITHIN AN ENCLOSED AREA
 CV0310'AND SET IN A DRILLED HOLE IN THE FOUNDATION OF THE NORTHEAST LEG OF AN
 CV0310'OLD BEACON TOWER.  IT IS 10.2 FEET SOUTHWEST OF THE NORTHEAST FENCE
 CV0310'CORNER, 26.0 FEET NORTH OF THE NORTHEAST CORNER OF A CONCRETE
 CV0310'POWERHOUSE.  AND 105.0 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE
 CV0310'TERMINAL.
 CV0310
 CV0310                          STATION RECOVERY (1979)
 CV0310
 CV0310'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1979
 CV0310'THE MARK IS 4.5 MILES WEST ALONG U.S. HIGHWAY 62 FROM THE TEXAS-NEW
 CV0310'MEXICO RAILWAY STATION AT HOBBS, LEA COUNTY AT LEA COUNTY (HOBBS)
 CV0310'AIRPORT. IT IS 105.0 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE
 CV0310'TERMINAL BUILDING; 26.0 FEET NORTH OF THE NORTHEAST CORNER OF A
 CV0310'CONCRETE POWERHOUSE BUILDING AND 10.2 FEET SOUTHEAST OF THE NORTHEAST
 CV0310'CORNER OF A PANEL FENCE. THE STATION IS STAMPED "B 216 1956", SET IN
 CV0310'A DRILL HOLE IN THE NORTHEAST OF FOUR CONCRETE BASES FOR A FORMER
 CV0310'AIRPORT BEACON.
 CV0310
 CV0310                          STATION RECOVERY (1996)
 CV0310
 CV0310'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (KAL)
 CV0310'RECOVERY NOTE BY CHANCE 1996 MARK NOT FOUND - SEARCHED 0.5
 CV0310'PERSON-HOUR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0645 ***********************************************************************
 FO0645  DESIGNATION -  B 217
 FO0645  PID         -  FO0645
 FO0645  STATE/COUNTY-  NM/CIBOLA
 FO0645  USGS QUAD   -  MESITA (1971)
 FO0645
 FO0645                         *CURRENT SURVEY CONTROL
 FO0645  ___________________________________________________________________
 FO0645* NAD 83(1986)-  35 02 25.     (N)    107 20 11.     (W)     SCALED    
 FO0645* NAVD 88     -      1733.650  (meters)    5687.82   (feet)  POSTED    
 FO0645  ___________________________________________________________________
 FO0645  GEOID HEIGHT-         -20.95  (meters)                     GEOID03
 FO0645  DYNAMIC HT  -        1731.250 (meters)    5679.94  (feet)  COMP
 FO0645  MODELED GRAV-     979,189.3   (mgal)                       NAVD 88
 FO0645
 FO0645  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FO0645
 FO0645.The horizontal coordinates were scaled from a topographic map and have
 FO0645.an estimated accuracy of +/- 6 seconds.
 FO0645
 FO0645.The orthometric height was determined by differential leveling
 FO0645.and adjusted by the National Geodetic Survey in 1992..
 FO0645.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FO0645.rate of 0.0 thru 1.0 mm/km.
 FO0645
 FO0645.The geoid height was determined by GEOID03.
 FO0645
 FO0645.The dynamic height is computed by dividing the NAVD 88
 FO0645.geopotential number by the normal gravity value computed on the
 FO0645.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0645.degrees latitude (g = 980.6199 gals.).
 FO0645
 FO0645.The modeled gravity was interpolated from observed gravity values.
 FO0645
 FO0645;                    North         East    Units  Estimated Accuracy
 FO0645;SPC NM W     -   448,160.      875,340.      MT  (+/- 180 meters Scaled)
 FO0645
 FO0645                          SUPERSEDED SURVEY CONTROL
 FO0645
 FO0645  NGVD 29 (??/??/92) 1732.697  (m)         5684.69   (f) ADJ UNCH    1 2
 FO0645
 FO0645.Superseded values are not recommended for survey control.
 FO0645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0645.See file dsdata.txt to determine how the superseded data were derived.
 FO0645
 FO0645_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBU868800(NAD 83)
 FO0645_MARKER: DB = BENCH MARK DISK
 FO0645_SETTING: 66 = SET IN ROCK OUTCROP
 FO0645_SP_SET: SET IN ROCK OUTCROP
 FO0645_STAMPING: B 217 1941
 FO0645_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FO0645+STABILITY: POSITION/ELEVATION WELL
 FO0645
 FO0645  HISTORY     - Date     Condition        Report By
 FO0645  HISTORY     - 1941     MONUMENTED       CGS
 FO0645
 FO0645                          STATION DESCRIPTION
 FO0645
 FO0645'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 FO0645'7.8 MI E FROM NEW LAGUNA.
 FO0645'TO REACH FROM THE ATCHISON, TOPEKA AND SANTA FE RAILROAD STATION AT
 FO0645'NEW LAGUNA-- GO 7.8 MILES EASTERLY ALONG THE ATCHISON, TOPEKA AND
 FO0645'SANTA FE RIGHT-OF-WAY TO THE SITE OF BENCH MARK.  BENCH MARK IS ABOUT
 FO0645'0.9 MILE WEST OF SECTION EL RITO, ABOUT 0.2 MILE WEST OF A ROAD
 FO0645'CROSSING AND OPPOSITE THE SEVENTH POLE EAST OF MILE POLE NO.61.  IT IS
 FO0645'SET HORIZONTALLY IN BLACK LAVA ROCK PROJECTING 3.3 FEET AT THE
 FO0645'SOUTHWEST CORNER OF LAVA RIDGE, ABOUT 109.0 FEET EAST OF SEMIPHORE NO.
 FO0645'602, 19.0 FEET NORTH OF AND ABOUT 3.0 FEET ABOVE THE CENTERLINE OF THE
 FO0645'MAIN NORTH TRACKS AND AT THE NORTHWEST END OF A SMALL CUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0129 ***********************************************************************
 ER0129  DESIGNATION -  B 218
 ER0129  PID         -  ER0129
 ER0129  STATE/COUNTY-  NM/CIBOLA
 ER0129  USGS QUAD   -  ATARQUE LAKE (1972)
 ER0129
 ER0129                         *CURRENT SURVEY CONTROL
 ER0129  ___________________________________________________________________
 ER0129* NAD 83(1986)-  34 49 49.     (N)    108 47 13.     (W)     SCALED    
 ER0129* NAVD 88     -      2110.564  (meters)    6924.41   (feet)  ADJUSTED  
 ER0129  ___________________________________________________________________
 ER0129  GEOID HEIGHT-         -22.03  (meters)                     GEOID03
 ER0129  DYNAMIC HT  -        2107.415 (meters)    6914.08  (feet)  COMP
 ER0129  MODELED GRAV-     979,067.3   (mgal)                       NAVD 88
 ER0129
 ER0129  VERT ORDER  -  SECOND    CLASS 0
 ER0129
 ER0129.The horizontal coordinates were scaled from a topographic map and have
 ER0129.an estimated accuracy of +/- 6 seconds.
 ER0129
 ER0129.The orthometric height was determined by differential leveling
 ER0129.and adjusted by the National Geodetic Survey in June 1991..
 ER0129
 ER0129.The geoid height was determined by GEOID03.
 ER0129
 ER0129.The dynamic height is computed by dividing the NAVD 88
 ER0129.geopotential number by the normal gravity value computed on the
 ER0129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0129.degrees latitude (g = 980.6199 gals.).
 ER0129
 ER0129.The modeled gravity was interpolated from observed gravity values.
 ER0129
 ER0129;                    North         East    Units  Estimated Accuracy
 ER0129;SPC NM W     -   425,170.      742,770.      MT  (+/- 180 meters Scaled)
 ER0129
 ER0129                          SUPERSEDED SURVEY CONTROL
 ER0129
 ER0129  NGVD 29 (??/??/92) 2109.551  (m)         6921.09   (f) ADJ UNCH    2 0
 ER0129
 ER0129.Superseded values are not recommended for survey control.
 ER0129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0129.See file dsdata.txt to determine how the superseded data were derived.
 ER0129
 ER0129_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYD023564(NAD 83)
 ER0129_MARKER: DB = BENCH MARK DISK
 ER0129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ER0129_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ER0129_STAMPING: B 218 1941
 ER0129_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0129+STABILITY: SURFACE MOTION
 ER0129
 ER0129  HISTORY     - Date     Condition        Report By
 ER0129  HISTORY     - 1941     MONUMENTED       CGS
 ER0129  HISTORY     - 1972     GOOD             NGS
 ER0129  HISTORY     - 1972     GOOD             USGS
 ER0129
 ER0129                          STATION DESCRIPTION
 ER0129
 ER0129'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 ER0129'8.3 MI N FROM ATARQUE.
 ER0129'TO REACH FROM THE CATHOLIC CHURCH IN ATARQUE-- GO 8.3 MILES NORTHERLY
 ER0129'ALONG THE ROAD TO ZUNI TO THE SITE OF BENCH MARK.  BENCH MARK IS ABOUT
 ER0129'0.4 MILE SOUTH OF THE SUMMIT OF HILL, ABOUT 140.0 FEET NORTHWEST OF
 ER0129'WHERE ROAD CROSSES WIDE WASH AND 78.0 FEET WEST OF AND ABOUT 1.5 FEET
 ER0129'ABOVE THE CENTERLINE OF THE ROAD.  IT IS 12.5 FEET EAST OF A CEDAR
 ER0129'TREE AT THE BASE OF EAST SLOPE OF HILL, AND 3.0 FEET EAST OF A
 ER0129'4X4-INCH WOODEN MARKER POST.  THE MONUMENT PROJECTS 0.8 FOOT.
 ER0129
 ER0129                          STATION RECOVERY (1972)
 ER0129
 ER0129'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 ER0129'RECOVERED IN GOOD CONDITION.
 ER0129
 ER0129                          STATION RECOVERY (1972)
 ER0129
 ER0129'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 ER0129'B 218--18 MI N ALONG STATE HWY 32 FROM FENCE LAKE, VALENCIA CO, TO A
 ER0129'GRADED RD LEADING W TO ATARQUE RANCH HDQ. THENCE W ALONG GRADED RD. 6
 ER0129'MI TO ATARQUE RANCH. TURN N ALONG TRACK RD. 0.55 MI TO A RD FK. TAKE
 ER0129'LEFT FK AND CONTINUE NORTHERLY 3 MI TO A STOCK TANK. CONTINUE ON A
 ER0129'NORTHERLY DIRECTION ON A TRACK RD FOR 0.5 MI N OF STOCK TANK TO BM ON
 ER0129'W EDGE OF RD. A STANDARD DISK, STAMPED B 218.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0631 ***********************************************************************
 DQ0631  DESIGNATION -  B 219
 DQ0631  PID         -  DQ0631
 DQ0631  STATE/COUNTY-  NM/CHAVES
 DQ0631  USGS QUAD   -  SCHRAM LAKE (1979)
 DQ0631
 DQ0631                         *CURRENT SURVEY CONTROL
 DQ0631  ___________________________________________________________________
 DQ0631* NAD 83(1986)-  33 46 17.     (N)    103 44 35.     (W)     SCALED    
 DQ0631* NAVD 88     -      1374.951  (meters)    4510.99   (feet)  ADJUSTED  
 DQ0631  ___________________________________________________________________
 DQ0631  GEOID HEIGHT-         -22.76  (meters)                     GEOID03
 DQ0631  DYNAMIC HT  -        1373.069 (meters)    4504.81  (feet)  COMP
 DQ0631  MODELED GRAV-     979,219.4   (mgal)                       NAVD 88
 DQ0631
 DQ0631  VERT ORDER  -  SECOND    CLASS 0
 DQ0631
 DQ0631.The horizontal coordinates were scaled from a topographic map and have
 DQ0631.an estimated accuracy of +/- 6 seconds.
 DQ0631
 DQ0631.The orthometric height was determined by differential leveling
 DQ0631.and adjusted by the National Geodetic Survey in June 1991..
 DQ0631
 DQ0631.The geoid height was determined by GEOID03.
 DQ0631
 DQ0631.The dynamic height is computed by dividing the NAVD 88
 DQ0631.geopotential number by the normal gravity value computed on the
 DQ0631.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0631.degrees latitude (g = 980.6199 gals.).
 DQ0631
 DQ0631.The modeled gravity was interpolated from observed gravity values.
 DQ0631
 DQ0631;                    North         East    Units  Estimated Accuracy
 DQ0631;SPC NM E     -   307,460.      219,670.      MT  (+/- 180 meters Scaled)
 DQ0631
 DQ0631                          SUPERSEDED SURVEY CONTROL
 DQ0631
 DQ0631  NGVD 29 (??/??/92) 1374.330  (m)         4508.95   (f) ADJ UNCH    2 0
 DQ0631
 DQ0631.Superseded values are not recommended for survey control.
 DQ0631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0631.See file dsdata.txt to determine how the superseded data were derived.
 DQ0631
 DQ0631_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFT163375(NAD 83)
 DQ0631_MARKER: DB = BENCH MARK DISK
 DQ0631_SETTING: 0 = UNSPECIFIED SETTING
 DQ0631_STAMPING: B 219 1943
 DQ0631_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DQ0631
 DQ0631  HISTORY     - Date     Condition        Report By
 DQ0631  HISTORY     - 1943     MONUMENTED       CGS
 DQ0631  HISTORY     - 1975     GOOD             USGS
 DQ0631
 DQ0631                          STATION DESCRIPTION
 DQ0631
 DQ0631'DESCRIBED BY US GEOLOGICAL SURVEY 1975
 DQ0631'6.6 MI SE FROM KENNA.
 DQ0631'FROM THE POST OFFICE AT KENNA GO SOUTH ALONG GRADED ROAD FOR 5.0 MILES
 DQ0631'TO GRADED ROAD ON THE LEFT.  TURN LEFT (EAST), CROSSING CATTLE GUARD
 DQ0631'FOR 1.6 MILES TO THE JIM SOUTHARDS HOUSE ON THE NORTH SIDE OF ROAD. BM
 DQ0631'IS LOCATED ON THE SOUTH SIDE OF THE ROAD BETWEEN TWO POWER POLES AND
 DQ0631'IS 31 FEET SOUTH OF THE CENTER LINE OF ROAD AND ABOUT 130 FEET SW OF S
 DQ0631'CORNER OF HOUSE.  BM IS PROJECTING 0.2 FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0268 ***********************************************************************
 CX0268  DESIGNATION -  B 22
 CX0268  PID         -  CX0268
 CX0268  STATE/COUNTY-  NM/OTERO
 CX0268  USGS QUAD   -  TRES HERMANOS (1982)
 CX0268
 CX0268                         *CURRENT SURVEY CONTROL
 CX0268  ___________________________________________________________________
 CX0268* NAD 83(1986)-  32 37 48.     (N)    106 00 24.     (W)     SCALED    
 CX0268* NAVD 88     -      1219.888  (meters)    4002.25   (feet)  ADJUSTED  
 CX0268  ___________________________________________________________________
 CX0268  GEOID HEIGHT-         -22.74  (meters)                     GEOID03
 CX0268  DYNAMIC HT  -        1218.096 (meters)    3996.37  (feet)  COMP
 CX0268  MODELED GRAV-     979,128.0   (mgal)                       NAVD 88
 CX0268  OBS GRAVITY -     979,126.6   (mgal)                       GRAV_OBS
 CX0268
 CX0268  VERT ORDER  -  FIRST     CLASS II
 CX0268
 CX0268.The horizontal coordinates were scaled from a topographic map and have
 CX0268.an estimated accuracy of +/- 6 seconds.
 CX0268
 CX0268.The orthometric height was determined by differential leveling
 CX0268.and adjusted by the National Geodetic Survey in June 1991..
 CX0268
 CX0268.The geoid height was determined by GEOID03.
 CX0268
 CX0268.The dynamic height is computed by dividing the NAVD 88
 CX0268.geopotential number by the normal gravity value computed on the
 CX0268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0268.degrees latitude (g = 980.6199 gals.).
 CX0268
 CX0268.The modeled gravity was interpolated from observed gravity values.
 CX0268.The observed gravity was obtained from relative gravimeter ties
 CX0268.to the IGSN71 gravity network.
 CX0268
 CX0268;                    North         East    Units  Estimated Accuracy
 CX0268;SPC NM C     -   180,750.      522,830.      MT  (+/- 180 meters Scaled)
 CX0268
 CX0268                          SUPERSEDED SURVEY CONTROL
 CX0268
 CX0268  NGVD 29 (??/??/92) 1219.255  (m)         4000.17   (f) ADJ UNCH    1 2
 CX0268
 CX0268.Superseded values are not recommended for survey control.
 CX0268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0268.See file dsdata.txt to determine how the superseded data were derived.
 CX0268
 CX0268_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDS055107(NAD 83)
 CX0268_MARKER: DB = BENCH MARK DISK
 CX0268_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX0268_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CX0268_STAMPING: 4000.172 B 22 1932
 CX0268_PROJECTION: PROJECTING 20 CENTIMETERS
 CX0268_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX0268+STABILITY: SURFACE MOTION
 CX0268
 CX0268  HISTORY     - Date     Condition        Report By
 CX0268  HISTORY     - 1932     MONUMENTED       CGS
 CX0268  HISTORY     - 1968     GOOD             NGS
 CX0268  HISTORY     - 1980     GOOD             NGS
 CX0268
 CX0268                          STATION DESCRIPTION
 CX0268
 CX0268'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CX0268'18.8 MI S FROM ALAMORGORDO.
 CX0268'18.8 MILES SOUTH ALONG U.S. HIGHWAY 54 FROM THE SOUTHERN PACIFIC
 CX0268'RAILROAD STATION, ON THE LEFT, 175 FEET EAST OF THE CENTERLINE OF THE
 CX0268'HIGHWAY, 93 FEET WEST OF THE CENTERLINE OF THE TRACK, 33 FEET WEST OF
 CX0268'MILEPOST 1364, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 8
 CX0268'INCHES.
 CX0268
 CX0268                          STATION RECOVERY (1980)
 CX0268
 CX0268'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CX0268'30.4 KM (18.9 MI) SOUTHERLY ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 CX0268'THE STATION IN ALAMOGORDO, O.3 KM (0.2 MI) SOUTH OF HIGHWAY
 CX0268'MILE POST 48, OR 0.9 KM (0.55 MI) SOUTH ALONG
 CX0268'U.S. HIGHWAY 54 FROM  THE POST OFFICE IN OROGRANDE, THENCE 0.6 KM
 CX0268'(0.4 MI) SOUTHEAST ALONG A PAVED ROAD, THENCE 30.6 KM (19.0 MI)
 CX0268'NORTHERLY ALONG THE SOUTHERN PACIFIC RAILROAD, 53.3 METERS (175.0 FT)
 CX0268'EAST OF THE CENTERLINE OF U.S. HIGHWAY 54, 29.0 METERS (93.0 FT) WEST
 CX0268'OF THE NEAR RAIL AND 10.1 METERS (33.0 FT) WEST OF MILE POST 1364.
 CX0268'THE MARK IS 0.6 METERS  N FROM A WITNESS POST.
 CX0268'THE MARK IS 0.3 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0607 ***********************************************************************
 DQ0607  DESIGNATION -  B 220
 DQ0607  PID         -  DQ0607
 DQ0607  STATE/COUNTY-  NM/CHAVES
 DQ0607  USGS QUAD   -  CURLEW LAKE SE (1979)
 DQ0607
 DQ0607                         *CURRENT SURVEY CONTROL
 DQ0607  ___________________________________________________________________
 DQ0607* NAD 83(1986)-  33 31 34.     (N)    103 50 29.     (W)     SCALED    
 DQ0607* NAVD 88     -      1255.722  (meters)    4119.81   (feet)  ADJUSTED  
 DQ0607  ___________________________________________________________________
 DQ0607  GEOID HEIGHT-         -22.82  (meters)                     GEOID03
 DQ0607  DYNAMIC HT  -        1254.001 (meters)    4114.17  (feet)  COMP
 DQ0607  MODELED GRAV-     979,222.7   (mgal)                       NAVD 88
 DQ0607
 DQ0607  VERT ORDER  -  SECOND    CLASS 0
 DQ0607
 DQ0607.The horizontal coordinates were scaled from a topographic map and have
 DQ0607.an estimated accuracy of +/- 6 seconds.
 DQ0607
 DQ0607.The orthometric height was determined by differential leveling
 DQ0607.and adjusted by the National Geodetic Survey in June 1991..
 DQ0607
 DQ0607.The geoid height was determined by GEOID03.
 DQ0607
 DQ0607.The dynamic height is computed by dividing the NAVD 88
 DQ0607.geopotential number by the normal gravity value computed on the
 DQ0607.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0607.degrees latitude (g = 980.6199 gals.).
 DQ0607
 DQ0607.The modeled gravity was interpolated from observed gravity values.
 DQ0607
 DQ0607;                    North         East    Units  Estimated Accuracy
 DQ0607;SPC NM E     -   280,210.      210,700.      MT  (+/- 180 meters Scaled)
 DQ0607
 DQ0607                          SUPERSEDED SURVEY CONTROL
 DQ0607
 DQ0607  NGVD 29 (??/??/92) 1255.172  (m)         4118.01   (f) ADJ UNCH    2 0
 DQ0607
 DQ0607.Superseded values are not recommended for survey control.
 DQ0607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0607.See file dsdata.txt to determine how the superseded data were derived.
 DQ0607
 DQ0607_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFT075102(NAD 83)
 DQ0607_MARKER: DB = BENCH MARK DISK
 DQ0607_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0607_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DQ0607_STAMPING: B 220 1943
 DQ0607_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0607+STABILITY: SURFACE MOTION
 DQ0607
 DQ0607  HISTORY     - Date     Condition        Report By
 DQ0607  HISTORY     - 1943     MONUMENTED       CGS
 DQ0607
 DQ0607                          STATION DESCRIPTION
 DQ0607
 DQ0607'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 DQ0607'24.2 MI S FROM KENNA.
 DQ0607'THIS MARK IS ABOUT 24.2 MILES SOUTH FROM THE POST OFFICE AT KENNA, SET
 DQ0607'AT THE RUINS OF A HOUSE, 27.0 FEET WEST OF THE CENTER LINE OF THE
 DQ0607'ROAD, PROJECTING ABOUT 2-INCHES ABOVE THE GROUND, 2.0 FEET EAST OF A
 DQ0607'WHITE REFERENCE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0319 ***********************************************************************
 CE0319  DESIGNATION -  B 221
 CE0319  PID         -  CE0319
 CE0319  STATE/COUNTY-  NM/LUNA
 CE0319  USGS QUAD   -  COLUMBUS (1965)
 CE0319
 CE0319                         *CURRENT SURVEY CONTROL
 CE0319  ___________________________________________________________________
 CE0319* NAD 83(1992)-  31 49 29.37054(N)    107 37 55.53921(W)     ADJUSTED  
 CE0319* NAVD 88     -      1227.335  (meters)    4026.68   (feet)  ADJUSTED  
 CE0319  ___________________________________________________________________
 CE0319  LAPLACE CORR-          -0.21  (seconds)                    DEFLEC99
 CE0319  GEOID HEIGHT-         -24.85  (meters)                     GEOID03
 CE0319  DYNAMIC HT  -        1225.470 (meters)    4020.56  (feet)  COMP
 CE0319  MODELED GRAV-     979,077.8   (mgal)                       NAVD 88
 CE0319
 CE0319  HORZ ORDER  -  SECOND
 CE0319  VERT ORDER  -  SECOND    CLASS 0
 CE0319
 CE0319.The horizontal coordinates were established by classical geodetic methods
 CE0319.and adjusted by the National Geodetic Survey in December 1993..
 CE0319
 CE0319.The orthometric height was determined by differential leveling
 CE0319.and adjusted by the National Geodetic Survey in June 1991..
 CE0319
 CE0319.The Laplace correction was computed from DEFLEC99 derived deflections.
 CE0319
 CE0319.The geoid height was determined by GEOID03.
 CE0319
 CE0319.The dynamic height is computed by dividing the NAVD 88
 CE0319.geopotential number by the normal gravity value computed on the
 CE0319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0319.degrees latitude (g = 980.6199 gals.).
 CE0319
 CE0319.The modeled gravity was interpolated from observed gravity values.
 CE0319
 CE0319;                    North         East     Units Scale Factor Converg.
 CE0319;SPC NM W     -    91,463.819   849,050.210   MT  0.99992114   +0 06 22.0
 CE0319;SPC NM W     -   300,077.55  2,785,592.23   sFT  0.99992114   +0 06 22.0
 CE0319;UTM  13      - 3,524,037.949   250,873.932   MT  1.00036550   -1 23 19.3
 CE0319
 CE0319!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CE0319!SPC NM W     -   0.99981122  x   0.99992114  =   0.99973238
 CE0319!UTM  13      -   0.99981122  x   1.00036550  =   1.00017665
 CE0319
 CE0319                          SUPERSEDED SURVEY CONTROL
 CE0319
 CE0319  NAD 83(1986)-  31 49 29.37135(N)    107 37 55.53528(W) AD(       ) 2
 CE0319  NAD 27      -  31 49 29.01372(N)    107 37 53.44682(W) AD(       ) 2
 CE0319  NGVD 29 (??/??/92) 1226.756  (m)         4024.78   (f) ADJ UNCH    2 0
 CE0319
 CE0319.Superseded values are not recommended for survey control.
 CE0319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0319.See file dsdata.txt to determine how the superseded data were derived.
 CE0319
 CE0319_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RBR5087424038(NAD 83)
 CE0319_MARKER: DB = BENCH MARK DISK
 CE0319_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CE0319_SP_SET: FOUNDATION
 CE0319_STAMPING: B 221 1945
 CE0319_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CE0319_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CE0319+SATELLITE: SATELLITE OBSERVATIONS - September 06, 2004
 CE0319
 CE0319  HISTORY     - Date     Condition        Report By
 CE0319  HISTORY     - 1945     MONUMENTED       CGS
 CE0319  HISTORY     - 1945     GOOD             CGS
 CE0319  HISTORY     - 20040906 GOOD             GEOCAC
 CE0319
 CE0319                          STATION DESCRIPTION
 CE0319
 CE0319'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 CE0319'STATION IS LOCATED SE OF THE RAILROAD STATION AT COLUMBUS
 CE0319'AND IS IN THE NW CORNER OF THE AIRPORT.
 CE0319'
 CE0319'BENCH MARK B 221 IS WNW OF THE STATION AND ABOUT THE SAME LEVEL.
 CE0319'IT IS MARKED BY A BRONZE BENCH-MARK DISK, STAMPED B 221 1945,
 CE0319'AND SET IN THE NE CORNER OF THE CONCRETE BASE OF THE AIRPORT
 CE0319'BEACON TOWER.
 CE0319
 CE0319                          STATION RECOVERY (1945)
 CE0319
 CE0319'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945
 CE0319'0.6 MI SE FROM COLUMBUS.
 CE0319'0.6 MILE SOUTHEAST OF AT THE COLUMBUS INTERNATIONAL AIR FIELD, 100
 CE0319'FEET SOUTHEAST OF THE RADIO HOUSE, ON THE NORTHEAST CORNER OF THE
 CE0319'CONCRETE BEACON FOUNDATION, 6 INCHES NORTHEAST OF THE NORTHEAST LEG OF
 CE0319'THE BEACON.
 CE0319
 CE0319                          STATION RECOVERY (2004)
 CE0319
 CE0319'RECOVERY NOTE BY GEOCACHING 2004 (CB)
 CE0319'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0207 ***********************************************************************
 EQ0207  DESIGNATION -  B 222
 EQ0207  PID         -  EQ0207
 EQ0207  STATE/COUNTY-  NM/SOCORRO
 EQ0207  USGS QUAD   -  SOCORRO (1979)
 EQ0207
 EQ0207                         *CURRENT SURVEY CONTROL
 EQ0207  ___________________________________________________________________
 EQ0207* NAD 83(1986)-  34 06 10.     (N)    106 53 21.     (W)     SCALED    
 EQ0207* NAVD 88     -      1404.182  (meters)    4606.89   (feet)  POSTED    
 EQ0207  ___________________________________________________________________
 EQ0207  GEOID HEIGHT-         -22.09  (meters)                     GEOID03
 EQ0207  DYNAMIC HT  -        1402.200 (meters)    4600.38  (feet)  COMP
 EQ0207  MODELED GRAV-     979,173.4   (mgal)                       NAVD 88
 EQ0207
 EQ0207  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 EQ0207
 EQ0207.The horizontal coordinates were scaled from a topographic map and have
 EQ0207.an estimated accuracy of +/- 6 seconds.
 EQ0207
 EQ0207.The orthometric height was determined by differential leveling
 EQ0207.and adjusted by the National Geodetic Survey in 1992..
 EQ0207.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 EQ0207.rate of 2.1 thru 3.0 mm/km.
 EQ0207
 EQ0207.The geoid height was determined by GEOID03.
 EQ0207
 EQ0207.The dynamic height is computed by dividing the NAVD 88
 EQ0207.geopotential number by the normal gravity value computed on the
 EQ0207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0207.degrees latitude (g = 980.6199 gals.).
 EQ0207
 EQ0207.The modeled gravity was interpolated from observed gravity values.
 EQ0207
 EQ0207;                    North         East    Units  Estimated Accuracy
 EQ0207;SPC NM C     -   344,240.      441,030.      MT  (+/- 180 meters Scaled)
 EQ0207
 EQ0207                          SUPERSEDED SURVEY CONTROL
 EQ0207
 EQ0207  NGVD 29 (??/??/92) 1403.443  (m)         4604.46   (f) ADJ UNCH    1 2
 EQ0207
 EQ0207.Superseded values are not recommended for survey control.
 EQ0207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0207.See file dsdata.txt to determine how the superseded data were derived.
 EQ0207
 EQ0207_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT257751(NAD 83)
 EQ0207_MARKER: DB = BENCH MARK DISK
 EQ0207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EQ0207_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EQ0207_STAMPING: B 222 1951
 EQ0207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EQ0207+STABILITY: SURFACE MOTION
 EQ0207
 EQ0207  HISTORY     - Date     Condition        Report By
 EQ0207  HISTORY     - 1951     MONUMENTED       CGS
 EQ0207  HISTORY     - 1978     MARK NOT FOUND   NGS
 EQ0207
 EQ0207                          STATION DESCRIPTION
 EQ0207
 EQ0207'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 EQ0207'3.0 MI N FROM SOCORRO.
 EQ0207'3.0 MILES NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD FROM
 EQ0207'THE STATION AT SOCORRO, 9 POLES NORTH OF MILEPOST 975, 2 1/2 RAILS
 EQ0207'NORTH OF BRIDGE 974 AA, 45.5 FEET NORTHEAST OF THE NORTHEAST RAIL, 14
 EQ0207'FEET SOUTHWEST OF THE CENTER LINE OF A ROAD, 1.5 FEET SOUTHWEST OF A
 EQ0207'FENCE, 2 FEET SOUTHEAST OF A WITNESS POST, SET IN THE TOP OF A
 EQ0207'CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 EQ0207
 EQ0207                          STATION RECOVERY (1978)
 EQ0207
 EQ0207'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EQ0207'NOT RECOVERED.  NOTE=ORIGINAL DESCRIPTION DOES NOT FIT AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0341 ***********************************************************************
 FO0341  DESIGNATION -  B 225
 FO0341  PID         -  FO0341
 FO0341  STATE/COUNTY-  NM/BERNALILLO
 FO0341  USGS QUAD   -  ALBUQUERQUE EAST (1990)
 FO0341
 FO0341                         *CURRENT SURVEY CONTROL
 FO0341  ___________________________________________________________________
 FO0341* NAD 83(1986)-  35 03 25.     (N)    106 37 20.     (W)     SCALED    
 FO0341* NAVD 88     -      1584.513  (meters)    5198.52   (feet)  ADJUSTED  
 FO0341  ___________________________________________________________________
 FO0341  GEOID HEIGHT-         -21.23  (meters)                     GEOID03
 FO0341  DYNAMIC HT  -        1582.324 (meters)    5191.34  (feet)  COMP
 FO0341  MODELED GRAV-     979,198.3   (mgal)                       NAVD 88
 FO0341
 FO0341  VERT ORDER  -  FIRST     CLASS II
 FO0341
 FO0341.The horizontal coordinates were scaled from a topographic map and have
 FO0341.an estimated accuracy of +/- 6 seconds.
 FO0341
 FO0341.The orthometric height was determined by differential leveling
 FO0341.and adjusted by the National Geodetic Survey in June 1991..
 FO0341
 FO0341.The geoid height was determined by GEOID03.
 FO0341
 FO0341.The dynamic height is computed by dividing the NAVD 88
 FO0341.geopotential number by the normal gravity value computed on the
 FO0341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0341.degrees latitude (g = 980.6199 gals.).
 FO0341
 FO0341.The modeled gravity was interpolated from observed gravity values.
 FO0341
 FO0341;                    North         East    Units  Estimated Accuracy
 FO0341;SPC NM C     -   449,950.      466,050.      MT  (+/- 180 meters Scaled)
 FO0341
 FO0341                          SUPERSEDED SURVEY CONTROL
 FO0341
 FO0341  NGVD 29 (??/??/92) 1583.676  (m)         5195.78   (f) ADJ UNCH    1 2
 FO0341
 FO0341.Superseded values are not recommended for survey control.
 FO0341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0341.See file dsdata.txt to determine how the superseded data were derived.
 FO0341
 FO0341_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU520805(NAD 83)
 FO0341_MARKER: DB = BENCH MARK DISK
 FO0341_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FO0341_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FO0341_STAMPING: B 225 1951
 FO0341_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO0341+STABILITY: SURFACE MOTION
 FO0341
 FO0341  HISTORY     - Date     Condition        Report By
 FO0341  HISTORY     - 1951     MONUMENTED       CGS
 FO0341  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 FO0341
 FO0341                          STATION DESCRIPTION
 FO0341
 FO0341'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 FO0341'3.1 MI SE FROM ALBUQUERQUE.
 FO0341'1.4 MILES EAST ALONG EAST CENTRAL AVENUE FROM THE EAST CENTRAL AVENUE
 FO0341'VIADUCT AT ALBUQUERQUE, THENCE 1.7 MILES SOUTH ALONG SOUTH YALE
 FO0341'AVENUE, AT ITS JUNCTION WITH MILES ROAD, 222 FEET SOUTH OF THE CENTER
 FO0341'LINE OF MILES ROAD LEADING SOUTHWEST, 102 FEET NORTH OF THE CENTER
 FO0341'LINE OF MILES ROAD LEADING NORTHWEST, 27 FEET WEST OF THE CENTER LINE
 FO0341'OF SOUTH YALE AVENUE, 5.4 FEET WEST OF A POWER POLE, 2 FEET SOUTH OF A
 FO0341'WITNESS POST, 7.5 FEET WEST OF THE WEST CURB OF SOUTH YALE AVENUE, SET
 FO0341'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE
 FO0341'GROUND.
 FO0341
 FO0341                          STATION RECOVERY (1989)
 FO0341
 FO0341'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 FO0341'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0275 ***********************************************************************
 EQ0275  DESIGNATION -  B 226 RESET
 EQ0275  PID         -  EQ0275
 EQ0275  STATE/COUNTY-  NM/VALENCIA
 EQ0275  USGS QUAD   -  LOS LUNAS (1991)
 EQ0275
 EQ0275                         *CURRENT SURVEY CONTROL
 EQ0275  ___________________________________________________________________
 EQ0275* NAD 83(1986)-  34 47 14.     (N)    106 44 26.     (W)     SCALED    
 EQ0275* NAVD 88     -      1476.23   (+/-2cm)    4843.3    (feet)  VERTCON   
 EQ0275  ___________________________________________________________________
 EQ0275  GEOID HEIGHT-         -21.82  (meters)                     GEOID03
 EQ0275
 EQ0275  VERT ORDER  -  THIRD (See Below)
 EQ0275
 EQ0275.The horizontal coordinates were scaled from a topographic map and have
 EQ0275.an estimated accuracy of +/- 6 seconds.
 EQ0275
 EQ0275.The NAVD 88 height was computed by applying the VERTCON shift value to
 EQ0275.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EQ0275.The vertical order pertains to the NGVD 29 superseded value.
 EQ0275
 EQ0275.The geoid height was determined by GEOID03.
 EQ0275
 EQ0275;                    North         East    Units  Estimated Accuracy
 EQ0275;SPC NM C     -   420,080.      455,110.      MT  (+/- 180 meters Scaled)
 EQ0275
 EQ0275                          SUPERSEDED SURVEY CONTROL
 EQ0275
 EQ0275  NGVD 29 (??/??/??) 1475.46   (m)         4840.7    (f) RESET       3  
 EQ0275
 EQ0275.Superseded values are not recommended for survey control.
 EQ0275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0275.See file dsdata.txt to determine how the superseded data were derived.
 EQ0275
 EQ0275_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU407508(NAD 83)
 EQ0275_MARKER: DD = SURVEY DISK
 EQ0275_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EQ0275_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EQ0275_STAMPING: B 226 RESET 1956
 EQ0275_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EQ0275+STABILITY: SURFACE MOTION
 EQ0275
 EQ0275  HISTORY     - Date     Condition        Report By
 EQ0275  HISTORY     - 1956     MONUMENTED       MNHD
 EQ0275  HISTORY     - 1982     MARK NOT FOUND   NGS
 EQ0275
 EQ0275                          STATION DESCRIPTION
 EQ0275
 EQ0275'DESCRIBED BY MN HIGHWAY DEPT 1956
 EQ0275'1.25 MI S FROM LOS LUNAS.
 EQ0275'1.25 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD FROM
 EQ0275'THE STATION AT LOS LUNAS, AT A ROAD INTERSECTION, 285 FEET WEST OF THE
 EQ0275'WEST RAIL, 99 FEET WEST OF THE CENTERLINE OF U.S. HIGHWAY 85, 28 FEET
 EQ0275'NORTH OF THE CENTERLINE OF A DIRT ROAD, 1.0 FOOT EAST OF A FENCE
 EQ0275'CORNER, AND 2 FEET SOUTH OF A WITNESS POST.  A STANDARD DISK, STAMPED
 EQ0275'B 226 RESET 1956 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4
 EQ0275'FOOT.
 EQ0275
 EQ0275                          STATION RECOVERY (1982)
 EQ0275
 EQ0275'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 EQ0275'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0243 ***********************************************************************
 FO0243  DESIGNATION -  B 227
 FO0243  PID         -  FO0243
 FO0243  STATE/COUNTY-  NM/BERNALILLO
 FO0243  USGS QUAD   -  ALBUQUERQUE WEST (1990)
 FO0243
 FO0243                         *CURRENT SURVEY CONTROL
 FO0243  ___________________________________________________________________
 FO0243* NAD 83(1986)-  35 07 06.     (N)    106 38 21.     (W)     SCALED    
 FO0243* NAVD 88     -      1516.317  (meters)    4974.78   (feet)  ADJUSTED  
 FO0243  ___________________________________________________________________
 FO0243  GEOID HEIGHT-         -21.26  (meters)                     GEOID03
 FO0243  DYNAMIC HT  -        1514.246 (meters)    4967.99  (feet)  COMP
 FO0243  MODELED GRAV-     979,215.9   (mgal)                       NAVD 88
 FO0243
 FO0243  VERT ORDER  -  FIRST     CLASS II
 FO0243
 FO0243.The horizontal coordinates were scaled from a topographic map and have
 FO0243.an estimated accuracy of +/- 6 seconds.
 FO0243
 FO0243.The orthometric height was determined by differential leveling
 FO0243.and adjusted by the National Geodetic Survey in June 1991..
 FO0243
 FO0243.The geoid height was determined by GEOID03.
 FO0243
 FO0243.The dynamic height is computed by dividing the NAVD 88
 FO0243.geopotential number by the normal gravity value computed on the
 FO0243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0243.degrees latitude (g = 980.6199 gals.).
 FO0243
 FO0243.The modeled gravity was interpolated from observed gravity values.
 FO0243
 FO0243;                    North         East    Units  Estimated Accuracy
 FO0243;SPC NM C     -   456,770.      464,530.      MT  (+/- 180 meters Scaled)
 FO0243
 FO0243                          SUPERSEDED SURVEY CONTROL
 FO0243
 FO0243  NGVD 29 (??/??/92) 1515.493  (m)         4972.08   (f) ADJ UNCH    1 2
 FO0243
 FO0243.Superseded values are not recommended for survey control.
 FO0243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0243.See file dsdata.txt to determine how the superseded data were derived.
 FO0243
 FO0243_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU506873(NAD 83)
 FO0243_MARKER: DB = BENCH MARK DISK
 FO0243_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FO0243_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FO0243_STAMPING: B 227 1951
 FO0243_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO0243+STABILITY: SURFACE MOTION
 FO0243
 FO0243  HISTORY     - Date     Condition        Report By
 FO0243  HISTORY     - 1951     MONUMENTED       CGS
 FO0243  HISTORY     - 1984     MARK NOT FOUND   NGS
 FO0243  HISTORY     - 20050115 MARK NOT FOUND   GEOCAC
 FO0243
 FO0243                          STATION DESCRIPTION
 FO0243
 FO0243'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 FO0243'2.6 MI NE FROM ALBUQUERQUE.
 FO0243'2.6 MILES NORTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 FO0243'FROM THE STATION AT ALBUQUERQUE, 98 FEET NORTHWEST OF THE 5TH POLE
 FO0243'NORTHEAST OF MILEPOST 900, 33.5 FEET WEST OF THE WEST RAIL, 82 FEET
 FO0243'SOUTHWEST OF THE CENTER OF A GRAVELED ROAD CROSSING, 29 FEET WEST OF
 FO0243'THE SOUTHWEST CORNER OF BRIDGE 899 F, 1 FOOT NORTH OF A FENCE, 3 FEET
 FO0243'WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 FO0243'PROJECTS 0.6 FOOT ABOVE THE GROUND.
 FO0243
 FO0243                          STATION RECOVERY (1984)
 FO0243
 FO0243'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FO0243'A SEARCH WAS MADE FOR THIS MARK.
 FO0243
 FO0243                          STATION RECOVERY (2005)
 FO0243
 FO0243'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 FO0243'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0660 ***********************************************************************
 DR0660  DESIGNATION -  B 23
 DR0660  PID         -  DR0660
 DR0660  STATE/COUNTY-  NM/OTERO
 DR0660  USGS QUAD   -  SABINATA FLAT (1982)
 DR0660
 DR0660                         *CURRENT SURVEY CONTROL
 DR0660  ___________________________________________________________________
 DR0660* NAD 83(1986)-  33 05 53.     (N)    105 57 25.     (W)     SCALED    
 DR0660* NAVD 88     -      1511.476  (meters)    4958.90   (feet)  ADJUSTED  
 DR0660  ___________________________________________________________________
 DR0660  GEOID HEIGHT-         -21.53  (meters)                     GEOID03
 DR0660  DYNAMIC HT  -        1509.248 (meters)    4951.59  (feet)  COMP
 DR0660  MODELED GRAV-     979,110.9   (mgal)                       NAVD 88
 DR0660
 DR0660  VERT ORDER  -  FIRST     CLASS II
 DR0660
 DR0660.The horizontal coordinates were scaled from a topographic map and have
 DR0660.an estimated accuracy of +/- 6 seconds.
 DR0660
 DR0660.The orthometric height was determined by differential leveling
 DR0660.and adjusted by the National Geodetic Survey in June 1991..
 DR0660
 DR0660.The geoid height was determined by GEOID03.
 DR0660
 DR0660.The dynamic height is computed by dividing the NAVD 88
 DR0660.geopotential number by the normal gravity value computed on the
 DR0660.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0660.degrees latitude (g = 980.6199 gals.).
 DR0660
 DR0660.The modeled gravity was interpolated from observed gravity values.
 DR0660
 DR0660;                    North         East    Units  Estimated Accuracy
 DR0660;SPC NM C     -   232,660.      527,350.      MT  (+/- 180 meters Scaled)
 DR0660
 DR0660                          SUPERSEDED SURVEY CONTROL
 DR0660
 DR0660  NGVD 29 (??/??/92) 1510.839  (m)         4956.81   (f) ADJ UNCH    1 2
 DR0660
 DR0660.Superseded values are not recommended for survey control.
 DR0660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0660.See file dsdata.txt to determine how the superseded data were derived.
 DR0660
 DR0660_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDS107625(NAD 83)
 DR0660_MARKER: DB = BENCH MARK DISK
 DR0660_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR0660_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DR0660_STAMPING: 4956.811 B23 1933
 DR0660_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR0660+STABILITY: SURFACE MOTION
 DR0660
 DR0660  HISTORY     - Date     Condition        Report By
 DR0660  HISTORY     - 1933     MONUMENTED       CGS
 DR0660  HISTORY     - 1975     GOOD             USGS
 DR0660
 DR0660                          STATION DESCRIPTION
 DR0660
 DR0660'DESCRIBED BY US GEOLOGICAL SURVEY 1975
 DR0660'4.55 MI NE FROM TULAROSA.
 DR0660'4.55 MILES NE ALONG U.S. HWY. 70 FROM THE CITY HALL IN TULAROSA, OTERO
 DR0660'COUNTY.  ABOUT 600 FT. W OF BOX CULVERT UNDER HWY. 64 FT. E OF THE
 DR0660'CENTERLINE OF OLD ABANDONED HWY. ABOUT 100 FT. N. OF DRAIN, AT OLD
 DR0660'FENCE CORNER.  A STANDARD DISK STAMPED 4956.811 B23 1933 AND SET IN
 DR0660'THE TOP OF A CONCRETE POST.  PROJECTING 0.9 FT. ABOVE MEAN GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0245 ***********************************************************************
 CW0245  DESIGNATION -  B 230
 CW0245  PID         -  CW0245
 CW0245  STATE/COUNTY-  NM/EDDY
 CW0245  USGS QUAD   -  KITCHEN COVE (1985)
 CW0245
 CW0245                         *CURRENT SURVEY CONTROL
 CW0245  ___________________________________________________________________
 CW0245* NAD 83(1986)-  32 20 46.     (N)    104 15 04.     (W)     SCALED    
 CW0245* NAVD 88     -       985.629  (meters)    3233.68   (feet)  ADJUSTED  
 CW0245  ___________________________________________________________________
 CW0245  GEOID HEIGHT-         -24.40  (meters)                     GEOID03
 CW0245  DYNAMIC HT  -         984.215 (meters)    3229.05  (feet)  COMP
 CW0245  MODELED GRAV-     979,171.3   (mgal)                       NAVD 88
 CW0245
 CW0245  VERT ORDER  -  FIRST     CLASS II
 CW0245
 CW0245.The horizontal coordinates were scaled from a topographic map and have
 CW0245.an estimated accuracy of +/- 6 seconds.
 CW0245
 CW0245.The orthometric height was determined by differential leveling
 CW0245.and adjusted by the National Geodetic Survey in June 1991..
 CW0245
 CW0245.The geoid height was determined by GEOID03.
 CW0245
 CW0245.The dynamic height is computed by dividing the NAVD 88
 CW0245.geopotential number by the normal gravity value computed on the
 CW0245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0245.degrees latitude (g = 980.6199 gals.).
 CW0245
 CW0245.The modeled gravity was interpolated from observed gravity values.
 CW0245
 CW0245;                    North         East    Units  Estimated Accuracy
 CW0245;SPC NM E     -   149,250.      172,740.      MT  (+/- 180 meters Scaled)
 CW0245
 CW0245                          SUPERSEDED SURVEY CONTROL
 CW0245
 CW0245  NGVD 29 (??/??/92)  985.136  (m)         3232.07   (f) ADJ UNCH    1 2
 CW0245
 CW0245.Superseded values are not recommended for survey control.
 CW0245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0245.See file dsdata.txt to determine how the superseded data were derived.
 CW0245
 CW0245_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SER704790(NAD 83)
 CW0245_MARKER: DB = BENCH MARK DISK
 CW0245_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CW0245_SP_SET: ABUTMENT
 CW0245_STAMPING: B 230 1945
 CW0245_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CW0245
 CW0245  HISTORY     - Date     Condition        Report By
 CW0245  HISTORY     - 1945     MONUMENTED       CGS
 CW0245  HISTORY     - 1957     GOOD             NGS
 CW0245  HISTORY     - 19960712 MARK NOT FOUND   CHANCE
 CW0245
 CW0245                          STATION DESCRIPTION
 CW0245
 CW0245'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 CW0245'5.8 MI SW FROM CARLSBAD.
 CW0245'ABOUT 2.05 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 CW0245'FROM THE STATION AT CARLSBAD, THENCE 3.75 MILES SOUTHWEST ALONG U. S.
 CW0245'HIGHWAYS 62 AND 180, AT THE ENTRANCE TO THE CARLSBAD AIRPORT, IN THE
 CW0245'TOP OF THE WEST END OF THE SOUTH ABUTMENT OF AN ABANDONED BRIDGE, 144
 CW0245'FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 47 FEET
 CW0245'NORTH-NORTHEAST OF THE CENTER LINE OF THE ACCESS ROAD TO THE AIRPORT,
 CW0245'18 FEET NORTHEAST OF A TELEPHONE POLE, AND ABOUT LEVEL WITH THE
 CW0245'HIGHWAY.
 CW0245
 CW0245                          STATION RECOVERY (1996)
 CW0245
 CW0245'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (MFY)
 CW0245'RECOVERY NOTE BY CHANCE 1996 MARK NOT FOUND - SEARCHED 0.5
 CW0245'PERSON-HOUR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0581 ***********************************************************************
 DS0581  DESIGNATION -  B 231
 DS0581  PID         -  DS0581
 DS0581  STATE/COUNTY-  NM/SOCORRO
 DS0581  USGS QUAD   -  SAN ANTONIO (1981)
 DS0581
 DS0581                         *CURRENT SURVEY CONTROL
 DS0581  ___________________________________________________________________
 DS0581* NAD 83(1986)-  33 53 50.     (N)    106 52 10.     (W)     SCALED    
 DS0581* NAVD 88     -      1383.928  (meters)    4540.44   (feet)  ADJUSTED  
 DS0581  ___________________________________________________________________
 DS0581  GEOID HEIGHT-         -22.48  (meters)                     GEOID03
 DS0581  DYNAMIC HT  -        1381.946 (meters)    4533.93  (feet)  COMP
 DS0581  MODELED GRAV-     979,157.0   (mgal)                       NAVD 88
 DS0581
 DS0581  VERT ORDER  -  FIRST     CLASS II
 DS0581
 DS0581.The horizontal coordinates were scaled from a topographic map and have
 DS0581.an estimated accuracy of +/- 6 seconds.
 DS0581
 DS0581.The orthometric height was determined by differential leveling
 DS0581.and adjusted by the National Geodetic Survey in June 1991..
 DS0581.WARNING-Repeat measurements at this control monument indicate possible
 DS0581.vertical movement.
 DS0581
 DS0581.The geoid height was determined by GEOID03.
 DS0581
 DS0581.The dynamic height is computed by dividing the NAVD 88
 DS0581.geopotential number by the normal gravity value computed on the
 DS0581.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0581.degrees latitude (g = 980.6199 gals.).
 DS0581
 DS0581.The modeled gravity was interpolated from observed gravity values.
 DS0581
 DS0581;                    North         East    Units  Estimated Accuracy
 DS0581;SPC NM C     -   321,430.      442,710.      MT  (+/- 180 meters Scaled)
 DS0581
 DS0581                          SUPERSEDED SURVEY CONTROL
 DS0581
 DS0581  NGVD 29 (??/??/92) 1383.237  (m)         4538.17   (f) ADJ UNCH    1 2
 DS0581
 DS0581.Superseded values are not recommended for survey control.
 DS0581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0581.See file dsdata.txt to determine how the superseded data were derived.
 DS0581
 DS0581_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT271523(NAD 83)
 DS0581_MARKER: DB = BENCH MARK DISK
 DS0581_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DS0581_SP_SET: CULVERT
 DS0581_STAMPING: B 231 1950
 DS0581_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DS0581
 DS0581  HISTORY     - Date     Condition        Report By
 DS0581  HISTORY     - 1950     MONUMENTED       CGS
 DS0581  HISTORY     - 1980     GOOD             NGS
 DS0581
 DS0581                          STATION DESCRIPTION
 DS0581
 DS0581'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 DS0581'0.8 MI S FROM SAN ANTONIO.
 DS0581'0.8 MILE SOUTH ALONG U.S. HIGHWAY 85 FROM THE ATCHISON, TOPEKA AND
 DS0581'SANTA FE RAILROAD STATION AT SAN ANTONIO, 67 FEET NORTH OF MILEPOST
 DS0581'989, 63 FEET WEST OF THE WEST RAIL, 27 FEET EAST OF THE CENTER LINE OF
 DS0581'THE HIGHWAY, LEVEL WITH THE HIGHWAY, SET IN THE TOP OF THE CENTER OF
 DS0581'THE EAST HEADWALL OF AN IRRIGATION CULVERT.
 DS0581
 DS0581                          STATION RECOVERY (1980)
 DS0581
 DS0581'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DS0581'0.2 KILOMETER (0.1 MILE) EAST ALONG U.S. HIGHWAY 380 FROM THE POST
 DS0581'OFFICE IN SAN ANTONIO, THENCE 2.4 KILOMETERS (1.5 MILES) SOUTHWEST
 DS0581'ALONG STATE HIGHWAY 1, IN THE TOP CENTER OF THE EAST HEADWALL OF A
 DS0581'3 BY 3 FOOT CONCRETE CULVERT, 20.4 METERS (67.0 FEET) NORTH OF
 DS0581'RAILROAD MILEPOST 989, 19.2 METERS (63.0 FEET) WEST OF THE WEST RAIL
 DS0581'OF THE ATCHISON, TOPEKA AND SANTA FE RAILROAD AND 8.2 METERS (27.0
 DS0581'FEET) EAST OF THE CENTER LINE OF THE HIGHWAY.
 DS0581'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0209 ***********************************************************************
 EQ0209  DESIGNATION -  B 232
 EQ0209  PID         -  EQ0209
 EQ0209  STATE/COUNTY-  NM/SOCORRO
 EQ0209  USGS QUAD   -  SOCORRO (1979)
 EQ0209
 EQ0209                         *CURRENT SURVEY CONTROL
 EQ0209  ___________________________________________________________________
 EQ0209* NAD 83(1986)-  34 04 11.     (N)    106 53 06.     (W)     SCALED    
 EQ0209* NAVD 88     -      1399.564  (meters)    4591.74   (feet)  ADJUSTED  
 EQ0209  ___________________________________________________________________
 EQ0209  GEOID HEIGHT-         -22.15  (meters)                     GEOID03
 EQ0209  DYNAMIC HT  -        1397.587 (meters)    4585.25  (feet)  COMP
 EQ0209  MODELED GRAV-     979,175.2   (mgal)                       NAVD 88
 EQ0209
 EQ0209  VERT ORDER  -  FIRST     CLASS I
 EQ0209
 EQ0209.The horizontal coordinates were scaled from a topographic map and have
 EQ0209.an estimated accuracy of +/- 6 seconds.
 EQ0209
 EQ0209.The orthometric height was determined by differential leveling
 EQ0209.and adjusted by the National Geodetic Survey in June 1991..
 EQ0209.WARNING-Repeat measurements at this control monument indicate possible
 EQ0209.vertical movement.
 EQ0209
 EQ0209.The geoid height was determined by GEOID03.
 EQ0209
 EQ0209.The dynamic height is computed by dividing the NAVD 88
 EQ0209.geopotential number by the normal gravity value computed on the
 EQ0209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0209.degrees latitude (g = 980.6199 gals.).
 EQ0209
 EQ0209.The modeled gravity was interpolated from observed gravity values.
 EQ0209
 EQ0209;                    North         East    Units  Estimated Accuracy
 EQ0209;SPC NM C     -   340,570.      441,390.      MT  (+/- 180 meters Scaled)
 EQ0209
 EQ0209                          SUPERSEDED SURVEY CONTROL
 EQ0209
 EQ0209  NGVD 29 (??/??/92) 1398.844  (m)         4589.37   (f) ADJ UNCH    1 1
 EQ0209
 EQ0209.Superseded values are not recommended for survey control.
 EQ0209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0209.See file dsdata.txt to determine how the superseded data were derived.
 EQ0209
 EQ0209_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT260714(NAD 83)
 EQ0209_MARKER: DB = BENCH MARK DISK
 EQ0209_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EQ0209_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EQ0209_STAMPING: B 232 1950
 EQ0209_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EQ0209+STABILITY: SURFACE MOTION
 EQ0209
 EQ0209  HISTORY     - Date     Condition        Report By
 EQ0209  HISTORY     - 1950     MONUMENTED       CGS
 EQ0209  HISTORY     - 1951     GOOD             NGS
 EQ0209  HISTORY     - 1978     GOOD             NGS
 EQ0209
 EQ0209                          STATION DESCRIPTION
 EQ0209
 EQ0209'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 EQ0209'0.8 MI N FROM SOCORRO.
 EQ0209'0.8 MILE NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD FROM
 EQ0209'THE STATION AT SOCORRO, 46 FEET WEST OF THE WEST RAIL, 7 FEET WEST OF
 EQ0209'THE FIRST POLE SOUTH OF MILEPOST 977, 1.7 FEET EAST OF A FENCE, 3 FEET
 EQ0209'NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 EQ0209'PROJECTS 0.2 FOOT ABOVE THE GROUND.
 EQ0209
 EQ0209                          STATION RECOVERY (1978)
 EQ0209
 EQ0209'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EQ0209'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0866 ***********************************************************************
 DS0866  DESIGNATION -  B 233
 DS0866  PID         -  DS0866
 DS0866  STATE/COUNTY-  NM/SIERRA
 DS0866  USGS QUAD   -  HUERFANO HILL (1980)
 DS0866
 DS0866                         *CURRENT SURVEY CONTROL
 DS0866  ___________________________________________________________________
 DS0866* NAD 83(1986)-  33 15 15.     (N)    107 17 21.     (W)     SCALED    
 DS0866* NAVD 88     -      1492.128  (meters)    4895.42   (feet)  ADJUSTED  
 DS0866  ___________________________________________________________________
 DS0866  GEOID HEIGHT-         -23.18  (meters)                     GEOID03
 DS0866  DYNAMIC HT  -        1489.936 (meters)    4888.23  (feet)  COMP
 DS0866  MODELED GRAV-     979,116.4   (mgal)                       NAVD 88
 DS0866
 DS0866  VERT ORDER  -  FIRST     CLASS II
 DS0866
 DS0866.The horizontal coordinates were scaled from a topographic map and have
 DS0866.an estimated accuracy of +/- 6 seconds.
 DS0866
 DS0866.The orthometric height was determined by differential leveling
 DS0866.and adjusted by the National Geodetic Survey in June 1991..
 DS0866.WARNING-Repeat measurements at this control monument indicate possible
 DS0866.vertical movement.
 DS0866
 DS0866.The geoid height was determined by GEOID03.
 DS0866
 DS0866.The dynamic height is computed by dividing the NAVD 88
 DS0866.geopotential number by the normal gravity value computed on the
 DS0866.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0866.degrees latitude (g = 980.6199 gals.).
 DS0866
 DS0866.The modeled gravity was interpolated from observed gravity values.
 DS0866
 DS0866;                    North         East    Units  Estimated Accuracy
 DS0866;SPC NM W     -   250,070.      880,700.      MT  (+/- 180 meters Scaled)
 DS0866
 DS0866                          SUPERSEDED SURVEY CONTROL
 DS0866
 DS0866  NGVD 29 (??/??/92) 1491.454  (m)         4893.21   (f) ADJ UNCH    1 2
 DS0866
 DS0866.Superseded values are not recommended for survey control.
 DS0866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0866.See file dsdata.txt to determine how the superseded data were derived.
 DS0866
 DS0866_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBS867818(NAD 83)
 DS0866_MARKER: DB = BENCH MARK DISK
 DS0866_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0866_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0866_STAMPING: B 233 1951
 DS0866_PROJECTION: PROJECTING 20 CENTIMETERS
 DS0866_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0866+STABILITY: SURFACE MOTION
 DS0866
 DS0866  HISTORY     - Date     Condition        Report By
 DS0866  HISTORY     - 1951     MONUMENTED       CGS
 DS0866  HISTORY     - 1980     GOOD             NGS
 DS0866
 DS0866                          STATION DESCRIPTION
 DS0866
 DS0866'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 DS0866'10.3 MI N FROM HOT SPRINGS.
 DS0866'9.3 MILES NORTH ALONG U.S. HIGHWAY 85 FROM THE POST OFFICE AT HOT
 DS0866'SPRINGS, THENCE 1.0 MILE WEST ALONG STATE HIGHWAY 52, 76 FEET SOUTH OF
 DS0866'THE CENTER LINE OF THE HIGHWAY, 9.5 FEET WEST OF A TELEPHONE POLE, 2
 DS0866'FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 DS0866'PROJECTS 0.7 FOOT ABOVE THE GROUND.  NOTE-- HOT SPRINGS N.M. HAS BEEN
 DS0866'RENAMED TRUTH OR CONSEQUENCES N.M.
 DS0866
 DS0866                          STATION RECOVERY (1980)
 DS0866
 DS0866'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DS0866'14.0 KILOMETERS (8.7 MILES) NORTH AND NORTHWEST ALONG U.S. HIGHWAY 85
 DS0866'FROM THE SIERRA COUNTY COURTHOUSE IN TRUTH OR CONSEQUENCES, THENCE
 DS0866'1.6 KILOMETERS (1.0 MILE) WEST ALONG STATE HIGHWAY 52, 50.3 METERS
 DS0866'(165 FEET) WEST OF THE EAST ONE OF SIX TELEPHONE POLES WITH GUY
 DS0866'WIRES, 48.7 METERS (159.7 FEET) WEST OF RIGHT OF WAY MARKER
 DS0866'55+72.93 AND 23.2 METERS (76.0 FEET) SOUTH OF THE CENTER LINE OF THE
 DS0866'HIGHWAY.
 DS0866'THE MARK IS 0.4 METERS  W FROM A WITNESS POST.
 DS0866'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0894 ***********************************************************************
 DS0894  DESIGNATION -  B 234
 DS0894  PID         -  DS0894
 DS0894  STATE/COUNTY-  NM/SIERRA
 DS0894  USGS QUAD   -  SIERRA FIJARDO (1995)
 DS0894
 DS0894                         *CURRENT SURVEY CONTROL
 DS0894  ___________________________________________________________________
 DS0894* NAD 83(1986)-  33 28 32.     (N)    107 15 12.     (W)     SCALED    
 DS0894* NAVD 88     -      1619.625  (meters)    5313.72   (feet)  ADJUSTED  
 DS0894  ___________________________________________________________________
 DS0894  GEOID HEIGHT-         -22.84  (meters)                     GEOID03
 DS0894  DYNAMIC HT  -        1617.207 (meters)    5305.79  (feet)  COMP
 DS0894  MODELED GRAV-     979,087.5   (mgal)                       NAVD 88
 DS0894
 DS0894  VERT ORDER  -  FIRST     CLASS II
 DS0894
 DS0894.The horizontal coordinates were scaled from a topographic map and have
 DS0894.an estimated accuracy of +/- 6 seconds.
 DS0894
 DS0894.The orthometric height was determined by differential leveling
 DS0894.and adjusted by the National Geodetic Survey in June 1991..
 DS0894
 DS0894.The geoid height was determined by GEOID03.
 DS0894
 DS0894.The dynamic height is computed by dividing the NAVD 88
 DS0894.geopotential number by the normal gravity value computed on the
 DS0894.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0894.degrees latitude (g = 980.6199 gals.).
 DS0894
 DS0894.The modeled gravity was interpolated from observed gravity values.
 DS0894
 DS0894;                    North         East    Units  Estimated Accuracy
 DS0894;SPC NM W     -   274,650.      883,910.      MT  (+/- 180 meters Scaled)
 DS0894
 DS0894                          SUPERSEDED SURVEY CONTROL
 DS0894
 DS0894  NGVD 29 (??/??/92) 1618.874  (m)         5311.26   (f) ADJ UNCH    1 2
 DS0894
 DS0894.Superseded values are not recommended for survey control.
 DS0894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0894.See file dsdata.txt to determine how the superseded data were derived.
 DS0894
 DS0894_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBT906062(NAD 83)
 DS0894_MARKER: DB = BENCH MARK DISK
 DS0894_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0894_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0894_STAMPING: B 234 1951
 DS0894_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0894+STABILITY: SURFACE MOTION
 DS0894
 DS0894  HISTORY     - Date     Condition        Report By
 DS0894  HISTORY     - 1951     MONUMENTED       CGS
 DS0894
 DS0894                          STATION DESCRIPTION
 DS0894
 DS0894'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 DS0894'30.05 MI N FROM HOT SPRINGS.
 DS0894'9.3 MILES NORTH ALONG U.S. HIGHWAY 85 FROM THE POST OFFICE AT HOT
 DS0894'SPRINGS, THENCE 2.0 MILES WEST ALONG STATE HIGHWAY 52, THENCE 2.4
 DS0894'MILES NORTHWEST ALONG A GRADED DIRT ROAD LEADING TO MONTICELLO, THENCE
 DS0894'11.3 MILES NORTH ALONG OLD U.S. HIGHWAY 85, THENCE 0.35 MILE EAST
 DS0894'ALONG A TRACK ROAD, THENCE 4.2 MILES NORTH ALONG NEW U.S. HIGHWAY 85,
 DS0894'THENCE 0.5 MILE NORTHWEST ALONG OLD U.S. HIGHWAY 85, 113 FEET
 DS0894'SOUTHEAST OF A WASHED OUT CULVERT, 41 FEET SOUTHWEST OF THE CENTER
 DS0894'LINE OF THE OLD HIGHWAY, 2.7 FEET NORTH OF A WITNESS POST, SET IN THE
 DS0894'TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND. THIS
 DS0894'MARK IS 0.7 MILE SOUTHEAST OF BENCH MARK V 82.  NOTE-- HOT SPRINGS
 DS0894'N.M. HAS BEEN RENAMED TRUTH OR CONSEQUENCES N.M.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0078 ***********************************************************************
 DS0078  DESIGNATION -  B 235
 DS0078  PID         -  DS0078
 DS0078  STATE/COUNTY-  NM/SOCORRO
 DS0078  USGS QUAD   -  MOCKINGBIRD GAP (1982)
 DS0078
 DS0078                         *CURRENT SURVEY CONTROL
 DS0078  ___________________________________________________________________
 DS0078* NAD 83(1986)-  33 31 18.     (N)    106 24 28.     (W)     SCALED    
 DS0078* NAVD 88     -      1508.761  (meters)    4949.99   (feet)  ADJUSTED  
 DS0078  ___________________________________________________________________
 DS0078  GEOID HEIGHT-         -21.97  (meters)                     GEOID03
 DS0078  DYNAMIC HT  -        1506.591 (meters)    4942.87  (feet)  COMP
 DS0078  MODELED GRAV-     979,145.5   (mgal)                       NAVD 88
 DS0078
 DS0078  VERT ORDER  -  SECOND    CLASS 0
 DS0078
 DS0078.The horizontal coordinates were scaled from a topographic map and have
 DS0078.an estimated accuracy of +/- 6 seconds.
 DS0078
 DS0078.The orthometric height was determined by differential leveling
 DS0078.and adjusted by the National Geodetic Survey in June 1991..
 DS0078
 DS0078.The geoid height was determined by GEOID03.
 DS0078
 DS0078.The dynamic height is computed by dividing the NAVD 88
 DS0078.geopotential number by the normal gravity value computed on the
 DS0078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0078.degrees latitude (g = 980.6199 gals.).
 DS0078
 DS0078.The modeled gravity was interpolated from observed gravity values.
 DS0078
 DS0078;                    North         East    Units  Estimated Accuracy
 DS0078;SPC NM C     -   279,610.      485,340.      MT  (+/- 180 meters Scaled)
 DS0078
 DS0078                          SUPERSEDED SURVEY CONTROL
 DS0078
 DS0078  NGVD 29 (??/??/92) 1508.093  (m)         4947.80   (f) ADJ UNCH    2 0
 DS0078
 DS0078.Superseded values are not recommended for survey control.
 DS0078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0078.See file dsdata.txt to determine how the superseded data were derived.
 DS0078
 DS0078_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT692100(NAD 83)
 DS0078_MARKER: DB = BENCH MARK DISK
 DS0078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0078_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0078_STAMPING: B 235 1952
 DS0078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0078+STABILITY: SURFACE MOTION
 DS0078
 DS0078  HISTORY     - Date     Condition        Report By
 DS0078  HISTORY     - 1952     MONUMENTED       CGS
 DS0078  HISTORY     - 1975     MARK NOT FOUND   USGS
 DS0078
 DS0078                          STATION DESCRIPTION
 DS0078
 DS0078'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DS0078'37.0 MI SW FROM CARRIZOZO.
 DS0078'14.8 MILES SOUTH ALONG U.S. HIGHWAY 54 FROM THE POST OFFICE AT
 DS0078'CARRIZOZO, THENCE 22.2 MILES WEST ALONG THE MOCKING BIRD GAP ROAD, 149
 DS0078'FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 3 FEET SOUTH OF A
 DS0078'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.8
 DS0078'FOOT ABOVE THE GROUND.
 DS0078
 DS0078                          STATION RECOVERY (1975)
 DS0078
 DS0078'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 DS0078'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0102 ***********************************************************************
 DS0102  DESIGNATION -  B 236
 DS0102  PID         -  DS0102
 DS0102  STATE/COUNTY-  NM/SOCORRO
 DS0102  USGS QUAD   -  TRINITY SITE (1981)
 DS0102
 DS0102                         *CURRENT SURVEY CONTROL
 DS0102  ___________________________________________________________________
 DS0102* NAD 83(1986)-  33 39 09.     (N)    106 28 48.     (W)     SCALED    
 DS0102* NAVD 88     -      1494.700  (meters)    4903.86   (feet)  ADJUSTED  
 DS0102  ___________________________________________________________________
 DS0102  GEOID HEIGHT-         -22.07  (meters)                     GEOID03
 DS0102  DYNAMIC HT  -        1492.543 (meters)    4896.78  (feet)  COMP
 DS0102  MODELED GRAV-     979,141.3   (mgal)                       NAVD 88
 DS0102
 DS0102  VERT ORDER  -  SECOND    CLASS 0
 DS0102
 DS0102.The horizontal coordinates were scaled from a topographic map and have
 DS0102.an estimated accuracy of +/- 6 seconds.
 DS0102
 DS0102.The orthometric height was determined by differential leveling
 DS0102.and adjusted by the National Geodetic Survey in June 1991..
 DS0102
 DS0102.The geoid height was determined by GEOID03.
 DS0102
 DS0102.The dynamic height is computed by dividing the NAVD 88
 DS0102.geopotential number by the normal gravity value computed on the
 DS0102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0102.degrees latitude (g = 980.6199 gals.).
 DS0102
 DS0102.The modeled gravity was interpolated from observed gravity values.
 DS0102
 DS0102;                    North         East    Units  Estimated Accuracy
 DS0102;SPC NM C     -   294,140.      478,670.      MT  (+/- 180 meters Scaled)
 DS0102
 DS0102                          SUPERSEDED SURVEY CONTROL
 DS0102
 DS0102  NGVD 29 (??/??/92) 1494.018  (m)         4901.62   (f) ADJ UNCH    2 0
 DS0102
 DS0102.Superseded values are not recommended for survey control.
 DS0102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0102.See file dsdata.txt to determine how the superseded data were derived.
 DS0102
 DS0102_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT627246(NAD 83)
 DS0102_MARKER: DB = BENCH MARK DISK
 DS0102_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0102_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0102_STAMPING: B 236 1952
 DS0102_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0102+STABILITY: SURFACE MOTION
 DS0102
 DS0102  HISTORY     - Date     Condition        Report By
 DS0102  HISTORY     - 1952     MONUMENTED       CGS
 DS0102
 DS0102                          STATION DESCRIPTION
 DS0102
 DS0102'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DS0102'48.45 MI SW FROM CARRIZOZO.
 DS0102'14.8 MILES SOUTH ALONG U.S. HIGHWAY 54 FROM THE POST OFFICE AT
 DS0102'CARRIZOZO, THENCE 30.0 MILES WEST ALONG THE MOCKING BIRD GAP ROAD,
 DS0102'THENCE 3.65 MILES NORTH ALONG A DIRT ROAD, 225 FEET SOUTHEAST OF THE
 DS0102'CENTER OF A JUNCTION WITH A DIRT ROAD LEADING WEST, 113 FEET EAST OF
 DS0102'THE CENTER LINE OF A NORTH AND SOUTH DIRT ROAD, 109 FEET NORTH OF THE
 DS0102'CENTER LINE OF A DIRT ROAD LEADING EAST, 3 FEET NORTH OF A TELEPHONE
 DS0102'POLE, IN LINE WITH A ROW OF POLES, 3 FEET SOUTH OF A WITNESS POST, SET
 DS0102'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.8 FOOT ABOVE THE
 DS0102'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0402 ***********************************************************************
 DS0402  DESIGNATION -  B 239
 DS0402  PID         -  DS0402
 DS0402  STATE/COUNTY-  NM/OTERO
 DS0402  USGS QUAD   -  BITTER CREEK (1981)
 DS0402
 DS0402                         *CURRENT SURVEY CONTROL
 DS0402  ___________________________________________________________________
 DS0402* NAD 83(1986)-  33 08 30.     (N)    106 09 57.     (W)     SCALED    
 DS0402* NAVD 88     -      1265.932  (meters)    4153.31   (feet)  ADJUSTED  
 DS0402  ___________________________________________________________________
 DS0402  GEOID HEIGHT-         -22.60  (meters)                     GEOID03
 DS0402  DYNAMIC HT  -        1264.110 (meters)    4147.33  (feet)  COMP
 DS0402  MODELED GRAV-     979,155.1   (mgal)                       NAVD 88
 DS0402
 DS0402  VERT ORDER  -  FIRST     CLASS I
 DS0402
 DS0402.The horizontal coordinates were scaled from a topographic map and have
 DS0402.an estimated accuracy of +/- 6 seconds.
 DS0402
 DS0402.The orthometric height was determined by differential leveling
 DS0402.and adjusted by the National Geodetic Survey in June 1991..
 DS0402
 DS0402.The geoid height was determined by GEOID03.
 DS0402
 DS0402.The dynamic height is computed by dividing the NAVD 88
 DS0402.geopotential number by the normal gravity value computed on the
 DS0402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0402.degrees latitude (g = 980.6199 gals.).
 DS0402
 DS0402.The modeled gravity was interpolated from observed gravity values.
 DS0402
 DS0402;                    North         East    Units  Estimated Accuracy
 DS0402;SPC NM C     -   237,470.      507,850.      MT  (+/- 180 meters Scaled)
 DS0402
 DS0402                          SUPERSEDED SURVEY CONTROL
 DS0402
 DS0402  NGVD 29 (??/??/92) 1265.311  (m)         4151.27   (f) ADJ UNCH    1 1
 DS0402
 DS0402.Superseded values are not recommended for survey control.
 DS0402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0402.See file dsdata.txt to determine how the superseded data were derived.
 DS0402
 DS0402_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS912675(NAD 83)
 DS0402_MARKER: DB = BENCH MARK DISK
 DS0402_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0402_SP_SET: CONCRETE POST
 DS0402_STAMPING: B 239 1952
 DS0402_MARK LOGO: CGS   
 DS0402_PROJECTION: PROJECTING 8 CENTIMETERS
 DS0402_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0402+STABILITY: SURFACE MOTION
 DS0402
 DS0402  HISTORY     - Date     Condition        Report By
 DS0402  HISTORY     - 1952     MONUMENTED       CGS
 DS0402  HISTORY     - 1986     GOOD             NGS
 DS0402
 DS0402                          STATION DESCRIPTION
 DS0402
 DS0402'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DS0402'11.1 MI W FROM TULAROSA.
 DS0402'6.75 MILES WEST ALONG OLD STATE HIGHWAY 52 FROM THE SOUTHERN PACIFIC
 DS0402'RAILROAD STATION AT TULAROSA, THENCE 4.35 MILES NORTHWEST ALONG A
 DS0402'GRAVELED ROAD, 92 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 3
 DS0402'FEET SOUTHWEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 DS0402'WHICH PROJECTS 0.8 FOOT ABOVE THE GROUND.
 DS0402
 DS0402                          STATION RECOVERY (1986)
 DS0402
 DS0402'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 DS0402'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  12.9 KM
 DS0402'(8.0 MI) WEST OF THE POST OFFICE IN TULAROSA ALONG THE OLD HIGHWAY 52
 DS0402'TO THE TULA GATE, THENCE 7.4 KM (3.6 MI) NORTH OF THE TULA GATE ON
 DS0402'WSPG ROUTE 9, 27.3 METERS (89.6 FT) NORTHEAST OF THE CENTERLINE OF THE
 DS0402'ROAD, 0.7 METER (2.3 FT) SOUTHWEST OF A WOODEN WITNESS POST.
 DS0402'THE MARK IS 0.9 METERS  NNW FROM  A WITNESS POST
 DS0402'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0319 ***********************************************************************
 EP0319  DESIGNATION -  B 24
 EP0319  PID         -  EP0319
 EP0319  STATE/COUNTY-  NM/LINCOLN
 EP0319  USGS QUAD   -  ROUGH MOUNTAIN (1995)
 EP0319
 EP0319                         *CURRENT SURVEY CONTROL
 EP0319  ___________________________________________________________________
 EP0319* NAD 83(1986)-  34 12 05.     (N)    105 37 43.     (W)     SCALED    
 EP0319* NAVD 88     -      2040.639  (meters)    6695.00   (feet)  ADJUSTED  
 EP0319  ___________________________________________________________________
 EP0319  GEOID HEIGHT-         -19.97  (meters)                     GEOID03
 EP0319  DYNAMIC HT  -        2037.639 (meters)    6685.15  (feet)  COMP
 EP0319  MODELED GRAV-     979,091.8   (mgal)                       NAVD 88
 EP0319
 EP0319  VERT ORDER  -  FIRST     CLASS II
 EP0319
 EP0319.The horizontal coordinates were scaled from a topographic map and have
 EP0319.an estimated accuracy of +/- 6 seconds.
 EP0319
 EP0319.The orthometric height was determined by differential leveling
 EP0319.and adjusted by the National Geodetic Survey in June 1991..
 EP0319
 EP0319.The geoid height was determined by GEOID03.
 EP0319
 EP0319.The dynamic height is computed by dividing the NAVD 88
 EP0319.geopotential number by the normal gravity value computed on the
 EP0319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EP0319.degrees latitude (g = 980.6199 gals.).
 EP0319
 EP0319.The modeled gravity was interpolated from observed gravity values.
 EP0319
 EP0319;                    North         East    Units  Estimated Accuracy
 EP0319;SPC NM C     -   355,170.      557,270.      MT  (+/- 180 meters Scaled)
 EP0319
 EP0319                          SUPERSEDED SURVEY CONTROL
 EP0319
 EP0319  NGVD 29 (??/??/92) 2039.776  (m)         6692.17   (f) ADJ UNCH    1 2
 EP0319
 EP0319.Superseded values are not recommended for survey control.
 EP0319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EP0319.See file dsdata.txt to determine how the superseded data were derived.
 EP0319
 EP0319_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDT420846(NAD 83)
 EP0319_MARKER: DB = BENCH MARK DISK
 EP0319_SETTING: 66 = SET IN ROCK OUTCROP
 EP0319_SP_SET: ROCK LEDGE
 EP0319_STAMPING: 6692.165 B 24 1933
 EP0319_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EP0319+STABILITY: POSITION/ELEVATION WELL
 EP0319
 EP0319  HISTORY     - Date     Condition        Report By
 EP0319  HISTORY     - 1933     MONUMENTED       CGS
 EP0319  HISTORY     - 1934     GOOD             NGS
 EP0319
 EP0319                          STATION DESCRIPTION
 EP0319
 EP0319'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 EP0319'4.4 MI S FROM CORONA.
 EP0319'4.4 MILES SOUTH ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 EP0319'STATION AT CORONA, LINCOLN COUNTY, 18 FEET SOUTH OF THE THIRD POLE
 EP0319'SOUTH OF BLOCK SIGNAL 1486.7, 10 FEET WEST OF THE CENTERLINE OF THE
 EP0319'TRACK, AND IN THE TOP OF A ROCK LEDGE.  A STANDARD DISK, STAMPED
 EP0319'6692.165 B 24 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0118 ***********************************************************************
 CX0118  DESIGNATION -  B 240
 CX0118  PID         -  CX0118
 CX0118  STATE/COUNTY-  NM/OTERO
 CX0118  USGS QUAD   -  GARTON LAKE (1982)
 CX0118
 CX0118                         *CURRENT SURVEY CONTROL
 CX0118  ___________________________________________________________________
 CX0118* NAD 83(1986)-  32 47 48.     (N)    106 08 08.     (W)     SCALED    
 CX0118* NAVD 88     -      1227.426  (meters)    4026.98   (feet)  ADJUSTED  
 CX0118  ___________________________________________________________________
 CX0118  GEOID HEIGHT-         -22.97  (meters)                     GEOID03
 CX0118  DYNAMIC HT  -        1225.641 (meters)    4021.12  (feet)  COMP
 CX0118  MODELED GRAV-     979,142.0   (mgal)                       NAVD 88
 CX0118
 CX0118  VERT ORDER  -  SECOND    CLASS 0
 CX0118
 CX0118.The horizontal coordinates were scaled from a topographic map and have
 CX0118.an estimated accuracy of +/- 6 seconds.
 CX0118
 CX0118.The orthometric height was determined by differential leveling
 CX0118.and adjusted by the National Geodetic Survey in June 1991..
 CX0118
 CX0118.The geoid height was determined by GEOID03.
 CX0118
 CX0118.The dynamic height is computed by dividing the NAVD 88
 CX0118.geopotential number by the normal gravity value computed on the
 CX0118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0118.degrees latitude (g = 980.6199 gals.).
 CX0118
 CX0118.The modeled gravity was interpolated from observed gravity values.
 CX0118
 CX0118;                    North         East    Units  Estimated Accuracy
 CX0118;SPC NM C     -   199,210.      510,720.      MT  (+/- 180 meters Scaled)
 CX0118
 CX0118                          SUPERSEDED SURVEY CONTROL
 CX0118
 CX0118  NGVD 29 (??/??/92) 1226.841  (m)         4025.06   (f) ADJ UNCH    2 0
 CX0118
 CX0118.Superseded values are not recommended for survey control.
 CX0118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0118.See file dsdata.txt to determine how the superseded data were derived.
 CX0118
 CX0118_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS936293(NAD 83)
 CX0118_MARKER: DB = BENCH MARK DISK
 CX0118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX0118_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CX0118_STAMPING: B 240 1952
 CX0118_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX0118+STABILITY: SURFACE MOTION
 CX0118_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CX0118+SATELLITE: SATELLITE OBSERVATIONS - April 02, 2005
 CX0118
 CX0118  HISTORY     - Date     Condition        Report By
 CX0118  HISTORY     - 1952     MONUMENTED       CGS
 CX0118  HISTORY     - 1986     GOOD             DMA
 CX0118  HISTORY     - 20040211 GOOD             ORBITE
 CX0118  HISTORY     - 20050402 GOOD             USPSQD
 CX0118
 CX0118                          STATION DESCRIPTION
 CX0118
 CX0118'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CX0118'12.9 MI SW FROM ALAMOGORDO.
 CX0118'12.9 MILES SOUTHWEST ALONG US HIGHWAY 70 FROM THE POST OFFICE AT
 CX0118'ALAMOGORDO, 1.0 MILE SOUTH OF BENCH MARK D 221, 98 FEET NORTHWEST OF
 CX0118'THE CENTER LINE OF THE HIGHWAY, 38 FEET NORTHEAST OF THE CENTER OF THE
 CX0118'WIRE GATE, 2 FEET SOUTHEAST OF A FENCE, 3 FEET SOUTHWEST OF A WITNESS
 CX0118'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.8 FOOT ABOVE
 CX0118'THE GROUND.
 CX0118
 CX0118                          STATION RECOVERY (1986)
 CX0118
 CX0118'RECOVERY NOTE BY DEFENSE MAP AGENCY 1986 (PET)
 CX0118'RECOVERED IN GOOD CONDITION.
 CX0118
 CX0118                          STATION RECOVERY (2004)
 CX0118
 CX0118'RECOVERY NOTE BY ORBITECH INC 2004 (SHG)
 CX0118'RECOVERED IN GOOD CONDITION.
 CX0118
 CX0118                          STATION RECOVERY (2005)
 CX0118
 CX0118'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM)
 CX0118'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0531 ***********************************************************************
 DS0531  DESIGNATION -  B 241
 DS0531  PID         -  DS0531
 DS0531  STATE/COUNTY-  NM/SOCORRO
 DS0531  USGS QUAD   -  STRAWBERRY PEAK (1981)
 DS0531
 DS0531                         *CURRENT SURVEY CONTROL
 DS0531  ___________________________________________________________________
 DS0531* NAD 83(1986)-  33 05 41.     (N)    106 31 47.     (W)     SCALED    
 DS0531* NAVD 88     -      1218.098  (meters)    3996.38   (feet)  ADJUSTED  
 DS0531  ___________________________________________________________________
 DS0531  GEOID HEIGHT-         -22.94  (meters)                     GEOID03
 DS0531  DYNAMIC HT  -        1216.340 (meters)    3990.61  (feet)  COMP
 DS0531  MODELED GRAV-     979,153.3   (mgal)                       NAVD 88
 DS0531
 DS0531  VERT ORDER  -  SECOND    CLASS 0
 DS0531
 DS0531.The horizontal coordinates were scaled from a topographic map and have
 DS0531.an estimated accuracy of +/- 6 seconds.
 DS0531
 DS0531.The orthometric height was determined by differential leveling
 DS0531.and adjusted by the National Geodetic Survey in June 1991..
 DS0531
 DS0531.The geoid height was determined by GEOID03.
 DS0531
 DS0531.The dynamic height is computed by dividing the NAVD 88
 DS0531.geopotential number by the normal gravity value computed on the
 DS0531.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0531.degrees latitude (g = 980.6199 gals.).
 DS0531
 DS0531.The modeled gravity was interpolated from observed gravity values.
 DS0531
 DS0531;                    North         East    Units  Estimated Accuracy
 DS0531;SPC NM C     -   232,290.      473,890.      MT  (+/- 180 meters Scaled)
 DS0531
 DS0531                          SUPERSEDED SURVEY CONTROL
 DS0531
 DS0531  NGVD 29 (??/??/92) 1217.485  (m)         3994.37   (f) ADJ UNCH    2 0
 DS0531
 DS0531.Superseded values are not recommended for survey control.
 DS0531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0531.See file dsdata.txt to determine how the superseded data were derived.
 DS0531
 DS0531_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS572628(NAD 83)
 DS0531_MARKER: DB = BENCH MARK DISK
 DS0531_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0531_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0531_STAMPING: B 241 1952
 DS0531_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0531+STABILITY: SURFACE MOTION
 DS0531
 DS0531  HISTORY     - Date     Condition        Report By
 DS0531  HISTORY     - 1952     MONUMENTED       CGS
 DS0531
 DS0531                          STATION DESCRIPTION
 DS0531
 DS0531'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DS0531'33.3 MI W FROM TULAROSA.
 DS0531'28.3 MILES WEST ALONG OLD STATE HIGHWAY 52 FROM THE SOUTHERN PACIFIC
 DS0531'RAILROAD STATION AT TULAROSA, THENCE 5.0 MILES SOUTH ALONG A TRACK
 DS0531'ROAD, 36 FEET WEST OF THE CENTER LINE OF THE ROAD, 3 FEET EAST OF A
 DS0531'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.9
 DS0531'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0491 ***********************************************************************
 CX0491  DESIGNATION -  B 242
 CX0491  PID         -  CX0491
 CX0491  STATE/COUNTY-  NM/OTERO
 CX0491  USGS QUAD   -  ELEPHANT MOUNTAIN (1955)
 CX0491
 CX0491                         *CURRENT SURVEY CONTROL
 CX0491  ___________________________________________________________________
 CX0491* NAD 83(1986)-  32 24 10.     (N)    106 08 47.     (W)     SCALED    
 CX0491* NAVD 88     -      1283.040  (meters)    4209.44   (feet)  ADJUSTED  
 CX0491  ___________________________________________________________________
 CX0491  GEOID HEIGHT-         -23.16  (meters)                     GEOID03
 CX0491  DYNAMIC HT  -        1281.145 (meters)    4203.22  (feet)  COMP
 CX0491  MODELED GRAV-     979,116.7   (mgal)                       NAVD 88
 CX0491
 CX0491  VERT ORDER  -  SECOND    CLASS 0
 CX0491
 CX0491.The horizontal coordinates were scaled from a topographic map and have
 CX0491.an estimated accuracy of +/- 6 seconds.
 CX0491
 CX0491.The orthometric height was determined by differential leveling
 CX0491.and adjusted by the National Geodetic Survey in June 1991..
 CX0491
 CX0491.The geoid height was determined by GEOID03.
 CX0491
 CX0491.The dynamic height is computed by dividing the NAVD 88
 CX0491.geopotential number by the normal gravity value computed on the
 CX0491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0491.degrees latitude (g = 980.6199 gals.).
 CX0491
 CX0491.The modeled gravity was interpolated from observed gravity values.
 CX0491
 CX0491;                    North         East    Units  Estimated Accuracy
 CX0491;SPC NM C     -   155,530.      509,750.      MT  (+/- 180 meters Scaled)
 CX0491
 CX0491                          SUPERSEDED SURVEY CONTROL
 CX0491
 CX0491  NGVD 29 (??/??/92) 1282.458  (m)         4207.53   (f) ADJ UNCH    2 0
 CX0491
 CX0491.Superseded values are not recommended for survey control.
 CX0491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0491.See file dsdata.txt to determine how the superseded data were derived.
 CX0491
 CX0491_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR921856(NAD 83)
 CX0491_MARKER: DB = BENCH MARK DISK
 CX0491_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX0491_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CX0491_STAMPING: B 242 1952
 CX0491_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX0491+STABILITY: SURFACE MOTION
 CX0491
 CX0491  HISTORY     - Date     Condition        Report By
 CX0491  HISTORY     - 1952     MONUMENTED       CGS
 CX0491  HISTORY     - 1966     MARK NOT FOUND   NGS
 CX0491
 CX0491                          STATION DESCRIPTION
 CX0491
 CX0491'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CX0491'4.6 MI NW FROM OROGRANDE.
 CX0491'0.6 MILE SOUTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 CX0491'STATION AT OROGRANDE, THENCE 4.0 MILES NORTHWEST ALONG AN OILED ROAD,
 CX0491'300 FEET SOUTHEAST OF THE MOST SOUTHEASTERLY ONE OF A GROUP OF
 CX0491'MILITARY BARRACKS, 76 FEET NORTHEAST OF THE CENTER LINE OF AN OILED
 CX0491'ROAD, 86 FEET SOUTHEAST OF THE CENTER LINE OF A GRAVELED ROAD LEADING
 CX0491'NORTHEAST, 32 FEET NORTHEAST OF A TELEPHONE POLE, 2.6 FEET NORTHEAST
 CX0491'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 CX0491'0.7 FOOT ABOVE THE GROUND.
 CX0491
 CX0491                          STATION RECOVERY (1966)
 CX0491
 CX0491'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 CX0491'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0492 ***********************************************************************
 CX0492  DESIGNATION -  B 242 RESET
 CX0492  PID         -  CX0492
 CX0492  STATE/COUNTY-  NM/OTERO
 CX0492  USGS QUAD   -  ELEPHANT MOUNTAIN (1955)
 CX0492
 CX0492                         *CURRENT SURVEY CONTROL
 CX0492  ___________________________________________________________________
 CX0492* NAD 83(1986)-  32 24 10.     (N)    106 08 47.     (W)     SCALED    
 CX0492* NAVD 88     -      1283.886  (meters)    4212.22   (feet)  ADJUSTED  
 CX0492  ___________________________________________________________________
 CX0492  GEOID HEIGHT-         -23.16  (meters)                     GEOID03
 CX0492  DYNAMIC HT  -        1281.989 (meters)    4205.99  (feet)  COMP
 CX0492  MODELED GRAV-     979,116.7   (mgal)                       NAVD 88
 CX0492
 CX0492  VERT ORDER  -  FIRST     CLASS II
 CX0492
 CX0492.The horizontal coordinates were scaled from a topographic map and have
 CX0492.an estimated accuracy of +/- 6 seconds.
 CX0492
 CX0492.The orthometric height was determined by differential leveling
 CX0492.and adjusted by the National Geodetic Survey in June 1991..
 CX0492
 CX0492.The geoid height was determined by GEOID03.
 CX0492
 CX0492.The dynamic height is computed by dividing the NAVD 88
 CX0492.geopotential number by the normal gravity value computed on the
 CX0492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0492.degrees latitude (g = 980.6199 gals.).
 CX0492
 CX0492.The modeled gravity was interpolated from observed gravity values.
 CX0492
 CX0492;                    North         East    Units  Estimated Accuracy
 CX0492;SPC NM C     -   155,530.      509,750.      MT  (+/- 180 meters Scaled)
 CX0492
 CX0492                          SUPERSEDED SURVEY CONTROL
 CX0492
 CX0492  NGVD 29 (??/??/92) 1283.305  (m)         4210.31   (f) ADJ UNCH    1 2
 CX0492
 CX0492.Superseded values are not recommended for survey control.
 CX0492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0492.See file dsdata.txt to determine how the superseded data were derived.
 CX0492
 CX0492_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR921856(NAD 83)
 CX0492_MARKER: DB = BENCH MARK DISK
 CX0492_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX0492_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CX0492_STAMPING: B 242 RESET 1966
 CX0492_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX0492+STABILITY: SURFACE MOTION
 CX0492
 CX0492  HISTORY     - Date     Condition        Report By
 CX0492  HISTORY     - 1966     MONUMENTED       CGS
 CX0492
 CX0492                          STATION DESCRIPTION
 CX0492
 CX0492'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 CX0492'4.5 MI W FROM OROGRANDE.
 CX0492'ABOUT 0.6 MILE SOUTH ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 CX0492'STATION AT OROGRANDE, THENCE 3.9 MILES NORTHWEST ALONG A PAVED ROAD,
 CX0492'IN S 8, T 22 S, R 8 E, 0.1 MILE SOUTHEAST OF BUILDING T-8601, 94 FEET
 CX0492'NORTHEAST OF THE CENTER LINE OF THE ROAD, 53 FEET SOUTHWEST OF POWER
 CX0492'POLE 38-1, 9 FEET SOUTHEAST OF THE CENTER LINE OF A TRACK ROAD, 3.5
 CX0492'FEET NORTHEAST OF A METAL WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL
 CX0492'OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST ABOUT LEVEL WITH
 CX0492'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0481 ***********************************************************************
 CX0481  DESIGNATION -  B 243
 CX0481  PID         -  CX0481
 CX0481  STATE/COUNTY-  NM/OTERO
 CX0481  USGS QUAD   -  ELEPHANT MOUNTAIN (1955)
 CX0481
 CX0481                         *CURRENT SURVEY CONTROL
 CX0481  ___________________________________________________________________
 CX0481* NAD 83(1986)-  32 24 15.     (N)    106 10 51.     (W)     SCALED    
 CX0481* NAVD 88     -      1245.201  (meters)    4085.30   (feet)  ADJUSTED  
 CX0481  ___________________________________________________________________
 CX0481  GEOID HEIGHT-         -23.29  (meters)                     GEOID03
 CX0481  DYNAMIC HT  -        1243.363 (meters)    4079.27  (feet)  COMP
 CX0481  MODELED GRAV-     979,119.5   (mgal)                       NAVD 88
 CX0481
 CX0481  VERT ORDER  -  FIRST     CLASS II
 CX0481
 CX0481.The horizontal coordinates were scaled from a topographic map and have
 CX0481.an estimated accuracy of +/- 6 seconds.
 CX0481
 CX0481.The orthometric height was determined by differential leveling
 CX0481.and adjusted by the National Geodetic Survey in June 1991..
 CX0481
 CX0481.The geoid height was determined by GEOID03.
 CX0481
 CX0481.The dynamic height is computed by dividing the NAVD 88
 CX0481.geopotential number by the normal gravity value computed on the
 CX0481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0481.degrees latitude (g = 980.6199 gals.).
 CX0481
 CX0481.The modeled gravity was interpolated from observed gravity values.
 CX0481
 CX0481;                    North         East    Units  Estimated Accuracy
 CX0481;SPC NM C     -   155,680.      506,510.      MT  (+/- 180 meters Scaled)
 CX0481
 CX0481                          SUPERSEDED SURVEY CONTROL
 CX0481
 CX0481  NGVD 29 (??/??/92) 1244.625  (m)         4083.41   (f) ADJ UNCH    1 2
 CX0481
 CX0481.Superseded values are not recommended for survey control.
 CX0481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0481.See file dsdata.txt to determine how the superseded data were derived.
 CX0481
 CX0481_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR889858(NAD 83)
 CX0481_MARKER: DB = BENCH MARK DISK
 CX0481_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX0481_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CX0481_STAMPING: B 243 1952
 CX0481_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX0481+STABILITY: SURFACE MOTION
 CX0481
 CX0481  HISTORY     - Date     Condition        Report By
 CX0481  HISTORY     - 1952     MONUMENTED       CGS
 CX0481  HISTORY     - 1966     GOOD             NGS
 CX0481
 CX0481                          STATION DESCRIPTION
 CX0481
 CX0481'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 CX0481'6.6 MI W FROM OROGRANDE.
 CX0481'ABOUT 0.6 MILE SOUTH ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 CX0481'STATION AT OROGRANDE, THENCE 4.35 MILES NORTHWEST ALONG A PAVED ROAD,
 CX0481'THENCE 1.65 MILES WEST ALONG WHITE SANDS MISSILE RANGE ROUTE 2, IN S
 CX0481'12, T 22 S, R 7 E, 61 FEET NORTH OF THE CENTER LINE OF THE ROAD, 64
 CX0481'FEET SOUTHEAST OF THE 2ND POWER POLE WEST OF POWER POLE 370, 1.1 FEET
 CX0481'EAST OF A METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL WITH THE
 CX0481'ROAD, AND SET IN THE TOP OF A CONCRETE POST 5 INCHES BELOW THE LEVEL
 CX0481'OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0469 ***********************************************************************
 CX0469  DESIGNATION -  B 244
 CX0469  PID         -  CX0469
 CX0469  STATE/COUNTY-  NM/DONA ANA
 CX0469  USGS QUAD   -  WHITE SANDS (1955)
 CX0469
 CX0469                         *CURRENT SURVEY CONTROL
 CX0469  ___________________________________________________________________
 CX0469* NAD 83(1986)-  32 23 54.     (N)    106 22 38.     (W)     SCALED    
 CX0469* NAVD 88     -      1213.829  (meters)    3982.37   (feet)  ADJUSTED  
 CX0469  ___________________________________________________________________
 CX0469  GEOID HEIGHT-         -23.74  (meters)                     GEOID03
 CX0469  DYNAMIC HT  -        1212.007 (meters)    3976.39  (feet)  COMP
 CX0469  MODELED GRAV-     979,096.0   (mgal)                       NAVD 88
 CX0469
 CX0469  VERT ORDER  -  FIRST     CLASS II
 CX0469
 CX0469.The horizontal coordinates were scaled from a topographic map and have
 CX0469.an estimated accuracy of +/- 6 seconds.
 CX0469
 CX0469.The orthometric height was determined by differential leveling
 CX0469.and adjusted by the National Geodetic Survey in June 1991..
 CX0469
 CX0469.The geoid height was determined by GEOID03.
 CX0469
 CX0469.The dynamic height is computed by dividing the NAVD 88
 CX0469.geopotential number by the normal gravity value computed on the
 CX0469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0469.degrees latitude (g = 980.6199 gals.).
 CX0469
 CX0469.The modeled gravity was interpolated from observed gravity values.
 CX0469
 CX0469;                    North         East    Units  Estimated Accuracy
 CX0469;SPC NM C     -   155,040.      488,030.      MT  (+/- 180 meters Scaled)
 CX0469
 CX0469                          SUPERSEDED SURVEY CONTROL
 CX0469
 CX0469  NGVD 29 (??/??/92) 1213.229  (m)         3980.40   (f) ADJ UNCH    1 2
 CX0469
 CX0469.Superseded values are not recommended for survey control.
 CX0469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0469.See file dsdata.txt to determine how the superseded data were derived.
 CX0469
 CX0469_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR704854(NAD 83)
 CX0469_MARKER: DB = BENCH MARK DISK
 CX0469_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX0469_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CX0469_STAMPING: B 244 1952
 CX0469_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX0469+STABILITY: SURFACE MOTION
 CX0469
 CX0469  HISTORY     - Date     Condition        Report By
 CX0469  HISTORY     - 1952     MONUMENTED       CGS
 CX0469  HISTORY     - 1967     GOOD             NGS
 CX0469
 CX0469                          STATION DESCRIPTION
 CX0469
 CX0469'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 CX0469'6.15 MI E FROM W S M R HEADQUARTERS.
 CX0469'ABOUT 5.5 MILES EAST ALONG WHITE SANDS MISSILE RANGE ROUTE 2 FROM THE
 CX0469'WHITE SANDS MISSILE RANGE HEADQUARTERS BUILDING, THENCE 0.65 MILE
 CX0469'SOUTHEAST ALONG WHITE SANDS MISSILE RANGE ROUTE 2-A, IN S 13, T 22 S,
 CX0469'R 5 E, AT A CURVE IN THE ROAD, 59 FEET SOUTH OF THE CENTER LINE OF THE
 CX0469'ROAD, 82 FEET WEST OF THE CENTER LINE OF PAVED ROAD NUMBER 212, 131
 CX0469'YARDS SOUTHEAST OF THE SOUTHEAST CORNER OF CONCRETE BLOCK HOUSE 20810,
 CX0469'35 FEET NORTHEAST OF A POWER POLE, 1.0 FEET WEST OF A METAL WITNESS
 CX0469'POST, ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE ROAD, AND SET IN THE TOP
 CX0469'OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0674 ***********************************************************************
 CX0674  DESIGNATION -  B 245
 CX0674  PID         -  CX0674
 CX0674  STATE/COUNTY-  NM/DONA ANA
 CX0674  USGS QUAD   -  LAS CRUCES (1978)
 CX0674
 CX0674                         *CURRENT SURVEY CONTROL
 CX0674  ___________________________________________________________________
 CX0674* NAD 83(1986)-  32 16 05.     (N)    106 45 43.     (W)     SCALED    
 CX0674* NAVD 88     -      1183.218  (meters)    3881.94   (feet)  ADJUSTED  
 CX0674  ___________________________________________________________________
 CX0674  GEOID HEIGHT-         -23.95  (meters)                     GEOID03
 CX0674  DYNAMIC HT  -        1181.465 (meters)    3876.19  (feet)  COMP
 CX0674  MODELED GRAV-     979,116.6   (mgal)                       NAVD 88
 CX0674
 CX0674  VERT ORDER  -  FIRST     CLASS II
 CX0674
 CX0674.The horizontal coordinates were scaled from a topographic map and have
 CX0674.an estimated accuracy of +/- 6 seconds.
 CX0674
 CX0674.The orthometric height was determined by differential leveling
 CX0674.and adjusted by the National Geodetic Survey in June 1991..
 CX0674
 CX0674.The geoid height was determined by GEOID03.
 CX0674
 CX0674.The dynamic height is computed by dividing the NAVD 88
 CX0674.geopotential number by the normal gravity value computed on the
 CX0674.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0674.degrees latitude (g = 980.6199 gals.).
 CX0674
 CX0674.The modeled gravity was interpolated from observed gravity values.
 CX0674
 CX0674;                    North         East    Units  Estimated Accuracy
 CX0674;SPC NM C     -   140,700.      451,770.      MT  (+/- 180 meters Scaled)
 CX0674
 CX0674                          SUPERSEDED SURVEY CONTROL
 CX0674
 CX0674  NGVD 29 (??/??/92) 1182.686  (m)         3880.20   (f) ADJ UNCH    1 2
 CX0674
 CX0674.Superseded values are not recommended for survey control.
 CX0674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0674.See file dsdata.txt to determine how the superseded data were derived.
 CX0674
 CX0674_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR340715(NAD 83)
 CX0674_MARKER: DB = BENCH MARK DISK
 CX0674_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CX0674_SP_SET: CULVERT
 CX0674_STAMPING: B 245 1952
 CX0674_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX0674
 CX0674  HISTORY     - Date     Condition        Report By
 CX0674  HISTORY     - 1952     MONUMENTED       CGS
 CX0674  HISTORY     - 1954     GOOD             NGS
 CX0674  HISTORY     - 1981     GOOD             NGS
 CX0674
 CX0674                          STATION DESCRIPTION
 CX0674
 CX0674'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CX0674'0.7 MI SE FROM MESILLA PARK.
 CX0674'0.7 MILE SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 CX0674'FROM THE STATION AT MESILLA PARK, AT A ROAD CROSSING, 117 FEET
 CX0674'SOUTHEAST OF THE CENTER LINE OF THE ROAD WHICH CROSSES THE RAILROAD,
 CX0674'58.5 FEET NORTHEAST OF THE NORTHEAST RAIL, 26.5 FEET SOUTHWEST OF THE
 CX0674'CENTER LINE OF U.S. HIGHWAYS 80 AND 85, 28 FEET SOUTHEAST OF THE
 CX0674'EXTENDED CENTER LINE OF A ROAD LEADING NORTHEAST, 18 FEET NORTHEAST OF
 CX0674'A FENCE, SET IN THE TOP OF THE NORTHWEST END OF THE SOUTHWEST HEADWALL
 CX0674'OF AN IRRIGATION CULVERT UNDER THE HIGHWAY.
 CX0674
 CX0674                          STATION RECOVERY (1954)
 CX0674
 CX0674'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 CX0674'RECOVERED IN GOOD CONDITION.
 CX0674
 CX0674                          STATION RECOVERY (1981)
 CX0674
 CX0674'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CX0674'1.0 KM (0.6 MI) SOUTHEAST ALONG STATE HIGHWAY 478 (SOUTH MAIN STREET)
 CX0674'FROM THE POST OFFICE IN MISILLA PARK, AT THE CROSSING OF TORTUGAS
 CX0674'ROAD (COUNTY ROAD C 23), ACROSS THE HIGHWAY FROM A CIRCLE K STORE,
 CX0674'IN TOP OF THE NORTHWEST END OF THE SOUTHWEST HEADWALL OF A CONCRETE
 CX0674'CULVERT, 27.4 METERS (90.0 FT) SOUTHEAST OF THE CENTERLINE OF THE
 CX0674'ROAD, 17.8 METERS (58.5 FT) NORTHEAST OF THE NEAR RAIL OF THE
 CX0674'ATCHISON, TOPEKA AND SANTA FE RAILROAD AND 8.1 METERS (26.5 FT)
 CX0674'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY.
 CX0674'THE MARK IS 0.6 METERS  SE FROM A WITNESS POST.
 CX0674'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB3831 ***********************************************************************
 AB3831  DESIGNATION -  B 245 RESET
 AB3831  PID         -  AB3831
 AB3831  STATE/COUNTY-  NM/DONA ANA
 AB3831  USGS QUAD   -  LAS CRUCES (1978)
 AB3831
 AB3831                         *CURRENT SURVEY CONTROL
 AB3831  ___________________________________________________________________
 AB3831* NAD 83(1986)-  32 16 05.     (N)    106 45 43.     (W)     SCALED    
 AB3831* NAVD 88     -      1182.56   (meters)    3879.8    (feet)  RESET     
 AB3831  ___________________________________________________________________
 AB3831  GEOID HEIGHT-         -23.95  (meters)                     GEOID03
 AB3831
 AB3831  VERT ORDER  -  THIRD
 AB3831
 AB3831.The horizontal coordinates were scaled from a topographic map and have
 AB3831.an estimated accuracy of +/- 6 seconds.
 AB3831
 AB3831.The orthometric height was computed from unverified reset data.
 AB3831
 AB3831.The geoid height was determined by GEOID03.
 AB3831
 AB3831;                    North         East    Units  Estimated Accuracy
 AB3831;SPC NM C     -   140,700.      451,770.      MT  (+/- 180 meters Scaled)
 AB3831
 AB3831                          SUPERSEDED SURVEY CONTROL
 AB3831
 AB3831.No superseded survey control is available for this station.
 AB3831
 AB3831_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR340715(NAD 83)
 AB3831_MARKER: DV = VERTICAL CONTROL DISK
 AB3831_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB3831_STAMPING: B 245 RESET 1995
 AB3831_MARK LOGO: NGS   
 AB3831_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB3831_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB3831+STABILITY: SURFACE MOTION
 AB3831
 AB3831  HISTORY     - Date     Condition        Report By
 AB3831  HISTORY     - 1995     MONUMENTED       NMHD
 AB3831
 AB3831                          STATION DESCRIPTION
 AB3831
 AB3831'DESCRIBED BY NM HIGHWAY DEPT 1995 (RPG)
 AB3831'THE STATION IS LOCATED ABOUT 0.6 MI (1.0 KM) SOUTHEAST OF MESILLA
 AB3831'PARK.  TO REACH THE STATION FROM THE POST OFFICE IN MESILLA PARK, GO
 AB3831'SOUTHEAST ON STATE HIGHWAY 478 (SOUTH MAIN STREET) FOR 0.6 MI (1.0 KM)
 AB3831'TO THE STATION ON THE LEFT.  THE STATION IS AT THE SOUTHWEST CORNER OF
 AB3831'A TRAILER PARK,  10.0 M (32.8 FT) EAST OF THE CENTERLINE OF HIGHWAY
 AB3831'478, IN TOP OF A SQUARE CONCRETE MONUMENT SET FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0243 ***********************************************************************
 CE0243  DESIGNATION -  B 246
 CE0243  PID         -  CE0243
 CE0243  STATE/COUNTY-  NM/DONA ANA
 CE0243  USGS QUAD   -  LA UNION (1995)
 CE0243
 CE0243                         *CURRENT SURVEY CONTROL
 CE0243  ___________________________________________________________________
 CE0243* NAD 83(1986)-  31 57 18.     (N)    106 38 29.     (W)     SCALED    
 CE0243* NAVD 88     -      1152.953  (meters)    3782.65   (feet)  ADJUSTED  
 CE0243  ___________________________________________________________________
 CE0243  GEOID HEIGHT-         -24.07  (meters)                     GEOID03
 CE0243  DYNAMIC HT  -        1151.230 (meters)    3776.99  (feet)  COMP
 CE0243  MODELED GRAV-     979,105.5   (mgal)                       NAVD 88
 CE0243
 CE0243  VERT ORDER  -  SECOND    CLASS 0
 CE0243
 CE0243.The horizontal coordinates were scaled from a topographic map and have
 CE0243.an estimated accuracy of +/- 6 seconds.
 CE0243
 CE0243.The orthometric height was determined by differential leveling
 CE0243.and adjusted by the National Geodetic Survey in June 1991..
 CE0243
 CE0243.The geoid height was determined by GEOID03.
 CE0243
 CE0243.The dynamic height is computed by dividing the NAVD 88
 CE0243.geopotential number by the normal gravity value computed on the
 CE0243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0243.degrees latitude (g = 980.6199 gals.).
 CE0243
 CE0243.The modeled gravity was interpolated from observed gravity values.
 CE0243
 CE0243;                    North         East    Units  Estimated Accuracy
 CE0243;SPC NM C     -   105,950.      463,000.      MT  (+/- 180 meters Scaled)
 CE0243
 CE0243                          SUPERSEDED SURVEY CONTROL
 CE0243
 CE0243  NGVD 29 (??/??/92) 1152.430  (m)         3780.93   (f) ADJ UNCH    2 0
 CE0243
 CE0243.Superseded values are not recommended for survey control.
 CE0243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0243.See file dsdata.txt to determine how the superseded data were derived.
 CE0243
 CE0243_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR448366(NAD 83)
 CE0243_MARKER: DB = BENCH MARK DISK
 CE0243_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CE0243_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CE0243_STAMPING: B 246 1952
 CE0243_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CE0243+STABILITY: SURFACE MOTION
 CE0243
 CE0243  HISTORY     - Date     Condition        Report By
 CE0243  HISTORY     - 1952     MONUMENTED       CGS
 CE0243
 CE0243                          STATION DESCRIPTION
 CE0243
 CE0243'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CE0243'IN NEW LA UNION.
 CE0243'AT NEW LA UNION, 51 FEET NORTHEAST OF THE CENTER LINE OF STATE HIGHWAY
 CE0243'28, 6.3 FEET EAST OF THE SOUTH CORNER OF THE POST OFFICE, 2.7 FEET
 CE0243'SOUTHEAST OF THE SOUTHEAST WALL OF THE BUILDING, SET IN THE TOP OF A
 CE0243'CONCRETE POST WHICH PROJECTS 0.1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0846 ***********************************************************************
 CX0846  DESIGNATION -  B 247
 CX0846  PID         -  CX0846
 CX0846  STATE/COUNTY-  NM/DONA ANA
 CX0846  USGS QUAD   -  RINCON (1978)
 CX0846
 CX0846                         *CURRENT SURVEY CONTROL
 CX0846  ___________________________________________________________________
 CX0846* NAD 83(1986)-  32 38 38.     (N)    107 01 33.     (W)     SCALED    
 CX0846* NAVD 88     -      1224.025  (meters)    4015.82   (feet)  ADJUSTED  
 CX0846  ___________________________________________________________________
 CX0846  GEOID HEIGHT-         -23.83  (meters)                     GEOID03
 CX0846  DYNAMIC HT  -        1222.223 (meters)    4009.91  (feet)  COMP
 CX0846  MODELED GRAV-     979,124.2   (mgal)                       NAVD 88
 CX0846
 CX0846  VERT ORDER  -  FIRST     CLASS II
 CX0846
 CX0846.The horizontal coordinates were scaled from a topographic map and have
 CX0846.an estimated accuracy of +/- 6 seconds.
 CX0846
 CX0846.The orthometric height was determined by differential leveling
 CX0846.and adjusted by the National Geodetic Survey in June 1991..
 CX0846
 CX0846.The geoid height was determined by GEOID03.
 CX0846
 CX0846.The dynamic height is computed by dividing the NAVD 88
 CX0846.geopotential number by the normal gravity value computed on the
 CX0846.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0846.degrees latitude (g = 980.6199 gals.).
 CX0846
 CX0846.The modeled gravity was interpolated from observed gravity values.
 CX0846
 CX0846;                    North         East    Units  Estimated Accuracy
 CX0846;SPC NM C     -   182,530.      427,210.      MT  (+/- 180 meters Scaled)
 CX0846
 CX0846                          SUPERSEDED SURVEY CONTROL
 CX0846
 CX0846  NGVD 29 (??/??/92) 1223.447  (m)         4013.93   (f) ADJ UNCH    1 2
 CX0846
 CX0846.Superseded values are not recommended for survey control.
 CX0846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0846.See file dsdata.txt to determine how the superseded data were derived.
 CX0846
 CX0846_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS099136(NAD 83)
 CX0846_MARKER: DB = BENCH MARK DISK
 CX0846_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX0846_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CX0846_STAMPING: B 247 1952
 CX0846_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX0846+STABILITY: SURFACE MOTION
 CX0846
 CX0846  HISTORY     - Date     Condition        Report By
 CX0846  HISTORY     - 1952     MONUMENTED       CGS
 CX0846
 CX0846                          STATION DESCRIPTION
 CX0846
 CX0846'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CX0846'3.4 MI SE FROM RINCON.
 CX0846'3.4 MILES SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTE FE RAILROAD
 CX0846'FROM THE STATION AT RINCON, 4 POLES NORTHWEST OF MILEPOST 1083, 94
 CX0846'FEET SOUTHWEST OF THE SOUTHWEST RAIL, 7.5 FEET NORTHEAST OF A FENCE,
 CX0846'2.5 FEET NORTHWEST OF A WITNESS POST, 12 FEET BELOW THE TOP OF THE
 CX0846'RAILS, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.7 FOOT
 CX0846'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0105 ***********************************************************************
 CX0105  DESIGNATION -  B 248
 CX0105  PID         -  CX0105
 CX0105  STATE/COUNTY-  NM/OTERO
 CX0105  USGS QUAD   -  FOSTER LAKE (1982)
 CX0105
 CX0105                         *CURRENT SURVEY CONTROL
 CX0105  ___________________________________________________________________
 CX0105* NAD 83(1986)-  32 44 21.     (N)    106 12 19.     (W)     SCALED    
 CX0105* NAVD 88     -      1210.731  (meters)    3972.21   (feet)  ADJUSTED  
 CX0105  ___________________________________________________________________
 CX0105  GEOID HEIGHT-         -23.18  (meters)                     GEOID03
 CX0105  DYNAMIC HT  -        1208.975 (meters)    3966.45  (feet)  COMP
 CX0105  MODELED GRAV-     979,146.3   (mgal)                       NAVD 88
 CX0105
 CX0105  VERT ORDER  -  FIRST     CLASS II
 CX0105
 CX0105.The horizontal coordinates were scaled from a topographic map and have
 CX0105.an estimated accuracy of +/- 6 seconds.
 CX0105
 CX0105.The orthometric height was determined by differential leveling
 CX0105.and adjusted by the National Geodetic Survey in June 1991..
 CX0105
 CX0105.The geoid height was determined by GEOID03.
 CX0105
 CX0105.The dynamic height is computed by dividing the NAVD 88
 CX0105.geopotential number by the normal gravity value computed on the
 CX0105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0105.degrees latitude (g = 980.6199 gals.).
 CX0105
 CX0105.The modeled gravity was interpolated from observed gravity values.
 CX0105
 CX0105;                    North         East    Units  Estimated Accuracy
 CX0105;SPC NM C     -   192,830.      504,190.      MT  (+/- 180 meters Scaled)
 CX0105
 CX0105                          SUPERSEDED SURVEY CONTROL
 CX0105
 CX0105  NGVD 29 (??/??/92) 1210.157  (m)         3970.32   (f) ADJ UNCH    1 2
 CX0105
 CX0105.Superseded values are not recommended for survey control.
 CX0105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0105.See file dsdata.txt to determine how the superseded data were derived.
 CX0105
 CX0105_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS870230(NAD 83)
 CX0105_MARKER: DB = BENCH MARK DISK
 CX0105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX0105_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CX0105_STAMPING: B 248 1952
 CX0105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX0105+STABILITY: SURFACE MOTION
 CX0105
 CX0105  HISTORY     - Date     Condition        Report By
 CX0105  HISTORY     - 1952     MONUMENTED       CGS
 CX0105  HISTORY     - 1966     GOOD             NGS
 CX0105
 CX0105                          STATION DESCRIPTION
 CX0105
 CX0105'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 CX0105'3.7 MI WSW FROM WHITE SANDS NATL MON HDQ.
 CX0105'FROM THE WHITE SANDS NATIONAL MONUMENT HEADQUARTERS FOLLOW U.S.
 CX0105'HIGHWAY 70, SOUTH SOUTHWEST, 4.4 MILES TO A GRAVELED ROAD, GATE AND
 CX0105'CATTLEGUARD ON THE RIGHT.  TURN RIGHT, PASS THROUGH GATE AND FOLLOW
 CX0105'GRAVELED ROAD NORTHWEST 0.5 MILE TO OLD U. S. HIGHWAY 70.  TURN LEFT
 CX0105'AND FOLLOW OLD U. S. HIGHWAY 70 NORTHEAST 0.75 MILE TO BENCH MARK ON
 CX0105'THE SOUTHEAST SIDE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0528 ***********************************************************************
 DR0528  DESIGNATION -  B 25 RESET
 DR0528  PID         -  DR0528
 DR0528  STATE/COUNTY-  NM/LINCOLN
 DR0528  USGS QUAD   -  SUNSET (1988)
 DR0528
 DR0528                         *CURRENT SURVEY CONTROL
 DR0528  ___________________________________________________________________
 DR0528* NAD 83(1986)-  33 21 08.     (N)    105 01 27.     (W)     SCALED    
 DR0528* NAVD 88     -      1546.40   (+/-2cm)    5073.5    (feet)  VERTCON   
 DR0528  ___________________________________________________________________
 DR0528  GEOID HEIGHT-         -21.92  (meters)                     GEOID03
 DR0528
 DR0528  VERT ORDER  -  FIRST     CLASS II (See Below)
 DR0528
 DR0528.The horizontal coordinates were scaled from a topographic map and have
 DR0528.an estimated accuracy of +/- 6 seconds.
 DR0528
 DR0528.The NAVD 88 height was computed by applying the VERTCON shift value to
 DR0528.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DR0528.The vertical order pertains to the NGVD 29 superseded value.
 DR0528
 DR0528.The geoid height was determined by GEOID03.
 DR0528
 DR0528;                    North         East    Units  Estimated Accuracy
 DR0528;SPC NM C     -   261,480.      614,090.      MT  (+/- 180 meters Scaled)
 DR0528
 DR0528                          SUPERSEDED SURVEY CONTROL
 DR0528
 DR0528  NGVD 29 (??/??/92) 1545.754  (m)         5071.36   (f) ADJ UNCH    1 2
 DR0528
 DR0528.Superseded values are not recommended for survey control.
 DR0528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0528.See file dsdata.txt to determine how the superseded data were derived.
 DR0528
 DR0528_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDS977903(NAD 83)
 DR0528_MARKER: DB = BENCH MARK DISK
 DR0528_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR0528_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DR0528_STAMPING: B 25 RESET 1960
 DR0528_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR0528+STABILITY: SURFACE MOTION
 DR0528
 DR0528  HISTORY     - Date     Condition        Report By
 DR0528  HISTORY     - 1960     MONUMENTED       CGS
 DR0528  HISTORY     - 1961     GOOD             NGS
 DR0528
 DR0528                          STATION DESCRIPTION
 DR0528
 DR0528'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 DR0528'2.95 MI E FROM RIVERSIDE.
 DR0528'2.95 MILES EAST ALONG U.S. HIGHWAYS 70 AND 380 FROM THE CHEVRON GAS
 DR0528'STATION AT RIVERSIDE, 126 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 DR0528'78 FEET NORTHEAST OF A TELEPHONE POLE NUMBER 7, 4 FEET BELOW THE LEVEL
 DR0528'OF THE HIGHWAY, 2 FEET SOUTH OF THE RIGHT OF WAY FENCE, SET IN THE TOP
 DR0528'OF A SQUARE CONCRETE POST, PROJECTING 10 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1030 ***********************************************************************
 CX1030  DESIGNATION -  B 250
 CX1030  PID         -  CX1030
 CX1030  STATE/COUNTY-  NM/LUNA
 CX1030  USGS QUAD   -  DEMING WEST (1972)
 CX1030
 CX1030                         *CURRENT SURVEY CONTROL
 CX1030  ___________________________________________________________________
 CX1030* NAD 83(1986)-  32 16 48.     (N)    107 47 11.     (W)     SCALED    
 CX1030* NAVD 88     -      1330.958  (meters)    4366.65   (feet)  ADJUSTED  
 CX1030  ___________________________________________________________________
 CX1030  GEOID HEIGHT-         -24.56  (meters)                     GEOID03
 CX1030  DYNAMIC HT  -        1328.946 (meters)    4360.05  (feet)  COMP
 CX1030  MODELED GRAV-     979,081.4   (mgal)                       NAVD 88
 CX1030
 CX1030  VERT ORDER  -  FIRST     CLASS II
 CX1030
 CX1030.The horizontal coordinates were scaled from a topographic map and have
 CX1030.an estimated accuracy of +/- 6 seconds.
 CX1030
 CX1030.The orthometric height was determined by differential leveling
 CX1030.and adjusted by the National Geodetic Survey in June 1991..
 CX1030
 CX1030.The geoid height was determined by GEOID03.
 CX1030
 CX1030.The dynamic height is computed by dividing the NAVD 88
 CX1030.geopotential number by the normal gravity value computed on the
 CX1030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX1030.degrees latitude (g = 980.6199 gals.).
 CX1030
 CX1030.The modeled gravity was interpolated from observed gravity values.
 CX1030
 CX1030;                    North         East    Units  Estimated Accuracy
 CX1030;SPC NM W     -   141,920.      834,420.      MT  (+/- 180 meters Scaled)
 CX1030
 CX1030                          SUPERSEDED SURVEY CONTROL
 CX1030
 CX1030  NGVD 29 (??/??/92) 1330.265  (m)         4364.38   (f) ADJ UNCH    1 2
 CX1030
 CX1030.Superseded values are not recommended for survey control.
 CX1030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1030.See file dsdata.txt to determine how the superseded data were derived.
 CX1030
 CX1030_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBR375748(NAD 83)
 CX1030_MARKER: DB = BENCH MARK DISK
 CX1030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX1030_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CX1030_STAMPING: B 250 1952
 CX1030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX1030+STABILITY: SURFACE MOTION
 CX1030
 CX1030  HISTORY     - Date     Condition        Report By
 CX1030  HISTORY     - 1952     MONUMENTED       CGS
 CX1030
 CX1030                          STATION DESCRIPTION
 CX1030
 CX1030'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CX1030'2.1 MI NW FROM DEMING.
 CX1030'2.1 MILES NORTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 CX1030'FROM THE STATION AT DEMING, 4 POLES NORTHWEST OF MILEPOST 1, 43 FEET
 CX1030'NORTHEAST OF THE NORTHEAST RAIL, 10 FEET WEST OF A TELEGRAPH POLE, 3
 CX1030'FEET SOUTHWEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 CX1030'WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0018 ***********************************************************************
 CY0018  DESIGNATION -  B 251
 CY0018  PID         -  CY0018
 CY0018  STATE/COUNTY-  NM/GRANT
 CY0018  USGS QUAD   -  WHITEWATER (1992)
 CY0018
 CY0018                         *CURRENT SURVEY CONTROL
 CY0018  ___________________________________________________________________
 CY0018* NAD 83(1986)-  32 35 53.     (N)    108 09 38.     (W)     SCALED    
 CY0018* NAVD 88     -      1585.027  (meters)    5200.21   (feet)  ADJUSTED  
 CY0018  ___________________________________________________________________
 CY0018  GEOID HEIGHT-         -24.21  (meters)                     GEOID03
 CY0018  DYNAMIC HT  -        1582.554 (meters)    5192.10  (feet)  COMP
 CY0018  MODELED GRAV-     979,022.7   (mgal)                       NAVD 88
 CY0018
 CY0018  VERT ORDER  -  FIRST     CLASS II
 CY0018
 CY0018.The horizontal coordinates were scaled from a topographic map and have
 CY0018.an estimated accuracy of +/- 6 seconds.
 CY0018
 CY0018.The orthometric height was determined by differential leveling
 CY0018.and adjusted by the National Geodetic Survey in June 1991..
 CY0018
 CY0018.The geoid height was determined by GEOID03.
 CY0018
 CY0018.The dynamic height is computed by dividing the NAVD 88
 CY0018.geopotential number by the normal gravity value computed on the
 CY0018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0018.degrees latitude (g = 980.6199 gals.).
 CY0018
 CY0018.The modeled gravity was interpolated from observed gravity values.
 CY0018
 CY0018;                    North         East    Units  Estimated Accuracy
 CY0018;SPC NM W     -   177,230.      799,290.      MT  (+/- 180 meters Scaled)
 CY0018
 CY0018                          SUPERSEDED SURVEY CONTROL
 CY0018
 CY0018  NGVD 29 (??/??/92) 1584.180  (m)         5197.43   (f) ADJ UNCH    1 2
 CY0018
 CY0018.Superseded values are not recommended for survey control.
 CY0018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0018.See file dsdata.txt to determine how the superseded data were derived.
 CY0018
 CY0018_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYB664102(NAD 83)
 CY0018_MARKER: DB = BENCH MARK DISK
 CY0018_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0018_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0018_STAMPING: B 251 1952
 CY0018_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0018+STABILITY: SURFACE MOTION
 CY0018
 CY0018  HISTORY     - Date     Condition        Report By
 CY0018  HISTORY     - 1952     MONUMENTED       CGS
 CY0018
 CY0018                          STATION DESCRIPTION
 CY0018
 CY0018'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CY0018'14.4 MI SE FROM SILVER CITY.
 CY0018'14.4 MILES SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 CY0018'FROM THE STATION AT SILVER CITY, 92 FEET NORTHEAST OF THE NORTHEAST
 CY0018'RAIL, 48 FEET NORTHEAST OF THE 6TH POLE NORTHWEST OF MILEPOST 32, 6
 CY0018'FEET SOUTHWEST OF A FENCE, 3 FEET SOUTHEAST OF A WITNESS POST, SET IN
 CY0018'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1065 ***********************************************************************
 CX1065  DESIGNATION -  B 253
 CX1065  PID         -  CX1065
 CX1065  STATE/COUNTY-  NM/LUNA
 CX1065  USGS QUAD   -  DEMING WEST (1972)
 CX1065
 CX1065                         *CURRENT SURVEY CONTROL
 CX1065  ___________________________________________________________________
 CX1065* NAD 83(1986)-  32 15 55.     (N)    107 48 22.     (W)     SCALED    
 CX1065* NAVD 88     -      1335.741  (meters)    4382.34   (feet)  ADJUSTED  
 CX1065  ___________________________________________________________________
 CX1065  GEOID HEIGHT-         -24.58  (meters)                     GEOID03
 CX1065  DYNAMIC HT  -        1333.725 (meters)    4375.73  (feet)  COMP
 CX1065  MODELED GRAV-     979,082.9   (mgal)                       NAVD 88
 CX1065
 CX1065  VERT ORDER  -  FIRST     CLASS II
 CX1065
 CX1065.The horizontal coordinates were scaled from a topographic map and have
 CX1065.an estimated accuracy of +/- 6 seconds.
 CX1065
 CX1065.The orthometric height was determined by differential leveling
 CX1065.and adjusted by the National Geodetic Survey in June 1991..
 CX1065
 CX1065.The geoid height was determined by GEOID03.
 CX1065
 CX1065.The dynamic height is computed by dividing the NAVD 88
 CX1065.geopotential number by the normal gravity value computed on the
 CX1065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX1065.degrees latitude (g = 980.6199 gals.).
 CX1065
 CX1065.The modeled gravity was interpolated from observed gravity values.
 CX1065
 CX1065;                    North         East    Units  Estimated Accuracy
 CX1065;SPC NM W     -   140,280.      832,570.      MT  (+/- 180 meters Scaled)
 CX1065
 CX1065                          SUPERSEDED SURVEY CONTROL
 CX1065
 CX1065  NGVD 29 (??/??/92) 1335.063  (m)         4380.12   (f) ADJ UNCH    1 2
 CX1065
 CX1065.Superseded values are not recommended for survey control.
 CX1065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1065.See file dsdata.txt to determine how the superseded data were derived.
 CX1065
 CX1065_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBR356732(NAD 83)
 CX1065_MARKER: DB = BENCH MARK DISK
 CX1065_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CX1065_SP_SET: BRIDGE
 CX1065_STAMPING: B 253 1952
 CX1065_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CX1065
 CX1065  HISTORY     - Date     Condition        Report By
 CX1065  HISTORY     - 1952     MONUMENTED       CGS
 CX1065  HISTORY     - 1980     GOOD             NGS
 CX1065
 CX1065                          STATION DESCRIPTION
 CX1065
 CX1065'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CX1065'3.0 MI W FROM DEMING.
 CX1065'3.0 MILES WEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATION AT
 CX1065'DEMING, 2 POLES EAST OF MILEPOST 1205, 7 FEET SOUTH OF THE SOUTH RAIL,
 CX1065'1.5 FEET BELOW THE TOP OF THE RAILS, SET IN THE TOP OF THE SOUTH END
 CX1065'OF THE WEST ABUTMENT OF BRIDGE 1205.09.
 CX1065
 CX1065                          STATION RECOVERY (1980)
 CX1065
 CX1065'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CX1065'4.7 KILOMETERS (2.9 MILES) WEST ALONG THE SOUTHERN PACIFIC RAILROAD
 CX1065'FROM ITS STATION IN DEMING, SET IN TOP OF THE SOUTH END OF THE WEST
 CX1065'ABUTMENT OF RAILROAD BRIDGE 1205.09, 0.1 KILOMETER (0.05 MILE) EAST
 CX1065'OF MILE POST 1205, 1.9 METERS (6.4 FEET) SOUTH OF THE SOUTH RAIL
 CX1065'AND 0.2 METER (0.6 FEET) NORTH OF THE SOUTH END OF THE ABUTMENT.
 CX1065'THE MARK IS 0.5 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0090 ***********************************************************************
 DR0090  DESIGNATION -  B 254
 DR0090  PID         -  DR0090
 DR0090  STATE/COUNTY-  NM/CHAVES
 DR0090  USGS QUAD   -  SOUTH SPRING (1975)
 DR0090
 DR0090                         *CURRENT SURVEY CONTROL
 DR0090  ___________________________________________________________________
 DR0090* NAD 83(1986)-  33 20 46.     (N)    104 28 52.     (W)     SCALED    
 DR0090* NAVD 88     -      1088.187  (meters)    3570.16   (feet)  ADJUSTED  
 DR0090  ___________________________________________________________________
 DR0090  GEOID HEIGHT-         -23.19  (meters)                     GEOID03
 DR0090  DYNAMIC HT  -        1086.705 (meters)    3565.30  (feet)  COMP
 DR0090  MODELED GRAV-     979,238.7   (mgal)                       NAVD 88
 DR0090
 DR0090  VERT ORDER  -  FIRST     CLASS II
 DR0090
 DR0090.The horizontal coordinates were scaled from a topographic map and have
 DR0090.an estimated accuracy of +/- 6 seconds.
 DR0090
 DR0090.The orthometric height was determined by differential leveling
 DR0090.and adjusted by the National Geodetic Survey in June 1991..
 DR0090
 DR0090.The geoid height was determined by GEOID03.
 DR0090
 DR0090.The dynamic height is computed by dividing the NAVD 88
 DR0090.geopotential number by the normal gravity value computed on the
 DR0090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0090.degrees latitude (g = 980.6199 gals.).
 DR0090
 DR0090.The modeled gravity was interpolated from observed gravity values.
 DR0090
 DR0090;                    North         East    Units  Estimated Accuracy
 DR0090;SPC NM E     -   260,150.      151,250.      MT  (+/- 180 meters Scaled)
 DR0090
 DR0090                          SUPERSEDED SURVEY CONTROL
 DR0090
 DR0090.No superseded survey control is available for this station.
 DR0090
 DR0090_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES482897(NAD 83)
 DR0090_MARKER: DB = BENCH MARK DISK
 DR0090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR0090_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DR0090_STAMPING: B 254 1957
 DR0090_MARK LOGO: CGS   
 DR0090_PROJECTION: PROJECTING 10 CENTIMETERS
 DR0090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR0090+STABILITY: SURFACE MOTION
 DR0090_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR0090+SATELLITE: SATELLITE OBSERVATIONS - July 09, 2005
 DR0090
 DR0090  HISTORY     - Date     Condition        Report By
 DR0090  HISTORY     - 1957     MONUMENTED       CGS
 DR0090  HISTORY     - 1982     GOOD             NGS
 DR0090  HISTORY     - 20050709 GOOD             USPSQD
 DR0090
 DR0090                          STATION DESCRIPTION
 DR0090
 DR0090'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 DR0090'4.3 MI SE FROM ROSWELL.
 DR0090'ABOUT 4.3 MILES SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 DR0090'RAILWAY FROM THE STATION AT ROSWELL, 3 1/2 POLES SOUTHEAST OF MILEPOST
 DR0090'112, 45 1/2 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 6 RAILS NORTHWEST OF
 DR0090'A PRIVATE ROAD CROSSING, 8 1/2 FEET SOUTH OF A TELEPHONE POLE, 1 1/2
 DR0090'FEET NORTHEAST OF A FENCE, 2 FEET NORTHWEST OF A WHITE WOODEN WITNESS
 DR0090'POST, 1 1/2 FEET BELOW THE LEVEL OF THE TRACK, AND IN THE TOP OF A
 DR0090'CONCRETE POST PROJECTING 5 INCHES.
 DR0090
 DR0090                          STATION RECOVERY (1982)
 DR0090
 DR0090'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 DR0090'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  6.9 KM (4.3 MI
 DR0090'SOUTHERLY ALONG THE SANTA FE RAILROAD FROM THE RAILROAD STATION IN
 DR0090'ROSWELL, 0.5 KM (0.3 MI) SOUTH OF A CROSSROADS, 0.2 KM (0.1 MI) SOUTH
 DR0090'OF RAILROAD MILEPOST 112 AND HIGHWAY MILEPOST 39, 13.9 METERS (45.6
 DR0090'FT) SOUTHWEST OF THE NEAR RAIL, 2.7 METERS (8.9 FT) SOUTH OF A UTILITY
 DR0090'POLE AND 0.5 METER (1.6 FT) NORTHEAST OF A FENCE.
 DR0090'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 DR0090'THE MARK IS 0.6 M BELOW THE TRACKS.
 DR0090
 DR0090                          STATION RECOVERY (2005)
 DR0090
 DR0090'RECOVERY NOTE BY US POWER SQUADRON 2005 (BJK)
 DR0090'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0004 ***********************************************************************
 CW0004  DESIGNATION -  B 255
 CW0004  PID         -  CW0004
 CW0004  STATE/COUNTY-  NM/CHAVES
 CW0004  USGS QUAD   -  ARTESIA NE (1955)
 CW0004
 CW0004                         *CURRENT SURVEY CONTROL
 CW0004  ___________________________________________________________________
 CW0004* NAD 83(1986)-  32 59 00.     (N)    104 22 22.     (W)     SCALED    
 CW0004* NAVD 88     -      1022.533  (meters)    3354.76   (feet)  ADJUSTED  
 CW0004  ___________________________________________________________________
 CW0004  GEOID HEIGHT-         -23.11  (meters)                     GEOID03
 CW0004  DYNAMIC HT  -        1021.129 (meters)    3350.15  (feet)  COMP
 CW0004  MODELED GRAV-     979,230.6   (mgal)                       NAVD 88
 CW0004
 CW0004  VERT ORDER  -  FIRST     CLASS II
 CW0004
 CW0004.The horizontal coordinates were scaled from a topographic map and have
 CW0004.an estimated accuracy of +/- 6 seconds.
 CW0004
 CW0004.The orthometric height was determined by differential leveling
 CW0004.and adjusted by the National Geodetic Survey in June 1991..
 CW0004
 CW0004.The geoid height was determined by GEOID03.
 CW0004
 CW0004.The dynamic height is computed by dividing the NAVD 88
 CW0004.geopotential number by the normal gravity value computed on the
 CW0004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0004.degrees latitude (g = 980.6199 gals.).
 CW0004
 CW0004.The modeled gravity was interpolated from observed gravity values.
 CW0004
 CW0004;                    North         East    Units  Estimated Accuracy
 CW0004;SPC NM E     -   219,910.      161,310.      MT  (+/- 180 meters Scaled)
 CW0004
 CW0004                          SUPERSEDED SURVEY CONTROL
 CW0004
 CW0004.No superseded survey control is available for this station.
 CW0004
 CW0004_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES586496(NAD 83)
 CW0004_MARKER: DB = BENCH MARK DISK
 CW0004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CW0004_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CW0004_STAMPING: B 255 1957
 CW0004_MARK LOGO: CGS   
 CW0004_PROJECTION: PROJECTING 5 CENTIMETERS
 CW0004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CW0004+STABILITY: SURFACE MOTION
 CW0004
 CW0004  HISTORY     - Date     Condition        Report By
 CW0004  HISTORY     - 1957     MONUMENTED       CGS
 CW0004  HISTORY     - 1982     GOOD             NGS
 CW0004
 CW0004                          STATION DESCRIPTION
 CW0004
 CW0004'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 CW0004'1.0 MI S FROM LAKE ARTHUR.
 CW0004'ABOUT 1.0 MILE SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 CW0004'FROM THE STATION AT LAKE ARTHUR, 3 FEET EAST OF THE 4TH POLE SOUTH OF
 CW0004'MILEPOST 140, 36 1/2 FEET WEST OF THE WEST RAIL, 52 FEET EAST OF THE
 CW0004'CENTER LINE OF U. S. HIGHWAY 285, 2 FEET NORTH OF A WHITE WOODEN
 CW0004'WITNESS POST, ABOUT 4 FEET ABOVE THE LEVEL OF THE TRACK, AND ABOUT 2
 CW0004'FEET ABOVE THE LEVEL OF THE HIGHWAY, AND IN THE TOP OF A CONCRETE POST
 CW0004'PROJECTING 5 INCHES.
 CW0004
 CW0004                          STATION RECOVERY (1982)
 CW0004
 CW0004'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CW0004'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  15.7 KM (9.75
 CW0004'MI) NORTHERLY ALONG THE SANTA FE RAILROAD FROM THE RAILROAD STATION IN
 CW0004'ARTESIA, 1.0 KM (0.6 MI) SOUTH OF HIGHWAY MILEPOST 8, 15.8 METERS
 CW0004'(51.8 FT) EAST OF THE CENTERLINE OF STATE HIGHWAY 2, 11.1 METERS (36.4
 CW0004'FT) WEST OF THE NEAR RAIL AND 0.9 METER (3.0 FT) EAST OF A UTILITY
 CW0004'POLE.
 CW0004'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 CW0004'THE MARK IS 1.2 M ABOVE THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0071 ***********************************************************************
 CW0071  DESIGNATION -  B 256
 CW0071  PID         -  CW0071
 CW0071  STATE/COUNTY-  NM/EDDY
 CW0071  USGS QUAD   -  LAKE MC MILLAN SOUTH (1955)
 CW0071
 CW0071                         *CURRENT SURVEY CONTROL
 CW0071  ___________________________________________________________________
 CW0071* NAD 83(1986)-  32 34 16.     (N)    104 19 40.     (W)     SCALED    
 CW0071* NAVD 88     -      1007.474  (meters)    3305.35   (feet)  POSTED    
 CW0071  ___________________________________________________________________
 CW0071  GEOID HEIGHT-         -23.64  (meters)                     GEOID03
 CW0071  DYNAMIC HT  -        1006.060 (meters)    3300.72  (feet)  COMP
 CW0071  MODELED GRAV-     979,200.8   (mgal)                       NAVD 88
 CW0071
 CW0071  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 CW0071
 CW0071.The horizontal coordinates were scaled from a topographic map and have
 CW0071.an estimated accuracy of +/- 6 seconds.
 CW0071
 CW0071.The orthometric height was determined by differential leveling
 CW0071.and adjusted by the National Geodetic Survey in 1992..
 CW0071.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 CW0071.rate of 0.0 thru 1.0 mm/km.
 CW0071
 CW0071.The geoid height was determined by GEOID03.
 CW0071
 CW0071.The dynamic height is computed by dividing the NAVD 88
 CW0071.geopotential number by the normal gravity value computed on the
 CW0071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0071.degrees latitude (g = 980.6199 gals.).
 CW0071
 CW0071.The modeled gravity was interpolated from observed gravity values.
 CW0071
 CW0071;                    North         East    Units  Estimated Accuracy
 CW0071;SPC NM E     -   174,190.      165,520.      MT  (+/- 180 meters Scaled)
 CW0071
 CW0071                          SUPERSEDED SURVEY CONTROL
 CW0071
 CW0071  NGVD 29 (??/??/92) 1007.002  (m)         3303.81   (f) ADJ UNCH    1 2
 CW0071
 CW0071.Superseded values are not recommended for survey control.
 CW0071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0071.See file dsdata.txt to determine how the superseded data were derived.
 CW0071
 CW0071_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES630039(NAD 83)
 CW0071_MARKER: DB = BENCH MARK DISK
 CW0071_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CW0071_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CW0071_STAMPING: B 256 1957
 CW0071_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CW0071+STABILITY: SURFACE MOTION
 CW0071
 CW0071  HISTORY     - Date     Condition        Report By
 CW0071  HISTORY     - 1957     MONUMENTED       CGS
 CW0071
 CW0071                          STATION DESCRIPTION
 CW0071
 CW0071'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 CW0071'13.0 MI NW FROM CARLSBAD.
 CW0071'ABOUT 13.0 MILES NORTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 CW0071'RAILWAY FROM THE STATION AT CARLSBAD, 116 FEET NORTHEAST OF AND ACROSS
 CW0071'THE TRACK FROM MILEPOST 170, 102 FEET NORTHEAST OF THE NORTHEAST RAIL,
 CW0071'41 FEET NORTHWEST OF A TELEPHONE POLE, 2 FEET NORTHEAST OF A FENCE, 2
 CW0071'FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT 5 FEET BELOW THE
 CW0071'LEVEL OF THE TRACK, AND IN THE TOP OF A CONCRETE POST PROJECTING 8
 CW0071'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0030 ***********************************************************************
 CW0030  DESIGNATION -  B 257
 CW0030  PID         -  CW0030
 CW0030  STATE/COUNTY-  NM/EDDY
 CW0030  USGS QUAD   -  HOPE SE (1956)
 CW0030
 CW0030                         *CURRENT SURVEY CONTROL
 CW0030  ___________________________________________________________________
 CW0030* NAD 83(1986)-  32 50 34.     (N)    104 30 30.     (W)     SCALED    
 CW0030* NAVD 88     -      1099.536  (meters)    3607.39   (feet)  ADJUSTED  
 CW0030  ___________________________________________________________________
 CW0030  GEOID HEIGHT-         -23.03  (meters)                     GEOID03
 CW0030  DYNAMIC HT  -        1097.999 (meters)    3602.35  (feet)  COMP
 CW0030  MODELED GRAV-     979,202.4   (mgal)                       NAVD 88
 CW0030
 CW0030  VERT ORDER  -  FIRST     CLASS II
 CW0030
 CW0030.The horizontal coordinates were scaled from a topographic map and have
 CW0030.an estimated accuracy of +/- 6 seconds.
 CW0030
 CW0030.The orthometric height was determined by differential leveling
 CW0030.and adjusted by the National Geodetic Survey in June 1991..
 CW0030
 CW0030.The geoid height was determined by GEOID03.
 CW0030
 CW0030.The dynamic height is computed by dividing the NAVD 88
 CW0030.geopotential number by the normal gravity value computed on the
 CW0030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0030.degrees latitude (g = 980.6199 gals.).
 CW0030
 CW0030.The modeled gravity was interpolated from observed gravity values.
 CW0030
 CW0030;                    North         East    Units  Estimated Accuracy
 CW0030;SPC NM E     -   204,330.      148,620.      MT  (+/- 180 meters Scaled)
 CW0030
 CW0030                          SUPERSEDED SURVEY CONTROL
 CW0030
 CW0030  NGVD 29 (??/??/92) 1099.056  (m)         3605.82   (f) ADJ UNCH    1 2
 CW0030
 CW0030.Superseded values are not recommended for survey control.
 CW0030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0030.See file dsdata.txt to determine how the superseded data were derived.
 CW0030
 CW0030_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES460339(NAD 83)
 CW0030_MARKER: DB = BENCH MARK DISK
 CW0030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CW0030_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CW0030_STAMPING: B 257 1957
 CW0030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CW0030+STABILITY: SURFACE MOTION
 CW0030
 CW0030  HISTORY     - Date     Condition        Report By
 CW0030  HISTORY     - 1957     MONUMENTED       CGS
 CW0030  HISTORY     - 20050709 GOOD             USPSQD
 CW0030
 CW0030                          STATION DESCRIPTION
 CW0030
 CW0030'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 CW0030'6.65 MI W FROM ARTESIA.
 CW0030'ABOUT 0.05 MILE SOUTH ALONG THE ATCHISON, TOPEKA, AND SANTA FE RAILWAY
 CW0030'FROM THE STATION AT ARTESIA, THENCE 6.6 MILES WEST ALONG STATE HIGHWAY
 CW0030'83, 81 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 2 FEET SOUTH OF A
 CW0030'FENCE LINE, 2 FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL
 CW0030'WITH THE HIGHWAY, AND IN THE TOP OF A CONCRETE POST PROJECTING 6
 CW0030'INCHES.
 CW0030
 CW0030                          STATION RECOVERY (2005)
 CW0030
 CW0030'RECOVERY NOTE BY US POWER SQUADRON 2005 (BJK)
 CW0030'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0188 ***********************************************************************
 CW0188  DESIGNATION -  B 258
 CW0188  PID         -  CW0188
 CW0188  STATE/COUNTY-  NM/EDDY
 CW0188  USGS QUAD   -  RED BLUFF (1985)
 CW0188
 CW0188                         *CURRENT SURVEY CONTROL
 CW0188  ___________________________________________________________________
 CW0188* NAD 83(1986)-  32 01 57.     (N)    104 01 06.     (W)     SCALED    
 CW0188* NAVD 88     -       874.140  (meters)    2867.91   (feet)  ADJUSTED  
 CW0188  ___________________________________________________________________
 CW0188  GEOID HEIGHT-         -25.57  (meters)                     GEOID03
 CW0188  DYNAMIC HT  -         872.859 (meters)    2863.70  (feet)  COMP
 CW0188  MODELED GRAV-     979,145.5   (mgal)                       NAVD 88
 CW0188
 CW0188  VERT ORDER  -  FIRST     CLASS II
 CW0188
 CW0188.The horizontal coordinates were scaled from a topographic map and have
 CW0188.an estimated accuracy of +/- 6 seconds.
 CW0188
 CW0188.The orthometric height was determined by differential leveling
 CW0188.and adjusted by the National Geodetic Survey in June 1991..
 CW0188
 CW0188.The geoid height was determined by GEOID03.
 CW0188
 CW0188.The dynamic height is computed by dividing the NAVD 88
 CW0188.geopotential number by the normal gravity value computed on the
 CW0188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0188.degrees latitude (g = 980.6199 gals.).
 CW0188
 CW0188.The modeled gravity was interpolated from observed gravity values.
 CW0188
 CW0188;                    North         East    Units  Estimated Accuracy
 CW0188;SPC NM E     -   114,520.      194,750.      MT  (+/- 180 meters Scaled)
 CW0188
 CW0188                          SUPERSEDED SURVEY CONTROL
 CW0188
 CW0188  NGVD 29 (??/??/92)  873.671  (m)         2866.37   (f) ADJ UNCH    1 2
 CW0188
 CW0188.Superseded values are not recommended for survey control.
 CW0188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0188.See file dsdata.txt to determine how the superseded data were derived.
 CW0188
 CW0188_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SER926444(NAD 83)
 CW0188_MARKER: DB = BENCH MARK DISK
 CW0188_SETTING: 66 = SET IN ROCK OUTCROP
 CW0188_SP_SET: ROCK OUTCROP
 CW0188_STAMPING: B 258 1957
 CW0188_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CW0188+STABILITY: POSITION/ELEVATION WELL
 CW0188
 CW0188  HISTORY     - Date     Condition        Report By
 CW0188  HISTORY     - 1957     MONUMENTED       CGS
 CW0188
 CW0188                          STATION DESCRIPTION
 CW0188
 CW0188'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 CW0188'14.5 MI S FROM MALAGA.
 CW0188'ABOUT 14.5 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 CW0188'FROM THE STATION AT MALAGA, 60 FEET NORTH OF AND ACROSS THE TRACK FROM
 CW0188'THE 8TH POLE EAST OF MILEPOST 214, IN THE TOP OF THE SOUTHEAST END OF
 CW0188'A ROCK OUTCROP PROJECTING 1 1/2 FEET ABOVE THE GROUND, 13 1/2 FEET
 CW0188'NORTH OF THE NORTH RAIL, 3 1/2 FEET NORTHWEST OF A WHITE WOODEN
 CW0188'WITNESS POST, AND ABOUT LEVEL WITH THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0635 ***********************************************************************
 DR0635  DESIGNATION -  B 26
 DR0635  PID         -  DR0635
 DR0635  STATE/COUNTY-  NM/LINCOLN
 DR0635  USGS QUAD   -  RUIDOSO (1982)
 DR0635
 DR0635                         *CURRENT SURVEY CONTROL
 DR0635  ___________________________________________________________________
 DR0635* NAD 83(1986)-  33 19 17.     (N)    105 37 42.     (W)     SCALED    
 DR0635* NAVD 88     -      1977.499  (meters)    6487.84   (feet)  ADJUSTED  
 DR0635  ___________________________________________________________________
 DR0635  GEOID HEIGHT-         -19.57  (meters)                     GEOID03
 DR0635  DYNAMIC HT  -        1974.481 (meters)    6477.94  (feet)  COMP
 DR0635  MODELED GRAV-     979,039.3   (mgal)                       NAVD 88
 DR0635
 DR0635  VERT ORDER  -  FIRST     CLASS II
 DR0635
 DR0635.The horizontal coordinates were scaled from a topographic map and have
 DR0635.an estimated accuracy of +/- 6 seconds.
 DR0635
 DR0635.The orthometric height was determined by differential leveling
 DR0635.and adjusted by the National Geodetic Survey in June 1991..
 DR0635
 DR0635.The geoid height was determined by GEOID03.
 DR0635
 DR0635.The dynamic height is computed by dividing the NAVD 88
 DR0635.geopotential number by the normal gravity value computed on the
 DR0635.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0635.degrees latitude (g = 980.6199 gals.).
 DR0635
 DR0635.The modeled gravity was interpolated from observed gravity values.
 DR0635
 DR0635;                    North         East    Units  Estimated Accuracy
 DR0635;SPC NM C     -   257,570.      557,880.      MT  (+/- 180 meters Scaled)
 DR0635
 DR0635                          SUPERSEDED SURVEY CONTROL
 DR0635
 DR0635  NGVD 29 (??/??/92) 1976.753  (m)         6485.40   (f) ADJ UNCH    1 2
 DR0635
 DR0635.Superseded values are not recommended for survey control.
 DR0635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0635.See file dsdata.txt to determine how the superseded data were derived.
 DR0635
 DR0635_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDS415870(NAD 83)
 DR0635_MARKER: DB = BENCH MARK DISK
 DR0635_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DR0635_SP_SET: CULVERT
 DR0635_STAMPING: 6485.397 B 26 1933
 DR0635_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR0635
 DR0635  HISTORY     - Date     Condition        Report By
 DR0635  HISTORY     - 1933     MONUMENTED       CGS
 DR0635  HISTORY     - 1944     GOOD             NGS
 DR0635  HISTORY     - 1963     MARK NOT FOUND   USGS
 DR0635
 DR0635                          STATION DESCRIPTION
 DR0635
 DR0635'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 DR0635'16.5 MI NE FROM MESCALERO.
 DR0635'IN LINCOLN COUNTY, 16.5 MILES NORTHEAST ALONG U.S. HIGHWAY 70 FROM
 DR0635'MESCALERO, OTERO COUNTY, 0.4 MILE SOUTHWEST OF THE POST OFFICE AT
 DR0635'HOLLYWOOD, LINCOLN COUNTY, 0.3 MILE NORTHEAST OF RUIDOSO JUNCTION,
 DR0635'LINCOLN COUNTY, 35 FEET SOUTH OF STATION 87+50 (U.S.P.R.A. 1944
 DR0635'RELOCATION SURVEY), AT AN 8- BY 8-FOOT SKEW BOX CULVERT, AND IN THE
 DR0635'TOP OF THE NORTH END OF THE EAST CONCRETE HEADWALL.  A STANDARD DISK,
 DR0635'STAMPED 6485.397 B 26 1933.
 DR0635
 DR0635                          STATION RECOVERY (1963)
 DR0635
 DR0635'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 DR0635'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0594 ***********************************************************************
 DS0594  DESIGNATION -  B 260
 DS0594  PID         -  DS0594
 DS0594  STATE/COUNTY-  NM/SOCORRO
 DS0594  USGS QUAD   -  SAN MARCIAL (1982)
 DS0594
 DS0594                         *CURRENT SURVEY CONTROL
 DS0594  ___________________________________________________________________
 DS0594* NAD 83(1986)-  33 43 29.     (N)    106 56 34.     (W)     SCALED    
 DS0594* NAVD 88     -      1374.898  (meters)    4510.81   (feet)  ADJUSTED  
 DS0594  ___________________________________________________________________
 DS0594  GEOID HEIGHT-         -22.63  (meters)                     GEOID03
 DS0594  DYNAMIC HT  -        1372.937 (meters)    4504.38  (feet)  COMP
 DS0594  MODELED GRAV-     979,163.3   (mgal)                       NAVD 88
 DS0594
 DS0594  VERT ORDER  -  FIRST     CLASS II
 DS0594
 DS0594.The horizontal coordinates were scaled from a topographic map and have
 DS0594.an estimated accuracy of +/- 6 seconds.
 DS0594
 DS0594.The orthometric height was determined by differential leveling
 DS0594.and adjusted by the National Geodetic Survey in June 1991..
 DS0594
 DS0594.The geoid height was determined by GEOID03.
 DS0594
 DS0594.The dynamic height is computed by dividing the NAVD 88
 DS0594.geopotential number by the normal gravity value computed on the
 DS0594.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0594.degrees latitude (g = 980.6199 gals.).
 DS0594
 DS0594.The modeled gravity was interpolated from observed gravity values.
 DS0594
 DS0594;                    North         East    Units  Estimated Accuracy
 DS0594;SPC NM C     -   302,340.      435,800.      MT  (+/- 180 meters Scaled)
 DS0594
 DS0594                          SUPERSEDED SURVEY CONTROL
 DS0594
 DS0594  NGVD 29 (??/??/92) 1374.210  (m)         4508.55   (f) ADJ UNCH    1 2
 DS0594
 DS0594.Superseded values are not recommended for survey control.
 DS0594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0594.See file dsdata.txt to determine how the superseded data were derived.
 DS0594
 DS0594_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT199333(NAD 83)
 DS0594_MARKER: DB = BENCH MARK DISK
 DS0594_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0594_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0594_STAMPING: B 260 1952
 DS0594_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0594+STABILITY: SURFACE MOTION
 DS0594
 DS0594  HISTORY     - Date     Condition        Report By
 DS0594  HISTORY     - 1952     MONUMENTED       CGS
 DS0594
 DS0594                          STATION DESCRIPTION
 DS0594
 DS0594'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DS0594'13.5 MI S FROM SAN ANTONIO.
 DS0594'13.5 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD FROM
 DS0594'THE STATION AT SAN ANTONIO, AT TIFFANY, 8 RAILS NORTH OF A TOOL HOUSE,
 DS0594'38 FEET SOUTH OF MILEPOST 1002, 96 FEET WEST OF THE WEST RAIL, 92 FEET
 DS0594'SOUTHWEST OF A SWITCH STAND, 1 FOOT EAST OF A FENCE, 3 FEET NORTH OF A
 DS0594'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 1.0
 DS0594'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0793 ***********************************************************************
 DS0793  DESIGNATION -  B 261
 DS0793  PID         -  DS0793
 DS0793  STATE/COUNTY-  NM/SOCORRO
 DS0793  USGS QUAD   -  LAVA (1980)
 DS0793
 DS0793                         *CURRENT SURVEY CONTROL
 DS0793  ___________________________________________________________________
 DS0793* NAD 83(1986)-  33 29 59.     (N)    107 00 32.     (W)     SCALED    
 DS0793* NAVD 88     -      1442.465  (meters)    4732.49   (feet)  ADJUSTED  
 DS0793  ___________________________________________________________________
 DS0793  GEOID HEIGHT-         -22.86  (meters)                     GEOID03
 DS0793  DYNAMIC HT  -        1440.383 (meters)    4725.66  (feet)  COMP
 DS0793  MODELED GRAV-     979,143.8   (mgal)                       NAVD 88
 DS0793
 DS0793  VERT ORDER  -  FIRST     CLASS II
 DS0793
 DS0793.The horizontal coordinates were scaled from a topographic map and have
 DS0793.an estimated accuracy of +/- 6 seconds.
 DS0793
 DS0793.The orthometric height was determined by differential leveling
 DS0793.and adjusted by the National Geodetic Survey in June 1991..
 DS0793
 DS0793.The geoid height was determined by GEOID03.
 DS0793
 DS0793.The dynamic height is computed by dividing the NAVD 88
 DS0793.geopotential number by the normal gravity value computed on the
 DS0793.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0793.degrees latitude (g = 980.6199 gals.).
 DS0793
 DS0793.The modeled gravity was interpolated from observed gravity values.
 DS0793
 DS0793;                    North         East    Units  Estimated Accuracy
 DS0793;SPC NM C     -   277,430.      429,490.      MT  (+/- 180 meters Scaled)
 DS0793
 DS0793                          SUPERSEDED SURVEY CONTROL
 DS0793
 DS0793  NGVD 29 (??/??/92) 1441.788  (m)         4730.27   (f) ADJ UNCH    1 2
 DS0793
 DS0793.Superseded values are not recommended for survey control.
 DS0793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0793.See file dsdata.txt to determine how the superseded data were derived.
 DS0793
 DS0793_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT133084(NAD 83)
 DS0793_MARKER: DB = BENCH MARK DISK
 DS0793_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0793_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0793_STAMPING: B 261 1952
 DS0793_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0793+STABILITY: SURFACE MOTION
 DS0793
 DS0793  HISTORY     - Date     Condition        Report By
 DS0793  HISTORY     - 1952     MONUMENTED       CGS
 DS0793
 DS0793                          STATION DESCRIPTION
 DS0793
 DS0793'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DS0793'23.2 MI N FROM ENGLE.
 DS0793'23.2 MILES NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD FROM
 DS0793'THE STATION AT ENGLE, 16 FEET SOUTHWEST OF MILEPOST 1020, 50 FEET WEST
 DS0793'OF THE WEST RAIL, 3 FEET WEST OF A FENCE, 3 FEET NORTH OF A WITNESS
 DS0793'POST, 15 FEET EAST OF THE CENTER LINE OF A TRACK ROAD, SET IN THE TOP
 DS0793'OF A CONCRETE POST WHICH PROJECTS 0.9 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0831 ***********************************************************************
 CX0831  DESIGNATION -  B 262
 CX0831  PID         -  CX0831
 CX0831  STATE/COUNTY-  NM/SIERRA
 CX0831  USGS QUAD   -  ALIVIO (1985)
 CX0831
 CX0831                         *CURRENT SURVEY CONTROL
 CX0831  ___________________________________________________________________
 CX0831* NAD 83(1986)-  32 47 03.     (N)    107 02 24.     (W)     SCALED    
 CX0831* NAVD 88     -      1344.551  (meters)    4411.25   (feet)  ADJUSTED  
 CX0831  ___________________________________________________________________
 CX0831  GEOID HEIGHT-         -23.57  (meters)                     GEOID03
 CX0831  DYNAMIC HT  -        1342.565 (meters)    4404.73  (feet)  COMP
 CX0831  MODELED GRAV-     979,114.0   (mgal)                       NAVD 88
 CX0831
 CX0831  VERT ORDER  -  FIRST     CLASS II
 CX0831
 CX0831.The horizontal coordinates were scaled from a topographic map and have
 CX0831.an estimated accuracy of +/- 6 seconds.
 CX0831
 CX0831.The orthometric height was determined by differential leveling
 CX0831.and adjusted by the National Geodetic Survey in June 1991..
 CX0831
 CX0831.The geoid height was determined by GEOID03.
 CX0831
 CX0831.The dynamic height is computed by dividing the NAVD 88
 CX0831.geopotential number by the normal gravity value computed on the
 CX0831.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0831.degrees latitude (g = 980.6199 gals.).
 CX0831
 CX0831.The modeled gravity was interpolated from observed gravity values.
 CX0831
 CX0831;                    North         East    Units  Estimated Accuracy
 CX0831;SPC NM W     -   198,100.      904,310.      MT  (+/- 180 meters Scaled)
 CX0831
 CX0831                          SUPERSEDED SURVEY CONTROL
 CX0831
 CX0831  NGVD 29 (??/??/92) 1343.943  (m)         4409.25   (f) ADJ UNCH    1 2
 CX0831
 CX0831.Superseded values are not recommended for survey control.
 CX0831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0831.See file dsdata.txt to determine how the superseded data were derived.
 CX0831
 CX0831_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS089292(NAD 83)
 CX0831_MARKER: DB = BENCH MARK DISK
 CX0831_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX0831_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CX0831_STAMPING: B 262 1952
 CX0831_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX0831+STABILITY: SURFACE MOTION
 CX0831
 CX0831  HISTORY     - Date     Condition        Report By
 CX0831  HISTORY     - 1952     MONUMENTED       CGS
 CX0831
 CX0831                          STATION DESCRIPTION
 CX0831
 CX0831'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CX0831'8.55 MI N FROM RINCON.
 CX0831'8.55 MILES NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAIROAD
 CX0831'FROM THE STATION AT RINCON, 34 FEET SOUTHWEST OF MILEPOST 1071, 99
 CX0831'FEET SOUTHWEST OF THE SOUTHWEST RAIL, 2 FEET SOUTHWEST OF A FENCE, 3
 CX0831'FEET SOUTHEAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 CX0831'WHICH PROJECTS 0.8 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0882 ***********************************************************************
 CX0882  DESIGNATION -  B 263
 CX0882  PID         -  CX0882
 CX0882  STATE/COUNTY-  NM/LUNA
 CX0882  USGS QUAD   -  NUTT (1989)
 CX0882
 CX0882                         *CURRENT SURVEY CONTROL
 CX0882  ___________________________________________________________________
 CX0882* NAD 83(1986)-  32 34 30.     (N)    107 25 14.     (W)     SCALED    
 CX0882* NAVD 88     -      1430.228  (meters)    4692.34   (feet)  ADJUSTED  
 CX0882  ___________________________________________________________________
 CX0882  GEOID HEIGHT-         -23.79  (meters)                     GEOID03
 CX0882  DYNAMIC HT  -        1428.092 (meters)    4685.33  (feet)  COMP
 CX0882  MODELED GRAV-     979,095.3   (mgal)                       NAVD 88
 CX0882
 CX0882  VERT ORDER  -  FIRST     CLASS II
 CX0882
 CX0882.The horizontal coordinates were scaled from a topographic map and have
 CX0882.an estimated accuracy of +/- 6 seconds.
 CX0882
 CX0882.The orthometric height was determined by differential leveling
 CX0882.and adjusted by the National Geodetic Survey in June 1991..
 CX0882
 CX0882.The geoid height was determined by GEOID03.
 CX0882
 CX0882.The dynamic height is computed by dividing the NAVD 88
 CX0882.geopotential number by the normal gravity value computed on the
 CX0882.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0882.degrees latitude (g = 980.6199 gals.).
 CX0882
 CX0882.The modeled gravity was interpolated from observed gravity values.
 CX0882
 CX0882;                    North         East    Units  Estimated Accuracy
 CX0882;SPC NM W     -   174,700.      868,760.      MT  (+/- 180 meters Scaled)
 CX0882
 CX0882                          SUPERSEDED SURVEY CONTROL
 CX0882
 CX0882  NGVD 29 (??/??/92) 1429.540  (m)         4690.08   (f) ADJ UNCH    1 2
 CX0882
 CX0882.Superseded values are not recommended for survey control.
 CX0882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0882.See file dsdata.txt to determine how the superseded data were derived.
 CX0882
 CX0882_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBS727067(NAD 83)
 CX0882_MARKER: DB = BENCH MARK DISK
 CX0882_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX0882_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CX0882_STAMPING: B 263 1952
 CX0882_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX0882+STABILITY: SURFACE MOTION
 CX0882
 CX0882  HISTORY     - Date     Condition        Report By
 CX0882  HISTORY     - 1952     MONUMENTED       CGS
 CX0882  HISTORY     - 1980     GOOD             NGS
 CX0882
 CX0882                          STATION DESCRIPTION
 CX0882
 CX0882'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CX0882'2.0 MI NE FROM NUTT.
 CX0882'0.15 MILE WEST ALONG A SPUR TRACK OF THE ATCHISON, TOPEKA AND SANTA FE
 CX0882'RAILROAD FROM THE STATION SIGN AT NUTT, THENCE 1.85 MILES NORTHEAST
 CX0882'ALONG STATE HIGHWAY 26, 96.3 FEET SOUTH OF THE CENTER LINE OF THE
 CX0882'HIGHWAY, 2.4 FEET NORTH OF A FENCE, 3 FEET EAST OF A WITNESS POST, SET
 CX0882'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE
 CX0882'GROUND.
 CX0882
 CX0882                          STATION RECOVERY (1980)
 CX0882
 CX0882'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CX0882'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0324 ***********************************************************************
 CY0324  DESIGNATION -  B 264
 CY0324  PID         -  CY0324
 CY0324  STATE/COUNTY-  NM/HIDALGO
 CY0324  USGS QUAD   -  VANAR (1987)
 CY0324
 CY0324                         *CURRENT SURVEY CONTROL
 CY0324  ___________________________________________________________________
 CY0324* NAD 83(1986)-  32 13 41.     (N)    109 02 09.     (W)     SCALED    
 CY0324* NAVD 88     -      1267.92   (+/-2cm)    4159.8    (feet)  VERTCON   
 CY0324  ___________________________________________________________________
 CY0324  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 CY0324
 CY0324  VERT ORDER  -  FIRST     CLASS II (See Below)
 CY0324
 CY0324.The horizontal coordinates were scaled from a topographic map and have
 CY0324.an estimated accuracy of +/- 6 seconds.
 CY0324
 CY0324.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0324.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0324.The vertical order pertains to the NGVD 29 superseded value.
 CY0324
 CY0324.The geoid height was determined by GEOID03.
 CY0324
 CY0324;                    North         East    Units  Estimated Accuracy
 CY0324;SPC NM W     -   136,790.      716,660.      MT  (+/- 180 meters Scaled)
 CY0324
 CY0324                          SUPERSEDED SURVEY CONTROL
 CY0324
 CY0324  NGVD 29 (??/??/92) 1267.156  (m)         4157.33   (f) ADJ UNCH    1 2
 CY0324
 CY0324.Superseded values are not recommended for survey control.
 CY0324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0324.See file dsdata.txt to determine how the superseded data were derived.
 CY0324
 CY0324_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA850674(NAD 83)
 CY0324_MARKER: DB = BENCH MARK DISK
 CY0324_SETTING: 80 = SET IN A BOULDER
 CY0324_SP_SET: BOULDER
 CY0324_STAMPING: B 264 1952
 CY0324_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0324+STABILITY: SURFACE MOTION
 CY0324
 CY0324  HISTORY     - Date     Condition        Report By
 CY0324  HISTORY     - 1952     MONUMENTED       CGS
 CY0324
 CY0324                          STATION DESCRIPTION
 CY0324
 CY0324'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CY0324'2.75 MI W FROM STEINS.
 CY0324'2.75 MILES WEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATION
 CY0324'AT STEINS, 57 FEET NORTHWEST OF THE 4TH POLE NORTHWEST OF MILEPOST
 CY0324'1126, 92 FEET NORTHEAST OF THE NORTHEAST RAIL, 87 FEET NORTH OF THE
 CY0324'NORTHEAST END OF A 24 INCH PIPE CULVERT, 5 FEET SOUTHWEST OF A FENCE,
 CY0324'SET IN THE TOP OF THE CENTER OF A LARGE BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0091 ***********************************************************************
 CY0091  DESIGNATION -  B 265
 CY0091  PID         -  CY0091
 CY0091  STATE/COUNTY-  NM/GRANT
 CY0091  USGS QUAD   -  SEPAR (1980)
 CY0091
 CY0091                         *CURRENT SURVEY CONTROL
 CY0091  ___________________________________________________________________
 CY0091* NAD 83(1986)-  32 14 07.     (N)    108 28 37.     (W)     SCALED    
 CY0091* NAVD 88     -      1356.227  (meters)    4449.55   (feet)  ADJUSTED  
 CY0091  ___________________________________________________________________
 CY0091  GEOID HEIGHT-         -25.15  (meters)                     GEOID03
 CY0091  DYNAMIC HT  -        1354.172 (meters)    4442.81  (feet)  COMP
 CY0091  MODELED GRAV-     979,076.4   (mgal)                       NAVD 88
 CY0091
 CY0091  VERT ORDER  -  FIRST     CLASS II
 CY0091
 CY0091.The horizontal coordinates were scaled from a topographic map and have
 CY0091.an estimated accuracy of +/- 6 seconds.
 CY0091
 CY0091.The orthometric height was determined by differential leveling
 CY0091.and adjusted by the National Geodetic Survey in June 1991..
 CY0091
 CY0091.The geoid height was determined by GEOID03.
 CY0091
 CY0091.The dynamic height is computed by dividing the NAVD 88
 CY0091.geopotential number by the normal gravity value computed on the
 CY0091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0091.degrees latitude (g = 980.6199 gals.).
 CY0091
 CY0091.The modeled gravity was interpolated from observed gravity values.
 CY0091
 CY0091;                    North         East    Units  Estimated Accuracy
 CY0091;SPC NM W     -   137,140.      769,340.      MT  (+/- 180 meters Scaled)
 CY0091
 CY0091                          SUPERSEDED SURVEY CONTROL
 CY0091
 CY0091  NGVD 29 (??/??/92) 1355.458  (m)         4447.03   (f) ADJ UNCH    1 2
 CY0091
 CY0091.Superseded values are not recommended for survey control.
 CY0091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0091.See file dsdata.txt to determine how the superseded data were derived.
 CY0091
 CY0091_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYA377693(NAD 83)
 CY0091_MARKER: DB = BENCH MARK DISK
 CY0091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0091_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0091_STAMPING: B 265 1953
 CY0091_PROJECTION: PROJECTING 4 CENTIMETERS
 CY0091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0091+STABILITY: SURFACE MOTION
 CY0091
 CY0091  HISTORY     - Date     Condition        Report By
 CY0091  HISTORY     - 1953     MONUMENTED       CGS
 CY0091  HISTORY     - 1979     GOOD             NGS
 CY0091
 CY0091                          STATION DESCRIPTION
 CY0091
 CY0091'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 CY0091'15.55 MI SE FROM LORDSBURG.
 CY0091'15.55 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 CY0091'STATION AT LORDSBURG, 2 POLES SOUTHEAST OF MILEPOST 1164, 59.8 FEET
 CY0091'SOUTHWEST OF A TELEPHONE BOOTH, 29.8 FEET SOUTHWEST OF THE SOUTHWEST
 CY0091'RAIL OF THE MAIN TRACK, 13 FEET SOUTHEAST OF A TELEPHONE POLE, 2.5
 CY0091'FEET NORTHWEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 CY0091'WHICH PROJECTS 0.7 FOOT ABOVE THE GROUND.
 CY0091
 CY0091                          STATION RECOVERY (1979)
 CY0091
 CY0091'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CY0091'25.5 KILOMETERS (15.85 MILES) SOUTHEAST ALONG THE SOUTHERN PACIFIC
 CY0091'RAILROAD FROM THE STATION AT LORDSBURG, 0.1 KILOMETER (0.05 MILE)
 CY0091'SOUTHEAST OF MILE POLE 1164, 9.2 METERS (30.2 FEET) SOUTHWEST OF
 CY0091'THE SOUTHWEST RAIL, 66 METERS (216 FEET) SOUTHEAST OF THE SOUTHEAST
 CY0091'END OF BRIDGE 1164.02, 4.4 METERS (14.5 FEET) NORTHEAST OF THE
 CY0091'CENTER OF THE RAILROAD MAINTENANCE ROAD AND 3.4 METERS (11.2 FEET)
 CY0091'SOUTHEAST OF THE SECOND TELEPHONE POLE SOUTHEAST OF MILE POST 1164
 CY0091'AND IN LINE WITH THE ROW OF POLES.
 CY0091'THE MARK IS 0.6 METERS  SE FROM A WITNESS POST.
 CY0091'THE MARK IS 1.5 M BELOW THE RAILS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1128 ***********************************************************************
 GL1128  DESIGNATION -  B 266
 GL1128  PID         -  GL1128
 GL1128  STATE/COUNTY-  NM/UNION
 GL1128  USGS QUAD   -  DES MOINES (1972)
 GL1128
 GL1128                         *CURRENT SURVEY CONTROL
 GL1128  ___________________________________________________________________
 GL1128* NAD 83(1986)-  36 48 00.     (N)    103 48 33.     (W)     SCALED    
 GL1128* NAVD 88     -      2007.828  (meters)    6587.35   (feet)  ADJUSTED  
 GL1128  ___________________________________________________________________
 GL1128  GEOID HEIGHT-         -19.32  (meters)                     GEOID03
 GL1128  DYNAMIC HT  -        2005.329 (meters)    6579.15  (feet)  COMP
 GL1128  MODELED GRAV-     979,314.2   (mgal)                       NAVD 88
 GL1128
 GL1128  VERT ORDER  -  SECOND    CLASS 0
 GL1128
 GL1128.The horizontal coordinates were scaled from a topographic map and have
 GL1128.an estimated accuracy of +/- 6 seconds.
 GL1128
 GL1128.The orthometric height was determined by differential leveling
 GL1128.and adjusted by the National Geodetic Survey in June 1991..
 GL1128
 GL1128.The geoid height was determined by GEOID03.
 GL1128
 GL1128.The dynamic height is computed by dividing the NAVD 88
 GL1128.geopotential number by the normal gravity value computed on the
 GL1128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL1128.degrees latitude (g = 980.6199 gals.).
 GL1128
 GL1128.The modeled gravity was interpolated from observed gravity values.
 GL1128
 GL1128;                    North         East    Units  Estimated Accuracy
 GL1128;SPC NM E     -   643,410.      211,780.      MT  (+/- 180 meters Scaled)
 GL1128
 GL1128                          SUPERSEDED SURVEY CONTROL
 GL1128
 GL1128  NGVD 29 (??/??/92) 2006.854  (m)         6584.15   (f) ADJ UNCH    2 0
 GL1128
 GL1128.Superseded values are not recommended for survey control.
 GL1128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1128.See file dsdata.txt to determine how the superseded data were derived.
 GL1128
 GL1128_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA062733(NAD 83)
 GL1128_MARKER: DB = BENCH MARK DISK
 GL1128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL1128_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL1128_STAMPING: B 266 1955
 GL1128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL1128+STABILITY: SURFACE MOTION
 GL1128
 GL1128  HISTORY     - Date     Condition        Report By
 GL1128  HISTORY     - 1955     MONUMENTED       CGS
 GL1128
 GL1128                          STATION DESCRIPTION
 GL1128
 GL1128'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GL1128'4.7 MI NE FROM DES MOINES.
 GL1128'1.25 MILES NORTHWEST ALONG STATE HIGHWAY 72 FROM THE COLORADO AND
 GL1128'SOUTHERN RAILROAD STATION AT DES MOINES, THENCE 1.45 MILES NORTH ALONG
 GL1128'A TRACK ROAD, THENCE 2.0 MILES EAST ALONG A TRACK ROAD, 57 FEET WEST
 GL1128'OF THE SOUTHWEST CORNER OF A VACANT FARMHOUSE, 74 FEET SOUTH OF A
 GL1128'POWER POLE, 24 FEET EAST OF THE CENTER LINE OF A TRACK ROAD LEADING
 GL1128'NORTH, 29 FEET NORTH OF A FENCE CORNER, 53 FEET NORTH OF THE CENTER
 GL1128'LINE OF A TRACK ROAD, 1.5 FEET WEST OF A FENCE, 2 FEET SOUTH OF A
 GL1128'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6
 GL1128'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1100 ***********************************************************************
 GL1100  DESIGNATION -  B 267
 GL1100  PID         -  GL1100
 GL1100  STATE/COUNTY-  NM/UNION
 GL1100  USGS QUAD   -  WETHERLY LAKE (1973)
 GL1100
 GL1100                         *CURRENT SURVEY CONTROL
 GL1100  ___________________________________________________________________
 GL1100* NAD 83(1986)-  36 38 14.     (N)    103 41 05.     (W)     SCALED    
 GL1100* NAVD 88     -      1890.965  (meters)    6203.94   (feet)  ADJUSTED  
 GL1100  ___________________________________________________________________
 GL1100  GEOID HEIGHT-         -19.76  (meters)                     GEOID03
 GL1100  DYNAMIC HT  -        1888.639 (meters)    6196.31  (feet)  COMP
 GL1100  MODELED GRAV-     979,333.3   (mgal)                       NAVD 88
 GL1100
 GL1100  VERT ORDER  -  SECOND    CLASS 0
 GL1100
 GL1100.The horizontal coordinates were scaled from a topographic map and have
 GL1100.an estimated accuracy of +/- 6 seconds.
 GL1100
 GL1100.The orthometric height was determined by differential leveling
 GL1100.and adjusted by the National Geodetic Survey in June 1991..
 GL1100
 GL1100.The geoid height was determined by GEOID03.
 GL1100
 GL1100.The dynamic height is computed by dividing the NAVD 88
 GL1100.geopotential number by the normal gravity value computed on the
 GL1100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL1100.degrees latitude (g = 980.6199 gals.).
 GL1100
 GL1100.The modeled gravity was interpolated from observed gravity values.
 GL1100
 GL1100;                    North         East    Units  Estimated Accuracy
 GL1100;SPC NM E     -   625,420.      223,000.      MT  (+/- 180 meters Scaled)
 GL1100
 GL1100                          SUPERSEDED SURVEY CONTROL
 GL1100
 GL1100  NGVD 29 (??/??/92) 1890.065  (m)         6200.99   (f) ADJ UNCH    2 0
 GL1100
 GL1100.Superseded values are not recommended for survey control.
 GL1100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1100.See file dsdata.txt to determine how the superseded data were derived.
 GL1100
 GL1100_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA175554(NAD 83)
 GL1100_MARKER: DB = BENCH MARK DISK
 GL1100_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL1100_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL1100_STAMPING: B 267 1955
 GL1100_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL1100+STABILITY: SURFACE MOTION
 GL1100
 GL1100  HISTORY     - Date     Condition        Report By
 GL1100  HISTORY     - 1955     MONUMENTED       CGS
 GL1100
 GL1100                          STATION DESCRIPTION
 GL1100
 GL1100'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GL1100'6.2 MI NW FROM GRENVILLE.
 GL1100'4.8 MILES NORTHWEST ALONG THE COLORADO AND SOUTHERN RAILROAD FROM THE
 GL1100'STATION AT GRENVILLE, THENCE 1.4 MILES NORTH ALONG A GRADED DIRT ROAD,
 GL1100'ON TOP OF A HILL, 62 FEET EAST OF THE CENTER LINE OF A ROAD, 2.5 FEET
 GL1100'NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 GL1100'PROJECTS 0.7 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1108 ***********************************************************************
 GL1108  DESIGNATION -  B 268
 GL1108  PID         -  GL1108
 GL1108  STATE/COUNTY-  NM/UNION
 GL1108  USGS QUAD   -  WETHERLY LAKE (1973)
 GL1108
 GL1108                         *CURRENT SURVEY CONTROL
 GL1108  ___________________________________________________________________
 GL1108* NAD 83(1986)-  36 44 32.     (N)    103 42 30.     (W)     SCALED    
 GL1108* NAVD 88     -      1879.448  (meters)    6166.16   (feet)  ADJUSTED  
 GL1108  ___________________________________________________________________
 GL1108  GEOID HEIGHT-         -19.66  (meters)                     GEOID03
 GL1108  DYNAMIC HT  -        1877.141 (meters)    6158.59  (feet)  COMP
 GL1108  MODELED GRAV-     979,336.5   (mgal)                       NAVD 88
 GL1108
 GL1108  VERT ORDER  -  SECOND    CLASS 0
 GL1108
 GL1108.The horizontal coordinates were scaled from a topographic map and have
 GL1108.an estimated accuracy of +/- 6 seconds.
 GL1108
 GL1108.The orthometric height was determined by differential leveling
 GL1108.and adjusted by the National Geodetic Survey in June 1991..
 GL1108
 GL1108.The geoid height was determined by GEOID03.
 GL1108
 GL1108.The dynamic height is computed by dividing the NAVD 88
 GL1108.geopotential number by the normal gravity value computed on the
 GL1108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL1108.degrees latitude (g = 980.6199 gals.).
 GL1108
 GL1108.The modeled gravity was interpolated from observed gravity values.
 GL1108
 GL1108;                    North         East    Units  Estimated Accuracy
 GL1108;SPC NM E     -   637,050.      220,820.      MT  (+/- 180 meters Scaled)
 GL1108
 GL1108                          SUPERSEDED SURVEY CONTROL
 GL1108
 GL1108  NGVD 29 (??/??/92) 1878.539  (m)         6163.17   (f) ADJ UNCH    2 0
 GL1108
 GL1108.Superseded values are not recommended for survey control.
 GL1108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1108.See file dsdata.txt to determine how the superseded data were derived.
 GL1108
 GL1108_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA153670(NAD 83)
 GL1108_MARKER: DB = BENCH MARK DISK
 GL1108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL1108_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL1108_STAMPING: B 268 1955
 GL1108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL1108+STABILITY: SURFACE MOTION
 GL1108
 GL1108  HISTORY     - Date     Condition        Report By
 GL1108  HISTORY     - 1955     MONUMENTED       CGS
 GL1108
 GL1108                          STATION DESCRIPTION
 GL1108
 GL1108'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GL1108'14.6 MI N FROM GRENVILLE.
 GL1108'4.8 MILES NORTHWEST ALONG THE COLORADO AND SOUTHERN RAILROAD FROM THE
 GL1108'STATION AT GRENVILLE, THENCE 7.8 MILES NORTH ALONG A GRADED DIRT ROAD,
 GL1108'THENCE 2.0 MILES NORTHWEST ALONG A GRADED DIRT ROAD, 0.35 MILE
 GL1108'NORTHWEST OF THE WETHERLY RANCH HOUSE, 0.1 MILE EAST OF THE TOP OF A
 GL1108'HILL, 41 FEET NORTH OF THE CENTER LINE OF A ROAD, 10 FEET WEST OF THE
 GL1108'CENTER OF A GATE, 2 FEET WEST OF A WITNESS POST, 2 FEET SOUTH OF A
 GL1108'FENCE, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.7 FOOT ABOVE
 GL1108'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0536 ***********************************************************************
 GL0536  DESIGNATION -  B 269
 GL0536  PID         -  GL0536
 GL0536  STATE/COUNTY-  NM/UNION
 GL0536  USGS QUAD   -  GUY (1972)
 GL0536
 GL0536                         *CURRENT SURVEY CONTROL
 GL0536  ___________________________________________________________________
 GL0536* NAD 83(1986)-  36 49 46.     (N)    103 29 16.     (W)     SCALED    
 GL0536* NAVD 88     -      1750.054  (meters)    5741.64   (feet)  ADJUSTED  
 GL0536  ___________________________________________________________________
 GL0536  GEOID HEIGHT-         -20.60  (meters)                     GEOID03
 GL0536  DYNAMIC HT  -        1747.971 (meters)    5734.80  (feet)  COMP
 GL0536  MODELED GRAV-     979,378.6   (mgal)                       NAVD 88
 GL0536
 GL0536  VERT ORDER  -  SECOND    CLASS 0
 GL0536
 GL0536.The horizontal coordinates were scaled from a topographic map and have
 GL0536.an estimated accuracy of +/- 6 seconds.
 GL0536
 GL0536.The orthometric height was determined by differential leveling
 GL0536.and adjusted by the National Geodetic Survey in June 1991..
 GL0536
 GL0536.The geoid height was determined by GEOID03.
 GL0536
 GL0536.The dynamic height is computed by dividing the NAVD 88
 GL0536.geopotential number by the normal gravity value computed on the
 GL0536.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0536.degrees latitude (g = 980.6199 gals.).
 GL0536
 GL0536.The modeled gravity was interpolated from observed gravity values.
 GL0536
 GL0536;                    North         East    Units  Estimated Accuracy
 GL0536;SPC NM E     -   646,880.      240,430.      MT  (+/- 180 meters Scaled)
 GL0536
 GL0536                          SUPERSEDED SURVEY CONTROL
 GL0536
 GL0536  NGVD 29 (??/??/92) 1749.197  (m)         5738.82   (f) ADJ UNCH    2 0
 GL0536
 GL0536.Superseded values are not recommended for survey control.
 GL0536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0536.See file dsdata.txt to determine how the superseded data were derived.
 GL0536
 GL0536_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA348770(NAD 83)
 GL0536_MARKER: DB = BENCH MARK DISK
 GL0536_SETTING: 66 = SET IN ROCK OUTCROP
 GL0536_SP_SET: OUTCROP
 GL0536_STAMPING: B 269 1955
 GL0536_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GL0536+STABILITY: POSITION/ELEVATION WELL
 GL0536
 GL0536  HISTORY     - Date     Condition        Report By
 GL0536  HISTORY     - 1955     MONUMENTED       CGS
 GL0536
 GL0536                          STATION DESCRIPTION
 GL0536
 GL0536'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GL0536'40.8 MI NW FROM CLAYTON.
 GL0536'38.75 MILES NORTHWEST ALONG STATE ROAD 370 FROM ITS JUNCTION WITH U.S.
 GL0536'HIGHWAYS 64 AND 87 AT CLAYTON, THENCE 2.05 MILES WEST ALONG A GRADED
 GL0536'DIRT ROAD, 210 FEET NORTH OF THE CENTER LINE OF A ROAD, ON TOP OF A
 GL0536'ROCKY KNOLL, 188 FEET NORTH OF A FENCE, 188.6 FEET NORTH OF A WITNESS
 GL0536'POST, 0.5 FOOT ABOVE THE GROUND, SET IN THE TOP OF A LARGE SANDSTONE
 GL0536'OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0289 ***********************************************************************
 FO0289  DESIGNATION -  B 27
 FO0289  PID         -  FO0289
 FO0289  STATE/COUNTY-  NM/SANDOVAL
 FO0289  USGS QUAD   -  BERNALILLO (1990)
 FO0289
 FO0289                         *CURRENT SURVEY CONTROL
 FO0289  ___________________________________________________________________
 FO0289* NAD 83(1986)-  35 19 26.     (N)    106 31 53.     (W)     SCALED    
 FO0289* NAVD 88     -      1551.790  (meters)    5091.16   (feet)  ADJUSTED  
 FO0289  ___________________________________________________________________
 FO0289  GEOID HEIGHT-         -20.75  (meters)                     GEOID03
 FO0289  DYNAMIC HT  -        1549.702 (meters)    5084.31  (feet)  COMP
 FO0289  MODELED GRAV-     979,234.7   (mgal)                       NAVD 88
 FO0289
 FO0289  VERT ORDER  -  FIRST     CLASS II
 FO0289
 FO0289.The horizontal coordinates were scaled from a topographic map and have
 FO0289.an estimated accuracy of +/- 6 seconds.
 FO0289
 FO0289.The orthometric height was determined by differential leveling
 FO0289.and adjusted by the National Geodetic Survey in June 1991..
 FO0289
 FO0289.The geoid height was determined by GEOID03.
 FO0289
 FO0289.The dynamic height is computed by dividing the NAVD 88
 FO0289.geopotential number by the normal gravity value computed on the
 FO0289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0289.degrees latitude (g = 980.6199 gals.).
 FO0289
 FO0289.The modeled gravity was interpolated from observed gravity values.
 FO0289
 FO0289;                    North         East    Units  Estimated Accuracy
 FO0289;SPC NM C     -   479,540.      474,420.      MT  (+/- 180 meters Scaled)
 FO0289
 FO0289                          SUPERSEDED SURVEY CONTROL
 FO0289
 FO0289  NGVD 29 (??/??/92) 1550.931  (m)         5088.35   (f) ADJ UNCH    1 2
 FO0289
 FO0289.Superseded values are not recommended for survey control.
 FO0289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0289.See file dsdata.txt to determine how the superseded data were derived.
 FO0289
 FO0289_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV608100(NAD 83)
 FO0289_MARKER: DB = BENCH MARK DISK
 FO0289_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FO0289_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FO0289_STAMPING: B 27 1933 5088.313
 FO0289_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO0289+STABILITY: SURFACE MOTION
 FO0289
 FO0289  HISTORY     - Date     Condition        Report By
 FO0289  HISTORY     - 1933     MONUMENTED       CGS
 FO0289  HISTORY     - 1957     GOOD             NGS
 FO0289  HISTORY     - 1984     MARK NOT FOUND   NGS
 FO0289
 FO0289                          STATION DESCRIPTION
 FO0289
 FO0289'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 FO0289'1.7 MI NE FROM BERNALILLO.
 FO0289'ABOUT 1.7 MILES NORTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 FO0289'RAILROAD FROM THE STATION AT BERNALILLO, IN T. 13 N., R. 4 E., AND
 FO0289'NEAR THE CENTER OF THE EAST EDGE OF S. 29, 10 1/2 POLES SOUTHWEST OF
 FO0289'MILE POST 884, 261 FEET SOUTHWEST WEST OF THE SOUTHWEST CORNER OF A
 FO0289'WOODEN TRESTLE, 110 FEET WEST OF WEST RAIL, 51 FEET WEST OF THE
 FO0289'CENTERLINE OF AN OLD ABANDONED TRACK BED, 4 FEET EAST OF A FENCE LINE,
 FO0289'2 1/2 FEET NORTH OF A WHITE WOODEN WITNESS POST, ABOUT 10 FEET BELOW
 FO0289'THE TOP OF THE RAILS, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 FO0289'3 INCHES ABOVE THE GROUND.
 FO0289
 FO0289                          STATION RECOVERY (1984)
 FO0289
 FO0289'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FO0289'A SEARCH WAS MADE FOR THIS MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0626 ***********************************************************************
 GL0626  DESIGNATION -  B 270
 GL0626  PID         -  GL0626
 GL0626  STATE/COUNTY-  NM/UNION
 GL0626  USGS QUAD   -  CLAYTON (1970)
 GL0626
 GL0626                         *CURRENT SURVEY CONTROL
 GL0626  ___________________________________________________________________
 GL0626* NAD 83(1986)-  36 28 32.     (N)    103 11 46.     (W)     SCALED    
 GL0626* NAVD 88     -      1544.613  (meters)    5067.62   (feet)  ADJUSTED  
 GL0626  ___________________________________________________________________
 GL0626  GEOID HEIGHT-         -21.96  (meters)                     GEOID03
 GL0626  DYNAMIC HT  -        1542.780 (meters)    5061.60  (feet)  COMP
 GL0626  MODELED GRAV-     979,390.6   (mgal)                       NAVD 88
 GL0626
 GL0626  VERT ORDER  -  SECOND    CLASS 0
 GL0626
 GL0626.The horizontal coordinates were scaled from a topographic map and have
 GL0626.an estimated accuracy of +/- 6 seconds.
 GL0626
 GL0626.The orthometric height was determined by differential leveling
 GL0626.and adjusted by the National Geodetic Survey in June 1991..
 GL0626
 GL0626.The geoid height was determined by GEOID03.
 GL0626
 GL0626.The dynamic height is computed by dividing the NAVD 88
 GL0626.geopotential number by the normal gravity value computed on the
 GL0626.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0626.degrees latitude (g = 980.6199 gals.).
 GL0626
 GL0626.The modeled gravity was interpolated from observed gravity values.
 GL0626
 GL0626;                    North         East    Units  Estimated Accuracy
 GL0626;SPC NM E     -   607,880.      266,910.      MT  (+/- 180 meters Scaled)
 GL0626
 GL0626                          SUPERSEDED SURVEY CONTROL
 GL0626
 GL0626  NGVD 29 (??/??/92) 1543.870  (m)         5065.18   (f) ADJ UNCH    2 0
 GL0626
 GL0626.Superseded values are not recommended for survey control.
 GL0626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0626.See file dsdata.txt to determine how the superseded data were derived.
 GL0626
 GL0626_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA616382(NAD 83)
 GL0626_MARKER: DB = BENCH MARK DISK
 GL0626_SETTING: 66 = SET IN ROCK OUTCROP
 GL0626_SP_SET: LAVA OUTCROP
 GL0626_STAMPING: B 270 1955
 GL0626_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GL0626+STABILITY: POSITION/ELEVATION WELL
 GL0626
 GL0626  HISTORY     - Date     Condition        Report By
 GL0626  HISTORY     - 1955     MONUMENTED       CGS
 GL0626
 GL0626                          STATION DESCRIPTION
 GL0626
 GL0626'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GL0626'1.55 MI NW FROM CLAYTON.
 GL0626'1.55 MILES NORTHWEST ALONG STATE ROAD 370 FROM ITS JUNCTION WITH U.S.
 GL0626'HIGHWAYS 64 AND 87 AT CLAYTON, 48 FEET NORTHEAST OF A TELEPHONE POLE,
 GL0626'76 FEET NORTH OF THE CENTER LINE OF THE ROAD, 20 FEET NORTH OF A
 GL0626'FENCE, 260 FEET WEST OF A CURVE IN THE ROAD, 5 FEET ABOVE THE GROUND,
 GL0626'6 FEET BELOW THE LEVEL OF THE ROAD, SET IN THE TOP OF AN 8 X 16 FOOT
 GL0626'LAVA ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1203 ***********************************************************************
 GL1203  DESIGNATION -  B 271
 GL1203  PID         -  GL1203
 GL1203  STATE/COUNTY-  NM/UNION
 GL1203  USGS QUAD   -  CROSS L RANCH SW (1972)
 GL1203
 GL1203                         *CURRENT SURVEY CONTROL
 GL1203  ___________________________________________________________________
 GL1203* NAD 83(1986)-  36 49 34.     (N)    103 41 20.     (W)     SCALED    
 GL1203* NAVD 88     -      1870.436  (meters)    6136.59   (feet)  ADJUSTED  
 GL1203  ___________________________________________________________________
 GL1203  GEOID HEIGHT-         -19.78  (meters)                     GEOID03
 GL1203  DYNAMIC HT  -        1868.150 (meters)    6129.09  (feet)  COMP
 GL1203  MODELED GRAV-     979,342.5   (mgal)                       NAVD 88
 GL1203
 GL1203  VERT ORDER  -  SECOND    CLASS 0
 GL1203
 GL1203.The horizontal coordinates were scaled from a topographic map and have
 GL1203.an estimated accuracy of +/- 6 seconds.
 GL1203
 GL1203.The orthometric height was determined by differential leveling
 GL1203.and adjusted by the National Geodetic Survey in June 1991..
 GL1203
 GL1203.The geoid height was determined by GEOID03.
 GL1203
 GL1203.The dynamic height is computed by dividing the NAVD 88
 GL1203.geopotential number by the normal gravity value computed on the
 GL1203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL1203.degrees latitude (g = 980.6199 gals.).
 GL1203
 GL1203.The modeled gravity was interpolated from observed gravity values.
 GL1203
 GL1203;                    North         East    Units  Estimated Accuracy
 GL1203;SPC NM E     -   646,370.      222,490.      MT  (+/- 180 meters Scaled)
 GL1203
 GL1203                          SUPERSEDED SURVEY CONTROL
 GL1203
 GL1203  NGVD 29 (??/??/92) 1869.517  (m)         6133.57   (f) ADJ UNCH    2 0
 GL1203
 GL1203.Superseded values are not recommended for survey control.
 GL1203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1203.See file dsdata.txt to determine how the superseded data were derived.
 GL1203
 GL1203_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA169763(NAD 83)
 GL1203_MARKER: DB = BENCH MARK DISK
 GL1203_SETTING: 66 = SET IN ROCK OUTCROP
 GL1203_SP_SET: SANDSTONE OUTCROP
 GL1203_STAMPING: B 271 1955
 GL1203_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GL1203+STABILITY: POSITION/ELEVATION WELL
 GL1203
 GL1203  HISTORY     - Date     Condition        Report By
 GL1203  HISTORY     - 1955     MONUMENTED       CGS
 GL1203
 GL1203                          STATION DESCRIPTION
 GL1203
 GL1203'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GL1203'27.1 MI SE FROM FOLSOM.
 GL1203'19.0 MILES EAST ALONG STATE ROAD 325 FROM THE COLORADO AND SOUTHERN
 GL1203'RAILROAD STATION AT FOLSOM, THENCE 1.85 MILES SOUTH ALONG A WINDING
 GL1203'DIRT ROAD, THENCE 4.05 MILES SOUTH ALONG A TRACK ROAD, THENCE 1.0 MILE
 GL1203'SOUTH ALONG A DIM TRACK ROAD, THENCE 0.3 MILE SOUTH ACROSS A PASTURE,
 GL1203'THENCE 0.9 MILE SOUTHEAST ACROSS A PASTURE, ON THE SOUTHEAST BANK OF
 GL1203'TRAVESSER CREEK, 347 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A BARN,
 GL1203'70 FEET NORTHEAST OF A 24 INCH CEDAR TREE, 40 FEET NORTHWEST OF A
 GL1203'FENCE, 64 FEET WEST OF A BOARD FENCE, FLUSH WITH THE GROUND, 1.1 MILES
 GL1203'NORTHWEST OF BENCH MARK S 269, SET IN THE TOP OF A LARGE FLAT
 GL1203'SANDSTONE OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0449 ***********************************************************************
 GL0449  DESIGNATION -  B 272
 GL0449  PID         -  GL0449
 GL0449  STATE/COUNTY-  NM/UNION
 GL0449  USGS QUAD   -  MC LAUGHLIN BRIDGE (1972)
 GL0449
 GL0449                         *CURRENT SURVEY CONTROL
 GL0449  ___________________________________________________________________
 GL0449* NAD 83(1986)-  36 43 38.     (N)    103 18 20.     (W)     SCALED    
 GL0449* NAVD 88     -      1595.635  (meters)    5235.01   (feet)  ADJUSTED  
 GL0449  ___________________________________________________________________
 GL0449  GEOID HEIGHT-         -21.33  (meters)                     GEOID03
 GL0449  DYNAMIC HT  -        1593.760 (meters)    5228.86  (feet)  COMP
 GL0449  MODELED GRAV-     979,400.2   (mgal)                       NAVD 88
 GL0449
 GL0449  VERT ORDER  -  SECOND    CLASS 0
 GL0449
 GL0449.The horizontal coordinates were scaled from a topographic map and have
 GL0449.an estimated accuracy of +/- 6 seconds.
 GL0449
 GL0449.The orthometric height was determined by differential leveling
 GL0449.and adjusted by the National Geodetic Survey in June 1991..
 GL0449
 GL0449.The geoid height was determined by GEOID03.
 GL0449
 GL0449.The dynamic height is computed by dividing the NAVD 88
 GL0449.geopotential number by the normal gravity value computed on the
 GL0449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0449.degrees latitude (g = 980.6199 gals.).
 GL0449
 GL0449.The modeled gravity was interpolated from observed gravity values.
 GL0449
 GL0449;                    North         East    Units  Estimated Accuracy
 GL0449;SPC NM E     -   635,700.      256,800.      MT  (+/- 180 meters Scaled)
 GL0449
 GL0449                          SUPERSEDED SURVEY CONTROL
 GL0449
 GL0449  NGVD 29 (??/??/92) 1594.857  (m)         5232.46   (f) ADJ UNCH    2 0
 GL0449
 GL0449.Superseded values are not recommended for survey control.
 GL0449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0449.See file dsdata.txt to determine how the superseded data were derived.
 GL0449
 GL0449_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA513659(NAD 83)
 GL0449_MARKER: DB = BENCH MARK DISK
 GL0449_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0449_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0449_STAMPING: B 272 1955
 GL0449_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0449+STABILITY: SURFACE MOTION
 GL0449
 GL0449  HISTORY     - Date     Condition        Report By
 GL0449  HISTORY     - 1955     MONUMENTED       CGS
 GL0449
 GL0449                          STATION DESCRIPTION
 GL0449
 GL0449'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GL0449'23.9 MI NW FROM CLAYTON.
 GL0449'23.9 MILES NORTHWEST ALONG STATE ROAD 370 FROM ITS JUNCTION WITH U.S.
 GL0449'HIGHWAYS 64 AND 87 AT CLAYTON, 0.4 MILE SOUTHWEST OF A WINDMILL, 68
 GL0449'FEET EAST OF THE CENTER LINE OF THE ROAD, 39 FEET EAST OF A FENCE, 1.6
 GL0449'FEET NORTH OF A FENCE, 2.7 FEET EAST OF A WITNESS POST, SET IN THE TOP
 GL0449'OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0519 ***********************************************************************
 GL0519  DESIGNATION -  B 273
 GL0519  PID         -  GL0519
 GL0519  STATE/COUNTY-  NM/UNION
 GL0519  USGS QUAD   -  MOSES (1972)
 GL0519
 GL0519                         *CURRENT SURVEY CONTROL
 GL0519  ___________________________________________________________________
 GL0519* NAD 83(1986)-  36 44 31.     (N)    103 03 14.     (W)     SCALED    
 GL0519* NAVD 88     -      1450.906  (meters)    4760.18   (feet)  ADJUSTED  
 GL0519  ___________________________________________________________________
 GL0519  GEOID HEIGHT-         -22.27  (meters)                     GEOID03
 GL0519  DYNAMIC HT  -        1449.239 (meters)    4754.71  (feet)  COMP
 GL0519  MODELED GRAV-     979,432.2   (mgal)                       NAVD 88
 GL0519
 GL0519  VERT ORDER  -  SECOND    CLASS 0
 GL0519
 GL0519.The horizontal coordinates were scaled from a topographic map and have
 GL0519.an estimated accuracy of +/- 6 seconds.
 GL0519
 GL0519.The orthometric height was determined by differential leveling
 GL0519.and adjusted by the National Geodetic Survey in June 1991..
 GL0519
 GL0519.The geoid height was determined by GEOID03.
 GL0519
 GL0519.The dynamic height is computed by dividing the NAVD 88
 GL0519.geopotential number by the normal gravity value computed on the
 GL0519.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0519.degrees latitude (g = 980.6199 gals.).
 GL0519
 GL0519.The modeled gravity was interpolated from observed gravity values.
 GL0519
 GL0519;                    North         East    Units  Estimated Accuracy
 GL0519;SPC NM E     -   637,600.      279,260.      MT  (+/- 180 meters Scaled)
 GL0519
 GL0519                          SUPERSEDED SURVEY CONTROL
 GL0519
 GL0519  NGVD 29 (??/??/92) 1450.194  (m)         4757.84   (f) ADJ UNCH    2 0
 GL0519
 GL0519.Superseded values are not recommended for survey control.
 GL0519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0519.See file dsdata.txt to determine how the superseded data were derived.
 GL0519
 GL0519_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA737680(NAD 83)
 GL0519_MARKER: DB = BENCH MARK DISK
 GL0519_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0519_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0519_STAMPING: B 273 1955
 GL0519_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0519+STABILITY: SURFACE MOTION
 GL0519
 GL0519  HISTORY     - Date     Condition        Report By
 GL0519  HISTORY     - 1955     MONUMENTED       CGS
 GL0519
 GL0519                          STATION DESCRIPTION
 GL0519
 GL0519'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GL0519'11.2 MI NE FROM SENECA.
 GL0519'9.2 MILES NORTHEAST ALONG STATE HIGHWAY 18 FROM THE POST OFFICE AT
 GL0519'SENECA, THENCE 2.0 MILES NORTH ALONG A GRADED DIRT ROAD, AT A CURVE IN
 GL0519'THE ROAD, 120 FEET NORTH OF THE CENTER LINE OF A ROAD, 156 FEET WEST
 GL0519'OF THE CENTER OF A DRY WASH, 62 FEET WEST OF THE CENTER LINE OF A
 GL0519'TRACK ROAD LEADING NORTH, 1.6 FEET SOUTH OF A WITNESS POST, SET IN THE
 GL0519'TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0426 ***********************************************************************
 GL0426  DESIGNATION -  B 274
 GL0426  PID         -  GL0426
 GL0426  STATE/COUNTY-  NM/UNION
 GL0426  USGS QUAD   -  SENECA (1972)
 GL0426
 GL0426                         *CURRENT SURVEY CONTROL
 GL0426  ___________________________________________________________________
 GL0426* NAD 83(1986)-  36 38 25.     (N)    103 07 36.     (W)     SCALED    
 GL0426* NAVD 88     -      1506.960  (meters)    4944.08   (feet)  ADJUSTED  
 GL0426  ___________________________________________________________________
 GL0426  GEOID HEIGHT-         -22.00  (meters)                     GEOID03
 GL0426  DYNAMIC HT  -        1505.220 (meters)    4938.38  (feet)  COMP
 GL0426  MODELED GRAV-     979,423.7   (mgal)                       NAVD 88
 GL0426
 GL0426  VERT ORDER  -  SECOND    CLASS 0
 GL0426
 GL0426.The horizontal coordinates were scaled from a topographic map and have
 GL0426.an estimated accuracy of +/- 6 seconds.
 GL0426
 GL0426.The orthometric height was determined by differential leveling
 GL0426.and adjusted by the National Geodetic Survey in June 1991..
 GL0426
 GL0426.The geoid height was determined by GEOID03.
 GL0426
 GL0426.The dynamic height is computed by dividing the NAVD 88
 GL0426.geopotential number by the normal gravity value computed on the
 GL0426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0426.degrees latitude (g = 980.6199 gals.).
 GL0426
 GL0426.The modeled gravity was interpolated from observed gravity values.
 GL0426
 GL0426;                    North         East    Units  Estimated Accuracy
 GL0426;SPC NM E     -   626,240.      272,900.      MT  (+/- 180 meters Scaled)
 GL0426
 GL0426                          SUPERSEDED SURVEY CONTROL
 GL0426
 GL0426  NGVD 29 (??/??/92) 1506.250  (m)         4941.76   (f) ADJ UNCH    2 0
 GL0426
 GL0426.Superseded values are not recommended for survey control.
 GL0426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0426.See file dsdata.txt to determine how the superseded data were derived.
 GL0426
 GL0426_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA674566(NAD 83)
 GL0426_MARKER: DB = BENCH MARK DISK
 GL0426_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0426_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0426_STAMPING: B 274 1955
 GL0426_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0426+STABILITY: SURFACE MOTION
 GL0426
 GL0426  HISTORY     - Date     Condition        Report By
 GL0426  HISTORY     - 1955     MONUMENTED       CGS
 GL0426
 GL0426                          STATION DESCRIPTION
 GL0426
 GL0426'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GL0426'0.85 MI N FROM SENECA.
 GL0426'0.85 MILE NORTH ALONG STATE HIGHWAY 18 FROM THE POST OFFICE AT SENECA,
 GL0426'ON THE OUTSIDE OF A CURVE IN THE HIGHWAY, 141 FEET NORTHWEST OF THE
 GL0426'CENTER LINE OF THE HIGHWAY, 44 FEET SOUTH OF THE EXTENDED CENTER LINE
 GL0426'OF A GRADED DIRT ROAD LEADING WEST, IN LINE WITH A ROW OF POWER POLES,
 GL0426'12 FEET WEST OF A POWER POLE, 2.4 FEET NORTH OF A WITNESS POST, SET IN
 GL0426'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.7 FOOT ABOVE THE GROUND,
 GL0426'76 FEET SOUTH OF AN EAST AND WEST FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1259 ***********************************************************************
 GL1259  DESIGNATION -  B 275
 GL1259  PID         -  GL1259
 GL1259  STATE/COUNTY-  NM/UNION
 GL1259  USGS QUAD   -  GRENVILLE (1973)
 GL1259
 GL1259                         *CURRENT SURVEY CONTROL
 GL1259  ___________________________________________________________________
 GL1259* NAD 83(1986)-  36 34 06.     (N)    103 36 50.     (W)     SCALED    
 GL1259* NAVD 88     -      1815.749  (meters)    5957.17   (feet)  ADJUSTED  
 GL1259  ___________________________________________________________________
 GL1259  GEOID HEIGHT-         -20.06  (meters)                     GEOID03
 GL1259  DYNAMIC HT  -        1813.537 (meters)    5949.91  (feet)  COMP
 GL1259  MODELED GRAV-     979,348.3   (mgal)                       NAVD 88
 GL1259
 GL1259  VERT ORDER  -  SECOND    CLASS 0
 GL1259
 GL1259.The horizontal coordinates were scaled from a topographic map and have
 GL1259.an estimated accuracy of +/- 6 seconds.
 GL1259
 GL1259.The orthometric height was determined by differential leveling
 GL1259.and adjusted by the National Geodetic Survey in June 1991..
 GL1259
 GL1259.The geoid height was determined by GEOID03.
 GL1259
 GL1259.The dynamic height is computed by dividing the NAVD 88
 GL1259.geopotential number by the normal gravity value computed on the
 GL1259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL1259.degrees latitude (g = 980.6199 gals.).
 GL1259
 GL1259.The modeled gravity was interpolated from observed gravity values.
 GL1259
 GL1259;                    North         East    Units  Estimated Accuracy
 GL1259;SPC NM E     -   617,820.      229,390.      MT  (+/- 180 meters Scaled)
 GL1259
 GL1259                          SUPERSEDED SURVEY CONTROL
 GL1259
 GL1259  NGVD 29 (??/??/92) 1814.887  (m)         5954.34   (f) ADJ UNCH    2 0
 GL1259
 GL1259.Superseded values are not recommended for survey control.
 GL1259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1259.See file dsdata.txt to determine how the superseded data were derived.
 GL1259
 GL1259_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA240478(NAD 83)
 GL1259_MARKER: DB = BENCH MARK DISK
 GL1259_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL1259_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL1259_STAMPING: B 275 1955
 GL1259_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL1259+STABILITY: SURFACE MOTION
 GL1259
 GL1259  HISTORY     - Date     Condition        Report By
 GL1259  HISTORY     - 1955     MONUMENTED       CGS
 GL1259
 GL1259                          STATION DESCRIPTION
 GL1259
 GL1259'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GL1259'1.8 MI S FROM GRENVILLE.
 GL1259'0.25 MILE WEST ALONG A GRAVELED ROAD FROM THE COLORADO AND SOUTHERN
 GL1259'RAILROAD STATION AT GRENVILLE, THENCE 1.55 MILES SOUTH ALONG STATE
 GL1259'ROAD 120, 116 FEET WEST OF THE CENTER LINE OF THE STATE ROAD, 75 FEET
 GL1259'WEST OF A FENCE, 133 FEET NORTH OF A WINDMILL, 12 FEET NORTH OF A
 GL1259'POWER LINE, 1.8 FEET SOUTH OF A FENCE, 2.3 FEET WEST OF A WITNESS
 GL1259'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE
 GL1259'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0752 ***********************************************************************
 FM0752  DESIGNATION -  B 276
 FM0752  PID         -  FM0752
 FM0752  STATE/COUNTY-  NM/HARDING
 FM0752  USGS QUAD   -  CIRCLE BAR RANCH (1973)
 FM0752
 FM0752                         *CURRENT SURVEY CONTROL
 FM0752  ___________________________________________________________________
 FM0752* NAD 83(1986)-  35 49 50.     (N)    103 38 12.     (W)     SCALED    
 FM0752* NAVD 88     -      1342.796  (meters)    4405.49   (feet)  ADJUSTED  
 FM0752  ___________________________________________________________________
 FM0752  GEOID HEIGHT-         -21.38  (meters)                     GEOID03
 FM0752  DYNAMIC HT  -        1341.194 (meters)    4400.23  (feet)  COMP
 FM0752  MODELED GRAV-     979,393.2   (mgal)                       NAVD 88
 FM0752
 FM0752  VERT ORDER  -  SECOND    CLASS 0
 FM0752
 FM0752.The horizontal coordinates were scaled from a topographic map and have
 FM0752.an estimated accuracy of +/- 6 seconds.
 FM0752
 FM0752.The orthometric height was determined by differential leveling
 FM0752.and adjusted by the National Geodetic Survey in June 1991..
 FM0752
 FM0752.The geoid height was determined by GEOID03.
 FM0752
 FM0752.The dynamic height is computed by dividing the NAVD 88
 FM0752.geopotential number by the normal gravity value computed on the
 FM0752.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0752.degrees latitude (g = 980.6199 gals.).
 FM0752
 FM0752.The modeled gravity was interpolated from observed gravity values.
 FM0752
 FM0752;                    North         East    Units  Estimated Accuracy
 FM0752;SPC NM E     -   535,940.      227,940.      MT  (+/- 180 meters Scaled)
 FM0752
 FM0752                          SUPERSEDED SURVEY CONTROL
 FM0752
 FM0752  NGVD 29 (??/??/92) 1342.156  (m)         4403.39   (f) ADJ UNCH    2 0
 FM0752
 FM0752.Superseded values are not recommended for survey control.
 FM0752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0752.See file dsdata.txt to determine how the superseded data were derived.
 FM0752
 FM0752_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFV231660(NAD 83)
 FM0752_MARKER: DB = BENCH MARK DISK
 FM0752_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0752_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0752_STAMPING: B 276 1955
 FM0752_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0752+STABILITY: SURFACE MOTION
 FM0752
 FM0752  HISTORY     - Date     Condition        Report By
 FM0752  HISTORY     - 1955     MONUMENTED       CGS
 FM0752
 FM0752                          STATION DESCRIPTION
 FM0752
 FM0752'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 FM0752'11.2 MI W FROM ROSEBUD.
 FM0752'11.2 MILES WEST ALONG STATE HIGHWAY 65 FROM THE SCHOOL AT ROSEBUD, 64
 FM0752'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 38 FEET WEST OF THE
 FM0752'CENTER LINE OF A PRIVATE ROAD LEADING SOUTH, 32 FEET WEST OF THE WEST
 FM0752'END OF A CATTLE GUARD, 3.5 FEET NORTH OF A FENCE, 2 FEET EAST OF A
 FM0752'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3
 FM0752'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1020 ***********************************************************************
 GL1020  DESIGNATION -  B 277
 GL1020  PID         -  GL1020
 GL1020  STATE/COUNTY-  NM/HARDING
 GL1020  USGS QUAD   -  MINNIE BUTTE (1973)
 GL1020
 GL1020                         *CURRENT SURVEY CONTROL
 GL1020  ___________________________________________________________________
 GL1020* NAD 83(1986)-  36 02 50.     (N)    103 35 40.     (W)     SCALED    
 GL1020* NAVD 88     -      1463.236  (meters)    4800.63   (feet)  ADJUSTED  
 GL1020  ___________________________________________________________________
 GL1020  GEOID HEIGHT-         -20.93  (meters)                     GEOID03
 GL1020  DYNAMIC HT  -        1461.502 (meters)    4794.94  (feet)  COMP
 GL1020  MODELED GRAV-     979,395.2   (mgal)                       NAVD 88
 GL1020
 GL1020  VERT ORDER  -  SECOND    CLASS 0
 GL1020
 GL1020.The horizontal coordinates were scaled from a topographic map and have
 GL1020.an estimated accuracy of +/- 6 seconds.
 GL1020
 GL1020.The orthometric height was determined by differential leveling
 GL1020.and adjusted by the National Geodetic Survey in June 1991..
 GL1020
 GL1020.The geoid height was determined by GEOID03.
 GL1020
 GL1020.The dynamic height is computed by dividing the NAVD 88
 GL1020.geopotential number by the normal gravity value computed on the
 GL1020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL1020.degrees latitude (g = 980.6199 gals.).
 GL1020
 GL1020.The modeled gravity was interpolated from observed gravity values.
 GL1020
 GL1020;                    North         East    Units  Estimated Accuracy
 GL1020;SPC NM E     -   560,010.      231,580.      MT  (+/- 180 meters Scaled)
 GL1020
 GL1020                          SUPERSEDED SURVEY CONTROL
 GL1020
 GL1020  NGVD 29 (??/??/92) 1462.559  (m)         4798.41   (f) ADJ UNCH    2 0
 GL1020
 GL1020.Superseded values are not recommended for survey control.
 GL1020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1020.See file dsdata.txt to determine how the superseded data were derived.
 GL1020
 GL1020_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFV266901(NAD 83)
 GL1020_MARKER: DB = BENCH MARK DISK
 GL1020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL1020_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL1020_STAMPING: B 277 1955
 GL1020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL1020+STABILITY: SURFACE MOTION
 GL1020
 GL1020  HISTORY     - Date     Condition        Report By
 GL1020  HISTORY     - 1955     MONUMENTED       CGS
 GL1020  HISTORY     - 1973     GOOD             USGS
 GL1020
 GL1020                          STATION DESCRIPTION
 GL1020
 GL1020'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GL1020'8.1 MI NE FROM BUEYEROS.
 GL1020'2.5 MILES NORTHEAST ALONG STATE HIGHWAY 57 FROM THE POST OFFICE AT
 GL1020'BUEYEROS, THENCE 5.6 MILES NORTHEAST ALONG A GRADED DIRT ROAD, 0.4
 GL1020'MILE SOUTH OF A SMALL HOUSE, 283 FEET NORTH OF THE NORTHWEST END OF A
 GL1020'CATTLE GUARD, 73 FEET NORTHWEST OF THE CENTER LINE OF A ROAD, 19 FEET
 GL1020'SOUTHEAST OF A POWER POLE, SET IN THE TOP OF A CONCRETE POST WHICH
 GL1020'PROJECTS 0.5 FOOT ABOVE THE GROUND.  NOTE-- STATE HIGHWAY 57 IS NOW
 GL1020'STATE HIGHWAY 102.
 GL1020
 GL1020                          STATION RECOVERY (1973)
 GL1020
 GL1020'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 GL1020'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1046 ***********************************************************************
 GL1046  DESIGNATION -  B 278
 GL1046  PID         -  GL1046
 GL1046  STATE/COUNTY-  NM/HARDING
 GL1046  USGS QUAD   -  YATES SE (1973)
 GL1046
 GL1046                         *CURRENT SURVEY CONTROL
 GL1046  ___________________________________________________________________
 GL1046* NAD 83(1986)-  36 03 24.     (N)    103 52 16.     (W)     SCALED    
 GL1046* NAVD 88     -      1686.091  (meters)    5531.78   (feet)  ADJUSTED  
 GL1046  ___________________________________________________________________
 GL1046  GEOID HEIGHT-         -19.99  (meters)                     GEOID03
 GL1046  DYNAMIC HT  -        1684.028 (meters)    5525.02  (feet)  COMP
 GL1046  MODELED GRAV-     979,348.7   (mgal)                       NAVD 88
 GL1046
 GL1046  VERT ORDER  -  SECOND    CLASS 0
 GL1046
 GL1046.The horizontal coordinates were scaled from a topographic map and have
 GL1046.an estimated accuracy of +/- 6 seconds.
 GL1046
 GL1046.The orthometric height was determined by differential leveling
 GL1046.and adjusted by the National Geodetic Survey in June 1991..
 GL1046
 GL1046.The geoid height was determined by GEOID03.
 GL1046
 GL1046.The dynamic height is computed by dividing the NAVD 88
 GL1046.geopotential number by the normal gravity value computed on the
 GL1046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL1046.degrees latitude (g = 980.6199 gals.).
 GL1046
 GL1046.The modeled gravity was interpolated from observed gravity values.
 GL1046
 GL1046;                    North         East    Units  Estimated Accuracy
 GL1046;SPC NM E     -   560,900.      206,640.      MT  (+/- 180 meters Scaled)
 GL1046
 GL1046                          SUPERSEDED SURVEY CONTROL
 GL1046
 GL1046  NGVD 29 (??/??/92) 1685.347  (m)         5529.34   (f) ADJ UNCH    2 0
 GL1046
 GL1046.Superseded values are not recommended for survey control.
 GL1046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1046.See file dsdata.txt to determine how the superseded data were derived.
 GL1046
 GL1046_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFV016908(NAD 83)
 GL1046_MARKER: DB = BENCH MARK DISK
 GL1046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL1046_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL1046_STAMPING: B 278 1955
 GL1046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL1046+STABILITY: SURFACE MOTION
 GL1046
 GL1046  HISTORY     - Date     Condition        Report By
 GL1046  HISTORY     - 1955     MONUMENTED       CGS
 GL1046
 GL1046                          STATION DESCRIPTION
 GL1046
 GL1046'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GL1046'6.8 MI S FROM YATES.
 GL1046'5.0 MILES SOUTH ALONG STATE HIGHWAY 120 FROM THE ABANDONED SCHOOL AT
 GL1046'YATES, THENCE 1.8 MILES EAST ALONG STATE HIGHWAY 57, 51 FEET SOUTH OF
 GL1046'THE CENTER LINE OF THE HIGHWAY, 45 FEET SOUTH OF THE SOUTH END OF A
 GL1046'CATTLE GUARD, 3 FEET NORTH OF A POWER POLE, 2 FEET EAST OF A FENCE, 2
 GL1046'FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 GL1046'PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0765 ***********************************************************************
 GL0765  DESIGNATION -  B 279
 GL0765  PID         -  GL0765
 GL0765  STATE/COUNTY-  NM/UNION
 GL0765  USGS QUAD   -  CLAPHAM (1966)
 GL0765
 GL0765                         *CURRENT SURVEY CONTROL
 GL0765  ___________________________________________________________________
 GL0765* NAD 83(1986)-  36 11 15.     (N)    103 18 42.     (W)     SCALED    
 GL0765* NAVD 88     -      1483.411  (meters)    4866.82   (feet)  ADJUSTED  
 GL0765  ___________________________________________________________________
 GL0765  GEOID HEIGHT-         -21.93  (meters)                     GEOID03
 GL0765  DYNAMIC HT  -        1481.636 (meters)    4861.00  (feet)  COMP
 GL0765  MODELED GRAV-     979,384.0   (mgal)                       NAVD 88
 GL0765
 GL0765  VERT ORDER  -  SECOND    CLASS 0
 GL0765
 GL0765.The horizontal coordinates were scaled from a topographic map and have
 GL0765.an estimated accuracy of +/- 6 seconds.
 GL0765
 GL0765.The orthometric height was determined by differential leveling
 GL0765.and adjusted by the National Geodetic Survey in June 1991..
 GL0765
 GL0765.The geoid height was determined by GEOID03.
 GL0765
 GL0765.The dynamic height is computed by dividing the NAVD 88
 GL0765.geopotential number by the normal gravity value computed on the
 GL0765.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0765.degrees latitude (g = 980.6199 gals.).
 GL0765
 GL0765.The modeled gravity was interpolated from observed gravity values.
 GL0765
 GL0765;                    North         East    Units  Estimated Accuracy
 GL0765;SPC NM E     -   575,810.      256,890.      MT  (+/- 180 meters Scaled)
 GL0765
 GL0765                          SUPERSEDED SURVEY CONTROL
 GL0765
 GL0765  NGVD 29 (??/??/92) 1482.701  (m)         4864.49   (f) ADJ UNCH    2 0
 GL0765
 GL0765.Superseded values are not recommended for survey control.
 GL0765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0765.See file dsdata.txt to determine how the superseded data were derived.
 GL0765
 GL0765_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA518060(NAD 83)
 GL0765_MARKER: DB = BENCH MARK DISK
 GL0765_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0765_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0765_STAMPING: B 279 1955
 GL0765_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0765+STABILITY: SURFACE MOTION
 GL0765
 GL0765  HISTORY     - Date     Condition        Report By
 GL0765  HISTORY     - 1955     MONUMENTED       CGS
 GL0765  HISTORY     - 1964     GOOD             NGS
 GL0765
 GL0765                          STATION DESCRIPTION
 GL0765
 GL0765'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 GL0765'3.9 MI NE FROM CLAPHAM.
 GL0765'3.9 MILES NORTHEAST ALONG A GRADED DIRT ROAD FROM THE SCHOOL AT
 GL0765'CLAPHAM, 109 FEET NORTHWEST OF THE NORTHWEST CORNER OF A CATTLE GUARD,
 GL0765'62 FEET WEST OF THE CENTER LINE OF A ROAD LEADING NORTH, 72 FEET NORTH
 GL0765'OF THE CENTER LINE OF AN EAST AND WEST ROAD, 2 FEET SOUTHEAST OF A
 GL0765'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4
 GL0765'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0283 ***********************************************************************
 FN0283  DESIGNATION -  B 28
 FN0283  PID         -  FN0283
 FN0283  STATE/COUNTY-  NM/SANTA FE
 FN0283  USGS QUAD   -  GALISTEO (1966)
 FN0283
 FN0283                         *CURRENT SURVEY CONTROL
 FN0283  ___________________________________________________________________
 FN0283* NAD 83(1986)-  35 25 01.     (N)    105 58 04.     (W)     SCALED    
 FN0283* NAVD 88     -      1847.006  (meters)    6059.72   (feet)  ADJUSTED  
 FN0283  ___________________________________________________________________
 FN0283  GEOID HEIGHT-         -19.22  (meters)                     GEOID03
 FN0283  DYNAMIC HT  -        1844.471 (meters)    6051.40  (feet)  COMP
 FN0283  MODELED GRAV-     979,195.4   (mgal)                       NAVD 88
 FN0283
 FN0283  VERT ORDER  -  FIRST     CLASS II
 FN0283
 FN0283.The horizontal coordinates were scaled from a topographic map and have
 FN0283.an estimated accuracy of +/- 6 seconds.
 FN0283
 FN0283.The orthometric height was determined by differential leveling
 FN0283.and adjusted by the National Geodetic Survey in June 1991..
 FN0283
 FN0283.The geoid height was determined by GEOID03.
 FN0283
 FN0283.The dynamic height is computed by dividing the NAVD 88
 FN0283.geopotential number by the normal gravity value computed on the
 FN0283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FN0283.degrees latitude (g = 980.6199 gals.).
 FN0283
 FN0283.The modeled gravity was interpolated from observed gravity values.
 FN0283
 FN0283;                    North         East    Units  Estimated Accuracy
 FN0283;SPC NM C     -   489,860.      525,630.      MT  (+/- 180 meters Scaled)
 FN0283
 FN0283                          SUPERSEDED SURVEY CONTROL
 FN0283
 FN0283  NGVD 29 (??/??/92) 1846.042  (m)         6056.56   (f) ADJ UNCH    1 2
 FN0283
 FN0283.Superseded values are not recommended for survey control.
 FN0283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0283.See file dsdata.txt to determine how the superseded data were derived.
 FN0283
 FN0283_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV121197(NAD 83)
 FN0283_MARKER: DB = BENCH MARK DISK
 FN0283_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FN0283_SP_SET: ABUTMENT
 FN0283_STAMPING: B 28 1933
 FN0283_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FN0283
 FN0283  HISTORY     - Date     Condition        Report By
 FN0283  HISTORY     - 1933     MONUMENTED       CGS
 FN0283  HISTORY     - 1934     GOOD             NGS
 FN0283
 FN0283                          STATION DESCRIPTION
 FN0283
 FN0283'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FN0283'1.8 MI E FROM KENNEDY.
 FN0283'1.8 MILES E OF KENNEDY, ALONG THE A.T. AND S.F. R.R. 4.7 MILES WEST OF
 FN0283'SPIESS AND 77 YARDS SOUTH OF M.P. 842 IN THE SW END OF THE NORTH
 FN0283'ABUTMENT OF 200 FT. STEEL GIRDER BALLAST DECK BRIDGE NO. 842B.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0968 ***********************************************************************
 GL0968  DESIGNATION -  B 280
 GL0968  PID         -  GL0968
 GL0968  STATE/COUNTY-  NM/UNION
 GL0968  USGS QUAD   -  ARAGON HILL (1977)
 GL0968
 GL0968                         *CURRENT SURVEY CONTROL
 GL0968  ___________________________________________________________________
 GL0968* NAD 83(1986)-  36 13 26.     (N)    103 49 48.     (W)     SCALED    
 GL0968* NAVD 88     -      1725.204  (meters)    5660.11   (feet)  ADJUSTED  
 GL0968  ___________________________________________________________________
 GL0968  GEOID HEIGHT-         -19.75  (meters)                     GEOID03
 GL0968  DYNAMIC HT  -        1723.094 (meters)    5653.18  (feet)  COMP
 GL0968  MODELED GRAV-     979,347.5   (mgal)                       NAVD 88
 GL0968
 GL0968  VERT ORDER  -  SECOND    CLASS 0
 GL0968
 GL0968.The horizontal coordinates were scaled from a topographic map and have
 GL0968.an estimated accuracy of +/- 6 seconds.
 GL0968
 GL0968.The orthometric height was determined by differential leveling
 GL0968.and adjusted by the National Geodetic Survey in June 1991..
 GL0968
 GL0968.The geoid height was determined by GEOID03.
 GL0968
 GL0968.The dynamic height is computed by dividing the NAVD 88
 GL0968.geopotential number by the normal gravity value computed on the
 GL0968.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0968.degrees latitude (g = 980.6199 gals.).
 GL0968
 GL0968.The modeled gravity was interpolated from observed gravity values.
 GL0968
 GL0968;                    North         East    Units  Estimated Accuracy
 GL0968;SPC NM E     -   579,480.      210,250.      MT  (+/- 180 meters Scaled)
 GL0968
 GL0968                          SUPERSEDED SURVEY CONTROL
 GL0968
 GL0968  NGVD 29 (??/??/92) 1724.432  (m)         5657.57   (f) ADJ UNCH    2 0
 GL0968
 GL0968.Superseded values are not recommended for survey control.
 GL0968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0968.See file dsdata.txt to determine how the superseded data were derived.
 GL0968
 GL0968_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA051094(NAD 83)
 GL0968_MARKER: DB = BENCH MARK DISK
 GL0968_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0968_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0968_STAMPING: B 280 1955
 GL0968_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0968+STABILITY: SURFACE MOTION
 GL0968
 GL0968  HISTORY     - Date     Condition        Report By
 GL0968  HISTORY     - 1955     MONUMENTED       CGS
 GL0968  HISTORY     - 1973     GOOD             USGS
 GL0968
 GL0968                          STATION DESCRIPTION
 GL0968
 GL0968'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GL0968'13.6 MI SE FROM GLADSTONE.
 GL0968'8.0 MILES EAST ALONG STATE HIGHWAY 58 FROM THE POST OFFICE AT
 GL0968'GLADSTONE, THENCE 5.6 MILES SOUTH ALONG STATE HIGHWAY 120, 60 FEET
 GL0968'SOUTHWEST OF THE CENTER OF THE JUNCTION WITH A ROAD LEADING SOUTHEAST,
 GL0968'35 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 8 FEET NORTH OF A
 GL0968'POWER POLE, 2.5 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A
 GL0968'CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND. NOTE-- STATE
 GL0968'HIGHWAY 58 IS NOW US HIGHWAY 56.
 GL0968
 GL0968                          STATION RECOVERY (1973)
 GL0968
 GL0968'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 GL0968'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1032 ***********************************************************************
 GL1032  DESIGNATION -  B 281
 GL1032  PID         -  GL1032
 GL1032  STATE/COUNTY-  NM/UNION
 GL1032  USGS QUAD   -  BEENHAM SW (1977)
 GL1032
 GL1032                         *CURRENT SURVEY CONTROL
 GL1032  ___________________________________________________________________
 GL1032* NAD 83(1986)-  36 06 35.     (N)    103 44 27.     (W)     SCALED    
 GL1032* NAVD 88     -      1640.006  (meters)    5380.59   (feet)  ADJUSTED  
 GL1032  ___________________________________________________________________
 GL1032  GEOID HEIGHT-         -20.28  (meters)                     GEOID03
 GL1032  DYNAMIC HT  -        1638.021 (meters)    5374.07  (feet)  COMP
 GL1032  MODELED GRAV-     979,363.4   (mgal)                       NAVD 88
 GL1032
 GL1032  VERT ORDER  -  SECOND    CLASS 0
 GL1032
 GL1032.The horizontal coordinates were scaled from a topographic map and have
 GL1032.an estimated accuracy of +/- 6 seconds.
 GL1032
 GL1032.The orthometric height was determined by differential leveling
 GL1032.and adjusted by the National Geodetic Survey in June 1991..
 GL1032
 GL1032.The geoid height was determined by GEOID03.
 GL1032
 GL1032.The dynamic height is computed by dividing the NAVD 88
 GL1032.geopotential number by the normal gravity value computed on the
 GL1032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL1032.degrees latitude (g = 980.6199 gals.).
 GL1032
 GL1032.The modeled gravity was interpolated from observed gravity values.
 GL1032
 GL1032;                    North         East    Units  Estimated Accuracy
 GL1032;SPC NM E     -   566,850.      218,340.      MT  (+/- 180 meters Scaled)
 GL1032
 GL1032                          SUPERSEDED SURVEY CONTROL
 GL1032
 GL1032  NGVD 29 (??/??/92) 1639.283  (m)         5378.21   (f) ADJ UNCH    2 0
 GL1032
 GL1032.Superseded values are not recommended for survey control.
 GL1032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1032.See file dsdata.txt to determine how the superseded data were derived.
 GL1032
 GL1032_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFV133968(NAD 83)
 GL1032_MARKER: DB = BENCH MARK DISK
 GL1032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL1032_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL1032_STAMPING: B 281 1955
 GL1032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL1032+STABILITY: SURFACE MOTION
 GL1032
 GL1032  HISTORY     - Date     Condition        Report By
 GL1032  HISTORY     - 1955     MONUMENTED       CGS
 GL1032  HISTORY     - 1973     GOOD             USGS
 GL1032
 GL1032                          STATION DESCRIPTION
 GL1032
 GL1032'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GL1032'25.05 MI SE FROM GLADSTONE.
 GL1032'8.0 MILES EAST ALONG STATE HIGHWAY 58 FROM THE POST OFFICE AT
 GL1032'GLADSTONE, THENCE 5.6 MILES SOUTH ALONG STATE HIGHWAY 120, THENCE 2.1
 GL1032'MILES SOUTHEAST ALONG A GRADED DIRT ROAD, THENCE 9.35 MILES SOUTHEAST
 GL1032'ALONG A TRACK ROAD, 28 FEET NORTHEAST OF THE CENTER LINE OF A ROAD, 38
 GL1032'FEET NORTH OF THE CENTER OF A WIRE GATE, 2.5 FEET WEST OF A FENCE, 2
 GL1032'FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 GL1032'PROJECTS 0.4 FOOT ABOVE THE GROUND.  NOTE-- STATE HIGHWAY 58 IS NOW US
 GL1032'HIGHWAY 56.
 GL1032
 GL1032                          STATION RECOVERY (1973)
 GL1032
 GL1032'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 GL1032'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0727 ***********************************************************************
 GL0727  DESIGNATION -  B 282
 GL0727  PID         -  GL0727
 GL0727  STATE/COUNTY-  NM/UNION
 GL0727  USGS QUAD   -  TATE SCHOOL (1966)
 GL0727
 GL0727                         *CURRENT SURVEY CONTROL
 GL0727  ___________________________________________________________________
 GL0727* NAD 83(1986)-  36 19 37.     (N)    103 26 18.     (W)     SCALED    
 GL0727* NAVD 88     -      1615.396  (meters)    5299.85   (feet)  ADJUSTED  
 GL0727  ___________________________________________________________________
 GL0727  GEOID HEIGHT-         -21.16  (meters)                     GEOID03
 GL0727  DYNAMIC HT  -        1613.441 (meters)    5293.43  (feet)  COMP
 GL0727  MODELED GRAV-     979,364.4   (mgal)                       NAVD 88
 GL0727
 GL0727  VERT ORDER  -  SECOND    CLASS 0
 GL0727
 GL0727.The horizontal coordinates were scaled from a topographic map and have
 GL0727.an estimated accuracy of +/- 6 seconds.
 GL0727
 GL0727.The orthometric height was determined by differential leveling
 GL0727.and adjusted by the National Geodetic Survey in June 1991..
 GL0727
 GL0727.The geoid height was determined by GEOID03.
 GL0727
 GL0727.The dynamic height is computed by dividing the NAVD 88
 GL0727.geopotential number by the normal gravity value computed on the
 GL0727.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0727.degrees latitude (g = 980.6199 gals.).
 GL0727
 GL0727.The modeled gravity was interpolated from observed gravity values.
 GL0727
 GL0727;                    North         East    Units  Estimated Accuracy
 GL0727;SPC NM E     -   591,170.      245,360.      MT  (+/- 180 meters Scaled)
 GL0727
 GL0727                          SUPERSEDED SURVEY CONTROL
 GL0727
 GL0727  NGVD 29 (??/??/92) 1614.617  (m)         5297.29   (f) ADJ UNCH    2 0
 GL0727
 GL0727.Superseded values are not recommended for survey control.
 GL0727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0727.See file dsdata.txt to determine how the superseded data were derived.
 GL0727
 GL0727_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA401213(NAD 83)
 GL0727_MARKER: DB = BENCH MARK DISK
 GL0727_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0727_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0727_STAMPING: B 282 1955
 GL0727_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0727+STABILITY: SURFACE MOTION
 GL0727
 GL0727  HISTORY     - Date     Condition        Report By
 GL0727  HISTORY     - 1955     MONUMENTED       CGS
 GL0727
 GL0727                          STATION DESCRIPTION
 GL0727
 GL0727'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GL0727'19.6 MI SW FROM CLAYTON.
 GL0727'16.6 MILES SOUTHWEST ALONG STATE HIGHWAY 58 FROM THE COLORADO AND
 GL0727'SOUTHERN RAILROAD STATION AT CLAYTON, THENCE 0.6 MILE SOUTH ALONG A
 GL0727'GRADED DIRT ROAD, THENCE 0.2 MILE WEST ALONG OLD STATE HIGHWAY 58,
 GL0727'THENCE 1.2 MILES SOUTH ALONG OLD STATE HIGHWAY 58, THENCE 1.0 MILE
 GL0727'SOUTHEAST ALONG A TRACK ROAD, ON TOP OF A RIDGE, 0.15 MILE NORTHWEST
 GL0727'OF A JUNCTION WITH A ROAD LEADING SOUTH, 42 FEET SOUTHWEST OF THE
 GL0727'CENTER LINE OF A ROAD, 2.8 FEET NORTHEAST OF A WITNESS POST, SET IN
 GL0727'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0672 ***********************************************************************
 GL0672  DESIGNATION -  B 283
 GL0672  PID         -  GL0672
 GL0672  STATE/COUNTY-  NM/UNION
 GL0672  USGS QUAD   -  SEDAN (1970)
 GL0672
 GL0672                         *CURRENT SURVEY CONTROL
 GL0672  ___________________________________________________________________
 GL0672* NAD 83(1986)-  36 11 14.     (N)    103 12 13.     (W)     SCALED    
 GL0672* NAVD 88     -      1456.936  (meters)    4779.96   (feet)  ADJUSTED  
 GL0672  ___________________________________________________________________
 GL0672  GEOID HEIGHT-         -22.40  (meters)                     GEOID03
 GL0672  DYNAMIC HT  -        1455.191 (meters)    4774.24  (feet)  COMP
 GL0672  MODELED GRAV-     979,383.3   (mgal)                       NAVD 88
 GL0672
 GL0672  VERT ORDER  -  SECOND    CLASS 0
 GL0672
 GL0672.The horizontal coordinates were scaled from a topographic map and have
 GL0672.an estimated accuracy of +/- 6 seconds.
 GL0672
 GL0672.The orthometric height was determined by differential leveling
 GL0672.and adjusted by the National Geodetic Survey in June 1991..
 GL0672
 GL0672.The geoid height was determined by GEOID03.
 GL0672
 GL0672.The dynamic height is computed by dividing the NAVD 88
 GL0672.geopotential number by the normal gravity value computed on the
 GL0672.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0672.degrees latitude (g = 980.6199 gals.).
 GL0672
 GL0672.The modeled gravity was interpolated from observed gravity values.
 GL0672
 GL0672;                    North         East    Units  Estimated Accuracy
 GL0672;SPC NM E     -   575,880.      266,610.      MT  (+/- 180 meters Scaled)
 GL0672
 GL0672                          SUPERSEDED SURVEY CONTROL
 GL0672
 GL0672  NGVD 29 (??/??/92) 1456.236  (m)         4777.67   (f) ADJ UNCH    2 0
 GL0672
 GL0672.Superseded values are not recommended for survey control.
 GL0672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0672.See file dsdata.txt to determine how the superseded data were derived.
 GL0672
 GL0672_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA615062(NAD 83)
 GL0672_MARKER: DB = BENCH MARK DISK
 GL0672_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0672_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0672_STAMPING: B 283 1955
 GL0672_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0672+STABILITY: SURFACE MOTION
 GL0672
 GL0672  HISTORY     - Date     Condition        Report By
 GL0672  HISTORY     - 1955     MONUMENTED       CGS
 GL0672
 GL0672                          STATION DESCRIPTION
 GL0672
 GL0672'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GL0672'19.6 MI S FROM CLAYTON.
 GL0672'18.6 MILES SOUTH ALONG STATE HIGHWAY 18 FROM THE COURTHOUSE AT
 GL0672'CLAYTON, THENCE 1.0 MILE WEST ALONG A GRADED DIRT ROAD, 39 FEET SOUTH
 GL0672'OF THE CENTER LINE OF A ROAD, 16 FEET WEST OF THE CENTER LINE OF A DIM
 GL0672'TRACK ROAD LEADING SOUTH, 16 FEET WEST OF THE CENTER OF A WIRE GATE,
 GL0672'2.5 FEET SOUTH OF A FENCE, 3 FEET EAST OF A WITNESS POST, SET IN THE
 GL0672'TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0830 ***********************************************************************
 GL0830  DESIGNATION -  B 284
 GL0830  PID         -  GL0830
 GL0830  STATE/COUNTY-  NM/UNION
 GL0830  USGS QUAD   -  TEXLINE SOUTH (1970)
 GL0830
 GL0830                         *CURRENT SURVEY CONTROL
 GL0830  ___________________________________________________________________
 GL0830* NAD 83(1986)-  36 21 03.     (N)    103 04 35.     (W)     SCALED    
 GL0830* NAVD 88     -      1439.167  (meters)    4721.67   (feet)  ADJUSTED  
 GL0830  ___________________________________________________________________
 GL0830  GEOID HEIGHT-         -22.62  (meters)                     GEOID03
 GL0830  DYNAMIC HT  -        1437.471 (meters)    4716.10  (feet)  COMP
 GL0830  MODELED GRAV-     979,403.1   (mgal)                       NAVD 88
 GL0830
 GL0830  VERT ORDER  -  SECOND    CLASS 0
 GL0830
 GL0830.The horizontal coordinates were scaled from a topographic map and have
 GL0830.an estimated accuracy of +/- 6 seconds.
 GL0830
 GL0830.The orthometric height was determined by differential leveling
 GL0830.and adjusted by the National Geodetic Survey in June 1991..
 GL0830
 GL0830.The geoid height was determined by GEOID03.
 GL0830
 GL0830.The dynamic height is computed by dividing the NAVD 88
 GL0830.geopotential number by the normal gravity value computed on the
 GL0830.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0830.degrees latitude (g = 980.6199 gals.).
 GL0830
 GL0830.The modeled gravity was interpolated from observed gravity values.
 GL0830
 GL0830;                    North         East    Units  Estimated Accuracy
 GL0830;SPC NM E     -   594,180.      277,820.      MT  (+/- 180 meters Scaled)
 GL0830
 GL0830                          SUPERSEDED SURVEY CONTROL
 GL0830
 GL0830  NGVD 29 (??/??/92) 1438.476  (m)         4719.40   (f) ADJ UNCH    2 0
 GL0830
 GL0830.Superseded values are not recommended for survey control.
 GL0830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0830.See file dsdata.txt to determine how the superseded data were derived.
 GL0830
 GL0830_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA726245(NAD 83)
 GL0830_MARKER: DB = BENCH MARK DISK
 GL0830_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0830_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0830_STAMPING: B 284 1955
 GL0830_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0830+STABILITY: SURFACE MOTION
 GL0830
 GL0830  HISTORY     - Date     Condition        Report By
 GL0830  HISTORY     - 1955     MONUMENTED       CGS
 GL0830
 GL0830                          STATION DESCRIPTION
 GL0830
 GL0830'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GL0830'13.2 MI SE FROM CLAYTON.
 GL0830'7.4 MILES SOUTH ALONG STATE HIGHWAY 18 FROM THE COURTHOUSE AT CLAYTON,
 GL0830'THENCE 5.8 MILES EAST ALONG A GRADED DIRT ROAD, 84 FEET WEST OF THE
 GL0830'CENTER LINE OF AN ABANDONED ROAD LEADING SOUTH, 30 FEET SOUTH OF THE
 GL0830'CENTER LINE OF AN EAST AND WEST ROAD, 136.6 FEET EAST OF A POWER POLE,
 GL0830'IN LINE WITH A ROW OF POWER POLES, 2.5 FEET NORTH OF A FENCE, 2 FEET
 GL0830'WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 GL0830'PROJECTS 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0844 ***********************************************************************
 GL0844  DESIGNATION -  B 285
 GL0844  PID         -  GL0844
 GL0844  STATE/COUNTY-  NM/UNION
 GL0844  USGS QUAD   -  SEDAN NE (1970)
 GL0844
 GL0844                         *CURRENT SURVEY CONTROL
 GL0844  ___________________________________________________________________
 GL0844* NAD 83(1986)-  36 08 41.     (N)    103 03 39.     (W)     SCALED    
 GL0844* NAVD 88     -      1382.154  (meters)    4534.62   (feet)  ADJUSTED  
 GL0844  ___________________________________________________________________
 GL0844  GEOID HEIGHT-         -23.01  (meters)                     GEOID03
 GL0844  DYNAMIC HT  -        1380.514 (meters)    4529.24  (feet)  COMP
 GL0844  MODELED GRAV-     979,398.0   (mgal)                       NAVD 88
 GL0844
 GL0844  VERT ORDER  -  SECOND    CLASS 0
 GL0844
 GL0844.The horizontal coordinates were scaled from a topographic map and have
 GL0844.an estimated accuracy of +/- 6 seconds.
 GL0844
 GL0844.The orthometric height was determined by differential leveling
 GL0844.and adjusted by the National Geodetic Survey in June 1991..
 GL0844
 GL0844.The geoid height was determined by GEOID03.
 GL0844
 GL0844.The dynamic height is computed by dividing the NAVD 88
 GL0844.geopotential number by the normal gravity value computed on the
 GL0844.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0844.degrees latitude (g = 980.6199 gals.).
 GL0844
 GL0844.The modeled gravity was interpolated from observed gravity values.
 GL0844
 GL0844;                    North         East    Units  Estimated Accuracy
 GL0844;SPC NM E     -   571,330.      279,520.      MT  (+/- 180 meters Scaled)
 GL0844
 GL0844                          SUPERSEDED SURVEY CONTROL
 GL0844
 GL0844  NGVD 29 (??/??/92) 1381.482  (m)         4532.41   (f) ADJ UNCH    2 0
 GL0844
 GL0844.Superseded values are not recommended for survey control.
 GL0844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0844.See file dsdata.txt to determine how the superseded data were derived.
 GL0844
 GL0844_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA744017(NAD 83)
 GL0844_MARKER: DB = BENCH MARK DISK
 GL0844_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0844_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0844_STAMPING: B 285 1955
 GL0844_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0844+STABILITY: SURFACE MOTION
 GL0844
 GL0844  HISTORY     - Date     Condition        Report By
 GL0844  HISTORY     - 1955     MONUMENTED       CGS
 GL0844
 GL0844                          STATION DESCRIPTION
 GL0844
 GL0844'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GL0844'3.9 MI E FROM SEDAN.
 GL0844'3.9 MILES EAST ALONG STATE HIGHWAY 102 FROM THE PUBLIC SCHOOL AT
 GL0844'SEDAN, 80 FEET WEST OF THE CENTER LINE OF A NORTH AND SOUTH ROAD, 49
 GL0844'FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 2.5 FEET EAST OF A
 GL0844'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4
 GL0844'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0737 ***********************************************************************
 FM0737  DESIGNATION -  B 286
 FM0737  PID         -  FM0737
 FM0737  STATE/COUNTY-  NM/HARDING
 FM0737  USGS QUAD   -  BUEYEROS (1973)
 FM0737
 FM0737                         *CURRENT SURVEY CONTROL
 FM0737  ___________________________________________________________________
 FM0737* NAD 83(1986)-  35 59 55.     (N)    103 38 28.     (W)     SCALED    
 FM0737* NAVD 88     -      1409.255  (meters)    4623.53   (feet)  ADJUSTED  
 FM0737  ___________________________________________________________________
 FM0737  GEOID HEIGHT-         -20.91  (meters)                     GEOID03
 FM0737  DYNAMIC HT  -        1407.587 (meters)    4618.06  (feet)  COMP
 FM0737  MODELED GRAV-     979,399.5   (mgal)                       NAVD 88
 FM0737
 FM0737  VERT ORDER  -  SECOND    CLASS 0
 FM0737
 FM0737.The horizontal coordinates were scaled from a topographic map and have
 FM0737.an estimated accuracy of +/- 6 seconds.
 FM0737
 FM0737.The orthometric height was determined by differential leveling
 FM0737.and adjusted by the National Geodetic Survey in June 1991..
 FM0737
 FM0737.The geoid height was determined by GEOID03.
 FM0737
 FM0737.The dynamic height is computed by dividing the NAVD 88
 FM0737.geopotential number by the normal gravity value computed on the
 FM0737.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0737.degrees latitude (g = 980.6199 gals.).
 FM0737
 FM0737.The modeled gravity was interpolated from observed gravity values.
 FM0737
 FM0737;                    North         East    Units  Estimated Accuracy
 FM0737;SPC NM E     -   554,590.      227,410.      MT  (+/- 180 meters Scaled)
 FM0737
 FM0737                          SUPERSEDED SURVEY CONTROL
 FM0737
 FM0737  NGVD 29 (??/??/92) 1408.593  (m)         4621.36   (f) ADJ UNCH    2 0
 FM0737
 FM0737.Superseded values are not recommended for survey control.
 FM0737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0737.See file dsdata.txt to determine how the superseded data were derived.
 FM0737
 FM0737_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFV224846(NAD 83)
 FM0737_MARKER: DB = BENCH MARK DISK
 FM0737_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0737_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0737_STAMPING: B 286 1955
 FM0737_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0737+STABILITY: SURFACE MOTION
 FM0737
 FM0737  HISTORY     - Date     Condition        Report By
 FM0737  HISTORY     - 1955     MONUMENTED       CGS
 FM0737  HISTORY     - 1975     MARK NOT FOUND   USGS
 FM0737
 FM0737                          STATION DESCRIPTION
 FM0737
 FM0737'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 FM0737'3.3 MI NE FROM BUEYEROS.
 FM0737'3.3 MILES NORTHEAST ALONG STATE HIGHWAY 57 FROM THE POST OFFICE AT
 FM0737'BUEYEROS, 29.1 FEET EAST OF THE EAST CORNER OF A CATTLE GUARD, 34 FEET
 FM0737'SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, AT A CURVE IN THE
 FM0737'HIGHWAY, 2.4 FEET NORTH OF A FENCE, 2 FEET WEST OF A WITNESS POST, SET
 FM0737'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE
 FM0737'GROUND.  NOTE-- STATE HIGHWAY 57 IS NOW STATE HIGHWAY 102.
 FM0737
 FM0737                          STATION RECOVERY (1975)
 FM0737
 FM0737'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 FM0737'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0580 ***********************************************************************
 FM0580  DESIGNATION -  B 287
 FM0580  PID         -  FM0580
 FM0580  STATE/COUNTY-  NM/HARDING
 FM0580  USGS QUAD   -  COTTONWOOD SPRINGS (1966)
 FM0580
 FM0580                         *CURRENT SURVEY CONTROL
 FM0580  ___________________________________________________________________
 FM0580* NAD 83(1986)-  35 59 58.     (N)    103 28 07.     (W)     SCALED    
 FM0580* NAVD 88     -      1528.659  (meters)    5015.28   (feet)  ADJUSTED  
 FM0580  ___________________________________________________________________
 FM0580  GEOID HEIGHT-         -21.42  (meters)                     GEOID03
 FM0580  DYNAMIC HT  -        1526.832 (meters)    5009.28  (feet)  COMP
 FM0580  MODELED GRAV-     979,383.2   (mgal)                       NAVD 88
 FM0580
 FM0580  VERT ORDER  -  SECOND    CLASS 0
 FM0580
 FM0580.The horizontal coordinates were scaled from a topographic map and have
 FM0580.an estimated accuracy of +/- 6 seconds.
 FM0580
 FM0580.The orthometric height was determined by differential leveling
 FM0580.and adjusted by the National Geodetic Survey in June 1991..
 FM0580
 FM0580.The geoid height was determined by GEOID03.
 FM0580
 FM0580.The dynamic height is computed by dividing the NAVD 88
 FM0580.geopotential number by the normal gravity value computed on the
 FM0580.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0580.degrees latitude (g = 980.6199 gals.).
 FM0580
 FM0580.The modeled gravity was interpolated from observed gravity values.
 FM0580
 FM0580;                    North         East    Units  Estimated Accuracy
 FM0580;SPC NM E     -   554,800.      242,960.      MT  (+/- 180 meters Scaled)
 FM0580
 FM0580                          SUPERSEDED SURVEY CONTROL
 FM0580
 FM0580  NGVD 29 (??/??/92) 1527.979  (m)         5013.04   (f) ADJ UNCH    2 0
 FM0580
 FM0580.Superseded values are not recommended for survey control.
 FM0580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0580.See file dsdata.txt to determine how the superseded data were derived.
 FM0580
 FM0580_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFV380849(NAD 83)
 FM0580_MARKER: DB = BENCH MARK DISK
 FM0580_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0580_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0580_STAMPING: B 287 1955
 FM0580_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0580+STABILITY: SURFACE MOTION
 FM0580
 FM0580  HISTORY     - Date     Condition        Report By
 FM0580  HISTORY     - 1955     MONUMENTED       CGS
 FM0580
 FM0580                          STATION DESCRIPTION
 FM0580
 FM0580'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 FM0580'13.0 MI E FROM BUEYEROS.
 FM0580'13.0 MILES EAST ALONG STATE HIGHWAY 57 FROM THE POST OFFICE AT
 FM0580'BUEYEROS, ON TOP OF A LOW RIDGE, 0.3 MILE NORTH OF A WINDMILL, 84 FEET
 FM0580'NORTH OF THE CENTER LINE OF THE HIGHWAY, 2 FEET SOUTH OF A WITNESS
 FM0580'POST, 7 FEET ABOVE THE LEVEL OF THE HIGHWAY, SET IN THE TOP OF A
 FM0580'CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0876 ***********************************************************************
 GL0876  DESIGNATION -  B 288
 GL0876  PID         -  GL0876
 GL0876  STATE/COUNTY-  NM/UNION
 GL0876  USGS QUAD   -  SOFIA (1973)
 GL0876
 GL0876                         *CURRENT SURVEY CONTROL
 GL0876  ___________________________________________________________________
 GL0876* NAD 83(1986)-  36 27 06.     (N)    103 50 47.     (W)     SCALED    
 GL0876* NAVD 88     -      1897.603  (meters)    6225.72   (feet)  ADJUSTED  
 GL0876  ___________________________________________________________________
 GL0876  GEOID HEIGHT-         -19.30  (meters)                     GEOID03
 GL0876  DYNAMIC HT  -        1895.254 (meters)    6218.01  (feet)  COMP
 GL0876  MODELED GRAV-     979,325.5   (mgal)                       NAVD 88
 GL0876
 GL0876  VERT ORDER  -  SECOND    CLASS 0
 GL0876
 GL0876.The horizontal coordinates were scaled from a topographic map and have
 GL0876.an estimated accuracy of +/- 6 seconds.
 GL0876
 GL0876.The orthometric height was determined by differential leveling
 GL0876.and adjusted by the National Geodetic Survey in June 1991..
 GL0876
 GL0876.The geoid height was determined by GEOID03.
 GL0876
 GL0876.The dynamic height is computed by dividing the NAVD 88
 GL0876.geopotential number by the normal gravity value computed on the
 GL0876.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0876.degrees latitude (g = 980.6199 gals.).
 GL0876
 GL0876.The modeled gravity was interpolated from observed gravity values.
 GL0876
 GL0876;                    North         East    Units  Estimated Accuracy
 GL0876;SPC NM E     -   604,740.      208,650.      MT  (+/- 180 meters Scaled)
 GL0876
 GL0876                          SUPERSEDED SURVEY CONTROL
 GL0876
 GL0876  NGVD 29 (??/??/92) 1896.753  (m)         6222.93   (f) ADJ UNCH    2 0
 GL0876
 GL0876.Superseded values are not recommended for survey control.
 GL0876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0876.See file dsdata.txt to determine how the superseded data were derived.
 GL0876
 GL0876_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA033346(NAD 83)
 GL0876_MARKER: DB = BENCH MARK DISK
 GL0876_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0876_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0876_STAMPING: B 288 1955
 GL0876_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0876+STABILITY: SURFACE MOTION
 GL0876
 GL0876  HISTORY     - Date     Condition        Report By
 GL0876  HISTORY     - 1955     MONUMENTED       CGS
 GL0876  HISTORY     - 1973     GOOD             USGS
 GL0876
 GL0876                          STATION DESCRIPTION
 GL0876
 GL0876'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GL0876'0.6 MI W FROM SOFIA.
 GL0876'0.6 MILE WEST ALONG A GRADED DIRT ROAD FROM THE SCHOOLHOUSE AT SOFIA,
 GL0876'198 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF AN ABANDONED FARMHOUSE,
 GL0876'112 FEET WEST OF A FENCE, 29 FEET NORTH OF THE CENTER LINE OF A ROAD,
 GL0876'1 FOOT SOUTH OF THE SOUTHWEST CORNER OF A SMALL CORRAL, 12 FEET WEST
 GL0876'OF THE CENTER OF A WIRE GATE, 2 FEET EAST OF A WITNESS POST, SET IN
 GL0876'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 GL0876'NOTE-- THE SCHOOL HOUSE AT SOFIA HAS BEEN ABANDONED, THE STARTING
 GL0876'POINT IS NOW THE CROSSROADS AT SOFIA, WHICH IS 0.4 MILE EAST OF THE
 GL0876'SITE OF THE SCHOOL HOUSE.
 GL0876
 GL0876                          STATION RECOVERY (1973)
 GL0876
 GL0876'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 GL0876'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0898 ***********************************************************************
 GL0898  DESIGNATION -  B 289
 GL0898  PID         -  GL0898
 GL0898  STATE/COUNTY-  NM/UNION
 GL0898  USGS QUAD   -  PENNINGTON (1973)
 GL0898
 GL0898                         *CURRENT SURVEY CONTROL
 GL0898  ___________________________________________________________________
 GL0898* NAD 83(1986)-  36 20 01.     (N)    103 39 03.     (W)     SCALED    
 GL0898* NAVD 88     -      1752.968  (meters)    5751.20   (feet)  ADJUSTED  
 GL0898  ___________________________________________________________________
 GL0898  GEOID HEIGHT-         -20.18  (meters)                     GEOID03
 GL0898  DYNAMIC HT  -        1750.814 (meters)    5744.13  (feet)  COMP
 GL0898  MODELED GRAV-     979,341.0   (mgal)                       NAVD 88
 GL0898
 GL0898  VERT ORDER  -  SECOND    CLASS 0
 GL0898
 GL0898.The horizontal coordinates were scaled from a topographic map and have
 GL0898.an estimated accuracy of +/- 6 seconds.
 GL0898
 GL0898.The orthometric height was determined by differential leveling
 GL0898.and adjusted by the National Geodetic Survey in June 1991..
 GL0898
 GL0898.The geoid height was determined by GEOID03.
 GL0898
 GL0898.The dynamic height is computed by dividing the NAVD 88
 GL0898.geopotential number by the normal gravity value computed on the
 GL0898.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0898.degrees latitude (g = 980.6199 gals.).
 GL0898
 GL0898.The modeled gravity was interpolated from observed gravity values.
 GL0898
 GL0898;                    North         East    Units  Estimated Accuracy
 GL0898;SPC NM E     -   591,750.      226,270.      MT  (+/- 180 meters Scaled)
 GL0898
 GL0898                          SUPERSEDED SURVEY CONTROL
 GL0898
 GL0898  NGVD 29 (??/??/92) 1752.156  (m)         5748.53   (f) ADJ UNCH    2 0
 GL0898
 GL0898.Superseded values are not recommended for survey control.
 GL0898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0898.See file dsdata.txt to determine how the superseded data were derived.
 GL0898
 GL0898_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA210217(NAD 83)
 GL0898_MARKER: DB = BENCH MARK DISK
 GL0898_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0898_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0898_STAMPING: B 289 1955
 GL0898_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0898+STABILITY: SURFACE MOTION
 GL0898
 GL0898  HISTORY     - Date     Condition        Report By
 GL0898  HISTORY     - 1955     MONUMENTED       CGS
 GL0898
 GL0898                          STATION DESCRIPTION
 GL0898
 GL0898'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GL0898'19.5 MI E FROM GLADSTONE.
 GL0898'18.5 MILES EAST ALONG STATE HIGHWAY 58 FROM THE POST OFFICE AT
 GL0898'GLADSTONE, THENCE 1.0 MILE NORTH ALONG STATE ROAD 120, 71 FEET SOUTH
 GL0898'OF THE CENTER LINE OF A ROAD LEADING EAST, 38 FEET EAST OF THE CENTER
 GL0898'LINE OF THE STATE ROAD, 2 FEET WEST OF A FENCE, 2 FEET NORTH OF A
 GL0898'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5
 GL0898'FOOT ABOVE THE GROUND.  NOTE-- STATE HIGHWAY 58 HAS BEEN CHANGED TO
 GL0898'U.S. HIGHWAY 56.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0001 ***********************************************************************
 FO0001  DESIGNATION -  B 29
 FO0001  PID         -  FO0001
 FO0001  STATE/COUNTY-  NM/SANTA FE
 FO0001  USGS QUAD   -  AGUA FRIA (1993)
 FO0001
 FO0001                         *CURRENT SURVEY CONTROL
 FO0001  ___________________________________________________________________
 FO0001* NAD 83(1986)-  35 42 53.     (N)    106 00 03.     (W)     SCALED    
 FO0001* NAVD 88     -      2106.449  (meters)    6910.91   (feet)  ADJUSTED  
 FO0001  ___________________________________________________________________
 FO0001  GEOID HEIGHT-         -18.76  (meters)                     GEOID03
 FO0001  DYNAMIC HT  -        2103.503 (meters)    6901.24  (feet)  COMP
 FO0001  MODELED GRAV-     979,158.9   (mgal)                       NAVD 88
 FO0001
 FO0001  VERT ORDER  -  FIRST     CLASS II
 FO0001
 FO0001.The horizontal coordinates were scaled from a topographic map and have
 FO0001.an estimated accuracy of +/- 6 seconds.
 FO0001
 FO0001.The orthometric height was determined by differential leveling
 FO0001.and adjusted by the National Geodetic Survey in June 1991..
 FO0001
 FO0001.The geoid height was determined by GEOID03.
 FO0001
 FO0001.The dynamic height is computed by dividing the NAVD 88
 FO0001.geopotential number by the normal gravity value computed on the
 FO0001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0001.degrees latitude (g = 980.6199 gals.).
 FO0001
 FO0001.The modeled gravity was interpolated from observed gravity values.
 FO0001
 FO0001;                    North         East    Units  Estimated Accuracy
 FO0001;SPC NM C     -   522,890.      522,540.      MT  (+/- 180 meters Scaled)
 FO0001
 FO0001                          SUPERSEDED SURVEY CONTROL
 FO0001
 FO0001  NGVD 29 (??/??/92) 2105.385  (m)         6907.42   (f) ADJ UNCH    1 2
 FO0001
 FO0001.Superseded values are not recommended for survey control.
 FO0001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0001.See file dsdata.txt to determine how the superseded data were derived.
 FO0001
 FO0001_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV094527(NAD 83)
 FO0001_MARKER: DB = BENCH MARK DISK
 FO0001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FO0001_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FO0001_STAMPING: 6907.417 B 29 1933
 FO0001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO0001+STABILITY: SURFACE MOTION
 FO0001
 FO0001  HISTORY     - Date     Condition        Report By
 FO0001  HISTORY     - 1933     MONUMENTED       CGS
 FO0001  HISTORY     - 1934     GOOD             NGS
 FO0001
 FO0001                          STATION DESCRIPTION
 FO0001
 FO0001'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FO0001'4.9 MI NW FROM SANTA FE.
 FO0001'ABOUT 4.9 MILES NORTHWEST ALONG THE DENVER AND RIO GRANDE WESTERN
 FO0001'RAILROAD FROM SANTA FE, SANTA FE COUNTY, ABOUT 126 FEET EAST OF
 FO0001'MILEPOST 401, ON THE EAST SIDE OF A CROSSING, AND ABOUT 30 FEET NORTH
 FO0001'OF THE CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED 6907.417 B
 FO0001'29 1933 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- ABOUT 45 YARDS
 FO0001'EAST OF MILEPOST 401, SHOULD READ, 126 FEET EAST OF MILEPOST 401.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0084 ***********************************************************************
 GM0084  DESIGNATION -  B 290
 GM0084  PID         -  GM0084
 GM0084  STATE/COUNTY-  NM/COLFAX
 GM0084  USGS QUAD   -  ABBOTT (1965)
 GM0084
 GM0084                         *CURRENT SURVEY CONTROL
 GM0084  ___________________________________________________________________
 GM0084* NAD 83(1986)-  36 18 21.     (N)    104 18 41.     (W)     SCALED    
 GM0084* NAVD 88     -      1860.164  (meters)    6102.89   (feet)  ADJUSTED  
 GM0084  ___________________________________________________________________
 GM0084  GEOID HEIGHT-         -18.92  (meters)                     GEOID03
 GM0084  DYNAMIC HT  -        1857.828 (meters)    6095.22  (feet)  COMP
 GM0084  MODELED GRAV-     979,309.6   (mgal)                       NAVD 88
 GM0084
 GM0084  VERT ORDER  -  SECOND    CLASS 0
 GM0084
 GM0084.The horizontal coordinates were scaled from a topographic map and have
 GM0084.an estimated accuracy of +/- 6 seconds.
 GM0084
 GM0084.The orthometric height was determined by differential leveling
 GM0084.and adjusted by the National Geodetic Survey in June 1991..
 GM0084
 GM0084.The geoid height was determined by GEOID03.
 GM0084
 GM0084.The dynamic height is computed by dividing the NAVD 88
 GM0084.geopotential number by the normal gravity value computed on the
 GM0084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GM0084.degrees latitude (g = 980.6199 gals.).
 GM0084
 GM0084.The modeled gravity was interpolated from observed gravity values.
 GM0084
 GM0084;                    North         East    Units  Estimated Accuracy
 GM0084;SPC NM E     -   588,450.      166,970.      MT  (+/- 180 meters Scaled)
 GM0084
 GM0084                          SUPERSEDED SURVEY CONTROL
 GM0084
 GM0084  NGVD 29 (??/??/92) 1859.364  (m)         6100.26   (f) ADJ UNCH    2 0
 GM0084
 GM0084.Superseded values are not recommended for survey control.
 GM0084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0084.See file dsdata.txt to determine how the superseded data were derived.
 GM0084
 GM0084_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEA618180(NAD 83)
 GM0084_MARKER: DB = BENCH MARK DISK
 GM0084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GM0084_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GM0084_STAMPING: B 290 1956
 GM0084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GM0084+STABILITY: SURFACE MOTION
 GM0084
 GM0084  HISTORY     - Date     Condition        Report By
 GM0084  HISTORY     - 1956     MONUMENTED       CGS
 GM0084
 GM0084                          STATION DESCRIPTION
 GM0084
 GM0084'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 GM0084'2.8 MI W FROM ABBOTT.
 GM0084'2.8 MILES WEST ALONG STATE HIGHWAY 58 FROM THE POST OFFICE AT ABBOTT,
 GM0084'320 FEET EAST OF THE CENTER LINE OF A GRADED DIRT ROAD LEADING NORTH,
 GM0084'94 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 19 FEET NORTH OF A
 GM0084'FENCE, 1.5 FEET EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 GM0084'POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1258 ***********************************************************************
 GL1258  DESIGNATION -  B 291
 GL1258  PID         -  GL1258
 GL1258  STATE/COUNTY-  NM/UNION
 GL1258  USGS QUAD   -  COW MOUNTAIN (1972)
 GL1258
 GL1258                         *CURRENT SURVEY CONTROL
 GL1258  ___________________________________________________________________
 GL1258* NAD 83(1986)-  36 36 54.     (N)    103 50 57.     (W)     SCALED    
 GL1258* NAVD 88     -      1992.382  (meters)    6536.67   (feet)  ADJUSTED  
 GL1258  ___________________________________________________________________
 GL1258  GEOID HEIGHT-         -19.21  (meters)                     GEOID03
 GL1258  DYNAMIC HT  -        1989.876 (meters)    6528.45  (feet)  COMP
 GL1258  MODELED GRAV-     979,302.1   (mgal)                       NAVD 88
 GL1258
 GL1258  VERT ORDER  -  SECOND    CLASS 0
 GL1258
 GL1258.The horizontal coordinates were scaled from a topographic map and have
 GL1258.an estimated accuracy of +/- 6 seconds.
 GL1258
 GL1258.The orthometric height was determined by differential leveling
 GL1258.and adjusted by the National Geodetic Survey in June 1991..
 GL1258
 GL1258.The geoid height was determined by GEOID03.
 GL1258
 GL1258.The dynamic height is computed by dividing the NAVD 88
 GL1258.geopotential number by the normal gravity value computed on the
 GL1258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL1258.degrees latitude (g = 980.6199 gals.).
 GL1258
 GL1258.The modeled gravity was interpolated from observed gravity values.
 GL1258
 GL1258;                    North         East    Units  Estimated Accuracy
 GL1258;SPC NM E     -   622,860.      208,310.      MT  (+/- 180 meters Scaled)
 GL1258
 GL1258                          SUPERSEDED SURVEY CONTROL
 GL1258
 GL1258  NGVD 29 (??/??/92) 1991.433  (m)         6533.56   (f) ADJ UNCH    2 0
 GL1258
 GL1258.Superseded values are not recommended for survey control.
 GL1258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1258.See file dsdata.txt to determine how the superseded data were derived.
 GL1258
 GL1258_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA029527(NAD 83)
 GL1258_MARKER: DB = BENCH MARK DISK
 GL1258_SETTING: 66 = SET IN ROCK OUTCROP
 GL1258_SP_SET: LAVA OUTCROP
 GL1258_STAMPING: B 291 1955
 GL1258_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GL1258+STABILITY: POSITION/ELEVATION WELL
 GL1258
 GL1258  HISTORY     - Date     Condition        Report By
 GL1258  HISTORY     - 1955     MONUMENTED       CGS
 GL1258
 GL1258                          STATION DESCRIPTION
 GL1258
 GL1258'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GL1258'6.45 MI SW FROM GRANDE.
 GL1258'0.15 MILE WEST ALONG A DIRT ROAD FROM THE SECTION FOREMANS HOUSE AT
 GL1258'GRANDE, THENCE 6.3 MILES SOUTHWEST ALONG A GRADED DIRT ROAD, 0.4 MILE
 GL1258'EAST OF A JUNCTION WITH A TRACK ROAD LEADING SOUTH, 0.25 MILE
 GL1258'SOUTHWEST OF A LAKE, 165 FEET SOUTH OF THE CENTER LINE OF A ROAD, ON
 GL1258'THE NORTH SLOPE OF A HILL, FLUSH WITH THE GROUND, SET IN THE TOP OF A
 GL1258'LAVA ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0160 ***********************************************************************
 FN0160  DESIGNATION -  B 291
 FN0160  PID         -  FN0160
 FN0160  STATE/COUNTY-  NM/SAN MIGUEL
 FN0160  USGS QUAD   -  MONTEZUMA (1961)
 FN0160
 FN0160                         *CURRENT SURVEY CONTROL
 FN0160  ___________________________________________________________________
 FN0160* NAD 83(1986)-  35 39 17.     (N)    105 19 41.     (W)     SCALED    
 FN0160* NAVD 88     -      2186.930  (meters)    7174.95   (feet)  ADJUSTED  
 FN0160  ___________________________________________________________________
 FN0160  GEOID HEIGHT-         -18.31  (meters)                     GEOID03
 FN0160  DYNAMIC HT  -        2183.866 (meters)    7164.90  (feet)  COMP
 FN0160  MODELED GRAV-     979,153.3   (mgal)                       NAVD 88
 FN0160
 FN0160  VERT ORDER  -  SECOND    CLASS 0
 FN0160
 FN0160.The horizontal coordinates were scaled from a topographic map and have
 FN0160.an estimated accuracy of +/- 6 seconds.
 FN0160
 FN0160.The orthometric height was determined by differential leveling
 FN0160.and adjusted by the National Geodetic Survey in June 1991..
 FN0160
 FN0160.The geoid height was determined by GEOID03.
 FN0160
 FN0160.The dynamic height is computed by dividing the NAVD 88
 FN0160.geopotential number by the normal gravity value computed on the
 FN0160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FN0160.degrees latitude (g = 980.6199 gals.).
 FN0160
 FN0160.The modeled gravity was interpolated from observed gravity values.
 FN0160
 FN0160;                    North         East    Units  Estimated Accuracy
 FN0160;SPC NM E     -   516,670.       74,930.      MT  (+/- 180 meters Scaled)
 FN0160
 FN0160                          SUPERSEDED SURVEY CONTROL
 FN0160
 FN0160  NGVD 29 (??/??/92) 2185.915  (m)         7171.62   (f) ADJ UNCH    2 0
 FN0160
 FN0160.Superseded values are not recommended for survey control.
 FN0160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0160.See file dsdata.txt to determine how the superseded data were derived.
 FN0160
 FN0160_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV703457(NAD 83)
 FN0160_MARKER: DB = BENCH MARK DISK
 FN0160_SETTING: 66 = SET IN ROCK OUTCROP
 FN0160_SP_SET: SET IN ROCK OUTCROP
 FN0160_STAMPING: B 291 1957
 FN0160_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FN0160+STABILITY: POSITION/ELEVATION WELL
 FN0160
 FN0160  HISTORY     - Date     Condition        Report By
 FN0160  HISTORY     - 1957     MONUMENTED       CGS
 FN0160
 FN0160                          STATION DESCRIPTION
 FN0160
 FN0160'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FN0160'2.45 MI SE FROM GALLINAS.
 FN0160'2.45 MILES SOUTHEAST ALONG STATE ROAD 65 FROM THE CATHOLIC CHURCH AT
 FN0160'GALLINAS, AT THE NORTH SIDE OF A CLEARING WHICH IS USED AS A CAMP
 FN0160'GROUND, 145 FEET NORTH OF THE CENTER LINE OF THE STATE ROAD, 83 FEET
 FN0160'NORTHEAST OF A LONE 24 INCH PINE TREE, 25 FEET ABOVE THE LEVEL OF THE
 FN0160'ROAD, 1.0 FOOT ABOVE THE GROUND, SET IN THE TOP OF A RIDGE LIKE ROCK
 FN0160'OUTCROP, IN SECTION 34, TOWNSHIP 17 NORTH, RANGE 15 EAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0185 ***********************************************************************
 FN0185  DESIGNATION -  B 292
 FN0185  PID         -  FN0185
 FN0185  STATE/COUNTY-  NM/SAN MIGUEL
 FN0185  USGS QUAD   -  EL PORVENIR (1961)
 FN0185
 FN0185                         *CURRENT SURVEY CONTROL
 FN0185  ___________________________________________________________________
 FN0185* NAD 83(1986)-  35 40 08.     (N)    105 25 43.     (W)     SCALED    
 FN0185* NAVD 88     -      2315.721  (meters)    7597.49   (feet)  ADJUSTED  
 FN0185  ___________________________________________________________________
 FN0185  GEOID HEIGHT-         -17.87  (meters)                     GEOID03
 FN0185  DYNAMIC HT  -        2312.425 (meters)    7586.68  (feet)  COMP
 FN0185  MODELED GRAV-     979,125.9   (mgal)                       NAVD 88
 FN0185
 FN0185  VERT ORDER  -  SECOND    CLASS 0
 FN0185
 FN0185.The horizontal coordinates were scaled from a topographic map and have
 FN0185.an estimated accuracy of +/- 6 seconds.
 FN0185
 FN0185.The orthometric height was determined by differential leveling
 FN0185.and adjusted by the National Geodetic Survey in June 1991..
 FN0185
 FN0185.The geoid height was determined by GEOID03.
 FN0185
 FN0185.The dynamic height is computed by dividing the NAVD 88
 FN0185.geopotential number by the normal gravity value computed on the
 FN0185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FN0185.degrees latitude (g = 980.6199 gals.).
 FN0185
 FN0185.The modeled gravity was interpolated from observed gravity values.
 FN0185
 FN0185;                    North         East    Units  Estimated Accuracy
 FN0185;SPC NM E     -   518,340.       65,840.      MT  (+/- 180 meters Scaled)
 FN0185
 FN0185                          SUPERSEDED SURVEY CONTROL
 FN0185
 FN0185  NGVD 29 (??/??/92) 2314.671  (m)         7594.05   (f) ADJ UNCH    2 0
 FN0185
 FN0185.Superseded values are not recommended for survey control.
 FN0185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0185.See file dsdata.txt to determine how the superseded data were derived.
 FN0185
 FN0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV612473(NAD 83)
 FN0185_MARKER: DB = BENCH MARK DISK
 FN0185_SETTING: 66 = SET IN ROCK OUTCROP
 FN0185_SP_SET: SET IN ROCK OUTCROP
 FN0185_STAMPING: B 292 1957
 FN0185_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FN0185+STABILITY: POSITION/ELEVATION WELL
 FN0185
 FN0185  HISTORY     - Date     Condition        Report By
 FN0185  HISTORY     - 1957     MONUMENTED       CGS
 FN0185
 FN0185                          STATION DESCRIPTION
 FN0185
 FN0185'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FN0185'4.3 MI S FROM LAS GALLINAS RANGER STATION.
 FN0185'0.65 MILE SOUTHEAST ALONG STATE ROAD 65 FROM LAS GALLINAS RANGER
 FN0185'STATION, THENCE 3.65 MILES SOUTH ALONG A WINDING DIRT ROAD, 113 YARDS
 FN0185'NORTH OF AN EAST AND WEST FENCE, 48 FEET SOUTH OF THE CENTER LINE OF A
 FN0185'TRACK ROAD LEADING WEST, 66 FEET SOUTHWEST OF THE CENTER OF A JUNCTION
 FN0185'WITH THE TRACK ROAD, 32 FEET WEST OF THE CENTER LINE OF THE DIRT ROAD,
 FN0185'9 FEET ABOVE THE LEVEL OF THE DIRT ROAD, 2 FEET ABOVE THE GROUND, SET
 FN0185'IN THE TOP OF A GRANITE OUTCROP, IN SECTION 26, TOWNSHIP 17 NORTH,
 FN0185'RANGE 14 EAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1232 ***********************************************************************
 GL1232  DESIGNATION -  B 292
 GL1232  PID         -  GL1232
 GL1232  STATE/COUNTY-  NM/UNION
 GL1232  USGS QUAD   -  CAPULIN (1972)
 GL1232
 GL1232                         *CURRENT SURVEY CONTROL
 GL1232  ___________________________________________________________________
 GL1232* NAD 83(1986)-  36 39 15.     (N)    103 56 12.     (W)     SCALED    
 GL1232* NAVD 88     -      2068.113  (meters)    6785.13   (feet)  ADJUSTED  
 GL1232  ___________________________________________________________________
 GL1232  GEOID HEIGHT-         -18.96  (meters)                     GEOID03
 GL1232  DYNAMIC HT  -        2065.481 (meters)    6776.50  (feet)  COMP
 GL1232  MODELED GRAV-     979,284.5   (mgal)                       NAVD 88
 GL1232
 GL1232  VERT ORDER  -  SECOND    CLASS 0
 GL1232
 GL1232.The horizontal coordinates were scaled from a topographic map and have
 GL1232.an estimated accuracy of +/- 6 seconds.
 GL1232
 GL1232.The orthometric height was determined by differential leveling
 GL1232.and adjusted by the National Geodetic Survey in June 1991..
 GL1232
 GL1232.The geoid height was determined by GEOID03.
 GL1232
 GL1232.The dynamic height is computed by dividing the NAVD 88
 GL1232.geopotential number by the normal gravity value computed on the
 GL1232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL1232.degrees latitude (g = 980.6199 gals.).
 GL1232
 GL1232.The modeled gravity was interpolated from observed gravity values.
 GL1232
 GL1232;                    North         East    Units  Estimated Accuracy
 GL1232;SPC NM E     -   627,170.      200,460.      MT  (+/- 180 meters Scaled)
 GL1232
 GL1232                          SUPERSEDED SURVEY CONTROL
 GL1232
 GL1232  NGVD 29 (??/??/92) 2067.119  (m)         6781.87   (f) ADJ UNCH    2 0
 GL1232
 GL1232.Superseded values are not recommended for survey control.
 GL1232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1232.See file dsdata.txt to determine how the superseded data were derived.
 GL1232
 GL1232_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEA950570(NAD 83)
 GL1232_MARKER: DB = BENCH MARK DISK
 GL1232_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL1232_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL1232_STAMPING: B 292 1955
 GL1232_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL1232+STABILITY: SURFACE MOTION
 GL1232
 GL1232  HISTORY     - Date     Condition        Report By
 GL1232  HISTORY     - 1955     MONUMENTED       CGS
 GL1232
 GL1232                          STATION DESCRIPTION
 GL1232
 GL1232'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GL1232'9.45 MI SE FROM CAPULIN.
 GL1232'3.0 MILES EAST ALONG U.S. HIGHWAYS 64 AND 87 FROM THE POST OFFICE AT
 GL1232'CAPULIN, THENCE 6.45 MILES SOUTH ALONG A GRADED DIRT ROAD, 60 FEET
 GL1232'WEST OF THE CENTER LINE OF A ROAD, AT A CATTLE GUARD, 26 FEET WEST OF
 GL1232'A FENCE CORNER, 4 FEET SOUTH OF A FENCE, 2.4 FEET WEST OF A WITNESS
 GL1232'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE
 GL1232'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0907 ***********************************************************************
 GL0907  DESIGNATION -  B 293
 GL0907  PID         -  GL0907
 GL0907  STATE/COUNTY-  NM/UNION
 GL0907  USGS QUAD   -  SOFIA (1973)
 GL0907
 GL0907                         *CURRENT SURVEY CONTROL
 GL0907  ___________________________________________________________________
 GL0907* NAD 83(1986)-  36 24 27.     (N)    103 51 50.     (W)     SCALED    
 GL0907* NAVD 88     -      1915.876  (meters)    6285.67   (feet)  ADJUSTED  
 GL0907  ___________________________________________________________________
 GL0907  GEOID HEIGHT-         -19.30  (meters)                     GEOID03
 GL0907  DYNAMIC HT  -        1913.516 (meters)    6277.93  (feet)  COMP
 GL0907  MODELED GRAV-     979,330.7   (mgal)                       NAVD 88
 GL0907
 GL0907  VERT ORDER  -  SECOND    CLASS 0
 GL0907
 GL0907.The horizontal coordinates were scaled from a topographic map and have
 GL0907.an estimated accuracy of +/- 6 seconds.
 GL0907
 GL0907.The orthometric height was determined by differential leveling
 GL0907.and adjusted by the National Geodetic Survey in June 1991..
 GL0907
 GL0907.The geoid height was determined by GEOID03.
 GL0907
 GL0907.The dynamic height is computed by dividing the NAVD 88
 GL0907.geopotential number by the normal gravity value computed on the
 GL0907.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0907.degrees latitude (g = 980.6199 gals.).
 GL0907
 GL0907.The modeled gravity was interpolated from observed gravity values.
 GL0907
 GL0907;                    North         East    Units  Estimated Accuracy
 GL0907;SPC NM E     -   599,830.      207,100.      MT  (+/- 180 meters Scaled)
 GL0907
 GL0907                          SUPERSEDED SURVEY CONTROL
 GL0907
 GL0907  NGVD 29 (??/??/92) 1915.052  (m)         6282.97   (f) ADJ UNCH    2 0
 GL0907
 GL0907.Superseded values are not recommended for survey control.
 GL0907.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0907.See file dsdata.txt to determine how the superseded data were derived.
 GL0907
 GL0907_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA018297(NAD 83)
 GL0907_MARKER: DB = BENCH MARK DISK
 GL0907_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0907_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0907_STAMPING: B 293 1955
 GL0907_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0907+STABILITY: SURFACE MOTION
 GL0907
 GL0907  HISTORY     - Date     Condition        Report By
 GL0907  HISTORY     - 1955     MONUMENTED       CGS
 GL0907
 GL0907                          STATION DESCRIPTION
 GL0907
 GL0907'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GL0907'5.3 MI SW FROM SOFIA.
 GL0907'0.4 MILE EAST ALONG A GRAVELED ROAD FROM THE SCHOOLHOUSE AT SOFIA,
 GL0907'THENCE 1.0 MILE SOUTH ALONG A GRADED DIRT ROAD, THENCE 1.0 MILE WEST
 GL0907'ALONG A GRADED DIRT ROAD, THENCE 0.9 MILE SOUTH ALONG A TRACK ROAD,
 GL0907'THENCE 1.0 MILE WEST ALONG A TRACK ROAD, THENCE 1.0 MILE SOUTH ALONG A
 GL0907'DIM FIELD ROAD, 73 FEET SOUTH OF A FENCE CORNER, 2.3 FEET WEST OF A
 GL0907'FENCE, 2.6 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 GL0907'POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0278 ***********************************************************************
 FN0278  DESIGNATION -  B 293
 FN0278  PID         -  FN0278
 FN0278  STATE/COUNTY-  NM/SAN MIGUEL
 FN0278  USGS QUAD   -  SAN JOSE (1989)
 FN0278
 FN0278                         *CURRENT SURVEY CONTROL
 FN0278  ___________________________________________________________________
 FN0278* NAD 83(1986)-  35 25 00.     (N)    105 29 36.     (W)     SCALED    
 FN0278* NAVD 88     -      1865.978  (meters)    6121.96   (feet)  ADJUSTED  
 FN0278  ___________________________________________________________________
 FN0278  GEOID HEIGHT-         -18.80  (meters)                     GEOID03
 FN0278  DYNAMIC HT  -        1863.420 (meters)    6113.57  (feet)  COMP
 FN0278  MODELED GRAV-     979,196.8   (mgal)                       NAVD 88
 FN0278
 FN0278  VERT ORDER  -  SECOND    CLASS 0
 FN0278
 FN0278.The horizontal coordinates were scaled from a topographic map and have
 FN0278.an estimated accuracy of +/- 6 seconds.
 FN0278
 FN0278.The orthometric height was determined by differential leveling
 FN0278.and adjusted by the National Geodetic Survey in June 1991..
 FN0278
 FN0278.The geoid height was determined by GEOID03.
 FN0278
 FN0278.The dynamic height is computed by dividing the NAVD 88
 FN0278.geopotential number by the normal gravity value computed on the
 FN0278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FN0278.degrees latitude (g = 980.6199 gals.).
 FN0278
 FN0278.The modeled gravity was interpolated from observed gravity values.
 FN0278
 FN0278;                    North         East    Units  Estimated Accuracy
 FN0278;SPC NM E     -   490,420.       59,650.      MT  (+/- 180 meters Scaled)
 FN0278
 FN0278                          SUPERSEDED SURVEY CONTROL
 FN0278
 FN0278  NGVD 29 (??/??/92) 1865.058  (m)         6118.94   (f) ADJ UNCH    2 0
 FN0278
 FN0278.Superseded values are not recommended for survey control.
 FN0278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0278.See file dsdata.txt to determine how the superseded data were derived.
 FN0278
 FN0278_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV552193(NAD 83)
 FN0278_MARKER: DB = BENCH MARK DISK
 FN0278_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FN0278_SP_SET: ROCK LEDGE
 FN0278_STAMPING: B 293 1957
 FN0278_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FN0278
 FN0278  HISTORY     - Date     Condition        Report By
 FN0278  HISTORY     - 1957     MONUMENTED       CGS
 FN0278  HISTORY     - 19860401 MARK NOT FOUND   USGS
 FN0278
 FN0278                          STATION DESCRIPTION
 FN0278
 FN0278'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FN0278'1.55 MI NE FROM SANDS.
 FN0278'0.1 MILE NORTHEAST ACROSS A PASTURE FROM THE ATCHISON, TOPEKA AND
 FN0278'SANTA FE RAILROAD STATION SIGN AT SANDS, THENCE 0.45 MILE EAST ALONG
 FN0278'U.S. HIGHWAYS 84 AND 85, THENCE 1.0 MILE NORTHEAST ALONG A WINDING
 FN0278'DIRT ROAD, AT THE NORTH EDGE OF SOHAM, 26 FEET EAST OF A STREAM GAGE
 FN0278'WHICH IS ON THE EAST BANK OF THE PECOS RIVER, 20 FEET SOUTHEAST OF THE
 FN0278'SOUTHEAST CORNER OF A WOODEN BRIDGE ACROSS THE RIVER, 20 FEET SOUTH OF
 FN0278'THE CENTER LINE OF A DIRT ROAD, 3 FEET ABOVE THE LEVEL OF THE ROAD,
 FN0278'SET IN THE TOP OF A ROCK LEDGE, IN SECTION 30, TOWNSHIP 14 NORTH,
 FN0278'RANGE 14 EAST.
 FN0278
 FN0278                          STATION RECOVERY (1986)
 FN0278
 FN0278'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986 (DRG)
 FN0278'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0370 ***********************************************************************
 GM0370  DESIGNATION -  B 294
 GM0370  PID         -  GM0370
 GM0370  STATE/COUNTY-  NM/MORA
 GM0370  USGS QUAD   -  COMANCHE PEAK (1994)
 GM0370
 GM0370                         *CURRENT SURVEY CONTROL
 GM0370  ___________________________________________________________________
 GM0370* NAD 83(1986)-  36 03 22.     (N)    105 16 54.     (W)     SCALED    
 GM0370* NAVD 88     -      2276.662  (meters)    7469.35   (feet)  ADJUSTED  
 GM0370  ___________________________________________________________________
 GM0370  GEOID HEIGHT-         -17.62  (meters)                     GEOID03
 GM0370  DYNAMIC HT  -        2273.440 (meters)    7458.78  (feet)  COMP
 GM0370  MODELED GRAV-     979,135.3   (mgal)                       NAVD 88
 GM0370
 GM0370  VERT ORDER  -  SECOND    CLASS 0
 GM0370
 GM0370.The horizontal coordinates were scaled from a topographic map and have
 GM0370.an estimated accuracy of +/- 6 seconds.
 GM0370
 GM0370.The orthometric height was determined by differential leveling
 GM0370.and adjusted by the National Geodetic Survey in June 1991..
 GM0370
 GM0370.The geoid height was determined by GEOID03.
 GM0370
 GM0370.The dynamic height is computed by dividing the NAVD 88
 GM0370.geopotential number by the normal gravity value computed on the
 GM0370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GM0370.degrees latitude (g = 980.6199 gals.).
 GM0370
 GM0370.The modeled gravity was interpolated from observed gravity values.
 GM0370
 GM0370;                    North         East    Units  Estimated Accuracy
 GM0370;SPC NM E     -   561,160.       79,560.      MT  (+/- 180 meters Scaled)
 GM0370
 GM0370                          SUPERSEDED SURVEY CONTROL
 GM0370
 GM0370  NGVD 29 (??/??/92) 2275.508  (m)         7465.56   (f) ADJ UNCH    2 0
 GM0370
 GM0370.Superseded values are not recommended for survey control.
 GM0370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0370.See file dsdata.txt to determine how the superseded data were derived.
 GM0370
 GM0370_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV746902(NAD 83)
 GM0370_MARKER: DB = BENCH MARK DISK
 GM0370_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GM0370_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GM0370_STAMPING: B 294 1957
 GM0370_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GM0370+STABILITY: SURFACE MOTION
 GM0370
 GM0370  HISTORY     - Date     Condition        Report By
 GM0370  HISTORY     - 1957     MONUMENTED       CGS
 GM0370
 GM0370                          STATION DESCRIPTION
 GM0370
 GM0370'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GM0370'6.85 MI NE FROM MORA.
 GM0370'ABOUT 6.85 MILES NORTHEAST ALONG STATE HIGHWAY 38 FROM THE JUNCTION OF
 GM0370'STATE HIGHWAY 3 AT MORA, 0.1 MILE NORTH OF A LARGE ABANDONED TWO STORY
 GM0370'ADOBE HOUSE, ON THE OUTSIDE AND NEAR THE SOUTHEAST END OF A CURVE WITH
 GM0370'TANGENTS SOUTH-SOUTHEAST AND NORTH-NORTHEAST, 74 FEET WEST-NORTHWEST
 GM0370'OF A FENCE CORNER POST, 69 FEET WEST-SOUTHWEST OF THE CENTER LINE OF
 GM0370'THE HIGHWAY, 66 FEET SOUTH-SOUTHEAST ALONG THE HIGHWAY FROM A DIRT
 GM0370'ROAD EAST-SOUTHEAST, 1 1/2 FEET NORTH OF A FENCE LINE, 2 FEET
 GM0370'WEST-NORTHWEST OF A WHITE WOODEN WITNESS POST AND IN THE TOP OF A
 GM0370'CONCRETE POST WHICH PROJECTS 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0238 ***********************************************************************
 GM0238  DESIGNATION -  B 295
 GM0238  PID         -  GM0238
 GM0238  STATE/COUNTY-  NM/COLFAX
 GM0238  USGS QUAD   -  TOUCH-ME-NOT MOUNTAIN (1987)
 GM0238
 GM0238                         *CURRENT SURVEY CONTROL
 GM0238  ___________________________________________________________________
 GM0238* NAD 83(1986)-  36 32 01.     (N)    105 11 32.     (W)     SCALED    
 GM0238* NAVD 88     -      2421.134  (meters)    7943.34   (feet)  ADJUSTED  
 GM0238  ___________________________________________________________________
 GM0238  GEOID HEIGHT-         -16.66  (meters)                     GEOID03
 GM0238  DYNAMIC HT  -        2417.753 (meters)    7932.24  (feet)  COMP
 GM0238  MODELED GRAV-     979,148.0   (mgal)                       NAVD 88
 GM0238
 GM0238  VERT ORDER  -  FIRST     CLASS II
 GM0238
 GM0238.The horizontal coordinates were scaled from a topographic map and have
 GM0238.an estimated accuracy of +/- 6 seconds.
 GM0238
 GM0238.The orthometric height was determined by differential leveling
 GM0238.and adjusted by the National Geodetic Survey in June 1991..
 GM0238
 GM0238.The geoid height was determined by GEOID03.
 GM0238
 GM0238.The dynamic height is computed by dividing the NAVD 88
 GM0238.geopotential number by the normal gravity value computed on the
 GM0238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GM0238.degrees latitude (g = 980.6199 gals.).
 GM0238
 GM0238.The modeled gravity was interpolated from observed gravity values.
 GM0238
 GM0238;                    North         East    Units  Estimated Accuracy
 GM0238;SPC NM E     -   614,070.       88,090.      MT  (+/- 180 meters Scaled)
 GM0238
 GM0238                          SUPERSEDED SURVEY CONTROL
 GM0238
 GM0238.No superseded survey control is available for this station.
 GM0238
 GM0238_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDA827431(NAD 83)
 GM0238_MARKER: DB = BENCH MARK DISK
 GM0238_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GM0238_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GM0238_STAMPING: B 295 1957
 GM0238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GM0238+STABILITY: SURFACE MOTION
 GM0238
 GM0238  HISTORY     - Date     Condition        Report By
 GM0238  HISTORY     - 1957     MONUMENTED       CGS
 GM0238
 GM0238                          STATION DESCRIPTION
 GM0238
 GM0238'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GM0238'5.05 MI E FROM EAGLE NEST.
 GM0238'ABOUT 5.05 MILES EAST ALONG U.S. HIGHWAY 64 FROM THE JUNCTION OF STATE
 GM0238'HIGHWAY 38 AT EAGLE NEST, NEAR THE SOUTH END OF A CLEARING, 90 FEET
 GM0238'EAST OF THE CENTER LINE OF THE HIGHWAY, 44 FEET WEST OF THE WEST BANK
 GM0238'OF THE CIMARRON RIVER, 21 FEET SOUTH OF A POWER POLE WITH TWO GUY
 GM0238'WIRES, 2 FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT 2 FEET BELOW
 GM0238'THE LEVEL OF THE HIGHWAY AND IN THE TOP OF A CONCRETE POST WHICH
 GM0238'PROJECTS 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0618 ***********************************************************************
 FM0618  DESIGNATION -  B 296
 FM0618  PID         -  FM0618
 FM0618  STATE/COUNTY-  NM/HARDING
 FM0618  USGS QUAD   -  MONTESITO CREEK (1968)
 FM0618
 FM0618                         *CURRENT SURVEY CONTROL
 FM0618  ___________________________________________________________________
 FM0618* NAD 83(1986)-  35 24 14.     (N)    103 30 10.     (W)     SCALED    
 FM0618* NAVD 88     -      1178.350  (meters)    3865.97   (feet)  ADJUSTED  
 FM0618  ___________________________________________________________________
 FM0618  GEOID HEIGHT-         -23.02  (meters)                     GEOID03
 FM0618  DYNAMIC HT  -        1176.929 (meters)    3861.31  (feet)  COMP
 FM0618  MODELED GRAV-     979,387.7   (mgal)                       NAVD 88
 FM0618
 FM0618  VERT ORDER  -  SECOND    CLASS 0
 FM0618
 FM0618.The horizontal coordinates were scaled from a topographic map and have
 FM0618.an estimated accuracy of +/- 6 seconds.
 FM0618
 FM0618.The orthometric height was determined by differential leveling
 FM0618.and adjusted by the National Geodetic Survey in June 1991..
 FM0618
 FM0618.The geoid height was determined by GEOID03.
 FM0618
 FM0618.The dynamic height is computed by dividing the NAVD 88
 FM0618.geopotential number by the normal gravity value computed on the
 FM0618.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0618.degrees latitude (g = 980.6199 gals.).
 FM0618
 FM0618.The modeled gravity was interpolated from observed gravity values.
 FM0618
 FM0618;                    North         East    Units  Estimated Accuracy
 FM0618;SPC NM E     -   488,700.      240,440.      MT  (+/- 180 meters Scaled)
 FM0618
 FM0618                          SUPERSEDED SURVEY CONTROL
 FM0618
 FM0618  NGVD 29 (??/??/92) 1177.785  (m)         3864.12   (f) ADJ UNCH    2 0
 FM0618
 FM0618.Superseded values are not recommended for survey control.
 FM0618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0618.See file dsdata.txt to determine how the superseded data were derived.
 FM0618
 FM0618_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFV359188(NAD 83)
 FM0618_MARKER: DB = BENCH MARK DISK
 FM0618_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0618_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0618_STAMPING: B 296 1957
 FM0618_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0618+STABILITY: SURFACE MOTION
 FM0618
 FM0618  HISTORY     - Date     Condition        Report By
 FM0618  HISTORY     - 1957     MONUMENTED       CGS
 FM0618
 FM0618                          STATION DESCRIPTION
 FM0618
 FM0618'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FM0618'6.55 MI NW FROM LOGAN.
 FM0618'ABOUT 2.5 MILES NORTHWEST ALONG STATE HIGHWAY 39 FROM THE JUNCTION OF
 FM0618'U.S. HIGHWAY 54 AT LOGAN, THENCE 4.05 MILES WEST ALONG A ROAD, IN
 FM0618'SECTION 25, T. 14 N., R. 32 E., 42 FEET NORTH OF THE CENTER LINE OF
 FM0618'THE ROAD, 166 FEET NORTHEAST OF THE NORTHEAST CORNER OF A CATTLE
 FM0618'GUARD, 195 FEET EAST OF A NORTH-SOUTH FENCE LINE, 1 1/2 FEET SOUTH OF
 FM0618'A FENCE LINE, 2 FEET WEST OF A WHITE WOODEN WITNESS POST, 2 FEET ABOVE
 FM0618'THE LEVEL OF THE ROAD AND IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 FM0618'5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0778 ***********************************************************************
 FM0778  DESIGNATION -  B 297
 FM0778  PID         -  FM0778
 FM0778  STATE/COUNTY-  NM/HARDING
 FM0778  USGS QUAD   -  GALLEGOS (1969)
 FM0778
 FM0778                         *CURRENT SURVEY CONTROL
 FM0778  ___________________________________________________________________
 FM0778* NAD 83(1986)-  35 37 26.     (N)    103 43 32.     (W)     SCALED    
 FM0778* NAVD 88     -      1274.403  (meters)    4181.10   (feet)  ADJUSTED  
 FM0778  ___________________________________________________________________
 FM0778  GEOID HEIGHT-         -21.98  (meters)                     GEOID03
 FM0778  DYNAMIC HT  -        1272.859 (meters)    4176.04  (feet)  COMP
 FM0778  MODELED GRAV-     979,378.0   (mgal)                       NAVD 88
 FM0778
 FM0778  VERT ORDER  -  SECOND    CLASS 0
 FM0778
 FM0778.The horizontal coordinates were scaled from a topographic map and have
 FM0778.an estimated accuracy of +/- 6 seconds.
 FM0778
 FM0778.The orthometric height was determined by differential leveling
 FM0778.and adjusted by the National Geodetic Survey in June 1991..
 FM0778
 FM0778.The geoid height was determined by GEOID03.
 FM0778
 FM0778.The dynamic height is computed by dividing the NAVD 88
 FM0778.geopotential number by the normal gravity value computed on the
 FM0778.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0778.degrees latitude (g = 980.6199 gals.).
 FM0778
 FM0778.The modeled gravity was interpolated from observed gravity values.
 FM0778
 FM0778;                    North         East    Units  Estimated Accuracy
 FM0778;SPC NM E     -   512,960.      220,050.      MT  (+/- 180 meters Scaled)
 FM0778
 FM0778                          SUPERSEDED SURVEY CONTROL
 FM0778
 FM0778  NGVD 29 (??/??/92) 1273.776  (m)         4179.05   (f) ADJ UNCH    2 0
 FM0778
 FM0778.Superseded values are not recommended for survey control.
 FM0778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0778.See file dsdata.txt to determine how the superseded data were derived.
 FM0778
 FM0778_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFV154429(NAD 83)
 FM0778_MARKER: DB = BENCH MARK DISK
 FM0778_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0778_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0778_STAMPING: B 297 1957
 FM0778_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0778+STABILITY: SURFACE MOTION
 FM0778
 FM0778  HISTORY     - Date     Condition        Report By
 FM0778  HISTORY     - 1957     MONUMENTED       CGS
 FM0778
 FM0778                          STATION DESCRIPTION
 FM0778
 FM0778'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FM0778'23.5 MI SE FROM MOSQUERO.
 FM0778'ABOUT 23.5 MILES SOUTHEAST ALONG STATE HIGHWAY 39 FROM THE CITY WATER
 FM0778'TANK AT MOSQUERO, IN SECTION 11, T. 16 N., R. 30 E., 1.0 MILE
 FM0778'NORTHWEST OF THE BRIDGE OVER UTE CREEK, 0.2 MILE SOUTHEAST OF TWIN
 FM0778'36-INCH PIPE CULVERTS AND THE SOUTHEAST END OF A CURVE WITH TANGENTS
 FM0778'SOUTHEAST AND NORTH-NORTHWEST, 74 FEET NORTHEAST OF THE CENTER LINE OF
 FM0778'THE HIGHWAY, 184 FEET NORTHWEST OF THE NORTHEAST END OF A 24-INCH PIPE
 FM0778'CULVERT, 1 1/2 FEET SOUTHWEST OF THE FENCE LINE, 2 FEET NORTHWEST OF A
 FM0778'WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND IN THE TOP
 FM0778'OF A CONCRETE POST WHICH PROJECTS 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0455 ***********************************************************************
 FO0455  DESIGNATION -  B 299
 FO0455  PID         -  FO0455
 FO0455  STATE/COUNTY-  NM/SANDOVAL
 FO0455  USGS QUAD   -  HOLY GHOST SPRING (1969)
 FO0455
 FO0455                         *CURRENT SURVEY CONTROL
 FO0455  ___________________________________________________________________
 FO0455* NAD 83(1986)-  35 41 05.     (N)    106 55 34.     (W)     SCALED    
 FO0455* NAVD 88     -      1891.698  (meters)    6206.35   (feet)  ADJUSTED  
 FO0455  ___________________________________________________________________
 FO0455  GEOID HEIGHT-         -19.97  (meters)                     GEOID03
 FO0455  DYNAMIC HT  -        1889.116 (meters)    6197.87  (feet)  COMP
 FO0455  MODELED GRAV-     979,201.6   (mgal)                       NAVD 88
 FO0455
 FO0455  VERT ORDER  -  SECOND    CLASS 0
 FO0455
 FO0455.The horizontal coordinates were scaled from a topographic map and have
 FO0455.an estimated accuracy of +/- 6 seconds.
 FO0455
 FO0455.The orthometric height was determined by differential leveling
 FO0455.and adjusted by the National Geodetic Survey in June 1991..
 FO0455
 FO0455.The geoid height was determined by GEOID03.
 FO0455
 FO0455.The dynamic height is computed by dividing the NAVD 88
 FO0455.geopotential number by the normal gravity value computed on the
 FO0455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0455.degrees latitude (g = 980.6199 gals.).
 FO0455
 FO0455.The modeled gravity was interpolated from observed gravity values.
 FO0455
 FO0455;                    North         East    Units  Estimated Accuracy
 FO0455;SPC NM C     -   519,750.      438,800.      MT  (+/- 180 meters Scaled)
 FO0455
 FO0455                          SUPERSEDED SURVEY CONTROL
 FO0455
 FO0455  NGVD 29 (??/??/92) 1890.720  (m)         6203.14   (f) ADJ UNCH    2 0
 FO0455
 FO0455.Superseded values are not recommended for survey control.
 FO0455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0455.See file dsdata.txt to determine how the superseded data were derived.
 FO0455
 FO0455_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV257506(NAD 83)
 FO0455_MARKER: DB = BENCH MARK DISK
 FO0455_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FO0455_SP_SET: CULVERT
 FO0455_STAMPING: B 299 1957
 FO0455_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FO0455
 FO0455  HISTORY     - Date     Condition        Report By
 FO0455  HISTORY     - 1957     MONUMENTED       CGS
 FO0455  HISTORY     - 1989     GOOD             USPSQD
 FO0455
 FO0455                          STATION DESCRIPTION
 FO0455
 FO0455'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FO0455'16.20 MI NW FROM SAN YSIDRO.
 FO0455'ABOUT 16.20 MILES NORTHWEST ALONG STATE HIGHWAY 44 FROM THE TRIANGLE
 FO0455'TAVERN AT SAN YSIDRO, 17 FEET SOUTHWEST OF THE CENTERLINE OF THE
 FO0455'HIGHWAY, 3 FEET BELOW THE LEVEL OF THE HIGHWAY, SET IN THE TOP OF THE
 FO0455'SOUTHEAST END OF THE SOUTH WEST HEADWALL OF LARGE 3 CHANNEL CONCRETE
 FO0455'CULVERT UNDER HIGHWAY 44.
 FO0455
 FO0455                          STATION RECOVERY (1989)
 FO0455
 FO0455'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 FO0455'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0314 ***********************************************************************
 EO0314  DESIGNATION -  B 3
 EO0314  PID         -  EO0314
 EO0314  STATE/COUNTY-  NM/CURRY
 EO0314  USGS QUAD   -  PORTAIR (1985)
 EO0314
 EO0314                         *CURRENT SURVEY CONTROL
 EO0314  ___________________________________________________________________
 EO0314* NAD 83(1986)-  34 24 26.     (N)    103 22 20.     (W)     SCALED    
 EO0314* NAVD 88     -      1329.091  (meters)    4360.53   (feet)  POSTED    
 EO0314  ___________________________________________________________________
 EO0314  GEOID HEIGHT-         -23.30  (meters)                     GEOID03
 EO0314  DYNAMIC HT  -        1327.350 (meters)    4354.81  (feet)  COMP
 EO0314  MODELED GRAV-     979,281.9   (mgal)                       NAVD 88
 EO0314
 EO0314  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 EO0314
 EO0314.The horizontal coordinates were scaled from a topographic map and have
 EO0314.an estimated accuracy of +/- 6 seconds.
 EO0314
 EO0314.The orthometric height was determined by differential leveling
 EO0314.and adjusted by the National Geodetic Survey in 1992..
 EO0314.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 EO0314.rate of 1.1 thru 2.0 mm/km.
 EO0314
 EO0314.The geoid height was determined by GEOID03.
 EO0314
 EO0314.The dynamic height is computed by dividing the NAVD 88
 EO0314.geopotential number by the normal gravity value computed on the
 EO0314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0314.degrees latitude (g = 980.6199 gals.).
 EO0314
 EO0314.The modeled gravity was interpolated from observed gravity values.
 EO0314
 EO0314;                    North         East    Units  Estimated Accuracy
 EO0314;SPC NM E     -   378,240.      253,360.      MT  (+/- 180 meters Scaled)
 EO0314
 EO0314                          SUPERSEDED SURVEY CONTROL
 EO0314
 EO0314.No superseded survey control is available for this station.
 EO0314
 EO0314_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFU496085(NAD 83)
 EO0314_MARKER: P = PIPE CAP
 EO0314_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EO0314_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EO0314_STAMPING: 4358.620
 EO0314_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EO0314
 EO0314  HISTORY     - Date     Condition        Report By
 EO0314  HISTORY     - UNK      MONUMENTED       CGS
 EO0314  HISTORY     - 1958     MARK NOT FOUND   NGS
 EO0314
 EO0314                          STATION DESCRIPTION
 EO0314
 EO0314'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 EO0314'3.9 MI W FROM PORTAIR.
 EO0314'ABOUT 3.9 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 EO0314'FROM PORTAIR, CURRY COUNTY, OPPOSITE THE FIFTH POLE WEST OF MILEPOST
 EO0314'666, AT A ROAD CROSSING, ABOUT 100 FEET SOUTH OF THE CENTERLINE OF THE
 EO0314'TRACK, IN LINE WITH THE RIGHT-OF-WAY FENCE, AND 9 FEET EAST OF A
 EO0314'CATTLE-GUARD FENCE.  A STANDARD CAP, STAMPED 4358.620 AND FASTENED ON
 EO0314'THE TOP OF A 3-1/2-INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0686 ***********************************************************************
 GN0686  DESIGNATION -  B 30 RESET
 GN0686  PID         -  GN0686
 GN0686  STATE/COUNTY-  NM/RIO ARRIBA
 GN0686  USGS QUAD   -  SAN JUAN PUEBLO (1977)
 GN0686
 GN0686                         *CURRENT SURVEY CONTROL
 GN0686  ___________________________________________________________________
 GN0686* NAD 83(1986)-  36 07 00.     (N)    106 01 20.     (W)     SCALED    
 GN0686* NAVD 88     -      1774.17   (+/-2cm)    5820.8    (feet)  VERTCON   
 GN0686  ___________________________________________________________________
 GN0686  GEOID HEIGHT-         -18.85  (meters)                     GEOID03
 GN0686
 GN0686  VERT ORDER  -  THIRD (See Below)
 GN0686
 GN0686.The horizontal coordinates were scaled from a topographic map and have
 GN0686.an estimated accuracy of +/- 6 seconds.
 GN0686
 GN0686.The NAVD 88 height was computed by applying the VERTCON shift value to
 GN0686.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GN0686.The vertical order pertains to the NGVD 29 superseded value.
 GN0686
 GN0686.The geoid height was determined by GEOID03.
 GN0686
 GN0686;                    North         East    Units  Estimated Accuracy
 GN0686;SPC NM C     -   567,480.      520,510.      MT  (+/- 180 meters Scaled)
 GN0686
 GN0686                          SUPERSEDED SURVEY CONTROL
 GN0686
 GN0686  NGVD 29 (06/15/00) 1773.12   (m)         5817.3    (f) RESET       3  
 GN0686
 GN0686.Superseded values are not recommended for survey control.
 GN0686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0686.See file dsdata.txt to determine how the superseded data were derived.
 GN0686
 GN0686_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV080973(NAD 83)
 GN0686_MARKER: DV = VERTICAL CONTROL DISK
 GN0686_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 GN0686_SP_SET: WINGWALL
 GN0686_STAMPING: B 30 RESET 1985
 GN0686_MARK LOGO: NGS   
 GN0686_MAGNETIC: N = NO MAGNETIC MATERIAL
 GN0686_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GN0686
 GN0686  HISTORY     - Date     Condition        Report By
 GN0686  HISTORY     - 1985     MONUMENTED       NGS
 GN0686
 GN0686                          STATION DESCRIPTION
 GN0686
 GN0686'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 GN0686'ABOUT 10.2 MI (16.4 KM) NORTHEAST ALONG STATE HIGHWAY 68 FROM
 GN0686'ESPANOLA, ABOUT 3.9 MI (6.3 KM) SOUTHWEST OF VELARDE, ABOUT 0.1 MI
 GN0686'(0.2 KM) NORTHEAST OF THE JEMEZ HOUSE, TURN OFF ON THE WEST SIDE OF
 GN0686'THE HIGHWAY, ON THE WEST END OF THE SOUTH PARAPET WALL, 41 FT
 GN0686'(12.5 M) SOUTHWEST OF THE CENTER OF THE BRIDGE, 22 FT (6.7 M)
 GN0686'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, MARK IS 89 FT (27.1 M)
 GN0686'SOUTHEAST OF THE OLD BENCH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0293 ***********************************************************************
 GM0293  DESIGNATION -  B 302
 GM0293  PID         -  GM0293
 GM0293  STATE/COUNTY-  NM/COLFAX
 GM0293  USGS QUAD   -  EAGLE NEST (1995)
 GM0293
 GM0293                         *CURRENT SURVEY CONTROL
 GM0293  ___________________________________________________________________
 GM0293* NAD 83(1986)-  36 34 48.     (N)    105 15 50.     (W)     SCALED    
 GM0293* NAVD 88     -      2563.711  (meters)    8411.11   (feet)  ADJUSTED  
 GM0293  ___________________________________________________________________
 GM0293  GEOID HEIGHT-         -16.58  (meters)                     GEOID03
 GM0293  DYNAMIC HT  -        2560.055 (meters)    8399.11  (feet)  COMP
 GM0293  MODELED GRAV-     979,112.9   (mgal)                       NAVD 88
 GM0293
 GM0293  VERT ORDER  -  SECOND    CLASS 0
 GM0293
 GM0293.The horizontal coordinates were scaled from a topographic map and have
 GM0293.an estimated accuracy of +/- 6 seconds.
 GM0293
 GM0293.The orthometric height was determined by differential leveling
 GM0293.and adjusted by the National Geodetic Survey in June 1991..
 GM0293
 GM0293.The geoid height was determined by GEOID03.
 GM0293
 GM0293.The dynamic height is computed by dividing the NAVD 88
 GM0293.geopotential number by the normal gravity value computed on the
 GM0293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GM0293.degrees latitude (g = 980.6199 gals.).
 GM0293
 GM0293.The modeled gravity was interpolated from observed gravity values.
 GM0293
 GM0293;                    North         East    Units  Estimated Accuracy
 GM0293;SPC NM E     -   619,270.       81,720.      MT  (+/- 180 meters Scaled)
 GM0293
 GM0293                          SUPERSEDED SURVEY CONTROL
 GM0293
 GM0293  NGVD 29 (??/??/92) 2562.453  (m)         8406.98   (f) ADJ UNCH    2 0
 GM0293
 GM0293.Superseded values are not recommended for survey control.
 GM0293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0293.See file dsdata.txt to determine how the superseded data were derived.
 GM0293
 GM0293_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDA763483(NAD 83)
 GM0293_MARKER: DB = BENCH MARK DISK
 GM0293_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GM0293_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GM0293_STAMPING: B 302 1957
 GM0293_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GM0293+STABILITY: SURFACE MOTION
 GM0293
 GM0293  HISTORY     - Date     Condition        Report By
 GM0293  HISTORY     - 1957     MONUMENTED       CGS
 GM0293
 GM0293                          STATION DESCRIPTION
 GM0293
 GM0293'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GM0293'1.85 MI N FROM EAGLE NEST.
 GM0293'ABOUT 1.85 MILES NORTH ALONG STATE HIGHWAY 38 FROM ITS JUNCTION WITH
 GM0293'U.S. HIGHWAY 64 AT EAGLE NEST, AT THE NORTHWEST CORNER OF EAGLE NEST
 GM0293'AIRPORT, 93 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 140 FEET
 GM0293'SOUTHEAST OF A DOUBLE BRACED POWER POLE, 103 FEET EAST OF THE CENTER
 GM0293'OF THE JUNCTION OF THE HIGHWAY AND A ROAD NORTHEAST TO A SAWMILL, 82
 GM0293'FEET SOUTHEAST OF THE CENTER LINE OF THE SIDE ROAD, 26 FEET EAST OF A
 GM0293'FENCE CORNER POST, 190 FEET WEST OF THE CENTER LINE OF THE NORTH-SOUTH
 GM0293'RUNWAY, 2 FEET SOUTH OF A FENCE LINE, 2 1/2 FEET WEST OF A WHITE
 GM0293'WOODEN WITNESS POST, 3 FEET ABOVE THE LEVEL OF THE HIGHWAY AND IN THE
 GM0293'TOP OF A CONCRETE POST WHICH PROJECTS 9 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0347 ***********************************************************************
 GM0347  DESIGNATION -  B 303
 GM0347  PID         -  GM0347
 GM0347  STATE/COUNTY-  NM/COLFAX
 GM0347  USGS QUAD   -  OSHA MOUNTAIN (1995)
 GM0347
 GM0347                         *CURRENT SURVEY CONTROL
 GM0347  ___________________________________________________________________
 GM0347* NAD 83(1986)-  36 17 31.     (N)    105 15 24.     (W)     SCALED    
 GM0347* NAVD 88     -      2620.232  (meters)    8596.54   (feet)  ADJUSTED  
 GM0347  ___________________________________________________________________
 GM0347  GEOID HEIGHT-         -17.03  (meters)                     GEOID03
 GM0347  DYNAMIC HT  -        2616.397 (meters)    8583.96  (feet)  COMP
 GM0347  MODELED GRAV-     979,073.5   (mgal)                       NAVD 88
 GM0347
 GM0347  VERT ORDER  -  SECOND    CLASS 0
 GM0347
 GM0347.The horizontal coordinates were scaled from a topographic map and have
 GM0347.an estimated accuracy of +/- 6 seconds.
 GM0347
 GM0347.The orthometric height was determined by differential leveling
 GM0347.and adjusted by the National Geodetic Survey in June 1991..
 GM0347
 GM0347.The geoid height was determined by GEOID03.
 GM0347
 GM0347.The dynamic height is computed by dividing the NAVD 88
 GM0347.geopotential number by the normal gravity value computed on the
 GM0347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GM0347.degrees latitude (g = 980.6199 gals.).
 GM0347
 GM0347.The modeled gravity was interpolated from observed gravity values.
 GM0347
 GM0347;                    North         East    Units  Estimated Accuracy
 GM0347;SPC NM E     -   587,310.       82,060.      MT  (+/- 180 meters Scaled)
 GM0347
 GM0347                          SUPERSEDED SURVEY CONTROL
 GM0347
 GM0347  NGVD 29 (??/??/92) 2618.949  (m)         8592.34   (f) ADJ UNCH    2 0
 GM0347
 GM0347.Superseded values are not recommended for survey control.
 GM0347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0347.See file dsdata.txt to determine how the superseded data were derived.
 GM0347
 GM0347_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDA769163(NAD 83)
 GM0347_MARKER: DB = BENCH MARK DISK
 GM0347_SETTING: 66 = SET IN ROCK OUTCROP
 GM0347_SP_SET: ROCK OUTCROP
 GM0347_STAMPING: B 303 1957
 GM0347_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GM0347+STABILITY: POSITION/ELEVATION WELL
 GM0347
 GM0347  HISTORY     - Date     Condition        Report By
 GM0347  HISTORY     - 1957     MONUMENTED       CGS
 GM0347  HISTORY     - 1967     GOOD             USGS
 GM0347
 GM0347                          STATION DESCRIPTION
 GM0347
 GM0347'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 GM0347'20.9 MI S FROM EAGLES NEST.
 GM0347'ABOUT 20.9 MILES SOUTH ALONG STATE HIGHWAY 38 FROM THE POST OFFICE AT
 GM0347'EAGLES NEST, IN SECTION 21, T 24 N, R 16 E, 0.2 MILE SOUTH OF THE
 GM0347'JUNCTION OF STATE HIGHWAY 120, 0.15 MILE NORTH OF A GROUP OF BARNS
 GM0347'THAT ARE LOCATED WEST OF THE ROAD.  A STANDARD DISK SET IN THE TOP OF
 GM0347'A ROCK OUTCROP THAT PROJECTS 10 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GO0002 ***********************************************************************
 GO0002  DESIGNATION -  B 306
 GO0002  PID         -  GO0002
 GO0002  STATE/COUNTY-  NM/SAN JUAN
 GO0002  USGS QUAD   -  FARMINGTON SOUTH (1979)
 GO0002
 GO0002                         *CURRENT SURVEY CONTROL
 GO0002  ___________________________________________________________________
 GO0002* NAD 83(1986)-  36 44 22.     (N)    108 13 33.     (W)     SCALED    
 GO0002* NAVD 88     -      1676.860  (meters)    5501.50   (feet)  ADJUSTED  
 GO0002  ___________________________________________________________________
 GO0002  GEOID HEIGHT-         -21.14  (meters)                     GEOID03
 GO0002  DYNAMIC HT  -        1674.776 (meters)    5494.66  (feet)  COMP
 GO0002  MODELED GRAV-     979,329.8   (mgal)                       NAVD 88
 GO0002
 GO0002  VERT ORDER  -  SECOND    CLASS 0
 GO0002
 GO0002.This mark is at Four Corners Regional Airport (FMN)
 GO0002
 GO0002.The horizontal coordinates were scaled from a topographic map and have
 GO0002.an estimated accuracy of +/- 6 seconds.
 GO0002
 GO0002.The orthometric height was determined by differential leveling
 GO0002.and adjusted by the National Geodetic Survey in June 1991..
 GO0002
 GO0002.The geoid height was determined by GEOID03.
 GO0002
 GO0002.The dynamic height is computed by dividing the NAVD 88
 GO0002.geopotential number by the normal gravity value computed on the
 GO0002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GO0002.degrees latitude (g = 980.6199 gals.).
 GO0002
 GO0002.The modeled gravity was interpolated from observed gravity values.
 GO0002
 GO0002;                    North         East    Units  Estimated Accuracy
 GO0002;SPC NM W     -   636,640.      794,950.      MT  (+/- 180 meters Scaled)
 GO0002
 GO0002                          SUPERSEDED SURVEY CONTROL
 GO0002
 GO0002  NGVD 29 (??/??/92) 1675.892  (m)         5498.32   (f) ADJ UNCH    2 0
 GO0002
 GO0002.Superseded values are not recommended for survey control.
 GO0002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GO0002.See file dsdata.txt to determine how the superseded data were derived.
 GO0002
 GO0002_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYF477695(NAD 83)
 GO0002_MARKER: DB = BENCH MARK DISK
 GO0002_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 GO0002_SP_SET: CONCRETE DOOR TRACK
 GO0002_STAMPING: B 306 1958
 GO0002_MARK LOGO: CGS   
 GO0002_MAGNETIC: N = NO MAGNETIC MATERIAL
 GO0002_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GO0002
 GO0002  HISTORY     - Date     Condition        Report By
 GO0002  HISTORY     - 1958     MONUMENTED       CGS
 GO0002  HISTORY     - 1973     GOOD             NGS
 GO0002  HISTORY     - 1977     GOOD             NGS
 GO0002  HISTORY     - 1984     GOOD             NGS
 GO0002  HISTORY     - 19960617 GOOD             CHANCE
 GO0002
 GO0002                          STATION DESCRIPTION
 GO0002
 GO0002'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GO0002'IN FARMINGTON MUNICIPAL AIRPORT.
 GO0002'AT FARMINGTON MUNICIPAL AIRPORT ABOUT 1 MILE NW OF FARMINGTON.  MARK
 GO0002'IS SET IN THE CONCRETE DOOR TRACK, AT THE WEST END OF THE DOOR TO THE
 GO0002'EL PASO GAS COMPANY HANGAR. 11 FT. EAST OF NW CORNER OF THE HANGAR..
 GO0002
 GO0002                          STATION RECOVERY (1973)
 GO0002
 GO0002'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 GO0002'RECOVERED IN GOOD CONDITION.
 GO0002
 GO0002                          STATION RECOVERY (1977)
 GO0002
 GO0002'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 GO0002'RECOVERED IN GOOD CONDITION.
 GO0002
 GO0002                          STATION RECOVERY (1984)
 GO0002
 GO0002'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GO0002'RECOVERED IN GOOD CONDITION BUT WAS NOT LEVELED TO ON THIS SURVEY.
 GO0002
 GO0002                          STATION RECOVERY (1996)
 GO0002
 GO0002'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (KAL)
 GO0002'RECOVERY NOTE BY CHANCE 1996 RECOVERED IN GOOD CONDITION.  A NEW AND
 GO0002'COMPLETE DESCRIPTION FOLLOWS THE STATION IS LOCATED APPROXIMATELY 27.4
 GO0002'KM (17.00 MI) SOUTH OF THE COLORADO-NEW MEXICO STATE LINE, 1.6 KM
 GO0002'(1.00 MI) NORTH OF US HIGHWAY 550, AND 0.6 KM (0.35 MI) WEST OF
 GO0002'FARMINGTON AT THE FOUR CORNER REGIONAL AIRPORT.  OWNERSHIP -- CITY OF
 GO0002'FARMINGTON, LYLE PRUITT - MAINTENANCE MANAGER, PHONE (505) 599-1395 TO
 GO0002'REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 550 (WEST MAIN
 GO0002'STREET) AND US HIGHWAY 64 (WEST BROADWAY STREET) IN WEST FARMINGTON,
 GO0002'PROCEED EAST ON US HIGHWAY 550 (WEST MAIN STREET) FOR 0.24 KM (0.15
 GO0002'MI) TO THE JUNCTION WITH AIRPORT ROAD ON THE LEFT.  TURN LEFT AND
 GO0002'PROCEED NORTH ON AIRPORT ROAD, CONTINUING EAST, THEN NORTH AGAIN,
 GO0002'UNTIL AIRPORT ROAD BECOMES MUNICIPAL ROAD.  CONTINUE ON AIRPORT
 GO0002'ROAD/MUNICIPAL ROAD FOR 1.36 KM (0.85 MI) TO THE JUNCTION WITH NAVAJO
 GO0002'DRIVE.  TURN LEFT AND GO WEST ON NAVAJO DRIVE FOR 0.64 KM (0.40 MI) TO
 GO0002'AN ACCESS ROAD ON THE RIGHT.  TURN RIGHT AND PROCEED NORTH ON THE
 GO0002'ACCESS ROAD FOR 0.16 KM (0.10 MI) TO GATE G4.  PROCEED THROUGH GATE,
 GO0002'TURN LEFT, AND PROCEED WEST FOR 0.16 KM (0.10 MI) TO HANGAR 7 AND THE
 GO0002'STATION AT THE WEST END OF THE SLIDING HANGAR DOORS THE STATION IS A
 GO0002'BENCH MARK DISK SET INTO THE CONCRETE AT THE BASE OF DOOR TO HANGAR 7.
 GO0002'THE STATION IS LOCATED 20.9 M (68.6 FT) WEST OF THE NORTHEAST CORNER
 GO0002'OF HANGAR 7, AND 3.4 M (11.2 FT) EAST OF THE NORTHWEST CORNER OF
 GO0002'HANGAR 7
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0370 ***********************************************************************
 CW0370  DESIGNATION -  B 308
 CW0370  PID         -  CW0370
 CW0370  STATE/COUNTY-  NM/OTERO
 CW0370  USGS QUAD   -  VAN WINKLE LAKE (1970)
 CW0370
 CW0370                         *CURRENT SURVEY CONTROL
 CW0370  ___________________________________________________________________
 CW0370* NAD 83(1986)-  32 08 04.     (N)    105 15 40.     (W)     SCALED    
 CW0370* NAVD 88     -      1292.733  (meters)    4241.24   (feet)  POSTED    
 CW0370  ___________________________________________________________________
 CW0370  GEOID HEIGHT-         -22.40  (meters)                     GEOID03
 CW0370  DYNAMIC HT  -        1290.800 (meters)    4234.90  (feet)  COMP
 CW0370  MODELED GRAV-     979,099.7   (mgal)                       NAVD 88
 CW0370
 CW0370  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 CW0370
 CW0370.The horizontal coordinates were scaled from a topographic map and have
 CW0370.an estimated accuracy of +/- 6 seconds.
 CW0370
 CW0370.The orthometric height was determined by differential leveling
 CW0370.and adjusted by the National Geodetic Survey in 1992..
 CW0370.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 CW0370.rate of 0.0 thru 1.0 mm/km.
 CW0370
 CW0370.The geoid height was determined by GEOID03.
 CW0370
 CW0370.The dynamic height is computed by dividing the NAVD 88
 CW0370.geopotential number by the normal gravity value computed on the
 CW0370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0370.degrees latitude (g = 980.6199 gals.).
 CW0370
 CW0370.The modeled gravity was interpolated from observed gravity values.
 CW0370
 CW0370;                    North         East    Units  Estimated Accuracy
 CW0370;SPC NM C     -   126,200.      593,300.      MT  (+/- 180 meters Scaled)
 CW0370
 CW0370                          SUPERSEDED SURVEY CONTROL
 CW0370
 CW0370  NGVD 29 (??/??/92) 1292.181  (m)         4239.43   (f) ADJ UNCH    2 0
 CW0370
 CW0370.Superseded values are not recommended for survey control.
 CW0370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0370.See file dsdata.txt to determine how the superseded data were derived.
 CW0370
 CW0370_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDR753553(NAD 83)
 CW0370_MARKER: DB = BENCH MARK DISK
 CW0370_SETTING: 66 = SET IN ROCK OUTCROP
 CW0370_SP_SET: FLAT ROCK
 CW0370_STAMPING: B 308 1958
 CW0370_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CW0370+STABILITY: POSITION/ELEVATION WELL
 CW0370
 CW0370  HISTORY     - Date     Condition        Report By
 CW0370  HISTORY     - 1958     MONUMENTED       CGS
 CW0370
 CW0370                          STATION DESCRIPTION
 CW0370
 CW0370'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CW0370'15.35 MI N FROM DELL CITY, TEXAS.
 CW0370'ABOUT 3.15 MILES NORTH ALONG FARM ROAD 1437 FROM THE POST OFFICE AT
 CW0370'DELL CITY, THENCE 11.5 MILES NORTH ALONG A DIRT ROAD, THENCE 0.7 MILE
 CW0370'WEST-NORTHWEST ALONG A DIRT ROAD, IN THE TOP OF A LARGE FLAT ROCK
 CW0370'SURROUNDED BY A CIRCLE OF LOOSE ROCK, 40 FEET NORTHWEST OF THE CENTER
 CW0370'LINE OF THE ROAD, ABOUT MIDWAY OF A SMALL CURVE, ABOUT 30 YARDS
 CW0370'WEST-SOUTHWEST OF THE CREST OF A ROCKY HILL, ABOUT LEVEL WITH THE
 CW0370'ROAD, AND ABOUT FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0429 ***********************************************************************
 CW0429  DESIGNATION -  B 309
 CW0429  PID         -  CW0429
 CW0429  STATE/COUNTY-  NM/OTERO
 CW0429  USGS QUAD   -  ALAMO MOUNTAIN NE (1975)
 CW0429
 CW0429                         *CURRENT SURVEY CONTROL
 CW0429  ___________________________________________________________________
 CW0429* NAD 83(1986)-  32 09 58.     (N)    105 31 01.     (W)     SCALED    
 CW0429* NAVD 88     -      1389.958  (meters)    4560.22   (feet)  POSTED    
 CW0429  ___________________________________________________________________
 CW0429  GEOID HEIGHT-         -22.25  (meters)                     GEOID03
 CW0429  DYNAMIC HT  -        1387.860 (meters)    4553.34  (feet)  COMP
 CW0429  MODELED GRAV-     979,079.1   (mgal)                       NAVD 88
 CW0429
 CW0429  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 CW0429
 CW0429.The horizontal coordinates were scaled from a topographic map and have
 CW0429.an estimated accuracy of +/- 6 seconds.
 CW0429
 CW0429.The orthometric height was determined by differential leveling
 CW0429.and adjusted by the National Geodetic Survey in 1992..
 CW0429.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 CW0429.rate of 0.0 thru 1.0 mm/km.
 CW0429
 CW0429.The geoid height was determined by GEOID03.
 CW0429
 CW0429.The dynamic height is computed by dividing the NAVD 88
 CW0429.geopotential number by the normal gravity value computed on the
 CW0429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0429.degrees latitude (g = 980.6199 gals.).
 CW0429
 CW0429.The modeled gravity was interpolated from observed gravity values.
 CW0429
 CW0429;                    North         East    Units  Estimated Accuracy
 CW0429;SPC NM C     -   129,520.      569,140.      MT  (+/- 180 meters Scaled)
 CW0429
 CW0429                          SUPERSEDED SURVEY CONTROL
 CW0429
 CW0429  NGVD 29 (??/??/92) 1389.377  (m)         4558.31   (f) ADJ UNCH    2 0
 CW0429
 CW0429.Superseded values are not recommended for survey control.
 CW0429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0429.See file dsdata.txt to determine how the superseded data were derived.
 CW0429
 CW0429_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDR512589(NAD 83)
 CW0429_MARKER: DB = BENCH MARK DISK
 CW0429_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CW0429_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CW0429_STAMPING: B 309 1958
 CW0429_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CW0429+STABILITY: SURFACE MOTION
 CW0429
 CW0429  HISTORY     - Date     Condition        Report By
 CW0429  HISTORY     - 1958     MONUMENTED       CGS
 CW0429
 CW0429                          STATION DESCRIPTION
 CW0429
 CW0429'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CW0429'31.55 MI NW FROM DELL CITY, TEXAS.
 CW0429'ABOUT 3.15 MILES NORTH ALONG FARM ROAD 1437 FROM THE POST OFFICE AT
 CW0429'DELL CITY, THENCE 11.5 MILES NORTH ALONG A DIRT ROAD, THENCE 2.7 MILES
 CW0429'NORTHWEST ALONG A DIRT ROAD, THENCE 0.5 MILE SOUTHWEST ALONG A DIRT
 CW0429'ROAD, THENCE 13.7 MILES WEST ALONG A DIRT ROAD, 50 FEET SOUTH OF THE
 CW0429'CENTER LINE OF THE ROAD, ABOUT 0.1 MILE EAST OF THE JUCNTION OF A ROAD
 CW0429'LEADING NORTH, 2 FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL
 CW0429'WITH THE ROAD, AND IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0402 ***********************************************************************
 GM0402  DESIGNATION -  B 31
 GM0402  PID         -  GM0402
 GM0402  STATE/COUNTY-  NM/TAOS
 GM0402  USGS QUAD   -  SERVILLETA PLAZA (1995)
 GM0402
 GM0402                         *CURRENT SURVEY CONTROL
 GM0402  ___________________________________________________________________
 GM0402* NAD 83(1986)-  36 26 17.     (N)    105 54 22.     (W)     SCALED    
 GM0402* NAVD 88     -      2293.317  (meters)    7523.99   (feet)  ADJUSTED  
 GM0402  ___________________________________________________________________
 GM0402  GEOID HEIGHT-         -17.99  (meters)                     GEOID03
 GM0402  DYNAMIC HT  -        2290.114 (meters)    7513.48  (feet)  COMP
 GM0402  MODELED GRAV-     979,153.0   (mgal)                       NAVD 88
 GM0402
 GM0402  VERT ORDER  -  FIRST     CLASS II
 GM0402
 GM0402.The horizontal coordinates were scaled from a topographic map and have
 GM0402.an estimated accuracy of +/- 6 seconds.
 GM0402
 GM0402.The orthometric height was determined by differential leveling
 GM0402.and adjusted by the National Geodetic Survey in June 1991..
 GM0402
 GM0402.The geoid height was determined by GEOID03.
 GM0402
 GM0402.The dynamic height is computed by dividing the NAVD 88
 GM0402.geopotential number by the normal gravity value computed on the
 GM0402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GM0402.degrees latitude (g = 980.6199 gals.).
 GM0402
 GM0402.The modeled gravity was interpolated from observed gravity values.
 GM0402
 GM0402;                    North         East    Units  Estimated Accuracy
 GM0402;SPC NM C     -   603,170.      530,830.      MT  (+/- 180 meters Scaled)
 GM0402
 GM0402                          SUPERSEDED SURVEY CONTROL
 GM0402
 GM0402  NGVD 29 (??/??/92) 2292.099  (m)         7519.99   (f) ADJ UNCH    1 2
 GM0402
 GM0402.Superseded values are not recommended for survey control.
 GM0402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0402.See file dsdata.txt to determine how the superseded data were derived.
 GM0402
 GM0402_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDA187329(NAD 83)
 GM0402_MARKER: DB = BENCH MARK DISK
 GM0402_SETTING: 80 = SET IN A BOULDER
 GM0402_STAMPING: 7519.995 B 31 1933
 GM0402_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GM0402+STABILITY: SURFACE MOTION
 GM0402
 GM0402  HISTORY     - Date     Condition        Report By
 GM0402  HISTORY     - 1933     MONUMENTED       CGS
 GM0402  HISTORY     - 1959     GOOD             USGS
 GM0402  HISTORY     - 1984     MARK NOT FOUND   NGS
 GM0402
 GM0402                          STATION DESCRIPTION
 GM0402
 GM0402'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 GM0402'5.5 MI N FROM TAOS JUNCTION.
 GM0402'ABOUT 17.3 MILES EAST AND NORTH ALONG U. S. HWY. 285 FROM THE CHURCH
 GM0402'AT OJO CALIENTE, THENCE 0.5 MILES EAST ALONG A TRACK RD.  AT THE
 GM0402'NORTHEAST END OF A HIGH FILL IN THE OLD RAILROAD BED.  40 FT.
 GM0402'SOUTHWEST OF THE RD. CROSSING.  14 FT. SOUTHEAST OF THE RAILROAD BED.
 GM0402'IN THE TOP OF A LARGE VOLCANIC BOULDER.  A STD. DISK STAMPED 7519.995
 GM0402'B 31 1933.  NOTE-- RAILROAD DISMANTLED, TAOS JUNCTION NO LONGER
 GM0402'EXISTS.
 GM0402
 GM0402                          STATION RECOVERY (1984)
 GM0402
 GM0402'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GM0402'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0356 ***********************************************************************
 CV0356  DESIGNATION -  B 310
 CV0356  PID         -  CV0356
 CV0356  STATE/COUNTY-  NM/LEA
 CV0356  USGS QUAD   -  JAL (1979)
 CV0356
 CV0356                         *CURRENT SURVEY CONTROL
 CV0356  ___________________________________________________________________
 CV0356* NAD 83(1986)-  32 06 31.     (N)    103 11 15.     (W)     SCALED    
 CV0356* NAVD 88     -       923.665  (meters)    3030.39   (feet)  ADJUSTED  
 CV0356  ___________________________________________________________________
 CV0356  GEOID HEIGHT-         -23.59  (meters)                     GEOID03
 CV0356  DYNAMIC HT  -         922.366 (meters)    3026.13  (feet)  COMP
 CV0356  MODELED GRAV-     979,202.2   (mgal)                       NAVD 88
 CV0356
 CV0356  VERT ORDER  -  SECOND    CLASS 0
 CV0356
 CV0356.The horizontal coordinates were scaled from a topographic map and have
 CV0356.an estimated accuracy of +/- 6 seconds.
 CV0356
 CV0356.The orthometric height was determined by differential leveling
 CV0356.and adjusted by the National Geodetic Survey in June 1991..
 CV0356
 CV0356.The geoid height was determined by GEOID03.
 CV0356
 CV0356.The dynamic height is computed by dividing the NAVD 88
 CV0356.geopotential number by the normal gravity value computed on the
 CV0356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0356.degrees latitude (g = 980.6199 gals.).
 CV0356
 CV0356.The modeled gravity was interpolated from observed gravity values.
 CV0356
 CV0356;                    North         East    Units  Estimated Accuracy
 CV0356;SPC NM E     -   123,490.      273,140.      MT  (+/- 180 meters Scaled)
 CV0356
 CV0356                          SUPERSEDED SURVEY CONTROL
 CV0356
 CV0356  NGVD 29 (??/??/92)  923.255  (m)         3029.05   (f) ADJ UNCH    2 0
 CV0356
 CV0356.Superseded values are not recommended for survey control.
 CV0356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0356.See file dsdata.txt to determine how the superseded data were derived.
 CV0356
 CV0356_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFR710539(NAD 83)
 CV0356_MARKER: DB = BENCH MARK DISK
 CV0356_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0356_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CV0356_STAMPING: B 310 1958
 CV0356_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CV0356+STABILITY: SURFACE MOTION
 CV0356
 CV0356  HISTORY     - Date     Condition        Report By
 CV0356  HISTORY     - 1958     MONUMENTED       CGS
 CV0356
 CV0356                          STATION DESCRIPTION
 CV0356
 CV0356'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CV0356'IN JAL.
 CV0356'AT JAL, ALONG THE TEXAS-NEW MEXICO RAILWAY, 136 FEET SOUTHEAST OF THE
 CV0356'SOUTHEAST CORNER OF THE STATION, 147 FEET SOUTHEAST OF B.M. T.B.M. 76,
 CV0356'76 FEET NORTH OF THE CENTER LINE OF EAST NEVADA AVENUE, 93 FEET WEST
 CV0356'OF THE CENTER LINE OF STATE HIGHWAY 18, 14 FEET NORTH OF A POWER POLE,
 CV0356'2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE
 CV0356'TRACK, AND IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0354 ***********************************************************************
 CV0354  DESIGNATION -  B 311
 CV0354  PID         -  CV0354
 CV0354  STATE/COUNTY-  NM/LEA
 CV0354  USGS QUAD   -  JAL (1979)
 CV0354
 CV0354                         *CURRENT SURVEY CONTROL
 CV0354  ___________________________________________________________________
 CV0354* NAD 83(1986)-  32 04 59.     (N)    103 11 58.     (W)     SCALED    
 CV0354* NAVD 88     -       910.314  (meters)    2986.59   (feet)  ADJUSTED  
 CV0354  ___________________________________________________________________
 CV0354  GEOID HEIGHT-         -23.74  (meters)                     GEOID03
 CV0354  DYNAMIC HT  -         909.030 (meters)    2982.38  (feet)  COMP
 CV0354  MODELED GRAV-     979,198.6   (mgal)                       NAVD 88
 CV0354
 CV0354  VERT ORDER  -  SECOND    CLASS 0
 CV0354
 CV0354.The horizontal coordinates were scaled from a topographic map and have
 CV0354.an estimated accuracy of +/- 6 seconds.
 CV0354
 CV0354.The orthometric height was determined by differential leveling
 CV0354.and adjusted by the National Geodetic Survey in June 1991..
 CV0354
 CV0354.The geoid height was determined by GEOID03.
 CV0354
 CV0354.The dynamic height is computed by dividing the NAVD 88
 CV0354.geopotential number by the normal gravity value computed on the
 CV0354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0354.degrees latitude (g = 980.6199 gals.).
 CV0354
 CV0354.The modeled gravity was interpolated from observed gravity values.
 CV0354
 CV0354;                    North         East    Units  Estimated Accuracy
 CV0354;SPC NM E     -   120,640.      272,040.      MT  (+/- 180 meters Scaled)
 CV0354
 CV0354                          SUPERSEDED SURVEY CONTROL
 CV0354
 CV0354  NGVD 29 (??/??/92)  909.901  (m)         2985.23   (f) ADJ UNCH    2 0
 CV0354
 CV0354.Superseded values are not recommended for survey control.
 CV0354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0354.See file dsdata.txt to determine how the superseded data were derived.
 CV0354
 CV0354_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFR699510(NAD 83)
 CV0354_MARKER: DB = BENCH MARK DISK
 CV0354_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0354_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CV0354_STAMPING: B 311 1958
 CV0354_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CV0354+STABILITY: SURFACE MOTION
 CV0354
 CV0354  HISTORY     - Date     Condition        Report By
 CV0354  HISTORY     - 1958     MONUMENTED       CGS
 CV0354
 CV0354                          STATION DESCRIPTION
 CV0354
 CV0354'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CV0354'1.95 MI S FROM JAL.
 CV0354'ABOUT 0.4 MILE SOUTHWEST ALONG EL PASO DRIVE FROM THE TEXAS-NEW MEXICO
 CV0354'RAILWAY STATION AT JAL, THENCE 1.55 MILES SOUTH ALONG A PAVED ROAD, 86
 CV0354'FEET EAST OF THE CENTER LINE OF THE ROAD, 46 FEET NORTH OF THE CENTER
 CV0354'LINE OF A DIRT ROAD, 41 FEET NORTHEAST OF THE EAST END OF A CATTLE
 CV0354'GUARD, 32 FEET EAST OF THE EAST RIGHT OF WAY FENCE, IN LINE WITH A ROW
 CV0354'OF POWER POLES, 41 FEET SOUTH OF A POWER POLE, 2 FEET NORTH OF A WHITE
 CV0354'WOODEN WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD, AND IN
 CV0354'THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0540 ***********************************************************************
 CW0540  DESIGNATION -  B 312
 CW0540  PID         -  CW0540
 CW0540  STATE/COUNTY-  NM/OTERO
 CW0540  USGS QUAD   -  SACRAMENTO (1974)
 CW0540
 CW0540                         *CURRENT SURVEY CONTROL
 CW0540  ___________________________________________________________________
 CW0540* NAD 83(1986)-  32 47 41.     (N)    105 33 47.     (W)     SCALED    
 CW0540* NAVD 88     -      2209.577  (meters)    7249.25   (feet)  ADJUSTED  
 CW0540  ___________________________________________________________________
 CW0540  GEOID HEIGHT-         -20.10  (meters)                     GEOID03
 CW0540  DYNAMIC HT  -        2206.002 (meters)    7237.52  (feet)  COMP
 CW0540  MODELED GRAV-     978,939.7   (mgal)                       NAVD 88
 CW0540
 CW0540  VERT ORDER  -  SECOND    CLASS 0
 CW0540
 CW0540.The horizontal coordinates were scaled from a topographic map and have
 CW0540.an estimated accuracy of +/- 6 seconds.
 CW0540
 CW0540.The orthometric height was determined by differential leveling
 CW0540.and adjusted by the National Geodetic Survey in June 1991..
 CW0540
 CW0540.The geoid height was determined by GEOID03.
 CW0540
 CW0540.The dynamic height is computed by dividing the NAVD 88
 CW0540.geopotential number by the normal gravity value computed on the
 CW0540.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0540.degrees latitude (g = 980.6199 gals.).
 CW0540
 CW0540.The modeled gravity was interpolated from observed gravity values.
 CW0540
 CW0540;                    North         East    Units  Estimated Accuracy
 CW0540;SPC NM C     -   199,200.      564,340.      MT  (+/- 180 meters Scaled)
 CW0540
 CW0540                          SUPERSEDED SURVEY CONTROL
 CW0540
 CW0540  NGVD 29 (??/??/92) 2208.769  (m)         7246.60   (f) ADJ UNCH    2 0
 CW0540
 CW0540.Superseded values are not recommended for survey control.
 CW0540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0540.See file dsdata.txt to determine how the superseded data were derived.
 CW0540
 CW0540_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDS472286(NAD 83)
 CW0540_MARKER: DB = BENCH MARK DISK
 CW0540_SETTING: 66 = SET IN ROCK OUTCROP
 CW0540_SP_SET: ROCK LEDGE
 CW0540_STAMPING: B 312 1958
 CW0540_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CW0540+STABILITY: POSITION/ELEVATION WELL
 CW0540
 CW0540  HISTORY     - Date     Condition        Report By
 CW0540  HISTORY     - 1958     MONUMENTED       CGS
 CW0540  HISTORY     - 1974     GOOD             USGS
 CW0540
 CW0540                          STATION DESCRIPTION
 CW0540
 CW0540'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CW0540'3.25 MI W FROM WEED.
 CW0540'ABOUT 0.15 MILE NORTH ALONG A DIRT ROAD FROM THE POST OFFICE AT WEED,
 CW0540'THENCE 3.1 MILE WEST ALONG A WINDING DIRT ROAD, AT SACRAMENTO, IN THE
 CW0540'TOP OF A ROCK LEDGE AND 1 1/2 FEET BELOW THE TOP OF THE ROCK, 16 FEET
 CW0540'NORTH OF THE CENTER LINE OF THE ROAD, 132 FEET NORTHWEST OF THE
 CW0540'NORTHWEST CORNER OF THE POST OFFICE AT SACRAMENTO, AND ABOUT 1 1/2
 CW0540'FEET ABOVE THE LEVEL OF THE ROAD.
 CW0540
 CW0540                          STATION RECOVERY (1974)
 CW0540
 CW0540'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 CW0540'AT THE WEST END OF STATE HWY 521 AT SACRAMENTO, FROM THE T-RD SOUTH
 CW0540'AT BRIDGE ACROSS AUGA CHIQUITA CANYON. 69 FEET WEST ALONG CENTERLINE
 CW0540'ROAD, THENCE 12 FEET NORTH. IN THE TOP OF A ROCK LEDGE AND ABOUT 1.5
 CW0540'FEET HIGHER THAN THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0387 ***********************************************************************
 CW0387  DESIGNATION -  B 313
 CW0387  PID         -  CW0387
 CW0387  STATE/COUNTY-  NM/OTERO
 CW0387  USGS QUAD   -  OTERO MESA NORTH (1980)
 CW0387
 CW0387                         *CURRENT SURVEY CONTROL
 CW0387  ___________________________________________________________________
 CW0387* NAD 83(1986)-  32 29 24.     (N)    105 47 44.     (W)     SCALED    
 CW0387* NAVD 88     -      1510.803  (meters)    4956.69   (feet)  POSTED    
 CW0387  ___________________________________________________________________
 CW0387  GEOID HEIGHT-         -21.91  (meters)                     GEOID03
 CW0387  DYNAMIC HT  -        1508.510 (meters)    4949.17  (feet)  COMP
 CW0387  MODELED GRAV-     979,069.2   (mgal)                       NAVD 88
 CW0387
 CW0387  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 CW0387
 CW0387.The horizontal coordinates were scaled from a topographic map and have
 CW0387.an estimated accuracy of +/- 6 seconds.
 CW0387
 CW0387.The orthometric height was determined by differential leveling
 CW0387.and adjusted by the National Geodetic Survey in 1992..
 CW0387.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 CW0387.rate of 0.0 thru 1.0 mm/km.
 CW0387
 CW0387.The geoid height was determined by GEOID03.
 CW0387
 CW0387.The dynamic height is computed by dividing the NAVD 88
 CW0387.geopotential number by the normal gravity value computed on the
 CW0387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0387.degrees latitude (g = 980.6199 gals.).
 CW0387
 CW0387.The modeled gravity was interpolated from observed gravity values.
 CW0387
 CW0387;                    North         East    Units  Estimated Accuracy
 CW0387;SPC NM C     -   165,290.      542,710.      MT  (+/- 180 meters Scaled)
 CW0387
 CW0387                          SUPERSEDED SURVEY CONTROL
 CW0387
 CW0387  NGVD 29 (??/??/92) 1510.166  (m)         4954.60   (f) ADJ UNCH    2 0
 CW0387
 CW0387.Superseded values are not recommended for survey control.
 CW0387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0387.See file dsdata.txt to determine how the superseded data were derived.
 CW0387
 CW0387_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDR252950(NAD 83)
 CW0387_MARKER: DB = BENCH MARK DISK
 CW0387_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CW0387_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CW0387_STAMPING: B 313 1958
 CW0387_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CW0387+STABILITY: SURFACE MOTION
 CW0387
 CW0387  HISTORY     - Date     Condition        Report By
 CW0387  HISTORY     - 1958     MONUMENTED       CGS
 CW0387
 CW0387                          STATION DESCRIPTION
 CW0387
 CW0387'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CW0387'26.05 MI NE FROM OROGRANDE.
 CW0387'ABOUT 11.4 MILES NORTH ALONG U. S. HIGHWAY 54 FROM THE POST OFFICE AT
 CW0387'OROGRANDE, THENCE 14.65 MILES EAST ALONG A DIRT ROAD, 68 FEET SOUTH OF
 CW0387'THE CENTER LINE OF THE ROAD, 4 1/2 FEET SOUTH OF A TELEPHONE POLE, 2
 CW0387'FEET EAST OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL
 CW0387'OF THE ROAD, AND IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0333 ***********************************************************************
 CW0333  DESIGNATION -  B 314
 CW0333  PID         -  CW0333
 CW0333  STATE/COUNTY-  NM/OTERO
 CW0333  USGS QUAD   -  PINON (1965)
 CW0333
 CW0333                         *CURRENT SURVEY CONTROL
 CW0333  ___________________________________________________________________
 CW0333* NAD 83(1986)-  32 36 11.     (N)    105 25 48.     (W)     SCALED    
 CW0333* NAVD 88     -      1874.769  (meters)    6150.80   (feet)  POSTED    
 CW0333  ___________________________________________________________________
 CW0333  GEOID HEIGHT-         -20.82  (meters)                     GEOID03
 CW0333  DYNAMIC HT  -        1871.840 (meters)    6141.20  (feet)  COMP
 CW0333  MODELED GRAV-     979,008.3   (mgal)                       NAVD 88
 CW0333
 CW0333  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 CW0333
 CW0333.The horizontal coordinates were scaled from a topographic map and have
 CW0333.an estimated accuracy of +/- 6 seconds.
 CW0333
 CW0333.The orthometric height was determined by differential leveling
 CW0333.and adjusted by the National Geodetic Survey in 1992..
 CW0333.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 CW0333.rate of 1.1 thru 2.0 mm/km.
 CW0333
 CW0333.The geoid height was determined by GEOID03.
 CW0333
 CW0333.The dynamic height is computed by dividing the NAVD 88
 CW0333.geopotential number by the normal gravity value computed on the
 CW0333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0333.degrees latitude (g = 980.6199 gals.).
 CW0333
 CW0333.The modeled gravity was interpolated from observed gravity values.
 CW0333
 CW0333;                    North         East    Units  Estimated Accuracy
 CW0333;SPC NM C     -   178,030.      576,970.      MT  (+/- 180 meters Scaled)
 CW0333
 CW0333                          SUPERSEDED SURVEY CONTROL
 CW0333
 CW0333  NGVD 29 (??/??/92) 1874.061  (m)         6148.48   (f) ADJ UNCH    2 0
 CW0333
 CW0333.Superseded values are not recommended for survey control.
 CW0333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0333.See file dsdata.txt to determine how the superseded data were derived.
 CW0333
 CW0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDS596073(NAD 83)
 CW0333_MARKER: DB = BENCH MARK DISK
 CW0333_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CW0333_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CW0333_STAMPING: B 314 1958
 CW0333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CW0333+STABILITY: SURFACE MOTION
 CW0333
 CW0333  HISTORY     - Date     Condition        Report By
 CW0333  HISTORY     - 1958     MONUMENTED       CGS
 CW0333
 CW0333                          STATION DESCRIPTION
 CW0333
 CW0333'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CW0333'2.95 MI SW FROM PINON.
 CW0333'ABOUT 0.65 MILE SOUTH ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 CW0333'PINON, THENCE 2.3 MILES WEST ALONG A GRAVELED ROAD, 63 FEET
 CW0333'EAST-SOUTHEAST OF THE CENTER LINE OF THE ROAD, 66 FEET SOUTHWEST OF A
 CW0333'POWER POLE, 32 FEET EAST-SOUTHEAST OF A 16-INCH FORKED CEDAR TREE, 2
 CW0333'FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL
 CW0333'OF THE ROAD, AND IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0387 ***********************************************************************
 CV0387  DESIGNATION -  B 315
 CV0387  PID         -  CV0387
 CV0387  STATE/COUNTY-  NM/EDDY
 CV0387  USGS QUAD   -  PHANTOM BANKS (1968)
 CV0387
 CV0387                         *CURRENT SURVEY CONTROL
 CV0387  ___________________________________________________________________
 CV0387* NAD 83(1986)-  32 03 52.     (N)    103 47 09.     (W)     SCALED    
 CV0387* NAVD 88     -       995.534  (meters)    3266.18   (feet)  ADJUSTED  
 CV0387  ___________________________________________________________________
 CV0387  GEOID HEIGHT-         -25.52  (meters)                     GEOID03
 CV0387  DYNAMIC HT  -         994.051 (meters)    3261.32  (feet)  COMP
 CV0387  MODELED GRAV-     979,117.3   (mgal)                       NAVD 88
 CV0387
 CV0387  VERT ORDER  -  SECOND    CLASS 0
 CV0387
 CV0387.The horizontal coordinates were scaled from a topographic map and have
 CV0387.an estimated accuracy of +/- 6 seconds.
 CV0387
 CV0387.The orthometric height was determined by differential leveling
 CV0387.and adjusted by the National Geodetic Survey in June 1991..
 CV0387
 CV0387.The geoid height was determined by GEOID03.
 CV0387
 CV0387.The dynamic height is computed by dividing the NAVD 88
 CV0387.geopotential number by the normal gravity value computed on the
 CV0387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0387.degrees latitude (g = 980.6199 gals.).
 CV0387
 CV0387.The modeled gravity was interpolated from observed gravity values.
 CV0387
 CV0387;                    North         East    Units  Estimated Accuracy
 CV0387;SPC NM E     -   118,150.      216,690.      MT  (+/- 180 meters Scaled)
 CV0387
 CV0387                          SUPERSEDED SURVEY CONTROL
 CV0387
 CV0387  NGVD 29 (??/??/92)  995.031  (m)         3264.53   (f) ADJ UNCH    2 0
 CV0387
 CV0387.Superseded values are not recommended for survey control.
 CV0387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0387.See file dsdata.txt to determine how the superseded data were derived.
 CV0387
 CV0387_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFR146482(NAD 83)
 CV0387_MARKER: DB = BENCH MARK DISK
 CV0387_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0387_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CV0387_STAMPING: B 315 1958
 CV0387_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CV0387+STABILITY: SURFACE MOTION
 CV0387
 CV0387  HISTORY     - Date     Condition        Report By
 CV0387  HISTORY     - 1958     MONUMENTED       CGS
 CV0387
 CV0387                          STATION DESCRIPTION
 CV0387
 CV0387'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CV0387'26.4 MI SE FROM MALAGA.
 CV0387'ABOUT 12.3 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 CV0387'FROM THE STATION AT MALAGA, THENCE 14.1 MILES EAST ALONG THE EL PASO
 CV0387'NATURAL GAS COMPANY PIPELINE ROAD, 52 FEET SOUTH OF THE CENTER LINE OF
 CV0387'THE ROAD, 97 FEET SOUTH OF AND ACROSS THE ROAD FROM TELEPHONE POLE
 CV0387'NUMBER 18, 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT
 CV0387'ABOVE THE LEVEL OF THE ROAD, AND IN THE TOP OF A CONCRETE POST
 CV0387'PROJECTING 9 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0334 ***********************************************************************
 DR0334  DESIGNATION -  B 316
 DR0334  PID         -  DR0334
 DR0334  STATE/COUNTY-  NM/LINCOLN
 DR0334  USGS QUAD   -  HORSESHOE BEND (1988)
 DR0334
 DR0334                         *CURRENT SURVEY CONTROL
 DR0334  ___________________________________________________________________
 DR0334* NAD 83(1986)-  33 21 10.     (N)    104 58 43.     (W)     SCALED    
 DR0334* NAVD 88     -      1471.083  (meters)    4826.38   (feet)  ADJUSTED  
 DR0334  ___________________________________________________________________
 DR0334  GEOID HEIGHT-         -22.09  (meters)                     GEOID03
 DR0334  DYNAMIC HT  -        1468.953 (meters)    4819.39  (feet)  COMP
 DR0334  MODELED GRAV-     979,137.7   (mgal)                       NAVD 88
 DR0334
 DR0334  VERT ORDER  -  FIRST     CLASS II
 DR0334
 DR0334.The horizontal coordinates were scaled from a topographic map and have
 DR0334.an estimated accuracy of +/- 6 seconds.
 DR0334
 DR0334.The orthometric height was determined by differential leveling
 DR0334.and adjusted by the National Geodetic Survey in October 1996..
 DR0334
 DR0334.The geoid height was determined by GEOID03.
 DR0334
 DR0334.The dynamic height is computed by dividing the NAVD 88
 DR0334.geopotential number by the normal gravity value computed on the
 DR0334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0334.degrees latitude (g = 980.6199 gals.).
 DR0334
 DR0334.The modeled gravity was interpolated from observed gravity values.
 DR0334
 DR0334;                    North         East    Units  Estimated Accuracy
 DR0334;SPC NM C     -   261,600.      618,330.      MT  (+/- 180 meters Scaled)
 DR0334
 DR0334                          SUPERSEDED SURVEY CONTROL
 DR0334
 DR0334  NGVD 29 (??/??/92) 1470.445  (m)         4824.28   (f) ADJ UNCH    1 2
 DR0334
 DR0334.Superseded values are not recommended for survey control.
 DR0334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0334.See file dsdata.txt to determine how the superseded data were derived.
 DR0334
 DR0334_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES019903(NAD 83)
 DR0334_MARKER: DB = BENCH MARK DISK
 DR0334_SETTING: 66 = SET IN ROCK OUTCROP
 DR0334_SP_SET: BEDROCK
 DR0334_STAMPING: B 316 1961
 DR0334_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DR0334+STABILITY: POSITION/ELEVATION WELL
 DR0334
 DR0334  HISTORY     - Date     Condition        Report By
 DR0334  HISTORY     - 1961     MONUMENTED       CGS
 DR0334
 DR0334                          STATION DESCRIPTION
 DR0334
 DR0334'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 DR0334'5.7 MI E FROM RIVERSIDE.
 DR0334'5.7 MILES EAST ALONG U.S. HIGHWAY 70 AND 380 FROM THE CHEVRON GAS
 DR0334'STATION AT RIVERSIDE, 60 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY,
 DR0334'6 FEET SOUTH OF THE RIGHT OF WAY FENCE, SET IN DRILLHOLE IN BEDROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0423 ***********************************************************************
 DR0423  DESIGNATION -  B 317
 DR0423  PID         -  DR0423
 DR0423  STATE/COUNTY-  NM/CHAVES
 DR0423  USGS QUAD   -  PANTHER HILL (1982)
 DR0423
 DR0423                         *CURRENT SURVEY CONTROL
 DR0423  ___________________________________________________________________
 DR0423* NAD 83(1986)-  33 37 13.     (N)    104 32 38.     (W)     SCALED    
 DR0423* NAVD 88     -      1124.142  (meters)    3688.12   (feet)  ADJUSTED  
 DR0423  ___________________________________________________________________
 DR0423  GEOID HEIGHT-         -23.27  (meters)                     GEOID03
 DR0423  DYNAMIC HT  -        1122.619 (meters)    3683.13  (feet)  COMP
 DR0423  MODELED GRAV-     979,243.2   (mgal)                       NAVD 88
 DR0423
 DR0423  VERT ORDER  -  SECOND    CLASS 0
 DR0423
 DR0423.The horizontal coordinates were scaled from a topographic map and have
 DR0423.an estimated accuracy of +/- 6 seconds.
 DR0423
 DR0423.The orthometric height was determined by differential leveling
 DR0423.and adjusted by the National Geodetic Survey in June 1991..
 DR0423
 DR0423.The geoid height was determined by GEOID03.
 DR0423
 DR0423.The dynamic height is computed by dividing the NAVD 88
 DR0423.geopotential number by the normal gravity value computed on the
 DR0423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0423.degrees latitude (g = 980.6199 gals.).
 DR0423
 DR0423.The modeled gravity was interpolated from observed gravity values.
 DR0423
 DR0423;                    North         East    Units  Estimated Accuracy
 DR0423;SPC NM E     -   290,560.      145,460.      MT  (+/- 180 meters Scaled)
 DR0423
 DR0423                          SUPERSEDED SURVEY CONTROL
 DR0423
 DR0423  NGVD 29 (??/??/92) 1123.642  (m)         3686.48   (f) ADJ UNCH    2 0
 DR0423
 DR0423.Superseded values are not recommended for survey control.
 DR0423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0423.See file dsdata.txt to determine how the superseded data were derived.
 DR0423
 DR0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SET423201(NAD 83)
 DR0423_MARKER: DB = BENCH MARK DISK
 DR0423_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR0423_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DR0423_STAMPING: B 317 1961
 DR0423_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR0423+STABILITY: SURFACE MOTION
 DR0423
 DR0423  HISTORY     - Date     Condition        Report By
 DR0423  HISTORY     - 1961     MONUMENTED       CGS
 DR0423
 DR0423                          STATION DESCRIPTION
 DR0423
 DR0423'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 DR0423'15.2 MI NW FROM ROSWELL.
 DR0423'15.2 MILES NORTHWEST ALONG U.S. HIGHWAY 285 FROM THE COURTHOUSE AT
 DR0423'ROSWELL, 99 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 22 FEET NORTH
 DR0423'OF THE CENTER OF A DIRT ROAD, 2 FEET SOUTH OF A METAL WITNESS POST
 DR0423'WITH SIGN, 1 FOOT EAST OF A FENCE, LEVEL WITH HIGHWAY, SET IN A
 DR0423'CYLINDRICAL CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0571 ***********************************************************************
 CX0571  DESIGNATION -  B 318
 CX0571  PID         -  CX0571
 CX0571  STATE/COUNTY-  NM/OTERO
 CX0571  USGS QUAD   -  ELEPHANT MOUNTAIN (1955)
 CX0571
 CX0571                         *CURRENT SURVEY CONTROL
 CX0571  ___________________________________________________________________
 CX0571* NAD 83(1986)-  32 25 43.     (N)    106 08 49.     (W)     SCALED    
 CX0571* NAVD 88     -      1287.055  (meters)    4222.61   (feet)  ADJUSTED  
 CX0571  ___________________________________________________________________
 CX0571  GEOID HEIGHT-         -23.14  (meters)                     GEOID03
 CX0571  DYNAMIC HT  -        1285.160 (meters)    4216.40  (feet)  COMP
 CX0571  MODELED GRAV-     979,121.7   (mgal)                       NAVD 88
 CX0571
 CX0571  VERT ORDER  -  FIRST     CLASS II
 CX0571
 CX0571.The horizontal coordinates were scaled from a topographic map and have
 CX0571.an estimated accuracy of +/- 6 seconds.
 CX0571
 CX0571.The orthometric height was determined by differential leveling
 CX0571.and adjusted by the National Geodetic Survey in June 1991..
 CX0571
 CX0571.The geoid height was determined by GEOID03.
 CX0571
 CX0571.The dynamic height is computed by dividing the NAVD 88
 CX0571.geopotential number by the normal gravity value computed on the
 CX0571.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0571.degrees latitude (g = 980.6199 gals.).
 CX0571
 CX0571.The modeled gravity was interpolated from observed gravity values.
 CX0571
 CX0571;                    North         East    Units  Estimated Accuracy
 CX0571;SPC NM C     -   158,400.      509,690.      MT  (+/- 180 meters Scaled)
 CX0571
 CX0571                          SUPERSEDED SURVEY CONTROL
 CX0571
 CX0571  NGVD 29 (??/??/92) 1286.475  (m)         4220.71   (f) ADJ UNCH    1 2
 CX0571
 CX0571.Superseded values are not recommended for survey control.
 CX0571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0571.See file dsdata.txt to determine how the superseded data were derived.
 CX0571
 CX0571_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR921885(NAD 83)
 CX0571_MARKER: DB = BENCH MARK DISK
 CX0571_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX0571_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CX0571_STAMPING: B 318 1964
 CX0571_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX0571+STABILITY: SURFACE MOTION
 CX0571
 CX0571  HISTORY     - Date     Condition        Report By
 CX0571  HISTORY     - 1964     MONUMENTED       CGS
 CX0571  HISTORY     - 1966     GOOD             NGS
 CX0571
 CX0571                          STATION DESCRIPTION
 CX0571
 CX0571'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 CX0571'6.6 MI NW FROM OROGRANDE.
 CX0571'ABOUT 0.6 MILE SOUTH ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 CX0571'STATION AT OROGRANDE, THENCE 4.35 MILES NORTHWEST ALONG A PAVED ROAD,
 CX0571'THENCE 0.15 MILE WEST ALONG WHITE SANDS MISSILE RANGE ROUTE 2, THENCE
 CX0571'1.65 MILES NORTH ALONG WHITE SANDS MISSILE RANGE ROUTE 252, IN S 5, T
 CX0571'22 S, R 8 E, 0.15 MILE SOUTH OF A CURVE IN THE ROAD, 57 FEET EAST OF
 CX0571'THE CENTER LINE OF THE ROAD, 108 FEET SOUTHWEST OF POWER POLE 29, 92
 CX0571'FEET NORTH OF THE CENTER OF A DRY WASH, 27 FEET WEST OF A POINT IN
 CX0571'LINE WITH A ROW OF POWER POLES, 1.0 FOOT SOUTH OF A METAL WITNESS
 CX0571'POST, ABOUT 4 FEET ABOVE THE LEVEL OF THE ROAD AND SET IN THE TOP OF A
 CX0571'CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0361 ***********************************************************************
 DS0361  DESIGNATION -  B 319
 DS0361  PID         -  DS0361
 DS0361  STATE/COUNTY-  NM/SIERRA
 DS0361  USGS QUAD   -  LUMLEY LAKE NW (1982)
 DS0361
 DS0361                         *CURRENT SURVEY CONTROL
 DS0361  ___________________________________________________________________
 DS0361* NAD 83(1986)-  33 07 36.     (N)    106 27 08.     (W)     SCALED    
 DS0361* NAVD 88     -      1213.107  (meters)    3980.00   (feet)  ADJUSTED  
 DS0361  ___________________________________________________________________
 DS0361  GEOID HEIGHT-         -23.08  (meters)                     GEOID03
 DS0361  DYNAMIC HT  -        1211.352 (meters)    3974.24  (feet)  COMP
 DS0361  MODELED GRAV-     979,149.8   (mgal)                       NAVD 88
 DS0361
 DS0361  VERT ORDER  -  SECOND    CLASS 0
 DS0361
 DS0361.The horizontal coordinates were scaled from a topographic map and have
 DS0361.an estimated accuracy of +/- 6 seconds.
 DS0361
 DS0361.The orthometric height was determined by differential leveling
 DS0361.and adjusted by the National Geodetic Survey in June 1991..
 DS0361
 DS0361.The geoid height was determined by GEOID03.
 DS0361
 DS0361.The dynamic height is computed by dividing the NAVD 88
 DS0361.geopotential number by the normal gravity value computed on the
 DS0361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0361.degrees latitude (g = 980.6199 gals.).
 DS0361
 DS0361.The modeled gravity was interpolated from observed gravity values.
 DS0361
 DS0361;                    North         East    Units  Estimated Accuracy
 DS0361;SPC NM W     -   236,650.      958,880.      MT  (+/- 180 meters Scaled)
 DS0361
 DS0361                          SUPERSEDED SURVEY CONTROL
 DS0361
 DS0361  NGVD 29 (??/??/92) 1212.487  (m)         3977.97   (f) ADJ UNCH    2 0
 DS0361
 DS0361.Superseded values are not recommended for survey control.
 DS0361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0361.See file dsdata.txt to determine how the superseded data were derived.
 DS0361
 DS0361_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS645662(NAD 83)
 DS0361_MARKER: DB = BENCH MARK DISK
 DS0361_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0361_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0361_STAMPING: B 319 1964
 DS0361_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0361+STABILITY: SURFACE MOTION
 DS0361
 DS0361  HISTORY     - Date     Condition        Report By
 DS0361  HISTORY     - 1964     MONUMENTED       CGS
 DS0361  HISTORY     - 1966     GOOD             NGS
 DS0361
 DS0361                          STATION DESCRIPTION
 DS0361
 DS0361'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 DS0361'3.15 MI SE FROM RHODES CANYON RANGE CENTER.
 DS0361'ABOUT 3.15 MILES SOUTHEAST ALONG WHITE SANDS MISSILE RANGE ROUTE 6
 DS0361'FROM THE HEADQUARTERS BUILDING AT RHODES CANYON RANGE CENTER, IN S 1,
 DS0361'T 14 S, R 5 E, 80 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 3.7
 DS0361'FEET WEST OF A WOODEN WITNESS POST, ABOUT 1.0 FOOT BELOW THE LEVEL OF
 DS0361'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0518 ***********************************************************************
 GM0518  DESIGNATION -  B 32
 GM0518  PID         -  GM0518
 GM0518  STATE/COUNTY-  NM/TAOS
 GM0518  USGS QUAD   -  PINABETOSO PEAKS (1963)
 GM0518
 GM0518                         *CURRENT SURVEY CONTROL
 GM0518  ___________________________________________________________________
 GM0518* NAD 83(1986)-  36 58 45.     (N)    105 59 35.     (W)     SCALED    
 GM0518* NAVD 88     -      2461.635  (meters)    8076.21   (feet)  POSTED    
 GM0518  ___________________________________________________________________
 GM0518  GEOID HEIGHT-         -16.52  (meters)                     GEOID03
 GM0518  DYNAMIC HT  -        2458.290 (meters)    8065.24  (feet)  COMP
 GM0518  MODELED GRAV-     979,183.5   (mgal)                       NAVD 88
 GM0518
 GM0518  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GM0518
 GM0518.The horizontal coordinates were scaled from a topographic map and have
 GM0518.an estimated accuracy of +/- 6 seconds.
 GM0518
 GM0518.The orthometric height was determined by differential leveling
 GM0518.and adjusted by the National Geodetic Survey in 1992..
 GM0518.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GM0518.rate of 0.0 thru 1.0 mm/km.
 GM0518
 GM0518.The geoid height was determined by GEOID03.
 GM0518
 GM0518.The dynamic height is computed by dividing the NAVD 88
 GM0518.geopotential number by the normal gravity value computed on the
 GM0518.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GM0518.degrees latitude (g = 980.6199 gals.).
 GM0518
 GM0518.The modeled gravity was interpolated from observed gravity values.
 GM0518
 GM0518;                    North         East    Units  Estimated Accuracy
 GM0518;SPC NM C     -   663,190.      522,880.      MT  (+/- 180 meters Scaled)
 GM0518
 GM0518                          SUPERSEDED SURVEY CONTROL
 GM0518
 GM0518  NGVD 29 (??/??/92) 2460.346  (m)         8071.99   (f) ADJ UNCH    1 2
 GM0518
 GM0518.Superseded values are not recommended for survey control.
 GM0518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0518.See file dsdata.txt to determine how the superseded data were derived.
 GM0518
 GM0518_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDA116930(NAD 83)
 GM0518_MARKER: DB = BENCH MARK DISK
 GM0518_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GM0518_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GM0518_STAMPING: 8071.985 B 32 1933
 GM0518_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GM0518+STABILITY: SURFACE MOTION
 GM0518
 GM0518  HISTORY     - Date     Condition        Report By
 GM0518  HISTORY     - 1933     MONUMENTED       CGS
 GM0518  HISTORY     - 1963     GOOD             USGS
 GM0518  HISTORY     - 1984     MARK NOT FOUND   NGS
 GM0518
 GM0518                          STATION DESCRIPTION
 GM0518
 GM0518'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 GM0518'7.1 MI S FROM ANTONITO, COLORADO.
 GM0518'IN TAOS COUNTY, NEW MEXICO, ABOUT 7.1 MILES SOUTH ALONG U.S. HIGHWAY
 GM0518'285 FROM ANTONITO, CONEJOS COUNTY, COLORADO, 1.2 MILES SOUTH OF THE
 GM0518'COLORADO-NEW MEXICO STATE LINE, 448 FEET EAST OF CENTERLINE OF
 GM0518'HIGHWAY, 30 FEET WEST OF CENTERLINE OF DISMANTLED RAILROAD, 48 FEET
 GM0518'EAST OF CENTERLINE OF ABANDONED HIGHWAY, IN TOP OF A CONCRETE POST. A
 GM0518'STANDARD DISK STAMPED 8071.985 B 32 1933.
 GM0518
 GM0518                          STATION RECOVERY (1984)
 GM0518
 GM0518'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GM0518'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0242 ***********************************************************************
 DS0242  DESIGNATION -  B 320
 DS0242  PID         -  DS0242
 DS0242  STATE/COUNTY-  NM/LINCOLN
 DS0242  USGS QUAD   -  BULL GAP SW (1981)
 DS0242
 DS0242                         *CURRENT SURVEY CONTROL
 DS0242  ___________________________________________________________________
 DS0242* NAD 83(1986)-  33 32 15.     (N)    106 10 37.     (W)     SCALED    
 DS0242* NAVD 88     -      1412.523  (meters)    4634.25   (feet)  ADJUSTED  
 DS0242  ___________________________________________________________________
 DS0242  GEOID HEIGHT-         -21.60  (meters)                     GEOID03
 DS0242  DYNAMIC HT  -        1410.503 (meters)    4627.63  (feet)  COMP
 DS0242  MODELED GRAV-     979,157.7   (mgal)                       NAVD 88
 DS0242
 DS0242  VERT ORDER  -  SECOND    CLASS 0
 DS0242
 DS0242.The horizontal coordinates were scaled from a topographic map and have
 DS0242.an estimated accuracy of +/- 6 seconds.
 DS0242
 DS0242.The orthometric height was determined by differential leveling
 DS0242.and adjusted by the National Geodetic Survey in June 1991..
 DS0242
 DS0242.The geoid height was determined by GEOID03.
 DS0242
 DS0242.The dynamic height is computed by dividing the NAVD 88
 DS0242.geopotential number by the normal gravity value computed on the
 DS0242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0242.degrees latitude (g = 980.6199 gals.).
 DS0242
 DS0242.The modeled gravity was interpolated from observed gravity values.
 DS0242
 DS0242;                    North         East    Units  Estimated Accuracy
 DS0242;SPC NM C     -   281,360.      506,790.      MT  (+/- 180 meters Scaled)
 DS0242
 DS0242                          SUPERSEDED SURVEY CONTROL
 DS0242
 DS0242  NGVD 29 (??/??/92) 1411.874  (m)         4632.12   (f) ADJ UNCH    2 0
 DS0242
 DS0242.Superseded values are not recommended for survey control.
 DS0242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0242.See file dsdata.txt to determine how the superseded data were derived.
 DS0242
 DS0242_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT907114(NAD 83)
 DS0242_MARKER: DB = BENCH MARK DISK
 DS0242_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0242_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0242_STAMPING: B 320 1968
 DS0242_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0242+STABILITY: SURFACE MOTION
 DS0242
 DS0242  HISTORY     - Date     Condition        Report By
 DS0242  HISTORY     - 1968     MONUMENTED       CGS
 DS0242  HISTORY     - 1969     GOOD             NGS
 DS0242
 DS0242                          STATION DESCRIPTION
 DS0242
 DS0242'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 DS0242'9.75 MI NW FROM OSCURO.
 DS0242'ABOUT 7.75 MILES NORTHWEST ALONG WHITE SANDS MISSILE RANGE ROUTE 12
 DS0242'FROM THE STORE AT OSCURO, THENCE 2.0 MILES NORTHWEST ALONG WHITE SANDS
 DS0242'MISSILE RANGE ROUTE 9, 0.15 MILE SOUTH OF A CURVE IN THE ROUTE, 92
 DS0242'FEET EAST OF THE CENTER LINE OF THE ROUTE, 3.0 FEET NORTH OF A METAL
 DS0242'WITNESS POST, ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE ROUTE, AND SET
 DS0242'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 6 INCHES ABOVE THE
 DS0242'SURFACE OF THE GROUND.  SEC 11, T 9S, R 7E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0315 ***********************************************************************
 CX0315  DESIGNATION -  B 321
 CX0315  PID         -  CX0315
 CX0315  STATE/COUNTY-  NM/OTERO
 CX0315  USGS QUAD   -  LAKE LUCERO SE (1982)
 CX0315
 CX0315                         *CURRENT SURVEY CONTROL
 CX0315  ___________________________________________________________________
 CX0315* NAD 83(1986)-  32 32 25.     (N)    106 16 12.     (W)     SCALED    
 CX0315* NAVD 88     -      1209.754  (meters)    3969.00   (feet)  ADJUSTED  
 CX0315  ___________________________________________________________________
 CX0315  GEOID HEIGHT-         -23.48  (meters)                     GEOID03
 CX0315  DYNAMIC HT  -        1207.962 (meters)    3963.12  (feet)  COMP
 CX0315  MODELED GRAV-     979,116.4   (mgal)                       NAVD 88
 CX0315
 CX0315  VERT ORDER  -  FIRST     CLASS II
 CX0315
 CX0315.The horizontal coordinates were scaled from a topographic map and have
 CX0315.an estimated accuracy of +/- 6 seconds.
 CX0315
 CX0315.The orthometric height was determined by differential leveling
 CX0315.and adjusted by the National Geodetic Survey in June 1991..
 CX0315
 CX0315.The geoid height was determined by GEOID03.
 CX0315
 CX0315.The dynamic height is computed by dividing the NAVD 88
 CX0315.geopotential number by the normal gravity value computed on the
 CX0315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0315.degrees latitude (g = 980.6199 gals.).
 CX0315
 CX0315.The modeled gravity was interpolated from observed gravity values.
 CX0315
 CX0315;                    North         East    Units  Estimated Accuracy
 CX0315;SPC NM C     -   170,770.      498,120.      MT  (+/- 180 meters Scaled)
 CX0315
 CX0315                          SUPERSEDED SURVEY CONTROL
 CX0315
 CX0315  NGVD 29 (??/??/92) 1209.170  (m)         3967.09   (f) ADJ UNCH    1 2
 CX0315
 CX0315.Superseded values are not recommended for survey control.
 CX0315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0315.See file dsdata.txt to determine how the superseded data were derived.
 CX0315
 CX0315_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS807010(NAD 83)
 CX0315_MARKER: DB = BENCH MARK DISK
 CX0315_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CX0315_SP_SET: MONUMENT
 CX0315_STAMPING: B 321 1966
 CX0315_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX0315
 CX0315  HISTORY     - Date     Condition        Report By
 CX0315  HISTORY     - 1966     MONUMENTED       CGS
 CX0315  HISTORY     - 1968     GOOD             NGS
 CX0315
 CX0315                          STATION DESCRIPTION
 CX0315
 CX0315'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CX0315'17.5 MI NE FROM W S M R HDQ BLDG 100.
 CX0315'2.2 MILES EAST ALONG W.S.M.R. ROUTE NO. 2 FROM WHITE SANDS MISSILE
 CX0315'RANGE HEADQUARTERS BUILDING TO A FORK.  THENCE NORTHEAST 10.2 MILES ON
 CX0315'W.S.M.R. ROUTE NO. 250 TO A PAVED CROSSROAD, CONTINUE NORTHEAST 5.0
 CX0315'MILES ON W.S.M.R. NO. 250 TO TRIANGULATION STATION GEORGE AND A
 CX0315'POLELINE TO THE NORTH-NORTHWEST.  THENCE NORTH-NORTHWEST 1.15 MILES TO
 CX0315'BENCH MARK, 15 FEET WEST OF CENTERLINE OF POLELINE ROAD 6 FEET SOUTH
 CX0315'OF TELEPHONE POLE, 3 FEET WEST OF METAL WITNESS SIGN SET IN A ROUND
 CX0315'CONCRETE MONUMENT 12 INCHES IN DIAMETER THAT PROJECTS 1 INCH ABOVE THE
 CX0315'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0003 ***********************************************************************
 CX0003  DESIGNATION -  B 322
 CX0003  PID         -  CX0003
 CX0003  STATE/COUNTY-  NM/OTERO
 CX0003  USGS QUAD   -  LAKE LUCERO SE (1982)
 CX0003
 CX0003                         *CURRENT SURVEY CONTROL
 CX0003  ___________________________________________________________________
 CX0003* NAD 83(1986)-  32 31 28.     (N)    106 22 13.     (W)     SCALED    
 CX0003* NAVD 88     -      1206.752  (meters)    3959.15   (feet)  ADJUSTED  
 CX0003  ___________________________________________________________________
 CX0003  GEOID HEIGHT-         -23.54  (meters)                     GEOID03
 CX0003  DYNAMIC HT  -        1204.965 (meters)    3953.29  (feet)  COMP
 CX0003  MODELED GRAV-     979,116.7   (mgal)                       NAVD 88
 CX0003
 CX0003  VERT ORDER  -  FIRST     CLASS II
 CX0003
 CX0003.The horizontal coordinates were scaled from a topographic map and have
 CX0003.an estimated accuracy of +/- 6 seconds.
 CX0003
 CX0003.The orthometric height was determined by differential leveling
 CX0003.and adjusted by the National Geodetic Survey in June 1991..
 CX0003
 CX0003.The geoid height was determined by GEOID03.
 CX0003
 CX0003.The dynamic height is computed by dividing the NAVD 88
 CX0003.geopotential number by the normal gravity value computed on the
 CX0003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0003.degrees latitude (g = 980.6199 gals.).
 CX0003
 CX0003.The modeled gravity was interpolated from observed gravity values.
 CX0003
 CX0003;                    North         East    Units  Estimated Accuracy
 CX0003;SPC NM C     -   169,020.      488,700.      MT  (+/- 180 meters Scaled)
 CX0003
 CX0003                          SUPERSEDED SURVEY CONTROL
 CX0003
 CX0003  NGVD 29 (??/??/92) 1206.171  (m)         3957.25   (f) ADJ UNCH    1 2
 CX0003
 CX0003.Superseded values are not recommended for survey control.
 CX0003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0003.See file dsdata.txt to determine how the superseded data were derived.
 CX0003
 CX0003_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR713993(NAD 83)
 CX0003_MARKER: DB = BENCH MARK DISK
 CX0003_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CX0003_SP_SET: MONUMENT
 CX0003_STAMPING: B-322 1966
 CX0003_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX0003
 CX0003  HISTORY     - Date     Condition        Report By
 CX0003  HISTORY     - 1966     MONUMENTED       CGS
 CX0003  HISTORY     - 1967     GOOD             NGS
 CX0003
 CX0003                          STATION DESCRIPTION
 CX0003
 CX0003'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 CX0003'21.1 MI SW FROM WHITE SANDS N M HDQ.
 CX0003'21.1 MILES SOUTHWEST ALONG U. S. HIGHWAY 70 FROM WHITE SANDS NATIONAL
 CX0003'MONUMENT.  THENCE 150 FEET SOUTHEAST OF THE CENTERLINE OF U. S.
 CX0003'HIGHWAY 70, 50 FEET EAST OF A FENCE, 6 FEET SOUTHEAST OF A POWER POLE
 CX0003'WITH METAL WITNESS SIGN ATTACHED.  SET UNDER POWER LINE BETWEEN DOUBLE
 CX0003'POWER POLES.  SET IN THE TOP OF A CONCRETE MONUMENT THAT IS 12 INCHES
 CX0003'IN DIAMETER AND PROJECTS 1 INCH ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0611 ***********************************************************************
 CX0611  DESIGNATION -  B 323
 CX0611  PID         -  CX0611
 CX0611  STATE/COUNTY-  NM/OTERO
 CX0611  USGS QUAD   -  WHITE SANDS NE (1955)
 CX0611
 CX0611                         *CURRENT SURVEY CONTROL
 CX0611  ___________________________________________________________________
 CX0611* NAD 83(1986)-  32 27 50.     (N)    106 17 57.     (W)     SCALED    
 CX0611* NAVD 88     -      1216.451  (meters)    3990.97   (feet)  ADJUSTED  
 CX0611  ___________________________________________________________________
 CX0611  GEOID HEIGHT-         -23.60  (meters)                     GEOID03
 CX0611  DYNAMIC HT  -        1214.638 (meters)    3985.02  (feet)  COMP
 CX0611  MODELED GRAV-     979,106.5   (mgal)                       NAVD 88
 CX0611
 CX0611  VERT ORDER  -  FIRST     CLASS II
 CX0611
 CX0611.The horizontal coordinates were scaled from a topographic map and have
 CX0611.an estimated accuracy of +/- 6 seconds.
 CX0611
 CX0611.The orthometric height was determined by differential leveling
 CX0611.and adjusted by the National Geodetic Survey in June 1991..
 CX0611
 CX0611.The geoid height was determined by GEOID03.
 CX0611
 CX0611.The dynamic height is computed by dividing the NAVD 88
 CX0611.geopotential number by the normal gravity value computed on the
 CX0611.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0611.degrees latitude (g = 980.6199 gals.).
 CX0611
 CX0611.The modeled gravity was interpolated from observed gravity values.
 CX0611
 CX0611;                    North         East    Units  Estimated Accuracy
 CX0611;SPC NM C     -   162,300.      495,380.      MT  (+/- 180 meters Scaled)
 CX0611
 CX0611                          SUPERSEDED SURVEY CONTROL
 CX0611
 CX0611  NGVD 29 (??/??/92) 1215.858  (m)         3989.03   (f) ADJ UNCH    1 2
 CX0611
 CX0611.Superseded values are not recommended for survey control.
 CX0611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0611.See file dsdata.txt to determine how the superseded data were derived.
 CX0611
 CX0611_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR779925(NAD 83)
 CX0611_MARKER: DB = BENCH MARK DISK
 CX0611_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CX0611_SP_SET: MONUMENT
 CX0611_STAMPING: B 323 1968
 CX0611_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX0611
 CX0611  HISTORY     - Date     Condition        Report By
 CX0611  HISTORY     - 1968     MONUMENTED       CGS
 CX0611
 CX0611                          STATION DESCRIPTION
 CX0611
 CX0611'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 CX0611'12.7 MI NE FROM WHITE SANDS MISSILE RANGE.
 CX0611'11.1 MILES EAST ALONG NIKE AVENUE (WSMR ROUTE 2) FROM WHITE SANDS
 CX0611'MISSILE RANGE HEADQUARTERS, THENCE 4.4 MILES NORTH ALONG A PAVED ROAD.
 CX0611'IT IS ABOUT 300 FEET NORTH OF A T ROAD JUNCTION IN LINE WITH A ROW OF
 CX0611'TELEPHONE POLES 48.0 FEET EAST OF THE CENTERLINE OF A PAVED ROAD, 29.0
 CX0611'FEET EAST OF TELEPHONE POLE NO. 30, 3.0 FEET NORTH OF A METAL WITNESS
 CX0611'SIGN, SET IN THE TOP OF A CIRCULAR CONCRETE MONUMENT, 12 INCHES IN
 CX0611'DIAMETER, THAT PROJECTS 0.5 FOOT ABOVE THE GROUND AND IS ABOUT 2 FEET
 CX0611'LOWER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0678 ***********************************************************************
 DS0678  DESIGNATION -  B 327
 DS0678  PID         -  DS0678
 DS0678  STATE/COUNTY-  NM/SOCORRO
 DS0678  USGS QUAD   -  CERRO DE LA CAMPANA (1982)
 DS0678
 DS0678                         *CURRENT SURVEY CONTROL
 DS0678  ___________________________________________________________________
 DS0678* NAD 83(1986)-  33 49 24.     (N)    106 39 16.     (W)     SCALED    
 DS0678* NAVD 88     -      1509.421  (meters)    4952.16   (feet)  ADJUSTED  
 DS0678  ___________________________________________________________________
 DS0678  GEOID HEIGHT-         -22.26  (meters)                     GEOID03
 DS0678  DYNAMIC HT  -        1507.246 (meters)    4945.02  (feet)  COMP
 DS0678  MODELED GRAV-     979,143.3   (mgal)                       NAVD 88
 DS0678
 DS0678  VERT ORDER  -  SECOND    CLASS 0
 DS0678
 DS0678.The horizontal coordinates were scaled from a topographic map and have
 DS0678.an estimated accuracy of +/- 6 seconds.
 DS0678
 DS0678.The orthometric height was determined by differential leveling
 DS0678.and adjusted by the National Geodetic Survey in June 1991..
 DS0678
 DS0678.The geoid height was determined by GEOID03.
 DS0678
 DS0678.The dynamic height is computed by dividing the NAVD 88
 DS0678.geopotential number by the normal gravity value computed on the
 DS0678.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0678.degrees latitude (g = 980.6199 gals.).
 DS0678
 DS0678.The modeled gravity was interpolated from observed gravity values.
 DS0678
 DS0678;                    North         East    Units  Estimated Accuracy
 DS0678;SPC NM C     -   313,130.      462,560.      MT  (+/- 180 meters Scaled)
 DS0678
 DS0678                          SUPERSEDED SURVEY CONTROL
 DS0678
 DS0678  NGVD 29 (??/??/92) 1508.724  (m)         4949.87   (f) ADJ UNCH    2 0
 DS0678
 DS0678.Superseded values are not recommended for survey control.
 DS0678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0678.See file dsdata.txt to determine how the superseded data were derived.
 DS0678
 DS0678_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT468437(NAD 83)
 DS0678_MARKER: DB = BENCH MARK DISK
 DS0678_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DS0678_SP_SET: 10 FEET
 DS0678_STAMPING: B 327 1966
 DS0678_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DS0678
 DS0678  HISTORY     - Date     Condition        Report By
 DS0678  HISTORY     - 1966     MONUMENTED       CGS
 DS0678
 DS0678                          STATION DESCRIPTION
 DS0678
 DS0678'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 DS0678'0.35 MI NW FROM STALLION RANGE CENTER.
 DS0678'ABOUT 0.35 MILE NORTHWEST ALONG WHITE SANDS MISSILE RANGE ROUTE 7 FROM
 DS0678'THE HEADQUARTERS BUILDING AT STALLION RANGE CENTER, IN S 32, T 5 S, R
 DS0678'3 E, 177 FEET WEST OF THE CENTER OF THE JUNCTION OF THE ROAD AND WHITE
 DS0678'SANDS MISSILE RANGE ROUTE 5, 82 FEET SOUTHWEST OF THE CENTER LINE OF
 DS0678'THE ROAD, 89 FEET NORTHWEST OF THE CENTER LINE OF ROUTE 5, 82 FEET
 DS0678'SOUTHWEST AND ACROSS THE ROAD FROM THE SOUTH CORNER OF GUARD BUILDING
 DS0678'NUMBER 2000, 7 FEET NORTHWEST OF A POWER POLE, 1.0 FOOT SOUTHWEST OF A
 DS0678'METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND ON THE TOP OF A
 DS0678'5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 10 FEET,
 DS0678'ENCASED IN A 6-INCH CAST IRON PIPE PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0546 ***********************************************************************
 DS0546  DESIGNATION -  B 328
 DS0546  PID         -  DS0546
 DS0546  STATE/COUNTY-  NM/SIERRA
 DS0546  USGS QUAD   -  SALINAS PEAK NW (1981)
 DS0546
 DS0546                         *CURRENT SURVEY CONTROL
 DS0546  ___________________________________________________________________
 DS0546* NAD 83(1986)-  33 22 53.     (N)    106 39 56.     (W)     SCALED    
 DS0546* NAVD 88     -      1595.731  (meters)    5235.33   (feet)  ADJUSTED  
 DS0546  ___________________________________________________________________
 DS0546  GEOID HEIGHT-         -22.28  (meters)                     GEOID03
 DS0546  DYNAMIC HT  -        1593.397 (meters)    5227.67  (feet)  COMP
 DS0546  MODELED GRAV-     979,118.1   (mgal)                       NAVD 88
 DS0546
 DS0546  VERT ORDER  -  SECOND    CLASS 0
 DS0546
 DS0546.The horizontal coordinates were scaled from a topographic map and have
 DS0546.an estimated accuracy of +/- 6 seconds.
 DS0546
 DS0546.The orthometric height was determined by differential leveling
 DS0546.and adjusted by the National Geodetic Survey in June 1991..
 DS0546
 DS0546.The geoid height was determined by GEOID03.
 DS0546
 DS0546.The dynamic height is computed by dividing the NAVD 88
 DS0546.geopotential number by the normal gravity value computed on the
 DS0546.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0546.degrees latitude (g = 980.6199 gals.).
 DS0546
 DS0546.The modeled gravity was interpolated from observed gravity values.
 DS0546
 DS0546;                    North         East    Units  Estimated Accuracy
 DS0546;SPC NM W     -   264,660.      938,660.      MT  (+/- 180 meters Scaled)
 DS0546
 DS0546                          SUPERSEDED SURVEY CONTROL
 DS0546
 DS0546  NGVD 29 (??/??/92) 1595.047  (m)         5233.08   (f) ADJ UNCH    2 0
 DS0546
 DS0546.Superseded values are not recommended for survey control.
 DS0546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0546.See file dsdata.txt to determine how the superseded data were derived.
 DS0546
 DS0546_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS450948(NAD 83)
 DS0546_MARKER: DB = BENCH MARK DISK
 DS0546_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DS0546_SP_SET: 9 FEET
 DS0546_STAMPING: B 328 1966
 DS0546_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DS0546
 DS0546  HISTORY     - Date     Condition        Report By
 DS0546  HISTORY     - 1966     MONUMENTED       CGS
 DS0546
 DS0546                          STATION DESCRIPTION
 DS0546
 DS0546'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 DS0546'31.9 MI S FROM STALLION RANGE CENTER.
 DS0546'ABOUT 0.35 MILE NORTHWEST ALONG WHITE SANDS MISSILE RANGE ROUTE 7 FROM
 DS0546'THE HEADQUARTERS BUILDING AT STALLION RANGE CENTER, THENCE 31.55 MILES
 DS0546'SOUTH ALONG WHITE SANDS MISSILE RANGE ROUTE 5, IN S 32, T 10 S, R 3 E,
 DS0546'134 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 8 FEET NORTHWEST OF
 DS0546'A TELEPHONE POLE, IN LINE WITH A ROW OF TELEPHONE POLES, 0.9 FOOT
 DS0546'SOUTHEAST OF A METAL WITNESS POST, ABOUT 10 FEET ABOVE THE LEVEL OF
 DS0546'THE ROAD, AND ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS
 DS0546'DRIVEN TO A DEPTH OF 9 FOOT, ENCASED IN A 6-INCH TILE PIPE PROJECTING
 DS0546'6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS1474 ***********************************************************************
 DS1474  DESIGNATION -  B 329 RESET
 DS1474  PID         -  DS1474
 DS1474  STATE/COUNTY-  NM/SOCORRO
 DS1474  USGS QUAD   -  SAN ANTONIO (1981)
 DS1474
 DS1474                         *CURRENT SURVEY CONTROL
 DS1474  ___________________________________________________________________
 DS1474* NAD 83(1986)-  33 54 44.     (N)    106 49 22.     (W)     SCALED    
 DS1474* NAVD 88     -      1411.62   (+/-2cm)    4631.3    (feet)  VERTCON   
 DS1474  ___________________________________________________________________
 DS1474  GEOID HEIGHT-         -22.40  (meters)                     GEOID03
 DS1474
 DS1474  VERT ORDER  -  THIRD (See Below)
 DS1474
 DS1474.The horizontal coordinates were scaled from a topographic map and have
 DS1474.an estimated accuracy of +/- 6 seconds.
 DS1474
 DS1474.The NAVD 88 height was computed by applying the VERTCON shift value to
 DS1474.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DS1474.The vertical order pertains to the NGVD 29 superseded value.
 DS1474
 DS1474.The geoid height was determined by GEOID03.
 DS1474
 DS1474;                    North         East    Units  Estimated Accuracy
 DS1474;SPC NM C     -   323,070.      447,040.      MT  (+/- 180 meters Scaled)
 DS1474
 DS1474                          SUPERSEDED SURVEY CONTROL
 DS1474
 DS1474  NGVD 29 (06/15/00) 1410.93   (m)         4629.0    (f) RESET       3  
 DS1474
 DS1474.Superseded values are not recommended for survey control.
 DS1474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS1474.See file dsdata.txt to determine how the superseded data were derived.
 DS1474
 DS1474_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT314539(NAD 83)
 DS1474_MARKER: DV = VERTICAL CONTROL DISK
 DS1474_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS1474_SP_SET: CONCRETE POST
 DS1474_STAMPING: B 329 RESET 1984
 DS1474_MARK LOGO: NGS   
 DS1474_MAGNETIC: N = NO MAGNETIC MATERIAL
 DS1474_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS1474+STABILITY: SURFACE MOTION
 DS1474
 DS1474  HISTORY     - Date     Condition        Report By
 DS1474  HISTORY     - 1984     MONUMENTED       NMHD
 DS1474
 DS1474                          STATION DESCRIPTION
 DS1474
 DS1474'DESCRIBED BY NM HIGHWAY DEPT 1984
 DS1474'2.91 MILES EAST ALONG U.S. HIGHWAY 380 FROM THE POST OFFICE AT SAN
 DS1474'ANTONIO, IN SECTION 3, TOWNSHIP 5 SOUTH, ROUTE 2 EAST, 105 FEET NORTH
 DS1474'OF THE CENTERLINE OF THE HIGHWAY, 5 FEET NORTH OF THE NORTH
 DS1474'RIGHT-OF-WAY FENCE, 6 FEET SOUTH OF A POWER POLE, 2 FEET NORTHWEST OF
 DS1474'A METAL WITNESS POST, AND ABOUT 2 FEET BELOW THE LEVEL OF THE
 DS1474'HIGHWAY, PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0265 ***********************************************************************
 CW0265  DESIGNATION -  B 33
 CW0265  PID         -  CW0265
 CW0265  STATE/COUNTY-  NM/EDDY
 CW0265  USGS QUAD   -  GRAPEVINE DRAW (1978)
 CW0265
 CW0265                         *CURRENT SURVEY CONTROL
 CW0265  ___________________________________________________________________
 CW0265* NAD 83(1986)-  32 02 18.     (N)    104 32 12.     (W)     SCALED    
 CW0265* NAVD 88     -      1198.564  (meters)    3932.29   (feet)  ADJUSTED  
 CW0265  ___________________________________________________________________
 CW0265  GEOID HEIGHT-         -23.79  (meters)                     GEOID03
 CW0265  DYNAMIC HT  -        1196.759 (meters)    3926.37  (feet)  COMP
 CW0265  MODELED GRAV-     979,092.3   (mgal)                       NAVD 88
 CW0265
 CW0265  VERT ORDER  -  FIRST     CLASS I
 CW0265
 CW0265.The horizontal coordinates were scaled from a topographic map and have
 CW0265.an estimated accuracy of +/- 6 seconds.
 CW0265
 CW0265.The orthometric height was determined by differential leveling
 CW0265.and adjusted by the National Geodetic Survey in June 1991..
 CW0265
 CW0265.The geoid height was determined by GEOID03.
 CW0265
 CW0265.The dynamic height is computed by dividing the NAVD 88
 CW0265.geopotential number by the normal gravity value computed on the
 CW0265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0265.degrees latitude (g = 980.6199 gals.).
 CW0265
 CW0265.The modeled gravity was interpolated from observed gravity values.
 CW0265
 CW0265;                    North         East    Units  Estimated Accuracy
 CW0265;SPC NM E     -   115,140.      145,800.      MT  (+/- 180 meters Scaled)
 CW0265
 CW0265                          SUPERSEDED SURVEY CONTROL
 CW0265
 CW0265  NGVD 29 (??/??/92) 1198.012  (m)         3930.48   (f) ADJ UNCH    1 1
 CW0265
 CW0265.Superseded values are not recommended for survey control.
 CW0265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0265.See file dsdata.txt to determine how the superseded data were derived.
 CW0265
 CW0265_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SER437447(NAD 83)
 CW0265_MARKER: DB = BENCH MARK DISK
 CW0265_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CW0265_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CW0265_STAMPING: B 33 1933
 CW0265_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CW0265+STABILITY: SURFACE MOTION
 CW0265
 CW0265  HISTORY     - Date     Condition        Report By
 CW0265  HISTORY     - 1933     MONUMENTED       CGS
 CW0265  HISTORY     - 1958     GOOD             NGS
 CW0265  HISTORY     - 1977     GOOD             NGS
 CW0265
 CW0265                          STATION DESCRIPTION
 CW0265
 CW0265'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CW0265'14.9 MI SW FROM WHITES CITY.
 CW0265'ABOUT 0.1 MILES SOUTHEAST ALONG STATE HIGHWAY 7 FROM THE POST OFFICE
 CW0265'AT WHITES CITY, THENCE 2.1 MILES SOUTHWEST ALONG U. S. HIGHWAYS 62 AND
 CW0265'180, THENCE 3.8 MILES SOUTHWEST ALONG OLD HIGHWAY 62, THENCE ABOUT 1.0
 CW0265'MILE SOUTHWEST ALONG THE BOTTOM OF A CANYON DRAW TO THE WASHINGTON
 CW0265'CAMP, THENCE 5.6 MILES SOUTHWEST ALONG A COUNTY ROAD, THENCE 2.3 MILES
 CW0265'SOUTHWEST ALONG A TRAIL ROAD WHICH WAS FORMERLY THE OLD HIGHWAY, 50
 CW0265'FEET SOUTH OF THE CENTER LINE OF THE ROAD, ABOUT 0.5 MILE SOUTHWEST OF
 CW0265'A CATTLE GUARD, 2 1/2 FEET EAST OF A CONCRETE WITNESS POST, ABOUT
 CW0265'LEVEL WITH THE ROAD, AND IN THE TOP OF A CONCRETE POST PROJECTING 1
 CW0265'FOOT.
 CW0265
 CW0265                          STATION RECOVERY (1977)
 CW0265
 CW0265'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CW0265'6.5 MILES SOUTHWEST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE
 CW0265'JUNCTION OF STATE HIGHWAY 7, THENCE 6.2 MILES SOUTHWEST ALONG
 CW0265'A PAVED COUNTY ROAD (TO SLAUGHTER CANYON AND NEW CAVE) TO
 CW0265'THE END OF PAVEMENT AND THE JUNCTION OF TWP GRAVEL ROADS,
 CW0265'THENCE 1.75 MILES SOUTHWEST TO A FORKED JUNCTION WITH A ROAD
 CW0265'LEADING SOUTH, THENCE 1.6 MILES SOUTHWEST ALONG A ROCKY ROAD
 CW0265'FORMERLY KNOWN AS THE 1933 ROUTE OF U.S. HIGHWAY 62,
 CW0265'0.5 MILE SOUTHWEST OF A FENCE AND GATE CROSSING THE ROAD,
 CW0265'51 FT. SOUTHEAST OF THE CENTER LINE OF THE ROAD,
 CW0265'35 FT. SOUTHEAST OF THE CENTER OF A LONE FORKED TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0491 ***********************************************************************
 DS0491  DESIGNATION -  B 330
 DS0491  PID         -  DS0491
 DS0491  STATE/COUNTY-  NM/SIERRA
 DS0491  USGS QUAD   -  LUMLEY LAKE (1982)
 DS0491
 DS0491                         *CURRENT SURVEY CONTROL
 DS0491  ___________________________________________________________________
 DS0491* NAD 83(1986)-  33 03 38.     (N)    106 26 51.     (W)     SCALED    
 DS0491* NAVD 88     -      1210.250  (meters)    3970.63   (feet)  ADJUSTED  
 DS0491  ___________________________________________________________________
 DS0491  GEOID HEIGHT-         -23.18  (meters)                     GEOID03
 DS0491  DYNAMIC HT  -        1208.496 (meters)    3964.87  (feet)  COMP
 DS0491  MODELED GRAV-     979,147.7   (mgal)                       NAVD 88
 DS0491
 DS0491  VERT ORDER  -  SECOND    CLASS 0
 DS0491
 DS0491.The horizontal coordinates were scaled from a topographic map and have
 DS0491.an estimated accuracy of +/- 6 seconds.
 DS0491
 DS0491.The orthometric height was determined by differential leveling
 DS0491.and adjusted by the National Geodetic Survey in June 1991..
 DS0491
 DS0491.The geoid height was determined by GEOID03.
 DS0491
 DS0491.The dynamic height is computed by dividing the NAVD 88
 DS0491.geopotential number by the normal gravity value computed on the
 DS0491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0491.degrees latitude (g = 980.6199 gals.).
 DS0491
 DS0491.The modeled gravity was interpolated from observed gravity values.
 DS0491
 DS0491;                    North         East    Units  Estimated Accuracy
 DS0491;SPC NM W     -   229,330.      959,420.      MT  (+/- 180 meters Scaled)
 DS0491
 DS0491                          SUPERSEDED SURVEY CONTROL
 DS0491
 DS0491  NGVD 29 (??/??/92) 1209.633  (m)         3968.60   (f) ADJ UNCH    2 0
 DS0491
 DS0491.Superseded values are not recommended for survey control.
 DS0491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0491.See file dsdata.txt to determine how the superseded data were derived.
 DS0491
 DS0491_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS648589(NAD 83)
 DS0491_MARKER: DB = BENCH MARK DISK
 DS0491_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0491_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0491_STAMPING: B 330 1966
 DS0491_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0491+STABILITY: SURFACE MOTION
 DS0491
 DS0491  HISTORY     - Date     Condition        Report By
 DS0491  HISTORY     - 1966     MONUMENTED       CGS
 DS0491
 DS0491                          STATION DESCRIPTION
 DS0491
 DS0491'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 DS0491'8.0 MI SE FROM RHODES CANYON RANGE CENTER.
 DS0491'ABOUT 4.0 MILES SOUTHEAST ALONG WHITE SANDS MISSILE RANGE ROUTE 6 FROM
 DS0491'THE HEADQUARTERS BUILDING AT RHODES CANYON RANGE CENTER, THENCE 3.1
 DS0491'MILES SOUTH ALONG WHITE SANDS MISSILE RANGE ROUTE 304, THENCE 0.9 MILE
 DS0491'SOUTH ALONG A BLADED DIRT ROAD, IN S 36, T 14 S, R 5 E, 76 FEET WEST
 DS0491'OF THE CENTER LINE OF THE ROAD, 52 FEET WEST OF POWER POLE NUMBER 98,
 DS0491'IN LINE WITH THE ROW OF POWER POLES, 11 FEET SOUTH OF THE CENTER LINE
 DS0491'OF A TRACK ROAD WHICH PARALLELS THE LINE OF POWER POLES, 2.0 FEET EAST
 DS0491'OF A METAL WITNESS POST, ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE ROAD,
 DS0491'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0171 ***********************************************************************
 CX0171  DESIGNATION -  B 331
 CX0171  PID         -  CX0171
 CX0171  STATE/COUNTY-  NM/OTERO
 CX0171  USGS QUAD   -  HEART OF THE SANDS NE (1982)
 CX0171
 CX0171                         *CURRENT SURVEY CONTROL
 CX0171  ___________________________________________________________________
 CX0171* NAD 83(1986)-  32 52 55.     (N)    106 18 14.     (W)     SCALED    
 CX0171* NAVD 88     -      1203.175  (meters)    3947.42   (feet)  ADJUSTED  
 CX0171  ___________________________________________________________________
 CX0171  GEOID HEIGHT-         -23.29  (meters)                     GEOID03
 CX0171  DYNAMIC HT  -        1201.424 (meters)    3941.67  (feet)  COMP
 CX0171  MODELED GRAV-     979,142.0   (mgal)                       NAVD 88
 CX0171
 CX0171  VERT ORDER  -  SECOND    CLASS 0
 CX0171
 CX0171.The horizontal coordinates were scaled from a topographic map and have
 CX0171.an estimated accuracy of +/- 6 seconds.
 CX0171
 CX0171.The orthometric height was determined by differential leveling
 CX0171.and adjusted by the National Geodetic Survey in June 1991..
 CX0171
 CX0171.The geoid height was determined by GEOID03.
 CX0171
 CX0171.The dynamic height is computed by dividing the NAVD 88
 CX0171.geopotential number by the normal gravity value computed on the
 CX0171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0171.degrees latitude (g = 980.6199 gals.).
 CX0171
 CX0171.The modeled gravity was interpolated from observed gravity values.
 CX0171
 CX0171;                    North         East    Units  Estimated Accuracy
 CX0171;SPC NM C     -   208,660.      494,960.      MT  (+/- 180 meters Scaled)
 CX0171
 CX0171                          SUPERSEDED SURVEY CONTROL
 CX0171
 CX0171  NGVD 29 (??/??/92) 1202.574  (m)         3945.44   (f) ADJ UNCH    2 0
 CX0171
 CX0171.Superseded values are not recommended for survey control.
 CX0171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0171.See file dsdata.txt to determine how the superseded data were derived.
 CX0171
 CX0171_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS780389(NAD 83)
 CX0171_MARKER: DB = BENCH MARK DISK
 CX0171_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX0171_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CX0171_STAMPING: B 331 1966
 CX0171_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX0171+STABILITY: SURFACE MOTION
 CX0171
 CX0171  HISTORY     - Date     Condition        Report By
 CX0171  HISTORY     - 1966     MONUMENTED       CGS
 CX0171
 CX0171                          STATION DESCRIPTION
 CX0171
 CX0171'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 CX0171'29.6 MI SE FROM RHODES CANYON RANGE CENTER.
 CX0171'ABOUT 4.0 MILES SOUTHEAST ALONG WHITE SANDS MISSILE RANGE ROUTE 6 FROM
 CX0171'THE HEADQUARTERS BUILDING AT RHODES CANYON RANGE CENTER, THENCE 3.1
 CX0171'MILES SOUTH ALONG WHITE SANDS MISSILE RANGE ROUTE 304, THENCE 13.55
 CX0171'MILES SOUTH ALONG A BLADED DIRT ROAD, THENCE 8.95 MILES EAST ALONG
 CX0171'WHITE SANDS MISSILE RANGE ROUTE 303, IN S 27, T 16 S, R 6 E, 0.2 MILE
 CX0171'WEST OF GUARD HOUSE NUMBER H 2141, 318 FEET NORTHWEST OF A POWER POLE,
 CX0171'109 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 3.7 FEET SOUTH OF A
 CX0171'METAL WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE ROAD, AND SET
 CX0171'IN THE TOP OF A CONCRETE POST PROJECTING 12 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0471 ***********************************************************************
 DS0471  DESIGNATION -  B 332
 DS0471  PID         -  DS0471
 DS0471  STATE/COUNTY-  NM/LINCOLN
 DS0471  USGS QUAD   -  THREE RIVERS NW (1981)
 DS0471
 DS0471                         *CURRENT SURVEY CONTROL
 DS0471  ___________________________________________________________________
 DS0471* NAD 83(1986)-  33 29 09.     (N)    106 08 21.     (W)     SCALED    
 DS0471* NAVD 88     -      1394.545  (meters)    4575.27   (feet)  ADJUSTED  
 DS0471  ___________________________________________________________________
 DS0471  GEOID HEIGHT-         -21.59  (meters)                     GEOID03
 DS0471  DYNAMIC HT  -        1392.551 (meters)    4568.73  (feet)  COMP
 DS0471  MODELED GRAV-     979,158.9   (mgal)                       NAVD 88
 DS0471
 DS0471  VERT ORDER  -  SECOND    CLASS 0
 DS0471
 DS0471.The horizontal coordinates were scaled from a topographic map and have
 DS0471.an estimated accuracy of +/- 6 seconds.
 DS0471
 DS0471.The orthometric height was determined by differential leveling
 DS0471.and adjusted by the National Geodetic Survey in June 1991..
 DS0471
 DS0471.The geoid height was determined by GEOID03.
 DS0471
 DS0471.The dynamic height is computed by dividing the NAVD 88
 DS0471.geopotential number by the normal gravity value computed on the
 DS0471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0471.degrees latitude (g = 980.6199 gals.).
 DS0471
 DS0471.The modeled gravity was interpolated from observed gravity values.
 DS0471
 DS0471;                    North         East    Units  Estimated Accuracy
 DS0471;SPC NM C     -   275,640.      510,300.      MT  (+/- 180 meters Scaled)
 DS0471
 DS0471                          SUPERSEDED SURVEY CONTROL
 DS0471
 DS0471  NGVD 29 (??/??/92) 1393.904  (m)         4573.17   (f) ADJ UNCH    2 0
 DS0471
 DS0471.Superseded values are not recommended for survey control.
 DS0471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0471.See file dsdata.txt to determine how the superseded data were derived.
 DS0471
 DS0471_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT941057(NAD 83)
 DS0471_MARKER: DB = BENCH MARK DISK
 DS0471_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0471_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0471_STAMPING: B 332 1966
 DS0471_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0471+STABILITY: SURFACE MOTION
 DS0471
 DS0471  HISTORY     - Date     Condition        Report By
 DS0471  HISTORY     - 1966     MONUMENTED       CGS
 DS0471
 DS0471                          STATION DESCRIPTION
 DS0471
 DS0471'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 DS0471'6.0 MI W FROM OSCURO.
 DS0471'ABOUT 4.0 MILES NORTHWEST ALONG WHITE SANDS MISSILE RANGE ROUTE 12
 DS0471'FROM THE STORE AT OSCURO, THENCE 2.0 MILES SOUTHWEST ALONG WHITE SANDS
 DS0471'MISSILE RANGE ROUTE 312, IN S 32, T 9 S, R 8 E, 0.5 MILE SOUTHWEST OF
 DS0471'A POWER LINE CROSSING THE ROAD, 100 YARDS NORTHEAST OF A CURVE IN THE
 DS0471'ROAD, 38 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 18 FEET
 DS0471'NORTHEAST OF A POWER POLE, IN LINE WITH A ROW OF POWER POLES, 1.3 FEET
 DS0471'SOUTHEAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET
 DS0471'IN THE TOP OF A CONCRETE POST PROJECTING 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0114 ***********************************************************************
 DS0114  DESIGNATION -  B 333
 DS0114  PID         -  DS0114
 DS0114  STATE/COUNTY-  NM/SOCORRO
 DS0114  USGS QUAD   -  TRINITY SITE (1981)
 DS0114
 DS0114                         *CURRENT SURVEY CONTROL
 DS0114  ___________________________________________________________________
 DS0114* NAD 83(1986)-  33 41 33.     (N)    106 26 28.     (W)     SCALED    
 DS0114* NAVD 88     -      1593.419  (meters)    5227.74   (feet)  ADJUSTED  
 DS0114  ___________________________________________________________________
 DS0114  GEOID HEIGHT-         -21.82  (meters)                     GEOID03
 DS0114  DYNAMIC HT  -        1591.111 (meters)    5220.17  (feet)  COMP
 DS0114  MODELED GRAV-     979,131.6   (mgal)                       NAVD 88
 DS0114
 DS0114  VERT ORDER  -  SECOND    CLASS 0
 DS0114
 DS0114.The horizontal coordinates were scaled from a topographic map and have
 DS0114.an estimated accuracy of +/- 6 seconds.
 DS0114
 DS0114.The orthometric height was determined by differential leveling
 DS0114.and adjusted by the National Geodetic Survey in June 1991..
 DS0114
 DS0114.The geoid height was determined by GEOID03.
 DS0114
 DS0114.The dynamic height is computed by dividing the NAVD 88
 DS0114.geopotential number by the normal gravity value computed on the
 DS0114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0114.degrees latitude (g = 980.6199 gals.).
 DS0114
 DS0114.The modeled gravity was interpolated from observed gravity values.
 DS0114
 DS0114;                    North         East    Units  Estimated Accuracy
 DS0114;SPC NM C     -   298,570.      482,280.      MT  (+/- 180 meters Scaled)
 DS0114
 DS0114                          SUPERSEDED SURVEY CONTROL
 DS0114
 DS0114  NGVD 29 (??/??/92) 1592.714  (m)         5225.43   (f) ADJ UNCH    2 0
 DS0114
 DS0114.Superseded values are not recommended for survey control.
 DS0114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0114.See file dsdata.txt to determine how the superseded data were derived.
 DS0114
 DS0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT664289(NAD 83)
 DS0114_MARKER: DB = BENCH MARK DISK
 DS0114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0114_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0114_STAMPING: B 333 1966
 DS0114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0114+STABILITY: SURFACE MOTION
 DS0114
 DS0114  HISTORY     - Date     Condition        Report By
 DS0114  HISTORY     - 1966     MONUMENTED       CGS
 DS0114
 DS0114                          STATION DESCRIPTION
 DS0114
 DS0114'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 DS0114'18.05 MI SE FROM STALLION RANGE CENTER.
 DS0114'ABOUT 2.0 MILES SOUTHEAST ALONG WHITE SANDS MISSILE RANGE ROUTE 7 FROM
 DS0114'THE HEADQUARTERS BUILDING AT STALLION RANGE CENTER, THENCE 10.6 MILES
 DS0114'EAST ALONG WHITE SANDS MISSILE RANGE ROUTE 24, THENCE 5.45 MILES
 DS0114'SOUTHEAST ALONG A TELEPHONE LINE SERVICE ROAD, IN S 29, T 7 S, R 5 E,
 DS0114'14 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 7 FEET NORTHWEST OF
 DS0114'A TELEPHONE POLE, 1.6 FEET NORTHWEST OF A METAL WITNESS POST, ABOUT
 DS0114'1.0 FOOT ABOVE THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE
 DS0114'POST PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0354 ***********************************************************************
 CX0354  DESIGNATION -  B 334
 CX0354  PID         -  CX0354
 CX0354  STATE/COUNTY-  NM/OTERO
 CX0354  USGS QUAD   -  NEWMAN (1955)
 CX0354
 CX0354                         *CURRENT SURVEY CONTROL
 CX0354  ___________________________________________________________________
 CX0354* NAD 83(1986)-  32 03 10.     (N)    106 17 28.     (W)     SCALED    
 CX0354* NAVD 88     -      1226.674  (meters)    4024.51   (feet)  ADJUSTED  
 CX0354  ___________________________________________________________________
 CX0354  GEOID HEIGHT-         -23.80  (meters)                     GEOID03
 CX0354  DYNAMIC HT  -        1224.817 (meters)    4018.42  (feet)  COMP
 CX0354  MODELED GRAV-     979,084.1   (mgal)                       NAVD 88
 CX0354
 CX0354  VERT ORDER  -  FIRST     CLASS II
 CX0354
 CX0354.The horizontal coordinates were scaled from a topographic map and have
 CX0354.an estimated accuracy of +/- 6 seconds.
 CX0354
 CX0354.The orthometric height was determined by differential leveling
 CX0354.and adjusted by the National Geodetic Survey in June 1991..
 CX0354.WARNING-Repeat measurements at this control monument indicate possible
 CX0354.vertical movement.
 CX0354
 CX0354.The geoid height was determined by GEOID03.
 CX0354
 CX0354.The dynamic height is computed by dividing the NAVD 88
 CX0354.geopotential number by the normal gravity value computed on the
 CX0354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0354.degrees latitude (g = 980.6199 gals.).
 CX0354
 CX0354.The modeled gravity was interpolated from observed gravity values.
 CX0354
 CX0354;                    North         East    Units  Estimated Accuracy
 CX0354;SPC NM C     -   116,720.      496,120.      MT  (+/- 180 meters Scaled)
 CX0354
 CX0354                          SUPERSEDED SURVEY CONTROL
 CX0354
 CX0354  NGVD 29 (??/??/92) 1226.059  (m)         4022.50   (f) ADJ UNCH    1 2
 CX0354
 CX0354.Superseded values are not recommended for survey control.
 CX0354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0354.See file dsdata.txt to determine how the superseded data were derived.
 CX0354
 CX0354_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR781470(NAD 83)
 CX0354_MARKER: DB = BENCH MARK DISK
 CX0354_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX0354_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CX0354_STAMPING: B 334 1966
 CX0354_PROJECTION: FLUSH
 CX0354_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX0354+STABILITY: SURFACE MOTION
 CX0354
 CX0354  HISTORY     - Date     Condition        Report By
 CX0354  HISTORY     - 1966     MONUMENTED       CGS
 CX0354  HISTORY     - 1967     GOOD             NGS
 CX0354  HISTORY     - 1981     GOOD             NGS
 CX0354
 CX0354                          STATION DESCRIPTION
 CX0354
 CX0354'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 CX0354'4.05 MI NE FROM NEWMAN, TEXAS.
 CX0354'ABOUT 4.05 MILES NORTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 CX0354'THE POST OFFICE AT NEWMAN, IN S 12, T 26 S, R 6 E, 39 FEET NORTHWEST
 CX0354'OF THE NORTHWEST RAIL OF THE MAIN TRACK, 38 FEET SOUTHWEST OF MILEPOST
 CX0354'1320, 155 FEET SOUTHEAST OF THE CENTER LINE OF U.S. HIGHWAY 54, 49
 CX0354'FEET SOUTHEAST OF THE CENTER LINE OF A DIRT ROAD, 1.4 FEET SOUTHEAST
 CX0354'OF A METAL WITNESS POST, ABOUT 6 FEET BELOW THE LEVEL OF THE TRACK,
 CX0354'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 10 INCHES.
 CX0354
 CX0354                          STATION RECOVERY (1981)
 CX0354
 CX0354'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CX0354'6.8 KM (4.2 MI) NORTHEAST ALONG U.S. HIGHWAY 54 FROM THE
 CX0354'TEXAS-NEW MEXICO STATE LINE IN NEWMAN,
 CX0354'0.2 KM (0.1 MI) NORTHEAST OF MILE POST 4, 47.2 METERS (155.0 FT)
 CX0354'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 11.9 METERS (39.0 FT)
 CX0354'NORTHWEST OF THE NEAR RAIL OF THE SOUTHERN PACIFIC RAILROAD AND
 CX0354'11.6 METERS (38.0 FT) SOUTHWEST OF RAILROAD MILEPOST 1320.
 CX0354'THE MARK IS 0.4 METERS  SE FROM A WITNESS POST.
 CX0354'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0743 ***********************************************************************
 CX0743  DESIGNATION -  B 335
 CX0743  PID         -  CX0743
 CX0743  STATE/COUNTY-  NM/DONA ANA
 CX0743  USGS QUAD   -  ANTHONY (1955)
 CX0743
 CX0743                         *CURRENT SURVEY CONTROL
 CX0743  ___________________________________________________________________
 CX0743* NAD 83(1986)-  32 00 37.     (N)    106 31 27.     (W)     SCALED    
 CX0743* NAVD 88     -      1334.237  (meters)    4377.41   (feet)  ADJUSTED  
 CX0743  ___________________________________________________________________
 CX0743  GEOID HEIGHT-         -23.74  (meters)                     GEOID03
 CX0743  DYNAMIC HT  -        1332.256 (meters)    4370.91  (feet)  COMP
 CX0743  MODELED GRAV-     979,107.3   (mgal)                       NAVD 88
 CX0743
 CX0743  VERT ORDER  -  FIRST     CLASS II
 CX0743
 CX0743.The horizontal coordinates were scaled from a topographic map and have
 CX0743.an estimated accuracy of +/- 6 seconds.
 CX0743
 CX0743.The orthometric height was determined by differential leveling
 CX0743.and adjusted by the National Geodetic Survey in June 1991..
 CX0743
 CX0743.The geoid height was determined by GEOID03.
 CX0743
 CX0743.The dynamic height is computed by dividing the NAVD 88
 CX0743.geopotential number by the normal gravity value computed on the
 CX0743.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0743.degrees latitude (g = 980.6199 gals.).
 CX0743
 CX0743.The modeled gravity was interpolated from observed gravity values.
 CX0743
 CX0743;                    North         East    Units  Estimated Accuracy
 CX0743;SPC NM C     -   112,040.      474,100.      MT  (+/- 180 meters Scaled)
 CX0743
 CX0743                          SUPERSEDED SURVEY CONTROL
 CX0743
 CX0743  NGVD 29 (??/??/92) 1333.698  (m)         4375.64   (f) ADJ UNCH    1 2
 CX0743
 CX0743.Superseded values are not recommended for survey control.
 CX0743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0743.See file dsdata.txt to determine how the superseded data were derived.
 CX0743
 CX0743_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR560425(NAD 83)
 CX0743_MARKER: DB = BENCH MARK DISK
 CX0743_SETTING: 66 = SET IN ROCK OUTCROP
 CX0743_SP_SET: SET IN ROCK OUTCROP
 CX0743_STAMPING: B 335 1966
 CX0743_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CX0743+STABILITY: POSITION/ELEVATION WELL
 CX0743
 CX0743  HISTORY     - Date     Condition        Report By
 CX0743  HISTORY     - 1966     MONUMENTED       CGS
 CX0743  HISTORY     - 1967     GOOD             NGS
 CX0743
 CX0743                          STATION DESCRIPTION
 CX0743
 CX0743'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 CX0743'7.5 MI NE FROM ANTHONY, TEXAS.
 CX0743'ABOUT 2.0 MILES NORTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 CX0743'RAILWAY FROM THE STATION AT ANTHONY, THENCE 5.35 MILES EAST ALONG
 CX0743'STATE HIGHWAY 404 WHICH IS OHARA ROAD, IN S 33, T 26 S, R 4 E, 0.45
 CX0743'MILE WEST OF THE CREST OF A HILL, 0.45 MILE EAST OF A CATTLE GUARD,
 CX0743'104 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF A
 CX0743'LARGE ROCK OUTCROP WHICH PROJECTS 14 INCHES ON THE NORTHEAST SIDE, 30
 CX0743'FEET SOUTH OF THE SOUTH RIGHT-OF-WAY FENCE OF THE HIGHWAY, AND ABOUT
 CX0743'14 FEET BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0431 ***********************************************************************
 CX0431  DESIGNATION -  B 336
 CX0431  PID         -  CX0431
 CX0431  STATE/COUNTY-  NM/DONA ANA
 CX0431  USGS QUAD   -  DAVIES TANK (1994)
 CX0431
 CX0431                         *CURRENT SURVEY CONTROL
 CX0431  ___________________________________________________________________
 CX0431* NAD 83(1986)-  32 22 04.     (N)    106 28 46.     (W)     SCALED    
 CX0431* NAVD 88     -      1289.916  (meters)    4232.00   (feet)  ADJUSTED  
 CX0431  ___________________________________________________________________
 CX0431  GEOID HEIGHT-         -23.55  (meters)                     GEOID03
 CX0431  DYNAMIC HT  -        1287.986 (meters)    4225.67  (feet)  COMP
 CX0431  MODELED GRAV-     979,097.8   (mgal)                       NAVD 88
 CX0431
 CX0431  VERT ORDER  -  FIRST     CLASS II
 CX0431
 CX0431.The horizontal coordinates were scaled from a topographic map and have
 CX0431.an estimated accuracy of +/- 6 seconds.
 CX0431
 CX0431.The orthometric height was determined by differential leveling
 CX0431.and adjusted by the National Geodetic Survey in June 1991..
 CX0431
 CX0431.The geoid height was determined by GEOID03.
 CX0431
 CX0431.The dynamic height is computed by dividing the NAVD 88
 CX0431.geopotential number by the normal gravity value computed on the
 CX0431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0431.degrees latitude (g = 980.6199 gals.).
 CX0431
 CX0431.The modeled gravity was interpolated from observed gravity values.
 CX0431
 CX0431;                    North         East    Units  Estimated Accuracy
 CX0431;SPC NM C     -   151,670.      478,410.      MT  (+/- 180 meters Scaled)
 CX0431
 CX0431                          SUPERSEDED SURVEY CONTROL
 CX0431
 CX0431  NGVD 29 (??/??/92) 1289.322  (m)         4230.05   (f) ADJ UNCH    1 2
 CX0431
 CX0431.Superseded values are not recommended for survey control.
 CX0431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0431.See file dsdata.txt to determine how the superseded data were derived.
 CX0431
 CX0431_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR608821(NAD 83)
 CX0431_MARKER: DB = BENCH MARK DISK
 CX0431_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CX0431_SP_SET: CULVERT
 CX0431_STAMPING: B 336 1966
 CX0431_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX0431
 CX0431  HISTORY     - Date     Condition        Report By
 CX0431  HISTORY     - 1966     MONUMENTED       CGS
 CX0431  HISTORY     - 1967     GOOD             NGS
 CX0431
 CX0431                          STATION DESCRIPTION
 CX0431
 CX0431'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 CX0431'0.85 MI S FROM W S M R HEADQUARTERS.
 CX0431'ABOUT 0.85 MILE SOUTH ALONG WAR HIGHWAY 11 FROM THE WHITE SANDS
 CX0431'MISSILE RANGE HEADQUARTERS BUILDING, IN S 25, T 22 S, R 4 E, 38 FEET
 CX0431'WEST OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF THE CENTER
 CX0431'OF THE SOUTHEAST SIDE OF THE CONCRETE FOUNDATION OF A WATER GAGE, 20
 CX0431'FEET NORTHWEST OF THE NORTH END OF A CONCRETE HEAD WALL OF A CULVERT,
 CX0431'3.6 FEET NORTHEAST OF AN 18-INCH CORRUGATED PIPE HOUSING THE GAGE, AND
 CX0431'ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0173 ***********************************************************************
 CX0173  DESIGNATION -  B 337
 CX0173  PID         -  CX0173
 CX0173  STATE/COUNTY-  NM/DONA ANA
 CX0173  USGS QUAD   -  BENNETT MOUNTAIN (1981)
 CX0173
 CX0173                         *CURRENT SURVEY CONTROL
 CX0173  ___________________________________________________________________
 CX0173* NAD 83(1986)-  32 30 15.     (N)    106 25 43.     (W)     SCALED    
 CX0173* NAVD 88     -      1240.607  (meters)    4070.22   (feet)  ADJUSTED  
 CX0173  ___________________________________________________________________
 CX0173  GEOID HEIGHT-         -23.45  (meters)                     GEOID03
 CX0173  DYNAMIC HT  -        1238.767 (meters)    4064.19  (feet)  COMP
 CX0173  MODELED GRAV-     979,112.8   (mgal)                       NAVD 88
 CX0173
 CX0173  VERT ORDER  -  SECOND    CLASS 0
 CX0173
 CX0173.The horizontal coordinates were scaled from a topographic map and have
 CX0173.an estimated accuracy of +/- 6 seconds.
 CX0173
 CX0173.The orthometric height was determined by differential leveling
 CX0173.and adjusted by the National Geodetic Survey in June 1991..
 CX0173
 CX0173.The geoid height was determined by GEOID03.
 CX0173
 CX0173.The dynamic height is computed by dividing the NAVD 88
 CX0173.geopotential number by the normal gravity value computed on the
 CX0173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0173.degrees latitude (g = 980.6199 gals.).
 CX0173
 CX0173.The modeled gravity was interpolated from observed gravity values.
 CX0173
 CX0173;                    North         East    Units  Estimated Accuracy
 CX0173;SPC NM C     -   166,780.      483,220.      MT  (+/- 180 meters Scaled)
 CX0173
 CX0173                          SUPERSEDED SURVEY CONTROL
 CX0173
 CX0173  NGVD 29 (??/??/92) 1240.020  (m)         4068.30   (f) ADJ UNCH    2 0
 CX0173
 CX0173.Superseded values are not recommended for survey control.
 CX0173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0173.See file dsdata.txt to determine how the superseded data were derived.
 CX0173
 CX0173_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR657972(NAD 83)
 CX0173_MARKER: DB = BENCH MARK DISK
 CX0173_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CX0173_SP_SET: MONUMENT
 CX0173_STAMPING: B 337 1968
 CX0173_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX0173
 CX0173  HISTORY     - Date     Condition        Report By
 CX0173  HISTORY     - 1968     MONUMENTED       CGS
 CX0173
 CX0173                          STATION DESCRIPTION
 CX0173
 CX0173'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 CX0173'9.8 MI NNE FROM WHITE SANDS MISSILE RANGE HDQ.
 CX0173'4.2 MILES NORTH ALONG MAIN ACCESS ROAD FROM THE WHITE SANDS MISSILE
 CX0173'RANGE HEADQUARTERS, THENCE 4.6 MILES NORTHEASTERLY ALONG U.S. HIGHWAY
 CX0173'70, THENCE 3.1 MILES NORTHWEST AND NORTH ALONG WSMR ROUTE 7.  IT IS IN
 CX0173'TELEPHONE POLE LINE 97 FEET SOUTH OF A TELEPHONE POLE, 69 FEET NORTH
 CX0173'OF A TELEPHONE POLE, 4 FEET WEST OF A METAL WITNESS POST AND SET IN
 CX0173'THE TOP OF A 12-INCH IN DIAMETER CONCRETE MONUMENT THAT PROJECTS ABOUT
 CX0173'0.5 FOOT ABOVE THE GROUND AND IS ABOUT 3 FEET BELOW ROAD ELEVATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0543 ***********************************************************************
 CX0543  DESIGNATION -  B 338
 CX0543  PID         -  CX0543
 CX0543  STATE/COUNTY-  NM/OTERO
 CX0543  USGS QUAD   -  WHITE SANDS SE (1994)
 CX0543
 CX0543                         *CURRENT SURVEY CONTROL
 CX0543  ___________________________________________________________________
 CX0543* NAD 83(1986)-  32 17 41.     (N)    106 22 05.     (W)     SCALED    
 CX0543* NAVD 88     -      1217.975  (meters)    3995.97   (feet)  ADJUSTED  
 CX0543  ___________________________________________________________________
 CX0543  GEOID HEIGHT-         -23.80  (meters)                     GEOID03
 CX0543  DYNAMIC HT  -        1216.140 (meters)    3989.95  (feet)  COMP
 CX0543  MODELED GRAV-     979,091.2   (mgal)                       NAVD 88
 CX0543
 CX0543  VERT ORDER  -  SECOND    CLASS 0
 CX0543
 CX0543.The horizontal coordinates were scaled from a topographic map and have
 CX0543.an estimated accuracy of +/- 6 seconds.
 CX0543
 CX0543.The orthometric height was determined by differential leveling
 CX0543.and adjusted by the National Geodetic Survey in June 1991..
 CX0543
 CX0543.The geoid height was determined by GEOID03.
 CX0543
 CX0543.The dynamic height is computed by dividing the NAVD 88
 CX0543.geopotential number by the normal gravity value computed on the
 CX0543.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0543.degrees latitude (g = 980.6199 gals.).
 CX0543
 CX0543.The modeled gravity was interpolated from observed gravity values.
 CX0543
 CX0543;                    North         East    Units  Estimated Accuracy
 CX0543;SPC NM C     -   143,550.      488,880.      MT  (+/- 180 meters Scaled)
 CX0543
 CX0543                          SUPERSEDED SURVEY CONTROL
 CX0543
 CX0543  NGVD 29 (??/??/92) 1217.380  (m)         3994.02   (f) ADJ UNCH    2 0
 CX0543
 CX0543.Superseded values are not recommended for survey control.
 CX0543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0543.See file dsdata.txt to determine how the superseded data were derived.
 CX0543
 CX0543_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR711739(NAD 83)
 CX0543_MARKER: DB = BENCH MARK DISK
 CX0543_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CX0543_SP_SET: MONUMENT
 CX0543_STAMPING: B 338 1969
 CX0543_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX0543
 CX0543  HISTORY     - Date     Condition        Report By
 CX0543  HISTORY     - 1969     MONUMENTED       CGS
 CX0543
 CX0543                          STATION DESCRIPTION
 CX0543
 CX0543'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CX0543'8.8 MI SSE FROM WHITE SANDS MISSILE RANGE HDQ.
 CX0543'8.7 MILES SOUTH ALONG WAR HIGHWAY 11 FROM WHITE SANDS MISSILE RANGE
 CX0543'HEADQUARTERS.  THENCE 0.7 MILE EAST ALONG A DIRT ROAD.  THENCE TAKE
 CX0543'LEFT FORK AND FOLLOW DIRT ROAD EAST NORTHEAST 1.3 MILES.  IT IS 49.0
 CX0543'FEET NORTH OF THE CENTERLINE OF THE ROAD, 4.0 FEET SOUTH OF METAL
 CX0543'WITNESS SIGN AND SET IN THE TOP OF A CONCRETE MONUMENT THAT IS
 CX0543'12-INCHES IN DIAMETER AND PROJECTS 6-INCHES ABOVE THE GROUND.  IT IS
 CX0543'ABOUT 2 FEET ABOVE ROAD ELEVATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0082 ***********************************************************************
 CW0082  DESIGNATION -  B 34
 CW0082  PID         -  CW0082
 CW0082  STATE/COUNTY-  NM/EDDY
 CW0082  USGS QUAD   -  SPRING LAKE (1975)
 CW0082
 CW0082                         *CURRENT SURVEY CONTROL
 CW0082  ___________________________________________________________________
 CW0082* NAD 83(1986)-  32 50 25.     (N)    104 19 24.     (W)     SCALED    
 CW0082* NAVD 88     -      1008.415  (meters)    3308.44   (feet)  POSTED    
 CW0082  ___________________________________________________________________
 CW0082  GEOID HEIGHT-         -23.14  (meters)                     GEOID03
 CW0082  DYNAMIC HT  -        1007.030 (meters)    3303.90  (feet)  COMP
 CW0082  MODELED GRAV-     979,225.5   (mgal)                       NAVD 88
 CW0082
 CW0082  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 CW0082
 CW0082.The horizontal coordinates were scaled from a topographic map and have
 CW0082.an estimated accuracy of +/- 6 seconds.
 CW0082
 CW0082.The orthometric height was determined by differential leveling
 CW0082.and adjusted by the National Geodetic Survey in 1992..
 CW0082.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 CW0082.rate greater than 8.0 mm/km.
 CW0082
 CW0082.The geoid height was determined by GEOID03.
 CW0082
 CW0082.The dynamic height is computed by dividing the NAVD 88
 CW0082.geopotential number by the normal gravity value computed on the
 CW0082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0082.degrees latitude (g = 980.6199 gals.).
 CW0082
 CW0082.The modeled gravity was interpolated from observed gravity values.
 CW0082
 CW0082;                    North         East    Units  Estimated Accuracy
 CW0082;SPC NM E     -   204,040.      165,940.      MT  (+/- 180 meters Scaled)
 CW0082
 CW0082                          SUPERSEDED SURVEY CONTROL
 CW0082
 CW0082  NGVD 29 (??/??/92) 1008.002  (m)         3307.09   (f) ADJ UNCH    1 2
 CW0082
 CW0082.Superseded values are not recommended for survey control.
 CW0082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0082.See file dsdata.txt to determine how the superseded data were derived.
 CW0082
 CW0082_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES633337(NAD 83)
 CW0082_MARKER: DB = BENCH MARK DISK
 CW0082_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CW0082_SP_SET: PIER
 CW0082_STAMPING: B 34, 1933
 CW0082_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CW0082
 CW0082  HISTORY     - Date     Condition        Report By
 CW0082  HISTORY     - 1933     MONUMENTED       CGS
 CW0082  HISTORY     - 1934     GOOD             NGS
 CW0082  HISTORY     - 1957     MARK NOT FOUND   NGS
 CW0082
 CW0082                          STATION DESCRIPTION
 CW0082
 CW0082'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CW0082'4.4 MI E FROM ARTESIA.
 CW0082'4.4 MILES EAST OF DEPOT ALONG HIGHWAY NO. 83 ON STATE HWY. NO. 83 ON
 CW0082'NORTHWEST PIER OF PECOS RIVER BRIDGE.
 CW0082
 CW0082                          STATION RECOVERY (1957)
 CW0082
 CW0082'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 CW0082'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0694 ***********************************************************************
 DR0694  DESIGNATION -  B 340
 DR0694  PID         -  DR0694
 DR0694  STATE/COUNTY-  NM/LINCOLN
 DR0694  USGS QUAD   -  CARRIZOZO WEST (1982)
 DR0694
 DR0694                         *CURRENT SURVEY CONTROL
 DR0694  ___________________________________________________________________
 DR0694* NAD 83(1986)-  33 39 23.     (N)    105 53 10.     (W)     SCALED    
 DR0694* NAVD 88     -      1629.363  (meters)    5345.67   (feet)  ADJUSTED  
 DR0694  ___________________________________________________________________
 DR0694  GEOID HEIGHT-         -20.35  (meters)                     GEOID03
 DR0694  DYNAMIC HT  -        1627.019 (meters)    5337.98  (feet)  COMP
 DR0694  MODELED GRAV-     979,139.8   (mgal)                       NAVD 88
 DR0694
 DR0694  VERT ORDER  -  FIRST     CLASS II
 DR0694
 DR0694.The horizontal coordinates were scaled from a topographic map and have
 DR0694.an estimated accuracy of +/- 6 seconds.
 DR0694
 DR0694.The orthometric height was determined by differential leveling
 DR0694.and adjusted by the National Geodetic Survey in June 1991..
 DR0694
 DR0694.The geoid height was determined by GEOID03.
 DR0694
 DR0694.The dynamic height is computed by dividing the NAVD 88
 DR0694.geopotential number by the normal gravity value computed on the
 DR0694.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0694.degrees latitude (g = 980.6199 gals.).
 DR0694
 DR0694.The modeled gravity was interpolated from observed gravity values.
 DR0694
 DR0694;                    North         East    Units  Estimated Accuracy
 DR0694;SPC NM C     -   294,600.      533,750.      MT  (+/- 180 meters Scaled)
 DR0694
 DR0694                          SUPERSEDED SURVEY CONTROL
 DR0694
 DR0694  NGVD 29 (??/??/92) 1628.694  (m)         5343.47   (f) ADJ UNCH    1 2
 DR0694
 DR0694.Superseded values are not recommended for survey control.
 DR0694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0694.See file dsdata.txt to determine how the superseded data were derived.
 DR0694
 DR0694_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDT178244(NAD 83)
 DR0694_MARKER: DB = BENCH MARK DISK
 DR0694_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DR0694_SP_SET: 10 1/2 FT.
 DR0694_STAMPING: B 340 1969
 DR0694_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR0694
 DR0694  HISTORY     - Date     Condition        Report By
 DR0694  HISTORY     - 1969     MONUMENTED       CGS
 DR0694  HISTORY     - 20050708 MARK NOT FOUND   USPSQD
 DR0694
 DR0694                          STATION DESCRIPTION
 DR0694
 DR0694'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 DR0694'1.7 MI NW FROM CARRIZOZO.
 DR0694'ABOUT 0.45 MILE NORTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 DR0694'THE STATION AT CARRIZOZO, THENCE 1.25 MILES NORTHWEST ALONG U.S.
 DR0694'HIGHWAY 380, IN SECTION 34, T 7 S, R 10 E, 157 FEET EAST OF THE CENTER
 DR0694'OF A PIPE CULVERT, 53 1/2 FEET NORTHEAST OF THE CENTER LINE OF THE
 DR0694'HIGHWAY, 1 FOOT SOUTHWEST OF A FENCE, 1.0 FOOT SOUTHEAST OF A METAL
 DR0694'WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY, AND ON THE
 DR0694'TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 10
 DR0694'1/2 FEET AND IS ENCASED IN A 6-INCH IRON PIPE WHICH PROJECTS 4 INCHES
 DR0694'ABOVE THE SURFACE OF THE GROUND.
 DR0694
 DR0694                          STATION RECOVERY (2005)
 DR0694
 DR0694'RECOVERY NOTE BY US POWER SQUADRON 2005 (BJK)
 DR0694'NO WITNESS POST.  HIGH WEEDS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0031 ***********************************************************************
 DS0031  DESIGNATION -  B 341
 DS0031  PID         -  DS0031
 DS0031  STATE/COUNTY-  NM/SOCORRO
 DS0031  USGS QUAD   -  GARDEN SPRING CANYON (1982)
 DS0031
 DS0031                         *CURRENT SURVEY CONTROL
 DS0031  ___________________________________________________________________
 DS0031* NAD 83(1986)-  33 49 44.     (N)    106 16 31.     (W)     SCALED    
 DS0031* NAVD 88     -      1909.386  (meters)    6264.38   (feet)  ADJUSTED  
 DS0031  ___________________________________________________________________
 DS0031  GEOID HEIGHT-         -21.00  (meters)                     GEOID03
 DS0031  DYNAMIC HT  -        1906.542 (meters)    6255.05  (feet)  COMP
 DS0031  MODELED GRAV-     979,078.2   (mgal)                       NAVD 88
 DS0031
 DS0031  VERT ORDER  -  FIRST     CLASS II
 DS0031
 DS0031.The horizontal coordinates were scaled from a topographic map and have
 DS0031.an estimated accuracy of +/- 6 seconds.
 DS0031
 DS0031.The orthometric height was determined by differential leveling
 DS0031.and adjusted by the National Geodetic Survey in June 1991..
 DS0031
 DS0031.The geoid height was determined by GEOID03.
 DS0031
 DS0031.The dynamic height is computed by dividing the NAVD 88
 DS0031.geopotential number by the normal gravity value computed on the
 DS0031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0031.degrees latitude (g = 980.6199 gals.).
 DS0031
 DS0031.The modeled gravity was interpolated from observed gravity values.
 DS0031
 DS0031;                    North         East    Units  Estimated Accuracy
 DS0031;SPC NM C     -   313,680.      497,660.      MT  (+/- 180 meters Scaled)
 DS0031
 DS0031                          SUPERSEDED SURVEY CONTROL
 DS0031
 DS0031  NGVD 29 (??/??/92) 1908.599  (m)         6261.80   (f) ADJ UNCH    1 2
 DS0031
 DS0031.Superseded values are not recommended for survey control.
 DS0031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0031.See file dsdata.txt to determine how the superseded data were derived.
 DS0031
 DS0031_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT819439(NAD 83)
 DS0031_MARKER: DB = BENCH MARK DISK
 DS0031_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DS0031_SP_SET: CULVERT
 DS0031_STAMPING: B 341 1969
 DS0031_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DS0031
 DS0031  HISTORY     - Date     Condition        Report By
 DS0031  HISTORY     - 1969     MONUMENTED       CGS
 DS0031
 DS0031                          STATION DESCRIPTION
 DS0031
 DS0031'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 DS0031'29.35 MI NW FROM CARRIZOZO.
 DS0031'ABOUT 0.45 MILE NORTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 DS0031'THE STATION AT CARRIZOZO, THENCE 28.9 MILES NORTHWEST ALONG U.S.
 DS0031'HIGHWAY 380, IN SECTION 36, T 5 S, R 6 E, 17 1/2 FEET NORTHEAST OF THE
 DS0031'CENTER LINE OF THE HIGHWAY, SET IN THE CENTER OF THE TOP OF THE
 DS0031'NORTHEAST CONCRETE HEADWALL OF A 5- X 6-FOOT CONCRETE BOX CULVERT, AND
 DS0031'ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0214 ***********************************************************************
 DS0214  DESIGNATION -  B 342
 DS0214  PID         -  DS0214
 DS0214  STATE/COUNTY-  NM/SOCORRO
 DS0214  USGS QUAD   -  OSCURA PEAK (1982)
 DS0214
 DS0214                         *CURRENT SURVEY CONTROL
 DS0214  ___________________________________________________________________
 DS0214* NAD 83(1986)-  33 43 20.     (N)    106 17 10.     (W)     SCALED    
 DS0214* NAVD 88     -      1988.344  (meters)    6523.43   (feet)  ADJUSTED  
 DS0214  ___________________________________________________________________
 DS0214  GEOID HEIGHT-         -21.21  (meters)                     GEOID03
 DS0214  DYNAMIC HT  -        1985.343 (meters)    6513.58  (feet)  COMP
 DS0214  MODELED GRAV-     979,055.3   (mgal)                       NAVD 88
 DS0214
 DS0214  VERT ORDER  -  SECOND    CLASS 0
 DS0214
 DS0214.The horizontal coordinates were scaled from a topographic map and have
 DS0214.an estimated accuracy of +/- 6 seconds.
 DS0214
 DS0214.The orthometric height was determined by differential leveling
 DS0214.and adjusted by the National Geodetic Survey in June 1991..
 DS0214
 DS0214.The geoid height was determined by GEOID03.
 DS0214
 DS0214.The dynamic height is computed by dividing the NAVD 88
 DS0214.geopotential number by the normal gravity value computed on the
 DS0214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0214.degrees latitude (g = 980.6199 gals.).
 DS0214
 DS0214.The modeled gravity was interpolated from observed gravity values.
 DS0214
 DS0214;                    North         East    Units  Estimated Accuracy
 DS0214;SPC NM C     -   301,850.      496,650.      MT  (+/- 180 meters Scaled)
 DS0214
 DS0214                          SUPERSEDED SURVEY CONTROL
 DS0214
 DS0214  NGVD 29 (??/??/92) 1987.549  (m)         6520.82   (f) ADJ UNCH    2 0
 DS0214
 DS0214.Superseded values are not recommended for survey control.
 DS0214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0214.See file dsdata.txt to determine how the superseded data were derived.
 DS0214
 DS0214_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT808321(NAD 83)
 DS0214_MARKER: DB = BENCH MARK DISK
 DS0214_SETTING: 66 = SET IN ROCK OUTCROP
 DS0214_SP_SET: ROCK LEDGE
 DS0214_STAMPING: B 342 1969
 DS0214_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DS0214+STABILITY: POSITION/ELEVATION WELL
 DS0214
 DS0214  HISTORY     - Date     Condition        Report By
 DS0214  HISTORY     - 1969     MONUMENTED       CGS
 DS0214
 DS0214                          STATION DESCRIPTION
 DS0214
 DS0214'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 DS0214'25.4 MI NW FROM OSCURO.
 DS0214'ABOUT 7.75 MILES NORTHWEST ALONG WHITE SANDS MISSILE RANGE ROUTE 12
 DS0214'FROM THE STORE AT OSCURO, THENCE 17.65 MILES NORTHWEST ALONG WHITE
 DS0214'SANDS MISSILE RANGE ROUTE 9, IN SECTION 11, T 7 S, R 6 E, 43 FEET WEST
 DS0214'OF THE CENTER LINE OF THE ROUTE, SET IN THE TOP OF A ROCK LEDGE, 3.7
 DS0214'FEET NORTHWEST OF A METAL WITNESS POST, AND ABOUT 8 FEET BELOW THE
 DS0214'LEVEL OF THE ROUTE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0196 ***********************************************************************
 DS0196  DESIGNATION -  B 343
 DS0196  PID         -  DS0196
 DS0196  STATE/COUNTY-  NM/SOCORRO
 DS0196  USGS QUAD   -  OSCURA PEAK (1982)
 DS0196
 DS0196                         *CURRENT SURVEY CONTROL
 DS0196  ___________________________________________________________________
 DS0196* NAD 83(1986)-  33 40 58.     (N)    106 22 12.     (W)     SCALED    
 DS0196* NAVD 88     -      2468.133  (meters)    8097.53   (feet)  ADJUSTED  
 DS0196  ___________________________________________________________________
 DS0196  GEOID HEIGHT-         -21.52  (meters)                     GEOID03
 DS0196  DYNAMIC HT  -        2464.244 (meters)    8084.77  (feet)  COMP
 DS0196  MODELED GRAV-     978,970.0   (mgal)                       NAVD 88
 DS0196
 DS0196  VERT ORDER  -  SECOND    CLASS 0
 DS0196
 DS0196.The horizontal coordinates were scaled from a topographic map and have
 DS0196.an estimated accuracy of +/- 6 seconds.
 DS0196
 DS0196.The orthometric height was determined by differential leveling
 DS0196.and adjusted by the National Geodetic Survey in June 1991..
 DS0196
 DS0196.The geoid height was determined by GEOID03.
 DS0196
 DS0196.The dynamic height is computed by dividing the NAVD 88
 DS0196.geopotential number by the normal gravity value computed on the
 DS0196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0196.degrees latitude (g = 980.6199 gals.).
 DS0196
 DS0196.The modeled gravity was interpolated from observed gravity values.
 DS0196
 DS0196;                    North         East    Units  Estimated Accuracy
 DS0196;SPC NM C     -   297,480.      488,870.      MT  (+/- 180 meters Scaled)
 DS0196
 DS0196                          SUPERSEDED SURVEY CONTROL
 DS0196
 DS0196  NGVD 29 (??/??/92) 2467.243  (m)         8094.61   (f) ADJ UNCH    2 0
 DS0196
 DS0196.Superseded values are not recommended for survey control.
 DS0196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0196.See file dsdata.txt to determine how the superseded data were derived.
 DS0196
 DS0196_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT730278(NAD 83)
 DS0196_MARKER: DB = BENCH MARK DISK
 DS0196_SETTING: 66 = SET IN ROCK OUTCROP
 DS0196_SP_SET: OUTCROP
 DS0196_STAMPING: B 343 1969
 DS0196_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DS0196+STABILITY: POSITION/ELEVATION WELL
 DS0196
 DS0196  HISTORY     - Date     Condition        Report By
 DS0196  HISTORY     - 1969     MONUMENTED       CGS
 DS0196
 DS0196                          STATION DESCRIPTION
 DS0196
 DS0196'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 DS0196'35.5 MI NW FROM OSCURO.
 DS0196'ABOUT 7.75 MILES NORTHWEST ALONG WHITE SANDS MISSILE RANGE ROUTE 12
 DS0196'FROM THE STORE AT OSCURO, THENCE 20.55 MILES NORTHWEST ALONG WHITE
 DS0196'SANDS MISSILE RANGE ROUTE 9, THENCE 7.2 MILES SOUTHWEST ALONG ROAD
 DS0196'NUMBER 332, IN SECTION 30, T 7 S, R 6 E, 38 FEET SOUTHWEST OF THE
 DS0196'CENTER LINE OF THE ROAD, SET IN THE TOP OF A ROCK OUTCROP, 1.2 FEET
 DS0196'SOUTHEAST OF A METAL WITNESS POST, AND ABOUT 3 FEET ABOVE THE LEVEL OF
 DS0196'THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0284 ***********************************************************************
 DS0284  DESIGNATION -  B 344
 DS0284  PID         -  DS0284
 DS0284  STATE/COUNTY-  NM/LINCOLN
 DS0284  USGS QUAD   -  OSCURA PEAK (1982)
 DS0284
 DS0284                         *CURRENT SURVEY CONTROL
 DS0284  ___________________________________________________________________
 DS0284* NAD 83(1986)-  33 39 22.     (N)    106 17 34.     (W)     SCALED    
 DS0284* NAVD 88     -      1623.818  (meters)    5327.48   (feet)  ADJUSTED  
 DS0284  ___________________________________________________________________
 DS0284  GEOID HEIGHT-         -21.42  (meters)                     GEOID03
 DS0284  DYNAMIC HT  -        1621.402 (meters)    5319.55  (feet)  COMP
 DS0284  MODELED GRAV-     979,092.3   (mgal)                       NAVD 88
 DS0284
 DS0284  VERT ORDER  -  SECOND    CLASS 0
 DS0284
 DS0284.The horizontal coordinates were scaled from a topographic map and have
 DS0284.an estimated accuracy of +/- 6 seconds.
 DS0284
 DS0284.The orthometric height was determined by differential leveling
 DS0284.and adjusted by the National Geodetic Survey in June 1991..
 DS0284
 DS0284.The geoid height was determined by GEOID03.
 DS0284
 DS0284.The dynamic height is computed by dividing the NAVD 88
 DS0284.geopotential number by the normal gravity value computed on the
 DS0284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0284.degrees latitude (g = 980.6199 gals.).
 DS0284
 DS0284.The modeled gravity was interpolated from observed gravity values.
 DS0284
 DS0284;                    North         East    Units  Estimated Accuracy
 DS0284;SPC NM C     -   294,520.      496,030.      MT  (+/- 180 meters Scaled)
 DS0284
 DS0284                          SUPERSEDED SURVEY CONTROL
 DS0284
 DS0284  NGVD 29 (??/??/92) 1623.053  (m)         5324.97   (f) ADJ UNCH    2 0
 DS0284
 DS0284.Superseded values are not recommended for survey control.
 DS0284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0284.See file dsdata.txt to determine how the superseded data were derived.
 DS0284
 DS0284_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT801247(NAD 83)
 DS0284_MARKER: DB = BENCH MARK DISK
 DS0284_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0284_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0284_STAMPING: B 344 1969
 DS0284_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0284+STABILITY: SURFACE MOTION
 DS0284
 DS0284  HISTORY     - Date     Condition        Report By
 DS0284  HISTORY     - 1969     MONUMENTED       CGS
 DS0284
 DS0284                          STATION DESCRIPTION
 DS0284
 DS0284'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 DS0284'21.6 MI NW FROM OSCURO.
 DS0284'ABOUT 7.75 MILES NORTHWEST ALONG WHITE SANDS MISSILE RANGE ROUTE 12
 DS0284'FROM THE STORE AT OSCURO, THENCE 5.55 MILES NORTHWEST ALONG WHITE
 DS0284'SANDS MISSILE RANGE ROUTE 9, THENCE 8.3 MILES NORTHWEST ALONG ROAD
 DS0284'NUMBER 331, IN SECTION 2, T 8 S, R 6 E, 59 FEET SOUTHWEST OF THE
 DS0284'CENTER LINE OF THE ROAD, 2.3 FEET NORTHEAST OF A METAL WITNESS POST,
 DS0284'ABOUT 3 FEET ABOVE THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A
 DS0284'CONCRETE POST WHICH PROJECTS 5 INCHES ABOVE THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0625 ***********************************************************************
 CW0625  DESIGNATION -  B 345
 CW0625  PID         -  CW0625
 CW0625  STATE/COUNTY-  NM/EDDY
 CW0625  USGS QUAD   -  CARLSBAD EAST (1985)
 CW0625
 CW0625                         *CURRENT SURVEY CONTROL
 CW0625  ___________________________________________________________________
 CW0625* NAD 83(1986)-  32 25 30.     (N)    104 13 34.     (W)     SCALED    
 CW0625* NAVD 88     -       947.622  (meters)    3108.99   (feet)  POSTED    
 CW0625  ___________________________________________________________________
 CW0625  GEOID HEIGHT-         -24.23  (meters)                     GEOID03
 CW0625  DYNAMIC HT  -         946.280 (meters)    3104.59  (feet)  COMP
 CW0625  MODELED GRAV-     979,190.6   (mgal)                       NAVD 88
 CW0625
 CW0625  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 CW0625
 CW0625.The horizontal coordinates were scaled from a topographic map and have
 CW0625.an estimated accuracy of +/- 6 seconds.
 CW0625
 CW0625.The orthometric height was determined by differential leveling
 CW0625.and adjusted by the National Geodetic Survey in 1992..
 CW0625.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 CW0625.rate of 2.1 thru 3.0 mm/km.
 CW0625
 CW0625.The geoid height was determined by GEOID03.
 CW0625
 CW0625.The dynamic height is computed by dividing the NAVD 88
 CW0625.geopotential number by the normal gravity value computed on the
 CW0625.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0625.degrees latitude (g = 980.6199 gals.).
 CW0625
 CW0625.The modeled gravity was interpolated from observed gravity values.
 CW0625
 CW0625;                    North         East    Units  Estimated Accuracy
 CW0625;SPC NM E     -   158,000.      175,080.      MT  (+/- 180 meters Scaled)
 CW0625
 CW0625                          SUPERSEDED SURVEY CONTROL
 CW0625
 CW0625  NGVD 29 (??/??/92)  947.146  (m)         3107.43   (f) ADJ UNCH    1 1
 CW0625
 CW0625.Superseded values are not recommended for survey control.
 CW0625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0625.See file dsdata.txt to determine how the superseded data were derived.
 CW0625
 CW0625_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SER727878(NAD 83)
 CW0625_MARKER: DB = BENCH MARK DISK
 CW0625_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CW0625_SP_SET: 13 FT.
 CW0625_STAMPING: B 345 1977
 CW0625_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CW0625
 CW0625  HISTORY     - Date     Condition        Report By
 CW0625  HISTORY     - 1977     MONUMENTED       NGS
 CW0625  HISTORY     - 20050709 GOOD             USPSQD
 CW0625
 CW0625                          STATION DESCRIPTION
 CW0625
 CW0625'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CW0625'0.4 MI NORTH FROM CARLSBAD.
 CW0625'0.4 MILE NORTH ALONG THE ATCHISON TOPEKA AND SANTA FE RAILWAY FROM
 CW0625'THE STATION, ABOUT 1 BLOCK WEST ALONG EAST HAGERMAN STREET FROM THE
 CW0625'TRACKS, AT THE NORTHEAST CORNER OF THE JUNCTION OF EAST HAGERMAN
 CW0625'STREET AND NORTH MAIN STREET, 38 FT. NORTH OF THE CENTER LINE OF EAST
 CW0625'HAGERMAN STREET, 22.5 FT. EAST OF THE EAST CURB OF NORTH MAIN STREET,
 CW0625'16 FT. NORTHEAST OF THE CENTER OF A FIRE HYDRANT, 30.0 FT. WEST OF
 CW0625'THE SOUTHWEST CORNER OF A CITY CONCRETE BLOCK MAINTENANCE BUILDING,
 CW0625'2 FT. SOUTH OF THE SOUTHWEST CORNER OF A MESH WIRE FENCE, THE DISK
 CW0625'IS 0.2 FT. BELOW THE LEVEL OF THE GROUND ACCESS TO WHICH IS HAD
 CW0625'THROUGH A 4-INCH PLASTIC SCREW PLUG FLUSH WITH THE GROUND.
 CW0625
 CW0625                          STATION RECOVERY (2005)
 CW0625
 CW0625'RECOVERY NOTE BY US POWER SQUADRON 2005 (BJK)
 CW0625'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0608 ***********************************************************************
 CW0608  DESIGNATION -  B 346
 CW0608  PID         -  CW0608
 CW0608  STATE/COUNTY-  NM/EDDY
 CW0608  USGS QUAD   -  INDIAN FLATS (1985)
 CW0608
 CW0608                         *CURRENT SURVEY CONTROL
 CW0608  ___________________________________________________________________
 CW0608* NAD 83(1986)-  32 25 32.     (N)    104 04 18.     (W)     SCALED    
 CW0608* NAVD 88     -       962.235  (meters)    3156.93   (feet)  ADJUSTED  
 CW0608  ___________________________________________________________________
 CW0608  GEOID HEIGHT-         -24.41  (meters)                     GEOID03
 CW0608  DYNAMIC HT  -         960.858 (meters)    3152.41  (feet)  COMP
 CW0608  MODELED GRAV-     979,175.6   (mgal)                       NAVD 88
 CW0608
 CW0608  VERT ORDER  -  FIRST     CLASS I
 CW0608
 CW0608.The horizontal coordinates were scaled from a topographic map and have
 CW0608.an estimated accuracy of +/- 6 seconds.
 CW0608
 CW0608.The orthometric height was determined by differential leveling
 CW0608.and adjusted by the National Geodetic Survey in June 1991..
 CW0608
 CW0608.The geoid height was determined by GEOID03.
 CW0608
 CW0608.The dynamic height is computed by dividing the NAVD 88
 CW0608.geopotential number by the normal gravity value computed on the
 CW0608.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0608.degrees latitude (g = 980.6199 gals.).
 CW0608
 CW0608.The modeled gravity was interpolated from observed gravity values.
 CW0608
 CW0608;                    North         East    Units  Estimated Accuracy
 CW0608;SPC NM E     -   158,080.      189,610.      MT  (+/- 180 meters Scaled)
 CW0608
 CW0608                          SUPERSEDED SURVEY CONTROL
 CW0608
 CW0608  NGVD 29 (??/??/92)  961.745  (m)         3155.33   (f) ADJ UNCH    1 1
 CW0608
 CW0608.Superseded values are not recommended for survey control.
 CW0608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0608.See file dsdata.txt to determine how the superseded data were derived.
 CW0608
 CW0608_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SER872879(NAD 83)
 CW0608_MARKER: DB = BENCH MARK DISK
 CW0608_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CW0608_SP_SET: BUILDING
 CW0608_STAMPING: B 346 1977
 CW0608_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CW0608
 CW0608  HISTORY     - Date     Condition        Report By
 CW0608  HISTORY     - 1977     MONUMENTED       NGS
 CW0608  HISTORY     - 1981     GOOD             NGS
 CW0608
 CW0608                          STATION DESCRIPTION
 CW0608
 CW0608'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CW0608'9.25 MI EAST FROM CARLSBAD.
 CW0608'2.45 MILES NORTHEAST ALONG U.S. HIGHWAYS 62 AND 180  FROM THE EAST END
 CW0608'OF THE BATAAN BRIDGE OVER THE PECOS RIVER, THENCE 6.8 MILES EAST
 CW0608'ALONG A PIPE LINE ROAD, AT A CONCRETE BLOCK PUMPHOUSE, 0.05 MILE WEST
 CW0608'OF A CATTLEGUARD, 47.5 FT. NORTH OF THE CENTER LINE OF THE ROAD,
 CW0608'SET VERTICALLY IN THE NORTH FACE OF THE CONCRETE FOUNDATION OF THE
 CW0608'PUMPHOUSE BUILDING, 0.6 FT. WEST OF THE NORTHEAST CORNER OF THE
 CW0608'BUILDING.
 CW0608
 CW0608                          STATION RECOVERY (1981)
 CW0608
 CW0608'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CW0608'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0639 ***********************************************************************
 CW0639  DESIGNATION -  B 347
 CW0639  PID         -  CW0639
 CW0639  STATE/COUNTY-  NM/EDDY
 CW0639  USGS QUAD   -  RATTLESNAKE SPRING (1978)
 CW0639
 CW0639                         *CURRENT SURVEY CONTROL
 CW0639  ___________________________________________________________________
 CW0639* NAD 83(1986)-  32 07 02.     (N)    104 27 21.     (W)     SCALED    
 CW0639* NAVD 88     -      1097.923  (meters)    3602.10   (feet)  ADJUSTED  
 CW0639  ___________________________________________________________________
 CW0639  GEOID HEIGHT-         -24.06  (meters)                     GEOID03
 CW0639  DYNAMIC HT  -        1096.292 (meters)    3596.75  (feet)  COMP
 CW0639  MODELED GRAV-     979,117.0   (mgal)                       NAVD 88
 CW0639
 CW0639  VERT ORDER  -  FIRST     CLASS I
 CW0639
 CW0639.The horizontal coordinates were scaled from a topographic map and have
 CW0639.an estimated accuracy of +/- 6 seconds.
 CW0639
 CW0639.The orthometric height was determined by differential leveling
 CW0639.and adjusted by the National Geodetic Survey in June 1991..
 CW0639
 CW0639.The geoid height was determined by GEOID03.
 CW0639
 CW0639.The dynamic height is computed by dividing the NAVD 88
 CW0639.geopotential number by the normal gravity value computed on the
 CW0639.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0639.degrees latitude (g = 980.6199 gals.).
 CW0639
 CW0639.The modeled gravity was interpolated from observed gravity values.
 CW0639
 CW0639;                    North         East    Units  Estimated Accuracy
 CW0639;SPC NM E     -   123,870.      153,440.      MT  (+/- 180 meters Scaled)
 CW0639
 CW0639                          SUPERSEDED SURVEY CONTROL
 CW0639
 CW0639  NGVD 29 (??/??/92) 1097.390  (m)         3600.35   (f) ADJ UNCH    1 1
 CW0639
 CW0639.Superseded values are not recommended for survey control.
 CW0639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0639.See file dsdata.txt to determine how the superseded data were derived.
 CW0639
 CW0639_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SER513535(NAD 83)
 CW0639_MARKER: DB = BENCH MARK DISK
 CW0639_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CW0639_SP_SET: 35 FT.
 CW0639_STAMPING: B 347 1977
 CW0639_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CW0639
 CW0639  HISTORY     - Date     Condition        Report By
 CW0639  HISTORY     - 1977     MONUMENTED       NGS
 CW0639
 CW0639                          STATION DESCRIPTION
 CW0639
 CW0639'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CW0639'6.7 MI SW FROM WHITES CITY.
 CW0639'2.05 MILES SOUTHWEST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE
 CW0639'JUNCTION OF STATE HIGHWAY 7 AT WHITES CITY, THENCE 3.65 MILES
 CW0639'SOUTHWEST ALONG OLD HIGHWAY 62, THENCE 0.95 MILE SOUTHWEST ALONG
 CW0639'A DIRT ROAD TO A GATE THAT IS 0.3 MILE ALONG A PAVED ROAD FROM THE
 CW0639'WASHINGTON RANCH HEADQUARTERS, THENCE 0.05 MILE SOUTH ALONG A
 CW0639'PAVED ROAD, 35 FT. EAST OF THE CENTER LINE OF THE PAVED ROAD,
 CW0639'54 FT. NORTHWEST OF THE NORTHWEST CORNER OF A ONE STORY ROCK
 CW0639'HOUSE, 22 FT. NORTH OF THE CENTER LINE OF A GRAVEL ROAD LEADING
 CW0639'EAST TO SOME SMALL ROCK HOMES, 2.0 FT. NORTH OF THE MOST NORTHERLY
 CW0639'POWER LINE POLE WITH A TRANSFORMER, STREET LIGHT AND TWO GUY LINES
 CW0639'TO AN ANCHOR, DISK IS 1.5 FT. BELOW GROUND LEVEL, ACCESS TO WHICH
 CW0639'IS HAD THROUGH A 4-INCH PLASTIC CAP 1 FT. BELOW GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0517 ***********************************************************************
 CV0517  DESIGNATION -  B 348
 CV0517  PID         -  CV0517
 CV0517  STATE/COUNTY-  NM/EDDY
 CV0517  USGS QUAD   -  LIVINGSTON RIDGE (1985)
 CV0517
 CV0517                         *CURRENT SURVEY CONTROL
 CV0517  ___________________________________________________________________
 CV0517* NAD 83(1986)-  32 23 48.     (N)    103 45 26.     (W)     SCALED    
 CV0517* NAVD 88     -      1070.153  (meters)    3510.99   (feet)  ADJUSTED  
 CV0517  ___________________________________________________________________
 CV0517  GEOID HEIGHT-         -24.19  (meters)                     GEOID03
 CV0517  DYNAMIC HT  -        1068.607 (meters)    3505.92  (feet)  COMP
 CV0517  MODELED GRAV-     979,158.1   (mgal)                       NAVD 88
 CV0517
 CV0517  VERT ORDER  -  FIRST     CLASS I
 CV0517
 CV0517.The horizontal coordinates were scaled from a topographic map and have
 CV0517.an estimated accuracy of +/- 6 seconds.
 CV0517
 CV0517.The orthometric height was determined by differential leveling
 CV0517.and adjusted by the National Geodetic Survey in June 1991..
 CV0517.WARNING-Repeat measurements at this control monument indicate possible
 CV0517.vertical movement.
 CV0517
 CV0517.The geoid height was determined by GEOID03.
 CV0517
 CV0517.The dynamic height is computed by dividing the NAVD 88
 CV0517.geopotential number by the normal gravity value computed on the
 CV0517.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0517.degrees latitude (g = 980.6199 gals.).
 CV0517
 CV0517.The modeled gravity was interpolated from observed gravity values.
 CV0517
 CV0517;                    North         East    Units  Estimated Accuracy
 CV0517;SPC NM E     -   155,000.      219,200.      MT  (+/- 180 meters Scaled)
 CV0517
 CV0517                          SUPERSEDED SURVEY CONTROL
 CV0517
 CV0517  NGVD 29 (??/??/92) 1069.652  (m)         3509.35   (f) ADJ UNCH    1 1
 CV0517
 CV0517.Superseded values are not recommended for survey control.
 CV0517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0517.See file dsdata.txt to determine how the superseded data were derived.
 CV0517
 CV0517_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFR168850(NAD 83)
 CV0517_MARKER: DB = BENCH MARK DISK
 CV0517_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CV0517_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CV0517_STAMPING: B 348 1977
 CV0517_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CV0517
 CV0517  HISTORY     - Date     Condition        Report By
 CV0517  HISTORY     - 1977     MONUMENTED       NGS
 CV0517  HISTORY     - 1981     GOOD             NGS
 CV0517
 CV0517                          STATION DESCRIPTION
 CV0517
 CV0517'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CV0517'40.4 MI EAST FROM CARLSBAD.
 CV0517'17.2 MILES NORTHEAST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE EAST END
 CV0517'OF THE BATAAN BRIDGE OVER THE PECOS RIVER, THENCE 7.8 MILES SOUTH
 CV0517'ALONG STATE HIGHWAY 31, THENCE 5.05 MILES EAST ALONG A DIRT ROAD,
 CV0517'THENCE 3.7 MILES SOUTH ALONG A DIRT ROAD, THENCE 6.65 MILES EAST
 CV0517'ALONG A PIPE LINE ROAD, AT THE JUNCTION OF A SHORT DIRT ROAD
 CV0517'LEADING SOUTH TO A DIRT PAD FOR ERDA POTASH DRILL HOLE P 21, 132 FT.
 CV0517'SOUTH OF THE CENTER LINE OF THE ROAD, 38 FT. WEST OF THE EXTENDED
 CV0517'CENTER LINE OF THE ROAD TO THE PAD.  A DISK CEMENTED IN THE TOP OF A
 CV0517'4-INCH IRON PIPE WELL CASING WHICH PROJECTS 1.0 FT. ABOVE THE GROUND,
 CV0517'THE DEPTH OF THE PIPE IS UNKNOWN.
 CV0517
 CV0517                          STATION RECOVERY (1981)
 CV0517
 CV0517'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CV0517'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0482 ***********************************************************************
 CV0482  DESIGNATION -  B 349
 CV0482  PID         -  CV0482
 CV0482  STATE/COUNTY-  NM/EDDY
 CV0482  USGS QUAD   -  LOS MEDANOS (1985)
 CV0482
 CV0482                         *CURRENT SURVEY CONTROL
 CV0482  ___________________________________________________________________
 CV0482* NAD 83(1986)-  32 20 14.     (N)    103 49 58.     (W)     SCALED    
 CV0482* NAVD 88     -      1003.293  (meters)    3291.64   (feet)  ADJUSTED  
 CV0482  ___________________________________________________________________
 CV0482  GEOID HEIGHT-         -24.62  (meters)                     GEOID03
 CV0482  DYNAMIC HT  -        1001.842 (meters)    3286.88  (feet)  COMP
 CV0482  MODELED GRAV-     979,158.4   (mgal)                       NAVD 88
 CV0482
 CV0482  VERT ORDER  -  FIRST     CLASS I
 CV0482
 CV0482.The horizontal coordinates were scaled from a topographic map and have
 CV0482.an estimated accuracy of +/- 6 seconds.
 CV0482
 CV0482.The orthometric height was determined by differential leveling
 CV0482.and adjusted by the National Geodetic Survey in June 1991..
 CV0482
 CV0482.The geoid height was determined by GEOID03.
 CV0482
 CV0482.The dynamic height is computed by dividing the NAVD 88
 CV0482.geopotential number by the normal gravity value computed on the
 CV0482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0482.degrees latitude (g = 980.6199 gals.).
 CV0482
 CV0482.The modeled gravity was interpolated from observed gravity values.
 CV0482
 CV0482;                    North         East    Units  Estimated Accuracy
 CV0482;SPC NM E     -   148,370.      212,120.      MT  (+/- 180 meters Scaled)
 CV0482
 CV0482                          SUPERSEDED SURVEY CONTROL
 CV0482
 CV0482.No superseded survey control is available for this station.
 CV0482
 CV0482_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFR098784(NAD 83)
 CV0482_MARKER: DB = BENCH MARK DISK
 CV0482_SETTING: 66 = SET IN ROCK OUTCROP
 CV0482_SP_SET: SET IN ROCK OUTCROP
 CV0482_STAMPING: B 349 1977
 CV0482_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CV0482+STABILITY: POSITION/ELEVATION WELL
 CV0482
 CV0482  HISTORY     - Date     Condition        Report By
 CV0482  HISTORY     - 1977     MONUMENTED       NGS
 CV0482  HISTORY     - 1981     MARK NOT FOUND   NGS
 CV0482
 CV0482                          STATION DESCRIPTION
 CV0482
 CV0482'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CV0482'43.15 MI EAST FROM CARLSBAD.
 CV0482'17.2 MILES NORTHEAST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE EAST END
 CV0482'OF THE BATAAN BRIDGE OVER THE PECOS RIVER, THENCE 14.95 MILES SOUTH
 CV0482'ALONG STATE HIGHWAY 31, THENCE 10.2 MILES EAST ALONG STATE HIGHWAY
 CV0482'128, THENCE 0.8 MILE NORTH ALONG A DIRT ROAD, 0.2 MILE NORTH OF A
 CV0482'POWER LINE CROSSING, AT THE JUNCTION OF A DIRT ROAD LEADING EAST,
 CV0482'40 FT. WEST OF THE CENTER LINE OF THE ROAD, 197 FT. SOUTH OF THE
 CV0482'EXTENDED CENTER LINE OF THE ROAD LEADING EAST, IN THE TOP OF AN
 CV0482'OUTCROP, 0.4 FT. UNDERGROUND, 54.5 FT. SOUTHWEST OF THE SOUTHWEST
 CV0482'CORNER OF A STEEL CATTLEGUARD, 13 FT. NORTH OF THE NORTH ENTRANCE
 CV0482'ROAD TO A BORROW PIT.
 CV0482
 CV0482                          STATION RECOVERY (1981)
 CV0482
 CV0482'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CV0482'NOT RECOVERED THIS DATE IN L24247.  THE WITNESS POST IS STILL IN
 CV0482'PLACE BUT THE MARK SITE IS NOW A ROAD LEADING INTO A CLECHEE PIT
 CV0482'AND HAS BEEN GRADED ABOUT 3 FEET BELOW THE ORIGINAL MARK SITE.  THE
 CV0482'DISK WAS NOT RECOVERED BUT SHOULD BE CONSIDERED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0247 ***********************************************************************
 CV0247  DESIGNATION -  B 35
 CV0247  PID         -  CV0247
 CV0247  STATE/COUNTY-  NM/LEA
 CV0247  USGS QUAD   -  LOVINGTON NW (1985)
 CV0247
 CV0247                         *CURRENT SURVEY CONTROL
 CV0247  ___________________________________________________________________
 CV0247* NAD 83(1986)-  32 56 34.     (N)    103 25 47.     (W)     SCALED    
 CV0247* NAVD 88     -      1215.301  (meters)    3987.20   (feet)  ADJUSTED  
 CV0247  ___________________________________________________________________
 CV0247  GEOID HEIGHT-         -21.81  (meters)                     GEOID03
 CV0247  DYNAMIC HT  -        1213.631 (meters)    3981.72  (feet)  COMP
 CV0247  MODELED GRAV-     979,220.7   (mgal)                       NAVD 88
 CV0247
 CV0247  VERT ORDER  -  FIRST     CLASS II
 CV0247
 CV0247.The horizontal coordinates were scaled from a topographic map and have
 CV0247.an estimated accuracy of +/- 6 seconds.
 CV0247
 CV0247.The orthometric height was determined by differential leveling
 CV0247.and adjusted by the National Geodetic Survey in June 1991..
 CV0247
 CV0247.The geoid height was determined by GEOID03.
 CV0247
 CV0247.The dynamic height is computed by dividing the NAVD 88
 CV0247.geopotential number by the normal gravity value computed on the
 CV0247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0247.degrees latitude (g = 980.6199 gals.).
 CV0247
 CV0247.The modeled gravity was interpolated from observed gravity values.
 CV0247
 CV0247;                    North         East    Units  Estimated Accuracy
 CV0247;SPC NM E     -   215,770.      249,490.      MT  (+/- 180 meters Scaled)
 CV0247
 CV0247                          SUPERSEDED SURVEY CONTROL
 CV0247
 CV0247  NGVD 29 (??/??/92) 1214.851  (m)         3985.72   (f) ADJ UNCH    1 2
 CV0247
 CV0247.Superseded values are not recommended for survey control.
 CV0247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0247.See file dsdata.txt to determine how the superseded data were derived.
 CV0247
 CV0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFS467460(NAD 83)
 CV0247_MARKER: DB = BENCH MARK DISK
 CV0247_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0247_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CV0247_STAMPING: B-35 1933
 CV0247_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CV0247+STABILITY: SURFACE MOTION
 CV0247
 CV0247  HISTORY     - Date     Condition        Report By
 CV0247  HISTORY     - 1933     MONUMENTED       CGS
 CV0247  HISTORY     - 1934     GOOD             NGS
 CV0247
 CV0247                          STATION DESCRIPTION
 CV0247
 CV0247'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CV0247'5.4 MI W FROM LOVINGTON.
 CV0247'5.4 MI WEST OF LOVINGTON COURTHOUSE ON HWY NO. 83 ABOUT 0.2 MILES EAST
 CV0247'OF A RANCH HOUSE AND 27 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 CV0247'10 FEET NORTH OF A FENCE LINE AND ABOUT 55 FEET EAST OF POLE 1933 AND
 CV0247'IN THE LINE OF POLES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0589 ***********************************************************************
 CV0589  DESIGNATION -  B 350
 CV0589  PID         -  CV0589
 CV0589  STATE/COUNTY-  NM/EDDY
 CV0589  USGS QUAD   -  BOOTLEG RIDGE (1984)
 CV0589
 CV0589                         *CURRENT SURVEY CONTROL
 CV0589  ___________________________________________________________________
 CV0589* NAD 83(1986)-  32 21 28.     (N)    103 44 28.     (W)     SCALED    
 CV0589* NAVD 88     -      1066.221  (meters)    3498.09   (feet)  ADJUSTED  
 CV0589  ___________________________________________________________________
 CV0589  GEOID HEIGHT-         -24.33  (meters)                     GEOID03
 CV0589  DYNAMIC HT  -        1064.674 (meters)    3493.02  (feet)  COMP
 CV0589  MODELED GRAV-     979,151.1   (mgal)                       NAVD 88
 CV0589
 CV0589  VERT ORDER  -  FIRST     CLASS I
 CV0589
 CV0589.The horizontal coordinates were scaled from a topographic map and have
 CV0589.an estimated accuracy of +/- 6 seconds.
 CV0589
 CV0589.The orthometric height was determined by differential leveling
 CV0589.and adjusted by the National Geodetic Survey in June 1991..
 CV0589
 CV0589.The geoid height was determined by GEOID03.
 CV0589
 CV0589.The dynamic height is computed by dividing the NAVD 88
 CV0589.geopotential number by the normal gravity value computed on the
 CV0589.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0589.degrees latitude (g = 980.6199 gals.).
 CV0589
 CV0589.The modeled gravity was interpolated from observed gravity values.
 CV0589
 CV0589;                    North         East    Units  Estimated Accuracy
 CV0589;SPC NM E     -   150,690.      220,740.      MT  (+/- 180 meters Scaled)
 CV0589
 CV0589                          SUPERSEDED SURVEY CONTROL
 CV0589
 CV0589  NGVD 29 (??/??/92) 1065.717  (m)         3496.44   (f) ADJ UNCH    1 1
 CV0589
 CV0589.Superseded values are not recommended for survey control.
 CV0589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0589.See file dsdata.txt to determine how the superseded data were derived.
 CV0589
 CV0589_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFR184807(NAD 83)
 CV0589_MARKER: DB = BENCH MARK DISK
 CV0589_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CV0589_SP_SET: 13 FT.
 CV0589_STAMPING: B 350 1977
 CV0589_MARK LOGO: NGS   
 CV0589_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CV0589
 CV0589  HISTORY     - Date     Condition        Report By
 CV0589  HISTORY     - 1977     MONUMENTED       NGS
 CV0589  HISTORY     - 1981     GOOD             NGS
 CV0589
 CV0589                          STATION DESCRIPTION
 CV0589
 CV0589'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CV0589'48.85 MI EAST FROM CARLSBAD.
 CV0589'17.2 MILES NORTHEAST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE EAST END
 CV0589'OF THE BATAAN BRIDGE OVER THE PECOS RIVER, THENCE 14.95 MILES SOUTH
 CV0589'ALONG STATE HIGHWAY 31, THENCE 10.2 MILES EAST ALONG STATE HIGHWAY
 CV0589'128, THENCE 0.4 MILES NORTH ALONG A DIRT ROAD, THENCE 1.55 MILES
 CV0589'SOUTHEAST ALONG A DIRT ROAD, THENCE 4.55 MILES NORTHEAST ALONG A DIRT
 CV0589'ROAD, 0.9 MILE SOUTH OF BENCH MARK D 350, 50 FT. WEST OF THE CENTER
 CV0589'OF THE JUNCTION OF A NORTH-SOUTH DIRT ROAD, 31 FT. NORTHWEST OF THE
 CV0589'CENTER LINE OF THE ROAD, 49 FT. WEST OF THE CENTER LINE OF THE ROAD
 CV0589'LEADING NORTH, THE DISK IS 0.2 FT. BELOW THE LEVEL OF THE GROUND,
 CV0589'ACCESS TO WHICH IS HAD THROUGH A 4-INCH PLASTIC SCREW PLUG FLUSH
 CV0589'WITH THE GROUND.
 CV0589
 CV0589                          STATION RECOVERY (1981)
 CV0589
 CV0589'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CV0589'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0543 ***********************************************************************
 CV0543  DESIGNATION -  B 351
 CV0543  PID         -  CV0543
 CV0543  STATE/COUNTY-  NM/EDDY
 CV0543  USGS QUAD   -  TOWER HILL NORTH (1985)
 CV0543
 CV0543                         *CURRENT SURVEY CONTROL
 CV0543  ___________________________________________________________________
 CV0543* NAD 83(1986)-  32 30 09.     (N)    103 54 08.     (W)     SCALED    
 CV0543* NAVD 88     -      1027.890  (meters)    3372.34   (feet)  ADJUSTED  
 CV0543  ___________________________________________________________________
 CV0543  GEOID HEIGHT-         -23.97  (meters)                     GEOID03
 CV0543  DYNAMIC HT  -        1026.428 (meters)    3367.54  (feet)  COMP
 CV0543  MODELED GRAV-     979,181.8   (mgal)                       NAVD 88
 CV0543
 CV0543  VERT ORDER  -  FIRST     CLASS I
 CV0543
 CV0543.The horizontal coordinates were scaled from a topographic map and have
 CV0543.an estimated accuracy of +/- 6 seconds.
 CV0543
 CV0543.The orthometric height was determined by differential leveling
 CV0543.and adjusted by the National Geodetic Survey in June 1991..
 CV0543
 CV0543.The geoid height was determined by GEOID03.
 CV0543
 CV0543.The dynamic height is computed by dividing the NAVD 88
 CV0543.geopotential number by the normal gravity value computed on the
 CV0543.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0543.degrees latitude (g = 980.6199 gals.).
 CV0543
 CV0543.The modeled gravity was interpolated from observed gravity values.
 CV0543
 CV0543;                    North         East    Units  Estimated Accuracy
 CV0543;SPC NM E     -   166,670.      205,510.      MT  (+/- 180 meters Scaled)
 CV0543
 CV0543                          SUPERSEDED SURVEY CONTROL
 CV0543
 CV0543  NGVD 29 (??/??/92) 1027.403  (m)         3370.74   (f) ADJ UNCH    1 1
 CV0543
 CV0543.Superseded values are not recommended for survey control.
 CV0543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0543.See file dsdata.txt to determine how the superseded data were derived.
 CV0543
 CV0543_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFR031966(NAD 83)
 CV0543_MARKER: DB = BENCH MARK DISK
 CV0543_SETTING: 66 = SET IN ROCK OUTCROP
 CV0543_SP_SET: OUTCROP
 CV0543_STAMPING: B 351 1977
 CV0543_MARK LOGO: NGS   
 CV0543_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CV0543+STABILITY: POSITION/ELEVATION WELL
 CV0543
 CV0543  HISTORY     - Date     Condition        Report By
 CV0543  HISTORY     - 1977     MONUMENTED       NGS
 CV0543  HISTORY     - 1981     GOOD             NGS
 CV0543
 CV0543                          STATION DESCRIPTION
 CV0543
 CV0543'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CV0543'22.2 MI EAST FROM CARLSBAD.
 CV0543'19.6 MILES NORTHEAST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE EAST END
 CV0543'OF THE BATAAN BRIDGE OVER THE PECOS RIVER, THENCE 1.65 MILES SOUTHEAST
 CV0543'ALONG A DIRT ROAD, THENCE 0.7 MILE EAST ALONG A DIRT ROAD ALONG A
 CV0543'POWER LINE, THENCE 0.25 MILE SOUTH ALONG A TRACK ROAD OVER THE SUMMIT
 CV0543'OF A HILL, 0.15 MILE NORTHEAST ACROSS COUNTRY FROM THE NORTHEAST
 CV0543'CORNER OF A STOCK PEN, ON THE SOUTH SLOPE OF A HILL, 8.5 FT. EAST OF
 CV0543'THE CENTER LINE OF THE ROAD, IN THE TOP OF AN OUTCROP WHICH PROJECTS
 CV0543'0.2 FT. ABOVE THE GROUND, ABOUT 0.65 MILE NORTHEAST OF BENCH MARK
 CV0543'F 97.
 CV0543
 CV0543                          STATION RECOVERY (1981)
 CV0543
 CV0543'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CV0543'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0638 ***********************************************************************
 CV0638  DESIGNATION -  B 352
 CV0638  PID         -  CV0638
 CV0638  STATE/COUNTY-  NM/LEA
 CV0638  USGS QUAD   -  WILLIAMS SINK (1985)
 CV0638
 CV0638                         *CURRENT SURVEY CONTROL
 CV0638  ___________________________________________________________________
 CV0638* NAD 83(1986)-  32 32 10.     (N)    103 46 57.     (W)     SCALED    
 CV0638* NAVD 88     -      1071.919  (meters)    3516.79   (feet)  ADJUSTED  
 CV0638  ___________________________________________________________________
 CV0638  GEOID HEIGHT-         -23.59  (meters)                     GEOID03
 CV0638  DYNAMIC HT  -        1070.398 (meters)    3511.80  (feet)  COMP
 CV0638  MODELED GRAV-     979,182.3   (mgal)                       NAVD 88
 CV0638
 CV0638  VERT ORDER  -  FIRST     CLASS I
 CV0638
 CV0638.The horizontal coordinates were scaled from a topographic map and have
 CV0638.an estimated accuracy of +/- 6 seconds.
 CV0638
 CV0638.The orthometric height was determined by differential leveling
 CV0638.and adjusted by the National Geodetic Survey in June 1991..
 CV0638
 CV0638.The geoid height was determined by GEOID03.
 CV0638
 CV0638.The dynamic height is computed by dividing the NAVD 88
 CV0638.geopotential number by the normal gravity value computed on the
 CV0638.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0638.degrees latitude (g = 980.6199 gals.).
 CV0638
 CV0638.The modeled gravity was interpolated from observed gravity values.
 CV0638
 CV0638;                    North         East    Units  Estimated Accuracy
 CV0638;SPC NM E     -   170,450.      216,740.      MT  (+/- 180 meters Scaled)
 CV0638
 CV0638                          SUPERSEDED SURVEY CONTROL
 CV0638
 CV0638  NGVD 29 (??/??/92) 1071.434  (m)         3515.20   (f) ADJ UNCH    1 1
 CV0638
 CV0638.Superseded values are not recommended for survey control.
 CV0638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0638.See file dsdata.txt to determine how the superseded data were derived.
 CV0638
 CV0638_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFS143005(NAD 83)
 CV0638_MARKER: DB = BENCH MARK DISK
 CV0638_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CV0638_SP_SET: CULVERT
 CV0638_STAMPING: B 352 1977
 CV0638_MARK LOGO: NGS   
 CV0638_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CV0638
 CV0638  HISTORY     - Date     Condition        Report By
 CV0638  HISTORY     - 1977     MONUMENTED       NGS
 CV0638  HISTORY     - 1982     GOOD             NGS
 CV0638
 CV0638                          STATION DESCRIPTION
 CV0638
 CV0638'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CV0638'28.65 MI NE FROM CARLSBAD.
 CV0638'28.65 MILES NORTHEAST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE EAST END
 CV0638'OF THE BATAAN BRIDGE OVER THE PECOS RIVER, 0.35 MILE NORTHEAST OF
 CV0638'MILEPOST 64, 17 FT. NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, IN
 CV0638'THE TOP OF THE SOUTHWEST END OF THE NORTHWEST CONCRETE HEAD WALL OF
 CV0638'A 5 BY 7 FT. CONCRETE BOX CULVERT, 0.6 FT. NORTHEAST OF THE SOUTHWEST
 CV0638'END OF THE HEAD WALL.
 CV0638
 CV0638                          STATION RECOVERY (1982)
 CV0638
 CV0638'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CV0638'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0649 ***********************************************************************
 CV0649  DESIGNATION -  B 353
 CV0649  PID         -  CV0649
 CV0649  STATE/COUNTY-  NM/LEA
 CV0649  USGS QUAD   -  EUNICE (1979)
 CV0649
 CV0649                         *CURRENT SURVEY CONTROL
 CV0649  ___________________________________________________________________
 CV0649* NAD 83(1986)-  32 23 52.     (N)    103 08 24.     (W)     SCALED    
 CV0649* NAVD 88     -      1025.715  (meters)    3365.20   (feet)  ADJUSTED  
 CV0649  ___________________________________________________________________
 CV0649  GEOID HEIGHT-         -22.29  (meters)                     GEOID03
 CV0649  DYNAMIC HT  -        1024.320 (meters)    3360.62  (feet)  COMP
 CV0649  MODELED GRAV-     979,242.8   (mgal)                       NAVD 88
 CV0649
 CV0649  VERT ORDER  -  FIRST     CLASS I
 CV0649
 CV0649.The horizontal coordinates were scaled from a topographic map and have
 CV0649.an estimated accuracy of +/- 6 seconds.
 CV0649
 CV0649.The orthometric height was determined by differential leveling
 CV0649.and adjusted by the National Geodetic Survey in June 1991..
 CV0649.WARNING-Repeat measurements at this control monument indicate possible
 CV0649.vertical movement.
 CV0649
 CV0649.The geoid height was determined by GEOID03.
 CV0649
 CV0649.The dynamic height is computed by dividing the NAVD 88
 CV0649.geopotential number by the normal gravity value computed on the
 CV0649.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0649.degrees latitude (g = 980.6199 gals.).
 CV0649
 CV0649.The modeled gravity was interpolated from observed gravity values.
 CV0649
 CV0649;                    North         East    Units  Estimated Accuracy
 CV0649;SPC NM E     -   155,600.      277,270.      MT  (+/- 180 meters Scaled)
 CV0649
 CV0649                          SUPERSEDED SURVEY CONTROL
 CV0649
 CV0649  NGVD 29 (??/??/92) 1025.300  (m)         3363.84   (f) ADJ UNCH    1 1
 CV0649
 CV0649.Superseded values are not recommended for survey control.
 CV0649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0649.See file dsdata.txt to determine how the superseded data were derived.
 CV0649
 CV0649_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFR749860(NAD 83)
 CV0649_MARKER: DB = BENCH MARK DISK
 CV0649_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CV0649_SP_SET: 26 FT.
 CV0649_STAMPING: B 353 1977
 CV0649_MARK LOGO: NGS   
 CV0649_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CV0649
 CV0649  HISTORY     - Date     Condition        Report By
 CV0649  HISTORY     - 1977     MONUMENTED       NGS
 CV0649  HISTORY     - 1982     GOOD             NGS
 CV0649
 CV0649                          STATION DESCRIPTION
 CV0649
 CV0649'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CV0649'2.6 MI SOUTH FROM EUNICE.
 CV0649'2.6 MILES SOUTH ALONG THE TEXAS NEW MEXICO RAILROAD FROM THE
 CV0649'CROSSING OF STATE HIGHWAY 8 AND 176(TEXAS AVENUE) AT EUNICE,
 CV0649'0.25 MILE NORTH OF MILEPOST 63, 434 FT. WEST OF THE WEST RAIL
 CV0649'OF THE TRACK, 102 FT. NORTHEAST OF THE CENTER LINE OF A DIRT ROAD,
 CV0649'115 FT. EAST OF THE EAST FACE OF THE EAST MOST ONE OF FOUR LARGE
 CV0649'STEEL OIL HOLDING TANKS, 19 FT. SOUTH OF THE SOUTH FACE OF THE
 CV0649'STEEL COVER OF AN OIL PUMP, 2 FT. NORTH OF THE FIRST POWER LINE
 CV0649'POLE EAST OF A POWER LINE POLE WITH A TRANSFORMER, DISK IS 0.4 FT.
 CV0649'BELOW GROUND LEVEL ACCESS TO WHICH IS HAD THROUGH A 4 INCH PLASTIC
 CV0649'SCREW CAP FLUSH WITH THE GROUND.
 CV0649
 CV0649                          STATION RECOVERY (1982)
 CV0649
 CV0649'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CV0649'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0672 ***********************************************************************
 CV0672  DESIGNATION -  B 354
 CV0672  PID         -  CV0672
 CV0672  STATE/COUNTY-  NM/LEA
 CV0672  USGS QUAD   -  SAN SIMON SINK (1984)
 CV0672
 CV0672                         *CURRENT SURVEY CONTROL
 CV0672  ___________________________________________________________________
 CV0672* NAD 83(1986)-  32 19 34.     (N)    103 24 56.     (W)     SCALED    
 CV0672* NAVD 88     -      1024.334  (meters)    3360.67   (feet)  ADJUSTED  
 CV0672  ___________________________________________________________________
 CV0672  GEOID HEIGHT-         -23.58  (meters)                     GEOID03
 CV0672  DYNAMIC HT  -        1022.864 (meters)    3355.85  (feet)  COMP
 CV0672  MODELED GRAV-     979,169.5   (mgal)                       NAVD 88
 CV0672
 CV0672  VERT ORDER  -  FIRST     CLASS I
 CV0672
 CV0672.The horizontal coordinates were scaled from a topographic map and have
 CV0672.an estimated accuracy of +/- 6 seconds.
 CV0672
 CV0672.The orthometric height was determined by differential leveling
 CV0672.and adjusted by the National Geodetic Survey in June 1991..
 CV0672
 CV0672.The geoid height was determined by GEOID03.
 CV0672
 CV0672.The dynamic height is computed by dividing the NAVD 88
 CV0672.geopotential number by the normal gravity value computed on the
 CV0672.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0672.degrees latitude (g = 980.6199 gals.).
 CV0672
 CV0672.The modeled gravity was interpolated from observed gravity values.
 CV0672
 CV0672;                    North         East    Units  Estimated Accuracy
 CV0672;SPC NM E     -   147,400.      251,410.      MT  (+/- 180 meters Scaled)
 CV0672
 CV0672                          SUPERSEDED SURVEY CONTROL
 CV0672
 CV0672  NGVD 29 (??/??/92) 1023.848  (m)         3359.07   (f) ADJ UNCH    1 1
 CV0672
 CV0672.Superseded values are not recommended for survey control.
 CV0672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0672.See file dsdata.txt to determine how the superseded data were derived.
 CV0672
 CV0672_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFR491776(NAD 83)
 CV0672_MARKER: DB = BENCH MARK DISK
 CV0672_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 CV0672+WITH SETTING: INTO GROUND
 CV0672_STAMPING: B 354 1977
 CV0672_MARK LOGO: NGS   
 CV0672_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CV0672+STABILITY: SURFACE MOTION
 CV0672
 CV0672  HISTORY     - Date     Condition        Report By
 CV0672  HISTORY     - 1977     MONUMENTED       NGS
 CV0672  HISTORY     - 1982     GOOD             NGS
 CV0672
 CV0672                          STATION DESCRIPTION
 CV0672
 CV0672'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CV0672'21.7 MI SW FROM EUNICE.
 CV0672'2.5 MILES SOUTH ALONG STATE HIGHWAY LOOP 18 FROM THE JUNCTION OF
 CV0672'STATE HIGHWAY 8 AND 176 (TEXAS AVENUE) AT EUNICE, THENCE 19.2 MILES
 CV0672'IN A WESTERLY DIRECTION ALONG A PAVED ROAD LOCALLY KNOWN AS THE
 CV0672'DELAWARE BASIN ROAD, AT THE JUNCTION OF A GRAVEL ROAD LEADING
 CV0672'SOUTHWEST AND AT A CORRAL AND STOCK PENS, 45 FEET SOUTH OF THE
 CV0672'CENTER LINE OF THE PAVED ROAD, 94.5 FEET NORTHWEST OF THE CENTER
 CV0672'LINE OF THE GRAVEL ROAD, 1.5 FEET EAST OF THE FENCE CORNER POST
 CV0672'IN THE RIGHT OF WAY FENCE, DISK IS 0.4 FOOT BELOW THE SURFACE OF
 CV0672'THE GROUND ACCESS TO WHICH IS HAD THROUGH A 4 INCH PLASTIC SCREW
 CV0672'CAP FLUSH WITH THE GROUND.
 CV0672
 CV0672                          STATION RECOVERY (1982)
 CV0672
 CV0672'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CV0672'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0696 ***********************************************************************
 CV0696  DESIGNATION -  B 355
 CV0696  PID         -  CV0696
 CV0696  STATE/COUNTY-  NM/LEA
 CV0696  USGS QUAD   -  THE DIVIDE (1984)
 CV0696
 CV0696                         *CURRENT SURVEY CONTROL
 CV0696  ___________________________________________________________________
 CV0696* NAD 83(1986)-  32 25 06.     (N)    103 40 16.     (W)     SCALED    
 CV0696* NAVD 88     -      1156.438  (meters)    3794.08   (feet)  ADJUSTED  
 CV0696  ___________________________________________________________________
 CV0696  GEOID HEIGHT-         -23.87  (meters)                     GEOID03
 CV0696  DYNAMIC HT  -        1154.765 (meters)    3788.59  (feet)  COMP
 CV0696  MODELED GRAV-     979,152.8   (mgal)                       NAVD 88
 CV0696
 CV0696  VERT ORDER  -  FIRST     CLASS I
 CV0696
 CV0696.The horizontal coordinates were scaled from a topographic map and have
 CV0696.an estimated accuracy of +/- 6 seconds.
 CV0696
 CV0696.The orthometric height was determined by differential leveling
 CV0696.and adjusted by the National Geodetic Survey in June 1991..
 CV0696
 CV0696.The geoid height was determined by GEOID03.
 CV0696
 CV0696.The dynamic height is computed by dividing the NAVD 88
 CV0696.geopotential number by the normal gravity value computed on the
 CV0696.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0696.degrees latitude (g = 980.6199 gals.).
 CV0696
 CV0696.The modeled gravity was interpolated from observed gravity values.
 CV0696
 CV0696;                    North         East    Units  Estimated Accuracy
 CV0696;SPC NM E     -   157,450.      227,290.      MT  (+/- 180 meters Scaled)
 CV0696
 CV0696                          SUPERSEDED SURVEY CONTROL
 CV0696
 CV0696  NGVD 29 (??/??/92) 1155.933  (m)         3792.42   (f) ADJ UNCH    1 1
 CV0696
 CV0696.Superseded values are not recommended for survey control.
 CV0696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0696.See file dsdata.txt to determine how the superseded data were derived.
 CV0696
 CV0696_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFR249875(NAD 83)
 CV0696_MARKER: DB = BENCH MARK DISK
 CV0696_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CV0696_SP_SET: 5 FT.
 CV0696_STAMPING: B 355 1977
 CV0696_MARK LOGO: NGS   
 CV0696_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CV0696
 CV0696  HISTORY     - Date     Condition        Report By
 CV0696  HISTORY     - 1977     MONUMENTED       NGS
 CV0696  HISTORY     - 1982     GOOD             NGS
 CV0696
 CV0696                          STATION DESCRIPTION
 CV0696
 CV0696'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CV0696'45.8 MI EAST FROM CARLSBAD.
 CV0696'17.2 MILES NORTHEAST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE EAST END
 CV0696'OF THE BATAAN BRIDGE OVER THE PECOS RIVER, THENCE 7.8 MILES SOUTH
 CV0696'ALONG STATE HIGHWAY 31, THENCE 5.05 MILES EAST ALONG A DIRT ROAD,
 CV0696'THENCE 3.7 MILES SOUTH ALONG A DIRT ROAD, THENCE 12.05 MILES EAST
 CV0696'ALONG A PIPE LINE ROAD, AT A STEEL GATE ACROSS THE ROAD, 0.1 MILE
 CV0696'SOUTHWEST OF THE JUNCTION OF A DIRT ROAD LEADING SOUTH AND SOUTHWEST,
 CV0696'16 FT. SOUTHEAST OF THE CENTER LINE OF THE ROAD, 10 FT. SOUTH OF THE
 CV0696'SOUTH END OF A GATE, 1.9 FT. EAST OF A FENCE, THE DISK IS 0.2 FT.
 CV0696'BELOW THE LEVEL OF THE GROUND, ACCESS TO WHICH IS HAD THROUGH A
 CV0696'4-INCH PLASTIC SCREW PLUG FLUSH WITH THE GROUND.
 CV0696
 CV0696                          STATION RECOVERY (1982)
 CV0696
 CV0696'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CV0696'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0488 ***********************************************************************
 EQ0488  DESIGNATION -  B 356
 EQ0488  PID         -  EQ0488
 EQ0488  STATE/COUNTY-  NM/SOCORRO
 EQ0488  USGS QUAD   -  LEMITAR (1971)
 EQ0488
 EQ0488                         *CURRENT SURVEY CONTROL
 EQ0488  ___________________________________________________________________
 EQ0488* NAD 83(1986)-  34 07 32.     (N)    106 53 40.     (W)     SCALED    
 EQ0488* NAVD 88     -      1407.203  (meters)    4616.80   (feet)  ADJUSTED  
 EQ0488  ___________________________________________________________________
 EQ0488  GEOID HEIGHT-         -22.06  (meters)                     GEOID03
 EQ0488  DYNAMIC HT  -        1405.214 (meters)    4610.27  (feet)  COMP
 EQ0488  MODELED GRAV-     979,174.8   (mgal)                       NAVD 88
 EQ0488
 EQ0488  VERT ORDER  -  FIRST     CLASS I
 EQ0488
 EQ0488.The horizontal coordinates were scaled from a topographic map and have
 EQ0488.an estimated accuracy of +/- 6 seconds.
 EQ0488
 EQ0488.The orthometric height was determined by differential leveling
 EQ0488.and adjusted by the National Geodetic Survey in June 1991..
 EQ0488
 EQ0488.The geoid height was determined by GEOID03.
 EQ0488
 EQ0488.The dynamic height is computed by dividing the NAVD 88
 EQ0488.geopotential number by the normal gravity value computed on the
 EQ0488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0488.degrees latitude (g = 980.6199 gals.).
 EQ0488
 EQ0488.The modeled gravity was interpolated from observed gravity values.
 EQ0488
 EQ0488;                    North         East    Units  Estimated Accuracy
 EQ0488;SPC NM C     -   346,770.      440,560.      MT  (+/- 180 meters Scaled)
 EQ0488
 EQ0488                          SUPERSEDED SURVEY CONTROL
 EQ0488
 EQ0488  NGVD 29 (??/??/92) 1406.468  (m)         4614.39   (f) ADJ UNCH    1 1
 EQ0488
 EQ0488.Superseded values are not recommended for survey control.
 EQ0488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0488.See file dsdata.txt to determine how the superseded data were derived.
 EQ0488
 EQ0488_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT252776(NAD 83)
 EQ0488_MARKER: DB = BENCH MARK DISK
 EQ0488_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EQ0488_SP_SET: STAINLESS STEEL ROD
 EQ0488_STAMPING: B 356 1978
 EQ0488_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EQ0488
 EQ0488  HISTORY     - Date     Condition        Report By
 EQ0488  HISTORY     - 1978     MONUMENTED       NGS
 EQ0488
 EQ0488                          STATION DESCRIPTION
 EQ0488
 EQ0488'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 EQ0488'4.7 MI NORTH FROM SOCORRO.
 EQ0488'4.7 MILES NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 EQ0488'FROM THE STATION IN SOCORRO, AT THE FIFTH TELEPHONE POLE SOUTH OF
 EQ0488'MILE POST 973, 0.05 MILE NORTH OF A GRAVEL ROAD CROSSING THE TRACKS,
 EQ0488'9 RAILS SOUTH OF A SMALL WOODEN TRESTLE BRIDGE FOR THE RAILROAD, 40
 EQ0488'FEET WEST OF THE WEST RAIL, 6 FEET EAST OF A FENCE LINE, AND 1.5
 EQ0488'FEET NORTH OF THE TELEPHONE POLE, NUMBER 1S/MJS, WITH ONE GUY WIRE.
 EQ0488'DISK IS SET LEVEL WITH THE GROUND, ACCESS TO WHICH IS TO BE HAD
 EQ0488'THROUGH A 4 INCH PLASTIC SCREW PLUG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0506 ***********************************************************************
 EQ0506  DESIGNATION -  B 357
 EQ0506  PID         -  EQ0506
 EQ0506  STATE/COUNTY-  NM/SOCORRO
 EQ0506  USGS QUAD   -  GRANITE MOUNTAIN (1995)
 EQ0506
 EQ0506                         *CURRENT SURVEY CONTROL
 EQ0506  ___________________________________________________________________
 EQ0506* NAD 83(1986)-  34 08 04.     (N)    107 11 54.     (W)     SCALED    
 EQ0506* NAVD 88     -      1949.031  (meters)    6394.45   (feet)  ADJUSTED  
 EQ0506  ___________________________________________________________________
 EQ0506  GEOID HEIGHT-         -21.59  (meters)                     GEOID03
 EQ0506  DYNAMIC HT  -        1946.116 (meters)    6384.88  (feet)  COMP
 EQ0506  MODELED GRAV-     979,070.3   (mgal)                       NAVD 88
 EQ0506
 EQ0506  VERT ORDER  -  FIRST     CLASS I
 EQ0506
 EQ0506.The horizontal coordinates were scaled from a topographic map and have
 EQ0506.an estimated accuracy of +/- 6 seconds.
 EQ0506
 EQ0506.The orthometric height was determined by differential leveling
 EQ0506.and adjusted by the National Geodetic Survey in June 1991..
 EQ0506
 EQ0506.The geoid height was determined by GEOID03.
 EQ0506
 EQ0506.The dynamic height is computed by dividing the NAVD 88
 EQ0506.geopotential number by the normal gravity value computed on the
 EQ0506.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0506.degrees latitude (g = 980.6199 gals.).
 EQ0506
 EQ0506.The modeled gravity was interpolated from observed gravity values.
 EQ0506
 EQ0506;                    North         East    Units  Estimated Accuracy
 EQ0506;SPC NM C     -   347,970.      412,530.      MT  (+/- 180 meters Scaled)
 EQ0506
 EQ0506                          SUPERSEDED SURVEY CONTROL
 EQ0506
 EQ0506  NGVD 29 (??/??/92) 1948.185  (m)         6391.67   (f) ADJ UNCH    1 1
 EQ0506
 EQ0506.Superseded values are not recommended for survey control.
 EQ0506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0506.See file dsdata.txt to determine how the superseded data were derived.
 EQ0506
 EQ0506_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBT972792(NAD 83)
 EQ0506_MARKER: DB = BENCH MARK DISK
 EQ0506_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EQ0506_SP_SET: STAINLESS STEEL ROD
 EQ0506_STAMPING: B 357 1978
 EQ0506_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EQ0506
 EQ0506  HISTORY     - Date     Condition        Report By
 EQ0506  HISTORY     - 1978     MONUMENTED       NGS
 EQ0506
 EQ0506                          STATION DESCRIPTION
 EQ0506
 EQ0506'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 EQ0506'2.4 MI EAST FROM MAGDALENA.
 EQ0506'ABOUT 2.4 MILES EAST ALONG U.S. HIGHWAY 60 FROM THE POST OFFICE IN
 EQ0506'MAGDALENA, AT A POWERLINE AND TELEPHONE LINE CROSSING THE ROAD, 0.1
 EQ0506'MILE WEST OF A CONCRETE BRIDGE OVER A DRY WASH, 0.1 MILE EAST OF A
 EQ0506'PRIVATE DRIVE LEADING NORTH, 53 FEET SOUTHEAST OF THE CENTERLINE OF
 EQ0506'THE HIGHWAY, 7 FEET NORTHEAST OF A POWER POLE, AND 1 FOOT NORTHWEST OF
 EQ0506'THE SOUTHERLY RIGHT OF WAY FENCE.  DISK IS SET LEVEL WITH THE GROUND,
 EQ0506'ACCESS TO WHICH IS TO BE HAD THROUGH A 4 INCH PLASTIC SCREW PLUG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1217 ***********************************************************************
 CX1217  DESIGNATION -  B 358
 CX1217  PID         -  CX1217
 CX1217  STATE/COUNTY-  NM/LUNA
 CX1217  USGS QUAD   -  GOAT RIDGE (1972)
 CX1217
 CX1217                         *CURRENT SURVEY CONTROL
 CX1217  ___________________________________________________________________
 CX1217* NAD 83(1986)-  32 23 38.     (N)    107 52 11.     (W)     SCALED    
 CX1217* NAVD 88     -      1411.866  (meters)    4632.10   (feet)  ADJUSTED  
 CX1217  ___________________________________________________________________
 CX1217  GEOID HEIGHT-         -24.39  (meters)                     GEOID03
 CX1217  DYNAMIC HT  -        1409.712 (meters)    4625.03  (feet)  COMP
 CX1217  MODELED GRAV-     979,063.9   (mgal)                       NAVD 88
 CX1217
 CX1217  VERT ORDER  -  FIRST     CLASS II
 CX1217
 CX1217.The horizontal coordinates were scaled from a topographic map and have
 CX1217.an estimated accuracy of +/- 6 seconds.
 CX1217
 CX1217.The orthometric height was determined by differential leveling
 CX1217.and adjusted by the National Geodetic Survey in June 1991..
 CX1217
 CX1217.The geoid height was determined by GEOID03.
 CX1217
 CX1217.The dynamic height is computed by dividing the NAVD 88
 CX1217.geopotential number by the normal gravity value computed on the
 CX1217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX1217.degrees latitude (g = 980.6199 gals.).
 CX1217
 CX1217.The modeled gravity was interpolated from observed gravity values.
 CX1217
 CX1217;                    North         East    Units  Estimated Accuracy
 CX1217;SPC NM W     -   154,540.      826,580.      MT  (+/- 180 meters Scaled)
 CX1217
 CX1217                          SUPERSEDED SURVEY CONTROL
 CX1217
 CX1217.No superseded survey control is available for this station.
 CX1217
 CX1217_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBR300877(NAD 83)
 CX1217_MARKER: DB = BENCH MARK DISK
 CX1217_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CX1217+WITH SETTING: INFORMATION.
 CX1217_SP_SET: SHALLOW SET METAL ROD
 CX1217_STAMPING: B 358 1979
 CX1217_PROJECTION: FLUSH
 CX1217_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX1217_ROD/PIPE-DEPTH: 5.5  meters
 CX1217
 CX1217  HISTORY     - Date     Condition        Report By
 CX1217  HISTORY     - 1979     MONUMENTED       NGS
 CX1217
 CX1217                          STATION DESCRIPTION
 CX1217
 CX1217'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CX1217'17.1 KM NW FROM DEMING.
 CX1217'0.2 KILOMETER (0.1 MILE) EAST ALONG SPRUCE STREET FROM THE POST OFFICE
 CX1217'IN DEMING, THENCE 16.8 KILOMETERS (10.5 MILES) NORTHWEST ALONG U.S.
 CX1217'HIGHWAY 180, 0.9 KILOMETERS (0.6 MILES) SOUTHEAST OF A CATTLE GUARD,
 CX1217'48.8 METERS (160.0 FEET) NORTH-NORTHWEST AND ACROSS THE HIGHWAY FROM
 CX1217'MILEMARKER 154, 19.7 METERS (64.7 FEET) NORTH OF THE CENTERLINE OF THE
 CX1217'HIGHWY AND 0.6 METER (2.0 FEET) SOUTH OF A FENCE.  NOTE= REFUSAL WAS
 CX1217'REACHED AT 5.5 METERS (18.0 FEET).  ACCESS TO DISK IS THROUGH A 4-INCH
 CX1217'SCREW PLUG.
 CX1217'THE MARK IS 0.5 METERS  E FROM A WITNESS POST.
 CX1217'THE MARK IS 0.9 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0799 ***********************************************************************
 CY0799  DESIGNATION -  B 359
 CY0799  PID         -  CY0799
 CY0799  STATE/COUNTY-  NM/GRANT
 CY0799  USGS QUAD   -  HURLEY WEST (1992)
 CY0799
 CY0799                         *CURRENT SURVEY CONTROL
 CY0799  ___________________________________________________________________
 CY0799* NAD 83(1986)-  32 44 18.     (N)    108 07 55.     (W)     SCALED    
 CY0799* NAVD 88     -      1753.357  (meters)    5752.47   (feet)  ADJUSTED  
 CY0799  ___________________________________________________________________
 CY0799  GEOID HEIGHT-         -23.59  (meters)                     GEOID03
 CY0799  DYNAMIC HT  -        1750.643 (meters)    5743.57  (feet)  COMP
 CY0799  MODELED GRAV-     979,027.5   (mgal)                       NAVD 88
 CY0799
 CY0799  VERT ORDER  -  FIRST     CLASS II
 CY0799
 CY0799.The horizontal coordinates were scaled from a topographic map and have
 CY0799.an estimated accuracy of +/- 6 seconds.
 CY0799
 CY0799.The orthometric height was determined by differential leveling
 CY0799.and adjusted by the National Geodetic Survey in June 1991..
 CY0799
 CY0799.The geoid height was determined by GEOID03.
 CY0799
 CY0799.The dynamic height is computed by dividing the NAVD 88
 CY0799.geopotential number by the normal gravity value computed on the
 CY0799.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0799.degrees latitude (g = 980.6199 gals.).
 CY0799
 CY0799.The modeled gravity was interpolated from observed gravity values.
 CY0799
 CY0799;                    North         East    Units  Estimated Accuracy
 CY0799;SPC NM W     -   192,780.      802,010.      MT  (+/- 180 meters Scaled)
 CY0799
 CY0799                          SUPERSEDED SURVEY CONTROL
 CY0799
 CY0799.No superseded survey control is available for this station.
 CY0799
 CY0799_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYB687259(NAD 83)
 CY0799_MARKER: DB = BENCH MARK DISK
 CY0799_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CY0799+WITH SETTING: INFORMATION.
 CY0799_SP_SET: SHALLOW SET METAL ROD
 CY0799_STAMPING: B 359 1980
 CY0799_PROJECTION: FLUSH
 CY0799_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CY0799_ROD/PIPE-DEPTH: 1.5  meters
 CY0799
 CY0799  HISTORY     - Date     Condition        Report By
 CY0799  HISTORY     - 1980     MONUMENTED       NGS
 CY0799
 CY0799                          STATION DESCRIPTION
 CY0799
 CY0799'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CY0799'16.6 KM SE FROM SILVER CITY.
 CY0799'1.0 KILOMETER (0.7 MILE) NORTH ALONG HUDSON STREET (STATE HIGHWAY 90)
 CY0799'FROM THE POST OFFICE IN SILVER CITY, THENCE 16.6 KILOMETERS (10.4
 CY0799'MILES) SOUTHEAST ALONG U.S. HIGHWAY 180, 30.4 METERS (99.8 FEET) EAST
 CY0799'OF THE CENTERLINE OF THE HIGHWAY AND 0.5 METER (1.8 FEET) WEST OF A
 CY0799'FENCE.  NOTE= REFUSAL WAS REACHED AT 1.5 METERS (5.0 FEET).  ACCESS
 CY0799'TO DISK IS THROUGH A 4-INCH SCREW PLUG.
 CY0799'THE MARK IS 0.5 METERS  S FROM A WITNESS POST.
 CY0799'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0138 ***********************************************************************
 DT0138  DESIGNATION -  B 36
 DT0138  PID         -  DT0138
 DT0138  STATE/COUNTY-  NM/GRANT
 DT0138  USGS QUAD   -  MULE CREEK (1965)
 DT0138
 DT0138                         *CURRENT SURVEY CONTROL
 DT0138  ___________________________________________________________________
 DT0138* NAD 83(1986)-  33 06 59.     (N)    108 56 20.     (W)     SCALED    
 DT0138* NAVD 88     -      1663.521  (meters)    5457.74   (feet)  ADJUSTED  
 DT0138  ___________________________________________________________________
 DT0138  GEOID HEIGHT-         -24.58  (meters)                     GEOID03
 DT0138  DYNAMIC HT  -        1660.982 (meters)    5449.41  (feet)  COMP
 DT0138  MODELED GRAV-     979,052.4   (mgal)                       NAVD 88
 DT0138
 DT0138  VERT ORDER  -  SECOND    CLASS 0
 DT0138
 DT0138.The horizontal coordinates were scaled from a topographic map and have
 DT0138.an estimated accuracy of +/- 6 seconds.
 DT0138
 DT0138.The orthometric height was determined by differential leveling
 DT0138.and adjusted by the National Geodetic Survey in June 1991..
 DT0138
 DT0138.The geoid height was determined by GEOID03.
 DT0138
 DT0138.The dynamic height is computed by dividing the NAVD 88
 DT0138.geopotential number by the normal gravity value computed on the
 DT0138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0138.degrees latitude (g = 980.6199 gals.).
 DT0138
 DT0138.The modeled gravity was interpolated from observed gravity values.
 DT0138
 DT0138;                    North         East    Units  Estimated Accuracy
 DT0138;SPC NM W     -   235,210.      726,820.      MT  (+/- 180 meters Scaled)
 DT0138
 DT0138                          SUPERSEDED SURVEY CONTROL
 DT0138
 DT0138  NGVD 29 (??/??/92) 1662.646  (m)         5454.86   (f) ADJ UNCH    2 0
 DT0138
 DT0138.Superseded values are not recommended for survey control.
 DT0138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0138.See file dsdata.txt to determine how the superseded data were derived.
 DT0138
 DT0138_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB923660(NAD 83)
 DT0138_MARKER: DB = BENCH MARK DISK
 DT0138_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DT0138_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DT0138_STAMPING: B 36 1934
 DT0138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DT0138+STABILITY: SURFACE MOTION
 DT0138
 DT0138  HISTORY     - Date     Condition        Report By
 DT0138  HISTORY     - 1934     MONUMENTED       CGS
 DT0138
 DT0138                          STATION DESCRIPTION
 DT0138
 DT0138'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DT0138'1.2 MI E FROM MULE CREEK.
 DT0138'1.2 MILES EAST OF MULE CREEK.  POST OFFICE ON STATE HWY. NO. 78, ABOUT
 DT0138'45 FT. SOUTH WEST OF CATTLE GUARD AND 12 FT. WEST OF FENCE LINE. ON
 DT0138'TOP OF OPEN RIDGE WHERE HWY. MAKES SEVERAL ANGLED CURVES. 30 FT. SOUTH
 DT0138'EAST OF CENTER LINE OF HWY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0772 ***********************************************************************
 CY0772  DESIGNATION -  B 360
 CY0772  PID         -  CY0772
 CY0772  STATE/COUNTY-  NM/GRANT
 CY0772  USGS QUAD   -  CIRCLE MESA (1992)
 CY0772
 CY0772                         *CURRENT SURVEY CONTROL
 CY0772  ___________________________________________________________________
 CY0772* NAD 83(1986)-  32 46 18.     (N)    108 26 17.     (W)     SCALED    
 CY0772* NAVD 88     -      1623.154  (meters)    5325.30   (feet)  ADJUSTED  
 CY0772  ___________________________________________________________________
 CY0772  GEOID HEIGHT-         -24.29  (meters)                     GEOID03
 CY0772  DYNAMIC HT  -        1620.629 (meters)    5317.01  (feet)  COMP
 CY0772  MODELED GRAV-     979,025.5   (mgal)                       NAVD 88
 CY0772
 CY0772  VERT ORDER  -  FIRST     CLASS II
 CY0772
 CY0772.The horizontal coordinates were scaled from a topographic map and have
 CY0772.an estimated accuracy of +/- 6 seconds.
 CY0772
 CY0772.The orthometric height was determined by differential leveling
 CY0772.and adjusted by the National Geodetic Survey in June 1991..
 CY0772
 CY0772.The geoid height was determined by GEOID03.
 CY0772
 CY0772.The dynamic height is computed by dividing the NAVD 88
 CY0772.geopotential number by the normal gravity value computed on the
 CY0772.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0772.degrees latitude (g = 980.6199 gals.).
 CY0772
 CY0772.The modeled gravity was interpolated from observed gravity values.
 CY0772
 CY0772;                    North         East    Units  Estimated Accuracy
 CY0772;SPC NM W     -   196,600.      773,350.      MT  (+/- 180 meters Scaled)
 CY0772
 CY0772                          SUPERSEDED SURVEY CONTROL
 CY0772
 CY0772.No superseded survey control is available for this station.
 CY0772
 CY0772_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYB399288(NAD 83)
 CY0772_MARKER: DB = BENCH MARK DISK
 CY0772_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CY0772+WITH SETTING: INFORMATION.
 CY0772_SP_SET: SHALLOW SET METAL ROD
 CY0772_STAMPING: B 360 1980
 CY0772_PROJECTION: FLUSH
 CY0772_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CY0772_ROD/PIPE-DEPTH: 2.4  meters
 CY0772
 CY0772  HISTORY     - Date     Condition        Report By
 CY0772  HISTORY     - 1980     MONUMENTED       NGS
 CY0772
 CY0772                          STATION DESCRIPTION
 CY0772
 CY0772'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CY0772'18.6 KM WNW FROM SILVER CITY.
 CY0772'1.0 KILOMETER (0.7 MILE) NORTH ALONG HUDSON STREET (STATE HIGHWAY 90)
 CY0772'FROM THE POST OFFICE IN SILVER CITY, THENCE 17.6 KILOMETERS (11.0
 CY0772'MILES) WEST-NORTHWEST ALONG U.S. HIGHWAY 180, 0.1 KILOMETER (0.4 MILE)
 CY0772'EAST OF A PAVED ROAD LEADING NORTH, 0.6 KILOMETER (O.4 MILE) EAST OF
 CY0772'MILEMARKER 102, 57.3 METERS (188.0 FEET) EAST OF A TELEPHONE POLE,
 CY0772'22.5 METERS (73.9 FEET) SOUTH OF THE CENTERLINE OF THE HIGHWAY AND
 CY0772'0.4 METERS (1.2 FEET) NORTH OF A FENCE.  NOTE=REFUSAL WAS REACHED AT
 CY0772'2.4 METERS (8.0 FEET).  ACCESS TO DISK IS THROUGH A 4-INCH SCREW PLUG.
 CY0772'THE MARK IS 0.5 METERS  WNW FROM A WITNESS POST.
 CY0772'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0562 ***********************************************************************
 DT0562  DESIGNATION -  B 361
 DT0562  PID         -  DT0562
 DT0562  STATE/COUNTY-  NM/GRANT
 DT0562  USGS QUAD   -  BUCKHORN (1965)
 DT0562
 DT0562                         *CURRENT SURVEY CONTROL
 DT0562  ___________________________________________________________________
 DT0562* NAD 83(1986)-  33 02 33.     (N)    108 43 07.     (W)     SCALED    
 DT0562* NAVD 88     -      1464.376  (meters)    4804.37   (feet)  ADJUSTED  
 DT0562  ___________________________________________________________________
 DT0562  GEOID HEIGHT-         -24.49  (meters)                     GEOID03
 DT0562  DYNAMIC HT  -        1462.167 (meters)    4797.13  (feet)  COMP
 DT0562  MODELED GRAV-     979,078.6   (mgal)                       NAVD 88
 DT0562
 DT0562  VERT ORDER  -  FIRST     CLASS II
 DT0562
 DT0562.The horizontal coordinates were scaled from a topographic map and have
 DT0562.an estimated accuracy of +/- 6 seconds.
 DT0562
 DT0562.The orthometric height was determined by differential leveling
 DT0562.and adjusted by the National Geodetic Survey in June 1991..
 DT0562
 DT0562.The geoid height was determined by GEOID03.
 DT0562
 DT0562.The dynamic height is computed by dividing the NAVD 88
 DT0562.geopotential number by the normal gravity value computed on the
 DT0562.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0562.degrees latitude (g = 980.6199 gals.).
 DT0562
 DT0562.The modeled gravity was interpolated from observed gravity values.
 DT0562
 DT0562;                    North         East    Units  Estimated Accuracy
 DT0562;SPC NM W     -   226,820.      747,310.      MT  (+/- 180 meters Scaled)
 DT0562
 DT0562                          SUPERSEDED SURVEY CONTROL
 DT0562
 DT0562.No superseded survey control is available for this station.
 DT0562
 DT0562_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYB130583(NAD 83)
 DT0562_MARKER: DB = BENCH MARK DISK
 DT0562_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DT0562+WITH SETTING: INFORMATION.
 DT0562_SP_SET: SHALLOW SET METAL ROD
 DT0562_STAMPING: B 361 1980
 DT0562_PROJECTION: FLUSH
 DT0562_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DT0562_ROD/PIPE-DEPTH: 2.4  meters
 DT0562
 DT0562  HISTORY     - Date     Condition        Report By
 DT0562  HISTORY     - 1980     MONUMENTED       NGS
 DT0562
 DT0562                          STATION DESCRIPTION
 DT0562
 DT0562'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 DT0562'14.0 KM WNW FROM CLIFF.
 DT0562'14.0 KILOMETERS (8.7 MILES) WEST-NORTHWEST ALONG U.S. HIGHWAY 180 FROM
 DT0562'THE POST OFFICE IN CLIFF, 0.6 KILOMETER (0.4 MILE) WEST-NORTHWEST OF
 DT0562'MILEMARKER 76, 22.2 METERS (73.0 FEET) SOUTH-SOUTHEAST OF THE
 DT0562'CENTERLINE OF THE HIGHWAY, 12.2 METERS (40.3 FEET) SOUTH-SOUTHEAST OF
 DT0562'THE CENTER OF THE EAST-SOUTHEAST END OF A 30-INCH GALVANIZED PIPE
 DT0562'CULVERT LEADING SOUTH UNDER THE HIGHWAY, 10.3 METERS (34.0 FEET)
 DT0562'NORTHWEST OF A TELEPHONE POLE AND 0.5 METER (1.5 FEET) NORTH-NORTHEAST
 DT0562'OF A FENCE.  NOTE=REFUSAL WAS REACHED AT 2.4 METERS (8.0 FEET). ACCESS
 DT0562'TO DISK IS THROUGH A 4-INCH SCREW PLUG.
 DT0562'THE MARK IS 0.5 METERS  WNW FROM A WITNESS POST.
 DT0562'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1192 ***********************************************************************
 CX1192  DESIGNATION -  B 362
 CX1192  PID         -  CX1192
 CX1192  STATE/COUNTY-  NM/LUNA
 CX1192  USGS QUAD   -  DEMING WEST (1972)
 CX1192
 CX1192                         *CURRENT SURVEY CONTROL
 CX1192  ___________________________________________________________________
 CX1192* NAD 83(1986)-  32 16 17.     (N)    107 45 32.     (W)     SCALED    
 CX1192* NAVD 88     -      1318.680  (meters)    4326.37   (feet)  ADJUSTED  
 CX1192  ___________________________________________________________________
 CX1192  GEOID HEIGHT-         -24.57  (meters)                     GEOID03
 CX1192  DYNAMIC HT  -        1316.684 (meters)    4319.82  (feet)  COMP
 CX1192  MODELED GRAV-     979,079.8   (mgal)                       NAVD 88
 CX1192
 CX1192  VERT ORDER  -  FIRST     CLASS II
 CX1192
 CX1192.The horizontal coordinates were scaled from a topographic map and have
 CX1192.an estimated accuracy of +/- 6 seconds.
 CX1192
 CX1192.The orthometric height was determined by differential leveling
 CX1192.and adjusted by the National Geodetic Survey in June 1991..
 CX1192
 CX1192.The geoid height was determined by GEOID03.
 CX1192
 CX1192.The dynamic height is computed by dividing the NAVD 88
 CX1192.geopotential number by the normal gravity value computed on the
 CX1192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX1192.degrees latitude (g = 980.6199 gals.).
 CX1192
 CX1192.The modeled gravity was interpolated from observed gravity values.
 CX1192
 CX1192;                    North         East    Units  Estimated Accuracy
 CX1192;SPC NM W     -   140,960.      837,010.      MT  (+/- 180 meters Scaled)
 CX1192
 CX1192                          SUPERSEDED SURVEY CONTROL
 CX1192
 CX1192.No superseded survey control is available for this station.
 CX1192
 CX1192_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBR401738(NAD 83)
 CX1192_MARKER: DB = BENCH MARK DISK
 CX1192_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 CX1192_SP_SET: PIER
 CX1192_STAMPING: B 362 1980
 CX1192_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CX1192+STABILITY: POSITION/ELEVATION WELL
 CX1192
 CX1192  HISTORY     - Date     Condition        Report By
 CX1192  HISTORY     - 1980     MONUMENTED       NGS
 CX1192
 CX1192                          STATION DESCRIPTION
 CX1192
 CX1192'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CX1192'0.6 KM NORTH FROM DEMING.
 CX1192'0.2 KILOMETER (0.1 MILE) EAST ALONG SPRUCE STREET FROM THE POST
 CX1192'OFFICE IN DEMING, THENCE 0.4 KILOMETER (0.3 MILE) NORTH ALONG U. S.
 CX1192'HIGHWAY 180, 0.1 KILOMETER (0.05 MILE) NORTH OF INTERSTATE HIGHWAY
 CX1192'10, SET VERTICALLY IN THE EAST SUPPORT COLUMN OF RAILROAD OVERPASS
 CX1192'NUMBER 6821, 49.5 METERS (162.4 FEET) NORTH OF THE CENTER OF A
 CX1192'FRONTAGE ROAD, 36 METERS (118.0 FEET) SOUTH OF RAILROAD OVERPASS
 CX1192'NUMBER 6822 AND 6.2 METERS (20.3 FEET) EAST OF THE CENTER OF THE
 CX1192'NORTH BOUND LANE OF THE HIGHWAY.
 CX1192'THE MARK IS 1.3 M ABOVE THE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0557 ***********************************************************************
 DT0557  DESIGNATION -  B 363
 DT0557  PID         -  DT0557
 DT0557  STATE/COUNTY-  NM/GRANT
 DT0557  USGS QUAD   -  BEAR MOUNTAIN (1965)
 DT0557
 DT0557                         *CURRENT SURVEY CONTROL
 DT0557  ___________________________________________________________________
 DT0557* NAD 83(1986)-  33 05 36.     (N)    108 46 18.     (W)     SCALED    
 DT0557* NAVD 88     -      1552.575  (meters)    5093.74   (feet)  ADJUSTED  
 DT0557  ___________________________________________________________________
 DT0557  GEOID HEIGHT-         -24.44  (meters)                     GEOID03
 DT0557  DYNAMIC HT  -        1550.218 (meters)    5086.01  (feet)  COMP
 DT0557  MODELED GRAV-     979,065.0   (mgal)                       NAVD 88
 DT0557
 DT0557  VERT ORDER  -  FIRST     CLASS II
 DT0557
 DT0557.The horizontal coordinates were scaled from a topographic map and have
 DT0557.an estimated accuracy of +/- 6 seconds.
 DT0557
 DT0557.The orthometric height was determined by differential leveling
 DT0557.and adjusted by the National Geodetic Survey in June 1991..
 DT0557
 DT0557.The geoid height was determined by GEOID03.
 DT0557
 DT0557.The dynamic height is computed by dividing the NAVD 88
 DT0557.geopotential number by the normal gravity value computed on the
 DT0557.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0557.degrees latitude (g = 980.6199 gals.).
 DT0557
 DT0557.The modeled gravity was interpolated from observed gravity values.
 DT0557
 DT0557;                    North         East    Units  Estimated Accuracy
 DT0557;SPC NM W     -   232,500.      742,410.      MT  (+/- 180 meters Scaled)
 DT0557
 DT0557                          SUPERSEDED SURVEY CONTROL
 DT0557
 DT0557.No superseded survey control is available for this station.
 DT0557
 DT0557_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYB079638(NAD 83)
 DT0557_MARKER: DB = BENCH MARK DISK
 DT0557_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DT0557+WITH SETTING: INFORMATION.
 DT0557_SP_SET: SHALLOW SET METAL ROD
 DT0557_STAMPING: B 363 1980
 DT0557_PROJECTION: FLUSH
 DT0557_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DT0557_ROD/PIPE-DEPTH: 3.0  meters
 DT0557
 DT0557  HISTORY     - Date     Condition        Report By
 DT0557  HISTORY     - 1980     MONUMENTED       NGS
 DT0557
 DT0557                          STATION DESCRIPTION
 DT0557
 DT0557'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 DT0557'21.4 KM WNW FROM CLIFF.
 DT0557'21.4 KILOMETERS (13.3 MILES) WEST-NORTHWEST ALONG U.S. HIGHWAY 180
 DT0557'FROM THE POST OFFICE IN CLIFF, AT THE SOUTHEAST END OF A NORTHEAST
 DT0557'CUT, 0.2 KILOMETER (0.1 MILE) NORTHWEST OF HIGHWAY MILEMARKER 71, 23.0
 DT0557'METERS (75.5 FEET) NORTH OF THE NORTHEAST END OF A 2-FOOT CORRUGATED
 DT0557'STEEL PIPE CULVERT LEADING SOUTHWEST UNDER THE HIGHWAY, 22.5 METERS
 DT0557'(73.7 FEET) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY AND 0.3 METERS
 DT0557'(1.0 FEET) SOUTHWEST OF A BARBED WIRE FENCE.  NOTE=REFUSAL WAS REACHED
 DT0557'AT 3.0 METERS (9.8 FEET).  ACCESS TO THE DISK IS THROUGH A 4-INCH
 DT0557'SCREW PLUG.
 DT0557'THE MARK IS 1.0 METERS  SE FROM A WITNESS POST.
 DT0557'THE MARK IS 0.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0533 ***********************************************************************
 DT0533  DESIGNATION -  B 364
 DT0533  PID         -  DT0533
 DT0533  STATE/COUNTY-  NM/CATRON
 DT0533  USGS QUAD   -  ALMA (1963)
 DT0533
 DT0533                         *CURRENT SURVEY CONTROL
 DT0533  ___________________________________________________________________
 DT0533* NAD 83(1986)-  33 22 41.     (N)    108 54 12.     (W)     SCALED    
 DT0533* NAVD 88     -      1489.161  (meters)    4885.69   (feet)  ADJUSTED  
 DT0533  ___________________________________________________________________
 DT0533  GEOID HEIGHT-         -23.95  (meters)                     GEOID03
 DT0533  DYNAMIC HT  -        1486.913 (meters)    4878.31  (feet)  COMP
 DT0533  MODELED GRAV-     979,076.0   (mgal)                       NAVD 88
 DT0533
 DT0533  VERT ORDER  -  FIRST     CLASS II
 DT0533
 DT0533.The horizontal coordinates were scaled from a topographic map and have
 DT0533.an estimated accuracy of +/- 6 seconds.
 DT0533
 DT0533.The orthometric height was determined by differential leveling
 DT0533.and adjusted by the National Geodetic Survey in June 1991..
 DT0533
 DT0533.The geoid height was determined by GEOID03.
 DT0533
 DT0533.The dynamic height is computed by dividing the NAVD 88
 DT0533.geopotential number by the normal gravity value computed on the
 DT0533.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0533.degrees latitude (g = 980.6199 gals.).
 DT0533
 DT0533.The modeled gravity was interpolated from observed gravity values.
 DT0533
 DT0533;                    North         East    Units  Estimated Accuracy
 DT0533;SPC NM W     -   264,190.      730,440.      MT  (+/- 180 meters Scaled)
 DT0533
 DT0533                          SUPERSEDED SURVEY CONTROL
 DT0533
 DT0533.No superseded survey control is available for this station.
 DT0533
 DT0533_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB950951(NAD 83)
 DT0533_MARKER: DB = BENCH MARK DISK
 DT0533_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DT0533_SP_SET: BRIDGE ABUTMENT
 DT0533_STAMPING: B 364 1980
 DT0533_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DT0533
 DT0533  HISTORY     - Date     Condition        Report By
 DT0533  HISTORY     - 1980     MONUMENTED       NGS
 DT0533
 DT0533                          STATION DESCRIPTION
 DT0533
 DT0533'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 DT0533'7.6 KM NW FROM GLENWOOD.
 DT0533'7.6 KILOMETERS (4.7 MILES) NORTHWEST ALONG U. S. HIGHWAY 180 FROM
 DT0533'THE POST OFFICE IN GLENWOOD, IN THE SMALL VILLAGE OF ALMA, IN TOP
 DT0533'OF THE NORTH END OF THE EAST ABUTMENT OF A BRIDGE ACROSS MINERAL
 DT0533'CREEK, 3.9 METERS (12.7 FEET) EAST OF THE CENTER OF THE HIGHWAY.
 DT0533'THE MARK IS 0.2 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1228 ***********************************************************************
 CX1228  DESIGNATION -  B 365
 CX1228  PID         -  CX1228
 CX1228  STATE/COUNTY-  NM/LUNA
 CX1228  USGS QUAD   -  DEMING WEST (1972)
 CX1228
 CX1228                         *CURRENT SURVEY CONTROL
 CX1228  ___________________________________________________________________
 CX1228* NAD 83(1986)-  32 17 47.     (N)    107 46 09.     (W)     SCALED    
 CX1228* NAVD 88     -      1329.920  (meters)    4363.25   (feet)  ADJUSTED  
 CX1228  ___________________________________________________________________
 CX1228  GEOID HEIGHT-         -24.54  (meters)                     GEOID03
 CX1228  DYNAMIC HT  -        1327.907 (meters)    4356.64  (feet)  COMP
 CX1228  MODELED GRAV-     979,078.9   (mgal)                       NAVD 88
 CX1228
 CX1228  VERT ORDER  -  FIRST     CLASS II
 CX1228
 CX1228.The horizontal coordinates were scaled from a topographic map and have
 CX1228.an estimated accuracy of +/- 6 seconds.
 CX1228
 CX1228.The orthometric height was determined by differential leveling
 CX1228.and adjusted by the National Geodetic Survey in June 1991..
 CX1228
 CX1228.The geoid height was determined by GEOID03.
 CX1228
 CX1228.The dynamic height is computed by dividing the NAVD 88
 CX1228.geopotential number by the normal gravity value computed on the
 CX1228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX1228.degrees latitude (g = 980.6199 gals.).
 CX1228
 CX1228.The modeled gravity was interpolated from observed gravity values.
 CX1228
 CX1228;                    North         East    Units  Estimated Accuracy
 CX1228;SPC NM W     -   143,730.      836,040.      MT  (+/- 180 meters Scaled)
 CX1228
 CX1228                          SUPERSEDED SURVEY CONTROL
 CX1228
 CX1228.No superseded survey control is available for this station.
 CX1228
 CX1228_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBR392766(NAD 83)
 CX1228_MARKER: DB = BENCH MARK DISK
 CX1228_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CX1228+WITH SETTING: INFORMATION.
 CX1228_SP_SET: SHALLOW SET METAL ROD
 CX1228_STAMPING: B 365 1979
 CX1228_PROJECTION: FLUSH
 CX1228_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX1228_ROD/PIPE-DEPTH: 1.5  meters
 CX1228
 CX1228  HISTORY     - Date     Condition        Report By
 CX1228  HISTORY     - 1979     MONUMENTED       NGS
 CX1228
 CX1228                          STATION DESCRIPTION
 CX1228
 CX1228'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CX1228'3.9 KM NW FROM DEMING.
 CX1228'0.2 KILOMETER (0.1 MILE) EAST ALONG SPRUCE STREET FROM THE POST OFFICE
 CX1228'IN DEMING, THENCE 3.7 KILOMETERS (2.3 MILES) NORTHWEST ALONG U.S.
 CX1228'HIGHWAY 180, 0.2 KILOMETER (0.1 MILE) SOUTHEAST OF A PAVED COUNTY
 CX1228'ROAD LEADING WEST, 19.2 METERS (63.0 FEET) SOUTHWEST OF THE CENTERLINE
 CX1228'OF THE HIGHWAY, 25.8 METERS (84.6 FEET) NORTHWEST OF MILEMARKER 163,
 CX1228'1.2 METERS (3.8 FEET) EAST OF A UTILITY POLE AND 0.9 METERS (2.8 FEET)
 CX1228'EAST OF A FENCE.  NOTE=ACCESS TO THE DISK IS THROUGH A
 CX1228'4-INCH SCREW PLUG.  REFUSAL WAS REACHED AT 1.5 METERS (5.0 FEET).
 CX1228'IS THROUGH A 4-INCH SCREW PLUG.
 CX1228'THE MARK IS 0.4 METERS  NW FROM A WITNESS POST.
 CX1228'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1267 ***********************************************************************
 CX1267  DESIGNATION -  B 366
 CX1267  PID         -  CX1267
 CX1267  STATE/COUNTY-  NM/SIERRA
 CX1267  USGS QUAD   -  GARFIELD (1980)
 CX1267
 CX1267                         *CURRENT SURVEY CONTROL
 CX1267  ___________________________________________________________________
 CX1267* NAD 83(1986)-  32 50 43.     (N)    107 17 14.     (W)     SCALED    
 CX1267* NAVD 88     -      1281.747  (meters)    4205.20   (feet)  ADJUSTED  
 CX1267  ___________________________________________________________________
 CX1267  GEOID HEIGHT-         -23.62  (meters)                     GEOID03
 CX1267  DYNAMIC HT  -        1279.868 (meters)    4199.03  (feet)  COMP
 CX1267  MODELED GRAV-     979,127.7   (mgal)                       NAVD 88
 CX1267
 CX1267  VERT ORDER  -  FIRST     CLASS II
 CX1267
 CX1267.The horizontal coordinates were scaled from a topographic map and have
 CX1267.an estimated accuracy of +/- 6 seconds.
 CX1267
 CX1267.The orthometric height was determined by differential leveling
 CX1267.and adjusted by the National Geodetic Survey in June 1991..
 CX1267
 CX1267.The geoid height was determined by GEOID03.
 CX1267
 CX1267.The dynamic height is computed by dividing the NAVD 88
 CX1267.geopotential number by the normal gravity value computed on the
 CX1267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX1267.degrees latitude (g = 980.6199 gals.).
 CX1267
 CX1267.The modeled gravity was interpolated from observed gravity values.
 CX1267
 CX1267;                    North         East    Units  Estimated Accuracy
 CX1267;SPC NM W     -   204,730.      881,120.      MT  (+/- 180 meters Scaled)
 CX1267
 CX1267                          SUPERSEDED SURVEY CONTROL
 CX1267
 CX1267.No superseded survey control is available for this station.
 CX1267
 CX1267_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBS859364(NAD 83)
 CX1267_MARKER: DB = BENCH MARK DISK
 CX1267_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CX1267_SP_SET: STAINLESS STEEL ROD
 CX1267_STAMPING: B 366 1980
 CX1267_PROJECTION: FLUSH
 CX1267_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CX1267_ROD/PIPE-DEPTH: 5.5  meters
 CX1267
 CX1267  HISTORY     - Date     Condition        Report By
 CX1267  HISTORY     - 1980     MONUMENTED       NGS
 CX1267
 CX1267                          STATION DESCRIPTION
 CX1267
 CX1267'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CX1267'15.4 KM SE FROM CABALLO.
 CX1267'9.2 KILOMETERS (5.7 MILES) SOUTH ALONG U.S. HIGHWAY 85 FROM THE
 CX1267'POST OFFICE IN CABALLO, THENCE 6.0 KILOMETERS (3.7 MILES)
 CX1267'SOUTHEASTERLY ALONG INTERSTATE 25, ALSO 3.3 KILOMETERS (2.0 MILES)
 CX1267'NORTH AND NORTHWEST ALONG U.S. HIGHWAY 85 FROM THE ELEMENTARY
 CX1267'SCHOOL IN GARFIELD, THENCE 1.0 KILOMETER (0.65 MILE) NORTHEAST
 CX1267'ALONG A PAVED ROAD, THENCE 7.9 KILOMETERS (4.9 MILES) NORTHWEST
 CX1267'ALONG INTERSTATE HIGHWAY 25, ABOUT 20 FEET SOUTH OF THE NORTH END
 CX1267'OF A CUT ON THE EAST SIDE OF THE HIGHWAY, 17.5 METERS (57.4 FEET)
 CX1267'EAST OF THE CENTER LINE OF THE NORTH BOUND LANES OF THE HIGHWAY,
 CX1267'12.2 METERS (39.9 FEET) SOUTHEAST OF HIGHWAY MILE MARKER NUMBER 56
 CX1267'AND 8.7 METERS (28.4 FEET) SOUTH-SOUTHEAST OF THE SOUTHEAST END
 CX1267'OF A CONCRETE CULVERT.  NOTE=ACCESS TO DISK IS THROUGH A 4-INCH
 CX1267'SCREW PLUG.  REFUSAL WAS MET AT 5.5 METERS.
 CX1267'THE MARK IS 0.5 METERS  S FROM A WITNESS POST.
 CX1267'THE MARK IS 1.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS1050 ***********************************************************************
 DS1050  DESIGNATION -  B 367
 DS1050  PID         -  DS1050
 DS1050  STATE/COUNTY-  NM/SOCORRO
 DS1050  USGS QUAD   -  SAN MARCIAL (1982)
 DS1050
 DS1050                         *CURRENT SURVEY CONTROL
 DS1050  ___________________________________________________________________
 DS1050* NAD 83(1986)-  33 44 10.     (N)    106 58 34.     (W)     SCALED    
 DS1050* NAVD 88     -      1430.891  (meters)    4694.51   (feet)  ADJUSTED  
 DS1050  ___________________________________________________________________
 DS1050  GEOID HEIGHT-         -22.62  (meters)                     GEOID03
 DS1050  DYNAMIC HT  -        1428.848 (meters)    4687.81  (feet)  COMP
 DS1050  MODELED GRAV-     979,159.4   (mgal)                       NAVD 88
 DS1050
 DS1050  VERT ORDER  -  FIRST     CLASS II
 DS1050
 DS1050.The horizontal coordinates were scaled from a topographic map and have
 DS1050.an estimated accuracy of +/- 6 seconds.
 DS1050
 DS1050.The orthometric height was determined by differential leveling
 DS1050.and adjusted by the National Geodetic Survey in June 1991..
 DS1050
 DS1050.The geoid height was determined by GEOID03.
 DS1050
 DS1050.The dynamic height is computed by dividing the NAVD 88
 DS1050.geopotential number by the normal gravity value computed on the
 DS1050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS1050.degrees latitude (g = 980.6199 gals.).
 DS1050
 DS1050.The modeled gravity was interpolated from observed gravity values.
 DS1050
 DS1050;                    North         East    Units  Estimated Accuracy
 DS1050;SPC NM C     -   303,620.      432,720.      MT  (+/- 180 meters Scaled)
 DS1050
 DS1050                          SUPERSEDED SURVEY CONTROL
 DS1050
 DS1050.No superseded survey control is available for this station.
 DS1050
 DS1050_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT169346(NAD 83)
 DS1050_MARKER: DB = BENCH MARK DISK
 DS1050_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DS1050_SP_SET: ABUTMENT
 DS1050_STAMPING: B 367 1980
 DS1050_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DS1050
 DS1050  HISTORY     - Date     Condition        Report By
 DS1050  HISTORY     - 1980     MONUMENTED       NGS
 DS1050
 DS1050                          STATION DESCRIPTION
 DS1050
 DS1050'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 DS1050'24.1 KM SW FROM SAN ANTONIO.
 DS1050'0.2 KILOMETER (0.1 MILE) EAST ALONG U.S. HIGHWAY 380 FROM THE POST
 DS1050'OFFICE IN SAN ANTONIO, THENCE 23.9 KILOMETERS (14.9 MILES) SOUTH ALONG
 DS1050'STATE HIGHWAY 1, AT THE NORTHWEST END OF A BRIDGE ABUTMENT AND 3.9
 DS1050'METERS (12.8 FEET) WEST OF THE CENTER LINE OF THE HIGHWAY.
 DS1050'THE MARK IS 0.9 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS1024 ***********************************************************************
 DS1024  DESIGNATION -  B 368
 DS1024  PID         -  DS1024
 DS1024  STATE/COUNTY-  NM/SIERRA
 DS1024  USGS QUAD   -  SIERRA FIJARDO (1995)
 DS1024
 DS1024                         *CURRENT SURVEY CONTROL
 DS1024  ___________________________________________________________________
 DS1024* NAD 83(1986)-  33 24 15.     (N)    107 15 45.     (W)     SCALED    
 DS1024* NAVD 88     -      1507.707  (meters)    4946.54   (feet)  ADJUSTED  
 DS1024  ___________________________________________________________________
 DS1024  GEOID HEIGHT-         -22.98  (meters)                     GEOID03
 DS1024  DYNAMIC HT  -        1505.486 (meters)    4939.25  (feet)  COMP
 DS1024  MODELED GRAV-     979,111.1   (mgal)                       NAVD 88
 DS1024
 DS1024  VERT ORDER  -  FIRST     CLASS II
 DS1024
 DS1024.The horizontal coordinates were scaled from a topographic map and have
 DS1024.an estimated accuracy of +/- 6 seconds.
 DS1024
 DS1024.The orthometric height was determined by differential leveling
 DS1024.and adjusted by the National Geodetic Survey in June 1991..
 DS1024
 DS1024.The geoid height was determined by GEOID03.
 DS1024
 DS1024.The dynamic height is computed by dividing the NAVD 88
 DS1024.geopotential number by the normal gravity value computed on the
 DS1024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS1024.degrees latitude (g = 980.6199 gals.).
 DS1024
 DS1024.The modeled gravity was interpolated from observed gravity values.
 DS1024
 DS1024;                    North         East    Units  Estimated Accuracy
 DS1024;SPC NM W     -   266,720.      883,100.      MT  (+/- 180 meters Scaled)
 DS1024
 DS1024                          SUPERSEDED SURVEY CONTROL
 DS1024
 DS1024.No superseded survey control is available for this station.
 DS1024
 DS1024_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBS895983(NAD 83)
 DS1024_MARKER: DB = BENCH MARK DISK
 DS1024_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DS1024_SP_SET: MASSIVE BOX CULVERT
 DS1024_STAMPING: B 368 1980
 DS1024_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DS1024
 DS1024  HISTORY     - Date     Condition        Report By
 DS1024  HISTORY     - 1980     MONUMENTED       NGS
 DS1024
 DS1024                          STATION DESCRIPTION
 DS1024
 DS1024'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 DS1024'34.3 KM NE FROM TRUTH OR CONSEQUENCES.
 DS1024'18.7 KILOMETERS (11.6 MILES) NORTH ALONG U.S. HIGHWAY 85 FROM THE
 DS1024'COURTHOUSE IN TRUTH OR CONSEQUENCES, THENCE 0.3 KILOMETER (0.2 MILE)
 DS1024'EAST ALONG A PAVED ROAD, THENCE 4.3 KILOMETERS (2.7 MILES) NORTH
 DS1024'ALONG INTERSTATE HIGHWAY 25, THENCE 10.0 KILOMETERS (6.8 MILES)
 DS1024'NORTH ALONG STATE HIGHWAY 1, IN TOP OF AND 3.7 METERS (10.5 FEET)
 DS1024'SOUTH OF THE NORTHWEST END OF THE SOUTHWEST HEADWALL OF A MASSIVE
 DS1024'BOX CULVERT AND 5.8 METERS (19.0 FEET) WEST OF THE CENTER LINE OF
 DS1024'THE HIGHWAY.
 DS1024'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS1000 ***********************************************************************
 DS1000  DESIGNATION -  B 369
 DS1000  PID         -  DS1000
 DS1000  STATE/COUNTY-  NM/SIERRA
 DS1000  USGS QUAD   -  ELEPHANT BUTTE (1980)
 DS1000
 DS1000                         *CURRENT SURVEY CONTROL
 DS1000  ___________________________________________________________________
 DS1000* NAD 83(1986)-  33 11 11.     (N)    107 14 39.     (W)     SCALED    
 DS1000* NAVD 88     -      1383.801  (meters)    4540.02   (feet)  ADJUSTED  
 DS1000  ___________________________________________________________________
 DS1000  GEOID HEIGHT-         -23.24  (meters)                     GEOID03
 DS1000  DYNAMIC HT  -        1381.791 (meters)    4533.43  (feet)  COMP
 DS1000  MODELED GRAV-     979,136.9   (mgal)                       NAVD 88
 DS1000
 DS1000  VERT ORDER  -  FIRST     CLASS II
 DS1000
 DS1000.The horizontal coordinates were scaled from a topographic map and have
 DS1000.an estimated accuracy of +/- 6 seconds.
 DS1000
 DS1000.The orthometric height was determined by differential leveling
 DS1000.and adjusted by the National Geodetic Survey in June 1991..
 DS1000
 DS1000.The geoid height was determined by GEOID03.
 DS1000
 DS1000.The dynamic height is computed by dividing the NAVD 88
 DS1000.geopotential number by the normal gravity value computed on the
 DS1000.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS1000.degrees latitude (g = 980.6199 gals.).
 DS1000
 DS1000.The modeled gravity was interpolated from observed gravity values.
 DS1000
 DS1000;                    North         East    Units  Estimated Accuracy
 DS1000;SPC NM W     -   242,580.      884,940.      MT  (+/- 180 meters Scaled)
 DS1000
 DS1000                          SUPERSEDED SURVEY CONTROL
 DS1000
 DS1000.No superseded survey control is available for this station.
 DS1000
 DS1000_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBS907741(NAD 83)
 DS1000_MARKER: DB = BENCH MARK DISK
 DS1000_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DS1000_SP_SET: STAINLESS STEEL ROD
 DS1000_STAMPING: B 369 1980
 DS1000_PROJECTION: FLUSH
 DS1000_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DS1000_ROD/PIPE-DEPTH: 6.1  meters
 DS1000
 DS1000  HISTORY     - Date     Condition        Report By
 DS1000  HISTORY     - 1980     MONUMENTED       NGS
 DS1000
 DS1000                          STATION DESCRIPTION
 DS1000
 DS1000'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 DS1000'6.3 KM NNW FROM TRUTH OR CONSEQUENCES.
 DS1000'6.3 KILOMETERS (3.95 MILES) NORTH AND NORTHWEST ALONG U.S. HIGHWAY
 DS1000'85 (DATE STREET) FROM THE SIERRA COUNTY COURTHOUSE IN TRUTH OR
 DS1000'CONSEQUENCES, 0.1 KILOMETER (0.05 MILE) NORTHWEST OF HIGHWAY MILE
 DS1000'POST 82, 30.2 METERS (99.2 FEET) NORTHEAST OF THE CENTER LINE OF
 DS1000'THE HIGHWAY, 25.4 METERS (82.5 FEET) NORTHWEST OF THE CENTER OF A
 DS1000'GRAVEL DRIVE LEADING NORTHEAST TO A ONE STORY WOOD FRAME HOUSE,
 DS1000'10.1 METERS (33.0 FEET) WEST-NORTHWEST OF POWER POLE NUMBER 18 WITH
 DS1000'ONE TRANSFORMER AND TWO GUY WIRES AND 0.4 METERS (1.4 FEET)
 DS1000'SOUTHWEST OF A BARBED WIRE FENCE.  NOTE=ACCESS TO THE DISK IS
 DS1000'THROUGH A 4-INCH SCREW PLUG.  REFUSAL WAS MET AT 6.1 METERS.
 DS1000'THE MARK IS 0.45 METERS  SE FROM A WITNESS POST.
 DS1000'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0090 ***********************************************************************
 DT0090  DESIGNATION -  B 37
 DT0090  PID         -  DT0090
 DT0090  STATE/COUNTY-  NM/GRANT
 DT0090  USGS QUAD   -  BUCKHORN (1965)
 DT0090
 DT0090                         *CURRENT SURVEY CONTROL
 DT0090  ___________________________________________________________________
 DT0090* NAD 83(1986)-  33 01 19.     (N)    108 41 31.     (W)     SCALED    
 DT0090* NAVD 88     -      1437.757  (meters)    4717.04   (feet)  POSTED    
 DT0090  ___________________________________________________________________
 DT0090  GEOID HEIGHT-         -24.50  (meters)                     GEOID03
 DT0090  DYNAMIC HT  -        1435.590 (meters)    4709.93  (feet)  COMP
 DT0090  MODELED GRAV-     979,082.3   (mgal)                       NAVD 88
 DT0090
 DT0090  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 DT0090
 DT0090.The horizontal coordinates were scaled from a topographic map and have
 DT0090.an estimated accuracy of +/- 6 seconds.
 DT0090
 DT0090.The orthometric height was determined by differential leveling
 DT0090.and adjusted by the National Geodetic Survey in 1992..
 DT0090.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 DT0090.rate of 0.0 thru 1.0 mm/km.
 DT0090
 DT0090.The geoid height was determined by GEOID03.
 DT0090
 DT0090.The dynamic height is computed by dividing the NAVD 88
 DT0090.geopotential number by the normal gravity value computed on the
 DT0090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0090.degrees latitude (g = 980.6199 gals.).
 DT0090
 DT0090.The modeled gravity was interpolated from observed gravity values.
 DT0090
 DT0090;                    North         East    Units  Estimated Accuracy
 DT0090;SPC NM W     -   224,520.      749,790.      MT  (+/- 180 meters Scaled)
 DT0090
 DT0090                          SUPERSEDED SURVEY CONTROL
 DT0090
 DT0090  NGVD 29 (??/??/92) 1436.921  (m)         4714.30   (f) ADJ UNCH    1 2
 DT0090
 DT0090.Superseded values are not recommended for survey control.
 DT0090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0090.See file dsdata.txt to determine how the superseded data were derived.
 DT0090
 DT0090_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYB155560(NAD 83)
 DT0090_MARKER: DB = BENCH MARK DISK
 DT0090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DT0090_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DT0090_STAMPING: B 37 1934
 DT0090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DT0090+STABILITY: SURFACE MOTION
 DT0090
 DT0090  HISTORY     - Date     Condition        Report By
 DT0090  HISTORY     - 1934     MONUMENTED       CGS
 DT0090  HISTORY     - 1958     MARK NOT FOUND   USGS
 DT0090  HISTORY     - 1980     MARK NOT FOUND   NGS
 DT0090
 DT0090                          STATION DESCRIPTION
 DT0090
 DT0090'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 DT0090'6.5 MI NW FROM CLIFF.
 DT0090'6.5 MILES NORTHWEST ALONG U.S. HIGHWAY 260 FROM THE POST OFFICE AT
 DT0090'CLIFF, GRANT COUNTY, 1.2 MILES SOUTHWEST OF THE POST OFFICE AT
 DT0090'BUCKHORN, 0.6 MILE SOUTH OF THE BUCKHORN RANCH HOUSE, OPPOSITE THE
 DT0090'RUINS OF A HOUSE, 48 FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 DT0090'AND 2 FEET SOUTHWEST OF FENCE.  A STANDARD DISK, STAMPED B 37 1934 AND
 DT0090'SET IN THE TOP OF A CONCRETE POST.
 DT0090
 DT0090                          STATION RECOVERY (1980)
 DT0090
 DT0090'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DT0090'A THOROUGH SEARCH WAS MADE FOR THIS MARK.
 DT0090'NOTE=NEITHER COULD USGS FIND THIS MARK WHEN SEARCHED FOR IN 1967.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0546 ***********************************************************************
 EQ0546  DESIGNATION -  B 370
 EQ0546  PID         -  EQ0546
 EQ0546  STATE/COUNTY-  NM/CATRON
 EQ0546  USGS QUAD   -  DATIL (1963)
 EQ0546
 EQ0546                         *CURRENT SURVEY CONTROL
 EQ0546  ___________________________________________________________________
 EQ0546* NAD 83(1986)-  34 08 40.     (N)    107 50 40.     (W)     SCALED    
 EQ0546* NAVD 88     -      2251.073  (meters)    7385.40   (feet)  ADJUSTED  
 EQ0546  ___________________________________________________________________
 EQ0546  GEOID HEIGHT-         -21.34  (meters)                     GEOID03
 EQ0546  DYNAMIC HT  -        2247.552 (meters)    7373.84  (feet)  COMP
 EQ0546  MODELED GRAV-     978,990.6   (mgal)                       NAVD 88
 EQ0546
 EQ0546  VERT ORDER  -  FIRST     CLASS II
 EQ0546
 EQ0546.The horizontal coordinates were scaled from a topographic map and have
 EQ0546.an estimated accuracy of +/- 6 seconds.
 EQ0546
 EQ0546.The orthometric height was determined by differential leveling
 EQ0546.and adjusted by the National Geodetic Survey in June 1991..
 EQ0546
 EQ0546.The geoid height was determined by GEOID03.
 EQ0546
 EQ0546.The dynamic height is computed by dividing the NAVD 88
 EQ0546.geopotential number by the normal gravity value computed on the
 EQ0546.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0546.degrees latitude (g = 980.6199 gals.).
 EQ0546
 EQ0546.The modeled gravity was interpolated from observed gravity values.
 EQ0546
 EQ0546;                    North         East    Units  Estimated Accuracy
 EQ0546;SPC NM W     -   348,680.      828,980.      MT  (+/- 180 meters Scaled)
 EQ0546
 EQ0546                          SUPERSEDED SURVEY CONTROL
 EQ0546
 EQ0546.No superseded survey control is available for this station.
 EQ0546
 EQ0546_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBT377818(NAD 83)
 EQ0546_MARKER: DB = BENCH MARK DISK
 EQ0546_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EQ0546_SP_SET: STAINLESS STEEL ROD
 EQ0546_STAMPING: B 370 1980
 EQ0546_PROJECTION: FLUSH
 EQ0546_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EQ0546_ROD/PIPE-DEPTH: 6.4  meters
 EQ0546
 EQ0546  HISTORY     - Date     Condition        Report By
 EQ0546  HISTORY     - 1980     MONUMENTED       NGS
 EQ0546
 EQ0546                          STATION DESCRIPTION
 EQ0546
 EQ0546'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 EQ0546'IN DATIL.
 EQ0546'0.32 KM (0.2 MI) WEST-SOUTHWEST ALONG STATE HIGHWAY 12
 EQ0546'FROM THE POST OFFICE IN DATIL, 18.9 METERS (62.0 FT) SOUTH OF THE
 EQ0546'CENTERLINE OF THE HIGHWAY, 11.8 METERS (38.7 FT) EAST OF THE CENTER
 EQ0546'OF A DIRT ROAD LEADING SOUTHWEST, 2.6 METERS ( 8.5 FT) EAST OF THE
 EQ0546'END POST OF A FENCE AND 0.5 METERS (1.6 FT) NORTHEAST OF A BARBED WIRE
 EQ0546'FENCE.  NOTE=REFUSAL WAS REACHED AT 6.4 METERS.  ACCESS TO THE DISK
 EQ0546'IS THROUGH A 4-INCH SCREW PLUG.
 EQ0546'THE MARK IS 0.7 METERS  W FROM A WITNESS POST.
 EQ0546'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0610 ***********************************************************************
 DT0610  DESIGNATION -  B 372
 DT0610  PID         -  DT0610
 DT0610  STATE/COUNTY-  NM/CATRON
 DT0610  USGS QUAD   -  SQUIRREL SPRINGS CANYON (1965)
 DT0610
 DT0610                         *CURRENT SURVEY CONTROL
 DT0610  ___________________________________________________________________
 DT0610* NAD 83(1986)-  33 51 46.     (N)    108 35 57.     (W)     SCALED    
 DT0610* NAVD 88     -      1987.362  (meters)    6520.20   (feet)  ADJUSTED  
 DT0610  ___________________________________________________________________
 DT0610  GEOID HEIGHT-         -22.20  (meters)                     GEOID03
 DT0610  DYNAMIC HT  -        1984.277 (meters)    6510.08  (feet)  COMP
 DT0610  MODELED GRAV-     979,013.1   (mgal)                       NAVD 88
 DT0610
 DT0610  VERT ORDER  -  FIRST     CLASS II
 DT0610
 DT0610.The horizontal coordinates were scaled from a topographic map and have
 DT0610.an estimated accuracy of +/- 6 seconds.
 DT0610
 DT0610.The orthometric height was determined by differential leveling
 DT0610.and adjusted by the National Geodetic Survey in June 1991..
 DT0610
 DT0610.The geoid height was determined by GEOID03.
 DT0610
 DT0610.The dynamic height is computed by dividing the NAVD 88
 DT0610.geopotential number by the normal gravity value computed on the
 DT0610.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0610.degrees latitude (g = 980.6199 gals.).
 DT0610
 DT0610.The modeled gravity was interpolated from observed gravity values.
 DT0610
 DT0610;                    North         East    Units  Estimated Accuracy
 DT0610;SPC NM W     -   317,700.      759,140.      MT  (+/- 180 meters Scaled)
 DT0610
 DT0610                          SUPERSEDED SURVEY CONTROL
 DT0610
 DT0610.No superseded survey control is available for this station.
 DT0610
 DT0610_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYC220495(NAD 83)
 DT0610_MARKER: DB = BENCH MARK DISK
 DT0610_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DT0610_SP_SET: BRIDGE HEADWALL
 DT0610_STAMPING: B 372 1980
 DT0610_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DT0610
 DT0610  HISTORY     - Date     Condition        Report By
 DT0610  HISTORY     - 1980     MONUMENTED       NGS
 DT0610
 DT0610                          STATION DESCRIPTION
 DT0610
 DT0610'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 DT0610'7.1 KM SW FROM ARAGON.
 DT0610'7.1 KM (4.4 MI) SOUTHWEST ALONG STATE HIGHWAY 12 FROM THE
 DT0610'POST OFFICE IN ARAGON, IN TOP OF AND 0.3 METERS (1.0 FT) SW OF THE
 DT0610'NE END OF THE NORTHWEST HEADWALL OF A CONCRETE CULVERT,
 DT0610'6.1 METERS (20.0 FT) WEST OF THE CENTERLINE OF THE
 DT0610'HIGHWAY AND 0.2 METER (0.5 FT) SOUTHEAST OF THE NORTHWEST END OF THE
 DT0610'ABUTMENT.
 DT0610'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0588 ***********************************************************************
 DT0588  DESIGNATION -  B 373
 DT0588  PID         -  DT0588
 DT0588  STATE/COUNTY-  NM/CATRON
 DT0588  USGS QUAD   -  BELL PEAK (1981)
 DT0588
 DT0588                         *CURRENT SURVEY CONTROL
 DT0588  ___________________________________________________________________
 DT0588* NAD 83(1986)-  33 54 54.     (N)    108 19 22.     (W)     SCALED    
 DT0588* NAVD 88     -      2127.050  (meters)    6978.50   (feet)  ADJUSTED  
 DT0588  ___________________________________________________________________
 DT0588  GEOID HEIGHT-         -21.86  (meters)                     GEOID03
 DT0588  DYNAMIC HT  -        2123.708 (meters)    6967.53  (feet)  COMP
 DT0588  MODELED GRAV-     978,988.8   (mgal)                       NAVD 88
 DT0588
 DT0588  VERT ORDER  -  FIRST     CLASS II
 DT0588
 DT0588.The horizontal coordinates were scaled from a topographic map and have
 DT0588.an estimated accuracy of +/- 6 seconds.
 DT0588
 DT0588.The orthometric height was determined by differential leveling
 DT0588.and adjusted by the National Geodetic Survey in June 1991..
 DT0588
 DT0588.The geoid height was determined by GEOID03.
 DT0588
 DT0588.The dynamic height is computed by dividing the NAVD 88
 DT0588.geopotential number by the normal gravity value computed on the
 DT0588.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0588.degrees latitude (g = 980.6199 gals.).
 DT0588
 DT0588.The modeled gravity was interpolated from observed gravity values.
 DT0588
 DT0588;                    North         East    Units  Estimated Accuracy
 DT0588;SPC NM W     -   323,340.      784,740.      MT  (+/- 180 meters Scaled)
 DT0588
 DT0588                          SUPERSEDED SURVEY CONTROL
 DT0588
 DT0588.No superseded survey control is available for this station.
 DT0588
 DT0588_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYC475559(NAD 83)
 DT0588_MARKER: DB = BENCH MARK DISK
 DT0588_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DT0588_SP_SET: STAINLESS STEEL ROD
 DT0588_STAMPING: B 373 1980
 DT0588_PROJECTION: FLUSH
 DT0588_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DT0588_ROD/PIPE-DEPTH: 4.6  meters
 DT0588
 DT0588  HISTORY     - Date     Condition        Report By
 DT0588  HISTORY     - 1980     MONUMENTED       NGS
 DT0588
 DT0588                          STATION DESCRIPTION
 DT0588
 DT0588'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 DT0588'23.2 KM NE FROM ARAGON.
 DT0588'23.2 KM (14.4 MI) NORTHEAST ALONG STATE HIGHWAY 12 FROM THE
 DT0588'POST OFFICE IN ARAGON, 0.5 KM (0.3 MI) EAST OF COUNTY ROAD
 DT0588'214 LEADING NORTH, 29.8 METERS (97.8 FT) NORTH OF THE CENTERLINE OF
 DT0588'THE HIGHWAY, 1.3 METERS (4.4 FT) SOUTH OF POWER POLE NUMBER 348 AND
 DT0588'0.5 METER (1.8 FT) SOUTH OF A FENCE.  NOTE=REFUSAL WAS REACHED AT
 DT0588'4.6 METERS (15.0 FT).  ACCESS TO THE DISK IS THROUGH A 4-INCH
 DT0588'SCREW PLUG.
 DT0588'THE MARK IS 0.5 METERS  E FROM A WITNESS POST.
 DT0588'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0490 ***********************************************************************
 DT0490  DESIGNATION -  B 374
 DT0490  PID         -  DT0490
 DT0490  STATE/COUNTY-  NM/CATRON
 DT0490  USGS QUAD   -  LUNA (1965)
 DT0490
 DT0490                         *CURRENT SURVEY CONTROL
 DT0490  ___________________________________________________________________
 DT0490* NAD 83(1986)-  33 48 17.     (N)    108 56 56.     (W)     SCALED    
 DT0490* NAVD 88     -      2152.653  (meters)    7062.50   (feet)  ADJUSTED  
 DT0490  ___________________________________________________________________
 DT0490  GEOID HEIGHT-         -22.47  (meters)                     GEOID03
 DT0490  DYNAMIC HT  -        2149.248 (meters)    7051.32  (feet)  COMP
 DT0490  MODELED GRAV-     978,977.5   (mgal)                       NAVD 88
 DT0490
 DT0490  VERT ORDER  -  FIRST     CLASS II
 DT0490
 DT0490.The horizontal coordinates were scaled from a topographic map and have
 DT0490.an estimated accuracy of +/- 6 seconds.
 DT0490
 DT0490.The orthometric height was determined by differential leveling
 DT0490.and adjusted by the National Geodetic Survey in June 1991..
 DT0490
 DT0490.The geoid height was determined by GEOID03.
 DT0490
 DT0490.The dynamic height is computed by dividing the NAVD 88
 DT0490.geopotential number by the normal gravity value computed on the
 DT0490.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0490.degrees latitude (g = 980.6199 gals.).
 DT0490
 DT0490.The modeled gravity was interpolated from observed gravity values.
 DT0490
 DT0490;                    North         East    Units  Estimated Accuracy
 DT0490;SPC NM W     -   311,560.      726,710.      MT  (+/- 180 meters Scaled)
 DT0490
 DT0490                          SUPERSEDED SURVEY CONTROL
 DT0490
 DT0490.No superseded survey control is available for this station.
 DT0490
 DT0490_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC898423(NAD 83)
 DT0490_MARKER: I = METAL ROD
 DT0490_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DT0490+WITH SETTING: INFORMATION.
 DT0490_SP_SET: SHALLOW SET METAL ROD
 DT0490_STAMPING: B 374 1980
 DT0490_PROJECTION: FLUSH
 DT0490_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DT0490_ROD/PIPE-DEPTH: 0.9  meters
 DT0490
 DT0490  HISTORY     - Date     Condition        Report By
 DT0490  HISTORY     - 1980     MONUMENTED       NGS
 DT0490  HISTORY     - 20050729 GOOD             USPSQD
 DT0490
 DT0490                          STATION DESCRIPTION
 DT0490
 DT0490'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 DT0490'1.9 KM SE FROM LUNA.
 DT0490'1.9 KM (1.2 MI) SOUTHEAST ALONG U.S. HIGHWAY 180 FROM
 DT0490'THE POST OFFICE IN LUNA, 0.5 KM (0.3 MI) NORTH OF MILE
 DT0490'POST 9, 43.2 METERS (141.6 FT) SOUTHWEST OF THE CENTERLINE OF
 DT0490'THE HIGHWAY, 17.0 METERS (55.8 FT) NORTHWEST OF THE CENTER OF A
 DT0490'DIRT ROAD LEADING SOUTHWEST, 14.4 METERS (47.4 FT) NORTHWEST OF
 DT0490'THE NORTHWEST END OF A CATTLE GAURD, 8.7 METERS (28.6 FT)
 DT0490'NORTHWEST OF THE NORTHWEST END OF A GATE POST, 0.4 METER (1.4 FT)
 DT0490'SOUTHEAST OF A T-FENCE CORNER, AND 0.4 METER (1.2 FT)
 DT0490'NORTHEAST OF A FENCE.  NOTE=REFUSAL WAS REACHED AT 0.9 METER
 DT0490'(3.0 FT).  ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 DT0490'CAP.
 DT0490'THE MARK IS 0.5 METERS  S FROM A WITNESS POST.
 DT0490'THE MARK IS 0.9 M BELOW THE HIGHWAY.
 DT0490
 DT0490                          STATION RECOVERY (2005)
 DT0490
 DT0490'RECOVERY NOTE BY US POWER SQUADRON 2005 (CP)
 DT0490'RECOVERED AS DESCRIBED.
 DT0490' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0590 ***********************************************************************
 FM0590  DESIGNATION -  B 38
 FM0590  PID         -  FM0590
 FM0590  STATE/COUNTY-  NM/QUAY
 FM0590  USGS QUAD   -  LOGAN SOUTH (1989)
 FM0590
 FM0590                         *CURRENT SURVEY CONTROL
 FM0590  ___________________________________________________________________
 FM0590* NAD 83(1986)-  35 21 57.     (N)    103 24 32.     (W)     SCALED    
 FM0590* NAVD 88     -      1164.713  (meters)    3821.23   (feet)  ADJUSTED  
 FM0590  ___________________________________________________________________
 FM0590  GEOID HEIGHT-         -23.20  (meters)                     GEOID03
 FM0590  DYNAMIC HT  -        1163.311 (meters)    3816.63  (feet)  COMP
 FM0590  MODELED GRAV-     979,390.3   (mgal)                       NAVD 88
 FM0590
 FM0590  VERT ORDER  -  FIRST     CLASS II
 FM0590
 FM0590.The horizontal coordinates were scaled from a topographic map and have
 FM0590.an estimated accuracy of +/- 6 seconds.
 FM0590
 FM0590.The orthometric height was determined by differential leveling
 FM0590.and adjusted by the National Geodetic Survey in June 1991..
 FM0590
 FM0590.The geoid height was determined by GEOID03.
 FM0590
 FM0590.The dynamic height is computed by dividing the NAVD 88
 FM0590.geopotential number by the normal gravity value computed on the
 FM0590.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0590.degrees latitude (g = 980.6199 gals.).
 FM0590
 FM0590.The modeled gravity was interpolated from observed gravity values.
 FM0590
 FM0590;                    North         East    Units  Estimated Accuracy
 FM0590;SPC NM E     -   484,550.      249,010.      MT  (+/- 180 meters Scaled)
 FM0590
 FM0590                          SUPERSEDED SURVEY CONTROL
 FM0590
 FM0590  NGVD 29 (??/??/92) 1164.150  (m)         3819.38   (f) ADJ UNCH    1 2
 FM0590
 FM0590.Superseded values are not recommended for survey control.
 FM0590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0590.See file dsdata.txt to determine how the superseded data were derived.
 FM0590
 FM0590_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFV445147(NAD 83)
 FM0590_MARKER: DB = BENCH MARK DISK
 FM0590_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FM0590_SP_SET: FOUNDATION
 FM0590_STAMPING: B-38 1933
 FM0590_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FM0590
 FM0590  HISTORY     - Date     Condition        Report By
 FM0590  HISTORY     - 1933     MONUMENTED       CGS
 FM0590  HISTORY     - 1965     GOOD             ATT
 FM0590  HISTORY     - 19860409 MARK NOT FOUND   USGS
 FM0590
 FM0590                          STATION DESCRIPTION
 FM0590
 FM0590'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 FM0590'IN LOGAN.
 FM0590'ALONG THE ROCK ISLAND RAILROAD.  AT THE WATER COLUMN.  IN THE SOUTH
 FM0590'WEST CORNER OF THE NORTH END OF THE DEPOT AND 6 FEET EAST OF THE
 FM0590'CENTER LINE OF THE TRACK.
 FM0590
 FM0590                          STATION RECOVERY (1965)
 FM0590
 FM0590'RECOVERY NOTE BY AMERICAN T AND T CO 1965
 FM0590'RECOVERED IN GOOD CONDITION.
 FM0590
 FM0590                          STATION RECOVERY (1986)
 FM0590
 FM0590'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986 (RV)
 FM0590'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0148 ***********************************************************************
 DT0148  DESIGNATION -  B 39
 DT0148  PID         -  DT0148
 DT0148  STATE/COUNTY-  NM/CATRON
 DT0148  USGS QUAD   -  SALIZ PASS (1963)
 DT0148
 DT0148                         *CURRENT SURVEY CONTROL
 DT0148  ___________________________________________________________________
 DT0148* NAD 83(1986)-  33 33 36.     (N)    108 55 38.     (W)     SCALED    
 DT0148* NAVD 88     -      1879.126  (meters)    6165.10   (feet)  ADJUSTED  
 DT0148  ___________________________________________________________________
 DT0148  GEOID HEIGHT-         -23.30  (meters)                     GEOID03
 DT0148  DYNAMIC HT  -        1876.220 (meters)    6155.57  (feet)  COMP
 DT0148  MODELED GRAV-     979,024.0   (mgal)                       NAVD 88
 DT0148
 DT0148  VERT ORDER  -  FIRST     CLASS II
 DT0148
 DT0148.The horizontal coordinates were scaled from a topographic map and have
 DT0148.an estimated accuracy of +/- 6 seconds.
 DT0148
 DT0148.The orthometric height was determined by differential leveling
 DT0148.and adjusted by the National Geodetic Survey in June 1991..
 DT0148
 DT0148.The geoid height was determined by GEOID03.
 DT0148
 DT0148.The dynamic height is computed by dividing the NAVD 88
 DT0148.geopotential number by the normal gravity value computed on the
 DT0148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0148.degrees latitude (g = 980.6199 gals.).
 DT0148
 DT0148.The modeled gravity was interpolated from observed gravity values.
 DT0148
 DT0148;                    North         East    Units  Estimated Accuracy
 DT0148;SPC NM W     -   284,400.      728,430.      MT  (+/- 180 meters Scaled)
 DT0148
 DT0148                          SUPERSEDED SURVEY CONTROL
 DT0148
 DT0148  NGVD 29 (??/??/92) 1878.236  (m)         6162.18   (f) ADJ UNCH    1 2
 DT0148
 DT0148.Superseded values are not recommended for survey control.
 DT0148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0148.See file dsdata.txt to determine how the superseded data were derived.
 DT0148
 DT0148_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC924152(NAD 83)
 DT0148_MARKER: DB = BENCH MARK DISK
 DT0148_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DT0148_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DT0148_STAMPING: B-39 1934
 DT0148_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DT0148+STABILITY: SURFACE MOTION
 DT0148
 DT0148  HISTORY     - Date     Condition        Report By
 DT0148  HISTORY     - 1934     MONUMENTED       CGS
 DT0148
 DT0148                          STATION DESCRIPTION
 DT0148
 DT0148'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DT0148'19.5 MI S FROM RESERVE.
 DT0148'19.5 MI SOUTH OF POST OFFICE, ALONG STATE HWY. NO. 11 AND NO. 12.  ON
 DT0148'STATE HWY. NO. 11, 9.2 MI SOUTH OF PINE LAWN CAMP, 70 FEET SOUTH OF A
 DT0148'STONE BRIDGE, 51 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, AND ABOUT
 DT0148'13 FEET BELOW THE LEVEL OF THE HIGHWAY ON A SMALL GRASSY FLAT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0149 ***********************************************************************
 DT0149  DESIGNATION -  B 39 RESET
 DT0149  PID         -  DT0149
 DT0149  STATE/COUNTY-  NM/CATRON
 DT0149  USGS QUAD   -  SALIZ PASS (1963)
 DT0149
 DT0149                         *CURRENT SURVEY CONTROL
 DT0149  ___________________________________________________________________
 DT0149* NAD 83(1986)-  33 33 36.     (N)    108 55 38.     (W)     SCALED    
 DT0149* NAVD 88     -      1882.635  (meters)    6176.61   (feet)  ADJUSTED  
 DT0149  ___________________________________________________________________
 DT0149  GEOID HEIGHT-         -23.30  (meters)                     GEOID03
 DT0149  DYNAMIC HT  -        1879.724 (meters)    6167.06  (feet)  COMP
 DT0149  MODELED GRAV-     979,024.0   (mgal)                       NAVD 88
 DT0149
 DT0149  VERT ORDER  -  FIRST     CLASS II
 DT0149
 DT0149.The horizontal coordinates were scaled from a topographic map and have
 DT0149.an estimated accuracy of +/- 6 seconds.
 DT0149
 DT0149.The orthometric height was determined by differential leveling
 DT0149.and adjusted by the National Geodetic Survey in June 1991..
 DT0149
 DT0149.The geoid height was determined by GEOID03.
 DT0149
 DT0149.The dynamic height is computed by dividing the NAVD 88
 DT0149.geopotential number by the normal gravity value computed on the
 DT0149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0149.degrees latitude (g = 980.6199 gals.).
 DT0149
 DT0149.The modeled gravity was interpolated from observed gravity values.
 DT0149
 DT0149;                    North         East    Units  Estimated Accuracy
 DT0149;SPC NM W     -   284,400.      728,430.      MT  (+/- 180 meters Scaled)
 DT0149
 DT0149                          SUPERSEDED SURVEY CONTROL
 DT0149
 DT0149  NGVD 29 (??/??/??) 1881.77   (m)         6173.8    (f) RESET       3  
 DT0149
 DT0149.Superseded values are not recommended for survey control.
 DT0149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0149.See file dsdata.txt to determine how the superseded data were derived.
 DT0149
 DT0149_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC924152(NAD 83)
 DT0149_MARKER: DB = BENCH MARK DISK
 DT0149_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DT0149_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DT0149_STAMPING: B 39 RESET 1956
 DT0149_PROJECTION: FLUSH
 DT0149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DT0149+STABILITY: SURFACE MOTION
 DT0149
 DT0149  HISTORY     - Date     Condition        Report By
 DT0149  HISTORY     - 1956     MONUMENTED       MNHD
 DT0149  HISTORY     - 1980     GOOD             NGS
 DT0149
 DT0149                          STATION DESCRIPTION
 DT0149
 DT0149'DESCRIBED BY MN HIGHWAY DEPT 1956
 DT0149'19.5 MI SW FROM RESERVE.
 DT0149'7.5 MILES SOUTHWEST ALONG STATE HIGHWAY 12 FROM THE POST OFFICE AT
 DT0149'RESERVE, CATRON COUNTY, THENCE 12.0 MILES SOUTH ALONG U. S. HIGHWAY
 DT0149'260.  10 FEET WEST OF THE NORTHWEST CORNER OF A STONE BRIDGE, 3 FEET
 DT0149'FROM THE SHOULDER OF THE OLD ROAD, AND 86 FEET NORTH OF THE CENTERLINE
 DT0149'OF THE HIGHWAY AT SURVEY STATION 1087+76.  A STANDARD DISK, STAMPED B
 DT0149'39 RESET 1956 AND SET IN THE TOP OF A CONCRETE POST.
 DT0149
 DT0149                          STATION RECOVERY (1980)
 DT0149
 DT0149'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DT0149'MARK RECOVERED IN GOOD CONDITION.  DUE TO CHANGES IN ROUTE, A NEW
 DT0149'DESCRIPTION FOLLOWS.  30.1 KILOMETERS (18.6 MILES) NORTHWEST ALONG
 DT0149'U.S. HIGHWAY 180 FROM THE POST OFFICE IN GLENWOOD, ALSO 0.2 KILOMETER
 DT0149'(0.1 MILE) NORTH ALONG STATE HIGHWAY 435 FROM THE CATRON COUNTY
 DT0149'COURTHOUSE IN RESERVE, THENCE 11.3 KILOMETERS (7.0 MILES) WEST-
 DT0149'SOUTHWEST ALONG STATE HIGHWAY 12, THENCE 18.3 KILOMETERS (11.3 MILES)
 DT0149'SOUTH-SOUTHWEST ALONG U.S. HIGHWAY 180, 0.5 KILOMETER (0.3 MILE)
 DT0149'SOUTHWEST OF HIGHWAY MILEMARKER 32, AT A DIRT ROAD LEADING NORTH
 DT0149'AND AN OLD HIGHWAY BRIDGE, 26.2 METERS (86.0 FEET) NORTHWEST OF THE
 DT0149'CENTERLINE OF THE HIGHWAY, 23.8 METERS (78.0 FEET) NORTH OF THE NORTH
 DT0149'POST OF A GATE, 6.4 METERS (21.0 FEET) NORTHWEST OF A RIGHT-OF-WAY
 DT0149'FENCE, 3.3 METERS (11.0 FEET) NORTH OF THE CENTER OF THE ROAD AND
 DT0149'1.8 METERS (6.0 FEET) SOUTH OF THE SOUTHWEST CORNER OF THE OLD BRIDGE.
 DT0149'THE MARK IS 0.4 METERS  N FROM A WITNESS POST.
 DT0149'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1198 ***********************************************************************
 CX1198  DESIGNATION -  B 398
 CX1198  PID         -  CX1198
 CX1198  STATE/COUNTY-  NM/LUNA
 CX1198  USGS QUAD   -  RED MOUNTAIN (1965)
 CX1198
 CX1198                         *CURRENT SURVEY CONTROL
 CX1198  ___________________________________________________________________
 CX1198* NAD 83(1986)-  32 14 56.     (N)    107 56 20.     (W)     SCALED    
 CX1198* NAVD 88     -      1349.458  (meters)    4427.35   (feet)  ADJUSTED  
 CX1198  ___________________________________________________________________
 CX1198  GEOID HEIGHT-         -24.60  (meters)                     GEOID03
 CX1198  DYNAMIC HT  -        1347.425 (meters)    4420.68  (feet)  COMP
 CX1198  MODELED GRAV-     979,085.1   (mgal)                       NAVD 88
 CX1198
 CX1198  VERT ORDER  -  FIRST     CLASS II
 CX1198
 CX1198.The horizontal coordinates were scaled from a topographic map and have
 CX1198.an estimated accuracy of +/- 6 seconds.
 CX1198
 CX1198.The orthometric height was determined by differential leveling
 CX1198.and adjusted by the National Geodetic Survey in June 1991..
 CX1198
 CX1198.The geoid height was determined by GEOID03.
 CX1198
 CX1198.The dynamic height is computed by dividing the NAVD 88
 CX1198.geopotential number by the normal gravity value computed on the
 CX1198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX1198.degrees latitude (g = 980.6199 gals.).
 CX1198
 CX1198.The modeled gravity was interpolated from observed gravity values.
 CX1198
 CX1198;                    North         East    Units  Estimated Accuracy
 CX1198;SPC NM W     -   138,470.      820,050.      MT  (+/- 180 meters Scaled)
 CX1198
 CX1198                          SUPERSEDED SURVEY CONTROL
 CX1198
 CX1198.No superseded survey control is available for this station.
 CX1198
 CX1198_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBR231718(NAD 83)
 CX1198_MARKER: DB = BENCH MARK DISK
 CX1198_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CX1198_SP_SET: STAINLESS STEEL ROD
 CX1198_STAMPING: B 398 1980
 CX1198_PROJECTION: PROJECTING 5 CENTIMETERS
 CX1198_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CX1198_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CX1198+SATELLITE: SATELLITE OBSERVATIONS - December 23, 2004
 CX1198_ROD/PIPE-DEPTH: 4.5  meters
 CX1198
 CX1198  HISTORY     - Date     Condition        Report By
 CX1198  HISTORY     - 1980     MONUMENTED       NGS
 CX1198  HISTORY     - 20041223 GOOD             NGS
 CX1198
 CX1198                          STATION DESCRIPTION
 CX1198
 CX1198'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CX1198'17.4 KM WEST FROM DEMING.
 CX1198'17.4 KILOMETERS (10.8 MILES) WEST ALONG THE SOUTHERN PACIFIC RAILROAD
 CX1198'FROM ITS STATION IN DEMING, 0.7 KILOMETER (0.4 MILE) WEST OF
 CX1198'INTERSTATE HIGHWAY MILE POST 72, AT THE SIXTH TELEGRAPH POLE EAST OF
 CX1198'A RAILROAD MILE POST AND AT A POWER LINE CROSSING THE INTERSTATE
 CX1198'HIGHWAY, 17.6 METERS (58 FEET) SOUTH OF THE SOUTH RAIL, 19.6 METERS
 CX1198'(64 FEET) NORTH OF THE CENTERLINE OF THE FRONTAGE ROAD, 15.7 METERS
 CX1198'(51.5 FEET) NORTHEAST OF THE POWER LINE JUNCTION POLE NO. A3-92 AND
 CX1198'1.3 METERS (4.3 FEET) WEST OF THE TELEGRAPH POLE.
 CX1198'THE MARK IS 0.4 METERS  E FROM A WITNESS POST.
 CX1198'THE MARK IS 1 M BELOW THE TRACKS.
 CX1198
 CX1198                          STATION RECOVERY (2004)
 CX1198
 CX1198'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004
 CX1198'SOUTHERN PACIFIC RR IS NOW UNION PACIFIC RR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0069 ***********************************************************************
 EP0069  DESIGNATION -  B 4
 EP0069  PID         -  EP0069
 EP0069  STATE/COUNTY-  NM/DE BACA
 EP0069  USGS QUAD   -  RICARDO (1982)
 EP0069
 EP0069                         *CURRENT SURVEY CONTROL
 EP0069  ___________________________________________________________________
 EP0069* NAD 83(1986)-  34 24 00.     (N)    104 25 35.     (W)     SCALED    
 EP0069* NAVD 88     -      1362.825  (meters)    4471.20   (feet)  ADJUSTED  
 EP0069  ___________________________________________________________________
 EP0069  GEOID HEIGHT-         -23.46  (meters)                     GEOID03
 EP0069  DYNAMIC HT  -        1360.978 (meters)    4465.14  (feet)  COMP
 EP0069  MODELED GRAV-     979,232.8   (mgal)                       NAVD 88
 EP0069
 EP0069  VERT ORDER  -  FIRST     CLASS II
 EP0069
 EP0069.The horizontal coordinates were scaled from a topographic map and have
 EP0069.an estimated accuracy of +/- 6 seconds.
 EP0069
 EP0069.The orthometric height was determined by differential leveling
 EP0069.and adjusted by the National Geodetic Survey in June 1991..
 EP0069
 EP0069.The geoid height was determined by GEOID03.
 EP0069
 EP0069.The dynamic height is computed by dividing the NAVD 88
 EP0069.geopotential number by the normal gravity value computed on the
 EP0069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EP0069.degrees latitude (g = 980.6199 gals.).
 EP0069
 EP0069.The modeled gravity was interpolated from observed gravity values.
 EP0069
 EP0069;                    North         East    Units  Estimated Accuracy
 EP0069;SPC NM E     -   377,030.      156,440.      MT  (+/- 180 meters Scaled)
 EP0069
 EP0069                          SUPERSEDED SURVEY CONTROL
 EP0069
 EP0069  NGVD 29 (??/??/92) 1362.175  (m)         4469.07   (f) ADJ UNCH    1 2
 EP0069
 EP0069.Superseded values are not recommended for survey control.
 EP0069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EP0069.See file dsdata.txt to determine how the superseded data were derived.
 EP0069
 EP0069_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEU527066(NAD 83)
 EP0069_MARKER: Q = CHISELED SQUARE
 EP0069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EP0069_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EP0069_MARK LOGO: CGS   
 EP0069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EP0069+STABILITY: SURFACE MOTION
 EP0069
 EP0069  HISTORY     - Date     Condition        Report By
 EP0069  HISTORY     - UNK      MONUMENTED       CGS
 EP0069  HISTORY     - 1958     GOOD             NGS
 EP0069  HISTORY     - 1983     GOOD             NGS
 EP0069
 EP0069                          STATION DESCRIPTION
 EP0069
 EP0069'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 EP0069'10.9 MI E FROM YESO.
 EP0069'ABOUT 10.9 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 EP0069'FROM THE STATION AT YESO, 124 FEET SOUTHEAST OF MILE POST 733, A
 EP0069'SQUARE HOLE IN THE TOP OF A STONE POST PROJECTING 5 INCHES, 100 FEET
 EP0069'SOUTH OF THE NEAR RAIL, 21 1/2 FEET SOUTH OF A TELEPHONE POLE, 3 FEET
 EP0069'SOUTH OF THE RIGHT OF WAY FENCE, 2 FEET WEST OF A METAL WITNESS POST,
 EP0069'AND ABOUT 10 FEET BELOW THE LEVEL OF THE TRACK.
 EP0069
 EP0069                          STATION RECOVERY (1983)
 EP0069
 EP0069'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 EP0069'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0004 ***********************************************************************
 DT0004  DESIGNATION -  B 40
 DT0004  PID         -  DT0004
 DT0004  STATE/COUNTY-  NM/CATRON
 DT0004  USGS QUAD   -  TULAROSA CANYON (1981)
 DT0004
 DT0004                         *CURRENT SURVEY CONTROL
 DT0004  ___________________________________________________________________
 DT0004* NAD 83(1986)-  33 55 51.     (N)    108 25 05.     (W)     SCALED    
 DT0004* NAVD 88     -      2237.840  (meters)    7341.98   (feet)  ADJUSTED  
 DT0004  ___________________________________________________________________
 DT0004  GEOID HEIGHT-         -21.85  (meters)                     GEOID03
 DT0004  DYNAMIC HT  -        2234.296 (meters)    7330.35  (feet)  COMP
 DT0004  MODELED GRAV-     978,972.3   (mgal)                       NAVD 88
 DT0004
 DT0004  VERT ORDER  -  FIRST     CLASS II
 DT0004
 DT0004.The horizontal coordinates were scaled from a topographic map and have
 DT0004.an estimated accuracy of +/- 6 seconds.
 DT0004
 DT0004.The orthometric height was determined by differential leveling
 DT0004.and adjusted by the National Geodetic Survey in June 1991..
 DT0004
 DT0004.The geoid height was determined by GEOID03.
 DT0004
 DT0004.The dynamic height is computed by dividing the NAVD 88
 DT0004.geopotential number by the normal gravity value computed on the
 DT0004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0004.degrees latitude (g = 980.6199 gals.).
 DT0004
 DT0004.The modeled gravity was interpolated from observed gravity values.
 DT0004
 DT0004;                    North         East    Units  Estimated Accuracy
 DT0004;SPC NM W     -   325,140.      775,940.      MT  (+/- 180 meters Scaled)
 DT0004
 DT0004                          SUPERSEDED SURVEY CONTROL
 DT0004
 DT0004  NGVD 29 (??/??/92) 2236.851  (m)         7338.74   (f) ADJ UNCH    1 2
 DT0004
 DT0004.Superseded values are not recommended for survey control.
 DT0004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0004.See file dsdata.txt to determine how the superseded data were derived.
 DT0004
 DT0004_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYC386574(NAD 83)
 DT0004_MARKER: DB = BENCH MARK DISK
 DT0004_SETTING: 66 = SET IN ROCK OUTCROP
 DT0004_SP_SET: ROCK OUTCROP
 DT0004_STAMPING: B-40 1934
 DT0004_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DT0004+STABILITY: POSITION/ELEVATION WELL
 DT0004
 DT0004  HISTORY     - Date     Condition        Report By
 DT0004  HISTORY     - 1934     MONUMENTED       CGS
 DT0004  HISTORY     - 1975     MARK NOT FOUND   USGS
 DT0004  HISTORY     - 1980     MARK NOT FOUND   NGS
 DT0004
 DT0004                          STATION DESCRIPTION
 DT0004
 DT0004'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DT0004'8.2 MI E FROM ARAGON.
 DT0004'8.2 MI EAST OF POST OFFICE, ALONG STATE HWY NO. 12.  ON STATE HWY NO.
 DT0004'12, AT THE CREST OF THE CONTINENTAL DIVIDE.  302 FEET EAST OF A ROAD
 DT0004'FORK NORTH TO MANGAS.  47 FEET SOUTH OF THE CENTERLINE OF THE HWY, AND
 DT0004'25 FEET SOUTH OF THE FOREST SERVICE SIGN MARKING THE CONTINENTAL
 DT0004'DIVIDE.  HORIZ. TABLET SET IN TOP OF ROCK OUTCROP AND LEVEL WITH THE
 DT0004'GROUND SURFACE.
 DT0004
 DT0004                          STATION RECOVERY (1975)
 DT0004
 DT0004'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 DT0004'MARK NOT FOUND.
 DT0004
 DT0004                          STATION RECOVERY (1980)
 DT0004
 DT0004'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DT0004'A THOROUGH SEARCH OF THE AREA REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0661 ***********************************************************************
 CY0661  DESIGNATION -  B 400
 CY0661  PID         -  CY0661
 CY0661  STATE/COUNTY-  NM/HIDALGO
 CY0661  USGS QUAD   -  MONDEL (1964)
 CY0661
 CY0661                         *CURRENT SURVEY CONTROL
 CY0661  ___________________________________________________________________
 CY0661* NAD 83(1986)-  32 16 48.     (N)    108 52 48.     (W)     SCALED    
 CY0661* NAVD 88     -      1265.239  (meters)    4151.04   (feet)  ADJUSTED  
 CY0661  ___________________________________________________________________
 CY0661  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 CY0661  DYNAMIC HT  -        1263.321 (meters)    4144.75  (feet)  COMP
 CY0661  MODELED GRAV-     979,079.3   (mgal)                       NAVD 88
 CY0661
 CY0661  VERT ORDER  -  FIRST     CLASS II
 CY0661
 CY0661.The horizontal coordinates were scaled from a topographic map and have
 CY0661.an estimated accuracy of +/- 6 seconds.
 CY0661
 CY0661.The orthometric height was determined by differential leveling
 CY0661.and adjusted by the National Geodetic Survey in June 1991..
 CY0661
 CY0661.The geoid height was determined by GEOID03.
 CY0661
 CY0661.The dynamic height is computed by dividing the NAVD 88
 CY0661.geopotential number by the normal gravity value computed on the
 CY0661.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0661.degrees latitude (g = 980.6199 gals.).
 CY0661
 CY0661.The modeled gravity was interpolated from observed gravity values.
 CY0661
 CY0661;                    North         East    Units  Estimated Accuracy
 CY0661;SPC NM W     -   142,400.      731,410.      MT  (+/- 180 meters Scaled)
 CY0661
 CY0661                          SUPERSEDED SURVEY CONTROL
 CY0661
 CY0661.No superseded survey control is available for this station.
 CY0661
 CY0661_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA996734(NAD 83)
 CY0661_MARKER: I = METAL ROD
 CY0661_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 CY0661_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 CY0661_STAMPING: B 400 1979
 CY0661_PROJECTION: FLUSH
 CY0661_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CY0661+STABILITY: POSITION/ELEVATION WELL
 CY0661_ROD/PIPE-DEPTH: 15.2 meters
 CY0661_SLEEVE-DEPTH  : 9.1 meters
 CY0661
 CY0661  HISTORY     - Date     Condition        Report By
 CY0661  HISTORY     - 1979     MONUMENTED       NGS
 CY0661
 CY0661                          STATION DESCRIPTION
 CY0661
 CY0661'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CY0661'19.3 KM SW FROM LORDSBURG.
 CY0661'19.3 KILOMETERS (11.95 MILES) SOUTHWEST ALONG THE SOUTHERN PACIFIC
 CY0661'RAILROAD FROM THE STATION IN LORDSBURG, AT THE STATE HIGHWAY 338
 CY0661'OVERPASS, LOCATED WEST OF THE NORTH PIER OF THE MEDIAN STRIP OF
 CY0661'INTERSTATE HIGHWAY 10, 0.1 KILOMETER (0.05 MILE) EAST OF INTERSTATE
 CY0661'10 MILE POST 11, 8.1 METERS (27 FEET) SOUTHEAST OF THE CENTERLINE
 CY0661'OF THE WESTBOUND LANES, 16.1 METERS (53 FEET) NORTH OF THE WEST END
 CY0661'OF THE SOUTH PIER, 6.3 METERS (21 FEET) SOUTHWEST OF THE SOUTHWEST
 CY0661'PIER OF THE NORTHWEST PIERS IN THE MEDIAN, 4.2 METERS (14 FEET)
 CY0661'NORTHEAST OF THE SOUTHWEST END OF A GUARD RAIL, 3.6 METERS (12 FEET)
 CY0661'SOUTHWEST OF THE SOUTHWEST EDGE OF THE OVERPASS AND 0.6 METER
 CY0661'(2 FEET) SOUTHEAST OF A METAL GUARD RAIL.
 CY0661'THE MARK IS 0.9 M BELOW WESTBOUND LANES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0565 ***********************************************************************
 EQ0565  DESIGNATION -  B 402
 EQ0565  PID         -  EQ0565
 EQ0565  STATE/COUNTY-  NM/SOCORRO
 EQ0565  USGS QUAD   -  SOCORRO (1979)
 EQ0565
 EQ0565                         *CURRENT SURVEY CONTROL
 EQ0565  ___________________________________________________________________
 EQ0565* NAD 83(1986)-  34 04 58.     (N)    106 53 44.     (W)     SCALED    
 EQ0565* NAVD 88     -      1402.399  (meters)    4601.04   (feet)  ADJUSTED  
 EQ0565  ___________________________________________________________________
 EQ0565  GEOID HEIGHT-         -22.13  (meters)                     GEOID03
 EQ0565  DYNAMIC HT  -        1400.414 (meters)    4594.52  (feet)  COMP
 EQ0565  MODELED GRAV-     979,172.5   (mgal)                       NAVD 88
 EQ0565
 EQ0565  VERT ORDER  -  FIRST     CLASS II
 EQ0565
 EQ0565.The horizontal coordinates were scaled from a topographic map and have
 EQ0565.an estimated accuracy of +/- 6 seconds.
 EQ0565
 EQ0565.The orthometric height was determined by differential leveling
 EQ0565.and adjusted by the National Geodetic Survey in June 1991..
 EQ0565
 EQ0565.The geoid height was determined by GEOID03.
 EQ0565
 EQ0565.The dynamic height is computed by dividing the NAVD 88
 EQ0565.geopotential number by the normal gravity value computed on the
 EQ0565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0565.degrees latitude (g = 980.6199 gals.).
 EQ0565
 EQ0565.The modeled gravity was interpolated from observed gravity values.
 EQ0565
 EQ0565;                    North         East    Units  Estimated Accuracy
 EQ0565;SPC NM C     -   342,020.      440,420.      MT  (+/- 180 meters Scaled)
 EQ0565
 EQ0565                          SUPERSEDED SURVEY CONTROL
 EQ0565
 EQ0565.No superseded survey control is available for this station.
 EQ0565
 EQ0565_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT251729(NAD 83)
 EQ0565_MARKER: I = METAL ROD
 EQ0565_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EQ0565_SP_SET: STAINLESS STEEL ROD
 EQ0565_STAMPING: B 402 1980
 EQ0565_MARK LOGO: NGS   
 EQ0565_PROJECTION: FLUSH
 EQ0565_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EQ0565_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EQ0565+SATELLITE: SATELLITE OBSERVATIONS - May 24, 2005
 EQ0565_ROD/PIPE-DEPTH: 18.3 meters
 EQ0565
 EQ0565  HISTORY     - Date     Condition        Report By
 EQ0565  HISTORY     - 1980     MONUMENTED       NGS
 EQ0565  HISTORY     - 20050524 GOOD             GEOCAC
 EQ0565
 EQ0565                          STATION DESCRIPTION
 EQ0565
 EQ0565'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 EQ0565'3.1 KM (1.9 MI) NORTH FROM SOCORRO.
 EQ0565'0.2 KM (0.1 MI) EAST ALONG MANZANARES AVENUE FROM THE POST OFFICE
 EQ0565'IN SOCORRO, THENCE 2.8 KM (1.75 MI) NORTHERLY ALONG BUSINESS ROUTE
 EQ0565'25, THENCE 0.1 KM (0.05 MI) NORTH ALONG INTERSTATE HIGHWAY 25, 0.2
 EQ0565'KM (0.1 MI) SOUTH-SOUTHEAST OF MILE POST 151, 21.5 METERS (70.4 FT)
 EQ0565'SOUTHEAST OF A UTILITY POLE, 15.5 METERS (51.0 FT) NORTHEAST OF
 EQ0565'OF THE CENTERLINE OF THE NORTH BOUND LANES OF THE HIGHWAY AND 0.4
 EQ0565'METER (1.2 FT) SOUTHWEST OF A FENCE.  NOTE=ACCESS TO THE DATUM POINT
 EQ0565'IS THROUGH A 5-INCH LOGO CAP.
 EQ0565'THE MARK IS 0.5 METERS  S FROM A WITNESS POST.
 EQ0565'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 EQ0565
 EQ0565                          STATION RECOVERY (2005)
 EQ0565
 EQ0565'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 EQ0565'THE LIGHT POLE IS DESTROYED, BUT ITS BASE REMAINS.  HANDHELD
 EQ0565'COORDINATES ARE
 EQ0565'34 04.955N
 EQ0565'106 53.724W
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0593 ***********************************************************************
 EQ0593  DESIGNATION -  B 403
 EQ0593  PID         -  EQ0593
 EQ0593  STATE/COUNTY-  NM/SOCORRO
 EQ0593  USGS QUAD   -  ABEYTAS (1979)
 EQ0593
 EQ0593                         *CURRENT SURVEY CONTROL
 EQ0593  ___________________________________________________________________
 EQ0593* NAD 83(1986)-  34 25 02.     (N)    106 48 10.     (W)     SCALED    
 EQ0593* NAVD 88     -      1442.848  (meters)    4733.74   (feet)  ADJUSTED  
 EQ0593  ___________________________________________________________________
 EQ0593  GEOID HEIGHT-         -21.79  (meters)                     GEOID03
 EQ0593  DYNAMIC HT  -        1440.844 (meters)    4727.17  (feet)  COMP
 EQ0593  MODELED GRAV-     979,196.6   (mgal)                       NAVD 88
 EQ0593
 EQ0593  VERT ORDER  -  FIRST     CLASS II
 EQ0593
 EQ0593.The horizontal coordinates were scaled from a topographic map and have
 EQ0593.an estimated accuracy of +/- 6 seconds.
 EQ0593
 EQ0593.The orthometric height was determined by differential leveling
 EQ0593.and adjusted by the National Geodetic Survey in June 1991..
 EQ0593
 EQ0593.The geoid height was determined by GEOID03.
 EQ0593
 EQ0593.The dynamic height is computed by dividing the NAVD 88
 EQ0593.geopotential number by the normal gravity value computed on the
 EQ0593.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0593.degrees latitude (g = 980.6199 gals.).
 EQ0593
 EQ0593.The modeled gravity was interpolated from observed gravity values.
 EQ0593
 EQ0593;                    North         East    Units  Estimated Accuracy
 EQ0593;SPC NM C     -   379,070.      449,190.      MT  (+/- 180 meters Scaled)
 EQ0593
 EQ0593                          SUPERSEDED SURVEY CONTROL
 EQ0593
 EQ0593.No superseded survey control is available for this station.
 EQ0593
 EQ0593_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU343098(NAD 83)
 EQ0593_MARKER: I = METAL ROD
 EQ0593_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EQ0593_SP_SET: STAINLESS STEEL ROD
 EQ0593_STAMPING: B 403 1980
 EQ0593_MARK LOGO: NGS   
 EQ0593_PROJECTION: FLUSH
 EQ0593_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EQ0593_ROD/PIPE-DEPTH: 17.1 meters
 EQ0593
 EQ0593  HISTORY     - Date     Condition        Report By
 EQ0593  HISTORY     - 1980     MONUMENTED       NGS
 EQ0593  HISTORY     - 20050312 MARK NOT FOUND   GEOCAC
 EQ0593
 EQ0593                          STATION DESCRIPTION
 EQ0593
 EQ0593'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 EQ0593'3.3 KM (2.05 MI) EAST FROM BERNARDO.
 EQ0593'3.3 KM (2.05 MI) EAST ALONG U.S. HIGHWAY 60 FROM ITS JUNCTION
 EQ0593'WITH INTERSTATE HIGHWAY 25 IN BERNARDO, AT A FIELD ENTRANCE ROAD
 EQ0593'AND BRIDGE, 13.5 METERS (44.3 FT) SOUTH OF THE CENTERLINE OF THE
 EQ0593'HIGHWAY, 9.9 METERS (32.4 FT) SOUTH OF THE SOUTHWEST CORNER OF A
 EQ0593'BRIDGE OVER THE SAN FRANCISCO RIVERSIDE DRAIN, 4.7 METERS (15.5 FT)
 EQ0593'NORTH OF A FENCE CORNER AND 5.5 METERS (18.0 FT) EAST OF THE CENTER
 EQ0593'OF THE FIELD ENTRANCE ROAD.  NOTE=ACCESS TO THE DATUM POINT IS
 EQ0593'THROUGH A 5-INCH LOGO CAP.
 EQ0593'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST AND FENCE
 EQ0593'THE MARK IS 0.9 M BELOW THE HIGHWAY.
 EQ0593
 EQ0593                          STATION RECOVERY (2005)
 EQ0593
 EQ0593'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 EQ0593'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0619 ***********************************************************************
 EQ0619  DESIGNATION -  B 404
 EQ0619  PID         -  EQ0619
 EQ0619  STATE/COUNTY-  NM/SOCORRO
 EQ0619  USGS QUAD   -  SCHOLLE (1995)
 EQ0619
 EQ0619                         *CURRENT SURVEY CONTROL
 EQ0619  ___________________________________________________________________
 EQ0619* NAD 83(1986)-  34 26 00.     (N)    106 27 02.     (W)     SCALED    
 EQ0619* NAVD 88     -      1755.075  (meters)    5758.11   (feet)  ADJUSTED  
 EQ0619  ___________________________________________________________________
 EQ0619  GEOID HEIGHT-         -20.51  (meters)                     GEOID03
 EQ0619  DYNAMIC HT  -        1752.583 (meters)    5749.93  (feet)  COMP
 EQ0619  MODELED GRAV-     979,153.5   (mgal)                       NAVD 88
 EQ0619
 EQ0619  VERT ORDER  -  FIRST     CLASS II
 EQ0619
 EQ0619.The horizontal coordinates were scaled from a topographic map and have
 EQ0619.an estimated accuracy of +/- 6 seconds.
 EQ0619
 EQ0619.The orthometric height was determined by differential leveling
 EQ0619.and adjusted by the National Geodetic Survey in June 1991..
 EQ0619
 EQ0619.The geoid height was determined by GEOID03.
 EQ0619
 EQ0619.The dynamic height is computed by dividing the NAVD 88
 EQ0619.geopotential number by the normal gravity value computed on the
 EQ0619.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0619.degrees latitude (g = 980.6199 gals.).
 EQ0619
 EQ0619.The modeled gravity was interpolated from observed gravity values.
 EQ0619
 EQ0619;                    North         East    Units  Estimated Accuracy
 EQ0619;SPC NM C     -   380,740.      481,570.      MT  (+/- 180 meters Scaled)
 EQ0619
 EQ0619                          SUPERSEDED SURVEY CONTROL
 EQ0619
 EQ0619.No superseded survey control is available for this station.
 EQ0619
 EQ0619_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU667111(NAD 83)
 EQ0619_MARKER: DB = BENCH MARK DISK
 EQ0619_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 EQ0619_SP_SET: ABUTMENT
 EQ0619_STAMPING: B 404 1980
 EQ0619_MARK LOGO: NGS   
 EQ0619_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EQ0619+STABILITY: POSITION/ELEVATION WELL
 EQ0619
 EQ0619  HISTORY     - Date     Condition        Report By
 EQ0619  HISTORY     - 1980     MONUMENTED       NGS
 EQ0619
 EQ0619                          STATION DESCRIPTION
 EQ0619
 EQ0619'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 EQ0619'23.8 KM (14.8 MI) WEST FROM MOUNTAINAIR.
 EQ0619'23.8 KM (14.8 MI) WESTERLY ALONG U.S. HIGHWAY 60 FROM THE POST
 EQ0619'OFFICE IN MOUNTAINAIR, AT A BRIDGE OVER THE ATCHISON, TOPEKA AND
 EQ0619'SANTA FE RAILTOAD, IN TOP OF THE SOUTHEAST CORNER OF THE SOUTHWEST
 EQ0619'CONCRETE ABUTMENT OF BRIDGE NUMBER 189, 4.5 METERS (14.6 FT) SOUTHEAST
 EQ0619'OF THE CENTERLINE OF THE HIGHWAY AND 0.2 METERS (0.5 FT) NORTHEAST
 EQ0619'OF THE SOUTHWEST CORNER OF THE BRIDGE.
 EQ0619'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0418 ***********************************************************************
 EP0418  DESIGNATION -  B 405
 EP0418  PID         -  EP0418
 EP0418  STATE/COUNTY-  NM/GUADALUPE
 EP0418  USGS QUAD   -  TEJON (1978)
 EP0418
 EP0418                         *CURRENT SURVEY CONTROL
 EP0418  ___________________________________________________________________
 EP0418* NAD 83(1986)-  34 35 35.     (N)    105 18 44.     (W)     SCALED    
 EP0418* NAVD 88     -      1865.552  (meters)    6120.57   (feet)  ADJUSTED  
 EP0418  ___________________________________________________________________
 EP0418  GEOID HEIGHT-         -20.43  (meters)                     GEOID03
 EP0418  DYNAMIC HT  -        1862.920 (meters)    6111.93  (feet)  COMP
 EP0418  MODELED GRAV-     979,157.6   (mgal)                       NAVD 88
 EP0418
 EP0418  VERT ORDER  -  FIRST     CLASS II
 EP0418
 EP0418.The horizontal coordinates were scaled from a topographic map and have
 EP0418.an estimated accuracy of +/- 6 seconds.
 EP0418
 EP0418.The orthometric height was determined by differential leveling
 EP0418.and adjusted by the National Geodetic Survey in June 1991..
 EP0418
 EP0418.The geoid height was determined by GEOID03.
 EP0418
 EP0418.The dynamic height is computed by dividing the NAVD 88
 EP0418.geopotential number by the normal gravity value computed on the
 EP0418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EP0418.degrees latitude (g = 980.6199 gals.).
 EP0418
 EP0418.The modeled gravity was interpolated from observed gravity values.
 EP0418
 EP0418;                    North         East    Units  Estimated Accuracy
 EP0418;SPC NM E     -   398,870.       75,210.      MT  (+/- 180 meters Scaled)
 EP0418
 EP0418                          SUPERSEDED SURVEY CONTROL
 EP0418
 EP0418.No superseded survey control is available for this station.
 EP0418
 EP0418_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDU713279(NAD 83)
 EP0418_MARKER: I = METAL ROD
 EP0418_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EP0418_SP_SET: STAINLESS STEEL ROD
 EP0418_STAMPING: B 405 1980
 EP0418_MARK LOGO: NGS   
 EP0418_PROJECTION: FLUSH
 EP0418_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EP0418_ROD/PIPE-DEPTH: 7.3  meters
 EP0418
 EP0418  HISTORY     - Date     Condition        Report By
 EP0418  HISTORY     - 1980     MONUMENTED       NGS
 EP0418
 EP0418                          STATION DESCRIPTION
 EP0418
 EP0418'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 EP0418'9.7 KM (6.0 MI) WEST FROM VAUGHN.
 EP0418'9.7 KM (6.0 MI) WEST ALONG U.S. HIGHWAY 60 FROM THE POST OFFICE
 EP0418'IN VAUGHN, 29.9 METERS (98.2 FT) SOUTH-SOUTHWEST OF THE CENTERLINE
 EP0418'OF THE HIGHWAY, 29.3 KM (96.0 FT) EAST OF A UTILITY POLE, 2.7 METERS
 EP0418'(8.7 FT) EAST-SOUTHEAST OF THE CENTER OF A FIELD ROAD AND METAL GATE
 EP0418'AND 0.3 METER (1.0 FT) NORTH-NORTHEAST OF A FENCE.  NOTE=ACCESS TO
 EP0418'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 EP0418'THE MARK IS 0.4 METERS  ESE FROM A WITNESS POST.
 EP0418'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0455 ***********************************************************************
 EP0455  DESIGNATION -  B 406
 EP0455  PID         -  EP0455
 EP0455  STATE/COUNTY-  NM/LINCOLN
 EP0455  USGS QUAD   -  ROUGH MOUNTAIN (1995)
 EP0455
 EP0455                         *CURRENT SURVEY CONTROL
 EP0455  ___________________________________________________________________
 EP0455* NAD 83(1986)-  34 13 00.     (N)    105 38 50.     (W)     SCALED    
 EP0455* NAVD 88     -      2079.079  (meters)    6821.11   (feet)  ADJUSTED  
 EP0455  ___________________________________________________________________
 EP0455  GEOID HEIGHT-         -19.93  (meters)                     GEOID03
 EP0455  DYNAMIC HT  -        2076.020 (meters)    6811.08  (feet)  COMP
 EP0455  MODELED GRAV-     979,088.9   (mgal)                       NAVD 88
 EP0455
 EP0455  VERT ORDER  -  FIRST     CLASS II
 EP0455
 EP0455.The horizontal coordinates were scaled from a topographic map and have
 EP0455.an estimated accuracy of +/- 6 seconds.
 EP0455
 EP0455.The orthometric height was determined by differential leveling
 EP0455.and adjusted by the National Geodetic Survey in June 1991..
 EP0455
 EP0455.The geoid height was determined by GEOID03.
 EP0455
 EP0455.The dynamic height is computed by dividing the NAVD 88
 EP0455.geopotential number by the normal gravity value computed on the
 EP0455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EP0455.degrees latitude (g = 980.6199 gals.).
 EP0455
 EP0455.The modeled gravity was interpolated from observed gravity values.
 EP0455
 EP0455;                    North         East    Units  Estimated Accuracy
 EP0455;SPC NM C     -   356,850.      555,540.      MT  (+/- 180 meters Scaled)
 EP0455
 EP0455                          SUPERSEDED SURVEY CONTROL
 EP0455
 EP0455.No superseded survey control is available for this station.
 EP0455
 EP0455_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDT403863(NAD 83)
 EP0455_MARKER: DB = BENCH MARK DISK
 EP0455_SETTING: 66 = SET IN ROCK OUTCROP
 EP0455_SP_SET: ROCK OUTCROP
 EP0455_STAMPING: B 406 1980
 EP0455_MARK LOGO: NGS   
 EP0455_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EP0455+STABILITY: POSITION/ELEVATION WELL
 EP0455
 EP0455  HISTORY     - Date     Condition        Report By
 EP0455  HISTORY     - 1980     MONUMENTED       NGS
 EP0455
 EP0455                          STATION DESCRIPTION
 EP0455
 EP0455'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 EP0455'7.0 KM (4.35 MI) SOUTH FROM CORONA.
 EP0455'7.0 KM (4.35 MI) SOUTHERLY ALONG U.S. HIGHWAY 54 FROM THE POST
 EP0455'OFFICE IN CORONA, 0.2 KM (0.15 MI) SOUTH OF MILEPOST 167, IN TOP
 EP0455'OF A 4 BY 6 FT EXPOSED AREA OF ROCK OUTCROP, 17.5 METERS (57.4 FT)
 EP0455'NORTHWEST OF A FENCE AND 13.3 METERS (43.5 FT) EAST-SOUTHEAST OF THE
 EP0455'CENTERLINE OF THE HIGHWAY.
 EP0455'THE MARK IS 0.4 METERS  NE FROM A WITNESS POST.
 EP0455'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0727 ***********************************************************************
 DR0727  DESIGNATION -  B 407
 DR0727  PID         -  DR0727
 DR0727  STATE/COUNTY-  NM/LINCOLN
 DR0727  USGS QUAD   -  LITTLE BLACK PEAK NE (1981)
 DR0727
 DR0727                         *CURRENT SURVEY CONTROL
 DR0727  ___________________________________________________________________
 DR0727* NAD 83(1986)-  33 57 06.     (N)    105 46 45.     (W)     SCALED    
 DR0727* NAVD 88     -      1834.981  (meters)    6020.27   (feet)  ADJUSTED  
 DR0727  ___________________________________________________________________
 DR0727  GEOID HEIGHT-         -20.33  (meters)                     GEOID03
 DR0727  DYNAMIC HT  -        1832.277 (meters)    6011.40  (feet)  COMP
 DR0727  MODELED GRAV-     979,097.3   (mgal)                       NAVD 88
 DR0727
 DR0727  VERT ORDER  -  FIRST     CLASS II
 DR0727
 DR0727.The horizontal coordinates were scaled from a topographic map and have
 DR0727.an estimated accuracy of +/- 6 seconds.
 DR0727
 DR0727.The orthometric height was determined by differential leveling
 DR0727.and adjusted by the National Geodetic Survey in June 1991..
 DR0727
 DR0727.The geoid height was determined by GEOID03.
 DR0727
 DR0727.The dynamic height is computed by dividing the NAVD 88
 DR0727.geopotential number by the normal gravity value computed on the
 DR0727.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0727.degrees latitude (g = 980.6199 gals.).
 DR0727
 DR0727.The modeled gravity was interpolated from observed gravity values.
 DR0727
 DR0727;                    North         East    Units  Estimated Accuracy
 DR0727;SPC NM C     -   327,390.      543,520.      MT  (+/- 180 meters Scaled)
 DR0727
 DR0727                          SUPERSEDED SURVEY CONTROL
 DR0727
 DR0727.No superseded survey control is available for this station.
 DR0727
 DR0727_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDT280570(NAD 83)
 DR0727_MARKER: I = METAL ROD
 DR0727_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DR0727_SP_SET: STAINLESS STEEL ROD
 DR0727_STAMPING: B 407 1980
 DR0727_MARK LOGO: NGS   
 DR0727_PROJECTION: FLUSH
 DR0727_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR0727_ROD/PIPE-DEPTH: 5.5  meters
 DR0727
 DR0727  HISTORY     - Date     Condition        Report By
 DR0727  HISTORY     - 1980     MONUMENTED       NGS
 DR0727
 DR0727                          STATION DESCRIPTION
 DR0727
 DR0727'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 DR0727'36.9 KM (22.95 MI) NORT FROM CARRIZOZO.
 DR0727'36.9 KM (22.95 MI) NORTHERLY ALONG U.S. HIGHWAY 54 FROM THE JUNCTION
 DR0727'OF U.S. HIGHWAYS 54 AND 380 IN CARRIZOZO, 0.8 KM (0.5 MI) NORTHEAST
 DR0727'OF A SIDE ROAD LEADING SOUTHEAST TO ANCHO, 0.6 KM (0.35 MI)
 DR0727'SOUTHWEST OF MILEPOST 147 AND 21.9 METERS (72.2 FT) NORTHWEST OF THE
 DR0727'CENTERLINE OF THE HIGHWAY.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH
 DR0727'A 5-INCH LOGO CAP.
 DR0727'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST AND FENCE
 DR0727'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0445 ***********************************************************************
 EP0445  DESIGNATION -  B 408
 EP0445  PID         -  EP0445
 EP0445  STATE/COUNTY-  NM/TORRANCE
 EP0445  USGS QUAD   -  CORONA NORTH (1995)
 EP0445
 EP0445                         *CURRENT SURVEY CONTROL
 EP0445  ___________________________________________________________________
 EP0445* NAD 83(1986)-  34 17 39.     (N)    105 33 05.     (W)     SCALED    
 EP0445* NAVD 88     -      1983.319  (meters)    6506.94   (feet)  ADJUSTED  
 EP0445  ___________________________________________________________________
 EP0445  GEOID HEIGHT-         -20.09  (meters)                     GEOID03
 EP0445  DYNAMIC HT  -        1980.429 (meters)    6497.46  (feet)  COMP
 EP0445  MODELED GRAV-     979,107.2   (mgal)                       NAVD 88
 EP0445
 EP0445  VERT ORDER  -  FIRST     CLASS II
 EP0445
 EP0445.The horizontal coordinates were scaled from a topographic map and have
 EP0445.an estimated accuracy of +/- 6 seconds.
 EP0445
 EP0445.The orthometric height was determined by differential leveling
 EP0445.and adjusted by the National Geodetic Survey in June 1991..
 EP0445
 EP0445.The geoid height was determined by GEOID03.
 EP0445
 EP0445.The dynamic height is computed by dividing the NAVD 88
 EP0445.geopotential number by the normal gravity value computed on the
 EP0445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EP0445.degrees latitude (g = 980.6199 gals.).
 EP0445
 EP0445.The modeled gravity was interpolated from observed gravity values.
 EP0445
 EP0445;                    North         East    Units  Estimated Accuracy
 EP0445;SPC NM C     -   365,500.      564,310.      MT  (+/- 180 meters Scaled)
 EP0445
 EP0445                          SUPERSEDED SURVEY CONTROL
 EP0445
 EP0445.No superseded survey control is available for this station.
 EP0445
 EP0445_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDT492949(NAD 83)
 EP0445_MARKER: I = METAL ROD
 EP0445_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 EP0445+WITH SETTING: INFORMATION.
 EP0445_SP_SET: SHALLOW SET METAL ROD
 EP0445_STAMPING: B 408 1980
 EP0445_MARK LOGO: NGS   
 EP0445_PROJECTION: FLUSH
 EP0445_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EP0445_ROD/PIPE-DEPTH: 2.1  meters
 EP0445
 EP0445  HISTORY     - Date     Condition        Report By
 EP0445  HISTORY     - 1980     MONUMENTED       NGS
 EP0445
 EP0445                          STATION DESCRIPTION
 EP0445
 EP0445'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 EP0445'6.9 KM (4.3 MI) NORTH FROM CORONA.
 EP0445'6.9 KM (4.3 MI) NORTHERLY ALONG U.S. HIGHWAY 54 FROM THE POST
 EP0445'OFFICE IN CORONA, 0.4 KM (0.25 MI) NORTH OF MILEPOST 175 AND
 EP0445'21.9 METERS (71.9 FT) EAST-SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY.
 EP0445'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 EP0445'THE MARK IS 0.3 METERS  WNW FROM  A WITNESS POST AND FENCE
 EP0445'THE MARK IS 0.8 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0424 ***********************************************************************
 EP0424  DESIGNATION -  B 409
 EP0424  PID         -  EP0424
 EP0424  STATE/COUNTY-  NM/GUADALUPE
 EP0424  USGS QUAD   -  TEJON (1978)
 EP0424
 EP0424                         *CURRENT SURVEY CONTROL
 EP0424  ___________________________________________________________________
 EP0424* NAD 83(1986)-  34 33 45.     (N)    105 16 58.     (W)     SCALED    
 EP0424* NAVD 88     -      1843.755  (meters)    6049.05   (feet)  ADJUSTED  
 EP0424  ___________________________________________________________________
 EP0424  GEOID HEIGHT-         -20.59  (meters)                     GEOID03
 EP0424  DYNAMIC HT  -        1841.140 (meters)    6040.47  (feet)  COMP
 EP0424  MODELED GRAV-     979,151.0   (mgal)                       NAVD 88
 EP0424
 EP0424  VERT ORDER  -  FIRST     CLASS II
 EP0424
 EP0424.The horizontal coordinates were scaled from a topographic map and have
 EP0424.an estimated accuracy of +/- 6 seconds.
 EP0424
 EP0424.The orthometric height was determined by differential leveling
 EP0424.and adjusted by the National Geodetic Survey in June 1991..
 EP0424
 EP0424.The geoid height was determined by GEOID03.
 EP0424
 EP0424.The dynamic height is computed by dividing the NAVD 88
 EP0424.geopotential number by the normal gravity value computed on the
 EP0424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EP0424.degrees latitude (g = 980.6199 gals.).
 EP0424
 EP0424.The modeled gravity was interpolated from observed gravity values.
 EP0424
 EP0424;                    North         East    Units  Estimated Accuracy
 EP0424;SPC NM E     -   395,460.       77,880.      MT  (+/- 180 meters Scaled)
 EP0424
 EP0424                          SUPERSEDED SURVEY CONTROL
 EP0424
 EP0424.No superseded survey control is available for this station.
 EP0424
 EP0424_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDU740245(NAD 83)
 EP0424_MARKER: I = METAL ROD
 EP0424_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EP0424_SP_SET: STAINLESS STEEL ROD
 EP0424_STAMPING: B 409 1981
 EP0424_MARK LOGO: NGS   
 EP0424_PROJECTION: FLUSH
 EP0424_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EP0424_ROD/PIPE-DEPTH: 9.8  meters
 EP0424
 EP0424  HISTORY     - Date     Condition        Report By
 EP0424  HISTORY     - 1981     MONUMENTED       NGS
 EP0424
 EP0424                          STATION DESCRIPTION
 EP0424
 EP0424'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 EP0424'7.4 KM (4.65 MI) SW FROM VAUGHN.
 EP0424'3.5 KM (2.2 MI) WESTERLY ALONG U.S. HIGHWAY 60 FROM THE POST OFFICE
 EP0424'IN VAUGHN, THENCE 3.9 KM (2.45 MI) SOUTHERLY ALONG U.S. HIGHWAY 54,
 EP0424'0.5 KM (0.3 MI) SOUTHWEST OF MILEPOST 200 AND 29.7 METERS (97.3 FT)
 EP0424'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY.  NOTE=ACCESS TO THE DATUM
 EP0424'POINT IS THROUGH A 5-INCH LOGO CAP.
 EP0424'THE MARK IS 0.3 METERS  NW FROM  WITNESS POST AND FENCE
 EP0424'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0423 ***********************************************************************
 EQ0423  DESIGNATION -  B 41
 EQ0423  PID         -  EQ0423
 EQ0423  STATE/COUNTY-  NM/CATRON
 EQ0423  USGS QUAD   -  ANDERSON PEAK (1963)
 EQ0423
 EQ0423                         *CURRENT SURVEY CONTROL
 EQ0423  ___________________________________________________________________
 EQ0423* NAD 83(1986)-  34 07 19.     (N)    107 46 37.     (W)     SCALED    
 EQ0423* NAVD 88     -      2192.407  (meters)    7192.92   (feet)  ADJUSTED  
 EQ0423  ___________________________________________________________________
 EQ0423  GEOID HEIGHT-         -21.46  (meters)                     GEOID03
 EQ0423  DYNAMIC HT  -        2189.003 (meters)    7181.75  (feet)  COMP
 EQ0423  MODELED GRAV-     979,004.2   (mgal)                       NAVD 88
 EQ0423
 EQ0423  VERT ORDER  -  FIRST     CLASS II
 EQ0423
 EQ0423.The horizontal coordinates were scaled from a topographic map and have
 EQ0423.an estimated accuracy of +/- 6 seconds.
 EQ0423
 EQ0423.The orthometric height was determined by differential leveling
 EQ0423.and adjusted by the National Geodetic Survey in June 1991..
 EQ0423
 EQ0423.The geoid height was determined by GEOID03.
 EQ0423
 EQ0423.The dynamic height is computed by dividing the NAVD 88
 EQ0423.geopotential number by the normal gravity value computed on the
 EQ0423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0423.degrees latitude (g = 980.6199 gals.).
 EQ0423
 EQ0423.The modeled gravity was interpolated from observed gravity values.
 EQ0423
 EQ0423;                    North         East    Units  Estimated Accuracy
 EQ0423;SPC NM W     -   346,190.      835,200.      MT  (+/- 180 meters Scaled)
 EQ0423
 EQ0423                          SUPERSEDED SURVEY CONTROL
 EQ0423
 EQ0423  NGVD 29 (??/??/92) 2191.521  (m)         7190.02   (f) ADJ UNCH    1 2
 EQ0423
 EQ0423.Superseded values are not recommended for survey control.
 EQ0423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0423.See file dsdata.txt to determine how the superseded data were derived.
 EQ0423
 EQ0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBT438791(NAD 83)
 EQ0423_MARKER: DB = BENCH MARK DISK
 EQ0423_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EQ0423_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EQ0423_STAMPING: B 41 1934
 EQ0423_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EQ0423+STABILITY: SURFACE MOTION
 EQ0423
 EQ0423  HISTORY     - Date     Condition        Report By
 EQ0423  HISTORY     - 1934     MONUMENTED       CGS
 EQ0423
 EQ0423                          STATION DESCRIPTION
 EQ0423
 EQ0423'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EQ0423'3.7 MI E FROM DATIL.
 EQ0423'FROM POST OFFICE ON US HWY NO. 60, 52 FEET SOUTH OF THE CENTERLINE OF
 EQ0423'THE HWY IN THE LINE OF TELEPHONE POLES.  1 FOOT NORTH OF A FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0722 ***********************************************************************
 DR0722  DESIGNATION -  B 410
 DR0722  PID         -  DR0722
 DR0722  STATE/COUNTY-  NM/OTERO
 DR0722  USGS QUAD   -  SABINATA FLAT (1982)
 DR0722
 DR0722                         *CURRENT SURVEY CONTROL
 DR0722  ___________________________________________________________________
 DR0722* NAD 83(1986)-  33 00 46.     (N)    105 59 46.     (W)     SCALED    
 DR0722* NAVD 88     -      1358.033  (meters)    4455.48   (feet)  ADJUSTED  
 DR0722  ___________________________________________________________________
 DR0722  GEOID HEIGHT-         -21.99  (meters)                     GEOID03
 DR0722  DYNAMIC HT  -        1356.036 (meters)    4448.93  (feet)  COMP
 DR0722  MODELED GRAV-     979,120.5   (mgal)                       NAVD 88
 DR0722  OBS GRAVITY -     979,121.1   (mgal)                       GRAV_OBS
 DR0722
 DR0722  VERT ORDER  -  FIRST     CLASS II
 DR0722
 DR0722.The horizontal coordinates were scaled from a topographic map and have
 DR0722.an estimated accuracy of +/- 6 seconds.
 DR0722
 DR0722.The orthometric height was determined by differential leveling
 DR0722.and adjusted by the National Geodetic Survey in June 1991..
 DR0722
 DR0722.The geoid height was determined by GEOID03.
 DR0722
 DR0722.The dynamic height is computed by dividing the NAVD 88
 DR0722.geopotential number by the normal gravity value computed on the
 DR0722.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0722.degrees latitude (g = 980.6199 gals.).
 DR0722
 DR0722.The modeled gravity was interpolated from observed gravity values.
 DR0722.The observed gravity was obtained from relative gravimeter ties
 DR0722.to the IGSN71 gravity network.
 DR0722
 DR0722;                    North         East    Units  Estimated Accuracy
 DR0722;SPC NM C     -   223,200.      523,720.      MT  (+/- 180 meters Scaled)
 DR0722
 DR0722                          SUPERSEDED SURVEY CONTROL
 DR0722
 DR0722.No superseded survey control is available for this station.
 DR0722
 DR0722_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDS069531(NAD 83)
 DR0722_MARKER: I = METAL ROD
 DR0722_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DR0722_SP_SET: STAINLESS STEEL ROD
 DR0722_STAMPING: B 410 1980
 DR0722_MARK LOGO: NGS   
 DR0722_PROJECTION: FLUSH
 DR0722_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR0722_ROD/PIPE-DEPTH: 7.3  meters
 DR0722
 DR0722  HISTORY     - Date     Condition        Report By
 DR0722  HISTORY     - 1980     MONUMENTED       NGS
 DR0722
 DR0722                          STATION DESCRIPTION
 DR0722
 DR0722'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 DR0722'7.4 KM (4.6 MI) SOUTH FROM TULAROSA.
 DR0722'7.4 KM (4.6 MI) SOUTHERLY ALONG U.S. HIGHWAY 54 FROM ITS JUNCTION
 DR0722'WITH U.S. HIGHWAY 70 IN TULAROSA, 19.7 METERS
 DR0722'(64.5 FT) SOUTHWEST OF THE CENTERLINE OF THE SOUTH BOUND LANES
 DR0722'OF THE HIGHWAY, 8.3 METERS (27.3 FT) WEST OF MILE POST 75 AND
 DR0722'7.2 METERS (23.5 FT) SOUTH-SOUTHWEST OF A UTILITY POLE.  NOTE=
 DR0722'ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 DR0722'THE MARK IS 0.6 METERS  NE FROM  WITNESS POST AND FENCE
 DR0722'THE MARK IS 1.2 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1315 ***********************************************************************
 CX1315  DESIGNATION -  B 411
 CX1315  PID         -  CX1315
 CX1315  STATE/COUNTY-  NM/OTERO
 CX1315  USGS QUAD   -  DESERT (1955)
 CX1315
 CX1315                         *CURRENT SURVEY CONTROL
 CX1315  ___________________________________________________________________
 CX1315* NAD 83(1986)-  32 07 39.     (N)    106 14 35.     (W)     SCALED    
 CX1315* NAVD 88     -      1249.862  (meters)    4100.59   (feet)  ADJUSTED  
 CX1315  ___________________________________________________________________
 CX1315  GEOID HEIGHT-         -23.58  (meters)                     GEOID03
 CX1315  DYNAMIC HT  -        1247.992 (meters)    4094.45  (feet)  COMP
 CX1315  MODELED GRAV-     979,099.5   (mgal)                       NAVD 88
 CX1315
 CX1315  VERT ORDER  -  FIRST     CLASS II
 CX1315
 CX1315.The horizontal coordinates were scaled from a topographic map and have
 CX1315.an estimated accuracy of +/- 6 seconds.
 CX1315
 CX1315.The orthometric height was determined by differential leveling
 CX1315.and adjusted by the National Geodetic Survey in June 1991..
 CX1315
 CX1315.The geoid height was determined by GEOID03.
 CX1315
 CX1315.The dynamic height is computed by dividing the NAVD 88
 CX1315.geopotential number by the normal gravity value computed on the
 CX1315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX1315.degrees latitude (g = 980.6199 gals.).
 CX1315
 CX1315.The modeled gravity was interpolated from observed gravity values.
 CX1315
 CX1315;                    North         East    Units  Estimated Accuracy
 CX1315;SPC NM C     -   125,000.      500,660.      MT  (+/- 180 meters Scaled)
 CX1315
 CX1315                          SUPERSEDED SURVEY CONTROL
 CX1315
 CX1315.No superseded survey control is available for this station.
 CX1315
 CX1315_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR827552(NAD 83)
 CX1315_MARKER: I = METAL ROD
 CX1315_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CX1315_SP_SET: STAINLESS STEEL ROD
 CX1315_STAMPING: B 411 1980
 CX1315_MARK LOGO: NGS   
 CX1315_PROJECTION: FLUSH
 CX1315_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CX1315_ROD/PIPE-DEPTH: 7.3  meters
 CX1315
 CX1315  HISTORY     - Date     Condition        Report By
 CX1315  HISTORY     - 1980     MONUMENTED       NGS
 CX1315
 CX1315                          STATION DESCRIPTION
 CX1315
 CX1315'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CX1315'16.3 KM (10.1 MI) NE FROM NEWMAN.
 CX1315'16.3 KM (10.1 MI) NORTHEAST ALONG U.S. HIGHWAY 54 FROM THE
 CX1315'TEXAS-NEW MEXICO STATE LINE IN NEWMAN, 4 POLES SOUTHWEST OF RAILROAD
 CX1315'MILE POST 1326, 59.3 METERS (194.5 FT) SOUTHEAST
 CX1315'OF THE CENTERLINE OF THE HIGHWAY, 54.0 FT (177.5 FT) SOUTHEAST OF
 CX1315'MILEPOST 10, 17.2 METERS (56.5 FT) NORTHWEST OF THE NEAR RAIL OF
 CX1315'THE SOUTHERN PACIFIC RAILROAD AND 0.6 METER (2.0 FT) NORTHEAST
 CX1315'OF A UTILITY POLE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A
 CX1315'5-INCH LOGO CAP.
 CX1315'THE MARK IS 0.5 METERS  NE FROM A WITNESS POST.
 CX1315'THE MARK IS 0.3 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1279 ***********************************************************************
 CX1279  DESIGNATION -  B 412
 CX1279  PID         -  CX1279
 CX1279  STATE/COUNTY-  NM/OTERO
 CX1279  USGS QUAD   -  TRES HERMANOS (1982)
 CX1279
 CX1279                         *CURRENT SURVEY CONTROL
 CX1279  ___________________________________________________________________
 CX1279* NAD 83(1986)-  32 39 32.     (N)    106 00 06.     (W)     SCALED    
 CX1279* NAVD 88     -      1219.921  (meters)    4002.36   (feet)  ADJUSTED  
 CX1279  ___________________________________________________________________
 CX1279  GEOID HEIGHT-         -22.70  (meters)                     GEOID03
 CX1279  DYNAMIC HT  -        1218.127 (meters)    3996.47  (feet)  COMP
 CX1279  MODELED GRAV-     979,126.2   (mgal)                       NAVD 88
 CX1279
 CX1279  VERT ORDER  -  FIRST     CLASS II
 CX1279
 CX1279.The horizontal coordinates were scaled from a topographic map and have
 CX1279.an estimated accuracy of +/- 6 seconds.
 CX1279
 CX1279.The orthometric height was determined by differential leveling
 CX1279.and adjusted by the National Geodetic Survey in June 1991..
 CX1279
 CX1279.The geoid height was determined by GEOID03.
 CX1279
 CX1279.The dynamic height is computed by dividing the NAVD 88
 CX1279.geopotential number by the normal gravity value computed on the
 CX1279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX1279.degrees latitude (g = 980.6199 gals.).
 CX1279
 CX1279.The modeled gravity was interpolated from observed gravity values.
 CX1279
 CX1279;                    North         East    Units  Estimated Accuracy
 CX1279;SPC NM C     -   183,950.      523,290.      MT  (+/- 180 meters Scaled)
 CX1279
 CX1279                          SUPERSEDED SURVEY CONTROL
 CX1279
 CX1279.No superseded survey control is available for this station.
 CX1279
 CX1279_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDS060139(NAD 83)
 CX1279_MARKER: I = METAL ROD
 CX1279_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CX1279_SP_SET: STAINLESS STEEL ROD
 CX1279_STAMPING: B 412 1980
 CX1279_MARK LOGO: NGS   
 CX1279_PROJECTION: FLUSH
 CX1279_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CX1279_ROD/PIPE-DEPTH: 3.3  meters
 CX1279
 CX1279  HISTORY     - Date     Condition        Report By
 CX1279  HISTORY     - 1980     MONUMENTED       NGS
 CX1279
 CX1279                          STATION DESCRIPTION
 CX1279
 CX1279'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CX1279'27.0 KM (16.8 MI) SOUTH FROM ALAMOGORDO.
 CX1279'27.0 KM (16.8 MI) SOUTHERLY ALONG THE SOUTHERN PACIFIC RAILROAD
 CX1279'FROM THE STATION IN ALAMOGORDO, 58.2 METERS
 CX1279'(191.0 FT) EAST OF THE CENTERLINE OF U.S. HIGHWAY 54, 13.1
 CX1279'METERS (43.0 FT) WEST OF THE NEAR RAIL, 0.6 METERS (2.0 FT) WEST OF
 CX1279'MILE POST 1366, AND 7.7 METERS (23.5 FT) NORTH OF A POWERLINE CROSSING
 CX1279'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CX1279'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 CX1279'THE MARK IS 1.8 M BELOW THEE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1365 ***********************************************************************
 CX1365  DESIGNATION -  B 413
 CX1365  PID         -  CX1365
 CX1365  STATE/COUNTY-  NM/DONA ANA
 CX1365  USGS QUAD   -  SELDEN CANYON (1982)
 CX1365
 CX1365                         *CURRENT SURVEY CONTROL
 CX1365  ___________________________________________________________________
 CX1365* NAD 83(1986)-  32 32 00.     (N)    106 59 26.     (W)     SCALED    
 CX1365* NAVD 88     -      1223.242  (meters)    4013.25   (feet)  ADJUSTED  
 CX1365  ___________________________________________________________________
 CX1365  GEOID HEIGHT-         -23.79  (meters)                     GEOID03
 CX1365  DYNAMIC HT  -        1221.442 (meters)    4007.35  (feet)  COMP
 CX1365  MODELED GRAV-     979,125.6   (mgal)                       NAVD 88
 CX1365
 CX1365  VERT ORDER  -  FIRST     CLASS II
 CX1365
 CX1365.The horizontal coordinates were scaled from a topographic map and have
 CX1365.an estimated accuracy of +/- 6 seconds.
 CX1365
 CX1365.The orthometric height was determined by differential leveling
 CX1365.and adjusted by the National Geodetic Survey in June 1991..
 CX1365
 CX1365.The geoid height was determined by GEOID03.
 CX1365
 CX1365.The dynamic height is computed by dividing the NAVD 88
 CX1365.geopotential number by the normal gravity value computed on the
 CX1365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX1365.degrees latitude (g = 980.6199 gals.).
 CX1365
 CX1365.The modeled gravity was interpolated from observed gravity values.
 CX1365
 CX1365;                    North         East    Units  Estimated Accuracy
 CX1365;SPC NM C     -   170,250.      430,440.      MT  (+/- 180 meters Scaled)
 CX1365
 CX1365                          SUPERSEDED SURVEY CONTROL
 CX1365
 CX1365.No superseded survey control is available for this station.
 CX1365
 CX1365_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS130013(NAD 83)
 CX1365_MARKER: DB = BENCH MARK DISK
 CX1365_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 CX1365_SP_SET: WINGWALL
 CX1365_STAMPING: B 413 1981
 CX1365_MARK LOGO: NGS   
 CX1365_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CX1365+STABILITY: POSITION/ELEVATION WELL
 CX1365
 CX1365  HISTORY     - Date     Condition        Report By
 CX1365  HISTORY     - 1981     MONUMENTED       NGS
 CX1365
 CX1365                          STATION DESCRIPTION
 CX1365
 CX1365'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CX1365'26.4 KM (16.45 MI) NW FROM DONA ANA.
 CX1365'1.2 KM (0.75 MI) SOUTHWEST ALONG COUNTY ROAD 320 FROM THE POST OFFICE
 CX1365'IN DONA ANA, THENCE 15.4 KM (9.6 MI) NORTHWEST ALONG ALONG COUNTY
 CX1365'ROAD 28, THENCE 9.8 KM (6.1 MI) NORTHWEST ALONG U. S. HIGHWAY 85,
 CX1365'IN TOP OF AND 0.2 METER (0.8 FT) NORTHEAST OF THE SOUTHWEST END
 CX1365'OF THE SOUTHWEST WINGWALL OF HIGHWAY BRIDGE NUMBER 1770, 4.9 METERS
 CX1365'(16.2 FT) WEST OF THE CENTERLINE OF THE HIGHWAY AND 0.2 METER
 CX1365'(0.8 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF THE BRIDGE.
 CX1365'THE MARK IS 0.3 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0681 ***********************************************************************
 CW0681  DESIGNATION -  B 414
 CW0681  PID         -  CW0681
 CW0681  STATE/COUNTY-  NM/EDDY
 CW0681  USGS QUAD   -  RED BLUFF (1985)
 CW0681
 CW0681                         *CURRENT SURVEY CONTROL
 CW0681  ___________________________________________________________________
 CW0681* NAD 83(1986)-  32 00 32.     (N)    104 02 28.     (W)     SCALED    
 CW0681* NAVD 88     -       911.129  (meters)    2989.26   (feet)  ADJUSTED  
 CW0681  ___________________________________________________________________
 CW0681  GEOID HEIGHT-         -25.56  (meters)                     GEOID03
 CW0681  DYNAMIC HT  -         909.792 (meters)    2984.88  (feet)  COMP
 CW0681  MODELED GRAV-     979,143.2   (mgal)                       NAVD 88
 CW0681
 CW0681  VERT ORDER  -  FIRST     CLASS II
 CW0681
 CW0681.The horizontal coordinates were scaled from a topographic map and have
 CW0681.an estimated accuracy of +/- 6 seconds.
 CW0681
 CW0681.The orthometric height was determined by differential leveling
 CW0681.and adjusted by the National Geodetic Survey in June 1991..
 CW0681
 CW0681.The geoid height was determined by GEOID03.
 CW0681
 CW0681.The dynamic height is computed by dividing the NAVD 88
 CW0681.geopotential number by the normal gravity value computed on the
 CW0681.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0681.degrees latitude (g = 980.6199 gals.).
 CW0681
 CW0681.The modeled gravity was interpolated from observed gravity values.
 CW0681
 CW0681;                    North         East    Units  Estimated Accuracy
 CW0681;SPC NM E     -   111,890.      192,610.      MT  (+/- 180 meters Scaled)
 CW0681
 CW0681                          SUPERSEDED SURVEY CONTROL
 CW0681
 CW0681.No superseded survey control is available for this station.
 CW0681
 CW0681_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SER905418(NAD 83)
 CW0681_MARKER: DB = BENCH MARK DISK
 CW0681_SETTING: 66 = SET IN ROCK OUTCROP
 CW0681_SP_SET: ROCK OUTCROP
 CW0681_STAMPING: B 414 1981
 CW0681_MARK LOGO: NGS   
 CW0681_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CW0681+STABILITY: POSITION/ELEVATION WELL
 CW0681
 CW0681  HISTORY     - Date     Condition        Report By
 CW0681  HISTORY     - 1981     MONUMENTED       NGS
 CW0681
 CW0681                          STATION DESCRIPTION
 CW0681
 CW0681'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CW0681'23.9 KM (14.85 MI) NW FROM ORLA.
 CW0681'23.9 KM (14.85 MI) NORTHWEST ALONG U.S. HIGHWAY 285 FROM ITS JUNCTION
 CW0681'WITH FARM ROAD 652 IN ORLA, TEXAS, OR, 24.5 KM (15.25 MI) SOUTHERLY
 CW0681'ALONG U.S. HIGHWAY 285 FROM THE POST OFFICE IN MALAGA, NEW MEXICO,
 CW0681'IN TOP OF THE CENTER OF A 3X6 FOOT EXPOSED AREA OF ROCK
 CW0681'OUTCROPPING, 1.6 KM (1.0 MI) NORTHWEST OF THE TEXAS STATE LINE,
 CW0681'0.2 KM (0.15 MI) SOUTHEAST OF MILE POST 1, 16.0 METERS (52.4 FT)
 CW0681'NORTHEAST OF A FENCE, 14.0 METERS (46.0 FT) SOUTHWEST OF THE
 CW0681'CENTERLINE OF THE HIGHWAY, AND 8.8 METERS (28.8 FT) SOUTH OF THE
 CW0681'SOUTHWEST END OF A 36-INCH GALVANIZED PIPE CULVERT.
 CW0681'THE MARK IS 0.2 METERS  NE FROM A WITNESS POST.
 CW0681'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0656 ***********************************************************************
 CW0656  DESIGNATION -  B 415
 CW0656  PID         -  CW0656
 CW0656  STATE/COUNTY-  NM/EDDY
 CW0656  USGS QUAD   -  CARLSBAD EAST (1985)
 CW0656
 CW0656                         *CURRENT SURVEY CONTROL
 CW0656  ___________________________________________________________________
 CW0656* NAD 83(1986)-  32 24 30.     (N)    104 13 30.     (W)     SCALED    
 CW0656* NAVD 88     -       943.251  (meters)    3094.65   (feet)  ADJUSTED  
 CW0656  ___________________________________________________________________
 CW0656  GEOID HEIGHT-         -24.28  (meters)                     GEOID03
 CW0656  DYNAMIC HT  -         941.915 (meters)    3090.27  (feet)  COMP
 CW0656  MODELED GRAV-     979,190.5   (mgal)                       NAVD 88
 CW0656
 CW0656  VERT ORDER  -  FIRST     CLASS II
 CW0656
 CW0656.The horizontal coordinates were scaled from a topographic map and have
 CW0656.an estimated accuracy of +/- 6 seconds.
 CW0656
 CW0656.The orthometric height was determined by differential leveling
 CW0656.and adjusted by the National Geodetic Survey in June 1991..
 CW0656
 CW0656.The geoid height was determined by GEOID03.
 CW0656
 CW0656.The dynamic height is computed by dividing the NAVD 88
 CW0656.geopotential number by the normal gravity value computed on the
 CW0656.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0656.degrees latitude (g = 980.6199 gals.).
 CW0656
 CW0656.The modeled gravity was interpolated from observed gravity values.
 CW0656
 CW0656;                    North         East    Units  Estimated Accuracy
 CW0656;SPC NM E     -   156,150.      175,190.      MT  (+/- 180 meters Scaled)
 CW0656
 CW0656                          SUPERSEDED SURVEY CONTROL
 CW0656
 CW0656.No superseded survey control is available for this station.
 CW0656
 CW0656_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SER728859(NAD 83)
 CW0656_MARKER: DB = BENCH MARK DISK
 CW0656_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CW0656_SP_SET: BRIDGE PIER
 CW0656_STAMPING: B 415 1981
 CW0656_MARK LOGO: NGS   
 CW0656_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CW0656+STABILITY: POSITION/ELEVATION WELL
 CW0656_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CW0656+SATELLITE: SATELLITE OBSERVATIONS - July 09, 2005
 CW0656
 CW0656  HISTORY     - Date     Condition        Report By
 CW0656  HISTORY     - 1981     MONUMENTED       NGS
 CW0656  HISTORY     - 20050709 GOOD             USPSQD
 CW0656
 CW0656                          STATION DESCRIPTION
 CW0656
 CW0656'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CW0656'IN CARLSBAD.
 CW0656'IN CARLSBAD, 0.2 KM (0.1 MI) SOUTHEAST OF THE PLAZA STREET CROSSING
 CW0656'OF THE ATCHISON, TOPEKA AND SANTA FE RAILROAD, SET VERTICALLY IN
 CW0656'THE EAST FACE OF THE SECOND PIER SOUTH OF THE NORTH END OF A RAILROAD
 CW0656'BRIDGE OVER DARK CANYON DRAW, 2.4 METERS (8.0 FT) EAST OF THE NEAR
 CW0656'RAIL, AND 2.7 METERS (9.0 FT) BELOW THE TRACKS.
 CW0656'THE MARK IS 1.2 M ABOVE THE GROUND.
 CW0656
 CW0656                          STATION RECOVERY (2005)
 CW0656
 CW0656'RECOVERY NOTE BY US POWER SQUADRON 2005 (BJK)
 CW0656'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0714 ***********************************************************************
 CW0714  DESIGNATION -  B 416
 CW0714  PID         -  CW0714
 CW0714  STATE/COUNTY-  NM/EDDY
 CW0714  USGS QUAD   -  DAYTON (1975)
 CW0714
 CW0714                         *CURRENT SURVEY CONTROL
 CW0714  ___________________________________________________________________
 CW0714* NAD 83(1986)-  32 41 49.     (N)    104 23 14.     (W)     SCALED    
 CW0714* NAVD 88     -      1028.276  (meters)    3373.60   (feet)  ADJUSTED  
 CW0714  ___________________________________________________________________
 CW0714  GEOID HEIGHT-         -23.34  (meters)                     GEOID03
 CW0714  DYNAMIC HT  -        1026.840 (meters)    3368.89  (feet)  COMP
 CW0714  MODELED GRAV-     979,207.2   (mgal)                       NAVD 88
 CW0714
 CW0714  VERT ORDER  -  FIRST     CLASS II
 CW0714
 CW0714.The horizontal coordinates were scaled from a topographic map and have
 CW0714.an estimated accuracy of +/- 6 seconds.
 CW0714
 CW0714.The orthometric height was determined by differential leveling
 CW0714.and adjusted by the National Geodetic Survey in June 1991..
 CW0714
 CW0714.The geoid height was determined by GEOID03.
 CW0714
 CW0714.The dynamic height is computed by dividing the NAVD 88
 CW0714.geopotential number by the normal gravity value computed on the
 CW0714.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0714.degrees latitude (g = 980.6199 gals.).
 CW0714
 CW0714.The modeled gravity was interpolated from observed gravity values.
 CW0714
 CW0714;                    North         East    Units  Estimated Accuracy
 CW0714;SPC NM E     -   188,150.      159,950.      MT  (+/- 180 meters Scaled)
 CW0714
 CW0714                          SUPERSEDED SURVEY CONTROL
 CW0714
 CW0714.No superseded survey control is available for this station.
 CW0714
 CW0714_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES574178(NAD 83)
 CW0714_MARKER: I = METAL ROD
 CW0714_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CW0714_SP_SET: STAINLESS STEEL ROD
 CW0714_STAMPING: B 416 1982
 CW0714_MARK LOGO: NGS   
 CW0714_PROJECTION: FLUSH
 CW0714_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CW0714_ROD/PIPE-DEPTH: 4.3  meters
 CW0714
 CW0714  HISTORY     - Date     Condition        Report By
 CW0714  HISTORY     - 1982     MONUMENTED       NGS
 CW0714
 CW0714                          STATION DESCRIPTION
 CW0714
 CW0714'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CW0714'17.4 KM (10.85 MI) SOUT FROM ARTESIA.
 CW0714'14.7 KM (9.15 MI) SOUTHERLY ALONG THE SANTA FE RAILROAD FROM THE
 CW0714'RAILROAD STATION IN ARTESIA, THENCE 1.1 KM (0.7 MI) WESTERLY ALONG
 CW0714'COUNTY ROAD 38, THENCE 1.6 KM (1.0 MI) SOUTHERLY ALONG U.S. HIGHWAY
 CW0714'285, 0.2 KM (0.1 MI) SOUTH OF MILEPOST 59, 15.0 METERS (49.2 FT) EAST
 CW0714'OF THE CENTERLINE OF THE NORTH BOUND LANES OF THE HIGHWAY AND 6.1
 CW0714'METERS (20.0 FT) SOUTH OF THE CENTER OF A FIELD ENTRANCE.  NOTE=ACCESS
 CW0714'TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CW0714'THE MARK IS 0.4 METERS  W FROM  A WITNESS POST AND FENCE
 CW0714'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0607 ***********************************************************************
 CW0607  DESIGNATION -  B 417
 CW0607  PID         -  CW0607
 CW0607  STATE/COUNTY-  NM/EDDY
 CW0607  USGS QUAD   -  INDIAN FLATS (1985)
 CW0607
 CW0607                         *CURRENT SURVEY CONTROL
 CW0607  ___________________________________________________________________
 CW0607* NAD 83(1986)-  32 25 34.     (N)    104 05 16.     (W)     SCALED    
 CW0607* NAVD 88     -       960.049  (meters)    3149.76   (feet)  ADJUSTED  
 CW0607  ___________________________________________________________________
 CW0607  GEOID HEIGHT-         -24.40  (meters)                     GEOID03
 CW0607  DYNAMIC HT  -         958.676 (meters)    3145.26  (feet)  COMP
 CW0607  MODELED GRAV-     979,177.3   (mgal)                       NAVD 88
 CW0607
 CW0607  VERT ORDER  -  FIRST     CLASS I
 CW0607
 CW0607.The horizontal coordinates were scaled from a topographic map and have
 CW0607.an estimated accuracy of +/- 6 seconds.
 CW0607
 CW0607.The orthometric height was determined by differential leveling
 CW0607.and adjusted by the National Geodetic Survey in June 1991..
 CW0607
 CW0607.The geoid height was determined by GEOID03.
 CW0607
 CW0607.The dynamic height is computed by dividing the NAVD 88
 CW0607.geopotential number by the normal gravity value computed on the
 CW0607.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0607.degrees latitude (g = 980.6199 gals.).
 CW0607
 CW0607.The modeled gravity was interpolated from observed gravity values.
 CW0607
 CW0607;                    North         East    Units  Estimated Accuracy
 CW0607;SPC NM E     -   158,140.      188,090.      MT  (+/- 180 meters Scaled)
 CW0607
 CW0607                          SUPERSEDED SURVEY CONTROL
 CW0607
 CW0607  NGVD 29 (??/??/92)  959.560  (m)         3148.16   (f) ADJ UNCH    1 1
 CW0607
 CW0607.Superseded values are not recommended for survey control.
 CW0607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0607.See file dsdata.txt to determine how the superseded data were derived.
 CW0607
 CW0607_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SER857880(NAD 83)
 CW0607_MARKER: I = METAL ROD
 CW0607_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CW0607_SP_SET: STAINLESS STEEL ROD
 CW0607_STAMPING: B 417 1981
 CW0607_MARK LOGO: NGS   
 CW0607_PROJECTION: PROJECTING 10 CENTIMETERS
 CW0607_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CW0607_ROD/PIPE-DEPTH: 4.9  meters
 CW0607
 CW0607  HISTORY     - Date     Condition        Report By
 CW0607  HISTORY     - 1981     MONUMENTED       NGS
 CW0607
 CW0607                          STATION DESCRIPTION
 CW0607
 CW0607'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CW0607'13.2 KM (8.25 MI) EAST FROM CARLSBAD.
 CW0607'3.9 KM (2.45 MI) NORTHEAST ALONG U.S. HIGHWAY 62 AND 180 FROM THE
 CW0607'EAST END OF THE BATAAN BRIDGE OVER THE PECOS RIVER, THENCE 9.3 KM
 CW0607'(5.8 MI) EAST ALONG A PIPE LINE ROAD, 0.6 KM (0.35 MI) EAST OF A
 CW0607'GRAVELED ROAD LEADING NORTH, 24.5 METERS (80.4 FT) SOUTH OF THE
 CW0607'SOUTH EDGE AND ACROSS THE ROAD FROM A STEEL CATTLE WATERING TANK
 CW0607'AND 6.7 METERS (22.0 FT) SOUTH OF THE CENTER OF THE ROAD.  NOTE=
 CW0607'ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CW0607'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 CW0607'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0760 ***********************************************************************
 DR0760  DESIGNATION -  B 418
 DR0760  PID         -  DR0760
 DR0760  STATE/COUNTY-  NM/CHAVES
 DR0760  USGS QUAD   -  ROSWELL NORTH (1975)
 DR0760
 DR0760                         *CURRENT SURVEY CONTROL
 DR0760  ___________________________________________________________________
 DR0760* NAD 83(1986)-  33 23 23.     (N)    104 31 01.     (W)     SCALED    
 DR0760* NAVD 88     -      1091.718  (meters)    3581.74   (feet)  ADJUSTED  
 DR0760  ___________________________________________________________________
 DR0760  GEOID HEIGHT-         -23.18  (meters)                     GEOID03
 DR0760  DYNAMIC HT  -        1090.234 (meters)    3576.88  (feet)  COMP
 DR0760  MODELED GRAV-     979,240.6   (mgal)                       NAVD 88
 DR0760
 DR0760  VERT ORDER  -  FIRST     CLASS II
 DR0760
 DR0760.The horizontal coordinates were scaled from a topographic map and have
 DR0760.an estimated accuracy of +/- 6 seconds.
 DR0760
 DR0760.The orthometric height was determined by differential leveling
 DR0760.and adjusted by the National Geodetic Survey in June 1991..
 DR0760
 DR0760.The geoid height was determined by GEOID03.
 DR0760
 DR0760.The dynamic height is computed by dividing the NAVD 88
 DR0760.geopotential number by the normal gravity value computed on the
 DR0760.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0760.degrees latitude (g = 980.6199 gals.).
 DR0760
 DR0760.The modeled gravity was interpolated from observed gravity values.
 DR0760
 DR0760;                    North         East    Units  Estimated Accuracy
 DR0760;SPC NM E     -   264,990.      147,920.      MT  (+/- 180 meters Scaled)
 DR0760
 DR0760                          SUPERSEDED SURVEY CONTROL
 DR0760
 DR0760.No superseded survey control is available for this station.
 DR0760
 DR0760_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES449945(NAD 83)
 DR0760_MARKER: I = METAL ROD
 DR0760_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DR0760_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 DR0760_STAMPING: B 418 1982
 DR0760_MARK LOGO: NGS   
 DR0760_PROJECTION: FLUSH
 DR0760_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DR0760+STABILITY: POSITION/ELEVATION WELL
 DR0760_ROD/PIPE-DEPTH: 13.4 meters
 DR0760_SLEEVE-DEPTH  : 9.1 meters
 DR0760
 DR0760  HISTORY     - Date     Condition        Report By
 DR0760  HISTORY     - 1982     MONUMENTED       NGS
 DR0760  HISTORY     - 1982     GOOD             NGS
 DR0760
 DR0760                          STATION DESCRIPTION
 DR0760
 DR0760'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 DR0760'IN ROSWELL.
 DR0760'IN ROSWELL, AT THE INTERSECTION OF THE SANTA FE RAILROAD AND STANTON
 DR0760'AVENUE, 15.8 METERS (51.8 FT) WEST OF THE CENTER OF THE AVENUE, 11.8
 DR0760'METERS (38.7 FT) NORTHEAST OF THE NEAR RAIL AND 2.7 METERS (8.9 FT)
 DR0760'WEST OF A UTILITY POLE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A
 DR0760'5-INCH LOGO CAP.
 DR0760'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 DR0760'THE MARK IS 0.3 M BELOW THE TRACKS.
 DR0760
 DR0760                          STATION RECOVERY (1982)
 DR0760
 DR0760'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 DR0760'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0749 ***********************************************************************
 CV0749  DESIGNATION -  B 419
 CV0749  PID         -  CV0749
 CV0749  STATE/COUNTY-  NM/EDDY
 CV0749  USGS QUAD   -  LIVINGSTON RIDGE (1985)
 CV0749
 CV0749                         *CURRENT SURVEY CONTROL
 CV0749  ___________________________________________________________________
 CV0749* NAD 83(1986)-  32 23 32.     (N)    103 47 25.     (W)     SCALED    
 CV0749* NAVD 88     -      1052.023  (meters)    3451.51   (feet)  ADJUSTED  
 CV0749  ___________________________________________________________________
 CV0749  GEOID HEIGHT-         -24.29  (meters)                     GEOID03
 CV0749  DYNAMIC HT  -        1050.507 (meters)    3446.54  (feet)  COMP
 CV0749  MODELED GRAV-     979,162.1   (mgal)                       NAVD 88
 CV0749
 CV0749  VERT ORDER  -  FIRST     CLASS I
 CV0749
 CV0749.The horizontal coordinates were scaled from a topographic map and have
 CV0749.an estimated accuracy of +/- 6 seconds.
 CV0749
 CV0749.The orthometric height was determined by differential leveling
 CV0749.and adjusted by the National Geodetic Survey in June 1991..
 CV0749
 CV0749.The geoid height was determined by GEOID03.
 CV0749
 CV0749.The dynamic height is computed by dividing the NAVD 88
 CV0749.geopotential number by the normal gravity value computed on the
 CV0749.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0749.degrees latitude (g = 980.6199 gals.).
 CV0749
 CV0749.The modeled gravity was interpolated from observed gravity values.
 CV0749
 CV0749;                    North         East    Units  Estimated Accuracy
 CV0749;SPC NM E     -   154,490.      216,090.      MT  (+/- 180 meters Scaled)
 CV0749
 CV0749                          SUPERSEDED SURVEY CONTROL
 CV0749
 CV0749  NGVD 29 (??/??/92) 1051.525  (m)         3449.88   (f) ADJ UNCH    1 1
 CV0749
 CV0749.Superseded values are not recommended for survey control.
 CV0749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0749.See file dsdata.txt to determine how the superseded data were derived.
 CV0749
 CV0749_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFR137845(NAD 83)
 CV0749_MARKER: I = METAL ROD
 CV0749_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CV0749+WITH SETTING: INFORMATION.
 CV0749_SP_SET: SHALLOW SET METAL ROD
 CV0749_STAMPING: B 419 1982
 CV0749_MARK LOGO: NGS   
 CV0749_PROJECTION: FLUSH
 CV0749_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CV0749_ROD/PIPE-DEPTH: 2.4  meters
 CV0749
 CV0749  HISTORY     - Date     Condition        Report By
 CV0749  HISTORY     - 1982     MONUMENTED       NGS
 CV0749  HISTORY     - 1983     GOOD             NGS
 CV0749
 CV0749                          STATION DESCRIPTION
 CV0749
 CV0749'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CV0749'62.0 KM (38.5 MI) EAST FROM CARLSBAD.
 CV0749'27.7 KM (17.2 MI) NORTHEASTERLY ALONG U. S. HIGHWAY 62 AND 180 FROM
 CV0749'THE EAST END OF THE BATAAN BRIDGE OVER THE PECOS RIVER IN CARLSBAD,
 CV0749'THENCE 12.6 KM (7.85 MI) SOUTHERLY ALONG STATE HIGHWAY 31, THENCE 8.1
 CV0749'KM (5.05 MI) EASTERLY ALONG A DIRT ROAD, THENCE 6.0 KM (3.75 MI)
 CV0749'SOUTHERLY ALONG A DIRT ROAD, THENCE 7.2 KM (4.45 MI) EASTERLY ALONG A
 CV0749'PIPELINE ROAD, THENCE 0.4 KM (0.25 MI) NORTHERLY ALONG A DIRT ROAD,
 CV0749'21.6 METERS (70.9 FT) EAST OF THE CENTER OF A T-ROAD LEADING WEST AND
 CV0749'17.7 METERS (58.1 FT) EAST OF THE CENTER OF THE ROAD.  NOTE=REFUSAL
 CV0749'WAS REACHED AT 8.0 FT.  ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 CV0749'LOGO CAP.
 CV0749'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 CV0749'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 CV0749
 CV0749                          STATION RECOVERY (1983)
 CV0749
 CV0749'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CV0749'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0181 ***********************************************************************
 DT0181  DESIGNATION -  B 42
 DT0181  PID         -  DT0181
 DT0181  STATE/COUNTY-  NM/CATRON
 DT0181  USGS QUAD   -  BULL BASIN (1965)
 DT0181
 DT0181                         *CURRENT SURVEY CONTROL
 DT0181  ___________________________________________________________________
 DT0181* NAD 83(1986)-  33 42 46.     (N)    108 53 50.     (W)     SCALED    
 DT0181* NAVD 88     -      2200.730  (meters)    7220.23   (feet)  ADJUSTED  
 DT0181  ___________________________________________________________________
 DT0181  GEOID HEIGHT-         -22.73  (meters)                     GEOID03
 DT0181  DYNAMIC HT  -        2197.211 (meters)    7208.68  (feet)  COMP
 DT0181  MODELED GRAV-     978,958.6   (mgal)                       NAVD 88
 DT0181
 DT0181  VERT ORDER  -  FIRST     CLASS II
 DT0181
 DT0181.The horizontal coordinates were scaled from a topographic map and have
 DT0181.an estimated accuracy of +/- 6 seconds.
 DT0181
 DT0181.The orthometric height was determined by differential leveling
 DT0181.and adjusted by the National Geodetic Survey in June 1991..
 DT0181
 DT0181.The geoid height was determined by GEOID03.
 DT0181
 DT0181.The dynamic height is computed by dividing the NAVD 88
 DT0181.geopotential number by the normal gravity value computed on the
 DT0181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0181.degrees latitude (g = 980.6199 gals.).
 DT0181
 DT0181.The modeled gravity was interpolated from observed gravity values.
 DT0181
 DT0181;                    North         East    Units  Estimated Accuracy
 DT0181;SPC NM W     -   301,310.      731,390.      MT  (+/- 180 meters Scaled)
 DT0181
 DT0181                          SUPERSEDED SURVEY CONTROL
 DT0181
 DT0181  NGVD 29 (??/??/92) 2199.754  (m)         7217.03   (f) ADJ UNCH    1 2
 DT0181
 DT0181.Superseded values are not recommended for survey control.
 DT0181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0181.See file dsdata.txt to determine how the superseded data were derived.
 DT0181
 DT0181_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC948322(NAD 83)
 DT0181_MARKER: DB = BENCH MARK DISK
 DT0181_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 DT0181_SP_SET: UNSPECIFIED ROCK
 DT0181_STAMPING: B 42 1934
 DT0181_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DT0181
 DT0181  HISTORY     - Date     Condition        Report By
 DT0181  HISTORY     - 1934     MONUMENTED       CGS
 DT0181  HISTORY     - 1965     GOOD             USGS
 DT0181
 DT0181                          STATION DESCRIPTION
 DT0181
 DT0181'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DT0181'8.9 MI W FROM RESERVE.
 DT0181'8.9 MILES WEST ALONG HWY. NO. 11.  (11.3 MILES SOUTH EAST OF LUNA, NEW
 DT0181'MEX.  ON STATE HWY. NO. 11, 2.9 MILES WEST OF JUNCTION WITH STATE HWY.
 DT0181'NO. 12, ABOUT 42 FT. SOUTH WEST OF CENTER LINE OF ANGLE IN ROAD, 30
 DT0181'FT. SOUTH OF CENTER LINE OF HWY., AND 24 FT. SOUTH OF SOUTH END OF
 DT0181'SMALL GALVANIZED CULVERT, IN LONE ROCK ABOUT 3 FT. HIGH.
 DT0181
 DT0181                          STATION RECOVERY (1965)
 DT0181
 DT0181'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 DT0181'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0518 ***********************************************************************
 EO0518  DESIGNATION -  B 420
 EO0518  PID         -  EO0518
 EO0518  STATE/COUNTY-  NM/CURRY
 EO0518  USGS QUAD   -  CLOVIS (1985)
 EO0518
 EO0518                         *CURRENT SURVEY CONTROL
 EO0518  ___________________________________________________________________
 EO0518* NAD 83(1986)-  34 23 48.     (N)    103 11 16.     (W)     SCALED    
 EO0518* NAVD 88     -      1292.170  (meters)    4239.39   (feet)  ADJUSTED  
 EO0518  ___________________________________________________________________
 EO0518  GEOID HEIGHT-         -23.64  (meters)                     GEOID03
 EO0518  DYNAMIC HT  -        1290.472 (meters)    4233.82  (feet)  COMP
 EO0518  MODELED GRAV-     979,276.8   (mgal)                       NAVD 88
 EO0518
 EO0518  VERT ORDER  -  FIRST     CLASS II
 EO0518
 EO0518.The horizontal coordinates were scaled from a topographic map and have
 EO0518.an estimated accuracy of +/- 6 seconds.
 EO0518
 EO0518.The orthometric height was determined by differential leveling
 EO0518.and adjusted by the National Geodetic Survey in June 1991..
 EO0518
 EO0518.The geoid height was determined by GEOID03.
 EO0518
 EO0518.The dynamic height is computed by dividing the NAVD 88
 EO0518.geopotential number by the normal gravity value computed on the
 EO0518.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0518.degrees latitude (g = 980.6199 gals.).
 EO0518
 EO0518.The modeled gravity was interpolated from observed gravity values.
 EO0518
 EO0518;                    North         East    Units  Estimated Accuracy
 EO0518;SPC NM E     -   377,250.      270,330.      MT  (+/- 180 meters Scaled)
 EO0518
 EO0518                          SUPERSEDED SURVEY CONTROL
 EO0518
 EO0518.No superseded survey control is available for this station.
 EO0518
 EO0518_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFU665076(NAD 83)
 EO0518_MARKER: I = METAL ROD
 EO0518_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 EO0518_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 EO0518_STAMPING: B 420 1982
 EO0518_MARK LOGO: NGS   
 EO0518_PROJECTION: FLUSH
 EO0518_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EO0518+STABILITY: POSITION/ELEVATION WELL
 EO0518_ROD/PIPE-DEPTH: 10.4 meters
 EO0518_SLEEVE-DEPTH  : 9.1 meters
 EO0518
 EO0518  HISTORY     - Date     Condition        Report By
 EO0518  HISTORY     - 1982     MONUMENTED       NGS
 EO0518  HISTORY     - 1982     GOOD             NGS
 EO0518  HISTORY     - 1982     GOOD             NGS
 EO0518  HISTORY     - 1984     GOOD             NGS
 EO0518
 EO0518                          STATION DESCRIPTION
 EO0518
 EO0518'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 EO0518'0.9 KM (0.55 MI) SE FROM CLOVIS.
 EO0518'0.8 KM (0.5 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 70 AND 84 FROM ITS
 EO0518'JUNCTION WITH STATE HIGHWAY 18 IN CLOVIS, THENCE 0.1 KM (0.05 MI)
 EO0518'SOUTHERLY ALONG A PRIVATE ROAD, 18.8 METERS (61.7 FT) NORTH OF THE
 EO0518'NEAR RAIL OF THE SANTA FE RAILROAD, 18.2 METERS (59.7 FT) NORTHWEST OF
 EO0518'THE NORTHWEST CORNER OF A 2 BY 8 FT METAL RAILROAD SIGNAL BOX, 10.9
 EO0518'METERS (35.8 FT) WEST OF THE CENTER OF THE ROAD AND 1.4 METERS (4.6
 EO0518'FT) EAST OF A UTILITY POLE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH
 EO0518'A 5-INCH LOGO CAP.
 EO0518'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 EO0518'THE MARK IS 1.5 M BELOW THE TRACKS.
 EO0518
 EO0518                          STATION RECOVERY (1982)
 EO0518
 EO0518'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 EO0518'RECOVERED IN GOOD CONDITION.
 EO0518
 EO0518                          STATION RECOVERY (1982)
 EO0518
 EO0518'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 EO0518'RECOVERED IN GOOD CONDITION.
 EO0518
 EO0518                          STATION RECOVERY (1984)
 EO0518
 EO0518'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 EO0518'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0496 ***********************************************************************
 EO0496  FBN         -  This is a Federal Base Network Control Station.
 EO0496  SACS        -  This is a Secondary Airport Control Station.
 EO0496  DESIGNATION -  B 421
 EO0496  PID         -  EO0496
 EO0496  STATE/COUNTY-  NM/ROOSEVELT
 EO0496  USGS QUAD   -  BETHEL (1985)
 EO0496
 EO0496                         *CURRENT SURVEY CONTROL
 EO0496  ___________________________________________________________________
 EO0496* NAD 83(1992)-  34 08 01.66580(N)    103 24 44.35104(W)     ADJUSTED  
 EO0496* NAVD 88     -      1243.414  (meters)    4079.43   (feet)  ADJUSTED  
 EO0496  ___________________________________________________________________
 EO0496  X           -  -1,226,114.666 (meters)                     COMP
 EO0496  Y           -  -5,141,786.258 (meters)                     COMP
 EO0496  Z           -   3,559,425.654 (meters)                     COMP
 EO0496  LAPLACE CORR-          -0.36  (seconds)                    DEFLEC99
 EO0496  ELLIP HEIGHT-        1220.63  (meters)          (05/26/00) GPS OBS
 EO0496  GEOID HEIGHT-         -22.79  (meters)                     GEOID03
 EO0496  DYNAMIC HT  -        1241.804 (meters)    4074.15  (feet)  COMP
 EO0496  MODELED GRAV-     979,297.0   (mgal)                       NAVD 88
 EO0496
 EO0496  HORZ ORDER  -  B
 EO0496  VERT ORDER  -  FIRST     CLASS II
 EO0496  ELLP ORDER  -  SECOND    CLASS I
 EO0496
 EO0496.This mark is at Portales Airport (Q34)
 EO0496
 EO0496.The horizontal coordinates were established by GPS observations
 EO0496.and adjusted by the National Geodetic Survey in May 1992..
 EO0496
 EO0496.The orthometric height was determined by differential leveling
 EO0496.and adjusted by the National Geodetic Survey in June 1991..
 EO0496
 EO0496.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EO0496
 EO0496.The Laplace correction was computed from DEFLEC99 derived deflections.
 EO0496
 EO0496.The ellipsoidal height was determined by GPS observations
 EO0496.and is referenced to NAD 83.
 EO0496
 EO0496.The geoid height was determined by GEOID03.
 EO0496
 EO0496.The dynamic height is computed by dividing the NAVD 88
 EO0496.geopotential number by the normal gravity value computed on the
 EO0496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0496.degrees latitude (g = 980.6199 gals.).
 EO0496
 EO0496.The modeled gravity was interpolated from observed gravity values.
 EO0496
 EO0496;                    North         East     Units Scale Factor Converg.
 EO0496;SPC NM E     -   347,879.797   249,947.652   MT  0.99999801   +0 31 00.6
 EO0496;SPC NM E     - 1,141,335.63    820,036.59   sFT  0.99999801   +0 31 00.6
 EO0496;UTM  13      - 3,778,129.505   646,395.551   MT  0.99986419   +0 53 27.8
 EO0496
 EO0496!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EO0496!SPC NM E     -   0.99980842  x   0.99999801  =   0.99980643
 EO0496!UTM  13      -   0.99980842  x   0.99986419  =   0.99967264
 EO0496
 EO0496:                Primary Azimuth Mark                     Grid Az
 EO0496:SPC NM E     -  PORPORT                                  048 07 57.4
 EO0496:UTM  13      -  PORPORT                                  047 45 30.2
 EO0496
 EO0496|---------------------------------------------------------------------|
 EO0496| PID    Reference Object                     Distance      Geod. Az  |
 EO0496|                                                           dddmmss.s |
 EO0496| EO0712 PORPORT                             461.778 METERS 0483858.0 |
 EO0496|---------------------------------------------------------------------|
 EO0496
 EO0496                          SUPERSEDED SURVEY CONTROL
 EO0496
 EO0496  ELLIP H (12/21/93) 1220.65   (m)                       GP(       ) 4 1
 EO0496  NAD 83(1986)-  34 08 01.67586(N)    103 24 44.34524(W) AD(       ) 3
 EO0496  NAD 83(1986)-  34 08 01.66794(N)    103 24 44.35008(W) AD(       ) 1
 EO0496  NAD 27      -  34 08 01.38262(N)    103 24 42.59834(W) AD(       ) 1
 EO0496  NAVD 88 (05/26/92) 1243.41   (m)         4079.4    (f) LEVELING    3  
 EO0496  NGVD 29 (03/22/89) 1242.87   (m)         4077.6    (f) LEVELING    3  
 EO0496
 EO0496.Superseded values are not recommended for survey control.
 EO0496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0496.See file dsdata.txt to determine how the superseded data were derived.
 EO0496
 EO0496_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFT4639678130(NAD 83)
 EO0496_MARKER: F = FLANGE-ENCASED ROD
 EO0496_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EO0496_SP_SET: STAINLESS STEEL ROD
 EO0496_STAMPING: B 421 1982
 EO0496_MARK LOGO: NGS   
 EO0496_PROJECTION: FLUSH
 EO0496_MAGNETIC: N = NO MAGNETIC MATERIAL
 EO0496_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EO0496_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EO0496+SATELLITE: SATELLITE OBSERVATIONS - November 04, 1998
 EO0496_ROD/PIPE-DEPTH: 4.6  meters
 EO0496
 EO0496  HISTORY     - Date     Condition        Report By
 EO0496  HISTORY     - 1982     MONUMENTED       NGS
 EO0496  HISTORY     - 1988     GOOD             NGS
 EO0496  HISTORY     - 19890227 GOOD             NGS
 EO0496  HISTORY     - 19960116 GOOD             CHANCE
 EO0496  HISTORY     - 19970410 GOOD             NGS
 EO0496  HISTORY     - 19981104 GOOD             NGS
 EO0496  HISTORY     - 20000426 GOOD             TXDOT
 EO0496
 EO0496                          STATION DESCRIPTION
 EO0496
 EO0496'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 EO0496'9.1 KM (5.65 MI) SW FROM PORTALES.
 EO0496'9.1 KM (5.65 MI) SOUTHWESTERLY ALONG THE SANTA FE RAILROAD FROM THE
 EO0496'RAILROAD STATION IN PORTALES, 0.3 KM (0.2 MI) SOUTHWEST OF MILEPOST
 EO0496'23, 23.6 METERS (77.4 FT) SOUTHEAST OF THE NEAR RAIL, 21.5 METERS
 EO0496'(70.5 FT) NORTHWEST OF THE CENTERLINE OF U.S.  HIGHWAY 70 AND 1.7
 EO0496'METERS (5.6 FT) NORTH-NORTHEAST OF A UTILITY POLE.  NOTE=ACCESS TO THE
 EO0496'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 EO0496'THE MARK IS 0.3 METERS  SSW FROM A WITNESS POST.
 EO0496'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 EO0496
 EO0496                          STATION RECOVERY (1988)
 EO0496
 EO0496'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 (MRM)
 EO0496'THE STATION WAS RECOVERED AT THIS DATE.
 EO0496'
 EO0496'THE STATION IS LOCATED ABOUT 7.0 KM (4.35 MI)
 EO0496'SOUTHWEST OF PORTALES, ON RAILROAD RIGHT-OF-WAY.
 EO0496'OWNERSHIP--SANTA FE RAILROAD.
 EO0496'
 EO0496'TO REACH THE STATION FROM THE COURTHOUSE IN PORTALES, GO
 EO0496'SOUTHWEST FOR 1.4 KM (0.85 MI) ON U.S. HIGHWAY 70 TO AN OVERHEAD
 EO0496'WALKWAY AT EASTERN NEW MEXICO UNIVERSITY.  CONTINUE SOUTHWEST FOR
 EO0496'6.7 KM (4.15 MI) ON HIGHWAY 70 TO A DIRT CROSSROAD.  CONTINUE
 EO0496'SOUTHWEST FOR 0.8 KM (0.5 MI) ON HIGHWAY 70 TO THE STATION ON THE
 EO0496'RIGHT.
 EO0496'
 EO0496'THE STATION IS A PUNCH MARK ON TOP OF A DATUM POINT ON A STAINLESS
 EO0496'STEEL ROD
 EO0496'THAT IS ---UNSTAMPED---,
 EO0496'DRIVEN TO AN UNKNOWN DEPTH, RECESSED 15 CM BELOW GROUND, ENCASED IN
 EO0496'A PVC PIPE WITH NGS LOGO FLANGE STAMPED---B 421 1982---, FLUSH WITH
 EO0496'GROUND.  LOCATED
 EO0496'23.8 METERS (78.1 FT) SOUTHEAST FROM THE SOUTHEAST RAIL OF RAILROAD,
 EO0496'21.2 METERS (69.6 FT) NORTHWEST FROM THE APPROXIMATE CENTER OF THE
 EO0496'HIGHWAY,
 EO0496'1.7 METERS (5.6 FT) NORTHEAST FROM A UTILITY POLE AND
 EO0496'0.4 METERS (1.3 FT) SOUTHWEST FROM A CARSONITE WITNESS POST.
 EO0496'
 EO0496'THIS STATION WAS USED AS AN AZIMUTH MARK FOR STATION PORPORT.
 EO0496'
 EO0496'NEW MEXICO FAA - FEBRUARY, 1988.
 EO0496'
 EO0496'THIS STATION SUITABLE FOR GPS SURVEYS.
 EO0496'
 EO0496'DESCRIBED BY E.J. HANSMANN.
 EO0496
 EO0496                          STATION RECOVERY (1989)
 EO0496
 EO0496'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 EO0496'RECOVERED IN GOOD CONDITION.
 EO0496
 EO0496                          STATION RECOVERY (1996)
 EO0496
 EO0496'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (KB)
 EO0496'RECOVERED AS DESCRIBED IN GOOD CONDITION. THE STATION IS DESIGNATED AS
 EO0496'A SECONDARY AIRPORT CONTROL STATION (SACS) - NEW MEXICO ANA SURVEYS
 EO0496'1996
 EO0496
 EO0496                          STATION RECOVERY (1997)
 EO0496
 EO0496'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 EO0496'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 10 APR 1997 (WCW) .
 EO0496'RECOVERED AS DESCRIBED WITH CHANGES.  THE UTILITY POLE HAS BEEN
 EO0496'REMOVED.  THE MARK IS RECESSED 6 CM BELOW THE NGS LOGO CAP.  THIS
 EO0496'STATION HAS BEEN SELECTED TO BE THIS AIRPORTS SECONDARY AIRPORT
 EO0496'CONTROL STATION, (SACS) .
 EO0496
 EO0496                          STATION RECOVERY (1998)
 EO0496
 EO0496'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (WAS)
 EO0496'THE STATION IS LOCATED ABOUT 5.5 MI (8.9 KM) SOUTHWEST OF PORTALES.
 EO0496'OWNERSHIP--ATCHISON, TOPEKA AND SANTA FE RAILROAD,TELEPHONE
 EO0496'505-584-2261, 512 HIGHWAY 60 EAST, VAUGHN NM 88353.  TO REACH THE
 EO0496'STATION FROM THE COURTHOUSE IN PORTALES, GO SOUTHWEST ON US HIGHWAY 70
 EO0496'FOR 0.85 MI (1.37 KM) TO AN OVERHEAD PEDESTRIAN BRIDGE AT EASTERN NEW
 EO0496'MEXICO UNIVERSITY.  CONTINUE ON HIGHWAY 70 FOR 3.5 MI (5.6 KM) TO
 EO0496'AIRPORT ROAD ON THE RIGHT.  CONTINUE 1.25 MI (2.01 KM) ON HIGHWAY 70
 EO0496'TO THE STATION ON THE RIGHT.  THE STATION IS A PUNCH MARK ON THE TOP
 EO0496'OF A DATUM CAP CRIMPED TO THE TOP OF A STAINLESS STEEL ROD THAT IS
 EO0496'ACCESSED THROUGH AN ALUMINUM LOGO CAP.  LOCATED 23.6 M (77.4 FT)
 EO0496'SOUTHEAST FROM THE SOUTHEAST RAILROAD RAIL, 21.2 M (69.6 FT) NORTHWEST
 EO0496'FROM THE CENTER OF THE HIGHWAY, 6.0 M (19.7 FT) NORTHWEST FROM THE
 EO0496'HIGHWAY RIGHT OF WAY FENCE AND 0.4 M (1.3 FT) SOUTHWEST FROM A
 EO0496'FIBERGLASS WITNESS POST.
 EO0496
 EO0496                          STATION RECOVERY (2000)
 EO0496
 EO0496'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 2000 (WEH)
 EO0496'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0647 ***********************************************************************
 EQ0647  DESIGNATION -  B 423
 EQ0647  PID         -  EQ0647
 EQ0647  STATE/COUNTY-  NM/SOCORRO
 EQ0647  USGS QUAD   -  ABEYTAS (1979)
 EQ0647
 EQ0647                         *CURRENT SURVEY CONTROL
 EQ0647  ___________________________________________________________________
 EQ0647* NAD 83(1986)-  34 28 10.     (N)    106 48 40.     (W)     SCALED    
 EQ0647* NAVD 88     -      1449.809  (meters)    4756.58   (feet)  ADJUSTED  
 EQ0647  ___________________________________________________________________
 EQ0647  GEOID HEIGHT-         -21.83  (meters)                     GEOID03
 EQ0647  DYNAMIC HT  -        1447.800 (meters)    4749.99  (feet)  COMP
 EQ0647  MODELED GRAV-     979,200.0   (mgal)                       NAVD 88
 EQ0647
 EQ0647  VERT ORDER  -  FIRST     CLASS II
 EQ0647
 EQ0647.The horizontal coordinates were scaled from a topographic map and have
 EQ0647.an estimated accuracy of +/- 6 seconds.
 EQ0647
 EQ0647.The orthometric height was determined by differential leveling
 EQ0647.and adjusted by the National Geodetic Survey in June 1991..
 EQ0647
 EQ0647.The geoid height was determined by GEOID03.
 EQ0647
 EQ0647.The dynamic height is computed by dividing the NAVD 88
 EQ0647.geopotential number by the normal gravity value computed on the
 EQ0647.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0647.degrees latitude (g = 980.6199 gals.).
 EQ0647
 EQ0647.The modeled gravity was interpolated from observed gravity values.
 EQ0647
 EQ0647;                    North         East    Units  Estimated Accuracy
 EQ0647;SPC NM C     -   384,870.      448,450.      MT  (+/- 180 meters Scaled)
 EQ0647
 EQ0647                          SUPERSEDED SURVEY CONTROL
 EQ0647
 EQ0647.No superseded survey control is available for this station.
 EQ0647
 EQ0647_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU336156(NAD 83)
 EQ0647_MARKER: I = METAL ROD
 EQ0647_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EQ0647_SP_SET: STAINLESS STEEL ROD
 EQ0647_STAMPING: B 423 1982
 EQ0647_MARK LOGO: NGS   
 EQ0647_PROJECTION: FLUSH
 EQ0647_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EQ0647_ROD/PIPE-DEPTH: 21.9 meters
 EQ0647
 EQ0647  HISTORY     - Date     Condition        Report By
 EQ0647  HISTORY     - 1982     MONUMENTED       NGS
 EQ0647
 EQ0647                          STATION DESCRIPTION
 EQ0647
 EQ0647'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 EQ0647'6.0 KM (3.75 MI) NORTH FROM BERNARDO.
 EQ0647'6.0 KM (3.75 MI) NORTHERLY ALONG STATE HIGHWAY 116 FROM ITS JUNCTION
 EQ0647'WITH U. S. HIGHWAY 60 IN BERNARDO, 0.4 KM (0.25 MI) SOUTH OF MILEPOST
 EQ0647'4, 13.4 METERS (44.0 FT) WEST OF THE CENTERLINE OF THE HIGHWAY, 9.0
 EQ0647'METERS (29.5 FT) NORTH OF THE CENTER OF A DIRT ROAD, 2.0 METERS (6.6
 EQ0647'FT) NORTH OF A UTILITY POLE AND 1.4 METERS (4.6 FT) NORTH-NORTHWEST OF
 EQ0647'A FENCE CORNER.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 EQ0647'LOGO CAP.
 EQ0647'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST AND FENCE
 EQ0647'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0865 ***********************************************************************
 FO0865  DESIGNATION -  B 424
 FO0865  PID         -  FO0865
 FO0865  STATE/COUNTY-  NM/BERNALILLO
 FO0865  USGS QUAD   -  ALBUQUERQUE WEST (1990)
 FO0865
 FO0865                         *CURRENT SURVEY CONTROL
 FO0865  ___________________________________________________________________
 FO0865* NAD 83(1986)-  35 05 13.     (N)    106 38 47.     (W)     SCALED    
 FO0865* NAVD 88     -      1512.838  (meters)    4963.37   (feet)  ADJUSTED  
 FO0865  ___________________________________________________________________
 FO0865  GEOID HEIGHT-         -21.31  (meters)                     GEOID03
 FO0865  DYNAMIC HT  -        1510.768 (meters)    4956.58  (feet)  COMP
 FO0865  MODELED GRAV-     979,214.0   (mgal)                       NAVD 88
 FO0865
 FO0865  VERT ORDER  -  FIRST     CLASS II
 FO0865
 FO0865.The horizontal coordinates were scaled from a topographic map and have
 FO0865.an estimated accuracy of +/- 6 seconds.
 FO0865
 FO0865.The orthometric height was determined by differential leveling
 FO0865.and adjusted by the National Geodetic Survey in June 1991..
 FO0865
 FO0865.The geoid height was determined by GEOID03.
 FO0865
 FO0865.The dynamic height is computed by dividing the NAVD 88
 FO0865.geopotential number by the normal gravity value computed on the
 FO0865.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0865.degrees latitude (g = 980.6199 gals.).
 FO0865
 FO0865.The modeled gravity was interpolated from observed gravity values.
 FO0865
 FO0865;                    North         East    Units  Estimated Accuracy
 FO0865;SPC NM C     -   453,290.      463,860.      MT  (+/- 180 meters Scaled)
 FO0865
 FO0865                          SUPERSEDED SURVEY CONTROL
 FO0865
 FO0865  NGVD 29 (??/??/92) 1512.017  (m)         4960.68   (f) ADJ UNCH    1 2
 FO0865
 FO0865.Superseded values are not recommended for survey control.
 FO0865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0865.See file dsdata.txt to determine how the superseded data were derived.
 FO0865
 FO0865_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU499839(NAD 83)
 FO0865_MARKER: DB = BENCH MARK DISK
 FO0865_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 FO0865_SP_SET: PIER
 FO0865_STAMPING: B 424 1982
 FO0865_MARK LOGO: NGS   
 FO0865_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FO0865+STABILITY: POSITION/ELEVATION WELL
 FO0865
 FO0865  HISTORY     - Date     Condition        Report By
 FO0865  HISTORY     - 1982     MONUMENTED       NGS
 FO0865  HISTORY     - 20050108 GOOD             GEOCAC
 FO0865
 FO0865                          STATION DESCRIPTION
 FO0865
 FO0865'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FO0865'IN ALBUQUERQUE.
 FO0865'IN ALBUQUERQUE, AT THE MARQUETTE AVENUE BRIDGE CROSSING THE SANTA FE
 FO0865'RAILROAD, SET VERTICALLY IN THE SOUTH FACE OF THE 5TH PIER WEST OF THE
 FO0865'EAST END OF THE BRIDGE, 6.1 METERS (20.0 FT) WEST OF A FENCE, 2.9
 FO0865'METERS (9.5 FT) WEST OF THE NEAR RAIL, AND 2.5 METERS (8.0 FT) SOUTH
 FO0865'OF THE CENTER OF THE WESTBOUND LANE.
 FO0865'THE MARK IS 1.3 M ABOVE THE GROUND.
 FO0865
 FO0865                          STATION RECOVERY (2005)
 FO0865
 FO0865'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 FO0865'STATION FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0837 ***********************************************************************
 FO0837  DESIGNATION -  B 425
 FO0837  PID         -  FO0837
 FO0837  STATE/COUNTY-  NM/BERNALILLO
 FO0837  USGS QUAD   -  LA MESITA NEGRA (1990)
 FO0837
 FO0837                         *CURRENT SURVEY CONTROL
 FO0837  ___________________________________________________________________
 FO0837* NAD 83(1986)-  35 01 16.     (N)    106 59 44.     (W)     SCALED    
 FO0837* NAVD 88     -      1647.502  (meters)    5405.18   (feet)  ADJUSTED  
 FO0837  ___________________________________________________________________
 FO0837  GEOID HEIGHT-         -21.43  (meters)                     GEOID03
 FO0837  DYNAMIC HT  -        1645.238 (meters)    5397.75  (feet)  COMP
 FO0837  MODELED GRAV-     979,202.7   (mgal)                       NAVD 88
 FO0837
 FO0837  VERT ORDER  -  FIRST     CLASS II
 FO0837
 FO0837.The horizontal coordinates were scaled from a topographic map and have
 FO0837.an estimated accuracy of +/- 6 seconds.
 FO0837
 FO0837.The orthometric height was determined by differential leveling
 FO0837.and adjusted by the National Geodetic Survey in June 1991..
 FO0837
 FO0837.The geoid height was determined by GEOID03.
 FO0837
 FO0837.The dynamic height is computed by dividing the NAVD 88
 FO0837.geopotential number by the normal gravity value computed on the
 FO0837.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0837.degrees latitude (g = 980.6199 gals.).
 FO0837
 FO0837.The modeled gravity was interpolated from observed gravity values.
 FO0837
 FO0837;                    North         East    Units  Estimated Accuracy
 FO0837;SPC NM C     -   446,170.      431,960.      MT  (+/- 180 meters Scaled)
 FO0837
 FO0837                          SUPERSEDED SURVEY CONTROL
 FO0837
 FO0837.No superseded survey control is available for this station.
 FO0837
 FO0837_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU179772(NAD 83)
 FO0837_MARKER: I = METAL ROD
 FO0837_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FO0837_SP_SET: STAINLESS STEEL ROD
 FO0837_STAMPING: B 425 1982
 FO0837_MARK LOGO: NGS   
 FO0837_PROJECTION: FLUSH
 FO0837_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FO0837_ROD/PIPE-DEPTH: 7.3  meters
 FO0837
 FO0837  HISTORY     - Date     Condition        Report By
 FO0837  HISTORY     - 1982     MONUMENTED       NGS
 FO0837
 FO0837                          STATION DESCRIPTION
 FO0837
 FO0837'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FO0837'28.6 KM (17.75 MI) SW FROM ALBUQUERQUE.
 FO0837'28.6 KM (17.75 MI) SOUTHWESTERLY ALONG INTERSTATE HIGHWAY 40 FROM ITS
 FO0837'JUNCTION WITH STATE HIGHWAY 448, AT THE NORTHWEST EDGE OF ALBUQUERQUE,
 FO0837'0.6 KM (0.35 MI) NORTHEAST OF MILEPOST 137, 20.8 METERS (68.2 FT)
 FO0837'NORTHWEST OF THE CENTERLINE OF THE WEST BOUND LANES OF THE HIGHWAY AND
 FO0837'7.5 METERS (24.6 FT) SOUTHEAST OF THE CENTERLINE OF A PAVED ROAD.
 FO0837'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 FO0837'THE MARK IS 1.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0847 ***********************************************************************
 FO0847  DESIGNATION -  B 426
 FO0847  PID         -  FO0847
 FO0847  STATE/COUNTY-  NM/CIBOLA
 FO0847  USGS QUAD   -  LAGUNA (1971)
 FO0847
 FO0847                         *CURRENT SURVEY CONTROL
 FO0847  ___________________________________________________________________
 FO0847* NAD 83(1986)-  35 02 19.     (N)    107 22 55.     (W)     SCALED    
 FO0847* NAVD 88     -      1767.736  (meters)    5799.65   (feet)  ADJUSTED  
 FO0847  ___________________________________________________________________
 FO0847  GEOID HEIGHT-         -20.91  (meters)                     GEOID03
 FO0847  DYNAMIC HT  -        1765.281 (meters)    5791.59  (feet)  COMP
 FO0847  MODELED GRAV-     979,182.9   (mgal)                       NAVD 88
 FO0847
 FO0847  VERT ORDER  -  FIRST     CLASS II
 FO0847
 FO0847.The horizontal coordinates were scaled from a topographic map and have
 FO0847.an estimated accuracy of +/- 6 seconds.
 FO0847
 FO0847.The orthometric height was determined by differential leveling
 FO0847.and adjusted by the National Geodetic Survey in June 1991..
 FO0847
 FO0847.The geoid height was determined by GEOID03.
 FO0847
 FO0847.The dynamic height is computed by dividing the NAVD 88
 FO0847.geopotential number by the normal gravity value computed on the
 FO0847.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0847.degrees latitude (g = 980.6199 gals.).
 FO0847
 FO0847.The modeled gravity was interpolated from observed gravity values.
 FO0847
 FO0847;                    North         East    Units  Estimated Accuracy
 FO0847;SPC NM W     -   447,960.      871,180.      MT  (+/- 180 meters Scaled)
 FO0847
 FO0847                          SUPERSEDED SURVEY CONTROL
 FO0847
 FO0847.No superseded survey control is available for this station.
 FO0847
 FO0847_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBU827799(NAD 83)
 FO0847_MARKER: DB = BENCH MARK DISK
 FO0847_SETTING: 66 = SET IN ROCK OUTCROP
 FO0847_SP_SET: ROCK OUTCROP
 FO0847_STAMPING: B 426 1982
 FO0847_MARK LOGO: NGS   
 FO0847_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FO0847+STABILITY: POSITION/ELEVATION WELL
 FO0847
 FO0847  HISTORY     - Date     Condition        Report By
 FO0847  HISTORY     - 1982     MONUMENTED       NGS
 FO0847
 FO0847                          STATION DESCRIPTION
 FO0847
 FO0847'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FO0847'48.3 KM (30.0 MI) SE FROM GRANTS.
 FO0847'8.0 KM (4.95 MI) SOUTHEASTERLY ALONG THE SANTA FE RAILROAD FROM THE
 FO0847'RAILROAD STATION IN GRANTS, THENCE 11.6 KM (7.2 MI) SOUTHEASTERLY
 FO0847'ALONG A PAVED ROAD, THENCE 27.5 KM (17.1 MI) EASTERLY ALONG THE SANTA
 FO0847'FE RAILROAD, THENCE 1.2 KM (0.75 MI) SOUTHEASTERLY ALONG A PAVED ROAD,
 FO0847'IN TOP OF AN EXPOSED AREA OF BEDROCK AT THE EAST END OF A HIGHWAY CUT,
 FO0847'40.5 METERS (132.9 FT) WEST OF THE CENTER OF A DIRT ROAD LEADING
 FO0847'NORTH, 14.5 METERS (47.6 FT) SOUTH OF A FENCE, 9.7 METERS (31.8 FT)
 FO0847'NORTH OF THE CENTERLINE OF THE WEST BOUND LANES OF THE HIGHWAY AND 1.6
 FO0847'METERS (5.2 FT) WEST OF THE EAST END OF THE CUT.
 FO0847'THE MARK IS 0.3 METERS  ESE FROM A WITNESS POST.
 FO0847'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0557 ***********************************************************************
 EO0557  DESIGNATION -  B 427
 EO0557  PID         -  EO0557
 EO0557  STATE/COUNTY-  NM/CURRY
 EO0557  USGS QUAD   -  PORTAIR (1985)
 EO0557
 EO0557                         *CURRENT SURVEY CONTROL
 EO0557  ___________________________________________________________________
 EO0557* NAD 83(1986)-  34 24 13.     (N)    103 17 47.     (W)     SCALED    
 EO0557* NAVD 88     -      1310.624  (meters)    4299.94   (feet)  ADJUSTED  
 EO0557  ___________________________________________________________________
 EO0557  GEOID HEIGHT-         -23.43  (meters)                     GEOID03
 EO0557  DYNAMIC HT  -        1308.907 (meters)    4294.31  (feet)  COMP
 EO0557  MODELED GRAV-     979,279.1   (mgal)                       NAVD 88
 EO0557
 EO0557  VERT ORDER  -  FIRST     CLASS II
 EO0557
 EO0557.The horizontal coordinates were scaled from a topographic map and have
 EO0557.an estimated accuracy of +/- 6 seconds.
 EO0557
 EO0557.The orthometric height was determined by differential leveling
 EO0557.and adjusted by the National Geodetic Survey in June 1991..
 EO0557
 EO0557.The geoid height was determined by GEOID03.
 EO0557
 EO0557.The dynamic height is computed by dividing the NAVD 88
 EO0557.geopotential number by the normal gravity value computed on the
 EO0557.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0557.degrees latitude (g = 980.6199 gals.).
 EO0557
 EO0557.The modeled gravity was interpolated from observed gravity values.
 EO0557
 EO0557;                    North         East    Units  Estimated Accuracy
 EO0557;SPC NM E     -   377,910.      260,340.      MT  (+/- 180 meters Scaled)
 EO0557
 EO0557                          SUPERSEDED SURVEY CONTROL
 EO0557
 EO0557.No superseded survey control is available for this station.
 EO0557
 EO0557_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFU565082(NAD 83)
 EO0557_MARKER: I = METAL ROD
 EO0557_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EO0557_SP_SET: STAINLESS STEEL ROD
 EO0557_STAMPING: B 427 1982
 EO0557_MARK LOGO: NGS   
 EO0557_PROJECTION: FLUSH
 EO0557_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EO0557_ROD/PIPE-DEPTH: 13.7 meters
 EO0557
 EO0557  HISTORY     - Date     Condition        Report By
 EO0557  HISTORY     - 1982     MONUMENTED       NGS
 EO0557
 EO0557                          STATION DESCRIPTION
 EO0557
 EO0557'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 EO0557'8.2 KM (5.1 MI) WEST FROM CLOVIS.
 EO0557'8.2 KM (5.1 MI) WESTERLY ALONG THE SANTA FE RAILROAD FROM THE RAILROAD
 EO0557'STATION IN CLOVIS, 19.4 METERS (63.6 FT) NORTH OF THE NEAR RAIL, 17.6
 EO0557'METERS (57.7 FT) NORTH OF THE NORTHWEST CORNER OF A SMALL RAILROAD
 EO0557'BRIDGE, 9.4 METERS (30.8 FT) SOUTH OF A FENCE AND 0.7 METER (2.3 FT)
 EO0557'WEST OF A UTILITY POLE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A
 EO0557'5-INCH LOGO CAP.
 EO0557'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 EO0557'THE MARK IS 3.0 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0492 ***********************************************************************
 EP0492  DESIGNATION -  B 428
 EP0492  PID         -  EP0492
 EP0492  STATE/COUNTY-  NM/DE BACA
 EP0492  USGS QUAD   -  YESO (1966)
 EP0492
 EP0492                         *CURRENT SURVEY CONTROL
 EP0492  ___________________________________________________________________
 EP0492* NAD 83(1986)-  34 27 03.     (N)    104 32 59.     (W)     SCALED    
 EP0492* NAVD 88     -      1417.852  (meters)    4651.74   (feet)  ADJUSTED  
 EP0492  ___________________________________________________________________
 EP0492  GEOID HEIGHT-         -23.21  (meters)                     GEOID03
 EP0492  DYNAMIC HT  -        1415.916 (meters)    4645.38  (feet)  COMP
 EP0492  MODELED GRAV-     979,220.7   (mgal)                       NAVD 88
 EP0492
 EP0492  VERT ORDER  -  FIRST     CLASS II
 EP0492
 EP0492.The horizontal coordinates were scaled from a topographic map and have
 EP0492.an estimated accuracy of +/- 6 seconds.
 EP0492
 EP0492.The orthometric height was determined by differential leveling
 EP0492.and adjusted by the National Geodetic Survey in June 1991..
 EP0492
 EP0492.The geoid height was determined by GEOID03.
 EP0492
 EP0492.The dynamic height is computed by dividing the NAVD 88
 EP0492.geopotential number by the normal gravity value computed on the
 EP0492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EP0492.degrees latitude (g = 980.6199 gals.).
 EP0492
 EP0492.The modeled gravity was interpolated from observed gravity values.
 EP0492
 EP0492;                    North         East    Units  Estimated Accuracy
 EP0492;SPC NM E     -   382,680.      145,120.      MT  (+/- 180 meters Scaled)
 EP0492
 EP0492                          SUPERSEDED SURVEY CONTROL
 EP0492
 EP0492.No superseded survey control is available for this station.
 EP0492
 EP0492_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEU413122(NAD 83)
 EP0492_MARKER: I = METAL ROD
 EP0492_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EP0492_SP_SET: STAINLESS STEEL ROD
 EP0492_STAMPING: B 428 1982
 EP0492_MARK LOGO: NGS   
 EP0492_PROJECTION: FLUSH
 EP0492_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EP0492_ROD/PIPE-DEPTH: 3.3  meters
 EP0492
 EP0492  HISTORY     - Date     Condition        Report By
 EP0492  HISTORY     - 1982     MONUMENTED       NGS
 EP0492
 EP0492                          STATION DESCRIPTION
 EP0492
 EP0492'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 EP0492'28.6 KM (17.75 MI) WEST FROM FORT SUMNER.
 EP0492'28.6 KM (17.75 MI) WESTERLY ALONG U.S. HIGHWAY 60 FROM ITS JUNCTION
 EP0492'WITH U.S. HIGHWAY 84 IN FORT SUMNER, 0.7 KM (0.45 MI) NORTHEAST OF
 EP0492'MILEPOST 310, 36.0 METERS (106.0 FT) WEST OF AN UNDERGROUND CABLE
 EP0492'JUNCTION BOX, 32.3 METERS (106.0 FT) NORTHWEST OF A UTILITY POLE AND
 EP0492'28.4 METERS (93.2 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY.
 EP0492'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST AND FENCE
 EP0492'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0517 ***********************************************************************
 EP0517  DESIGNATION -  B 429
 EP0517  PID         -  EP0517
 EP0517  STATE/COUNTY-  NM/GUADALUPE
 EP0517  USGS QUAD   -  LONG DRAW (1978)
 EP0517
 EP0517                         *CURRENT SURVEY CONTROL
 EP0517  ___________________________________________________________________
 EP0517* NAD 83(1986)-  34 34 57.     (N)    105 07 01.     (W)     SCALED    
 EP0517* NAVD 88     -      1731.682  (meters)    5681.36   (feet)  ADJUSTED  
 EP0517  ___________________________________________________________________
 EP0517  GEOID HEIGHT-         -21.16  (meters)                     GEOID03
 EP0517  DYNAMIC HT  -        1729.265 (meters)    5673.43  (feet)  COMP
 EP0517  MODELED GRAV-     979,177.9   (mgal)                       NAVD 88
 EP0517
 EP0517  VERT ORDER  -  FIRST     CLASS II
 EP0517
 EP0517.The horizontal coordinates were scaled from a topographic map and have
 EP0517.an estimated accuracy of +/- 6 seconds.
 EP0517
 EP0517.The orthometric height was determined by differential leveling
 EP0517.and adjusted by the National Geodetic Survey in June 1991..
 EP0517
 EP0517.The geoid height was determined by GEOID03.
 EP0517
 EP0517.The dynamic height is computed by dividing the NAVD 88
 EP0517.geopotential number by the normal gravity value computed on the
 EP0517.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EP0517.degrees latitude (g = 980.6199 gals.).
 EP0517
 EP0517.The modeled gravity was interpolated from observed gravity values.
 EP0517
 EP0517;                    North         East    Units  Estimated Accuracy
 EP0517;SPC NM E     -   397,550.       93,110.      MT  (+/- 180 meters Scaled)
 EP0517
 EP0517                          SUPERSEDED SURVEY CONTROL
 EP0517
 EP0517.No superseded survey control is available for this station.
 EP0517
 EP0517_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDU892267(NAD 83)
 EP0517_MARKER: I = METAL ROD
 EP0517_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EP0517_SP_SET: STAINLESS STEEL ROD
 EP0517_STAMPING: B 429 1982
 EP0517_MARK LOGO: NGS   
 EP0517_PROJECTION: FLUSH
 EP0517_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EP0517_ROD/PIPE-DEPTH: 5.5  meters
 EP0517
 EP0517  HISTORY     - Date     Condition        Report By
 EP0517  HISTORY     - 1982     MONUMENTED       NGS
 EP0517
 EP0517                          STATION DESCRIPTION
 EP0517
 EP0517'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 EP0517'7.9 KM (4.9 MI) EAST FROM VAUGHN.
 EP0517'7.9 KM (4.9 MI) EASTERLY ALONG U.S. HIGHWAY 60 FROM THE SANTA FE
 EP0517'RAILROAD STATION IN VAUGHN, 0.4 KM (0.25 MI) NORTHWEST OF MILEPOST
 EP0517'275, 24.2 METERS (79.4 FT) NORTHWEST OF THE NORTHWEST END OF A SMALL
 EP0517'BOX CULVERT AND 22.0 METERS (72.2 FT) NORTHEAST OF THE CENTERLINE OF
 EP0517'THE HIGHWAY.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 EP0517'CAP,
 EP0517'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST AND FENCE
 EP0517'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0112 ***********************************************************************
 FP0112  DESIGNATION -  B 43
 FP0112  PID         -  FP0112
 FP0112  STATE/COUNTY-  NM/MCKINLEY
 FP0112  USGS QUAD   -  TWIN BUTTES (1979)
 FP0112
 FP0112                         *CURRENT SURVEY CONTROL
 FP0112  ___________________________________________________________________
 FP0112* NAD 83(1986)-  35 29 10.     (N)    108 45 12.     (W)     SCALED    
 FP0112* NAVD 88     -      2057.202  (meters)    6749.34   (feet)  ADJUSTED  
 FP0112  ___________________________________________________________________
 FP0112  GEOID HEIGHT-         -21.26  (meters)                     GEOID03
 FP0112  DYNAMIC HT  -        2054.271 (meters)    6739.72  (feet)  COMP
 FP0112  MODELED GRAV-     979,135.3   (mgal)                       NAVD 88
 FP0112
 FP0112  VERT ORDER  -  SECOND    CLASS 0
 FP0112
 FP0112.The horizontal coordinates were scaled from a topographic map and have
 FP0112.an estimated accuracy of +/- 6 seconds.
 FP0112
 FP0112.The orthometric height was determined by differential leveling
 FP0112.and adjusted by the National Geodetic Survey in June 1991..
 FP0112
 FP0112.The geoid height was determined by GEOID03.
 FP0112
 FP0112.The dynamic height is computed by dividing the NAVD 88
 FP0112.geopotential number by the normal gravity value computed on the
 FP0112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0112.degrees latitude (g = 980.6199 gals.).
 FP0112
 FP0112.The modeled gravity was interpolated from observed gravity values.
 FP0112
 FP0112;                    North         East    Units  Estimated Accuracy
 FP0112;SPC NM W     -   497,900.      746,520.      MT  (+/- 180 meters Scaled)
 FP0112
 FP0112                          SUPERSEDED SURVEY CONTROL
 FP0112
 FP0112  NGVD 29 (??/??/92) 2056.227  (m)         6746.14   (f) ADJ UNCH    2 0
 FP0112
 FP0112.Superseded values are not recommended for survey control.
 FP0112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0112.See file dsdata.txt to determine how the superseded data were derived.
 FP0112
 FP0112_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYE038292(NAD 83)
 FP0112_MARKER: DB = BENCH MARK DISK
 FP0112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FP0112_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FP0112_STAMPING: B-43 1934
 FP0112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FP0112+STABILITY: SURFACE MOTION
 FP0112
 FP0112  HISTORY     - Date     Condition        Report By
 FP0112  HISTORY     - 1934     MONUMENTED       CGS
 FP0112  HISTORY     - 1963     MARK NOT FOUND   USGS
 FP0112
 FP0112                          STATION DESCRIPTION
 FP0112
 FP0112'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FP0112'3.2 MI S FROM GALLUP.
 FP0112'3.2 MILES SOUTH OF POST OFFICE, ON STATE HWY. NO. 32, 125 YARDS NORTH
 FP0112'OF SUMMIT OF HILL.  50 FEET WEST OF DRAIN DITCH ON EAST OF SIDE OF
 FP0112'HIGHWAY.  34 FEET WEST OF CENTER LINE OF ROAD.  IN LINE OF TELEPHONE
 FP0112'POLES.  NOTE-- THE GROUND IS BARE AT THIS LOCATION.
 FP0112
 FP0112                          STATION RECOVERY (1963)
 FP0112
 FP0112'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 FP0112'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0371 ***********************************************************************
 FP0371  DESIGNATION -  B 430
 FP0371  PID         -  FP0371
 FP0371  STATE/COUNTY-  NM/MCKINLEY
 FP0371  USGS QUAD   -  MANUELITO (1979)
 FP0371
 FP0371                         *CURRENT SURVEY CONTROL
 FP0371  ___________________________________________________________________
 FP0371* NAD 83(1986)-  35 29 24.     (N)    108 53 23.     (W)     SCALED    
 FP0371* NAVD 88     -      1950.635  (meters)    6399.71   (feet)  ADJUSTED  
 FP0371  ___________________________________________________________________
 FP0371  GEOID HEIGHT-         -21.44  (meters)                     GEOID03
 FP0371  DYNAMIC HT  -        1947.894 (meters)    6390.72  (feet)  COMP
 FP0371  MODELED GRAV-     979,159.3   (mgal)                       NAVD 88
 FP0371
 FP0371  VERT ORDER  -  FIRST     CLASS II
 FP0371
 FP0371.The horizontal coordinates were scaled from a topographic map and have
 FP0371.an estimated accuracy of +/- 6 seconds.
 FP0371
 FP0371.The orthometric height was determined by differential leveling
 FP0371.and adjusted by the National Geodetic Survey in June 1991..
 FP0371
 FP0371.The geoid height was determined by GEOID03.
 FP0371
 FP0371.The dynamic height is computed by dividing the NAVD 88
 FP0371.geopotential number by the normal gravity value computed on the
 FP0371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0371.degrees latitude (g = 980.6199 gals.).
 FP0371
 FP0371.The modeled gravity was interpolated from observed gravity values.
 FP0371
 FP0371;                    North         East    Units  Estimated Accuracy
 FP0371;SPC NM W     -   498,450.      734,150.      MT  (+/- 180 meters Scaled)
 FP0371
 FP0371                          SUPERSEDED SURVEY CONTROL
 FP0371
 FP0371.No superseded survey control is available for this station.
 FP0371
 FP0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXE914294(NAD 83)
 FP0371_MARKER: DB = BENCH MARK DISK
 FP0371_SETTING: 66 = SET IN ROCK OUTCROP
 FP0371_SP_SET: ROCK OUTCROP
 FP0371_STAMPING: B 430 1983
 FP0371_MARK LOGO: NGS   
 FP0371_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FP0371+STABILITY: POSITION/ELEVATION WELL
 FP0371
 FP0371  HISTORY     - Date     Condition        Report By
 FP0371  HISTORY     - 1983     MONUMENTED       NGS
 FP0371
 FP0371                          STATION DESCRIPTION
 FP0371
 FP0371'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FP0371'12.9 KM (8.0 MI) SW FROM GALLUP.
 FP0371'12.9 KM (8.0 MI) SOUTHWESTERLY ALONG INTERSTATE HIGHWAY 40 FROM ITS
 FP0371'JUNCTION WITH U. S. HIGHWAY 666 IN GALLUP, 0.4 KM (0.25 MI) SOUTHWEST
 FP0371'OF MILEPOST 13, IN THE CENTER OF A 3 BY 10 FT EXPOSED AREA OF
 FP0371'OUTCROPPING BEDROCK AT THE SOUTHWEST END OF A LARGE HIGHWAY CUT, 15.4
 FP0371'METERS (50.5 FT) SOUTHEAST OF A FENCE AND 14.0 METERS (45.9 FT)
 FP0371'NORTHWEST OF THE CENTERLINE OF THE SOUTHWEST BOUND LANES OF THE
 FP0371'HIGHWAY.
 FP0371'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 FP0371'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0386 ***********************************************************************
 GN0386  DESIGNATION -  B 431
 GN0386  PID         -  GN0386
 GN0386  STATE/COUNTY-  NM/SAN JUAN
 GN0386  USGS QUAD   -  AZTEC (1985)
 GN0386
 GN0386                         *CURRENT SURVEY CONTROL
 GN0386  ___________________________________________________________________
 GN0386* NAD 83(1986)-  36 50 25.     (N)    107 58 32.     (W)     SCALED    
 GN0386* NAVD 88     -      1739.025  (meters)    5705.45   (feet)  ADJUSTED  
 GN0386  ___________________________________________________________________
 GN0386  GEOID HEIGHT-         -20.78  (meters)                     GEOID03
 GN0386  DYNAMIC HT  -        1736.839 (meters)    5698.28  (feet)  COMP
 GN0386  MODELED GRAV-     979,313.0   (mgal)                       NAVD 88
 GN0386
 GN0386  VERT ORDER  -  FIRST     CLASS II
 GN0386
 GN0386.The horizontal coordinates were scaled from a topographic map and have
 GN0386.an estimated accuracy of +/- 6 seconds.
 GN0386
 GN0386.The orthometric height was determined by differential leveling
 GN0386.and adjusted by the National Geodetic Survey in June 1991..
 GN0386
 GN0386.The geoid height was determined by GEOID03.
 GN0386
 GN0386.The dynamic height is computed by dividing the NAVD 88
 GN0386.geopotential number by the normal gravity value computed on the
 GN0386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GN0386.degrees latitude (g = 980.6199 gals.).
 GN0386
 GN0386.The modeled gravity was interpolated from observed gravity values.
 GN0386
 GN0386;                    North         East    Units  Estimated Accuracy
 GN0386;SPC NM W     -   647,770.      817,320.      MT  (+/- 180 meters Scaled)
 GN0386
 GN0386                          SUPERSEDED SURVEY CONTROL
 GN0386
 GN0386.No superseded survey control is available for this station.
 GN0386
 GN0386_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBA346812(NAD 83)
 GN0386_MARKER: DB = BENCH MARK DISK
 GN0386_SETTING: 66 = SET IN ROCK OUTCROP
 GN0386_SP_SET: ROCK OUTCROP
 GN0386_STAMPING: B 431 1983
 GN0386_MARK LOGO: NGS   
 GN0386_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GN0386+STABILITY: POSITION/ELEVATION WELL
 GN0386
 GN0386  HISTORY     - Date     Condition        Report By
 GN0386  HISTORY     - 1983     MONUMENTED       NGS
 GN0386
 GN0386                          STATION DESCRIPTION
 GN0386
 GN0386'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GN0386'26.5 KM (16.45 MI) NE FROM FARMINGTON.
 GN0386'26.5 KM (16.45 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 550 FROM ITS
 GN0386'JUNCTION WITH STATE HIGHWAY 371 (LAKE STREET) IN FARMINGTON, SET
 GN0386'VERTICALLY IN THE NORTHWEST FACE OF A 15- BY 350-FOOT EXPOSED AREA OF
 GN0386'BEDROCK IN A HIGHWAY CUT, 0.7 KM (0.45 MI) NORTHEAST OF THE
 GN0386'INTERSECTION OF STATE HIGHWAY 173, 87.5 METERS (287.O FT) SOUTHEAST OF
 GN0386'THE CENTERLINE OF THE HIGHWAY, AND 57.0 METERS (187.0 FT) NORTHEAST OF
 GN0386'THE SOUTHWEST END OF THE CUT.
 GN0386'THE MARK IS 0.6 METERS  SW FROM A WITNESS POST.
 GN0386'THE MARK IS 6.1 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GO0214 ***********************************************************************
 GO0214  DESIGNATION -  B 432
 GO0214  PID         -  GO0214
 GO0214  STATE/COUNTY-  NM/SAN JUAN
 GO0214  USGS QUAD   -  KIRTLAND (1979)
 GO0214
 GO0214                         *CURRENT SURVEY CONTROL
 GO0214  ___________________________________________________________________
 GO0214* NAD 83(1986)-  36 44 11.     (N)    108 17 38.     (W)     SCALED    
 GO0214* NAVD 88     -      1621.603  (meters)    5320.21   (feet)  ADJUSTED  
 GO0214  ___________________________________________________________________
 GO0214  GEOID HEIGHT-         -21.15  (meters)                     GEOID03
 GO0214  DYNAMIC HT  -        1619.617 (meters)    5313.69  (feet)  COMP
 GO0214  MODELED GRAV-     979,350.0   (mgal)                       NAVD 88
 GO0214
 GO0214  VERT ORDER  -  FIRST     CLASS II
 GO0214
 GO0214.The horizontal coordinates were scaled from a topographic map and have
 GO0214.an estimated accuracy of +/- 6 seconds.
 GO0214
 GO0214.The orthometric height was determined by differential leveling
 GO0214.and adjusted by the National Geodetic Survey in June 1991..
 GO0214
 GO0214.The geoid height was determined by GEOID03.
 GO0214
 GO0214.The dynamic height is computed by dividing the NAVD 88
 GO0214.geopotential number by the normal gravity value computed on the
 GO0214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GO0214.degrees latitude (g = 980.6199 gals.).
 GO0214
 GO0214.The modeled gravity was interpolated from observed gravity values.
 GO0214
 GO0214;                    North         East    Units  Estimated Accuracy
 GO0214;SPC NM W     -   636,330.      788,870.      MT  (+/- 180 meters Scaled)
 GO0214
 GO0214                          SUPERSEDED SURVEY CONTROL
 GO0214
 GO0214.No superseded survey control is available for this station.
 GO0214
 GO0214_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYF416690(NAD 83)
 GO0214_MARKER: DB = BENCH MARK DISK
 GO0214_SETTING: 66 = SET IN ROCK OUTCROP
 GO0214_SP_SET: ROCK OUTCROP
 GO0214_STAMPING: B 432 1983
 GO0214_MARK LOGO: NGS   
 GO0214_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GO0214
 GO0214  HISTORY     - Date     Condition        Report By
 GO0214  HISTORY     - 1983     MONUMENTED       NGS
 GO0214
 GO0214                          STATION DESCRIPTION
 GO0214
 GO0214'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GO0214'7.1 KM (4.4 MI) WEST FROM FARMINGTON.
 GO0214'7.1 KM (4.4 MI) WESTERLY ALONG U.S. HIGHWAY 550 FROM ITS JUNCTION WITH
 GO0214'STATE HIGHWAY 371 (LAKE STREET) IN FARMINGTON, IN THE NORTHEAST CORNER
 GO0214'OF 46- BY 200-FOOT EXPOSED AREA OF OUTCROPPING BEDROCK ALONG THE EAST
 GO0214'BANK OF A SMALL DRY WASH, 94.0 METERS (308.4 FT) WEST OF THE CENTER OF
 GO0214'A UTILITY LINE CROSSING THE HIGHWAY, 33.9 METERS (111.2 FT) SOUTH OF
 GO0214'THE CENTERLINE OF THE EAST BOUND LANES OF THE HIGHWAY, 12.5 METERS
 GO0214'(41.0 FT) SOUTHEAST OF THE NORTHWEST EDGE OF THE OUTCROP, 3.2 METERS
 GO0214'(10.5 FT) EAST OF A FENCE, 2.6 METERS (8.5 FT) SOUTH OF THE NORTHEAST
 GO0214'EDGE OF THE OUTCROP, AND 1.2 METERS (3.9 FT) WEST OF THE EAST EDGE OF
 GO0214'THE OUTCROP.
 GO0214'THE MARK IS 0.4 METERS  N FROM A WITNESS POST.
 GO0214'THE MARK IS 3.1 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GO0187 ***********************************************************************
 GO0187  DESIGNATION -  B 434
 GO0187  PID         -  GO0187
 GO0187  STATE/COUNTY-  NM/SAN JUAN
 GO0187  USGS QUAD   -  SULPHUR SPRING (1979)
 GO0187
 GO0187                         *CURRENT SURVEY CONTROL
 GO0187  ___________________________________________________________________
 GO0187* NAD 83(1986)-  36 38 53.     (N)    108 42 21.     (W)     SCALED    
 GO0187* NAVD 88     -      1599.953  (meters)    5249.18   (feet)  ADJUSTED  
 GO0187  ___________________________________________________________________
 GO0187  GEOID HEIGHT-         -21.13  (meters)                     GEOID03
 GO0187  DYNAMIC HT  -        1597.992 (meters)    5242.75  (feet)  COMP
 GO0187  MODELED GRAV-     979,350.1   (mgal)                       NAVD 88
 GO0187
 GO0187  VERT ORDER  -  FIRST     CLASS II
 GO0187
 GO0187.The horizontal coordinates were scaled from a topographic map and have
 GO0187.an estimated accuracy of +/- 6 seconds.
 GO0187
 GO0187.The orthometric height was determined by differential leveling
 GO0187.and adjusted by the National Geodetic Survey in June 1991..
 GO0187
 GO0187.The geoid height was determined by GEOID03.
 GO0187
 GO0187.The dynamic height is computed by dividing the NAVD 88
 GO0187.geopotential number by the normal gravity value computed on the
 GO0187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GO0187.degrees latitude (g = 980.6199 gals.).
 GO0187
 GO0187.The modeled gravity was interpolated from observed gravity values.
 GO0187
 GO0187;                    North         East    Units  Estimated Accuracy
 GO0187;SPC NM W     -   626,780.      751,990.      MT  (+/- 180 meters Scaled)
 GO0187
 GO0187                          SUPERSEDED SURVEY CONTROL
 GO0187
 GO0187.No superseded survey control is available for this station.
 GO0187
 GO0187_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYF050582(NAD 83)
 GO0187_MARKER: I = METAL ROD
 GO0187_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 GO0187+WITH SETTING: INFORMATION.
 GO0187_SP_SET: SHALLOW SET METAL ROD
 GO0187_STAMPING: B 434 1984
 GO0187_MARK LOGO: NGS   
 GO0187_PROJECTION: FLUSH
 GO0187_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GO0187_ROD/PIPE-DEPTH: 1.5  meters
 GO0187
 GO0187  HISTORY     - Date     Condition        Report By
 GO0187  HISTORY     - 1984     MONUMENTED       NGS
 GO0187
 GO0187                          STATION DESCRIPTION
 GO0187
 GO0187'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 GO0187'11.4 KM (8.95 MI) SOUTH FROM SHIPROCK.
 GO0187'14.4 KM (8.95 MI) SOUTHERLY ALONG U.S. HIGHWAY 666 FROM ITS JUNCTION
 GO0187'WITH STATE HIGHWAY 504 IN SHIPROCK, 4.5 KM (2.8 MI) SOUTH OF THE
 GO0187'INTERSECTION OF RED ROCK HIGHWAY, 29.6 METERS (97.1 FT) EAST OF THE
 GO0187'CENTERLINE OF THE HIGHWAY, AND 14.9 METERS (48.9 FT) SOUTH OF THE
 GO0187'CENTER OF A GATE AND FIELD ENTRANCE.  REFUSAL WAS REACHED AT 5.0 FEET.
 GO0187'ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 GO0187'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST AND FENCE
 GO0187'THE MARK IS 1.8 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0427 ***********************************************************************
 FP0427  DESIGNATION -  B 435
 FP0427  PID         -  FP0427
 FP0427  STATE/COUNTY-  NM/MCKINLEY
 FP0427  USGS QUAD   -  TWIN LAKES (1979)
 FP0427
 FP0427                         *CURRENT SURVEY CONTROL
 FP0427  ___________________________________________________________________
 FP0427* NAD 83(1986)-  35 42 02.     (N)    108 46 28.     (W)     SCALED    
 FP0427* NAVD 88     -      1939.056  (meters)    6361.72   (feet)  ADJUSTED  
 FP0427  ___________________________________________________________________
 FP0427  GEOID HEIGHT-         -20.93  (meters)                     GEOID03
 FP0427  DYNAMIC HT  -        1936.407 (meters)    6353.03  (feet)  COMP
 FP0427  MODELED GRAV-     979,198.2   (mgal)                       NAVD 88
 FP0427
 FP0427  VERT ORDER  -  FIRST     CLASS II
 FP0427
 FP0427.The horizontal coordinates were scaled from a topographic map and have
 FP0427.an estimated accuracy of +/- 6 seconds.
 FP0427
 FP0427.The orthometric height was determined by differential leveling
 FP0427.and adjusted by the National Geodetic Survey in June 1991..
 FP0427
 FP0427.The geoid height was determined by GEOID03.
 FP0427
 FP0427.The dynamic height is computed by dividing the NAVD 88
 FP0427.geopotential number by the normal gravity value computed on the
 FP0427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0427.degrees latitude (g = 980.6199 gals.).
 FP0427
 FP0427.The modeled gravity was interpolated from observed gravity values.
 FP0427
 FP0427;                    North         East    Units  Estimated Accuracy
 FP0427;SPC NM W     -   521,710.      744,830.      MT  (+/- 180 meters Scaled)
 FP0427
 FP0427                          SUPERSEDED SURVEY CONTROL
 FP0427
 FP0427.No superseded survey control is available for this station.
 FP0427
 FP0427_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYE013530(NAD 83)
 FP0427_MARKER: I = METAL ROD
 FP0427_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FP0427_SP_SET: STAINLESS STEEL ROD
 FP0427_STAMPING: B 435 1984
 FP0427_MARK LOGO: NGS   
 FP0427_PROJECTION: FLUSH
 FP0427_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FP0427_ROD/PIPE-DEPTH: 3.7  meters
 FP0427
 FP0427  HISTORY     - Date     Condition        Report By
 FP0427  HISTORY     - 1984     MONUMENTED       NGS
 FP0427
 FP0427                          STATION DESCRIPTION
 FP0427
 FP0427'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FP0427'20.2 KM (12.55 MI) NORT FROM GALLUP.
 FP0427'20.2 KM (12.55 MI) NORTHERLY ALONG U.S. HIGHWAY 666 FROM ITS JUNCTION
 FP0427'WITH INTERSTATE HIGHWAY 40 IN GALLUP, 4.1 KM (2.55 MI) SOUTH OF THE
 FP0427'INTERSECTION OF COUNTY ROAD 9 LEADING EAST, 30.6 METERS (100.4 FT)
 FP0427'WEST OF THE CENTERLINE OF THE HIGHWAY, AND 8.1 METERS (26.6 FT) SOUTH
 FP0427'OF THE CENTER OF A CATTLE GUARD AND TRACK ROAD LEADING WEST.
 FP0427'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 FP0427'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST AND FENCE
 FP0427'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GO0153 ***********************************************************************
 GO0153  DESIGNATION -  B 436
 GO0153  PID         -  GO0153
 GO0153  STATE/COUNTY-  NM/SAN JUAN
 GO0153  USGS QUAD   -  NASCHITTI (1966)
 GO0153
 GO0153                         *CURRENT SURVEY CONTROL
 GO0153  ___________________________________________________________________
 GO0153* NAD 83(1986)-  36 03 03.     (N)    108 40 40.     (W)     SCALED    
 GO0153* NAVD 88     -      1780.237  (meters)    5840.66   (feet)  ADJUSTED  
 GO0153  ___________________________________________________________________
 GO0153  GEOID HEIGHT-         -20.76  (meters)                     GEOID03
 GO0153  DYNAMIC HT  -        1777.895 (meters)    5832.98  (feet)  COMP
 GO0153  MODELED GRAV-     979,254.2   (mgal)                       NAVD 88
 GO0153
 GO0153  VERT ORDER  -  FIRST     CLASS II
 GO0153
 GO0153.The horizontal coordinates were scaled from a topographic map and have
 GO0153.an estimated accuracy of +/- 6 seconds.
 GO0153
 GO0153.The orthometric height was determined by differential leveling
 GO0153.and adjusted by the National Geodetic Survey in June 1991..
 GO0153
 GO0153.The geoid height was determined by GEOID03.
 GO0153
 GO0153.The dynamic height is computed by dividing the NAVD 88
 GO0153.geopotential number by the normal gravity value computed on the
 GO0153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GO0153.degrees latitude (g = 980.6199 gals.).
 GO0153
 GO0153.The modeled gravity was interpolated from observed gravity values.
 GO0153
 GO0153;                    North         East    Units  Estimated Accuracy
 GO0153;SPC NM W     -   560,490.      753,920.      MT  (+/- 180 meters Scaled)
 GO0153
 GO0153                          SUPERSEDED SURVEY CONTROL
 GO0153
 GO0153.No superseded survey control is available for this station.
 GO0153
 GO0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYE091920(NAD 83)
 GO0153_MARKER: I = METAL ROD
 GO0153_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GO0153_SP_SET: STAINLESS STEEL ROD
 GO0153_STAMPING: B 436 1984
 GO0153_MARK LOGO: NGS   
 GO0153_PROJECTION: FLUSH
 GO0153_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GO0153_ROD/PIPE-DEPTH: 10.7 meters
 GO0153
 GO0153  HISTORY     - Date     Condition        Report By
 GO0153  HISTORY     - 1984     MONUMENTED       NGS
 GO0153
 GO0153                          STATION DESCRIPTION
 GO0153
 GO0153'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 GO0153'65.0 KM (40.35 MI) NORT FROM GALLUP.
 GO0153'65.0 KM (40.35 MI) NORTHERLY ALONG U.S. HIGHWAY 666 FROM ITS JUNCTION
 GO0153'WITH INTERSTATE HIGHWAY 40 IN GALLUP, 10.9 KM (6.75 MI) SOUTH OF THE
 GO0153'INTERSECTION OF STATE HIGHWAY 134, 0.6 KM (0.45 MI) NORTH OF MILEPOST
 GO0153'41, 66.4 METERS (218.0 FT) SOUTHEAST OF A UTILITY POLE, 51.2 METERS
 GO0153'(168.0 FT) SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF A CHAIN LINK
 GO0153'FENCE AROUND A SMALL BLOCK BUILDING, 31.7 METERS (104.0 FT) WEST OF
 GO0153'THE CENTERLINE OF THE HIGHWAY, AND 11.2 METERS (36.7 FT) NORTH OF THE
 GO0153'CENTER OF A CATTLE GUARD AND DIRT ROAD LEADING WEST.  NOTE=ACCESS TO
 GO0153'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 GO0153'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST AND FENCE
 GO0153'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GO0189 ***********************************************************************
 GO0189  DESIGNATION -  B 437
 GO0189  PID         -  GO0189
 GO0189  STATE/COUNTY-  NM/SAN JUAN
 GO0189  USGS QUAD   -  SULPHUR SPRING (1979)
 GO0189
 GO0189                         *CURRENT SURVEY CONTROL
 GO0189  ___________________________________________________________________
 GO0189* NAD 83(1986)-  36 41 17.     (N)    108 42 28.     (W)     SCALED    
 GO0189* NAVD 88     -      1612.906  (meters)    5291.68   (feet)  ADJUSTED  
 GO0189  ___________________________________________________________________
 GO0189  GEOID HEIGHT-         -21.12  (meters)                     GEOID03
 GO0189  DYNAMIC HT  -        1610.940 (meters)    5285.23  (feet)  COMP
 GO0189  MODELED GRAV-     979,356.0   (mgal)                       NAVD 88
 GO0189
 GO0189  VERT ORDER  -  FIRST     CLASS II
 GO0189
 GO0189.The horizontal coordinates were scaled from a topographic map and have
 GO0189.an estimated accuracy of +/- 6 seconds.
 GO0189
 GO0189.The orthometric height was determined by differential leveling
 GO0189.and adjusted by the National Geodetic Survey in June 1991..
 GO0189
 GO0189.The geoid height was determined by GEOID03.
 GO0189
 GO0189.The dynamic height is computed by dividing the NAVD 88
 GO0189.geopotential number by the normal gravity value computed on the
 GO0189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GO0189.degrees latitude (g = 980.6199 gals.).
 GO0189
 GO0189.The modeled gravity was interpolated from observed gravity values.
 GO0189
 GO0189;                    North         East    Units  Estimated Accuracy
 GO0189;SPC NM W     -   631,220.      751,850.      MT  (+/- 180 meters Scaled)
 GO0189
 GO0189                          SUPERSEDED SURVEY CONTROL
 GO0189
 GO0189.No superseded survey control is available for this station.
 GO0189
 GO0189_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYF047627(NAD 83)
 GO0189_MARKER: I = METAL ROD
 GO0189_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 GO0189+WITH SETTING: INFORMATION.
 GO0189_SP_SET: SHALLOW SET METAL ROD
 GO0189_STAMPING: B 437 1984
 GO0189_MARK LOGO: NGS   
 GO0189_PROJECTION: FLUSH
 GO0189_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GO0189_ROD/PIPE-DEPTH: 1.8  meters
 GO0189
 GO0189  HISTORY     - Date     Condition        Report By
 GO0189  HISTORY     - 1984     MONUMENTED       NGS
 GO0189
 GO0189                          STATION DESCRIPTION
 GO0189
 GO0189'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 GO0189'10.0 KM (6.2 MI) SOUTH FROM SHIPROCK.
 GO0189'10.0 KM (6.2 MI) SOUTHERLY ALONG U.S. HIGHWAY 666 FROM ITS JUNCTION
 GO0189'WITH STATE HIGHWAY 504 IN SHIPROCK, AT THE JUNCTION OF RED ROCK
 GO0189'HIGHWAY, 23.3 METERS (76.4 FT) EAST OF THE CENTERLINE OF THE NORTH
 GO0189'BOUND LANES OF THE HIGHWAY, AND 11.5 METERS (37.7 FT) SOUTH OF THE
 GO0189'CENTER OF A DIRT ROAD AND CATTLE GUARD.  NOTE=ACCESS TO THE DATUM
 GO0189'POINT IS THROUGH A 5-INCH LOGO CAP.
 GO0189'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST AND FENCE
 GO0189'THE MARK IS 0.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0868 ***********************************************************************
 FO0868  DESIGNATION -  B 438
 FO0868  PID         -  FO0868
 FO0868  STATE/COUNTY-  NM/BERNALILLO
 FO0868  USGS QUAD   -  ALBUQUERQUE WEST (1990)
 FO0868
 FO0868                         *CURRENT SURVEY CONTROL
 FO0868  ___________________________________________________________________
 FO0868* NAD 83(1986)-  35 07 06.     (N)    106 38 20.     (W)     SCALED    
 FO0868* NAVD 88     -      1516.569  (meters)    4975.61   (feet)  ADJUSTED  
 FO0868  ___________________________________________________________________
 FO0868  GEOID HEIGHT-         -21.26  (meters)                     GEOID03
 FO0868  DYNAMIC HT  -        1514.496 (meters)    4968.81  (feet)  COMP
 FO0868  MODELED GRAV-     979,215.8   (mgal)                       NAVD 88
 FO0868
 FO0868  VERT ORDER  -  FIRST     CLASS II
 FO0868
 FO0868.The horizontal coordinates were scaled from a topographic map and have
 FO0868.an estimated accuracy of +/- 6 seconds.
 FO0868
 FO0868.The orthometric height was determined by differential leveling
 FO0868.and adjusted by the National Geodetic Survey in June 1991..
 FO0868
 FO0868.The geoid height was determined by GEOID03.
 FO0868
 FO0868.The dynamic height is computed by dividing the NAVD 88
 FO0868.geopotential number by the normal gravity value computed on the
 FO0868.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0868.degrees latitude (g = 980.6199 gals.).
 FO0868
 FO0868.The modeled gravity was interpolated from observed gravity values.
 FO0868
 FO0868;                    North         East    Units  Estimated Accuracy
 FO0868;SPC NM C     -   456,770.      464,550.      MT  (+/- 180 meters Scaled)
 FO0868
 FO0868                          SUPERSEDED SURVEY CONTROL
 FO0868
 FO0868  NGVD 29 (??/??/92) 1515.748  (m)         4972.92   (f) ADJ UNCH    1 2
 FO0868
 FO0868.Superseded values are not recommended for survey control.
 FO0868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0868.See file dsdata.txt to determine how the superseded data were derived.
 FO0868
 FO0868_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU506873(NAD 83)
 FO0868_MARKER: I = METAL ROD
 FO0868_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FO0868_SP_SET: STAINLESS STEEL ROD
 FO0868_STAMPING: B 438 1984
 FO0868_MARK LOGO: NGS   
 FO0868_PROJECTION: FLUSH
 FO0868_MAGNETIC: I = MARKER IS A STEEL ROD
 FO0868_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FO0868_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FO0868+SATELLITE: SATELLITE OBSERVATIONS - October 12, 1994
 FO0868_ROD/PIPE-DEPTH: 12.2 meters
 FO0868
 FO0868  HISTORY     - Date     Condition        Report By
 FO0868  HISTORY     - 1984     MONUMENTED       NGS
 FO0868  HISTORY     - 19941012 GOOD             NGS
 FO0868  HISTORY     - 20050116 GOOD             GEOCAC
 FO0868
 FO0868                          STATION DESCRIPTION
 FO0868
 FO0868'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FO0868'IN ALBUQUERQUE.
 FO0868'IN ALBUQUERQUE, AT THE JUNCTION OF THE ATCHISON TOPEKA AND SANTA FE
 FO0868'RAILROAD AND CANDELARIA ROAD, 18.8 M (61.7 FT) NORTH OF THE CENTER OF
 FO0868'THE WEST BOUND LANES OF THE ROAD, 10.1 M (33.1 FT) EAST OF THE NEAR
 FO0868'RAIL, AND 2.6 M (8.5 FT) NORTH-NORTHEAST OF A UTILITY POLE.
 FO0868'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 FO0868'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST AND FENCE
 FO0868'THE MARK IS 1.0 M BELOW THE TRACKS.
 FO0868
 FO0868                          STATION RECOVERY (1994)
 FO0868
 FO0868'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 FO0868'IN ALBUQUERQUE, AT THE INTERSECTION OF THE SANTA FE RAILROAD AND
 FO0868'CANDELERIA ROAD, 18.6 M (61.0 FT) NORTH OF THE CENTER OF THE WESTBOUND
 FO0868'LANES OF THE ROAD, 10.0 M (32.8 FT) EAST OF THE NEAR RAIL, 2.5 M (8.2
 FO0868'FT) NORTHEAST OF A UTILITY POLE, 0.3 M (1.0 FT) WEST OF A WITNESS POST
 FO0868'AND FENCE, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE ROAD.
 FO0868'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 FO0868
 FO0868                          STATION RECOVERY (2005)
 FO0868
 FO0868'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 FO0868'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0899 ***********************************************************************
 FO0899  DESIGNATION -  B 439
 FO0899  PID         -  FO0899
 FO0899  STATE/COUNTY-  NM/SANTA FE
 FO0899  USGS QUAD   -  AGUA FRIA (1993)
 FO0899
 FO0899                         *CURRENT SURVEY CONTROL
 FO0899  ___________________________________________________________________
 FO0899* NAD 83(1986)-  35 38 30.     (N)    106 00 47.     (W)     SCALED    
 FO0899* NAVD 88     -      2007.400  (meters)    6585.94   (feet)  ADJUSTED  
 FO0899  ___________________________________________________________________
 FO0899  GEOID HEIGHT-         -18.96  (meters)                     GEOID03
 FO0899  DYNAMIC HT  -        2004.611 (meters)    6576.79  (feet)  COMP
 FO0899  MODELED GRAV-     979,172.1   (mgal)                       NAVD 88
 FO0899
 FO0899  VERT ORDER  -  FIRST     CLASS II
 FO0899
 FO0899.The horizontal coordinates were scaled from a topographic map and have
 FO0899.an estimated accuracy of +/- 6 seconds.
 FO0899
 FO0899.The orthometric height was determined by differential leveling
 FO0899.and adjusted by the National Geodetic Survey in June 1991..
 FO0899
 FO0899.The geoid height was determined by GEOID03.
 FO0899
 FO0899.The dynamic height is computed by dividing the NAVD 88
 FO0899.geopotential number by the normal gravity value computed on the
 FO0899.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0899.degrees latitude (g = 980.6199 gals.).
 FO0899
 FO0899.The modeled gravity was interpolated from observed gravity values.
 FO0899
 FO0899;                    North         East    Units  Estimated Accuracy
 FO0899;SPC NM C     -   514,780.      521,460.      MT  (+/- 180 meters Scaled)
 FO0899
 FO0899                          SUPERSEDED SURVEY CONTROL
 FO0899
 FO0899.No superseded survey control is available for this station.
 FO0899
 FO0899_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV082446(NAD 83)
 FO0899_MARKER: I = METAL ROD
 FO0899_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FO0899_SP_SET: STAINLESS STEEL ROD
 FO0899_STAMPING: B 439 1984
 FO0899_MARK LOGO: NGS   
 FO0899_PROJECTION: FLUSH
 FO0899_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FO0899_ROD/PIPE-DEPTH: 6.1  meters
 FO0899
 FO0899  HISTORY     - Date     Condition        Report By
 FO0899  HISTORY     - 1984     MONUMENTED       NGS
 FO0899  HISTORY     - 20040927 POOR             GEOCAC
 FO0899
 FO0899                          STATION DESCRIPTION
 FO0899
 FO0899'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FO0899'6.8 KM (4.2 MI) SW FROM SANTA FE.
 FO0899'6.8 KM (4.2 MI) SOUTHWEST ALONG U.S. HIGHWAY 85 (CERRILLOS ROAD) FROM
 FO0899'ITS JUNCTION WITH U.S. HIGHWAY 285 (ST. FRANCIS DRIVE) IN SANTA FE,
 FO0899'15.0 M (49.2 FT) SOUTHEAST OF THE CENTERLINE OF THE NORTH BOUND LANES
 FO0899'OF THE HIGHWAY, 7.0 M (23.0 FT) NORTHEAST OF THE CENTER OF A PAVED
 FO0899'DRIVE LEADING SOUTHEAST TO THE AARDVARD SELF STORAGE, AND 2.6 M
 FO0899'(8.5 FT) NORTHEAST OF UTILITY POLE NUMBER 154-1 24B 1 AT A LINE
 FO0899'CROSSING OF THE HIGHWAY. NOTE=ACCESS TO THE DATUM POINT IS THROUGH A
 FO0899'5-INCH LOGO CAP.
 FO0899'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST AND FENCE
 FO0899'THE MARK IS ABOVE LEVEL WITH THE DRIVE.
 FO0899
 FO0899                          STATION RECOVERY (2004)
 FO0899
 FO0899'RECOVERY NOTE BY GEOCACHING 2004 (TWS)
 FO0899'0.3 M BELOW SIDEWALK LEVEL. FULL OF SAND. COVER MISSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0909 ***********************************************************************
 FO0909  DESIGNATION -  B 440
 FO0909  PID         -  FO0909
 FO0909  STATE/COUNTY-  NM/SANTA FE
 FO0909  USGS QUAD   -  ESPANOLA (1984)
 FO0909
 FO0909                         *CURRENT SURVEY CONTROL
 FO0909  ___________________________________________________________________
 FO0909* NAD 83(1986)-  35 58 37.     (N)    106 02 38.     (W)     SCALED    
 FO0909* NAVD 88     -      1752.218  (meters)    5748.74   (feet)  ADJUSTED  
 FO0909  ___________________________________________________________________
 FO0909  GEOID HEIGHT-         -18.98  (meters)                     GEOID03
 FO0909  DYNAMIC HT  -        1749.879 (meters)    5741.06  (feet)  COMP
 FO0909  MODELED GRAV-     979,236.4   (mgal)                       NAVD 88
 FO0909
 FO0909  VERT ORDER  -  FIRST     CLASS II
 FO0909
 FO0909.The horizontal coordinates were scaled from a topographic map and have
 FO0909.an estimated accuracy of +/- 6 seconds.
 FO0909
 FO0909.The orthometric height was determined by differential leveling
 FO0909.and adjusted by the National Geodetic Survey in June 1991..
 FO0909
 FO0909.The geoid height was determined by GEOID03.
 FO0909
 FO0909.The dynamic height is computed by dividing the NAVD 88
 FO0909.geopotential number by the normal gravity value computed on the
 FO0909.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0909.degrees latitude (g = 980.6199 gals.).
 FO0909
 FO0909.The modeled gravity was interpolated from observed gravity values.
 FO0909
 FO0909;                    North         East    Units  Estimated Accuracy
 FO0909;SPC NM C     -   551,980.      518,590.      MT  (+/- 180 meters Scaled)
 FO0909
 FO0909                          SUPERSEDED SURVEY CONTROL
 FO0909
 FO0909.No superseded survey control is available for this station.
 FO0909
 FO0909_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV058818(NAD 83)
 FO0909_MARKER: I = METAL ROD
 FO0909_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FO0909+WITH SETTING: INFORMATION.
 FO0909_SP_SET: SHALLOW-SET METAL ROD
 FO0909_STAMPING: B 440 1984
 FO0909_MARK LOGO: NGS   
 FO0909_PROJECTION: FLUSH
 FO0909_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FO0909_ROD/PIPE-DEPTH: 1.9  meters
 FO0909
 FO0909  HISTORY     - Date     Condition        Report By
 FO0909  HISTORY     - 1984     MONUMENTED       NGS
 FO0909
 FO0909                          STATION DESCRIPTION
 FO0909
 FO0909'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FO0909'2.9 KM (1.8 MI) SE FROM ESPANOLA.
 FO0909'2.9 KM (1.8 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 285 FROM ITS JUNCTION
 FO0909'WITH STATE HIGHWAY 68 IN ESPANOLA, 62.5 M (205.1 FT) SOUTH-SOUTHEAST
 FO0909'OF THE CENTER OF STATE HIGHWAY 106, 27.4 M (89.9 FT) NORTHEAST OF THE
 FO0909'CENTERLINE OF THE NORTH BOUND LANES OF THE HIGHWAY, AND 4.2 M
 FO0909'(13.8 FT) NORTHEAST OF A FENCE CORNER.  NOTE=REFUSAL WAS REACHED AT
 FO0909'6.0 FT.  ACCESS TO THE DATUM POINT IS THROUGH 5-INCH LOGO CAP.
 FO0909'THE MARK IS 0.3 METERS  NNW FROM  A WITNESS POST AND FENCE
 FO0909'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0583 ***********************************************************************
 GM0583  DESIGNATION -  B 441
 GM0583  PID         -  GM0583
 GM0583  STATE/COUNTY-  NM/TAOS
 GM0583  USGS QUAD   -  PETACA PEAK (1995)
 GM0583
 GM0583                         *CURRENT SURVEY CONTROL
 GM0583  ___________________________________________________________________
 GM0583* NAD 83(1986)-  36 33 28.     (N)    105 56 42.     (W)     SCALED    
 GM0583* NAVD 88     -      2405.856  (meters)    7893.21   (feet)  ADJUSTED  
 GM0583  ___________________________________________________________________
 GM0583  GEOID HEIGHT-         -17.51  (meters)                     GEOID03
 GM0583  DYNAMIC HT  -        2402.470 (meters)    7882.10  (feet)  COMP
 GM0583  MODELED GRAV-     979,137.9   (mgal)                       NAVD 88
 GM0583
 GM0583  VERT ORDER  -  FIRST     CLASS II
 GM0583
 GM0583.The horizontal coordinates were scaled from a topographic map and have
 GM0583.an estimated accuracy of +/- 6 seconds.
 GM0583
 GM0583.The orthometric height was determined by differential leveling
 GM0583.and adjusted by the National Geodetic Survey in June 1991..
 GM0583
 GM0583.The geoid height was determined by GEOID03.
 GM0583
 GM0583.The dynamic height is computed by dividing the NAVD 88
 GM0583.geopotential number by the normal gravity value computed on the
 GM0583.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GM0583.degrees latitude (g = 980.6199 gals.).
 GM0583
 GM0583.The modeled gravity was interpolated from observed gravity values.
 GM0583
 GM0583;                    North         East    Units  Estimated Accuracy
 GM0583;SPC NM C     -   616,440.      527,300.      MT  (+/- 180 meters Scaled)
 GM0583
 GM0583                          SUPERSEDED SURVEY CONTROL
 GM0583
 GM0583.No superseded survey control is available for this station.
 GM0583
 GM0583_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDA154462(NAD 83)
 GM0583_MARKER: I = METAL ROD
 GM0583_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 GM0583+WITH SETTING: INFORMATION.
 GM0583_SP_SET: SHALLOW-SET METAL ROD
 GM0583_STAMPING: B 441 1984
 GM0583_MARK LOGO: NGS   
 GM0583_PROJECTION: FLUSH
 GM0583_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GM0583_ROD/PIPE-DEPTH: 1.5  meters
 GM0583
 GM0583  HISTORY     - Date     Condition        Report By
 GM0583  HISTORY     - 1984     MONUMENTED       NGS
 GM0583
 GM0583                          STATION DESCRIPTION
 GM0583
 GM0583'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 GM0583'9.9 KM (6.15 MI) SOUTH FROM TRES PIEDRAS.
 GM0583'9.9 KM (6.15 MI) SOUTHERLY ALONG U.S. HIGHWAY 285 FROM ITS JUNCTION
 GM0583'WITH U.S. HIGHWAY 64 IN TRES PIEDRAS, 0.4 KM (0.25 MI) SOUTH OF
 GM0583'MILEPOST 378, 30.5 M (100.1 FT) WEST OF THE CENTERLINE OF THE HIGHWAY,
 GM0583'AND 9.0 M (29.5 FT) NORTH OF THE CENTER OF A GATE AND FIELD ENTERANCE.
 GM0583'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 GM0583'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST AND FENCE
 GM0583'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0609 ***********************************************************************
 GM0609  DESIGNATION -  B 442
 GM0609  PID         -  GM0609
 GM0609  STATE/COUNTY-  NM/RIO ARRIBA
 GM0609  USGS QUAD   -  PINABETOSO PEAKS (1963)
 GM0609
 GM0609                         *CURRENT SURVEY CONTROL
 GM0609  ___________________________________________________________________
 GM0609* NAD 83(1986)-  36 56 15.     (N)    105 59 21.     (W)     SCALED    
 GM0609* NAVD 88     -      2503.441  (meters)    8213.37   (feet)  ADJUSTED  
 GM0609  ___________________________________________________________________
 GM0609  GEOID HEIGHT-         -16.53  (meters)                     GEOID03
 GM0609  DYNAMIC HT  -        2500.015 (meters)    8202.13  (feet)  COMP
 GM0609  MODELED GRAV-     979,171.6   (mgal)                       NAVD 88
 GM0609
 GM0609  VERT ORDER  -  FIRST     CLASS II
 GM0609
 GM0609.The horizontal coordinates were scaled from a topographic map and have
 GM0609.an estimated accuracy of +/- 6 seconds.
 GM0609
 GM0609.The orthometric height was determined by differential leveling
 GM0609.and adjusted by the National Geodetic Survey in June 1991..
 GM0609
 GM0609.The geoid height was determined by GEOID03.
 GM0609
 GM0609.The dynamic height is computed by dividing the NAVD 88
 GM0609.geopotential number by the normal gravity value computed on the
 GM0609.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GM0609.degrees latitude (g = 980.6199 gals.).
 GM0609
 GM0609.The modeled gravity was interpolated from observed gravity values.
 GM0609
 GM0609;                    North         East    Units  Estimated Accuracy
 GM0609;SPC NM C     -   658,570.      523,230.      MT  (+/- 180 meters Scaled)
 GM0609
 GM0609                          SUPERSEDED SURVEY CONTROL
 GM0609
 GM0609.No superseded survey control is available for this station.
 GM0609
 GM0609_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDA119883(NAD 83)
 GM0609_MARKER: DB = BENCH MARK DISK
 GM0609_SETTING: 66 = SET IN ROCK OUTCROP
 GM0609_SP_SET: ROCK OUTCROP
 GM0609_STAMPING: B 442 1984
 GM0609_MARK LOGO: NGS   
 GM0609_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GM0609+STABILITY: POSITION/ELEVATION WELL
 GM0609_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GM0609+SATELLITE: SATELLITE OBSERVATIONS - September 25, 2004
 GM0609
 GM0609  HISTORY     - Date     Condition        Report By
 GM0609  HISTORY     - 1984     MONUMENTED       NGS
 GM0609  HISTORY     - 20040925 GOOD             GEOCAC
 GM0609
 GM0609                          STATION DESCRIPTION
 GM0609
 GM0609'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 GM0609'15.8 KM (9.8 MI) SOUTH FROM ANTONITO CO.
 GM0609'15.8 KM (9.8 MI) SOUTHERLY ALONG U.S. HIGHWAY 285 FROM THE POST OFFICE
 GM0609'IN ANTONITO, IN THE CENTER OF A 3 BY 19 FOOT EXPOSED AREA OF
 GM0609'OUTCROPPING BEDROCK, 56.7 M (186.0 FT) SOUTH OF THE NORTH END OF A
 GM0609'SMALL HIGHWAY CUT, 52.0 M (170.6 FT) NORTHWEST OF UTILITY POLE NUMBER
 GM0609'1-52-36 WITH A GUY WIRE, 14.0 M (45.9 FT) EAST OF THE CENTERLINE OF
 GM0609'THE HIGHWAY.
 GM0609'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 GM0609
 GM0609                          STATION RECOVERY (2004)
 GM0609
 GM0609'RECOVERY NOTE BY GEOCACHING 2004 (TWS)
 GM0609'RECOVERED IN GOOD CONDITION. HANDHELD GPS COORDINATES N36 56 14.6,
 GM0609'W105 59 21.4.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1415 ***********************************************************************
 CX1415  DESIGNATION -  B 443
 CX1415  PID         -  CX1415
 CX1415  STATE/COUNTY-  NM/OTERO
 CX1415  USGS QUAD   -  OROGRANDE SOUTH (1955)
 CX1415
 CX1415                         *CURRENT SURVEY CONTROL
 CX1415  ___________________________________________________________________
 CX1415* NAD 83(1986)-  32 22 07.     (N)    106 05 19.     (W)     SCALED    
 CX1415* NAVD 88     -      1270.102  (meters)    4166.99   (feet)  ADJUSTED  
 CX1415  ___________________________________________________________________
 CX1415  GEOID HEIGHT-         -23.00  (meters)                     GEOID03
 CX1415  DYNAMIC HT  -        1268.228 (meters)    4160.84  (feet)  COMP
 CX1415  MODELED GRAV-     979,119.1   (mgal)                       NAVD 88
 CX1415
 CX1415  VERT ORDER  -  FIRST     CLASS I
 CX1415
 CX1415.The horizontal coordinates were scaled from a topographic map and have
 CX1415.an estimated accuracy of +/- 6 seconds.
 CX1415
 CX1415.The orthometric height was determined by differential leveling
 CX1415.and adjusted by the National Geodetic Survey in June 1991..
 CX1415
 CX1415.The geoid height was determined by GEOID03.
 CX1415
 CX1415.The dynamic height is computed by dividing the NAVD 88
 CX1415.geopotential number by the normal gravity value computed on the
 CX1415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX1415.degrees latitude (g = 980.6199 gals.).
 CX1415
 CX1415.The modeled gravity was interpolated from observed gravity values.
 CX1415
 CX1415;                    North         East    Units  Estimated Accuracy
 CX1415;SPC NM C     -   151,750.      515,190.      MT  (+/- 180 meters Scaled)
 CX1415
 CX1415                          SUPERSEDED SURVEY CONTROL
 CX1415
 CX1415.No superseded survey control is available for this station.
 CX1415
 CX1415_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR975818(NAD 83)
 CX1415_MARKER: I = METAL ROD
 CX1415_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CX1415_SP_SET: STAINLESS STEEL ROD
 CX1415_STAMPING: B 443 1986
 CX1415_MARK LOGO: NGS   
 CX1415_PROJECTION: FLUSH
 CX1415_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CX1415_ROD/PIPE-DEPTH: 4.3  meters
 CX1415
 CX1415  HISTORY     - Date     Condition        Report By
 CX1415  HISTORY     - 1986     MONUMENTED       NGS
 CX1415
 CX1415                          STATION DESCRIPTION
 CX1415
 CX1415'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 CX1415'2.0 KM (1.25 MI) SOUTH FROM OROGRANDE.
 CX1415'0.9 KM (0.55 MI) SOUTH ALONG US HIGHWAY 54 FROM THE POST OFFICE IN
 CX1415'OROGRANDE, THENCE 0.6 KM (0.4 MI) EAST ALONG A PAVED ROAD, THENCE 0.5
 CX1415'KM (0.3 MI) SOUTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD, 41.9 METERS
 CX1415'(137.5 FT) SOUTH-SOUTHWEST OF A TELEPHONE POLE WITH A GUY WIRE, 23.5
 CX1415'METERS (77.1 FT) WEST OF THE NEAR RAIL AND 11.6 METERS (38.1 FT)
 CX1415'NORTH-NORTHEAST OF TELEPHONE POLE 2J.  NOTE--ACCESS TO DATUM POINT IS
 CX1415'HAD THROUGH A 5-INCH LOGO CAP.
 CX1415'THE MARK IS 1.1 METERS  S FROM  A WITNESS POST
 CX1415'THE MARK IS 1.5 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0081 ***********************************************************************
 ER0081  DESIGNATION -  B 45
 ER0081  PID         -  ER0081
 ER0081  STATE/COUNTY-  NM/CATRON
 ER0081  USGS QUAD   -  TEJANA MESA (1972)
 ER0081
 ER0081                         *CURRENT SURVEY CONTROL
 ER0081  ___________________________________________________________________
 ER0081* NAD 83(1986)-  34 23 21.     (N)    108 34 47.     (W)     SCALED    
 ER0081* NAVD 88     -      2049.352  (meters)    6723.58   (feet)  ADJUSTED  
 ER0081  ___________________________________________________________________
 ER0081  GEOID HEIGHT-         -21.62  (meters)                     GEOID03
 ER0081  DYNAMIC HT  -        2046.219 (meters)    6713.30  (feet)  COMP
 ER0081  MODELED GRAV-     979,033.5   (mgal)                       NAVD 88
 ER0081
 ER0081  VERT ORDER  -  SECOND    CLASS 0
 ER0081
 ER0081.The horizontal coordinates were scaled from a topographic map and have
 ER0081.an estimated accuracy of +/- 6 seconds.
 ER0081
 ER0081.The orthometric height was determined by differential leveling
 ER0081.and adjusted by the National Geodetic Survey in June 1991..
 ER0081
 ER0081.The geoid height was determined by GEOID03.
 ER0081
 ER0081.The dynamic height is computed by dividing the NAVD 88
 ER0081.geopotential number by the normal gravity value computed on the
 ER0081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0081.degrees latitude (g = 980.6199 gals.).
 ER0081
 ER0081.The modeled gravity was interpolated from observed gravity values.
 ER0081
 ER0081;                    North         East    Units  Estimated Accuracy
 ER0081;SPC NM W     -   376,080.      761,370.      MT  (+/- 180 meters Scaled)
 ER0081
 ER0081                          SUPERSEDED SURVEY CONTROL
 ER0081
 ER0081  NGVD 29 (??/??/92) 2048.414  (m)         6720.50   (f) ADJ UNCH    2 0
 ER0081
 ER0081.Superseded values are not recommended for survey control.
 ER0081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0081.See file dsdata.txt to determine how the superseded data were derived.
 ER0081
 ER0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYD225079(NAD 83)
 ER0081_MARKER: DB = BENCH MARK DISK
 ER0081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ER0081_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ER0081_STAMPING: B 45 1934
 ER0081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0081+STABILITY: SURFACE MOTION
 ER0081
 ER0081  HISTORY     - Date     Condition        Report By
 ER0081  HISTORY     - 1934     MONUMENTED       CGS
 ER0081  HISTORY     - 1972     MARK NOT FOUND   NGS
 ER0081
 ER0081                          STATION DESCRIPTION
 ER0081
 ER0081'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ER0081'6.8 MI NW FROM QUEMADO.
 ER0081'6.8 MILES NORTHWEST ALONG THE ATARQUE QUEMADO HWY.  ON ATARQUE QUEMADO
 ER0081'HWY., ABOUT 80 FT. SOUTHEAST OF CATTLEGUARD, 2 FT. EAST OF FENCE, AND
 ER0081'22 FT. WEST OF CENTER LINE OF HWY.
 ER0081
 ER0081                          STATION RECOVERY (1972)
 ER0081
 ER0081'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 ER0081'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0199 ***********************************************************************
 DT0199  DESIGNATION -  B 46
 DT0199  PID         -  DT0199
 DT0199  STATE/COUNTY-  NM/CATRON
 DT0199  USGS QUAD   -  QUEENS HEAD (1965)
 DT0199
 DT0199                         *CURRENT SURVEY CONTROL
 DT0199  ___________________________________________________________________
 DT0199* NAD 83(1986)-  33 55 05.     (N)    108 39 00.     (W)     SCALED    
 DT0199* NAVD 88     -      2048.292  (meters)    6720.10   (feet)  ADJUSTED  
 DT0199  ___________________________________________________________________
 DT0199  GEOID HEIGHT-         -22.04  (meters)                     GEOID03
 DT0199  DYNAMIC HT  -        2045.068 (meters)    6709.53  (feet)  COMP
 DT0199  MODELED GRAV-     978,989.7   (mgal)                       NAVD 88
 DT0199
 DT0199  VERT ORDER  -  SECOND    CLASS 0
 DT0199
 DT0199.The horizontal coordinates were scaled from a topographic map and have
 DT0199.an estimated accuracy of +/- 6 seconds.
 DT0199
 DT0199.The orthometric height was determined by differential leveling
 DT0199.and adjusted by the National Geodetic Survey in June 1991..
 DT0199
 DT0199.The geoid height was determined by GEOID03.
 DT0199
 DT0199.The dynamic height is computed by dividing the NAVD 88
 DT0199.geopotential number by the normal gravity value computed on the
 DT0199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0199.degrees latitude (g = 980.6199 gals.).
 DT0199
 DT0199.The modeled gravity was interpolated from observed gravity values.
 DT0199
 DT0199;                    North         East    Units  Estimated Accuracy
 DT0199;SPC NM W     -   323,870.      754,490.      MT  (+/- 180 meters Scaled)
 DT0199
 DT0199                          SUPERSEDED SURVEY CONTROL
 DT0199
 DT0199  NGVD 29 (??/??/92) 2047.301  (m)         6716.85   (f) ADJ UNCH    2 0
 DT0199
 DT0199.Superseded values are not recommended for survey control.
 DT0199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0199.See file dsdata.txt to determine how the superseded data were derived.
 DT0199
 DT0199_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYC172555(NAD 83)
 DT0199_MARKER: DB = BENCH MARK DISK
 DT0199_SETTING: 66 = SET IN ROCK OUTCROP
 DT0199_SP_SET: RYOLITE ROCK
 DT0199_STAMPING: B 46 1934
 DT0199_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DT0199+STABILITY: POSITION/ELEVATION WELL
 DT0199
 DT0199  HISTORY     - Date     Condition        Report By
 DT0199  HISTORY     - 1934     MONUMENTED       CGS
 DT0199  HISTORY     - 1965     MARK NOT FOUND   USGS
 DT0199
 DT0199                          STATION DESCRIPTION
 DT0199
 DT0199'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DT0199'6.3 MI N FROM APACHE CREEK.
 DT0199'ON QUEMADO-APACHE CREEK HWY., ABOUT 104 YDS. EAST OF APACHE CREEK, AND
 DT0199'24 FT. EAST OF CENTER LINE OF HWY., IN LARGE RYOLITE ROCK.
 DT0199
 DT0199                          STATION RECOVERY (1965)
 DT0199
 DT0199'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 DT0199'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0061 ***********************************************************************
 FP0061  DESIGNATION -  B 47
 FP0061  PID         -  FP0061
 FP0061  STATE/COUNTY-  NM/CIBOLA
 FP0061  USGS QUAD   -  EL MORRO (1995)
 FP0061
 FP0061                         *CURRENT SURVEY CONTROL
 FP0061  ___________________________________________________________________
 FP0061* NAD 83(1986)-  35 02 33.     (N)    108 20 52.     (W)     SCALED    
 FP0061* NAVD 88     -      2189.745  (meters)    7184.19   (feet)  ADJUSTED  
 FP0061  ___________________________________________________________________
 FP0061  GEOID HEIGHT-         -20.60  (meters)                     GEOID03
 FP0061  DYNAMIC HT  -        2186.525 (meters)    7173.62  (feet)  COMP
 FP0061  MODELED GRAV-     979,085.4   (mgal)                       NAVD 88
 FP0061
 FP0061  VERT ORDER  -  SECOND    CLASS 0
 FP0061
 FP0061.The horizontal coordinates were scaled from a topographic map and have
 FP0061.an estimated accuracy of +/- 6 seconds.
 FP0061
 FP0061.The orthometric height was determined by differential leveling
 FP0061.and adjusted by the National Geodetic Survey in June 1991..
 FP0061
 FP0061.The geoid height was determined by GEOID03.
 FP0061
 FP0061.The dynamic height is computed by dividing the NAVD 88
 FP0061.geopotential number by the normal gravity value computed on the
 FP0061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0061.degrees latitude (g = 980.6199 gals.).
 FP0061
 FP0061.The modeled gravity was interpolated from observed gravity values.
 FP0061
 FP0061;                    North         East    Units  Estimated Accuracy
 FP0061;SPC NM W     -   448,420.      783,070.      MT  (+/- 180 meters Scaled)
 FP0061
 FP0061                          SUPERSEDED SURVEY CONTROL
 FP0061
 FP0061  NGVD 29 (??/??/92) 2188.691  (m)         7180.73   (f) ADJ UNCH    2 0
 FP0061
 FP0061.Superseded values are not recommended for survey control.
 FP0061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0061.See file dsdata.txt to determine how the superseded data were derived.
 FP0061
 FP0061_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYD419809(NAD 83)
 FP0061_MARKER: DB = BENCH MARK DISK
 FP0061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FP0061_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FP0061_STAMPING: B 47 1934
 FP0061_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FP0061+STABILITY: SURFACE MOTION
 FP0061
 FP0061  HISTORY     - Date     Condition        Report By
 FP0061  HISTORY     - 1934     MONUMENTED       CGS
 FP0061  HISTORY     - 1962     GOOD             USGS
 FP0061
 FP0061                          STATION DESCRIPTION
 FP0061
 FP0061'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 FP0061'1.7 MI SW FROM EL MORRO.
 FP0061'1.5 MI W ALONG STATE HWY 53 FROM EL MORRO, VALENCIA COUNTY, 0.5 MI W
 FP0061'OF ENTRANCE TO THE EL MORRO NATIONAL MONUMENT, 0.1 MI W OF THE NE COR
 FP0061'OF THE BOUNDARY FENCE, 350 FEET S OF THE HWY, AND 4 FT N OF THE FENCE.
 FP0061'A STANDARD DISK STAMPED B 47 1934 AND SET IN A CONC POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0341 ***********************************************************************
 DS0341  DESIGNATION -  B 48
 DS0341  PID         -  DS0341
 DS0341  STATE/COUNTY-  NM/OTERO
 DS0341  USGS QUAD   -  TULAROSA PEAK (1981)
 DS0341
 DS0341                         *CURRENT SURVEY CONTROL
 DS0341  ___________________________________________________________________
 DS0341* NAD 83(1986)-  33 04 40.     (N)    106 09 12.     (W)     SCALED    
 DS0341* NAVD 88     -      1262.512  (meters)    4142.09   (feet)  ADJUSTED  
 DS0341  ___________________________________________________________________
 DS0341  GEOID HEIGHT-         -22.62  (meters)                     GEOID03
 DS0341  DYNAMIC HT  -        1260.701 (meters)    4136.15  (feet)  COMP
 DS0341  MODELED GRAV-     979,159.2   (mgal)                       NAVD 88
 DS0341
 DS0341  VERT ORDER  -  FIRST     CLASS I
 DS0341
 DS0341.The horizontal coordinates were scaled from a topographic map and have
 DS0341.an estimated accuracy of +/- 6 seconds.
 DS0341
 DS0341.The orthometric height was determined by differential leveling
 DS0341.and adjusted by the National Geodetic Survey in June 1991..
 DS0341
 DS0341.The geoid height was determined by GEOID03.
 DS0341
 DS0341.The dynamic height is computed by dividing the NAVD 88
 DS0341.geopotential number by the normal gravity value computed on the
 DS0341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0341.degrees latitude (g = 980.6199 gals.).
 DS0341
 DS0341.The modeled gravity was interpolated from observed gravity values.
 DS0341
 DS0341;                    North         East    Units  Estimated Accuracy
 DS0341;SPC NM C     -   230,380.      509,030.      MT  (+/- 180 meters Scaled)
 DS0341
 DS0341                          SUPERSEDED SURVEY CONTROL
 DS0341
 DS0341  NGVD 29 (??/??/92) 1261.913  (m)         4140.13   (f) ADJ UNCH    1 1
 DS0341
 DS0341.Superseded values are not recommended for survey control.
 DS0341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0341.See file dsdata.txt to determine how the superseded data were derived.
 DS0341
 DS0341_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS923605(NAD 83)
 DS0341_MARKER: DB = BENCH MARK DISK
 DS0341_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0341_SP_SET: CONCRETE POST
 DS0341_STAMPING: B 48 1934
 DS0341_MARK LOGO: CGS   
 DS0341_PROJECTION: PROJECTING 8 CENTIMETERS
 DS0341_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0341+STABILITY: SURFACE MOTION
 DS0341
 DS0341  HISTORY     - Date     Condition        Report By
 DS0341  HISTORY     - 1934     MONUMENTED       CGS
 DS0341  HISTORY     - 1952     GOOD             NGS
 DS0341  HISTORY     - 1986     GOOD             NGS
 DS0341
 DS0341                          STATION DESCRIPTION
 DS0341
 DS0341'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DS0341'7.1 MI W FROM TULAROSA.
 DS0341'7.1 MILES WEST ALONG OLD STATE HIGHWAY 52 FROM THE SOUTHERN PACIFIC
 DS0341'RAILROAD STATION AT TULAROSA, 0.35 MILE WEST OF A GRAVELED CROSS ROAD,
 DS0341'25 FEET NORTH OF THE CENTER LINE OF THE OLD HIGHWAY, 3 FEET EAST OF A
 DS0341'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6
 DS0341'FOOT ABOVE THE GROUND.
 DS0341
 DS0341                          STATION RECOVERY (1986)
 DS0341
 DS0341'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 DS0341'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  12.9 KM
 DS0341'(8.0 MI) WEST OF THE POST OFFICE IN TULAROSA ALONG THE OLD HIGHWAY 52
 DS0341'TO THE TULA GATE, THENCE 0.5 KM (0.3 MI) WEST OF THE TULA GATE ON WSMR
 DS0341'ROUTE 6, 37.3 METERS (122.4 FT) SOUTH OF THE CENTERLINE OF THE ROAD,
 DS0341'6.9 METERS (22.6 FT) NORTH OF A DIRT ROAD.
 DS0341'THE MARK IS 1.0 METERS  W FROM  A WITNESS POST
 DS0341'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0339 ***********************************************************************
 FO0339  DESIGNATION -  B 48
 FO0339  PID         -  FO0339
 FO0339  STATE/COUNTY-  NM/BERNALILLO
 FO0339  USGS QUAD   -  ALBUQUERQUE EAST (1990)
 FO0339
 FO0339                         *CURRENT SURVEY CONTROL
 FO0339  ___________________________________________________________________
 FO0339* NAD 83(1986)-  35 04 52.     (N)    106 37 20.     (W)     SCALED    
 FO0339* NAVD 88     -      1573.923  (meters)    5163.78   (feet)  ADJUSTED  
 FO0339  ___________________________________________________________________
 FO0339  GEOID HEIGHT-         -21.21  (meters)                     GEOID03
 FO0339  DYNAMIC HT  -        1571.761 (meters)    5156.69  (feet)  COMP
 FO0339  MODELED GRAV-     979,206.0   (mgal)                       NAVD 88
 FO0339
 FO0339  VERT ORDER  -  FIRST     CLASS II
 FO0339
 FO0339.The horizontal coordinates were scaled from a topographic map and have
 FO0339.an estimated accuracy of +/- 6 seconds.
 FO0339
 FO0339.The orthometric height was determined by differential leveling
 FO0339.and adjusted by the National Geodetic Survey in June 1991..
 FO0339
 FO0339.The geoid height was determined by GEOID03.
 FO0339
 FO0339.The dynamic height is computed by dividing the NAVD 88
 FO0339.geopotential number by the normal gravity value computed on the
 FO0339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0339.degrees latitude (g = 980.6199 gals.).
 FO0339
 FO0339.The modeled gravity was interpolated from observed gravity values.
 FO0339
 FO0339;                    North         East    Units  Estimated Accuracy
 FO0339;SPC NM C     -   452,640.      466,060.      MT  (+/- 180 meters Scaled)
 FO0339
 FO0339                          SUPERSEDED SURVEY CONTROL
 FO0339
 FO0339  NGVD 29 (??/??/92) 1573.097  (m)         5161.07   (f) ADJ UNCH    1 2
 FO0339
 FO0339.Superseded values are not recommended for survey control.
 FO0339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0339.See file dsdata.txt to determine how the superseded data were derived.
 FO0339
 FO0339_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU521832(NAD 83)
 FO0339_MARKER: DD = SURVEY DISK
 FO0339_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FO0339_SP_SET: CURB
 FO0339_STAMPING: BM B 48
 FO0339_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FO0339
 FO0339  HISTORY     - Date     Condition        Report By
 FO0339  HISTORY     - UNK      MONUMENTED       LOCSUR
 FO0339  HISTORY     - 1951     GOOD             NGS
 FO0339  HISTORY     - 20041025 MARK NOT FOUND   GEOCAC
 FO0339
 FO0339                          STATION DESCRIPTION
 FO0339
 FO0339'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 FO0339'1.4 MI E FROM ALBUQUERQUE.
 FO0339'1.4 MILES EAST ALONG EAST CENTRAL AVENUE FROM THE EAST CENTRAL AVENUE
 FO0339'VIADUCT AT ALBUQUERQUE, 132 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF
 FO0339'THE JOURNALISM BUILDING AT THE UNIVERSITY OF NEW MEXICO, 34 FEET NORTH
 FO0339'OF THE CENTER LINE OF LAST CENTRAL AVENUE, 19.7 FEET WEST OF THE
 FO0339'CENTER LINE OF NORTH YALE AVENUE, SET IN THE TOP OF THE ROUNDING PART
 FO0339'OF THE CURB.
 FO0339
 FO0339                          STATION RECOVERY (2004)
 FO0339
 FO0339'RECOVERY NOTE BY GEOCACHING 2004 (BMC)
 FO0339'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0292 ***********************************************************************
 CE0292  DESIGNATION -  B 481
 CE0292  PID         -  CE0292
 CE0292  STATE/COUNTY-  NM/DONA ANA
 CE0292  USGS QUAD   -  SMELTERTOWN (1994)
 CE0292
 CE0292                         *CURRENT SURVEY CONTROL
 CE0292  ___________________________________________________________________
 CE0292* NAD 83(1986)-  31 45 40.     (N)    106 30 22.     (W)     SCALED    
 CE0292* NAVD 88     -      1142.974  (meters)    3749.91   (feet)  ADJUSTED  
 CE0292  ___________________________________________________________________
 CE0292  GEOID HEIGHT-         -24.02  (meters)                     GEOID03
 CE0292  DYNAMIC HT  -        1141.270 (meters)    3744.32  (feet)  COMP
 CE0292  MODELED GRAV-     979,109.9   (mgal)                       NAVD 88
 CE0292
 CE0292  VERT ORDER  -  FIRST     CLASS II
 CE0292
 CE0292.The horizontal coordinates were scaled from a topographic map and have
 CE0292.an estimated accuracy of +/- 6 seconds.
 CE0292
 CE0292.The orthometric height was determined by differential leveling
 CE0292.and adjusted by the National Geodetic Survey in June 1991..
 CE0292
 CE0292.The geoid height was determined by GEOID03.
 CE0292
 CE0292.The dynamic height is computed by dividing the NAVD 88
 CE0292.geopotential number by the normal gravity value computed on the
 CE0292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0292.degrees latitude (g = 980.6199 gals.).
 CE0292
 CE0292.The modeled gravity was interpolated from observed gravity values.
 CE0292
 CE0292;                    North         East    Units  Estimated Accuracy
 CE0292;SPC NM C     -    84,410.      475,740.      MT  (+/- 180 meters Scaled)
 CE0292
 CE0292                          SUPERSEDED SURVEY CONTROL
 CE0292
 CE0292  NGVD 29 (??/??/92) 1142.505  (m)         3748.37   (f) ADJ UNCH    1 2
 CE0292
 CE0292.Superseded values are not recommended for survey control.
 CE0292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0292.See file dsdata.txt to determine how the superseded data were derived.
 CE0292
 CE0292_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR573149(NAD 83)
 CE0292_MARKER: DB = BENCH MARK DISK
 CE0292_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CE0292_SP_SET: PILLAR
 CE0292_STAMPING: B 481 1935
 CE0292_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CE0292
 CE0292  HISTORY     - Date     Condition        Report By
 CE0292  HISTORY     - 1935     MONUMENTED       CGS
 CE0292  HISTORY     - 1952     GOOD             NGS
 CE0292  HISTORY     - 1954     MARK NOT FOUND   DOD
 CE0292
 CE0292                          STATION DESCRIPTION
 CE0292
 CE0292'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CE0292'0.7 MI NW FROM EL PASO.
 CE0292'0.7 MILE NORTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE UNION
 CE0292'STATION AT EL PASO, AT THE HART VIADUCT, 120 YARDS SOUTHEAST OF THE
 CE0292'GLOVE FLOUR MILLS BUILDING, 5.2 FEET SOUTHWEST OF THE SOUTHWEST RAIL,
 CE0292'SET VERTICALLY IN THE NORTH SIDE OF THE SOUTHWEST CENTER CONCRETE
 CE0292'PILLAR OF THE VIADUCT.
 CE0292
 CE0292                          STATION RECOVERY (1954)
 CE0292
 CE0292'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1954
 CE0292'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0257 ***********************************************************************
 EP0257  DESIGNATION -  B 5
 EP0257  PID         -  EP0257
 EP0257  STATE/COUNTY-  NM/TORRANCE
 EP0257  USGS QUAD   -  ENCINO (1978)
 EP0257
 EP0257                         *CURRENT SURVEY CONTROL
 EP0257  ___________________________________________________________________
 EP0257* NAD 83(1986)-  34 38 00.     (N)    105 23 56.     (W)     SCALED    
 EP0257* NAVD 88     -      1878.184  (meters)    6162.01   (feet)  ADJUSTED  
 EP0257  ___________________________________________________________________
 EP0257  GEOID HEIGHT-         -20.11  (meters)                     GEOID03
 EP0257  DYNAMIC HT  -        1875.548 (meters)    6153.36  (feet)  COMP
 EP0257  MODELED GRAV-     979,163.8   (mgal)                       NAVD 88
 EP0257
 EP0257  VERT ORDER  -  FIRST     CLASS II
 EP0257
 EP0257.The horizontal coordinates were scaled from a topographic map and have
 EP0257.an estimated accuracy of +/- 6 seconds.
 EP0257
 EP0257.The orthometric height was determined by differential leveling
 EP0257.and adjusted by the National Geodetic Survey in June 1991..
 EP0257
 EP0257.The geoid height was determined by GEOID03.
 EP0257
 EP0257.The dynamic height is computed by dividing the NAVD 88
 EP0257.geopotential number by the normal gravity value computed on the
 EP0257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EP0257.degrees latitude (g = 980.6199 gals.).
 EP0257
 EP0257.The modeled gravity was interpolated from observed gravity values.
 EP0257
 EP0257;                    North         East    Units  Estimated Accuracy
 EP0257;SPC NM C     -   403,230.      578,040.      MT  (+/- 180 meters Scaled)
 EP0257
 EP0257                          SUPERSEDED SURVEY CONTROL
 EP0257
 EP0257  NGVD 29 (??/??/92) 1877.388  (m)         6159.40   (f) ADJ UNCH    1 2
 EP0257
 EP0257.Superseded values are not recommended for survey control.
 EP0257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EP0257.See file dsdata.txt to determine how the superseded data were derived.
 EP0257
 EP0257_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDU634324(NAD 83)
 EP0257_MARKER: Z = SEE DESCRIPTION
 EP0257_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EP0257_SP_SET: ABUTMENT
 EP0257_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EP0257
 EP0257  HISTORY     - Date     Condition        Report By
 EP0257  HISTORY     - UNK      MONUMENTED       CGS
 EP0257  HISTORY     - 1958     GOOD             NGS
 EP0257
 EP0257                          STATION DESCRIPTION
 EP0257
 EP0257'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 EP0257'3.35 MI E FROM ENCINO.
 EP0257'ABOUT 3.35 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 EP0257'FROM THE STATION AT ENCINO, 13 POLES WEST OF MILEPOST 800, IN THE TOP
 EP0257'OF THE NORTH END OF THE EAST CONCRETE ABUTMENT OF A STEEL GIRDER
 EP0257'BRIDGE, 6 1/2 FEET NORTH OF THE NORTH RAIL, AND ABOUT 2 FEET BELOW THE
 EP0257'LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0028 ***********************************************************************
 DS0028  DESIGNATION -  B 50
 DS0028  PID         -  DS0028
 DS0028  STATE/COUNTY-  NM/SOCORRO
 DS0028  USGS QUAD   -  GARDEN SPRING CANYON (1982)
 DS0028
 DS0028                         *CURRENT SURVEY CONTROL
 DS0028  ___________________________________________________________________
 DS0028* NAD 83(1986)-  33 49 00.     (N)    106 15 37.     (W)     SCALED    
 DS0028* NAVD 88     -      1944.499  (meters)    6379.58   (feet)  ADJUSTED  
 DS0028  ___________________________________________________________________
 DS0028  GEOID HEIGHT-         -20.98  (meters)                     GEOID03
 DS0028  DYNAMIC HT  -        1941.581 (meters)    6370.00  (feet)  COMP
 DS0028  MODELED GRAV-     979,066.2   (mgal)                       NAVD 88
 DS0028
 DS0028  VERT ORDER  -  SECOND    CLASS 0
 DS0028
 DS0028.The horizontal coordinates were scaled from a topographic map and have
 DS0028.an estimated accuracy of +/- 6 seconds.
 DS0028
 DS0028.The orthometric height was determined by differential leveling
 DS0028.and adjusted by the National Geodetic Survey in June 1991..
 DS0028
 DS0028.The geoid height was determined by GEOID03.
 DS0028
 DS0028.The dynamic height is computed by dividing the NAVD 88
 DS0028.geopotential number by the normal gravity value computed on the
 DS0028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0028.degrees latitude (g = 980.6199 gals.).
 DS0028
 DS0028.The modeled gravity was interpolated from observed gravity values.
 DS0028
 DS0028;                    North         East    Units  Estimated Accuracy
 DS0028;SPC NM C     -   312,320.      499,050.      MT  (+/- 180 meters Scaled)
 DS0028
 DS0028                          SUPERSEDED SURVEY CONTROL
 DS0028
 DS0028  NGVD 29 (??/??/92) 1943.645  (m)         6376.78   (f) ADJ UNCH    2 0
 DS0028
 DS0028.Superseded values are not recommended for survey control.
 DS0028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0028.See file dsdata.txt to determine how the superseded data were derived.
 DS0028
 DS0028_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT833425(NAD 83)
 DS0028_MARKER: DB = BENCH MARK DISK
 DS0028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0028_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0028_STAMPING: B 50 1934
 DS0028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0028+STABILITY: SURFACE MOTION
 DS0028
 DS0028  HISTORY     - Date     Condition        Report By
 DS0028  HISTORY     - 1934     MONUMENTED       CGS
 DS0028  HISTORY     - 1969     MARK NOT FOUND   NGS
 DS0028
 DS0028                          STATION DESCRIPTION
 DS0028
 DS0028'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 DS0028'27.5 MI NW FROM CARRIZOZO.
 DS0028'IN SOCORRO COUNTY, ABOUT 27.5 MILES NORTHWEST ALONG U.S. HIGHWAY 380
 DS0028'FROM CARRIZOZO, LINCOLN COUNTY, ABOUT 200 YARDS WEST OF THE TOP OF A
 DS0028'SMALL RISE, ABOUT 46 YARDS EAST OF A DIM ROAD LEADING SOUTH AND 29
 DS0028'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY.  A STANDARD DISK,
 DS0028'STAMPED B 50 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0365 ***********************************************************************
 FO0365  DESIGNATION -  B 51
 FO0365  PID         -  FO0365
 FO0365  STATE/COUNTY-  NM/BERNALILLO
 FO0365  USGS QUAD   -  ALBUQUERQUE EAST (1990)
 FO0365
 FO0365                         *CURRENT SURVEY CONTROL
 FO0365  ___________________________________________________________________
 FO0365* NAD 83(1986)-  35 04 37.     (N)    106 34 36.     (W)     SCALED    
 FO0365* NAVD 88     -      1613.711  (meters)    5294.32   (feet)  ADJUSTED  
 FO0365  ___________________________________________________________________
 FO0365  GEOID HEIGHT-         -20.96  (meters)                     GEOID03
 FO0365  DYNAMIC HT  -        1611.491 (meters)    5287.03  (feet)  COMP
 FO0365  MODELED GRAV-     979,202.5   (mgal)                       NAVD 88
 FO0365
 FO0365  VERT ORDER  -  FIRST     CLASS II
 FO0365
 FO0365.The horizontal coordinates were scaled from a topographic map and have
 FO0365.an estimated accuracy of +/- 6 seconds.
 FO0365
 FO0365.The orthometric height was determined by differential leveling
 FO0365.and adjusted by the National Geodetic Survey in June 1991..
 FO0365
 FO0365.The geoid height was determined by GEOID03.
 FO0365
 FO0365.The dynamic height is computed by dividing the NAVD 88
 FO0365.geopotential number by the normal gravity value computed on the
 FO0365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0365.degrees latitude (g = 980.6199 gals.).
 FO0365
 FO0365.The modeled gravity was interpolated from observed gravity values.
 FO0365
 FO0365;                    North         East    Units  Estimated Accuracy
 FO0365;SPC NM C     -   452,160.      470,210.      MT  (+/- 180 meters Scaled)
 FO0365
 FO0365                          SUPERSEDED SURVEY CONTROL
 FO0365
 FO0365  NGVD 29 (??/??/92) 1612.879  (m)         5291.59   (f) ADJ UNCH    1 2
 FO0365
 FO0365.Superseded values are not recommended for survey control.
 FO0365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0365.See file dsdata.txt to determine how the superseded data were derived.
 FO0365
 FO0365_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU562827(NAD 83)
 FO0365_MARKER: DD = SURVEY DISK
 FO0365_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FO0365_SP_SET: CURB
 FO0365_STAMPING: BM B 51
 FO0365_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FO0365
 FO0365  HISTORY     - Date     Condition        Report By
 FO0365  HISTORY     - UNK      MONUMENTED       LOCSUR
 FO0365  HISTORY     - 1951     GOOD             NGS
 FO0365
 FO0365                          STATION DESCRIPTION
 FO0365
 FO0365'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 FO0365'3.3 MI E FROM ALBUQUERQUE.
 FO0365'3.3 MILES EAST ALONG EAST CENTRAL AVENUE FROM THE EAST CENTRAL AVENUE
 FO0365'VIADUCT AT ALBUQUERQUE, AT ITS INTERSECTION WITH SAN PEDRO DRIVE, AT
 FO0365'THE SOUTHWEST CORNER OF THE BANK OF NEW MEXICO, 62 FEET NORTH OF THE
 FO0365'CENTER LINE OF EAST CENTRAL AVENUE, 61 FEET EAST OF THE CENTER LINE OF
 FO0365'SAN PEDRO DRIVE, 3.9 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 FO0365'BANK OF NEW MEXICO, SET IN THE TOP OF THE EAST CURB OF THE PARKING
 FO0365'AREA OF THE BANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0037 ***********************************************************************
 EQ0037  DESIGNATION -  B 52
 EQ0037  PID         -  EQ0037
 EQ0037  STATE/COUNTY-  NM/TORRANCE
 EQ0037  USGS QUAD   -  ESTANCIA (1986)
 EQ0037
 EQ0037                         *CURRENT SURVEY CONTROL
 EQ0037  ___________________________________________________________________
 EQ0037* NAD 83(1986)-  34 47 06.     (N)    106 03 13.     (W)     SCALED    
 EQ0037* NAVD 88     -      1866.021  (meters)    6122.10   (feet)  ADJUSTED  
 EQ0037  ___________________________________________________________________
 EQ0037  GEOID HEIGHT-         -19.81  (meters)                     GEOID03
 EQ0037  DYNAMIC HT  -        1863.364 (meters)    6113.39  (feet)  COMP
 EQ0037  MODELED GRAV-     979,144.1   (mgal)                       NAVD 88
 EQ0037
 EQ0037  VERT ORDER  -  SECOND    CLASS 0
 EQ0037
 EQ0037.The horizontal coordinates were scaled from a topographic map and have
 EQ0037.an estimated accuracy of +/- 6 seconds.
 EQ0037
 EQ0037.The orthometric height was determined by differential leveling
 EQ0037.and adjusted by the National Geodetic Survey in June 1991..
 EQ0037
 EQ0037.The geoid height was determined by GEOID03.
 EQ0037
 EQ0037.The dynamic height is computed by dividing the NAVD 88
 EQ0037.geopotential number by the normal gravity value computed on the
 EQ0037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0037.degrees latitude (g = 980.6199 gals.).
 EQ0037
 EQ0037.The modeled gravity was interpolated from observed gravity values.
 EQ0037
 EQ0037;                    North         East    Units  Estimated Accuracy
 EQ0037;SPC NM C     -   419,740.      517,970.      MT  (+/- 180 meters Scaled)
 EQ0037
 EQ0037                          SUPERSEDED SURVEY CONTROL
 EQ0037
 EQ0037  NGVD 29 (??/??/92) 1865.165  (m)         6119.30   (f) ADJ UNCH    2 0
 EQ0037
 EQ0037.Superseded values are not recommended for survey control.
 EQ0037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0037.See file dsdata.txt to determine how the superseded data were derived.
 EQ0037
 EQ0037_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDU036497(NAD 83)
 EQ0037_MARKER: DB = BENCH MARK DISK
 EQ0037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EQ0037_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EQ0037_STAMPING: B-52 1934
 EQ0037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EQ0037+STABILITY: SURFACE MOTION
 EQ0037_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EQ0037+SATELLITE: SATELLITE OBSERVATIONS - May 20, 2003
 EQ0037
 EQ0037  HISTORY     - Date     Condition        Report By
 EQ0037  HISTORY     - 1934     MONUMENTED       CGS
 EQ0037  HISTORY     - 1954     GOOD             USGS
 EQ0037  HISTORY     - 20030520 GOOD             JCLS
 EQ0037
 EQ0037                          STATION DESCRIPTION
 EQ0037
 EQ0037'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 EQ0037'1.8 MI N FROM ESTANCIA.
 EQ0037'ESTANCIA, ATCHISON TOPEKA AND SANTA FE RAILWAY STATION, 1.8 MILES N.
 EQ0037'FROM ALONG RAILROAD.  670 FT. N. OF A SECONDARY ROAD CROSSING.  36 FT.
 EQ0037'E. OF THE CENTERLINE OF THE TRACK.  85 FT. W. OF THE HWY.  IN A
 EQ0037'CONCRETE POST.  STANDARD U.S.C. AND G.S. DISK STAMPED B-52 1934.
 EQ0037
 EQ0037                          STATION RECOVERY (2003)
 EQ0037
 EQ0037'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2003
 EQ0037'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0196 ***********************************************************************
 FO0196  DESIGNATION -  B 53 RESET
 FO0196  PID         -  FO0196
 FO0196  STATE/COUNTY-  NM/TORRANCE
 FO0196  USGS QUAD   -  EDGEWOOD (1990)
 FO0196
 FO0196                         *CURRENT SURVEY CONTROL
 FO0196  ___________________________________________________________________
 FO0196* NAD 83(1986)-  35 02 16.     (N)    106 07 58.     (W)     SCALED    
 FO0196* NAVD 88     -      1975.60   (meters)    6481.6    (feet)  RESET     
 FO0196  ___________________________________________________________________
 FO0196  GEOID HEIGHT-         -19.44  (meters)                     GEOID03
 FO0196
 FO0196  VERT ORDER  -  THIRD
 FO0196
 FO0196.The horizontal coordinates were scaled from a topographic map and have
 FO0196.an estimated accuracy of +/- 6 seconds.
 FO0196
 FO0196.The orthometric height was computed from unverified reset data.
 FO0196
 FO0196.The geoid height was determined by GEOID03.
 FO0196
 FO0196;                    North         East    Units  Estimated Accuracy
 FO0196;SPC NM C     -   447,770.      510,700.      MT  (+/- 180 meters Scaled)
 FO0196
 FO0196                          SUPERSEDED SURVEY CONTROL
 FO0196
 FO0196.No superseded survey control is available for this station.
 FO0196
 FO0196_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU966778(NAD 83)
 FO0196_MARKER: DD = SURVEY DISK
 FO0196_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FO0196_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FO0196_STAMPING: B 53 RESET 1953
 FO0196_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO0196+STABILITY: SURFACE MOTION
 FO0196
 FO0196  HISTORY     - Date     Condition        Report By
 FO0196  HISTORY     - 1953     MONUMENTED       MNHD
 FO0196
 FO0196                          STATION DESCRIPTION
 FO0196
 FO0196'DESCRIBED BY MN HIGHWAY DEPT 1953
 FO0196'6.0 MI NW FROM MORIARTY.
 FO0196'6.0 MILES NORTHWEST ALONG U.S. HIGHWAY 66 FROM MORIARTY, 3.5 MILES
 FO0196'EAST OF THE POST OFFICE AT EDGEWOOD, 96 FEET NORTHEAST OF THE CENTER
 FO0196'LINE OF THE HIGHWAY, 21 FEET SOUTHEAST OF THE CENTER OF A FARM ROAD,
 FO0196'AND 2 FEET SOUTH OF A FENCE.  A STANDARD DISK, STAMPED B 53 1953 AND
 FO0196'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0589 ***********************************************************************
 GL0589  DESIGNATION -  B 54
 GL0589  PID         -  GL0589
 GL0589  STATE/COUNTY-  NM/UNION
 GL0589  USGS QUAD   -  TEXLINE NORTH (1970)
 GL0589
 GL0589                         *CURRENT SURVEY CONTROL
 GL0589  ___________________________________________________________________
 GL0589* NAD 83(1986)-  36 23 55.     (N)    103 04 23.     (W)     SCALED    
 GL0589* NAVD 88     -      1459.475  (meters)    4788.29   (feet)  ADJUSTED  
 GL0589  ___________________________________________________________________
 GL0589  GEOID HEIGHT-         -22.55  (meters)                     GEOID03
 GL0589  DYNAMIC HT  -        1457.762 (meters)    4782.67  (feet)  COMP
 GL0589  MODELED GRAV-     979,406.8   (mgal)                       NAVD 88
 GL0589
 GL0589  VERT ORDER  -  FIRST     CLASS II
 GL0589
 GL0589.The horizontal coordinates were scaled from a topographic map and have
 GL0589.an estimated accuracy of +/- 6 seconds.
 GL0589
 GL0589.The orthometric height was determined by differential leveling
 GL0589.and adjusted by the National Geodetic Survey in June 1991..
 GL0589
 GL0589.The geoid height was determined by GEOID03.
 GL0589
 GL0589.The dynamic height is computed by dividing the NAVD 88
 GL0589.geopotential number by the normal gravity value computed on the
 GL0589.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0589.degrees latitude (g = 980.6199 gals.).
 GL0589
 GL0589.The modeled gravity was interpolated from observed gravity values.
 GL0589
 GL0589;                    North         East    Units  Estimated Accuracy
 GL0589;SPC NM E     -   599,480.      278,050.      MT  (+/- 180 meters Scaled)
 GL0589
 GL0589                          SUPERSEDED SURVEY CONTROL
 GL0589
 GL0589  NGVD 29 (??/??/92) 1458.785  (m)         4786.03   (f) ADJ UNCH    1 2
 GL0589
 GL0589.Superseded values are not recommended for survey control.
 GL0589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0589.See file dsdata.txt to determine how the superseded data were derived.
 GL0589
 GL0589_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA728298(NAD 83)
 GL0589_MARKER: DB = BENCH MARK DISK
 GL0589_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0589_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0589_STAMPING: B 54 1934
 GL0589_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0589+STABILITY: SURFACE MOTION
 GL0589
 GL0589  HISTORY     - Date     Condition        Report By
 GL0589  HISTORY     - 1934     MONUMENTED       CGS
 GL0589  HISTORY     - 1956     GOOD             NGS
 GL0589
 GL0589                          STATION DESCRIPTION
 GL0589
 GL0589'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GL0589'7.6 MI SE FROM CLAYTON.
 GL0589'7.6 MILES SOUTHEAST ALONG THE COLORADO AND SOUTHERN RAILROAD FROM THE
 GL0589'STATION AT CLAYTON, 151 FEET SOUTH OF THE CENTER LINE OF U.S. HIGHWAY
 GL0589'87, 48.4 FEET SOUTH OF THE SOUTH RAIL, 1.4 FEET NORTH OF A FENCE, 3.4
 GL0589'FEET SOUTHWEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 GL0589'WHICH PROJECTS 0.1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0267 ***********************************************************************
 GN0267  DESIGNATION -  B 59
 GN0267  PID         -  GN0267
 GN0267  STATE/COUNTY-  NM/RIO ARRIBA
 GN0267  USGS QUAD   -  MONERO (1983)
 GN0267
 GN0267                         *CURRENT SURVEY CONTROL
 GN0267  ___________________________________________________________________
 GN0267* NAD 83(1986)-  36 53 48.     (N)    106 50 28.     (W)     SCALED    
 GN0267* NAVD 88     -      2243.623  (meters)    7360.95   (feet)  ADJUSTED  
 GN0267  ___________________________________________________________________
 GN0267  GEOID HEIGHT-         -18.01  (meters)                     GEOID03
 GN0267  DYNAMIC HT  -        2240.565 (meters)    7350.92  (feet)  COMP
 GN0267  MODELED GRAV-     979,188.1   (mgal)                       NAVD 88
 GN0267
 GN0267  VERT ORDER  -  FIRST     CLASS II
 GN0267
 GN0267.The horizontal coordinates were scaled from a topographic map and have
 GN0267.an estimated accuracy of +/- 6 seconds.
 GN0267
 GN0267.The orthometric height was determined by differential leveling
 GN0267.and adjusted by the National Geodetic Survey in June 1991..
 GN0267
 GN0267.The geoid height was determined by GEOID03.
 GN0267
 GN0267.The dynamic height is computed by dividing the NAVD 88
 GN0267.geopotential number by the normal gravity value computed on the
 GN0267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GN0267.degrees latitude (g = 980.6199 gals.).
 GN0267
 GN0267.The modeled gravity was interpolated from observed gravity values.
 GN0267
 GN0267;                    North         East    Units  Estimated Accuracy
 GN0267;SPC NM C     -   654,170.      447,320.      MT  (+/- 180 meters Scaled)
 GN0267
 GN0267                          SUPERSEDED SURVEY CONTROL
 GN0267
 GN0267  NGVD 29 (??/??/92) 2242.228  (m)         7356.38   (f) ADJ UNCH    1 2
 GN0267
 GN0267.Superseded values are not recommended for survey control.
 GN0267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0267.See file dsdata.txt to determine how the superseded data were derived.
 GN0267
 GN0267_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCA359849(NAD 83)
 GN0267_MARKER: DB = BENCH MARK DISK
 GN0267_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GN0267_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GN0267_STAMPING: B 59 1934
 GN0267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GN0267+STABILITY: SURFACE MOTION
 GN0267_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GN0267+SATELLITE: SATELLITE OBSERVATIONS - October 06, 2004
 GN0267
 GN0267  HISTORY     - Date     Condition        Report By
 GN0267  HISTORY     - 1934     MONUMENTED       CGS
 GN0267  HISTORY     - 1978     GOOD             USGS
 GN0267  HISTORY     - 20041006 GOOD             NMHD
 GN0267
 GN0267                          STATION DESCRIPTION
 GN0267
 GN0267'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GN0267'7.6 MI E FROM LUMBERTON.
 GN0267'7.6 MILES EAST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD FROM
 GN0267'LUMBERTON, RIO ARRIBA COUNTY, OPPOSITE MILEPOST 362, 150 FEET SOUTH OF
 GN0267'THE CENTER LINE OF STATE HIGHWAY 17, AND 51 FEET NORTH OF THE CENTER
 GN0267'LINE OF THE TRACK.  A STANDARD DISK, STAMPED B 59 1934 AND SET IN THE
 GN0267'TOP OF A CONCRETE POST.
 GN0267
 GN0267                          STATION RECOVERY (1978)
 GN0267
 GN0267'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 GN0267'LUMBERTON, 7.6 MILES EAST OF, ALONG THE DISMANTLED DENVER, RIO GRANDE
 GN0267'AND WESTERN RAILROAD, 2.8 MILES WEST OF US HIGHWAY 64 JUNCTION WITH
 GN0267'US HIGHWAY 84, 98 FT. SOUTH OF US 64, 51 FT. NORTH OF OLD RAILWAY
 GN0267'BED, CEMENTED IN SOUTH EDGE OF LARGE SANDSTONE BOULDER, A STANDARD
 GN0267'TABLET STAMPED B-59 1934.
 GN0267
 GN0267                          STATION RECOVERY (2004)
 GN0267
 GN0267'RECOVERY NOTE BY NM HIGHWAY DEPT 2004 (WAB)
 GN0267' 
 GN0267'DESCRIPTION IS ADEQUATE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0126 ***********************************************************************
 EQ0126  DESIGNATION -  B 6
 EQ0126  PID         -  EQ0126
 EQ0126  STATE/COUNTY-  NM/TORRANCE
 EQ0126  USGS QUAD   -  ABO (1972)
 EQ0126
 EQ0126                         *CURRENT SURVEY CONTROL
 EQ0126  ___________________________________________________________________
 EQ0126* NAD 83(1986)-  34 27 20.     (N)    106 19 54.     (W)     SCALED    
 EQ0126* NAVD 88     -      1872.988  (meters)    6144.96   (feet)  ADJUSTED  
 EQ0126  ___________________________________________________________________
 EQ0126  GEOID HEIGHT-         -20.14  (meters)                     GEOID03
 EQ0126  DYNAMIC HT  -        1870.281 (meters)    6136.08  (feet)  COMP
 EQ0126  MODELED GRAV-     979,122.7   (mgal)                       NAVD 88
 EQ0126
 EQ0126  VERT ORDER  -  FIRST     CLASS II
 EQ0126
 EQ0126.The horizontal coordinates were scaled from a topographic map and have
 EQ0126.an estimated accuracy of +/- 6 seconds.
 EQ0126
 EQ0126.The orthometric height was determined by differential leveling
 EQ0126.and adjusted by the National Geodetic Survey in June 1991..
 EQ0126
 EQ0126.The geoid height was determined by GEOID03.
 EQ0126
 EQ0126.The dynamic height is computed by dividing the NAVD 88
 EQ0126.geopotential number by the normal gravity value computed on the
 EQ0126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0126.degrees latitude (g = 980.6199 gals.).
 EQ0126
 EQ0126.The modeled gravity was interpolated from observed gravity values.
 EQ0126
 EQ0126;                    North         East    Units  Estimated Accuracy
 EQ0126;SPC NM C     -   383,190.      492,500.      MT  (+/- 180 meters Scaled)
 EQ0126
 EQ0126                          SUPERSEDED SURVEY CONTROL
 EQ0126
 EQ0126  NGVD 29 (??/??/92) 1872.146  (m)         6142.20   (f) ADJ UNCH    1 2
 EQ0126
 EQ0126.Superseded values are not recommended for survey control.
 EQ0126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0126.See file dsdata.txt to determine how the superseded data were derived.
 EQ0126
 EQ0126_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU776134(NAD 83)
 EQ0126_MARKER: DB = BENCH MARK DISK
 EQ0126_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EQ0126_SP_SET: BRIDGE
 EQ0126_STAMPING: 6142.235
 EQ0126_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EQ0126
 EQ0126  HISTORY     - Date     Condition        Report By
 EQ0126  HISTORY     - UNK      MONUMENTED       CGS
 EQ0126  HISTORY     - 1958     GOOD             NGS
 EQ0126  HISTORY     - 1980     GOOD             NGS
 EQ0126
 EQ0126                          STATION DESCRIPTION
 EQ0126
 EQ0126'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 EQ0126'7.1 MI SW FROM MOUNTAINAIR.
 EQ0126'ABOUT 7.1 MILES SOUTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 EQ0126'RAILWAY FROM THE STATION AT MOUNTAINAIR, 6 POLES NORTHEAST OF MILEPOST
 EQ0126'863, IN THE TOP OF THE NORTHWEST END OF THE NORTHEAST CONCRETE
 EQ0126'ABUTMENT OF A LARGE STEEL GIRDER BRIDGE, 6 FEET NORTHWEST OF THE
 EQ0126'NORTHWEST RAIL OF THE MAIN TRACK, 4 POLES NORTHEAST OF THE ABO SIDING
 EQ0126'SIGN, AND ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE TRACK.
 EQ0126
 EQ0126                          STATION RECOVERY (1980)
 EQ0126
 EQ0126'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 EQ0126'11.3 KM (7.0 MI) WESTERLY ALONG U.S. HIGHWAY 60 FROM THE POST
 EQ0126'OFFICE IN MOUNTAINAIR, IN TOP OF THE NORTHWEST END OF THE NORTHEAST
 EQ0126'ABUTMENT OF AN ATCHISON, TOPEKA AND SANTA FE RAILROAD BRIDGE OVER
 EQ0126'BARRANCO ARROYO, 6 POLES NORTHEAST OF RAILROAD MILE POST 863, 61.5
 EQ0126'METERS (202.0 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 1.8
 EQ0126'METERS (6.0 FT) NORTHWEST OF THE NEAR RAIL, 1.2 METERS (4.0 FT)
 EQ0126'SOUTHEAST OF THE NORTHWEST END OF THE ABUTMENT AND 0.3 METER (1.0 FT)
 EQ0126'NORTHEAST OF THE NORTHEAST END OF A WALKWAY.
 EQ0126'THE MARK IS 0.5 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0061 ***********************************************************************
 ER0061  DESIGNATION -  B 64
 ER0061  PID         -  ER0061
 ER0061  STATE/COUNTY-  NM/CATRON
 ER0061  USGS QUAD   -  NELSON RESERVOIR NE (1968)
 ER0061
 ER0061                         *CURRENT SURVEY CONTROL
 ER0061  ___________________________________________________________________
 ER0061* NAD 83(1986)-  34 11 00.     (N)    109 00 31.     (W)     SCALED    
 ER0061* NAVD 88     -      2300.644  (meters)    7548.03   (feet)  ADJUSTED  
 ER0061  ___________________________________________________________________
 ER0061  GEOID HEIGHT-         -22.13  (meters)                     GEOID03
 ER0061  DYNAMIC HT  -        2297.031 (meters)    7536.18  (feet)  COMP
 ER0061  MODELED GRAV-     978,982.4   (mgal)                       NAVD 88
 ER0061
 ER0061  VERT ORDER  -  SECOND    CLASS 0
 ER0061
 ER0061.The horizontal coordinates were scaled from a topographic map and have
 ER0061.an estimated accuracy of +/- 6 seconds.
 ER0061
 ER0061.The orthometric height was determined by differential leveling
 ER0061.and adjusted by the National Geodetic Survey in June 1991..
 ER0061
 ER0061.The geoid height was determined by GEOID03.
 ER0061
 ER0061.The dynamic height is computed by dividing the NAVD 88
 ER0061.geopotential number by the normal gravity value computed on the
 ER0061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0061.degrees latitude (g = 980.6199 gals.).
 ER0061
 ER0061.The modeled gravity was interpolated from observed gravity values.
 ER0061
 ER0061;                    North         East    Units  Estimated Accuracy
 ER0061;SPC NM W     -   353,620.      721,660.      MT  (+/- 180 meters Scaled)
 ER0061
 ER0061                          SUPERSEDED SURVEY CONTROL
 ER0061
 ER0061  NGVD 29 (??/??/92) 2299.631  (m)         7544.71   (f) ADJ UNCH    2 0
 ER0061
 ER0061.Superseded values are not recommended for survey control.
 ER0061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0061.See file dsdata.txt to determine how the superseded data were derived.
 ER0061
 ER0061_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC835842(NAD 83)
 ER0061_MARKER: DB = BENCH MARK DISK
 ER0061_SETTING: 66 = SET IN ROCK OUTCROP
 ER0061_SP_SET: OUTCROP
 ER0061_STAMPING: B 64 1934
 ER0061_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ER0061+STABILITY: POSITION/ELEVATION WELL
 ER0061
 ER0061  HISTORY     - Date     Condition        Report By
 ER0061  HISTORY     - 1934     MONUMENTED       CGS
 ER0061  HISTORY     - 1968     GOOD             USGS
 ER0061  HISTORY     - 1972     GOOD             USGS
 ER0061
 ER0061                          STATION DESCRIPTION
 ER0061
 ER0061'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 ER0061'17.2 MI E FROM SPRINGERVILLE, AZ.
 ER0061'17.2 MILES EAST ALONG OLD U.S. HWY. 60 FROM SPRINGERVILLE, APACHE
 ER0061'COUNTY, ARIZONA, 33 FEET NORTH OF THE CENTER LINE OF OLD U.S. HWY. 60,
 ER0061'AND 500 FEET SOUTH OF NEW U.S. HWY. 60, NEAR A ROCK CAIRN, AND IN THE
 ER0061'TOP OF AN OUTCROP OF MALPAIS ROCK.
 ER0061
 ER0061                          STATION RECOVERY (1972)
 ER0061
 ER0061'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 ER0061'IN CATRON COUNTY, NEW MEXICO, 16.6 MILES EAST ALONG U.S. HIGHWAY 60
 ER0061'FROM THE POST OFFICE AT SPRINGERVILLE, APACHE COUNTY, ARIZONA, 2.55
 ER0061'MILES EAST OF THE STATE LINE, 355 FEET SOUTH OF THE CENTERLINE OF THE
 ER0061'HIGHWAY AT A TWENTY-FOUR INCH CORRUGATED STEEL CULVERT, 33 FEET NORTH
 ER0061'OF THE OLD HIGHWAY SCAR, 3 FEET SOUTHEAST OF A SMALL ROCK CAIRN, IN
 ER0061'THE TOP OF A 1 1/2 FT. 3 1/2 FT. BASALT OUT- CROP PROJECTING 0.2 FT.
 ER0061'A STANDARD DISK STAMPED 'B 64 1934'.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0024 ***********************************************************************
 ER0024  DESIGNATION -  B 65
 ER0024  PID         -  ER0024
 ER0024  STATE/COUNTY-  NM/CATRON
 ER0024  USGS QUAD   -  PIE TOWN (1967)
 ER0024
 ER0024                         *CURRENT SURVEY CONTROL
 ER0024  ___________________________________________________________________
 ER0024* NAD 83(1986)-  34 17 54.     (N)    108 08 06.     (W)     SCALED    
 ER0024* NAVD 88     -      2371.628  (meters)    7780.92   (feet)  ADJUSTED  
 ER0024  ___________________________________________________________________
 ER0024  GEOID HEIGHT-         -21.25  (meters)                     GEOID03
 ER0024  DYNAMIC HT  -        2367.899 (meters)    7768.68  (feet)  COMP
 ER0024  MODELED GRAV-     978,977.5   (mgal)                       NAVD 88
 ER0024
 ER0024  VERT ORDER  -  SECOND    CLASS 0
 ER0024
 ER0024.The horizontal coordinates were scaled from a topographic map and have
 ER0024.an estimated accuracy of +/- 6 seconds.
 ER0024
 ER0024.The orthometric height was determined by differential leveling
 ER0024.and adjusted by the National Geodetic Survey in June 1991..
 ER0024.WARNING-Repeat measurements at this control monument indicate possible
 ER0024.vertical movement.
 ER0024
 ER0024.The geoid height was determined by GEOID03.
 ER0024
 ER0024.The dynamic height is computed by dividing the NAVD 88
 ER0024.geopotential number by the normal gravity value computed on the
 ER0024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0024.degrees latitude (g = 980.6199 gals.).
 ER0024
 ER0024.The modeled gravity was interpolated from observed gravity values.
 ER0024
 ER0024;                    North         East    Units  Estimated Accuracy
 ER0024;SPC NM W     -   365,790.      802,230.      MT  (+/- 180 meters Scaled)
 ER0024
 ER0024                          SUPERSEDED SURVEY CONTROL
 ER0024
 ER0024  NGVD 29 (??/??/92) 2370.608  (m)         7777.57   (f) ADJ UNCH    2 0
 ER0024
 ER0024.Superseded values are not recommended for survey control.
 ER0024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0024.See file dsdata.txt to determine how the superseded data were derived.
 ER0024
 ER0024_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYC636989(NAD 83)
 ER0024_MARKER: DB = BENCH MARK DISK
 ER0024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ER0024_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ER0024_STAMPING: B 65 1934
 ER0024_MARK LOGO: CGS   
 ER0024_MAGNETIC: N = NO MAGNETIC MATERIAL
 ER0024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0024+STABILITY: SURFACE MOTION
 ER0024_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ER0024+SATELLITE: SATELLITE OBSERVATIONS - February 10, 1999
 ER0024
 ER0024  HISTORY     - Date     Condition        Report By
 ER0024  HISTORY     - 1934     MONUMENTED       CGS
 ER0024  HISTORY     - 19990210 GOOD             NGS
 ER0024
 ER0024                          STATION DESCRIPTION
 ER0024
 ER0024'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ER0024'IN PIE TOWN.
 ER0024'PIE TOWN, ABOUT 30 FEET SOUTH OF THE SW CORNER OF THE FIRST BAPTIST
 ER0024'CHURCH, 25 FEET NORTH OF THE CENTER LINE OF THE STREET AND ON THE SW
 ER0024'SIDE OF A PINON TREE.  SET IN THE TOP OF A CONCRETE POST.  STAMPED B
 ER0024'65 1934.
 ER0024
 ER0024                          STATION RECOVERY (1999)
 ER0024
 ER0024'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 ER0024'0.6 KM (0.35 MI) EASTERLY ALONG U.S.  HIGHWAY 60 FROM THE JUNCTION OF
 ER0024'STATE HIGHWAY 603 IN PIE TOWN, THENCE 0.1 KM (0.05 MI) SOUTHERLY ALONG
 ER0024'A GRAVELED ROAD, THENCE 0.2 KM (0.10 MI) WESTERLY ALONG A GRAVELED
 ER0024'ROAD, 9.9 M (32.5 FT) SOUTH OF SOUTH ENTRANCE DOORS OF THE FIRST
 ER0024'BAPTIST CHURCH, 8.6 M (28.2 FT) NORTH OF THE ROAD CENTER, 1.7 M (5.6
 ER0024'FT) SOUTHWEST OF A TREE, 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE ROAD,
 ER0024'AND THE MONUMENT PROJECTS 0.4 M (1.3 FT) ABOVE THE GROUND SURFACE.
 ER0024'THE MONUMENT IS ON PROPERTY OF THE BUREAU OF LAND MANAGEMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0320 ***********************************************************************
 FN0320  DESIGNATION -  B 66
 FN0320  PID         -  FN0320
 FN0320  STATE/COUNTY-  NM/SAN MIGUEL
 FN0320  USGS QUAD   -  NORTH SAN YSIDRO (1966)
 FN0320
 FN0320                         *CURRENT SURVEY CONTROL
 FN0320  ___________________________________________________________________
 FN0320* NAD 83(1986)-  35 26 01.     (N)    105 36 23.     (W)     SCALED    
 FN0320* NAVD 88     -      2065.771  (meters)    6777.45   (feet)  ADJUSTED  
 FN0320  ___________________________________________________________________
 FN0320  GEOID HEIGHT-         -18.55  (meters)                     GEOID03
 FN0320  DYNAMIC HT  -        2062.952 (meters)    6768.20  (feet)  COMP
 FN0320  MODELED GRAV-     979,194.5   (mgal)                       NAVD 88
 FN0320
 FN0320  VERT ORDER  -  SECOND    CLASS 0
 FN0320
 FN0320.The horizontal coordinates were scaled from a topographic map and have
 FN0320.an estimated accuracy of +/- 6 seconds.
 FN0320
 FN0320.The orthometric height was determined by differential leveling
 FN0320.and adjusted by the National Geodetic Survey in June 1991..
 FN0320
 FN0320.The geoid height was determined by GEOID03.
 FN0320
 FN0320.The dynamic height is computed by dividing the NAVD 88
 FN0320.geopotential number by the normal gravity value computed on the
 FN0320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FN0320.degrees latitude (g = 980.6199 gals.).
 FN0320
 FN0320.The modeled gravity was interpolated from observed gravity values.
 FN0320
 FN0320;                    North         East    Units  Estimated Accuracy
 FN0320;SPC NM E     -   492,430.       49,410.      MT  (+/- 180 meters Scaled)
 FN0320
 FN0320                          SUPERSEDED SURVEY CONTROL
 FN0320
 FN0320  NGVD 29 (??/??/92) 2064.855  (m)         6774.45   (f) ADJ UNCH    2 0
 FN0320
 FN0320.Superseded values are not recommended for survey control.
 FN0320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0320.See file dsdata.txt to determine how the superseded data were derived.
 FN0320
 FN0320_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV449212(NAD 83)
 FN0320_MARKER: DB = BENCH MARK DISK
 FN0320_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FN0320_SP_SET: CULVERT
 FN0320_STAMPING: B 66 1934
 FN0320_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FN0320
 FN0320  HISTORY     - Date     Condition        Report By
 FN0320  HISTORY     - 1934     MONUMENTED       CGS
 FN0320
 FN0320                          STATION DESCRIPTION
 FN0320
 FN0320'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FN0320'5.7 MI E FROM ROWE.
 FN0320'5.7 MI. E. ON A.T. AND S.F. RY.  1-1/2 POLES W. OF MILE POLE NO. 810,
 FN0320'AT CULVERT 810-A, ON S. HEADWALL AND 5 FT. E. OF W. END.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0795 ***********************************************************************
 FO0795  DESIGNATION -  B 68
 FO0795  PID         -  FO0795
 FO0795  STATE/COUNTY-  NM/MCKINLEY
 FO0795  USGS QUAD   -  SEVEN LAKES (1970)
 FO0795
 FO0795                         *CURRENT SURVEY CONTROL
 FO0795  ___________________________________________________________________
 FO0795* NAD 83(1986)-  35 49 08.     (N)    107 54 31.     (W)     SCALED    
 FO0795* NAVD 88     -      2046.486  (meters)    6714.18   (feet)  ADJUSTED  
 FO0795  ___________________________________________________________________
 FO0795  GEOID HEIGHT-         -20.96  (meters)                     GEOID03
 FO0795  DYNAMIC HT  -        2043.628 (meters)    6704.80  (feet)  COMP
 FO0795  MODELED GRAV-     979,163.3   (mgal)                       NAVD 88
 FO0795
 FO0795  VERT ORDER  -  SECOND    CLASS 0
 FO0795
 FO0795.The horizontal coordinates were scaled from a topographic map and have
 FO0795.an estimated accuracy of +/- 6 seconds.
 FO0795
 FO0795.The orthometric height was determined by differential leveling
 FO0795.and adjusted by the National Geodetic Survey in June 1991..
 FO0795
 FO0795.The geoid height was determined by GEOID03.
 FO0795
 FO0795.The dynamic height is computed by dividing the NAVD 88
 FO0795.geopotential number by the normal gravity value computed on the
 FO0795.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0795.degrees latitude (g = 980.6199 gals.).
 FO0795
 FO0795.The modeled gravity was interpolated from observed gravity values.
 FO0795
 FO0795;                    North         East    Units  Estimated Accuracy
 FO0795;SPC NM W     -   534,430.      823,200.      MT  (+/- 180 meters Scaled)
 FO0795
 FO0795                          SUPERSEDED SURVEY CONTROL
 FO0795
 FO0795  NGVD 29 (??/??/92) 2045.401  (m)         6710.62   (f) ADJ UNCH    2 0
 FO0795
 FO0795.Superseded values are not recommended for survey control.
 FO0795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0795.See file dsdata.txt to determine how the superseded data were derived.
 FO0795
 FO0795_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBV372677(NAD 83)
 FO0795_MARKER: DB = BENCH MARK DISK
 FO0795_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FO0795_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FO0795_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO0795+STABILITY: SURFACE MOTION
 FO0795
 FO0795  HISTORY     - Date     Condition        Report By
 FO0795  HISTORY     - 1934     MONUMENTED       CGS
 FO0795
 FO0795                          STATION DESCRIPTION
 FO0795
 FO0795'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FO0795'19.2 MI S FROM PUEBLO BONITO.
 FO0795'19.2 MI. S. ALONG STATE HWY. NO. 35 19.9 MI. N.E. OF CROWN POINT ABOUT
 FO0795'0.6 MI. S.W. OF A RANCH HOUSE ON W. SIDE OF HWY., 30 FT. S.W. OF FENCE
 FO0795'CORNER IN FENCE LINE, 110 FT. W. OF NARROW, DRY WASH, 24 FT. W. OF
 FO0795'CENTER LINE OF HWY. AND 2 FT. S.E. OF 4-WIRE FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0344 ***********************************************************************
 GN0344  DESIGNATION -  B 69
 GN0344  PID         -  GN0344
 GN0344  STATE/COUNTY-  NM/SAN JUAN
 GN0344  USGS QUAD   -  HUERFANO TRADING POST (1978)
 GN0344
 GN0344                         *CURRENT SURVEY CONTROL
 GN0344  ___________________________________________________________________
 GN0344* NAD 83(1986)-  36 22 51.     (N)    107 52 11.     (W)     SCALED    
 GN0344* NAVD 88     -      2017.786  (meters)    6620.02   (feet)  ADJUSTED  
 GN0344  ___________________________________________________________________
 GN0344  GEOID HEIGHT-         -20.82  (meters)                     GEOID03
 GN0344  DYNAMIC HT  -        2015.057 (meters)    6611.07  (feet)  COMP
 GN0344  MODELED GRAV-     979,208.0   (mgal)                       NAVD 88
 GN0344
 GN0344  VERT ORDER  -  SECOND    CLASS 0
 GN0344
 GN0344.The horizontal coordinates were scaled from a topographic map and have
 GN0344.an estimated accuracy of +/- 6 seconds.
 GN0344
 GN0344.The orthometric height was determined by differential leveling
 GN0344.and adjusted by the National Geodetic Survey in June 1991..
 GN0344
 GN0344.The geoid height was determined by GEOID03.
 GN0344
 GN0344.The dynamic height is computed by dividing the NAVD 88
 GN0344.geopotential number by the normal gravity value computed on the
 GN0344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GN0344.degrees latitude (g = 980.6199 gals.).
 GN0344
 GN0344.The modeled gravity was interpolated from observed gravity values.
 GN0344
 GN0344;                    North         East    Units  Estimated Accuracy
 GN0344;SPC NM W     -   596,780.      826,740.      MT  (+/- 180 meters Scaled)
 GN0344
 GN0344                          SUPERSEDED SURVEY CONTROL
 GN0344
 GN0344  NGVD 29 (??/??/92) 2016.670  (m)         6616.36   (f) ADJ UNCH    2 0
 GN0344
 GN0344.Superseded values are not recommended for survey control.
 GN0344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0344.See file dsdata.txt to determine how the superseded data were derived.
 GN0344
 GN0344_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBA425300(NAD 83)
 GN0344_MARKER: DB = BENCH MARK DISK
 GN0344_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GN0344_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GN0344_STAMPING: B 69 1934
 GN0344_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GN0344+STABILITY: SURFACE MOTION
 GN0344
 GN0344  HISTORY     - Date     Condition        Report By
 GN0344  HISTORY     - 1934     MONUMENTED       CGS
 GN0344  HISTORY     - 1967     GOOD             USGS
 GN0344
 GN0344                          STATION DESCRIPTION
 GN0344
 GN0344'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 GN0344'3.9 MI N FROM HAYNES P O.
 GN0344'3.9 MILES N ALONG 1934 ROUTE OF STATE HWY 55 FROM P.O. AT HAYNES. 1.9
 GN0344'MILES SW OF HUERFANO TRADING POST, IN SW 1/4 OF SEC 23, T25N. R10W.
 GN0344'615 FEET N ALONG OLD ROAD FROM AN E-W FENCE, 35 FEET WEST OF CENTER OF
 GN0344'OLD ROAD, ABOUT 1600 FEET ESE OF A WINDMILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0364 ***********************************************************************
 EO0364  DESIGNATION -  B 7
 EO0364  PID         -  EO0364
 EO0364  STATE/COUNTY-  NM/ROOSEVELT
 EO0364  USGS QUAD   -  PORTALES (1985)
 EO0364
 EO0364                         *CURRENT SURVEY CONTROL
 EO0364  ___________________________________________________________________
 EO0364* NAD 83(1986)-  34 11 09.     (N)    103 20 15.     (W)     SCALED    
 EO0364* NAVD 88     -      1222.336  (meters)    4010.28   (feet)  POSTED    
 EO0364  ___________________________________________________________________
 EO0364  GEOID HEIGHT-         -22.92  (meters)                     GEOID03
 EO0364  DYNAMIC HT  -        1220.760 (meters)    4005.11  (feet)  COMP
 EO0364  MODELED GRAV-     979,307.0   (mgal)                       NAVD 88
 EO0364
 EO0364  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 EO0364
 EO0364.The horizontal coordinates were scaled from a topographic map and have
 EO0364.an estimated accuracy of +/- 6 seconds.
 EO0364
 EO0364.The orthometric height was determined by differential leveling
 EO0364.and adjusted by the National Geodetic Survey in 1992..
 EO0364.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 EO0364.rate greater than 8.0 mm/km.
 EO0364
 EO0364.The geoid height was determined by GEOID03.
 EO0364
 EO0364.The dynamic height is computed by dividing the NAVD 88
 EO0364.geopotential number by the normal gravity value computed on the
 EO0364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0364.degrees latitude (g = 980.6199 gals.).
 EO0364
 EO0364.The modeled gravity was interpolated from observed gravity values.
 EO0364
 EO0364;                    North         East    Units  Estimated Accuracy
 EO0364;SPC NM E     -   353,720.      256,790.      MT  (+/- 180 meters Scaled)
 EO0364
 EO0364                          SUPERSEDED SURVEY CONTROL
 EO0364
 EO0364  NGVD 29 (??/??/92) 1221.805  (m)         4008.54   (f) ADJ UNCH    1 2
 EO0364
 EO0364.Superseded values are not recommended for survey control.
 EO0364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0364.See file dsdata.txt to determine how the superseded data were derived.
 EO0364
 EO0364_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFT532840(NAD 83)
 EO0364_MARKER: DB = BENCH MARK DISK
 EO0364_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EO0364_SP_SET: DRILL HOLE
 EO0364_STAMPING: B 7 1916
 EO0364_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EO0364
 EO0364  HISTORY     - Date     Condition        Report By
 EO0364  HISTORY     - 1916     MONUMENTED       CGS
 EO0364  HISTORY     - 1940     POOR             NGS
 EO0364  HISTORY     - 20050525 MARK NOT FOUND   USPSQD
 EO0364
 EO0364                          STATION DESCRIPTION
 EO0364
 EO0364'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 EO0364'IN PORTALES.
 EO0364'BENCH MARK IS AT THE COUNTY COURTHOUSE.  2.0 FEET SOUTHWEST OF THE
 EO0364'NORTHEAST END OF THE ORNAMENTAL COPING AROUND THE FLOWER BED ON THE
 EO0364'SOUTH SIDE OF THE BUILDING.  ABOUT 2.0 FEET ABOVE THE LEVEL OF THE
 EO0364'LAWN.  STD. DISK B M IN DRILL HOLE.
 EO0364
 EO0364                          STATION RECOVERY (2005)
 EO0364
 EO0364'RECOVERY NOTE BY US POWER SQUADRON 2005 (RPJ)
 EO0364'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0365 ***********************************************************************
 EO0365  DESIGNATION -  B 7 RESET
 EO0365  PID         -  EO0365
 EO0365  STATE/COUNTY-  NM/ROOSEVELT
 EO0365  USGS QUAD   -  PORTALES (1985)
 EO0365
 EO0365                         *CURRENT SURVEY CONTROL
 EO0365  ___________________________________________________________________
 EO0365* NAD 83(1986)-  34 11 06.     (N)    103 20 14.     (W)     SCALED    
 EO0365* NAVD 88     -      1222.385  (meters)    4010.44   (feet)  ADJUSTED  
 EO0365  ___________________________________________________________________
 EO0365  GEOID HEIGHT-         -22.92  (meters)                     GEOID03
 EO0365  DYNAMIC HT  -        1220.813 (meters)    4005.28  (feet)  COMP
 EO0365  MODELED GRAV-     979,307.1   (mgal)                       NAVD 88
 EO0365
 EO0365  VERT ORDER  -  FIRST     CLASS II
 EO0365
 EO0365.The horizontal coordinates were scaled from a topographic map and have
 EO0365.an estimated accuracy of +/- 6 seconds.
 EO0365
 EO0365.The orthometric height was determined by differential leveling
 EO0365.and adjusted by the National Geodetic Survey in June 1991..
 EO0365
 EO0365.The geoid height was determined by GEOID03.
 EO0365
 EO0365.The dynamic height is computed by dividing the NAVD 88
 EO0365.geopotential number by the normal gravity value computed on the
 EO0365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0365.degrees latitude (g = 980.6199 gals.).
 EO0365
 EO0365.The modeled gravity was interpolated from observed gravity values.
 EO0365
 EO0365;                    North         East    Units  Estimated Accuracy
 EO0365;SPC NM E     -   353,620.      256,820.      MT  (+/- 180 meters Scaled)
 EO0365
 EO0365                          SUPERSEDED SURVEY CONTROL
 EO0365
 EO0365.No superseded survey control is available for this station.
 EO0365
 EO0365_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFT532839(NAD 83)
 EO0365_MARKER: DB = BENCH MARK DISK
 EO0365_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EO0365_SP_SET: ORNAMENTAL COPING
 EO0365_STAMPING: B 7 1916 RESET 1937
 EO0365_MARK LOGO: CGS   
 EO0365_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EO0365
 EO0365  HISTORY     - Date     Condition        Report By
 EO0365  HISTORY     - 1937     MONUMENTED       CGS
 EO0365  HISTORY     - 1940     POOR             NGS
 EO0365  HISTORY     - 1982     GOOD             NGS
 EO0365  HISTORY     - 20050525 GOOD             USPSQD
 EO0365
 EO0365                          STATION DESCRIPTION
 EO0365
 EO0365'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 EO0365'IN PORTALES.
 EO0365'AT PORTALES, ROOSEVELT COUNTY, AT THE NEW COUNTY COURTHOUSE, IN THE
 EO0365'TOP OF THE ORNAMENTAL COPING SURROUNDING THE FLOWERBED ON THE
 EO0365'SOUTHEAST SIDE OF THE BUILDING, 2 FEET SOUTHWEST OF THE NORTHEAST END
 EO0365'OF THE COPING, AND 2 FEET ABOVE THE LAWN.
 EO0365
 EO0365                          STATION RECOVERY (1982)
 EO0365
 EO0365'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 EO0365'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  IN PORTALES,
 EO0365'AT THE INTERSECTION OF EAST MAIN AND WEST SECOND STREETS, IN TOP OF
 EO0365'THE NORTH END OF A SMALL STONE WALL ENCASING A SMALL ROW OF HEDGES AT
 EO0365'THE EAST ENTRANCE TO THE COUNTY COURTHOUSE, 10.1 METERS (33.1 FT)
 EO0365'NORTH-NORTHWEST OF A FLAG POLE AND 6.9 METERS (22.6 FT)
 EO0365'SOUTH-SOUTHEAST OF THE CENTER OF THE ENTRANCE.
 EO0365'THE MARK IS 0.6 M ABOVE THE GROUND.
 EO0365
 EO0365                          STATION RECOVERY (2005)
 EO0365
 EO0365'RECOVERY NOTE BY US POWER SQUADRON 2005 (RPJ)
 EO0365'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0361 ***********************************************************************
 GN0361  DESIGNATION -  B 70
 GN0361  PID         -  GN0361
 GN0361  STATE/COUNTY-  NM/SAN JUAN
 GN0361  USGS QUAD   -  BLOOMFIELD (1985)
 GN0361
 GN0361                         *CURRENT SURVEY CONTROL
 GN0361  ___________________________________________________________________
 GN0361* NAD 83(1986)-  36 43 06.     (N)    107 57 35.     (W)     SCALED    
 GN0361* NAVD 88     -      1680.447  (meters)    5513.27   (feet)  ADJUSTED  
 GN0361  ___________________________________________________________________
 GN0361  GEOID HEIGHT-         -20.99  (meters)                     GEOID03
 GN0361  DYNAMIC HT  -        1678.339 (meters)    5506.35  (feet)  COMP
 GN0361  MODELED GRAV-     979,318.5   (mgal)                       NAVD 88
 GN0361
 GN0361  VERT ORDER  -  SECOND    CLASS 0
 GN0361
 GN0361.The horizontal coordinates were scaled from a topographic map and have
 GN0361.an estimated accuracy of +/- 6 seconds.
 GN0361
 GN0361.The orthometric height was determined by differential leveling
 GN0361.and adjusted by the National Geodetic Survey in June 1991..
 GN0361
 GN0361.The geoid height was determined by GEOID03.
 GN0361
 GN0361.The dynamic height is computed by dividing the NAVD 88
 GN0361.geopotential number by the normal gravity value computed on the
 GN0361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GN0361.degrees latitude (g = 980.6199 gals.).
 GN0361
 GN0361.The modeled gravity was interpolated from observed gravity values.
 GN0361
 GN0361;                    North         East    Units  Estimated Accuracy
 GN0361;SPC NM W     -   634,230.      818,710.      MT  (+/- 180 meters Scaled)
 GN0361
 GN0361                          SUPERSEDED SURVEY CONTROL
 GN0361
 GN0361  NGVD 29 (??/??/92) 1679.471  (m)         5510.06   (f) ADJ UNCH    2 0
 GN0361
 GN0361.Superseded values are not recommended for survey control.
 GN0361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0361.See file dsdata.txt to determine how the superseded data were derived.
 GN0361
 GN0361_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBA356677(NAD 83)
 GN0361_MARKER: DB = BENCH MARK DISK
 GN0361_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GN0361_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GN0361_STAMPING: B-70 1934
 GN0361_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GN0361+STABILITY: SURFACE MOTION
 GN0361
 GN0361  HISTORY     - Date     Condition        Report By
 GN0361  HISTORY     - 1934     MONUMENTED       CGS
 GN0361
 GN0361                          STATION DESCRIPTION
 GN0361
 GN0361'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GN0361'1.9 MI E FROM BLOOMFIELD.
 GN0361'1.9 MI EAST ON ROAD TO BLANCO ABOUT 130 FEET NORTH OF A FARM HOUSE,
 GN0361'ABOUT 300 FEET NORTH OF A LARGE WOODEN DERRICK.  23 FEET SOUTHEAST OF
 GN0361'THE CENTERLINE OF THE HIGHWAY, 26 FEET NORTHEAST OF AN ANGLE POINT IN
 GN0361'THE FENCE AND 11 FEET SOUTHWEST OF ANOTHER ANGLE POINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0299 ***********************************************************************
 GN0299  DESIGNATION -  B 71
 GN0299  PID         -  GN0299
 GN0299  STATE/COUNTY-  NM/RIO ARRIBA
 GN0299  USGS QUAD   -  TAFOYA CANYON (1963)
 GN0299
 GN0299                         *CURRENT SURVEY CONTROL
 GN0299  ___________________________________________________________________
 GN0299* NAD 83(1986)-  36 21 38.     (N)    107 27 59.     (W)     SCALED    
 GN0299* NAVD 88     -      1949.278  (meters)    6395.26   (feet)  ADJUSTED  
 GN0299  ___________________________________________________________________
 GN0299  GEOID HEIGHT-         -20.29  (meters)                     GEOID03
 GN0299  DYNAMIC HT  -        1946.679 (meters)    6386.73  (feet)  COMP
 GN0299  MODELED GRAV-     979,229.8   (mgal)                       NAVD 88
 GN0299
 GN0299  VERT ORDER  -  SECOND    CLASS 0
 GN0299
 GN0299.The horizontal coordinates were scaled from a topographic map and have
 GN0299.an estimated accuracy of +/- 6 seconds.
 GN0299
 GN0299.The orthometric height was determined by differential leveling
 GN0299.and adjusted by the National Geodetic Survey in June 1991..
 GN0299
 GN0299.The geoid height was determined by GEOID03.
 GN0299
 GN0299.The dynamic height is computed by dividing the NAVD 88
 GN0299.geopotential number by the normal gravity value computed on the
 GN0299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GN0299.degrees latitude (g = 980.6199 gals.).
 GN0299
 GN0299.The modeled gravity was interpolated from observed gravity values.
 GN0299
 GN0299;                    North         East    Units  Estimated Accuracy
 GN0299;SPC NM C     -   595,200.      390,840.      MT  (+/- 180 meters Scaled)
 GN0299
 GN0299                          SUPERSEDED SURVEY CONTROL
 GN0299
 GN0299  NGVD 29 (??/??/92) 1948.244  (m)         6391.86   (f) ADJ UNCH    2 0
 GN0299
 GN0299.Superseded values are not recommended for survey control.
 GN0299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0299.See file dsdata.txt to determine how the superseded data were derived.
 GN0299
 GN0299_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBA787267(NAD 83)
 GN0299_MARKER: DB = BENCH MARK DISK
 GN0299_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GN0299_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GN0299_STAMPING: B-71 1934
 GN0299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GN0299+STABILITY: SURFACE MOTION
 GN0299
 GN0299  HISTORY     - Date     Condition        Report By
 GN0299  HISTORY     - 1934     MONUMENTED       CGS
 GN0299  HISTORY     - 1960     MARK NOT FOUND   USGS
 GN0299
 GN0299                          STATION DESCRIPTION
 GN0299
 GN0299'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GN0299'37.4 MI SE FROM BLANCO.
 GN0299'37.4 MI SOUTHEAST ON STATE HWY NO. 44 0.6 MI NORTHWEST OF ROAD TO
 GN0299'OTERAS RANCH, AT THE CREST OF A SMALL RISE, AND 24 FEET EAST OF THE
 GN0299'CENTERLINE OF THE HIGHWAY.  ABOUT 1/4 MI NORTHEAST OF A SMALL HOUSE
 GN0299'SET AT THE BASE OF A ROCK RIDGE, AND 0.1 MI EAST OF A DEEP WASH.
 GN0299
 GN0299                          STATION RECOVERY (1960)
 GN0299
 GN0299'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 GN0299'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0214 ***********************************************************************
 GN0214  DESIGNATION -  B 72
 GN0214  PID         -  GN0214
 GN0214  STATE/COUNTY-  NM/SANDOVAL
 GN0214  USGS QUAD   -  CUBA (1963)
 GN0214
 GN0214                         *CURRENT SURVEY CONTROL
 GN0214  ___________________________________________________________________
 GN0214* NAD 83(1986)-  36 04 39.     (N)    106 58 45.     (W)     SCALED    
 GN0214* NAVD 88     -      2157.558  (meters)    7078.59   (feet)  ADJUSTED  
 GN0214  ___________________________________________________________________
 GN0214  GEOID HEIGHT-         -19.36  (meters)                     GEOID03
 GN0214  DYNAMIC HT  -        2154.530 (meters)    7068.65  (feet)  COMP
 GN0214  MODELED GRAV-     979,152.1   (mgal)                       NAVD 88
 GN0214
 GN0214  VERT ORDER  -  SECOND    CLASS 0
 GN0214
 GN0214.The horizontal coordinates were scaled from a topographic map and have
 GN0214.an estimated accuracy of +/- 6 seconds.
 GN0214
 GN0214.The orthometric height was determined by differential leveling
 GN0214.and adjusted by the National Geodetic Survey in June 1991..
 GN0214
 GN0214.The geoid height was determined by GEOID03.
 GN0214
 GN0214.The dynamic height is computed by dividing the NAVD 88
 GN0214.geopotential number by the normal gravity value computed on the
 GN0214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GN0214.degrees latitude (g = 980.6199 gals.).
 GN0214
 GN0214.The modeled gravity was interpolated from observed gravity values.
 GN0214
 GN0214;                    North         East    Units  Estimated Accuracy
 GN0214;SPC NM C     -   563,360.      434,330.      MT  (+/- 180 meters Scaled)
 GN0214
 GN0214                          SUPERSEDED SURVEY CONTROL
 GN0214
 GN0214  NGVD 29 (??/??/92) 2156.459  (m)         7074.98   (f) ADJ UNCH    2 0
 GN0214
 GN0214.Superseded values are not recommended for survey control.
 GN0214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0214.See file dsdata.txt to determine how the superseded data were derived.
 GN0214
 GN0214_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV217943(NAD 83)
 GN0214_MARKER: DB = BENCH MARK DISK
 GN0214_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GN0214_SP_SET: MONUMENT
 GN0214_STAMPING: B 72 1934
 GN0214_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GN0214
 GN0214  HISTORY     - Date     Condition        Report By
 GN0214  HISTORY     - 1934     MONUMENTED       CGS
 GN0214  HISTORY     - 1964     GOOD             USGS
 GN0214
 GN0214                          STATION DESCRIPTION
 GN0214
 GN0214'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 GN0214'5.4 MI NW FROM CUBA.
 GN0214'5.4 MILES NORTHWEST ALONG STATE HWY. 55 FROM CUBA.  FROM POST OFFICE
 GN0214'AT CUBA, NEW MEXICO.  PROCEED NW ON STATE HWY. 44 FOR 3.8 MILES.
 GN0214'THENCE RIGHT ON STATE HWY. 95-96-112 FOR 0.7 MILE.  THENCE LEFT ON
 GN0214'PRIVATE LANE N. FOR 0.15 MILE TO MARK.  BENCH IS 100 FEET WEST OF A
 GN0214'SINGLE POLE POWER LINE AND 95 FEET NNW OF A FENCE-LINE, A STANDARD USC
 GN0214'AND GS DISK SET IN A CONCRETE MONUMENT PROJECTING 0.3 FOOT ABOVE
 GN0214'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0238 ***********************************************************************
 GN0238  DESIGNATION -  B 73
 GN0238  PID         -  GN0238
 GN0238  STATE/COUNTY-  NM/RIO ARRIBA
 GN0238  USGS QUAD   -  YOUNGSVILLE (1979)
 GN0238
 GN0238                         *CURRENT SURVEY CONTROL
 GN0238  ___________________________________________________________________
 GN0238* NAD 83(1986)-  36 12 50.     (N)    106 31 24.     (W)     SCALED    
 GN0238* NAVD 88     -      2041.927  (meters)    6699.22   (feet)  ADJUSTED  
 GN0238  ___________________________________________________________________
 GN0238  GEOID HEIGHT-         -18.55  (meters)                     GEOID03
 GN0238  DYNAMIC HT  -        2039.163 (meters)    6690.15  (feet)  COMP
 GN0238  MODELED GRAV-     979,206.1   (mgal)                       NAVD 88
 GN0238
 GN0238  VERT ORDER  -  SECOND    CLASS 0
 GN0238
 GN0238.The horizontal coordinates were scaled from a topographic map and have
 GN0238.an estimated accuracy of +/- 6 seconds.
 GN0238
 GN0238.The orthometric height was determined by differential leveling
 GN0238.and adjusted by the National Geodetic Survey in June 1991..
 GN0238
 GN0238.The geoid height was determined by GEOID03.
 GN0238
 GN0238.The dynamic height is computed by dividing the NAVD 88
 GN0238.geopotential number by the normal gravity value computed on the
 GN0238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GN0238.degrees latitude (g = 980.6199 gals.).
 GN0238
 GN0238.The modeled gravity was interpolated from observed gravity values.
 GN0238
 GN0238;                    North         East    Units  Estimated Accuracy
 GN0238;SPC NM C     -   578,280.      475,420.      MT  (+/- 180 meters Scaled)
 GN0238
 GN0238                          SUPERSEDED SURVEY CONTROL
 GN0238
 GN0238  NGVD 29 (??/??/92) 2040.846  (m)         6695.68   (f) ADJ UNCH    2 0
 GN0238
 GN0238.Superseded values are not recommended for survey control.
 GN0238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0238.See file dsdata.txt to determine how the superseded data were derived.
 GN0238
 GN0238_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCA630087(NAD 83)
 GN0238_MARKER: DB = BENCH MARK DISK
 GN0238_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GN0238_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GN0238_STAMPING: B-73 1934
 GN0238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GN0238+STABILITY: SURFACE MOTION
 GN0238
 GN0238  HISTORY     - Date     Condition        Report By
 GN0238  HISTORY     - 1934     MONUMENTED       CGS
 GN0238  HISTORY     - 1951     GOOD             NMHD
 GN0238
 GN0238                          STATION DESCRIPTION
 GN0238
 GN0238'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GN0238'3.1 MI E FROM YOUNGSVILLE.
 GN0238'3.1 MI EAST ON STATE HWY NO. 96 41 FEET SOUTH EAST OF THE CENTERLINE
 GN0238'OF THE HIGHWAY.
 GN0238
 GN0238                          STATION RECOVERY (1951)
 GN0238
 GN0238'RECOVERY NOTE BY NM HIGHWAY DEPT 1951
 GN0238'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0289 ***********************************************************************
 GN0289  DESIGNATION -  B 74
 GN0289  PID         -  GN0289
 GN0289  STATE/COUNTY-  NM/RIO ARRIBA
 GN0289  USGS QUAD   -  BRAZOS (1983)
 GN0289
 GN0289                         *CURRENT SURVEY CONTROL
 GN0289  ___________________________________________________________________
 GN0289* NAD 83(1986)-  36 50 25.     (N)    106 34 25.     (W)     SCALED    
 GN0289* NAVD 88     -      2327.131  (meters)    7634.93   (feet)  ADJUSTED  
 GN0289  ___________________________________________________________________
 GN0289  GEOID HEIGHT-         -17.18  (meters)                     GEOID03
 GN0289  DYNAMIC HT  -        2323.935 (meters)    7624.44  (feet)  COMP
 GN0289  MODELED GRAV-     979,174.7   (mgal)                       NAVD 88
 GN0289
 GN0289  VERT ORDER  -  SECOND    CLASS 0
 GN0289
 GN0289.The horizontal coordinates were scaled from a topographic map and have
 GN0289.an estimated accuracy of +/- 6 seconds.
 GN0289
 GN0289.The orthometric height was determined by differential leveling
 GN0289.and adjusted by the National Geodetic Survey in June 1991..
 GN0289
 GN0289.The geoid height was determined by GEOID03.
 GN0289
 GN0289.The dynamic height is computed by dividing the NAVD 88
 GN0289.geopotential number by the normal gravity value computed on the
 GN0289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GN0289.degrees latitude (g = 980.6199 gals.).
 GN0289
 GN0289.The modeled gravity was interpolated from observed gravity values.
 GN0289
 GN0289;                    North         East    Units  Estimated Accuracy
 GN0289;SPC NM C     -   647,800.      471,140.      MT  (+/- 180 meters Scaled)
 GN0289
 GN0289                          SUPERSEDED SURVEY CONTROL
 GN0289
 GN0289  NGVD 29 (??/??/92) 2325.726  (m)         7630.32   (f) ADJ UNCH    2 0
 GN0289
 GN0289.Superseded values are not recommended for survey control.
 GN0289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0289.See file dsdata.txt to determine how the superseded data were derived.
 GN0289
 GN0289_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCA596783(NAD 83)
 GN0289_MARKER: DB = BENCH MARK DISK
 GN0289_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GN0289_SP_SET: CULVERT
 GN0289_STAMPING: B-74 1934
 GN0289_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GN0289
 GN0289  HISTORY     - Date     Condition        Report By
 GN0289  HISTORY     - 1934     MONUMENTED       CGS
 GN0289  HISTORY     - 1953     MARK NOT FOUND   USGS
 GN0289  HISTORY     - 1978     MARK NOT FOUND   USGS
 GN0289
 GN0289                          STATION DESCRIPTION
 GN0289
 GN0289'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GN0289'4.5 MI S FROM CHAMA.
 GN0289'4.5 MI SOUTH ON U.S. HWY NO. 285.  IN THE NORTH END OF THE EAST
 GN0289'CONCRETE HEADWALL OF A 27 INCH GALV. IRON CULVERT, 69 FEET EAST OF THE
 GN0289'TELEPHONE POLE LINE AT POLE NO. 140, 27 FEET WEST OF A 4-STRAND WIRE
 GN0289'FENCE, AND 11 FEET EAST OF THE CENTERLINE OF THE HIGHWAY. NOTE-- THIS
 GN0289'SECTION OF THE HIGHWAY HAS BEEN ABANDONED.  THE CULVERTS IN THE
 GN0289'VICINITY HAVE BEEN WASHED OUT.
 GN0289
 GN0289                          STATION RECOVERY (1953)
 GN0289
 GN0289'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1953
 GN0289'MARK NOT FOUND.
 GN0289
 GN0289                          STATION RECOVERY (1978)
 GN0289
 GN0289'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 GN0289'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0098 ***********************************************************************
 FN0098  DESIGNATION -  B 75
 FN0098  PID         -  FN0098
 FN0098  STATE/COUNTY-  NM/SAN MIGUEL
 FN0098  USGS QUAD   -  LAS VEGAS (1963)
 FN0098
 FN0098                         *CURRENT SURVEY CONTROL
 FN0098  ___________________________________________________________________
 FN0098* NAD 83(1986)-  35 37 22.     (N)    105 12 06.     (W)     SCALED    
 FN0098* NAVD 88     -      1975.234  (meters)    6480.41   (feet)  ADJUSTED  
 FN0098  ___________________________________________________________________
 FN0098  GEOID HEIGHT-         -18.81  (meters)                     GEOID03
 FN0098  DYNAMIC HT  -        1972.518 (meters)    6471.50  (feet)  COMP
 FN0098  MODELED GRAV-     979,187.8   (mgal)                       NAVD 88
 FN0098
 FN0098  VERT ORDER  -  SECOND    CLASS 0
 FN0098
 FN0098.The horizontal coordinates were scaled from a topographic map and have
 FN0098.an estimated accuracy of +/- 6 seconds.
 FN0098
 FN0098.The orthometric height was determined by differential leveling
 FN0098.and adjusted by the National Geodetic Survey in June 1991..
 FN0098.WARNING-Repeat measurements at this control monument indicate possible
 FN0098.vertical movement.
 FN0098
 FN0098.The geoid height was determined by GEOID03.
 FN0098
 FN0098.The dynamic height is computed by dividing the NAVD 88
 FN0098.geopotential number by the normal gravity value computed on the
 FN0098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FN0098.degrees latitude (g = 980.6199 gals.).
 FN0098
 FN0098.The modeled gravity was interpolated from observed gravity values.
 FN0098
 FN0098;                    North         East    Units  Estimated Accuracy
 FN0098;SPC NM E     -   513,010.       86,340.      MT  (+/- 180 meters Scaled)
 FN0098
 FN0098                          SUPERSEDED SURVEY CONTROL
 FN0098
 FN0098  NGVD 29 (??/??/92) 1974.268  (m)         6477.24   (f) ADJ UNCH    2 0
 FN0098
 FN0098.Superseded values are not recommended for survey control.
 FN0098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0098.See file dsdata.txt to determine how the superseded data were derived.
 FN0098
 FN0098_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV817421(NAD 83)
 FN0098_MARKER: DB = BENCH MARK DISK
 FN0098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FN0098_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FN0098_STAMPING: B 75 1934
 FN0098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FN0098+STABILITY: SURFACE MOTION
 FN0098
 FN0098  HISTORY     - Date     Condition        Report By
 FN0098  HISTORY     - 1934     MONUMENTED       CGS
 FN0098  HISTORY     - 1957     GOOD             NGS
 FN0098
 FN0098                          STATION DESCRIPTION
 FN0098
 FN0098'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 FN0098'2.2 MI NE FROM LAS VEGAS.
 FN0098'2.2 MILES NORTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 FN0098'FROM THE STATION AT LAS VEGAS, 35 FEET WEST OF THE WEST RAIL, 4 POLES
 FN0098'NORTH OF SEMAPHORE 7681, 37 FEET NORTHWEST OF MILEPOST 768, 14 FEET
 FN0098'SOUTH OF A TELEPHONE POLE, SET IN THE TOP OF A CONCRETE POST WHICH
 FN0098'PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0137 ***********************************************************************
 GM0137  DESIGNATION -  B 76
 GM0137  PID         -  GM0137
 GM0137  STATE/COUNTY-  NM/MORA
 GM0137  USGS QUAD   -  WAGON MOUND (1964)
 GM0137
 GM0137                         *CURRENT SURVEY CONTROL
 GM0137  ___________________________________________________________________
 GM0137* NAD 83(1986)-  36 01 34.     (N)    104 41 42.     (W)     SCALED    
 GM0137* NAVD 88     -      1881.043  (meters)    6171.39   (feet)  ADJUSTED  
 GM0137  ___________________________________________________________________
 GM0137  GEOID HEIGHT-         -19.10  (meters)                     GEOID03
 GM0137  DYNAMIC HT  -        1878.552 (meters)    6163.22  (feet)  COMP
 GM0137  MODELED GRAV-     979,241.6   (mgal)                       NAVD 88
 GM0137
 GM0137  VERT ORDER  -  SECOND    CLASS 0
 GM0137
 GM0137.The horizontal coordinates were scaled from a topographic map and have
 GM0137.an estimated accuracy of +/- 6 seconds.
 GM0137
 GM0137.The orthometric height was determined by differential leveling
 GM0137.and adjusted by the National Geodetic Survey in June 1991..
 GM0137
 GM0137.The geoid height was determined by GEOID03.
 GM0137
 GM0137.The dynamic height is computed by dividing the NAVD 88
 GM0137.geopotential number by the normal gravity value computed on the
 GM0137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GM0137.degrees latitude (g = 980.6199 gals.).
 GM0137
 GM0137.The modeled gravity was interpolated from observed gravity values.
 GM0137
 GM0137;                    North         East    Units  Estimated Accuracy
 GM0137;SPC NM E     -   557,480.      132,400.      MT  (+/- 180 meters Scaled)
 GM0137
 GM0137                          SUPERSEDED SURVEY CONTROL
 GM0137
 GM0137  NGVD 29 (??/??/92) 1880.141  (m)         6168.43   (f) ADJ UNCH    2 0
 GM0137
 GM0137.Superseded values are not recommended for survey control.
 GM0137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0137.See file dsdata.txt to determine how the superseded data were derived.
 GM0137
 GM0137_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEV274868(NAD 83)
 GM0137_MARKER: DB = BENCH MARK DISK
 GM0137_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GM0137_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GM0137_STAMPING: B 76 1934
 GM0137_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GM0137+STABILITY: SURFACE MOTION
 GM0137_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GM0137+SATELLITE: SATELLITE OBSERVATIONS - May 27, 2005
 GM0137
 GM0137  HISTORY     - Date     Condition        Report By
 GM0137  HISTORY     - 1934     MONUMENTED       CGS
 GM0137  HISTORY     - 1966     GOOD             AMS
 GM0137  HISTORY     - 20050527 GOOD             NGS
 GM0137
 GM0137                          STATION DESCRIPTION
 GM0137
 GM0137'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GM0137'1.3 MI NE FROM WAGON MOUND.
 GM0137'1.3 MI. N.E. ON AT AND SF RY.  1 POLE N. OF MILE POLE NO. 724, 52 FT.
 GM0137'W. OF CENTER LINE OF TRACK, 48 FT. E. OF U.S. NO. 85 24 FT. W. OF
 GM0137'TELEGRAPH POLE AND 2 FT. W. OF FENCE.
 GM0137
 GM0137                          STATION RECOVERY (1966)
 GM0137
 GM0137'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1966
 GM0137'RECOVERED IN GOOD CONDITION.
 GM0137
 GM0137                          STATION RECOVERY (2005)
 GM0137
 GM0137'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DW)
 GM0137'OLD US 85 IS NOW FRONTAGE ROAD FOR INTERSTATE 25.  RR IS NOW PART OF
 GM0137'BNSF SYSTEM.  A WITNESS POST IS PRESENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0131 ***********************************************************************
 FN0131  DESIGNATION -  B 78
 FN0131  PID         -  FN0131
 FN0131  STATE/COUNTY-  NM/SAN MIGUEL
 FN0131  USGS QUAD   -  LAS VEGAS NW (1963)
 FN0131
 FN0131                         *CURRENT SURVEY CONTROL
 FN0131  ___________________________________________________________________
 FN0131* NAD 83(1986)-  35 41 50.     (N)    105 11 37.     (W)     SCALED    
 FN0131* NAVD 88     -      2079.666  (meters)    6823.04   (feet)  ADJUSTED  
 FN0131  ___________________________________________________________________
 FN0131  GEOID HEIGHT-         -18.62  (meters)                     GEOID03
 FN0131  DYNAMIC HT  -        2076.788 (meters)    6813.60  (feet)  COMP
 FN0131  MODELED GRAV-     979,174.8   (mgal)                       NAVD 88
 FN0131
 FN0131  VERT ORDER  -  SECOND    CLASS 0
 FN0131
 FN0131.The horizontal coordinates were scaled from a topographic map and have
 FN0131.an estimated accuracy of +/- 6 seconds.
 FN0131
 FN0131.The orthometric height was determined by differential leveling
 FN0131.and adjusted by the National Geodetic Survey in June 1991..
 FN0131
 FN0131.The geoid height was determined by GEOID03.
 FN0131
 FN0131.The dynamic height is computed by dividing the NAVD 88
 FN0131.geopotential number by the normal gravity value computed on the
 FN0131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FN0131.degrees latitude (g = 980.6199 gals.).
 FN0131
 FN0131.The modeled gravity was interpolated from observed gravity values.
 FN0131
 FN0131;                    North         East    Units  Estimated Accuracy
 FN0131;SPC NM E     -   521,270.       87,150.      MT  (+/- 180 meters Scaled)
 FN0131
 FN0131                          SUPERSEDED SURVEY CONTROL
 FN0131
 FN0131  NGVD 29 (??/??/92) 2078.671  (m)         6819.77   (f) ADJ UNCH    2 0
 FN0131
 FN0131.Superseded values are not recommended for survey control.
 FN0131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0131.See file dsdata.txt to determine how the superseded data were derived.
 FN0131
 FN0131_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV824503(NAD 83)
 FN0131_MARKER: DB = BENCH MARK DISK
 FN0131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FN0131_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FN0131_STAMPING: B 78 1934
 FN0131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FN0131+STABILITY: SURFACE MOTION
 FN0131
 FN0131  HISTORY     - Date     Condition        Report By
 FN0131  HISTORY     - 1934     MONUMENTED       CGS
 FN0131  HISTORY     - 1962     GOOD             USGS
 FN0131
 FN0131                          STATION DESCRIPTION
 FN0131
 FN0131'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 FN0131'7.6 MI N FROM LAS VEGAS.
 FN0131'7.6 MILES NORTH ALONG STATE HIGHWAY 3 FROM LAS VEGAS, SAN MIGUEL
 FN0131'COUNTY, AT THE CORNER OF 7TH AND DOUGLAS, 10 MILES NORTH OF 7TH STREET
 FN0131'AND STATE HIGHWAY 3 TO A T-ROAD EAST, THENCE 0.5 MILE EAST TO A ROAD
 FN0131'CROSSING, THENCE 4 MILES SOUTHEAST ALONG OLD STATE HIGHWAY 3 TO ABOUT
 FN0131'200 YARDS SOUTH OF A CURVE, 100 YARDS NORTH OF THE TOP OF A STEEP HILL
 FN0131'AND 38 FEET WEST OF A FENCE WHICH RUNS DOWN THE CENTER OF OLD STATE
 FN0131'HIGHWAY 3.  A STANDARD DISK, SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0472 ***********************************************************************
 GM0472  DESIGNATION -  B 79
 GM0472  PID         -  GM0472
 GM0472  STATE/COUNTY-  NM/TAOS
 GM0472  USGS QUAD   -  TRES RITOS (1995)
 GM0472
 GM0472                         *CURRENT SURVEY CONTROL
 GM0472  ___________________________________________________________________
 GM0472* NAD 83(1986)-  36 08 58.     (N)    105 32 36.     (W)     SCALED    
 GM0472* NAVD 88     -      2511.400  (meters)    8239.48   (feet)  ADJUSTED  
 GM0472  ___________________________________________________________________
 GM0472  GEOID HEIGHT-         -16.84  (meters)                     GEOID03
 GM0472  DYNAMIC HT  -        2507.751 (meters)    8227.51  (feet)  COMP
 GM0472  MODELED GRAV-     979,088.5   (mgal)                       NAVD 88
 GM0472
 GM0472  VERT ORDER  -  SECOND    CLASS 0
 GM0472
 GM0472.The horizontal coordinates were scaled from a topographic map and have
 GM0472.an estimated accuracy of +/- 6 seconds.
 GM0472
 GM0472.The orthometric height was determined by differential leveling
 GM0472.and adjusted by the National Geodetic Survey in June 1991..
 GM0472
 GM0472.The geoid height was determined by GEOID03.
 GM0472
 GM0472.The dynamic height is computed by dividing the NAVD 88
 GM0472.geopotential number by the normal gravity value computed on the
 GM0472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GM0472.degrees latitude (g = 980.6199 gals.).
 GM0472
 GM0472.The modeled gravity was interpolated from observed gravity values.
 GM0472
 GM0472;                    North         East    Units  Estimated Accuracy
 GM0472;SPC NM C     -   571,330.      563,590.      MT  (+/- 180 meters Scaled)
 GM0472
 GM0472                          SUPERSEDED SURVEY CONTROL
 GM0472
 GM0472  NGVD 29 (??/??/92) 2510.157  (m)         8235.41   (f) ADJ UNCH    2 0
 GM0472
 GM0472.Superseded values are not recommended for survey control.
 GM0472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0472.See file dsdata.txt to determine how the superseded data were derived.
 GM0472
 GM0472_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDA511006(NAD 83)
 GM0472_MARKER: DB = BENCH MARK DISK
 GM0472_SETTING: 66 = SET IN ROCK OUTCROP
 GM0472_SP_SET: ROCK
 GM0472_STAMPING: B-79 1934
 GM0472_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GM0472+STABILITY: POSITION/ELEVATION WELL
 GM0472
 GM0472  HISTORY     - Date     Condition        Report By
 GM0472  HISTORY     - 1934     MONUMENTED       CGS
 GM0472
 GM0472                          STATION DESCRIPTION
 GM0472
 GM0472'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GM0472'21.7 MI NW FROM MORA.
 GM0472'21.7 MI NORTHWEST ON STATE HWY NO. 3 ABOUT 30 YDS NORTH OF A CREEK, 21
 GM0472'FEET SOUTH EAST OF A GALV IRON CULVERT, 30 FEET SOUTH OF THE
 GM0472'CENTERLINE OF THE HIGHWAY, AND 4 FEET BELOW THE ROAD SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0473 ***********************************************************************
 GM0473  DESIGNATION -  B 79 RESET
 GM0473  PID         -  GM0473
 GM0473  STATE/COUNTY-  NM/TAOS
 GM0473  USGS QUAD   -  TRES RITOS (1995)
 GM0473
 GM0473                         *CURRENT SURVEY CONTROL
 GM0473  ___________________________________________________________________
 GM0473* NAD 83(1986)-  36 08 59.     (N)    105 32 35.     (W)     SCALED    
 GM0473* NAVD 88     -      2514.56   (+/-2cm)    8249.9    (feet)  VERTCON   
 GM0473  ___________________________________________________________________
 GM0473  GEOID HEIGHT-         -16.84  (meters)                     GEOID03
 GM0473
 GM0473  VERT ORDER  -  THIRD (See Below)
 GM0473
 GM0473.The horizontal coordinates were scaled from a topographic map and have
 GM0473.an estimated accuracy of +/- 6 seconds.
 GM0473
 GM0473.The NAVD 88 height was computed by applying the VERTCON shift value to
 GM0473.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GM0473.The vertical order pertains to the NGVD 29 superseded value.
 GM0473
 GM0473.The geoid height was determined by GEOID03.
 GM0473
 GM0473;                    North         East    Units  Estimated Accuracy
 GM0473;SPC NM C     -   571,360.      563,610.      MT  (+/- 180 meters Scaled)
 GM0473
 GM0473                          SUPERSEDED SURVEY CONTROL
 GM0473
 GM0473  NGVD 29 (??/??/??) 2513.32   (m)         8245.8    (f) RESET       3  
 GM0473
 GM0473.Superseded values are not recommended for survey control.
 GM0473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0473.See file dsdata.txt to determine how the superseded data were derived.
 GM0473
 GM0473_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDA511006(NAD 83)
 GM0473_MARKER: DB = BENCH MARK DISK
 GM0473_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GM0473_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GM0473_STAMPING: B-79 RESET 1960
 GM0473_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GM0473+STABILITY: SURFACE MOTION
 GM0473
 GM0473  HISTORY     - Date     Condition        Report By
 GM0473  HISTORY     - 1960     MONUMENTED       CGS
 GM0473  HISTORY     - 1964     GOOD             USGS
 GM0473
 GM0473                          STATION DESCRIPTION
 GM0473
 GM0473'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 GM0473'24.3 MI SE FROM TAOS.
 GM0473'TAOS, ABOUT 24.3 MILES SOUTHEAST OF ALONG NEW MEXICO STATE ROUTE 3, 69
 GM0473'FT. NE OF CENTER LINE OF HIGHWAY AND 528 FEET NW ALONG HIGHWAY FROM
 GM0473'FOREST SERVICE SIGN READING FLECHODO CANYON TRAIL AND NORTH END TRAIL
 GM0473'AT THE NW CORNER OF A ROADSIDE PARK, 63 FEET NW OF R.O.W. MARKER 160
 GM0473'PLUS 88.4 AND 22 FEET WEST OF A 2-FOOT DIAMETER SPRUCE TREE 75 FT.
 GM0473'TALL, A STANDARD TABLET IN A CONCRETE CYLINDER POST PROJECTING 5
 GM0473'INCHES AND STAMPED B 79 RESET 1960.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0531 ***********************************************************************
 GM0531  DESIGNATION -  B 80
 GM0531  PID         -  GM0531
 GM0531  STATE/COUNTY-  NM/TAOS
 GM0531  USGS QUAD   -  QUESTA (1995)
 GM0531
 GM0531                         *CURRENT SURVEY CONTROL
 GM0531  ___________________________________________________________________
 GM0531* NAD 83(1986)-  36 42 04.     (N)    105 36 02.     (W)     SCALED    
 GM0531* NAVD 88     -      2254.306  (meters)    7396.00   (feet)  ADJUSTED  
 GM0531  ___________________________________________________________________
 GM0531  GEOID HEIGHT-         -17.14  (meters)                     GEOID03
 GM0531  DYNAMIC HT  -        2251.163 (meters)    7385.69  (feet)  COMP
 GM0531  MODELED GRAV-     979,157.2   (mgal)                       NAVD 88
 GM0531
 GM0531  VERT ORDER  -  SECOND    CLASS 0
 GM0531
 GM0531.The horizontal coordinates were scaled from a topographic map and have
 GM0531.an estimated accuracy of +/- 6 seconds.
 GM0531
 GM0531.The orthometric height was determined by differential leveling
 GM0531.and adjusted by the National Geodetic Survey in June 1991..
 GM0531.WARNING-Repeat measurements at this control monument indicate possible
 GM0531.vertical movement.
 GM0531
 GM0531.The geoid height was determined by GEOID03.
 GM0531
 GM0531.The dynamic height is computed by dividing the NAVD 88
 GM0531.geopotential number by the normal gravity value computed on the
 GM0531.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GM0531.degrees latitude (g = 980.6199 gals.).
 GM0531
 GM0531.The modeled gravity was interpolated from observed gravity values.
 GM0531
 GM0531;                    North         East    Units  Estimated Accuracy
 GM0531;SPC NM C     -   632,500.      558,030.      MT  (+/- 180 meters Scaled)
 GM0531
 GM0531                          SUPERSEDED SURVEY CONTROL
 GM0531
 GM0531  NGVD 29 (??/??/92) 2253.029  (m)         7391.81   (f) ADJ UNCH    2 0
 GM0531
 GM0531.Superseded values are not recommended for survey control.
 GM0531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0531.See file dsdata.txt to determine how the superseded data were derived.
 GM0531
 GM0531_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDA463618(NAD 83)
 GM0531_MARKER: DB = BENCH MARK DISK
 GM0531_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GM0531_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GM0531_STAMPING: B 80 1934
 GM0531_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GM0531+STABILITY: SURFACE MOTION
 GM0531
 GM0531  HISTORY     - Date     Condition        Report By
 GM0531  HISTORY     - 1934     MONUMENTED       CGS
 GM0531  HISTORY     - 1957     GOOD             NGS
 GM0531  HISTORY     - 1975     MARK NOT FOUND   WFTA
 GM0531
 GM0531                          STATION DESCRIPTION
 GM0531
 GM0531'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GM0531'0.35 MI SW FROM QUESTA.
 GM0531'ABOUT 0.2 MILE SOUTHWEST ALONG THE NEW STATE HIGHWAY 3 FROM THE
 GM0531'JUNCTION OF STATE HIGHWAY 38 AT QUESTA, THENCE 0.15 MILE WEST ALONG A
 GM0531'GRADED DIRT LEADING TO SAN CRISTOBAL WHICH IS THE OLD STATE HIGHWAY 3,
 GM0531'AT A PRIVATE DRIVEWAY LEADING TO TWO STUCCO HOUSES, 31 FEET SOUTH OF
 GM0531'THE CENTER LINE OF THE ROAD, 55 FEET NORTHEAST OF THE NORTHEAST CORNER
 GM0531'OF A CONCRETE LANDING AND ENTRANCE TO A HOUSE, 28 1/2 FEET NORTHWEST
 GM0531'OF A POWER POLE, 8 FEET WEST OF THE WEST END OF A CATTLE GUARD, 3 FEET
 GM0531'NORTH OF A FENCE, 2 FEET EAST OF A WHITE WOODEN WITNESS POST AND IN
 GM0531'THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 GM0531
 GM0531                          STATION RECOVERY (1975)
 GM0531
 GM0531'RECOVERY NOTE BY W F TURNEY AND ASSOCIATES 1975
 GM0531'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0098 ***********************************************************************
 FO0098  DESIGNATION -  B 81
 FO0098  PID         -  FO0098
 FO0098  STATE/COUNTY-  NM/LOS ALAMOS
 FO0098  USGS QUAD   -  FRIJOLES (1984)
 FO0098
 FO0098                         *CURRENT SURVEY CONTROL
 FO0098  ___________________________________________________________________
 FO0098* NAD 83(1986)-  35 52 27.     (N)    106 20 32.     (W)     SCALED    
 FO0098* NAVD 88     -      2364.202  (meters)    7756.55   (feet)  ADJUSTED  
 FO0098  ___________________________________________________________________
 FO0098  GEOID HEIGHT-         -19.09  (meters)                     GEOID03
 FO0098  DYNAMIC HT  -        2360.764 (meters)    7745.27  (feet)  COMP
 FO0098  MODELED GRAV-     979,093.5   (mgal)                       NAVD 88
 FO0098
 FO0098  VERT ORDER  -  SECOND    CLASS 0
 FO0098
 FO0098.The horizontal coordinates were scaled from a topographic map and have
 FO0098.an estimated accuracy of +/- 6 seconds.
 FO0098
 FO0098.The orthometric height was determined by differential leveling
 FO0098.and adjusted by the National Geodetic Survey in June 1991..
 FO0098
 FO0098.The geoid height was determined by GEOID03.
 FO0098
 FO0098.The dynamic height is computed by dividing the NAVD 88
 FO0098.geopotential number by the normal gravity value computed on the
 FO0098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0098.degrees latitude (g = 980.6199 gals.).
 FO0098
 FO0098.The modeled gravity was interpolated from observed gravity values.
 FO0098
 FO0098;                    North         East    Units  Estimated Accuracy
 FO0098;SPC NM C     -   540,560.      491,670.      MT  (+/- 180 meters Scaled)
 FO0098
 FO0098                          SUPERSEDED SURVEY CONTROL
 FO0098
 FO0098  NGVD 29 (??/??/92) 2363.054  (m)         7752.79   (f) ADJ UNCH    2 0
 FO0098
 FO0098.Superseded values are not recommended for survey control.
 FO0098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0098.See file dsdata.txt to determine how the superseded data were derived.
 FO0098
 FO0098_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV788708(NAD 83)
 FO0098_MARKER: DB = BENCH MARK DISK
 FO0098_SETTING: 80 = SET IN A BOULDER
 FO0098_SP_SET: ROCK OUTCROP
 FO0098_STAMPING: B 81 1934
 FO0098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO0098+STABILITY: SURFACE MOTION
 FO0098
 FO0098  HISTORY     - Date     Condition        Report By
 FO0098  HISTORY     - 1934     MONUMENTED       CGS
 FO0098  HISTORY     - 1941     GOOD             NGS
 FO0098  HISTORY     - 20050520 MARK NOT FOUND   USPSQD
 FO0098
 FO0098                          STATION DESCRIPTION
 FO0098
 FO0098'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 FO0098'3.2 MI W FROM OTOWI.
 FO0098'3.2 MILES WEST ALONG A ROAD LEADING TO SULPHUR SPRINGS FROM THE POST
 FO0098'OFFICE AT OTOWI, SANDOVAL COUNTY, 0.1 MILE WEST OF THE RINCON BONITO
 FO0098'TRAIL SIGN, 98 FEET SOUTHEAST OF AN 18-INCH GALVANIZED IRON PIPE
 FO0098'CULVERT, 97 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 45 FEET EAST OF
 FO0098'THE CENTER OF A SMALL WASH, 12 FEET SOUTH OF A ROCK CAIRN, IN THE TOP
 FO0098'OF A LARGE GREY ROCK OUTCROP, AND LEVEL WITH THE ROAD.  A STANDARD
 FO0098'DISK, STAMPED B 81 1934.
 FO0098
 FO0098                          STATION RECOVERY (2005)
 FO0098
 FO0098'RECOVERY NOTE BY US POWER SQUADRON 2005 (RPJ)
 FO0098'THE SITE IS IN THE BOTTOM OF LOS ALAMOS CANYON.  THE ONLY APPROACH IS
 FO0098'TO PROCEED WEST ON FARM ROAD 182 FROM THE LOS ALAMOS ICE RINK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0917 ***********************************************************************
 DS0917  DESIGNATION -  B 82
 DS0917  PID         -  DS0917
 DS0917  STATE/COUNTY-  NM/SIERRA
 DS0917  USGS QUAD   -  CUCHILLO (1980)
 DS0917
 DS0917                         *CURRENT SURVEY CONTROL
 DS0917  ___________________________________________________________________
 DS0917* NAD 83(1986)-  33 07 42.     (N)    107 15 09.     (W)     SCALED    
 DS0917* NAVD 88     -      1293.628  (meters)    4244.18   (feet)  ADJUSTED  
 DS0917  ___________________________________________________________________
 DS0917  GEOID HEIGHT-         -23.28  (meters)                     GEOID03
 DS0917  DYNAMIC HT  -        1291.768 (meters)    4238.08  (feet)  COMP
 DS0917  MODELED GRAV-     979,154.9   (mgal)                       NAVD 88
 DS0917
 DS0917  VERT ORDER  -  FIRST     CLASS II
 DS0917
 DS0917.The horizontal coordinates were scaled from a topographic map and have
 DS0917.an estimated accuracy of +/- 6 seconds.
 DS0917
 DS0917.The orthometric height was determined by differential leveling
 DS0917.and adjusted by the National Geodetic Survey in June 1991..
 DS0917.WARNING-Repeat measurements at this control monument indicate possible
 DS0917.vertical movement.
 DS0917
 DS0917.The geoid height was determined by GEOID03.
 DS0917
 DS0917.The dynamic height is computed by dividing the NAVD 88
 DS0917.geopotential number by the normal gravity value computed on the
 DS0917.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0917.degrees latitude (g = 980.6199 gals.).
 DS0917
 DS0917.The modeled gravity was interpolated from observed gravity values.
 DS0917
 DS0917;                    North         East    Units  Estimated Accuracy
 DS0917;SPC NM W     -   236,140.      884,200.      MT  (+/- 180 meters Scaled)
 DS0917
 DS0917                          SUPERSEDED SURVEY CONTROL
 DS0917
 DS0917  NGVD 29 (??/??/92) 1293.014  (m)         4242.16   (f) ADJ UNCH    1 2
 DS0917
 DS0917.Superseded values are not recommended for survey control.
 DS0917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0917.See file dsdata.txt to determine how the superseded data were derived.
 DS0917
 DS0917_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBS898677(NAD 83)
 DS0917_MARKER: DB = BENCH MARK DISK
 DS0917_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DS0917_SP_SET: CURB FOUNDATION
 DS0917_STAMPING: B 82 1934
 DS0917_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DS0917
 DS0917  HISTORY     - Date     Condition        Report By
 DS0917  HISTORY     - 1934     MONUMENTED       CGS
 DS0917  HISTORY     - 1953     GOOD             NGS
 DS0917  HISTORY     - 1980     GOOD             NGS
 DS0917
 DS0917                          STATION DESCRIPTION
 DS0917
 DS0917'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 DS0917'IN HOT SPRINGS.
 DS0917'AT HOT SPRINGS, AT THE FIRST BAPTIST CHURCH, AT THE INTERSECTION OF
 DS0917'BROADWAY STREET AND PERSHING STREET, 18 FEET WEST OF THE WEST EDGE OF
 DS0917'THE NORTH ENTRANCE, 0.5 FOOT WEST OF THE BOTTOM CONCRETE STEP.  0.4
 DS0917'FOOT NORTH OF THE NORTH FACE OF THE BUILDING, AND SET IN THE TOP OF
 DS0917'THE CURB OF THE FOUNDATION OF THE BUILDING WHICH IS 0.8 FOOT ABOVE THE
 DS0917'GROUND.  NOTE-- HOT SPRINGS N.M. HAS BEEN RENAMED TRUTH OR
 DS0917'CONSEQUENCES N.M.
 DS0917
 DS0917                          STATION RECOVERY (1980)
 DS0917
 DS0917'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DS0917'IN TRUTH OR CONSEQUENCES, AT THE FIRST BAPTIST CHURCH, AT THE JUNCTION
 DS0917'OF BROADWAY AND PERSHING STREETS, 5.5 METERS (18.0 FEET) WEST OF
 DS0917'THE WEST EDGE OF THE NORTH ENTRANCE TO THE CHURCH, 2.7 METERS
 DS0917'(9.0 FEET) EAST OF THE NORTHWEST CORNER OF THE CHURCH, 0.1 METER
 DS0917'(0.5 FOOT) WEST OF THE BOTTOM STEP OF THE MAIN ENTRANCE AND 0.1
 DS0917'METER (0.4 FOOT) NORTH OF THE NORTH FACE OF THE CHURCH.
 DS0917'THE MARK IS 0.3 M ABOVE THE STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0561 ***********************************************************************
 FO0561  DESIGNATION -  B 83
 FO0561  PID         -  FO0561
 FO0561  STATE/COUNTY-  NM/SANDOVAL
 FO0561  USGS QUAD   -  PONDEROSA (1993)
 FO0561
 FO0561                         *CURRENT SURVEY CONTROL
 FO0561  ___________________________________________________________________
 FO0561* NAD 83(1986)-  35 42 14.     (N)    106 37 40.     (W)     SCALED    
 FO0561* NAVD 88     -      2065.045  (meters)    6775.07   (feet)  ADJUSTED  
 FO0561  ___________________________________________________________________
 FO0561  GEOID HEIGHT-         -19.59  (meters)                     GEOID03
 FO0561  DYNAMIC HT  -        2062.164 (meters)    6765.62  (feet)  COMP
 FO0561  MODELED GRAV-     979,164.3   (mgal)                       NAVD 88
 FO0561
 FO0561  VERT ORDER  -  SECOND    CLASS 0
 FO0561
 FO0561.The horizontal coordinates were scaled from a topographic map and have
 FO0561.an estimated accuracy of +/- 6 seconds.
 FO0561
 FO0561.The orthometric height was determined by differential leveling
 FO0561.and adjusted by the National Geodetic Survey in June 1991..
 FO0561
 FO0561.The geoid height was determined by GEOID03.
 FO0561
 FO0561.The dynamic height is computed by dividing the NAVD 88
 FO0561.geopotential number by the normal gravity value computed on the
 FO0561.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0561.degrees latitude (g = 980.6199 gals.).
 FO0561
 FO0561.The modeled gravity was interpolated from observed gravity values.
 FO0561
 FO0561;                    North         East    Units  Estimated Accuracy
 FO0561;SPC NM C     -   521,730.      465,820.      MT  (+/- 180 meters Scaled)
 FO0561
 FO0561                          SUPERSEDED SURVEY CONTROL
 FO0561
 FO0561  NGVD 29 (??/??/92) 2064.037  (m)         6771.76   (f) ADJ UNCH    2 0
 FO0561
 FO0561.Superseded values are not recommended for survey control.
 FO0561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0561.See file dsdata.txt to determine how the superseded data were derived.
 FO0561
 FO0561_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV527523(NAD 83)
 FO0561_MARKER: DB = BENCH MARK DISK
 FO0561_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FO0561_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FO0561_STAMPING: B 83 1934
 FO0561_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO0561+STABILITY: SURFACE MOTION
 FO0561
 FO0561  HISTORY     - Date     Condition        Report By
 FO0561  HISTORY     - 1934     MONUMENTED       CGS
 FO0561  HISTORY     - 1941     GOOD             NGS
 FO0561
 FO0561                          STATION DESCRIPTION
 FO0561
 FO0561'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 FO0561'1.3 MI NE FROM JEMES.
 FO0561'1.3 MILES NORTHEAST ALONG STATE HIGHWAY 4 FROM THE CATHOLIC CHURCH AT
 FO0561'JEMES, SANDOVAL COUNTY, THENCE 9.2 MILES EAST ALONG A ROAD LEADING TO
 FO0561'PENABLANCA.  0.5 MILE EAST OF PALIZA CIVILIAN CONSERVATION CORPS CAMP
 FO0561'F 31 N, AT THE JUNCTION OF ROADS LEADING TO VALLE GRANDE AND THE BOYD
 FO0561'RANCH, 135 FEET WEST OF A SIGN AT THE WEST JUNCTION, 56 FEET SOUTH OF
 FO0561'A SMALL CREEK, 48 FEET WEST OF THE JUNCTION, 32 FEET NORTH OF THE
 FO0561'CENTERLINE OF THE ROAD LEADING TO PENABLANCA, 2.0 FEET EAST OF A
 FO0561'4-BY-4-INCH WHITE WOODEN POST STENCILED U.S.B.M., AND LEVEL WITH THE
 FO0561'ROAD.  A STANDARD DISK, STAMPED B 83 1934 AND SET IN THE TOP OF A
 FO0561'CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1145 ***********************************************************************
 GL1145  DESIGNATION -  B 84
 GL1145  PID         -  GL1145
 GL1145  STATE/COUNTY-  NM/UNION
 GL1145  USGS QUAD   -  ALPS MESA (1972)
 GL1145
 GL1145                         *CURRENT SURVEY CONTROL
 GL1145  ___________________________________________________________________
 GL1145* NAD 83(1986)-  36 57 11.     (N)    103 53 11.     (W)     SCALED    
 GL1145* NAVD 88     -      1960.778  (meters)    6432.99   (feet)  ADJUSTED  
 GL1145  ___________________________________________________________________
 GL1145  GEOID HEIGHT-         -19.24  (meters)                     GEOID03
 GL1145  DYNAMIC HT  -        1958.361 (meters)    6425.06  (feet)  COMP
 GL1145  MODELED GRAV-     979,328.2   (mgal)                       NAVD 88
 GL1145
 GL1145  VERT ORDER  -  SECOND    CLASS 0
 GL1145
 GL1145.The horizontal coordinates were scaled from a topographic map and have
 GL1145.an estimated accuracy of +/- 6 seconds.
 GL1145
 GL1145.The orthometric height was determined by differential leveling
 GL1145.and adjusted by the National Geodetic Survey in June 1991..
 GL1145
 GL1145.The geoid height was determined by GEOID03.
 GL1145
 GL1145.The dynamic height is computed by dividing the NAVD 88
 GL1145.geopotential number by the normal gravity value computed on the
 GL1145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL1145.degrees latitude (g = 980.6199 gals.).
 GL1145
 GL1145.The modeled gravity was interpolated from observed gravity values.
 GL1145
 GL1145;                    North         East    Units  Estimated Accuracy
 GL1145;SPC NM E     -   660,360.      204,800.      MT  (+/- 180 meters Scaled)
 GL1145
 GL1145                          SUPERSEDED SURVEY CONTROL
 GL1145
 GL1145  NGVD 29 (??/??/92) 1959.760  (m)         6429.65   (f) ADJ UNCH    2 0
 GL1145
 GL1145.Superseded values are not recommended for survey control.
 GL1145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1145.See file dsdata.txt to determine how the superseded data were derived.
 GL1145
 GL1145_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEA991902(NAD 83)
 GL1145_MARKER: DB = BENCH MARK DISK
 GL1145_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL1145_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL1145_STAMPING: B-84 1934
 GL1145_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL1145+STABILITY: SURFACE MOTION
 GL1145
 GL1145  HISTORY     - Date     Condition        Report By
 GL1145  HISTORY     - 1934     MONUMENTED       CGS
 GL1145  HISTORY     - 1970     GOOD             AMS
 GL1145
 GL1145                          STATION DESCRIPTION
 GL1145
 GL1145'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GL1145'5.7 MI SE FROM BRANSON.
 GL1145'5.7 MI S.E. ON C. AND S. RY 5 1/2 POLES E OF MILE POLE NO. 268, ABOUT
 GL1145'90 FEET E OF A FENCE CORNER, 40 FEET N OF THE CENTERLINE OF THE TRACK,
 GL1145'AND ABOUT 3 FEET BELOW THE TRACK LEVEL, PROJECTING 0.3 FOOT.
 GL1145
 GL1145                          STATION RECOVERY (1970)
 GL1145
 GL1145'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1970
 GL1145'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0771 ***********************************************************************
 DS0771  DESIGNATION -  B 85
 DS0771  PID         -  DS0771
 DS0771  STATE/COUNTY-  NM/SOCORRO
 DS0771  USGS QUAD   -  BLACK HILL (1980)
 DS0771
 DS0771                         *CURRENT SURVEY CONTROL
 DS0771  ___________________________________________________________________
 DS0771* NAD 83(1986)-  33 37 22.     (N)    107 10 10.     (W)     SCALED    
 DS0771* NAVD 88     -      1513.874  (meters)    4966.77   (feet)  ADJUSTED  
 DS0771  ___________________________________________________________________
 DS0771  GEOID HEIGHT-         -22.77  (meters)                     GEOID03
 DS0771  DYNAMIC HT  -        1511.651 (meters)    4959.48  (feet)  COMP
 DS0771  MODELED GRAV-     979,115.9   (mgal)                       NAVD 88
 DS0771
 DS0771  VERT ORDER  -  FIRST     CLASS II
 DS0771
 DS0771.The horizontal coordinates were scaled from a topographic map and have
 DS0771.an estimated accuracy of +/- 6 seconds.
 DS0771
 DS0771.The orthometric height was determined by differential leveling
 DS0771.and adjusted by the National Geodetic Survey in June 1991..
 DS0771
 DS0771.The geoid height was determined by GEOID03.
 DS0771
 DS0771.The dynamic height is computed by dividing the NAVD 88
 DS0771.geopotential number by the normal gravity value computed on the
 DS0771.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0771.degrees latitude (g = 980.6199 gals.).
 DS0771
 DS0771.The modeled gravity was interpolated from observed gravity values.
 DS0771
 DS0771;                    North         East    Units  Estimated Accuracy
 DS0771;SPC NM C     -   291,200.      414,690.      MT  (+/- 180 meters Scaled)
 DS0771
 DS0771                          SUPERSEDED SURVEY CONTROL
 DS0771
 DS0771  NGVD 29 (??/??/92) 1513.144  (m)         4964.37   (f) ADJ UNCH    1 2
 DS0771
 DS0771.Superseded values are not recommended for survey control.
 DS0771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0771.See file dsdata.txt to determine how the superseded data were derived.
 DS0771
 DS0771_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBT987224(NAD 83)
 DS0771_MARKER: DB = BENCH MARK DISK
 DS0771_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0771_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0771_STAMPING: B 85 1934
 DS0771_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0771+STABILITY: SURFACE MOTION
 DS0771
 DS0771  HISTORY     - Date     Condition        Report By
 DS0771  HISTORY     - 1934     MONUMENTED       CGS
 DS0771  HISTORY     - 1950     GOOD             NGS
 DS0771
 DS0771                          STATION DESCRIPTION
 DS0771
 DS0771'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 DS0771'28.6 MI SW FROM SAN ANTONIO.
 DS0771'21.1 MILES SOUTHWEST ALONG U.S. HIGHWAY 85 FROM THE ATCHISON, TOPEKA
 DS0771'AND SANTA FE RAILROAD STATION AT SAN ANTONIO, THENCE 7.5 MILES
 DS0771'SOUTHWEST ALONG OLD U.S. HIGHWAY 85, 0.4 MILE NORTHEAST OF A JUNCTION
 DS0771'WITH A ROAD LEADING WEST, 73 FEET SOUTHEAST OF THE CENTER LINE OF THE
 DS0771'OLD HIGHWAY, 2.9 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A
 DS0771'CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0972 ***********************************************************************
 DS0972  DESIGNATION -  B 86
 DS0972  PID         -  DS0972
 DS0972  STATE/COUNTY-  NM/SOCORRO
 DS0972  USGS QUAD   -  MONTOYA BUTTE (1995)
 DS0972
 DS0972                         *CURRENT SURVEY CONTROL
 DS0972  ___________________________________________________________________
 DS0972* NAD 83(1986)-  33 34 10.     (N)    107 35 36.     (W)     SCALED    
 DS0972* NAVD 88     -      1875.007  (meters)    6151.59   (feet)  ADJUSTED  
 DS0972  ___________________________________________________________________
 DS0972  GEOID HEIGHT-         -22.30  (meters)                     GEOID03
 DS0972  DYNAMIC HT  -        1872.076 (meters)    6141.97  (feet)  COMP
 DS0972  MODELED GRAV-     979,007.8   (mgal)                       NAVD 88
 DS0972
 DS0972  VERT ORDER  -  SECOND    CLASS 0
 DS0972
 DS0972.The horizontal coordinates were scaled from a topographic map and have
 DS0972.an estimated accuracy of +/- 6 seconds.
 DS0972
 DS0972.The orthometric height was determined by differential leveling
 DS0972.and adjusted by the National Geodetic Survey in June 1991..
 DS0972
 DS0972.The geoid height was determined by GEOID03.
 DS0972
 DS0972.The dynamic height is computed by dividing the NAVD 88
 DS0972.geopotential number by the normal gravity value computed on the
 DS0972.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0972.degrees latitude (g = 980.6199 gals.).
 DS0972
 DS0972.The modeled gravity was interpolated from observed gravity values.
 DS0972
 DS0972;                    North         East    Units  Estimated Accuracy
 DS0972;SPC NM C     -   285,710.      375,280.      MT  (+/- 180 meters Scaled)
 DS0972
 DS0972                          SUPERSEDED SURVEY CONTROL
 DS0972
 DS0972  NGVD 29 (??/??/92) 1874.120  (m)         6148.68   (f) ADJ UNCH    2 0
 DS0972
 DS0972.Superseded values are not recommended for survey control.
 DS0972.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0972.See file dsdata.txt to determine how the superseded data were derived.
 DS0972
 DS0972_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBT592174(NAD 83)
 DS0972_MARKER: DB = BENCH MARK DISK
 DS0972_SETTING: 66 = SET IN ROCK OUTCROP
 DS0972_SP_SET: VOLCANIO ROCK
 DS0972_STAMPING: B-86 1934
 DS0972_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DS0972+STABILITY: POSITION/ELEVATION WELL
 DS0972
 DS0972  HISTORY     - Date     Condition        Report By
 DS0972  HISTORY     - 1934     MONUMENTED       CGS
 DS0972  HISTORY     - 1939     GOOD             NGS
 DS0972
 DS0972                          STATION DESCRIPTION
 DS0972
 DS0972'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DS0972'1.7 MI S FROM OJO CALIENTE.
 DS0972'1.7 M S ON ROAD TO MONTICELLO 21 FEET N OF A STREAM GAGE (WOODEN BOX
 DS0972'PAINTED BLACK) ON THE E EDGE OF THE ALAMOSO RIVER, 29 FEET E OF THE
 DS0972'CENTERLINE OF THE ROAD.  IN A PROMINENT BROWN VOLCANIC ROCK PROJECTION
 DS0972'TO THE NORTH OF THE STREAM GAGE, AND 4 FEET ABOVE THE GROUND SURFACE.
 DS0972'NOTE--CREEK BED WHICH THE LINE FOLLOWS IS THE ALAMOSA RIVER.
 DS0972
 DS0972                          STATION RECOVERY (1939)
 DS0972
 DS0972'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1939
 DS0972'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0721 ***********************************************************************
 CX0721  DESIGNATION -  B 87
 CX0721  PID         -  CX0721
 CX0721  STATE/COUNTY-  NM/DONA ANA
 CX0721  USGS QUAD   -  ORGAN PEAK NW (1955)
 CX0721
 CX0721                         *CURRENT SURVEY CONTROL
 CX0721  ___________________________________________________________________
 CX0721* NAD 83(1986)-  32 24 08.     (N)    106 39 56.     (W)     SCALED    
 CX0721* NAVD 88     -      1382.578  (meters)    4536.01   (feet)  ADJUSTED  
 CX0721  ___________________________________________________________________
 CX0721  GEOID HEIGHT-         -23.65  (meters)                     GEOID03
 CX0721  DYNAMIC HT  -        1380.472 (meters)    4529.10  (feet)  COMP
 CX0721  MODELED GRAV-     979,067.3   (mgal)                       NAVD 88
 CX0721
 CX0721  VERT ORDER  -  SECOND    CLASS 0
 CX0721
 CX0721.The horizontal coordinates were scaled from a topographic map and have
 CX0721.an estimated accuracy of +/- 6 seconds.
 CX0721
 CX0721.The orthometric height was determined by differential leveling
 CX0721.and adjusted by the National Geodetic Survey in June 1991..
 CX0721
 CX0721.The geoid height was determined by GEOID03.
 CX0721
 CX0721.The dynamic height is computed by dividing the NAVD 88
 CX0721.geopotential number by the normal gravity value computed on the
 CX0721.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0721.degrees latitude (g = 980.6199 gals.).
 CX0721
 CX0721.The modeled gravity was interpolated from observed gravity values.
 CX0721
 CX0721;                    North         East    Units  Estimated Accuracy
 CX0721;SPC NM C     -   155,540.      460,910.      MT  (+/- 180 meters Scaled)
 CX0721
 CX0721                          SUPERSEDED SURVEY CONTROL
 CX0721
 CX0721  NGVD 29 (??/??/92) 1381.946  (m)         4533.93   (f) ADJ UNCH    2 0
 CX0721
 CX0721.Superseded values are not recommended for survey control.
 CX0721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0721.See file dsdata.txt to determine how the superseded data were derived.
 CX0721
 CX0721_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR433862(NAD 83)
 CX0721_MARKER: DB = BENCH MARK DISK
 CX0721_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX0721_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CX0721_STAMPING: B 87 1934
 CX0721_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX0721+STABILITY: SURFACE MOTION
 CX0721
 CX0721  HISTORY     - Date     Condition        Report By
 CX0721  HISTORY     - 1934     MONUMENTED       CGS
 CX0721  HISTORY     - 1959     GOOD             USGS
 CX0721
 CX0721                          STATION DESCRIPTION
 CX0721
 CX0721'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 CX0721'10.0 MI NE FROM LAS CRUCES.
 CX0721'9.95 MILES NORTHEAST ALONG US HIGHWAY 70 FROM THE JUNCTION OF US
 CX0721'HIGHWAYS 80 AND 85 AT LAS CRUCES.  105 FEET NORTHEAST OF THE
 CX0721'CENTERLINE OF THE TRACK ROAD NORTH.  73.8 FEET NW OF THE CENTERLINE OF
 CX0721'THE WESTBOUND LANE OF DUAL HIGHWAY.  2.8 FEET SE OF THE RIGHT-OF-WAY
 CX0721'FENCE LINE AND 12.0 FEET SE OF THE RIGHT-OF-WAY CORNER POST. AN NGS
 CX0721'DISK IN TOP OF CONCRETE POST PROJECTING 0.5 FOOT. STAMPED B 87 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0303 ***********************************************************************
 CW0303  DESIGNATION -  B 89
 CW0303  PID         -  CW0303
 CW0303  STATE/COUNTY-  NM/CHAVES
 CW0303  USGS QUAD   -  ELK (1963)
 CW0303
 CW0303                         *CURRENT SURVEY CONTROL
 CW0303  ___________________________________________________________________
 CW0303* NAD 83(1986)-  32 55 01.     (N)    105 20 17.     (W)     SCALED    
 CW0303* NAVD 88     -      1803.757  (meters)    5917.83   (feet)  ADJUSTED  
 CW0303  ___________________________________________________________________
 CW0303  GEOID HEIGHT-         -20.64  (meters)                     GEOID03
 CW0303  DYNAMIC HT  -        1800.959 (meters)    5908.65  (feet)  COMP
 CW0303  MODELED GRAV-     979,022.1   (mgal)                       NAVD 88
 CW0303
 CW0303  VERT ORDER  -  SECOND    CLASS 0
 CW0303
 CW0303.The horizontal coordinates were scaled from a topographic map and have
 CW0303.an estimated accuracy of +/- 6 seconds.
 CW0303
 CW0303.The orthometric height was determined by differential leveling
 CW0303.and adjusted by the National Geodetic Survey in June 1991..
 CW0303
 CW0303.The geoid height was determined by GEOID03.
 CW0303
 CW0303.The dynamic height is computed by dividing the NAVD 88
 CW0303.geopotential number by the normal gravity value computed on the
 CW0303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0303.degrees latitude (g = 980.6199 gals.).
 CW0303
 CW0303.The modeled gravity was interpolated from observed gravity values.
 CW0303
 CW0303;                    North         East    Units  Estimated Accuracy
 CW0303;SPC NM E     -   212,990.       71,020.      MT  (+/- 180 meters Scaled)
 CW0303
 CW0303                          SUPERSEDED SURVEY CONTROL
 CW0303
 CW0303  NGVD 29 (??/??/92) 1803.027  (m)         5915.43   (f) ADJ UNCH    2 0
 CW0303
 CW0303.Superseded values are not recommended for survey control.
 CW0303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0303.See file dsdata.txt to determine how the superseded data were derived.
 CW0303
 CW0303_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDS683421(NAD 83)
 CW0303_MARKER: DB = BENCH MARK DISK
 CW0303_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CW0303_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CW0303_STAMPING: B-89 1934
 CW0303_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CW0303+STABILITY: SURFACE MOTION
 CW0303
 CW0303  HISTORY     - Date     Condition        Report By
 CW0303  HISTORY     - 1934     MONUMENTED       CGS
 CW0303
 CW0303                          STATION DESCRIPTION
 CW0303
 CW0303'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CW0303'9.9 MI E FROM MAYHILL.
 CW0303'9.9 MI. E. OF P.O. ALONG STATE NO. 83 121 FT. E. OF A GASOLINE PUMP,
 CW0303'40 FT. E. OF A GATE TO A PEBBLE-DASH RANCH HOUSE, 37 FT. W. OF THE
 CW0303'GATE ENTERING THE YARD, 47 FT. W. OF A TWO WIRE PHONE LINE, AND 28 FT.
 CW0303'S. OF THE CENTER LINE OF THE HWY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0281 ***********************************************************************
 CW0281  DESIGNATION -  B 90
 CW0281  PID         -  CW0281
 CW0281  STATE/COUNTY-  NM/EDDY
 CW0281  USGS QUAD   -  HOPE (1975)
 CW0281
 CW0281                         *CURRENT SURVEY CONTROL
 CW0281  ___________________________________________________________________
 CW0281* NAD 83(1986)-  32 48 37.     (N)    104 44 20.     (W)     SCALED    
 CW0281* NAVD 88     -      1249.821  (meters)    4100.45   (feet)  ADJUSTED  
 CW0281  ___________________________________________________________________
 CW0281  GEOID HEIGHT-         -22.54  (meters)                     GEOID03
 CW0281  DYNAMIC HT  -        1248.029 (meters)    4094.58  (feet)  COMP
 CW0281  MODELED GRAV-     979,160.7   (mgal)                       NAVD 88
 CW0281
 CW0281  VERT ORDER  -  SECOND    CLASS 0
 CW0281
 CW0281.The horizontal coordinates were scaled from a topographic map and have
 CW0281.an estimated accuracy of +/- 6 seconds.
 CW0281
 CW0281.The orthometric height was determined by differential leveling
 CW0281.and adjusted by the National Geodetic Survey in June 1991..
 CW0281
 CW0281.The geoid height was determined by GEOID03.
 CW0281
 CW0281.The dynamic height is computed by dividing the NAVD 88
 CW0281.geopotential number by the normal gravity value computed on the
 CW0281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0281.degrees latitude (g = 980.6199 gals.).
 CW0281
 CW0281.The modeled gravity was interpolated from observed gravity values.
 CW0281
 CW0281;                    North         East    Units  Estimated Accuracy
 CW0281;SPC NM E     -   200,790.      127,020.      MT  (+/- 180 meters Scaled)
 CW0281
 CW0281                          SUPERSEDED SURVEY CONTROL
 CW0281
 CW0281  NGVD 29 (??/??/92) 1249.290  (m)         4098.71   (f) ADJ UNCH    2 0
 CW0281
 CW0281.Superseded values are not recommended for survey control.
 CW0281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0281.See file dsdata.txt to determine how the superseded data were derived.
 CW0281
 CW0281_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES244302(NAD 83)
 CW0281_MARKER: DB = BENCH MARK DISK
 CW0281_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CW0281_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CW0281_STAMPING: B-90 1934
 CW0281_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CW0281+STABILITY: SURFACE MOTION
 CW0281
 CW0281  HISTORY     - Date     Condition        Report By
 CW0281  HISTORY     - 1934     MONUMENTED       CGS
 CW0281  HISTORY     - 1966     GOOD             NGS
 CW0281
 CW0281                          STATION DESCRIPTION
 CW0281
 CW0281'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CW0281'0.3 MI W FROM HOPE.
 CW0281'0.3 MI. W. ALONG STATE NO. 83 IN THE S.E. CORNER OF THE JUNCTION OF
 CW0281'STATE NO. 83 AND ROAD BEARING S., 83 FT. E. OF THE CENTER LINE OF ROAD
 CW0281'BEARING S., 28 FT. N. OF A ROAD BEARING S.E., 19 FT. S. OF AN
 CW0281'IRRIGATION DITCH, AND 57 FT. S. OF THE CENTER LINE OF HWY NO. 83.
 CW0281
 CW0281                          STATION RECOVERY (1966)
 CW0281
 CW0281'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 CW0281'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0355 ***********************************************************************
 DR0355  DESIGNATION -  B 91
 DR0355  PID         -  DR0355
 DR0355  STATE/COUNTY-  NM/CHAVES
 DR0355  USGS QUAD   -  HACKBERRY RANCH (1975)
 DR0355
 DR0355                         *CURRENT SURVEY CONTROL
 DR0355  ___________________________________________________________________
 DR0355* NAD 83(1986)-  33 05 25.     (N)    104 36 48.     (W)     SCALED    
 DR0355* NAVD 88     -      1144.597  (meters)    3755.23   (feet)  ADJUSTED  
 DR0355  ___________________________________________________________________
 DR0355  GEOID HEIGHT-         -22.84  (meters)                     GEOID03
 DR0355  DYNAMIC HT  -        1142.998 (meters)    3749.99  (feet)  COMP
 DR0355  MODELED GRAV-     979,201.7   (mgal)                       NAVD 88
 DR0355
 DR0355  VERT ORDER  -  SECOND    CLASS 0
 DR0355
 DR0355.The horizontal coordinates were scaled from a topographic map and have
 DR0355.an estimated accuracy of +/- 6 seconds.
 DR0355
 DR0355.The orthometric height was determined by differential leveling
 DR0355.and adjusted by the National Geodetic Survey in June 1991..
 DR0355
 DR0355.The geoid height was determined by GEOID03.
 DR0355
 DR0355.The dynamic height is computed by dividing the NAVD 88
 DR0355.geopotential number by the normal gravity value computed on the
 DR0355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0355.degrees latitude (g = 980.6199 gals.).
 DR0355
 DR0355.The modeled gravity was interpolated from observed gravity values.
 DR0355
 DR0355;                    North         East    Units  Estimated Accuracy
 DR0355;SPC NM E     -   231,800.      138,860.      MT  (+/- 180 meters Scaled)
 DR0355
 DR0355                          SUPERSEDED SURVEY CONTROL
 DR0355
 DR0355  NGVD 29 (??/??/92) 1144.032  (m)         3753.38   (f) ADJ UNCH    2 0
 DR0355
 DR0355.Superseded values are not recommended for survey control.
 DR0355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0355.See file dsdata.txt to determine how the superseded data were derived.
 DR0355
 DR0355_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES360613(NAD 83)
 DR0355_MARKER: DB = BENCH MARK DISK
 DR0355_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR0355_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DR0355_STAMPING: B-91 1934
 DR0355_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR0355+STABILITY: SURFACE MOTION
 DR0355
 DR0355  HISTORY     - Date     Condition        Report By
 DR0355  HISTORY     - 1934     MONUMENTED       CGS
 DR0355  HISTORY     - 1954     GOOD             USGS
 DR0355
 DR0355                          STATION DESCRIPTION
 DR0355
 DR0355'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 DR0355'41.1 MI NE FROM HOPE.
 DR0355'IN CHAVES COUNTY, 14 MI WEST ALONG STATE HWY. 83 FROM HOPE, EDDY
 DR0355'COUNTY, THENCE 27.1 MI. NORTHEAST ALONG STATE HWY. 13, 0.7 MI
 DR0355'SOUTHEAST OF RIO FELIX AND CARAREZ RANCH AND 87 FEET NORTHWEST OF
 DR0355'CENTER LINE OF HWY.  A STANDARD DISK STAMPED B-91 1934 AND SET IN THE
 DR0355'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0440 ***********************************************************************
 DR0440  DESIGNATION -  B 92
 DR0440  PID         -  DR0440
 DR0440  STATE/COUNTY-  NM/CHAVES
 DR0440  USGS QUAD   -  MARLEY DRAW (1962)
 DR0440
 DR0440                         *CURRENT SURVEY CONTROL
 DR0440  ___________________________________________________________________
 DR0440* NAD 83(1986)-  33 42 40.     (N)    104 33 32.     (W)     SCALED    
 DR0440* NAVD 88     -      1168.433  (meters)    3833.43   (feet)  POSTED    
 DR0440  ___________________________________________________________________
 DR0440  GEOID HEIGHT-         -23.28  (meters)                     GEOID03
 DR0440  DYNAMIC HT  -        1166.840 (meters)    3828.21  (feet)  COMP
 DR0440  MODELED GRAV-     979,233.5   (mgal)                       NAVD 88
 DR0440
 DR0440  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 DR0440
 DR0440.The horizontal coordinates were scaled from a topographic map and have
 DR0440.an estimated accuracy of +/- 6 seconds.
 DR0440
 DR0440.The orthometric height was determined by differential leveling
 DR0440.and adjusted by the National Geodetic Survey in 1992..
 DR0440.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 DR0440.rate of 0.0 thru 1.0 mm/km.
 DR0440
 DR0440.The geoid height was determined by GEOID03.
 DR0440
 DR0440.The dynamic height is computed by dividing the NAVD 88
 DR0440.geopotential number by the normal gravity value computed on the
 DR0440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0440.degrees latitude (g = 980.6199 gals.).
 DR0440
 DR0440.The modeled gravity was interpolated from observed gravity values.
 DR0440
 DR0440;                    North         East    Units  Estimated Accuracy
 DR0440;SPC NM E     -   300,640.      144,090.      MT  (+/- 180 meters Scaled)
 DR0440
 DR0440                          SUPERSEDED SURVEY CONTROL
 DR0440
 DR0440  NGVD 29 (??/??/92) 1167.848  (m)         3831.51   (f) ADJ UNCH    2 0
 DR0440
 DR0440.Superseded values are not recommended for survey control.
 DR0440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0440.See file dsdata.txt to determine how the superseded data were derived.
 DR0440
 DR0440_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SET408302(NAD 83)
 DR0440_MARKER: DB = BENCH MARK DISK
 DR0440_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR0440_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DR0440_STAMPING: B 92 1934
 DR0440_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR0440+STABILITY: SURFACE MOTION
 DR0440
 DR0440  HISTORY     - Date     Condition        Report By
 DR0440  HISTORY     - 1934     MONUMENTED       CGS
 DR0440  HISTORY     - 1962     GOOD             USGS
 DR0440
 DR0440                          STATION DESCRIPTION
 DR0440
 DR0440'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 DR0440'23.1 MI NW FROM ROSWELL.
 DR0440'22.5 MILES NORTHWEST ALONG U. S. HIGHWAY 285 FROM THE COURTHOUSE AT
 DR0440'ROSWELL, CHAVES COUNTY, RIGHT 0.6 MILE EAST ALONG DIRT ROAD TO CATTLE
 DR0440'GUARD, 890 FEET SOUTHWEST ALONG OLD HIGHWAY, 42 FEET EAST OF
 DR0440'CENTERLINE OF OLD HIGHWAY.  A STANDARD DISK STAMPED B 92 1934 AND SET
 DR0440'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0142 ***********************************************************************
 EP0142  DESIGNATION -  B 93
 EP0142  PID         -  EP0142
 EP0142  STATE/COUNTY-  NM/LINCOLN
 EP0142  USGS QUAD   -  RAMON (1982)
 EP0142
 EP0142                         *CURRENT SURVEY CONTROL
 EP0142  ___________________________________________________________________
 EP0142* NAD 83(1986)-  34 14 49.     (N)    104 55 36.     (W)     SCALED    
 EP0142* NAVD 88     -      1597.600  (meters)    5241.46   (feet)  ADJUSTED  
 EP0142  ___________________________________________________________________
 EP0142  GEOID HEIGHT-         -22.53  (meters)                     GEOID03
 EP0142  DYNAMIC HT  -        1595.319 (meters)    5233.98  (feet)  COMP
 EP0142  MODELED GRAV-     979,152.2   (mgal)                       NAVD 88
 EP0142
 EP0142  VERT ORDER  -  SECOND    CLASS 0
 EP0142
 EP0142.The horizontal coordinates were scaled from a topographic map and have
 EP0142.an estimated accuracy of +/- 6 seconds.
 EP0142
 EP0142.The orthometric height was determined by differential leveling
 EP0142.and adjusted by the National Geodetic Survey in June 1991..
 EP0142
 EP0142.The geoid height was determined by GEOID03.
 EP0142
 EP0142.The dynamic height is computed by dividing the NAVD 88
 EP0142.geopotential number by the normal gravity value computed on the
 EP0142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EP0142.degrees latitude (g = 980.6199 gals.).
 EP0142
 EP0142.The modeled gravity was interpolated from observed gravity values.
 EP0142
 EP0142;                    North         East    Units  Estimated Accuracy
 EP0142;SPC NM C     -   360,840.      621,890.      MT  (+/- 180 meters Scaled)
 EP0142
 EP0142                          SUPERSEDED SURVEY CONTROL
 EP0142
 EP0142  NGVD 29 (??/??/92) 1596.831  (m)         5238.94   (f) ADJ UNCH    2 0
 EP0142
 EP0142.Superseded values are not recommended for survey control.
 EP0142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EP0142.See file dsdata.txt to determine how the superseded data were derived.
 EP0142
 EP0142_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SET067895(NAD 83)
 EP0142_MARKER: DB = BENCH MARK DISK
 EP0142_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EP0142_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EP0142_STAMPING: B 93 1934
 EP0142_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EP0142+STABILITY: SURFACE MOTION
 EP0142
 EP0142  HISTORY     - Date     Condition        Report By
 EP0142  HISTORY     - 1934     MONUMENTED       CGS
 EP0142  HISTORY     - 1966     GOOD             USGS
 EP0142
 EP0142                          STATION DESCRIPTION
 EP0142
 EP0142'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 EP0142'1.8 MI NW FROM RAMON.
 EP0142'RAMON, 1.5 MI. WEST OF ALONG GRADED RD., GO THROUGH GATE IN N-S. FENCE
 EP0142'AND GATE IN E-W. FENCE, THENCE NORTH ABOUT 1300 FT. ALONG FENCE,
 EP0142'THENCE NORTH 0.8 MI. ALONG TRACK RD.  ABOUT 65 YARDS EAST OF THE
 EP0142'CORNER BETWEEN SECS. 3,2,20,11, T 1 S, R 19 E.  39 FT. EAST OF THE
 EP0142'CENTERLINE RD.  A STANDARD DISK, STAMPED B 93 1934 AND SET IN THE TOP
 EP0142'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0223 ***********************************************************************
 DR0223  DESIGNATION -  B 94
 DR0223  PID         -  DR0223
 DR0223  STATE/COUNTY-  NM/CHAVES
 DR0223  USGS QUAD   -  BITTER LAKE (1975)
 DR0223
 DR0223                         *CURRENT SURVEY CONTROL
 DR0223  ___________________________________________________________________
 DR0223* NAD 83(1986)-  33 22 32.     (N)    104 27 35.     (W)     SCALED    
 DR0223* NAVD 88     -      1081.077  (meters)    3546.83   (feet)  POSTED    
 DR0223  ___________________________________________________________________
 DR0223  GEOID HEIGHT-         -23.22  (meters)                     GEOID03
 DR0223  DYNAMIC HT  -        1079.610 (meters)    3542.02  (feet)  COMP
 DR0223  MODELED GRAV-     979,243.1   (mgal)                       NAVD 88
 DR0223
 DR0223  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 DR0223
 DR0223.The horizontal coordinates were scaled from a topographic map and have
 DR0223.an estimated accuracy of +/- 6 seconds.
 DR0223
 DR0223.The orthometric height was determined by differential leveling
 DR0223.and adjusted by the National Geodetic Survey in 1992..
 DR0223.No vertical observational check was made to the station.
 DR0223.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 DR0223.was located on a no-check spur therefore a value was not computed.
 DR0223
 DR0223.The geoid height was determined by GEOID03.
 DR0223
 DR0223.The dynamic height is computed by dividing the NAVD 88
 DR0223.geopotential number by the normal gravity value computed on the
 DR0223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0223.degrees latitude (g = 980.6199 gals.).
 DR0223
 DR0223.The modeled gravity was interpolated from observed gravity values.
 DR0223
 DR0223;                    North         East    Units  Estimated Accuracy
 DR0223;SPC NM E     -   263,410.      153,240.      MT  (+/- 180 meters Scaled)
 DR0223
 DR0223                          SUPERSEDED SURVEY CONTROL
 DR0223
 DR0223  NGVD 29 (??/??/92) 1080.560  (m)         3545.14   (f) ADJ UNCH    2 0
 DR0223
 DR0223.Superseded values are not recommended for survey control.
 DR0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0223.See file dsdata.txt to determine how the superseded data were derived.
 DR0223
 DR0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES502930(NAD 83)
 DR0223_MARKER: DB = BENCH MARK DISK
 DR0223_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR0223_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DR0223_STAMPING: B-94 1934
 DR0223_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR0223+STABILITY: SURFACE MOTION
 DR0223
 DR0223  HISTORY     - Date     Condition        Report By
 DR0223  HISTORY     - 1934     MONUMENTED       CGS
 DR0223  HISTORY     - 1943     MARK NOT FOUND   NGS
 DR0223  HISTORY     - 20020131 MARK NOT FOUND   USPSQD
 DR0223
 DR0223                          STATION DESCRIPTION
 DR0223
 DR0223'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DR0223'5.0 MI E FROM ROSWELL.
 DR0223'5.0 MI. E. ALONG U.S. NO. 380 AT A RIGHT ANGLE TURN, 35 YDS. W. OF
 DR0223'SHADY GROVE FILLING STA., 58 FT. S.W. OF THE CENTER LINE OF HWY., AND
 DR0223'4 FT. E. OF THE FENCE LINE.
 DR0223
 DR0223                          STATION RECOVERY (1943)
 DR0223
 DR0223'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1943
 DR0223'MARK NOT FOUND.
 DR0223
 DR0223                          STATION RECOVERY (2002)
 DR0223
 DR0223'RECOVERY NOTE BY US POWER SQUADRON 2002 (RLF)
 DR0223'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0325 ***********************************************************************
 CV0325  DESIGNATION -  B 96
 CV0325  PID         -  CV0325
 CV0325  STATE/COUNTY-  NM/LEA
 CV0325  USGS QUAD   -  RATTLESNAKE CANYON (1979)
 CV0325
 CV0325                         *CURRENT SURVEY CONTROL
 CV0325  ___________________________________________________________________
 CV0325* NAD 83(1986)-  32 19 01.     (N)    103 11 00.     (W)     SCALED    
 CV0325* NAVD 88     -      1011.645  (meters)    3319.04   (feet)  ADJUSTED  
 CV0325  ___________________________________________________________________
 CV0325  GEOID HEIGHT-         -22.70  (meters)                     GEOID03
 CV0325  DYNAMIC HT  -        1010.247 (meters)    3314.45  (feet)  COMP
 CV0325  MODELED GRAV-     979,221.8   (mgal)                       NAVD 88
 CV0325
 CV0325  VERT ORDER  -  SECOND    CLASS 0
 CV0325
 CV0325.The horizontal coordinates were scaled from a topographic map and have
 CV0325.an estimated accuracy of +/- 6 seconds.
 CV0325
 CV0325.The orthometric height was determined by differential leveling
 CV0325.and adjusted by the National Geodetic Survey in June 1991..
 CV0325
 CV0325.The geoid height was determined by GEOID03.
 CV0325
 CV0325.The dynamic height is computed by dividing the NAVD 88
 CV0325.geopotential number by the normal gravity value computed on the
 CV0325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0325.degrees latitude (g = 980.6199 gals.).
 CV0325
 CV0325.The modeled gravity was interpolated from observed gravity values.
 CV0325
 CV0325;                    North         East    Units  Estimated Accuracy
 CV0325;SPC NM E     -   146,590.      273,290.      MT  (+/- 180 meters Scaled)
 CV0325
 CV0325                          SUPERSEDED SURVEY CONTROL
 CV0325
 CV0325  NGVD 29 (??/??/92) 1011.255  (m)         3317.76   (f) ADJ UNCH    2 0
 CV0325
 CV0325.Superseded values are not recommended for survey control.
 CV0325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0325.See file dsdata.txt to determine how the superseded data were derived.
 CV0325
 CV0325_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFR710770(NAD 83)
 CV0325_MARKER: DB = BENCH MARK DISK
 CV0325_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0325_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CV0325_STAMPING: B-96 1935
 CV0325_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CV0325+STABILITY: SURFACE MOTION
 CV0325
 CV0325  HISTORY     - Date     Condition        Report By
 CV0325  HISTORY     - 1935     MONUMENTED       CGS
 CV0325
 CV0325                          STATION DESCRIPTION
 CV0325
 CV0325'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 CV0325'8.9 MI S FROM EUNICE.
 CV0325'8.9 MI. S. ALONG T. AND N.M. RY. 0.05 MI. N. OF A GRADE CROSSING, 51
 CV0325'FT. W. OF THE CENTER LINE OF TRACK, 20 FT. S. OF MILE POST NO. 57, 21
 CV0325'FT. E. OF THE CENTER LINE OF HWY., AND 1 FT. E. OF R.O.W. FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0121 ***********************************************************************
 CW0121  DESIGNATION -  B 97
 CW0121  PID         -  CW0121
 CW0121  STATE/COUNTY-  NM/EDDY
 CW0121  USGS QUAD   -  ILLINOIS CAMP SE (1985)
 CW0121
 CW0121                         *CURRENT SURVEY CONTROL
 CW0121  ___________________________________________________________________
 CW0121* NAD 83(1986)-  32 30 58.     (N)    104 03 51.     (W)     SCALED    
 CW0121* NAVD 88     -      1009.067  (meters)    3310.58   (feet)  POSTED    
 CW0121  ___________________________________________________________________
 CW0121  GEOID HEIGHT-         -24.04  (meters)                     GEOID03
 CW0121  DYNAMIC HT  -        1007.640 (meters)    3305.90  (feet)  COMP
 CW0121  MODELED GRAV-     979,186.1   (mgal)                       NAVD 88
 CW0121
 CW0121  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 CW0121
 CW0121.The horizontal coordinates were scaled from a topographic map and have
 CW0121.an estimated accuracy of +/- 6 seconds.
 CW0121
 CW0121.The orthometric height was determined by differential leveling
 CW0121.and adjusted by the National Geodetic Survey in 1992..
 CW0121.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 CW0121.rate of 0.0 thru 1.0 mm/km.
 CW0121
 CW0121.The geoid height was determined by GEOID03.
 CW0121
 CW0121.The dynamic height is computed by dividing the NAVD 88
 CW0121.geopotential number by the normal gravity value computed on the
 CW0121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0121.degrees latitude (g = 980.6199 gals.).
 CW0121
 CW0121.The modeled gravity was interpolated from observed gravity values.
 CW0121
 CW0121;                    North         East    Units  Estimated Accuracy
 CW0121;SPC NM E     -   168,130.      190,290.      MT  (+/- 180 meters Scaled)
 CW0121
 CW0121                          SUPERSEDED SURVEY CONTROL
 CW0121
 CW0121  NGVD 29 (??/??/92) 1008.584  (m)         3309.00   (f) ADJ UNCH    2 0
 CW0121
 CW0121.Superseded values are not recommended for survey control.
 CW0121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0121.See file dsdata.txt to determine how the superseded data were derived.
 CW0121
 CW0121_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SER878980(NAD 83)
 CW0121_MARKER: DB = BENCH MARK DISK
 CW0121_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CW0121_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CW0121_STAMPING: B-97 1935
 CW0121_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CW0121+STABILITY: SURFACE MOTION
 CW0121
 CW0121  HISTORY     - Date     Condition        Report By
 CW0121  HISTORY     - 1935     MONUMENTED       CGS
 CW0121
 CW0121                          STATION DESCRIPTION
 CW0121
 CW0121'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 CW0121'11.5 MI E FROM CARLSBAD.
 CW0121'11.5 MI. E. OF COURTHOUSE ALONG U.S. NO. 62 0.1 MI. E. OF A CONC.
 CW0121'CULVERT, 77 FT. N. OF THE CENTER LINE OF HWY., AND 7 FT. W. OF HWY.
 CW0121'STA. NO. 616 PLUS 00 (T RAIL PAINTED YELLOW WITH BLACK NUMBERS).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0328 ***********************************************************************
 DQ0328  DESIGNATION -  B 98
 DQ0328  PID         -  DQ0328
 DQ0328  STATE/COUNTY-  NM/LEA
 DQ0328  USGS QUAD   -  HILLBURN CITY (1984)
 DQ0328
 DQ0328                         *CURRENT SURVEY CONTROL
 DQ0328  ___________________________________________________________________
 DQ0328* NAD 83(1986)-  33 01 50.     (N)    103 19 03.     (W)     SCALED    
 DQ0328* NAVD 88     -      1194.791  (meters)    3919.91   (feet)  ADJUSTED  
 DQ0328  ___________________________________________________________________
 DQ0328  GEOID HEIGHT-         -21.78  (meters)                     GEOID03
 DQ0328  DYNAMIC HT  -        1193.166 (meters)    3914.58  (feet)  COMP
 DQ0328  MODELED GRAV-     979,235.6   (mgal)                       NAVD 88
 DQ0328
 DQ0328  VERT ORDER  -  SECOND    CLASS 0
 DQ0328
 DQ0328.The horizontal coordinates were scaled from a topographic map and have
 DQ0328.an estimated accuracy of +/- 6 seconds.
 DQ0328
 DQ0328.The orthometric height was determined by differential leveling
 DQ0328.and adjusted by the National Geodetic Survey in June 1991..
 DQ0328
 DQ0328.The geoid height was determined by GEOID03.
 DQ0328
 DQ0328.The dynamic height is computed by dividing the NAVD 88
 DQ0328.geopotential number by the normal gravity value computed on the
 DQ0328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0328.degrees latitude (g = 980.6199 gals.).
 DQ0328
 DQ0328.The modeled gravity was interpolated from observed gravity values.
 DQ0328
 DQ0328;                    North         East    Units  Estimated Accuracy
 DQ0328;SPC NM E     -   225,600.      259,890.      MT  (+/- 180 meters Scaled)
 DQ0328
 DQ0328                          SUPERSEDED SURVEY CONTROL
 DQ0328
 DQ0328  NGVD 29 (??/??/92) 1194.362  (m)         3918.50   (f) ADJ UNCH    2 0
 DQ0328
 DQ0328.Superseded values are not recommended for survey control.
 DQ0328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0328.See file dsdata.txt to determine how the superseded data were derived.
 DQ0328
 DQ0328_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFS571559(NAD 83)
 DQ0328_MARKER: DB = BENCH MARK DISK
 DQ0328_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0328_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DQ0328_STAMPING: B-98 1934
 DQ0328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0328+STABILITY: SURFACE MOTION
 DQ0328
 DQ0328  HISTORY     - Date     Condition        Report By
 DQ0328  HISTORY     - 1934     MONUMENTED       CGS
 DQ0328  HISTORY     - 1935     GOOD             NGS
 DQ0328  HISTORY     - 1970     MARK NOT FOUND   NGS
 DQ0328
 DQ0328                          STATION DESCRIPTION
 DQ0328
 DQ0328'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DQ0328'6.5 MI N FROM LOVINGTON.
 DQ0328'6.5 MI. N. OF COURTHOUSE ALONG STATE NO. 18 0.3 MI. N. OF SIDE ROAD TO
 DQ0328'THE W., 55 FT. E. OF THE CENTER LINE OF HWY., AND 27 FT. E. OF PRESENT
 DQ0328'FENCE LINE.
 DQ0328
 DQ0328                          STATION RECOVERY (1970)
 DQ0328
 DQ0328'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 DQ0328'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0464 ***********************************************************************
 DR0464  DESIGNATION -  B 99
 DR0464  PID         -  DR0464
 DR0464  STATE/COUNTY-  NM/CHAVES
 DR0464  USGS QUAD   -  DUNLAP SILL (1982)
 DR0464
 DR0464                         *CURRENT SURVEY CONTROL
 DR0464  ___________________________________________________________________
 DR0464* NAD 83(1986)-  33 57 58.     (N)    104 35 28.     (W)     SCALED    
 DR0464* NAVD 88     -      1379.244  (meters)    4525.07   (feet)  ADJUSTED  
 DR0464  ___________________________________________________________________
 DR0464  GEOID HEIGHT-         -23.33  (meters)                     GEOID03
 DR0464  DYNAMIC HT  -        1377.337 (meters)    4518.81  (feet)  COMP
 DR0464  MODELED GRAV-     979,205.8   (mgal)                       NAVD 88
 DR0464
 DR0464  VERT ORDER  -  SECOND    CLASS 0
 DR0464
 DR0464.The horizontal coordinates were scaled from a topographic map and have
 DR0464.an estimated accuracy of +/- 6 seconds.
 DR0464
 DR0464.The orthometric height was determined by differential leveling
 DR0464.and adjusted by the National Geodetic Survey in June 1991..
 DR0464
 DR0464.The geoid height was determined by GEOID03.
 DR0464
 DR0464.The dynamic height is computed by dividing the NAVD 88
 DR0464.geopotential number by the normal gravity value computed on the
 DR0464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0464.degrees latitude (g = 980.6199 gals.).
 DR0464
 DR0464.The modeled gravity was interpolated from observed gravity values.
 DR0464
 DR0464;                    North         East    Units  Estimated Accuracy
 DR0464;SPC NM E     -   328,930.      141,180.      MT  (+/- 180 meters Scaled)
 DR0464
 DR0464                          SUPERSEDED SURVEY CONTROL
 DR0464
 DR0464  NGVD 29 (??/??/92) 1378.602  (m)         4522.96   (f) ADJ UNCH    2 0
 DR0464
 DR0464.Superseded values are not recommended for survey control.
 DR0464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0464.See file dsdata.txt to determine how the superseded data were derived.
 DR0464
 DR0464_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SET377584(NAD 83)
 DR0464_MARKER: DB = BENCH MARK DISK
 DR0464_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR0464_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DR0464_STAMPING: B 99 1934
 DR0464_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR0464+STABILITY: SURFACE MOTION
 DR0464
 DR0464  HISTORY     - Date     Condition        Report By
 DR0464  HISTORY     - 1934     MONUMENTED       CGS
 DR0464  HISTORY     - 1967     GOOD             USGS
 DR0464
 DR0464                          STATION DESCRIPTION
 DR0464
 DR0464'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 DR0464'9.2 MI S FROM DUNLAP.
 DR0464'IN CHAVES COUNTY, ABOUT 8.6 MILES SOUTH ALONG STATE HIGHWAY 20 FROM
 DR0464'DUNLAP, DE BACA COUNTY, THENCE 0.6 MILES WEST ALONG A TRACK ROAD. 192
 DR0464'FEET SOUTH OF A GATE, ALONG A NORTH-SOUTH ROAD AND 53 FEET EAST. A
 DR0464'STANDARD DISK STAMPED B 99 1934 AND SET IN THE TOP OF A CONCRETE POST
 DR0464'PROJECTING 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0950 ***********************************************************************
 DR0950  DESIGNATION -  BACA
 DR0950  PID         -  DR0950
 DR0950  STATE/COUNTY-  NM/LINCOLN
 DR0950  USGS QUAD   -  CAPITAN PEAK (1981)
 DR0950
 DR0950                         *CURRENT SURVEY CONTROL
 DR0950  ___________________________________________________________________
 DR0950* NAD 83(1992)-  33 31 40.92578(N)    105 22 19.54833(W)     ADJUSTED  
 DR0950* NAVD 88     -      2077.7    (meters)    6817.     (feet)  VERTCON   
 DR0950  ___________________________________________________________________
 DR0950  LAPLACE CORR-          -5.66  (seconds)                    DEFLEC99
 DR0950  GEOID HEIGHT-         -20.22  (meters)                     GEOID03
 DR0950
 DR0950  HORZ ORDER  -  THIRD
 DR0950
 DR0950.The horizontal coordinates were established by classical geodetic methods
 DR0950.and adjusted by the National Geodetic Survey in December 1993..
 DR0950
 DR0950.The NAVD 88 height was computed by applying the VERTCON shift value to
 DR0950.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DR0950
 DR0950.The Laplace correction was computed from DEFLEC99 derived deflections.
 DR0950
 DR0950.The geoid height was determined by GEOID03.
 DR0950
 DR0950;                    North         East     Units Scale Factor Converg.
 DR0950;SPC NM C     -   280,654.678   581,543.795   MT  0.99998195   +0 29 05.8
 DR0950;SPC NM C     -   920,781.22  1,907,948.27   sFT  0.99998195   +0 29 05.8
 DR0950;UTM  13      - 3,709,889.404   465,448.703   MT  0.99961472   -0 12 19.9
 DR0950
 DR0950!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR0950!SPC NM C     -   0.99967709  x   0.99998195  =   0.99965905
 DR0950!UTM  13      -   0.99967709  x   0.99961472  =   0.99929193
 DR0950
 DR0950:                Primary Azimuth Mark                     Grid Az
 DR0950:SPC NM C     -  SUMMIT                                   004 25 32.7
 DR0950:UTM  13      -  SUMMIT                                   005 06 58.4
 DR0950
 DR0950|---------------------------------------------------------------------|
 DR0950| PID    Reference Object                     Distance      Geod. Az  |
 DR0950|                                                           dddmmss.s |
 DR0950| DR0949 SUMMIT                              APPROX. 8.7 KM 0045438.5 |
 DR0950|---------------------------------------------------------------------|
 DR0950
 DR0950                          SUPERSEDED SURVEY CONTROL
 DR0950
 DR0950  NAD 83(1986)-  33 31 40.93145(N)    105 22 19.54787(W) AD(       ) 3
 DR0950  NAD 27      -  33 31 40.62609(N)    105 22 17.60942(W) AD(       ) 3
 DR0950  NGVD 29 (07/19/86) 2077.0    (m)         6814.     (f) VERT ANG       
 DR0950
 DR0950.Superseded values are not recommended for survey control.
 DR0950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0950.See file dsdata.txt to determine how the superseded data were derived.
 DR0950
 DR0950_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDT6544909889(NAD 83)
 DR0950
 DR0950  HISTORY     - Date     Condition        Report By
 DR0950  HISTORY     - UNK      MONUMENTED
 DR0950  HISTORY     - 1976     GOOD             USGS
 DR0950
 DR0950                          STATION DESCRIPTION
 DR0950
 DR0950'DESCRIBED BY US GEOLOGICAL SURVEY 1976
 DR0950'AT THE U.S. FOREST SERVICE FIRE LOOKOUT TOWER, DESIGNATED AS
 DR0950'---BACA TOWER---, ABOUT 15 MI. E. OF CAPITAN.
 DR0950'
 DR0950'STATION REACHED BY TRAIL FROM BACA RANCH RANGER STATION, DISTANT
 DR0950'ABOUT 1 MI.
 DR0950'
 DR0950'STATION MARK--STANDARD TABLET, CEMENTED IN ROCK PLACED FLUSH WITH
 DR0950'GROUND, UNDER CENTER OF FIRE LOOKOUT TOWER, AND STAMPED ---D 1934
 DR0950'BACA---.
 DR0950'
 DR0950'REFERENCE MARK--STANDARD REFERENCE TABLET, CEMENTED IN ROCK IN
 DR0950'PLACE, 17.38 FT. FROM STATION, S 43 DEG 41 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1504 ***********************************************************************
 GL1504  DESIGNATION -  BADA
 GL1504  PID         -  GL1504
 GL1504  STATE/COUNTY-  NM/UNION
 GL1504  USGS QUAD   -  GLADSTONE (1977)
 GL1504
 GL1504                         *CURRENT SURVEY CONTROL
 GL1504  ___________________________________________________________________
 GL1504* NAD 83(1992)-  36 15 24.26533(N)    103 59 59.69773(W)     ADJUSTED  
 GL1504* NAVD 88     -      1911.9    (meters)    6273.     (feet)  VERTCON   
 GL1504  ___________________________________________________________________
 GL1504  LAPLACE CORR-          -3.99  (seconds)                    DEFLEC99
 GL1504  GEOID HEIGHT-         -19.23  (meters)                     GEOID03
 GL1504
 GL1504  HORZ ORDER  -  FIRST
 GL1504
 GL1504.The horizontal coordinates were established by classical geodetic methods
 GL1504.and adjusted by the National Geodetic Survey in December 1993..
 GL1504
 GL1504.The NAVD 88 height was computed by applying the VERTCON shift value to
 GL1504.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GL1504
 GL1504.The Laplace correction was computed from DEFLEC99 derived deflections.
 GL1504
 GL1504.The geoid height was determined by GEOID03.
 GL1504
 GL1504;                    North         East     Units Scale Factor Converg.
 GL1504;SPC NM E     -   583,055.165   194,961.717   MT  0.99992015   +0 11 49.9
 GL1504;SPC NM E     - 1,912,906.82    639,636.90   sFT  0.99992015   +0 11 49.9
 GL1504;UTM  13      - 4,012,889.071   589,843.511   MT  0.99969945   +0 35 29.4
 GL1504
 GL1504!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GL1504!SPC NM E     -   0.99970304  x   0.99992015  =   0.99962322
 GL1504!UTM  13      -   0.99970304  x   0.99969945  =   0.99940258
 GL1504
 GL1504:                Primary Azimuth Mark                     Grid Az
 GL1504:SPC NM E     -  BADA AZ MK                               045 39 42.7
 GL1504:UTM  13      -  BADA AZ MK                               045 16 03.2
 GL1504
 GL1504|---------------------------------------------------------------------|
 GL1504| PID    Reference Object                     Distance      Geod. Az  |
 GL1504|                                                           dddmmss.s |
 GL1504| CM8326 BADA AZ MK                                         0455132.6 |
 GL1504| CM8327 BADA RM 1                             6.845 METERS 07525     |
 GL1504| CM8328 BADA RM 2                             4.458 METERS 13254     |
 GL1504|---------------------------------------------------------------------|
 GL1504
 GL1504                          SUPERSEDED SURVEY CONTROL
 GL1504
 GL1504  NAD 83(1986)-  36 15 24.27381(N)    103 59 59.69514(W) AD(       ) 1
 GL1504  NAD 27      -  36 15 24.16520(N)    103 59 57.79720(W) AD(       ) 1
 GL1504  NGVD 29 (07/19/86) 1911.1    (m)         6270.     (f) VERT ANG       
 GL1504
 GL1504.Superseded values are not recommended for survey control.
 GL1504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1504.See file dsdata.txt to determine how the superseded data were derived.
 GL1504
 GL1504_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEA8984412889(NAD 83)
 GL1504_MARKER: DS = TRIANGULATION STATION DISK
 GL1504_SETTING: 80 = SET IN A BOULDER
 GL1504_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 GL1504
 GL1504  HISTORY     - Date     Condition        Report By
 GL1504  HISTORY     - 1960     MONUMENTED       CGS
 GL1504  HISTORY     - 1970     GOOD             DMA
 GL1504
 GL1504                          STATION DESCRIPTION
 GL1504
 GL1504'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (HWK)
 GL1504'THE STATION IS APPROXIMATELY 15 MILES EAST OF ABBOTT, 7
 GL1504'MILES SOUTH OF FARLEY, IN THE NORTHWEST QUARTER OF SECTION 6,
 GL1504'T 23 N, R 28 E, ON THE HIGHEST POINT OF A LARGE HILL, ON
 GL1504'PROPERTY OWNED BY MR. AL BADA.
 GL1504'
 GL1504'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 56
 GL1504'AND STATE HIGHWAY 39 IN ABBOTT, GO EAST ON HIGHWAY 56 FOR
 GL1504'11.4 MILES TO THE JUNCTION WITH STATE HIGHWAY 193 ON THE
 GL1504'LEFT.  CONTINUE EAST ON HIGHWAY 56 FOR 1.9 MILES TO A CROSSROAD
 GL1504'AT THE COUNTY LINE.  TURN RIGHT, SOUTH, ON GRADED ROAD 1
 GL1504'MILE TO A SIDE ROAD ON THE LEFT.  CONTINUE SOUTH ON GRADED
 GL1504'ROAD 0.55 MILE TO A ROAD FORK AND A RANCH HOUSE ON THE
 GL1504'RIGHT.  TAKE LEFT FORK FOR 0.6 MILE TO A CATTLE GUARD.  CROSS
 GL1504'CATTLE GUARD AND CONTINUE STRAIGHT AHEAD FOR 1.0 MILE
 GL1504'TO A REVERSE Y AND THE AZIMUTH MARK ON THE RIGHT.  BARE
 GL1504'RIGHT AND GO 0.1 MILE TO A RANCH HOUSE ON THE RIGHT.  TURN
 GL1504'RIGHT INTO DRIVEWAY AND GO TO THE BACK OF MR. BADAS
 GL1504'HOUSE, THEN KEEP LEFT AROUND CELLAR AND GO SOUTHWEST ON
 GL1504'A TRACK ROAD ALONG THE SOUTHWEST EDGE OF A FIELD FOR 0.1 MILE
 GL1504'TO A GATE.  TURN RIGHT THROUGH GATE, THEN BARE LEFT ON THE
 GL1504'TRACK ROAD AND GO 0.1 MILE TO A FORK.  CONTINUE
 GL1504'STRAIGHT AHEAD, SOUTHWEST, ON THE TRACK ROAD FOR 0.3 MILE
 GL1504'TO A FENCE CORNER ON THE LEFT.  TURN RIGHT, NORTH FOR
 GL1504'0.15 MILE TO THE END OF TRUCK TRAVEL.  PACK NORTHERLY TO
 GL1504'SADDLE BETWEEN TWO HILLS, THEN BARE LEFT AND PACK TO THE
 GL1504'HIGHEST POINT ON THE NORTH ONE OF THE TWO HILLS.
 GL1504'
 GL1504'STATION MARK, A STANDARD DISK STAMPED BADA 1960.  IT IS
 GL1504'CEMENTED IN A DRILL HOLE IN A BOULDER 24 INCHES IN LENGTH
 GL1504'AND 18 INCHES WIDE AND PROJECTS 12 INCHES.
 GL1504'
 GL1504'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED BADA NO 1
 GL1504'1960, IS CEMENTED IN A DRILL HOLE IN A BOULDER 5 FEET IN LENGTH
 GL1504'AND 4 FEET WIDE AND PROJECTS 10 INCHES.  IT IS ABOUT 2 FEET
 GL1504'LOWER THAN THE STATION.
 GL1504'
 GL1504'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED BADA NO 2
 GL1504'1960, IS CEMENTED IN A DRILL HOLE IN A LARGE IRREGULAR BOULDER
 GL1504'ABOUT THE SAME ELEVATION AS THE STATION.
 GL1504'
 GL1504'AZIMUTH MARK, A STANDARD DISK STAMPED BADA 1960, IS
 GL1504'CEMENTED IN A DRILL HOLE IN A BOULDER 2 FEET IN LENGTH AND 14
 GL1504'INCHES WIDE AND PROJECTS 14 INCHES.  IT IS 73 FEET SOUTHWEST
 GL1504'OF THE CENTER OF THE GRADED ROAD AND 3 FEET SOUTHEAST OF A
 GL1504'METAL WITNESS POST.
 GL1504'
 GL1504'NOTE--REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
 GL1504
 GL1504                          STATION RECOVERY (1970)
 GL1504
 GL1504'RECOVERY NOTE BY DEFENSE MAP AGENCY 1970 (PP)
 GL1504'STA. MK. AZ. MK AND R.M.S ALL FOUND IN GOOD CONDITION.
 GL1504'
 GL1504'DESCRIPTION ADEQUATE TO REACH STA (BADA) AND AZ. MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1485 ***********************************************************************
 CX1485  DESIGNATION -  BAIRD
 CX1485  PID         -  CX1485
 CX1485  STATE/COUNTY-  NM/OTERO
 CX1485  USGS QUAD   -  LAKE LUCERO NE (1982)
 CX1485
 CX1485                         *CURRENT SURVEY CONTROL
 CX1485  ___________________________________________________________________
 CX1485* NAD 83(1992)-  32 40 25.61248(N)    106 17 41.59038(W)     ADJUSTED  
 CX1485* NAVD 88     -      1211.77   (+/-2cm)    3975.6    (feet)  VERTCON   
 CX1485  ___________________________________________________________________
 CX1485  LAPLACE CORR-           1.17  (seconds)                    DEFLEC99
 CX1485  GEOID HEIGHT-         -23.37  (meters)                     GEOID03
 CX1485
 CX1485  HORZ ORDER  -  FIRST
 CX1485  VERT ORDER  -  THIRD ? (See Below)
 CX1485
 CX1485.The horizontal coordinates were established by classical geodetic methods
 CX1485.and adjusted by the National Geodetic Survey in December 1993..
 CX1485
 CX1485.The NAVD 88 height was computed by applying the VERTCON shift value to
 CX1485.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CX1485.The vertical order pertains to the NGVD 29 superseded value.
 CX1485
 CX1485.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1485
 CX1485.The geoid height was determined by GEOID03.
 CX1485
 CX1485;                    North         East     Units Scale Factor Converg.
 CX1485;SPC NM C     -   185,577.881   495,790.291   MT  0.99990022   -0 01 27.2
 CX1485;SPC NM C     -   608,850.10  1,626,605.31   sFT  0.99990022   -0 01 27.2
 CX1485;UTM  13      - 3,615,863.972   378,589.599   MT  0.99978176   -0 41 56.9
 CX1485
 CX1485!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1485!SPC NM C     -   0.99981345  x   0.99990022  =   0.99971369
 CX1485!UTM  13      -   0.99981345  x   0.99978176  =   0.99959525
 CX1485
 CX1485:                Primary Azimuth Mark                     Grid Az
 CX1485:SPC NM C     -  BAIRD AZ MK                              026 12 52.2
 CX1485:UTM  13      -  BAIRD AZ MK                              026 53 21.9
 CX1485
 CX1485|---------------------------------------------------------------------|
 CX1485| PID    Reference Object                     Distance      Geod. Az  |
 CX1485|                                                           dddmmss.s |
 CX1485| CC6003 BAIRD AZ MK                                        0261125.0 |
 CX1485| CC6004 BAIRD RM 1                           10.149 METERS 15935     |
 CX1485| CC6005 BAIRD RM 2                           10.424 METERS 28746     |
 CX1485|---------------------------------------------------------------------|
 CX1485
 CX1485                          SUPERSEDED SURVEY CONTROL
 CX1485
 CX1485  NAD 83(1986)-  32 40 25.61940(N)    106 17 41.59119(W) AD(       ) 1
 CX1485  NAD 27      -  32 40 25.30631(N)    106 17 39.61327(W) AD(       ) 1
 CX1485  NGVD 29 (07/19/86) 1211.19   (m)         3973.7    (f) LEVELING    3  
 CX1485
 CX1485.Superseded values are not recommended for survey control.
 CX1485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1485.See file dsdata.txt to determine how the superseded data were derived.
 CX1485
 CX1485_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS7859015864(NAD 83)
 CX1485_MARKER: DS = TRIANGULATION STATION DISK
 CX1485_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX1485_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CX1485
 CX1485  HISTORY     - Date     Condition        Report By
 CX1485  HISTORY     - 1968     MONUMENTED       CGS
 CX1485
 CX1485                          STATION DESCRIPTION
 CX1485
 CX1485'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JBJ)
 CX1485'THE STATION IS ABOUT 23 MILES NORTHEAST OF THE MISSILE RANGE
 CX1485'HEADQUARTERS, 12 MILES SOUTHWEST OF THE WHITE SANDS NATIONAL
 CX1485'MONUMENT HEADQUARTERS, AND 2-1/2 MILES NORTHWEST OF U.S. HIGHWAY
 CX1485'70.
 CX1485'
 CX1485'TO REACH THE STATION FROM THE WHITE SANDS NATIONAL MONUMENT
 CX1485'HEADQUARTERS, GO SOUTHWEST ON U.S. HIGHWAY 70 FOR 8.9 MILES TO A
 CX1485'LOCKED GATE AND GRAVELED ROAD ON THE LEFT AND A GATE AND BLADED
 CX1485'ROAD ON THE RIGHT.  TURN RIGHT, PASSING THROUGH THE GATE AND GO
 CX1485'WESTERLY ON THE BLADED ROAD FOR 1.75 MILES TO A WINDMILL AND
 CX1485'CORRALS ON THE RIGHT.  CONTINUE AHEAD, WESTERLY, ON THE BLADED
 CX1485'ROAD FOR 0.25 MILE.  (TO REACH THE AZIMUTH MARK FROM THIS POINT,
 CX1485'CONTINUE AHEAD ON THE BLADED ROAD FOR 0.25 MILE TO THE MARK ON
 CX1485'THE LEFT.) TURN LEFT AND GO SOUTHWEST ACROSS COUNTRY FOR 0.45
 CX1485'MILE TO THE STATION.
 CX1485'
 CX1485'THE STATION MARK IS A STANDARD DISK, STAMPED BAIRD 1967, SET IN THE
 CX1485'TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, WHICH PROJECTS
 CX1485'4 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 33.7 FEET
 CX1485'NORTHWEST OF A WITNESS POST.  THE UNDERGROUND MARK IS 42 INCHES
 CX1485'BELOW THE SURFACE OF THE GROUND.
 CX1485'
 CX1485'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BAIRD NO 1 1967, SET IN
 CX1485'THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, WHICH
 CX1485'PROJECTS 8 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 1.9 FEET
 CX1485'WEST OF A WITNESS POST.
 CX1485'
 CX1485'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BAIRD NO 2 1967, SET IN
 CX1485'THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, WHICH
 CX1485'PROJECTS 3 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 61.9 FEET
 CX1485'WEST OF A WITNESS POST.
 CX1485'
 CX1485'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED BAIRD 1967, SET IN THE
 CX1485'TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, WHICH PROJECTS
 CX1485'4 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 52 FEET SOUTH OF
 CX1485'THE CENTERLINE OF THE BLADED ROAD AND 1.7 FEET WEST OF A WITNESS
 CX1485'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0518 ***********************************************************************
 CX0518  DESIGNATION -  BAKER
 CX0518  PID         -  CX0518
 CX0518  STATE/COUNTY-  NM/OTERO
 CX0518  USGS QUAD   -  WHITE SANDS (1955)
 CX0518
 CX0518                         *CURRENT SURVEY CONTROL
 CX0518  ___________________________________________________________________
 CX0518* NAD 83(1986)-  32 22 34.     (N)    106 22 37.     (W)     SCALED    
 CX0518* NAVD 88     -      1214.187  (meters)    3983.55   (feet)  ADJUSTED  
 CX0518  ___________________________________________________________________
 CX0518  GEOID HEIGHT-         -23.76  (meters)                     GEOID03
 CX0518  DYNAMIC HT  -        1212.360 (meters)    3977.55  (feet)  COMP
 CX0518  MODELED GRAV-     979,093.2   (mgal)                       NAVD 88
 CX0518
 CX0518  VERT ORDER  -  SECOND    CLASS 0
 CX0518
 CX0518.The horizontal coordinates were scaled from a topographic map and have
 CX0518.an estimated accuracy of +/- 6 seconds.
 CX0518
 CX0518.The orthometric height was determined by differential leveling
 CX0518.and adjusted by the National Geodetic Survey in June 1991..
 CX0518
 CX0518.The geoid height was determined by GEOID03.
 CX0518
 CX0518.The dynamic height is computed by dividing the NAVD 88
 CX0518.geopotential number by the normal gravity value computed on the
 CX0518.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0518.degrees latitude (g = 980.6199 gals.).
 CX0518
 CX0518.The modeled gravity was interpolated from observed gravity values.
 CX0518
 CX0518;                    North         East    Units  Estimated Accuracy
 CX0518;SPC NM C     -   152,580.      488,060.      MT  (+/- 180 meters Scaled)
 CX0518
 CX0518                          SUPERSEDED SURVEY CONTROL
 CX0518
 CX0518  NGVD 29 (??/??/92) 1213.586  (m)         3981.57   (f) ADJ UNCH    2 0
 CX0518
 CX0518.Superseded values are not recommended for survey control.
 CX0518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0518.See file dsdata.txt to determine how the superseded data were derived.
 CX0518
 CX0518_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR704829(NAD 83)
 CX0518_MARKER: DD = SURVEY DISK
 CX0518_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX0518_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CX0518_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX0518+STABILITY: SURFACE MOTION
 CX0518
 CX0518  HISTORY     - Date     Condition        Report By
 CX0518  HISTORY     - UNK      MONUMENTED       USA
 CX0518  HISTORY     - 1966     MARK NOT FOUND   NGS
 CX0518
 CX0518                          STATION DESCRIPTION
 CX0518
 CX0518'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 CX0518'49.65 MI SW FROM ALAMOGORDO.
 CX0518'41.2 MILES SOUTHWEST ALONG U.S. HIGHWAY 70 FROM THE POST OFFICE AT
 CX0518'ALAMOGORDO, THENCE 4.6 MILES SOUTH ALONG A TRACK ROAD, THENCE 2.4
 CX0518'MILES EAST ALONG AN OILED ROAD, THENCE 1.45 MILES SOUTH ALONG AN OILED
 CX0518'ROAD, 125 FEET NORTH OF THE NORTHEAST CORNER OF THE RECEIVER AND
 CX0518'RECORDING BUILDING, 98 FEET WEST OF THE CENTERLINE OF THE ROAD, 3 FEET
 CX0518'EAST OF A WITNESS POST, 4 FEET ABOVE THE LEVEL OF THE ROAD, SET IN THE
 CX0518'TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0757 ***********************************************************************
 FN0757  DESIGNATION -  BAKER
 FN0757  PID         -  FN0757
 FN0757  STATE/COUNTY-  NM/SAN MIGUEL
 FN0757  USGS QUAD   -  LAKE ISABEL (1963)
 FN0757
 FN0757                         *CURRENT SURVEY CONTROL
 FN0757  ___________________________________________________________________
 FN0757* NAD 83(1992)-  35 47 35.55903(N)    105 11 55.34838(W)     ADJUSTED  
 FN0757* NAVD 88     -      2177.9    (meters)    7145.     (feet)  VERTCON   
 FN0757  ___________________________________________________________________
 FN0757  LAPLACE CORR-          -5.09  (seconds)                    DEFLEC99
 FN0757  GEOID HEIGHT-         -18.36  (meters)                     GEOID03
 FN0757
 FN0757  HORZ ORDER  -  THIRD
 FN0757
 FN0757.The horizontal coordinates were established by classical geodetic methods
 FN0757.and adjusted by the National Geodetic Survey in December 1993..
 FN0757
 FN0757.The NAVD 88 height was computed by applying the VERTCON shift value to
 FN0757.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FN0757
 FN0757.The Laplace correction was computed from DEFLEC99 derived deflections.
 FN0757
 FN0757.The geoid height was determined by GEOID03.
 FN0757
 FN0757;                    North         East     Units Scale Factor Converg.
 FN0757;SPC NM E     -   531,920.801    86,777.613   MT  0.99998446   -0 30 22.1
 FN0757;SPC NM E     - 1,745,143.49    284,702.89   sFT  0.99998446   -0 30 22.1
 FN0757;UTM  13      - 3,961,031.119   482,044.282   MT  0.99960397   -0 06 58.4
 FN0757
 FN0757!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FN0757!SPC NM E     -   0.99966116  x   0.99998446  =   0.99964563
 FN0757!UTM  13      -   0.99966116  x   0.99960397  =   0.99926527
 FN0757
 FN0757                          SUPERSEDED SURVEY CONTROL
 FN0757
 FN0757  NAD 83(1992)-  35 47 35.56542(N)    105 11 55.34917(W) AD(       ) 3
 FN0757  NGVD 29 (04/29/92) 2176.9    (m)         7142.     (f) VERT ANG       
 FN0757
 FN0757.Superseded values are not recommended for survey control.
 FN0757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0757.See file dsdata.txt to determine how the superseded data were derived.
 FN0757
 FN0757_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV8204461031(NAD 83)
 FN0757_MARKER: DS = TRIANGULATION STATION DISK
 FN0757_SETTING: 80 = SET IN A BOULDER
 FN0757_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FN0757+STABILITY: SURFACE MOTION
 FN0757
 FN0757  HISTORY     - Date     Condition        Report By
 FN0757  HISTORY     - 1945     MONUMENTED       USGS
 FN0757
 FN0757                          STATION DESCRIPTION
 FN0757
 FN0757'DESCRIBED BY US GEOLOGICAL SURVEY 1945
 FN0757'LOCATED 13.0 MI. (AIRLINE) N. OF LAS VEGAS, ON CLEARED RANCH LAND
 FN0757'OWNED BY GEORGE BAKER.
 FN0757'
 FN0757'TO REACH FROM SAPELLO RIVER BRIDGE NEAR POST OFFICE AT SAPELLO, GO N.
 FN0757'ON STATE HIGHWAY 3 0.25 MI., TURN RIGHT ON GRAVELED RD. AND GO 0.3 MI.
 FN0757'TO FORK OF RD. ABOUT 300 FT. W. OF LARGE CHURCH.  TAKE LEFT FORK AND
 FN0757'PASS THROUGH GATE, FOLLOW 0.6 MI. TO ANOTHER GATE, CONTINUE THROUGH
 FN0757'GATE 0.2 MI. TO DIM RD. FORK N., JUST W. OF GATE.  TURN LEFT AND
 FN0757'FOLLOW DIM RD. 1.3 MI. TO TOP OF MESA, FOLLOW ALONG SUMMIT OF MESA
 FN0757'2.4 MI. NE. TO NE. EDGE OF MESA.
 FN0757'
 FN0757'STATION IS 270 FT. SE. OF NE-SW. FENCE LINE, AND S. 13 DEGREES 45
 FN0757'MINUTES W. OF FENCE CORNER, 610 FT. DISTANT, ABOUT 200 FT. S. OF DEEP
 FN0757'GULLY, AND 40 FT. W. OF BREAK IN E. EDGE OF MESA.  GROUND IS SOMEWHAT
 FN0757'HIGHER TO SW.
 FN0757'
 FN0757'STATION MARK--STANDARD BUREAU OF RECLAMATION TABLET IN TOP OF GRANITE
 FN0757'BOULDER UNDER SMALL ROCK CAIRN, STAMPED---BAKER---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CF0308 ***********************************************************************
 CF0308  DESIGNATION -  BALDY
 CF0308  PID         -  CF0308
 CF0308  STATE/COUNTY-  NM/HIDALGO
 CF0308  USGS QUAD   -  MOUNT BALDY (1982)
 CF0308
 CF0308                         *CURRENT SURVEY CONTROL
 CF0308  ___________________________________________________________________
 CF0308* NAD 83(1992)-  31 41 13.28748(N)    108 55 44.53382(W)     ADJUSTED  
 CF0308* NAVD 88     -      2003.4    (meters)    6573.     (feet)  VERTCON   
 CF0308  ___________________________________________________________________
 CF0308  LAPLACE CORR-           0.71  (seconds)                    DEFLEC99
 CF0308  GEOID HEIGHT-         -26.08  (meters)                     GEOID03
 CF0308
 CF0308  HORZ ORDER  -  THIRD
 CF0308
 CF0308.The horizontal coordinates were established by classical geodetic methods
 CF0308.and adjusted by the National Geodetic Survey in December 1993..
 CF0308
 CF0308.The NAVD 88 height was computed by applying the VERTCON shift value to
 CF0308.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CF0308
 CF0308.The Laplace correction was computed from DEFLEC99 derived deflections.
 CF0308
 CF0308.The geoid height was determined by GEOID03.
 CF0308
 CF0308;                    North         East     Units Scale Factor Converg.
 CF0308;SPC NM W     -    76,689.535   726,119.148   MT  1.00004972   -0 34 32.2
 CF0308;SPC NM W     -   251,605.58  2,382,275.90   sFT  1.00004972   -0 34 32.2
 CF0308;SPC AZ E     -    76,832.203   330,695.392   MT  1.00006975   +0 39 00.6
 CF0308;SPC AZ E     -   252,074.16  1,084,958.64   iFT  1.00006975   +0 39 00.6
 CF0308;UTM  12      - 3,507,609.504   696,294.357   MT  1.00007524   +1 05 17.5
 CF0308
 CF0308!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CF0308!SPC NM W     -   0.99968961  x   1.00004972  =   0.99973931
 CF0308!SPC AZ E     -   0.99968961  x   1.00006975  =   0.99975934
 CF0308!UTM  12      -   0.99968961  x   1.00007524  =   0.99976483
 CF0308
 CF0308:                Primary Azimuth Mark                     Grid Az
 CF0308:SPC NM W     -  ANIMAS                                   131 13 17.2
 CF0308:SPC AZ E     -  ANIMAS                                   129 59 44.4
 CF0308:UTM  12      -  ANIMAS                                   129 33 27.5
 CF0308
 CF0308|---------------------------------------------------------------------|
 CF0308| PID    Reference Object                     Distance      Geod. Az  |
 CF0308|                                                           dddmmss.s |
 CF0308| CF0307 ANIMAS                              APPROX.18.2 KM 1303845.0 |
 CF0308|---------------------------------------------------------------------|
 CF0308
 CF0308                          SUPERSEDED SURVEY CONTROL
 CF0308
 CF0308  NAD 83(1992)-  31 41 13.28686(N)    108 55 44.53175(W) AD(       ) 3
 CF0308  NAD 83(1986)-  31 41 13.28761(N)    108 55 44.52230(W) AD(       ) 3
 CF0308  NAD 27      -  31 41 12.94759(N)    108 55 42.32659(W) AD(       ) 3
 CF0308  NGVD 29 (07/19/86) 2002.5    (m)         6570.     (f) VERT ANG       
 CF0308
 CF0308.Superseded values are not recommended for survey control.
 CF0308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0308.See file dsdata.txt to determine how the superseded data were derived.
 CF0308
 CF0308_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXA9629407610(NAD 83)
 CF0308_MARKER: X = CHISELED CROSS
 CF0308_SETTING: 66 = SET IN ROCK OUTCROP
 CF0308_SP_SET: SET IN ROCK OUTCROP
 CF0308_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CF0308+STABILITY: POSITION/ELEVATION WELL
 CF0308
 CF0308  HISTORY     - Date     Condition        Report By
 CF0308  HISTORY     - 1917     MONUMENTED       USGS
 CF0308
 CF0308                          STATION DESCRIPTION
 CF0308
 CF0308'DESCRIBED BY US GEOLOGICAL SURVEY 1917
 CF0308'STATION IS IN SEC.24, T.30 S., R.21 W., ON THE E. SUMMIT OF A SLIGHT
 CF0308'DOUBLE TOP BARE, CONICAL SHAPED PEAK.  STATION WAS REACHED BY
 CF0308'HELICOPTER BUT CAN BE REACHED BY PACKING 0.6 MI. NE. FROM THE OLD
 CF0308'EATON PLACE.  1 HOUR PACK.
 CF0308'
 CF0308'STATION MARK - A CROSS CUT IN A ROCK PROJECTING 0.8 FT. THERE ARE 2
 CF0308'ARROWS CUT IN ROCK POINTING TO THE STATION, ONE ARROW IS 5 FT. N. AND
 CF0308'THE OTHER IS 8 FT. E. A ROCK CAIRN WAS ERECTED OVER THE STATION.
 CF0308'
 CF0308'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0874 ***********************************************************************
 CW0874  DESIGNATION -  BALDY
 CW0874  PID         -  CW0874
 CW0874  STATE/COUNTY-  NM/OTERO
 CW0874  USGS QUAD   -  MAYHILL (1963)
 CW0874
 CW0874                         *CURRENT SURVEY CONTROL
 CW0874  ___________________________________________________________________
 CW0874* NAD 83(1992)-  32 54 15.91670(N)    105 27 39.20467(W)     ADJUSTED  
 CW0874* NAVD 88     -      2226.     (meters)    7303.     (feet)  SCALED    
 CW0874  ___________________________________________________________________
 CW0874  LAPLACE CORR-          -5.03  (seconds)                    DEFLEC99
 CW0874  GEOID HEIGHT-         -20.23  (meters)                     GEOID03
 CW0874
 CW0874  HORZ ORDER  -  SECOND
 CW0874
 CW0874.The horizontal coordinates were established by classical geodetic methods
 CW0874.and adjusted by the National Geodetic Survey in December 1993..
 CW0874
 CW0874.The orthometric height was scaled from a topographic map.
 CW0874
 CW0874.The Laplace correction was computed from DEFLEC99 derived deflections.
 CW0874
 CW0874.The geoid height was determined by GEOID03.
 CW0874
 CW0874;                    North         East     Units Scale Factor Converg.
 CW0874;SPC NM C     -   211,428.736   573,817.840   MT  0.99996717   +0 25 43.3
 CW0874;SPC NM C     -   693,662.44  1,882,600.70   sFT  0.99996717   +0 25 43.3
 CW0874;SPC NM E     -   211,718.376    59,519.497   MT  1.00004623   -0 36 45.3
 CW0874;SPC NM E     -   694,612.71    195,273.55   sFT  1.00004623   -0 36 45.3
 CW0874;UTM  13      - 3,640,785.335   456,899.006   MT  0.99962291   -0 15 01.4
 CW0874
 CW0874!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CW0874!SPC NM C     -   0.99965385  x   0.99996717  =   0.99962103
 CW0874!SPC NM E     -   0.99965385  x   1.00004623  =   0.99970006
 CW0874!UTM  13      -   0.99965385  x   0.99962291  =   0.99927689
 CW0874
 CW0874                          SUPERSEDED SURVEY CONTROL
 CW0874
 CW0874  NAD 83(1986)-  32 54 15.92560(N)    105 27 39.20652(W) AD(       ) 2
 CW0874  NAD 27      -  32 54 15.57770(N)    105 27 37.26780(W) AD(       ) 2
 CW0874
 CW0874.Superseded values are not recommended for survey control.
 CW0874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0874.See file dsdata.txt to determine how the superseded data were derived.
 CW0874
 CW0874_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDS5689940785(NAD 83)
 CW0874_MARKER: DD = SURVEY DISK
 CW0874_SETTING: 66 = SET IN ROCK OUTCROP
 CW0874_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 CW0874_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CW0874+STABILITY: POSITION/ELEVATION WELL
 CW0874
 CW0874  HISTORY     - Date     Condition        Report By
 CW0874  HISTORY     - 1956     MONUMENTED       USFS
 CW0874
 CW0874                          STATION DESCRIPTION
 CW0874
 CW0874'DESCRIBED BY US FOREST SERVICE 1956
 CW0874'THE STATION IS LOCATED ON A KNOLL AT THE NORTHEAST END OF A
 CW0874'HIGH RIDGE.  IT IS ABOUT 1-1/2 MILES AIRLINE EAST-NORTHEAST
 CW0874'OF MAYHILL AND ABOUT 3/4 MILE AIRLINE EAST OF THE MAYHILL
 CW0874'RANGER STATION.
 CW0874'
 CW0874'TO REACH FROM THE U.S. POST OFFICE IN MAYHILL, GO NORTHEAST
 CW0874'ON STATE HIGHWAY 83 FOR 1.3 MILES TO A FARM HOUSE AND TRAILER
 CW0874'COURT ON THE RIGHT, JUST ACROSS FROM THE ENTRANCE TO THE
 CW0874'MAYHILL RANGER STATION.  FROM THE TRAILER COURT PACK EASTERLY
 CW0874'ACROSS CULTIVATED FIELD TO A FENCE LINE AT BASE OF RIDGE.
 CW0874'CROSS FENCE AND PACK EASTERLY UP STEEP SLOPE OF RIDGE FOR
 CW0874'ABOUT 30 MINUTES TO TOP OF KNOLL AND THE STATION.
 CW0874'
 CW0874'A USFS DISK STAMPED BALDY 1935,
 CW0874'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT PROJECTS
 CW0874'3 INCHES.  IT IS ABOUT 1 FOOT LOWER THAN THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0775 ***********************************************************************
 GM0775  DESIGNATION -  BALDY MTN
 GM0775  PID         -  GM0775
 GM0775  STATE/COUNTY-  NM/COLFAX
 GM0775  USGS QUAD   -  BALDY MOUNTAIN (1995)
 GM0775
 GM0775                         *CURRENT SURVEY CONTROL
 GM0775  ___________________________________________________________________
 GM0775* NAD 83(1992)-  36 37 47.57514(N)    105 12 48.25785(W)     ADJUSTED  
 GM0775* NAVD 88     -      3793.3    (meters)   12445.     (feet)  VERTCON   
 GM0775  ___________________________________________________________________
 GM0775  LAPLACE CORR-          -3.60  (seconds)                    DEFLEC99
 GM0775  GEOID HEIGHT-         -16.66  (meters)                     GEOID03
 GM0775
 GM0775  HORZ ORDER  -  SECOND
 GM0775
 GM0775.The horizontal coordinates were established by classical geodetic methods
 GM0775.and adjusted by the National Geodetic Survey in December 1993..
 GM0775
 GM0775.The NAVD 88 height was computed by applying the VERTCON shift value to
 GM0775.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GM0775
 GM0775.The Laplace correction was computed from DEFLEC99 derived deflections.
 GM0775
 GM0775.The geoid height was determined by GEOID03.
 GM0775
 GM0775;                    North         East     Units Scale Factor Converg.
 GM0775;SPC NM E     -   624,767.019    86,291.557   MT  0.99998539   -0 31 30.4
 GM0775;SPC NM E     - 2,049,756.46    283,108.22   sFT  0.99998539   -0 31 30.4
 GM0775;SPC NM C     -   624,901.053   592,706.547   MT  1.00000585   +0 37 06.7
 GM0775;SPC NM C     - 2,050,196.20  1,944,571.40   sFT  1.00000585   +0 37 06.7
 GM0775;UTM  13      - 4,053,836.457   480,920.418   MT  0.99960448   -0 07 38.4
 GM0775
 GM0775!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GM0775!SPC NM E     -   0.99940765  x   0.99998539  =   0.99939305
 GM0775!SPC NM C     -   0.99940765  x   1.00000585  =   0.99941350
 GM0775!UTM  13      -   0.99940765  x   0.99960448  =   0.99901237
 GM0775
 GM0775|---------------------------------------------------------------------|
 GM0775| PID    Reference Object                     Distance      Geod. Az  |
 GM0775|                                                           dddmmss.s |
 GM0775| CM8330 BALDY MTN RM 1                        6.530 METERS 06011     |
 GM0775| CM8331 BALDY MTN RM 2                        5.445 METERS 17923     |
 GM0775| CM8329 BALDY MTN AZ MK                                    3022659.0 |
 GM0775|---------------------------------------------------------------------|
 GM0775
 GM0775                          SUPERSEDED SURVEY CONTROL
 GM0775
 GM0775  NAD 83(1986)-  36 37 47.58256(N)    105 12 48.26030(W) AD(       ) 2
 GM0775  NAD 27      -  36 37 47.46981(N)    105 12 46.24013(W) AD(       ) 2
 GM0775  NGVD 29 (07/19/86) 3791.9    (m)        12441.     (f) VERT ANG       
 GM0775
 GM0775.Superseded values are not recommended for survey control.
 GM0775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0775.See file dsdata.txt to determine how the superseded data were derived.
 GM0775
 GM0775_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDA8092053836(NAD 83)
 GM0775_MARKER: DB = BENCH MARK DISK
 GM0775_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GM0775_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GM0775
 GM0775  HISTORY     - Date     Condition        Report By
 GM0775  HISTORY     - 1961     MONUMENTED       USGS
 GM0775  HISTORY     - 1961     GOOD             NGS
 GM0775
 GM0775                          STATION DESCRIPTION
 GM0775
 GM0775'DESCRIBED BY US GEOLOGICAL SURVEY 1961 (HWK)
 GM0775'THE STATION IS APPROXIMATELY 11 MILES SOUTHEAST OF RED RIVER,
 GM0775'6 MILES NORTHEAST OF EAGLE NEST, ON THE SUMMIT OF A BARREN
 GM0775'ROCKY TOPPED MOUNTAIN, LOCALLY KNOWN AS BALDY MOUNTAIN AND
 GM0775'ON LAND OWNED BY THE MUTZ BROTHERS RANCH.
 GM0775'
 GM0775'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 64 AND
 GM0775'STATE HIGHWAY 38 IN EAGLE NEST, GO NORTH ON HIGHWAY 38 FOR 1.8
 GM0775'MILES TO A WIRE GATE AND A SIDE ROAD ON THE RIGHT AT A POLE
 GM0775'CORRAL.  TURN RIGHT THROUGH THE GATE, BEAR LEFT ON THE MAIN
 GM0775'ROAD FOR 2.3 MILES TO A ROAD FORK.  BEAR LEFT AND FOLLOW THE
 GM0775'MAIN ROAD FOR 0.85 MILE TO A ROAD FORK.  BEAR RIGHT ON A BLADED
 GM0775'ROAD FOR 0.05 MILE TO A ROAD FORK.  BEAR LEFT ON A BLADED ROAD
 GM0775'FOR 0.05 MILE TO A ROAD FORK.  BEAR LEFT ON A BLADED ROAD FOR
 GM0775'0.2 MILE TO A ROAD FORK.  BEAR RIGHT AND CONTINUE STRAIGHT
 GM0775'AHEAD ON A BLADED ROAD FOR 0.2 MILE TO A ROAD FORK.  BEAR LEFT
 GM0775'AND FOLLOW A BLADED ROAD FOR 0.1 MILE TO A ROAD FORK.  BEAR
 GM0775'RIGHT AND FOLLOW A BLADED ROAD FOR 0.4 MILE TO A TRIPLE ROAD
 GM0775'FORK.  CONTINUE STRAIGHT AHEAD, CENTER ROAD AND FOLLOW A
 GM0775'BLADED ROAD FOR 0.5 MILE TO A ROAD FORK.  BEAR LEFT AND
 GM0775'FOLLOW A BLADED ROAD FOR 0.2 MILE TO A ROAD FORK.  BEAR
 GM0775'LEFT, KEEPING TO THE LEFT OF AN OLD CABIN AND FOLLOW A BLADED
 GM0775'ROAD FOR 1.2 MILES TO A ROAD FORK AT A POWER LINE.  BEAR
 GM0775'RIGHT AND FOLLOW A BLADED ROAD FOR 0.8 MILE TO THE END OF THE
 GM0775'BLADED ROAD, AT THE TOP OF A ROCKY RIDGE.  TURN RIGHT, EASTERLY,
 GM0775'FOLLOWING THE ROCKY RIDGE FOR 0.3 MILE TO THE END OF TRUCK
 GM0775'TRAVEL, ABOUT 0.05 MILE NORTH OF AN OLD MINING SHACK.  FROM
 GM0775'HERE PACK EASTERLY UP THE STEEP ROCK MOUNTAIN FOR ABOUT 20
 GM0775'MINUTES TO THE HIGHEST POINT AND THE STATION.
 GM0775'
 GM0775'STATION MARK IS A U.S. GEOLOGICAL SURVEY BENCH MARK DISK STAMPED
 GM0775'BALDY MTN 1954, SET IN THE TOP OF A 6-INCH, ROUND CONCRETE POST
 GM0775'WHICH IS FLUSH WITH THE ROCK.  IT IS 18 FEET NORTHEAST OF A
 GM0775'LARGE PILE OF ROCK.
 GM0775'
 GM0775'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED BALDY MTN USGS
 GM0775'NO 1 1961, IS BRAZED TO THE TOP OF A 2-INCH CAST IRON PIPE WHICH
 GM0775'PROJECTS 1 FOOT.
 GM0775'
 GM0775'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED BALDY MTN USGS
 GM0775'NO 2 1961, IS BRAZED TO THE TOP OF A 2-INCH CAST IRON PIPE
 GM0775'WHICH PROJECTS 1 FOOT.
 GM0775'
 GM0775'AZIMUTH MARK, A STANDARD DISK STAMPED BALDY MTN USGS 1961, IS
 GM0775'BRAZED TO THE TOP OF A 2-INCH CAST IRON PIPE WHICH PROJECTS 1
 GM0775'FOOT.  IT IS 18 FEET NORTH OF AN OLD MINE HOLE AND 2 FEET SOUTHEAST
 GM0775'OF A METAL WITNESS POST.
 GM0775'
 GM0775'TO REACH THE AZIMUTH MARK FROM THE END OF TRUCK TRAVEL, GO
 GM0775'WESTERLY ALONG THE ROCKY RIDGE FOR 0.5 MILE TO THE EAST END OF
 GM0775'A RIDGE AND THE AZIMUTH MARK.
 GM0775'
 GM0775'NOTE--REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
 GM0775'
 GM0775'A FOUR WHEEL DRIVE TRUCK REQUIRED TO REACH THE STATION.
 GM0775
 GM0775                          STATION RECOVERY (1961)
 GM0775
 GM0775'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 GM0775'STATION MARK--STANDARD USGS TABLET, STAMPED ---BALDY MTN. 1954---,
 GM0775'SET IN THE TOP OF CONCRETE FILLED STOVE PIPE, APPROXIMATELY FLUSH
 GM0775'WITH ROCKY TOP.  (A SEARCH WAS MADE FOR ANY POSSIBLE OLD MARKS ON
 GM0775'THIS PEAK, BUT NONE WERE FOUND, EXCEPT FOR THE HUGE ROCK CAIRN WITH
 GM0775'POST.)  A 4-FT. ROCK CAIRN WAS BUILT OVER THE STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1606 ***********************************************************************
 FO1606  DESIGNATION -  BALTA
 FO1606  PID         -  FO1606
 FO1606  STATE/COUNTY-  NM/CIBOLA
 FO1606  USGS QUAD   -  LAGUNA CANONEROS (1995)
 FO1606
 FO1606                         *CURRENT SURVEY CONTROL
 FO1606  ___________________________________________________________________
 FO1606* NAD 83(1992)-  35 15 09.95740(N)    107 28 30.29266(W)     ADJUSTED  
 FO1606* NAVD 88     -      2676.8    (meters)    8782.     (feet)  VERTCON   
 FO1606  ___________________________________________________________________
 FO1606  LAPLACE CORR-          -3.31  (seconds)                    DEFLEC99
 FO1606  GEOID HEIGHT-         -20.10  (meters)                     GEOID03
 FO1606
 FO1606  HORZ ORDER  -  THIRD
 FO1606
 FO1606.The horizontal coordinates were established by classical geodetic methods
 FO1606.and adjusted by the National Geodetic Survey in December 1993..
 FO1606
 FO1606.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1606.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1606
 FO1606.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1606
 FO1606.The geoid height was determined by GEOID03.
 FO1606
 FO1606;                    North         East     Units Scale Factor Converg.
 FO1606;SPC NM W     -   471,680.685   862,600.639   MT  0.99992976   +0 12 24.4
 FO1606;SPC NM W     - 1,547,505.71  2,830,048.93   sFT  0.99992976   +0 12 24.4
 FO1606;UTM  13      - 3,903,882.739   274,817.903   MT  1.00022495   -1 25 45.0
 FO1606
 FO1606!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1606!SPC NM W     -   0.99958318  x   0.99992976  =   0.99951297
 FO1606!UTM  13      -   0.99958318  x   1.00022495  =   0.99980804
 FO1606
 FO1606|---------------------------------------------------------------------|
 FO1606| PID    Reference Object                     Distance      Geod. Az  |
 FO1606|                                                           dddmmss.s |
 FO1606| CD3967 BALTA RM 1                            7.283 METERS 08243     |
 FO1606| CD3966 2 WMM 8130                                         1143827.8 |
 FO1606| CD3968 BALTA RM 2                            5.385 METERS 22247     |
 FO1606|---------------------------------------------------------------------|
 FO1606
 FO1606                          SUPERSEDED SURVEY CONTROL
 FO1606
 FO1606  NAD 83(1986)-  35 15 09.96041(N)    107 28 30.29616(W) AD(       ) 3
 FO1606  NAD 27      -  35 15 09.82640(N)    107 28 28.11450(W) AD(       ) 3
 FO1606  NGVD 29 (07/19/86) 2675.5    (m)         8778.     (f) VERT ANG       
 FO1606
 FO1606.Superseded values are not recommended for survey control.
 FO1606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1606.See file dsdata.txt to determine how the superseded data were derived.
 FO1606
 FO1606_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBV7481803883(NAD 83)
 FO1606_MARKER: DB = BENCH MARK DISK
 FO1606_SETTING: 80 = SET IN A BOULDER
 FO1606_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO1606+STABILITY: SURFACE MOTION
 FO1606
 FO1606  HISTORY     - Date     Condition        Report By
 FO1606  HISTORY     - 1958     MONUMENTED       USGS
 FO1606  HISTORY     - 1958     GOOD             CGS
 FO1606
 FO1606                          STATION DESCRIPTION
 FO1606
 FO1606'DESCRIBED BY US GEOLOGICAL SURVEY 1958 (RLE)
 FO1606'THE STATION IS LOCATED ON A ROUND, GRASS AND BRUSH COVERED
 FO1606'HILL ABOUT 15 MILES NORTH OF NEW LAGUNA.  IT IS ON THE HIGHEST
 FO1606'POINT AND SOUTH END OF THE HILL, 10 FEET NORTH OF A CAIRN.
 FO1606'THE MARK IS A STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK, STAMPED
 FO1606'BALTA 1952, SET IN A BOULDER THAT PROJECTS 4 FEET.
 FO1606'
 FO1606'REFERENCE MARK NO. 1 IS 1 FOOT EAST OF A CAIRN, SET IN A
 FO1606'BOULDER THAT PROJECTS 4 FEET AND STAMPED BALTA USGS NO 1 1958.
 FO1606'
 FO1606'REFERENCE MARK NO. 2 IS 10 FEET WEST OF A CAIRN, SET IN A
 FO1606'BOULDER THAT PROJECTS 2-1/2 FEET AND STAMPED BALTA USGS NO 2 1958.
 FO1606'
 FO1606'THE AZIMUTH MARK IS A STANDARD U.S. GEOLOGICAL SURVEY BENCH
 FO1606'MARK SET IN THE TOP OF AN 8 X 8-INCH CONCRETE POST THAT PROJECTS
 FO1606'10 INCHES.  IT IS 20 FEET EAST OF THE CENTER OF A TRACK ROAD
 FO1606'AND 1 FOOT WEST OF A WITNESS POST.  THE MARK IS STAMPED 1952
 FO1606'8130 2 WMM.
 FO1606'
 FO1606'TO REACH THE STATION FROM THE POST OFFICE IN NEW LAGUNA,
 FO1606'GO WESTERLY ON U.S. HIGHWAY 66 FOR 1.05 MILES TO A SIDE ROAD
 FO1606'RIGHT, TURN RIGHT ACROSS CATTLE GUARD AND GO NORTHERLY ON DIRT
 FO1606'ROAD FOR 3.7 MILES TO A CROSSROAD AND SIGN MT. TAYLOR RANCH,
 FO1606'TURN RIGHT, AS PER SIGN, AND GO 3.6 MILES TO A FORK AT TOP OF
 FO1606'MESA AND SIGN, MT. TAYLOR RANCH, TAKE LEFT FORK AS PER SIGN
 FO1606'AND GO 1.9 MILES TO A FORK, TAKE LEFT FORK AND GO 1.4 MILES
 FO1606'TO A CATTLE GUARD, PASS THROUGH CATTLE GUARD AND GO 1.1 MILES
 FO1606'TO A WIRE GATE, PASS THROUGH GATE AND GO 0.5 MILE TO CATTLE
 FO1606'GUARD AT ENTRANCE OF THE MT. TAYLOR RANCH, PASS THROUGH
 FO1606'CATTLE GUARD AND CONTINUE FOR .4 MILE TO A FORK, TAKE RIGHT
 FO1606'FORK AND GO 0.35 MILE TO A FORK, TAKE RIGHT FORK, STRAIGHT
 FO1606'AHEAD, AND GO 0.25 MILE TO A WIRE GATE, PASS THROUGH GATE
 FO1606'AND GO 0.3 MILE TO A FORK, TAKE RIGHT FORK AND FOLLOW VERY
 FO1606'ROUGH TRACK ROAD FOR 4.6 MILES TO THE AZIMUTH MARK ON RIGHT AS
 FO1606'DESCRIBED.  CONTINUE ON TRACK ROAD FOR 0.05 MILE TO A LONE
 FO1606'PINE TREE ON RIGHT, THEN TURN LEFT AND GO WESTERLY
 FO1606'CROSS-COUNTRY FOR ABOUT 1.0 MILE TO A FENCE AND THE END OF
 FO1606'TRUCK TRAVEL.  FROM HERE, PACK WESTERLY ABOUT 40 MINUTES TO
 FO1606'HIGHEST POINT OF HILL AND STATION AS DESCRIBED.
 FO1606
 FO1606                          STATION RECOVERY (1958)
 FO1606
 FO1606'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 FO1606'STATION RECOVERED IN GOOD CONDITION BY USGS IN 1958.
 FO1606'
 FO1606'STATION RECOVERED AND REDESCRIBED BY NGS IN 1958.  DESCRIPTION AND
 FO1606'POSITION LISTED IN NGS QUAD 35107-2, STATION 1012.
 FO1606'
 FO1606'STATION MARK--A STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK,
 FO1606'STAMPED---BALTA 1952---, SET IN A BOULDER THAT PROJECTS 4 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0485 ***********************************************************************
 DS0485  DESIGNATION -  BALZER
 DS0485  PID         -  DS0485
 DS0485  STATE/COUNTY-  NM/SIERRA
 DS0485  USGS QUAD   -  LUMLEY LAKE (1982)
 DS0485
 DS0485                         *CURRENT SURVEY CONTROL
 DS0485  ___________________________________________________________________
 DS0485* NAD 83(1992)-  33 05 50.80502(N)    106 26 10.53490(W)     ADJUSTED  
 DS0485* NAVD 88     -      1221.559  (meters)    4007.73   (feet)  ADJUSTED  
 DS0485  ___________________________________________________________________
 DS0485  LAPLACE CORR-          -1.29  (seconds)                    DEFLEC99
 DS0485  GEOID HEIGHT-         -23.15  (meters)                     GEOID03
 DS0485  DYNAMIC HT  -        1219.789 (meters)    4001.92  (feet)  COMP
 DS0485  MODELED GRAV-     979,147.3   (mgal)                       NAVD 88
 DS0485
 DS0485  HORZ ORDER  -  SECOND
 DS0485  VERT ORDER  -  SECOND    CLASS 0
 DS0485
 DS0485.The horizontal coordinates were established by classical geodetic methods
 DS0485.and adjusted by the National Geodetic Survey in December 1993..
 DS0485
 DS0485.The orthometric height was determined by differential leveling
 DS0485.and adjusted by the National Geodetic Survey in June 1991..
 DS0485
 DS0485.The Laplace correction was computed from DEFLEC99 derived deflections.
 DS0485
 DS0485.The geoid height was determined by GEOID03.
 DS0485
 DS0485.The dynamic height is computed by dividing the NAVD 88
 DS0485.geopotential number by the normal gravity value computed on the
 DS0485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0485.degrees latitude (g = 980.6199 gals.).
 DS0485
 DS0485.The modeled gravity was interpolated from observed gravity values.
 DS0485
 DS0485;                    North         East     Units Scale Factor Converg.
 DS0485;SPC NM W     -   233,429.920   960,411.702   MT  1.00012629   +0 45 46.8
 DS0485;SPC NM W     -   765,844.66  3,150,950.73   sFT  1.00012629   +0 45 46.8
 DS0485;UTM  13      - 3,663,007.314   365,972.575   MT  0.99982148   -0 47 03.9
 DS0485
 DS0485!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS0485!SPC NM W     -   0.99981189  x   1.00012629  =   0.99993815
 DS0485!UTM  13      -   0.99981189  x   0.99982148  =   0.99963340
 DS0485
 DS0485                          SUPERSEDED SURVEY CONTROL
 DS0485
 DS0485  NAD 83(1986)-  33 05 50.81175(N)    106 26 10.53764(W) AD(       ) 2
 DS0485  NAD 27      -  33 05 50.51579(N)    106 26 08.52424(W) AD(       ) 2
 DS0485  NGVD 29 (??/??/92) 1220.937  (m)         4005.69   (f) ADJ UNCH    2 0
 DS0485
 DS0485.Superseded values are not recommended for survey control.
 DS0485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0485.See file dsdata.txt to determine how the superseded data were derived.
 DS0485
 DS0485_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS6597363007(NAD 83)
 DS0485_MARKER: DS = TRIANGULATION STATION DISK
 DS0485_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0485_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0485_STAMPING: BALZER
 DS0485_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0485+STABILITY: SURFACE MOTION
 DS0485
 DS0485  HISTORY     - Date     Condition        Report By
 DS0485  HISTORY     - 1964     MONUMENTED       DMA
 DS0485  HISTORY     - 1969     GOOD             NGS
 DS0485
 DS0485                          STATION DESCRIPTION
 DS0485
 DS0485'DESCRIBED BY DEFENSE MAP AGENCY 1964 (JBJ)
 DS0485'THE STATION IS ABOUT 25 MILES WEST OF TULAROSA AND 5.6 MILES
 DS0485'SOUTHEAST OF THE RHODES CANYON RANGE CENTER.
 DS0485'
 DS0485'TO REACH THE STATION FROM THE POST OFFICE IN TULAROSA, GO WESTERLY
 DS0485'FOLLOWING STATE HIGHWAY 52 FOR 1.3 MILES TO A T ROAD.  TURN RIGHT
 DS0485'AND GO NORTH AND WEST ON STATE HIGHWAY 52 FOR 7.0 MILES TO A
 DS0485'CROSSROADS AND A GUARD SHACK ON THE LEFT.  CONTINUE WESTERLY ON
 DS0485'THE MAIN ROAD FOR 11.5 MILES TO A SIDE ROAD LEFT, ROAD 297.
 DS0485'CONTINUE WESTERLY ON THE MAIN ROAD FOR 1.9 MILES TO STATION
 DS0485'SALT 1943 ON THE LEFT, CONTINUE WESTERLY ON THE MAIN ROAD FOR
 DS0485'4.8 MILES TO A SIDE ROAD LEFT, ROAD 304.  TURN LEFT AND GO SOUTH ON
 DS0485'ROAD 304, FOR 1.6 MILES TO A SIDE ROAD LEFT AND A SIGN L 307.
 DS0485'TURN LEFT AND GO EAST FOR 0.4 MILE TO THE STATION.
 DS0485'
 DS0485'THE STATION MARK IS A WHITE SANDS PROVING GROUNDS BRONZE DISK,
 DS0485'STAMPED BALZER, SET IN THE TOP OF A ROUND CONCRETE POST, 6 INCHES IN
 DS0485'DIAMETER, THAT PROJECTS 10 INCHES ABOVE THE GROUND.  IT IS
 DS0485'22.3 FEET SOUTHWEST OF THE WITNESS POST.
 DS0485
 DS0485                          STATION RECOVERY (1969)
 DS0485
 DS0485'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 DS0485'6.1 MI SE FROM RHODES CANYON RANGE CENTER.
 DS0485'4.0 MILES SOUTHEAST ALONG WSMR ROUTE 6 FROM RHODES CANYON RANGE
 DS0485'CENTER, THENCE 1.7 MILES SOUTH ALONG WSMR ROUTE 304 TO A SIDE ROAD
 DS0485'LEFT, EAST, AT SIGN L-307 AND TWO POLES, THENCE EAST ON BLADED ROAD
 DS0485'0.4 MILE, 126 FEET SOUTH OF A TARGET POLE SM 15, 27 FEET SOUTHWEST OF
 DS0485'BALZER 2 1964, 22 FEET SOUTHWEST OF A METAL WITNESS POST AND SIGN, SET
 DS0485'IN THE TOP OF A 6 INCH CONCRETE POST WHICH PROJECTS 8 INCHES ABOVE THE
 DS0485'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0484 ***********************************************************************
 DS0484  DESIGNATION -  BALZER 2
 DS0484  PID         -  DS0484
 DS0484  STATE/COUNTY-  NM/SOCORRO
 DS0484  USGS QUAD   -  LUMLEY LAKE (1982)
 DS0484
 DS0484                         *CURRENT SURVEY CONTROL
 DS0484  ___________________________________________________________________
 DS0484* NAD 83(1992)-  33 05 50.97685(N)    106 26 10.29130(W)     ADJUSTED  
 DS0484* NAVD 88     -      1221.534  (meters)    4007.65   (feet)  ADJUSTED  
 DS0484  ___________________________________________________________________
 DS0484  LAPLACE CORR-          -1.29  (seconds)                    DEFLEC99
 DS0484  GEOID HEIGHT-         -23.15  (meters)                     GEOID03
 DS0484  DYNAMIC HT  -        1219.764 (meters)    4001.84  (feet)  COMP
 DS0484  MODELED GRAV-     979,147.3   (mgal)                       NAVD 88
 DS0484
 DS0484  HORZ ORDER  -  FIRST
 DS0484  VERT ORDER  -  SECOND    CLASS 0
 DS0484
 DS0484.The horizontal coordinates were established by classical geodetic methods
 DS0484.and adjusted by the National Geodetic Survey in December 1993..
 DS0484
 DS0484.The orthometric height was determined by differential leveling
 DS0484.and adjusted by the National Geodetic Survey in June 1991..
 DS0484
 DS0484.The Laplace correction was computed from DEFLEC99 derived deflections.
 DS0484
 DS0484.The geoid height was determined by GEOID03.
 DS0484
 DS0484.The dynamic height is computed by dividing the NAVD 88
 DS0484.geopotential number by the normal gravity value computed on the
 DS0484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0484.degrees latitude (g = 980.6199 gals.).
 DS0484
 DS0484.The modeled gravity was interpolated from observed gravity values.
 DS0484
 DS0484;                    North         East     Units Scale Factor Converg.
 DS0484;SPC NM C     -   232,578.437   482,620.644   MT  0.99990372   -0 06 06.0
 DS0484;SPC NM C     -   763,051.09  1,583,397.90   sFT  0.99990372   -0 06 06.0
 DS0484;UTM  13      - 3,663,012.520   365,978.962   MT  0.99982146   -0 47 03.7
 DS0484
 DS0484!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS0484!SPC NM C     -   0.99981189  x   0.99990372  =   0.99971563
 DS0484!UTM  13      -   0.99981189  x   0.99982146  =   0.99963338
 DS0484
 DS0484|---------------------------------------------------------------------|
 DS0484| PID    Reference Object                     Distance      Geod. Az  |
 DS0484|                                                           dddmmss.s |
 DS0484| CD1546 BALZER 2 RM 1                        18.437 METERS 08030     |
 DS0484| DS0485 BALZER                                8.242 METERS 23002     |
 DS0484| DS0483 BALZER AZ MK                                       2720700.4 |
 DS0484| DS0486 BALZER 2 RM 2                        18.593 METERS 35427     |
 DS0484|---------------------------------------------------------------------|
 DS0484
 DS0484                          SUPERSEDED SURVEY CONTROL
 DS0484
 DS0484  NAD 83(1986)-  33 05 50.98358(N)    106 26 10.29404(W) AD(       ) 1
 DS0484  NAD 27      -  33 05 50.68765(N)    106 26 08.28060(W) AD(       ) 1
 DS0484  NGVD 29 (??/??/92) 1220.911  (m)         4005.61   (f) ADJ UNCH    2 0
 DS0484
 DS0484.Superseded values are not recommended for survey control.
 DS0484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0484.See file dsdata.txt to determine how the superseded data were derived.
 DS0484
 DS0484_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS6597963013(NAD 83)
 DS0484_MARKER: DS = TRIANGULATION STATION DISK
 DS0484_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0484_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0484_STAMPING: BALZER 2 WSPG
 DS0484_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0484+STABILITY: SURFACE MOTION
 DS0484
 DS0484  HISTORY     - Date     Condition        Report By
 DS0484  HISTORY     - 1964     MONUMENTED       DMA
 DS0484  HISTORY     - 1968     GOOD             CGS
 DS0484  HISTORY     - 1969     GOOD             CGS
 DS0484  HISTORY     - 1969     GOOD             NGS
 DS0484
 DS0484                          STATION DESCRIPTION
 DS0484
 DS0484'DESCRIBED BY DEFENSE MAP AGENCY 1964 (WRH)
 DS0484'THE STATION IS LOCATED ON A SMALL RISE ABOUT 23 MILES WEST OF
 DS0484'TULAROSA, ABOUT 6 MILES EAST OF WSMR ROUTE 7, ABOUT 2 MILES SOUTH OF
 DS0484'STATE HIGHWAY 52 AND ABOUT 0.5 MILE EAST OF A POLE LINE AND
 DS0484'GRAVELED ROAD.
 DS0484'
 DS0484'STATION MARK IS A STANDARD DISK SET IN CONCRETE, 4.5 FEET EAST OF A
 DS0484'METAL WITNESS SIGN.  IT IS STAMPED BALZER 2 1964 AND PROJECTS 4
 DS0484'INCHES.
 DS0484'
 DS0484'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN CONCRETE, 65 FEET EAST
 DS0484'OF A METAL WITNESS SIGN.  IT IS STAMPED BALZER 2 NO 1 1964 AND
 DS0484'PROJECTS 5 INCHES.
 DS0484'
 DS0484'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN CONCRETE, 62 FEET
 DS0484'NORTH-NORTHWEST OF A METAL WITNESS SIGN.  IT IS STAMPED BALZER 2 NO
 DS0484'2 1964 AND PROJECTS 5 INCHES.
 DS0484'
 DS0484'AZIMUTH MARK IS A STANDARD WSPG DISK SET IN A ROUND 6 INCH CONCRETE
 DS0484'CYLINDER ABOUT 300 FEET WEST OF A POLE LINE AND GRAVELED ROAD, ON
 DS0484'THE SOUTHEAST SLOPE OF A SMALL KNOLL.  IT IS STAMPED BALZER AND
 DS0484'PROJECTS 7 INCHES.
 DS0484'
 DS0484'TO REACH THE STATION FROM WHITE SANDS MISSILE RANGE HEADQUARTERS
 DS0484'BUILDING GO NORTH ON HEADQUARTERS AVE. FOR 4.0 MILES, PASSING
 DS0484'THROUGH A MILITARY POLICE CHECKPOINT, TO U. S. HIGHWAY 70, TURN
 DS0484'RIGHT AND GO EAST AND NORTHEAST ON U. S. HIGHWAY 70 FOR 4.5 MILES
 DS0484'TO WSMR ROUTE 7 ON THE LEFT, TURN LEFT AND GO WEST AND NORTH ON
 DS0484'ROUTE 7, PASSING THROUGH A GUARD GATE JUST AFTER MAKING LEFT
 DS0484'TURN ON ROUTE 7, FOR 48.9 MILES TO THE INTERSECTION OF WSMR ROUTE 7
 DS0484'AND STATE HIGHWAY 52 (NOTE--THIS IS KNOWN AS POLE 1788), TURN
 DS0484'RIGHT AND GO EAST ON STATE HIGHWAY 52 FOR 3.7 MILES TO A GRAVELED
 DS0484'ROAD ON THE RIGHT, TURN RIGHT AND GO SOUTH ON GRAVELED ROAD FOR 1.6
 DS0484'MILES TO A BLADED SIDE ROAD LEFT, AND THE AZIMUTH MARK ON THE
 DS0484'RIGHT AS DESCRIBED, TURN LEFT AND GO NORTHEAST ON BLADED ROAD FOR
 DS0484'0.4 TO TOP OF RISE AND THE STATION AS DESCRIBED.
 DS0484'
 DS0484'HEIGHT OF LIGHT ABOVE STATION MARK 1.3 METERS.
 DS0484
 DS0484                          STATION RECOVERY (1968)
 DS0484
 DS0484'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JBJ)
 DS0484'THE STATION IS ABOUT 25 MILES WEST OF TULAROSA AND 5.6 MILES
 DS0484'SOUTHEAST OF THE RHODES CANYON RANGE CENTER.
 DS0484'
 DS0484'TO REACH THE STATION FROM THE POST OFFICE IN TULAROSA, GO WESTERLY
 DS0484'FOLLOWING STATE HIGHWAY 52 FOR 1.3 MILES TO A T ROAD.  TURN RIGHT
 DS0484'AND GO NORTH AND WEST ON STATE HIGHWAY 52 FOR 7.0 MILES TO
 DS0484'CROSSROADS AND A GUARD SHACK ON THE LEFT.  CONTINUE WESTERLY ON THE
 DS0484'MAIN ROAD FOR 11.5 MILES TO A SIDE ROAD LEFT, ROAD 297.  CONTINUE
 DS0484'WESTERLY ON THE MAIN ROAD FOR 1.9 MILES TO STATION SALT 1943 ON
 DS0484'THE LEFT, CONTINUE WESTERLY ON THE MAIN ROAD FOR 4.8 MILES TO A
 DS0484'SIDE ROAD LEFT, ROAD 304.  TURN LEFT AND GO SOUTH ON ROAD 304,
 DS0484'FOR 1.6 MILES TO A SIDE ROAD LEFT AND A SIGN L 307.  (TO REACH THE
 DS0484'AZIMUTH MARK FROM THIS POINT GO NORTH ON ROAD 304 FOR 0.1 MILE, TURN
 DS0484'LEFT AND GO WEST, CROSSING UNDER A TELEPHONE LINE, FOR 0.1 MILE TO
 DS0484'THE MARK.) TURN LEFT AND GO EAST FOR 0.4 MILE TO THE STATION.
 DS0484'
 DS0484'THE STATION MARK IS A STANDARD DISK, STAMPED BALZER 2 WSPG 1964, SET
 DS0484'IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 DS0484'PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS 4.8 FEET NORTHEAST OF
 DS0484'THE WITNESS POST.
 DS0484'
 DS0484'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BALZER 2 NO 1 WSPG 1964,
 DS0484'SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 DS0484'PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS 64.8 FEET EAST OF THE
 DS0484'WITNESS POST AND ABOUT THE SAME ELEVATION AS THE STATION.
 DS0484'
 DS0484'BALZER WSPG IS A WHITE PROVING GROUNDS BRONZE DISK, STAMPED BALZER,
 DS0484'SET IN THE TOP OF A ROUND CONCRETE POST, 6 INCHES IN DIAMETER, THAT
 DS0484'PROJECTS 10 INCHES ABOVE THE GROUND.  IT IS 22.3 FEET SOUTHWEST OF
 DS0484'THE WITNESS POST AND ABOUT THE SAME ELEVATION AS THE STATION.
 DS0484'
 DS0484'THE AZIMUTH MARK IS A WHITE SANDS PROVING GROUNDS BRONZE AZIMUTH
 DS0484'MARK DISK, STAMPED BALZER, SET IN THE TOP OF A 12 INCH SQUARE
 DS0484'CONCRETE POST, THAT PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS 2.7
 DS0484'FEET SOUTH OF A WITNESS POST.
 DS0484'
 DS0484'THE DISTANCE BETWEEN REFERENCE MARK 1 AND BALZER WSPG WAS NOT
 DS0484'MEASURED DUE TO OBSTRUCTIONS.
 DS0484
 DS0484                          STATION RECOVERY (1969)
 DS0484
 DS0484'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (SJD)
 DS0484'STA. MRK.--BALZAR 2 1964 RECOVERED GOOD.
 DS0484'
 DS0484'RM 1--BALZAR 2 NO. 1 1964 RECOVERED GOOD.
 DS0484'
 DS0484'RM 2--BALZAR 8 NO. 2 1964 RECOVERED GOOD.
 DS0484
 DS0484                          STATION RECOVERY (1969)
 DS0484
 DS0484'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 DS0484'6.1 MI SE FROM RHODES CANYON RANGE CENTER.
 DS0484'4.0 MILES SOUTHEAST ALONG WSMR ROUTE 6 FROM RHODES CANYON RANGE
 DS0484'CENTER, THENCE 1.7 MILES SOUTH ALONG WSMR ROUTE 304 TO A SIDE ROAD
 DS0484'LEFT (EAST) AT SIGN L-307 AND TWO POLES, THENCE EAST ON BLADED ROAD
 DS0484'0.4 MILE, 119 FEET SOUTHEAST OF TARGET POLE SM 15, 61 FEET SOUTH OF
 DS0484'BALZER 2 RM 2, 27 FEET NORTHEAST OF BALZER, 5 FEET NORTHEAST OF A
 DS0484'METAL WITNESS POST AND SIGN, SET IN AN 11 INCH SQUARE CONCRETE POST
 DS0484'WHICH PROJECTS 3 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0486 ***********************************************************************
 DS0486  DESIGNATION -  BALZER 2 RM 2
 DS0486  PID         -  DS0486
 DS0486  STATE/COUNTY-  NM/SIERRA
 DS0486  USGS QUAD   -  LUMLEY LAKE (1982)
 DS0486
 DS0486                         *CURRENT SURVEY CONTROL
 DS0486  ___________________________________________________________________
 DS0486* NAD 83(1986)-  33 05 51.     (N)    106 26 07.     (W)     SCALED    
 DS0486* NAVD 88     -      1221.330  (meters)    4006.98   (feet)  ADJUSTED  
 DS0486  ___________________________________________________________________
 DS0486  GEOID HEIGHT-         -23.15  (meters)                     GEOID03
 DS0486  DYNAMIC HT  -        1219.560 (meters)    4001.17  (feet)  COMP
 DS0486  MODELED GRAV-     979,147.2   (mgal)                       NAVD 88
 DS0486
 DS0486  VERT ORDER  -  SECOND    CLASS 0
 DS0486
 DS0486.The horizontal coordinates were scaled from a topographic map and have
 DS0486.an estimated accuracy of +/- 6 seconds.
 DS0486
 DS0486.The orthometric height was determined by differential leveling
 DS0486.and adjusted by the National Geodetic Survey in June 1991..
 DS0486
 DS0486.The geoid height was determined by GEOID03.
 DS0486
 DS0486.The dynamic height is computed by dividing the NAVD 88
 DS0486.geopotential number by the normal gravity value computed on the
 DS0486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0486.degrees latitude (g = 980.6199 gals.).
 DS0486
 DS0486.The modeled gravity was interpolated from observed gravity values.
 DS0486
 DS0486;                    North         East    Units  Estimated Accuracy
 DS0486;SPC NM W     -   233,440.      960,500.      MT  (+/- 180 meters Scaled)
 DS0486
 DS0486                          SUPERSEDED SURVEY CONTROL
 DS0486
 DS0486  NGVD 29 (??/??/92) 1220.708  (m)         4004.94   (f) ADJ UNCH    2 0
 DS0486
 DS0486.Superseded values are not recommended for survey control.
 DS0486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0486.See file dsdata.txt to determine how the superseded data were derived.
 DS0486
 DS0486_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS660630(NAD 83)
 DS0486_MARKER: DR = REFERENCE MARK DISK
 DS0486_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DS0486_SP_SET: MONUMENT
 DS0486_STAMPING: BALZER 2 WSPG NO. 2 1964
 DS0486_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DS0486
 DS0486  HISTORY     - Date     Condition        Report By
 DS0486  HISTORY     - 1964     MONUMENTED       CGS
 DS0486  HISTORY     - 1969     GOOD             NGS
 DS0486
 DS0486                          STATION DESCRIPTION
 DS0486
 DS0486'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 DS0486'6.1 MI SE FROM RHODES CANYON RANGE CENTER.
 DS0486'4.0 MILES SOUTHEAST ALONG WSMR ROUTE 6 FROM RHODES CANYON RANGE
 DS0486'CENTER.  THENCE 1.7 MILES SOUTH ALONG WSMR ROUTE 304 TO A SIDE ROAD ON
 DS0486'THE LEFT (EAST) AT SIGN L-307 AND TWO POLES.  THENCE EAST ON BLADED
 DS0486'ROAD 0.4 MILE TO THE MARK. IT IS 59 FEET SOUTHEAST OF TARGET POLE SM
 DS0486'15, 61 FEET NORTH OF BALZER 2, 63 FEET NORTH OF A METAL WITNESS SIGN
 DS0486'AND SET IN THE TOP OF AN 11-INCH SQUARE CONCRETE MONUMENT THAT IS
 DS0486'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0483 ***********************************************************************
 DS0483  DESIGNATION -  BALZER AZ MK
 DS0483  PID         -  DS0483
 DS0483  STATE/COUNTY-  NM/SIERRA
 DS0483  USGS QUAD   -  LUMLEY LAKE (1982)
 DS0483
 DS0483                         *CURRENT SURVEY CONTROL
 DS0483  ___________________________________________________________________
 DS0483* NAD 83(1986)-  33 05 45.     (N)    106 26 37.     (W)     SCALED    
 DS0483* NAVD 88     -      1220.981  (meters)    4005.84   (feet)  ADJUSTED  
 DS0483  ___________________________________________________________________
 DS0483  GEOID HEIGHT-         -23.14  (meters)                     GEOID03
 DS0483  DYNAMIC HT  -        1219.213 (meters)    4000.03  (feet)  COMP
 DS0483  MODELED GRAV-     979,148.1   (mgal)                       NAVD 88
 DS0483
 DS0483  VERT ORDER  -  SECOND    CLASS 0
 DS0483
 DS0483.The horizontal coordinates were scaled from a topographic map and have
 DS0483.an estimated accuracy of +/- 6 seconds.
 DS0483
 DS0483.The orthometric height was determined by differential leveling
 DS0483.and adjusted by the National Geodetic Survey in June 1991..
 DS0483
 DS0483.The geoid height was determined by GEOID03.
 DS0483
 DS0483.The dynamic height is computed by dividing the NAVD 88
 DS0483.geopotential number by the normal gravity value computed on the
 DS0483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0483.degrees latitude (g = 980.6199 gals.).
 DS0483
 DS0483.The modeled gravity was interpolated from observed gravity values.
 DS0483
 DS0483;                    North         East    Units  Estimated Accuracy
 DS0483;SPC NM W     -   233,240.      959,730.      MT  (+/- 180 meters Scaled)
 DS0483
 DS0483                          SUPERSEDED SURVEY CONTROL
 DS0483
 DS0483  NGVD 29 (??/??/92) 1220.360  (m)         4003.80   (f) ADJ UNCH    2 0
 DS0483
 DS0483.Superseded values are not recommended for survey control.
 DS0483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0483.See file dsdata.txt to determine how the superseded data were derived.
 DS0483
 DS0483_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS652628(NAD 83)
 DS0483_MARKER: DZ = AZIMUTH MARK DISK
 DS0483_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0483_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0483_STAMPING: BALZER
 DS0483_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0483+STABILITY: SURFACE MOTION
 DS0483
 DS0483  HISTORY     - Date     Condition        Report By
 DS0483  HISTORY     - UNK      MONUMENTED       WSMR
 DS0483  HISTORY     - 1969     GOOD             NGS
 DS0483
 DS0483                          STATION DESCRIPTION
 DS0483
 DS0483'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 DS0483'5.6 MI SE FROM RHODES CANYON RANGE CENTER.
 DS0483'4.0 MILES SOUTHEAST ALONG WSMR ROUTE 6 FROM RHODES CANYON RANGE
 DS0483'CENTER, THENCE 1.6 MILES SOUTH ALONG WSMR ROUTE 304, THENCE RIGHT 0.1
 DS0483'MILE ON TRACK ROAD, 75 YARDS WEST OF A TELEPHONE POLE, 3 FEET SOUTH OF
 DS0483'A 4 X 4 WITNESS POST, SET IN THE TOP OF AN 11 INCH SQUARE REINFORCED
 DS0483'CONCRETE POST WHICH PROJECTS 3 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0779 ***********************************************************************
 CW0779  DESIGNATION -  BANDANA
 CW0779  PID         -  CW0779
 CW0779  STATE/COUNTY-  NM/EDDY
 CW0779  USGS QUAD   -  BANDANNA POINT (1978)
 CW0779
 CW0779                         *CURRENT SURVEY CONTROL
 CW0779  ___________________________________________________________________
 CW0779* NAD 83(1992)-  32 15 47.11407(N)    104 34 48.83218(W)     ADJUSTED  
 CW0779* NAVD 88     -      1441.     (meters)    4728.     (feet)  SCALED    
 CW0779  ___________________________________________________________________
 CW0779  LAPLACE CORR-          -6.42  (seconds)                    DEFLEC99
 CW0779  GEOID HEIGHT-         -23.17  (meters)                     GEOID03
 CW0779
 CW0779  HORZ ORDER  -  SECOND
 CW0779
 CW0779.The horizontal coordinates were established by classical geodetic methods
 CW0779.and adjusted by the National Geodetic Survey in December 1993..
 CW0779
 CW0779.The orthometric height was scaled from a topographic map.
 CW0779
 CW0779.The Laplace correction was computed from DEFLEC99 derived deflections.
 CW0779
 CW0779.The geoid height was determined by GEOID03.
 CW0779
 CW0779;                    North         East     Units Scale Factor Converg.
 CW0779;SPC NM E     -   140,065.644   141,738.795   MT  0.99991576   -0 07 54.5
 CW0779;SPC NM E     -   459,532.03    465,021.36   sFT  0.99991576   -0 07 54.5
 CW0779;UTM  13      - 3,569,674.846   539,535.931   MT  0.99961928   +0 13 26.7
 CW0779
 CW0779!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CW0779!SPC NM E     -   0.99977750  x   0.99991576  =   0.99969328
 CW0779!UTM  13      -   0.99977750  x   0.99961928  =   0.99939686
 CW0779
 CW0779|---------------------------------------------------------------------|
 CW0779| PID    Reference Object                     Distance      Geod. Az  |
 CW0779|                                                           dddmmss.s |
 CW0779| CH7899 BANDANA RM 2                          7.098 METERS 16712     |
 CW0779| CH7898 BANDANA RM 1                         16.422 METERS 19455     |
 CW0779| CH7897 BANDANA AZ MK                                      2981933.8 |
 CW0779|---------------------------------------------------------------------|
 CW0779
 CW0779                          SUPERSEDED SURVEY CONTROL
 CW0779
 CW0779  NAD 83(1986)-  32 15 47.11590(N)    104 34 48.82878(W) AD(       ) 2
 CW0779  NAD 27      -  32 15 46.71900(N)    104 34 46.99200(W) AD(       ) 2
 CW0779
 CW0779.Superseded values are not recommended for survey control.
 CW0779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0779.See file dsdata.txt to determine how the superseded data were derived.
 CW0779
 CW0779_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SER3953669675(NAD 83)
 CW0779_MARKER: DS = TRIANGULATION STATION DISK
 CW0779_SETTING: 66 = SET IN ROCK OUTCROP
 CW0779_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CW0779+SATELLITE: SATELLITE OBSERVATIONS - December 20, 2004
 CW0779
 CW0779  HISTORY     - Date     Condition        Report By
 CW0779  HISTORY     - 1944     MONUMENTED       CGS
 CW0779  HISTORY     - 20041220 GOOD             INDIV
 CW0779
 CW0779                          STATION DESCRIPTION
 CW0779
 CW0779'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (EHB)
 CW0779'STATION IS LOCATED ON A PROMINENT RIDGE ABOUT 24 MILES AIRLINE SW
 CW0779'OF CARLSBAD, 4 MILES W OF WOOTEN RANCH AND ABOUT 2.2 MILES E OF
 CW0779'MAIN ROAD FROM U.S. HIGHWAY 285 TO EL PASO GAP.
 CW0779'
 CW0779'STATION MARK IS A BRONZE STATION DISK WEDGED IN A DRILL HOLE IN
 CW0779'OUTCROPPING BEDROCK FLUSH WITH GROUND.  STAMPED BANDANA 1944.
 CW0779'
 CW0779'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK WEDGED IN A DRILL
 CW0779'HOLE IN OUTCROPPING BEDROCK FLUSH WITH GROUND, AND ABOUT 8 INCHES
 CW0779'HIGHER THAN STATION.  STAMPED BANDANA NO 1 1944.
 CW0779'
 CW0779'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK WEDGED IN A DRILL
 CW0779'HOLE IN OUTCROPPING BEDROCK FLUSH WITH GROUND, AND ABOUT 1 FOOT
 CW0779'HIGHER THAN STATION.  STAMPED BANDANA NO 2 1944.
 CW0779'
 CW0779'AZIMUTH MARK IS ABOUT 1.2 MILES WNW OF THE STATION, ABOUT 3
 CW0779'FEET W OF CORRAL GATE, AND ABOUT 6 FEET E OF WHITE 4- BY 4-INCH
 CW0779'MARKER POST.  IT IS A BRONZE AZIMUTH DISK SET IN THE TOP OF A
 CW0779'CONCRETE POST PROJECTING ABOUT 3 INCHES ABOVE GROUND.  STAMPED
 CW0779'BANDANA 1944.
 CW0779'
 CW0779'A ROCK CAIRN NEAR THE STATION HAS A POLE TARGET IN ITS CENTER.
 CW0779'
 CW0779'TO REACH FROM THE EDDY COUNTY COURTHOUSE IN CARLSBAD, GO N ON
 CW0779'U.S. HIGHWAY 285 FOR 12 MILES TO ROAD LEFT AND SIGN EL PASO GAP.
 CW0779'TURN LEFT AND FOLLOW GRADED ROAD 11.2 MILES TO ROAD RIGHT AND SIGN
 CW0779'CAWLEY RANCH.  KEEP STRAIGHT AHEAD ON MAIN-TRAVELED ROAD TOWARD
 CW0779'EL PASO GAP 14.8 MILES TO A GRADED ROAD RIGHT.  CONTINUE ON ROAD
 CW0779'TOWARD EL PASO GAP 0.6 MILE TO TRACK ROAD SHARP LEFT, JUST AFTER
 CW0779'CROSSING WASH.  TURN LEFT AND FOLLOW TRACK ROAD SE 1.3 MILES TO
 CW0779'WINDMILL AND CORRALS.  ALSO AZIMUTH MARK NEAR GATE IN CORRAL.
 CW0779'PASS THROUGH GATE AND FOLLOW TRACK ROAD E 0.2 MILE TO FORKS
 CW0779'JUST AFTER CROSSING DRAW.  TURN SHARP RIGHT AND FOLLOW TRACK
 CW0779'ROAD SE 1.2 MILES TO DIM TRACK ROAD SHARP LEFT.  TURN LEFT ON
 CW0779'DIM TRACK ROAD 0.2 MILE.  THENCE RIGHT ACROSS COUNTRY 0.3 MILE
 CW0779'TO BASE OF RIDGE.  PACK ABOUT 1/4 MILE NE TO HIGHEST POINT OF
 CW0779'RIDGE AND STATION, ABOUT 25 FEET NE OF CAIRN.
 CW0779'
 CW0779'A 4-FOOT WOOD STAND WAS USED FOR OBSERVATIONS.
 CW0779'
 CW0779'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 CW0779
 CW0779                          STATION RECOVERY (2004)
 CW0779
 CW0779'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (TAR)
 CW0779'MARK FOUND OK.  RM NO.1 MAG AZ TO STA. 266DEG.  RM NO.2 MAG AZ TO STA.
 CW0779'338DEG.  AZ. MARK IS LOCATED ABOUT 100FT EAST FROM A CORRAL AND IS
 CW0779'ERODED AROUND IT.  THE MARK PROTRUDES ABOUT A FOOT AND LOOKS LIKE A
 CW0779'CONCRETE MUSHROOM.  THERE IS NO GATE NEARBY, OR 4X4 POST.  THERE IS A
 CW0779'LOOSE CONCRETE 4X4 POST GROUND ANCHOR NEARBY.  ROCK CAIRN WEST OF
 CW0779'STATION HAS NO POLE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0782 ***********************************************************************
 CW0782  DESIGNATION -  BANDANA
 CW0782  PID         -  CW0782
 CW0782  STATE/COUNTY-  NM/EDDY
 CW0782  USGS QUAD   -  BANDANNA POINT (1978)
 CW0782
 CW0782                         *CURRENT SURVEY CONTROL
 CW0782  ___________________________________________________________________
 CW0782* NAD 83(1992)-  32 20 07.94075(N)    104 33 45.82686(W)     ADJUSTED  
 CW0782* NAVD 88     -      1413.     (meters)    4636.     (feet)  VERTCON   
 CW0782  ___________________________________________________________________
 CW0782  LAPLACE CORR-          -5.18  (seconds)                    DEFLEC99
 CW0782  GEOID HEIGHT-         -23.22  (meters)                     GEOID03
 CW0782
 CW0782  HORZ ORDER  -  THIRD
 CW0782
 CW0782.The horizontal coordinates were established by classical geodetic methods
 CW0782.and adjusted by the National Geodetic Survey in December 1993..
 CW0782
 CW0782.The NAVD 88 height was computed by applying the VERTCON shift value to
 CW0782.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CW0782
 CW0782.The Laplace correction was computed from DEFLEC99 derived deflections.
 CW0782
 CW0782.The geoid height was determined by GEOID03.
 CW0782
 CW0782;                    North         East     Units Scale Factor Converg.
 CW0782;SPC NM E     -   148,095.618   143,404.868   MT  0.99991484   -0 07 21.7
 CW0782;SPC NM E     -   485,877.04    470,487.47   sFT  0.99991484   -0 07 21.7
 CW0782;UTM  13      - 3,577,712.650   541,151.569   MT  0.99962088   +0 14 02.0
 CW0782
 CW0782!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CW0782!SPC NM E     -   0.99978190  x   0.99991484  =   0.99969676
 CW0782!UTM  13      -   0.99978190  x   0.99962088  =   0.99940287
 CW0782
 CW0782:                Primary Azimuth Mark                     Grid Az
 CW0782:SPC NM E     -  BOGLE                                    010 07 24.6
 CW0782:UTM  13      -  BOGLE                                    009 46 00.9
 CW0782
 CW0782|---------------------------------------------------------------------|
 CW0782| PID    Reference Object                     Distance      Geod. Az  |
 CW0782|                                                           dddmmss.s |
 CW0782| CW0775 BOGLE                               APPROX. 4.5 KM 0100002.9 |
 CW0782|---------------------------------------------------------------------|
 CW0782
 CW0782                          SUPERSEDED SURVEY CONTROL
 CW0782
 CW0782  NAD 83(1986)-  32 20 07.94286(N)    104 33 45.82288(W) AD(       ) 3
 CW0782  NAD 27      -  32 20 07.54626(N)    104 33 43.97689(W) AD(       ) 3
 CW0782  NGVD 29 (07/19/86) 1412.     (m)         4633.     (f) VERT ANG       
 CW0782
 CW0782.Superseded values are not recommended for survey control.
 CW0782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0782.See file dsdata.txt to determine how the superseded data were derived.
 CW0782
 CW0782_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SER4115277713(NAD 83)
 CW0782_MARKER: DD = SURVEY DISK
 CW0782_SETTING: 66 = SET IN ROCK OUTCROP
 CW0782_SP_SET: SET IN ROCK OUTCROP
 CW0782_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CW0782+STABILITY: POSITION/ELEVATION WELL
 CW0782
 CW0782  HISTORY     - Date     Condition        Report By
 CW0782  HISTORY     - 1940     MONUMENTED       USGS
 CW0782  HISTORY     - 20041229 MARK NOT FOUND   INDIV
 CW0782
 CW0782                          STATION DESCRIPTION
 CW0782
 CW0782'DESCRIBED BY US GEOLOGICAL SURVEY 1940
 CW0782'ON HIGHEST WESTERN POINT OF RIDGE, KNOWN AS --BANDANA RIDGE--, IN THE
 CW0782'NW. 1/4 OF SEC. 1, T 23 S, R 23 E.
 CW0782'
 CW0782'STATION MARK--STANDARD BRONZE TABLET, CEMENTED IN ROCK, AND STAMPED
 CW0782'---BANDANA 1940 VA 4633---.
 CW0782
 CW0782                          STATION RECOVERY (2004)
 CW0782
 CW0782'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (TAR)
 CW0782'ACCESS TO THE SURVEY MARK DENIED BY PROPERTY OWNERS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1236 ***********************************************************************
 FO1236  DESIGNATION -  BANK
 FO1236  PID         -  FO1236
 FO1236  STATE/COUNTY-  NM/BERNALILLO
 FO1236  USGS QUAD   -  ALBUQUERQUE EAST (1990)
 FO1236
 FO1236                         *CURRENT SURVEY CONTROL
 FO1236  ___________________________________________________________________
 FO1236* NAD 83(1992)-  35 04 41.49409(N)    106 35 07.79218(W)     ADJUSTED  
 FO1236* NAVD 88     -      1669.0    (meters)    5476.     (feet)  VERTCON   
 FO1236  ___________________________________________________________________
 FO1236  LAPLACE CORR-           9.34  (seconds)                    DEFLEC99
 FO1236  GEOID HEIGHT-         -21.02  (meters)                     GEOID03
 FO1236
 FO1236  HORZ ORDER  -  FIRST
 FO1236
 FO1236.The horizontal coordinates were established by classical geodetic methods
 FO1236.and adjusted by the National Geodetic Survey in December 1993..
 FO1236
 FO1236.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1236.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1236
 FO1236.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1236
 FO1236.The geoid height was determined by GEOID03.
 FO1236
 FO1236;                    North         East     Units Scale Factor Converg.
 FO1236;SPC NM C     -   452,299.638   469,405.181   MT  0.99991153   -0 11 34.1
 FO1236;SPC NM C     - 1,483,919.73  1,540,040.16   sFT  0.99991153   -0 11 34.1
 FO1236;UTM  13      - 3,882,863.952   355,452.150   MT  0.99985751   -0 54 40.8
 FO1236
 FO1236!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1236!SPC NM C     -   0.99974139  x   0.99991153  =   0.99965294
 FO1236!UTM  13      -   0.99974139  x   0.99985751  =   0.99959893
 FO1236
 FO1236:                Primary Azimuth Mark                     Grid Az
 FO1236:SPC NM C     -  ALBUQUERQUE RAD KHFM MAST                085 03 39.1
 FO1236:UTM  13      -  ALBUQUERQUE RAD KHFM MAST                085 46 45.8
 FO1236
 FO1236|---------------------------------------------------------------------|
 FO1236| PID    Reference Object                     Distance      Geod. Az  |
 FO1236|                                                           dddmmss.s |
 FO1236| FO1234 ALBUQUERQUE RAD KHFM MAST           436.579 METERS 0845205.0 |
 FO1236| FO1219 ALBUQUERQUE SANDIA AFB NW TANK      APPROX. 4.2 KM 1211914.9 |
 FO1236| FO1235 ALBUQUERQUE SANDIA AFB SE TANK      APPROX. 4.9 KM 1241630.1 |
 FO1236| FO1192 ALBUQUERQUE VET HOSP N TK           APPROX. 2.8 KM 1741541.2 |
 FO1236| FO1211 ALBUQUERQUE RAD KKC 687 MAST        APPROX. 3.8 KM 3320939.4 |
 FO1236| FO1220 ALBUQUERQUE RAD KRZY MAST           APPROX. 3.1 KM 3515319.6 |
 FO1236|---------------------------------------------------------------------|
 FO1236
 FO1236                          SUPERSEDED SURVEY CONTROL
 FO1236
 FO1236  NAD 83(1986)-  35 04 41.49977(N)    106 35 07.79330(W) AD(       ) 1
 FO1236  NAD 27      -  35 04 41.33132(N)    106 35 05.70597(W) AD(       ) 1
 FO1236  NGVD 29 (07/19/86) 1668.2    (m)         5473.     (f) VERT ANG       
 FO1236
 FO1236.Superseded values are not recommended for survey control.
 FO1236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1236.See file dsdata.txt to determine how the superseded data were derived.
 FO1236
 FO1236_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU5545282864(NAD 83)
 FO1236_MARKER: DS = TRIANGULATION STATION DISK
 FO1236_SETTING: 0 = UNSPECIFIED SETTING
 FO1236_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FO1236_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FO1236+SATELLITE: SATELLITE OBSERVATIONS - August 05, 2003
 FO1236
 FO1236  HISTORY     - Date     Condition        Report By
 FO1236  HISTORY     - 1969     MONUMENTED       CGS
 FO1236  HISTORY     - 20030805 GOOD             USPSQD
 FO1236
 FO1236                          STATION DESCRIPTION
 FO1236
 FO1236'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JLC)
 FO1236'THE STATION IS LOCATED ON THE ROOF OF THE FIRST NATIONAL BANK
 FO1236'BUILDING EAST, IN THE NORTHEAST ANGLE OF THE INTERSECTION OF
 FO1236'CENTRAL AVENUE (U.S. HIGHWAY 66) AND SAN MATEO BOULEVARD IN
 FO1236'ALBUQUERQUE AND ON PROPERTY OWNED BY THE DEL WEBB CORPORATION.
 FO1236'
 FO1236'THE STATION MARK IS A STANDARD DISK STAMPED BANK 1969, SET
 FO1236'IN TAR IN THE ROOF OF THE BUILDING.  A 5-INCH COPPER STOVE PIPE
 FO1236'WITH CAP COVERS THE MARK.  THE PIPE PROJECTS 4 INCHES ABOVE
 FO1236'THE ROOF SURFACE.  IT IS 38.4 FEET EAST OF THE EAST EDGE OF A
 FO1236'CHIMNEY, 32.3 FEET SOUTH OF THE NORTH COPING (INNER EDGE) AND
 FO1236'24 FEET WEST OF THE EAST COPING (INNER EDGE).
 FO1236'
 FO1236'NOTE--NO REFERENCE MARKS OR AN AZIMUTH MARK WERE ESTABLISHED
 FO1236'AT THIS STATION.
 FO1236
 FO1236                          STATION RECOVERY (2003)
 FO1236
 FO1236'RECOVERY NOTE BY US POWER SQUADRON 2003 (AFA)
 FO1236'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0683 ***********************************************************************
 FN0683  DESIGNATION -  BANK
 FN0683  PID         -  FN0683
 FN0683  STATE/COUNTY-  NM/SANTA FE
 FN0683  USGS QUAD   -  GLORIETA (1993)
 FN0683
 FN0683                         *CURRENT SURVEY CONTROL
 FN0683  ___________________________________________________________________
 FN0683* NAD 83(1992)-  35 32 53.12272(N)    105 52 05.31154(W)     ADJUSTED  
 FN0683* NAVD 88     -      2203.8    (meters)    7230.     (feet)  VERTCON   
 FN0683  ___________________________________________________________________
 FN0683  LAPLACE CORR-           6.14  (seconds)                    DEFLEC99
 FN0683  GEOID HEIGHT-         -18.48  (meters)                     GEOID03
 FN0683
 FN0683  HORZ ORDER  -  SECOND
 FN0683
 FN0683.The horizontal coordinates were established by classical geodetic methods
 FN0683.and adjusted by the National Geodetic Survey in December 1993..
 FN0683
 FN0683.The NAVD 88 height was computed by applying the VERTCON shift value to
 FN0683.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FN0683
 FN0683.The Laplace correction was computed from DEFLEC99 derived deflections.
 FN0683
 FN0683.The geoid height was determined by GEOID03.
 FN0683
 FN0683;                    North         East     Units Scale Factor Converg.
 FN0683;SPC NM C     -   504,443.348   534,621.695   MT  0.99991477   +0 13 19.2
 FN0683;SPC NM C     - 1,654,994.55  1,754,004.68   sFT  0.99991477   +0 13 19.2
 FN0683;UTM  13      - 3,934,173.482   421,311.473   MT  0.99967630   -0 30 17.1
 FN0683
 FN0683!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FN0683!SPC NM C     -   0.99965711  x   0.99991477  =   0.99957191
 FN0683!UTM  13      -   0.99965711  x   0.99967630  =   0.99933352
 FN0683
 FN0683|---------------------------------------------------------------------|
 FN0683| PID    Reference Object                     Distance      Geod. Az  |
 FN0683|                                                           dddmmss.s |
 FN0683| CJ5671 BANK RM 1                             4.665 METERS 13231     |
 FN0683| CJ5672 BANK RM 2                             5.558 METERS 25846     |
 FN0683| CJ5670 BANK AZ MK                                         3150252.0 |
 FN0683|---------------------------------------------------------------------|
 FN0683
 FN0683                          SUPERSEDED SURVEY CONTROL
 FN0683
 FN0683  NAD 83(1986)-  35 32 53.12532(N)    105 52 05.31535(W) AD(       ) 2
 FN0683  NAD 27      -  35 32 52.99750(N)    105 52 03.24760(W) AD(       ) 2
 FN0683  NGVD 29 (07/19/86) 2202.8    (m)         7227.     (f) VERT ANG       
 FN0683
 FN0683.Superseded values are not recommended for survey control.
 FN0683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0683.See file dsdata.txt to determine how the superseded data were derived.
 FN0683
 FN0683_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV2131134173(NAD 83)
 FN0683_MARKER: DS = TRIANGULATION STATION DISK
 FN0683_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FN0683
 FN0683  HISTORY     - Date     Condition        Report By
 FN0683  HISTORY     - 1953     MONUMENTED       CGS
 FN0683  HISTORY     - 1985     GOOD             VAILCO
 FN0683  HISTORY     - 1985     GOOD             LOCENG
 FN0683
 FN0683                          STATION DESCRIPTION
 FN0683
 FN0683'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (WRH)
 FN0683'THE STATION IS LOCATED ALONG THE SOUTHWEST SIDE OF U.S. HIGHWAY
 FN0683'84 AND 85, ON THE HIGHEST POINT OF A 30-FOOT CUT BANK.  IT IS,
 FN0683'AIRLINE, 10 MILES SOUTHEAST OF SANTA FE, 11 MILES WEST-SOUTHWEST
 FN0683'OF PECOS, AND 11 MILES WEST-NORTHWEST OF ROWE.
 FN0683'
 FN0683'TO REACH FROM THE STATE CAPITOL BUILDING IN SANTA FE, GO
 FN0683'NORTH ON DON GASPAR STREET FOR 0.05 MILE TO ALAMEDA STREET.
 FN0683'TURN RIGHT ONTO ALAMEDA STREET AND GO 0.1 MILE TO U.S. HIGHWAY
 FN0683'84 AND 85.  TURN RIGHT AND GO SOUTHEAST ON U.S. HIGHWAY 84
 FN0683'AND 85 FOR 9.5 MILES TO ITS JUNCTION WITH U.S. HIGHWAY 285.
 FN0683'CONTINUE SOUTHEAST ON U.S. HIGHWAY 84 AND 85 FOR 0.4 MILE TO
 FN0683'THE AZIMUTH MARK ON THE RIGHT.  CONTINUE SOUTHEAST FOR 0.4
 FN0683'MILE TO THE STATION ON THE HIGHEST POINT OF THE CUT BANK ON
 FN0683'THE RIGHT.
 FN0683'
 FN0683'THE STATION MARK IS A STANDARD DISK STAMPED BANK 1953, SET
 FN0683'IN THE TOP OF A 10-INCH-SQUARE CONCRETE MONUMENT THAT PROJECTS
 FN0683'4 INCHES.  IT IS 50 FEET SOUTHWEST OF THE CENTER LINE OF THE
 FN0683'HIGHWAY, 33 FEET NORTHEAST OF A FENCE LINE, AND 15 FEET SOUTHWEST
 FN0683'OF THE EDGE OF THE CUT BANK.
 FN0683'
 FN0683'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED BANK
 FN0683'NO 1 1953, SET IN THE TOP OF A 10-INCH-SQUARE CONCRETE MONUMENT
 FN0683'THAT PROJECTS 4 INCHES.  IT IS 16 FEET SOUTHWEST OF THE EDGE
 FN0683'OF THE CUT BANK, 32 FEET NORTHEAST OF THE FENCE LINE, AND AT
 FN0683'THE SAME ELEVATION AS THE STATION.
 FN0683'
 FN0683'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED BANK
 FN0683'NO 2 1953, SET IN THE TOP OF A 10-INCH-SQUARE CONCRETE MONUMENT
 FN0683'THAT PROJECTS 4 INCHES.  IT IS 30 FEET SOUTHWEST OF THE EDGE
 FN0683'OF THE CUT BANK, 22 FEET NORTHEAST OF THE FENCE LINE, AND AT THE
 FN0683'SAME ELEVATION AS THE STATION.
 FN0683'
 FN0683'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BANK 1953, SET
 FN0683'IN THE TOP OF A 10-INCH-SQUARE CONCRETE MONUMENT THAT PROJECTS
 FN0683'4 INCHES.  IT IS LOCATED ON THE HIGHEST POINT OF THE FIRST
 FN0683'CUT BANK NORTHWEST OF THE STATION, AND IS 75 FEET SOUTHWEST
 FN0683'OF THE CENTER LINE OF U.S. HIGHWAY 84 AND 85, 24 FEET NORTHEAST
 FN0683'OF A FENCE LINE, AND 18 FEET SOUTHWEST OF THE EDGE OF THE CUT
 FN0683'BANK.
 FN0683'
 FN0683'HEIGHT OF LIGHT ABOVE STATION MARK 1.42 METERS.
 FN0683
 FN0683                          STATION RECOVERY (1985)
 FN0683
 FN0683'RECOVERY NOTE BY VAIL COMPANY 1985 (RAV)
 FN0683'BANK 1953 FOUND GOOD.
 FN0683'
 FN0683'STATION AND ALL MARKS RECOVERED IN GOOD CONDITION.  STATION IS ON THE
 FN0683'OLD PORTION OF US HWY 84/85 WHICH IS NOW AN ACCESS HWY OF INTERSTATE
 FN0683'HWY 25.
 FN0683
 FN0683                          STATION RECOVERY (1985)
 FN0683
 FN0683'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1985 (RAV)
 FN0683'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1720 ***********************************************************************
 FO1720  DESIGNATION -  BANK
 FO1720  PID         -  FO1720
 FO1720  STATE/COUNTY-  NM/SANDOVAL
 FO1720  USGS QUAD   -  BERNALILLO NW (1990)
 FO1720
 FO1720                         *CURRENT SURVEY CONTROL
 FO1720  ___________________________________________________________________
 FO1720* NAD 83(1992)-  35 27 20.10163(N)    106 39 17.18915(W)     ADJUSTED  
 FO1720* NAVD 88     -      1614.88   (+/-2cm)    5298.2    (feet)  VERTCON   
 FO1720  ___________________________________________________________________
 FO1720  LAPLACE CORR-          -0.31  (seconds)                    DEFLEC99
 FO1720  GEOID HEIGHT-         -20.80  (meters)                     GEOID03
 FO1720
 FO1720  HORZ ORDER  -  THIRD
 FO1720  VERT ORDER  -  THIRD ? (See Below)
 FO1720
 FO1720.The horizontal coordinates were established by classical geodetic methods
 FO1720.and adjusted by the National Geodetic Survey in December 1993..
 FO1720
 FO1720.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1720.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1720.The vertical order pertains to the NGVD 29 superseded value.
 FO1720
 FO1720.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1720
 FO1720.The geoid height was determined by GEOID03.
 FO1720
 FO1720;                    North         East     Units Scale Factor Converg.
 FO1720;SPC NM C     -   494,189.077   463,258.400   MT  0.99991663   -0 14 05.3
 FO1720;SPC NM C     - 1,621,352.00  1,519,873.60   sFT  0.99991663   -0 14 05.3
 FO1720;UTM  13      - 3,924,825.565   349,833.889   MT  0.99987789   -0 57 36.2
 FO1720
 FO1720!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1720!SPC NM C     -   0.99974986  x   0.99991663  =   0.99966651
 FO1720!UTM  13      -   0.99974986  x   0.99987789  =   0.99962778
 FO1720
 FO1720                          SUPERSEDED SURVEY CONTROL
 FO1720
 FO1720  NAD 83(1992)-  35 27 20.10691(N)    106 39 17.19022(W) AD(       ) 3
 FO1720  NGVD 29 (02/08/93) 1613.99   (m)         5295.2    (f) LEVELING    3  
 FO1720
 FO1720.Superseded values are not recommended for survey control.
 FO1720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1720.See file dsdata.txt to determine how the superseded data were derived.
 FO1720
 FO1720_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV4983424826(NAD 83)
 FO1720_MARKER: DD = SURVEY DISK
 FO1720_SETTING: 0 = UNSPECIFIED SETTING
 FO1720_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FO1720
 FO1720  HISTORY     - Date     Condition        Report By
 FO1720  HISTORY     - 1949     MONUMENTED       USGS
 FO1720
 FO1720                          STATION DESCRIPTION
 FO1720
 FO1720'DESCRIBED BY US GEOLOGICAL SURVEY 1949
 FO1720'STATION IS LOCATED ABOUT 12 MI. NW. OF BERNALILLO, ABOUT 1.1 MI. NE.
 FO1720'OF STATE HIGHWAY 44, ABOUT 60 FT. E. OF DRAIN AND 600 FT. SW. OF
 FO1720'JEMEZ RIVER.
 FO1720'
 FO1720'TO REACH STATION FROM JUNCTION OF U.S. HIGHWAY 85 AND STATE HIGHWAY
 FO1720'44, ABOUT 1.0 MI. N. OF BERNALILLO, GO 12.7 MI. W. ON STATE HIGHWAY
 FO1720'44 TO DIM RD. FORK ON N. (RIGHT) SIDE (ABOUT 100 YDS. W. OF 1 X 1 X
 FO1720'5 FT. HIGH WHITE POST WHICH IS A FEDERAL RD. PROJECT MARKER AND IS
 FO1720'ON N. SIDE OF HIGHWAY), TURN RIGHT AND FOLLOW DIM RD. N. AND W. 0.1
 FO1720'MI. TO FORK, TAKE RIGHT FORK AND GO N. ALONG DIM RD. FOR 0.2 MI. TO
 FO1720'4 IN. IRON POST ABOUT 75 FT. E. OF RD., WITH GLO BRASS CAP STAMPED
 FO1720'--T14N R3E S 7 SAPG 1915--, CONTINUE ON RD. NE. 0.5 MI. TO OLD
 FO1720'RAILROAD GRADE, CONTINUE 0.3 MI. N. AND NE. TO STATION.  STATION IS
 FO1720'IN BARE FLAT WITH NO BUSHES IN IMMEDIATE VICINITY, ABOUT 150 FT.
 FO1720'
 FO1720'STATION MARK--STANDARD TABLET, STAMPED---BANK 1949 5295---, AND SET
 FO1720'IN TOP OF CONCRETE POST, PROJECTING 0.8 FT. ABOVE GROUND.
 FO1720'
 FO1720'REFERENCE MARK NO. 1--STANDARD TABLET, STAMPED---BANK NO. 1 1949---,
 FO1720'IN TOP OF CONCRETE POST, PROJECTING 0.8 FT. ABOVE GROUND, 159.2 FT.
 FO1720'E. OF STATION, N 68 DEG 49 MIN W.
 FO1720'
 FO1720'REFERENCE MARK NO. 2--STANDARD TABLET, STAMPED---BANK NO. 2 1949---,
 FO1720'IN TOP OF CONCRETE POST, PROJECTING 0.8 FT. ABOVE GROUND, 105.1 FT.
 FO1720'S. OF STATION, N 00 DEG 03 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0563 ***********************************************************************
 EP0563  DESIGNATION -  BAR
 EP0563  PID         -  EP0563
 EP0563  STATE/COUNTY-  NM/LINCOLN
 EP0563  USGS QUAD   -  RAMON (1982)
 EP0563
 EP0563                         *CURRENT SURVEY CONTROL
 EP0563  ___________________________________________________________________
 EP0563* NAD 83(1992)-  34 14 44.62813(N)    104 54 26.47902(W)     ADJUSTED  
 EP0563* NAVD 88     -      1586.7    (meters)    5206.     (feet)  VERTCON   
 EP0563  ___________________________________________________________________
 EP0563  LAPLACE CORR-          -4.62  (seconds)                    DEFLEC99
 EP0563  GEOID HEIGHT-         -22.59  (meters)                     GEOID03
 EP0563
 EP0563  HORZ ORDER  -  SECOND
 EP0563
 EP0563.The horizontal coordinates were established by classical geodetic methods
 EP0563.and adjusted by the National Geodetic Survey in December 1993..
 EP0563
 EP0563.The NAVD 88 height was computed by applying the VERTCON shift value to
 EP0563.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EP0563
 EP0563.The Laplace correction was computed from DEFLEC99 derived deflections.
 EP0563
 EP0563.The geoid height was determined by GEOID03.
 EP0563
 EP0563;                    North         East     Units Scale Factor Converg.
 EP0563;SPC NM C     -   360,724.167   623,673.448   MT  1.00008848   +0 45 20.4
 EP0563;SPC NM C     - 1,183,475.87  2,046,168.64   sFT  1.00008848   +0 45 20.4
 EP0563;SPC NM E     -   360,060.954   112,126.775   MT  0.99994354   -0 19 22.9
 EP0563;SPC NM E     - 1,181,299.98    367,869.26   sFT  0.99994354   -0 19 22.9
 EP0563;UTM  13      - 3,789,406.464   508,530.826   MT  0.99960090   +0 03 07.7
 EP0563
 EP0563!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EP0563!SPC NM C     -   0.99975453  x   1.00008848  =   0.99984299
 EP0563!SPC NM E     -   0.99975453  x   0.99994354  =   0.99969809
 EP0563!UTM  13      -   0.99975453  x   0.99960090  =   0.99935553
 EP0563
 EP0563:                Primary Azimuth Mark                     Grid Az
 EP0563:SPC NM C     -  CURVE                                    155 44 25.7
 EP0563:SPC NM E     -  CURVE                                    156 49 09.0
 EP0563:UTM  13      -  CURVE                                    156 26 38.4
 EP0563
 EP0563|---------------------------------------------------------------------|
 EP0563| PID    Reference Object                     Distance      Geod. Az  |
 EP0563|                                                           dddmmss.s |
 EP0563| EP0558 CURVE                               APPROX. 9.6 KM 1562946.1 |
 EP0563| CJ6567 BAR RM 1                             15.498 METERS 16602     |
 EP0563| CJ6568 BAR RM 2                             15.329 METERS 34601     |
 EP0563|---------------------------------------------------------------------|
 EP0563
 EP0563                          SUPERSEDED SURVEY CONTROL
 EP0563
 EP0563  NAD 83(1986)-  34 14 44.63457(N)    104 54 26.47829(W) AD(       ) 2
 EP0563  NAD 27      -  34 14 44.34883(N)    104 54 24.52052(W) AD(       ) 2
 EP0563  NGVD 29 (07/19/86) 1585.9    (m)         5203.     (f) VERT ANG       
 EP0563
 EP0563.Superseded values are not recommended for survey control.
 EP0563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EP0563.See file dsdata.txt to determine how the superseded data were derived.
 EP0563
 EP0563_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SET0853189406(NAD 83)
 EP0563_MARKER: DD = SURVEY DISK
 EP0563_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 EP0563+WITH SETTING: INFORMATION.
 EP0563_SP_SET: PREFABRICATED CONCRETE POST
 EP0563_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EP0563+SATELLITE: SATELLITE OBSERVATIONS - December 20, 2003
 EP0563
 EP0563  HISTORY     - Date     Condition        Report By
 EP0563  HISTORY     - 1967     MONUMENTED       USGS
 EP0563  HISTORY     - 20031220 GOOD             INDIV
 EP0563
 EP0563                          STATION DESCRIPTION
 EP0563
 EP0563'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (EGE)
 EP0563'STATION IS LOCATED S. 52 DEG W., ABOUT 22 MI. (AIRLINE) FROM
 EP0563'YESO, NEW MEXICO, S. 34 DEG E., ABOUT 29 MI. (AIRLINE) FROM
 EP0563'THE JUNCTION OF U.S. HIGHWAYS 60 AND 285 ABOUT 1 MI. SE OF
 EP0563'VAUGHN, NEW MEXICO, ABOUT 0.9 MI. NNW OF THE BAR AND CAFE
 EP0563'AT RAMON, NEW MEXICO.  90.5 FT. W. OF THE CENTERLINE OF
 EP0563'HIGHWAY 285.  9.5 FT. E. OF THE ROW FENCE.  STATION SITE
 EP0563'CAN BE LOCATED FROM THE FORT SUMNER (NI 13-5) AMS 1--250,000
 EP0563'SERIES MAP.
 EP0563'
 EP0563'STATION MARK--A STANDARD USGS BRONZE TABLET CRIMPED TO A
 EP0563'COPPERWELD ROD DRIVEN TO REFUSAL (10 FT.), FLUSH WITH GROUND.
 EP0563'CENTERED IN 6 IN. TILE, 12 IN. LONG, FILLED WITH GRAVEL.
 EP0563'3 FT. NW. OF A WITNESS SIGN ON A METAL POST.  STAMPED BAR
 EP0563'ET 1967.
 EP0563'
 EP0563'REFERENCE MARK NO. 1--A STANDARD USGS BRONZE R.M. TABLET CRIMPED
 EP0563'TO A COPPERWELD ROD DRIVEN TO REFUSAL (10 FT.), FLUSH WITH
 EP0563'GROUND.  CENTERED IN 6 IN. TILE, 12 IN. LONG, FILLED WITH
 EP0563'GRAVEL.  STAMPED BAR ET 1967 NO. 1.
 EP0563'
 EP0563'REFERENCE MARK NO. 2--A STANDARD USGS BRONZE R.M. TABLET
 EP0563'CRIMPED TO A COPPERWELD ROD DRIVEN TO REFUSAL (3 FT.) FLUSH
 EP0563'WITH GROUND, CENTERED IN 6 IN. TILE, 12 IN. LONG, FILLED
 EP0563'WITH GRAVEL.  STAMPED BAR ET 1967 NO. 2.
 EP0563'
 EP0563'STATION CURVE ET 1967 IS VISIBLE FROM THE GROUND AND WILL
 EP0563'SERVE AS THE AZIMUTH MARK.
 EP0563
 EP0563                          STATION RECOVERY (2003)
 EP0563
 EP0563'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (EBA)
 EP0563'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0746 ***********************************************************************
 CW0746  DESIGNATION -  BAR
 CW0746  PID         -  CW0746
 CW0746  STATE/COUNTY-  NM/EDDY
 CW0746  USGS QUAD   -  RED BLUFF (1985)
 CW0746
 CW0746                         *CURRENT SURVEY CONTROL
 CW0746  ___________________________________________________________________
 CW0746* NAD 83(1992)-  32 00 53.45769(N)    104 00 33.67186(W)     ADJUSTED  
 CW0746* NAVD 88     -       902.     (meters)    2959.     (feet)  SCALED    
 CW0746  ___________________________________________________________________
 CW0746  LAPLACE CORR-          -1.99  (seconds)                    DEFLEC99
 CW0746  GEOID HEIGHT-         -25.60  (meters)                     GEOID03
 CW0746
 CW0746  HORZ ORDER  -  THIRD
 CW0746
 CW0746.The horizontal coordinates were established by classical geodetic methods
 CW0746.and adjusted by the National Geodetic Survey in December 1993..
 CW0746
 CW0746.The orthometric height was scaled from a topographic map.
 CW0746
 CW0746.The Laplace correction was computed from DEFLEC99 derived deflections.
 CW0746
 CW0746.The geoid height was determined by GEOID03.
 CW0746
 CW0746;                    North         East     Units Scale Factor Converg.
 CW0746;SPC NM E     -   112,560.355   195,606.246   MT  0.99992064   +0 10 18.3
 CW0746;SPC NM E     -   369,291.76    641,751.49   sFT  0.99992064   +0 10 18.3
 CW0746;UTM  13      - 3,542,510.447   593,558.850   MT  0.99970795   +0 31 30.8
 CW0746
 CW0746!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CW0746!SPC NM E     -   0.99986234  x   0.99992064  =   0.99978299
 CW0746!UTM  13      -   0.99986234  x   0.99970795  =   0.99957033
 CW0746
 CW0746:                Primary Azimuth Mark                     Grid Az
 CW0746:SPC NM E     -  RUSTLER                                  029 12 12.5
 CW0746:UTM  13      -  RUSTLER                                  028 51 00.0
 CW0746
 CW0746|---------------------------------------------------------------------|
 CW0746| PID    Reference Object                     Distance      Geod. Az  |
 CW0746|                                                           dddmmss.s |
 CW0746| CV0873 RUSTLER                             APPROX. 5.7 KM 0292230.8 |
 CW0746|---------------------------------------------------------------------|
 CW0746
 CW0746                          SUPERSEDED SURVEY CONTROL
 CW0746
 CW0746  NAD 83(1986)-  32 00 53.45630(N)    104 00 33.66841(W) AD(       ) 3
 CW0746  NAD 27      -  32 00 53.00651(N)    104 00 31.92644(W) AD(       ) 3
 CW0746
 CW0746.Superseded values are not recommended for survey control.
 CW0746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0746.See file dsdata.txt to determine how the superseded data were derived.
 CW0746
 CW0746_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SER9355942510(NAD 83)
 CW0746_MARKER: DD = SURVEY DISK
 CW0746_SETTING: 66 = SET IN ROCK OUTCROP
 CW0746_SP_SET: SET IN ROCK OUTCROP
 CW0746_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CW0746+STABILITY: POSITION/ELEVATION WELL
 CW0746
 CW0746  HISTORY     - Date     Condition        Report By
 CW0746  HISTORY     - 1944     MONUMENTED       USGS
 CW0746
 CW0746                          STATION DESCRIPTION
 CW0746
 CW0746'DESCRIBED BY US GEOLOGICAL SURVEY 1944
 CW0746'STATION IS ABOUT 1.5 MI. NE. OF STATE LINE BAR ON U.S. HIGHWAY 285,
 CW0746'IT IS ABOUT 0.25 MI. E. OF WINDMILL, ON THE HIGHEST POINT OF A LOW
 CW0746'RIDGE.
 CW0746'
 CW0746'STATION MARK--STANDARD TABLET, SET IN ROCK, AND STAMPED ---BAR
 CW0746'1944---.
 CW0746'
 CW0746'REFERENCE MARK NO. 1--STANDARD REFERENCE TABLET, SET IN ROCK, STAMPED
 CW0746'---NO. 1---, 100.27 FT. DISTANT FROM STATION MARK,
 CW0746'N 75 DEG 02 MIN E.
 CW0746'
 CW0746'REFERENCE MARK NO. 2--STANDARD REFERENCE TABLET, SET IN ROCK, STAMPED
 CW0746'---NO. 2---, 99.40 FT. DISTANT FROM STATION MARK, S 03 DEG 41 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0701 ***********************************************************************
 EO0701  DESIGNATION -  BARB ET
 EO0701  PID         -  EO0701
 EO0701  STATE/COUNTY-  NM/QUAY
 EO0701  USGS QUAD   -  QUAY (1970)
 EO0701
 EO0701                         *CURRENT SURVEY CONTROL
 EO0701  ___________________________________________________________________
 EO0701* NAD 83(1992)-  34 52 47.33291(N)    103 45 38.02226(W)     ADJUSTED  
 EO0701* NAVD 88     -      1342.0    (meters)    4403.     (feet)  VERTCON   
 EO0701  ___________________________________________________________________
 EO0701  LAPLACE CORR-          -0.47  (seconds)                    DEFLEC99
 EO0701  GEOID HEIGHT-         -23.45  (meters)                     GEOID03
 EO0701
 EO0701  HORZ ORDER  -  SECOND
 EO0701
 EO0701.The horizontal coordinates were established by classical geodetic methods
 EO0701.and adjusted by the National Geodetic Survey in December 1993..
 EO0701
 EO0701.The NAVD 88 height was computed by applying the VERTCON shift value to
 EO0701.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EO0701
 EO0701.The Laplace correction was computed from DEFLEC99 derived deflections.
 EO0701
 EO0701.The geoid height was determined by GEOID03.
 EO0701
 EO0701;                    North         East     Units Scale Factor Converg.
 EO0701;SPC NM E     -   430,395.831   217,359.152   MT  0.99994287   +0 19 39.2
 EO0701;SPC NM E     - 1,412,056.99    713,119.15   sFT  0.99994287   +0 19 39.2
 EO0701;UTM  13      - 3,860,415.769   613,268.997   MT  0.99975813   +0 42 31.9
 EO0701
 EO0701!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EO0701!SPC NM E     -   0.99979308  x   0.99994287  =   0.99973596
 EO0701!UTM  13      -   0.99979308  x   0.99975813  =   0.99955126
 EO0701
 EO0701:                Primary Azimuth Mark                     Grid Az
 EO0701:SPC NM E     -  QUAY ET                                  359 41 01.0
 EO0701:UTM  13      -  QUAY ET                                  359 18 08.3
 EO0701
 EO0701|---------------------------------------------------------------------|
 EO0701| PID    Reference Object                     Distance      Geod. Az  |
 EO0701|                                                           dddmmss.s |
 EO0701| EO0702 QUAY ET                             APPROX. 7.7 KM 0000040.2 |
 EO0701| EO0693 RAGLAND TV STA KOAT TWR             APPROX. 6.0 KM 1333958.2 |
 EO0701| CJ6569 BARB ET RM 1                         26.796 METERS 18602     |
 EO0701| CJ6570 BARB ET RM 2                         26.707 METERS 28658     |
 EO0701|---------------------------------------------------------------------|
 EO0701
 EO0701                          SUPERSEDED SURVEY CONTROL
 EO0701
 EO0701  NAD 83(1986)-  34 52 47.33746(N)    103 45 38.01334(W) AD(       ) 2
 EO0701  NAD 27      -  34 52 47.11288(N)    103 45 36.14129(W) AD(       ) 2
 EO0701  NGVD 29 (07/19/86) 1341.3    (m)         4401.     (f) VERT ANG       
 EO0701
 EO0701.Superseded values are not recommended for survey control.
 EO0701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0701.See file dsdata.txt to determine how the superseded data were derived.
 EO0701
 EO0701_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFU1326960416(NAD 83)
 EO0701_MARKER: DD = SURVEY DISK
 EO0701_SETTING: 0 = UNSPECIFIED SETTING
 EO0701
 EO0701  HISTORY     - Date     Condition        Report By
 EO0701  HISTORY     - 1970     MONUMENTED       NGS
 EO0701
 EO0701                          STATION DESCRIPTION
 EO0701
 EO0701'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (JTD)
 EO0701'THE STATION IS LOCATED SOUTH 5 DEG WEST ABOUT 20 MILES AIRLINE
 EO0701'FROM TUCUMCARI, NEW MEXICO.  NORTH 16 DEG WEST ABOUT 4 MILES
 EO0701'AIRLINE FROM RAGLAND, NEW MEXICO.  66 FEET WEST OF THE CENTER OF
 EO0701'STATE HIGHWAY 18.  52 FEET SOUTH OF EAST-WEST ROAD.  10 FEET EAST OF
 EO0701'RIGHT-OF-WAY FENCE.  4 FEET SOUTH OF A USGS WITNESS SIGN
 EO0701'MOUNTED ON A METAL POST.
 EO0701'
 EO0701'TO REACH THE STATION FROM THE POST OFFICE IN TUCUMCARI, NEW MEXICO.
 EO0701'GO FIVE BLOCKS SOUTH TO THE JUNCTION OF U.S. HIGHWAY 66 AND STATE
 EO0701'HIGHWAY 18.  THEN SOUTH ON STATE HIGHWAY 18 FOR 17.2 MILES TO QUAY
 EO0701'POST OFFICE.  CONTINUE ON SOUTH ALONG STATE HIGHWAY 18 FOR 3.2
 EO0701'MILES TO STATION.
 EO0701'
 EO0701'STATION MARK IS A USGS BRONZE TABLET SOLDERED TO A COPPER COATED
 EO0701'STEEL ROD DRIVEN TO REFUSAL (12.5 FEET) CENTERED IN A ORANGEBURG
 EO0701'TILE 6 INCHES IN DIAMETER, 12 INCHES LONG FILLED WITH GRAVEL.  THE
 EO0701'TABLET IS FLUSH WITH THE GROUND AND IS STAMPED BARB ET 1970.
 EO0701'
 EO0701'REFERENCE MARK NO. 1 IS A USGS BRONZE REFERENCE MARK TABLET SOLDERED
 EO0701'TO A COPPER COATED STEEL ROD DRIVEN TO A DEPTH OF 10 FEET, CENTERED
 EO0701'IN AN ORANGEBURG TILE, 6 INCHES IN DIAMETER, 12 INCHES LONG, FILLED
 EO0701'WITH GRAVEL.  THE TABLET IS FLUSH WITH THE GROUND AND IS STAMPED
 EO0701'BARB ET NO. 1 1970.
 EO0701'
 EO0701'REFERENCE MARK NO. 2 IS A USGS BRONZE REFERENCE MARK TABLET SOLDERED
 EO0701'TO A COPPER COATED STEEL ROD DRIVEN TO A DEPTH OF 10 FEET, CENTERED
 EO0701'IN AN ORANGEBURG TILE, 6 INCHES IN DIAMETER, 12 INCHES LONG, FILLED
 EO0701'WITH GRAVEL.  THE TABLET IS FLUSH WITH THE GROUND AND IS STAMPED
 EO0701'BARB ET NO. 2 1970.
 EO0701'
 EO0701'STATION QUAY ET 1970 IS VISIBLE FROM THE GROUND, AT THIS STATION AND
 EO0701'WILL SERVE AS THE AZIMUTH MARK.
 EO0701'
 EO0701'ALL OBSERVATIONS WERE MADE FROM A STANDARD TRIPOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1483 ***********************************************************************
 GL1483  DESIGNATION -  BARBELL
 GL1483  PID         -  GL1483
 GL1483  STATE/COUNTY-  NM/UNION
 GL1483  USGS QUAD   -  BLACK CANYON (1966)
 GL1483
 GL1483                         *CURRENT SURVEY CONTROL
 GL1483  ___________________________________________________________________
 GL1483* NAD 83(1992)-  36 22 47.04577(N)    103 24 15.38784(W)     ADJUSTED  
 GL1483* NAVD 88     -      1636.2    (meters)    5368.     (feet)  VERTCON   
 GL1483  ___________________________________________________________________
 GL1483  LAPLACE CORR-          -7.88  (seconds)                    DEFLEC99
 GL1483  GEOID HEIGHT-         -21.25  (meters)                     GEOID03
 GL1483
 GL1483  HORZ ORDER  -  THIRD
 GL1483
 GL1483.The horizontal coordinates were established by classical geodetic methods
 GL1483.and adjusted by the National Geodetic Survey in December 1993..
 GL1483
 GL1483.The NAVD 88 height was computed by applying the VERTCON shift value to
 GL1483.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GL1483
 GL1483.The Laplace correction was computed from DEFLEC99 derived deflections.
 GL1483
 GL1483.The geoid height was determined by GEOID03.
 GL1483
 GL1483;                    North         East     Units Scale Factor Converg.
 GL1483;SPC NM E     -   597,051.325   248,357.463   MT  0.99999467   +0 33 03.9
 GL1483;SPC NM E     - 1,958,825.89    814,819.44   sFT  0.99999467   +0 33 03.9
 GL1483;UTM  13      - 4,027,250.334   643,131.844   MT  0.99985242   +0 56 47.9
 GL1483
 GL1483!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GL1483!SPC NM E     -   0.99974661  x   0.99999467  =   0.99974128
 GL1483!UTM  13      -   0.99974661  x   0.99985242  =   0.99959907
 GL1483
 GL1483|---------------------------------------------------------------------|
 GL1483| PID    Reference Object                     Distance      Geod. Az  |
 GL1483|                                                           dddmmss.s |
 GL1483| CM8337 BARBELL RM 1                         19.087 METERS 04702     |
 GL1483| CM8336 BARBELL AZ MK                                      2745939.2 |
 GL1483| CM8338 BARBELL RM 2                         25.675 METERS 30227     |
 GL1483|---------------------------------------------------------------------|
 GL1483
 GL1483                          SUPERSEDED SURVEY CONTROL
 GL1483
 GL1483  NAD 83(1986)-  36 22 47.05507(N)    103 24 15.38437(W) AD(       ) 3
 GL1483  NAD 27      -  36 22 46.95390(N)    103 24 13.56950(W) AD(       ) 3
 GL1483  NGVD 29 (07/19/86) 1635.4    (m)         5365.     (f) VERT ANG       
 GL1483
 GL1483.Superseded values are not recommended for survey control.
 GL1483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1483.See file dsdata.txt to determine how the superseded data were derived.
 GL1483
 GL1483_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA4313227250(NAD 83)
 GL1483_MARKER: DS = TRIANGULATION STATION DISK
 GL1483_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL1483
 GL1483  HISTORY     - Date     Condition        Report By
 GL1483  HISTORY     - 1960     MONUMENTED       CGS
 GL1483
 GL1483                          STATION DESCRIPTION
 GL1483
 GL1483'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (HWK)
 GL1483'THE STATION IS APPROXIMATELY 13 MILES SOUTHWEST OF CLAYTON
 GL1483'AND 3-1/2 MILES SOUTHEAST OF COMYFORD, IN SECTION 27, R 33 E,
 GL1483'T 25 N, ON PROPERTY OWNED BY MR. R.V. BELL.
 GL1483'
 GL1483'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 56
 GL1483'AND STATE HIGHWAY 120 (NORTH), GO EASTERLY ON HIGHWAY 56
 GL1483'FOR 13.7 MILES TO A DIRT ROAD ON THE LEFT WHERE THE HIGHWAY
 GL1483'CURVES AND THE AZIMUTH MARK ON THE LEFT.  CONTINUE EAST,
 GL1483'ON HIGHWAY 56 FOR 0.5 MILE TO A DIRT ROAD ON THE RIGHT AND THE
 GL1483'STATION ON THE RIGHT, ABOUT 0.05 MILE SOUTH OF HIGHWAY 56.
 GL1483'
 GL1483'STATION MARKS ARE STANDARD DISKS STAMPED BARBELL 1960.  THE
 GL1483'SURFACE DISK IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS
 GL1483'3 INCHES.  IT IS 62.5 FEET SOUTHWEST OF A 2-1/2 INCH PIPE
 GL1483'SET IN CONCRETE SUPPORTING BARBELL RANCH SIGN, 62 FEET WEST OF
 GL1483'THE CENTER OF THE DIRT ROAD, 119 FEET SOUTHEAST OF A POWER
 GL1483'POLE, 46 FEET SOUTH OF A FENCE AND 5.6 FEET NORTHWEST OF A METAL
 GL1483'WITNESS POST.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR
 GL1483'MASS OF CONCRETE 16 INCHES BELOW THE SURFACE OF THE GROUND.
 GL1483'
 GL1483'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED BARBELL NO
 GL1483'1 1960, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 8
 GL1483'INCHES.  IT IS 8 FEET SOUTHWEST OF THE CENTER OF A CATTLE
 GL1483'GUARD, 5 FEET SOUTHEAST OF THE PIPE SURROUNDING THE BARBELL
 GL1483'RANCH SIGN AND 3 FEET SOUTH OF THE FENCE.
 GL1483'
 GL1483'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED BARBELL NO
 GL1483'2 1960, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 6
 GL1483'INCHES.  IT IS 40 FEET EAST OF THE POWER POLE, 2.6 FEET
 GL1483'EAST OF A CONCRETE POST RIGHT-OF-WAY MARKER AND 1 FOOT SOUTH
 GL1483'OF THE FENCE.
 GL1483'
 GL1483'AZIMUTH MARK, A STANDARD DISK STAMPED BARBELL 1960, IS SET
 GL1483'IN A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.  IT IS
 GL1483'98 FEET NORTH OF THE CENTER OF HIGHWAY 56, 13 FEET EAST OF
 GL1483'THE CENTER OF THE DIRT ROAD AND 1.8 FEET EAST OF A METAL WITNESS
 GL1483'POST.
 GL1483'
 GL1483'NOTE--REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
 GL1483'
 GL1483'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0658 ***********************************************************************
 DT0658  DESIGNATION -  BARN
 DT0658  PID         -  DT0658
 DT0658  STATE/COUNTY-  NM/CATRON
 DT0658  USGS QUAD   -  SALVATION PEAK (1981)
 DT0658
 DT0658                         *CURRENT SURVEY CONTROL
 DT0658  ___________________________________________________________________
 DT0658* NAD 83(1992)-  33 44 51.58164(N)    108 19 54.50587(W)     ADJUSTED  
 DT0658* NAVD 88     -      2097.5    (meters)    6882.     (feet)  VERTCON   
 DT0658  ___________________________________________________________________
 DT0658  LAPLACE CORR-          -1.71  (seconds)                    DEFLEC99
 DT0658  GEOID HEIGHT-         -22.15  (meters)                     GEOID03
 DT0658
 DT0658  HORZ ORDER  -  THIRD
 DT0658
 DT0658.The horizontal coordinates were established by classical geodetic methods
 DT0658.and adjusted by the National Geodetic Survey in December 1993..
 DT0658
 DT0658.The NAVD 88 height was computed by applying the VERTCON shift value to
 DT0658.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DT0658
 DT0658.The Laplace correction was computed from DEFLEC99 derived deflections.
 DT0658
 DT0658.The geoid height was determined by GEOID03.
 DT0658
 DT0658;                    North         East     Units Scale Factor Converg.
 DT0658;SPC NM W     -   304,783.929   783,816.501   MT  0.99994295   -0 16 36.9
 DT0658;SPC NM W     -   999,945.27  2,571,571.30   sFT  0.99994295   -0 16 36.9
 DT0658;UTM  12      - 3,737,376.282   747,162.483   MT  1.00035317   +1 28 58.9
 DT0658
 DT0658!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DT0658!SPC NM W     -   0.99967429  x   0.99994295  =   0.99961726
 DT0658!UTM  12      -   0.99967429  x   1.00035317  =   1.00002735
 DT0658
 DT0658:                Primary Azimuth Mark                     Grid Az
 DT0658:SPC NM W     -  BARN AZ MK                               136 55 17.8
 DT0658:UTM  12      -  BARN AZ MK                               135 09 42.0
 DT0658
 DT0658|---------------------------------------------------------------------|
 DT0658| PID    Reference Object                     Distance      Geod. Az  |
 DT0658|                                                           dddmmss.s |
 DT0658| CD1552 BARN AZ MK                                         1363840.9 |
 DT0658| CD1553 BARN RM 1                            14.738 METERS 18848     |
 DT0658| CD1554 BARN RM 2                            17.821 METERS 30032     |
 DT0658|---------------------------------------------------------------------|
 DT0658
 DT0658                          SUPERSEDED SURVEY CONTROL
 DT0658
 DT0658  NAD 83(1992)-  33 44 51.58338(N)    108 19 54.50931(W) AD(       ) 3
 DT0658  NAD 83(1986)-  33 44 51.58380(N)    108 19 54.50934(W) AD(       ) 3
 DT0658  NAD 27      -  33 44 51.38598(N)    108 19 52.30195(W) AD(       ) 3
 DT0658  NGVD 29 (07/19/86) 2096.6    (m)         6879.     (f) VERT ANG       
 DT0658
 DT0658.Superseded values are not recommended for survey control.
 DT0658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0658.See file dsdata.txt to determine how the superseded data were derived.
 DT0658
 DT0658_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYC4716237376(NAD 83)
 DT0658_MARKER: DS = TRIANGULATION STATION DISK
 DT0658_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DT0658_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DT0658
 DT0658  HISTORY     - Date     Condition        Report By
 DT0658  HISTORY     - 1966     MONUMENTED       CGS
 DT0658
 DT0658                          STATION DESCRIPTION
 DT0658
 DT0658'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (JWC)
 DT0658'THE STATION IS ABOUT 26 MILES NORTHWEST OF THE BEAVERHEAD
 DT0658'RANGER STATION, 11-1/2 MILES SOUTH OF STATE HIGHWAY 12 AND NEAR
 DT0658'THE SOUTHWEST END OF THE PLAINS OF SAN AUGUSTIN.
 DT0658'
 DT0658'TO REACH THE STATION FROM THE BEAVERHEAD RANGER STATION, GO NORTH
 DT0658'ON STATE ROAD 61 FOR 6.8 MILES TO A FORK AND A SIGN STATE HIGHWAY
 DT0658'78 MAGDALENA 85 BURSUM ROAD WILLOW CREEK.  TAKE THE LEFT FORK AND
 DT0658'GO NORTHWESTERLY FOR 2.1 MILES TO A REVERSE FORK.  CONTINUE
 DT0658'AHEAD, NORTHWESTERLY, FOR 0.65 MILE TO A 3-WAY FORK.  TAKE THE
 DT0658'EXTREME RIGHT FORK AND CONTINUE NORTHWESTERLY FOR 8.8 MILES
 DT0658'TO A FORK.  TAKE THE LEFT FORK AND GO NORTHWESTERLY FOR 8.3
 DT0658'MILES TO RANCH BUILDINGS ON THE LEFT.  CONTINUE AHEAD,
 DT0658'NORTHERLY, FOR 1.85 MILES TO A FORK.  TAKE THE RIGHT FORK AND
 DT0658'CONTINUE NORTHERLY FOR 0.6 MILE.  (TO REACH THE AZIMUTH
 DT0658'MARK FROM THIS POINT, TURN LEFT AND GO WEST ACROSS PASTURE
 DT0658'LAND FOR 0.1 MILE TO THE BASE OF A LOW HILL AND THE AZIMUTH
 DT0658'MARK).  CONTINUE NORTHERLY FOR 1.2 MILES TO THE STATION
 DT0658'ON THE LEFT.
 DT0658'
 DT0658'THE STATION MARK IS A STANDARD DISK, STAMPED BARN 1966, SET IN
 DT0658'THE TOP OF A 12 INCH ROUND CONCRETE POST THAT PROJECTS 2
 DT0658'INCHES ABOVE THE GROUND.  IT IS 64 FEET SOUTHWEST OF THE
 DT0658'CENTERLINE OF THE ROAD AND 14 FEET NORTHEAST OF A CORNER FENCE
 DT0658'POST.
 DT0658'
 DT0658'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BARN NO 1 1966,
 DT0658'SET IN THE TOP OF A 12 INCH ROUND CONCRETE POST THAT PROJECTS 5
 DT0658'INCHES ABOVE THE GROUND.  IT IS 129 FEET WEST OF THE CENTERLINE
 DT0658'OF THE ROAD, 40.5 FEET SOUTHWEST OF A FENCE CORNER, 4 FEET
 DT0658'EAST OF A FENCE AND ABOUT THE SAME ELEVATION AS THE STATION.
 DT0658'
 DT0658'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BARN NO 2 1966,
 DT0658'SET IN THE TOP OF A 12 INCH ROUND CONCRETE POST THAT PROJECTS
 DT0658'5 INCHES ABOVE THE GROUND.  IT IS 77 FEET SOUTHWEST OF THE
 DT0658'CENTERLINE OF THE ROAD, 2 FEET NORTHEAST OF A FENCE AND ABOUT
 DT0658'THE SAME ELEVATION AS THE STATION.
 DT0658'
 DT0658'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED BARN 1966, CEMENTED
 DT0658'IN A DRILL HOLE IN 2 BY 6 FOOT ROCK OUTCROP THAT PROJECTS 1.5
 DT0658'FEET ABOVE THE GROUND.  IT IS 50 FEET EAST OF A LOW ROCKY HILL
 DT0658'AND 2.5 FEET WEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0765 ***********************************************************************
 CW0765  DESIGNATION -  BARNES
 CW0765  PID         -  CW0765
 CW0765  STATE/COUNTY-  NM/EDDY
 CW0765  USGS QUAD   -  CARLSBAD CAVERNS (1979)
 CW0765
 CW0765                         *CURRENT SURVEY CONTROL
 CW0765  ___________________________________________________________________
 CW0765* NAD 83(1992)-  32 09 06.46693(N)    104 24 38.28801(W)     ADJUSTED  
 CW0765* NAVD 88     -      1121.     (meters)    3678.     (feet)  SCALED    
 CW0765  ___________________________________________________________________
 CW0765  LAPLACE CORR-          -7.19  (seconds)                    DEFLEC99
 CW0765  GEOID HEIGHT-         -24.21  (meters)                     GEOID03
 CW0765
 CW0765  HORZ ORDER  -  THIRD
 CW0765
 CW0765.The horizontal coordinates were established by classical geodetic methods
 CW0765.and adjusted by the National Geodetic Survey in December 1993..
 CW0765
 CW0765.The orthometric height was scaled from a topographic map.
 CW0765
 CW0765.The Laplace correction was computed from DEFLEC99 derived deflections.
 CW0765
 CW0765.The geoid height was determined by GEOID03.
 CW0765
 CW0765;                    North         East     Units Scale Factor Converg.
 CW0765;SPC NM E     -   127,701.535   157,708.192   MT  0.99990975   -0 02 28.1
 CW0765;SPC NM E     -   418,967.45    517,414.29   sFT  0.99990975   -0 02 28.1
 CW0765;UTM  13      - 3,557,413.496   555,577.140   MT  0.99963809   +0 18 49.1
 CW0765
 CW0765!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CW0765!SPC NM E     -   0.99982789  x   0.99990975  =   0.99973766
 CW0765!UTM  13      -   0.99982789  x   0.99963809  =   0.99946604
 CW0765
 CW0765:                Primary Azimuth Mark                     Grid Az
 CW0765:SPC NM E     -  WHITES CITY                              063 28 14.7
 CW0765:UTM  13      -  WHITES CITY                              063 06 57.5
 CW0765
 CW0765|---------------------------------------------------------------------|
 CW0765| PID    Reference Object                     Distance      Geod. Az  |
 CW0765|                                                           dddmmss.s |
 CW0765| CW0764 WHITES CITY                         APPROX. 3.6 KM 0632546.6 |
 CW0765|---------------------------------------------------------------------|
 CW0765
 CW0765                          SUPERSEDED SURVEY CONTROL
 CW0765
 CW0765  NAD 83(1986)-  32 09 06.46761(N)    104 24 38.28475(W) AD(       ) 3
 CW0765  NAD 27      -  32 09 06.04876(N)    104 24 36.46911(W) AD(       ) 3
 CW0765
 CW0765.Superseded values are not recommended for survey control.
 CW0765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0765.See file dsdata.txt to determine how the superseded data were derived.
 CW0765
 CW0765_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SER5557757413(NAD 83)
 CW0765_MARKER: DD = SURVEY DISK
 CW0765_SETTING: 66 = SET IN ROCK OUTCROP
 CW0765_SP_SET: SET IN ROCK OUTCROP
 CW0765_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CW0765+STABILITY: POSITION/ELEVATION WELL
 CW0765
 CW0765  HISTORY     - Date     Condition        Report By
 CW0765  HISTORY     - 1934     MONUMENTED       USGS
 CW0765
 CW0765                          STATION DESCRIPTION
 CW0765
 CW0765'DESCRIBED BY US GEOLOGICAL SURVEY 1934
 CW0765'ABOUT 2.5 MI. SE. OF CARLSBAD CAVERN, ABOUT 2 MI. SW. OF WHITES CITY
 CW0765'CAMP, ABOUT .5 MI. N. OF U.S. HIGHWAY 62, AND ABOUT .75 MI. S. OF W.
 CW0765'OF HOUSE OF BARNES, ON THE HIGHEST POINT OF A LOW HILL WHICH BREAKS
 CW0765'OFF TO THE S. AND E.
 CW0765'
 CW0765'STATION IS REACHED FROM WHITES CITY CAMP, S. ON U.S. HIGHWAY 62 2.1
 CW0765'MI., THENCE N. OFF HIGHWAY, 500 FT. W. TO FENCE, FOLLOW FENCE W. ABOUT
 CW0765'.75 MI. TO STATION.
 CW0765'
 CW0765'STATION MARK--STANDARD TABLET, CEMENTED IN ROCK IN PLACE, AND STAMPED
 CW0765'---D 1934 BARNES---.
 CW0765'
 CW0765'REFERENCE MARK NO. 1--A STANDARD REFERENCE TABLET, CEMENTED IN ROCK
 CW0765'IN PLACE, AND STAMPED ---NO. 1---.  STATION MARK TO R.M.
 CW0765'NO. 1 IS S 51 DEG 05 MIN E.  DISTANCE FROM STATION MARK TO R.M.
 CW0765'NO. 1 IS 62.00 FT.
 CW0765'
 CW0765'REFERENCE MARK NO. 2--A STANDARD REFERENCE TABLET, CEMENTED IN ROCK
 CW0765'IN PLACE, AND STAMPED ---NO. 2---.  STATION MARK TO R.M.
 CW0765'NO. 2 IS N 04 DEG 52 MIN E.  DISTANCE FROM STATION MARK TO R.M.
 CW0765'NO. 2 IS 113.3 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0925 ***********************************************************************
 DR0925  DESIGNATION -  BARNETT
 DR0925  PID         -  DR0925
 DR0925  STATE/COUNTY-  NM/LINCOLN
 DR0925  USGS QUAD   -  WHITE FLAT (1979)
 DR0925
 DR0925                         *CURRENT SURVEY CONTROL
 DR0925  ___________________________________________________________________
 DR0925* NAD 83(1992)-  33 42 24.39519(N)    104 55 03.92908(W)     ADJUSTED  
 DR0925* NAVD 88     -      1462.1    (meters)    4797.     (feet)  VERTCON   
 DR0925  ___________________________________________________________________
 DR0925  LAPLACE CORR-          -4.14  (seconds)                    DEFLEC99
 DR0925  GEOID HEIGHT-         -22.61  (meters)                     GEOID03
 DR0925
 DR0925  HORZ ORDER  -  SECOND
 DR0925
 DR0925.The horizontal coordinates were established by classical geodetic methods
 DR0925.and adjusted by the National Geodetic Survey in December 1993..
 DR0925
 DR0925.The NAVD 88 height was computed by applying the VERTCON shift value to
 DR0925.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DR0925
 DR0925.The Laplace correction was computed from DEFLEC99 derived deflections.
 DR0925
 DR0925.The geoid height was determined by GEOID03.
 DR0925
 DR0925;                    North         East     Units Scale Factor Converg.
 DR0925;SPC NM C     -   300,929.650   623,492.130   MT  1.00008795   +0 44 21.9
 DR0925;SPC NM C     -   987,300.03  2,045,573.76   sFT  1.00008795   +0 44 21.9
 DR0925;SPC NM E     -   300,288.874   110,827.797   MT  0.99994526   -0 19 27.6
 DR0925;SPC NM E     -   985,197.75    363,607.53   sFT  0.99994526   -0 19 27.6
 DR0925;UTM  13      - 3,729,647.741   507,620.861   MT  0.99960072   +0 02 44.3
 DR0925
 DR0925!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR0925!SPC NM C     -   0.99977406  x   1.00008795  =   0.99986199
 DR0925!SPC NM E     -   0.99977406  x   0.99994526  =   0.99971933
 DR0925!UTM  13      -   0.99977406  x   0.99960072  =   0.99937487
 DR0925
 DR0925:                Primary Azimuth Mark                     Grid Az
 DR0925:SPC NM C     -  BROOM                                    055 31 15.0
 DR0925:SPC NM E     -  BROOM                                    056 35 04.5
 DR0925:UTM  13      -  BROOM                                    056 12 52.6
 DR0925
 DR0925|---------------------------------------------------------------------|
 DR0925| PID    Reference Object                     Distance      Geod. Az  |
 DR0925|                                                           dddmmss.s |
 DR0925| DR0928 BROOM                               APPROX.11.6 KM 0561536.9 |
 DR0925| CJ6571 BARNETT RM 1                         11.138 METERS 22417     |
 DR0925| CJ6572 BARNETT RM 2                         13.006 METERS 32344     |
 DR0925|---------------------------------------------------------------------|
 DR0925
 DR0925                          SUPERSEDED SURVEY CONTROL
 DR0925
 DR0925  NAD 83(1986)-  33 42 24.39977(N)    104 55 03.92641(W) AD(       ) 2
 DR0925  NAD 27      -  33 42 24.08346(N)    104 55 01.99614(W) AD(       ) 2
 DR0925  NGVD 29 (07/19/86) 1461.5    (m)         4795.     (f) VERT ANG       
 DR0925
 DR0925.Superseded values are not recommended for survey control.
 DR0925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0925.See file dsdata.txt to determine how the superseded data were derived.
 DR0925
 DR0925_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SET0762129648(NAD 83)
 DR0925_MARKER: DS = TRIANGULATION STATION DISK
 DR0925_SETTING: 66 = SET IN ROCK OUTCROP
 DR0925_SP_SET: PARTIALLY EXPOSED BEDROCK
 DR0925
 DR0925  HISTORY     - Date     Condition        Report By
 DR0925  HISTORY     - 1967     MONUMENTED       USGS
 DR0925
 DR0925                          STATION DESCRIPTION
 DR0925
 DR0925'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (LJM)
 DR0925'STATION IS LOCATED N. 46 DEG W., ABOUT 31.5 MI. (AIRLINE)
 DR0925'FROM ROSWELL, NEW MEXICO, S. 51 DEG W. ABOUT 23 MI. (AIRLINE)
 DR0925'FROM THE JUNCTION OF U.S. HIGHWAY 285 AND STATE HIGHWAY 20.
 DR0925'THE STATION IS LOCATED ON A PROMINENT TOP.  IT CAN BE
 DR0925'LOCATED FROM THE ROSWELL (NI 13-8) 1--250,000 SERIES MAP.
 DR0925'
 DR0925'STATION MARK--A STANDARD BRONZE TABLET CEMENTED IN BEDROCK
 DR0925'FLUSH WITH THE GROUND, 10 FT. W. OF A WITNESS SIGN, AND STAMPED
 DR0925'BARNETT E.T. 1967.
 DR0925'
 DR0925'REFERENCE MARK NO. 1--A STANDARD BRONZE, REFERENCE MARK TABLET
 DR0925'CEMENTED IN BEDROCK FLUSH WITH THE GROUND AND STAMPED BARNETT
 DR0925'E.T. 1967-1.
 DR0925'
 DR0925'REFERENCE MARK NO. 2--A STANDARD BRONZE REFERENCE MARK TABLET
 DR0925'CEMENTED IN BEDROCK FLUSH WITH THE GROUND AND STAMPED BARNETT
 DR0925'E.T. 1967-2.
 DR0925'
 DR0925'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND NO. 2 IS 60.56
 DR0925'FT. (18.457 METERS).
 DR0925'
 DR0925'BROOM E.T. 1967 IS VISIBLE FROM THE GROUND AND WILL SERVE AS
 DR0925'THE AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0571 ***********************************************************************
 FN0571  DESIGNATION -  BARRILLAS
 FN0571  PID         -  FN0571
 FN0571  STATE/COUNTY-  NM/SAN MIGUEL
 FN0571  USGS QUAD   -  SAN GERONIMO (1961)
 FN0571
 FN0571                         *CURRENT SURVEY CONTROL
 FN0571  ___________________________________________________________________
 FN0571* NAD 83(1992)-  35 34 07.89751(N)    105 28 24.52802(W)     ADJUSTED  
 FN0571* NAVD 88     -      2854.2    (meters)    9364.     (feet)  VERTCON   
 FN0571  ___________________________________________________________________
 FN0571  LAPLACE CORR-          -6.38  (seconds)                    DEFLEC99
 FN0571  GEOID HEIGHT-         -18.20  (meters)                     GEOID03
 FN0571
 FN0571  HORZ ORDER  -  FIRST
 FN0571
 FN0571.The horizontal coordinates were established by classical geodetic methods
 FN0571.and adjusted by the National Geodetic Survey in December 1993..
 FN0571
 FN0571.The NAVD 88 height was computed by applying the VERTCON shift value to
 FN0571.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FN0571
 FN0571.The Laplace correction was computed from DEFLEC99 derived deflections.
 FN0571
 FN0571.The geoid height was determined by GEOID03.
 FN0571
 FN0571;                    North         East     Units Scale Factor Converg.
 FN0571;SPC NM E     -   507,283.366    61,650.718   MT  1.00004067   -0 39 47.7
 FN0571;SPC NM E     - 1,664,312.18    202,265.73   sFT  1.00004067   -0 39 47.7
 FN0571;UTM  13      - 3,936,233.612   457,095.151   MT  0.99962268   -0 16 31.5
 FN0571
 FN0571!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FN0571!SPC NM E     -   0.99955506  x   1.00004067  =   0.99959571
 FN0571!UTM  13      -   0.99955506  x   0.99962268  =   0.99917791
 FN0571
 FN0571|---------------------------------------------------------------------|
 FN0571| PID    Reference Object                     Distance      Geod. Az  |
 FN0571|                                                           dddmmss.s |
 FN0571| CJ6577 BARRILLAS RM 2                       19.056 METERS 03350     |
 FN0571| FN0569 TECOLOTE                            APPROX.16.6 KM 1085459.8 |
 FN0571| CJ6576 BARRILLAS RM 1                       13.829 METERS 25411     |
 FN0571|---------------------------------------------------------------------|
 FN0571
 FN0571                          SUPERSEDED SURVEY CONTROL
 FN0571
 FN0571  NAD 83(1986)-  35 34 07.90254(N)    105 28 24.52861(W) AD(       ) 1
 FN0571  NAD 27      -  35 34 07.76260(N)    105 28 22.47820(W) AD(       ) 1
 FN0571  NGVD 29 (07/19/86) 2853.2    (m)         9361.     (f) VERT ANG       
 FN0571
 FN0571.Superseded values are not recommended for survey control.
 FN0571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0571.See file dsdata.txt to determine how the superseded data were derived.
 FN0571
 FN0571_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV5709536234(NAD 83)
 FN0571_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 FN0571_SETTING: 66 = SET IN ROCK OUTCROP
 FN0571_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 FN0571_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FN0571+STABILITY: POSITION/ELEVATION WELL
 FN0571
 FN0571  HISTORY     - Date     Condition        Report By
 FN0571  HISTORY     - 1953     MONUMENTED       CGS
 FN0571  HISTORY     - 1961     GOOD             USGS
 FN0571  HISTORY     - 1961     GOOD             USGS
 FN0571
 FN0571                          STATION DESCRIPTION
 FN0571
 FN0571'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (WRH)
 FN0571'THE STATION IS LOCATED ON THE SUMMIT OF BARRILLIS PEAK AND ON THE
 FN0571'SAME PEAK THAT THE BARRILLAS LOOKOUT TOWER IS ON.  IT IS ABOUT
 FN0571'14 MILES AIRLINE WEST OF LAS VEGAS, ABOUT 12 MILES AIRLINE
 FN0571'EAST-NORTHEAST OF ROWE, AND ABOUT 10 MILES AIRLINE NORTH OF THE
 FN0571'VILLAGE OF SOHAM, WHICH IS 3/4 MILE NORTH OF U.S. HIGHWAYS 84 AND
 FN0571'85.
 FN0571'
 FN0571'THE STATION IS A STANDARD DISK STAMPED BARRILLAS 1953 AND SET
 FN0571'IN A DRILL HOLE IN BEDROCK THAT IS 6 INCHES BELOW THE SURFACE.
 FN0571'IT IS IN THE CENTER OF THE BASE OF THE BARRILLAS LOOKOUT TOWER.
 FN0571'
 FN0571'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED BARRILLAS
 FN0571'NO 1 1953 AND SET IN A DRILL HOLE IN BEDROCK THAT PROJECTS
 FN0571'4 INCHES AND IS ABOUT 4 FEET LOWER THAN THE STATION.
 FN0571'
 FN0571'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED BARRILLAS
 FN0571'NO 2 1953 AND SET IN A DRILL HOLE IN A BOULDER THAT IS ABOUT
 FN0571'1 FOOT IN DIAMETER AND IS FLUSH WITH THE GROUND.  IT IS 39-1/2
 FN0571'FEET NORTH OF THE NORTHSIDE OF THE SMALL CABIN AND ABOUT THE
 FN0571'SAME ELEVATION AS THE STATION.
 FN0571'
 FN0571'NO SUITABLE LOCATION WAS FOUND FOR AN AZIMUTH MARK.  STATION
 FN0571'TECOLOTE 1949 WILL SERVE AS THE AZIMUTH MARK AS IT WILL REQUIRE
 FN0571'NO CLEARING OF HEAVY TIMBER.
 FN0571'
 FN0571'TO REACH THE STATION FROM THE RAILROAD DEPOT IN ROWE GO SOUTHEASTERLY
 FN0571'ON U.S. HIGHWAYS 84 AND 85 FOR 12.5 MILES TO A T-ROAD LEFT.
 FN0571'TURN LEFT AND GO NORTHERLY FOR 0.95 MILE TO A BRIDGE OVER THE
 FN0571'PECOS RIVER AT THE NORTH EDGE OF SOHAM.  CROSS OVER THE BRIDGE
 FN0571'AND GO 0.5 MILE TO A FORK.  TAKE THE LEFT FORK AND GO 1.6
 FN0571'MILES TO AN IRON GATE.  PASS THROUGH THE GATE AND TAKE THE LEFT
 FN0571'FORK AND GO 0.9 MILE TO A WIRE GATE.  PASS THROUGH THE GATE
 FN0571'AND CONTINUE ON THE MAIN TRAVELED ROAD FOR 1.25 MILES TO
 FN0571'ANOTHER WIRE GATE.  PASS THROUGH THE GATE AND GO 0.5 MILE TO A
 FN0571'CATTLE GUARD AND THE ENTRANCE TO THE SANTA FE NATIONAL
 FN0571'FOREST.  CONTINUE, NORTHERLY, ON THE MAIN TRAVELED ROAD FOR 3.2
 FN0571'MILES TO AN OLD ROCK HOUSE ON THE LEFT.  CONTINUE ON THE
 FN0571'ROAD FOR 2.7 MILES TO A FORK.  TAKE THE RIGHT FORK AS PER
 FN0571'SIGN FLYING CLOUD RANCH AND GO 0.9 MILE TO A REVERSE Y
 FN0571'FORK.  TURN SHARP RIGHT AND FOLLOW THE ROUGH ROAD ALONG THE
 FN0571'RIGHT EDGE OF A SMALL LAKE FOR 0.2 MILE TO A FORK.  TAKE
 FN0571'THE LEFT FORK, CROSSING A SMALL STREAM, AND WITH A FOUR
 FN0571'WHEEL DRIVE VEHICLE GO UP THE STEEP AND NARROW ROAD FOR 2.8
 FN0571'MILES TO THE END OF THE ROAD AT A TRIANGULAR BLAZED 10-INCH
 FN0571'PINE TREE AND THE END OF TRUCK TRAVEL.  FROM THE BLAZED TREE
 FN0571'PACK ALONG THE WELL DEFINED TRAIL FOR ABOUT 1/2 HOUR TO THE
 FN0571'SUMMIT OF THE TIMBERED PEAK, THE LOOKOUT TOWER AND THE STATION.
 FN0571'
 FN0571'HEIGHT OF LIGHT ABOVE STATION MARK 8.22 METERS.
 FN0571
 FN0571                          STATION RECOVERY (1961)
 FN0571
 FN0571'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 FN0571'STATION FOUND IN GOOD CONDITION.  THE TO REACH DESCRIPTION
 FN0571'HAS BEEN CHANGED BECAUSE A NEW ROAD HAS BEEN BUILT TO THE
 FN0571'BARRILLAS L.O.T.  TO REACH THE STATION FROM PECOS GO E ON THE
 FN0571'BARILLAS FIRE ROAD FOR 18 MILES.
 FN0571
 FN0571                          STATION RECOVERY (1961)
 FN0571
 FN0571'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 FN0571'ON S. END OF BARILLIS PEAK, ABOUT 2 MI. NE. OF BILL REIDS RANCH IN
 FN0571'SEBODILLA CANYON.
 FN0571'
 FN0571'RECOVERED IN 1953 BY THE NGS AND LISTED IN QUADRANGLE 35105-1,
 FN0571'STATION 1015.
 FN0571'
 FN0571'RECOVERY NOTE BY USGS, 1961--STATION MARK IS STILL IN THE ORIGINAL
 FN0571'LOCATION BUT IT IS NOW NEAR THE CENTER OF THE N. SIDE OF THE BASE
 FN0571'OF A NEW LOOKOUT TOWER CONSTRUCTED IN 1961.
 FN0571'
 FN0571'STATION MARK (USGS)--THE CENTER OF A USFS 40 FT. STEEL TOWER THAT IS
 FN0571'10.5 FT. BY 10.5 FT. AT ITS BASE, 30 FT. W. OF A LOOKOUT CABIN
 FN0571'(REBUILT IN NEW LOCATION IN 1961).
 FN0571'
 FN0571'STATION MARK (NGS)--A STANDARD USC AND GS DISK SET IN A DRILL HOLE IN
 FN0571'BEDROCK 6-IN. BELOW THE SURFACE, IN THE CENTER OF THE BASE OF THE
 FN0571'BARILLIS LOOKOUT TOWER (REBUILT IN NEW LOCATION IN 1961),
 FN0571'STAMPED---BARRILLAS 1953---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0605 ***********************************************************************
 FN0605  DESIGNATION -  BARRO
 FN0605  PID         -  FN0605
 FN0605  STATE/COUNTY-  NM/SAN MIGUEL
 FN0605  USGS QUAD   -  SAN JOSE (1989)
 FN0605
 FN0605                         *CURRENT SURVEY CONTROL
 FN0605  ___________________________________________________________________
 FN0605* NAD 83(1992)-  35 29 58.14820(N)    105 25 58.82737(W)     ADJUSTED  
 FN0605* NAVD 88     -      2419.3    (meters)    7937.     (feet)  VERTCON   
 FN0605  ___________________________________________________________________
 FN0605  LAPLACE CORR-          -4.58  (seconds)                    DEFLEC99
 FN0605  GEOID HEIGHT-         -18.61  (meters)                     GEOID03
 FN0605
 FN0605  HORZ ORDER  -  FIRST
 FN0605
 FN0605.The horizontal coordinates were established by classical geodetic methods
 FN0605.and adjusted by the National Geodetic Survey in December 1993..
 FN0605
 FN0605.The NAVD 88 height was computed by applying the VERTCON shift value to
 FN0605.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FN0605
 FN0605.The Laplace correction was computed from DEFLEC99 derived deflections.
 FN0605
 FN0605.The geoid height was determined by GEOID03.
 FN0605
 FN0605;                    North         East     Units Scale Factor Converg.
 FN0605;SPC NM E     -   499,544.722    65,233.645   MT  1.00003171   -0 38 19.1
 FN0605;SPC NM E     - 1,638,922.98    214,020.72   sFT  1.00003171   -0 38 19.1
 FN0605;UTM  13      - 3,928,522.581   460,728.825   MT  0.99961900   -0 15 05.2
 FN0605
 FN0605!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FN0605!SPC NM E     -   0.99962334  x   1.00003171  =   0.99965504
 FN0605!UTM  13      -   0.99962334  x   0.99961900  =   0.99924248
 FN0605
 FN0605|---------------------------------------------------------------------|
 FN0605| PID    Reference Object                     Distance      Geod. Az  |
 FN0605|                                                           dddmmss.s |
 FN0605| CJ6578 BARRO RM 1                           10.246 METERS 08741     |
 FN0605| CJ6580 BARRO RM 3                           10.529 METERS 15745     |
 FN0605| FN0604 RIBERA                              APPROX.11.2 KM 1801525.7 |
 FN0605| CJ6579 BARRO RM 2                            4.830 METERS 35054     |
 FN0605|---------------------------------------------------------------------|
 FN0605
 FN0605                          SUPERSEDED SURVEY CONTROL
 FN0605
 FN0605  NAD 83(1986)-  35 29 58.15318(N)    105 25 58.82724(W) AD(       ) 1
 FN0605  NAD 27      -  35 29 58.00240(N)    105 25 56.78180(W) AD(       ) 1
 FN0605  NGVD 29 (07/19/86) 2418.3    (m)         7934.     (f) VERT ANG       
 FN0605
 FN0605.Superseded values are not recommended for survey control.
 FN0605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0605.See file dsdata.txt to determine how the superseded data were derived.
 FN0605
 FN0605_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV6072928523(NAD 83)
 FN0605_MARKER: DS = TRIANGULATION STATION DISK
 FN0605_SETTING: 80 = SET IN A BOULDER
 FN0605_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 FN0605
 FN0605  HISTORY     - Date     Condition        Report By
 FN0605  HISTORY     - 1953     MONUMENTED       CGS
 FN0605
 FN0605                          STATION DESCRIPTION
 FN0605
 FN0605'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (WRH)
 FN0605'THE STATION IS LOCATED ON THE TOP AND HIGHEST POINT OF ONE
 FN0605'OF THE EL BARRO PEAKS IN THE SANTA FE NATIONAL FOREST, ABOUT
 FN0605'14 MILES AIRLINE WEST-SOUTHWEST OF LAS VEGAS, ABOUT 8 MILES
 FN0605'AIRLINE NORTH OF RIBERA, AND ABOUT 13 MILES AIRLINE EAST
 FN0605'OF ROWE.
 FN0605'
 FN0605'TO REACH THE STATION FROM THE POST OFFICE IN RIBERA GO SOUTHWEST
 FN0605'ABOUT 100 YARDS TO A CROSS ROAD.  TURN RIGHT ONTO STATE HIGHWAY
 FN0605'3 AND GO NORTH 1.9 MILES TO A T-ROAD.  TURN RIGHT ONTO U.S.
 FN0605'HIGHWAY 84 AND 85 AND GO EAST 0.1 MILE TO A SIDE ROAD ON THE
 FN0605'LEFT.  TURN LEFT ONTO A DIRT ROAD, PASS THROUGH A WIRE GATE,
 FN0605'AND GO NORTH 0.6 MILE TO A WIRE GATE.  PASS THROUGH THE GATE
 FN0605'AND CONTINUE NORTH 1.6 MILES TO A CATTLE GUARD.  KEEP STRAIGHT
 FN0605'AHEAD AND GO 1.5 MILES TO A CATTLE GUARD.  KEEP STRAIGHT AHEAD
 FN0605'AND GO 0.4 MILE TO A CATTLE GUARD.  KEEP STRAIGHT AHEAD AND
 FN0605'GO 0.8 MILE TO A CATTLE GUARD.  KEEP STRAIGHT AHEAD AND GO
 FN0605'2.1 MILES TO A FORK.  TAKE THE LEFT FORK AND GO 0.1 MILE
 FN0605'TO A SIGN, MORTANDAD SPRING 1 ON THE RIGHT.  KEEP STRAIGHT
 FN0605'AHEAD AND GO 0.7 MILE TO A TRIANGULAR BLAZED PINE TREE ON
 FN0605'THE LEFT.  TURN SHARP LEFT AND GO SOUTHWEST CROSS COUNTRY
 FN0605'ALONG THE SOUTHWEST SIDE OF A RIDGE 0.2 MILE TO THE HIGHEST
 FN0605'POINT AND THE STATION.
 FN0605'
 FN0605'THE STATION MARK IS A STANDARD DISK STAMPED BARRO 1953 CEMENTED
 FN0605'IN A DRILL HOLE IN THE TOP OF A BOULDER THAT IS FLUSH WITH
 FN0605'THE GROUND.  IT IS IN THE CENTER OF A SMALL IRREGULAR CLEARING.
 FN0605'
 FN0605'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED BARRO NO 1
 FN0605'1953 CEMENTED IN A DRILL HOLE IN THE TOP OF A BOULDER THAT
 FN0605'PROJECTS 3 INCHES ABOVE THE GROUND AND IS 18 INCHES BELOW THE
 FN0605'STATION.
 FN0605'
 FN0605'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED BARRO NO
 FN0605'2 1953 CEMENTED IN A DRILL HOLE IN THE TOP OF A BOULDER THAT
 FN0605'PROJECTS 3 INCHES ABOVE THE GROUND AND IS THE SAME ELEVATION
 FN0605'AS THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0764 ***********************************************************************
 GM0764  DESIGNATION -  BARTLETT
 GM0764  PID         -  GM0764
 GM0764  STATE/COUNTY-  NM/COLFAX
 GM0764  USGS QUAD   -  CASA GRANDE (1986)
 GM0764
 GM0764                         *CURRENT SURVEY CONTROL
 GM0764  ___________________________________________________________________
 GM0764* NAD 83(1992)-  36 54 30.49361(N)    104 57 53.28481(W)     ADJUSTED  
 GM0764* NAVD 88     -      2621.3    (meters)    8600.     (feet)  VERTCON   
 GM0764  ___________________________________________________________________
 GM0764  LAPLACE CORR-          -5.98  (seconds)                    DEFLEC99
 GM0764  GEOID HEIGHT-         -17.29  (meters)                     GEOID03
 GM0764
 GM0764  HORZ ORDER  -  THIRD
 GM0764
 GM0764.The horizontal coordinates were established by classical geodetic methods
 GM0764.and adjusted by the National Geodetic Survey in December 1993..
 GM0764
 GM0764.The NAVD 88 height was computed by applying the VERTCON shift value to
 GM0764.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GM0764
 GM0764.The Laplace correction was computed from DEFLEC99 derived deflections.
 GM0764
 GM0764.The geoid height was determined by GEOID03.
 GM0764
 GM0764;                    North         East     Units Scale Factor Converg.
 GM0764;SPC NM E     -   655,505.638   108,729.471   MT  0.99994809   -0 22 45.2
 GM0764;SPC NM E     - 2,150,604.75    356,723.27   sFT  0.99994809   -0 22 45.2
 GM0764;UTM  13      - 4,084,719.356   503,135.589   MT  0.99960012   +0 01 16.1
 GM0764
 GM0764!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GM0764!SPC NM E     -   0.99959151  x   0.99994809  =   0.99953962
 GM0764!UTM  13      -   0.99959151  x   0.99960012  =   0.99919179
 GM0764
 GM0764:                Primary Azimuth Mark                     Grid Az
 GM0764:SPC NM E     -  ROCK                                     095 41 23.2
 GM0764:UTM  13      -  ROCK                                     095 17 21.9
 GM0764
 GM0764|---------------------------------------------------------------------|
 GM0764| PID    Reference Object                     Distance      Geod. Az  |
 GM0764|                                                           dddmmss.s |
 GM0764| GM0763 ROCK                                APPROX. 8.3 KM 0951838.0 |
 GM0764|---------------------------------------------------------------------|
 GM0764
 GM0764                          SUPERSEDED SURVEY CONTROL
 GM0764
 GM0764  NAD 83(1992)-  36 54 30.49874(N)    104 57 53.28693(W) AD(       ) 3
 GM0764  NAD 83(1986)-  36 54 30.50119(N)    104 57 53.28717(W) AD(       ) 3
 GM0764  NAD 27      -  36 54 30.39779(N)    104 57 51.28182(W) AD(       ) 3
 GM0764  NGVD 29 (07/19/86) 2620.1    (m)         8596.     (f) VERT ANG       
 GM0764
 GM0764.Superseded values are not recommended for survey control.
 GM0764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0764.See file dsdata.txt to determine how the superseded data were derived.
 GM0764
 GM0764_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEA0313684719(NAD 83)
 GM0764
 GM0764  HISTORY     - Date     Condition        Report By
 GM0764  HISTORY     - UNK      MONUMENTED
 GM0764  HISTORY     - 1962     GOOD             USGS
 GM0764
 GM0764                          STATION DESCRIPTION
 GM0764
 GM0764'DESCRIBED BY US GEOLOGICAL SURVEY 1962 (SAC)
 GM0764'RECOVERED, REDESCRIBED AS FOLLOWS
 GM0764'
 GM0764'TO REACH STATION FROM POST OFFICE AT VERMEJO PARK, NEW MEXICO, TRAVEL
 GM0764'EASTERLY 0.15 MI. THROUGH STONE GATE TO Y-JUNCTION, THENCE RIGHT,
 GM0764'SOUTHERLY, 0.1 MI. TO IRON BRIDGE, THENCE SOUTHERLY 1.0 MI. ALONG
 GM0764'MAIN GRAVEL RD. TO CROSS-RD., THENCE STRAIGHT, SOUTHERLY, 0.5 MI. TO
 GM0764'RD. JUNCTION, THENCE LEFT, SOUTHERLY, 3.7 MI. TO RD. JUNCTION, THENCE
 GM0764'LEFT, EASTERLY, 1.4 MI. TO RD. JUNCTION AT CREST, THENCE RIGHT,
 GM0764'EASTERLY, 0.6 MI. TO RD. JUNCTION, THENCE LEFT, NORTHERLY, UP YORK
 GM0764'CANYON THROUGH ONE GATE 2.0 MI. TO RD. OPPOSITE WINDMILL ON RIGHT,
 GM0764'CONTINUE N. UP YORK CANYON 1.7 MI. TO RD. JUNCTION, THENCE LEFT,
 GM0764'WESTERLY, ON JEEP RD. 1.1 MI. UP BOTTOM OF SMALL CANYON TO RD.
 GM0764'JUNCTION, THENCE RIGHT, WESTERLY, 0.15 MI. TO SECOND RD. JUNCTION,
 GM0764'THENCE LEFT, SOUTHERLY, 0.2 MI. TO THIRD JUNCTION, THENCE RIGHT,
 GM0764'WESTERLY, 0.4 MI. TO SADDLE AT CREST OF RIDGE AND END OF JEEP TRAVEL,
 GM0764'THEN PACK SE. 450 FT. UP SMALL HILL TO SMALL BALD TOP AND STATION
 GM0764'SITE.
 GM0764'
 GM0764'STATION MARK--STANDARD BRONZE TABLET SET IN SOLID ROCK FLUSH WITH
 GM0764'THE GROUND.  THE MARK HAS NO STAMPING OR DATE.
 GM0764'
 GM0764'REFERENCE MARK--BRONZE REFERENCE TABLET CEMENTED IN ROCK, 15.20 FT.
 GM0764'FROM STATION, N 15 DEG 40 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS1205 ***********************************************************************
 DS1205  DESIGNATION -  BASIN
 DS1205  PID         -  DS1205
 DS1205  STATE/COUNTY-  NM/LINCOLN
 DS1205  USGS QUAD   -  MOUND SPRINGS (1982)
 DS1205
 DS1205                         *CURRENT SURVEY CONTROL
 DS1205  ___________________________________________________________________
 DS1205* NAD 83(1992)-  33 24 33.90705(N)    106 20 59.29255(W)     ADJUSTED  
 DS1205* NAVD 88     -      1313.36   (+/-2cm)    4308.9    (feet)  VERTCON   
 DS1205  ___________________________________________________________________
 DS1205  LAPLACE CORR-          -0.66  (seconds)                    DEFLEC99
 DS1205  GEOID HEIGHT-         -22.32  (meters)                     GEOID03
 DS1205
 DS1205  HORZ ORDER  -  FIRST
 DS1205  VERT ORDER  -  THIRD ? (See Below)
 DS1205
 DS1205.The horizontal coordinates were established by classical geodetic methods
 DS1205.and adjusted by the National Geodetic Survey in December 1993..
 DS1205
 DS1205.The NAVD 88 height was computed by applying the VERTCON shift value to
 DS1205.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DS1205.The vertical order pertains to the NGVD 29 superseded value.
 DS1205
 DS1205.The Laplace correction was computed from DEFLEC99 derived deflections.
 DS1205
 DS1205.The geoid height was determined by GEOID03.
 DS1205
 DS1205;                    North         East     Units Scale Factor Converg.
 DS1205;SPC NM C     -   267,159.298   490,717.285   MT  0.99990106   -0 03 17.8
 DS1205;SPC NM C     -   876,505.13  1,609,961.63   sFT  0.99990106   -0 03 17.8
 DS1205;SPC NM W     -   268,143.094   967,991.391   MT  1.00015135   +0 49 01.2
 DS1205;SPC NM W     -   879,732.80  3,175,818.42   sFT  1.00015135   +0 49 01.2
 DS1205;UTM  13      - 3,697,490.771   374,487.964   MT  0.99979422   -0 44 36.0
 DS1205
 DS1205!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS1205!SPC NM C     -   0.99979736  x   0.99990106  =   0.99969844
 DS1205!SPC NM W     -   0.99979736  x   1.00015135  =   0.99994868
 DS1205!UTM  13      -   0.99979736  x   0.99979422  =   0.99959162
 DS1205
 DS1205|---------------------------------------------------------------------|
 DS1205| PID    Reference Object                     Distance      Geod. Az  |
 DS1205|                                                           dddmmss.s |
 DS1205| CD1555 BASIN RM 1                           14.482 METERS 10314     |
 DS1205| CD1556 BASIN RM 2                           13.564 METERS 18725     |
 DS1205| DS1139 MOCK                                APPROX.18.0 KM 3350912.4 |
 DS1205|---------------------------------------------------------------------|
 DS1205
 DS1205                          SUPERSEDED SURVEY CONTROL
 DS1205
 DS1205  NAD 83(1986)-  33 24 33.91395(N)    106 20 59.29498(W) AD(       ) 1
 DS1205  NAD 27      -  33 24 33.64407(N)    106 20 57.27760(W) AD(       ) 1
 DS1205  NGVD 29 (07/19/86) 1312.72   (m)         4306.8    (f) LEVELING    3  
 DS1205
 DS1205.Superseded values are not recommended for survey control.
 DS1205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS1205.See file dsdata.txt to determine how the superseded data were derived.
 DS1205
 DS1205_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS7448897491(NAD 83)
 DS1205_MARKER: DE = TRAVERSE STATION DISK
 DS1205_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS1205_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DS1205
 DS1205  HISTORY     - Date     Condition        Report By
 DS1205  HISTORY     - 1965     MONUMENTED       DMA
 DS1205
 DS1205                          STATION DESCRIPTION
 DS1205
 DS1205'DESCRIBED BY DEFENSE MAP AGENCY 1965 (WRH)
 DS1205'THE STATION IS APPROXIMATELY 18 MILES SOUTHWEST OF OSCURO, 17 MILES
 DS1205'NORTHWEST OF THREE RIVERS, 13 MILES NORTHEAST OF SALINAS PEAK, AND
 DS1205'ON THE SOUTH SIDE OF WSMR ROUTE 8.
 DS1205'
 DS1205'TO REACH THE STATION FROM RHODES CANYON RANGE CENTER, GO NORTH ON
 DS1205'WSMR ROUTE 7 FOR 16.4 MILES TO WHERE THE MAIN ROAD TURNS RIGHT.  TURN
 DS1205'RIGHT AND GO NORTHEAST ON WSMR ROUTE 7 FOR 2.4 MILES TO A ROAD FORK.
 DS1205'TAKE RIGHT FORK, STRAIGHT AHEAD, AND CONTINUE NORTHEAST ON A DIRT
 DS1205'ROAD (WSMR ROUTE 8) FOR 0.9 MILE TO THE STATION ON THE RIGHT.
 DS1205'
 DS1205'THE STATION MARK IS A STANDARD WHITE SANDS GEODETIC CONTROL TRAVERSE
 DS1205'STATION DISK, STAMPED BASIN WSPG 1965, SET IN THE TOP OF A CONCRETE
 DS1205'POST WHICH IS 6 INCHES IN DIAMETER AND PROJECTS 3 INCHES.  IT IS 93
 DS1205'FEET SOUTH OF THE CENTER LINE OF THE DIRT ROAD AND 4 FEET WEST OF
 DS1205'A METAL WITNESS POST.  AN UNDERGROUND DISK WAS NOT SET AT THIS
 DS1205'STATION.
 DS1205'
 DS1205'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED BASIN WSPG NO 1 1965,
 DS1205'IS SET IN A 12 INCH SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.
 DS1205'IT IS 123 FEET SOUTH OF THE CENTER LINE OF THE DIRT ROAD.
 DS1205'
 DS1205'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED BASIN WSPG NO 2 1965,
 DS1205'IS SET IN A 12 INCH SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT
 DS1205'IS 129 FEET SOUTH OF THE CENTER LINE OF THE DIRT ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0552 ***********************************************************************
 EP0552  DESIGNATION -  BASIN
 EP0552  PID         -  EP0552
 EP0552  STATE/COUNTY-  NM/DE BACA
 EP0552  USGS QUAD   -  DUNLAP NE (1967)
 EP0552
 EP0552                         *CURRENT SURVEY CONTROL
 EP0552  ___________________________________________________________________
 EP0552* NAD 83(1992)-  34 13 32.41252(N)    104 32 29.16624(W)     ADJUSTED  
 EP0552* NAVD 88     -      1358.8    (meters)    4458.     (feet)  VERTCON   
 EP0552  ___________________________________________________________________
 EP0552  LAPLACE CORR-          -2.12  (seconds)                    DEFLEC99
 EP0552  GEOID HEIGHT-         -23.38  (meters)                     GEOID03
 EP0552
 EP0552  HORZ ORDER  -  SECOND
 EP0552
 EP0552.The horizontal coordinates were established by classical geodetic methods
 EP0552.and adjusted by the National Geodetic Survey in December 1993..
 EP0552
 EP0552.The NAVD 88 height was computed by applying the VERTCON shift value to
 EP0552.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EP0552
 EP0552.The Laplace correction was computed from DEFLEC99 derived deflections.
 EP0552
 EP0552.The geoid height was determined by GEOID03.
 EP0552
 EP0552;                    North         East     Units Scale Factor Converg.
 EP0552;SPC NM E     -   357,706.514   145,827.283   MT  0.99991362   -0 07 01.4
 EP0552;SPC NM E     - 1,173,575.45    478,435.01   sFT  0.99991362   -0 07 01.4
 EP0552;UTM  13      - 3,787,273.360   542,235.331   MT  0.99962199   +0 15 28.5
 EP0552
 EP0552!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EP0552!SPC NM E     -   0.99979040  x   0.99991362  =   0.99970404
 EP0552!UTM  13      -   0.99979040  x   0.99962199  =   0.99941247
 EP0552
 EP0552:                Primary Azimuth Mark                     Grid Az
 EP0552:SPC NM E     -  SKIP                                     122 17 07.4
 EP0552:UTM  13      -  SKIP                                     121 54 37.5
 EP0552
 EP0552|---------------------------------------------------------------------|
 EP0552| PID    Reference Object                     Distance      Geod. Az  |
 EP0552|                                                           dddmmss.s |
 EP0552| EP0548 SKIP                                APPROX. 8.8 KM 1221006.0 |
 EP0552| CJ6583 BASIN RM 1                           19.683 METERS 14812     |
 EP0552| CJ6584 BASIN RM 2                           19.553 METERS 23508     |
 EP0552|---------------------------------------------------------------------|
 EP0552
 EP0552                          SUPERSEDED SURVEY CONTROL
 EP0552
 EP0552  NAD 83(1986)-  34 13 32.41887(N)    104 32 29.16396(W) AD(       ) 2
 EP0552  NAD 27      -  34 13 32.14461(N)    104 32 27.24883(W) AD(       ) 2
 EP0552  NGVD 29 (07/19/86) 1358.2    (m)         4456.     (f) VERT ANG       
 EP0552
 EP0552.Superseded values are not recommended for survey control.
 EP0552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EP0552.See file dsdata.txt to determine how the superseded data were derived.
 EP0552
 EP0552_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SET4223587273(NAD 83)
 EP0552_MARKER: DD = SURVEY DISK
 EP0552_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 EP0552+WITH SETTING: INFORMATION.
 EP0552_SP_SET: PREFABRICATED CONCRETE POST
 EP0552
 EP0552  HISTORY     - Date     Condition        Report By
 EP0552  HISTORY     - 1967     MONUMENTED       USGS
 EP0552
 EP0552                          STATION DESCRIPTION
 EP0552
 EP0552'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (EGE)
 EP0552'THE STATION IS LOCATED S, 45 DEG W. ABOUT 24 MI. (AIRLINE) FROM
 EP0552'FORT SUMNER, NEW MEXICO, N. 68 DEG E., ABOUT 18 MI. (AIRLINE)
 EP0552'FROM THE INTERSECTION OF U.S. HIGHWAY 285 AND STATE HIGHWAY
 EP0552'42, 0.15 MI. SW. OF A WINDMILL, IN THE NE 1/4 SEC. 17, T1S.,
 EP0552'R.23E., ON LAND OWNED BY MR. GRAYON STEELE.  STATION CAN
 EP0552'BE LOCATED FROM THE FORT SUMNER NI-13-5 AMS 1--250,000 SERIES
 EP0552'MAP.
 EP0552'
 EP0552'STATION MARK--A STANDARD BRONZE TABLET CRIMPED TO A COPPERWELD
 EP0552'ROD DRIVEN (15 FT.) CENTERED IN A 6 IN. TILE 12 IN. LONG FILLED
 EP0552'WITH GRAVEL.  AND FLUSH WITH GROUND.  STAMPED BASIN ET 1967.
 EP0552'STATION IS 4.4 FT. S. OF METAL WITNESS POST.
 EP0552'
 EP0552'REFERENCE MARK NO. 1--A STANDARD BRONZE R.M. TABLET CRIMPED TO
 EP0552'A COPPERWELD ROD DRIVEN 10 FT., CENTERED IN TILE 6 IN. DIAMETER,
 EP0552'12 IN. LONG, FILLED WITH GRAVEL, FLUSH WITH GROUND.  STAMPED
 EP0552'BASIN ET 1967 NO. 1.
 EP0552'
 EP0552'REFERENCE MARK NO. 2--A STANDARD BRONZE R.M. TABLET CRIMPED
 EP0552'TO A COPPERWELD ROD DRIVEN 10 FT., CENTERED IN 6 IN. TILE 12 IN.
 EP0552'LONG, FILLED WITH GRAVEL, FLUSH WITH GROUND, STAMPED BASIN
 EP0552'ET 1967 NO. 2.
 EP0552'
 EP0552'DISTANCE BETWEEN R.M. 1 AND R.M. 2 IS 88.56 FT. (26.992 METERS)
 EP0552'HORIZONTAL DISTANCE.
 EP0552'
 EP0552'STATION SKIP ET 1967 IS VISIBLE FROM THE GROUND AND WILL SERVE
 EP0552'AS THE AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0964 ***********************************************************************
 FO0964  DESIGNATION -  BASSETT
 FO0964  PID         -  FO0964
 FO0964  STATE/COUNTY-  NM/SANTA FE
 FO0964  USGS QUAD   -  MORIARTY NORTH (1986)
 FO0964
 FO0964                         *CURRENT SURVEY CONTROL
 FO0964  ___________________________________________________________________
 FO0964* NAD 83(1992)-  35 03 05.77502(N)    106 00 20.73341(W)     ADJUSTED  
 FO0964* NAVD 88     -      1918.2    (meters)    6293.     (feet)  VERTCON   
 FO0964  ___________________________________________________________________
 FO0964  LAPLACE CORR-           0.01  (seconds)                    DEFLEC99
 FO0964  GEOID HEIGHT-         -19.50  (meters)                     GEOID03
 FO0964
 FO0964  HORZ ORDER  -  SECOND
 FO0964
 FO0964.The horizontal coordinates were established by classical geodetic methods
 FO0964.and adjusted by the National Geodetic Survey in December 1993..
 FO0964
 FO0964.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO0964.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO0964
 FO0964.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO0964
 FO0964.The geoid height was determined by GEOID03.
 FO0964
 FO0964;                    North         East     Units Scale Factor Converg.
 FO0964;SPC NM C     -   449,325.938   522,280.076   MT  0.99990612   +0 08 25.0
 FO0964;SPC NM C     - 1,474,163.51  1,713,513.88   sFT  0.99990612   +0 08 25.0
 FO0964;UTM  13      - 3,879,228.162   408,278.841   MT  0.99970368   -0 34 39.6
 FO0964
 FO0964!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO0964!SPC NM C     -   0.99970206  x   0.99990612  =   0.99960821
 FO0964!UTM  13      -   0.99970206  x   0.99970368  =   0.99940583
 FO0964
 FO0964:                Primary Azimuth Mark                     Grid Az
 FO0964:SPC NM C     -  OTTO AIRPORT BEACON                      351 47 10.2
 FO0964:UTM  13      -  OTTO AIRPORT BEACON                      352 30 14.8
 FO0964
 FO0964|---------------------------------------------------------------------|
 FO0964| PID    Reference Object                     Distance      Geod. Az  |
 FO0964|                                                           dddmmss.s |
 FO0964| FO0963 OTTO AIRPORT BEACON                 APPROX. 2.4 KM 3515535.2 |
 FO0964|---------------------------------------------------------------------|
 FO0964
 FO0964                          SUPERSEDED SURVEY CONTROL
 FO0964
 FO0964  NAD 83(1986)-  35 03 05.78672(N)    106 00 20.73489(W) AD(       ) 2
 FO0964  NAD 27      -  35 03 05.60990(N)    106 00 18.65001(W) AD(       ) 2
 FO0964  NGVD 29 (07/19/86) 1917.3    (m)         6290.     (f) VERT ANG       
 FO0964
 FO0964.Superseded values are not recommended for survey control.
 FO0964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0964.See file dsdata.txt to determine how the superseded data were derived.
 FO0964
 FO0964_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDU0827979228(NAD 83)
 FO0964_MARKER: DD = SURVEY DISK
 FO0964_SETTING: 0 = UNSPECIFIED SETTING
 FO0964_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FO0964
 FO0964  HISTORY     - Date     Condition        Report By
 FO0964  HISTORY     - 1973     MONUMENTED       USGS
 FO0964  HISTORY     - 1959     GOOD             USGS
 FO0964
 FO0964                          STATION DESCRIPTION
 FO0964
 FO0964'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 FO0964'STATION IS LOCATED ABOUT 5 MI. (AIRLINE) NE. OF MORIARTY, NEW MEXICO,
 FO0964'ON THE GORDON BASSETT FARM, AND IN SEC. 32, T 10 N, R 9 E.
 FO0964'
 FO0964'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAY 66 AND STATE
 FO0964'HIGHWAY 41 AT BUFORD, NEW MEXICO, GO N-NE. ON STATE HIGHWAY 41 FOR
 FO0964'3.8 MI., THENCE RIGHT (E.) OFF HIGHWAY ON A DIRT RD. FOR 0.7 MI.,
 FO0964'THENCE RIGHT (S.) FOR 0.2 MI. TO THE BASSETT FARM HOUSE.  THE STATION
 FO0964'IS LOCATED ON THE W. SIDE OF BUILDINGS.
 FO0964'
 FO0964'STATION MARK--STANDARD USGS ALUMINUM TABLET, STAMPED ---BASSETT VABM
 FO0964'6290 1954---, AND SET IN CONCRETE POST.
 FO0964'
 FO0964'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0908 ***********************************************************************
 CW0908  DESIGNATION -  BASSETT
 CW0908  PID         -  CW0908
 CW0908  STATE/COUNTY-  NM/OTERO
 CW0908  USGS QUAD   -  MOUNTAIN TANK (1980)
 CW0908
 CW0908                         *CURRENT SURVEY CONTROL
 CW0908  ___________________________________________________________________
 CW0908* NAD 83(1992)-  32 02 17.13004(N)    105 56 26.23891(W)     ADJUSTED  
 CW0908* NAVD 88     -      1848.     (meters)    6063.     (feet)  SCALED    
 CW0908  ___________________________________________________________________
 CW0908  LAPLACE CORR-           2.82  (seconds)                    DEFLEC99
 CW0908  GEOID HEIGHT-         -22.75  (meters)                     GEOID03
 CW0908
 CW0908  HORZ ORDER  -  SECOND
 CW0908
 CW0908.The horizontal coordinates were established by classical geodetic methods
 CW0908.and adjusted by the National Geodetic Survey in December 1993..
 CW0908
 CW0908.The orthometric height was scaled from a topographic map.
 CW0908
 CW0908.The Laplace correction was computed from DEFLEC99 derived deflections.
 CW0908
 CW0908.The geoid height was determined by GEOID03.
 CW0908
 CW0908;                    North         East     Units Scale Factor Converg.
 CW0908;SPC NM C     -   115,132.326   529,219.155   MT  0.99991053   +0 09 50.8
 CW0908;SPC NM C     -   377,729.97  1,736,279.84   sFT  0.99991053   +0 09 50.8
 CW0908;SPC TX C     - 3,276,247.453   170,569.159   MT  1.00004524   -2 53 17.1
 CW0908;SPC TX C     -10,748,821.85    559,608.98   sFT  1.00004524   -2 53 17.1
 CW0908;UTM  13      - 3,545,044.629   411,188.226   MT  0.99969727   -0 29 56.5
 CW0908
 CW0908!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CW0908!SPC NM C     -   0.99971353  x   0.99991053  =   0.99962408
 CW0908!SPC TX C     -   0.99971353  x   1.00004524  =   0.99975875
 CW0908!UTM  13      -   0.99971353  x   0.99969727  =   0.99941088
 CW0908
 CW0908|---------------------------------------------------------------------|
 CW0908| PID    Reference Object                     Distance      Geod. Az  |
 CW0908|                                                           dddmmss.s |
 CW0908| CH7916 BASSETT RM 1                          4.218 METERS 04853     |
 CW0908| CH7915 BASSETT AZ MK                                      1281112.9 |
 CW0908| CH7917 BASSETT RM 2                          8.990 METERS 31355     |
 CW0908|---------------------------------------------------------------------|
 CW0908
 CW0908                          SUPERSEDED SURVEY CONTROL
 CW0908
 CW0908  NAD 83(1986)-  32 02 17.13293(N)    105 56 26.23630(W) AD(       ) 2
 CW0908  NAD 27      -  32 02 16.76100(N)    105 56 24.32500(W) AD(       ) 2
 CW0908
 CW0908.Superseded values are not recommended for survey control.
 CW0908.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0908.See file dsdata.txt to determine how the superseded data were derived.
 CW0908
 CW0908_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDR1118845045(NAD 83)
 CW0908_MARKER: DS = TRIANGULATION STATION DISK
 CW0908_SETTING: 66 = SET IN ROCK OUTCROP
 CW0908
 CW0908  HISTORY     - Date     Condition        Report By
 CW0908  HISTORY     - 1943     MONUMENTED       CGS
 CW0908  HISTORY     - 19650501 GOOD             USGS
 CW0908
 CW0908                          STATION DESCRIPTION
 CW0908
 CW0908'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (EHB)
 CW0908'STATION IS 6.0 MILES, AIRLINE, N OF THE HELM RANCH, 2.5 MILES
 CW0908'N OF THE TEXAS-NEW MEXICO STATE LINE, ON A PEAK WHICH SETS
 CW0908'IN BETWEEN TWO LARGE, FLAT-TOPPED RIDGES.  STATION IS ON THE
 CW0908'HIGHEST POINT OF A HILL BETWEEN TWO RIDGES.
 CW0908'
 CW0908'STATION MARK IS A BRONZE STATION DISK SET IN ROCK OUTCROP
 CW0908'FLUSH WITH THE GROUND.  STAMPED BASSETT 1943.
 CW0908'
 CW0908'REFERENCE MARK 1 IS NE OF THE STATION.  IT IS A BRONZE REFERENCE
 CW0908'DISK SET IN ROCK OUTCROP FLUSH WITH THE GROUND.  STAMPED BASSETT
 CW0908'NO 1 1943.
 CW0908'
 CW0908'REFERENCE MARK 2 IS NW OF THE STATION.  IT IS A BRONZE REFERENCE
 CW0908'DISK SET IN A ROCK OUTCROP FLUSH WITH THE GROUND.  STAMPED BASSETT
 CW0908'NO 2 1943.
 CW0908'
 CW0908'AZIMUTH MARK IS 0.6 MILE SE OF THE STATION ON THE HIGHEST POINT
 CW0908'OF A SMALL HILL.  IT IS A BRONZE AZIMUTH DISK SET IN ROCK OUTCROP
 CW0908'FLUSH WITH THE GROUND.  STAMPED BASSETT 1943.
 CW0908'
 CW0908'TO REACH FROM THE POW WOW HIGHWAY CAMP, WHICH IS 19.0 MILES
 CW0908'E OF EL PASO ON U.S. HIGHWAY 62, GO N ON GRADED GRAVEL ROAD FOR
 CW0908'7.1 MILES TO THE ENTRANCE OF THE HELM RANCH.  CONTINUE STRAIGHT
 CW0908'AHEAD, NE, FOR 5.3 MILES TO A CATTLEGUARD IN THE STATE BOUNDARY
 CW0908'FENCE, CROSS GUARD AND TAKE LEFT FORK, NW, FOR 1.7 MILES.  FROM
 CW0908'THIS POINT THE STATION BEARS 319 DEG MAGNETIC.  HERE TURN RIGHT
 CW0908'AN GO CROSS COUNTRY, W, FOR 1.5 MILES TO FOOT OF THE HILL, THEN
 CW0908'PACK UP HILL TO SUMMIT.
 CW0908'
 CW0908'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 CW0908
 CW0908                          STATION RECOVERY (1965)
 CW0908
 CW0908'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965 (WW)
 CW0908'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1450 ***********************************************************************
 CX1450  DESIGNATION -  BATE
 CX1450  PID         -  CX1450
 CX1450  STATE/COUNTY-  NM/OTERO
 CX1450  USGS QUAD   -  GARTON LAKE (1982)
 CX1450
 CX1450                         *CURRENT SURVEY CONTROL
 CX1450  ___________________________________________________________________
 CX1450* NAD 83(1992)-  32 49 10.30998(N)    106 09 14.81239(W)     ADJUSTED  
 CX1450* NAVD 88     -      1242.71   (+/-2cm)    4077.1    (feet)  VERTCON   
 CX1450  ___________________________________________________________________
 CX1450  LAPLACE CORR-           4.07  (seconds)                    DEFLEC99
 CX1450  GEOID HEIGHT-         -23.00  (meters)                     GEOID03
 CX1450
 CX1450  HORZ ORDER  -  FIRST
 CX1450  VERT ORDER  -  THIRD ? (See Below)
 CX1450
 CX1450.The horizontal coordinates were established by classical geodetic methods
 CX1450.and adjusted by the National Geodetic Survey in December 1993..
 CX1450
 CX1450.The NAVD 88 height was computed by applying the VERTCON shift value to
 CX1450.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CX1450.The vertical order pertains to the NGVD 29 superseded value.
 CX1450
 CX1450.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1450
 CX1450.The geoid height was determined by GEOID03.
 CX1450
 CX1450;                    North         East     Units Scale Factor Converg.
 CX1450;SPC NM C     -   201,743.039   508,978.105   MT  0.99990099   +0 03 07.1
 CX1450;SPC NM C     -   661,885.29  1,669,872.33   sFT  0.99990099   +0 03 07.1
 CX1450;UTM  13      - 3,631,870.153   391,965.436   MT  0.99974391   -0 37 32.1
 CX1450
 CX1450!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1450!SPC NM C     -   0.99980854  x   0.99990099  =   0.99970955
 CX1450!UTM  13      -   0.99980854  x   0.99974391  =   0.99955250
 CX1450
 CX1450:                Primary Azimuth Mark                     Grid Az
 CX1450:SPC NM C     -  AIR                                      051 01 50.4
 CX1450:UTM  13      -  AIR                                      051 42 29.6
 CX1450
 CX1450|---------------------------------------------------------------------|
 CX1450| PID    Reference Object                     Distance      Geod. Az  |
 CX1450|                                                           dddmmss.s |
 CX1450| CX1439 AIR                                 APPROX. 9.5 KM 0510457.5 |
 CX1450| CC6018 BATE RM 1                             8.786 METERS 19111     |
 CX1450| CC6019 BATE RM 2                             9.141 METERS 25133     |
 CX1450|---------------------------------------------------------------------|
 CX1450
 CX1450                          SUPERSEDED SURVEY CONTROL
 CX1450
 CX1450  NAD 83(1986)-  32 49 10.31772(N)    106 09 14.81409(W) AD(       ) 1
 CX1450  NAD 27      -  32 49 10.00107(N)    106 09 12.84905(W) AD(       ) 1
 CX1450  NGVD 29 (07/19/86) 1242.12   (m)         4075.2    (f) LEVELING    3  
 CX1450
 CX1450.Superseded values are not recommended for survey control.
 CX1450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1450.See file dsdata.txt to determine how the superseded data were derived.
 CX1450
 CX1450_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS9196531870(NAD 83)
 CX1450_MARKER: DS = TRIANGULATION STATION DISK
 CX1450_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX1450
 CX1450  HISTORY     - Date     Condition        Report By
 CX1450  HISTORY     - 1969     MONUMENTED       DMA
 CX1450
 CX1450                          STATION DESCRIPTION
 CX1450
 CX1450'DESCRIBED BY DEFENSE MAP AGENCY 1969 (JCC)
 CX1450'THE STATION IS LOCATED ON WHITE SANDS MISSILE RANGE ABOUT 5 MILES
 CX1450'WEST-SOUTHWEST OF THE ENTRANCE TO HOLLOMAN AIR FORCE BASE AND 3
 CX1450'MILES NORTHEAST OF THE WHITE SANDS NATIONAL MONUMENT HEADQUARTERS.
 CX1450'
 CX1450'TO REACH THE STATION FROM THE MAIN ENTRANCE TO HOLLOMAN AIR FORCE
 CX1450'BASE, GO SOUTHWESTERLY ON U. S. HIGHWAY 70 FOR 4.9 MILES TO A GATE
 CX1450'AND A SIDE ROAD ON THE RIGHT.  TURN RIGHT, PASS THROUGH THE GATE, AND
 CX1450'GO NORTHERLY ON A PAVED ROAD FOR 1.25 MILES TO A SIDE ROAD ON THE
 CX1450'LEFT.  TURN LEFT AND GO WESTERLY AND NORTHWESTERLY ON A PAVED ROAD
 CX1450'FOR 0.75 MILE TO AN ASTRODOME ATOP A MOUND AND THE STATION AS
 CX1450'DESCRIBED.
 CX1450'
 CX1450'THE STATION MARKS ARE STANDARD DISKS STAMPED BATE WSPG 1967.  THE
 CX1450'SURFACE DISK IS SET IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS 2
 CX1450'INCHES.  IT IS 16.8 FEET NORTHWEST OF THE NORTHWEST CORNER OF A
 CX1450'SMALL METAL BUILDING AND 9 FEET NORTHEAST OF THE NORTHEAST CORNER OF
 CX1450'THE CONCRETE PAD THAT SUPPORTS THE ASTRODOME.  THE UNDERGROUND
 CX1450'DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 40 INCHES BELOW THE
 CX1450'SURFACE OF THE GROUND.
 CX1450'
 CX1450'REFERENCE MARK NO. 1 IS A WHITE SANDS PROVING GROUND DISK STAMPED
 CX1450'BATE R.M. NO. 1 AND IS CEMENTED IN A DRILL HOLE IN THE CONCRETE PAD
 CX1450'WHICH SUPPORTS THE ASTRODOME.  IT IS 7.5 FEET NORTH-NORTHWEST OF
 CX1450'THE SOUTHEAST CORNER OF THE CONCRETE PAD AND 1.8 FEET WEST OF
 CX1450'THE EAST EDGE OF THE CONCRETE PAD.
 CX1450'
 CX1450'REFERENCE MARK NO. 2 IS A WHITE SANDS PROVING GROUND DISK STAMPED
 CX1450'BATE R.M. NO. 2 AND IS CEMENTED IN A DRILL HOLE IN THE CONCRETE PAD
 CX1450'WHICH SUPPORTS THE ASTRODOME.  IT IS 1.3 FEET SOUTHEAST OF THE
 CX1450'NORTHWEST CORNER OF THE CONCRETE PAD.
 CX1450'
 CX1450'NOTE--AN AZIMUTH MARK WAS NOT ESTABLISHED AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0877 ***********************************************************************
 CW0877  DESIGNATION -  BATES
 CW0877  PID         -  CW0877
 CW0877  STATE/COUNTY-  NM/OTERO
 CW0877  USGS QUAD   -  PANAMA RANCH (1963)
 CW0877
 CW0877                         *CURRENT SURVEY CONTROL
 CW0877  ___________________________________________________________________
 CW0877* NAD 83(1992)-  32 23 57.81926(N)    105 01 23.17549(W)     ADJUSTED  
 CW0877* NAVD 88     -      1975.7    (meters)    6482.     (feet)  VERTCON   
 CW0877  ___________________________________________________________________
 CW0877  LAPLACE CORR-           0.13  (seconds)                    DEFLEC99
 CW0877  GEOID HEIGHT-         -21.88  (meters)                     GEOID03
 CW0877
 CW0877  HORZ ORDER  -  THIRD
 CW0877
 CW0877.The horizontal coordinates were established by classical geodetic methods
 CW0877.and adjusted by the National Geodetic Survey in December 1993..
 CW0877
 CW0877.The NAVD 88 height was computed by applying the VERTCON shift value to
 CW0877.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CW0877
 CW0877.The Laplace correction was computed from DEFLEC99 derived deflections.
 CW0877
 CW0877.The geoid height was determined by GEOID03.
 CW0877
 CW0877;                    North         East     Units Scale Factor Converg.
 CW0877;SPC NM C     -   155,813.754   615,420.110   MT  1.00006423   +0 39 26.9
 CW0877;SPC NM C     -   511,198.96  2,019,090.81   sFT  1.00006423   +0 39 26.9
 CW0877;UTM  13      - 3,584,707.164   497,827.188   MT  0.99960006   -0 00 44.6
 CW0877
 CW0877!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CW0877!SPC NM C     -   0.99969332  x   1.00006423  =   0.99975753
 CW0877!UTM  13      -   0.99969332  x   0.99960006  =   0.99929350
 CW0877
 CW0877:                Primary Azimuth Mark                     Grid Az
 CW0877:SPC NM C     -  BATES 2                                  058 30 58.5
 CW0877:UTM  13      -  BATES 2                                  059 11 10.0
 CW0877
 CW0877|---------------------------------------------------------------------|
 CW0877| PID    Reference Object                     Distance      Geod. Az  |
 CW0877|                                                           dddmmss.s |
 CW0877| CW0876 BATES 2                             APPROX. 0.8 KM 0591025.4 |
 CW0877|---------------------------------------------------------------------|
 CW0877
 CW0877                          SUPERSEDED SURVEY CONTROL
 CW0877
 CW0877  NAD 83(1986)-  32 23 57.82357(N)    105 01 23.17431(W) AD(       ) 3
 CW0877  NAD 27      -  32 23 57.43117(N)    105 01 21.31028(W) AD(       ) 3
 CW0877  NGVD 29 (07/19/86) 1975.0    (m)         6480.     (f) VERT ANG       
 CW0877
 CW0877.Superseded values are not recommended for survey control.
 CW0877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0877.See file dsdata.txt to determine how the superseded data were derived.
 CW0877
 CW0877_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDR9782784707(NAD 83)
 CW0877_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CW0877+SATELLITE: SATELLITE OBSERVATIONS - June 26, 2003
 CW0877
 CW0877  HISTORY     - Date     Condition        Report By
 CW0877  HISTORY     - 1942     MONUMENTED       USGS
 CW0877  HISTORY     - 1942     GOOD             USGS
 CW0877  HISTORY     - 20030626 GOOD             INDIV
 CW0877
 CW0877                          STATION DESCRIPTION
 CW0877
 CW0877'DESCRIBED BY US GEOLOGICAL SURVEY 1942
 CW0877'ABOUT 6 MI. FROM OTERO AND CHAVES COUNTY LINE, ON CREST OF GUADALUPE
 CW0877'MOUNTAINS, 30.0 MI. BY RD. NW. OF QUEEN POST OFFICE, 6.0 MI. NW. OF
 CW0877'INDIAN CREEK RANGER STATION, 4.0 MI. W. OF W.C. BATES RANCH HOUSE,
 CW0877'NEAR HEAD OF LITTLE DOG CREEK, 200 FT. N. OF RANGER RD. AT POINT WHERE
 CW0877'IT REACHES CREST OF RANGE, ON HIGHEST POINT OF RIDGE, WHICH IS CLEARED
 CW0877'OF TIMBER AT THIS POINT.
 CW0877'
 CW0877'RECOVERED AND REDESCRIBED AS FOLLOWS
 CW0877'
 CW0877'ON CREST OF GUADALUPE MOUNTAINS, ABOUT 3.5 MI. S. OF PANAMA RANCH
 CW0877'HOUSE (W.C. BATES), 200 FT. W. OF PANAMA RANCH-QUEENS ROAD, PROBABLY
 CW0877'IN SEC. 8, T 22 S, R 19 E.  THIS STATION IS IDENTICAL WITH THE OLD
 CW0877'STATION --BATES--.  STATION MARK HAD BEEN REMOVED FROM ROCK, BUT OLD
 CW0877'POSITION WAS DETERMINED BY MEANS OF THE REFERENCE MARKS AND TABLET
 CW0877'WAS RECEMENTED IN PLACE.
 CW0877'
 CW0877'STATION MARK--BRONZE BENCH MARK TABLET, CEMENTED IN ROCK FLUSH WITH
 CW0877'GROUND.
 CW0877'
 CW0877'REFERENCE MARK NO. 1--CROSS CUT IN LARGE FLAT ROCK, 56.21 FT. W. OF
 CW0877'STATION.
 CW0877'
 CW0877'REFERENCE MARK NO. 2--CROSS CUT IN SMALL ROCK, 51.10 FT. SE. OF
 CW0877'STATION.
 CW0877
 CW0877                          STATION RECOVERY (2003)
 CW0877
 CW0877'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (TAR)
 CW0877'RM NO. 2 IS LOCATED N.E. OF STA. MARK.  RECOVERED PARTIALLY COVERED BY
 CW0877'A BUSH AND DIRT
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0876 ***********************************************************************
 CW0876  DESIGNATION -  BATES 2
 CW0876  PID         -  CW0876
 CW0876  STATE/COUNTY-  NM/OTERO
 CW0876  USGS QUAD   -  PANAMA RANCH (1963)
 CW0876
 CW0876                         *CURRENT SURVEY CONTROL
 CW0876  ___________________________________________________________________
 CW0876* NAD 83(1992)-  32 24 11.14212(N)    105 00 56.85717(W)     ADJUSTED  
 CW0876* NAVD 88     -      1966.     (meters)    6450.     (feet)  VERTCON   
 CW0876  ___________________________________________________________________
 CW0876  LAPLACE CORR-          -0.60  (seconds)                    DEFLEC99
 CW0876  GEOID HEIGHT-         -21.87  (meters)                     GEOID03
 CW0876
 CW0876  HORZ ORDER  -  THIRD
 CW0876
 CW0876.The horizontal coordinates were established by classical geodetic methods
 CW0876.and adjusted by the National Geodetic Survey in December 1993..
 CW0876
 CW0876.The NAVD 88 height was computed by applying the VERTCON shift value to
 CW0876.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CW0876
 CW0876.The Laplace correction was computed from DEFLEC99 derived deflections.
 CW0876
 CW0876.The geoid height was determined by GEOID03.
 CW0876
 CW0876;                    North         East     Units Scale Factor Converg.
 CW0876;SPC NM C     -   156,232.065   616,103.166   MT  1.00006618   +0 39 41.2
 CW0876;SPC NM C     -   512,571.37  2,021,331.80   sFT  1.00006618   +0 39 41.2
 CW0876;UTM  13      - 3,585,117.270   498,514.768   MT  0.99960003   -0 00 30.5
 CW0876
 CW0876!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CW0876!SPC NM C     -   0.99969488  x   1.00006618  =   0.99976104
 CW0876!UTM  13      -   0.99969488  x   0.99960003  =   0.99929504
 CW0876
 CW0876:                Primary Azimuth Mark                     Grid Az
 CW0876:SPC NM C     -  BATES                                    238 30 58.3
 CW0876:UTM  13      -  BATES                                    239 11 10.0
 CW0876
 CW0876|---------------------------------------------------------------------|
 CW0876| PID    Reference Object                     Distance      Geod. Az  |
 CW0876|                                                           dddmmss.s |
 CW0876| CW0877 BATES                               APPROX. 0.8 KM 2391039.5 |
 CW0876|---------------------------------------------------------------------|
 CW0876
 CW0876                          SUPERSEDED SURVEY CONTROL
 CW0876
 CW0876  NAD 83(1986)-  32 24 11.14642(N)    105 00 56.85594(W) AD(       ) 3
 CW0876  NAD 27      -  32 24 10.75603(N)    105 00 54.98912(W) AD(       ) 3
 CW0876  NGVD 29 (07/19/86) 1965.     (m)         6447.     (f) VERT ANG       
 CW0876
 CW0876.Superseded values are not recommended for survey control.
 CW0876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0876.See file dsdata.txt to determine how the superseded data were derived.
 CW0876
 CW0876_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDR9851585117(NAD 83)
 CW0876
 CW0876  HISTORY     - Date     Condition        Report By
 CW0876  HISTORY     - 1942     MONUMENTED       USGS
 CW0876  HISTORY     - 1963     GOOD             USGS
 CW0876
 CW0876                          STATION DESCRIPTION
 CW0876
 CW0876'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 CW0876'LOCATED ON E. END OF TOP OF SPUR RIDGE ABOUT 0.4 MI. E. OF PANAMA
 CW0876'RANCH-QUEENS ROAD, PROBABLY IN SEC. 9, T 22 S, R 19 E, ON SPUR
 CW0876'LEADING E-N. FROM --BATES 1917-- TRIANGULATION STATION.
 CW0876'
 CW0876'RECOVERED IN GOOD CONDITION.
 CW0876'
 CW0876'STATION MARK--STANDARD USGS BRONZE TABLET, STAMPED ---BATES NO. 2
 CW0876'1942---, CEMENTED IN LARGE ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS1302 ***********************************************************************
 DS1302  DESIGNATION -  BATTLE
 DS1302  PID         -  DS1302
 DS1302  STATE/COUNTY-  NM/SOCORRO
 DS1302  USGS QUAD   -  SAN MARCIAL (1982)
 DS1302
 DS1302                         *CURRENT SURVEY CONTROL
 DS1302  ___________________________________________________________________
 DS1302* NAD 83(1992)-  33 44 37.92256(N)    106 59 39.58739(W)     ADJUSTED  
 DS1302* NAVD 88     -      1588.     (meters)    5210.     (feet)  VERTCON   
 DS1302  ___________________________________________________________________
 DS1302  LAPLACE CORR-          -0.72  (seconds)                    DEFLEC99
 DS1302  GEOID HEIGHT-         -22.59  (meters)                     GEOID03
 DS1302
 DS1302  HORZ ORDER  -  THIRD
 DS1302
 DS1302.The horizontal coordinates were established by classical geodetic methods
 DS1302.and adjusted by the National Geodetic Survey in December 1993..
 DS1302
 DS1302.The NAVD 88 height was computed by applying the VERTCON shift value to
 DS1302.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DS1302
 DS1302.The Laplace correction was computed from DEFLEC99 derived deflections.
 DS1302
 DS1302.The geoid height was determined by GEOID03.
 DS1302
 DS1302;                    North         East     Units Scale Factor Converg.
 DS1302;SPC NM C     -   304,495.282   431,035.695   MT  0.99995861   -0 24 48.5
 DS1302;SPC NM C     -   998,998.27  1,414,156.28   sFT  0.99995861   -0 24 48.5
 DS1302;UTM  13      - 3,735,543.472   315,262.637   MT  1.00002074   -1 06 29.3
 DS1302
 DS1302!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS1302!SPC NM C     -   0.99975436  x   0.99995861  =   0.99971298
 DS1302!UTM  13      -   0.99975436  x   1.00002074  =   0.99977509
 DS1302
 DS1302:                Primary Azimuth Mark                     Grid Az
 DS1302:SPC NM C     -  FORT                                     204 06 00.3
 DS1302:UTM  13      -  FORT                                     204 47 41.1
 DS1302
 DS1302|---------------------------------------------------------------------|
 DS1302| PID    Reference Object                     Distance      Geod. Az  |
 DS1302|                                                           dddmmss.s |
 DS1302| DS1338 FORT                                APPROX.11.4 KM 2034111.8 |
 DS1302|---------------------------------------------------------------------|
 DS1302
 DS1302                          SUPERSEDED SURVEY CONTROL
 DS1302
 DS1302  NAD 83(1986)-  33 44 37.93158(N)    106 59 39.58801(W) AD(       ) 3
 DS1302  NAD 27      -  33 44 37.71466(N)    106 59 37.47177(W) AD(       ) 3
 DS1302  NGVD 29 (07/19/86) 1587.     (m)         5207.     (f) VERT ANG       
 DS1302
 DS1302.Superseded values are not recommended for survey control.
 DS1302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS1302.See file dsdata.txt to determine how the superseded data were derived.
 DS1302
 DS1302_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT1526335543(NAD 83)
 DS1302_MARKER: DD = SURVEY DISK
 DS1302_SETTING: 66 = SET IN ROCK OUTCROP
 DS1302_SP_SET: SET IN BEDROCK
 DS1302_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DS1302+STABILITY: POSITION/ELEVATION WELL
 DS1302
 DS1302  HISTORY     - Date     Condition        Report By
 DS1302  HISTORY     - 1958     MONUMENTED       USGS
 DS1302
 DS1302                          STATION DESCRIPTION
 DS1302
 DS1302'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 DS1302'STATION IS LOCATED AIRLINE ABOUT 22.5 MI. SSE. OF SOCORRO AND ABOUT
 DS1302'14.5 MI. SW. OF SAN ANTONIO ON A HIGH, LONE PEAK OVERLOOKING THE
 DS1302'VALVERDE BATTLEFIELDS.
 DS1302'
 DS1302'STATION IS REACHED FROM POST OFFICE IN SAN ANTONIO BY DRIVING S. ON
 DS1302'U.S. HIGHWAY 85 FOR 13.4 MI. TO A POINT WHERE A LARGE WASH DRAINS
 DS1302'FROM THE NW.  TURN NW. ON DIM RD. ON E. SIDE OF WASH AND FOLLOW RD.,
 DS1302'THEN WASH FOR APPROXIMATELY 1.0 MI. AND END OF TRUCK TRAVEL.  PACK
 DS1302'1/4 MI. UP LONE PEAK TO W. TO THE TOP AND STATION.
 DS1302'
 DS1302'STATION MARK--A STANDARD USGS TABLET SET IN BEDROCK FLUSH WITH
 DS1302'GROUND, AND STAMPED ---BATTLE-1958---.
 DS1302'
 DS1302'NO MENTION OF REFERENCE MARKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0786 ***********************************************************************
 DQ0786  DESIGNATION -  BAUM
 DQ0786  PID         -  DQ0786
 DQ0786  STATE/COUNTY-  NM/LEA
 DQ0786  USGS QUAD   -  FRIER RANCH (1973)
 DQ0786
 DQ0786                         *CURRENT SURVEY CONTROL
 DQ0786  ___________________________________________________________________
 DQ0786* NAD 83(1992)-  33 08 11.66114(N)    103 33 48.35657(W)     ADJUSTED  
 DQ0786* NAVD 88     -      1279.0    (meters)    4196.     (feet)  VERTCON   
 DQ0786  ___________________________________________________________________
 DQ0786  LAPLACE CORR-           0.80  (seconds)                    DEFLEC99
 DQ0786  GEOID HEIGHT-         -22.00  (meters)                     GEOID03
 DQ0786
 DQ0786  HORZ ORDER  -  SECOND
 DQ0786
 DQ0786.The horizontal coordinates were established by classical geodetic methods
 DQ0786.and adjusted by the National Geodetic Survey in December 1993..
 DQ0786
 DQ0786.The NAVD 88 height was computed by applying the VERTCON shift value to
 DQ0786.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DQ0786
 DQ0786.The Laplace correction was computed from DEFLEC99 derived deflections.
 DQ0786
 DQ0786.The geoid height was determined by GEOID03.
 DQ0786
 DQ0786;                    North         East     Units Scale Factor Converg.
 DQ0786;SPC NM E     -   237,162.679   236,833.011   MT  0.99997269   +0 25 15.1
 DQ0786;SPC NM E     -   778,091.22    777,009.64   sFT  0.99997269   +0 25 15.1
 DQ0786;UTM  13      - 3,667,345.933   633,996.722   MT  0.99982138   +0 47 07.4
 DQ0786
 DQ0786!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ0786!SPC NM E     -   0.99980269  x   0.99997269  =   0.99977539
 DQ0786!UTM  13      -   0.99980269  x   0.99982138  =   0.99962411
 DQ0786
 DQ0786|---------------------------------------------------------------------|
 DQ0786| PID    Reference Object                     Distance      Geod. Az  |
 DQ0786|                                                           dddmmss.s |
 DQ0786| CJ6589 BAUM RM 1                            33.708 METERS 03601     |
 DQ0786| CJ6590 BAUM RM 2                            23.159 METERS 12529     |
 DQ0786| CJ6588 BAUM AZ MK                                         2532441.4 |
 DQ0786|---------------------------------------------------------------------|
 DQ0786
 DQ0786                          SUPERSEDED SURVEY CONTROL
 DQ0786
 DQ0786  NAD 83(1986)-  33 08 11.67137(N)    103 33 48.34913(W) AD(       ) 2
 DQ0786  NAD 27      -  33 08 11.25300(N)    103 33 46.52000(W) AD(       ) 2
 DQ0786  NGVD 29 (07/19/86) 1278.5    (m)         4195.     (f) VERT ANG       
 DQ0786
 DQ0786.Superseded values are not recommended for survey control.
 DQ0786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0786.See file dsdata.txt to determine how the superseded data were derived.
 DQ0786
 DQ0786_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFS3399767346(NAD 83)
 DQ0786_MARKER: DS = TRIANGULATION STATION DISK
 DQ0786_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0786
 DQ0786  HISTORY     - Date     Condition        Report By
 DQ0786  HISTORY     - 1935     MONUMENTED       CGS
 DQ0786  HISTORY     - 1963     GOOD             CGS
 DQ0786  HISTORY     - 1973     GOOD             USGS
 DQ0786  HISTORY     - 1987     GOOD             AMOCO
 DQ0786
 DQ0786                          STATION DESCRIPTION
 DQ0786
 DQ0786'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 DQ0786'THIS STATION IS 19 MILES AIR LINE NORTHWEST OF LOVINGTON, IN SEC.
 DQ0786'1, T. 14 S., R. 33 E., IN A PASTURE ON LAND OWNED BY BOB BAUM
 DQ0786'AND LEASED BY PETE ETCHENORRY, 0.3 MILE SOUTHWEST OF A TALL
 DQ0786'MILL AND SEVERAL OLD SHACKS, ABOUT 1/4 MILE SOUTH OF A LONG
 DQ0786'FENCE POST, 50 FEET WEST OF A NORTH-SOUTH WIRE FENCE WHICH IS THE
 DQ0786'WEST EDGE OF A CULTIVATED FIELD, AND 171 FEET SOUTHWEST OF A
 DQ0786'FENCE CORNER.  TO REACH THE STATION PROCEED TO THE FENCE CORNER
 DQ0786'SOUTH OF MR. E. PELLOS RANCH BUILDINGS AS IN THE DESCRIPTION
 DQ0786'OF STATION PELLO, GO NORTH 0.1 MILE TO CATTLE GUARD ENTERING
 DQ0786'RANCH YARD, PASS THROUGH GATE, GO EAST 0.1 MILE ON TRACK
 DQ0786'ROAD, FOLLOW MAIN TRAIL CURVING NORTH 0.4 MILE, CROSS CATTLE GUARD,
 DQ0786'GO NORTHWEST ALONG MAIN TRAIL, CROSS CATTLE GUARD, FOLLOW
 DQ0786'MAIN TRAIL 1.8 MILES, ENTER GATE, FOLLOW MAIN TRAIL NORTH
 DQ0786'2.0 MILES TO FENCE SOUTH OF PETE ETCHENORRYS PLACE, GO WEST
 DQ0786'ALONG SOUTH SIDE OF FENCE 0.8 MILE TO WIRE GATE, ENTER
 DQ0786'GATE, GO NORTH ALONG WEST SIDE OF FENCE 0.9 MILE TO MILL,
 DQ0786'TANK, AND TREES, FOLLOW WELL-WORN TRAIL 0.9 MILE, ENTER GATE,
 DQ0786'FOLLOW TRAIL NORTH 0.5 MILE TO A GATE IN A NORTH-SOUTH FENCE.
 DQ0786'THE AZIMUTH MARK IS 15 FEET SOUTH OF THIS GATE.  THE SURFACE,
 DQ0786'UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD DISKS
 DQ0786'SET IN CONCRETE.
 DQ0786'REFERENCE MARK NO. 1 IS 2 FEET WEST OF A NORTH-SOUTH WIRE
 DQ0786'FENCE, 67 FEET SOUTH OF A FENCE CORNER, AND 110.59 FEET
 DQ0786'FROM STATION N 36 DEG 01 MIN E, AND NO. 2 IS 2 FEET WEST
 DQ0786'OF A NORTH-SOUTH WIRE FENCE, AND 75.98 FEET FROM STATION
 DQ0786'S 54 DEG 31 MIN E.  THE AZIMUTH MARK IS 3 FEET EAST OF A
 DQ0786'NORTH-SOUTH WOVEN WIRE FENCE AND 0.8 MILE FROM STATION
 DQ0786'S 73 DEG 25 MIN W.
 DQ0786
 DQ0786                          STATION RECOVERY (1963)
 DQ0786
 DQ0786'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CKP)
 DQ0786'ALL MARKS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION
 DQ0786'TO REACH THE STATION FOLLOWS--
 DQ0786'
 DQ0786'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 18 AND 83 IN
 DQ0786'LOVINGTON, GO WEST ON HIGHWAY 83 FOR 13.0 MILES TO THE JUNCTION
 DQ0786'OF STATE HIGHWAY 457 ON THE RIGHT.  TURN RIGHT AND GO NORTH ON
 DQ0786'HIGHWAY 457 FOR 15.0 MILES TO A GRAVELED SIDE ROAD AND SIGN
 DQ0786'C.A. AND TROY C. FORT 4 MILES EAST ON THE RIGHT, TURN RIGHT
 DQ0786'AND GO EAST AND SOUTH FOR 1.7 MILES TO A CATTLE GUARD AND
 DQ0786'FARM ON THE RIGHT, CONTINUE EAST FOR 0.4 MILE TO A CATTLE
 DQ0786'GUARD, PASS THROUGH AND TURN LEFT ON A TRACK ROAD, GO NORTHEAST
 DQ0786'AND NORTH ON THE TRACK ROAD FOR 0.3 MILE TO AN UNDERGROUND
 DQ0786'PIPELINE.  BEAR RIGHT AND GO NORTHEAST ALONG SOUTHEAST SIDE OF
 DQ0786'PIPELINE FOR 1.7 MILES TO A METAL GATE (THE AZIMUTH MARK
 DQ0786'IS 0.65 MILE WEST OF THIS POINT, 15 FEET SOUTH OF A T-FENCE
 DQ0786'CORNER), CONTINUE ALONG THE PIPELINE FOR 0.2 MILE, TURN RIGHT
 DQ0786'AND GO SOUTHEAST 135 FEET TO THE STATION.
 DQ0786'
 DQ0786'ASTRO PARTY 621 VISITED THIS STATION.
 DQ0786
 DQ0786                          STATION RECOVERY (1973)
 DQ0786
 DQ0786'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973 (JCH)
 DQ0786'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 457 AND 83, 13
 DQ0786'MILES WEST OF LOVINGTON, GO NORTH ON 457 FOR 17 MILES TO A T-RD
 DQ0786'EAST, THENCE EAST ON GOOD OIL FIELD ROAD 1.4 MILES AND SOUTH FOR
 DQ0786'1.1 MILES TO AN E-W FENCE, THENCE EAST ALONG FENCE 0.4 MILE TO A
 DQ0786'PIPE LINE ANGLING NE - SW, THENCE NE ALONG PIPE LINE 0.25 MILE,
 DQ0786'THENCE RIGHT 90 DEGREES ABOUT 140 FEET TO THE STATION MARK,
 DQ0786'AND REFERENCE MARKS, AS DESCRIBED BY THE USC AND GS.  THE
 DQ0786'AZIMUTH MARK WAS NOT SEARCHED FOR.
 DQ0786
 DQ0786                          STATION RECOVERY (1987)
 DQ0786
 DQ0786'RECOVERY NOTE BY AMOCO OIL COMPANY 1987 (JLF)
 DQ0786'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1701 ***********************************************************************
 CX1701  DESIGNATION -  BAUMAN
 CX1701  PID         -  CX1701
 CX1701  STATE/COUNTY-  NM/DONA ANA
 CX1701  USGS QUAD   -  BLACK MESA (1978)
 CX1701
 CX1701                         *CURRENT SURVEY CONTROL
 CX1701  ___________________________________________________________________
 CX1701* NAD 83(1992)-  32 08 57.16297(N)    106 49 07.90487(W)     ADJUSTED  
 CX1701* NAVD 88     -      1282.5    (meters)    4208.     (feet)  VERTCON   
 CX1701  ___________________________________________________________________
 CX1701  LAPLACE CORR-           1.43  (seconds)                    DEFLEC99
 CX1701  GEOID HEIGHT-         -24.15  (meters)                     GEOID03
 CX1701
 CX1701  HORZ ORDER  -  FIRST
 CX1701
 CX1701.The horizontal coordinates were established by classical geodetic methods
 CX1701.and adjusted by the National Geodetic Survey in December 1993..
 CX1701
 CX1701.The NAVD 88 height was computed by applying the VERTCON shift value to
 CX1701.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CX1701
 CX1701.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1701
 CX1701.The geoid height was determined by GEOID03.
 CX1701
 CX1701;                    North         East     Units Scale Factor Converg.
 CX1701;SPC NM C     -   127,552.954   446,338.614   MT  0.99993550   -0 18 09.8
 CX1701;SPC NM C     -   418,479.98  1,464,362.60   sFT  0.99993550   -0 18 09.8
 CX1701;UTM  13      - 3,558,424.025   328,464.935   MT  0.99996287   -0 58 05.2
 CX1701
 CX1701!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1701!SPC NM C     -   0.99980246  x   0.99993550  =   0.99973797
 CX1701!UTM  13      -   0.99980246  x   0.99996287  =   0.99976534
 CX1701
 CX1701|---------------------------------------------------------------------|
 CX1701| PID    Reference Object                     Distance      Geod. Az  |
 CX1701|                                                           dddmmss.s |
 CX1701| CC6021 BAUMAN RM 1                          23.700 METERS 00630     |
 CX1701| CC6022 BAUMAN RM 2                          21.518 METERS 11807     |
 CX1701| CC6020 BAUMAN AZ MK                                       1933757.6 |
 CX1701|---------------------------------------------------------------------|
 CX1701
 CX1701                          SUPERSEDED SURVEY CONTROL
 CX1701
 CX1701  NAD 83(1986)-  32 08 57.16750(N)    106 49 07.90283(W) AD(       ) 1
 CX1701  NAD 27      -  32 08 56.82769(N)    106 49 05.89111(W) AD(       ) 1
 CX1701  NGVD 29 (07/19/86) 1281.9    (m)         4206.     (f) VERT ANG       
 CX1701
 CX1701.Superseded values are not recommended for survey control.
 CX1701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1701.See file dsdata.txt to determine how the superseded data were derived.
 CX1701
 CX1701_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR2846558424(NAD 83)
 CX1701_MARKER: DS = TRIANGULATION STATION DISK
 CX1701_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX1701_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CX1701
 CX1701  HISTORY     - Date     Condition        Report By
 CX1701  HISTORY     - 1969     MONUMENTED       CGS
 CX1701  HISTORY     - 19861203 GOOD             DMA
 CX1701
 CX1701                          STATION DESCRIPTION
 CX1701
 CX1701'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LGB)
 CX1701'THE STATION IS LOCATED ABOUT 16 MILES NORTHWEST OF ANTHONY,
 CX1701'11 MILES SOUTH OF LAS CRUCES, 3-1/2 MILES NORTH OF THE AFTON, EL
 CX1701'PASO NATURAL GAS COMPANY, PUMPING STATION, AND ON A FLAT SANDY
 CX1701'AREA ON THE PROPERTY OWNED BY MR. L.E. BAUMAN.
 CX1701'
 CX1701'TO REACH THE STATION FROM THE POST OFFICE IN ANTHONY, GO SOUTH
 CX1701'ON FIRST STREET FOR 0.05 MILE TO LINCOLN STREET.  TURN RIGHT AND
 CX1701'GO WEST ON LINCOLN ST. FOR 0.05 MILE TO U.S. HIGHWAYS 80 AND
 CX1701'85.  TURN RIGHT AND GO NORTH ON THE HIGHWAYS FOR 0.05 MILES TO THE
 CX1701'JUNCTION OF STATE HIGHWAY 478 ON THE LEFT.  TURN LEFT AND GO
 CX1701'NORTHWESTERLY ON STATE HIGHWAY 478 FOR 4.85 MILES TO A CROSSROAD
 CX1701'IN THE SMALL VILLAGE OF BERINO.  TURN LEFT AND GO WEST ON STATE
 CX1701'HIGHWAY 226 FOR 2.5 MILES TO A T-INTERSECTION.  TURN RIGHT AND
 CX1701'GO GO NORTH ON A SURFACED ROAD FOR 1.6 MILES TO A CROSSROAD AND
 CX1701'A SIGN IN THE SOUTHWEST ANGLE, (EL PASO NATURAL GAS COMPANY AFTON
 CX1701'STATION).  TURN LEFT AND GO WEST ON THE SURFACED ROAD FOR
 CX1701'8.4 MILES TO A CATTLE GUARD.  CONTINUE AHEAD WEST ON THE
 CX1701'SURFACED ROAD FOR 0.6 MILE TO A SIDE ROAD ON THE RIGHT AND A
 CX1701'DOUBLE GAS PRESSURE VALVE ON THE LEFT.  TURN RIGHT AND GO NORTH
 CX1701'ON THE BLADED ROAD FOR 1.75 MILES TO THE AZIMUTH MARK ON THE
 CX1701'LEFT.  CONTINUE AHEAD NORTH ON THE BLADED ROAD FOR 1.2 MILES TO
 CX1701'THE STATION ON THE RIGHT.
 CX1701'
 CX1701'THE STATION MARK IS A STANDARD DISK STAMPED BAUMAN 1969, SET
 CX1701'IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 12 INCHES IN
 CX1701'DIAMETER AND PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT
 CX1701'IS 58 FEET EAST OF THE CENTER OF THE BLADED ROAD AND 3.5 FEET
 CX1701'WEST OF THE METAL WITNESS POST WITH SIGN ATTACHED.
 CX1701'
 CX1701'REFERENCE MARK 1 IS A STANDARD DISK STAMPED BAUMAN NO 1 1969,
 CX1701'SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 12 INCHES IN
 CX1701'DIAMETER AND PROJECTS 6 INCHES ABOVE THE GROUND SURFACE.  IT IS
 CX1701'77 FEET NORTH OF THE METAL WITNESS POST WITH SIGN ATTACHED AND
 CX1701'48 FEET EAST OF THE CENTER OF THE BLADED ROAD.
 CX1701'
 CX1701'REFERENCE MARK 2 IS A STANDARD DISK STAMPED BAUMAN NO 2 1969,
 CX1701'SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 12 INCHES
 CX1701'IN DIAMETER AND PROJECTS 6 INCHES ABOVE THE GROUND SURFACE.  IT
 CX1701'IS 67 FEET SOUTHWEST OF THE METAL WITNESS POST WITH A SIGN
 CX1701'ATTACHED.
 CX1701'
 CX1701'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BAUMAN 1969, SET IN
 CX1701'THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 12 INCHES IN DIAMETER
 CX1701'AND PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS 46 FEET WEST
 CX1701'OF THE CENTER OF THE BLADED ROAD, 21 FEET SOUTHWEST OF THE CENTER
 CX1701'OF THE DIM TRACK ROAD AND 2 FEET NORTHEAST OF THE METAL WITNESS
 CX1701'POST WITH SIGN ATTACHED.
 CX1701
 CX1701                          STATION RECOVERY (1986)
 CX1701
 CX1701'RECOVERY NOTE BY DEFENSE MAP AGENCY 1986 (CW)
 CX1701'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0915 ***********************************************************************
 CY0915  DESIGNATION -  BAYARD COPPER BOLT
 CY0915  PID         -  CY0915
 CY0915  STATE/COUNTY-  NM/GRANT
 CY0915  USGS QUAD   -  FORT BAYARD (1992)
 CY0915
 CY0915                         *CURRENT SURVEY CONTROL
 CY0915  ___________________________________________________________________
 CY0915* NAD 83(1992)-  32 47 48.56279(N)    108 09 07.82256(W)     ADJUSTED  
 CY0915* NAVD 88     -      1879.     (meters)    6165.     (feet)  SCALED    
 CY0915  ___________________________________________________________________
 CY0915  LAPLACE CORR-           2.86  (seconds)                    DEFLEC99
 CY0915  GEOID HEIGHT-         -23.43  (meters)                     GEOID03
 CY0915
 CY0915  HORZ ORDER  -  SECOND
 CY0915
 CY0915.The horizontal coordinates were established by classical geodetic methods
 CY0915.and adjusted by the National Geodetic Survey in December 1993..
 CY0915
 CY0915.The orthometric height was scaled from a topographic map.
 CY0915
 CY0915.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY0915
 CY0915.The geoid height was determined by GEOID03.
 CY0915
 CY0915;                    North         East     Units Scale Factor Converg.
 CY0915;SPC NM W     -   199,269.254   800,137.733   MT  0.99992766   -0 10 21.7
 CY0915;SPC NM W     -   653,769.21  2,625,118.55   sFT  0.99992766   -0 10 21.7
 CY0915;UTM  12      - 3,632,354.847   766,685.929   MT  1.00047706   +1 32 36.5
 CY0915
 CY0915!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY0915!SPC NM W     -   0.99970877  x   0.99992766  =   0.99963645
 CY0915!UTM  12      -   0.99970877  x   1.00047706  =   1.00018569
 CY0915
 CY0915                          SUPERSEDED SURVEY CONTROL
 CY0915
 CY0915  NAD 83(1986)-  32 47 48.56045(N)    108 09 07.82274(W) AD(       ) 2
 CY0915  NAD 27      -  32 47 48.28870(N)    108 09 05.66132(W) AD(       ) 2
 CY0915
 CY0915.Superseded values are not recommended for survey control.
 CY0915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0915.See file dsdata.txt to determine how the superseded data were derived.
 CY0915
 CY0915_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYB6668632355(NAD 83)
 CY0915_MARKER: B = BOLT
 CY0915_SETTING: 0 = UNSPECIFIED SETTING
 CY0915_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CY0915_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CY0915+SATELLITE: SATELLITE OBSERVATIONS - September 06, 2004
 CY0915
 CY0915  HISTORY     - Date     Condition        Report By
 CY0915  HISTORY     - 1945     MONUMENTED       CGS
 CY0915  HISTORY     - 20040906 GOOD             GEOCAC
 CY0915
 CY0915                          STATION DESCRIPTION
 CY0915
 CY0915'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 CY0915'$
 CY0915'A COPPER BOLT WITH A CROSS IN THE TOP OF IT IS SET IN
 CY0915'GRANITE STONE AND FLUSH WITH THE SURFACE OF THE TOP OF THE STONE.
 CY0915'IT IS N OF STATION FORT BAYARD USGS AND ABOUT 2-1/2 FEET HIGHER.
 CY0915'
 CY0915'TO REACH THE CLUBHOUSE FROM THE MAIN ENTRANCE GATE TO THE
 CY0915'FORT, GO NE ON THE PAVED ROAD FOR 0.25 MILE, TURN LEFT FOR
 CY0915'0.1 MILE, THENCE RIGHT FOR 0.25 MILE TO A ROAD LEFT JUST
 CY0915'BEFORE REACHING THE HOSPITAL ZONE.  TURN LEFT FOR 0.05 MILE,
 CY0915'THEN TAKE A LEFT FORK ON A DIRT ROAD UP THE HILL FOR 0.1
 CY0915'MILE TO STATION FORT BAYARD USGS ON THE RIGHT, JUST BEFORE
 CY0915'REACHING THE SOJOURNERS CLUB ON THE LEFT.  STATION FORT BAYARD USGS
 CY0915'IS ON THE S END OF THE RIDGE ON WHICH THE CLUBHOUSE IS BUILT.
 CY0915
 CY0915                          STATION RECOVERY (2004)
 CY0915
 CY0915'RECOVERY NOTE BY GEOCACHING 2004 (CB)
 CY0915'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0727 ***********************************************************************
 CW0727  DESIGNATION -  BAYLOR
 CW0727  PID         -  CW0727
 CW0727  STATE/COUNTY-  NM/EDDY
 CW0727  USGS QUAD   -  RED LAKE (1975)
 CW0727
 CW0727                         *CURRENT SURVEY CONTROL
 CW0727  ___________________________________________________________________
 CW0727* NAD 83(1992)-  32 48 09.33227(N)    104 11 57.82653(W)     ADJUSTED  
 CW0727* NAVD 88     -      1136.4    (meters)    3728.     (feet)  VERTCON   
 CW0727  ___________________________________________________________________
 CW0727  LAPLACE CORR-           1.22  (seconds)                    DEFLEC99
 CW0727  GEOID HEIGHT-         -23.06  (meters)                     GEOID03
 CW0727
 CW0727  HORZ ORDER  -  FIRST
 CW0727
 CW0727.The horizontal coordinates were established by classical geodetic methods
 CW0727.and adjusted by the National Geodetic Survey in December 1993..
 CW0727
 CW0727.The NAVD 88 height was computed by applying the VERTCON shift value to
 CW0727.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CW0727
 CW0727.The Laplace correction was computed from DEFLEC99 derived deflections.
 CW0727
 CW0727.The geoid height was determined by GEOID03.
 CW0727
 CW0727;                    North         East     Units Scale Factor Converg.
 CW0727;SPC NM E     -   199,870.444   177,543.514   MT  0.99991103   +0 04 21.2
 CW0727;SPC NM E     -   655,741.62    582,490.68   sFT  0.99991103   +0 04 21.2
 CW0727;UTM  13      - 3,629,686.370   574,956.186   MT  0.99966928   +0 26 01.5
 CW0727
 CW0727!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CW0727!SPC NM E     -   0.99982523  x   0.99991103  =   0.99973628
 CW0727!UTM  13      -   0.99982523  x   0.99966928  =   0.99949457
 CW0727
 CW0727|---------------------------------------------------------------------|
 CW0727| PID    Reference Object                     Distance      Geod. Az  |
 CW0727|                                                           dddmmss.s |
 CW0727| CH7922 BAYLOR RM 1                          17.070 METERS 00339     |
 CW0727| CH7923 BAYLOR RM 2                          20.543 METERS 07024     |
 CW0727| CW0729 BAYLOR RM                            13.567 METERS 15512     |
 CW0727| CH7921 BAYLOR AZ MK                                       2275804.7 |
 CW0727|---------------------------------------------------------------------|
 CW0727
 CW0727                          SUPERSEDED SURVEY CONTROL
 CW0727
 CW0727  NAD 83(1986)-  32 48 09.33820(N)    104 11 57.81641(W) AD(       ) 1
 CW0727  NAD 27      -  32 48 08.92400(N)    104 11 55.97400(W) AD(       ) 1
 CW0727  NGVD 29 (07/19/86) 1135.9    (m)         3727.     (f) VERT ANG       
 CW0727
 CW0727.Superseded values are not recommended for survey control.
 CW0727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0727.See file dsdata.txt to determine how the superseded data were derived.
 CW0727
 CW0727_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES7495629686(NAD 83)
 CW0727_MARKER: DS = TRIANGULATION STATION DISK
 CW0727_SETTING: 66 = SET IN ROCK OUTCROP
 CW0727_SP_SET: SET IN ROCK OUTCROP
 CW0727_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CW0727+STABILITY: POSITION/ELEVATION WELL
 CW0727
 CW0727  HISTORY     - Date     Condition        Report By
 CW0727  HISTORY     - 1922     MONUMENTED       CGS
 CW0727  HISTORY     - 1948     GOOD             USGS
 CW0727  HISTORY     - 1966     GOOD             CGS
 CW0727  HISTORY     - 1969     GOOD             USAF
 CW0727  HISTORY     - 1975     GOOD             NGS
 CW0727  HISTORY     - 20040217 GOOD             INDIV
 CW0727
 CW0727                          STATION DESCRIPTION
 CW0727
 CW0727'DESCRIBED BY COAST AND GEODETIC SURVEY 1922 (CMD)
 CW0727'ABOUT 11 MILES EAST BY SOUTH FROM ARTESIA, 3-1/2 MILES NORTH FROM
 CW0727'J.A. SIMPSONS RANCH HOUSE, 1 MILE SOUTHEAST FROM A RED WINDMILL
 CW0727'KNOWN AS TAYLORS FIRST MILL, ALONGSIDE THE HART CANYON ROAD,
 CW0727'ON THE HIGHEST LAND AT THE NORTHERN END OF THE MESA, 160
 CW0727'METERS (525 FEET) SOUTH FROM A PROSPECT HOLE DUG IN THE RED
 CW0727'EARTH ON THE SLOPE OF THE MESA.  STATION AND REFERENCE MARKS
 CW0727'ARE STANDARD DISKS SET IN ROCK.
 CW0727'REFERENCE MARK NO. 1 IS 17.08 METERS (56.0 FEET) FROM STATION
 CW0727'AND NO. 2 IS 20.55 METERS (67.4
 CW0727'FEET) FROM STATION.
 CW0727
 CW0727                          STATION RECOVERY (1948)
 CW0727
 CW0727'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1948
 CW0727'USGS DESCRIPTION, 1948--LOCATED ABOUT 11.5 MI. E. AND 3.5 MI. S. OF
 CW0727'ARTESIA IN SE. COR. OF SEC. 29, T 17 S, R 28 E.  ABOUT 1800 FT. N. OF
 CW0727'STATE HIGHWAY 83 WHERE HIGHWAY TURNS DUE E.  ON HIGHEST POINT AT N.
 CW0727'END OF MCMILLAN ESCARPMENT 21 FT. E. OF THE CENTER LINE OF A TRAIL RD.
 CW0727'
 CW0727'TO REACH FROM INTERSECTION OF U.S. HIGHWAY 285 AND STATE HIGHWAY 83
 CW0727'IN ARTESIA, FOLLOW STATE HIGHWAY 83, 13.5 MI. E. TO RD. JUNCTION AT
 CW0727'TOP OF ESCARPMENT.  TURN N. THROUGH GATE AND FOLLOW TRAIL RD. W. TO
 CW0727'HIGHEST POINT ON MESA AND STATION SITE.
 CW0727'
 CW0727'STATION MARK--STANDARD USC AND GS TABLET STAMPED---BAYLOR 1922---,
 CW0727'CEMENTED IN LIMESTONE OUTCROP.
 CW0727
 CW0727                          STATION RECOVERY (1966)
 CW0727
 CW0727'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (DEA)
 CW0727'THE STATION WAS FOUND AS DESCRIBED AND IN GOOD CONDITION,
 CW0727'AS WELL AS THE REFERENCE MARKS.
 CW0727
 CW0727                          STATION RECOVERY (1969)
 CW0727
 CW0727'RECOVERY NOTE BY US AIR FORCE 1969 (CMM)
 CW0727'STATION AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 CW0727'CONDITION.
 CW0727'
 CW0727'A NEW ROUTE DESCRIPTION IS AS FOLLOWS--
 CW0727'
 CW0727'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 82
 CW0727'AND 285 IN ARTESIA, NEW MEXICO GO EAST ON HIGHWAY 82 FOR 12.3
 CW0727'MILES TO A TRACK ROAD AND WIRE GATE ON THE LEFT.  TURN LEFT
 CW0727'(NORTH) ON TRACK ROAD THROUGH GATE FOR 0.25 MILES TO A FORK.
 CW0727'TAKE THE LEFT FORK FOR 0.15 MILE PAST A RADIO ANTENNA TO THE
 CW0727'STATION ON THE RIGHT AT THE TOP OF THE RIDGE.
 CW0727
 CW0727                          STATION RECOVERY (1975)
 CW0727
 CW0727'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (JRS)
 CW0727'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 CW0727'CONDITION.  THE DIRECTION TO THE REFERENCE MARKS CHECKED THE OLD
 CW0727'DATA.  THE DISTANCE TO REFERENCE MARK 2 CHECKED THE OLD DATA.  A
 CW0727'DIFFERENCE OF 0.10 FEET OR 0.039 METERS SHORTER IN THE DISTANCE TO
 CW0727'REFERENCE MARK 1 WAS NOTED.  AN AZIMUTH MARK WAS ESTABLISHED AT
 CW0727'THIS TIME.  FOLLOWING IS A NEW DESCRIPTION.
 CW0727'
 CW0727'THE STATION IS ABOUT 13 MILES WEST OF LOCO HILLS, 12-1/2 MILES
 CW0727'EAST-SOUTHWEST OF ARTESIA, 0.35 MILE NORTH OF U.S. HIGHWAY 82 AND
 CW0727'ON PROPERTY OWNED BY THE TURKEY TRACK RANCH.
 CW0727'
 CW0727'TO REACH THE STATION FROM THE POST OFFICE IN LOCO HILLS, GO WEST
 CW0727'ON U.S. HIGHWAY 82 FOR 10.75 MILES TO THE JUNCTION WITH STATE
 CW0727'HIGHWAY 360.  CONTINUE WEST ON U.S. HIGHWAY 82 FOR 1.55 MILES TO A
 CW0727'GATE AND A SIDE ROAD RIGHT.  (TO REACH THE AZIMUTH MARK FROM THIS
 CW0727'POINT, CONTINUE WEST ON U.S. HIGHWAY 82 FOR 0.5 MILE TO A CATTLE
 CW0727'GUARD AND THE MARK ON THE RIGHT.) TURN RIGHT, PASSING THROUGH
 CW0727'GATE AND GO NORTH AND WEST ON A TRACK ROAD FOR 0.15 MILE TO A
 CW0727'PIPELINE CROSSING.  CONTINUE WEST-NORTHWEST ALONG THE TRACK ROAD
 CW0727'FOR 0.05 MILE TO A TRACK CROSSROAD.  TURN RIGHT AND GO NORTH ON
 CW0727'THE TRACK ROAD FOR 0.1 MILE TO A FORK.  TAKE THE LEFT FORK AND
 CW0727'GO NORTH-NORTHWEST ON A TRACK ROAD FOR 0.25 MILE TO
 CW0727'THE NORTH END OF A RIDGE AND THE STATION.
 CW0727'
 CW0727'STATION MARK IS A STANDARD DISK, STAMPED BAYLOR 1922, CEMENTED IN
 CW0727'A DRILL HOLE IN OUTCROPPING BEDROCK, THAT IS FLUSH WITH THE
 CW0727'GROUND.  IT IS 27.0 FEET EAST OF THE CENTER OF A TRACK
 CW0727'ROAD.
 CW0727'
 CW0727'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BAYLOR NO 1 1922,
 CW0727'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK, THAT IS FLUSH
 CW0727'WITH THE GROUND AND ABOUT 3 FEET LOWER THAN THE STATION.
 CW0727'
 CW0727'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BAYLOR NO 2 1922,
 CW0727'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK, THAT IS FLUSH WITH
 CW0727'THE GROUND AND ABOUT 1 FOOT HIGHER THAN THE STATION.
 CW0727'
 CW0727'BAYLOR (GLO) IS A BRONZE DISK OF THE U.S. GENERAL LAND OFFICE
 CW0727'SURVEY, NOT STAMPED, RIVETED TO THE TOP OF A 3 INCH IRON PIPE, THAT
 CW0727'PROJECTS 14 INCHES ABOVE THE GROUND.
 CW0727'
 CW0727'AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK, STAMPED BAYLOR
 CW0727'1922 AZ 1975, CEMENTED IN A DRILL HOLE IN THE NORTHEAST CORNER OF A
 CW0727'CATTLE GUARD.  IT IS 84.0 FEET NORTH OF THE CENTER OF U.S. HIGHWAY
 CW0727'82, 6.5 FEET EAST OF THE CENTER OF A CATTLE GUARD AND 6.7 FEET
 CW0727'NORTHWEST OF A WITNESS POST.
 CW0727'
 CW0727'HEIGHT OF LIGHT ABOVE STATION MARK 4.92 FEET.
 CW0727'
 CW0727'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 CW0727'13 MILES WEST OF LOCO HILLS.
 CW0727
 CW0727                          STATION RECOVERY (2004)
 CW0727
 CW0727'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (MC)
 CW0727'THERE IS A VERY TALL RADIO TOWER ABOUT 700 FEET SW OF STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0729 ***********************************************************************
 CW0729  DESIGNATION -  BAYLOR RM
 CW0729  PID         -  CW0729
 CW0729  STATE/COUNTY-  NM/EDDY
 CW0729  USGS QUAD   -  RED LAKE (1975)
 CW0729
 CW0729                         *CURRENT SURVEY CONTROL
 CW0729  ___________________________________________________________________
 CW0729* NAD 83(1992)-  32 48 08.93247(N)    104 11 57.60782(W)     ADJUSTED  
 CW0729* NAVD 88     -      1137.     (meters)    3730.     (feet)  SCALED    
 CW0729  ___________________________________________________________________
 CW0729  LAPLACE CORR-           1.22  (seconds)                    DEFLEC99
 CW0729  GEOID HEIGHT-         -23.06  (meters)                     GEOID03
 CW0729
 CW0729  HORZ ORDER  -  SECOND
 CW0729
 CW0729.The horizontal coordinates were established by classical geodetic methods
 CW0729.and adjusted by the National Geodetic Survey in December 1993..
 CW0729.No horizontal observational check was made to the station.
 CW0729
 CW0729.The orthometric height was scaled from a topographic map.
 CW0729
 CW0729.The Laplace correction was computed from DEFLEC99 derived deflections.
 CW0729
 CW0729.The geoid height was determined by GEOID03.
 CW0729
 CW0729;                    North         East     Units Scale Factor Converg.
 CW0729;SPC NM E     -   199,858.136   177,549.219   MT  0.99991103   +0 04 21.3
 CW0729;SPC NM E     -   655,701.23    582,509.40   sFT  0.99991103   +0 04 21.3
 CW0729;UTM  13      - 3,629,674.102   574,961.967   MT  0.99966929   +0 26 01.6
 CW0729
 CW0729!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CW0729!SPC NM E     -   0.99982506  x   0.99991103  =   0.99973611
 CW0729!UTM  13      -   0.99982506  x   0.99966929  =   0.99949441
 CW0729
 CW0729                          SUPERSEDED SURVEY CONTROL
 CW0729
 CW0729  NAD 83(1986)-  32 48 08.93841(N)    104 11 57.59770(W) AD(       ) 2
 CW0729  NAD 27      -  32 48 08.52419(N)    104 11 55.75530(W) AD(       ) 2
 CW0729
 CW0729.Superseded values are not recommended for survey control.
 CW0729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0729.See file dsdata.txt to determine how the superseded data were derived.
 CW0729
 CW0729_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES7496229674(NAD 83)
 CW0729_MARKER: DD = SURVEY DISK
 CW0729_SETTING: 0 = UNSPECIFIED SETTING
 CW0729_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CW0729
 CW0729  HISTORY     - Date     Condition        Report By
 CW0729  HISTORY     - 1975     MONUMENTED       USGLO
 CW0729
 CW0729                          STATION DESCRIPTION
 CW0729
 CW0729'DESCRIBED BY US GENERAL LAND OFFICE 1975
 CW0729'STATION BAYLOR IS ABOUT 13 MILES WEST OF LOCO HILLS, 12-1/2 MILES
 CW0729'EAST-SOUTHWEST OF ARTESIA, 0.35 MILE NORTH OF U.S. HIGHWAY 82 AND
 CW0729'ON PROPERTY OWNED BY THE TURKEY TRACK RANCH.
 CW0729'
 CW0729'TO REACH STATION BAYLOR FROM THE POST OFFICE IN LOCO HILLS, GO WEST
 CW0729'ON U.S. HIGHWAY 82 FOR 10.75 MILES TO THE JUNCTION WITH STATE
 CW0729'HIGHWAY 360.  CONTINUE WEST ON U.S. HIGHWAY 82 FOR 1.55 MILES TO A
 CW0729'GATE AND A SIDE ROAD RIGHT.  (TO REACH THE AZIMUTH MARK FROM THIS
 CW0729'POINT, CONTINUE WEST ON U.S. HIGHWAY 82 FOR 0.5 MILE TO A CATTLE
 CW0729'GUARD AND THE MARK ON THE RIGHT.) TURN RIGHT, PASSING THROUGH
 CW0729'GATE AND GO NORTH AND WEST ON A TRACK ROAD FOR 0.15 MILE TO A
 CW0729'PIPELINE CROSSING.  CONTINUE WEST-NORTHWEST ALONG THE TRACK ROAD
 CW0729'FOR 0.05 MILE TO A TRACK CROSSROAD.  TURN RIGHT AND GO NORTH ON
 CW0729'THE TRACK ROAD FOR 0.1 MILE TO A FORK.  TAKE THE LEFT FORK AND
 CW0729'GO NORTH-NORTHWEST ON A TRACK ROAD FOR 0.25 MILE TO
 CW0729'THE NORTH END OF A RIDGE AND THE STATION.
 CW0729'
 CW0729'BAYLOR (GLO) IS A BRONZE DISK OF THE U.S. GENERAL LAND OFFICE
 CW0729'SURVEY, NOT STAMPED, RIVETED TO THE TOP OF A 3 INCH IRON PIPE, THAT
 CW0729'PROJECTS 14 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0947 ***********************************************************************
 CY0947  DESIGNATION -  BBBT 1
 CY0947  PID         -  CY0947
 CY0947  STATE/COUNTY-  NM/GRANT
 CY0947  USGS QUAD   -  TYRONE (1992)
 CY0947
 CY0947                         *CURRENT SURVEY CONTROL
 CY0947  ___________________________________________________________________
 CY0947* NAD 83(1992)-  32 41 33.02929(N)    108 22 24.35639(W)     ADJUSTED  
 CY0947* NAVD 88     -      1903.     (meters)    6243.     (feet)  SCALED    
 CY0947  ___________________________________________________________________
 CY0947  LAPLACE CORR-           2.88  (seconds)                    DEFLEC99
 CY0947  GEOID HEIGHT-         -24.20  (meters)                     GEOID03
 CY0947
 CY0947  HORZ ORDER  -  THIRD
 CY0947
 CY0947.The horizontal coordinates were established by classical geodetic methods
 CY0947.and adjusted by the National Geodetic Survey in December 1993..
 CY0947
 CY0947.The orthometric height was scaled from a topographic map.
 CY0947
 CY0947.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY0947
 CY0947.The geoid height was determined by GEOID03.
 CY0947
 CY0947;                    North         East     Units Scale Factor Converg.
 CY0947;SPC NM W     -   187,785.633   779,355.565   MT  0.99994828   -0 17 30.2
 CY0947;SPC NM W     -   616,093.36  2,556,935.72   sFT  0.99994828   -0 17 30.2
 CY0947;UTM  12      - 3,620,249.142   746,246.772   MT  1.00034777   +1 25 09.9
 CY0947
 CY0947!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY0947!SPC NM W     -   0.99970511  x   0.99994828  =   0.99965341
 CY0947!UTM  12      -   0.99970511  x   1.00034777  =   1.00005278
 CY0947
 CY0947:                Primary Azimuth Mark                     Grid Az
 CY0947:SPC NM W     -  TYRONE                                   131 07 10.6
 CY0947:UTM  12      -  TYRONE                                   129 24 30.5
 CY0947
 CY0947|---------------------------------------------------------------------|
 CY0947| PID    Reference Object                     Distance      Geod. Az  |
 CY0947|                                                           dddmmss.s |
 CY0947| CY0946 TYRONE                              APPROX. 5.2 KM 1304940.4 |
 CY0947|---------------------------------------------------------------------|
 CY0947
 CY0947                          SUPERSEDED SURVEY CONTROL
 CY0947
 CY0947  NAD 83(1992)-  32 41 33.02782(N)    108 22 24.35454(W) AD(       ) 3
 CY0947  NAD 83(1986)-  32 41 33.02563(N)    108 22 24.35430(W) AD(       ) 3
 CY0947  NAD 27      -  32 41 32.75179(N)    108 22 22.18243(W) AD(       ) 3
 CY0947
 CY0947.Superseded values are not recommended for survey control.
 CY0947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0947.See file dsdata.txt to determine how the superseded data were derived.
 CY0947
 CY0947_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYB4624720249(NAD 83)
 CY0947_MARKER: DD = SURVEY DISK
 CY0947_SETTING: 80 = SET IN A BOULDER
 CY0947_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0947+STABILITY: SURFACE MOTION
 CY0947
 CY0947  HISTORY     - Date     Condition        Report By
 CY0947  HISTORY     - 1948     MONUMENTED       USGS
 CY0947
 CY0947                          STATION DESCRIPTION
 CY0947
 CY0947'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 CY0947'STATION IS LOCATED APPROXIMATELY 2 MI. N. OF POST OFFICE AT TYRONE,
 CY0947'NEW MEXICO.
 CY0947'
 CY0947'TRAVEL EASTERLY, ALONG TYRONE TO SILVER CITY ROAD, 1.6 MI. FROM THE
 CY0947'TYRONE POST OFFICE TO INTERSECTION WITH U.S. HIGHWAY 180, THENCE
 CY0947'LEFT (NORTHERLY) ALONG U.S. HIGHWAY 180 6.1 MI. TO GRAVEL RD. W.,
 CY0947'THENCE LEFT (SW.) FOLLOWING MAIN GRAVEL RD. 2.2 MI. TO FORKS, THENCE
 CY0947'RIGHT (W.) 2.9 MI. TO SMALL EARTH DAM AND CABIN.  STATION IS
 CY0947'APPROXIMATELY 1,500 FT. NW. ON HIGHEST POINT OF W. END OF E-W. RIDGE.
 CY0947'
 CY0947'STATION MARK--STANDARD TABLET, SET IN BOULDER FLUSH WITH GROUND, AND
 CY0947'STAMPED ---BBBT 1 1948---.
 CY0947'
 CY0947'REFERENCE MARK NO. 1--A 3/4 IN. DRILL HOLE, 4 IN. DEEP, IN LARGE
 CY0947'BOULDER, 18.8 FT. FROM STATION, S 14 DEG 39 MIN E.
 CY0947'
 CY0947'REFERENCE MARK NO. 2--A COPPER NAIL, IN BASE OF 10 IN. OAK TREE, 21.0
 CY0947'FT. FROM STATION, N 87 DEG 49 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS1294 ***********************************************************************
 DS1294  DESIGNATION -  BEACON
 DS1294  PID         -  DS1294
 DS1294  STATE/COUNTY-  NM/SOCORRO
 DS1294  USGS QUAD   -  LITTLE SAN PASQUAL MOUNTAIN (1982)
 DS1294
 DS1294                         *CURRENT SURVEY CONTROL
 DS1294  ___________________________________________________________________
 DS1294* NAD 83(1992)-  33 43 12.21423(N)    106 51 41.35698(W)     ADJUSTED  
 DS1294* NAVD 88     -      1687.     (meters)    5535.     (feet)  VERTCON   
 DS1294  ___________________________________________________________________
 DS1294  LAPLACE CORR-           2.50  (seconds)                    DEFLEC99
 DS1294  GEOID HEIGHT-         -22.53  (meters)                     GEOID03
 DS1294
 DS1294  HORZ ORDER  -  FIRST
 DS1294
 DS1294.The horizontal coordinates were established by classical geodetic methods
 DS1294.and adjusted by the National Geodetic Survey in December 1993..
 DS1294
 DS1294.The NAVD 88 height was computed by applying the VERTCON shift value to
 DS1294.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DS1294
 DS1294.The Laplace correction was computed from DEFLEC99 derived deflections.
 DS1294
 DS1294.The geoid height was determined by GEOID03.
 DS1294
 DS1294;                    North         East     Units Scale Factor Converg.
 DS1294;SPC NM C     -   301,773.879   443,328.419   MT  0.99993958   -0 20 22.1
 DS1294;SPC NM C     -   990,069.80  1,454,486.65   sFT  0.99993958   -0 20 22.1
 DS1294;UTM  13      - 3,732,673.161   327,522.025   MT  0.99996675   -1 02 01.1
 DS1294
 DS1294!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS1294!SPC NM C     -   0.99973882  x   0.99993958  =   0.99967841
 DS1294!UTM  13      -   0.99973882  x   0.99996675  =   0.99970557
 DS1294
 DS1294|---------------------------------------------------------------------|
 DS1294| PID    Reference Object                     Distance      Geod. Az  |
 DS1294|                                                           dddmmss.s |
 DS1294| DS1293 5 F 110                             101.251 METERS 06946     |
 DS1294| CD1557 BEACON AZ MK                                       1240733.8 |
 DS1294| CD1558 BEACON RM 1                          15.719 METERS 20434     |
 DS1294| CD1559 BEACON RM 2                          14.302 METERS 30850     |
 DS1294|---------------------------------------------------------------------|
 DS1294
 DS1294                          SUPERSEDED SURVEY CONTROL
 DS1294
 DS1294  NAD 83(1986)-  33 43 12.22172(N)    106 51 41.35947(W) AD(       ) 1
 DS1294  NAD 27      -  33 43 11.98579(N)    106 51 39.27435(W) AD(       ) 1
 DS1294  NGVD 29 (07/19/86) 1686.     (m)         5531.     (f) VERT ANG       
 DS1294
 DS1294.Superseded values are not recommended for survey control.
 DS1294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS1294.See file dsdata.txt to determine how the superseded data were derived.
 DS1294
 DS1294_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT2752232673(NAD 83)
 DS1294_MARKER: DS = TRIANGULATION STATION DISK
 DS1294_SETTING: 0 = UNSPECIFIED SETTING
 DS1294
 DS1294  HISTORY     - Date     Condition        Report By
 DS1294  HISTORY     - 1954     MONUMENTED       CGS
 DS1294
 DS1294                          STATION DESCRIPTION
 DS1294
 DS1294'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (WRH)
 DS1294'STATION IS LOCATED, AIRLINE, ABOUT 13-3/4 MILES SOUTH OF
 DS1294'SAN ANTONIO, 4-1/2 MILES SOUTHEAST OF U.S. HIGHWAY 85, ON THE
 DS1294'EAST SIDE OF THE RIO GRANDE AND ON A PROMINENT ISOLATED HILL
 DS1294'WHICH HAS AN AIRWAY BEACON ON IT.
 DS1294'
 DS1294'STATION IS REACHED AS FOLLOWS--FROM THE JUNCTION OF U.S. HIGHWAYS
 DS1294'380 AND 85 IN SAN ANTONIO, GO EAST ON U.S. HIGHWAY 380 FOR
 DS1294'6.6 MILES TO A SIDE ROAD ON THE RIGHT AND A SIGN FITE RANCH
 DS1294'OVER IT.  TURN RIGHT AND GO 1.6 MILES TO A FORK JUST BEFORE
 DS1294'REACHING RANCH BUILDINGS.  TAKE THE RIGHT FORK AND GO 0.2
 DS1294'MILE TO A WIRE GATE.  PASS THROUGH GATE AND CONTINUE ON THE
 DS1294'MAIN TRAVELED ROAD FOR 1.3 MILES TO A FORK.  TAKE THE LEFT
 DS1294'FORK AND GO 2.5 MILES TO A FORK.  TAKE THE LEFT FORK AND GO
 DS1294'4.7 MILES TO A FORK NEAR A GATE AND A SIGN BRUTON RANCH.
 DS1294'TAKE THE RIGHT FORK AND GO 5.2 MILES, FOLLOWING THE POWER
 DS1294'LINE, TO A WIRE GATE JUST AFTER PASSING UNDER THE POWER
 DS1294'LINE.  PASS THROUGH THE GATE AND CONTINUE FOR 2.2 MILES
 DS1294'TO A SIDE ROAD ON THE RIGHT.  TURN RIGHT AND GO 0.7 MILE
 DS1294'TO A T ROAD.  TURN RIGHT AND GO 1.8 MILES TO A GATE AND
 DS1294'THE AZIMUTH MARK ON THE RIGHT 150 YARDS NORTH OF THE ROAD.
 DS1294'PASS THROUGH THE GATE AND CONTINUE FOR 0.2 MILE TO TWO
 DS1294'SMALL CABINS.  CONTINUE ALONG THE POWER LINE FOR 0.2
 DS1294'MILE TO THE END OF TRUCK TRAVEL.  PACK NORTHWESTERLY TO
 DS1294'THE TOP OF THE HILL AND THE STATION.  A 15 MINUTE PACK.
 DS1294'
 DS1294'STATION MARK, STAMPED BEACON 1954, IS A STANDARD DISK BRAZED
 DS1294'TO THE TOP OF A 1-1/2 INCH IRON PIPE THAT PROJECTS 5 INCHES.
 DS1294'IT IS ON THE HIGHEST PART OF THE SOUTHERN HIGH POINT OF THE RIDGE.
 DS1294'
 DS1294'REFERENCE MARK NUMBER 1, STAMPED BEACON NO 1 1954, IS A
 DS1294'STANDARD DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK
 DS1294'THAT PROJECTS 2 FEET ON THE LOWER SIDE AND FLUSH ON THE
 DS1294'UPPER SIDE.  IT IS 19.4 FEET LOWER THAN THE STATION.
 DS1294'
 DS1294'REFERENCE MARK NUMBER 2, STAMPED BEACON NO 2 1954, IS A
 DS1294'STANDARD DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK
 DS1294'THAT PROJECTS 1 FOOT.  IT IS 3 FEET LOWER THAN THE STATION.
 DS1294'
 DS1294'AZIMUTH MARK, STAMPED BEACON 1954, IS A STANDARD DISK CEMENTED
 DS1294'IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT PROJECTS 1 FOOT.
 DS1294'IT IS 100.0 FEET EAST OF THE WIRE FENCE, 450.0 FEET NORTH
 DS1294'OF THE CENTERLINE OF THE ROAD AND 50 FEET SOUTH OF A HIGHER
 DS1294'KNOLL IN THE SAME BEDROCK OUTCROP.
 DS1294'
 DS1294'5F110 (USED) IS A BRONZE STATION MARK DISK, STAMPED 1942
 DS1294'5F110, CEMENTED IN A DRILL HOLE IN A BOULDER 15 BY 24 INCHES
 DS1294'AND PROJECTING 10 INCHES.  IT IS ABOUT THE SAME ELEVATION
 DS1294'AS THE STATION AND DIRECTLY UNDER THE CENTER OF THE AIRWAY BEACON.
 DS1294'BEACON.
 DS1294'
 DS1294'AIRWAY BEACON 14, ALBUQUERQUE TO EL PASO, IS A STANDARD STEEL
 DS1294'HAS A REVOLVING LIGHT WITH TWO RED COURSE LIGHTS FLASHING FOUR DOTS.
 DS1294'
 DS1294'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CF0299 ***********************************************************************
 CF0299  DESIGNATION -  BEACON HILL
 CF0299  PID         -  CF0299
 CF0299  STATE/COUNTY-  NM/HIDALGO
 CF0299  USGS QUAD   -  BEACON HILL (1982)
 CF0299
 CF0299                         *CURRENT SURVEY CONTROL
 CF0299  ___________________________________________________________________
 CF0299* NAD 83(1992)-  31 55 23.82343(N)    108 43 10.84475(W)     ADJUSTED  
 CF0299* NAVD 88     -      1482.     (meters)    4862.     (feet)  SCALED    
 CF0299  ___________________________________________________________________
 CF0299  LAPLACE CORR-           2.13  (seconds)                    DEFLEC99
 CF0299  GEOID HEIGHT-         -25.75  (meters)                     GEOID03
 CF0299
 CF0299  HORZ ORDER  -  FIRST
 CF0299
 CF0299.The horizontal coordinates were established by classical geodetic methods
 CF0299.and adjusted by the National Geodetic Survey in December 1993..
 CF0299
 CF0299.The orthometric height was scaled from a topographic map.
 CF0299
 CF0299.The Laplace correction was computed from DEFLEC99 derived deflections.
 CF0299
 CF0299.The geoid height was determined by GEOID03.
 CF0299
 CF0299;                    North         East     Units Scale Factor Converg.
 CF0299;SPC NM W     -   102,705.706   746,182.244   MT  1.00000328   -0 28 07.4
 CF0299;SPC NM W     -   336,960.30  2,448,099.58   sFT  1.00000328   -0 28 07.4
 CF0299;UTM  12      - 3,534,201.713   715,592.920   MT  1.00017326   +1 12 22.5
 CF0299
 CF0299!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CF0299!SPC NM W     -   0.99977142  x   1.00000328  =   0.99977470
 CF0299!UTM  12      -   0.99977142  x   1.00017326  =   0.99994464
 CF0299
 CF0299:                Primary Azimuth Mark                     Grid Az
 CF0299:SPC NM W     -  PHOENIX EL PASO AWY BCN 29 A             083 30 03.3
 CF0299:UTM  12      -  PHOENIX EL PASO AWY BCN 29 A             081 49 33.4
 CF0299
 CF0299|---------------------------------------------------------------------|
 CF0299| PID    Reference Object                     Distance      Geod. Az  |
 CF0299|                                                           dddmmss.s |
 CF0299| CF0284 PHOENIX EL PASO AWY BCN 29 A        APPROX.25.0 KM 0830155.9 |
 CF0299| CC6042 BEACON HILL RM 1                                   17751     |
 CF0299| CF0310 PHOENIX EL PASO AWY BCN 26 B        APPROX.21.8 KM 2725524.8 |
 CF0299| CC6043 BEACON HILL RM 2                     15.868 METERS 27746     |
 CF0299| CY1043 WASHBURN CAIRN                      APPROX.23.3 KM 2940653.8 |
 CF0299| CC6041 BEACON HILL AZ MK                                  3444206.9 |
 CF0299|---------------------------------------------------------------------|
 CF0299
 CF0299                          SUPERSEDED SURVEY CONTROL
 CF0299
 CF0299  NAD 83(1992)-  31 55 23.82165(N)    108 43 10.84438(W) AD(       ) 1
 CF0299  NAD 83(1986)-  31 55 23.81991(N)    108 43 10.84248(W) AD(       ) 1
 CF0299  NAD 27      -  31 55 23.48679(N)    108 43 08.64908(W) AD(       ) 1
 CF0299
 CF0299.Superseded values are not recommended for survey control.
 CF0299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0299.See file dsdata.txt to determine how the superseded data were derived.
 CF0299
 CF0299_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RYA1559334202(NAD 83)
 CF0299_MARKER: DS = TRIANGULATION STATION DISK
 CF0299_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CF0299
 CF0299  HISTORY     - Date     Condition        Report By
 CF0299  HISTORY     - 1939     MONUMENTED       CGS
 CF0299  HISTORY     - 1964     GOOD             CGS
 CF0299  HISTORY     - 1968     GOOD             USE
 CF0299
 CF0299                          STATION DESCRIPTION
 CF0299
 CF0299'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FGJ)
 CF0299'STATION IS LOCATED ABOUT 2-1/2 MILES S OF THE ANTELOPE
 CF0299'RAILROAD STATION, WHICH IS ON THE SOUTHERN PACIFIC RAILROAD.
 CF0299'IT IS ON THE HIGHEST POINT OF THE FIRST HILL S OF THE RAILROAD
 CF0299'AND JUST N OF THE AIRWAY BEACON ON THE SAME HILL.
 CF0299'
 CF0299'SURFACE, UNDERGROUND AND AZIMUTH MARKS ARE STANDARD BRONZE
 CF0299'DISKS SET IN CONCRETE.
 CF0299'REFERENCE MARK NO. 1 IS SET IN CONCRETE BASE OF AIRWAY BEACON.
 CF0299'REFERENCE MARK NO. 2 IS A STANDARD BRONZE DISK IN A BOULDER
 CF0299'AS DESCRIBED.
 CF0299'
 CF0299'TO REACH FROM LORDSBURG GO S ON THE GRAVEL ROAD FROM THE
 CF0299'HIDALGO HOTEL 28.0 MILE TO A T-ROAD AT THE RAILROAD (CCC CAMP
 CF0299'AT THIS POINT).  TURN LEFT, E, ALONG THE RAILROAD ON DIRT
 CF0299'ROAD 4.1 MILES TO A TRACK ROAD CROSSING RAILROAD, (ANTELOPE
 CF0299'RAILROAD STATION ABOUT 0.15 MILE E).  TURN RIGHT ACROSS
 CF0299'RAILROAD AND TAKE TRACK ROAD S 2.7 MILES TO TOP OF HILL AT
 CF0299'BEACON AND STATION 30 FEET N OF BEACON.
 CF0299'
 CF0299'AZIMUTH MARK IS IN S FENCE LINE OF RAILROAD 10 FEET W OF ROAD
 CF0299'TO STATION.
 CF0299'
 CF0299'NOTE--STATION WAS BUILT AND MARKS STAMPED 1938, OCCUPIED 1939.
 CF0299
 CF0299                          STATION RECOVERY (1964)
 CF0299
 CF0299'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (FHB)
 CF0299'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 CF0299'FOUND IN GOOD CONDITION.  THE BEACON HAS BEEN DISMANTLED.
 CF0299'A NEW DESCRIPTION ON HOW TO REACH THE STATION FOLLOWS.
 CF0299'
 CF0299'TO REACH THE STATION FROM THE POST OFFICE IN ANIMAS, GO EAST
 CF0299'ON THE GRAVELED ROAD, TOWARDS HACHITA, FOR 4.5 MILES.  TURN
 CF0299'RIGHT ON THE SIDE ROAD, PASS OVER THE RAILROAD TRACK AND GO SOUTH
 CF0299'FOR ABOUT 100 FEET TO A GATE AND THE AZIMUTH MARK WHICH IS
 CF0299'ABOUT 30 FEET WEST OF THE WEST END OF THE GATE.  PASS THROUGH
 CF0299'THE GATE AND GO SOUTH ON THE GRAVELED ROAD FOR 2.6 MILES TO
 CF0299'A SIDE ROAD, RIGHT, JUST BEFORE REACHING A TRANSMITTING AND
 CF0299'RECEIVING STATION.  TURN RIGHT ON THE TRACK ROAD AND GO
 CF0299'WEST SOUTHWEST FOR 0.2 MILE TO THE REMAINS OF THE OLD BEACON
 CF0299'AND THE STATION.
 CF0299
 CF0299                          STATION RECOVERY (1968)
 CF0299
 CF0299'RECOVERY NOTE BY US ENGINEERS 1968
 CF0299'STATION IS APPROXIMATELY 24.0 AIRMILES (W) OF HACHITA, NEW
 CF0299'MEXICO.  5.5 AIRMILES (SE) OF ANIMAS, NEW MEXICO.
 CF0299'
 CF0299'TO REACH STATION FROM POST OFFICE IN HACHITA, NEW MEXICO,
 CF0299'GO 0.05 MILE (W) TO INTERSECTION WITH GRAVEL ROAD.  TURN
 CF0299'RIGHT (N) AND GO 0.1 MILE TO JUNCTION WITH NEW MEXICO HWY
 CF0299'9.  TURN LEFT (W) AND GO 25.8 MILES TO A Y INTERSECTION.
 CF0299'TAKE THE LEFT FORK (S) AND GO 0.1 MILE ON DIRT ROAD.  GO ACROSS
 CF0299'ABANDONED RAILROAD TRACKS TO A GATE AND AZIMUTH MARK.  PASS
 CF0299'THROUGH GATE AND CONTINUE 2.3 MILES TO A SECOND Y INTERSECTION
 CF0299'(JUST BEFORE A TRANSMITTING AND RECEIVING STATION).  TAKE THE
 CF0299'RIGHT FORK (S) AND GO 0.2 MILE TO OLD BEACON RUINS AND
 CF0299'STATION SITE.
 CF0299'
 CF0299'STATION IS LOCATED ON EASTERN EDGE OF SMALL RIDGE, 35 M (N)
 CF0299'OF AIRWAY BEACON RUINS.
 CF0299'
 CF0299'STATION IS MARKED BY A USC AND GS BRONZE DISK SET IN A 0.24
 CF0299'X 0.24 M CONCRETE POST PROTRUDING 0.08 M.  STAMPED BEACON
 CF0299'HILL 1938.
 CF0299'
 CF0299'R.M. 1 IS A USC AND GS BRONZE DISK CEMENTED IN OLD FOUNDATION
 CF0299'OF AIRWAY BEACON PROTRUDING 0.30 M.  STAMPED BEACON HILL
 CF0299'NO 1 1938.  IT IS LOCATED 9.90 M (S) OF STATION ON A MAG.
 CF0299'AZ. OF 187 DEG AND A DE OF +0.27 M.
 CF0299'
 CF0299'R.M. 2 IS A USC AND GS BRONZE DISC CEMENTED IN ROCK FLUSH WITH
 CF0299'THE GROUND.  STAMPED BEACON HILL NO 2 1938.  LOCATED 15.86 M
 CF0299'(WNW) OF STATION ON A MAG. AZ. OF 287 DEG AND A DE OF -0.47 M.
 CF0299'
 CF0299'AZIMUTH MARK IS LOCATED 4 MILES (W) OF CENTERLINE OF ROAD
 CF0299'AND GATE.  IT IS CEMENTED IN A 0.24 X 0.24 M CONCRETE POST
 CF0299'PROTRUDING 0.10 M.  STAMPED BEACON HILL 1938.
 CF0299'
 CF0299'CONDITION OF ALL MARKS IS GOOD.
 CF0299'
 CF0299'VIEW IS EXCELLENT IN ALL DIRECTIONS EXCEPT IN MAG. AZ. AREA
 CF0299'105 DEG -250 DEG (MOUNTAIN RANGE).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0943 ***********************************************************************
 CW0943  DESIGNATION -  BEACONTROL HAFB
 CW0943  PID         -  CW0943
 CW0943  STATE/COUNTY-  NM/OTERO
 CW0943  USGS QUAD   -  ALAMOGORDO SOUTH (1981)
 CW0943
 CW0943                         *CURRENT SURVEY CONTROL
 CW0943  ___________________________________________________________________
 CW0943* NAD 83(1992)-  32 49 49.61940(N)    105 53 26.67707(W)     ADJUSTED  
 CW0943* NAVD 88     -      2347.8    (meters)    7703.     (feet)  VERTCON   
 CW0943  ___________________________________________________________________
 CW0943  LAPLACE CORR-          17.70  (seconds)                    DEFLEC99
 CW0943  GEOID HEIGHT-         -21.41  (meters)                     GEOID03
 CW0943
 CW0943  HORZ ORDER  -  FIRST
 CW0943
 CW0943.The horizontal coordinates were established by classical geodetic methods
 CW0943.and adjusted by the National Geodetic Survey in December 1993..
 CW0943
 CW0943.The NAVD 88 height was computed by applying the VERTCON shift value to
 CW0943.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CW0943
 CW0943.The Laplace correction was computed from DEFLEC99 derived deflections.
 CW0943
 CW0943.The geoid height was determined by GEOID03.
 CW0943
 CW0943;                    North         East     Units Scale Factor Converg.
 CW0943;SPC NM C     -   203,006.978   533,634.458   MT  0.99991394   +0 11 41.2
 CW0943;SPC NM C     -   666,032.06  1,750,765.72   sFT  0.99991394   +0 11 41.2
 CW0943;UTM  13      - 3,632,842.212   416,630.259   MT  0.99968570   -0 28 58.6
 CW0943
 CW0943!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CW0943!SPC NM C     -   0.99963489  x   0.99991394  =   0.99954886
 CW0943!UTM  13      -   0.99963489  x   0.99968570  =   0.99932070
 CW0943
 CW0943|---------------------------------------------------------------------|
 CW0943| PID    Reference Object                     Distance      Geod. Az  |
 CW0943|                                                           dddmmss.s |
 CW0943| CH7930 BEACONTROL HAFB RM 1                  9.295 METERS 06124     |
 CW0943| CH7931 BEACONTROL HAFB RM 2                 30.991 METERS 12558     |
 CW0943| CW0945 MULE PEAK                           APPROX. 2.7 KM 1535328.4 |
 CW0943|---------------------------------------------------------------------|
 CW0943
 CW0943                          SUPERSEDED SURVEY CONTROL
 CW0943
 CW0943  NAD 83(1986)-  32 49 49.62789(N)    105 53 26.67897(W) AD(       ) 1
 CW0943  NAD 27      -  32 49 49.31040(N)    105 53 24.73800(W) AD(       ) 1
 CW0943  NGVD 29 (07/19/86) 2347.0    (m)         7700.     (f) VERT ANG       
 CW0943
 CW0943.Superseded values are not recommended for survey control.
 CW0943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0943.See file dsdata.txt to determine how the superseded data were derived.
 CW0943
 CW0943_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDS1663032842(NAD 83)
 CW0943_MARKER: DD = SURVEY DISK
 CW0943_SETTING: 66 = SET IN ROCK OUTCROP
 CW0943_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 CW0943
 CW0943  HISTORY     - Date     Condition        Report By
 CW0943  HISTORY     - 1952     MONUMENTED       CGS
 CW0943  HISTORY     - 1973     MARK NOT FOUND   NGS
 CW0943
 CW0943                          STATION DESCRIPTION
 CW0943
 CW0943'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RLE)
 CW0943'THE STATION IS LOCATED ABOUT 17 MILES SOUTH OF HIGH ROLLS AND
 CW0943'8 MILES SOUTHEAST OF ALAMOGORDO.  IT IS 8 FEET EAST OF THE
 CW0943'WEST END OF A RIDGE AND NOT ON THE HIGHEST POINT.  A HOLLOMAN
 CW0943'AIR FORCE BASE TRIANGULATION STATION WAS USED FOR THE STATION.
 CW0943'IT IS A STANDARD HOLLOMAN AIR FORCE BASE STATION MARK DISK
 CW0943'CEMENTED IN A DRILL HOLE IN BEDROCK.  IT IS STAMPED BEACONTROL
 CW0943'HAFB INSN 1948 AND IS 1 FOOT BELOW THE SURFACE.
 CW0943'
 CW0943'REFERENCE MARK NO. 1 IS 30 FEET EAST OF THE WEST EDGE OF THE
 CW0943'RIDGE, 30 FEET SOUTH OF THE NORTH EDGE OF THE RIDGE AND IS
 CW0943'ABOUT 2 FEET HIGHER THAN THE STATION.  IT IS STAMPED BEACONTROL
 CW0943'HAFB NO 1 1952.
 CW0943'
 CW0943'REFERENCE MARK NO. 2 IS 8 FEET NORTH OF THE SOUTH EDGE OF
 CW0943'THE RIDGE AND IS ABOUT 4 FEET HIGHER THAN THE STATION.  IT
 CW0943'IS STAMPED BEACONTROL HAFB NO 2 1952.
 CW0943'
 CW0943'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK
 CW0943'NO. 2 IS 92.7 FEET.
 CW0943'
 CW0943'TRIANGULATION STATION MULE PEAK (USGS) WAS USED FOR THE
 CW0943'AZIMUTH MARK.  IT IS LOCATED ON THE HIGHEST POINT OF A HILL,
 CW0943'34 FEET NORTHWEST OF THE NORTH CORNER OF A CONCRETE BLOCK
 CW0943'BUILDING AND 27 FEET SOUTHWEST OF THE SOUTH CORNER OF A
 CW0943'CEMENT BUILDING.  IT IS A STANDARD U.S. GEOLOGICAL SURVEY
 CW0943'BENCH MARK DISK CEMENTED IN A DRILL HOLE IN A BOULDER. THERE
 CW0943'IS NO STAMPING ON THE MARK.
 CW0943'
 CW0943'TO REACH THE STATION FROM THE HIGH ROLLS POST OFFICE, GO
 CW0943'EAST ON STATE HIGHWAY 83 FOR 0.1 MILE TO A CROSSROAD.  TURN
 CW0943'RIGHT AND GO SOUTHERLY ON A WINDING ROAD FOR 3.4 MILES TO A FORK,
 CW0943'TAKE THE RIGHT FORK AND CONTINUE STRAIGHT AHEAD FOR 11.3
 CW0943'MILES TO A FORK AND SIGN LONG RIDGE BURLESON RIDGE AND T-4.
 CW0943'TAKE THE RIGHT FORK AND GO WESTERLY FOR 1.3 MILES TO A FORK,
 CW0943'(TAKE THE LEFT FORK AND CONTINUE WESTERLY FOR 1.8 MILES TO MULE
 CW0943'PEAK (USGS) (AZIMUTH MARK) AS DESCRIBED.) TAKE THE RIGHT
 CW0943'FORK AND GO NORTHWESTERLY ON A WINDING ROAD FOR 2.6 MILES TO
 CW0943'THE END OF THE RIDGE AND THE STATION AS DESCRIBED.
 CW0943
 CW0943                          STATION RECOVERY (1973)
 CW0943
 CW0943'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (JRS)
 CW0943'SEARCHED FOR AND NOT FOUND.  POSSIBLY DESTROYED BY LEVELING
 CW0943'OF THE RIDGE (BULLDOZER).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0175 ***********************************************************************
 CX0175  DESIGNATION -  BEAR
 CX0175  PID         -  CX0175
 CX0175  STATE/COUNTY-  NM/DONA ANA
 CX0175  USGS QUAD   -  BENNETT MOUNTAIN (1981)
 CX0175
 CX0175                         *CURRENT SURVEY CONTROL
 CX0175  ___________________________________________________________________
 CX0175* NAD 83(1992)-  32 30 51.22878(N)    106 26 35.44434(W)     ADJUSTED  
 CX0175* NAVD 88     -      1332.923  (meters)    4373.10   (feet)  ADJUSTED  
 CX0175  ___________________________________________________________________
 CX0175  LAPLACE CORR-          -7.34  (seconds)                    DEFLEC99
 CX0175  GEOID HEIGHT-         -23.36  (meters)                     GEOID03
 CX0175  DYNAMIC HT  -        1330.948 (meters)    4366.62  (feet)  COMP
 CX0175  MODELED GRAV-     979,110.5   (mgal)                       NAVD 88
 CX0175
 CX0175  HORZ ORDER  -  FIRST
 CX0175  VERT ORDER  -  SECOND    CLASS 0
 CX0175
 CX0175.The horizontal coordinates were established by classical geodetic methods
 CX0175.and adjusted by the National Geodetic Survey in December 1993..
 CX0175
 CX0175.The orthometric height was determined by differential leveling
 CX0175.and adjusted by the National Geodetic Survey in June 1991..
 CX0175
 CX0175.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX0175
 CX0175.The geoid height was determined by GEOID03.
 CX0175
 CX0175.The dynamic height is computed by dividing the NAVD 88
 CX0175.geopotential number by the normal gravity value computed on the
 CX0175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0175.degrees latitude (g = 980.6199 gals.).
 CX0175
 CX0175.The modeled gravity was interpolated from observed gravity values.
 CX0175
 CX0175;                    North         East     Units Scale Factor Converg.
 CX0175;SPC NM C     -   167,901.435   481,850.325   MT  0.99990406   -0 06 13.8
 CX0175;SPC NM C     -   550,856.62  1,580,870.61   sFT  0.99990406   -0 06 13.8
 CX0175;UTM  13      - 3,598,354.309   364,444.218   MT  0.99982659   -0 46 33.0
 CX0175
 CX0175!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX0175!SPC NM C     -   0.99979443  x   0.99990406  =   0.99969851
 CX0175!UTM  13      -   0.99979443  x   0.99982659  =   0.99962105
 CX0175
 CX0175:                Primary Azimuth Mark                     Grid Az
 CX0175:SPC NM C     -  UPDOC 2                                  069 44 50.1
 CX0175:UTM  13      -  UPDOC 2                                  070 25 09.3
 CX0175
 CX0175|---------------------------------------------------------------------|
 CX0175| PID    Reference Object                     Distance      Geod. Az  |
 CX0175|                                                           dddmmss.s |
 CX0175| CX1496 UPDOC 2                             APPROX.11.1 KM 0693836.3 |
 CX0175| CX0176 BEAR RM 1                            12.320 METERS 22556     |
 CX0175| CX0177 BEAR RM 2                            11.709 METERS 33330     |
 CX0175|---------------------------------------------------------------------|
 CX0175
 CX0175                          SUPERSEDED SURVEY CONTROL
 CX0175
 CX0175  NAD 83(1986)-  32 30 51.23450(N)    106 26 35.44409(W) AD(       ) 1
 CX0175  NAD 27      -  32 30 50.91378(N)    106 26 33.46583(W) AD(       ) 1
 CX0175  NGVD 29 (??/??/92) 1332.338  (m)         4371.18   (f) ADJ UNCH    2 0
 CX0175
 CX0175.Superseded values are not recommended for survey control.
 CX0175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0175.See file dsdata.txt to determine how the superseded data were derived.
 CX0175
 CX0175_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR6444498354(NAD 83)
 CX0175_MARKER: DS = TRIANGULATION STATION DISK
 CX0175_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CX0175_SP_SET: MONUMENT
 CX0175_STAMPING: BEAR 1967
 CX0175_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX0175
 CX0175  HISTORY     - Date     Condition        Report By
 CX0175  HISTORY     - 1967     MONUMENTED       CGS
 CX0175  HISTORY     - 1968     GOOD             NGS
 CX0175
 CX0175                          STATION DESCRIPTION
 CX0175
 CX0175'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (JBJ)
 CX0175'THE STATION IS ABOUT 9 MILES NORTH OF MISSILE RANGE HEADQUARTERS, 3
 CX0175'MILES NORTHWEST OF U. S. HIGHWAY 70 AND ON THE EAST SLOPE OF THE
 CX0175'SAN ANDRES MOUNTAINS.
 CX0175'
 CX0175'TO REACH THE STATION FROM THE HEADQUARTERS BUILDING, GO NORTH ON
 CX0175'HEADQUARTERS AVENUE, PASSING THROUGH A CHECK POINT, FOR 4.0 MILES TO
 CX0175'U. S. HIGHWAY 70.  TURN RIGHT AND GO NORTHEAST ON U. S. HIGHWAY 70
 CX0175'FOR 4.25 MILES TO ROUTE 7 ON THE LEFT.  TURN LEFT AND GO NORTHWEST
 CX0175'ON ROUTE 7 FOR 3.6 MILES TO A GRAVEL PIT ON THE LEFT.  CONTINUE
 CX0175'NORTH ON ROUTE 7 FOR 0.05 MILE TO STATION FRY WSPG ON THE RIGHT,
 CX0175'WHICH WILL SERVE AS AN AZIMUTH MARK.  CONTINUE NORTH ON ROUTE 7 FOR
 CX0175'0.55 MILE TO A POWER LINE CROSSING THE ROAD.  TURN LEFT AND GO
 CX0175'WEST ALONG THE POWER LINE FOR 0.3 MILE TO A NORTH-SOUTH POWER
 CX0175'LINE.  TURN LEFT AND GO SOUTH ALONG THE POWER LINE FOR 0.6 MILE TO
 CX0175'POLE NUMBER 32, FROM HERE CONTINUE SOUTH FOR 0.05 MILE.  TURN RIGHT
 CX0175'AND WORK YOUR WAY WESTERLY FOR 0.6 MILE TO THE STATION.
 CX0175'
 CX0175'THE STATION MARK IS A STANDARD DISK, STAMPED BEAR 1967, SET IN THE
 CX0175'TOP OF A ROUND CONCRETE POST.  12 INCHES IN DIAMETER, THAT PROJECTS 3
 CX0175'INCHES ABOVE THE GROUND.  IT IS 5.7 FEET WEST OF A WITNESS POST.
 CX0175'THE UNDERGROUND MARK IS 20 INCHES BELOW THE SURFACE OF THE GROUND.
 CX0175'
 CX0175'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BEAR NO 1 1967, SET IN
 CX0175'THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 CX0175'PROJECTS 6 INCHES ABOVE THE GROUND.  IT IS 45.0 FEET SOUTHWEST OF
 CX0175'THE WITNESS POST AND ABOUT 3 FEET HIGHER IN ELEVATION THAN THE
 CX0175'STATION.
 CX0175'
 CX0175'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BEAR NO 2 1967, SET IN
 CX0175'THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 CX0175'PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS 41.1 FEET NORTHWEST OF THE
 CX0175'WITNESS POST AND ABOUT 3 FEET HIGHER IN ELEVATION THAN THE STATION.
 CX0175'
 CX0175'FRY WSPG IS A BRONZE DISK OF THE WHITE SANDS PROVING GROUNDS, STAMPED
 CX0175'FRY, SET IN THE TOP OF A ROUND CONCRETE POST, 6 INCHES IN DIAMETER,
 CX0175'THAT PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS 207.0 FEET EAST OF
 CX0175'THE CENTERLINE OF ROUTE 7, 12.3 FEET SOUTHEAST OF THE SOUTHEAST
 CX0175'CORNER OF A 10 FOOT SQUARE CONCRETE FOUNDATION, 2.0 FEET NORTHWEST
 CX0175'OF A WITNESS POST AND IN THE SOUTHEAST CORNER OF A MOUND.
 CX0175
 CX0175                          STATION RECOVERY (1968)
 CX0175
 CX0175'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 CX0175'10 MI N FROM WHITE SANDS M R HDQRS.
 CX0175'4.2 MILES NORTH ALONG MAIN ACCESS ROAD FROM WHITE SANDS MISSILE RANGE
 CX0175'HEADQUARTERS.  THENCE 4.6 MILES NORTHEAST ALONG U.S. HIGHWAY 70.
 CX0175'THENCE 3.3 MILES NORTHWEST AND NORTH ALONG WSMR ROUTE 7.  THENCE 0.3
 CX0175'MILE WEST NORTHWEST ALONG A GRAVELED ROAD.  THENCE 0.2 MILE WEST ALONG
 CX0175'A DIRT ROAD.  THENCE 0.4 MILE NORTH ALONG A POWERLINE ROAD. THENCE 0.7
 CX0175'MILE WEST ON A DIM TRACK ROAD.  IT IS 5.8 FEET WEST OF A METAL WITNESS
 CX0175'SIGN AND IS SET IN THE TOP OF A CONCRETE MONUMENT, 12 INCHES IN
 CX0175'DIAMETER, THAT PROJECTS ABOUT 4 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1487 ***********************************************************************
 FO1487  DESIGNATION -  BEAR
 FO1487  PID         -  FO1487
 FO1487  STATE/COUNTY-  NM/SANDOVAL
 FO1487  USGS QUAD   -  BEAR SPRINGS PEAK (1970)
 FO1487
 FO1487                         *CURRENT SURVEY CONTROL
 FO1487  ___________________________________________________________________
 FO1487* NAD 83(1992)-  35 40 11.51122(N)    106 31 13.88943(W)     ADJUSTED  
 FO1487* NAVD 88     -      2349.0    (meters)    7707.     (feet)  VERTCON   
 FO1487  ___________________________________________________________________
 FO1487  LAPLACE CORR-          -3.00  (seconds)                    DEFLEC99
 FO1487  GEOID HEIGHT-         -19.83  (meters)                     GEOID03
 FO1487
 FO1487  HORZ ORDER  -  FIRST
 FO1487
 FO1487.The horizontal coordinates were established by classical geodetic methods
 FO1487.and adjusted by the National Geodetic Survey in December 1993..
 FO1487
 FO1487.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1487.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1487
 FO1487.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1487
 FO1487.The geoid height was determined by GEOID03.
 FO1487
 FO1487;                    North         East     Units Scale Factor Converg.
 FO1487;SPC NM C     -   517,919.740   475,509.647   MT  0.99990739   -0 09 27.9
 FO1487;SPC NM C     - 1,699,208.35  1,560,067.90   sFT  0.99990739   -0 09 27.9
 FO1487;UTM  13      - 3,948,397.509   362,384.603   MT  0.99983337   -0 53 12.4
 FO1487
 FO1487!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1487!SPC NM C     -   0.99963456  x   0.99990739  =   0.99954198
 FO1487!UTM  13      -   0.99963456  x   0.99983337  =   0.99946799
 FO1487
 FO1487|---------------------------------------------------------------------|
 FO1487| PID    Reference Object                     Distance      Geod. Az  |
 FO1487|                                                           dddmmss.s |
 FO1487| CD3982 BEAR RM 2                             8.330 METERS 07956     |
 FO1487| CD3981 BEAR AZ MK                                         1441244.5 |
 FO1487| CD3983 BEAR RM 3                             5.579 METERS 19036     |
 FO1487| FO1486 BEAR RM                               9.745 METERS 29346     |
 FO1487|---------------------------------------------------------------------|
 FO1487
 FO1487                          SUPERSEDED SURVEY CONTROL
 FO1487
 FO1487  NAD 83(1986)-  35 40 11.51496(N)    106 31 13.89272(W) AD(       ) 1
 FO1487  NAD 27      -  35 40 11.41650(N)    106 31 11.78170(W) AD(       ) 1
 FO1487  NGVD 29 (09/14/90) 2347.9    (m)         7703.     (f) VERT ANG       
 FO1487
 FO1487.Superseded values are not recommended for survey control.
 FO1487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1487.See file dsdata.txt to determine how the superseded data were derived.
 FO1487
 FO1487_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV6238548398(NAD 83)
 FO1487_MARKER: DD = SURVEY DISK
 FO1487_SETTING: 66 = SET IN ROCK OUTCROP
 FO1487_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FO1487
 FO1487  HISTORY     - Date     Condition        Report By
 FO1487  HISTORY     - 1945     MONUMENTED       USGS
 FO1487  HISTORY     - 1952     GOOD             USGS
 FO1487  HISTORY     - 1958     GOOD             CGS
 FO1487  HISTORY     - 1958     GOOD             CGS
 FO1487
 FO1487                          STATION DESCRIPTION
 FO1487
 FO1487'DESCRIBED BY US GEOLOGICAL SURVEY 1945 (CAE)
 FO1487'STATION IS LOCATED ABOUT 25 MILES, AIRLINE, N OF BERNALILLO, 10
 FO1487'MILES WNW OF THE PUEBLO VILLAGE OF COCHITI, AND 2 MILES E OF
 FO1487'BEAR SPRINGS.  IT IS ON THE TOP OF BEAR PEAK, THE HIGHER AND
 FO1487'MORE E OF TWO HILLS CONNECTED BY A HIGH SADDLE.  IT IS THE
 FO1487'HIGHEST POINT IN THE VICINITY.
 FO1487'
 FO1487'TO REACH THE STATION FROM THE N EDGE OF THE PUEBLO VILLAGE OF
 FO1487'COCHITI, GO W ON THE MAIN ROAD TO JEMEZ PUEBLO OR 8.7 MILES
 FO1487'TO TRIANGULATION STATION LOOKOUT PARK BM (U.S.F.S.) ON THE RIGHT.
 FO1487'CONTINUE FOR 0.3 MILE TO A CATTLE GUARD AND THE BOUNDARY FENCE
 FO1487'OF THE SANTA FE NATIONAL FOREST.  CROSS THE CATTLE GUARD AND
 FO1487'CONTINUE FOR 3.6 MILES TO A CROSS ROAD.  CONTINUE STRAIGHT AHEAD
 FO1487'UP THE HILL FOR 0.45 MILE TO THE AZIMUTH MARK ON THE LEFT
 FO1487'(68 FEET SE OF THE ROAD).  CONTINUE FOR 0.75 MILE TO A
 FO1487'TRIANGULAR BLAZE ON A PINE TREE ON THE RIGHT SIDE OF THE ROAD.
 FO1487'TURN RIGHT OFF THE GRADED ROAD ONTO A ROUGH LOGGING ROAD,
 FO1487'FOLLOWING IT FOR ABOUT 1/4 MILE TO THE END OF TRUCK TRAVEL
 FO1487'AT A 4-INCH SQUARE WHITE WITNESS POST.  FROM HERE PACK SSE UP
 FO1487'THE HILL TO THE TOP OF THE RIDGE AND THEN ENE ALONG THE RIDGE TO
 FO1487'THE HIGHEST POINT AND STATION.
 FO1487'
 FO1487'STATION IS LOCATED ON THE MORE E OF TWO SMALL RISES ON THE
 FO1487'STATION HILL, BOTH OF THEM BEING ABOUT THE SAME HEIGHT.  STATION
 FO1487'MARK IS A STANDARD U.S.G.S. TRIANGULATION STATION DISK STAMPED
 FO1487'7697 AND APPARENTLY SET IN A DRILL HOLE IN OUTCROPPING BEDROCK,
 FO1487'PROJECTING 14 INCHES ABOVE THE GROUND.
 FO1487'
 FO1487'THE U.S.G.S. REFERENCE MARK IS LOCATED WNW OF THE STATION AND
 FO1487'ABOUT 6 FEET LOWER.  IT IS MARKED BY A STANDARD U.S.G.S.
 FO1487'REFERENCE DISK WHICH IS UNSTAMPED AND APPARENTLY SET IN A
 FO1487'DRILL HOLE IN A BOULDER WHICH PROJECTS 4 INCHES ABOVE THE GROUND.
 FO1487'
 FO1487'ANOTHER U.S.G.S. REFERENCE-MARK DISK WAS SEARCHED FOR, BUT NOT
 FO1487'FOUND.
 FO1487'
 FO1487'REFERENCE MARK 2 IS LOCATED E OF THE STATION AND ABOUT 4 FEET
 FO1487'LOWER.  IT IS MARKED BY A BRONZE REFERENCE DISK STAMPED BEAR
 FO1487'USGS NO 2 1945 AND SET IN A DRILL HOLE IN OUTCROPPING BEDROCK,
 FO1487'PROJECTING 2 FEET ABOVE THE GROUND.
 FO1487'
 FO1487'REFERENCE MARK 3 IS LOCATED SSW OF THE STATION AND ABOUT 3 FEET
 FO1487'LOWER.  IT IS MARKED BY A BRONZE REFERENCE DISK STAMPED BEAR
 FO1487'USGS NO 3 1945 AND SET IN A DRILL HOLE IN A LARGE BOULDER
 FO1487'PROJECTING 3 FEET ABOVE THE GROUND.
 FO1487'
 FO1487'THE AZIMUTH MARK IS LOCATED 1/2 MILE SE OF THE STATION, 68 FEET
 FO1487'SE OF THE ROAD MENTIONED ABOVE, AND 3 FEET SSE OF A 4-INCH
 FO1487'SQUARE WHITE WITNESS POST.  IT IS MARKED BY A BRONZE AZIMUTH
 FO1487'DISK STAMPED BEAR USGS 1945 AND SET IN A DRILL HOLE IN A
 FO1487'BOULDER WHICH PROJECTS ABOUT 30 INCHES ABOVE THE GROUND.
 FO1487
 FO1487                          STATION RECOVERY (1952)
 FO1487
 FO1487'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1952
 FO1487'ON THE HIGHEST POINT OF BEAR SPRINGS PEAK ABOUT 1 MI. E. OF BEAR
 FO1487'SPRINGS AND ABOUT 7 MI. W. OF SETTLEMENT OF LOWER VOLLECITOS.
 FO1487'
 FO1487'RECOVERED BY NGS IN 1945 AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 FO1487'CONDITION.  DESCRIPTION AND POSITION LISTED IN NGS QUAD 35106-4,
 FO1487'STATION 1015.
 FO1487'
 FO1487'STATION MARK--A STANDARD USGS BRONZE TABLET STAMPED---7697---,
 FO1487'CEMENTED IN ROCK.
 FO1487
 FO1487                          STATION RECOVERY (1958)
 FO1487
 FO1487'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (CAA)
 FO1487'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 FO1487'IN GOOD CONDITION.  A COMPLETE DESCRIPTION FOLLOWS.
 FO1487'
 FO1487'THE STATION IS LOCATED AIRLINE, ABOUT 25 MILES NORTH OF BERNALILLO,
 FO1487'ABOUT 10 MILES WEST-NORTHWEST OF THE PUEBLO VILLAGE OF COCHITI AND
 FO1487'ABOUT 2 MILES EAST OF BEAR SPRING, ON THE HIGHEST PART OF BEAR
 FO1487'PEAK WHICH IS THE HIGHER AND THE MOST EASTERLY ONE OF TWO
 FO1487'PEAKS.
 FO1487'
 FO1487'THE STATION IS A STANDARD U.S. GEOLOGICAL BENCH MARK DISK
 FO1487'STAMPED 7697 SET IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH
 FO1487'PROJECTS ABOUT 14 INCHES ABOVE THE GROUND.
 FO1487'
 FO1487'REFERENCE MARK (USGS) IS A STANDARD U.S. GEOLOGICAL SURVEY
 FO1487'REFERENCE MARK DISK, UNSTAMPED, SET IN A DRILL HOLE IN A LARGE
 FO1487'BOULDER WHICH PROJECTS ABOUT 4 INCHES ABOVE THE GROUND AND IS
 FO1487'ABOUT 6 FEET LOWER THAN THE STATION.
 FO1487'
 FO1487'REFERENCE MARK NUMBER TWO IS A STANDARD U.S. COAST AND GEODETIC
 FO1487'SURVEY REFERENCE MARK DISK STAMPED BEAR USGS NO 2 1945 SET
 FO1487'IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH PROJECTS ABOUT
 FO1487'2 FEET ABOVE THE GROUND AND IS ABOUT 4-1/2 FEET LOWER THAN
 FO1487'THE STATION.
 FO1487'
 FO1487'REFERENCE MARK NUMBER THREE IS A STANDARD U.S. COAST AND GEODETIC
 FO1487'SURVEY REFERENCE MARK DISK, STAMPED BEAR USGS NO 3 1945 SET
 FO1487'IN A DRILL HOLE IN A LARGE BOULDER WHICH PROJECTS ABOUT 3 FEET
 FO1487'ABOVE THE GROUND AND IS ABOUT 4 FEET LOWER THAN THE STATION.
 FO1487'
 FO1487'THE AZIMUTH MARK IS A STANDARD U.S. COAST AND GEODETIC SURVEY
 FO1487'AZIMUTH MARK DISK, STAMPED BEAR USGS 1945 SET IN A DRILL HOLE
 FO1487'IN A LARGE BOULDER WHICH PROJECTS ABOUT 30 INCHES ABOVE THE
 FO1487'GROUND.  IT IS ABOUT 150 FEET NORTHEAST OF THE CENTER OF A FORK,
 FO1487'100 FEET EAST OF THE CENTER OF A DIRT ROAD AND 3 FEET SOUTHEAST
 FO1487'OF A WHITE WITNESS POST.
 FO1487'
 FO1487'TO REACH THE AZIMUTH MARK FROM THE END OF TRUCK TRAVEL AT THE BASE
 FO1487'OF THE STATION HILL, GO EAST, DOWNHILL ON THE DIRT ROAD FOR 0.7
 FO1487'MILE TO A FORK AND THE AZIMUTH MARK WHICH IS ABOUT 150 FEET
 FO1487'NORTHEAST OF THIS POINT.
 FO1487'
 FO1487'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 4
 FO1487'AND 44 IN SAN YSIDRO, GO NORTH ON STATE HIGHWAY 4 FOR 5.25 MILES.
 FO1487'CONTINUE NORTH FROM THE JEMEZ TRADING POST ON STATE HIGHWAY
 FO1487'4 FOR 0.75 MILE.  TURN RIGHT OFF THE HIGHWAY AND FOLLOW A PAVED
 FO1487'ROAD EAST AND NORTH FOR 4.3 MILES TO A CHEVRON SERVICE STATION
 FO1487'ON THE LEFT.  CONTINUE NORTHERLY ON THE GRADED ROAD FOR 4.65
 FO1487'MILES.  TAKE THE RIGHT FORK AND CONTINUE NORTH ON THE GRADED
 FO1487'ROAD AS PER SIGN BEAR SPRINGS 12, FOR 1.7 MILES.  TAKE THE
 FO1487'LEFT FORK AND GO NORTHEASTERLY ON THE GRADED ROAD FOR 4.1
 FO1487'MILES.  TAKE THE RIGHT FORK AS PER SIGN PERALTA RIDGE FIRE RD.
 FO1487'AND GO SOUTH FOR 5.35 MILES TO A SIGN ON THE RIGHT, BEAR
 FO1487'SPRINGS.  CONTINUE SOUTH ON THE MAIN TRAVELED ROAD FOR 2.0 MILES TO
 FO1487'A POINT WHERE THE ROAD PASSES OVER A LOW RIDGE AND A
 FO1487'TELEPHONE LINE ON THE RIGHT.  THIS IS THE END OF TRUCK
 FO1487'TRAVEL.  PACK NORTH-NORTHEASTERLY AROUND TO THE LEFT OF THE FIRST
 FO1487'PEAK AND ON TO THE HIGHEST PART OF THE SECOND PEAK AND THE
 FO1487'STATION.  PACKING TIME IS ABOUT 30 MINUTES.
 FO1487
 FO1487                          STATION RECOVERY (1958)
 FO1487
 FO1487'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 FO1487'NO TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0669 ***********************************************************************
 FN0669  DESIGNATION -  BEAR
 FN0669  PID         -  FN0669
 FN0669  STATE/COUNTY-  NM/SAN MIGUEL
 FN0669  USGS QUAD   -  HONEY BOY RANCH (1961)
 FN0669
 FN0669                         *CURRENT SURVEY CONTROL
 FN0669  ___________________________________________________________________
 FN0669* NAD 83(1992)-  35 38 49.75804(N)    105 30 13.37189(W)     ADJUSTED  
 FN0669* NAVD 88     -      3177.5    (meters)   10425.     (feet)  VERTCON   
 FN0669  ___________________________________________________________________
 FN0669  LAPLACE CORR-          -7.13  (seconds)                    DEFLEC99
 FN0669  GEOID HEIGHT-         -17.72  (meters)                     GEOID03
 FN0669
 FN0669  HORZ ORDER  -  FIRST
 FN0669
 FN0669.The horizontal coordinates were established by classical geodetic methods
 FN0669.and adjusted by the National Geodetic Survey in December 1993..
 FN0669
 FN0669.The NAVD 88 height was computed by applying the VERTCON shift value to
 FN0669.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FN0669
 FN0669.The Laplace correction was computed from DEFLEC99 derived deflections.
 FN0669
 FN0669.The geoid height was determined by GEOID03.
 FN0669
 FN0669;                    North         East     Units Scale Factor Converg.
 FN0669;SPC NM E     -   516,002.237    59,013.307   MT  1.00004747   -0 40 55.7
 FN0669;SPC NM E     - 1,692,917.34    193,612.82   sFT  1.00004747   -0 40 55.7
 FN0669;UTM  13      - 3,944,930.759   454,399.858   MT  0.99962562   -0 17 36.8
 FN0669
 FN0669!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FN0669!SPC NM E     -   0.99950431  x   1.00004747  =   0.99955175
 FN0669!UTM  13      -   0.99950431  x   0.99962562  =   0.99913011
 FN0669
 FN0669:                Primary Azimuth Mark                     Grid Az
 FN0669:SPC NM E     -  DENVER ALBUQUERQUE AWY BN 34             089 43 58.3
 FN0669:UTM  13      -  DENVER ALBUQUERQUE AWY BN 34             089 20 39.4
 FN0669
 FN0669|---------------------------------------------------------------------|
 FN0669| PID    Reference Object                     Distance      Geod. Az  |
 FN0669|                                                           dddmmss.s |
 FN0669| FN0557 DENVER ALBUQUERQUE AWY BN 34        APPROX.32.2 KM 0890302.6 |
 FN0669| CJ6601 BEAR RM 1                             5.022 METERS 12930     |
 FN0669| CJ6602 BEAR RM 2                             5.344 METERS 33120     |
 FN0669|---------------------------------------------------------------------|
 FN0669
 FN0669                          SUPERSEDED SURVEY CONTROL
 FN0669
 FN0669  NAD 83(1986)-  35 38 49.76277(N)    105 30 13.37300(W) AD(       ) 1
 FN0669  NAD 27      -  35 38 49.63490(N)    105 30 11.31910(W) AD(       ) 1
 FN0669  NGVD 29 (07/19/86) 3176.3    (m)        10421.     (f) VERT ANG       
 FN0669
 FN0669.Superseded values are not recommended for survey control.
 FN0669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0669.See file dsdata.txt to determine how the superseded data were derived.
 FN0669
 FN0669_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV5440044931(NAD 83)
 FN0669_MARKER: DS = TRIANGULATION STATION DISK
 FN0669_SETTING: 66 = SET IN ROCK OUTCROP
 FN0669_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 FN0669_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FN0669+STABILITY: POSITION/ELEVATION WELL
 FN0669
 FN0669  HISTORY     - Date     Condition        Report By
 FN0669  HISTORY     - 1953     MONUMENTED       CGS
 FN0669  HISTORY     - 1963     GOOD             CGS
 FN0669  HISTORY     - 1963     GOOD             CGS
 FN0669
 FN0669                          STATION DESCRIPTION
 FN0669
 FN0669'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (WRH)
 FN0669'THE STATION IS LOCATED ON THE SUMMIT OF BEAR MOUNTAIN, A
 FN0669'BARE TOPPED BROWN RIDGE.  IT IS, AIRLINE, ABOUT 16 MILES
 FN0669'WEST-NORTHWEST OF LAS VEGAS, ABOUT 25 MILES EAST OF SANTA
 FN0669'FE, AND 11 MILES EAST-NORTHEAST OF PECOS.
 FN0669'
 FN0669'TO REACH FROM THE POST OFFICE IN PECOS, GO NORTH ON STATE
 FN0669'HIGHWAY 63 FOR 0.1 MILE TO A T-ROAD RIGHT.  GO RIGHT, EAST, FOR
 FN0669'0.65 MILE TO A CROSS ROAD.  GO RIGHT FOR 0.5 MILE TO A FORK AT
 FN0669'A SIGN COLONIAS.  TAKE THE LEFT FORK FOR 2.3 MILES TO A FORK.
 FN0669'TAKE THE RIGHT FORK, STRAIGHT AHEAD, FOR 4.1 MILES TO A FORK
 FN0669'AT THE NORTH EDGE OF THE VILLAGE OF LOWER COLONIAS.  TAKE THE
 FN0669'RIGHT FORK, PASSING THROUGH THE VILLAGE, FOR 0.7 MILE TO A
 FN0669'WOODEN BRIDGE.  CONTINUE, UPHILL, FOR 0.1 MILE TO A WIRE
 FN0669'FENCE.  TURN LEFT AND FOLLOW TRACK ROAD ALONG THE TOP OF THE
 FN0669'RIDGE FOR 2.5 MILES TO A WIRE GATE.  PASS THROUGH THE
 FN0669'GATE AND CONTINUE ON THE MAIN TRAVELED ROAD FOR 0.4 MILE TO A
 FN0669'FORK JUST AFTER STARTING DOWNHILL.  TAKE THE RIGHT FORK
 FN0669'AND GO 0.75 MILE TO A FORK AND SIGN UPPER RUIDOSO CREEK.
 FN0669'TAKE THE LEFT FORK FOR 4.5 MILES TO A POLE BRIDGE.  CROSS
 FN0669'THE BRIDGE AND CONTINUE AHEAD, PASSING TO THE RIGHT OF AN
 FN0669'OLD LOG HOUSE, FOR 0.25 MILE TO A RAIL GATE.  PASS
 FN0669'THROUGH THE GATE AND BEAR SOUTHEASTERLY ACROSS A MEADOW FOR 0.3
 FN0669'MILE TO A WIRE FENCE AND END OF TRUCK TRAVEL.  FROM HERE
 FN0669'PACK EAST UP A BLAZED TRAIL TO A TRIANGULAR BLAZED PINE TREE
 FN0669'AT A WELL DEFINED NORTH-SOUTH TRAIL.  GO LEFT, NORTH, ON THE
 FN0669'TRAIL FOR ABOUT 2 MILES TO A FORK AT THE NORTH END OF THE
 FN0669'RIDGE.  TAKE THE RIGHT FORK, ACROSS A LOW SADDLE, TO A LARGE
 FN0669'CAIRN ON THE RIGHT.  GO RIGHT, SOUTHEAST, UP A DIM GAME
 FN0669'TRAIL, FOR ABOUT 1/4 MILE TO THE HIGHEST POINT OF THE
 FN0669'BARE RIDGE AND THE STATION.
 FN0669'
 FN0669'THE STATION MARK IS A STANDARD DISK STAMPED BEAR 1953, CEMENTED
 FN0669'IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT PROJECTS 1 INCH.
 FN0669'IT IS 30 FEET SOUTHEAST OF A SMALL TRIANGULAR BLAZED FIR
 FN0669'TREE AND 15 FEET WEST OF THE EAST EDGE OF THE RIDGE.
 FN0669'
 FN0669'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED BEAR NO
 FN0669'1 1953, CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT
 FN0669'PROJECTS 16 INCHES.  IT IS ON THE EAST EDGE OF THE HILL AND
 FN0669'ABOUT 10 INCHES HIGHER THAN THE STATION.
 FN0669'
 FN0669'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED BEAR
 FN0669'NO 2 1953, CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK
 FN0669'THAT PROJECTS 9 INCHES.  IT IS 17 FEET EAST OF THE TRIANGULAR
 FN0669'BLAZED FIR TREE AND ABOUT 10 INCHES LOWER THAN THE STATION.
 FN0669'
 FN0669'THERE WAS NO SUITABLE LOCATION FOR AN AZIMUTH MARK.
 FN0669'
 FN0669'HEIGHT OF LIGHT ABOVE STATION MARK 1.53 METERS.
 FN0669
 FN0669                          STATION RECOVERY (1963)
 FN0669
 FN0669'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WRH)
 FN0669'STATION WAS FOUND IN EXCELLENT CONDITION.
 FN0669
 FN0669                          STATION RECOVERY (1963)
 FN0669
 FN0669'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 FN0669'DESCRIPTION AND POSITION LISTED IN NGS QUAD 35105-4, STATION 1006.
 FN0669'
 FN0669'RECOVERED BY USGS, 1961, IN GOOD CONDITION.
 FN0669'
 FN0669'RECOVERY NOTE BY NGS, 1963--STATION WAS FOUND IN EXCELLENT CONDITION.
 FN0669'
 FN0669'STATION MARK--STANDARD USC AND GS DISK CEMENTED IN A DRILL HOLE IN
 FN0669'OUTCROPPING BEDROCK, STAMPED---BEAR 1953---, PROJECTING 1 IN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ1072 ***********************************************************************
 EQ1072  DESIGNATION -  BEAR
 EQ1072  PID         -  EQ1072
 EQ1072  STATE/COUNTY-  NM/SOCORRO
 EQ1072  USGS QUAD   -  GRANITE MOUNTAIN (1995)
 EQ1072
 EQ1072                         *CURRENT SURVEY CONTROL
 EQ1072  ___________________________________________________________________
 EQ1072* NAD 83(1992)-  34 13 46.33612(N)    107 14 22.04205(W)     ADJUSTED  
 EQ1072* NAVD 88     -      2244.0    (meters)    7362.     (feet)  VERTCON   
 EQ1072  ___________________________________________________________________
 EQ1072  LAPLACE CORR-          -3.83  (seconds)                    DEFLEC99
 EQ1072  GEOID HEIGHT-         -21.49  (meters)                     GEOID03
 EQ1072
 EQ1072  HORZ ORDER  -  THIRD
 EQ1072
 EQ1072.The horizontal coordinates were established by classical geodetic methods
 EQ1072.and adjusted by the National Geodetic Survey in December 1993..
 EQ1072
 EQ1072.The NAVD 88 height was computed by applying the VERTCON shift value to
 EQ1072.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EQ1072
 EQ1072.The Laplace correction was computed from DEFLEC99 derived deflections.
 EQ1072
 EQ1072.The geoid height was determined by GEOID03.
 EQ1072
 EQ1072;                    North         East     Units Scale Factor Converg.
 EQ1072;SPC NM C     -   358,555.442   408,843.352   MT  1.00000240   -0 33 23.8
 EQ1072;SPC NM C     - 1,176,360.65  1,341,346.90   sFT  1.00000240   -0 33 23.8
 EQ1072;UTM  13      - 3,789,875.391   293,729.566   MT  1.00012450   -1 15 36.6
 EQ1072
 EQ1072!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EQ1072!SPC NM C     -   0.99965123  x   1.00000240  =   0.99965363
 EQ1072!UTM  13      -   0.99965123  x   1.00012450  =   0.99977569
 EQ1072
 EQ1072:                Primary Azimuth Mark                     Grid Az
 EQ1072:SPC NM C     -  SANDERS                                  316 30 05.7
 EQ1072:UTM  13      -  SANDERS                                  317 12 18.5
 EQ1072
 EQ1072|---------------------------------------------------------------------|
 EQ1072| PID    Reference Object                     Distance      Geod. Az  |
 EQ1072|                                                           dddmmss.s |
 EQ1072| EQ1086 SANDERS                             APPROX. 7.8 KM 3155641.9 |
 EQ1072|---------------------------------------------------------------------|
 EQ1072
 EQ1072                          SUPERSEDED SURVEY CONTROL
 EQ1072
 EQ1072  NAD 83(1986)-  34 13 46.34010(N)    107 14 22.04381(W) AD(       ) 3
 EQ1072  NGVD 29 (04/24/90) 2243.2    (m)         7360.     (f) VERT ANG       
 EQ1072
 EQ1072.Superseded values are not recommended for survey control.
 EQ1072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ1072.See file dsdata.txt to determine how the superseded data were derived.
 EQ1072
 EQ1072_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBT9373089875(NAD 83)
 EQ1072_MARKER: DS = TRIANGULATION STATION DISK
 EQ1072_SETTING: 0 = UNSPECIFIED SETTING
 EQ1072_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EQ1072
 EQ1072  HISTORY     - Date     Condition        Report By
 EQ1072  HISTORY     - 1957     MONUMENTED       USGS
 EQ1072
 EQ1072                          STATION DESCRIPTION
 EQ1072
 EQ1072'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 EQ1072'STATION IS LOCATED APPROXIMATELY 8.0 MI. (AIRLINE) N. OF MAGDALENA,
 EQ1072'NEW MEXICO, ON NORTHERN AND HIGHEST OF THE SMALL FOOTHILLS WHICH LIE
 EQ1072'E. OF THE BEAR MOUNTAINS IN SEC. 10, T 1 S, R 4 W.
 EQ1072'
 EQ1072'TO REACH STATION FROM MAGDALENA-SAN MATEO RANGER STATION, CIBOLA
 EQ1072'NATIONAL FOREST, DRIVE W. ON U.S. HIGHWAY 60 FOR 0.2 MI., TURN RIGHT
 EQ1072'(N.) ACROSS RAILROAD TRACKS PAST CEMETERY ON GRADED RD. TO RILEY FOR
 EQ1072'7.5 MI. TO FORKS, TAKE LEFT (W.) FORK TOWARD BEAR SPRINGS RANCH FOR
 EQ1072'1.7 MI. AND END TRUCK TRAVEL.  LEAVE TRUCK AND PACK N. ALONG RIDGES TO
 EQ1072'NORTHERN AND HIGHEST SUMMIT OF RIDGE TO STATION SITE.  STATION
 EQ1072'OVERLOOKS ESCARPMENT AND BEAR SPRINGS WASH TO THE N.  ABOUT A 40
 EQ1072'MINUTE PACK.
 EQ1072'
 EQ1072'STATION MARK--STANDARD TABLET SET FLUSH IN OUTCROPPING OF BEDROCK,
 EQ1072'STAMPED---BEAR 1957---.
 EQ1072'
 EQ1072'REFERENCE MARKS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0966 ***********************************************************************
 CY0966  DESIGNATION -  BEAR 2
 CY0966  PID         -  CY0966
 CY0966  STATE/COUNTY-  NM/GRANT
 CY0966  USGS QUAD   -  SILVER CITY (1992)
 CY0966
 CY0966                         *CURRENT SURVEY CONTROL
 CY0966  ___________________________________________________________________
 CY0966* NAD 83(1992)-  32 50 08.67484(N)    108 21 30.49343(W)     ADJUSTED  
 CY0966* NAVD 88     -      2450.     (meters)    8038.     (feet)  SCALED    
 CY0966  ___________________________________________________________________
 CY0966  LAPLACE CORR-           5.62  (seconds)                    DEFLEC99
 CY0966  GEOID HEIGHT-         -23.86  (meters)                     GEOID03
 CY0966
 CY0966  HORZ ORDER  -  THIRD
 CY0966
 CY0966.The horizontal coordinates were established by classical geodetic methods
 CY0966.and adjusted by the National Geodetic Survey in December 1993..
 CY0966
 CY0966.The orthometric height was scaled from a topographic map.
 CY0966
 CY0966.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY0966
 CY0966.The geoid height was determined by GEOID03.
 CY0966
 CY0966;                    North         East     Units Scale Factor Converg.
 CY0966;SPC NM W     -   203,662.330   780,837.331   MT  0.99994646   -0 17 05.1
 CY0966;SPC NM W     -   668,182.16  2,561,797.14   sFT  0.99994646   -0 17 05.1
 CY0966;UTM  12      - 3,636,169.484   747,253.272   MT  1.00035387   +1 25 59.0
 CY0966
 CY0966!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY0966!SPC NM W     -   0.99961924  x   0.99994646  =   0.99956572
 CY0966!UTM  12      -   0.99961924  x   1.00035387  =   0.99997297
 CY0966
 CY0966:                Primary Azimuth Mark                     Grid Az
 CY0966:SPC NM W     -  PINOS                                    075 22 18.1
 CY0966:UTM  12      -  PINOS                                    073 39 14.0
 CY0966
 CY0966|---------------------------------------------------------------------|
 CY0966| PID    Reference Object                     Distance      Geod. Az  |
 CY0966|                                                           dddmmss.s |
 CY0966| CY0913 PINOS                               APPROX.11.3 KM 0750513.0 |
 CY0966|---------------------------------------------------------------------|
 CY0966
 CY0966                          SUPERSEDED SURVEY CONTROL
 CY0966
 CY0966  NAD 83(1992)-  32 50 08.67410(N)    108 21 30.49164(W) AD(       ) 3
 CY0966  NAD 83(1986)-  32 50 08.67197(N)    108 21 30.49231(W) AD(       ) 3
 CY0966  NAD 27      -  32 50 08.40787(N)    108 21 28.31769(W) AD(       ) 3
 CY0966
 CY0966.Superseded values are not recommended for survey control.
 CY0966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0966.See file dsdata.txt to determine how the superseded data were derived.
 CY0966
 CY0966_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYB4725336169(NAD 83)
 CY0966_MARKER: DD = SURVEY DISK
 CY0966_SETTING: 80 = SET IN A BOULDER
 CY0966_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0966+STABILITY: SURFACE MOTION
 CY0966
 CY0966  HISTORY     - Date     Condition        Report By
 CY0966  HISTORY     - 1948     MONUMENTED       USGS
 CY0966
 CY0966                          STATION DESCRIPTION
 CY0966
 CY0966'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 CY0966'STATION IS LOCATED APPROXIMATELY 7 MI. NW. OF SILVER CITY, ON HIGHEST
 CY0966'POINT OF BEAR MOUNTAIN, AND NEAR EDGE OF OLD MINING CLAIM EXCAVATION.
 CY0966'
 CY0966'ORIGINAL STATION ---BEAR--- WAS NOT RECOVERED AND NEW STATION ---BEAR
 CY0966'NO. 2--- WAS BUILT.
 CY0966'
 CY0966'STATION MARK--STANDARD TABLET, SET IN BOULDER FLUSH WITH GROUND, AND
 CY0966'STAMPED ---BEAR 2 1948---.
 CY0966'
 CY0966'REFERENCE MARK NO. 1--STANDARD REFERENCE TABLET, SET IN BOULDER FLUSH
 CY0966'WITH GROUND, 30.6 FT. FROM STATION, S 25 DEG 21 MIN E.
 CY0966'
 CY0966'REFERENCE MARK NO. 2--A COPPER NAIL AND WASHER, IN BASE OF 8 IN. CEDAR
 CY0966'TREE, 39.2 FT. FROM STATION, S 79 DEG 31 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0962 ***********************************************************************
 CY0962  DESIGNATION -  BEAR MOUNTAIN IN HIGHEST POINT
 CY0962  PID         -  CY0962
 CY0962  STATE/COUNTY-  NM/GRANT
 CY0962  USGS QUAD   -  SILVER CITY (1992)
 CY0962
 CY0962                         *CURRENT SURVEY CONTROL
 CY0962  ___________________________________________________________________
 CY0962* NAD 83(1992)-  32 50 08.79794(N)    108 21 30.59791(W)     ADJUSTED  
 CY0962* NAVD 88     -                                                        
 CY0962  ___________________________________________________________________
 CY0962  LAPLACE CORR-           5.63  (seconds)                    DEFLEC99
 CY0962  GEOID HEIGHT-         -23.86  (meters)                     GEOID03
 CY0962
 CY0962  HORZ ORDER  -  THIRD
 CY0962
 CY0962.The horizontal coordinates were established by classical geodetic methods
 CY0962.and adjusted by the National Geodetic Survey in December 1993..
 CY0962
 CY0962
 CY0962.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY0962
 CY0962.The geoid height was determined by GEOID03.
 CY0962
 CY0962;                    North         East     Units Scale Factor Converg.
 CY0962;SPC NM W     -   203,666.135   780,834.633   MT  0.99994646   -0 17 05.2
 CY0962;SPC NM W     -   668,194.64  2,561,788.29   sFT  0.99994646   -0 17 05.2
 CY0962;UTM  12      - 3,636,173.208   747,250.460   MT  1.00035386   +1 25 58.9
 CY0962
 CY0962                          SUPERSEDED SURVEY CONTROL
 CY0962
 CY0962  NAD 83(1992)-  32 50 08.80559(N)    108 21 30.60992(W) AD(       ) 4
 CY0962  NAD 83(1986)-  32 50 08.79650(N)    108 21 30.60241(W) AD(       ) 4
 CY0962  NAD 27      -  32 50 08.50701(N)    108 21 28.38559(W) AD(       ) 3
 CY0962
 CY0962.Superseded values are not recommended for survey control.
 CY0962.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0962.See file dsdata.txt to determine how the superseded data were derived.
 CY0962
 CY0962_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYB4725036173(NAD 83)
 CY0962
 CY0962  HISTORY     - Date     Condition        Report By
 CY0962  HISTORY     - 1910     FIRST OBSERVED   CGS
 CY0962
 CY0962                          STATION DESCRIPTION
 CY0962
 CY0962'DESCRIBED BY COAST AND GEODETIC SURVEY 1910 (JSH)
 CY0962'THIS STATION HAS NOT BEEN DESCRIBED.  ELEVATION OF THE MOUNTAIN
 CY0962'TOP--2,449.5 METERS (8,036 FEET).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0693 ***********************************************************************
 DT0693  DESIGNATION -  BEAR MTN ET
 DT0693  PID         -  DT0693
 DT0693  STATE/COUNTY-  NM/GRANT
 DT0693  USGS QUAD   -  BEAR MOUNTAIN (1965)
 DT0693
 DT0693                         *CURRENT SURVEY CONTROL
 DT0693  ___________________________________________________________________
 DT0693* NAD 83(1992)-  33 01 21.38353(N)    108 49 48.39718(W)     ADJUSTED  
 DT0693* NAVD 88     -      2051.5    (meters)    6731.     (feet)  VERTCON   
 DT0693  ___________________________________________________________________
 DT0693  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 DT0693  GEOID HEIGHT-         -24.52  (meters)                     GEOID03
 DT0693
 DT0693  HORZ ORDER  -  THIRD
 DT0693
 DT0693.The horizontal coordinates were established by classical geodetic methods
 DT0693.and adjusted by the National Geodetic Survey in December 1993..
 DT0693
 DT0693.The NAVD 88 height was computed by applying the VERTCON shift value to
 DT0693.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DT0693
 DT0693.The Laplace correction was computed from DEFLEC99 derived deflections.
 DT0693
 DT0693.The geoid height was determined by GEOID03.
 DT0693
 DT0693;                    North         East     Units Scale Factor Converg.
 DT0693;SPC NM W     -   224,703.667   736,877.586   MT  1.00002355   -0 32 35.7
 DT0693;SPC NM W     -   737,215.28  2,417,572.55   sFT  1.00002355   -0 32 35.7
 DT0693;UTM  12      - 3,655,885.168   702,670.169   MT  1.00010648   +1 10 58.5
 DT0693
 DT0693!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DT0693!SPC NM W     -   0.99968186  x   1.00002355  =   0.99970540
 DT0693!UTM  12      -   0.99968186  x   1.00010648  =   0.99978831
 DT0693
 DT0693:                Primary Azimuth Mark                     Grid Az
 DT0693:SPC NM W     -  NEGRA ET                                 120 15 06.4
 DT0693:UTM  12      -  NEGRA ET                                 118 31 32.2
 DT0693
 DT0693|---------------------------------------------------------------------|
 DT0693| PID    Reference Object                     Distance      Geod. Az  |
 DT0693|                                                           dddmmss.s |
 DT0693| CY1072 NEGRA ET                            APPROX.11.3 KM 1194230.7 |
 DT0693|---------------------------------------------------------------------|
 DT0693
 DT0693                          SUPERSEDED SURVEY CONTROL
 DT0693
 DT0693  NAD 83(1992)-  33 01 21.38379(N)    108 49 48.39631(W) AD(       ) 3
 DT0693  NAD 83(1986)-  33 01 21.38099(N)    108 49 48.39627(W) AD(       ) 3
 DT0693  NAD 27      -  33 01 21.14343(N)    108 49 46.18233(W) AD(       ) 3
 DT0693  NGVD 29 (07/19/86) 2050.6    (m)         6728.     (f) VERT ANG       
 DT0693
 DT0693.Superseded values are not recommended for survey control.
 DT0693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0693.See file dsdata.txt to determine how the superseded data were derived.
 DT0693
 DT0693_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYB0267055885(NAD 83)
 DT0693_MARKER: DD = SURVEY DISK
 DT0693_SETTING: 66 = SET IN ROCK OUTCROP
 DT0693_SP_SET: SET IN BEDROCK
 DT0693_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DT0693+STABILITY: POSITION/ELEVATION WELL
 DT0693
 DT0693  HISTORY     - Date     Condition        Report By
 DT0693  HISTORY     - 1965     MONUMENTED       USGS
 DT0693
 DT0693                          STATION DESCRIPTION
 DT0693
 DT0693'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 DT0693'STATION LOCATED ABOUT 21.0 MI. (AIRLINE) S. OF GLENWOOD AND ABOUT
 DT0693'7.5 MI. (AIRLINE) W. OF BUCKHORN ON AN OPEN CONE-SHAPED TOP LOCALLY
 DT0693'KNOWN AS BEAR MOUNTAIN.
 DT0693'
 DT0693'STATION WAS REACHED BY HELICOPTER BUT CAN BE REACHED BY FOUR-WHEEL
 DT0693'DRIVE VEHICLE AND ABOUT 0.5 HOUR PACK THROUGH THE JUPE MEANS (H - Y)
 DT0693'RANCH.
 DT0693'
 DT0693'STATION MARK--STANDARD USGS ALUMINUM TABLET CEMENTED IN BEDROCK,
 DT0693'STAMPED ---BEAR MTN ET 1965---.
 DT0693'
 DT0693'NO MENTION OF REFERENCE MARKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1486 ***********************************************************************
 FO1486  DESIGNATION -  BEAR RM
 FO1486  PID         -  FO1486
 FO1486  STATE/COUNTY-  NM/SANDOVAL
 FO1486  USGS QUAD   -  BEAR SPRINGS PEAK (1970)
 FO1486
 FO1486                         *CURRENT SURVEY CONTROL
 FO1486  ___________________________________________________________________
 FO1486* NAD 83(1992)-  35 40 11.63864(N)    106 31 14.24405(W)     ADJUSTED  
 FO1486* NAVD 88     -      2348.     (meters)    7703.     (feet)  SCALED    
 FO1486  ___________________________________________________________________
 FO1486  LAPLACE CORR-          -3.00  (seconds)                    DEFLEC99
 FO1486  GEOID HEIGHT-         -19.83  (meters)                     GEOID03
 FO1486
 FO1486  HORZ ORDER  -  SECOND
 FO1486
 FO1486.The horizontal coordinates were established by classical geodetic methods
 FO1486.and adjusted by the National Geodetic Survey in December 1993..
 FO1486
 FO1486.The orthometric height was scaled from a topographic map.
 FO1486
 FO1486.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1486
 FO1486.The geoid height was determined by GEOID03.
 FO1486
 FO1486;                    North         East     Units Scale Factor Converg.
 FO1486;SPC NM C     -   517,923.692   475,500.740   MT  0.99990739   -0 09 28.1
 FO1486;SPC NM C     - 1,699,221.31  1,560,038.68   sFT  0.99990739   -0 09 28.1
 FO1486;UTM  13      - 3,948,401.573   362,375.748   MT  0.99983340   -0 53 12.6
 FO1486
 FO1486!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1486!SPC NM C     -   0.99963470  x   0.99990739  =   0.99954213
 FO1486!UTM  13      -   0.99963470  x   0.99983340  =   0.99946816
 FO1486
 FO1486                          SUPERSEDED SURVEY CONTROL
 FO1486
 FO1486  NAD 83(1986)-  35 40 11.64222(N)    106 31 14.24691(W) AD(       ) 2
 FO1486  NAD 27      -  35 40 11.54350(N)    106 31 12.13540(W) AD(       ) 2
 FO1486
 FO1486.Superseded values are not recommended for survey control.
 FO1486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1486.See file dsdata.txt to determine how the superseded data were derived.
 FO1486
 FO1486_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV6237648402(NAD 83)
 FO1486_MARKER: DR = REFERENCE MARK DISK
 FO1486_SETTING: 80 = SET IN A BOULDER
 FO1486_SP_SET: SET IN DRILL HOLE IN A BOULDER
 FO1486_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO1486+STABILITY: SURFACE MOTION
 FO1486
 FO1486  HISTORY     - Date     Condition        Report By
 FO1486  HISTORY     - 1958     MONUMENTED       USGS
 FO1486
 FO1486                          STATION DESCRIPTION
 FO1486
 FO1486'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 FO1486'THE STATION IS LOCATED AIRLINE, ABOUT 25 MILES NORTH OF BERNALILLO,
 FO1486'ABOUT 10 MILES WEST-NORTHWEST OF THE PUEBLO VILLAGE OF COCHITI AND
 FO1486'ABOUT 2 MILES EAST OF BEAR SPRING, ON THE HIGHEST PART OF BEAR
 FO1486'PEAK WHICH IS THE HIGHER AND THE MOST EASTERLY ONE OF TWO
 FO1486'PEAKS.
 FO1486'
 FO1486'REFERENCE MARK (USGS) IS A STANDARD U.S. GEOLOGICAL SURVEY
 FO1486'REFERENCE MARK DISK, UNSTAMPED, SET IN A DRILL HOLE IN A LARGE
 FO1486'BOULDER WHICH PROJECTS ABOUT 4 INCHES ABOVE THE GROUND AND IS
 FO1486'ABOUT 6 FEET LOWER THAN THE STATION.
 FO1486'
 FO1486'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 4
 FO1486'AND 44 IN SAN YSIDRO, GO NORTH ON STATE HIGHWAY 4 FOR 5.25 MILES.
 FO1486'CONTINUE NORTH FROM THE JEMEZ TRADING POST ON STATE HIGHWAY
 FO1486'4 FOR 0.75 MILE.  TURN RIGHT OFF THE HIGHWAY AND FOLLOW A PAVED
 FO1486'ROAD EAST AND NORTH FOR 4.3 MILES TO A CHEVRON SERVICE STATION
 FO1486'ON THE LEFT.  CONTINUE NORTHERLY ON THE GRADED ROAD FOR 4.65
 FO1486'MILES.  TAKE THE RIGHT FORK AND CONTINUE NORTH ON THE GRADED
 FO1486'ROAD AS PER SIGN BEAR SPRINGS 12, FOR 1.7 MILES.  TAKE THE
 FO1486'LEFT FORK AND GO NORTHEASTERLY ON THE GRADED ROAD FOR 4.1
 FO1486'MILES.  TAKE THE RIGHT FORK AS PER SIGN PERALTA RIDGE FIRE RD.
 FO1486'AND GO SOUTH FOR 5.35 MILES TO A SIGN ON THE RIGHT, BEAR
 FO1486'SPRINGS.  CONTINUE SOUTH ON THE MAIN TRAVELED ROAD FOR 2.0 MILES TO
 FO1486'A POINT WHERE THE ROAD PASSES OVER A LOW RIDGE AND A
 FO1486'TELEPHONE LINE ON THE RIGHT.  THIS IS THE END OF TRUCK
 FO1486'TRAVEL.  PACK NORTH-NORTHEASTERLY AROUND TO THE LEFT OF THE FIRST
 FO1486'PEAK AND ON TO THE HIGHEST PART OF THE SECOND PEAK AND THE
 FO1486'STATION.  PACKING TIME IS ABOUT 30 MINUTES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0176 ***********************************************************************
 CX0176  DESIGNATION -  BEAR RM 1
 CX0176  PID         -  CX0176
 CX0176  STATE/COUNTY-  NM/DONA ANA
 CX0176  USGS QUAD   -  BENNETT MOUNTAIN (1981)
 CX0176
 CX0176                         *CURRENT SURVEY CONTROL
 CX0176  ___________________________________________________________________
 CX0176* NAD 83(1986)-  32 30 50.     (N)    106 26 35.     (W)     SCALED    
 CX0176* NAVD 88     -      1333.806  (meters)    4376.00   (feet)  ADJUSTED  
 CX0176  ___________________________________________________________________
 CX0176  GEOID HEIGHT-         -23.36  (meters)                     GEOID03
 CX0176  DYNAMIC HT  -        1331.830 (meters)    4369.51  (feet)  COMP
 CX0176  MODELED GRAV-     979,110.5   (mgal)                       NAVD 88
 CX0176
 CX0176  VERT ORDER  -  SECOND    CLASS 0
 CX0176
 CX0176.The horizontal coordinates were scaled from a topographic map and have
 CX0176.an estimated accuracy of +/- 6 seconds.
 CX0176
 CX0176.The orthometric height was determined by differential leveling
 CX0176.and adjusted by the National Geodetic Survey in June 1991..
 CX0176
 CX0176.The geoid height was determined by GEOID03.
 CX0176
 CX0176.The dynamic height is computed by dividing the NAVD 88
 CX0176.geopotential number by the normal gravity value computed on the
 CX0176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0176.degrees latitude (g = 980.6199 gals.).
 CX0176
 CX0176.The modeled gravity was interpolated from observed gravity values.
 CX0176
 CX0176;                    North         East    Units  Estimated Accuracy
 CX0176;SPC NM C     -   167,860.      481,860.      MT  (+/- 180 meters Scaled)
 CX0176
 CX0176                          SUPERSEDED SURVEY CONTROL
 CX0176
 CX0176  NGVD 29 (??/??/92) 1333.222  (m)         4374.08   (f) ADJ UNCH    2 0
 CX0176
 CX0176.Superseded values are not recommended for survey control.
 CX0176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0176.See file dsdata.txt to determine how the superseded data were derived.
 CX0176
 CX0176_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR644983(NAD 83)
 CX0176_MARKER: DR = REFERENCE MARK DISK
 CX0176_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CX0176_SP_SET: MONUMENT
 CX0176_STAMPING: BEAR NO 1 1967
 CX0176_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX0176
 CX0176  HISTORY     - Date     Condition        Report By
 CX0176  HISTORY     - 1967     MONUMENTED       CGS
 CX0176  HISTORY     - 1968     GOOD             NGS
 CX0176
 CX0176                          STATION DESCRIPTION
 CX0176
 CX0176'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CX0176'10 MI N FROM WHITE SANDS MISSILE R HDQ.
 CX0176'4.2 MILES NORTH ALONG MAIN ACCESS ROAD FROM WHITE SANDS MISSILE RANGE
 CX0176'HEADQUARTERS.  THENCE 4.6 MILES NORTHEAST ALONG U.S. HIGHWAY 70.
 CX0176'THENCE 3.3 MILES NORTHWEST AND NORTH ALONG WSMR ROUTE 7.  THENCE 0.3
 CX0176'MILE WEST NORTHWEST ALONG A GRAVELED ROAD.  THENCE 0.2 MILE WEST ALONG
 CX0176'A DIRT ROAD.  THENCE 0.4 MILE NORTH ALONG A POWERLINE ROAD. THENCE 0.7
 CX0176'MILE WEST ALONG A DIM TRACK ROAD.  IT IS 45 FEET SOUTHWEST OF A METAL
 CX0176'WITNESS SIGN, 40.4 FEET WEST SOUTHWEST OF TRIANGULATION STATION BEAR,
 CX0176'SET IN A CONCRETE MONUMENT, 12 INCHES IN DIAMETER, THAT PROJECTS ABOUT
 CX0176'6 INCHES ABOVE THE GROUND AND IS ABOUT 4 FEET HIGHER THAN
 CX0176'TRIANGULATION STATION BEAR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0177 ***********************************************************************
 CX0177  DESIGNATION -  BEAR RM 2
 CX0177  PID         -  CX0177
 CX0177  STATE/COUNTY-  NM/DONA ANA
 CX0177  USGS QUAD   -  BENNETT MOUNTAIN (1981)
 CX0177
 CX0177                         *CURRENT SURVEY CONTROL
 CX0177  ___________________________________________________________________
 CX0177* NAD 83(1986)-  32 30 50.     (N)    106 26 35.     (W)     SCALED    
 CX0177* NAVD 88     -      1333.588  (meters)    4375.28   (feet)  ADJUSTED  
 CX0177  ___________________________________________________________________
 CX0177  GEOID HEIGHT-         -23.36  (meters)                     GEOID03
 CX0177  DYNAMIC HT  -        1331.612 (meters)    4368.80  (feet)  COMP
 CX0177  MODELED GRAV-     979,110.5   (mgal)                       NAVD 88
 CX0177
 CX0177  VERT ORDER  -  SECOND    CLASS 0
 CX0177
 CX0177.The horizontal coordinates were scaled from a topographic map and have
 CX0177.an estimated accuracy of +/- 6 seconds.
 CX0177
 CX0177.The orthometric height was determined by differential leveling
 CX0177.and adjusted by the National Geodetic Survey in June 1991..
 CX0177
 CX0177.The geoid height was determined by GEOID03.
 CX0177
 CX0177.The dynamic height is computed by dividing the NAVD 88
 CX0177.geopotential number by the normal gravity value computed on the
 CX0177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0177.degrees latitude (g = 980.6199 gals.).
 CX0177
 CX0177.The modeled gravity was interpolated from observed gravity values.
 CX0177
 CX0177;                    North         East    Units  Estimated Accuracy
 CX0177;SPC NM C     -   167,860.      481,860.      MT  (+/- 180 meters Scaled)
 CX0177
 CX0177                          SUPERSEDED SURVEY CONTROL
 CX0177
 CX0177  NGVD 29 (??/??/92) 1333.003  (m)         4373.36   (f) ADJ UNCH    2 0
 CX0177
 CX0177.Superseded values are not recommended for survey control.
 CX0177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0177.See file dsdata.txt to determine how the superseded data were derived.
 CX0177
 CX0177_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR644983(NAD 83)
 CX0177_MARKER: DR = REFERENCE MARK DISK
 CX0177_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CX0177_SP_SET: MONUMENT
 CX0177_STAMPING: BEAR NO 2 1967
 CX0177_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX0177
 CX0177  HISTORY     - Date     Condition        Report By
 CX0177  HISTORY     - 1967     MONUMENTED       CGS
 CX0177  HISTORY     - 1968     GOOD             NGS
 CX0177
 CX0177                          STATION DESCRIPTION
 CX0177
 CX0177'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CX0177'10 MI N FROM WHITE SANDS M R HDQRS.
 CX0177'4.2 MILES NORTH ALONG MAIN ACCESS ROAD FROM WHITE SANDS MISSILE RANGE
 CX0177'HEADQUARTERS.  THENCE 4.6 MILES NORTHEAST ALONG U.S. HIGHWAY 70.
 CX0177'THENCE 3.3 MILES NORTHWEST AND NORTH ALONG WSMR ROUTE 7.  THENCE 0.3
 CX0177'MILE WEST NORTHWEST ALONG A GRAVELED ROAD.  THENCE 0.2 MILE WEST ALONG
 CX0177'A DIRT ROAD.  THENCE 0.4 MILE NORTH ALONG A POWERLINE ROAD. THENCE 0.7
 CX0177'MILE WEST ALONG A DIM TRACK ROAD.  IT IS 41 FEET NORTHWEST OF A METAL
 CX0177'WITNESS SIGN, 38.5 FEET NORTHWEST OF TRIANGULATION STATION BEAR, SET
 CX0177'IN THE TOP OF A CONCRETE MONUMENT, 12 INCHES IN DIAMETER, THAT
 CX0177'PROJECTS ABOUT 4 INCHES ABOVE THE GROUND AND IS ABOUT 2 FEET HIGHER
 CX0177'THAN TRIANGULATION STATION BEAR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0689 ***********************************************************************
 DT0689  DESIGNATION -  BEAR WALLOW LOOKOUT TOWER
 DT0689  PID         -  DT0689
 DT0689  STATE/COUNTY-  NM/CATRON
 DT0689  USGS QUAD   -  BEARWALLOW MOUNTAIN (1963)
 DT0689
 DT0689                         *CURRENT SURVEY CONTROL
 DT0689  ___________________________________________________________________
 DT0689* NAD 83(1992)-  33 26 58.19043(N)    108 40 06.93451(W)     ADJUSTED  
 DT0689* NAVD 88     -                                                        
 DT0689  ___________________________________________________________________
 DT0689  LAPLACE CORR-           4.94  (seconds)                    DEFLEC99
 DT0689  GEOID HEIGHT-         -22.86  (meters)                     GEOID03
 DT0689
 DT0689  HORZ ORDER  -  THIRD
 DT0689
 DT0689.The horizontal coordinates were established by classical geodetic methods
 DT0689.and adjusted by the National Geodetic Survey in December 1993..
 DT0689
 DT0689
 DT0689.The Laplace correction was computed from DEFLEC99 derived deflections.
 DT0689
 DT0689.The geoid height was determined by GEOID03.
 DT0689
 DT0689;                    North         East     Units Scale Factor Converg.
 DT0689;SPC NM W     -   271,916.150   752,345.898   MT  0.99999099   -0 27 37.5
 DT0689;SPC NM W     -   892,111.57  2,468,321.50   sFT  0.99999099   -0 27 37.5
 DT0689;UTM  12      - 3,703,551.067   716,702.936   MT  1.00017900   +1 17 08.1
 DT0689
 DT0689                          SUPERSEDED SURVEY CONTROL
 DT0689
 DT0689  NAD 83(1992)-  33 26 58.19113(N)    108 40 06.93505(W) AD(       ) 4
 DT0689  NAD 83(1986)-  33 26 58.19090(N)    108 40 06.93635(W) AD(       ) 4
 DT0689  NAD 27      -  33 26 57.96669(N)    108 40 04.71826(W) AD(       ) 3
 DT0689
 DT0689.Superseded values are not recommended for survey control.
 DT0689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0689.See file dsdata.txt to determine how the superseded data were derived.
 DT0689
 DT0689_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYC1670303551(NAD 83)
 DT0689_MARKER: 57 = LOOKOUT TOWER
 DT0689
 DT0689  HISTORY     - Date     Condition        Report By
 DT0689  HISTORY     - 1966     FIRST OBSERVED   CGS
 DT0689
 DT0689                          STATION DESCRIPTION
 DT0689
 DT0689'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (JWC)
 DT0689'THE STATION IS ABOUT 34 MILES NORTH OF CLIFF, 19-1/2 MILES
 DT0689'SOUTH-SOUTHEAST OF RESERVE, 15 MILES NORTHEAST OF GLENWOOD
 DT0689'AND ON THE HIGHEST POINT OF BEAR WALLOW MOUNTAIN.
 DT0689'
 DT0689'THE STATION IS THE CENTER OF THE BASE OF A 50 FOOT HIGH, FOUR
 DT0689'LEGGED STEEL STRUCTURE, SUPPORTING A LOOKOUT CABIN.
 DT0689'
 DT0689'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION WALLOW,
 DT0689'THE DISTANCE BEING 60.59 FEET OR 18.466 METERS EAST OF THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0448 ***********************************************************************
 ER0448  DESIGNATION -  BEARD
 ER0448  PID         -  ER0448
 ER0448  STATE/COUNTY-  NM/CATRON
 ER0448  USGS QUAD   -  JONES CANYON (1981)
 ER0448
 ER0448                         *CURRENT SURVEY CONTROL
 ER0448  ___________________________________________________________________
 ER0448* NAD 83(1992)-  34 02 21.43161(N)    108 56 13.75458(W)     ADJUSTED  
 ER0448* NAVD 88     -      2608.1    (meters)    8557.     (feet)  VERTCON   
 ER0448  ___________________________________________________________________
 ER0448  LAPLACE CORR-           0.71  (seconds)                    DEFLEC99
 ER0448  GEOID HEIGHT-         -22.06  (meters)                     GEOID03
 ER0448
 ER0448  HORZ ORDER  -  FIRST
 ER0448
 ER0448.The horizontal coordinates were established by classical geodetic methods
 ER0448.and adjusted by the National Geodetic Survey in December 1993..
 ER0448
 ER0448.The NAVD 88 height was computed by applying the VERTCON shift value to
 ER0448.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ER0448
 ER0448.The Laplace correction was computed from DEFLEC99 derived deflections.
 ER0448
 ER0448.The geoid height was determined by GEOID03.
 ER0448
 ER0448;                    North         East     Units Scale Factor Converg.
 ER0448;SPC NM W     -   337,566.413   728,076.850   MT  1.00004468   -0 37 04.5
 ER0448;SPC NM W     - 1,107,499.14  2,388,698.80   sFT  1.00004468   -0 37 04.5
 ER0448;SPC AZ E     -   337,693.095   326,887.868   MT  1.00005883   +0 41 17.9
 ER0448;SPC AZ E     - 1,107,916.98  1,072,466.76   iFT  1.00005883   +0 41 17.9
 ER0448;UTM  12      - 3,768,431.375   690,427.092   MT  1.00004703   +1 09 18.2
 ER0448
 ER0448!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ER0448!SPC NM W     -   0.99959420  x   1.00004468  =   0.99963886
 ER0448!SPC AZ E     -   0.99959420  x   1.00005883  =   0.99965301
 ER0448!UTM  12      -   0.99959420  x   1.00004703  =   0.99964121
 ER0448
 ER0448|---------------------------------------------------------------------|
 ER0448| PID    Reference Object                     Distance      Geod. Az  |
 ER0448|                                                           dddmmss.s |
 ER0448| CD1566 BEARD RM 1                           15.432 METERS 08727     |
 ER0448| CD1565 BEARD AZ MK                                        1963440.2 |
 ER0448| CD1567 BEARD RM 2                            7.519 METERS 34943     |
 ER0448|---------------------------------------------------------------------|
 ER0448
 ER0448                          SUPERSEDED SURVEY CONTROL
 ER0448
 ER0448  NAD 83(1992)-  34 02 21.43189(N)    108 56 13.75396(W) AD(       ) 1
 ER0448  NAD 83(1986)-  34 02 21.43124(N)    108 56 13.75879(W) AD(       ) 1
 ER0448  NAD 27      -  34 02 21.24706(N)    108 56 11.48740(W) AD(       ) 1
 ER0448  NGVD 29 (07/19/86) 2607.0    (m)         8553.     (f) VERT ANG       
 ER0448
 ER0448.Superseded values are not recommended for survey control.
 ER0448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0448.See file dsdata.txt to determine how the superseded data were derived.
 ER0448
 ER0448_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC9042768431(NAD 83)
 ER0448_MARKER: DS = TRIANGULATION STATION DISK
 ER0448_SETTING: 66 = SET IN ROCK OUTCROP
 ER0448_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 ER0448
 ER0448  HISTORY     - Date     Condition        Report By
 ER0448  HISTORY     - 1936     MONUMENTED       CGS
 ER0448  HISTORY     - 1972     GOOD             AZHD
 ER0448
 ER0448                          STATION DESCRIPTION
 ER0448
 ER0448'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JDT)
 ER0448'STATION IS ABOUT 21 MILES EAST-SOUTHEAST OF SPRINGERVILLE,
 ER0448'AND 15 MILES NORTH OF LUNA, ON A SMALL BARE HILL IN SW 1/4,
 ER0448'SEC. 16, T. 3 S., R. 20 W.  STATION IS WITHIN THE APACHE NATIONAL
 ER0448'FOREST.  TO REACH STATION FROM SPRINGERVILLE, GO EAST ON U.S.
 ER0448'HIGHWAY 60 11.85 MILES, GO THROUGH GATE IN SOUTH FENCE AND FOLLOW
 ER0448'ROAD EAST AND SOUTH 1.5 MILES KEEPING RIGHT FORK, PASS THROUGH
 ER0448'GATE AND FOLLOW MAIN-TRAVELED ROAD 7.0 MILES TO THE H-V RANCH,
 ER0448'CONTINUE SOUTH THROUGH LANE BETWEEN BUILDINGS, BEAR LEFT
 ER0448'(SOUTHEAST) UP HILL 0.5 MILE TO GATE, CONTINUE EAST 0.4 MILE,
 ER0448'TAKE LEFT FORK ACROSS DRAW NEAR RESERVOIR DAM AND GO 0.15
 ER0448'MILE, TAKE RIGHT FORK AND GO 4.65 MILES TO WIRE GATE, CONTINUE
 ER0448'EAST ON MAIN ROAD 3.6 MILES.  STATION IS ON SMALL HILL NORTH
 ER0448'OF ROAD.  TURN LEFT (NORTH) AND GO ACROSS COUNTRY ABOUT 1.0 MILE
 ER0448'TO TOP OF SMALL HILL AND STATION AT THE APPROXIMATE CENTER OF THE
 ER0448'HILL.  STATION, REFERENCE, AND AZIMUTH MARKS ARE STANDARD DISKS
 ER0448'SET IN ROCK.  REFERENCE MARK
 ER0448'NO. 1 IS 50.63 FEET FROM THE STATION N 87 DEG 27 MIN E,
 ER0448'AND REFERENCE MARK NO. 2 IS 24.67 FEET FROM THE STATION
 ER0448'N 10 DEG 17 MIN W.  THE AZIMUTH MARK IS 0.3 MILE
 ER0448'NORTH OF ROAD, 4 FEET EAST OF ROCK CAIRN, AND
 ER0448'APPROXIMATELY 0.3 MILE FROM THE STATION S 16 DEG 34 MIN W.
 ER0448
 ER0448                          STATION RECOVERY (1972)
 ER0448
 ER0448'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972 (AD)
 ER0448'A.  GENERAL LOCATION AS PER DESCRIPTION.
 ER0448'
 ER0448'B.  TO REACH AS PER DESCRIPTION
 ER0448'
 ER0448'C.  STATION MARK RECOVERED AS PER DESCRIPTION
 ER0448'
 ER0448'D.  REFERENCE MARKS R.M. 1 AND 2 BOTH IN AND GOOD
 ER0448'
 ER0448'E.  AZIMUTH MARK NOT SEARCHED FOR AT THIS TIME
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0864 ***********************************************************************
 CV0864  DESIGNATION -  BEARD
 CV0864  PID         -  CV0864
 CV0864  STATE/COUNTY-  NM/LEA
 CV0864  USGS QUAD   -  WOODLEY FLAT (1973)
 CV0864
 CV0864                         *CURRENT SURVEY CONTROL
 CV0864  ___________________________________________________________________
 CV0864* NAD 83(1992)-  32 07 50.35550(N)    103 23 36.70060(W)     ADJUSTED  
 CV0864* NAVD 88     -      1021.1    (meters)    3350.     (feet)  VERTCON   
 CV0864  ___________________________________________________________________
 CV0864  LAPLACE CORR-           4.35  (seconds)                    DEFLEC99
 CV0864  GEOID HEIGHT-         -24.29  (meters)                     GEOID03
 CV0864
 CV0864  HORZ ORDER  -  SECOND
 CV0864
 CV0864.The horizontal coordinates were established by classical geodetic methods
 CV0864.and adjusted by the National Geodetic Survey in February 1996..
 CV0864
 CV0864.The NAVD 88 height was computed by applying the VERTCON shift value to
 CV0864.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CV0864
 CV0864.The Laplace correction was computed from DEFLEC99 derived deflections.
 CV0864
 CV0864.The geoid height was determined by GEOID03.
 CV0864
 CV0864;                    North         East     Units Scale Factor Converg.
 CV0864;SPC NM E     -   125,741.505   253,672.682   MT  1.00000603   +0 29 59.5
 CV0864;SPC NM E     -   412,536.92    832,257.79   sFT  1.00000603   +0 29 59.5
 CV0864;UTM  13      - 3,556,047.912   651,532.992   MT  0.99988318   +0 51 16.4
 CV0864
 CV0864!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CV0864!SPC NM E     -   0.99984351  x   1.00000603  =   0.99984954
 CV0864!UTM  13      -   0.99984351  x   0.99988318  =   0.99972671
 CV0864
 CV0864|---------------------------------------------------------------------|
 CV0864| PID    Reference Object                     Distance      Geod. Az  |
 CV0864|                                                           dddmmss.s |
 CV0864| CH7939 BEARD RM 1                           31.836 METERS 05412     |
 CV0864| CH7940 BEARD RM 2                           27.267 METERS 14846     |
 CV0864| CH7938 BEARD AZ MK                                        2510256.2 |
 CV0864|---------------------------------------------------------------------|
 CV0864
 CV0864                          SUPERSEDED SURVEY CONTROL
 CV0864
 CV0864  NAD 83(1992)-  32 07 50.35661(N)    103 23 36.69889(W) AD(       ) 2
 CV0864  NAD 83(1986)-  32 07 50.35949(N)    103 23 36.69991(W) AD(       ) 2
 CV0864  NAD 27      -  32 07 49.91000(N)    103 23 35.01400(W) AD(       ) 2
 CV0864  NGVD 29 (07/19/86) 1020.6    (m)         3348.     (f) VERT ANG       
 CV0864
 CV0864.Superseded values are not recommended for survey control.
 CV0864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0864.See file dsdata.txt to determine how the superseded data were derived.
 CV0864
 CV0864_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFR5153356048(NAD 83)
 CV0864_MARKER: DS = TRIANGULATION STATION DISK
 CV0864_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0864
 CV0864  HISTORY     - Date     Condition        Report By
 CV0864  HISTORY     - 1935     MONUMENTED       CGS
 CV0864  HISTORY     - 1973     GOOD             USGS
 CV0864
 CV0864                          STATION DESCRIPTION
 CV0864
 CV0864'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 CV0864'ABOUT 12 MILES AIR LINE WEST OF JAL, APPROXIMATELY IN THE CENTER
 CV0864'OF SEC. 17, T. 25 S., R. 35 E., ON THE EAST END OF A HIGH, SANDY
 CV0864'SPUR RIDGE OF WASTE LAND WHICH PROJECTS EASTERLY AND IS COVERED
 CV0864'WITH GREASEWOOD AND MESQUITE, ON THE PROPERTY OF MR. BEARD, 1-1/3
 CV0864'MILES WEST-NORTHWEST FROM MANDLINS RANCH BUILDINGS, ABOUT 1/2
 CV0864'MILE EAST FROM TWO WINDMILLS WHICH ARE PLAINLY VISIBLE ON THE
 CV0864'SKYLINE FROM SEVERAL MILES TO THE EAST AND ARE KNOWN AS WILLIE
 CV0864'HENRYS WATER, 150 YARDS NORTHEAST OF A PLAIN TRACK ROAD, 40
 CV0864'YARDS NORTHWEST OF A LONE FENCE POST.  TO REACH THE STATION FROM
 CV0864'JAL HOTEL IN JAL, GO NORTH ON MAIN STREET 0.7 MILE, GO
 CV0864'WEST ON GRADED ROAD 1.5 MILES AND NORTH 0.8 MILE, GO WEST
 CV0864'WITH GRADE 0.5 MILE AND NORTH 0.3 MILE, TURN WEST ON GRADE AND
 CV0864'GO 3.8 MILES, TAKE LEFT FORK AND FOLLOW MAIN ROAD
 CV0864'WESTERLY, 2.2 MILES, TAKE LEFT FORK WESTERLY, AND GO 0.9 MILE,
 CV0864'TAKE LEFT FORK, PASS THROUGH GATE, GO 1.8 MILES ON MAIN ROAD,
 CV0864'TAKE RIGHT FORK WESTERLY AND GO 0.4 MILE TO CROSSROADS, CONTINUE
 CV0864'STRAIGHT AHEAD 0.2 MILE TO A GATE, GO WEST AND NORTHWEST ON MAIN
 CV0864'ROAD 0.8 MILE, TURN RIGHT OFF THE ROAD AND GO 0.1 MILE
 CV0864'NORTHEAST TO HIGHEST POINT OF SAND DUNES AND THE STATION.  THE
 CV0864'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE
 CV0864'STANDARD DISKS SET IN CONCRETE.
 CV0864'REFERENCE MARK NO. 1 IS 104.45 FEET FROM STATION
 CV0864'S 54 DEG 12 MIN E, AND NO. 2 IS 89.46 FEET FROM
 CV0864'STATION S 31 DEG 14 MIN E.  THE AZIMUTH MARK IS ON A
 CV0864'SANDY HUMP 300 YARDS SOUTH OF THE TWIN WINDMILLS AND TANKS, AND
 CV0864'0.5 MILE FROM STATION S 71 DEG 03 MIN W.
 CV0864
 CV0864                          STATION RECOVERY (1973)
 CV0864
 CV0864'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973 (JCH)
 CV0864'TO REACH FROM THE INTERSECTION OF HIGHWAYS 18 AND 128 NE OF JAL,
 CV0864'DRIVE WEST ON 128 FOR 14.0 MILES TO A CATTLE GUARD ON THE LEFT
 CV0864'(0.1 MILE WEST OF MP 39), TURN LEFT AND DRIVE SOUTH ON GOOD RANCH
 CV0864'ROAD 3.5 MILES TO A CATTLE GUARD, CONTINUE SOUTH ON GOOD ROAD 0.7
 CV0864'MI. TO T-RD EAST, THENCE LEFT 0.4 MI. TO DRILL LOCATION, HOOK
 CV0864'HARD RIGHT AND HARD LEFT ON SANDY ROAD 0.5 MI. TO A WINDMILL DUE
 CV0864'EAST OF DRILL LOCATION, CONTINUE EAST AND SE ON SANDY ROAD 0.35
 CV0864'MI., THENCE HARD LEFT AND NE 0.1 MI. THROUGH DEEP SAND TO THE
 CV0864'STATION MARK, AND REFERENCE MARKS AS DESCRIBED.  AZ. MK WAS
 CV0864'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0896 ***********************************************************************
 CW0896  DESIGNATION -  BEARGRASS
 CW0896  PID         -  CW0896
 CW0896  STATE/COUNTY-  NM/OTERO
 CW0896  USGS QUAD   -  CLEONES TANK (1963)
 CW0896
 CW0896                         *CURRENT SURVEY CONTROL
 CW0896  ___________________________________________________________________
 CW0896* NAD 83(1992)-  32 17 48.40375(N)    105 24 29.67189(W)     ADJUSTED  
 CW0896* NAVD 88     -      1347.17   (+/-2cm)    4419.8    (feet)  VERTCON   
 CW0896  ___________________________________________________________________
 CW0896  LAPLACE CORR-           0.11  (seconds)                    DEFLEC99
 CW0896  GEOID HEIGHT-         -22.03  (meters)                     GEOID03
 CW0896
 CW0896  HORZ ORDER  -  SECOND
 CW0896  VERT ORDER  -  THIRD ? (See Below)
 CW0896
 CW0896.The horizontal coordinates were established by classical geodetic methods
 CW0896.and adjusted by the National Geodetic Survey in December 1993..
 CW0896
 CW0896.The NAVD 88 height was computed by applying the VERTCON shift value to
 CW0896.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CW0896.The vertical order pertains to the NGVD 29 superseded value.
 CW0896
 CW0896.The Laplace correction was computed from DEFLEC99 derived deflections.
 CW0896
 CW0896.The geoid height was determined by GEOID03.
 CW0896
 CW0896;                    North         East     Units Scale Factor Converg.
 CW0896;SPC NM C     -   144,084.522   579,276.374   MT  0.99997748   +0 26 59.2
 CW0896;SPC NM C     -   472,717.30  1,900,509.24   sFT  0.99997748   +0 26 59.2
 CW0896;UTM  13      - 3,573,405.322   461,563.926   MT  0.99961822   -0 13 05.3
 CW0896
 CW0896!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CW0896!SPC NM C     -   0.99979198  x   0.99997748  =   0.99976946
 CW0896!UTM  13      -   0.99979198  x   0.99961822  =   0.99941028
 CW0896
 CW0896:                Primary Azimuth Mark                     Grid Az
 CW0896:SPC NM C     -  WELL                                     082 31 25.2
 CW0896:UTM  13      -  WELL                                     083 11 29.7
 CW0896
 CW0896|---------------------------------------------------------------------|
 CW0896| PID    Reference Object                     Distance      Geod. Az  |
 CW0896|                                                           dddmmss.s |
 CW0896| CW0895 WELL                                APPROX. 5.9 KM 0825824.4 |
 CW0896| CH7944 BEARGRASS RM 1                       24.232 METERS 12037     |
 CW0896| CH7945 BEARGRASS RM 2                       27.036 METERS 21911     |
 CW0896| CH7943 BEARGRASS AZ MK                                    2904623.0 |
 CW0896|---------------------------------------------------------------------|
 CW0896
 CW0896                          SUPERSEDED SURVEY CONTROL
 CW0896
 CW0896  NAD 83(1986)-  32 17 48.40768(N)    105 24 29.67247(W) AD(       ) 2
 CW0896  NAD 27      -  32 17 48.01300(N)    105 24 27.76150(W) AD(       ) 2
 CW0896  NGVD 29 (07/19/86) 1346.60   (m)         4418.0    (f) LEVELING    3  
 CW0896
 CW0896.Superseded values are not recommended for survey control.
 CW0896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0896.See file dsdata.txt to determine how the superseded data were derived.
 CW0896
 CW0896_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDR6156473405(NAD 83)
 CW0896_MARKER: DS = TRIANGULATION STATION DISK
 CW0896_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CW0896_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CW0896_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CW0896+STABILITY: SURFACE MOTION
 CW0896
 CW0896  HISTORY     - Date     Condition        Report By
 CW0896  HISTORY     - 1934     MONUMENTED       CGS
 CW0896  HISTORY     - 1954     GOOD             BAKER
 CW0896  HISTORY     - 1964     GOOD             CGS
 CW0896
 CW0896                          STATION DESCRIPTION
 CW0896
 CW0896'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 CW0896'ABOUT 20 MILES SOUTH OF PINON, ON A BROAD, FLAT SADDLE WHICH IS
 CW0896'COVERED WITH A LITTLE BRUSH, 39 FEET NORTH OF CENTER LINE OF
 CW0896'ARTESIA-ALAMOGORDO ROAD.  TO REACH FROM PINON, GO EAST 1.65
 CW0896'MILES ON THE ARTESIA ROAD, FOLLOW RIGHT FORK (MAIN ROAD) 2.85
 CW0896'MILES, FOLLOW LEFT FORK (MAIN ROAD) 1.8 MILES TO TOP OF DIVIDE,
 CW0896'FOLLOW ROAD SOUTH 15.6 MILES DOWN CORNUCOPIA WASH, FOLLOW RIGHT
 CW0896'FORK (STRAIGHT AHEAD) 5.0 MILES UP CANYON TO SOUTH AND
 CW0896'SOUTHWEST TO THE ROAD FORKS ABOUT 0.3 MILE NORTH OF COFFELTS
 CW0896'WELL, FOLLOW RIGHT FORK WEST 3.1 MILES TO TOP OF SLIGHT GRADE
 CW0896'AND STATION.  THE STATION, UNDERGROUND, AZIMUTH AND REFERENCE
 CW0896'MARKS ARE STANDARD DISKS IN CONCRETE.
 CW0896'REFERENCE MARK NO. 1 IS 37 FEET NORTH OF THE ROAD,
 CW0896'AND 79.50 FEET FROM STATION S 79 DEG 23 MIN E, AND
 CW0896'NO. 2 IS 49 FEET SOUTH OF THE ROAD, AND 88.70 FEET FROM
 CW0896'STATION S 39 DEG 11 MIN W. THE AZIMUTH MARK IS 10 FEET
 CW0896'SOUTH OF THE ROAD, AND APPROXIMATELY 0.2 MILE FROM STATION
 CW0896'N 69 DEG 14 MIN W.
 CW0896
 CW0896                          STATION RECOVERY (1954)
 CW0896
 CW0896'RECOVERY NOTE BY M BAKER JR INCORPORATED 1954 (TJA)
 CW0896'STATION MARK, STAMPED BEARGRASS 1934, RECOVERED AND IS IN GOOD
 CW0896'CONDITION.  REFERENCE MARKS AND AZIMUTH MARK RECOVERED AND ARE IN
 CW0896'GOOD CONDITION.
 CW0896'
 CW0896'TO REACH FROM THE POST OFFICE IN DELL CITY, TEXAS, GO N ON
 CW0896'FARM ROAD 1437 FOR 4.2 MI. TO THE NEW MEXICO STATE LINE.  TAKE
 CW0896'THE LEFT FORK PASSING THROUGH A STOCK GATE AND GO 2.1 MI. TO
 CW0896'FOUR MILE WELL.  CONTINUE ON THE MAIN-TRAVELED ROAD AND GO 8.5
 CW0896'MI. TO ROAD FORKS.  TAKE THE LEFT FORK (MAIN ROAD TO ALMOGORDA)
 CW0896'AND GO 2.7 MI. TO BROWNFIELD RANCH.  CONTINUE ON THE MAIN ROAD
 CW0896'FOR 7.0 MI. TO SNOW RANCH.  CONTINUE ON THE MAIN ROAD NW FOR
 CW0896'2.5 MI. TO ROAD FORKS.  TAKE THE LEFT FORK (LARGER ONE OF TWO)
 CW0896'AND GO 3.2 MI. TO A ROAD INTERSECTION FROM THE E.  PASS THROUGH
 CW0896'A STOCK GAP AND GO W-NW FOR 0.5 MI. TO THE TOP OF A HILL.
 CW0896'STATION IS LOCATED ABOUT 150 FT. ON THE N SIDE OF THE ROAD.
 CW0896
 CW0896                          STATION RECOVERY (1964)
 CW0896
 CW0896'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (FHB)
 CW0896'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 CW0896'IN GOOD CONDITION.  THE DESCRIPTION TO REACH THE STATION IS
 CW0896'ENTIRELY ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1711 ***********************************************************************
 FO1711  DESIGNATION -  BEARHEAD
 FO1711  PID         -  FO1711
 FO1711  STATE/COUNTY-  NM/SANDOVAL
 FO1711  USGS QUAD   -  CANADA (1993)
 FO1711
 FO1711                         *CURRENT SURVEY CONTROL
 FO1711  ___________________________________________________________________
 FO1711* NAD 83(1992)-  35 43 28.00557(N)    106 28 57.39753(W)     ADJUSTED  
 FO1711* NAVD 88     -      2655.9    (meters)    8714.     (feet)  VERTCON   
 FO1711  ___________________________________________________________________
 FO1711  LAPLACE CORR-          -3.94  (seconds)                    DEFLEC99
 FO1711  GEOID HEIGHT-         -19.54  (meters)                     GEOID03
 FO1711
 FO1711  HORZ ORDER  -  THIRD
 FO1711
 FO1711.The horizontal coordinates were established by classical geodetic methods
 FO1711.and adjusted by the National Geodetic Survey in December 1993..
 FO1711
 FO1711.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1711.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1711
 FO1711.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1711
 FO1711.The geoid height was determined by GEOID03.
 FO1711
 FO1711;                    North         East     Units Scale Factor Converg.
 FO1711;SPC NM C     -   523,966.395   478,956.354   MT  0.99990546   -0 08 08.9
 FO1711;SPC NM C     - 1,719,046.41  1,571,375.97   sFT  0.99990546   -0 08 08.9
 FO1711;UTM  13      - 3,954,399.316   365,907.739   MT  0.99982157   -0 51 56.9
 FO1711
 FO1711!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1711!SPC NM C     -   0.99958638  x   0.99990546  =   0.99949188
 FO1711!UTM  13      -   0.99958638  x   0.99982157  =   0.99940803
 FO1711
 FO1711                          SUPERSEDED SURVEY CONTROL
 FO1711
 FO1711  NAD 83(1992)-  35 43 28.01115(N)    106 28 57.39630(W) AD(       ) 3
 FO1711  NGVD 29 (04/06/92) 2654.8    (m)         8710.     (f) VERT ANG       
 FO1711
 FO1711.Superseded values are not recommended for survey control.
 FO1711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1711.See file dsdata.txt to determine how the superseded data were derived.
 FO1711
 FO1711_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV6590854399(NAD 83)
 FO1711_MARKER: DS = TRIANGULATION STATION DISK
 FO1711_SETTING: 0 = UNSPECIFIED SETTING
 FO1711_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FO1711
 FO1711  HISTORY     - Date     Condition        Report By
 FO1711  HISTORY     - 1931     MONUMENTED       USGS
 FO1711
 FO1711                          STATION DESCRIPTION
 FO1711
 FO1711'DESCRIBED BY US GEOLOGICAL SURVEY 1931
 FO1711'ON HIGHEST POINT OF BEARHEAD PEAK, ABOUT 2.5 MI. S. OF BLAND, A FIRE
 FO1711'LOOKOUT TOWER ABOUT 38 FT. HIGH.  ANIMALS CAN BE TAKEN TO TOP OVER
 FO1711'BLAND-PERALTA CANYON TRAIL, WHICH PASSES THROUGH A SADDLE ABOUT 0.25
 FO1711'MI. W. OF STATION.
 FO1711'
 FO1711'STATION RECOVERED IN 1949 BY USGS, NEW ROUTE DESCRIPTION AS FOLLOWS
 FO1711'
 FO1711'STATION CAN BE REACHED FROM POST NO. 390 OR WHAT IS COMMONLY KNOWN
 FO1711'AS BACK GATE AT LOS ALAMOS, NEW MEXICO, GO RIGHT (NW.) ON STATE
 FO1711'HIGHWAY 4, 11.0 MI. TO RD. FORK, THEN LEFT ON E. LEG OF TRIANGLE
 FO1711'FORMED BY RDS., AND OVER DEL NORTE PASS 8.0 MI. TO RD. JUNCTION
 FO1711'AND ABOUT 0.5 MI. BELOW BLAND.  THEN LEFT 0.2 MI. DOWN CANYON TO
 FO1711'MINING RD. ON RIGHT (THIS RD. CAN BE TRAVELED WITH JEEP OR A SMALL
 FO1711'VEHICLE WITH LOW TRANSMISSION), TURN RIGHT UP MINING RD. 1.2 MI. TO
 FO1711'SHARP BEND LEFT AT TOP OF CANYON, CONTINUE AROUND CURVE AND DOWN
 FO1711'CANYON 0.9 MI. TO SHARP BEND RIGHT AT POINT OF RIDGE, END OF TRUCK
 FO1711'TRAVEL (AT THIS POINT STATION CAN BE SEEN AT A DISTANCE OF ABOUT 3
 FO1711'MI. TO THE S.).  THERE ARE USFS TRAIL SIGNS INDICATING BEAR SPRINGS
 FO1711'AND PERALTA CANYON, PACK DOWN RIDGE TO PERALTA CANYON, DISTANCE OF
 FO1711'ABOUT 1.05 MI., THEN RIGHT UP PERALTA CANYON TO SADDLE, THEN LEFT
 FO1711'ALONG RIDGE TO HIGH POINT AND STATION SITE.  PACK TIME ABOUT 2-1/2
 FO1711'HOURS.
 FO1711'
 FO1711'STATION MARK--STANDARD BRONZE TABLET CEMENTED IN ROCK PLACED UNDER
 FO1711'CENTER OF FIRE LOOKOUT TOWER.
 FO1711'
 FO1711'REFERENCE MARK NO. 1--STANDARD BRONZE REFERENCE TABLET, 41.20 FT.
 FO1711'FROM STATION.
 FO1711'
 FO1711'REFERENCE MARK NO. 2--STANDARD REFERENCE TABLET, 40.90 FT. FROM
 FO1711'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0421 ***********************************************************************
 CX0421  CBN         -  This is a Cooperative Base Network Control Station.
 CX0421  DESIGNATION -  BEASLEY
 CX0421  PID         -  CX0421
 CX0421  STATE/COUNTY-  NM/DONA ANA
 CX0421  USGS QUAD   -  DAVIES TANK (1994)
 CX0421
 CX0421                         *CURRENT SURVEY CONTROL
 CX0421  ___________________________________________________________________
 CX0421* NAD 83(1992)-  32 17 28.40317(N)    106 24 02.20599(W)     ADJUSTED  
 CX0421* NAVD 88     -      1206.305  (meters)    3957.69   (feet)  ADJUSTED  
 CX0421  ___________________________________________________________________
 CX0421  X           -  -1,524,099.369 (meters)                     COMP
 CX0421  Y           -  -5,178,240.947 (meters)                     COMP
 CX0421  Z           -   3,388,406.022 (meters)                     COMP
 CX0421  LAPLACE CORR-          -1.30  (seconds)                    DEFLEC99
 CX0421  ELLIP HEIGHT-        1182.50  (meters)          (05/26/00) GPS OBS
 CX0421  GEOID HEIGHT-         -23.79  (meters)                     GEOID03
 CX0421  DYNAMIC HT  -        1204.486 (meters)    3951.72  (feet)  COMP
 CX0421  MODELED GRAV-     979,090.3   (mgal)                       NAVD 88
 CX0421
 CX0421  HORZ ORDER  -  A
 CX0421  VERT ORDER  -  FIRST     CLASS II
 CX0421  ELLP ORDER  -  SECOND    CLASS I
 CX0421
 CX0421.The horizontal coordinates were established by GPS observations
 CX0421.and adjusted by the National Geodetic Survey in May 2000..
 CX0421
 CX0421.The orthometric height was determined by differential leveling
 CX0421.and adjusted by the National Geodetic Survey in June 1991..
 CX0421
 CX0421.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CX0421
 CX0421.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX0421
 CX0421.The ellipsoidal height was determined by GPS observations
 CX0421.and is referenced to NAD 83.
 CX0421
 CX0421.The geoid height was determined by GEOID03.
 CX0421
 CX0421.The dynamic height is computed by dividing the NAVD 88
 CX0421.geopotential number by the normal gravity value computed on the
 CX0421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0421.degrees latitude (g = 980.6199 gals.).
 CX0421
 CX0421.The modeled gravity was interpolated from observed gravity values.
 CX0421
 CX0421;                    North         East     Units Scale Factor Converg.
 CX0421;SPC NM C     -   143,167.298   485,814.705   MT  0.99990248   -0 04 49.7
 CX0421;SPC NM C     -   469,708.04  1,593,877.08   sFT  0.99990248   -0 04 49.7
 CX0421;UTM  13      - 3,573,577.559   368,118.819   MT  0.99981448   -0 44 54.1
 CX0421
 CX0421!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX0421!SPC NM C     -   0.99981437  x   0.99990248  =   0.99971686
 CX0421!UTM  13      -   0.99981437  x   0.99981448  =   0.99962888
 CX0421
 CX0421|---------------------------------------------------------------------|
 CX0421| PID    Reference Object                     Distance      Geod. Az  |
 CX0421|                                                           dddmmss.s |
 CX0421| CC6048 BEASLEY RM 1                         23.906 METERS 07956     |
 CX0421| CC6047 GOODIN 3929 LWS 1 13                               1652744.2 |
 CX0421| CX0420 BEASLEY RM 3                         14.161 METERS 24337     |
 CX0421| CX0422 BEASLEY RM 2                         27.447 METERS 32548     |
 CX0421|---------------------------------------------------------------------|
 CX0421
 CX0421                          SUPERSEDED SURVEY CONTROL
 CX0421
 CX0421  NAD 83(1992)-  32 17 28.40705(N)    106 24 02.20821(W) AD(       ) 1
 CX0421  NAD 83(1986)-  32 17 28.41268(N)    106 24 02.20604(W) AD(       ) 1
 CX0421  NAD 27      -  32 17 28.06102(N)    106 24 00.24545(W) AD(       ) 1
 CX0421  NAVD 88 (05/26/00) 1206.31   (m)         3957.7    (f) LEVELING    3  
 CX0421  NGVD 29 (??/??/92) 1205.712  (m)         3955.74   (f) ADJ UNCH    1 2
 CX0421
 CX0421.Superseded values are not recommended for survey control.
 CX0421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0421.See file dsdata.txt to determine how the superseded data were derived.
 CX0421
 CX0421_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR6811973578(NAD 83)
 CX0421_MARKER: DS = TRIANGULATION STATION DISK
 CX0421_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX0421_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CX0421_STAMPING: BEASLEY 1943
 CX0421_MARK LOGO: CGS   
 CX0421_MAGNETIC: N = NO MAGNETIC MATERIAL
 CX0421_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX0421+STABILITY: SURFACE MOTION
 CX0421_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CX0421+SATELLITE: SATELLITE OBSERVATIONS - February 05, 1999
 CX0421
 CX0421  HISTORY     - Date     Condition        Report By
 CX0421  HISTORY     - 1943     MONUMENTED       CGS
 CX0421  HISTORY     - 1955     GOOD             AMS
 CX0421  HISTORY     - 1967     GOOD             CGS
 CX0421  HISTORY     - 1967     SEE DESCRIPTION  CGS
 CX0421  HISTORY     - 1967     GOOD             NGS
 CX0421  HISTORY     - 1969     GOOD             NGS
 CX0421  HISTORY     - 1986     GOOD
 CX0421  HISTORY     - 19990205 GOOD             NIMA
 CX0421
 CX0421                          STATION DESCRIPTION
 CX0421
 CX0421'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (EHB)
 CX0421'STATION IS LOCATED ABOUT 18-1/2 MILES W AND 5-1/2 MILES S OF
 CX0421'OROGRANDE, ABOUT 0.15 MILE S OF WATER TANK AT CAMP BEASLEY
 CX0421'(THERE ARE NO PERMANENT BUILDINGS AT THIS CAMP).
 CX0421'
 CX0421'STATION MARK IS A BRONZE STATION DISK SET IN THE TOP OF A
 CX0421'CEMENT POST WHICH PROJECTS ABOUT 4 INCHES ABOVE GROUND.  IT
 CX0421'IS STAMPED BEASLY 1943.
 CX0421'
 CX0421'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN THE TOP OF
 CX0421'A CONCRETE POST WHICH PROJECTS ABOUT 4 INCHES ABOVE GROUND.  IT
 CX0421'IS STAMPED BEASLY NO 1 1943.
 CX0421'
 CX0421'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN THE TOP OF A
 CX0421'CONCRETE POST WHICH PROJECTS ABOUT 4 INCHES ABOVE GROUND.  IT
 CX0421'IS STAMPED BEASLY NO 2 1943.
 CX0421'
 CX0421'AZIMUTH MARK IS ABOUT 2.2 MILES SSE OF THE STATION AND ABOUT
 CX0421'10 FEET E OF THE ROAD.  A 10-FOOT QUADRUPED SIGNAL IS OVER THE
 CX0421'MARK.  THE MARK IS A U.S.G.S. BENCH-MARK BRONZE TABLET IN THE
 CX0421'TOP OF A 3-INCH IRON PIPE WHICH PROJECTS ABOUT 8 INCHES ABOVE
 CX0421'GROUND.  IT IS STAMPED GOODIN 3929 LWS 1-13 1940.
 CX0421'
 CX0421'TO REACH FROM THE INTERSECTION OF NORTH PIEDRAS STREET AND
 CX0421'ALAMEDA AVENUE IN EL PASO, TEXAS, GO N ON U.S. HIGHWAY 54
 CX0421'FOR 5.5 MILES TO FORT BLISS FIRE STATION 4, ON LEFT, WHERE
 CX0421'HIGHWAY 54 TURNS RIGHT.  CONTINUE N ON HIGHWAY 54 FOR 2.5
 CX0421'MILES.  THENCE LEFT ON PAVED ROAD 9.3 MILES TO TEXAS-NEW MEXICO
 CX0421'STATE LINE.  CONTINUE ON SURFACED ROAD 10.0 MILES TO FORKS,
 CX0421'JUST E OF ARMY CAMP.  CONTINUE 0.15 MILE TO DIRT ROAD LEADING
 CX0421'RIGHT.  TURN RIGHT ON DIRT ROAD, CIRCLING TO RIGHT OF RIFLE
 CX0421'RANGE, FOR 11.6 MILES TO RANCH ON LEFT.  CONTINUE 0.35 MILE
 CX0421'TO AZIMUTH MARK (U.S.G.S. B.M.) JUST E OF ROAD.  KEEP
 CX0421'STRAIGHT AHEAD ON MAIN TRAVELED DIRT ROAD 2.25 MILES TO
 CX0421'STATION.  THE STATION IS ABOUT 60 FEET E OF FENCE CORNER
 CX0421'AND ABOUT 12 FEET N OF E-W FENCE.
 CX0421'
 CX0421'A 64-FOOT STEEL TOWER WAS USED FOR OBSERVATIONS.
 CX0421'
 CX0421'HEIGHT OF LIGHT ABOVE STATION MARK - 21 METERS.
 CX0421
 CX0421                          STATION RECOVERY (1955)
 CX0421
 CX0421'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1955
 CX0421'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.  IT IS 42
 CX0421'FEET E OF N-S FENCE, 66 FEET W OF CENTERLINE OF HIGHWAY, 680
 CX0421'FEET S OF SE CORNER OF CORRAL, 110 FEET SW OF W.S.P.G. SIGN
 CX0421'AND 12 FEET N OF A E-W FENCE.
 CX0421
 CX0421                          STATION RECOVERY (1967)
 CX0421
 CX0421'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (CND)
 CX0421'THE STATION MARK, STAMPED BEASLEY 1943, IS ABOUT 8.5 MILES
 CX0421'SOUTH ALONG WAR HIGHWAY 11 FROM THE WHITE SANDS MISSILE RANGE
 CX0421'HEADQUARTERS BUILDING, IN S 26, T 23 S, R 5 E, AT THE JUNCTION
 CX0421'OF THE HIGHWAY AND A DIRT ROAD, 69 FEET WEST OF THE CENTER OF THE
 CX0421'JUNCTION OF THE HIGHWAY AND THE ROAD, 69 FEET WEST OF THE
 CX0421'CENTER LINE OF THE HIGHWAY, 125 FEET WEST AND ACROSS THE HIGHWAY
 CX0421'FROM A TELEPHONE POLE, 8 FEET WEST OF AN OLD CONCRETE HEAD WALL
 CX0421'OF A CULVERT, ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY, AND
 CX0421'SET IN THE TOP OF A CONCRETE POST ABOUT LEVEL WITH THE
 CX0421'GROUND.
 CX0421'
 CX0421'R.M. 3, STAMPED BEASLEY NO 3 1943, IS 47 FEET SOUTHWEST OF THE
 CX0421'STATION MARK, 113 FEET WEST OF THE CENTER LINE OF THE HIGHWAY,
 CX0421'2-1/2 FEET NORTHEAST OF A FENCE POST, ABOUT 1-1/2 FEET BELOW
 CX0421'THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 CX0421'ABOUT LEVEL WITH THE GROUND.
 CX0421
 CX0421                          STATION RECOVERY (1967)
 CX0421
 CX0421'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (JCC)
 CX0421'THE STATION MARK, REFERENCE MARK NO. 2, AND GOODIN (USGS)
 CX0421'WHICH WAS USED AS THE AZIMUTH MARK WERE RECOVERED IN GOOD
 CX0421'CONDITION.  REFERENCE MARK NO. 1 COULD NOT BE FOUND AND IS
 CX0421'BELIEVED TO HAVE BEEN DESTROYED DURING ROAD CONSTRUCTION.  THE
 CX0421'DIRECTION TO THE AZIMUTH MARK WAS VERIFIED.  THE DIRECTION TO
 CX0421'REFERENCE MARK NO. 2 MISSED THE PREVIOUS DIRECTION BY SLIGHTLY
 CX0421'MORE THAN 3 MINUTES AND THE DISTANCE MISSED THE PREVIOUS
 CX0421'DISTANCE BY 0.03 FEET.  REFERENCE MARK NO. 3 WAS ESTABLISHED
 CX0421'BY THIS PARTY.
 CX0421'
 CX0421'THE FOLLOWING IS A NEW AND COMPLETE DESCRIPTION--
 CX0421'
 CX0421'THE STATION IS 22 MILES EAST OF LAS CRUCES, 18 MILES WEST AND
 CX0421'5 MILES SOUTH OF OROGRANDE, 7-1/2 MILES SOUTHEAST OF WHITE SANDS
 CX0421'MISSILE RANGE MAIN POST AREA AND ON THE WEST SIDE OF WSMR
 CX0421'RTE. 1.
 CX0421'
 CX0421'TO REACH THE STATION FROM HEADQUARTERS BUILDING AT W.S.M.R.
 CX0421'MAIN POST AREA, GO SOUTH AND SOUTHEAST ON WSMR RTE. 1 FOR 3.75
 CX0421'MILES TO A SECURITY CHECK STATION.  PASS THROUGH THE CHECK
 CX0421'STATION AND CONTINUE ON WSMR RTE. 1, SOUTHEAST AND SOUTH, FOR
 CX0421'4.2 MILES TO A SIDE ROAD AND A SIGN RANGE COMMAND DONA ANA 50
 CX0421'ON THE RIGHT.  CONTINUE SOUTH ON WSMR RTE. 1 FOR 0.6 MILE TO A
 CX0421'SIDE ROAD ON THE LEFT AND THE STATION ON THE RIGHT.
 CX0421'
 CX0421'THE STATION MARK, A STANDARD DISK STAMPED BEASLEY 1943, IS SET
 CX0421'IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 1 INCH ABOVE
 CX0421'THE SURFACE OF THE GROUND.  IT IS 67.5 FEET WEST OF THE CENTER
 CX0421'OF WSMR RTE. 1.
 CX0421'
 CX0421'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED BEASLEY NO 2 1943,
 CX0421'IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH IS FLUSH WITH THE
 CX0421'SURFACE OF THE GROUND.  IT IS 115 FEET WEST OF THE CENTER OF THE
 CX0421'ROAD, AND 0.5 FEET EAST OF AN OLD FENCE LINE.
 CX0421'
 CX0421'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED BEASLEY NO 3 1943,
 CX0421'IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 1 INCH
 CX0421'ABOVE THE SURFACE OF THE GROUND.  IT IS 110 FEET WEST OF THE
 CX0421'CENTER OF THE ROAD, AND 2.5 FEET NORTHEAST OF AN OLD CORNER
 CX0421'FENCE POST.
 CX0421'
 CX0421'THE AZIMUTH MARK, A STANDARD U.S. GEOLOGICAL SURVEY DISK STAMPED
 CX0421'GOODIN 1940 3929 LWS 1-13, IS SET IN THE TOP OF A SQUARE CONCRETE
 CX0421'POST WHICH PROJECTS 3 INCHES ABOVE THE SURFACE OF THE GROUND.  IT
 CX0421'IS 20 FEET EAST OF THE CENTER OF A DIM TRACK ROAD.
 CX0421'
 CX0421'TO REACH THE AZIMUTH MARK FROM THE STATION, CROSS TO THE
 CX0421'EAST SIDE OF THE ROAD, AND BEAR RIGHT AND GO SOUTH-SOUTHEAST ON
 CX0421'A VERY DIM TRACK ROAD FOR 2.2 MILES TO THE MARK ON THE LEFT, 0.35
 CX0421'MILES NORTH OF SMALL GROUP OF ABANDONED BUILDINGS.
 CX0421'
 CX0421'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7-1/2 MILES
 CX0421'SOUTHEAST OF WHITE SANDS MISSILE RANGE
 CX0421
 CX0421                          STATION RECOVERY (1967)
 CX0421
 CX0421'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 CX0421'8.5 MI S FROM W S M R HEADQUARTERS.
 CX0421'ABOUT 8.5 MILES SOUTH ALONG WAR HIGHWAY 11 FROM THE WHITE SANDS
 CX0421'MISSILE RANGE HEADQUARTERS BUILDING, IN S 26, T 23 S, R 5 E, AT THE
 CX0421'JUNCTION OF THE HIGHWAY AND A DIRT ROAD, 69 FEET WEST OF THE CENTER OF
 CX0421'THE JUNCTION OF THE HIGHWAY AND THE ROAD, 69 FEET WEST OF THE CENTER
 CX0421'LINE OF THE HIGHWAY, 125 FEET WEST AND ACROSS THE HIGHWAY FROM A
 CX0421'TELEPHONE POLE, 47 FEET NORTHEAST OF BEASLEY R.M. 3, 8 FEET WEST OF AN
 CX0421'OLD CONCRETE HEAD WALL OF A CULVERT, ABOUT 1 FOOT BELOW THE LEVEL OF
 CX0421'THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST ABOUT LEVEL WITH
 CX0421'THE GROUND.
 CX0421
 CX0421                          STATION RECOVERY (1969)
 CX0421
 CX0421'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 CX0421'RECOVERED IN GOOD CONDITION.
 CX0421
 CX0421                          STATION RECOVERY (1986)
 CX0421
 CX0421'RECOVERED 1986
 CX0421'RECOVERED IN GOOD CONDITION.
 CX0421
 CX0421                          STATION RECOVERY (1999)
 CX0421
 CX0421'RECOVERY NOTE BY NATIONAL IMAGERY + MAPPING AGENCY 1999 (MW)
 CX0421'THE STATION IS LOCATED ON THE FORT BLISS MILITARY RESERVATION, NEAR
 CX0421'STATE HIGHWAY 213 (AKA WAR ROAD) BETWEEN THE EL PASO GATE OF WHITE
 CX0421'SANDS MISSILE RANGE AND ANTHONY NM.  OWNERSHIP--FORT BLISS MILITARY
 CX0421'RESERVATION, TELEPHONE 915-568-2121, EL PASO TX.  TO REACH THE STATION
 CX0421'FROM THE JUNCTION OF STATE HIGHWAYS 404 AND 460, ABOUT 0.8 MI (1.3 KM)
 CX0421'EAST OF THE JUNCTION OF HIGHWAY 404 AND INTERSTATE HIGHWAY 10, GO EAST
 CX0421'ON HIGHWAY 404, FROM THE O MILE MARKER, FOR 8.8 MI (14.2 KM) TO THE
 CX0421'JUNCTION WITH HIGHWAY 213 (AKA WAR ROAD).  TURN LEFT, NORTHWEST, ON
 CX0421'HIGHWAY 213 AND GO 7.8 MI (12.6 KM) TO DONA ANA RANGE CAMP AND A SHARP
 CX0421'TURN IN HIGHWAY.  TURN RIGHT, NORTHEAST, ON HIGHWAY 213 FOR 13.1 MI
 CX0421'(21.1 KM) TO THE STATION ON THE LEFT.  THE STATION IS SET IN THE TOP
 CX0421'OF A CONCRETE MONUMENT THAT PROJECTS 0.05 M (0.16 FT) ABOVE GROUND.
 CX0421'LOCATED 20.6 M (67.6 FT) WEST OF THE CENTERLINE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0460 ***********************************************************************
 FN0460  DESIGNATION -  BEASLEY
 FN0460  PID         -  FN0460
 FN0460  STATE/COUNTY-  NM/QUAY
 FN0460  USGS QUAD   -  MONTOYA (1964)
 FN0460
 FN0460                         *CURRENT SURVEY CONTROL
 FN0460  ___________________________________________________________________
 FN0460* NAD 83(1992)-  35 03 41.51322(N)    104 02 37.00439(W)     ADJUSTED  
 FN0460* NAVD 88     -      1622.2    (meters)    5322.     (feet)  VERTCON   
 FN0460  ___________________________________________________________________
 FN0460  LAPLACE CORR-          -1.23  (seconds)                    DEFLEC99
 FN0460  GEOID HEIGHT-         -23.01  (meters)                     GEOID03
 FN0460
 FN0460  HORZ ORDER  -  SECOND
 FN0460
 FN0460.The horizontal coordinates were established by classical geodetic methods
 FN0460.and adjusted by the National Geodetic Survey in December 1993..
 FN0460
 FN0460.The NAVD 88 height was computed by applying the VERTCON shift value to
 FN0460.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FN0460
 FN0460.The Laplace correction was computed from DEFLEC99 derived deflections.
 FN0460
 FN0460.The geoid height was determined by GEOID03.
 FN0460
 FN0460;                    North         East     Units Scale Factor Converg.
 FN0460;SPC NM E     -   450,442.379   191,425.922   MT  0.99991769   +0 09 59.2
 FN0460;SPC NM E     - 1,477,826.37    628,036.55   sFT  0.99991769   +0 09 59.2
 FN0460;UTM  13      - 3,880,284.839   587,207.965   MT  0.99969373   +0 32 58.0
 FN0460
 FN0460!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FN0460!SPC NM E     -   0.99974905  x   0.99991769  =   0.99966676
 FN0460!UTM  13      -   0.99974905  x   0.99969373  =   0.99944286
 FN0460
 FN0460|---------------------------------------------------------------------|
 FN0460| PID    Reference Object                     Distance      Geod. Az  |
 FN0460|                                                           dddmmss.s |
 FN0460| CJ6604 BEASLEY RM 1                          7.599 METERS 11455     |
 FN0460| CJ6603 BEASLEY AZ MK                                      2790710.1 |
 FN0460| FN0472 MESA RICA FAA MICROWAVE MAST        APPROX.24.4 KM 3230746.8 |
 FN0460| CJ6605 BEASLEY RM 2                          7.346 METERS 34200     |
 FN0460|---------------------------------------------------------------------|
 FN0460
 FN0460                          SUPERSEDED SURVEY CONTROL
 FN0460
 FN0460  NAD 83(1986)-  35 03 41.52172(N)    104 02 36.99890(W) AD(       ) 2
 FN0460  NAD 27      -  35 03 41.30660(N)    104 02 35.10020(W) AD(       ) 2
 FN0460  NGVD 29 (07/19/86) 1621.5    (m)         5320.     (f) VERT ANG       
 FN0460
 FN0460.Superseded values are not recommended for survey control.
 FN0460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0460.See file dsdata.txt to determine how the superseded data were derived.
 FN0460
 FN0460_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEU8720880285(NAD 83)
 FN0460_MARKER: DS = TRIANGULATION STATION DISK
 FN0460_SETTING: 0 = UNSPECIFIED SETTING
 FN0460
 FN0460  HISTORY     - Date     Condition        Report By
 FN0460  HISTORY     - 1960     MONUMENTED       CGS
 FN0460  HISTORY     - 1972     GOOD             NGS
 FN0460
 FN0460                          STATION DESCRIPTION
 FN0460
 FN0460'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (HWK)
 FN0460'THE STATION IS APPROXIMATELY 3 MILES SOUTHEAST OF MONTOYA,
 FN0460'ON THE WEST END OF A HIGH, FLAT TOPPED MESA, ON PROPERTY
 FN0460'OWNED BY MR. H.W. BEASLEY.
 FN0460'
 FN0460'TO REACH THE STATION FROM THE POST OFFICE IN MONTOYA, GO
 FN0460'EAST ON U.S. HIGHWAY 66 FOR 0.2 MILE TO A SIDE ROAD ON THE
 FN0460'RIGHT JUST BEFORE REACHING A GAS STATION AND STORE ON THE
 FN0460'RIGHT.  TURN RIGHT AND GO SOUTH ON A DIRT ROAD 0.1 MILE TO
 FN0460'A BOARD GATE.  PASS THROUGH THE BOARD GATE AND GO EAST AND
 FN0460'SOUTH ON A BLADED ROAD 0.4 MILE TO A WIRE GATE.  PASS THROUGH
 FN0460'THE GATE AND GO SOUTHERLY 0.6 MILE TO A WIRE GATE.  PASS
 FN0460'THROUGH THE GATE AND CONTINUE SOUTHERLY ON THE BLADED ROAD
 FN0460'1.5 MILES TO A WIRE GATE JUST EAST OF A BARN.  CONTINUE SOUTH
 FN0460'AROUND THE SOUTH SIDE OF A FENCE CORNER 0.05 MILE TO A DIM
 FN0460'FORK.  BEAR LEFT ON A DIM TRACK 0.05 MILE, THEN BEAR RIGHT
 FN0460'TOWARD MESA, THEN GO EAST UP THE SIDE OF THE MESA ON A
 FN0460'BLADED ROAD 2.2 MILES TO THE TOP OF THE MESA.  BEAR RIGHT
 FN0460'AND GO WEST ALONG THE TOP OF THE MESA ON A TRACK ROAD 0.4
 FN0460'MILE TO A FENCE.  CONTINUE ABOUT 100 FEET TO A DIM FORK.  BEAR
 FN0460'RIGHT AND CONTINUE WEST ALONG THE TOP OF THE MESA, PICKING WAY
 FN0460'THROUGH BRUSH AND TREES 1.4 MILES TO THE WEST END OF THE
 FN0460'MESA AND THE STATION.  A FOUR-WHEEL DRIVE TRUCK REQUIRED.
 FN0460'
 FN0460'STATION MARKS ARE STANDARD DISKS STAMPED BEASLEY 1960.  THE
 FN0460'SURFACE DISK IS BRAZED TO THE TOP OF A 2-INCH CAST IRON PIPE
 FN0460'WHICH PROJECTS 6 INCHES.  IT IS 28 FEET NORTH OF THE SOUTHWEST
 FN0460'RIM OF THE MESA.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR
 FN0460'MASS OF CONCRETE 19 INCHES BELOW THE SURFACE OF THE GROUND.
 FN0460'
 FN0460'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED BEASLEY NO 1 1960,
 FN0460'IS BRAZED TO THE TOP OF A 2-INCH CAST IRON PIPE WHICH PROJECTS
 FN0460'6 INCHES.  IT IS 30 FEET NORTHEAST OF THE SOUTHWEST RIM OF
 FN0460'THE MESA.
 FN0460'
 FN0460'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED BEASLEY NO 2
 FN0460'1960, IS BRAZED TO THE TOP OF A 2-INCH CAST IRON PIPE WHICH
 FN0460'PROJECTS 6 INCHES.  IT IS 29 FEET NORTHEAST OF THE SOUTHWEST
 FN0460'RIM OF THE MESA.
 FN0460'
 FN0460'AZIMUTH MARK IS A STANDARD DISK STAMPED BEASLEY 1960, BRAZED
 FN0460'TO THE TOP OF A 2-INCH CAST IRON PIPE WHICH PROJECTS 6 INCHES.
 FN0460'IT IS 63 FEET SOUTHWEST OF A POWER POLE, 30 FEET EAST OF
 FN0460'THE CENTER OF A DIRT ROAD, 1.4 FEET EAST OF A METAL WITNESS
 FN0460'POST AND 1 FOOT EAST OF A FENCE.
 FN0460'
 FN0460'TO REACH THE AZIMUTH MARK FROM THE POST OFFICE IN MONTOYA, GO
 FN0460'WEST ON HIGHWAY 66 FOR 0.4 MILE TO A SIDE ROAD ON THE LEFT.
 FN0460'TURN LEFT AND GO SOUTH ON A DIRT ROAD 2.0 MILE TO THE AZIMUTH
 FN0460'MARK ON THE LEFT.
 FN0460'
 FN0460'NOTE--REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
 FN0460
 FN0460                          STATION RECOVERY (1972)
 FN0460
 FN0460'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (CWW)
 FN0460'STATION WAS RECOVERED AS PREVIOUSLY DESCRIBED AND ALL MARKS
 FN0460'WERE FOUND IN GOOD CONDITION.
 FN0460'
 FN0460'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES
 FN0460'SOUTHEAST OF MONTOYA
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0422 ***********************************************************************
 CX0422  DESIGNATION -  BEASLEY RM 2
 CX0422  PID         -  CX0422
 CX0422  STATE/COUNTY-  NM/DONA ANA
 CX0422  USGS QUAD   -  DAVIES TANK (1994)
 CX0422
 CX0422                         *CURRENT SURVEY CONTROL
 CX0422  ___________________________________________________________________
 CX0422* NAD 83(1986)-  32 17 28.     (N)    106 24 02.     (W)     SCALED    
 CX0422* NAVD 88     -      1206.315  (meters)    3957.72   (feet)  ADJUSTED  
 CX0422  ___________________________________________________________________
 CX0422  GEOID HEIGHT-         -23.79  (meters)                     GEOID03
 CX0422  DYNAMIC HT  -        1204.496 (meters)    3951.75  (feet)  COMP
 CX0422  MODELED GRAV-     979,090.3   (mgal)                       NAVD 88
 CX0422
 CX0422  VERT ORDER  -  SECOND    CLASS 0
 CX0422
 CX0422.The horizontal coordinates were scaled from a topographic map and have
 CX0422.an estimated accuracy of +/- 6 seconds.
 CX0422
 CX0422.The orthometric height was determined by differential leveling
 CX0422.and adjusted by the National Geodetic Survey in June 1991..
 CX0422
 CX0422.The geoid height was determined by GEOID03.
 CX0422
 CX0422.The dynamic height is computed by dividing the NAVD 88
 CX0422.geopotential number by the normal gravity value computed on the
 CX0422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0422.degrees latitude (g = 980.6199 gals.).
 CX0422
 CX0422.The modeled gravity was interpolated from observed gravity values.
 CX0422
 CX0422;                    North         East    Units  Estimated Accuracy
 CX0422;SPC NM C     -   143,160.      485,820.      MT  (+/- 180 meters Scaled)
 CX0422
 CX0422                          SUPERSEDED SURVEY CONTROL
 CX0422
 CX0422  NGVD 29 (??/??/92) 1205.722  (m)         3955.77   (f) ADJ UNCH    2 0
 CX0422
 CX0422.Superseded values are not recommended for survey control.
 CX0422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0422.See file dsdata.txt to determine how the superseded data were derived.
 CX0422
 CX0422_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR681735(NAD 83)
 CX0422_MARKER: DR = REFERENCE MARK DISK
 CX0422_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CX0422_SP_SET: MONUMENT
 CX0422_STAMPING: BEASLEY NO 2 1943
 CX0422_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX0422
 CX0422  HISTORY     - Date     Condition        Report By
 CX0422  HISTORY     - 1943     MONUMENTED       CGS
 CX0422  HISTORY     - 1967     GOOD             NGS
 CX0422
 CX0422                          STATION DESCRIPTION
 CX0422
 CX0422'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 CX0422'8.3 MI S FROM WHITE SANDS MISSILE RANGE.
 CX0422'8.7 MILES SOUTH ALONG WAR HIGHWAY 11 FROM WHITE SANDS MISSILE RANGE
 CX0422'HEADQUARTERS.  IT IS 110 FEET WEST OF THE CENTERLINE OF WAR HIGHWAY
 CX0422'11, 88 FEET NORTH NORTHWEST OF A METAL WITNESS SIGN, 1 FOOT EAST OF A
 CX0422'FENCELINE AND SET IN THE TOP OF A CONCRETE MONUMENT THAT IS 12-INCHES
 CX0422'IN DIAMETER AND FLUSH WITH THE GROUND.  IT IS ABOUT THE SAME ELEVATION
 CX0422'AS THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0420 ***********************************************************************
 CX0420  DESIGNATION -  BEASLEY RM 3
 CX0420  PID         -  CX0420
 CX0420  STATE/COUNTY-  NM/DONA ANA
 CX0420  USGS QUAD   -  DAVIES TANK (1994)
 CX0420
 CX0420                         *CURRENT SURVEY CONTROL
 CX0420  ___________________________________________________________________
 CX0420* NAD 83(1986)-  32 17 27.     (N)    106 24 02.     (W)     SCALED    
 CX0420* NAVD 88     -      1206.350  (meters)    3957.83   (feet)  ADJUSTED  
 CX0420  ___________________________________________________________________
 CX0420  GEOID HEIGHT-         -23.79  (meters)                     GEOID03
 CX0420  DYNAMIC HT  -        1204.531 (meters)    3951.87  (feet)  COMP
 CX0420  MODELED GRAV-     979,090.3   (mgal)                       NAVD 88
 CX0420
 CX0420  VERT ORDER  -  FIRST     CLASS II
 CX0420
 CX0420.The horizontal coordinates were scaled from a topographic map and have
 CX0420.an estimated accuracy of +/- 6 seconds.
 CX0420
 CX0420.The orthometric height was determined by differential leveling
 CX0420.and adjusted by the National Geodetic Survey in June 1991..
 CX0420
 CX0420.The geoid height was determined by GEOID03.
 CX0420
 CX0420.The dynamic height is computed by dividing the NAVD 88
 CX0420.geopotential number by the normal gravity value computed on the
 CX0420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0420.degrees latitude (g = 980.6199 gals.).
 CX0420
 CX0420.The modeled gravity was interpolated from observed gravity values.
 CX0420
 CX0420;                    North         East    Units  Estimated Accuracy
 CX0420;SPC NM C     -   143,120.      485,820.      MT  (+/- 180 meters Scaled)
 CX0420
 CX0420                          SUPERSEDED SURVEY CONTROL
 CX0420
 CX0420  NGVD 29 (??/??/92) 1205.757  (m)         3955.89   (f) ADJ UNCH    1 2
 CX0420
 CX0420.Superseded values are not recommended for survey control.
 CX0420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0420.See file dsdata.txt to determine how the superseded data were derived.
 CX0420
 CX0420_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR681735(NAD 83)
 CX0420_MARKER: DR = REFERENCE MARK DISK
 CX0420_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX0420_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CX0420_STAMPING: BEASLEY NO 3 1943
 CX0420_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX0420+STABILITY: SURFACE MOTION
 CX0420
 CX0420  HISTORY     - Date     Condition        Report By
 CX0420  HISTORY     - 1967     MONUMENTED       CGS
 CX0420  HISTORY     - 1967     GOOD             NGS
 CX0420  HISTORY     - 1969     GOOD             NGS
 CX0420
 CX0420                          STATION DESCRIPTION
 CX0420
 CX0420'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 CX0420'8.5 MI S FROM W S M R HEADQUARTERS.
 CX0420'ABOUT 8.5 MILES SOUTH ALONG WAR HIGHWAY 11 FROM THE WHITE SANDS
 CX0420'MISSILE RANGE HEADQUARTERS BUILDING, IN S 26, T 23 S, R 5 E, 113 FEET
 CX0420'WEST OF THE CENTER LINE OF THE HIGHWAY, 47 FEET SOUTHWEST OF BEASLEY
 CX0420'1943, 2 1/2 FEET NORTHEAST OF A FENCE POST, ABOUT 1 1/2 FEET BELOW THE
 CX0420'LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST ABOUT
 CX0420'LEVEL WITH THE GROUND.
 CX0420
 CX0420                          STATION RECOVERY (1969)
 CX0420
 CX0420'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 CX0420'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GO0239 ***********************************************************************
 GO0239  DESIGNATION -  BEAUTIFUL
 GO0239  PID         -  GO0239
 GO0239  STATE/COUNTY-  NM/SAN JUAN
 GO0239  USGS QUAD   -  SANOSTEE WEST (1966)
 GO0239
 GO0239                         *CURRENT SURVEY CONTROL
 GO0239  ___________________________________________________________________
 GO0239* NAD 83(1992)-  36 28 16.71666(N)    109 00 00.91278(W)     ADJUSTED  
 GO0239* NAVD 88     -      2862.7    (meters)    9392.     (feet)  VERTCON   
 GO0239  ___________________________________________________________________
 GO0239  LAPLACE CORR-          -6.27  (seconds)                    DEFLEC99
 GO0239  GEOID HEIGHT-         -19.94  (meters)                     GEOID03
 GO0239
 GO0239  HORZ ORDER  -  THIRD
 GO0239
 GO0239.The horizontal coordinates were established by classical geodetic methods
 GO0239.and adjusted by the National Geodetic Survey in December 1993..
 GO0239
 GO0239.The NAVD 88 height was computed by applying the VERTCON shift value to
 GO0239.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GO0239
 GO0239.The Laplace correction was computed from DEFLEC99 derived deflections.
 GO0239
 GO0239.The geoid height was determined by GEOID03.
 GO0239
 GO0239;                    North         East     Units Scale Factor Converg.
 GO0239;SPC NM W     -   607,449.020   725,422.353   MT  1.00005137   -0 41 37.3
 GO0239;SPC NM W     - 1,992,938.99  2,379,989.84   sFT  1.00005137   -0 41 37.3
 GO0239;UTM  12      - 4,038,084.664   679,164.635   MT  0.99999550   +1 11 20.4
 GO0239
 GO0239!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GO0239!SPC NM W     -   0.99955405  x   1.00005137  =   0.99960540
 GO0239!UTM  12      -   0.99955405  x   0.99999550  =   0.99954955
 GO0239
 GO0239:                Primary Azimuth Mark                     Grid Az
 GO0239:SPC NM W     -  LUKA                                     282 14 41.7
 GO0239:UTM  12      -  LUKA                                     280 21 44.0
 GO0239
 GO0239|---------------------------------------------------------------------|
 GO0239| PID    Reference Object                     Distance      Geod. Az  |
 GO0239|                                                           dddmmss.s |
 GO0239| GO0259 LUKA                                APPROX.18.1 KM 2813304.4 |
 GO0239|---------------------------------------------------------------------|
 GO0239
 GO0239                          SUPERSEDED SURVEY CONTROL
 GO0239
 GO0239  NAD 83(1992)-  36 28 16.71648(N)    109 00 00.91337(W) AD(       ) 3
 GO0239  NAD 83(1986)-  36 28 16.71369(N)    109 00 00.91946(W) AD(       ) 3
 GO0239  NGVD 29 (08/22/88) 2861.5    (m)         9388.     (f) VERT ANG       
 GO0239
 GO0239.Superseded values are not recommended for survey control.
 GO0239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GO0239.See file dsdata.txt to determine how the superseded data were derived.
 GO0239
 GO0239_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXF7916538085(NAD 83)
 GO0239_MARKER: DS = TRIANGULATION STATION DISK
 GO0239_SETTING: 0 = UNSPECIFIED SETTING
 GO0239_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GO0239
 GO0239  HISTORY     - Date     Condition        Report By
 GO0239  HISTORY     - 1952     MONUMENTED       USGS
 GO0239  HISTORY     - 1955     GOOD             USGS
 GO0239
 GO0239                          STATION DESCRIPTION
 GO0239
 GO0239'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 GO0239'LOCATED ABOUT 30 FT SW. OF SHIPROCK.  ON HIGHEST CONICAL SUMMIT ON
 GO0239'SOUTHWEST END OF BEAUTIFUL MOUNTAIN.
 GO0239'
 GO0239'STATION REACHED BY HELICOPTER.
 GO0239'
 GO0239'STATION MARK--STANDARD TABLET STAMPED---BEAUTIFUL 1952---.
 GO0239'
 GO0239'RM 1--COPPER NAIL AND WASHER.
 GO0239'
 GO0239'RM 2--COPPER NAIL AND WASHER.
 GO0239
 GO0239                          STATION RECOVERY (1955)
 GO0239
 GO0239'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 GO0239'DESCRIBED BY USGS IN 1952.  RMS NOT FOUND.  NEW RMS SET.
 GO0239'
 GO0239'RM 1--CHISELED SQUARE IN ROCK.
 GO0239'
 GO0239'RM 2--CHISELED SQUARE IN ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0664 ***********************************************************************
 DT0664  DESIGNATION -  BEAVERHEAD
 DT0664  PID         -  DT0664
 DT0664  STATE/COUNTY-  NM/CATRON
 DT0664  USGS QUAD   -  SPRING CANYON (1967)
 DT0664
 DT0664                         *CURRENT SURVEY CONTROL
 DT0664  ___________________________________________________________________
 DT0664* NAD 83(1992)-  33 25 42.81159(N)    108 03 30.11613(W)     ADJUSTED  
 DT0664* NAVD 88     -      2250.2    (meters)    7383.     (feet)  VERTCON   
 DT0664  ___________________________________________________________________
 DT0664  LAPLACE CORR-           1.99  (seconds)                    DEFLEC99
 DT0664  GEOID HEIGHT-         -22.42  (meters)                     GEOID03
 DT0664
 DT0664  HORZ ORDER  -  FIRST
 DT0664
 DT0664.The horizontal coordinates were established by classical geodetic methods
 DT0664.and adjusted by the National Geodetic Survey in December 1993..
 DT0664
 DT0664.The NAVD 88 height was computed by applying the VERTCON shift value to
 DT0664.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DT0664
 DT0664.The Laplace correction was computed from DEFLEC99 derived deflections.
 DT0664
 DT0664.The geoid height was determined by GEOID03.
 DT0664
 DT0664;                    North         East     Units Scale Factor Converg.
 DT0664;SPC NM W     -   269,304.632   809,073.992   MT  0.99992206   -0 07 26.3
 DT0664;SPC NM W     -   883,543.61  2,654,436.92   sFT  0.99992206   -0 07 26.3
 DT0664;UTM  12      - 3,702,668.592   773,506.637   MT  1.00052237   +1 37 17.6
 DT0664;UTM  13      - 3,702,982.062   215,635.954   MT  1.00059707   -1 41 09.5
 DT0664
 DT0664!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DT0664!SPC NM W     -   0.99965038  x   0.99992206  =   0.99957247
 DT0664!UTM  12      -   0.99965038  x   1.00052237  =   1.00017257
 DT0664!UTM  13      -   0.99965038  x   1.00059707  =   1.00024724
 DT0664
 DT0664|---------------------------------------------------------------------|
 DT0664| PID    Reference Object                     Distance      Geod. Az  |
 DT0664|                                                           dddmmss.s |
 DT0664| CD1574 BEAVERHEAD RM 1                       7.343 METERS 02203     |
 DT0664| CD1575 BEAVERHEAD RM 2                      16.481 METERS 11719     |
 DT0664| CD1573 BEAVERHEAD AZ MK                                   2524112.8 |
 DT0664|---------------------------------------------------------------------|
 DT0664
 DT0664                          SUPERSEDED SURVEY CONTROL
 DT0664
 DT0664  NAD 83(1986)-  33 25 42.81388(N)    108 03 30.11755(W) AD(       ) 1
 DT0664  NAD 27      -  33 25 42.57239(N)    108 03 27.94433(W) AD(       ) 1
 DT0664  NGVD 29 (07/19/86) 2249.2    (m)         7379.     (f) VERT ANG       
 DT0664
 DT0664.Superseded values are not recommended for survey control.
 DT0664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0664.See file dsdata.txt to determine how the superseded data were derived.
 DT0664
 DT0664_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYC7350702669(NAD 83)
 DT0664_MARKER: DD = SURVEY DISK
 DT0664_SETTING: 80 = SET IN A BOULDER
 DT0664_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 DT0664
 DT0664  HISTORY     - Date     Condition        Report By
 DT0664  HISTORY     - 1945     MONUMENTED       CGS
 DT0664  HISTORY     - 1966     GOOD             CGS
 DT0664
 DT0664                          STATION DESCRIPTION
 DT0664
 DT0664'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (RAM)
 DT0664'STATION IS LOCATED ABOUT 4 MILES, AIR LINE, E OF THE BEAVERHEAD
 DT0664'RANGER STATION AND 100 YARDS N OF THE BEAVERHEAD-WINSTON
 DT0664'ROAD.  IT IS ON THE HIGHEST PART OF A LOW, TREE-COVERED
 DT0664'RIDGE.
 DT0664'
 DT0664'TO REACH THE STATION FROM THE ENTRANCE TO THE BEAVERHEAD
 DT0664'RANGER STATION, GO S ON THE GRADED ROAD FOR 2.5 MILES TO A
 DT0664'FORK.  TAKE THE LEFT FORK AND GO 4.1 MILES TO THE AZIMUTH
 DT0664'MARK ON THE LEFT (N).  CONTINUE FOR 0.35 MILE TO THE TOP
 DT0664'OF A SMALL HILL AND A RIDGE COMING IN FROM THE W.  TURN
 DT0664'SHARPLY TO THE LEFT AND GO W ON THE TOP OF THE RIDGE FOR 0.1
 DT0664'MILE TO THE STATION.
 DT0664'
 DT0664'THE STATION IS LOCATED 6 FEET NE OF A 4-INCH SQUARE WHITE
 DT0664'WITNESS POST WHICH IS WIRED TO A PINE TREE.  IT IS MARKED BY
 DT0664'A BRONZE STATION DISK STAMPED BEAVERHEAD 1945 AND CEMENTED
 DT0664'IN A DRILL HOLE IN A BOULDER WHICH PROJECTS 10 INCHES ABOVE
 DT0664'THE GROUND.
 DT0664'
 DT0664'REFERENCE MARK 1 IS NNE OF THE STATION AND 1-3/4 FEET LOWER.
 DT0664'IT IS MARKED BY A BRONZE REFERENCE DISK STAMPED BEAVERHEAD
 DT0664'NO 1 1945 AND CEMENTED IN A DRILL HOLE IN A BOULDER WHICH
 DT0664'PROJECTS 2 INCHES ABOVE THE GROUND.
 DT0664'
 DT0664'REFERENCE MARK 2 IS ESE OF THE STATION AND 1-1/2 FEET LOWER.
 DT0664'IT IS MARKED BY A BRONZE REFERENCE DISK STAMPED BEAVERHEAD
 DT0664'NO 2 1945 AND CEMENTED IN A DRILL HOLE IN A BOULDER WHICH
 DT0664'PROJECTS 3 INCHES ABOVE THE GROUND.
 DT0664'
 DT0664'THE AZIMUTH MARK IS 1/4 MILE WSW OF THE STATION, 15 FEET N
 DT0664'OF THE CENTER OF THE GRADED BEAVERHEAD-WINSTON ROAD, AND 6
 DT0664'FEET ENE OF A 4-INCH SQUARE WHITE WITNESS POST.  IT IS MARKED
 DT0664'BY A BRONZE AZIMUTH DISK STAMPED BEAVERHEAD 1945 AND CEMENTED
 DT0664'IN A DRILL HOLE IN A BOULDER WHICH PROJECTS 3 INCHES ABOVE
 DT0664'THE GROUND.
 DT0664
 DT0664                          STATION RECOVERY (1966)
 DT0664
 DT0664'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JWC)
 DT0664'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND TO BE IN
 DT0664'GOOD CONDITION.  THE 1945 ROUTE TO THE STATION IS NO LONGER
 DT0664'ADEQUATE.
 DT0664'
 DT0664'A COMPLETE NEW DESCRIPTION FOLLOWS--
 DT0664'
 DT0664'THE STATION IS ABOUT 15 MILES NORTH OF THE CATRON-GRANT COUNTY
 DT0664'LINE, 4 MILES EAST OF THE BEAVERHEAD RANGER STATION, ON THE
 DT0664'HIGHEST POINT AND NEAR THE NORTHWEST END OF A NORTHWEST-SOUTHEAST,
 DT0664'WOODED RIDGE ABOUT 100 YARDS NORTH AND 200 FEET HIGHER IN
 DT0664'ELEVATION THAN STATE ROUTE 59.
 DT0664'
 DT0664'TO REACH THE STATION FROM THE NEW BEAVERHEAD RANGER STATION,
 DT0664'GO EAST ON A GRAVELED ROAD FOR 0.05 MILE TO A FORK.  TAKE
 DT0664'THE LEFT FORK AND GO EASTERLY ON STATE ROUTE 59 FOR 3.9 MILES
 DT0664'TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE EASTERLY FOR 0.35
 DT0664'MILE TO THE SUMMIT OF THE RIDGE.  TURN SHARP LEFT AND GO
 DT0664'NORTHWEST ALONG THE TOP OF THE RIDGE FOR 0.1 MILE TO THE
 DT0664'STATION.
 DT0664'
 DT0664'THE STATION MARK IS A STANDARD DISK, STAMPED BEAVERHEAD 1945,
 DT0664'CEMENTED IN A DRILL HOLE IN A 2 X 2 FOOT BOULDER THAT PROJECTS
 DT0664'10 INCHES ABOVE THE GROUND.  IT IS 32 FEET SOUTHWEST OF A
 DT0664'TREE HAVING A TRIANGLE BLAZE ON THE SOUTH SIDE AND 6 FEET
 DT0664'NORTHEAST OF A WITNESS POST.
 DT0664'
 DT0664'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BEAVERHEAD NO 1
 DT0664'1945, CEMENTED IN A DRILL HOLE IN A 1 X 2 FOOT BOULDER THAT
 DT0664'PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS 30 FEET NORTH-NORTHEAST
 DT0664'OF THE WITNESS POST, 10 FEET SOUTH OF THE TREE AND ABOUT 2
 DT0664'FEET LOWER IN ELEVATION THAN THE STATION MARK.
 DT0664'
 DT0664'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BEAVERHEAD NO
 DT0664'2 1945, CEMENTED IN A DRILL HOLE IN A 6 X 12 INCH BOULDER
 DT0664'THAT PROJECTS 3 INCHES.  IT IS 55 FEET SOUTHEAST OF THE WITNESS
 DT0664'POST, 70 FEET SOUTH OF THE TREE AND ABOUT 1 FOOT LOWER IN
 DT0664'ELEVATION THAN THE STATION MARK.
 DT0664'
 DT0664'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED BEAVERHEAD 1945,
 DT0664'CEMENTED IN A DRILL HOLE IN A BOULDER THAT IS NOW 6 INCHES
 DT0664'BELOW THE SURFACE OF THE GROUND.  IT IS 20 FEET NORTH OF THE
 DT0664'CENTERLINE OF STATE ROUTE 59 AND 7 FEET SOUTH OF A TREE HAVING
 DT0664'A TRIANGLE BLAZE ON THE SOUTH SIDE.
 DT0664'
 DT0664'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4-1/2 MILES
 DT0664'EAST OF BEAVERHEAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS1141 ***********************************************************************
 DS1141  DESIGNATION -  BECK RESET
 DS1141  PID         -  DS1141
 DS1141  STATE/COUNTY-  NM/SOCORRO
 DS1141  USGS QUAD   -  TRINITY SITE (1981)
 DS1141
 DS1141                         *CURRENT SURVEY CONTROL
 DS1141  ___________________________________________________________________
 DS1141* NAD 83(1992)-  33 43 25.70542(N)    106 28 13.07071(W)     ADJUSTED  
 DS1141* NAVD 88     -      1542.25   (+/-2cm)    5059.9    (feet)  VERTCON   
 DS1141  ___________________________________________________________________
 DS1141  LAPLACE CORR-           8.11  (seconds)                    DEFLEC99
 DS1141  GEOID HEIGHT-         -21.94  (meters)                     GEOID03
 DS1141
 DS1141  HORZ ORDER  -  FIRST
 DS1141  VERT ORDER  -  THIRD ? (See Below)
 DS1141
 DS1141.The horizontal coordinates were established by classical geodetic methods
 DS1141.and adjusted by the National Geodetic Survey in December 1993..
 DS1141
 DS1141.The NAVD 88 height was computed by applying the VERTCON shift value to
 DS1141.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DS1141.The vertical order pertains to the NGVD 29 superseded value.
 DS1141
 DS1141.The Laplace correction was computed from DEFLEC99 derived deflections.
 DS1141
 DS1141.The geoid height was determined by GEOID03.
 DS1141
 DS1141;                    North         East     Units Scale Factor Converg.
 DS1141;SPC NM C     -   302,043.412   479,584.261   MT  0.99990514   -0 07 20.3
 DS1141;SPC NM C     -   990,954.09  1,573,436.03   sFT  0.99990514   -0 07 20.3
 DS1141;UTM  13      - 3,732,503.450   363,777.578   MT  0.99982877   -0 48 59.1
 DS1141
 DS1141!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS1141!SPC NM C     -   0.99976139  x   0.99990514  =   0.99966655
 DS1141!UTM  13      -   0.99976139  x   0.99982877  =   0.99959020
 DS1141
 DS1141|---------------------------------------------------------------------|
 DS1141| PID    Reference Object                     Distance      Geod. Az  |
 DS1141|                                                           dddmmss.s |
 DS1141| CD1579 BECK RM 1                            14.171 METERS 15130     |
 DS1141| CD1580 BECK RM 2                            13.465 METERS 24220     |
 DS1141| CD1578 BECK AZ MK                                         3040626.9 |
 DS1141|---------------------------------------------------------------------|
 DS1141
 DS1141                          SUPERSEDED SURVEY CONTROL
 DS1141
 DS1141  NAD 83(1986)-  33 43 25.71254(N)    106 28 13.07301(W) AD(       ) 1
 DS1141  NAD 27      -  33 43 25.45844(N)    106 28 11.03791(W) AD(       ) 1
 DS1141  NGVD 29 (07/19/86) 1541.55   (m)         5057.6    (f) LEVELING    3  
 DS1141
 DS1141.Superseded values are not recommended for survey control.
 DS1141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS1141.See file dsdata.txt to determine how the superseded data were derived.
 DS1141
 DS1141_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT6377832503(NAD 83)
 DS1141_MARKER: DS = TRIANGULATION STATION DISK
 DS1141_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS1141_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DS1141
 DS1141  HISTORY     - Date     Condition        Report By
 DS1141  HISTORY     - 1968     MONUMENTED       DMA
 DS1141
 DS1141                          STATION DESCRIPTION
 DS1141
 DS1141'DESCRIBED BY DEFENSE MAP AGENCY 1968 (JBJ)
 DS1141'THE STATION MARK ESTABLISHED IN 1961 DID NOT MEET WITH COAST AND
 DS1141'GEODETIC SURVEY STANDARDS.  AN UNDERGROUND MARK WAS ESTABLISHED AND
 DS1141'A NEW SURFACE MARK WAS SET, HOLDING THE EXACT POSITION OF THE 1961
 DS1141'SURFACE MARK.  REFERENCE MARKS 1 AND 2 WERE REINFORCED TO MEET
 DS1141'WITH COAST AND GEODETIC SURVEY STANDARDS.  AN INVESTIGATION WAS
 DS1141'MADE TO DETERMINE IF A DESCRIPTION WAS SUBMITTED IN 1961.  THE
 DS1141'SEARCH PROVED FRUITLESS.
 DS1141'
 DS1141'THE STATION IS ABOUT 36 MILES NORTHWEST OF THREE RIVERS, 35 MILES
 DS1141'WEST OF CARRIZOZO AND 13 MILES SOUTHEAST OF STALLION RANGE CENTER.
 DS1141'
 DS1141'TO REACH THE STATION FROM THE POST OFFICE IN THREE RIVERS, GO NORTH
 DS1141'ON U.S. HIGHWAY 54 FOR 11.0 MILES TO THE SMALL SETTLEMENT OF OSCURO
 DS1141'AND A SIDE ROAD LEFT, ROUTE 12.  TURN LEFT AND GO WEST FOR 6.0
 DS1141'MILES TO A LOCKED GATE.  CONTINUE WESTERLY ON ROUTE 12, PASSING
 DS1141'THROUGH THE GATE, FOR 16.8 MILES TO A FORK.  BEAR RIGHT AND GO WEST
 DS1141'FOR 0.15 MILE TO ROUTE 7.  CONTINUE WESTERLY AND NORTHWESTERLY
 DS1141'ON ROUTE 7 FOR 6.9 MILES TO A CROSS ROADS, ROUTE 13.  TURN RIGHT
 DS1141'AND GO NORTHEASTERLY ON ROUTE 13 FOR 5.3 MILES TO A SIDE ROAD LEFT,
 DS1141'ROUTE 20.  CONTINUE NORTHEASTERLY ON ROUTE 13 FOR 4.4 MILES TO
 DS1141'THE AZIMUTH MARK ON THE LEFT.  CONTINUE NORTHEASTERLY ON ROUTE 13
 DS1141'FOR 0.2 MILE TO A POWER LINE CROSSING.  TURN RIGHT AND GO EAST
 DS1141'ON A DIRT ROAD FOR 0.6 MILE TO A T ROAD.  TURN RIGHT AND GO SOUTH ON
 DS1141'A DIRT ROAD FOR 0.8 MILE TO THE STATION ON THE RIGHT.
 DS1141'
 DS1141'THE STATION MARK IS A STANDARD DISK, STAMPED BECK 1968 1961, SET IN
 DS1141'THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 DS1141'PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.  IT IS 4.8 FEET SOUTHEAST
 DS1141'OF A WITNESS POST.  THE UNDERGROUND MARK WAS SET 40 INCHES BELOW
 DS1141'THE GROUND SURFACE.
 DS1141'
 DS1141'REFERENCE MARK 1 IS A WHITE SANDS PROVING GROUNDS BRONZE DISK,
 DS1141'STAMPED BECK NO 1 1961, SET IN THE TOP OF A ROUND CONCRETE POST, 12
 DS1141'INCHES IN DIAMETER, THAT PROJECTS 6 INCHES ABOVE THE GROUND.  IT
 DS1141'IS 50.6 FEET SOUTH-SOUTHEAST OF THE WITNESS POST AND ABOUT 1
 DS1141'FOOT LOWER IN ELEVATION THAN THE STATION MARK.
 DS1141'
 DS1141'REFERENCE MARK 2 IS A WHITE SANDS PROVING GROUNDS BRONZE DISK,
 DS1141'STAMPED BECK NO 2, SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES
 DS1141'IN DIAMETER, THAT PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS
 DS1141'41.6 FEET SOUTHWEST OF THE WITNESS POST AND ABOUT 2 FEET LOWER IN
 DS1141'ELEVATION THAN THE STATION MARK.
 DS1141'
 DS1141'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED BECK 1961 1968, SET IN
 DS1141'THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 DS1141'PROJECTS 6 INCHES ABOVE THE GROUND.  IT IS 72.0 FEET NORTHWEST OF THE
 DS1141'CENTERLINE OF ROUTE 13 AND 1.6 FEET SOUTH OF THE WITNESS
 DS1141'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0729 ***********************************************************************
 EQ0729  DESIGNATION -  BECKER COAL ELEVATOR OLD
 EQ0729  PID         -  EQ0729
 EQ0729  STATE/COUNTY-  NM/VALENCIA
 EQ0729  USGS QUAD   -  BECKER (1979)
 EQ0729
 EQ0729                         *CURRENT SURVEY CONTROL
 EQ0729  ___________________________________________________________________
 EQ0729* NAD 83(1992)-  34 29 46.23068(N)    106 36 51.61699(W)     ADJUSTED  
 EQ0729* NAVD 88     -                                                        
 EQ0729  ___________________________________________________________________
 EQ0729  LAPLACE CORR-           6.87  (seconds)                    DEFLEC99
 EQ0729  GEOID HEIGHT-         -21.27  (meters)                     GEOID03
 EQ0729
 EQ0729  HORZ ORDER  -  THIRD
 EQ0729
 EQ0729.The horizontal coordinates were established by classical geodetic methods
 EQ0729.and adjusted by the National Geodetic Survey in December 1993..
 EQ0729
 EQ0729
 EQ0729.The Laplace correction was computed from DEFLEC99 derived deflections.
 EQ0729
 EQ0729.The geoid height was determined by GEOID03.
 EQ0729
 EQ0729;                    North         East     Units Scale Factor Converg.
 EQ0729;SPC NM C     -   387,747.760   466,540.937   MT  0.99991379   -0 12 22.8
 EQ0729;SPC NM C     - 1,272,135.78  1,530,643.06   sFT  0.99991379   -0 12 22.8
 EQ0729;SPC NM W     -   388,368.506   941,951.340   MT  1.00007110   +0 41 25.6
 EQ0729;SPC NM W     - 1,274,172.34  3,090,385.35   sFT  1.00007110   +0 41 25.6
 EQ0729;UTM  13      - 3,818,355.866   351,784.670   MT  0.99987078   -0 54 52.0
 EQ0729
 EQ0729                          SUPERSEDED SURVEY CONTROL
 EQ0729
 EQ0729  NAD 83(1986)-  34 29 46.23648(N)    106 36 51.62089(W) AD(       ) 4
 EQ0729  NAD 27      -  34 29 46.00300(N)    106 36 49.54300(W) AD(       ) 3
 EQ0729
 EQ0729.Superseded values are not recommended for survey control.
 EQ0729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0729.See file dsdata.txt to determine how the superseded data were derived.
 EQ0729
 EQ0729_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU5178518356(NAD 83)
 EQ0729
 EQ0729  HISTORY     - Date     Condition        Report By
 EQ0729  HISTORY     - 1921     FIRST OBSERVED   CGS
 EQ0729  HISTORY     - 1959     MARK NOT FOUND   CGS
 EQ0729
 EQ0729                          STATION DESCRIPTION
 EQ0729
 EQ0729'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (JCS)
 EQ0729'NO PREVIOUS DESCRIPTION.
 EQ0729'
 EQ0729'COAL ELEVATOR HAS BEEN TORN DOWN, STATION LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1721 ***********************************************************************
 FO1721  DESIGNATION -  BEE
 FO1721  PID         -  FO1721
 FO1721  STATE/COUNTY-  NM/SANDOVAL
 FO1721  USGS QUAD   -  BERNALILLO (1990)
 FO1721
 FO1721                         *CURRENT SURVEY CONTROL
 FO1721  ___________________________________________________________________
 FO1721* NAD 83(1992)-  35 21 30.13437(N)    106 30 22.80711(W)     ADJUSTED  
 FO1721* NAVD 88     -      1587.06   (+/-2cm)    5206.9    (feet)  VERTCON   
 FO1721  ___________________________________________________________________
 FO1721  LAPLACE CORR-           5.20  (seconds)                    DEFLEC99
 FO1721  GEOID HEIGHT-         -20.75  (meters)                     GEOID03
 FO1721
 FO1721  HORZ ORDER  -  THIRD
 FO1721  VERT ORDER  -  THIRD ? (See Below)
 FO1721
 FO1721.The horizontal coordinates were established by classical geodetic methods
 FO1721.and adjusted by the National Geodetic Survey in December 1993..
 FO1721
 FO1721.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1721.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1721.The vertical order pertains to the NGVD 29 superseded value.
 FO1721
 FO1721.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1721
 FO1721.The geoid height was determined by GEOID03.
 FO1721
 FO1721;                    North         East     Units Scale Factor Converg.
 FO1721;SPC NM C     -   483,359.421   476,704.404   MT  0.99990669   -0 08 54.0
 FO1721;SPC NM C     - 1,585,821.70  1,563,987.70   sFT  0.99990669   -0 08 54.0
 FO1721;UTM  13      - 3,913,827.413   363,141.143   MT  0.99983083   -0 52 18.6
 FO1721
 FO1721!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1721!SPC NM C     -   0.99975421  x   0.99990669  =   0.99966092
 FO1721!UTM  13      -   0.99975421  x   0.99983083  =   0.99958508
 FO1721
 FO1721                          SUPERSEDED SURVEY CONTROL
 FO1721
 FO1721  NAD 83(1992)-  35 21 30.14009(N)    106 30 22.81045(W) AD(       ) 3
 FO1721  NGVD 29 (02/08/93) 1586.19   (m)         5204.0    (f) LEVELING    3  
 FO1721
 FO1721.Superseded values are not recommended for survey control.
 FO1721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1721.See file dsdata.txt to determine how the superseded data were derived.
 FO1721
 FO1721_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV6314113827(NAD 83)
 FO1721_MARKER: DD = SURVEY DISK
 FO1721_SETTING: 0 = UNSPECIFIED SETTING
 FO1721_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FO1721
 FO1721  HISTORY     - Date     Condition        Report By
 FO1721  HISTORY     - 1949     MONUMENTED       USGS
 FO1721
 FO1721                          STATION DESCRIPTION
 FO1721
 FO1721'DESCRIBED BY US GEOLOGICAL SURVEY 1949
 FO1721'STATION IS LOCATED ABOUT 3.5 MI. NE. OF BERNALILLO, ABOUT 3.0 MI. S.
 FO1721'OF ALGODONES.
 FO1721'
 FO1721'TO REACH FROM JUNCTION OF U.S. HIGHWAY 85 AND STATE HIGHWAY 44, ABOUT
 FO1721'1.0 MI. N. OF BERNALILLO, GO N. ON U.S. HIGHWAY 85 FOR 3.6 MI.,
 FO1721'STATION IS ON TOP OF POINT OF HILL ABOUT 300 FT. E. OF THE ATCHINSON,
 FO1721'TOPEKA AND SANTA FE RAILROAD.  ABOUT A 5 MINUTE CLIMB.
 FO1721'
 FO1721'STATION MARK--STANDARD TABLET, STAMPED---BEE 1949---, AND SET IN
 FO1721'TOP OF CONCRETE POST, PROJECTING 0.8 FT. ABOVE GROUND.
 FO1721'
 FO1721'REFERENCE MARK NO. 1--1-1/2 IN. IRON PIPE, IN TOP OF CONCRETE POST,
 FO1721'PROJECTING 0.2 FT. ABOVE GROUND, AND 147.87 FT. W. OF STATION MARK,
 FO1721'S 56 DEG 10 MIN E.  (NOTE--R.M.
 FO1721'NO. 1 IS TRIANGULATION STATION --3-- OF THE MIDDLE RIO GRANDE
 FO1721'CONSERVANCY DISTRICT.)  COORDINATES--LATITUDE 35 DEGREES 21 MINUTES
 FO1721'30.79 SECONDS, LONGITUDE 106 DEGREES 30 MINUTES 22.21 SECONDS.
 FO1721'
 FO1721'REFERENCE MARK NO. 2--1 IN. IRON PIPE, PROJECTING 0.2 FT. ABOVE
 FO1721'GROUND, AND 70.02 FT. E. OF STATION MARK, N 33 DEG 54 MIN W.
 FO1721'(NOTE--R.M. NO. 2 IS STATION --HPT-T-- OF
 FO1721'THE JACK AMMANN CO.)  COORDINATES--LATITUDE 35 DEGREES 21 MINUTES
 FO1721'29.41 SECONDS, LONGITUDE 106 DEGREES 30 MINUTES 20.26 SECONDS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0941 ***********************************************************************
 DR0941  DESIGNATION -  BELA
 DR0941  PID         -  DR0941
 DR0941  STATE/COUNTY-  NM/LINCOLN
 DR0941  USGS QUAD   -  ARABELA (1981)
 DR0941
 DR0941                         *CURRENT SURVEY CONTROL
 DR0941  ___________________________________________________________________
 DR0941* NAD 83(1992)-  33 35 15.94944(N)    105 11 54.25560(W)     ADJUSTED  
 DR0941* NAVD 88     -      2082.     (meters)    6831.     (feet)  SCALED    
 DR0941  ___________________________________________________________________
 DR0941  LAPLACE CORR-         -14.29  (seconds)                    DEFLEC99
 DR0941  GEOID HEIGHT-         -21.23  (meters)                     GEOID03
 DR0941
 DR0941  HORZ ORDER  -  FIRST
 DR0941
 DR0941.The horizontal coordinates were established by classical geodetic methods
 DR0941.and adjusted by the National Geodetic Survey in December 1993..
 DR0941
 DR0941.The orthometric height was scaled from a topographic map.
 DR0941
 DR0941.The Laplace correction was computed from DEFLEC99 derived deflections.
 DR0941
 DR0941.The geoid height was determined by GEOID03.
 DR0941
 DR0941;                    North         East     Units Scale Factor Converg.
 DR0941;SPC NM C     -   287,429.306   597,610.603   MT  1.00001743   +0 34 54.5
 DR0941;SPC NM C     -   943,007.65  1,960,660.79   sFT  1.00001743   +0 34 54.5
 DR0941;UTM  13      - 3,716,467.203   481,589.743   MT  0.99960418   -0 06 35.1
 DR0941
 DR0941!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR0941!SPC NM C     -   0.99967662  x   1.00001743  =   0.99969404
 DR0941!UTM  13      -   0.99967662  x   0.99960418  =   0.99928093
 DR0941
 DR0941:                Primary Azimuth Mark                     Grid Az
 DR0941:SPC NM C     -  PURCELLA                                 034 32 20.1
 DR0941:UTM  13      -  PURCELLA                                 035 13 49.7
 DR0941
 DR0941|---------------------------------------------------------------------|
 DR0941| PID    Reference Object                     Distance      Geod. Az  |
 DR0941|                                                           dddmmss.s |
 DR0941| DR0486 PURCELLA                            APPROX.11.2 KM 0350714.6 |
 DR0941| CJ6607 BELA RM 1                             7.879 METERS 07656     |
 DR0941| CJ6608 BELA RM 2                             6.258 METERS 33005     |
 DR0941|---------------------------------------------------------------------|
 DR0941
 DR0941                          SUPERSEDED SURVEY CONTROL
 DR0941
 DR0941  NAD 83(1986)-  33 35 15.95366(N)    105 11 54.25305(W) AD(       ) 1
 DR0941  NAD 27      -  33 35 15.63530(N)    105 11 52.30600(W) AD(       ) 1
 DR0941
 DR0941.Superseded values are not recommended for survey control.
 DR0941.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0941.See file dsdata.txt to determine how the superseded data were derived.
 DR0941
 DR0941_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDT8159016467(NAD 83)
 DR0941_MARKER: DS = TRIANGULATION STATION DISK
 DR0941_SETTING: 66 = SET IN ROCK OUTCROP
 DR0941
 DR0941  HISTORY     - Date     Condition        Report By
 DR0941  HISTORY     - 1934     MONUMENTED       CGS
 DR0941
 DR0941                          STATION DESCRIPTION
 DR0941
 DR0941'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 DR0941'ABOUT 2 MILES WEST OF ARABELA POST OFFICE WHICH IS ON THE MAIN
 DR0941'COUNTY ROAD, 19 MILES NORTH OF TINNIE, ON TOP OF A BRUSH-COVERED
 DR0941'RIDGE WHICH IS IN THE EASTERN FOOTHILLS OF THE CAPITAN MOUNTAINS.
 DR0941'THE STATION BEARS 259 DEG MAGNETIC FROM ARABELA STORE AND IS
 DR0941'IN RANGE WITH THE HIGHEST POINT OF CAPITAN MOUNTAINS.  TO REACH
 DR0941'FROM ARABELA POST OFFICE AND STORE, GO WEST 0.3 MILE ON A
 DR0941'DIRT ROAD, PASS TRHOUGH A GATE AND GO WEST 0.4 MILE ON THE MAIN
 DR0941'ROAD, FOLLOW RIGHT FORK 0.5 MILE TO AN OLD LOG AND ADOBE
 DR0941'SHACK.  THE STATION BEARS 265 DEG MAGNETIC FROM SHACK.  GO WEST
 DR0941'UP CANYON TO ITS HEAD, THEN GO UP CANYON WALL TO THE
 DR0941'RIGHT AND ON UP RIDGE TO THE HIGHEST POINT AND THE
 DR0941'STATION.  THE STATION AND REFERENCE MARKS ARE STANDARD DISKS
 DR0941'SET IN ROCK.  REFERENCE MARK
 DR0941'NO. 1 IS ON THE TOP OF A BOULDER WHICH JUTS OUT ON THE EAST
 DR0941'SIDE OF RIDGE, AND 25.85 FEET (SLOPE) FROM STATION
 DR0941'N 76 DEG 56 MIN E, AND NO.  2 IS 20.53 FEET FROM
 DR0941'STATION N 29 DEG 55 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ1063 ***********************************************************************
 EQ1063  CBN         -  This is a Cooperative Base Network Control Station.
 EQ1063  SACS        -  This is a Secondary Airport Control Station.
 EQ1063  DESIGNATION -  BELAIR
 EQ1063  PID         -  EQ1063
 EQ1063  STATE/COUNTY-  NM/VALENCIA
 EQ1063  USGS QUAD   -  BELEN (1991)
 EQ1063
 EQ1063                         *CURRENT SURVEY CONTROL
 EQ1063  ___________________________________________________________________
 EQ1063* NAD 83(1992)-  34 38 56.68685(N)    106 49 40.24203(W)     ADJUSTED  
 EQ1063* NAVD 88     -      1578.16   (meters)    5177.7    (feet)  GPS OBS   
 EQ1063  ___________________________________________________________________
 EQ1063  X           -  -1,520,999.513 (meters)                     COMP
 EQ1063  Y           -  -5,028,959.301 (meters)                     COMP
 EQ1063  Z           -   3,606,793.737 (meters)                     COMP
 EQ1063  LAPLACE CORR-           0.03  (seconds)                    DEFLEC99
 EQ1063  ELLIP HEIGHT-        1556.14  (meters)          (05/26/00) GPS OBS
 EQ1063  GEOID HEIGHT-         -21.94  (meters)                     GEOID03
 EQ1063
 EQ1063  HORZ ORDER  -  B
 EQ1063  ELLP ORDER  -  SECOND    CLASS I
 EQ1063
 EQ1063.This mark is at Alexander Municipal Airport (E80)
 EQ1063
 EQ1063.The horizontal coordinates were established by GPS observations
 EQ1063.and adjusted by the National Geodetic Survey in May 1992..
 EQ1063
 EQ1063.The orthometric height was determined by GPS observations and a
 EQ1063.high-resolution geoid model.
 EQ1063
 EQ1063.GPS derived orthometric heights for airport stations designated as
 EQ1063.PACS or SACS are published to 2 decimal places.  This maintains
 EQ1063.centimeter relative accuracy between the PACS and SACS.  It does
 EQ1063.not indicate centimeter accuracy relative to other marks which are
 EQ1063.part of the NAVD 88 network.
 EQ1063
 EQ1063.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EQ1063
 EQ1063.The Laplace correction was computed from DEFLEC99 derived deflections.
 EQ1063
 EQ1063.The ellipsoidal height was determined by GPS observations
 EQ1063.and is referenced to NAD 83.
 EQ1063
 EQ1063.The geoid height was determined by GEOID03.
 EQ1063
 EQ1063;                    North         East     Units Scale Factor Converg.
 EQ1063;SPC NM C     -   404,799.800   447,030.351   MT  0.99993457   -0 19 42.7
 EQ1063;SPC NM C     - 1,328,080.68  1,466,632.08   sFT  0.99993457   -0 19 42.7
 EQ1063;UTM  13      - 3,835,647.924   332,487.042   MT  0.99994587   -1 02 22.1
 EQ1063
 EQ1063!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EQ1063!SPC NM C     -   0.99975579  x   0.99993457  =   0.99969037
 EQ1063!UTM  13      -   0.99975579  x   0.99994587  =   0.99970167
 EQ1063
 EQ1063:                Primary Azimuth Mark                     Grid Az
 EQ1063:SPC NM C     -  BELAIR AZ MK                             224 36 09.7
 EQ1063:UTM  13      -  BELAIR AZ MK                             225 18 49.1
 EQ1063
 EQ1063|---------------------------------------------------------------------|
 EQ1063| PID    Reference Object                     Distance      Geod. Az  |
 EQ1063|                                                           dddmmss.s |
 EQ1063| EQ1064 BELAIR AZ MK                        APPROX. 1.2 KM 2241627.0 |
 EQ1063|---------------------------------------------------------------------|
 EQ1063
 EQ1063                          SUPERSEDED SURVEY CONTROL
 EQ1063
 EQ1063  ELLIP H (12/21/93) 1556.21   (m)                       GP(       ) 4 1
 EQ1063  NAD 83(1986)-  34 38 56.69308(N)    106 49 40.24204(W) AD(       ) 1
 EQ1063  NAD 27      -  34 38 56.50075(N)    106 49 38.12550(W) AD(       ) 1
 EQ1063  NGVD 29 (03/22/89) 1576.9    (m)         5174.     (f) GPS OBS        
 EQ1063
 EQ1063.Superseded values are not recommended for survey control.
 EQ1063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ1063.See file dsdata.txt to determine how the superseded data were derived.
 EQ1063
 EQ1063_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU3248735648(NAD 83)
 EQ1063_MARKER: F = FLANGE-ENCASED ROD
 EQ1063_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EQ1063_SP_SET: OBJECT DRIVEN INTO GROUND
 EQ1063_STAMPING: BELAIR 1987
 EQ1063_MARK LOGO: NGS   
 EQ1063_PROJECTION: FLUSH
 EQ1063_MAGNETIC: N = NO MAGNETIC MATERIAL
 EQ1063_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EQ1063_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EQ1063+SATELLITE: SATELLITE OBSERVATIONS - June 16, 2005
 EQ1063_ROD/PIPE-DEPTH: 9.80 meters
 EQ1063
 EQ1063  HISTORY     - Date     Condition        Report By
 EQ1063  HISTORY     - 1988     MONUMENTED       NGS
 EQ1063  HISTORY     - 19960109 GOOD             CHANCE
 EQ1063  HISTORY     - 19970405 GOOD             NGS
 EQ1063  HISTORY     - 19990217 GOOD             NGS
 EQ1063  HISTORY     - 20050616 GOOD             INDIV
 EQ1063
 EQ1063                          STATION DESCRIPTION
 EQ1063
 EQ1063'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988 (MRM)
 EQ1063'THE STATION IS LOCATED ABOUT 4.8 KM (3.0 MI)
 EQ1063'WEST-SOUTHWEST OF BELEN,
 EQ1063'3.2 KM (2.0 MI) WEST OF THE JUNCTION OF INTERSTATE HIGHWAY 25 AND
 EQ1063'STATE HIGHWAY 548, AT THE ALEXANDER MUNICIPAL AIRPORT.
 EQ1063'OWNERSHIP--CITY OF BELEN, MIKE GARCIA - AIRPORT MANAGER, 503
 EQ1063'BECKER AVENUE, BELEN NM 87002, PHONE 505-864-4302.
 EQ1063'
 EQ1063'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 548 (SOSIMO
 EQ1063'PADILLA BLVD) AND INTERSTATE HIGHWAY 25 IN WEST BELEN,  GO
 EQ1063'WESTERLY FOR 2.3 KM (1.4 MI) ON SOSIMO PADILLA BLVD (PAVED, THEN DIRT
 EQ1063'ROAD) TO A CATTLE GUARD.
 EQ1063'CONTINUE STRAIGHT AHEAD AND GO WESTERLY FOR 0.3 KM (0.2 MI) ON THE
 EQ1063'DIRT ROAD TO A CROSSROAD (GREER ROAD).
 EQ1063'CONTINUE STRAIGHT AHEAD AND GO WESTERLY FOR 0.8 KM (0.5 MI) TO THE
 EQ1063'AIRPORT ENTRANCE ON THE RIGHT.
 EQ1063'TURN RIGHT AND GO NORTHWEST FOR 0.2 KM (0.1 MI)
 EQ1063'TO A CATTLE GUARD, PHONE AND HOUSE ON RIGHT.
 EQ1063'TURN RIGHT AND GO NORTHERLY FOR 0.1 KM (0.05 MI) ON A DIRT TRACK
 EQ1063'ROAD, ON LEFT SIDE OF HOUSE, TO THE TARMAC.
 EQ1063'TURN LEFT AND GO NORTHWEST FOR 0.1 KM (0.05 MI) TO THE FUEL PUMPS
 EQ1063'AND MOUNTAIN SUN AVIATION BUILDING ON RIGHT.
 EQ1063'CONTINUE STRAIGHT AHEAD AND GO NORTHWEST FOR
 EQ1063'0.1 KM (0.05 MI) ON THE TARMAC TO THE TAXIWAY.
 EQ1063'TURN RIGHT AND GO NORTHEAST FOR 0.2 KM (0.15 MI) ON THE TAXIWAY TO
 EQ1063'THE STATION
 EQ1063'ON THE RIGHT.
 EQ1063'
 EQ1063'THE STATION IS A PUNCH MARK ON TOP OF A STAINLESS STEEL ROD
 EQ1063'THAT IS ---UNSTAMPED---,
 EQ1063'DRIVEN TO A DEPTH OF 9.8 METERS (32.0 FT), RECESSED
 EQ1063'10 CM BELOW GROUND,
 EQ1063'ENCASED IN A PVC PIPE
 EQ1063'WITH NGS LOGO FLANGE STAMPED---BELAIR 1987---, FLUSH WITH GROUND.
 EQ1063'LOCATED
 EQ1063'49.2 METERS (161.4 FT) WEST-SOUTHWEST FROM A BARBED WIRE FENCE CORNER
 EQ1063'POST,
 EQ1063'12.8 METERS (42.0 FT) SOUTHEAST FROM THE APPROXIMATE CENTER OF
 EQ1063'TAXIWAY,
 EQ1063'1.2 METERS (3.9 FT) EAST FROM A CARSONITE WITNESS POST,
 EQ1063'1.1 METERS (3.6 FT) SOUTH FROM A CARSONITE WITNESS POST AND
 EQ1063'1.1 METERS (3.6 FT) WEST FROM A CARSONITE WITNESS POST.
 EQ1063'
 EQ1063'AZIMUTH MARK NO. 1 IS A PUNCH MARK ON TOP OF A STAINLESS STEEL
 EQ1063'ROD
 EQ1063'THAT IS ---UNSTAMPED---,
 EQ1063'DRIVEN TO A DEPTH OF 17.1 METERS (56.0 FT), RECESSED
 EQ1063'6 CM BELOW GROUND,
 EQ1063'ENCASED IN A PVC PIPE WITH NGS LOGO
 EQ1063'FLANGE STAMPED---BELAIR AZ MK 1987---, FLUSH WITH GROUND.  LOCATED
 EQ1063'90.0 METERS (295.3 FT) SOUTHEAST FROM THE APPROXIMATE CENTER OF
 EQ1063'RUNWAY,
 EQ1063'1.6 METERS (5.2 FT) NORTHWEST FROM THE RIGHT-OF-WAY FENCE,
 EQ1063'1.2 METERS (3.9 FT) EAST-NORTHEAST FROM A CARSONITE WITNESS POST
 EQ1063'AND
 EQ1063'1.2 METERS (3.9 FT) WEST-NORTHWEST FROM A CARSONITE WITNESS POST.
 EQ1063'TO REACH THE AZIMUTH FROM THE STATION,
 EQ1063'GO SOUTHWEST FOR 0.3 KM (0.2 MI) ON THE TAXIWAY TO A RAMP.
 EQ1063'TURN RIGHT AND GO 0.1 KM (0.05 MI) TO THE RUNWAY.
 EQ1063'TURN LEFT AND GO SOUTHWEST FOR 0.9 KM (0.55 MI) ALONG SOUTH SIDE OF
 EQ1063'RUNWAY, THEN TURN LEFT AND GO SOUTH-SOUTHEAST FOR 0.1 KM (0.05 MI)
 EQ1063'ACROSS OPEN LAND TO A FENCE LINE AND THE STATION, ON A SMALL RISE.
 EQ1063'
 EQ1063'NEW MEXICO FAA - FEBRUARY, 1988.
 EQ1063'
 EQ1063'THIS STATION SUITABLE FOR GPS SURVEYS.
 EQ1063'
 EQ1063'DESCRIBED BY S.E. RANDALL.
 EQ1063
 EQ1063                          STATION RECOVERY (1996)
 EQ1063
 EQ1063'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (KB)
 EQ1063'RECOVERED AS DESCRIBED IN GOOD CONDITION. THE STATION IS DESIGNATED AS
 EQ1063'A SECONDARY AIRPORT CONTROL STATION (SACS) - NEW MEXICO ANA SURVEYS
 EQ1063'1996
 EQ1063
 EQ1063                          STATION RECOVERY (1997)
 EQ1063
 EQ1063'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 EQ1063'RECOVERED AS DESCRIBED, THE STATION IS DESIGNATED AS A SECONDARY
 EQ1063'AIRPORT CONTROL STATION (SACS) .
 EQ1063
 EQ1063                          STATION RECOVERY (1999)
 EQ1063
 EQ1063'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (WAS)
 EQ1063'THE STATION IS LOCATED ABOUT 3 MI (4.8 KM) WEST OF BELEN, AT THE
 EQ1063'BELEN-ALEXANDER MUNICIPAL AIRPORT.  OWNERSHIP--CITY OF BELEN,
 EQ1063'TELEPHONE 505-864-4302, 503 BECKER AVENUE, BELEN NM 87002.  TO REACH
 EQ1063'THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 25 AND STATE
 EQ1063'HIGHWAY 548 (SOSIMO PADILLA BOULEVARD), GO WEST ON HIGHWAY 548 FOR 2.1
 EQ1063'MI (3.4 KM) TO THE AIRPORT ENTRANCE ROAD ON THE RIGHT.  TURN RIGHT,
 EQ1063'NORTHWEST, AT THE AIRPORT ENTRANCE ROAD.  TAKE AN IMMEDIATE RIGHT
 EQ1063'TURN, NORTHEAST, ON A GRAVEL ROAD, CROSS A CATTLE GUARD AND GO 0.2 MI
 EQ1063'(0.3 KM) TO THE INTERSECTION WITH A PAVED ROAD ON THE LEFT. TURN LEFT,
 EQ1063'NORTHWEST, AND GO ABOUT 100 M (328.1 FT) TO A T-INTERSECTION.  TURN
 EQ1063'RIGHT, NORTHEAST, AND GO ABOUT 100 M (328.1 FT) TO ANOTHER
 EQ1063'T-INTERSECTION.  TURN LEFT, NORTHWEST, AND GO ABOUT 200 M (656.2 FT)
 EQ1063'TOWARD THE RUNWAY, PASSING 3 TAXIWAYS, TO THE LAST TAXIWAY BEFORE THE
 EQ1063'RUNWAY.  TURN LEFT, SOUTHWEST, AND GO 50 M (164.0 FT) ALONG THE
 EQ1063'TAXIWAY TO THE STATION ON THE LEFT.  THE STATION IS A PUNCH MARK ON
 EQ1063'TOP OF A STAINLESS STEEL ROD THAT IS ACCESSED THROUGH AN ALUMINUM LOGO
 EQ1063'CAP.  LOCATED 33.5 M (109.9 FT) SOUTHWEST OF THE SOUTHWEST END OF A
 EQ1063'DRAINAGE CULVERT BENEATH A TAXIWAY ACCESS RAMP, 12.8 M (42.0 FT)
 EQ1063'SOUTHEAST OF THE CENTERLINE OF A TAXIWAY, AT THE TOP OF A 2 M (6.6 FT)
 EQ1063'VERTICAL RISE ABOVE A DRAINAGE DEPRESSION AND IN THE CENTER OF AND 1 M
 EQ1063'(3.3 FT) FROM 3 FIBERGLASS WITNESS POSTS.
 EQ1063
 EQ1063                          STATION RECOVERY (2005)
 EQ1063
 EQ1063'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (BHI)
 EQ1063'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ1064 ***********************************************************************
 EQ1064  CBN         -  This is a Cooperative Base Network Control Station.
 EQ1064  PACS        -  This is a Primary Airport Control Station.
 EQ1064  DESIGNATION -  BELAIR AZ MK
 EQ1064  PID         -  EQ1064
 EQ1064  STATE/COUNTY-  NM/VALENCIA
 EQ1064  USGS QUAD   -  BELEN (1991)
 EQ1064
 EQ1064                         *CURRENT SURVEY CONTROL
 EQ1064  ___________________________________________________________________
 EQ1064* NAD 83(1992)-  34 38 27.74189(N)    106 50 14.38609(W)     ADJUSTED  
 EQ1064* NAVD 88     -      1581.18   (meters)    5187.6    (feet)  GPS OBS   
 EQ1064  ___________________________________________________________________
 EQ1064  X           -  -1,521,979.592 (meters)                     COMP
 EQ1064  Y           -  -5,029,195.280 (meters)                     COMP
 EQ1064  Z           -   3,606,061.490 (meters)                     COMP
 EQ1064  LAPLACE CORR-           0.10  (seconds)                    DEFLEC99
 EQ1064  ELLIP HEIGHT-        1559.17  (meters)          (06/27/01) GPS OBS
 EQ1064  GEOID HEIGHT-         -21.94  (meters)                     GEOID03
 EQ1064
 EQ1064  HORZ ORDER  -  B
 EQ1064  ELLP ORDER  -  FOURTH    CLASS II
 EQ1064
 EQ1064.This mark is at Alexander Municipal Airport (E80)
 EQ1064
 EQ1064.The horizontal coordinates were established by GPS observations
 EQ1064.and adjusted by the National Geodetic Survey in May 1992..
 EQ1064
 EQ1064.The orthometric height was determined by GPS observations and a
 EQ1064.high-resolution geoid model.
 EQ1064
 EQ1064.GPS derived orthometric heights for airport stations designated as
 EQ1064.PACS or SACS are published to 2 decimal places.  This maintains
 EQ1064.centimeter relative accuracy between the PACS and SACS.  It does
 EQ1064.not indicate centimeter accuracy relative to other marks which are
 EQ1064.part of the NAVD 88 network.
 EQ1064
 EQ1064.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EQ1064
 EQ1064.The Laplace correction was computed from DEFLEC99 derived deflections.
 EQ1064
 EQ1064.The ellipsoidal height was determined by GPS observations
 EQ1064.and is referenced to NAD 83.
 EQ1064
 EQ1064.The geoid height was determined by GEOID03.
 EQ1064
 EQ1064;                    North         East     Units Scale Factor Converg.
 EQ1064;SPC NM C     -   403,912.959   446,155.726   MT  0.99993572   -0 20 01.9
 EQ1064;SPC NM C     - 1,325,171.10  1,463,762.58   sFT  0.99993572   -0 20 01.9
 EQ1064;UTM  13      - 3,834,771.991   331,601.470   MT  0.99994954   -1 02 40.7
 EQ1064
 EQ1064!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EQ1064!SPC NM C     -   0.99975531  x   0.99993572  =   0.99969105
 EQ1064!UTM  13      -   0.99975531  x   0.99994954  =   0.99970486
 EQ1064
 EQ1064:                Primary Azimuth Mark                     Grid Az
 EQ1064:SPC NM C     -  BELAIR                                   044 36 09.5
 EQ1064:UTM  13      -  BELAIR                                   045 18 48.3
 EQ1064
 EQ1064|---------------------------------------------------------------------|
 EQ1064| PID    Reference Object                     Distance      Geod. Az  |
 EQ1064|                                                           dddmmss.s |
 EQ1064| EQ1063 BELAIR                              APPROX. 1.2 KM 0441607.6 |
 EQ1064| AC7041 E80 A                               APPROX. 0.5 KM 2381802.6 |
 EQ1064|---------------------------------------------------------------------|
 EQ1064
 EQ1064                          SUPERSEDED SURVEY CONTROL
 EQ1064
 EQ1064  ELLIP H (12/21/93) 1559.24   (m)                       GP(       ) 4 1
 EQ1064  NAD 83(1986)-  34 38 27.74829(N)    106 50 14.38581(W) AD(       ) 2
 EQ1064  NAD 27      -  34 38 27.55557(N)    106 50 12.26844(W) AD(       ) 2
 EQ1064  NGVD 29 (03/22/89) 1579.9    (m)         5183.     (f) GPS OBS        
 EQ1064
 EQ1064.Superseded values are not recommended for survey control.
 EQ1064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ1064.See file dsdata.txt to determine how the superseded data were derived.
 EQ1064
 EQ1064_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU3160134772(NAD 83)
 EQ1064_MARKER: I = METAL ROD
 EQ1064_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EQ1064_SP_SET: OBJECT DRIVEN INTO GROUND
 EQ1064_STAMPING: BELAIR AZ MK 1987
 EQ1064_MARK LOGO: NGS   
 EQ1064_PROJECTION: FLUSH
 EQ1064_MAGNETIC: N = NO MAGNETIC MATERIAL
 EQ1064_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EQ1064_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EQ1064+SATELLITE: SATELLITE OBSERVATIONS - April 05, 1997
 EQ1064_ROD/PIPE-DEPTH: 17.1 meters
 EQ1064
 EQ1064  HISTORY     - Date     Condition        Report By
 EQ1064  HISTORY     - 1987     MONUMENTED       NGS
 EQ1064  HISTORY     - 19960109 GOOD             CHANCE
 EQ1064  HISTORY     - 19970405 GOOD             NGS
 EQ1064
 EQ1064                          STATION DESCRIPTION
 EQ1064
 EQ1064'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (MRM)
 EQ1064'THE STATION IS LOCATED ABOUT 4.8 KM (3.0 MI)
 EQ1064'WEST-SOUTHWEST OF BELEN,
 EQ1064'3.2 KM (2.0 MI) WEST OF INTERSTATE 25, AT THE ALEXANDER MUNCIPAL
 EQ1064'AIRPORT.
 EQ1064'OWNERSHIP--CITY OF BELEN, MIKE GARCIA - AIRPORT MANAGER, 503
 EQ1064'BECKER AVENUE, BELEN NM 87002, PHONE 505-864-4362.
 EQ1064'
 EQ1064'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 548 (SOSIMO
 EQ1064'PADILLA BLVD) AND INTERSTATE HIGHWAY 25 IN WEST BELEN, GO
 EQ1064'WESTERLY FOR 2.3 KM (1.4 MI) ON SOSIMO PADILLA BLVD (PAVED, THEN DIRT
 EQ1064'ROAD) TO A CATTLE GUARD.
 EQ1064'CONTINUE STRAIGHT AHEAD AND GO WESTERLY FOR 0.3 KM (0.2 MI) ON THE
 EQ1064'DIRT ROAD TO A CROSSROAD (GREER ROAD).
 EQ1064'CONTINUE STRAIGHT AHEAD AND GO WESTERLY FOR 0.8 KM (0.5 MI) TO THE
 EQ1064'AIRPORT ENTRANCE ON THE RIGHT.
 EQ1064'TURN RIGHT AND GO NORTHWEST FOR 0.2 KM (0.1 MI) TO A CATTLE
 EQ1064'GUARD, PHONE AND HOUSE ON RIGHT.
 EQ1064'TURN RIGHT AND GO NORTHERLY FOR 0.1 KM (0.05 MI) ON A DIRT TRACK
 EQ1064'ROAD, ON LEFT SIDE OF HOUSE, TO THE TARMAC.
 EQ1064'TURN LEFT AND GO NORTHWEST FOR 0.1 KM (0.05 MI) TO THE FUEL PUMPS
 EQ1064'AND MOUNTAIN SUN AVIATION BUILDING ON RIGHT.
 EQ1064'CONTINUE STRAIGHT AHEAD AND GO NORTHWEST FOR
 EQ1064'0.1 KM (0.05 MI) ON THE TARMAC TO THE TAXIWAY.
 EQ1064'TURN LEFT AND GO 0.1 KM (0.05 MI) ON THE TAXIWAY TO A
 EQ1064'RAMP ON THE RIGHT.
 EQ1064'TURN RIGHT AND GO 0.1 KM (0.05 MI) ON THE RAMP TO THE RUNWAY.
 EQ1064'TURN LEFT AND GO SOUTHWEST FOR 0.9 KM (0.55 MI) ALONG SOUTH SIDE OF
 EQ1064'RUNWAY, THEN TURN LEFT AND GO SOUTH-SOUTHEAST FOR 0.1
 EQ1064'KM (0.05 MI) ACROSS OPEN LAND TO THE FENCE LINE
 EQ1064'AND THE STATION, ON A SMALL RISE.
 EQ1064'
 EQ1064'THE STATION IS A PUNCH MARK ON TOP OF A STAINLESS STEEL ROD
 EQ1064'THAT IS ---UNSTAMPED---,
 EQ1064'DRIVEN TO A DEPTH OF 17.1 METERS (56.0 FT), RECESSED
 EQ1064'6 CM BELOW GROUND,
 EQ1064'ENCASED IN A PVC PIPE WITH NGS
 EQ1064'LOGO FLANGE STAMPED---BELAIR AZ MK 1987---, FLUSH WITH GROUND.
 EQ1064'LOCATED
 EQ1064'90.0 METERS (295.3 FT) SOUTHEAST FROM THE APPROXIMATE CENTER OF
 EQ1064'RUNWAY,
 EQ1064'1.6 METERS (5.2 FT) NORTHWEST FROM THE RIGHT-OF-WAY FENCE,
 EQ1064'1.2 METERS (3.9 FT) WEST-NORTHWEST FROM A CARSONITE WITNESS POST
 EQ1064'AND
 EQ1064'1.2 METERS (3.9 FT) EAST-NORTHEAST FROM A CARSONITE WITNESS POST.
 EQ1064'
 EQ1064'NEW MEXICO FAA - FEBRUARY, 1988.
 EQ1064'
 EQ1064'THIS STATION SUITABLE FOR GPS SURVEYS.
 EQ1064'
 EQ1064'DESCRIBED BY S.E. RANDALL.
 EQ1064
 EQ1064                          STATION RECOVERY (1996)
 EQ1064
 EQ1064'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (KB)
 EQ1064'RECOVERED AS DESCRIBED IN GOOD CONDITION. THE STATION IS DESIGNATED AS
 EQ1064'A PRIMARY AIRPORT CONTROL STATION (PACS) - NEW MEXICO ANA SURVEYS 1996
 EQ1064
 EQ1064                          STATION RECOVERY (1997)
 EQ1064
 EQ1064'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 EQ1064'RECOVERED AS DESCRIBED, THE STATION IS DESIGNATED AS A PRIMARY AIRPORT
 EQ1064'CONTROL STATION (PACS) .
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0257 ***********************************************************************
 EQ0257  DESIGNATION -  BELEN 2
 EQ0257  PID         -  EQ0257
 EQ0257  STATE/COUNTY-  NM/VALENCIA
 EQ0257  USGS QUAD   -  BELEN (1991)
 EQ0257
 EQ0257                         *CURRENT SURVEY CONTROL
 EQ0257  ___________________________________________________________________
 EQ0257* NAD 83(1992)-  34 39 17.77977(N)    106 47 24.21675(W)     ADJUSTED  
 EQ0257* NAVD 88     -      1484.02   (+/-2cm)    4868.8    (feet)  VERTCON   
 EQ0257  ___________________________________________________________________
 EQ0257  LAPLACE CORR-           0.57  (seconds)                    DEFLEC99
 EQ0257  GEOID HEIGHT-         -21.92  (meters)                     GEOID03
 EQ0257
 EQ0257  HORZ ORDER  -  FIRST
 EQ0257  VERT ORDER  -  THIRD (See Below)
 EQ0257
 EQ0257.The horizontal coordinates were established by classical geodetic methods
 EQ0257.and adjusted by the National Geodetic Survey in December 1993..
 EQ0257
 EQ0257.The NAVD 88 height was computed by applying the VERTCON shift value to
 EQ0257.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EQ0257.The vertical order pertains to the NGVD 29 superseded value.
 EQ0257
 EQ0257.The Laplace correction was computed from DEFLEC99 derived deflections.
 EQ0257
 EQ0257.The geoid height was determined by GEOID03.
 EQ0257
 EQ0257;                    North         East     Units Scale Factor Converg.
 EQ0257;SPC NM C     -   405,430.513   450,497.513   MT  0.99993019   -0 18 25.6
 EQ0257;SPC NM C     - 1,330,149.94  1,478,007.26   sFT  0.99993019   -0 18 25.6
 EQ0257;SPC NM W     -   405,799.714   925,630.484   MT  1.00002935   +0 35 35.8
 EQ0257;SPC NM W     - 1,331,361.23  3,036,839.35   sFT  1.00002935   +0 35 35.8
 EQ0257;UTM  13      - 3,836,235.570   335,961.785   MT  0.99993167   -1 01 05.2
 EQ0257
 EQ0257!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EQ0257!SPC NM C     -   0.99977054  x   0.99993019  =   0.99970075
 EQ0257!SPC NM W     -   0.99977054  x   1.00002935  =   0.99979989
 EQ0257!UTM  13      -   0.99977054  x   0.99993167  =   0.99970223
 EQ0257
 EQ0257:                Primary Azimuth Mark                     Grid Az
 EQ0257:SPC NM C     -  BELEN RADIO STA KARS MAST                021 38 41.1
 EQ0257:SPC NM W     -  BELEN RADIO STA KARS MAST                020 44 39.7
 EQ0257:UTM  13      -  BELEN RADIO STA KARS MAST                022 21 20.7
 EQ0257
 EQ0257|---------------------------------------------------------------------|
 EQ0257| PID    Reference Object                     Distance      Geod. Az  |
 EQ0257|                                                           dddmmss.s |
 EQ0257| EQ0962 BELEN RADIO STA KARS MAST           APPROX. 4.8 KM 0212015.5 |
 EQ0257| EQ0942 BELEN CHURCH SPIRE CROSS            APPROX. 1.2 KM 0482306.3 |
 EQ0257| EQ0960 BELEN MUNICIPAL TANK                APPROX. 1.6 KM 0685941.1 |
 EQ0257| EQ0256 BELEN                                94.767 METERS 10108     |
 EQ0257| EQ0259 BELEN 2 RM 4                         21.891 METERS 16417     |
 EQ0257| CD1584 BELEN 2 AZ MK                                      2472228.5 |
 EQ0257| EQ0258 BELEN 2 RM 3                         18.661 METERS 33540     |
 EQ0257|---------------------------------------------------------------------|
 EQ0257
 EQ0257                          SUPERSEDED SURVEY CONTROL
 EQ0257
 EQ0257  NAD 83(1986)-  34 39 17.78487(N)    106 47 24.21660(W) AD(       ) 1
 EQ0257  NAD 27      -  34 39 17.57017(N)    106 47 22.11643(W) AD(       ) 1
 EQ0257  NGVD 29 (??/??/??) 1483.25   (m)         4866.3    (f) RESET       3  
 EQ0257
 EQ0257.Superseded values are not recommended for survey control.
 EQ0257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0257.See file dsdata.txt to determine how the superseded data were derived.
 EQ0257
 EQ0257_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU3596236236(NAD 83)
 EQ0257_MARKER: DS = TRIANGULATION STATION DISK
 EQ0257_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EQ0257_SP_SET: MONUMENT
 EQ0257_STAMPING: BELEN 2 1969
 EQ0257_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EQ0257
 EQ0257  HISTORY     - Date     Condition        Report By
 EQ0257  HISTORY     - 1969     MONUMENTED       CGS
 EQ0257  HISTORY     - 1969     GOOD             CGS
 EQ0257  HISTORY     - 20050524 GOOD             GEOCAC
 EQ0257
 EQ0257                          STATION DESCRIPTION
 EQ0257
 EQ0257'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JLC)
 EQ0257'NOTE--STATION BELEN 1946 IS ON AN OPEN LOT OWNED BY MR. E.I. LAKE.
 EQ0257'MR. LAKE STATES THAT HE INTENTS TO BUILD A HOUSE ON THIS LOT
 EQ0257'IN THE NEAR FUTURE AND THIS STATION SITE WILL BE DESTROYED AT
 EQ0257'THIS TIME.  BELEN 2 WAS ESTABLISHED AT THIS TIME.
 EQ0257'
 EQ0257'THE STATION IS LOCATED ON PROPERTY WHICH IS LEASED BY THE U.S.
 EQ0257'BUREAU OF RECLAMATION, BELEN DISTRICT, IN THE SOUTHWEST PART OF
 EQ0257'BELEN.
 EQ0257'
 EQ0257'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 85 AND
 EQ0257'STATE HIGHWAY 6 IN BELEN, GO SOUTH ON HIGHWAY 85 FOR 0.55 MILE
 EQ0257'TO A CROSS STREET, CAMINO DEL LLANO.  TURN RIGHT AND GO WEST
 EQ0257'ON A GRAVELED ROAD FOR 0.35 MILE TO A CROSSROAD.  CONTINUE WEST
 EQ0257'FOR 0.25 MILE TO THE WEST SIDE OF AN IRRIGATION CANAL*.  TURN
 EQ0257'RIGHT AND GO NORTH ALONG THE WEST SIDE OF THE CANAL FOR ABOUT 200
 EQ0257'FEET TO THE STATION ON THE LEFT.
 EQ0257'
 EQ0257'THE STATION MARK IS A STANDARD DISK STAMPED BELEN 2 1969, SET
 EQ0257'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 EQ0257'PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS 36 FEET WEST-SOUTHWEST
 EQ0257'OF THE WEST EDGE OF THE CANAL, 10 FEET EAST-NORTHEAST OF A WIRE
 EQ0257'FENCE AND 4.2 FEET SOUTHWEST OF A METAL WITNESS POST.
 EQ0257'
 EQ0257'REFERENCE MARK 3 IS A STANDARD DISK STAMPED BELEN 2 NO 3 1969,
 EQ0257'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 EQ0257'PROJECTS 5 INCHES ABOVE THE GROUND.  IT IS 42 FEET WEST-SOUTHWEST
 EQ0257'OF THE WEST EDGE OF THE CANAL AND 1 FOOT EAST-NORTHEAST OF THE
 EQ0257'WIRE FENCE.
 EQ0257'
 EQ0257'REFERENCE MARK 4 IS A STANDARD DISK STAMPED BELEN 2 NO 4 1969,
 EQ0257'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 EQ0257'PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS 46 FEET WEST-SOUTHWEST
 EQ0257'OF THE WEST EDGE OF CANAL, 62.3 FEET NORTH-NORTHWEST OF THE
 EQ0257'NORTHEAST CORNER OF A SMALL CONCRETE BLOCK BUILDING, 38 FEET
 EQ0257'NORTHWEST OF A POWER LINE GUY POLE AND 1 FOOT EAST-NORTHEAST OF
 EQ0257'THE WIRE FENCE.
 EQ0257'
 EQ0257'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BELEN 2 1969, SET
 EQ0257'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 EQ0257'PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS 26 FEET SOUTHWEST OF
 EQ0257'THE CENTER OF A GRAVELED ROAD, 12.0 FEET NORTH-NORTHWEST OF THE
 EQ0257'CENTER OF A GATE TO A CHAIN LINK FENCE ENCLOSURE AND 2.4 FEET
 EQ0257'NORTH-NORTHWEST OF THE NORTHEAST CORNER OF THE CHAIN LINK FENCE.
 EQ0257'
 EQ0257'*TO REACH THE AZIMUTH MARK FROM THE CANAL, GO WEST ON THE
 EQ0257'GRAVELED ROAD FOR 0.25 MILE TO A SIDE ROAD ON THE RIGHT AND THE
 EQ0257'AZIMUTH MARK.
 EQ0257'
 EQ0257'HEIGHT OF LIGHT ABOVE STATION MARK 22.0 METERS.
 EQ0257
 EQ0257                          STATION RECOVERY (1969)
 EQ0257
 EQ0257'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 EQ0257'0.95 MI SW FROM BELEN.
 EQ0257'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 85 AND STATE
 EQ0257'HIGHWAY 6 IN BELEN, GO SOUTH ON HIGHWAY 85 FOR 0.55 MILE TO A CROSS
 EQ0257'STREET, CAMINO DEL LLANO.  TURN RIGHT AND GO WEST ON A GRAVELED ROAD
 EQ0257'FOR 0.35 MILE TO A CROSSROAD.  CONTINUE WEST FOR 0.25 MILE TO THE WEST
 EQ0257'SIDE OF AN IRRIGATION CANAL.  TURN RIGHT AND GO NORTH ALONG THE WEST
 EQ0257'SIDE OF THE CANAL FOR 200 FEET TO THE STATION ON THE LEFT.  IT IS 36
 EQ0257'FEET WEST-SOUTHWEST OF THE WEST EDGE OF THE CANAL, 10 FEET
 EQ0257'EAST-NORTHEAST OF A WIRE FENCE AND 4.2 FEET SOUTHWEST OF A METAL
 EQ0257'WITNESS POST, SET IN THE TOP OF A 12 INCH CONCRETE MONUMENT WHICH
 EQ0257'PROJECTS 2 INCHES.
 EQ0257
 EQ0257                          STATION RECOVERY (2005)
 EQ0257
 EQ0257'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 EQ0257'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0258 ***********************************************************************
 EQ0258  DESIGNATION -  BELEN 2 RM 3
 EQ0258  PID         -  EQ0258
 EQ0258  STATE/COUNTY-  NM/VALENCIA
 EQ0258  USGS QUAD   -  BELEN (1991)
 EQ0258
 EQ0258                         *CURRENT SURVEY CONTROL
 EQ0258  ___________________________________________________________________
 EQ0258* NAD 83(1986)-  34 39 17.     (N)    106 47 20.     (W)     SCALED    
 EQ0258* NAVD 88     -      1483.78   (+/-2cm)    4868.0    (feet)  VERTCON   
 EQ0258  ___________________________________________________________________
 EQ0258  GEOID HEIGHT-         -21.92  (meters)                     GEOID03
 EQ0258
 EQ0258  VERT ORDER  -  THIRD (See Below)
 EQ0258
 EQ0258.The horizontal coordinates were scaled from a topographic map and have
 EQ0258.an estimated accuracy of +/- 6 seconds.
 EQ0258
 EQ0258.The NAVD 88 height was computed by applying the VERTCON shift value to
 EQ0258.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EQ0258.The vertical order pertains to the NGVD 29 superseded value.
 EQ0258
 EQ0258.The geoid height was determined by GEOID03.
 EQ0258
 EQ0258;                    North         East    Units  Estimated Accuracy
 EQ0258;SPC NM C     -   405,410.      450,610.      MT  (+/- 180 meters Scaled)
 EQ0258
 EQ0258                          SUPERSEDED SURVEY CONTROL
 EQ0258
 EQ0258  NGVD 29 (??/??/??) 1483.02   (m)         4865.5    (f) RESET       3  
 EQ0258
 EQ0258.Superseded values are not recommended for survey control.
 EQ0258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0258.See file dsdata.txt to determine how the superseded data were derived.
 EQ0258
 EQ0258_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU360362(NAD 83)
 EQ0258_MARKER: DR = REFERENCE MARK DISK
 EQ0258_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EQ0258_SP_SET: MONUMENT
 EQ0258_STAMPING: BELEN 2 NO 3 1969
 EQ0258_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EQ0258
 EQ0258  HISTORY     - Date     Condition        Report By
 EQ0258  HISTORY     - 1969     MONUMENTED       CGS
 EQ0258  HISTORY     - 20050524 GOOD             GEOCAC
 EQ0258
 EQ0258                          STATION DESCRIPTION
 EQ0258
 EQ0258'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 EQ0258'0.95 MI SW FROM BELEN.
 EQ0258'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 85 AND STATE
 EQ0258'HIGHWAY 6 IN BELEN, GO SOUTH ON HIGHWAY 85 FOR 0.55 MILE TO A CROSS
 EQ0258'STREET, CAMINO DEL LLANO.  TURN RIGHT AND GO WEST ON A GRAVELED ROAD
 EQ0258'FOR 0.35 MILE TO A CROSS ROAD.  CONTINUE WEST FOR 0.25 MILE TO THE
 EQ0258'WEST SIDE OF AN IRRIGATION CANAL.  TURN RIGHT AND GO FOR ABOUT 200
 EQ0258'FEET TO BELEN 2 ON THE LEFT.  R.M. 3 IS 61.225 FEET NORTH-NORTHWEST OF
 EQ0258'THE STATION, 42 FEET WEST-SOUTHWEST OF THE WEST EDGE OF THE CANAL, 1
 EQ0258'FOOT EAST-NORTHEAST OF THE WIRE FENCE, SET IN THE TOP OF A 12 INCH
 EQ0258'CONCRETE MONUMENT WHICH PROJECTS 5 INCHES.
 EQ0258
 EQ0258                          STATION RECOVERY (2005)
 EQ0258
 EQ0258'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 EQ0258'HANDHELD COORDINATES ARE
 EQ0258'34 39.308
 EQ0258'106 47.409
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0259 ***********************************************************************
 EQ0259  DESIGNATION -  BELEN 2 RM 4
 EQ0259  PID         -  EQ0259
 EQ0259  STATE/COUNTY-  NM/VALENCIA
 EQ0259  USGS QUAD   -  BELEN (1991)
 EQ0259
 EQ0259                         *CURRENT SURVEY CONTROL
 EQ0259  ___________________________________________________________________
 EQ0259* NAD 83(1986)-  34 39 17.     (N)    106 47 20.     (W)     SCALED    
 EQ0259* NAVD 88     -      1484.17   (+/-2cm)    4869.3    (feet)  VERTCON   
 EQ0259  ___________________________________________________________________
 EQ0259  GEOID HEIGHT-         -21.92  (meters)                     GEOID03
 EQ0259
 EQ0259  VERT ORDER  -  THIRD (See Below)
 EQ0259
 EQ0259.The horizontal coordinates were scaled from a topographic map and have
 EQ0259.an estimated accuracy of +/- 6 seconds.
 EQ0259
 EQ0259.The NAVD 88 height was computed by applying the VERTCON shift value to
 EQ0259.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EQ0259.The vertical order pertains to the NGVD 29 superseded value.
 EQ0259
 EQ0259.The geoid height was determined by GEOID03.
 EQ0259
 EQ0259;                    North         East    Units  Estimated Accuracy
 EQ0259;SPC NM C     -   405,410.      450,610.      MT  (+/- 180 meters Scaled)
 EQ0259
 EQ0259                          SUPERSEDED SURVEY CONTROL
 EQ0259
 EQ0259  NGVD 29 (??/??/??) 1483.40   (m)         4866.8    (f) RESET       3  
 EQ0259
 EQ0259.Superseded values are not recommended for survey control.
 EQ0259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0259.See file dsdata.txt to determine how the superseded data were derived.
 EQ0259
 EQ0259_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU360362(NAD 83)
 EQ0259_MARKER: DR = REFERENCE MARK DISK
 EQ0259_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EQ0259_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EQ0259_STAMPING: BELEN 2 NO 4 1969
 EQ0259_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EQ0259+STABILITY: SURFACE MOTION
 EQ0259
 EQ0259  HISTORY     - Date     Condition        Report By
 EQ0259  HISTORY     - 1969     MONUMENTED       CGS
 EQ0259  HISTORY     - 20050524 GOOD             GEOCAC
 EQ0259
 EQ0259                          STATION DESCRIPTION
 EQ0259
 EQ0259'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 EQ0259'0.95 MI SW FROM BELEN.
 EQ0259'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 85 AND STATE
 EQ0259'HIGHWAY 6 IN BELEN, GO SOUTH ON HIGHWAY 85 FOR 0.55 MILE TO A CROSS
 EQ0259'STREET, CAMINO DEL LLANO.  TURN RIGHT AND GO WEST ON A GRAVELED ROAD
 EQ0259'FOR 0.35 MILE TO A CROSSROAD.  CONTINUE WEST FOR 0.25 MILE TO THE WEST
 EQ0259'SIDE OF AN IRRIGATION CANAL.  TURN RIGHT AND GO NORTH ALONG THE WEST
 EQ0259'SIDE OF THE CANAL FOR ABOUT 200 FEET TO THE STATION.  R.M. 4 IS 71.82
 EQ0259'FEET SOUTH-SOUTHEAST OF THE STATION, 46 FEET WEST-SOUTHWEST OF THE
 EQ0259'WEST EDGE OF THE CANAL, 1 FOOT EAST-NORTHEAST OF A WIRE FENCE, 62.3
 EQ0259'FEET NORTH-NORTHWEST OF THE NORTHWEST CORNER OF A CONCRETE BLOCK
 EQ0259'BUILDING, 38 FEET NORTHWEST OF A POWER LINE GUY POLE, SET IN THE TOP
 EQ0259'OF A 12 INCH CONCRETE MONUMENT WHICH PROJECTS 3 INCHES.
 EQ0259
 EQ0259                          STATION RECOVERY (2005)
 EQ0259
 EQ0259'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 EQ0259'HANDHELD COORDINATES ARE
 EQ0259'34 39.285N
 EQ0259'106 47.400W
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0261 ***********************************************************************
 EQ0261  DESIGNATION -  BELEN AZ MK
 EQ0261  PID         -  EQ0261
 EQ0261  STATE/COUNTY-  NM/VALENCIA
 EQ0261  USGS QUAD   -  BELEN (1991)
 EQ0261
 EQ0261                         *CURRENT SURVEY CONTROL
 EQ0261  ___________________________________________________________________
 EQ0261* NAD 83(1986)-  34 39 15.     (N)    106 46 43.     (W)     SCALED    
 EQ0261* NAVD 88     -      1464.774  (meters)    4805.68   (feet)  POSTED    
 EQ0261  ___________________________________________________________________
 EQ0261  GEOID HEIGHT-         -21.91  (meters)                     GEOID03
 EQ0261  DYNAMIC HT  -        1462.740 (meters)    4799.01  (feet)  COMP
 EQ0261  MODELED GRAV-     979,195.6   (mgal)                       NAVD 88
 EQ0261
 EQ0261  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 EQ0261
 EQ0261.The horizontal coordinates were scaled from a topographic map and have
 EQ0261.an estimated accuracy of +/- 6 seconds.
 EQ0261
 EQ0261.The orthometric height was determined by differential leveling
 EQ0261.and adjusted by the National Geodetic Survey in 1992..
 EQ0261.No vertical observational check was made to the station.
 EQ0261.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 EQ0261.was located on a no-check spur therefore a value was not computed.
 EQ0261
 EQ0261.The geoid height was determined by GEOID03.
 EQ0261
 EQ0261.The dynamic height is computed by dividing the NAVD 88
 EQ0261.geopotential number by the normal gravity value computed on the
 EQ0261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0261.degrees latitude (g = 980.6199 gals.).
 EQ0261
 EQ0261.The modeled gravity was interpolated from observed gravity values.
 EQ0261
 EQ0261;                    North         East    Units  Estimated Accuracy
 EQ0261;SPC NM C     -   405,340.      451,550.      MT  (+/- 180 meters Scaled)
 EQ0261
 EQ0261                          SUPERSEDED SURVEY CONTROL
 EQ0261
 EQ0261  NGVD 29 (??/??/92) 1464.018  (m)         4803.20   (f) ADJ UNCH    1 2
 EQ0261
 EQ0261.Superseded values are not recommended for survey control.
 EQ0261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0261.See file dsdata.txt to determine how the superseded data were derived.
 EQ0261
 EQ0261_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU370361(NAD 83)
 EQ0261_MARKER: DZ = AZIMUTH MARK DISK
 EQ0261_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EQ0261_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EQ0261_STAMPING: BELEN 1946
 EQ0261_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EQ0261+STABILITY: SURFACE MOTION
 EQ0261
 EQ0261  HISTORY     - Date     Condition        Report By
 EQ0261  HISTORY     - 1946     MONUMENTED       CGS
 EQ0261  HISTORY     - 1951     GOOD             NGS
 EQ0261
 EQ0261                          STATION DESCRIPTION
 EQ0261
 EQ0261'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 EQ0261'0.35 MI S FROM BELEN.
 EQ0261'0.35 MILE SOUTH ALONG U.S. HIGHWAY 85 FROM THE POST OFFICE AT BELEN,
 EQ0261'255 FEET SOUTH OF THE CENTER LINE OF AN EAST AND WEST STREET, JUST
 EQ0261'SOUTH OF THE SQUARE DEAL LUMBER YARD, 43 FEET SOUTH OF THE CENTER LINE
 EQ0261'OF A STREET LEADING EAST, 26.6 FEET EAST OF THE CENTER LINE OF THE
 EQ0261'HIGHWAY, 26 FEET SOUTH OF THE POWER POLE, 25.4 FEET SOUTHWEST OF THE
 EQ0261'NORTHWEST CORNER OF A STUCCO HOUSE, 0.55 MILE EAST OF TRIANGULATION
 EQ0261'STATION BELEN 1946, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 EQ0261'0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0942 ***********************************************************************
 EQ0942  DESIGNATION -  BELEN CHURCH SPIRE CROSS
 EQ0942  PID         -  EQ0942
 EQ0942  STATE/COUNTY-  NM/VALENCIA
 EQ0942  USGS QUAD   -  BELEN (1991)
 EQ0942
 EQ0942                         *CURRENT SURVEY CONTROL
 EQ0942  ___________________________________________________________________
 EQ0942* NAD 83(1992)-  34 39 42.91618(N)    106 46 49.96842(W)     ADJUSTED  
 EQ0942* NAVD 88     -                                                        
 EQ0942  ___________________________________________________________________
 EQ0942  LAPLACE CORR-           0.98  (seconds)                    DEFLEC99
 EQ0942  GEOID HEIGHT-         -21.92  (meters)                     GEOID03
 EQ0942
 EQ0942  HORZ ORDER  -  THIRD
 EQ0942
 EQ0942.The horizontal coordinates were established by classical geodetic methods
 EQ0942.and adjusted by the National Geodetic Survey in December 1993..
 EQ0942
 EQ0942
 EQ0942.The Laplace correction was computed from DEFLEC99 derived deflections.
 EQ0942
 EQ0942.The geoid height was determined by GEOID03.
 EQ0942
 EQ0942;                    North         East     Units Scale Factor Converg.
 EQ0942;SPC NM C     -   406,200.395   451,373.612   MT  0.99992913   -0 18 06.3
 EQ0942;SPC NM C     - 1,332,675.80  1,480,881.59   sFT  0.99992913   -0 18 06.3
 EQ0942;SPC NM W     -   406,583.348   926,494.462   MT  1.00003139   +0 35 55.7
 EQ0942;SPC NM W     - 1,333,932.20  3,039,673.91   sFT  1.00003139   +0 35 55.7
 EQ0942;UTM  13      - 3,836,994.521   336,847.370   MT  0.99992810   -1 00 46.4
 EQ0942
 EQ0942                          SUPERSEDED SURVEY CONTROL
 EQ0942
 EQ0942  NAD 83(1986)-  34 39 42.92118(N)    106 46 49.96908(W) AD(       ) 4
 EQ0942  NAD 27      -  34 39 42.70681(N)    106 46 47.87052(W) AD(       ) 3
 EQ0942
 EQ0942.Superseded values are not recommended for survey control.
 EQ0942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0942.See file dsdata.txt to determine how the superseded data were derived.
 EQ0942
 EQ0942_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU3684736995(NAD 83)
 EQ0942_MARKER: 90 = CHURCH SPIRE
 EQ0942
 EQ0942  HISTORY     - Date     Condition        Report By
 EQ0942  HISTORY     - 1954     FIRST OBSERVED   CGS
 EQ0942  HISTORY     - 1959     GOOD             CGS
 EQ0942  HISTORY     - 1969     GOOD             CGS
 EQ0942  HISTORY     - 20050206 MARK NOT FOUND   GEOCAC
 EQ0942
 EQ0942                          STATION DESCRIPTION
 EQ0942
 EQ0942'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (WRH)
 EQ0942'THE CHURCH IS LOCATED IN THE TOWN OF BELEN.
 EQ0942'
 EQ0942'THE CHURCH IS A LARGE YELLOW BUILDING WITH A CROSS ON TOP.
 EQ0942'THE CROSS WAS INTERSECTED.
 EQ0942
 EQ0942                          STATION RECOVERY (1959)
 EQ0942
 EQ0942'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (JCS)
 EQ0942'THE CHURCH KNOWN AS ST. MARYS CATHOLIC CHURCH IS LOCATED IN THE
 EQ0942'WESTERN SECTION OF TOWN AT THE INTERSECTION OF W. DELGADO ST.
 EQ0942'AND S. 10 TH. ST.  IT IS A LARGE YELLOW STRUCTURE WITH A BRIGHT
 EQ0942'METAL SPIRE RISING FROM A BELL TOWER WITH A CROSS ATOP.
 EQ0942
 EQ0942                          STATION RECOVERY (1969)
 EQ0942
 EQ0942'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JLC)
 EQ0942'THE STATION WAS RECOVERED AS DESCRIBED BY J.C.S. 1959.  THE
 EQ0942'POINT INTERSECTED WAS THE BASE OF THE CROSS AT THE APEX OF
 EQ0942'THE SPIRE.
 EQ0942
 EQ0942                          STATION RECOVERY (2005)
 EQ0942
 EQ0942'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 EQ0942'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0960 ***********************************************************************
 EQ0960  DESIGNATION -  BELEN MUNICIPAL TANK
 EQ0960  PID         -  EQ0960
 EQ0960  STATE/COUNTY-  NM/VALENCIA
 EQ0960  USGS QUAD   -  BELEN (1991)
 EQ0960
 EQ0960                         *CURRENT SURVEY CONTROL
 EQ0960  ___________________________________________________________________
 EQ0960* NAD 83(1992)-  34 39 35.97635(N)    106 46 26.85148(W)     ADJUSTED  
 EQ0960* NAVD 88     -      1508.     (meters)    4947.     (feet)  VERTCON   
 EQ0960  ___________________________________________________________________
 EQ0960  LAPLACE CORR-           1.35  (seconds)                    DEFLEC99
 EQ0960  GEOID HEIGHT-         -21.91  (meters)                     GEOID03
 EQ0960
 EQ0960  HORZ ORDER  -  THIRD
 EQ0960
 EQ0960.The horizontal coordinates were established by classical geodetic methods
 EQ0960.and adjusted by the National Geodetic Survey in December 1993..
 EQ0960
 EQ0960.The NAVD 88 height was computed by applying the VERTCON shift value to
 EQ0960.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EQ0960
 EQ0960.The Laplace correction was computed from DEFLEC99 derived deflections.
 EQ0960
 EQ0960.The geoid height was determined by GEOID03.
 EQ0960
 EQ0960;                    North         East     Units Scale Factor Converg.
 EQ0960;SPC NM C     -   405,983.481   451,961.045   MT  0.99992843   -0 17 53.1
 EQ0960;SPC NM C     - 1,331,964.14  1,482,808.86   sFT  0.99992843   -0 17 53.1
 EQ0960;SPC NM W     -   406,375.672   927,085.293   MT  1.00003280   +0 36 08.7
 EQ0960;SPC NM W     - 1,333,250.85  3,041,612.33   sFT  1.00003280   +0 36 08.7
 EQ0960;UTM  13      - 3,836,770.333   337,432.066   MT  0.99992575   -1 00 33.0
 EQ0960
 EQ0960!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EQ0960!SPC NM C     -   0.99976682  x   0.99992843  =   0.99969526
 EQ0960!SPC NM W     -   0.99976682  x   1.00003280  =   0.99979961
 EQ0960!UTM  13      -   0.99976682  x   0.99992575  =   0.99969258
 EQ0960
 EQ0960                          SUPERSEDED SURVEY CONTROL
 EQ0960
 EQ0960  NAD 83(1986)-  34 39 35.98147(N)    106 46 26.85133(W) AD(       ) 4
 EQ0960  NAD 27      -  34 39 35.76707(N)    106 46 24.75316(W) AD(       ) 3
 EQ0960  NGVD 29 (07/19/86) 1507.     (m)         4944.     (f) VERT ANG       
 EQ0960
 EQ0960.Superseded values are not recommended for survey control.
 EQ0960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0960.See file dsdata.txt to determine how the superseded data were derived.
 EQ0960
 EQ0960_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU3743236770(NAD 83)
 EQ0960_MARKER: 53 = ELEVATED TANK
 EQ0960
 EQ0960  HISTORY     - Date     Condition        Report By
 EQ0960  HISTORY     - 1954     FIRST OBSERVED   CGS
 EQ0960  HISTORY     - 1958     GOOD             CGS
 EQ0960  HISTORY     - 1959     GOOD             CGS
 EQ0960  HISTORY     - 1969     GOOD             CGS
 EQ0960  HISTORY     - 1969     GOOD             CGS
 EQ0960  HISTORY     - 20050206 GOOD             GEOCAC
 EQ0960
 EQ0960                          STATION DESCRIPTION
 EQ0960
 EQ0960'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (WRH)
 EQ0960'THE TANK IS LOCATED IN THE TOWN OF BELEN.
 EQ0960'
 EQ0960'THE TANK IS A LARGE STEEL TANK MOUNTED ON A FOUR LEGGED STEEL
 EQ0960'STRUCTURE AND IS ABOUT 85 FEET HIGH.  THE CENTER OF THE TOP
 EQ0960'OF TANK WAS INTERSECTED.
 EQ0960
 EQ0960                          STATION RECOVERY (1958)
 EQ0960
 EQ0960'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (RLE)
 EQ0960'THE STATION IS LOCATED NEAR THE CENTRAL PART OF BELEN, 151 FEET
 EQ0960'SOUTH OF BECKER AVENUE AND 40 FEET SOUTHWEST OF A CONCRETE
 EQ0960'BUILDING.  IT IS A CYLINDRICAL TANK WITH A CONICAL ROOF AND
 EQ0960'HAS A BALL AT THE APEX OF THE ROOF.  THE TANK IS SUPPORTED
 EQ0960'BY A FOUR LEGGED STEEL STRUCTURE AND IS PAINTED SILVER IN COLOR.
 EQ0960'THE OVERALL HEIGHT IS 120 FEET.
 EQ0960'
 EQ0960'THE POINT INTERSECTED WAS THE BALL AT THE APEX OF THE ROOF.
 EQ0960
 EQ0960                          STATION RECOVERY (1959)
 EQ0960
 EQ0960'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (JCS)
 EQ0960'THE TANK IS LOCATED IN THE EASTERN SECTION OF TOWN AT THE
 EQ0960'SOUTHEAST CORNER OF THE INTERSECTION OF BECKER AVE, AND S.
 EQ0960'6 TH. ST.  IT IS A LARGE STEEL TANK MOUNTED ON A FOUR LEGGED
 EQ0960'STEEL STRUCTURE ABOUT 85 FEET HIGH, PAINTED SILVER WITH BELEN
 EQ0960'PAINTED IN BLACK LETTERS ON THE WEST SIDE.
 EQ0960
 EQ0960                          STATION RECOVERY (1969)
 EQ0960
 EQ0960'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JLC)
 EQ0960'THE STATION WAS RECOVERED AS DESCRIBED BY J.C.S. 1959.  THE
 EQ0960'POINT INTERSECTED WAS THE BALL AT THE APEX OF THE ROOF.
 EQ0960
 EQ0960                          STATION RECOVERY (1969)
 EQ0960
 EQ0960'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LGB)
 EQ0960'RECOVERED AS PREVIOUSLY DESCRIBED.
 EQ0960
 EQ0960                          STATION RECOVERY (2005)
 EQ0960
 EQ0960'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 EQ0960'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0736 ***********************************************************************
 EQ0736  DESIGNATION -  BELEN NORTH BASE
 EQ0736  PID         -  EQ0736
 EQ0736  STATE/COUNTY-  NM/SOCORRO
 EQ0736  USGS QUAD   -  BLACK BUTTE (1979)
 EQ0736
 EQ0736                         *CURRENT SURVEY CONTROL
 EQ0736  ___________________________________________________________________
 EQ0736* NAD 83(1992)-  34 28 58.43433(N)    106 41 46.18306(W)     ADJUSTED  
 EQ0736* NAVD 88     -      1533.29   (+/-2cm)    5030.5    (feet)  VERTCON   
 EQ0736  ___________________________________________________________________
 EQ0736  LAPLACE CORR-           5.30  (seconds)                    DEFLEC99
 EQ0736  GEOID HEIGHT-         -21.57  (meters)                     GEOID03
 EQ0736
 EQ0736  HORZ ORDER  -  FIRST
 EQ0736  VERT ORDER  -  THIRD ? (See Below)
 EQ0736
 EQ0736.The horizontal coordinates were established by classical geodetic methods
 EQ0736.and adjusted by the National Geodetic Survey in December 1993..
 EQ0736
 EQ0736.The NAVD 88 height was computed by applying the VERTCON shift value to
 EQ0736.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EQ0736.The vertical order pertains to the NGVD 29 superseded value.
 EQ0736
 EQ0736.The Laplace correction was computed from DEFLEC99 derived deflections.
 EQ0736
 EQ0736.The geoid height was determined by GEOID03.
 EQ0736
 EQ0736;                    North         East     Units Scale Factor Converg.
 EQ0736;SPC NM C     -   386,305.185   459,020.077   MT  0.99992069   -0 15 09.4
 EQ0736;SPC NM C     - 1,267,402.93  1,505,968.37   sFT  0.99992069   -0 15 09.4
 EQ0736;SPC NM W     -   386,808.191   934,452.897   MT  1.00005110   +0 38 38.0
 EQ0736;SPC NM W     - 1,269,053.21  3,065,784.21   sFT  1.00005110   +0 38 38.0
 EQ0736;UTM  13      - 3,817,006.376   344,246.803   MT  0.99989902   -0 57 37.8
 EQ0736
 EQ0736!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EQ0736!SPC NM C     -   0.99976275  x   0.99992069  =   0.99968346
 EQ0736!SPC NM W     -   0.99976275  x   1.00005110  =   0.99981384
 EQ0736!UTM  13      -   0.99976275  x   0.99989902  =   0.99966180
 EQ0736
 EQ0736|---------------------------------------------------------------------|
 EQ0736| PID    Reference Object                     Distance      Geod. Az  |
 EQ0736|                                                           dddmmss.s |
 EQ0736| CD1587 BELEN NORTH BASE RM 2                23.324 METERS 06059     |
 EQ0736| CD1588 BELEN NORTH BASE RM 3                20.735 METERS 06958     |
 EQ0736| EQ0729 BECKER COAL ELEVATOR OLD            APPROX. 7.7 KM 0785321.6 |
 EQ0736| EQ0730 BECKER COAL ELEVATOR                APPROX. 7.6 KM 0790117.7 |
 EQ0736| CD1585 BELEN NORTH BASE AZ MK                             1670312.4 |
 EQ0736| EQ0738 TURUTUTU HILL TARGET                APPROX. 8.2 KM 1730358.4 |
 EQ0736| EQ0739 HILL BETWEEN BELEN BASE STAS        APPROX. 8.2 KM 1730402.2 |
 EQ0736| EQ0737 EL PASO PUEBLO AWY BCN 19           APPROX. 8.0 KM 2095628.8 |
 EQ0736| DS1331 MAGDALENA MOUNTAIN LOOKOUT          APPROX.71.0 KM 2195025.0 |
 EQ0736| EQ1030 NORTH BALDY MOUNTAIN                APPROX.65.6 KM 2230510.8 |
 EQ0736| EQ0735 WINDMILL W OF BELEN NORTH BASE      APPROX. 1.7 KM 2802829.1 |
 EQ0736| EQ0960 BELEN MUNICIPAL TANK                APPROX.20.9 KM 3400046.0 |
 EQ0736| CD1586 BELEN NORTH BASE RM 1                23.219 METERS 34637     |
 EQ0736|---------------------------------------------------------------------|
 EQ0736
 EQ0736                          SUPERSEDED SURVEY CONTROL
 EQ0736
 EQ0736  NAD 83(1986)-  34 28 58.43969(N)    106 41 46.18284(W) AD(       ) 1
 EQ0736  NAD 27      -  34 28 58.20958(N)    106 41 44.09644(W) AD(       ) 1
 EQ0736  NGVD 29 (07/19/86) 1532.55   (m)         5028.0    (f) LEVELING    3  
 EQ0736
 EQ0736.Superseded values are not recommended for survey control.
 EQ0736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0736.See file dsdata.txt to determine how the superseded data were derived.
 EQ0736
 EQ0736_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU4424717006(NAD 83)
 EQ0736_MARKER: DS = TRIANGULATION STATION DISK
 EQ0736_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EQ0736_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EQ0736
 EQ0736  HISTORY     - Date     Condition        Report By
 EQ0736  HISTORY     - 1919     MONUMENTED       CGS
 EQ0736  HISTORY     - 1935     GOOD             CGS
 EQ0736  HISTORY     - 1946     GOOD             CGS
 EQ0736  HISTORY     - 1954     GOOD             CGS
 EQ0736  HISTORY     - 1954     GOOD             CGS
 EQ0736  HISTORY     - 1958     GOOD             CGS
 EQ0736  HISTORY     - 1964     GOOD             CGS
 EQ0736  HISTORY     - 1966     GOOD             CGS
 EQ0736  HISTORY     - 1969     GOOD             CGS
 EQ0736  HISTORY     - 1972     GOOD             USGS
 EQ0736  HISTORY     - 1972     GOOD             NGS
 EQ0736  HISTORY     - 1973     GOOD             NGS
 EQ0736  HISTORY     - 1974     GOOD             LOCENG
 EQ0736
 EQ0736                          STATION DESCRIPTION
 EQ0736
 EQ0736'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EQ0736'THE STATION IS 12.5 MILES AIRLINE SSE OF BELEN, IN THE NW
 EQ0736'1/4 SEC. 13, T. 3 N., R. 2 E., 20 METERS (66 FEET) W OF THE
 EQ0736'OLD OCEAN-TO-OCEAN HIGHWAY, 1.2 MILES BY ROAD S OF A SMALL
 EQ0736'BRIDGE OVER A DRY STREAM, AND ON THE CREST OF THE FIRST RIDGE
 EQ0736'S OF THE BRIDGE.
 EQ0736'
 EQ0736'TO REACH THE STATION, GO E ON U.S. HIGHWAY 60 FROM ITS
 EQ0736'INTERSECTION WITH U.S. HIGHWAY 85 FOR A DISTANCE OF 9.3
 EQ0736'MILES TO A CROSS ROAD, THENCE N ON THE GRAVELED ROAD 4.2 MILES
 EQ0736'TO THE STATION.
 EQ0736'
 EQ0736'THE STATION MARK IS STAMPED 1919 BUT IT WAS NOT OCCUPIED UNTIL
 EQ0736'1920.  THE STATION WAS RECOVERED IN 1921, 1934, AND 1935.
 EQ0736'IN 1934 THE STATION WAS REPORTED TO BE 4 METERS (13 FEET) W
 EQ0736'OF THE W EDGE OF THE GRAVEL ROAD WHICH USED TO BE THE
 EQ0736'OCEAN-TO-OCEAN HIGHWAY.  THE STATION, UNDERGROUND, AND REFERENCE
 EQ0736'MARKS ARE BRONZE DISKS SET IN CONCRETE.
 EQ0736'
 EQ0736'REFERENCE MARK 1 IS 23.318 METERS (76.50 FEET) FROM THE
 EQ0736'STATION N 13 DEG 24 MIN W AND REFERENCE MARK 2 IS
 EQ0736'22.924 METERS (75.21 FEET) FROM THE STATIONN 68 DEG 19 MIN E.
 EQ0736
 EQ0736                          STATION RECOVERY (1946)
 EQ0736
 EQ0736'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (CAE)
 EQ0736'STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD CONDITION.
 EQ0736'AN AZIMUTH MARK WAS ESTABLISHED AS NOTED BELOW.  THE MEASURED
 EQ0736'DISTANCES TO THE REFERENCE MARKS DO NOT AGREE WITH THE PUBLISHED
 EQ0736'DISTANCES.  THE NEW DISTANCES WERE CHECKED.
 EQ0736'
 EQ0736'STATION IS LOCATED ABOUT 13 MILES, AIRLINE, SSE OF BELEN,
 EQ0736'5 MILES WSW OF THE RAILROAD SETTLEMENT OF BECKER, AND 4 MILES
 EQ0736'N OF U.S. HIGHWAY 60.
 EQ0736'
 EQ0736'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 60 AND
 EQ0736'85, GO E ON HIGHWAY 60 FOR 8.9 MILES TO A CROSSROAD WHICH IS
 EQ0736'ABOUT 1 MILE NNE OF A CONSPICUOUS HILL (TURUTUTU HILL).  TURN
 EQ0736'LEFT ON THIS TRACK ROAD, PASSING OVER A CATTLE GUARD.  GO N
 EQ0736'FOR 3.5 MILES TO THE AZIMUTH MARK ON THE LEFT (W).  CONTINUE
 EQ0736'0.55 MILE TO THE STATION ON THE LEFT.
 EQ0736'
 EQ0736'STATION IS LOCATED 29 FEET W OF A TRACK ROAD AND 20.5 FEET N
 EQ0736'OF A 4-INCH SQUARE WITNESS POST.  IT IS MARKED BY A BRONZE
 EQ0736'STATION DISK STAMPED N BASE 1919 AND SET IN A SQUARE CONCRETE
 EQ0736'POST WHICH PROJECTS 4 INCHES ABOVE THE GROUND.
 EQ0736'
 EQ0736'REFERENCE MARK 1 IS LOCATED N OF THE STATION AND ABOUT 1-1/2
 EQ0736'FEET LOWER.  IT IS 30 FEET W OF THE CENTER OF THE TRACK
 EQ0736'ROAD.  IT IS MARKED BY A BRONZE REFERENCE DISK STAMPED N BASE
 EQ0736'NO 1 1919 AND SET IN THE TOP OF A ROUND CONCRETE POST WHICH
 EQ0736'PROJECTS 4 INCHES ABOVE THE GROUND.
 EQ0736'
 EQ0736'REFERENCE MARK 2 IS LOCATED ENE OF THE STATION AND ABOUT
 EQ0736'1-1/2 FEET LOWER.  IT IS 44 FEET E OF THE CENTER OF THE TRACK
 EQ0736'ROAD.  IT IS MARKED BY A BRONZE REFERENCE DISK STAMPED N BASE
 EQ0736'NO 2 1919 AND SET IN THE TOP OF A ROUND CONCRETE POST WHICH
 EQ0736'PROJECTS 8 INCHES ABOVE THE GROUND.
 EQ0736'
 EQ0736'THE AZIMUTH MARK IS LOCATED 0.55 MILE SSE OF THE STATION, 24 FEET
 EQ0736'W OF THE CENTER OF A TRACK ROAD, AND 4.3 FEET N OF A 4-INCH
 EQ0736'SQUARE WITNESS POST.  IT IS MARKED BY A BRONZE AZIMUTH DISK
 EQ0736'STAMPED N BASE 1946 AND SET IN THE TOP OF A SQUARE CONCRETE
 EQ0736'POST WHICH PROJECTS 2 INCHES ABOVE THE GROUND.
 EQ0736
 EQ0736                          STATION RECOVERY (1954)
 EQ0736
 EQ0736'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (CAS)
 EQ0736'STATION WAS RECOVERED AS DESCRIBED IN THE 1946 DESCRIPTION.
 EQ0736'ALL MARKS WERE FOUND TO BE IN GOOD CONDITION.  THE 1946
 EQ0736'DESCRIPTION IS ADEQUATE.
 EQ0736
 EQ0736                          STATION RECOVERY (1954)
 EQ0736
 EQ0736'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (WRH)
 EQ0736'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 EQ0736'FOUND IN GOOD CONDITION.  A COMPLETE DESCRIPTION FOLLOWS.
 EQ0736'
 EQ0736'THE STATION IS LOCATED AIRLINE, ABOUT 13 MILES SOUTH-SOUTHEAST
 EQ0736'OF BELEN, ABOUT 5 MILES WEST-SOUTHWEST OF THE RAILROAD SETTLEMENT
 EQ0736'OF BECKER AND ABOUT 4 MILES NORTH OF U.S. HIGHWAY 60 ALONG
 EQ0736'THE WEST SIDE OF A NORTH-SOUTH DIRT ROAD.
 EQ0736'
 EQ0736'THE STATION IS A STANDARD DISK STAMPED BELEN N BASE 1919
 EQ0736'SET IN TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 EQ0736'ABOUT 4 INCHES ABOVE THE GROUND.  IT IS 18 FEET SOUTH OF A
 EQ0736'WHITE WITNESS POST AND 29 FEET WEST OF THE CENTER LINE OF
 EQ0736'A DIRT ROAD.
 EQ0736'
 EQ0736'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED BELEN N
 EQ0736'BASE NO 1 1919 SET IN TOP OF A CONCRETE CYLINDER WHICH IS
 EQ0736'ABOUT 12-INCHES IN DIAMETER, PROJECTS ABOUT 4 INCHES ABOVE
 EQ0736'THE GROUND AND IS ABOUT 1-1/2 FEET LOWER THAN THE STATION.
 EQ0736'IT IS 30 FEET WEST OF THE CENTER LINE OF THE DIRT ROAD.
 EQ0736'
 EQ0736'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED BELEN
 EQ0736'N BASE NO 2 1919 SET IN TOP OF A CONCRETE CYLINDER WHICH IS
 EQ0736'ABOUT 14-INCHES IN DIAMETER, PROJECTS ABOUT 8 INCHES ABOVE THE
 EQ0736'GROUND AND IS ABOUT 1-1/2 FEET LOWER THAN THE STATION.  IT IS
 EQ0736'44 FEET EAST OF THE CENTER LINE OF THE DIRT ROAD.
 EQ0736'
 EQ0736'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BELEN N BASE 1946
 EQ0736'SET IN TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 EQ0736'ABOUT 3 INCHES ABOVE THE GROUND.  IT IS 24 FEET WEST OF THE
 EQ0736'CENTER LINE OF THE DIRT ROAD.
 EQ0736'
 EQ0736'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 85
 EQ0736'AND 60 AT THE WEST EDGE OF BERNARDO, GO EAST ON U.S. HIGHWAY
 EQ0736'60 FOR 9.4 MILES TO A CROSS-ROAD.  TURN LEFT OFF THE HIGHWAY,
 EQ0736'PASS THROUGH A WIRE GATE AND FOLLOW THE DIRT ROAD NORTH FOR
 EQ0736'3.75 MILES TO THE AZIMUTH MARK ON THE LEFT, WEST SIDE.  CONTINUE
 EQ0736'NORTH ON THE DIRT ROAD FOR 0.55 MILE TO A WHITE WITNESS POST
 EQ0736'ON THE LEFT, WEST SIDE AND THE STATION.
 EQ0736'
 EQ0736'THE DISCREPANCY IN MEASUREMENTS OF THE REFERENCE MARKS WERE
 EQ0736'NOTED AND CHECKED IN THE FIELD.
 EQ0736
 EQ0736                          STATION RECOVERY (1958)
 EQ0736
 EQ0736'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (RLE)
 EQ0736'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2
 EQ0736'AND THE AZIMUTH MARK WERE RECOVERED AND FOUND TO BE IN GOOD
 EQ0736'CONDITION.  A NEW DESCRIPTION FOLLOWS.
 EQ0736'
 EQ0736'THE STATION IS LOCATED ABOUT 16 MILES SOUTH-SOUTHEAST OF BELEN,
 EQ0736'6 MILES EAST OF THE RIO GRANDE RIVER, ALONG THE WEST SIDE OF
 EQ0736'A TRACK ROAD WHICH RUNS IN A NORTH-SOUTH DIRECTION.  IT IS 30
 EQ0736'FEET WEST OF THE CENTER OF A TRACK ROAD AND 16 FEET SOUTH
 EQ0736'OF A WHITE WITNESS POST.  THE MARK PROJECTS 4 INCHES ABOVE
 EQ0736'THE SURFACE OF THE GROUND AND IS STAMPED BELEN N BASE 1919.
 EQ0736'
 EQ0736'REFERENCE MARK NO. 1 IS 32 FEET WEST OF THE CENTER OF A TRACK
 EQ0736'ROAD.  THE MARK PROJECTS 4 INCHES ABOVE THE SURFACE OF THE
 EQ0736'GROUND AND IS STAMPED BELEN N BASE NO 1 1919.
 EQ0736'
 EQ0736'REFERENCE MARK NO. 2 IS 44 FEET EAST OF THE CENTER OF A TRACK
 EQ0736'ROAD.  THE MARK PROJECTS 6 INCHES ABOVE THE SURFACE OF THE
 EQ0736'GROUND AND IS STAMPED BELEN N BASE NO 2 1919.
 EQ0736'
 EQ0736'THE AZIMUTH MARK IS 24 FEET WEST OF THE CENTER OF A TRACK
 EQ0736'ROAD.  THE MARK PROJECTS 2 INCHES ABOVE THE SURFACE OF THE
 EQ0736'GROUND AND IS STAMPED BELEN N BASE 1946.
 EQ0736'
 EQ0736'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 85
 EQ0736'AND 60 AT THE WEST EDGE OF THE SMALL VILLAGE OF BERNARDO GO
 EQ0736'EAST ON U.S. HIGHWAY 60 FOR 3.3 MILES TO THE JUNCTION WITH
 EQ0736'STATE HIGHWAY 47.  CONTINUE STRAIGHT AHEAD ON U.S. HIGHWAY
 EQ0736'60 AND GO 5.9 MILES TO A TRACK ROAD ON THE LEFT AND A GRADED
 EQ0736'ROAD ON THE RIGHT.  TURN LEFT AND PASS THROUGH A WIRE GATE
 EQ0736'AND GO ABOUT 75 YARDS TO A FORK.  TAKE THE RIGHT FORK AND GO
 EQ0736'1.55 MILES TO ANOTHER FORK.  TAKE THE RIGHT FORK AND GO 2.05
 EQ0736'MILES TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.  CONTINUE
 EQ0736'STRAIGHT AHEAD ON THE TRACK ROAD AND GO 0.55 MILE TO THE
 EQ0736'STATION ON THE LEFT AS DESCRIBED.
 EQ0736
 EQ0736                          STATION RECOVERY (1964)
 EQ0736
 EQ0736'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (FHB)
 EQ0736'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 EQ0736'FOUND IN GOOD CONDITION EXCEPT REFERENCE MARK NUMBER 2 WHICH
 EQ0736'WAS FOUND LYING ON TOP OF THE GROUND.  THE AREA IS NOW BEING
 EQ0736'SUB-DIVIDED FOR HOUSING DEVELOPMENT SO THE STATION COULD BE
 EQ0736'COMPLETELY DESTROYED IN THE NEAR FUTURE.
 EQ0736'
 EQ0736'THE DESCRIPTION ON HOW TO REACH THE STATION IS COMPLETELY
 EQ0736'ADEQUATE.
 EQ0736
 EQ0736                          STATION RECOVERY (1966)
 EQ0736
 EQ0736'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JCC)
 EQ0736'THE STATION MARK, REFERENCE MARK 1 AND THE AZIMUTH MARK WERE
 EQ0736'RECOVERED IN GOOD CONDITION.  REFERENCE MARK 2 WAS RECOVERED
 EQ0736'AND FOUND TO BE DESTROYED.  A NEW REFERENCE MARK 3 WAS ESTABLISHED.
 EQ0736'FOLLOWING IS A COMPLETE DESCRIPTION.
 EQ0736'
 EQ0736'THE STATION IS ABOUT 13 MILES SOUTH-SOUTHEAST OF BELEN, 9 MILES
 EQ0736'NORTHEAST OF BERNADO, 4 MILES NORTH OF U.S. HIGHWAY 60,
 EQ0736'ON THE WEST SIDE OF A NORTH-SOUTH TRACK ROAD.
 EQ0736'
 EQ0736'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 85
 EQ0736'AND 60 AT BERNARDO, GO EAST ON U.S. HIGHWAY 60 FOR 3.5 MILES
 EQ0736'TO THE JUNCTION OF STATE HIGHWAY 47.  CONTINUE EAST ON HIGHWAY
 EQ0736'60 FOR 6.0 MILES TO A CROSSROAD AT SIGN WSMR RT 5 AND A BOARD
 EQ0736'GATE ON THE LEFT.  TURN LEFT, PASSING THROUGH THE GATE AND GO
 EQ0736'NORTH ON TRACK ROAD FOR 3.5 MILES TO THE AZIMUTH MARK ON THE
 EQ0736'LEFT.  CONTINUE AHEAD FOR 0.5 MILE TO THE STATION ON THE LEFT.
 EQ0736'
 EQ0736'STATION MARK IS A STANDARD DISK, STAMPED BELEN N BASE 1919,
 EQ0736'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST, THAT PROJECTS
 EQ0736'4 INCHES.  IT IS 29 FEET WEST OF THE CENTERLINE OF A NORTH-SOUTH
 EQ0736'TRACK ROAD, 45 FEET SOUTH OF THE CENTERLINE OF AN EAST-WEST
 EQ0736'ROAD AND 16.5 FEET SOUTH OF A WHITE WITNESS POST.
 EQ0736'
 EQ0736'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BELEN N BASE NO
 EQ0736'1 1919, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST
 EQ0736'THAT PROJECTS 3 INCHES.  IT IS 31 FEET WEST OF THE CENTERLINE
 EQ0736'OF THE TRACK ROAD, 30 FEET NORTH OF THE CENTERLINE OF THE
 EQ0736'EAST-WEST ROAD AND ABOUT THE SAME ELEVATION AS THE STATION.
 EQ0736'
 EQ0736'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED BELEN N BASE
 EQ0736'NO 3 1919 1966, SET IN THE TOP OF ABOUT A 14 INCH ROUND CONCRETE
 EQ0736'POST THAT PROJECTS 1 INCH.  IT IS 39 FEET EAST OF THE CENTERLINE
 EQ0736'OF THE TRACK ROAD AND 23 FEET SOUTH OF THE CENTERLINE OF THE
 EQ0736'EAST-WEST ROAD AND ABOUT THE SAME ELEVATION AS THE STATION.
 EQ0736'
 EQ0736'AZIMUTH MARK IS A STANDARD DISK, STAMPED BELEN N BASE 1946,
 EQ0736'SET IN THE TOP OF 12 INCH SQUARE CONCRETE POST THAT PROJECTS
 EQ0736'3 INCHES.  IT IS 27 FEET WEST OF THE CENTERLINE OF THE TRACK
 EQ0736'ROAD.
 EQ0736
 EQ0736                          STATION RECOVERY (1969)
 EQ0736
 EQ0736'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LGB)
 EQ0736'THE STATION MARK, REFERENCE MARKS 1 AND 3 AND THE AZIMUTH
 EQ0736'MARK WERE RECOVERED AS PREVIOUSLY DESCRIBED.  THE DISTANCE
 EQ0736'AND DIRECTION TO BOTH REFERENCE MARKS COMPARED FAVORABLY.
 EQ0736'A DIFFERENCE IN THE DIRECTION TO THE AZIMUTH MARK WAS NOTED AND
 EQ0736'VERIFIED.
 EQ0736'
 EQ0736'THE 1966 DESCRIPTION AND TO REACH IS ADEQUATE WITH THE EXCEPTION
 EQ0736'THAT A METAL WITNESS POST WITH SIGN ATTACHED WAS SET 3.5 FEET
 EQ0736'NORTH-NORTHEAST OF THE STATION.
 EQ0736'
 EQ0736'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--9 MILES
 EQ0736'NORTHEAST OF BERNARDO.
 EQ0736
 EQ0736                          STATION RECOVERY (1972)
 EQ0736
 EQ0736'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972 (IGT)
 EQ0736'THE STATION WAS NOT OCCUPIED, THUS DISTANCES AND DIRECTIONS
 EQ0736'TO REFERENCE MARKS AND AZIMUTH MARK WERE NOT OBSERVED.
 EQ0736'
 EQ0736'THE STATION MARK, REFERENCE MARKS NO. 1 AND NO. 3 WERE RECOVERED
 EQ0736'IN GOOD CONDITION.
 EQ0736'
 EQ0736'THE 1966 TO REACH DESCRIPTION IS ADEQUATE.
 EQ0736
 EQ0736                          STATION RECOVERY (1972)
 EQ0736
 EQ0736'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (DMA)
 EQ0736'THE STATION MARK IS A CENTER PUNCH INSIDE A TRIANGLE, WHICH
 EQ0736'IS CAST IN THE CENTER OF A USC AND GS BRASS TRIANGULATION
 EQ0736'DISK.  THE DISK IS SET IN THE CENTER TOP OF A ONE FOOT SQUARE
 EQ0736'CONCRETE POST, WHICH EXTENDS NINE INCHES ABOVE THE GROUND
 EQ0736'SURFACE.
 EQ0736'
 EQ0736'THE STATION MARK IS LOCATED 12.5 MILES SSE OF BELEN IN A FLAT
 EQ0736'BUSHY ARID PASTURE 30 FEET WEST OF A NORTH-SOUTH DIRT TRACK.
 EQ0736'THERE IS A WITNESS POST AT THE STATION SITE AND A 5 FEET
 EQ0736'HIGH WOOD OBSERVING STAND WAS SET OVER THE STATION MARK IN
 EQ0736'JUNE 1972.
 EQ0736'
 EQ0736'TO REACH THE STATION MARK FROM THE INTERSECTION (INTERCHANGE)
 EQ0736'OF I 25 AND U.S. HIGHWAY 60, PROCEED EAST ON U.S. 60 FOR
 EQ0736'8.9 MILES TO A GATE THROUGH A RANGE FENCE ON THE LEFT
 EQ0736'(NOTE--YOULL HAVE JUST PASSED A LARGE LONE HILL THAT IS
 EQ0736'APPROXIMATELY ONE MILE SOUTH OF THE HIGHWAY).  FROM HERE PROCEED
 EQ0736'NORTH THROUGH THE GATE (NOTE--THIS GATE OPENS INTO LAND
 EQ0736'BELONGING TO G.W.  BURRIS, P.O. BOX 345, BELEN, NEW MEXICO,
 EQ0736'AND IT MAY BE NECESSARY TO OBTAIN PERMISSION AND KEYS TO THE
 EQ0736'GATE BEFORE PROCEEDING) FOLLOWING A DIRT TRACK NORTH FOR
 EQ0736'4.0 MILES TO THE STATION MARK ON THE LEFT (WEST).
 EQ0736'NOTE--A TWO WHEEL DRIVE PICKUP TRUCK IS ADEQUATE FOR
 EQ0736'TRANSPORTATION TO THE STATION.
 EQ0736'
 EQ0736'R.M. 1 IS A CROSS CAST IN THE CENTER OF A USC AND GS BRASS
 EQ0736'DISK, STAMPED.  BELEN N BASE NO 1 1919.  THE DISK IS SET
 EQ0736'IN A CONCRETE POST WHICH EXTENDS 3 INCHES ABOVE THE GROUND.
 EQ0736'R.M. 1 IS LOCATED 23.215 METERS NNW OF THE STATION MARK.
 EQ0736'
 EQ0736'R.M. 3 IS A CROSS CAST IN THE CENTER OF A USC AND GS BRASS
 EQ0736'DISK, STAMPED.  BELEN N BASE NO 3 1919 1966.  THE DISK IS
 EQ0736'SET IN A CONCRETE POST WHICH EXTENDS 3 INCHES ABOVE THE
 EQ0736'GROUND.  R.M. 3 IS LOCATED 20.738 METERS ENE OF THE STATION
 EQ0736'MARK.
 EQ0736'
 EQ0736'THE AZIMUTH MARK IS A CROSS CAST IN THE CENTER OF A USC
 EQ0736'AND GS BRASS DISK, STAMPED.  BELEN N BASE 1946.  THE DISK IS
 EQ0736'SET IN A CONCRETE POST WHICH EXTENDS 6 INCHES ABOVE THE
 EQ0736'GROUND.  THE AZIMUTH MARK IS LOCATED 0.55 MILES SSE OF THE
 EQ0736'STATION MARK JUST WEST OF THE DIRT TRACK WHICH LEADS INTO
 EQ0736'THE STATION FROM THE HIGHWAY.
 EQ0736
 EQ0736                          STATION RECOVERY (1973)
 EQ0736
 EQ0736'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CWW)
 EQ0736'THE STATION, REFERENCE MARKS AND AZIMUTH MARK WERE RECOVERED
 EQ0736'AS DESCRIBED AND FOUND IN GOOD CONDITION.
 EQ0736'
 EQ0736'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--13 MILES
 EQ0736'SSE OF BELEN
 EQ0736
 EQ0736                          STATION RECOVERY (1974)
 EQ0736
 EQ0736'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1974 (SRC)
 EQ0736'NAME OF STATION (DID NOT RECORD OTHERS).
 EQ0736'
 EQ0736'STATION RECOVERED GOOD.
 EQ0736'
 EQ0736'DISTANCE AND DIRECTION FROM NEAREST TOWN--13 MILES SOUTH SOUTHEAST
 EQ0736'OF BELEN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0962 ***********************************************************************
 EQ0962  DESIGNATION -  BELEN RADIO STA KARS MAST
 EQ0962  PID         -  EQ0962
 EQ0962  STATE/COUNTY-  NM/VALENCIA
 EQ0962  USGS QUAD   -  BELEN (1991)
 EQ0962
 EQ0962                         *CURRENT SURVEY CONTROL
 EQ0962  ___________________________________________________________________
 EQ0962* NAD 83(1992)-  34 41 42.14319(N)    106 46 15.93559(W)     ADJUSTED  
 EQ0962* NAVD 88     -                                                        
 EQ0962  ___________________________________________________________________
 EQ0962  LAPLACE CORR-           1.47  (seconds)                    DEFLEC99
 EQ0962  GEOID HEIGHT-         -21.91  (meters)                     GEOID03
 EQ0962
 EQ0962  HORZ ORDER  -  THIRD
 EQ0962
 EQ0962.The horizontal coordinates were established by classical geodetic methods
 EQ0962.and adjusted by the National Geodetic Survey in December 1993..
 EQ0962
 EQ0962
 EQ0962.The Laplace correction was computed from DEFLEC99 derived deflections.
 EQ0962
 EQ0962.The geoid height was determined by GEOID03.
 EQ0962
 EQ0962;                    North         East     Units Scale Factor Converg.
 EQ0962;SPC NM C     -   409,869.563   452,259.082   MT  0.99992808   -0 17 47.8
 EQ0962;SPC NM C     - 1,344,713.72  1,483,786.67   sFT  0.99992808   -0 17 47.8
 EQ0962;SPC NM W     -   410,266.367   927,322.216   MT  1.00003337   +0 36 16.9
 EQ0962;SPC NM W     - 1,346,015.57  3,042,389.64   sFT  1.00003337   +0 36 16.9
 EQ0962;UTM  13      - 3,840,652.402   337,778.328   MT  0.99992436   -1 00 30.0
 EQ0962
 EQ0962                          SUPERSEDED SURVEY CONTROL
 EQ0962
 EQ0962  NAD 83(1986)-  34 41 42.14828(N)    106 46 15.93620(W) AD(       ) 4
 EQ0962  NAD 27      -  34 41 41.93758(N)    106 46 13.83723(W) AD(       ) 3
 EQ0962
 EQ0962.Superseded values are not recommended for survey control.
 EQ0962.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0962.See file dsdata.txt to determine how the superseded data were derived.
 EQ0962
 EQ0962_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU3777840652(NAD 83)
 EQ0962_MARKER: 42 = RADIO/TV MAST
 EQ0962
 EQ0962  HISTORY     - Date     Condition        Report By
 EQ0962  HISTORY     - 1969     FIRST OBSERVED   CGS
 EQ0962
 EQ0962                          STATION DESCRIPTION
 EQ0962
 EQ0962'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JLC)
 EQ0962'THE STATION IS LOCATED ON THE GROUNDS OF THE VALENCIA COUNTY
 EQ0962'FAIRGROUNDS IN BELEN AND OWNED BY THE BELEN BROADCASTING COMPANY
 EQ0962'INCORPORATED.
 EQ0962'
 EQ0962'IT IS A STEEL TRUSSWORK STRUCTURE SUPPORTED BY GUY CABLES AND
 EQ0962'PAINTED IN ALTERNATE SECTIONS OF RED AND WHITE.  IT HAS AN
 EQ0962'OVER-ALL HEIGHT OF 263 FEET.
 EQ0962'
 EQ0962'THE POINT INTERSECTED WAS THE RED LIGHT AT TOP AND CENTER OF
 EQ0962'THE MAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0733 ***********************************************************************
 EQ0733  DESIGNATION -  BELEN SOUTH BASE
 EQ0733  PID         -  EQ0733
 EQ0733  STATE/COUNTY-  NM/SOCORRO
 EQ0733  USGS QUAD   -  BECKER SW (1952)
 EQ0733
 EQ0733                         *CURRENT SURVEY CONTROL
 EQ0733  ___________________________________________________________________
 EQ0733* NAD 83(1992)-  34 19 20.18667(N)    106 39 04.70868(W)     ADJUSTED  
 EQ0733* NAVD 88     -      1672.42   (+/-2cm)    5486.9    (feet)  VERTCON   
 EQ0733  ___________________________________________________________________
 EQ0733  LAPLACE CORR-           7.20  (seconds)                    DEFLEC99
 EQ0733  GEOID HEIGHT-         -21.19  (meters)                     GEOID03
 EQ0733
 EQ0733  HORZ ORDER  -  FIRST
 EQ0733  VERT ORDER  -  THIRD ? (See Below)
 EQ0733
 EQ0733.The horizontal coordinates were established by classical geodetic methods
 EQ0733.and adjusted by the National Geodetic Survey in December 1993..
 EQ0733
 EQ0733.The NAVD 88 height was computed by applying the VERTCON shift value to
 EQ0733.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EQ0733.The vertical order pertains to the NGVD 29 superseded value.
 EQ0733
 EQ0733.The Laplace correction was computed from DEFLEC99 derived deflections.
 EQ0733
 EQ0733.The geoid height was determined by GEOID03.
 EQ0733
 EQ0733;                    North         East     Units Scale Factor Converg.
 EQ0733;SPC NM C     -   368,471.549   463,069.429   MT  0.99991681   -0 13 34.6
 EQ0733;SPC NM C     - 1,208,893.74  1,519,253.62   sFT  0.99991681   -0 13 34.6
 EQ0733;SPC NM W     -   369,037.503   938,780.809   MT  1.00006248   +0 39 59.6
 EQ0733;SPC NM W     - 1,210,750.54  3,079,983.37   sFT  1.00006248   +0 39 59.6
 EQ0733;UTM  13      - 3,799,124.653   348,075.867   MT  0.99988451   -0 55 52.5
 EQ0733
 EQ0733!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EQ0733!SPC NM C     -   0.99974086  x   0.99991681  =   0.99965769
 EQ0733!SPC NM W     -   0.99974086  x   1.00006248  =   0.99980332
 EQ0733!UTM  13      -   0.99974086  x   0.99988451  =   0.99962540
 EQ0733
 EQ0733:                Primary Azimuth Mark                     Grid Az
 EQ0733:SPC NM C     -  BECKER COAL ELEVATOR OLD                 010 12 31.1
 EQ0733:SPC NM W     -  BECKER COAL ELEVATOR OLD                 009 18 56.9
 EQ0733:UTM  13      -  BECKER COAL ELEVATOR OLD                 010 54 49.0
 EQ0733
 EQ0733|---------------------------------------------------------------------|
 EQ0733| PID    Reference Object                     Distance      Geod. Az  |
 EQ0733|                                                           dddmmss.s |
 EQ0733| EQ0729 BECKER COAL ELEVATOR OLD            APPROX.19.6 KM 0095856.5 |
 EQ0733| CD1590 BELEN SOUTH BASE RM 1                23.055 METERS 08922     |
 EQ0733| EQ0747 EL PASO PUEBLO AWY BCN 17           APPROX.17.1 KM 2183134.0 |
 EQ0733| DS1331 MAGDALENA MOUNTAIN LOOKOUT          APPROX.61.7 KM 2333244.9 |
 EQ0733| EQ1030 NORTH BALDY MOUNTAIN                APPROX.57.4 KM 2382651.3 |
 EQ0733| CD1591 BELEN SOUTH BASE RM 2                24.346 METERS 27048     |
 EQ0733| EQ0739 HILL BETWEEN BELEN BASE STAS        APPROX.10.2 KM 3420525.7 |
 EQ0733| EQ0738 TURUTUTU HILL TARGET                APPROX.10.2 KM 3420517.8 |
 EQ0733| CD1589 BELEN SOUTH BASE AZ MK                             3552231.4 |
 EQ0733|---------------------------------------------------------------------|
 EQ0733
 EQ0733                          SUPERSEDED SURVEY CONTROL
 EQ0733
 EQ0733  NAD 83(1986)-  34 19 20.19188(N)    106 39 04.70872(W) AD(       ) 1
 EQ0733  NAD 27      -  34 19 19.94400(N)    106 39 02.63400(W) AD(       ) 1
 EQ0733  NGVD 29 (07/19/86) 1671.64   (m)         5484.4    (f) LEVELING    3  
 EQ0733
 EQ0733.Superseded values are not recommended for survey control.
 EQ0733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0733.See file dsdata.txt to determine how the superseded data were derived.
 EQ0733
 EQ0733_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT4807699125(NAD 83)
 EQ0733_MARKER: DS = TRIANGULATION STATION DISK
 EQ0733_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EQ0733_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EQ0733
 EQ0733  HISTORY     - Date     Condition        Report By
 EQ0733  HISTORY     - 1919     MONUMENTED       CGS
 EQ0733  HISTORY     - 1935     GOOD             CGS
 EQ0733  HISTORY     - 1954     GOOD             CGS
 EQ0733  HISTORY     - 1954     GOOD             CGS
 EQ0733  HISTORY     - 1966     GOOD             CGS
 EQ0733  HISTORY     - 1969     GOOD             CGS
 EQ0733  HISTORY     - 1972     GOOD             NGS
 EQ0733  HISTORY     - 1972     GOOD             USGS
 EQ0733  HISTORY     - 1973     GOOD             NGS
 EQ0733  HISTORY     - 1975     GOOD             NGS
 EQ0733
 EQ0733                          STATION DESCRIPTION
 EQ0733
 EQ0733'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EQ0733'THE STATION IS 27.5 MILES BY ROAD SOUTH OF BELEN, 4 MILES
 EQ0733'EAST OF THE OLD AND NOW UNUSED OCEAN-TO-OCEAN HIGHWAY, 1.2
 EQ0733'MILES SOUTH-SOUTHWEST OF AN OLD ADOBE, ABANDONED HOUSE AND DIRT
 EQ0733'TANK, ABOUT 1-1/2 MILES WEST OF THE FOOT OF THE LOS PINOS
 EQ0733'MOUNTAINS, AND ABOUT 50 METERS (164 FEET) FROM THE DIM ROAD
 EQ0733'LEADING SOUTHWEST FROM THE ADOBE HOUSE.  THE BASE LINE IS ON THE
 EQ0733'WEST SIDE OF THE OCEAN-TO-OCEAN HIGHWAY AND NEARLY PARALLEL TO
 EQ0733'IT ALONG THE NORTHERN END.  THE STATION IS NEARLY ON LINE WITH
 EQ0733'THE PROJECTION OF THE ROAD.  TO REACH THE STATION, GO
 EQ0733'SOUTHWARD ON THE OLD OCEAN-TO-OCEAN HIGHWAY FROM ITS
 EQ0733'INTERSECTION WITH U.S. HIGHWAY 60, A DISTANCE OF 3.3 MILES,
 EQ0733'TO A LARGE, CONCRETE SIGNBOARD, BEAR LEFT OFF THE HIGHWAY AND
 EQ0733'GO SOUTH-SOUTHEASTWARD ACROSS COUNTRY 3.2 MILES TO A LARGE
 EQ0733'SURFACE TANK, THENCE GO SOUTHWARD ALONG AN OLD STOCK TRAIL
 EQ0733'1.1 MILES TO THE TOP OF THE FIRST LOW DIVIDE AND THE STATION.
 EQ0733'THE STATION MARK IS STAMPED 1919, BUT IT WAS NOT OCCUPIED
 EQ0733'UNTIL 1920.  THE STATION, UNDERGROUND, AND REFERENCE MARKS ARE
 EQ0733'STANDARD DISKS SET IN CONCRETE.
 EQ0733'REFERENCE MARK NO. 1 IS 24.33 METERS (79.8 FEET)
 EQ0733'FROM THE STATION N 89 DEG 14 MIN W, AND NO. 2 IS
 EQ0733'23.045 METERS (75.61 FEET) FROM THE STATION N 89 DEG 21 MIN E.
 EQ0733
 EQ0733                          STATION RECOVERY (1954)
 EQ0733
 EQ0733'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (CAS)
 EQ0733'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 EQ0733'TO BE IN GOOD CONDITION.  A NEW TO REACH THE STATION FOLLOWS.
 EQ0733'
 EQ0733'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 60
 EQ0733'AND 85 IN BERNARDO, GO EAST ON U.S. HIGHWAY 60 FOR 9.4 MILES
 EQ0733'TO A GRAVEL CROSSROAD, TURN RIGHT ON GRAVEL ROAD AND GO 1.45
 EQ0733'MILES TO WHERE ROAD FORKS JUST AFTER CROSSING A CATTLE GUARD,
 EQ0733'TURN LEFT AND GO SOUTHEASTERLY FOR 5.5 MILES TO A RANCH HOUSE,
 EQ0733'THENCE GO SOUTH ON DIRT ROAD FOR 1.8 MILES TO A FENCE, CONTINUE
 EQ0733'SOUTH ON DIRT ROAD FOR 0.3 MILE, TURN RIGHT AND GO ACROSS
 EQ0733'COUNTRY IN LINE WITH A BUTTE FOR 0.6 MILE TO THE STATION.
 EQ0733
 EQ0733                          STATION RECOVERY (1954)
 EQ0733
 EQ0733'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (WRH)
 EQ0733'THE STATION AND REFERENCE MARKS WERE RECOVERED AND FOUND TO
 EQ0733'BE IN GOOD CONDITION.  AN AZIMUTH MARK WAS SET AND IS DESCRIBED
 EQ0733'BELOW.  A COMPLETE DESCRIPTION FOLLOWS--
 EQ0733'
 EQ0733'THE STATION IS LOCATED ON FLAT GRAZING LAND ABOUT 1-1/2 MILES
 EQ0733'WEST OF THE FOOT OF THE LOS PINOS MOUNTAINS, ABOUT 24 MILES
 EQ0733'AIRLINE SOUTH-SOUTHWEST OF BELEN, AND ABOUT 25 MILES AIRLINE
 EQ0733'NORTHEAST OF SOCORRO.
 EQ0733'
 EQ0733'TO REACH THE STATION FROM THE POST OFFICE IN BELEN GO SOUTH ON
 EQ0733'U.S. HIGHWAY 85 FOR 16.5 MILES TO A HIGHWAY JUNCTION.  TURN
 EQ0733'LEFT ONTO U.S. HIGHWAY 60 AND GO EAST 8.8 MILES TO A DIRT
 EQ0733'CROSS ROAD.  TURN RIGHT AND GO SOUTH 1.2 MILES TO A FORK.  TAKE
 EQ0733'THE RIGHT FORK AND GO 0.2 MILE TO A FORK ON THE SOUTH SIDE OF A
 EQ0733'CATTLE GUARD.  TAKE THE RIGHT FORK AND GO SOUTH 5.3 MILES TO
 EQ0733'A SIDE ROAD ON THE LEFT.  TURN LEFT AND GO 0.3 MILE TO A CROSS
 EQ0733'ROAD.  TURN LEFT AND GO EAST 2.9 MILES TO A DIRT RESERVOIR.
 EQ0733'TURN RIGHT AND GO AROUND THE SOUTH SIDE OF THE RESERVOIR
 EQ0733'0.2 MILE TO A DEEP CATTLE TRAIL LEADING SOUTH.  TURN RIGHT
 EQ0733'AND GO SOUTH ALONG THE CATTLE TRAIL 0.6 MILE TO A WITNESS
 EQ0733'POST AND THE AZIMUTH MARK.  KEEP STRAIGHT AHEAD AND GO
 EQ0733'SOUTH 0.5 MILE TO A WITNESS POST AND THE STATION.
 EQ0733'
 EQ0733'THE STATION MARK IS A STANDARD DISK STAMPED S BASE 1919 1934
 EQ0733'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT PROJECTS
 EQ0733'3 INCHES ABOVE THE GROUND AND IS 10 FEET EAST-SOUTHEAST OF
 EQ0733'A WITNESS POST.
 EQ0733'
 EQ0733'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED SOUTH BASE
 EQ0733'NO 1 1920 1934 SET IN THE TOP OF A 12-INCH CONCRETE CYLINDER
 EQ0733'THAT PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS ABOUT 1 FOOT
 EQ0733'HIGHER THAN THE STATION.
 EQ0733'
 EQ0733'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED S BASE
 EQ0733'NO 2 1934 1919 SET IN THE TOP OF A 12-INCH CONCRETE CYLINDER
 EQ0733'THAT PROJECTS 6 INCHES ABOVE THE GROUND.  IT IS THE SAME
 EQ0733'ELEVATION AS THE STATION.
 EQ0733'
 EQ0733'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BELEN SOUTH BASE
 EQ0733'1919 1954 SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST
 EQ0733'THAT PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS 2 FEET WEST
 EQ0733'OF A WITNESS POST.
 EQ0733'
 EQ0733'HEIGHT OF STAND--2 M.
 EQ0733'
 EQ0733'NOTE--R.M. 1 AND R.M. 2 ARE REVERSED IN THE 1935 DESCRIPTION.
 EQ0733
 EQ0733                          STATION RECOVERY (1966)
 EQ0733
 EQ0733'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JCC)
 EQ0733'THE STATION MARK, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK
 EQ0733'WERE RECOVERED AS DESCRIBED IN 1954.  THE DISTANCE AND DIRECTIONS
 EQ0733'WERE VERIFIED AND THE DESCRIPTION TO REACH THE STATION IS
 EQ0733'ENTIRELY ADEQUATE.
 EQ0733
 EQ0733                          STATION RECOVERY (1969)
 EQ0733
 EQ0733'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LGB)
 EQ0733'THE STATION MARK, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH
 EQ0733'MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.  DISTANCES
 EQ0733'AND DIRECTIONS TO THE MARKS COMPARED FAVORABLE WITH 1966
 EQ0733'OBSERVATIONS.  DUE TO CHANGES IN THE AREA A COMPLETE NEW
 EQ0733'DESCRIPTION FOLLOWS.
 EQ0733'
 EQ0733'THE STATION IS ABOUT 23 MILES NORTHEAST OF SOCORRO, 15 MILES
 EQ0733'SOUTHEAST OF BERNARDO, 11-1/2 MILES EAST OF LA JOYA, 8-1/2
 EQ0733'MILES SOUTH OF U.S. HIGHWAY 60, AND ON PROPERTY LEASED BY MR. G.W.
 EQ0733'BURRIS.
 EQ0733'
 EQ0733'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY
 EQ0733'25 AND U.S. HIGHWAY AT BERNARDO, ABOUT 17 MILES SOUTH OF BELEN,
 EQ0733'GO EAST ON U.S. HIGHWAY 60 FOR 3.5 MILES TO STATE HIGHWAY 47.
 EQ0733'CONTINUE EAST ON U.S. HIGHWAY 60 FOR 6.0 MILES TO A CROSSROAD
 EQ0733'AND A RED BOARD GATE AND SIGN WSMR RT 5 ON THE RIGHT.  TURN
 EQ0733'RIGHT THROUGH BOARD GATE AND GO SOUTH ON BLADED ROAD FOR 1.25
 EQ0733'MILES TO A FORK.  KEEP RIGHT FOR 0.2 MILE TO A LOCKED BOARD
 EQ0733'GATE.  CONTINUE SOUTH ON BLADED ROAD FOR 6.05 MILES TO A FORK.
 EQ0733'TAKE THE LEFT FORK FOR 0.1 MILE TO A CROSSROAD.  TURN LEFT
 EQ0733'AND GO EAST ON BLADED ROAD FOR 3.25 MILES TO A DIRT
 EQ0733'RESERVOIR.  TURN RIGHT ALONG WEST SIDE OF RESERVOIR AND GO
 EQ0733'SOUTH ACROSS PASTURE LAND FOR 0.65 MILE TO THE AZIMUTH MARK.
 EQ0733'CONTINUE SOUTH ACROSS PASTURE LAND FOR 0.55 MILE TO THE
 EQ0733'STATION.
 EQ0733'
 EQ0733'THE STATION MARK IS A STANDARD DISK STAMPED S BASE 1919 1934,
 EQ0733'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT AND
 EQ0733'PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS 4 FEET NORTH OF A
 EQ0733'METAL WITNESS POST WITH SIGN ATTACHED.
 EQ0733'
 EQ0733'REFERENCE MARK 1 IS A STANDARD DISK STAMPED SOUTH BASE NO 1
 EQ0733'1920 1934, SET IN THE TOP OF A DOME SHAPED MASS OF CONCRETE
 EQ0733'12 INCHES IN DIAMETER AND PROJECTS 4 INCHES ABOVE THE GROUND.
 EQ0733'IT IS 76 FEET EAST OF THE WITNESS POST.
 EQ0733'
 EQ0733'REFERENCE MARK 2 IS A STANDARD DISK STAMPED S BASE NO 2 1919
 EQ0733'1934, SET IN THE TOP OF A DOME SHAPED MASS OF CONCRETE 12
 EQ0733'INCHES IN DIAMETER AND PROJECTS 6 INCHES ABOVE THE GROUND.
 EQ0733'IT IS 79 FEET WEST OF THE WITNESS POST.
 EQ0733'
 EQ0733'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BELEN SOUTH BASE
 EQ0733'1919 1954, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 EQ0733'AND PROJECTS 6 INCHES ABOVE THE GROUND.  IT IS 2 FEET SOUTH OF
 EQ0733'A METAL WITNESS POST WITH SIGN ATTACHED AND 1.5 FEET NORTHEAST
 EQ0733'OF A 4 BY 4 INCH WOODEN WITNESS POST.
 EQ0733'
 EQ0733'NO MEASUREMENT BETWEEN R.M.S DUE TO BEING 180 DEGREES FROM STATION.
 EQ0733'
 EQ0733'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--11-1/2
 EQ0733'MILES EAST OF LA JOYA
 EQ0733
 EQ0733                          STATION RECOVERY (1972)
 EQ0733
 EQ0733'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (FJG)
 EQ0733'THE STATION IS LOCATED 12 MILES SOUTHEAST OF BERNARDO, NEW
 EQ0733'MEXICO, 6 MILES SOUTH OF BLACK BUTTE, A LANDMARK 1 MILE SOUTH
 EQ0733'OF U.S. HIGHWAY 60.
 EQ0733'
 EQ0733'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 60 AND 85 IN
 EQ0733'BERNARDO, GO EAST ON U.S. HIGHWAY 60, 9.4 MILES TO A DIRT ROAD.
 EQ0733'TURN RIGHT (SOUTH) THROUGH GATE AND GO 1.4 MILES TO A ROAD
 EQ0733'FORK, GO THROUGH GATE AND TURN LEFT (EAST) AND GO 0.9 MILE TO
 EQ0733'A ROAD FORK NEAR BLACK WELLS.  GO RIGHT (SOUTHEAST) FOR 4.6
 EQ0733'MILES TO THE BURRIS AND NUNN RANCH BUILDINGS.  GO RIGHT
 EQ0733'(SOUTHWEST) THROUGH GATE ON TRACK ROAD 2.4 MILES (0.6 MILE BEYOND
 EQ0733'A GATE), TURN RIGHT 90 DEGREES AND DRIVE CROSS-COUNTRY 0.5
 EQ0733'MILE TO STATION SITE.
 EQ0733'
 EQ0733'THE STATION MARK AND REFERENCE MARKS ARE USC AND GS BRONZE
 EQ0733'DISKS SET IN CONCRETE POSTS.
 EQ0733'
 EQ0733'STATION MARK--PROJECTS 0.3 FOOT, STAMPED S BASE 1919 1934.
 EQ0733'
 EQ0733'REFERENCE MARK NO. 1--PROJECTS 0.3 FOOT, STAMPED SOUTH BASE
 EQ0733'NO. 1 1920 1934.
 EQ0733'
 EQ0733'REFERENCE MARK NO. 2--PROJECTS 0.5 FOOT, STAMPED S BASE
 EQ0733'NO. 2 1934 1919.
 EQ0733'
 EQ0733'STATION BELEN N BASE 1919 IS VISIBLE FROM THE GROUND TO SERVE
 EQ0733'AS AZIMUTH MARK.
 EQ0733'
 EQ0733'ALL OBSERVATIONS MADE FROM A STANDARD TRIPOD.
 EQ0733
 EQ0733                          STATION RECOVERY (1972)
 EQ0733
 EQ0733'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 EQ0733'THE STATION IS LOCATED 12 MI. SE. OF BERNARDO, NEW MEXICO, 6 MI. S.
 EQ0733'OF BLACK BUTTE, A LANDMARK 1 MI. S. OF U.S. HIGHWAY 60.
 EQ0733'
 EQ0733'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 60 AND 85 IN BERNARDO, GO
 EQ0733'E. ON U.S. HIGHWAY 60, 9.4 MI. TO A DIRT RD.  TURN RIGHT (S.) THROUGH
 EQ0733'GATE AND GO 1.4 MI. TO A RD. FORK, GO THROUGH GATE AND TURN LEFT (E.)
 EQ0733'AND GO 0.9 MI. TO A RD. FORK NEAR BLACK WELLS.  GO RIGHT (SE.) FOR
 EQ0733'4.6 MI. TO THE BURRIS AND NUNN RANCH BUILDINGS.  GO RIGHT (SW.)
 EQ0733'THROUGH GATE ON TRACK RD. 2.4 MI. (0.6 MI. BEYOND A GATE), TURN
 EQ0733'RIGHT 90 DEGREES AND DRIVE CROSS-COUNTRY 0.5 MI. TO STATION SITE.
 EQ0733'
 EQ0733'THE STATION MARK AND REFERENCE MARKS ARE USC AND GS BRONZE DISKS SET
 EQ0733'IN CONCRETE POSTS.
 EQ0733'
 EQ0733'STATION MARK--PROJECTS 0.3 FT., STAMPED---S BASE 1919 1934---.
 EQ0733'
 EQ0733'REFERENCE MARK NO. 1--PROJECTS 0.3 FT., STAMPED---SOUTH BASE NO. 1
 EQ0733'1920 1934---.
 EQ0733'
 EQ0733'REFERENCE MARK NO. 2--PROJECTS 0.5 FT., STAMPED---S BASE NO. 2 1934
 EQ0733'1919---.
 EQ0733'
 EQ0733'STATION --BELEN N BASE 1919-- IS VISIBLE FROM THE GROUND TO SERVE AS
 EQ0733'AZIMUTH MARK.
 EQ0733'
 EQ0733'ALL OBSERVATIONS MADE FROM A STANDARD TRIPOD.
 EQ0733
 EQ0733                          STATION RECOVERY (1973)
 EQ0733
 EQ0733'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 EQ0733'THE STATION, AZIMUTH AND REFERENCE MARKS WERE ALL RECOVERED
 EQ0733'IN GOOD CONDITION.  THE 1954 DESCRIPTION IS ADEQUATE, HOWEVER
 EQ0733'DUE TO HIGHWAY CHANGES, A NEW TO REACH FOLLOWS--
 EQ0733'
 EQ0733'TO REACH THE STATION FROM THE JUNCTION OF U.S. ROUTES I 25
 EQ0733'AND 60, 16.5 MILES SOUTH OF BELEN, N.M. GO EAST ON U.S. 60 FOR
 EQ0733'9.1 MILES TO A DIRT CROSSROADS.  TURN RIGHT AND GO SOUTH
 EQ0733'(PASSING THRU GATE) FOR 1.2 MILES TO A FORK.  TAKE THE RIGHT
 EQ0733'FORK AND CONTINUE SOUTHERLY FOR 0.2 MILE TO A *GATE JUST NORTH OF
 EQ0733'A FORK.  PASS THRU GATE AND CONTINUE SOUTHERLY ON RIGHT
 EQ0733'FORK FOR 5.1 MILES TO A ROAD LEFT.  TURN LEFT AND GO SOUTHEAST
 EQ0733'FOR 0.1 MILE TO A CROSSTRAIL.  TURN LEFT AND GO EAST NORTHEAST
 EQ0733'FOR 2.8 MILES TO A DIRT RESERVOIR.  TURN RIGHT AND GO AROUND
 EQ0733'WEST SIDE OF RESERVOIR FOR 0.2 MILE TO THE EXTREME SOUTH
 EQ0733'TIP AND SEVERAL DEEP CATTLE TRAILS.  TURN RIGHT AND GO
 EQ0733'SOUTHERLY ON EAST SIDE OF CATTLE TRAILS FOR 0.6 MILE TO THE
 EQ0733'AZIMUTH MARK.  CONTINUE SOUTH FOR 0.6 MILE TO THE TOP OF
 EQ0733'A SLIGHT RISE AND THE STATION.
 EQ0733'
 EQ0733'*THIS GATE WAS LOCKED AT THIS TIME TO DETER CATTLE RUSTLERS.
 EQ0733'A KEY MAY BE OBTAINED FROM THE CURRENT LANDOWNER, MR. G.W. BURRIS,
 EQ0733'P.O. BOX 345, BELEN, NEW MEXICO, TELEPHONE 864-7371.
 EQ0733
 EQ0733                          STATION RECOVERY (1975)
 EQ0733
 EQ0733'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (JRS)
 EQ0733'RM 1 TO RM 2 NOT MEASURED DUE TO BEING NEAR 180 DEGREES.
 EQ0733'
 EQ0733'THE STATION MARK, REFERENCE MARKS 1, 2 AND THE AZIMUTH
 EQ0733'MARK WERE RECOVERED IN GOOD CONDITION.  THE DISTANCE AND DIRECTION
 EQ0733'TO ALL MARKS CHECKED THE OLD DATA.  DUE TO CHANGES IN THE
 EQ0733'TO REACH A NEW DESCRIPTION FOLLOWS.
 EQ0733'
 EQ0733'THE STATION IS ABOUT 12-1/2 MILES SOUTHEAST OF BERNARDO, 11 MILES
 EQ0733'EAST OF LA JOYA, 7 MILES SOUTH OF U.S. HIGHWAY 60 AND
 EQ0733'ON PROPERTY OF THE NATIONAL WILDLIFE REFUGE, JOHN KIGER,
 EQ0733'TELEPHONE NUMBER 835-1439 GAVE PERMISSION TO VISIT THE STATION.
 EQ0733'
 EQ0733'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE
 EQ0733'HIGHWAY 25 AND U.S. HIGHWAY 60 EAST IN BERNARDO, GO EAST
 EQ0733'ON HIGHWAY 60 FOR 3.3 MILES TO THE JUNCTION WITH STATE
 EQ0733'HIGHWAY 47.  CONTINUE EAST ON HIGHWAY 60 FOR 5.8
 EQ0733'MILES TO A GRADED CROSSROAD AND A WOODEN GATE ON BOTH
 EQ0733'SIDES OF THE ROAD, WHICH IS ABOUT 1 MILE NORTHEAST
 EQ0733'OF A PROMINENT BLACK BUTTE.  TURN RIGHT, PASSING THROUGH GATE
 EQ0733'AND GO SOUTH ON THE GRADED ROAD FOR 1.2 MILES TO A
 EQ0733'FORK.  TAKE THE RIGHT FORK AND CONTINUE SOUTH ON THE GRADED
 EQ0733'ROAD FOR 0.15 MILE TO A WOODEN GATE.  PASS THROUGH GATE AND
 EQ0733'CONTINUE SOUTH ON THE GRADED ROAD FOR 5.9 MILES TO A FORK.  TAKE
 EQ0733'THE LEFT FORK AND GO SOUTHEAST ON THE GRADED ROAD FOR 0.1 MILE TO
 EQ0733'A GRADED CROSSROAD.  TURN LEFT AND GO NORTHEAST ON
 EQ0733'GRADED AND TRACK ROAD FOR 3.1 MILES TO A DIRT RESERVOIR.
 EQ0733'TURN RIGHT, PASSING TO THE WEST OF THE RESERVOIR AND GO
 EQ0733'SOUTH ACROSS PASTURE LAND FOR 0.7 MILE TO THE
 EQ0733'AZIMUTH MARK.  CONTINUE SOUTH ACROSS PASTURE LAND FOR 0.55
 EQ0733'MILE TO THE TOP OF A SMALL RISE AND THE STATION.
 EQ0733'
 EQ0733'STATION MARK IS A STANDARD DISK, STAMPED S BASE 1934 1919,
 EQ0733'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT,
 EQ0733'THAT PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS 11.5
 EQ0733'FEET NORTH OF A STEEL WITNESS POST.
 EQ0733'
 EQ0733'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED SOUTH BASE
 EQ0733'NO 1 1920 1934, SET IN THE TOP OF A 12-INCH ROUND DOME SHAPED
 EQ0733'CONCRETE MONUMENT, THAT PROJECTS 4 INCHES ABOVE THE
 EQ0733'GROUND.  IT IS 75.0 FEET EAST OF THE STEEL WITNESS POST AND
 EQ0733'ABOUT THE SAME ELEVATION AS THE STATION.
 EQ0733'
 EQ0733'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED S BASE
 EQ0733'NO 2 1919 1934, SET IN THE TOP OF A 12-INCH ROUND
 EQ0733'DOME SHAPED MONUMENT, THAT PROJECTS 4 INCHES ABOVE THE
 EQ0733'GROUND.  IT IS 83.5 FEET WEST OF THE STEEL WITNESS POST
 EQ0733'AND ABOUT THE SAME ELEVATION AS THE STATION.
 EQ0733'
 EQ0733'AZIMUTH MARK IS A STANDARD DISK, STAMPED BELEN SOUTH
 EQ0733'BASE 1919 1954, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE
 EQ0733'MONUMENT, THAT PROJECTS 5 INCHES ABOVE THE GROUND.  IT IS
 EQ0733'1.2 FEET WEST OF A STEEL WITNESS POST AND 1.2 FEET SOUTH
 EQ0733'OF A WOODEN WITNESS POST.
 EQ0733'
 EQ0733'HEIGHT OF LIGHT ABOVE STATION MARK 4.69 FEET.
 EQ0733'
 EQ0733'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 EQ0733'11 MILES EAST OF LA JOYA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0950 ***********************************************************************
 EQ0950  DESIGNATION -  BELEN STANDPIPE
 EQ0950  PID         -  EQ0950
 EQ0950  STATE/COUNTY-  NM/VALENCIA
 EQ0950  USGS QUAD   -  BELEN (1991)
 EQ0950
 EQ0950                         *CURRENT SURVEY CONTROL
 EQ0950  ___________________________________________________________________
 EQ0950* NAD 83(1992)-  34 39 17.85535(N)    106 47 47.21746(W)     ADJUSTED  
 EQ0950* NAVD 88     -                                                        
 EQ0950  ___________________________________________________________________
 EQ0950  LAPLACE CORR-           0.35  (seconds)                    DEFLEC99
 EQ0950  GEOID HEIGHT-         -21.93  (meters)                     GEOID03
 EQ0950
 EQ0950  HORZ ORDER  -  THIRD
 EQ0950
 EQ0950.The horizontal coordinates were established by classical geodetic methods
 EQ0950.and adjusted by the National Geodetic Survey in December 1993..
 EQ0950
 EQ0950
 EQ0950.The Laplace correction was computed from DEFLEC99 derived deflections.
 EQ0950
 EQ0950.The geoid height was determined by GEOID03.
 EQ0950
 EQ0950;                    North         East     Units Scale Factor Converg.
 EQ0950;SPC NM C     -   405,435.999   449,911.889   MT  0.99993091   -0 18 38.6
 EQ0950;SPC NM C     - 1,330,167.94  1,476,085.92   sFT  0.99993091   -0 18 38.6
 EQ0950;SPC NM W     -   405,795.997   925,044.789   MT  1.00002797   +0 35 22.7
 EQ0950;SPC NM W     - 1,331,349.03  3,034,917.78   sFT  1.00002797   +0 35 22.7
 EQ0950;UTM  13      - 3,836,248.323   335,376.273   MT  0.99993404   -1 01 18.3
 EQ0950
 EQ0950                          SUPERSEDED SURVEY CONTROL
 EQ0950
 EQ0950  NAD 83(1986)-  34 39 17.86050(N)    106 47 47.21803(W) AD(       ) 4
 EQ0950  NAD 27      -  34 39 17.64585(N)    106 47 45.11697(W) AD(       ) 3
 EQ0950
 EQ0950.Superseded values are not recommended for survey control.
 EQ0950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0950.See file dsdata.txt to determine how the superseded data were derived.
 EQ0950
 EQ0950_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU3537636248(NAD 83)
 EQ0950_MARKER: 52 = STANDPIPE TANK
 EQ0950
 EQ0950  HISTORY     - Date     Condition        Report By
 EQ0950  HISTORY     - 1954     FIRST OBSERVED   CGS
 EQ0950  HISTORY     - 20050315 GOOD             GEOCAC
 EQ0950
 EQ0950                          STATION DESCRIPTION
 EQ0950
 EQ0950'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (WRH)
 EQ0950'THE STANDPIPE IS LOCATED AT THE WEST EDGE OF THE TOWN OF BELEN.
 EQ0950'
 EQ0950'THE STANDPIPE IS A LARGE STEEL STANDPIPE ABOUT 25 FEET IN
 EQ0950'DIAMETER AND ABOUT 40 FEET HIGH.  THE CENTER OF THE TOP OF
 EQ0950'STANDPIPE WAS INTERSECTED.
 EQ0950
 EQ0950                          STATION RECOVERY (2005)
 EQ0950
 EQ0950'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 EQ0950'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0919 ***********************************************************************
 EQ0919  DESIGNATION -  BELENBECK
 EQ0919  PID         -  EQ0919
 EQ0919  STATE/COUNTY-  NM/VALENCIA
 EQ0919  USGS QUAD   -  TURN (1991)
 EQ0919
 EQ0919                         *CURRENT SURVEY CONTROL
 EQ0919  ___________________________________________________________________
 EQ0919* NAD 83(1992)-  34 37 22.80481(N)    106 42 24.53494(W)     ADJUSTED  
 EQ0919* NAVD 88     -      1520.0    (meters)    4987.     (feet)  VERTCON   
 EQ0919  ___________________________________________________________________
 EQ0919  LAPLACE CORR-           4.56  (seconds)                    DEFLEC99
 EQ0919  GEOID HEIGHT-         -21.76  (meters)                     GEOID03
 EQ0919
 EQ0919  HORZ ORDER  -  FIRST
 EQ0919
 EQ0919.The horizontal coordinates were established by classical geodetic methods
 EQ0919.and adjusted by the National Geodetic Survey in December 1993..
 EQ0919
 EQ0919.The NAVD 88 height was computed by applying the VERTCON shift value to
 EQ0919.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EQ0919
 EQ0919.The Laplace correction was computed from DEFLEC99 derived deflections.
 EQ0919
 EQ0919.The geoid height was determined by GEOID03.
 EQ0919
 EQ0919;                    North         East     Units Scale Factor Converg.
 EQ0919;SPC NM C     -   401,850.128   458,111.841   MT  0.99992162   -0 15 34.4
 EQ0919;SPC NM C     - 1,318,403.29  1,502,988.60   sFT  0.99992162   -0 15 34.4
 EQ0919;SPC NM W     -   402,338.984   933,300.977   MT  1.00004815   +0 38 24.4
 EQ0919;SPC NM W     - 1,320,007.15  3,062,004.96   sFT  1.00004815   +0 38 24.4
 EQ0919;UTM  13      - 3,832,561.047   343,531.046   MT  0.99990177   -0 58 11.9
 EQ0919
 EQ0919!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EQ0919!SPC NM C     -   0.99976488  x   0.99992162  =   0.99968652
 EQ0919!SPC NM W     -   0.99976488  x   1.00004815  =   0.99981302
 EQ0919!UTM  13      -   0.99976488  x   0.99990177  =   0.99966667
 EQ0919
 EQ0919:                Primary Azimuth Mark                     Grid Az
 EQ0919:SPC NM C     -  EL PASO PUEBLO AWY BCN 21                012 10 02.9
 EQ0919:SPC NM W     -  EL PASO PUEBLO AWY BCN 21                011 16 04.1
 EQ0919:UTM  13      -  EL PASO PUEBLO AWY BCN 21                012 52 40.4
 EQ0919
 EQ0919|---------------------------------------------------------------------|
 EQ0919| PID    Reference Object                     Distance      Geod. Az  |
 EQ0919|                                                           dddmmss.s |
 EQ0919| EQ0840 EL PASO PUEBLO AWY BCN 21           APPROX.21.7 KM 0115428.5 |
 EQ0919| CD1593 BELENBECK RM 1                       12.218 METERS 08331     |
 EQ0919| EQ0747 EL PASO PUEBLO AWY BCN 17           APPROX.47.1 KM 1864430.6 |
 EQ0919| EQ0737 EL PASO PUEBLO AWY BCN 19           APPROX.22.7 KM 1873704.8 |
 EQ0919| EQ0918 AIRWAY BCN 20 5 MI SE OF BELEN      203.038 METERS 20824     |
 EQ0919| CD1492 AIRWAY BCN 20 MI SE OF BELEN                       2082408.8 |
 EQ0919| EQ0942 BELEN CHURCH SPIRE CROSS            APPROX. 8.0 KM 3023513.2 |
 EQ0919| EQ0960 BELEN MUNICIPAL TANK                APPROX. 7.4 KM 3033829.5 |
 EQ0919| CD1592 BELENBECK AZ MK                                    3090056.9 |
 EQ0919| CD1594 BELENBECK RM 2                       15.240 METERS 33833     |
 EQ0919|---------------------------------------------------------------------|
 EQ0919
 EQ0919                          SUPERSEDED SURVEY CONTROL
 EQ0919
 EQ0919  NAD 83(1986)-  34 37 22.81011(N)    106 42 24.53485(W) AD(       ) 1
 EQ0919  NAD 27      -  34 37 22.59276(N)    106 42 22.44315(W) AD(       ) 1
 EQ0919  NGVD 29 (07/19/86) 1519.2    (m)         4984.     (f) VERT ANG       
 EQ0919
 EQ0919.Superseded values are not recommended for survey control.
 EQ0919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0919.See file dsdata.txt to determine how the superseded data were derived.
 EQ0919
 EQ0919_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU4353132561(NAD 83)
 EQ0919_MARKER: DS = TRIANGULATION STATION DISK
 EQ0919_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EQ0919_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EQ0919
 EQ0919  HISTORY     - Date     Condition        Report By
 EQ0919  HISTORY     - 1946     MONUMENTED       CGS
 EQ0919  HISTORY     - 1954     SEE DESCRIPTION  CGS
 EQ0919  HISTORY     - 1958     GOOD             CGS
 EQ0919  HISTORY     - 1968     GOOD             CGS
 EQ0919  HISTORY     - 1968     GOOD             CGS
 EQ0919  HISTORY     - 1969     GOOD             CGS
 EQ0919  HISTORY     - 1974     GOOD             LOCENG
 EQ0919
 EQ0919                          STATION DESCRIPTION
 EQ0919
 EQ0919'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAE)
 EQ0919'THE STATION IS ON SANDY PASTURE LAND ON A SLIGHT RISE ON THE
 EQ0919'NE SIDE OF THE BELEN-BECKER ROAD, ABOUT 4 MILES, AIRLINE,
 EQ0919'SE OF BELEN.
 EQ0919'
 EQ0919'TO REACH THE STATION FROM THE MAIN CORNER IN BELEN AT THE
 EQ0919'BECKER-DALIES COMPANY AND JUST W OF THE FIRST NATIONAL BANK,
 EQ0919'GO E ON THE STREET ON THE RIGHT OF THE BANK TO THE RAILROAD
 EQ0919'DEPOT, JOG LEFT, THEN RIGHT ACROSS THE TRACKS TO A RIGHT
 EQ0919'TURN ABOUT 0.05 MILE BEYOND THE CROSSING, A TOTAL DISTANCE OF
 EQ0919'0.8 MILE FROM THE BECKER-DALIES COMPANY.  TURN RIGHT 0.15
 EQ0919'MILE, THEN TURN LEFT ACROSS A SMALL CONCRETE BRIDGE, THENCE E
 EQ0919'1.75 MILES TO THE E END OF THE BRIDGE ACROSS THE RIO GRANDE.
 EQ0919'TURN RIGHT, CROSS A CATTLE GUARD, THENCE KEEP THE MAIN ROAD
 EQ0919'WHICH IS THE CENTER ONE OF THREE FORKS, AND CONTINUE 2.6
 EQ0919'MILES TO AN AIRWAY BEACON ON THE LEFT, AND THE STATION
 EQ0919'666.1 FEET NNE OF THE BEACON.
 EQ0919'
 EQ0919'THE STATION MARK, WHICH IS A BRONZE STATION DISK STAMPED
 EQ0919'BELENBECK 1946, IS SET IN A SQUARE CONCRETE POST PROJECTING
 EQ0919'ABOUT 4 INCHES ABOVE THE GROUND.  IT IS LOCATED 68 FEET
 EQ0919'NE OF THE CENTER OF AN OLD TRACK ROAD.  UNDERGROUND MARK IS
 EQ0919'A BRONZE STATION DISK IN CONCRETE.
 EQ0919'
 EQ0919'REFERENCE MARK 1, WHICH IS A BRONZE REFERENCE DISK STAMPED
 EQ0919'BELENBECK NO 1 1946, IS SET IN A SQUARE CONCRETE POST PROJECTING
 EQ0919'SLIGHTLY ABOVE THE GROUND.  IT IS LOCATED E OF THE STATION
 EQ0919'ON ABOUT THE SAME LEVEL.
 EQ0919'
 EQ0919'REFERENCE MARK 2, WHICH IS A BRONZE REFERENCE DISK STAMPED
 EQ0919'BELENBECK NO 2 1946, IS SET IN A SQUARE CONCRETE POST PROJECTING
 EQ0919'ABOUT 1 INCH ABOVE THE GROUND.  IT IS LOCATED NNW OF THE
 EQ0919'STATION ON ABOUT THE SAME LEVEL.
 EQ0919'
 EQ0919'THE AZIMUTH MARK, WHICH IS A BRONZE AZIMUTH DISK STAMPED
 EQ0919'BELENBECK 1946, IS SET IN A SQUARE CONCRETE POST PROJECTING
 EQ0919'ABOUT 4 INCHES ABOVE THE GROUND.  IT IS LOCATED UNDER THE
 EQ0919'CENTER OF THE AIRWAY BEACON AND SSW OF THE STATION.
 EQ0919
 EQ0919                          STATION RECOVERY (1954)
 EQ0919
 EQ0919'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (WRH)
 EQ0919'STATION RECOVERED AS DESCRIBED AND ALL MARKS ARE IN GOOD
 EQ0919'CONDITION.  A COMPLETE DESCRIPTION FOLLOWS.
 EQ0919'
 EQ0919'STATION IS LOCATED, AIRLINE, ABOUT 4 MILES SOUTHEAST OF BELEN, ON
 EQ0919'THE NORTHEAST SIDE OF THE BELEN-BECKER ROAD AND ON A SLIGHT
 EQ0919'RISE IN SANDY PASTURE LAND.
 EQ0919'
 EQ0919'STATION IS REACHED AS FOLLOWS--FROM THE JUNCTION OF STATE
 EQ0919'HIGHWAY 6 AND U.S. HIGHWAY 85 IN BELEN, GO EASTERLY ON STATE
 EQ0919'HIGHWAY 6 FOR 2.7 MILES TO THE JUNCTION OF STATE HIGHWAY 6
 EQ0919'AND 47 AT THE EAST END OF THE BRIDGE OVER THE RIO GRANDE
 EQ0919'RIVER.  CONTINUE EAST AND SOUTHEAST ON STATE HIGHWAY 6 FOR
 EQ0919'2.8 MILES TO THE AZIMUTH MARK ON THE LEFT UNDER AN AIRWAY
 EQ0919'BEACON TOWER.  THE STATION IS 666.17 FEET NORTH NORTHEAST
 EQ0919'OF THE AIRWAY BEACON TOWER AND THE AZIMUTH MARK.
 EQ0919'
 EQ0919'STATION MARK, STAMPED BELENBECK 1946, IS A STANDARD DISK SET
 EQ0919'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT PROJECTS
 EQ0919'10 INCHES.  IT IS 68.0 FEET NORTH OF THE CENTERLINE OF AN OLD
 EQ0919'BLADED DIRT ROAD AND 6.0 FEET NORTH OF A WITNESS POST.
 EQ0919'
 EQ0919'REFERENCE MARK NUMBER 1, STAMPED BELENBECK NO 1 1946, IS A
 EQ0919'STANDARD DISK SET IN THE TOP OF A 12 INCH SQUARE CONCRETE
 EQ0919'POST THAT PROJECTS 1 INCH AND IS AT ABOUT THE SAME ELEVATION
 EQ0919'AS THE STATION.
 EQ0919'
 EQ0919'REFERENCE MARK NUMBER 2, STAMPED BELENBECK NO 2 1946, IS A
 EQ0919'STANDARD DISK SET IN THE TOP OF A 12 INCH SQUARE CONCRETE
 EQ0919'POST THAT PROJECTS 2 INCHES AND IS AT ABOUT THE SAME ELEVATION
 EQ0919'AS THE STATION.
 EQ0919'
 EQ0919'AZIMUTH MARK, STAMPED BELENBECK 1946, IS A STANDARD DISK
 EQ0919'SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT PROJECTS
 EQ0919'6 INCHES.  IT IS DIRECTLY UNDER THE CENTER OF AIRWAY BEACON
 EQ0919'TOWER 20, ON AMBER 3, ALBUQUERQUE-EL PASO AIRWAY.
 EQ0919'
 EQ0919'NOTE--MEASUREMENTS TO THE MARKS WERE DOUBLE CHECKED IN THE
 EQ0919'FIELD.
 EQ0919
 EQ0919                          STATION RECOVERY (1958)
 EQ0919
 EQ0919'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (RLE)
 EQ0919'THE STATION MARK WAS LOWERED BY THIS PARTY, REFERENCE MARK
 EQ0919'NO. 1, REFERENCE MARK NO. 2 AND AZIMUTH MARK WERE RECOVERED
 EQ0919'AND FOUND IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 EQ0919'
 EQ0919'STATION IS LOCATED ABOUT 5 MILES SOUTHEAST OF BELEN, ON THE
 EQ0919'NORTHEAST SIDE OF THE BELEN-BECKER ROAD AND ON A SLIGHT RISE
 EQ0919'IN SANDY PASTURE LAND.  IT IS 74 FEET NORTH OF THE CENTER
 EQ0919'OF A BLADED DIRT ROAD AND 10 FEET EAST OF A WITNESS POST.
 EQ0919'THE MARK PROJECTS 8 INCHES ABOVE THE SURFACE OF THE GROUND
 EQ0919'AND IS STAMPED BELENBECK 1946 1958.
 EQ0919'
 EQ0919'REFERENCE MARK NO. 1 IS 50 FEET EAST OF A WITNESS POST AND IS
 EQ0919'ABOUT THE SAME ELEVATION AS THE STATION.  THE MARK IS SET
 EQ0919'FLUSH WITH THE SURFACE OF THE GROUND AND IS STAMPED BELENBECK
 EQ0919'NO 1 1946.
 EQ0919'
 EQ0919'REFERENCE MARK NO. 2 IS 95 FEET NORTH-NORTHEAST OF THE CENTER
 EQ0919'OF A BLADED DIRT ROAD, 45 FEET NORTH NORTH-NORTHWEST OF A
 EQ0919'WITNESS POST AND ABOUT THE SAME ELEVATION AS THE STATION.
 EQ0919'THE MARK PROJECTS 1 INCH ABOVE THE SURFACE OF THE GROUND AND
 EQ0919'IS STAMPED BELENBECK NO 2 1946.
 EQ0919'
 EQ0919'AZIMUTH MARK IS 130 FEET NORTHEAST OF THE CENTER OF STATE
 EQ0919'HIGHWAY 6 AND IS SET DIRECTLY UNDER THE CENTER OF AIRWAY
 EQ0919'BEACON TOWER 20, ON AMBER 3, ALBUQUERQUE-EL PASO AIRWAY.
 EQ0919'THE MARK PROJECTS 4 INCHES ABOVE THE SURFACE OF THE GROUND
 EQ0919'AND IS STAMPED BELENBECK 1946.
 EQ0919'
 EQ0919'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 6 AND U.S. HIGHWAY
 EQ0919'85 IN BELEN, TURN LEFT ON STATE HIGHWAY 6 AND GO EASTERLY FOR
 EQ0919'2.7 MILES TO THE JUNCTION OF STATE HIGHWAYS 6 AND 47 AT THE
 EQ0919'EAST END OF BRIDGE OVER RIO GRANDE RIVER, TURN RIGHT AND
 EQ0919'FOLLOW STATE HIGHWAY 6 EAST AND SOUTHEAST FOR 2.8 MILES TO
 EQ0919'THE AZIMUTH MARK ON THE LEFT UNDER AN AIRWAY BEACON TOWER.
 EQ0919'THE STATION IS (666.17) FEET NORTH-NORTHEAST OF THE AIRWAY
 EQ0919'BEACON AND THE AZIMUTH MARK.
 EQ0919'
 EQ0919'HEIGHT OF LIGHT PLATE ABOVE STATION MARK - 14.14 METERS.
 EQ0919
 EQ0919                          STATION RECOVERY (1968)
 EQ0919
 EQ0919'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (HWK)
 EQ0919'STATION MARK, REFERENCE MARKS NO 1 AND NO 2 WERE RECOVERED
 EQ0919'AND THESE MARKS WERE FOUND TO BE IN GOOD CONDITION.
 EQ0919'
 EQ0919'AZIMUTH MARK WAS RECOVERED BUT IT WAS FOUND TO BE DESTROYED.
 EQ0919'
 EQ0919'AZIMUTH MARK BELENBECK AZ 2 1946 1968 WAS RECOVERED AND THIS
 EQ0919'MARK WAS FOUND TO BE IN GOOD CONDITION.  TO REACH THIS AZIMUTH
 EQ0919'MARK FROM THE STATION GO WEST FOLLOWING DIRT ROAD FOR 0.55
 EQ0919'MILE TO THE ENTRANCE TO THE RIO GRANDE ESTATES AND THE AZIMUTH
 EQ0919'MARK ON THE RIGHT MARKED BY A STEEL WITNESS POST.
 EQ0919
 EQ0919                          STATION RECOVERY (1968)
 EQ0919
 EQ0919'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JCC)
 EQ0919'THE STATION MARK AND REFERENCE MARKS WERE RECOVERED IN GOOD
 EQ0919'CONDITION.  THE AZIMUTH MARK WAS FOUND TO HAVE BEEN DESTROYED.
 EQ0919'A NEW AZIMUTH MARK WAS ESTABLISHED BY THIS PARTY.  THE STATION
 EQ0919'WAS NOT OCCUPIED SO THERE WILL BE NO DISTANCES AND DIRECTIONS
 EQ0919'SHOWN.
 EQ0919'
 EQ0919'THE FOLLOWING IS A NEW TO REACH FOR THE STATION AND THE NEW
 EQ0919'AZIMUTH MARK.
 EQ0919'
 EQ0919'THE STATION IS APPROXIMATELY 4 MILES SOUTHEAST OF BELEN, ON
 EQ0919'THE NORTHEAST SIDE OF STATE HIGHWAY 6 AND ON A SLIGHT RISE IN
 EQ0919'PASTURE LAND.
 EQ0919'
 EQ0919'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 85
 EQ0919'AND STATE HIGHWAY 6 (N. MAIN STREET AND REINKEN AVE.) IN
 EQ0919'BELEN, GO EAST ON HIGHWAY 6 FOR 2.35 MILES TO THE INTERSECTION
 EQ0919'WITH STATE HIGHWAY 47 AT THE EAST SIDE OF A BRIDGE OVER
 EQ0919'THE RIO GRANDE RIVER.  TURN RIGHT, SOUTH, ON HIGHWAY 6 AND
 EQ0919'47 FOR 0.2 MILE TO A FORK WHERE THE HIGHWAYS SEPARATE.  CONTINUE
 EQ0919'STRAIGHT AHEAD AND GO SOUTHEAST ON HIGHWAY 6 FOR 1.95 MILES
 EQ0919'TO A WOODEN GATE ON THE RIGHT AND A CATTLE GUARD, CONCRETE
 EQ0919'WALL AND THE AZIMUTH MARK ON THE LEFT.  CONTINUE SOUTHEAST
 EQ0919'ON HIGHWAY 6 FOR 0.55 MILE TO AN OLD AIRWAY BEACON ON THE
 EQ0919'LEFT.  THE STATION IS APPROXIMATELY 666 FEET NORTH OF THE
 EQ0919'AIRWAY BEACON.  THE STATION MAY BE DRIVEN TO BY GOING
 EQ0919'THROUGH OPENING IN THE FENCE AT THE AZIMUTH MARK.
 EQ0919'
 EQ0919'NOTE--THE PROPERTY IS NOW UNDER DEVELOPEMENT BY THE RIO GRANDE
 EQ0919'ESTATES.  THE RIO GRANDE ESTATES OFFICE IS AT THE SEPARATION
 EQ0919'OF STATE HIGHWAYS 6 AND 47 MENTIONED ABOVE.  THE STATION IS
 EQ0919'IN NO DANGER OF BEING DESTROYED DUE TO ANY HOME BUILDING FOR
 EQ0919'AT LEAST 3 YEARS ACCORDING TO THE ESTIMATION OF THE PEOPLE
 EQ0919'AT THE RIO GRANDE ESTATES OFFICE.
 EQ0919'
 EQ0919'THE AZIMUTH MARK, A STANDARD DISK STAMPED BELENBECK AZ 2 1946
 EQ0919'1968, IS SET IN A ROUND CONCRETE POST WHICH PROJECTS 2 INCHES
 EQ0919'ABOVE THE SURFACE OF THE GROUND.  IT IS APPROXIMATELY 8 FEET
 EQ0919'SOUTH OF THE SOUTHEAST END OF THE CONCRETE WALL AND APPROXIMATELY
 EQ0919'2 FEET NORTH OF A METAL WITNESS POST.
 EQ0919'
 EQ0919'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES
 EQ0919'SOUTHEAST OF BELEN
 EQ0919
 EQ0919                          STATION RECOVERY (1969)
 EQ0919
 EQ0919'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LGB)
 EQ0919'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED AND
 EQ0919'FOUND TO BE IN GOOD CONDITION.  THE AZIMUTH MARK WAS FOUND TO
 EQ0919'HAVE BEEN DESTROYED, HOWEVER AN AZIMUTH MARK STAMPED, BELENBECK
 EQ0919'AZ 2 1946 1968 WAS FOUND IN GOOD CONDITION.  THERE IS NO DATA
 EQ0919'ON THIS MARK AVAILABLE.  THE DISTANCE AND DIRECTION TO THE
 EQ0919'REFERENCE MARKS COMPARED FAVORABLY WITH THE OLD DATA.  A
 EQ0919'COMPLETE NEW DESCRIPTION FOLLOWS.
 EQ0919'
 EQ0919'THE STATION IS LOCATED ABOUT 5 MILES SOUTHEAST OF BELEN,
 EQ0919'2-1/2 MILES EAST OF THE RIO GRANDE RIVER AND ON PROPERTY OWNED
 EQ0919'BY THE RIO GRANDE ESTATES.
 EQ0919'
 EQ0919'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 85 AND
 EQ0919'STATE HIGHWAY 6 IN BELEN, GO EAST ON STATE HIGHWAY 6 FOR 2.5
 EQ0919'MILES TO THE JUNCTION OF STATE HIGHWAY 47 AT THE EAST END
 EQ0919'OF THE BRIDGE OVER THE RIO GRANDE RIVER.  TURN RIGHT AND GO
 EQ0919'SOUTHEAST ON STATE HIGHWAY 6 FOR 2.15 MILES TO A SIDE ROAD
 EQ0919'LEFT.  TURN LEFT AND GO NORTHEAST FOR APPROXIMATELY 100 FEET
 EQ0919'TO THE ENTRANCE TO THE RIO GRANDE ESTATES AND THE AZIMUTH
 EQ0919'MARK.  CONTINUE AHEAD NORTHEAST FOR 0.05 MILE TO A BLADED
 EQ0919'SIDE ROAD RIGHT.  TURN RIGHT AND GO SOUTHEAST ON THE BLADED
 EQ0919'ROAD FOR 0.5 MILE TO THE TOP OF A SMALL KNOLL AND A BLADED SIDE
 EQ0919'ROAD LEFT.  TURN LEFT AND GO NORTHEAST FOR 0.1 MILE TO
 EQ0919'THE STATION ON THE RIGHT.
 EQ0919'
 EQ0919'THE STATION MARK IS A STANDARD DISK STAMPED BELENBECK 1946 1958,
 EQ0919'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT
 EQ0919'PROJECTS 10 INCHES ABOVE THE GROUND SURFACE.  IT IS 81 FEET
 EQ0919'SOUTH OF THE CENTER OF THE BLADED ROAD AND 70 FEET EAST OF
 EQ0919'THE CENTER OF A BLADED ROAD.
 EQ0919'
 EQ0919'REFERENCE MARK 1 IS A STANDARD DISK STAMPED BELENBECK NO 1
 EQ0919'1946, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT
 EQ0919'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 110 FEET EAST
 EQ0919'OF THE CENTER OF A BLADED ROAD AND 100 FEET SOUTH OF THE
 EQ0919'CENTER OF A BLADED ROAD.
 EQ0919'
 EQ0919'REFERENCE MARK 2 IS A STANDARD DISK STAMPED BELENBECK NO 2
 EQ0919'1946, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT
 EQ0919'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 88 FEET EAST
 EQ0919'OF THE CENTER OF THE BLADED ROAD AND 32 FEET SOUTH OF THE
 EQ0919'CENTER OF THE BLADED ROAD.
 EQ0919'
 EQ0919'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BELENBECK AZ
 EQ0919'2 1946 1968, SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT
 EQ0919'IS 12 INCHES IN DIAMETER AND IS FLUSH WITH THE GROUND SURFACE.
 EQ0919'IT IS 100 FEET EAST OF THE CENTER OF STATE HIGHWAY 6, 32 FEET
 EQ0919'SOUTH OF THE ENTRANCE TO THE RIO GRANDE ESTATES, 3 FEET
 EQ0919'EAST-NORTHEAST OF THE METAL WITNESS POST WITH SIGN ATTACHED
 EQ0919'AND 2 FEET WEST-NORTHWEST OF A WIRE FENCE.
 EQ0919'
 EQ0919'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES
 EQ0919'SOUTHEAST OF BELEN
 EQ0919
 EQ0919                          STATION RECOVERY (1974)
 EQ0919
 EQ0919'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1974 (SRC)
 EQ0919'NAME OF STATION (DID NOT RECORD OTHERS).
 EQ0919'
 EQ0919'STATION RECOVERED GOOD.
 EQ0919'
 EQ0919'DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES SOUTHEAST OF
 EQ0919'BELEN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0338 ***********************************************************************
 CX0338  DESIGNATION -  BELL
 CX0338  PID         -  CX0338
 CX0338  STATE/COUNTY-  NM/OTERO
 CX0338  USGS QUAD   -  FOSTER LAKE (1982)
 CX0338
 CX0338                         *CURRENT SURVEY CONTROL
 CX0338  ___________________________________________________________________
 CX0338* NAD 83(1992)-  32 37 49.84476(N)    106 14 29.35340(W)     ADJUSTED  
 CX0338* NAVD 88     -      1215.815  (meters)    3988.89   (feet)  ADJUSTED  
 CX0338  ___________________________________________________________________
 CX0338  LAPLACE CORR-           2.44  (seconds)                    DEFLEC99
 CX0338  GEOID HEIGHT-         -23.34  (meters)                     GEOID03
 CX0338  DYNAMIC HT  -        1214.035 (meters)    3983.05  (feet)  COMP
 CX0338  MODELED GRAV-     979,132.8   (mgal)                       NAVD 88
 CX0338
 CX0338  HORZ ORDER  -  FIRST
 CX0338  VERT ORDER  -  FIRST     CLASS II
 CX0338
 CX0338.The horizontal coordinates were established by classical geodetic methods
 CX0338.and adjusted by the National Geodetic Survey in December 1993..
 CX0338
 CX0338.The orthometric height was determined by differential leveling
 CX0338.and adjusted by the National Geodetic Survey in June 1991..
 CX0338
 CX0338.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX0338
 CX0338.The geoid height was determined by GEOID03.
 CX0338
 CX0338.The dynamic height is computed by dividing the NAVD 88
 CX0338.geopotential number by the normal gravity value computed on the
 CX0338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0338.degrees latitude (g = 980.6199 gals.).
 CX0338
 CX0338.The modeled gravity was interpolated from observed gravity values.
 CX0338
 CX0338;                    North         East     Units Scale Factor Converg.
 CX0338;SPC NM C     -   180,779.066   500,798.782   MT  0.99990001   +0 00 16.5
 CX0338;SPC NM C     -   593,105.99  1,643,037.34   sFT  0.99990001   +0 00 16.5
 CX0338;UTM  13      - 3,611,007.139   383,540.629   MT  0.99976724   -0 40 10.2
 CX0338
 CX0338!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX0338!SPC NM C     -   0.99981281  x   0.99990001  =   0.99971284
 CX0338!UTM  13      -   0.99981281  x   0.99976724  =   0.99958009
 CX0338
 CX0338|---------------------------------------------------------------------|
 CX0338| PID    Reference Object                     Distance      Geod. Az  |
 CX0338|                                                           dddmmss.s |
 CX0338| CX0336 BELL RM 3                            31.155 METERS 03248     |
 CX0338| CX0337 BELL RM 1                             8.640 METERS 07606     |
 CX0338| CX0339 BELL RM 2                            11.128 METERS 19553     |
 CX0338| CX0340 BELL AZ MK                                         2852009.8 |
 CX0338|---------------------------------------------------------------------|
 CX0338
 CX0338                          SUPERSEDED SURVEY CONTROL
 CX0338
 CX0338  NAD 83(1986)-  32 37 49.85193(N)    106 14 29.35384(W) AD(       ) 1
 CX0338  NAD 27      -  32 37 49.53525(N)    106 14 27.38023(W) AD(       ) 1
 CX0338  NGVD 29 (??/??/92) 1215.237  (m)         3986.99   (f) ADJ UNCH    1 2
 CX0338
 CX0338.Superseded values are not recommended for survey control.
 CX0338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0338.See file dsdata.txt to determine how the superseded data were derived.
 CX0338
 CX0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS8354111007(NAD 83)
 CX0338_MARKER: DS = TRIANGULATION STATION DISK
 CX0338_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CX0338_SP_SET: MONUMENT
 CX0338_STAMPING: BELL 1964
 CX0338_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX0338
 CX0338  HISTORY     - Date     Condition        Report By
 CX0338  HISTORY     - 1965     MONUMENTED       CGS
 CX0338  HISTORY     - 1968     GOOD             NGS
 CX0338  HISTORY     - 1969     GOOD             CGS
 CX0338
 CX0338                          STATION DESCRIPTION
 CX0338
 CX0338'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (JCC)
 CX0338'STATION IS LOCATED ABOUT 22.0 MILES NORTHEAST OF WHITE SANDS MISSILE
 CX0338'RANGE HEADQUARTERS AND ABOUT 2.5 MILES EAST OF U.S. HIGHWAY 70 ON A
 CX0338'NORTH-SOUTH RIDGE.
 CX0338'
 CX0338'STATION IS REACHED AS FOLLOWS--FROM WHITE SANDS MISSILE RANGE
 CX0338'HEADQUARTERS GO NORTH, ON HEADQUARTERS AVENUE, 0.45 MILE TO A
 CX0338'MILITARY POLICE CHECK POINT.  PASS THROUGH CHECK POINT AND CONTINUE
 CX0338'NORTH 3.65 MILES TO U.S. HIGHWAY 70.  TURN RIGHT AND FOLLOW
 CX0338'U.S.  HIGHWAY 70 EAST AND NORTHEAST 18.1 MILES TO A GRAVELED
 CX0338'ROAD AND GATE ON THE RIGHT.  TURN RIGHT, PASS THROUGH GATE,
 CX0338'AND FOLLOW GRAVELED ROAD EASTERLY 1.4 MILE TO THE AZIMUTH MARK ON THE
 CX0338'RIGHT.  CONTINUE EAST 1.0 MILE TO THE CREST OF RIDGE AND STATION.
 CX0338'
 CX0338'STATION, STAMPED BELL 1964, IS A STANDARD USC AND GS BRONZE DISK SET
 CX0338'IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS ABOUT
 CX0338'4-INCHES ABOVE THE GROUND.  IT IS 175.0 FEET WEST OF A POWERLINE
 CX0338'POLE, 100.0 FEET SOUTH OF THE CENTERLINE OF A GRAVELED ROAD AND 3.2
 CX0338'FEET EAST OF A METAL WITNESS SIGN.
 CX0338'
 CX0338'R. M. NO. 1, STAMPED BELL RM 1, IS A STANDARD WSPG BRONZE DISK SET
 CX0338'IN THE TOP OF A 6-INCH CONCRETE CYLINDER THAT PROJECTS ABOUT
 CX0338'3-INCHES ABOVE THE GROUND.  IT IS 160.0 FEET NORTHWEST OF A
 CX0338'POWERLINE POLE, 84.0 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A
 CX0338'CONCRETE PAD, 30.0 FEET EAST OF A METAL WITNESS SIGN AND ABOUT THE
 CX0338'SAME ELEVATION AS THE STATION.
 CX0338'
 CX0338'R. M. NO. 2 STAMPED BELL RM 2, IS A STANDARD WSPG BRONZE DISK SET IN
 CX0338'THE TOP OF A 6-INCH CONCRETE CYLINDER THAT PROJECTS ABOUT 5-INCHES
 CX0338'ABOVE THE GROUND.  IT IS 165.0 FEET NORTHWEST OF A POWERLINE POLE,
 CX0338'35.0 FEET SOUTH OF A METAL WITNESS SIGN AND ABOUT THE SAME
 CX0338'ELEVATION AS THE STATION.
 CX0338'
 CX0338'R. M. NO. 3, STAMPED BELL NO 3 1964, IS A STANDARD USC AND GS BRONZE
 CX0338'DISK SET IN THE TOP OF A CONCRETE PAD.  IT IS IN THE SOUTHWEST
 CX0338'CORNER OF THE PAD 1.9 FEET EAST OF THE WEST EDGE, 1.8 FEET NORTH OF
 CX0338'THE SOUTH EDGE AND ABOUT THE SAME ELEVATION AS THE STATION.
 CX0338'
 CX0338'AZIMUTH MARK, STAMPED BELL, IS A STANDARD WSPG BRONZE DISK SET IN THE
 CX0338'TOP OF A 6-INCH CONCRETE CYLINDER THAT IS FLUSH WITH THE GROUND.  IT
 CX0338'IS 64.0 FEET SOUTH SOUTH-WEST OF THE CENTERLINE OF A GRAVELED ROAD
 CX0338'AND 3.0 FEET NORTHEAST OF A METAL WITNESS SIGN.
 CX0338'
 CX0338'HEIGHT OF LIGHT ABOVE STATION MARK 4.4 METERS.
 CX0338
 CX0338                          STATION RECOVERY (1968)
 CX0338
 CX0338'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 CX0338'13.5 MI SW FROM WHITE SANDS NAT MON HDQ.
 CX0338'11.5 MILES, SOUTHWEST, ALONG U. S. HIGHWAY 70 FROM WHITE SANDS
 CX0338'NATIONAL MONUMENT HEADQUARTERS.  THENCE LEFT, THROUGH GATE, FOLLOWING
 CX0338'GRAVELED ROAD, SOUTHWEST, 2.3 MILES TO TRIANGULATION STATION 125 FEET
 CX0338'SOUTHEAST OF ROAD FORK, 110 FEET SOUTHWEST OF A CONCRETE SLAB WITH A
 CX0338'WHITE ASTRODOME MOUNTED ON IT AND 3 FEET NORTH OF A METAL WITNESS SIGN
 CX0338'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 CX0338'ABOUT 8 INCHES ABOVE THE GROUND.
 CX0338
 CX0338                          STATION RECOVERY (1969)
 CX0338
 CX0338'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JCC)
 CX0338'THE 1965 DESCRIPTION BY E.J.S. IS ENTIRELY ADEQUATE WITH THE
 CX0338'EXCEPTION OF REFERENCE MARK NO. 1. REFERENCE MARK NO. 1 WAS DESTROYED
 CX0338'AND A NEW REFERENCE MARK WAS NOT ESTABLISHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0914 ***********************************************************************
 DR0914  DESIGNATION -  BELL
 DR0914  PID         -  DR0914
 DR0914  STATE/COUNTY-  NM/CHAVES
 DR0914  USGS QUAD   -  MESA (1982)
 DR0914
 DR0914                         *CURRENT SURVEY CONTROL
 DR0914  ___________________________________________________________________
 DR0914* NAD 83(1992)-  33 56 29.52096(N)    104 37 43.20930(W)     ADJUSTED  
 DR0914* NAVD 88     -      1359.7    (meters)    4461.     (feet)  VERTCON   
 DR0914  ___________________________________________________________________
 DR0914  LAPLACE CORR-          -1.94  (seconds)                    DEFLEC99
 DR0914  GEOID HEIGHT-         -23.28  (meters)                     GEOID03
 DR0914
 DR0914  HORZ ORDER  -  SECOND
 DR0914
 DR0914.The horizontal coordinates were established by classical geodetic methods
 DR0914.and adjusted by the National Geodetic Survey in December 1993..
 DR0914
 DR0914.The NAVD 88 height was computed by applying the VERTCON shift value to
 DR0914.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DR0914
 DR0914.The Laplace correction was computed from DEFLEC99 derived deflections.
 DR0914
 DR0914.The geoid height was determined by GEOID03.
 DR0914
 DR0914;                    North         East     Units Scale Factor Converg.
 DR0914;SPC NM E     -   326,211.549   137,699.212   MT  0.99991828   -0 09 53.6
 DR0914;SPC NM E     - 1,070,245.72    451,768.16   sFT  0.99991828   -0 09 53.6
 DR0914;UTM  13      - 3,755,735.457   534,315.157   MT  0.99961452   +0 12 26.4
 DR0914
 DR0914!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR0914!SPC NM E     -   0.99979024  x   0.99991828  =   0.99970854
 DR0914!UTM  13      -   0.99979024  x   0.99961452  =   0.99940484
 DR0914
 DR0914|---------------------------------------------------------------------|
 DR0914| PID    Reference Object                     Distance      Geod. Az  |
 DR0914|                                                           dddmmss.s |
 DR0914| CJ6612 BELL RM 1                            17.349 METERS 14052     |
 DR0914| DR0910 JERRY                               APPROX. 8.3 KM 1535403.8 |
 DR0914| CJ6613 BELL RM 2                            18.546 METERS 32115     |
 DR0914|---------------------------------------------------------------------|
 DR0914
 DR0914                          SUPERSEDED SURVEY CONTROL
 DR0914
 DR0914  NAD 83(1986)-  33 56 29.52668(N)    104 37 43.20692(W) AD(       ) 2
 DR0914  NAD 27      -  33 56 29.22780(N)    104 37 41.28858(W) AD(       ) 2
 DR0914  NGVD 29 (07/19/86) 1359.1    (m)         4459.     (f) VERT ANG       
 DR0914
 DR0914.Superseded values are not recommended for survey control.
 DR0914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0914.See file dsdata.txt to determine how the superseded data were derived.
 DR0914
 DR0914_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SET3431555735(NAD 83)
 DR0914_MARKER: DD = SURVEY DISK
 DR0914_SETTING: 0 = UNSPECIFIED SETTING
 DR0914
 DR0914  HISTORY     - Date     Condition        Report By
 DR0914  HISTORY     - 1967     MONUMENTED       USGS
 DR0914
 DR0914                          STATION DESCRIPTION
 DR0914
 DR0914'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (EGE)
 DR0914'THE STATION IS LOCATED N 43 DEG W, ABOUT 2 MI. (AIRLINE)
 DR0914'FROM THE JUNCTION OF U.S. HIGHWAY 285 AND STATE HIGHWAY 20
 DR0914'(37 MI. N. OF ROSWELL, NEW MEXICO).  S 45 DEG E, ABOUT 4
 DR0914'MI. (AIRLINE) FROM MESA, NEW MEXICO.  WITHIN U.S. HIGHWAY
 DR0914'285 RIGHT-OF-WAY.  89.5 FT. NE. OF CENTERLINE OF HIGHWAY
 DR0914'285.  9.5 FT. SW OF ROW FENCE.  IN SEC. 22, T.4S., R22E.
 DR0914'11.3 FT. S. OF USGS WITNESS SIGN MOUNTED ON METAL POST.
 DR0914'STATION CAN BE LOCATED FROM THE ROSWELL (NI 13-8) AMS
 DR0914'1--250,000 SERIES MAP.
 DR0914'
 DR0914'STATION MARK--A STANDARD USGS BRONZE TABLET CRIMPED TO A
 DR0914'COPPERWELD ROD DRIVEN TO REFUSAL (9.0 FT.) CENTERED IN A
 DR0914'6 IN. TILE 12 IN. LONG FILLED WITH GRAVEL.  TABLET IS FLUSH
 DR0914'WITH GROUND AND STAMPED BELL ET 1967.
 DR0914'
 DR0914'REFERENCE MARK NO. 1--A STANDARD USGS BRONZE REFERENCE MARK
 DR0914'TABLET CEMENTED IN BEDROCK FLUSH WITH GROUND.  STAMPED BELL
 DR0914'ET 1967 R.M. NO. 1
 DR0914'
 DR0914'REFERENCE MARK NO. 2--A STANDARD USGS BRONZE REFERENCE MARK
 DR0914'TABLET CRIMPED TO A COPPERWELD ROD DRIVEN TO REFUSAL (3.5 FT.)
 DR0914'THRU A HOLE DRILLED IN BED ROCK 12 IN. BELOW SURFACE, CENTERED
 DR0914'IN A 6 IN. TILE 12 IN. LONG.  FILLED WITH GRAVEL.  TABLET
 DR0914'IS FLUSH WITH GROUND AND STAMPED BELL ET 1967 R.M. NO. 2.
 DR0914'
 DR0914'STATION JERRY ET 1967 IS VISIBLE FROM THE GROUND AND WILL
 DR0914'SERVE AS THE AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0945 ***********************************************************************
 FM0945  DESIGNATION -  BELL
 FM0945  PID         -  FM0945
 FM0945  STATE/COUNTY-  NM/HARDING
 FM0945  USGS QUAD   -  COTTONWOOD SPRINGS (1966)
 FM0945
 FM0945                         *CURRENT SURVEY CONTROL
 FM0945  ___________________________________________________________________
 FM0945* NAD 83(1992)-  35 53 58.15895(N)    103 22 50.49757(W)     ADJUSTED  
 FM0945* NAVD 88     -      1533.9    (meters)    5032.     (feet)  VERTCON   
 FM0945  ___________________________________________________________________
 FM0945  LAPLACE CORR-          -5.73  (seconds)                    DEFLEC99
 FM0945  GEOID HEIGHT-         -21.83  (meters)                     GEOID03
 FM0945
 FM0945  HORZ ORDER  -  SECOND
 FM0945
 FM0945.The horizontal coordinates were established by classical geodetic methods
 FM0945.and adjusted by the National Geodetic Survey in December 1993..
 FM0945
 FM0945.The NAVD 88 height was computed by applying the VERTCON shift value to
 FM0945.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FM0945
 FM0945.The Laplace correction was computed from DEFLEC99 derived deflections.
 FM0945
 FM0945.The geoid height was determined by GEOID03.
 FM0945
 FM0945;                    North         East     Units Scale Factor Converg.
 FM0945;SPC NM E     -   543,785.617   250,995.788   MT  1.00000019   +0 33 31.1
 FM0945;SPC NM E     - 1,784,069.98    823,475.35   sFT  1.00000019   +0 33 31.1
 FM0945;UTM  13      - 3,974,011.427   646,135.322   MT  0.99986315   +0 56 58.8
 FM0945
 FM0945!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FM0945!SPC NM E     -   0.99976274  x   1.00000019  =   0.99976293
 FM0945!UTM  13      -   0.99976274  x   0.99986315  =   0.99962592
 FM0945
 FM0945|---------------------------------------------------------------------|
 FM0945| PID    Reference Object                     Distance      Geod. Az  |
 FM0945|                                                           dddmmss.s |
 FM0945| CJ6610 BELL RM 1                            23.424 METERS 07741     |
 FM0945| CJ6609 BELL AZ MK                                         1474815.9 |
 FM0945| CJ6611 BELL RM 2                            22.659 METERS 27604     |
 FM0945|---------------------------------------------------------------------|
 FM0945
 FM0945                          SUPERSEDED SURVEY CONTROL
 FM0945
 FM0945  NAD 83(1986)-  35 53 58.16791(N)    103 22 50.49514(W) AD(       ) 2
 FM0945  NAD 27      -  35 53 58.03650(N)    103 22 48.67120(W) AD(       ) 2
 FM0945  NGVD 29 (07/19/86) 1533.2    (m)         5030.     (f) VERT ANG       
 FM0945
 FM0945.Superseded values are not recommended for survey control.
 FM0945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0945.See file dsdata.txt to determine how the superseded data were derived.
 FM0945
 FM0945_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFV4613574011(NAD 83)
 FM0945_MARKER: DS = TRIANGULATION STATION DISK
 FM0945_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0945
 FM0945  HISTORY     - Date     Condition        Report By
 FM0945  HISTORY     - 1935     MONUMENTED       CGS
 FM0945  HISTORY     - 1960     GOOD             CGS
 FM0945
 FM0945                          STATION DESCRIPTION
 FM0945
 FM0945'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 FM0945'ABOUT 4-1/2 MILES NORTH-NORTHEAST OF ROSEBUD, ABOUT 2 MILES
 FM0945'NORTH-NORTHWEST OF THE RANCH HOUSE OF J.W. HILLIS AND LOCATED
 FM0945'ON THE HIGHEST PART OF A HIGH, SMOOTH, NORTH-AND-SOUTH RIDGE
 FM0945'WHICH IS THE HIGHEST POINT IN THE VICINITY.  THE STATION IS 12
 FM0945'FEET SOUTH OF AN EAST-WEST FENCE.  TO REACH FROM AMISTAD GO SOUTH
 FM0945'4.4 MILES ON STATE HIGHWAY 18, TURN RIGHT AND DRIVE WEST ON
 FM0945'A GRADED ROAD 11.0 MILES, TURN OFF THE ROAD TO THE RIGHT
 FM0945'AND GO NORTH ALONG THE WEST SIDE OF A FENCE 0.3 MILE, TAKE
 FM0945'THE LEFT FORK AND GO NORTHWESTERLY 1.5 MILES TO THE RANCH
 FM0945'BUILDINGS OF MR. HILLIS, DRIVE NORTH ALONG THE EAST SIDE OF
 FM0945'THE FENCE 1.2 MILES TO A LONE, NORTHEAST FENCE CORNER.
 FM0945'THE AZIMUTH MARK IS LOCATED AT THIS POINT.  DRIVE
 FM0945'NORTHWEST ACROSS COUNTRY 0.7 MILE TO THE STATION.  THE
 FM0945'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE
 FM0945'STANDARD DISKS SET IN CONCRETE.
 FM0945'REFERENCE MARK NO. 1 IS 1-1/2 FEET
 FM0945'NORTH OF THE FENCE AND 76.85 FEET FROM STATION,
 FM0945'AND NO. 2 IS 2 FEET SOUTH OF THE FENCE AND 74.34
 FM0945'FEET FROM STATION.  THE AZIMUTH
 FM0945'MARK IS 1-1/2 FEET NORTH AND 6 FEET WEST OF THE LONE,
 FM0945'NORTHEAST FENCE CORNER AND APPROXIMATELY 0.7 MILE FROM
 FM0945'STATION.
 FM0945
 FM0945                          STATION RECOVERY (1960)
 FM0945
 FM0945'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HWK)
 FM0945'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2
 FM0945'AND THE AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.  THE
 FM0945'DISTANCE AND DIRECTIONS TO THE REFERENCE MARKS WERE VERIFIED.
 FM0945'THE DIRECTION TO THE AZIMUTH MARK WAS VERIFIED.
 FM0945'
 FM0945'A NEW TO REACH FOLLOWS--
 FM0945'
 FM0945'TO REACH THE STATION FROM THE JUNCTION TO STATE HIGHWAYS 39
 FM0945'AND 65, APPROXIMATELY 9 MILES (AIRLINE) EAST OF MOSQUERO,
 FM0945'GO NORTHEAST ON HIGHWAY 65 FOR 8.3 MILES TO THE END OF THE
 FM0945'PAVEMENT AT THE JUNCTION OF STATE HIGHWAY 102.  CONTINUE
 FM0945'STRAIGHT AHEAD, EAST ON HIGHWAY 65 FOR 14.1 MILES TO THE
 FM0945'ROSEBUD SCHOOL ON THE LEFT.  CONTINUE EASTERLY ON HIGHWAY 65
 FM0945'FOR 6.1 MILES TO A RIGHT CURVE, EAST IN THE ROAD.  COINTINUE
 FM0945'STRAIGHT AHEAD ON A GRASSY, PROPOSED ROAD RIGHT-OF-WAY AND
 FM0945'GO NORTH BETWEEN FENCES .35 MILE TO A WIRE GATE.  PASS
 FM0945'THROUGH THE GATE AND GO NORTH ALONG THE WEST SIDE OF A FENCE
 FM0945'2.4 MILES TO A WINDMILL ON THE RIGHT OF A DIM TRACK ROAD.
 FM0945'CONTINUE NORTH ALONG THE FENCE FOR 1.4 MILES TO A WIRE
 FM0945'GATE.  TURN LEFT AND GO WEST ALONG THE SOUTH SIDE OF A FENCE
 FM0945'1.45 MILES TO THE TOP OF A RIDGE AND THE STATION JUST SOUTH OF
 FM0945'THE FENCE AND 11.5 FEET SOUTH OF A METAL WITNESS POST.
 FM0945'
 FM0945'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHEAST ACROSS
 FM0945'PRAIRIE 0.6 MILE TO THE MARK APPROXIMATELY 0.3 FEET EAST OF A
 FM0945'WINDMILL, 294 FEET SOUTH OF A TRACK ROAD AND 1.3 FEET NORTHWEST
 FM0945'OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0340 ***********************************************************************
 CX0340  DESIGNATION -  BELL AZ MK
 CX0340  PID         -  CX0340
 CX0340  STATE/COUNTY-  NM/OTERO
 CX0340  USGS QUAD   -  LAKE LUCERO NE (1982)
 CX0340
 CX0340                         *CURRENT SURVEY CONTROL
 CX0340  ___________________________________________________________________
 CX0340* NAD 83(1986)-  32 38 03.     (N)    106 15 27.     (W)     SCALED    
 CX0340* NAVD 88     -      1205.275  (meters)    3954.31   (feet)  ADJUSTED  
 CX0340  ___________________________________________________________________
 CX0340  GEOID HEIGHT-         -23.37  (meters)                     GEOID03
 CX0340  DYNAMIC HT  -        1203.509 (meters)    3948.51  (feet)  COMP
 CX0340  MODELED GRAV-     979,132.3   (mgal)                       NAVD 88
 CX0340
 CX0340  VERT ORDER  -  FIRST     CLASS II
 CX0340
 CX0340.The horizontal coordinates were scaled from a topographic map and have
 CX0340.an estimated accuracy of +/- 6 seconds.
 CX0340
 CX0340.The orthometric height was determined by differential leveling
 CX0340.and adjusted by the National Geodetic Survey in June 1991..
 CX0340
 CX0340.The geoid height was determined by GEOID03.
 CX0340
 CX0340.The dynamic height is computed by dividing the NAVD 88
 CX0340.geopotential number by the normal gravity value computed on the
 CX0340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0340.degrees latitude (g = 980.6199 gals.).
 CX0340
 CX0340.The modeled gravity was interpolated from observed gravity values.
 CX0340
 CX0340;                    North         East    Units  Estimated Accuracy
 CX0340;SPC NM C     -   181,180.      499,300.      MT  (+/- 180 meters Scaled)
 CX0340
 CX0340                          SUPERSEDED SURVEY CONTROL
 CX0340
 CX0340  NGVD 29 (??/??/92) 1204.698  (m)         3952.41   (f) ADJ UNCH    1 2
 CX0340
 CX0340.Superseded values are not recommended for survey control.
 CX0340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0340.See file dsdata.txt to determine how the superseded data were derived.
 CX0340
 CX0340_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS820114(NAD 83)
 CX0340_MARKER: DZ = AZIMUTH MARK DISK
 CX0340_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CX0340_SP_SET: MONUMENT
 CX0340_STAMPING: BELL
 CX0340_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX0340
 CX0340  HISTORY     - Date     Condition        Report By
 CX0340  HISTORY     - UNK      MONUMENTED       WSMR
 CX0340  HISTORY     - 1968     GOOD             NGS
 CX0340
 CX0340                          STATION DESCRIPTION
 CX0340
 CX0340'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CX0340'12.5 MI SW FROM WHITE SANDS NAT MON HDQ.
 CX0340'11.5 MILES, SOUTHWEST, ALONG U. S. HIGHWAY 70 FROM WHITE SANDS
 CX0340'NATIONAL MONUMENT HEADQUARTERS.  THENCE LEFT, THROUGH GATE, FOLLOWING
 CX0340'GRAVELED ROAD, SOUTHWEST, 1.3 MILES TO STATION 68 FEET SOUTH OF THE
 CX0340'CENTERLINE OF GRAVELED ROAD AND 3 FEET NORTH OF A METAL WITNESS POST
 CX0340'SET IN THE TOP OF A CONCRETE MONUMENT THAT IS 6 INCHES IN DIAMETER AND
 CX0340'IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0337 ***********************************************************************
 CX0337  DESIGNATION -  BELL RM 1
 CX0337  PID         -  CX0337
 CX0337  STATE/COUNTY-  NM/OTERO
 CX0337  USGS QUAD   -  FOSTER LAKE (1982)
 CX0337
 CX0337                         *CURRENT SURVEY CONTROL
 CX0337  ___________________________________________________________________
 CX0337* NAD 83(1986)-  32 37 49.     (N)    106 14 26.     (W)     SCALED    
 CX0337* NAVD 88     -      1215.816  (meters)    3988.89   (feet)  ADJUSTED  
 CX0337  ___________________________________________________________________
 CX0337  GEOID HEIGHT-         -23.34  (meters)                     GEOID03
 CX0337  DYNAMIC HT  -        1214.036 (meters)    3983.05  (feet)  COMP
 CX0337  MODELED GRAV-     979,132.8   (mgal)                       NAVD 88
 CX0337
 CX0337  VERT ORDER  -  FIRST     CLASS II
 CX0337
 CX0337.The horizontal coordinates were scaled from a topographic map and have
 CX0337.an estimated accuracy of +/- 6 seconds.
 CX0337
 CX0337.The orthometric height was determined by differential leveling
 CX0337.and adjusted by the National Geodetic Survey in June 1991..
 CX0337
 CX0337.The geoid height was determined by GEOID03.
 CX0337
 CX0337.The dynamic height is computed by dividing the NAVD 88
 CX0337.geopotential number by the normal gravity value computed on the
 CX0337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0337.degrees latitude (g = 980.6199 gals.).
 CX0337
 CX0337.The modeled gravity was interpolated from observed gravity values.
 CX0337
 CX0337;                    North         East    Units  Estimated Accuracy
 CX0337;SPC NM C     -   180,750.      500,890.      MT  (+/- 180 meters Scaled)
 CX0337
 CX0337                          SUPERSEDED SURVEY CONTROL
 CX0337
 CX0337  NGVD 29 (??/??/92) 1215.238  (m)         3986.99   (f) ADJ UNCH    1 2
 CX0337
 CX0337.Superseded values are not recommended for survey control.
 CX0337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0337.See file dsdata.txt to determine how the superseded data were derived.
 CX0337
 CX0337_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS836109(NAD 83)
 CX0337_MARKER: DR = REFERENCE MARK DISK
 CX0337_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CX0337_SP_SET: MONUMENT
 CX0337_STAMPING: BELL 1
 CX0337_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX0337
 CX0337  HISTORY     - Date     Condition        Report By
 CX0337  HISTORY     - UNK      MONUMENTED       WSMR
 CX0337  HISTORY     - 1968     GOOD             NGS
 CX0337
 CX0337                          STATION DESCRIPTION
 CX0337
 CX0337'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CX0337'13.5 MI SW FROM WHITE SANDS NAT MON HDQ.
 CX0337'11.5 MILES, SOUTHWEST, ALONG U. S. HIGHWAY 70 FROM WHITE SANDS
 CX0337'NATIONAL MONUMENT HEADQUARTERS.  THENCE LEFT, THROUGH GATE, FOLLOWING
 CX0337'GRAVELED ROAD, SOUTHWEST, 2.3 MILES TO REFERENCE MARK 75 FEET
 CX0337'SOUTHWEST OF CONCRETE SLAB WITH ASTRODOME MOUNTED ON IT AND 25 FEET
 CX0337'EAST OF A METAL WITNESS SIGN SET IN THE TOP OF A PRECAST CONCRETE
 CX0337'MONUMENT THAT IS 6-INCHES IN DIAMETER AND THAT PROJECTS ABOUT 4 INCHES
 CX0337'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0339 ***********************************************************************
 CX0339  DESIGNATION -  BELL RM 2
 CX0339  PID         -  CX0339
 CX0339  STATE/COUNTY-  NM/OTERO
 CX0339  USGS QUAD   -  FOSTER LAKE (1982)
 CX0339
 CX0339                         *CURRENT SURVEY CONTROL
 CX0339  ___________________________________________________________________
 CX0339* NAD 83(1986)-  32 37 48.     (N)    106 14 26.     (W)     SCALED    
 CX0339* NAVD 88     -      1215.622  (meters)    3988.25   (feet)  ADJUSTED  
 CX0339  ___________________________________________________________________
 CX0339  GEOID HEIGHT-         -23.34  (meters)                     GEOID03
 CX0339  DYNAMIC HT  -        1213.843 (meters)    3982.42  (feet)  COMP
 CX0339  MODELED GRAV-     979,132.8   (mgal)                       NAVD 88
 CX0339
 CX0339  VERT ORDER  -  FIRST     CLASS II
 CX0339
 CX0339.The horizontal coordinates were scaled from a topographic map and have
 CX0339.an estimated accuracy of +/- 6 seconds.
 CX0339
 CX0339.The orthometric height was determined by differential leveling
 CX0339.and adjusted by the National Geodetic Survey in June 1991..
 CX0339
 CX0339.The geoid height was determined by GEOID03.
 CX0339
 CX0339.The dynamic height is computed by dividing the NAVD 88
 CX0339.geopotential number by the normal gravity value computed on the
 CX0339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0339.degrees latitude (g = 980.6199 gals.).
 CX0339
 CX0339.The modeled gravity was interpolated from observed gravity values.
 CX0339
 CX0339;                    North         East    Units  Estimated Accuracy
 CX0339;SPC NM C     -   180,720.      500,890.      MT  (+/- 180 meters Scaled)
 CX0339
 CX0339                          SUPERSEDED SURVEY CONTROL
 CX0339
 CX0339  NGVD 29 (??/??/92) 1215.045  (m)         3986.36   (f) ADJ UNCH    1 2
 CX0339
 CX0339.Superseded values are not recommended for survey control.
 CX0339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0339.See file dsdata.txt to determine how the superseded data were derived.
 CX0339
 CX0339_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS836109(NAD 83)
 CX0339_MARKER: DR = REFERENCE MARK DISK
 CX0339_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CX0339_SP_SET: MONUMENT
 CX0339_STAMPING: BELL 2
 CX0339_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX0339
 CX0339  HISTORY     - Date     Condition        Report By
 CX0339  HISTORY     - UNK      MONUMENTED       WSMR
 CX0339  HISTORY     - 1968     GOOD             NGS
 CX0339
 CX0339                          STATION DESCRIPTION
 CX0339
 CX0339'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CX0339'13.5 MI SW FROM WHITE SANDS NAT MON HDQ.
 CX0339'11.5 MILES, SOUTHWEST, ALONG U. S. HIGHWAY 70 FROM THE WHITE SANDS
 CX0339'NATIONAL MONUMENT HEADQUARTERS.  THENCE LEFT, THROUGH GATE, FOLLOWING
 CX0339'GRAVELED ROAD, SOUTHWEST, 2.3 MILES TO REFERENCE MARK 128 FEET SOUTH
 CX0339'OF THE SOUTHWEST CORNER OF A CONCRETE SLAB THAT HAS A WHITE ASTRODOME
 CX0339'MOUNTED ON IT, 33 FEET SOUTH SOUTHEAST OF A METAL WITNESS SIGN AND SET
 CX0339'IN THE TOP OF A PRECAST CONCRETE MONUMENT THAT IS 6-INCHES IN DIAMETER
 CX0339'AND PROJECTS ABOUT 6 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0336 ***********************************************************************
 CX0336  DESIGNATION -  BELL RM 3
 CX0336  PID         -  CX0336
 CX0336  STATE/COUNTY-  NM/OTERO
 CX0336  USGS QUAD   -  FOSTER LAKE (1982)
 CX0336
 CX0336                         *CURRENT SURVEY CONTROL
 CX0336  ___________________________________________________________________
 CX0336* NAD 83(1986)-  32 37 49.     (N)    106 14 29.     (W)     SCALED    
 CX0336* NAVD 88     -      1215.777  (meters)    3988.76   (feet)  ADJUSTED  
 CX0336  ___________________________________________________________________
 CX0336  GEOID HEIGHT-         -23.34  (meters)                     GEOID03
 CX0336  DYNAMIC HT  -        1213.997 (meters)    3982.92  (feet)  COMP
 CX0336  MODELED GRAV-     979,132.8   (mgal)                       NAVD 88
 CX0336
 CX0336  VERT ORDER  -  FIRST     CLASS II
 CX0336
 CX0336.The horizontal coordinates were scaled from a topographic map and have
 CX0336.an estimated accuracy of +/- 6 seconds.
 CX0336
 CX0336.The orthometric height was determined by differential leveling
 CX0336.and adjusted by the National Geodetic Survey in June 1991..
 CX0336
 CX0336.The geoid height was determined by GEOID03.
 CX0336
 CX0336.The dynamic height is computed by dividing the NAVD 88
 CX0336.geopotential number by the normal gravity value computed on the
 CX0336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0336.degrees latitude (g = 980.6199 gals.).
 CX0336
 CX0336.The modeled gravity was interpolated from observed gravity values.
 CX0336
 CX0336;                    North         East    Units  Estimated Accuracy
 CX0336;SPC NM C     -   180,750.      500,810.      MT  (+/- 180 meters Scaled)
 CX0336
 CX0336                          SUPERSEDED SURVEY CONTROL
 CX0336
 CX0336  NGVD 29 (??/??/92) 1215.199  (m)         3986.87   (f) ADJ UNCH    1 2
 CX0336
 CX0336.Superseded values are not recommended for survey control.
 CX0336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0336.See file dsdata.txt to determine how the superseded data were derived.
 CX0336
 CX0336_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS835109(NAD 83)
 CX0336_MARKER: DR = REFERENCE MARK DISK
 CX0336_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CX0336_SP_SET: DRILL HOLE
 CX0336_STAMPING: BELL NO 3 1964
 CX0336_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX0336
 CX0336  HISTORY     - Date     Condition        Report By
 CX0336  HISTORY     - 1964     MONUMENTED       CGS
 CX0336  HISTORY     - 1968     GOOD             NGS
 CX0336
 CX0336                          STATION DESCRIPTION
 CX0336
 CX0336'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CX0336'13.5 MI SW FROM WHITE SANDS NAT MON HDQ.
 CX0336'11.5 MILES, SOUTHWEST, ALONG U. S. HIGHWAY 70 FROM WHITE SANDS
 CX0336'NATIONAL MONUMENT HEADQUARTERS.  THENCE LEFT, THROUGH GATE, FOLLOWING
 CX0336'GRAVELED ROAD 2.3 MILES, SOUTHWEST, TO REFERENCE MARK CEMENTED IN A
 CX0336'DRILL HOLE IN THE SOUTHEAST CORNER OF A CONCRETE SLAB WITH AN
 CX0336'ASTRODOME ON IT, 22 INCHES NORTH OF THE SOUTH EDGE OF SLAB AND 21
 CX0336'INCHES WEST OF THE EAST EDGE OF THE SLAB.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS1411 ***********************************************************************
 DS1411  DESIGNATION -  BELL TEL MST N TRUTH OF CONSEQ
 DS1411  PID         -  DS1411
 DS1411  STATE/COUNTY-  NM/SIERRA
 DS1411  USGS QUAD   -  SIERRA FIJARDO (1995)
 DS1411
 DS1411                         *CURRENT SURVEY CONTROL
 DS1411  ___________________________________________________________________
 DS1411* NAD 83(1992)-  33 22 35.19592(N)    107 16 20.74679(W)     ADJUSTED  
 DS1411* NAVD 88     -                                                        
 DS1411  ___________________________________________________________________
 DS1411  LAPLACE CORR-          -2.77  (seconds)                    DEFLEC99
 DS1411  GEOID HEIGHT-         -23.02  (meters)                     GEOID03
 DS1411
 DS1411  HORZ ORDER  -  THIRD
 DS1411
 DS1411.The horizontal coordinates were established by classical geodetic methods
 DS1411.and adjusted by the National Geodetic Survey in December 1993..
 DS1411
 DS1411
 DS1411.The Laplace correction was computed from DEFLEC99 derived deflections.
 DS1411
 DS1411.The geoid height was determined by GEOID03.
 DS1411
 DS1411;                    North         East     Units Scale Factor Converg.
 DS1411;SPC NM W     -   263,642.806   882,190.503   MT  0.99995024   +0 18 30.9
 DS1411;SPC NM W     -   864,968.11  2,894,320.01   sFT  0.99995024   +0 18 30.9
 DS1411;SPC NM C     -   263,964.870   404,865.987   MT  1.00001155   -0 33 45.1
 DS1411;SPC NM C     -   866,024.74  1,328,297.83   sFT  1.00001155   -0 33 45.1
 DS1411;UTM  13      - 3,695,327.736   288,603.092   MT  1.00015099   -1 15 02.2
 DS1411
 DS1411                          SUPERSEDED SURVEY CONTROL
 DS1411
 DS1411  NAD 83(1986)-  33 22 35.20275(N)    107 16 20.74798(W) AD(       ) 4
 DS1411  NAD 27      -  33 22 34.94822(N)    107 16 18.62499(W) AD(       ) 3
 DS1411
 DS1411.Superseded values are not recommended for survey control.
 DS1411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS1411.See file dsdata.txt to determine how the superseded data were derived.
 DS1411
 DS1411_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBS8860395328(NAD 83)
 DS1411_MARKER: 42 = RADIO/TV MAST
 DS1411
 DS1411  HISTORY     - Date     Condition        Report By
 DS1411  HISTORY     - 1966     FIRST OBSERVED   CGS
 DS1411  HISTORY     - 20050314 GOOD             GEOCAC
 DS1411
 DS1411                          STATION DESCRIPTION
 DS1411
 DS1411'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (ANP)
 DS1411'THE STATION IS THE RED, OBSTRUCTION LIGHT ON THE TOP AND THE
 DS1411'CENTER OF A 120 FOOT HIGH STEEL MAST, WHICH HAS TWO REFLECTOR
 DS1411'SCREENS ON THE NORTH SIDE NEAR THE TOP OF THE MAST AND TWO
 DS1411'REFLECTOR SCREEN ON THE SOUTH SIDE NEAR THE BOTTOM OF THE MAST.
 DS1411'IT IS LOCATED ABOUT 17 MILES NORTH OF TRUTH OR CONSEQUENCES
 DS1411'AND 0.1 MILE EAST OF U.S. HIGHWAY 85.
 DS1411
 DS1411                          STATION RECOVERY (2005)
 DS1411
 DS1411'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 DS1411'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0623 ***********************************************************************
 GM0623  DESIGNATION -  BELLISLE
 GM0623  PID         -  GM0623
 GM0623  STATE/COUNTY-  NM/COLFAX
 GM0623  USGS QUAD   -  DALE MOUNTAIN (1971)
 GM0623
 GM0623                         *CURRENT SURVEY CONTROL
 GM0623  ___________________________________________________________________
 GM0623* NAD 83(1992)-  36 55 40.60995(N)    104 11 22.06146(W)     ADJUSTED  
 GM0623* NAVD 88     -      2589.1    (meters)    8494.     (feet)  VERTCON   
 GM0623  ___________________________________________________________________
 GM0623  LAPLACE CORR-          -3.80  (seconds)                    DEFLEC99
 GM0623  GEOID HEIGHT-         -18.48  (meters)                     GEOID03
 GM0623
 GM0623  HORZ ORDER  -  FIRST
 GM0623
 GM0623.The horizontal coordinates were established by classical geodetic methods
 GM0623.and adjusted by the National Geodetic Survey in December 1993..
 GM0623
 GM0623.The NAVD 88 height was computed by applying the VERTCON shift value to
 GM0623.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GM0623
 GM0623.The Laplace correction was computed from DEFLEC99 derived deflections.
 GM0623
 GM0623.The geoid height was determined by GEOID03.
 GM0623
 GM0623;                    North         East     Units Scale Factor Converg.
 GM0623;SPC NM E     -   657,490.343   177,817.183   MT  0.99991111   +0 05 11.2
 GM0623;SPC NM E     - 2,157,116.23    583,388.54   sFT  0.99991111   +0 05 11.2
 GM0623;SPC CO S     -   334,618.197 1,031,169.307   MT  1.00006945   +0 48 13.9
 GM0623;SPC CO S     - 1,097,826.53  3,383,094.63   sFT  1.00006945   +0 48 13.9
 GM0623;UTM  13      - 4,087,186.154   572,187.195   MT  0.99966419   +0 29 13.2
 GM0623
 GM0623!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GM0623!SPC NM E     -   0.99959674  x   0.99991111  =   0.99950789
 GM0623!SPC CO S     -   0.99959674  x   1.00006945  =   0.99966616
 GM0623!UTM  13      -   0.99959674  x   0.99966419  =   0.99926107
 GM0623
 GM0623|---------------------------------------------------------------------|
 GM0623| PID    Reference Object                     Distance      Geod. Az  |
 GM0623|                                                           dddmmss.s |
 GM0623| GM0622 BELLISLE CAIRN                       25.900 METERS 03323     |
 GM0623| CM8382 BELLISLE RM 1                        14.445 METERS 03749     |
 GM0623| CM8381 BELLISLE AZ MK                                     1261551.0 |
 GM0623| CM8383 BELLISLE RM 2                        14.837 METERS 15604     |
 GM0623| HK0440 EL PASO PUEBLO AWY BCN 45           APPROX.17.5 KM 3135649.2 |
 GM0623|---------------------------------------------------------------------|
 GM0623
 GM0623                          SUPERSEDED SURVEY CONTROL
 GM0623
 GM0623  NAD 83(1992)-  36 55 40.61676(N)    104 11 22.06095(W) AD(       ) 1
 GM0623  NAD 83(1986)-  36 55 40.61835(N)    104 11 22.05870(W) AD(       ) 1
 GM0623  NAD 27      -  36 55 40.53000(N)    104 11 20.14100(W) AD(       ) 1
 GM0623  NGVD 29 (07/19/86) 2588.0    (m)         8491.     (f) VERT ANG       
 GM0623
 GM0623.Superseded values are not recommended for survey control.
 GM0623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0623.See file dsdata.txt to determine how the superseded data were derived.
 GM0623
 GM0623_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEA7218787186(NAD 83)
 GM0623_MARKER: DB = BENCH MARK DISK
 GM0623_SETTING: 80 = SET IN A BOULDER
 GM0623_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 GM0623
 GM0623  HISTORY     - Date     Condition        Report By
 GM0623  HISTORY     - 1945     MONUMENTED       USGS
 GM0623  HISTORY     - 1970     GOOD             DMA
 GM0623
 GM0623                          STATION DESCRIPTION
 GM0623
 GM0623'DESCRIBED BY US GEOLOGICAL SURVEY 1945 (CAE)
 GM0623'THE STATION IS LOCATED ON NIPPER MOUNTAIN, A GRASSY HILL ON
 GM0623'TOP OF JOHNSON MESA.  BY APPROXIMATE AIR LINE DISTANCES STATION
 GM0623'IS LOCATED, 14 MILES E OF RATON, 3 MILES NW OF THE FORMER
 GM0623'POST OFFICE OF BELL, AND 1 MILE N OF STATE HIGHWAY 72.
 GM0623'
 GM0623'TO REACH THE STATION FROM THE RAILROAD STATION IN RATON, GO
 GM0623'N ON FIRST STREET 0.3 MILE TO THE FIRST ROAD RIGHT AFTER
 GM0623'CROSSING THE RAILROAD TRACKS.  TURN RIGHT AND FOLLOW STATE
 GM0623'HIGHWAY 72 E AND N TOWARDS YANKEE 4.8 MILES TO A FORK.  KEEP
 GM0623'ON THE RIGHT FORK, THE MAIN ROAD, AND CONTINUE 2.7 MILES TO
 GM0623'ANOTHER FORK.  TAKE THE RIGHT FORK AGAIN AND FOLLOW THE MAIN
 GM0623'ROAD FOR 6.1 MILES TO A FORK ON TOP OF THE MESA.  HERE TAKE THE
 GM0623'LEFT FORK E AND CONTINUE 4.1 MILES TO A ROAD LEFT.  CONTINUE
 GM0623'STRAIGHT (E) 2.0 MILES TO A CROSS TRACK JUST BEFORE A MAIN
 GM0623'FORK IN THE ROAD TO THE E.  THERE ARE SEVERAL MAIL BOXES
 GM0623'HERE.  TURN LEFT OR N BETWEEN TWO FENCES AND GO 0.4 MILE
 GM0623'TO A GATE ON THE LEFT AND FARM BUILDINGS ON THE RIGHT.
 GM0623'TURN WEST THROUGH THE GATE AND FOLLOW DIM TRACK ROAD 0.4
 GM0623'MILE TO ANOTHER GATE IN A N-S FENCE LINE.  THE AZIMUTH
 GM0623'MARK IS SET ABOUT 0.2 MILE S OF THIS GATE AND 70 YARDS W
 GM0623'OF THE FENCE LINE.  CONTINUE W ON TRACKS FOR ABOUT 0.3 MILE,
 GM0623'THENCE DRIVE NW ACROSS COUNTRY UP THE SLOPE TOWARDS THE
 GM0623'STATION 0.5 MILE TO ANOTHER N-S FENCE LINE.  THIS CAN BE
 GM0623'TAKEN DOWN AND A TRUCK DRIVEN 0.3 MILE FURTHER TO THE TOP
 GM0623'AND THE STATION.
 GM0623'
 GM0623'STATION MARK IS A STANDARD U.S. GEOLOGICAL SURVEY BENCH-MARK
 GM0623'DISK SET IN A DRILL HOLE IN A BOULDER WHICH PROJECTS ABOUT
 GM0623'10 INCHES ABOVE THE GROUND.  MARK IS UNSTAMPED.  IT IS LOCATED
 GM0623'85 FEET SSW OF A 2-FOOT CAIRN ON THE HIGHEST POINT OF THE
 GM0623'HILL AND 8 FEET WSW OF A 4- BY 4-INCH WHITE WITNESS POST
 GM0623'IN A ROCK CAIRN.
 GM0623'
 GM0623'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A DRILL
 GM0623'HOLE IN A BOULDER WHICH PROJECTS ABOUT 8 INCHES ABOVE THE
 GM0623'GROUND.  IT IS LOCATED NNE OF THE STATION, ABOUT 1-1/2 FEET
 GM0623'LOWER, AND 37-1/2 FEET SSW OF THE ROCK CAIRN WHICH IS ON
 GM0623'THE HIGHEST POINT.  DISK IS STAMPED BELLISLE USGS NO 1 1945.
 GM0623'
 GM0623'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A DRILL HOLE
 GM0623'IN A BOULDER WHICH PROJECTS ABOUT 5 INCHES ABOVE THE GROUND.
 GM0623'IT IS LOCATED SSE OF THE STATION AND ABOUT 2-1/2 FEET LOWER.
 GM0623'DISK IS STAMPED BELLISLE USGS NO 2 1945.
 GM0623'
 GM0623'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN A DRILL HOLE
 GM0623'IN OUTCROPPING BEDROCK WHICH PROJECTS ABOUT 5 FEET ABOVE
 GM0623'GROUND.  IT IS LOCATED SE OF THE STATION, 70 YARDS W OF A FENCE
 GM0623'LINE, AND 8-1/2 FEET SW OF A 4- BY 4-INCH WHITE WITNESS POST
 GM0623'IN A ROCK CAIRN.  DISK IS STAMPED BELLISLE USGS 1945.
 GM0623
 GM0623                          STATION RECOVERY (1970)
 GM0623
 GM0623'RECOVERY NOTE BY DEFENSE MAP AGENCY 1970
 GM0623'THE STATION MARK, AZIMUTH MARK AND REFERENCE MARKS WERE FOUND
 GM0623'IN GOOD CONDITION.  THERE NOW IS A WINDMILL LOCATED ABOUT 100
 GM0623'YARDS SOUTHSOUTHEAST FROM THE AZIMUTH MARK.  REVISED TO REACH
 GM0623'DESCRIPTION--
 GM0623'
 GM0623'FROM THE JUNCTION OF STATE ROUTE 72 AND INTERSTATE 25 IN RATON
 GM0623'N. MEX. GO EAST ON STATE ROUTE 72 FOR 16.5 MILES TO THE SITE OF
 GM0623'AN ABANDONED ST. JOHNS M.E. CHURCH AND CEMETERY.  CONTINUE
 GM0623'EAST ON ROUTE 72 FOR 1.2 MILES TO A TRACK ROAD LEFT, (NORTH)
 GM0623'LEADING TO A GRAVEL PIT.  TURN LEFT AND GO NORTH THROUGH GATE FOR
 GM0623'0.55 MILE TO A TRAIL LEADING WEST TOWARD A GATE IN A
 GM0623'NORTH-SOUTH FENCE AT A POINT ABOUT 1000 FEET SOUTH OF A LARGE
 GM0623'GRAVEL PIT.  TURN LEFT AND GO WEST 0.1 MILE TO THE GATE.
 GM0623'PASS THROUGH THE GATE AND PICK YOUR WAY NORTHERLY UP THE
 GM0623'RIDGE ABOUT 0.4 MILE TO THE TOP OF THE HILL AND THE
 GM0623'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS1138 ***********************************************************************
 DS1138  DESIGNATION -  BEN
 DS1138  PID         -  DS1138
 DS1138  STATE/COUNTY-  NM/SOCORRO
 DS1138  USGS QUAD   -  MOCKINGBIRD GAP (1982)
 DS1138
 DS1138                         *CURRENT SURVEY CONTROL
 DS1138  ___________________________________________________________________
 DS1138* NAD 83(1992)-  33 31 51.47089(N)    106 25 21.92551(W)     ADJUSTED  
 DS1138* NAVD 88     -      1548.66   (+/-2cm)    5080.9    (feet)  VERTCON   
 DS1138  ___________________________________________________________________
 DS1138  LAPLACE CORR-           1.00  (seconds)                    DEFLEC99
 DS1138  GEOID HEIGHT-         -21.96  (meters)                     GEOID03
 DS1138
 DS1138  HORZ ORDER  -  SECOND
 DS1138  VERT ORDER  -  THIRD ? (See Below)
 DS1138
 DS1138.The horizontal coordinates were established by classical geodetic methods
 DS1138.and adjusted by the National Geodetic Survey in December 1993..
 DS1138
 DS1138.The NAVD 88 height was computed by applying the VERTCON shift value to
 DS1138.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DS1138.The vertical order pertains to the NGVD 29 superseded value.
 DS1138
 DS1138.The Laplace correction was computed from DEFLEC99 derived deflections.
 DS1138
 DS1138.The geoid height was determined by GEOID03.
 DS1138
 DS1138;                    North         East     Units Scale Factor Converg.
 DS1138;SPC NM C     -   280,647.820   483,954.285   MT  0.99990317   -0 05 43.5
 DS1138;SPC NM C     -   920,758.72  1,587,773.35   sFT  0.99990317   -0 05 43.5
 DS1138;UTM  13      - 3,711,058.377   367,888.410   MT  0.99981518   -0 47 09.7
 DS1138
 DS1138!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS1138!SPC NM C     -   0.99976038  x   0.99990317  =   0.99966357
 DS1138!UTM  13      -   0.99976038  x   0.99981518  =   0.99957560
 DS1138
 DS1138|---------------------------------------------------------------------|
 DS1138| PID    Reference Object                     Distance      Geod. Az  |
 DS1138|                                                           dddmmss.s |
 DS1138| CD1596 BEN RM 2                              4.243 METERS 01046     |
 DS1138| CD1595 BEN RM 1                              4.349 METERS 10501     |
 DS1138| DS1140 D 9 2                               APPROX. 2.1 KM 2544909.6 |
 DS1138|---------------------------------------------------------------------|
 DS1138
 DS1138                          SUPERSEDED SURVEY CONTROL
 DS1138
 DS1138  NAD 83(1986)-  33 31 51.47789(N)    106 25 21.92806(W) AD(       ) 2
 DS1138  NAD 27      -  33 31 51.21667(N)    106 25 19.90268(W) AD(       ) 2
 DS1138  NGVD 29 (07/19/86) 1547.97   (m)         5078.6    (f) LEVELING    3  
 DS1138
 DS1138.Superseded values are not recommended for survey control.
 DS1138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS1138.See file dsdata.txt to determine how the superseded data were derived.
 DS1138
 DS1138_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT6788811058(NAD 83)
 DS1138_MARKER: DD = SURVEY DISK
 DS1138_SETTING: 0 = UNSPECIFIED SETTING
 DS1138
 DS1138  HISTORY     - Date     Condition        Report By
 DS1138  HISTORY     - 1967     MONUMENTED       DMA
 DS1138
 DS1138                          STATION DESCRIPTION
 DS1138
 DS1138'DESCRIBED BY DEFENSE MAP AGENCY 1967 (JWC)
 DS1138'THE STATION IS ABOUT 34-1/2 MILES WEST-SOUTHWEST OF CARRIZOZO, 26
 DS1138'MILES NORTHWEST OF THREE RIVERS, 22-1/2 MILES WEST OF OSCURO AND IN
 DS1138'THE SOUTHWEST CORNER OF A ASTRO-DOME BUILDING FOUNDATION.
 DS1138'
 DS1138'TO REACH THE STATION FROM THE POST OFFICE IN TULAROSA, GO WESTERLY ON
 DS1138'STATE HIGHWAY 52 FOR 1.25 MILES TO A T-ROAD JUNCTION JUST AFTER
 DS1138'CROSSING SOME RAILROAD TRACKS.  TURN RIGHT AND GO NORTH ON A
 DS1138'GRAVELED ROAD FOR 0.3 MILE TO WHERE THE MAIN ROAD TURNS WEST, TURN
 DS1138'WEST AND FOLLOW THE ROAD FOR 6.5 MILES TO A CROSSROAD AND GUARD
 DS1138'SHACK.  CONTINUE WEST AND NORTHWEST ON A PAVED ROAD FOR 21.5
 DS1138'MILES TO A PAVED CROSSROAD AT RHODES CANYON RANGE STATION.  TURN
 DS1138'RIGHT AND GO NORTH ON THE PAVED ROAD FOR 15.55 MILES TO A SMALL
 DS1138'WHITE BUILDING AND AN ASTRO-DOME ON THE RIGHT.  CONTINUE NORTH
 DS1138'ON THE PAVED ROAD FOR 3.35 MILES TO A FORK.  TAKE THE LEFT FORK
 DS1138'AND CONTINUE NORTH ON THE MAIN ROAD FOR 5.15 MILES TO TWO SMALL
 DS1138'WHITE BUILDINGS ON THE RIGHT.  CONTINUE NORTH ON THE PAVED
 DS1138'ROAD FOR 3.6 MILES TO A REVERSE FORK ON THE LEFT.  CONTINUE NORTH
 DS1138'FOR 0.85 MILE TO A REVERSE FORK ON THE RIGHT.  CONTINUE ON THE
 DS1138'MAIN ROAD FOR 0.1 MILE TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE ON
 DS1138'THE MAIN ROAD FOR 0.1 MILE TO A ROAD ON THE LEFT.  TURN RIGHT AND
 DS1138'GO EAST FOR 0.15 MILE TO A ROAD ON THE LEFT.  TURN LEFT AND GO
 DS1138'NORTH FOR 0.1 MILE TO THE TOP OF A SMALL KNOLL AND THE STATION IN
 DS1138'THE SOUTHWEST CORNER OF AN ASTRO-DOME FOUNDATION.
 DS1138'
 DS1138'THE STATION MARK IS A STANDARD DISK, OF THE WHITE SANDS PROVING
 DS1138'GROUNDS, STAMPED BEN 1962, CEMENTED IN A DRILL HOLE IN THE SOUTHWEST
 DS1138'CORNER OF THE ASTRO-DOME BUILDING FOUNDATION.  IT IS 47 FEET SOUTH
 DS1138'OF THE SOUTHWEST CORNER OF METAL BUILDING NO. H 4304, 4.6 FEET
 DS1138'WEST OF BUILDING NO. 532985, AND 4 FEET EAST OF THE WEST EDGE OF
 DS1138'THE FOUNDATION.
 DS1138'
 DS1138'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BEN NO 1 WSPG 1962 1966,
 DS1138'CEMENTED IN A DRILL HOLE IN THE NORTHWEST CORNER OF THE FOUNDATION.
 DS1138'IT IS 5 FEET SOUTHWEST OF BUILDING NO. 532985, AND 1 FOOT NORTHEAST
 DS1138'OF THE SOUTHWEST CORNER OF THE FOUNDATION.
 DS1138'
 DS1138'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BEN NO 2 WSPG 1962 1966,
 DS1138'CEMENTED IN A DRILL HOLE IN THE SOUTHEAST CORNER OF THE FOUNDATION.
 DS1138'IT IS 5.4 FEET NORTHEAST OF BUILDING NO. 532985 AND 1 FOOT
 DS1138'SOUTHWEST OF THE NORTHWEST CORNER OF THE FOUNDATION.
 DS1138'
 DS1138'BENCH MARK C 235 IS A STANDARD DISK, STAMPED C 235 1952, SET IN THE
 DS1138'TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT PROJECTS 4
 DS1138'INCHES ABOVE THE GROUND.  IT IS 120 FEET WEST OF THE CENTERLINE OF
 DS1138'THE PAVED ROAD AND 1.2 FEET NORTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0436 ***********************************************************************
 GN0436  DESIGNATION -  BENCH
 GN0436  PID         -  GN0436
 GN0436  STATE/COUNTY-  NM/RIO ARRIBA
 GN0436  USGS QUAD   -  OJO CALIENTE (1995)
 GN0436
 GN0436                         *CURRENT SURVEY CONTROL
 GN0436  ___________________________________________________________________
 GN0436* NAD 83(1992)-  36 15 09.61522(N)    106 02 57.31769(W)     ADJUSTED  
 GN0436* NAVD 88     -      1883.6    (meters)    6180.     (feet)  VERTCON   
 GN0436  ___________________________________________________________________
 GN0436  LAPLACE CORR-           1.99  (seconds)                    DEFLEC99
 GN0436  GEOID HEIGHT-         -18.61  (meters)                     GEOID03
 GN0436
 GN0436  HORZ ORDER  -  THIRD
 GN0436
 GN0436.The horizontal coordinates were established by classical geodetic methods
 GN0436.and adjusted by the National Geodetic Survey in December 1993..
 GN0436
 GN0436.The NAVD 88 height was computed by applying the VERTCON shift value to
 GN0436.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GN0436
 GN0436.The Laplace correction was computed from DEFLEC99 derived deflections.
 GN0436
 GN0436.The geoid height was determined by GEOID03.
 GN0436
 GN0436;                    North         East     Units Scale Factor Converg.
 GN0436;SPC NM C     -   582,565.477   518,040.210   MT  0.99990401   +0 07 07.4
 GN0436;SPC NM C     - 1,911,300.24  1,699,603.59   sFT  0.99990401   +0 07 07.4
 GN0436;UTM  13      - 4,012,484.391   405,734.134   MT  0.99970948   -0 37 13.9
 GN0436
 GN0436!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GN0436!SPC NM C     -   0.99970738  x   0.99990401  =   0.99961142
 GN0436!UTM  13      -   0.99970738  x   0.99970948  =   0.99941695
 GN0436
 GN0436|---------------------------------------------------------------------|
 GN0436| PID    Reference Object                     Distance      Geod. Az  |
 GN0436|                                                           dddmmss.s |
 GN0436| CD3988 BENCH RM 1                            8.850 METERS 03050     |
 GN0436| CD3987 BENCH AZ MK                                        0853827.7 |
 GN0436| CD3989 BENCH RM 2                            8.552 METERS 12014     |
 GN0436|---------------------------------------------------------------------|
 GN0436
 GN0436                          SUPERSEDED SURVEY CONTROL
 GN0436
 GN0436  NAD 83(1986)-  36 15 09.61937(N)    106 02 57.32109(W) AD(       ) 3
 GN0436  NAD 27      -  36 15 09.54670(N)    106 02 55.24020(W) AD(       ) 3
 GN0436  NGVD 29 (07/19/86) 1882.6    (m)         6176.     (f) VERT ANG       
 GN0436
 GN0436.Superseded values are not recommended for survey control.
 GN0436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0436.See file dsdata.txt to determine how the superseded data were derived.
 GN0436
 GN0436_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDA0573412484(NAD 83)
 GN0436_MARKER: DS = TRIANGULATION STATION DISK
 GN0436_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GN0436
 GN0436  HISTORY     - Date     Condition        Report By
 GN0436  HISTORY     - 1954     MONUMENTED       CGS
 GN0436  HISTORY     - 1963     GOOD             CGS
 GN0436
 GN0436                          STATION DESCRIPTION
 GN0436
 GN0436'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (WRH)
 GN0436'STATION IS LOCATED, AIRLINE, ABOUT 2-3/4 MILES SOUTH OF OJO
 GN0436'CALIENTE, JUST SOUTH OF THE TAOS-RIO ARRIBA COUNTY LINE, ON THE
 GN0436'EAST SIDE OF U.S. HIGHWAY 285 AND ON TOP OF THE WEST EDGE OF
 GN0436'THE BENCH LAND THAT OVERLOOKS THE OJO CALIENTE RIVER.
 GN0436'
 GN0436'STATION IS REACHED AS FOLLOWS--FROM THE U.S. POST OFFICE AND
 GN0436'ROADSIDE CASH STORE AT THE SOUTH END OF THE VILLAGE OF OJO
 GN0436'CALIENTE, GO SOUTH ON U.S. HIGHWAY 285 FOR 2.6 MILES TO
 GN0436'NARROW GRADED ROAD LEADING LEFT TO THE TOP OF THE BENCH.  TURN
 GN0436'LEFT AND FOLLOW THE NARROW ROAD FOR 0.1 MILE.  TAKE THE LEFT
 GN0436'FORK AND GO 0.05 MILE TO A CROSS ROAD, FROM HERE THE AZIMUTH
 GN0436'MARK IS 0.4 MILE EAST ON THE LEFT SIDE OF THE MAIN ROAD.  AT
 GN0436'THE CROSS ROAD TURN LEFT AND FOLLOW DIM TRACKS NORTHERLY FOR
 GN0436'0.1 MILE.  TURN LEFT AND GO 0.05 MILE TO THE STATION.
 GN0436'
 GN0436'STATION MARK, STAMPED BENCH 1954, IS A STANDARD DISK SET IN
 GN0436'THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT PROJECTS 1
 GN0436'INCH.  IT IS 300 FEET EAST OF THE HIGHWAY, 15 FEET EAST OF THE EDGE
 GN0436'OF THE BENCH AND 7.3 FEET WEST OF A WITNESS POST.
 GN0436'
 GN0436'REFERENCE MARK NUMBER 1, STAMPED BENCH NO 1 1954 IS A STANDARD
 GN0436'DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT
 GN0436'PROJECTS 3 INCHES AND IS 12 INCHES HIGHER THAN THE STATION.
 GN0436'IT IS 20 FEET EAST OF THE EDGE OF THE BENCH.
 GN0436'
 GN0436'REFERENCE MARK NUMBER 2, STAMPED BENCH NO 2 1954, IS A STANDARD
 GN0436'DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT
 GN0436'PROJECTS 2 INCHES AND IS 12 INCHES HIGHER THAN THE STATION.
 GN0436'IT IS 25 FEET NORTHEAST OF A LOW BREAK IN THE GRAVEL BANK ON
 GN0436'THE EDGE OF THE BENCH.
 GN0436'
 GN0436'AZIMUTH MARK, STAMPED BENCH 1954 IS A STANDARD DISK SET IN
 GN0436'THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT PROJECTS 3
 GN0436'INCHES.  IT IS 15.0 FEET NORTHWEST OF THE CENTERLINE OF THE TRACK
 GN0436'ROAD AND 54.0 FEET WEST SOUTHWEST OF THE CENTER POINT OF A
 GN0436'Y FORK.
 GN0436'
 GN0436'HEIGHT OF LIGHT ABOVE STATION MARK 1.51 METERS.
 GN0436
 GN0436                          STATION RECOVERY (1963)
 GN0436
 GN0436'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CKP)
 GN0436'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 GN0436'FOUND IN GOOD CONDITION.  THE DESCRIPTION FOR TO REACH THE
 GN0436'STATION IS ADEQUATE.
 GN0436'
 GN0436'THIS STATION WAS VISITED BY ASTRONOMIC PARTY C-621.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1502 ***********************************************************************
 GL1502  DESIGNATION -  BEND
 GL1502  PID         -  GL1502
 GL1502  STATE/COUNTY-  NM/UNION
 GL1502  USGS QUAD   -  ROMERO SPRING (1973)
 GL1502
 GL1502                         *CURRENT SURVEY CONTROL
 GL1502  ___________________________________________________________________
 GL1502* NAD 83(1992)-  36 18 27.03175(N)    103 51 52.33888(W)     ADJUSTED  
 GL1502* NAVD 88     -      1812.9    (meters)    5948.     (feet)  VERTCON   
 GL1502  ___________________________________________________________________
 GL1502  LAPLACE CORR-          -4.90  (seconds)                    DEFLEC99
 GL1502  GEOID HEIGHT-         -19.50  (meters)                     GEOID03
 GL1502
 GL1502  HORZ ORDER  -  THIRD
 GL1502
 GL1502.The horizontal coordinates were established by classical geodetic methods
 GL1502.and adjusted by the National Geodetic Survey in December 1993..
 GL1502
 GL1502.The NAVD 88 height was computed by applying the VERTCON shift value to
 GL1502.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GL1502
 GL1502.The Laplace correction was computed from DEFLEC99 derived deflections.
 GL1502
 GL1502.The geoid height was determined by GEOID03.
 GL1502
 GL1502;                    North         East     Units Scale Factor Converg.
 GL1502;SPC NM E     -   588,738.561   207,099.872   MT  0.99993092   +0 16 39.3
 GL1502;SPC NM E     - 1,931,553.10    679,460.16   sFT  0.99993092   +0 16 39.3
 GL1502;UTM  13      - 4,018,654.696   601,939.678   MT  0.99972803   +0 40 20.6
 GL1502
 GL1502!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GL1502!SPC NM E     -   0.99971862  x   0.99993092  =   0.99964956
 GL1502!UTM  13      -   0.99971862  x   0.99972803  =   0.99944672
 GL1502
 GL1502|---------------------------------------------------------------------|
 GL1502| PID    Reference Object                     Distance      Geod. Az  |
 GL1502|                                                           dddmmss.s |
 GL1502| CM8407 BEND RM 1                             5.898 METERS 07836     |
 GL1502| CM8406 Q 103                                              2431740.4 |
 GL1502| CM8408 BEND RM 2                             4.853 METERS 26532     |
 GL1502|---------------------------------------------------------------------|
 GL1502
 GL1502                          SUPERSEDED SURVEY CONTROL
 GL1502
 GL1502  NAD 83(1986)-  36 18 27.04037(N)    103 51 52.33616(W) AD(       ) 3
 GL1502  NAD 27      -  36 18 26.93400(N)    103 51 50.45620(W) AD(       ) 3
 GL1502  NGVD 29 (07/19/86) 1812.1    (m)         5945.     (f) VERT ANG       
 GL1502
 GL1502.Superseded values are not recommended for survey control.
 GL1502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1502.See file dsdata.txt to determine how the superseded data were derived.
 GL1502
 GL1502_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA0194018655(NAD 83)
 GL1502_MARKER: DS = TRIANGULATION STATION DISK
 GL1502_SETTING: 80 = SET IN A BOULDER
 GL1502_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 GL1502
 GL1502  HISTORY     - Date     Condition        Report By
 GL1502  HISTORY     - 1960     MONUMENTED       CGS
 GL1502  HISTORY     - 1970     GOOD             DMA
 GL1502
 GL1502                          STATION DESCRIPTION
 GL1502
 GL1502'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (HWK)
 GL1502'THE STATION IS ON THE NORTH END OF A LOW HILL, AT THE SOUTH
 GL1502'END OF A GROUP OF HILLS, APPROXIMATELY 10.0 MILES EAST AND
 GL1502'3.0 MILES SOUTH OF FARLEY, 6.0 MILES EAST OF GLADSTONE,
 GL1502'AND IN THE SOUTHEAST QUARTER OF SECTION 17, T. 28 E, T. 24 N.
 GL1502'
 GL1502'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 56 AND
 GL1502'STATE HIGHWAY 193, WHICH IS APPROXIMATELY 3 MILES SOUTH OF
 GL1502'FARLEY.  GO EAST ON HIGHWAY 56 FOR 4.0 MILES TO A STORE
 GL1502'AND POST OFFICE IN GLADSTONE.  CONTINUE EAST ON HIGHWAY 56
 GL1502'FOR 5.75 MILES TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE
 GL1502'EAST, FOR 0.7 MILE TO A SIDE ROAD LEFT, AT THE EAST END OF
 GL1502'A LONG CURVE IN THE HIGHWAY.  TURN LEFT, NORTH, FOR 0.1
 GL1502'MILE TO A FENCE CORNER ON THE LEFT, BEFORE REACHING A LONG
 GL1502'BARN.  TURN LEFT, WEST, ALONG THE NORTH SIDE OF FENCE FOR
 GL1502'0.05 MILE TO A WIRE GATE.  PASS THROUGH THE WIRE GATE, BEAR
 GL1502'RIGHT AND GO NORTH AND EAST ON TRACK ROAD FOR 0.2 MILE TO A
 GL1502'SADDLE AND END OF TRUCK TRAVEL.  PACK SOUTH UP HILL FOR 5 MINUTES
 GL1502'TO STATION.
 GL1502'
 GL1502'STATION MARK IS A STANDARD DISK STAMPED BEND 1960, CEMENTED
 GL1502'IN A DRILL HOLE IN A BOULDER WHICH PROJECTS 12 INCHES.  IT IS
 GL1502'10 FEET SOUTH OF THE NORTH EDGE OF THE HILL.  NO UNDERGROUND
 GL1502'DISKS WAS ESTABLISHED.
 GL1502'
 GL1502'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED BEND NO 1
 GL1502'1960, IS CEMENTED IN A DRILL HOLE IN A LARGE BOULDER WHICH
 GL1502'PROJECTS 12 INCHES.  IT IS 8 FEET WEST OF THE EAST EDGE OF
 GL1502'THE HILL.
 GL1502'
 GL1502'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED BEND NO 2 1960,
 GL1502'IS CEMENTED IN A DRILL HOLE IN A LARGE BOULDER WHICH PROJECTS
 GL1502'18 INCHES.  IT IS 6 FEET EAST OF THE WEST EDGE OF THE HILL.
 GL1502'
 GL1502'Q 103, A STANDARD U.S. COAST AND GEODETIC SURVEY BENCH MARK
 GL1502'DISK, STAMPED Q 103 1934, IS SET IN A ROUND CONCRETE POST
 GL1502'WHICH PROJECTS 3 INCHES.  IT IS 45 FEET SOUTH OF THE CENTER
 GL1502'LINE OF U.S. HIGHWAY 56, 1.5 FEET WEST OF A WOODEN WITNESS
 GL1502'POST AND 0.5 FEET NORTH OF A FENCE.
 GL1502'
 GL1502'NOTE.  REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
 GL1502
 GL1502                          STATION RECOVERY (1970)
 GL1502
 GL1502'RECOVERY NOTE BY DEFENSE MAP AGENCY 1970 (CCS)
 GL1502'STATION MARK, AZIMUTH MARK AND REFERENCE MARKS WERE FOUND
 GL1502'IN GOOD CONDITION AND THE DESCRIPTION ADEQUATE.
 GL1502'
 GL1502'DISTANCES TO THE R.M.S CHECKED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GO0429 ***********************************************************************
 GO0429  DESIGNATION -  BENNETT
 GO0429  PID         -  GO0429
 GO0429  STATE/COUNTY-  NM/SAN JUAN
 GO0429  USGS QUAD   -  LITTLE WATER (1966)
 GO0429
 GO0429                         *CURRENT SURVEY CONTROL
 GO0429  ___________________________________________________________________
 GO0429* NAD 83(1992)-  36 22 35.89082(N)    108 44 19.97511(W)     ADJUSTED  
 GO0429* NAVD 88     -      1973.0    (meters)    6473.     (feet)  VERTCON   
 GO0429  ___________________________________________________________________
 GO0429  LAPLACE CORR-          -6.73  (seconds)                    DEFLEC99
 GO0429  GEOID HEIGHT-         -20.82  (meters)                     GEOID03
 GO0429
 GO0429  HORZ ORDER  -  FIRST
 GO0429
 GO0429.The horizontal coordinates were established by classical geodetic methods
 GO0429.and adjusted by the National Geodetic Survey in December 1993..
 GO0429
 GO0429.The NAVD 88 height was computed by applying the VERTCON shift value to
 GO0429.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GO0429
 GO0429.The Laplace correction was computed from DEFLEC99 derived deflections.
 GO0429
 GO0429.The geoid height was determined by GEOID03.
 GO0429
 GO0429;                    North         East     Units Scale Factor Converg.
 GO0429;SPC NM W     -   596,691.991   748,748.153   MT  0.99999798   -0 32 13.6
 GO0429;SPC NM W     - 1,957,646.97  2,456,517.90   sFT  0.99999798   -0 32 13.6
 GO0429;UTM  12      - 4,028,098.666   702,831.519   MT  1.00010691   +1 20 29.4
 GO0429
 GO0429!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GO0429!SPC NM W     -   0.99969371  x   0.99999798  =   0.99969169
 GO0429!UTM  12      -   0.99969371  x   1.00010691  =   0.99980058
 GO0429
 GO0429:                Primary Azimuth Mark                     Grid Az
 GO0429:SPC NM W     -  BENNETT AZ MK                            075 29 58.0
 GO0429:UTM  12      -  BENNETT AZ MK                            073 37 15.0
 GO0429
 GO0429|---------------------------------------------------------------------|
 GO0429| PID    Reference Object                     Distance      Geod. Az  |
 GO0429|                                                           dddmmss.s |
 GO0429| CD4016 BENNETT AZ MK                                      0745744.4 |
 GO0429| GO0426 NEWCOMB TANK                        APPROX.10.6 KM 1651524.5 |
 GO0429| CD4017 BENNETT RM 1                         14.827 METERS 24017     |
 GO0429| CD4018 BENNETT RM 2                         19.903 METERS 33541     |
 GO0429| GO0491 SHIPROCK HIGHEST PINNACLE           APPROX.35.6 KM 3454936.8 |
 GO0429|---------------------------------------------------------------------|
 GO0429
 GO0429                          SUPERSEDED SURVEY CONTROL
 GO0429
 GO0429  NAD 83(1992)-  36 22 35.89015(N)    108 44 19.97589(W) AD(       ) 1
 GO0429  NAD 83(1986)-  36 22 35.88631(N)    108 44 19.97612(W) AD(       ) 1
 GO0429  NAD 27      -  36 22 35.86800(N)    108 44 17.65900(W) AD(       ) 1
 GO0429  NGVD 29 (08/22/88) 1972.1    (m)         6470.     (f) VERT ANG       
 GO0429
 GO0429.Superseded values are not recommended for survey control.
 GO0429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GO0429.See file dsdata.txt to determine how the superseded data were derived.
 GO0429
 GO0429_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYF0283228099(NAD 83)
 GO0429_MARKER: DS = TRIANGULATION STATION DISK
 GO0429_SETTING: 66 = SET IN ROCK OUTCROP
 GO0429
 GO0429  HISTORY     - Date     Condition        Report By
 GO0429  HISTORY     - 1934     MONUMENTED       CGS
 GO0429  HISTORY     - 1941     GOOD             CGS
 GO0429  HISTORY     - 1951     GOOD             CGS
 GO0429  HISTORY     - 1953     GOOD             USGS
 GO0429  HISTORY     - 1963     GOOD             CGS
 GO0429  HISTORY     - 1971     GOOD             NMHD
 GO0429  HISTORY     - 1971     GOOD             NGS
 GO0429  HISTORY     - 1984     MARK NOT FOUND   LOCENG
 GO0429
 GO0429                          STATION DESCRIPTION
 GO0429
 GO0429'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (EBL)
 GO0429'ABOUT 28 MILES SOUTH OF THE TOWN OF SHIPROCK, ON THE NAVAJO
 GO0429'INDIAN RESERVATION, ON WHAT IS LOCALLY KNOWN AS BENNETT ROCK.
 GO0429'THE STATION IS ON THE SOUTHERN PART OF THE ROCK.  TO REACH
 GO0429'FROM THE JUNCTION OF U.S. HIGHWAYS 666 AND 550 IN SHIPROCK,
 GO0429'GO SOUTH 27.8 MILES ON U.S. HIGHWAY 666, TURN RIGHT OFF ROAD
 GO0429'AND GO ACROSS COUNTRY ABOUT 0.8 MILE TO THE EAST BASE OF THE
 GO0429'ROCK, CLIMB UP DRAW TO THE RIDGE THEN GO SOUTH UP RIDGE TO
 GO0429'STATION SITE WHICH IS ON A SPUR THAT RUNS SOUTHEAST AND IS
 GO0429'ABOUT 50 YARDS NORTHEAST OF THE HIGHEST SOUTHERN PART OF
 GO0429'THE ROCK.  THE STATION AND REFERENCE MARKS ARE STANDARD
 GO0429'DISKS SET IN BEDROCK.
 GO0429'REFERENCE MARK NO. 1 IS 14.892 METERS (48.86 FEET) FROM
 GO0429'STATION S 60 DEG 17 MIN W, AND NO. 2 IS 20.081
 GO0429'METERS (65.88 FEET) FROM STATION N 24 DEG 19 MIN W.
 GO0429
 GO0429                          STATION RECOVERY (1941)
 GO0429
 GO0429'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (EBP)
 GO0429'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION AS
 GO0429'DESCRIBED.
 GO0429'
 GO0429'ADDITIONAL DESCRIPTION--STATION MARK IS ON A BENCH, ABOUT 20
 GO0429'FEET LOWER AND ABOUT 50 YARDS EAST OF THE U.S.G.S. TRIANGULATION
 GO0429'STATION BENNETT.  THE STATION WILL NOT SEE TO THE WESTWARD
 GO0429'WITHOUT A TOWER 80 FEET HIGH.
 GO0429'
 GO0429'TO REACH FROM NEWCOMB.  GO NORTH ON HIGHWAY 666, 06.1 MILES.
 GO0429'THEN TURN L, AND GO WEST ON A DIM TRACK ROAD 00.9 MILE TO THE
 GO0429'EAST BASE OF THE BUTTE.  THEN PACK UP THE STEEP SLOPE TO THE TOP
 GO0429'OF THE RIDGE AND THEN SOUTH ALONG THE RIDGE TO THE STATION.
 GO0429'ABOUT 3/4 HOUR PACK WITH A LOAD.
 GO0429
 GO0429                          STATION RECOVERY (1951)
 GO0429
 GO0429'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (WRH)
 GO0429'THE STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED
 GO0429'AND ALL MARKS WERE IN GOOD CONDITION.  AN AZIMUTH MARK WAS
 GO0429'ESTABLISHED FOR THE STATION.  THE AZIMUTH MARK IS A STANDARD
 GO0429'DISK SET AS DESCRIBED.  A COMPLETE DESCRIPTION
 GO0429'FOLLOWS.
 GO0429'
 GO0429'THE STATION IS LOCATED ON THE SOUTHEASTERN SUMMIT OF BENNETT
 GO0429'ROCK, A HIGH, LONE ROCK THAT IS ALONG THE WEST SIDE OF U.S.
 GO0429'HIGHWAY 666 AND ON THE NAVAJO INDIAN RESERVATION.  IT IS ABOUT
 GO0429'28 MILES AIRLINE SOUTH OF SHIPROCK, ABOUT 12 MILES AIRLINE
 GO0429'NORTHEAST OF TOADLENA, AND ABOUT 15 MILES AIRLINE NORTH OF
 GO0429'NEWCOMB.
 GO0429'
 GO0429'THE STATION IS A STANDARD DISK SET IN A DRILL HOLE IN SOLID
 GO0429'ROCK.  IT IS 30 FEET NORTH OF A CLIFF, 20 FEET SOUTH
 GO0429'OF A CLIFF, AND 74 FEET NORTHEAST OF THE HIGHEST POINT IN THE
 GO0429'IMMEDIATE VICINITY.  THE DISK IS STAMPED--BENNETT 1934.
 GO0429'
 GO0429'REFERENCE MARK NUMBER ONE IS 8 FEET NORTH OF A CLIFF, AND
 GO0429'ABOUT 3 FEET HIGHER THAN THE STATION.  IT IS A STANDARD DISK
 GO0429'SET IN A DRILL HOLE IN BEDROCK.  THE DISK IS
 GO0429'STAMPED--BENNETT NO 1 1934.
 GO0429'
 GO0429'REFERENCE MARK NUMBER TWO IS 20 FEET SOUTH OF A CLIFF, 10
 GO0429'FEET WEST OF A CLIFF, AND ABOUT 5 FEET LOWER THAN THE STATION.
 GO0429'IT IS A STANDARD DISK SET IN A DRILL HOLE IN BEDROCK.
 GO0429'THE DISK IS STAMPED--BENNETT NO 2 1934.
 GO0429'
 GO0429'THE AZIMUTH MARK IS 30 FEET NORTH OF THE CENTER LINE OF A TRACK
 GO0429'ROAD LEADING TO THE STATION, AND 15 FEET NORTH OF A 3-FOOT
 GO0429'CAIRN.  IT IS A STANDARD DISK SET IN A DRILL HOLE IN OUTCROPPING
 GO0429'BEDROCK AND PROJECTS 4 INCHES.  THE DISK IS
 GO0429'STAMPED--BENNETT 1934 1951.
 GO0429'
 GO0429'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS
 GO0429'66 AND 666 IN GALLUP GO NORTH ON U.S. HIGHWAY 666 FOR 62.9 MILES
 GO0429'TO 2 STONE PILLARS ON THE RIGHT AND A TRACK ROAD ON THE LEFT.
 GO0429'TURN LEFT, WEST, AND GO 0.4 MILE TO THE AZIMUTH MARK ON THE
 GO0429'RIGHT.  CONTINUE, WEST, ON THE TRACK ROAD FOR 0.8 MILE TO THE
 GO0429'END OF THE ROAD IN A NARROW CANYON AND THE END OF TRUCK
 GO0429'TRAVEL.  FROM THE END OF THE ROAD PACK WEST UP THE STEEP
 GO0429'CANYON, PASSING TO THE RIGHT OF A LARGE ROCK OUTCROP, TO THE
 GO0429'SADDLE BETWEEN 2 DISTINCT PEAKS.  GO SOUTH FROM THE SADDLE
 GO0429'TO THE SUMMIT OF THE SOUTHEAST PEAK AND THE STATION.
 GO0429'NOTE--THE PACK WILL REQUIRE ABOUT 1 HOUR AND IS DANGEROUS TO
 GO0429'TRAVEL BY NIGHT.
 GO0429'
 GO0429'OBSERVATIONS TAKEN FROM A 1.25 METER WOOD STAND.
 GO0429'
 GO0429'THE DISCREPANCIES IN THE MEASURMENTS TO THE REFERENCE MARKS
 GO0429'WERE NOTED AND CHECKED IN THE FIELD AND THE 1951 MEASURMENTS
 GO0429'ARE BELIEVED TO BE THE CORRECT HORIZONTAL DISTANCES.
 GO0429
 GO0429                          STATION RECOVERY (1953)
 GO0429
 GO0429'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1953
 GO0429'TEXT PREVIOUSLY SUBMITTED BY RMMC.
 GO0429
 GO0429                          STATION RECOVERY (1963)
 GO0429
 GO0429'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CKP)
 GO0429'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 GO0429'IN GOOD CONDITION.  THE DESCRIPTION FOR TO REACH THE STATION
 GO0429'IS EXCELLENT, ESPECIALLY ON HOW TO PACK UP THIS DANGEROUS
 GO0429'MOUNTAIN.  THIS STATION WAS VISITED BY ASTRONOMIC PARTY C-621.
 GO0429
 GO0429                          STATION RECOVERY (1971)
 GO0429
 GO0429'RECOVERY NOTE BY NM HIGHWAY DEPT 1971 (AAP)
 GO0429'BENNETT NO 1 1934-GOOD
 GO0429
 GO0429                          STATION RECOVERY (1971)
 GO0429
 GO0429'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (CWW)
 GO0429'THE STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED
 GO0429'AND ALL MARKS WERE IN GOOD CONDITION.
 GO0429'
 GO0429'HEIGHT OF LIGHT ABOVE STATION MARK 5.0 FEET.
 GO0429'
 GO0429'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--28 MILES
 GO0429'SOUTH OF SHIPROCK
 GO0429
 GO0429                          STATION RECOVERY (1984)
 GO0429
 GO0429'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1984 (RSK)
 GO0429'STATION MISSING.
 GO0429'
 GO0429'UPON REACHING THE TOP OF BENNETT PEAK, WE RECOVERED A DRILL HOLE IN
 GO0429'SMOOTH ROCK AS NOTED BY EARLIER PARTIES.  RM 1 WAS ALSO MISSING,
 GO0429'HOWEVER, DRILL HOLE IS EVIDENT AND FITS TIE, RM 2 WAS FOUND
 GO0429'EXISTANT AND IN GOOD CONDITION BEARING THE MARKS BENNETT NO. 2,
 GO0429'1934.  NO ATTEMPT WAS MADE TO RECOVER THE AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1789 ***********************************************************************
 CX1789  DESIGNATION -  BENSON
 CX1789  PID         -  CX1789
 CX1789  STATE/COUNTY-  NM/SIERRA
 CX1789  USGS QUAD   -  CABALLO (1980)
 CX1789
 CX1789                         *CURRENT SURVEY CONTROL
 CX1789  ___________________________________________________________________
 CX1789* NAD 83(1992)-  32 59 35.87634(N)    107 16 12.40982(W)     ADJUSTED  
 CX1789* NAVD 88     -      1351.     (meters)    4432.     (feet)  SCALED    
 CX1789  ___________________________________________________________________
 CX1789  LAPLACE CORR-           6.31  (seconds)                    DEFLEC99
 CX1789  GEOID HEIGHT-         -23.44  (meters)                     GEOID03
 CX1789
 CX1789  HORZ ORDER  -  SECOND
 CX1789
 CX1789.The horizontal coordinates were established by classical geodetic methods
 CX1789.and adjusted by the National Geodetic Survey in December 1993..
 CX1789
 CX1789.The orthometric height was scaled from a topographic map.
 CX1789
 CX1789.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1789
 CX1789.The geoid height was determined by GEOID03.
 CX1789
 CX1789;                    North         East     Units Scale Factor Converg.
 CX1789;SPC NM W     -   221,153.004   882,634.612   MT  0.99995081   +0 18 24.1
 CX1789;SPC NM W     -   725,566.15  2,895,777.06   sFT  0.99995081   +0 18 24.1
 CX1789;UTM  13      - 3,652,832.887   287,896.634   MT  1.00015473   -1 14 11.9
 CX1789
 CX1789!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1789!SPC NM W     -   0.99979166  x   0.99995081  =   0.99974248
 CX1789!UTM  13      -   0.99979166  x   1.00015473  =   0.99994636
 CX1789
 CX1789|---------------------------------------------------------------------|
 CX1789| PID    Reference Object                     Distance      Geod. Az  |
 CX1789|                                                           dddmmss.s |
 CX1789| CC6085 BENSON RM 1                          51.915 METERS 12803     |
 CX1789| CC6084 BENSON AZ MK                                       2163154.1 |
 CX1789| CC6086 BENSON RM 2                           5.401 METERS 35624     |
 CX1789|---------------------------------------------------------------------|
 CX1789
 CX1789                          SUPERSEDED SURVEY CONTROL
 CX1789
 CX1789  NAD 83(1986)-  32 59 35.88163(N)    107 16 12.41484(W) AD(       ) 2
 CX1789  NAD 27      -  32 59 35.62997(N)    107 16 10.32965(W) AD(       ) 2
 CX1789
 CX1789.Superseded values are not recommended for survey control.
 CX1789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1789.See file dsdata.txt to determine how the superseded data were derived.
 CX1789
 CX1789_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBS8789752833(NAD 83)
 CX1789_MARKER: DS = TRIANGULATION STATION DISK
 CX1789_SETTING: 66 = SET IN ROCK OUTCROP
 CX1789
 CX1789  HISTORY     - Date     Condition        Report By
 CX1789  HISTORY     - 1936     MONUMENTED       CGS
 CX1789  HISTORY     - 1959     GOOD             USGS
 CX1789  HISTORY     - 1980     GOOD             USGS
 CX1789
 CX1789                          STATION DESCRIPTION
 CX1789
 CX1789'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (WRP)
 CX1789'THE STATION IS 8.1 MILES AIR LINE NORTH OF THE NEW CABALLO
 CX1789'DAM 0.3 MILE AIR LINE EAST OF THE RIO GRANDE, AND ON THE
 CX1789'HIGHEST POINT OF A GRAVEL FOOTHILL 300 YARDS EAST OF MR. BENSONS
 CX1789'RANCH.  TO REACH FROM THE CABALLO DAM, GO NORTHWARD ON A ROAD
 CX1789'EAST OF THE RIO GRANDE 1.3 MILES TO A PIPE LINE AND CONSTRUCTION
 CX1789'CAMP, CROSS THE PIPE LINE AND GO 0.6 MILE, TAKE THE LEFT FORK
 CX1789'AND GO 1.5 MILES, KEEP STRAIGHT AHEAD (LEFT) AND GO 4.5 MILES TO
 CX1789'BENSONS RANCH AND END OF TRUCK TRAVEL, PACK EASTWARD 300
 CX1789'YARDS TO THE STATION.  THE STATION, AZIMUTH, AND REFERENCE
 CX1789'MARKS ARE STANDARD DISKS SET IN ROCK.
 CX1789'REFERENCE MARK NO. 1 IS 51.915 METERS (170.32
 CX1789'FEET) FROM THE STATION S 51 DEG 57 MIN E AND NO. 2
 CX1789'IS 5.401 METERS (17.72 FEET) FROM THE STATION
 CX1789'N 03 DEG 36 MIN W.  THE AZIMUTH MARK IS 1/4 MILE FROM
 CX1789'STATION S 36 DEG 32 MIN W.  THE FOLLOWING
 CX1789'DISTANCES AND BEARINGS ARE FROM STATION--PEAK, 3 MILES,
 CX1789'S 83 DEG 40 MIN E.  AND ANOTHER PEAK, 3 MILES, S 47 DEG 41 MIN E.
 CX1789
 CX1789                          STATION RECOVERY (1959)
 CX1789
 CX1789'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959 (MLR)
 CX1789'STATION RECOVERED IN GOOD CONDITION.
 CX1789'
 CX1789'ORIGINAL DESCRIPTION INADEQUATE.  NEW DESCRIPTION FOLLOWS
 CX1789'
 CX1789'STATION IS 8.1 MI. (AIRLINE) N. TO CABALLO RESERVOIR.  TO REACH FROM
 CX1789'CABALLO DAM, DRIVE NORTHWARD ON A RD. E. OF THE RESERVOIR, FOR 8.3
 CX1789'MI., TAKING LEFT OF ALL FORKS TO E-W. RD.  TURN LEFT AND FOLLOW RD.
 CX1789'TO RESERVOIR AND END OF TRUCK TRAVEL.  PACK N. ALONG SHORE TO
 CX1789'SECOND DRAIN FROM E.  TURN E. UP DRAIN FOR 200 YDS. THEN PACK UP N.
 CX1789'RIDGE TO STATION.
 CX1789'
 CX1789'STATION MARK--A STANDARD USC AND GS DISK STAMPED ---BENSON-1936---.
 CX1789
 CX1789                          STATION RECOVERY (1980)
 CX1789
 CX1789'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980 (JWH)
 CX1789'THE STATION MARK, REFERENCE MARK NO 1, NO 2, AND THE AZIMUTH MARK
 CX1789'WERE RECOVERED AND FOUND IN GOOD CONDITION BY MR. JAMES HUFF, CIVIL
 CX1789'ENGINEER AND REGISTERED PUBLIC SURVEYOR FROM THE U.S. DEPARTMENT OF
 CX1789'INTERIOR 1980.  WHEN THE STATION WS OCCUPIED, THE DISK SET FOR
 CX1789'REFERENCE MARK NO 1 AND THE AZIMUTH MARK WERE FOUND TO BE
 CX1789'INTERCHANGED.  THE DISTANCES AND AZIMUTH PROVED TO BE THE SAME AS
 CX1789'GIVEN ON THE HORIZONTAL CONTROL DATA SHEET, BUT THE INTERCHANGING OF
 CX1789'THE DISKS WERE NOT MENTIONED.
 CX1789'
 CX1789'THE GENERAL DESCRIPTION OF THE LOCATION OF THE STATION IS CORRECT BUT
 CX1789'THE SPECIFIC DIRECTION TO REACH THE STATION ARE NOT CORRECT.  CABALLO
 CX1789'RESERVOIR IS A POINT OF BEGINNING OF PACK TRAVEL MAY BE REACHED BY
 CX1789'BOAT.  DURING THE PART OF THE YEAR WHEN THE WATER LEVEL IS DOWN, THE
 CX1789'SITE OF THE OLD BENSON RANCH MAY BE REACHED BY TRUCK TRAVEL FROM
 CX1789'TRUTH OR CONSEQUENCES.
 CX1789'
 CX1789'SURVEYORS WHO ARE INTERESTED IN OCCUPYING THIS STATION SHOULD CONTACT
 CX1789'PERSONNEL OF THE WATER AND POWER RESOURCES SERVICE AT ELEPHANT BUTTE
 CX1789'DAM IN TRUTH OR CONSEQUENCES, NEW MEXICO.
 CX1789'
 CX1789'REFERENCE MARK NO 1 IS MARKED BY A STANDARD AZIMUTH MARK DISK
 CX1789'STAMPED---BENSON 1936---.  THE AZIMUTH MARK IS MARKED BY A STANDARD
 CX1789'REFERENCE MARK DISK STAMPED---BENSON NO 1 1936---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0186 ***********************************************************************
 FO0186  DESIGNATION -  BER 216
 FO0186  PID         -  FO0186
 FO0186  STATE/COUNTY-  NM/BERNALILLO
 FO0186  USGS QUAD   -  TIJERAS (1990)
 FO0186
 FO0186                         *CURRENT SURVEY CONTROL
 FO0186  ___________________________________________________________________
 FO0186* NAD 83(1986)-  35 02 26.     (N)    106 22 51.     (W)     SCALED    
 FO0186* NAVD 88     -      2025.715  (meters)    6646.03   (feet)  ADJUSTED  
 FO0186  ___________________________________________________________________
 FO0186  GEOID HEIGHT-         -19.62  (meters)                     GEOID03
 FO0186  DYNAMIC HT  -        2022.890 (meters)    6636.76  (feet)  COMP
 FO0186  MODELED GRAV-     979,166.5   (mgal)                       NAVD 88
 FO0186
 FO0186  VERT ORDER  -  SECOND    CLASS 0
 FO0186
 FO0186.The horizontal coordinates were scaled from a topographic map and have
 FO0186.an estimated accuracy of +/- 6 seconds.
 FO0186
 FO0186.The orthometric height was determined by differential leveling
 FO0186.and adjusted by the National Geodetic Survey in June 1991..
 FO0186
 FO0186.The geoid height was determined by GEOID03.
 FO0186
 FO0186.The dynamic height is computed by dividing the NAVD 88
 FO0186.geopotential number by the normal gravity value computed on the
 FO0186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0186.degrees latitude (g = 980.6199 gals.).
 FO0186
 FO0186.The modeled gravity was interpolated from observed gravity values.
 FO0186
 FO0186;                    North         East    Units  Estimated Accuracy
 FO0186;SPC NM C     -   448,080.      488,060.      MT  (+/- 180 meters Scaled)
 FO0186
 FO0186                          SUPERSEDED SURVEY CONTROL
 FO0186
 FO0186  NGVD 29 (??/??/92) 2024.858  (m)         6643.22   (f) ADJ UNCH    2 0
 FO0186
 FO0186.Superseded values are not recommended for survey control.
 FO0186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0186.See file dsdata.txt to determine how the superseded data were derived.
 FO0186
 FO0186_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU740784(NAD 83)
 FO0186_MARKER: DB = BENCH MARK DISK
 FO0186_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FO0186_SP_SET: CULVERT
 FO0186_STAMPING: NM BER 216 1934 ELEV 6645
 FO0186_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FO0186
 FO0186  HISTORY     - Date     Condition        Report By
 FO0186  HISTORY     - 1934     MONUMENTED       CGS
 FO0186  HISTORY     - 1935     GOOD             NGS
 FO0186  HISTORY     - 1954     GOOD             USGS
 FO0186
 FO0186                          STATION DESCRIPTION
 FO0186
 FO0186'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FO0186'2.7 MI S FROM TIJERAS RANGER STA.
 FO0186'2.7 MILES SOUTH ALONG THE YRISARRI ROAD FROM THE RANGER STATION AT
 FO0186'TIJERAS, BERNALILLO COUNTY, AT A STONE CULVERT, IN THE TOP OF THE
 FO0186'HEADWALL, AND 22 FEET SOUTH OF THE CENTERLINE OF THE ROAD.  A STATE
 FO0186'SURVEY STANDARD DISK, STAMPED NM BER 216 1934 ELEV 6645.
 FO0186
 FO0186                          STATION RECOVERY (1954)
 FO0186
 FO0186'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 FO0186'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1916 ***********************************************************************
 CX1916  DESIGNATION -  BERENDA
 CX1916  PID         -  CX1916
 CX1916  STATE/COUNTY-  NM/SIERRA
 CX1916  USGS QUAD   -  MC CLEDE MOUNTAIN (1985)
 CX1916
 CX1916                         *CURRENT SURVEY CONTROL
 CX1916  ___________________________________________________________________
 CX1916* NAD 83(1992)-  32 45 43.64567(N)    107 36 16.03447(W)     ADJUSTED  
 CX1916* NAVD 88     -      2044.     (meters)    6706.     (feet)  VERTCON   
 CX1916  ___________________________________________________________________
 CX1916  LAPLACE CORR-          -2.22  (seconds)                    DEFLEC99
 CX1916  GEOID HEIGHT-         -23.38  (meters)                     GEOID03
 CX1916
 CX1916  HORZ ORDER  -  THIRD
 CX1916
 CX1916.The horizontal coordinates were established by classical geodetic methods
 CX1916.and adjusted by the National Geodetic Survey in December 1993..
 CX1916
 CX1916.The NAVD 88 height was computed by applying the VERTCON shift value to
 CX1916.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CX1916
 CX1916.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1916
 CX1916.The geoid height was determined by GEOID03.
 CX1916
 CX1916;                    North         East     Units Scale Factor Converg.
 CX1916;SPC NM W     -   195,399.588   851,444.957   MT  0.99992234   +0 07 25.9
 CX1916;SPC NM W     -   641,073.48  2,793,449.00   sFT  0.99992234   +0 07 25.9
 CX1916;UTM  13      - 3,627,918.572   256,016.905   MT  1.00033407   -1 24 36.4
 CX1916
 CX1916!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1916!SPC NM W     -   0.99968289  x   0.99992234  =   0.99960525
 CX1916!UTM  13      -   0.99968289  x   1.00033407  =   1.00001685
 CX1916
 CX1916:                Primary Azimuth Mark                     Grid Az
 CX1916:SPC NM W     -  LEE ET                                   208 18 00.9
 CX1916:UTM  13      -  LEE ET                                   209 50 03.2
 CX1916
 CX1916|---------------------------------------------------------------------|
 CX1916| PID    Reference Object                     Distance      Geod. Az  |
 CX1916|                                                           dddmmss.s |
 CX1916| CX1923 LEE ET                              APPROX. 5.8 KM 2082526.8 |
 CX1916|---------------------------------------------------------------------|
 CX1916
 CX1916                          SUPERSEDED SURVEY CONTROL
 CX1916
 CX1916  NAD 83(1986)-  32 45 43.64937(N)    107 36 16.03963(W) AD(       ) 3
 CX1916  NAD 27      -  32 45 43.36986(N)    107 36 13.93649(W) AD(       ) 3
 CX1916  NGVD 29 (07/19/86) 2043.     (m)         6703.     (f) VERT ANG       
 CX1916
 CX1916.Superseded values are not recommended for survey control.
 CX1916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1916.See file dsdata.txt to determine how the superseded data were derived.
 CX1916
 CX1916_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBS5601727919(NAD 83)
 CX1916
 CX1916  HISTORY     - Date     Condition        Report By
 CX1916  HISTORY     - UNK      MONUMENTED
 CX1916  HISTORY     - 1960     GOOD             USGS
 CX1916
 CX1916                          STATION DESCRIPTION
 CX1916
 CX1916'DESCRIBED BY US GEOLOGICAL SURVEY 1960 (CWL)
 CX1916'ON TOP OF THE HIGH SHARP S. PEAK ON BERENDA CANYON, 1 MI. N. OF THE
 CX1916'POINT IN BERENDA CANYON WHERE THE RD. FROM LAKE VALLEY, NEW MEXICO,
 CX1916'ENTERS BERENDA CANYON 2 MI. FROM LAKE VALLEY.  THE PEAK IS KNOWN AS
 CX1916'--BERENDA--, ALSO --O-B AR-O--, ALSO --PACK SADDLE--.
 CX1916'
 CX1916'STATION MARK--STANDARD TABLET CEMENTED IN ROCK IN PLACE, AND STAMPED
 CX1916'--D 1934 BERENDA--.
 CX1916'
 CX1916'NO MENTION OF REFERENCE MARKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0815 ***********************************************************************
 EQ0815  DESIGNATION -  BERN
 EQ0815  PID         -  EQ0815
 EQ0815  STATE/COUNTY-  NM/SOCORRO
 EQ0815  USGS QUAD   -  LA JOYA NW (1979)
 EQ0815
 EQ0815                         *CURRENT SURVEY CONTROL
 EQ0815  ___________________________________________________________________
 EQ0815* NAD 83(1992)-  34 28 24.98230(N)    106 59 27.72031(W)     ADJUSTED  
 EQ0815* NAVD 88     -      1611.0    (meters)    5285.     (feet)  VERTCON   
 EQ0815  ___________________________________________________________________
 EQ0815  LAPLACE CORR-          -4.29  (seconds)                    DEFLEC99
 EQ0815  GEOID HEIGHT-         -21.69  (meters)                     GEOID03
 EQ0815
 EQ0815  HORZ ORDER  -  THIRD
 EQ0815
 EQ0815.The horizontal coordinates were established by classical geodetic methods
 EQ0815.and adjusted by the National Geodetic Survey in December 1993..
 EQ0815
 EQ0815.The NAVD 88 height was computed by applying the VERTCON shift value to
 EQ0815.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EQ0815
 EQ0815.The Laplace correction was computed from DEFLEC99 derived deflections.
 EQ0815
 EQ0815.The geoid height was determined by GEOID03.
 EQ0815
 EQ0815;                    North         East     Units Scale Factor Converg.
 EQ0815;SPC NM C     -   385,433.330   431,928.183   MT  0.99995710   -0 25 10.1
 EQ0815;SPC NM C     - 1,264,542.52  1,417,084.38   sFT  0.99995710   -0 25 10.1
 EQ0815;UTM  13      - 3,816,469.277   317,145.754   MT  1.00001214   -1 07 38.2
 EQ0815
 EQ0815!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EQ0815!SPC NM C     -   0.99975058  x   0.99995710  =   0.99970769
 EQ0815!UTM  13      -   0.99975058  x   1.00001214  =   0.99976272
 EQ0815
 EQ0815|---------------------------------------------------------------------|
 EQ0815| PID    Reference Object                     Distance      Geod. Az  |
 EQ0815|                                                           dddmmss.s |
 EQ0815| CD1618 BERN RM 1                            13.458 METERS 14308     |
 EQ0815| CD1619 BERN RM 2                            11.409 METERS 23516     |
 EQ0815| CD1617 2530                                               3472600.7 |
 EQ0815|---------------------------------------------------------------------|
 EQ0815
 EQ0815                          SUPERSEDED SURVEY CONTROL
 EQ0815
 EQ0815  NAD 83(1986)-  34 28 24.98618(N)    106 59 27.72007(W) AD(       ) 3
 EQ0815  NAD 27      -  34 28 24.76240(N)    106 59 25.61560(W) AD(       ) 3
 EQ0815  NGVD 29 (07/19/86) 1610.2    (m)         5283.     (f) VERT ANG       
 EQ0815
 EQ0815.Superseded values are not recommended for survey control.
 EQ0815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0815.See file dsdata.txt to determine how the superseded data were derived.
 EQ0815
 EQ0815_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU1714616469(NAD 83)
 EQ0815_MARKER: DS = TRIANGULATION STATION DISK
 EQ0815_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EQ0815
 EQ0815  HISTORY     - Date     Condition        Report By
 EQ0815  HISTORY     - 1958     MONUMENTED       CGS
 EQ0815
 EQ0815                          STATION DESCRIPTION
 EQ0815
 EQ0815'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RLE)
 EQ0815'THE STATION IS LOCATED ON A SLIGHT RISE IN THE DESERT ABOUT
 EQ0815'18 MILES SOUTHWEST OF BELEN AND ABOUT 9 MILES WEST-NORTHWEST
 EQ0815'OF BERNARDO.  IT IS 33 FEET SOUTH-SOUTHWEST OF THE CENTER
 EQ0815'OF A BLADED ROAD AND 5 FEET NORTHWEST OF A 2 X 4-INCH WITNESS
 EQ0815'POST.  THE MARK PROJECTS 2 INCHES AND IS STAMPED BERN 1958.
 EQ0815'
 EQ0815'REFERENCE MARK NO. 1 IS 30 FEET SOUTH-SOUTHWEST OF THE CENTER
 EQ0815'OF A BLADED ROAD AND 4 FEET NORTH-NORTHEAST OF A CAIRN.  THE
 EQ0815'MARK PROJECTS 2 INCHES AND IS STAMPED BERN NO 1 1958.
 EQ0815'
 EQ0815'REFERENCE MARK NO. 2 IS 71 FEET SOUTH-SOUTHWEST OF THE CENTER
 EQ0815'OF A BLADED ROAD AND 4 FEET NORTH-NORTHEAST OF A CAIRN.  THE
 EQ0815'MARK IS SET FLUSH AND IS STAMPED BERN NO 2 1958.
 EQ0815'
 EQ0815'THE AZIMUTH MARK IS A U.S. GEOLOGICAL SURVEY BENCH MARK SET
 EQ0815'IN THE TOP OF A 6 X 6-INCH CONCRETE POST THAT PROJECTS 8
 EQ0815'INCHES.  IT IS 17 FEET SOUTH OF A FENCE CORNER, 15 FEET WEST
 EQ0815'OF THE CENTER OF A BLADED ROAD AND 2 FEET EAST OF A FENCE.
 EQ0815'THE MARK IS STAMPED DS30 5272 1949.
 EQ0815'
 EQ0815'T 3 N, R 2 W, SEC. 24, NE CORNER IS A U.S. BUREAU OF LAND
 EQ0815'MANAGEMENT CADASTRAL SURVEY SECTION MARKER WELDED TO THE TOP
 EQ0815'OF A 2 1/2-INCH GALVANIZED PIPE THAT PROJECTS 4 INCHES.  IT
 EQ0815'IS 81 FEET NORTH OF USGS BM DS30, 65 FEET NORTH OF A FENCE
 EQ0815'CORNER AND 2 FEET EAST OF A CAIRN.
 EQ0815'
 EQ0815'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 60
 EQ0815'AND 85 WHICH IS JUST WEST OF BERNARDO, GO SOUTHWESTERLY ON
 EQ0815'U.S. HIGHWAYS 60 AND 85 FOR 1.7 MILES TO A SIDE ROAD RIGHT,
 EQ0815'TURN RIGHT ON BLADED ROAD AND GO NORTHWESTERLY FOR 0.95 MILE
 EQ0815'TO A CATTLE GUARD, PASS OVER CATTLE GUARD AND CONTINUE ON BLADED
 EQ0815'ROAD FOR 0.95 MILE TO A FORK, TAKE RIGHT FORK AND CONTINUE
 EQ0815'FOR 0.8 MILE TO A GATE AND FORK, TAKE LEFT FORK THROUGH GATE
 EQ0815'AND CONTINUE ON BLADED ROAD FOR 0.2 MILE TO A FORK, TAKE RIGHT
 EQ0815'FORK AND CONTINUE FOR 1.3 MILES TO A GATE, PASS THROUGH GATE
 EQ0815'AND CONTINUE FOR 1.0 MILE TO A FORK, TAKE LEFT FORK AND GO 1.0
 EQ0815'MILE TO A GATE, PASS THROUGH GATE AND CONTINUE FOR 0.9 MILE TO A
 EQ0815'FORK AND CATTLE GUARD, TAKE RIGHT FORK ACROSS CATTLE GUARD FOR
 EQ0815'0.1 MILE TO A FORK, TAKE RIGHT FORK AND GO FOR 1.9 MILES
 EQ0815'TO THE STATION ON LEFT AS DESCRIBED.
 EQ0815'
 EQ0815'TO REACH THE AZIMUTH MARK AND T 3 N, R 2 W, SEC 24, NE CORNER
 EQ0815'FROM THE STATION, GO NORTHERLY ON BLADED ROAD FOR 0.3 MILE TO
 EQ0815'THE AZIMUTH MARK ON LEFT AS DESCRIBED, AND THE SECTION MARKER
 EQ0815'ON THE RIGHT AS DESCRIBED.
 EQ0815'
 EQ0815'HEIGHT OF LIGHT ABOVE STATION MARK 1.0 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1062 ***********************************************************************
 FO1062  DESIGNATION -  BERN
 FO1062  PID         -  FO1062
 FO1062  STATE/COUNTY-  NM/SANDOVAL
 FO1062  USGS QUAD   -  BERNALILLO (1990)
 FO1062
 FO1062                         *CURRENT SURVEY CONTROL
 FO1062  ___________________________________________________________________
 FO1062* NAD 83(1992)-  35 19 02.80454(N)    106 31 55.42290(W)     ADJUSTED  
 FO1062* NAVD 88     -      1591.6    (meters)    5222.     (feet)  VERTCON   
 FO1062  ___________________________________________________________________
 FO1062  LAPLACE CORR-           6.87  (seconds)                    DEFLEC99
 FO1062  GEOID HEIGHT-         -20.74  (meters)                     GEOID03
 FO1062
 FO1062  HORZ ORDER  -  FIRST
 FO1062
 FO1062.The horizontal coordinates were established by classical geodetic methods
 FO1062.and adjusted by the National Geodetic Survey in December 1993..
 FO1062
 FO1062.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1062.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1062
 FO1062.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1062
 FO1062.The geoid height was determined by GEOID03.
 FO1062
 FO1062;                    North         East     Units Scale Factor Converg.
 FO1062;SPC NM C     -   478,825.722   474,353.452   MT  0.99990810   -0 09 47.0
 FO1062;SPC NM C     - 1,570,947.39  1,556,274.62   sFT  0.99990810   -0 09 47.0
 FO1062;UTM  13      - 3,909,324.073   360,733.334   MT  0.99983902   -0 53 09.0
 FO1062
 FO1062!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1062!SPC NM C     -   0.99975350  x   0.99990810  =   0.99966163
 FO1062!UTM  13      -   0.99975350  x   0.99983902  =   0.99959256
 FO1062
 FO1062|---------------------------------------------------------------------|
 FO1062| PID    Reference Object                     Distance      Geod. Az  |
 FO1062|                                                           dddmmss.s |
 FO1062| CD4019 BERN RM 1                             5.573 METERS 14605     |
 FO1062| FO1064 BERNALILLO WATER TANK               APPROX. 2.6 KM 2321159.8 |
 FO1062| FO1065 I25 1                               295.005 METERS 24354     |
 FO1062| FO1072 BERNALILLO CATH CH S SPIRE          APPROX. 1.4 KM 2594717.5 |
 FO1062| FO1050 US 85 N20                           APPROX. 1.1 KM 2760147.7 |
 FO1062| CD4020 BERN RM 2                             5.197 METERS 35744     |
 FO1062|---------------------------------------------------------------------|
 FO1062
 FO1062                          SUPERSEDED SURVEY CONTROL
 FO1062
 FO1062  NAD 83(1986)-  35 19 02.81027(N)    106 31 55.42510(W) AD(       ) 1
 FO1062  NAD 27      -  35 19 02.66638(N)    106 31 53.33068(W) AD(       ) 1
 FO1062  NGVD 29 (07/19/86) 1590.7    (m)         5219.     (f) VERT ANG       
 FO1062
 FO1062.Superseded values are not recommended for survey control.
 FO1062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1062.See file dsdata.txt to determine how the superseded data were derived.
 FO1062
 FO1062_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV6073309324(NAD 83)
 FO1062_MARKER: DS = TRIANGULATION STATION DISK
 FO1062_SETTING: 0 = UNSPECIFIED SETTING
 FO1062
 FO1062  HISTORY     - Date     Condition        Report By
 FO1062  HISTORY     - 1969     MONUMENTED       CGS
 FO1062  HISTORY     - 1974     GOOD             NMHD
 FO1062  HISTORY     - 20050103 MARK NOT FOUND   GEOCAC
 FO1062
 FO1062                          STATION DESCRIPTION
 FO1062
 FO1062'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JLC)
 FO1062'THE STATION IS LOCATED ABOUT 1-1/2 MILES NORTH-NORTHEAST OF
 FO1062'BERNALILLO, 0.15 MILE NORTHEAST OF THE JUNCTION OF STATE HIGHWAY
 FO1062'44 AND INTERSTATE HIGHWAY 25 AND ON TOP OF A HIGH CUT BANK.
 FO1062'
 FO1062'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 85 AND
 FO1062'STATE HIGHWAY 44 WHICH IS ABOUT 1 MILE NORTH OF BERNALILLO,
 FO1062'(U.S. 85 N-20 (SHD) WHICH WAS USED AS AN AZIMUTH MARK IS IN THE
 FO1062'NORTHEAST TRAFFIC ISLAND OF THIS INTERSECTION) GO EAST ON STATE
 FO1062'HIGHWAY 44 FOR 0.6 MILE TO AN OVERPASS OVER INTERSTATE HIGHWAY
 FO1062'25.  CONTINUE EAST ON STATE HIGHWAY 44 FOR 0.2 MILE TO A SERVICE
 FO1062'ROAD LEFT.  TURN LEFT AND GO NORTHWEST ON THE SERVICE ROAD FOR
 FO1062'0.15 MILE TO THE END OF THE TRUCK TRAVEL.  FROM THIS POINT,
 FO1062'PACK NORTH UP A STEEP HILL FOR ABOUT 200 FEET TO THE
 FO1062'STATION.
 FO1062'
 FO1062'THE STATION MARK IS A STANDARD DISK STAMPED BERN 1969, BRAZED
 FO1062'TO THE TOP OF A 3-INCH IRON PIPE WHICH PROJECTS 8 INCHES
 FO1062'ABOVE THE GROUND.  IT IS 5.5 FEET SOUTHWEST OF A WIRE FENCE AND
 FO1062'5.2 FEET SOUTHWEST OF A METAL WITNESS POST.
 FO1062'
 FO1062'REFERENCE MARK 1 IS A STANDARD DISK STAMPED BERN NO 1 1969,
 FO1062'BRAZED TO THE TOP OF A 3-INCH IRON PIPE WHICH PROJECTS 7 INCHES
 FO1062'ABOVE THE GROUND.  IT IS 18.7 FEET SOUTHEAST OF THE METAL
 FO1062'WITNESS POST AND 0.6 OF A FOOT SOUTHWEST OF THE WIRE FENCE.
 FO1062'
 FO1062'REFERENCE MARK 2 IS A STANDARD DISK STAMPED BERN NO 2 1969,
 FO1062'BRAZED TO THE TOP OF A 3-INCH IRON PIPE WHICH PROJECTS 6 INCHES
 FO1062'ABOVE THE GROUND.  IT IS 15.3 FEET NORTHWEST OF THE METAL
 FO1062'WITNESS POST AND 0.9 OF A FOOT SOUTHWEST OF THE WIRE FENCE.
 FO1062'
 FO1062'U.S.-85-N 20 IS A NEW MEXICO HIGHWAY COMMISSION DISK STAMPED
 FO1062'U.S.-85-N 20, SET IN THE TOP OF A 6-INCH CYLINDRICAL CONCRETE
 FO1062'MONUMENT FLUSH WITH THE GROUND.  IT IS 46 FEET SOUTH OF TELEPHONE
 FO1062'POLE NO. 40, 28 FEET EAST OF THE CENTER OF THE NORTH BOUND
 FO1062'LANES OF U.S. HIGHWAY 85 AND 26 FEET NORTH OF THE CENTER OF
 FO1062'THE WEST BOUND LANES OF STATE HIGHWAY 44.
 FO1062'
 FO1062'HEIGHT OF LIGHT ABOVE STATION MARK 1.2 METERS.
 FO1062
 FO1062                          STATION RECOVERY (1974)
 FO1062
 FO1062'RECOVERY NOTE BY NM HIGHWAY DEPT 1974 (SRC)
 FO1062'NAME OF STATION (DID NOT RECORD OTHERS).
 FO1062'
 FO1062'STATION RECOVERED GOOD.
 FO1062'
 FO1062'DISTANCE AND DIRECTION FROM NEAREST TOWN--1.5 MILES NORTH NORTHEAST
 FO1062'OF BERNALILLO.
 FO1062
 FO1062                          STATION RECOVERY (2005)
 FO1062
 FO1062'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 FO1062'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0590 ***********************************************************************
 FN0590  DESIGNATION -  BERNAL
 FN0590  PID         -  FN0590
 FN0590  STATE/COUNTY-  NM/SAN MIGUEL
 FN0590  USGS QUAD   -  TECOLOTE (1989)
 FN0590
 FN0590                         *CURRENT SURVEY CONTROL
 FN0590  ___________________________________________________________________
 FN0590* NAD 83(1992)-  35 22 38.00774(N)    105 19 40.16175(W)     ADJUSTED  
 FN0590* NAVD 88     -      2147.5    (meters)    7046.     (feet)  VERTCON   
 FN0590  ___________________________________________________________________
 FN0590  LAPLACE CORR-          -5.41  (seconds)                    DEFLEC99
 FN0590  GEOID HEIGHT-         -19.37  (meters)                     GEOID03
 FN0590
 FN0590  HORZ ORDER  -  FIRST
 FN0590
 FN0590.The horizontal coordinates were established by classical geodetic methods
 FN0590.and adjusted by the National Geodetic Survey in December 1993..
 FN0590
 FN0590.The NAVD 88 height was computed by applying the VERTCON shift value to
 FN0590.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FN0590
 FN0590.The Laplace correction was computed from DEFLEC99 derived deflections.
 FN0590
 FN0590.The geoid height was determined by GEOID03.
 FN0590
 FN0590;                    North         East     Units Scale Factor Converg.
 FN0590;SPC NM E     -   485,879.279    74,640.198   MT  1.00000968   -0 34 32.9
 FN0590;SPC NM E     - 1,594,088.93    244,882.05   sFT  1.00000968   -0 34 32.9
 FN0590;UTM  13      - 3,914,926.436   470,223.516   MT  0.99961093   -0 11 23.3
 FN0590
 FN0590!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FN0590!SPC NM E     -   0.99966608  x   1.00000968  =   0.99967575
 FN0590!UTM  13      -   0.99966608  x   0.99961093  =   0.99927714
 FN0590
 FN0590:                Primary Azimuth Mark                     Grid Az
 FN0590:SPC NM E     -  BERNAL AZ MK 2                           012 02 21.7
 FN0590:UTM  13      -  BERNAL AZ MK 2                           011 39 12.1
 FN0590
 FN0590|---------------------------------------------------------------------|
 FN0590| PID    Reference Object                     Distance      Geod. Az  |
 FN0590|                                                           dddmmss.s |
 FN0590| FN0598 BERNAL AZ MK 2                      APPROX. 2.0 KM 0112748.8 |
 FN0590| CJ6626 BERNAL AZ MK                                       0405321.5 |
 FN0590| CJ6627 BERNAL RM 1                           6.187 METERS 09701     |
 FN0590| FN0588 DENVER ALBUQUERQUE AWY BN 32        104.543 METERS 15418     |
 FN0590| CJ6628 BERNAL RM 2                          12.023 METERS 17225     |
 FN0590|---------------------------------------------------------------------|
 FN0590
 FN0590                          SUPERSEDED SURVEY CONTROL
 FN0590
 FN0590  NAD 83(1986)-  35 22 38.01322(N)    105 19 40.16024(W) AD(       ) 1
 FN0590  NAD 27      -  35 22 37.84930(N)    105 19 38.12730(W) AD(       ) 1
 FN0590  NGVD 29 (07/19/86) 2146.6    (m)         7043.     (f) VERT ANG       
 FN0590
 FN0590.Superseded values are not recommended for survey control.
 FN0590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0590.See file dsdata.txt to determine how the superseded data were derived.
 FN0590
 FN0590_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV7022414926(NAD 83)
 FN0590_MARKER: DS = TRIANGULATION STATION DISK
 FN0590_SETTING: 66 = SET IN ROCK OUTCROP
 FN0590
 FN0590  HISTORY     - Date     Condition        Report By
 FN0590  HISTORY     - 1949     MONUMENTED       CGS
 FN0590  HISTORY     - 1951     GOOD             CGS
 FN0590  HISTORY     - 1953     GOOD             CGS
 FN0590  HISTORY     - 1963     GOOD             CGS
 FN0590
 FN0590                          STATION DESCRIPTION
 FN0590
 FN0590'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (DHK)
 FN0590'THE STATION IS LOCATED ABOUT 1.5 MILES AIR LINE SOUTHWEST OF
 FN0590'THE SMALL TOWN OF BERNAL, ABOUT 1.0 MILE AIR LINE SOUTH OF
 FN0590'U.S. HIGHWAY 84 AND 85 AND ABOUT 1.0 MILE AIR LINE SOUTH OF
 FN0590'THE A.T. AND S.F. RAILROAD.  THE STATION HILL IS LOCATED ON
 FN0590'WHAT IS LOCALLY KNOWN AS BERNAL HILL AND HISTORICALLY KNOWN
 FN0590'AS SIERRA DEL HAMBRE.  THE STATION HILL RISES ABRUPTLY FROM
 FN0590'THE SURROUNDING COUNTRY FOR ABOUT 700 FEET, IS ABOUT 100
 FN0590'YARDS LONG IN A NORTH-SOUTH DIRECTION AND ABOUT 30 YARDS
 FN0590'WIDE.  THE STATION IS LOCATED ON THE NORTHERN END OF THE
 FN0590'HILL, ABOUT 330 FEET NORTH OF AIRWAY BEACON NO. 32, 10 FEET
 FN0590'SOUTH OF A STEEP DROP OFF, IS SET FLUSH AND IS STAMPED,
 FN0590'BERNAL 1949.
 FN0590'
 FN0590'BOTH REFERENCE MARKS ARE SET IN HOLES PRESUMED TO HAVE BEEN
 FN0590'DRILL HOLES FOR U.S.G.S. REFERENCE MARKS.  THE U.S.G.S. STATION
 FN0590'WAS NOT LOCATED.
 FN0590'
 FN0590'REFERENCE MARK NO. 1 IS APPROXIMATELY 6 INCHES LOWER THAN THE
 FN0590'STATION.  THE MARK IS SET FLUSH 1 FOOT SOUTH OF THE EDGE OF THE
 FN0590'HILL AND IS STAMPED, BERNAL NO 1 1949.
 FN0590'
 FN0590'REFERENCE MARK NO. 2 IS APPROXIMATELY 1 FOOT LOWER THAN THE
 FN0590'STATION, PROJECTS 3 INCHES AND IS STAMPED, BERNAL NO 2 1949.
 FN0590'
 FN0590'THE AZIMUTH MARK IS A BRONZE DISK SET FLUSH IN THE BASE OF
 FN0590'RAILWAY SIGNAL BLOCK NO. 7901, 21 PACES EAST-NORTHEAST OF A
 FN0590'CATTLE GUARD, 5 PACES SOUTHEAST OF A WHITE WITNESS POST AND
 FN0590'IS STAMPED, BERNAL 1949.
 FN0590'
 FN0590'TO REACH THE STATION FROM THE SAPAFINA POST OFFICE AND SERVICE
 FN0590'STATION ABOUT 17 MILES BY HIGHWAY FROM LAS VEGAS ON U.S. HIGHWAY
 FN0590'84 AND 85--DRIVE SOUTH ON STATE HIGHWAY 3 FOR 0.75 MILE TO A
 FN0590'RAILROAD CROSSING AND THE AZIMUTH MARK ABOUT 100 FEET TO THE
 FN0590'EAST.  CONTINUE ON THE STATE HIGHWAY FOR 1.5 MILES TO A GATE
 FN0590'ON THE RIGHT.  TURN RIGHT AND PASS THROUGH THE GATE AND FOLLOW
 FN0590'A TRACK ROAD FOR 0.2 MILE TO FORK.  KEEP THE RIGHT FORK FOR
 FN0590'0.1 MILE TO A GATE.  PASS THROUGH THE GATE AND CONTINUE FOR
 FN0590'0.2 MILE TO FORK.  KEEP THE RIGHT FORK FOR 0.05 MILE TO FORK.
 FN0590'KEEP THE RIGHT FORK FOR 0.1 MILE TO A GATE.  PASS THROUGH
 FN0590'THE GATE AND GO 0.15 MILE TO A DIM FORK ON THE LEFT (A FOUR
 FN0590'WHEEL DRIVE VEHICLE IS NEEDED TO DRIVE THE LAST 0.2 MILE).
 FN0590'TURN LEFT AND GO 0.2 MILE TO THE END OF TRUCK TRAVEL.  FROM
 FN0590'HERE PACK UP A STEEP SLOPE ON A DIM TRAIL TO THE TOP OF
 FN0590'THE HILL AND THENCE NORTH TO THE HIGHEST POINT AND STATION.  A
 FN0590'20-MINUTE PACK.
 FN0590
 FN0590                          STATION RECOVERY (1951)
 FN0590
 FN0590'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (WRH)
 FN0590'THE STATION WAS RECOVERED AS DESCRIBED AND ALL THE MARKS
 FN0590'WERE IN GOOD CONDITION.  A COMPLETE DESCRIPTION FOLLOWS.
 FN0590'
 FN0590'THE STATION IS LOCATED ON THE SUMMIT OF STARVATION PEAK.  IT
 FN0590'IS ABOUT 2 MILES AIRLINE SOUTH OF U.S. HIGHWAY 85, ABOUT 1
 FN0590'MILE AIRLINE SOUTH OF THE SANTA FE RAILROAD, AND ABOUT 16
 FN0590'MILES AIRLINE SOUTH-SOUTHWEST OF LAS VEGAS.
 FN0590'
 FN0590'THE STATION IS NEAR THE NORTHWEST EDGE OF THE MESA, 10 FEET
 FN0590'SOUTH OF A SHEER CLIFF, AND ON THE HIGHEST POINT OF THE MESA.
 FN0590'IT IS A STANDARD DISK SET IN A DRILL HOLE IN BEDROCK THAT IS
 FN0590'FLUSH WITH THE HIGHEST POINT.  THE DISK IS STAMPED--BERNAL 1949.
 FN0590'
 FN0590'REFERENCE MARK NUMBER ONE IS 1 FOOT SOUTH OF A SHEER CLIFF, AND
 FN0590'ABOUT 1/2 FOOT LOWER THAN THE STATION.  IT IS A STANDARD DISK
 FN0590'SET IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT IS FLUSH.
 FN0590'THE DISK IS STAMPED--BERNAL NO 1 1949.
 FN0590'
 FN0590'REFERENCE MARK NUMBER TWO IS 50 FEET SOUTH OF THE SHEER CLIFF,
 FN0590'AND ABOUT 1 FOOT LOWER THAN THE STATION.  IT IS A STANDARD DISK
 FN0590'SET IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT PROJECTS
 FN0590'3 INCHES.  THE DISK IS STAMPED--BERNAL NO 2 1949.
 FN0590'
 FN0590'THE AZIMUTH MARK IS 190 FEET EAST OF STATE HIGHWAY 3, 10 FEET
 FN0590'NORTH OF THE CENTER LINE OF THE RAILROAD TRACKS, AND 13 FEET
 FN0590'SOUTHEAST OF A WHITE WITNESS POST.  IT IS A STANDARD DISK SET
 FN0590'IN A DRILL HOLE IN THE SOUTHWEST CORNER OF THE CONCRETE BASE
 FN0590'OF RAILROAD SIGNAL NUMBER 7901 AND PROJECTS 16 INCHES.  THE
 FN0590'DISK IS STAMPED--BERNAL 1949.  TO REACH THE MARK FROM THE
 FN0590'SAPAFINA POST OFFICE AND FILLING STATION ON U.S. HIGHWAY 85
 FN0590'DRIVE SOUTH ON STATE HIGHWAY 3 FOR 0.75 MILE TO A RAILROAD
 FN0590'CROSSING AND THE MARK IS ON THE LEFT.
 FN0590'
 FN0590'TO REACH THE STATION FROM THE SAPAFINA POST OFFICE, ABOUT 17
 FN0590'MILES FROM LAS VEGAS ON U.S. HIGHWAY 85, GO SOUTH ON STATE
 FN0590'HIGHWAY 3 FOR 2.25 MILES TO A GATE ON THE RIGHT.  TURN RIGHT
 FN0590'AND PASS THROUGH THE GATE AND FOLLOW THE TRACK ROAD FOR 0.2
 FN0590'MILE TO A FORK.  TAKE THE RIGHT FORK FOR 0.1 MILE TO A GATE.
 FN0590'GO THROUGH THE GATE AND FOLLOW THE TRACK ROAD FOR 0.2 MILE TO A
 FN0590'FORK.  TAKE THE RIGHT FORK FOR 0.05 MILE TO A FORK.  TAKE THE
 FN0590'RIGHT FORK FOR 0.1 MILE TO A GATE.  PASS THROUGH THE GATE AND
 FN0590'GO 0.15 MILE TO A DIM FORK ON THE LEFT AND THE END OF TRUCK
 FN0590'TRAVEL.  PACK WESTERLY ON THE DIM ROAD FOR ABOUT 1/4 MILE TO
 FN0590'THE END OF THE ROAD.  FROM THE END OF THE ROAD PACK WEST
 FN0590'UP THE STEEP HILL SIDE FOR ABOUT 1/4 MILE TO A POINT THAT
 FN0590'IS DIRECTLY BELOW AN AIRWAY BEACON AND A ROPE HANGING FROM
 FN0590'THE TOP OF THE CLIFF.  CONTINUE, WEST, UP THE CLIFF, USING
 FN0590'THE 200 FEET OF ROPE TO AID IN ASCENDING THE CLIFF, TO
 FN0590'THE AIRWAY BEACON.  FROM THE BEACON GO NORTHWEST TO THE EDGE
 FN0590'OF THE MESA AND THE STATION.  NOTE--THIS ROUTE IS ABOUT A 20
 FN0590'MINUTE PACK.
 FN0590
 FN0590                          STATION RECOVERY (1953)
 FN0590
 FN0590'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (WRH)
 FN0590'THE STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD
 FN0590'CONDITION.  A COMPLETE DESCRIPTION FOLLOWS.
 FN0590'
 FN0590'THE STATION IS LOCATED ON THE HIGHEST POINT OF A PROMINENT FLAT
 FN0590'TOPPED PEAK THAT IS KNOWN LOCALLY AS STARVATION PEAK.  IT IS,
 FN0590'AIRLINE, ABOUT 16 MILES SOUTH-SOUTHWEST OF LAS VEGAS, 1.5 MILES
 FN0590'SOUTHWEST OF THE VILLAGE OF BERNAL, 6.5 MILES EAST OF RIBERA,
 FN0590'AND 1 MILE SOUTH OF U.S. HIGHWAY 84 AND 85.
 FN0590'
 FN0590'TO REACH FROM THE RAILROAD STATION IN ROWE, GO SOUTHEAST
 FN0590'ON U.S. HIGHWAY 84 AND 85 FOR 21.6 MILES TO ITS JUNCTION WITH
 FN0590'STATE HIGHWAY 3.  GO RIGHT ON STATE HIGHWAY 3 FOR 0.75 MILE
 FN0590'TO A RAILROAD CROSSING AND THE AZIMUTH MARK ON THE LEFT.
 FN0590'CONTINUE SOUTH ON STATE HIGHWAY 3 FOR 1.5 MILES TO A GATE ON
 FN0590'THE RIGHT.  GO THROUGH THE GATE, TURN RIGHT AND GO UP A LANE
 FN0590'FOR 0.3 MILE TO A GATE.  GO THROUGH THE GATE AND CONTINUE AHEAD
 FN0590'FOR 0.2 MILE TO A FORK.  TAKE THE RIGHT FORK AND GO 0.05 MILE
 FN0590'TO A FORK.  TAKE THE RIGHT FORK AND GO 0.1 MILE TO A GATE.
 FN0590'GO THROUGH THE GATE AND CONTINUE FOR 0.2 MILE TO A DIM FORK.
 FN0590'TAKE THE LEFT FORK AND GO UP HILL FOR 0.25 MILE TO END OF
 FN0590'ROAD.  FROM HERE PACK WESTERLY TO THE TOP OF THE PEAK, THEN
 FN0590'NORTHERLY ACROSS THE TOP OF THE PEAK TO THE HIGHEST POINT AND
 FN0590'THE STATION.
 FN0590'
 FN0590'THE STATION MARK IS A STANDARD DISK STAMPED BERNAL 1949, CEMENTED
 FN0590'IN A DRILL HOLE IN BEDROCK THAT IS FLUSH WITH THE GROUND.
 FN0590'IT IS 343.23 FEET NORTHWEST OF D-A AIRWAY BEACON 32 AND 15
 FN0590'FEET SOUTH OF THE EXTREME NORTH EDGE OF THE HILL.
 FN0590'
 FN0590'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED BERNAL
 FN0590'NO 1 1949, CEMENTED IN A DRILL HOLE IN BEDROCK FLUSH WITH THE
 FN0590'GROUND.  IT IS NEAR THE NORTH EDGE OF THE HILL AND ABOUT 1
 FN0590'FOOT LOWER THAN THE STATION.
 FN0590'
 FN0590'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED BERNAL
 FN0590'NO 2 1949, CEMENTED IN A DRILL HOLE IN A LARGE BOULDER THAT
 FN0590'PROJECTS 5 INCHES ABOVE THE GROUND.  IT IS ABOUT 1 FOOT LOWER
 FN0590'THAN THE STATION.
 FN0590'
 FN0590'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BERNAL 1949, CEMENTED
 FN0590'IN A DRILL HOLE IN A 30-INCH-SQUARE CONCRETE BLOCK THAT PROJECTS
 FN0590'14 INCHES.  IT IS LOCATED 7 FEET NORTH OF THE NORTH RAIL OF THE
 FN0590'ATCHISON TOPEKA AND SANTA FE RAILROAD, 12.6 FEET SOUTH-SOUTHWEST
 FN0590'OF A WITNESS POST, AND 135 FEET EAST OF THE CENTER LINE OF
 FN0590'STATE HIGHWAY 3.
 FN0590
 FN0590                          STATION RECOVERY (1963)
 FN0590
 FN0590'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JWG)
 FN0590'STATION HAS BEEN RECOVERED IN EXCELLENT CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0598 ***********************************************************************
 FN0598  DESIGNATION -  BERNAL AZ MK 2
 FN0598  PID         -  FN0598
 FN0598  STATE/COUNTY-  NM/SAN MIGUEL
 FN0598  USGS QUAD   -  TECOLOTE (1989)
 FN0598
 FN0598                         *CURRENT SURVEY CONTROL
 FN0598  ___________________________________________________________________
 FN0598* NAD 83(1992)-  35 23 41.29123(N)    105 19 24.48905(W)     ADJUSTED  
 FN0598* NAVD 88     -      1901.9    (meters)    6240.     (feet)  GPS OBS   
 FN0598  ___________________________________________________________________
 FN0598  X           -  -1,375,968.740 (meters)                     COMP
 FN0598  Y           -  -5,021,612.137 (meters)                     COMP
 FN0598  Z           -   3,674,750.220 (meters)                     COMP
 FN0598  LAPLACE CORR-          -5.29  (seconds)                    DEFLEC99
 FN0598  ELLIP HEIGHT-        1882.54  (meters)          (08/10/04) GPS OBS
 FN0598  GEOID HEIGHT-         -19.32  (meters)                     GEOID03
 FN0598
 FN0598  HORZ ORDER  -  B
 FN0598  ELLP ORDER  -  FOURTH    CLASS I
 FN0598
 FN0598.The horizontal coordinates were established by GPS observations
 FN0598.and adjusted by the National Geodetic Survey in August 2004..
 FN0598
 FN0598.The orthometric height was determined by GPS observations and a
 FN0598.high-resolution geoid model.
 FN0598
 FN0598.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FN0598
 FN0598.The Laplace correction was computed from DEFLEC99 derived deflections.
 FN0598
 FN0598.The ellipsoidal height was determined by GPS observations
 FN0598.and is referenced to NAD 83.
 FN0598
 FN0598.The geoid height was determined by GEOID03.
 FN0598
 FN0598;                    North         East     Units Scale Factor Converg.
 FN0598;SPC NM E     -   487,825.552    75,055.294   MT  1.00000876   -0 34 24.7
 FN0598;SPC NM E     - 1,600,474.33    246,243.91   sFT  1.00000876   -0 34 24.7
 FN0598;UTM  13      - 3,916,874.686   470,625.326   MT  0.99961063   -0 11 14.5
 FN0598
 FN0598!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FN0598!SPC NM E     -   0.99970460  x   1.00000876  =   0.99971336
 FN0598!UTM  13      -   0.99970460  x   0.99961063  =   0.99931535
 FN0598
 FN0598:                Primary Azimuth Mark                     Grid Az
 FN0598:SPC NM E     -  BERNAL                                   192 02 22.6
 FN0598:UTM  13      -  BERNAL                                   191 39 12.4
 FN0598
 FN0598|---------------------------------------------------------------------|
 FN0598| PID    Reference Object                     Distance      Geod. Az  |
 FN0598|                                                           dddmmss.s |
 FN0598| FN0590 BERNAL                              APPROX. 2.0 KM 1912757.9 |
 FN0598|---------------------------------------------------------------------|
 FN0598
 FN0598                          SUPERSEDED SURVEY CONTROL
 FN0598
 FN0598  NAD 83(1992)-  35 23 41.28735(N)    105 19 24.48720(W) AD(       ) 2
 FN0598  NAD 83(1986)-  35 23 41.29285(N)    105 19 24.48596(W) AD(       ) 2
 FN0598  NAD 27      -  35 23 41.12964(N)    105 19 22.45246(W) AD(       ) 2
 FN0598  NGVD 29 (07/19/86) 1900.97   (m)         6236.8    (f) LEVELING    3  
 FN0598
 FN0598.Superseded values are not recommended for survey control.
 FN0598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0598.See file dsdata.txt to determine how the superseded data were derived.
 FN0598
 FN0598_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV7062516875(NAD 83)
 FN0598_MARKER: DD = SURVEY DISK
 FN0598_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FN0598_STAMPING: BERNAL AZ 2 1949 1976
 FN0598_PROJECTION: PROJECTING 15 CENTIMETERS
 FN0598_MAGNETIC: N = NO MAGNETIC MATERIAL
 FN0598_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FN0598+STABILITY: SURFACE MOTION
 FN0598_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FN0598+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2005
 FN0598
 FN0598  HISTORY     - Date     Condition        Report By
 FN0598  HISTORY     - 1976     MONUMENTED       NMHD
 FN0598  HISTORY     - 20050519 GOOD             NMHD
 FN0598
 FN0598                          STATION DESCRIPTION
 FN0598
 FN0598'DESCRIBED BY NM HIGHWAY DEPT 1976 (CW)
 FN0598'THE STATION IS LOCATED IN SAN MIGUEL COUNTY, ALONG I-25 AND IS
 FN0598'14.3 AIRMILES SSW OF LAS VEGAS, NEW MEXICO, AND 29.20 ROADMILES
 FN0598'NORTH OF THE SAN MIGUEL/SANTA FE COUNTY LINE.
 FN0598'
 FN0598'THE STATION IS AT MILEPOST 330.2.
 FN0598'
 FN0598'TO REACH FROM THE GLORIETA INTERCHANGE OVER I-25, IN GLORIETA,
 FN0598'GO NORTH ON I-25 32.85 MILES TO THE STATION ON THE RIGHT.  THE
 FN0598'STATION IS 71 FEET EAST OF THE CENTERLINE OF THE NORTH BOUND LANE,
 FN0598'AND 19 FEET SOUTH OF CENTERLINE OF BERNAL INTERCHANGE AND 3 FEET
 FN0598'FROM GUARDRAIL.
 FN0598'
 FN0598'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 FN0598'DISK SET IN A CONCRETE POST PROJECTING ABOUT SIX INCHES ABOVE
 FN0598'THE GROUND AND STAMPED BERNAL AZ. MK. 2, 1976.
 FN0598
 FN0598                          STATION RECOVERY (2005)
 FN0598
 FN0598'RECOVERY NOTE BY NM HIGHWAY DEPT 2005 (JC)
 FN0598'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.
 FN0598' 
 FN0598'THE STATION DISK IS A STANDARD NGS DISK RATHER THAN A NEW MEXICO STATE
 FN0598'HIGHWAY  COMMISSION DISK, AS ORIGINALLY DESCRIBED.  OWNERSHIP - NEW
 FN0598'MEXICO DEPARTMENT OF  TRANSPORTATION, TELEPHONE 800-432-4269, 1120
 FN0598'CERRILLOS ROAD, SANTA FE NM 87504-1149.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1722 ***********************************************************************
 FO1722  DESIGNATION -  BERNALILLO
 FO1722  PID         -  FO1722
 FO1722  STATE/COUNTY-  NM/SANDOVAL
 FO1722  USGS QUAD   -  BERNALILLO (1990)
 FO1722
 FO1722                         *CURRENT SURVEY CONTROL
 FO1722  ___________________________________________________________________
 FO1722* NAD 83(1992)-  35 19 02.25980(N)    106 31 57.30209(W)     ADJUSTED  
 FO1722* NAVD 88     -      1589.10   (+/-2cm)    5213.6    (feet)  VERTCON   
 FO1722  ___________________________________________________________________
 FO1722  LAPLACE CORR-           6.85  (seconds)                    DEFLEC99
 FO1722  GEOID HEIGHT-         -20.74  (meters)                     GEOID03
 FO1722
 FO1722  HORZ ORDER  -  THIRD
 FO1722  VERT ORDER  -  THIRD ? (See Below)
 FO1722
 FO1722.The horizontal coordinates were established by classical geodetic methods
 FO1722.and adjusted by the National Geodetic Survey in December 1993..
 FO1722
 FO1722.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1722.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1722.The vertical order pertains to the NGVD 29 superseded value.
 FO1722
 FO1722.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1722
 FO1722.The geoid height was determined by GEOID03.
 FO1722
 FO1722;                    North         East     Units Scale Factor Converg.
 FO1722;SPC NM C     -   478,809.071   474,305.942   MT  0.99990813   -0 09 48.1
 FO1722;SPC NM C     - 1,570,892.76  1,556,118.74   sFT  0.99990813   -0 09 48.1
 FO1722;UTM  13      - 3,909,308.023   360,685.620   MT  0.99983919   -0 53 10.1
 FO1722
 FO1722!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1722!SPC NM C     -   0.99975389  x   0.99990813  =   0.99966204
 FO1722!UTM  13      -   0.99975389  x   0.99983919  =   0.99959312
 FO1722
 FO1722                          SUPERSEDED SURVEY CONTROL
 FO1722
 FO1722  NAD 83(1992)-  35 19 02.26595(N)    106 31 57.30527(W) AD(       ) 3
 FO1722  NGVD 29 (02/08/93) 1588.25   (m)         5210.8    (f) LEVELING    3  
 FO1722
 FO1722.Superseded values are not recommended for survey control.
 FO1722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1722.See file dsdata.txt to determine how the superseded data were derived.
 FO1722
 FO1722_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV6068609308(NAD 83)
 FO1722_MARKER: I = METAL ROD
 FO1722_SETTING: 0 = UNSPECIFIED SETTING
 FO1722_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FO1722
 FO1722  HISTORY     - Date     Condition        Report By
 FO1722  HISTORY     - 1949     MONUMENTED       USGS
 FO1722  HISTORY     - 1952     GOOD             USGS
 FO1722  HISTORY     - 20050103 MARK NOT FOUND   GEOCAC
 FO1722
 FO1722                          STATION DESCRIPTION
 FO1722
 FO1722'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 FO1722'STATION IS LOCATED ABOUT 1.5 MI. NE. OF BERNALILLO, ABOUT 0.25 MI.
 FO1722'NE. OF VIADUCT OVER RAILROAD.
 FO1722'
 FO1722'TO REACH FROM JUNCTION OF U.S. HIGHWAY 85 AND STATE HIGHWAY 44, ABOUT
 FO1722'1.0 MI. N. OF BERNALILLO, GO E. ON STATE HIGHWAY 44 FOR 0.4 MI. TO
 FO1722'VIADUCT OVER RAILROAD, CONTINUE 0.2 MI. E. TO RD. FORK ON LEFT SIDE,
 FO1722'TURN LEFT, THROUGH GATE, AND GO N. 0.1 MI. TO FOOT OF HILL, STATION
 FO1722'IS ON TOP OF POINT OF HILL TO E., ABOUT 5 MINUTE CLIMB.
 FO1722'
 FO1722'RECOVERED AS DESCRIBED BY USGS IN 1949.
 FO1722'
 FO1722'STATION MARK--A 1-1/2 IN. IRON PIPE, IN TOP OF CONCRETE POST,
 FO1722'PROJECTING ABOUT 0.3 FT. ABOVE GROUND.  (THIS IS A TRIANGULATION
 FO1722'STATION --BERNALILLO-- OF THE MIDDLE RIO GRANDE CONSERVANCY DISTRICT.)
 FO1722'
 FO1722'REFERENCE MARK--STANDARD REFERENCE MARK TABLET, STAMPED---BERNALILLO
 FO1722'MRGCD 1949---, SET IN LARGE BOULDER, PROJECTING 0.3 FT. ABOVE GROUND,
 FO1722'AND 66.2 FT. NE. OF STATION MARK, SLOPE DISTANCE, S 06 DEG 35 MIN E.
 FO1722
 FO1722                          STATION RECOVERY (2005)
 FO1722
 FO1722'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 FO1722'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1072 ***********************************************************************
 FO1072  DESIGNATION -  BERNALILLO CATH CH S SPIRE
 FO1072  PID         -  FO1072
 FO1072  STATE/COUNTY-  NM/SANDOVAL
 FO1072  USGS QUAD   -  BERNALILLO (1990)
 FO1072
 FO1072                         *CURRENT SURVEY CONTROL
 FO1072  ___________________________________________________________________
 FO1072* NAD 83(1992)-  35 18 54.75616(N)    106 32 49.90900(W)     ADJUSTED  
 FO1072* NAVD 88     -                                                        
 FO1072  ___________________________________________________________________
 FO1072  LAPLACE CORR-           6.02  (seconds)                    DEFLEC99
 FO1072  GEOID HEIGHT-         -20.80  (meters)                     GEOID03
 FO1072
 FO1072  HORZ ORDER  -  THIRD
 FO1072
 FO1072.The horizontal coordinates were established by classical geodetic methods
 FO1072.and adjusted by the National Geodetic Survey in December 1993..
 FO1072
 FO1072
 FO1072.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1072
 FO1072.The geoid height was determined by GEOID03.
 FO1072
 FO1072;                    North         East     Units Scale Factor Converg.
 FO1072;SPC NM C     -   478,581.729   472,976.549   MT  0.99990900   -0 10 18.5
 FO1072;SPC NM C     - 1,570,146.89  1,551,757.23   sFT  0.99990900   -0 10 18.5
 FO1072;UTM  13      - 3,909,097.482   359,353.554   MT  0.99984378   -0 53 40.3
 FO1072
 FO1072                          SUPERSEDED SURVEY CONTROL
 FO1072
 FO1072  NAD 83(1986)-  35 18 54.76251(N)    106 32 49.91371(W) AD(       ) 4
 FO1072  NAD 27      -  35 18 54.61912(N)    106 32 47.81802(W) AD(       ) 3
 FO1072
 FO1072.Superseded values are not recommended for survey control.
 FO1072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1072.See file dsdata.txt to determine how the superseded data were derived.
 FO1072
 FO1072_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV5935409097(NAD 83)
 FO1072_MARKER: 90 = CHURCH SPIRE
 FO1072
 FO1072  HISTORY     - Date     Condition        Report By
 FO1072  HISTORY     - 1954     FIRST OBSERVED   CGS
 FO1072  HISTORY     - 1969     GOOD             CGS
 FO1072  HISTORY     - 20050103 GOOD             GEOCAC
 FO1072
 FO1072                          STATION DESCRIPTION
 FO1072
 FO1072'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (WRH)
 FO1072'THE CHURCH IS LOCATED IN THE NORTH PART OF BERNALILLO, ABOUT
 FO1072'ONE BLOCK WEST OF U.S. HIGHWAY 85.
 FO1072'
 FO1072'THE SPIRE IS THE SOUTH SPIRE OF OUR LADY OF SORROWS CATHOLIC
 FO1072'CHURCH.  THE CROSS ON TOP OF THE SPIRE WAS INTERSECTED.
 FO1072
 FO1072                          STATION RECOVERY (1969)
 FO1072
 FO1072'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JLC)
 FO1072'THE STATION WAS RECOVERED AS DESCRIBED BY W.R.H. 1954.  THE
 FO1072'POINT INTERSECTED WAS THE BASE OF THE CROSS AT THE APEX OF
 FO1072'THE SOUTH SPIRE.
 FO1072
 FO1072                          STATION RECOVERY (2005)
 FO1072
 FO1072'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 FO1072'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1055 ***********************************************************************
 FO1055  DESIGNATION -  BERNALILLO LMBR CO CEN STK
 FO1055  PID         -  FO1055
 FO1055  STATE/COUNTY-  NM/SANDOVAL
 FO1055  USGS QUAD   -  BERNALILLO (1990)
 FO1055
 FO1055                         *CURRENT SURVEY CONTROL
 FO1055  ___________________________________________________________________
 FO1055* NAD 83(1992)-  35 18 11.05178(N)    106 33 20.12559(W)     ADJUSTED  
 FO1055* NAVD 88     -                                                        
 FO1055  ___________________________________________________________________
 FO1055  LAPLACE CORR-           6.35  (seconds)                    DEFLEC99
 FO1055  GEOID HEIGHT-         -20.81  (meters)                     GEOID03
 FO1055
 FO1055  HORZ ORDER  -  THIRD
 FO1055
 FO1055.The horizontal coordinates were established by classical geodetic methods
 FO1055.and adjusted by the National Geodetic Survey in December 1993..
 FO1055
 FO1055
 FO1055.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1055
 FO1055.The geoid height was determined by GEOID03.
 FO1055
 FO1055;                    North         East     Units Scale Factor Converg.
 FO1055;SPC NM C     -   477,237.279   472,209.193   MT  0.99990951   -0 10 35.8
 FO1055;SPC NM C     - 1,565,735.97  1,549,239.66   sFT  0.99990951   -0 10 35.8
 FO1055;UTM  13      - 3,907,762.903   358,569.354   MT  0.99984651   -0 53 56.9
 FO1055
 FO1055                          SUPERSEDED SURVEY CONTROL
 FO1055
 FO1055  NAD 83(1986)-  35 18 11.05720(N)    106 33 20.12906(W) AD(       ) 4
 FO1055  NAD 27      -  35 18 10.91773(N)    106 33 18.04270(W) AD(       ) 3
 FO1055
 FO1055.Superseded values are not recommended for survey control.
 FO1055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1055.See file dsdata.txt to determine how the superseded data were derived.
 FO1055
 FO1055_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV5856907763(NAD 83)
 FO1055_MARKER: 63 = STACK
 FO1055
 FO1055  HISTORY     - Date     Condition        Report By
 FO1055  HISTORY     - 1954     FIRST OBSERVED   CGS
 FO1055  HISTORY     - 20050103 GOOD             GEOCAC
 FO1055
 FO1055                          STATION DESCRIPTION
 FO1055
 FO1055'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (WRH)
 FO1055'THE STACK IS LOCATED IN THE SOUTHWEST PART OF BERNALILLO,
 FO1055'AT THE SAWMILL OF THE NEW MEXICO LUMBER CO.  IT IS THE CENTER
 FO1055'STACK OF THREE.
 FO1055'
 FO1055'THE STACK IS A TALL STEEL STACK ABOUT 85 FEET HIGH.  THE
 FO1055'CENTER OF THE TOP OF STACK WAS INTERSECTED.
 FO1055
 FO1055                          STATION RECOVERY (2005)
 FO1055
 FO1055'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 FO1055'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0879 ***********************************************************************
 FO0879  DESIGNATION -  BERNALILLO MAG 2
 FO0879  PID         -  FO0879
 FO0879  STATE/COUNTY-  NM/SANDOVAL
 FO0879  USGS QUAD   -  BERNALILLO (1990)
 FO0879
 FO0879                         *CURRENT SURVEY CONTROL
 FO0879  ___________________________________________________________________
 FO0879* NAD 83(1992)-  35 17 52.85694(N)    106 32 31.27845(W)     ADJUSTED  
 FO0879* NAVD 88     -      1547.566  (meters)    5077.31   (feet)  ADJUSTED  
 FO0879  ___________________________________________________________________
 FO0879  LAPLACE CORR-           7.77  (seconds)                    DEFLEC99
 FO0879  GEOID HEIGHT-         -20.74  (meters)                     GEOID03
 FO0879  DYNAMIC HT  -        1545.488 (meters)    5070.49  (feet)  COMP
 FO0879  MODELED GRAV-     979,237.3   (mgal)                       NAVD 88
 FO0879
 FO0879  HORZ ORDER  -  FIRST
 FO0879  VERT ORDER  -  FIRST     CLASS II
 FO0879
 FO0879.The horizontal coordinates were established by classical geodetic methods
 FO0879.and adjusted by the National Geodetic Survey in December 1993..
 FO0879
 FO0879.The orthometric height was determined by differential leveling
 FO0879.and adjusted by the National Geodetic Survey in June 1991..
 FO0879
 FO0879.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO0879
 FO0879.The geoid height was determined by GEOID03.
 FO0879
 FO0879.The dynamic height is computed by dividing the NAVD 88
 FO0879.geopotential number by the normal gravity value computed on the
 FO0879.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0879.degrees latitude (g = 980.6199 gals.).
 FO0879
 FO0879.The modeled gravity was interpolated from observed gravity values.
 FO0879
 FO0879;                    North         East     Units Scale Factor Converg.
 FO0879;SPC NM C     -   476,672.878   473,441.496   MT  0.99990869   -0 10 07.5
 FO0879;SPC NM C     - 1,563,884.27  1,553,282.64   sFT  0.99990869   -0 10 07.5
 FO0879;UTM  13      - 3,907,183.046   359,794.363   MT  0.99984226   -0 53 28.2
 FO0879
 FO0879!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO0879!SPC NM C     -   0.99976040  x   0.99990869  =   0.99966912
 FO0879!UTM  13      -   0.99976040  x   0.99984226  =   0.99960270
 FO0879
 FO0879:                Primary Azimuth Mark                     Grid Az
 FO0879:SPC NM C     -  BERNALILLO MAG 2 AZ MK                   017 40 25.5
 FO0879:UTM  13      -  BERNALILLO MAG 2 AZ MK                   018 23 46.2
 FO0879
 FO0879|---------------------------------------------------------------------|
 FO0879| PID    Reference Object                     Distance      Geod. Az  |
 FO0879|                                                           dddmmss.s |
 FO0879| CD4022 BERNALILLO MAG 2 AZ MK                             0173018.0 |
 FO0879| FO0279 BERNALILLO MAG STATION               55.182 METERS 09029     |
 FO0879| CD4023 BERNALILLO MAG 2 RM 1                11.415 METERS 23454     |
 FO0879| FO1064 BERNALILLO WATER TANK               APPROX. 1.3 KM 2953729.6 |
 FO0879| CD4024 BERNALILLO MAG 2 RM 2                 8.650 METERS 34135     |
 FO0879|---------------------------------------------------------------------|
 FO0879
 FO0879                          SUPERSEDED SURVEY CONTROL
 FO0879
 FO0879  NAD 83(1986)-  35 17 52.86273(N)    106 32 31.28056(W) AD(       ) 1
 FO0879  NAD 27      -  35 17 52.71655(N)    106 32 29.18698(W) AD(       ) 1
 FO0879
 FO0879.Superseded values are not recommended for survey control.
 FO0879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0879.See file dsdata.txt to determine how the superseded data were derived.
 FO0879
 FO0879_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV5979407183(NAD 83)
 FO0879_MARKER: DS = TRIANGULATION STATION DISK
 FO0879_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FO0879_SP_SET: CONCRETE POST
 FO0879_STAMPING: BERNALILLO MAG 2 1954
 FO0879_MARK LOGO: CGS   
 FO0879_PROJECTION: PROJECTING 5 CENTIMETERS
 FO0879_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 FO0879_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO0879+STABILITY: SURFACE MOTION
 FO0879
 FO0879  HISTORY     - Date     Condition        Report By
 FO0879  HISTORY     - 1954     MONUMENTED       CGS
 FO0879  HISTORY     - 1964     GOOD             CGS
 FO0879  HISTORY     - 1969     GOOD             CGS
 FO0879  HISTORY     - 1980     GOOD             NGS
 FO0879  HISTORY     - 1984     GOOD             NGS
 FO0879
 FO0879                          STATION DESCRIPTION
 FO0879
 FO0879'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (CAS)
 FO0879'STATION IS LOCATED ABOUT 3/4 MI. SW OF THE RAILROAD DEPOT IN
 FO0879'BERNALILLO.  IT IS APPROXIMATELY 125 FT. W OF THE W EDGE OF A
 FO0879'PROPOSED NEW HIGHWAY WHICH WILL BE HIGHWAY 85, 53 FT. E OF THE
 FO0879'E EDGE OF A GRAVEL ROAD, 25 FT. SE OF A TELEPHONE POLE, AND
 FO0879'20 FT. E OF A FENCE LINE.  THE MARK PROJECTS 2 IN., AND THE
 FO0879'DISK IS STAMPED BERNALILLO MAG 2 1954.
 FO0879'
 FO0879'REFERENCE MARK 1 IS 34 FT. E OF THE E EDGE OF A GRAVEL ROAD,
 FO0879'AND 1 FT. E OF A FENCE LINE.  THE MARK PROJECTS 4 IN., AND THE
 FO0879'DISK IS STAMPED BERNALILLO MAG 2 NO 1 1954.
 FO0879'
 FO0879'REFERENCE MARK 2 IS 34 FT. E OF THE E EDGE OF A GRAVEL ROAD,
 FO0879'AND 1 FT. E OF A FENCE LINE.  THE MARK PROJECTS 4 IN., AND THE
 FO0879'DISK IS STAMPED BERNALILLO MAG 2 NO 2 1954.
 FO0879'
 FO0879'TO REACH THE STATION FROM THE SANDOVAL COUNTY COURTHOUSE IN
 FO0879'BERNALILLO, GO S ON U.S. HIGHWAY 85 FOR 0.4 MI. TO A DIRT SIDE
 FO0879'ROAD LEFT, TURN LEFT AND GO E CROSSING THE RAILROAD TRACKS FOR
 FO0879'0.4 MI. TO A BRIDGE ACROSS AN IRRIGATION DITCH.  CROSS THE
 FO0879'DITCH AND TAKE THE LEFT FORK AND GO 0.2 MI. TO THE STATION ON
 FO0879'THE RIGHT AS DESCRIBED.
 FO0879
 FO0879                          STATION RECOVERY (1964)
 FO0879
 FO0879'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (WER)
 FO0879'STATION MARK AND R.M. 2 HAVE BEEN BEAT ON AND ARE SLIGHTLY
 FO0879'DAMAGED, BUT SOLID IN PLACE.  R.M. 1 IS IN GOOD CONDITION.
 FO0879
 FO0879                          STATION RECOVERY (1969)
 FO0879
 FO0879'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JLC)
 FO0879'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED.
 FO0879'THE STATION MARK HAS BEEN DEFACED SOME AND THE CORNER OF THE
 FO0879'MONUMENT WAS CHIPPED OFF.  THE MONUMENT FOR REFERENCE MARK 2 HAS
 FO0879'ALSO BEEN CHIPPED.  BOTH MARKS WERE REINFORCED AT THIS TIME AND
 FO0879'AN AZIMUTH MARK WAS ESTABLISHED.  THE HORIZONTAL DIRECTION TO
 FO0879'REFERENCE MARK 1 WAS LOWER BY 2 FT 18 IN.  THE HORIZONTAL
 FO0879'DIRECTION TO REFERENCE MARK 2 WAS HIGHER BY 3 FT 14 IN AND THE
 FO0879'HORIZONTAL DISTANCE WAS .09 OF A FOOT SHORTER.  A NEW
 FO0879'DESCRIPTION FOLLOWS.
 FO0879'
 FO0879'THE STATION IS LOCATED ABOUT 3/4 MILE SOUTHWEST OF THE RAILROAD
 FO0879'DEPOT IN BERNALILLO AND JUST WEST OF INTERSTATE HIGHWAY 25.
 FO0879'
 FO0879'TO REACH THE STATION FROM THE SANDOVAL COUNTY COURTHOUSE IN
 FO0879'BERNALILLO, GO SOUTH ON U.S. HIGHWAY 85 FOR 0.45 MILE TO A
 FO0879'CROSS STREET.  TURN LEFT AND GO EAST ON A PAVED ROAD FOR 0.4
 FO0879'MILE TO A CATTLE GUARD AND AN IRRIGATION DITCH, CONTINUE EAST
 FO0879'FOR ABOUT 150 FEET TO A CATTLE GUARD ON THE LEFT.  TURN LEFT
 FO0879'CROSS THE CATTLE GUARD AND GO NORTHEAST AND NORTH FOR 0.15
 FO0879'MILE TO THE STATION ON THE RIGHT.
 FO0879'
 FO0879'THE STATION MARK IS A STANDARD DISK STAMPED BERNALILLO MAG 2 1954,
 FO0879'SET IN THE TOP OF AN 8-INCH SQUARE CONCRETE MONUMENT WHICH
 FO0879'PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS 61 FEET EAST OF THE
 FO0879'CENTER OF THE GRAVELED ROAD, 26 FEET EAST-SOUTHEAST OF A TELEPHONE
 FO0879'POLE AND 20 FEET EAST OF A NORTH-SOUTH WIRE FENCE.
 FO0879'
 FO0879'REFERENCE MARK 1 IS A STANDARD DISK STAMPED BERNALILLO MAG 2
 FO0879'NO 1 1954, SET IN THE TOP OF AN 8-INCH SQUARE CONCRETE MONUMENT
 FO0879'WHICH IS FLUSH WITH THE GROUND.  IT IS 41 FEET EAST OF THE
 FO0879'CENTER OF THE GRAVELED ROAD AND 1 FOOT EAST OF THE WIRE FENCE.
 FO0879'
 FO0879'REFERENCE MARK 2 IS A STANDARD DISK STAMPED BERNALILLO MAG 2
 FO0879'NO 2 1954, SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE WHICH
 FO0879'PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS 44 FEET EAST OF THE
 FO0879'CENTER OF THE GRAVELED ROAD, 12 FEET NORTH-NORTHEAST OF THE
 FO0879'TELEPHONE POLE AND 2 FEET EAST OF THE WIRE FENCE.
 FO0879'
 FO0879'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BERNALILLO MAG 2
 FO0879'1954 1969, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 FO0879'MONUMENT WHICH PROJECTS 6 INCHES ABOVE THE GROUND.  IT IS
 FO0879'30 FEET WEST OF THE CENTER OF THE GRAVELED ROAD, 8 FEET NORTH
 FO0879'OF THE CENTER OF A WIRE GATE AND 1.4 FEET EAST OF THE NORTH
 FO0879'GATE POST.
 FO0879'
 FO0879'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON THE
 FO0879'GRAVELED ROAD FOR 0.25 MILE TO THE MARK ON THE LEFT.
 FO0879'
 FO0879'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 FO0879
 FO0879                          STATION RECOVERY (1980)
 FO0879
 FO0879'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 FO0879'STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED AND ARE IN GOOD
 FO0879'CONDITION.  THE AZIMUTH MARK WAS NOT FOUND.  NO SUITABLE LOCATION WAS
 FO0879'AVAILABLE FOR A NEW AZIMUTH MARK AT THIS TIME DUE TO LOCATION OF THE
 FO0879'STATION MARK AND AREA BUILDUP.  DISTANCE AND DIRECTION TO THE
 FO0879'REFERENCE MARKS COMPARED FAVORABLY WITH PREVIOUS DATA.
 FO0879'
 FO0879'STATION IS A STANDARD DISK, STAMPED---BERNALILLO MAG 2 1954---SET
 FO0879'IN THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTING ABOUT 3 INCHES,
 FO0879'59 FEET EAST OF THE CENTER OF A SURFACED ROAD, 20.5 FEET EAST OF A
 FO0879'NORTH-SOUTH FENCE LINE, 2.8 FEET WEST OF A METAL WITNESS POST.
 FO0879'
 FO0879'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED---BERNALILLO MAG 2 NO 1
 FO0879'1954---SET IN THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTING 4
 FO0879'INCHES, 41 FEET EAST OF CENTER OF THE SURFACED ROAD, 2 FEET EAST OF
 FO0879'THE FENCE.
 FO0879'
 FO0879'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED---BERNALILLO MAG 2 NO 2
 FO0879'1954---SET IN TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH GROUND,
 FO0879'40 FEET EAST OF THE SURFACED ROAD, 1 FOOT EAST OF THE FENCE.
 FO0879
 FO0879                          STATION RECOVERY (1984)
 FO0879
 FO0879'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FO0879'3.1 KM (1.9 MI) SW FROM BERNALILLO.
 FO0879'2.2 KM (1.35 MI) SOUTHWESTERLY ALONG THE ATCHISON TOPEKA AND SANTA FE
 FO0879'RAILROAD FROM ITS JUNCTION WITH STATE HIGHWAY 44 IN BERNALILLO, THENCE
 FO0879'0.6 KM (0.35 MI) SOUTHEAST ALONG A PAVED ROAD, THENCE 0.3 KM (0.2 MI)
 FO0879'NORTHEAST ALONG A PAVED ROAD, 44.0 M (144.4 FT) SOUTH OF A FENCE, 29.0
 FO0879'M (95.1 FT) NORTHEAST OF UTILITY POLE WITH TRANSFORMER, 18.6 M
 FO0879'(61.0 FT) EAST OF THE CENTER OF THE ROAD, AND 6.1 M (20.0 FT) EAST OF
 FO0879'A FENCE.
 FO0879'THE MARK IS 1.0 METERS  W FROM  A WITNESS POST
 FO0879'THE MARK IS 1.0 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1064 ***********************************************************************
 FO1064  DESIGNATION -  BERNALILLO WATER TANK
 FO1064  PID         -  FO1064
 FO1064  STATE/COUNTY-  NM/SANDOVAL
 FO1064  USGS QUAD   -  BERNALILLO (1990)
 FO1064
 FO1064                         *CURRENT SURVEY CONTROL
 FO1064  ___________________________________________________________________
 FO1064* NAD 83(1992)-  35 18 10.86735(N)    106 33 17.08857(W)     ADJUSTED  
 FO1064* NAVD 88     -      1585.     (meters)    5200.     (feet)  SCALED    
 FO1064  ___________________________________________________________________
 FO1064  LAPLACE CORR-           6.42  (seconds)                    DEFLEC99
 FO1064  GEOID HEIGHT-         -20.81  (meters)                     GEOID03
 FO1064
 FO1064  HORZ ORDER  -  THIRD
 FO1064
 FO1064.The horizontal coordinates were established by classical geodetic methods
 FO1064.and adjusted by the National Geodetic Survey in December 1993..
 FO1064
 FO1064.The orthometric height was scaled from a topographic map.
 FO1064
 FO1064.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1064
 FO1064.The geoid height was determined by GEOID03.
 FO1064
 FO1064;                    North         East     Units Scale Factor Converg.
 FO1064;SPC NM C     -   477,231.359   472,285.895   MT  0.99990946   -0 10 34.0
 FO1064;SPC NM C     - 1,565,716.55  1,549,491.31   sFT  0.99990946   -0 10 34.0
 FO1064;UTM  13      - 3,907,756.017   358,645.970   MT  0.99984624   -0 53 55.1
 FO1064
 FO1064!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1064!SPC NM C     -   0.99975457  x   0.99990946  =   0.99966405
 FO1064!UTM  13      -   0.99975457  x   0.99984624  =   0.99960084
 FO1064
 FO1064                          SUPERSEDED SURVEY CONTROL
 FO1064
 FO1064  NAD 83(1986)-  35 18 10.87303(N)    106 33 17.09073(W) AD(       ) 4
 FO1064  NAD 27      -  35 18 10.72862(N)    106 33 14.99617(W) AD(       ) 3
 FO1064
 FO1064.Superseded values are not recommended for survey control.
 FO1064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1064.See file dsdata.txt to determine how the superseded data were derived.
 FO1064
 FO1064_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV5864607756(NAD 83)
 FO1064_MARKER: 53 = ELEVATED TANK
 FO1064_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FO1064+SATELLITE: SATELLITE OBSERVATIONS - August 23, 2004
 FO1064
 FO1064  HISTORY     - Date     Condition        Report By
 FO1064  HISTORY     - 1954     FIRST OBSERVED   CGS
 FO1064  HISTORY     - 1952     GOOD             USGS
 FO1064  HISTORY     - 1954     GOOD             CGS
 FO1064  HISTORY     - 1968     GOOD             CGS
 FO1064  HISTORY     - 1969     GOOD             CGS
 FO1064  HISTORY     - 20030717 GOOD             USPSQD
 FO1064  HISTORY     - 20040823 GOOD             USPSQD
 FO1064  HISTORY     - 20050103 GOOD             GEOCAC
 FO1064
 FO1064                          STATION DESCRIPTION
 FO1064
 FO1064'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 FO1064'STATION MARK--A LARGE STEEL TANK, MOUNTED ON A FOUR LEGGED STRUCTURE,
 FO1064'AND IS ABOUT 75 FT. HIGH.  THE CENTER OF THE TOP OF TANK WAS
 FO1064'INTERSECTED.
 FO1064
 FO1064                          STATION RECOVERY (1954)
 FO1064
 FO1064'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (WRH)
 FO1064'THE TANK IS LOCATED IN BERNALILLO, IN THE SOUTHWEST PART OF
 FO1064'TOWN AND ABOUT 1/4 MILE WEST OF U.S. HIGHWAY 85, AT THE
 FO1064'NEW MEXICO LUMBER CO. SAWMILL.
 FO1064'
 FO1064'THE TANK IS A LARGE STEEL TANK MOUNTED ON A FOUR LEGGED STRUCTURE
 FO1064'AND IS ABOUT 75 FEET HIGH.  THE CENTER OF THE TOP OF TANK WAS
 FO1064'INTERSECTED.
 FO1064'
 FO1064'THIS IS THE SAME STATION AS BERNALILLO, WATER TANK, 1945.
 FO1064
 FO1064                          STATION RECOVERY (1968)
 FO1064
 FO1064'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JBJ)
 FO1064'THE STATION IS THE CENTER OF THE TOP OF AN ELEVATED WATER
 FO1064'STORAGE TANK, ABOUT 80 FEET TALL, THAT IS LOCATED 0.05 MILE
 FO1064'SOUTH AND 0.25 MILE WEST OF THE POST OFFICE IN BERNALILLO,
 FO1064'NEW MEXICO.
 FO1064
 FO1064                          STATION RECOVERY (1969)
 FO1064
 FO1064'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JLC)
 FO1064'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE 1954 DESCRIPTION
 FO1064'BY W.R.H. IS ADEQUATE, HOWEVER THE ORIGINAL NAME IS BEING
 FO1064'USED INSTEAD OF BERNALILLO NEW MEXICO LUMBER CO WATER TANK.
 FO1064'THE POINT INTERSECTED WAS TOP AND CENTER OF THE TANK.
 FO1064
 FO1064                          STATION RECOVERY (2003)
 FO1064
 FO1064'RECOVERY NOTE BY US POWER SQUADRON 2003 (RPJ)
 FO1064'RECOVERED IN GOOD CONDITION.
 FO1064
 FO1064                          STATION RECOVERY (2004)
 FO1064
 FO1064'RECOVERY NOTE BY US POWER SQUADRON 2004 (KFJ)
 FO1064'RECOVERED IN GOOD CONDITION.
 FO1064
 FO1064                          STATION RECOVERY (2005)
 FO1064
 FO1064'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 FO1064'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0819 ***********************************************************************
 EQ0819  DESIGNATION -  BERNAVAL
 EQ0819  PID         -  EQ0819
 EQ0819  STATE/COUNTY-  NM/BERNALILLO
 EQ0819  USGS QUAD   -  HUBBELL SPRING (1996)
 EQ0819
 EQ0819                         *CURRENT SURVEY CONTROL
 EQ0819  ___________________________________________________________________
 EQ0819* NAD 83(1992)-  34 54 32.05943(N)    106 31 24.74373(W)     ADJUSTED  
 EQ0819* NAVD 88     -      1715.2    (meters)    5627.     (feet)  VERTCON   
 EQ0819  ___________________________________________________________________
 EQ0819  LAPLACE CORR-          11.45  (seconds)                    DEFLEC99
 EQ0819  GEOID HEIGHT-         -20.61  (meters)                     GEOID03
 EQ0819
 EQ0819  HORZ ORDER  -  FIRST
 EQ0819
 EQ0819.The horizontal coordinates were established by classical geodetic methods
 EQ0819.and adjusted by the National Geodetic Survey in December 1993..
 EQ0819
 EQ0819.The NAVD 88 height was computed by applying the VERTCON shift value to
 EQ0819.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EQ0819
 EQ0819.The Laplace correction was computed from DEFLEC99 derived deflections.
 EQ0819
 EQ0819.The geoid height was determined by GEOID03.
 EQ0819
 EQ0819;                    North         East     Units Scale Factor Converg.
 EQ0819;SPC NM C     -   433,503.362   475,003.865   MT  0.99990770   -0 09 23.5
 EQ0819;SPC NM C     - 1,422,252.28  1,558,408.51   sFT  0.99990770   -0 09 23.5
 EQ0819;SPC NM W     -   434,259.461   949,694.656   MT  1.00009319   +0 44 58.7
 EQ0819;SPC NM W     - 1,424,732.91  3,115,789.88   sFT  1.00009319   +0 44 58.7
 EQ0819;UTM  13      - 3,864,000.247   360,814.855   MT  0.99983876   -0 52 19.3
 EQ0819
 EQ0819!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EQ0819!SPC NM C     -   0.99973408  x   0.99990770  =   0.99964180
 EQ0819!SPC NM W     -   0.99973408  x   1.00009319  =   0.99982724
 EQ0819!UTM  13      -   0.99973408  x   0.99983876  =   0.99957288
 EQ0819
 EQ0819|---------------------------------------------------------------------|
 EQ0819| PID    Reference Object                     Distance      Geod. Az  |
 EQ0819|                                                           dddmmss.s |
 EQ0819| CD1620 BERNAVAL RM 1                        19.622 METERS 21423     |
 EQ0819| EQ0816 BERNAVAL AZ MK                      APPROX. 0.6 KM 2192752.0 |
 EQ0819| EQ0818 BERNAVAL RM A                        27.108 METERS 29619     |
 EQ0819| CD1621 BERNAVAL RM 2                        18.513 METERS 30953     |
 EQ0819|---------------------------------------------------------------------|
 EQ0819
 EQ0819                          SUPERSEDED SURVEY CONTROL
 EQ0819
 EQ0819  NAD 83(1986)-  34 54 32.06502(N)    106 31 24.74406(W) AD(       ) 1
 EQ0819  NAD 27      -  34 54 31.87671(N)    106 31 22.66718(W) AD(       ) 1
 EQ0819  NGVD 29 (07/19/86) 1714.4    (m)         5625.     (f) VERT ANG       
 EQ0819
 EQ0819.Superseded values are not recommended for survey control.
 EQ0819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0819.See file dsdata.txt to determine how the superseded data were derived.
 EQ0819
 EQ0819_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU6081564000(NAD 83)
 EQ0819_MARKER: DS = TRIANGULATION STATION DISK
 EQ0819_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EQ0819_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EQ0819_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EQ0819+STABILITY: SURFACE MOTION
 EQ0819
 EQ0819  HISTORY     - Date     Condition        Report By
 EQ0819  HISTORY     - 1946     MONUMENTED       CGS
 EQ0819  HISTORY     - 1948     GOOD             CGS
 EQ0819  HISTORY     - 1966     GOOD             CGS
 EQ0819  HISTORY     - 1968     GOOD             CGS
 EQ0819  HISTORY     - 1968     GOOD             CGS
 EQ0819  HISTORY     - 1969     GOOD             CGS
 EQ0819  HISTORY     - 1969     GOOD             CGS
 EQ0819
 EQ0819                          STATION DESCRIPTION
 EQ0819
 EQ0819'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAE)
 EQ0819'THE STATION IS LOCATED IN THE W BREAKS OF THE FOOTHILLS, ON THE
 EQ0819'EDGE OF A LOW MESA-LIKE FOOTHILL LYING 9 MILES E OF THE RIO
 EQ0819'GRANDE.  IN APPROXIMATED AIRLINE DISTANCES IT IS LOCATED 23
 EQ0819'MILES NNE OF BELEN, 14 MILES NE OF LOS LUNAS, 13 MILES SE OF
 EQ0819'ALBUQUERQUE, AND 9-1/2 MILES E OF ISLETA.
 EQ0819'
 EQ0819'TO REACH THE STATION FROM THE STEEL BRIDGE ACROSS THE RIO
 EQ0819'GRANDE AT ISLETA, WHICH IS THE ONLY BRIDGE IN THAT VICINITY, GO
 EQ0819'E ON THE PAVED ROAD FOR 0.15 MILE TO A BLADED DIRT ROAD TURNING
 EQ0819'OFF AT A SLIGHT ANGLE TO THE LEFT.  TURN OFF THE PAVEMENT HERE
 EQ0819'AND FOLLOW THIS DIRT ROAD FOR 0.1 MILE TO A CROSSROAD.  KEEP
 EQ0819'STRAIGHT AHEAD HERE AND, KEEPING ON THE MAIN ROAD WHICH CLIMBS
 EQ0819'UP ONTO THE MESA, GO FOR 1.85 MILES TO A CATTLE GUARD.  CROSS
 EQ0819'THIS CATTLE GUARD AND GO FOR 2.2 MILES TO A FORK.  TAKE THE
 EQ0819'RIGHT FORK, OR THE ROAD STRAIGHT AHEAD, AND GO 2.1 MILES TO
 EQ0819'ANOTHER CATTLE GUARD.  CROSS THIS CATTLE GUARD AND GO 0.45
 EQ0819'MILE TO ANOTHER FORK.  TAKE THE RIGHT FORK HERE AND GO 1.7
 EQ0819'MILES TO A GATE.  PASS THROUGH THIS GATE AND GO 0.05 MILE TO A
 EQ0819'FORK.  THE RIGHT FORK HERE GOES TO BERNAVAL AZIMUTH MARK AND
 EQ0819'LOLITO.  TAKE THE LEFT FORK AND GO 0.5 MILE TO THE TOP OF THE
 EQ0819'LOW MESA.  HERE TURN LEFT OR N AND GO CROSS COUNTRY FOR 0.1
 EQ0819'MILE TO THE END OF TRUCK TRAVEL AND THE STATION.
 EQ0819'
 EQ0819'THE STATION MARK IS A BRONZE STATION DISK STAMPED BERNAVAL
 EQ0819'1946 AND SET IN A SQUARE CONCRETE POST WHICH PROJECTS ABOUT
 EQ0819'3 INCHES ABOVE THE SURROUNDING SURFACE.  IT IS LOCATED ABOUT 50
 EQ0819'YARDS E OF THE EDGE OF THE LOW MESA FOOTHILL AND 7.7 FEET S
 EQ0819'OF A 4-INCH SQUARE WHITE WITNESS POST.  UNDERGROUND MARK IS A
 EQ0819'BRONZE STATION DISK SET IN CONCRETE.
 EQ0819'
 EQ0819'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK STAMPED BERNAVAL
 EQ0819'NO 1 1946 AND SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2
 EQ0819'INCHES ABOVE THE SURROUNDING SURFACE.  IT IS ABOUT 1 FOOT LOWER
 EQ0819'THAN THE STATION AND IS LOCATED SW OF THE STATION.
 EQ0819'
 EQ0819'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK STAMPED BERNAVAL
 EQ0819'NO 2 1946 AND SET IN A SQUARE CONCRETE POST WHICH PROJECTS
 EQ0819'ABOUT 6 INCHES ABOVE THE SURROUNDING SURFACE.  IT IS ABOUT
 EQ0819'ON THE SAME LEVEL AS THE STATION AND IS LOCATED NW OF THE
 EQ0819'STATION.
 EQ0819'
 EQ0819'THE AZIMUTH MARK FOR TRIANGULATION STATION BERNAVAL IS A BRONZE
 EQ0819'AZIMUTH DISK STAMPED BERNAVAL 1946.  IT IS SET IN A SQUARE
 EQ0819'CONCRETE POST FLUSH, 9-1/2 FEET S OF THE WITNESS POST, 32 FEET
 EQ0819'SE OF A 3-INCH IRON POST STAMPED B/V WHICH MARKS THE COUNTY
 EQ0819'LINE BETWEEN BERNALILLO AND VALENCIA COUNTIES, 25 FEET SSW OF
 EQ0819'THE CENTER OF THE BLADED ROAD TO THE STATION, AND 130 FEET NE
 EQ0819'OF A FENCE LINE.
 EQ0819'
 EQ0819'HEIGHT OF LIGHT ABOVE STATION MARK - 4.3 METERS.
 EQ0819
 EQ0819                          STATION RECOVERY (1948)
 EQ0819
 EQ0819'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (DHK)
 EQ0819'THE STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION
 EQ0819'AS DESCRIBED, WITH THE EXCEPTION OF AN ANGULAR DIFFERENCE
 EQ0819'BETWEEN REFERENCE MARKS NO. 1 AND 2 OF APPROXIMATELY 4 MINUTES
 EQ0819'WAS NOTED AND CHECKED IN 1948, ALSO THE DIRECTION TO BERNAVAL
 EQ0819'AZIMUTH MARK FROM STATION BERNAVAL 1946 IS IN ERROR APPROXIMATELY
 EQ0819'10 MINUTES ON THE 1946 DESCRIPTION.  OUR 1948 DIRECTION CHECKS
 EQ0819'THE DIRECTION AS SHOWN ON THE LIST OF GEOGRAPHIC POSITIONS.
 EQ0819'THE CORRECT DATA LISTED BELOW.
 EQ0819'
 EQ0819'THE STATION IS LOCATED IN THE WEST BREAKS OF THE FOOTHILLS, ON
 EQ0819'THE EDGE OF A LOW MESA-LIKE FOOTHILL LYING 9 MILES EAST OF THE
 EQ0819'RIO GRANDE, ABOUT 23 MILES AIRLINE NORTH-NORTHEAST OF BELEN,
 EQ0819'ABOUT 14 MILES NORTHEAST OF LOS LUNAS, ABOUT 13 MILES AIRLINE
 EQ0819'SOUTHEAST OF ALBUQUERQUE, AND ABOUT 9.5 MILES AIRLINE EAST OF
 EQ0819'ISLETA.  THE STATION IS APPROXIMATELY 100 YARDS WEST OF THE
 EQ0819'HIGHEST POINT, ABOUT 85 PACES EAST-NORTHEAST OF A SMALL JUNIPER
 EQ0819'BUSH AT POINT WHERE MESA BREAKS OFF TO THE SOUTHWEST, A BRONZE
 EQ0819'DISK, PROJECTS 3 INCHES, STAMPED,
 EQ0819'BERNAVAL 1946.
 EQ0819'
 EQ0819'REFERENCE MARK NO. 1 IS APPROXIMATELY 1 FOOT LOWER THAN THE
 EQ0819'STATION, A BRONZE DISK, PROJECTS 4
 EQ0819'INCHES, STAMPED, BERNAVAL NO 1 1946.
 EQ0819'
 EQ0819'REFERENCE MARK NO. 2 IS APPROXIMATELY THE SAME ELEVATION AS
 EQ0819'THE STATION, A BRONZE DISK AS DESCRIBED, PROJECTS
 EQ0819'6 INCHES, STAMPED, BERNAVAL NO 2 1946.
 EQ0819'
 EQ0819'THE AZIMUTH MARK IS LOCATED ALONG A GRAVEL ROAD SOUTHWEST OF
 EQ0819'STATION, 8 PACES SOUTH OF AND APPROXIMATELY THE SAME ELEVATION
 EQ0819'AS THE CENTER LINE OF GRAVEL ROAD, 35 FEET SOUTHEAST OF B-V
 EQ0819'COUNTY LINE MARKER, A BRONZE DISK AS DESCRIBED,
 EQ0819'PROJECTS 2 INCHES, STAMPED, BERNAVAL 1946.
 EQ0819'
 EQ0819'TO REACH FROM THE STEEL BRIDGE ACROSS THE RIO GRANDE
 EQ0819'AT ISLETA, WHICH IS THE ONLY BRIDGE IN THE VICINITY.  GO EAST
 EQ0819'ON THE PAVED ROAD FOR 0.15 MILE TO A BLADED DIRT ROAD TURNING
 EQ0819'OFF AT A SLIGHT ANGLE TO THE LEFT.  LEAVE PAVEMENT AND FOLLOW
 EQ0819'THIS DIRT ROAD FOR 0.1 MILE TO A CROSSROAD.  CONTINUE STRAIGHT
 EQ0819'AHEAD ON THE MAIN ROAD WHICH LEADS TO THE TOP OF MESA FOR 2.05
 EQ0819'MILES TO A CATTLE GUARD.  CROSS CATTLE GUARD AND CONTINUE FOR
 EQ0819'3.1 MILES TO A FORK.  TAKE THE RIGHT FORK, STRAIGHT AHEAD AND GO
 EQ0819'1.4 MILE TO CATTLE GUARD.  CROSS CATTLE GUARD AND CONTINUE FOR
 EQ0819'0.45 MILE TO FORK.  TAKE RIGHT FORK AND CONTINUE 1.8 MILES TO
 EQ0819'A CATTLE GUARD.  CROSS CATTLE GUARD AND GO 0.05 MILE TO FORK.
 EQ0819'AT THIS POINT THE AZIMUTH MARK IS REACHED BY TAKING THE
 EQ0819'RIGHT FORK FOR 0.4 MILE TO AZIMUTH MARK ON RIGHT AS
 EQ0819'DESCRIBED ABOVE.  FROM THE PREVIOUS FORK TO REACH STATION.
 EQ0819'CONTINUE STRAIGHT AHEAD FOR 0.5 MILE TO TOP OF MESA.  TURN LEFT
 EQ0819'(N) AND FOLLOW TRACK ROAD FOR 0.5 MILE TO STATION AS DESCRIBED
 EQ0819'ABOVE.  A DRIVE STATION.
 EQ0819
 EQ0819                          STATION RECOVERY (1966)
 EQ0819
 EQ0819'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JCC)
 EQ0819'STATION AND ALL MARKS RECOVERED IN GOOD CONDITION.  NEW DIRECTIONS
 EQ0819'TO REACH THE STATION ARE SHOWN BELOW.
 EQ0819'
 EQ0819'STATION IS REACHED AS FOLLOWS--FROM THE EAST END OF THE BRIDGE,
 EQ0819'IN ISLETA, GO EASTERLY 0.15 MILES TO A JUNCTION.  TAKE DIRT
 EQ0819'ROAD, EAST, THROUGH A GROUP OF ADOBE HOUSES, FOR 0.3 MILES TO
 EQ0819'A CATTLE GUARD.  PASS THROUGH CATTLE GUARD AND CONTINUE 1.7
 EQ0819'MILES TO A CATTLE GUARD AND A METAL GATE.  PASS THROUGH CATTLE
 EQ0819'GUARD AND CONTINUE 4.5 MILES TO A CATTLE GUARD AND METAL
 EQ0819'GATE.  PASS THROUGH CATTLE GUARD AND GO 0.4 MILES TO A FORK.
 EQ0819'TAKE RIGHT FORK AND GO 1.8 MILES TO A CATTLE GUARD.  PASS
 EQ0819'THROUGH CATTLE GUARD AND GO 0.05 MILES TO A FORK.  (TAKE
 EQ0819'RIGHT FORK 0.35 MILES TO THE AZIMUTH MARK) TAKE LEFT FORK AND
 EQ0819'GO 0.6 MILES TO THE TOP OF MESA.  TURN HARD LEFT AND FOLLOW
 EQ0819'TRACK ROAD DOWN FIRST FINGER FOR 0.2 MILES TO THE STATION.
 EQ0819'STAION IS APPROXIMATELY 500 FEET NORTH OF MAIN ROAD.
 EQ0819
 EQ0819                          STATION RECOVERY (1968)
 EQ0819
 EQ0819'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JCC)
 EQ0819'ALL MARKS WERE RECOVERED IN GOOD CONDITION AND THE DESCRIPTION
 EQ0819'IS ENTIRELY ADEQUATE.  THE STATION WAS USED ONLY AS A GEODIMETER
 EQ0819'STATION SO NO MEASUREMENTS OR ANGLES WILL BE SHOWN.
 EQ0819
 EQ0819                          STATION RECOVERY (1968)
 EQ0819
 EQ0819'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (HWK)
 EQ0819'ALL OF THE MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.
 EQ0819
 EQ0819                          STATION RECOVERY (1969)
 EQ0819
 EQ0819'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LGB)
 EQ0819'THE STATION MARK, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH MARK
 EQ0819'WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.  THE DISTANCE
 EQ0819'AND DIRECTION TO THE REFERENCE MARKS COMPARED FAVORABLY WITH THE
 EQ0819'1946 DATA.  A DIFFERENCE OF 6 SECONDS IN THE DIRECTION TO THE
 EQ0819'AZIMUTH MARK WAS NOTED AND VERIFIED.  A COMPLETE NEW DESCRIPTION
 EQ0819'FOLLOWS.
 EQ0819'
 EQ0819'THE STATION IS LOCATED ABOUT 14 MILES NORTHEAST OF LOS LUNAS,
 EQ0819'14 MILES SOUTHEAST OF ALBUQUERQUE, 10 MILES EAST OF ISLETA PUEBLO
 EQ0819'AND ON PROPERTY OWNED BY THE ISLETA PUEBLO INDIAN RESERVATION.
 EQ0819'
 EQ0819'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 85
 EQ0819'AND STATE HIGHWAY 45, GO NORTHEASTERLY ON U.S. HIGHWAY 85 FOR 1.0
 EQ0819'MILES TO A PAVED SIDE ROAD RIGHT AND SIGN ISLETA.  TURN RIGHT
 EQ0819'AND GO SOUTHEASTERLY ON THE PAVED ROAD FOR 0.9 MILE TO THE
 EQ0819'EAST END OF THE BRIDGE OVER THE RIO GRANDE RIVER.  CONTINUE
 EQ0819'AHEAD EAST ON THE PAVED ROAD FOR 0.2 MILE TO THE JUNCTION OF
 EQ0819'STATE HIGHWAY 47.  CROSS THE HIGHWAY AND CONTINUE AHEAD EAST
 EQ0819'ON THE GRAVELED ROAD, PASSING THROUGH A GROUP OF ADOBE HOUSES
 EQ0819'FOR 0.4 MILE TO A CATTLE GUARD.  CROSS THE CATTLE GUARD AND
 EQ0819'CONTINUE EAST ON THE GRAVELED ROAD FOR 1.7 MILES TO A CATTLE
 EQ0819'GUARD AND METAL GATE.  CROSS THE CATTLE GUARD AND CONTINUE
 EQ0819'EAST ON THE GRAVELED ROAD FOR 4.1 MILES TO A CATTLE GUARD.
 EQ0819'CROSS THE CATTLE GUARD AND CONTINUE EAST ON THE GRAVELED
 EQ0819'ROAD FOR 0.5 MILE TO A FORK.  TAKE THE RIGHT FORK AND
 EQ0819'CONTINUE AHEAD EAST ON THE MAIN TRAVELED ROAD FOR 0.9 MILE TO
 EQ0819'A CATTLE GUARD.  CROSS THE CATTLE GUARD AND CONTINUE EAST ON
 EQ0819'THE GRAVELED ROAD FOR 0.05 MILE TO A FORK.  (TAKE THE RIGHT
 EQ0819'FORK AND GO SOUTHEAST ON THE GRAVELED ROAD FOR 0.4 MILE TO THE
 EQ0819'AZIMUTH MARK ON THE RIGHT.) TAKE THE LEFT FORK AND
 EQ0819'CONTINUE EAST ON THE GRAVELED ROAD FOR 0.7 MILE TO THE CREST
 EQ0819'OF THE HILL AND A DIM TRACK ROAD LEFT.  TURN LEFT AND GO
 EQ0819'NORTHERLY AND WESTERLY ON THE DIM TRACK ROAD FOR 0.15
 EQ0819'MILE TO THE STATION ON THE RIGHT.
 EQ0819'
 EQ0819'THE STATION MARK IS A STANDARD DISK STAMPED BERNAVAL 1946, SET
 EQ0819'IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 EQ0819'2 INCHES ABOVE THE GROUND SURFACE.  IT IS 7 FEET SOUTH OF A 4X4
 EQ0819'INCH WOODEN WITNESS POST WITH SIGN ATTACHED.
 EQ0819'
 EQ0819'REFERENCE MARK 1 IS A STANDARD DISK STAMPED BERNAVAL NO 1 1946,
 EQ0819'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT
 EQ0819'PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS 70 FEET
 EQ0819'SOUTH OF A 4X4 INCH WOODEN WITNESS POST WITH SIGN ATTACHED.
 EQ0819'
 EQ0819'REFERENCE MARK 2 IS A STANDARD DISK STAMPED BERNAVAL NO 2 1946,
 EQ0819'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 EQ0819'6 INCHES ABOVE THE GROUND SURFACE.  IT IS 56 FEET WEST OF A 4X4
 EQ0819'INCH WOODEN WITNESS POST WITH SIGN ATTACHED.
 EQ0819'
 EQ0819'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BERNAVAL 1946, SET
 EQ0819'IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 EQ0819'2 INCHES ABOVE THE GROUND SURFACE.  IT IS 129 FEET NORTH OF A
 EQ0819'FENCE, 32 FEET SOUTH-SOUTHEAST OF A 4 INCH IRON PIPE STAMPED
 EQ0819'V/B AND 26 FEET SOUTH OF THE CENTER OF A GRAVELED ROAD.
 EQ0819'
 EQ0819'THE TRAVERSE DISTANCE ABOVE HAS BEEN REDUCED TO SEA LEVEL.
 EQ0819'
 EQ0819'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--10 MILES
 EQ0819'EAST OF ISLETA PUEBLO
 EQ0819
 EQ0819                          STATION RECOVERY (1969)
 EQ0819
 EQ0819'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 EQ0819'RECOVERED BY USGS IN 1952.
 EQ0819'
 EQ0819'RECOVERED BY NGS IN 1969.  DESCRIPTION AND POSITION LISTED IN NGS
 EQ0819'QUAD 34106-4, STATION 1041.
 EQ0819'
 EQ0819'STATION MARK--A STANDARD DISK STAMPED---BERNAVAL 1946---, SET IN THE
 EQ0819'TOP OF A 12 IN. SQUARE CONCRETE MONUMENT THAT PROJECTS 2 IN. ABOVE
 EQ0819'THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0816 ***********************************************************************
 EQ0816  DESIGNATION -  BERNAVAL AZ MK
 EQ0816  PID         -  EQ0816
 EQ0816  STATE/COUNTY-  NM/VALENCIA
 EQ0816  USGS QUAD   -  HUBBELL SPRING (1996)
 EQ0816
 EQ0816                         *CURRENT SURVEY CONTROL
 EQ0816  ___________________________________________________________________
 EQ0816* NAD 83(1992)-  34 54 16.27366(N)    106 31 40.51907(W)     ADJUSTED  
 EQ0816* NAVD 88     -      1680.4    (meters)    5513.     (feet)  VERTCON   
 EQ0816  ___________________________________________________________________
 EQ0816  LAPLACE CORR-          11.32  (seconds)                    DEFLEC99
 EQ0816  GEOID HEIGHT-         -20.65  (meters)                     GEOID03
 EQ0816
 EQ0816  HORZ ORDER  -  FIRST
 EQ0816
 EQ0816.The horizontal coordinates were established by classical geodetic methods
 EQ0816.and adjusted by the National Geodetic Survey in December 1993..
 EQ0816
 EQ0816.The NAVD 88 height was computed by applying the VERTCON shift value to
 EQ0816.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EQ0816
 EQ0816.The Laplace correction was computed from DEFLEC99 derived deflections.
 EQ0816
 EQ0816.The geoid height was determined by GEOID03.
 EQ0816
 EQ0816;                    North         East     Units Scale Factor Converg.
 EQ0816;SPC NM C     -   433,018.051   474,602.082   MT  0.99990795   -0 09 32.5
 EQ0816;SPC NM C     - 1,420,660.06  1,557,090.33   sFT  0.99990795   -0 09 32.5
 EQ0816;SPC NM W     -   433,767.767   949,300.526   MT  1.00009203   +0 44 49.4
 EQ0816;SPC NM W     - 1,423,119.75  3,114,496.81   sFT  1.00009203   +0 44 49.4
 EQ0816;UTM  13      - 3,863,520.024   360,407.071   MT  0.99984017   -0 52 28.0
 EQ0816
 EQ0816!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EQ0816!SPC NM C     -   0.99973954  x   0.99990795  =   0.99964752
 EQ0816!SPC NM W     -   0.99973954  x   1.00009203  =   0.99983155
 EQ0816!UTM  13      -   0.99973954  x   0.99984017  =   0.99957975
 EQ0816
 EQ0816:                Primary Azimuth Mark                     Grid Az
 EQ0816:SPC NM C     -  BERNAVAL                                 039 37 15.4
 EQ0816:SPC NM W     -  BERNAVAL                                 038 42 53.5
 EQ0816:UTM  13      -  BERNAVAL                                 040 20 10.9
 EQ0816
 EQ0816|---------------------------------------------------------------------|
 EQ0816| PID    Reference Object                     Distance      Geod. Az  |
 EQ0816|                                                           dddmmss.s |
 EQ0816| EQ0819 BERNAVAL                            APPROX. 0.6 KM 0392742.9 |
 EQ0816|---------------------------------------------------------------------|
 EQ0816
 EQ0816                          SUPERSEDED SURVEY CONTROL
 EQ0816
 EQ0816  NAD 83(1986)-  34 54 16.27916(N)    106 31 40.51947(W) AD(       ) 1
 EQ0816  NAD 27      -  34 54 16.08877(N)    106 31 38.44419(W) AD(       ) 1
 EQ0816  NGVD 29 (07/19/86) 1679.6    (m)         5510.     (f) VERT ANG       
 EQ0816
 EQ0816.Superseded values are not recommended for survey control.
 EQ0816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0816.See file dsdata.txt to determine how the superseded data were derived.
 EQ0816
 EQ0816_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU6040763520(NAD 83)
 EQ0816_MARKER: DD = SURVEY DISK
 EQ0816_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EQ0816_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EQ0816_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EQ0816+STABILITY: SURFACE MOTION
 EQ0816
 EQ0816  HISTORY     - Date     Condition        Report By
 EQ0816  HISTORY     - 1946     MONUMENTED       CGS
 EQ0816
 EQ0816                          STATION DESCRIPTION
 EQ0816
 EQ0816'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 EQ0816'THE STATION IS A BRONZE
 EQ0816'AZIMUTH DISK STAMPED BERNAVAL 1946.  IT IS SET IN A SQUARE
 EQ0816'CONCRETE POST FLUSH, 9-1/2 FEET S OF THE WITNESS POST, 32 FEET
 EQ0816'SE OF A 3-INCH IRON POST STAMPED B/V WHICH MARKS THE COUNTY
 EQ0816'LINE BETWEEN BERNALILLO AND VALENCIA COUNTIES, 25 FEET SSW OF
 EQ0816'THE CENTER OF THE BLADED ROAD TO THE STATION, AND 130 FEET NE
 EQ0816'OF A FENCE LINE.
 EQ0816'TO REACH THE STATION FROM THE STEEL BRIDGE ACROSS THE RIO
 EQ0816'GRANDE AT ISLETA, WHICH IS THE ONLY BRIDGE IN THAT VICINITY, GO
 EQ0816'E ON THE PAVED ROAD FOR 0.15 MILE TO A BLADED DIRT ROAD TURNING
 EQ0816'OFF AT A SLIGHT ANGLE TO THE LEFT.  TURN OFF THE PAVEMENT HERE
 EQ0816'AND FOLLOW THIS DIRT ROAD FOR 0.1 MILE TO A CROSSROAD.  KEEP
 EQ0816'STRAIGHT AHEAD HERE AND, KEEPING ON THE MAIN ROAD WHICH CLIMBS
 EQ0816'UP ONTO THE MESA, GO FOR 1.85 MILES TO A CATTLE GUARD.  CROSS
 EQ0816'THIS CATTLE GUARD AND GO FOR 2.2 MILES TO A FORK.  TAKE THE
 EQ0816'RIGHT FORK, OR THE ROAD STRAIGHT AHEAD, AND GO 2.1 MILES TO
 EQ0816'ANOTHER CATTLE GUARD.  CROSS THIS CATTLE GUARD AND GO 0.45
 EQ0816'MILE TO ANOTHER FORK.  TAKE THE RIGHT FORK HERE AND GO 1.7
 EQ0816'MILES TO A GATE.  PASS THROUGH THIS GATE AND GO 0.05 MILE TO A
 EQ0816'FORK.  THE RIGHT FORK HERE GOES TO BERNAVAL AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0818 ***********************************************************************
 EQ0818  DESIGNATION -  BERNAVAL RM A
 EQ0818  PID         -  EQ0818
 EQ0818  STATE/COUNTY-  NM/BERNALILLO
 EQ0818  USGS QUAD   -  HUBBELL SPRING (1996)
 EQ0818
 EQ0818                         *CURRENT SURVEY CONTROL
 EQ0818  ___________________________________________________________________
 EQ0818* NAD 83(1992)-  34 54 32.44932(N)    106 31 25.70095(W)     ADJUSTED  
 EQ0818* NAVD 88     -      1714.6    (meters)    5625.     (feet)  VERTCON   
 EQ0818  ___________________________________________________________________
 EQ0818  LAPLACE CORR-          11.44  (seconds)                    DEFLEC99
 EQ0818  GEOID HEIGHT-         -20.61  (meters)                     GEOID03
 EQ0818
 EQ0818  HORZ ORDER  -  FIRST
 EQ0818
 EQ0818.The horizontal coordinates were established by classical geodetic methods
 EQ0818.and adjusted by the National Geodetic Survey in December 1993..
 EQ0818
 EQ0818.The NAVD 88 height was computed by applying the VERTCON shift value to
 EQ0818.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EQ0818
 EQ0818.The Laplace correction was computed from DEFLEC99 derived deflections.
 EQ0818
 EQ0818.The geoid height was determined by GEOID03.
 EQ0818
 EQ0818;                    North         East     Units Scale Factor Converg.
 EQ0818;SPC NM C     -   433,515.442   474,979.601   MT  0.99990771   -0 09 24.1
 EQ0818;SPC NM C     - 1,422,291.91  1,558,328.91   sFT  0.99990771   -0 09 24.1
 EQ0818;SPC NM W     -   434,271.158   949,670.199   MT  1.00009311   +0 44 58.2
 EQ0818;SPC NM W     - 1,424,771.29  3,115,709.64   sFT  1.00009311   +0 44 58.2
 EQ0818;UTM  13      - 3,864,012.628   360,790.745   MT  0.99983885   -0 52 19.8
 EQ0818
 EQ0818!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EQ0818!SPC NM C     -   0.99973417  x   0.99990771  =   0.99964191
 EQ0818!SPC NM W     -   0.99973417  x   1.00009311  =   0.99982726
 EQ0818!UTM  13      -   0.99973417  x   0.99983885  =   0.99957306
 EQ0818
 EQ0818|---------------------------------------------------------------------|
 EQ0818| PID    Reference Object                     Distance      Geod. Az  |
 EQ0818|                                                           dddmmss.s |
 EQ0818| EQ0819 BERNAVAL                             27.108 METERS 11619     |
 EQ0818| EQ0856 TOME                                APPROX.23.7 KM 2241425.4 |
 EQ0818|---------------------------------------------------------------------|
 EQ0818
 EQ0818                          SUPERSEDED SURVEY CONTROL
 EQ0818
 EQ0818  NAD 83(1986)-  34 54 32.45502(N)    106 31 25.70152(W) AD(       ) 1
 EQ0818  NAD 27      -  34 54 32.26659(N)    106 31 23.62441(W) AD(       ) 1
 EQ0818  NGVD 29 (07/19/86) 1713.8    (m)         5623.     (f) VERT ANG       
 EQ0818
 EQ0818.Superseded values are not recommended for survey control.
 EQ0818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0818.See file dsdata.txt to determine how the superseded data were derived.
 EQ0818
 EQ0818_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU6079164013(NAD 83)
 EQ0818_MARKER: DS = TRIANGULATION STATION DISK
 EQ0818_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EQ0818_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EQ0818_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EQ0818+STABILITY: SURFACE MOTION
 EQ0818
 EQ0818  HISTORY     - Date     Condition        Report By
 EQ0818  HISTORY     - 1969     MONUMENTED       CGS
 EQ0818
 EQ0818                          STATION DESCRIPTION
 EQ0818
 EQ0818'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LGB)
 EQ0818'THE STATION IS LOCATED ABOUT 14 MILES NORTHEAST OF LOS LUNAS,
 EQ0818'14 MILES SOUTHEAST OF ALBUQUERQUE, 10 MILES EAST OF ISLETA
 EQ0818'PUEBLO AND ON PROPERTY OWNED BY THE ISLETA PUEBLO INDIAN
 EQ0818'RESERVATION.
 EQ0818'
 EQ0818'THE STATION MARK IS A STANDARD TRIANGULATION STATION DISK
 EQ0818'STAMPED BERNAVAL RMA 1969, SET IN THE TOP OF A ROUND CONCRETE
 EQ0818'MONUMENT THAT IS 12 INCHES IN DIAMETER AND PROJECTS 2 INCHES
 EQ0818'ABOVE THE GROUND SURFACE.  IT IS 86 FEET WEST OF A 4X4 INCH
 EQ0818'WOODEN WITNESS POST WITH SIGN ATTACHED.
 EQ0818'
 EQ0818'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION BERNAVAL
 EQ0818'1946, THE DISTANCE, REDUCED TO SEA LEVEL, AND THE DIRECTION
 EQ0818'ARE NOTED BELOW.
 EQ0818'
 EQ0818'FOR A ROUTE TO REACH THE STATION SEE THE DESCRIPTION FOR
 EQ0818'TRIANGULATION STATION BERNAVAL 1946.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0712 ***********************************************************************
 CV0712  DESIGNATION -  BERRY
 CV0712  PID         -  CV0712
 CV0712  STATE/COUNTY-  NM/LEA
 CV0712  USGS QUAD   -  GRAMA RIDGE (1984)
 CV0712
 CV0712                         *CURRENT SURVEY CONTROL
 CV0712  ___________________________________________________________________
 CV0712* NAD 83(1992)-  32 29 41.39652(N)    103 31 51.33087(W)     ADJUSTED  
 CV0712* NAVD 88     -      1162.861  (meters)    3815.15   (feet)  ADJUSTED  
 CV0712  ___________________________________________________________________
 CV0712  LAPLACE CORR-           3.72  (seconds)                    DEFLEC99
 CV0712  GEOID HEIGHT-         -23.12  (meters)                     GEOID03
 CV0712  DYNAMIC HT  -        1161.204 (meters)    3809.72  (feet)  COMP
 CV0712  MODELED GRAV-     979,173.3   (mgal)                       NAVD 88
 CV0712
 CV0712  HORZ ORDER  -  SECOND
 CV0712  VERT ORDER  -  FIRST     CLASS I
 CV0712
 CV0712.The horizontal coordinates were established by classical geodetic methods
 CV0712.and adjusted by the National Geodetic Survey in December 1993..
 CV0712
 CV0712.The orthometric height was determined by differential leveling
 CV0712.and adjusted by the National Geodetic Survey in June 1991..
 CV0712
 CV0712.The Laplace correction was computed from DEFLEC99 derived deflections.
 CV0712
 CV0712.The geoid height was determined by GEOID03.
 CV0712
 CV0712.The dynamic height is computed by dividing the NAVD 88
 CV0712.geopotential number by the normal gravity value computed on the
 CV0712.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0712.degrees latitude (g = 980.6199 gals.).
 CV0712
 CV0712.The modeled gravity was interpolated from observed gravity values.
 CV0712
 CV0712;                    North         East     Units Scale Factor Converg.
 CV0712;SPC NM E     -   166,019.249   240,406.220   MT  0.99997918   +0 25 51.9
 CV0712;SPC NM E     -   544,681.49    788,732.74   sFT  0.99997918   +0 25 51.9
 CV0712;UTM  13      - 3,596,236.968   638,017.998   MT  0.99983490   +0 47 21.6
 CV0712
 CV0712!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CV0712!SPC NM E     -   0.99982108  x   0.99997918  =   0.99980027
 CV0712!UTM  13      -   0.99982108  x   0.99983490  =   0.99965601
 CV0712
 CV0712:                Primary Azimuth Mark                     Grid Az
 CV0712:SPC NM E     -  BERRY AZ MK                              112 22 31.9
 CV0712:UTM  13      -  BERRY AZ MK                              112 01 02.2
 CV0712
 CV0712|---------------------------------------------------------------------|
 CV0712| PID    Reference Object                     Distance      Geod. Az  |
 CV0712|                                                           dddmmss.s |
 CV0712| CH8391 BERRY AZ MK                                        1124823.8 |
 CV0712| CV0711 BERRY RM 1                           33.638 METERS 13245     |
 CV0712| CV0710 BERRY RM 2                           48.622 METERS 24813     |
 CV0712|---------------------------------------------------------------------|
 CV0712
 CV0712                          SUPERSEDED SURVEY CONTROL
 CV0712
 CV0712  NAD 83(1986)-  32 29 41.40807(N)    103 31 51.33282(W) AD(       ) 2
 CV0712  NAD 27      -  32 29 40.96500(N)    103 31 49.58100(W) AD(       ) 2
 CV0712  NGVD 29 (??/??/92) 1162.373  (m)         3813.55   (f) ADJ UNCH    1 1
 CV0712
 CV0712.Superseded values are not recommended for survey control.
 CV0712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0712.See file dsdata.txt to determine how the superseded data were derived.
 CV0712
 CV0712_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFR3801896237(NAD 83)
 CV0712_MARKER: DS = TRIANGULATION STATION DISK
 CV0712_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0712_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CV0712_STAMPING: BERRY 1935
 CV0712_MARK LOGO: CGS   
 CV0712_MAGNETIC: N = NO MAGNETIC MATERIAL
 CV0712_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CV0712+STABILITY: SURFACE MOTION
 CV0712
 CV0712  HISTORY     - Date     Condition        Report By
 CV0712  HISTORY     - 1935     MONUMENTED       CGS
 CV0712  HISTORY     - 1956     GOOD             USGS
 CV0712  HISTORY     - 1977     GOOD             NGS
 CV0712  HISTORY     - 1982     GOOD             NGS
 CV0712  HISTORY     - 1982     GOOD             NGS
 CV0712
 CV0712                          STATION DESCRIPTION
 CV0712
 CV0712'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 CV0712'ABOUT 22 MILES WEST OF EUNICE.  1 MILE SOUTH OF THE BERRY RANCH
 CV0712'HOUSE, ON THE EASTERN END OF A HILLTOP, ABOUT 0.3 MILE WEST OF
 CV0712'A FENCE CORNER AND A TRAIL AND 1.0 MILE NORTH OF A FENCE.  TO
 CV0712'REACH FROM THE HEADQUARTERS OF THE MERCHANT CATTLE CO., WHICH
 CV0712'IS ABOUT 30 MILES NORTHWEST OF JAL, GO NORTH ON GRADED ROAD 0.2
 CV0712'MILE, TAKE THE NORTH ONE OF TWO LEFT FORKS AND GO NORTHWEST
 CV0712'2.9 MILES, PASS NORTH OF TWO WINDMILLS AND CONTINUE ON THE
 CV0712'TRAIL 0.5 MILE.  TAKE THE RIGHT FORK AND GO 0.2 MILE, TAKE THE
 CV0712'RIGHT FORK UPHILL AND GO 0.6 MILE, TAKE MAIN RIGHT FORK AND
 CV0712'GO NORTHWEST 2.7 MILES TO CROSSROADS, TURN RIGHT
 CV0712'(NORTH) AND GO 1.0 MILE, TAKE LEFT FORK AND GO WEST 0.2
 CV0712'MILE TO A FENCE CORNER.  GO WEST ALONG THE SOUTH SIDE
 CV0712'OF THE FENCE 0.3 MILE, PASS THROUGH FENCE AND GO NORTH 0.15
 CV0712'MILE TO THE STATION.  THE SURFACE, UNDERGROUND, REFERENCE
 CV0712'AND AZIMUTH MARKS ARE STANDARD DISKS SET IN CONCRETE.
 CV0712'REFERENCE MARK NO. 1 IS 110.36
 CV0712'FEET FROM STATION S 47 DEG 15 MIN E, AND NO. 2 IS
 CV0712'159.52 FEET FROM STATION S 68 DEG 13 MIN W.  THE
 CV0712'AZIMUTH MARK IS ABOUT 100 YARDS WEST OF A FENCE CORNER, 1
 CV0712'FOOT NORTH OF A FENCE, AND APPROXIMATELY 0.3 MILE FROM STATION
 CV0712'S 67 DEG 11 MIN E.
 CV0712
 CV0712                          STATION RECOVERY (1956)
 CV0712
 CV0712'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 CV0712'STATION HAS BEEN DISTRUBED AND LEANS ABOUT 0.3 FEET TO THE NW.
 CV0712'
 CV0712'REFERENCE MARK 1 IS 110.66 FEET SE OF STATION.  REFERENCE MARK
 CV0712'2 IS 159.37 FEET SW FROM STATION.  AZIMUTH MARK IS ABOUT 0.3
 CV0712'MILE E FROM STATION AND IS 165 FEET W OF A T FENCE N.
 CV0712'
 CV0712'THE STATION IS LOCATED ABOUT 22 MILES W OF UNICE, NEW MEXICO
 CV0712'ABOUT 2 MILES S OF THE ABANDONED TOWNSITE OF LEA.  1.35 MILES
 CV0712'S ALONG TRACK ROAD FROM BERRY RANCHHOUSE.  NEAR E END AND ON
 CV0712'SUMMIT OF RIDGE.  561 FEET N AND 250 FEET W FROM CENTER OF
 CV0712'TRACK ROAD AT WIRE GATE IN E-W FENCE.  118 FEET W FROM CENTER
 CV0712'OF N-S TRACK ROAD.  IN CONCRETE POST.  STANDARD TABLET STAMPED
 CV0712'BERRY 1935.
 CV0712'
 CV0712'TO REACH FROM ABANDONED TOWNSITE OF LEA, GO S 1.15 MILES
 CV0712'TO BERRY RANCH CORRALS.  THENCE E AND S 1.15 MILES AND STATION
 CV0712'SITE ON RIGHT (W).
 CV0712
 CV0712                          STATION RECOVERY (1977)
 CV0712
 CV0712'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CV0712'37.5 MI SW FROM HOBBS.
 CV0712'28.1 MILES SOUTHWEST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE JUNCTION
 CV0712'OF TURNER STREET, THENCE 7.05 MILES SOUTH ALONG A DIRT ROAD, THENCE
 CV0712'0.15 MILE EAST ALONG STATE HIGHWAY 176, THENCE 0.9 MILE SOUTH ALONG
 CV0712'A DIRT ROAD, THENCE 1.3 MILES SOUTH ALONG A DIRT TRACK ROAD, 0.1 MILE
 CV0712'NORTH OF AN EAST-WEST FENCE LINE AND A GATE ACROSS THE ROAD, AT THE
 CV0712'SUMMIT AND NEAR THE EAST END OF A RIDGE, 114.5 FT. WEST OF THE CENTER
 CV0712'LINE OF THE ROAD, 110.66 FT. NORTHWEST OF REFERENCE MARK BERRY RM 1,
 CV0712'159.37 FT. EAST-NORTHEAST OF REFERENCE MARK BERRY RM 2, THE CONCRETE
 CV0712'POST LEANS SLIGHTLY TO THE NORTHWEST.
 CV0712
 CV0712                          STATION RECOVERY (1982)
 CV0712
 CV0712'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (RHK)
 CV0712'THE STATION AND REFERENCE MARKS NO 1 AND NO 2 WERE RECOVERED AS
 CV0712'DESCRIBED.
 CV0712'
 CV0712'NOTE---THE AZIMUTH MARK WAS NOT SEARCHED FOR AT THIS TIME.
 CV0712
 CV0712                          STATION RECOVERY (1982)
 CV0712
 CV0712'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CV0712'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0458 ***********************************************************************
 GN0458  DESIGNATION -  BERRY
 GN0458  PID         -  GN0458
 GN0458  STATE/COUNTY-  NM/RIO ARRIBA
 GN0458  USGS QUAD   -  CANJILON (1995)
 GN0458
 GN0458                         *CURRENT SURVEY CONTROL
 GN0458  ___________________________________________________________________
 GN0458* NAD 83(1992)-  36 27 11.96952(N)    106 28 36.86872(W)     ADJUSTED  
 GN0458* NAVD 88     -      2291.95   (+/-2cm)    7519.5    (feet)  VERTCON   
 GN0458  ___________________________________________________________________
 GN0458  LAPLACE CORR-           5.29  (seconds)                    DEFLEC99
 GN0458  GEOID HEIGHT-         -18.19  (meters)                     GEOID03
 GN0458
 GN0458  HORZ ORDER  -  THIRD
 GN0458  VERT ORDER  -  THIRD ? (See Below)
 GN0458
 GN0458.The horizontal coordinates were established by classical geodetic methods
 GN0458.and adjusted by the National Geodetic Survey in December 1993..
 GN0458
 GN0458.The NAVD 88 height was computed by applying the VERTCON shift value to
 GN0458.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GN0458.The vertical order pertains to the NGVD 29 superseded value.
 GN0458
 GN0458.The Laplace correction was computed from DEFLEC99 derived deflections.
 GN0458
 GN0458.The geoid height was determined by GEOID03.
 GN0458
 GN0458;                    North         East     Units Scale Factor Converg.
 GN0458;SPC NM C     -   604,834.172   479,660.889   MT  0.99990510   -0 08 05.4
 GN0458;SPC NM C     - 1,984,360.11  1,573,687.43   sFT  0.99990510   -0 08 05.4
 GN0458;UTM  13      - 4,035,244.357   367,651.429   MT  0.99981581   -0 52 39.6
 GN0458
 GN0458!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GN0458!SPC NM C     -   0.99964328  x   0.99990510  =   0.99954841
 GN0458!UTM  13      -   0.99964328  x   0.99981581  =   0.99945915
 GN0458
 GN0458:                Primary Azimuth Mark                     Grid Az
 GN0458:SPC NM C     -  BERRY AZ MK                              171 09 11.1
 GN0458:UTM  13      -  BERRY AZ MK                              171 53 45.3
 GN0458
 GN0458|---------------------------------------------------------------------|
 GN0458| PID    Reference Object                     Distance      Geod. Az  |
 GN0458|                                                           dddmmss.s |
 GN0458| CD4025 BERRY AZ MK                                        1710105.7 |
 GN0458| GN0459 HIGHWAY 84 R/W 37                     5.019 METERS 20204     |
 GN0458| CD4026 BERRY RM 1                           16.128 METERS 35422     |
 GN0458|---------------------------------------------------------------------|
 GN0458
 GN0458                          SUPERSEDED SURVEY CONTROL
 GN0458
 GN0458  NAD 83(1986)-  36 27 11.97216(N)    106 28 36.87511(W) AD(       ) 3
 GN0458  NAD 27      -  36 27 11.91260(N)    106 28 34.75350(W) AD(       ) 3
 GN0458  NGVD 29 (07/19/86) 2290.70   (m)         7515.4    (f) LEVELING    3  
 GN0458
 GN0458.Superseded values are not recommended for survey control.
 GN0458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0458.See file dsdata.txt to determine how the superseded data were derived.
 GN0458
 GN0458_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCA6765135244(NAD 83)
 GN0458_MARKER: DS = TRIANGULATION STATION DISK
 GN0458_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GN0458
 GN0458  HISTORY     - Date     Condition        Report By
 GN0458  HISTORY     - 1961     MONUMENTED       CGS
 GN0458
 GN0458                          STATION DESCRIPTION
 GN0458
 GN0458'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 GN0458'THE STATION IS APPROXIMATELY 3 MILES SOUTHWEST OF CANJILON,
 GN0458'ON THE WEST SIDE AND ABOUT 10 FEET ABOVE U.S. HIGHWAY 84, ON
 GN0458'HIGHWAY RIGHT-OF-WAY.
 GN0458'
 GN0458'TO REACH THE STATION FROM THE POST OFFICE IN CEBOLLA, GO SOUTH
 GN0458'ON U.S. HIGHWAY 84 FOR 2.7 MILES TO THE JUNCTION OF STATE
 GN0458'HIGHWAY 110 AND SIGN CANJILON 3.  CONTINUE SOUTH ON HIGHWAY
 GN0458'84 FOR 3.1 MILES TO A 16-INCH PINE TREE WITH A TRIANGULAR BLAZE
 GN0458'AND THE STATION ON THE RIGHT.
 GN0458'
 GN0458'STATION MARKS ARE STANDARD DISKS STAMPED BERRY 1961.  THE
 GN0458'SURFACE DISK IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS
 GN0458'3 INCHES.  IT IS 60 FEET WEST OF THE CENTER LINE OF HIGHWAY
 GN0458'84, 25 FEET SOUTHWEST OF THE PINE TREE WITH A TRIANGULAR BLAZE
 GN0458'AND 5.5 FEET EAST OF A METAL WITNESS POST WHICH IS SET IN THE
 GN0458'RIGHT-OF-WAY FENCE.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR
 GN0458'MASS OF CONCRETE 35 INCHES BELOW THE SURFACE OF THE GROUND.
 GN0458'
 GN0458'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED BERRY NO 1 1961,
 GN0458'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.
 GN0458'IT IS 65 FEET WEST OF THE CENTER LINE OF HIGHWAY 84, 51 FEET
 GN0458'NORTHWEST OF THE TREE WITH A TRIANGULAR BLAZE, 26 FEET SOUTHWEST
 GN0458'OF A CONCRETE RIGHT-OF-WAY MARKER AND 6 INCHES EAST OF THE
 GN0458'RIGHT-OF-WAY FENCE.
 GN0458'
 GN0458'R/W 37 IS A U.S. BUREAU OF PUBLIC ROADS RIGHT-OF-WAY DISK
 GN0458'STAMPED R/W 37, BRAZED TO THE TOP OF A 2-INCH IRON PIPE WHICH
 GN0458'PROJECTS 6 INCHES.  IT IS 67 FEET WEST OF THE CENTER LINE OF
 GN0458'HIGHWAY 84 AND 38.5 FEET SOUTHWEST OF THE TREE WITH A TRIANGULAR
 GN0458'BLAZE.
 GN0458'
 GN0458'AZIMUTH MARK IS A STANDARD DISK STAMPED BERRY 1961, SET IN A
 GN0458'SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS 66 FEET
 GN0458'WEST OF THE CENTER LINE OF HIGHWAY 84, 2 FEET EAST OF A
 GN0458'RIGHT-OF-WAY FENCE AND 1.9 FEET NORTH OF A METAL WITNESS POST.
 GN0458'
 GN0458'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON U.S.
 GN0458'HIGHWAY 84 FOR 0.6 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 GN0458'
 GN0458'NOTE--REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0711 ***********************************************************************
 CV0711  DESIGNATION -  BERRY RM 1
 CV0711  PID         -  CV0711
 CV0711  STATE/COUNTY-  NM/LEA
 CV0711  USGS QUAD   -  GRAMA RIDGE (1984)
 CV0711
 CV0711                         *CURRENT SURVEY CONTROL
 CV0711  ___________________________________________________________________
 CV0711* NAD 83(1986)-  32 29 42.     (N)    103 31 50.     (W)     SCALED    
 CV0711* NAVD 88     -      1162.147  (meters)    3812.81   (feet)  ADJUSTED  
 CV0711  ___________________________________________________________________
 CV0711  GEOID HEIGHT-         -23.12  (meters)                     GEOID03
 CV0711  DYNAMIC HT  -        1160.491 (meters)    3807.38  (feet)  COMP
 CV0711  MODELED GRAV-     979,173.5   (mgal)                       NAVD 88
 CV0711
 CV0711  VERT ORDER  -  FIRST     CLASS I
 CV0711
 CV0711.The horizontal coordinates were scaled from a topographic map and have
 CV0711.an estimated accuracy of +/- 6 seconds.
 CV0711
 CV0711.The orthometric height was determined by differential leveling
 CV0711.and adjusted by the National Geodetic Survey in June 1991..
 CV0711
 CV0711.The geoid height was determined by GEOID03.
 CV0711
 CV0711.The dynamic height is computed by dividing the NAVD 88
 CV0711.geopotential number by the normal gravity value computed on the
 CV0711.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0711.degrees latitude (g = 980.6199 gals.).
 CV0711
 CV0711.The modeled gravity was interpolated from observed gravity values.
 CV0711
 CV0711;                    North         East    Units  Estimated Accuracy
 CV0711;SPC NM E     -   166,040.      240,440.      MT  (+/- 180 meters Scaled)
 CV0711
 CV0711                          SUPERSEDED SURVEY CONTROL
 CV0711
 CV0711  NGVD 29 (??/??/92) 1161.659  (m)         3811.21   (f) ADJ UNCH    1 1
 CV0711
 CV0711.Superseded values are not recommended for survey control.
 CV0711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0711.See file dsdata.txt to determine how the superseded data were derived.
 CV0711
 CV0711_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFR380962(NAD 83)
 CV0711_MARKER: DR = REFERENCE MARK DISK
 CV0711_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0711_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CV0711_STAMPING: BERRY NO 1 1935
 CV0711_MARK LOGO: CGS   
 CV0711_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CV0711+STABILITY: SURFACE MOTION
 CV0711
 CV0711  HISTORY     - Date     Condition        Report By
 CV0711  HISTORY     - 1935     MONUMENTED       CGS
 CV0711  HISTORY     - 1977     GOOD             NGS
 CV0711  HISTORY     - 1982     GOOD             NGS
 CV0711
 CV0711                          STATION DESCRIPTION
 CV0711
 CV0711'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CV0711'37.5 MI SW FROM HOBBS.
 CV0711'28.1 MILES SOUTHWEST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE JUNCTION
 CV0711'OF TURNER STREET, THENCE 7.05 MILES SOUTH ALONG A DIRT ROAD, THENCE
 CV0711'0.15 MILE EAST ALONG STATE HIGHWAY 176, THENCE 0.9 MILE SOUTH ALONG
 CV0711'A DIRT ROAD, THENCE 1.3 MILEES SOUTH ALONG A DIRT TRACK ROAD, 0.1 MILE
 CV0711'NORTH OF AN EAST-WEST FENCE LINE AND A GATE ACROSS THE ROAD, AT THE
 CV0711'SUMMIT AND NEAR THE EAST END OF A RIDGE, 60 FT. WEST OF THE CENTER
 CV0711'LINE OF THE ROAD, 110.66 FT. SOUTHEAST OF TRIANGULATION STATION
 CV0711'BERRY.
 CV0711
 CV0711                          STATION RECOVERY (1982)
 CV0711
 CV0711'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CV0711'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0710 ***********************************************************************
 CV0710  DESIGNATION -  BERRY RM 2
 CV0710  PID         -  CV0710
 CV0710  STATE/COUNTY-  NM/LEA
 CV0710  USGS QUAD   -  GRAMA RIDGE (1984)
 CV0710
 CV0710                         *CURRENT SURVEY CONTROL
 CV0710  ___________________________________________________________________
 CV0710* NAD 83(1986)-  32 29 42.     (N)    103 31 50.     (W)     SCALED    
 CV0710* NAVD 88     -      1162.166  (meters)    3812.87   (feet)  ADJUSTED  
 CV0710  ___________________________________________________________________
 CV0710  GEOID HEIGHT-         -23.12  (meters)                     GEOID03
 CV0710  DYNAMIC HT  -        1160.511 (meters)    3807.44  (feet)  COMP
 CV0710  MODELED GRAV-     979,173.5   (mgal)                       NAVD 88
 CV0710
 CV0710  VERT ORDER  -  FIRST     CLASS I
 CV0710
 CV0710.The horizontal coordinates were scaled from a topographic map and have
 CV0710.an estimated accuracy of +/- 6 seconds.
 CV0710
 CV0710.The orthometric height was determined by differential leveling
 CV0710.and adjusted by the National Geodetic Survey in June 1991..
 CV0710
 CV0710.The geoid height was determined by GEOID03.
 CV0710
 CV0710.The dynamic height is computed by dividing the NAVD 88
 CV0710.geopotential number by the normal gravity value computed on the
 CV0710.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0710.degrees latitude (g = 980.6199 gals.).
 CV0710
 CV0710.The modeled gravity was interpolated from observed gravity values.
 CV0710
 CV0710;                    North         East    Units  Estimated Accuracy
 CV0710;SPC NM E     -   166,040.      240,440.      MT  (+/- 180 meters Scaled)
 CV0710
 CV0710                          SUPERSEDED SURVEY CONTROL
 CV0710
 CV0710  NGVD 29 (??/??/92) 1161.679  (m)         3811.28   (f) ADJ UNCH    1 1
 CV0710
 CV0710.Superseded values are not recommended for survey control.
 CV0710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0710.See file dsdata.txt to determine how the superseded data were derived.
 CV0710
 CV0710_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFR380962(NAD 83)
 CV0710_MARKER: DR = REFERENCE MARK DISK
 CV0710_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0710_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CV0710_STAMPING: BERRY NO 2 1935
 CV0710_MARK LOGO: CGS   
 CV0710_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CV0710+STABILITY: SURFACE MOTION
 CV0710
 CV0710  HISTORY     - Date     Condition        Report By
 CV0710  HISTORY     - 1935     MONUMENTED       CGS
 CV0710  HISTORY     - 1977     GOOD             NGS
 CV0710  HISTORY     - 1982     GOOD             NGS
 CV0710
 CV0710                          STATION DESCRIPTION
 CV0710
 CV0710'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CV0710'37.5 MI SW FROM HOBBS.
 CV0710'28.1 MILES SOUTHWEST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE JUNCTION
 CV0710'OF TURNER STREET, THENCE 7.05 MILES SOUTH ALONG A DIRT ROAD, THENCE
 CV0710'0.15 MILE EAST ALONG STATE HIGHWAY 176, THENCE 0.9 MILE SOUTH ALONG
 CV0710'A DIRT ROAD, THENCE 1.3 MILES SOUTH ALONG A DIRT TRACK ROAD, 0.1 MILE
 CV0710'NORTH OF AN EAST-WEST FENCE LINE AND A GATE ACROSS THE ROAD, AT THE
 CV0710'SUMMIT AND NEAR THE EAST END OF A RIDGE, 264 FT. WEST OF THE CENTER
 CV0710'LINE OF THE ROAD, 159.37 FT. WEST-SOUTHWEST OF TRIANGULATION STATION
 CV0710'BERRY.
 CV0710
 CV0710                          STATION RECOVERY (1982)
 CV0710
 CV0710'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CV0710'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1482 ***********************************************************************
 GL1482  DESIGNATION -  BETITOS
 GL1482  PID         -  GL1482
 GL1482  STATE/COUNTY-  NM/UNION
 GL1482  USGS QUAD   -  TATE SCHOOL (1966)
 GL1482
 GL1482                         *CURRENT SURVEY CONTROL
 GL1482  ___________________________________________________________________
 GL1482* NAD 83(1992)-  36 15 46.03697(N)    103 29 44.42706(W)     ADJUSTED  
 GL1482* NAVD 88     -      1636.4    (meters)    5369.     (feet)  VERTCON   
 GL1482  ___________________________________________________________________
 GL1482  LAPLACE CORR-          -7.90  (seconds)                    DEFLEC99
 GL1482  GEOID HEIGHT-         -20.99  (meters)                     GEOID03
 GL1482
 GL1482  HORZ ORDER  -  THIRD
 GL1482
 GL1482.The horizontal coordinates were established by classical geodetic methods
 GL1482.and adjusted by the National Geodetic Survey in December 1993..
 GL1482
 GL1482.The NAVD 88 height was computed by applying the VERTCON shift value to
 GL1482.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GL1482
 GL1482.The Laplace correction was computed from DEFLEC99 derived deflections.
 GL1482
 GL1482.The geoid height was determined by GEOID03.
 GL1482
 GL1482;                    North         East     Units Scale Factor Converg.
 GL1482;SPC NM E     -   584,000.079   240,269.041   MT  0.99997887   +0 29 43.8
 GL1482;SPC NM E     - 1,916,006.93    788,282.68   sFT  0.99997887   +0 29 43.8
 GL1482;UTM  13      - 4,014,145.579   635,134.773   MT  0.99982500   +0 53 23.7
 GL1482
 GL1482!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GL1482!SPC NM E     -   0.99974654  x   0.99997887  =   0.99972541
 GL1482!UTM  13      -   0.99974654  x   0.99982500  =   0.99957158
 GL1482
 GL1482|---------------------------------------------------------------------|
 GL1482| PID    Reference Object                     Distance      Geod. Az  |
 GL1482|                                                           dddmmss.s |
 GL1482| CM8423 BETITOS RM 1                         13.518 METERS 06028     |
 GL1482| CM8422 BETITOS AZ MK                                      0805427.3 |
 GL1482| CM8424 BETITOS RM 2                         11.668 METERS 30802     |
 GL1482|---------------------------------------------------------------------|
 GL1482
 GL1482                          SUPERSEDED SURVEY CONTROL
 GL1482
 GL1482  NAD 83(1986)-  36 15 46.04607(N)    103 29 44.42387(W) AD(       ) 3
 GL1482  NAD 27      -  36 15 45.93310(N)    103 29 42.59930(W) AD(       ) 3
 GL1482  NGVD 29 (07/19/86) 1635.6    (m)         5366.     (f) VERT ANG       
 GL1482
 GL1482.Superseded values are not recommended for survey control.
 GL1482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1482.See file dsdata.txt to determine how the superseded data were derived.
 GL1482
 GL1482_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA3513514146(NAD 83)
 GL1482_MARKER: DS = TRIANGULATION STATION DISK
 GL1482_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL1482
 GL1482  HISTORY     - Date     Condition        Report By
 GL1482  HISTORY     - 1960     MONUMENTED       CGS
 GL1482
 GL1482                          STATION DESCRIPTION
 GL1482
 GL1482'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (HWK)
 GL1482'THE STATION IS APPROXIMATELY 21.5 MILES SOUTHWEST OF CLAYTON,
 GL1482'9.5 MILES NORTHWEST OF THE VILLAGE OF CLAPHAM, 5.5 MILES SOUTH OF
 GL1482'U.S. HIGHWAY 56, IN SECTION 35, T 24 N, R 32 E, ON PROPERTY OWNED
 GL1482'BY MRS. JESSE DAVES.
 GL1482'
 GL1482'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 56 AND
 GL1482'STATE HIGHWAY 120 APPROXIMATELY 19.0 MILES SOUTH OF GRENVILLE, GO
 GL1482'EAST ON HIGHWAY 56 FOR 8.5 MILES TO A SIDE ROAD ON THE RIGHT AND
 GL1482'A CATTLE GUARD.  TURN RIGHT, SOUTH, AND GO 0.7 MILE TO AN OLD
 GL1482'ROAD BED GOING EAST AND WEST.  CONTINUE SOUTH ON THE DIRT ROAD
 GL1482'FOR 5.5 MILES TO A T-INTERSECTION.  TURN LEFT, EAST, FOR 0.5
 GL1482'MILE TO A WINDMILL ON THE RIGHT.  CONTINUE EAST FOR 0.1 MILE TO
 GL1482'THE STATION ON THE LEFT.  CONTINUE EAST ON THE DIRT ROAD FOR
 GL1482'0.3 MILE TO A POWERLINE GUY WIRE CROSSING THE ROAD AND THE
 GL1482'AZIMUTH MARK 300 FEET NORTH OF THE CENTER OF THE ROAD.
 GL1482'
 GL1482'STATIONS MARKS ARE STANDARD DISKS STAMPED BETITOS 1960.  THE
 GL1482'SURFACE DISK IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4
 GL1482'INCHES.  IT IS 215 FEET WEST OF A POWER POLE, 64 FEET NORTH OF
 GL1482'THE CENTER OF THE DIRT ROAD, AND 5 FEET EAST OF A METAL WITNESS
 GL1482'POST.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF
 GL1482'CONCRETE 30 INCHES BELOW THE SURFACE OF THE GROUND.
 GL1482'
 GL1482'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED BETITOS NO 1 1960,
 GL1482'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.  IT IS
 GL1482'86 FEET NORTH OF THE CENTER OF THE DIRT ROAD.
 GL1482'
 GL1482'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED BETITOS NO 2 1960,
 GL1482'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.  IT IS
 GL1482'88 FEET NORTH OF THE CENTER OF THE DIRT ROAD.
 GL1482'
 GL1482'AZIMUTH MARK, A STANDARD DISK STAMPED BETITOS 1960, IS SET IN A
 GL1482'SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS 224 FEET
 GL1482'NORTHWEST OF THE NORTHWEST CORNER OF AN OLD ROCK SCHOOL HOUSE,
 GL1482'1.5 FEET WEST OF A METAL WITNESS POST.
 GL1482'
 GL1482'NOTE.  REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1417 ***********************************************************************
 FO1417  DESIGNATION -  BETTER
 FO1417  PID         -  FO1417
 FO1417  STATE/COUNTY-  NM/BERNALILLO
 FO1417  USGS QUAD   -  LA MESITA NEGRA SE (1990)
 FO1417
 FO1417                         *CURRENT SURVEY CONTROL
 FO1417  ___________________________________________________________________
 FO1417* NAD 83(1992)-  35 02 16.81192(N)    106 46 09.81990(W)     ADJUSTED  
 FO1417* NAVD 88     -      1697.     (meters)    5568.     (feet)  SCALED    
 FO1417  ___________________________________________________________________
 FO1417  LAPLACE CORR-          -0.79  (seconds)                    DEFLEC99
 FO1417  GEOID HEIGHT-         -21.55  (meters)                     GEOID03
 FO1417
 FO1417  HORZ ORDER  -  FIRST
 FO1417
 FO1417.The horizontal coordinates were established by classical geodetic methods
 FO1417.and adjusted by the National Geodetic Survey in December 1993..
 FO1417
 FO1417.The orthometric height was scaled from a topographic map.
 FO1417
 FO1417.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1417
 FO1417.The geoid height was determined by GEOID03.
 FO1417
 FO1417;                    North         East     Units Scale Factor Converg.
 FO1417;SPC NM C     -   447,913.234   452,611.883   MT  0.99992767   -0 17 53.5
 FO1417;SPC NM C     - 1,469,528.67  1,484,944.15   sFT  0.99992767   -0 17 53.5
 FO1417;UTM  13      - 3,878,688.515   338,605.701   MT  0.99992104   -1 00 57.8
 FO1417
 FO1417!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1417!SPC NM C     -   0.99973710  x   0.99992767  =   0.99966479
 FO1417!UTM  13      -   0.99973710  x   0.99992104  =   0.99965817
 FO1417
 FO1417|---------------------------------------------------------------------|
 FO1417| PID    Reference Object                     Distance      Geod. Az  |
 FO1417|                                                           dddmmss.s |
 FO1417| CD4030 BETTER RM 1                           9.774 METERS 00102     |
 FO1417| FO1416 GOOD                                APPROX. 3.6 KM 1800856.3 |
 FO1417| FO1424 ALBUQUERQUE JCT ATT MICROWAVE       APPROX. 4.8 KM 2441943.1 |
 FO1417| CD4031 BETTER RM 2                           9.573 METERS 25052     |
 FO1417| FO1420 ALBUQUERQUE MTN ST TT CO TOWER      APPROX. 3.4 KM 3391550.1 |
 FO1417|---------------------------------------------------------------------|
 FO1417
 FO1417                          SUPERSEDED SURVEY CONTROL
 FO1417
 FO1417  NAD 83(1986)-  35 02 16.81698(N)    106 46 09.82107(W) AD(       ) 1
 FO1417  NAD 27      -  35 02 16.64693(N)    106 46 07.72122(W) AD(       ) 1
 FO1417
 FO1417.Superseded values are not recommended for survey control.
 FO1417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1417.See file dsdata.txt to determine how the superseded data were derived.
 FO1417
 FO1417_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU3860678689(NAD 83)
 FO1417_MARKER: DS = TRIANGULATION STATION DISK
 FO1417_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FO1417_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FO1417_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 FO1417
 FO1417  HISTORY     - Date     Condition        Report By
 FO1417  HISTORY     - 1969     MONUMENTED       CGS
 FO1417  HISTORY     - 1980     GOOD             NGS
 FO1417
 FO1417                          STATION DESCRIPTION
 FO1417
 FO1417'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JLC)
 FO1417'THE STATION IS LOCATED NEAR THE NORTHEAST EDGE OF A MESA OVER
 FO1417'LOOKING THE RIO GRANDE VALLEY TO THE EAST AND ABOUT 12 MILES
 FO1417'NORTH OF THE VALENCIA COUNTY LINE, 8 MILES SOUTHWEST OF THE
 FO1417'CENTER OF ALBUQUERQUE AND 5-1/2 MILES WEST OF THE RIO GRANDE
 FO1417'RIVER.
 FO1417'
 FO1417'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 45
 FO1417'(S. COORS ROAD) AND STATE HIGHWAY 500 (RIO BRAVO BOULEVARD),
 FO1417'IN THE SOUTHWEST PART OF ALBUQUERQUE, GO NORTH ON STATE HIGHWAY
 FO1417'45 FOR 0.6 MILE TO A CROSSROAD.  TURN LEFT AND GO WEST ON BLAKE
 FO1417'ROAD (GRAVELED) FOR 1.2 MILES TO A FORK RIGHT AND A SIDE ROAD
 FO1417'LEFT JUST AFTER PASSING UNDER A POWER LINE.  TURN LEFT
 FO1417'AND GO SOUTH ON A TRACK ROAD FOR 0.1 MILE TO A DIAGONAL
 FO1417'CROSSROAD.  BEAR RIGHT AND CONTINUE IN A SOUTHERLY DIRECTION
 FO1417'FOR 0.15 MILE TO A REVERSE Y-FORK.  BEAR RIGHT AND GO WEST
 FO1417'ON A TRACK ROAD FOR 0.9 MILE TO A DIM FORK LEFT JUST AFTER
 FO1417'CROSSING A DRY WASH.  KEEP RIGHT AND CONTINUE WEST ON THE
 FO1417'MAIN TRAVELED ROAD FOR 0.45 MILE TO A METAL GATE IN A
 FO1417'NORTH-SOUTH FENCE JUST EAST OF A POWER LINE.  PASS THROUGH THE
 FO1417'GATE AND CONTINUE WEST ON THE TRACK ROAD FOR 0.75 MILE TO A
 FO1417'WINDMILL ON THE RIGHT AND A GATE IN A CORRAL FENCE.  PASS
 FO1417'THROUGH THE GATE AND CONTINUE WEST ON THE TRACK ROAD FOR 0.3
 FO1417'MILE TO THE SUMMIT OF THE MESA.  TURN RIGHT AND FOLLOW THE
 FO1417'TRACK ROAD IN A NORTHERLY DIRECTION ALONG THE EDGE OF THE
 FO1417'MESA FOR 0.75 MILE TO THE STATION.
 FO1417'
 FO1417'THE STATION MARK IS A STANDARD DISK STAMPED BETTER 1969, SET
 FO1417'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT PROJECTING
 FO1417'2 INCHES ABOVE THE GROUND SURFACE.  IT IS 56 FEET WEST OF THE
 FO1417'CENTER OF THE TRACK ROAD WHERE THE MESA SLOPES TO THE NORTHEAST
 FO1417'AND 30 FEET SOUTH OF THE NORTH EDGE OF THE MESA.
 FO1417'
 FO1417'REFERENCE MARK 1 IS A STANDARD DISK STAMPED BETTER NO 1 1969,
 FO1417'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 FO1417'PROJECTING 3 INCHES ABOVE THE GROUND SURFACE.  IT IS 18 FEET
 FO1417'WEST OF THE TRACK ROAD WHERE THE MESA SLOPES TO THE NORTHEAST
 FO1417'AND ON THE EDGE OF THE MESA WHERE IT SLOPES TO THE NORTH.
 FO1417'
 FO1417'REFERENCE MARK 2 IS A STANDARD DISK STAMPED BETTER NO 2 1969
 FO1417'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 FO1417'PROJECTING 3 INCHES ABOVE THE GROUND SURFACE.  IT IS 52 FEET
 FO1417'SOUTH OF THE NORTH EDGE OF THE MESA AND 45 FEET WEST OF THE
 FO1417'CENTER OF THE TRACK ROAD LEADING TO THE STATION.
 FO1417'
 FO1417'NOTE--NO AZIMUTH MARK WAS SET AT THIS STATION.
 FO1417'
 FO1417'HEIGHT OF LIGHT ABOVE STATION MARK 1.2 METERS.
 FO1417
 FO1417                          STATION RECOVERY (1980)
 FO1417
 FO1417'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 FO1417'STATION MARK WAS RECOVERED IN GOOD CONDITION.  REFERENCE MARKS 1 AND 2
 FO1417'MONUMENTS WERE FOUND BUT DISKS HAD BEEN REMOVED.  REFERENCE MARKS 3
 FO1417'AND 4 WERE ESTABLISHED AT THIS TIME.
 FO1417'
 FO1417'STATION IS REACHED FROM THE JUNCTION OF CENTRAL AVENUE AND SOUTH COORS
 FO1417'ROAD, STATE HIGHWAY 45 IN WEST SIDE OF ALBUQUERQUE.  GO SOUTH ON SOUTH
 FO1417'COORS ROAD AND HIGHWAY 45 FOR 3.35 MILES TO BLAKE ROAD.  TURN RIGHT
 FO1417'AND GO WEST ON BLAKE ROAD FOR 0.55 MILE TO END OF SURFACED PART OF
 FO1417'ROAD, CONTINUE WEST ON GRADED ROAD FOR 2.1 MILES TO A POWER LINE AND
 FO1417'WIRE GATE ON LEFT.  TURN LEFT, PASS THROUGH GATE AND GO SOUTH ON A
 FO1417'TRACK ROAD ALONG POWER LINE PASSING THROUGH ANOTHER WIRE GATE FOR 0.9
 FO1417'MILES TO A FORK, KEEP TO THE RIGHT AND GO WEST ON A TRACK ROAD,
 FO1417'PASSING THROUGH AN OLD CORRAL AND TO SOUTH OF A WINDMILL FOR 1.05
 FO1417'MILES TO TOP OF MESA.  TURN RIGHT AND GO NORTHERLY ON TRACK ROAD FOR
 FO1417'0.75 MILES TO THE STATION.
 FO1417'
 FO1417'STATION IS A STANDARD DISK, STAMPED---BETTER 1969---SET IN THE TOP
 FO1417'OF A ROUND CONCRETE MONUMENT PROJECTING ABOUT 3 INCHES.
 FO1417'
 FO1417'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED---BETTER 1969 NO 3
 FO1417'1980---SET IN THE TOP OF A ROUND CONCRETE MONUMENT PROJECTING ABOUT
 FO1417'3 INCHES.
 FO1417'
 FO1417'REFERENCE MARK 4 IS A STANDARD DISK, STAMPED---BETTER 1969 NO 4
 FO1417'1980---SET IN THE TOP OF A ROUND CONCRETE MONUMENT PROJECTING ABOUT
 FO1417'3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CF0273 ***********************************************************************
 CF0273  DESIGNATION -  BIG HATCHET
 CF0273  PID         -  CF0273
 CF0273  STATE/COUNTY-  NM/HIDALGO
 CF0273  USGS QUAD   -  BIG HATCHET PEAK (1982)
 CF0273
 CF0273                         *CURRENT SURVEY CONTROL
 CF0273  ___________________________________________________________________
 CF0273* NAD 83(1992)-  31 38 07.38990(N)    108 23 55.48393(W)     ADJUSTED  
 CF0273* NAVD 88     -      2551.     (meters)    8369.     (feet)  SCALED    
 CF0273  ___________________________________________________________________
 CF0273  LAPLACE CORR-           5.26  (seconds)                    DEFLEC99
 CF0273  GEOID HEIGHT-         -25.41  (meters)                     GEOID03
 CF0273
 CF0273  HORZ ORDER  -  FIRST
 CF0273
 CF0273.The horizontal coordinates were established by classical geodetic methods
 CF0273.and adjusted by the National Geodetic Survey in December 1993..
 CF0273
 CF0273.The orthometric height was scaled from a topographic map.
 CF0273
 CF0273.The Laplace correction was computed from DEFLEC99 derived deflections.
 CF0273
 CF0273.The geoid height was determined by GEOID03.
 CF0273
 CF0273;                    North         East     Units Scale Factor Converg.
 CF0273;SPC NM W     -    70,581.335   776,366.154   MT  0.99995213   -0 17 47.7
 CF0273;SPC NM W     -   231,565.60  2,547,127.96   sFT  0.99995213   -0 17 47.7
 CF0273;UTM  12      - 3,502,960.841   746,708.127   MT  1.00035074   +1 21 54.3
 CF0273
 CF0273!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CF0273!SPC NM W     -   0.99960360  x   0.99995213  =   0.99955575
 CF0273!UTM  12      -   0.99960360  x   1.00035074  =   0.99995420
 CF0273
 CF0273|---------------------------------------------------------------------|
 CF0273| PID    Reference Object                     Distance      Geod. Az  |
 CF0273|                                                           dddmmss.s |
 CF0273| CC6090 BIG HATCHET RM 1                      9.819 METERS 04055     |
 CF0273| CC6089 BIG HATCHET AZ MK                                  0843715.1 |
 CF0273| CF0274 BIG HATCHET                           3.297 METERS 17745     |
 CF0273|---------------------------------------------------------------------|
 CF0273
 CF0273                          SUPERSEDED SURVEY CONTROL
 CF0273
 CF0273  NAD 83(1992)-  31 38 07.38927(N)    108 23 55.48386(W) AD(       ) 1
 CF0273  NAD 83(1986)-  31 38 07.39428(N)    108 23 55.48034(W) AD(       ) 1
 CF0273  NAD 27      -  31 38 07.02600(N)    108 23 53.33700(W) AD(       ) 1
 CF0273
 CF0273.Superseded values are not recommended for survey control.
 CF0273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0273.See file dsdata.txt to determine how the superseded data were derived.
 CF0273
 CF0273_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RYA4670802961(NAD 83)
 CF0273_MARKER: DS = TRIANGULATION STATION DISK
 CF0273_SETTING: 66 = SET IN ROCK OUTCROP
 CF0273
 CF0273  HISTORY     - Date     Condition        Report By
 CF0273  HISTORY     - 1938     MONUMENTED       CGS
 CF0273
 CF0273                          STATION DESCRIPTION
 CF0273
 CF0273'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 CF0273'STATION IS LOCATED ON THE HIGHEST POINT OF THE BIG HATCHET
 CF0273'MOUNTAINS, ABOUT 20 MILES S OF HACHITA.  THE PEAK IS THE SUMMIT
 CF0273'OF THE LIMESTONE RIDGE RUNNING N AND S AND HAS ABOUT 2000 FEET
 CF0273'PRECIPITOUS BLUFFS ON THE W SIDE.
 CF0273'
 CF0273'STATION AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS SET IN
 CF0273'OUTCROPPING BEDROCK.  REFERENCE
 CF0273'MARK NO. 1 IS A STANDARD BRONZE DISK SET IN A BOULDER AS
 CF0273'DESCRIBED.
 CF0273'
 CF0273'TO REACH FROM HACHITA GO E FROM DEPOT 0.25 MILE.  TURN RIGHT
 CF0273'AT SIGN HATCHET SIDE CCC CAMP 20 MILES, GO S 1.25 MILES
 CF0273'CROSS CATTLE GUARD AND TAKE RIGHT FORK.  FOLLOW MAIN TRAVELED
 CF0273'GRADED ROAD 18.85 MILES TO FORK.  CONTINUE STRAIGHT AHEAD, S,
 CF0273'4.1 MILES TO FORK, LEFT, LEADING TO CCC CAMP.  KEEP STRAIGHT
 CF0273'AHEAD ON RIGHT FORK FOR 0.2 MILE AND TURN LEFT OFF GRADED ROAD.
 CF0273'GO 0.2 MILE, GOING THROUGH THE CORRALS S OF THE CCC CAMP YARD.
 CF0273'GO E ON TRACK ROAD 0.35 MILE TO A LOCK GATE THAT CAN BE LIFTED
 CF0273'OFF OF ITS HINGES.  GO THROUGH GATE AND CONTINUE ON TRACK
 CF0273'ROAD GOING S AND E 0.65 MILE TO WINDMILL AND EARTH TANK.
 CF0273'FROM HERE THERE IS A VERY DIM TRACK ROAD GOING E TOWARD THE
 CF0273'LARGE VALLEY JUST N OF THE STATION PEAK AND THE NEXT PEAK
 CF0273'TO THE N.  IF POSSIBLE FOLLOW THE DIM ROAD E, CROSSING
 CF0273'SEVERAL SMALL WASHES GOING TO THE RIGHT, ABOUT 0.5 MILE E
 CF0273'OF THE WINDMILL.  CONTINUE E ON THE S SIDE OF THE MAIN WASH AND
 CF0273'ENTER THE LARGE VALLEY WHERE THE ROAD IS MORE DEFINED.  THEN
 CF0273'FOLLOW THE ROAD AS FAR AS POSSIBLE, ABOUT 3.8 MILES
 CF0273'FROM THE WINDMILL.  THIS OLD ROAD CONNECTS WITH A TRAIL
 CF0273'THAT LEADS TO THE SMALL SADDLE TO THE RIGHT OF THE PEAK
 CF0273'WITH BARE LIMESTONE FACE TO THE RIGHT OF THE LOWEST SADDLE
 CF0273'AT THE HEAD OF THE VALLEY.  THE TRAIL HAS NOT BEEN USED
 CF0273'IN MANY YEARS AND IT CANNOT BE LOCATED UNTIL ALMOST TO A
 CF0273'SMALL LEDGE.  FROM THE END OF TRUCK TRAVEL ON THE RIDGE
 CF0273'RUNNING DOWN THE CENTER OF THE VALLEY, PACK E ALONG THE SAME
 CF0273'RIDGE A SHORT DISTANCE, THEN CROSS THE WASH TO THE LEFT AND
 CF0273'FOLLOW ALONG THE S SLOPE OF THE RIDGE COMING DOWN THE
 CF0273'HIGHEST POINT OF THE PEAK WITH THE LIMESTONE FACE AT THE
 CF0273'HEAD OF THE VALLEY, CLIMBING ENOUGH TO FIND THE TRAIL AT
 CF0273'THE HEAD OF THE WASH ON THE RIGHT WHICH IS BLOCKED WITH A SMALL
 CF0273'ROCK CLIFF WHICH SLOPES UPWARD AND RIGHT.  THERE IS A TWO-FOOT
 CF0273'HOLE WEATHERED IN ITS FACE AND THE TRAIL IS ON TOP OF THE
 CF0273'CLIFF.  FOLLOW THE TRAIL TO THE TOP OF THE RIDGE, THEN GO
 CF0273'RIGHT ALONG THE MOUNTAIN SHEEP TRAIL TO THE TOP OF THE MAIN
 CF0273'E-W RIDGE LEADING TO THE STATION.  THE AZIMUTH MARK IS ON THE
 CF0273'FIRST SMALL KNOLL REACHED ON THIS RIDGE.  CONTINUE W TO THE
 CF0273'HIGHEST POINT AND STATION.  A 4 HOUR PACK.
 CF0273'
 CF0273'REFERENCE MARK NO. 2 IS A STANDARD USGS MARK SET IN ROCK
 CF0273'OUTCROP, S OF THE STATION.
 CF0273'
 CF0273'THE ABOVE DESCRIPTION IS A DIFFERENT ROUTE TO THE STATION THAN
 CF0273'THAT DESCRIBED BY THE RECONNAISSANCE PARTY IN 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CF0274 ***********************************************************************
 CF0274  DESIGNATION -  BIG HATCHET
 CF0274  PID         -  CF0274
 CF0274  STATE/COUNTY-  NM/HIDALGO
 CF0274  USGS QUAD   -  BIG HATCHET PEAK (1982)
 CF0274
 CF0274                         *CURRENT SURVEY CONTROL
 CF0274  ___________________________________________________________________
 CF0274* NAD 83(1992)-  31 38 07.28294(N)    108 23 55.47901(W)     ADJUSTED  
 CF0274* NAVD 88     -      2550.     (meters)    8366.     (feet)  SCALED    
 CF0274  ___________________________________________________________________
 CF0274  LAPLACE CORR-           5.26  (seconds)                    DEFLEC99
 CF0274  GEOID HEIGHT-         -25.41  (meters)                     GEOID03
 CF0274
 CF0274  HORZ ORDER  -  SECOND
 CF0274
 CF0274.The horizontal coordinates were established by classical geodetic methods
 CF0274.and adjusted by the National Geodetic Survey in December 1993..
 CF0274
 CF0274.The orthometric height was scaled from a topographic map.
 CF0274
 CF0274.The Laplace correction was computed from DEFLEC99 derived deflections.
 CF0274
 CF0274.The geoid height was determined by GEOID03.
 CF0274
 CF0274;                    North         East     Units Scale Factor Converg.
 CF0274;SPC NM W     -    70,578.040   776,366.267   MT  0.99995213   -0 17 47.7
 CF0274;SPC NM W     -   231,554.79  2,547,128.33   sFT  0.99995213   -0 17 47.7
 CF0274;UTM  12      - 3,502,957.549   746,708.335   MT  1.00035075   +1 21 54.3
 CF0274
 CF0274!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CF0274!SPC NM W     -   0.99960376  x   0.99995213  =   0.99955591
 CF0274!UTM  12      -   0.99960376  x   1.00035075  =   0.99995437
 CF0274
 CF0274:                Primary Azimuth Mark                     Grid Az
 CF0274:SPC NM W     -  APACHE                                   037 15 46.4
 CF0274:UTM  12      -  APACHE                                   035 36 04.4
 CF0274
 CF0274|---------------------------------------------------------------------|
 CF0274| PID    Reference Object                     Distance      Geod. Az  |
 CF0274|                                                           dddmmss.s |
 CF0274| CF0279 APACHE                              APPROX.18.8 KM 0365758.7 |
 CF0274|---------------------------------------------------------------------|
 CF0274
 CF0274                          SUPERSEDED SURVEY CONTROL
 CF0274
 CF0274  NAD 83(1992)-  31 38 07.28231(N)    108 23 55.47894(W) AD(       ) 2
 CF0274  NAD 83(1986)-  31 38 07.28737(N)    108 23 55.47543(W) AD(       ) 2
 CF0274  NAD 27      -  31 38 06.91903(N)    108 23 53.33209(W) AD(       ) 2
 CF0274
 CF0274.Superseded values are not recommended for survey control.
 CF0274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0274.See file dsdata.txt to determine how the superseded data were derived.
 CF0274
 CF0274_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RYA4670802958(NAD 83)
 CF0274_MARKER: Z = SEE DESCRIPTION
 CF0274_SETTING: 66 = SET IN ROCK OUTCROP
 CF0274_SP_SET: PARTIALLY EXPOSED BEDROCK
 CF0274_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CF0274
 CF0274  HISTORY     - Date     Condition        Report By
 CF0274  HISTORY     - 1917     MONUMENTED       USGS
 CF0274  HISTORY     - 1977     GOOD             USGS
 CF0274
 CF0274                          STATION DESCRIPTION
 CF0274
 CF0274'DESCRIBED BY US GEOLOGICAL SURVEY 1977
 CF0274'STATION WAS REACHED BY HELICOPTER.
 CF0274'
 CF0274'A ROCK CAIRN WAS ERRECTED OVER THE MARK.  A STANDARD BRONZE DISK
 CF0274'STAMPED ---BIG HATCHET 1938--- SET IN A SLIGHT DEPRESSION IN BEDROCK.
 CF0274'
 CF0274'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0424 ***********************************************************************
 GN0424  DESIGNATION -  BIG HORN
 GN0424  PID         -  GN0424
 GN0424  STATE/COUNTY-  NM/RIO ARRIBA
 GN0424  USGS QUAD   -  BIGHORN PEAK (1995)
 GN0424
 GN0424                         *CURRENT SURVEY CONTROL
 GN0424  ___________________________________________________________________
 GN0424* NAD 83(1992)-  36 59 07.71920(N)    106 10 48.10486(W)     ADJUSTED  
 GN0424* NAVD 88     -      2879.8    (meters)    9448.     (feet)  VERTCON   
 GN0424  ___________________________________________________________________
 GN0424  LAPLACE CORR-          -4.48  (seconds)                    DEFLEC99
 GN0424  GEOID HEIGHT-         -16.26  (meters)                     GEOID03
 GN0424
 GN0424  HORZ ORDER  -  FIRST
 GN0424
 GN0424.The horizontal coordinates were established by classical geodetic methods
 GN0424.and adjusted by the National Geodetic Survey in December 1993..
 GN0424
 GN0424.The NAVD 88 height was computed by applying the VERTCON shift value to
 GN0424.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GN0424
 GN0424.The Laplace correction was computed from DEFLEC99 derived deflections.
 GN0424
 GN0424.The geoid height was determined by GEOID03.
 GN0424
 GN0424;                    North         East     Units Scale Factor Converg.
 GN0424;SPC NM C     -   663,860.882   506,228.786   MT  0.99990048   +0 02 31.5
 GN0424;SPC NM C     - 2,178,016.91  1,660,852.28   sFT  0.99990048   +0 02 31.5
 GN0424;SPC CO S     -   340,404.379   853,857.042   MT  1.00005422   -0 25 01.6
 GN0424;SPC CO S     - 1,116,810.03  2,801,362.65   sFT  1.00005422   -0 25 01.6
 GN0424;UTM  13      - 4,093,912.003   394,983.615   MT  0.99973586   -0 42 35.9
 GN0424
 GN0424!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GN0424!SPC NM C     -   0.99955082  x   0.99990048  =   0.99945135
 GN0424!SPC CO S     -   0.99955082  x   1.00005422  =   0.99960502
 GN0424!UTM  13      -   0.99955082  x   0.99973586  =   0.99928680
 GN0424
 GN0424|---------------------------------------------------------------------|
 GN0424| PID    Reference Object                     Distance      Geod. Az  |
 GN0424|                                                           dddmmss.s |
 GN0424| CD4034 BIG HORN RM 2                        46.318 METERS 02453     |
 GN0424| HL0487 ANTONITO CATHOLIC CHURCH SPIRE      APPROX.18.3 KM 0550630.4 |
 GN0424| HL0486 ANTONITO PRESB CHURCH SPIRE         APPROX.18.4 KM 0554053.7 |
 GN0424| CD4033 BIG HORN RM 1                        31.809 METERS 06646     |
 GN0424| CD4032 BIG HORN AZ MK                                     0895200.1 |
 GN0424| GN0420 BIG HORN SIDING RR WATER TANK       APPROX. 7.9 KM 0953511.7 |
 GN0424|---------------------------------------------------------------------|
 GN0424
 GN0424                          SUPERSEDED SURVEY CONTROL
 GN0424
 GN0424  NAD 83(1992)-  36 59 07.72049(N)    106 10 48.10545(W) AD(       ) 1
 GN0424  NAD 83(1986)-  36 59 07.72196(N)    106 10 48.11260(W) AD(       ) 1
 GN0424  NAD 27      -  36 59 07.67900(N)    106 10 46.02200(W) AD(       ) 1
 GN0424  NGVD 29 (07/19/86) 2878.3    (m)         9443.     (f) VERT ANG       
 GN0424
 GN0424.Superseded values are not recommended for survey control.
 GN0424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0424.See file dsdata.txt to determine how the superseded data were derived.
 GN0424
 GN0424_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCA9498493912(NAD 83)
 GN0424_MARKER: DS = TRIANGULATION STATION DISK
 GN0424_SETTING: 66 = SET IN ROCK OUTCROP
 GN0424
 GN0424  HISTORY     - Date     Condition        Report By
 GN0424  HISTORY     - 1945     MONUMENTED       CGS
 GN0424  HISTORY     - 1953     GOOD             USGS
 GN0424  HISTORY     - 1963     GOOD             CGS
 GN0424  HISTORY     - 1965     MARK NOT FOUND   USGS
 GN0424
 GN0424                          STATION DESCRIPTION
 GN0424
 GN0424'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (RAM)
 GN0424'STATION IS ON BIGHORN PEAK WHICH IS ABOUT 1-1/2 MILES WSW OF
 GN0424'THE BIGHORN SECTION STATION ON THE DENVER AND RIO GRANDE WESTERN
 GN0424'RAILROAD, AND ABOUT 11 MILES SW OF ANTONITO.  THE HILL IS ABOUT
 GN0424'1/4 MILE S OF THE RAILROAD TRACK AND THE STATION IS ON THE S
 GN0424'END AND HIGHEST PART OF THE HILL WHICH IS BARE, WHEREAS THE N
 GN0424'END IS WOODED.
 GN0424'
 GN0424'TO REACH THE STATION FROM THE POST OFFICE IN ANTONITO, GO S
 GN0424'ON U.S. HIGHWAY 285 FOR 0.25 MILE TO THE JUNCTION WITH STATE
 GN0424'HIGHWAY 17.  TURN RIGHT OFF THE HIGHWAY AND FOLLOW GRADED ROUTE
 GN0424'17 4.85 MILES TO WHERE IT TURNS SHARP RIGHT, WHILE ANOTHER ROAD
 GN0424'CONTINUES STRAIGHT AHEAD.  CONTINUE STRAIGHT FOR ABOUT 100 FEET
 GN0424'PAST WHERE ROUTE 17 TURNS, THEN TURN LEFT ON A TRACK ROAD THAT
 GN0424'GOES BETWEEN SEVERAL BUILDINGS.  FOLLOW THIS TRACK ROAD 4.3
 GN0424'MILES TO A FORK TO THE RIGHT, THEN IMMEDIATELY ANOTHER FORK TO
 GN0424'THE RIGHT.  KEEP THE LEFT FORK IN BOTH CASES AND CONTINUE 1.1
 GN0424'MILES TO THE TOP OF THE MESA, THEN CONTINUE 1.6 MILES TO THE
 GN0424'BIGHORN SECTION QUARTERS.  PASS IN FRONT OF THE BUILDINGS
 GN0424'0.15 MILE TO THE RAILROAD CROSSING.  CROSS TRACKS, TURN RIGHT
 GN0424'0.1 MILE, KEEP LEFT FORK AND CONTINUE ON TRACK ROAD 1.2 MILES
 GN0424'TO THE END OF SPUR TRACK.  CONTINUE 0.1 MILE TO A BACK LEFT
 GN0424'FORK, A VERY DIM ROAD, JUST BEFORE CROSSING THE TRACKS.  TURN
 GN0424'BACK ON THIS DIM TRACK 0.3 MILE TO THE END OF TRUCK TRAVEL
 GN0424'ON THE LEFT OR E SIDE OF THE HILL.  PACK SW UP THE STEEP SLOPE
 GN0424'AND S ACROSS THE TOP TO THE STATION.  A 15-MINUTE PACK.
 GN0424'
 GN0424'TO REACH THE AZIMUTH MARK FROM THE END OF TRUCK TRAVEL, CONTINUE
 GN0424'E ON THE TRACK ROAD 0.65 MILE TO THE TOP OF A HILL, THENCE N
 GN0424'ACROSS COUNTRY 110 YARDS TO THE MARK.
 GN0424'
 GN0424'STATION MARK IS A BRONZE STATION DISK SET IN A DRILL HOLE IN
 GN0424'OUTCROPPING BEDROCK WHICH PROJECTS ABOUT 1 FOOT ABOVE THE GROUND
 GN0424'AND IS LOCATED ON THE HIGHEST PART OF THE BIGHORN PEAK.  DISK
 GN0424'IS STAMPED BIG HORN 1935.
 GN0424'
 GN0424'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A DRILL
 GN0424'HOLE IN OUTCROPPING BEDROCK WHICH PROJECTS ABOUT 1 INCH ABOVE
 GN0424'THE GROUND.  IT IS LOCATED ENE OF THE STATION AND ABOUT 10
 GN0424'FEET LOWER.  DISK IS STAMPED BIG HORN 1935 NO 1.
 GN0424'
 GN0424'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A DRILL
 GN0424'HOLE IN OUTCROPPING BEDROCK WHICH PROJECTS ABOUT 4 INCHES ABOVE
 GN0424'THE GROUND.  IT IS LOCATED NNE OF THE STATION AND ABOUT 11
 GN0424'FEET LOWER.  DISK IS STAMPED BIG HORN 1935 NO 2.
 GN0424'
 GN0424'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN A DRILL HOLE IN
 GN0424'OUTCROPPING BEDROCK WHICH PROJECTS ABOUT 1 INCH ABOVE THE
 GN0424'GROUND.  IT IS LOCATED E OF THE STATION, ABOUT 110 YARDS N
 GN0424'OF A TRACK ROAD, 5.3 FEET NE OF A 4- BY 4-INCH WHITE WOODEN
 GN0424'WITNESS POST IN A ROCK CAIRN, AND ON THE NW EDGE OF A SMALL
 GN0424'MESA.  DISK IS STAMPED BIG HORN 1945.
 GN0424
 GN0424                          STATION RECOVERY (1953)
 GN0424
 GN0424'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1953 (JTD)
 GN0424'FOUND AS DESCRIBED.
 GN0424'
 GN0424'DUE TO RD. CHANGES, STATION IS EASIER TO REACH AS FOLLOWS
 GN0424'
 GN0424'TO REACH STATION FROM THE POST OFFICE IN ANTONITO, COLORADO, GO SW.
 GN0424'ON U.S. HIGHWAY 285 FOR 0.5 MI. TO THE JUNCTION OF STATE HIGHWAY 17.
 GN0424'TURN RIGHT ON STATE HIGHWAY 17 FOR 4.2 MI. TO RD. FORK, THENCE
 GN0424'STRAIGHT AHEAD ON LEFT FORK FOR 5.0 MI. TO RD. FORK, THENCE LEFT
 GN0424'KEEPING ON MAIN RD. FOR 2.2 MI. TO A RD. FORK JUST BEFORE COMING
 GN0424'TO A GATE.  TAKE THE LEFT FORK S. FOR 1.2 MI. TO FORK, THENCE
 GN0424'LEFT ACROSS CREEK FOR 0.9 MI. TO FORK ON TOP OF RIDGE.  TAKE THE
 GN0424'LEFT FORK E. FOR 1.5 MI. TO RAILROAD CROSSING.  CROSS RAILROAD
 GN0424'TRACKS AND TAKE THE RIGHT FORK FOR 0.1 MI. TO THE BOTTOM OF THE
 GN0424'HILL STATION IS ON.  PACK S. FOR ABOUT 20 MINUTES TO THE S. OF
 GN0424'TOP AND STATION SITE.  (NOTE--WITH A JEEP IT IS POSSIBLE TO DRIVE
 GN0424'ABOUT HALFWAY UP THE HILL)
 GN0424'
 GN0424'STATION MARK--A BRONZE USC AND GS STATION DISK, SET IN A DRILL HOLE
 GN0424'IN OUTCROPPING BEDROCK WHICH PROJECTS 1 FT, DISK IS STAMPED ---BIG
 GN0424'HORN 1935---.
 GN0424'
 GN0424'REFERENCE MARKS--NONE.
 GN0424
 GN0424                          STATION RECOVERY (1963)
 GN0424
 GN0424'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CKP)
 GN0424'ALL MARKS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION TO
 GN0424'REACH THE STATION FOLLOWS.
 GN0424'
 GN0424'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 17 AND U.S. HIGHWAY
 GN0424'285 ABOUT 1/2 MILE SOUTHWEST OF ANTONITO, COLORADO, GO WEST
 GN0424'ON HIGHWAY 17 FOR 4.3 MILES TO MOGOTE.  TURN LEFT AND GO SOUTH
 GN0424'(BETWEEN BUILDINGS) FOR 1.0 MILE TO TWO FORKS, KEEP RIGHT IN BOTH
 GN0424'CASES, AND CONTINUE SOUTHERLY ON TRACK ROAD FOR 5.3 MILES TO A
 GN0424'GATE, PASS THROUGH AND CONTINUE 0.45 MILE TO A FORK.  TURN
 GN0424'LEFT AND GO 0.6 MILE TO A FORK, TURN RIGHT AND GO 0.2 MILE TO A
 GN0424'REVERSE Y-JUNCTION ON THE LEFT.  CONTINUE AHEAD FOR 0.3 MILE
 GN0424'TO A GATE AT A FENCE CORNER AND THE COLORADO-NEW MEXICO STATE
 GN0424'LINE.  PASS THROUGH THE GATE AND CONTINUE ON TRACK ROAD FOR 0.15
 GN0424'MILE TO A FORK.  TURN LEFT, CROSSING RAILROAD TRACKS, FOR
 GN0424'0.05 MILE TO A FORK, TURN RIGHT AND GO 0.15 MILE TO A 20-INCH
 GN0424'PINE TREE ON THE RIGHT AND THE END OF TRUCK TRAVEL.  FROM
 GN0424'HERE, PACK SOUTHERLY UP STEEP SLOPE, TO THE SOUTH END OF
 GN0424'THE RIDGE AND THE STATION, ABOUT A 15 MINUTE PACK.
 GN0424'
 GN0424'TO REACH THE AZIMUTH MARK FROM THE END OF TRUCK TRAVEL, CONTINUE
 GN0424'ON THE TRACK ROAD FOR 0.65 MILE TO THE TOP OF THE HIGH RIDGE
 GN0424'AND THE MARK ON LEFT.
 GN0424
 GN0424                          STATION RECOVERY (1965)
 GN0424
 GN0424'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965 (LAR)
 GN0424'REPORTED TO BE ON NORTHEAST EDGE OF MOUNTAIN, I COULD FIND NO
 GN0424'INDICATION OF THIS OLD MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0420 ***********************************************************************
 GN0420  DESIGNATION -  BIG HORN SIDING RR WATER TANK
 GN0420  PID         -  GN0420
 GN0420  STATE/COUNTY-  NM/RIO ARRIBA
 GN0420  USGS QUAD   -  LOS PINOS (1995)
 GN0420
 GN0420                         *CURRENT SURVEY CONTROL
 GN0420  ___________________________________________________________________
 GN0420* NAD 83(1992)-  36 58 42.81256(N)    106 05 32.21462(W)     ADJUSTED  
 GN0420* NAVD 88     -                                                        
 GN0420  ___________________________________________________________________
 GN0420  LAPLACE CORR-          -3.74  (seconds)                    DEFLEC99
 GN0420  GEOID HEIGHT-         -16.42  (meters)                     GEOID03
 GN0420
 GN0420  HORZ ORDER  -  THIRD
 GN0420
 GN0420.The horizontal coordinates were established by classical geodetic methods
 GN0420.and adjusted by the National Geodetic Survey in December 1993..
 GN0420
 GN0420
 GN0420.The Laplace correction was computed from DEFLEC99 derived deflections.
 GN0420
 GN0420.The geoid height was determined by GEOID03.
 GN0420
 GN0420;                    North         East     Units Scale Factor Converg.
 GN0420;SPC NM C     -   663,102.498   514,041.299   MT  0.99990243   +0 05 41.5
 GN0420;SPC NM C     - 2,175,528.78  1,686,483.83   sFT  0.99990243   +0 05 41.5
 GN0420;SPC CO S     -   339,583.349   861,664.433   MT  1.00005600   -0 21 47.9
 GN0420;SPC CO S     - 1,114,116.37  2,826,977.39   sFT  1.00005600   -0 21 47.9
 GN0420;UTM  13      - 4,093,051.298   402,784.133   MT  0.99971643   -0 39 25.5
 GN0420
 GN0420                          SUPERSEDED SURVEY CONTROL
 GN0420
 GN0420  NAD 83(1992)-  36 58 42.81335(N)    106 05 32.21649(W) AD(       ) 4
 GN0420  NAD 83(1986)-  36 58 42.81555(N)    106 05 32.21921(W) AD(       ) 4
 GN0420  NAD 27      -  36 58 42.76900(N)    106 05 30.14100(W) AD(       ) 3
 GN0420
 GN0420.Superseded values are not recommended for survey control.
 GN0420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0420.See file dsdata.txt to determine how the superseded data were derived.
 GN0420
 GN0420_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDA0278493051(NAD 83)
 GN0420_MARKER: 51 = TANK
 GN0420
 GN0420  HISTORY     - Date     Condition        Report By
 GN0420  HISTORY     - 1945     FIRST OBSERVED   CGS
 GN0420
 GN0420                          STATION DESCRIPTION
 GN0420
 GN0420'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1657 ***********************************************************************
 CX1657  DESIGNATION -  BIG WATER TOWER HOUSING AREA
 CX1657  PID         -  CX1657
 CX1657  STATE/COUNTY-  NM/DONA ANA
 CX1657  USGS QUAD   -  WHITE SANDS (1955)
 CX1657
 CX1657                         *CURRENT SURVEY CONTROL
 CX1657  ___________________________________________________________________
 CX1657* NAD 83(1992)-  32 23 05.15329(N)    106 30 01.17820(W)     ADJUSTED  
 CX1657* NAVD 88     -                                                        
 CX1657  ___________________________________________________________________
 CX1657  LAPLACE CORR-          -4.36  (seconds)                    DEFLEC99
 CX1657  GEOID HEIGHT-         -23.50  (meters)                     GEOID03
 CX1657
 CX1657  HORZ ORDER  -  THIRD
 CX1657
 CX1657.The horizontal coordinates were established by classical geodetic methods
 CX1657.and adjusted by the National Geodetic Survey in December 1993..
 CX1657
 CX1657
 CX1657.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1657
 CX1657.The geoid height was determined by GEOID03.
 CX1657
 CX1657;                    North         East     Units Scale Factor Converg.
 CX1657;SPC NM C     -   153,556.953   476,447.426   MT  0.99990684   -0 08 02.7
 CX1657;SPC NM C     -   503,794.77  1,563,144.60   sFT  0.99990684   -0 08 02.7
 CX1657;UTM  13      - 3,584,075.056   358,874.134   MT  0.99984560   -0 48 13.4
 CX1657
 CX1657                          SUPERSEDED SURVEY CONTROL
 CX1657
 CX1657  NAD 83(1986)-  32 23 05.15819(N)    106 30 01.17541(W) AD(       ) 4
 CX1657  NAD 27      -  32 23 04.81976(N)    106 29 59.20498(W) AD(       ) 3
 CX1657
 CX1657.Superseded values are not recommended for survey control.
 CX1657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1657.See file dsdata.txt to determine how the superseded data were derived.
 CX1657
 CX1657_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR5887484075(NAD 83)
 CX1657_MARKER: 54 = WATER TOWER
 CX1657
 CX1657  HISTORY     - Date     Condition        Report By
 CX1657  HISTORY     - 1964     FIRST OBSERVED   CGS
 CX1657
 CX1657                          STATION DESCRIPTION
 CX1657
 CX1657'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0521 ***********************************************************************
 GN0521  DESIGNATION -  BIGGS
 GN0521  PID         -  GN0521
 GN0521  STATE/COUNTY-  NM/RIO ARRIBA
 GN0521  USGS QUAD   -  MONERO (1983)
 GN0521
 GN0521                         *CURRENT SURVEY CONTROL
 GN0521  ___________________________________________________________________
 GN0521* NAD 83(1992)-  36 54 04.74867(N)    106 47 57.10250(W)     ADJUSTED  
 GN0521* NAVD 88     -      2282.72   (+/-2cm)    7489.2    (feet)  VERTCON   
 GN0521  ___________________________________________________________________
 GN0521  LAPLACE CORR-           6.40  (seconds)                    DEFLEC99
 GN0521  GEOID HEIGHT-         -17.79  (meters)                     GEOID03
 GN0521
 GN0521  HORZ ORDER  -  THIRD
 GN0521  VERT ORDER  -  THIRD ? (See Below)
 GN0521
 GN0521.The horizontal coordinates were established by classical geodetic methods
 GN0521.and adjusted by the National Geodetic Survey in December 1993..
 GN0521
 GN0521.The NAVD 88 height was computed by applying the VERTCON shift value to
 GN0521.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GN0521.The vertical order pertains to the NGVD 29 superseded value.
 GN0521
 GN0521.The Laplace correction was computed from DEFLEC99 derived deflections.
 GN0521
 GN0521.The geoid height was determined by GEOID03.
 GN0521
 GN0521;                    North         East     Units Scale Factor Converg.
 GN0521;SPC NM C     -   654,660.753   451,056.805   MT  0.99992950   -0 19 47.2
 GN0521;SPC NM C     - 2,147,832.82  1,479,842.20   sFT  0.99992950   -0 19 47.2
 GN0521;SPC CO S     -   331,649.064   798,603.861   MT  1.00007683   -0 47 48.8
 GN0521;SPC CO S     - 1,088,085.30  2,620,086.17   sFT  1.00007683   -0 47 48.8
 GN0521;UTM  13      - 4,085,436.966   339,700.635   MT  0.99991656   -1 04 49.9
 GN0521
 GN0521!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GN0521!SPC NM C     -   0.99964468  x   0.99992950  =   0.99957421
 GN0521!SPC CO S     -   0.99964468  x   1.00007683  =   0.99972149
 GN0521!UTM  13      -   0.99964468  x   0.99991656  =   0.99956127
 GN0521
 GN0521|---------------------------------------------------------------------|
 GN0521| PID    Reference Object                     Distance      Geod. Az  |
 GN0521|                                                           dddmmss.s |
 GN0521| CD3142 BIGGS RM 1                           24.569 METERS 04111     |
 GN0521| CD3141 BIGGS AZ MK                                        0430905.8 |
 GN0521| GN0266 A 59                                126.703 METERS 18753     |
 GN0521| CD3143 BIGGS RM 2                           28.238 METERS 31345     |
 GN0521|---------------------------------------------------------------------|
 GN0521
 GN0521                          SUPERSEDED SURVEY CONTROL
 GN0521
 GN0521  NAD 83(1992)-  36 54 04.75048(N)    106 47 57.10349(W) AD(       ) 3
 GN0521  NAD 83(1986)-  36 54 04.74965(N)    106 47 57.10624(W) AD(       ) 3
 GN0521  NAD 27      -  36 54 04.70561(N)    106 47 54.97572(W) AD(       ) 3
 GN0521  NGVD 29 (07/19/86) 2281.32   (m)         7484.6    (f) LEVELING    3  
 GN0521
 GN0521.Superseded values are not recommended for survey control.
 GN0521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0521.See file dsdata.txt to determine how the superseded data were derived.
 GN0521
 GN0521_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCA3970185437(NAD 83)
 GN0521_MARKER: DS = TRIANGULATION STATION DISK
 GN0521_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GN0521_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GN0521+SATELLITE: SATELLITE OBSERVATIONS - October 06, 2004
 GN0521
 GN0521  HISTORY     - Date     Condition        Report By
 GN0521  HISTORY     - 1961     MONUMENTED       CGS
 GN0521  HISTORY     - 20040929 GOOD             NMHD
 GN0521  HISTORY     - 20041006 GOOD             NMHD
 GN0521
 GN0521                          STATION DESCRIPTION
 GN0521
 GN0521'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 GN0521'THE STATION IS APPROXIMATELY 12 MILES WEST OF CHAMA, 8 MILES
 GN0521'EAST OF LUMBERTON, 0.4 MILE SOUTHWEST OF THE JUNCTION OF U.S.
 GN0521'HIGHWAY 84 AND STATE HIGHWAY 17 AND ON PROPERTY OWNED BY MR.
 GN0521'GONZALO GONZALIS.
 GN0521'
 GN0521'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 84 AND
 GN0521'STATE HIGHWAY 17 WHICH IS APPROXIMATELY 14 MILES WEST OF CHAMA,
 GN0521'GO WEST ON HIGHWAY 17 FOR 0.15 MILE TO THE AZIMUTH MARK ON
 GN0521'THE LEFT.  CONTINUE WEST ON HIGHWAY 17 FOR 0.1 MILE TO A TRACK
 GN0521'ROAD AND A GATE ON THE LEFT.  TURN LEFT, SOUTH, ON THE TRACK
 GN0521'ROAD FOR 0.35 MILE TO THE END OF THE TRACK ROAD.  TURN RIGHT,
 GN0521'NORTHWEST, FOR 0.05 MILE TO THE STATION.
 GN0521'
 GN0521'STATION MARKS ARE STANDARD DISKS STAMPED BIGGS 1961.  THE SURFACE
 GN0521'DISK IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.
 GN0521'IT IS 307 FEET NORTHWEST OF THE NORTHWEST RAIL OF A RAILROAD
 GN0521'TRACK, 262 FEET NORTHWEST OF A POWER POLE AND 3 FEET NORTHWEST
 GN0521'OF A METAL WITNESS POST.  THE UNDERGROUND DISK IS SET IN AN
 GN0521'IRREGULAR MASS OF CONCRETE 26 INCHES BELOW THE SURFACE OF THE
 GN0521'GROUND.
 GN0521'
 GN0521'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED BIGGS NO 1 1961,
 GN0521'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 5 INCHES.  IT
 GN0521'IS 335 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE RAILROAD TRACK
 GN0521'AND 82 FEET NORTHEAST OF THE METAL WITNESS POST.
 GN0521'
 GN0521'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED BIGGS NO 2 1961,
 GN0521'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT
 GN0521'IS 399 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE RAILROAD TRACK
 GN0521'AND 95 FEET NORTHWEST OF THE METAL WITNESS POST.
 GN0521'
 GN0521'BM A 59, IS A STANDARD COAST AND GEODETIC SURVEY BENCH MARK
 GN0521'DISK STAMPED A 59 1934, SET IN A SQUARE CONCRETE POST WHICH
 GN0521'PROJECTS 5 INCHES.  IT IS 28 FEET SOUTHEAST OF THE SOUTHEAST
 GN0521'RAIL OF THE RAILROAD TRACK.
 GN0521'
 GN0521'AZIMUTH MARK, A STANDARD DISK STAMPED BIGGS 1961, IS SET IN
 GN0521'A SQUARE CONCRETE POST WHICH PROJECTS 5 INCHES.  IT IS 77 FEET
 GN0521'SOUTHEAST OF THE CENTER OF HIGHWAY 17, 2.5 FEET SOUTHWEST OF A
 GN0521'METAL WITNESS POST AND 1 FOOT SOUTHEAST OF A FENCE.
 GN0521'
 GN0521'NOTE--REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
 GN0521
 GN0521                          STATION RECOVERY (2004)
 GN0521
 GN0521'RECOVERY NOTE BY NM HIGHWAY DEPT 2004 (WAB)
 GN0521'DESCRIPTION ADEQUATE.
 GN0521
 GN0521                          STATION RECOVERY (2004)
 GN0521
 GN0521'RECOVERY NOTE BY NM HIGHWAY DEPT 2004 (WAB)
 GN0521' 
 GN0521'DESCRIPTION IS ADEQUATE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0644 ***********************************************************************
 EP0644  DESIGNATION -  BILLY
 EP0644  PID         -  EP0644
 EP0644  STATE/COUNTY-  NM/DE BACA
 EP0644  USGS QUAD   -  FORT SUMNER EAST (1982)
 EP0644
 EP0644                         *CURRENT SURVEY CONTROL
 EP0644  ___________________________________________________________________
 EP0644* NAD 83(1992)-  34 24 11.20210(N)    104 10 56.91830(W)     ADJUSTED  
 EP0644* NAVD 88     -      1235.     (meters)    4052.     (feet)  SCALED    
 EP0644  ___________________________________________________________________
 EP0644  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 EP0644  GEOID HEIGHT-         -23.66  (meters)                     GEOID03
 EP0644
 EP0644  HORZ ORDER  -  THIRD
 EP0644
 EP0644.The horizontal coordinates were established by classical geodetic methods
 EP0644.and adjusted by the National Geodetic Survey in December 1993..
 EP0644
 EP0644.The orthometric height was scaled from a topographic map.
 EP0644
 EP0644.The Laplace correction was computed from DEFLEC99 derived deflections.
 EP0644
 EP0644.The geoid height was determined by GEOID03.
 EP0644
 EP0644;                    North         East     Units Scale Factor Converg.
 EP0644;SPC NM E     -   377,378.707   178,869.368   MT  0.99991146   +0 05 06.8
 EP0644;SPC NM E     - 1,238,116.64    586,840.58   sFT  0.99991146   +0 05 06.8
 EP0644;UTM  13      - 3,807,156.564   575,138.886   MT  0.99966959   +0 27 43.0
 EP0644
 EP0644!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EP0644!SPC NM E     -   0.99980995  x   0.99991146  =   0.99972142
 EP0644!UTM  13      -   0.99980995  x   0.99966959  =   0.99947960
 EP0644
 EP0644                          SUPERSEDED SURVEY CONTROL
 EP0644
 EP0644  NAD 83(1992)-  34 24 11.21069(N)    104 10 56.91432(W) AD(       ) 3
 EP0644
 EP0644.Superseded values are not recommended for survey control.
 EP0644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EP0644.See file dsdata.txt to determine how the superseded data were derived.
 EP0644
 EP0644_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEU7513907157(NAD 83)
 EP0644_MARKER: DS = TRIANGULATION STATION DISK
 EP0644_SETTING: 0 = UNSPECIFIED SETTING
 EP0644_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EP0644
 EP0644  HISTORY     - Date     Condition        Report By
 EP0644  HISTORY     - 1945     MONUMENTED       USGS
 EP0644
 EP0644                          STATION DESCRIPTION
 EP0644
 EP0644'DESCRIBED BY US GEOLOGICAL SURVEY 1945
 EP0644'LOCATED 6.0 MI. (AIRLINE) SE. OF FORT SUMNER, IN NE. 1/4 OF SEC. 14,
 EP0644'T 2 N, R 26 E.
 EP0644'
 EP0644'TO REACH FROM CROSSROADS JUST N. OF --BILLY THE KIDS-- GRAVE, GO E. ON
 EP0644'RD. 0.8 MI. TO RANCH HOUSE.  STATION IS ABOUT 285 FT. S. 33 DEGREES
 EP0644'30 MINUTES W. (MAG. BEARING) FROM SW. CORNER OF RANCH HOUSE, ABOUT 185
 EP0644'FT. S. 48 DEGREES 00 MINUTES W. (MAG. BEARING) FROM NW. CORNER OF
 EP0644'BARN, AND 162 FT. S. 68 DEGREES 15 MINUTES W. (MAG. BEARING) FROM SW.
 EP0644'CORNER OF BOARD FENCE.  STATION IS ON SUMMIT OF GRAVELLY RIDGE.
 EP0644'
 EP0644'STATION MARK--USBR STANDARD TABLET STAMPED---BILLY 1945---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1672 ***********************************************************************
 CX1672  DESIGNATION -  BISHOP
 CX1672  PID         -  CX1672
 CX1672  STATE/COUNTY-  NM/DONA ANA
 CX1672  USGS QUAD   -  BISHOP CAP (1994)
 CX1672
 CX1672                         *CURRENT SURVEY CONTROL
 CX1672  ___________________________________________________________________
 CX1672* NAD 83(1992)-  32 11 25.96869(N)    106 36 14.58227(W)     ADJUSTED  
 CX1672* NAVD 88     -      1640.9    (meters)    5384.     (feet)  VERTCON   
 CX1672  ___________________________________________________________________
 CX1672  LAPLACE CORR-           2.90  (seconds)                    DEFLEC99
 CX1672  GEOID HEIGHT-         -23.55  (meters)                     GEOID03
 CX1672
 CX1672  HORZ ORDER  -  FIRST
 CX1672
 CX1672.The horizontal coordinates were established by classical geodetic methods
 CX1672.and adjusted by the National Geodetic Survey in December 1993..
 CX1672
 CX1672.The NAVD 88 height was computed by applying the VERTCON shift value to
 CX1672.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CX1672
 CX1672.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1672
 CX1672.The geoid height was determined by GEOID03.
 CX1672
 CX1672;                    North         East     Units Scale Factor Converg.
 CX1672;SPC NM C     -   132,049.309   466,617.263   MT  0.99991374   -0 11 19.0
 CX1672;SPC NM C     -   433,231.77  1,530,893.47   sFT  0.99991374   -0 11 19.0
 CX1672;UTM  13      - 3,562,684.450   348,794.414   MT  0.99988195   -0 51 16.9
 CX1672
 CX1672!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1672!SPC NM C     -   0.99974612  x   0.99991374  =   0.99965989
 CX1672!UTM  13      -   0.99974612  x   0.99988195  =   0.99962810
 CX1672
 CX1672|---------------------------------------------------------------------|
 CX1672| PID    Reference Object                     Distance      Geod. Az  |
 CX1672|                                                           dddmmss.s |
 CX1672| CC6098 BISHOP RM 1                           4.762 METERS 04855     |
 CX1672| CX1678 DONA ANA TANK                       APPROX.10.6 KM 1145420.4 |
 CX1672| CX1677 DONA ANA CAMERA TARGET              APPROX. 8.4 KM 1242334.6 |
 CX1672| CC6099 BISHOP RM 2                           2.968 METERS 17541     |
 CX1672| CE0702 PHOENIX EL PASO AWY BCN 39          APPROX.44.1 KM 2015451.9 |
 CX1672| CC6097 BISHOP AZ MK                                       2045121.9 |
 CX1672|---------------------------------------------------------------------|
 CX1672
 CX1672                          SUPERSEDED SURVEY CONTROL
 CX1672
 CX1672  NAD 83(1986)-  32 11 25.97439(N)    106 36 14.57996(W) AD(       ) 1
 CX1672  NAD 27      -  32 11 25.63300(N)    106 36 12.59900(W) AD(       ) 1
 CX1672  NGVD 29 (07/19/86) 1640.3    (m)         5382.     (f) VERT ANG       
 CX1672
 CX1672.Superseded values are not recommended for survey control.
 CX1672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1672.See file dsdata.txt to determine how the superseded data were derived.
 CX1672
 CX1672_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR4879462684(NAD 83)
 CX1672_MARKER: DD = SURVEY DISK
 CX1672_SETTING: 66 = SET IN ROCK OUTCROP
 CX1672_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 CX1672
 CX1672  HISTORY     - Date     Condition        Report By
 CX1672  HISTORY     - 1936     MONUMENTED       CGS
 CX1672  HISTORY     - 1940     GOOD             USGS
 CX1672  HISTORY     - 1943     GOOD             CGS
 CX1672  HISTORY     - 1945     GOOD             CGS
 CX1672  HISTORY     - 1946     GOOD             CGS
 CX1672  HISTORY     - 1955     GOOD             AMS
 CX1672  HISTORY     - 1966     GOOD             CGS
 CX1672
 CX1672                          STATION DESCRIPTION
 CX1672
 CX1672'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (WRP)
 CX1672'ABOUT 5.5 MILES E OF MESQUITE, ON A VERY PROMINENT AND SHARP
 CX1672'PEAK, LOCALLY KNOWN AS BISHOPS CAP AND SHOWN AS PYRAMID PEAK
 CX1672'ON THE UNITED STATES GEOLOGICAL SURVEY TOPOGRAPHICAL MAP, 50
 CX1672'FEET FROM THE N EDGE, 40 FEET FROM THE S EDGE, AND ABOUT 10
 CX1672'FEET FROM THE E AND W EDGES.  THE PEAK IS BARE OF VEGETATION.
 CX1672'
 CX1672'THE STATION MARK IS A BRONZE DISK SET IN A DEPRESSION IN ROCK.
 CX1672'
 CX1672'THE AZIMUTH AND REFERENCE MARKS ARE BRONZE DISKS.
 CX1672'
 CX1672'REFERENCE MARK 1 IS 4.749 METERS (15.58 FEET) FROM THE STATION.
 CX1672'REFERENCE MARK 2 IS 2.962 METERS
 CX1672'(9.72 FEET) FROM THE STATION.
 CX1672'
 CX1672'THE AZIMUTH MARK IS 20 FEET E OF A ROAD, AND APPROXIMATELY
 CX1672'2.0 MILES FROM THE STATION S 24 DEG 51 MIN W.
 CX1672
 CX1672                          STATION RECOVERY (1940)
 CX1672
 CX1672'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1940 (TTR)
 CX1672'STATION MARK--STANDARD USC AND GS DISK, STAMPED ---BISHOP 1936---,
 CX1672'SET IN BEDROCK.
 CX1672
 CX1672                          STATION RECOVERY (1943)
 CX1672
 CX1672'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (EHB)
 CX1672'ALL MARKS RECOVERED AND FOUND TO BE IN GOOD CONDITION.  NEW
 CX1672'DESCRIPTION FOLLOWS--
 CX1672'
 CX1672'TO REACH FROM THE H.M. RAMOS GROCERY AND CONOCO FILLING STATION
 CX1672'IN MESQUITE, GO E ON GRAVEL ROAD FOR 0.2 MILE TO A CANAL BRIDGE
 CX1672'AND CROSS-ROAD.  CONTINUE STRAIGHT AHEAD 0.95 MILE TO ROAD FORKS,
 CX1672'TAKE LEFT FORK AND PROCEED ALONG THE W SIDE OF A FENCE FOR
 CX1672'0.5 MILE TO A WIRE GATE WHICH IS AT A POINT WHERE ROAD PASSES
 CX1672'UNDER ELECTRIC POWER LINES.  GO THROUGH GATE AND CONTINUE 0.7
 CX1672'MILE TO A WIRE GATE LEADING INTO PARRAS RANCH YARD, PASS ACROSS
 CX1672'YARD E AND GO THROUGH WIRE GATE, TURN SHARP RIGHT AND FOLLOW
 CX1672'ROAD ON E SIDE OF THE FENCE FOR 1.7 MILES TO WHERE ROAD
 CX1672'LEAVES FENCE AND TURNS E.  CONTINUE ON MAIN-TRAVELED ROAD E
 CX1672'FOR 2.4 MILES TO ROAD FORKS, TAKE LEFT FORK AND FOLLOW ROAD
 CX1672'2.1 MILES TO WHERE IT ENDS AT A POWER HOUSE FOR AN AIR
 CX1672'BEACON.  THE POWER HOUSE IS END OF TRUCK TRAVEL.  PACK UP HILL
 CX1672'TO BEACON WHICH IS PLAINLY VISIBLE AND TO WHICH IT IS ABOUT
 CX1672'AN HOUR PACK.  STATION IS 70.2 FEET NNE OF BEACON.
 CX1672'
 CX1672'REFERENCE MARK 1 IS 15.630 FEET NE OF STATION.  IT IS A BRONZE
 CX1672'REFERENCE DISK SET IN BEDROCK FLUSH WITH THE GROUND, AND STAMPED
 CX1672'BISHOP NO 1 1936.
 CX1672'
 CX1672'REFERENCE MARK 2 IS 9.740 FEET S OF STATION.  IT IS A BRONZE
 CX1672'REFERENCE DISK SET IN BEDROCK FLUSH WITH THE GROUND, AND
 CX1672'STAMPED BISHOP NO 2 1936.
 CX1672'
 CX1672'AZIMUTH MARK IS 2.0 MILES SSW OF STATION, 20 FEET E OF ROAD,
 CX1672'2 FEET N OF WHITE WITNESS POST.  IT IS A BRONZE AZIMUTH DISK
 CX1672'SET IN CONCRETE INSIDE A 4-INCH IRON PIPE CASING AND PROJECTS
 CX1672'6 INCHES ABOVE THE GROUND.  THE DISK IS STAMPED BISHOP 1936.
 CX1672
 CX1672                          STATION RECOVERY (1945)
 CX1672
 CX1672'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (RAM)
 CX1672'STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.
 CX1672'THE PUBLISHED DISTANCES TO THE BEACON (2 ELP-P) AND THE AZIMUTH
 CX1672'MARK WERE NOT AGREED WITH.  NEW DISTANCES ARE GIVEN BELOW.
 CX1672'
 CX1672'THE STATION IS LOCATED ABOUT 5-1/2 MILES, AIRLINE, ENE OF
 CX1672'MESQUITE ON A VERY PROMINENT AND SHARP PEAK, LOCALLY KNOWN AS
 CX1672'BISHOPS CAP.
 CX1672'
 CX1672'TO REACH THE STATION FROM THE H.M. RAMOS GROCERY AND STANDARD
 CX1672'GASOLINE STATION IN MESQUITE, GO E ON A GRAVEL ROAD FOR 0.2
 CX1672'MILE TO A CANAL BRIDGE AND CROSS ROAD.  CONTINUE STRAIGHT AHEAD
 CX1672'FOR 0.9 MILE TO A FORK.  TAKE THE LEFT FORK AND PROCEED ALONG
 CX1672'THE W SIDE OF A FENCE FOR 0.55 MILE TO A WIRE GATE WHICH IS
 CX1672'AT A POINT WHERE THE ROAD PASSES UNDER ELECTRIC POWER LINES.
 CX1672'GO THROUGH THE GATE AND CONTINUE 0.7 MILE TO A WIRE GATE
 CX1672'LEADING INTO A RANCH YARD.  PASS E ACROSS THE YARD AND GO
 CX1672'THROUGH A WIRE GATE.  TURN SHARPLY TO THE RIGHT AND FOLLOW
 CX1672'A ROAD ON THE E SIDE OF THE FENCE FOR 0.3 MILE TO A FORK.
 CX1672'TAKE THE RIGHT FORK AND CONTINUE ALONG THE FENCE FOR 1.4 MILES
 CX1672'TO WHERE THE ROAD LEAVES THE FENCE AND TURNS E.  CONTINUE
 CX1672'ON THE MAIN ROAD E FOR 2.4 MILES TO A FORK.  TAKE THE
 CX1672'LEFT FORK AND GO 1.15 MILES TO THE AZIMUTH MARK ON THE RIGHT
 CX1672'(E).  CONTINUE FOR 1.0 MILE TO THE BEACON POWER HOUSE AND
 CX1672'THE END OF TRUCK TRAVEL.  FROM HERE A TRAIL LEADS UP THE
 CX1672'HILL TO THE BEACON.  THE STATION IS 75.1 FEET NNE OF THE
 CX1672'BEACON.  THE BEACON IS VISIBLE FROM THE END OF TRUCK
 CX1672'TRAVEL.  IT IS A PACK OF 3/4 HOUR.
 CX1672'
 CX1672'THE STATION IS LOCATED ON THE HIGHEST POINT OF THE HILL, 75.1
 CX1672'FEET ENE OF BEACON 2.  IT IS MARKED BY A BRONZE STATION DISK,
 CX1672'STAMPED BISHOP 1936, AND SET IN BEDROCK.
 CX1672'
 CX1672'REFERENCE MARK 1 IS NE OF THE STATION AND ABOUT 3 FEET LOWER.
 CX1672'IT IS MARKED BY A BRONZE REFERENCE DISK, STAMPED BISHOP NO 1
 CX1672'1936, AND SET IN BEDROCK.
 CX1672'
 CX1672'REFERENCE MARK 2 IS S OF THE STATION AND ABOUT 1/2 FOOT LOWER.
 CX1672'IT IS MARKED BY A BRONZE REFERENCE DISK, STAMPED BISHOP NO 2
 CX1672'1936, AND SET IN BEDROCK.
 CX1672'
 CX1672'AZIMUTH MARK IS LOCATED ABOUT 1 MILE SSW OF THE STATION.  IT
 CX1672'IS 19 FEET E OF THE CENTER OF THE TRACK ROAD MENTIONED ABOVE,
 CX1672'AND 32 INCHES N OF A WHITE WITNESS POST.  IT IS MARKED BY A
 CX1672'BRONZE AZIMUTH DISK, STAMPED BISHOP 1936, AND SET IN CEMENT
 CX1672'IN THE TOP OF A 4-INCH IRON PIPE WHICH PROJECTS 6 INCHES
 CX1672'ABOVE THE GROUND.
 CX1672
 CX1672                          STATION RECOVERY (1946)
 CX1672
 CX1672'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (EFH)
 CX1672'ABOUT 5.5 MILES E OF MESQUITE, ON HIGHEST POINT OF PEAK LOCALLY
 CX1672'KNOWN AS BISHOPS CAP AND PYRAMID PEAK.
 CX1672'
 CX1672'STATION MARK AND BOTH REFERENCE MARKS ARE BRONZE DISKS SET
 CX1672'IN ROCK OUTCROP.  AZIMUTH MARK IS A BRONZE DISK SET IN CONCRETE
 CX1672'IN 4 INCH IRON PIPE PROJECTING 6 INCHES ABOVE THE GROUND.
 CX1672'
 CX1672'STATION MARK IS STAMPED BISHOP 1936.
 CX1672'
 CX1672'REFERENCE MARK 1 IS NE OF STATION, 4.762 METERS, STAMPED BISHOP
 CX1672'NO. 1 1936.
 CX1672'
 CX1672'REFERENCE MARK 2 IS S OF STATION, 2.968 METERS, STAMPED BISHOP
 CX1672'NO. 2 1936.  THE STATION IS 22.865 METERS FROM ORANGE AND WHITE
 CX1672'STEEL-LATTICEWORK AIR BEACON.
 CX1672'
 CX1672'TO REACH FROM CHEVRON FILLING STATION IN MESQUITE, GO E ON
 CX1672'GRAVEL ROAD, 0.2 MILE TO A CANAL BRIDGE, CROSS BRIDGE, CONTINUE
 CX1672'STRAIGHT AHEAD 0.95 MILE TO FORKS, TAKE THE LEFT FORK FOR 0.5
 CX1672'MILE TO GATE, GO THROUGH GATE, CONTINUE 0.7 MILE TO GATE LEADING
 CX1672'INTO RANCHYARD, CONTINUE THROUGH YARD THROUGH ANOTHER GATE, TURN
 CX1672'RIGHT AND FOLLOW ROAD ON E SIDE OF FENCE FOR 1.7 MILES WHERE
 CX1672'ROAD LEAVES FENCE, CONTINUE MAIN ROAD E FOR 2.4 MILES TO FORKS,
 CX1672'TAKE LEFT FORK AND FOLLOW ROAD FOR 2.1 MILES TO POWERHOUSE FOR
 CX1672'AIR BEACON.  FROM POWERHOUSE FOLLOW PAINT-MARKED TRAIL TO
 CX1672'BEACON.  STATION IS 22.865 METERS NNE OF BEACON.
 CX1672
 CX1672                          STATION RECOVERY (1955)
 CX1672
 CX1672'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1955
 CX1672'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.  IT IS 10.9
 CX1672'FEET SW OF SMALL BUSH.  37.3 FEET ENE OF SHARP JUTTING ROCK.
 CX1672'19.8 FEET SW OF SHARP JUTTING ROCK.  39.5 FEET SE OF SMALL
 CX1672'SADDLE.  AND 75 FEET N OF CENTER OF BISHOP BEACON.
 CX1672
 CX1672                          STATION RECOVERY (1966)
 CX1672
 CX1672'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JCC)
 CX1672'STATION MARK, REFERENCE MARK 1 AND REFERENCE MARK 2 WERE
 CX1672'RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.  THE
 CX1672'AZIMUTH MARK WAS NOT SEARCHED FOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1673 ***********************************************************************
 CX1673  DESIGNATION -  BISHOPS CAP MTN
 CX1673  PID         -  CX1673
 CX1673  STATE/COUNTY-  NM/DONA ANA
 CX1673  USGS QUAD   -  BISHOP CAP (1994)
 CX1673
 CX1673                         *CURRENT SURVEY CONTROL
 CX1673  ___________________________________________________________________
 CX1673* NAD 83(1992)-  32 11 22.41181(N)    106 36 11.26253(W)     ADJUSTED  
 CX1673* NAVD 88     -                                                        
 CX1673  ___________________________________________________________________
 CX1673  LAPLACE CORR-           2.80  (seconds)                    DEFLEC99
 CX1673  GEOID HEIGHT-         -23.55  (meters)                     GEOID03
 CX1673
 CX1673  HORZ ORDER  -  THIRD
 CX1673
 CX1673.The horizontal coordinates were established by classical geodetic methods
 CX1673.and adjusted by the National Geodetic Survey in December 1993..
 CX1673
 CX1673
 CX1673.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1673
 CX1673.The geoid height was determined by GEOID03.
 CX1673
 CX1673;                    North         East     Units Scale Factor Converg.
 CX1673;SPC NM C     -   131,939.471   466,703.852   MT  0.99991367   -0 11 17.2
 CX1673;SPC NM C     -   432,871.41  1,531,177.55   sFT  0.99991367   -0 11 17.2
 CX1673;UTM  13      - 3,562,573.616   348,879.717   MT  0.99988164   -0 51 15.1
 CX1673
 CX1673                          SUPERSEDED SURVEY CONTROL
 CX1673
 CX1673  NAD 83(1986)-  32 11 22.41538(N)    106 36 11.26080(W) AD(       ) 4
 CX1673  NAD 27      -  32 11 22.08002(N)    106 36 09.28382(W) AD(       ) 3
 CX1673
 CX1673.Superseded values are not recommended for survey control.
 CX1673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1673.See file dsdata.txt to determine how the superseded data were derived.
 CX1673
 CX1673_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR4888062574(NAD 83)
 CX1673_MARKER: 03 = MOUNTAIN PEAK
 CX1673
 CX1673  HISTORY     - Date     Condition        Report By
 CX1673  HISTORY     - 1934     FIRST OBSERVED   CGS
 CX1673
 CX1673                          STATION DESCRIPTION
 CX1673
 CX1673'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (LCJ)
 CX1673'THIS MOUNTAIN IS CALLED PYRAMID PEAK BY THE U.S. GEOLOGICAL
 CX1673'SURVEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1815 ***********************************************************************
 CX1815  DESIGNATION -  BISSELL
 CX1815  PID         -  CX1815
 CX1815  STATE/COUNTY-  NM/DONA ANA
 CX1815  USGS QUAD   -  SLEEPING LADY HILLS (1985)
 CX1815
 CX1815                         *CURRENT SURVEY CONTROL
 CX1815  ___________________________________________________________________
 CX1815* NAD 83(1992)-  32 20 12.29035(N)    107 06 58.75529(W)     ADJUSTED  
 CX1815* NAVD 88     -      1416.     (meters)    4646.     (feet)  SCALED    
 CX1815  ___________________________________________________________________
 CX1815  LAPLACE CORR-           0.52  (seconds)                    DEFLEC99
 CX1815  GEOID HEIGHT-         -23.93  (meters)                     GEOID03
 CX1815
 CX1815  HORZ ORDER  -  THIRD
 CX1815
 CX1815.The horizontal coordinates were established by classical geodetic methods
 CX1815.and adjusted by the National Geodetic Survey in December 1993..
 CX1815
 CX1815.The orthometric height was scaled from a topographic map.
 CX1815
 CX1815.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1815
 CX1815.The geoid height was determined by GEOID03.
 CX1815
 CX1815;                    North         East     Units Scale Factor Converg.
 CX1815;SPC NM C     -   148,534.925   418,446.036   MT  0.99998199   -0 27 48.3
 CX1815;SPC NM C     -   487,318.33  1,372,851.70   sFT  0.99998199   -0 27 48.3
 CX1815;UTM  13      - 3,579,730.794   300,816.704   MT  1.00008927   -1 07 56.6
 CX1815
 CX1815!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1815!SPC NM C     -   0.99978153  x   0.99998199  =   0.99976353
 CX1815!UTM  13      -   0.99978153  x   1.00008927  =   0.99987078
 CX1815
 CX1815:                Primary Azimuth Mark                     Grid Az
 CX1815:SPC NM C     -  LONGVIEW                                 200 03 17.8
 CX1815:UTM  13      -  LONGVIEW                                 200 43 26.1
 CX1815
 CX1815|---------------------------------------------------------------------|
 CX1815| PID    Reference Object                     Distance      Geod. Az  |
 CX1815|                                                           dddmmss.s |
 CX1815| CX1834 LONGVIEW                            APPROX.10.7 KM 1993529.5 |
 CX1815|---------------------------------------------------------------------|
 CX1815
 CX1815                          SUPERSEDED SURVEY CONTROL
 CX1815
 CX1815  NAD 83(1986)-  32 20 12.29350(N)    107 06 58.75905(W) AD(       ) 3
 CX1815  NAD 27      -  32 20 11.97177(N)    107 06 56.70478(W) AD(       ) 3
 CX1815
 CX1815.Superseded values are not recommended for survey control.
 CX1815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1815.See file dsdata.txt to determine how the superseded data were derived.
 CX1815
 CX1815_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR0081779731(NAD 83)
 CX1815_MARKER: DD = SURVEY DISK
 CX1815_SETTING: 66 = SET IN ROCK OUTCROP
 CX1815_SP_SET: SET IN ROCK OUTCROP
 CX1815_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CX1815+STABILITY: POSITION/ELEVATION WELL
 CX1815
 CX1815  HISTORY     - Date     Condition        Report By
 CX1815  HISTORY     - 1940     MONUMENTED       USGS
 CX1815
 CX1815                          STATION DESCRIPTION
 CX1815
 CX1815'DESCRIBED BY US GEOLOGICAL SURVEY 1940
 CX1815'STATION IS LOCATED IN NE. 1/4 OF SEC. 2, T 23 S, R 3 W, ABOUT 1 MI.
 CX1815'SE. OF BISSELL COW CAMP, AT CANDLER TANK.
 CX1815'
 CX1815'STATION IS BEST REACHED FROM THE JUNCTION OF U.S. HIGHWAYS 80, 85 AND
 CX1815'90 W., ON HIGHWAY 80, 11.6 MI., THENCE N. 3.2 MI. TO BISSELLS RANCH
 CX1815'HEADQUARTERS, THEN W. ON RANCH RD. 7.5 MI.  STATION IS 0.4 MI. S.
 CX1815'
 CX1815'STATION MARK--STANDARD BRONZE TABLET CEMENTED IN SOLID ROCK, STAMPED
 CX1815'---BISSELL R 1940---.
 CX1815'
 CX1815'REFERENCE MARK NO. 1--STANDARD BRONZE REFERENCE TABLET CEMENTED IN
 CX1815'SOLID ROCK, STAMPED ---NO. 1---.  DISTANT FROM STATION MARK 20.0
 CX1815'FT., S 86 DEG 55 MIN W.
 CX1815'
 CX1815'REFERENCE MARK NO. 2--STANDARD REFERENCE TABLET CEMENTED IN SOLID
 CX1815'ROCK, STAMPED ---NO. 2---.  DISTANT FROM STATION MARK 68.3 FT.,
 CX1815'N 00 DEG 46 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0544 ***********************************************************************
 GN0544  DESIGNATION -  BIXLER
 GN0544  PID         -  GN0544
 GN0544  STATE/COUNTY-  NM/RIO ARRIBA
 GN0544  USGS QUAD   -  ESPINOSA RANCH (1995)
 GN0544
 GN0544                         *CURRENT SURVEY CONTROL
 GN0544  ___________________________________________________________________
 GN0544* NAD 83(1992)-  36 45 42.13413(N)    107 17 06.48909(W)     ADJUSTED  
 GN0544* NAVD 88     -      2357.0    (meters)    7733.     (feet)  VERTCON   
 GN0544  ___________________________________________________________________
 GN0544  LAPLACE CORR-           5.51  (seconds)                    DEFLEC99
 GN0544  GEOID HEIGHT-         -19.75  (meters)                     GEOID03
 GN0544
 GN0544  HORZ ORDER  -  SECOND
 GN0544
 GN0544.The horizontal coordinates were established by classical geodetic methods
 GN0544.and adjusted by the National Geodetic Survey in December 1993..
 GN0544
 GN0544.The NAVD 88 height was computed by applying the VERTCON shift value to
 GN0544.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GN0544
 GN0544.The Laplace correction was computed from DEFLEC99 derived deflections.
 GN0544
 GN0544.The geoid height was determined by GEOID03.
 GN0544
 GN0544;                    North         East     Units Scale Factor Converg.
 GN0544;SPC NM C     -   639,527.409   407,581.895   MT  1.00000519   -0 37 10.4
 GN0544;SPC NM C     - 2,098,182.84  1,337,208.27   sFT  1.00000519   -0 37 10.4
 GN0544;UTM  13      - 4,070,873.035   296,029.388   MT  1.00011258   -1 22 05.2
 GN0544
 GN0544!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GN0544!SPC NM C     -   0.99963333  x   1.00000519  =   0.99963852
 GN0544!UTM  13      -   0.99963333  x   1.00011258  =   0.99974587
 GN0544
 GN0544|---------------------------------------------------------------------|
 GN0544| PID    Reference Object                     Distance      Geod. Az  |
 GN0544|                                                           dddmmss.s |
 GN0544| CD3146 BIXLER RM 1                          22.649 METERS 07335     |
 GN0544| CD3145 BIXLER AZ MK                                       2905212.2 |
 GN0544| CD3147 BIXLER RM 2                          20.999 METERS 32740     |
 GN0544|---------------------------------------------------------------------|
 GN0544
 GN0544                          SUPERSEDED SURVEY CONTROL
 GN0544
 GN0544  NAD 83(1992)-  36 45 42.13251(N)    107 17 06.49388(W) AD(       ) 2
 GN0544  NAD 83(1986)-  36 45 42.13233(N)    107 17 06.49446(W) AD(       ) 2
 GN0544  NAD 27      -  36 45 42.10540(N)    107 17 04.33320(W) AD(       ) 2
 GN0544  NGVD 29 (07/19/86) 2355.8    (m)         7729.     (f) VERT ANG       
 GN0544
 GN0544.Superseded values are not recommended for survey control.
 GN0544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0544.See file dsdata.txt to determine how the superseded data were derived.
 GN0544
 GN0544_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBA9602970873(NAD 83)
 GN0544_MARKER: DS = TRIANGULATION STATION DISK
 GN0544_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GN0544
 GN0544  HISTORY     - Date     Condition        Report By
 GN0544  HISTORY     - 1960     MONUMENTED       CGS
 GN0544
 GN0544                          STATION DESCRIPTION
 GN0544
 GN0544'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (HWK)
 GN0544'THE STATION IS APPROXIMATELY 31 MILES EAST OF BLANCO, 20 MILES
 GN0544'SOUTHWEST OF DULCE AND 4.7 MILES WEST OF VAGUEROS RANGER STATION,
 GN0544'ON THE HIGHEST POINT AND NORTHERN END OF A TIMBERED RIDGE.
 GN0544'
 GN0544'TO REACH THE STATION FROM THE VAGUEROS RANGER STATION ABOUT
 GN0544'21 MILES SOUTHWEST OF DULCE, GO WESTERLY ON STATE HIGHWAY
 GN0544'17 FOR 0.1 MILE TO A SIDE ROAD ON THE RIGHT.  TURN RIGHT AND
 GN0544'GO 1.45 MILES TO ROAD FORK AND A WIRE GATE ON THE LEFT.  BEAR
 GN0544'RIGHT AND CONTINUE ON THE MAIN DIRT ROAD FOR 0.95 MILE TO FORK.
 GN0544'BEAR LEFT AND CONTINUE ON THE MAIN ROAD UPHILL FOR 0.7 MILE TO
 GN0544'FORK AND SIGN MESTENAS MESA-CARRACAS MESA.  BEAR LEFT AS PER
 GN0544'SIGN MESTENAS MESA AND GO 3.75 MILES TO THE TOP OF SUMMIT AND
 GN0544'A TRACK ROAD ON THE RIGHT.  TURN RIGHT AND GO WEST FOR 0.05
 GN0544'MILE TO A TRACK ROAD ON THE RIGHT.  TURN RIGHT AND GO 0.15
 GN0544'MILE TO A REVERSE Y.  TURN LEFT AND GO SOUTHWEST FOR 0.1
 GN0544'MILE TO THE CREST OF THE NORTH-SOUTH RIDGE.  TURN RIGHT AND GO
 GN0544'NORTH ON THE TOP OF RIDGE FOR 0.1 MILE TO THE NORTH END OF THE
 GN0544'RIDGE AND THE STATION.
 GN0544'
 GN0544'STATION MARKS ARE STANDARD DISKS STAMPED BIXLER 1960.  THE
 GN0544'SURFACE DISK IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS
 GN0544'5 INCHES.  IT IS 44 FEET SOUTH OF A 24 INCH PINE TREE WITH
 GN0544'A TRIANGLE BLAZE ON THE SOUTH SIDE AND 3 FEET NORTH OF A METAL
 GN0544'WITNESS POST.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR
 GN0544'MASS OF CONCRETE 30 INCHES BELOW THE SURFACE OF THE GROUND.
 GN0544'
 GN0544'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED BIXLER NO 1 1960,
 GN0544'IS CEMENTED IN A DRILL HOLE IN A LARGE BOULDER WHICH PROJECTS
 GN0544'7 FEET ON THE EAST SIDE.  IT IS 55 FEET EAST OF THE 24 INCH PINE
 GN0544'TREE AND IS ABOUT 4 FEET LOWER THAN THE STATION.
 GN0544'
 GN0544'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED BIXLER NO 2 1960,
 GN0544'IS CEMENTED IN A DRILL HOLE IN A 5 FEET BY 8 FEET BOULDER
 GN0544'WHICH PROJECTS 7 FEET.  IT IS 61 FEET WEST OF THE 24 INCH PINE
 GN0544'TREE AND IS ABOUT THE SAME ELEVATION AS THE STATION.
 GN0544'
 GN0544'AZIMUTH MARK, A STANDARD DISK STAMPED BIXLER 1960, IS SET IN
 GN0544'A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.  IT IS 28
 GN0544'FEET EAST OF THE CENTER OF A BLADED ROAD AND 2 FEET SOUTH OF
 GN0544'A METAL WITNESS POST.
 GN0544'
 GN0544'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH 0.1 MILE
 GN0544'TO A CROSSROAD.  TURN RIGHT AND GO 0.2 MILE TO A CROSSROAD.
 GN0544'TURN RIGHT AND GO 0.05 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 GN0544'
 GN0544'NOTE--REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
 GN0544'
 GN0544'HEIGHT OF LIGHT ABOVE STATION MARK 18 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0879 ***********************************************************************
 DR0879  DESIGNATION -  BL 23
 DR0879  PID         -  DR0879
 DR0879  STATE/COUNTY-  NM/CHAVES
 DR0879  USGS QUAD   -  ROSWELL SOUTH (1975)
 DR0879
 DR0879                         *CURRENT SURVEY CONTROL
 DR0879  ___________________________________________________________________
 DR0879* NAD 83(1992)-  33 18 25.89615(N)    104 32 14.82276(W)     ADJUSTED  
 DR0879* NAVD 88     -      1117.     (meters)    3665.     (feet)  SCALED    
 DR0879  ___________________________________________________________________
 DR0879  LAPLACE CORR-          -2.13  (seconds)                    DEFLEC99
 DR0879  GEOID HEIGHT-         -23.10  (meters)                     GEOID03
 DR0879
 DR0879  HORZ ORDER  -  SECOND
 DR0879
 DR0879.This mark is at Roswell Industrial Air Center  (ROW)
 DR0879
 DR0879.The horizontal coordinates were established by classical geodetic methods
 DR0879.and adjusted by the National Geodetic Survey in December 1993..
 DR0879
 DR0879.The orthometric height was scaled from a topographic map.
 DR0879
 DR0879.The Laplace correction was computed from DEFLEC99 derived deflections.
 DR0879
 DR0879.The geoid height was determined by GEOID03.
 DR0879
 DR0879;                    North         East     Units Scale Factor Converg.
 DR0879;SPC NM E     -   255,839.008   145,992.660   MT  0.99991354   -0 06 43.5
 DR0879;SPC NM E     -   839,365.15    478,977.59   sFT  0.99991354   -0 06 43.5
 DR0879;UTM  13      - 3,685,438.716   543,059.251   MT  0.99962286   +0 15 14.4
 DR0879
 DR0879!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR0879!SPC NM E     -   0.99982836  x   0.99991354  =   0.99974192
 DR0879!UTM  13      -   0.99982836  x   0.99962286  =   0.99945129
 DR0879
 DR0879                          SUPERSEDED SURVEY CONTROL
 DR0879
 DR0879  NAD 83(1986)-  33 18 25.90125(N)    104 32 14.81763(W) AD(       ) 2
 DR0879  NAD 27      -  33 18 25.53590(N)    104 32 12.93420(W) AD(       ) 2
 DR0879
 DR0879.Superseded values are not recommended for survey control.
 DR0879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0879.See file dsdata.txt to determine how the superseded data were derived.
 DR0879
 DR0879_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES4305985439(NAD 83)
 DR0879_MARKER: DB = BENCH MARK DISK
 DR0879_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR0879_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DR0879_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR0879_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR0879+STABILITY: SURFACE MOTION
 DR0879
 DR0879  HISTORY     - Date     Condition        Report By
 DR0879  HISTORY     - 1960     MONUMENTED       USE
 DR0879  HISTORY     - 1967     GOOD             CGS
 DR0879  HISTORY     - 1971     POOR             NGS
 DR0879  HISTORY     - 1975     GOOD             NGS
 DR0879  HISTORY     - 1979     GOOD             NGS
 DR0879  HISTORY     - 19960609 POOR             CHANCE
 DR0879
 DR0879                          STATION DESCRIPTION
 DR0879
 DR0879'DESCRIBED BY US ENGINEERS 1960 (CTH)
 DR0879'STATION IS LOCATED ON WALKER AFB ABOUT 3/4 OF A MILE NORTHWEST
 DR0879'OF THE CONTROL TOWER AND ON THE EAST SIDE OF AN ABANDONED
 DR0879'NORTH-SOUTH RUNWAY.
 DR0879'
 DR0879'MARK IS A U.S. ARMY ENGINEERS BENCH MARK DISK SET IN TOP OF AN
 DR0879'8 INCH CYLINDRICAL CONCRETE POST WHICH PROJECT 5 INCHES ABOVE THE
 DR0879'SURFACE.  THE DISK IS STAMPED BL 23 1957.
 DR0879'
 DR0879'STATION WAS CONNECTED TO WALKER 1960 AZIMUTH MARK BY TRAVERSE
 DR0879'AND THE DISTANCE IS 272.08 FT.
 DR0879
 DR0879                          STATION RECOVERY (1967)
 DR0879
 DR0879'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (JMW)
 DR0879'THIS STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 DR0879'
 DR0879'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 4 MI.
 DR0879'SOUTH OF ROSEWELL
 DR0879
 DR0879                          STATION RECOVERY (1971)
 DR0879
 DR0879'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (JVT)
 DR0879'THIS STATION SHOULD BE USED WITH CAUTION.  THE MARK HAS BEEN
 DR0879'HIT BY HEAVY EQUIPMENT AND APPEARS TO HAVE MOVED ABOUT 2 INCHES.
 DR0879'
 DR0879'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 6-1/2
 DR0879'MILES SOUTH OF ROSWELL.
 DR0879
 DR0879                          STATION RECOVERY (1975)
 DR0879
 DR0879'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (JVD)
 DR0879'THIS MARK WAS RECOVERED IN FAIR CONDITION.
 DR0879'
 DR0879'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6-1/2 MILES
 DR0879'SOUTH OF ROSWELL
 DR0879
 DR0879                          STATION RECOVERY (1979)
 DR0879
 DR0879'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (VEN)
 DR0879'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.
 DR0879'
 DR0879'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6.5 MI S OF
 DR0879'ROSWELL.
 DR0879
 DR0879                          STATION RECOVERY (1996)
 DR0879
 DR0879'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (KAL)
 DR0879'RECOVERY NOTE BY CHANCE 1996 RECOVERED AS DESCRIBED - MARK APPEARS TO
 DR0879'HAVE BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE3185 ***********************************************************************
 AE3185  DESIGNATION -  BL 27
 AE3185  PID         -  AE3185
 AE3185  STATE/COUNTY-  NM/CHAVES
 AE3185  USGS QUAD   -  ROSWELL SOUTH (1975)
 AE3185
 AE3185                         *CURRENT SURVEY CONTROL
 AE3185  ___________________________________________________________________
 AE3185* NAD 83(1992)-  33 17 55.67664(N)    104 31 38.98517(W)     ADJUSTED  
 AE3185* NAVD 88     -      1113.1    (meters)    3652.     (feet)  GPS OBS   
 AE3185  ___________________________________________________________________
 AE3185  X           -  -1,338,823.940 (meters)                     COMP
 AE3185  Y           -  -5,166,618.331 (meters)                     COMP
 AE3185  Z           -   3,482,302.541 (meters)                     COMP
 AE3185  LAPLACE CORR-          -2.19  (seconds)                    DEFLEC99
 AE3185  ELLIP HEIGHT-        1090.03  (meters)          (11/13/01) GPS OBS
 AE3185  GEOID HEIGHT-         -23.10  (meters)                     GEOID03
 AE3185
 AE3185  HORZ ORDER  -  THIRD
 AE3185  ELLP ORDER  -  THIRD     CLASS II
 AE3185
 AE3185.This mark is at Roswell Industrial Air Center  (ROW)
 AE3185
 AE3185.The horizontal coordinates were established by GPS observations
 AE3185.and adjusted by the National Geodetic Survey in September 1997..
 AE3185
 AE3185.The orthometric height was determined by GPS observations and a
 AE3185.high-resolution geoid model.
 AE3185
 AE3185.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE3185
 AE3185.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE3185
 AE3185.The ellipsoidal height was determined by GPS observations
 AE3185.and is referenced to NAD 83.
 AE3185
 AE3185.The geoid height was determined by GEOID03.
 AE3185
 AE3185;                    North         East     Units Scale Factor Converg.
 AE3185;SPC NM E     -   254,906.310   146,917.924   MT  0.99991312   -0 06 23.7
 AE3185;SPC NM E     -   836,305.12    482,013.22   sFT  0.99991312   -0 06 23.7
 AE3185;UTM  13      - 3,684,512.216   543,990.185   MT  0.99962386   +0 15 33.9
 AE3185
 AE3185!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE3185!SPC NM E     -   0.99982890  x   0.99991312  =   0.99974203
 AE3185!UTM  13      -   0.99982890  x   0.99962386  =   0.99945282
 AE3185
 AE3185                          SUPERSEDED SURVEY CONTROL
 AE3185
 AE3185  ELLIP H (09/26/97) 1089.99   (m)                       GP(       ) 3 2
 AE3185
 AE3185.Superseded values are not recommended for survey control.
 AE3185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE3185.See file dsdata.txt to determine how the superseded data were derived.
 AE3185
 AE3185_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES4399084512(NAD 83)
 AE3185_MARKER: DS = TRIANGULATION STATION DISK
 AE3185_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE3185_STAMPING: BL 27 ALBUQUERQUE DISTRICT 1968
 AE3185_MARK LOGO: USE   
 AE3185_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE3185_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE3185+STABILITY: SURFACE MOTION
 AE3185_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE3185+SATELLITE: SATELLITE OBSERVATIONS - April 15, 1997
 AE3185
 AE3185  HISTORY     - Date     Condition        Report By
 AE3185  HISTORY     - 1968     MONUMENTED       USE
 AE3185  HISTORY     - 19970415 GOOD             NGS
 AE3185
 AE3185                          STATION DESCRIPTION
 AE3185
 AE3185'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (ED)
 AE3185'RECOVERED IN GOOD CONDITION.  A NEW AND COMPLETE DESCRIPTION FOLLOWS
 AE3185'THE STATION IS LOCATED APPROXIMATELY 8.0 KM (4.95 MI) SOUTH OF THE
 AE3185'CITY OF ROSWELL AT THE ROSWELL INDUSTRIAL AIR CENTER.  OWNERSHIP --
 AE3185'CITY OF ROSWELL, DENNIS YBARRA - AIRPORT MANAGER,PHONE (505) 347-5703
 AE3185'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 70 AND MAIN
 AE3185'STREET (US HIGHWAY 285) IN ROSWELL, PROCEED SOUTH ON MAIN STREET FOR
 AE3185'8.0 KM (4.95 MI) TO THE FORMER WALKER AIR FORCE BASE ENTRANCE.
 AE3185'CONTINUE SOUTHERLY FOR 1.45 KM (0.90 MI) TO A T-JUNCTION.  TURN LEFT
 AE3185'AND GO EAST FOR 0.3 KM (0.20 MI) TO A STREET ON THE RIGHT.  TURN RIGHT
 AE3185'AND GO SOUTH FOR 0.15 KM (0.10 MI) TO THE TERMINAL BUILDING AND GATE
 AE3185'SOUTHWEST OF THE TERMINAL.  PASS THROUGH GATE AND PROCEED SOUTHERLY
 AE3185'ACROSS APRON FOR 0.25 KM (0.15 MI) TO THE JUNCTION WITH TAXIWAY B.
 AE3185'TURN RIGHT AND GO SOUTHWEST ON TAXIWAY B FOR 1.0 KM (0.60 MI) CROSSING
 AE3185'THE APPROACH END OF RUNWAY 30.  BEAR RIGHT AND GO EASTERLY ACROSS OLD
 AE3185'PAVEMENT FOR 0.15 KM (0.10 MI) TO THE CONTROL TOWER AND STATION ON THE
 AE3185'RIGHT IN GRAVEL PARKING LOT.  THE STATION IS A STANDARD CORP OF
 AE3185'ENGINEERS SURVEY DISK SET INTO THE TOP OF A 23.5 CM DIA CONCRETE POST
 AE3185'PROJECTING 13 CM ABOVE GROUND .  THE STATION IS LOCATED 108.7 FT (33.1
 AE3185'M) SOUTHEAST OF THE CONTROL TOWER, 72 FT (21.9 M) SOUTH OF THE
 AE3185'SOUTHEAST CORNER OF A OFFICE BUILDING ADJACENT TO THE TOWER, 39.2 FT
 AE3185'(11.9 M) SOUTH OF A FIRE HYDRANT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0447 ***********************************************************************
 DR0447  DESIGNATION -  BL 3 SITE
 DR0447  PID         -  DR0447
 DR0447  STATE/COUNTY-  NM/CHAVES
 DR0447  USGS QUAD   -  MARLEY DRAW (1962)
 DR0447
 DR0447                         *CURRENT SURVEY CONTROL
 DR0447  ___________________________________________________________________
 DR0447* NAD 83(1986)-  33 43 49.     (N)    104 34 03.     (W)     SCALED    
 DR0447* NAVD 88     -      1206.772  (meters)    3959.22   (feet)  ADJUSTED  
 DR0447  ___________________________________________________________________
 DR0447  GEOID HEIGHT-         -23.28  (meters)                     GEOID03
 DR0447  DYNAMIC HT  -        1205.122 (meters)    3953.80  (feet)  COMP
 DR0447  MODELED GRAV-     979,228.2   (mgal)                       NAVD 88
 DR0447
 DR0447  VERT ORDER  -  SECOND    CLASS 0
 DR0447
 DR0447.The horizontal coordinates were scaled from a topographic map and have
 DR0447.an estimated accuracy of +/- 6 seconds.
 DR0447
 DR0447.The orthometric height was determined by differential leveling
 DR0447.and adjusted by the National Geodetic Survey in June 1991..
 DR0447
 DR0447.The geoid height was determined by GEOID03.
 DR0447
 DR0447.The dynamic height is computed by dividing the NAVD 88
 DR0447.geopotential number by the normal gravity value computed on the
 DR0447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0447.degrees latitude (g = 980.6199 gals.).
 DR0447
 DR0447.The modeled gravity was interpolated from observed gravity values.
 DR0447
 DR0447;                    North         East    Units  Estimated Accuracy
 DR0447;SPC NM E     -   302,770.      143,300.      MT  (+/- 180 meters Scaled)
 DR0447
 DR0447                          SUPERSEDED SURVEY CONTROL
 DR0447
 DR0447  NGVD 29 (??/??/92) 1206.240  (m)         3957.47   (f) ADJ UNCH    2 0
 DR0447
 DR0447.Superseded values are not recommended for survey control.
 DR0447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0447.See file dsdata.txt to determine how the superseded data were derived.
 DR0447
 DR0447_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SET400323(NAD 83)
 DR0447_MARKER: DD = SURVEY DISK
 DR0447_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR0447_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DR0447_STAMPING: T SITE BL-3 1960
 DR0447_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR0447+STABILITY: SURFACE MOTION
 DR0447
 DR0447  HISTORY     - Date     Condition        Report By
 DR0447  HISTORY     - 1960     MONUMENTED       DOD
 DR0447  HISTORY     - 1961     GOOD             NGS
 DR0447
 DR0447                          STATION DESCRIPTION
 DR0447
 DR0447'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 DR0447'23.2 MI NW FROM ROSWELL.
 DR0447'23 MILES NORTHWEST ALONG U.S. HIGHWAY 285 FROM THE COURTHOUSE AT
 DR0447'ROSWELL, THENCE 0.2 MILE EAST ALONG PAVED ROAD TO THE CENTER OF THE
 DR0447'NORTH EDGE OF SITE 9, 26 FEET NORTHEAST OF THE NORTHWEST CORNER OF THE
 DR0447'SECURITY FENCE, 22 FEET SOUTH OF A FENCE, SET IN TOP OF A SQUARE
 DR0447'CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0008 ***********************************************************************
 DR0008  DESIGNATION -  BL 4
 DR0008  PID         -  DR0008
 DR0008  STATE/COUNTY-  NM/CHAVES
 DR0008  USGS QUAD   -  ELKINS (1982)
 DR0008
 DR0008                         *CURRENT SURVEY CONTROL
 DR0008  ___________________________________________________________________
 DR0008* NAD 83(1986)-  33 41 13.     (N)    104 04 29.     (W)     SCALED    
 DR0008* NAVD 88     -      1222.892  (meters)    4012.10   (feet)  ADJUSTED  
 DR0008  ___________________________________________________________________
 DR0008  GEOID HEIGHT-         -23.15  (meters)                     GEOID03
 DR0008  DYNAMIC HT  -        1221.239 (meters)    4006.68  (feet)  COMP
 DR0008  MODELED GRAV-     979,243.1   (mgal)                       NAVD 88
 DR0008
 DR0008  VERT ORDER  -  FIRST     CLASS II
 DR0008
 DR0008.The horizontal coordinates were scaled from a topographic map and have
 DR0008.an estimated accuracy of +/- 6 seconds.
 DR0008
 DR0008.The orthometric height was determined by differential leveling
 DR0008.and adjusted by the National Geodetic Survey in June 1991..
 DR0008
 DR0008.The geoid height was determined by GEOID03.
 DR0008
 DR0008.The dynamic height is computed by dividing the NAVD 88
 DR0008.geopotential number by the normal gravity value computed on the
 DR0008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0008.degrees latitude (g = 980.6199 gals.).
 DR0008
 DR0008.The modeled gravity was interpolated from observed gravity values.
 DR0008
 DR0008;                    North         East    Units  Estimated Accuracy
 DR0008;SPC NM E     -   297,970.      188,980.      MT  (+/- 180 meters Scaled)
 DR0008
 DR0008                          SUPERSEDED SURVEY CONTROL
 DR0008
 DR0008  NGVD 29 (??/??/92) 1222.294  (m)         4010.14   (f) ADJ UNCH    1 2
 DR0008
 DR0008.Superseded values are not recommended for survey control.
 DR0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0008.See file dsdata.txt to determine how the superseded data were derived.
 DR0008
 DR0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SET857278(NAD 83)
 DR0008_MARKER: DD = SURVEY DISK
 DR0008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR0008_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DR0008_STAMPING: BL-4 J SITE 1960
 DR0008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR0008+STABILITY: SURFACE MOTION
 DR0008
 DR0008  HISTORY     - Date     Condition        Report By
 DR0008  HISTORY     - 1960     MONUMENTED       DOD
 DR0008  HISTORY     - 1961     GOOD             NGS
 DR0008
 DR0008                          STATION DESCRIPTION
 DR0008
 DR0008'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 DR0008'1.15 MI SW FROM ELKINS.
 DR0008'0.85 MILE SOUTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 DR0008'FROM THE STATION AT ELKINS, THENCE 0.3 MILE NORTH ALONG SITE 10 ROAD,
 DR0008'78.0 FEET WEST OF CENTERLINE OF SITE ROAD, 69.0 FEET SOUTHEAST OF 10X2
 DR0008'(U.S.C. OF E.) BENCH MARK, SET IN TOP OF A SQUARE CONCRETE POST
 DR0008'PROJECTING 2 INCHES ABOVE THE GROUND AND ABOUT 1 FOOT LOWER THAN ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0530 ***********************************************************************
 DR0530  DESIGNATION -  BL 4
 DR0530  PID         -  DR0530
 DR0530  STATE/COUNTY-  NM/LINCOLN
 DR0530  USGS QUAD   -  SUNSET (1988)
 DR0530
 DR0530                         *CURRENT SURVEY CONTROL
 DR0530  ___________________________________________________________________
 DR0530* NAD 83(1986)-  33 21 17.     (N)    105 02 04.     (W)     SCALED    
 DR0530* NAVD 88     -      1562.500  (meters)    5126.30   (feet)  ADJUSTED  
 DR0530  ___________________________________________________________________
 DR0530  GEOID HEIGHT-         -21.89  (meters)                     GEOID03
 DR0530  DYNAMIC HT  -        1560.230 (meters)    5118.85  (feet)  COMP
 DR0530  MODELED GRAV-     979,129.4   (mgal)                       NAVD 88
 DR0530
 DR0530  VERT ORDER  -  FIRST     CLASS II
 DR0530
 DR0530.The horizontal coordinates were scaled from a topographic map and have
 DR0530.an estimated accuracy of +/- 6 seconds.
 DR0530
 DR0530.The orthometric height was determined by differential leveling
 DR0530.and adjusted by the National Geodetic Survey in October 1996..
 DR0530
 DR0530.The geoid height was determined by GEOID03.
 DR0530
 DR0530.The dynamic height is computed by dividing the NAVD 88
 DR0530.geopotential number by the normal gravity value computed on the
 DR0530.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0530.degrees latitude (g = 980.6199 gals.).
 DR0530
 DR0530.The modeled gravity was interpolated from observed gravity values.
 DR0530
 DR0530;                    North         East    Units  Estimated Accuracy
 DR0530;SPC NM C     -   261,750.      613,130.      MT  (+/- 180 meters Scaled)
 DR0530
 DR0530                          SUPERSEDED SURVEY CONTROL
 DR0530
 DR0530  NGVD 29 (??/??/92) 1561.856  (m)         5124.19   (f) ADJ UNCH    1 2
 DR0530
 DR0530.Superseded values are not recommended for survey control.
 DR0530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0530.See file dsdata.txt to determine how the superseded data were derived.
 DR0530
 DR0530_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDS967906(NAD 83)
 DR0530_MARKER: DD = SURVEY DISK
 DR0530_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR0530_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DR0530_STAMPING: BL-4 SITE B ALT
 DR0530_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR0530+STABILITY: SURFACE MOTION
 DR0530
 DR0530  HISTORY     - Date     Condition        Report By
 DR0530  HISTORY     - UNK      MONUMENTED       DOD
 DR0530  HISTORY     - 1961     GOOD             NGS
 DR0530
 DR0530                          STATION DESCRIPTION
 DR0530
 DR0530'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 DR0530'2.7 MI E FROM RIVERSIDE.
 DR0530'2.5 MILES EAST ALONG U.S. HIGHWAYS 70 AND 380 FROM THE CHEVRON GAS
 DR0530'STATION AT RIVERSIDE, THENCE 0.2 MILE NORTH ALONG A GRAVEL ROAD, 75
 DR0530'FEET EAST OF THE ROAD, 24 FEET SOUTH OF DISK 6X2, 1.0 FOOT BELOW THE
 DR0530'ROAD, SET IN TOP OF A SQUARE CONCRETE POST PROJECTING 4 INCHES ABOVE
 DR0530'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0416 ***********************************************************************
 DR0416  DESIGNATION -  BL 4 D WEST
 DR0416  PID         -  DR0416
 DR0416  STATE/COUNTY-  NM/CHAVES
 DR0416  USGS QUAD   -  PANTHER HILL (1982)
 DR0416
 DR0416                         *CURRENT SURVEY CONTROL
 DR0416  ___________________________________________________________________
 DR0416* NAD 83(1986)-  33 35 59.     (N)    104 34 33.     (W)     SCALED    
 DR0416* NAVD 88     -      1135.629  (meters)    3725.81   (feet)  ADJUSTED  
 DR0416  ___________________________________________________________________
 DR0416  GEOID HEIGHT-         -23.21  (meters)                     GEOID03
 DR0416  DYNAMIC HT  -        1134.083 (meters)    3720.74  (feet)  COMP
 DR0416  MODELED GRAV-     979,236.5   (mgal)                       NAVD 88
 DR0416
 DR0416  VERT ORDER  -  SECOND    CLASS 0
 DR0416
 DR0416.The horizontal coordinates were scaled from a topographic map and have
 DR0416.an estimated accuracy of +/- 6 seconds.
 DR0416
 DR0416.The orthometric height was determined by differential leveling
 DR0416.and adjusted by the National Geodetic Survey in June 1991..
 DR0416
 DR0416.The geoid height was determined by GEOID03.
 DR0416
 DR0416.The dynamic height is computed by dividing the NAVD 88
 DR0416.geopotential number by the normal gravity value computed on the
 DR0416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0416.degrees latitude (g = 980.6199 gals.).
 DR0416
 DR0416.The modeled gravity was interpolated from observed gravity values.
 DR0416
 DR0416;                    North         East    Units  Estimated Accuracy
 DR0416;SPC NM E     -   288,290.      142,490.      MT  (+/- 180 meters Scaled)
 DR0416
 DR0416                          SUPERSEDED SURVEY CONTROL
 DR0416
 DR0416  NGVD 29 (??/??/92) 1135.120  (m)         3724.14   (f) ADJ UNCH    2 0
 DR0416
 DR0416.Superseded values are not recommended for survey control.
 DR0416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0416.See file dsdata.txt to determine how the superseded data were derived.
 DR0416
 DR0416_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SET393178(NAD 83)
 DR0416_MARKER: DD = SURVEY DISK
 DR0416_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR0416_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DR0416_STAMPING: BL-4D WEST 1960
 DR0416_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR0416+STABILITY: SURFACE MOTION
 DR0416
 DR0416  HISTORY     - Date     Condition        Report By
 DR0416  HISTORY     - 1960     MONUMENTED       DOD
 DR0416  HISTORY     - 1961     GOOD             NGS
 DR0416
 DR0416                          STATION DESCRIPTION
 DR0416
 DR0416'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 DR0416'16.7 MI NW FROM ROSWELL.
 DR0416'14.35 MILES NORTH ALONG U.S. HIGHWAY 285 FROM THE COURTHOUSE AT
 DR0416'ROSWELL, THENCE 2.35 MILES WEST ALONG A PAVED ROAD TO SITE 8, 81 FEET
 DR0416'EAST OF THE SOUTHEAST CORNER OF SECURITY FENCE, 83 FT. NORTH OF THE
 DR0416'OUTSIDE FENCE, SET IN TOP OF A SQUARE CONCRETE POST FLUSH WITH THE
 DR0416'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0056 ***********************************************************************
 DR0056  DESIGNATION -  BL 4 H SITE
 DR0056  PID         -  DR0056
 DR0056  STATE/COUNTY-  NM/CHAVES
 DR0056  USGS QUAD   -  ACME (1982)
 DR0056
 DR0056                         *CURRENT SURVEY CONTROL
 DR0056  ___________________________________________________________________
 DR0056* NAD 83(1986)-  33 35 52.     (N)    104 20 27.     (W)     SCALED    
 DR0056* NAVD 88     -      1114.454  (meters)    3656.34   (feet)  ADJUSTED  
 DR0056  ___________________________________________________________________
 DR0056  GEOID HEIGHT-         -23.24  (meters)                     GEOID03
 DR0056  DYNAMIC HT  -        1112.964 (meters)    3651.45  (feet)  COMP
 DR0056  MODELED GRAV-     979,261.6   (mgal)                       NAVD 88
 DR0056
 DR0056  VERT ORDER  -  FIRST     CLASS II
 DR0056
 DR0056.The horizontal coordinates were scaled from a topographic map and have
 DR0056.an estimated accuracy of +/- 6 seconds.
 DR0056
 DR0056.The orthometric height was determined by differential leveling
 DR0056.and adjusted by the National Geodetic Survey in June 1991..
 DR0056
 DR0056.The geoid height was determined by GEOID03.
 DR0056
 DR0056.The dynamic height is computed by dividing the NAVD 88
 DR0056.geopotential number by the normal gravity value computed on the
 DR0056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0056.degrees latitude (g = 980.6199 gals.).
 DR0056
 DR0056.The modeled gravity was interpolated from observed gravity values.
 DR0056
 DR0056;                    North         East    Units  Estimated Accuracy
 DR0056;SPC NM E     -   288,050.      164,300.      MT  (+/- 180 meters Scaled)
 DR0056
 DR0056                          SUPERSEDED SURVEY CONTROL
 DR0056
 DR0056  NGVD 29 (??/??/92) 1113.916  (m)         3654.57   (f) ADJ UNCH    1 2
 DR0056
 DR0056.Superseded values are not recommended for survey control.
 DR0056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0056.See file dsdata.txt to determine how the superseded data were derived.
 DR0056
 DR0056_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SET611177(NAD 83)
 DR0056_MARKER: DD = SURVEY DISK
 DR0056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR0056_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DR0056_STAMPING: BL-4 H SITE 1960
 DR0056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR0056+STABILITY: SURFACE MOTION
 DR0056
 DR0056  HISTORY     - Date     Condition        Report By
 DR0056  HISTORY     - 1960     MONUMENTED       DOD
 DR0056  HISTORY     - 1961     GOOD             NGS
 DR0056
 DR0056                          STATION DESCRIPTION
 DR0056
 DR0056'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 DR0056'0.85 MI SW FROM ACME.
 DR0056'0.6 MILE SOUTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 DR0056'FROM THE STATION AT ACME, THENCE 0.25 MILE NORTH ALONG A GRAVEL ROAD
 DR0056'INTO SITE 1, 90.0 FEET WEST OF THE CENTERLINE OF ROAD INTO SITE, 66.0
 DR0056'FEET EAST OF BLUE R.M. 1, SET IN TOP OF A SQUARE CONCRETE POST
 DR0056'PROJECTING 6 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1462 ***********************************************************************
 CX1462  DESIGNATION -  BL 41
 CX1462  PID         -  CX1462
 CX1462  STATE/COUNTY-  NM/OTERO
 CX1462  USGS QUAD   -  LOST RIVER (1982)
 CX1462
 CX1462                         *CURRENT SURVEY CONTROL
 CX1462  ___________________________________________________________________
 CX1462* NAD 83(1992)-  32 58 42.04344(N)    106 09 30.04619(W)     ADJUSTED  
 CX1462* NAVD 88     -      1251.     (meters)    4104.     (feet)  VERTCON   
 CX1462  ___________________________________________________________________
 CX1462  LAPLACE CORR-           5.10  (seconds)                    DEFLEC99
 CX1462  GEOID HEIGHT-         -22.79  (meters)                     GEOID03
 CX1462
 CX1462  HORZ ORDER  -  FIRST
 CX1462
 CX1462.The horizontal coordinates were established by classical geodetic methods
 CX1462.and adjusted by the National Geodetic Survey in December 1993..
 CX1462
 CX1462.The NAVD 88 height was computed by applying the VERTCON shift value to
 CX1462.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CX1462
 CX1462.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1462
 CX1462.The geoid height was determined by GEOID03.
 CX1462
 CX1462;                    North         East     Units Scale Factor Converg.
 CX1462;SPC NM C     -   219,353.925   508,566.582   MT  0.99990090   +0 02 59.6
 CX1462;SPC NM C     -   719,663.67  1,668,522.19   sFT  0.99990090   +0 02 59.6
 CX1462;UTM  13      - 3,649,481.917   391,762.674   MT  0.99974445   -0 37 50.1
 CX1462
 CX1462!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1462!SPC NM C     -   0.99980727  x   0.99990090  =   0.99970819
 CX1462!UTM  13      -   0.99980727  x   0.99974445  =   0.99955177
 CX1462
 CX1462:                Primary Azimuth Mark                     Grid Az
 CX1462:SPC NM C     -  TRACK 230 OFFSET                         175 55 33.1
 CX1462:UTM  13      -  TRACK 230 OFFSET                         176 36 22.8
 CX1462
 CX1462|---------------------------------------------------------------------|
 CX1462| PID    Reference Object                     Distance      Geod. Az  |
 CX1462|                                                           dddmmss.s |
 CX1462| CX1453 TRACK 230 OFFSET                    APPROX.10.3 KM 1755832.7 |
 CX1462|---------------------------------------------------------------------|
 CX1462
 CX1462                          SUPERSEDED SURVEY CONTROL
 CX1462
 CX1462  NAD 83(1986)-  32 58 42.05094(N)    106 09 30.04863(W) AD(       ) 1
 CX1462  NAD 27      -  32 58 41.74260(N)    106 09 28.07050(W) AD(       ) 1
 CX1462  NGVD 29 (07/19/86) 1250.     (m)         4101.     (f) VERT ANG       
 CX1462
 CX1462.Superseded values are not recommended for survey control.
 CX1462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1462.See file dsdata.txt to determine how the superseded data were derived.
 CX1462
 CX1462_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS9176349482(NAD 83)
 CX1462_MARKER: DS = TRIANGULATION STATION DISK
 CX1462_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX1462_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CX1462_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX1462+STABILITY: SURFACE MOTION
 CX1462
 CX1462  HISTORY     - Date     Condition        Report By
 CX1462  HISTORY     - 1956     MONUMENTED       CGS
 CX1462
 CX1462                          STATION DESCRIPTION
 CX1462
 CX1462'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WRH)
 CX1462'STATION IS LOCATED ABOUT 14 MILES WEST NORTHWEST OF ALAMOGORDO,
 CX1462'ON THE TEST GROUNDS OF HOLLOMAN AIR DEVELOPMENT CENTER.  IT
 CX1462'IS ABOUT 10 MILES NORTH NORTHWEST OF THE MAIN GATE OF HOLLOMAN
 CX1462'AIR FORCE BASE AND 6 MILES NORTH OF TWO PROMINENT ROCKET
 CX1462'LAUNCHING TOWERS.  IT IS TO BE 200.83 FEET WEST OF THE CENTERLINE
 CX1462'OF A 35,000 FT. TEST RAILROAD TRACK AND WAS INSTALLED FOR THE
 CX1462'PURPOSE OF CONSTRUCTING THE TRACK.  IT IS JUST WEST OF THE TOP
 CX1462'OF ONE OF THE PROMINENT SAND DUNES IN THE AREA, AND 1/2 MILE
 CX1462'NORTH OF A DIM GRADED ROAD.  THERE ARE NO REFERENCE OR
 CX1462'AZIMUTH MARKS.
 CX1462'
 CX1462'REACHED FROM THE BASE POST OFFICE BY GOING GENERALLY NORTH AND
 CX1462'WEST ON THE MAIN PAVED ROAD TO THE ROCKET LAUNCHING PLATFORMS,
 CX1462'ABOUT 4-1/2 MILES DISTANT.  THENCE CONTINUE NORTH FOR 0.5
 CX1462'MILE TO A BASE SECURITY GUARD HOUSE AT A FORK IN THE ROAD.
 CX1462'TAKE RIGHT FORK AND CONTINUE NORTH FOR 5 MILES TO A GRADED ROAD
 CX1462'LEFT WHERE A TELEPHONE LINE CROSSES THE PAVED ROAD ON TWO
 CX1462'HIGH POLES ON EACH SIDE.  HERE TURN LEFT AND GO WEST FOR 1.0
 CX1462'MILE TO A TRACK ROAD RIGHT.  THENCE TURN RIGHT AND FOLLOW DIM
 CX1462'TRACK ROAD NORTHWARD FOR 0.5 MILE TO THE TOP OF A SAND DUNE
 CX1462'AND STATION.
 CX1462'
 CX1462'HEIGHT OF LIGHT ABOVE STATION MARK 6.1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0321 ***********************************************************************
 DR0321  DESIGNATION -  BLACK
 DR0321  PID         -  DR0321
 DR0321  STATE/COUNTY-  NM/CHAVES
 DR0321  USGS QUAD   -  HORSESHOE BEND (1988)
 DR0321
 DR0321                         *CURRENT SURVEY CONTROL
 DR0321  ___________________________________________________________________
 DR0321* NAD 83(1992)-  33 22 17.99300(N)    104 53 03.33622(W)     ADJUSTED  
 DR0321* NAVD 88     -      1331.000  (meters)    4366.79   (feet)  ADJUSTED  
 DR0321  ___________________________________________________________________
 DR0321  LAPLACE CORR-          -4.78  (seconds)                    DEFLEC99
 DR0321  GEOID HEIGHT-         -22.41  (meters)                     GEOID03
 DR0321  DYNAMIC HT  -        1329.120 (meters)    4360.62  (feet)  COMP
 DR0321  MODELED GRAV-     979,178.8   (mgal)                       NAVD 88
 DR0321
 DR0321  HORZ ORDER  -  THIRD
 DR0321  VERT ORDER  -  FIRST     CLASS II
 DR0321
 DR0321.The horizontal coordinates were established by classical geodetic methods
 DR0321.and adjusted by the National Geodetic Survey in December 1993..
 DR0321
 DR0321.The orthometric height was determined by differential leveling
 DR0321.and adjusted by the National Geodetic Survey in October 1996..
 DR0321
 DR0321.The Laplace correction was computed from DEFLEC99 derived deflections.
 DR0321
 DR0321.The geoid height was determined by GEOID03.
 DR0321
 DR0321.The dynamic height is computed by dividing the NAVD 88
 DR0321.geopotential number by the normal gravity value computed on the
 DR0321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0321.degrees latitude (g = 980.6199 gals.).
 DR0321
 DR0321.The modeled gravity was interpolated from observed gravity values.
 DR0321
 DR0321;                    North         East     Units Scale Factor Converg.
 DR0321;SPC NM E     -   263,105.893   113,735.420   MT  0.99994148   -0 18 11.0
 DR0321;SPC NM E     -   863,206.58    373,146.96   sFT  0.99994148   -0 18 11.0
 DR0321;SPC NM C     -   263,801.190   627,087.060   MT  1.00009907   +0 45 04.9
 DR0321;SPC NM C     -   865,487.74  2,057,368.13   sFT  1.00009907   +0 45 04.9
 DR0321;UTM  13      - 3,692,496.943   510,766.387   MT  0.99960143   +0 03 49.2
 DR0321
 DR0321!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR0321!SPC NM E     -   0.99979460  x   0.99994148  =   0.99973609
 DR0321!SPC NM C     -   0.99979460  x   1.00009907  =   0.99989365
 DR0321!UTM  13      -   0.99979460  x   0.99960143  =   0.99939611
 DR0321
 DR0321:                Primary Azimuth Mark                     Grid Az
 DR0321:SPC NM E     -  BLACK AZ MK                              129 15 36.4
 DR0321:SPC NM C     -  BLACK AZ MK                              128 12 20.5
 DR0321:UTM  13      -  BLACK AZ MK                              128 53 36.2
 DR0321
 DR0321|---------------------------------------------------------------------|
 DR0321| PID    Reference Object                     Distance      Geod. Az  |
 DR0321|                                                           dddmmss.s |
 DR0321| DR0319 BLACK AZ MK                                        1285725.4 |
 DR0321| DR0320 BLACK RM 1                           13.729 METERS 26510     |
 DR0321| DR0322 BLACK RM 2                           17.758 METERS 35134     |
 DR0321|---------------------------------------------------------------------|
 DR0321
 DR0321                          SUPERSEDED SURVEY CONTROL
 DR0321
 DR0321  NAD 83(1986)-  33 22 17.99662(N)    104 53 03.33415(W) AD(       ) 3
 DR0321  NAD 27      -  33 22 17.65040(N)    104 53 01.43240(W) AD(       ) 3
 DR0321  NGVD 29 (??/??/92) 1330.408  (m)         4364.85   (f) ADJ UNCH    1 2
 DR0321
 DR0321.Superseded values are not recommended for survey control.
 DR0321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0321.See file dsdata.txt to determine how the superseded data were derived.
 DR0321
 DR0321_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES1076692497(NAD 83)
 DR0321_MARKER: DS = TRIANGULATION STATION DISK
 DR0321_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR0321_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DR0321_STAMPING: BLACK 1961
 DR0321_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR0321+STABILITY: SURFACE MOTION
 DR0321
 DR0321  HISTORY     - Date     Condition        Report By
 DR0321  HISTORY     - 1961     MONUMENTED       CGS
 DR0321  HISTORY     - 1961     GOOD             CGS
 DR0321
 DR0321                          STATION DESCRIPTION
 DR0321
 DR0321'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (GWM)
 DR0321'THE STATION IS SITUATED ABOUT 21 MILES WEST OF ROSWELL AND ON
 DR0321'THE EAST SIDE OF THE WEST BOUNDARY FENCE.
 DR0321'
 DR0321'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 70,
 DR0321'285 AND 380 WHICH IS ALSO THE INTERSECTION OF MAIN AND 2ND
 DR0321'AVENUES, IN ROSWELL, DRIVE WEST ALONG U.S. HIGHWAYS 70 AND
 DR0321'380 FOR 21.95 MILES TO THE ENTRANCE ROAD ON THE RIGHT.  TURN
 DR0321'RIGHT AND DRIVE NORTH FOR 0.2 MILE, THENCE TURN LEFT FOR 0.05
 DR0321'MILE TO THE WEST BOUNDARY FENCE AND THE STATION.
 DR0321'
 DR0321'THE SURFACE-STATION MARK, A STANDARD DISK STAMPED BLACK 1961,
 DR0321'IS SET IN THE TOP OF A CONCRETE MONUMENT, 12 INCHES SQUARE
 DR0321'AT THE TOP, PROJECTING 5 INCHES ABOVE THE SURFACE OF THE
 DR0321'GROUND.  IT IS 9.5 FEET EAST OF THE WEST BOUNDARY FENCE AND
 DR0321'2.8 FEET SOUTH OF A SMALL WITNESS POST WITH SIGN.
 DR0321'
 DR0321'THE UNDERGROUND-STATION MARK IS A STANDARD TRAVERSE STATION DISK,
 DR0321'STAMPED BLACK 1961, SET IN THE TOP OF A MASS OF CONCRETE 39
 DR0321'INCHES BELOW THE SURFACE OF THE GROUND.
 DR0321'
 DR0321'REFERENCE MARK 1, A STANDARD DISK STAMPED BLACK NO 1 1961, IS
 DR0321'CEMENTED IN A DRILL HOLE IN THE TOP OF A BOULDER MEASURING 2
 DR0321'FEET IN LENGTH, 15 INCHES IN WIDTH AND PROJECTS 2 INCHES ABOVE
 DR0321'THE SURFACE OF THE GROUND.  IT IS 54 FEET NORTH OF POWERLINE POLE
 DR0321'NUMBER 7, 35.4 FEET WEST OF THE WEST BOUNDARY FENCE AND 17
 DR0321'FEET EAST OF THE CENTER OF THE TRACK ROAD PARALLELING THE
 DR0321'NORTH-SOUTH POWERLINE.
 DR0321'
 DR0321'REFERENCE MARK 2, A STANDARD DISK STAMPED BLACK NO 2 1961, IS
 DR0321'SET IN THE TOP OF A CONCRETE MONUMENT, 12 INCHES SQUARE AT THE
 DR0321'TOP, PROJECTING 8 INCHES ABOVE THE SURFACE OF THE GROUND.
 DR0321'IT IS 0.8 FOOT EAST OF THE WEST BOUNDARY FENCE.
 DR0321'
 DR0321'THE AZIMUTH MARK, A STANDARD DISK STAMPED BLACK 1961, IS SET
 DR0321'IN THE TOP OF A CONCRETE MONUMENT, 12 INCHES SQUARE AT THE
 DR0321'TOP, PROJECTING 6 INCHES ABOVE THE SURFACE OF THE GROUND.
 DR0321'IT IS 125.5 FEET SOUTH OF THE CENTER OF U.S. HIGHWAYS 70 AND
 DR0321'380, 2.5 FEET EAST OF A METAL WITNESS POST WITH SIGN AND 1-FOOT
 DR0321'NORTH OF THE SOUTH HIGHWAY RIGHT-OF-WAY FENCE.
 DR0321'
 DR0321'TO REACH THE AZIMUTH MARK FROM THE INTERSECTION OF THE COMPLEX
 DR0321'ENTRANCE ROAD AND U.S. HIGHWAYS 70 AND 380, DRIVE EAST ON THE
 DR0321'HIGHWAYS FOR 0.15 MILE TO THE MARK ON THE RIGHT.
 DR0321
 DR0321                          STATION RECOVERY (1961)
 DR0321
 DR0321'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 DR0321'17.1 MI W FROM ROSWELL.
 DR0321'16.9 MILES WEST ALONG U.S. HIGHWAYS 70 AND 380 FROM THE N. M. STATE
 DR0321'HIGHWAY DEPARTMENT OFFICE AT ROSWELL, THENCE 0.2 MILE NORTH ALONG A
 DR0321'GRAVEL ROAD, 58.3 FEET SOUTHEAST OF R.M. 2, 45.1 FEET NORTHEAST OF
 DR0321'R.M. 1, 9.5 FEET EAST OF THE WEST BOUNDARY FENCE, 2.8 FEET SOUTH OF A
 DR0321'METAL WITNESS POST WITH SIGN, SET IN TOP OF A SQUARE CONCRETE POST
 DR0321'PROJECTING 5 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS1388 ***********************************************************************
 DS1388  DESIGNATION -  BLACK
 DS1388  PID         -  DS1388
 DS1388  STATE/COUNTY-  NM/SIERRA
 DS1388  USGS QUAD   -  CUTTER (1985)
 DS1388
 DS1388                         *CURRENT SURVEY CONTROL
 DS1388  ___________________________________________________________________
 DS1388* NAD 83(1992)-  33 03 01.18014(N)    107 01 45.47359(W)     ADJUSTED  
 DS1388* NAVD 88     -      1490.1    (meters)    4889.     (feet)  VERTCON   
 DS1388  ___________________________________________________________________
 DS1388  LAPLACE CORR-           0.78  (seconds)                    DEFLEC99
 DS1388  GEOID HEIGHT-         -23.08  (meters)                     GEOID03
 DS1388
 DS1388  HORZ ORDER  -  THIRD
 DS1388  VERT ORDER  -  THIRD ? (See Below)
 DS1388
 DS1388.The horizontal coordinates were established by classical geodetic methods
 DS1388.and adjusted by the National Geodetic Survey in December 1993..
 DS1388
 DS1388.The NAVD 88 height was computed by applying the VERTCON shift value to
 DS1388.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DS1388.The vertical order pertains to the NGVD 29 superseded value.
 DS1388
 DS1388.The Laplace correction was computed from DEFLEC99 derived deflections.
 DS1388
 DS1388.The geoid height was determined by GEOID03.
 DS1388
 DS1388;                    North         East     Units Scale Factor Converg.
 DS1388;SPC NM W     -   227,623.736   905,091.726   MT  0.99998617   +0 26 18.7
 DS1388;SPC NM W     -   746,795.54  2,969,455.10   sFT  0.99998617   +0 26 18.7
 DS1388;UTM  13      - 3,658,696.754   310,522.938   MT  1.00004268   -1 06 25.4
 DS1388
 DS1388!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS1388!SPC NM W     -   0.99976973  x   0.99998617  =   0.99975590
 DS1388!UTM  13      -   0.99976973  x   1.00004268  =   0.99981240
 DS1388
 DS1388:                Primary Azimuth Mark                     Grid Az
 DS1388:SPC NM W     -  CORRAL                                   197 22 39.7
 DS1388:UTM  13      -  CORRAL                                   198 55 23.8
 DS1388
 DS1388|---------------------------------------------------------------------|
 DS1388| PID    Reference Object                     Distance      Geod. Az  |
 DS1388|                                                           dddmmss.s |
 DS1388| CX1761 CORRAL                              APPROX.10.3 KM 1974858.4 |
 DS1388|---------------------------------------------------------------------|
 DS1388
 DS1388                          SUPERSEDED SURVEY CONTROL
 DS1388
 DS1388  NAD 83(1986)-  33 03 01.18808(N)    107 01 45.47895(W) AD(       ) 3
 DS1388  NAD 27      -  33 03 00.92278(N)    107 01 43.40543(W) AD(       ) 3
 DS1388  NGVD 29 (07/19/86) 1489.5    (m)         4887.     (f) LEVELING    3  
 DS1388
 DS1388.Superseded values are not recommended for survey control.
 DS1388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS1388.See file dsdata.txt to determine how the superseded data were derived.
 DS1388
 DS1388_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS1052358697(NAD 83)
 DS1388_MARKER: DD = SURVEY DISK
 DS1388_SETTING: 66 = SET IN ROCK OUTCROP
 DS1388_SP_SET: SET IN ROCK OUTCROP
 DS1388_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DS1388+STABILITY: POSITION/ELEVATION WELL
 DS1388
 DS1388  HISTORY     - Date     Condition        Report By
 DS1388  HISTORY     - 1956     MONUMENTED       USGS
 DS1388
 DS1388                          STATION DESCRIPTION
 DS1388
 DS1388'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 DS1388'LOCATED ON A PROMINENT BLACK MOUNTAIN 8.0 MI. S. OF ENGLE,
 DS1388'NEW MEXICO, A SMALL TOWN ON THE SANTA FE RAILROAD, AND ABOUT 0.6 MI.
 DS1388'W. OF RAILROAD TRACKS.
 DS1388'
 DS1388'TO REACH FROM ENGLE, NEW MEXICO, GO S. ALONG A GRADED RD. ON E. SIDE
 DS1388'OF TRACKS FOR 7.6 MI. TO A Y-RD., TURN RIGHT ACROSS RAILROAD TRACKS,
 DS1388'THENCE S. ALONG TRACK RD. 0.8 MI. TO AN OLD CONCRETE BUILDING, ABOUT
 DS1388'500 FT. W. OF TRACK RD., AND END OF TRUCK TRAVEL.  PACK SW. TO HIGHEST
 DS1388'PART OF MTN. AND STATION SITE (10 MINUTES).
 DS1388'
 DS1388'STATION MARK--A STANDARD TABLET CEMENTED IN ROCK OUTCROP, 26 FT. W.
 DS1388'OF HIGHEST PART, STAMPED ---BLACK 1956---.
 DS1388'
 DS1388'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1369 ***********************************************************************
 FO1369  DESIGNATION -  BLACK
 FO1369  PID         -  FO1369
 FO1369  STATE/COUNTY-  NM/BERNALILLO
 FO1369  USGS QUAD   -  LOS GRIEGOS (1990)
 FO1369
 FO1369                         *CURRENT SURVEY CONTROL
 FO1369  ___________________________________________________________________
 FO1369* NAD 83(1992)-  35 11 44.91570(N)    106 40 35.44507(W)     ADJUSTED  
 FO1369* NAVD 88     -      1589.8    (meters)    5216.     (feet)  VERTCON   
 FO1369  ___________________________________________________________________
 FO1369  LAPLACE CORR-           2.35  (seconds)                    DEFLEC99
 FO1369  GEOID HEIGHT-         -21.29  (meters)                     GEOID03
 FO1369
 FO1369  HORZ ORDER  -  FIRST
 FO1369
 FO1369.The horizontal coordinates were established by classical geodetic methods
 FO1369.and adjusted by the National Geodetic Survey in December 1993..
 FO1369
 FO1369.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1369.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1369
 FO1369.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1369
 FO1369.The geoid height was determined by GEOID03.
 FO1369
 FO1369;                    North         East     Units Scale Factor Converg.
 FO1369;SPC NM C     -   465,378.981   461,161.196   MT  0.99991858   -0 14 45.0
 FO1369;SPC NM C     - 1,526,830.87  1,512,993.02   sFT  0.99991858   -0 14 45.0
 FO1369;UTM  13      - 3,896,045.234   347,373.422   MT  0.99988709   -0 57 59.3
 FO1369
 FO1369!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1369!SPC NM C     -   0.99975385  x   0.99991858  =   0.99967245
 FO1369!UTM  13      -   0.99975385  x   0.99988709  =   0.99964097
 FO1369
 FO1369:                Primary Azimuth Mark                     Grid Az
 FO1369:SPC NM C     -  BLACK 2 RM 4                             002 12 45.5
 FO1369:UTM  13      -  BLACK 2 RM 4                             002 55 59.8
 FO1369
 FO1369|---------------------------------------------------------------------|
 FO1369| PID    Reference Object                     Distance      Geod. Az  |
 FO1369|                                                           dddmmss.s |
 FO1369| FO1403 BLACK 2 RM 4                        APPROX. 1.1 KM 0015800.5 |
 FO1369| FO1106 ALAMEDA RAD KOB WEST MAST           APPROX. 5.9 KM 0825225.6 |
 FO1369| FO1122 ALAMEDA RAD KOB TALLER MAST         APPROX. 6.0 KM 0825721.4 |
 FO1369| FO1011 SANDIA MTNS LOT                     APPROX.20.5 KM 0832404.5 |
 FO1369| FO1160 ALAMEDA NAZARETH HOS CUP CROSS      APPROX. 6.9 KM 0953644.2 |
 FO1369| FO1112 ALAMEDA NATIVITY CH N SPIRE         APPROX. 5.5 KM 0982434.5 |
 FO1369| FO1113 ALAMEDA NATIVITY CH S SPIRE         APPROX. 5.5 KM 0983106.6 |
 FO1369| CD3150 BLACK RM 1                           13.240 METERS 13853     |
 FO1369| FO1190 ALBUQUERQUE VET HOSP S TK           APPROX.18.0 KM 1513513.6 |
 FO1369| FO1332 ALBUQUERQUE HILTON HTL SIGN         APPROX.12.5 KM 1684248.8 |
 FO1369| FO1333 ALBUQUERQUE SANTA FE RR YD STK      APPROX.13.8 KM 1694154.1 |
 FO1369| FO1311 ALBUQUERQUE SAN FELIPE SCHOOL       APPROX.11.3 KM 1763112.8 |
 FO1369| FO1295 ALBUQUERQUE RAD KGGM MAST           APPROX.13.1 KM 1821444.7 |
 FO1369| CD3151 BLACK RM 2                           14.286 METERS 23511     |
 FO1369| CD3148 BLACK AZ MK                                        2821009.6 |
 FO1369| CD3149 BLACK AZ MK 2                                      3060342.1 |
 FO1369| FO1404 BLACK 2 AZ MK                       APPROX. 0.5 KM 3082020.2 |
 FO1369| FO1370 RIO RANCHO ESTATES WATER TANK       APPROX. 4.8 KM 3575155.0 |
 FO1369|---------------------------------------------------------------------|
 FO1369
 FO1369                          SUPERSEDED SURVEY CONTROL
 FO1369
 FO1369  NAD 83(1986)-  35 11 44.92120(N)    106 40 35.44673(W) AD(       ) 1
 FO1369  NAD 27      -  35 11 44.76649(N)    106 40 33.34889(W) AD(       ) 1
 FO1369  NGVD 29 (07/19/86) 1589.0    (m)         5213.     (f) VERT ANG       
 FO1369
 FO1369.Superseded values are not recommended for survey control.
 FO1369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1369.See file dsdata.txt to determine how the superseded data were derived.
 FO1369
 FO1369_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU4737396045(NAD 83)
 FO1369_MARKER: DS = TRIANGULATION STATION DISK
 FO1369_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FO1369
 FO1369  HISTORY     - Date     Condition        Report By
 FO1369  HISTORY     - 1946     MONUMENTED       CGS
 FO1369  HISTORY     - 1952     GOOD             USGS
 FO1369  HISTORY     - 1954     GOOD             CGS
 FO1369  HISTORY     - 1969     GOOD             CGS
 FO1369  HISTORY     - 1977     GOOD             NGS
 FO1369
 FO1369                          STATION DESCRIPTION
 FO1369
 FO1369'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAE)
 FO1369'THE STATION IS ON LOW HILLS OVERLOOKING THE RIO GRANDE VALLEY
 FO1369'TO THE E.  IT IS ABOUT 2 MILES W OF THE RIO GRANDE AND ABOUT
 FO1369'3-1/2 MILES W OF THE SMALL TOWN OF ALAMEDA.  IN APPROXIMATE
 FO1369'AIRLINE DISTANCES IT IS LOCATED 11 MILES SSW OF BERNALILLO,
 FO1369'AND 7 MILES NNW OF ALBUQUERQUE.
 FO1369'
 FO1369'TO REACH THE STATION FROM THE T-INTERSECTION ON U.S. HIGHWAY
 FO1369'85 AT ALAMEDA, WHICH IS A SMALL TOWN ABOUT 7 MILES N OF
 FO1369'ALBUQUERQUE, GO W ON GRAVELED GRADED ROAD FOR 1.4 MILES TO A
 FO1369'STEEL BRIDGE OVER THE RIO GRANDE.  (THE T-INTERSECTION IS
 FO1369'ABOUT 50 YARDS N OF THE NATIVITATI CHURCH IN ALAMEDA.) CROSS
 FO1369'THE RIO GRANDE AND CONTINUE ON THE MAIN GRADED ROAD FOR 0.45
 FO1369'MILE TO A ROAD COMING IN ON THE LEFT.  TURN LEFT HERE AND
 FO1369'CROSSING A CATTLE GUARD, GO FOR 0.1 MILE TO WHERE THE ROAD
 FO1369'CROSSES AN IRRIGATION DITCH.  CONTINUE ON THE MAIN TRAVELED
 FO1369'ROAD FOR 1.85 MILES TO A CROSSROADS.  TURN SHARP RIGHT HERE
 FO1369'AND FOLLOW THE TRACK ROAD W UP HILL FOR 1.1 MILES TO A
 FO1369'FORK.  TAKE THE RIGHT FORK AND GO FOR 0.4 MILE TO A WINDMILL
 FO1369'AND TANKS AND THE AZIMUTH MARK.  CONTINUE ON THE TRACK
 FO1369'ROAD, PASSING TO THE RIGHT OF THE WINDMILL AND GOING FOR 0.2
 FO1369'MILE.  TURN SHARP RIGHT HERE AND GO ACROSS COUNTRY DOWN
 FO1369'THE SLIGHT RIDGE FOR 0.5 MILE TO THE END OF TRUCK TRAVEL
 FO1369'AND THE STATION.
 FO1369'
 FO1369'THE STATION MARK IS A BRONZE STATION DISK STAMPED BLACK 1946
 FO1369'AND SET IN A SQUARE CONCRETE POST WHICH PROJECTS ABOUT 8
 FO1369'INCHES ABOVE THE SURROUNDING SURFACE.  IT IS LOCATED 10 FEET
 FO1369'E OF A 4-INCH SQUARE WHITE WITNESS POST.  UNDERGROUND MARK
 FO1369'IS A BRONZE STATION DISK SET IN CONCRETE.
 FO1369'
 FO1369'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK STAMPED BLACK
 FO1369'NO 1 1946 AND SET IN A SQUARE CONCRETE POST WHICH PROJECTS
 FO1369'ABOUT 2 INCHES ABOVE THE SURROUNDING SURFACE.  IT IS ABOUT
 FO1369'1 FOOT LOWER THAN THE STATION AND IS LOCATED SE OF THE STATION.
 FO1369'
 FO1369'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK STAMPED BLACK
 FO1369'NO 2 1946 AND SET IN A SQUARE CONCRETE POST WHICH PROJECTS
 FO1369'ABOUT 2 INCHES ABOVE THE SURROUNDING SURFACE.  IT IS ABOUT
 FO1369'1 FOOT LOWER THAN THE STATION AND IS LOCATED SW OF THE STATION.
 FO1369'
 FO1369'THE AZIMUTH MARK IS A BRONZE AZIMUTH DISK STAMPED BLACK 1946
 FO1369'AND SET IN AN IRREGULAR MASS OF CONCRETE WHICH ONCE FORMED
 FO1369'ONE OF THE BASES FOR THE LEGS OF A WINDMILL.  IT PROJECTS
 FO1369'2 INCHES ABOVE THE SURROUNDING SURFACE AND IS LOCATED 1/2
 FO1369'MILE WNW OF THE STATION.  IT IS 31-1/2 FEET W OF THE FENCE
 FO1369'SURROUNDING THE WELL WHICH IS NEAREST THE ROAD AND 5.8 FEET
 FO1369'ENE OF THE WELL.
 FO1369'
 FO1369'HEIGHT OF LIGHT ABOVE STATION MARK - 2.7 METERS.
 FO1369
 FO1369                          STATION RECOVERY (1952)
 FO1369
 FO1369'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1952
 FO1369'STATION MARK--STANDARD BRONZE DISK, STAMPED ---BLACK 1946---, AND
 FO1369'SET IN A SQUARE CONCRETE POST, WHICH PROJECTS ABOUT 8 IN. ABOVE THE
 FO1369'SURROUNDING SURFACE.
 FO1369
 FO1369                          STATION RECOVERY (1954)
 FO1369
 FO1369'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (WRH)
 FO1369'THE STATION WAS FOUND AS DESCRIBED AND ALL MARKS WERE FOUND
 FO1369'IN GOOD CONDITION.  A COMPLETE DESCRIPTION FOLLOWS--
 FO1369'
 FO1369'THE STATION IS LOCATED AIRLINE, ABOUT 2 MILES WEST OF THE
 FO1369'RIO GRANDE RIVER, 3-1/2 MILES WEST OF ALAMEDA, 7 MILES
 FO1369'NORTH-NORTHWEST OF ALBUQUERQUE AND 11 MILES SOUTH-SOUTHWEST
 FO1369'OF BERNALILLO ON A LOW HILL OVERLOOKING THE RIO GRANDE VALLEY.
 FO1369'
 FO1369'THE STATION IS A STANDARD DISK STAMPED BLACK 1946 SET IN
 FO1369'TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 FO1369'ABOUT 18 INCHES ABOVE THE GROUND.  IT IS 7 FEET WEST OF A
 FO1369'WHITE WITNESS POST.
 FO1369'
 FO1369'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED BLACK NO 1
 FO1369'1946 SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH
 FO1369'PROJECTS ABOUT 2 INCHES ABOVE THE GROUND AND IS ABOUT 1 FOOT
 FO1369'LOWER THAN THE STATION.
 FO1369'
 FO1369'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED BLACK NO 2
 FO1369'1946 SET IN TOP OF A 10-INCH SQUARE MONUMENT WHICH PROJECTS
 FO1369'ABOUT 2 INCHES ABOVE THE GROUND AND IS ABOUT ONE LOWER THAN
 FO1369'THE STATION.
 FO1369'
 FO1369'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BLACK 1946 SET
 FO1369'IN THE CONCRETE FOUNDATION OF THE NORTHEAST LEG OF THE WINDMILL.
 FO1369'IT IS 5.8 FEET EAST-NORTHEAST OF THE WELL AND 31.5 FEET WEST
 FO1369'OF THE EAST EDGE OF THE CORRAL.
 FO1369'
 FO1369'TO REACH THE STATION FROM THE CAUSTION LIGHT AND THE NATIVIATI
 FO1369'CHURCH IN ALAMEDA, GO WESTERLY, LEAVING U.S. HWY 85 AND FOLLOW
 FO1369'THE HARD SURFACED ROAD FOR 1.6 MILES TO THE WEST END OF THE
 FO1369'BRIDGE OVER THE RIO GRANDE RIVER.  CONTINUE WEST FOR 0.4 MILE.
 FO1369'TURN LEFT AND GO SOUTH ON A GRAVELED ROAD FOR 0.4 MILE TO A
 FO1369'PUMPING STATION ON THE RIGHT, WEST SIDE.  THERE IS A LOCKED
 FO1369'GATE BETWEEN THIS POINT AND THE STATION.  TO OBTAIN THE KEY
 FO1369'CONTINUE SOUTH ON THE GRAVELED ROAD FOR 0.2 MILE TO THE RANCH
 FO1369'HOME OF MR. BLACK ON THE RIGHT, WEST SIDE.  FROM THE CROSS
 FO1369'ROAD AND THE PUMPING STATION, GO WEST ON THE DIRT ROAD FOR
 FO1369'1.5 MILES TO THE TOP OF A SMALL GRADE.  TAKE THE LEFT FORK
 FO1369'AND GO SOUTHERLY FOR 0.2 MILE TO A WINDMILL AND THE
 FO1369'AZIMUTH MARK.  TURN LEFT AND GO EASTERLY ACROSS COUNTRY
 FO1369'FOR 0.6 MILE TO A WHITE WITNESS POST AND THE STATION.
 FO1369
 FO1369                          STATION RECOVERY (1969)
 FO1369
 FO1369'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JLC)
 FO1369'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED.
 FO1369'THE AZIMUTH MARK WAS NOT RECOVERED.  AN AZIMUTH MARK 2 WAS
 FO1369'ESTABLISHED AT THIS TIME.  THE LAND IS NOW OWNED BY THE
 FO1369'HORIZON CORPORATION.  A NEW DESCRIPTION FOLLOWS.
 FO1369'
 FO1369'THE STATION IS LOCATED ABOUT 11 MILES SOUTH-SOUTHWEST OF
 FO1369'BERNALILLO, 7 MILES NORTH-NORTHWEST OF THE CENTER OF ALBUQUERQUE,
 FO1369'3-1/2 MILES WEST OF ALAMEDA AND ON A LOW HILL OVERLOOKING
 FO1369'THE RIO GRANDE VALLEY.
 FO1369'
 FO1369'TO REACH THE STATION FROM THE POST OFFICE IN ALAMEDA, GO
 FO1369'NORTH ON U.S. HIGHWAY 85 FOR 0.3 MILE TO A SIDE ROAD LEFT.
 FO1369'TURN LEFT AND GO WEST ON STATE HIGHWAY 46 (CORRALES ROAD)
 FO1369'FOR 1.55 MILES TO THE WEST END OF A BRIDGE OVER THE RIO
 FO1369'GRANDE RIVER.  CONTINUE WEST ON HIGHWAY 46 FOR 0.3 MILE TO A
 FO1369'SIDE ROAD LEFT.  TURN LEFT AND GO IN A SOUTHERLY DIRECTION
 FO1369'ON STATE HIGHWAY 448 FOR 1.85 MILES TO THE ENTRANCE TO THE
 FO1369'PARADISE HILLS ON THE RIGHT.  TURN RIGHT AND GO WEST ON A
 FO1369'PAVED ROAD FOR 1.05 MILES TO A SIDE ROAD RIGHT.  TURN RIGHT
 FO1369'AND GO IN A NORTHERLY DIRECTION ON GOLF COURSE ROAD FOR 0.6
 FO1369'MILE TO A CROSS STREET, GREEN AVENUE ON THE LEFT.  TURN
 FO1369'RIGHT ON A DIRT ROAD AND GO 0.05 MILE TO A DIAGONAL
 FO1369'CROSSROAD AND THE AZIMUTH MARK IN THE NORTHWEST ANGLE OF
 FO1369'CROSSROAD.  TURN RIGHT AND GO IN AN EASTERLY DIRECTION
 FO1369'FOR 0.2 MILE TO A SMALL DUG OUT ON THE RIGHT.  TURN RIGHT
 FO1369'OFF THE ROAD AND PASS TO THE LEFT OF THE DUG OUT AND GO
 FO1369'IN A SOUTHERLY DIRECTION FOR ABOUT 100 YARDS TO THE STATION.
 FO1369'
 FO1369'THE STATION MARK IS A STANDARD DISK STAMPED BLACK 1946, SET
 FO1369'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 FO1369'4 INCHES ABOVE THE GROUND.  IT IS 6 FEET NORTH-NORTHWEST OF A
 FO1369'METAL WITNESS POST.
 FO1369'
 FO1369'REFERENCE MARK 1 IS A STANDARD DISK STAMPED BLACK NO 1 1946,
 FO1369'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH
 FO1369'PROJECTS 1 INCH ABOVE THE GROUND.  IT IS 38.6 FEET SOUTHEAST
 FO1369'OF THE METAL WITNESS POST.  NOTE--11A
 FO1369'
 FO1369'REFERENCE MARK 2 IS A STANDARD DISK STAMPED BLACK NO 2 1946,
 FO1369'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH
 FO1369'IS FLUSH WITH THE GROUND.  IT IS 44 FEET SOUTHWEST OF THE
 FO1369'METAL WITNESS POST.
 FO1369'
 FO1369'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BLACK 1946 NO 2
 FO1369'1969, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 FO1369'WHICH PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS 2.5 FEET
 FO1369'NORTH OF A METAL WITNESS POST AND 2.3 FEET NORTHEAST OF A
 FO1369'POWER LINE POLE.
 FO1369'
 FO1369'HEIGHT OF LIGHT ABOVE STATION MARK 9.2 FEET.
 FO1369
 FO1369                          STATION RECOVERY (1977)
 FO1369
 FO1369'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 FO1369'STATION RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.  LOCATION
 FO1369'OF STATION, DISTANCE AND DIRECTION TO MARKS FOUND TO BE ADEQUATE,
 FO1369'HOWEVER DUE TO A NEW SUB-DIVISION GOING IN AT STATION SITE, THE
 FO1369'STATION WAS MOVED AT THIS TIME APPROXIMATELY 0.65 MILE NORTH.  ALL
 FO1369'MARKS FOR THIS STATION WILL BE DESTROYED WHEN CONSTRUCTION BEGINS
 FO1369'IN NEAR FUTURE.
 FO1369'
 FO1369'STATION IS A STANDARD STATION MARK DISK, STAMPED BLACK 1946, SET IN
 FO1369'THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTING ABOUT 4 INCHES.
 FO1369'MARK IS 15 FEET EAST OF A TRACK ROAD AND 5.7 FEET NORTH-NORTHWEST
 FO1369'OF A METAL WITNESS POST.
 FO1369'
 FO1369'REFERENCE MARK 1 IS A STANDARD REFERENCE MARK DISK, STAMPED BLACK
 FO1369'NO 1 1946, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTING
 FO1369'ABOUT 2 INCHES.
 FO1369'
 FO1369'REFERENCE MARK 2 IS A STANDARD REFERENCE MARK DISK, STAMPED BLACK NO
 FO1369'2 1946, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTING
 FO1369'ABOUT 1 INCH.  MARK IS 12 FEET EAST OF THE TRACK ROAD.
 FO1369'
 FO1369'AZIMUTH MARK IS A STANDARD AZIMUTH MARK DISK, STAMPED BLACK 1946 NO
 FO1369'2 1969, SET IN THE TOP OF A ROUND CONCRETE MONUMENT PROJECTING ABOUT
 FO1369'4 INCHES.  MARK IS 125 FEET NORTH OF A TRACK ROAD, 2.5 FEET NORTH
 FO1369'OF A METAL WITNESS POST AND 2.3 FEET EAST-NORTHEAST OF A POWERLINE
 FO1369'POLE WITH A GUYLINE ATTACHED.
 FO1369'
 FO1369'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3-1/2 MILES WEST
 FO1369'OF ALAMEDA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0785 ***********************************************************************
 GM0785  DESIGNATION -  BLACK
 GM0785  PID         -  GM0785
 GM0785  STATE/COUNTY-  NM/COLFAX
 GM0785  USGS QUAD   -  TOOTH OF TIME (1994)
 GM0785
 GM0785                         *CURRENT SURVEY CONTROL
 GM0785  ___________________________________________________________________
 GM0785* NAD 83(1992)-  36 26 59.83725(N)    105 04 52.24480(W)     ADJUSTED  
 GM0785* NAVD 88     -      3315.8    (meters)   10879.     (feet)  VERTCON   
 GM0785  ___________________________________________________________________
 GM0785  LAPLACE CORR-         -11.84  (seconds)                    DEFLEC99
 GM0785  GEOID HEIGHT-         -17.11  (meters)                     GEOID03
 GM0785
 GM0785  HORZ ORDER  -  SECOND
 GM0785
 GM0785.The horizontal coordinates were established by classical geodetic methods
 GM0785.and adjusted by the National Geodetic Survey in December 1993..
 GM0785
 GM0785.The NAVD 88 height was computed by applying the VERTCON shift value to
 GM0785.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GM0785
 GM0785.The Laplace correction was computed from DEFLEC99 derived deflections.
 GM0785
 GM0785.The geoid height was determined by GEOID03.
 GM0785
 GM0785;                    North         East     Units Scale Factor Converg.
 GM0785;SPC NM E     -   604,701.744    97,962.113   MT  0.99996444   -0 26 39.6
 GM0785;SPC NM E     - 1,983,925.64    321,397.37   sFT  0.99996444   -0 26 39.6
 GM0785;SPC NM C     -   605,071.294   604,774.975   MT  1.00003521   +0 41 40.1
 GM0785;SPC NM C     - 1,985,138.07  1,984,165.90   sFT  1.00003521   +0 41 40.1
 GM0785;UTM  13      - 4,033,859.958   492,725.307   MT  0.99960065   -0 02 53.6
 GM0785
 GM0785!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GM0785!SPC NM E     -   0.99948256  x   0.99996444  =   0.99944702
 GM0785!SPC NM C     -   0.99948256  x   1.00003521  =   0.99951775
 GM0785!UTM  13      -   0.99948256  x   0.99960065  =   0.99908342
 GM0785
 GM0785|---------------------------------------------------------------------|
 GM0785| PID    Reference Object                     Distance      Geod. Az  |
 GM0785|                                                           dddmmss.s |
 GM0785| CM8438 BLACK RM 1                            7.462 METERS 16628     |
 GM0785| CM8439 BLACK RM 2                            4.698 METERS 26943     |
 GM0785| GM0792 CLEAR                               APPROX. 7.6 KM 2925346.3 |
 GM0785|---------------------------------------------------------------------|
 GM0785
 GM0785                          SUPERSEDED SURVEY CONTROL
 GM0785
 GM0785  NAD 83(1986)-  36 26 59.84442(N)    105 04 52.24633(W) AD(       ) 2
 GM0785  NAD 27      -  36 26 59.71372(N)    105 04 50.22165(W) AD(       ) 2
 GM0785  NGVD 29 (07/19/86) 3314.6    (m)        10875.     (f) VERT ANG       
 GM0785
 GM0785.Superseded values are not recommended for survey control.
 GM0785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0785.See file dsdata.txt to determine how the superseded data were derived.
 GM0785
 GM0785_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDA9272533860(NAD 83)
 GM0785_MARKER: DS = TRIANGULATION STATION DISK
 GM0785_SETTING: 66 = SET IN ROCK OUTCROP
 GM0785
 GM0785  HISTORY     - Date     Condition        Report By
 GM0785  HISTORY     - 1961     MONUMENTED       CGS
 GM0785
 GM0785                          STATION DESCRIPTION
 GM0785
 GM0785'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 GM0785'THE STATION IS APPROXIMATELY 13 MILES SOUTHEAST OF EAGLE NEST,
 GM0785'9-1/2 MILES SOUTH WEST OF CIMARRON, ON THE NORTHEAST END AND
 GM0785'APPROXIMATELY 10 FEET LOWER THAN THE HIGHEST PART OF A DARK,
 GM0785'TIMBERED RIDGE LOCALLY KNOWN AS BLACK MOUNTAIN, ON PROPERTY
 GM0785'OWNED BY THE PHILMONT SCOUT RANCH.
 GM0785'
 GM0785'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 64 AND
 GM0785'STATE HIGHWAY 21 IN CIMARRON, GO SOUTH ON HIGHWAY 21 FOR 4.4
 GM0785'MILES TO THE PHILMONT SCOUT RANCH CAMPING HEADQUARTERS ON
 GM0785'THE RIGHT.  CONTINUE SOUTH ON HIGHWAY 21 0.4 MILE TO A BLADED
 GM0785'ROAD ON THE RIGHT.  TURN RIGHT AND GO WESTERLY ON THE BLADED
 GM0785'ROAD 0.5 MILE TO A REVERSE Y.  BEAR LEFT AND CONTINUE WESTERLY
 GM0785'1.5 MILES TO A FORK.  BEAR LEFT AND CONTINUE 2.5 MILES TO A
 GM0785'FORK.  BEAR RIGHT 0.1 MILE TO A FORK.  BEAR LEFT 0.7 MILE TO
 GM0785'A FORK AND A SIGN MINERS PARK.  BEAR RIGHT 0.5 MILE TO A
 GM0785'FORK.  BEAR RIGHT 0.2 MILE TO A REVERSE Y AND THE END OF TRUCK
 GM0785'TRAVEL.  FROM HERE HORSES WERE TAKEN, PACKING
 GM0785'NORTHERLY ON A WELL DEFINED TRAIL FOR 1-1/2 MILES TO A
 GM0785'DIM TRAIL ON THE LEFT, APPROXIMATELY 0.3 MILE BEFORE
 GM0785'REACHING THE SUMMIT OF SHAEFERS PASS.  TURN LEFT AND GO
 GM0785'WESTERLY ALONG THE SUMMIT OF SHARP RIDGES FOR APPROXIMATELY
 GM0785'2 MILES TO THE SUMMIT OF BLACK MOUNTAIN AND THE STATION.  A
 GM0785'THREE HOURS AND FORTY-FIVE MINUTES HORSE PACK.
 GM0785'
 GM0785'STATION MARK IS A STANDARD DISK STAMPED BLACK 1961, CEMENTED
 GM0785'IN A DRILL HOLE IN A ROCK OUTCROP WHICH PROJECTS 10 INCHES
 GM0785'ON THE EAST SIDE.  IT IS 11 FEET NORTHEAST OF AN 8-INCH TREE
 GM0785'WITH A TRIANGULAR BLAZE.
 GM0785'
 GM0785'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED BLACK NO 1 1961,
 GM0785'CEMENTED IN A DRILL HOLE IN ROCK OUTCROP WHICH PROJECTS 30
 GM0785'INCHES ON THE SOUTH SIDE.  IT IS ON THE SOUTH SLOPE OF THE
 GM0785'HILL AND 10 FEET LOWER IN ELEVATION THAN THE STATION.  IT IS
 GM0785'18 FEET SOUTH EAST OF THE TREE WITH THE BLAZE.
 GM0785'
 GM0785'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED BLACK NO 2
 GM0785'1961, CEMENTED IN A DRILL HOLE IN ROCK OUTCROP WHICH PROJECTS
 GM0785'20 INCHES ON THE NORTHWEST SIDE.  IT IS ON THE NORTH WEST
 GM0785'SLOPE OF THE HILL AND APPROXIMATELY 2 FEET LOWER IN ELEVATION
 GM0785'THAN THE STATION.
 GM0785'
 GM0785'NOTE--NO AZIMUTH MARK WAS SET.
 GM0785'
 GM0785'DISTANCE TO REFERENCE MARK NO. 1 COMPUTED FROM SLOPE DISTANCE
 GM0785'AND VERTICAL ANGLE.
 GM0785'
 GM0785'HORSES OBTAINED FROM THE PHILMONT SCOUT RANCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GO0240 ***********************************************************************
 GO0240  DESIGNATION -  BLACK
 GO0240  PID         -  GO0240
 GO0240  STATE/COUNTY-  NM/SAN JUAN
 GO0240  USGS QUAD   -  SANOSTEE WEST (1966)
 GO0240
 GO0240                         *CURRENT SURVEY CONTROL
 GO0240  ___________________________________________________________________
 GO0240* NAD 83(1992)-  36 28 46.58237(N)    108 54 52.40655(W)     ADJUSTED  
 GO0240* NAVD 88     -      2266.4    (meters)    7436.     (feet)  VERTCON   
 GO0240  ___________________________________________________________________
 GO0240  LAPLACE CORR-         -10.06  (seconds)                    DEFLEC99
 GO0240  GEOID HEIGHT-         -20.27  (meters)                     GEOID03
 GO0240
 GO0240  HORZ ORDER  -  THIRD
 GO0240
 GO0240.The horizontal coordinates were established by classical geodetic methods
 GO0240.and adjusted by the National Geodetic Survey in December 1993..
 GO0240
 GO0240.The NAVD 88 height was computed by applying the VERTCON shift value to
 GO0240.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GO0240
 GO0240.The Laplace correction was computed from DEFLEC99 derived deflections.
 GO0240
 GO0240.The geoid height was determined by GEOID03.
 GO0240
 GO0240;                    North         East     Units Scale Factor Converg.
 GO0240;SPC NM W     -   608,280.007   733,112.925   MT  1.00003228   -0 38 34.4
 GO0240;SPC NM W     - 1,995,665.32  2,405,221.32   sFT  1.00003228   -0 38 34.4
 GO0240;UTM  12      - 4,039,167.861   686,823.528   MT  1.00003004   +1 14 24.8
 GO0240
 GO0240!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GO0240!SPC NM W     -   0.99964762  x   1.00003228  =   0.99967989
 GO0240!UTM  12      -   0.99964762  x   1.00003004  =   0.99967765
 GO0240
 GO0240:                Primary Azimuth Mark                     Grid Az
 GO0240:SPC NM W     -  TOAD                                     188 19 18.9
 GO0240:UTM  12      -  TOAD                                     186 26 19.7
 GO0240
 GO0240|---------------------------------------------------------------------|
 GO0240| PID    Reference Object                     Distance      Geod. Az  |
 GO0240|                                                           dddmmss.s |
 GO0240| GO0276 TOAD                                APPROX.23.8 KM 1874044.5 |
 GO0240|---------------------------------------------------------------------|
 GO0240
 GO0240                          SUPERSEDED SURVEY CONTROL
 GO0240
 GO0240  NAD 83(1992)-  36 28 46.58216(N)    108 54 52.40726(W) AD(       ) 3
 GO0240  NAD 83(1992)-  36 28 46.57930(N)    108 54 52.40889(W) AD(       ) 3
 GO0240  NAD 83(1986)-  36 28 46.57942(N)    108 54 52.40990(W) AD(       ) 3
 GO0240  NGVD 29 (08/22/88) 2265.3    (m)         7432.     (f) VERT ANG       
 GO0240
 GO0240.Superseded values are not recommended for survey control.
 GO0240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GO0240.See file dsdata.txt to determine how the superseded data were derived.
 GO0240
 GO0240_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXF8682439168(NAD 83)
 GO0240_MARKER: DS = TRIANGULATION STATION DISK
 GO0240_SETTING: 0 = UNSPECIFIED SETTING
 GO0240_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GO0240
 GO0240  HISTORY     - Date     Condition        Report By
 GO0240  HISTORY     - 1952     MONUMENTED       USGS
 GO0240
 GO0240                          STATION DESCRIPTION
 GO0240
 GO0240'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 GO0240'LOCATED ABOUT 28 MI SW. OF SHIPROCK, 4 MI NW. OF SANOSTEE TRADING
 GO0240'POST.  ON HIGHEST POINT OF BLACK IGNEOUS HILL.
 GO0240'
 GO0240'STATION REACHED BY HELICOPTER.
 GO0240'
 GO0240'STATION MARK--STANDARD TABLET STAMPED---BLACK 1952---.
 GO0240'
 GO0240'RM 1--COPPER NAIL AND WASHER IN BEDROCK.
 GO0240'
 GO0240'RM 2--COPPER NAIL AND WASHER IN BEDROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1402 ***********************************************************************
 FO1402  DESIGNATION -  BLACK 2
 FO1402  PID         -  FO1402
 FO1402  STATE/COUNTY-  NM/BERNALILLO
 FO1402  USGS QUAD   -  LOS GRIEGOS (1990)
 FO1402
 FO1402                         *CURRENT SURVEY CONTROL
 FO1402  ___________________________________________________________________
 FO1402* NAD 83(1992)-  35 12 19.27652(N)    106 40 33.53745(W)     ADJUSTED  
 FO1402* NAVD 88     -      1589.8    (meters)    5216.     (feet)  VERTCON   
 FO1402  ___________________________________________________________________
 FO1402  LAPLACE CORR-           2.29  (seconds)                    DEFLEC99
 FO1402  GEOID HEIGHT-         -21.27  (meters)                     GEOID03
 FO1402
 FO1402  HORZ ORDER  -  THIRD
 FO1402
 FO1402.The horizontal coordinates were established by classical geodetic methods
 FO1402.and adjusted by the National Geodetic Survey in December 1993..
 FO1402.No horizontal observational check was made to the station.
 FO1402
 FO1402.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1402.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1402
 FO1402.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1402
 FO1402.The geoid height was determined by GEOID03.
 FO1402
 FO1402;                    North         East     Units Scale Factor Converg.
 FO1402;SPC NM C     -   466,437.604   461,213.987   MT  0.99991853   -0 14 44.1
 FO1402;SPC NM C     - 1,530,304.04  1,513,166.22   sFT  0.99991853   -0 14 44.1
 FO1402;UTM  13      - 3,897,103.077   347,439.523   MT  0.99988684   -0 57 59.1
 FO1402
 FO1402!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1402!SPC NM C     -   0.99975385  x   0.99991853  =   0.99967240
 FO1402!UTM  13      -   0.99975385  x   0.99988684  =   0.99964072
 FO1402
 FO1402:                Primary Azimuth Mark                     Grid Az
 FO1402:SPC NM C     -  ALAMEDA RAD KOB TALLER MAST              093 24 53.4
 FO1402:UTM  13      -  ALAMEDA RAD KOB TALLER MAST              094 08 08.4
 FO1402
 FO1402|---------------------------------------------------------------------|
 FO1402| PID    Reference Object                     Distance      Geod. Az  |
 FO1402|                                                           dddmmss.s |
 FO1402| FO1122 ALAMEDA RAD KOB TALLER MAST         APPROX. 5.9 KM 0931009.3 |
 FO1402| CD3152 BLACK 2 RM 3                         12.082 METERS 10223     |
 FO1402| FO1404 BLACK 2 AZ MK                       APPROX. 0.9 KM 2122510.7 |
 FO1402| FO1403 BLACK 2 RM 4                         12.133 METERS 28340     |
 FO1402|---------------------------------------------------------------------|
 FO1402
 FO1402                          SUPERSEDED SURVEY CONTROL
 FO1402
 FO1402  NAD 83(1986)-  35 12 19.28199(N)    106 40 33.53939(W) AD(       ) 3
 FO1402  NAD 27      -  35 12 19.12815(N)    106 40 31.44188(W) AD(       ) 3
 FO1402  NGVD 29 (07/19/86) 1589.0    (m)         5213.     (f) VERT ANG       
 FO1402
 FO1402.Superseded values are not recommended for survey control.
 FO1402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1402.See file dsdata.txt to determine how the superseded data were derived.
 FO1402
 FO1402_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU4744097103(NAD 83)
 FO1402_MARKER: DS = TRIANGULATION STATION DISK
 FO1402_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FO1402_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FO1402_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FO1402+SATELLITE: SATELLITE OBSERVATIONS - May 30, 2005
 FO1402
 FO1402  HISTORY     - Date     Condition        Report By
 FO1402  HISTORY     - 1977     MONUMENTED       NGS
 FO1402  HISTORY     - 20050530 GOOD             GEOCAC
 FO1402
 FO1402                          STATION DESCRIPTION
 FO1402
 FO1402'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 FO1402'STATION IS LOCATED ON A LOW SANDY KNOLL, ABOUT 3-1/2 MILES WEST
 FO1402'OF ALAMEDA, 1 MILE NORTH-NORTHEAST OF PARADISE HILLS, 1 MILE WEST
 FO1402'OF STATE HIGHWAY 448 AND ON LAND OWNED BY THE HORIZON LAND
 FO1402'CORPORATION.
 FO1402'
 FO1402'STATION IS REACHED FROM THE POST OFFICE IN ALAMEDA.  NO NORTH
 FO1402'ON 4TH STREET FOR 0.35 MILE TO STATE HIGHWAY 46 (CORRALES ROAD).
 FO1402'TURN LEFT AND GO WESTERLY ON HIGHWAY 46 AND CORRALES ROAD,
 FO1402'CROSSING THE RIO GRANDE RIVER BRIDGE FOR 2.0 MILES TO A TRAFFIC
 FO1402'LIGHT AND JUNCTION WITH STATE HIGHWAY 448.  TURN LEFT AND GO
 FO1402'SOUTHERLY ON HIGHWAY 448 (COORS ROAD) FOR 1.9 MILES TO
 FO1402'PARADISE BOULEVARD ON RIGHT.  TURN RIGHT AND GO WEST ON THE
 FO1402'BOULEVARD FOR 1.05 MILES TO GOLF COURSE ROAD ON RIGHT.  TURN
 FO1402'RIGHT AND GO NORTHERLY ON GOLF COURSE ROAD FOR 0.7 MILE TO
 FO1402'TOP OF A RISE, A POWER POLE, FIRE HYDRANT (YELLOW) AND AZIMUTH
 FO1402'MARK ON THE LEFT, AS DESCRIBED.  CONTINUE STRAIGHT AHEAD ON THE
 FO1402'ROAD FOR 0.6 MILE TO A SURFACED CROSSROAD.  TURN LEFT AND
 FO1402'GO WESTERLY ON SURFACED ROAD FOR 0.05 MILE.  TURN LEFT AND GO
 FO1402'SOUTHERLY ACROSS COUNTRY FOR ABOUT 220 FEET TO HIGHEST POINT
 FO1402'AND STATION.
 FO1402'
 FO1402'STATION IS A STANDARD STATION MARK DISK, STAMPED BLACK 2 1977,
 FO1402'SET IN THE TOP OF A ROUND CONCRETE MONUMENT PROJECTING ABOUT 1
 FO1402'INCH.  THE SUB-SURFACE DISK IS STAMPED THE SAME AS THE SURFACE
 FO1402'DISK.  MARK IS ABOUT 0.05 SOUTHWEST OF THE SURFACED ROADS
 FO1402'INTERSECTION MENTIONED ABOVE, 220 FEET SOUTH OF A SURFACED
 FO1402'ROAD AND 3.6 FEET NORTHWEST OF A METAL WITNESS POST.
 FO1402'
 FO1402'REFERENCE MARK 3 IS A STANDARD REFERENCE MARK DISK, STAMPED BLACK
 FO1402'2 NO 3 1977, SET IN THE TOP OF A ROUND CONCRETE MONUMENT PROJECTING
 FO1402'ABOUT 2 INCHES.
 FO1402'
 FO1402'REFERENCE MARK 4 IS A STANDARD REFERENCE MARK DISK, STAMPED BLACK
 FO1402'2 NO 4 1977, SET IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH
 FO1402'WITH GROUND.
 FO1402'
 FO1402'AZIMUTH MARK IS A STANDARD AZIMUTH MARK DISK, STAMPED BLACK 2
 FO1402'1977, SET IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE
 FO1402'GROUND.  MARK IS 78 FEET SOUTH-SOUTHWEST OF A FIRE HYDRANT
 FO1402'(YELLOW), 72 FEET EAST OF A SURFACED ROAD (GOLF COURSE RD), 25
 FO1402'FEET WEST-NORTHWEST OF A POWERLINE POLE WITH A GUYLINE
 FO1402'ATTACHED AND 2.5 FEET EAST OF A METAL WITNESS POST.
 FO1402'
 FO1402'A METAL ROD WAS PLACED IN THE STATION MARK AND BESIDE THE AZIMUTH
 FO1402'MARK FOR A BETTER FUTURE RECOVERY OF THE MARKS.
 FO1402'
 FO1402'NEAREST TOWN--ALAMEDA.
 FO1402
 FO1402                          STATION RECOVERY (2005)
 FO1402
 FO1402'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 FO1402'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1404 ***********************************************************************
 FO1404  DESIGNATION -  BLACK 2 AZ MK
 FO1404  PID         -  FO1404
 FO1404  STATE/COUNTY-  NM/BERNALILLO
 FO1404  USGS QUAD   -  LOS GRIEGOS (1990)
 FO1404
 FO1404                         *CURRENT SURVEY CONTROL
 FO1404  ___________________________________________________________________
 FO1404* NAD 83(1992)-  35 11 55.57932(N)    106 40 51.87228(W)     ADJUSTED  
 FO1404* NAVD 88     -      1596.2    (meters)    5237.     (feet)  VERTCON   
 FO1404  ___________________________________________________________________
 FO1404  LAPLACE CORR-           2.07  (seconds)                    DEFLEC99
 FO1404  GEOID HEIGHT-         -21.29  (meters)                     GEOID03
 FO1404
 FO1404  HORZ ORDER  -  THIRD
 FO1404
 FO1404.The horizontal coordinates were established by classical geodetic methods
 FO1404.and adjusted by the National Geodetic Survey in December 1993..
 FO1404.No horizontal observational check was made to the station.
 FO1404
 FO1404.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1404.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1404
 FO1404.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1404
 FO1404.The geoid height was determined by GEOID03.
 FO1404
 FO1404;                    North         East     Units Scale Factor Converg.
 FO1404;SPC NM C     -   465,709.373   460,747.095   MT  0.99991898   -0 14 54.5
 FO1404;SPC NM C     - 1,527,914.83  1,511,634.43   sFT  0.99991898   -0 14 54.5
 FO1404;UTM  13      - 3,896,380.799   346,963.522   MT  0.99988864   -0 58 09.1
 FO1404
 FO1404!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1404!SPC NM C     -   0.99975285  x   0.99991898  =   0.99967185
 FO1404!UTM  13      -   0.99975285  x   0.99988864  =   0.99964152
 FO1404
 FO1404:                Primary Azimuth Mark                     Grid Az
 FO1404:SPC NM C     -  BLACK 2 RM 4                             031 54 03.4
 FO1404:UTM  13      -  BLACK 2 RM 4                             032 37 18.0
 FO1404
 FO1404|---------------------------------------------------------------------|
 FO1404| PID    Reference Object                     Distance      Geod. Az  |
 FO1404|                                                           dddmmss.s |
 FO1404| FO1403 BLACK 2 RM 4                        APPROX. 0.9 KM 0313908.9 |
 FO1404| FO1402 BLACK 2                             APPROX. 0.9 KM 0322500.2 |
 FO1404| FO1369 BLACK                               APPROX. 0.5 KM 1282010.7 |
 FO1404|---------------------------------------------------------------------|
 FO1404
 FO1404                          SUPERSEDED SURVEY CONTROL
 FO1404
 FO1404  NAD 83(1986)-  35 11 55.58464(N)    106 40 51.87411(W) AD(       ) 3
 FO1404  NAD 27      -  35 11 55.43009(N)    106 40 49.77606(W) AD(       ) 3
 FO1404  NGVD 29 (07/19/86) 1595.4    (m)         5234.     (f) VERT ANG       
 FO1404
 FO1404.Superseded values are not recommended for survey control.
 FO1404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1404.See file dsdata.txt to determine how the superseded data were derived.
 FO1404
 FO1404_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU4696496381(NAD 83)
 FO1404_MARKER: DZ = AZIMUTH MARK DISK
 FO1404_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FO1404_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FO1404_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO1404+STABILITY: SURFACE MOTION
 FO1404
 FO1404  HISTORY     - Date     Condition        Report By
 FO1404  HISTORY     - 1977     MONUMENTED       NGS
 FO1404
 FO1404                          STATION DESCRIPTION
 FO1404
 FO1404'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 FO1404'STATION IS LOCATED ABOUT 3-1/2 MILES WEST OF ALAMEDA.
 FO1404'
 FO1404'STATION IS REACHED FROM THE POST OFFICE IN ALAMEDA.  NO NORTH
 FO1404'ON 4TH STREET FOR 0.35 MILE TO STATE HIGHWAY 46 (CORRALES ROAD).
 FO1404'TURN LEFT AND GO WESTERLY ON HIGHWAY 46 AND CORRALES ROAD,
 FO1404'CROSSING THE RIO GRANDE RIVER BRIDGE FOR 2.0 MILES TO A TRAFFIC
 FO1404'LIGHT AND JUNCTION WITH STATE HIGHWAY 448.  TURN LEFT AND GO
 FO1404'SOUTHERLY ON HIGHWAY 448 (COORS ROAD) FOR 1.9 MILES TO PARADISE
 FO1404'BOULEVARD ON RIGHT.  TURN RIGHT AND GO WEST ON THE BOULEVARD
 FO1404'FOR 1.05 MILES TO GOLF COURSE ROAD ON RIGHT.  TURN RIGHT AND
 FO1404'GO NORTHERLY ON GOLF COURSE ROAD FOR 0.7 MILE TO TOP OF A
 FO1404'RISE, A POWER POLE, FIRE HYDRANT (YELLOW) AND AZIMUTH MARK
 FO1404'ON THE LEFT.
 FO1404'
 FO1404'AZIMUTH MARK IS A STANDARD AZIMUTH MARK DISK, STAMPED BLACK 2
 FO1404'1977, SET IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH
 FO1404'THE GROUND.  MARK IS 78 FEET SOUTH-SOUTHWEST OF A FIRE HYDRANT
 FO1404'(YELLOW), 72 FEET EAST OF A SURFACED ROAD (GOLF COURSE RD), 25
 FO1404'FEET WEST-NORTHWEST OF A POWERLINE POLE WITH A GUYLINE ATTACHED
 FO1404'AND 2.5 FEET EAST OF A METAL WITNESS POST.
 FO1404'
 FO1404'A METAL ROD WAS PLACED BESIDE THE AZIMUTH MARK FOR A BETTER FUTURE
 FO1404'RECOVERY OF THE MARK.
 FO1404'
 FO1404'NEAREST TOWN--ALAMEDA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1403 ***********************************************************************
 FO1403  DESIGNATION -  BLACK 2 RM 4
 FO1403  PID         -  FO1403
 FO1403  STATE/COUNTY-  NM/BERNALILLO
 FO1403  USGS QUAD   -  LOS GRIEGOS (1990)
 FO1403
 FO1403                         *CURRENT SURVEY CONTROL
 FO1403  ___________________________________________________________________
 FO1403* NAD 83(1992)-  35 12 19.36949(N)    106 40 34.00354(W)     ADJUSTED  
 FO1403* NAVD 88     -      1589.8    (meters)    5216.     (feet)  VERTCON   
 FO1403  ___________________________________________________________________
 FO1403  LAPLACE CORR-           2.28  (seconds)                    DEFLEC99
 FO1403  GEOID HEIGHT-         -21.27  (meters)                     GEOID03
 FO1403
 FO1403  HORZ ORDER  -  THIRD
 FO1403
 FO1403.The horizontal coordinates were established by classical geodetic methods
 FO1403.and adjusted by the National Geodetic Survey in December 1993..
 FO1403.No horizontal observational check was made to the station.
 FO1403
 FO1403.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1403.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1403
 FO1403.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1403
 FO1403.The geoid height was determined by GEOID03.
 FO1403
 FO1403;                    North         East     Units Scale Factor Converg.
 FO1403;SPC NM C     -   466,440.520   461,202.211   MT  0.99991854   -0 14 44.4
 FO1403;SPC NM C     - 1,530,313.61  1,513,127.59   sFT  0.99991854   -0 14 44.4
 FO1403;UTM  13      - 3,897,106.140   347,427.785   MT  0.99988689   -0 57 59.3
 FO1403
 FO1403!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1403!SPC NM C     -   0.99975385  x   0.99991854  =   0.99967241
 FO1403!UTM  13      -   0.99975385  x   0.99988689  =   0.99964077
 FO1403
 FO1403|---------------------------------------------------------------------|
 FO1403| PID    Reference Object                     Distance      Geod. Az  |
 FO1403|                                                           dddmmss.s |
 FO1403| FO1402 BLACK 2                              12.133 METERS 10340     |
 FO1403| FO1404 BLACK 2 AZ MK                       APPROX. 0.9 KM 2113919.2 |
 FO1403|---------------------------------------------------------------------|
 FO1403
 FO1403                          SUPERSEDED SURVEY CONTROL
 FO1403
 FO1403  NAD 83(1986)-  35 12 19.37506(N)    106 40 34.00604(W) AD(       ) 3
 FO1403  NAD 27      -  35 12 19.22111(N)    106 40 31.90796(W) AD(       ) 3
 FO1403  NGVD 29 (07/19/86) 1589.0    (m)         5213.     (f) VERT ANG       
 FO1403
 FO1403.Superseded values are not recommended for survey control.
 FO1403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1403.See file dsdata.txt to determine how the superseded data were derived.
 FO1403
 FO1403_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU4742897106(NAD 83)
 FO1403_MARKER: DR = REFERENCE MARK DISK
 FO1403_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FO1403_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FO1403_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO1403+STABILITY: SURFACE MOTION
 FO1403
 FO1403  HISTORY     - Date     Condition        Report By
 FO1403  HISTORY     - 1977     MONUMENTED       NGS
 FO1403  HISTORY     - 20050530 POOR             GEOCAC
 FO1403
 FO1403                          STATION DESCRIPTION
 FO1403
 FO1403'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 FO1403'STATION BLACK 2 IS LOCATED ON A LOW SANDY KNOLL, ABOUT 3-1/2 MILES
 FO1403'WEST OF ALAMEDA, 1 MILE NORTH-NORTHEAST OF PARADISE HILLS, 1 MILE
 FO1403'WEST OF STATE HIGHWAY 448 AND ON LAND OWNED BY THE HORIZON LAND
 FO1403'CORPORATION.
 FO1403'
 FO1403'STATION BLACK 2 IS REACHED FROM THE POST OFFICE IN ALAMEDA.  NO NORTH
 FO1403'ON 4TH STREET FOR 0.35 MILE TO STATE HIGHWAY 46 (CORRALES ROAD).
 FO1403'TURN LEFT AND GO WESTERLY ON HIGHWAY 46 AND CORRALES ROAD,
 FO1403'CROSSING THE RIO GRANDE RIVER BRIDGE FOR 2.0 MILES TO A TRAFFIC
 FO1403'LIGHT AND JUNCTION WITH STATE HIGHWAY 448.  TURN LEFT AND GO
 FO1403'SOUTHERLY ON HIGHWAY 448 (COORS ROAD) FOR 1.9 MILES TO PARADISE
 FO1403'BOULEVARD ON RIGHT.  TURN RIGHT AND GO WEST ON THE BOULEVARD
 FO1403'FOR 1.05 MILES TO GOLF COURSE ROAD ON RIGHT.  TURN RIGHT AND GO
 FO1403'NORTHERLY ON GOLF COURSE ROAD FOR 0.7 MILE TO TOP OF A
 FO1403'RISE, A POWER POLE, FIRE HYDRANT (YELLOW).  CONTINUE
 FO1403'STRAIGHT AHEAD ON THE ROAD FOR 0.6 MILE TO A SURFACED
 FO1403'CROSSROAD.  TURN LEFT AND GO WESTERLY ON SURFACED ROAD FOR 0.05
 FO1403'MILE.  TURN LEFT AND GO SOUTHERLY ACROSS COUNTRY FOR ABOUT
 FO1403'220 FEET TO HIGHEST POINT AND STATION.
 FO1403'
 FO1403'REFERENCE MARK 4 IS A STANDARD REFERENCE MARK DISK, STAMPED BLACK 2
 FO1403'NO 4 1977, SET IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH
 FO1403'GROUND.
 FO1403'
 FO1403'NEAREST TOWN--ALAMEDA.
 FO1403
 FO1403                          STATION RECOVERY (2005)
 FO1403
 FO1403'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 FO1403'THE STATION MONUMENT IS TILTED 70 DEGREES, WITH THE DISC NEAR
 FO1403'VERTICAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0319 ***********************************************************************
 DR0319  DESIGNATION -  BLACK AZ MK
 DR0319  PID         -  DR0319
 DR0319  STATE/COUNTY-  NM/CHAVES
 DR0319  USGS QUAD   -  HORSESHOE BEND (1988)
 DR0319
 DR0319                         *CURRENT SURVEY CONTROL
 DR0319  ___________________________________________________________________
 DR0319* NAD 83(1986)-  33 22 07.     (N)    104 52 45.     (W)     SCALED    
 DR0319* NAVD 88     -      1336.665  (meters)    4385.38   (feet)  ADJUSTED  
 DR0319  ___________________________________________________________________
 DR0319  GEOID HEIGHT-         -22.42  (meters)                     GEOID03
 DR0319  DYNAMIC HT  -        1334.779 (meters)    4379.19  (feet)  COMP
 DR0319  MODELED GRAV-     979,179.4   (mgal)                       NAVD 88
 DR0319
 DR0319  VERT ORDER  -  FIRST     CLASS II
 DR0319
 DR0319.The horizontal coordinates were scaled from a topographic map and have
 DR0319.an estimated accuracy of +/- 6 seconds.
 DR0319
 DR0319.The orthometric height was determined by differential leveling
 DR0319.and adjusted by the National Geodetic Survey in October 1996..
 DR0319
 DR0319.The geoid height was determined by GEOID03.
 DR0319
 DR0319.The dynamic height is computed by dividing the NAVD 88
 DR0319.geopotential number by the normal gravity value computed on the
 DR0319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0319.degrees latitude (g = 980.6199 gals.).
 DR0319
 DR0319.The modeled gravity was interpolated from observed gravity values.
 DR0319
 DR0319;                    North         East    Units  Estimated Accuracy
 DR0319;SPC NM E     -   262,770.      114,210.      MT  (+/- 180 meters Scaled)
 DR0319
 DR0319                          SUPERSEDED SURVEY CONTROL
 DR0319
 DR0319  NGVD 29 (??/??/92) 1336.075  (m)         4383.44   (f) ADJ UNCH    1 2
 DR0319
 DR0319.Superseded values are not recommended for survey control.
 DR0319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0319.See file dsdata.txt to determine how the superseded data were derived.
 DR0319
 DR0319_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES112921(NAD 83)
 DR0319_MARKER: DZ = AZIMUTH MARK DISK
 DR0319_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR0319_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DR0319_STAMPING: BLACK 1961
 DR0319_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR0319+STABILITY: SURFACE MOTION
 DR0319
 DR0319  HISTORY     - Date     Condition        Report By
 DR0319  HISTORY     - 1961     MONUMENTED       CGS
 DR0319
 DR0319                          STATION DESCRIPTION
 DR0319
 DR0319'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 DR0319'16.7 MI W FROM ROSWELL.
 DR0319'16.7 MILES WEST ALONG U.S. HIGHWAYS 70 AND 380 FROM THE STATE HIGHWAY
 DR0319'DEPARTMENT OFFICE AT ROSWELL, 125.5 FEET SOUTH OF THE CENTERLINE OF
 DR0319'THE HIGHWAY, 2.5 FEET EAST OF A METAL WITNESS POST WITH SIGN, 2 FEET
 DR0319'ABOVE THE LEVEL OF THE HIGHWAY, 1 FOOT NORTH OF THE RIGHT OF WAY
 DR0319'FENCE, SET IN TOP OF A SQUARE CONCRETE POST PROJECTING 4 INCHES ABOVE
 DR0319'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0807 ***********************************************************************
 EQ0807  DESIGNATION -  BLACK BUTTE
 EQ0807  PID         -  EQ0807
 EQ0807  STATE/COUNTY-  NM/SOCORRO
 EQ0807  USGS QUAD   -  SAN ACACIA (1971)
 EQ0807
 EQ0807                         *CURRENT SURVEY CONTROL
 EQ0807  ___________________________________________________________________
 EQ0807* NAD 83(1992)-  34 15 43.87217(N)    106 53 16.14613(W)     ADJUSTED  
 EQ0807* NAVD 88     -      1496.0    (meters)    4908.     (feet)  VERTCON   
 EQ0807  ___________________________________________________________________
 EQ0807  LAPLACE CORR-           0.83  (seconds)                    DEFLEC99
 EQ0807  GEOID HEIGHT-         -21.84  (meters)                     GEOID03
 EQ0807
 EQ0807  HORZ ORDER  -  FIRST
 EQ0807
 EQ0807.The horizontal coordinates were established by classical geodetic methods
 EQ0807.and adjusted by the National Geodetic Survey in December 1993..
 EQ0807
 EQ0807.The NAVD 88 height was computed by applying the VERTCON shift value to
 EQ0807.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EQ0807
 EQ0807.The Laplace correction was computed from DEFLEC99 derived deflections.
 EQ0807
 EQ0807.The geoid height was determined by GEOID03.
 EQ0807
 EQ0807;                    North         East     Units Scale Factor Converg.
 EQ0807;SPC NM C     -   361,918.002   441,262.366   MT  0.99994251   -0 21 32.7
 EQ0807;SPC NM C     - 1,187,392.64  1,447,708.28   sFT  0.99994251   -0 21 32.7
 EQ0807;UTM  13      - 3,792,839.731   326,189.902   MT  0.99997240   -1 03 47.1
 EQ0807
 EQ0807!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EQ0807!SPC NM C     -   0.99976863  x   0.99994251  =   0.99971116
 EQ0807!UTM  13      -   0.99976863  x   0.99997240  =   0.99974104
 EQ0807
 EQ0807|---------------------------------------------------------------------|
 EQ0807| PID    Reference Object                     Distance      Geod. Az  |
 EQ0807|                                                           dddmmss.s |
 EQ0807| CD1632 BLACK BUTTE RM 1                      6.108 METERS 11515     |
 EQ0807| CD1633 BLACK BUTTE RM 2                      5.120 METERS 20120     |
 EQ0807| CD1631 BLACK BUTTE AZ MK                                  2173924.5 |
 EQ0807|---------------------------------------------------------------------|
 EQ0807
 EQ0807                          SUPERSEDED SURVEY CONTROL
 EQ0807
 EQ0807  NAD 83(1986)-  34 15 43.87817(N)    106 53 16.14657(W) AD(       ) 1
 EQ0807  NAD 27      -  34 15 43.63290(N)    106 53 14.04660(W) AD(       ) 1
 EQ0807  NGVD 29 (07/19/86) 1495.3    (m)         4906.     (f) VERT ANG       
 EQ0807
 EQ0807.Superseded values are not recommended for survey control.
 EQ0807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0807.See file dsdata.txt to determine how the superseded data were derived.
 EQ0807
 EQ0807_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT2619092840(NAD 83)
 EQ0807_MARKER: DS = TRIANGULATION STATION DISK
 EQ0807_SETTING: 80 = SET IN A BOULDER
 EQ0807_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 EQ0807_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EQ0807+SATELLITE: SATELLITE OBSERVATIONS - March 13, 2006
 EQ0807
 EQ0807  HISTORY     - Date     Condition        Report By
 EQ0807  HISTORY     - 1954     MONUMENTED       CGS
 EQ0807  HISTORY     - 1962     GOOD             THOMAS
 EQ0807  HISTORY     - 1973     GOOD             NGS
 EQ0807  HISTORY     - 20060313 GOOD             GEOCAC
 EQ0807
 EQ0807                          STATION DESCRIPTION
 EQ0807
 EQ0807'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (WRH)
 EQ0807'THE STATION IS LOCATED, AIRLINE, ABOUT 14 MILES NORTH OF SOCORRO,
 EQ0807'1-1/2 MILES NORTHEAST OF THE U.S. POST OFFICE IN SAN ACACIA
 EQ0807'AND IT IS ON THE SUMMIT OF A FLAT TOPPED BUTTE ON THE WEST
 EQ0807'SIDE OF THE RIO GRANDE RIVER.
 EQ0807'
 EQ0807'THE STATION MARK IS A STANDARD DISK STAMPED BLACK BUTTE 1954
 EQ0807'SET IN A DRILL HOLE IN A BOULDER THAT IS 16 INCHES IN DIAMETER
 EQ0807'AND PROJECTS 3 INCHES ABOVE THE GROUND.  THE MARK IS 22 FEET
 EQ0807'EAST OF THE WEST EDGE OF THE BUTTE, 15 FEET SOUTH OF THE EXTREME
 EQ0807'NORTH EDGE OF THE BUTTE AND 9.5 FEET NORTH OF A 2 FOOT CAIRN.
 EQ0807'
 EQ0807'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED BLACK BUTTE
 EQ0807'NO 1 1954 SET IN A DRILL HOLE IN A BOULDER THAT IS 18 INCHES
 EQ0807'IN DIAMETER AND PROJECTS 1 INCH ABOVE THE GROUND.  THE MARK
 EQ0807'IS ABOUT THE SAME ELEVATION AS THE STATION.
 EQ0807'
 EQ0807'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED BLACK
 EQ0807'BUTTE NO 2 1954 SET IN A DRILL HOLE IN A BOULDER THAT IS 12
 EQ0807'INCHES IN DIAMETER AND PROJECTS 3 INCHES ABOVE THE GROUND.
 EQ0807'THE MARK IS ABOUT THE SAME ELEVATION AS THE STATION.
 EQ0807'
 EQ0807'THE AZIMUTH MARK IS A STANDARD DISK STAMPED 963.5 USBR 1954
 EQ0807'SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT PROJECTS
 EQ0807'3 INCHES ABOVE THE GROUND.  THE MARK IS 200 FEET EAST OF A LARGE
 EQ0807'IRRIGATION DITCH, 18.0 FEET NORTH OF THE CENTERLINE OF A
 EQ0807'DIRT ROAD, 1 FOOT EAST OF A POWER LINE POLE AND IN AN EAST-WEST
 EQ0807'FENCE LINE.
 EQ0807'
 EQ0807'TO REACH THE STATION FROM THE U.S. POST OFFICE IN SAN ACACIA
 EQ0807'GO NORTH ON U.S. HIGHWAYS 85 AND 60 FOR 0.05 MILE TO CROSSROADS,
 EQ0807'TURN RIGHT OFF OF THE HIGHWAY AND GO EASTERLY ON A DIRT ROAD
 EQ0807'FOR 0.7 MILE TO A MR. CRABTREES HOUSE ON THE LEFT, (GET THE
 EQ0807'KEY HERE FOR THE LOCKED GATE), CONTINUE EASTERLY FOR 0.3 MILE
 EQ0807'TO THE AZIMUTH MARK AS DESCRIBED.  FROM THE AZIMUTH MARK
 EQ0807'CONTINUE EASTERLY FOR 0.2 MILE TO A WIRE GATE ON THE LEFT
 EQ0807'(LOCKED).  TURN LEFT THROUGH THE WIRE GATE AT THE
 EQ0807'SOUTHEAST CORNER OF A CEMETERY AND FOLLOW THE MAIN ROAD
 EQ0807'NORTH AND EASTERLY FOR 0.5 MILE TO THE NORTH END OF THE
 EQ0807'BUTTE AND THE END OF TRUCK TRAVEL.  FROM THE END OF TRUCK
 EQ0807'TRAVEL PACK SOUTHEAST TO THE TOP OF THE BUTTE TO THE
 EQ0807'STATION AS DESCRIBED.  THIS IS A 10 MINUTE PACK.
 EQ0807'
 EQ0807'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 EQ0807
 EQ0807                          STATION RECOVERY (1962)
 EQ0807
 EQ0807'RECOVERY NOTE BY THOMAS ENG AND SURV 1962
 EQ0807'STATION MARK WAS UNDISTURBED.  THE REFERENCE AND AZIMUTH MARKS WERE
 EQ0807'NOT SEARCHED FOR.
 EQ0807
 EQ0807                          STATION RECOVERY (1973)
 EQ0807
 EQ0807'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CWW)
 EQ0807'THE STATION MARK AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED
 EQ0807'AND FOUND IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 EQ0807'
 EQ0807'TO REACH THE STATION FROM THE U.S. POST OFFICE IN SAN ACACIA, GO
 EQ0807'EAST ON PAVED ROAD 0.1 MILES OVER INTERSTATE 25, CONTINUE EASTERLY
 EQ0807'0.25 MILES TO A CATTLE GUARD AND EDGE OF PAVEMENT.  CONTINUE
 EQ0807'EASTERLY 0.5 MILES TO A DIRT ROAD FOLLOWING THE BANK OF AN
 EQ0807'IRRIGATION DITCH, TURN LEFT, NORTH, GO 0.6 MILES TO THE END OF
 EQ0807'THE ROAD AND THE RAILROAD TRACKS DIRECTLY AHEAD.  TO THE LEFT,
 EQ0807'NORTH, ALONG THE TRACKS A DIM TRAIL ROAD CLIMBS THE BUTTE,
 EQ0807'FOLLOW THIS ROAD 0.2 MILES TO THE END OF TRUCK TRAVEL.  PACK WEST
 EQ0807'UP THE HILL AND TO THE STATION.
 EQ0807'
 EQ0807'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 EQ0807'13 MILES N OF SOCORRO.
 EQ0807
 EQ0807                          STATION RECOVERY (2006)
 EQ0807
 EQ0807'RECOVERY NOTE BY GEOCACHING 2006 (BMC)
 EQ0807'RM1 AND RM 2 WERE FOUND WITH THEIR DISKS REMOVED, BUT RODS STILL IN
 EQ0807'PLACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0923 ***********************************************************************
 CY0923  DESIGNATION -  BLACK HILL
 CY0923  PID         -  CY0923
 CY0923  STATE/COUNTY-  NM/GRANT
 CY0923  USGS QUAD   -  HURLEY EAST (1992)
 CY0923
 CY0923                         *CURRENT SURVEY CONTROL
 CY0923  ___________________________________________________________________
 CY0923* NAD 83(1992)-  32 44 33.56678(N)    108 05 52.17180(W)     ADJUSTED  
 CY0923* NAVD 88     -      2180.8    (meters)    7155.     (feet)  VERTCON   
 CY0923  ___________________________________________________________________
 CY0923  LAPLACE CORR-           3.36  (seconds)                    DEFLEC99
 CY0923  GEOID HEIGHT-         -23.52  (meters)                     GEOID03
 CY0923
 CY0923  HORZ ORDER  -  FIRST
 CY0923
 CY0923.The horizontal coordinates were established by classical geodetic methods
 CY0923.and adjusted by the National Geodetic Survey in December 1993..
 CY0923
 CY0923.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0923.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0923
 CY0923.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY0923
 CY0923.The geoid height was determined by GEOID03.
 CY0923
 CY0923;                    North         East     Units Scale Factor Converg.
 CY0923;SPC NM W     -   193,248.712   805,212.879   MT  0.99992424   -0 08 35.0
 CY0923;SPC NM W     -   634,016.82  2,641,769.25   sFT  0.99992424   -0 08 35.0
 CY0923;UTM  12      - 3,626,485.550   771,941.965   MT  1.00051198   +1 34 14.4
 CY0923
 CY0923!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY0923!SPC NM W     -   0.99966141  x   0.99992424  =   0.99958568
 CY0923!UTM  12      -   0.99966141  x   1.00051198  =   1.00017322
 CY0923
 CY0923:                Primary Azimuth Mark                     Grid Az
 CY0923:SPC NM W     -  SANTA RITA WATER TOWER                   019 06 21.9
 CY0923:UTM  12      -  SANTA RITA WATER TOWER                   017 23 32.5
 CY0923
 CY0923|---------------------------------------------------------------------|
 CY0923| PID    Reference Object                     Distance      Geod. Az  |
 CY0923|                                                           dddmmss.s |
 CY0923| CY0907 SANTA RITA WATER TOWER              APPROX. 7.4 KM 0185746.9 |
 CY0923| CC6103 BLACK HILL RM 1                      10.904 METERS 12929     |
 CY0923| CY0924 HURLEY SMOKESTACK                   APPROX. 5.4 KM 2070829.5 |
 CY0923| CC6104 BLACK HILL RM 2                       8.213 METERS 21718     |
 CY0923| CC6102 BLACK HILL AZ MK                                   2825348.0 |
 CY0923| CY0914 FORT BAYARD WATER TANK              APPROX. 8.1 KM 3221622.4 |
 CY0923|---------------------------------------------------------------------|
 CY0923
 CY0923                          SUPERSEDED SURVEY CONTROL
 CY0923
 CY0923  NAD 83(1986)-  32 44 33.56457(N)    108 05 52.17170(W) AD(       ) 1
 CY0923  NAD 27      -  32 44 33.28851(N)    108 05 50.01922(W) AD(       ) 1
 CY0923  NGVD 29 (07/19/86) 2179.9    (m)         7152.     (f) VERT ANG       
 CY0923
 CY0923.Superseded values are not recommended for survey control.
 CY0923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0923.See file dsdata.txt to determine how the superseded data were derived.
 CY0923
 CY0923_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYB7194226486(NAD 83)
 CY0923_MARKER: DS = TRIANGULATION STATION DISK
 CY0923_SETTING: 66 = SET IN ROCK OUTCROP
 CY0923
 CY0923  HISTORY     - Date     Condition        Report By
 CY0923  HISTORY     - 1945     MONUMENTED       CGS
 CY0923  HISTORY     - 1945     GOOD             USGS
 CY0923
 CY0923                          STATION DESCRIPTION
 CY0923
 CY0923'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (RAM)
 CY0923'THE STATION IS ON THE HIGHEST POINT OF THE BARE ROCKY RANGE LYING
 CY0923'ABOUT 10 MILES ESE OF SILVER CITY, 4 MILES SE OF CENTRAL,
 CY0923'AND 4 MILES NE OF HURLEY.  IT IS A PROMINENT ROUND-TOPPED
 CY0923'HILL WHICH APPEARS AS THE HIGHEST OF THREE FROM THE AZIMUTH
 CY0923'MARK, AND IS ON THE SE SIDE OF A PROMINENT CANYON THAT LEADS
 CY0923'INTO THE RANGE FROM THE VICINITY OF HURLEY.
 CY0923'
 CY0923'TO REACH THE STATION FROM THE BRIDGE AND MAIN CORNER IN CENTRAL,
 CY0923'GO E AND S ON U.S. HIGHWAY 260 FOR 1.95 MILES, THENCE KEEP
 CY0923'THE RIGHT FORK ON U.S. HIGHWAY 260 FOR 0.65 MILE TO THE AZIMUTH
 CY0923'MARK IN THE CONCRETE ABUTMENT OF A WOODEN HIGHWAY BRIDGE,
 CY0923'0.2 MILE BEFORE CROSSING THE RAILROAD TRACKS.  CONTINUE
 CY0923'0.5 MILE FROM THE AZIMUTH MARK TO A DIRT ROAD LEFT OVER A
 CY0923'CATTLE GUARD INTO A RANCH.  TURN LEFT FOR 0.1 MILE TO WHERE
 CY0923'THE ROAD DIVIDES INTO THREE PARTS JUST BEFORE REACHING THE
 CY0923'RANCH.  TAKE THE FORK FARTHEST TO THE RIGHT FOR 0.05 MILE
 CY0923'TO A WIRE GATE.  CONTINUE FOR 0.2 MILE TO A LARGE WASH,
 CY0923'CROSS WASH AND TURN LEFT AT TOP OF BANK FOR 0.2 MILE TO A
 CY0923'LEFT FORK JUST BEFORE A SMALL WASH.  TURN LEFT AND
 CY0923'FOLLOW AN OLD TRACK ROAD NE UP THE WASH AND CANYON FOR
 CY0923'0.85 MILE TO THE END OF TRUCK TRAVEL, 0.15 MILE AFTER
 CY0923'CROSSING TO THE SE SIDE OF THE WASH.  FROM HERE PACK SE FOR
 CY0923'ABOUT ONE MILE TO THE TOP OF THE DIVIDE, THENCE NE FOR
 CY0923'ABOUT ONE MILE TO THE TOP OF THE MIDDLE AND HIGHEST OF
 CY0923'THE THREE PEAKS.  A PACK OF ABOUT 2 HOURS.
 CY0923'
 CY0923'THE STATION MARK, WHICH IS A BRONZE STATION DISK, STAMPED
 CY0923'BLACK HILL 1945, IS SET IN A DRILL HOLE IN OUTCROPPING BEDROCK
 CY0923'WHICH PROJECTS ABOUT 2 INCHES ABOVE THE GROUND AND IS LOCATED
 CY0923'82-1/2 FEET ESE OF A WIRE FENCE ON THE HIGHEST PART OF HILL.
 CY0923'
 CY0923'REFERENCE MARK 1, WHICH IS A BRONZE REFERENCE DISK, STAMPED
 CY0923'BLACK HILL NO 1 1945, IS SET IN A DRILL HOLE IN OUTCROPPING
 CY0923'BEDROCK WHICH PROJECTS ABOUT 5 INCHES ABOVE THE GROUND AND IS
 CY0923'LOCATED SE OF THE STATION AND ABOUT 6 FEET LOWER.
 CY0923'
 CY0923'REFERENCE MARK 2, WHICH IS A BRONZE REFERENCE DISK, STAMPED
 CY0923'BLACK HILL NO 2 1945, IS SET IN A DRILL HOLE IN OUTCROPPING
 CY0923'BEDROCK WHICH PROJECTS ABOUT 2 INCHES ABOVE THE GROUND AND
 CY0923'IS LOCATED SW OF THE STATION ON ABOUT THE SAME LEVEL.
 CY0923'
 CY0923'THE AZIMUTH MARK, WHICH IS A BRONZE AZIMUTH DISK, STAMPED
 CY0923'BLACK HILL 1945, IS SET IN A DRILL HOLE IN THE SE END OF
 CY0923'THE CONCRETE ABUTMENT OF A SMALL HIGHWAY BRIDGE ABOUT 150
 CY0923'YARDS W OF THE ATCHISON, TOPEKA AND SANTA FE RAILWAY TRACKS.
 CY0923'IT IS WNW OF THE STATION AND ABOUT 1/2 FOOT BELOW THE LEVEL
 CY0923'OF THE ROAD.  IT IS 13 FEET ENE OF THE CENTER OF THE HIGHWAY.
 CY0923
 CY0923                          STATION RECOVERY (1945)
 CY0923
 CY0923'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1945
 CY0923'STATION MARK--STANDARD USC AND GS STATION DISK, STAMPED ---BLACK
 CY0923'HILL 1945---, AND SET IN OUTCROPPING BEDROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS1156 ***********************************************************************
 DS1156  DESIGNATION -  BLACK LEDGE
 DS1156  PID         -  DS1156
 DS1156  STATE/COUNTY-  NM/OTERO
 DS1156  USGS QUAD   -  TULAROSA NE (1982)
 DS1156
 DS1156                         *CURRENT SURVEY CONTROL
 DS1156  ___________________________________________________________________
 DS1156* NAD 83(1992)-  33 10 47.22692(N)    106 00 05.49392(W)     ADJUSTED  
 DS1156* NAVD 88     -      1534.     (meters)    5033.     (feet)  SCALED    
 DS1156  ___________________________________________________________________
 DS1156  LAPLACE CORR-          11.41  (seconds)                    DEFLEC99
 DS1156  GEOID HEIGHT-         -21.71  (meters)                     GEOID03
 DS1156
 DS1156  HORZ ORDER  -  THIRD
 DS1156
 DS1156.The horizontal coordinates were established by classical geodetic methods
 DS1156.and adjusted by the National Geodetic Survey in December 1993..
 DS1156
 DS1156.The orthometric height was scaled from a topographic map.
 DS1156
 DS1156.The Laplace correction was computed from DEFLEC99 derived deflections.
 DS1156
 DS1156.The geoid height was determined by GEOID03.
 DS1156
 DS1156;                    North         East     Units Scale Factor Converg.
 DS1156;SPC NM C     -   241,716.319   523,171.189   MT  0.99990662   +0 08 09.5
 DS1156;SPC NM C     -   793,030.96  1,716,437.48   sFT  0.99990662   +0 08 09.5
 DS1156;UTM  13      - 3,671,664.868   406,629.892   MT  0.99970749   -0 32 53.3
 DS1156
 DS1156!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS1156!SPC NM C     -   0.99976268  x   0.99990662  =   0.99966932
 DS1156!UTM  13      -   0.99976268  x   0.99970749  =   0.99947024
 DS1156
 DS1156|---------------------------------------------------------------------|
 DS1156| PID    Reference Object                     Distance      Geod. Az  |
 DS1156|                                                           dddmmss.s |
 DS1156| CD1635 BLACK LEDGE RM 1                     12.120 METERS 04943     |
 DS1156| CD1636 BLACK LEDGE RM 2                      8.704 METERS 12905     |
 DS1156| CD1634 BLACK LEDGE AZ MK                                  2930504.5 |
 DS1156|---------------------------------------------------------------------|
 DS1156
 DS1156                          SUPERSEDED SURVEY CONTROL
 DS1156
 DS1156  NAD 83(1986)-  33 10 47.23459(N)    106 00 05.49588(W) AD(       ) 3
 DS1156  NAD 27      -  33 10 46.94960(N)    106 00 03.53050(W) AD(       ) 3
 DS1156
 DS1156.Superseded values are not recommended for survey control.
 DS1156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS1156.See file dsdata.txt to determine how the superseded data were derived.
 DS1156
 DS1156_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDS0663071665(NAD 83)
 DS1156_MARKER: DS = TRIANGULATION STATION DISK
 DS1156_SETTING: 80 = SET IN A BOULDER
 DS1156_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 DS1156
 DS1156  HISTORY     - Date     Condition        Report By
 DS1156  HISTORY     - 1936     MONUMENTED       CGS
 DS1156
 DS1156                          STATION DESCRIPTION
 DS1156
 DS1156'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 DS1156'THE STATION IS 3 MILES DUE EAST OF TEMPORAL STATION ON THE
 DS1156'SOUTHERN PACIFIC RAILWAY, 1 MILE SOUTH OF RINCONADO CREEK ON
 DS1156'A BARREN SPUR RIDGE WHICH IS THE HIGHEST IN THE VICINITY, AND
 DS1156'WHICH RUNS EAST-SOUTHEAST AND WEST-NORTHWEST, IN THE WESTERN
 DS1156'FOOTHILLS OF THE COYOTE MOUNTAINS.  THE RIDGE IS CONSPICUOUS
 DS1156'DUE TO A 20-FOOT BLACK LEDGE ALONG THE SOUTH CREST.  THE
 DS1156'STATION, AZIMUTH, AND REFERENCE MARKS ARE STANDARD DISKS SET IN
 DS1156'ROCK.  REFERENCE MARK NO. 1
 DS1156'IS 12.120 METERS (39.76 FEET) FROM THE STATION
 DS1156'N 49 DEG 43 MIN E, AND NO. 2 IS 8.704 METERS (28.56 FEET) FROM
 DS1156'THE STATION S 50 DEG 55 MIN E.  THE AZIMUTH MARK
 DS1156'IS ON TOP OF A SMALL, ROCKY HILL APPROXIMATELY 0.3 MILE FROM
 DS1156'THE STATION N 66 DEG 55 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1908 ***********************************************************************
 CX1908  DESIGNATION -  BLACK MOUNTAIN CAIRN
 CX1908  PID         -  CX1908
 CX1908  STATE/COUNTY-  NM/LUNA
 CX1908  USGS QUAD   -  WILLIAMS RANCH (1972)
 CX1908
 CX1908                         *CURRENT SURVEY CONTROL
 CX1908  ___________________________________________________________________
 CX1908* NAD 83(1992)-  32 19 58.99587(N)    107 53 02.34783(W)     ADJUSTED  
 CX1908* NAVD 88     -                                                        
 CX1908  ___________________________________________________________________
 CX1908  LAPLACE CORR-           0.39  (seconds)                    DEFLEC99
 CX1908  GEOID HEIGHT-         -24.50  (meters)                     GEOID03
 CX1908
 CX1908  HORZ ORDER  -  THIRD
 CX1908
 CX1908.The horizontal coordinates were established by classical geodetic methods
 CX1908.and adjusted by the National Geodetic Survey in December 1993..
 CX1908
 CX1908
 CX1908.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1908
 CX1908.The geoid height was determined by GEOID03.
 CX1908
 CX1908;                    North         East     Units Scale Factor Converg.
 CX1908;SPC NM W     -   147,799.234   825,231.496   MT  0.99991695   -0 01 37.5
 CX1908;SPC NM W     -   484,904.65  2,707,447.00   sFT  0.99991695   -0 01 37.5
 CX1908;UTM  13      - 3,581,009.247   228,532.030   MT  1.00050889   -1 32 36.3
 CX1908
 CX1908                          SUPERSEDED SURVEY CONTROL
 CX1908
 CX1908  NAD 83(1986)-  32 19 58.99408(N)    107 53 02.34704(W) AD(       ) 4
 CX1908  NAD 27      -  32 19 58.68784(N)    107 53 00.22531(W) AD(       ) 3
 CX1908
 CX1908.Superseded values are not recommended for survey control.
 CX1908.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1908.See file dsdata.txt to determine how the superseded data were derived.
 CX1908
 CX1908_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBR2853281009(NAD 83)
 CX1908_MARKER: 72 = CAIRN
 CX1908
 CX1908  HISTORY     - Date     Condition        Report By
 CX1908  HISTORY     - 1910     FIRST OBSERVED   CGS
 CX1908
 CX1908                          STATION DESCRIPTION
 CX1908
 CX1908'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0668 ***********************************************************************
 DT0668  DESIGNATION -  BLACK MOUNTAIN LOOKOUT TOWER
 DT0668  PID         -  DT0668
 DT0668  STATE/COUNTY-  NM/CATRON
 DT0668  USGS QUAD   -  BLACK MOUNTAIN (1967)
 DT0668
 DT0668                         *CURRENT SURVEY CONTROL
 DT0668  ___________________________________________________________________
 DT0668* NAD 83(1992)-  33 22 40.90301(N)    108 13 37.96451(W)     ADJUSTED  
 DT0668* NAVD 88     -                                                        
 DT0668  ___________________________________________________________________
 DT0668  LAPLACE CORR-           0.69  (seconds)                    DEFLEC99
 DT0668  GEOID HEIGHT-         -22.62  (meters)                     GEOID03
 DT0668
 DT0668  HORZ ORDER  -  THIRD
 DT0668
 DT0668.The horizontal coordinates were established by classical geodetic methods
 DT0668.and adjusted by the National Geodetic Survey in December 1993..
 DT0668
 DT0668
 DT0668.The Laplace correction was computed from DEFLEC99 derived deflections.
 DT0668
 DT0668.The geoid height was determined by GEOID03.
 DT0668
 DT0668;                    North         East     Units Scale Factor Converg.
 DT0668;SPC NM W     -   263,747.381   793,351.451   MT  0.99993322   -0 13 00.1
 DT0668;SPC NM W     -   865,311.20  2,602,853.89   sFT  0.99993322   -0 13 00.1
 DT0668;UTM  12      - 3,696,632.065   757,952.081   MT  1.00042044   +1 31 34.8
 DT0668
 DT0668                          SUPERSEDED SURVEY CONTROL
 DT0668
 DT0668  NAD 83(1986)-  33 22 40.90454(N)    108 13 37.96764(W) AD(       ) 4
 DT0668  NAD 27      -  33 22 40.66315(N)    108 13 35.78133(W) AD(       ) 3
 DT0668
 DT0668.Superseded values are not recommended for survey control.
 DT0668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0668.See file dsdata.txt to determine how the superseded data were derived.
 DT0668
 DT0668_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYB5795296632(NAD 83)
 DT0668_MARKER: 57 = LOOKOUT TOWER
 DT0668
 DT0668  HISTORY     - Date     Condition        Report By
 DT0668  HISTORY     - 1945     FIRST OBSERVED   CGS
 DT0668  HISTORY     - 1966     GOOD             CGS
 DT0668
 DT0668                          STATION DESCRIPTION
 DT0668
 DT0668'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (JWC)
 DT0668'THE STATION IS ABOUT 7-1/2 MILES SOUTHWEST OF BEAVERHEAD,
 DT0668'ON TOP OF BLACK MOUNTAIN.
 DT0668'
 DT0668'THE STATION IS THE CENTER OF THE BASE OF A 50 FOOT HIGH,
 DT0668'FOUR LEGGED STRUCTURE, SUPPORTING A LOOKOUT CABIN.
 DT0668'
 DT0668'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 DT0668'JORDAN 1945, THE DISTANCE BEING 27.72 FEET OR 8.448 METERS
 DT0668'NORTH OF THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY1080 ***********************************************************************
 CY1080  DESIGNATION -  BLACK MTN
 CY1080  PID         -  CY1080
 CY1080  STATE/COUNTY-  NM/HIDALGO
 CY1080  USGS QUAD   -  CANADOR PEAK (1990)
 CY1080
 CY1080                         *CURRENT SURVEY CONTROL
 CY1080  ___________________________________________________________________
 CY1080* NAD 83(1992)-  32 41 41.55702(N)    108 53 19.16837(W)     ADJUSTED  
 CY1080* NAVD 88     -      1704.5    (meters)    5592.     (feet)  VERTCON   
 CY1080  ___________________________________________________________________
 CY1080  LAPLACE CORR-           4.06  (seconds)                    DEFLEC99
 CY1080  GEOID HEIGHT-         -25.39  (meters)                     GEOID03
 CY1080
 CY1080  HORZ ORDER  -  THIRD
 CY1080
 CY1080.The horizontal coordinates were established by classical geodetic methods
 CY1080.and adjusted by the National Geodetic Survey in December 1993..
 CY1080
 CY1080.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY1080.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY1080
 CY1080.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY1080
 CY1080.The geoid height was determined by GEOID03.
 CY1080
 CY1080;                    North         East     Units Scale Factor Converg.
 CY1080;SPC NM W     -   188,411.680   731,044.362   MT  1.00003737   -0 34 12.3
 CY1080;SPC NM W     -   618,147.32  2,398,434.71   sFT  1.00003737   -0 34 12.3
 CY1080;UTM  12      - 3,619,432.221   697,927.664   MT  1.00008308   +1 08 27.0
 CY1080
 CY1080!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY1080!SPC NM W     -   0.99973643  x   1.00003737  =   0.99977379
 CY1080!UTM  12      -   0.99973643  x   1.00008308  =   0.99981949
 CY1080
 CY1080:                Primary Azimuth Mark                     Grid Az
 CY1080:SPC NM W     -  17 DHW                                   113 45 18.3
 CY1080:UTM  12      -  17 DHW                                   112 02 39.0
 CY1080
 CY1080|---------------------------------------------------------------------|
 CY1080| PID    Reference Object                     Distance      Geod. Az  |
 CY1080|                                                           dddmmss.s |
 CY1080| CY1077 17 DHW                              APPROX.15.5 KM 1131106.0 |
 CY1080|---------------------------------------------------------------------|
 CY1080
 CY1080                          SUPERSEDED SURVEY CONTROL
 CY1080
 CY1080  NAD 83(1992)-  32 41 41.55664(N)    108 53 19.16814(W) AD(       ) 3
 CY1080  NAD 83(1986)-  32 41 41.55274(N)    108 53 19.16672(W) AD(       ) 3
 CY1080  NAD 27      -  32 41 41.29294(N)    108 53 16.95922(W) AD(       ) 3
 CY1080  NGVD 29 (07/19/86) 1703.8    (m)         5590.     (f) VERT ANG       
 CY1080
 CY1080.Superseded values are not recommended for survey control.
 CY1080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1080.See file dsdata.txt to determine how the superseded data were derived.
 CY1080
 CY1080_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB9792819432(NAD 83)
 CY1080_MARKER: DD = SURVEY DISK
 CY1080_SETTING: 66 = SET IN ROCK OUTCROP
 CY1080_SP_SET: SET IN BEDROCK
 CY1080_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CY1080+STABILITY: POSITION/ELEVATION WELL
 CY1080
 CY1080  HISTORY     - Date     Condition        Report By
 CY1080  HISTORY     - 1957     MONUMENTED       USGS
 CY1080
 CY1080                          STATION DESCRIPTION
 CY1080
 CY1080'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 CY1080'STATION IS LOCATED ABOUT 7 MI. (AIRLINE) E. AND 0.5 MI. S. OF VIRDEN,
 CY1080'NEW MEXICO, ON THE HIGHEST POINT OF BLACK MOUNTAIN.
 CY1080'
 CY1080'TO REACH FROM THE MORMAN CHURCH IN VIRDEN, NEW MEXICO, GO S. FOR ONE
 CY1080'BLOCK TO STATE HIGHWAY NO. 82, GO LEFT ON HIGHWAY 82 FOR 3.5 MI. TO
 CY1080'DIRT RD. E., GO LEFT (E.) FOR 0.5 MI. TO FORKS, TAKE LEFT FORK AND GO
 CY1080'2.3 MI. TO CATTLEGUARD, GO LEFT (N.) ON E. SIDE OF FENCE ON DIM TRACK
 CY1080'RD. FOR 1.5 MI. TO END OF TRUCK TRAVEL, PACK N. FOR 1 HOUR AND 20
 CY1080'MINUTES TO HIGHEST POINT OF MOUNTAIN AND STATION.
 CY1080'
 CY1080'STATION MARK--STANDARD TABLET, STAMPED ---BLACK MTN. 1957---, AND SET
 CY1080'IN BEDROCK.
 CY1080'
 CY1080'REFERENCE MARK NO. 1--STANDARD REFERENCE TABLET, STAMPED ---BLACK
 CY1080'MTN. NO. 1 1957---, SET IN BEDROCK 61.66 FT. FROM STATION MARK,
 CY1080'N 06 DEG 03 MIN W.
 CY1080'
 CY1080'REFERENCE MARK NO. 2--STANDARD REFERENCE TABLET, STAMPED ---BLACK
 CY1080'MTN. 1957---, SET IN BEDROCK 95.51 FT. FROM STATION MARK,
 CY1080'S 86 DEG 57 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0922 ***********************************************************************
 CY0922  DESIGNATION -  BLACK RESET
 CY0922  PID         -  CY0922
 CY0922  STATE/COUNTY-  NM/GRANT
 CY0922  USGS QUAD   -  TWIN SISTERS (1992)
 CY0922
 CY0922                         *CURRENT SURVEY CONTROL
 CY0922  ___________________________________________________________________
 CY0922* NAD 83(1992)-  32 54 34.32771(N)    108 09 44.20240(W)     ADJUSTED  
 CY0922* NAVD 88     -      2753.6    (meters)    9034.     (feet)  VERTCON   
 CY0922  ___________________________________________________________________
 CY0922  LAPLACE CORR-           2.69  (seconds)                    DEFLEC99
 CY0922  GEOID HEIGHT-         -23.22  (meters)                     GEOID03
 CY0922
 CY0922  HORZ ORDER  -  FIRST
 CY0922
 CY0922.The horizontal coordinates were established by classical geodetic methods
 CY0922.and adjusted by the National Geodetic Survey in December 1993..
 CY0922
 CY0922.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0922.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0922
 CY0922.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY0922
 CY0922.The geoid height was determined by GEOID03.
 CY0922
 CY0922;                    North         East     Units Scale Factor Converg.
 CY0922;SPC NM W     -   211,771.218   799,230.183   MT  0.99992834   -0 10 43.4
 CY0922;SPC NM W     -   694,786.07  2,622,141.03   sFT  0.99992834   -0 10 43.4
 CY0922;UTM  12      - 3,644,830.759   765,403.105   MT  1.00046862   +1 32 33.6
 CY0922
 CY0922!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY0922!SPC NM W     -   0.99957151  x   0.99992834  =   0.99949988
 CY0922!UTM  12      -   0.99957151  x   1.00046862  =   1.00003993
 CY0922
 CY0922:                Primary Azimuth Mark                     Grid Az
 CY0922:SPC NM W     -  SANTA RITA WATER TOWER                   143 54 05.5
 CY0922:UTM  12      -  SANTA RITA WATER TOWER                   142 10 48.5
 CY0922
 CY0922|---------------------------------------------------------------------|
 CY0922| PID    Reference Object                     Distance      Geod. Az  |
 CY0922|                                                           dddmmss.s |
 CY0922| CY0907 SANTA RITA WATER TOWER              APPROX.14.3 KM 1434322.1 |
 CY0922| CY0935 HURLEY WATER TOWER                  APPROX.23.3 KM 1723737.2 |
 CY0922| CC6108 BLACK RM 1                            4.273 METERS 23256     |
 CY0922| CY0920 SIGNAL                              APPROX. 2.3 KM 3151749.3 |
 CY0922| CC6109 BLACK RM 2                            4.282 METERS 31538     |
 CY0922|---------------------------------------------------------------------|
 CY0922
 CY0922                          SUPERSEDED SURVEY CONTROL
 CY0922
 CY0922  NAD 83(1986)-  32 54 34.32520(N)    108 09 44.20336(W) AD(       ) 1
 CY0922  NAD 27      -  32 54 34.06320(N)    108 09 42.03646(W) AD(       ) 1
 CY0922  NGVD 29 (07/19/86) 2752.5    (m)         9030.     (f) VERT ANG       
 CY0922
 CY0922.Superseded values are not recommended for survey control.
 CY0922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0922.See file dsdata.txt to determine how the superseded data were derived.
 CY0922
 CY0922_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYB6540344831(NAD 83)
 CY0922_MARKER: DD = SURVEY DISK
 CY0922_SETTING: 66 = SET IN ROCK OUTCROP
 CY0922
 CY0922  HISTORY     - Date     Condition        Report By
 CY0922  HISTORY     - 1936     MONUMENTED       USGS
 CY0922  HISTORY     - 1945     GOOD             USGS
 CY0922
 CY0922                          STATION DESCRIPTION
 CY0922
 CY0922'DESCRIBED BY US GEOLOGICAL SURVEY 1936 (WRP)
 CY0922'THE STATION IS 4.0 MILES NE OF PINOS ALTOS, ON THE HIGHEST
 CY0922'POINT OF THE HIGHEST PEAK OF A MOUNTAIN RANGE.  THE PEAK IS
 CY0922'KNOWN LOCALLY AS BLACK MOUNTAIN.  THE STATION MARK IS A BRONZE
 CY0922'U.S. GEOLOGICAL SURVEY STATION DISK CEMENTED IN A DRILL HOLE IN
 CY0922'A ROCK OUTCROP.
 CY0922'
 CY0922'REFERENCE MARK 1 IS A BRONZE U.S. GEOLOGICAL SURVEY BENCH-MARK
 CY0922'DISK, STAMPED EL. 9.022 FT., CEMENTED IN A DRILL HOLE IN A ROCK
 CY0922'OUTCROP, AND 4.273 METERS (14.02 FEET) FROM THE STATION
 CY0922'AND REFERENCE MARK 2, A BRONZE
 CY0922'REFERENCE DISK SET IN ROCK IS 4.283 METERS
 CY0922'(14.05 FEET) FROM THE STATION.
 CY0922'STATION SIGNAL MAY BE USED AS AN AZIMUTH MARK.
 CY0922
 CY0922                          STATION RECOVERY (1945)
 CY0922
 CY0922'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1945 (RAM)
 CY0922'STATION WAS RECOVERED AND ALL MARKS FOUND AS DESCRIBED AND IN
 CY0922'GOOD CONDITION.  IT IS LOCATED ABOUT 4.0 MILES NE OF PINOS
 CY0922'ALTOS, ON THE HIGHEST POINT OF THE PINOS ALTOS RANGE WHICH IS
 CY0922'LOCALLY KNOWN AS BLACK MOUNTAIN.
 CY0922'
 CY0922'TO REACH THE STATION FROM THE PINOS ALTOS SCHOOL, GO STRAIGHT
 CY0922'AHEAD ON THE MAIN ROAD LEADING PAST THE CHURCH FOR 7.4 MILES
 CY0922'TO A CATTLE GUARD AND A FOREST SERVICE SIGN READING REDSTONE
 CY0922'FIRE CABIN, CONTINUE STRAIGHT AHEAD THROUGH THE CATTLE GUARD
 CY0922'FOR 0.2 MILE TO A SIGN READING BEAR CANYON 9 MI., BEAR RIGHT
 CY0922'ON THE MAIN TRAVELED ROAD AND CONTINUE FOR 6.9 MILES TO A FENCE,
 CY0922'PASS THROUGH THE OPENING IN THE FENCE AND CONTINUE FOR 0.8
 CY0922'MILE, BEAR RIGHT ON THE MAIN ROAD AND CONTINUE AROUND A FENCED
 CY0922'AREA FOR 0.8 MILE, COMING TO THE END OF TRUCK TRAVEL AT A
 CY0922'WOODEN GATE ABOUT 0.1 MILE BEFORE COMING TO AN OLD ABANDONED
 CY0922'RANCH HOUSE.  PACK THROUGH THE GATE AND W ALONG THE FENCE
 CY0922'TO THE TOP OF THE RIDGE, THENCE BEAR TO THE LEFT TO A BLAZED
 CY0922'TRAIL AND CONTINUE TO A FOREST SERVICE SIGN READING
 CY0922'PINOS ALTOS 5 MI.  FROM THIS POINT LEAVE THE TRAIL AND
 CY0922'BEAR RIGHT UP THE RIDGE ABOUT 1/8 MILE TO THE TOP AND THE
 CY0922'STATION.
 CY0922'
 CY0922'STATION MARK IS A U.S. GEOLOGICAL SURVEY STATION DISK, SET IN
 CY0922'OUTCROPPING BEDROCK ABOUT FLUSH WITH THE SURROUNDING SURFACE AND
 CY0922'STAMPED BLACK ELEVATION ABOVE SEA 9022 FEET 1900 36.  IT IS
 CY0922'NOT ON THE HIGHEST POINT BUT 16 FEET SE OF IT AND ABOUT 1
 CY0922'FOOT LOWER.
 CY0922'
 CY0922'REFERENCE MARK 1 IS A BRONZE U.S. GEOLOGICAL SURVEY BENCH-MARK
 CY0922'DISK, SET IN OUTCROPPING BEDROCK PROJECTING ABOUT 2 INCHES.
 CY0922'AND STAMPED BLACK ELEVATION ABOVE SEA 9022 FEET NO 1 1936.
 CY0922'IT IS SW OF THE STATION AND ABOUT LEVEL WITH IT.
 CY0922'
 CY0922'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK, SET IN OUTCROPPING
 CY0922'BEDROCK PROJECTING ABOUT 2 INCHES, AND STAMPED BLACK NO 2 1936.
 CY0922'IT IS NW OF THE STATION, ABOUT 1 FOOT HIGHER, AND IS 2 FEET
 CY0922'W OF THE HIGHEST POINT ON THE PEAK.
 CY0922'
 CY0922'AZIMUTH MARK IS STATION SIGNAL 1936.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0752 ***********************************************************************
 CW0752  DESIGNATION -  BLACK RIVER
 CW0752  PID         -  CW0752
 CW0752  STATE/COUNTY-  NM/EDDY
 CW0752  USGS QUAD   -  BOND DRAW (1985)
 CW0752
 CW0752                         *CURRENT SURVEY CONTROL
 CW0752  ___________________________________________________________________
 CW0752* NAD 83(1992)-  32 10 26.92655(N)    104 13 43.22234(W)     ADJUSTED  
 CW0752* NAVD 88     -      1056.3    (meters)    3466.     (feet)  VERTCON   
 CW0752  ___________________________________________________________________
 CW0752  LAPLACE CORR-          -4.30  (seconds)                    DEFLEC99
 CW0752  GEOID HEIGHT-         -24.92  (meters)                     GEOID03
 CW0752
 CW0752  HORZ ORDER  -  THIRD
 CW0752  VERT ORDER  -  THIRD ? (See Below)
 CW0752
 CW0752.The horizontal coordinates were established by classical geodetic methods
 CW0752.and adjusted by the National Geodetic Survey in December 1993..
 CW0752
 CW0752.The NAVD 88 height was computed by applying the VERTCON shift value to
 CW0752.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CW0752.The vertical order pertains to the NGVD 29 superseded value.
 CW0752
 CW0752.The Laplace correction was computed from DEFLEC99 derived deflections.
 CW0752
 CW0752.The geoid height was determined by GEOID03.
 CW0752
 CW0752;                    North         East     Units Scale Factor Converg.
 CW0752;SPC NM E     -   130,181.865   174,870.063   MT  0.99991029   +0 03 20.6
 CW0752;SPC NM E     -   427,105.00    573,719.53   sFT  0.99991029   +0 03 20.6
 CW0752;UTM  13      - 3,559,999.412   572,718.888   MT  0.99966521   +0 24 38.7
 CW0752
 CW0752!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CW0752!SPC NM E     -   0.99983808  x   0.99991029  =   0.99974839
 CW0752!UTM  13      -   0.99983808  x   0.99966521  =   0.99950335
 CW0752
 CW0752:                Primary Azimuth Mark                     Grid Az
 CW0752:SPC NM E     -  HARKEY                                   089 03 01.6
 CW0752:UTM  13      -  HARKEY                                   088 41 43.5
 CW0752
 CW0752|---------------------------------------------------------------------|
 CW0752| PID    Reference Object                     Distance      Geod. Az  |
 CW0752|                                                           dddmmss.s |
 CW0752| CW0751 HARKEY                              APPROX. 6.9 KM 0890622.2 |
 CW0752|---------------------------------------------------------------------|
 CW0752
 CW0752                          SUPERSEDED SURVEY CONTROL
 CW0752
 CW0752  NAD 83(1986)-  32 10 26.92645(N)    104 13 43.21825(W) AD(       ) 3
 CW0752  NAD 27      -  32 10 26.49437(N)    104 13 41.42534(W) AD(       ) 3
 CW0752  NGVD 29 (07/19/86) 1055.8    (m)         3464.     (f) LEVELING    3  
 CW0752
 CW0752.Superseded values are not recommended for survey control.
 CW0752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0752.See file dsdata.txt to determine how the superseded data were derived.
 CW0752
 CW0752_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SER7271959999(NAD 83)
 CW0752_MARKER: DD = SURVEY DISK
 CW0752_SETTING: 66 = SET IN ROCK OUTCROP
 CW0752_SP_SET: SET IN ROCK OUTCROP
 CW0752_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CW0752+STABILITY: POSITION/ELEVATION WELL
 CW0752
 CW0752  HISTORY     - Date     Condition        Report By
 CW0752  HISTORY     - 1944     MONUMENTED       USGS
 CW0752
 CW0752                          STATION DESCRIPTION
 CW0752
 CW0752'DESCRIBED BY US GEOLOGICAL SURVEY 1944
 CW0752'STATION IS ABOUT 17 MI. S. OF CARLSBAD, IT IS IN SEC. 31, T 24 S,
 CW0752'R 27 E, AND ABOUT 3.5 MI. S. OF FOREHAND RANCH HEADQUARTERS, 0.3 MI.
 CW0752'W. OF N-S. RD., ON HIGHEST OF SEVERAL KNOLLS.
 CW0752'
 CW0752'STATION MARK--STANDARD TABLET, SET IN ROCK, AND STAMPED ---BLACK
 CW0752'RIVER 1944---.
 CW0752'
 CW0752'REFERENCE MARK NO. 1--STANDARD REFERENCE TABLET, SET IN ROCK, AND
 CW0752'STAMPED ---NO. 1---, 55.15 FT. DISTANT FROM STATION MARK,
 CW0752'N 09 DEG 16 MIN W.
 CW0752'
 CW0752'REFERENCE MARK NO. 2--STANDARD REFERENCE TABLET, SET IN ROCK, AND
 CW0752'STAMPED ---NO. 2---, 39.76 FT. DISTANT FROM STATION MARK,
 CW0752'S 80 DEG 36 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0320 ***********************************************************************
 DR0320  DESIGNATION -  BLACK RM 1
 DR0320  PID         -  DR0320
 DR0320  STATE/COUNTY-  NM/CHAVES
 DR0320  USGS QUAD   -  HORSESHOE BEND (1988)
 DR0320
 DR0320                         *CURRENT SURVEY CONTROL
 DR0320  ___________________________________________________________________
 DR0320* NAD 83(1986)-  33 22 17.     (N)    104 53 03.     (W)     SCALED    
 DR0320* NAVD 88     -      1330.808  (meters)    4366.16   (feet)  ADJUSTED  
 DR0320  ___________________________________________________________________
 DR0320  GEOID HEIGHT-         -22.41  (meters)                     GEOID03
 DR0320  DYNAMIC HT  -        1328.929 (meters)    4359.99  (feet)  COMP
 DR0320  MODELED GRAV-     979,178.8   (mgal)                       NAVD 88
 DR0320
 DR0320  VERT ORDER  -  FIRST     CLASS II
 DR0320
 DR0320.The horizontal coordinates were scaled from a topographic map and have
 DR0320.an estimated accuracy of +/- 6 seconds.
 DR0320
 DR0320.The orthometric height was determined by differential leveling
 DR0320.and adjusted by the National Geodetic Survey in October 1996..
 DR0320
 DR0320.The geoid height was determined by GEOID03.
 DR0320
 DR0320.The dynamic height is computed by dividing the NAVD 88
 DR0320.geopotential number by the normal gravity value computed on the
 DR0320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0320.degrees latitude (g = 980.6199 gals.).
 DR0320
 DR0320.The modeled gravity was interpolated from observed gravity values.
 DR0320
 DR0320;                    North         East    Units  Estimated Accuracy
 DR0320;SPC NM E     -   263,080.      113,740.      MT  (+/- 180 meters Scaled)
 DR0320
 DR0320                          SUPERSEDED SURVEY CONTROL
 DR0320
 DR0320  NGVD 29 (??/??/92) 1330.217  (m)         4364.22   (f) ADJ UNCH    1 2
 DR0320
 DR0320.Superseded values are not recommended for survey control.
 DR0320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0320.See file dsdata.txt to determine how the superseded data were derived.
 DR0320
 DR0320_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES107924(NAD 83)
 DR0320_MARKER: DR = REFERENCE MARK DISK
 DR0320_SETTING: 80 = SET IN A BOULDER
 DR0320_STAMPING: BLACK NO 1 1961
 DR0320_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR0320+STABILITY: SURFACE MOTION
 DR0320
 DR0320  HISTORY     - Date     Condition        Report By
 DR0320  HISTORY     - 1961     MONUMENTED       CGS
 DR0320
 DR0320                          STATION DESCRIPTION
 DR0320
 DR0320'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 DR0320'17.1 MI W FROM ROSWELL.
 DR0320'16.9 MILES WEST ALONG U.S. HIGHWAYS 70 AND 380 FROM THE N. M. STATE
 DR0320'HIGHWAY DEPARTMENT OFFICE AT ROSWELL, THENCE 0.2 MILE NORTH ALONG A
 DR0320'GRAVEL ROAD, 45.1 FEET SOUTHWEST OF A TRIANGULATION STATION, 35.4 FEET
 DR0320'WEST OF THE WEST BOUNDARY FENCE, SET IN A BOULDER PROJECTING 2 INCHES
 DR0320'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0322 ***********************************************************************
 DR0322  DESIGNATION -  BLACK RM 2
 DR0322  PID         -  DR0322
 DR0322  STATE/COUNTY-  NM/CHAVES
 DR0322  USGS QUAD   -  HORSESHOE BEND (1988)
 DR0322
 DR0322                         *CURRENT SURVEY CONTROL
 DR0322  ___________________________________________________________________
 DR0322* NAD 83(1986)-  33 22 17.     (N)    104 53 03.     (W)     SCALED    
 DR0322* NAVD 88     -      1330.811  (meters)    4366.17   (feet)  ADJUSTED  
 DR0322  ___________________________________________________________________
 DR0322  GEOID HEIGHT-         -22.41  (meters)                     GEOID03
 DR0322  DYNAMIC HT  -        1328.932 (meters)    4360.00  (feet)  COMP
 DR0322  MODELED GRAV-     979,178.8   (mgal)                       NAVD 88
 DR0322
 DR0322  VERT ORDER  -  FIRST     CLASS II
 DR0322
 DR0322.The horizontal coordinates were scaled from a topographic map and have
 DR0322.an estimated accuracy of +/- 6 seconds.
 DR0322
 DR0322.The orthometric height was determined by differential leveling
 DR0322.and adjusted by the National Geodetic Survey in October 1996..
 DR0322
 DR0322.The geoid height was determined by GEOID03.
 DR0322
 DR0322.The dynamic height is computed by dividing the NAVD 88
 DR0322.geopotential number by the normal gravity value computed on the
 DR0322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0322.degrees latitude (g = 980.6199 gals.).
 DR0322
 DR0322.The modeled gravity was interpolated from observed gravity values.
 DR0322
 DR0322;                    North         East    Units  Estimated Accuracy
 DR0322;SPC NM E     -   263,080.      113,740.      MT  (+/- 180 meters Scaled)
 DR0322
 DR0322                          SUPERSEDED SURVEY CONTROL
 DR0322
 DR0322  NGVD 29 (??/??/92) 1330.219  (m)         4364.23   (f) ADJ UNCH    1 2
 DR0322
 DR0322.Superseded values are not recommended for survey control.
 DR0322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0322.See file dsdata.txt to determine how the superseded data were derived.
 DR0322
 DR0322_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES107924(NAD 83)
 DR0322_MARKER: DR = REFERENCE MARK DISK
 DR0322_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR0322_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DR0322_STAMPING: BLACK NO 2 1961
 DR0322_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR0322+STABILITY: SURFACE MOTION
 DR0322
 DR0322  HISTORY     - Date     Condition        Report By
 DR0322  HISTORY     - 1961     MONUMENTED       CGS
 DR0322
 DR0322                          STATION DESCRIPTION
 DR0322
 DR0322'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 DR0322'17.1 MI W FROM ROSWELL.
 DR0322'16.9 MILES WEST ALONG U.S. HIGHWAY 70 AND 380 FROM THE N. M. STATE
 DR0322'HIGHWAY DEPARTMENT OFFICE AT ROSWELL, THENCE 0.2 MILE NORTH ALONG A
 DR0322'GRAVEL ROAD, 58.3 FEET NORTHWEST OF A TRIANGULATION STATION, SET IN
 DR0322'TOP OF A SQUARE CONCRETE POST PROJECTING 8 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0909 ***********************************************************************
 CY0909  DESIGNATION -  BLACK TANK
 CY0909  PID         -  CY0909
 CY0909  STATE/COUNTY-  NM/GRANT
 CY0909  USGS QUAD   -  SANTA RITA MINE (1992)
 CY0909
 CY0909                         *CURRENT SURVEY CONTROL
 CY0909  ___________________________________________________________________
 CY0909* NAD 83(1992)-  32 47 20.37362(N)    108 04 39.00856(W)     ADJUSTED  
 CY0909* NAVD 88     -      1833.     (meters)    6014.     (feet)  SCALED    
 CY0909  ___________________________________________________________________
 CY0909  LAPLACE CORR-           3.11  (seconds)                    DEFLEC99
 CY0909  GEOID HEIGHT-         -23.32  (meters)                     GEOID03
 CY0909
 CY0909  HORZ ORDER  -  THIRD
 CY0909
 CY0909.The horizontal coordinates were established by classical geodetic methods
 CY0909.and adjusted by the National Geodetic Survey in December 1993..
 CY0909
 CY0909.The orthometric height was scaled from a topographic map.
 CY0909
 CY0909.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY0909
 CY0909.The geoid height was determined by GEOID03.
 CY0909
 CY0909;                    North         East     Units Scale Factor Converg.
 CY0909;SPC NM W     -   198,382.322   807,129.335   MT  0.99992311   -0 07 56.0
 CY0909;SPC NM W     -   650,859.33  2,648,056.83   sFT  0.99992311   -0 07 56.0
 CY0909;UTM  12      - 3,631,677.293   773,704.989   MT  1.00052384   +1 35 01.2
 CY0909;UTM  13      - 3,632,089.465   211,772.454   MT  1.00062449   -1 40 03.9
 CY0909
 CY0909!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY0909!SPC NM W     -   0.99971597  x   0.99992311  =   0.99963910
 CY0909!UTM  12      -   0.99971597  x   1.00052384  =   1.00023966
 CY0909!UTM  13      -   0.99971597  x   1.00062449  =   1.00034028
 CY0909
 CY0909                          SUPERSEDED SURVEY CONTROL
 CY0909
 CY0909  NAD 83(1986)-  32 47 20.37158(N)    108 04 39.00854(W) AD(       ) 3
 CY0909  NAD 27      -  32 47 20.09724(N)    108 04 36.85706(W) AD(       ) 3
 CY0909
 CY0909.Superseded values are not recommended for survey control.
 CY0909.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0909.See file dsdata.txt to determine how the superseded data were derived.
 CY0909
 CY0909_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYB7370531677(NAD 83)
 CY0909_MARKER: 51 = TANK
 CY0909
 CY0909  HISTORY     - Date     Condition        Report By
 CY0909  HISTORY     - 1945     FIRST OBSERVED   USGS
 CY0909
 CY0909                          STATION DESCRIPTION
 CY0909
 CY0909'DESCRIBED BY US GEOLOGICAL SURVEY 1945
 CY0909'LOCATED ABOUT 0.5 MI. SE. OF DEPOT AT SANTA RITA, IN NE. 1/4 SEC. 34,
 CY0909'T 17 S, R 12 W, ON SUMMIT OF SMALL TOP.  STATION IS DARK BROWN METAL
 CY0909'WATER TANK BELONGING TO KENNECOTT COPPER CO.  TWO SMALL TANKS ARE ON
 CY0909'E. SIDE OF THIS HILL.
 CY0909'
 CY0909'STATION MARK--CENTER OF TOP OF TANK, WAS INTERSECTED.
 CY0909'
 CY0909'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1645 ***********************************************************************
 FO1645  DESIGNATION -  BLACK TANK 5 MI NW OF GRANTS
 FO1645  PID         -  FO1645
 FO1645  STATE/COUNTY-  NM/CIBOLA
 FO1645  USGS QUAD   -  MILAN (1995)
 FO1645
 FO1645                         *CURRENT SURVEY CONTROL
 FO1645  ___________________________________________________________________
 FO1645* NAD 83(1992)-  35 13 05.30125(N)    107 53 22.78417(W)     ADJUSTED  
 FO1645* NAVD 88     -                                                        
 FO1645  ___________________________________________________________________
 FO1645  LAPLACE CORR-          -1.22  (seconds)                    DEFLEC99
 FO1645  GEOID HEIGHT-         -20.35  (meters)                     GEOID03
 FO1645
 FO1645  HORZ ORDER  -  THIRD
 FO1645
 FO1645.The horizontal coordinates were established by classical geodetic methods
 FO1645.and adjusted by the National Geodetic Survey in December 1993..
 FO1645
 FO1645
 FO1645.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1645
 FO1645.The geoid height was determined by GEOID03.
 FO1645
 FO1645;                    North         East     Units Scale Factor Converg.
 FO1645;SPC NM W     -   467,781.975   824,871.946   MT  0.99991699   -0 01 56.9
 FO1645;SPC NM W     - 1,534,714.70  2,706,267.38   sFT  0.99991699   -0 01 56.9
 FO1645;UTM  13      - 3,901,061.214   236,977.595   MT  1.00045267   -1 40 02.6
 FO1645
 FO1645                          SUPERSEDED SURVEY CONTROL
 FO1645
 FO1645  NAD 83(1986)-  35 13 05.30186(N)    107 53 22.78537(W) AD(       ) 4
 FO1645  NAD 27      -  35 13 05.17259(N)    107 53 20.57108(W) AD(       ) 3
 FO1645
 FO1645.Superseded values are not recommended for survey control.
 FO1645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1645.See file dsdata.txt to determine how the superseded data were derived.
 FO1645
 FO1645_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBV3697801061(NAD 83)
 FO1645_MARKER: 53 = ELEVATED TANK
 FO1645
 FO1645  HISTORY     - Date     Condition        Report By
 FO1645  HISTORY     - 1945     FIRST OBSERVED   CGS
 FO1645
 FO1645                          STATION DESCRIPTION
 FO1645
 FO1645'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (RAM)
 FO1645'THE TANK IS LOCATED ABOUT 5 MILES NW OF GRANTS AND ABOUT 1
 FO1645'MILE N OF U.S. HIGHWAY 66.  IT IS A LARGE BLACK TANK SET UP ON
 FO1645'PILES.  THE OVER-ALL HEIGHT IS ABOUT 20 FEET AND ITS DIAMETER
 FO1645'IS ABOUT 12 FEET.  IT IS SET IN THE VICINITY OF SOME FARM
 FO1645'BUILDINGS AND FURNISHES WATER FOR IRRIGATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR1015 ***********************************************************************
 DR1015  DESIGNATION -  BLACK VA
 DR1015  PID         -  DR1015
 DR1015  STATE/COUNTY-  NM/OTERO
 DR1015  USGS QUAD   -  GOLONDRINA DRAW (1981)
 DR1015
 DR1015                         *CURRENT SURVEY CONTROL
 DR1015  ___________________________________________________________________
 DR1015* NAD 83(1992)-  33 17 15.24971(N)    105 53 42.88817(W)     ADJUSTED  
 DR1015* NAVD 88     -      2625.6    (meters)    8614.     (feet)  VERTCON   
 DR1015  ___________________________________________________________________
 DR1015  LAPLACE CORR-          11.38  (seconds)                    DEFLEC99
 DR1015  GEOID HEIGHT-         -20.68  (meters)                     GEOID03
 DR1015
 DR1015  HORZ ORDER  -  THIRD
 DR1015
 DR1015.The horizontal coordinates were established by classical geodetic methods
 DR1015.and adjusted by the National Geodetic Survey in December 1993..
 DR1015
 DR1015.The NAVD 88 height was computed by applying the VERTCON shift value to
 DR1015.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DR1015
 DR1015.The Laplace correction was computed from DEFLEC99 derived deflections.
 DR1015
 DR1015.The geoid height was determined by GEOID03.
 DR1015
 DR1015;                    North         East     Units Scale Factor Converg.
 DR1015;SPC NM C     -   253,697.956   533,041.649   MT  0.99991346   +0 11 40.9
 DR1015;SPC NM C     -   832,340.71  1,748,820.81   sFT  0.99991346   +0 11 40.9
 DR1015;UTM  13      - 3,683,525.095   416,640.774   MT  0.99968567   -0 29 29.0
 DR1015
 DR1015!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR1015!SPC NM C     -   0.99959120  x   0.99991346  =   0.99950469
 DR1015!UTM  13      -   0.99959120  x   0.99968567  =   0.99927700
 DR1015
 DR1015:                Primary Azimuth Mark                     Grid Az
 DR1015:SPC NM C     -  COY                                      210 14 08.7
 DR1015:UTM  13      -  COY                                      210 55 18.6
 DR1015
 DR1015|---------------------------------------------------------------------|
 DR1015| PID    Reference Object                     Distance      Geod. Az  |
 DR1015|                                                           dddmmss.s |
 DR1015| DR1007 COY                                 APPROX.14.5 KM 2102549.6 |
 DR1015|---------------------------------------------------------------------|
 DR1015
 DR1015                          SUPERSEDED SURVEY CONTROL
 DR1015
 DR1015  NAD 83(1986)-  33 17 15.25762(N)    105 53 42.89089(W) AD(       ) 3
 DR1015  NAD 27      -  33 17 14.97712(N)    105 53 40.93514(W) AD(       ) 3
 DR1015  NGVD 29 (07/19/86) 2624.8    (m)         8612.     (f) VERT ANG       
 DR1015
 DR1015.Superseded values are not recommended for survey control.
 DR1015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR1015.See file dsdata.txt to determine how the superseded data were derived.
 DR1015
 DR1015_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDS1664183525(NAD 83)
 DR1015
 DR1015  HISTORY     - Date     Condition        Report By
 DR1015  HISTORY     - 1973     MONUMENTED       USGS
 DR1015  HISTORY     - 1973     GOOD             USGS
 DR1015
 DR1015                          STATION DESCRIPTION
 DR1015
 DR1015'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 DR1015'ON PROMINENT PEAK, ABOUT 5 MI. SW. OF THREE RIVERS POST OFFICE, ON
 DR1015'TIMBERED SPUR RUNNING SW. FROM SIERRA BLANCA, BETWEEN GOLONDRINOS
 DR1015'CREEK AND TEMPORAL CREEK.
 DR1015'
 DR1015'RECOVERED VIA HELICOPTER AND REDESCRIBED AS
 DR1015'FOLLOWS
 DR1015'
 DR1015'THE STATION IS ON ABOUT THE HIGHEST POINT OF BLACK MOUNTAIN, 8.0
 DR1015'MI. SW. OF SIERRA BLANCA PEAK, AND 11.0 MI. SE. OF ROSE PEAK, BOTH
 DR1015'PROMINENT LANDMARKS.  WHEN FOUND THE STAMPING WAS ---8626---,
 DR1015'---VABM BLACK 1973--- ADDED.
 DR1015'
 DR1015'STATION MARK--TRIANGULATION TABLET, CEMENTED IN STONE LEVEL WITH
 DR1015'SURFACE OF GROUND, AND STAMPED ---8626 VABM BLACK 1973---.
 DR1015'
 DR1015'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0664 ***********************************************************************
 EO0664  DESIGNATION -  BLACKWATER
 EO0664  PID         -  EO0664
 EO0664  STATE/COUNTY-  NM/ROOSEVELT
 EO0664  USGS QUAD   -  ARCH NE (1985)
 EO0664
 EO0664                         *CURRENT SURVEY CONTROL
 EO0664  ___________________________________________________________________
 EO0664* NAD 83(1992)-  34 14 39.09227(N)    103 03 49.63393(W)     ADJUSTED  
 EO0664* NAVD 88     -      1233.4    (meters)    4047.     (feet)  VERTCON   
 EO0664  ___________________________________________________________________
 EO0664  LAPLACE CORR-          -3.32  (seconds)                    DEFLEC99
 EO0664  GEOID HEIGHT-         -23.57  (meters)                     GEOID03
 EO0664
 EO0664  HORZ ORDER  -  FIRST
 EO0664
 EO0664.The horizontal coordinates were established by classical geodetic methods
 EO0664.and adjusted by the National Geodetic Survey in December 1993..
 EO0664
 EO0664.The NAVD 88 height was computed by applying the VERTCON shift value to
 EO0664.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EO0664
 EO0664.The Laplace correction was computed from DEFLEC99 derived deflections.
 EO0664
 EO0664.The geoid height was determined by GEOID03.
 EO0664
 EO0664;                    North         East     Units Scale Factor Converg.
 EO0664;SPC NM E     -   360,470.475   281,942.976   MT  1.00007761   +0 42 52.1
 EO0664;SPC NM E     - 1,182,643.55    925,007.91   sFT  1.00007761   +0 42 52.1
 EO0664;UTM  13      - 3,790,927.795   678,304.331   MT  0.99999191   +1 05 23.4
 EO0664
 EO0664!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EO0664!SPC NM E     -   0.99981012  x   1.00007761  =   0.99988772
 EO0664!UTM  13      -   0.99981012  x   0.99999191  =   0.99980204
 EO0664
 EO0664|---------------------------------------------------------------------|
 EO0664| PID    Reference Object                     Distance      Geod. Az  |
 EO0664|                                                           dddmmss.s |
 EO0664| CJ6653 BLACKWATER RM 2                      15.958 METERS 08317     |
 EO0664| CJ6654 BLACKWATER RM 3                                    1000006.1 |
 EO0664| EO0668 PORTALES 2                          APPROX.20.6 KM 2630146.9 |
 EO0664| CJ6652 BLACKWATER RM 1                      23.269 METERS 35357     |
 EO0664|---------------------------------------------------------------------|
 EO0664
 EO0664                          SUPERSEDED SURVEY CONTROL
 EO0664
 EO0664  NAD 83(1986)-  34 14 39.10216(N)    103 03 49.62860(W) AD(       ) 1
 EO0664  NAD 27      -  34 14 38.81734(N)    103 03 47.82095(W) AD(       ) 1
 EO0664  NGVD 29 (07/19/86) 1232.8    (m)         4045.     (f) VERT ANG       
 EO0664
 EO0664.Superseded values are not recommended for survey control.
 EO0664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0664.See file dsdata.txt to determine how the superseded data were derived.
 EO0664
 EO0664_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFT7830490928(NAD 83)
 EO0664_MARKER: DS = TRIANGULATION STATION DISK
 EO0664_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EO0664_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EO0664
 EO0664  HISTORY     - Date     Condition        Report By
 EO0664  HISTORY     - 1975     MONUMENTED       NGS
 EO0664
 EO0664                          STATION DESCRIPTION
 EO0664
 EO0664'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (JRS)
 EO0664'THE STATION IS LOCATED 16 MILES EAST-NORTHEAST OF PORTALES, 13
 EO0664'MILES SOUTHEAST OF CLOVIS, 10 MILES SOUTH OF TEXICO, AND 1 MILE
 EO0664'WEST OF THE TEXAS-NEW MEXICO STATE LINE.  PERMISSION WAS OBTAINED
 EO0664'FROM MR. DALE JENNINGS.
 EO0664'
 EO0664'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 60, 70
 EO0664'AND 84, IN TEXICO, GO EAST ON U.S. HIGHWAYS 70, AND 84 FOR 0.1
 EO0664'MILE TO A SIDE STREET RIGHT, TURN RIGHT AND GO SOUTH ON FIRST
 EO0664'STREET FOR 0.25 MILE TO A CROSS STREET, TURN RIGHT AND GO WEST ON
 EO0664'AVENUE D FOR 0.05 MILE TO A SIDE ROAD LEFT, TURN LEFT AND GO
 EO0664'SOUTH ON STATE LINE ROAD FOR 6.15 MILES TO WHERE SURFACED ROAD
 EO0664'TURNS LEFT, CONTINUE SOUTH ON STATE LINE ROAD FOR 3.2 MILES
 EO0664'TO A SURFACED CROSS ROAD, TURN RIGHT AND GO WEST ON
 EO0664'KAKAWATE ROAD FOR 0.7 MILE TO REFERENCE MARK 3 ON THE LEFT,
 EO0664'CONTINUE WESTERLY ON KAKAWATE ROAD FOR 0.4 MILE TO A DRIVEWAY
 EO0664'ON THE RIGHT, TURN RIGHT AND GO NORTHERLY FOR 0.05 MILE PASSING
 EO0664'A LOW WATER TANK TO THE RIGHT AND THE STATION.
 EO0664'
 EO0664'THE STATION MARKS ARE STANDARD DISKS STAMPED BLACKWATER 1974.  THE
 EO0664'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 EO0664'MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS 16 FEET
 EO0664'EAST-SOUTHEAST OF A LOW WATER TANK, 78 FEET SOUTH-SOUTHEAST OF THE
 EO0664'SOUTHEAST CORNER OF A BOXCAR, AND 78 FEET SOUTH-SOUTHEAST OF A
 EO0664'METAL WITNESS POST AT REFERENCE MARK 1.  THE UNDERGROUND DISK IS
 EO0664'SET IN AN IRREGULAR MASS OF CONCRETE THAT IS 42 INCHES BELOW THE
 EO0664'GROUND.
 EO0664'
 EO0664'REFERENCE MARK 1 IS A STANDARD DISK STAMPED BLACKWATER NO 1 1974,
 EO0664'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 EO0664'PROJECTS 6 INCHES ABOVE THE GROUND.  IT IS 2.4 FEET SOUTH OF THE
 EO0664'SOUTHEAST CORNER OF A BOXCAR, 2.4 FEET SOUTHWEST OF A METAL
 EO0664'WITNESS POST, AND 70.3 FEET NORTHEAST OF A POWER LINE POLE WITH
 EO0664'A TRANSFORMER.  IT IS ABOUT THE SAME ELEVATION AS THE STATION.
 EO0664'
 EO0664'REFERENCE MARK 2 IS A STANDARD DISK STAMPED BLACKWATER NO 2 1974,
 EO0664'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 EO0664'IS FLUSH WITH THE GROUND.  IT IS 68 FEET EAST OF A LOW WATER TANK,
 EO0664'92 FEET SOUTH-SOUTHEAST OF A METAL WITNESS POST AT REFERENCE
 EO0664'MARK 1 AND, 93 FEET SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF A
 EO0664'BOXCAR.  IT IS ABOUT THE SAME ELEVATION AS THE STATION.
 EO0664'
 EO0664'REFERENCE MARK 3 IS A STANDARD DISK STAMPED BLACKWATER NO 3 1974
 EO0664'AZ, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 EO0664'PROJECTS 5 INCHES ABOVE THE GROUND.  IT IS 1.7 FEET NORTH OF A
 EO0664'FENCE LINE, 2.2 FEET NORTHWEST OF A METAL WITNESS POST, AND 50
 EO0664'FEET SOUTH OF THE CENTER OF KAKAWATE ROAD.
 EO0664'
 EO0664'HEIGHT OF LIGHT ABOVE STATION MARK 18.2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0497 ***********************************************************************
 GN0497  DESIGNATION -  BLANCA
 GN0497  PID         -  GN0497
 GN0497  STATE/COUNTY-  NM/RIO ARRIBA
 GN0497  USGS QUAD   -  FRENCH MESA (1983)
 GN0497
 GN0497                         *CURRENT SURVEY CONTROL
 GN0497  ___________________________________________________________________
 GN0497* NAD 83(1992)-  36 15 18.67106(N)    106 50 25.27662(W)     ADJUSTED  
 GN0497* NAVD 88     -      2473.6    (meters)    8115.     (feet)  VERTCON   
 GN0497  ___________________________________________________________________
 GN0497  LAPLACE CORR-           6.83  (seconds)                    DEFLEC99
 GN0497  GEOID HEIGHT-         -18.82  (meters)                     GEOID03
 GN0497
 GN0497  HORZ ORDER  -  THIRD
 GN0497
 GN0497.The horizontal coordinates were established by classical geodetic methods
 GN0497.and adjusted by the National Geodetic Survey in December 1993..
 GN0497
 GN0497.The NAVD 88 height was computed by applying the VERTCON shift value to
 GN0497.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GN0497
 GN0497.The Laplace correction was computed from DEFLEC99 derived deflections.
 GN0497
 GN0497.The geoid height was determined by GEOID03.
 GN0497
 GN0497;                    North         East     Units Scale Factor Converg.
 GN0497;SPC NM C     -   582,987.526   446,948.486   MT  0.99993467   -0 20 56.9
 GN0497;SPC NM C     - 1,912,684.91  1,466,363.49   sFT  0.99993467   -0 20 56.9
 GN0497;UTM  13      - 4,013,823.613   334,660.612   MT  0.99993683   -1 05 19.0
 GN0497
 GN0497!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GN0497!SPC NM C     -   0.99961488  x   0.99993467  =   0.99954958
 GN0497!UTM  13      -   0.99961488  x   0.99993683  =   0.99955174
 GN0497
 GN0497:                Primary Azimuth Mark                     Grid Az
 GN0497:SPC NM C     -  PRIOR                                    177 36 56.4
 GN0497:UTM  13      -  PRIOR                                    178 21 18.5
 GN0497
 GN0497|---------------------------------------------------------------------|
 GN0497| PID    Reference Object                     Distance      Geod. Az  |
 GN0497|                                                           dddmmss.s |
 GN0497| GN0477 PRIOR                               APPROX. 5.8 KM 1771559.5 |
 GN0497|---------------------------------------------------------------------|
 GN0497
 GN0497                          SUPERSEDED SURVEY CONTROL
 GN0497
 GN0497  NAD 83(1986)-  36 15 18.67194(N)    106 50 25.28222(W) AD(       ) 3
 GN0497  NAD 27      -  36 15 18.61564(N)    106 50 23.14135(W) AD(       ) 3
 GN0497  NGVD 29 (07/19/86) 2472.5    (m)         8112.     (f) VERT ANG       
 GN0497
 GN0497.Superseded values are not recommended for survey control.
 GN0497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0497.See file dsdata.txt to determine how the superseded data were derived.
 GN0497
 GN0497_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCA3466113824(NAD 83)
 GN0497
 GN0497  HISTORY     - Date     Condition        Report By
 GN0497  HISTORY     - 1930     MONUMENTED       USGS
 GN0497  HISTORY     - 1953     GOOD             USGS
 GN0497
 GN0497                          STATION DESCRIPTION
 GN0497
 GN0497'DESCRIBED BY US GEOLOGICAL SURVEY 1953 (ALV)
 GN0497'STATION FOUND IN GOOD CONDITION AS DESCRIBED.
 GN0497'
 GN0497'STATION MARK--STANDARD BRONZE TABLET, STAMPED ---BLANCA-D 1930---,
 GN0497'CEMENTED IN SOLID ROCK.
 GN0497'
 GN0497'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0582 ***********************************************************************
 FN0582  DESIGNATION -  BLANCA
 FN0582  PID         -  FN0582
 FN0582  STATE/COUNTY-  NM/GUADALUPE
 FN0582  USGS QUAD   -  ANTON CHICO (1963)
 FN0582
 FN0582                         *CURRENT SURVEY CONTROL
 FN0582  ___________________________________________________________________
 FN0582* NAD 83(1992)-  35 11 59.77975(N)    105 14 05.23042(W)     ADJUSTED  
 FN0582* NAVD 88     -      1835.1    (meters)    6021.     (feet)  VERTCON   
 FN0582  ___________________________________________________________________
 FN0582  LAPLACE CORR-          -5.14  (seconds)                    DEFLEC99
 FN0582  GEOID HEIGHT-         -20.19  (meters)                     GEOID03
 FN0582
 FN0582  HORZ ORDER  -  FIRST
 FN0582
 FN0582.The horizontal coordinates were established by classical geodetic methods
 FN0582.and adjusted by the National Geodetic Survey in December 1993..
 FN0582
 FN0582.The NAVD 88 height was computed by applying the VERTCON shift value to
 FN0582.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FN0582
 FN0582.The Laplace correction was computed from DEFLEC99 derived deflections.
 FN0582
 FN0582.The geoid height was determined by GEOID03.
 FN0582
 FN0582;                    North         East     Units Scale Factor Converg.
 FN0582;SPC NM E     -   466,130.166    82,915.004   MT  0.99999210   -0 31 10.8
 FN0582;SPC NM E     - 1,529,295.39    272,030.31   sFT  0.99999210   -0 31 10.8
 FN0582;UTM  13      - 3,895,241.128   478,627.593   MT  0.99960563   -0 08 07.2
 FN0582
 FN0582!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FN0582!SPC NM E     -   0.99971520  x   0.99999210  =   0.99970730
 FN0582!UTM  13      -   0.99971520  x   0.99960563  =   0.99932095
 FN0582
 FN0582|---------------------------------------------------------------------|
 FN0582| PID    Reference Object                     Distance      Geod. Az  |
 FN0582|                                                           dddmmss.s |
 FN0582| CJ6656 BLANCA RM 1                           5.937 METERS 02145     |
 FN0582| CJ6657 BLANCA RM 2                           4.122 METERS 13208     |
 FN0582| CJ6655 BLANCA AZ MK                                       2094854.7 |
 FN0582|---------------------------------------------------------------------|
 FN0582
 FN0582                          SUPERSEDED SURVEY CONTROL
 FN0582
 FN0582  NAD 83(1986)-  35 11 59.78644(N)    105 14 05.22857(W) AD(       ) 1
 FN0582  NAD 27      -  35 11 59.60760(N)    105 14 03.20990(W) AD(       ) 1
 FN0582  NGVD 29 (12/31/91) 1834.3    (m)         6018.     (f) VERT ANG       
 FN0582
 FN0582.Superseded values are not recommended for survey control.
 FN0582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0582.See file dsdata.txt to determine how the superseded data were derived.
 FN0582
 FN0582_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDU7862895241(NAD 83)
 FN0582_MARKER: DS = TRIANGULATION STATION DISK
 FN0582_SETTING: 80 = SET IN A BOULDER
 FN0582_SP_SET: SET IN DRILL HOLE IN A BOULDER
 FN0582_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FN0582+STABILITY: SURFACE MOTION
 FN0582
 FN0582  HISTORY     - Date     Condition        Report By
 FN0582  HISTORY     - 1949     MONUMENTED       CGS
 FN0582  HISTORY     - 1963     GOOD             USGS
 FN0582
 FN0582                          STATION DESCRIPTION
 FN0582
 FN0582'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (DHK)
 FN0582'STATION IS LOCATED ON THE HIGHEST POINT OF A SMALL, PROMINENT,
 FN0582'ISOLATED, ROCKY BUTTE LOCALLY KNOWN AS MESA TIERRA BLANCA, 4
 FN0582'MILES AIR LINE WEST OF ANTON CHICO, 4 MILES AIR LINE SOUTHWEST
 FN0582'OF THE PECOS RIVER, PROJECTS 2 INCHES, AND STAMPED, BLANCA 1949.
 FN0582'
 FN0582'REFERENCE MARK NO. 1 IS ABOUT THE SAME ELEVATION AS STATION,
 FN0582'7 PACES WEST OF THE EAST EDGE OF BUTTE, PROJECTS 2 INCHES, AND
 FN0582'STAMPED, BLANCA NO 1 1949.
 FN0582'
 FN0582'REFERENCE MARK NO. 2 IS ABOUT 6 INCHES LOWER THAN STATION, 7
 FN0582'PACES WEST OF THE EAST EDGE OF BUTTE, FLUSH WITH GROUND, AND
 FN0582'STAMPED, BLANCA NO 2 1949.
 FN0582'
 FN0582'AZIMUTH MARK IS 0.1 MILE WEST OF ROAD, AT NORTH BASE OF SMALL
 FN0582'HILL, 6 FEET SOUTHEAST OF WHITE WITNESS POST, PROJECTS 12 INCHES,
 FN0582'AND STAMPED, BLANCA 1949.
 FN0582'
 FN0582'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 85 AND 84 (ABOUT
 FN0582'5.0 MILES WEST OF LAS VEGAS), GO SOUTH ON U.S. HIGHWAY 84 FOR
 FN0582'21.6 MILES TO A SIGN ANTON CHICO AND GRAVELED ROAD ON RIGHT.
 FN0582'TURN RIGHT AND FOLLOW GRAVELED ROAD FOR 3.9 MILES TO A T-ROAD
 FN0582'IN ANTON CHICO.  TURN LEFT AND FOLLOW MAIN ROAD FOR 0.9 MILE
 FN0582'TO A FORK.  TAKE LEFT FORK AND GO 4.15 MILES TO A FORK.  TAKE
 FN0582'RIGHT FORK, TRACK ROAD, AND GO 1.0 MILE TO FORK.  TAKE RIGHT
 FN0582'FORK FOR 0.5 MILE TO FORK JUST WEST OF A SMALL RESERVOIR.  TAKE
 FN0582'LEFT FORK FOR 0.5 MILE TO FORK AT FENCE CORNER.  TAKE
 FN0582'RIGHT FORK ALONG FENCE FOR 0.4 MILE TO AZIMUTH MARK ON
 FN0582'LEFT AS DESCRIBED ABOVE.  CONTINUE ON ROAD FOR 0.1 MILE
 FN0582'TO FORK.  TAKE LEFT FORK FOR 0.1 MILE.  LEAVE ROAD AND DRIVE
 FN0582'NORTHEAST FOR 0.3 MILE TO WEST BASE OF BUTTE AND END OF
 FN0582'TRUCK TRAVEL.  PACK EAST UP STEEP SLOPE TO HIGHEST POINT AND
 FN0582'STATION AS DESCRIBED ABOVE.  A 5 MINUTE PACK.
 FN0582
 FN0582                          STATION RECOVERY (1963)
 FN0582
 FN0582'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 FN0582'RECOVERED BY USGS IN 1958 AND 1963.
 FN0582'
 FN0582'STATION MARK--STANDARD USC AND GS DISK STAMPED---BLANCA 1949---,
 FN0582'WEDGED IN A DRILL HOLE IN A BOULDER.
 FN0582'
 FN0582'TIE PT.--CORPS OF ENGINEERS TABLET STAMPED---PEAK 56---, 13.00 FT.
 FN0582'FROM STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1947 ***********************************************************************
 CX1947  DESIGNATION -  BLANCA
 CX1947  PID         -  CX1947
 CX1947  STATE/COUNTY-  NM/SIERRA
 CX1947  USGS QUAD   -  MC CLEDE MOUNTAIN (1985)
 CX1947
 CX1947                         *CURRENT SURVEY CONTROL
 CX1947  ___________________________________________________________________
 CX1947* NAD 83(1992)-  32 50 42.47199(N)    107 36 23.26044(W)     ADJUSTED  
 CX1947* NAVD 88     -      2051.     (meters)    6729.     (feet)  SCALED    
 CX1947  ___________________________________________________________________
 CX1947  LAPLACE CORR-          -3.38  (seconds)                    DEFLEC99
 CX1947  GEOID HEIGHT-         -23.22  (meters)                     GEOID03
 CX1947
 CX1947  HORZ ORDER  -  THIRD
 CX1947
 CX1947.The horizontal coordinates were established by classical geodetic methods
 CX1947.and adjusted by the National Geodetic Survey in December 1993..
 CX1947
 CX1947.The orthometric height was scaled from a topographic map.
 CX1947
 CX1947.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1947
 CX1947.The geoid height was determined by GEOID03.
 CX1947
 CX1947;                    North         East     Units Scale Factor Converg.
 CX1947;SPC NM W     -   204,604.037   851,237.143   MT  0.99992223   +0 07 23.0
 CX1947;SPC NM W     -   671,271.74  2,792,767.19   sFT  0.99992223   +0 07 23.0
 CX1947;UTM  13      - 3,637,129.075   256,055.858   MT  1.00033383   -1 24 51.7
 CX1947
 CX1947!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1947!SPC NM W     -   0.99968176  x   0.99992223  =   0.99960402
 CX1947!UTM  13      -   0.99968176  x   1.00033383  =   1.00001549
 CX1947
 CX1947                          SUPERSEDED SURVEY CONTROL
 CX1947
 CX1947  NAD 83(1986)-  32 50 42.47244(N)    107 36 23.26501(W) AD(       ) 3
 CX1947
 CX1947.Superseded values are not recommended for survey control.
 CX1947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1947.See file dsdata.txt to determine how the superseded data were derived.
 CX1947
 CX1947_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBS5605637129(NAD 83)
 CX1947_MARKER: DD = SURVEY DISK
 CX1947_SETTING: 66 = SET IN ROCK OUTCROP
 CX1947_SP_SET: SET IN ROCK OUTCROP
 CX1947_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CX1947+STABILITY: POSITION/ELEVATION WELL
 CX1947
 CX1947  HISTORY     - Date     Condition        Report By
 CX1947  HISTORY     - 1934     MONUMENTED       USGS
 CX1947
 CX1947                          STATION DESCRIPTION
 CX1947
 CX1947'DESCRIBED BY US GEOLOGICAL SURVEY 1934
 CX1947'ON THE TOP OF A HIGH SHARP PEAK ON TIERRA BLANCA CANYON KNOWN LOCALLY
 CX1947'AS MCCLEDE PEAK, ABOUT 4 MI. W. OF STATE HIGHWAY 26, WHERE SAID
 CX1947'HIGHWAY CROSSES TIERRA VLANCA ARROYO.
 CX1947'
 CX1947'STATION MARK--STANDARD TABLET CEMENTED IN ROCK IN PLACE, AND
 CX1947'STAMPED---D 1934 BLANCA---.
 CX1947'
 CX1947'NO MENTION OF REFERENCE MARKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0630 ***********************************************************************
 GN0630  DESIGNATION -  BLANCO
 GN0630  PID         -  GN0630
 GN0630  STATE/COUNTY-  NM/SAN JUAN
 GN0630  USGS QUAD   -  BLANCO TRADING POST (1966)
 GN0630
 GN0630                         *CURRENT SURVEY CONTROL
 GN0630  ___________________________________________________________________
 GN0630* NAD 83(1992)-  36 21 48.98166(N)    107 49 00.57333(W)     ADJUSTED  
 GN0630* NAVD 88     -      2096.5    (meters)    6878.     (feet)  VERTCON   
 GN0630  ___________________________________________________________________
 GN0630  LAPLACE CORR-           1.60  (seconds)                    DEFLEC99
 GN0630  GEOID HEIGHT-         -20.77  (meters)                     GEOID03
 GN0630
 GN0630  HORZ ORDER  -  SECOND
 GN0630
 GN0630.The horizontal coordinates were established by classical geodetic methods
 GN0630.and adjusted by the National Geodetic Survey in December 1993..
 GN0630
 GN0630.The NAVD 88 height was computed by applying the VERTCON shift value to
 GN0630.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GN0630
 GN0630.The Laplace correction was computed from DEFLEC99 derived deflections.
 GN0630
 GN0630.The geoid height was determined by GEOID03.
 GN0630
 GN0630;                    North         East     Units Scale Factor Converg.
 GN0630;SPC NM W     -   594,865.485   831,481.383   MT  0.99991669   +0 00 35.2
 GN0630;SPC NM W     - 1,951,654.51  2,727,951.84   sFT  0.99991669   +0 00 35.2
 GN0630;UTM  13      - 4,027,964.096   247,266.206   MT  1.00038706   -1 40 15.6
 GN0630
 GN0630!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GN0630!SPC NM W     -   0.99967433  x   0.99991669  =   0.99959105
 GN0630!UTM  13      -   0.99967433  x   1.00038706  =   1.00006127
 GN0630
 GN0630|---------------------------------------------------------------------|
 GN0630| PID    Reference Object                     Distance      Geod. Az  |
 GN0630|                                                           dddmmss.s |
 GN0630| CD3154 BLANCO RM 1                           9.754 METERS 03618     |
 GN0630| CD3155 BLANCO RM 2                           8.205 METERS 11624     |
 GN0630| CD3153 BLANCO AZ MK                                       1193950.8 |
 GN0630|---------------------------------------------------------------------|
 GN0630
 GN0630                          SUPERSEDED SURVEY CONTROL
 GN0630
 GN0630  NAD 83(1986)-  36 21 48.97749(N)    107 49 00.57851(W) AD(       ) 2
 GN0630  NAD 27      -  36 21 48.93630(N)    107 48 58.36030(W) AD(       ) 2
 GN0630  NGVD 29 (07/19/86) 2095.4    (m)         6875.     (f) VERT ANG       
 GN0630
 GN0630.Superseded values are not recommended for survey control.
 GN0630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0630.See file dsdata.txt to determine how the superseded data were derived.
 GN0630
 GN0630_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBA4726627964(NAD 83)
 GN0630_MARKER: DS = TRIANGULATION STATION DISK
 GN0630_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GN0630
 GN0630  HISTORY     - Date     Condition        Report By
 GN0630  HISTORY     - 1960     MONUMENTED       CGS
 GN0630  HISTORY     - 1975     GOOD             NGS
 GN0630  HISTORY     - 1979     GOOD             NGS
 GN0630
 GN0630                          STATION DESCRIPTION
 GN0630
 GN0630'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (HWK)
 GN0630'THE STATION IS APPROXIMATELY 26 MILES SOUTHEAST OF BLOOMFIELD,
 GN0630'0.5 MILE NORTHWEST OF THE BLANCO TRADING POST AND 0.1 MILE
 GN0630'SOUTH OF STATE HIGHWAY 44.
 GN0630'
 GN0630'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY
 GN0630'44 AND 56 AT THE BLANCO TRADING POST, WHICH IS APPROXIMATELY
 GN0630'7.4 MILES NORTHWEST OF NAGEEZI, GO NORTHWEST ON HIGHWAY 44 FOR
 GN0630'0.05 MILE TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE NORTHWEST
 GN0630'ON HIGHWAY 44 FOR 0.35 MILE TO THE TOP OF A SMALL GRADE.  TURN
 GN0630'LEFT, SOUTH, FOR 0.1 TO THE STATION.
 GN0630'
 GN0630'STATION MARKS ARE STANDARD DISKS STAMPED BLANCO 1960.  THE
 GN0630'SURFACE DISK IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS
 GN0630'6 INCHES.  IT IS 3.5 FEET NORTH OF A METAL WITNESS POST.  THE
 GN0630'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 32
 GN0630'INCHES BELOW THE SURFACE OF THE GROUND.
 GN0630'
 GN0630'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED BLANCO NO 1 1960,
 GN0630'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT
 GN0630'IS 35 FEET NORTH OF THE METAL WITNESS POST.
 GN0630'
 GN0630'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED BLANCO NO 2 1960,
 GN0630'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT
 GN0630'IS 26 FEET EAST OF THE METAL WITNESS POST.
 GN0630'
 GN0630'AZIMUTH MARK, A STANDARD DISK STAMPED BLANCO 1960, IS SET IN A
 GN0630'SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.  IT IS 89 FEET
 GN0630'NORTHEAST OF THE CENTER LINE OF HIGHWAY 44, 42 FEET SOUTHWEST
 GN0630'OF A IRON HIGHWAY RIGHT-OF-WAY POST WHICH PROJECTS APPROXIMATELY
 GN0630'18 INCHES AND 4.2 FEET NORTHWEST OF A METAL WITNESS POST.
 GN0630'
 GN0630'NOTE.  REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
 GN0630
 GN0630                          STATION RECOVERY (1975)
 GN0630
 GN0630'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CWW)
 GN0630'STATION, AZIMUTH MARK AND R.M.S RECOVERED IN GOOD CONDITION
 GN0630'AS DESCRIBED.  DISTANCE TO R.M. 1, 32.00 FEET.  TO R.M. 2,
 GN0630'26.92 FEET.
 GN0630
 GN0630                          STATION RECOVERY (1979)
 GN0630
 GN0630'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 GN0630'STATION RECOVERED AND ALL MARKS ARE IN GOOD CONDITION.  DISTANCE AND
 GN0630'DIRECTION TO REFERENCE MARKS COMPARED FAVORABLY WITH PREVIOUS DATA.
 GN0630'
 GN0630'STATION IS REACHED FROM THE BLANCO TRADING POST AND SERVICE STATION,
 GN0630'JUNCTION OF STATE HIGHWAYS 44 AND 57, ABOUT 28 MILES SOUTHEAST OF
 GN0630'BLOOMFIELD.  GO NORTHWESTERLY ON HIGHWAY 44 FOR 0.05 MILE TO THE
 GN0630'AZIMUTH MARK ON RIGHT, CONTINUE STRAIGHT AHEAD ON HIGHWAY 44 FOR 0.45
 GN0630'MILE TO TOP OF RISE, STATION IS ON LEFT ABOUT 415 FEET SOUTH.  PACK
 GN0630'SOUTH, CROSSING THE HIGHWAY RIGHT OF WAY FENCE TO STATION.
 GN0630'
 GN0630'STATION IS A STANDARD DISK, STAMPED---BLANCO 1960---SET IN THE TOP
 GN0630'OF A SQUARE CONCRETE MONUMENT PROJECTING ABOUT 8 INCHES, 3.4 FEET
 GN0630'NORTH OF A METAL WITNESS POST.
 GN0630'
 GN0630'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED---BLANCO NO 1
 GN0630'1960---SET IN THE TOP OF A SQUARE CONCRETE MONUMENT.
 GN0630'
 GN0630'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED---BLANCO NO 2
 GN0630'1960---SET IN THE TOP OF A SQUARE CONCRETE MONUMENT.
 GN0630'
 GN0630'AZIMUTH MARK IS A STANDARD DISK, STAMPED---BLANCO 1960---SET IN THE
 GN0630'TOP OF A SQUARE CONCRETE MONUMENT PROJECTING ABOUT 6 INCHES, 90 FEET
 GN0630'NORTHEAST OF CENTER OF STATE HIGHWAY 44, 2 FEET WEST OF A METAL
 GN0630'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0263 ***********************************************************************
 DQ0263  DESIGNATION -  BLANK AZ MK
 DQ0263  PID         -  DQ0263
 DQ0263  STATE/COUNTY-  NM/LEA
 DQ0263  USGS QUAD   -  CROSSROADS (1972)
 DQ0263
 DQ0263                         *CURRENT SURVEY CONTROL
 DQ0263  ___________________________________________________________________
 DQ0263* NAD 83(1986)-  33 32 34.     (N)    103 20 21.     (W)     SCALED    
 DQ0263* NAVD 88     -      1263.11   (meters)    4144.1    (feet)  RESET     
 DQ0263  ___________________________________________________________________
 DQ0263  GEOID HEIGHT-         -22.34  (meters)                     GEOID03
 DQ0263
 DQ0263  VERT ORDER  -  THIRD
 DQ0263
 DQ0263.The horizontal coordinates were scaled from a topographic map and have
 DQ0263.an estimated accuracy of +/- 6 seconds.
 DQ0263
 DQ0263.The orthometric height was computed from unverified reset data.
 DQ0263
 DQ0263.The geoid height was determined by GEOID03.
 DQ0263
 DQ0263;                    North         East    Units  Estimated Accuracy
 DQ0263;SPC NM E     -   282,390.      257,330.      MT  (+/- 180 meters Scaled)
 DQ0263
 DQ0263                          SUPERSEDED SURVEY CONTROL
 DQ0263
 DQ0263.No superseded survey control is available for this station.
 DQ0263
 DQ0263_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFT542126(NAD 83)
 DQ0263_MARKER: DZ = AZIMUTH MARK DISK
 DQ0263_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0263_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DQ0263_STAMPING: BLANK 1935 1972
 DQ0263_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0263+STABILITY: SURFACE MOTION
 DQ0263
 DQ0263  HISTORY     - Date     Condition        Report By
 DQ0263  HISTORY     - 1972     MONUMENTED       NGS
 DQ0263
 DQ0263                          STATION DESCRIPTION
 DQ0263
 DQ0263'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 DQ0263'2.15 MI N FROM CROSSROADS.
 DQ0263'2.15 MILES NORTH ALONG STATE HIGHWAY 18, FROM ITS INTERSECTION WITH
 DQ0263'STATE HIGHWAY 508 IN CROSSROADS, TO A GRAVELED ROAD AND CATTLE GUARD
 DQ0263'ON THE RIGHT, 55 FEET EAST OF THE CENTER OF HIGHWAY 18, 58 FEET
 DQ0263'NORTHWEST OF THE CENTER OF THE CATTLE GUARD, 31 FEET NORTH OF THE
 DQ0263'CENTER OF THE GRAVELED ROAD LEADING EAST, 4.5 FEET SOUTHEAST OF A
 DQ0263'FENCE CORNER, 2.5 FEET SOUTHEAST OF A SIGN, NEW MEXICO SALT WATER
 DQ0263'DISPOSAL CO. SUB STATION 16 IN.  AND 1.0 FOOT SOUTH OF A FENCE, AND
 DQ0263'SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 12-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0260 ***********************************************************************
 DQ0260  DESIGNATION -  BLANK RESET
 DQ0260  PID         -  DQ0260
 DQ0260  STATE/COUNTY-  NM/LEA
 DQ0260  USGS QUAD   -  CROSSROADS (1972)
 DQ0260
 DQ0260                         *CURRENT SURVEY CONTROL
 DQ0260  ___________________________________________________________________
 DQ0260* NAD 83(1992)-  33 33 13.43236(N)    103 20 21.77252(W)     ADJUSTED  
 DQ0260* NAVD 88     -      1267.63   (+/-2cm)    4158.9    (feet)  VERTCON   
 DQ0260  ___________________________________________________________________
 DQ0260  LAPLACE CORR-          -0.76  (seconds)                    DEFLEC99
 DQ0260  GEOID HEIGHT-         -22.36  (meters)                     GEOID03
 DQ0260
 DQ0260  HORZ ORDER  -  SECOND
 DQ0260  VERT ORDER  -  ? (See Below)
 DQ0260
 DQ0260.The horizontal coordinates were established by classical geodetic methods
 DQ0260.and adjusted by the National Geodetic Survey in December 1993..
 DQ0260
 DQ0260.The NAVD 88 height was computed by applying the VERTCON shift value to
 DQ0260.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DQ0260.The vertical order pertains to the NGVD 29 superseded value.
 DQ0260
 DQ0260.The Laplace correction was computed from DEFLEC99 derived deflections.
 DQ0260
 DQ0260.The geoid height was determined by GEOID03.
 DQ0260
 DQ0260;                    North         East     Units Scale Factor Converg.
 DQ0260;SPC NM E     -   283,604.488   257,296.878   MT  1.00001408   +0 32 57.9
 DQ0260;SPC NM E     -   930,459.06    844,148.17   sFT  1.00001408   +0 32 57.9
 DQ0260;UTM  13      - 3,713,911.374   654,160.295   MT  0.99989300   +0 55 04.9
 DQ0260
 DQ0260!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ0260!SPC NM E     -   0.99980454  x   1.00001408  =   0.99981862
 DQ0260!UTM  13      -   0.99980454  x   0.99989300  =   0.99969756
 DQ0260
 DQ0260|---------------------------------------------------------------------|
 DQ0260| PID    Reference Object                     Distance      Geod. Az  |
 DQ0260|                                                           dddmmss.s |
 DQ0260| DQ0261 BLANK RM 1                           46.287 METERS 11811     |
 DQ0260| DQ0780 CROSSROADS TV RELAY MAST            APPROX.13.5 KM 1762823.2 |
 DQ0260| DQ0760 CROSSROADS CAPROCK CORP MAST        APPROX. 4.4 KM 1791840.5 |
 DQ0260| DQ0264 Q 95                                               1801659.9 |
 DQ0260| DQ0263 BLANK AZ MK                                        1802204.0 |
 DQ0260| DQ0262 BLANK RM 3                           46.855 METERS 28321     |
 DQ0260| CJ6663 BLANK RM 2                           61.716 METERS 34656     |
 DQ0260| DQ0759 MILNESAND NATURAL GAS MAST          APPROX.11.1 KM 3590747.9 |
 DQ0260|---------------------------------------------------------------------|
 DQ0260
 DQ0260                          SUPERSEDED SURVEY CONTROL
 DQ0260
 DQ0260  NAD 83(1986)-  33 33 13.43575(N)    103 20 21.76742(W) AD(       ) 2
 DQ0260  NAD 27      -  33 33 13.07500(N)    103 20 19.94100(W) AD(       ) 2
 DQ0260  NGVD 29 (??/??/92) 1267.134  (m)         4157.26   (f) ADJ UNCH    ?  
 DQ0260
 DQ0260.Superseded values are not recommended for survey control.
 DQ0260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0260.See file dsdata.txt to determine how the superseded data were derived.
 DQ0260
 DQ0260_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFT5416013911(NAD 83)
 DQ0260_MARKER: DS = TRIANGULATION STATION DISK
 DQ0260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0260_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DQ0260_STAMPING: BLANK 1935 1972
 DQ0260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0260+STABILITY: SURFACE MOTION
 DQ0260_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ0260+SATELLITE: SATELLITE OBSERVATIONS - October 13, 2004
 DQ0260
 DQ0260  HISTORY     - Date     Condition        Report By
 DQ0260  HISTORY     - 1972     MONUMENTED       NGS
 DQ0260  HISTORY     - 1972     GOOD             NGS
 DQ0260  HISTORY     - 1978     GOOD             DMA
 DQ0260  HISTORY     - 20041013 GOOD             DGC
 DQ0260
 DQ0260                          STATION DESCRIPTION
 DQ0260
 DQ0260'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 DQ0260'THE SURFACE STATION MARK, REFERENCE MARK NO. 2, AND THE AZIMUTH MARK
 DQ0260'(BENCH MARK Q 95 1934 RESET 1943) WERE FOUND DESTROYED.  THE STATION
 DQ0260'MARK WAS LYING ON TOP OF THE GROUND, APPARENTLY DUE TO WIND EROSION
 DQ0260'OF THE SAND, THE MONUMENT OF R.M. 2 WAS FOUND BROKEN IN TWO WITH
 DQ0260'THE DISK STILL INTACT - THE DISK WAS REMOVED AT THIS TIME, THE
 DQ0260'MONUMENT OF B.M. Q 95 RESET WAS FOUND SPLIT VERTICALLY AND SOLID
 DQ0260'IN THE GROUND THE DISK WAS LYING LOOSE ON THE TOP OF THE
 DQ0260'MONUMENT - IT WAS REMOVED AT THIS TIME.  REFERENCE MARK NO. 1 WAS
 DQ0260'FOUND IN GOOD CONDITION.  THE UNDERGROUND STATION MARK WAS
 DQ0260'FOUND AND APPEARED TO BE IN GOOD CONDITION, THE DISTANCE TO R.M.
 DQ0260'NO. 1 CHECKED THE ORIGINAL MEASUREMENT.  THE UNDERGROUND STATION
 DQ0260'MARK WAS LOWERED AND THE ORIGINAL SURFACE STATION MARK WAS
 DQ0260'RESTAMPED AND CENTERED OVER IT.  REFERENCE MARK NO. 3 AND AN
 DQ0260'AZIMUTH MARK WERE SET.
 DQ0260'
 DQ0260'A NEW DESCRIPTION FOLLOWS--
 DQ0260'
 DQ0260'THE STATION IS LOCATED 6.3 MILES SOUTH OF MILNESAND, AND 2.9 MILES
 DQ0260'NORTH OF CROSSROADS, ON THE EAST SIDE OF STATE HIGHWAY 18, AT THE
 DQ0260'TOP OF A LOW RIDGE, OPPOSITE A CATTLE GUARD AND GRAVELED ROAD
 DQ0260'LEADING WEST INTO AN OIL FIELD, ON PROPERTY LEASED FOR RANCHING BY
 DQ0260'MR. O.K. LOVEJOY.
 DQ0260'
 DQ0260'THE STATION MARK IS A STANDARD DISK STAMPED BLANK 1935 1972, SET IN A
 DQ0260'SQUARE CONCRETE MONUMENT WHICH PROJECTS 12-INCHES.  IT IS IN A SMALL
 DQ0260'SAND BLOWOUT, 83 FEET EAST OF THE CENTER OF THE HIGHWAY, AND 31
 DQ0260'FEET EAST OF A METAL WITNESS POST AND FENCE LINE.  IT IS ABOUT 3
 DQ0260'FEET LOWER THAN THE ROAD SURFACE.
 DQ0260'
 DQ0260'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED BLANK NO 1 1935, SET
 DQ0260'IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS 3-INCHES.  IT IS 230
 DQ0260'FEET EAST OF THE CENTER OF THE ROAD, AND 181 FEET EAST OF THE METAL
 DQ0260'WITNESS POST.
 DQ0260'
 DQ0260'REFERENCE MARK NO. 3 IS A STANDARD DISK STAMPED BLANK 1935 NO 3
 DQ0260'1972, SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 8-INCHES.  IT
 DQ0260'IS 94 FEET NORTHEAST OF THE CENTER OF A CATTLE GUARD, 53 FEET WEST
 DQ0260'OF THE CENTER OF HIGHWAY 18, 39 FEET NORTH OF THE CENTER OF THE
 DQ0260'OIL FIELD ENTRANCE ROAD, AND 2.5 FEET WEST OF A PIECE OF RAILROAD
 DQ0260'RAIL SET VERTICALLY AS A R.O.W. POST.
 DQ0260'
 DQ0260'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BLANK 1935 1972, SET IN
 DQ0260'A ROUND CONCRETE MONUMENT WHICH PROJECTS 12-INCHES.  IT IS 55 FEET
 DQ0260'EAST OF THE CENTER OF HIGHWAY 18, 58 FEET NORTHWEST OF THE CENTER
 DQ0260'OF A CATTLE GUARD, 31 FEET NORTH OF THE CENTER OF A GRAVELED ROAD
 DQ0260'LEADING EAST, 4.5 FEET SOUTHEAST OF A FENCE CORNER, 2.5 FEET
 DQ0260'SOUTHEAST OF A SIGN, NEW MEXICO SALT WATER DISPOSAL CO. SUB
 DQ0260'STATION 16, AND 1.0 FOOT SOUTH OF A FENCE.
 DQ0260'
 DQ0260'TO REACH THE STATION FROM THE POST OFFICE IN CROSSROADS, GO NORTH
 DQ0260'2.15 MILES TO A CATTLE GUARD AND GRAVELED ROAD ON THE EAST SIDE OF
 DQ0260'THE HIGHWAY AND THE AZIMUTH MARK AS DESCRIBED, CONTINUE NORTH 0.75
 DQ0260'MILE ON THE HIGHWAY TO THE CATTLE GUARD AND GRAVELED ROAD ON THE
 DQ0260'WEST SIDE OF THE HIGHWAY AND THE STATION ON THE EAST SIDE OF THE
 DQ0260'HIGHWAY AS DESCRIBED.
 DQ0260'
 DQ0260'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 3
 DQ0260'WAS NOT MEASURED AS THEY ARE NEARLY ON LINE AND ON OPPOSITE SIDES
 DQ0260'OF THE HIGHWAY.
 DQ0260'
 DQ0260'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2.9 MILES
 DQ0260'N OF CROSSROADS.
 DQ0260
 DQ0260                          STATION RECOVERY (1972)
 DQ0260
 DQ0260'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 DQ0260'2.9 MI N FROM CROSSROADS.
 DQ0260'REACHED FROM THE JUNCTION OF STATE HIGHWAYS 18 AND 508 IN CROSSROADS
 DQ0260'BY GOING NORTH ON HIGHWAY 18 FOR 2.9 MILES TO THE TOP OF A LOW RIDGE
 DQ0260'AND A CATTLE GUARD AND GRAVELED ROAD ENTRANCE ON THE LEFT, AND THE
 DQ0260'MARK ON THE RIGHT, IN A SMALL SAND BLOWOUT, 83 FEET EAST OF THE CENTER
 DQ0260'OF THE HIGHWAY, 31 FEET EAST OF A METAL WITNESS POST AND FENCE LINE,
 DQ0260'AND SET IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS 12-INCHES AND IS
 DQ0260'ABOUT 3 FEET LOWER THEN THE ROAD SURFACE.
 DQ0260
 DQ0260                          STATION RECOVERY (1978)
 DQ0260
 DQ0260'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978
 DQ0260'BLANK RECOVERED GOOD.
 DQ0260'
 DQ0260'NO. 1 RECOVERED GOOD.
 DQ0260'
 DQ0260'NO. 3 RECOVERED GOOD.
 DQ0260'
 DQ0260'DISTANCE AND DIRECTION FROM NEAREST TOWN--6.3 MILE S. OF
 DQ0260'MILNESAND.
 DQ0260
 DQ0260                          STATION RECOVERY (2004)
 DQ0260
 DQ0260'RECOVERY NOTE BY DAWSON GEOPHYSICAL 2004 (RR)
 DQ0260'DESCRIPTION IS ADEQUATE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0261 ***********************************************************************
 DQ0261  DESIGNATION -  BLANK RM 1
 DQ0261  PID         -  DQ0261
 DQ0261  STATE/COUNTY-  NM/LEA
 DQ0261  USGS QUAD   -  CROSSROADS (1972)
 DQ0261
 DQ0261                         *CURRENT SURVEY CONTROL
 DQ0261  ___________________________________________________________________
 DQ0261* NAD 83(1986)-  33 33 13.     (N)    103 20 21.     (W)     SCALED    
 DQ0261* NAVD 88     -      1267.065  (meters)    4157.03   (feet)  ADJUSTED  
 DQ0261  ___________________________________________________________________
 DQ0261  GEOID HEIGHT-         -22.36  (meters)                     GEOID03
 DQ0261  DYNAMIC HT  -        1265.358 (meters)    4151.43  (feet)  COMP
 DQ0261  MODELED GRAV-     979,244.9   (mgal)                       NAVD 88
 DQ0261
 DQ0261  VERT ORDER  -  SECOND    CLASS 0
 DQ0261
 DQ0261.The horizontal coordinates were scaled from a topographic map and have
 DQ0261.an estimated accuracy of +/- 6 seconds.
 DQ0261
 DQ0261.The orthometric height was determined by differential leveling
 DQ0261.and adjusted by the National Geodetic Survey in June 1991..
 DQ0261
 DQ0261.The geoid height was determined by GEOID03.
 DQ0261
 DQ0261.The dynamic height is computed by dividing the NAVD 88
 DQ0261.geopotential number by the normal gravity value computed on the
 DQ0261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0261.degrees latitude (g = 980.6199 gals.).
 DQ0261
 DQ0261.The modeled gravity was interpolated from observed gravity values.
 DQ0261
 DQ0261;                    North         East    Units  Estimated Accuracy
 DQ0261;SPC NM E     -   283,590.      257,320.      MT  (+/- 180 meters Scaled)
 DQ0261
 DQ0261                          SUPERSEDED SURVEY CONTROL
 DQ0261
 DQ0261  NGVD 29 (??/??/92) 1266.573  (m)         4155.41   (f) ADJ UNCH    2 0
 DQ0261
 DQ0261.Superseded values are not recommended for survey control.
 DQ0261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0261.See file dsdata.txt to determine how the superseded data were derived.
 DQ0261
 DQ0261_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFT541138(NAD 83)
 DQ0261_MARKER: DR = REFERENCE MARK DISK
 DQ0261_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0261_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DQ0261_STAMPING: BLANK NO 1 1935
 DQ0261_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0261+STABILITY: SURFACE MOTION
 DQ0261
 DQ0261  HISTORY     - Date     Condition        Report By
 DQ0261  HISTORY     - 1935     MONUMENTED       CGS
 DQ0261  HISTORY     - 1972     GOOD             NGS
 DQ0261
 DQ0261                          STATION DESCRIPTION
 DQ0261
 DQ0261'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 DQ0261'2.9 MI N FROM CROSSROADS.
 DQ0261'REACHED FROM THE JUNCTION OF STATE HIGHWAYS 18 AND 508 IN CROSSROADS
 DQ0261'BY GOING NORTH ON HIGHWAY 18 FOR 2.9 MILES TO THE TOP OF A LOW RIDGE
 DQ0261'AND A CATTLE GUARD AND GRAVELED ROAD ON THE LEFT AND THE MARK ON THE
 DQ0261'RIGHT, 230 FEET EAST OF THE CENTER OF HIGHWAY 18, 181 FEET EAST OF THE
 DQ0261'METAL WITNESS POST, 152 FEET EAST OF STATION MARK BLANK 1935 1972, AND
 DQ0261'SET IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS 3-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0262 ***********************************************************************
 DQ0262  DESIGNATION -  BLANK RM 3
 DQ0262  PID         -  DQ0262
 DQ0262  STATE/COUNTY-  NM/LEA
 DQ0262  USGS QUAD   -  CROSSROADS (1972)
 DQ0262
 DQ0262                         *CURRENT SURVEY CONTROL
 DQ0262  ___________________________________________________________________
 DQ0262* NAD 83(1986)-  33 33 13.     (N)    103 20 21.     (W)     SCALED    
 DQ0262* NAVD 88     -      1267.91   (meters)    4159.8    (feet)  RESET     
 DQ0262  ___________________________________________________________________
 DQ0262  GEOID HEIGHT-         -22.36  (meters)                     GEOID03
 DQ0262
 DQ0262  VERT ORDER  -  THIRD
 DQ0262
 DQ0262.The horizontal coordinates were scaled from a topographic map and have
 DQ0262.an estimated accuracy of +/- 6 seconds.
 DQ0262
 DQ0262.The orthometric height was computed from unverified reset data.
 DQ0262
 DQ0262.The geoid height was determined by GEOID03.
 DQ0262
 DQ0262;                    North         East    Units  Estimated Accuracy
 DQ0262;SPC NM E     -   283,590.      257,320.      MT  (+/- 180 meters Scaled)
 DQ0262
 DQ0262                          SUPERSEDED SURVEY CONTROL
 DQ0262
 DQ0262.No superseded survey control is available for this station.
 DQ0262
 DQ0262_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFT541138(NAD 83)
 DQ0262_MARKER: DR = REFERENCE MARK DISK
 DQ0262_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0262_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DQ0262_STAMPING: BLANK 1935 NO 3 1972
 DQ0262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0262+STABILITY: SURFACE MOTION
 DQ0262
 DQ0262  HISTORY     - Date     Condition        Report By
 DQ0262  HISTORY     - 1972     MONUMENTED       NGS
 DQ0262
 DQ0262                          STATION DESCRIPTION
 DQ0262
 DQ0262'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 DQ0262'2.9 MI N FROM CROSSROADS.
 DQ0262'REACHED FROM THE JUNCTION OF STATE HIGHWAYS 18 AND 508 IN CROSSROADS
 DQ0262'BY GOING NORTH ON HIGHWAY 18 FOR 2.9 MILES TO THE TOP OF A LOW RIDGE,
 DQ0262'AND A CATTLE GUARD IN A GRAVELED ROAD ENTRANCE AND THE MARK ON THE
 DQ0262'LEFT, 94 FEET NORTHEAST OF THE CENTER OF THE CATTLE GUARD, 53 FEET
 DQ0262'WEST OF THE CENTER OF HIGHWAY 18, 39 FEET NORTH OF THE CENTER OF THE
 DQ0262'GRAVELED ROAD ENTRANCE, 2.5 FEET WEST OFA PIECE OF RAILROAD RAIL SET
 DQ0262'VERTICALLY AS A HIGHWAY R.O.W. MARKER, AND SET IN A ROUND CONCRETE
 DQ0262'MONUMENT WHICH PROJECTS 8-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0957 ***********************************************************************
 DR0957  DESIGNATION -  BLOCK
 DR0957  PID         -  DR0957
 DR0957  STATE/COUNTY-  NM/LINCOLN
 DR0957  USGS QUAD   -  ENCINOSO (1981)
 DR0957
 DR0957                         *CURRENT SURVEY CONTROL
 DR0957  ___________________________________________________________________
 DR0957* NAD 83(1992)-  33 43 30.28178(N)    105 22 34.40819(W)     ADJUSTED  
 DR0957* NAVD 88     -      1904.8    (meters)    6249.     (feet)  VERTCON   
 DR0957  ___________________________________________________________________
 DR0957  LAPLACE CORR-          -6.19  (seconds)                    DEFLEC99
 DR0957  GEOID HEIGHT-         -20.52  (meters)                     GEOID03
 DR0957
 DR0957  HORZ ORDER  -  THIRD
 DR0957
 DR0957.The horizontal coordinates were established by classical geodetic methods
 DR0957.and adjusted by the National Geodetic Survey in December 1993..
 DR0957
 DR0957.The NAVD 88 height was computed by applying the VERTCON shift value to
 DR0957.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DR0957
 DR0957.The Laplace correction was computed from DEFLEC99 derived deflections.
 DR0957
 DR0957.The geoid height was determined by GEOID03.
 DR0957
 DR0957;                    North         East     Units Scale Factor Converg.
 DR0957;SPC NM C     -   302,505.437   580,975.803   MT  0.99998081   +0 29 06.6
 DR0957;SPC NM C     -   992,469.92  1,906,084.78   sFT  0.99998081   +0 29 06.6
 DR0957;UTM  13      - 3,731,737.419   465,144.859   MT  0.99961498   -0 12 32.0
 DR0957
 DR0957!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR0957!SPC NM C     -   0.99970427  x   0.99998081  =   0.99968509
 DR0957!UTM  13      -   0.99970427  x   0.99961498  =   0.99931936
 DR0957
 DR0957:                Primary Azimuth Mark                     Grid Az
 DR0957:SPC NM C     -  BLOCK 2                                  257 18 22.3
 DR0957:UTM  13      -  BLOCK 2                                  258 00 00.9
 DR0957
 DR0957|---------------------------------------------------------------------|
 DR0957| PID    Reference Object                     Distance      Geod. Az  |
 DR0957|                                                           dddmmss.s |
 DR0957| DR0953 BLOCK 2                             APPROX. 2.3 KM 2574728.9 |
 DR0957|---------------------------------------------------------------------|
 DR0957
 DR0957                          SUPERSEDED SURVEY CONTROL
 DR0957
 DR0957  NAD 83(1986)-  33 43 30.28809(N)    105 22 34.40643(W) AD(       ) 3
 DR0957  NAD 27      -  33 43 30.00815(N)    105 22 32.44146(W) AD(       ) 3
 DR0957  NGVD 29 (07/19/86) 1904.1    (m)         6247.     (f) VERT ANG       
 DR0957
 DR0957.Superseded values are not recommended for survey control.
 DR0957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0957.See file dsdata.txt to determine how the superseded data were derived.
 DR0957
 DR0957_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDT6514531737(NAD 83)
 DR0957
 DR0957  HISTORY     - Date     Condition        Report By
 DR0957  HISTORY     - 1933     MONUMENTED       USGS
 DR0957  HISTORY     - 1974     GOOD             USGS
 DR0957
 DR0957                          STATION DESCRIPTION
 DR0957
 DR0957'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 DR0957'ON A HILLTOP, ABOUT 1.5 MI. N. OF CAPITAN-SPINDLE-ROSWELL STATE ROAD,
 DR0957'AT A POINT 22 MI. FROM CAPITAN, AND ABOUT 1.5 MI. NE. OF BLOCK RANCH
 DR0957'HEADQUARTERS.
 DR0957'
 DR0957'STATION BEST REACHED FROM CAPITAN, VIA THE CAPITAN-SPINDLE-ROSWELL
 DR0957'ROAD, 21.95 MI. TO POINT SEVERAL HUNDRED FT. E. OF THE TOP OF A LOW
 DR0957'DIVIDE.  TURN N. ON SECONDARY RD., PASS ABANDONED HOUSE AT 0.25 MI.,
 DR0957'WITH RD. SWINGING TO NW., THROUGH GATE AT ABOUT 1 MI., TURN W. OFF
 DR0957'RD., FOLLOW UP FLAT DRAW ABOUT 0.8 MI. TO STATION.
 DR0957'
 DR0957'STATION MARK--STANDARD TABLET, CEMENTED IN ROCK IN PLACE, AND
 DR0957'STAMPED ---R 1933 BLOCK---.
 DR0957'
 DR0957'REFERENCE MARK--STANDARD REFERENCE TABLET, CEMENTED IN ROCK IN
 DR0957'PLACE, 23.25 FT. FROM STATION, S 46 DEG 16 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0953 ***********************************************************************
 DR0953  DESIGNATION -  BLOCK 2
 DR0953  PID         -  DR0953
 DR0953  STATE/COUNTY-  NM/LINCOLN
 DR0953  USGS QUAD   -  ENCINOSO (1981)
 DR0953
 DR0953                         *CURRENT SURVEY CONTROL
 DR0953  ___________________________________________________________________
 DR0953* NAD 83(1992)-  33 43 14.51277(N)    105 24 01.57800(W)     ADJUSTED  
 DR0953* NAVD 88     -      1860.     (meters)    6102.     (feet)  SCALED    
 DR0953  ___________________________________________________________________
 DR0953  LAPLACE CORR-          -5.76  (seconds)                    DEFLEC99
 DR0953  GEOID HEIGHT-         -20.41  (meters)                     GEOID03
 DR0953
 DR0953  HORZ ORDER  -  THIRD
 DR0953
 DR0953.The horizontal coordinates were established by classical geodetic methods
 DR0953.and adjusted by the National Geodetic Survey in December 1993..
 DR0953
 DR0953.The orthometric height was scaled from a topographic map.
 DR0953
 DR0953.The Laplace correction was computed from DEFLEC99 derived deflections.
 DR0953
 DR0953.The geoid height was determined by GEOID03.
 DR0953
 DR0953;                    North         East     Units Scale Factor Converg.
 DR0953;SPC NM C     -   302,000.877   578,735.758   MT  0.99997640   +0 28 18.0
 DR0953;SPC NM C     -   990,814.54  1,898,735.57   sFT  0.99997640   +0 28 18.0
 DR0953;UTM  13      - 3,731,260.201   462,899.681   MT  0.99961697   -0 13 20.3
 DR0953
 DR0953!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR0953!SPC NM C     -   0.99971133  x   0.99997640  =   0.99968774
 DR0953!UTM  13      -   0.99971133  x   0.99961697  =   0.99932841
 DR0953
 DR0953                          SUPERSEDED SURVEY CONTROL
 DR0953
 DR0953  NAD 83(1986)-  33 43 14.51922(N)    105 24 01.57640(W) AD(       ) 3
 DR0953  NAD 27      -  33 43 14.24107(N)    105 23 59.61072(W) AD(       ) 3
 DR0953
 DR0953.Superseded values are not recommended for survey control.
 DR0953.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0953.See file dsdata.txt to determine how the superseded data were derived.
 DR0953
 DR0953_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDT6290031260(NAD 83)
 DR0953
 DR0953  HISTORY     - Date     Condition        Report By
 DR0953  HISTORY     - 1934     MONUMENTED       USGS
 DR0953  HISTORY     - 1974     GOOD             USGS
 DR0953
 DR0953                          STATION DESCRIPTION
 DR0953
 DR0953'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 DR0953'ON A FLAT TOPPED BARE HILL AND ABOUT 0.5 MI. N. OF THE BLOCK
 DR0953'HEADQUARTERS RANCH BUILDINGS.
 DR0953'
 DR0953'STATION IS BEST REACHED FROM THE BLOCK HEADQUARTERS RANCH THROUGH
 DR0953'THEIR CORRAL, THENCE N. ON OLD RD. TO FIRST SADDLE, TURN RIGHT TO
 DR0953'TOP OF HILL.
 DR0953'
 DR0953'STATION MARK--STANDARD TABLET, CEMENTED IN ROCK IN PLACE, AND
 DR0953'STAMPED ---R 1934 BLOCK NO. 2---.
 DR0953'
 DR0953'REFERENCE MARK--STANDARD REFERENCE TABLET, CEMENTED IN ROCK IN PLACE,
 DR0953'AND 34.80 FT. E. OF STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0952 ***********************************************************************
 DR0952  DESIGNATION -  BLOCK RESET
 DR0952  PID         -  DR0952
 DR0952  STATE/COUNTY-  NM/LINCOLN
 DR0952  USGS QUAD   -  ENCINOSO (1981)
 DR0952
 DR0952                         *CURRENT SURVEY CONTROL
 DR0952  ___________________________________________________________________
 DR0952* NAD 83(1992)-  33 43 30.25071(N)    105 22 34.41267(W)     ADJUSTED  
 DR0952* NAVD 88     -      1904.9    (meters)    6250.     (feet)  VERTCON   
 DR0952  ___________________________________________________________________
 DR0952  LAPLACE CORR-          -6.19  (seconds)                    DEFLEC99
 DR0952  GEOID HEIGHT-         -20.52  (meters)                     GEOID03
 DR0952
 DR0952  HORZ ORDER  -  SECOND
 DR0952
 DR0952.The horizontal coordinates were established by classical geodetic methods
 DR0952.and adjusted by the National Geodetic Survey in December 1993..
 DR0952
 DR0952.The NAVD 88 height was computed by applying the VERTCON shift value to
 DR0952.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DR0952
 DR0952.The Laplace correction was computed from DEFLEC99 derived deflections.
 DR0952
 DR0952.The geoid height was determined by GEOID03.
 DR0952
 DR0952;                    North         East     Units Scale Factor Converg.
 DR0952;SPC NM C     -   302,504.479   580,975.696   MT  0.99998081   +0 29 06.6
 DR0952;SPC NM C     -   992,466.78  1,906,084.43   sFT  0.99998081   +0 29 06.6
 DR0952;UTM  13      - 3,731,736.463   465,144.740   MT  0.99961498   -0 12 32.0
 DR0952
 DR0952!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR0952!SPC NM C     -   0.99970425  x   0.99998081  =   0.99968507
 DR0952!UTM  13      -   0.99970425  x   0.99961498  =   0.99931935
 DR0952
 DR0952:                Primary Azimuth Mark                     Grid Az
 DR0952:SPC NM C     -  DAVIS                                    008 54 31.1
 DR0952:UTM  13      -  DAVIS                                    009 36 09.7
 DR0952
 DR0952|---------------------------------------------------------------------|
 DR0952| PID    Reference Object                     Distance      Geod. Az  |
 DR0952|                                                           dddmmss.s |
 DR0952| DR0959 DAVIS                               APPROX.12.4 KM 0092337.7 |
 DR0952| CJ6667 BLOCK RM 1                            7.074 METERS 04617     |
 DR0952| CJ6668 BLOCK RM 2                            7.363 METERS 30336     |
 DR0952|---------------------------------------------------------------------|
 DR0952
 DR0952                          SUPERSEDED SURVEY CONTROL
 DR0952
 DR0952  NAD 83(1986)-  33 43 30.25543(N)    105 22 34.41334(W) AD(       ) 2
 DR0952  NAD 27      -  33 43 29.95667(N)    105 22 32.47688(W) AD(       ) 2
 DR0952  NGVD 29 (07/19/86) 1904.2    (m)         6247.     (f) VERT ANG       
 DR0952
 DR0952.Superseded values are not recommended for survey control.
 DR0952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0952.See file dsdata.txt to determine how the superseded data were derived.
 DR0952
 DR0952_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDT6514531736(NAD 83)
 DR0952_MARKER: DD = SURVEY DISK
 DR0952_SETTING: 66 = SET IN ROCK OUTCROP
 DR0952_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 DR0952
 DR0952  HISTORY     - Date     Condition        Report By
 DR0952  HISTORY     - 1972     MONUMENTED       USGS
 DR0952
 DR0952                          STATION DESCRIPTION
 DR0952
 DR0952'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 DR0952'THE STATION IS LOCATED NORTH 43 DEGREES EAST, ABOUT 17 MILES
 DR0952'FROM CAPITAN, NEW MEXICO, ON HIGHEST HILL IN VICINITY ON
 DR0952'CANNING RANCH, IN THE SOUTHWEST QUARTER, SECTION 4, TOWNSHIP
 DR0952'7 SOUTH, RANGE 16 EAST.
 DR0952'
 DR0952'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 380 AND STATE HIGHWAY
 DR0952'48 AT CAPITAN, NEW MEXICO, GO NORTH AND EAST ON STATE HIGHWAY 48,
 DR0952'21.0 MILES TO WEST ROAD FORK LEFT OF TWO, TURN LEFT (NORTH) AND GO
 DR0952'0.95 MILE TO GATE AND ROAD FORKS, TAKE LEFT FORK (SOUTHWEST) AFTER
 DR0952'PASSING THROUGH GATE AND GO 0.3 MILE TO DIM ROAD RIGHT, TURN
 DR0952'RIGHT (WEST) ON DIM ROAD AND GO 0.25 MILE, LEAVE ROAD AND GO
 DR0952'NORTH UP HILL CROSS-COUNTRY 0.5 MILE TO TOP OF HIGHEST HILL AND
 DR0952'STATION.  THE STATION IS 6 FEET NORTH OF A USGS WITNESS SIGN
 DR0952'MOUNTED ON A METAL POST.
 DR0952'
 DR0952'THE STATION MARK AND REFERENCE MARKS ARE USGS BRONZE TABLETS
 DR0952'CEMENTED IN DRILL HOLES IN BEDROCK.
 DR0952'
 DR0952'STATION MARK--TABLET STAMPED BLOCK 1933 ET 1972.
 DR0952'
 DR0952'REFERENCE MARK NO. 1--TABLET STAMPED BLOCK NO. 1 1933 ET 1972.
 DR0952'
 DR0952'REFERENCE MARK NO. 2--TABLET STAMPED BLOCK NO. 2 1933 ET 1972.
 DR0952'
 DR0952'STATION DAVIS ET 1972 IS VISIBLE FROM THE GROUND TO SERVE AS
 DR0952'AZIMUTH MARK.
 DR0952'
 DR0952'ALL OBSERVATIONS MADE FROM A STANDARD TRIPOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0890 ***********************************************************************
 DR0890  DESIGNATION -  BLOOM
 DR0890  PID         -  DR0890
 DR0890  STATE/COUNTY-  NM/CHAVES
 DR0890  USGS QUAD   -  HONDO RESERVOIR (1979)
 DR0890
 DR0890                         *CURRENT SURVEY CONTROL
 DR0890  ___________________________________________________________________
 DR0890* NAD 83(1992)-  33 15 05.91536(N)    104 43 32.43619(W)     ADJUSTED  
 DR0890* NAVD 88     -      1260.0    (meters)    4134.     (feet)  VERTCON   
 DR0890  ___________________________________________________________________
 DR0890  LAPLACE CORR-          -3.67  (seconds)                    DEFLEC99
 DR0890  GEOID HEIGHT-         -22.71  (meters)                     GEOID03
 DR0890
 DR0890  HORZ ORDER  -  SECOND
 DR0890
 DR0890.The horizontal coordinates were established by classical geodetic methods
 DR0890.and adjusted by the National Geodetic Survey in December 1993..
 DR0890
 DR0890.The NAVD 88 height was computed by applying the VERTCON shift value to
 DR0890.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DR0890
 DR0890.The Laplace correction was computed from DEFLEC99 derived deflections.
 DR0890
 DR0890.The geoid height was determined by GEOID03.
 DR0890
 DR0890;                    North         East     Units Scale Factor Converg.
 DR0890;SPC NM E     -   249,728.566   128,441.897   MT  0.99992556   -0 12 54.5
 DR0890;SPC NM E     -   819,317.80    421,396.46   sFT  0.99992556   -0 12 54.5
 DR0890;UTM  13      - 3,679,218.234   525,553.184   MT  0.99960805   +0 09 01.5
 DR0890
 DR0890!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR0890!SPC NM E     -   0.99980579  x   0.99992556  =   0.99973136
 DR0890!UTM  13      -   0.99980579  x   0.99960805  =   0.99941392
 DR0890
 DR0890|---------------------------------------------------------------------|
 DR0890| PID    Reference Object                     Distance      Geod. Az  |
 DR0890|                                                           dddmmss.s |
 DR0890| CJ6670 BLOOM RM 1                           22.997 METERS 01305     |
 DR0890| DR0878 ROSWELL ST PETERS CATH CH BRICK SPI APPROX.24.1 KM 0514846.6 |
 DR0890| DR0874 ROSWELL SILVER WATER TANK           APPROX.25.0 KM 0541124.9 |
 DR0890| DR0887 ROSWELL ARMY AIR BASE WATER TK      APPROX.20.7 KM 0710426.7 |
 DR0890| DR0881 ROSWELL AAB W CONTROL TWR           APPROX.19.4 KM 0714014.6 |
 DR0890| DR0880 ROSWELL AAB CEN CONTROL TWR         APPROX.19.8 KM 0720241.5 |
 DR0890| DR0885 ROSWELL AAB E CONTROL TWR           APPROX.20.2 KM 0722409.2 |
 DR0890| CJ6671 BLOOM RM 2                           19.172 METERS 09951     |
 DR0890| CJ6669 BLOOM AZ MK                                        3512331.2 |
 DR0890|---------------------------------------------------------------------|
 DR0890
 DR0890                          SUPERSEDED SURVEY CONTROL
 DR0890
 DR0890  NAD 83(1986)-  33 15 05.92034(N)    104 43 32.43012(W) AD(       ) 2
 DR0890  NAD 27      -  33 15 05.55400(N)    104 43 30.52600(W) AD(       ) 2
 DR0890  NGVD 29 (12/31/91) 1259.4    (m)         4132.     (f) VERT ANG       
 DR0890
 DR0890.Superseded values are not recommended for survey control.
 DR0890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0890.See file dsdata.txt to determine how the superseded data were derived.
 DR0890
 DR0890_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES2555379218(NAD 83)
 DR0890_MARKER: DS = TRIANGULATION STATION DISK
 DR0890_SETTING: 80 = SET IN A BOULDER
 DR0890_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR0890+STABILITY: SURFACE MOTION
 DR0890
 DR0890  HISTORY     - Date     Condition        Report By
 DR0890  HISTORY     - 1943     MONUMENTED       CGS
 DR0890  HISTORY     - 1955     GOOD             USGS
 DR0890  HISTORY     - 1959     GOOD             USGS
 DR0890
 DR0890                          STATION DESCRIPTION
 DR0890
 DR0890'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (EHB)
 DR0890'STATION IS ON A PROMINENT FLAT DIVIDE ABOUT 1 MILE SW OF THE
 DR0890'BLOOM WELLS, AND AN OLD RANCH SITE IN ROCKY ARROYO.  IT IS ON THE
 DR0890'HIGHEST HILL ON THE S SIDE OF THE ARROYO, AND ON THE W SIDE OF THE
 DR0890'FLATS.  IT IS ALSO ABOUT 15 MILES SW OF ROSWELL, ABOUT 3 MILES
 DR0890'S OF THE HONDO RIVER CANYON, ABOUT 1/4 MILE NW OF AN OBLIQUE
 DR0890'FENCE CORNER, AND ABOUT 1/4 MILE BOTH W AND N OF FENCE LINES.
 DR0890'
 DR0890'STATION MARK IS A BRONZE STATION DISK SET IN A BURIED BOULDER
 DR0890'FLUSH WITH THE GROUND, STAMPED BLOOM 1943.
 DR0890'
 DR0890'REFERENCE MARK 1 IS 3 FEET S OF A SMALL ROCK CAIRN.  A BRONZE
 DR0890'REFERENCE DISK SET IN A BURIED BOULDER FLUSH WITH THE GROUND,
 DR0890'STAMPED BLOOM NO 1 1943.
 DR0890'
 DR0890'REFERENCE MARK 2 IS 2 FEET S OF A SMALL ROCK CAIRN.  A BRONZE
 DR0890'REFERENCE DISK SET IN A BOULDER PROJECTING ABOUT 1 INCH, STAMPED
 DR0890'BLOOM NO 2 1943.
 DR0890'
 DR0890'AZIMUTH MARK IS 0.3 MILE NNW OF THE STATION, 5 FEET E OF A 3-FOOT
 DR0890'ROCK CAIRN.  A BRONZE AZIMUTH DISK SET IN A BOULDER PROJECTING
 DR0890'ABOUT 1 INCH, STAMPED BLOOM 1943.
 DR0890'
 DR0890'TO REACH STATION FROM ROSWELL, GO W ON U.S. HIGHWAY 380 FROM
 DR0890'THE HIGHWAY JUNCTION ON MAIN STREET, TRAVEL 3.2 MILES TO A
 DR0890'GRADED DIRT ROAD AT THE E END OF HIGHWAY BRIDGE.  TURN LEFT ON
 DR0890'DIRT ROAD AND GO SW FOR 0.9 MILE TO CROSS ROADS, CONTINUE
 DR0890'STRAIGHT AHEAD, TRAVEL 1.0 MILE TO ANOTHER CROSS ROAD, CONTINUE
 DR0890'AHEAD FOR 1.1 MILES TO FORKS, TAKE RIGHT FORK AND PROCEED 0.9
 DR0890'MILE TO CATTLE GUARD, PASS THROUGH GUARD AND GO 1.8 MILES ALONG
 DR0890'THE MAIN-TRAVELED ROAD TO FORKS AT FENCE CORNER, TAKE RIGHT
 DR0890'FORK FOR 3.0 MILES TO A BRIDGE OVER AN IRRIGATION CANAL,
 DR0890'CONTINUE ALONG MAIN ROAD AND GO 0.5 MILE TO DIM FORKS, JUST
 DR0890'BEFORE REACHING A CATTLE GUARD NEAR A RANCH, TAKE RIGHT FORK AND
 DR0890'GO THROUGH GATE IN WIRE FENCE, KEEP RIGHT AROUND A LARGE BARN
 DR0890'AND FOLLOW DIM TRACK ROAD FOR 1.9 MILES TO A WIRE GATE AND
 DR0890'A T IN THE FENCE LINE, PASS THROUGH GATE AND AT FORKS, TAKE
 DR0890'THE RIGHT OF TWO DIM ROADS.  PROCEED IN A W DIRECTION AND
 DR0890'TRAVEL 0.9 MILE TO A WINDMILL AND CORRAL.  KEEP LEFT AROUND
 DR0890'THE CORRAL AND TURN LEFT OR SW ON A DIM TRACK ROAD AND
 DR0890'TRAVEL 0.6 MILE TO DIM FORKS, KEEP LEFT AND GO 0.9 MILE
 DR0890'TO WHERE ROAD FORKS AGAIN, TAKE RIGHT FORK AND PROCEED 1.0 MILE
 DR0890'TO DIM ROAD ON RIGHT, KEEP LEFT AND TRAVEL 0.7 MILE TO A
 DR0890'ROAD RUNNING E-W, TURN RIGHT OR W AND TRAVEL 0.7 MILE TO THE
 DR0890'BLOOM WELLS.  AT THE FIRST TANK AND WINDMILL, BEAR RIGHT AND
 DR0890'PASS THROUGH THE WIRE GATE IN THE FENCE CORNER, PROCEED
 DR0890'PAST A WINDMILL ON RIGHT AND GO ABOUT 0.3 MILE ALONG THE
 DR0890'DIM ROAD, TURN S UP A SMALL DRAW AND GO CROSS-COUNTRY FOR
 DR0890'ABOUT 0.8 MILE TO TOP OF THE FLATS AND THE AZIMUTH MARK
 DR0890'WHICH IS MARKED BY A 3-FOOT ROCK CAIRN.  FROM THE AZIMUTH
 DR0890'MARK THE STATION IS ABOUT 0.3 MILE SSE AND ON THE HIGHEST PART
 DR0890'OF A RIDGE.
 DR0890'
 DR0890'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 DR0890
 DR0890                          STATION RECOVERY (1955)
 DR0890
 DR0890'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 DR0890'RECOVERED.
 DR0890
 DR0890                          STATION RECOVERY (1959)
 DR0890
 DR0890'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 DR0890'STATION LOCATED APPROXIMATELY 9 MI. S. AND 11 MI. W. OF ROSWELL, NEW
 DR0890'MEXICO, IN SE. 1/4 OF SEC. 21, T 12 S, R 22 E, 1.14 MI. S. 53 DEGREES
 DR0890'W. OF OLD BLOOM RANCH SITE, NOW KNOWN AS RED HOUSE MILL AND ON HIGHEST
 DR0890'POINT AND ABOUT CENTER OF BROAD ROUND HILL.
 DR0890'
 DR0890'TO REACH FROM ROSWELL, PROCEED S. ON SOUTH MAIN STREET TO ST. MARYS
 DR0890'HOSPITAL, CONTINUE S. ON WALKER AIR BASE RD. 3.5 MI. TO MAIN ENTRANCE
 DR0890'TO AIR BASE.  TURN W. ON GRADED RD. JUST OUTSIDE AIR BASE FENCE 2.0
 DR0890'MI. TO NW. CORNER OF AIR BASE, TURN S., FOLLOW RD. ALONG FENCE 2 MI.
 DR0890'TO GOOD GRADED RD. W., TURN W., FOLLOW MAIN RD. 3.3 MI. TO LARGE
 DR0890'GRAVEL PIT, TURN S. ACROSS COUNTRY 0.5 MI. TO WINDMILL, PASS THROUGH
 DR0890'GATE W. OF MILL, GO SW. ON TRACK RD. 1.7 MI. TO ANOTHER WINDMILL, PASS
 DR0890'AROUND WINDMILL TO S., FOLLOW TRACK RD. SW. 2.2 MI. TO GATE, PASS
 DR0890'THROUGH GATE, TURN W. 0.3 MI. TO ANOTHER GATE, PASS THROUGH GATE,
 DR0890'CONTINUE ON MAIN RD. W. TO FENCE CORNER, FOLLOW ALONG FENCE
 DR0890'APPROXIMATELY 2 MI. TO GATE, TURN N. THROUGH GATE, FOLLOW DIM TRACK
 DR0890'RD. 0.4 MI. TO RD. JUNCTION, TURN W. AND FOLLOW MAIN RD. 1.3 MI. TO
 DR0890'SECOND WINDMILL, PASS WINDMILL, FOLLOW RD. ABOUT 0.1 MI. TO WHERE RD.
 DR0890'CROSSES SMALL DRAIN, LEAVE RD. ON E. SIDE OF DRAIN, DRIVE SE. ABOUT
 DR0890'0.2 MI. TO TOP OF RIDGE, FOLLOW RIDGE SW. ABOUT 0.3 MI., TURN S.
 DR0890'ACROSS SHALLOW DRAW AND CONTINUE S. 0.2 MI. TO TOP OF HILL AND
 DR0890'STATION.
 DR0890'
 DR0890'STATION MARK--STANDARD USC AND GS DISK STAMPED---BLOOM 1943---, SET
 DR0890'IN BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0656 ***********************************************************************
 GN0656  DESIGNATION -  BLOOMFIELD MTN STS TT MICRO TR
 GN0656  PID         -  GN0656
 GN0656  STATE/COUNTY-  NM/SAN JUAN
 GN0656  USGS QUAD   -  EAST FORK KUTZ CANYON (1985)
 GN0656
 GN0656                         *CURRENT SURVEY CONTROL
 GN0656  ___________________________________________________________________
 GN0656* NAD 83(1992)-  36 32 01.80918(N)    107 53 08.97626(W)     ADJUSTED  
 GN0656* NAVD 88     -                                                        
 GN0656  ___________________________________________________________________
 GN0656  LAPLACE CORR-           2.70  (seconds)                    DEFLEC99
 GN0656  GEOID HEIGHT-         -20.88  (meters)                     GEOID03
 GN0656
 GN0656  HORZ ORDER  -  THIRD
 GN0656
 GN0656.The horizontal coordinates were established by classical geodetic methods
 GN0656.and adjusted by the National Geodetic Survey in December 1993..
 GN0656
 GN0656
 GN0656.The Laplace correction was computed from DEFLEC99 derived deflections.
 GN0656
 GN0656.The geoid height was determined by GEOID03.
 GN0656
 GN0656;                    North         East     Units Scale Factor Converg.
 GN0656;SPC NM W     -   613,755.021   825,299.497   MT  0.99991694   -0 01 52.5
 GN0656;SPC NM W     - 2,013,627.93  2,707,670.10   sFT  0.99991694   -0 01 52.5
 GN0656;UTM  13      - 4,047,036.466   241,639.423   MT  1.00042247   -1 43 08.0
 GN0656
 GN0656                          SUPERSEDED SURVEY CONTROL
 GN0656
 GN0656  NAD 83(1992)-  36 32 01.80562(N)    107 53 08.98023(W) AD(       ) 4
 GN0656  NAD 83(1986)-  36 32 01.80442(N)    107 53 08.98418(W) AD(       ) 4
 GN0656  NAD 27      -  36 32 01.77100(N)    107 53 06.75900(W) AD(       ) 3
 GN0656
 GN0656.Superseded values are not recommended for survey control.
 GN0656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0656.See file dsdata.txt to determine how the superseded data were derived.
 GN0656
 GN0656_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBA4163947036(NAD 83)
 GN0656_MARKER: 45 = MICROWAVE TOWER
 GN0656
 GN0656  HISTORY     - Date     Condition        Report By
 GN0656  HISTORY     - 1960     FIRST OBSERVED   CGS
 GN0656
 GN0656                          STATION DESCRIPTION
 GN0656
 GN0656'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (HWK)
 GN0656'THE STATION IS THE MICROWAVE TOWER WHICH IS LOCATED APPROXIMATELY
 GN0656'13 MILES SOUTHEAST OF BLOOMFIELD, 8 MILES NORTH OF HUERFANO
 GN0656'AND 4 MILES EAST OF STATE HIGHWAY 44.
 GN0656'
 GN0656'THE TOWER IS A FOUR-LEGGED STEEL STRUCTURE, PAINTED RED AND
 GN0656'WHITE WITH FOUR LARGE REFLECTORS ON THE TOP.  THE RED LIGHT
 GN0656'ATOP THE STRUCTURE WAS THE POINT INTERSECTED.  THE STRUCTURE
 GN0656'IS APPROXIMATELY 200 FEET IN HEIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1757 ***********************************************************************
 CX1757  DESIGNATION -  BLOW
 CX1757  PID         -  CX1757
 CX1757  STATE/COUNTY-  NM/DONA ANA
 CX1757  USGS QUAD   -  GILMORE DRAW (1981)
 CX1757
 CX1757                         *CURRENT SURVEY CONTROL
 CX1757  ___________________________________________________________________
 CX1757* NAD 83(1992)-  32 50 15.34210(N)    106 47 07.88010(W)     ADJUSTED  
 CX1757* NAVD 88     -      1435.     (meters)    4708.     (feet)  SCALED    
 CX1757  ___________________________________________________________________
 CX1757  LAPLACE CORR-           4.17  (seconds)                    DEFLEC99
 CX1757  GEOID HEIGHT-         -23.17  (meters)                     GEOID03
 CX1757
 CX1757  HORZ ORDER  -  SECOND
 CX1757
 CX1757.The horizontal coordinates were established by classical geodetic methods
 CX1757.and adjusted by the National Geodetic Survey in December 1993..
 CX1757
 CX1757.The orthometric height was scaled from a topographic map.
 CX1757
 CX1757.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1757
 CX1757.The geoid height was determined by GEOID03.
 CX1757
 CX1757;                    North         East     Units Scale Factor Converg.
 CX1757;SPC NM C     -   203,869.189   449,866.948   MT  0.99993098   -0 17 25.4
 CX1757;SPC NM C     -   668,860.83  1,475,938.48   sFT  0.99993098   -0 17 25.4
 CX1757;SPC NM W     -   204,231.959   928,094.413   MT  1.00003528   +0 34 05.6
 CX1757;SPC NM W     -   670,051.02  3,044,923.09   sFT  1.00003528   +0 34 05.6
 CX1757;UTM  13      - 3,634,695.204   332,887.811   MT  0.99994435   -0 58 06.4
 CX1757
 CX1757!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1757!SPC NM C     -   0.99977845  x   0.99993098  =   0.99970944
 CX1757!SPC NM W     -   0.99977845  x   1.00003528  =   0.99981372
 CX1757!UTM  13      -   0.99977845  x   0.99994435  =   0.99972281
 CX1757
 CX1757|---------------------------------------------------------------------|
 CX1757| PID    Reference Object                     Distance      Geod. Az  |
 CX1757|                                                           dddmmss.s |
 CX1757| CC6122 BLOW RM 1                            21.026 METERS 04517     |
 CX1757| CC6123 BLOW RM 2                            31.409 METERS 10644     |
 CX1757| CX1758 T17S R12E SECS 7 12 13 18            52.320 METERS 11602     |
 CX1757| CX1741 AWY BCN 6 18 MI E OF RINCON         APPROX.22.1 KM 1722444.2 |
 CX1757| CC6121 BLOW AZ MK                                         1740050.8 |
 CX1757|---------------------------------------------------------------------|
 CX1757
 CX1757                          SUPERSEDED SURVEY CONTROL
 CX1757
 CX1757  NAD 83(1986)-  32 50 15.34895(N)    106 47 07.88458(W) AD(       ) 2
 CX1757  NAD 27      -  32 50 15.05862(N)    106 47 05.84577(W) AD(       ) 2
 CX1757
 CX1757.Superseded values are not recommended for survey control.
 CX1757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1757.See file dsdata.txt to determine how the superseded data were derived.
 CX1757
 CX1757_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS3288834695(NAD 83)
 CX1757_MARKER: DS = TRIANGULATION STATION DISK
 CX1757_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 CX1757_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 CX1757
 CX1757  HISTORY     - Date     Condition        Report By
 CX1757  HISTORY     - 1936     MONUMENTED       CGS
 CX1757  HISTORY     - 1943     GOOD             CGS
 CX1757  HISTORY     - 1969     GOOD             USAF
 CX1757  HISTORY     - 1969     GOOD             USAF
 CX1757
 CX1757                          STATION DESCRIPTION
 CX1757
 CX1757'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (WRP)
 CX1757'THE STATION IS 45.4 MILES BY ROAD N OF LAS CRUCES, 22.8 MILES
 CX1757'N OF THE JORNADA EXPERIMENTAL RANGE HEADQUARTERS, 22 MILES
 CX1757'AIRLINE NE OF RINCON, AT THE HIGHEST POINT OF A RANGE OF
 CX1757'SHIFTING SAND HILLS, 0.2 MILE N OF A DESERTED RANCH HOUSE,
 CX1757'ON THE W SIDE OF AN OLD RANCH ROAD, AND 165 FEET W OF A FENCE
 CX1757'LINE.
 CX1757'
 CX1757'TO REACH THE STATION FROM LAS CRUCES, GO N 5.8 MILES ON STATE
 CX1757'HIGHWAY 3, TURN N AND GO 10.6 MILES ON A GRAVEL ROAD, TAKE THE
 CX1757'RIGHT FORK AND GO 5.9 MILES, TAKE THE RIGHT FORK AND GO 0.2
 CX1757'MILE TO THE JORNADA EXPERIMENTAL RANGE HEADQUARTERS OFFICE,
 CX1757'GO E 0.1 MILE TO A T-INTERSECTION, TURN LEFT (N) AND GO 0.4
 CX1757'MILE TO CROSSROADS, TURN LEFT (N) ALONG THE E SIDE OF A FENCE
 CX1757'AND GO 10.9 MILES TO A CATTLE GUARD AT THE N BOUNDARY OF THE
 CX1757'EXPERIMENTAL RANGE, CONTINUE N ON RANCH ROAD 2.4 MILES, PASS
 CX1757'THROUGH A CATTLE GUARD W OF A RANCH HOUSE, TURN E AND FOLLOW
 CX1757'A RANCH ROAD E AND N 8.8 MILES TO A DESERTED RANCH HOUSE,
 CX1757'CONTINUE N ON A VERY DIM ROAD ALONG THE W SIDE OF A FENCE
 CX1757'0.2 MILE TO THE STATION SITE, 150 FEET W OF THE TRACK ROAD.
 CX1757'
 CX1757'THE STATION, UNDERGROUND, AND REFERENCE MARKS ARE BRONZE DISKS
 CX1757'SET IN CONCRETE AND TILE.
 CX1757'
 CX1757'REFERENCE MARK 1 IS 21.035 METERS (69.01 FEET) FROM THE STATION,
 CX1757'AND REFERENCE MARK 2 IS 31.420
 CX1757'METERS (103.08 FEET) FROM THE STATION.
 CX1757'
 CX1757'THE AZIMUTH MARK, A BRONZE DISK SET IN CONCRETE,
 CX1757'IS 240 FEET WSW OF A DESERTED RANCH HOUSE, 2 FEET W
 CX1757'OF A FENCE LINE, 0.2 MILE FROM THE STATION.
 CX1757'BEARING FROM STATION TO THE PEAK OF A GABLED
 CX1757'ROOF 0.2 MILE AWAY.
 CX1757
 CX1757                          STATION RECOVERY (1943)
 CX1757
 CX1757'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (EHB)
 CX1757'ALL MARKS RECOVERED AS DESCRIBED IN GOOD CONDITION.  THE
 CX1757'STATION IS LOCATED ON THE HIGHEST POINT OF A LOW SAND HILL,
 CX1757'22 MILES NE OF RINCON AND 0.3 MILE N OF A SMALL DESERTED RANCH
 CX1757'HOUSE.
 CX1757'
 CX1757'TO REACH FROM THE POST OFFICE IN RINCON, GO E ON MAIN ROAD
 CX1757'2.8 MILES TO TOP OF HILL AND FORKS.  TAKE LEFT FORK 0.1 MILE.
 CX1757'THENCE RIGHT FORK FOR 5.4 MILES TO T-JUNCTION.  TURN LEFT AND
 CX1757'FOLLOW MAIN-TRAVELED ROAD 6.2 MILES TO RANCH ON THE RIGHT AND
 CX1757'CATTLE GUARD.  TURN RIGHT JUST AFTER PASSING OVER CATTLE GUARD
 CX1757'AND FOLLOW MAIN ROAD 6.3 MILES TO FORKS AT GATE.  TAKE LEFT FORK
 CX1757'ALONG W SIDE OF FENCE FOR 2.3 MILES TO GATE.  THE AZIMUTH
 CX1757'MARK IS ABOUT 2 FEET W OF THE S GATEPOST.  PASS THROUGH GATE
 CX1757'AND CONTINUE ON ROAD ALONG E SIDE OF FENCE 0.3 MILE.  TURN
 CX1757'SHARP LEFT OFF ROAD TO FENCE.  THE STATION IS LOCATED ON
 CX1757'HIGHEST POINT OF LOW SAND HILL ABOUT 175 FEET W OF FENCE.
 CX1757'
 CX1757'THE STATION MARK IS A BRONZE STATION DISK SET IN CONCRETE IN
 CX1757'THE TOP OF A SECTION OF TILE.  IT IS ABOUT 6 INCHES LOWER THAN
 CX1757'GROUND LEVEL.  IT IS STAMPED BLOW 1936.
 CX1757'
 CX1757'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN CONCRETE
 CX1757'AT THE CENTER OF THE TOP OF A TILE, ABOUT 4 INCHES LOWER THAN
 CX1757'THE GROUND, AND ABOUT 3 FEET LOWER THAN THE STATION.  IT IS
 CX1757'STAMPED BLOW NO 1 1936.
 CX1757'
 CX1757'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN CONCRETE AT
 CX1757'THE CENTER OF THE TOP OF A TILE FLUSH WITH THE GROUND, AND
 CX1757'ABOUT 3 FEET LOWER THAN THE STATION.  IT IS STAMPED BLOW NO 2
 CX1757'1936.
 CX1757'
 CX1757'GLO SECTION CORNER IS A GENERAL LAND OFFICE SECTION CORNER DISK
 CX1757'SCREWED ON THE TOP OF A PIPE PROJECTING ABOUT 4 INCHES ABOVE GROUND.
 CX1757'IT IS STAMPED T 17 S R1E R2E 1938 S12 S7 S13 S18.
 CX1757'
 CX1757'THE AZIMUTH MARK IS 0.3 MILE S OF THE STATION AND 2 FEET W OF
 CX1757'THE S GATEPOST OF GATE NEAR DESERTED RANCH HOUSE.  IT IS A
 CX1757'BRONZE AZIMUTH DISK SET IN THE TOP OF A CONCRETE POST PROJECTING
 CX1757'ABOUT 6 INCHES ABOVE GROUND.  IT IS STAMPED BLOW 1936.
 CX1757'
 CX1757'A 4-FOOT WOOD STAND WAS USED FOR OBSERVATIONS.
 CX1757
 CX1757                          STATION RECOVERY (1969)
 CX1757
 CX1757'RECOVERY NOTE BY US AIR FORCE 1969 (JD)
 CX1757'STATION--BLOW 1936-GOOD
 CX1757'
 CX1757'R.M. 1--NOT RECOVERED
 CX1757'
 CX1757'R.M. 2--BLOW NO 2 1936-GOOD
 CX1757'
 CX1757'R.M. 1 WAS SEARCHED FOR BUT IS POSSIBLY COVERED BY SAND.
 CX1757
 CX1757                          STATION RECOVERY (1969)
 CX1757
 CX1757'RECOVERY NOTE BY US AIR FORCE 1969 (JD)
 CX1757'TO REACH STATION FROM WHITE SANDS MISSILE RANGE (MAIN GATE)
 CX1757'PROCEED ON HIGHWAY 1 FOR 5.1 MILES.  TAKE LAS CRUCES EXIT
 CX1757'HEADING WEST (HIGHWAY 70 AND 82) FOR 15.2 MILES.  TURN RIGHT
 CX1757'(NORTH) ON GRAVEL ROAD FOR 11.0 MILES TO A Y FORK, TAKE RIGHT
 CX1757'FORK AND CONTINUE FOR 5.6 MILES TO ANOTHER Y FORK.  TURN TO THE
 CX1757'RIGHT, PROCEED 0.5 MILES TILL YOU PASS JORNADA EXPERMENTAL
 CX1757'RANCH.  MOVE PAST CATTLE GUARD AND TURN TO THE LEFT SLIGHTLY
 CX1757'UNTIL YOU COME UPON A T INTERSECTION.  TURN RIGHT (EAST) AND
 CX1757'PROCEED FOR 0.3 MILES TO AN INTERSECTION WITH ROAD ON LEFT.
 CX1757'TURN LEFT AND PROCEED ALONG EAST SIDE OF FENCE FOR 5.6 MILES
 CX1757'TO A WINDMILL KNOWN AS MIDDLE WELL, GO AROUND WINDMILL TO A
 CX1757'SMALL Y INTERSECTION AND A GATE.  PASS THROUGH GATE, TURN RIGHT
 CX1757'AT Y FORK THAT IS HARD TO SPOT.  TRAVEL WEST FOR 3.0 MILES
 CX1757'TO ANOTHER WINDMILL.  ROAD TURNS TO THE NORTH GO FOR A
 CX1757'DISTANCE OF 5.2 MILES TO NEIL GRAHAM RANCH.  PROCEED INTO
 CX1757'MAIN YARD AND TURN LEFT (WEST).  MOVE 0.2 AND TURN SHARP TO
 CX1757'RIGHT HEADING NORTHEAST PASSING THROUGH GATE MARKED GATE
 CX1757'(N W SIDE OF RANCH).  FOLLOW ROAD FOR 6.0 MILES TO ANOTHER
 CX1757'RANCH.  GO PAST HOUSE AND TURN LEFT (EAST) THROUGH GATE.
 CX1757'FOLLOW ROAD FOR 2.9 MILES.  GO THROUGH GATE ON LEFT AND MOVE
 CX1757'FOR 0.3 MILES ALONG WEST SIDE OF FENCE TO STATION AREA AS
 CX1757'DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0058 ***********************************************************************
 DR0058  DESIGNATION -  BLUE
 DR0058  PID         -  DR0058
 DR0058  STATE/COUNTY-  NM/CHAVES
 DR0058  USGS QUAD   -  ACME (1982)
 DR0058
 DR0058                         *CURRENT SURVEY CONTROL
 DR0058  ___________________________________________________________________
 DR0058* NAD 83(1992)-  33 35 49.12293(N)    104 20 29.19015(W)     ADJUSTED  
 DR0058* NAVD 88     -      1113.467  (meters)    3653.10   (feet)  ADJUSTED  
 DR0058  ___________________________________________________________________
 DR0058  LAPLACE CORR-           1.18  (seconds)                    DEFLEC99
 DR0058  GEOID HEIGHT-         -23.24  (meters)                     GEOID03
 DR0058  DYNAMIC HT  -        1111.978 (meters)    3648.21  (feet)  COMP
 DR0058  MODELED GRAV-     979,261.7   (mgal)                       NAVD 88
 DR0058
 DR0058  HORZ ORDER  -  THIRD
 DR0058  VERT ORDER  -  FIRST     CLASS II
 DR0058
 DR0058.The horizontal coordinates were established by classical geodetic methods
 DR0058.and adjusted by the National Geodetic Survey in December 1993..
 DR0058
 DR0058.The orthometric height was determined by differential leveling
 DR0058.and adjusted by the National Geodetic Survey in June 1991..
 DR0058
 DR0058.The Laplace correction was computed from DEFLEC99 derived deflections.
 DR0058
 DR0058.The geoid height was determined by GEOID03.
 DR0058
 DR0058.The dynamic height is computed by dividing the NAVD 88
 DR0058.geopotential number by the normal gravity value computed on the
 DR0058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0058.degrees latitude (g = 980.6199 gals.).
 DR0058
 DR0058.The modeled gravity was interpolated from observed gravity values.
 DR0058
 DR0058;                    North         East     Units Scale Factor Converg.
 DR0058;SPC NM E     -   287,958.336   164,247.459   MT  0.99990910   -0 00 16.2
 DR0058;SPC NM E     -   944,743.31    538,868.54   sFT  0.99990910   -0 00 16.2
 DR0058;UTM  13      - 3,717,665.544   561,102.662   MT  0.99964603   +0 21 51.9
 DR0058
 DR0058!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR0058!SPC NM E     -   0.99982887  x   0.99990910  =   0.99973799
 DR0058!UTM  13      -   0.99982887  x   0.99964603  =   0.99947496
 DR0058
 DR0058|---------------------------------------------------------------------|
 DR0058| PID    Reference Object                     Distance      Geod. Az  |
 DR0058|                                                           dddmmss.s |
 DR0058| DR0057 BLUE RM 1                            14.917 METERS 10808     |
 DR0058| DR0055 BLUE AZ MK                                         2114948.9 |
 DR0058| DR0059 BLUE RM 2                            17.033 METERS 35754     |
 DR0058|---------------------------------------------------------------------|
 DR0058
 DR0058                          SUPERSEDED SURVEY CONTROL
 DR0058
 DR0058  NAD 83(1986)-  33 35 49.12782(N)    104 20 29.18571(W) AD(       ) 3
 DR0058  NAD 27      -  33 35 48.79360(N)    104 20 27.29820(W) AD(       ) 3
 DR0058  NGVD 29 (??/??/92) 1112.930  (m)         3651.34   (f) ADJ UNCH    1 2
 DR0058
 DR0058.Superseded values are not recommended for survey control.
 DR0058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0058.See file dsdata.txt to determine how the superseded data were derived.
 DR0058
 DR0058_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SET6110317666(NAD 83)
 DR0058_MARKER: DS = TRIANGULATION STATION DISK
 DR0058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR0058_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DR0058_STAMPING: BLUE 1961
 DR0058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR0058+STABILITY: SURFACE MOTION
 DR0058
 DR0058  HISTORY     - Date     Condition        Report By
 DR0058  HISTORY     - 1961     MONUMENTED       CGS
 DR0058  HISTORY     - 1961     GOOD             CGS
 DR0058  HISTORY     - 1982     GOOD             NGS
 DR0058
 DR0058                          STATION DESCRIPTION
 DR0058
 DR0058'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (GWM)
 DR0058'LOCATED, AIRLINE, ABOUT 18 MILES SOUTHWEST OF ELKINS, 17-3/4
 DR0058'MILES NORTHEAST OF ROSWELL AND 1-3/4 MILES EAST OF THE PECOS
 DR0058'RIVER ON GOVERNMENT OWNED LAND NEAR A BRACED FENCE POST
 DR0058'AT ABOUT THE MID-POINT OF THE WEST PROPERTY FENCE.
 DR0058'
 DR0058'TO REACH FROM THE WEST SIDE OF THE CHAVES COUNTY COURTHOUSE
 DR0058'IN ROSWELL GO NORTH ON U.S. HIGHWAYS 285 AND 70 FOR 5.2
 DR0058'MILES TO A FORK WHERE HIGHWAY 70 BEARS NORTHEAST, TAKE THE
 DR0058'RIGHT FORK AND CONTINUE NORTHEAST ON U.S. HIGHWAY 70 10.7
 DR0058'MILES TO THE PECOS RIVER BRIDGE.  CONTINUE NORTHEAST 2.2
 DR0058'MILES TO THE AZIMUTH MARK ON THE LEFT.  GO 0.4 MILE NORTHEAST
 DR0058'TO A SIDE ROAD ON THE LEFT.  TURN LEFT AND GO NORTH 0.1
 DR0058'MILE TO A GUARDED CHECK POINT.  PASS THROUGH AND BEAR LEFT
 DR0058'TO THE WEST PROPERTY FENCE AND THE STATION.*
 DR0058'
 DR0058'THE STATION MARK, A STANDARD DISK STAMPED BLUE 1961 CEMENTED
 DR0058'IN THE TOP OF A 12-INCH-SQUARE CONCRETE MONUMENT PROJECTING
 DR0058'6 INCHES ABOVE GROUND, IS 11.5 FEET NORTH-NORTHEAST OF A BRACED,
 DR0058'PIPE, FENCE POST, 3.9 FEET EAST OF THE WEST BOUNDARY FENCE,
 DR0058'AND 2.4 FEET NORTHEAST OF A METAL WITNESS POST AND SIGN.
 DR0058'
 DR0058'REFERENCE MARK NUMBER ONE, A STANDARD DISK STAMPED BLUE NO
 DR0058'1 1961 CEMENTED IN THE TOP OF A 12-INCH-SQUARE CONCRETE
 DR0058'MONUMENT PROJECTING 4 INCHES ABOVE GROUND, IS 50.3 FEET
 DR0058'EAST OF THE BRACED FENCE POST AND ABOUT 1 FOOT HIGHER THAN
 DR0058'STATION ELEVATION.
 DR0058'
 DR0058'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED BLUE
 DR0058'NO 2 1961 CEMENTED IN THE TOP OF A 12-INCH-SQUARE CONCRETE
 DR0058'MONUMENT PROJECTING 2 INCHES ABOVE GROUND.  IT IS 1.6 FEET
 DR0058'EAST OF THE WEST PROPERTY FENCE AND ABOUT 1 FOOT HIGHER
 DR0058'THAN STATION ELEVATION.
 DR0058'
 DR0058'THE AZIMUTH MARK, A STANDARD DISK STAMPED BLUE 1961 CEMENTED
 DR0058'IN THE TOP OF A 12-INCH-SQUARE CONCRETE MONUMENT PROJECTING
 DR0058'ABOUT 10 INCHES ABOVE GROUND, IS 97.8 FEET NORTHWEST OF THE CENTER
 DR0058'LINE OF U.S. HIGHWAY 70, 1.0 FOOT SOUTHEAST OF THE NORTHWEST
 DR0058'RIGHT-OF-WAY FENCE, AND 1.5 FEET NORTHWEST OF A METAL WITNESS
 DR0058'POST AND SIGN.
 DR0058'
 DR0058'*ROADS IN THE AREA WERE NOT YET COMPLETED AT THE TIME THE
 DR0058'STATION WAS OCCUPIED.
 DR0058
 DR0058                          STATION RECOVERY (1961)
 DR0058
 DR0058'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 DR0058'0.85 MI SW FROM ACME.
 DR0058'0.6 MILE SOUTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 DR0058'FROM THE STATION AT ACME, THENCE 0.25 MILE NORTH ALONG A PAVED ROAD TO
 DR0058'THE WEST SIDE OF MISSILE SITE, 55.9 FEET SOUTH OF R.M. 2, 48.9 FEET
 DR0058'WEST OF R.M. 1, 2.4 FEET NORTHEAST OF A METAL WITNESS POST WITH SIGN,
 DR0058'SET IN TOP OF A SQUARE CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 DR0058
 DR0058                          STATION RECOVERY (1982)
 DR0058
 DR0058'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (RHK)
 DR0058'THE STATION, REFERENCE MARK NO 1, NO 2 AND THE AZIMUTH MARK WERE
 DR0058'RECOVERED AS DESCRIBED IN 1961.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1699 ***********************************************************************
 FO1699  DESIGNATION -  BLUE
 FO1699  PID         -  FO1699
 FO1699  STATE/COUNTY-  NM/CIBOLA
 FO1699  USGS QUAD   -  BLUEWATER (1980)
 FO1699
 FO1699                         *CURRENT SURVEY CONTROL
 FO1699  ___________________________________________________________________
 FO1699* NAD 83(1992)-  35 16 34.31876(N)    107 59 07.44573(W)     ADJUSTED  
 FO1699* NAVD 88     -      2022.9    (meters)    6637.     (feet)  VERTCON   
 FO1699  ___________________________________________________________________
 FO1699  LAPLACE CORR-          -2.42  (seconds)                    DEFLEC99
 FO1699  GEOID HEIGHT-         -20.23  (meters)                     GEOID03
 FO1699
 FO1699  HORZ ORDER  -  THIRD
 FO1699
 FO1699.The horizontal coordinates were established by classical geodetic methods
 FO1699.and adjusted by the National Geodetic Survey in December 1993..
 FO1699
 FO1699.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1699.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1699
 FO1699.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1699
 FO1699.The geoid height was determined by GEOID03.
 FO1699
 FO1699;                    North         East     Units Scale Factor Converg.
 FO1699;SPC NM W     -   474,232.107   816,165.923   MT  0.99991902   -0 05 16.2
 FO1699;SPC NM W     - 1,555,876.50  2,677,704.37   sFT  0.99991902   -0 05 16.2
 FO1699;UTM  13      - 3,907,761.059   228,454.492   MT  1.00050883   -1 43 30.6
 FO1699;UTM  12      - 3,907,841.463   774,202.003   MT  1.00052670   +1 44 31.5
 FO1699
 FO1699!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1699!SPC NM W     -   0.99968575  x   0.99991902  =   0.99960480
 FO1699!UTM  13      -   0.99968575  x   1.00050883  =   1.00019442
 FO1699!UTM  12      -   0.99968575  x   1.00052670  =   1.00021229
 FO1699
 FO1699                          SUPERSEDED SURVEY CONTROL
 FO1699
 FO1699  NAD 83(1992)-  35 16 34.31829(N)    107 59 07.44780(W) AD(       ) 3
 FO1699  NGVD 29 (03/18/92) 2021.9    (m)         6634.     (f) VERT ANG       
 FO1699
 FO1699.Superseded values are not recommended for survey control.
 FO1699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1699.See file dsdata.txt to determine how the superseded data were derived.
 FO1699
 FO1699_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBV2845407761(NAD 83)
 FO1699_MARKER: DS = TRIANGULATION STATION DISK
 FO1699_SETTING: 0 = UNSPECIFIED SETTING
 FO1699_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FO1699
 FO1699  HISTORY     - Date     Condition        Report By
 FO1699  HISTORY     - 1949     MONUMENTED       USGS
 FO1699
 FO1699                          STATION DESCRIPTION
 FO1699
 FO1699'DESCRIBED BY US GEOLOGICAL SURVEY 1949
 FO1699'STATION LOCATED APPROXIMATELY 1.0 MI. (AIRLINE) NW. OF BLUEWATER AND
 FO1699'APPROXIMATELY 11.5 MI. (AIRLINE) NW. OF GRANTS IN LOW FARMING AREA.
 FO1699'LOCATED IN SEC. 15, T 12 N, R 11 W.
 FO1699'
 FO1699'TO REACH STATION FROM BLUEWATER POST OFFICE, GO SE. ON U.S. HIGHWAY 66
 FO1699'0.1 MI., TO BLUEWATER LAKE ROAD TO W., TURN RIGHT (W.) AND GO 0.3 MI.
 FO1699'ON BLUEWATER LAKE ROAD, TO A POINT WHERE THE DRAINAGE CANAL CROSSES
 FO1699'THE ROAD AND STATION.  THE STATION IS LOCATED ON THE S. SIDE OF ROAD
 FO1699'AND 32.00 FT. SW. OF CENTER OF ROAD AND CANAL CROSSING 3 FT. N. OF
 FO1699'FENCE LINE.
 FO1699'
 FO1699'STATION MARK--STANDARD TABLET SET IN TOP OF IRREGULAR CONCRETE POST
 FO1699'FLUSH WITH GROUND, STAMPED---BLUE 1949---.
 FO1699'
 FO1699'REFERENCE MARK NO. 1--STANDARD USGS COPPER NAIL AND WASHER IN
 FO1699'TELEPHONE POLE ON N. SIDE OF ROAD, 45.20 FT. FROM STATION.
 FO1699'
 FO1699'REFERENCE MARK NO. 2--STANDARD USGS COPPER NAIL AND WASHER IN CORNER
 FO1699'FENCE POST ON N. SIDE OF ROAD, 53.00 FT. FROM STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0055 ***********************************************************************
 DR0055  DESIGNATION -  BLUE AZ MK
 DR0055  PID         -  DR0055
 DR0055  STATE/COUNTY-  NM/CHAVES
 DR0055  USGS QUAD   -  ACME (1982)
 DR0055
 DR0055                         *CURRENT SURVEY CONTROL
 DR0055  ___________________________________________________________________
 DR0055* NAD 83(1986)-  33 35 29.     (N)    104 20 42.     (W)     SCALED    
 DR0055* NAVD 88     -      1106.917  (meters)    3631.61   (feet)  ADJUSTED  
 DR0055  ___________________________________________________________________
 DR0055  GEOID HEIGHT-         -23.24  (meters)                     GEOID03
 DR0055  DYNAMIC HT  -        1105.438 (meters)    3626.76  (feet)  COMP
 DR0055  MODELED GRAV-     979,262.1   (mgal)                       NAVD 88
 DR0055
 DR0055  VERT ORDER  -  FIRST     CLASS II
 DR0055
 DR0055.The horizontal coordinates were scaled from a topographic map and have
 DR0055.an estimated accuracy of +/- 6 seconds.
 DR0055
 DR0055.The orthometric height was determined by differential leveling
 DR0055.and adjusted by the National Geodetic Survey in June 1991..
 DR0055
 DR0055.The geoid height was determined by GEOID03.
 DR0055
 DR0055.The dynamic height is computed by dividing the NAVD 88
 DR0055.geopotential number by the normal gravity value computed on the
 DR0055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0055.degrees latitude (g = 980.6199 gals.).
 DR0055
 DR0055.The modeled gravity was interpolated from observed gravity values.
 DR0055
 DR0055;                    North         East    Units  Estimated Accuracy
 DR0055;SPC NM E     -   287,340.      163,920.      MT  (+/- 180 meters Scaled)
 DR0055
 DR0055                          SUPERSEDED SURVEY CONTROL
 DR0055
 DR0055  NGVD 29 (??/??/92) 1106.381  (m)         3629.85   (f) ADJ UNCH    1 2
 DR0055
 DR0055.Superseded values are not recommended for survey control.
 DR0055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0055.See file dsdata.txt to determine how the superseded data were derived.
 DR0055
 DR0055_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SET607170(NAD 83)
 DR0055_MARKER: DZ = AZIMUTH MARK DISK
 DR0055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR0055_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DR0055_STAMPING: BLUE 1961
 DR0055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR0055+STABILITY: SURFACE MOTION
 DR0055
 DR0055  HISTORY     - Date     Condition        Report By
 DR0055  HISTORY     - 1961     MONUMENTED       CGS
 DR0055
 DR0055                          STATION DESCRIPTION
 DR0055
 DR0055'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 DR0055'0.8 MI SW FROM ACME.
 DR0055'0.7 MILE SOUTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 DR0055'FROM THE STATION AT ACME, THENCE 0.1 MILE NORTH ACROSS U.S. HIGHWAY
 DR0055'470, 97.8 FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 1.5 FEET
 DR0055'NORTHWEST OF METAL WITNESS POST WITH SIGN, 1.0 FEET SOUTHEAST OF
 DR0055'NORTHWEST RIGHT OF WAY FENCE, SET IN TOP OF A SQUARE CONCRETE POST
 DR0055'PROJECTING 10 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0845 ***********************************************************************
 CW0845  DESIGNATION -  BLUE ET
 CW0845  PID         -  CW0845
 CW0845  STATE/COUNTY-  NM/CHAVES
 CW0845  USGS QUAD   -  MEADOW HILL (1989)
 CW0845
 CW0845                         *CURRENT SURVEY CONTROL
 CW0845  ___________________________________________________________________
 CW0845* NAD 83(1992)-  32 45 17.85702(N)    105 05 03.33470(W)     ADJUSTED  
 CW0845* NAVD 88     -      1714.     (meters)    5623.     (feet)  VERTCON   
 CW0845  ___________________________________________________________________
 CW0845  LAPLACE CORR-          -4.72  (seconds)                    DEFLEC99
 CW0845  GEOID HEIGHT-         -21.51  (meters)                     GEOID03
 CW0845
 CW0845  HORZ ORDER  -  THIRD
 CW0845
 CW0845.The horizontal coordinates were established by classical geodetic methods
 CW0845.and adjusted by the National Geodetic Survey in December 1993..
 CW0845
 CW0845.The NAVD 88 height was computed by applying the VERTCON shift value to
 CW0845.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CW0845
 CW0845.The Laplace correction was computed from DEFLEC99 derived deflections.
 CW0845
 CW0845.The geoid height was determined by GEOID03.
 CW0845
 CW0845;                    North         East     Units Scale Factor Converg.
 CW0845;SPC NM E     -   194,830.052    94,635.736   MT  0.99997012   -0 24 22.7
 CW0845;SPC NM E     -   639,204.93    310,484.08   sFT  0.99997012   -0 24 22.7
 CW0845;SPC NM C     -   195,180.082   609,234.554   MT  1.00004709   +0 37 50.8
 CW0845;SPC NM C     -   640,353.32  1,998,797.03   sFT  1.00004709   +0 37 50.8
 CW0845;UTM  13      - 3,624,125.491   492,107.129   MT  0.99960077   -0 02 44.1
 CW0845
 CW0845!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CW0845!SPC NM E     -   0.99973440  x   0.99997012  =   0.99970452
 CW0845!SPC NM C     -   0.99973440  x   1.00004709  =   0.99978147
 CW0845!UTM  13      -   0.99973440  x   0.99960077  =   0.99933527
 CW0845
 CW0845:                Primary Azimuth Mark                     Grid Az
 CW0845:SPC NM E     -  4 WR                                     256 15 36.9
 CW0845:SPC NM C     -  4 WR                                     255 13 23.4
 CW0845:UTM  13      -  4 WR                                     255 53 58.3
 CW0845
 CW0845|---------------------------------------------------------------------|
 CW0845| PID    Reference Object                     Distance      Geod. Az  |
 CW0845|                                                           dddmmss.s |
 CW0845| CW0854 4 WR                                APPROX. 5.2 KM 2555114.2 |
 CW0845|---------------------------------------------------------------------|
 CW0845
 CW0845                          SUPERSEDED SURVEY CONTROL
 CW0845
 CW0845  NAD 83(1986)-  32 45 17.86438(N)    105 05 03.33236(W) AD(       ) 3
 CW0845  NAD 27      -  32 45 17.49291(N)    105 05 01.41730(W) AD(       ) 3
 CW0845  NGVD 29 (07/19/86) 1713.     (m)         5620.     (f) VERT ANG       
 CW0845
 CW0845.Superseded values are not recommended for survey control.
 CW0845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0845.See file dsdata.txt to determine how the superseded data were derived.
 CW0845
 CW0845_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDS9210724125(NAD 83)
 CW0845_MARKER: DD = SURVEY DISK
 CW0845_SETTING: 80 = SET IN A BOULDER
 CW0845_SP_SET: PARTIALLY EXPOSED BOULDER
 CW0845_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CW0845+STABILITY: SURFACE MOTION
 CW0845
 CW0845  HISTORY     - Date     Condition        Report By
 CW0845  HISTORY     - 1960     MONUMENTED       USGS
 CW0845
 CW0845                          STATION DESCRIPTION
 CW0845
 CW0845'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 CW0845'STATION IS LOCATED ABOUT 6 MI. (AIRLINE) S. AND 40 MI. W. OF ARTESIA,
 CW0845'NEW MEXICO, ABOUT 4 MI. S. AND 7 MI. E. OF DUNKEN, NEW MEXICO, ON THE
 CW0845'HIGHEST POINT OF A SHARP, PROMINENT HILL ABOUT 1.5 MI. W. OF A
 CW0845'WINDMILL AND TANK.
 CW0845'
 CW0845'TO REACH THE STATION FROM THE INTERSECTION OF NEW MEXICO HIGHWAYS 83
 CW0845'AND 24, PROCEED S. ON 24 FOR 6 MI. TO DUNKEN, NEW MEXICO.  CONTINUE
 CW0845'S. FOR 3.9 MI. AND TURN LEFT (STRAIGHT) OFF HIGHWAY ON MAIN TRAVELED
 CW0845'RD. FOR 1.0 MI. TO RD. FORK.  TAKE THE BULLDOZED RD. TO LEFT FOR 1.1
 CW0845'MI. TO A LOCKED GATE, PASS THROUGH AND CONTINUE ON THE MAIN RD. FOR
 CW0845'3.9 MI.  TURN LEFT FOR 0.2 MI. N. THROUGH A GATE, THENCE 0.1 MI. E.
 CW0845'PAST WINDMILL AND THROUGH GATE AT FENCE CORNER.  FROM THIS POINT,
 CW0845'PROCEED ACROSS COUNTRY ALONG THE N. SIDE OF THE FENCE, THEN UP THE
 CW0845'RIDGE FOR 1.9 MI. TO THE HIGHEST POINT OF THE HILL AND THE STATION.
 CW0845'
 CW0845'STATION MARK--STANDARD TABLET CEMENTED IN A BURIED BOULDER FLUSH
 CW0845'WITH THE GROUND.  STAMPED ---BLUE ET 1960---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS1369 ***********************************************************************
 DS1369  DESIGNATION -  BLUE MTN
 DS1369  PID         -  DS1369
 DS1369  STATE/COUNTY-  NM/SOCORRO
 DS1369  USGS QUAD   -  BLUE MOUNTAIN (1981)
 DS1369
 DS1369                         *CURRENT SURVEY CONTROL
 DS1369  ___________________________________________________________________
 DS1369* NAD 83(1992)-  33 39 34.55724(N)    107 26 14.50779(W)     ADJUSTED  
 DS1369* NAVD 88     -      3145.1    (meters)   10319.     (feet)  VERTCON   
 DS1369  ___________________________________________________________________
 DS1369  LAPLACE CORR-          -1.87  (seconds)                    DEFLEC99
 DS1369  GEOID HEIGHT-         -22.06  (meters)                     GEOID03
 DS1369
 DS1369  HORZ ORDER  -  FIRST
 DS1369
 DS1369.The horizontal coordinates were established by classical geodetic methods
 DS1369.and adjusted by the National Geodetic Survey in December 1993..
 DS1369
 DS1369.The NAVD 88 height was computed by applying the VERTCON shift value to
 DS1369.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DS1369
 DS1369.The Laplace correction was computed from DEFLEC99 derived deflections.
 DS1369
 DS1369.The geoid height was determined by GEOID03.
 DS1369
 DS1369;                    North         East     Units Scale Factor Converg.
 DS1369;SPC NM C     -   295,533.096   389,878.033   MT  1.00004946   -0 39 29.4
 DS1369;SPC NM C     -   969,594.83  1,279,124.85   sFT  1.00004946   -0 39 29.4
 DS1369;UTM  13      - 3,727,079.422   273,994.444   MT  1.00022975   -1 21 05.4
 DS1369
 DS1369!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS1369!SPC NM C     -   0.99950995  x   1.00004946  =   0.99955939
 DS1369!UTM  13      -   0.99950995  x   1.00022975  =   0.99973959
 DS1369
 DS1369|---------------------------------------------------------------------|
 DS1369| PID    Reference Object                     Distance      Geod. Az  |
 DS1369|                                                           dddmmss.s |
 DS1369| CD1648 BLUE MTN RM 1                        12.682 METERS 05649     |
 DS1369| DS1368 SAN MATEO LOOKOUT TOWER             APPROX. 5.4 KM 1745416.6 |
 DS1369| CD1649 BLUE MTN RM 2                        14.100 METERS 28007     |
 DS1369|---------------------------------------------------------------------|
 DS1369
 DS1369                          SUPERSEDED SURVEY CONTROL
 DS1369
 DS1369  NAD 83(1986)-  33 39 34.56352(N)    107 26 14.51023(W) AD(       ) 1
 DS1369  NAD 27      -  33 39 34.33080(N)    107 26 12.37522(W) AD(       ) 1
 DS1369  NGVD 29 (07/19/86) 3144.0    (m)        10315.     (f) VERT ANG       
 DS1369
 DS1369.Superseded values are not recommended for survey control.
 DS1369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS1369.See file dsdata.txt to determine how the superseded data were derived.
 DS1369
 DS1369_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBT7399427079(NAD 83)
 DS1369_MARKER: DD = SURVEY DISK
 DS1369_SETTING: 0 = UNSPECIFIED SETTING
 DS1369
 DS1369  HISTORY     - Date     Condition        Report By
 DS1369  HISTORY     - 1966     MONUMENTED       CGS
 DS1369
 DS1369                          STATION DESCRIPTION
 DS1369
 DS1369'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (ANP)
 DS1369'THE STATION IS ABOUT 38 MILES NORTH-NORTHWEST OF TRUTH OR
 DS1369'CONSEQUENCES, 25 MILES NORTHEAST OF WINSTON AND 18-1/4 MILES
 DS1369'NORTH OF MONTICELLO, ON TOP OF BLUE MOUNTAIN NEAR THE BLUE
 DS1369'MOUNTAIN LOOKOUT CABIN.  THERE IS HIGHER GROUND TO THE NORTHWEST
 DS1369'OF THE STATION.
 DS1369'
 DS1369'TO REACH THE STATION FROM THE SULLIVAN STORE AND SHELL SERVICE
 DS1369'STATION IN MONTICELLO, GO WEST ON GRAVELED ROAD FOR 0.1 MILE
 DS1369'TO A CATTLE GUARD ON THE RIGHT AND A SIGN U.S. HIGHWAY 85.
 DS1369'TURN RIGHT AND GO NORTH ON GRAVELED ROAD FOR 2.95 MILES TO
 DS1369'A CATTLE GUARD AT THE CREST OF THE HILL.  CONTINUE STRAIGHT
 DS1369'AHEAD ON MAIN TRAVELED ROAD FOR 0.65 MILE TO A SIDE ROAD
 DS1369'LEFT.  TURN LEFT AND GO WESTERLY ON GRAVELED ROAD FOR 0.1
 DS1369'MILE TO A CATTLE GUARD.  CONTINUE STRAIGHT AHEAD ON MAIN
 DS1369'TRAVELED ROAD FOR 7.0 MILES TO GARCIA FALLS CANYON.  CONTINUE
 DS1369'AHEAD ON MAIN TRAVELED ROAD FOR 3.5 MILES TO SHIPMAN CANYON.
 DS1369'CONTINUE WESTERLY ON MAIN TRAVELED ROAD FOR 4.3 MILES TO A
 DS1369'SIGN ON THE RIGHT VICKS PEAK 4 - SAN MATEO L.O. TRAIL 7.
 DS1369'CONTINUE WESTERLY ON GRAVELED ROAD FOR 2 MILES TO SAN
 DS1369'MATEO CANYON.  CONTINUE AHEAD FOR 2 MILES TO A FORK AND
 DS1369'SIGN MONTICELLO 13.  TAKE THE RIGHT FORK AND GO NORTHERLY FOR 1
 DS1369'MILE TO A WIRE GATE.  PASS THROUGH GATE AND CONTINUE
 DS1369'NORTHERLY ON TRACK ROAD FOR 1 MILE TO THE END OF TRUCK
 DS1369'TRAVEL.  FROM HERE HORSES WERE USED.  PACK NORTHERLY UP
 DS1369'KELLY CANYON FOR ABOUT 4 HOURS, PICKING WAY OVER ROUGH
 DS1369'TERRAIN TO THE BLUE MOUNTAIN LOOKOUT CABIN AND THE
 DS1369'STATION.  HORSES WERE OBTAINED FROM THE SULLIVAN RANCH IN
 DS1369'MONTICELLO.  NOTE--THERE IS A BETTER AND SHORTER TRAIL
 DS1369'FROM THE NORTHWEST SIDE.  THE REASON THE SHORTER ROUTE WAS
 DS1369'NOT USED WAS TO EXPEDITE THE TRANSPORTATION OF HORSES.
 DS1369'
 DS1369'STATION MARK IS A STANDARD DISK, STAMPED BLUE MTN 1966, BRAZED
 DS1369'TO THE TOP OF A 1-1/2 INCH IRON PIPE, THAT PROJECTS 4 INCHES
 DS1369'ABOVE THE GROUND.  IT IS 36 FEET NORTH OF THE NORTHEAST CORNER
 DS1369'OF THE LOOKOUT CABIN AND 11 FEET SOUTHWEST OF A TREE WITH A
 DS1369'TRIANGLE BLAZE ON THE WEST SIDE.
 DS1369'
 DS1369'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BLUE MTN NO 1
 DS1369'1966, BRAZED TO THE TOP OF A 1-1/2 INCH IRON PIPE, THAT
 DS1369'PROJECTS 6 INCHES ABOVE THE GROUND.  IT IS 70 FEET NORTH-NORTHEAST
 DS1369'OF THE NORTHEAST CORNER OF THE LOOKOUT CABIN, 31 FEET NORTHEAST
 DS1369'OF THE TRIANGLE BLAZED TREE AND ABOUT 1 FOOT LOWER THAN THE STATION.
 DS1369'
 DS1369'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BLUE MTN NO
 DS1369'2 1966, BRAZED TO THE TOP OF A 1-1/2 INCH IRON PIPE, THAT
 DS1369'PROJECTS 5 INCHES ABOVE THE GROUND.  IT IS 53 FEET WEST-SOUTHWEST
 DS1369'OF THE TRIANGLE BLAZED TREE, 49 FEET NORTHWEST OF THE NORTHWEST
 DS1369'CORNER OF THE LOOKOUT CABIN AND ABOUT 2 FEET LOWER THAN THE STATION.
 DS1369'
 DS1369'THERE IS NO SUITABLE LOCATION FOR AN AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0057 ***********************************************************************
 DR0057  DESIGNATION -  BLUE RM 1
 DR0057  PID         -  DR0057
 DR0057  STATE/COUNTY-  NM/CHAVES
 DR0057  USGS QUAD   -  ACME (1982)
 DR0057
 DR0057                         *CURRENT SURVEY CONTROL
 DR0057  ___________________________________________________________________
 DR0057* NAD 83(1986)-  33 35 48.     (N)    104 20 29.     (W)     SCALED    
 DR0057* NAVD 88     -      1113.987  (meters)    3654.81   (feet)  ADJUSTED  
 DR0057  ___________________________________________________________________
 DR0057  GEOID HEIGHT-         -23.24  (meters)                     GEOID03
 DR0057  DYNAMIC HT  -        1112.498 (meters)    3649.92  (feet)  COMP
 DR0057  MODELED GRAV-     979,261.7   (mgal)                       NAVD 88
 DR0057
 DR0057  VERT ORDER  -  FIRST     CLASS II
 DR0057
 DR0057.The horizontal coordinates were scaled from a topographic map and have
 DR0057.an estimated accuracy of +/- 6 seconds.
 DR0057
 DR0057.The orthometric height was determined by differential leveling
 DR0057.and adjusted by the National Geodetic Survey in June 1991..
 DR0057
 DR0057.The geoid height was determined by GEOID03.
 DR0057
 DR0057.The dynamic height is computed by dividing the NAVD 88
 DR0057.geopotential number by the normal gravity value computed on the
 DR0057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0057.degrees latitude (g = 980.6199 gals.).
 DR0057
 DR0057.The modeled gravity was interpolated from observed gravity values.
 DR0057
 DR0057;                    North         East    Units  Estimated Accuracy
 DR0057;SPC NM E     -   287,920.      164,250.      MT  (+/- 180 meters Scaled)
 DR0057
 DR0057                          SUPERSEDED SURVEY CONTROL
 DR0057
 DR0057  NGVD 29 (??/??/92) 1113.450  (m)         3653.04   (f) ADJ UNCH    1 2
 DR0057
 DR0057.Superseded values are not recommended for survey control.
 DR0057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0057.See file dsdata.txt to determine how the superseded data were derived.
 DR0057
 DR0057_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SET611176(NAD 83)
 DR0057_MARKER: DR = REFERENCE MARK DISK
 DR0057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR0057_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DR0057_STAMPING: BLUE NO 1 1961
 DR0057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR0057+STABILITY: SURFACE MOTION
 DR0057
 DR0057  HISTORY     - Date     Condition        Report By
 DR0057  HISTORY     - 1961     MONUMENTED       CGS
 DR0057
 DR0057                          STATION DESCRIPTION
 DR0057
 DR0057'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 DR0057'0.85 MI SW FROM ACME.
 DR0057'0.6 MILE SOUTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 DR0057'FROM THE STATION AT ACME, THENCE 0.25 MILE NORTH ALONG A PAVED ROAD,
 DR0057'48.9 FEET EAST OF A TRIANGULATION STATION, SET IN TOP OF A SQUARE
 DR0057'CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0059 ***********************************************************************
 DR0059  DESIGNATION -  BLUE RM 2
 DR0059  PID         -  DR0059
 DR0059  STATE/COUNTY-  NM/CHAVES
 DR0059  USGS QUAD   -  ACME (1982)
 DR0059
 DR0059                         *CURRENT SURVEY CONTROL
 DR0059  ___________________________________________________________________
 DR0059* NAD 83(1986)-  33 35 48.     (N)    104 20 29.     (W)     SCALED    
 DR0059* NAVD 88     -      1113.803  (meters)    3654.20   (feet)  ADJUSTED  
 DR0059  ___________________________________________________________________
 DR0059  GEOID HEIGHT-         -23.24  (meters)                     GEOID03
 DR0059  DYNAMIC HT  -        1112.314 (meters)    3649.32  (feet)  COMP
 DR0059  MODELED GRAV-     979,261.7   (mgal)                       NAVD 88
 DR0059
 DR0059  VERT ORDER  -  FIRST     CLASS II
 DR0059
 DR0059.The horizontal coordinates were scaled from a topographic map and have
 DR0059.an estimated accuracy of +/- 6 seconds.
 DR0059
 DR0059.The orthometric height was determined by differential leveling
 DR0059.and adjusted by the National Geodetic Survey in June 1991..
 DR0059
 DR0059.The geoid height was determined by GEOID03.
 DR0059
 DR0059.The dynamic height is computed by dividing the NAVD 88
 DR0059.geopotential number by the normal gravity value computed on the
 DR0059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0059.degrees latitude (g = 980.6199 gals.).
 DR0059
 DR0059.The modeled gravity was interpolated from observed gravity values.
 DR0059
 DR0059;                    North         East    Units  Estimated Accuracy
 DR0059;SPC NM E     -   287,920.      164,250.      MT  (+/- 180 meters Scaled)
 DR0059
 DR0059                          SUPERSEDED SURVEY CONTROL
 DR0059
 DR0059  NGVD 29 (??/??/92) 1113.266  (m)         3652.44   (f) ADJ UNCH    1 2
 DR0059
 DR0059.Superseded values are not recommended for survey control.
 DR0059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0059.See file dsdata.txt to determine how the superseded data were derived.
 DR0059
 DR0059_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SET611176(NAD 83)
 DR0059_MARKER: DR = REFERENCE MARK DISK
 DR0059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR0059_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DR0059_STAMPING: BLUE NO 2 1961
 DR0059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR0059+STABILITY: SURFACE MOTION
 DR0059
 DR0059  HISTORY     - Date     Condition        Report By
 DR0059  HISTORY     - 1961     MONUMENTED       CGS
 DR0059
 DR0059                          STATION DESCRIPTION
 DR0059
 DR0059'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 DR0059'0.85 MI SW FROM ACME.
 DR0059'0.6 MILE SOUTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 DR0059'FROM THE STATION AT ACME, THENCE 0.25 MILE NORTH ALONG A PAVED ROAD,
 DR0059'55.9 FEET NORTH OF A TRIANGULATION STATION, SET IN TOP OF A SQUARE
 DR0059'CONCRETE POST PROJECTING 2 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0862 ***********************************************************************
 CW0862  DESIGNATION -  BLUEWATER
 CW0862  PID         -  CW0862
 CW0862  STATE/COUNTY-  NM/OTERO
 CW0862  USGS QUAD   -  AVIS (1965)
 CW0862
 CW0862                         *CURRENT SURVEY CONTROL
 CW0862  ___________________________________________________________________
 CW0862* NAD 83(1992)-  32 44 28.43765(N)    105 27 55.93955(W)     ADJUSTED  
 CW0862* NAVD 88     -      2212.     (meters)    7257.     (feet)  SCALED    
 CW0862  ___________________________________________________________________
 CW0862  LAPLACE CORR-          -3.81  (seconds)                    DEFLEC99
 CW0862  GEOID HEIGHT-         -20.36  (meters)                     GEOID03
 CW0862
 CW0862  HORZ ORDER  -  SECOND
 CW0862
 CW0862.The horizontal coordinates were established by classical geodetic methods
 CW0862.and adjusted by the National Geodetic Survey in December 1993..
 CW0862
 CW0862.The orthometric height was scaled from a topographic map.
 CW0862
 CW0862.The Laplace correction was computed from DEFLEC99 derived deflections.
 CW0862
 CW0862.The geoid height was determined by GEOID03.
 CW0862
 CW0862;                    North         East     Units Scale Factor Converg.
 CW0862;SPC NM C     -   193,328.764   573,517.285   MT  0.99996662   +0 25 27.4
 CW0862;SPC NM C     -   634,279.45  1,881,614.63   sFT  0.99996662   +0 25 27.4
 CW0862;SPC NM E     -   193,625.379    58,890.737   MT  1.00004788   -0 36 44.7
 CW0862;SPC NM E     -   635,252.60    193,210.69   sFT  1.00004788   -0 36 44.7
 CW0862;UTM  13      - 3,622,696.403   456,384.604   MT  0.99962346   -0 15 06.4
 CW0862
 CW0862!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CW0862!SPC NM C     -   0.99965606  x   0.99996662  =   0.99962269
 CW0862!SPC NM E     -   0.99965606  x   1.00004788  =   0.99970392
 CW0862!UTM  13      -   0.99965606  x   0.99962346  =   0.99927965
 CW0862
 CW0862:                Primary Azimuth Mark                     Grid Az
 CW0862:SPC NM C     -  AGUA                                     308 45 21.1
 CW0862:SPC NM E     -  AGUA                                     309 47 33.2
 CW0862:UTM  13      -  AGUA                                     309 25 54.9
 CW0862
 CW0862|---------------------------------------------------------------------|
 CW0862| PID    Reference Object                     Distance      Geod. Az  |
 CW0862|                                                           dddmmss.s |
 CW0862| CW0916 AGUA                                APPROX.11.4 KM 3091048.5 |
 CW0862|---------------------------------------------------------------------|
 CW0862
 CW0862                          SUPERSEDED SURVEY CONTROL
 CW0862
 CW0862  NAD 83(1986)-  32 44 28.44523(N)    105 27 55.94094(W) AD(       ) 2
 CW0862  NAD 27      -  32 44 28.07820(N)    105 27 54.01330(W) AD(       ) 2
 CW0862
 CW0862.Superseded values are not recommended for survey control.
 CW0862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0862.See file dsdata.txt to determine how the superseded data were derived.
 CW0862
 CW0862_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDS5638522696(NAD 83)
 CW0862_MARKER: DD = SURVEY DISK
 CW0862_SETTING: 66 = SET IN ROCK OUTCROP
 CW0862_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 CW0862_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CW0862+STABILITY: POSITION/ELEVATION WELL
 CW0862
 CW0862  HISTORY     - Date     Condition        Report By
 CW0862  HISTORY     - 1934     MONUMENTED       CGS
 CW0862  HISTORY     - 1943     GOOD             CGS
 CW0862
 CW0862                          STATION DESCRIPTION
 CW0862
 CW0862'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 CW0862'ABOUT 10 MILES NW OF PINON, BENEATH THE CENTER OF BLUEWATER
 CW0862'LOOKOUT TOWER.
 CW0862'
 CW0862'THE STATION IS MARKED WITH A U.S.C. AND G.S. AND STATE SURVEY
 CW0862'DISK SET IN THE TOP OF A CONCRETE POST 6 INCHES SQUARE.
 CW0862'STATION BLUEWATER ECCENTRIC (N. MEX. GEODETIC SURVEY) IS
 CW0862'98.21 FEET N OF THE STATION.
 CW0862
 CW0862                          STATION RECOVERY (1943)
 CW0862
 CW0862'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (EHB)
 CW0862'STATION MARK AND BLUEWATER ECCENTRIC RECOVERED AS DESCRIBED,
 CW0862'IN GOOD CONDITION.  ONE REFERENCE MARK WAS SET FOR THIS
 CW0862'STATION.  THE LOOKOUT TOWER HAS BEEN MOVED TO ANOTHER LOCATION.
 CW0862'
 CW0862'THE STATION IS LOCATED ON THE TOP OF A ROUND-TOP HILL ABOUT
 CW0862'10 MILES AIRLINE NNW OF PINON AND ABOUT 5 MILES SE OF WEED.
 CW0862'
 CW0862'TO REACH STATION FROM THE POST OFFICE IN WEED, GO N 0.2
 CW0862'MILE TO T-INTERSECTION, JUST N OF A WOODEN BRIDGE.  TURN
 CW0862'RIGHT 0.1 MILE TO FORKS.  TAKE RIGHT FORK AS PER SIGN PINON
 CW0862'21 MILES FOR 3.05 MILES TO A T-ROAD RIGHT.  TURN RIGHT AND
 CW0862'FOLLOW GRADED ROAD AS PER SIGN PINON 18 MILES 5.5 MILES TO
 CW0862'ROAD LEFT AND SIGN ON RIGHT BLUEWATER LOOKOUT.  TURN LEFT ON
 CW0862'FOREST SERVICE ROAD 0.7 MILE TO WIRE GATE S OF LOOKOUT TOWER.
 CW0862'DO NOT GO THROUGH GATE, BUT FOLLOW TRACK ROAD ALONG S SIDE
 CW0862'OF FENCE 0.3 MILE TO THE HIGHEST POINT OF THE NEXT HILL
 CW0862'AND THE STATION, 54 FEET S OF A TREE WITH A TRIANGULAR
 CW0862'BLAZE.
 CW0862'
 CW0862'THE STATION MARK IS A U.S.C. AND G.S. AND STATE SURVEY DISK
 CW0862'SET IN THE TOP OF A CONCRETE POST, FLUSH WITH THE GROUND.  IT
 CW0862'IS STAMPED BLUEWATER 1935.
 CW0862'
 CW0862'BLUEWATER ECCENTRIC IS A U.S.C. AND G.S. AND STATE SURVEY
 CW0862'DISK SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT
 CW0862'4 INCHES ABOVE GROUND.  IT IS NOT STAMPED.
 CW0862'
 CW0862'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK WEDGED IN A DRILL
 CW0862'HOLE IN OUTCROPPING BEDROCK FLUSH WITH THE GROUND.  IT IS
 CW0862'STAMPED BLUEWATER NO 2 1943.
 CW0862'
 CW0862'A 37-FOOT STEEL TOWER WAS USED FOR OBSERVATIONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0863 ***********************************************************************
 CW0863  DESIGNATION -  BLUEWATER ECC
 CW0863  PID         -  CW0863
 CW0863  STATE/COUNTY-  NM/OTERO
 CW0863  USGS QUAD   -  AVIS (1965)
 CW0863
 CW0863                         *CURRENT SURVEY CONTROL
 CW0863  ___________________________________________________________________
 CW0863* NAD 83(1992)-  32 44 29.40657(N)    105 27 55.86025(W)     ADJUSTED  
 CW0863* NAVD 88     -      2213.     (meters)    7260.     (feet)  SCALED    
 CW0863  ___________________________________________________________________
 CW0863  LAPLACE CORR-          -3.81  (seconds)                    DEFLEC99
 CW0863  GEOID HEIGHT-         -20.36  (meters)                     GEOID03
 CW0863
 CW0863  HORZ ORDER  -  FIRST
 CW0863
 CW0863.The horizontal coordinates were established by classical geodetic methods
 CW0863.and adjusted by the National Geodetic Survey in December 1993..
 CW0863
 CW0863.The orthometric height was scaled from a topographic map.
 CW0863
 CW0863.The Laplace correction was computed from DEFLEC99 derived deflections.
 CW0863
 CW0863.The geoid height was determined by GEOID03.
 CW0863
 CW0863;                    North         East     Units Scale Factor Converg.
 CW0863;SPC NM C     -   193,358.626   573,519.128   MT  0.99996663   +0 25 27.5
 CW0863;SPC NM C     -   634,377.43  1,881,620.67   sFT  0.99996663   +0 25 27.5
 CW0863;SPC NM E     -   193,655.205    58,893.120   MT  1.00004787   -0 36 44.6
 CW0863;SPC NM E     -   635,350.45    193,218.51   sFT  1.00004787   -0 36 44.6
 CW0863;UTM  13      - 3,622,726.231   456,386.799   MT  0.99962345   -0 15 06.4
 CW0863
 CW0863!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CW0863!SPC NM C     -   0.99965590  x   0.99996663  =   0.99962254
 CW0863!SPC NM E     -   0.99965590  x   1.00004787  =   0.99970375
 CW0863!UTM  13      -   0.99965590  x   0.99962345  =   0.99927948
 CW0863
 CW0863:                Primary Azimuth Mark                     Grid Az
 CW0863:SPC NM C     -  BLUEWATER ECC AZ MK                      246 00 06.3
 CW0863:SPC NM E     -  BLUEWATER ECC AZ MK                      247 02 18.4
 CW0863:UTM  13      -  BLUEWATER ECC AZ MK                      246 40 40.2
 CW0863
 CW0863|---------------------------------------------------------------------|
 CW0863| PID    Reference Object                     Distance      Geod. Az  |
 CW0863|                                                           dddmmss.s |
 CW0863| CH8426 BLUEWATER ECC AZ MK                                2462533.8 |
 CW0863|---------------------------------------------------------------------|
 CW0863
 CW0863                          SUPERSEDED SURVEY CONTROL
 CW0863
 CW0863  NAD 83(1986)-  32 44 29.41415(N)    105 27 55.86164(W) AD(       ) 1
 CW0863  NAD 27      -  32 44 29.04720(N)    105 27 53.93360(W) AD(       ) 1
 CW0863
 CW0863.Superseded values are not recommended for survey control.
 CW0863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0863.See file dsdata.txt to determine how the superseded data were derived.
 CW0863
 CW0863_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDS5638722726(NAD 83)
 CW0863_MARKER: DS = TRIANGULATION STATION DISK
 CW0863_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CW0863
 CW0863  HISTORY     - Date     Condition        Report By
 CW0863  HISTORY     - 1934     MONUMENTED       NMGS
 CW0863  HISTORY     - 1943     GOOD             CGS
 CW0863  HISTORY     - 1965     GOOD             USGS
 CW0863
 CW0863                          STATION DESCRIPTION
 CW0863
 CW0863'DESCRIBED BY NEW MEXICO GEODETIC SURVEY 1934 (WRP)
 CW0863'ABOUT 10 MILES NNW OF PINON, ON THE SAME MOUNTAIN AS BLUEWATER
 CW0863'LOOKOUT TOWER, AND 19.2 FEET N OF THE NE CORNER OF A
 CW0863'RANGERS CABIN.
 CW0863'
 CW0863'THE STATION MARK IS A BRONZE U.S.C. AND G.S. AND STATE SURVEY
 CW0863'DISK SET IN THE TOP OF A CONCRETE POST 6 INCHES SQUARE.
 CW0863'
 CW0863'STATION BLUEWATER (N. MEX. GEODETIC SURVEY) IS 98.21 FEET
 CW0863'S OF THE STATION.  STATIONS OLD CARISSA (N. MEX. GEODETIC
 CW0863'SURVEY) AND WEED (N. MEX. GEODETIC SURVEY) MAY BE USED AS
 CW0863'AZIMUTH MARKS.
 CW0863
 CW0863                          STATION RECOVERY (1943)
 CW0863
 CW0863'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (EHB)
 CW0863'ALL MARKS RECOVERED AND FOUND TO BE IN GOOD CONDITION.  TWO
 CW0863'REFERENCE MARKS WERE ESTABLISHED AT THIS DATE ACCORDING TO
 CW0863'NOTE 12C.
 CW0863'
 CW0863'STATION IS LOCATED ABOUT 10 MILES NNW OF PINON, ON THE
 CW0863'SAME MOUNTAIN AS BLUEWATER LOOKOUT TOWER.
 CW0863'
 CW0863'TO REACH FROM THE POST OFFICE IN WEED, GO N FOR 0.2 MILE TO
 CW0863'A T-INTERSECTION JUST N OF A WOODEN BRIDGE.  TURN RIGHT FOR
 CW0863'ABOUT 0.1 MILE TO FORKS.  TAKE RIGHT FORK ON LEAST TRAVELED
 CW0863'ROAD AS PER SIGN, PINON 21 MILES, AND GO 0.15 MILE TO THE
 CW0863'BLUE MOON BAR ON LEFT.  CONTINUE ON MAIN ROAD FOR 2.90
 CW0863'MILES TO A T-ROD RIGHT.  TURN RIGHT ACROSS A WOODEN BRIDGE
 CW0863'AND FOLLOW GRADED ROAD AS PER SIGN, PINON 18 MILES, AND GO
 CW0863'5.65 MILES TO A T-ROAD LEFT AND A SIGN ON RIGHT BLUEWATER
 CW0863'LOOKOUT.  TURN LEFT ON FOREST SERVICE ROAD AND GO 0.9 MILE
 CW0863'TO A WIRE GATE S OF THE LOOKOUT TOWER.  TURN RIGHT ON TRACK
 CW0863'ROAD ALONG S SIDE OF FENCE AND FOLLOW TRACK ROAD FOR 0.30
 CW0863'MILE TO TOP OF HILL AND THE STATION.
 CW0863'
 CW0863'STATION MARK IS ON NORTH RIM OF HILL RUNNING E OF THE BLUEWATER
 CW0863'LOOKOUT TOWER.  IT IS A BRONZE U.S.C. AND G.S. AND STATE SURVEY
 CW0863'DISK SET IN A 6-INCH SQUARE CONCRETE POST PROJECTING 7 INCHES
 CW0863'ABOVE THE GROUND.  NO STAMPING WAS VISIBLE ON DISK.
 CW0863'
 CW0863'REFERENCE MARK 1 IS 93.495 FEET SSE OF THE STATION, 2 FEET
 CW0863'E OF A ROCK CAIRN.  A BRONZE DISK SET IN A BOULDER FLUSHW
 CW0863'WITH THE GROUND, THE ORIGINAL ARROW HAS BEEN OBLITERATED AND
 CW0863'A ROUGH ARROW CHISELED IN THE EDGE OF THE DISK AND POINTING
 CW0863'TO THE STATION.  LEGIBLE STAMPING ON THE DISK READS BLUEWATER
 CW0863'43 NO 1.
 CW0863'
 CW0863'REFERENCE MARK 2 IS 55.030 FEET ESE OF THE STATION, ABOUT
 CW0863'3 FEET LOWER THAN STATION, ON THE SIDE OF A SMALL HILL.  A
 CW0863'BRONZE DISK SET IN A BOULDER PROJECTING ABOUT 4 INCHES ABOVE
 CW0863'THE GROUND.  STAMPED BLUEWATER ECC 1934 NO 2 1943.
 CW0863'
 CW0863'AZIMUTH MARK IS 0.3 MILE WSW OF THE STATION, 70 FEET S OF A
 CW0863'ROAD AND GATE LEADNG TO THE BLUEWATER LOOKOUT TOWER, 3 FEET
 CW0863'N OF A 3-FOOT ROCK CAIRN.  A BRONZE DISK SET IN BEDROCK FLUSH
 CW0863'WITH THE GROUND.  STAMPED BLUEWATER 1943 ECC.
 CW0863'
 CW0863'BLUEWATER (N. MEX. GEODETIC SURVEY) IS 98.131 FEET S OF THE
 CW0863'STATION.  A BRONZE U.S.C. AND G.S. STATE SURVEY DISK SET IN A
 CW0863'DRILL HOLE IN BEDROCK FLUSH WITH THE GROUND.  STAMPED BLUEWATER
 CW0863'1935.
 CW0863'
 CW0863'U.S. DEPT. OF AGRICULTURE FOREST SERVICE DISK IS 0.25 MILE
 CW0863'W OF THE STATION, DIRECTLY UNDER THE BLUEWATER LOOKOUT TOWER,
 CW0863'27 FEET E OF THE MAIN HOUSE, 40 FEET NE OF A SMALL HOUSE.
 CW0863'A U.S. DEPT. OF AGRICULTURE FOREST SERVICE DISK SET IN THE
 CW0863'TOP OF A 4-INCH TILE PROJECTING 5 INCHES ABOVE THE GROUND.
 CW0863'NO STAMPING ON DISK AT THIS DATE.
 CW0863'
 CW0863'BLUEWATER LOOKOUT U.S. FOREST SERVICE TOWER IS 0.25 MILE W
 CW0863'OF THE STATION.  IT IS ABOUT 60 FEET HIGH AND LOCATED ON
 CW0863'THE HIGHEST PORTION OF THE RIDGE RUNNING W OF THE STATION.
 CW0863
 CW0863                          STATION RECOVERY (1965)
 CW0863
 CW0863'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965 (JTD)
 CW0863'NEW ROUTE DESC.--
 CW0863'
 CW0863'TO REACH FROM THE POST OFFICE IN WEED, GO N. FOR 0.2 MI. TO
 CW0863'T-ROAD, THENCE RIGHT (EAST) FOR 0.5 MI. TO STATE HWY. 24, THENCE
 CW0863'RIGHT ON STATE HWY. 24 FOR 7.6 MI. TO A FOREST SERVICE ROAD
 CW0863'EAST AND SIGN ON LEFT BLUEWATER LOOKOUT.  TURN LEFT EAST
 CW0863'ON FOREST SERVICE ROAD FOR 0.9 MI. TO A WIRE GATE, THENCE
 CW0863'RIGHT ALONG SOUTH SIDE OF FENCE FOR 0.3 MI. TO TOP OF HILL
 CW0863'AND STATION SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0861 ***********************************************************************
 CW0861  DESIGNATION -  BLUEWATER LOOKOUT TOWER
 CW0861  PID         -  CW0861
 CW0861  STATE/COUNTY-  NM/OTERO
 CW0861  USGS QUAD   -  AVIS (1965)
 CW0861
 CW0861                         *CURRENT SURVEY CONTROL
 CW0861  ___________________________________________________________________
 CW0861* NAD 83(1992)-  32 44 29.95457(N)    105 28 08.38831(W)     ADJUSTED  
 CW0861* NAVD 88     -      2213.     (meters)    7260.     (feet)  SCALED    
 CW0861  ___________________________________________________________________
 CW0861  LAPLACE CORR-          -3.79  (seconds)                    DEFLEC99
 CW0861  GEOID HEIGHT-         -20.35  (meters)                     GEOID03
 CW0861
 CW0861  HORZ ORDER  -  THIRD
 CW0861
 CW0861.The horizontal coordinates were established by classical geodetic methods
 CW0861.and adjusted by the National Geodetic Survey in December 1993..
 CW0861
 CW0861.The orthometric height was scaled from a topographic map.
 CW0861
 CW0861.The Laplace correction was computed from DEFLEC99 derived deflections.
 CW0861
 CW0861.The geoid height was determined by GEOID03.
 CW0861
 CW0861;                    North         East     Units Scale Factor Converg.
 CW0861;SPC NM C     -   193,373.096   573,192.860   MT  0.99996604   +0 25 20.7
 CW0861;SPC NM C     -   634,424.90  1,880,550.24   sFT  0.99996604   +0 25 20.7
 CW0861;SPC NM E     -   193,675.578    58,567.140   MT  1.00004873   -0 36 51.4
 CW0861;SPC NM E     -   635,417.29    192,149.03   sFT  1.00004873   -0 36 51.4
 CW0861;UTM  13      - 3,622,744.544   456,060.836   MT  0.99962381   -0 15 13.2
 CW0861
 CW0861!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CW0861!SPC NM C     -   0.99965590  x   0.99996604  =   0.99962195
 CW0861!SPC NM E     -   0.99965590  x   1.00004873  =   0.99970461
 CW0861!UTM  13      -   0.99965590  x   0.99962381  =   0.99927984
 CW0861
 CW0861                          SUPERSEDED SURVEY CONTROL
 CW0861
 CW0861  NAD 83(1986)-  32 44 29.96215(N)    105 28 08.38970(W) AD(       ) 3
 CW0861  NAD 27      -  32 44 29.59500(N)    105 28 06.46300(W) AD(       ) 3
 CW0861
 CW0861.Superseded values are not recommended for survey control.
 CW0861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0861.See file dsdata.txt to determine how the superseded data were derived.
 CW0861
 CW0861_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDS5606122745(NAD 83)
 CW0861_MARKER: 57 = LOOKOUT TOWER
 CW0861
 CW0861  HISTORY     - Date     Condition        Report By
 CW0861  HISTORY     - 1943     FIRST OBSERVED   CGS
 CW0861
 CW0861                          STATION DESCRIPTION
 CW0861
 CW0861'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (EHB)
 CW0861'BLUEWATER LOOKOUT TOWER IS LOCATED ABOUT 10 MILES NNW OF PINON,
 CW0861'AND ABOUT 5 MILES ESE OF WEED.  THE TOWER IS A U.S. FOREST
 CW0861'SERVICE LOOKOUT TOWER 60 FEET HIGH WITH ABOUT A 12-FOOT SQUARE
 CW0861'BASE, PAINTED GREEN, AND GLASS-HOUSE AT TOP OF TOWER HAS A
 CW0861'POINTED SHEETMETAL ROOF.  CENTER OF TOWER IS ABOUT 15 FEET E OF A
 CW0861'HOUSE WITH A GREEN ROOF, 40 FEET NE OF A SMALLER HOUSE WITH A
 CW0861'GREEN ROOF.
 CW0861'
 CW0861'A U.S. DEPT. OF AGRICULTURE MARK IS SET DIRECTLY UNDER THE
 CW0861'LOOKOUT TOWER.  IT IS A BRONZE DISK SET IN TOP OF A 4-INCH TILE.
 CW0861'TILE IS SET IN A 12-INCH ROUND MASS OF CONCRETE PROJECTING ABOUT
 CW0861'5 INCHES.  NO STAMPING WAS VISIBLE ON DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0743 ***********************************************************************
 CW0743  DESIGNATION -  BLUFF
 CW0743  PID         -  CW0743
 CW0743  STATE/COUNTY-  NM/EDDY
 CW0743  USGS QUAD   -  MALAGA (1985)
 CW0743
 CW0743                         *CURRENT SURVEY CONTROL
 CW0743  ___________________________________________________________________
 CW0743* NAD 83(1992)-  32 09 12.63136(N)    104 00 18.60796(W)     ADJUSTED  
 CW0743* NAVD 88     -       917.     (meters)    3009.     (feet)  SCALED    
 CW0743  ___________________________________________________________________
 CW0743  LAPLACE CORR-          -0.67  (seconds)                    DEFLEC99
 CW0743  GEOID HEIGHT-         -25.38  (meters)                     GEOID03
 CW0743
 CW0743  HORZ ORDER  -  THIRD
 CW0743
 CW0743.The horizontal coordinates were established by classical geodetic methods
 CW0743.and adjusted by the National Geodetic Survey in December 1993..
 CW0743
 CW0743.The orthometric height was scaled from a topographic map.
 CW0743
 CW0743.The Laplace correction was computed from DEFLEC99 derived deflections.
 CW0743
 CW0743.The geoid height was determined by GEOID03.
 CW0743
 CW0743;                    North         East     Units Scale Factor Converg.
 CW0743;SPC NM E     -   127,935.959   195,954.774   MT  0.99992090   +0 10 28.7
 CW0743;SPC NM E     -   419,736.56    642,894.95   sFT  0.99992090   +0 10 28.7
 CW0743;UTM  13      - 3,557,884.642   593,812.281   MT  0.99970853   +0 31 46.1
 CW0743
 CW0743!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CW0743!SPC NM E     -   0.99985995  x   0.99992090  =   0.99978086
 CW0743!UTM  13      -   0.99985995  x   0.99970853  =   0.99956852
 CW0743
 CW0743                          SUPERSEDED SURVEY CONTROL
 CW0743
 CW0743  NAD 83(1986)-  32 09 12.63014(N)    104 00 18.60375(W) AD(       ) 3
 CW0743  NAD 27      -  32 09 12.18230(N)    104 00 16.84634(W) AD(       ) 3
 CW0743
 CW0743.Superseded values are not recommended for survey control.
 CW0743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0743.See file dsdata.txt to determine how the superseded data were derived.
 CW0743
 CW0743_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SER9381257885(NAD 83)
 CW0743_MARKER: DD = SURVEY DISK
 CW0743_SETTING: 66 = SET IN ROCK OUTCROP
 CW0743_SP_SET: SET IN ROCK OUTCROP
 CW0743_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CW0743+STABILITY: POSITION/ELEVATION WELL
 CW0743
 CW0743  HISTORY     - Date     Condition        Report By
 CW0743  HISTORY     - 1944     MONUMENTED       USGS
 CW0743
 CW0743                          STATION DESCRIPTION
 CW0743
 CW0743'DESCRIBED BY US GEOLOGICAL SURVEY 1944
 CW0743'STATION IS ABOUT 6 MI. SE. OF MALAGA, ON E. SIDE OF PECOS RIVER,
 CW0743'ABOUT 4 MI. S. AND 1.5 MI. W. FROM DOG TOWN, ABOUT 1 MI. E. OF
 CW0743'RIVER, ON N. RIM OF MESA ABOUT 0.5 MI. W. OF OLD RD. THAT RUNS
 CW0743'E. TO SUN WELL.
 CW0743'
 CW0743'STATION MARK--STANDARD TABLET, SET IN ROCK, AND STAMPED ---BLUFF
 CW0743'1944---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0950 ***********************************************************************
 CX0950  DESIGNATION -  BM
 CX0950  PID         -  CX0950
 CX0950  STATE/COUNTY-  NM/LUNA
 CX0950  USGS QUAD   -  CAMBRAY (1972)
 CX0950
 CX0950                         *CURRENT SURVEY CONTROL
 CX0950  ___________________________________________________________________
 CX0950* NAD 83(1986)-  32 14 09.     (N)    107 21 47.     (W)     SCALED    
 CX0950* NAVD 88     -      1282.806  (meters)    4208.67   (feet)  ADJUSTED  
 CX0950  ___________________________________________________________________
 CX0950  GEOID HEIGHT-         -24.29  (meters)                     GEOID03
 CX0950  DYNAMIC HT  -        1280.895 (meters)    4202.40  (feet)  COMP
 CX0950  MODELED GRAV-     979,104.6   (mgal)                       NAVD 88
 CX0950
 CX0950  VERT ORDER  -  SECOND    CLASS 0
 CX0950
 CX0950.The horizontal coordinates were scaled from a topographic map and have
 CX0950.an estimated accuracy of +/- 6 seconds.
 CX0950
 CX0950.The orthometric height was determined by differential leveling
 CX0950.and adjusted by the National Geodetic Survey in June 1991..
 CX0950
 CX0950.The geoid height was determined by GEOID03.
 CX0950
 CX0950.The dynamic height is computed by dividing the NAVD 88
 CX0950.geopotential number by the normal gravity value computed on the
 CX0950.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0950.degrees latitude (g = 980.6199 gals.).
 CX0950
 CX0950.The modeled gravity was interpolated from observed gravity values.
 CX0950
 CX0950;                    North         East    Units  Estimated Accuracy
 CX0950;SPC NM W     -   137,120.      874,320.      MT  (+/- 180 meters Scaled)
 CX0950
 CX0950                          SUPERSEDED SURVEY CONTROL
 CX0950
 CX0950  NGVD 29 (??/??/92) 1282.210  (m)         4206.72   (f) ADJ UNCH    2 0
 CX0950
 CX0950.Superseded values are not recommended for survey control.
 CX0950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0950.See file dsdata.txt to determine how the superseded data were derived.
 CX0950
 CX0950_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBR773690(NAD 83)
 CX0950_MARKER: DB = BENCH MARK DISK
 CX0950_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX0950_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CX0950_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX0950+STABILITY: SURFACE MOTION
 CX0950
 CX0950  HISTORY     - Date     Condition        Report By
 CX0950  HISTORY     - UNK      MONUMENTED       NMGS
 CX0950  HISTORY     - 1953     GOOD             NGS
 CX0950  HISTORY     - 1967     GOOD             NGS
 CX0950
 CX0950                          STATION DESCRIPTION
 CX0950
 CX0950'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CX0950'2.35 MI W FROM CAMBRAY.
 CX0950'2.35 MILES WEST ALONG THE SOUTHERN PACIFIC RAILWAY FROM THE STATION AT
 CX0950'CAMBRAY, 0.9 MILE EAST OF THE NEW U. S. HIGHWAY 70 AND 80 OVERPASS,
 CX0950'100.6 FEET SOUTH OF THE SOUTH RAIL OF THE TRACK, 89.2 FEET SOUTHWEST
 CX0950'OF A TELEPHONE POLE, 27.4 FEET NORTH OF THE CENTER LINE OF ABANDONED
 CX0950'U. S. HIGHWAY 70 AND 80, 1.4 FEET NORTH OF A REFERENCE POST, AND SET
 CX0950'IN THE TOP OF A CONCRETE POST PROJECTING 1.5 FEET ABOVE THE GROUND.
 CX0950
 CX0950                          STATION RECOVERY (1967)
 CX0950
 CX0950'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 CX0950'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0489 ***********************************************************************
 CW0489  DESIGNATION -  BM
 CW0489  PID         -  CW0489
 CW0489  STATE/COUNTY-  NM/OTERO
 CW0489  USGS QUAD   -  ALAMOGORDO NORTH (1981)
 CW0489
 CW0489                         *CURRENT SURVEY CONTROL
 CW0489  ___________________________________________________________________
 CW0489* NAD 83(1986)-  32 58 30.     (N)    105 58 00.     (W)     SCALED    
 CW0489* NAVD 88     -      1397.775  (meters)    4585.87   (feet)  ADJUSTED  
 CW0489  ___________________________________________________________________
 CW0489  GEOID HEIGHT-         -21.85  (meters)                     GEOID03
 CW0489  DYNAMIC HT  -        1395.713 (meters)    4579.10  (feet)  COMP
 CW0489  MODELED GRAV-     979,114.2   (mgal)                       NAVD 88
 CW0489
 CW0489  VERT ORDER  -  SECOND    CLASS 0
 CW0489
 CW0489.The horizontal coordinates were scaled from a topographic map and have
 CW0489.an estimated accuracy of +/- 6 seconds.
 CW0489
 CW0489.The orthometric height was determined by differential leveling
 CW0489.and adjusted by the National Geodetic Survey in June 1991..
 CW0489
 CW0489.The geoid height was determined by GEOID03.
 CW0489
 CW0489.The dynamic height is computed by dividing the NAVD 88
 CW0489.geopotential number by the normal gravity value computed on the
 CW0489.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0489.degrees latitude (g = 980.6199 gals.).
 CW0489
 CW0489.The modeled gravity was interpolated from observed gravity values.
 CW0489
 CW0489;                    North         East    Units  Estimated Accuracy
 CW0489;SPC NM C     -   219,020.      526,480.      MT  (+/- 180 meters Scaled)
 CW0489
 CW0489                          SUPERSEDED SURVEY CONTROL
 CW0489
 CW0489  NGVD 29 (??/??/92) 1397.130  (m)         4583.75   (f) ADJ UNCH    2 0
 CW0489
 CW0489.Superseded values are not recommended for survey control.
 CW0489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0489.See file dsdata.txt to determine how the superseded data were derived.
 CW0489
 CW0489_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDS096489(NAD 83)
 CW0489_MARKER: DB = BENCH MARK DISK
 CW0489_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CW0489_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CW0489_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CW0489+STABILITY: SURFACE MOTION
 CW0489
 CW0489  HISTORY     - Date     Condition        Report By
 CW0489  HISTORY     - UNK      MONUMENTED       CGS
 CW0489  HISTORY     - 1934     GOOD             NGS
 CW0489
 CW0489                          STATION DESCRIPTION
 CW0489
 CW0489'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CW0489'6.1 MI N FROM ALAMOGORDO.
 CW0489'6.1 MI. N. OF COURT HOUSE ALONG U.S. NO. 70 0.7 MI. E. OF THE
 CW0489'JUNCTION, 93 FT. S. OF THE CENTER LINE OF ROAD, AND SET IN PRECAST
 CW0489'CONC. POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0300 ***********************************************************************
 DQ0300  DESIGNATION -  BM
 DQ0300  PID         -  DQ0300
 DQ0300  STATE/COUNTY-  NM/LEA
 DQ0300  USGS QUAD   -  RANGER LAKE (1984)
 DQ0300
 DQ0300                         *CURRENT SURVEY CONTROL
 DQ0300  ___________________________________________________________________
 DQ0300* NAD 83(1986)-  33 24 38.     (N)    103 19 51.     (W)     SCALED    
 DQ0300* NAVD 88     -      1230.356  (meters)    4036.59   (feet)  ADJUSTED  
 DQ0300  ___________________________________________________________________
 DQ0300  GEOID HEIGHT-         -22.10  (meters)                     GEOID03
 DQ0300  DYNAMIC HT  -        1228.705 (meters)    4031.18  (feet)  COMP
 DQ0300  MODELED GRAV-     979,251.6   (mgal)                       NAVD 88
 DQ0300
 DQ0300  VERT ORDER  -  SECOND    CLASS 0
 DQ0300
 DQ0300.The horizontal coordinates were scaled from a topographic map and have
 DQ0300.an estimated accuracy of +/- 6 seconds.
 DQ0300
 DQ0300.The orthometric height was determined by differential leveling
 DQ0300.and adjusted by the National Geodetic Survey in June 1991..
 DQ0300
 DQ0300.The geoid height was determined by GEOID03.
 DQ0300
 DQ0300.The dynamic height is computed by dividing the NAVD 88
 DQ0300.geopotential number by the normal gravity value computed on the
 DQ0300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0300.degrees latitude (g = 980.6199 gals.).
 DQ0300
 DQ0300.The modeled gravity was interpolated from observed gravity values.
 DQ0300
 DQ0300;                    North         East    Units  Estimated Accuracy
 DQ0300;SPC NM E     -   267,730.      258,240.      MT  (+/- 180 meters Scaled)
 DQ0300
 DQ0300                          SUPERSEDED SURVEY CONTROL
 DQ0300
 DQ0300  NGVD 29 (??/??/92) 1229.875  (m)         4035.01   (f) ADJ UNCH    2 0
 DQ0300
 DQ0300.Superseded values are not recommended for survey control.
 DQ0300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0300.See file dsdata.txt to determine how the superseded data were derived.
 DQ0300
 DQ0300_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFS552980(NAD 83)
 DQ0300_MARKER: B = BOLT
 DQ0300_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0300_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DQ0300_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0300+STABILITY: SURFACE MOTION
 DQ0300
 DQ0300  HISTORY     - Date     Condition        Report By
 DQ0300  HISTORY     - 1930     MONUMENTED       USGS
 DQ0300  HISTORY     - 1943     GOOD             NGS
 DQ0300
 DQ0300                          STATION DESCRIPTION
 DQ0300
 DQ0300'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 DQ0300'11.0 MI N FROM TATUM.
 DQ0300'100.0 FEET EAST-SOUTHEAST OF GATE LEADING WEST TO A RANCH HOUSE 82.0
 DQ0300'FEET SOUTH OF GATE IN EAST FENCE LINE 4.0 FEET WEST OF FENCE LINE 120
 DQ0300'FEET NORTH OF POST, USGS-BM 1930 CUT IN CONCRETE, MARKING ON POST IS
 DQ0300'USPWP-NRWR-5-SEC-1-UNIT 1 USPWP-NRWR-5-SEC-1-UNIT 2 NRS 238
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0850 ***********************************************************************
 DS0850  DESIGNATION -  BM
 DS0850  PID         -  DS0850
 DS0850  STATE/COUNTY-  NM/SIERRA
 DS0850  USGS QUAD   -  ELEPHANT BUTTE (1980)
 DS0850
 DS0850                         *CURRENT SURVEY CONTROL
 DS0850  ___________________________________________________________________
 DS0850* NAD 83(1986)-  33 09 18.     (N)    107 11 35.     (W)     SCALED    
 DS0850* NAVD 88     -      1360.463  (meters)    4463.45   (feet)  ADJUSTED  
 DS0850  ___________________________________________________________________
 DS0850  GEOID HEIGHT-         -23.19  (meters)                     GEOID03
 DS0850  DYNAMIC HT  -        1358.500 (meters)    4457.01  (feet)  COMP
 DS0850  MODELED GRAV-     979,147.8   (mgal)                       NAVD 88
 DS0850
 DS0850  VERT ORDER  -  FIRST     CLASS II
 DS0850
 DS0850.The horizontal coordinates were scaled from a topographic map and have
 DS0850.an estimated accuracy of +/- 6 seconds.
 DS0850
 DS0850.The orthometric height was determined by differential leveling
 DS0850.and adjusted by the National Geodetic Survey in June 1991..
 DS0850.WARNING-Repeat measurements at this control monument indicate possible
 DS0850.vertical movement.
 DS0850
 DS0850.The geoid height was determined by GEOID03.
 DS0850
 DS0850.The dynamic height is computed by dividing the NAVD 88
 DS0850.geopotential number by the normal gravity value computed on the
 DS0850.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0850.degrees latitude (g = 980.6199 gals.).
 DS0850
 DS0850.The modeled gravity was interpolated from observed gravity values.
 DS0850
 DS0850;                    North         East    Units  Estimated Accuracy
 DS0850;SPC NM W     -   239,130.      889,730.      MT  (+/- 180 meters Scaled)
 DS0850
 DS0850                          SUPERSEDED SURVEY CONTROL
 DS0850
 DS0850  NGVD 29 (??/??/92) 1359.835  (m)         4461.39   (f) ADJ UNCH    1 2
 DS0850
 DS0850.Superseded values are not recommended for survey control.
 DS0850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0850.See file dsdata.txt to determine how the superseded data were derived.
 DS0850
 DS0850_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBS954706(NAD 83)
 DS0850_MARKER: DD = SURVEY DISK
 DS0850_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DS0850_SP_SET: DAM FLOOR
 DS0850_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DS0850
 DS0850  HISTORY     - Date     Condition        Report By
 DS0850  HISTORY     - UNK      MONUMENTED       BOR
 DS0850  HISTORY     - 1951     GOOD             NGS
 DS0850
 DS0850                          STATION DESCRIPTION
 DS0850
 DS0850'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 DS0850'IN ELEPHANT BUTTE.
 DS0850'AT ELEPHANT BUTTE, AT THE NORTHWEST END OF THE ELEPHANT BUTTE DAM, 121
 DS0850'FEET SOUTHEAST OF THE NORTHWEST END OF THE DAM, 9 FEET NORTHEAST OF
 DS0850'THE SECOND LAMP POST ON THE SOUTHWEST GUARD RAIL, SET IN THE TOP OF
 DS0850'THE FLOOR.  THIS MARK HAS BEEN RUN OVER SO MANY TIMES THAT THE
 DS0850'STAMPING HAS BEEN OBLITERATED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0324 ***********************************************************************
 GM0324  DESIGNATION -  BM
 GM0324  PID         -  GM0324
 GM0324  STATE/COUNTY-  NM/MORA
 GM0324  USGS QUAD   -  HOLMAN (1995)
 GM0324
 GM0324                         *CURRENT SURVEY CONTROL
 GM0324  ___________________________________________________________________
 GM0324* NAD 83(1986)-  36 04 50.     (N)    105 26 20.     (W)     SCALED    
 GM0324* NAVD 88     -      2813.360  (meters)    9230.17   (feet)  ADJUSTED  
 GM0324  ___________________________________________________________________
 GM0324  GEOID HEIGHT-         -16.98  (meters)                     GEOID03
 GM0324  DYNAMIC HT  -        2809.138 (meters)    9216.31  (feet)  COMP
 GM0324  MODELED GRAV-     979,029.1   (mgal)                       NAVD 88
 GM0324
 GM0324  VERT ORDER  -  SECOND    CLASS 0
 GM0324
 GM0324.The horizontal coordinates were scaled from a topographic map and have
 GM0324.an estimated accuracy of +/- 6 seconds.
 GM0324
 GM0324.The orthometric height was determined by differential leveling
 GM0324.and adjusted by the National Geodetic Survey in June 1991..
 GM0324
 GM0324.The geoid height was determined by GEOID03.
 GM0324
 GM0324.The dynamic height is computed by dividing the NAVD 88
 GM0324.geopotential number by the normal gravity value computed on the
 GM0324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GM0324.degrees latitude (g = 980.6199 gals.).
 GM0324
 GM0324.The modeled gravity was interpolated from observed gravity values.
 GM0324
 GM0324;                    North         East    Units  Estimated Accuracy
 GM0324;SPC NM E     -   564,020.       65,430.      MT  (+/- 180 meters Scaled)
 GM0324
 GM0324                          SUPERSEDED SURVEY CONTROL
 GM0324
 GM0324  NGVD 29 (??/??/92) 2812.026  (m)         9225.79   (f) ADJ UNCH    2 0
 GM0324
 GM0324.Superseded values are not recommended for survey control.
 GM0324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0324.See file dsdata.txt to determine how the superseded data were derived.
 GM0324
 GM0324_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV604929(NAD 83)
 GM0324_MARKER: DD = SURVEY DISK
 GM0324_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GM0324_SP_SET: SAND BASIN
 GM0324_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GM0324
 GM0324  HISTORY     - Date     Condition        Report By
 GM0324  HISTORY     - UNK      MONUMENTED       USDA
 GM0324  HISTORY     - 1934     GOOD             NGS
 GM0324  HISTORY     - 1965     MARK NOT FOUND   USGS
 GM0324
 GM0324                          STATION DESCRIPTION
 GM0324
 GM0324'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GM0324'11.9 MI NW FROM MORA.
 GM0324'11.9 MILES NORTHWEST ALONG STATE HIGHWAY 3 FROM MORA, MORA COUNTY, 0.7
 GM0324'MILE SOUTH OF THE SUMMIT OF HOLMAN HILL, AT A LARGE STONE CATCH BASIN,
 GM0324'IN THE TOP OF THE HEADWALL, AND 15 FEET WEST OF THE CENTERLINE OF THE
 GM0324'HIGHWAY.  A UNITED STATES BUREAU OF PUBLIC ROADS STANDARD DISK. NOTE--
 GM0324'THERE HAS BEEN NEW CONSTRUCTION ALONG STATE HIGHWAY 3 IN THE LAST 3-4
 GM0324'YEARS.
 GM0324
 GM0324                          STATION RECOVERY (1965)
 GM0324
 GM0324'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 GM0324'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0217 ***********************************************************************
 EP0217  DESIGNATION -  BM
 EP0217  PID         -  EP0217
 EP0217  STATE/COUNTY-  NM/GUADALUPE
 EP0217  USGS QUAD   -  TEJON (1978)
 EP0217
 EP0217                         *CURRENT SURVEY CONTROL
 EP0217  ___________________________________________________________________
 EP0217* NAD 83(1986)-  34 35 22.     (N)    105 15 08.     (W)     SCALED    
 EP0217* NAVD 88     -      1833.074  (meters)    6014.01   (feet)  ADJUSTED  
 EP0217  ___________________________________________________________________
 EP0217  GEOID HEIGHT-         -20.66  (meters)                     GEOID03
 EP0217  DYNAMIC HT  -        1830.483 (meters)    6005.51  (feet)  COMP
 EP0217  MODELED GRAV-     979,156.1   (mgal)                       NAVD 88
 EP0217
 EP0217  VERT ORDER  -  FIRST     CLASS II
 EP0217
 EP0217.The horizontal coordinates were scaled from a topographic map and have
 EP0217.an estimated accuracy of +/- 6 seconds.
 EP0217
 EP0217.The orthometric height was determined by differential leveling
 EP0217.and adjusted by the National Geodetic Survey in June 1991..
 EP0217
 EP0217.The geoid height was determined by GEOID03.
 EP0217
 EP0217.The dynamic height is computed by dividing the NAVD 88
 EP0217.geopotential number by the normal gravity value computed on the
 EP0217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EP0217.degrees latitude (g = 980.6199 gals.).
 EP0217
 EP0217.The modeled gravity was interpolated from observed gravity values.
 EP0217
 EP0217;                    North         East    Units  Estimated Accuracy
 EP0217;SPC NM E     -   398,420.       80,710.      MT  (+/- 180 meters Scaled)
 EP0217
 EP0217                          SUPERSEDED SURVEY CONTROL
 EP0217
 EP0217  NGVD 29 (??/??/92) 1832.272  (m)         6011.38   (f) ADJ UNCH    1 2
 EP0217
 EP0217.Superseded values are not recommended for survey control.
 EP0217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EP0217.See file dsdata.txt to determine how the superseded data were derived.
 EP0217
 EP0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDU768275(NAD 83)
 EP0217_MARKER: X = CHISELED CROSS
 EP0217_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EP0217_SP_SET: CULVERT
 EP0217_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EP0217
 EP0217  HISTORY     - Date     Condition        Report By
 EP0217  HISTORY     - UNK      MONUMENTED       SPRR
 EP0217  HISTORY     - 1934     GOOD             NGS
 EP0217  HISTORY     - 1981     MARK NOT FOUND   NGS
 EP0217
 EP0217                          STATION DESCRIPTION
 EP0217
 EP0217'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 EP0217'2.0 MI SW FROM VAUGHN.
 EP0217'2.0 MILES SOUTHWEST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 EP0217'STATION AT VAUGHN, GUADALUPE COUNTY, AT CULVERT 1523.36, AND ON THE
 EP0217'CENTER OF THE SOUTH END OF THE SOUTHWEST HEADWALL.  A CHISELED CIRCLE
 EP0217'BETWEEN THE CHISELED LETERS BM.
 EP0217
 EP0217                          STATION RECOVERY (1981)
 EP0217
 EP0217'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 EP0217'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0293 ***********************************************************************
 EO0293  DESIGNATION -  BM
 EO0293  PID         -  EO0293
 EO0293  STATE/COUNTY-  NM/CURRY
 EO0293  USGS QUAD   -  CLOVIS (1985)
 EO0293
 EO0293                         *CURRENT SURVEY CONTROL
 EO0293  ___________________________________________________________________
 EO0293* NAD 83(1986)-  34 26 54.     (N)    103 11 46.     (W)     SCALED    
 EO0293* NAVD 88     -      1318.273  (meters)    4325.03   (feet)  ADJUSTED  
 EO0293  ___________________________________________________________________
 EO0293  GEOID HEIGHT-         -23.70  (meters)                     GEOID03
 EO0293  DYNAMIC HT  -        1316.540 (meters)    4319.35  (feet)  COMP
 EO0293  MODELED GRAV-     979,274.3   (mgal)                       NAVD 88
 EO0293
 EO0293  VERT ORDER  -  FIRST     CLASS II
 EO0293
 EO0293.The horizontal coordinates were scaled from a topographic map and have
 EO0293.an estimated accuracy of +/- 6 seconds.
 EO0293
 EO0293.The orthometric height was determined by differential leveling
 EO0293.and adjusted by the National Geodetic Survey in June 1991..
 EO0293
 EO0293.The geoid height was determined by GEOID03.
 EO0293
 EO0293.The dynamic height is computed by dividing the NAVD 88
 EO0293.geopotential number by the normal gravity value computed on the
 EO0293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0293.degrees latitude (g = 980.6199 gals.).
 EO0293
 EO0293.The modeled gravity was interpolated from observed gravity values.
 EO0293
 EO0293;                    North         East    Units  Estimated Accuracy
 EO0293;SPC NM E     -   382,970.      269,500.      MT  (+/- 180 meters Scaled)
 EO0293
 EO0293                          SUPERSEDED SURVEY CONTROL
 EO0293
 EO0293  NGVD 29 (??/??/92) 1317.662  (m)         4323.03   (f) ADJ UNCH    1 2
 EO0293
 EO0293.Superseded values are not recommended for survey control.
 EO0293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0293.See file dsdata.txt to determine how the superseded data were derived.
 EO0293
 EO0293_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFU657133(NAD 83)
 EO0293_MARKER: R = RIVET
 EO0293_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EO0293_SP_SET: CULVERT
 EO0293_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EO0293
 EO0293  HISTORY     - Date     Condition        Report By
 EO0293  HISTORY     - UNK      MONUMENTED       ATSFRR
 EO0293  HISTORY     - 1958     GOOD             NGS
 EO0293
 EO0293                          STATION DESCRIPTION
 EO0293
 EO0293'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 EO0293'3.85 MI N FROM CLOVIS.
 EO0293'ABOUT 0.1 MILE EAST ALONG 1ST STREET FROM THE ATCHISON, TOPEKA AND
 EO0293'SANTA FE RAILWAY STATION AT CLOVIS, THENCE ABOUT 1.05 MILES NORTH
 EO0293'ALONG STATE HIGHWAY 18, THENCE ABOUT 0.6 MILE NORTHEAST ALONG STATE
 EO0293'HIGHWAY 18, THENCE ABOUT 2.1 MILES NORTH ALONG STATE HIGHWAY 18, A
 EO0293'COPPER RIVET IN THE SOUTH END OF THE EAST CONCRETE HEADWALL OF A
 EO0293'CULVERT, 18 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 30 FEET
 EO0293'NORTHEAST OF THE CENTER LINE OF A DIRT ROAD CROSSING, 28 FEET NORTH OF
 EO0293'THE CENTER LINE OF A SECTION LINE ROAD, AND ABOUT LEVEL WITH THE
 EO0293'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0059 ***********************************************************************
 FO0059  DESIGNATION -  BM
 FO0059  PID         -  FO0059
 FO0059  STATE/COUNTY-  NM/SANDOVAL
 FO0059  USGS QUAD   -  CANADA (1993)
 FO0059
 FO0059                         *CURRENT SURVEY CONTROL
 FO0059  ___________________________________________________________________
 FO0059* NAD 83(1986)-  35 38 08.     (N)    106 23 32.     (W)     SCALED    
 FO0059* NAVD 88     -      1690.089  (meters)    5544.90   (feet)  ADJUSTED  
 FO0059  ___________________________________________________________________
 FO0059  GEOID HEIGHT-         -20.21  (meters)                     GEOID03
 FO0059  DYNAMIC HT  -        1687.781 (meters)    5537.33  (feet)  COMP
 FO0059  MODELED GRAV-     979,209.1   (mgal)                       NAVD 88
 FO0059
 FO0059  VERT ORDER  -  SECOND    CLASS 0
 FO0059
 FO0059.The horizontal coordinates were scaled from a topographic map and have
 FO0059.an estimated accuracy of +/- 6 seconds.
 FO0059
 FO0059.The orthometric height was determined by differential leveling
 FO0059.and adjusted by the National Geodetic Survey in June 1991..
 FO0059
 FO0059.The geoid height was determined by GEOID03.
 FO0059
 FO0059.The dynamic height is computed by dividing the NAVD 88
 FO0059.geopotential number by the normal gravity value computed on the
 FO0059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0059.degrees latitude (g = 980.6199 gals.).
 FO0059
 FO0059.The modeled gravity was interpolated from observed gravity values.
 FO0059
 FO0059;                    North         East    Units  Estimated Accuracy
 FO0059;SPC NM C     -   514,090.      487,120.      MT  (+/- 180 meters Scaled)
 FO0059
 FO0059                          SUPERSEDED SURVEY CONTROL
 FO0059
 FO0059  NGVD 29 (??/??/92) 1689.124  (m)         5541.73   (f) ADJ UNCH    2 0
 FO0059
 FO0059.Superseded values are not recommended for survey control.
 FO0059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0059.See file dsdata.txt to determine how the superseded data were derived.
 FO0059
 FO0059_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV739444(NAD 83)
 FO0059_MARKER: DD = SURVEY DISK
 FO0059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FO0059_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FO0059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO0059+STABILITY: SURFACE MOTION
 FO0059
 FO0059  HISTORY     - Date     Condition        Report By
 FO0059  HISTORY     - UNK      MONUMENTED       USFS
 FO0059  HISTORY     - 1941     GOOD             NGS
 FO0059  HISTORY     - 19990105 MARK NOT FOUND   NGS
 FO0059
 FO0059                          STATION DESCRIPTION
 FO0059
 FO0059'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 FO0059'9.2 MI NW FROM PENABLANCA.
 FO0059'9.2 MILES NORTHWEST ALONG A ROAD LEADING TO JEMES FROM THE CATHOLIC
 FO0059'CHURCH AT PENABLANCA, SANDOVAL COUNTY, 2.9 MILES NORTHWEST OF THE
 FO0059'JUNCTION OF A ROAD LEADING TO COCHITI PUEBLO, 45 FEET NORTH OF THE
 FO0059'CENTER OF A CATTLEGUARD, 36 FEET NORTHEAST OF THE CENTERLINE OF THE
 FO0059'ROAD, 1 FOOT EAST OF THE BOUNDARY FENCE OF THE COCHITI PUEBLO GRANT,
 FO0059'AND 1.5 FEET HIGHER THAN THE ROAD.  A UNITED STATES FOREST SERVICE
 FO0059'STANDARD DISK, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.7 FOOT
 FO0059'ABOVE THE GROUND.
 FO0059
 FO0059                          STATION RECOVERY (1999)
 FO0059
 FO0059'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (WAS)
 FO0059'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0902 ***********************************************************************
 CW0902  DESIGNATION -  BM
 CW0902  PID         -  CW0902
 CW0902  STATE/COUNTY-  NM/OTERO
 CW0902  USGS QUAD   -  ALAMO MOUNTAIN (1975)
 CW0902
 CW0902                         *CURRENT SURVEY CONTROL
 CW0902  ___________________________________________________________________
 CW0902* NAD 83(1992)-  32 00 05.40226(N)    105 38 33.02988(W)     ADJUSTED  
 CW0902* NAVD 88     -      1561.29   (+/-2cm)    5122.3    (feet)  VERTCON   
 CW0902  ___________________________________________________________________
 CW0902  LAPLACE CORR-           0.85  (seconds)                    DEFLEC99
 CW0902  GEOID HEIGHT-         -22.48  (meters)                     GEOID03
 CW0902
 CW0902  HORZ ORDER  -  SECOND
 CW0902  VERT ORDER  -  THIRD ? (See Below)
 CW0902
 CW0902.The horizontal coordinates were established by classical geodetic methods
 CW0902.and adjusted by the National Geodetic Survey in December 1993..
 CW0902
 CW0902.The NAVD 88 height was computed by applying the VERTCON shift value to
 CW0902.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CW0902.The vertical order pertains to the NGVD 29 superseded value.
 CW0902
 CW0902.The Laplace correction was computed from DEFLEC99 derived deflections.
 CW0902
 CW0902.The geoid height was determined by GEOID03.
 CW0902
 CW0902;                    North         East     Units Scale Factor Converg.
 CW0902;SPC NM C     -   111,194.663   557,397.599   MT  0.99994062   +0 19 19.0
 CW0902;SPC NM C     -   364,811.16  1,828,728.62   sFT  0.99994062   +0 19 19.0
 CW0902;SPC TX C     - 3,270,813.308   198,500.990   MT  1.00003388   -2 44 04.3
 CW0902;SPC TX C     -10,730,993.33    651,248.66   sFT  1.00003388   -2 44 04.3
 CW0902;UTM  13      - 3,540,782.356   439,312.084   MT  0.99964542   -0 20 25.8
 CW0902
 CW0902!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CW0902!SPC NM C     -   0.99975844  x   0.99994062  =   0.99969907
 CW0902!SPC TX C     -   0.99975844  x   1.00003388  =   0.99979231
 CW0902!UTM  13      -   0.99975844  x   0.99964542  =   0.99940394
 CW0902
 CW0902|---------------------------------------------------------------------|
 CW0902| PID    Reference Object                     Distance      Geod. Az  |
 CW0902|                                                           dddmmss.s |
 CW0902| CH7959 RM 1                                 16.030 METERS 09130     |
 CW0902| CH7958 BM AZ MK                                           1544302.8 |
 CW0902| CH8387 RM 2                                 15.113 METERS 29830     |
 CW0902|---------------------------------------------------------------------|
 CW0902
 CW0902                          SUPERSEDED SURVEY CONTROL
 CW0902
 CW0902  NAD 83(1986)-  32 00 05.40506(N)    105 38 33.02716(W) AD(       ) 2
 CW0902  NAD 27      -  32 00 05.01800(N)    105 38 31.14200(W) AD(       ) 2
 CW0902  NGVD 29 (07/19/86) 1560.61   (m)         5120.1    (f) LEVELING    3  
 CW0902
 CW0902.Superseded values are not recommended for survey control.
 CW0902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0902.See file dsdata.txt to determine how the superseded data were derived.
 CW0902
 CW0902_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDR3931240782(NAD 83)
 CW0902_MARKER: P = PIPE CAP
 CW0902_SETTING: 0 = UNSPECIFIED SETTING
 CW0902
 CW0902  HISTORY     - Date     Condition        Report By
 CW0902  HISTORY     - 1943     MONUMENTED       USGS
 CW0902
 CW0902                          STATION DESCRIPTION
 CW0902
 CW0902'DESCRIBED BY US GEOLOGICAL SURVEY 1943 (EHB)
 CW0902'STATION IS ABOUT 300 FEET NE OF A FENCELINE.  IT IS A STANDARD
 CW0902'U.S. GEOLOGICAL SURVEY CAP WHICH IS RIVETED ON THE TOP OF A
 CW0902'3-INCH IRON PIPE PROJECTING 3 FEET ABOVE THE GROUND.  PIPE
 CW0902'HAS BEEN REINFORCED WITH CONCRETE.  NO STAMPING WAS VISIBLE
 CW0902'ON THE MARK.
 CW0902'
 CW0902'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A BURIED
 CW0902'BOULDER FLUSH WITH GROUND.  STAMPED USGS BM 1943.
 CW0902'
 CW0902'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A BURIED BOULDE
 CW0902'FLUSH WITH GROUND.  STAMPED USGS BM 1943.
 CW0902'
 CW0902'AZIMUTH MARK IS A BRONZE DISK SET IN A BURIED BOULDER PROJECTING
 CW0902'3 INCHES ABOVE GROUND.  STAMPED USGS BM 1943.
 CW0902'
 CW0902'TO REACH STATION FROM THE POW WOW HIGHWAY CAMP ON U.S. HIGHWAY
 CW0902'62, GO N ON GRAVEL ROAD 7.1 MILES TO ENTRANCE TO HELMS RANCH.
 CW0902'CONTINUE N FOR 1.0 MILE TO A ROAD LEADING NE.  KEEP STRAIGHT
 CW0902'AHEAD ON MAIN TRAVELED ROAD FOR 4.2 MILES TO THE BOUNDARY
 CW0902'FENCE AND A CATTLEGUARD.  AT THIS POINT TURN E ALONG N SIDE
 CW0902'OF BOUNDARY FENCE FOR 0.8 MILE TO A FENCE AND A GATE ON THE
 CW0902'S IN THE BOUNDARY FENCE.  PASS THROUGH GATE AND CONTINUE ALONG
 CW0902'THE S SIDE OF THE BOUNDARY FENCE FOR ABOUT 6.5 MILES TO
 CW0902'STATION BOUNDARY MONUMENT 12.  CONTINUE E FOR 0.3 MILE TO A
 CW0902'GATE AND A FENCELINE RUNNING N AND S.  PASS THROUGH GATE AND
 CW0902'FOLLOW THE MAIN ROAD FOR 2.7 MILES NE TO A ROAD RUNNING N, TAKE
 CW0902'RIGHT FORK AND FOLLOW FOR 2.9 MILES TO FORKS, TAKE RIGHT
 CW0902'FORK AND PROCEED 0.9 MILE TO A ROAD RUNNING N TO A RANCH
 CW0902'HOUSE.  TURN RIGHT HERE AND PROCEED IN A SE DIRECTION FOR
 CW0902'2.5 MILES TO A FENCELINE.  ROAD TURNS LEFT HERE FOR 0.1 MILE TO
 CW0902'A GATE, GO THROUGH GATE AND FOLLOW THE ROAD E FOR 0.3 MILE
 CW0902'TO WHERE IT PASSES OVER A LOW RIDGE.  STATION IS 300 FEET N
 CW0902'OF THIS POINT AND CAN BE SEEN FROM THE ROAD.
 CW0902'
 CW0902'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1688 ***********************************************************************
 FO1688  DESIGNATION -  BM
 FO1688  PID         -  FO1688
 FO1688  STATE/COUNTY-  NM/SANDOVAL
 FO1688  USGS QUAD   -  COCHITI DAM (1993)
 FO1688
 FO1688                         *CURRENT SURVEY CONTROL
 FO1688  ___________________________________________________________________
 FO1688* NAD 83(1992)-  35 40 01.10669(N)    106 19 02.93082(W)     ADJUSTED  
 FO1688* NAVD 88     -      1756.8    (meters)    5764.     (feet)  VERTCON   
 FO1688  ___________________________________________________________________
 FO1688  LAPLACE CORR-           2.47  (seconds)                    DEFLEC99
 FO1688  GEOID HEIGHT-         -20.03  (meters)                     GEOID03
 FO1688
 FO1688  HORZ ORDER  -  THIRD
 FO1688
 FO1688.The horizontal coordinates were established by classical geodetic methods
 FO1688.and adjusted by the National Geodetic Survey in December 1993..
 FO1688
 FO1688.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1688.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1688
 FO1688.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1688
 FO1688.The geoid height was determined by GEOID03.
 FO1688
 FO1688;                    North         East     Units Scale Factor Converg.
 FO1688;SPC NM C     -   517,567.486   493,890.816   MT  0.99990046   -0 02 21.6
 FO1688;SPC NM C     - 1,698,052.66  1,620,373.45   sFT  0.99990046   -0 02 21.6
 FO1688;UTM  13      - 3,947,811.482   380,757.972   MT  0.99977521   -0 46 05.8
 FO1688
 FO1688!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1688!SPC NM C     -   0.99972748  x   0.99990046  =   0.99962797
 FO1688!UTM  13      -   0.99972748  x   0.99977521  =   0.99950275
 FO1688
 FO1688:                Primary Azimuth Mark                     Grid Az
 FO1688:SPC NM C     -  COCHITI                                  195 46 46.6
 FO1688:UTM  13      -  COCHITI                                  196 30 30.8
 FO1688
 FO1688|---------------------------------------------------------------------|
 FO1688| PID    Reference Object                     Distance      Geod. Az  |
 FO1688|                                                           dddmmss.s |
 FO1688| FO0048 COCHITI                             APPROX. 3.2 KM 1954425.0 |
 FO1688|---------------------------------------------------------------------|
 FO1688
 FO1688                          SUPERSEDED SURVEY CONTROL
 FO1688
 FO1688  NAD 83(1986)-  35 40 01.10967(N)    106 19 02.93448(W) AD(       ) 3
 FO1688  NGVD 29 (09/14/90) 1755.8    (m)         5760.     (f) VERT ANG       
 FO1688
 FO1688.Superseded values are not recommended for survey control.
 FO1688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1688.See file dsdata.txt to determine how the superseded data were derived.
 FO1688
 FO1688_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV8075847811(NAD 83)
 FO1688_MARKER: DB = BENCH MARK DISK
 FO1688_SETTING: 66 = SET IN ROCK OUTCROP
 FO1688_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FO1688
 FO1688  HISTORY     - Date     Condition        Report By
 FO1688  HISTORY     - 1934     MONUMENTED       USFS
 FO1688  HISTORY     - 1952     GOOD             USGS
 FO1688
 FO1688                          STATION DESCRIPTION
 FO1688
 FO1688'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 FO1688'STATION IS LOCATED ON A SCRUB TIMBERED TOP ABOUT 0.5 MI. (AIRLINE) W.
 FO1688'OF THE RIO GRANDE, ABOUT 4.8 MI. NE. OF COCHITI INDIAN PUEBLO.
 FO1688'
 FO1688'TO REACH STATION FROM BRIDGE ACROSS THE RIO GRANDE JUST N. OF PENA
 FO1688'BLANCA, TAKE BLAND RD. 0.3 MI. TO FORKS, THEN TAKE RIGHT FORK AND GO
 FO1688'2.7 MI. TO CURVE AND SIDE RD.  TURN RIGHT OFF MAIN TRAVELED RD. AND
 FO1688'FOLLOW SIDE RD. 0.7 MI. TO FORKS, THEN TAKE RIGHT FORK 1.3 MI. TO
 FO1688'SADDLE.  STATION IS LOCATED ON THE TOP 0.1 MI. N. OF SADDLE.
 FO1688'
 FO1688'RECOVERED BY USGS IN 1952.
 FO1688'
 FO1688'STATION MARK---UNSTAMPED---USBR BM TABLET CEMENTED IN ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1689 ***********************************************************************
 FO1689  DESIGNATION -  BM
 FO1689  PID         -  FO1689
 FO1689  STATE/COUNTY-  NM/SANDOVAL
 FO1689  USGS QUAD   -  COCHITI DAM (1993)
 FO1689
 FO1689                         *CURRENT SURVEY CONTROL
 FO1689  ___________________________________________________________________
 FO1689* NAD 83(1992)-  35 39 23.69441(N)    106 20 21.78712(W)     ADJUSTED  
 FO1689* NAVD 88     -      1719.6    (meters)    5642.     (feet)  VERTCON   
 FO1689  ___________________________________________________________________
 FO1689  LAPLACE CORR-           0.68  (seconds)                    DEFLEC99
 FO1689  GEOID HEIGHT-         -20.11  (meters)                     GEOID03
 FO1689
 FO1689  HORZ ORDER  -  THIRD
 FO1689
 FO1689.The horizontal coordinates were established by classical geodetic methods
 FO1689.and adjusted by the National Geodetic Survey in December 1993..
 FO1689
 FO1689.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1689.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1689
 FO1689.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1689
 FO1689.The geoid height was determined by GEOID03.
 FO1689
 FO1689;                    North         East     Units Scale Factor Converg.
 FO1689;SPC NM C     -   516,416.130   491,906.702   MT  0.99990081   -0 03 07.6
 FO1689;SPC NM C     - 1,694,275.25  1,613,863.90   sFT  0.99990081   -0 03 07.6
 FO1689;UTM  13      - 3,946,685.596   378,759.618   MT  0.99978113   -0 46 51.1
 FO1689
 FO1689!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1689!SPC NM C     -   0.99973333  x   0.99990081  =   0.99963417
 FO1689!UTM  13      -   0.99973333  x   0.99978113  =   0.99951452
 FO1689
 FO1689:                Primary Azimuth Mark                     Grid Az
 FO1689:SPC NM C     -  PENA BLANCA                              172 59 44.4
 FO1689:UTM  13      -  PENA BLANCA                              173 43 27.9
 FO1689
 FO1689|---------------------------------------------------------------------|
 FO1689| PID    Reference Object                     Distance      Geod. Az  |
 FO1689|                                                           dddmmss.s |
 FO1689| FO0948 PENA BLANCA                         APPROX.10.0 KM 1725636.8 |
 FO1689|---------------------------------------------------------------------|
 FO1689
 FO1689                          SUPERSEDED SURVEY CONTROL
 FO1689
 FO1689  NAD 83(1986)-  35 39 23.69687(N)    106 20 21.79046(W) AD(       ) 3
 FO1689  NGVD 29 (09/14/90) 1718.6    (m)         5638.     (f) VERT ANG       
 FO1689
 FO1689.Superseded values are not recommended for survey control.
 FO1689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1689.See file dsdata.txt to determine how the superseded data were derived.
 FO1689
 FO1689_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV7876046686(NAD 83)
 FO1689_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 FO1689_SETTING: 0 = UNSPECIFIED SETTING
 FO1689_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FO1689
 FO1689  HISTORY     - Date     Condition        Report By
 FO1689  HISTORY     - 1928     MONUMENTED       USFS
 FO1689  HISTORY     - 1952     GOOD             USGS
 FO1689
 FO1689                          STATION DESCRIPTION
 FO1689
 FO1689'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 FO1689'FROM BRIDGE ACROSS RIO GRANDE JUST N. OF PENA BLANCA, NEW MEXICO, TAKE
 FO1689'BLAND RD., AT 0.3 MI. TAKE N. FORK, THEN 2.7 MI. TO STATION - 30 FT.
 FO1689'NE. OF RD.
 FO1689'
 FO1689'RECOVERED BY USGS IN 1952.
 FO1689'
 FO1689'STATION MARK--STANDARD USFS TABLET IN CONCRETE POST.  NOT STAMPED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1585 ***********************************************************************
 FO1585  DESIGNATION -  BM 37 CAH
 FO1585  PID         -  FO1585
 FO1585  STATE/COUNTY-  NM/VALENCIA
 FO1585  USGS QUAD   -  CANONCITO SCHOOL (1971)
 FO1585
 FO1585                         *CURRENT SURVEY CONTROL
 FO1585  ___________________________________________________________________
 FO1585* NAD 83(1992)-  35 00 39.68204(N)    107 01 31.14885(W)     ADJUSTED  
 FO1585* NAVD 88     -      1703.42   (+/-2cm)    5588.6    (feet)  VERTCON   
 FO1585  ___________________________________________________________________
 FO1585  LAPLACE CORR-          -2.86  (seconds)                    DEFLEC99
 FO1585  GEOID HEIGHT-         -21.39  (meters)                     GEOID03
 FO1585
 FO1585  HORZ ORDER  -  SECOND
 FO1585  VERT ORDER  -  THIRD ? (See Below)
 FO1585
 FO1585.The horizontal coordinates were established by classical geodetic methods
 FO1585.and adjusted by the National Geodetic Survey in December 1993..
 FO1585
 FO1585.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1585.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1585.The vertical order pertains to the NGVD 29 superseded value.
 FO1585
 FO1585.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1585
 FO1585.The geoid height was determined by GEOID03.
 FO1585
 FO1585;                    North         East     Units Scale Factor Converg.
 FO1585;SPC NM C     -   445,071.665   429,238.361   MT  0.99996169   -0 26 41.4
 FO1585;SPC NM C     - 1,460,205.95  1,408,259.52   sFT  0.99996169   -0 26 41.4
 FO1585;SPC NM W     -   445,102.742   903,746.942   MT  0.99998367   +0 27 49.0
 FO1585;SPC NM W     - 1,460,307.91  2,965,043.09   sFT  0.99998367   +0 27 49.0
 FO1585;UTM  13      - 3,876,139.865   315,197.806   MT  1.00002092   -1 09 44.4
 FO1585
 FO1585!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1585!SPC NM C     -   0.99973605  x   0.99996169  =   0.99969775
 FO1585!SPC NM W     -   0.99973605  x   0.99998367  =   0.99971972
 FO1585!UTM  13      -   0.99973605  x   1.00002092  =   0.99975696
 FO1585
 FO1585:                Primary Azimuth Mark                     Grid Az
 FO1585:SPC NM C     -  I40 50                                   068 55 32.3
 FO1585:SPC NM W     -  I40 50                                   068 01 01.9
 FO1585:UTM  13      -  I40 50                                   069 38 35.3
 FO1585
 FO1585|---------------------------------------------------------------------|
 FO1585| PID    Reference Object                     Distance      Geod. Az  |
 FO1585|                                                           dddmmss.s |
 FO1585| FO1584 I40 50                              APPROX. 1.4 KM 0682850.9 |
 FO1585|---------------------------------------------------------------------|
 FO1585
 FO1585                          SUPERSEDED SURVEY CONTROL
 FO1585
 FO1585  NAD 83(1986)-  35 00 39.68599(N)    107 01 31.14997(W) AD(       ) 2
 FO1585  NAD 27      -  35 00 39.51802(N)    107 01 29.02673(W) AD(       ) 2
 FO1585  NGVD 29 (07/19/86) 1702.60   (m)         5585.9    (f) LEVELING    3  
 FO1585
 FO1585.Superseded values are not recommended for survey control.
 FO1585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1585.See file dsdata.txt to determine how the superseded data were derived.
 FO1585
 FO1585_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU1519876140(NAD 83)
 FO1585_MARKER: DD = SURVEY DISK
 FO1585_SETTING: 0 = UNSPECIFIED SETTING
 FO1585
 FO1585  HISTORY     - Date     Condition        Report By
 FO1585  HISTORY     - 1971     MONUMENTED       USGS
 FO1585
 FO1585                          STATION DESCRIPTION
 FO1585
 FO1585'DESCRIBED BY US GEOLOGICAL SURVEY 1971 (RGL)
 FO1585'THE STATION IS LOCATED ABOUT 5 MILES WEST OF THE BRIDGE ACROSS THE
 FO1585'RIO PUERCO ON INTERSTATE HIGHWAY 40.
 FO1585'
 FO1585'TO REACH THE STATION FROM THE RIO PUERCO BRIDGE ON INTERSTATE
 FO1585'HIGHWAY 40, GO 4.9 MILES WEST ON INTERSTATE HIGHWAY 40 TO THE
 FO1585'STATION ON THE LEFT.
 FO1585'
 FO1585'THE STATION IS LOCATED ON TOP OF A CUT, ON THE SOUTH SIDE OF THE
 FO1585'HIGHWAY, 5 FEET NORTH OF THE SOUTH RIGHT OF WAY FENCE AND 3 FEET
 FO1585'WEST OF A 4 IN X 4 IN POST 2 FEET HIGH.
 FO1585'
 FO1585'THE MONUMENT IS A U.S. GEOLOGICAL SURVEY STANDARD DISC, STAMPED
 FO1585'U.S.G.S. B.M. NO. 37CAH, 1952, SET IN CONCRETE, 0.5 FEET ABOVE THE
 FO1585'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0686 ***********************************************************************
 GM0686  DESIGNATION -  BOB
 GM0686  PID         -  GM0686
 GM0686  STATE/COUNTY-  NM/HARDING
 GM0686  USGS QUAD   -  ABBOTT LAKE (1971)
 GM0686
 GM0686                         *CURRENT SURVEY CONTROL
 GM0686  ___________________________________________________________________
 GM0686* NAD 83(1992)-  36 07 34.33827(N)    104 15 40.12971(W)     ADJUSTED  
 GM0686* NAVD 88     -      1897.7    (meters)    6226.     (feet)  VERTCON   
 GM0686  ___________________________________________________________________
 GM0686  LAPLACE CORR-           0.03  (seconds)                    DEFLEC99
 GM0686  GEOID HEIGHT-         -19.21  (meters)                     GEOID03
 GM0686
 GM0686  HORZ ORDER  -  FIRST
 GM0686
 GM0686.The horizontal coordinates were established by classical geodetic methods
 GM0686.and adjusted by the National Geodetic Survey in December 1993..
 GM0686
 GM0686.The NAVD 88 height was computed by applying the VERTCON shift value to
 GM0686.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GM0686
 GM0686.The Laplace correction was computed from DEFLEC99 derived deflections.
 GM0686
 GM0686.The geoid height was determined by GEOID03.
 GM0686
 GM0686;                    North         East     Units Scale Factor Converg.
 GM0686;SPC NM E     -   568,522.808   171,497.597   MT  0.99990961   +0 02 33.2
 GM0686;SPC NM E     - 1,865,228.58    562,655.03   sFT  0.99990961   +0 02 33.2
 GM0686;UTM  13      - 3,998,199.331   566,485.355   MT  0.99965446   +0 26 08.2
 GM0686
 GM0686!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GM0686!SPC NM E     -   0.99970526  x   0.99990961  =   0.99961490
 GM0686!UTM  13      -   0.99970526  x   0.99965446  =   0.99935982
 GM0686
 GM0686:                Primary Azimuth Mark                     Grid Az
 GM0686:SPC NM E     -  EDNA                                     032 06 03.1
 GM0686:UTM  13      -  EDNA                                     031 42 28.1
 GM0686
 GM0686|---------------------------------------------------------------------|
 GM0686| PID    Reference Object                     Distance      Geod. Az  |
 GM0686|                                                           dddmmss.s |
 GM0686| GM0685 EDNA                                APPROX. 9.4 KM 0320836.3 |
 GM0686| CM8463 BOB AZ MK                                          1675813.4 |
 GM0686| CM8464 BOB RM 1                              6.642 METERS 17253     |
 GM0686| CM8465 BOB RM 2                              8.217 METERS 26748     |
 GM0686|---------------------------------------------------------------------|
 GM0686
 GM0686                          SUPERSEDED SURVEY CONTROL
 GM0686
 GM0686  NAD 83(1986)-  36 07 34.34616(N)    104 15 40.12744(W) AD(       ) 1
 GM0686  NAD 27      -  36 07 34.22900(N)    104 15 38.20030(W) AD(       ) 1
 GM0686  NGVD 29 (07/19/86) 1896.9    (m)         6223.     (f) VERT ANG       
 GM0686
 GM0686.Superseded values are not recommended for survey control.
 GM0686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0686.See file dsdata.txt to determine how the superseded data were derived.
 GM0686
 GM0686_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEV6648598199(NAD 83)
 GM0686_MARKER: DS = TRIANGULATION STATION DISK
 GM0686_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GM0686
 GM0686  HISTORY     - Date     Condition        Report By
 GM0686  HISTORY     - 1960     MONUMENTED       CGS
 GM0686  HISTORY     - 1978     GOOD             NGS
 GM0686
 GM0686                          STATION DESCRIPTION
 GM0686
 GM0686'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (HWK)
 GM0686'THE STATION IS APPROXIMATELY 13 MILES NORTH AND 3-1/2 MILES
 GM0686'WEST OF ROY, IN THE NORTHEAST QUARTER OF SECTION 22, T 22 N,
 GM0686'R 25 E, ON PROPERTY OWNED BY MR. ROBERT MAIN.
 GM0686'
 GM0686'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS
 GM0686'120 AND 39 IN ROY, GO NORTHERLY ON HIGHWAY 39 FOR 10.2 MILES TO
 GM0686'A SIDE ROAD ON THE LEFT LEADING TO MILLS.  CONTINUE NORTH, ON
 GM0686'HIGHWAY 39 FOR 2 MILES TO A ROAD-SIDE PARK ON THE LEFT.  CONTINUE
 GM0686'NORTH, 0.2 MILE TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE NORTH,
 GM0686'0.5 MILE TO A WIRE GATE ON THE LEFT.  TURN LEFT THROUGH GATE,
 GM0686'THEN GO SOUTHERLY 0.15 MILE TO THE TOP OF A SMALL MOUND AND THE
 GM0686'STATION.
 GM0686'
 GM0686'STATION MARKS ARE STANDARD DISKS STAMPED BOB 1960.  THE SURFACE
 GM0686'DISK IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.
 GM0686'IT IS ABOUT 0.1 MILE SOUTHWEST OF HIGHWAY 39 AND IN THE CENTER
 GM0686'OF THE SMALL MOUND.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR
 GM0686'MASS OF CONCRETE 32 INCHES BELOW THE SURFACE OF THE GROUND.
 GM0686'
 GM0686'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED BOB NO 1 1960, IS
 GM0686'SET IN A SQUARE CONCRETE POST WHICH IS FLUSH WITH THE SURFACE OF
 GM0686'THE GROUND.  IT IS AT THE SOUTHEAST EDGE OF THE MOUND AND ABOUT
 GM0686'18 INCHES LOWER THAN THE STATION.
 GM0686'
 GM0686'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED BOB NO 2 1960, IS
 GM0686'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS AT
 GM0686'THE SOUTHWEST SIDE OF THE MOUND AND ABOUT 3 FEET LOWER THAN THE
 GM0686'STATION.
 GM0686'
 GM0686'AZIMUTH MARK, A STANDARD DISK STAMPED BOB 1960, IS SET IN A SQUARE
 GM0686'CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS 40 FEET WEST OF
 GM0686'THE CENTER OF HIGHWAY 39, 2 FEET NORTH OF A METAL WITNESS POST
 GM0686'AND 1 FOOT WEST OF A FENCE.
 GM0686'
 GM0686'NOTE--REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
 GM0686
 GM0686                          STATION RECOVERY (1978)
 GM0686
 GM0686'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 GM0686'ALL MARKS WERE RECOVERED IN GOOD CONDITION.  THE AZIMUTH MARK WAS
 GM0686'MOVED AT THIS TIME DUE TO FUTURE HIGHWAY CONSTRUCTION.  DISTANCE AND
 GM0686'DIRECTION TO REFERENCE MARKS COMPARED FAVORABLY WITH PREVIOUS DATA.
 GM0686'
 GM0686'STATION IS REACHED FROM THE JUNCTION OF STATE HIGHWAYS 56, 99 AND
 GM0686'U.S. HIGHWAY 85 IN SPRINGER.  GO EAST ON STATE HIGHWAY 56 FOR 19.75
 GM0686'MILES TO THE JUNCTION WITH STATE HIGHWAY 39.  TURN RIGHT AND GO SOUTH
 GM0686'ON HIGHWAY 39 FOR 6.15 MILES TO THE COLFAX-HARDING COUNTY LINE,
 GM0686'CONTINUE AHEAD ON HIGHWAY 39 FOR 6.3 MILES TO A WIRE GATE ON
 GM0686'RIGHT.  TURN RIGHT, PASS THROUGH GATE AND GO SOUTHERLY ACROSS OPEN
 GM0686'PASTURE FOR 0.15 MILE, TOP OF RISE AND STATION.
 GM0686'
 GM0686'AZIMUTH MARK IS REACHED FROM THE WIRE GATE MENTIONED ABOVE.  GO
 GM0686'SOUTHEASTERLY ON HIGHWAY 39 FOR 0.55 MILE TO A POWER LINE POLE AND
 GM0686'MARK ON THE LEFT.  POWER POLE IS 4TH POLE NORTH OF A GRAVELED ROAD
 GM0686'WHICH LEADS EAST FROM HIGHWAY 39.
 GM0686'
 GM0686'STATION IS A STANDARD DISK, STAMPED---BOB 1960---SET IN THE TOP OF
 GM0686'A SQUARE CONCRETE MONUMENT PROJECTING ABOUT 4 INCHES.
 GM0686'
 GM0686'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED---BOB NO 1 1960---SET
 GM0686'IN THE TOP OF A SQUARE CONCRETE MONUMENT FLUSH WITH GROUND.  MARK IS
 GM0686'ABOUT 1 FOOT LOWER IN ELEVATION THAN STATION MARK.
 GM0686'
 GM0686'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED---BOB NO 2 1960---SET
 GM0686'IN THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTING ABOUT 4
 GM0686'INCHES.  MARK IS ABOUT 3 FEET LOWER ELEVATION THAN STATION MARK.
 GM0686'
 GM0686'AZIMUTH MARK IS A STANDARD DISK, STAMPED---BOB 1960 1978---SET IN
 GM0686'THE TOP OF A ROUND CONCRETE MONUMENT PROJECTING ABOUT 3 INCHES, 48
 GM0686'FEET EAST OF CENTER OF HIGHWAY 39, 9 FEET EAST OF THE EAST HIGHWAY
 GM0686'RIGHT-OF-WAY FENCE, 3 FEET NORTH OF A POWER LINE POLE, 3 FEET SOUTH
 GM0686'OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0450 ***********************************************************************
 GN0450  DESIGNATION -  BODE
 GN0450  PID         -  GN0450
 GN0450  STATE/COUNTY-  NM/RIO ARRIBA
 GN0450  USGS QUAD   -  ABIQUIU (1995)
 GN0450
 GN0450                         *CURRENT SURVEY CONTROL
 GN0450  ___________________________________________________________________
 GN0450* NAD 83(1992)-  36 12 41.86702(N)    106 15 18.94533(W)     ADJUSTED  
 GN0450* NAVD 88     -      1809.3    (meters)    5936.     (feet)  VERTCON   
 GN0450  ___________________________________________________________________
 GN0450  LAPLACE CORR-          -1.61  (seconds)                    DEFLEC99
 GN0450  GEOID HEIGHT-         -18.82  (meters)                     GEOID03
 GN0450
 GN0450  HORZ ORDER  -  SECOND
 GN0450
 GN0450.The horizontal coordinates were established by classical geodetic methods
 GN0450.and adjusted by the National Geodetic Survey in December 1993..
 GN0450
 GN0450.The NAVD 88 height was computed by applying the VERTCON shift value to
 GN0450.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GN0450
 GN0450.The Laplace correction was computed from DEFLEC99 derived deflections.
 GN0450
 GN0450.The geoid height was determined by GEOID03.
 GN0450
 GN0450;                    North         East     Units Scale Factor Converg.
 GN0450;SPC NM C     -   577,993.193   499,526.824   MT  0.99990000   -0 00 11.2
 GN0450;SPC NM C     - 1,896,299.33  1,638,864.26   sFT  0.99990000   -0 00 11.2
 GN0450;UTM  13      - 4,008,151.960   387,166.460   MT  0.99975687   -0 44 29.9
 GN0450
 GN0450!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GN0450!SPC NM C     -   0.99971908  x   0.99990000  =   0.99961911
 GN0450!UTM  13      -   0.99971908  x   0.99975687  =   0.99947602
 GN0450
 GN0450|---------------------------------------------------------------------|
 GN0450| PID    Reference Object                     Distance      Geod. Az  |
 GN0450|                                                           dddmmss.s |
 GN0450| CD3164 BODE RM 1                            22.468 METERS 01041     |
 GN0450| CD3163 BODE AZ MK                                         2750333.0 |
 GN0450| CD3165 BODE RM 2                            24.397 METERS 27954     |
 GN0450|---------------------------------------------------------------------|
 GN0450
 GN0450                          SUPERSEDED SURVEY CONTROL
 GN0450
 GN0450  NAD 83(1986)-  36 12 41.87069(N)    106 15 18.95073(W) AD(       ) 2
 GN0450  NAD 27      -  36 12 41.79950(N)    106 15 16.85800(W) AD(       ) 2
 GN0450  NGVD 29 (07/19/86) 1808.2    (m)         5932.     (f) VERT ANG       
 GN0450
 GN0450.Superseded values are not recommended for survey control.
 GN0450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0450.See file dsdata.txt to determine how the superseded data were derived.
 GN0450
 GN0450_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCA8716608152(NAD 83)
 GN0450_MARKER: DS = TRIANGULATION STATION DISK
 GN0450_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GN0450
 GN0450  HISTORY     - Date     Condition        Report By
 GN0450  HISTORY     - 1945     MONUMENTED       CGS
 GN0450  HISTORY     - 1953     GOOD             CGS
 GN0450
 GN0450                          STATION DESCRIPTION
 GN0450
 GN0450'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (CAE)
 GN0450'STATION IS LOCATED IN THE NW CORNER OF THE INTERSECTION OF
 GN0450'U.S. HIGHWAY 84 AND STATE HIGHWAY 96, ABOUT 200 FEET N OF THE
 GN0450'INTERSECTION, AND ABOUT 50 FEET NW OF HIGHWAY 96.
 GN0450'
 GN0450'STATION MARK IS A BRONZE STATION DISK STAMPED BODE 1945 AND SET
 GN0450'IN A 10-INCH SQUARE CONCRETE POST PROJECTING ABOUT 2 INCHES
 GN0450'ABOVE THE GROUND.  IT IS 8 FEET NE OF A WHITE 4- BY 4-INCH
 GN0450'WITNESS POST.  UNDERGROUND MARK IS A BRONZE STATION DISK IN
 GN0450'CONCRETE.
 GN0450'
 GN0450'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK STAMPED BODE NO
 GN0450'1 1945 AND SET IN A 10-INCH SQUARE CONCRETE POST PROJECTING
 GN0450'ABOUT 2 INCHES ABOVE THE GROUND.  IT IS NE OF THE STATION AND
 GN0450'ABOUT 1 FOOT LOWER.
 GN0450'
 GN0450'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK STAMPED BODE
 GN0450'NO 2 1945 AND SET IN A 10-INCH SQUARE CONCRETE POST PROJECTING
 GN0450'ABOUT 3 INCHES ABOVE THE GROUND.  IT IS NW OF THE STATION
 GN0450'AND ABOUT 1 FOOT LOWER.
 GN0450'
 GN0450'THE AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN A 10-INCH
 GN0450'SQUARE CONCRETE POST STAMPED BODE 1945 AND PROJECTING ABOUT
 GN0450'2 INCHES ABOVE THE GROUND.  IT IS 49 FEET SSW OF THE CENTER
 GN0450'LINE OF U.S. HIGHWAY 84, 1.4 FEET NNW OF A BARBED-WIRE FENCE,
 GN0450'5.3 FEET SSE OF A 4- BY 4-INCH WHITE WITNESS POST, AND ABOUT
 GN0450'1/4 MILE W OF THE STATION.
 GN0450
 GN0450                          STATION RECOVERY (1953)
 GN0450
 GN0450'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (LBO)
 GN0450'RECOVERED AS DESCRIBED, ALL MARKS IN GOOD CONDITION.  DESCRIPTION
 GN0450'ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1488 ***********************************************************************
 FO1488  DESIGNATION -  BODEGA
 FO1488  PID         -  FO1488
 FO1488  STATE/COUNTY-  NM/SANDOVAL
 FO1488  USGS QUAD   -  LOMA CRESTON (1970)
 FO1488
 FO1488                         *CURRENT SURVEY CONTROL
 FO1488  ___________________________________________________________________
 FO1488* NAD 83(1992)-  35 33 57.38229(N)    106 36 03.00149(W)     ADJUSTED  
 FO1488* NAVD 88     -      2118.1    (meters)    6949.     (feet)  VERTCON   
 FO1488  ___________________________________________________________________
 FO1488  LAPLACE CORR-          -0.21  (seconds)                    DEFLEC99
 FO1488  GEOID HEIGHT-         -20.41  (meters)                     GEOID03
 FO1488
 FO1488  HORZ ORDER  -  SECOND
 FO1488
 FO1488.The horizontal coordinates were established by classical geodetic methods
 FO1488.and adjusted by the National Geodetic Survey in December 1993..
 FO1488
 FO1488.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1488.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1488
 FO1488.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1488
 FO1488.The geoid height was determined by GEOID03.
 FO1488
 FO1488;                    North         East     Units Scale Factor Converg.
 FO1488;SPC NM C     -   506,413.164   468,198.218   MT  0.99991246   -0 12 14.6
 FO1488;SPC NM C     - 1,661,457.19  1,536,080.32   sFT  0.99991246   -0 12 14.6
 FO1488;UTM  13      - 3,936,985.500   354,928.016   MT  0.99985935   -0 55 52.6
 FO1488
 FO1488!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1488!SPC NM C     -   0.99967086  x   0.99991246  =   0.99958335
 FO1488!UTM  13      -   0.99967086  x   0.99985935  =   0.99953026
 FO1488
 FO1488|---------------------------------------------------------------------|
 FO1488| PID    Reference Object                     Distance      Geod. Az  |
 FO1488|                                                           dddmmss.s |
 FO1488| CD3167 BODEGA RM 2                          10.756 METERS 01413     |
 FO1488| CD3166 BODEGA RM 1                          16.590 METERS 13232     |
 FO1488| FO1564 CABEZON CAIRN                       APPROX.45.0 KM 2745315.8 |
 FO1488| FO1492 PAJARITO PK MT ST TT MICROWAVE      APPROX.27.4 KM 3013946.5 |
 FO1488|---------------------------------------------------------------------|
 FO1488
 FO1488                          SUPERSEDED SURVEY CONTROL
 FO1488
 FO1488  NAD 83(1986)-  35 33 57.38681(N)    106 36 03.00397(W) AD(       ) 2
 FO1488  NAD 27      -  35 33 57.27780(N)    106 36 00.89160(W) AD(       ) 2
 FO1488  NGVD 29 (07/19/86) 2117.1    (m)         6946.     (f) VERT ANG       
 FO1488
 FO1488.Superseded values are not recommended for survey control.
 FO1488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1488.See file dsdata.txt to determine how the superseded data were derived.
 FO1488
 FO1488_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV5492836985(NAD 83)
 FO1488_MARKER: DS = TRIANGULATION STATION DISK
 FO1488_SETTING: 80 = SET IN A BOULDER
 FO1488_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 FO1488
 FO1488  HISTORY     - Date     Condition        Report By
 FO1488  HISTORY     - 1958     MONUMENTED       CGS
 FO1488
 FO1488                          STATION DESCRIPTION
 FO1488
 FO1488'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (CAA)
 FO1488'THE STATION IS LOCATED ABOUT 10 MILES EAST OF SAN YSIDRO AND
 FO1488'8 MILES NORTHEAST OF ZIA PUEBLO, ABOUT 75 YARDS SOUTH OF THE
 FO1488'NORTH END AND 26 FEET EAST OF THE WEST EDGE OF A CONSPICUOUS
 FO1488'BUTTE WHICH HAS A SMALL SADDLE AND A SMALLER OFFSET BUTTE
 FO1488'AT THE SOUTH END.  THE MARK IS SET IN A BOULDER WHICH MEASURES
 FO1488'ABOUT 3 FEET IN DIAMETER AND PROJECTS 6 INCHES.  IT IS STAMPED
 FO1488'BODEGA 1958.
 FO1488'
 FO1488'REFERENCE MARK NO. 1 IS ABOUT 2 FEET LOWER THAN THE STATION.
 FO1488'IT IS SET IN A BOULDER WHICH MEASURES ABOUT 6 FEET IN DIAMETER
 FO1488'AND PROJECTS 6 INCHES.  THE MARK IS STAMPED BODEGA NO 1 1958.
 FO1488'
 FO1488'REFERENCE MARK NO. 2 IS 23 FEET EAST OF THE WEST EDGE OF THE BUTTE
 FO1488'AND IS SET IN AN OVAL SHAPED BOULDER WHICH MEASURES ABOUT 3 FEET
 FO1488'ACROSS AND PROJECTS 2 FEET.  THE MARK IS STAMPED BODEGA NO 2 1958.
 FO1488'
 FO1488'THE CABEZON (USGS) (CAIRN) MAY BE USED AS AN AZIMUTH MARK.
 FO1488'
 FO1488'TO REACH THE STATION FROM THE CLOVERLEAF INTERSECTION OF STATE
 FO1488'HIGHWAY 422 AND STATE HIGHWAY 44 AT THE NORTHEAST EDGE OF
 FO1488'BERNALILLO, GO WEST ON HIGHWAY 44 FOR 0.6 MILE TO THE INTERSECTION
 FO1488'WITH U.S. HIGHWAY 85, CROSS HIGHWAY 85 AND CONTINUE ON HIGHWAY
 FO1488'44 NORTHWESTERLY, FOR 17.55 MILES TO A GRADED SIDE ROAD RIGHT
 FO1488'AND SIGN, ZIA PUEBLO, TURN RIGHT ON THE GRADED ROAD AND GO 0.65
 FO1488'MILE TO A FORKS AT THE BASE OF THE HILL ON WHICH THE ZIA PUEBLO
 FO1488'IS LOCATED.  FOLLOW THE RIGHT FORK ACROSS A LARGE WASH AND UP
 FO1488'ONTO A RIDGE, ON THE MAIN BLADED ROAD, EAST AND NORTHEAST,
 FO1488'FOR 7.8 MILES TO A WIRE GATE NEAR A WINDMILL AND WATER TANK.
 FO1488'GO THROUGH THE GATE AND FOLLOW THE MAIN BLADED ROAD FOR 1.3
 FO1488'MILES TO A TRACK ROAD LEFT.  TURN LEFT ON THE TRACK AND GO 1
 FO1488'MILE TO A DIM TRACK ROAD LEFT ON THE CREST OF A SMALL KNOLL,
 FO1488'TURN LEFT AND FOLLOW THE DIM TRACK ROAD NORTHWESTERLY
 FO1488'TOWARD THE BASE OF A LONG LOW NORTH-SOUTH RIDGE FOR 0.4
 FO1488'MILE AND THE END OF TRUCK TRAVEL.  PACK NORTH FOR ABOUT
 FO1488'150 YARDS, THEN TURN LEFT AND GO THROUGH A GAP IN THE RIDGE,
 FO1488'THEN TURN TO THE RIGHT AND PACK AROUND THE NORTHEAST END OF
 FO1488'A BOX CANYON, THEN BEAR LEFT, WESTERLY, AND PACK TO THE NORTH
 FO1488'END OF THE SADDLE OF THE STATION BUTTE, BEAR RIGHT AND
 FO1488'CONTINUE NORTH ALONG THE TOP OF THE BUTTE TO THE STATION
 FO1488'AS DESCRIBED.
 FO1488'
 FO1488'IT IS A 30 MINUTE PACK.  A SIX-FOOT STAND WAS USED FOR
 FO1488'OBSERVATIONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1428 ***********************************************************************
 CX1428  DESIGNATION -  BOEING RAMP
 CX1428  PID         -  CX1428
 CX1428  STATE/COUNTY-  NM/OTERO
 CX1428  USGS QUAD   -  MALONE DRAW (1981)
 CX1428
 CX1428                         *CURRENT SURVEY CONTROL
 CX1428  ___________________________________________________________________
 CX1428* NAD 83(1992)-  32 53 22.77693(N)    106 07 29.13259(W)     ADJUSTED  
 CX1428* NAVD 88     -      1243.     (meters)    4078.     (feet)  VERTCON   
 CX1428  ___________________________________________________________________
 CX1428  LAPLACE CORR-           5.00  (seconds)                    DEFLEC99
 CX1428  GEOID HEIGHT-         -22.83  (meters)                     GEOID03
 CX1428
 CX1428  HORZ ORDER  -  SECOND
 CX1428
 CX1428.The horizontal coordinates were established by classical geodetic methods
 CX1428.and adjusted by the National Geodetic Survey in December 1993..
 CX1428
 CX1428.The NAVD 88 height was computed by applying the VERTCON shift value to
 CX1428.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CX1428
 CX1428.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1428
 CX1428.The geoid height was determined by GEOID03.
 CX1428
 CX1428;                    North         East     Units Scale Factor Converg.
 CX1428;SPC NM C     -   209,522.659   511,717.548   MT  0.99990169   +0 04 04.8
 CX1428;SPC NM C     -   687,408.92  1,678,859.99   sFT  0.99990169   +0 04 04.8
 CX1428;UTM  13      - 3,639,615.554   394,796.313   MT  0.99973647   -0 36 39.0
 CX1428
 CX1428!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1428!SPC NM C     -   0.99980853  x   0.99990169  =   0.99971024
 CX1428!UTM  13      -   0.99980853  x   0.99973647  =   0.99954505
 CX1428
 CX1428                          SUPERSEDED SURVEY CONTROL
 CX1428
 CX1428  NAD 83(1986)-  32 53 22.78457(N)    106 07 29.13461(W) AD(       ) 2
 CX1428  NAD 27      -  32 53 22.46700(N)    106 07 27.16350(W) AD(       ) 2
 CX1428  NGVD 29 (07/19/86) 1242.     (m)         4075.     (f) VERT ANG       
 CX1428
 CX1428.Superseded values are not recommended for survey control.
 CX1428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1428.See file dsdata.txt to determine how the superseded data were derived.
 CX1428
 CX1428_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS9479639616(NAD 83)
 CX1428_MARKER: DD = SURVEY DISK
 CX1428_SETTING: 0 = UNSPECIFIED SETTING
 CX1428_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX1428
 CX1428  HISTORY     - Date     Condition        Report By
 CX1428  HISTORY     - 1952     MONUMENTED       USAF
 CX1428
 CX1428                          STATION DESCRIPTION
 CX1428
 CX1428'DESCRIBED BY US AIR FORCE 1952
 CX1428'THE STATION MONUMENT 4 HAFB IS LOCATED IN THE NW SECTION OF HOLLOMAN
 CX1428'AIR FORCE BASE, 140 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF
 CX1428'A CONCRETE BLOCK HOUSE, 90 FEET NORTHWEST OF THE CENTER OF A
 CX1428'FORK IN ROAD AND 35 FEET WEST OF THE CENTER OF A HARD SURFACED
 CX1428'ROAD.  IT IS A BRONZE DISK SET IN THE TOP OF A 4 INCH SQUARE
 CX1428'CONCRETE POST FLUSH WITH THE GROUND SURFACE AND IS STAMPED
 CX1428'MONUMENT 4 HAFB 1948.
 CX1428'
 CX1428'TO REACH THE STATION FROM THE MAIN GATE OF HOLLOMAN AIR FORCE
 CX1428'BASE, GO NORTH FOR 0.75 MILE TO NEW MEXICO AVENUE, TURN LEFT
 CX1428'AND GO WEST FOR 1.6 MILES TO A FORK AND GUARD STATION.  TAKE
 CX1428'LEFT FORK AND GO NORTHWEST AND NORTH FOR 1.8 MILES TO A FORK,
 CX1428'TAKE LEFT FORK AND GO WEST AND NORTH FOR 1.6 MILES TO A
 CX1428'CROSSROAD, CONTINUE NORTH FOR 0.85 MILE TO A FORK, TAKE RIGHT
 CX1428'FORK AND CONTINUE NORTH FOR 0.1 MILE TO ANOTHER FORK AND
 CX1428'STATION JUST NORTHWEST AS DESCRIBED.  TAKE RIGHT FORK AND
 CX1428'
 CX1428'REFERENCE MARK NO. 2 IS NEAR THE CENTER OF A LARGE CONCRETE APRON.
 CX1428'IT IS A BRONZE DISK CEMENTED IN A DRILL HOLE IN CONCRETE APRON
 CX1428'AND IS STAMPED BOEING RAMP REF MARK CENTER 2 FT HAFB INSTN 1948.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0775 ***********************************************************************
 CW0775  DESIGNATION -  BOGLE
 CW0775  PID         -  CW0775
 CW0775  STATE/COUNTY-  NM/EDDY
 CW0775  USGS QUAD   -  MARTHA CREEK (1978)
 CW0775
 CW0775                         *CURRENT SURVEY CONTROL
 CW0775  ___________________________________________________________________
 CW0775* NAD 83(1992)-  32 22 32.88847(N)    104 33 15.70671(W)     ADJUSTED  
 CW0775* NAVD 88     -      1419.     (meters)    4656.     (feet)  VERTCON   
 CW0775  ___________________________________________________________________
 CW0775  LAPLACE CORR-          -4.73  (seconds)                    DEFLEC99
 CW0775  GEOID HEIGHT-         -23.22  (meters)                     GEOID03
 CW0775
 CW0775  HORZ ORDER  -  SECOND
 CW0775
 CW0775.The horizontal coordinates were established by classical geodetic methods
 CW0775.and adjusted by the National Geodetic Survey in December 1993..
 CW0775
 CW0775.The NAVD 88 height was computed by applying the VERTCON shift value to
 CW0775.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CW0775
 CW0775.The Laplace correction was computed from DEFLEC99 derived deflections.
 CW0775
 CW0775.The geoid height was determined by GEOID03.
 CW0775
 CW0775;                    North         East     Units Scale Factor Converg.
 CW0775;SPC NM E     -   152,558.486   144,201.720   MT  0.99991442   -0 07 06.1
 CW0775;SPC NM E     -   500,518.97    473,101.81   sFT  0.99991442   -0 07 06.1
 CW0775;UTM  13      - 3,582,179.082   541,920.390   MT  0.99962167   +0 14 19.1
 CW0775
 CW0775!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CW0775!SPC NM E     -   0.99978096  x   0.99991442  =   0.99969540
 CW0775!UTM  13      -   0.99978096  x   0.99962167  =   0.99940272
 CW0775
 CW0775:                Primary Azimuth Mark                     Grid Az
 CW0775:SPC NM E     -  BOGLE AZ MK                              002 25 27.3
 CW0775:UTM  13      -  BOGLE AZ MK                              002 04 02.1
 CW0775
 CW0775|---------------------------------------------------------------------|
 CW0775| PID    Reference Object                     Distance      Geod. Az  |
 CW0775|                                                           dddmmss.s |
 CW0775| CH8434 BOGLE AZ MK                                        0021821.2 |
 CW0775| CH8435 BOGLE RM 1                           12.352 METERS 25728     |
 CW0775| CH9948 HENDERSON WINDMILL                                 3152716.2 |
 CW0775| CH8436 BOGLE RM 2                            2.867 METERS 35858     |
 CW0775|---------------------------------------------------------------------|
 CW0775
 CW0775                          SUPERSEDED SURVEY CONTROL
 CW0775
 CW0775  NAD 83(1986)-  32 22 32.89079(N)    104 33 15.70241(W) AD(       ) 2
 CW0775  NAD 27      -  32 22 32.48800(N)    104 33 13.85200(W) AD(       ) 2
 CW0775  NGVD 29 (07/19/86) 1418.     (m)         4652.     (f) VERT ANG       
 CW0775
 CW0775.Superseded values are not recommended for survey control.
 CW0775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0775.See file dsdata.txt to determine how the superseded data were derived.
 CW0775
 CW0775_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SER4192082179(NAD 83)
 CW0775_MARKER: DD = SURVEY DISK
 CW0775_SETTING: 66 = SET IN ROCK OUTCROP
 CW0775_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CW0775+SATELLITE: SATELLITE OBSERVATIONS - March 20, 2001
 CW0775
 CW0775  HISTORY     - Date     Condition        Report By
 CW0775  HISTORY     - 1944     MONUMENTED       USGS
 CW0775  HISTORY     - 20010320 GOOD             INDIV
 CW0775
 CW0775                          STATION DESCRIPTION
 CW0775
 CW0775'DESCRIBED BY US GEOLOGICAL SURVEY 1944 (EHB)
 CW0775'STATION IS LOCATED ON THE HIGHEST POINT OF A PROMINENT RIDGE ABOUT
 CW0775'19 MILES AIRLINE SW OF CARLSBAD, AND ABOUT 1-1/2 MILES SE OF THE
 CW0775'MEMBOSA RANCH BUILDINGS.
 CW0775'
 CW0775'STATION MARK IS A U.S.G.S. STATION DISK WEDGED IN A DRILL HOLE
 CW0775'IN OUTCROPPING BEDROCK FLUSH WITH THE GROUND.  STAMPED BOGLE
 CW0775'VA BM 4651.
 CW0775'
 CW0775'REFERENCE MARK 1 IS A U.S.G.S. REFERENCE DISK WEDGED IN A
 CW0775'DRILL HOLE IN OUTCROPPING BEDROCK FLUSH WITH THE GROUND, AND ABOUT
 CW0775'16 INCHES BELOW THE STATION.  STAMPED NO 1.
 CW0775'
 CW0775'REFERENCE MARK 2 IS A U.S.G.S. REFERENCE DISK WEDGED IN A
 CW0775'DRILL HOLE IN OUTCROPPING BEDROCK FLUSH WITH THE GROUND, AND ABOUT
 CW0775'6 INCHES BELOW THE STATION.  STAMPED NO 2.
 CW0775'
 CW0775'THE AZIMUTH MARK IS ABOUT 1 MILE N OF THE STATION, ABOUT 20
 CW0775'FEET W OF CENTER LINE OF ROAD, AND ABOUT 4 FEET N OF WHITE 4-
 CW0775'BY 4-INCH MARKER POST.  IT IS A BRONZE AZIMUTH DISK SET IN THE TOP
 CW0775'OF A CONCRETE POST PROJECTING ABOUT 6 INCHES ABOVE GROUND.
 CW0775'STAMPED BOGLE USGS 1944.
 CW0775'
 CW0775'TO REACH FROM THE COURTHOUSE IN CARLSBAD, GO N ON U.S. HIGHWAY
 CW0775'285 FOR 12 MILES TO ROAD LEFT AND SIGN EL PASO GAP.  TURN LEFT
 CW0775'AND FOLLOW MAIN-TRAVELED GRADED ROAD 11.2 MILES TO ROAD RIGHT
 CW0775'AT SIGN CAWLEY RANCH.  KEEP STRAIGHT AHEAD TOWARD EL PASO GAP
 CW0775'5.7 MILES TO CATTLE GUARD.  CONTINUE ON GRADED ROAD 0.5 MILE,
 CW0775'THENCE LEFT OFF ROAD ABOUT 0.15 MILE TO NW BASE OF HILL.  PACK
 CW0775'SE ABOUT 1/4 MILE TO HIGHEST POINT OF RIDGE AND STATION, ABOUT
 CW0775'25 FEET N OF LARGE ROCK CAIRN.
 CW0775'
 CW0775'A 4-FOOT STAND WAS USED FOR OBSERVATIONS.
 CW0775'
 CW0775'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 CW0775
 CW0775                          STATION RECOVERY (2001)
 CW0775
 CW0775'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (TAR)
 CW0775'AZ MARK NOT FOUND-PROBABLY DESTROYED BY RD CONSTR
 CW0775'BOGLE RM2 DESTROYED
 CW0775'STA BOGLE RESET BY NMSHTD
 CW0775' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1797 ***********************************************************************
 CX1797  DESIGNATION -  BOJORQUEZ
 CX1797  PID         -  CX1797
 CX1797  STATE/COUNTY-  NM/SIERRA
 CX1797  USGS QUAD   -  CABALLO (1980)
 CX1797
 CX1797                         *CURRENT SURVEY CONTROL
 CX1797  ___________________________________________________________________
 CX1797* NAD 83(1992)-  32 53 38.90745(N)    107 18 22.24644(W)     ADJUSTED  
 CX1797* NAVD 88     -      1301.     (meters)    4268.     (feet)  VERTCON   
 CX1797  ___________________________________________________________________
 CX1797  LAPLACE CORR-           2.39  (seconds)                    DEFLEC99
 CX1797  GEOID HEIGHT-         -23.61  (meters)                     GEOID03
 CX1797
 CX1797  HORZ ORDER  -  THIRD
 CX1797
 CX1797.The horizontal coordinates were established by classical geodetic methods
 CX1797.and adjusted by the National Geodetic Survey in December 1993..
 CX1797
 CX1797.The NAVD 88 height was computed by applying the VERTCON shift value to
 CX1797.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CX1797
 CX1797.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1797
 CX1797.The geoid height was determined by GEOID03.
 CX1797
 CX1797;                    North         East     Units Scale Factor Converg.
 CX1797;SPC NM W     -   210,139.296   879,319.138   MT  0.99994665   +0 17 10.7
 CX1797;SPC NM W     -   689,432.01  2,884,899.54   sFT  0.99994665   +0 17 10.7
 CX1797;UTM  13      - 3,641,909.987   284,285.342   MT  1.00017379   -1 15 10.6
 CX1797
 CX1797!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1797!SPC NM W     -   0.99979954  x   0.99994665  =   0.99974620
 CX1797!UTM  13      -   0.99979954  x   1.00017379  =   0.99997330
 CX1797
 CX1797:                Primary Azimuth Mark                     Grid Az
 CX1797:SPC NM W     -  ARREY                                    093 36 29.6
 CX1797:UTM  13      -  ARREY                                    095 08 50.9
 CX1797
 CX1797|---------------------------------------------------------------------|
 CX1797| PID    Reference Object                     Distance      Geod. Az  |
 CX1797|                                                           dddmmss.s |
 CX1797| CX1796 ARREY                               APPROX. 3.7 KM 0935340.3 |
 CX1797|---------------------------------------------------------------------|
 CX1797
 CX1797                          SUPERSEDED SURVEY CONTROL
 CX1797
 CX1797  NAD 83(1986)-  32 53 38.91288(N)    107 18 22.25262(W) AD(       ) 3
 CX1797  NAD 27      -  32 53 38.64678(N)    107 18 20.16142(W) AD(       ) 3
 CX1797  NGVD 29 (07/19/86) 1300.     (m)         4265.     (f) VERT ANG       
 CX1797
 CX1797.Superseded values are not recommended for survey control.
 CX1797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1797.See file dsdata.txt to determine how the superseded data were derived.
 CX1797
 CX1797_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBS8428541910(NAD 83)
 CX1797_MARKER: P = PIPE CAP
 CX1797_SETTING: 0 = UNSPECIFIED SETTING
 CX1797_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX1797
 CX1797  HISTORY     - Date     Condition        Report By
 CX1797  HISTORY     - 1959     MONUMENTED       BOR
 CX1797
 CX1797                          STATION DESCRIPTION
 CX1797
 CX1797'DESCRIBED BY US BUREAU OF RECLAMATION 1959
 CX1797'NAME --BOJORQUEZ-- WAS SUPPLIED TO FIELD ENGINEER BY USBR ENGINEER
 CX1797'AT ELEPHANT BUTTE HEADQUARTERS.
 CX1797'
 CX1797'STATION IS LOCATED ON LOW HILL W. OF, AND ON LINE WITH CENTER LINE
 CX1797'OF CABALLO DAM AND BETWEEN DAM AND U.S. HIGHWAY 85.  STATION IS
 CX1797'192 FT. E. OF LARGE WATER TANK, AND IS 81 FT. S. OF CENTER LINE MARKER
 CX1797'OF THE DAM.
 CX1797'
 CX1797'STATION MARK--A USBR BRONZE CAP ON A 3 IN. PIPE SET IN CONCRETE.  CAP
 CX1797'IS NOT STAMPED.
 CX1797'
 CX1797'NO MENTION OF REFERENCE MARKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1674 ***********************************************************************
 FO1674  DESIGNATION -  BOLETAS
 FO1674  PID         -  FO1674
 FO1674  STATE/COUNTY-  NM/SANDOVAL
 FO1674  USGS QUAD   -  CANADA (1993)
 FO1674
 FO1674                         *CURRENT SURVEY CONTROL
 FO1674  ___________________________________________________________________
 FO1674* NAD 83(1992)-  35 43 58.68618(N)    106 24 11.25389(W)     ADJUSTED  
 FO1674* NAVD 88     -      2418.5    (meters)    7935.     (feet)  VERTCON   
 FO1674  ___________________________________________________________________
 FO1674  LAPLACE CORR-          -3.22  (seconds)                    DEFLEC99
 FO1674  GEOID HEIGHT-         -19.61  (meters)                     GEOID03
 FO1674
 FO1674  HORZ ORDER  -  THIRD
 FO1674
 FO1674.The horizontal coordinates were established by classical geodetic methods
 FO1674.and adjusted by the National Geodetic Survey in December 1993..
 FO1674
 FO1674.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1674.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1674
 FO1674.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1674
 FO1674.The geoid height was determined by GEOID03.
 FO1674
 FO1674;                    North         East     Units Scale Factor Converg.
 FO1674;SPC NM C     -   524,897.761   486,148.574   MT  0.99990236   -0 05 21.9
 FO1674;SPC NM C     - 1,722,102.07  1,594,972.45   sFT  0.99990236   -0 05 21.9
 FO1674;UTM  13      - 3,955,238.889   373,110.565   MT  0.99979840   -0 49 10.4
 FO1674
 FO1674!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1674!SPC NM C     -   0.99962362  x   0.99990236  =   0.99952602
 FO1674!UTM  13      -   0.99962362  x   0.99979840  =   0.99942210
 FO1674
 FO1674:                Primary Azimuth Mark                     Grid Az
 FO1674:SPC NM C     -  DOME                                     047 17 40.2
 FO1674:UTM  13      -  DOME                                     048 01 28.7
 FO1674
 FO1674|---------------------------------------------------------------------|
 FO1674| PID    Reference Object                     Distance      Geod. Az  |
 FO1674|                                                           dddmmss.s |
 FO1674| FO0954 DOME                                APPROX. 4.0 KM 0471218.3 |
 FO1674|---------------------------------------------------------------------|
 FO1674
 FO1674                          SUPERSEDED SURVEY CONTROL
 FO1674
 FO1674  NAD 83(1986)-  35 43 58.69008(N)    106 24 11.25684(W) AD(       ) 3
 FO1674  NGVD 29 (09/14/90) 2417.5    (m)         7931.     (f) VERT ANG       
 FO1674
 FO1674.Superseded values are not recommended for survey control.
 FO1674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1674.See file dsdata.txt to determine how the superseded data were derived.
 FO1674
 FO1674_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV7311155239(NAD 83)
 FO1674_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 FO1674_SETTING: 0 = UNSPECIFIED SETTING
 FO1674_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FO1674
 FO1674  HISTORY     - Date     Condition        Report By
 FO1674  HISTORY     - 1934     MONUMENTED       USFS
 FO1674  HISTORY     - 1952     GOOD             USGS
 FO1674
 FO1674                          STATION DESCRIPTION
 FO1674
 FO1674'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 FO1674'STATION ESTABLISHED BY THE USFS IN 1934.
 FO1674'
 FO1674'RECOVERED BY USGS IN 1952 AND REDESCRIBED AS FOLLOWS
 FO1674'
 FO1674'FROM CATHOLIC CHURCH IN PENA BLANCA FOLLOW RD. GOING IN GENERAL NE.
 FO1674'DIRECTION 1.5 MI. TO FORKS.  TAKE LEFT FORK AND GO 2.1 MI. TO BRIDGE
 FO1674'OVER THE RIO GRANDE, THENCE 0.45 MI. TO FORK, THENCE TAKE RIGHT FORK
 FO1674'GOING TOWARD RANCHO CANADA 4.6 MI. TO FORK, THENCE TAKE RIGHT FORK AS
 FO1674'PER SIGN --THE COCHITI PUMICE MINE-- AND GO 3.7 MI. TO FORKS IN PUMICE
 FO1674'MINE AREA.  KEEP RIGHT AND GO 0.5 MI. TO END OF TRUCK TRAVEL BEFORE
 FO1674'RD. STARTS DOWNHILL.  PACK W. UP TO TOP OF RIDGE AND THEN FOLLOW RIDGE
 FO1674'NW. TO HIGHEST POINT IN THIS VICINITY AND STATION.  ABOUT AN HOUR
 FO1674'PACK.
 FO1674'
 FO1674'STATION MARK--STANDARD USFS DISK STAMPED---BOLETAS 1934---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ1073 ***********************************************************************
 EQ1073  DESIGNATION -  BOLOGNA
 EQ1073  PID         -  EQ1073
 EQ1073  STATE/COUNTY-  NM/CIBOLA
 EQ1073  USGS QUAD   -  LAGUNA HONDA (1961)
 EQ1073
 EQ1073                         *CURRENT SURVEY CONTROL
 EQ1073  ___________________________________________________________________
 EQ1073* NAD 83(1992)-  34 48 10.35092(N)    107 50 37.08064(W)     ADJUSTED  
 EQ1073* NAVD 88     -      2599.6    (meters)    8529.     (feet)  VERTCON   
 EQ1073  ___________________________________________________________________
 EQ1073  LAPLACE CORR-           0.84  (seconds)                    DEFLEC99
 EQ1073  GEOID HEIGHT-         -20.68  (meters)                     GEOID03
 EQ1073
 EQ1073  HORZ ORDER  -  THIRD
 EQ1073
 EQ1073.The horizontal coordinates were established by classical geodetic methods
 EQ1073.and adjusted by the National Geodetic Survey in December 1993..
 EQ1073
 EQ1073.The NAVD 88 height was computed by applying the VERTCON shift value to
 EQ1073.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EQ1073
 EQ1073.The Laplace correction was computed from DEFLEC99 derived deflections.
 EQ1073
 EQ1073.The geoid height was determined by GEOID03.
 EQ1073
 EQ1073;                    North         East     Units Scale Factor Converg.
 EQ1073;SPC NM W     -   421,714.704   829,057.545   MT  0.99991668   -0 00 21.2
 EQ1073;SPC NM W     - 1,383,575.66  2,719,999.63   sFT  0.99991668   -0 00 21.2
 EQ1073;UTM  13      - 3,854,869.385   239,855.460   MT  1.00043419   -1 37 26.1
 EQ1073
 EQ1073!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EQ1073!SPC NM W     -   0.99959535  x   0.99991668  =   0.99951207
 EQ1073!UTM  13      -   0.99959535  x   1.00043419  =   1.00002937
 EQ1073
 EQ1073:                Primary Azimuth Mark                     Grid Az
 EQ1073:SPC NM W     -  EDGE                                     226 11 55.0
 EQ1073:UTM  13      -  EDGE                                     227 48 59.9
 EQ1073
 EQ1073|---------------------------------------------------------------------|
 EQ1073| PID    Reference Object                     Distance      Geod. Az  |
 EQ1073|                                                           dddmmss.s |
 EQ1073| EQ1078 EDGE                                APPROX. 8.1 KM 2261133.8 |
 EQ1073|---------------------------------------------------------------------|
 EQ1073
 EQ1073                          SUPERSEDED SURVEY CONTROL
 EQ1073
 EQ1073  NAD 83(1986)-  34 48 10.35284(N)    107 50 37.08033(W) AD(       ) 3
 EQ1073  NGVD 29 (04/24/90) 2598.4    (m)         8525.     (f) VERT ANG       
 EQ1073
 EQ1073.Superseded values are not recommended for survey control.
 EQ1073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ1073.See file dsdata.txt to determine how the superseded data were derived.
 EQ1073
 EQ1073_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBU3985554869(NAD 83)
 EQ1073_MARKER: DS = TRIANGULATION STATION DISK
 EQ1073_SETTING: 0 = UNSPECIFIED SETTING
 EQ1073_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EQ1073
 EQ1073  HISTORY     - Date     Condition        Report By
 EQ1073  HISTORY     - 1959     MONUMENTED       USGS
 EQ1073
 EQ1073                          STATION DESCRIPTION
 EQ1073
 EQ1073'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 EQ1073'LOCATED ABOUT 20.0 MI. (AIRLINE) SW. OF U.S. HIGHWAY 66, AND ABOUT 4.0
 EQ1073'MI. (AIRLINE) E. OF STATE ROAD NO. 117, ON A PROMINENT CEDAR AND PINON
 EQ1073'COVERED RIDGE, ABOUT 5.0 MI. N. OF THE BRUSH MTN. WINDMILL, AND IS
 EQ1073'KNOWN LOCALLY AS BOLOGNA HILL.
 EQ1073'
 EQ1073'TO REACH FROM POST OFFICE AT GRANTS, NEW MEXICO, GO SE. ON U.S.
 EQ1073'HIGHWAY 66, 12.1 MI. TO AN ASPHALT RD., TURN RIGHT ON ASPHALT RD. AND
 EQ1073'GO 1.4 MI. TO A GRADED RD., TURN RIGHT (S.) AND GO 12.7 MI. ON GRADED
 EQ1073'RD. TO A CROSSROAD JUST N. OF THE ACOMA INDIAN PUEBLO, TURN RIGHT (W.)
 EQ1073'AND GO 12.9 MI. ALONG ACOMA CREEK TO THE HEAD OF SPIDER CANYON AND A
 EQ1073'THREE WAY RD. FORK, TAKE MIDDLE FORK, GO 0.9 MI. TO A GATE, PASS THRU
 EQ1073'GATE, GO 5.1 MI. ALONG MAIN TRAVELED RD. TO A RD. FORK, TAKE RIGHT
 EQ1073'FORK, GO 0.4 MI. TO A RD. FORK, TAKE RIGHT FORK, GO 0.8 MI. TO A RD.
 EQ1073'FORK, TAKE RIGHT FORK, 0.1 MI. TO A RD. FORK, TAKE RIGHT FORK, 1.0
 EQ1073'MI. TO A GATE, PASS THRU GATE, GO 0.3 MI., TURN W. CROSS COUNTRY 5.0
 EQ1073'MI. TO HIGHEST TOP AND STATION SITE.  A 20 FT. TOWER NECESSARY TO
 EQ1073'CLEAR ALL LINES.
 EQ1073'
 EQ1073'STATION MARK--A STANDARD TABLET STAMPED---BOLOGNA 1959---, WELDED IN
 EQ1073'TOP OF A 2 IN. PIPE, PROTRUDING 0.4 FT. ABOVE GROUND.
 EQ1073'
 EQ1073'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS1186 ***********************************************************************
 DS1186  DESIGNATION -  BOMB
 DS1186  PID         -  DS1186
 DS1186  STATE/COUNTY-  NM/SIERRA
 DS1186  USGS QUAD   -  FIFTEENMILE LAKE (1982)
 DS1186
 DS1186                         *CURRENT SURVEY CONTROL
 DS1186  ___________________________________________________________________
 DS1186* NAD 83(1992)-  33 03 48.94998(N)    106 22 06.41993(W)     ADJUSTED  
 DS1186* NAVD 88     -      1216.03   (+/-2cm)    3989.6    (feet)  VERTCON   
 DS1186  ___________________________________________________________________
 DS1186  LAPLACE CORR-           1.36  (seconds)                    DEFLEC99
 DS1186  GEOID HEIGHT-         -23.19  (meters)                     GEOID03
 DS1186
 DS1186  HORZ ORDER  -  FIRST
 DS1186  VERT ORDER  -  THIRD ? (See Below)
 DS1186
 DS1186.The horizontal coordinates were established by classical geodetic methods
 DS1186.and adjusted by the National Geodetic Survey in December 1993..
 DS1186
 DS1186.The NAVD 88 height was computed by applying the VERTCON shift value to
 DS1186.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DS1186.The vertical order pertains to the NGVD 29 superseded value.
 DS1186
 DS1186.The Laplace correction was computed from DEFLEC99 derived deflections.
 DS1186
 DS1186.The geoid height was determined by GEOID03.
 DS1186
 DS1186;                    North         East     Units Scale Factor Converg.
 DS1186;SPC NM W     -   229,762.073   966,794.440   MT  1.00014732   +0 47 57.6
 DS1186;SPC NM W     -   753,811.07  3,171,891.43   sFT  1.00014732   +0 47 57.6
 DS1186;SPC NM C     -   228,810.325   488,939.520   MT  0.99990151   -0 03 52.6
 DS1186;SPC NM C     -   750,688.54  1,604,129.08   sFT  0.99990151   -0 03 52.6
 DS1186;UTM  13      - 3,659,169.771   372,251.941   MT  0.99980122   -0 44 48.1
 DS1186
 DS1186!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS1186!SPC NM W     -   0.99981276  x   1.00014732  =   0.99996005
 DS1186!SPC NM C     -   0.99981276  x   0.99990151  =   0.99971429
 DS1186!UTM  13      -   0.99981276  x   0.99980122  =   0.99961402
 DS1186
 DS1186:                Primary Azimuth Mark                     Grid Az
 DS1186:SPC NM W     -  BOMB AZ MK 2                             049 51 48.1
 DS1186:SPC NM C     -  BOMB AZ MK 2                             050 43 38.3
 DS1186:UTM  13      -  BOMB AZ MK 2                             051 24 33.8
 DS1186
 DS1186|---------------------------------------------------------------------|
 DS1186| PID    Reference Object                     Distance      Geod. Az  |
 DS1186|                                                           dddmmss.s |
 DS1186| CD1667 BOMB AZ MK 2                                       0503945.7 |
 DS1186| CD1668 BOMB RM 1                            15.444 METERS 05220     |
 DS1186| CD1666 BOMB AZ MK                                         0620012.1 |
 DS1186| CD1670 BOMB RM 3                            18.501 METERS 13519     |
 DS1186| CD1669 BOMB RM 2                            17.782 METERS 13538     |
 DS1186|---------------------------------------------------------------------|
 DS1186
 DS1186                          SUPERSEDED SURVEY CONTROL
 DS1186
 DS1186  NAD 83(1986)-  33 03 48.95688(N)    106 22 06.42250(W) AD(       ) 1
 DS1186  NAD 27      -  33 03 48.66200(N)    106 22 04.41570(W) AD(       ) 1
 DS1186  NGVD 29 (07/19/86) 1215.42   (m)         3987.6    (f) LEVELING    3  
 DS1186
 DS1186.Superseded values are not recommended for survey control.
 DS1186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS1186.See file dsdata.txt to determine how the superseded data were derived.
 DS1186
 DS1186_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS7225259170(NAD 83)
 DS1186_MARKER: DS = TRIANGULATION STATION DISK
 DS1186_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS1186_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DS1186
 DS1186  HISTORY     - Date     Condition        Report By
 DS1186  HISTORY     - 1943     MONUMENTED       CGS
 DS1186  HISTORY     - 1961     GOOD             CGS
 DS1186  HISTORY     - 1967     GOOD             CGS
 DS1186  HISTORY     - 1968     GOOD             CGS
 DS1186  HISTORY     - 1969     GOOD             CGS
 DS1186
 DS1186                          STATION DESCRIPTION
 DS1186
 DS1186'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (EHB)
 DS1186'STATION IS LOCATED 22.5 MILES AIRLINE W OF TULAROSA, AND
 DS1186'ABOUT 4 MILES S OF STATE HIGHWAY 52 IN THE RESTRICTED MILITARY
 DS1186'AREA, ON A LOW RIDGE AT THE NW EDGE OF THE WHITE SAND DUNES,
 DS1186'ON HIGHEST POINT OF RIDGE.
 DS1186'
 DS1186'STATION MARK IS A BRONZE STATION DISK SET IN A ROUND CONCRETE
 DS1186'POST PROJECTING ABOUT 2 INCHES ABOVE THE GROUND.  STAMPED
 DS1186'BOMB 1943.
 DS1186'
 DS1186'UNDERGROUND MARK IS A BRONZE DISK SET IN A CONCRETE POST
 DS1186'ABOUT 2 FEET BELOW THE SURFACE OF GROUND.  STAMPED BOMB 1943.
 DS1186'
 DS1186'REFERENCE MARK 1 IS ENE OF THE STATION.  A BRONZE REFERENCE
 DS1186'DISK SET IN A ROUND CONCRETE POST PROJECTING ABOUT 2 INCHES
 DS1186'ABOVE GROUND.  STAMPED BOMB NO 1 1943.
 DS1186'
 DS1186'REFERENCE MARK 2 IS SE OF THE STATION.  A BRONZE REFERENCE
 DS1186'DISK SET IN A ROUND CONCRETE POST PROJECTING ABOUT 2 INCHES
 DS1186'ABOVE GROUND.  STAMPED BOMB NO 2 1943.
 DS1186'
 DS1186'AZIMUTH MARK IS 1.5 MILES ENE OF THE STATION IN THE CONCRETE
 DS1186'BASE FOR THE SW LEG OF BOMB OBSERVATION TOWER A-4.  A BRONZE
 DS1186'AZIMUTH DISK STAMPED BOMB 1943.
 DS1186'
 DS1186'TO REACH FROM THE O T GARAGE AND STANDARD SERVICE STATION AT
 DS1186'THE S EDGE OF TULAROSA, GO W ON STATE HIGHWAY 52 FOR 15.6 MILES
 DS1186'TO A T-ROAD LEFT JUST AFTER PASSING A SMALL LAKE ON RIGHT.
 DS1186'TURN LEFT AND FOLLOW BLADED ROAD SW FOR 2.7 MILES TO A CROSS
 DS1186'ROAD NEAR A BOMB OBSERVATION TOWER.  CONTINUE STRAIGHT AHEAD
 DS1186'ON BLADED ROAD FOR ABOUT 2.7 MILES.  HERE TURN LEFT AND GO
 DS1186'S ACROSS COUNTRY FOR 0.5 MILE TO HIGHEST POINT OF RIDGE AND STATION.
 DS1186'
 DS1186'HEIGHT OF LIGHT ABOVE STATION MARK-25 METERS.
 DS1186
 DS1186                          STATION RECOVERY (1961)
 DS1186
 DS1186'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (LNS)
 DS1186'REFERENCE MARK NO. 2 HAS BEEN FOUND DESTROYED BY CONSTRUCTION.
 DS1186'BRASS CAP IS NOW IN POSSESSION OF MR. GEORGE A. WRIGHT, CHIEF,
 DS1186'GEODETIC BRANCH, IRM-MD.
 DS1186
 DS1186                          STATION RECOVERY (1967)
 DS1186
 DS1186'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (JWC)
 DS1186'THE STATION MARK AND REFERENCE MARK 1 WERE RECOVERED AND
 DS1186'FOUND IN GOOD CONDITION.  THE PREVIOUS DESCRIPTION WAS NOT
 DS1186'AVAILABLE AT THIS WRITING, HOWEVER, REFERENCE MARK 2 AND THE
 DS1186'AZIMUTH MARK HAVE BEEN DESTROYED, A REFERENCE MARK 3 AND AN
 DS1186'AZIMUTH MARK HAVE BEEN ESTABLISHED.  A COMPLETE NEW DESCRIPTION
 DS1186'FOLLOWS.
 DS1186'
 DS1186'THE STATION IS ABOUT 27 MILES NORTHWEST OF ALAMOGORDO, 20
 DS1186'MILES WEST OF TULAROSA, 2 MILES WEST-NORTHWEST OF THE DONA
 DS1186'ANA-OTERO-SIERRA COUNTY LINES AND ON THE WHITE SANDS PROVING
 DS1186'GROUNDS.
 DS1186'
 DS1186'TO REACH THE STATION FROM THE POST OFFICE IN TULAROSA, GO
 DS1186'WEST ON STATE HIGHWAY 52 FOR 1.25 MILES TO A T-JUNCTION JUST
 DS1186'AFTER CROSSING RAILROAD TRACKS.  TURN RIGHT AND GO NORTH ON
 DS1186'GRAVELED ROAD FOR 0.3 MILE TO WHERE THE MAIN ROAD TURNS TO
 DS1186'THE WEST.  TURN LEFT AND GO WEST FOR 6.4 MILES TO A GUARD
 DS1186'SHACK ON THE LEFT AT A CROSSROADS, CONTINUE STRAIGHT AHEAD ON
 DS1186'A PAVED ROAD FOR 7.7 MILES TO A SIDE ROAD LEFT, CONTINUE AHEAD
 DS1186'FOR 3.85 MILES TO A SIDE ROAD LEFT, TURN LEFT AND GO SOUTH
 DS1186'AND THEN SOUTHWEST ON A GRAVELED ROAD FOR 4.3 MILES TO THE
 DS1186'AZIMUTH MARK ON THE RIGHT.  CONTINUE AHEAD, SOUTHWEST ON THE
 DS1186'GRAVELED ROAD FOR 0.5 MILE TO THE STATION ON THE LEFT JUST
 DS1186'NORTHEAST OF AN ASTRODOME.
 DS1186'
 DS1186'THE STATION MARK IS A STANDARD DISK, STAMPED BOMB 1943, SET
 DS1186'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST, THAT PROJECTS
 DS1186'4 INCHES ABOVE THE GROUND.  IT IS 59.3 FEET NORTHEAST OF THE
 DS1186'ASTRODOME, 63 FEET SOUTH OF THE CENTERLINE OF THE GRAVELED
 DS1186'ROAD AND 7 FEET WEST OF A WITNESS POST.
 DS1186'
 DS1186'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BOMB NO 1 1943,
 DS1186'CEMENTED IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN
 DS1186'DIAMETER, THAT IS FLUSH WITH THE GROUND.  IT IS 110 FEET
 DS1186'NORTHEAST OF THE ASTRODOME 49.5 FEET NORTHEAST OF THE WITNESS
 DS1186'POST, 29 FEET SOUTH OF THE CENTERLINE OF THE GRAVELED ROAD
 DS1186'AND ABOUT THE SAME ELEVATION AS THE STATION.
 DS1186'
 DS1186'REFERENCE MARK 3 IS A BRONZE DISK OF THE WHITE SANDS PROVING
 DS1186'GROUNDS, STAMPED BOMB NO 3 1961, SET IN THE TOP OF A ROUND
 DS1186'CONCRETE POST, 6 INCHES IN DIAMETER, THAT PROJECTS 4 INCHES
 DS1186'ABOVE THE GROUND.  IT IS 103.5 FEET SOUTH OF THE CENTERLINE
 DS1186'OF THE GRAVELED ROAD, 54.5 FEET EAST OF THE WITNESS POST, 83
 DS1186'FEET EAST OF THE ASTRODOME AND ABOUT THE SAME ELEVATION AS
 DS1186'THE STATION.
 DS1186'
 DS1186'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED BOMB AZ 2 1943
 DS1186'1966, SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN
 DS1186'DIAMETER, THAT IS FLUSH WITH THE GROUND.  IT IS 157 FEET
 DS1186'NORTHWEST OF THE CENTERLINE OF THE GRAVELED ROAD, 6.4 FEET
 DS1186'EAST OF A TELEPHONE LINE POLE AND 3.5 FEET WEST OF A WITNESS POST.
 DS1186'
 DS1186'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--20 MILES
 DS1186'WEST OF TULAROSA
 DS1186
 DS1186                          STATION RECOVERY (1968)
 DS1186
 DS1186'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JBJ)
 DS1186'THE STATION MARK, REFERENCE MARK 1, 3 AND THE AZIMUTH MARK
 DS1186'WERE RECOVERED AS DESCRIBED IN 1967 BY J.W. CARPENTER.
 DS1186'
 DS1186'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--20 MILES
 DS1186'WEST OF TULAROSA
 DS1186
 DS1186                          STATION RECOVERY (1969)
 DS1186
 DS1186'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JD)
 DS1186'STATION RECOVERED AS DESCRIBED IN 1967 RECOVERY NOTE BY J.W.
 DS1186'CARPENTER, ALL MARKERS IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0940 ***********************************************************************
 FO0940  DESIGNATION -  BONANZA
 FO0940  PID         -  FO0940
 FO0940  STATE/COUNTY-  NM/SANTA FE
 FO0940  USGS QUAD   -  TETILLA PEAK (1993)
 FO0940
 FO0940                         *CURRENT SURVEY CONTROL
 FO0940  ___________________________________________________________________
 FO0940* NAD 83(1992)-  35 30 17.78050(N)    106 08 14.26721(W)     ADJUSTED  
 FO0940* NAVD 88     -      2161.3    (meters)    7091.     (feet)  VERTCON   
 FO0940  ___________________________________________________________________
 FO0940  LAPLACE CORR-           5.90  (seconds)                    DEFLEC99
 FO0940  GEOID HEIGHT-         -19.60  (meters)                     GEOID03
 FO0940
 FO0940  HORZ ORDER  -  THIRD
 FO0940
 FO0940.The horizontal coordinates were established by classical geodetic methods
 FO0940.and adjusted by the National Geodetic Survey in December 1993..
 FO0940
 FO0940.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO0940.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO0940
 FO0940.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO0940
 FO0940.The geoid height was determined by GEOID03.
 FO0940
 FO0940;                    North         East     Units Scale Factor Converg.
 FO0940;SPC NM C     -   499,595.019   510,223.878   MT  0.99990129   +0 03 55.6
 FO0940;SPC NM C     - 1,639,087.99  1,673,959.51   sFT  0.99990129   +0 03 55.6
 FO0940;UTM  13      - 3,929,635.776   396,859.151   MT  0.99973109   -0 39 38.1
 FO0940
 FO0940!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO0940!SPC NM C     -   0.99966395  x   0.99990129  =   0.99956527
 FO0940!UTM  13      -   0.99966395  x   0.99973109  =   0.99939513
 FO0940
 FO0940:                Primary Azimuth Mark                     Grid Az
 FO0940:SPC NM C     -  TETILLA                                  330 02 20.5
 FO0940:UTM  13      -  TETILLA                                  330 45 54.2
 FO0940
 FO0940|---------------------------------------------------------------------|
 FO0940| PID    Reference Object                     Distance      Geod. Az  |
 FO0940|                                                           dddmmss.s |
 FO0940| FO0932 TETILLA                             APPROX.13.2 KM 3300616.1 |
 FO0940|---------------------------------------------------------------------|
 FO0940
 FO0940                          SUPERSEDED SURVEY CONTROL
 FO0940
 FO0940  NAD 83(1986)-  35 30 17.78236(N)    106 08 14.27108(W) AD(       ) 3
 FO0940  NAD 27      -  35 30 17.65984(N)    106 08 12.18834(W) AD(       ) 3
 FO0940  NGVD 29 (09/14/90) 2160.4    (m)         7088.     (f) VERT ANG       
 FO0940
 FO0940.Superseded values are not recommended for survey control.
 FO0940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0940.See file dsdata.txt to determine how the superseded data were derived.
 FO0940
 FO0940_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV9685929636(NAD 83)
 FO0940_MARKER: DS = TRIANGULATION STATION DISK
 FO0940_SETTING: 66 = SET IN ROCK OUTCROP
 FO0940_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FO0940
 FO0940  HISTORY     - Date     Condition        Report By
 FO0940  HISTORY     - 1951     MONUMENTED       USGS
 FO0940  HISTORY     - 1958     GOOD             USGS
 FO0940
 FO0940                          STATION DESCRIPTION
 FO0940
 FO0940'DESCRIBED BY US GEOLOGICAL SURVEY 1951
 FO0940'STATION LOCATED ABOUT 12 MI. S. AND 11 MI. W. OF SANTA FE, NEW MEXICO,
 FO0940'ON HIGH PROMINENT PEAK ABOUT 2 MI. SE. OF U.S. HIGHWAY 85 IN THE NW.
 FO0940'1/4 OF SEC. 30, T 15 N, R 8 E.
 FO0940'
 FO0940'TO REACH FROM THE PLAZA IN SANTA FE, PROCEED SW. ALONG U.S. HIGHWAY 85
 FO0940'13.5 MI. TO GRADED RD. LEFT, THENCE LEFT (S.) 2.9 MI. TO FORKS, THENCE
 FO0940'RIGHT (SW.) 0.7 MI. TO FORKS, THENCE RIGHT (SW.) 0.2 MI. TO FORKS,
 FO0940'THENCE RIGHT (NW.) 0.3 MI. TO FORKS, THENCE LEFT (W.) 0.4 MI. TO
 FO0940'SADDLE AND END OF TRUCK TRAVEL.  STATION LIES NW. ON HIGHEST POINT OF
 FO0940'PEAK, A 30 MINUTE HIKE.
 FO0940'
 FO0940'RECOVERED BY USGS IN 1952 AND 1958 AS DESCRIBED.
 FO0940'
 FO0940'STATION MARK--STANDARD TABLET SET IN LEDGE ROCK FLUSH WITH GROUND,
 FO0940'STAMPED---BONANZA 1951---.
 FO0940'
 FO0940'REFERENCE MARK NO. 1--STANDARD REFERENCE TABLET SET IN TOP OF BOULDER
 FO0940'FLUSH WITH GROUND, STAMPED---BONANZA NO. 1---, 17.72 FT. FROM STATION
 FO0940'IN TRUE AZIMUTH 98 DEGREES 09 MINUTES.
 FO0940'
 FO0940'REFERENCE MARK NO. 2--STANDARD REFERENCE TABLET SET IN TOP OF BOULDER
 FO0940'PROJECTING 6 IN. ABOVE GROUND, STAMPED---BONANZA NO. 2---, 31.12 FT.
 FO0940'FROM STATION MARK.
 FO0940
 FO0940                          STATION RECOVERY (1958)
 FO0940
 FO0940'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 FO0940'STATION IS LOCATED ABOUT 12 MI. S. AND 11 MI. W. OF SANTA FE, NEW
 FO0940'MEXICO, ON HIGH PROMINENT PEAK, ABOUT 2 MI. SE. OF U.S. HIGHWAY 85,
 FO0940'AND IN THE NW. 1/4 OF SEC. 30, T 15 N, R 8 E.
 FO0940'
 FO0940'TO REACH STATION FROM THE PLAZA IN SANTA FE, PROCEED SW. ALONG U.S.
 FO0940'HIGHWAY 85 13.5 MI. TO GRADED RD. LEFT, GO LEFT (S.) 2.9 MI. TO FORKS,
 FO0940'GO RIGHT (SW.) 0.7 MI. TO FORKS, GO RIGHT (SW.) 0.2 MI. TO FORKS, GO
 FO0940'RIGHT (NW.) 0.3 MI. TO FORKS, GO LEFT (W.) 0.4 MI. TO SADDLE AND END
 FO0940'OF TRUCK TRAVEL.  STATION LIES NW. ON HIGHEST POINT OF PEAK, A 30
 FO0940'MINUTE HIKE.
 FO0940'
 FO0940'STATION MARK--STANDARD TABLET, SET IN LEDGE ROCK, FLUSH WITH THE
 FO0940'GROUND, AND STAMPED ---BONANZA 1951---.
 FO0940'
 FO0940'REFERENCE MARK NO. 1--STANDARD REFERENCE TABLET, SET IN TOP OF
 FO0940'BOULDER, FLUSH WITH GROUND, AND STAMPED ---BONANZA NO. 1---, 17.72 FT.
 FO0940'FROM STATION, N 81 DEG 51 MIN W.
 FO0940'
 FO0940'REFERENCE MARK NO. 2--STANDARD REFERENCE TABLET, SET IN TOP OF
 FO0940'BOULDER, PROJECTING 6 IN. ABOVE GROUND, AND STAMPED ---BONANZA NO.
 FO0940'2---, 31.12 FT. FROM STATION, N 7 DEG 12 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0969 ***********************************************************************
 CW0969  DESIGNATION -  BOND
 CW0969  PID         -  CW0969
 CW0969  STATE/COUNTY-  NM/EDDY
 CW0969  USGS QUAD   -  INDIAN FLATS (1985)
 CW0969
 CW0969                         *CURRENT SURVEY CONTROL
 CW0969  ___________________________________________________________________
 CW0969* NAD 83(1992)-  32 24 59.77817(N)    104 05 49.98383(W)     ADJUSTED  
 CW0969* NAVD 88     -       968.     (meters)    3176.     (feet)  SCALED    
 CW0969  ___________________________________________________________________
 CW0969  LAPLACE CORR-          -1.11  (seconds)                    DEFLEC99
 CW0969  GEOID HEIGHT-         -24.44  (meters)                     GEOID03
 CW0969
 CW0969  HORZ ORDER  -  THIRD
 CW0969
 CW0969.The horizontal coordinates were established by classical geodetic methods
 CW0969.and adjusted by the National Geodetic Survey in December 1993..
 CW0969
 CW0969.The orthometric height was scaled from a topographic map.
 CW0969
 CW0969.The Laplace correction was computed from DEFLEC99 derived deflections.
 CW0969
 CW0969.The geoid height was determined by GEOID03.
 CW0969
 CW0969;                    North         East     Units Scale Factor Converg.
 CW0969;SPC NM E     -   157,085.888   187,207.841   MT  0.99991517   +0 07 35.7
 CW0969;SPC NM E     -   515,372.62    614,197.73   sFT  0.99991517   +0 07 35.7
 CW0969;UTM  13      - 3,586,973.260   584,886.295   MT  0.99968886   +0 29 02.3
 CW0969
 CW0969!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CW0969!SPC NM E     -   0.99985180  x   0.99991517  =   0.99976698
 CW0969!UTM  13      -   0.99985180  x   0.99968886  =   0.99954070
 CW0969
 CW0969                          SUPERSEDED SURVEY CONTROL
 CW0969
 CW0969  NAD 83(1986)-  32 24 59.77796(N)    104 05 49.97685(W) AD(       ) 3
 CW0969
 CW0969.Superseded values are not recommended for survey control.
 CW0969.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0969.See file dsdata.txt to determine how the superseded data were derived.
 CW0969
 CW0969_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SER8488686973(NAD 83)
 CW0969_MARKER: DS = TRIANGULATION STATION DISK
 CW0969_SETTING: 0 = UNSPECIFIED SETTING
 CW0969_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CW0969
 CW0969  HISTORY     - Date     Condition        Report By
 CW0969  HISTORY     - 1934     MONUMENTED       USGS
 CW0969
 CW0969                          STATION DESCRIPTION
 CW0969
 CW0969'DESCRIBED BY US GEOLOGICAL SURVEY 1934
 CW0969'LOCATED ABOUT 8 MI. E. OF CARLSBAD ON AN ISOLATED, FLAT-TOPPED HILL
 CW0969'0.75 MI. S. OF BONDS EAST WINDMILL.  THIS WINDMILL IS ABOUT 2.5 MI.
 CW0969'E. OF THE BOND HEADQUARTERS RANCH.
 CW0969'
 CW0969'TO REACH FROM CARLSBAD, GO E. VIA PREVIOUS U.S. HIGHWAY 62 4.6 MI.,
 CW0969'THEN E. ON SECONDARY RD. 3.2 MI. (PASSING BOND HEADQUARTERS RANCH
 CW0969'ENROUTE) TO BONDS EAST WINDMILL.  LEAVE RD. AND TURN S. 0.75 MI. TO
 CW0969'STATION.
 CW0969'
 CW0969'STATION MARK--STANDARD TABLET STAMPED---D 1934 BOND---, IN A CONCRETE
 CW0969'POST EXTENDING 0.5 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0615 ***********************************************************************
 EP0615  DESIGNATION -  BONITA
 EP0615  PID         -  EP0615
 EP0615  STATE/COUNTY-  NM/LINCOLN
 EP0615  USGS QUAD   -  RED BLUFF DRAW WEST (1981)
 EP0615
 EP0615                         *CURRENT SURVEY CONTROL
 EP0615  ___________________________________________________________________
 EP0615* NAD 83(1992)-  34 06 50.68601(N)    105 27 05.39411(W)     ADJUSTED  
 EP0615* NAVD 88     -      1939.6    (meters)    6364.     (feet)  VERTCON   
 EP0615  ___________________________________________________________________
 EP0615  LAPLACE CORR-          -5.35  (seconds)                    DEFLEC99
 EP0615  GEOID HEIGHT-         -20.53  (meters)                     GEOID03
 EP0615
 EP0615  HORZ ORDER  -  SECOND
 EP0615
 EP0615.The horizontal coordinates were established by classical geodetic methods
 EP0615.and adjusted by the National Geodetic Survey in December 1993..
 EP0615
 EP0615.The NAVD 88 height was computed by applying the VERTCON shift value to
 EP0615.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EP0615
 EP0615.The Laplace correction was computed from DEFLEC99 derived deflections.
 EP0615
 EP0615.The geoid height was determined by GEOID03.
 EP0615
 EP0615;                    North         East     Units Scale Factor Converg.
 EP0615;SPC NM C     -   345,594.564   573,664.167   MT  0.99996687   +0 26 52.3
 EP0615;SPC NM C     - 1,133,838.17  1,882,096.52   sFT  0.99996687   +0 26 52.3
 EP0615;UTM  13      - 3,774,897.012   458,360.764   MT  0.99962137   -0 15 11.6
 EP0615
 EP0615!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EP0615!SPC NM C     -   0.99969883  x   0.99996687  =   0.99966571
 EP0615!UTM  13      -   0.99969883  x   0.99962137  =   0.99932031
 EP0615
 EP0615|---------------------------------------------------------------------|
 EP0615| PID    Reference Object                     Distance      Geod. Az  |
 EP0615|                                                           dddmmss.s |
 EP0615| CJ6684 BONITA RM 1                          10.048 METERS 16214     |
 EP0615| CJ6685 BONITA RM 2                           8.271 METERS 27810     |
 EP0615| EP0625 CORONA                              APPROX.15.5 KM 3300038.4 |
 EP0615|---------------------------------------------------------------------|
 EP0615
 EP0615                          SUPERSEDED SURVEY CONTROL
 EP0615
 EP0615  NAD 83(1986)-  34 06 50.69214(N)    105 27 05.39467(W) AD(       ) 2
 EP0615  NAD 27      -  34 06 50.41207(N)    105 27 03.41408(W) AD(       ) 2
 EP0615  NGVD 29 (07/19/86) 1938.8    (m)         6361.     (f) VERT ANG       
 EP0615
 EP0615.Superseded values are not recommended for survey control.
 EP0615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EP0615.See file dsdata.txt to determine how the superseded data were derived.
 EP0615
 EP0615_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDT5836174897(NAD 83)
 EP0615_MARKER: DD = SURVEY DISK
 EP0615_SETTING: 0 = UNSPECIFIED SETTING
 EP0615
 EP0615  HISTORY     - Date     Condition        Report By
 EP0615  HISTORY     - 1972     MONUMENTED       USGS
 EP0615
 EP0615                          STATION DESCRIPTION
 EP0615
 EP0615'DESCRIBED BY US GEOLOGICAL SURVEY 1972 (FJG)
 EP0615'DISTANCE BETWEEN REFERENCE MARKS NOT MEASURED DUE TO
 EP0615'INTERVENING TIMBER.
 EP0615'
 EP0615'THE STATION IS LOCATED SOUTH 41 DEGREES EAST, ABOUT 12 MILES
 EP0615'FROM CORONA, NEW MEXICO, ON THE HIGH POINT OF A MESA ON THE
 EP0615'RANNEY RANCH, 146 FEET NORTH OF AN EAST-WEST FENCE LINE.
 EP0615'
 EP0615'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 54 AND STATE HIGHWAY
 EP0615'42 AT THE SOUTH EDGE OF CORONA, NEW MEXICO, GO SOUTHEAST ON STATE
 EP0615'HIGHWAY 42 FOR 11.2 MILES TO A DRIVEWAY ON THE RIGHT, CROSS
 EP0615'CATTLEGUARD AND TURN LEFT THROUGH GATE AT NORTH END OF CORRAL,
 EP0615'FOLLOW TRACK ROAD SOUTHWEST FOR 0.55 MILE TO A GATE, TAKE LEFT
 EP0615'FORK UP CANYON (SOUTHWEST) PASSING ON THE NORTHWEST SIDE OF A
 EP0615'WINDMILL FOR 0.85 MILE TO A POINT AT THE UPPER END OF A DIRT
 EP0615'TANK WHERE THE ROAD TURNS SOUTH UP A STEEP HILL, FOLLOW TRACK
 EP0615'ROAD FOR 0.65 MILE FROM THE BOTTOM OF THE HILL, TO A DIM TRACK
 EP0615'ROAD ON THE LEFT (NORTHEAST), FOLLOW DIM ROAD FOR 0.3 MILE
 EP0615'TO AN EAST-WEST FENCE.  THE STATION IS 146 FEET NORTH OF
 EP0615'A FENCE LINE, 17 FEET NORTH OF A USGS WITNESS SIGN NAILED TO A
 EP0615'TREE.
 EP0615'
 EP0615'THE STATION MARK IS A USGS BRASS TABLET SOLDERED TO A 3-FOOT
 EP0615'COPPER COATED STEEL ROD CEMENTED IN A DRILL HOLE IN
 EP0615'BEDROCK.  REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 ARE
 EP0615'USGS BRONZE TABLETS CEMENTED IN DRILL HOLES IN BEDROCK.
 EP0615'
 EP0615'STATION MARK--TABLET STAMPED BONITA ET 1972.
 EP0615'
 EP0615'REFERENCE MARK NO. 1--TABLET STAMPED BONITA ET NO. 1 1972.
 EP0615'
 EP0615'REFERENCE MARK NO. 2--TABLET STAMPED BONITA ET NO. 2 1972.
 EP0615'
 EP0615'STATION CORONA ET 1972 IS VISIBLE FROM THE GROUND TO SERVE AS
 EP0615'AZIMUTH MARK.
 EP0615'
 EP0615'ALL OBSERVATIONS MADE FROM A STANDARD TRIPOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ1094 ***********************************************************************
 EQ1094  DESIGNATION -  BONITO
 EQ1094  PID         -  EQ1094
 EQ1094  STATE/COUNTY-  NM/CIBOLA
 EQ1094  USGS QUAD   -  PUERTO DE LOS CAVADORES (1964)
 EQ1094
 EQ1094                         *CURRENT SURVEY CONTROL
 EQ1094  ___________________________________________________________________
 EQ1094* NAD 83(1992)-  34 36 18.86006(N)    107 18 42.21744(W)     ADJUSTED  
 EQ1094* NAVD 88     -      2217.7    (meters)    7276.     (feet)  VERTCON   
 EQ1094  ___________________________________________________________________
 EQ1094  LAPLACE CORR-          -0.54  (seconds)                    DEFLEC99
 EQ1094  GEOID HEIGHT-         -21.02  (meters)                     GEOID03
 EQ1094
 EQ1094  HORZ ORDER  -  THIRD
 EQ1094
 EQ1094.The horizontal coordinates were established by classical geodetic methods
 EQ1094.and adjusted by the National Geodetic Survey in December 1993..
 EQ1094
 EQ1094.The NAVD 88 height was computed by applying the VERTCON shift value to
 EQ1094.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EQ1094
 EQ1094.The Laplace correction was computed from DEFLEC99 derived deflections.
 EQ1094
 EQ1094.The geoid height was determined by GEOID03.
 EQ1094
 EQ1094;                    North         East     Units Scale Factor Converg.
 EQ1094;SPC NM W     -   399,915.335   877,840.281   MT  0.99994487   +0 17 46.4
 EQ1094;SPC NM W     - 1,312,055.56  2,880,047.66   sFT  0.99994487   +0 17 46.4
 EQ1094;UTM  13      - 3,831,696.391   288,022.415   MT  1.00015388   -1 18 48.1
 EQ1094
 EQ1094!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EQ1094!SPC NM W     -   0.99965530  x   0.99994487  =   0.99960018
 EQ1094!UTM  13      -   0.99965530  x   1.00015388  =   0.99980912
 EQ1094
 EQ1094                          SUPERSEDED SURVEY CONTROL
 EQ1094
 EQ1094  NAD 83(1992)-  34 36 18.86435(N)    107 18 42.21936(W) AD(       ) 3
 EQ1094  NGVD 29 (01/22/92) 2216.8    (m)         7273.     (f) VERT ANG       
 EQ1094
 EQ1094.Superseded values are not recommended for survey control.
 EQ1094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ1094.See file dsdata.txt to determine how the superseded data were derived.
 EQ1094
 EQ1094_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBU8802231696(NAD 83)
 EQ1094_MARKER: DB = BENCH MARK DISK
 EQ1094_SETTING: 66 = SET IN ROCK OUTCROP
 EQ1094_SP_SET: SET IN ROCK OUTCROP
 EQ1094_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EQ1094+STABILITY: POSITION/ELEVATION WELL
 EQ1094
 EQ1094  HISTORY     - Date     Condition        Report By
 EQ1094  HISTORY     - 1952     MONUMENTED       USGS
 EQ1094
 EQ1094                          STATION DESCRIPTION
 EQ1094
 EQ1094'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 EQ1094'STATION IS LOCATED 25.0 MI. (AIRLINE) SW. OF CORREO AND ABOUT 31.0 MI.
 EQ1094'(AIRLINE) W. OF BELEN, ABOUT MIDWAY ON A HIGH RIDGE EXTENDING S. OF A
 EQ1094'HIGH MESA.
 EQ1094'
 EQ1094'TO REACH STATION BY JEEP FROM CORREO POST OFFICE, GO W. ON U.S.
 EQ1094'HIGHWAY 66 1.0 MI. TO RD. LEFT, TURN LEFT AND GO S. FOR 8.3 MI. TO
 EQ1094'WELL TRAVELED RD. (RIGHT FORK) AND CONTINUE ON MAIN TRAVELED RD. 16.2
 EQ1094'MI. MORE TO SLIGHTLY USED FORK TO LEFT, TAKE LEFT FORK FOR 0.2 MI. TO
 EQ1094'VERY LITTLE USED LEFT FORK, AND TAKE LEFT FORK FOR 1.9 MI. PAST DAM,
 EQ1094'THEN CONTINUE ABOUT 2.6 MI. FOLLOWING FAINT TRAIL AND MAIN DRAIN TO S.
 EQ1094'TO DEEP ARROYO, CROSS ARROYO AND GO LEFT UP RIDGE ABOUT 0.3 MI. TO END
 EQ1094'OF JEEP TRAVEL, THEN PACK UP SAME RIDGE TO WHERE IT JOINS MAIN RIDGE
 EQ1094'S. AND FOLLOW MAIN RIDGE ABOUT 0.25 MI. S. TO WHERE RIDGE STARTS TO
 EQ1094'ANGLE TO LEFT.  STATION IS ON HIGHEST PART OF RIDGE AT THIS POINT.
 EQ1094'
 EQ1094'STATION MARK--A STANDARD USGS BENCH MARK CEMENTED IN ROCK AND
 EQ1094'STAMPED---BONITO 1952---.
 EQ1094'
 EQ1094'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1437 ***********************************************************************
 GL1437  DESIGNATION -  BOOSTER STA BLACK WATER TK
 GL1437  PID         -  GL1437
 GL1437  STATE/COUNTY-  NM/UNION
 GL1437  USGS QUAD   -  RARDIN HILL (1972)
 GL1437
 GL1437                         *CURRENT SURVEY CONTROL
 GL1437  ___________________________________________________________________
 GL1437* NAD 83(1992)-  36 30 42.29554(N)    103 04 19.94617(W)     ADJUSTED  
 GL1437* NAVD 88     -                                                        
 GL1437  ___________________________________________________________________
 GL1437  LAPLACE CORR-          -6.06  (seconds)                    DEFLEC99
 GL1437  GEOID HEIGHT-         -22.36  (meters)                     GEOID03
 GL1437
 GL1437  HORZ ORDER  -  THIRD
 GL1437
 GL1437.The horizontal coordinates were established by classical geodetic methods
 GL1437.and adjusted by the National Geodetic Survey in December 1993..
 GL1437
 GL1437
 GL1437.The Laplace correction was computed from DEFLEC99 derived deflections.
 GL1437
 GL1437.The geoid height was determined by GEOID03.
 GL1437
 GL1437;                    North         East     Units Scale Factor Converg.
 GL1437;SPC NM E     -   612,038.079   277,961.019   MT  1.00006625   +0 45 01.6
 GL1437;SPC NM E     - 2,007,994.93    911,943.78   sFT  1.00006625   +0 45 01.6
 GL1437;SPC TX N     - 1,279,785.131    59,158.320   MT  1.00009316   -0 54 40.1
 GL1437;SPC TX N     - 4,198,761.72    194,088.59   sFT  1.00009316   -0 54 40.1
 GL1437;SPC OK N     -   179,600.798   145,867.306   MT  0.99996341   -2 59 36.1
 GL1437;SPC OK N     -   589,240.28    478,566.32   sFT  0.99996341   -2 59 36.1
 GL1437;UTM  13      - 4,042,439.607   672,627.499   MT  0.99996716   +1 08 50.3
 GL1437
 GL1437                          SUPERSEDED SURVEY CONTROL
 GL1437
 GL1437  NAD 83(1986)-  36 30 42.30534(N)    103 04 19.93970(W) AD(       ) 4
 GL1437  NAD 27      -  36 30 42.20900(N)    103 04 18.18500(W) AD(       ) 3
 GL1437
 GL1437.Superseded values are not recommended for survey control.
 GL1437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1437.See file dsdata.txt to determine how the superseded data were derived.
 GL1437
 GL1437_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA7262742440(NAD 83)
 GL1437_MARKER: 51 = TANK
 GL1437
 GL1437  HISTORY     - Date     Condition        Report By
 GL1437  HISTORY     - 1931     FIRST OBSERVED   CGS
 GL1437  HISTORY     - 1972     GOOD             USGS
 GL1437
 GL1437                          STATION DESCRIPTION
 GL1437
 GL1437'DESCRIBED BY US GEOLOGICAL SURVEY 1972 (TET)
 GL1437'THE FORMER COMPRESSOR STATION INSTALLATION OPERATED BY THE
 GL1437'COLORADO INTERSTATE GAS CO., HAS BEEN DISMANTLED AND IS NOW
 GL1437'PRIVATE PROPERTY.  STATION DESCRIBED IS STILL IN TACT BUT
 GL1437'PAINTED WHITE.  IT IS LOCATED CENTRALLY IN REMAINS OF FOUNDATIONS
 GL1437'AND LANDSCAPED AREA, WHICH IS SURROUNDED BY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1433 ***********************************************************************
 GL1433  DESIGNATION -  BOOSTER STA RED PLATFORM TK
 GL1433  PID         -  GL1433
 GL1433  STATE/COUNTY-  NM/UNION
 GL1433  USGS QUAD   -  RARDIN HILL (1972)
 GL1433
 GL1433                         *CURRENT SURVEY CONTROL
 GL1433  ___________________________________________________________________
 GL1433* NAD 83(1992)-  36 30 46.01227(N)    103 04 08.20947(W)     ADJUSTED  
 GL1433* NAVD 88     -                                                        
 GL1433  ___________________________________________________________________
 GL1433  LAPLACE CORR-          -6.04  (seconds)                    DEFLEC99
 GL1433  GEOID HEIGHT-         -22.37  (meters)                     GEOID03
 GL1433
 GL1433  HORZ ORDER  -  THIRD
 GL1433
 GL1433.The horizontal coordinates were established by classical geodetic methods
 GL1433.and adjusted by the National Geodetic Survey in December 1993..
 GL1433
 GL1433
 GL1433.The Laplace correction was computed from DEFLEC99 derived deflections.
 GL1433
 GL1433.The geoid height was determined by GEOID03.
 GL1433
 GL1433;                    North         East     Units Scale Factor Converg.
 GL1433;SPC NM E     -   612,156.474   278,251.549   MT  1.00006706   +0 45 08.6
 GL1433;SPC NM E     - 2,008,383.37    912,896.96   sFT  1.00006706   +0 45 08.6
 GL1433;SPC TX N     - 1,279,895.054    59,452.169   MT  1.00009350   -0 54 33.3
 GL1433;SPC TX N     - 4,199,122.36    195,052.66   sFT  1.00009350   -0 54 33.3
 GL1433;SPC OK N     -   179,699.960   146,164.916   MT  0.99996352   -2 59 29.1
 GL1433;SPC OK N     -   589,565.62    479,542.73   sFT  0.99996352   -2 59 29.1
 GL1433;UTM  13      - 4,042,559.999   672,917.173   MT  0.99996840   +1 08 57.4
 GL1433
 GL1433                          SUPERSEDED SURVEY CONTROL
 GL1433
 GL1433  NAD 83(1986)-  36 30 46.02234(N)    103 04 08.20309(W) AD(       ) 4
 GL1433  NAD 27      -  36 30 45.93000(N)    103 04 06.44000(W) AD(       ) 3
 GL1433
 GL1433.Superseded values are not recommended for survey control.
 GL1433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1433.See file dsdata.txt to determine how the superseded data were derived.
 GL1433
 GL1433_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA7291742560(NAD 83)
 GL1433_MARKER: 53 = ELEVATED TANK
 GL1433
 GL1433  HISTORY     - Date     Condition        Report By
 GL1433  HISTORY     - 1931     FIRST OBSERVED   CGS
 GL1433  HISTORY     - 1972     GOOD             USGS
 GL1433
 GL1433                          STATION DESCRIPTION
 GL1433
 GL1433'DESCRIBED BY US GEOLOGICAL SURVEY 1972 (TET)
 GL1433'FORMER COMPRESSOR STATION OPERATED BY COLORADO INTERSTATE GAS
 GL1433'CO., HAS BEEN DISMANTLED AND IS NOW PRIVATE PROPERTY.  TANK IS ON
 GL1433'WHITE WOODEN-METAL TOWER AND STANDS AT THE NE CORNER OF WHAT WAS
 GL1433'FORMERLY A HOUSING AREA.  SEVERAL RESIDENCES REMAIN, BUT ARE
 GL1433'PRIVATE HOMES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0905 ***********************************************************************
 DR0905  DESIGNATION -  BORDER
 DR0905  PID         -  DR0905
 DR0905  STATE/COUNTY-  NM/LINCOLN
 DR0905  USGS QUAD   -  HORSESHOE BEND (1988)
 DR0905
 DR0905                         *CURRENT SURVEY CONTROL
 DR0905  ___________________________________________________________________
 DR0905* NAD 83(1992)-  33 20 28.01203(N)    104 58 03.15081(W)     ADJUSTED  
 DR0905* NAVD 88     -      1541.     (meters)    5056.     (feet)  SCALED    
 DR0905  ___________________________________________________________________
 DR0905  LAPLACE CORR-          -5.57  (seconds)                    DEFLEC99
 DR0905  GEOID HEIGHT-         -22.12  (meters)                     GEOID03
 DR0905
 DR0905  HORZ ORDER  -  FIRST
 DR0905
 DR0905.The horizontal coordinates were established by classical geodetic methods
 DR0905.and adjusted by the National Geodetic Survey in December 1993..
 DR0905
 DR0905.The orthometric height was scaled from a topographic map.
 DR0905
 DR0905.The Laplace correction was computed from DEFLEC99 derived deflections.
 DR0905
 DR0905.The geoid height was determined by GEOID03.
 DR0905
 DR0905;                    North         East     Units Scale Factor Converg.
 DR0905;SPC NM C     -   260,314.297   619,378.560   MT  1.00007565   +0 42 17.8
 DR0905;SPC NM C     -   854,047.82  2,032,077.83   sFT  1.00007565   +0 42 17.8
 DR0905;SPC NM E     -   259,761.851   105,965.177   MT  0.99995204   -0 20 54.9
 DR0905;SPC NM E     -   852,235.34    347,654.08   sFT  0.99995204   -0 20 54.9
 DR0905;UTM  13      - 3,689,104.431   503,020.380   MT  0.99960011   +0 01 04.2
 DR0905
 DR0905!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR0905!SPC NM C     -   0.99976166  x   1.00007565  =   0.99983729
 DR0905!SPC NM E     -   0.99976166  x   0.99995204  =   0.99971371
 DR0905!UTM  13      -   0.99976166  x   0.99960011  =   0.99936186
 DR0905
 DR0905|---------------------------------------------------------------------|
 DR0905| PID    Reference Object                     Distance      Geod. Az  |
 DR0905|                                                           dddmmss.s |
 DR0905| CJ6688 BORDER RM 2                          12.329 METERS 03310     |
 DR0905| CJ6686 BORDER AZ MK                                       2065636.6 |
 DR0905| CJ6687 BORDER RM 1                           6.528 METERS 28820     |
 DR0905|---------------------------------------------------------------------|
 DR0905
 DR0905                          SUPERSEDED SURVEY CONTROL
 DR0905
 DR0905  NAD 83(1986)-  33 20 28.01599(N)    104 58 03.14969(W) AD(       ) 1
 DR0905  NAD 27      -  33 20 27.67080(N)    104 58 01.23290(W) AD(       ) 1
 DR0905
 DR0905.Superseded values are not recommended for survey control.
 DR0905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0905.See file dsdata.txt to determine how the superseded data were derived.
 DR0905
 DR0905_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES0302089104(NAD 83)
 DR0905_MARKER: DS = TRIANGULATION STATION DISK
 DR0905_SETTING: 80 = SET IN A BOULDER
 DR0905_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 DR0905
 DR0905  HISTORY     - Date     Condition        Report By
 DR0905  HISTORY     - 1934     MONUMENTED       CGS
 DR0905  HISTORY     - 1961     GOOD             CGS
 DR0905
 DR0905                          STATION DESCRIPTION
 DR0905
 DR0905'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 DR0905'ABOUT 12 MILES (NOT AIR LINE) EAST OF PICACHO, ON THE HIGHEST
 DR0905'POINT OF BORDER RANGE FOR SEVERAL MILES IN EITHER DIRECTION.  THERE
 DR0905'ARE LOWER PEAKS TO THE NORTH AND SOUTH.  TO REACH FROM BORDER
 DR0905'HILL SERVICE STATION, WHICH IS 18.6 MILES EAST OF TINNIE ON
 DR0905'U.S. HIGHWAY 70, GO SOUTHWEST ABOUT 1/2 MILE ON OLD HIGHWAY,
 DR0905'TURN OFF THE ROAD AND GO SOUTH ACROSS COUNTRY ALONG THE WEST
 DR0905'SIDE OF A RANGE OF HILLS TO A POINT BELOW THE HIGHEST HILL IN
 DR0905'THE VICINITY, GO UP RIDGE TO THE NORTH OF THE PEAK AND FOLLOW
 DR0905'TOP OF RIDGE TO THE STATION.  THE STATION MARK IS A STANDARD
 DR0905'DISK SET IN A BOULDER.  THE UNDERGROUND
 DR0905'MARK IS A STANDARD DISK SET IN CONCRETE.
 DR0905'THE REFERENCE AND AZIMUTH MARKS ARE STANDARD DISKS SET IN
 DR0905'BEDROCK.  REFERENCE MARK NO. 1 IS
 DR0905'6.635 METERS (21.77 FEET) FROM STATION,
 DR0905'AND NO. 2 IS 12.349 METERS (40.52 FEET) FROM STATION.
 DR0905'THE AZIMUTH MARK IS 2 FEET
 DR0905'NORTHWEST OF A 2-FOOT ROCK CAIRN, ON PEAK AND APRPROXIMATELY
 DR0905'1/2 MILE FROM STATION.
 DR0905
 DR0905                          STATION RECOVERY (1961)
 DR0905
 DR0905'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GWM)
 DR0905'THE STATION WAS REACHED BY USING THE RECONNAISSANCE DESCRIPTION.
 DR0905'ALL MARKS WERE RECOVERED IN GOOD CONDITION.  SOME DISCREPANCY IN
 DR0905'DISTANCE AND DIRECTION TO MARKS WAS DOUBLE CHECKED IN THE FIELD.
 DR0905'THE DATE 1934 WAS STAMPED ON REFERENCE AND AZIMUTH MARKS AT
 DR0905'THIS TIME.  AN UP-TO-DATE DESCRIPTION FOLLOWS--
 DR0905'
 DR0905'LOCATED, AIRLINE, ABOUT 26 MILES WEST OF ROSWELL, 18-1/4 MILES
 DR0905'EAST OF THE HIGHWAY JUNCTION AT HONDO, 1 MILE NORTH OF THE RIO
 DR0905'HONDO, AND 1 MILE SOUTH OF U.S. HIGHWAYS 70 AND 380 ON THE
 DR0905'HIGHEST HILL OF THE BORDER RANGE, A LINE OF ROUNDED, BARREN,
 DR0905'HILLS LYING IN A NORTHEAST-SOUTHWEST DIRECTION JUST WEST OF THE
 DR0905'CHAVES-LINCOLN COUNTY LINE.
 DR0905'
 DR0905'TO REACH FROM THE INTERSECTION OF SECOND AND MAIN STREETS IN
 DR0905'ROSWELL GO WEST ON U.S. HIGHWAYS 70 AND 380 FOR 20.6 MILES TO THE
 DR0905'COUNTY LINE.  CONTINUE WEST 3.7 MILES TO A CUT WHERE THE HIGHWAY
 DR0905'CROSSES THE BORDER RANGE.  GO WEST 1.3 MILES TO A CATTLE GUARD
 DR0905'AND A BLADED ROAD ON THE LEFT.  TURN LEFT AND FOLLOW GRAVEL ROAD
 DR0905'SOUTH 0.7 MILE TO THE TOP OF A LOW PASS.  TURN RIGHT, LEAVE THE
 DR0905'ROAD, AND PICK WAY SOUTH, UPHILL, 0.3 MILE TO THE HIGHEST
 DR0905'POINT AND THE STATION.
 DR0905'
 DR0905'THE STATION MARK IS A STANDARD DISK STAMPED BORDER 1934 CEMENTED
 DR0905'IN A DRILL HOLE IN OUTCROPPING BEDROCK 2 FEET LONG AND 15 INCHES
 DR0905'WIDE ABOUT FLUSH WITH THE GROUND.  IT IS 18 FEET WEST OF THE
 DR0905'HIGHEST POINT OF THE HILL AND 8 FEET SOUTH OF A 28-INCH ROCK
 DR0905'CAIRN.
 DR0905'
 DR0905'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED BORDER NO
 DR0905'1 1934 CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK 10 INCHES
 DR0905'WIDE AND 20 INCHES LONG PROJECTING ABOUT 4 INCHES ON ITS
 DR0905'DOWNHILL SIDE.  IT IS ON THE WEST SLOPE OF THE HILL ABOUT 2
 DR0905'FEET LOWER THAN THE STATION MARK.
 DR0905'
 DR0905'REFERENCE MARK NUMBER NOW IS A STANDARD DISK STAMPED BORDER NO
 DR0905'2 1934 CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK ABOUT
 DR0905'1 FOOT SQUARE PROJECTING 1 INCH ABOVE GROUND.  IT IS ON THE CREST
 DR0905'OF THE RIDGE JUST NORTH OF THE HIGHEST POINT AND ABOUT 1 FOOT
 DR0905'HIGHER THAN STATION ELEVATION.
 DR0905'
 DR0905'THE AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK STAMPED BORDER
 DR0905'AZIMUTH 1934 CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK
 DR0905'ABOUT 1 FOOT SQUARE EXPOSED AND PROJECTING 1-1/2 INCHES ABOVE
 DR0905'GROUND.  IT IS ABOUT 2 FEET NORTHWEST OF A 15-INCH CAIRN.  TO REACH
 DR0905'THE AZIMUTH MARK FROM THE STATION PACK SOUTHWEST ACROSS A
 DR0905'FENCE LINE TO THE THIRD HUMP IN THE RIDGE AND THE MARK.
 DR0905'ANOTHER FENCE LINE CROSSES THE RIDGE ABOUT 100 YARDS SOUTH OF
 DR0905'THE AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0244 ***********************************************************************
 EQ0244  DESIGNATION -  BOSQUE
 EQ0244  PID         -  EQ0244
 EQ0244  STATE/COUNTY-  NM/SOCORRO
 EQ0244  USGS QUAD   -  VEGUITA (1991)
 EQ0244
 EQ0244                         *CURRENT SURVEY CONTROL
 EQ0244  ___________________________________________________________________
 EQ0244* NAD 83(1992)-  34 33 36.66402(N)    106 47 20.76599(W)     ADJUSTED  
 EQ0244* NAVD 88     -      1455.628  (meters)    4775.67   (feet)  ADJUSTED  
 EQ0244  ___________________________________________________________________
 EQ0244  LAPLACE CORR-           1.01  (seconds)                    DEFLEC99
 EQ0244  GEOID HEIGHT-         -21.86  (meters)                     GEOID03
 EQ0244  DYNAMIC HT  -        1453.611 (meters)    4769.06  (feet)  COMP
 EQ0244  MODELED GRAV-     979,199.2   (mgal)                       NAVD 88
 EQ0244
 EQ0244  HORZ ORDER  -  FIRST
 EQ0244  VERT ORDER  -  FIRST     CLASS II
 EQ0244
 EQ0244.The horizontal coordinates were established by classical geodetic methods
 EQ0244.and adjusted by the National Geodetic Survey in December 1993..
 EQ0244
 EQ0244.The orthometric height was determined by differential leveling
 EQ0244.and adjusted by the National Geodetic Survey in June 1991..
 EQ0244.WARNING-Repeat measurements at this control monument indicate possible
 EQ0244.vertical movement.
 EQ0244
 EQ0244.The Laplace correction was computed from DEFLEC99 derived deflections.
 EQ0244
 EQ0244.The geoid height was determined by GEOID03.
 EQ0244
 EQ0244.The dynamic height is computed by dividing the NAVD 88
 EQ0244.geopotential number by the normal gravity value computed on the
 EQ0244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0244.degrees latitude (g = 980.6199 gals.).
 EQ0244
 EQ0244.The modeled gravity was interpolated from observed gravity values.
 EQ0244
 EQ0244;                    North         East     Units Scale Factor Converg.
 EQ0244;SPC NM C     -   394,919.501   450,529.206   MT  0.99993016   -0 18 21.0
 EQ0244;SPC NM C     - 1,295,665.06  1,478,111.24   sFT  0.99993016   -0 18 21.0
 EQ0244;SPC NM W     -   395,289.450   925,827.166   MT  1.00002981   +0 35 32.7
 EQ0244;SPC NM W     - 1,296,878.80  3,037,484.63   sFT  1.00002981   +0 35 32.7
 EQ0244;UTM  13      - 3,825,724.955   335,863.199   MT  0.99993207   -1 00 54.5
 EQ0244
 EQ0244!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EQ0244!SPC NM C     -   0.99977499  x   0.99993016  =   0.99970516
 EQ0244!SPC NM W     -   0.99977499  x   1.00002981  =   0.99980479
 EQ0244!UTM  13      -   0.99977499  x   0.99993207  =   0.99970707
 EQ0244
 EQ0244|---------------------------------------------------------------------|
 EQ0244| PID    Reference Object                     Distance      Geod. Az  |
 EQ0244|                                                           dddmmss.s |
 EQ0244| EQ0243 BOSQUE RM 1                          20.119 METERS 00130     |
 EQ0244| EQ0735 WINDMILL W OF BELEN NORTH BASE      APPROX.10.8 KM 1400622.9 |
 EQ0244| CD1676 4770.11                                            1902419.9 |
 EQ0244| EQ0242 BOSQUE RM 2                          36.071 METERS 28421     |
 EQ0244| EQ0977 BOSQUE CATHOLIC CHURCH CROSS         54.744 METERS 31835     |
 EQ0244|---------------------------------------------------------------------|
 EQ0244
 EQ0244                          SUPERSEDED SURVEY CONTROL
 EQ0244
 EQ0244  NAD 83(1986)-  34 33 36.66931(N)    106 47 20.76556(W) AD(       ) 1
 EQ0244  NAD 27      -  34 33 36.44917(N)    106 47 18.66651(W) AD(       ) 1
 EQ0244  NGVD 29 (??/??/92) 1454.670  (m)         4772.53   (f) ADJ UNCH    1 2
 EQ0244
 EQ0244.Superseded values are not recommended for survey control.
 EQ0244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0244.See file dsdata.txt to determine how the superseded data were derived.
 EQ0244
 EQ0244_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU3586325725(NAD 83)
 EQ0244_MARKER: DS = TRIANGULATION STATION DISK
 EQ0244_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EQ0244_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EQ0244_STAMPING: BOSQUE 1946
 EQ0244_MARK LOGO: CGS   
 EQ0244_PROJECTION: PROJECTING 20 CENTIMETERS
 EQ0244_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EQ0244
 EQ0244  HISTORY     - Date     Condition        Report By
 EQ0244  HISTORY     - 1946     MONUMENTED       CGS
 EQ0244  HISTORY     - 1951     GOOD             CGS
 EQ0244  HISTORY     - 1951     GOOD             NGS
 EQ0244  HISTORY     - 1954     GOOD             CGS
 EQ0244  HISTORY     - 1982     GOOD             NGS
 EQ0244
 EQ0244                          STATION DESCRIPTION
 EQ0244
 EQ0244'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAE)
 EQ0244'STATION IS LOCATED AT BOSQUE, A SMALL SETTLEMENT ABOUT 7 MILES
 EQ0244'S OF BELEN, ON U.S. HIGHWAY 85.  IT IS LOCATED ON THE ATCHISON,
 EQ0244'TOPEKA AND SANTA FE RAILWAY RIGHT-OF-WAY AND IS E OF THE
 EQ0244'HIGHWAY AND N OF THE MAIN CROSSROAD IN BOSQUE.
 EQ0244'
 EQ0244'TO REACH THE STATION FROM BELEN, GO S ON U.S. HIGHWAY 85
 EQ0244'FOR 7 MILES TO BOSQUE (THIS POINT IS A FEW FEET S OF THE
 EQ0244'CHURCH ON THE W SIDE OF THE HIGHWAY), AND ABOUT 60 FEET N
 EQ0244'OF THE MAIN CROSSROAD IN THE VILLAGE.  CROSS THE E FENCE ALONG
 EQ0244'THE HIGHWAY, THE STATION BEING BETWEEN THIS FENCE AND THE
 EQ0244'RAILROAD TRACK.
 EQ0244'
 EQ0244'STATION MARK IS A BRONZE STATION DISK SET IN A 12-INCH SQUARE
 EQ0244'CONCRETE POST PROJECTING ABOUT 3 INCHES AND STAMPED BOSQUE 1946.
 EQ0244'IT IS 62.8 FEET N OF THE CROSSROAD, 47.2 FEET E OF THE CENTER
 EQ0244'OF U.S. HIGHWAY 85, 33.9 FEET W OF THE W RAIL OF THE ATCHISON,
 EQ0244'TOPEKA AND SANTA FE RAILWAY TRACK, 45.5 FEET SSW OF THE
 EQ0244'RAILROAD SIGN BOSQUE, 21.2 FEET N OF THE E-W FENCE, 13.2 FEET
 EQ0244'E OF THE N-S FENCE, AND 13 FEET ENE OF A WHITE WITNESS POST.
 EQ0244'UNDERGROUND MARK IS A BRONZE STATION DISK IN CONCRETE.
 EQ0244'
 EQ0244'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A 12-INCH-SQUARE
 EQ0244'CONCRETE POST PROJECTING ABOUT 3 INCHES AND STAMPED BOSQUE
 EQ0244'NO 1 1946.  IT IS N OF THE STATION, ABOUT LEVEL WITH IT, AND
 EQ0244'3.4 FEET E OF THE N-S FENCE.
 EQ0244'
 EQ0244'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A 12-INCH-SQUARE
 EQ0244'CONCRETE POST PROJECTING ABOUT 3 INCHES AND STAMPED BOSQUE
 EQ0244'NO 2 1946.  IT IS W OF THE STATION, ABOUT LEVEL WITH IT, 71.7
 EQ0244'FEET W OF THE CENTER OF U.S. HIGHWAY 85, AND 3 FEET N OF THE
 EQ0244'E-W FENCE.
 EQ0244'
 EQ0244'AZIMUTH MARK IS A BRASS DISK SET IN THE TOP OF A 3-INCH IRON
 EQ0244'PIPE PROJECTING ABOUT 8 INCHES AND STAMPED MIDDLE RIO GRANDE
 EQ0244'CONSERVANCY DIST. BM ELEVATION ABOVE SEA 477011 (THERE IS
 EQ0244'NO DECIMAL POINT) 1-15-1932.  IT IS 0.4 MILE S OF THE STATION,
 EQ0244'45 FEET W OF THE W RAIL OF THE ATCHISON, TOPEKA AND SANTA
 EQ0244'FE RAILWAY TRACK, 36 FEET E OF THE CENTER OF U.S. HIGHWAY
 EQ0244'85, 2.4 FEET N OF A WHITE WITNESS POST, 1.7 FEET E OF THE
 EQ0244'FENCE, AND DUE W OF A STEEL RAILROAD MARKER NUMBERED 940.
 EQ0244
 EQ0244                          STATION RECOVERY (1951)
 EQ0244
 EQ0244'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (WMH)
 EQ0244'ALL MARKS ARE IN GOOD CONDITION.
 EQ0244'
 EQ0244'STATION IS 6.9 MILES S ALONG U.S. HIGHWAY 85 FROM THE POST
 EQ0244'OFFICE AT BELEN, AT THE VILLAGE OF BOSQUE, 47 FEET E OF THE
 EQ0244'CENTER LINE OF THE HIGHWAY, 55 FEET N OF THE CENTER LINE OF
 EQ0244'AN E-W ROAD, 33.5 FEET W OF THE W RAIL OF THE ATCHISON,
 EQ0244'TOPEKA AND SANTA FE RAILROAD, 17 FEET NE OF A POWER POLE,
 EQ0244'AND 13 FEET NE OF A WITNESS POST.
 EQ0244'
 EQ0244'STATION MARK IS A STATION DISK SET IN THE TOP OF A CONCRETE
 EQ0244'POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND, AND IS STAMPED
 EQ0244'BOSQUE 1946.
 EQ0244'
 EQ0244'REFERENCE MARK 1 IS 66.3 FEET NW OF THE STATION, 43.5 FEET W
 EQ0244'OF THE W RAIL OF THE RAILROAD, 37 FEET E OF THE CENTER LINE
 EQ0244'OF THE HIGHWAY, AND 3.5 FEET E OF A FENCE.  IT IS A REFERENCE
 EQ0244'MARK DISK, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 EQ0244'0.2 FOOT ABOVE THE GROUND, AND IS STAMPED BOSQUE NO 1 1946.
 EQ0244'
 EQ0244'REFERENCE MARK 2 IS 119.0 FEET W OF THE STATION, 92 FEET
 EQ0244'SE OF THE SE CORNER OF A CHURCH, 71 FEET W OF THE CENTER
 EQ0244'LINE OF THE HIGHWAY, AND 3 FEET N OF AN E-W FENCE.  IT IS
 EQ0244'A REFERENCE MARK DISK, SET IN THE TOP OF A CONCRETE POST
 EQ0244'WHICH IS FLUSH WITH THE GROUND, AND IS STAMPED BOSQUE NO 2 1946.
 EQ0244'
 EQ0244'4770 (M.R.G.C.D.) IS THE AZIMUTH MARK FOR THIS STATION.  IT
 EQ0244'IS 0.4 MILE S OF THE STATION, 0.4 MILE S OF THE CROSS ROAD
 EQ0244'AT BOSQUE, 120 FEET NW OF RAILROAD MILEPOST 940, 45 FEET
 EQ0244'W OF THE W RAIL OF THE RAILROAD, 35 FEET E OF THE CENTER
 EQ0244'LINE OF U.S. HIGHWAY 85, 1.3 FEET E OF A FENCE, AND 3.5 FEET
 EQ0244'N OF A WITNESS POST.  MARK IS AN M.R.G.C.D. DISK SET IN THE
 EQ0244'TOP OF A 3-1/2 IN. IRON PIPE WHICH PROJECTS 0.8 FT. ABOVE THE
 EQ0244'GROUND AND IS STAMPED 4770 11 1 15 1932.
 EQ0244
 EQ0244                          STATION RECOVERY (1951)
 EQ0244
 EQ0244'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 EQ0244'6.9 MI S FROM BELEN.
 EQ0244'6.9 MILES SOUTH ALONG U.S. HIGHWAY 85 FROM THE POST OFFICE AT BELEN,
 EQ0244'AT THE VILLAGE OF BOSQUE, 47 FEET EAST OF THE CENTER LINE OF THE
 EQ0244'HIGHWAY, 55 FEET NORTH OF THE CENTER LINE OF AN EAST AND WEST ROAD,
 EQ0244'33.5 FEET WEST OF THE WEST RAIL OF THE ATCHISON, TOPEKA AND SANTA FE
 EQ0244'RAILROAD, 17 FEET NORTHEAST OF A POWER POLE, 13 FEET NORTHEAST OF A
 EQ0244'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2
 EQ0244'FOOT ABOVE THE GROUND.
 EQ0244
 EQ0244                          STATION RECOVERY (1954)
 EQ0244
 EQ0244'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (WRH)
 EQ0244'STATION RECOVERED AS DESCRIBED AND ALL MARKS ARE IN GOOD
 EQ0244'CONDITION.  A COMPLETE DESCRIPTION FOLLOWS.
 EQ0244'
 EQ0244'STATION IS LOCATED AT BOSQUE, A SMALL SETTLEMENT ABOUT 7
 EQ0244'MILES SOUTH OF BELEN, ON U.S. HIGHWAY 85.  IT IS ON THE
 EQ0244'A.T. AND S.F. RAILROAD RIGHT-OF-WAY, EAST OF THE HIGHWAY
 EQ0244'AND NORTH OF THE MAIN CROSS ROAD IN BOSQUE.
 EQ0244'
 EQ0244'STATION IS REACHED FROM THE U.S. POST OFFICE AT BOSQUE BY
 EQ0244'GOING SOUTHEAST FOR 100 YARDS TO THE NORTHEAST CORNER OF
 EQ0244'THE CROSS ROADS AND THE STATION.
 EQ0244'
 EQ0244'STATION MARK, STAMPED BOSQUE 1946, IS A STANDARD DISK SET IN
 EQ0244'THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT PROJECTS 2 INCHES.
 EQ0244'IT IS 56.8 FEET NORTH OF THE CENTERLINE OF THE CROSS ROAD,
 EQ0244'47.2 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 33.9 FEET
 EQ0244'WEST OF THE WEST RAIL OF THE RAILROAD TRACKS, 13.2 FEET EAST
 EQ0244'OF THE FENCE LINE AND 15.0 FEET NORTHEAST OF A POWER LINE POLE.
 EQ0244'
 EQ0244'REFERENCE MARK NUMBER 1, STAMPED BOSQUE NO 1 1946, IS A
 EQ0244'STANDARD DISK SET IN THE TOP OF A 12 INCH SQUARE CONCRETE
 EQ0244'POST THAT PROJECTS 2 INCHES AND IS AT THE SAME ELEVATION AS
 EQ0244'THE STATION.  IT IS 43.0 FEET WEST OF THE WEST RAIL OF THE
 EQ0244'RAILROAD TRACKS, 37.0 FEET EAST OF THE CENTERLINE OF THE
 EQ0244'HIGHWAY, 3.4 FEET EAST OF THE FENCE LINE AND 6.0 FEET NORTHEAST
 EQ0244'OF A TURNSTILE IN THE FENCE LINE.
 EQ0244'
 EQ0244'REFERENCE MARK NUMBER 2, STAMPED BOSQUE NO 2 1946, IS A STANDARD
 EQ0244'DISK SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT
 EQ0244'IS FLUSH WITH THE GROUND AND AT THE SAME ELEVATION AS THE STATION.
 EQ0244'IT IS IN THE SOUTHEAST CORNER OF THE BOSQUE CATHOLIC CHURCH
 EQ0244'YARD, 71.7 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 5.0
 EQ0244'FEET WEST NORTHWEST OF THE WEST GATE POST OF THE CHURCH YARD
 EQ0244'AND 2.5 FEET NORTH OF THE FENCE LINE.
 EQ0244'
 EQ0244'MIDDLE RIO GRANDE CONSERVANCY DISTRICT BENCH MARK DISK, STAMPED
 EQ0244'4770.11 1 15 2, IS SET IN THE TOP OF A 3 INCH IRON PIPE THAT
 EQ0244'PROJECTS 8 INCHES.  IT SERVES AS THE AZIMUTH MARK.  IT IS
 EQ0244'36.0 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 45.0 FEET
 EQ0244'WEST OF THE WEST RAIL OF THE RAILROAD TRACKS, 2.0 FEET EAST
 EQ0244'OF THE FENCE LINE AND ON THE RAILROAD PROPERTY.  TO REACH
 EQ0244'THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON U.S. HIGHWAY
 EQ0244'85 FOR 0.4 MILE TO THE AZIMUTH MARK ON THE LEFT.
 EQ0244'
 EQ0244'NOTE--DIFFERENCE IN MEASUREMENTS TO THE REFERENCE MARKS WERE
 EQ0244'NOTED AND CHECKED IN THE FIELD.
 EQ0244
 EQ0244                          STATION RECOVERY (1982)
 EQ0244
 EQ0244'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 EQ0244'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  16.1 KM (10.0
 EQ0244'MI) NORTHERLY ALONG STATE HIGHWAY 116 FROM ITS JUNCTION WITH U. S.
 EQ0244'HIGHWAY 60 IN BERNARDO, 16.8 METERS (55.1 FT) NORTH OF THE CENTERLINE
 EQ0244'OF STATE HIGHWAY 346, 14.4 METERS (47.2 FT) EAST OF THE CENTERLINE OF
 EQ0244'THE HIGHWAY, 10.2 METERS (33.5 FT) WEST OF THE NEAR RAIL OF THE SANTA
 EQ0244'FE RAILROAD AND 5.2 METERS (17.1 FT) NORTHEAST OF UTILITY POLE NUMBER
 EQ0244'A 122.
 EQ0244'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 EQ0244'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0858 ***********************************************************************
 DR0858  DESIGNATION -  BOSQUE
 DR0858  PID         -  DR0858
 DR0858  STATE/COUNTY-  NM/CHAVES
 DR0858  USGS QUAD   -  COTTONWOOD DRAW (1982)
 DR0858
 DR0858                         *CURRENT SURVEY CONTROL
 DR0858  ___________________________________________________________________
 DR0858* NAD 83(1992)-  33 45 25.59882(N)    104 15 35.98955(W)     ADJUSTED  
 DR0858* NAVD 88     -      1187.5    (meters)    3896.     (feet)  VERTCON   
 DR0858  ___________________________________________________________________
 DR0858  LAPLACE CORR-           1.28  (seconds)                    DEFLEC99
 DR0858  GEOID HEIGHT-         -23.36  (meters)                     GEOID03
 DR0858
 DR0858  HORZ ORDER  -  SECOND
 DR0858
 DR0858.The horizontal coordinates were established by classical geodetic methods
 DR0858.and adjusted by the National Geodetic Survey in December 1993..
 DR0858
 DR0858.The NAVD 88 height was computed by applying the VERTCON shift value to
 DR0858.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DR0858
 DR0858.The Laplace correction was computed from DEFLEC99 derived deflections.
 DR0858
 DR0858.The geoid height was determined by GEOID03.
 DR0858
 DR0858;                    North         East     Units Scale Factor Converg.
 DR0858;SPC NM E     -   305,720.420   171,793.758   MT  0.99990966   +0 02 26.7
 DR0858;SPC NM E     - 1,003,017.74    563,626.69   sFT  0.99990966   +0 02 26.7
 DR0858;UTM  13      - 3,735,471.364   568,532.286   MT  0.99965790   +0 24 40.4
 DR0858
 DR0858!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR0858!SPC NM E     -   0.99981728  x   0.99990966  =   0.99972696
 DR0858!UTM  13      -   0.99981728  x   0.99965790  =   0.99947524
 DR0858
 DR0858|---------------------------------------------------------------------|
 DR0858| PID    Reference Object                     Distance      Geod. Az  |
 DR0858|                                                           dddmmss.s |
 DR0858| CJ6692 BOSQUE RM 1                           9.700 METERS 02024     |
 DR0858| DR0847 HAYSTACK                            APPROX. 6.1 KM 0663920.2 |
 DR0858| CJ6693 BOSQUE RM 2                          10.530 METERS 29528     |
 DR0858|---------------------------------------------------------------------|
 DR0858
 DR0858                          SUPERSEDED SURVEY CONTROL
 DR0858
 DR0858  NAD 83(1986)-  33 45 25.60464(N)    104 15 35.98575(W) AD(       ) 2
 DR0858  NAD 27      -  33 45 25.28836(N)    104 15 34.10374(W) AD(       ) 2
 DR0858  NGVD 29 (07/19/86) 1186.9    (m)         3894.     (f) VERT ANG       
 DR0858
 DR0858.Superseded values are not recommended for survey control.
 DR0858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0858.See file dsdata.txt to determine how the superseded data were derived.
 DR0858
 DR0858_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SET6853235471(NAD 83)
 DR0858_MARKER: DD = SURVEY DISK
 DR0858_SETTING: 66 = SET IN ROCK OUTCROP
 DR0858_SP_SET: PARTIALLY EXPOSED BEDROCK
 DR0858
 DR0858  HISTORY     - Date     Condition        Report By
 DR0858  HISTORY     - 1967     MONUMENTED       USGS
 DR0858
 DR0858                          STATION DESCRIPTION
 DR0858
 DR0858'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (EGE)
 DR0858'STATION IS LOCATED S 61 DEG E., ABOUT 23 MI. (AIRLINE) FROM THE
 DR0858'JUNCTION OF U.S. HIGHWAY 285 AND STATE HIGHWAY 20.  N 31 DEG
 DR0858'E, ABOUT 39 MI. (AIRLINE) FROM ROSWELL, NEW MEXICO.  2.5 MI.
 DR0858'E. OF THE PECOS RIVER.  0.1 MI. W. OF A GOOD DIRT RD.  10 FT.
 DR0858'S OF A DIM TRACK RD.  ON A LOW TOP.  IN NW 1/4 SEC. 36, T.6S.,
 DR0858'R.26E.  STATION CAN BE LOCATED FROM THE ROSWELL (NI 13-8) AMS
 DR0858'1/250,000 SERIES MAP.
 DR0858'
 DR0858'STATION MARK--A STANDARD USGS BRONZE TABLET CRIMPED TO A 2.2
 DR0858'FT. COPPERWELD ROD CEMENTED 18 IN. IN BEDROCK, CENTERED IN 6 IN.
 DR0858'TILE 12 IN. LONG FILLED WITH GRAVEL, FLUSH WITH GROUND AND
 DR0858'STAMPED BOSQUE ET 1967.  STATION IS 5 FT. W. OF USGS WITNESS
 DR0858'SIGN MOUNTED ON METAL POST.
 DR0858'
 DR0858'REFERENCE MARK NO. 1--A STANDARD USGS REFERENCE MARK TABLET
 DR0858'CRIMPED TO A 2.3 FT. COPPERWELD ROD CEMENTED 12 IN. IN BEDROCK
 DR0858'CENTERED IN 6 IN. TILE, 12 IN. LONG, FILLED WITH GRAVEL, FLUSH
 DR0858'WITH GROUND.  NE OF STATION.  STAMPED BOSQUE ET 1967 R.M. NO. 1.
 DR0858'
 DR0858'REFERENCE MARK NO. 2--A STANDARD USGS REFERENCE MARK TABLET
 DR0858'CRIMPED TO A 2.2 FT. COPPERWELD ROD CEMENTED 12 IN. IN BEDROCK,
 DR0858'CENTERED IN A 6 IN. TILE, 12 IN. LONG, FILLED WITH GRAVEL,
 DR0858'FLUSH WITH GROUND.  STAMPED BOSQUE ET 1967 R.M. NO. 2.
 DR0858'
 DR0858'THE DISTANCE BETWEEN R.M. 1 AND R.M. 2 IS 44.86 FT. (13.674
 DR0858'METERS) HORIZONTAL DISTANCE.
 DR0858'
 DR0858'STATION HAYSTACK 1922 IS VISIBLE FROM THE GROUND AND WILL
 DR0858'SERVE AS THE AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0977 ***********************************************************************
 EQ0977  DESIGNATION -  BOSQUE CATHOLIC CHURCH CROSS
 EQ0977  PID         -  EQ0977
 EQ0977  STATE/COUNTY-  NM/VALENCIA
 EQ0977  USGS QUAD   -  VEGUITA (1991)
 EQ0977
 EQ0977                         *CURRENT SURVEY CONTROL
 EQ0977  ___________________________________________________________________
 EQ0977* NAD 83(1992)-  34 33 37.99640(N)    106 47 22.18644(W)     ADJUSTED  
 EQ0977* NAVD 88     -                                                        
 EQ0977  ___________________________________________________________________
 EQ0977  LAPLACE CORR-           0.99  (seconds)                    DEFLEC99
 EQ0977  GEOID HEIGHT-         -21.86  (meters)                     GEOID03
 EQ0977
 EQ0977  HORZ ORDER  -  THIRD
 EQ0977
 EQ0977.The horizontal coordinates were established by classical geodetic methods
 EQ0977.and adjusted by the National Geodetic Survey in December 1993..
 EQ0977
 EQ0977
 EQ0977.The Laplace correction was computed from DEFLEC99 derived deflections.
 EQ0977
 EQ0977.The geoid height was determined by GEOID03.
 EQ0977
 EQ0977;                    North         East     Units Scale Factor Converg.
 EQ0977;SPC NM C     -   394,960.748   450,493.218   MT  0.99993020   -0 18 21.8
 EQ0977;SPC NM C     - 1,295,800.39  1,477,993.17   sFT  0.99993020   -0 18 21.8
 EQ0977;SPC NM W     -   395,330.131   925,790.531   MT  1.00002973   +0 35 31.9
 EQ0977;SPC NM W     - 1,297,012.27  3,037,364.43   sFT  1.00002973   +0 35 31.9
 EQ0977;UTM  13      - 3,825,766.644   335,827.723   MT  0.99993222   -1 00 55.3
 EQ0977
 EQ0977                          SUPERSEDED SURVEY CONTROL
 EQ0977
 EQ0977  NAD 83(1986)-  34 33 38.00197(N)    106 47 22.18664(W) AD(       ) 4
 EQ0977  NAD 27      -  34 33 37.78182(N)    106 47 20.08750(W) AD(       ) 3
 EQ0977
 EQ0977.Superseded values are not recommended for survey control.
 EQ0977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0977.See file dsdata.txt to determine how the superseded data were derived.
 EQ0977
 EQ0977_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU3582825767(NAD 83)
 EQ0977_MARKER: 91 = CHURCH CROSS
 EQ0977
 EQ0977  HISTORY     - Date     Condition        Report By
 EQ0977  HISTORY     - 1954     FIRST OBSERVED   CGS
 EQ0977
 EQ0977                          STATION DESCRIPTION
 EQ0977
 EQ0977'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (WRH)
 EQ0977'THE CHURCH IS LOCATED ABOUT 7 MILES SOUTH SOUTHWEST OF BELEN,
 EQ0977'IN THE VILLAGE OF BOSQUE.
 EQ0977'
 EQ0977'THE CROSS IS A SMALL CROSS ON THE ROOF OF A SMALL CATHOLIC
 EQ0977'CHURCH.  THE CROSS WAS INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0242 ***********************************************************************
 EQ0242  DESIGNATION -  BOSQUE RM 2
 EQ0242  PID         -  EQ0242
 EQ0242  STATE/COUNTY-  NM/VALENCIA
 EQ0242  USGS QUAD   -  VEGUITA (1991)
 EQ0242
 EQ0242                         *CURRENT SURVEY CONTROL
 EQ0242  ___________________________________________________________________
 EQ0242* NAD 83(1986)-  34 33 36.     (N)    106 47 20.     (W)     SCALED    
 EQ0242* NAVD 88     -      1455.517  (meters)    4775.31   (feet)  ADJUSTED  
 EQ0242  ___________________________________________________________________
 EQ0242  GEOID HEIGHT-         -21.86  (meters)                     GEOID03
 EQ0242  DYNAMIC HT  -        1453.500 (meters)    4768.69  (feet)  COMP
 EQ0242  MODELED GRAV-     979,199.2   (mgal)                       NAVD 88
 EQ0242
 EQ0242  VERT ORDER  -  FIRST     CLASS II
 EQ0242
 EQ0242.The horizontal coordinates were scaled from a topographic map and have
 EQ0242.an estimated accuracy of +/- 6 seconds.
 EQ0242
 EQ0242.The orthometric height was determined by differential leveling
 EQ0242.and adjusted by the National Geodetic Survey in June 1991..
 EQ0242
 EQ0242.The geoid height was determined by GEOID03.
 EQ0242
 EQ0242.The dynamic height is computed by dividing the NAVD 88
 EQ0242.geopotential number by the normal gravity value computed on the
 EQ0242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0242.degrees latitude (g = 980.6199 gals.).
 EQ0242
 EQ0242.The modeled gravity was interpolated from observed gravity values.
 EQ0242
 EQ0242;                    North         East    Units  Estimated Accuracy
 EQ0242;SPC NM C     -   394,900.      450,550.      MT  (+/- 180 meters Scaled)
 EQ0242
 EQ0242                          SUPERSEDED SURVEY CONTROL
 EQ0242
 EQ0242  NGVD 29 (??/??/92) 1454.772  (m)         4772.86   (f) ADJ UNCH    1 2
 EQ0242
 EQ0242.Superseded values are not recommended for survey control.
 EQ0242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0242.See file dsdata.txt to determine how the superseded data were derived.
 EQ0242
 EQ0242_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU358257(NAD 83)
 EQ0242_MARKER: DR = REFERENCE MARK DISK
 EQ0242_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EQ0242_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EQ0242_STAMPING: BOSQUE NO 2 1946
 EQ0242_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EQ0242+STABILITY: SURFACE MOTION
 EQ0242
 EQ0242  HISTORY     - Date     Condition        Report By
 EQ0242  HISTORY     - 1946     MONUMENTED       CGS
 EQ0242  HISTORY     - 1951     GOOD             NGS
 EQ0242  HISTORY     - 1982     MARK NOT FOUND   NGS
 EQ0242
 EQ0242                          STATION DESCRIPTION
 EQ0242
 EQ0242'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 EQ0242'6.9 MI S FROM BELEN.
 EQ0242'6.9 MILES SOUTH ALONG U.S. HIGHWAY 85 FROM THE POST OFFICE AT BELEN,
 EQ0242'AT THE VILLAGE OF BOSQUE, 119 FEET WEST OF TRIANGULATION STATION
 EQ0242'BOSQUE 1946, 92 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A CHURCH, 71
 EQ0242'FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 27 FEET NORTH OF THE
 EQ0242'CENTER LINE OF AN EAST AND WEST ROAD, 3 FEET NORTH OF AN EAST AND WEST
 EQ0242'FENCE, SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE
 EQ0242'GROUND.
 EQ0242
 EQ0242                          STATION RECOVERY (1982)
 EQ0242
 EQ0242'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 EQ0242'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0690 ***********************************************************************
 GM0690  DESIGNATION -  BOTT
 GM0690  PID         -  GM0690
 GM0690  STATE/COUNTY-  NM/COLFAX
 GM0690  USGS QUAD   -  ABBOTT (1965)
 GM0690
 GM0690                         *CURRENT SURVEY CONTROL
 GM0690  ___________________________________________________________________
 GM0690* NAD 83(1992)-  36 16 34.93864(N)    104 15 34.52845(W)     ADJUSTED  
 GM0690* NAVD 88     -      1857.0    (meters)    6093.     (feet)  VERTCON   
 GM0690  ___________________________________________________________________
 GM0690  LAPLACE CORR-           0.17  (seconds)                    DEFLEC99
 GM0690  GEOID HEIGHT-         -18.94  (meters)                     GEOID03
 GM0690
 GM0690  HORZ ORDER  -  SECOND
 GM0690
 GM0690.The horizontal coordinates were established by classical geodetic methods
 GM0690.and adjusted by the National Geodetic Survey in December 1993..
 GM0690
 GM0690.The NAVD 88 height was computed by applying the VERTCON shift value to
 GM0690.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GM0690
 GM0690.The Laplace correction was computed from DEFLEC99 derived deflections.
 GM0690
 GM0690.The geoid height was determined by GEOID03.
 GM0690
 GM0690;                    North         East     Units Scale Factor Converg.
 GM0690;SPC NM E     -   585,184.319   171,624.981   MT  0.99990963   +0 02 37.1
 GM0690;SPC NM E     - 1,919,892.22    563,072.96   sFT  0.99990963   +0 02 37.1
 GM0690;UTM  13      - 4,014,857.071   566,498.228   MT  0.99965448   +0 26 17.2
 GM0690
 GM0690!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GM0690!SPC NM E     -   0.99971161  x   0.99990963  =   0.99962127
 GM0690!UTM  13      -   0.99971161  x   0.99965448  =   0.99936619
 GM0690
 GM0690|---------------------------------------------------------------------|
 GM0690| PID    Reference Object                     Distance      Geod. Az  |
 GM0690|                                                           dddmmss.s |
 GM0690| CM8473 BOTT RM 1                             9.948 METERS 26811     |
 GM0690| GM0089 X 15                                               3572718.9 |
 GM0690| CM8474 BOTT RM 2                            10.416 METERS 35909     |
 GM0690|---------------------------------------------------------------------|
 GM0690
 GM0690                          SUPERSEDED SURVEY CONTROL
 GM0690
 GM0690  NAD 83(1986)-  36 16 34.94689(N)    104 15 34.52553(W) AD(       ) 2
 GM0690  NAD 27      -  36 16 34.84100(N)    104 15 32.59310(W) AD(       ) 2
 GM0690  NGVD 29 (07/19/86) 1856.2    (m)         6090.     (f) VERT ANG       
 GM0690
 GM0690.Superseded values are not recommended for survey control.
 GM0690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0690.See file dsdata.txt to determine how the superseded data were derived.
 GM0690
 GM0690_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEA6649814857(NAD 83)
 GM0690_MARKER: DS = TRIANGULATION STATION DISK
 GM0690_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GM0690
 GM0690  HISTORY     - Date     Condition        Report By
 GM0690  HISTORY     - 1960     MONUMENTED       CGS
 GM0690  HISTORY     - 1970     GOOD             DOD
 GM0690  HISTORY     - 1971     GOOD             NGS
 GM0690
 GM0690                          STATION DESCRIPTION
 GM0690
 GM0690'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (HWK)
 GM0690'THE STATION IS APPROXIMATELY 4 MILES NORTH OF THE HARDING-COLFAX
 GM0690'COUNTY LINE AND 2 MILES SOUTH OF ABBOTT, IN THE NORTHEAST
 GM0690'QUARTER OF SECTION 34, T 24 N, R 25 E, ON ROAD RIGHT-OF-WAY
 GM0690'PROPERTY.
 GM0690'
 GM0690'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 56
 GM0690'AND STATE HIGHWAY 39 AT ABBOTT, GO SOUTH ON HIGHWAY 39 FOR 1.9
 GM0690'MILES TO A SIDE ROAD ON THE RIGHT.  TURN RIGHT, WEST, ON
 GM0690'THE TRACK ROAD FOR 0.05 MILE TO THE STATION ON THE LEFT.
 GM0690'
 GM0690'STATION MARKS ARE STANDARD DISKS STAMPED BOTT 1960.  THE SURFACE
 GM0690'DISK IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.
 GM0690'IT IS 180 FEET WEST OF THE CENTER OF HIGHWAY 39, 17 FEET SOUTH OF
 GM0690'THE CENTER OF THE TRACK ROAD, 3.5 FEET NORTHWEST OF A METAL
 GM0690'WITNESS POST AND 2.5 FEET NORTH OF A FENCE.  THE UNDERGROUND
 GM0690'DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 32 INCHES BELOW
 GM0690'THE SURFACE OF THE GROUND.
 GM0690'
 GM0690'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED BOTT NO 1 1960,
 GM0690'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS
 GM0690'19 FEET SOUTH OF THE CENTER OF THE TRACK ROAD AND 1.5 FEET NORTH
 GM0690'OF THE FENCE.
 GM0690'
 GM0690'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED BOTT NO 2 1960, IS
 GM0690'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS
 GM0690'180 FEET WEST OF THE CENTER OF HIGHWAY 39, 18 FEET NORTH OF THE
 GM0690'CENTER OF THE TRACK ROAD AND 1 FOOT SOUTH OF A FENCE.
 GM0690'
 GM0690'X 15, A STANDARD U.S. COAST AND GEODETIC SURVEY AND STATE
 GM0690'SURVEY BENCH MARK DISK STAMPED STATION NO N.M. X 15, IS SET IN
 GM0690'A SQUARE CONCRETE POST WHICH PROJECTS 8 INCHES.  IT IS 37.5
 GM0690'FEET NORTH OF THE CENTER OF U.S. HIGHWAY 56, 43.5 FEET WEST OF
 GM0690'A METAL CULVERT AND 1.7 FEET WEST OF A METAL WITNESS POST.
 GM0690'
 GM0690'TO REACH X 15 FROM THE JUNCTION OF U.S. HIGHWAY 56 AND STATE
 GM0690'HIGHWAY 39 AT ABBOTT, GO WEST ON HIGHWAY 56 FOR 0.1 MILE TO THE
 GM0690'BENCH MARK ON THE RIGHT.
 GM0690'
 GM0690'NOTE--REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
 GM0690
 GM0690                          STATION RECOVERY (1970)
 GM0690
 GM0690'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1970 (ODJ)
 GM0690'STATION RECOVERED AS DESCRIBED.
 GM0690'
 GM0690'STATION MARK AND REFERENCE MARKS FOUND IN GOOD CONDITION.
 GM0690'
 GM0690'AZIMUTH MARK (BM X 15 N MEX GEOD SURVEY) WAS FOUND TO BE
 GM0690'DAMAGED.  THE CONCRETE HAS BEEN CHIPPED AWAY FROM THE NORTH EDGE
 GM0690'OF THE CONCRETE POST.  POST SEEMED TO STILL BE FIRMLY PLANTED IN
 GM0690'GROUND.
 GM0690'
 GM0690'NOTE--A LARGE CHIP OFF N. SIDE.  MARK IS O.K.
 GM0690
 GM0690                          STATION RECOVERY (1971)
 GM0690
 GM0690'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 GM0690'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED
 GM0690'AND FOUND IN GOOD CONDITION.  THE AZIMUTH MARK HAS A LARGE
 GM0690'CHIP ON THE NORTH SIDE, THE MARK APPEARS TO BE UNDISTURBED.
 GM0690'THE ROUTE TO THE STATION IS ADEQUATE.
 GM0690'
 GM0690'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES
 GM0690'SOUTH OF ABBOTT
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ1095 ***********************************************************************
 EQ1095  DESIGNATION -  BOTTLE
 EQ1095  PID         -  EQ1095
 EQ1095  STATE/COUNTY-  NM/VALENCIA
 EQ1095  USGS QUAD   -  RIO PUERCO (1991)
 EQ1095
 EQ1095                         *CURRENT SURVEY CONTROL
 EQ1095  ___________________________________________________________________
 EQ1095* NAD 83(1992)-  34 49 41.83141(N)    106 56 49.68294(W)     ADJUSTED  
 EQ1095* NAVD 88     -      1687.1    (meters)    5535.     (feet)  VERTCON   
 EQ1095  ___________________________________________________________________
 EQ1095  LAPLACE CORR-          -1.07  (seconds)                    DEFLEC99
 EQ1095  GEOID HEIGHT-         -21.82  (meters)                     GEOID03
 EQ1095
 EQ1095  HORZ ORDER  -  THIRD
 EQ1095
 EQ1095.The horizontal coordinates were established by classical geodetic methods
 EQ1095.and adjusted by the National Geodetic Survey in December 1993..
 EQ1095
 EQ1095.The NAVD 88 height was computed by applying the VERTCON shift value to
 EQ1095.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EQ1095
 EQ1095.The Laplace correction was computed from DEFLEC99 derived deflections.
 EQ1095
 EQ1095.The geoid height was determined by GEOID03.
 EQ1095
 EQ1095;                    North         East     Units Scale Factor Converg.
 EQ1095;SPC NM C     -   424,747.961   436,233.064   MT  0.99995010   -0 23 53.4
 EQ1095;SPC NM C     - 1,393,527.27  1,431,207.98   sFT  0.99995010   -0 23 53.4
 EQ1095;UTM  13      - 3,855,729.340   321,938.391   MT  0.99999079   -1 06 44.4
 EQ1095
 EQ1095!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EQ1095!SPC NM C     -   0.99973867  x   0.99995010  =   0.99968878
 EQ1095!UTM  13      -   0.99973867  x   0.99999079  =   0.99972946
 EQ1095
 EQ1095                          SUPERSEDED SURVEY CONTROL
 EQ1095
 EQ1095  NAD 83(1992)-  34 49 41.83612(N)    106 56 49.68322(W) AD(       ) 3
 EQ1095  NGVD 29 (01/22/92) 1686.2    (m)         5532.     (f) VERT ANG       
 EQ1095
 EQ1095.Superseded values are not recommended for survey control.
 EQ1095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ1095.See file dsdata.txt to determine how the superseded data were derived.
 EQ1095
 EQ1095_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU2193855729(NAD 83)
 EQ1095_MARKER: DB = BENCH MARK DISK
 EQ1095_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EQ1095_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EQ1095_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EQ1095+STABILITY: SURFACE MOTION
 EQ1095
 EQ1095  HISTORY     - Date     Condition        Report By
 EQ1095  HISTORY     - 1946     MONUMENTED       USGS
 EQ1095
 EQ1095                          STATION DESCRIPTION
 EQ1095
 EQ1095'DESCRIBED BY US GEOLOGICAL SURVEY 1946
 EQ1095'IN THE NW. PART OF THE SAN CLEMENTS GRANT, 6 MI. W. OF SANDIA, A SMALL
 EQ1095'STATION OF THE A.T. AND S.F. RR., THE STATION IS LOCATED ON THE W.
 EQ1095'EDGE OF A WIDE FLAT COUNTRY AT THE S. END OF A BAY FORMED BY SCATTERED
 EQ1095'CEDAR TREES.
 EQ1095'
 EQ1095'THE STATION IS BEST REACHED FROM LOS LUNAS, NEW MEXICO, AT THE
 EQ1095'JUNCTION OF U.S. HIGHWAY 85 AND STATE HIGHWAY 6, GO W. ON HIGHWAY 6
 EQ1095'9.1 MI. TO A RANCH RD. RIGHT.  FOLLOW RANCH RD. 1.4 MI. TO A RD. FORK
 EQ1095'LEFT JUST E. OF MALIPI WELL, FOLLOW LEFT HAND FORK 1 MI. TO A DIM RD.
 EQ1095'WHICH TURNS RIGHT UP A SMALL DRAIN AND LEADS TO TOP OF RIDGE, FOLLOW
 EQ1095'SAID RD. FOR 1.9 MI. TO POINT WHERE GRADE BREAKS OFF TO THE W.  THE
 EQ1095'STATION IS 400 FT. S.
 EQ1095'
 EQ1095'STATION MARK--A 7 X 7 CONCRETE POST WITH A STANDARD BENCH MARK TABLET
 EQ1095'IN TOP, STAMPED---BOTTLE 1946---.
 EQ1095'
 EQ1095'REFERENCE MARK NO. 1--A TRIANGLE BLAZE WITH A NAIL IN CENTER OF, ON A
 EQ1095'10-IN. CEDAR TREE, 139.3 FT. FROM STATION
 EQ1095'DISTANCE FROM STATION MARK TO REFERENCE MARK NO. 1 IS
 EQ1095'139.3 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0621 ***********************************************************************
 GN0621  DESIGNATION -  BOUNDARY
 GN0621  PID         -  GN0621
 GN0621  STATE/COUNTY-  NM/SAN JUAN
 GN0621  USGS QUAD   -  PUEBLO BONITO (1966)
 GN0621
 GN0621                         *CURRENT SURVEY CONTROL
 GN0621  ___________________________________________________________________
 GN0621* NAD 83(1992)-  36 02 55.34968(N)    107 59 06.49726(W)     ADJUSTED  
 GN0621* NAVD 88     -      2025.9    (meters)    6647.     (feet)  VERTCON   
 GN0621  ___________________________________________________________________
 GN0621  LAPLACE CORR-           1.28  (seconds)                    DEFLEC99
 GN0621  GEOID HEIGHT-         -20.99  (meters)                     GEOID03
 GN0621
 GN0621  HORZ ORDER  -  FIRST
 GN0621
 GN0621.The horizontal coordinates were established by classical geodetic methods
 GN0621.and adjusted by the National Geodetic Survey in December 1993..
 GN0621
 GN0621.The NAVD 88 height was computed by applying the VERTCON shift value to
 GN0621.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GN0621
 GN0621.The Laplace correction was computed from DEFLEC99 derived deflections.
 GN0621
 GN0621.The geoid height was determined by GEOID03.
 GN0621
 GN0621;                    North         East     Units Scale Factor Converg.
 GN0621;SPC NM W     -   559,936.985   816,322.277   MT  0.99991897   -0 05 21.6
 GN0621;SPC NM W     - 1,837,059.92  2,678,217.34   sFT  0.99991897   -0 05 21.6
 GN0621;UTM  13      - 3,993,475.542   231,084.427   MT  1.00049115   -1 45 27.8
 GN0621;UTM  12      - 3,993,558.146   771,593.992   MT  1.00050899   +1 46 30.9
 GN0621
 GN0621!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GN0621!SPC NM W     -   0.99968543  x   0.99991897  =   0.99960442
 GN0621!UTM  13      -   0.99968543  x   1.00049115  =   1.00017642
 GN0621!UTM  12      -   0.99968543  x   1.00050899  =   1.00019426
 GN0621
 GN0621:                Primary Azimuth Mark                     Grid Az
 GN0621:SPC NM W     -  BOUNDARY AZ MK                           024 54 53.6
 GN0621:UTM  13      -  BOUNDARY AZ MK                           026 34 59.8
 GN0621:UTM  12      -  BOUNDARY AZ MK                           023 03 01.1
 GN0621
 GN0621|---------------------------------------------------------------------|
 GN0621| PID    Reference Object                     Distance      Geod. Az  |
 GN0621|                                                           dddmmss.s |
 GN0621| CD3170 BOUNDARY AZ MK                                     0244932.0 |
 GN0621| CD3171 BOUNDARY RM 1                        11.799 METERS 08917     |
 GN0621| FO1668 CONICAL PEAK CAIRN                  APPROX.18.3 KM 1595924.8 |
 GN0621| CD3172 BOUNDARY RM 2                        12.211 METERS 18133     |
 GN0621|---------------------------------------------------------------------|
 GN0621
 GN0621                          SUPERSEDED SURVEY CONTROL
 GN0621
 GN0621  NAD 83(1986)-  36 02 55.34751(N)    107 59 06.50121(W) AD(       ) 1
 GN0621  NAD 27      -  36 02 55.29500(N)    107 59 04.26700(W) AD(       ) 1
 GN0621  NGVD 29 (07/19/86) 2024.9    (m)         6643.     (f) VERT ANG       
 GN0621
 GN0621.Superseded values are not recommended for survey control.
 GN0621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0621.See file dsdata.txt to determine how the superseded data were derived.
 GN0621
 GN0621_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBV3108493476(NAD 83)
 GN0621_MARKER: DS = TRIANGULATION STATION DISK
 GN0621_SETTING: 0 = UNSPECIFIED SETTING
 GN0621
 GN0621  HISTORY     - Date     Condition        Report By
 GN0621  HISTORY     - 1945     MONUMENTED       CGS
 GN0621
 GN0621                          STATION DESCRIPTION
 GN0621
 GN0621'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (RAM)
 GN0621'STATION IS LOCATED 6 FEET E OF THE BOUNDARY FENCE ON THE W
 GN0621'BOUNDARY OF THE CHACO CANYON NATIONAL MONUMENT WHERE IT PASSES
 GN0621'OVER THE FIRST HIGH MESA SW OF PUEBLO BONITO.  IT IS AT THE
 GN0621'HIGHEST POINT OF THE FENCE LINE AND OVERLOOKS ALL THE COUNTRY
 GN0621'TO THE N AND S.  TO THE W THE MESA IS HIGHER AND STATION WILL
 GN0621'NOT SEE OVER IT BETWEEN STATIONS HOSTA 1934 AND STONE BUTTE
 GN0621'1934.  NEITHER WILL THE STATION SEE OVER A HIGH MESA TO THE SE
 GN0621'BETWEEN STATIONS PUEBLO BONITO AND RUBY WELLS.  STATION IS 2
 GN0621'MILES SW OF PUEBLO BONITO.
 GN0621'
 GN0621'TO REACH THE STATION FROM THE CHACO CANYON NATIONAL MONUMENT
 GN0621'HEADQUARTERS, GO S 0.15 MILE ACROSS BRIDGE TO FORKS RIGHT AND
 GN0621'LEFT.  TAKE THE RIGHT FORK AND FOLLOW TRACK ROAD 1.0 MILE UP
 GN0621'THE MAIN CANYON, THEN LEFT INTO THE SUBSIDIARY CANYON TO A
 GN0621'FENCE CORNER ON THE LEFT AND A TRAIL LEADING OFF TO THE RIGHT.
 GN0621'FROM HERE PACK ALONG TRAIL TO THE BASE OF THE MESA, THENCE
 GN0621'UP TRAIL TO THE MESA TOP.  PACK IN A W DIRECTION ROUGHLY
 GN0621'PARALLEL TO THE EDGE OF THE MESA FOR ABOUT 1 MILE TO THE
 GN0621'BOUNDARY FENCE AND THE STATION AT THE HIGHEST POINT OF THE
 GN0621'FENCE LINE.
 GN0621'
 GN0621'STATION MARK IS A BRONZE STATION DISK STAMPED BOUNDARY 1945
 GN0621'AND IS BRAZED TO THE BELL END OF A 2-INCH IRON SOIL PIPE WHICH
 GN0621'PROJECTS ABOUT 3 INCHES ABOVE THE GROUND.  IT IS LOCATED ABOUT
 GN0621'90 YARDS N OF THE S RIM OF THE MESA, 13-1/2 FEET E OF A LONE
 GN0621'JUNIPER TREE, AND 6.0 FEET E OF THE N-S BOUNDARY FENCE.
 GN0621'
 GN0621'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK STAMPED BOUNDARY
 GN0621'NO 1 1945 AND IS BRAZED TO THE BELL END OF A 2-INCH IRON SOIL
 GN0621'PIPE WHICH PROJECTS ABOUT 4 INCHES ABOVE THE GROUND.  IT IS
 GN0621'LOCATED E OF THE STATION AND ABOUT 1 FOOT LOWER.
 GN0621'
 GN0621'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK STAMPED BOUNDARY NO
 GN0621'2 1945 AND IS BRAZED TO THE BELL END OF A 2-INCH IRON SOIL PIPE
 GN0621'WHICH PROJECTS ABOUT 4 INCHES ABOVE THE GROUND.  IT IS LOCATED S
 GN0621'OF THE STATION AND ABOUT 1 FOOT LOWER.
 GN0621'
 GN0621'TO REACH THE AZIMUTH MARK FROM THE CHACO CANYON NATIONAL MONUMENT
 GN0621'HEADQUARTERS, GO W AND THEN N UP THE CANYON RIM 1.7 MILES TO THE
 GN0621'AZIMUTH MARK ON THE LEFT - 100 FEET BEFORE REACHING A TELEPHONE
 GN0621'POLE ON THE RIGHT MARKED WITH A TRIANGULAR BLAZE.  THIS IS ON
 GN0621'THE BLOOMFIELD ROAD AND AT THE POINT OPPOSITE THE MARK THE
 GN0621'ROAD RUNS ALONG A LONG BROAD LEDGE OF SOLID ROCK.  THE MARK IS A
 GN0621'BRONZE AZIMUTH DISK STAMPED BOUNDARY 1945 AND IS SET IN A DRILL
 GN0621'HOLE IN BEDROCK.  IT IS FLUSH.  IT IS LOCATED NE OF THE
 GN0621'STATION, 105 FEET NNW OF THE CENTER OF THE ROAD, 20 FEET NNW OF
 GN0621'THE EDGE OF THE BEDROCK LEDGE, AND 5 FEET SW OF A WITNESS POST
 GN0621'AND CAIRN.  THE MARK IS ABOUT 20 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0651 ***********************************************************************
 EO0651  DESIGNATION -  BOUNDARY CLARK MON 9
 EO0651  PID         -  EO0651
 EO0651  STATE/COUNTY-  NM/QUAY
 EO0651  USGS QUAD   -  ENDEE HILL (1971)
 EO0651
 EO0651                         *CURRENT SURVEY CONTROL
 EO0651  ___________________________________________________________________
 EO0651* NAD 83(1992)-  34 57 39.76381(N)    103 02 33.68824(W)     ADJUSTED  
 EO0651* NAVD 88     -      1356.     (meters)    4449.     (feet)  SCALED    
 EO0651  ___________________________________________________________________
 EO0651  LAPLACE CORR-          -2.50  (seconds)                    DEFLEC99
 EO0651  GEOID HEIGHT-         -23.93  (meters)                     GEOID03
 EO0651
 EO0651  HORZ ORDER  -  FIRST
 EO0651
 EO0651.The horizontal coordinates were established by classical geodetic methods
 EO0651.and adjusted by the National Geodetic Survey in December 1993..
 EO0651
 EO0651.The orthometric height was scaled from a topographic map.
 EO0651
 EO0651.The Laplace correction was computed from DEFLEC99 derived deflections.
 EO0651
 EO0651.The geoid height was determined by GEOID03.
 EO0651
 EO0651;                    North         East     Units Scale Factor Converg.
 EO0651;SPC NM E     -   440,017.812   282,868.906   MT  1.00008026   +0 44 22.7
 EO0651;SPC NM E     - 1,443,625.10    928,045.74   sFT  1.00008026   +0 44 22.7
 EO0651;SPC TX N     - 1,107,714.905    59,117.662   MT  0.99994246   -0 53 38.6
 EO0651;SPC TX N     - 3,634,227.98    193,955.20   sFT  0.99994246   -0 53 38.6
 EO0651;UTM  13      - 3,870,472.661   678,704.306   MT  0.99999360   +1 07 18.7
 EO0651
 EO0651!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EO0651!SPC NM E     -   0.99979102  x   1.00008026  =   0.99987126
 EO0651!SPC TX N     -   0.99979102  x   0.99994246  =   0.99973349
 EO0651!UTM  13      -   0.99979102  x   0.99999360  =   0.99978462
 EO0651
 EO0651:                Primary Azimuth Mark                     Grid Az
 EO0651:SPC NM E     -  GLENRIO                                  359 18 22.2
 EO0651:SPC TX N     -  GLENRIO                                  000 56 23.5
 EO0651:UTM  13      -  GLENRIO                                  358 55 26.2
 EO0651
 EO0651|---------------------------------------------------------------------|
 EO0651| PID    Reference Object                     Distance      Geod. Az  |
 EO0651|                                                           dddmmss.s |
 EO0651| FM0946 GLENRIO                             APPROX.23.0 KM 0000244.9 |
 EO0651|---------------------------------------------------------------------|
 EO0651
 EO0651                          SUPERSEDED SURVEY CONTROL
 EO0651
 EO0651  NAD 83(1986)-  34 57 39.76958(N)    103 02 33.68348(W) AD(       ) 1
 EO0651  NAD 27      -  34 57 39.54400(N)    103 02 31.87800(W) AD(       ) 1
 EO0651
 EO0651.Superseded values are not recommended for survey control.
 EO0651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0651.See file dsdata.txt to determine how the superseded data were derived.
 EO0651
 EO0651_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFU7870470473(NAD 83)
 EO0651_MARKER: DD = SURVEY DISK
 EO0651_SETTING: 0 = UNSPECIFIED SETTING
 EO0651_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EO0651
 EO0651  HISTORY     - Date     Condition        Report By
 EO0651  HISTORY     - 1921     MONUMENTED       CGS
 EO0651
 EO0651                          STATION DESCRIPTION
 EO0651
 EO0651'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (EOH)
 EO0651'THE STATION IS ON THE TEXAS-NEW MEXICO BOUNDARY, ABOUT 15
 EO0651'MILES SOUTH OF GLENRIO, ON THE NORTH EDGE OF THE CAP ROCK
 EO0651'OF THE PLAINS, ABOUT 10 METERS (33 FEET) SOUTH OF THE BLUFF,
 EO0651'AND 135 METERS (443 FEET) NORTH OF MILEPOST NO. 204.  THE
 EO0651'STATION IS MARKED WITH A CONCRETE MONUMENT 2-1/2 FEET HIGH
 EO0651'WITH A PLATE IN THE CENTER STAMPED TEXAS-NEW MEXICO.  CLARK
 EO0651'MONUMENT NO. 9 1859.  REESTABLISHED 1911, GENERAL LAND
 EO0651'OFFICE, BOUNDARY COMMISSION.  A STANDARD DISK REFERENCE MARK
 EO0651'IS SET IN A HOLE IN OUTCROPPING BEDROCK.
 EO0651'AND IS 11.08 METERS (36.4 FEET) FROM THE STATION
 EO0651'S 29 DEG 07 MIN E.  BOUNDARY POST 204 OF THE
 EO0651'TEXAS-NEW MEXICO BOUNDARY IS 135 METERS (443 FEET) FROM
 EO0651'THE STATION S 0 DEG DEG 04 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1434 ***********************************************************************
 GL1434  DESIGNATION -  BOUNDARY CLARKS MON NW COR OF TX
 GL1434  PID         -  GL1434
 GL1434  STATE/COUNTY-  NM/UNION
 GL1434  USGS QUAD   -  RARDIN HILL (1972)
 GL1434
 GL1434                         *CURRENT SURVEY CONTROL
 GL1434  ___________________________________________________________________
 GL1434* NAD 83(1992)-  36 30 01.68313(N)    103 02 30.01777(W)     ADJUSTED  
 GL1434* NAVD 88     -      1441.4    (meters)    4729.     (feet)  VERTCON   
 GL1434  ___________________________________________________________________
 GL1434  LAPLACE CORR-          -6.04  (seconds)                    DEFLEC99
 GL1434  GEOID HEIGHT-         -22.48  (meters)                     GEOID03
 GL1434
 GL1434  HORZ ORDER  -  SECOND
 GL1434
 GL1434.The horizontal coordinates were established by classical geodetic methods
 GL1434.and adjusted by the National Geodetic Survey in December 1993..
 GL1434
 GL1434.The NAVD 88 height was computed by applying the VERTCON shift value to
 GL1434.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GL1434
 GL1434.The Laplace correction was computed from DEFLEC99 derived deflections.
 GL1434
 GL1434.The geoid height was determined by GEOID03.
 GL1434
 GL1434;                    North         East     Units Scale Factor Converg.
 GL1434;SPC NM E     -   610,822.501   280,713.073   MT  1.00007400   +0 46 06.3
 GL1434;SPC NM E     - 2,004,006.82    920,972.81   sFT  1.00007400   +0 46 06.3
 GL1434;SPC TX N     - 1,278,490.231    61,874.024   MT  1.00008941   -0 53 36.4
 GL1434;SPC TX N     - 4,194,513.37    202,998.36   sFT  1.00008941   -0 53 36.4
 GL1434;SPC OK N     -   178,208.270   148,533.831   MT  0.99996225   -2 58 31.2
 GL1434;SPC OK N     -   584,671.63    487,314.74   sFT  0.99996225   -2 58 31.2
 GL1434;UTM  13      - 4,041,243.234   675,387.638   MT  0.99997900   +1 09 54.6
 GL1434
 GL1434!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GL1434!SPC NM E     -   0.99977737  x   1.00007400  =   0.99985135
 GL1434!SPC TX N     -   0.99977737  x   1.00008941  =   0.99986676
 GL1434!SPC OK N     -   0.99977737  x   0.99996225  =   0.99973962
 GL1434!UTM  13      -   0.99977737  x   0.99997900  =   0.99975637
 GL1434
 GL1434:                Primary Azimuth Mark                     Grid Az
 GL1434:SPC NM E     -  CLAY                                     245 40 28.2
 GL1434:SPC TX N     -  CLAY                                     247 20 10.9
 GL1434:SPC OK N     -  CLAY                                     249 25 05.7
 GL1434:UTM  13      -  CLAY                                     245 16 39.9
 GL1434
 GL1434|---------------------------------------------------------------------|
 GL1434| PID    Reference Object                     Distance      Geod. Az  |
 GL1434|                                                           dddmmss.s |
 GL1434| GL0606 CLAY                                APPROX.12.0 KM 2462634.5 |
 GL1434|---------------------------------------------------------------------|
 GL1434
 GL1434                          SUPERSEDED SURVEY CONTROL
 GL1434
 GL1434  NAD 83(1986)-  36 30 01.69411(N)    103 02 30.01503(W) AD(       ) 2
 GL1434  NAD 27      -  36 30 01.59800(N)    103 02 28.27200(W) AD(       ) 2
 GL1434  NGVD 29 (07/19/86) 1440.7    (m)         4727.     (f) VERT ANG       
 GL1434
 GL1434.Superseded values are not recommended for survey control.
 GL1434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1434.See file dsdata.txt to determine how the superseded data were derived.
 GL1434
 GL1434_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA7538841243(NAD 83)
 GL1434_MARKER: U = CONCRETE POST
 GL1434_SETTING: 0 = UNSPECIFIED SETTING
 GL1434_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GL1434
 GL1434  HISTORY     - Date     Condition        Report By
 GL1434  HISTORY     - 1922     MONUMENTED       CGS
 GL1434  HISTORY     - 1971     GOOD             USAF
 GL1434
 GL1434                          STATION DESCRIPTION
 GL1434
 GL1434'DESCRIBED BY COAST AND GEODETIC SURVEY 1922 (CMD)
 GL1434'STATION IS AT THE NW CORNER OF TEXAS, ABOUT 6 MILES E AND 6
 GL1434'MILES N OF CLAYTON.
 GL1434'
 GL1434'MARK IS CONCRETE MONUMENT KNOWN AS CLARKS MONUMENT.
 GL1434
 GL1434                          STATION RECOVERY (1971)
 GL1434
 GL1434'RECOVERY NOTE BY US AIR FORCE 1971
 GL1434'STATION IS LOCATED IN THE NW CORNER OF TEXAS AT THE NEW MEXICO
 GL1434'BORDER.
 GL1434'
 GL1434'STATION MARK IS A 2-1/2 FT CONICAL SHAPED MONUMENT.  IT
 GL1434'IS 30 FT SOUTH OF CENTERLINE OF U.S. HWY 56-64 AND 50 FT
 GL1434'NORTH OF A FENCELINE AND 40 FT WEST OF A GRAVEL DRIVEWAY.
 GL1434'
 GL1434'TO REACH FROM THE JUNCTION OF U.S. HWYS 64-87 AND 56-64 IN
 GL1434'CLAYTON, NM.  GO EAST ON U.S. HWY 56-64 FOR 08.9 MILES TO THE
 GL1434'STATION ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0766 ***********************************************************************
 GM0766  DESIGNATION -  BOUNDARY MI COR 111+14 CO NM
 GM0766  PID         -  GM0766
 GM0766  STATE/COUNTY-  NM/COLFAX
 GM0766  USGS QUAD   -  VERMEJO PARK (1986)
 GM0766
 GM0766                         *CURRENT SURVEY CONTROL
 GM0766  ___________________________________________________________________
 GM0766* NAD 83(1992)-  36 59 38.20923(N)    105 03 12.84387(W)     ADJUSTED  
 GM0766* NAVD 88     -      2778.05   (+/-2cm)    9114.3    (feet)  VERTCON   
 GM0766  ___________________________________________________________________
 GM0766  LAPLACE CORR-          -7.66  (seconds)                    DEFLEC99
 GM0766  GEOID HEIGHT-         -16.88  (meters)                     GEOID03
 GM0766
 GM0766  HORZ ORDER  -  SECOND
 GM0766  VERT ORDER  -  THIRD ? (See Below)
 GM0766
 GM0766.The horizontal coordinates were established by classical geodetic methods
 GM0766.and adjusted by the National Geodetic Survey in December 1993..
 GM0766
 GM0766.The NAVD 88 height was computed by applying the VERTCON shift value to
 GM0766.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GM0766.The vertical order pertains to the NGVD 29 superseded value.
 GM0766
 GM0766.The Laplace correction was computed from DEFLEC99 derived deflections.
 GM0766
 GM0766.The geoid height was determined by GEOID03.
 GM0766
 GM0766;                    North         East     Units Scale Factor Converg.
 GM0766;SPC NM E     -   665,046.931   100,891.008   MT  0.99995971   -0 26 00.2
 GM0766;SPC NM E     - 2,181,908.14    331,006.58   sFT  0.99995971   -0 26 00.2
 GM0766;SPC CO S     -   341,218.933   954,144.578   MT  1.00005207   +0 16 25.8
 GM0766;SPC CO S     - 1,119,482.45  3,130,389.34   sFT  1.00005207   +0 16 25.8
 GM0766;UTM  13      - 4,094,202.233   495,233.375   MT  0.99960028   -0 01 56.0
 GM0766
 GM0766!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GM0766!SPC NM E     -   0.99956687  x   0.99995971  =   0.99952660
 GM0766!SPC CO S     -   0.99956687  x   1.00005207  =   0.99961892
 GM0766!UTM  13      -   0.99956687  x   0.99960028  =   0.99916732
 GM0766
 GM0766                          SUPERSEDED SURVEY CONTROL
 GM0766
 GM0766  NAD 83(1992)-  36 59 38.21397(N)    105 03 12.84651(W) AD(       ) 2
 GM0766  NAD 83(1986)-  36 59 38.21775(N)    105 03 12.84726(W) AD(       ) 2
 GM0766  NAD 27      -  36 59 38.13000(N)    105 03 10.84600(W) AD(       ) 2
 GM0766  NGVD 29 (07/19/86) 2776.68   (m)         9109.8    (f) LEVELING    3  
 GM0766
 GM0766.Superseded values are not recommended for survey control.
 GM0766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0766.See file dsdata.txt to determine how the superseded data were derived.
 GM0766
 GM0766_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDA9523394202(NAD 83)
 GM0766_MARKER: Z = SEE DESCRIPTION
 GM0766_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GM0766_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GM0766_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GM0766+STABILITY: SURFACE MOTION
 GM0766
 GM0766  HISTORY     - Date     Condition        Report By
 GM0766  HISTORY     - 1945     MONUMENTED       CGS
 GM0766
 GM0766                          STATION DESCRIPTION
 GM0766
 GM0766'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 GM0766'TO REACH FROM THE TERCIO SCHOOLHOUSE, GO 5.8 MILES ON THE
 GM0766'TERCIO-VERMEJO PARK ROAD TO A CATTLE GUARD AND GATE.  PASS
 GM0766'THROUGH THE GATE AND CONTINUE ON THE MAIN ROAD 1.6 MILES TO
 GM0766'A CATTLE GUARD, CROSS CATTLE GUARD AND CONTINUE 0.1 MILE
 GM0766'TO A TRACK ROAD.  TURN LEFT (E) AND FOLLOW TRACK ROAD 0.1 MILE.
 GM0766'TURN OFF TRACK ROAD TO LEFT AND BEAR NW ABOUT 0.2 MILE TOWARD
 GM0766'HIGHEST POINT AND STATION.
 GM0766'
 GM0766'U.S. SUPREME COURT COLORADO-NEW MEXICO MILE CORNER IS STAMPED
 GM0766'111+14.  IT IS SET IN A CONCRETE CYLINDER PROJECTING ABOUT
 GM0766'10 INCHES ABOVE GROUND.  IT IS 216.98 FEET N OF THE STATION,
 GM0766'ABOUT 6 FEET LOWER, ABOUT 60 FEET E OF THE CENTER LINE OF
 GM0766'THE CATTLE GUARD ON THE ROAD, AND ON THE FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1451 ***********************************************************************
 GL1451  DESIGNATION -  BOUNDARY MI COR 19+23.39 CO NM
 GL1451  PID         -  GL1451
 GL1451  STATE/COUNTY-  NM/UNION
 GL1451  USGS QUAD   -  TRAVESSER PARK (1972)
 GL1451
 GL1451                         *CURRENT SURVEY CONTROL
 GL1451  ___________________________________________________________________
 GL1451* NAD 83(1992)-  36 59 57.75454(N)    103 23 50.45469(W)     ADJUSTED  
 GL1451* NAVD 88     -      1698.7    (meters)    5573.     (feet)  VERTCON   
 GL1451  ___________________________________________________________________
 GL1451  LAPLACE CORR-          -6.03  (seconds)                    DEFLEC99
 GL1451  GEOID HEIGHT-         -20.95  (meters)                     GEOID03
 GL1451
 GL1451  HORZ ORDER  -  FIRST
 GL1451
 GL1451.The horizontal coordinates were established by classical geodetic methods
 GL1451.and adjusted by the National Geodetic Survey in December 1993..
 GL1451
 GL1451.The NAVD 88 height was computed by applying the VERTCON shift value to
 GL1451.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GL1451
 GL1451.The Laplace correction was computed from DEFLEC99 derived deflections.
 GL1451
 GL1451.The geoid height was determined by GEOID03.
 GL1451
 GL1451;                    North         East     Units Scale Factor Converg.
 GL1451;SPC NM E     -   665,816.458   248,307.710   MT  0.99999456   +0 33 47.9
 GL1451;SPC NM E     - 2,184,432.83    814,656.21   sFT  0.99999456   +0 33 47.9
 GL1451;SPC CO S     -   343,833.033 1,101,557.563   MT  1.00005069   +1 17 23.0
 GL1451;SPC CO S     - 1,128,058.88  3,614,026.77   sFT  1.00005069   +1 17 23.0
 GL1451;UTM  13      - 4,096,003.615   642,603.965   MT  0.99985052   +0 57 52.7
 GL1451
 GL1451!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GL1451!SPC NM E     -   0.99973677  x   0.99999456  =   0.99973133
 GL1451!SPC CO S     -   0.99973677  x   1.00005069  =   0.99978745
 GL1451!UTM  13      -   0.99973677  x   0.99985052  =   0.99958733
 GL1451
 GL1451|---------------------------------------------------------------------|
 GL1451| PID    Reference Object                     Distance      Geod. Az  |
 GL1451|                                                           dddmmss.s |
 GL1451| CM9093 BOUNDARY MI COR 19 RM 1              15.160 METERS 08039     |
 GL1451| CM9094 BOUNDARY MI COR 19 RM 2              11.183 METERS 16237     |
 GL1451| GL1450 BOUNDARY MI COR 313 NM TX             6.760 METERS 17951     |
 GL1451| CM9092 BOUNDARY MI COR 19 AZ MK                           3141519.0 |
 GL1451|---------------------------------------------------------------------|
 GL1451
 GL1451                          SUPERSEDED SURVEY CONTROL
 GL1451
 GL1451  NAD 83(1986)-  36 59 57.76078(N)    103 23 50.44912(W) AD(       ) 1
 GL1451  NAD 27      -  36 59 57.69100(N)    103 23 48.66300(W) AD(       ) 1
 GL1451  NGVD 29 (07/19/86) 1697.9    (m)         5571.     (f) VERT ANG       
 GL1451
 GL1451.Superseded values are not recommended for survey control.
 GL1451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1451.See file dsdata.txt to determine how the superseded data were derived.
 GL1451
 GL1451_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA4260496004(NAD 83)
 GL1451_MARKER: Z = SEE DESCRIPTION
 GL1451_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL1451_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GL1451
 GL1451  HISTORY     - Date     Condition        Report By
 GL1451  HISTORY     - 1945     MONUMENTED       CGS
 GL1451
 GL1451                          STATION DESCRIPTION
 GL1451
 GL1451'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (CAE)
 GL1451'STATION IS LOCATED ON THE TOP OF A LARGE FLAT MESA BOUT
 GL1451'1 MILE NE OF THE CIMARRON RIVER AND ABOUT 3 MILES N OF THE
 GL1451'SERVICE STATION IN VALLEY.  IN APPROXIMATE AIR LINE DISTANCES
 GL1451'IT IS, 29 MILES ENE OF FOLSOM, NEW MEXICO, 28-1/2 MILES ESE OF
 GL1451'BRANSON, COLORADO, AND 14 MILES N OF GUY, NEW MEXICO.
 GL1451'
 GL1451'TO REACH THE STATION FROM THE COLORADO-NEW MEXICO STATE LINE
 GL1451'INFORMATION STATION AT THE JUNCTION OF STATE HIGHWAY 73 AND
 GL1451'U.S. HIGHWAY 64 (WHICH IS 9 MILES S OF BRANSON, COLORADO
 GL1451'AND 8 MILES NE OF FOLSOM, NEW MEXICO), GO E ON U.S. HIGHWAY
 GL1451'64 FOR 21.1 MILES TO A FORK.  TAKE THE LEFT FORK, KEEPING ON
 GL1451'U.S. HIGHWAY 64, AND GO FOR 4.7 MILES TO A BRIDGE ACROSS THE
 GL1451'CIMARRON RIVER JUST AFTER PASSING THE SERVICE STATION IN
 GL1451'VALLEY.  CONTINUE ON THE U.S. HIGHWAY FOR 0.3 MILE TO A DIM
 GL1451'TRACK ROAD COMING IN ON THE LEFT.  TAKE A SHARP LEFT HERE
 GL1451'AND FOLLOW THE TRACK ROAD FOR 0.2 MILE TO A GATE.  PASS
 GL1451'THROUGH THIS GATE AND CONTINUING ON THE TRACK ROAD
 GL1451'GO 0.6 MILE TO A WASH.  CROSS THIS WASH AND CONTINUE ON THE
 GL1451'TRACK ROAD UP THE MAIN CANYON FOR 0.4 MILE TO WHERE A
 GL1451'VERY DIM TRACK ROAD COMES IN FROM A SMALL SIDE CANYON ON
 GL1451'THE RIGHT.  TURN RIGHT HERE AND FOLLOW THE VERY DIM TRACK
 GL1451'ROAD FOR 0.2 MILE TO A SLIGHT SADDLE.  HERE TURN
 GL1451'RIGHT, AND LEAVING THE VERY DIM TRACK ROAD, GO CROSS
 GL1451'COUNTRY 0.15 MILE UP THE RIDGE TO THE END OF TRUCK TRAVEL.  FROM
 GL1451'HERE PACK ON UP THE RIDGE TO THE TOP OF THE MESA AND THEN GO
 GL1451'LEFT OR W ABOUT 1/2 MILE ALONG THE EDGE OF THE MESA TO
 GL1451'THE STATION.  THE AZIMUTH MARK MAY BE REACHED BY
 GL1451'CONTINUING W, ALONG THE EDGE OF THE MESA, FROM THE STATION
 GL1451'ABOUT 1/5 MILE TO A PRONG OF THE MESA STICKING OUT TO THE S
 GL1451'AND THE AZIMUTH MARK.
 GL1451'
 GL1451'STATION MARK IS A STANDARD SUPREME COURT COLORADO-NEW MEXICO
 GL1451'MILE CORNER STAMPED 19 23.39.  IT IS SET IN THE CONCRETE
 GL1451'FRUSTRUM OF THE CYLINDRICAL CONE ABOUT 8 INCHES IN DIAMETER
 GL1451'AT THE TOP AND PROJECTING ABOUT 18 INCHES ABOVE THE SURROUNDING
 GL1451'SURFACE.  IT IS LOCATED ABOUT 50 YARDS NE OF THE SW EDGE OF THE
 GL1451'MESA.
 GL1451'
 GL1451'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN OUTCROPPING
 GL1451'BEDROCK WHICH PROJECTS ABOUT 1 INCH ABOVE THE SURROUNDING
 GL1451'SURFACE.  IT IS LOCATED E OF THE STATION AND AT ABOUT THE
 GL1451'SAME LEVEL.  DISK IS STAMPED MILE CORNER NO 19 NO 1 1945.
 GL1451'
 GL1451'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN OUTCROPPING
 GL1451'BEDROCK WHICH PROJECTS ABOUT 6 INCHES ABOVE THE SURROUNDING
 GL1451'SURFACE.  IT IS LOCATED SSE OF THE STATION AND ABOUT 1
 GL1451'FOOT LOWER.  DISK IS STAMPED MILE CORNER NO 19 NO 2 1945.
 GL1451'
 GL1451'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN OUTCROPPING
 GL1451'BEDROCK FLUSH WITH THE SURROUNDING SURFACE.  IT IS LOCATED
 GL1451'1/5 MILE NW OF THE STATION, 10 FEET N OF THE EDGE OF THE MESA,
 GL1451'AND 7-1/2 FEET SSE OF A 4-FOOT ROCK CAIRN.  DISK IS STAMPED
 GL1451'MILE CORNER NO 19 1945.
 GL1451'
 GL1451'THE CONCRETE MARK (PROBABLY BOUNDARY MILEPOST 313) IS A PIECE
 GL1451'OF SHEET METAL IN THE FORM OF A TRIANGLE SET ON TOP OF AN
 GL1451'8-INCH SQUARE CONCRETE POST WHICH PROJECTS ABOUT 1-1/2 FEET
 GL1451'ABOVE THE SURROUNDING SURFACE.  IT IS LOCATED S OF THE STATION
 GL1451'AND AT ABOUT THE SAME LEVEL.
 GL1451'
 GL1451'HEIGHT OF LIGHT ABOVE STATION MARK - 1.2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1470 ***********************************************************************
 GL1470  DESIGNATION -  BOUNDARY MI COR 286 CLARK NM TX
 GL1470  PID         -  GL1470
 GL1470  STATE/COUNTY-  NM/UNION
 GL1470  USGS QUAD   -  SEDAN NE (1970)
 GL1470
 GL1470                         *CURRENT SURVEY CONTROL
 GL1470  ___________________________________________________________________
 GL1470* NAD 83(1992)-  36 08 57.40476(N)    103 02 28.25907(W)     ADJUSTED  
 GL1470* NAVD 88     -      1377.     (meters)    4518.     (feet)  SCALED    
 GL1470  ___________________________________________________________________
 GL1470  LAPLACE CORR-          -6.02  (seconds)                    DEFLEC99
 GL1470  GEOID HEIGHT-         -23.07  (meters)                     GEOID03
 GL1470
 GL1470  HORZ ORDER  -  THIRD
 GL1470
 GL1470.The horizontal coordinates were established by classical geodetic methods
 GL1470.and adjusted by the National Geodetic Survey in November 1994..
 GL1470.No horizontal observational check was made to the station.
 GL1470
 GL1470.The orthometric height was scaled from a topographic map.
 GL1470
 GL1470.The Laplace correction was computed from DEFLEC99 derived deflections.
 GL1470
 GL1470.The geoid height was determined by GEOID03.
 GL1470
 GL1470;                    North         East     Units Scale Factor Converg.
 GL1470;SPC NM E     -   571,854.011   281,277.521   MT  1.00007563   +0 45 44.3
 GL1470;SPC NM E     - 1,876,157.70    922,824.67   sFT  1.00007563   +0 45 44.3
 GL1470;SPC TX N     - 1,239,523.178    61,310.303   MT  0.99999223   -0 53 35.4
 GL1470;SPC TX N     - 4,066,668.96    201,148.89   sFT  0.99999223   -0 53 35.4
 GL1470;UTM  13      - 4,002,283.225   676,220.724   MT  0.99998264   +1 09 20.8
 GL1470
 GL1470!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GL1470!SPC NM E     -   0.99978760  x   1.00007563  =   0.99986322
 GL1470!SPC TX N     -   0.99978760  x   0.99999223  =   0.99977983
 GL1470!UTM  13      -   0.99978760  x   0.99998264  =   0.99977025
 GL1470
 GL1470                          SUPERSEDED SURVEY CONTROL
 GL1470
 GL1470  NAD 83(1992)-  36 08 57.40823(N)    103 02 28.25685(W) AD(       ) 3
 GL1470  NAD 83(1986)-  36 08 57.41425(N)    103 02 28.25486(W) AD(       ) 3
 GL1470  NAD 27      -  36 08 57.28950(N)    103 02 26.49550(W) AD(       ) 3
 GL1470
 GL1470.Superseded values are not recommended for survey control.
 GL1470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1470.See file dsdata.txt to determine how the superseded data were derived.
 GL1470
 GL1470_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA7622102283(NAD 83)
 GL1470_MARKER: DD = SURVEY DISK
 GL1470_SETTING: 0 = UNSPECIFIED SETTING
 GL1470_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GL1470
 GL1470  HISTORY     - Date     Condition        Report By
 GL1470  HISTORY     - 1960     MONUMENTED       CGS
 GL1470
 GL1470                          STATION DESCRIPTION
 GL1470
 GL1470'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (HWK)
 GL1470'THE STATION IS APPROXIMATELY 15-1/2 MILES SOUTH OF TEXLINE,
 GL1470'TEXAS, 5 MILES EAST OF SEDAN NEW MEXICO 0.3 MILE NORTH OF
 GL1470'STATE HIGHWAY 102, 51 FEET WEST OF THE CENTER OF A FARM ROAD
 GL1470'AND 2.5 FEET WEST OF A4 IN BY 4 IN WOODEN WITNESS POST.
 GL1470'
 GL1470'A TRAVERSE CONNECTION WAS MADE FROM THE TRIANGULATION STATION
 GL1470'LINE, DISTANCE BEING 29.467 METERS (96.68 FEET) WEST OF
 GL1470'STATION LINE.  THE MARK IS A BRONZE DISK BOLTED TO A METAL
 GL1470'PIPE WHICH PROJECTS 1 INCH.  IT IS STAMPED CLARK BOUNDARY
 GL1470'1859 MILE CORNER NO 286 REESTABLISHED 1911.
 GL1470'
 GL1470'NOTE--BENCH MARK DESCRIPTION LISTS THIS MARK AS 286 (U.S.B.C.).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GO0476 ***********************************************************************
 GO0476  DESIGNATION -  BOUNDARY MI COR 313 CO NM
 GO0476  PID         -  GO0476
 GO0476  STATE/COUNTY-  NM/SAN JUAN
 GO0476  USGS QUAD   -  SKINNEY ROCK (1983)
 GO0476
 GO0476                         *CURRENT SURVEY CONTROL
 GO0476  ___________________________________________________________________
 GO0476* NAD 83(1992)-  36 59 55.82623(N)    108 44 55.69446(W)     ADJUSTED  
 GO0476* NAVD 88     -      1562.7    (meters)    5127.     (feet)  VERTCON   
 GO0476  ___________________________________________________________________
 GO0476  LAPLACE CORR-           2.74  (seconds)                    DEFLEC99
 GO0476  GEOID HEIGHT-         -20.53  (meters)                     GEOID03
 GO0476
 GO0476  HORZ ORDER  -  SECOND
 GO0476
 GO0476.The horizontal coordinates were established by classical geodetic methods
 GO0476.and adjusted by the National Geodetic Survey in December 1993..
 GO0476
 GO0476.The NAVD 88 height was computed by applying the VERTCON shift value to
 GO0476.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GO0476
 GO0476.The Laplace correction was computed from DEFLEC99 derived deflections.
 GO0476
 GO0476.The geoid height was determined by GEOID03.
 GO0476
 GO0476;                    North         East     Units Scale Factor Converg.
 GO0476;SPC NM W     -   665,744.305   748,517.012   MT  0.99999843   -0 33 03.5
 GO0476;SPC NM W     - 2,184,196.11  2,455,759.56   sFT  0.99999843   -0 33 03.5
 GO0476;SPC CO S     -   346,695.757   625,259.564   MT  1.00005083   -1 59 33.9
 GO0476;SPC CO S     - 1,137,451.00  2,051,372.42   sFT  1.00005083   -1 59 33.9
 GO0476;UTM  12      - 4,097,112.753   700,319.947   MT  1.00009436   +1 21 18.8
 GO0476
 GO0476!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GO0476!SPC NM W     -   0.99975804  x   0.99999843  =   0.99975647
 GO0476!SPC CO S     -   0.99975804  x   1.00005083  =   0.99980886
 GO0476!UTM  12      -   0.99975804  x   1.00009436  =   0.99985238
 GO0476
 GO0476:                Primary Azimuth Mark                     Grid Az
 GO0476:SPC NM W     -  RUST                                     272 23 40.2
 GO0476:SPC CO S     -  RUST                                     273 50 10.6
 GO0476:UTM  12      -  RUST                                     270 29 17.9
 GO0476
 GO0476|---------------------------------------------------------------------|
 GO0476| PID    Reference Object                     Distance      Geod. Az  |
 GO0476|                                                           dddmmss.s |
 GO0476| HM0510 RUST                                APPROX. 4.2 KM 2715036.7 |
 GO0476|---------------------------------------------------------------------|
 GO0476
 GO0476                          SUPERSEDED SURVEY CONTROL
 GO0476
 GO0476  NAD 83(1992)-  36 59 55.82675(N)    108 44 55.69529(W) AD(       ) 2
 GO0476  NAD 83(1992)-  36 59 55.82498(N)    108 44 55.69538(W) AD(       ) 2
 GO0476  NAD 83(1986)-  36 59 55.81957(N)    108 44 55.70038(W) AD(       ) 2
 GO0476  NAD 27      -  36 59 55.84039(N)    108 44 53.35905(W) AD(       ) 2
 GO0476  NGVD 29 (07/19/86) 1561.8    (m)         5124.     (f) VERT ANG       
 GO0476
 GO0476.Superseded values are not recommended for survey control.
 GO0476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GO0476.See file dsdata.txt to determine how the superseded data were derived.
 GO0476
 GO0476_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYF0032097113(NAD 83)
 GO0476_MARKER: DD = SURVEY DISK
 GO0476_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GO0476_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GO0476_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GO0476+STABILITY: SURFACE MOTION
 GO0476
 GO0476  HISTORY     - Date     Condition        Report By
 GO0476  HISTORY     - 1971     MONUMENTED       NMHD
 GO0476
 GO0476                          STATION DESCRIPTION
 GO0476
 GO0476'DESCRIBED BY NM HIGHWAY DEPT 1971 (CWW)
 GO0476'STATION IS LOCATED IN SAN JUAN COUNTY, NEW MEXICO, ON U. S. HIGHWAY
 GO0476'666.  IT IS ON THE NEW MEXICO-COLORADO STATE LINE.
 GO0476'
 GO0476'TO REACH THE STATION FROM CENTERLINE OF U. S. HIGHWAY 666 AT
 GO0476'NEW MEXICO-COLORADO STATE LINE, FOLLOW BOUNDARY FOR 238.3 FEET EAST
 GO0476'TO STATION.
 GO0476'
 GO0476'STATION IS A BRASS DISK SET IN A CONCRETE MONUMENT AND IS STAMPED
 GO0476'THE SUPREME COURT OF THE UNITED STATES-COLORADO-NEW MEXICO MILE
 GO0476'CORNER 313.  (NMSHC DESIGNATION 3610845036) STATION IS 1.0 FEET
 GO0476'SOUTHEAST OF A FENCELINE CORNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1450 ***********************************************************************
 GL1450  DESIGNATION -  BOUNDARY MI COR 313 NM TX
 GL1450  PID         -  GL1450
 GL1450  STATE/COUNTY-  NM/UNION
 GL1450  USGS QUAD   -  TRAVESSER PARK (1972)
 GL1450
 GL1450                         *CURRENT SURVEY CONTROL
 GL1450  ___________________________________________________________________
 GL1450* NAD 83(1992)-  36 59 57.53525(N)    103 23 50.45395(W)     ADJUSTED  
 GL1450* NAVD 88     -      1699.     (meters)    5574.     (feet)  SCALED    
 GL1450  ___________________________________________________________________
 GL1450  LAPLACE CORR-          -6.03  (seconds)                    DEFLEC99
 GL1450  GEOID HEIGHT-         -20.95  (meters)                     GEOID03
 GL1450
 GL1450  HORZ ORDER  -  SECOND
 GL1450
 GL1450.The horizontal coordinates were established by classical geodetic methods
 GL1450.and adjusted by the National Geodetic Survey in December 1993..
 GL1450
 GL1450.The orthometric height was scaled from a topographic map.
 GL1450
 GL1450.The Laplace correction was computed from DEFLEC99 derived deflections.
 GL1450
 GL1450.The geoid height was determined by GEOID03.
 GL1450
 GL1450;                    North         East     Units Scale Factor Converg.
 GL1450;SPC NM E     -   665,809.699   248,307.795   MT  0.99999456   +0 33 47.9
 GL1450;SPC NM E     - 2,184,410.65    814,656.49   sFT  0.99999456   +0 33 47.9
 GL1450;SPC CO S     -   343,826.274 1,101,557.733   MT  1.00005071   +1 17 23.0
 GL1450;SPC CO S     - 1,128,036.70  3,614,027.33   sFT  1.00005071   +1 17 23.0
 GL1450;UTM  13      - 4,095,996.857   642,604.097   MT  0.99985052   +0 57 52.7
 GL1450
 GL1450!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GL1450!SPC NM E     -   0.99973676  x   0.99999456  =   0.99973132
 GL1450!SPC CO S     -   0.99973676  x   1.00005071  =   0.99978745
 GL1450!UTM  13      -   0.99973676  x   0.99985052  =   0.99958732
 GL1450
 GL1450                          SUPERSEDED SURVEY CONTROL
 GL1450
 GL1450  NAD 83(1986)-  36 59 57.54149(N)    103 23 50.44837(W) AD(       ) 2
 GL1450  NAD 27      -  36 59 57.47200(N)    103 23 48.66200(W) AD(       ) 2
 GL1450
 GL1450.Superseded values are not recommended for survey control.
 GL1450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1450.See file dsdata.txt to determine how the superseded data were derived.
 GL1450
 GL1450_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA4260495997(NAD 83)
 GL1450_MARKER: Z = SEE DESCRIPTION
 GL1450_SETTING: 0 = UNSPECIFIED SETTING
 GL1450_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GL1450
 GL1450  HISTORY     - Date     Condition        Report By
 GL1450  HISTORY     - 1945     MONUMENTED       CGS
 GL1450
 GL1450                          STATION DESCRIPTION
 GL1450
 GL1450'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 GL1450'STATION IS LOCATED ON THE TOP OF A LARGE FLAT MESA BOUT
 GL1450'1 MILE NE OF THE CIMARRON RIVER AND ABOUT 3 MILES N OF THE
 GL1450'SERVICE STATION IN VALLEY.  IN APPROXIMATE AIR LINE DISTANCES
 GL1450'IT IS, 29 MILES ENE OF FOLSOM, NEW MEXICO, 28-1/2 MILES ESE OF
 GL1450'BRANSON, COLORADO, AND 14 MILES N OF GUY, NEW MEXICO.
 GL1450'
 GL1450'TO REACH THE STATION FROM THE COLORADO-NEW MEXICO STATE LINE
 GL1450'INFORMATION STATION AT THE JUNCTION OF STATE HIGHWAY 73 AND
 GL1450'U.S. HIGHWAY 64 (WHICH IS 9 MILES S OF BRANSON, COLORADO
 GL1450'AND 8 MILES NE OF FOLSOM, NEW MEXICO), GO E ON U.S. HIGHWAY
 GL1450'64 FOR 21.1 MILES TO A FORK.  TAKE THE LEFT FORK, KEEPING ON
 GL1450'U.S. HIGHWAY 64, AND GO FOR 4.7 MILES TO A BRIDGE ACROSS THE
 GL1450'CIMARRON RIVER JUST AFTER PASSING THE SERVICE STATION IN
 GL1450'VALLEY.  CONTINUE ON THE U.S. HIGHWAY FOR 0.3 MILE TO A DIM
 GL1450'TRACK ROAD COMING IN ON THE LEFT.  TAKE A SHARP LEFT HERE
 GL1450'AND FOLLOW THE TRACK ROAD FOR 0.2 MILE TO A GATE.  PASS
 GL1450'THROUGH THIS GATE AND CONTINUING ON THE TRACK ROAD
 GL1450'GO 0.6 MILE TO A WASH.  CROSS THIS WASH AND CONTINUE ON THE
 GL1450'TRACK ROAD UP THE MAIN CANYON FOR 0.4 MILE TO WHERE A
 GL1450'VERY DIM TRACK ROAD COMES IN FROM A SMALL SIDE CANYON ON
 GL1450'THE RIGHT.  TURN RIGHT HERE AND FOLLOW THE VERY DIM TRACK
 GL1450'ROAD FOR 0.2 MILE TO A SLIGHT SADDLE.  HERE TURN
 GL1450'RIGHT, AND LEAVING THE VERY DIM TRACK ROAD, GO CROSS
 GL1450'COUNTRY 0.15 MILE UP THE RIDGE TO THE END OF TRUCK TRAVEL.  FROM
 GL1450'HERE PACK ON UP THE RIDGE TO THE TOP OF THE MESA AND THEN GO
 GL1450'LEFT OR W ABOUT 1/2 MILE ALONG THE EDGE OF THE MESA TO
 GL1450'THE STATION.
 GL1450'
 GL1450'THE CONCRETE MARK (PROBABLY BOUNDARY MILEPOST 313) IS A PIECE
 GL1450'OF SHEET METAL IN THE FORM OF A TRIANGLE SET ON TOP OF AN
 GL1450'8-INCH SQUARE CONCRETE POST WHICH PROJECTS ABOUT 1-1/2 FEET
 GL1450'ABOVE THE SURROUNDING SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1516 ***********************************************************************
 GL1516  DESIGNATION -  BOUNDARY MI COR 41+54 CO NM
 GL1516  PID         -  GL1516
 GL1516  STATE/COUNTY-  NM/UNION
 GL1516  USGS QUAD   -  EMERY PEAK (1972)
 GL1516
 GL1516                         *CURRENT SURVEY CONTROL
 GL1516  ___________________________________________________________________
 GL1516* NAD 83(1992)-  36 59 50.61720(N)    103 48 05.73654(W)     ADJUSTED  
 GL1516* NAVD 88     -      1872.4    (meters)    6143.     (feet)  VERTCON   
 GL1516  ___________________________________________________________________
 GL1516  LAPLACE CORR-          -5.99  (seconds)                    DEFLEC99
 GL1516  GEOID HEIGHT-         -19.58  (meters)                     GEOID03
 GL1516
 GL1516  HORZ ORDER  -  SECOND
 GL1516
 GL1516.The horizontal coordinates were established by classical geodetic methods
 GL1516.and adjusted by the National Geodetic Survey in December 1993..
 GL1516
 GL1516.The NAVD 88 height was computed by applying the VERTCON shift value to
 GL1516.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GL1516
 GL1516.The Laplace correction was computed from DEFLEC99 derived deflections.
 GL1516
 GL1516.The geoid height was determined by GEOID03.
 GL1516
 GL1516;                    North         East     Units Scale Factor Converg.
 GL1516;SPC NM E     -   665,319.094   212,328.555   MT  0.99993668   +0 19 12.0
 GL1516;SPC NM E     - 2,182,801.06    696,614.60   sFT  0.99993668   +0 19 12.0
 GL1516;UTM  13      - 4,095,254.401   606,635.303   MT  0.99974008   +0 43 16.5
 GL1516
 GL1516!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GL1516!SPC NM E     -   0.99970932  x   0.99993668  =   0.99964602
 GL1516!UTM  13      -   0.99970932  x   0.99974008  =   0.99944948
 GL1516
 GL1516|---------------------------------------------------------------------|
 GL1516| PID    Reference Object                     Distance      Geod. Az  |
 GL1516|                                                           dddmmss.s |
 GL1516| CM9096 BOUNDARY MI COR 41 RM 1              18.463 METERS 14951     |
 GL1516| CM9095 BOUNDARY MI COR 41 AZ MK                           1804723.9 |
 GL1516| CM9097 BOUNDARY MI COR 41 RM 2              18.036 METERS 23416     |
 GL1516|---------------------------------------------------------------------|
 GL1516
 GL1516                          SUPERSEDED SURVEY CONTROL
 GL1516
 GL1516  NAD 83(1992)-  36 59 50.62295(N)    103 48 05.73420(W) AD(       ) 2
 GL1516  NAD 83(1986)-  36 59 50.62211(N)    103 48 05.73209(W) AD(       ) 2
 GL1516  NAD 27      -  36 59 50.53900(N)    103 48 03.87300(W) AD(       ) 2
 GL1516  NGVD 29 (07/19/86) 1871.4    (m)         6140.     (f) VERT ANG       
 GL1516
 GL1516.Superseded values are not recommended for survey control.
 GL1516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1516.See file dsdata.txt to determine how the superseded data were derived.
 GL1516
 GL1516_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA0663595254(NAD 83)
 GL1516_MARKER: Z = SEE DESCRIPTION
 GL1516_SETTING: 0 = UNSPECIFIED SETTING
 GL1516
 GL1516  HISTORY     - Date     Condition        Report By
 GL1516  HISTORY     - 1945     MONUMENTED       CGS
 GL1516  HISTORY     - 1970     GOOD             TPC
 GL1516
 GL1516                          STATION DESCRIPTION
 GL1516
 GL1516'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (CAE)
 GL1516'STATION IS LOCATED ON THE FAIRLY N PART OF A LOW, FLAT, GRASSY
 GL1516'MESA, ABOUT 100 FEET SE OF THE EDGE OF A CANYON, AND ALONG THE
 GL1516'OLD E-W BOUNDARY FENCE.  IN APPROXIMATE AIR LINE DISTANCES IT IS,
 GL1516'19 MILES W OF VALLEY, NEW MEXICO, 17 MILES N OF DES MOINES, NEW
 GL1516'MEXICO, 13 MILES NNE OF FOLSOM, NEW MEXICO, AND 7 MILES ESE OF
 GL1516'BRANSON, COLORADO.
 GL1516'
 GL1516'TO REACH THE STATION FROM THE BRANSON POST OFFICE, GO SW AND THEN
 GL1516'S ON STATE HIGHWAY 55 (COLORADO) AND THEN STATE HIGHWAY 73 (NEW
 GL1516'MEXICO) FOR 4.6 MILES TO A TRACK ROAD COMING IN FROM THE LEFT,
 GL1516'ABOUT 100 YARDS BEFORE THE HIGHWAY CROSSES A SMALL WHITE BRIDGE.
 GL1516'TURN SHARP LEFT HERE AND FOLLOW THE TRACK ROAD FOR 2.0 MILES
 GL1516'TO A WASH.  CONTINUE ON THE TRACK ROAD FOR 0.8 MILE TO A WIRE
 GL1516'GATE AT A FENCE CORNER.  PASS THROUGH THIS GATE AND GO 0.7
 GL1516'MILE TO A POINT ABOUT 100 YARDS S OF A STONE SHACK AND CORRAL.
 GL1516'AT THIS POINT BEAR LEFT OFF THE TRACK ROAD AND GO CROSS
 GL1516'COUNTRY IN A NE DIRECTION FOR 0.3 MILE TO ANOTHER TRACK ROAD.
 GL1516'TURN RIGHT AND FOLLOW THIS VERY DIM TRACK ROAD FOR 0.5
 GL1516'MILE TO A WIRE GATE IN AN E-W FENCE.  PASS THROUGH THIS GATE
 GL1516'AND THEN FOLLOWING VERY DIM TRACK ROAD GO 0.5 MILE.  AT THIS
 GL1516'POINT THE AZIMUTH MARK CAN BE REACHED BY TURNING RIGHT AND
 GL1516'GOING E 0.5 MILE TO A 7-FOOT BOARD NAILED ON AN OLD FENCE
 GL1516'POST.  TO REACH THE STATION CONTINUE NE ALONG THE DIM TRACK
 GL1516'ROAD FOR 0.4 MILE TO A POINT ABOUT 200 YARDS W OF A STONE
 GL1516'BUILDING.  FROM HERE KEEP GOING NE FOR 0.4 MILE TO THE OLD
 GL1516'E-W FENCE AND THE STATION.
 GL1516'
 GL1516'STATION MARK IS A STANDARD SUPREME COURT COLORADO-NEW MEXICO MILE
 GL1516'CORNER STAMPED 41+54.  IT IS SET IN A FRUSTRUM OF A CONCRETE
 GL1516'CONE WHICH IS ABOUT 8 INCHES IN DIAMETER AT THE TOP AND PROJECTS
 GL1516'ABOUT 18 INCHES ABOVE THE SURROUNDING SURFACE.  IT HAS ROCKS PILED
 GL1516'ALL AROUND IT.
 GL1516'
 GL1516'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN OUTCROPPING
 GL1516'BEDROCK WHICH PROJECTS ABOUT 1 INCH ABOVE THE SURROUNDING SURFACE.
 GL1516'IT IS LOCATED SSE OF THE STATION AND ABOUT 16 INCHES LOWER.  DISK
 GL1516'IS STAMPED MILE CORNER NO 41 NO 1 1945.
 GL1516'
 GL1516'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN OUTCROPPING
 GL1516'BEDROCK WHICH PROJECTS 1 INCH ABOVE THE SURROUNDING SURFACE.
 GL1516'IT IS LOCATED SW OF THE STATION AND ABOUT 18 INCHES LOWER.  DISK
 GL1516'IS STAMPED MILE CORNER NO 41 NO 2 1945.
 GL1516'
 GL1516'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN OUTCROPPING BEDROCK
 GL1516'FLUSH WITH THE SURROUNDING SURFACE.  IT IS LOCATED 1/2 MILE S
 GL1516'OF THE STATION AND 4 FEET N OF AN E-W FENCE AND THE FENCE POST
 GL1516'WITH THE 7-FOOT BOARD NAILED ON IT.  DISK IS STAMPED MILE CORNER
 GL1516'NO 41 1945.
 GL1516'
 GL1516'HEIGHT OF LIGHT ABOVE STATION MARK - 2.6 METERS.
 GL1516
 GL1516                          STATION RECOVERY (1970)
 GL1516
 GL1516'RECOVERY NOTE BY US ARMY TOPOGRAPHIC COMMAND (NOW DMA) 1970 (WOK)
 GL1516'THE STATION MARK, AZIMUTH MARK AND REFERENCE MARKS WERE RECOVERED
 GL1516'AND FOUND TO BE IN GOOD CONDITION.  THE EXISTING DESCRIPTION IS
 GL1516'ADEQUATE.
 GL1516'
 GL1516'GRAVITY MEASUREMENTS ARE BEING MADE AT THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0641 ***********************************************************************
 GM0641  DESIGNATION -  BOUNDARY MI COR 71 CO NM
 GM0641  PID         -  GM0641
 GM0641  STATE/COUNTY-  NM/COLFAX
 GM0641  USGS QUAD   -  YANKEE (1971)
 GM0641
 GM0641                         *CURRENT SURVEY CONTROL
 GM0641  ___________________________________________________________________
 GM0641* NAD 83(1992)-  36 59 37.32031(N)    104 19 48.64558(W)     ADJUSTED  
 GM0641* NAVD 88     -      2635.1    (meters)    8645.     (feet)  VERTCON   
 GM0641  ___________________________________________________________________
 GM0641  LAPLACE CORR-          -2.31  (seconds)                    DEFLEC99
 GM0641  GEOID HEIGHT-         -18.41  (meters)                     GEOID03
 GM0641
 GM0641  HORZ ORDER  -  SECOND
 GM0641
 GM0641.The horizontal coordinates were established by classical geodetic methods
 GM0641.and adjusted by the National Geodetic Survey in December 1993..
 GM0641
 GM0641.The NAVD 88 height was computed by applying the VERTCON shift value to
 GM0641.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GM0641
 GM0641.The Laplace correction was computed from DEFLEC99 derived deflections.
 GM0641
 GM0641.The geoid height was determined by GEOID03.
 GM0641
 GM0641;                    North         East     Units Scale Factor Converg.
 GM0641;SPC NM E     -   664,777.067   165,280.741   MT  0.99990909   +0 00 06.8
 GM0641;SPC NM E     - 2,181,022.76    542,258.56   sFT  0.99990909   +0 00 06.8
 GM0641;SPC CO S     -   341,748.658 1,018,540.819   MT  1.00005213   +0 43 03.2
 GM0641;SPC CO S     - 1,121,220.39  3,341,662.67   sFT  1.00005213   +0 43 03.2
 GM0641;UTM  13      - 4,094,383.147   559,603.304   MT  0.99964376   +0 24 11.0
 GM0641
 GM0641!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GM0641!SPC NM E     -   0.99958952  x   0.99990909  =   0.99949865
 GM0641!SPC CO S     -   0.99958952  x   1.00005213  =   0.99964163
 GM0641!UTM  13      -   0.99958952  x   0.99964376  =   0.99923342
 GM0641
 GM0641:                Primary Azimuth Mark                     Grid Az
 GM0641:SPC NM E     -  MILE CORNER 71 AZ MK                     102 58 58.0
 GM0641:SPC CO S     -  MILE CORNER 71 AZ MK                     102 16 01.6
 GM0641:UTM  13      -  MILE CORNER 71 AZ MK                     102 34 53.8
 GM0641
 GM0641|---------------------------------------------------------------------|
 GM0641| PID    Reference Object                     Distance      Geod. Az  |
 GM0641|                                                           dddmmss.s |
 GM0641| CM9098 MILE CORNER 71 AZ MK                               1025904.8 |
 GM0641| CM9099 MILE CORNER 71 RM 1                  35.506 METERS 23338     |
 GM0641| CM9100 MILE CORNER 71 RM 2                  21.533 METERS 31817     |
 GM0641|---------------------------------------------------------------------|
 GM0641
 GM0641                          SUPERSEDED SURVEY CONTROL
 GM0641
 GM0641  NAD 83(1992)-  36 59 37.32784(N)    104 19 48.64921(W) AD(       ) 2
 GM0641  NAD 83(1986)-  36 59 37.33004(N)    104 19 48.64580(W) AD(       ) 2
 GM0641  NAD 27      -  36 59 37.24300(N)    104 19 46.70500(W) AD(       ) 2
 GM0641  NGVD 29 (07/19/86) 2634.0    (m)         8642.     (f) VERT ANG       
 GM0641
 GM0641.Superseded values are not recommended for survey control.
 GM0641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0641.See file dsdata.txt to determine how the superseded data were derived.
 GM0641
 GM0641_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEA5960394383(NAD 83)
 GM0641_MARKER: DS = TRIANGULATION STATION DISK
 GM0641_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GM0641_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GM0641
 GM0641  HISTORY     - Date     Condition        Report By
 GM0641  HISTORY     - 1945     MONUMENTED       CGS
 GM0641  HISTORY     - 1970     GOOD             DOD
 GM0641
 GM0641                          STATION DESCRIPTION
 GM0641
 GM0641'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (CAE)
 GM0641'STATION IS LOCATED ON BARELLA MESA, ON THE SIDE OF A SMALL
 GM0641'HILL WHICH IS ABOUT 1/2 MILE N OF THE S EDGE OF THE MESA, AND
 GM0641'ABOUT 1/4 MILE NW OF THE WOOD RANCH.  IN APPROXIMATE AIR LINE
 GM0641'DISTANCES IT IS, 23 MILES WSW OF BRANSON, COLORADO, 16 MILES
 GM0641'SSE OF TRINIDAD, COLORADO, AND 8 MILES NE OF RATON, NEW MEXICO.
 GM0641'
 GM0641'TO REACH THE STATION FROM THE POST OFFICE IN RATON, GO E FOR
 GM0641'TWO BLOCKS TO THE RAILROAD STATION AND FIRST STREET.  HERE TURN
 GM0641'LEFT OR N AND GO 0.4 MILE ON FIRST STREET TO THE FIRST STREET
 GM0641'GOING E AFTER CROSSING THE RAILROAD TRACKS.  TURN RIGHT AND GO
 GM0641'E ON THE MAIN TRAVELED GRADED ROAD (STATE HIGHWAY 72) FOR 7.0
 GM0641'MILES TO A FORK.  TAKE THE RIGHT FORK WHICH IS THE STATE HIGHWAY
 GM0641'AND GO 1.9 MILES TO WHERE A ROAD LEADS OFF OVER A CATTLE GUARD
 GM0641'AND UP THE HILL TO THE LEFT.  THIS IS ABOUT 0.1 MILE AFTER THE
 GM0641'HIGHWAY CROSSES A WHITE RAILED WOODEN BRIDGE.  TURN LEFT HERE AS
 GM0641'PER SIGN BARELLA MESA, LEAVING THE MAIN TRAVELED GRADED ROAD AND
 GM0641'GOING 2.3 MILES TO WHERE THE ROAD GOES OVER THE RIM OF THE
 GM0641'MESA.  CONTINUE ON THIS ROAD FOR 0.4 MILE TO A FORK.  TAKE
 GM0641'THE LEFT FORK AND GO ALONG THE EDGE OF THE MESA AND THEN N
 GM0641'ON A LANE BETWEEN TWO FENCES FOR 1.2 MILES TO WHERE THE
 GM0641'LANE MAKES A RIGHT ANGLE TURN TO THE LEFT.  CONTINUE TO
 GM0641'FOLLOW THE LANE FOR 0.4 MILE TO A GATE.  PASS THROUGH THIS GATE
 GM0641'AND THEN HEADING STRAIGHT W, GO 1.0 MILE, PASSING THROUGH THREE
 GM0641'GATES, TO ANOTHER GATE.  PASS THROUGH THIS GATE AND GO 0.1
 GM0641'MILE TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE STRAIGHT AHEAD
 GM0641'FOR 0.05 MILE TO THE BUILDINGS OF WOODS RANCH.  PASS TO THE
 GM0641'RIGHT OF THE BUILDINGS AND FOLLOW A TRACK ROAD FOR 0.05 MILE TO A
 GM0641'FENCE CORNER.  HERE LEAVE THE ROAD AND GO W ALONG THE N SIDE
 GM0641'OF THE FENCE FOR 0.2 MILE TO THE END OF TRUCK TRAVEL AND THE
 GM0641'STATION.
 GM0641'
 GM0641'STATION MARK IS A STANDARD SUPREME COURT COLORADO-NEW MEXICO
 GM0641'MILE CORNER MARK SET IN THE TOP OF A METAL SHEATHED FRUSTRUM OF
 GM0641'A CONCRETE CONE, 8 INCHES IN DIAMETER AT THE TOP AND PROJECTING
 GM0641'16 INCHES ABOVE THE SURROUNDING SURFACE.  MARK IS STAMPED 71.  IT
 GM0641'IS LOCATED ABOUT 200 FEET E OF THE BROW OF THE HILL AND 75 FEET
 GM0641'N OF A FENCE RUNNING E AND W.
 GM0641'
 GM0641'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN OUTCROPPING
 GM0641'BEDROCK WHICH PROJECTS 2 INCHES ABOVE THE SURROUNDING SURFACE.
 GM0641'IT IS LOCATED SW OF THE STATION, ABOUT 2-1/2 FEET HIGHER, AND
 GM0641'ABOUT 6 FEET N OF A FENCE RUNNING E AND W.  MARK IS STAMPED M.C.
 GM0641'71 NO 1 1945.
 GM0641'
 GM0641'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN OUTCROPPING
 GM0641'BEDROCK WHICH IS FLUSH WITH THE SURROUNDING SURFACE.  IT IS
 GM0641'LOCATED NW OF THE STATION AND ABOUT 2-1/2 FEET HIGHER.  MARK IS
 GM0641'STAMPED M.C. 71 NO 2 1945.
 GM0641'
 GM0641'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN A BOULDER WHICH
 GM0641'PROJECTS 3 FEET ABOVE THE SURROUNDING SURFACE.  MARK IS STAMPED
 GM0641'M.C. 71 1945.  IT IS LOCATED ABOUT 1/4 MILE ESE OF THE STATION,
 GM0641'0.05 MILE E OF THE WOOD RANCH, 27 FEET N OF THE CENTER OF THE
 GM0641'ROAD, AND 12 FEET NW OF A 4-INCH SQUARE WHITE WITNESS POST.
 GM0641'
 GM0641'HEIGHT OF LIGHT ABOVE STATION MARK - 0.9 METER.
 GM0641
 GM0641                          STATION RECOVERY (1970)
 GM0641
 GM0641'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1970 (RED)
 GM0641'STATION MARK, AZIMUTH MARK AND REFERENCE MARKS 1 AND 2 WERE
 GM0641'RECOVERED AND FOUND IN GOOD CONDITION.  DISTANCES TO THE
 GM0641'REFERENCE MARKS WERE CHECKED.
 GM0641'
 GM0641'DESCRIPTION ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0759 ***********************************************************************
 GM0759  DESIGNATION -  BOUNDARY MI COR 97 CO NM
 GM0759  PID         -  GM0759
 GM0759  STATE/COUNTY-  NM/COLFAX
 GM0759  USGS QUAD   -  CALIENTE CANYON NORTH (1986)
 GM0759
 GM0759                         *CURRENT SURVEY CONTROL
 GM0759  ___________________________________________________________________
 GM0759* NAD 83(1992)-  36 59 36.32239(N)    104 47 51.81120(W)     ADJUSTED  
 GM0759* NAVD 88     -      2477.4    (meters)    8128.     (feet)  VERTCON   
 GM0759  ___________________________________________________________________
 GM0759  LAPLACE CORR-          -5.95  (seconds)                    DEFLEC99
 GM0759  GEOID HEIGHT-         -17.87  (meters)                     GEOID03
 GM0759
 GM0759  HORZ ORDER  -  SECOND
 GM0759
 GM0759.The horizontal coordinates were established by classical geodetic methods
 GM0759.and adjusted by the National Geodetic Survey in December 1993..
 GM0759
 GM0759.The NAVD 88 height was computed by applying the VERTCON shift value to
 GM0759.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GM0759
 GM0759.The Laplace correction was computed from DEFLEC99 derived deflections.
 GM0759
 GM0759.The geoid height was determined by GEOID03.
 GM0759
 GM0759;                    North         East     Units Scale Factor Converg.
 GM0759;SPC NM E     -   664,847.103   123,663.764   MT  0.99993013   -0 16 46.0
 GM0759;SPC NM E     - 2,181,252.54    405,720.20   sFT  0.99993013   -0 16 46.0
 GM0759;SPC CO S     -   341,300.808   976,920.529   MT  1.00005220   +0 25 50.7
 GM0759;SPC CO S     - 1,119,751.07  3,205,113.44   sFT  1.00005220   +0 25 50.7
 GM0759;UTM  13      - 4,094,161.868   517,999.165   MT  0.99960399   +0 07 18.2
 GM0759
 GM0759!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GM0759!SPC NM E     -   0.99961417  x   0.99993013  =   0.99954433
 GM0759!SPC CO S     -   0.99961417  x   1.00005220  =   0.99966635
 GM0759!UTM  13      -   0.99961417  x   0.99960399  =   0.99921831
 GM0759
 GM0759|---------------------------------------------------------------------|
 GM0759| PID    Reference Object                     Distance      Geod. Az  |
 GM0759|                                                           dddmmss.s |
 GM0759| CM9101 MILE CORNER 97 RM 1                  11.161 METERS 01020     |
 GM0759| CM9102 MILE CORNER 97 RM 2                   7.636 METERS 08755     |
 GM0759| GM0761 MILE CORNER 97 AZ MK                APPROX. 0.8 KM 2954620.1 |
 GM0759|---------------------------------------------------------------------|
 GM0759
 GM0759                          SUPERSEDED SURVEY CONTROL
 GM0759
 GM0759  NAD 83(1992)-  36 59 36.32493(N)    104 47 51.81041(W) AD(       ) 2
 GM0759  NAD 83(1986)-  36 59 36.33167(N)    104 47 51.81144(W) AD(       ) 2
 GM0759  NAD 27      -  36 59 36.24600(N)    104 47 49.83800(W) AD(       ) 2
 GM0759  NGVD 29 (07/19/86) 2476.2    (m)         8124.     (f) VERT ANG       
 GM0759
 GM0759.Superseded values are not recommended for survey control.
 GM0759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0759.See file dsdata.txt to determine how the superseded data were derived.
 GM0759
 GM0759_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEA1799994162(NAD 83)
 GM0759_MARKER: DD = SURVEY DISK
 GM0759_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GM0759_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GM0759
 GM0759  HISTORY     - Date     Condition        Report By
 GM0759  HISTORY     - 1945     MONUMENTED       USSC
 GM0759
 GM0759                          STATION DESCRIPTION
 GM0759
 GM0759'DESCRIBED BY US SUPREME COURT 1945 (CAE)
 GM0759'STATION IS 9-1/2 MILES (AIR LINE) SSE OF WESTON AND 19 MILES
 GM0759'(AIR LINE) SW OF TRINIDAD.  IT IS A STATE LINE MARKER ABOUT 50
 GM0759'PACES W OF A FENCE CORNER.
 GM0759'
 GM0759'TO REACH FROM THE HADAD TRADING POST IN SEGUNDO, GO W ON STATE
 GM0759'HIGHWAY 12 FOR 2.4 MILES TO A POINT OPPOSITE THE MOUTH OF LORENCITO
 GM0759'CANYON.  HERE A DIRT ROAD FORDS THE STREAM TO THE S AND A WIRE
 GM0759'FENCE CROSSES THE STREAM JUST DOWNSTREAM FROM THE ROAD CROSSING.
 GM0759'RANCH BUILDINGS ARE VISIBLE ABOUT 1/4 MILE TO THE S.  TAKE
 GM0759'THE DIRT ROAD S FOR 3.3 MILES TO A WINDMILL AND TANK ON THE
 GM0759'LEFT.  CONTINUE FOR 1.9 MILES TO A FORK IN THE CANYON.  HERE
 GM0759'FOLLOW THE TRACK ROAD ON UP THE LEFT OR MAIN CANYON FOR 1.3
 GM0759'MILES TO SOME CORRALS.  CONTINUE THROUGH THESE AND GO 3.5
 GM0759'MILES TO A POINT WHERE THE MAIN CANYON TURNS RIGHT OR NEARLY
 GM0759'DUE W.  HERE TAKE A DIM TRACK ROAD UP THE LEFT HAND CANYON
 GM0759'FOR 2.2 MILES TO A POINT WHERE THE CANYON NARROWS SO AS
 GM0759'TO PREVENT FURTHER TRAVEL.  FROM HERE PACK ENE UP THE
 GM0759'CANYON ABOUT 200 YARDS.  FROM HERE PACK OUT OF THE CANYON
 GM0759'ESE AND GO ABOUT 1/2 MILE TO THE HIGHEST POINT AND
 GM0759'TRIANGULATION STATION MAXWELL.  FROM HERE THE STATION IS
 GM0759'1-1/2 MILES ESE ACROSS CONFUSED DRAINAGE IN THE STATE
 GM0759'LINE FENCE.
 GM0759'
 GM0759'STATION MARK IS A STANDARD U.S. SUPREME COURT DISK STAMPED
 GM0759'COLORADO NO 97 1868 1925 NEW MEXICO.  IT IS SET IN A ROUND
 GM0759'CONCRETE POST PROJECTING 18 INCHES AND IS DIRECTLY UNDER THE
 GM0759'STATE LINE FENCE.
 GM0759'
 GM0759'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A BOULDER
 GM0759'FLUSH.  IT IS N OF THE STATION AND ABOUT 28 INCHES HIGHER.
 GM0759'IT IS STAMPED MILE CORNER NO 97 NO 1 1945.
 GM0759'
 GM0759'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN BEDROCK
 GM0759'FLUSH.  IT IS E OF THE STATION AND AT ABOUT THE SAME ELEVATION.
 GM0759'DISK IS STAMPED MILE CORNER NO 97 NO 2 1945.
 GM0759'
 GM0759'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN A BOULDER MEASURING
 GM0759'ABOUT 5 BY 5 FEET AND IS ABOUT 2 FEET ABOVE THE SURFACE OF
 GM0759'THE GROUND.  DISK IS STAMPED MILE CORNER NO 97 1945.  THE MARK
 GM0759'IS ON THE HIGHEST POINT OF THE HILL, 15 FEET E OF TRIANGULATION
 GM0759'STATION MAXWELL, AND IS 1-1/2 MILES WNW OF THE STATION.
 GM0759'
 GM0759'HEIGHT OF LIGHT ABOVE STATION MARK - 1.0 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0769 ***********************************************************************
 DQ0769  DESIGNATION -  BOUNDARY MI COR 99 NM TX
 DQ0769  PID         -  DQ0769
 DQ0769  STATE/COUNTY-  NM/LEA
 DQ0769  USGS QUAD   -  BRONCO NE (1984)
 DQ0769
 DQ0769                         *CURRENT SURVEY CONTROL
 DQ0769  ___________________________________________________________________
 DQ0769* NAD 83(1992)-  33 26 12.51687(N)    103 03 20.22556(W)     ADJUSTED  
 DQ0769* NAVD 88     -      1189.     (meters)    3901.     (feet)  SCALED    
 DQ0769  ___________________________________________________________________
 DQ0769  LAPLACE CORR-          -1.75  (seconds)                    DEFLEC99
 DQ0769  GEOID HEIGHT-         -22.41  (meters)                     GEOID03
 DQ0769
 DQ0769  HORZ ORDER  -  SECOND
 DQ0769
 DQ0769.The horizontal coordinates were established by classical geodetic methods
 DQ0769.and adjusted by the National Geodetic Survey in February 1996..
 DQ0769
 DQ0769.The orthometric height was scaled from a topographic map.
 DQ0769
 DQ0769.The Laplace correction was computed from DEFLEC99 derived deflections.
 DQ0769
 DQ0769.The geoid height was determined by GEOID03.
 DQ0769
 DQ0769;                    North         East     Units Scale Factor Converg.
 DQ0769;SPC NM E     -   270,925.078   283,807.829   MT  1.00008306   +0 42 14.9
 DQ0769;SPC NM E     -   888,860.03    931,126.19   sFT  1.00008306   +0 42 14.9
 DQ0769;SPC TXNC     - 2,205,475.759   176,550.219   MT  0.99989515   -2 29 04.6
 DQ0769;SPC TXNC     - 7,235,798.39    579,231.84   sFT  0.99989515   -2 29 04.6
 DQ0769;UTM  13      - 3,701,403.800   680,749.478   MT  1.00000280   +1 04 18.0
 DQ0769
 DQ0769!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ0769!SPC NM E     -   0.99981682  x   1.00008306  =   0.99989986
 DQ0769!SPC TXNC     -   0.99981682  x   0.99989515  =   0.99971199
 DQ0769!UTM  13      -   0.99981682  x   1.00000280  =   0.99981962
 DQ0769
 DQ0769                          SUPERSEDED SURVEY CONTROL
 DQ0769
 DQ0769  NAD 83(1992)-  33 26 12.51759(N)    103 03 20.22501(W) AD(       ) 2
 DQ0769  NAD 83(1986)-  33 26 12.52090(N)    103 03 20.22289(W) AD(       ) 2
 DQ0769  NAD 27      -  33 26 12.15300(N)    103 03 18.42600(W) AD(       ) 2
 DQ0769
 DQ0769.Superseded values are not recommended for survey control.
 DQ0769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0769.See file dsdata.txt to determine how the superseded data were derived.
 DQ0769
 DQ0769_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFT8074901404(NAD 83)
 DQ0769_MARKER: P = PIPE CAP
 DQ0769_SETTING: 0 = UNSPECIFIED SETTING
 DQ0769_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DQ0769
 DQ0769  HISTORY     - Date     Condition        Report By
 DQ0769  HISTORY     - 1934     MONUMENTED       CGS
 DQ0769
 DQ0769                          STATION DESCRIPTION
 DQ0769
 DQ0769'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 DQ0769'THE MILE CORNER IS ABOUT 13 MILES SOUTH OF BLEDSOE, TEX., ON THE
 DQ0769'WEST SIDE OF THE STATE LINE ROAD, AND 556.121 METERS (1,824.54
 DQ0769'FEET) FROM TEXAS-NEW MEXICO, CLARK BOUNDARY MONUMENT NO. 99
 DQ0769'ECCENTRIC (SEE DESCRIPTION THEREOF) S 08 DEG 40 MIN E.
 DQ0769'MARKED BY AN IRON PIPE AND CAP, AND STAMPED CLARK
 DQ0769'BOUNDARY 1859 MILE CORNER NO. 99 NEW MEXICO-TEXAS GENERAL LAND
 DQ0769'OFFICE REESTABLISHMENT 1911 UNITED STATES BOUNDARY COMMISSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0860 ***********************************************************************
 CV0860  DESIGNATION -  BOUNDARY MILE COR 12 CLARK NM TX
 CV0860  PID         -  CV0860
 CV0860  STATE/COUNTY-  NM/LEA
 CV0860  USGS QUAD   -  JAVELINA BASIN (1973)
 CV0860
 CV0860                         *CURRENT SURVEY CONTROL
 CV0860  ___________________________________________________________________
 CV0860* NAD 83(1992)-  32 00 01.13447(N)    103 16 08.91163(W)     ADJUSTED  
 CV0860* NAVD 88     -       883.05   (+/-2cm)    2897.1    (feet)  VERTCON   
 CV0860  ___________________________________________________________________
 CV0860  LAPLACE CORR-           4.87  (seconds)                    DEFLEC99
 CV0860  GEOID HEIGHT-         -24.27  (meters)                     GEOID03
 CV0860
 CV0860  HORZ ORDER  -  SECOND
 CV0860  VERT ORDER  -  THIRD ? (See Below)
 CV0860
 CV0860.The horizontal coordinates were established by classical geodetic methods
 CV0860.and adjusted by the National Geodetic Survey in February 1996..
 CV0860
 CV0860.The NAVD 88 height was computed by applying the VERTCON shift value to
 CV0860.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CV0860.The vertical order pertains to the NGVD 29 superseded value.
 CV0860
 CV0860.The Laplace correction was computed from DEFLEC99 derived deflections.
 CV0860
 CV0860.The geoid height was determined by GEOID03.
 CV0860
 CV0860;                    North         East     Units Scale Factor Converg.
 CV0860;SPC NM E     -   111,397.853   265,551.840   MT  1.00003374   +0 33 50.4
 CV0860;SPC NM E     -   365,477.79    871,231.33   sFT  1.00003374   +0 33 50.4
 CV0860;SPC TX C     - 3,262,372.696   422,610.057   MT  1.00003352   -1 30 43.6
 CV0860;SPC TX C     -10,703,301.09  1,386,513.16   sFT  1.00003352   -1 30 43.6
 CV0860;UTM  13      - 3,541,779.562   663,499.204   MT  0.99992968   +0 55 02.7
 CV0860
 CV0860!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CV0860!SPC NM E     -   0.99986517  x   1.00003374  =   0.99989891
 CV0860!SPC TX C     -   0.99986517  x   1.00003352  =   0.99989869
 CV0860!UTM  13      -   0.99986517  x   0.99992968  =   0.99979486
 CV0860
 CV0860|---------------------------------------------------------------------|
 CV0860| PID    Reference Object                     Distance      Geod. Az  |
 CV0860|                                                           dddmmss.s |
 CV0860| CV0861 H 105                               123.817 METERS 08915     |
 CV0860| CV0858 BOUNDARY MILE COR 8 CLARK NM TX     APPROX. 6.4 KM 0895725.6 |
 CV0860| CH9135 BOUNDARY MILE COR 12 RM 2            23.963 METERS 18258     |
 CV0860|---------------------------------------------------------------------|
 CV0860
 CV0860                          SUPERSEDED SURVEY CONTROL
 CV0860
 CV0860  NAD 83(1992)-  32 00 01.13758(N)    103 16 08.90908(W) AD(       ) 2
 CV0860  NAD 83(1986)-  32 00 01.13822(N)    103 16 08.90871(W) AD(       ) 2
 CV0860  NAD 27      -  32 00 00.67500(N)    103 16 07.27000(W) AD(       ) 2
 CV0860  NGVD 29 (07/19/86)  882.63   (m)         2895.8    (f) LEVELING    3  
 CV0860
 CV0860.Superseded values are not recommended for survey control.
 CV0860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0860.See file dsdata.txt to determine how the superseded data were derived.
 CV0860
 CV0860_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFR6349941780(NAD 83)
 CV0860_MARKER: P = PIPE CAP
 CV0860_SETTING: 0 = UNSPECIFIED SETTING
 CV0860
 CV0860  HISTORY     - Date     Condition        Report By
 CV0860  HISTORY     - 1911     MONUMENTED       USGLO
 CV0860  HISTORY     - 1938     GOOD             CGS
 CV0860  HISTORY     - 1965     GOOD             CGS
 CV0860
 CV0860                          STATION DESCRIPTION
 CV0860
 CV0860'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 CV0860'ABOUT 19 MILES NORTH-NORTHWEST OF WINK, ON THE NEW MEXICO-TEXAS
 CV0860'BOUNDARY, ABOUT 425 FEET WEST OF A BLADED ROAD, AND 2 FEET SOUTH
 CV0860'OF A FENCE.  TO REACH THE STATION, PROCEED TO THE CATTLE GUARD
 CV0860'0.1 MILE WEST OF C.C. COWDENS RANCH BUILDINGS AS IN DESCRIPTION
 CV0860'OF NEW MEXICO-TEXAS BOUNDARY (CLARK) MILE CORNER NO. 8, GO
 CV0860'NORTHWEST 1.0 MILE, TURN LEFT OFF THE ROAD AND GO ALONG THE
 CV0860'SOUTH SIDE OF A FENCE ABOUT 425 FEET TO STATION SITE.  THE MILE
 CV0860'CORNER IS MARKED WITH AN IRON PIPE AND CAP STAMPED CLARK
 CV0860'BOUNDARY 1859 MILE CORNER NO. 12 NEW MEXICO-TEXAS GENERAL LAND
 CV0860'OFFICE REESTABLISHMENT 1911 U.S. BOUNDARY COMMISSION.
 CV0860'REFERENCE MARK NO. 2, A STANDARD DISK SET IN CONCRETE,
 CV0860'IS 78.62 FEET FROM STATION S 02 DEG 58 MIN W--
 CV0860'BENCH MARK H-105 (U.S.G.S.) CAN BE USED AS THE
 CV0860'AZIMUTH MARK.
 CV0860
 CV0860                          STATION RECOVERY (1965)
 CV0860
 CV0860'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (FHB)
 CV0860'ALL MARKS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION TO REACH
 CV0860'THE STATION FOLLOWS.
 CV0860'
 CV0860'FROM THE INTERSECTION OF 3RD STREET AND MINNESOTA STREET AT THE
 CV0860'SOUTH EDGE OF JAL, GO SOUTHWEST 2.85 MILES TO A CATTLE GUARD
 CV0860'AT AN OIL REFINERY, CONTINUE SOUTHWEST ON DIRT ROAD 0.55 MILE
 CV0860'TO A CATTLE GUARD, CONTINUE 5.5 MILES TO A SIDE ROAD RIGHT,
 CV0860'CONTINUE AHEAD 0.8 MILE TO A CATTLE GUARD, CONTINUE 3.35 MILES
 CV0860'TO A CATTLE GUARD, PASS OVER AND TURN RIGHT ON TRACK ROAD 0.1
 CV0860'MILE TO THE STATION ON RIGHT (IN FENCE LINE).
 CV0860'
 CV0860'ASTRO PARTY 646 VISITED THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0858 ***********************************************************************
 CV0858  DESIGNATION -  BOUNDARY MILE COR 8 CLARK NM TX
 CV0858  PID         -  CV0858
 CV0858  STATE/COUNTY-  NM/LEA
 CV0858  USGS QUAD   -  JAL (1979)
 CV0858
 CV0858                         *CURRENT SURVEY CONTROL
 CV0858  ___________________________________________________________________
 CV0858* NAD 83(1992)-  32 00 01.22512(N)    103 12 03.49604(W)     ADJUSTED  
 CV0858* NAVD 88     -       894.     (meters)    2933.     (feet)  VERTCON   
 CV0858  ___________________________________________________________________
 CV0858  LAPLACE CORR-           5.24  (seconds)                    DEFLEC99
 CV0858  GEOID HEIGHT-         -24.00  (meters)                     GEOID03
 CV0858
 CV0858  HORZ ORDER  -  SECOND
 CV0858
 CV0858.The horizontal coordinates were established by classical geodetic methods
 CV0858.and adjusted by the National Geodetic Survey in February 1996..
 CV0858
 CV0858.The NAVD 88 height was computed by applying the VERTCON shift value to
 CV0858.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CV0858
 CV0858.The Laplace correction was computed from DEFLEC99 derived deflections.
 CV0858
 CV0858.The geoid height was determined by GEOID03.
 CV0858
 CV0858;                    North         East     Units Scale Factor Converg.
 CV0858;SPC NM E     -   111,466.087   271,993.418   MT  1.00005022   +0 36 00.4
 CV0858;SPC NM E     -   365,701.65    892,365.07   sFT  1.00005022   +0 36 00.4
 CV0858;SPC TX C     - 3,262,207.470   429,049.823   MT  1.00003353   -1 28 37.2
 CV0858;SPC TX C     -10,702,759.01  1,407,640.96   sFT  1.00003353   -1 28 37.2
 CV0858;UTM  13      - 3,541,887.520   669,939.601   MT  0.99995617   +0 57 12.9
 CV0858
 CV0858!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CV0858!SPC NM E     -   0.99986335  x   1.00005022  =   0.99991356
 CV0858!SPC TX C     -   0.99986335  x   1.00003353  =   0.99989687
 CV0858!UTM  13      -   0.99986335  x   0.99995617  =   0.99981952
 CV0858
 CV0858|---------------------------------------------------------------------|
 CV0858| PID    Reference Object                     Distance      Geod. Az  |
 CV0858|                                                           dddmmss.s |
 CV0858| CH9136 BOUNDARY MILE COR 8 RM 1                           13852     |
 CV0858| CH9137 BOUNDARY MILE COR 8 RM 2                           21908     |
 CV0858| CC0791 CLARENCE                            APPROX.16.3 KM 2621549.4 |
 CV0858|---------------------------------------------------------------------|
 CV0858
 CV0858                          SUPERSEDED SURVEY CONTROL
 CV0858
 CV0858  NAD 83(1992)-  32 00 01.22869(N)    103 12 03.49369(W) AD(       ) 2
 CV0858  NAD 83(1986)-  32 00 01.22928(N)    103 12 03.49284(W) AD(       ) 2
 CV0858  NAD 27      -  32 00 00.76100(N)    103 12 01.86200(W) AD(       ) 2
 CV0858  NGVD 29 (07/19/86)  894.     (m)         2933.     (f) VERT ANG       
 CV0858
 CV0858.Superseded values are not recommended for survey control.
 CV0858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0858.See file dsdata.txt to determine how the superseded data were derived.
 CV0858
 CV0858_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFR6994041888(NAD 83)
 CV0858_MARKER: P = PIPE CAP
 CV0858_SETTING: 0 = UNSPECIFIED SETTING
 CV0858
 CV0858  HISTORY     - Date     Condition        Report By
 CV0858  HISTORY     - 1911     MONUMENTED       USGLO
 CV0858  HISTORY     - 1938     GOOD             CGS
 CV0858
 CV0858                          STATION DESCRIPTION
 CV0858
 CV0858'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 CV0858'ABOUT 17 MILES NORTH-NORTHWEST OF WINK, ON TOP OF A SAND DUNE
 CV0858'ON THE NEW MEXICO-TEXAS BOUNDARY LINE, 2-1/2 FEET SOUTH OF A FENCE.
 CV0858'TO REACH THE STATION FROM WINK, TEX., GO NORTHERLY 5.2 MILES ON
 CV0858'TEXAS STATE HIGHWAY 115, LEAVE HIGHWAY AND GO STRAIGHT AHEAD
 CV0858'(NORTH) 1.1 MILES, TAKE LEFT FORK AND GO 5.2 MILES ON MAIN-BLADED
 CV0858'ROAD, TAKE RIGHT FORK AND GO NORTHERLY 2.3 MILES, TAKE LEFT FORK
 CV0858'(STRAIGHT AHEAD) AND GO 4.5 MILES TO CATTLEGUARD ABOUT 0.1 MILE
 CV0858'WEST OF C.C. COWDENS RANCH BUILDINGS, CONTINUE NORTHWESTERLY
 CV0858'1.0 MILE, CROSS CATTLEGUARD AND FOLLOW TRAIL ALONG NORTH SIDE
 CV0858'OF FENCE EASTERLY 1.6 MILES, PASS THROUGH WIRE GATE AND CONTINUE
 CV0858'EAST 1.6 MILES TO FENCE CORNER, CONTINUE EAST ON DIM TRACK
 CV0858'TO A GATE, CONTINUE EAST ON SOUTH SIDE OF FENCE 0.3 MILE TO
 CV0858'STATION SITE.  THE MILE CORNER IS MARKED BY AN IRON PIPE AND
 CV0858'CAP STAMPED CLARK BOUNDARY 1859-MILE CORNER NO. 8-NEW
 CV0858'MEXICO-TEXAS-GENERAL LAND OFFICE-REESTABLISHMENT 1911-U.S.
 CV0858'BOUNDARY COMMISSION.  THE REFERENCE MARKS ARE STANDARD
 CV0858'DISKS SET IN CONCRETE.  REFERENCE
 CV0858'MARK NO. 1 IS 103.08 FEET (SLOPE DISTANCE) FROM STATION
 CV0858'S 41 DEG 08 MIN E, AND NO. 2 IS 104.89 FEET (SLOPE
 CV0858'DISTANCE) FROM STATION S 39 DEG 08 MIN W.  STATION
 CV0858'CLARENCE MAY BE USED AS AN AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1438 ***********************************************************************
 GL1438  DESIGNATION -  BOUNDARY MIPOST 1 NM TX
 GL1438  PID         -  GL1438
 GL1438  STATE/COUNTY-  NM/UNION
 GL1438  USGS QUAD   -  RARDIN HILL (1972)
 GL1438
 GL1438                         *CURRENT SURVEY CONTROL
 GL1438  ___________________________________________________________________
 GL1438* NAD 83(1992)-  36 30 01.68931(N)    103 01 09.68506(W)     ADJUSTED  
 GL1438* NAVD 88     -      1436.     (meters)    4711.     (feet)  SCALED    
 GL1438  ___________________________________________________________________
 GL1438  LAPLACE CORR-          -6.00  (seconds)                    DEFLEC99
 GL1438  GEOID HEIGHT-         -22.55  (meters)                     GEOID03
 GL1438
 GL1438  HORZ ORDER  -  SECOND
 GL1438
 GL1438.The horizontal coordinates were established by classical geodetic methods
 GL1438.and adjusted by the National Geodetic Survey in December 1993..
 GL1438
 GL1438.The orthometric height was scaled from a topographic map.
 GL1438
 GL1438.The Laplace correction was computed from DEFLEC99 derived deflections.
 GL1438
 GL1438.The geoid height was determined by GEOID03.
 GL1438
 GL1438;                    North         East     Units Scale Factor Converg.
 GL1438;SPC NM E     -   610,849.735   282,712.222   MT  1.00007975   +0 46 54.1
 GL1438;SPC NM E     - 2,004,096.17    927,531.68   sFT  1.00007975   +0 46 54.1
 GL1438;SPC TX N     - 1,278,459.470    63,873.147   MT  1.00008941   -0 52 49.9
 GL1438;SPC TX N     - 4,194,412.44    209,557.15   sFT  1.00008941   -0 52 49.9
 GL1438;SPC OK N     -   178,104.924   150,530.263   MT  0.99996225   -2 57 43.8
 GL1438;SPC OK N     -   584,332.57    493,864.70   sFT  0.99996225   -2 57 43.8
 GL1438;UTM  13      - 4,041,284.308   677,386.364   MT  0.99998769   +1 10 42.4
 GL1438
 GL1438!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GL1438!SPC NM E     -   0.99977827  x   1.00007975  =   0.99985801
 GL1438!SPC TX N     -   0.99977827  x   1.00008941  =   0.99986766
 GL1438!SPC OK N     -   0.99977827  x   0.99996225  =   0.99974053
 GL1438!UTM  13      -   0.99977827  x   0.99998769  =   0.99976597
 GL1438
 GL1438                          SUPERSEDED SURVEY CONTROL
 GL1438
 GL1438  NAD 83(1986)-  36 30 01.69994(N)    103 01 09.68297(W) AD(       ) 2
 GL1438  NAD 27      -  36 30 01.60600(N)    103 01 07.93700(W) AD(       ) 2
 GL1438
 GL1438.Superseded values are not recommended for survey control.
 GL1438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1438.See file dsdata.txt to determine how the superseded data were derived.
 GL1438
 GL1438_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA7738641284(NAD 83)
 GL1438_MARKER: U = CONCRETE POST
 GL1438_SETTING: 0 = UNSPECIFIED SETTING
 GL1438_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GL1438
 GL1438  HISTORY     - Date     Condition        Report By
 GL1438  HISTORY     - 1922     MONUMENTED       CGS
 GL1438  HISTORY     - 1972     MARK NOT FOUND   USGS
 GL1438
 GL1438                          STATION DESCRIPTION
 GL1438
 GL1438'DESCRIBED BY COAST AND GEODETIC SURVEY 1922 (CMD)
 GL1438'STATION IS ON THE TEXAS-NEW MEXICO BOUNDARY, 7 MILES E AND 6 MILES
 GL1438'N OF CLAYTON, AND 1 MILE E OF NORTHWEST CORNER OF TEXAS.
 GL1438'
 GL1438'MARK IS A STONE MONUMENT.
 GL1438
 GL1438                          STATION RECOVERY (1972)
 GL1438
 GL1438'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972 (TET)
 GL1438'THIS STONE MONUMENT WAS SEARCHED FOR BUT NOT FOUND.  FROM THE
 GL1438'DESCRIPTION IT IS AT A POINT WHERE THERE IS A COUNTY ROAD
 GL1438'INTERSECTION.  IT IS POSSIBLE THAT THE MARK OR STATION IS BURIED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1431 ***********************************************************************
 GL1431  DESIGNATION -  BOUNDARY MIPOST 328 ECC
 GL1431  PID         -  GL1431
 GL1431  STATE/COUNTY-  NM/UNION
 GL1431  USGS QUAD   -  WEDDING CAKE BUTTE (1972)
 GL1431
 GL1431                         *CURRENT SURVEY CONTROL
 GL1431  ___________________________________________________________________
 GL1431* NAD 83(1992)-  36 59 57.40674(N)    103 07 37.50570(W)     ADJUSTED  
 GL1431* NAVD 88     -      1590.4    (meters)    5218.     (feet)  VERTCON   
 GL1431  ___________________________________________________________________
 GL1431  LAPLACE CORR-          -5.39  (seconds)                    DEFLEC99
 GL1431  GEOID HEIGHT-         -21.89  (meters)                     GEOID03
 GL1431
 GL1431  HORZ ORDER  -  FIRST
 GL1431
 GL1431.The horizontal coordinates were established by classical geodetic methods
 GL1431.and adjusted by the National Geodetic Survey in December 1993..
 GL1431
 GL1431.The NAVD 88 height was computed by applying the VERTCON shift value to
 GL1431.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GL1431
 GL1431.The Laplace correction was computed from DEFLEC99 derived deflections.
 GL1431
 GL1431.The geoid height was determined by GEOID03.
 GL1431
 GL1431;                    North         East     Units Scale Factor Converg.
 GL1431;SPC NM E     -   666,076.408   272,363.648   MT  1.00005105   +0 43 33.6
 GL1431;SPC NM E     - 2,185,285.68    893,579.74   sFT  1.00005105   +0 43 33.6
 GL1431;SPC CO S     -   344,398.605 1,125,608.955   MT  1.00005072   +1 27 19.8
 GL1431;SPC CO S     - 1,129,914.42  3,692,935.38   sFT  1.00005072   +1 27 19.8
 GL1431;SPC OK N     -   233,886.310   143,814.251   MT  1.00005072   -3 01 32.6
 GL1431;SPC OK N     -   767,342.00    471,830.59   sFT  1.00005072   -3 01 32.6
 GL1431;UTM  13      - 4,096,432.018   666,654.449   MT  0.99994215   +1 07 38.6
 GL1431
 GL1431!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GL1431!SPC NM E     -   0.99975392  x   1.00005105  =   0.99980495
 GL1431!SPC CO S     -   0.99975392  x   1.00005072  =   0.99980462
 GL1431!SPC OK N     -   0.99975392  x   1.00005072  =   0.99980462
 GL1431!UTM  13      -   0.99975392  x   0.99994215  =   0.99969608
 GL1431
 GL1431|---------------------------------------------------------------------|
 GL1431| PID    Reference Object                     Distance      Geod. Az  |
 GL1431|                                                           dddmmss.s |
 GL1431| CM8372 BOUNDARY MIPOST 328 ECC RM           16.900 METERS 10720     |
 GL1431| GL1428 DE MAYA                             APPROX. 5.2 KM 1282458.2 |
 GL1431|---------------------------------------------------------------------|
 GL1431
 GL1431                          SUPERSEDED SURVEY CONTROL
 GL1431
 GL1431  NAD 83(1986)-  36 59 57.40754(N)    103 07 37.50291(W) AD(       ) 1
 GL1431  NAD 27      -  36 59 57.33300(N)    103 07 35.73900(W) AD(       ) 1
 GL1431  NGVD 29 (07/19/86) 1589.6    (m)         5215.     (f) VERT ANG       
 GL1431
 GL1431.Superseded values are not recommended for survey control.
 GL1431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1431.See file dsdata.txt to determine how the superseded data were derived.
 GL1431
 GL1431_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA6665496432(NAD 83)
 GL1431_MARKER: DS = TRIANGULATION STATION DISK
 GL1431_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL1431
 GL1431  HISTORY     - Date     Condition        Report By
 GL1431  HISTORY     - 1922     MONUMENTED       CGS
 GL1431  HISTORY     - 1961     SEE DESCRIPTION  CGS
 GL1431  HISTORY     - 1972     SEE DESCRIPTION  USGS
 GL1431
 GL1431                          STATION DESCRIPTION
 GL1431
 GL1431'DESCRIBED BY COAST AND GEODETIC SURVEY 1922 (CMD)
 GL1431'ON MESA DE MAYA, ABOUT 3 MILES EAST OF SHEEP PEN CANYON, 1
 GL1431'MILE NORTH OF CIMARRON VALLEY, 3 MILES EAST OF THE STEELE
 GL1431'RANCH AND THE STONE SCHOOLHOUSE IN CIMARRON VALLEY, ON GRASSY
 GL1431'PRAIRIE, AND 1/4 MILE SOUTHEAST FROM A SMALL LAKE.  TO
 GL1431'REACH FROM KENTON, GO UP BLACKSMITH CANYON, OR FROM DALEROSE
 GL1431'GO UP OWL ROOST CANYON AND PROCEED SOUTHEAST 15 MILES ACROSS
 GL1431'COUNTRY TO THE STATION SITE.  THE STATION UNDERGROUND AND
 GL1431'REFERENCE MARKS ARE STANDARD DISKS SET IN CONCRETE.
 GL1431'THE REFERENCE MARK IS 16.20 METERS
 GL1431'(53.1 FEET) FROM THE STATION S 72 DEG 40 MIN E.  THE
 GL1431'NEW MEXICO-COLORADO OLD BOUNDARY MILEPOST NO. 328 MAY BE
 GL1431'USED AS AN AZIMUTH MARK.  ELEVATION--1,589.6 METERS (5,215
 GL1431'FEET).
 GL1431
 GL1431                          STATION RECOVERY (1961)
 GL1431
 GL1431'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (AWH)
 GL1431'THE TABLET HAD BEEN BROKEN OFF ON THIS STATION BUT THE SHANK
 GL1431'WAS FOUND IN PLACE IN BEDROCK.
 GL1431'
 GL1431'THE SHANK WAS REMOVED FROM THE HOLE AND A STANDARD FS TABLET
 GL1431'STAMPED USC AND GS MP 328 ECC. - 1922, RESET 1961 WAS CEMENTED
 GL1431'IN THE EXACT POSITION.  A REDWOOD 4 X 4 WITNESS POST PAINTED
 GL1431'WHITE WITH U.S. TRIANGULATION STATION WAS SET 3 FEET WEST
 GL1431'OF TABLET.
 GL1431'
 GL1431'THE REFERENCE MARK WAS RECOVERED IN GOOD CONDITION.
 GL1431
 GL1431                          STATION RECOVERY (1972)
 GL1431
 GL1431'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972 (LTJ)
 GL1431'TO REACH STATION, PROCEED 7.3 MILES NW ALONG STATE HWY 325
 GL1431'FROM KENTON OKLA. TO A JCT OF A ROAD LEADING NORTH 0.2 MI WEST
 GL1431'OF OLD GOODSON SCHOOL, CONTINUE ALONG MAIN ROAD ABOUT 4.0 MI
 GL1431'TOWARD SECOND RANCH HOUSE, ABOUT 0.2 MI EAST OF SECOND RANCH
 GL1431'HOUSE TURN RIGHT (NORTH), AND CONTINUE ALONG TRACK ROAD TO A
 GL1431'4 WHEEL DRIVE ROAD TO TOP OF BLACK MESA, CONTINUE ALONG ROAD ON
 GL1431'TOP OF MESA THROUGH GATE IN E/W FENCE, TAKE RIGHT FORK 0.8
 GL1431'MI TO STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1458 ***********************************************************************
 GL1458  DESIGNATION -  BOUNDARY MIPOST 4 ECC
 GL1458  PID         -  GL1458
 GL1458  STATE/COUNTY-  NM/UNION
 GL1458  USGS QUAD   -  TEXLINE NORTH (1970)
 GL1458
 GL1458                         *CURRENT SURVEY CONTROL
 GL1458  ___________________________________________________________________
 GL1458* NAD 83(1992)-  36 26 38.65754(N)    103 02 29.67455(W)     ADJUSTED  
 GL1458* NAVD 88     -      1459.     (meters)    4787.     (feet)  SCALED    
 GL1458  ___________________________________________________________________
 GL1458  LAPLACE CORR-          -6.21  (seconds)                    DEFLEC99
 GL1458  GEOID HEIGHT-         -22.58  (meters)                     GEOID03
 GL1458
 GL1458  HORZ ORDER  -  SECOND
 GL1458
 GL1458.The horizontal coordinates were established by classical geodetic methods
 GL1458.and adjusted by the National Geodetic Survey in December 1993..
 GL1458
 GL1458.The orthometric height was scaled from a topographic map.
 GL1458
 GL1458.The Laplace correction was computed from DEFLEC99 derived deflections.
 GL1458
 GL1458.The geoid height was determined by GEOID03.
 GL1458
 GL1458;                    North         East     Units Scale Factor Converg.
 GL1458;SPC NM E     -   604,564.575   280,805.497   MT  1.00007427   +0 46 02.8
 GL1458;SPC NM E     - 1,983,475.61    921,276.03   sFT  1.00007427   +0 46 02.8
 GL1458;SPC TX N     - 1,272,232.217    61,784.980   MT  1.00007125   -0 53 36.2
 GL1458;SPC TX N     - 4,173,981.87    202,706.22   sFT  1.00007125   -0 53 36.2
 GL1458;SPC OK N     -   171,958.376   148,217.545   MT  0.99995703   -2 58 31.0
 GL1458;SPC OK N     -   564,166.77    486,277.06   sFT  0.99995703   -2 58 31.0
 GL1458;UTM  13      - 4,034,986.691   675,523.353   MT  0.99997959   +1 09 49.2
 GL1458
 GL1458!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GL1458!SPC NM E     -   0.99977467  x   1.00007427  =   0.99984892
 GL1458!SPC TX N     -   0.99977467  x   1.00007125  =   0.99984590
 GL1458!SPC OK N     -   0.99977467  x   0.99995703  =   0.99973171
 GL1458!UTM  13      -   0.99977467  x   0.99997959  =   0.99975426
 GL1458
 GL1458|---------------------------------------------------------------------|
 GL1458| PID    Reference Object                     Distance      Geod. Az  |
 GL1458|                                                           dddmmss.s |
 GL1458| GL1452 BOUNDARY MIPOST 4 NM TX             178.441 METERS 18005     |
 GL1458| GL1454 BOUNDARY MI COR 306 NM TX           APPROX. 0.5 KM 1800743.0 |
 GL1458| CM8371 BOUNDARY MIPOST 4 ECC RM             21.450 METERS 27612     |
 GL1458|---------------------------------------------------------------------|
 GL1458
 GL1458                          SUPERSEDED SURVEY CONTROL
 GL1458
 GL1458  NAD 83(1986)-  36 26 38.66868(N)    103 02 29.66936(W) AD(       ) 2
 GL1458  NAD 27      -  36 26 38.57400(N)    103 02 27.92500(W) AD(       ) 2
 GL1458
 GL1458.Superseded values are not recommended for survey control.
 GL1458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1458.See file dsdata.txt to determine how the superseded data were derived.
 GL1458
 GL1458_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA7552334987(NAD 83)
 GL1458_MARKER: DS = TRIANGULATION STATION DISK
 GL1458_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL1458
 GL1458  HISTORY     - Date     Condition        Report By
 GL1458  HISTORY     - 1922     MONUMENTED       CGS
 GL1458
 GL1458                          STATION DESCRIPTION
 GL1458
 GL1458'DESCRIBED BY COAST AND GEODETIC SURVEY 1922 (CMD)
 GL1458'STATION IS ON THE BOUNDARY BETWEEN TEXAS AND NEW MEXICO, 4
 GL1458'MILES S OF NORTHWEST CORNER OF TEXAS AT SUMMIT OF FIRST RISE S
 GL1458'OF THIS CORNER, AND ON E SIDE OF SECTION LINE ROAD.
 GL1458'
 GL1458'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 GL1458'DISKS SET IN CONCRETE.
 GL1458'
 GL1458'REFERENCE MARK IS 21.45 METERS (70.4 FEET) FROM STATION
 GL1458'N 83 DEG 48 MIN W.
 GL1458'
 GL1458'MILEPOST NO. 4, A STONE MONUMENT, IS 178.435 METERS (585.42
 GL1458'FEET) FROM STATION S 0 DEG 05 MIN W.  AND MILE
 GL1458'CORNER NO. 306 IS DISTANT 523.205 METERS (1,716.55 FEET)
 GL1458'S 0 DEG 08 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1452 ***********************************************************************
 GL1452  DESIGNATION -  BOUNDARY MIPOST 4 NM TX
 GL1452  PID         -  GL1452
 GL1452  STATE/COUNTY-  NM/UNION
 GL1452  USGS QUAD   -  TEXLINE NORTH (1970)
 GL1452
 GL1452                         *CURRENT SURVEY CONTROL
 GL1452  ___________________________________________________________________
 GL1452* NAD 83(1992)-  36 26 32.86857(N)    103 02 29.68484(W)     ADJUSTED  
 GL1452* NAVD 88     -      1459.5    (meters)    4788.     (feet)  VERTCON   
 GL1452  ___________________________________________________________________
 GL1452  LAPLACE CORR-          -6.22  (seconds)                    DEFLEC99
 GL1452  GEOID HEIGHT-         -22.59  (meters)                     GEOID03
 GL1452
 GL1452  HORZ ORDER  -  SECOND
 GL1452
 GL1452.The horizontal coordinates were established by classical geodetic methods
 GL1452.and adjusted by the National Geodetic Survey in December 1993..
 GL1452
 GL1452.The NAVD 88 height was computed by applying the VERTCON shift value to
 GL1452.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GL1452
 GL1452.The Laplace correction was computed from DEFLEC99 derived deflections.
 GL1452
 GL1452.The geoid height was determined by GEOID03.
 GL1452
 GL1452;                    North         East     Units Scale Factor Converg.
 GL1452;SPC NM E     -   604,386.133   280,807.631   MT  1.00007428   +0 46 02.7
 GL1452;SPC NM E     - 1,982,890.17    921,283.04   sFT  1.00007428   +0 46 02.7
 GL1452;SPC TX N     - 1,272,053.790    61,781.941   MT  1.00007075   -0 53 36.2
 GL1452;SPC TX N     - 4,173,396.48    202,696.25   sFT  1.00007075   -0 53 36.2
 GL1452;SPC OK N     -   171,780.197   148,208.028   MT  0.99995689   -2 58 31.0
 GL1452;SPC OK N     -   563,582.20    486,245.84   sFT  0.99995689   -2 58 31.0
 GL1452;UTM  13      - 4,034,808.285   675,526.720   MT  0.99997960   +1 09 49.1
 GL1452
 GL1452!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GL1452!SPC NM E     -   0.99977454  x   1.00007428  =   0.99984880
 GL1452!SPC TX N     -   0.99977454  x   1.00007075  =   0.99984528
 GL1452!SPC OK N     -   0.99977454  x   0.99995689  =   0.99973144
 GL1452!UTM  13      -   0.99977454  x   0.99997960  =   0.99975415
 GL1452
 GL1452                          SUPERSEDED SURVEY CONTROL
 GL1452
 GL1452  NAD 83(1986)-  36 26 32.87973(N)    103 02 29.67966(W) AD(       ) 2
 GL1452  NAD 27      -  36 26 32.78000(N)    103 02 27.94000(W) AD(       ) 2
 GL1452  NGVD 29 (07/19/86) 1458.8    (m)         4786.     (f) VERT ANG       
 GL1452
 GL1452.Superseded values are not recommended for survey control.
 GL1452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1452.See file dsdata.txt to determine how the superseded data were derived.
 GL1452
 GL1452_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA7552734808(NAD 83)
 GL1452_MARKER: U = CONCRETE POST
 GL1452_SETTING: 0 = UNSPECIFIED SETTING
 GL1452_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GL1452
 GL1452  HISTORY     - Date     Condition        Report By
 GL1452  HISTORY     - 1922     MONUMENTED       CGS
 GL1452
 GL1452                          STATION DESCRIPTION
 GL1452
 GL1452'DESCRIBED BY COAST AND GEODETIC SURVEY 1922 (CMD)
 GL1452'ON THE BOUNDARY BETWEEN NEW MEXICO AND TEXAS, 4 MILES SOUTH OF THE
 GL1452'NORTHWEST CORNER OF TEXAS, AND AT THE SUMMIT OF THE FIRST RISE
 GL1452'SOUTH OF THAT CORNER.  THE MARK IS A STONE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0665 ***********************************************************************
 CE0665  DESIGNATION -  BOUNDARY MON 1 MX US
 CE0665  PID         -  CE0665
 CE0665  STATE/COUNTY-  NM/DONA ANA
 CE0665  USGS QUAD   -  SMELTERTOWN (1994)
 CE0665
 CE0665                         *CURRENT SURVEY CONTROL
 CE0665  ___________________________________________________________________
 CE0665* NAD 83(1992)-  31 47 02.01228(N)    106 31 47.06128(W)     ADJUSTED  
 CE0665* NAVD 88     -      1136.     (meters)    3727.     (feet)  SCALED    
 CE0665  ___________________________________________________________________
 CE0665  LAPLACE CORR-           0.04  (seconds)                    DEFLEC99
 CE0665  GEOID HEIGHT-         -23.96  (meters)                     GEOID03
 CE0665
 CE0665  HORZ ORDER  -  THIRD
 CE0665
 CE0665.The horizontal coordinates were established by classical geodetic methods
 CE0665.and adjusted by the National Geodetic Survey in February 1996..
 CE0665
 CE0665.The orthometric height was scaled from a topographic map.
 CE0665
 CE0665.The Laplace correction was computed from DEFLEC99 derived deflections.
 CE0665
 CE0665.The geoid height was determined by GEOID03.
 CE0665
 CE0665;                    North         East     Units Scale Factor Converg.
 CE0665;SPC NM C     -    86,940.399   473,507.351   MT  0.99990865   -0 08 50.4
 CE0665;SPC NM C     -   285,236.96  1,553,498.70   sFT  0.99990865   -0 08 50.4
 CE0665;UTM  13      - 3,517,500.755   355,162.355   MT  0.99985873   -0 48 21.2
 CE0665
 CE0665!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CE0665!SPC NM C     -   0.99982550  x   0.99990865  =   0.99973416
 CE0665!UTM  13      -   0.99982550  x   0.99985873  =   0.99968425
 CE0665
 CE0665                          SUPERSEDED SURVEY CONTROL
 CE0665
 CE0665  NAD 83(1992)-  31 47 02.01228(N)    106 31 47.06118(W) AD(       ) 3
 CE0665  NAD 83(1986)-  31 47 02.01489(N)    106 31 47.06120(W) AD(       ) 3
 CE0665  NAD 27      -  31 47 01.62700(N)    106 31 45.10800(W) AD(       ) 3
 CE0665
 CE0665.Superseded values are not recommended for survey control.
 CE0665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0665.See file dsdata.txt to determine how the superseded data were derived.
 CE0665
 CE0665_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR5516217501(NAD 83)
 CE0665_MARKER: 70 = MONUMENT
 CE0665_SETTING: 0 = UNSPECIFIED SETTING
 CE0665_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CE0665+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2003
 CE0665
 CE0665  HISTORY     - Date     Condition        Report By
 CE0665  HISTORY     - 1893     FIRST OBSERVED   IBC
 CE0665  HISTORY     - 1954     GOOD             AMS
 CE0665  HISTORY     - 20030622 GOOD             NGS
 CE0665
 CE0665                          STATION DESCRIPTION
 CE0665
 CE0665'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1893
 CE0665'ON THE W BANK OF THE RIO GRANDE AND 172.6 METERS (566 FEET)
 CE0665'FROM THE CENTER OF THE CHANNEL.  IT IS A CUT STONE MONUMENT
 CE0665'12 FEET HIGH, 5 FEET SQUARE AT THE BASE, AND 2-1/2 FEET
 CE0665'SQUARE AT THE TOP, WITH A JACKET OF CONCRETE 4 FEET HIGH
 CE0665'AROUND THE BASE.
 CE0665
 CE0665                          STATION RECOVERY (1954)
 CE0665
 CE0665'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1954
 CE0665'THE MARK (A CUT STONE MONUMENT 12 FT. HIGH) WAS RECOVERED
 CE0665'AS DESCRIBED IN GOOD CONDITION WITH THE FOLLOWING ADDITIONS
 CE0665'AND CHANGES TO THE ORIGINAL DESCRIPTION--
 CE0665'
 CE0665'THERE IS NO JACKET OF CONCRETE 4 FT. HIGH AROUND THE BASE
 CE0665'OF THE MONUMENT.  IT IS OBELISK IN SHAPE, 4 FT. SQUARE AROUND
 CE0665'THE BASE AND TAPERS OFF AT THE TOP.  THIS MONUMENT IS ENCLOSED
 CE0665'IN A 12-FT. SQUARE FENCE AND IS IN THE EXACT CENTER OF THIS
 CE0665'FENCE.  CENTER OF MONUMENT IS 35 FT. S OF THE CENTERLINE OF
 CE0665'A LEVEE ROAD.
 CE0665
 CE0665                          STATION RECOVERY (2003)
 CE0665
 CE0665'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (DW)
 CE0665'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0905 ***********************************************************************
 CW0905  DESIGNATION -  BOUNDARY MON 12 NM TX
 CW0905  PID         -  CW0905
 CW0905  STATE/COUNTY-  NM/OTERO
 CW0905  USGS QUAD   -  BASSETT LAKE (1980)
 CW0905
 CW0905                         *CURRENT SURVEY CONTROL
 CW0905  ___________________________________________________________________
 CW0905* NAD 83(1992)-  32 00 05.77353(N)    105 45 51.85786(W)     ADJUSTED  
 CW0905* NAVD 88     -      1549.     (meters)    5082.     (feet)  SCALED    
 CW0905  ___________________________________________________________________
 CW0905  LAPLACE CORR-           0.44  (seconds)                    DEFLEC99
 CW0905  GEOID HEIGHT-         -22.54  (meters)                     GEOID03
 CW0905
 CW0905  HORZ ORDER  -  SECOND
 CW0905
 CW0905.The horizontal coordinates were established by classical geodetic methods
 CW0905.and adjusted by the National Geodetic Survey in December 1993..
 CW0905
 CW0905.The orthometric height was scaled from a topographic map.
 CW0905
 CW0905.The Laplace correction was computed from DEFLEC99 derived deflections.
 CW0905
 CW0905.The geoid height was determined by GEOID03.
 CW0905
 CW0905;                    North         East     Units Scale Factor Converg.
 CW0905;SPC NM C     -   111,147.875   545,880.256   MT  0.99992595   +0 15 26.4
 CW0905;SPC NM C     -   364,657.65  1,790,942.14   sFT  0.99992595   +0 15 26.4
 CW0905;SPC TX C     - 3,271,380.570   186,996.367   MT  1.00003391   -2 47 50.4
 CW0905;SPC TX C     -10,732,854.42    613,503.91   sFT  1.00003391   -2 47 50.4
 CW0905;UTM  13      - 3,540,868.707   427,798.177   MT  0.99966429   -0 24 18.4
 CW0905
 CW0905!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CW0905!SPC NM C     -   0.99976042  x   0.99992595  =   0.99968639
 CW0905!SPC TX C     -   0.99976042  x   1.00003391  =   0.99979433
 CW0905!UTM  13      -   0.99976042  x   0.99966429  =   0.99942480
 CW0905
 CW0905|---------------------------------------------------------------------|
 CW0905| PID    Reference Object                     Distance      Geod. Az  |
 CW0905|                                                           dddmmss.s |
 CW0905| CH8448 BOUNDARY MON 12 RM 1                 11.215 METERS 17842     |
 CW0905| CH8449 BOUNDARY MON 12 RM                    4.838 METERS 26536     |
 CW0905| CH8447 BOUNDARY MON 12 AZ MK                              2692356.3 |
 CW0905|---------------------------------------------------------------------|
 CW0905
 CW0905                          SUPERSEDED SURVEY CONTROL
 CW0905
 CW0905  NAD 83(1986)-  32 00 05.77623(N)    105 45 51.85496(W) AD(       ) 2
 CW0905  NAD 27      -  32 00 05.39300(N)    105 45 49.95600(W) AD(       ) 2
 CW0905
 CW0905.Superseded values are not recommended for survey control.
 CW0905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0905.See file dsdata.txt to determine how the superseded data were derived.
 CW0905
 CW0905_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDR2779840869(NAD 83)
 CW0905_MARKER: DD = SURVEY DISK
 CW0905_SETTING: 0 = UNSPECIFIED SETTING
 CW0905
 CW0905  HISTORY     - Date     Condition        Report By
 CW0905  HISTORY     - 1943     MONUMENTED       CGS
 CW0905
 CW0905                          STATION DESCRIPTION
 CW0905
 CW0905'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (EHB)
 CW0905'STATION IS A MONUMENT OF THE CLARK BOUNDARY SURVEY, 1859,
 CW0905'A BRASS 6-INCH DISK SET IN THE TOP OF AN 18-INCH CONCRETE
 CW0905'POST PROJECTING ABOUT 18 INCHES ABOVE THE GROUND.  STAMPED
 CW0905'MON. NO. 12.
 CW0905'
 CW0905'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET FLUSH WITH
 CW0905'THE GROUND IN A BURIED BOULDER.  STAMPED MON NO 12 NO 1 1943.
 CW0905'
 CW0905'REFERENCE MARK 2 IS 2 FEET S OF BOUNDARY FENCE.  IT IS A BRONZE
 CW0905'U.S. GEOLOGICAL SURVEY DISK RIVETED ON TOP OF A 4-INCH IRON
 CW0905'PIPE PROJECTING ABOUT 2-1/2 FEET ABOVE THE GROUND.  NO STAMPING
 CW0905'VISIBLE.
 CW0905'
 CW0905'AZIMUTH MARK IS 0.2 MILE W ALONG BOUNDARY FENCE FROM STATION.
 CW0905'IT IS A BRASS 6-INCH DISK SET IN THE TOP OF AN 18-INCH CONCRETE
 CW0905'POST AND IS A MONUMENT OF THE CLARK BOUNDARY SURVEY.  STAMPED
 CW0905'MON NO 12. 1943.
 CW0905'
 CW0905'TO REACH STATION FROM EL PASO, FOLLOW U.S. HIGHWAY 62 FOR
 CW0905'ABOUT 29 MILES TO THE POW WOW HIGHWAY CAMP.  TURN LEFT ON
 CW0905'GRAVELED ROAD AND PROCEED FOR ABOUT 7.1 MILES TO THE ENTRANCE
 CW0905'TO HELMS RANCH.  CONTINUE ALONG THE MAIN TRAVELED ROAD FOR
 CW0905'5.3 MILES TO CATTLEGUARD AND BOUNDARY FENCE, CROSS CATTLEGUARD
 CW0905'AND FOLLOW BOUNDARY FENCE TO A FENCE RUNNING N AND S.  PASS
 CW0905'THROUGH GATE IN BOUNDARY FENCE AND TRAVEL 2.0 MILES ALONG
 CW0905'BOUNDARY FENCE TO A ROAD LEADING S.  CONTINUE ALONG BOUNDARY
 CW0905'FENCE 1.6 MILES TO ANOTHER ROAD LEADING S.  CONTINUE
 CW0905'FOLLOWING ROAD PARALLELING BOUNDARY FENCE FOR 3.6 MILES TO
 CW0905'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0888 ***********************************************************************
 CW0888  DESIGNATION -  BOUNDARY MON 135 NM TX
 CW0888  PID         -  CW0888
 CW0888  STATE/COUNTY-  NM/OTERO
 CW0888  USGS QUAD   -  SHILOH HILLS SE (1970)
 CW0888
 CW0888                         *CURRENT SURVEY CONTROL
 CW0888  ___________________________________________________________________
 CW0888* NAD 83(1992)-  32 00 01.98627(N)    105 21 52.57306(W)     ADJUSTED  
 CW0888* NAVD 88     -      1312.50   (+/-2cm)    4306.1    (feet)  VERTCON   
 CW0888  ___________________________________________________________________
 CW0888  LAPLACE CORR-          -0.70  (seconds)                    DEFLEC99
 CW0888  GEOID HEIGHT-         -22.54  (meters)                     GEOID03
 CW0888
 CW0888  HORZ ORDER  -  FIRST
 CW0888  VERT ORDER  -  THIRD ? (See Below)
 CW0888
 CW0888.The horizontal coordinates were established by classical geodetic methods
 CW0888.and adjusted by the National Geodetic Survey in December 1993..
 CW0888
 CW0888.The NAVD 88 height was computed by applying the VERTCON shift value to
 CW0888.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CW0888.The vertical order pertains to the NGVD 29 superseded value.
 CW0888
 CW0888.The Laplace correction was computed from DEFLEC99 derived deflections.
 CW0888
 CW0888.The geoid height was determined by GEOID03.
 CW0888
 CW0888;                    North         East     Units Scale Factor Converg.
 CW0888;SPC NM C     -   111,270.746   583,656.489   MT  0.99998628   +0 28 09.2
 CW0888;SPC NM C     -   365,060.77  1,914,879.66   sFT  0.99998628   +0 28 09.2
 CW0888;SPC TX C     - 3,269,488.106   224,728.415   MT  1.00003359   -2 35 29.0
 CW0888;SPC TX C     -10,726,645.56    737,296.47   sFT  1.00003359   -2 35 29.0
 CW0888;UTM  13      - 3,540,554.917   465,561.342   MT  0.99961463   -0 11 35.6
 CW0888
 CW0888!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CW0888!SPC NM C     -   0.99979749  x   0.99998628  =   0.99978378
 CW0888!SPC TX C     -   0.99979749  x   1.00003359  =   0.99983108
 CW0888!UTM  13      -   0.99979749  x   0.99961463  =   0.99941220
 CW0888
 CW0888|---------------------------------------------------------------------|
 CW0888| PID    Reference Object                     Distance      Geod. Az  |
 CW0888|                                                           dddmmss.s |
 CW0888| CH7924 BOUNDARY MON 135 RM 1                25.246 METERS 25506     |
 CW0888| CH7926 BOUNDARY MON 135 AZ MK                             2605930.9 |
 CW0888| CH7925 BOUNDARY MON 135 RM 2                20.931 METERS 35333     |
 CW0888|---------------------------------------------------------------------|
 CW0888
 CW0888                          SUPERSEDED SURVEY CONTROL
 CW0888
 CW0888  NAD 83(1986)-  32 00 01.98846(N)    105 21 52.57316(W) AD(       ) 1
 CW0888  NAD 27      -  32 00 01.59200(N)    105 21 50.70200(W) AD(       ) 1
 CW0888  NGVD 29 (07/19/86) 1311.93   (m)         4304.2    (f) LEVELING    3  
 CW0888
 CW0888.Superseded values are not recommended for survey control.
 CW0888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0888.See file dsdata.txt to determine how the superseded data were derived.
 CW0888
 CW0888_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDR6556140555(NAD 83)
 CW0888_MARKER: P = PIPE CAP
 CW0888_SETTING: 0 = UNSPECIFIED SETTING
 CW0888
 CW0888  HISTORY     - Date     Condition        Report By
 CW0888  HISTORY     - 1934     MONUMENTED       USGLO
 CW0888  HISTORY     - 1943     GOOD             CGS
 CW0888
 CW0888                          STATION DESCRIPTION
 CW0888
 CW0888'DESCRIBED BY US GENERAL LAND OFFICE 1934 (WRP)
 CW0888'ABOUT 29 MILES AIRLINE NW OF POST OFFICE AT ABLES, TEXAS, 321
 CW0888'FEET N OF NEW MEXICO-TEXAS BOUNDARY FENCE, ABOUT 1 MILE W OF
 CW0888'THE CHASTIN RANCH-BENNETT RANCH ROAD, AND ON A LARGE, FLAT-TOPPED
 CW0888'MESA.
 CW0888'
 CW0888'STATION IS MARKED BY A BRONZE CAP ON A 3-INCH IRON PIPE
 CW0888'WHICH PROJECTS 10 INCHES ABOVE THE GROUND.  IT IS MARKED
 CW0888'CLARK BOUNDARY 1859, MILE CORNER NO. 135, NEW MEXICO-TEXAS
 CW0888'GENERAL LAND OFFICE REESTABLISHMENT 1911, UNITED STATES
 CW0888'BOUNDARY COMMISSION, AND THE CENTER IS PUNCHED FOR THE STATION
 CW0888'MARK.
 CW0888'
 CW0888'REFERENCE AND AZIMUTH MARKS ARE BRONZE DISKS SET IN CONCRETE,
 CW0888'PROJECTING 4 INCHES ABOVE THE GROUND
 CW0888'AND STAMPED BOUNDARY MONUMENT NO. 135.
 CW0888'
 CW0888'REFERENCE MARK 1 IS 25.25 METERS (82.8 FEET) FROM STATION.
 CW0888'
 CW0888'REFERENCE MARK 2 IS 20.93 METERS (68.7 FEET) FROM STATION.
 CW0888'
 CW0888'AZIMUTH MARK IS 10 FEET N OF THE BOUNDARY FENCE AND 0.4 MILE
 CW0888'FROM STATION.  THE BEARING
 CW0888'FROM STATION TO A LONE CONICAL PEAK TO THE SW IS S 56 DEG 40 MIN W,
 CW0888'AND TO A ROCK CAIRN ON A HIGH, ROUNDED MOUNTAIN TO THE W
 CW0888'BY N IS N 79 DEG 02 MIN W.
 CW0888
 CW0888                          STATION RECOVERY (1943)
 CW0888
 CW0888'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (EHB)
 CW0888'ALL MARKS RECOVERED IN GOOD CONDITION.  DUE TO CHANGES IN ROADS
 CW0888'AND FENCELINES A NEW DESCRIPTION IS NEEDED.
 CW0888'
 CW0888'STATION IS LOCATED ON A LARGE, FLAT-TOPPED MESA ABOUT 25 MILES
 CW0888'AIRLINE NW OF SALT FLAT SERVICE STATION, IN THE FENCELINE
 CW0888'OF THE TEXAS-NEW MEXICO BOUNDARY FENCE.
 CW0888'
 CW0888'STATION MARK IS A 3-INCH PIPE BOUNDARY MARK STAMPED MILE
 CW0888'CORNER 135 NEW MEXICO TEXAS.  IT PROJECTS ABOUT 8 INCHES ABOVE
 CW0888'GROUND.
 CW0888'
 CW0888'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN THE TOP
 CW0888'OF A CONCRETE POST WHICH PROJECTS ABOUT 4 INCHES ABOVE
 CW0888'GROUND.  IT IS STAMPED BDY. MON. NO. 135 NO. 1 1934.
 CW0888'
 CW0888'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN THE TOP OF A
 CW0888'CONCRETE POST WHICH PROJECTS ABOUT 4 INCHES ABOVE GROUND.
 CW0888'IT IS STAMPED BDY. MON. NO. 135 NO. 2 1934.
 CW0888'
 CW0888'AZIMUTH MARK IS ABOUT 0.4 MILE W OF THE STATION AND ABOUT
 CW0888'10 FEET N OF A FENCE POST WITH A 2- BY 4-INCH PIECE NAILED
 CW0888'ON ITS TOP.  IT IS A BRONZE REFERENCE DISK SET IN THE TOP
 CW0888'OF A CONCRETE POST WHICH PROJECTS ABOUT 2 INCHES ABOVE GROUND.
 CW0888'STAMPED AZIMUTH BDY. MON. NO. 135 1934.
 CW0888'
 CW0888'TO REACH FROM CORNUDAS SERVICE STATION, WHICH IS ON U.S. HIGHWAY
 CW0888'62 ABOUT 62 MILES E OF EL PASO, GO E ON HIGHWAY 62 FOR 5.5
 CW0888'MILES TO CROSS ROAD AND CATTLEGUARD.  TURN LEFT (N) ON BLADED
 CW0888'ROAD FOR 1.7 MILES TO CROSS ROAD.  KEEP STRAIGHT AHEAD 1.6
 CW0888'MILES TO GATE.  PASS THROUGH GATE AND CONTINUE 1.9 MILES TO
 CW0888'ANOTHER GATE.  PASS THROUGH GATE AND CONTINUE ON MAIN TRAVELED
 CW0888'ROAD 1.2 MILES.  TURN RIGHT 0.4 MILE TO RANCH BUILDINGS.
 CW0888'PASS BETWEEN HOUSE AND WINDMILL, THROUGH GATE, AND CONTINUE
 CW0888'0.8 MILE TO GATE.  PASS THROUGH GATE AND GO 4.1 MILES.  TAKE
 CW0888'ROAD LEFT 3.1 MILES TO TRACK ROAD RIGHT.  THENCE RIGHT 0.2
 CW0888'MILE TO WINDMILL AND LARGE TANK.  CONTINUE ON TRACK ROAD E
 CW0888'0.8 MILE TO GATE IN N-S FENCE.  KEEP ON MAIN TRAVELED ROAD
 CW0888'1.2 MILES AROUND SLOUGH AND BACK TO N-S FENCE.  GO N ALONG W
 CW0888'SIDE OF FENCE 1.1 MILES TO GATE.  CONTINUE ALONG FENCE
 CW0888'0.7 MILE TO ROAD GOING NW.  KEEP STRAIGHT AHEAD, ALONG
 CW0888'FENCE, 1.2 MILES TO GATE AND E-W FENCE.  THIS IS THE
 CW0888'TEXAS-NEW MEXICO BOUNDARY FENCE.  TURN RIGHT, THROUGH GATE,
 CW0888'AND FOLLOW BOUNDARY FENCE E 0.7 MILE TO STATION.
 CW0888'
 CW0888'A 10-FOOT WOOD STAND WAS USED FOR OBSERVATIONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0883 ***********************************************************************
 CW0883  DESIGNATION -  BOUNDARY MON 14 NM TX
 CW0883  PID         -  CW0883
 CW0883  STATE/COUNTY-  NM/OTERO
 CW0883  USGS QUAD   -  CULP DRAW (1969)
 CW0883
 CW0883                         *CURRENT SURVEY CONTROL
 CW0883  ___________________________________________________________________
 CW0883* NAD 83(1992)-  32 00 00.63773(N)    105 14 08.81344(W)     ADJUSTED  
 CW0883* NAVD 88     -      1218.35   (+/-2cm)    3997.2    (feet)  VERTCON   
 CW0883  ___________________________________________________________________
 CW0883  LAPLACE CORR-          -0.40  (seconds)                    DEFLEC99
 CW0883  GEOID HEIGHT-         -22.55  (meters)                     GEOID03
 CW0883
 CW0883  HORZ ORDER  -  SECOND
 CW0883  VERT ORDER  -  THIRD ? (See Below)
 CW0883
 CW0883.The horizontal coordinates were established by classical geodetic methods
 CW0883.and adjusted by the National Geodetic Survey in December 1993..
 CW0883
 CW0883.The NAVD 88 height was computed by applying the VERTCON shift value to
 CW0883.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CW0883.The vertical order pertains to the NGVD 29 superseded value.
 CW0883
 CW0883.The Laplace correction was computed from DEFLEC99 derived deflections.
 CW0883
 CW0883.The geoid height was determined by GEOID03.
 CW0883
 CW0883;                    North         East     Units Scale Factor Converg.
 CW0883;SPC NM C     -   111,336.150   595,829.135   MT  1.00001322   +0 32 15.0
 CW0883;SPC NM C     -   365,275.35  1,954,816.09   sFT  1.00001322   +0 32 15.0
 CW0883;SPC TX C     - 3,268,903.264   236,887.595   MT  1.00003348   -2 31 30.2
 CW0883;SPC TX C     -10,724,726.79    777,188.72   sFT  1.00003348   -2 31 30.2
 CW0883;UTM  13      - 3,540,479.612   477,729.191   MT  0.99960612   -0 07 29.8
 CW0883
 CW0883!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CW0883!SPC NM C     -   0.99981227  x   1.00001322  =   0.99982549
 CW0883!SPC TX C     -   0.99981227  x   1.00003348  =   0.99984575
 CW0883!UTM  13      -   0.99981227  x   0.99960612  =   0.99941847
 CW0883
 CW0883                          SUPERSEDED SURVEY CONTROL
 CW0883
 CW0883  NAD 83(1986)-  32 00 00.63961(N)    105 14 08.81307(W) AD(       ) 2
 CW0883  NAD 27      -  32 00 00.23700(N)    105 14 06.96200(W) AD(       ) 2
 CW0883  NGVD 29 (07/19/86) 1217.85   (m)         3995.6    (f) LEVELING    3  
 CW0883
 CW0883.Superseded values are not recommended for survey control.
 CW0883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0883.See file dsdata.txt to determine how the superseded data were derived.
 CW0883
 CW0883_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDR7772940480(NAD 83)
 CW0883_MARKER: DD = SURVEY DISK
 CW0883_SETTING: 0 = UNSPECIFIED SETTING
 CW0883_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CW0883
 CW0883  HISTORY     - Date     Condition        Report By
 CW0883  HISTORY     - 1934     MONUMENTED       CGS
 CW0883
 CW0883                          STATION DESCRIPTION
 CW0883
 CW0883'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 CW0883'ABOUT 22 MILES NORTHWEST OF ABLES, TEX., ABOUT 250 YARDS
 CW0883'WEST OF THE HIGHEST POINT OF A PROMINENT HILL KNOWN AS HENRY
 CW0883'HILL.  THE MARK, REESTABLISHED IN 1911, CONSISTS OF A BRASS DISK
 CW0883'SET IN TOP OF A CONCRETE POST WHICH PROJECTS ABOUT 18 INCHES ABOVE
 CW0883'THE GROUND.  STATION HENRY MAY BE USED AS AN AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0881 ***********************************************************************
 CW0881  DESIGNATION -  BOUNDARY MON 15 NM TX
 CW0881  PID         -  CW0881
 CW0881  STATE/COUNTY-  NM/OTERO
 CW0881  USGS QUAD   -  CULP DRAW (1969)
 CW0881
 CW0881                         *CURRENT SURVEY CONTROL
 CW0881  ___________________________________________________________________
 CW0881* NAD 83(1992)-  32 00 00.82773(N)    105 08 47.70347(W)     ADJUSTED  
 CW0881* NAVD 88     -      1123.61   (+/-2cm)    3686.4    (feet)  VERTCON   
 CW0881  ___________________________________________________________________
 CW0881  LAPLACE CORR-          -0.82  (seconds)                    DEFLEC99
 CW0881  GEOID HEIGHT-         -22.59  (meters)                     GEOID03
 CW0881
 CW0881  HORZ ORDER  -  SECOND
 CW0881  VERT ORDER  -  THIRD ? (See Below)
 CW0881
 CW0881.The horizontal coordinates were established by classical geodetic methods
 CW0881.and adjusted by the National Geodetic Survey in December 1993..
 CW0881
 CW0881.The NAVD 88 height was computed by applying the VERTCON shift value to
 CW0881.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CW0881.The vertical order pertains to the NGVD 29 superseded value.
 CW0881
 CW0881.The Laplace correction was computed from DEFLEC99 derived deflections.
 CW0881
 CW0881.The geoid height was determined by GEOID03.
 CW0881
 CW0881;                    North         East     Units Scale Factor Converg.
 CW0881;SPC NM C     -   111,424.549   604,257.377   MT  1.00003401   +0 35 05.2
 CW0881;SPC NM C     -   365,565.37  1,982,467.74   sFT  1.00003401   +0 35 05.2
 CW0881;SPC TX C     - 3,268,541.147   245,308.603   MT  1.00003349   -2 28 44.8
 CW0881;SPC TX C     -10,723,538.75    804,816.64   sFT  1.00003349   -2 28 44.8
 CW0881;UTM  13      - 3,540,470.564   486,154.358   MT  0.99960236   -0 04 39.6
 CW0881
 CW0881!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CW0881!SPC NM C     -   0.99982715  x   1.00003401  =   0.99986115
 CW0881!SPC TX C     -   0.99982715  x   1.00003349  =   0.99986063
 CW0881!UTM  13      -   0.99982715  x   0.99960236  =   0.99942958
 CW0881
 CW0881|---------------------------------------------------------------------|
 CW0881| PID    Reference Object                     Distance      Geod. Az  |
 CW0881|                                                           dddmmss.s |
 CW0881| CH7928 BOUNDARY MON 15 RM 1                 16.950 METERS 00628     |
 CW0881| CH7927 BOUNDARY MON 15 AZ MK                              0902236.5 |
 CW0881| CD1004 EL PASO FORT WORTH AWY BCN 8 A      APPROX.28.9 KM 1674110.6 |
 CW0881| CH7929 BOUNDARY MON 15 RM 2                 18.280 METERS 27120     |
 CW0881|---------------------------------------------------------------------|
 CW0881
 CW0881                          SUPERSEDED SURVEY CONTROL
 CW0881
 CW0881  NAD 83(1986)-  32 00 00.82943(N)    105 08 47.70268(W) AD(       ) 2
 CW0881  NAD 27      -  32 00 00.42300(N)    105 08 45.86500(W) AD(       ) 2
 CW0881  NGVD 29 (07/19/86) 1123.12   (m)         3684.8    (f) LEVELING    3  
 CW0881
 CW0881.Superseded values are not recommended for survey control.
 CW0881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0881.See file dsdata.txt to determine how the superseded data were derived.
 CW0881
 CW0881_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDR8615440471(NAD 83)
 CW0881_MARKER: DS = TRIANGULATION STATION DISK
 CW0881_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CW0881_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CW0881_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CW0881+SATELLITE: SATELLITE OBSERVATIONS - November 25, 2002
 CW0881
 CW0881  HISTORY     - Date     Condition        Report By
 CW0881  HISTORY     - 1934     MONUMENTED       USGLO
 CW0881  HISTORY     - 20021125 GOOD             INDIV
 CW0881
 CW0881                          STATION DESCRIPTION
 CW0881
 CW0881'DESCRIBED BY US GENERAL LAND OFFICE 1934 (WRP)
 CW0881'ABOUT 18 MILES AIR LINE NORTH-NORTHWEST OF ABLES, TEX., 25
 CW0881'FEET NORTH OF TEXAS-NEW MEXICO BOUNDARY FENCE, 0.75 MILE
 CW0881'WEST OF TWIN WINDMILLS JUST SOUTH OF BOUNDARY FENCE, AND 0.35
 CW0881'MILE WEST OF A NORTH-AND-SOUTH FENCE ON A LOW RIDGE.  IT IS
 CW0881'MARKED BY A 6-INCH BRONZE TABLET SET IN CYLINDRICAL CONCRETE
 CW0881'POST THAT PROJECTS 16 INCHES ABOVE THE GROUND.  THE TABLET
 CW0881'IS STAMPED CLARK BOUNDARY 1859, CLARK MONUMENT NO. 15, NEW
 CW0881'MEXICO-TEXAS, GENERAL LAND OFFICE REESTABLISHMENT 1911,
 CW0881'UNITED STATES BOUNDARY COMMISSION, AND THE CENTER IS PUNCHED
 CW0881'FOR THE STATION MARK.  REFERENCE AND AZIMUTH MARKS ARE STANDARD
 CW0881'REFERENCE DISKS IN CONCRETE,
 CW0881'PROJECTING 4 INCHES ABOVE GROUND.  NO. 1 IS 16.95 METERS
 CW0881'(55.6 FEET) FROM STATION N 06 DEG 28 MIN E, AND
 CW0881'NO. 2 IS ON A LOW HILL 18.28 METERS (60.0 FEET) FROM STATION
 CW0881'N 88 DEG 40 MIN W.  AZIMUTH MARK IS 28 FEET NORTH OF
 CW0881'BOUNDARY FENCE, AND 0.5 MILE FROM STATION S 89 DEG 37 MIN E.
 CW0881'NEW MEXICO-TEXAS CLARK BOUNDARY MILE CORNER
 CW0881'NO. 122, MARKED BY AN IRON PIPE PROJECTING 16 INCHES
 CW0881'ABOVE GROUND WITH A 4-INCH BRASS CAP STAMPED CLARK BOUNDARY
 CW0881'1859, MILE CORNER NO. 122, NEW MEXICO-TEXAS, GENERAL LAND
 CW0881'OFFICE REESTABLISHMENT 1911, UNITED STATES BOUNDARY
 CW0881'COMMISSION, IS APPROXIMATELY 0.3 MILE FROM STATION
 CW0881'N 89 DEG 47 MIN E.  THE FOLLOWING BEARINGS ARE
 CW0881'FROM STATION--WINDMILL TOWER AT A RANCH TO NORTH,
 CW0881'N 20 DEG 32 MIN E.  LONE PROMINENT CONE, S 74 DEG 08 MIN W.  SIGNAL
 CW0881'PEAK IN THE GUADALUPE MOUNTAINS, S 66 DEG 02 MIN E.  HURT
 CW0881'RANCH, EAST WINDMILL TOWER, S DEG 38 MIN W.  AND SOUTHERN
 CW0881'OF TWO WINDMILL TOWERS, DISTANT APPROXIMATELY 3/4 MILE,
 CW0881'S 88 DEG 12 MIN E.
 CW0881
 CW0881                          STATION RECOVERY (2002)
 CW0881
 CW0881'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (RR)
 CW0881'DIRECTIONS FROM DELL CITY, TX POST OFFICE, NORTH ON FR 1437 FOR 4.2
 CW0881'MILES, RIGHT AT Y IN ROAD THEN 3.2 MILES EAST. MARKER IN APPROX 75 FT.
 CW0881'NORTH OF ROAD.
 CW0881'NOTE, ABLES, TEXAS HAS NOT BEEN ON MAPS FOR ABOUT 50 YEARS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0669 ***********************************************************************
 CE0669  DESIGNATION -  BOUNDARY MON 2 MX US
 CE0669  PID         -  CE0669
 CE0669  STATE/COUNTY-  NM/DONA ANA
 CE0669  USGS QUAD   -  SMELTERTOWN (1994)
 CE0669
 CE0669                         *CURRENT SURVEY CONTROL
 CE0669  ___________________________________________________________________
 CE0669* NAD 83(1992)-  31 47 02.01102(N)    106 32 14.11995(W)     ADJUSTED  
 CE0669* NAVD 88     -      1308.14   (+/-2cm)    4291.8    (feet)  VERTCON   
 CE0669  ___________________________________________________________________
 CE0669  LAPLACE CORR-           0.21  (seconds)                    DEFLEC99
 CE0669  GEOID HEIGHT-         -23.96  (meters)                     GEOID03
 CE0669
 CE0669  HORZ ORDER  -  SECOND
 CE0669  VERT ORDER  -  THIRD ? (See Below)
 CE0669
 CE0669.The horizontal coordinates were established by classical geodetic methods
 CE0669.and adjusted by the National Geodetic Survey in December 1993..
 CE0669
 CE0669.The NAVD 88 height was computed by applying the VERTCON shift value to
 CE0669.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CE0669.The vertical order pertains to the NGVD 29 superseded value.
 CE0669
 CE0669.The Laplace correction was computed from DEFLEC99 derived deflections.
 CE0669
 CE0669.The geoid height was determined by GEOID03.
 CE0669
 CE0669;                    North         East     Units Scale Factor Converg.
 CE0669;SPC NM C     -    86,942.215   472,795.519   MT  0.99990912   -0 09 04.7
 CE0669;SPC NM C     -   285,242.92  1,551,163.30   sFT  0.99990912   -0 09 04.7
 CE0669;SPC TX C     - 3,251,094.528   112,720.423   MT  0.99997480   -3 11 43.4
 CE0669;SPC TX C     -10,666,299.30    369,816.92   sFT  0.99997480   -3 11 43.4
 CE0669;UTM  13      - 3,517,510.752   354,450.626   MT  0.99986127   -0 48 35.4
 CE0669
 CE0669!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CE0669!SPC NM C     -   0.99979840  x   0.99990912  =   0.99970754
 CE0669!SPC TX C     -   0.99979840  x   0.99997480  =   0.99977320
 CE0669!UTM  13      -   0.99979840  x   0.99986127  =   0.99965970
 CE0669
 CE0669:                Primary Azimuth Mark                     Grid Az
 CE0669:SPC NM C     -  EL PASO COURTHOUSE DOME CENTER           119 29 29.2
 CE0669:SPC TX C     -  EL PASO COURTHOUSE DOME CENTER           122 32 07.9
 CE0669:UTM  13      -  EL PASO COURTHOUSE DOME CENTER           120 08 59.9
 CE0669
 CE0669|---------------------------------------------------------------------|
 CE0669| PID    Reference Object                     Distance      Geod. Az  |
 CE0669|                                                           dddmmss.s |
 CE0669| CE0551 EL PASO COURTHOUSE DOME CENTER      APPROX. 5.8 KM 1192024.5 |
 CE0669| CE0516 SILO                                APPROX. 7.0 KM 1222426.5 |
 CE0669| CE0514 JUAREZ CATHEDRAL CROSS ON TOP       APPROX. 6.9 KM 1363102.8 |
 CE0669| CE0515 JUAREZ WATER TANK                   APPROX. 6.9 KM 1370313.8 |
 CE0669|---------------------------------------------------------------------|
 CE0669
 CE0669                          SUPERSEDED SURVEY CONTROL
 CE0669
 CE0669  NAD 83(1986)-  31 47 02.01367(N)    106 32 14.11997(W) AD(       ) 2
 CE0669  NAD 27      -  31 47 01.62500(N)    106 32 12.16200(W) AD(       ) 2
 CE0669  NGVD 29 (07/19/86) 1307.64   (m)         4290.1    (f) LEVELING    3  
 CE0669
 CE0669.Superseded values are not recommended for survey control.
 CE0669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0669.See file dsdata.txt to determine how the superseded data were derived.
 CE0669
 CE0669_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR5445117511(NAD 83)
 CE0669_MARKER: V = STONE MONUMENT
 CE0669_SETTING: 0 = UNSPECIFIED SETTING
 CE0669_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CE0669
 CE0669  HISTORY     - Date     Condition        Report By
 CE0669  HISTORY     - 1893     MONUMENTED       IBWC
 CE0669  HISTORY     - 1981     GOOD             NGS
 CE0669
 CE0669                          STATION DESCRIPTION
 CE0669
 CE0669'DESCRIBED BY INT BDRY WTR COMM 1893
 CE0669'BOUNDARY MONUMENT IS NNW OF THE STATION.  MARK IS AN OBELISK
 CE0669'OF CONCRETE, 4 FEET SQUARE AT BOTTOM AND 12 FEET HIGH.  THIS
 CE0669'MARK WAS ESTABLISHED BY THE UNITED STATES AND MEXICO BOUNDARY
 CE0669'COMMISSIONS 1885 AND 1893.
 CE0669'
 CE0669'TO REACH STATION FROM SOUTHERN PACIFIC RAILROAD STATION IN
 CE0669'EL PASO GO TO LEFT AROUND STATION AND FOLLOW STATE HIGHWAY
 CE0669'NO. 1 FOR 2.9 MILES TO SOUTHERN PACIFIC RAILROAD BRIDGE AHEAD,
 CE0669'A.S. AND R. COMPANY SMELTER ON THE RIGHT, AND WOODEN BRIDGE
 CE0669'OVER RIO GRANDE RIVER ON LEFT, TURN LEFT CROSSING BRIDGE
 CE0669'TO THE EL PASO BRICK COMPANY.  THENCE TURN LEFT FOR 0.2 MILE
 CE0669'TO S END OF BRICK SHEDS.  FROM THIS POINT PACK WESTERLY UP
 CE0669'TO HIGHEST POINT OF RIDGE AND STATION.  A 30-MINUTE PACK.
 CE0669
 CE0669                          STATION RECOVERY (1981)
 CE0669
 CE0669'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (DCF)
 CE0669'THE STATION WAS RECOVERED AS DESCRIBED.  THE OLD TO REACH
 CE0669'IS INADEQUATE.  A NEW AND COMPLETE TO REACH FOLLOWS.
 CE0669'THE STATION IS LOCATED ABOUT 24.1 KM (15 MI) SOUTH OF THE
 CE0669'TEXAS-NEW MEXICO STATE LINE, 12.9 KM (8 MI) WEST OF THE
 CE0669'INTERNATIONAL AIRPORT, 0.4 KM (1/4 MI) WEST OF THE RIO GRANDE
 CE0669'AND ON A SMALL HILL.
 CE0669'OWNERSHIP--INTERNATIONAL BOUNDARY AND WATER
 CE0669'COMMISSION, PERMISSION BY MR. FRANK WALKER, 4110 RIO BRAVO,
 CE0669'EL PASO, TX 79902, TELEPHONE NUMBER 915-543-7380.
 CE0669'
 CE0669'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE
 CE0669'HIGHWAY 10 AND EXECUTIVE BOULEVARD ON THE WEST SIDE OF
 CE0669'EL PASO, GO SOUTHWESTERLY ON EXECUTIVE BOULEVARD FOR 0.8 KM
 CE0669'(0.5 MI) TO THE END OF THE ROAD, AT A T-ROAD.  TURN LEFT
 CE0669'AND GO SOUTH FOR 0.15 KM (0.1 MI) TO A STOP SIGN.  CONTINUE
 CE0669'AHEAD ACROSS A 4-LANE PAVED ROAD, TO A BRIDGE ACROSS THE
 CE0669'RIO GRANDE.  CROSS THE BRIDGE TO THE OTHER SIDE OF THE
 CE0669'RIVER TO A FORK, KEEP LEFT AND GO SOUTHWEST TO THE ENTRANCE
 CE0669'TO A BRICKYARD, FROM HERE GO WEST TO A LARGE BUILDING ON
 CE0669'THE LEFT.  CONTINUE AHEAD RIGHT THEN LEFT FOLLOWING A TRACK
 CE0669'ROAD AROUND THE LARGE BUILDING.  FROM HERE TURN LEFT AND GO
 CE0669'UPHILL FOR 0.15 KM (0.1 MI) TO A T-ROAD.  TURN SHARP RIGHT
 CE0669'AND GO UPHILL FOLLOWING A WINDING ROAD FOR 1.1 KM (0.7 MI)
 CE0669'TO END OF TRUCK TRAVEL.  PACK NORTHWEST AROUND THE HILL TO
 CE0669'THE SOUTHWEST AND UP A DRAW TO A POINT WHERE THE MONUMENT
 CE0669'IS VISIBLE TO THE SOUTH AND UPHILL.  TURN LEFT AND GO UPHILL
 CE0669'TO THE STATION, ABOUT A 10 MINUTE PACK.
 CE0669'
 CE0669'THE STATION IS AN INTERNATIONAL BOUNDARY MONUMENT, WHITE
 CE0669'IN COLOR, AN OBELISK IN SHAPE, WITH THE NUMBER 2 ON THE
 CE0669'EAST AND WEST SIDES.  IT IS 12 FEET HIGH
 CE0669'AND 4 FEET ACROSS AT THE BASE.
 CE0669'
 CE0669'A PRECISE TRAVERSE WAS MADE TO STATION US MEX BDRY 2 ECC 1909.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0666 ***********************************************************************
 CE0666  DESIGNATION -  BOUNDARY MON 3 MX US
 CE0666  PID         -  CE0666
 CE0666  STATE/COUNTY-  NM/DONA ANA
 CE0666  USGS QUAD   -  SMELTERTOWN (1994)
 CE0666
 CE0666                         *CURRENT SURVEY CONTROL
 CE0666  ___________________________________________________________________
 CE0666* NAD 83(1992)-  31 47 02.01411(N)    106 34 56.12587(W)     ADJUSTED  
 CE0666* NAVD 88     -      1262.     (meters)    4140.     (feet)  VERTCON   
 CE0666  ___________________________________________________________________
 CE0666  LAPLACE CORR-           1.06  (seconds)                    DEFLEC99
 CE0666  GEOID HEIGHT-         -24.00  (meters)                     GEOID03
 CE0666
 CE0666  HORZ ORDER  -  SECOND
 CE0666
 CE0666.The horizontal coordinates were established by classical geodetic methods
 CE0666.and adjusted by the National Geodetic Survey in December 1993..
 CE0666
 CE0666.The NAVD 88 height was computed by applying the VERTCON shift value to
 CE0666.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CE0666
 CE0666.The Laplace correction was computed from DEFLEC99 derived deflections.
 CE0666
 CE0666.The geoid height was determined by GEOID03.
 CE0666
 CE0666;                    North         East     Units Scale Factor Converg.
 CE0666;SPC NM C     -    86,954.447   468,533.627   MT  0.99991221   -0 10 30.0
 CE0666;SPC NM C     -   285,283.05  1,537,180.74   sFT  0.99991221   -0 10 30.0
 CE0666;UTM  13      - 3,517,571.964   350,189.334   MT  0.99987680   -0 50 00.8
 CE0666
 CE0666!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CE0666!SPC NM C     -   0.99980572  x   0.99991221  =   0.99971795
 CE0666!UTM  13      -   0.99980572  x   0.99987680  =   0.99968255
 CE0666
 CE0666:                Primary Azimuth Mark                     Grid Az
 CE0666:SPC NM C     -  EL PASO B                                084 01 12.2
 CE0666:UTM  13      -  EL PASO B                                084 40 43.0
 CE0666
 CE0666|---------------------------------------------------------------------|
 CE0666| PID    Reference Object                     Distance      Geod. Az  |
 CE0666|                                                           dddmmss.s |
 CE0666| CE0694 EL PASO B                           APPROX. 3.5 KM 0835042.2 |
 CE0666|---------------------------------------------------------------------|
 CE0666
 CE0666                          SUPERSEDED SURVEY CONTROL
 CE0666
 CE0666  NAD 83(1986)-  31 47 02.01692(N)    106 34 56.12642(W) AD(       ) 2
 CE0666  NAD 27      -  31 47 01.62900(N)    106 34 54.18200(W) AD(       ) 2
 CE0666  NGVD 29 (07/19/86) 1261.     (m)         4137.     (f) VERT ANG       
 CE0666
 CE0666.Superseded values are not recommended for survey control.
 CE0666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0666.See file dsdata.txt to determine how the superseded data were derived.
 CE0666
 CE0666_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR5018917572(NAD 83)
 CE0666_MARKER: 70 = MONUMENT
 CE0666_SETTING: 0 = UNSPECIFIED SETTING
 CE0666_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CE0666+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2003
 CE0666
 CE0666  HISTORY     - Date     Condition        Report By
 CE0666  HISTORY     - 1909     FIRST OBSERVED   IBC
 CE0666  HISTORY     - 1954     GOOD             AMS
 CE0666  HISTORY     - 1981     GOOD             NGS
 CE0666  HISTORY     - 20030622 GOOD             NGS
 CE0666
 CE0666                          STATION DESCRIPTION
 CE0666
 CE0666'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1909 (JSH)
 CE0666'ON BOUNDARY LINE BETWEEN UNITED STATES AND MEXICO, ABOUT 5
 CE0666'MILES W OF EL PASO, AND ABOUT 0.5 MILE SSW OF ANAPRA SIDING
 CE0666'ON E RIM OF MESA.
 CE0666'
 CE0666'MARK IS CONCRETE OBELISK 12 FEET HIGH ON BASE 4 FEET SQUARE.
 CE0666
 CE0666                          STATION RECOVERY (1954)
 CE0666
 CE0666'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1954
 CE0666'THE MARK (A CONCRETE OBELISK 12 FT. HIGH) WAS RECOVERED AS
 CE0666'DESCRIBED AND IN GOOD CONDITION.  THE NE CORNER OF THE MONUMENT
 CE0666'IS 12.8 FT. W-SW OF THE E EDGE OF MESA.  A ENE-WSW FENCE
 CE0666'COMES TO THE E AND W SIDES OF THE MONUMENT.  THE TOP OF THE
 CE0666'MASONRY BASE PROJECTS 0.2 FT ABOVE THE GROUND.
 CE0666
 CE0666                          STATION RECOVERY (1981)
 CE0666
 CE0666'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (DCF)
 CE0666'THE BOUNDARY MONUMENT WAS FOUND TO BE IN GOOD CONDITION.
 CE0666'THE OLD INFORMATION WAS FOUND TO BE INADEQUATE.  A NEW
 CE0666'DESCRIPTION FOLLOWS.
 CE0666'THE STATION IS LOCATED ABOUT 8 KM (5 MI) NORTHWEST OF THE
 CE0666'CENTER OF EL PASO, TEXAS.
 CE0666'OWNERSHIP--INTERNATIONAL BOUNDARY AND WATER COMMISSION,
 CE0666'PERMISSION BY MR. FRANK WALKER, 4110 RIO BRAVO, EL PASO,
 CE0666'TX 79902, TELEPHONE NUMBER 915-543-7380.
 CE0666'
 CE0666'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE
 CE0666'HIGHWAY 10 AND EXECUTIVE CENTER BOULEVARD, GO SOUTH ON
 CE0666'EXECUTIVE CENTER BOULEVARD FOR 0.6 KM (0.4 MI) TO THE
 CE0666'JUNCTION OF U.S. HIGHWAY 85 (PAISANO STREET).  TURN RIGHT
 CE0666'AND FOLLOW PAISANO STREET FOR 1.7 KM (1.1 MI) TO THE ANAPRA
 CE0666'EXIT, STATE ROUTE 273.  TAKE THIS EXIT CROSS RIVER AND GO
 CE0666'WEST ON STATE ROUTE 273 FOR 3.7 KM (2.3 MI) TO SAN MARTIN
 CE0666'DE PORRAS CHURCH ON THE LEFT.  CONTINUE AHEAD ON ROUTE 273
 CE0666'FOR 0.9 KM (0.5 MI) TO A FORK.  TAKE THE LEFT FORK, THEN
 CE0666'A RIGHT FORK, AND GO WEST ON MEADOW VISTA STREET FOR 0.9 KM
 CE0666'(0.5 MI) TO A DIRT SIDE ROAD LEFT ABOUT 100 FEET BEFORE
 CE0666'REACHING THE END OF THE PAVED STREET.  TURN LEFT AND GO 0.1 KM
 CE0666'(0.1 MI) TO A T-ROAD JUNCTION.  TURN RIGHT AND GO 0.7 KM
 CE0666'(0.5 MI) TO A RAILROAD CROSSING, CONTINUE AHEAD, SOUTHERLY
 CE0666'ON THE MAIN ROAD FOR 1.1 KM (0.7 MI) TO THE TOP OF THE MESA
 CE0666'AND A T-ROAD JUNCTION.  BEAR LEFT AND FOLLOW THE TRACK ROAD
 CE0666'SOUTH, EAST AND NORTH ALONG THE RIM OF THE MESA FOR 1.5 KM
 CE0666'(0.9 MI) TO A GAP IN THE FENCE LINE.  BEAR LEFT PASSING
 CE0666'THROUGH THE GAP, THEN TURN RIGHT AND GO EASTERLY ALONG
 CE0666'THE FENCE FOR 0.6 KM (0.4 MI) TO
 CE0666'THE STATION.
 CE0666'
 CE0666'THE STATION IS A CONCRETE OBELISK 12 FEET HIGH AND ON A
 CE0666'4-FOOT BASE.
 CE0666'IT IS LOCATED
 CE0666'3.9 METERS (12.8 FT) WEST-SOUTHWEST FROM THE NORTHEAST EDGE OF
 CE0666'THE MESA AND
 CE0666'3.7 METERS (12.0 FT) SOUTHEAST FROM THE CENTER OF A DIRT ROAD.
 CE0666'
 CE0666'A PRECISE TRAVERSE WAS MADE TO STATION IBC 3 ECC.
 CE0666
 CE0666                          STATION RECOVERY (2003)
 CE0666
 CE0666'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (DW)
 CE0666'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0731 ***********************************************************************
 CE0731  DESIGNATION -  BOUNDARY MON 31 MX US
 CE0731  PID         -  CE0731
 CE0731  STATE/COUNTY-  NM/LUNA
 CE0731  USGS QUAD   -  HERMANAS (1964)
 CE0731
 CE0731                         *CURRENT SURVEY CONTROL
 CE0731  ___________________________________________________________________
 CE0731* NAD 83(1992)-  31 47 01.24005(N)    107 55 46.32128(W)     ADJUSTED  
 CE0731* NAVD 88     -      1438.3    (meters)    4719.     (feet)  VERTCON   
 CE0731  ___________________________________________________________________
 CE0731  LAPLACE CORR-          -0.89  (seconds)                    DEFLEC99
 CE0731  GEOID HEIGHT-         -25.02  (meters)                     GEOID03
 CE0731
 CE0731  HORZ ORDER  -  SECOND
 CE0731
 CE0731.The horizontal coordinates were established by classical geodetic methods
 CE0731.and adjusted by the National Geodetic Survey in December 1993..
 CE0731
 CE0731.The NAVD 88 height was computed by applying the VERTCON shift value to
 CE0731.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CE0731
 CE0731.The Laplace correction was computed from DEFLEC99 derived deflections.
 CE0731
 CE0731.The geoid height was determined by GEOID03.
 CE0731
 CE0731;                    North         East     Units Scale Factor Converg.
 CE0731;SPC NM W     -    86,888.028   820,889.206   MT  0.99991769   -0 03 02.4
 CE0731;SPC NM W     -   285,065.14  2,693,200.67   sFT  0.99991769   -0 03 02.4
 CE0731;UTM  13      - 3,520,195.903   222,587.986   MT  1.00054924   -1 32 38.4
 CE0731;UTM  12      - 3,520,564.452   790,763.216   MT  1.00064282   +1 37 06.2
 CE0731
 CE0731!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CE0731!SPC NM W     -   0.99977814  x   0.99991769  =   0.99969584
 CE0731!UTM  13      -   0.99977814  x   1.00054924  =   1.00032725
 CE0731!UTM  12      -   0.99977814  x   1.00064282  =   1.00042081
 CE0731
 CE0731                          SUPERSEDED SURVEY CONTROL
 CE0731
 CE0731  NAD 83(1986)-  31 47 01.23988(N)    107 55 46.31673(W) AD(       ) 2
 CE0731  NAD 27      -  31 47 00.87224(N)    107 55 44.21594(W) AD(       ) 2
 CE0731  NGVD 29 (07/19/86) 1437.6    (m)         4717.     (f) VERT ANG       
 CE0731
 CE0731.Superseded values are not recommended for survey control.
 CE0731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0731.See file dsdata.txt to determine how the superseded data were derived.
 CE0731
 CE0731_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RBR2258820196(NAD 83)
 CE0731_MARKER: 70 = MONUMENT
 CE0731
 CE0731  HISTORY     - Date     Condition        Report By
 CE0731  HISTORY     - 1909     FIRST OBSERVED   CGS
 CE0731
 CE0731                          STATION DESCRIPTION
 CE0731
 CE0731'DESCRIBED BY COAST AND GEODETIC SURVEY 1909 (JSH)
 CE0731'THE STATION IS AN IRON MONUMENT ABOUT 4 MILES SOUTHEAST OF THE
 CE0731'TOWN OF HERMANAS AND ON THE FIRST RIDGE OF THE SIERRA CARRIZALILLO
 CE0731'IN A COMMANDING POSITION OVERLOOKING THE VALLEY TO THE EAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0729 ***********************************************************************
 CE0729  DESIGNATION -  BOUNDARY MON 32 MX US
 CE0729  PID         -  CE0729
 CE0729  STATE/COUNTY-  NM/LUNA
 CE0729  USGS QUAD   -  HERMANAS (1964)
 CE0729
 CE0729                         *CURRENT SURVEY CONTROL
 CE0729  ___________________________________________________________________
 CE0729* NAD 83(1992)-  31 47 01.25060(N)    107 57 18.97483(W)     ADJUSTED  
 CE0729* NAVD 88     -      1495.7    (meters)    4907.     (feet)  VERTCON   
 CE0729  ___________________________________________________________________
 CE0729  LAPLACE CORR-          -0.10  (seconds)                    DEFLEC99
 CE0729  GEOID HEIGHT-         -25.02  (meters)                     GEOID03
 CE0729
 CE0729  HORZ ORDER  -  SECOND
 CE0729
 CE0729.The horizontal coordinates were established by classical geodetic methods
 CE0729.and adjusted by the National Geodetic Survey in December 1993..
 CE0729
 CE0729.The NAVD 88 height was computed by applying the VERTCON shift value to
 CE0729.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CE0729
 CE0729.The Laplace correction was computed from DEFLEC99 derived deflections.
 CE0729
 CE0729.The geoid height was determined by GEOID03.
 CE0729
 CE0729;                    North         East     Units Scale Factor Converg.
 CE0729;SPC NM W     -    86,890.797   818,451.736   MT  0.99991831   -0 03 51.2
 CE0729;SPC NM W     -   285,074.22  2,685,203.74   sFT  0.99991831   -0 03 51.2
 CE0729;UTM  13      - 3,520,262.236   220,149.857   MT  1.00056600   -1 33 27.3
 CE0729;UTM  12      - 3,520,496.176   788,324.955   MT  1.00062540   +1 36 17.3
 CE0729
 CE0729!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CE0729!SPC NM W     -   0.99976912  x   0.99991831  =   0.99968745
 CE0729!UTM  13      -   0.99976912  x   1.00056600  =   1.00033499
 CE0729!UTM  12      -   0.99976912  x   1.00062540  =   1.00039438
 CE0729
 CE0729                          SUPERSEDED SURVEY CONTROL
 CE0729
 CE0729  NAD 83(1986)-  31 47 01.25009(N)    107 57 18.97075(W) AD(       ) 2
 CE0729  NAD 27      -  31 47 00.88110(N)    107 57 16.86924(W) AD(       ) 2
 CE0729  NGVD 29 (07/19/86) 1495.0    (m)         4905.     (f) VERT ANG       
 CE0729
 CE0729.Superseded values are not recommended for survey control.
 CE0729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0729.See file dsdata.txt to determine how the superseded data were derived.
 CE0729
 CE0729_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RBR2015020262(NAD 83)
 CE0729_MARKER: 70 = MONUMENT
 CE0729
 CE0729  HISTORY     - Date     Condition        Report By
 CE0729  HISTORY     - 1909     FIRST OBSERVED   CGS
 CE0729
 CE0729                          STATION DESCRIPTION
 CE0729
 CE0729'DESCRIBED BY COAST AND GEODETIC SURVEY 1909
 CE0729'THE STATION IS A STONE MONUMENT 4 MILES SOUTH OF THE TOWN OF
 CE0729'HERMANAS AND ON THE HIGHEST POINT OF THE BOUNDARY LINE WHERE
 CE0729'IT CROSSES THE SIERRA CARRIZALILLO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CF0333 ***********************************************************************
 CF0333  DESIGNATION -  BOUNDARY MON 383 AZ NM
 CF0333  PID         -  CF0333
 CF0333  STATE/COUNTY-  NM/HIDALGO
 CF0333  USGS QUAD   -  GUADALUPE SPRING (1985)
 CF0333
 CF0333                         *CURRENT SURVEY CONTROL
 CF0333  ___________________________________________________________________
 CF0333* NAD 83(1992)-  31 26 37.61820(N)    109 02 59.41631(W)     ADJUSTED  
 CF0333* NAVD 88     -      1601.9    (meters)    5256.     (feet)  VERTCON   
 CF0333  ___________________________________________________________________
 CF0333  LAPLACE CORR-           4.43  (seconds)                    DEFLEC99
 CF0333  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 CF0333
 CF0333  HORZ ORDER  -  SECOND
 CF0333
 CF0333.The horizontal coordinates were established by classical geodetic methods
 CF0333.and adjusted by the National Geodetic Survey in December 1993..
 CF0333
 CF0333.The NAVD 88 height was computed by applying the VERTCON shift value to
 CF0333.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CF0333
 CF0333.The Laplace correction was computed from DEFLEC99 derived deflections.
 CF0333
 CF0333.The geoid height was determined by GEOID03.
 CF0333
 CF0333;                    North         East     Units Scale Factor Converg.
 CF0333;SPC NM W     -    49,839.999   714,365.798   MT  1.00008153   -0 38 04.8
 CF0333;SPC NM W     -   163,516.73  2,343,715.12   sFT  1.00008153   -0 38 04.8
 CF0333;SPC AZ E     -    49,738.509   319,517.233   MT  1.00003895   +0 34 57.6
 CF0333;SPC AZ E     -   163,184.08  1,048,284.89   iFT  1.00003895   +0 34 57.6
 CF0333;UTM  12      - 3,480,431.575   685,322.974   MT  1.00002362   +1 01 03.4
 CF0333
 CF0333!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CF0333!SPC NM W     -   0.99975266  x   1.00008153  =   0.99983417
 CF0333!SPC AZ E     -   0.99975266  x   1.00003895  =   0.99979160
 CF0333!UTM  12      -   0.99975266  x   1.00002362  =   0.99977627
 CF0333
 CF0333|---------------------------------------------------------------------|
 CF0333| PID    Reference Object                     Distance      Geod. Az  |
 CF0333|                                                           dddmmss.s |
 CF0333| CS7406 MP 383 E 1/4 11/35S 32E               2.120 METERS 00057     |
 CF0333| CC5976 BOUNDARY MON 383 RM 1                15.390 METERS 00829     |
 CF0333| CC5977 BOUNDARY MON 383 RM 2                20.800 METERS 11936     |
 CF0333| CF0334 BUNK                                APPROX. 1.7 KM 1614812.9 |
 CF0333|---------------------------------------------------------------------|
 CF0333
 CF0333                          SUPERSEDED SURVEY CONTROL
 CF0333
 CF0333  NAD 83(1992)-  31 26 37.61826(N)    109 02 59.41625(W) AD(       ) 2
 CF0333  NAD 83(1986)-  31 26 37.61899(N)    109 02 59.40079(W) AD(       ) 2
 CF0333  NAD 27      -  31 26 37.25000(N)    109 02 57.20200(W) AD(       ) 2
 CF0333  NGVD 29 (07/19/86) 1601.0    (m)         5253.     (f) VERT ANG       
 CF0333
 CF0333.Superseded values are not recommended for survey control.
 CF0333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0333.See file dsdata.txt to determine how the superseded data were derived.
 CF0333
 CF0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXV8532380432(NAD 83)
 CF0333_MARKER: DS = TRIANGULATION STATION DISK
 CF0333_SETTING: 80 = SET IN A BOULDER
 CF0333_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 CF0333
 CF0333  HISTORY     - Date     Condition        Report By
 CF0333  HISTORY     - 1938     MONUMENTED       CGS
 CF0333
 CF0333                          STATION DESCRIPTION
 CF0333
 CF0333'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 CF0333'STATION IS LOCATED ON THE N. MEX.-ARIZ. STATE BOUNDARY LINE
 CF0333'ABOUT 8.0 MILES N OF THE UNITED STATES-MEXICO BOUNDARY AND 1-1/2
 CF0333'MILES E OF SWAGGARTS RANCH ON A BENCH AT THE HEAD OF SYCAMORE
 CF0333'CANYON.  THIS BENCH IS LOCALLY KNOWN AS COWBOY FLAT.  THE
 CF0333'STATION IS AT THE E EDGE OF THE FLAT ON THE S EDGE OF A SMALL
 CF0333'WASH WHICH CROSSES ABOUT THE CENTER OF THE FLAT, AND AT THE
 CF0333'FOOT OF THE SLOPE OF A CAP-ROCK BUTTE.
 CF0333'
 CF0333'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 CF0333'A BOULDER.
 CF0333'
 CF0333'TO REACH FROM DOUGLAS GO E ON THE GERONIMO TRAIL 27.2 MILES
 CF0333'TO A SIDE ROAD AT A CATTLE GUARD AND LINE FENCE.  (COTTONWOOD
 CF0333'SCHOOL ON RIGHT).  TURN RIGHT PAST THE SCHOOLHOUSE AND FOLLOW
 CF0333'THE MAIN TRACK ROAD EASTERLY UP SYCAMORE CANYON 1.9 MILES TO A
 CF0333'FORK.  TAKE LEFT FORK (MAIN ROAD) 2.0 MILES TO WHERE THE ROAD
 CF0333'MAKES A SHARP LEFT TURN AT THE EDGE OF A WASH (SWAGGART RANCH
 CF0333'1/4 MILE N).  AT THIS POINT LEAVE THE MAIN ROAD AND KEEP E
 CF0333'ACROSS THE WASH ON A DIM ROAD UP THE CANYON 0.8 MILE AS FAR
 CF0333'AS TRUCK CAN BE DRIVEN.  THE FLAT BENCH ON WHICH STATION
 CF0333'IS LOCATED IS VISIBLE FROM HERE ABOUT 1/2 MILE E AT THE HEAD
 CF0333'OF THE CANYON.  CONTINUE ON FOOT UP THE CANYON TO BENCH AND
 CF0333'STATION.
 CF0333'
 CF0333'OLD BLAZE ON LARGEST OAK TREE IN VICINITY (AGE OF BLAZE 30
 CF0333'YEARS APPROX.)
 CF0333'
 CF0333'STATION MARK IS A STANDARD DISK SET IN BOULDER IN THE CENTER
 CF0333'OF THE SITE OF THE OLD ROCK CAIRN WHICH MARKED THE STATE
 CF0333'BOUNDARY.
 CF0333'
 CF0333'REFERENCE MARK NO. 1 IS NNE SET IN LARGE BOULDER ON THE N
 CF0333'BANK OF THE SMALL WASH BY STATION.  REFERENCE MARK NO. 2 IS
 CF0333'IN A PROMINENT BOULDER ON THE SLOPE SE OF THE STATION.
 CF0333'
 CF0333'AZIMUTH MARK - USE STATION BUNK WHICH IS ABOUT 1.0 MILE SSE
 CF0333'ON THE HIGHEST POINT OF BUNK ROBINSON PEAK, THE HIGHEST PEAK
 CF0333'IN THE VICINITY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CF0267 ***********************************************************************
 CF0267  DESIGNATION -  BOUNDARY MON 39 MX US
 CF0267  PID         -  CF0267
 CF0267  STATE/COUNTY-  NM/LUNA
 CF0267  USGS QUAD   -  VICTORIO RANCH (1976)
 CF0267
 CF0267                         *CURRENT SURVEY CONTROL
 CF0267  ___________________________________________________________________
 CF0267* NAD 83(1992)-  31 47 01.30892(N)    108 11 12.43983(W)     ADJUSTED  
 CF0267* NAVD 88     -      1535.0    (meters)    5036.     (feet)  VERTCON   
 CF0267  ___________________________________________________________________
 CF0267  LAPLACE CORR-          -0.08  (seconds)                    DEFLEC99
 CF0267  GEOID HEIGHT-         -25.11  (meters)                     GEOID03
 CF0267
 CF0267  HORZ ORDER  -  SECOND
 CF0267
 CF0267.The horizontal coordinates were established by classical geodetic methods
 CF0267.and adjusted by the National Geodetic Survey in December 1993..
 CF0267
 CF0267.The NAVD 88 height was computed by applying the VERTCON shift value to
 CF0267.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CF0267
 CF0267.The Laplace correction was computed from DEFLEC99 derived deflections.
 CF0267
 CF0267.The geoid height was determined by GEOID03.
 CF0267
 CF0267;                    North         East     Units Scale Factor Converg.
 CF0267;SPC NM W     -    86,940.505   796,525.403   MT  0.99993048   -0 11 10.2
 CF0267;SPC NM W     -   285,237.31  2,613,267.09   sFT  0.99993048   -0 11 10.2
 CF0267;UTM  12      - 3,519,906.913   766,392.754   MT  1.00047532   +1 28 57.5
 CF0267
 CF0267!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CF0267!SPC NM W     -   0.99976297  x   0.99993048  =   0.99969347
 CF0267!UTM  12      -   0.99976297  x   1.00047532  =   1.00023818
 CF0267
 CF0267:                Primary Azimuth Mark                     Grid Az
 CF0267:SPC NM W     -  NEAR                                     016 19 56.7
 CF0267:UTM  12      -  NEAR                                     014 39 49.0
 CF0267
 CF0267|---------------------------------------------------------------------|
 CF0267| PID    Reference Object                     Distance      Geod. Az  |
 CF0267|                                                           dddmmss.s |
 CF0267| CF0268 NEAR                                APPROX. 0.7 KM 0160846.5 |
 CF0267|---------------------------------------------------------------------|
 CF0267
 CF0267                          SUPERSEDED SURVEY CONTROL
 CF0267
 CF0267  NAD 83(1986)-  31 47 01.30800(N)    108 11 12.43979(W) AD(       ) 2
 CF0267  NAD 27      -  31 47 00.95220(N)    108 11 10.30698(W) AD(       ) 2
 CF0267  NGVD 29 (07/19/86) 1534.2    (m)         5033.     (f) VERT ANG       
 CF0267
 CF0267.Superseded values are not recommended for survey control.
 CF0267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0267.See file dsdata.txt to determine how the superseded data were derived.
 CF0267
 CF0267_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RYA6639319907(NAD 83)
 CF0267_MARKER: 70 = MONUMENT
 CF0267
 CF0267  HISTORY     - Date     Condition        Report By
 CF0267  HISTORY     - 1909     FIRST OBSERVED   IBC
 CF0267  HISTORY     - 1936     GOOD             CGS
 CF0267
 CF0267                          STATION DESCRIPTION
 CF0267
 CF0267'DESCRIBED BY COAST AND GEODETIC SURVEY 1936
 CF0267'THE STATION IS AN IRON MONUMENT ON A SHARP RIDGE SLOPING SOUTH
 CF0267'OF THE SIERRA RICA MOUNTAINS.  IT IS BEST REACHED FROM VICTORIO
 CF0267'BY WAY OF THE OLD INTERNATIONAL MINES.  THE REFERENCE MARK, A
 CF0267'SMALL CROSS CUT IN THE TOP OF THE ROCK, IS 2.80 METERS (9.2
 CF0267'FEET) FROM THE STATION N 41 DEG 29 MIN E.  ELEVATION
 CF0267'OF THE TOP OF THE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CF0266 ***********************************************************************
 CF0266  DESIGNATION -  BOUNDARY MON 40 MX US
 CF0266  PID         -  CF0266
 CF0266  STATE/COUNTY-  NM/GRANT
 CF0266  USGS QUAD   -  VICTORIO RANCH (1976)
 CF0266
 CF0266                         *CURRENT SURVEY CONTROL
 CF0266  ___________________________________________________________________
 CF0266* NAD 83(1992)-  31 47 01.31386(N)    108 12 30.53786(W)     ADJUSTED  
 CF0266* NAVD 88     -      1502.2    (meters)    4928.     (feet)  VERTCON   
 CF0266  ___________________________________________________________________
 CF0266  LAPLACE CORR-           0.62  (seconds)                    DEFLEC99
 CF0266  GEOID HEIGHT-         -25.11  (meters)                     GEOID03
 CF0266
 CF0266  HORZ ORDER  -  SECOND
 CF0266
 CF0266.The horizontal coordinates were established by classical geodetic methods
 CF0266.and adjusted by the National Geodetic Survey in December 1993..
 CF0266
 CF0266.The NAVD 88 height was computed by applying the VERTCON shift value to
 CF0266.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CF0266
 CF0266.The Laplace correction was computed from DEFLEC99 derived deflections.
 CF0266
 CF0266.The geoid height was determined by GEOID03.
 CF0266
 CF0266;                    North         East     Units Scale Factor Converg.
 CF0266;SPC NM W     -    86,947.538   794,470.833   MT  0.99993223   -0 11 51.4
 CF0266;SPC NM W     -   285,260.38  2,606,526.39   sFT  0.99993223   -0 11 51.4
 CF0266;UTM  12      - 3,519,854.081   764,337.748   MT  1.00046186   +1 28 16.3
 CF0266
 CF0266!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CF0266!SPC NM W     -   0.99976812  x   0.99993223  =   0.99970037
 CF0266!UTM  12      -   0.99976812  x   1.00046186  =   1.00022987
 CF0266
 CF0266:                Primary Azimuth Mark                     Grid Az
 CF0266:SPC NM W     -  NEAR                                     073 07 05.2
 CF0266:UTM  12      -  NEAR                                     071 26 57.5
 CF0266
 CF0266|---------------------------------------------------------------------|
 CF0266| PID    Reference Object                     Distance      Geod. Az  |
 CF0266|                                                           dddmmss.s |
 CF0266| CF0268 NEAR                                APPROX. 2.4 KM 0725513.8 |
 CF0266|---------------------------------------------------------------------|
 CF0266
 CF0266                          SUPERSEDED SURVEY CONTROL
 CF0266
 CF0266  NAD 83(1986)-  31 47 01.31292(N)    108 12 30.53861(W) AD(       ) 2
 CF0266  NAD 27      -  31 47 00.95813(N)    108 12 28.38608(W) AD(       ) 2
 CF0266  NGVD 29 (07/19/86) 1501.4    (m)         4926.     (f) VERT ANG       
 CF0266
 CF0266.Superseded values are not recommended for survey control.
 CF0266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0266.See file dsdata.txt to determine how the superseded data were derived.
 CF0266
 CF0266_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RYA6433819854(NAD 83)
 CF0266_MARKER: Z = SEE DESCRIPTION
 CF0266_SETTING: 66 = SET IN ROCK OUTCROP
 CF0266_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CF0266
 CF0266  HISTORY     - Date     Condition        Report By
 CF0266  HISTORY     - 1909     MONUMENTED       IBC
 CF0266  HISTORY     - 1936     GOOD             CGS
 CF0266  HISTORY     - 1964     GOOD             CGS
 CF0266
 CF0266                          STATION DESCRIPTION
 CF0266
 CF0266'DESCRIBED BY COAST AND GEODETIC SURVEY 1936
 CF0266'THE STATION IS 2-1/2 MILES AIR LINE WEST OF THE INTERNATIONAL
 CF0266'MINES.  IT IS KNOWN AS THE UPPER CORNER, OR JOG, SINCE THE
 CF0266'BOUNDARY LINE MAKES A RIGHT-ANGLED TURN AT THIS POINT.  THE
 CF0266'MONUMENT WAS OCCUPIED ECCENTRICALLY AND THE ECCENTRIC POINT
 CF0266'WAS MARKED WITH A STANDARD DISK STATION MARK SET IN ROCK FLUSH
 CF0266'WITH THE SURFACE.  ELEVATION OF THE TOP
 CF0266'OF THE MONUMENT.
 CF0266
 CF0266                          STATION RECOVERY (1964)
 CF0266
 CF0266'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (FHB)
 CF0266'THE MONUMENT WAS RECOVERED AS DESCRIBED.  A NEW DESCRIPTION
 CF0266'ON HOW TO REACH THE MONUMENT FOLLOWS.
 CF0266'
 CF0266'TO REACH THE STATION FROM THE POST OFFICE IN HACHITA, GO EAST
 CF0266'FOR 0.05 MILE.  TURN RIGHT OFF STATE ROAD 9 AND GO SOUTH ON THE
 CF0266'GRAVELED ROAD FOR 9.3 MILES.  TAKE THE LEFT FORK AS PER SIGN
 CF0266'HATCHET RANCH 6 MILES AND GO SOUTH FOR 6.5 MILES TO A FORK AND
 CF0266'THE HATCHET RANCH ON THE RIGHT.  TAKE THE LEFT FORK AND GO EAST
 CF0266'FOR ABOUT 150 FEET.  TURN LEFT AT THE CROSS-ROAD AND GO NORTH
 CF0266'FOR 4.1 MILE.  TAKE THE LEFT FORK AND GO NORTH FOR 0.1 MILE.
 CF0266'PASS THROUGH THE GATE, TAKE THE RIGHT FORK, STRAIGHT AHEAD,
 CF0266'NORTH FOR 2.7 MILES.  TAKE THE RIGHT FORK AND GO EAST FOR 2.9
 CF0266'MILES TO A WINDMILL AND RANCH BUILDINGS, KNOWN AS DOYLE
 CF0266'WELL.  FROM THE WINDMILL GO NORTHEAST, PASSING THROUGH TWO
 CF0266'GATES FOR 0.1 MILE TO THE NORTHWEST FENCE CORNER.  FOLLOW
 CF0266'ALONG THE NORTH SIDE OF THE FENCE, EAST FOR 1.8 MILES TO
 CF0266'THE STATION MONUMENT.
 CF0266'
 CF0266'FROM DOYLE WELL TO THE STATION IS ROUGH TERRAIN AND COULD BE
 CF0266'SWAMPY IN THE LOW AREAS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0252 ***********************************************************************
 CE0252  DESIGNATION -  BOUNDARY MON 41
 CE0252  PID         -  CE0252
 CE0252  STATE/COUNTY-  NM/DONA ANA
 CE0252  USGS QUAD   -  LA UNION (1995)
 CE0252
 CE0252                         *CURRENT SURVEY CONTROL
 CE0252  ___________________________________________________________________
 CE0252* NAD 83(1986)-  31 59 50.     (N)    106 39 10.     (W)     SCALED    
 CE0252* NAVD 88     -      1158.276  (meters)    3800.11   (feet)  ADJUSTED  
 CE0252  ___________________________________________________________________
 CE0252  GEOID HEIGHT-         -24.05  (meters)                     GEOID03
 CE0252  DYNAMIC HT  -        1156.546 (meters)    3794.43  (feet)  COMP
 CE0252  MODELED GRAV-     979,105.9   (mgal)                       NAVD 88
 CE0252
 CE0252  VERT ORDER  -  SECOND    CLASS 0
 CE0252
 CE0252.The horizontal coordinates were scaled from a topographic map and have
 CE0252.an estimated accuracy of +/- 6 seconds.
 CE0252
 CE0252.The orthometric height was determined by differential leveling
 CE0252.and adjusted by the National Geodetic Survey in June 1991..
 CE0252
 CE0252.The geoid height was determined by GEOID03.
 CE0252
 CE0252.The dynamic height is computed by dividing the NAVD 88
 CE0252.geopotential number by the normal gravity value computed on the
 CE0252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0252.degrees latitude (g = 980.6199 gals.).
 CE0252
 CE0252.The modeled gravity was interpolated from observed gravity values.
 CE0252
 CE0252;                    North         East    Units  Estimated Accuracy
 CE0252;SPC NM C     -   110,630.      461,940.      MT  (+/- 180 meters Scaled)
 CE0252
 CE0252                          SUPERSEDED SURVEY CONTROL
 CE0252
 CE0252  NGVD 29 (??/??/92) 1157.745  (m)         3798.37   (f) ADJ UNCH    2 0
 CE0252
 CE0252.Superseded values are not recommended for survey control.
 CE0252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0252.See file dsdata.txt to determine how the superseded data were derived.
 CE0252
 CE0252_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR438413(NAD 83)
 CE0252_MARKER: DB = BENCH MARK DISK
 CE0252_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CE0252_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CE0252_STAMPING: U.S. BOUNDARY 41 EL 3799
 CE0252_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CE0252+STABILITY: SURFACE MOTION
 CE0252
 CE0252  HISTORY     - Date     Condition        Report By
 CE0252  HISTORY     - UNK      MONUMENTED       CGS
 CE0252  HISTORY     - 1935     GOOD             NGS
 CE0252  HISTORY     - 1969     MARK NOT FOUND   USGS
 CE0252
 CE0252                          STATION DESCRIPTION
 CE0252
 CE0252'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 CE0252'IN VALLEY HIGH SCHOOL.
 CE0252'IN FRONT OF VALLEY HIGH SCHOOL, 175 FT. E. OF THE E. MAIN ENTRANCE, 30
 CE0252'FT. E. OF THE CENTER LINE OF STATE NO. 28, AND 20 FT. W. OF THE CENTER
 CE0252'LINE OF A CANAL.
 CE0252
 CE0252                          STATION RECOVERY (1969)
 CE0252
 CE0252'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 CE0252'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1143 ***********************************************************************
 GL1143  DESIGNATION -  BOUNDARY MON 45 CO NM
 GL1143  PID         -  GL1143
 GL1143  STATE/COUNTY-  NM/UNION
 GL1143  USGS QUAD   -  EMERY PEAK (1972)
 GL1143
 GL1143                         *CURRENT SURVEY CONTROL
 GL1143  ___________________________________________________________________
 GL1143* NAD 83(1986)-  36 59 49.     (N)    103 52 04.     (W)     SCALED    
 GL1143* NAVD 88     -      1939.463  (meters)    6363.05   (feet)  ADJUSTED  
 GL1143  ___________________________________________________________________
 GL1143  GEOID HEIGHT-         -19.38  (meters)                     GEOID03
 GL1143  DYNAMIC HT  -        1937.101 (meters)    6355.31  (feet)  COMP
 GL1143  MODELED GRAV-     979,343.6   (mgal)                       NAVD 88
 GL1143
 GL1143  VERT ORDER  -  SECOND    CLASS 0
 GL1143
 GL1143.The horizontal coordinates were scaled from a topographic map and have
 GL1143.an estimated accuracy of +/- 6 seconds.
 GL1143
 GL1143.The orthometric height was determined by differential leveling
 GL1143.and adjusted by the National Geodetic Survey in June 1991..
 GL1143
 GL1143.The geoid height was determined by GEOID03.
 GL1143
 GL1143.The dynamic height is computed by dividing the NAVD 88
 GL1143.geopotential number by the normal gravity value computed on the
 GL1143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL1143.degrees latitude (g = 980.6199 gals.).
 GL1143
 GL1143.The modeled gravity was interpolated from observed gravity values.
 GL1143
 GL1143;                    North         East    Units  Estimated Accuracy
 GL1143;SPC NM E     -   665,240.      206,440.      MT  (+/- 180 meters Scaled)
 GL1143
 GL1143                          SUPERSEDED SURVEY CONTROL
 GL1143
 GL1143  NGVD 29 (??/??/92) 1938.463  (m)         6359.77   (f) ADJ UNCH    2 0
 GL1143
 GL1143.Superseded values are not recommended for survey control.
 GL1143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1143.See file dsdata.txt to determine how the superseded data were derived.
 GL1143
 GL1143_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA007951(NAD 83)
 GL1143_MARKER: DD = SURVEY DISK
 GL1143_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL1143_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL1143_STAMPING: 1968 AND 1925 NO 45
 GL1143_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL1143+STABILITY: SURFACE MOTION
 GL1143
 GL1143  HISTORY     - Date     Condition        Report By
 GL1143  HISTORY     - 1925     MONUMENTED       USSC
 GL1143  HISTORY     - 1934     GOOD             NGS
 GL1143  HISTORY     - 1972     MARK NOT FOUND   USGS
 GL1143
 GL1143                          STATION DESCRIPTION
 GL1143
 GL1143'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GL1143'1.7 MI SE FROM BRANSON.
 GL1143'ABOUT 1.7 MILES SOUTHEAST ALONG THE COLORADO AND SOUTHERN RAILWAY FROM
 GL1143'BRANSON, LAS ANIMAS COUNTY, ON THE COLORADO-NEW MEXICO STATE LINE,
 GL1143'ABOUT 70 YARDS EAST OF THE TRACK, 71 FEET EAST OF THE CENTER LINE OF A
 GL1143'HIGHWAY, 38 FEET EAST OF A FENCE CORNER, AND IN LINE WITH AN
 GL1143'EAST-AND-WEST FENCE.  A UNITED STATES SUPREME COURT STANDARD DISK,
 GL1143'STAMPED 1868 AND 1925 NO 45 AND SET IN THE TOP OF A 14-INCH CONCRETE
 GL1143'POST PROJECTING ABOUT 16 INCHES ABOVE GROUND.  NOTE-- A NEW ROAD
 GL1143'COVERS THE OLD ROAD AT THE DESCRIBED LOCATION.
 GL1143
 GL1143                          STATION RECOVERY (1972)
 GL1143
 GL1143'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 GL1143'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CF0291 ***********************************************************************
 CF0291  DESIGNATION -  BOUNDARY MON 67 MX US
 CF0291  PID         -  CF0291
 CF0291  STATE/COUNTY-  NM/HIDALGO
 CF0291  USGS QUAD   -  LANG CANYON (1983)
 CF0291
 CF0291                         *CURRENT SURVEY CONTROL
 CF0291  ___________________________________________________________________
 CF0291* NAD 83(1992)-  31 19 56.12849(N)    108 51 49.79940(W)     ADJUSTED  
 CF0291* NAVD 88     -      1698.     (meters)    5571.     (feet)  SCALED    
 CF0291  ___________________________________________________________________
 CF0291  LAPLACE CORR-           3.01  (seconds)                    DEFLEC99
 CF0291  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 CF0291
 CF0291  HORZ ORDER  -  FIRST
 CF0291
 CF0291.The horizontal coordinates were established by classical geodetic methods
 CF0291.and adjusted by the National Geodetic Survey in December 1993..
 CF0291
 CF0291.The orthometric height was scaled from a topographic map.
 CF0291
 CF0291.The Laplace correction was computed from DEFLEC99 derived deflections.
 CF0291
 CF0291.The geoid height was determined by GEOID03.
 CF0291
 CF0291;                    North         East     Units Scale Factor Converg.
 CF0291;SPC NM W     -    37,293.762   731,931.487   MT  1.00003525   -0 32 09.3
 CF0291;SPC NM W     -   122,354.62  2,401,345.22   sFT  1.00003525   -0 32 09.3
 CF0291;UTM  12      - 3,468,396.131   703,242.717   MT  1.00010952   +1 06 40.3
 CF0291
 CF0291!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CF0291!SPC NM W     -   0.99973755  x   1.00003525  =   0.99977279
 CF0291!UTM  12      -   0.99973755  x   1.00010952  =   0.99984704
 CF0291
 CF0291:                Primary Azimuth Mark                     Grid Az
 CF0291:SPC NM W     -  BOUNDARY MON 67 AZ MK                    090 27 55.4
 CF0291:UTM  12      -  BOUNDARY MON 67 AZ MK                    088 49 05.8
 CF0291
 CF0291|---------------------------------------------------------------------|
 CF0291| PID    Reference Object                     Distance      Geod. Az  |
 CF0291|                                                           dddmmss.s |
 CF0291| CC6143 BOUNDARY MON 67 AZ MK                              0895546.1 |
 CF0291| CC6144 BOUNDARY MON 67 RM 1                 15.902 METERS 26905     |
 CF0291| CC6145 BOUNDARY MON 67 RM 2                 22.002 METERS 35522     |
 CF0291|---------------------------------------------------------------------|
 CF0291
 CF0291                          SUPERSEDED SURVEY CONTROL
 CF0291
 CF0291  NAD 83(1992)-  31 19 56.12838(N)    108 51 49.79905(W) AD(       ) 1
 CF0291  NAD 83(1986)-  31 19 56.13254(N)    108 51 49.78508(W) AD(       ) 1
 CF0291  NAD 27      -  31 19 55.74500(N)    108 51 47.61100(W) AD(       ) 1
 CF0291
 CF0291.Superseded values are not recommended for survey control.
 CF0291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0291.See file dsdata.txt to determine how the superseded data were derived.
 CF0291
 CF0291_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RYV0324368396(NAD 83)
 CF0291_MARKER: Z = SEE DESCRIPTION
 CF0291_SETTING: 0 = UNSPECIFIED SETTING
 CF0291
 CF0291  HISTORY     - Date     Condition        Report By
 CF0291  HISTORY     - 1938     MONUMENTED       CGS
 CF0291  HISTORY     - 1958     GOOD             AMS
 CF0291
 CF0291                          STATION DESCRIPTION
 CF0291
 CF0291'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 CF0291'STATION IS MARKED BY A CROSS ON A CONCRETE POST, 4 FEET
 CF0291'SQUARE AT THE BASE AND 12 FEET HIGH, LOCATED ON THE UNITED
 CF0291'STATES-MEXICO BOUNDARY, IN THE MIDDLE OF ANIMAS VALLEY
 CF0291'ABOUT 6 MILES SE OF CLOVERDALE, AND ABOUT 200 YARDS SW OF
 CF0291'THE OLD GARCIA RANCH RUINS.
 CF0291'
 CF0291'REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS SET IN
 CF0291'CONCRETE.
 CF0291'
 CF0291'AZIMUTH MARK IS 0.5 MILE E OF THE STATION ALONG THE INTERNATIONAL
 CF0291'BOUNDARY FENCE LINE, BETWEEN THE FENCE AND A TRACK ROAD ALONG THE
 CF0291'FENCE.
 CF0291'
 CF0291'STATION IS REACHED FROM THE STORE AT CLOVERDALE BY GOING
 CF0291'E ON THE MAIN GRADED ROAD 2.4 MILES TO A TRACK ROAD RIGHT.
 CF0291'AT THIS POINT THERE ARE TWO TRACK ROADS THAT LEAD S.  TURN
 CF0291'RIGHT OFF THE GRADED ROAD ONTO THE TRACK ROAD FURTHEST W AND
 CF0291'S 0.65 MILE TO A RED WOODEN GATE.  CONTINUE S ON TRACK ROAD
 CF0291'BETWEEN THE FENCES 1.5 MILES TO A WIRE GATE AT THE S END OF THE
 CF0291'LANE.  GO THROUGH THE GATE AND CONTINUE S ON TRACK ROAD 0.8
 CF0291'MILE TO ANOTHER WIRE GATE.  GO THROUGH GATE AND CONTINUE
 CF0291'S 3.0 MILES TO THE CONCRETE POST AND STATION.
 CF0291
 CF0291                          STATION RECOVERY (1958)
 CF0291
 CF0291'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1958
 CF0291'STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AS DESCRIBED.
 CF0291'
 CF0291'THE STATION IS LOCATED 33 FEET S OF THE CENTERLINE OF ROAD.
 CF0291'49 FEET W OF ROAD AND TRAIL INTERSECTION.  287 FEET ESE OF
 CF0291'ROAD INTERSECTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0768 ***********************************************************************
 DQ0768  DESIGNATION -  BOUNDARY MON 99 ECC
 DQ0768  PID         -  DQ0768
 DQ0768  STATE/COUNTY-  NM/LEA
 DQ0768  USGS QUAD   -  BRONCO NE (1984)
 DQ0768
 DQ0768                         *CURRENT SURVEY CONTROL
 DQ0768  ___________________________________________________________________
 DQ0768* NAD 83(1992)-  33 26 12.93840(N)    103 03 41.74936(W)     ADJUSTED  
 DQ0768* NAVD 88     -      1193.2    (meters)    3915.     (feet)  VERTCON   
 DQ0768  ___________________________________________________________________
 DQ0768  LAPLACE CORR-          -1.76  (seconds)                    DEFLEC99
 DQ0768  GEOID HEIGHT-         -22.41  (meters)                     GEOID03
 DQ0768
 DQ0768  HORZ ORDER  -  SECOND
 DQ0768
 DQ0768.The horizontal coordinates were established by classical geodetic methods
 DQ0768.and adjusted by the National Geodetic Survey in February 1996..
 DQ0768
 DQ0768.The NAVD 88 height was computed by applying the VERTCON shift value to
 DQ0768.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DQ0768
 DQ0768.The Laplace correction was computed from DEFLEC99 derived deflections.
 DQ0768
 DQ0768.The geoid height was determined by GEOID03.
 DQ0768
 DQ0768;                    North         East     Units Scale Factor Converg.
 DQ0768;SPC NM E     -   270,931.249   283,251.695   MT  1.00008144   +0 42 03.0
 DQ0768;SPC NM E     -   888,880.27    929,301.60   sFT  1.00008144   +0 42 03.0
 DQ0768;SPC TXNC     - 2,205,512.848   175,995.392   MT  0.99989516   -2 29 16.3
 DQ0768;SPC TXNC     - 7,235,920.07    577,411.55   sFT  0.99989516   -2 29 16.3
 DQ0768;UTM  13      - 3,701,406.402   680,193.361   MT  1.00000032   +1 04 06.2
 DQ0768
 DQ0768!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ0768!SPC NM E     -   0.99981623  x   1.00008144  =   0.99989766
 DQ0768!SPC TXNC     -   0.99981623  x   0.99989516  =   0.99971141
 DQ0768!UTM  13      -   0.99981623  x   1.00000032  =   0.99981655
 DQ0768
 DQ0768:                Primary Azimuth Mark                     Grid Az
 DQ0768:SPC NM E     -  BOUNDARY MI COR 99 NM TX                 090 38 08.3
 DQ0768:SPC TXNC     -  BOUNDARY MI COR 99 NM TX                 093 49 27.6
 DQ0768:UTM  13      -  BOUNDARY MI COR 99 NM TX                 090 16 05.1
 DQ0768
 DQ0768|---------------------------------------------------------------------|
 DQ0768| PID    Reference Object                     Distance      Geod. Az  |
 DQ0768|                                                           dddmmss.s |
 DQ0768| DQ0769 BOUNDARY MI COR 99 NM TX            APPROX. 0.6 KM 0912011.3 |
 DQ0768| CJ6591 BOUNDARY MON 99 ECC RM 1                           17642     |
 DQ0768| CJ6592 BOUNDARY MON 99 ECC RM 2                           26345     |
 DQ0768|---------------------------------------------------------------------|
 DQ0768
 DQ0768                          SUPERSEDED SURVEY CONTROL
 DQ0768
 DQ0768  NAD 83(1992)-  33 26 12.93910(N)    103 03 41.74881(W) AD(       ) 2
 DQ0768  NAD 83(1986)-  33 26 12.94241(N)    103 03 41.74669(W) AD(       ) 2
 DQ0768  NAD 27      -  33 26 12.57400(N)    103 03 39.94900(W) AD(       ) 2
 DQ0768  NGVD 29 (07/19/86) 1192.7    (m)         3913.     (f) VERT ANG       
 DQ0768
 DQ0768.Superseded values are not recommended for survey control.
 DQ0768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0768.See file dsdata.txt to determine how the superseded data were derived.
 DQ0768
 DQ0768_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFT8019301406(NAD 83)
 DQ0768_MARKER: DS = TRIANGULATION STATION DISK
 DQ0768_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0768
 DQ0768  HISTORY     - Date     Condition        Report By
 DQ0768  HISTORY     - 1934     MONUMENTED       CGS
 DQ0768
 DQ0768                          STATION DESCRIPTION
 DQ0768
 DQ0768'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 DQ0768'ABOUT 13 MILES SOUTH OF BLEDSOE, 0.4 MILE WEST OF THE TEXAS-NEW
 DQ0768'MEXICO STATE LINE, ON TOP OF A SMALL RISE, 35 YARDS NORTH OF A
 DQ0768'WIRE FENCE, AND 3/4 MILE NORTH OF AL GRICES HOUSE AND GROVE OF
 DQ0768'TREES.  TO REACH FROM BLEDSOE, TEX., POST OFFICE TO WEST ON
 DQ0768'GRADED ROAD 1.8 MILES TO AN INTERSECTION OF THE GRADED ROAD AND
 DQ0768'THE TEXAS-NEW MEXICO STATE LINE ROAD, TURN SOUTH ON THE STATE
 DQ0768'LINE ROAD AND GO 12.5 MILES, LEAVE MAIN ROAD AND GO WEST 0.4
 DQ0768'MILE TO THE TOP OF A SMALL HILL AND STATION.  THE SURFACE,
 DQ0768'UNDERGROUND, AND REFERENCE MARKS ARE STANDARD DISKS SET IN
 DQ0768'CONCRETE.  REFERENCE MARK NO. 1
 DQ0768'IS 1 FOOT NORTH OF AN EAST-WEST FENCE AND 211.82 FEET (SLOPE
 DQ0768'DISTANCE) FROM STATION S 04 DEG 18 MIN E, AND NO. 2 IS
 DQ0768'81.07 FEET (SLOPE DISTANCE) FROM STATION S 83 DEG 45 MIN W.
 DQ0768'TEXAS-NEW MEXICO, CLARK BOUNDARY MONUMENT NO. 99 IS ON THE
 DQ0768'WEST SIDE OF THE STATE LINE ROAD, AND 556.121 METERS (1,824.54
 DQ0768'FEET) FROM STATION S 89 DEG 40 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GO0495 ***********************************************************************
 GO0495  DESIGNATION -  BOUNDARY MONUMENT 9 ECC
 GO0495  PID         -  GO0495
 GO0495  STATE/COUNTY-  NM/SAN JUAN
 GO0495  USGS QUAD   -  SALLIES SPRING (1983)
 GO0495
 GO0495                         *CURRENT SURVEY CONTROL
 GO0495  ___________________________________________________________________
 GO0495* NAD 83(1992)-  36 59 58.88444(N)    108 52 56.69420(W)     ADJUSTED  
 GO0495* NAVD 88     -      1534.     (meters)    5033.     (feet)  SCALED    
 GO0495  ___________________________________________________________________
 GO0495  LAPLACE CORR-           1.43  (seconds)                    DEFLEC99
 GO0495  GEOID HEIGHT-         -20.68  (meters)                     GEOID03
 GO0495
 GO0495  HORZ ORDER  -  FIRST
 GO0495
 GO0495.The horizontal coordinates were established by classical geodetic methods
 GO0495.and adjusted by the National Geodetic Survey in December 1993..
 GO0495
 GO0495.The orthometric height was scaled from a topographic map.
 GO0495
 GO0495.The Laplace correction was computed from DEFLEC99 derived deflections.
 GO0495
 GO0495.The geoid height was determined by GEOID03.
 GO0495
 GO0495;                    North         East     Units Scale Factor Converg.
 GO0495;SPC NM W     -   665,961.289   736,625.433   MT  1.00002404   -0 37 53.0
 GO0495;SPC NM W     - 2,184,908.00  2,416,745.27   sFT  1.00002404   -0 37 53.0
 GO0495;SPC CO S     -   347,212.056   613,376.743   MT  1.00005062   -2 04 28.9
 GO0495;SPC CO S     - 1,139,144.89  2,012,386.86   sFT  1.00005062   -2 04 28.9
 GO0495;UTM  12      - 4,096,934.060   688,427.080   MT  1.00003740   +1 16 29.1
 GO0495
 GO0495!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GO0495!SPC NM W     -   0.99976258  x   1.00002404  =   0.99978662
 GO0495!SPC CO S     -   0.99976258  x   1.00005062  =   0.99981319
 GO0495!UTM  12      -   0.99976258  x   1.00003740  =   0.99979998
 GO0495
 GO0495:                Primary Azimuth Mark                     Grid Az
 GO0495:SPC NM W     -  SHIPROCK HIGHEST PINNACLE                173 51 34.7
 GO0495:SPC CO S     -  SHIPROCK HIGHEST PINNACLE                175 18 10.6
 GO0495:UTM  12      -  SHIPROCK HIGHEST PINNACLE                171 57 12.6
 GO0495
 GO0495|---------------------------------------------------------------------|
 GO0495| PID    Reference Object                     Distance      Geod. Az  |
 GO0495|                                                           dddmmss.s |
 GO0495| GO0491 SHIPROCK HIGHEST PINNACLE           APPROX.34.9 KM 1731341.7 |
 GO0495| CD3173 BOUNDARY MONUMENT 9 AZ MK                          1795030.8 |
 GO0495| CD3174 BOUNDARY MONUMENT 9 RM 1              9.842 METERS 18603     |
 GO0495| CD3175 BOUNDARY MONUMENT 9 RM 2              9.842 METERS 26737     |
 GO0495| GO0494 BOUNDARY MP 9 CO NM                  34.203 METERS 27452     |
 GO0495|---------------------------------------------------------------------|
 GO0495
 GO0495                          SUPERSEDED SURVEY CONTROL
 GO0495
 GO0495  NAD 83(1992)-  36 59 58.88510(N)    108 52 56.69401(W) AD(       ) 1
 GO0495  NAD 83(1992)-  36 59 58.88332(N)    108 52 56.69496(W) AD(       ) 1
 GO0495  NAD 83(1986)-  36 59 58.87879(N)    108 52 56.69765(W) AD(       ) 1
 GO0495  NAD 27      -  36 59 58.90400(N)    108 52 54.32700(W) AD(       ) 1
 GO0495
 GO0495.Superseded values are not recommended for survey control.
 GO0495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GO0495.See file dsdata.txt to determine how the superseded data were derived.
 GO0495
 GO0495_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXF8842796934(NAD 83)
 GO0495_MARKER: DS = TRIANGULATION STATION DISK
 GO0495_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GO0495_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GO0495_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GO0495+STABILITY: SURFACE MOTION
 GO0495
 GO0495  HISTORY     - Date     Condition        Report By
 GO0495  HISTORY     - 1936     MONUMENTED       CGS
 GO0495  HISTORY     - 1966     MARK NOT FOUND   USGS
 GO0495  HISTORY     - 1971     GOOD             NMHD
 GO0495
 GO0495                          STATION DESCRIPTION
 GO0495
 GO0495'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (CP)
 GO0495'ABOUT 29 MILES AIR LINE SSW OF CORTEZ, COLORADO, ABOUT 18 MILES
 GO0495'NW OF SHIP ROCK, NEW MEXICO, 9 MILES E OF FOUR CORNERS MARKING
 GO0495'4 STATES, 70 YARDS S OF BREAK BORTH INTO MANCOS RIVER, 9.95
 GO0495'FEET S OF NEW IRON FENCE LINE OF COLORADO, NEW MEXICO BOUNDARY,
 GO0495'ON SUMMIT OF REDDISH KNOLL.
 GO0495'
 GO0495'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 GO0495'BRONZE DISKS SET IN CONCRETE.
 GO0495'
 GO0495'AZIMUTH MARK LIES 1000 YARDS SE AT EDGE OF TRUCK TRACKS, AND 6-1/2
 GO0495'DEGREES TO RIGHT OF SHIP ROCK PINNACLE FROM STATION.
 GO0495'
 GO0495'THE EXTREME END OF DRAW SHOULD BE A GOOD PHOTOGRAPHIC OBJECT.
 GO0495'
 GO0495'BOUNDARY MONUMENT NO. 9 IS A 5-INCH CAST IRON PIPE PROJECTING
 GO0495'ABOUT 2 FEET ABOVE GROUND WITH CAP STAMPED 9 M AND COLO. AND N.M.
 GO0495'
 GO0495'REACHED FROM CORTEZ, COLORADO BY GOING S ON U.S. HIGHWAY 666 FOR
 GO0495'26.3 MILES TO STATE LINE DEFINED BY FENCE AND SIGN BOARDS,
 GO0495'CONTINUE S ON U.S. HIGHWAY 666 FOR 3.55 MILES TO FLAT BLADE ROAD
 GO0495'LEADING W ALONG SUMMIT OF RIDGE, TURN RIGHT (W) 7.55 MILES TO
 GO0495'CURVE TO LEFT ON TOP OF SLIGHT RIDGE, BEAR RIGHT ON TRUCK TRACKS
 GO0495'0.05 MILE, KEEP STRAIGHT AHEAD ACROSS CROSSROADS 0.4 MILE, TAKE
 GO0495'LEFT FORK (NW) 1.95 MILES, KEEP STRAIGHT AHEAD ACROSS DIAGONAL
 GO0495'CROSSROADS 0.1 MILE TO TRIANGLE TRENCH ON LEFT, BEAR RIGHT ON
 GO0495'TRUCK TRACKS CROSS COUNTRY FOLLOWING SUMMIT OF RIDGE NW 0.5
 GO0495'MILE TO INTERSECTION WITH OLD TRAIL AT FOOT OF STEEP PITCH,
 GO0495'TURN LEFT ON THIS ROAD ABOUT 30 YARDS AND TAKE RIGHT FORK
 GO0495'FOLLOWING RIDGE NW 0.2 MILE, KEEP LEFT, STRAIGHT AHEAD, ROAD
 GO0495'ON RIDGE 0.25 MILE, KEEP LEFT STRAIGHT AHEAD FORK 0.25
 GO0495'MILE, TAKE RIGHT FORK N DOWN HILL AND FOLLOW N 0.55 MILE, TO
 GO0495'WIRE FENCE AND STATION.
 GO0495
 GO0495                          STATION RECOVERY (1966)
 GO0495
 GO0495'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 GO0495'STATION NOT RECOVERED.
 GO0495'
 GO0495'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 29 MILES
 GO0495'AIRLINE SSW OF CORTEZ, COLO.
 GO0495
 GO0495                          STATION RECOVERY (1971)
 GO0495
 GO0495'RECOVERY NOTE BY NM HIGHWAY DEPT 1971 (FLM)
 GO0495'9 M AND COLO. AND N.M. ECC.-GOOD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GO0494 ***********************************************************************
 GO0494  DESIGNATION -  BOUNDARY MP 9 CO NM
 GO0494  PID         -  GO0494
 GO0494  STATE/COUNTY-  NM/SAN JUAN
 GO0494  USGS QUAD   -  SALLIES SPRING (1983)
 GO0494
 GO0494                         *CURRENT SURVEY CONTROL
 GO0494  ___________________________________________________________________
 GO0494* NAD 83(1992)-  36 59 58.97846(N)    108 52 58.07253(W)     ADJUSTED  
 GO0494* NAVD 88     -      1534.     (meters)    5033.     (feet)  SCALED    
 GO0494  ___________________________________________________________________
 GO0494  LAPLACE CORR-           1.42  (seconds)                    DEFLEC99
 GO0494  GEOID HEIGHT-         -20.68  (meters)                     GEOID03
 GO0494
 GO0494  HORZ ORDER  -  SECOND
 GO0494
 GO0494.The horizontal coordinates were established by classical geodetic methods
 GO0494.and adjusted by the National Geodetic Survey in December 1993..
 GO0494
 GO0494.The orthometric height was scaled from a topographic map.
 GO0494
 GO0494.The Laplace correction was computed from DEFLEC99 derived deflections.
 GO0494
 GO0494.The geoid height was determined by GEOID03.
 GO0494
 GO0494;                    North         East     Units Scale Factor Converg.
 GO0494;SPC NM W     -   665,964.563   736,591.386   MT  1.00002412   -0 37 53.9
 GO0494;SPC NM W     - 2,184,918.74  2,416,633.57   sFT  1.00002412   -0 37 53.9
 GO0494;SPC CO S     -   347,216.187   613,342.789   MT  1.00005061   -2 04 29.8
 GO0494;SPC CO S     - 1,139,158.44  2,012,275.47   sFT  1.00005061   -2 04 29.8
 GO0494;UTM  12      - 4,096,936.200   688,392.943   MT  1.00003724   +1 16 28.3
 GO0494
 GO0494!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GO0494!SPC NM W     -   0.99976258  x   1.00002412  =   0.99978670
 GO0494!SPC CO S     -   0.99976258  x   1.00005061  =   0.99981318
 GO0494!UTM  12      -   0.99976258  x   1.00003724  =   0.99979982
 GO0494
 GO0494                          SUPERSEDED SURVEY CONTROL
 GO0494
 GO0494  NAD 83(1992)-  36 59 58.97913(N)    108 52 58.07235(W) AD(       ) 2
 GO0494  NAD 83(1992)-  36 59 58.97735(N)    108 52 58.07329(W) AD(       ) 2
 GO0494  NAD 83(1986)-  36 59 58.97282(N)    108 52 58.07598(W) AD(       ) 2
 GO0494  NAD 27      -  36 59 58.99800(N)    108 52 55.70500(W) AD(       ) 2
 GO0494
 GO0494.Superseded values are not recommended for survey control.
 GO0494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GO0494.See file dsdata.txt to determine how the superseded data were derived.
 GO0494
 GO0494_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXF8839396936(NAD 83)
 GO0494_MARKER: P = PIPE CAP
 GO0494_SETTING: 0 = UNSPECIFIED SETTING
 GO0494_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GO0494
 GO0494  HISTORY     - Date     Condition        Report By
 GO0494  HISTORY     - 1936     MONUMENTED       CGS
 GO0494  HISTORY     - 1966     GOOD             USGS
 GO0494  HISTORY     - 1971     GOOD             NMHD
 GO0494
 GO0494                          STATION DESCRIPTION
 GO0494
 GO0494'DESCRIBED BY COAST AND GEODETIC SURVEY 1936
 GO0494'ABOUT 29 MILES AIR LINE SSW OF CORTEZ, COLORADO, ABOUT 18 MILES
 GO0494'NW OF SHIP ROCK, NEW MEXICO, 9 MILES E OF FOUR CORNERS MARKING
 GO0494'4 STATES, 70 YARDS S OF BREAK BORTH INTO MANCOS RIVER, 9.95
 GO0494'FEET S OF NEW IRON FENCE LINE OF COLORADO, NEW MEXICO BOUNDARY,
 GO0494'ON SUMMIT OF REDDISH KNOLL.
 GO0494'
 GO0494'BOUNDARY MONUMENT NO. 9 IS A 5-INCH CAST IRON PIPE PROJECTING
 GO0494'ABOUT 2 FEET ABOVE GROUND WITH CAP STAMPED 9 M AND COLO. AND N.M.
 GO0494
 GO0494                          STATION RECOVERY (1966)
 GO0494
 GO0494'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 GO0494'THE C AND GS TRIANGULATION STATION IS A CONCRETE POST PROJECTING
 GO0494'0.4 FEET ABOVE GROUND.  A STANDARD CAP STAMPED BDY MON NO 9 1936.
 GO0494'IT IS 9.95 FT. S OF A BARBED WIRE FENCE WITH STEEL FENCE POSTS.
 GO0494'REFERENCE MARK NO. 1 IS 32.31 FT. DISTANCE AND REFERENCE MARK
 GO0494'NO.  2 IS 32.33 FT. DISTANCE (CHAINED) THE COLORADO-NEW MEXICO
 GO0494'BOUNDARY MONUMENT IS 313.48 FT. SOUTH (CHAINED DIST.) AND IS
 GO0494'STAMPED COLO NO 321 1868 12.00 CHS 1925.  NO 5 INCH IRON PIPE
 GO0494'WAS FOUND NOR WAS BDY MON NO 9 ECC. FOUND.
 GO0494'
 GO0494'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 29 MILES
 GO0494'AIRLINE SSW OF CORTEZ, COLO.
 GO0494
 GO0494                          STATION RECOVERY (1971)
 GO0494
 GO0494'RECOVERY NOTE BY NM HIGHWAY DEPT 1971 (FLM)
 GO0494'9 M AND COLO. AND N.M.-GOOD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS1041 ***********************************************************************
 DS1041  DESIGNATION -  BOW
 DS1041  PID         -  DS1041
 DS1041  STATE/COUNTY-  NM/SOCORRO
 DS1041  USGS QUAD   -  BLACK HILL (1980)
 DS1041
 DS1041                         *CURRENT SURVEY CONTROL
 DS1041  ___________________________________________________________________
 DS1041* NAD 83(1992)-  33 36 03.00616(N)    107 09 39.02549(W)     ADJUSTED  
 DS1041* NAVD 88     -      1504.920  (meters)    4937.39   (feet)  ADJUSTED  
 DS1041  ___________________________________________________________________
 DS1041  LAPLACE CORR-          -3.41  (seconds)                    DEFLEC99
 DS1041  GEOID HEIGHT-         -22.82  (meters)                     GEOID03
 DS1041  DYNAMIC HT  -        1502.711 (meters)    4930.14  (feet)  COMP
 DS1041  MODELED GRAV-     979,116.6   (mgal)                       NAVD 88
 DS1041
 DS1041  HORZ ORDER  -  SECOND
 DS1041  VERT ORDER  -  FIRST     CLASS II
 DS1041
 DS1041.The horizontal coordinates were established by classical geodetic methods
 DS1041.and adjusted by the National Geodetic Survey in December 1993..
 DS1041
 DS1041.The orthometric height was determined by differential leveling
 DS1041.and adjusted by the National Geodetic Survey in June 1991..
 DS1041
 DS1041.The Laplace correction was computed from DEFLEC99 derived deflections.
 DS1041
 DS1041.The geoid height was determined by GEOID03.
 DS1041
 DS1041.The dynamic height is computed by dividing the NAVD 88
 DS1041.geopotential number by the normal gravity value computed on the
 DS1041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS1041.degrees latitude (g = 980.6199 gals.).
 DS1041
 DS1041.The modeled gravity was interpolated from observed gravity values.
 DS1041
 DS1041;                    North         East     Units Scale Factor Converg.
 DS1041;SPC NM C     -   288,755.242   415,467.716   MT  0.99998807   -0 30 14.7
 DS1041;SPC NM C     -   947,357.82  1,363,080.33   sFT  0.99998807   -0 30 14.7
 DS1041;UTM  13      - 3,719,991.663   299,503.983   MT  1.00009561   -1 11 46.4
 DS1041
 DS1041!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS1041!SPC NM C     -   0.99976738  x   0.99998807  =   0.99975545
 DS1041!UTM  13      -   0.99976738  x   1.00009561  =   0.99986297
 DS1041
 DS1041:                Primary Azimuth Mark                     Grid Az
 DS1041:SPC NM C     -  FORT CRAIG FAA MICROWAVE MAST            052 55 48.0
 DS1041:UTM  13      -  FORT CRAIG FAA MICROWAVE MAST            053 37 19.7
 DS1041
 DS1041|---------------------------------------------------------------------|
 DS1041| PID    Reference Object                     Distance      Geod. Az  |
 DS1041|                                                           dddmmss.s |
 DS1041| DS1335 FORT CRAIG FAA MICROWAVE MAST       APPROX.10.5 KM 0522533.3 |
 DS1041| CD1677 K 232                                              2254958.9 |
 DS1041| DS0770 K 232                                              2255024.1 |
 DS1041| DS1039 LM 29 208                            30.344 METERS 25211     |
 DS1041| DS1040 BOW RM 1                             23.378 METERS 34013     |
 DS1041|---------------------------------------------------------------------|
 DS1041
 DS1041                          SUPERSEDED SURVEY CONTROL
 DS1041
 DS1041  NAD 83(1986)-  33 36 03.01374(N)    107 09 39.02807(W) AD(       ) 2
 DS1041  NAD 27      -  33 36 02.77396(N)    107 09 36.91060(W) AD(       ) 2
 DS1041  NGVD 29 (07/19/86) 1503.5    (m)         4933.     (f) VERT ANG       
 DS1041
 DS1041.Superseded values are not recommended for survey control.
 DS1041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS1041.See file dsdata.txt to determine how the superseded data were derived.
 DS1041
 DS1041_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBT9950419992(NAD 83)
 DS1041_MARKER: DS = TRIANGULATION STATION DISK
 DS1041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS1041_SP_SET: CONCRETE POST
 DS1041_STAMPING: BOW 1966
 DS1041_PROJECTION: PROJECTING 8 CENTIMETERS
 DS1041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS1041+STABILITY: SURFACE MOTION
 DS1041
 DS1041  HISTORY     - Date     Condition        Report By
 DS1041  HISTORY     - 1966     MONUMENTED       CGS
 DS1041  HISTORY     - 1974     GOOD             NGS
 DS1041  HISTORY     - 1980     GOOD             NGS
 DS1041
 DS1041                          STATION DESCRIPTION
 DS1041
 DS1041'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (JWC)
 DS1041'THE STATION IS ABOUT 33 MILES NORTH OF TRUTH OR CONSEQUENCES,
 DS1041'28 MILES SOUTHWEST OF SAN ANTONIO, 9-1/2 MILES WEST OF THE
 DS1041'ATCHISON TOPEKA AND SANTA FE RAILROAD, ON THE NORTHWEST SIDE
 DS1041'OF U.S. HIGHWAY 85.
 DS1041'
 DS1041'TO REACH THE STATION FROM THE POST OFFICE IN TRUTH OR
 DS1041'CONSEQUENCES, GO EAST ON JONES STREET FOR 1 BLOCK TO U.S.
 DS1041'HIGHWAY 85.  TURN LEFT AND GO NORTH ON U.S. HIGHWAY 85 FOR
 DS1041'13.8 MILES TO THE MONTICELLO CANYON BRIDGE, CONTINUE NORTH
 DS1041'FOR 17.8 MILES TO THE NOGAL CANYON BRIDGE, CONTINUE NORTHERLY
 DS1041'ON U.S. HIGHWAY 85 FOR 5.1 MILES TO THE BENCH MARK ON THE
 DS1041'RIGHT.  CONTINUE STRAIGHT AHEAD, NORTH ON U.S. HIGHWAY 85 FOR
 DS1041'1.15 MILES TO A DIM TRACK ROAD AND A GATE ON THE RIGHT.  PASS
 DS1041'THROUGH THE GATE AND GO EASTERLY FOR ABOUT 100 FEET TO A
 DS1041'TRACK ROAD ON THE RIGHT, TURN RIGHT AND GO SOUTHERLY ALONG
 DS1041'THE WEST SIDE OF A POWERLINE FOR 0.7 MILE TO THE STATION ON
 DS1041'THE RIGHT.
 DS1041'
 DS1041'THE STATION MARK IS A STANDARD DISK, STAMPED BOW 1966, SET
 DS1041'IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER,
 DS1041'THAT PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS 172 FEET
 DS1041'EAST OF U.S. HIGHWAY 85, 103 FEET NORTHEAST OF THE CENTER
 DS1041'OF A GATE IN THE EAST-WEST FENCE, 71 FEET EAST OF THE NORTH-SOUTH
 DS1041'FENCE AND 33 FEET WEST AND ABOUT 100 FEET BELOW THE CENTER
 DS1041'OF THE POWERLINE.
 DS1041'
 DS1041'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BOW NO 1 1966,
 DS1041'SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER,
 DS1041'THAT PROJECTS 6 INCHES ABOVE THE GROUND.  IT IS 101 FEET
 DS1041'EAST OF THE CENTERLINE OF U.S. HIGHWAY 85, 123 FEET NORTH
 DS1041'OF A FENCE CORNER, 1.7 FEET EAST OF A NORTH-SOUTH FENCE AND
 DS1041'ABOUT THE SAME ELEVATION AS THE STATION.
 DS1041'
 DS1041'BUREAU OF LAND MANAGEMENT MARK IS A STEEL DISK, STAMPED E T
 DS1041'SCOTT E W BURRIS BOU-LM 29-208 1954, FASTENED TO THE TOP OF
 DS1041'A 1 INCH IN DIAMETER GALVANIZED PIPE WHICH HAS BEEN REINFORCED
 DS1041'WITH CONCRETE AND PROJECTS 12 INCHES ABOVE THE GROUND.  IT
 DS1041'IS 123 FEET EAST OF THE CENTERLINE OF U.S. HIGHWAY 85, 24
 DS1041'FEET EAST OF A NORTH-SOUTH FENCE, 1.5 FEET SOUTH OF AN EAST-WEST
 DS1041'FENCE AND ABOUT 1 FOOT HIGHER IN ELEVATION THAN THE STATION.
 DS1041'
 DS1041'BENCH MARK K232 IS A STANDARD DISK, STAMPED K232 1950 SET
 DS1041'IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER,
 DS1041'THAT PROJECTS 6 INCHES ABOVE THE GROUND.  IT IS 98.5 FEET
 DS1041'EAST OF THE CENTERLINE OF U.S. HIGHWAY 85, 31 FEET NORTH OF
 DS1041'THE CENTER OF A CATTLE GUARD ON A GRAVELED ROAD, 3.5 FEET
 DS1041'SOUTH OF A WOODEN WITNESS POST AND 1.5 FEET WEST OF A
 DS1041'NORTH-SOUTH FENCE.
 DS1041
 DS1041                          STATION RECOVERY (1974)
 DS1041
 DS1041'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CWW)
 DS1041'STATION, REFERENCE MARKS AND AZIMUTH MARK RECOVERED IN GOOD
 DS1041'CONDITION.  DESCRIPTION TO REACH STATION IS ADEQUATE.
 DS1041
 DS1041                          STATION RECOVERY (1980)
 DS1041
 DS1041'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DS1041'47.4 KM SW FROM SAN ANTONIO.
 DS1041'0.2 KILOMETER (0.1 MILE) EAST ALONG U.S. HIGHWAY 380 FROM THE POST
 DS1041'OFFICE IN SAN ANTONIO, THENCE 47.2 KILOMETERS (29.3 MILES) SOUTH
 DS1041'ALONG STATE HIGHWAY 1, 0.6 KILOMETER (0.4 MILE) NORTH OF A GRAVEL ROAD
 DS1041'LEADING SOUTHWEST, 54.6 METERS (179.0 FEET) SOUTHWEST OF POWERLINE
 DS1041'POLE NUMBER 332, 52.1 METERS (170.9 FEET) SOUTHEAST OF THE CENTER LINE
 DS1041'OF THE HIGHWAY, 21.6 METERS (70.9 FEET) SOUTHEAST OF A FENCE AND
 DS1041'3.3 METERS (11.0 FEET) NORTHWEST OF THE CENTER OF A TRACK ROAD
 DS1041'PARALLELING THE POWER LINE.
 DS1041'THE MARK IS 1.5 METERS  W FROM A WITNESS POST.
 DS1041'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS1040 ***********************************************************************
 DS1040  DESIGNATION -  BOW RM 1
 DS1040  PID         -  DS1040
 DS1040  STATE/COUNTY-  NM/SOCORRO
 DS1040  USGS QUAD   -  BLACK HILL (1980)
 DS1040
 DS1040                         *CURRENT SURVEY CONTROL
 DS1040  ___________________________________________________________________
 DS1040* NAD 83(1986)-  33 36 04.     (N)    107 09 40.     (W)     SCALED    
 DS1040* NAVD 88     -      1505.238  (meters)    4938.44   (feet)  ADJUSTED  
 DS1040  ___________________________________________________________________
 DS1040  GEOID HEIGHT-         -22.82  (meters)                     GEOID03
 DS1040  DYNAMIC HT  -        1503.029 (meters)    4931.19  (feet)  COMP
 DS1040  MODELED GRAV-     979,116.6   (mgal)                       NAVD 88
 DS1040
 DS1040  VERT ORDER  -  FIRST     CLASS II
 DS1040
 DS1040.The horizontal coordinates were scaled from a topographic map and have
 DS1040.an estimated accuracy of +/- 6 seconds.
 DS1040
 DS1040.The orthometric height was determined by differential leveling
 DS1040.and adjusted by the National Geodetic Survey in June 1991..
 DS1040
 DS1040.The geoid height was determined by GEOID03.
 DS1040
 DS1040.The dynamic height is computed by dividing the NAVD 88
 DS1040.geopotential number by the normal gravity value computed on the
 DS1040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS1040.degrees latitude (g = 980.6199 gals.).
 DS1040
 DS1040.The modeled gravity was interpolated from observed gravity values.
 DS1040
 DS1040;                    North         East    Units  Estimated Accuracy
 DS1040;SPC NM C     -   288,790.      415,440.      MT  (+/- 180 meters Scaled)
 DS1040
 DS1040                          SUPERSEDED SURVEY CONTROL
 DS1040
 DS1040.No superseded survey control is available for this station.
 DS1040
 DS1040_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBT994200(NAD 83)
 DS1040_MARKER: DB = BENCH MARK DISK
 DS1040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS1040_SP_SET: CONCRETE POST
 DS1040_STAMPING: BOW NO 1 1966
 DS1040_PROJECTION: PROJECTING 10 CENTIMETERS
 DS1040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS1040+STABILITY: SURFACE MOTION
 DS1040
 DS1040  HISTORY     - Date     Condition        Report By
 DS1040  HISTORY     - 1966     MONUMENTED       CGS
 DS1040  HISTORY     - 1980     GOOD             NGS
 DS1040
 DS1040                          STATION DESCRIPTION
 DS1040
 DS1040'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 DS1040'47.4 KM SW FROM SAN ANTONIO.
 DS1040'0.2 KILOMETER (0.1 MILE) EAST ALONG U.S. HIGHWAY 380 FROM THE POST
 DS1040'OFFICE IN SAN ANTONIO, THENCE 47.2 KILOMETERS (29.3 MILES) SOUTH
 DS1040'ALONG STATE HIGHWAY 1, 0.6 KILOMETER (0.4 MILE) NORTH OF A GRAVEL
 DS1040'ROAD LEADING SOUTHEAST, 31.1 METERS (101.9 FEET) SOUTHEAST OF THE
 DS1040'CENTER LINE OF THE HIGHWAY, 23.4 METERS (76.9 FEET) NORTHWEST OF THE
 DS1040'STATION MARK AND 0.6 METER (1.9 FEET) SOUTHEAST OF A FENCE.
 DS1040'THE MARK IS 24.9 METERS  NW FROM A WITNESS POST.
 DS1040'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0712 ***********************************************************************
 DT0712  DESIGNATION -  BOX
 DT0712  PID         -  DT0712
 DT0712  STATE/COUNTY-  NM/CATRON
 DT0712  USGS QUAD   -  DILLON MOUNTAIN (1965)
 DT0712
 DT0712                         *CURRENT SURVEY CONTROL
 DT0712  ___________________________________________________________________
 DT0712* NAD 83(1992)-  33 47 38.45026(N)    108 48 58.40771(W)     ADJUSTED  
 DT0712* NAVD 88     -      2562.3    (meters)    8406.     (feet)  VERTCON   
 DT0712  ___________________________________________________________________
 DT0712  LAPLACE CORR-          -1.58  (seconds)                    DEFLEC99
 DT0712  GEOID HEIGHT-         -22.51  (meters)                     GEOID03
 DT0712
 DT0712  HORZ ORDER  -  FIRST
 DT0712
 DT0712.The horizontal coordinates were established by classical geodetic methods
 DT0712.and adjusted by the National Geodetic Survey in December 1993..
 DT0712
 DT0712.The NAVD 88 height was computed by applying the VERTCON shift value to
 DT0712.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DT0712
 DT0712.The Laplace correction was computed from DEFLEC99 derived deflections.
 DT0712
 DT0712.The geoid height was determined by GEOID03.
 DT0712
 DT0712;                    North         East     Units Scale Factor Converg.
 DT0712;SPC NM W     -   310,247.467   738,983.099   MT  1.00001876   -0 32 48.2
 DT0712;SPC NM W     - 1,017,870.23  2,424,480.38   sFT  1.00001876   -0 32 48.2
 DT0712;UTM  12      - 3,741,460.613   702,171.230   MT  1.00010390   +1 12 54.2
 DT0712
 DT0712!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DT0712!SPC NM W     -   0.99960145  x   1.00001876  =   0.99962020
 DT0712!UTM  12      -   0.99960145  x   1.00010390  =   0.99970531
 DT0712
 DT0712:                Primary Azimuth Mark                     Grid Az
 DT0712:SPC NM W     -  APACHE MTN SOUTH END                     056 09 15.1
 DT0712:UTM  12      -  APACHE MTN SOUTH END                     054 23 32.7
 DT0712
 DT0712|---------------------------------------------------------------------|
 DT0712| PID    Reference Object                     Distance      Geod. Az  |
 DT0712|                                                           dddmmss.s |
 DT0712| DT0703 APACHE MTN SOUTH END                APPROX.23.6 KM 0553626.9 |
 DT0712| CD1678 BOX RM 1                              8.052 METERS 06132     |
 DT0712| CD1679 BOX RM 2                              8.114 METERS 19634     |
 DT0712|---------------------------------------------------------------------|
 DT0712
 DT0712                          SUPERSEDED SURVEY CONTROL
 DT0712
 DT0712  NAD 83(1992)-  33 47 38.45039(N)    108 48 58.40792(W) AD(       ) 1
 DT0712  NAD 83(1986)-  33 47 38.44997(N)    108 48 58.40955(W) AD(       ) 1
 DT0712  NAD 27      -  33 47 38.26297(N)    108 48 56.17359(W) AD(       ) 1
 DT0712  NGVD 29 (07/19/86) 2561.3    (m)         8403.     (f) VERT ANG       
 DT0712
 DT0712.Superseded values are not recommended for survey control.
 DT0712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0712.See file dsdata.txt to determine how the superseded data were derived.
 DT0712
 DT0712_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYC0217141461(NAD 83)
 DT0712_MARKER: DD = SURVEY DISK
 DT0712_SETTING: 80 = SET IN A BOULDER
 DT0712_SP_SET: SET IN DRILL HOLE IN A BOULDER
 DT0712_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DT0712+STABILITY: SURFACE MOTION
 DT0712
 DT0712  HISTORY     - Date     Condition        Report By
 DT0712  HISTORY     - 1913     MONUMENTED       USGS
 DT0712  HISTORY     - 1915     GOOD             CGS
 DT0712  HISTORY     - 1966     GOOD             CGS
 DT0712
 DT0712                          STATION DESCRIPTION
 DT0712
 DT0712'DESCRIBED BY COAST AND GEODETIC SURVEY 1915
 DT0712'ON THE EAST END OF THE SAN FRANCISCO RANGE, LOCALLY KNOWN
 DT0712'AS THE SOUTH MOUNTAIN, ABOUT 8 MILES NORTH AND 3 MILES WEST
 DT0712'OF RESERVE.  IT IS IN THE NORTHWEST PART OF T. 6 S., R. 19 W.,
 DT0712'ABOUT 3 MILES SOUTHEAST OF THE JUNCTION OF RIO SAN FRANCISCO
 DT0712'AND THE S.A. CREEK, AND 1 MILE NORTHEAST ALONG THE RIDGE
 DT0712'FROM A POINT WHERE THE TRAIL FROM THE S.A. RANCH TO RESERVE
 DT0712'CROSSES THE SUMMIT.  THE STATION IS ABOUT 2 MILES SOUTHWEST
 DT0712'OF A POINT WHERE THE RIO SAN FRANCISCO GOES INTO A CANYON
 DT0712'LOCALLY KNOWN AS THE BOX FROM WHICH THE STATION DERIVES
 DT0712'ITS NAME.  THE STATION IS MARKED WITH A U.S. GEOLOGICAL
 DT0712'SURVEY STANDARD BRONZE TRIANGULATION TABLET SET IN SOLID
 DT0712'ROCK.
 DT0712
 DT0712                          STATION RECOVERY (1966)
 DT0712
 DT0712'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JWC)
 DT0712'THE STATION MARK WAS RECOVERED IN GOOD CONDITION.  REFERENCE
 DT0712'MARK 1 AND 2 WERE ESTABLISHED.  FOLLOWING IS A NEW COMPLETE
 DT0712'DESCRIPTION.
 DT0712'
 DT0712'THE STATION IS ABOUT 8-1/4 MILES EAST OF LUNA AND 6-1/2 MILES
 DT0712'NORTH-NORTHWEST OF RESERVE, ON THE SUMMIT OF A TIMBERED MOUNTAIN.
 DT0712'
 DT0712'TO REACH THE STATION FROM THE POST OFFICE IN LUNA, GO EAST
 DT0712'ON U.S. HIGHWAY 180 FOR 0.2 MILE TO A GRAVELED SIDE ROAD
 DT0712'LEFT AND SIGN BLUE KNIGHT GAP 16.  TURN SHARP LEFT AND GO
 DT0712'NORTH ON GRAVELED ROAD FOR 1.25 MILES TO A FORK.  TAKE THE
 DT0712'LEFT FORK AND GO NORTHWEST FOR 1.1 MILES TO A SIDE ROAD LEFT
 DT0712'AND SIGN UNDERWOOD LAKE 15 - JENKINS CREEK 18.  CONTINUE
 DT0712'NORTHERLY ON GRAVELED ROAD FOR 1.6 MILES TO A SIDE ROAD RIGHT
 DT0712'AND SIGN CENTER FIRE CREEK.  TURN RIGHT AND GO EASTERLY FOR
 DT0712'2.0 MILES TO A FORK AND SIGN SPUR RANCH - BIG SPRINGS.  TAKE
 DT0712'THE RIGHT FORK AND CONTINUE EASTERLY FOR 4.25 MILES TO A
 DT0712'FORK.  TAKE THE RIGHT FORK, PASSING THROUGH GATE, THEN LEFT
 DT0712'FOR 0.1 MILE.  TURN RIGHT, CROSSING RIVER AND PICK WAY
 DT0712'EASTERLY UP MOUNTAIN FOR 3.0 MILES TO A SADDLE AND END OF TRUCK
 DT0712'TRAVEL.  FROM HERE PACK EASTERLY AND NORTHERLY UP TRAIL FOR
 DT0712'ABOUT 45 MINUTES TO THE TOP OF THE HILL AND STATION.
 DT0712'
 DT0712'STATION MARK IS A BRONZE DISK OF THE U.S. GEOLOGICAL SURVEY,
 DT0712'STAMPED BOX 1915 ET 1965, CEMENTED IN A DRILL HOLE IN A 2 X 3
 DT0712'FOOT BOULDER, THAT PROJECTS 10 INCHES ABOVE THE GROUND.
 DT0712'
 DT0712'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BOX USGS NO 1 1935
 DT0712'1966, CEMENTED IN A DRILL HOLE IN A 2 X 2 FOOT BOULDER, THAT
 DT0712'PROJECTS 12 INCHES ABOVE THE GROUND.  IT IS ABOUT 1 FOOT LOWER
 DT0712'THAN THE STATION.
 DT0712'
 DT0712'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BOX USGS NO 2
 DT0712'1935 1966, CEMENTED IN A DRILL HOLE IN A 2 X 4 FOOT BOULDER,
 DT0712'THAT PROJECTS 10 INCHES ABOVE THE GROUND.  IT IS ABOUT 2 FEET
 DT0712'LOWER THAN THE STATION.
 DT0712'
 DT0712'UNABLE TO MEASURE BETWEEN REFERENCE MARKS.
 DT0712'
 DT0712'NO SUITABLE LOCATION FOR AN AZIMUTH MARK.
 DT0712'
 DT0712'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6-1/2 MILES
 DT0712'NORTH-NORTHWEST OF RESERVE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0816 ***********************************************************************
 CW0816  DESIGNATION -  BOX
 CW0816  PID         -  CW0816
 CW0816  STATE/COUNTY-  NM/OTERO
 CW0816  USGS QUAD   -  ALGERITA CANYON (1979)
 CW0816
 CW0816                         *CURRENT SURVEY CONTROL
 CW0816  ___________________________________________________________________
 CW0816* NAD 83(1992)-  32 20 47.52975(N)    104 58 43.59388(W)     ADJUSTED  
 CW0816* NAVD 88     -      1946.     (meters)    6385.     (feet)  VERTCON   
 CW0816  ___________________________________________________________________
 CW0816  LAPLACE CORR-           2.01  (seconds)                    DEFLEC99
 CW0816  GEOID HEIGHT-         -22.01  (meters)                     GEOID03
 CW0816
 CW0816  HORZ ORDER  -  THIRD
 CW0816
 CW0816.The horizontal coordinates were established by classical geodetic methods
 CW0816.and adjusted by the National Geodetic Survey in December 1993..
 CW0816
 CW0816.The NAVD 88 height was computed by applying the VERTCON shift value to
 CW0816.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CW0816
 CW0816.The Laplace correction was computed from DEFLEC99 derived deflections.
 CW0816
 CW0816.The geoid height was determined by GEOID03.
 CW0816
 CW0816;                    North         East     Units Scale Factor Converg.
 CW0816;SPC NM C     -   150,000.819   619,660.218   MT  1.00007652   +0 40 48.8
 CW0816;SPC NM C     -   492,127.69  2,033,001.90   sFT  1.00007652   +0 40 48.8
 CW0816;UTM  13      - 3,578,847.849   501,997.136   MT  0.99960005   +0 00 40.9
 CW0816
 CW0816!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CW0816!SPC NM C     -   0.99969805  x   1.00007652  =   0.99977455
 CW0816!UTM  13      -   0.99969805  x   0.99960005  =   0.99929822
 CW0816
 CW0816:                Primary Azimuth Mark                     Grid Az
 CW0816:SPC NM C     -  ARROW                                    138 51 03.9
 CW0816:UTM  13      -  ARROW                                    139 31 11.8
 CW0816
 CW0816|---------------------------------------------------------------------|
 CW0816| PID    Reference Object                     Distance      Geod. Az  |
 CW0816|                                                           dddmmss.s |
 CW0816| CW0815 ARROW                               APPROX. 2.3 KM 1393152.7 |
 CW0816|---------------------------------------------------------------------|
 CW0816
 CW0816                          SUPERSEDED SURVEY CONTROL
 CW0816
 CW0816  NAD 83(1986)-  32 20 47.53355(N)    104 58 43.59257(W) AD(       ) 3
 CW0816  NAD 27      -  32 20 47.13073(N)    104 58 41.72758(W) AD(       ) 3
 CW0816  NGVD 29 (07/19/86) 1945.     (m)         6381.     (f) VERT ANG       
 CW0816
 CW0816.Superseded values are not recommended for survey control.
 CW0816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0816.See file dsdata.txt to determine how the superseded data were derived.
 CW0816
 CW0816_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SER0199778848(NAD 83)
 CW0816
 CW0816  HISTORY     - Date     Condition        Report By
 CW0816  HISTORY     - 1942     MONUMENTED       USGS
 CW0816  HISTORY     - 1963     GOOD             USGS
 CW0816
 CW0816                          STATION DESCRIPTION
 CW0816
 CW0816'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 CW0816'QUEEN POST OFFICE, 25.0 MI. BY RD. NW. OF, ON HEAD OF NORTH FORK OF
 CW0816'INDIAN CREEK, 1.0 MI. WNW. OF INDIAN CREEK RANGER STATION, ON THE
 CW0816'HIGHEST POINT OF GUADALUPE MOUNTAIN RIM, BETWEEN LITTLE DOG CREEK AND
 CW0816'THE HEAD OF INDIAN CREEK, ON THE MOST WESTERN POINT OF TIMBERED RIDGE
 CW0816'ON S. SIDE OF INDIAN CREEK.
 CW0816'
 CW0816'TO REACH STATION FROM QUEEN POST OFFICE, TAKE MAIN RD. W. ABOUT 4 MI.
 CW0816'TO RD. FORKS, THEN TAKE RANGER RD. NW. TO INDIAN TANK AND INDIAN
 CW0816'RANGER STATION, TAKE FIRST DRAW TO LEFT ABOVE RANGER STATION, THENCE
 CW0816'TO POINT OF FIRST RIDGE ON LEFT, AND TO STATION.  COMING IN FROM THE
 CW0816'N. VIA BULLIS SPRING, SARGENT WATER TANK, AND BATES RANCH, PROCEED TO
 CW0816'INDIAN RANGER STATION AND THENCE FOLLOW FORMER ROUTE TO STATION.
 CW0816'
 CW0816'STATION MARK--BRONZE TABLET, CEMENTED IN ROCK.
 CW0816'
 CW0816'REFERENCE MARK NO. 1--CROSS CUT IN ROCK, DISTANT 20 FT.,
 CW0816'N 15 DEG 40 MIN W.
 CW0816'
 CW0816'REFERENCE MARK NO. 2--CROSS CUT IN ROCK, DISTANT 15 FT.,
 CW0816'S 82 DEG 42 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0698 ***********************************************************************
 EO0698  DESIGNATION -  BOXCAR ET
 EO0698  PID         -  EO0698
 EO0698  STATE/COUNTY-  NM/CURRY
 EO0698  USGS QUAD   -  WEBER CITY (1987)
 EO0698
 EO0698                         *CURRENT SURVEY CONTROL
 EO0698  ___________________________________________________________________
 EO0698* NAD 83(1992)-  34 41 31.43956(N)    103 39 57.85716(W)     ADJUSTED  
 EO0698* NAVD 88     -      1458.0    (meters)    4783.     (feet)  VERTCON   
 EO0698  ___________________________________________________________________
 EO0698  LAPLACE CORR-          -0.26  (seconds)                    DEFLEC99
 EO0698  GEOID HEIGHT-         -23.40  (meters)                     GEOID03
 EO0698
 EO0698  HORZ ORDER  -  SECOND
 EO0698
 EO0698.The horizontal coordinates were established by classical geodetic methods
 EO0698.and adjusted by the National Geodetic Survey in December 1993..
 EO0698
 EO0698.The NAVD 88 height was computed by applying the VERTCON shift value to
 EO0698.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EO0698
 EO0698.The Laplace correction was computed from DEFLEC99 derived deflections.
 EO0698
 EO0698.The geoid height was determined by GEOID03.
 EO0698
 EO0698;                    North         East     Units Scale Factor Converg.
 EO0698;SPC NM E     -   409,622.529   226,135.366   MT  0.99995514   +0 22 47.3
 EO0698;SPC NM E     - 1,343,903.25    741,912.45   sFT  0.99995514   +0 22 47.3
 EO0698;UTM  13      - 3,839,704.881   622,181.355   MT  0.99978400   +0 45 33.6
 EO0698
 EO0698!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EO0698!SPC NM E     -   0.99977486  x   0.99995514  =   0.99973001
 EO0698!UTM  13      -   0.99977486  x   0.99978400  =   0.99955891
 EO0698
 EO0698|---------------------------------------------------------------------|
 EO0698| PID    Reference Object                     Distance      Geod. Az  |
 EO0698|                                                           dddmmss.s |
 EO0698| CJ6697 BOXCAR ET RM 1                       30.192 METERS 00628     |
 EO0698| CJ6698 BOXCAR ET RM 2                       29.600 METERS 09707     |
 EO0698| EO0699 MCALISTER ET                        APPROX.10.2 KM 2791256.7 |
 EO0698|---------------------------------------------------------------------|
 EO0698
 EO0698                          SUPERSEDED SURVEY CONTROL
 EO0698
 EO0698  NAD 83(1986)-  34 41 31.44140(N)    103 39 57.84461(W) AD(       ) 2
 EO0698  NAD 27      -  34 41 31.19475(N)    103 39 55.98644(W) AD(       ) 2
 EO0698  NGVD 29 (07/19/86) 1457.3    (m)         4781.     (f) VERT ANG       
 EO0698
 EO0698.Superseded values are not recommended for survey control.
 EO0698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0698.See file dsdata.txt to determine how the superseded data were derived.
 EO0698
 EO0698_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFU2218139705(NAD 83)
 EO0698_MARKER: DD = SURVEY DISK
 EO0698_SETTING: 0 = UNSPECIFIED SETTING
 EO0698
 EO0698  HISTORY     - Date     Condition        Report By
 EO0698  HISTORY     - 1970     MONUMENTED       USGS
 EO0698
 EO0698                          STATION DESCRIPTION
 EO0698
 EO0698'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (HH)
 EO0698'STATION IS LOCATED EAST ABOUT 6.2 MILES AIRLINE FROM MCALISTER,
 EO0698'NEW MEXICO.  SOUTH 26 DEG EAST ABOUT 10 MILES AIRLINE FROM RAGLAND,
 EO0698'NEW MEXICO.  49 FEET SOUTH OF HIGHWAY.  10 FEET NORTH OF
 EO0698'RIGHT-OF-WAY FENCE.  5 FEET EAST OF A USGS WITNESS SIGN MOUNTED ON A
 EO0698'METAL POST.
 EO0698'
 EO0698'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 86 AND 312
 EO0698'IN MCALISTER, GO EAST ON STATE HIGHWAY 312 FOR 6.2 MILES TO STATION
 EO0698'SITE.
 EO0698'
 EO0698'STATION MARK IS A USGS BRONZE TABLET SOLDERED TO A COPPER COATED
 EO0698'STEEL ROD DRIVEN TO A DEPTH OF 10 FEET, CENTERED IN AN ORANGEBURG
 EO0698'TILE, 6 INCHES IN DIAMETER, 12 INCHES LONG, FILLED WITH GRAVEL.
 EO0698'THE TABLET IS FLUSH WITH GROUND AND STAMPED BOXCAR ET 1970.
 EO0698'
 EO0698'REFERENCE MARK NO. 1 IS A USGS BRONZE REFERENCE MARK TABLET SOLDERED
 EO0698'TO A COPPER COATED STEEL ROD DRIVEN TO A DEPTH OF 10 FEET, CENTERED
 EO0698'IN AN ORANGEBURG TILE, 6 INCHES IN DIAMETER, 12 INCHES LONG, FILLED
 EO0698'WITH GRAVEL.  THE TABLET IS FLUSH WITH THE GROUND AND STAMPED
 EO0698'BOXCAR ET NO. 1 1970.
 EO0698'
 EO0698'REFERENCE MARK NO. 2 IS A USGS BRONZE REFERENCE MARK TABLET SOLDERED
 EO0698'TO A COPPER COATED STEEL ROD DRIVEN TO A DEPTH OF 10 FEET CENTERED
 EO0698'IN AN ORANGEBURG TILE, 6 INCHES IN DIAMETER, 12 INCHES LONG.
 EO0698'FILLED WITH GRAVEL.  THE TABLET IS FLUSH WITH THE GROUND AND
 EO0698'STAMPED BOXCAR ET NO. 2 1970.
 EO0698'
 EO0698'STATION MCALISTER ET 1970 IS VISIBLE FROM THE GROUND AT THIS STATION
 EO0698'AND WILL SERVE AS THE AZIMUTH MARK.
 EO0698'
 EO0698'ALL OBSERVATIONS WERE MADE FROM A STANDARD TRIPOD.
 EO0698'
 EO0698'LIGHT AT STATION PHONE USC AND GS 1935 WAS ELEVATED ABOUT 18 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0264 ***********************************************************************
 DS0264  DESIGNATION -  BOYD
 DS0264  PID         -  DS0264
 DS0264  STATE/COUNTY-  NM/SOCORRO
 DS0264  USGS QUAD   -  RED CANYON (1982)
 DS0264
 DS0264                         *CURRENT SURVEY CONTROL
 DS0264  ___________________________________________________________________
 DS0264* NAD 83(1992)-  33 42 40.37374(N)    106 11 17.43400(W)     ADJUSTED  
 DS0264* NAVD 88     -      1735.478  (meters)    5693.81   (feet)  ADJUSTED  
 DS0264  ___________________________________________________________________
 DS0264  LAPLACE CORR-           1.96  (seconds)                    DEFLEC99
 DS0264  GEOID HEIGHT-         -21.11  (meters)                     GEOID03
 DS0264  DYNAMIC HT  -        1732.912 (meters)    5685.40  (feet)  COMP
 DS0264  MODELED GRAV-     979,096.0   (mgal)                       NAVD 88
 DS0264
 DS0264  HORZ ORDER  -  SECOND
 DS0264  VERT ORDER  -  SECOND    CLASS 0
 DS0264
 DS0264.The horizontal coordinates were established by classical geodetic methods
 DS0264.and adjusted by the National Geodetic Survey in December 1993..
 DS0264
 DS0264.The orthometric height was determined by differential leveling
 DS0264.and adjusted by the National Geodetic Survey in June 1991..
 DS0264
 DS0264.The Laplace correction was computed from DEFLEC99 derived deflections.
 DS0264
 DS0264.The geoid height was determined by GEOID03.
 DS0264
 DS0264.The dynamic height is computed by dividing the NAVD 88
 DS0264.geopotential number by the normal gravity value computed on the
 DS0264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0264.degrees latitude (g = 980.6199 gals.).
 DS0264
 DS0264.The modeled gravity was interpolated from observed gravity values.
 DS0264
 DS0264;                    North         East     Units Scale Factor Converg.
 DS0264;SPC NM C     -   300,626.792   505,730.269   MT  0.99990040   +0 02 03.5
 DS0264;SPC NM C     -   986,306.40  1,659,216.72   sFT  0.99990040   +0 02 03.5
 DS0264;UTM  13      - 3,730,770.458   389,901.542   MT  0.99974944   -0 39 34.2
 DS0264
 DS0264!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS0264!SPC NM C     -   0.99973094  x   0.99990040  =   0.99963136
 DS0264!UTM  13      -   0.99973094  x   0.99974944  =   0.99948044
 DS0264
 DS0264|---------------------------------------------------------------------|
 DS0264| PID    Reference Object                     Distance      Geod. Az  |
 DS0264|                                                           dddmmss.s |
 DS0264| DS0263 BOYD RM 1                             4.927 METERS 03609     |
 DS0264| DS0262 BOYD RM 2                             6.629 METERS 11133     |
 DS0264| DS0258 FOSSIL                              APPROX. 2.2 KM 3042059.7 |
 DS0264|---------------------------------------------------------------------|
 DS0264
 DS0264                          SUPERSEDED SURVEY CONTROL
 DS0264
 DS0264  NAD 83(1986)-  33 42 40.38073(N)    106 11 17.43644(W) AD(       ) 2
 DS0264  NAD 27      -  33 42 40.11538(N)    106 11 15.44202(W) AD(       ) 2
 DS0264  NGVD 29 (??/??/92) 1734.722  (m)         5691.33   (f) ADJ UNCH    2 0
 DS0264
 DS0264.Superseded values are not recommended for survey control.
 DS0264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0264.See file dsdata.txt to determine how the superseded data were derived.
 DS0264
 DS0264_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT8990230770(NAD 83)
 DS0264_MARKER: DS = TRIANGULATION STATION DISK
 DS0264_SETTING: 66 = SET IN ROCK OUTCROP
 DS0264_SP_SET: OUTCROP
 DS0264_STAMPING: BOYD 1966
 DS0264_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DS0264+STABILITY: POSITION/ELEVATION WELL
 DS0264
 DS0264  HISTORY     - Date     Condition        Report By
 DS0264  HISTORY     - 1967     MONUMENTED       CGS
 DS0264  HISTORY     - 1969     GOOD             CGS
 DS0264  HISTORY     - 1969     GOOD             NGS
 DS0264
 DS0264                          STATION DESCRIPTION
 DS0264
 DS0264'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (JWC)
 DS0264'THE STATION IS ABOUT 28-1/2 MILES NORTH-NORTHWEST OF THREE RIVERS,
 DS0264'19-1/4 MILES WEST-NORTHWEST OF CARRIZZO AND 9 MILES EAST-NORTHEAST
 DS0264'OF THE OSCURA RANGE CENTER, NEAR THE NORTH END OF A PROMINENT
 DS0264'KNOLL.
 DS0264'
 DS0264'TO REACH THE STATION FROM THE POST OFFICE IN THREE RIVERS, GO NORTH
 DS0264'ON U. S. HIGHWAY 54 FOR 11.2 MILES TO A GRAVELED SIDE ROAD LEFT AT
 DS0264'THE SETTLEMENT OF OSCURO.  TURN LEFT AND GO WESTERLY ON MAIN
 DS0264'TRAVELED ROAD FOR 6.3 MILES TO A LOCKED GATE.  PASS THROUGH GATE AND
 DS0264'CONTINUE WEST FOR 0.85 MILE TO A SIDE ROAD RIGHT AT A GUARD SHACK.
 DS0264'TURN RIGHT AND GO NORTH ON ROAD NUMBER 11 FOR 7.3 MILES TO A
 DS0264'SIDE ROAD LEFT.  CONTINUE NORTHERLY ON MAIN TRAVELED ROAD FOR
 DS0264'4.35 MILES TO A FORK.  TAKE THE LEFT FORK AND CONTINUE NORTHERLY
 DS0264'FOR 2.75 MILES TO AN OLD AMMUNITION DUMP ON THE LEFT.  CONTINUE
 DS0264'NORTH FOR 0.1 MILE, AT THIS POINT TURN RIGHT AND GO EAST AND
 DS0264'NORTHEAST CROSS COUNTRY FOR 0.25 MILE TO THE NORTH END OF THE KNOLL
 DS0264'AND THE STATION.
 DS0264'
 DS0264'STATION MARK IS A STANDARD DISK, STAMPED BOYD 1966, CEMENTED IN A
 DS0264'DRILL HOLE IN A 1 X 2 FOOT ROCK OUTCROP, THAT PROJECTS 3 INCHES
 DS0264'ABOVE THE GROUND.  IT IS 57 FEET WEST OF THE EAST EDGE OF THE HILL,
 DS0264'17 FEET SOUTH OF THE NORTH EDGE OF THE HILL AND 10 FEET WEST OF A 3
 DS0264'FOOT HIGH CAIRN.
 DS0264'
 DS0264'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BOYD NO 1 1966, CEMENTED
 DS0264'IN A DRILL HOLE IN A 3 X 6 FOOT ROCK OUTCROP, THAT IS FLUSH WITH THE
 DS0264'GROUND.  IT IS 11 FEET NORTHEAST OF THE CAIRN, 8 FEET SOUTH OF THE
 DS0264'NORTH EDGE OF THE HILL, 1 FOOT NORTHWEST OF A 2 INCH IRON PIPE AND
 DS0264'ABOUT THE SAME ELEVATION AS THE STATION.
 DS0264'
 DS0264'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BOYD NO 2 1966, CEMENTED
 DS0264'IN A DRILL HOLE IN A 3 X 3 FOOT ROCK OUTCROP, THAT PROJECTS 1 INCH
 DS0264'ABOVE THE GROUND.  IT IS 14 FEET SOUTHEAST OF THE CAIRN AND ABOUT
 DS0264'1 FOOT LOWER THAN THE STATION.
 DS0264'
 DS0264'TRIANGULATION STATION FOSSIL (WSPG) WILL SERVE FOR AN AZIMUTH MARK.
 DS0264
 DS0264                          STATION RECOVERY (1969)
 DS0264
 DS0264'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JGC)
 DS0264'THE STATION MARK, STAMPED BOYD 1966, IS ABOUT 7.05 MILES NORTHWEST
 DS0264'ALONG WHITE SAND MISSILE RANGE ROUTE 12 FROM THE STORE AT OSCURO,
 DS0264'THENCE 11.8 MILES NORTH ALONG WHITE SANDS MISSILE RANGE ROUTE 11,
 DS0264'THENCE 2.8 MILES NORTHWEST ALONG ROAD NUMBER 334, THENCE 0.35 MILE
 DS0264'NORTH CROSS-COUNTRY TO THE TOP OF A RIDGE, SET IN THE TOP OF A
 DS0264'ROCK OUTCROP WHICH IS 15 FEET SOUTHEAST OF THE NORTHWEST EDGE OF
 DS0264'THE RIDGE, 9-1/2 FEET SOUTHWEST OF A CAIRN, 21.8 FEET WEST OF RM 2,
 DS0264'16.2 FEET SOUTHWEST OF RM 1, AND ABOUT LEVEL WITH THE TOP OF THE
 DS0264'RIDGE.
 DS0264'
 DS0264'RM 1, STAMPED BOYD NO 1 1966, IS 16.2 FEET NORTHEAST OF THE STATION
 DS0264'MARK, SET IN THE TOP OF A ROCK OUTCROP WHICH IS 9 FEET SOUTHEAST OF
 DS0264'THE NORTHWEST EDGE OF THE RIDGE, 11 FEET NORTH OF A CAIRN, 0.4 FOOT
 DS0264'EAST OF A METAL WITNESS POST, AND ABOUT LEVEL WITH THE TOP OF THE
 DS0264'RIDGE.
 DS0264'
 DS0264'RM 2, STAMPED BOYD NO 2 1966, IS 21.8 FEET EAST OF THE STATION MARK,
 DS0264'SET IN THE TOP OF A ROCK OUTCROP WHICH IS LEVEL WITH THE SURFACE OF
 DS0264'THE GROUND, 13 FEET SOUTHEAST OF A CAIRN, AND ABOUT 3 FEET BELOW
 DS0264'THE LEVEL OF THE STATION.
 DS0264'
 DS0264'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--22.0 MILES
 DS0264'NORTHWEST
 DS0264
 DS0264                          STATION RECOVERY (1969)
 DS0264
 DS0264'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 DS0264'22.0 MI NW FROM OSCURO.
 DS0264'ABOUT 7.05 MILES NORTHWEST ALONG WHITE SANDS MISSILE RANGE ROUTE 12
 DS0264'FROM THE STORE AT OSCURO, THENCE 11.8 MILES NORTH ALONG WHITE SANDS
 DS0264'MISSILE RANGE ROUTE 11, THENCE 2.8 MILES NORTHWEST ALONG ROAD NUMBER
 DS0264'334, THENCE 0.35 MILE NORTH CROSS-COUNTRY TO THE TOP OF A RIDGE, SET
 DS0264'IN THE TOP OF A ROCK OUTCROP WHICH IS 15 FEET SOUTHEAST OF THE OF THE
 DS0264'NORTHWEST EDGE OF THE RIDGE, 9 1/2 FEET SOUTHWEST OF A CAIRN, 21.8
 DS0264'FEET WEST OF BOYD RM 2, 16.2 FEET SOUTHWEST OF BOYD RM 1, AND ABOUT
 DS0264'LEVEL WITH THE TOP OF THE RIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0657 ***********************************************************************
 DT0657  DESIGNATION -  BOYD
 DT0657  PID         -  DT0657
 DT0657  STATE/COUNTY-  NM/CATRON
 DT0657  USGS QUAD   -  O BAR O CANYON EAST (1981)
 DT0657
 DT0657                         *CURRENT SURVEY CONTROL
 DT0657  ___________________________________________________________________
 DT0657* NAD 83(1992)-  33 37 27.64967(N)    108 13 36.49681(W)     ADJUSTED  
 DT0657* NAVD 88     -      2368.5    (meters)    7771.     (feet)  VERTCON   
 DT0657  ___________________________________________________________________
 DT0657  LAPLACE CORR-           0.17  (seconds)                    DEFLEC99
 DT0657  GEOID HEIGHT-         -22.19  (meters)                     GEOID03
 DT0657
 DT0657  HORZ ORDER  -  THIRD
 DT0657
 DT0657.The horizontal coordinates were established by classical geodetic methods
 DT0657.and adjusted by the National Geodetic Survey in December 1993..
 DT0657
 DT0657.The NAVD 88 height was computed by applying the VERTCON shift value to
 DT0657.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DT0657
 DT0657.The Laplace correction was computed from DEFLEC99 derived deflections.
 DT0657
 DT0657.The geoid height was determined by GEOID03.
 DT0657
 DT0657;                    North         East     Units Scale Factor Converg.
 DT0657;SPC NM W     -   291,065.241   793,492.935   MT  0.99993309   -0 13 04.4
 DT0657;SPC NM W     -   954,936.54  2,603,318.07   sFT  0.99993309   -0 13 04.4
 DT0657;UTM  12      - 3,723,954.768   757,259.537   MT  1.00041600   +1 32 11.4
 DT0657
 DT0657!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DT0657!SPC NM W     -   0.99963178  x   0.99993309  =   0.99956490
 DT0657!UTM  12      -   0.99963178  x   1.00041600  =   1.00004763
 DT0657
 DT0657|---------------------------------------------------------------------|
 DT0657| PID    Reference Object                     Distance      Geod. Az  |
 DT0657|                                                           dddmmss.s |
 DT0657| CD1681 BOYD RM 1                            15.810 METERS 07609     |
 DT0657| CD1680 BOYD AZ MK                                         2993419.9 |
 DT0657| CD1682 BOYD RM 2                             5.641 METERS 30013     |
 DT0657|---------------------------------------------------------------------|
 DT0657
 DT0657                          SUPERSEDED SURVEY CONTROL
 DT0657
 DT0657  NAD 83(1986)-  33 37 27.65195(N)    108 13 36.49952(W) AD(       ) 3
 DT0657  NAD 27      -  33 37 27.43634(N)    108 13 34.29988(W) AD(       ) 3
 DT0657  NGVD 29 (07/19/86) 2367.5    (m)         7767.     (f) VERT ANG       
 DT0657
 DT0657.Superseded values are not recommended for survey control.
 DT0657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0657.See file dsdata.txt to determine how the superseded data were derived.
 DT0657
 DT0657_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYC5726023955(NAD 83)
 DT0657_MARKER: DS = TRIANGULATION STATION DISK
 DT0657_SETTING: 80 = SET IN A BOULDER
 DT0657_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 DT0657
 DT0657  HISTORY     - Date     Condition        Report By
 DT0657  HISTORY     - 1966     MONUMENTED       CGS
 DT0657
 DT0657                          STATION DESCRIPTION
 DT0657
 DT0657'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (JWC)
 DT0657'THE STATION IS ABOUT 39 MILES EAST-SOUTHEAST OF RESERVE, 29
 DT0657'MILES NORTH OF THE CATRON-GRANT COUNTY LINE AND 13 MILES
 DT0657'NORTH-NORTHWEST OF BEAVERHEAD.  IT IS NEAR THE EAST EDGE OF THE
 DT0657'GILA NATIONAL FOREST, ON THE CREST OF A LOW GRASS AND BRUSH
 DT0657'COVERED RIDGE.
 DT0657'
 DT0657'TO REACH THE STATION FROM THE ENTRANCE TO THE NEW BEAVERHEAD
 DT0657'RANGER STATION, GO NORTH ON THE GRAVELED ROAD FOR 0.45 MILES
 DT0657'TO THE ENTRANCE TO THE OLD BEAVERHEAD RANGER STATION ON THE
 DT0657'RIGHT, CONTINUE NORTHERLY ON GRAVELED ROAD FOR 6.55 MILES TO
 DT0657'A FORK AND A SIGN WITH ARROWS POINTING TO THE LEFT FORK (BURSUM
 DT0657'ROAD-WILLOW CREEK), TAKE LEFT FORK AND GO NORTH AND NORTHWEST
 DT0657'ON THE GRAVELED ROAD FOR 2.1 MILES TO A REVERSE FORK, CONTINUE
 DT0657'STRAIGHT AHEAD, WESTERLY FOR 0.6 MILE TO A 5-WAY INTERSECTION,
 DT0657'TURN RIGHT AT A SIGN (Y-RANCH ROAD) AND GO NORTH-NORTHWEST ON
 DT0657'A GRAVELED ROAD FOR 8.8 MILES TO A FORK, KEEP RIGHT FORK AND
 DT0657'GO NORTH, PASSING THROUGH A CATTLE GUARD FOR 0.3 MILE TO A FORK, KEEP
 DT0657'THE RIGHT FORK AND GO EAST FOR 0.2 MILE TO A REVERSE FORK,
 DT0657'(THIS ROAD LEADS NORTH AND GOES TO THE BOYD RANCH HOUSE),
 DT0657'CONTINUE SOUTHEAST ON THE TRACK ROAD FOR 0.45 MILE TO WITHIN
 DT0657'ABOUT 50 YARDS OF A FENCE AND A GATE, AT THIS POINT TURN
 DT0657'RIGHT AND PICK WAY SOUTH UP THE SLOPE TO THE CREST OF A LOW
 DT0657'RIDGE AND A FENCELINE FOR 0.1 MILE, TURN RIGHT AND GO WESTERLY
 DT0657'ALONG THE RIDGE FOR 0.2 MILE TO THE AZIMUTH MARK ON THE RIGHT
 DT0657'AND THE FENCELINE ON THE LEFT.  CONTINUE WEST ALONG THE
 DT0657'FENCE FOR 0.3 MILE TO THE HIGHEST POINT ON THE RIDGE AND
 DT0657'THE STATION.
 DT0657'
 DT0657'THE STATION MARK IS A STANDARD DISK, STAMPED BOYD 1966, CEMENTED
 DT0657'IN A DRILL HOLE, IN A 2 X 2 FOOT BOULDER, THAT PROJECTS 6 INCHES
 DT0657'ABOVE THE GROUND.  IT IS 153 FEET SOUTH OF A PINE TREE WITH A
 DT0657'TRIANGULAR BLAZE AND 12 FEET NORTH OF AN EAST-WEST FENCE.
 DT0657'
 DT0657'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BOYD NO 1 1966,
 DT0657'CEMENTED IN A DRILL HOLE, IN A 2 X 2 FOOT ROCK OUTCROP, THAT
 DT0657'PROJECTS 6 INCHES ABOVE THE GROUND.  IT IS 139.5 FEET SOUTH
 DT0657'OF THE PINE TREE, 32.5 FEET NORTH OF THE EAST-WEST FENCE AND
 DT0657'ABOUT THE SAME ELEVATION AS THE STATION.
 DT0657'
 DT0657'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BOYD NO 2 1966,
 DT0657'CEMENTED IN A DRILL HOLE, IN A 2 X 1 FOOT ROCK OUTCROP, THAT
 DT0657'PROJECTS 10 INCHES ABOVE THE GROUND.  IT IS 147.5 FEET SOUTHWEST
 DT0657'OF THE TREE, 22 FEET NORTH OF THE EAST-WEST FENCE AND ABOUT
 DT0657'THE SAME ELEVATION AS THE STATION.
 DT0657'
 DT0657'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED BOYD 1966 CEMENTED
 DT0657'IN A DRILL HOLE, IN A 2 X 2 FOOT ROCK OUTCROP, THAT PROJECTS
 DT0657'8 INCHES ABOVE THE GROUND.  IT IS 60.0 FEET NORTH OF AN EAST-WEST
 DT0657'FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0672 ***********************************************************************
 EO0672  DESIGNATION -  BOYD
 EO0672  PID         -  EO0672
 EO0672  STATE/COUNTY-  NM/ROOSEVELT
 EO0672  USGS QUAD   -  PORTALES SE (1985)
 EO0672
 EO0672                         *CURRENT SURVEY CONTROL
 EO0672  ___________________________________________________________________
 EO0672* NAD 83(1992)-  34 04 10.90152(N)    103 18 15.46346(W)     ADJUSTED  
 EO0672* NAVD 88     -      1259.9    (meters)    4134.     (feet)  VERTCON   
 EO0672  ___________________________________________________________________
 EO0672  LAPLACE CORR-          -1.29  (seconds)                    DEFLEC99
 EO0672  GEOID HEIGHT-         -22.73  (meters)                     GEOID03
 EO0672
 EO0672  HORZ ORDER  -  SECOND
 EO0672
 EO0672.The horizontal coordinates were established by classical geodetic methods
 EO0672.and adjusted by the National Geodetic Survey in December 1993..
 EO0672
 EO0672.The NAVD 88 height was computed by applying the VERTCON shift value to
 EO0672.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EO0672
 EO0672.The Laplace correction was computed from DEFLEC99 derived deflections.
 EO0672
 EO0672.The geoid height was determined by GEOID03.
 EO0672
 EO0672;                    North         East     Units Scale Factor Converg.
 EO0672;SPC NM E     -   340,864.792   259,983.020   MT  1.00002027   +0 34 35.4
 EO0672;SPC NM E     - 1,118,320.57    852,960.96   sFT  1.00002027   +0 34 35.4
 EO0672;UTM  13      - 3,771,181.017   656,475.214   MT  0.99990183   +0 57 00.5
 EO0672
 EO0672!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EO0672!SPC NM E     -   0.99980582  x   1.00002027  =   0.99982609
 EO0672!UTM  13      -   0.99980582  x   0.99990183  =   0.99970767
 EO0672
 EO0672:                Primary Azimuth Mark                     Grid Az
 EO0672:SPC NM E     -  BOYD AZ MK                               084 46 55.1
 EO0672:UTM  13      -  BOYD AZ MK                               084 24 30.0
 EO0672
 EO0672|---------------------------------------------------------------------|
 EO0672| PID    Reference Object                     Distance      Geod. Az  |
 EO0672|                                                           dddmmss.s |
 EO0672| CJ6702 BOYD AZ MK                                         0852130.5 |
 EO0672| CJ6704 BOYD RM 2                            22.065 METERS 11242     |
 EO0672| CJ6703 BOYD RM 1                            19.029 METERS 34809     |
 EO0672|---------------------------------------------------------------------|
 EO0672
 EO0672                          SUPERSEDED SURVEY CONTROL
 EO0672
 EO0672  NAD 83(1986)-  34 04 10.90960(N)    103 18 15.45766(W) AD(       ) 2
 EO0672  NAD 27      -  34 04 10.60800(N)    103 18 13.63100(W) AD(       ) 2
 EO0672  NGVD 29 (07/19/86) 1259.4    (m)         4132.     (f) VERT ANG       
 EO0672
 EO0672.Superseded values are not recommended for survey control.
 EO0672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0672.See file dsdata.txt to determine how the superseded data were derived.
 EO0672
 EO0672_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFT5647571181(NAD 83)
 EO0672_MARKER: DS = TRIANGULATION STATION DISK
 EO0672_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EO0672
 EO0672  HISTORY     - Date     Condition        Report By
 EO0672  HISTORY     - 1935     MONUMENTED       CGS
 EO0672  HISTORY     - 1956     GOOD             USGS
 EO0672
 EO0672                          STATION DESCRIPTION
 EO0672
 EO0672'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 EO0672'ABOUT 8 MILES SOUTH-SOUTHEAST OF PORTALES, IN SEC. 6, T. 3 S.,
 EO0672'R. 35 E., ABOUT 1.8 MILES EAST OF STATE HIGHWAY 18, ON PASTURE
 EO0672'LAND OWNED BY W.W. BOYD, ABOUT 0.2 MILE WEST-SOUTHWEST OF
 EO0672'THE WHITE HOUSE OF MR. BOYD, 28-1/2 FEET NORTH OF THE FENCE,
 EO0672'NORTH OF THE ROAD AND 13 FEET EAST OF A NORTH-SOUTH FENCE.  TO
 EO0672'REACH FROM PORTALES, GO SOUTH 8.0 MILES ON STATE HIGHWAY 18,
 EO0672'TURN OFF HIGHWAY AND GO EAST ON A SECTION LINE ROAD 1.8 MILES
 EO0672'TO THE STATION SITE ON THE NORTH SIDE OF THE ROAD.  THE
 EO0672'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 EO0672'DISKS SET IN CONCRETE.
 EO0672'REFERENCE MARK NO. 1 IS 90 FEET NORTH OF A FENCE CORNER
 EO0672'POST, 1 FOOT EAST OF FENCE, AND 62.43 FEET FROM STATION
 EO0672'N 11 DEG 51 MIN W, AND NO. 2 IS 78-1/2 FEET EAST OF
 EO0672'A FENCE, CORNER POST, 1 FOOT NORTH OF FENCE, AND 72.39 FEET
 EO0672'FROM STATION S 67 DEG 18 MIN E.  THE AZIMUTH MARK IS
 EO0672'100 FEET NORTH OF THE FENCE CORNER NORTHWEST OF THE ROAD
 EO0672'INTERSECTION, 21 FEET WEST OF THE CENTER OF THE ROAD, 1-1/2
 EO0672'FEET EAST OF THE FENCE ON THE WEST SIDE OF THE ROAD, AND
 EO0672'0.2 MILE FROM STATION N 85 DEG 22 MIN E.
 EO0672
 EO0672                          STATION RECOVERY (1956)
 EO0672
 EO0672'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 EO0672'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.  BOYD NO
 EO0672'LONGER OWNS PROPERTY AND CULTIVATION OF AREA HAS CHANGED ROAD
 EO0672'ACCESS SOMEWHAT.
 EO0672'
 EO0672'TO REACH FROM PORTALES, GO S ON STATE HIGHWAY 18, 7.0 MILES,
 EO0672'TURN E ON GRADED COUNTY ROAD 2.0 MILES, THEN TURN SOUTH ON
 EO0672'GRADED ROAD FOR 1.0 MILE TO AZIMUTH MARK IN FARM YARD AND 22
 EO0672'FEET W OF CENTERLINE OF ROAD.  CONTINUE W 0.2 MILE TO STATION
 EO0672'SITE AS DESCRIBED IN SW CORNER OF DAIRY PASTURE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0263 ***********************************************************************
 DS0263  DESIGNATION -  BOYD RM 1
 DS0263  PID         -  DS0263
 DS0263  STATE/COUNTY-  NM/SOCORRO
 DS0263  USGS QUAD   -  RED CANYON (1982)
 DS0263
 DS0263                         *CURRENT SURVEY CONTROL
 DS0263  ___________________________________________________________________
 DS0263* NAD 83(1986)-  33 42 40.     (N)    106 11 14.     (W)     SCALED    
 DS0263* NAVD 88     -      1735.522  (meters)    5693.96   (feet)  ADJUSTED  
 DS0263  ___________________________________________________________________
 DS0263  GEOID HEIGHT-         -21.11  (meters)                     GEOID03
 DS0263  DYNAMIC HT  -        1732.955 (meters)    5685.54  (feet)  COMP
 DS0263  MODELED GRAV-     979,096.3   (mgal)                       NAVD 88
 DS0263
 DS0263  VERT ORDER  -  SECOND    CLASS 0
 DS0263
 DS0263.The horizontal coordinates were scaled from a topographic map and have
 DS0263.an estimated accuracy of +/- 6 seconds.
 DS0263
 DS0263.The orthometric height was determined by differential leveling
 DS0263.and adjusted by the National Geodetic Survey in June 1991..
 DS0263
 DS0263.The geoid height was determined by GEOID03.
 DS0263
 DS0263.The dynamic height is computed by dividing the NAVD 88
 DS0263.geopotential number by the normal gravity value computed on the
 DS0263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0263.degrees latitude (g = 980.6199 gals.).
 DS0263
 DS0263.The modeled gravity was interpolated from observed gravity values.
 DS0263
 DS0263;                    North         East    Units  Estimated Accuracy
 DS0263;SPC NM C     -   300,620.      505,820.      MT  (+/- 180 meters Scaled)
 DS0263
 DS0263                          SUPERSEDED SURVEY CONTROL
 DS0263
 DS0263  NGVD 29 (??/??/92) 1734.765  (m)         5691.47   (f) ADJ UNCH    2 0
 DS0263
 DS0263.Superseded values are not recommended for survey control.
 DS0263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0263.See file dsdata.txt to determine how the superseded data were derived.
 DS0263
 DS0263_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT899307(NAD 83)
 DS0263_MARKER: DR = REFERENCE MARK DISK
 DS0263_SETTING: 66 = SET IN ROCK OUTCROP
 DS0263_SP_SET: OUTCROP
 DS0263_STAMPING: BOYD NO 1 1966
 DS0263_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DS0263+STABILITY: POSITION/ELEVATION WELL
 DS0263
 DS0263  HISTORY     - Date     Condition        Report By
 DS0263  HISTORY     - 1966     MONUMENTED       CGS
 DS0263  HISTORY     - 1969     GOOD             NGS
 DS0263
 DS0263                          STATION DESCRIPTION
 DS0263
 DS0263'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 DS0263'22.0 MI NW FROM OSCURO.
 DS0263'ABOUT 7.05 MILES NORTHWEST ALONG WHITE SANDS MISSILE RANGE ROUTE 12
 DS0263'FROM THE STORE AT OSCURO, THENCE 11.8 MILES NORTH ALONG WHITE SANDS
 DS0263'MISSILE RANGE ROUTE 11, THENCE 2.8 MILES NORTHWEST ALONG ROAD NUMBER
 DS0263'334, THENCE 0.35 MILE NORTH CROSS-COUNTRY TO THE TOP OF A RIDGE, SET
 DS0263'IN THE TOP OF A ROCK OUTCROP WHICH IS 9 FEET SOUTHEAST OF THE
 DS0263'NORTHWEST EDGE OF THE RIDGE, 11 FEET NORTH OF A CAIRN, 16.2 FEET
 DS0263'NORTHEAST OF TRIANGULATION STATION BOYD 1966, 0.4 FOOT EAST OF A METAL
 DS0263'WITNESS POST, AND ABOUT LEVEL WITH THE TOP OF THE RIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0262 ***********************************************************************
 DS0262  DESIGNATION -  BOYD RM 2
 DS0262  PID         -  DS0262
 DS0262  STATE/COUNTY-  NM/SOCORRO
 DS0262  USGS QUAD   -  RED CANYON (1982)
 DS0262
 DS0262                         *CURRENT SURVEY CONTROL
 DS0262  ___________________________________________________________________
 DS0262* NAD 83(1986)-  33 42 40.     (N)    106 11 15.     (W)     SCALED    
 DS0262* NAVD 88     -      1735.036  (meters)    5692.36   (feet)  ADJUSTED  
 DS0262  ___________________________________________________________________
 DS0262  GEOID HEIGHT-         -21.11  (meters)                     GEOID03
 DS0262  DYNAMIC HT  -        1732.470 (meters)    5683.95  (feet)  COMP
 DS0262  MODELED GRAV-     979,096.2   (mgal)                       NAVD 88
 DS0262
 DS0262  VERT ORDER  -  SECOND    CLASS 0
 DS0262
 DS0262.The horizontal coordinates were scaled from a topographic map and have
 DS0262.an estimated accuracy of +/- 6 seconds.
 DS0262
 DS0262.The orthometric height was determined by differential leveling
 DS0262.and adjusted by the National Geodetic Survey in June 1991..
 DS0262
 DS0262.The geoid height was determined by GEOID03.
 DS0262
 DS0262.The dynamic height is computed by dividing the NAVD 88
 DS0262.geopotential number by the normal gravity value computed on the
 DS0262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0262.degrees latitude (g = 980.6199 gals.).
 DS0262
 DS0262.The modeled gravity was interpolated from observed gravity values.
 DS0262
 DS0262;                    North         East    Units  Estimated Accuracy
 DS0262;SPC NM C     -   300,620.      505,790.      MT  (+/- 180 meters Scaled)
 DS0262
 DS0262                          SUPERSEDED SURVEY CONTROL
 DS0262
 DS0262  NGVD 29 (??/??/92) 1734.280  (m)         5689.88   (f) ADJ UNCH    2 0
 DS0262
 DS0262.Superseded values are not recommended for survey control.
 DS0262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0262.See file dsdata.txt to determine how the superseded data were derived.
 DS0262
 DS0262_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT899307(NAD 83)
 DS0262_MARKER: DR = REFERENCE MARK DISK
 DS0262_SETTING: 66 = SET IN ROCK OUTCROP
 DS0262_SP_SET: OUTCROP
 DS0262_STAMPING: BOYD NO 2 1966
 DS0262_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DS0262+STABILITY: POSITION/ELEVATION WELL
 DS0262
 DS0262  HISTORY     - Date     Condition        Report By
 DS0262  HISTORY     - 1966     MONUMENTED       CGS
 DS0262  HISTORY     - 1969     GOOD             NGS
 DS0262
 DS0262                          STATION DESCRIPTION
 DS0262
 DS0262'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 DS0262'22.0 MI NW FROM OSCURO.
 DS0262'ABOUT 7.05 MILES NORTHWEST ALONG WHITE SANDS MISSILE RANGE ROUTE 12
 DS0262'FROM THE STORE AT OSCURO, THENCE 11.8 MILES NORTH ALONG WHITE SANDS
 DS0262'MISSILE RANGE ROUTE 11, THENCE 2.8 MILES NORTHWEST ALONG ROAD NUMBER
 DS0262'334, THENCE 0.35 MILE NORTH CROSS-COUNTRY TO THE TOP OF A RIDGE, SET
 DS0262'IN THE TOP OF A ROCK OUTCROP WHICH IS LEVEL WITH THE SURFACE OF THE
 DS0262'GROUND, 13 FEET SOUTHEAST OF A CAIRN, 21.8 FEET EAST OF TRIANGULATION
 DS0262'STATION BOYD 1966, AND ABOUT 3 FEET BELOW THE LEVEL OF THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0539 ***********************************************************************
 FN0539  DESIGNATION -  BOYLE
 FN0539  PID         -  FN0539
 FN0539  STATE/COUNTY-  NM/SAN MIGUEL
 FN0539  USGS QUAD   -  LAS VEGAS SE (1976)
 FN0539
 FN0539                         *CURRENT SURVEY CONTROL
 FN0539  ___________________________________________________________________
 FN0539* NAD 83(1992)-  35 36 57.94037(N)    105 04 25.21727(W)     ADJUSTED  
 FN0539* NAVD 88     -      2141.2    (meters)    7025.     (feet)  VERTCON   
 FN0539  ___________________________________________________________________
 FN0539  LAPLACE CORR-          -2.30  (seconds)                    DEFLEC99
 FN0539  GEOID HEIGHT-         -19.05  (meters)                     GEOID03
 FN0539
 FN0539  HORZ ORDER  -  FIRST
 FN0539
 FN0539.The horizontal coordinates were established by classical geodetic methods
 FN0539.and adjusted by the National Geodetic Survey in December 1993..
 FN0539
 FN0539.The NAVD 88 height was computed by applying the VERTCON shift value to
 FN0539.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FN0539
 FN0539.The Laplace correction was computed from DEFLEC99 derived deflections.
 FN0539
 FN0539.The geoid height was determined by GEOID03.
 FN0539
 FN0539;                    North         East     Units Scale Factor Converg.
 FN0539;SPC NM E     -   512,177.747    97,931.851   MT  0.99996450   -0 25 52.2
 FN0539;SPC NM E     - 1,680,369.82    321,298.08   sFT  0.99996450   -0 25 52.2
 FN0539;UTM  13      - 3,941,371.588   493,328.134   MT  0.99960055   -0 02 34.4
 FN0539
 FN0539!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FN0539!SPC NM E     -   0.99966703  x   0.99996450  =   0.99963154
 FN0539!UTM  13      -   0.99966703  x   0.99960055  =   0.99926771
 FN0539
 FN0539|---------------------------------------------------------------------|
 FN0539| PID    Reference Object                     Distance      Geod. Az  |
 FN0539|                                                           dddmmss.s |
 FN0539| CJ6708 BOYLE RM 1                            9.988 METERS 07349     |
 FN0539| FN0538 JACKSON                              12.802 METERS 20030     |
 FN0539| CJ6707 BOYLE AZ MK                                        2015156.5 |
 FN0539| FN0568 HIGHLAND VILLAGE WATER TANK         APPROX.16.4 KM 2714233.9 |
 FN0539|---------------------------------------------------------------------|
 FN0539
 FN0539                          SUPERSEDED SURVEY CONTROL
 FN0539
 FN0539  NAD 83(1986)-  35 36 57.94708(N)    105 04 25.21731(W) AD(       ) 1
 FN0539  NAD 27      -  35 36 57.78500(N)    105 04 23.20730(W) AD(       ) 1
 FN0539  NGVD 29 (07/19/86) 2140.2    (m)         7022.     (f) VERT ANG       
 FN0539
 FN0539.Superseded values are not recommended for survey control.
 FN0539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0539.See file dsdata.txt to determine how the superseded data were derived.
 FN0539
 FN0539_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV9332841372(NAD 83)
 FN0539_MARKER: DS = TRIANGULATION STATION DISK
 FN0539_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FN0539
 FN0539  HISTORY     - Date     Condition        Report By
 FN0539  HISTORY     - 1949     MONUMENTED       CGS
 FN0539
 FN0539                          STATION DESCRIPTION
 FN0539
 FN0539'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (DHK)
 FN0539'THE STATION IS LOCATED ABOUT 8 MILES AIR LINE EAST-NORTHEAST
 FN0539'OF LAS VEGAS AND ABOUT 1.75 MILES AIR LINE NORTH-NORTHEAST
 FN0539'OF THE POINT WHERE STATE HIGHWAY 65 TURNS TO THE SOUTH, ON
 FN0539'A HIGH, BARE HILL IN PASTURE LAND.  THE STATION MARK IS 6 FEET
 FN0539'SOUTH OF A WHITE WITNESS POST, PROJECTS 4 INCHES AND IS STAMPED,
 FN0539'BOYLE 1949.
 FN0539'
 FN0539'REFERENCE MARK NO. 1 IS APPROXIMATELY THE SAME ELEVATION
 FN0539'AS THE STATION MARK, PROJECTS 6 INCHES AND IS STAMPED, BOYLE
 FN0539'NO 1 1949.
 FN0539'
 FN0539'REFERENCE MARK IS APPROXIMATELY THE SAME ELEVATION AS THE
 FN0539'STATION MARK AND IS A BUREAU OF RECLAMATION BENCH MARK BRONZE
 FN0539'DISK SET IN A 10 X 10 INCH CONCRETE POST, PROJECTS 10 INCHES
 FN0539'AND STAMPED, JACKSON.
 FN0539'
 FN0539'THE AZIMUTH MARK IS SET IN THE CENTER OF THE NORTH HEADWALL
 FN0539'OF A CONCRETE CULVERT, 100 FEET WEST OF THE POINT WHERE STATE
 FN0539'HIGHWAY 65 TURNS TO THE SOUTH, 8 FEET EAST OF A WHITE WITNESS
 FN0539'POST, FLUSH WITH THE GROUND AND IS STAMPED, BOYLE 1949.
 FN0539'
 FN0539'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 85
 FN0539'AND STATE HIGHWAY 65 IN LAS VEGAS, GO EAST ON STATE HIGHWAY
 FN0539'65 FOR 7.4 MILES TO FORK AND THE AZIMUTH MARK AS DESCRIBED
 FN0539'ABOVE.  CONTINUE STRAIGHT AHEAD FOR 0.2 MILE TO A TRACK ROAD
 FN0539'LEFT, NORTH.  TURN LEFT AND FOLLOW TRACK ROAD FOR 0.9 MILE
 FN0539'TO A GATE AND A WINDMILL.  PASS THROUGH GATE AND FOLLOW TRACK
 FN0539'ROAD FOR 0.8 MILE TO THE TOP OF RIDGE.  HERE TURN RIGHT, EAST,
 FN0539'LEAVING ROAD AND DRIVE CROSS COUNTRY FOR 0.2 MILE TO THE
 FN0539'HIGHEST POINT AND STATION.  A DRIVE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ1074 ***********************************************************************
 EQ1074  DESIGNATION -  BRAD
 EQ1074  PID         -  EQ1074
 EQ1074  STATE/COUNTY-  NM/CIBOLA
 EQ1074  USGS QUAD   -  ARROSA RANCH (1995)
 EQ1074
 EQ1074                         *CURRENT SURVEY CONTROL
 EQ1074  ___________________________________________________________________
 EQ1074* NAD 83(1992)-  34 59 50.23689(N)    107 56 19.83082(W)     ADJUSTED  
 EQ1074* NAVD 88     -      2450.0    (meters)    8038.     (feet)  VERTCON   
 EQ1074  ___________________________________________________________________
 EQ1074  LAPLACE CORR-          -3.66  (seconds)                    DEFLEC99
 EQ1074  GEOID HEIGHT-         -20.48  (meters)                     GEOID03
 EQ1074
 EQ1074  HORZ ORDER  -  THIRD
 EQ1074
 EQ1074.The horizontal coordinates were established by classical geodetic methods
 EQ1074.and adjusted by the National Geodetic Survey in December 1993..
 EQ1074
 EQ1074.The NAVD 88 height was computed by applying the VERTCON shift value to
 EQ1074.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EQ1074
 EQ1074.The Laplace correction was computed from DEFLEC99 derived deflections.
 EQ1074
 EQ1074.The geoid height was determined by GEOID03.
 EQ1074
 EQ1074;                    North         East     Units Scale Factor Converg.
 EQ1074;SPC NM W     -   443,285.853   820,368.800   MT  0.99991781   -0 03 37.8
 EQ1074;SPC NM W     - 1,454,347.00  2,691,493.30   sFT  0.99991781   -0 03 37.8
 EQ1074;UTM  13      - 3,876,689.685   231,776.406   MT  1.00048678   -1 41 11.6
 EQ1074;UTM  12      - 3,877,025.350   779,390.795   MT  1.00056217   +1 45 24.6
 EQ1074
 EQ1074!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EQ1074!SPC NM W     -   0.99961879  x   0.99991781  =   0.99953663
 EQ1074!UTM  13      -   0.99961879  x   1.00048678  =   1.00010538
 EQ1074!UTM  12      -   0.99961879  x   1.00056217  =   1.00018074
 EQ1074
 EQ1074:                Primary Azimuth Mark                     Grid Az
 EQ1074:SPC NM W     -  CATO                                     126 43 00.7
 EQ1074:UTM  13      -  CATO                                     128 20 34.5
 EQ1074:UTM  12      -  CATO                                     124 53 58.3
 EQ1074
 EQ1074|---------------------------------------------------------------------|
 EQ1074| PID    Reference Object                     Distance      Geod. Az  |
 EQ1074|                                                           dddmmss.s |
 EQ1074| EQ1075 CATO                                APPROX.16.2 KM 1263922.9 |
 EQ1074|---------------------------------------------------------------------|
 EQ1074
 EQ1074                          SUPERSEDED SURVEY CONTROL
 EQ1074
 EQ1074  NAD 83(1986)-  34 59 50.23714(N)    107 56 19.83233(W) AD(       ) 3
 EQ1074  NGVD 29 (04/24/90) 2448.9    (m)         8034.     (f) VERT ANG       
 EQ1074
 EQ1074.Superseded values are not recommended for survey control.
 EQ1074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ1074.See file dsdata.txt to determine how the superseded data were derived.
 EQ1074
 EQ1074_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBU3177676690(NAD 83)
 EQ1074_MARKER: DS = TRIANGULATION STATION DISK
 EQ1074_SETTING: 0 = UNSPECIFIED SETTING
 EQ1074_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EQ1074
 EQ1074  HISTORY     - Date     Condition        Report By
 EQ1074  HISTORY     - 1959     MONUMENTED       USGS
 EQ1074
 EQ1074                          STATION DESCRIPTION
 EQ1074
 EQ1074'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 EQ1074'STATION IS LOCATED ABOUT 2.3 MI. (AIRLINE) W. OF STATE HIGHWAY 53 AND
 EQ1074'ABOUT 0.8 (AIRLINE) MI. NE. OF THE BRADFORD RANCH, NEAR THE S. END OF
 EQ1074'THE HIGHEST ROUND-TOPPED PEAK S. OF SAN RAFAEL MTN.
 EQ1074'
 EQ1074'TO REACH FROM GRANTS POST OFFICE, DRIVE W. 1.2 MI. ALONG U.S. HIGHWAY
 EQ1074'66, TURN LEFT (S.) ON STATE HIGHWAY 53 AND DRIVE 16.5 MI. S. AND W. TO
 EQ1074'THE BRADFORD RANCH TURNOFF, TURN RIGHT (N.) AND GO 2.65 MI. ALONG
 EQ1074'GRADED RD. TO THE BRADFORD RANCH, GO THROUGH GATE BY CORRAL NEAR
 EQ1074'OUTBUILDINGS, CONTINUE N. ALONG E. SIDE OF FENCE ON DIRT TRACK RD. FOR
 EQ1074'0.4 MI., FOLLOW RD. E. 0.5 MI. TO HEAD OF VALLEY AND END OF TRUCK
 EQ1074'TRAVEL, STATION IS VISIBLE ON THE HIGH ROUND TOPPED PEAK ABOUT 1/2 MI.
 EQ1074'TO THE SE.  IT IS FORTY MINUTE PACK TO THE TOP OF THE HILL AND
 EQ1074'STATION.
 EQ1074'
 EQ1074'STATION MARK--STANDARD TABLET STAMPED---BRAD 1959--- AND CEMENTED IN
 EQ1074'SOLID ROCK.
 EQ1074'
 EQ1074'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1544 ***********************************************************************
 CX1544  DESIGNATION -  BRANCH
 CX1544  PID         -  CX1544
 CX1544  STATE/COUNTY-  NM/OTERO
 CX1544  USGS QUAD   -  ELEPHANT MOUNTAIN (1955)
 CX1544
 CX1544                         *CURRENT SURVEY CONTROL
 CX1544  ___________________________________________________________________
 CX1544* NAD 83(1992)-  32 25 22.88111(N)    106 13 57.39423(W)     ADJUSTED  
 CX1544* NAVD 88     -      1231.46   (+/-2cm)    4040.2    (feet)  VERTCON   
 CX1544  ___________________________________________________________________
 CX1544  LAPLACE CORR-           4.09  (seconds)                    DEFLEC99
 CX1544  GEOID HEIGHT-         -23.46  (meters)                     GEOID03
 CX1544
 CX1544  HORZ ORDER  -  FIRST
 CX1544  VERT ORDER  -  THIRD ? (See Below)
 CX1544
 CX1544.The horizontal coordinates were established by classical geodetic methods
 CX1544.and adjusted by the National Geodetic Survey in December 1993..
 CX1544
 CX1544.The NAVD 88 height was computed by applying the VERTCON shift value to
 CX1544.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CX1544.The vertical order pertains to the NGVD 29 superseded value.
 CX1544
 CX1544.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1544
 CX1544.The geoid height was determined by GEOID03.
 CX1544
 CX1544;                    North         East     Units Scale Factor Converg.
 CX1544;SPC NM C     -   157,771.653   501,635.529   MT  0.99990003   +0 00 33.6
 CX1544;SPC NM C     -   517,622.50  1,645,782.56   sFT  0.99990003   +0 00 33.6
 CX1544;UTM  13      - 3,587,994.568   384,107.328   MT  0.99976562   -0 39 39.4
 CX1544
 CX1544!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1544!SPC NM C     -   0.99981037  x   0.99990003  =   0.99971042
 CX1544!UTM  13      -   0.99981037  x   0.99976562  =   0.99957603
 CX1544
 CX1544|---------------------------------------------------------------------|
 CX1544| PID    Reference Object                     Distance      Geod. Az  |
 CX1544|                                                           dddmmss.s |
 CX1544| CC7032 BRANCH RM 1                          16.854 METERS 04704     |
 CX1544| CX0489 GRAND                               APPROX. 7.8 KM 1082839.6 |
 CX1544| CX1584 WSPG NAVY WATER TANK                APPROX.10.8 KM 2563630.7 |
 CX1544| CX1619 NAVY 500 FOOT TOWER                 APPROX.10.7 KM 2573928.1 |
 CX1544| CX1630 SEUS 500 FOOT TOWER                 APPROX. 8.3 KM 2654007.8 |
 CX1544| CC7033 BRANCH RM 2                          19.002 METERS 32257     |
 CX1544|---------------------------------------------------------------------|
 CX1544
 CX1544                          SUPERSEDED SURVEY CONTROL
 CX1544
 CX1544  NAD 83(1986)-  32 25 22.88800(N)    106 13 57.39299(W) AD(       ) 1
 CX1544  NAD 27      -  32 25 22.54794(N)    106 13 55.43629(W) AD(       ) 1
 CX1544  NGVD 29 (07/19/86) 1230.88   (m)         4038.3    (f) LEVELING    3  
 CX1544
 CX1544.Superseded values are not recommended for survey control.
 CX1544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1544.See file dsdata.txt to determine how the superseded data were derived.
 CX1544
 CX1544_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR8410787995(NAD 83)
 CX1544_MARKER: DS = TRIANGULATION STATION DISK
 CX1544_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX1544_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CX1544
 CX1544  HISTORY     - Date     Condition        Report By
 CX1544  HISTORY     - 1967     MONUMENTED       CGS
 CX1544
 CX1544                          STATION DESCRIPTION
 CX1544
 CX1544'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (JBJ)
 CX1544'THE STATION IS ABOUT 14 MILES EAST OF THE WHITE SANDS PROVING GROUNDS
 CX1544'POST AREA, 9 MILES NORTHWEST OF OROGRANDE, 1-1/2 MILES NORTH OF
 CX1544'ROUTE 2 AND IN OPEN DESERT LAND ON THE WHITE SANDS PROVING GROUNDS.
 CX1544'
 CX1544'TO REACH THE STATION FROM THE WHITE SANDS PROVING GROUNDS
 CX1544'HEADQUARTERS BUILDING, GO EASTERLY ON NIKE AVENUE, ROUTE 2, FOR 5.35
 CX1544'MILES TO A FORK.  TAKE THE RIGHT FORK AND GO SOUTH AND EAST ON
 CX1544'ROUTE 2 FOR 0.8 MILE TO A CROSSROAD.  CONTINUE EAST ON ROUTE 2 FOR
 CX1544'5.3 MILES TO A SIDE ROAD ON THE LEFT.  CONTINUE EAST FOR 3.25 MILES
 CX1544'TO A SIDE ROAD ON THE LEFT.  TURN LEFT AND GO NORTH ON A GRAVELED
 CX1544'ROAD FOR 1.35 MILES TO A POINT WHERE THE GRAVELED ROAD TURNS TO THE
 CX1544'LEFT.  (NOTE--A FOUR WHEEL DRIVE VEHICLE IS REQUIRED TO TRAVEL TO
 CX1544'THE STATION FROM THIS POINT).  CONTINUE NORTH FOR 0.05 MILE, TURN
 CX1544'RIGHT AND SELECT YOUR WAY EAST, ACROSS SANDY DESERT LAND FOR 0.1
 CX1544'MILE TO THE STATION.
 CX1544'
 CX1544'THE STATION MARK IS A STANDARD DISK, STAMPED BRANCH 1967, SET IN THE
 CX1544'TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT PROJECTS 8
 CX1544'INCHES ABOVE THE GROUND SURFACE.  IT IS 9.2 FEET SOUTH OF A WITNESS
 CX1544'POST.  THE UNDERGROUND STATION MARK IS 52 INCHES BELOW THE GROUND
 CX1544'SURFACE.
 CX1544'
 CX1544'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BRANCH NO 1 1967, SET IN
 CX1544'THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 CX1544'PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT IS 49.4 FEET
 CX1544'NORTHEAST OF THE WITNESS POST AND THE SAME ELEVATION AS THE STATION
 CX1544'MARK.
 CX1544'
 CX1544'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BRANCH NO 2 1967, SET IN
 CX1544'THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 CX1544'PROJECTS 6 INCHES ABOVE THE GROUND SURFACE.  IT IS 55.4 FEET
 CX1544'NORTHWEST OF THE WITNESS POST AND 3 FEET LOWER IN ELEVATION THAN
 CX1544'THE STATION MARK.
 CX1544'
 CX1544'TRIANGULATION STATION GRAND WSPG 1952 WILL SERVE AS AN AZIMUTH MARK.
 CX1544'
 CX1544'THE DISTANCE BETWEEN REFERENCE MARKS WAS NOT MEASURED DUE TO
 CX1544'DIFFERENCE IN ELEVATION AND OBSTRUCTIONS.
 CX1544'
 CX1544'HEIGHT OF LIGHT ABOVE STATION MARK 6.50 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0974 ***********************************************************************
 EQ0974  DESIGNATION -  BRANNAN
 EQ0974  PID         -  EQ0974
 EQ0974  STATE/COUNTY-  NM/VALENCIA
 EQ0974  USGS QUAD   -  BELEN (1991)
 EQ0974
 EQ0974                         *CURRENT SURVEY CONTROL
 EQ0974  ___________________________________________________________________
 EQ0974* NAD 83(1992)-  34 41 50.45195(N)    106 45 35.63069(W)     ADJUSTED  
 EQ0974* NAVD 88     -      1467.3    (meters)    4814.     (feet)  VERTCON   
 EQ0974  ___________________________________________________________________
 EQ0974  LAPLACE CORR-           2.04  (seconds)                    DEFLEC99
 EQ0974  GEOID HEIGHT-         -21.90  (meters)                     GEOID03
 EQ0974
 EQ0974  HORZ ORDER  -  FIRST
 EQ0974
 EQ0974.The horizontal coordinates were established by classical geodetic methods
 EQ0974.and adjusted by the National Geodetic Survey in December 1993..
 EQ0974
 EQ0974.The NAVD 88 height was computed by applying the VERTCON shift value to
 EQ0974.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EQ0974
 EQ0974.The Laplace correction was computed from DEFLEC99 derived deflections.
 EQ0974
 EQ0974.The geoid height was determined by GEOID03.
 EQ0974
 EQ0974;                    North         East     Units Scale Factor Converg.
 EQ0974;SPC NM C     -   410,120.324   453,286.113   MT  0.99992689   -0 17 24.9
 EQ0974;SPC NM C     - 1,345,536.43  1,487,156.19   sFT  0.99992689   -0 17 24.9
 EQ0974;SPC NM W     -   410,533.282   928,345.285   MT  1.00003584   +0 36 39.9
 EQ0974;SPC NM W     - 1,346,891.28  3,045,746.16   sFT  1.00003584   +0 36 39.9
 EQ0974;UTM  13      - 3,840,890.386   338,808.390   MT  0.99992025   -1 00 07.3
 EQ0974
 EQ0974!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EQ0974!SPC NM C     -   0.99977317  x   0.99992689  =   0.99970008
 EQ0974!SPC NM W     -   0.99977317  x   1.00003584  =   0.99980900
 EQ0974!UTM  13      -   0.99977317  x   0.99992025  =   0.99969344
 EQ0974
 EQ0974:                Primary Azimuth Mark                     Grid Az
 EQ0974:SPC NM C     -  LOS LUNAS HONOR FARM WATER TK            006 22 21.7
 EQ0974:SPC NM W     -  LOS LUNAS HONOR FARM WATER TK            005 28 16.9
 EQ0974:UTM  13      -  LOS LUNAS HONOR FARM WATER TK            007 05 04.1
 EQ0974
 EQ0974|---------------------------------------------------------------------|
 EQ0974| PID    Reference Object                     Distance      Geod. Az  |
 EQ0974|                                                           dddmmss.s |
 EQ0974| EQ0857 LOS LUNAS HONOR FARM WATER TK       APPROX. 8.1 KM 0060456.8 |
 EQ0974| EQ0973 R 929.9 2                           115.673 METERS 00835     |
 EQ0974| CD1683 BRANNAN RM 1                         23.950 METERS 01942     |
 EQ0974| EQ0960 BELEN MUNICIPAL TANK                APPROX. 4.3 KM 1972814.2 |
 EQ0974| EQ0942 BELEN CHURCH SPIRE CROSS            APPROX. 4.4 KM 2054302.0 |
 EQ0974| EQ0962 BELEN RADIO STA KARS MAST           APPROX. 1.1 KM 2555919.6 |
 EQ0974| CD1684 BRANNAN RM 2                         22.973 METERS 27819     |
 EQ0974|---------------------------------------------------------------------|
 EQ0974
 EQ0974                          SUPERSEDED SURVEY CONTROL
 EQ0974
 EQ0974  NAD 83(1986)-  34 41 50.45710(N)    106 45 35.63067(W) AD(       ) 1
 EQ0974  NAD 27      -  34 41 50.24678(N)    106 45 33.53288(W) AD(       ) 1
 EQ0974  NGVD 29 (07/19/86) 1466.5    (m)         4811.     (f) VERT ANG       
 EQ0974
 EQ0974.Superseded values are not recommended for survey control.
 EQ0974.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0974.See file dsdata.txt to determine how the superseded data were derived.
 EQ0974
 EQ0974_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU3880840890(NAD 83)
 EQ0974_MARKER: DS = TRIANGULATION STATION DISK
 EQ0974_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EQ0974_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EQ0974
 EQ0974  HISTORY     - Date     Condition        Report By
 EQ0974  HISTORY     - 1969     MONUMENTED       CGS
 EQ0974
 EQ0974                          STATION DESCRIPTION
 EQ0974
 EQ0974'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JLC)
 EQ0974'THE STATION IS LOCATED ABOUT 7-1/2 MILES SOUTH OF LOS LUNAS,
 EQ0974'3 MILES NORTH OF BELEN, 0.25 MILE EAST OF U.S. HIGHWAY 85
 EQ0974'AND ON PROPERTY OF MR VICTOR BRANNAN.
 EQ0974'
 EQ0974'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 85 AND
 EQ0974'STATE HIGHWAY 6 IN BELEN, GO NORTH ON U.S. HIGHWAY 85 FOR 2.4
 EQ0974'MILES TO A SIDE ROAD RIGHT.  TURN RIGHT, CROSS OVER A CATTLE
 EQ0974'GUARD AND GO EAST ON A DIRT ROAD FOR 0.25 MILE TO THE STATION
 EQ0974'ON THE LEFT JUST BEFORE REACHING A CANAL.
 EQ0974'
 EQ0974'THE STATION MARK IS A STANDARD DISK STAMPED BRANNAN 1969, SET
 EQ0974'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH
 EQ0974'WITH THE GROUND.  IT IS 24.5 FEET NORTHWEST OF A FENCE CORNER
 EQ0974'WHICH IS ON THE SOUTH SIDE OF THE DIRT ROAD, 14 FEET WEST OF A
 EQ0974'FENCE CORNER, 13 FEET NORTH OF THE CENTER OF THE DIRT ROAD,
 EQ0974'4 FEET EAST OF A METAL WITNESS POST AND 1 FOOT NORTH OF AN
 EQ0974'EAST-WEST WIRE FENCE.
 EQ0974'
 EQ0974'REFERENCE MARK 1 IS A STANDARD DISK STAMPED BRANNAN NO 1 1969,
 EQ0974'SET IN THE TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH
 EQ0974'WITH THE GROUND.  IT IS 78 FEET NORTH OF THE FENCE CORNER
 EQ0974'AND 1 FOOT WEST OF THE NORTH-SOUTH WIRE FENCE.
 EQ0974'
 EQ0974'REFERENCE MARK 2 IS A STANDARD DISK STAMPED BRANNAN NO 2 1969,
 EQ0974'SET IN THE TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH
 EQ0974'WITH THE GROUND.  IT IS 89 FEET WEST OF THE FENCE CORNER, 11
 EQ0974'FEET NORTH OF THE CENTER OF THE DIRT ROAD, 11 FEET NORTH OF THE
 EQ0974'CENTER OF THE DIRT ROAD AND 0.6 OF A FOOT NORTH OF THE EAST-WEST
 EQ0974'WIRE FENCE.
 EQ0974'
 EQ0974'HEIGHT OF LIGHT ABOVE STATION MARK 22.2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1523 ***********************************************************************
 GL1523  DESIGNATION -  BRANSON
 GL1523  PID         -  GL1523
 GL1523  STATE/COUNTY-  NM/UNION
 GL1523  USGS QUAD   -  ALPS MESA (1972)
 GL1523
 GL1523                         *CURRENT SURVEY CONTROL
 GL1523  ___________________________________________________________________
 GL1523* NAD 83(1992)-  36 58 45.23926(N)    103 57 21.19491(W)     ADJUSTED  
 GL1523* NAVD 88     -      2295.3    (meters)    7530.     (feet)  VERTCON   
 GL1523  ___________________________________________________________________
 GL1523  LAPLACE CORR-          -3.71  (seconds)                    DEFLEC99
 GL1523  GEOID HEIGHT-         -19.13  (meters)                     GEOID03
 GL1523
 GL1523  HORZ ORDER  -  FIRST
 GL1523
 GL1523.The horizontal coordinates were established by classical geodetic methods
 GL1523.and adjusted by the National Geodetic Survey in December 1993..
 GL1523
 GL1523.The NAVD 88 height was computed by applying the VERTCON shift value to
 GL1523.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GL1523
 GL1523.The Laplace correction was computed from DEFLEC99 derived deflections.
 GL1523
 GL1523.The geoid height was determined by GEOID03.
 GL1523
 GL1523;                    North         East     Units Scale Factor Converg.
 GL1523;SPC NM E     -   663,238.283   198,603.234   MT  0.99992300   +0 13 37.4
 GL1523;SPC NM E     - 2,175,974.27    651,584.11   sFT  0.99992300   +0 13 37.4
 GL1523;SPC CO S     -   340,627.318 1,051,884.650   MT  1.00005583   +0 56 49.6
 GL1523;SPC CO S     - 1,117,541.46  3,451,058.22   sFT  1.00005583   +0 56 49.6
 GL1523;UTM  13      - 4,093,077.994   592,927.720   MT  0.99970638   +0 37 41.2
 GL1523
 GL1523!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GL1523!SPC NM E     -   0.99964292  x   0.99992300  =   0.99956595
 GL1523!SPC CO S     -   0.99964292  x   1.00005583  =   0.99969873
 GL1523!UTM  13      -   0.99964292  x   0.99970638  =   0.99934941
 GL1523
 GL1523:                Primary Azimuth Mark                     Grid Az
 GL1523:SPC NM E     -  BRANSON AZ MK                            051 03 54.4
 GL1523:SPC CO S     -  BRANSON AZ MK                            050 20 42.2
 GL1523:UTM  13      -  BRANSON AZ MK                            050 39 50.6
 GL1523
 GL1523|---------------------------------------------------------------------|
 GL1523| PID    Reference Object                     Distance      Geod. Az  |
 GL1523|                                                           dddmmss.s |
 GL1523| CM8499 BRANSON AZ MK                                      0511731.8 |
 GL1523| CM8500 BRANSON RM 1                         10.512 METERS 08943     |
 GL1523| CM8501 BRANSON RM 2                          6.588 METERS 18720     |
 GL1523|---------------------------------------------------------------------|
 GL1523
 GL1523                          SUPERSEDED SURVEY CONTROL
 GL1523
 GL1523  NAD 83(1992)-  36 58 45.24698(N)    103 57 21.19213(W) AD(       ) 1
 GL1523  NAD 83(1986)-  36 58 45.24758(N)    103 57 21.18942(W) AD(       ) 1
 GL1523  NAD 27      -  36 58 45.16300(N)    103 57 19.30800(W) AD(       ) 1
 GL1523  NGVD 29 (07/19/86) 2294.2    (m)         7527.     (f) VERT ANG       
 GL1523
 GL1523.Superseded values are not recommended for survey control.
 GL1523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1523.See file dsdata.txt to determine how the superseded data were derived.
 GL1523
 GL1523_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEA9292893078(NAD 83)
 GL1523_MARKER: DS = TRIANGULATION STATION DISK
 GL1523_SETTING: 80 = SET IN A BOULDER
 GL1523_SP_SET: SET IN A DRILL HOLE IN A BOULDER
 GL1523
 GL1523  HISTORY     - Date     Condition        Report By
 GL1523  HISTORY     - 1945     MONUMENTED       CGS
 GL1523  HISTORY     - 1970     GOOD             DMA
 GL1523  HISTORY     - 1970     GOOD             USGS
 GL1523
 GL1523                          STATION DESCRIPTION
 GL1523
 GL1523'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (CAE)
 GL1523'STATION IS ON THE HIGHEST MESA WHICH LIES ABOUT 5 MILES SW
 GL1523'OF BRANSON, COLORADO, 11 MILES NNW OF FOLSOM, NEW MEXICO,
 GL1523'AND 1 MILE S OF THE COLORADO-NEW MEXICO STATE LINE.  IT IS
 GL1523'AT THE APPARENT HIGHEST PART OF THE HIGHEST RIDGE WHICH
 GL1523'IS ABOUT 1/2 MILE SW OF A LARGE DIRT STOCK-WATERING TANK ON
 GL1523'TOP OF THE MESA.  THE RIDGE RUNS ROUGHLY N AND S AND HAS
 GL1523'PINE TREES AT BOTH ENDS, BUT IS OPEN WHERE THE STATION IS
 GL1523'LOCATED-COVERED ONLY WITH GRASS AND SCRUB OAK.  ANOTHER RIDGE
 GL1523'OF ABOUT THE SAME HEIGHT IS E OF THE STATION, DISTANT ABOUT
 GL1523'A MILE, AND IS COVERED WITH A MUCH DENSER GROWTH OF PINES.
 GL1523'
 GL1523'TO REACH THE STATION FROM THE POST OFFICE AND MAIN INTERSECTION
 GL1523'IN CAPULIN, GO N ON U.S. HIGHWAY 64 FOR 9 MILES TO THE RAILROAD
 GL1523'CROSSING IN FOLSOM.  CONTINUE ON U.S. HIGHWAY 64 THROUGH FOLSOM
 GL1523'TOWARD BRANSON 8.1 MILES TO A FORK AT AN OFFICIAL CHECKING
 GL1523'STATION.  TAKE THE LEFT FORK TOWARDS BRANSON, LEAVING U.S.
 GL1523'HIGHWAY 64, AND GO 4.9 MILES TO A WIRE GATE ON THE LEFT,
 GL1523'0.8 MILE AFTER CROSSING A SMALL WHITE BRIDGE.  TURN LEFT OFF
 GL1523'THE GRADED ROAD, THROUGH WIRE GATE, ACROSS RAILROAD TRACKS,
 GL1523'THEN THROUGH A BOARD GATE AND CONTINUE ON A TRACK ROAD 0.6
 GL1523'MILE TO A SMALL HOUSE AND CORRALS.  GO S FROM FRONT OF HOUSE
 GL1523'ALONG E SIDE OF CORRALS TO FENCE CORNER, THENCE TURN RIGHT
 GL1523'(W) ALONG FENCE FOR 100 YARDS TO A WIRE GATE, 0.2 MILE
 GL1523'FROM THE SMALL HOUSE.  PASS THROUGH GATE, BEARING SLIGHTLY
 GL1523'LEFT ON A TRACK ROAD (WHICH CIRCLES TO THE RIGHT AROUND
 GL1523'THE LEFT SIDE OF A SMALL HILL) 1.0 MILE TO ANOTHER GATE.
 GL1523'CONTINUE THROUGH GATE 1.2 MILES UP INTO A CANYON TO
 GL1523'ANOTHER WIRE GATE.  CONTINUE 0.25 MILE TO A SMALL DIRT TANK,
 GL1523'KEEP TO RIGHT OF TANK, PASSING THROUGH OLD FENCE LINE
 GL1523'AND UP AN OLD WAGON ROAD 0.1 MILE TO THE MESA TOP AND A
 GL1523'GRASSY PASTURE.  FOLLOW OLD TRACKS 0.25 MILE ACROSS
 GL1523'PASTURE, KEEPING TO RIGHT OF OLD FENCE LINE.  ENTER
 GL1523'BRUSH ON OLD WAGON ROAD AND CONTINUE 0.3 MILE TO ANOTHER
 GL1523'GRASSY PASTURE.  CROSS PASTURE ON DIM TRACKS, BEARING TO
 GL1523'RIGHT, 0.2 MILE, THEN ENTER THE BRUSH AGAIN ON OLD ROAD
 GL1523'BY A SMALL BLAZED TREE AND GO UP STEEP ROCKY SLOPE 0.2
 GL1523'MILE TO ANOTHER PASTURE.  (BY BEARING TO THE RIGHT
 GL1523'DURING THE LAST 0.1 MILE, SOME OF THE WORST ROCKS CAN BE
 GL1523'AVOIDED.) AT THE PASTURE, DRIVE ABOUT 100 YARDS, CROSS
 GL1523'A SMALL WASH THEN TURN RIGHT UP THE PASTURE ON DIM
 GL1523'TRACKS 0.4 MILE, PASSING TO THE RIGHT OF SALT LICK TO WHERE
 GL1523'THE TRACKS AGAIN ENTER THE BRUSH OR TIMBER.  CONTINUE ON
 GL1523'DIM TRACKS, OFTEN ONLY A WELL DEFINED COW TRAIL, 0.4 MILE
 GL1523'TO WHERE ROAD GOES DOWN ROCKY SLOPE INTO A LITTLE GRASSY VALLEY.
 GL1523'AT POINT WHERE ROAD EMERGES FROM TIMBER, THE AZIMUTH MARK
 GL1523'IS 20 YARDS TO THE RIGHT BY TWO BLAZED TREES.  TURN RIGHT
 GL1523'AROUND END OF ROCKS, KEEPING TO RIGHT OF GULLY, AND DRIVE
 GL1523'0.25 MILE TO A LARGE DIRT TANK.  PASS AROUND RIGHT SIDE OF
 GL1523'TANK AND BEAR LEFT (SW) UP GRASSY SLOPE 0.35 MILE TO A N-S
 GL1523'FENCE LINE.  TURN LEFT AT FENCE AND GO S ALONG LEFT SIDE
 GL1523'OF FENCE 0.3 MILE UP A ROUGH ROCKY SLOPE TO THE STATION,
 GL1523'124 FEET E OF THE FENCE.
 GL1523'
 GL1523'STATION MARK IS A BRONZE STATION DISK SET IN A DRILL HOLE IN
 GL1523'A BOULDER WHICH PROJECTS ABOUT 2 INCHES ABOVE THE GROUND.
 GL1523'IT IS LOCATED AT ABOUT THE HIGHEST PART OF THE RIDGE AND
 GL1523'124 FEET E OF THE N-S FENCE LINE.  DISK IS STAMPED BRANSON
 GL1523'1945.
 GL1523'
 GL1523'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A DRILL
 GL1523'HOLE IN A BOULDER WHICH PROJECTS ABOUT 6 INCHES ABOVE THE
 GL1523'GROUND.  IT IS LOCATED E OF THE STATION, ON ABOUT THE SAME
 GL1523'LEVEL.  DISK IS STMAPED BRANSON NO 1 1945.
 GL1523'
 GL1523'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A DRILL
 GL1523'HOLE IN A BOULDER WHICH PROJECTS ABOUT 7 INCHES ABOVE THE GROUND.
 GL1523'IT IS LOCATED SSW OF THE STATION, ON ABOUT THE SAME LEVEL.
 GL1523'DISK IS STAMPED BRANSON NO 2 1945.
 GL1523'
 GL1523'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN A DRILL HOLE
 GL1523'IN OUTCROPPING BEDROCK WHICH PROJECTS ABOUT 2 INCHES ABOVE
 GL1523'THE GROUND.  IT IS LOCATED ABOUT 20 YARDS N OF DIM TRACK ROAD,
 GL1523'ON THE W SLOPE OF A HILL, 10 FEET N OF TWO BLAZED TREES,
 GL1523'AND 6 FEET ESE OF A 3-FOOT ROCK CAIRN.  IT IS ENE OF THE
 GL1523'STATION.  DISK IS STAMPED BRANSON 1945.
 GL1523'
 GL1523'NOTE--IN ORDER TO DRIVE TO THIS STATION IT IS PRACTICALLY
 GL1523'ESSENTIAL TO USE A TRUCK WITH HIGH CLEARANCE AND COMPOUND
 GL1523'GEARS.  IT IS BELIEVED THAT THE LARGE DIRT TANK NEAR THE
 GL1523'STATION IS OWNED BY A MR. JOHN J. DOHERTY OF FOLSOM.
 GL1523
 GL1523                          STATION RECOVERY (1970)
 GL1523
 GL1523'RECOVERY NOTE BY DEFENSE MAP AGENCY 1970 (HGK)
 GL1523'AZIMUTH AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 GL1523'DISTANCES TO REFERENCE MARKS CHECKED.  AZ. MARK NOT V.G.
 GL1523'NEW TO REACH AS FOLLOWS
 GL1523'
 GL1523'TO REACH FROM THE FIRE STATION IN FOLSOM, N.M. AT THE JUNCTION
 GL1523'OF STATE HWYS. 72 AND 325 GO NORTHERLY ON STATE HWY. 325 FOR
 GL1523'7.6 MILES TO JUNCTION WITH STATE HWY. 551.  TURN LEFT ON
 GL1523'STATE HWY. 551 AND GO NORTH FOR 4.1 MILES TO A T ROAD LEFT.
 GL1523'TURN LEFT AND GO WEST FOR 1.5 MILES TO THE BILL DOUGHERTY
 GL1523'RANCH.  AT RANCH GO WEST FOR .05 MILE PASSING THRU 2 WOODEN
 GL1523'GATES.  (GATES ARE MIDWAY BETWEEN BRICK RANCH HOUSE AND CINDER
 GL1523'BLOCK BARN) AFTER PASSING THRU 2 ND. GATE TURN RIGHT ON DIM
 GL1523'TRACK ROAD AND GO NORTH AND WEST FOR 4.5 MILES TO CLEARING
 GL1523'WITH TWO EARTHEN WATER TANKS.  AS YOU ENTER CLEARING THE
 GL1523'AZIMUTH MARK IS ON THE LEFT ABOUT 215 FEET SOUTHWEST.
 GL1523'TRACK ROAD ENDS AT THIS POINT.  CONTINUE WEST THRU CLEARING
 GL1523'KEEPING ON SOUTH SIDE OF THE NORTH MOST WATER TANK FOR 0.5
 GL1523'MILE TO A NORTH-SOUTH FENCELINE.  TURN LEFT AND GO SOUTH
 GL1523'ALONG EAST SIDE OF FENCE FOR 0.5 MILE TO TOP OF HILL AND
 GL1523'STATION.  A HIGH CLEARANCE VEHICLE IS NEEDED FOR THE LAST 0.5
 GL1523'MILE OF TO REACH.
 GL1523'
 GL1523'(V.G. LINE CLEARED TO STA. BELLISLE (USGS) USC AND GS ABO 50040
 GL1523'1945)
 GL1523
 GL1523                          STATION RECOVERY (1970)
 GL1523
 GL1523'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970 (FJG)
 GL1523'TO REACH THE STATION FROM THE COLORADO-NEW MEXICO STATE LINE
 GL1523'ON NEW MEXICO STATE HIGHWAY 351 SOUTH OF BRANSON, COLORADO,
 GL1523'PROCEED SOUTH ON STATE HIGHWAY 351 FOR 2.4 MILES TO A GRADED
 GL1523'ROAD ON THE RIGHT, TURN RIGHT AND FOLLOW THE GRADED ROAD FOR
 GL1523'1.4 MILES TO THE DOHERTY RANCH, CONTINUE WESTERLY, PASSING
 GL1523'ON THE NORTH SIDE OF THE CINDERBLOCK BARN AND FOLLOW MAIN
 GL1523'TRAVELED ROAD FOR 3.3 MILES TO A OPEN PARK (JUST AFTER GOING
 GL1523'DOWN A SMALL ROCKY SLOPE) TO THE AZIMUTH MARK, APPROX. 100
 GL1523'YARDS TO THE LEFT.  CONTINUE ACROSS PARK, KEEPING TO THE
 GL1523'RIGHT OF A SMALL DIRT TANK, TO A NORTH-SOUTH FENCE, TURN LEFT
 GL1523'AND PICK WAY SOUTH THROUGH TIMBER FOR 0.3 MILE TO THE TOP
 GL1523'OF THE HILL AND THE STATION MARK, 124 FEET EAST OF THE
 GL1523'FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0433 ***********************************************************************
 GN0433  DESIGNATION -  BRAZOS
 GN0433  PID         -  GN0433
 GN0433  STATE/COUNTY-  NM/RIO ARRIBA
 GN0433  USGS QUAD   -  BRAZOS PEAK (1983)
 GN0433
 GN0433                         *CURRENT SURVEY CONTROL
 GN0433  ___________________________________________________________________
 GN0433* NAD 83(1992)-  36 49 52.89568(N)    106 24 27.83633(W)     ADJUSTED  
 GN0433* NAVD 88     -      3477.3    (meters)   11408.     (feet)  VERTCON   
 GN0433  ___________________________________________________________________
 GN0433  LAPLACE CORR-           6.16  (seconds)                    DEFLEC99
 GN0433  GEOID HEIGHT-         -16.42  (meters)                     GEOID03
 GN0433
 GN0433  HORZ ORDER  -  FIRST
 GN0433
 GN0433.The horizontal coordinates were established by classical geodetic methods
 GN0433.and adjusted by the National Geodetic Survey in December 1993..
 GN0433
 GN0433.The NAVD 88 height was computed by applying the VERTCON shift value to
 GN0433.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GN0433
 GN0433.The Laplace correction was computed from DEFLEC99 derived deflections.
 GN0433
 GN0433.The geoid height was determined by GEOID03.
 GN0433
 GN0433;                    North         East     Units Scale Factor Converg.
 GN0433;SPC NM C     -   646,768.565   485,930.439   MT  0.99990244   -0 05 40.4
 GN0433;SPC NM C     - 2,121,939.87  1,594,256.78   sFT  0.99990244   -0 05 40.4
 GN0433;UTM  13      - 4,077,089.416   374,465.853   MT  0.99979414   -0 50 38.4
 GN0433
 GN0433!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GN0433!SPC NM C     -   0.99945716  x   0.99990244  =   0.99935965
 GN0433!UTM  13      -   0.99945716  x   0.99979414  =   0.99925141
 GN0433
 GN0433:                Primary Azimuth Mark                     Grid Az
 GN0433:SPC NM C     -  BRAZOS AZ MK                             138 44 58.7
 GN0433:UTM  13      -  BRAZOS AZ MK                             139 29 56.7
 GN0433
 GN0433|---------------------------------------------------------------------|
 GN0433| PID    Reference Object                     Distance      Geod. Az  |
 GN0433|                                                           dddmmss.s |
 GN0433| CD3176 BRAZOS AZ MK                                       1383918.3 |
 GN0433| CD3177 BRAZOS RM 1                          24.728 METERS 19544     |
 GN0433| CD3178 BRAZOS RM 2                          31.084 METERS 31221     |
 GN0433|---------------------------------------------------------------------|
 GN0433
 GN0433                          SUPERSEDED SURVEY CONTROL
 GN0433
 GN0433  NAD 83(1992)-  36 49 52.89704(N)    106 24 27.84083(W) AD(       ) 1
 GN0433  NAD 83(1986)-  36 49 52.89784(N)    106 24 27.84280(W) AD(       ) 1
 GN0433  NAD 27      -  36 49 52.84740(N)    106 24 25.73080(W) AD(       ) 1
 GN0433  NGVD 29 (07/19/86) 3475.7    (m)        11403.     (f) VERT ANG       
 GN0433
 GN0433.Superseded values are not recommended for survey control.
 GN0433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0433.See file dsdata.txt to determine how the superseded data were derived.
 GN0433
 GN0433_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCA7446677089(NAD 83)
 GN0433_MARKER: DS = TRIANGULATION STATION DISK
 GN0433_SETTING: 80 = SET IN A BOULDER
 GN0433_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 GN0433
 GN0433  HISTORY     - Date     Condition        Report By
 GN0433  HISTORY     - 1945     MONUMENTED       CGS
 GN0433  HISTORY     - 1961     SEE DESCRIPTION  CGS
 GN0433
 GN0433                          STATION DESCRIPTION
 GN0433
 GN0433'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (RAM)
 GN0433'STATION IS ON A HIGH TIMBERED MESA ON THE DIVIDE BETWEEN THE
 GN0433'BRAZOS AND CHAMA RIVERS AND IS ABOUT 1-1/4 MILES NW OF PROMINENT
 GN0433'BARE ROCKY PEAK LOCALLY KNOWN AS BRAZOS PEAK.  IT IS ON THE
 GN0433'HIGHEST POINT IN THE VICINITY AND IS HIGHER THAN BRAZOS PEAK.
 GN0433'IT IS ABOUT 27 MILES SW OF ANTONITO, COLORADO, 12 MILES SE OF
 GN0433'THE VILLAGE OF CHAMA, AND ABOUT 10 MILES NE OF THE VILLAGE OF
 GN0433'LOS BRAZOS.
 GN0433'
 GN0433'TO REACH THE STATION FROM THE POST OFFICE IN ANTONITO, GO S ON
 GN0433'U.S. HIGHWAY 285 FOR 5.7 MILES TO THE COLORADO-NEW MEXICO BORDER.
 GN0433'CONTINUE 4.9 MILES TO A SIGN SAN ANTONE CABIN 15 MILES.  TURN
 GN0433'RIGHT OFF THE HIGHWAY AND GO W AROUND THE BASE OF SAN ANTONE
 GN0433'PEAK 4.2 MILES TO A SIGN LEAVING CARSON NATIONAL FOREST AND A
 GN0433'CATTLE GUARD.  CONTINUE 2.8 MILES TO WHERE THE TRES PIEDRAS ROAD
 GN0433'COMES IN FROM THE LEFT OR S.  A SIGN HERE READS SAN ANTONIO
 GN0433'CABIN 6 MILES.  CONTINUE AHEAD 2.5 MILES TO A FORK AND SIGN
 GN0433'BRAZOS RIVER 15 MILES.  TAKE RIGHT FORK NW 0.5 MILE TO A
 GN0433'FORK, TAKE LEFT FORK, PASSING RANCH ON RIGHT, 1.5 MILES TO
 GN0433'A FORK AND SIGN HOWES RANCH.  TAKE RIGHT FORK 0.3 MILE TO A
 GN0433'FORK, TAKE LEFT FORK 1.2 MILES TO SAN ANTONE CABIN AND
 GN0433'SIGN BRAZOS RIVER 13 MILES.  TAKE LEFT FORK 1.9 MILES TO
 GN0433'FORK, TAKE LEFT FORK, CROSS STREAM AND CONTINUE 1.7 MILES,
 GN0433'PASSING THROUGH TWO GATES, TO A FORK.  TAKE RIGHT FORK 2.3
 GN0433'MILES TO WHERE ROAD TURNS SHARP LEFT AND CROSSES STREAM.
 GN0433'CONTINUE ON MAIN ROAD 2.8 MILES TO TOP OF DIVIDE.  FROM HERE
 GN0433'BRAZOS PEAK CAN BE SEEN TO THE W AND THE TIMBERED MESA TO THE
 GN0433'N OF IT.  CONTINUE DOWNGRADE 0.6 MILE TO GATE, PASS THROUGH
 GN0433'GATE AND GO STRAIGHT AHEAD 0.7 MILE TO A FORK.  TAKE LEFT FORK
 GN0433'STRAIGHT AHEAD 1.8 MILES PASSING THROUGH TWO GATES, TO A
 GN0433'CABIN ON THE LEFT OR S AND A GATE.  PASS THROUGH GATE AND
 GN0433'FOLLOW ROAD 1.4 MILES TO THE BRAZOS RIVER.  FORD RIVER AND FOLLOW
 GN0433'POOR TRACK ROAD 0.9 MILE TO SHARP LEFT TURN.  FOLLOW ROAD SW
 GN0433'TOWARD BRAZOS PEAK 0.8 MILE TO A FORK.  TAKE RIGHT FORK AND
 GN0433'FOLLOW DIM TRACKS TOWARD BRAZOS PEAK 1.9 MILES TO END OF TRUCK
 GN0433'TRAVEL AT BASE OF BRAZOS PEAK.  FROM HERE HIKE W TO THE TOP OF
 GN0433'THE RIDGE.  BRAZOS PEAK AND THE AZIMUTH MARK ARE ON THE S END OF
 GN0433'THE RIDGE.  HIKE N OVER THE HIGHEST POINT OF THE RIDGE AND DOWN
 GN0433'THROUGH THE TIMBER TO A GRASSY SADDLE.  CONTINUE TO THE TOP OF
 GN0433'THE MESA AND FOLLOW IT ABOUT 1-1/2 MILES NW TO THE STATION.
 GN0433'
 GN0433'STATION MARK IS A BRONZE STATION DISK SET IN A BURIED BOULDER
 GN0433'LEVEL WITH THE GROUND.  DISK IS STAMPED BRAZOS 1935.  MARK IS
 GN0433'ON ABOUT THE HIGHEST POINT OF THE MESA TOWARD THE NW END.  IT IS
 GN0433'ABOUT 1-1/2 MILES NW OF WHERE THE MESA DROPS INTO A SADDLE
 GN0433'BETWEEN IT AND THE BRAZOS PEAK RIDGE.  IT IS ABOUT 200 FEET S
 GN0433'OF THE N EDGE OF THE MESA AND ABOUT 150 FEET N OF WHERE THE MESA
 GN0433'SLOPES OFF TO THE S.
 GN0433'
 GN0433'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A BOULDER
 GN0433'PROJECTING ABOUT 2 INCHES ABOVE GROUND.  IT IS 24.741 METERS
 GN0433'(81.180 FEET) SSW OF THE STATION AND ABOUT LEVEL WITH IT.  DISK
 GN0433'IS STAMPED BRAZOS NO 1 1935.
 GN0433'
 GN0433'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A BOULDER
 GN0433'PROJECTING ABOUT 2 INCHES ABOVE GROUND.  IT IS 31.106 METERS
 GN0433'(102.061 FEET) NW OF THE STATION AND ABOUT LEVEL WITH IT.  DISK IS
 GN0433'STAMPED BRAZOS NO 2 1935.
 GN0433'
 GN0433'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN ROCK OUTCROP ON
 GN0433'BRAZOS PEAK.  IT IS ABOUT 1-1/4 MILES SE OF THE STATION, 100
 GN0433'FEET SW OF A POLE IN A CAIRN WHICH IS ON THE HIGHEST POINT, 79
 GN0433'FEET WSW OF A POLE CROSS, AND 26 FEET S OF A FENCE CORNER.  DISK
 GN0433'IS STAMPED BRAZOS 1945.  TO REACH FROM END OF TRUCK TRAVEL HIKE
 GN0433'W TO THE TOP OF THE RIDGE AND THEN S TOWARD THE HIGHEST POINT.
 GN0433'
 GN0433'HEIGHT OF LIGHT ABOVE STATION MARK - 8.9 METERS.
 GN0433
 GN0433                          STATION RECOVERY (1961)
 GN0433
 GN0433'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (HWK)
 GN0433'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2
 GN0433'AND THE AZIMUTH MARK WERE RECOVERED AND FOUND TO BE IN GOOD
 GN0433'CONDITION.  THE DIRECTION TO ALL MARKS WERE VERIFIED.  THE
 GN0433'DISTANCE TO REFERENCE MARK NO. 1 WAS FOUND TO BE .013 METERS
 GN0433'SHORTER THAN THE 1945 MEASUREMENT.  THE DISTANCE TO REFERENCE
 GN0433'MARK NO. 2 WAS FOUND TO BE .022 METERS SHORTER THAN THE 1945
 GN0433'MEASUREMENT.
 GN0433'
 GN0433'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 GN0433'
 GN0433'THE STATION IS ON A HIGH TIMBERED MESA ON THE DIVIDE BETWEEN THE
 GN0433'BRAZOS AND THE CHAMA RIVERS, APPROXIMATELY 12 MILES NORTHEAST
 GN0433'OF PARKVIEW, 9 MILES EAST OF U.S. HIGHWAY 84 AND 2-1/2 MILES
 GN0433'NORTHWEST OF A PROMINENT BARE ROCKY PEAK LOCALLY KNOWN AS BRAZOS
 GN0433'PEAK.
 GN0433'
 GN0433'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 84 AND
 GN0433'STATE HIGHWAY 17, APPROXIMATELY 1-1/2 MILES SOUTH OF CHAMA, GO
 GN0433'SOUTH ON HIGHWAY 84 FOR 4.45 MILES TO THE BROKEN ARROW LODGE
 GN0433'ON THE RIGHT.  CONTINUE SOUTH ON HIGHWAY 84 FOR 0.7 MILE TO A
 GN0433'SIDE ROAD ON THE LEFT.  TURN SHARP LEFT, EASTERLY, ON A DIRT
 GN0433'ROAD FOR 0.05 MILE TO A CATTLE GUARD AND A GATE.  PASS THROUGH
 GN0433'THE GATE AND CONTINUE EASTERLY ON THE DIRT ROAD FOR 2.4 MILES TO
 GN0433'A REVERSE-Y AND A ROAD FORK APPROXIMATELY 50 FEET PAST THE
 GN0433'REVERSE-Y.  BEAR LEFT, UPHILL, ON A LOGGING ROAD FOR 0.15 MILE TO A
 GN0433'ROAD FORK.  BEAR RIGHT ON THE MAIN TRAVELED ROAD FOR 0.25
 GN0433'MILE TO A CATTLE GUARD.  CROSS THE CATTLE GUARD AND CONTINUE
 GN0433'ON THE LOGGING ROAD FOR 3.95 MILES TO A SMALL BUILDING AND A
 GN0433'POLE CORRAL ON THE LEFT.  CONTINUE STRAIGHT AHEAD ON THE
 GN0433'LOGGING ROAD FOR 2.6 MILES TO AN OLD SAWMILL SITE ON THE LEFT
 GN0433'AND A ROAD FORK.  BEAR RIGHT FOR 0.15 MILE TO A REVERSE-Y.
 GN0433'CONTINUE STRAIGHT AHEAD ON THE MAIN TRAVELED ROAD FOR 1.0
 GN0433'MILE TO A FORK, EVIDENCED BY SAWMILL REMAINS AND FOUR ONE
 GN0433'ROOM CABINS ON THE LEFT.  BEAR LEFT, PASSING ON THE LEFT OF THE
 GN0433'FOUR CABINS, UPHILL, FOR 0.2 MILE TO A ROAD FORK AND A
 GN0433'INTERMITTENT CREEK.  BEAR RIGHT AND GO 1.0 MILE TO AN OLD
 GN0433'SAWMILL SITE AND A SIDE ROAD ON THE LEFT.  CONTINUE STRAIGHT
 GN0433'AHEAD ON THE MAIN TRAVELED ROAD FOR 0.7 MILE (PASSING SEVERAL
 GN0433'SAWMILL SITES) TO A SIDE ROAD ON THE LEFT.  TURN SHARP LEFT,
 GN0433'UPHILL, ON TRACK ROAD FOR 0.6 MILE TO A ROAD LEADING INTO THE
 GN0433'WOODS ON THE RIGHT.  TURN SHARP RIGHT, UPHILL, AND GO
 GN0433'NORTHEAST FOR APPROXIMATELY 1 MILE TO A CLEARED AREA NEAR THE
 GN0433'SOUTH END OF THE MESA AND THE STATION.
 GN0433'
 GN0433'STATION MARK IS A STANDARD DISK STAMPED BRAZOS 1935, CEMENTED
 GN0433'IN A DRILL HOLE IN A BOULDER WHICH IS FLUSH WITH THE SURFACE
 GN0433'OF THE GROUND.  IT IS 200 FEET SOUTH OF THE NORTH EDGE OF
 GN0433'THE MESA, 150 FEET NORTH OF WHERE THE MESA SLOPES OFF TO THE
 GN0433'SOUTH AND 16 FEET NORTHWEST OF A 12-INCH SPRUCE TREE WITH A
 GN0433'TRIANGLE BLAZE ON IT.
 GN0433'
 GN0433'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED BRAZOS NO 1 1935,
 GN0433'IS CEMENTED IN A DRILL HOLE IN A BOULDER WHICH IS FLUSH WITH THE
 GN0433'SURFACE OF THE GROUND.
 GN0433'
 GN0433'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED BRAZOS NO 2 1935,
 GN0433'IS CEMENTED IN A DRILL HOLE IN A BOULDER WHICH IS FLUSH WITH THE
 GN0433'SURFACE OF THE GROUND.
 GN0433'
 GN0433'AZIMUTH MARK, A STANDARD DISK STAMPED BRAZOS 1945, IS CEMENTED
 GN0433'IN A DRILL HOLE IN OUTCROPPING BEDROCK.  IT IS ON THE HIGHEST
 GN0433'POINT OF A PROMINENT BARE ROCKY PEAK LOCALLY KNOWN AS BRAZOS
 GN0433'PEAK WHICH IS APPROXIMATELY 2-1/2 MILES SOUTHEAST OF THE STATION.
 GN0433'
 GN0433'TO REACH THE AZIMUTH MARK FROM THE STATION, PACK SOUTHEAST FOR
 GN0433'APPROXIMATELY 2-1/2 MILES TO THE HIGHEST POINT OF A PROMINENT
 GN0433'BARE ROCKY PEAK LOCALLY KNOWN AS BRAZOS PEAK AND THE AZIMUTH
 GN0433'MARK.
 GN0433'
 GN0433'NOTE--REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
 GN0433'
 GN0433'NOTE--A 4-WHEEL DRIVE TRUCK IS REQUIRED TO REACH THE STATION.
 GN0433'
 GN0433'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0503 ***********************************************************************
 GN0503  DESIGNATION -  BRAZOS
 GN0503  PID         -  GN0503
 GN0503  STATE/COUNTY-  NM/RIO ARRIBA
 GN0503  USGS QUAD   -  BRAZOS (1983)
 GN0503
 GN0503                         *CURRENT SURVEY CONTROL
 GN0503  ___________________________________________________________________
 GN0503* NAD 83(1992)-  36 48 20.89013(N)    106 33 38.61215(W)     ADJUSTED  
 GN0503* NAVD 88     -      2389.91   (+/-2cm)    7840.9    (feet)  VERTCON   
 GN0503  ___________________________________________________________________
 GN0503  LAPLACE CORR-          10.62  (seconds)                    DEFLEC99
 GN0503  GEOID HEIGHT-         -17.30  (meters)                     GEOID03
 GN0503
 GN0503  HORZ ORDER  -  SECOND
 GN0503  VERT ORDER  -  THIRD ? (See Below)
 GN0503
 GN0503.The horizontal coordinates were established by classical geodetic methods
 GN0503.and adjusted by the National Geodetic Survey in December 1993..
 GN0503
 GN0503.The NAVD 88 height was computed by applying the VERTCON shift value to
 GN0503.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GN0503.The vertical order pertains to the NGVD 29 superseded value.
 GN0503
 GN0503.The Laplace correction was computed from DEFLEC99 derived deflections.
 GN0503
 GN0503.The geoid height was determined by GEOID03.
 GN0503
 GN0503;                    North         East     Units Scale Factor Converg.
 GN0503;SPC NM C     -   643,966.101   472,274.350   MT  0.99990947   -0 11 10.2
 GN0503;SPC NM C     - 2,112,745.45  1,549,453.43   sFT  0.99990947   -0 11 10.2
 GN0503;SPC CO S     -   320,780.384   819,737.388   MT  1.00010506   -0 39 02.3
 GN0503;SPC CO S     - 1,052,426.98  2,689,421.75   sFT  1.00010506   -0 39 02.3
 GN0503;UTM  13      - 4,074,465.996   360,775.511   MT  0.99983880   -0 56 06.7
 GN0503
 GN0503!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GN0503!SPC NM C     -   0.99962779  x   0.99990947  =   0.99953730
 GN0503!SPC CO S     -   0.99962779  x   1.00010506  =   0.99973281
 GN0503!UTM  13      -   0.99962779  x   0.99983880  =   0.99946665
 GN0503
 GN0503:                Primary Azimuth Mark                     Grid Az
 GN0503:SPC NM C     -  PARKVIEW                                 201 27 57.2
 GN0503:SPC CO S     -  PARKVIEW                                 201 55 49.3
 GN0503:UTM  13      -  PARKVIEW                                 202 12 53.7
 GN0503
 GN0503|---------------------------------------------------------------------|
 GN0503| PID    Reference Object                     Distance      Geod. Az  |
 GN0503|                                                           dddmmss.s |
 GN0503| GN0512 PARKVIEW                            APPROX. 7.2 KM 2011647.0 |
 GN0503|---------------------------------------------------------------------|
 GN0503
 GN0503                          SUPERSEDED SURVEY CONTROL
 GN0503
 GN0503  NAD 83(1992)-  36 48 20.89103(N)    106 33 38.61731(W) AD(       ) 2
 GN0503  NAD 83(1986)-  36 48 20.89109(N)    106 33 38.61855(W) AD(       ) 2
 GN0503  NAD 27      -  36 48 20.84592(N)    106 33 36.49545(W) AD(       ) 2
 GN0503  NGVD 29 (07/19/86) 2388.52   (m)         7836.3    (f) LEVELING    3  
 GN0503
 GN0503.Superseded values are not recommended for survey control.
 GN0503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0503.See file dsdata.txt to determine how the superseded data were derived.
 GN0503
 GN0503_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCA6077674466(NAD 83)
 GN0503_MARKER: DB = BENCH MARK DISK
 GN0503_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GN0503_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GN0503_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GN0503+STABILITY: SURFACE MOTION
 GN0503
 GN0503  HISTORY     - Date     Condition        Report By
 GN0503  HISTORY     - 1946     MONUMENTED       USGS
 GN0503  HISTORY     - 1953     GOOD             USGS
 GN0503  HISTORY     - 1961     GOOD             USGS
 GN0503
 GN0503                          STATION DESCRIPTION
 GN0503
 GN0503'DESCRIBED BY US GEOLOGICAL SURVEY 1953 (JTD)
 GN0503'FOUND AS DESCRIBED.
 GN0503'
 GN0503'STATION MARK--STANDARD TABLET, SET IN A CONCRETE POST, STAMPED
 GN0503'---BRAZOS 1946---.
 GN0503'
 GN0503'REFERENCE MARKS--NONE.
 GN0503
 GN0503                          STATION RECOVERY (1961)
 GN0503
 GN0503'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961 (HWK)
 GN0503'6 MILES SOUTH OF CHAMA, 1/4 MILE EAST OF U.S. HIGHWAY 84, ON
 GN0503'A LOW, PARTLY BARE KNOLL WITH HIGHER COUNTRY TO THE EAST.
 GN0503'
 GN0503'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION PARK,
 GN0503'DISTANCE BEING 24.66 FEET (7.515 METERS) SOUTH OF STATION PARK.
 GN0503'THE MARK IS A STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK DISK
 GN0503'STAMPED BRAZOS 1946 C.H., IS SET IN A 6-INCH ROUND CONCRETE POST
 GN0503'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1086 ***********************************************************************
 FO1086  DESIGNATION -  BREAK
 FO1086  PID         -  FO1086
 FO1086  STATE/COUNTY-  NM/SANDOVAL
 FO1086  USGS QUAD   -  LOMA MACHETE (1990)
 FO1086
 FO1086                         *CURRENT SURVEY CONTROL
 FO1086  ___________________________________________________________________
 FO1086* NAD 83(1992)-  35 21 52.58706(N)    106 42 01.14974(W)     ADJUSTED  
 FO1086* NAVD 88     -      1864.3    (meters)    6116.     (feet)  VERTCON   
 FO1086  ___________________________________________________________________
 FO1086  LAPLACE CORR-          -0.79  (seconds)                    DEFLEC99
 FO1086  GEOID HEIGHT-         -20.95  (meters)                     GEOID03
 FO1086
 FO1086  HORZ ORDER  -  SECOND
 FO1086
 FO1086.The horizontal coordinates were established by classical geodetic methods
 FO1086.and adjusted by the National Geodetic Survey in December 1993..
 FO1086
 FO1086.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1086.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1086
 FO1086.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1086
 FO1086.The geoid height was determined by GEOID03.
 FO1086
 FO1086;                    North         East     Units Scale Factor Converg.
 FO1086;SPC NM C     -   484,114.234   459,078.304   MT  0.99992063   -0 15 38.3
 FO1086;SPC NM C     - 1,588,298.12  1,506,159.40   sFT  0.99992063   -0 15 38.3
 FO1086;UTM  13      - 3,914,804.707   345,526.882   MT  0.99989407   -0 59 03.5
 FO1086
 FO1086!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1086!SPC NM C     -   0.99971074  x   0.99992063  =   0.99963140
 FO1086!UTM  13      -   0.99971074  x   0.99989407  =   0.99960485
 FO1086
 FO1086:                Primary Azimuth Mark                     Grid Az
 FO1086:SPC NM C     -  BERNALILLO WATER TANK                    117 31 32.0
 FO1086:UTM  13      -  BERNALILLO WATER TANK                    118 14 57.2
 FO1086
 FO1086|---------------------------------------------------------------------|
 FO1086| PID    Reference Object                     Distance      Geod. Az  |
 FO1086|                                                           dddmmss.s |
 FO1086| FO1064 BERNALILLO WATER TANK               APPROX.14.9 KM 1171553.7 |
 FO1086| CD3179 BREAK RM 1                                         19823     |
 FO1086| CD3180 BREAK RM 2                                         27139     |
 FO1086|---------------------------------------------------------------------|
 FO1086
 FO1086                          SUPERSEDED SURVEY CONTROL
 FO1086
 FO1086  NAD 83(1986)-  35 21 52.59256(N)    106 42 01.14973(W) AD(       ) 2
 FO1086  NAD 27      -  35 21 52.46210(N)    106 41 59.04006(W) AD(       ) 2
 FO1086  NGVD 29 (07/19/86) 1863.4    (m)         6114.     (f) VERT ANG       
 FO1086
 FO1086.Superseded values are not recommended for survey control.
 FO1086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1086.See file dsdata.txt to determine how the superseded data were derived.
 FO1086
 FO1086_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV4552714805(NAD 83)
 FO1086_MARKER: DB = BENCH MARK DISK
 FO1086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FO1086_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FO1086
 FO1086  HISTORY     - Date     Condition        Report By
 FO1086  HISTORY     - 1958     MONUMENTED       USGS
 FO1086  HISTORY     - 1958     GOOD             CGS
 FO1086
 FO1086                          STATION DESCRIPTION
 FO1086
 FO1086'DESCRIBED BY US GEOLOGICAL SURVEY 1958 (RLE)
 FO1086'THE STATION IS LOCATED AIRLINE, ABOUT 14-1/2 MILES SOUTH-SOUTHEAST
 FO1086'OF SAN YERIDO AND ABOUT 9-1/2 MILES NORTHWEST OF BERNALILLO,
 FO1086'ON THE HIGHEST PART OF A LOW HILL.
 FO1086'
 FO1086'THE STATION IS A STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK
 FO1086'DISK STAMPED BREAK 1949 SET IN TOP OF AN 8-INCH SQUARE CONCRETE
 FO1086'MONUMENT WHICH PROJECTS ABOUT 8 INCHES ABOVE THE GROUND.
 FO1086'
 FO1086'REFERENCE MARK NUMBER ONE IS A STANDARD U.S. GEOLOGICAL SURVEY
 FO1086'REFERENCE MARK DISK STAMPED BREAK NO 1 1949 SET IN TOP OF AN
 FO1086'8-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS ABOUT 14 INCHES
 FO1086'ABOVE THE GROUND AND IS ABOUT 6 FEET LOWER THAN THE STATION.
 FO1086'
 FO1086'REFERENCE MARK NUMBER TWO IS A STANDARD U.S. GEOLOGICAL SURVEY
 FO1086'REFERENCE MARK DISK STAMPED BREAK NO 2 1949 SET IN TOP OF AN
 FO1086'8-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS ABOUT 10
 FO1086'INCHES ABOVE THE GROUND AND IS ABOUT 4 FEET LOWER THAN THE
 FO1086'STATION.
 FO1086'
 FO1086'THE DISTANCE BETWEEN THE REFERENCE MARKS IS 65.55 FT.
 FO1086'
 FO1086'STATION JEMEZ 1938 WAS USED AS THE AZIMUTH MARK.
 FO1086'
 FO1086'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 85
 FO1086'AND STATE HIGHWAY 44 IN THE NORTH END OF BERNALILLO, GO
 FO1086'WEST-NORTHWEST ON STATE HIGHWAY 44 FOR 5.5 MILES.  TURN LEFT
 FO1086'OFF THE HIGHWAY, PASS OVER A CATTLE GUARD AND GO WEST ON THE
 FO1086'MAIN TRAVELED DIRT ROAD FOR 1.45 MILES TO A FAINT TRACK ROAD
 FO1086'ON THE RIGHT.  TURN RIGHT ONTO THE TRACK ROAD AND GO
 FO1086'WEST-NORTHWESTERLY ON THE TRACK ROAD FOR 3.75 MILES TO THE
 FO1086'END OF THE TRACK ROAD ON THE HIGHEST PART OF A LOW HILL AND
 FO1086'THE STATION.
 FO1086'
 FO1086'HEIGHT OF LIGHT ABOVE STATION MARK 1.31 METERS.
 FO1086
 FO1086                          STATION RECOVERY (1958)
 FO1086
 FO1086'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 FO1086'NO TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0753 ***********************************************************************
 GM0753  DESIGNATION -  BREMER
 GM0753  PID         -  GM0753
 GM0753  STATE/COUNTY-  NM/COLFAX
 GM0753  USGS QUAD   -  DAWSON (1987)
 GM0753
 GM0753                         *CURRENT SURVEY CONTROL
 GM0753  ___________________________________________________________________
 GM0753* NAD 83(1992)-  36 44 56.09252(N)    104 52 29.69144(W)     ADJUSTED  
 GM0753* NAVD 88     -      2398.5    (meters)    7869.     (feet)  VERTCON   
 GM0753  ___________________________________________________________________
 GM0753  LAPLACE CORR-          -6.19  (seconds)                    DEFLEC99
 GM0753  GEOID HEIGHT-         -17.55  (meters)                     GEOID03
 GM0753
 GM0753  HORZ ORDER  -  FIRST
 GM0753
 GM0753.The horizontal coordinates were established by classical geodetic methods
 GM0753.and adjusted by the National Geodetic Survey in December 1993..
 GM0753
 GM0753.The NAVD 88 height was computed by applying the VERTCON shift value to
 GM0753.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GM0753
 GM0753.The Laplace correction was computed from DEFLEC99 derived deflections.
 GM0753
 GM0753.The geoid height was determined by GEOID03.
 GM0753
 GM0753;                    North         East     Units Scale Factor Converg.
 GM0753;SPC NM E     -   637,751.158   116,639.117   MT  0.99993789   -0 19 26.5
 GM0753;SPC NM E     - 2,092,355.26    382,673.50   sFT  0.99993789   -0 19 26.5
 GM0753;UTM  13      - 4,067,026.532   511,166.126   MT  0.99960154   +0 04 29.4
 GM0753
 GM0753!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GM0753!SPC NM E     -   0.99962647  x   0.99993789  =   0.99956439
 GM0753!UTM  13      -   0.99962647  x   0.99960154  =   0.99922816
 GM0753
 GM0753|---------------------------------------------------------------------|
 GM0753| PID    Reference Object                     Distance      Geod. Az  |
 GM0753|                                                           dddmmss.s |
 GM0753| CM8503 BREMER RM 1                           5.174 METERS 15847     |
 GM0753| GM0727 EL PASO PUEBLO AIRWAY BCN 39        APPROX.51.8 KM 1674320.8 |
 GM0753| CM8502 BREMER AZ MK                                       1795904.0 |
 GM0753| FN0519 DENVER ALBUQUERQUE AWY BN 37        APPROX.83.6 KM 1831405.3 |
 GM0753| CM8504 BREMER RM 2                           4.400 METERS 28329     |
 GM0753|---------------------------------------------------------------------|
 GM0753
 GM0753                          SUPERSEDED SURVEY CONTROL
 GM0753
 GM0753  NAD 83(1992)-  36 44 56.09660(N)    104 52 29.68913(W) AD(       ) 1
 GM0753  NAD 83(1986)-  36 44 56.09954(N)    104 52 29.69264(W) AD(       ) 1
 GM0753  NAD 27      -  36 44 55.98900(N)    104 52 27.70500(W) AD(       ) 1
 GM0753  NGVD 29 (07/19/86) 2397.5    (m)         7866.     (f) VERT ANG       
 GM0753
 GM0753.Superseded values are not recommended for survey control.
 GM0753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0753.See file dsdata.txt to determine how the superseded data were derived.
 GM0753
 GM0753_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEA1116667027(NAD 83)
 GM0753_MARKER: DS = TRIANGULATION STATION DISK
 GM0753_SETTING: 66 = SET IN ROCK OUTCROP
 GM0753
 GM0753  HISTORY     - Date     Condition        Report By
 GM0753  HISTORY     - 1945     MONUMENTED       CGS
 GM0753  HISTORY     - 1949     GOOD             CGS
 GM0753  HISTORY     - 1962     GOOD             USGS
 GM0753
 GM0753                          STATION DESCRIPTION
 GM0753
 GM0753'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (CAE)
 GM0753'STATION IS ON A HIGH SHARP HILL WHICH IS ROCKY AND COVERED
 GM0753'WITH SCRUB CEDAR AND PINE.  IT IS LOCATED ABOUT 5 MILES (AIR LINE)
 GM0753'NW OF DAWSON AND 26 MILES SW OF RATON.  THE HILL IS THE HIGHEST
 GM0753'AND MOST PROMINENT IN THE VICINITY, BUT A LONG RIDGE OF ABOUT
 GM0753'THE SAME ELEVATION LIES ABOUT 1 MILE NNW.
 GM0753'
 GM0753'TO REACH THE STATION FROM THE POST OFFICE IN DAWSON, TURN W ON
 GM0753'THE STREET DOWN WHICH THE POST OFFICE FACES AND GO ONE BLOCK,
 GM0753'TURN RIGHT FOR ONE BLOCK, THEN TURN LEFT AND GO W 0.1 MILE
 GM0753'TO WHERE THE ROAD TURNS RIGHT BUT A LESSER ROAD CONTINUES
 GM0753'STRAIGHT.  KEEP STRAIGHT ON THIS LESSER ROAD 0.3 MILE TO A RIGHT
 GM0753'FORK ABOUT 0.1 MILE AFTER CROSSING A RAILROAD TRACK.  KEEP RIGHT
 GM0753'FORK AND CONTINUE 1.5 MILES, PASSING THROUGH A DESERTED MINING
 GM0753'SETTLEMENT TO A RIGHT FORK WHICH CROSSES THE CANYON TO THE OLD
 GM0753'COAL MINE.  KEEP STRAIGHT AHEAD UP THE LEFT SIDE OF CANYON ON THE
 GM0753'LEFT FORK, WHICH SOON GOES INTO A SMALLER CANYON LEADING W,
 GM0753'6.7 MILES ON A POOR TRACK ROAD TO A GRASSY CANYON AT THE HEAD OF
 GM0753'WHICH CAN BE SEEN THE HIGH STATION HILL.  THIS GRASSY CANYON IS
 GM0753'ON THE RIGHT OF THE ROAD AND A TRUCK CAN BE DRIVEN UP IT
 GM0753'ABOUT 0.7 MILE TO A FENCE LINE.  FROM HERE, PACK N ACROSS
 GM0753'FENCE AND UP TO THE HIGHEST POINT AND THE STATION.  A
 GM0753'1/2-HOUR PACK.  TO REACH THE AZIMUTH MARK, INSTEAD OF
 GM0753'TURNING OFF THE TRACK ROAD AND UP THE GRASSY VALLEY -
 GM0753'CONTINUE ALONG THE ROAD 0.5 MILE TO THE AZIMUTH MARK ON THE
 GM0753'LEFT, 84 FEET SW OF THE ROAD.
 GM0753'
 GM0753'STATION MARK IS A BRONZE STATION DISK SET IN A DRILL HOLE IN
 GM0753'OUTCROPPING BEDROCK WHICH IS FLUSH WITH THE GROUND.  IT IS
 GM0753'LOCATED 6 FEET NW OF AND ABOUT 4 FEET LOWER THAN A ROCK CAIRN
 GM0753'WHICH IS ON THE HIGHEST POINT OF THE HILL.  DISK IS STAMPED
 GM0753'BREMER 1945.
 GM0753'
 GM0753'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A DRILL HOLE
 GM0753'IN A LARGE FLAT BOULDER WHICH PROJECTS ABOUT 1-1/2 FEET ABOVE
 GM0753'THE GROUND.  IT IS LOCATED SSE OF THE STATION AND ABOUT 4-1/2
 GM0753'FEET LOWER.  DISK IS STAMPED BREMER NO 1 1945.
 GM0753'
 GM0753'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A DRILL HOLE
 GM0753'IN OUTCROPPING BEDROCK WHICH PROJECTS ABOUT 3 INCHES ABOVE
 GM0753'THE GROUND.  IT IS LOCATED W OF THE STATION AND ABOUT 2-1/2
 GM0753'FEET LOWER.  DISK IS STAMPED BREMER NO 2 1945.
 GM0753'
 GM0753'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN A DRILL HOLE IN
 GM0753'OUTCROPPING BEDROCK FLUSH WITH THE GROUND.  IT IS LOCATED S
 GM0753'OF THE STATION, 84 FEET SW OF A TRACK ROAD, AND 11.8 FEET N
 GM0753'OF A 4- BY 4-INCH WHITE WITNESS POST WHICH IS NAILED TO A SMALL
 GM0753'TREE WITH THE BRANCHES TRIMMED OFF.  DISK IS STAMPED BREMER 1945.
 GM0753
 GM0753                          STATION RECOVERY (1949)
 GM0753
 GM0753'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (DHK)
 GM0753'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 GM0753'IN GOOD CONDITION.  IT IS NECESSARY TO OBTAIN A KEY FOR ONE OF THE
 GM0753'LOCKED GATES FROM THE PHILIPPS DODGE CORPORATION OFFICE IN THE
 GM0753'FIRST NATIONAL BANK BUILDING IN RATON.
 GM0753
 GM0753                          STATION RECOVERY (1962)
 GM0753
 GM0753'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962 (JEG)
 GM0753'STATION MARK--STANDARD USC AND GS DISK, STAMPED ---BREMER 1945---,
 GM0753'SET IN A DRILL HOLE IN OUTCROPPING BEDROCK FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1614 ***********************************************************************
 CX1614  DESIGNATION -  BRENDA
 CX1614  PID         -  CX1614
 CX1614  STATE/COUNTY-  NM/OTERO
 CX1614  USGS QUAD   -  WHITE SANDS NE (1955)
 CX1614
 CX1614                         *CURRENT SURVEY CONTROL
 CX1614  ___________________________________________________________________
 CX1614* NAD 83(1992)-  32 28 09.88376(N)    106 19 49.74806(W)     ADJUSTED  
 CX1614* NAVD 88     -      1219.43   (+/-2cm)    4000.7    (feet)  VERTCON   
 CX1614  ___________________________________________________________________
 CX1614  LAPLACE CORR-           1.22  (seconds)                    DEFLEC99
 CX1614  GEOID HEIGHT-         -23.63  (meters)                     GEOID03
 CX1614
 CX1614  HORZ ORDER  -  FIRST
 CX1614  VERT ORDER  -  THIRD ? (See Below)
 CX1614
 CX1614.The horizontal coordinates were established by classical geodetic methods
 CX1614.and adjusted by the National Geodetic Survey in December 1993..
 CX1614
 CX1614.The NAVD 88 height was computed by applying the VERTCON shift value to
 CX1614.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CX1614.The vertical order pertains to the NGVD 29 superseded value.
 CX1614
 CX1614.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1614
 CX1614.The geoid height was determined by GEOID03.
 CX1614
 CX1614;                    North         East     Units Scale Factor Converg.
 CX1614;SPC NM C     -   162,918.220   492,434.423   MT  0.99990071   -0 02 35.6
 CX1614;SPC NM C     -   534,507.53  1,615,595.27   sFT  0.99990071   -0 02 35.6
 CX1614;UTM  13      - 3,593,247.853   374,968.205   MT  0.99979277   -0 42 51.7
 CX1614
 CX1614!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1614!SPC NM C     -   0.99981228  x   0.99990071  =   0.99971301
 CX1614!UTM  13      -   0.99981228  x   0.99979277  =   0.99960509
 CX1614
 CX1614|---------------------------------------------------------------------|
 CX1614| PID    Reference Object                     Distance      Geod. Az  |
 CX1614|                                                           dddmmss.s |
 CX1614| CC7036 BRENDA RM 1                          12.560 METERS 21938     |
 CX1614| CC7037 BRENDA RM 2                          16.307 METERS 27322     |
 CX1614| CC7035 BRENDA AZ MK 2                                     3101918.8 |
 CX1614| CC7034 BRENDA AZ MK                                       3110021.1 |
 CX1614| CC7038 BRENDA RM 3                          10.187 METERS 32025     |
 CX1614|---------------------------------------------------------------------|
 CX1614
 CX1614                          SUPERSEDED SURVEY CONTROL
 CX1614
 CX1614  NAD 83(1986)-  32 28 09.89012(N)    106 19 49.74734(W) AD(       ) 1
 CX1614  NAD 27      -  32 28 09.56017(N)    106 19 47.77852(W) AD(       ) 1
 CX1614  NGVD 29 (07/19/86) 1218.84   (m)         3998.8    (f) LEVELING    3  
 CX1614
 CX1614.Superseded values are not recommended for survey control.
 CX1614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1614.See file dsdata.txt to determine how the superseded data were derived.
 CX1614
 CX1614_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR7496893248(NAD 83)
 CX1614_MARKER: DS = TRIANGULATION STATION DISK
 CX1614_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX1614
 CX1614  HISTORY     - Date     Condition        Report By
 CX1614  HISTORY     - 1968     MONUMENTED       CGS
 CX1614
 CX1614                          STATION DESCRIPTION
 CX1614
 CX1614'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JCC)
 CX1614'THE STATION IS LOCATED ABOUT 12.5 MILES EAST NORTHEAST OF WHITE
 CX1614'SANDS MISSILE RANGE HEADQUARTERS AND ABOUT 5.5 MILES NORTH OF
 CX1614'WSMR ROUTE NO. 2 ON A MOUND WITH 6 WHITE ASTRODOMES ON IT.
 CX1614'
 CX1614'TO REACH THE STATION FROM WHITE SANDS MISSILE RANGE HEADQUARTERS
 CX1614'GO EAST ON WSMR ROUTE 2 FOR 2 MILES TO A FORK.  TAKE LEFT FORK AND
 CX1614'GO NORTHEAST ON A PAVED ROAD 9.2 MILES TO A GRAVELED ROAD LEFT.
 CX1614'TURN LEFT AND GO NORTH NORTHWEST ON A GRAVELED ROAD 0.6 MILE TO A
 CX1614'MOUND AND THE STATION ON THE RIGHT, ABOUT 250 FEET EAST OF THE
 CX1614'GRAVELED ROAD.
 CX1614'
 CX1614'STATION MARK, A STANDARD DISK STAMPED BRENDA 1965, IS SET IN THE
 CX1614'TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH THE
 CX1614'SURFACE OF THE GROUND.  IT IS 47 FEET SOUTHEAST OF THE NORTHEAST
 CX1614'CORNER OF A CONCRETE PAD, 17 FEET NORTH NORTHEAST OF THE SOUTHEAST
 CX1614'CORNER OF THE CONCRETE PAD AND 10 FEET EAST NORTHEAST OF THE EAST
 CX1614'EDGE OF THE CONCRETE PAD.
 CX1614'
 CX1614'RM NO. 1, A STANDARD DISK STAMPED BRENDA NO 1 1965, IS SET IN THE TOP
 CX1614'OF A 10 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS ABOUT 0.1 FOOT
 CX1614'ABOVE THE GROUND.  IT IS 58 FEET SOUTH SOUTHEAST OF THE NORTHWEST
 CX1614'CORNER OF A CONCRETE PAD, 22 FEET WEST SOUTHWEST OF THE SOUTHWEST
 CX1614'CORNER OF THE PAD, 20 FEET WEST SOUTHWEST OF THE WEST EDGE OF THE
 CX1614'PAD AND IS ABOUT THE SAME ELEVATION AS THE STATION.
 CX1614'
 CX1614'RM NO. 2, A STANDARD DISK STAMPED BRENDA NO 2 1965, IS SET IN THE TOP
 CX1614'OF A 10 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS ABOUT 0.3 FOOT
 CX1614'ABOVE THE GROUND.  IT IS 54 FEET WEST NORTHWEST OF THE SOUTHWEST
 CX1614'CORNER OF A CONCRETE PAD, 22 FEET SOUTHWEST OF THE NORTHWEST
 CX1614'CORNER OF THE PAD, 20 FEET SOUTHWEST OF THE WEST EDGE OF THE PAD
 CX1614'AND IS ABOUT THE SAME ELEVATION AS THE STATION.
 CX1614'
 CX1614'RM NO. 3, A STANDARD DISK STAMPED BRENDA NO 3 1965, IS SET IN THE TOP
 CX1614'OF A 10 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS ABOUT 0.4 FOOT
 CX1614'ABOVE THE GROUND.  IT IS 49 FEET NORTH NORTHWEST OF THE SOUTHEAST
 CX1614'CORNER OF A CONCRETE PAD, 15 FEET EAST OF THE NORTHEAST CORNER OF
 CX1614'THE PAD, 10 FEET EAST NORTHEAST OF THE EAST EDGE OF THE PAD AND IS
 CX1614'ABOUT THE SAME ELEVATION AS THE STATION.
 CX1614'
 CX1614'AZIMUTH MARK, A STANDARD DISK STAMPED BRENDA NO 2 1966, IS SET IN THE
 CX1614'TOP OF A 10 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS ABOUT 0.3
 CX1614'FOOT ABOVE THE GROUND.  IT IS 231 FEET NORTH NORTHWEST OF A POWER
 CX1614'LINE POLE WITH 3 TRANSFORMERS, 107 FEET SOUTHWEST OF A POWER POLE, 52
 CX1614'FEET EAST OF THE CENTERLINE OF A GRAVELED ROAD AND IS ABOUT 10 FEET
 CX1614'LOWER THAN THE STATION.
 CX1614'
 CX1614'AZIMUTH MARK DESTROYED BY CONSTRUCTION.  AZIMUTH MARK NO. 2
 CX1614'ESTABLISHED.
 CX1614'
 CX1614'ALL DISTANCES SEA LEVEL.
 CX1614'
 CX1614'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1615 ***********************************************************************
 CX1615  DESIGNATION -  BRENT
 CX1615  PID         -  CX1615
 CX1615  STATE/COUNTY-  NM/OTERO
 CX1615  USGS QUAD   -  WHITE SANDS NE (1955)
 CX1615
 CX1615                         *CURRENT SURVEY CONTROL
 CX1615  ___________________________________________________________________
 CX1615* NAD 83(1992)-  32 28 37.85104(N)    106 19 53.67429(W)     ADJUSTED  
 CX1615* NAVD 88     -      1218.30   (+/-2cm)    3997.0    (feet)  VERTCON   
 CX1615  ___________________________________________________________________
 CX1615  LAPLACE CORR-           1.08  (seconds)                    DEFLEC99
 CX1615  GEOID HEIGHT-         -23.62  (meters)                     GEOID03
 CX1615
 CX1615  HORZ ORDER  -  FIRST
 CX1615  VERT ORDER  -  THIRD ? (See Below)
 CX1615
 CX1615.The horizontal coordinates were established by classical geodetic methods
 CX1615.and adjusted by the National Geodetic Survey in December 1993..
 CX1615
 CX1615.The NAVD 88 height was computed by applying the VERTCON shift value to
 CX1615.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CX1615.The vertical order pertains to the NGVD 29 superseded value.
 CX1615
 CX1615.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1615
 CX1615.The geoid height was determined by GEOID03.
 CX1615
 CX1615;                    North         East     Units Scale Factor Converg.
 CX1615;SPC NM C     -   163,779.722   492,332.564   MT  0.99990072   -0 02 37.7
 CX1615;SPC NM C     -   537,333.97  1,615,261.09   sFT  0.99990072   -0 02 37.7
 CX1615;UTM  13      - 3,594,110.396   374,876.456   MT  0.99979306   -0 42 54.4
 CX1615
 CX1615!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1615!SPC NM C     -   0.99981246  x   0.99990072  =   0.99971320
 CX1615!UTM  13      -   0.99981246  x   0.99979306  =   0.99960556
 CX1615
 CX1615:                Primary Azimuth Mark                     Grid Az
 CX1615:SPC NM C     -  BRENT AZ MK                              005 35 33.2
 CX1615:UTM  13      -  BRENT AZ MK                              006 15 49.9
 CX1615
 CX1615|---------------------------------------------------------------------|
 CX1615| PID    Reference Object                     Distance      Geod. Az  |
 CX1615|                                                           dddmmss.s |
 CX1615| CC7039 BRENT AZ MK                                        0053255.5 |
 CX1615| CC7042 BRENT RM 3                            8.322 METERS 02419     |
 CX1615| CC7040 BRENT RM 1                           12.989 METERS 28035     |
 CX1615| CC7041 BRENT RM 2                           13.672 METERS 31743     |
 CX1615| CX1616 BRIAN                               434.500 METERS 3555416.1 |
 CX1615|---------------------------------------------------------------------|
 CX1615
 CX1615                          SUPERSEDED SURVEY CONTROL
 CX1615
 CX1615  NAD 83(1986)-  32 28 37.85740(N)    106 19 53.67363(W) AD(       ) 1
 CX1615  NAD 27      -  32 28 37.52855(N)    106 19 51.70438(W) AD(       ) 1
 CX1615  NGVD 29 (07/19/86) 1217.71   (m)         3995.1    (f) LEVELING    3  
 CX1615
 CX1615.Superseded values are not recommended for survey control.
 CX1615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1615.See file dsdata.txt to determine how the superseded data were derived.
 CX1615
 CX1615_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR7487694110(NAD 83)
 CX1615_MARKER: DS = TRIANGULATION STATION DISK
 CX1615_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX1615
 CX1615  HISTORY     - Date     Condition        Report By
 CX1615  HISTORY     - 1968     MONUMENTED       CGS
 CX1615
 CX1615                          STATION DESCRIPTION
 CX1615
 CX1615'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JCC)
 CX1615'THE STATION IS LOCATED ABOUT 12.5 MILES EAST NORTHEAST OF WHITE
 CX1615'SANDS MISSLE RANGE HEADQUARTERS AND ABOUT 6 MILES NORTH OF WSMR
 CX1615'ROUTE NO. 2 ON A MOUND WITH 3 WHITE ASTRODOMES ON IT.
 CX1615'
 CX1615'TO REACH THE STATION FROM WHITE SANDS MISSILE RANGE HEADQUARTERS GO
 CX1615'EAST 2.2 MILES ON WSMR ROUTE NO. 2 TO A FORK.  TAKE LEFT FORK AND
 CX1615'GO NORTHEAST 9.2 MILES ON A PAVED ROAD TO A GRAVELED ROAD LEFT.
 CX1615'TURN LEFT AND GO NORTHWESTERLY 0.7 MILE TO FORK.  TAKE RIGHT FORK
 CX1615'AND CONTINUE STRAIGHT AHEAD, NORTHWESTERLY 0.4 MILE ON A
 CX1615'GRAVELED ROAD TO A MOUND AND THE STATION.
 CX1615'
 CX1615'STATION MARK, A STANDARD DISK STAMPED BRENT 1965, IS SET IN THE TOP
 CX1615'OF A 10 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS ABOUT 0.1 FOOT
 CX1615'ABOVE THE GROUND.  IT IS 27 FEET SOUTH OF THE NORTHEAST CORNER OF
 CX1615'A CONCRETE PAD, 11 FEET EAST OF THE SOUTHEAST CORNER OF THE PAD
 CX1615'AND 10 FEET EAST SOUTHEAST OF THE EAST EDGE OF THE PAD.
 CX1615'
 CX1615'RM NO. 1, A STANDARD DISK STAMPED BRENT NO 1 1965, IS SET IN THE TOP
 CX1615'OF A 10 INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH THE
 CX1615'GROUND.  IT IS 40 FEET WEST SOUTHWEST OF THE NORTHWEST CORNER OF A
 CX1615'CONCRETE PAD, 23 FEET WEST OF THE SOUTHWEST CORNER OF THE PAD, 21
 CX1615'FEET NORTH NORTHEAST OF THE SOUTHWEST CORNER OF THE MOUND AND IT
 CX1615'IS ABOUT 1 FOOT LOWER THAN THE STATION.
 CX1615'
 CX1615'RM NO. 2, A STANDARD DISK STAMPED BRENT NO 2 1965, IS SET IN THE TOP
 CX1615'OF A 10 INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH THE
 CX1615'GROUND.  IT IS 32 FEET NORTH NORTHWEST OF THE SOUTHWEST CORNER OF
 CX1615'THE PAD, 22 FEET WEST OF THE NORTHWEST CORNER OF THE PAD, 21 FEET
 CX1615'WEST NORTHWEST OF THE WEST EDGE OF THE PAD AND ABOUT 1 FOOT LOWER
 CX1615'THAN THE STATION.
 CX1615'
 CX1615'RM NO. 3, A STANDARD DISK STAMPED BRENT NO 3 1965, IS SET IN THE
 CX1615'TOP OF A 10 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS ABOUT 0.1
 CX1615'FOOT ABOVE THE GROUND.  IT IS 34 FEET EAST NORTHEAST OF THE SOUTHEAST
 CX1615'CORNER OF A CONCRETE PAD, 12 FEET SOUTH OF THE NORTHEAST CORNER
 CX1615'OF THE MOUND, 11 FEET EAST OF THE NORTHEAST CORNER OF THE
 CX1615'CONCRETE PAD AND IS ABOUT THE SAME ELEVATION AS THE STATION.
 CX1615'
 CX1615'AZIMUTH MARK, A STANDARD DISK STAMPED BRENT 1965, IS SET IN THE
 CX1615'TOP OF A 10 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS ABOUT 0.2
 CX1615'FOOT ABOVE THE GROUND.  IT IS 103 FEET EAST OF THE CENTERLINE OF A
 CX1615'GRAVEL ROAD AND IS ABOUT 6 FEET LOWER THAN THE STATION.
 CX1615'
 CX1615'SEA LEVEL DISTANCES.
 CX1615'
 CX1615'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0965 ***********************************************************************
 CY0965  DESIGNATION -  BRENT
 CY0965  PID         -  CY0965
 CY0965  STATE/COUNTY-  NM/GRANT
 CY0965  USGS QUAD   -  SILVER CITY (1992)
 CY0965
 CY0965                         *CURRENT SURVEY CONTROL
 CY0965  ___________________________________________________________________
 CY0965* NAD 83(1992)-  32 48 15.69748(N)    108 15 06.72362(W)     ADJUSTED  
 CY0965* NAVD 88     -      1913.6    (meters)    6278.     (feet)  VERTCON   
 CY0965  ___________________________________________________________________
 CY0965  LAPLACE CORR-           3.31  (seconds)                    DEFLEC99
 CY0965  GEOID HEIGHT-         -23.61  (meters)                     GEOID03
 CY0965
 CY0965  HORZ ORDER  -  THIRD
 CY0965
 CY0965.The horizontal coordinates were established by classical geodetic methods
 CY0965.and adjusted by the National Geodetic Survey in December 1993..
 CY0965
 CY0965.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0965.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0965
 CY0965.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY0965
 CY0965.The geoid height was determined by GEOID03.
 CY0965
 CY0965;                    North         East     Units Scale Factor Converg.
 CY0965;SPC NM W     -   200,137.646   790,803.648   MT  0.99993560   -0 13 36.3
 CY0965;SPC NM W     -   656,618.26  2,594,494.97   sFT  0.99993560   -0 13 36.3
 CY0965;UTM  12      - 3,632,943.590   757,325.202   MT  1.00041656   +1 29 22.8
 CY0965
 CY0965!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY0965!SPC NM W     -   0.99970335  x   0.99993560  =   0.99963897
 CY0965!UTM  12      -   0.99970335  x   1.00041656  =   1.00011979
 CY0965
 CY0965:                Primary Azimuth Mark                     Grid Az
 CY0965:SPC NM W     -  SILVER CITY 2                            210 24 06.0
 CY0965:UTM  12      -  SILVER CITY 2                            208 41 06.9
 CY0965
 CY0965|---------------------------------------------------------------------|
 CY0965| PID    Reference Object                     Distance      Geod. Az  |
 CY0965|                                                           dddmmss.s |
 CY0965| CY0958 SILVER CITY 2                       APPROX. 5.1 KM 2101029.7 |
 CY0965|---------------------------------------------------------------------|
 CY0965
 CY0965                          SUPERSEDED SURVEY CONTROL
 CY0965
 CY0965  NAD 83(1992)-  32 48 15.69366(N)    108 15 06.72426(W) AD(       ) 3
 CY0965  NAD 83(1986)-  32 48 15.69466(N)    108 15 06.72387(W) AD(       ) 3
 CY0965  NAD 27      -  32 48 15.42597(N)    108 15 04.55004(W) AD(       ) 3
 CY0965  NGVD 29 (07/19/86) 1912.7    (m)         6275.     (f) VERT ANG       
 CY0965
 CY0965.Superseded values are not recommended for survey control.
 CY0965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0965.See file dsdata.txt to determine how the superseded data were derived.
 CY0965
 CY0965_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYB5732532944(NAD 83)
 CY0965_MARKER: DD = SURVEY DISK
 CY0965_SETTING: 80 = SET IN A BOULDER
 CY0965_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0965+STABILITY: SURFACE MOTION
 CY0965
 CY0965  HISTORY     - Date     Condition        Report By
 CY0965  HISTORY     - 1945     MONUMENTED       USGS
 CY0965
 CY0965                          STATION DESCRIPTION
 CY0965
 CY0965'DESCRIBED BY US GEOLOGICAL SURVEY 1945
 CY0965'LOCATED 3.0 MI. (AIRLINE) NE. OF SILVER CITY, IN NW. 1/4 OF SEC. 12,
 CY0965'T 17 S, R 14 W, AND ON OPEN RANGE LAND OWNED BY JOSH BRENT.
 CY0965'
 CY0965'TO REACH FROM JUNCTION OF U.S. HIGHWAY 260 AND PINOS ALTOS ROAD, ABOUT
 CY0965'2 MI. E. OF SILVER CITY, GO N. ON PINOS ALTOS ROAD FOR 1.2 MI.
 CY0965'STATION IS ABOUT 150 FT. E. OF PINOS ALTOS ROAD, ON S. END OF SMALL
 CY0965'N-S. RIDGE PARTLY COVERED BY SCATTERED CEDAR TREES.  GROUND IN HIGHER
 CY0965'TO N. ON THIS RIDGE.
 CY0965'
 CY0965'STATION MARK--STANDARD TABLET, STAMPED ---BRENT 1945---, AND CEMENTED
 CY0965'IN BOULDER.
 CY0965'
 CY0965'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1616 ***********************************************************************
 CX1616  DESIGNATION -  BRIAN
 CX1616  PID         -  CX1616
 CX1616  STATE/COUNTY-  NM/OTERO
 CX1616  USGS QUAD   -  WHITE SANDS NE (1955)
 CX1616
 CX1616                         *CURRENT SURVEY CONTROL
 CX1616  ___________________________________________________________________
 CX1616* NAD 83(1992)-  32 28 51.92022(N)    106 19 54.86279(W)     ADJUSTED  
 CX1616* NAVD 88     -      1217.45   (+/-2cm)    3994.3    (feet)  VERTCON   
 CX1616  ___________________________________________________________________
 CX1616  LAPLACE CORR-           1.01  (seconds)                    DEFLEC99
 CX1616  GEOID HEIGHT-         -23.62  (meters)                     GEOID03
 CX1616
 CX1616  HORZ ORDER  -  FIRST
 CX1616  VERT ORDER  -  THIRD ? (See Below)
 CX1616
 CX1616.The horizontal coordinates were established by classical geodetic methods
 CX1616.and adjusted by the National Geodetic Survey in December 1993..
 CX1616
 CX1616.The NAVD 88 height was computed by applying the VERTCON shift value to
 CX1616.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CX1616.The vertical order pertains to the NGVD 29 superseded value.
 CX1616
 CX1616.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1616
 CX1616.The geoid height was determined by GEOID03.
 CX1616
 CX1616;                    North         East     Units Scale Factor Converg.
 CX1616;SPC NM C     -   164,213.092   492,301.867   MT  0.99990073   -0 02 38.3
 CX1616;SPC NM C     -   538,755.79  1,615,160.38   sFT  0.99990073   -0 02 38.3
 CX1616;UTM  13      - 3,594,544.050   374,850.841   MT  0.99979314   -0 42 55.3
 CX1616
 CX1616!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1616!SPC NM C     -   0.99981259  x   0.99990073  =   0.99971334
 CX1616!UTM  13      -   0.99981259  x   0.99979314  =   0.99960577
 CX1616
 CX1616|---------------------------------------------------------------------|
 CX1616| PID    Reference Object                     Distance      Geod. Az  |
 CX1616|                                                           dddmmss.s |
 CX1616| CC7044 BRIAN RM 2                           20.184 METERS 00428     |
 CX1616| CC7043 BRIAN AZ MK                                        0051007.3 |
 CX1616| CC7045 BRIAN RM 3                           14.523 METERS 04516     |
 CX1616| CX1617 BRIAN RM 1                           12.957 METERS 31119     |
 CX1616|---------------------------------------------------------------------|
 CX1616
 CX1616                          SUPERSEDED SURVEY CONTROL
 CX1616
 CX1616  NAD 83(1986)-  32 28 51.92657(N)    106 19 54.86216(W) AD(       ) 1
 CX1616  NAD 27      -  32 28 51.59825(N)    106 19 52.89265(W) AD(       ) 1
 CX1616  NGVD 29 (07/19/86) 1216.86   (m)         3992.3    (f) LEVELING    3  
 CX1616
 CX1616.Superseded values are not recommended for survey control.
 CX1616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1616.See file dsdata.txt to determine how the superseded data were derived.
 CX1616
 CX1616_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR7485194544(NAD 83)
 CX1616_MARKER: DS = TRIANGULATION STATION DISK
 CX1616_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX1616
 CX1616  HISTORY     - Date     Condition        Report By
 CX1616  HISTORY     - 1968     MONUMENTED       CGS
 CX1616
 CX1616                          STATION DESCRIPTION
 CX1616
 CX1616'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JCC)
 CX1616'THE STATION IS LOCATED ABOUT 12.5 MILES EAST NORTHEAST OF WHITE
 CX1616'SANDS MISSILE RANGE HEADQUARTERS AND ABOUT 6 MILES NORTH OF WSMR
 CX1616'ROUTE NO. 2 ON A MOUND WITH 6 WHITE ASTRODOMES ON IT.
 CX1616'
 CX1616'TO REACH THE STATION FROM WHITE SANDS MISSILE RANGE HEADQUARTERS GO
 CX1616'EAST ON WSMR ROUTE NO. 2 FOR 2.2 MILES TO A FORK.  TAKE LEFT FORK
 CX1616'AND GO 9.2 MILES ON A PAVED ROAD TO A GRAVELED ROAD LEFT.  TURN
 CX1616'LEFT AND GO NORTHWEST 0.7 MILE ON GRAVELED ROAD TO A FORK.
 CX1616'CONTINUE NORTH NORTHWEST 0.05 MILE TO THE MOUND AND STATION.
 CX1616'
 CX1616'STATION MARK, A STANDARD DISK STAMPED BRIAN 1965, IS SET IN THE TOP
 CX1616'OF A 12 INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH THE
 CX1616'GROUND.  IT IS 50 FEET SOUTH SOUTHWEST OF THE NORTHEAST CORNER OF A
 CX1616'CONCRETE PAD, 15 FEET EAST NORTHEAST OF THE SOUTHEAST CORNER OF
 CX1616'THE PAD AND 10 FEET SOUTHEAST OF THE EAST EDGE OF THE PAD.
 CX1616'
 CX1616'RM NO. 1, A STANDARD DISK STAMPED BRIAN NO 1 1965, IS SET IN THE
 CX1616'TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH
 CX1616'THE GROUND.  IT IS 56 FEET WEST SOUTHWEST OF THE NORTHWEST CORNER
 CX1616'OF A CONCRETE PAD, 24 FEET NORTH NORTHWEST OF THE SOUTHWEST CORNER
 CX1616'OF THE PAD, 22 FEET WEST NORTHWEST OF THE WEST EDGE OF THE PAD
 CX1616'AND IS ABOUT THE SAME ELEVATION AS THE STATION.
 CX1616'
 CX1616'RM NO. 2, A STANDARD DISK STAMPED BRIAN NO 2 1965, IS SET IN THE
 CX1616'TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH THE
 CX1616'GROUND.  IT IS 66 FEET NORTH NORTHWEST OF THE SOUTHWEST CORNER
 CX1616'OF A CONCRETE PAD, 22 FEET NORTHWEST OF THE NORTHWEST CORNER OF
 CX1616'THE PAD, 16 FEET SOUTHEAST OF THE NORTHWEST CORNER OF THE MOUND
 CX1616'AND IS ABOUT THE SAME ELEVATION AS THE STATION.
 CX1616'
 CX1616'RM NO. 3, A STANDARD DISK STAMPED BRIAN NO 3 1965, IS SET IN THE TOP
 CX1616'OF A 12 INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH THE
 CX1616'GROUND.  IT IS 59 FEET EAST NORTHEAST OF THE SOUTHEAST CORNER
 CX1616'OF A CONCRETE PAD, 12 FEET SOUTHEAST OF THE NORTHEAST CORNER
 CX1616'OF THE PAD, 11 FEET EAST OF THE EAST EDGE OF THE PAD AND IS ABOUT
 CX1616'THE SAME ELEVATION AS THE STATION.
 CX1616'
 CX1616'AZIMUTH MARK, A STANDARD DISK STAMPED BRIAN 1965, IS SET IN THE TOP
 CX1616'OF A 12 INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH THE
 CX1616'GROUND.  IT IS 106 FEET SOUTHEAST OF THE NORTHEAST CORNER OF A
 CX1616'BARROW PIT, 20 FEET EAST OF THE EAST EDGE OF THE BARROW PIT AND IS
 CX1616'ABOUT 6 FEET LOWER THAN THE STATION.
 CX1616'
 CX1616'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1617 ***********************************************************************
 CX1617  DESIGNATION -  BRIAN RM 1
 CX1617  PID         -  CX1617
 CX1617  STATE/COUNTY-  NM/OTERO
 CX1617  USGS QUAD   -  WHITE SANDS NE (1955)
 CX1617
 CX1617                         *CURRENT SURVEY CONTROL
 CX1617  ___________________________________________________________________
 CX1617* NAD 83(1992)-  32 28 52.19789(N)    106 19 55.23554(W)     ADJUSTED  
 CX1617* NAVD 88     -      1217.42   (+/-2cm)    3994.2    (feet)  VERTCON   
 CX1617  ___________________________________________________________________
 CX1617  LAPLACE CORR-           1.00  (seconds)                    DEFLEC99
 CX1617  GEOID HEIGHT-         -23.62  (meters)                     GEOID03
 CX1617
 CX1617  HORZ ORDER  -  SECOND
 CX1617  VERT ORDER  -  THIRD ? (See Below)
 CX1617
 CX1617.The horizontal coordinates were established by classical geodetic methods
 CX1617.and adjusted by the National Geodetic Survey in December 1993..
 CX1617
 CX1617.The NAVD 88 height was computed by applying the VERTCON shift value to
 CX1617.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CX1617.The vertical order pertains to the NGVD 29 superseded value.
 CX1617
 CX1617.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1617
 CX1617.The geoid height was determined by GEOID03.
 CX1617
 CX1617;                    North         East     Units Scale Factor Converg.
 CX1617;SPC NM C     -   164,221.652   492,292.142   MT  0.99990073   -0 02 38.5
 CX1617;SPC NM C     -   538,783.87  1,615,128.47   sFT  0.99990073   -0 02 38.5
 CX1617;UTM  13      - 3,594,552.723   374,841.218   MT  0.99979317   -0 42 55.5
 CX1617
 CX1617!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1617!SPC NM C     -   0.99981260  x   0.99990073  =   0.99971335
 CX1617!UTM  13      -   0.99981260  x   0.99979317  =   0.99960581
 CX1617
 CX1617|---------------------------------------------------------------------|
 CX1617| PID    Reference Object                     Distance      Geod. Az  |
 CX1617|                                                           dddmmss.s |
 CX1617| CX1616 BRIAN                                12.957 METERS 13119     |
 CX1617| CX1651 LAKE                                APPROX. 7.3 KM 2345650.9 |
 CX1617|---------------------------------------------------------------------|
 CX1617
 CX1617                          SUPERSEDED SURVEY CONTROL
 CX1617
 CX1617  NAD 83(1986)-  32 28 52.20425(N)    106 19 55.23490(W) AD(       ) 2
 CX1617  NAD 27      -  32 28 51.87594(N)    106 19 53.26539(W) AD(       ) 2
 CX1617  NGVD 29 (07/19/86) 1216.83   (m)         3992.2    (f) LEVELING    3  
 CX1617
 CX1617.Superseded values are not recommended for survey control.
 CX1617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1617.See file dsdata.txt to determine how the superseded data were derived.
 CX1617
 CX1617_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR7484194553(NAD 83)
 CX1617_MARKER: DR = REFERENCE MARK DISK
 CX1617_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX1617_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CX1617_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX1617+STABILITY: SURFACE MOTION
 CX1617
 CX1617  HISTORY     - Date     Condition        Report By
 CX1617  HISTORY     - 1965     MONUMENTED       CGS
 CX1617
 CX1617                          STATION DESCRIPTION
 CX1617
 CX1617'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (JCC)
 CX1617'THE STATION IS LOCATED ABOUT 12.5 MILES EAST NORTHEAST OF
 CX1617'WHITE SANDS MISSILE RANGE HEADQUARTERS AND ABOUT 6 MILES NORTH OF
 CX1617'WSMR ROUTE NO. 2 ON A MOUND WITH 6 WHITE ASTRODOMES ON IT.
 CX1617'
 CX1617'TO REACH THE STATION FROM WHITE SANDS MISSILE RANGE HEADQUARTERS GO
 CX1617'EAST ON WSMR ROUTE NO. 2 FOR 2.2 MILES TO A FORK.  TAKE LEFT FORK
 CX1617'AND GO 9.2 MILES ON A PAVED ROAD TO A GRAVELED ROAD LEFT.  TURN
 CX1617'LEFT AND GO NORTHWEST 0.7 MILE ON GRAVELED ROAD TO A FORK.
 CX1617'CONTINUE NORTH NORTHWEST 0.05 MILE TO THE MOUND AND STATION.
 CX1617'
 CX1617'RM NO. 1, A STANDARD DISK STAMPED BRIAN NO 1 1965, IS SET IN THE
 CX1617'TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH THE
 CX1617'GROUND.  IT IS 56 FEET WEST SOUTHWEST OF THE NORTHWEST CORNER OF
 CX1617'A CONCRETE PAD, 24 FEET NORTH NORTHWEST OF THE SOUTHWEST CORNER
 CX1617'OF THE PAD, 22 FEET WEST-NORTHWEST OF THE WEST EDGE OF THE PAD
 CX1617'AND IS ABOUT THE SAME ELEVATION AS STATION BRIAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1737 ***********************************************************************
 CX1737  DESIGNATION -  BRILLO
 CX1737  PID         -  CX1737
 CX1737  STATE/COUNTY-  NM/DONA ANA
 CX1737  USGS QUAD   -  HEMBRILLO CANYON (1981)
 CX1737
 CX1737                         *CURRENT SURVEY CONTROL
 CX1737  ___________________________________________________________________
 CX1737* NAD 83(1992)-  32 57 28.82732(N)    106 32 25.42503(W)     ADJUSTED  
 CX1737* NAVD 88     -      1256.52   (+/-2cm)    4122.4    (feet)  VERTCON   
 CX1737  ___________________________________________________________________
 CX1737  LAPLACE CORR-          -6.76  (seconds)                    DEFLEC99
 CX1737  GEOID HEIGHT-         -22.94  (meters)                     GEOID03
 CX1737
 CX1737  HORZ ORDER  -  FIRST
 CX1737  VERT ORDER  -  THIRD ? (See Below)
 CX1737
 CX1737.The horizontal coordinates were established by classical geodetic methods
 CX1737.and adjusted by the National Geodetic Survey in December 1993..
 CX1737
 CX1737.The NAVD 88 height was computed by applying the VERTCON shift value to
 CX1737.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CX1737.The vertical order pertains to the NGVD 29 superseded value.
 CX1737
 CX1737.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1737
 CX1737.The geoid height was determined by GEOID03.
 CX1737
 CX1737;                    North         East     Units Scale Factor Converg.
 CX1737;SPC NM C     -   217,132.307   472,851.394   MT  0.99990908   -0 09 28.7
 CX1737;SPC NM C     -   712,374.91  1,551,346.62   sFT  0.99990908   -0 09 28.7
 CX1737;UTM  13      - 3,647,684.709   356,027.377   MT  0.99985558   -0 50 17.4
 CX1737
 CX1737!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1737!SPC NM C     -   0.99980636  x   0.99990908  =   0.99971546
 CX1737!UTM  13      -   0.99980636  x   0.99985558  =   0.99966197
 CX1737
 CX1737:                Primary Azimuth Mark                     Grid Az
 CX1737:SPC NM C     -  D 3 1/2 2                                088 02 14.2
 CX1737:UTM  13      -  D 3 1/2 2                                088 43 02.9
 CX1737
 CX1737|---------------------------------------------------------------------|
 CX1737| PID    Reference Object                     Distance      Geod. Az  |
 CX1737|                                                           dddmmss.s |
 CX1737| CX1736 D 3 1/2 2                           APPROX. 2.0 KM 0875245.5 |
 CX1737| CC7046 BRILLO RM 1                          10.585 METERS 18004     |
 CX1737| CC7047 BRILLO RM 2                          17.526 METERS 28449     |
 CX1737|---------------------------------------------------------------------|
 CX1737
 CX1737                          SUPERSEDED SURVEY CONTROL
 CX1737
 CX1737  NAD 83(1986)-  32 57 28.83361(N)    106 32 25.42742(W) AD(       ) 1
 CX1737  NAD 27      -  32 57 28.54181(N)    106 32 23.40914(W) AD(       ) 1
 CX1737  NGVD 29 (07/19/86) 1255.92   (m)         4120.5    (f) LEVELING    3  
 CX1737
 CX1737.Superseded values are not recommended for survey control.
 CX1737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1737.See file dsdata.txt to determine how the superseded data were derived.
 CX1737
 CX1737_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS5602747685(NAD 83)
 CX1737_MARKER: DS = TRIANGULATION STATION DISK
 CX1737_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX1737_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CX1737
 CX1737  HISTORY     - Date     Condition        Report By
 CX1737  HISTORY     - 1968     MONUMENTED       CGS
 CX1737
 CX1737                          STATION DESCRIPTION
 CX1737
 CX1737'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JBJ)
 CX1737'THE STATION IS ABOUT 26-1/2 MILES NORTH-NORTHWEST OF HOLLOMAN AIR
 CX1737'FORCE BASE, 31 MILES WEST-SOUTHWEST OF TULAROSA AND 1 MILE WEST
 CX1737'OF ROUTE 7.
 CX1737'
 CX1737'TO REACH THE STATION FROM THE SOUTH END OF THE HOLLOMAN AIR FORCE
 CX1737'BASE HIGH SPEED TEST TRACK GO WEST ON ROAD 303 FOR 9.2 MILES TO A
 CX1737'GUARD SHACK ON THE LEFT AND A FORK.  TAKE THE RIGHT FORK AND GO
 CX1737'NORTH FOR 4.2 MILES TO WHERE THE MAIN ROAD TURNS LEFT.  TURN LEFT
 CX1737'AND FOLLOW THE MAIN ROAD SOUTHWEST FOR 8.8 MILES TO A T-ROAD,
 CX1737'ROUTE 7.  TURN RIGHT AND GO NORTHWEST AND NORTH ON ROUTE 7 FOR
 CX1737'6.55 MILES TO BUILDING NUMBER 30190 AND A SIDE ROAD ON THE LEFT.
 CX1737'TURN LEFT AND GO WEST ALONG THE NORTH SIDE OF POWERLINE POLES FOR
 CX1737'0.45 MILE TO POWER POLE NUMBER 476 ON THE LEFT.  BEAR RIGHT ON THE
 CX1737'GRADED ROAD, AWAY FROM THE POWER POLES, AND GO WESTERLY FOR 0.85 MILE
 CX1737'TO A DIM TRACK ROAD ON THE LEFT.  TURN LEFT AND GO SOUTH,
 CX1737'CROSS COUNTRY, FOR 0.25 MILE TO THE STATION.
 CX1737'
 CX1737'THE STATION MARK IS A STANDARD DISK, STAMPED BRILLO 1968, SET IN THE
 CX1737'TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT PROJECTS 4
 CX1737'INCHES ABOVE THE GROUND.  IT IS 4.1 FEET SOUTHWEST OF A WITNESS
 CX1737'POST.  THE UNDERGROUND MARK IS 41 INCHES BELOW THE SURFACE OF
 CX1737'THE GROUND.
 CX1737'
 CX1737'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BRILLO NO 1 1968, SET IN
 CX1737'THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 CX1737'PROJECTS 6 INCHES ABOVE THE GROUND.  IT IS 38.0 FEET SOUTH OF THE
 CX1737'WITNESS POST AND ABOUT 5 FEET LOWER IN ELEVATION THAN THE STATION.
 CX1737'THE DISTANCE FROM THE AXIS OF THE TELESCOPE IS 35.96 FEET OR
 CX1737'10.959 METERS.
 CX1737'
 CX1737'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BRILLO NO 2 1968,
 CX1737'SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER,
 CX1737'THAT PROJECTS 5 INCHES ABOVE THE GROUND.  IT IS 60.0 FEET WEST OF
 CX1737'THE WITNESS POST AND ABOUT 2 FEET LOWER IN ELEVATION THAN THE
 CX1737'STATION.
 CX1737'
 CX1737'TRIANGULATION STATION D 3-1/2 2 1966 WILL SERVE AS THE AZIMUTH MARK.
 CX1737'THE DISTANCE BETWEEN THE REFERENCE MARKS WAS NOT MEASURED DUE TO
 CX1737'OBSTRUCTIONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GO0417 ***********************************************************************
 GO0417  DESIGNATION -  BRIMHALL
 GO0417  PID         -  GO0417
 GO0417  STATE/COUNTY-  NM/SAN JUAN
 GO0417  USGS QUAD   -  THE PILLAR (1978)
 GO0417
 GO0417                         *CURRENT SURVEY CONTROL
 GO0417  ___________________________________________________________________
 GO0417* NAD 83(1992)-  36 23 50.85268(N)    108 15 58.54583(W)     ADJUSTED  
 GO0417* NAVD 88     -      1891.     (meters)    6204.     (feet)  SCALED    
 GO0417  ___________________________________________________________________
 GO0417  LAPLACE CORR-           2.30  (seconds)                    DEFLEC99
 GO0417  GEOID HEIGHT-         -21.25  (meters)                     GEOID03
 GO0417
 GO0417  HORZ ORDER  -  THIRD
 GO0417
 GO0417.The horizontal coordinates were established by classical geodetic methods
 GO0417.and adjusted by the National Geodetic Survey in December 1993..
 GO0417
 GO0417.The orthometric height was scaled from a topographic map.
 GO0417
 GO0417.The Laplace correction was computed from DEFLEC99 derived deflections.
 GO0417
 GO0417.The geoid height was determined by GEOID03.
 GO0417
 GO0417;                    North         East     Units Scale Factor Converg.
 GO0417;SPC NM W     -   598,708.647   791,165.425   MT  0.99993524   -0 15 24.8
 GO0417;SPC NM W     - 1,964,263.29  2,595,681.90   sFT  0.99993524   -0 15 24.8
 GO0417;UTM  12      - 4,031,506.093   745,170.733   MT  1.00034065   +1 37 22.7
 GO0417
 GO0417!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GO0417!SPC NM W     -   0.99970664  x   0.99993524  =   0.99964190
 GO0417!UTM  12      -   0.99970664  x   1.00034065  =   1.00004719
 GO0417
 GO0417:                Primary Azimuth Mark                     Grid Az
 GO0417:SPC NM W     -  SIMPSON                                  011 55 23.0
 GO0417:UTM  12      -  SIMPSON                                  010 02 35.5
 GO0417
 GO0417|---------------------------------------------------------------------|
 GO0417| PID    Reference Object                     Distance      Geod. Az  |
 GO0417|                                                           dddmmss.s |
 GO0417| GO0414 SIMPSON                             APPROX. 9.0 KM 0113958.2 |
 GO0417|---------------------------------------------------------------------|
 GO0417
 GO0417                          SUPERSEDED SURVEY CONTROL
 GO0417
 GO0417  NAD 83(1992)-  36 23 50.85132(N)    108 15 58.54919(W) AD(       ) 3
 GO0417  NAD 83(1986)-  36 23 50.85502(N)    108 15 58.55140(W) AD(       ) 3
 GO0417  NAD 27      -  36 23 50.83028(N)    108 15 56.28354(W) AD(       ) 3
 GO0417
 GO0417.Superseded values are not recommended for survey control.
 GO0417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GO0417.See file dsdata.txt to determine how the superseded data were derived.
 GO0417
 GO0417_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYF4517131506(NAD 83)
 GO0417
 GO0417  HISTORY     - Date     Condition        Report By
 GO0417  HISTORY     - 1928     MONUMENTED       USGS
 GO0417  HISTORY     - 1966     GOOD             USGS
 GO0417
 GO0417                          STATION DESCRIPTION
 GO0417
 GO0417'DESCRIBED BY US GEOLOGICAL SURVEY 1966 (DLL)
 GO0417'ON A SAND DUNE SUMMIT, N. SIDE OF HEAD OF BRIMHALL WASH AND 0.75 MI.
 GO0417'W. OF RD. FROM FARMINGTON TO STORE OF THE BISTI TRADING CO.
 GO0417'
 GO0417'REDESCRIBED AS FOLLOWS
 GO0417'
 GO0417'FARMINGTON, JUNCTION STATE HIGHWAYS 17 AND 371, 24.0 MI. S. OF ALONG
 GO0417'THE MAIN RD. LEADING TO THE BISTI TRADING POST, IN THE SE. 1/4 OF
 GO0417'SEC. 18, T 25 N, R 13 W, ON A SAND DUNE SUMMIT, N. SIDE OF HEAD OF
 GO0417'BRIMHALL WASH AND 0.75 MI. W. OF RD. FROM FARMINGTON TO BISTI TRADING
 GO0417'POST.
 GO0417'
 GO0417'STATION MARK--IRON BENCH MARK POST WITH BRASS CAP STAMPED
 GO0417'---BRIMHALL---, PROJECTING 1.8 FT. ABOVE GROUND.  (APPARENTLY
 GO0417'DISTURBED, POST IS LEANING SHARPLY.)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0868 ***********************************************************************
 CV0868  DESIGNATION -  BRINNINSTOOL
 CV0868  PID         -  CV0868
 CV0868  STATE/COUNTY-  NM/LEA
 CV0868  USGS QUAD   -  TIP TOP WELLS (1984)
 CV0868
 CV0868                         *CURRENT SURVEY CONTROL
 CV0868  ___________________________________________________________________
 CV0868* NAD 83(1992)-  32 17 24.96986(N)    103 32 55.68221(W)     ADJUSTED  
 CV0868* NAVD 88     -      1126.0    (meters)    3694.     (feet)  VERTCON   
 CV0868  ___________________________________________________________________
 CV0868  LAPLACE CORR-           3.25  (seconds)                    DEFLEC99
 CV0868  GEOID HEIGHT-         -24.13  (meters)                     GEOID03
 CV0868
 CV0868  HORZ ORDER  -  SECOND
 CV0868
 CV0868.The horizontal coordinates were established by classical geodetic methods
 CV0868.and adjusted by the National Geodetic Survey in February 1996..
 CV0868
 CV0868.The NAVD 88 height was computed by applying the VERTCON shift value to
 CV0868.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CV0868
 CV0868.The Laplace correction was computed from DEFLEC99 derived deflections.
 CV0868
 CV0868.The geoid height was determined by GEOID03.
 CV0868
 CV0868;                    North         East     Units Scale Factor Converg.
 CV0868;SPC NM E     -   143,323.155   238,892.742   MT  0.99997640   +0 25 08.8
 CV0868;SPC NM E     -   470,219.38    783,767.27   sFT  0.99997640   +0 25 08.8
 CV0868;UTM  13      - 3,573,535.176   636,646.261   MT  0.99983026   +0 46 31.3
 CV0868
 CV0868!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CV0868!SPC NM E     -   0.99982702  x   0.99997640  =   0.99980342
 CV0868!UTM  13      -   0.99982702  x   0.99983026  =   0.99965731
 CV0868
 CV0868|---------------------------------------------------------------------|
 CV0868| PID    Reference Object                     Distance      Geod. Az  |
 CV0868|                                                           dddmmss.s |
 CV0868| CH8459 BRINNINSTOOL RM 1                    30.965 METERS 06510     |
 CV0868| CH8458 BRINNINSTOOL AZ MK                                 1355457.9 |
 CV0868| CH8460 BRINNINSTOOL RM 2                    38.460 METERS 32002     |
 CV0868|---------------------------------------------------------------------|
 CV0868
 CV0868                          SUPERSEDED SURVEY CONTROL
 CV0868
 CV0868  NAD 83(1992)-  32 17 24.96968(N)    103 32 55.68126(W) AD(       ) 2
 CV0868  NAD 83(1986)-  32 17 24.97695(N)    103 32 55.68587(W) AD(       ) 2
 CV0868  NAD 27      -  32 17 24.53700(N)    103 32 53.95000(W) AD(       ) 2
 CV0868  NGVD 29 (07/19/86) 1125.5    (m)         3693.     (f) VERT ANG       
 CV0868
 CV0868.Superseded values are not recommended for survey control.
 CV0868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0868.See file dsdata.txt to determine how the superseded data were derived.
 CV0868
 CV0868_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFR3664673535(NAD 83)
 CV0868_MARKER: DS = TRIANGULATION STATION DISK
 CV0868_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0868
 CV0868  HISTORY     - Date     Condition        Report By
 CV0868  HISTORY     - 1935     MONUMENTED       CGS
 CV0868  HISTORY     - 19780202 GOOD             USGS
 CV0868
 CV0868                          STATION DESCRIPTION
 CV0868
 CV0868'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 CV0868'ABOUT 23 MILES WEST-NORTHWEST OF JAL, 8 MILES NORTHWEST OF OCHOA
 CV0868'POST OFFICE ON LAND OWNED BY MR. C.S. BRINNINSTOOL, 69-1/2 FEET
 CV0868'WEST-SOUTHWEST OF THE CENTER LINE OF A TRACK ROAD, AND IN SEC.
 CV0868'23, T. 23 S., R. 33 E.  TO REACH FROM OCHOA, PROCEED TO MR. LEO
 CV0868'COOKS HOUSE AS IN THE DESCRIPTION OF STATION PAGE, PASS THROUGH
 CV0868'A CATTLE GUARD 85 FEET WEST-SOUTHWEST OF THE HOUSE, AND GO
 CV0868'NORTHERLY ON MAIN ROAD 1.0 MILE, PASS AROUND A HOUSE TO THE
 CV0868'LEFT OR WEST AND FOLLOW THE MAIN TRACK ROAD IN A GENERALLY
 CV0868'NORTHWEST DIRECTION 1.5 MILES.  AT A ROAD JUNCTION TURN LEFT
 CV0868'(WEST) AND GO 1.0 MILE OR 0.4 MILE BEYOND A CATTLE GUARD
 CV0868'AT A GENERAL LAND OFFICE PIPE, TAKE RIGHT FORK AND GO 0.55
 CV0868'MILE, PASSING TWO WINDMILLS AND A HOUSE.  TURN LEFT (WEST)
 CV0868'AND GO 0.3 MILE, PASS NORTH OF WINDMILL AND SOME BUILDINGS
 CV0868'AND CONTINUE WEST 0.1 MILE.  TAKE RIGHT FORK AND GO WEST
 CV0868'0.25 MILE.  TAKE RIGHT FORK AND GO NORTH 1.1 MILES TO
 CV0868'STATION SITE.  THE SURFACE, UNDERGROUND, REFERENCE, AND
 CV0868'AZIMUTH MARKS ARE STANDARD DISKS SET IN CONCRETE.
 CV0868'REFERENCE MARK NO. 1 IS 32 FEET
 CV0868'EAST-NORTHEAST OF THE CENTER LINE OF A TRACK ROAD AND
 CV0868'101.59 FEET FROM STATION N 65 DEG 11 MIN E, AND NO. 2 IS
 CV0868'126.18 FEET FROM STATION N 39 DEG 57 MIN W.  THE AZIMUTH
 CV0868'MARK IS 8 FEET EAST OF THE CENTER LINE OF A TRACK ROAD AND
 CV0868'0.25 MILE FROM STATION S 44 DEG 05 MIN E.
 CV0868
 CV0868                          STATION RECOVERY (1978)
 CV0868
 CV0868'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978 (JTD)
 CV0868'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM1029 ***********************************************************************
 FM1029  DESIGNATION -  BRISCOE ET
 FM1029  PID         -  FM1029
 FM1029  STATE/COUNTY-  NM/QUAY
 FM1029  USGS QUAD   -  BRISCOE RANCH (1968)
 FM1029
 FM1029                         *CURRENT SURVEY CONTROL
 FM1029  ___________________________________________________________________
 FM1029* NAD 83(1992)-  35 01 53.58925(N)    103 52 16.83687(W)     ADJUSTED  
 FM1029* NAVD 88     -      1480.9    (meters)    4859.     (feet)  VERTCON   
 FM1029  ___________________________________________________________________
 FM1029  LAPLACE CORR-          -1.77  (seconds)                    DEFLEC99
 FM1029  GEOID HEIGHT-         -23.27  (meters)                     GEOID03
 FM1029
 FM1029  HORZ ORDER  -  SECOND
 FM1029
 FM1029.The horizontal coordinates were established by classical geodetic methods
 FM1029.and adjusted by the National Geodetic Survey in December 1993..
 FM1029
 FM1029.The NAVD 88 height was computed by applying the VERTCON shift value to
 FM1029.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FM1029
 FM1029.The Laplace correction was computed from DEFLEC99 derived deflections.
 FM1029
 FM1029.The geoid height was determined by GEOID03.
 FM1029
 FM1029;                    North         East     Units Scale Factor Converg.
 FM1029;SPC NM E     -   447,175.958   207,154.328   MT  0.99993098   +0 15 54.7
 FM1029;SPC NM E     - 1,467,109.79    679,638.82   sFT  0.99993098   +0 15 54.7
 FM1029;UTM  13      - 3,877,124.264   602,954.506   MT  0.99973063   +0 38 52.6
 FM1029
 FM1029!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FM1029!SPC NM E     -   0.99977126  x   0.99993098  =   0.99970226
 FM1029!UTM  13      -   0.99977126  x   0.99973063  =   0.99950195
 FM1029
 FM1029|---------------------------------------------------------------------|
 FM1029| PID    Reference Object                     Distance      Geod. Az  |
 FM1029|                                                           dddmmss.s |
 FM1029| CJ6717 BRISCOE ET RM 1                      15.036 METERS 17603     |
 FM1029| EO0707 CAP ET                              APPROX.20.7 KM 1952756.9 |
 FM1029| CJ6718 BRISCOE ET RM 2                      15.398 METERS 25706     |
 FM1029|---------------------------------------------------------------------|
 FM1029
 FM1029                          SUPERSEDED SURVEY CONTROL
 FM1029
 FM1029  NAD 83(1986)-  35 01 53.59591(N)    103 52 16.83090(W) AD(       ) 2
 FM1029  NAD 27      -  35 01 53.38483(N)    103 52 14.94472(W) AD(       ) 2
 FM1029  NGVD 29 (07/19/86) 1480.2    (m)         4856.     (f) VERT ANG       
 FM1029
 FM1029.Superseded values are not recommended for survey control.
 FM1029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM1029.See file dsdata.txt to determine how the superseded data were derived.
 FM1029
 FM1029_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFU0295577124(NAD 83)
 FM1029_MARKER: DD = SURVEY DISK
 FM1029_SETTING: 0 = UNSPECIFIED SETTING
 FM1029
 FM1029  HISTORY     - Date     Condition        Report By
 FM1029  HISTORY     - 1970     MONUMENTED       USGS
 FM1029
 FM1029                          STATION DESCRIPTION
 FM1029
 FM1029'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (WC)
 FM1029'THE STATION IS LOCATED SOUTH 41 DEG WEST ABOUT 12.6 MILES AIRLINE
 FM1029'FROM TUCUMCARI, NEW MEXICO. NORTH 44 DEG WEST ABOUT 9.2 MILES
 FM1029'AIRLINE FROM QUAY, NEW MEXICO. ON A BROAD HILL TOP, 4.9 FEET SOUTH
 FM1029'OF USGS WITNESS SIGN MOUNTED ON METAL POST, ON PROPERTY OWNED BY
 FM1029'MRS. BRISCOE.
 FM1029'
 FM1029'TO REACH THE STATION FROM THE INTERSECTION OF U. S. HIGHWAY 66 AND
 FM1029'STATE HIGHWAY 18 AT TUCUMCARI, NEW MEXICO. GO WEST ON HIGHWAY 66 FOR
 FM1029'10.6 MILES TO THE PALOMAS EXIT, TAKE EXIT RAMP 0.15 MILE TO STOP
 FM1029'SIGN, TURN LEFT ACROSS OVERPASS AND GO 0.25 MILE TO STOP SIGN AT
 FM1029'T-ROAD, TURN RIGHT AND GO 0.1 MILE TO ROAD LEFT, TURN LEFT AND GO
 FM1029'0.4 MILE TO RANCH HOUSE, PASS THROUGH GATE AND NORTH OF BARN GOING
 FM1029'0.55 MILE TO OLD BUMPER GATE, PASS THROUGH GATE AND GO 0.5 MILE TO
 FM1029'WINDMILL ON THE RIGHT, CONTINUE 0.8 MILE TO REVERSE Y-FORK, CONTINUE
 FM1029'SOUTH 0.2 MILE TO A GATE, PASS THROUGH GATE AND GO 0.3 MILE TO
 FM1029'ROAD FORK, BEAR LEFT AND GO 1.1 MILES TO CORRAL AND TWO WINDMILLS,
 FM1029'PASS THROUGH CORRAL AND GO 1.1 MILES EAST TO THE SOUTH WINDMILL OF
 FM1029'TWO, TURN SOUTHERLY AND GO 1.5 MILES TO A WINDMILL ON THE LEFT,
 FM1029'CONTINUE 0.45 MILE TO A FORK, BEAR LEFT AND GO 0.5 MILE EASTERLY TO
 FM1029'A GATE, PASS THROUGH GATE AND GO 1.1 MILES TO A FORK, BEAR LEFT
 FM1029'AND GO 0.1 MILE TO A CROSS ROAD, WINDMILL ON LEFT, CORRAL TO
 FM1029'RIGHT, CONTINUE ACROSS CROSS ROAD 0.45 MILE TO T ROAD RIGHT,
 FM1029'CONTINE AHEAD 0.8 MILE TO FEEDER IN SADDLE, TURN RIGHT,
 FM1029'SOUTHWESTERLY ON DIM TRACK ROAD AND GO 0.55 MILE TO DIM ROAD FORK
 FM1029'ON RIDGE, BEAR RIGHT AND FOLLOW DIM TRACK ROAD 0.7 MILE TO THE TOP
 FM1029'OF HILL AND STATION.
 FM1029'
 FM1029'STATION MARK IS A USGS BRONZE TABLET SOLDERED TO A COPPER COATED
 FM1029'STEEL ROD DRIVEN TO REFUSAL (7.5 FEET) CENTERED IN AN ORANGEBURG
 FM1029'TILE, 6 INCHES IN DIAMETER 12 INCHES LONG, FILLED WITH GRAVEL.
 FM1029'THE TABLET IS FLUSH WITH THE GROUND AND IS STAMPED BRISCOE ET 1970.
 FM1029'
 FM1029'REFERENCE MARK NO. 1 IS A USGS BRONZE REFERENCE MARK TABLET SOLDERED
 FM1029'TO A COPPER COATED STEEL ROD DRIVEN TO REFUSAL (5.5 FEET) CENTERED
 FM1029'IN AN ORANGEBURG TILE, 6 INCHES IN DIAMETER, 12 INCHES LONG, FILLED
 FM1029'WITH GRAVEL.  THE TABLET IS FLUSH WITH THE GROUND AND IS STAMPED
 FM1029'BRISCOE ET NO. 1 1970.
 FM1029'
 FM1029'REFERENCE MARK NO. 2 IS A USGS BRONZE REFERENCE MARK TABLET SOLDERED
 FM1029'TO A COPPER COATED STEEL ROD DRIVEN TO REFUSAL (6.6 FEET) CENTERED
 FM1029'IN AN ORANGEBURG TILE, 6 INCHES IN DIAMETER, 12 INCHES LONG, FILLED
 FM1029'WITH GRAVEL.  THE TABLET IS FLUSH WITH THE GROUND AND IS STAMPED
 FM1029'BRISCOE ET NO. 2 1970.
 FM1029'
 FM1029'STATION CAP ET 1970 IS VISIBLE FROM THE GROUND AT THIS STATION AND
 FM1029'WILL SERVE AS THE AZIMUTH MARK.
 FM1029'
 FM1029'ALL OBSERVATIONS WERE MADE FROM A STANDARD TRIPOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0848 ***********************************************************************
 CV0848  DESIGNATION -  BROADMOOR
 CV0848  PID         -  CV0848
 CV0848  STATE/COUNTY-  NM/LEA
 CV0848  USGS QUAD   -  HOBBS WEST (1979)
 CV0848
 CV0848                         *CURRENT SURVEY CONTROL
 CV0848  ___________________________________________________________________
 CV0848* NAD 83(1992)-  32 42 54.72393(N)    103 08 21.08097(W)     ADJUSTED  
 CV0848* NAVD 88     -      1130.2    (meters)    3708.     (feet)  VERTCON   
 CV0848  ___________________________________________________________________
 CV0848  LAPLACE CORR-           0.07  (seconds)                    DEFLEC99
 CV0848  GEOID HEIGHT-         -21.60  (meters)                     GEOID03
 CV0848
 CV0848  HORZ ORDER  -  FIRST
 CV0848
 CV0848.The horizontal coordinates were established by classical geodetic methods
 CV0848.and adjusted by the National Geodetic Survey in December 1993..
 CV0848
 CV0848.The NAVD 88 height was computed by applying the VERTCON shift value to
 CV0848.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CV0848
 CV0848.The Laplace correction was computed from DEFLEC99 derived deflections.
 CV0848
 CV0848.The geoid height was determined by GEOID03.
 CV0848
 CV0848;                    North         East     Units Scale Factor Converg.
 CV0848;SPC NM E     -   190,802.234   276,946.983   MT  1.00006357   +0 38 43.7
 CV0848;SPC NM E     -   625,990.33    908,616.89   sFT  1.00006357   +0 38 43.7
 CV0848;UTM  13      - 3,621,245.747   674,398.365   MT  0.99997505   +1 00 21.4
 CV0848
 CV0848!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CV0848!SPC NM E     -   0.99982598  x   1.00006357  =   0.99988954
 CV0848!UTM  13      -   0.99982598  x   0.99997505  =   0.99980103
 CV0848
 CV0848:                Primary Azimuth Mark                     Grid Az
 CV0848:SPC NM E     -  HOBBS RADIO MAST                         074 53 21.7
 CV0848:UTM  13      -  HOBBS RADIO MAST                         074 31 44.0
 CV0848
 CV0848|---------------------------------------------------------------------|
 CV0848| PID    Reference Object                     Distance      Geod. Az  |
 CV0848|                                                           dddmmss.s |
 CV0848| CV0842 HOBBS RADIO MAST                    APPROX. 4.2 KM 0753205.4 |
 CV0848| CV0843 HOBBS CABLEVISION MAST              APPROX. 3.5 KM 1180519.9 |
 CV0848| CV0846 HOBBS E MUNICIPAL TANK              APPROX. 0.9 KM 1661706.6 |
 CV0848| CV0845 HOBBS GENERAL TEL MICROWAVE         APPROX. 1.3 KM 1704200.5 |
 CV0848| CV0847 HOBBS S MUNICIPAL TANK              APPROX. 2.4 KM 1754317.5 |
 CV0848| CV0850 AIRPORT BCN HOBBS APT               APPROX. 7.5 KM 2501649.7 |
 CV0848| CV0849 HOBBS N MUNICIPAL TANK              APPROX. 0.8 KM 3530621.6 |
 CV0848|---------------------------------------------------------------------|
 CV0848
 CV0848                          SUPERSEDED SURVEY CONTROL
 CV0848
 CV0848  NAD 83(1986)-  32 42 54.73095(N)    103 08 21.07925(W) AD(       ) 1
 CV0848  NAD 27      -  32 42 54.33254(N)    103 08 19.31004(W) AD(       ) 1
 CV0848  NGVD 29 (07/19/86) 1129.8    (m)         3707.     (f) VERT ANG       
 CV0848
 CV0848.Superseded values are not recommended for survey control.
 CV0848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0848.See file dsdata.txt to determine how the superseded data were derived.
 CV0848
 CV0848_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFS7439821246(NAD 83)
 CV0848_MARKER: DS = TRIANGULATION STATION DISK
 CV0848_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0848_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CV0848_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CV0848+STABILITY: SURFACE MOTION
 CV0848
 CV0848  HISTORY     - Date     Condition        Report By
 CV0848  HISTORY     - 1975     MONUMENTED       NGS
 CV0848
 CV0848                          STATION DESCRIPTION
 CV0848
 CV0848'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (JRS)
 CV0848'THE STATION IS ATOP THE HIGHEST ROOF OF THE BROADMOOR BUILDING AT
 CV0848'THE BROADMOOR SHOPPING CENTER AND AT THE SOUTHWEST ANGLE OF THE
 CV0848'INTERSECTION OF LLANO DRIVE AND TURNER STREET IN THE NORTH PORTION
 CV0848'OF HOBBS.
 CV0848'
 CV0848'STATION MARK IS A STANDARD DISK, STAMPED BROADMOOR 1975, SET IN
 CV0848'THE TOP OF A 6-INCH SQUARE CONCRETE PAD, BONDED TO THE ROOF.  IT IS
 CV0848'20.7 FEET NORTHEAST OF THE SOUTHWEST CORNER OF THE BUILDING, 27.1
 CV0848'FEET SOUTHWEST OF THE NORTHEAST CORNER OF THE BUILDING AND 27.7
 CV0848'FEET NORTH OF THE SOUTHEAST CORNER OF THE BUILDING.
 CV0848'
 CV0848'THERE WERE NO SUITABLE LOCATIONS FOR REFERENCE OR AZIMUTH MARKS.
 CV0848'
 CV0848'HEIGHT OF LIGHT ABOVE STATION MARK 1.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY1006 ***********************************************************************
 CY1006  DESIGNATION -  BROCKMAN
 CY1006  PID         -  CY1006
 CY1006  STATE/COUNTY-  NM/GRANT
 CY1006  USGS QUAD   -  SEPAR (1980)
 CY1006
 CY1006                         *CURRENT SURVEY CONTROL
 CY1006  ___________________________________________________________________
 CY1006* NAD 83(1992)-  32 09 13.93914(N)    108 29 26.93446(W)     ADJUSTED  
 CY1006* NAVD 88     -      1342.     (meters)    4403.     (feet)  SCALED    
 CY1006  ___________________________________________________________________
 CY1006  LAPLACE CORR-           2.11  (seconds)                    DEFLEC99
 CY1006  GEOID HEIGHT-         -25.25  (meters)                     GEOID03
 CY1006
 CY1006  HORZ ORDER  -  THIRD
 CY1006
 CY1006.The horizontal coordinates were established by classical geodetic methods
 CY1006.and adjusted by the National Geodetic Survey in December 1993..
 CY1006
 CY1006.The orthometric height was scaled from a topographic map.
 CY1006
 CY1006.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY1006
 CY1006.The geoid height was determined by GEOID03.
 CY1006
 CY1006;                    North         East     Units Scale Factor Converg.
 CY1006;SPC NM W     -   128,119.411   767,981.033   MT  0.99996408   -0 20 59.7
 CY1006;SPC NM W     -   420,338.43  2,519,617.77   sFT  0.99996408   -0 20 59.7
 CY1006;UTM  12      - 3,560,250.208   736,642.301   MT  1.00029065   +1 20 09.6
 CY1006
 CY1006!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY1006!SPC NM W     -   0.99979333  x   0.99996408  =   0.99975742
 CY1006!UTM  12      -   0.99979333  x   1.00029065  =   1.00008392
 CY1006
 CY1006:                Primary Azimuth Mark                     Grid Az
 CY1006:SPC NM W     -  PRIDE CAIRN                              230 36 21.0
 CY1006:UTM  12      -  PRIDE CAIRN                              228 55 11.7
 CY1006
 CY1006|---------------------------------------------------------------------|
 CY1006| PID    Reference Object                     Distance      Geod. Az  |
 CY1006|                                                           dddmmss.s |
 CY1006| CY1030 PRIDE CAIRN                         APPROX. 9.8 KM 2301521.3 |
 CY1006|---------------------------------------------------------------------|
 CY1006
 CY1006                          SUPERSEDED SURVEY CONTROL
 CY1006
 CY1006  NAD 83(1992)-  32 09 13.93750(N)    108 29 26.93239(W) AD(       ) 3
 CY1006  NAD 83(1986)-  32 09 13.93557(N)    108 29 26.93227(W) AD(       ) 3
 CY1006  NAD 27      -  32 09 13.62725(N)    108 29 24.75418(W) AD(       ) 3
 CY1006
 CY1006.Superseded values are not recommended for survey control.
 CY1006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1006.See file dsdata.txt to determine how the superseded data were derived.
 CY1006
 CY1006_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYA3664260250(NAD 83)
 CY1006_MARKER: DD = SURVEY DISK
 CY1006_SETTING: 66 = SET IN ROCK OUTCROP
 CY1006_SP_SET: SET IN ROCK OUTCROP
 CY1006_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CY1006+STABILITY: POSITION/ELEVATION WELL
 CY1006
 CY1006  HISTORY     - Date     Condition        Report By
 CY1006  HISTORY     - 1931     MONUMENTED       USGS
 CY1006
 CY1006                          STATION DESCRIPTION
 CY1006
 CY1006'DESCRIBED BY US GEOLOGICAL SURVEY 1931
 CY1006'SITUATED 2.25 MI. N. OF BROCKMAN, A STATION ON THE ARIZONA AND
 CY1006'NEW MEXICO RAILWAY, ON SMALL ROCKY SUMMIT NEAR N. END OF HIGHEST
 CY1006'ONE OF A GROUP OF SMALL HILLS LYING N. OF RAILROAD.  CAR CAN BE
 CY1006'DRIVEN TO FOOT OF HILL FROM RD. PARALLELING RAILROAD.
 CY1006'
 CY1006'STATION MARK--STANDARD TABLET, CEMENTED IN OUTCROPPING ROCK, AND
 CY1006'STAMPED ---Y 1931---.
 CY1006'
 CY1006'REFERENCE MARK--STANDARD REFERENCE TABLET, CEMENTED IN LARGE ROCK
 CY1006'STANDING ABOUT 2 FT. HIGHER THAN STATION MARK, 7.66 FT. FROM
 CY1006'STATION, S 26 DEG 54 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0423 ***********************************************************************
 GN0423  DESIGNATION -  BROKE OFF
 GN0423  PID         -  GN0423
 GN0423  STATE/COUNTY-  NM/RIO ARRIBA
 GN0423  USGS QUAD   -  BROKE OFF MOUNTAIN (1995)
 GN0423
 GN0423                         *CURRENT SURVEY CONTROL
 GN0423  ___________________________________________________________________
 GN0423* NAD 83(1992)-  36 48 14.69607(N)    106 10 45.37383(W)     ADJUSTED  
 GN0423* NAVD 88     -      3158.8    (meters)   10363.     (feet)  VERTCON   
 GN0423  ___________________________________________________________________
 GN0423  LAPLACE CORR-          -2.16  (seconds)                    DEFLEC99
 GN0423  GEOID HEIGHT-         -16.36  (meters)                     GEOID03
 GN0423
 GN0423  HORZ ORDER  -  FIRST
 GN0423
 GN0423.The horizontal coordinates were established by classical geodetic methods
 GN0423.and adjusted by the National Geodetic Survey in December 1993..
 GN0423
 GN0423.The NAVD 88 height was computed by applying the VERTCON shift value to
 GN0423.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GN0423
 GN0423.The Laplace correction was computed from DEFLEC99 derived deflections.
 GN0423
 GN0423.The geoid height was determined by GEOID03.
 GN0423
 GN0423;                    North         East     Units Scale Factor Converg.
 GN0423;SPC NM C     -   643,732.474   506,311.236   MT  0.99990049   +0 02 32.5
 GN0423;SPC NM C     - 2,111,978.96  1,661,122.78   sFT  0.99990049   +0 02 32.5
 GN0423;UTM  13      - 4,073,787.551   394,802.439   MT  0.99973633   -0 42 23.6
 GN0423
 GN0423!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GN0423!SPC NM C     -   0.99950709  x   0.99990049  =   0.99940763
 GN0423!UTM  13      -   0.99950709  x   0.99973633  =   0.99924355
 GN0423
 GN0423|---------------------------------------------------------------------|
 GN0423| PID    Reference Object                     Distance      Geod. Az  |
 GN0423|                                                           dddmmss.s |
 GN0423| CD3183 BROKE OFF RM 2                        8.473 METERS 02851     |
 GN0423| CD3182 BROKE OFF RM 1                        8.940 METERS 09553     |
 GN0423| CD3181 BROKE OFF AZ MK                                    1595125.9 |
 GN0423|---------------------------------------------------------------------|
 GN0423
 GN0423                          SUPERSEDED SURVEY CONTROL
 GN0423
 GN0423  NAD 83(1992)-  36 48 14.69627(N)    106 10 45.37802(W) AD(       ) 1
 GN0423  NAD 83(1986)-  36 48 14.69881(N)    106 10 45.38088(W) AD(       ) 1
 GN0423  NAD 27      -  36 48 14.64340(N)    106 10 43.29790(W) AD(       ) 1
 GN0423  NGVD 29 (07/19/86) 3157.3    (m)        10359.     (f) VERT ANG       
 GN0423
 GN0423.Superseded values are not recommended for survey control.
 GN0423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0423.See file dsdata.txt to determine how the superseded data were derived.
 GN0423
 GN0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCA9480273788(NAD 83)
 GN0423_MARKER: DS = TRIANGULATION STATION DISK
 GN0423_SETTING: 80 = SET IN A BOULDER
 GN0423_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 GN0423
 GN0423  HISTORY     - Date     Condition        Report By
 GN0423  HISTORY     - 1945     MONUMENTED       CGS
 GN0423  HISTORY     - 1953     GOOD             USGS
 GN0423
 GN0423                          STATION DESCRIPTION
 GN0423
 GN0423'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (RAM)
 GN0423'STATION IS ABOUT 21 MILES (AIR LINE) SW OF ANTONITO, COLORADO
 GN0423'AND IS ABOUT 18 MILES (AIR LINE) NW OF TRES PIEDRAS.  IT IS
 GN0423'ABOUT 4 MILES S OF THE SAN ANTONE RIVER AND IS LOCATED ON A
 GN0423'MESA-TOPPED MOUNTAIN SLOPING UP SLIGHTLY TOWARD THE W.  THE
 GN0423'MESA IS BAREN AND DROPS OFF ABRUPTLY ON THE W AND IS THICKLY
 GN0423'WOODEN AND GENTLY SLOPING TO THE E.
 GN0423'
 GN0423'TO REACH STATION FROM THE POST OFFICE IN ANTONITO, COLORADO, GO
 GN0423'S ON U.S. HIGHWAY 285 FOR 5.6 MILES TO THE END OF THE PAVEMENT.
 GN0423'CONTINUE ON THE GRADED ROAD FOR 5.1 MILES TO A ROAD ON THE
 GN0423'RIGHT AND A SIGN READING T BONE RANCH 39 BRAZOS RIVER 26 HOPEWELL
 GN0423'20 SAN ANTONE CABIN 12 ON THE RIGHT.  HERE TURN RIGHT ON THE
 GN0423'GRADED ROAD, FOLLOWING THE SIGN AND GO 4.2 MILES TO A SIGN
 GN0423'READING LEAVING CARSON NATIONAL FOREST.  CONTINUE STRAIGHT
 GN0423'AHEAD FOR 2.7 MILES TO A REVERSE Y.  HERE CONTINUE W ON THE
 GN0423'RIGHT FORK FOR 2.6 MILES TO A FORK AND SIGN READING SAN
 GN0423'ANTONE R.S.  3 BRAZOS RIVER 15.  FOLLOWING THE SIGN, TAKE THE
 GN0423'RIGHT FORK AND GO 1.9 MILES TO A FORK AND SIGN READING HOWES
 GN0423'RANCH 5.  FOLLOWING THE SIGN, TAKE THE LEFT FORK, A DIRT ROAD,
 GN0423'AND GO 4.1 MILES TO A WIRE GATE.  CONTINUE FOR 0.6 MILE TO A
 GN0423'WIRE GATE AND RANCH BUILDINGS ABOUT 1/4 MILE TO THE W.
 GN0423'FOLLOW ALONG THE E SIDE OF THE VALLEY FOR 0.4 MILE TO A FORK.
 GN0423'HERE TAKE THE LEFT FORK ALONG THE HILLSIDE AND GO 0.7 MILE TO
 GN0423'THE END OF TRUCK TRAVEL JUST N OF A WIRE GATE AND JUST E OF
 GN0423'A N-S FENCE LINE.  FROM HERE PACK E UP THE STEEP SLOPE TO THE
 GN0423'HIGHEST POINT AND STATION.  A LONE PINE TREE IS LOCATED JUST
 GN0423'BELOW THE EDGE OF THE RIM AND THE STATION.
 GN0423'
 GN0423'STATION MARK IS A BRONZE STATION DISK SET IN A BOULDER FLUSH
 GN0423'WITH THE GROUND.  IT IS 20 FEET E OF THE RIM AND 13-1/2
 GN0423'FEET NE OF A 2-1/2-FOOT CAIRN.  DISK IS STAMPED BROKE OFF 1935.
 GN0423'
 GN0423'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A BOULDER FLUSH
 GN0423'WITH THE GROUND, ABOUT 6 INCHES BELOW THE STATION.  THE MARK IS E
 GN0423'OF THE STATION AND DISK IS STAMPED BROKE OFF 1935 NO 1.
 GN0423'
 GN0423'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A BOULDER
 GN0423'FLUSH WITH THE GROUND, ABOUT 10 INCHES BELOW THE STATION.  THE
 GN0423'MARK IS N OF THE STATION AND DISK IS STAMPED BROKE OFF 1935
 GN0423'NO 2.
 GN0423'
 GN0423'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN A BOULDER FLUSH
 GN0423'WITH THE GROUND, ABOUT 4 PACES NE OF A 2-1/2-FOOT CAIRN, AND
 GN0423'ABOUT 15 PACES E OF THE RIM.  THE MARK IS ON THE TOP OF THE
 GN0423'FIRST HIGH POINT, ABOUT 1/2 MILE SSE OF THE STATION.  DISK IS
 GN0423'STAMPED BROKE OFF 1935.
 GN0423'
 GN0423'NOTE--THE STAMPING ON THE FOUR MARKS MENTIONED ABOVE CONTAINS
 GN0423'THE DATE 1935.  HOWEVER, THIS STATION WAS VISITED ONLY BY A
 GN0423'LIGHTKEEPER IN 1935 AND WAS NOT OCCUPIED UNTIL 1945.
 GN0423'
 GN0423'HEIGHT OF LIGHT ABOVE STATION MARK - 1.0 METERS.
 GN0423
 GN0423                          STATION RECOVERY (1953)
 GN0423
 GN0423'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1953 (JTD)
 GN0423'FOUND AS DESCRIBED.
 GN0423'
 GN0423'STATION MARK--A BRONZE USC AND GS STATION DISK, SET IN BOULDER
 GN0423'FLUSH WITH THE GROUND, STAMPED ---BROKE OFF 1935---.
 GN0423'
 GN0423'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0775 ***********************************************************************
 DQ0775  DESIGNATION -  BRONCO
 DQ0775  PID         -  DQ0775
 DQ0775  STATE/COUNTY-  NM/LEA
 DQ0775  USGS QUAD   -  PRAIRIEVIEW NE (1981)
 DQ0775
 DQ0775                         *CURRENT SURVEY CONTROL
 DQ0775  ___________________________________________________________________
 DQ0775* NAD 83(1992)-  33 12 56.14265(N)    103 06 37.52282(W)     ADJUSTED  
 DQ0775* NAVD 88     -      1175.9    (meters)    3858.     (feet)  VERTCON   
 DQ0775  ___________________________________________________________________
 DQ0775  LAPLACE CORR-          -1.17  (seconds)                    DEFLEC99
 DQ0775  GEOID HEIGHT-         -21.94  (meters)                     GEOID03
 DQ0775
 DQ0775  HORZ ORDER  -  FIRST
 DQ0775
 DQ0775.The horizontal coordinates were established by classical geodetic methods
 DQ0775.and adjusted by the National Geodetic Survey in February 1996..
 DQ0775
 DQ0775.The NAVD 88 height was computed by applying the VERTCON shift value to
 DQ0775.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DQ0775
 DQ0775.The Laplace correction was computed from DEFLEC99 derived deflections.
 DQ0775
 DQ0775.The geoid height was determined by GEOID03.
 DQ0775
 DQ0775;                    North         East     Units Scale Factor Converg.
 DQ0775;SPC NM E     -   246,328.763   278,999.266   MT  1.00006927   +0 40 11.9
 DQ0775;SPC NM E     -   808,163.62    915,350.09   sFT  1.00006927   +0 40 11.9
 DQ0775;SPC TXNC     - 2,181,189.420   170,383.022   MT  0.99987670   -2 30 52.2
 DQ0775;SPC TXNC     - 7,156,118.96    558,998.30   sFT  0.99987670   -2 30 52.2
 DQ0775;UTM  13      - 3,676,779.290   676,098.722   MT  0.99998235   +1 02 07.3
 DQ0775
 DQ0775!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ0775!SPC NM E     -   0.99981886  x   1.00006927  =   0.99988812
 DQ0775!SPC TXNC     -   0.99981886  x   0.99987670  =   0.99969558
 DQ0775!UTM  13      -   0.99981886  x   0.99998235  =   0.99980121
 DQ0775
 DQ0775|---------------------------------------------------------------------|
 DQ0775| PID    Reference Object                     Distance      Geod. Az  |
 DQ0775|                                                           dddmmss.s |
 DQ0775| CJ6723 BRONCO RM 1                          26.782 METERS 08057     |
 DQ0775| CJ6724 BRONCO RM 2                          27.651 METERS 17307     |
 DQ0775| CJ6722 BRONCO AZ MK                                       3584822.4 |
 DQ0775|---------------------------------------------------------------------|
 DQ0775
 DQ0775                          SUPERSEDED SURVEY CONTROL
 DQ0775
 DQ0775  NAD 83(1992)-  33 12 56.14374(N)    103 06 37.52137(W) AD(       ) 1
 DQ0775  NAD 83(1986)-  33 12 56.14696(N)    103 06 37.51927(W) AD(       ) 1
 DQ0775  NAD 27      -  33 12 55.76800(N)    103 06 35.70600(W) AD(       ) 1
 DQ0775  NGVD 29 (07/19/86) 1175.5    (m)         3857.     (f) VERT ANG       
 DQ0775
 DQ0775.Superseded values are not recommended for survey control.
 DQ0775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0775.See file dsdata.txt to determine how the superseded data were derived.
 DQ0775
 DQ0775_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFS7609976779(NAD 83)
 DQ0775_MARKER: DS = TRIANGULATION STATION DISK
 DQ0775_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0775_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ0775+SATELLITE: SATELLITE OBSERVATIONS - September 09, 2003
 DQ0775
 DQ0775  HISTORY     - Date     Condition        Report By
 DQ0775  HISTORY     - 1934     MONUMENTED       CGS
 DQ0775  HISTORY     - 1938     GOOD             CGS
 DQ0775  HISTORY     - 19680701 GOOD             USGS
 DQ0775  HISTORY     - 20030909 GOOD             INDIV
 DQ0775
 DQ0775                          STATION DESCRIPTION
 DQ0775
 DQ0775'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 DQ0775'ABOUT 4-1/2 MILES SOUTHWEST OF BRONCO, TEX., IN A GROUP OF SAND
 DQ0775'RISES VISIBLE FROM U.S. HIGHWAY 62, ON THE HIGHEST GROUND IN
 DQ0775'THE IMMEIDATE VICINITY, 3.0 MILES WEST OF THE TEXAS-NEW MEXICO
 DQ0775'BOUNDARY, 120 FEET EAST OF A NORTH-SOUTH FENCE, AND 3 MILES NORTH
 DQ0775'OF A GROUP OF RED-SAND DUNES.  TO REACH FROM BRONCO POST OFFICE,
 DQ0775'GO WEST 3.0 MILES ON U.S. HIGHWAY 62.  AT A POINT 0.1 MILE
 DQ0775'EAST OF A WHITE SCHOOL, LEAVE THE HIGHWAY, TURN SOUTH THROUGH A
 DQ0775'WIRE GATE AND GO SOUTH ON A WELL-TRAVELED TRACK ROAD 1.0 MILE
 DQ0775'TO A CROSSROAD.  CROSS ROAD, TAKE THE RIGHT FORK AND CONTINUE
 DQ0775'SOUTH 1.8 MILES TO THE TOP OF A SAND RISE VISIBLE FROM THE
 DQ0775'HIGHWAY AND THE STATION.  THE SURFACE, UNDERGROUND,
 DQ0775'REFERENCE, AND AZIMUTH MARKS ARE STANDARD DISKS SET IN
 DQ0775'CONCRETE.  REFERENCE MARK
 DQ0775'NO. 1 IS 87.87 FEET FROM THE STATION N 80 DEG 57 MIN E,
 DQ0775'AND NO. 2 IS 90.72 FEET FROM STATION S 07 DEG 53 MIN E.
 DQ0775'THE AZIMUTH MARK IS 2 FEET SOUTH OF AN
 DQ0775'EAST-WEST FENCE, 1 FOOT EAST OF A NORTH-SOUTH FENCE, 0.1
 DQ0775'MILE NORTH OF AN EAST-WEST FENCE WITH A WIRE GATE BETWEEN TWO
 DQ0775'T-FENCE INTERSECTIONS, AND 0.5 MILE FROM STATION N 01 DEG 12 MIN W.
 DQ0775
 DQ0775                          STATION RECOVERY (1968)
 DQ0775
 DQ0775'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968 (RCF)
 DQ0775'RECOVERED IN GOOD CONDITION.
 DQ0775
 DQ0775                          STATION RECOVERY (2003)
 DQ0775
 DQ0775'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (GWS)
 DQ0775'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1599 ***********************************************************************
 CX1599  DESIGNATION -  BROOKS
 CX1599  PID         -  CX1599
 CX1599  STATE/COUNTY-  NM/OTERO
 CX1599  USGS QUAD   -  WHITE SANDS NE (1955)
 CX1599
 CX1599                         *CURRENT SURVEY CONTROL
 CX1599  ___________________________________________________________________
 CX1599* NAD 83(1992)-  32 28 49.54658(N)    106 19 07.91548(W)     ADJUSTED  
 CX1599* NAVD 88     -      1217.25   (+/-2cm)    3993.6    (feet)  VERTCON   
 CX1599  ___________________________________________________________________
 CX1599  LAPLACE CORR-           1.41  (seconds)                    DEFLEC99
 CX1599  GEOID HEIGHT-         -23.61  (meters)                     GEOID03
 CX1599
 CX1599  HORZ ORDER  -  FIRST
 CX1599  VERT ORDER  -  THIRD ? (See Below)
 CX1599
 CX1599.The horizontal coordinates were established by classical geodetic methods
 CX1599.and adjusted by the National Geodetic Survey in December 1993..
 CX1599
 CX1599.The NAVD 88 height was computed by applying the VERTCON shift value to
 CX1599.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CX1599.The vertical order pertains to the NGVD 29 superseded value.
 CX1599
 CX1599.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1599
 CX1599.The geoid height was determined by GEOID03.
 CX1599
 CX1599;                    North         East     Units Scale Factor Converg.
 CX1599;SPC NM C     -   164,139.115   493,527.497   MT  0.99990052   -0 02 13.1
 CX1599;SPC NM C     -   538,513.08  1,619,181.46   sFT  0.99990052   -0 02 13.1
 CX1599;UTM  13      - 3,594,455.727   376,075.386   MT  0.99978938   -0 42 30.0
 CX1599
 CX1599!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1599!SPC NM C     -   0.99981262  x   0.99990052  =   0.99971316
 CX1599!UTM  13      -   0.99981262  x   0.99978938  =   0.99960204
 CX1599
 CX1599|---------------------------------------------------------------------|
 CX1599| PID    Reference Object                     Distance      Geod. Az  |
 CX1599|                                                           dddmmss.s |
 CX1599| CC7049 BROOKS RM 1                          12.793 METERS 21746     |
 CX1599| CC7050 BROOKS RM 2                          19.673 METERS 26148     |
 CX1599| CC7051 BROOKS RM 3                          16.399 METERS 30123     |
 CX1599| CC7048 RL 90                                              3445556.5 |
 CX1599|---------------------------------------------------------------------|
 CX1599
 CX1599                          SUPERSEDED SURVEY CONTROL
 CX1599
 CX1599  NAD 83(1986)-  32 28 49.55301(N)    106 19 07.91482(W) AD(       ) 1
 CX1599  NAD 27      -  32 28 49.22415(N)    106 19 05.94624(W) AD(       ) 1
 CX1599  NGVD 29 (07/19/86) 1216.66   (m)         3991.7    (f) LEVELING    3  
 CX1599
 CX1599.Superseded values are not recommended for survey control.
 CX1599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1599.See file dsdata.txt to determine how the superseded data were derived.
 CX1599
 CX1599_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR7607594456(NAD 83)
 CX1599_MARKER: DS = TRIANGULATION STATION DISK
 CX1599_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX1599
 CX1599  HISTORY     - Date     Condition        Report By
 CX1599  HISTORY     - 1968     MONUMENTED       CGS
 CX1599
 CX1599                          STATION DESCRIPTION
 CX1599
 CX1599'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JCC)
 CX1599'THE STATION IS LOCATED ABOUT 13 MILES EAST NORTHEAST OF WHITE
 CX1599'SANDS MISSILE RANGE HEADQUARTERS AND ABOUT 5.5 MILES NORTH OF WSMR
 CX1599'ROUTE NO. 2 ON A MOUND WITH 8 WHITE ASTRODOMES ON IT.
 CX1599'
 CX1599'TO REACH THE STATION FROM WHITE SANDS MISSILE RANGE HEADQUARTERS
 CX1599'GO EAST 2.2 MILES ON NIKE AVENUE TO A FORK.  TAKE LEFT FORK AND GO
 CX1599'NORTHEAST ON A PAVED ROAD 10 MILES TO AN INTERSECTION.  CONTINUE
 CX1599'NORTHEAST ON A GRAVELED ROAD 0.4 MILE TO A GRAVELED ROAD LEFT.
 CX1599'TURN LEFT AND GO NORTHWEST ON GRAVELED ROAD 0.6 MILE TO A GRAVELED
 CX1599'ROAD LEFT.  TURN LEFT AND GO SOUTHWEST 0.2 MILE TO A MOUND
 CX1599'AND THE STATION.
 CX1599'
 CX1599'STATION MARK, A STANDARD DISK STAMPED BROOKS 1965, IS SET IN THE
 CX1599'TOP OF A 10 INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH THE
 CX1599'GROUND.  IT IS 66 FEET EAST OF THE NORTHEAST CORNER OF A CONCRETE
 CX1599'PAD, 28 FEET NORTH OF THE SOUTHEAST CORNER OF THE PAD AND 22 FEET
 CX1599'NORTHEAST OF THE NORTHEAST EDGE OF THE CONCRETE PAD AND ABOUT THE
 CX1599'SAME ELEVATION AS THE STATION.
 CX1599'
 CX1599'RM NO. 1, A STANDARD DISK STAMPED BROOKS NO 1 1965, IS SET IN THE
 CX1599'TOP OF A 10 INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH THE
 CX1599'GROUND.  IT IS 59 FEET SOUTHEAST OF THE SOUTHWEST CORNER OF A
 CX1599'CONCRETE PAD, 24 FEET WEST OF THE SOUTHEAST CORNER OF THE CONCRETE
 CX1599'PAD AND 10 FEET SOUTHWEST OF THE SOUTHWEST EDGE OF THE CONCRETE PAD
 CX1599'AND ABOUT THE SAME ELEVATION AS THE STATION.
 CX1599'
 CX1599'RM NO. 2, A STANDARD DISK STAMPED BROOKS NO 2 1965, IS SET IN THE
 CX1599'TOP OF A 10 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS ABOUT
 CX1599'0.1 FOOT.  IT IS 68 FEET WEST NORTHWEST OF THE SOUTHEAST CORNER
 CX1599'OF A CONCRETE PAD, 16 FEET SOUTH SOUTHEAST OF THE SOUTHWEST CORNER
 CX1599'OF THE CONCRETE PAD AND 10 FEET SOUTHWEST OF THE SOUTHWEST EDGE OF
 CX1599'THE CONCRETE PAD AND ABOUT THE SAME ELEVATION AS THE STATION.
 CX1599'
 CX1599'RM NO. 3, A STANDARD DISK STAMPED BROOKS NO 3 1965, IS SET IN THE
 CX1599'TOP OF A 10 INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH THE
 CX1599'GROUND.  IT IS 75 FEET NORTHWEST OF THE NORTHEAST CORNER OF A
 CX1599'CONCRETE PAD, 23 FEET NORTHEAST OF THE NORTHWEST CORNER OF THE
 CX1599'CONCRETE PAD AND 21 FEET NORTHEAST OF THE NORTHEAST EDGE OF THE
 CX1599'CONCRETE PAD AND ABOUT THE SAME ELEVATION AS THE STATION.
 CX1599'
 CX1599'AZIMUTH MARK, A USE DISK STAMPED RL 90 1965, IS SET IN THE TOP OF A
 CX1599'12 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS ABOUT 0.2 FOOT ABOVE
 CX1599'THE GROUND.  IT IS 12 FEET WEST OF A DIM TRACK TRAIL AND IS ABOUT 5
 CX1599'FEET LOWER THAN THE STATION.
 CX1599'
 CX1599'ALL DISTANCES ARE SEA LEVEL.
 CX1599'
 CX1599'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0928 ***********************************************************************
 DR0928  DESIGNATION -  BROOM
 DR0928  PID         -  DR0928
 DR0928  STATE/COUNTY-  NM/CHAVES
 DR0928  USGS QUAD   -  ROUND MOUNTAIN SE (1967)
 DR0928
 DR0928                         *CURRENT SURVEY CONTROL
 DR0928  ___________________________________________________________________
 DR0928* NAD 83(1992)-  33 45 52.54127(N)    104 48 50.52591(W)     ADJUSTED  
 DR0928* NAVD 88     -      1404.2    (meters)    4607.     (feet)  VERTCON   
 DR0928  ___________________________________________________________________
 DR0928  LAPLACE CORR-          -3.19  (seconds)                    DEFLEC99
 DR0928  GEOID HEIGHT-         -22.86  (meters)                     GEOID03
 DR0928
 DR0928  HORZ ORDER  -  SECOND
 DR0928
 DR0928.The horizontal coordinates were established by classical geodetic methods
 DR0928.and adjusted by the National Geodetic Survey in December 1993..
 DR0928
 DR0928.The NAVD 88 height was computed by applying the VERTCON shift value to
 DR0928.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DR0928
 DR0928.The Laplace correction was computed from DEFLEC99 derived deflections.
 DR0928
 DR0928.The geoid height was determined by GEOID03.
 DR0928
 DR0928;                    North         East     Units Scale Factor Converg.
 DR0928;SPC NM E     -   306,651.857   120,472.201   MT  0.99993353   -0 16 01.8
 DR0928;SPC NM E     - 1,006,073.63    395,249.21   sFT  0.99993353   -0 16 01.8
 DR0928;SPC NM C     -   307,471.788   633,018.210   MT  1.00011806   +0 47 53.5
 DR0928;SPC NM C     - 1,008,763.69  2,076,827.24   sFT  1.00011806   +0 47 53.5
 DR0928;UTM  13      - 3,736,070.747   517,220.706   MT  0.99960366   +0 06 12.1
 DR0928
 DR0928!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR0928!SPC NM E     -   0.99978319  x   0.99993353  =   0.99971673
 DR0928!SPC NM C     -   0.99978319  x   1.00011806  =   0.99990122
 DR0928!UTM  13      -   0.99978319  x   0.99960366  =   0.99938693
 DR0928
 DR0928:                Primary Azimuth Mark                     Grid Az
 DR0928:SPC NM E     -  MESA PUMPING STA MICROWAVE TWR           011 32 25.8
 DR0928:SPC NM C     -  MESA PUMPING STA MICROWAVE TWR           010 28 30.5
 DR0928:UTM  13      -  MESA PUMPING STA MICROWAVE TWR           011 10 11.9
 DR0928
 DR0928|---------------------------------------------------------------------|
 DR0928| PID    Reference Object                     Distance      Geod. Az  |
 DR0928|                                                           dddmmss.s |
 DR0928| DR0927 MESA PUMPING STA MICROWAVE TWR      APPROX.20.8 KM 0111624.0 |
 DR0928| DR0921 RON                                 APPROX. 6.9 KM 1223249.4 |
 DR0928| CJ6725 BROOM RM 1                           14.392 METERS 25734     |
 DR0928| CJ6726 BROOM RM 2                           15.098 METERS 35218     |
 DR0928|---------------------------------------------------------------------|
 DR0928
 DR0928                          SUPERSEDED SURVEY CONTROL
 DR0928
 DR0928  NAD 83(1986)-  33 45 52.54613(N)    104 48 50.52316(W) AD(       ) 2
 DR0928  NAD 27      -  33 45 52.24114(N)    104 48 48.59362(W) AD(       ) 2
 DR0928  NGVD 29 (07/19/86) 1403.6    (m)         4605.     (f) VERT ANG       
 DR0928
 DR0928.Superseded values are not recommended for survey control.
 DR0928.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0928.See file dsdata.txt to determine how the superseded data were derived.
 DR0928
 DR0928_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SET1722136071(NAD 83)
 DR0928_MARKER: DD = SURVEY DISK
 DR0928_SETTING: 66 = SET IN ROCK OUTCROP
 DR0928_SP_SET: PARTIALLY EXPOSED BEDROCK
 DR0928
 DR0928  HISTORY     - Date     Condition        Report By
 DR0928  HISTORY     - 1967     MONUMENTED       USGS
 DR0928
 DR0928                          STATION DESCRIPTION
 DR0928
 DR0928'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (FJG)
 DR0928'STATION IS LOCATED 30.5 MI. N 33 DEG W OF ROSWELL, NEW MEXICO
 DR0928'AND ABOUT 16 MI. S, 49 DEG W. OF THE JUNCTION OF U.S. HIGHWAY
 DR0928'285 AND STATE HIGHWAY 20.  THE STATION IS ON A LOW BROAD RIDGE,
 DR0928'APPROXIMATELY 0.15 MI. N. OF AN E-W TRACK RD., AND 5 FT. E.
 DR0928'OF A USGS WITNESS SIGN MOUNTED ON A METAL POST.  THE STATION
 DR0928'SITE CAN BE LOCATED FROM THE ROSWELL (NI 13-8) 1--250,000 SERIES
 DR0928'MAP.
 DR0928'
 DR0928'STATION MARK--A USGS BRONZE TABLET CEMENTED IN BEDROCK, FLUSH
 DR0928'WITH GROUND AND STAMPED BROOM ET 1967.
 DR0928'
 DR0928'REFERENCE MARK NO. 1--A USGS BRONZE TABLET CEMENTED IN BEDROCK
 DR0928'FLUSH WITH GROUND AND STAMPED BROOM ET 1967 RM NO. 1.
 DR0928'
 DR0928'REFERENCE MARK NO. 2--A USGS BRONZE TABLET CEMENTED IN BEDROCK
 DR0928'FLUSH WITH GROUND AND STAMPED BROOM ET 1967 RM NO. 2.
 DR0928'
 DR0928'DISTANCE BETWEEN RMS IS 71.19 FT (21.69 METERS).
 DR0928'
 DR0928'RON ET 1967 IS VISIBLE FROM THE GROUND, AT THIS STATION AND
 DR0928'WILL SERVE AS THE AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ1012 ***********************************************************************
 EQ1012  DESIGNATION -  BROWN
 EQ1012  PID         -  EQ1012
 EQ1012  STATE/COUNTY-  NM/SOCORRO
 EQ1012  USGS QUAD   -  MESA SARCA (1985)
 EQ1012
 EQ1012                         *CURRENT SURVEY CONTROL
 EQ1012  ___________________________________________________________________
 EQ1012* NAD 83(1992)-  34 31 19.80030(N)    107 11 06.15393(W)     ADJUSTED  
 EQ1012* NAVD 88     -      2108.4    (meters)    6917.     (feet)  VERTCON   
 EQ1012  ___________________________________________________________________
 EQ1012  LAPLACE CORR-          -4.30  (seconds)                    DEFLEC99
 EQ1012  GEOID HEIGHT-         -21.32  (meters)                     GEOID03
 EQ1012
 EQ1012  HORZ ORDER  -  SECOND
 EQ1012
 EQ1012.The horizontal coordinates were established by classical geodetic methods
 EQ1012.and adjusted by the National Geodetic Survey in December 1993..
 EQ1012
 EQ1012.The NAVD 88 height was computed by applying the VERTCON shift value to
 EQ1012.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EQ1012
 EQ1012.The Laplace correction was computed from DEFLEC99 derived deflections.
 EQ1012
 EQ1012.The geoid height was determined by GEOID03.
 EQ1012
 EQ1012;                    North         East     Units Scale Factor Converg.
 EQ1012;SPC NM C     -   390,967.504   414,155.637   MT  0.99999080   -0 31 47.8
 EQ1012;SPC NM C     - 1,282,699.22  1,358,775.62   sFT  0.99999080   -0 31 47.8
 EQ1012;UTM  13      - 3,822,223.192   299,441.562   MT  1.00009582   -1 14 19.4
 EQ1012
 EQ1012!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EQ1012!SPC NM C     -   0.99967248  x   0.99999080  =   0.99966328
 EQ1012!UTM  13      -   0.99967248  x   1.00009582  =   0.99976827
 EQ1012
 EQ1012|---------------------------------------------------------------------|
 EQ1012| PID    Reference Object                     Distance      Geod. Az  |
 EQ1012|                                                           dddmmss.s |
 EQ1012| CD1689 BROWN RM 1                            7.478 METERS 02136     |
 EQ1012| CD1688 T3N R3W SECS 9 10 15 16                            1372022.0 |
 EQ1012| CD1690 BROWN RM 2                           10.730 METERS 23537     |
 EQ1012|---------------------------------------------------------------------|
 EQ1012
 EQ1012                          SUPERSEDED SURVEY CONTROL
 EQ1012
 EQ1012  NAD 83(1986)-  34 31 19.80424(N)    107 11 06.15435(W) AD(       ) 2
 EQ1012  NAD 27      -  34 31 19.59140(N)    107 11 04.02930(W) AD(       ) 2
 EQ1012  NGVD 29 (07/19/86) 2107.6    (m)         6915.     (f) VERT ANG       
 EQ1012
 EQ1012.Superseded values are not recommended for survey control.
 EQ1012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ1012.See file dsdata.txt to determine how the superseded data were derived.
 EQ1012
 EQ1012_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBU9944222223(NAD 83)
 EQ1012_MARKER: DS = TRIANGULATION STATION DISK
 EQ1012_SETTING: 66 = SET IN ROCK OUTCROP
 EQ1012_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 EQ1012_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EQ1012+STABILITY: POSITION/ELEVATION WELL
 EQ1012
 EQ1012  HISTORY     - Date     Condition        Report By
 EQ1012  HISTORY     - 1952     MONUMENTED       USGS
 EQ1012  HISTORY     - 1958     GOOD             USGS
 EQ1012
 EQ1012                          STATION DESCRIPTION
 EQ1012
 EQ1012'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 EQ1012'STATION IS LOCATED ABOUT 25 AIRLINE MI. WSW. OF BELEN, ON SHARP S. END
 EQ1012'OF HIGH RIDGE.
 EQ1012'
 EQ1012'TO REACH STATION BY JEEP FROM BERNARDO, GO W. ON U.S. HIGHWAY 85 FOR
 EQ1012'1.8 MI. TO RD. TO RIGHT, TURN RIGHT (N.) AND CONTINUE FOR 2.2 MI. TO
 EQ1012'FORK, TAKE LEFT FORK AND CONTINUE 0.7 MI. TO FORK, TAKE RIGHT FORK
 EQ1012'FOR 4.3 MI. TO FORK, TAKE RIGHT FORK ACROSS CATTLEGUARD FOR 2.9 MI. TO
 EQ1012'FORK, TAKE A RIGHT FORK FOR 7.5 MI. TO FORK, TAKE FORK (LEFT) 1.3 MI.
 EQ1012'TO GATE AT HEAD OF CUT, GO 0.8 MI. TO FORK, TAKE RIGHT FORK OFF MAIN
 EQ1012'ROAD, THEN CONTINUE 2.5 MI. PAST OLD RANCH, 0.1 MI. MORE TAKING RIGHT
 EQ1012'FORK, 1.1 MI. MORE TURNING OFF ON FAINT OLD TRAIL FOR 1.7 MI.
 EQ1012'FOLLOWING DRAIN TO END OF JEEP TRAVEL, THEN PACK FOR 1/2 HOUR UP
 EQ1012'RIDGE IN SOUTHERLY DIRECTION TO TOP AND EXTREME S. END AND STATION.
 EQ1012'
 EQ1012'STATION MARK--A STANDARD USGS REFERENCE MARK WITH REFERENCE MARKED
 EQ1012'OUT AND BENCH ADDED WITH CROSS ON ARROW SIGNIFYING STATION MARK
 EQ1012'TABLET, STAMPED---BROWN 1952---.
 EQ1012
 EQ1012                          STATION RECOVERY (1958)
 EQ1012
 EQ1012'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958 (RLE)
 EQ1012'THE STATION IS LOCATED ON A HIGH ROCKY HILL, ABOUT 21 MILES
 EQ1012'NORTHWEST OF BERNARDO, ABOUT 17 MILES EAST OF THE RANCH SETTLEMENT
 EQ1012'OF FIELD, 10 MILES NORTHEAST OF THE ABANDONED VILLAGE OF RILEY
 EQ1012'AND ABOUT 1 MILE SOUTH OF A HIGHER HILL.  THE MARK IS A STANDARD
 EQ1012'U.S. GEOLOGICAL SURVEY STATION DISK CEMENTED IN A DRILL HOLE
 EQ1012'IN BEDROCK, SET FLUSH WITH THE SURROUNDING SURFACE AND IS
 EQ1012'STAMPED BROWN 1952.
 EQ1012'
 EQ1012'REFERENCE MARK NO. 1 IS SET ON THE NORTH SIDE OF THE HILL.
 EQ1012'THE MARK IS SET FLUSH WITH THE SURROUNDING SURFACE AND IS STAMPED
 EQ1012'BROWN USGS NO 1 1958.
 EQ1012'
 EQ1012'REFERENCE MARK NO. 2 IS SET ON THE SOUTHWEST SIDE OF THE HILL.
 EQ1012'THE MARK IS SET FLUSH WITH THE SURROUNDING SURFACE AND IS STAMPED
 EQ1012'BROWN USGS NO 2 1958.
 EQ1012'
 EQ1012'AZIMUTH MARK IS 32 FEET SOUTHWEST OF THE CENTER OF THE TRACK ROAD.
 EQ1012'THE MARK IS A U.S. CADESTRAL DISK BRAZED TO THE TOP OF A 2-INCH
 EQ1012'IRON PIPE, PROJECTS 6 INCHES ABOVE THE SURFACE OF THE GROUND
 EQ1012'AND IS STAMPED T3N RW3 S16 S15 1952.
 EQ1012'
 EQ1012'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO. 85
 EQ1012'AND U.S. HIGHWAY NO. 60 IN THE WEST PART OF BERNARDO, GO
 EQ1012'SOUTHWEST ON U.S. HIGHWAY NO. 85 FOR 1.2 MILES TO A BRIDGE,
 EQ1012'CONTINUE STRAIGHT AHEAD FOR 0.4 MILE TO A SIDE ROAD ON THE
 EQ1012'RIGHT, TURN RIGHT AND GO NORTHWESTERLY FOR 2.0 MILES TO A FORK,
 EQ1012'TAKE THE LEFT FORK AND GO 0.7 MILE TO A FORK AND GATE, TAKE
 EQ1012'THE LEFT FORK AND PASS THROUGH THE GATE AND GO 0.2 MILE TO A
 EQ1012'FORK, TAKE THE RIGHT FORK AND GO 1.3 MILES TO A GATE, PASS
 EQ1012'THROUGH THE GATE AND GO 2.0 MILES TO A GATE, PASS THROUGH THE
 EQ1012'GATE AND GO 0.9 MILE TO A FORK AND A CATTLE GUARD, TAKE THE
 EQ1012'RIGHT FORK AND CROSS THE CATTLE GUARD AND GO 0.1 MILE TO A
 EQ1012'FORK, TAKE THE RIGHT FORK AND GO 2.9 MILES TO A FORK AND OLD
 EQ1012'RANCH HOUSE ON THE LEFT, TAKE THE RIGHT FORK AND GO 6.2
 EQ1012'MILES TO A FORK AND A CATTLE GUARD, TAKE THE LEFT FORK ACROSS
 EQ1012'THE CATTLE GUARD AND GO 1.0 MILE TO CROSS ROAD, CONTINUE STRAIGHT
 EQ1012'AHEAD AND GO 1.2 MILES TO A GATE, PASS THROUGH THE GATE AND
 EQ1012'GO 0.7 MILE TO A DIM TRACK ROAD ON THE RIGHT, TURN RIGHT
 EQ1012'AND GO 1.9 MILES TO THE AZIMUTH MARK ON THE LEFT AS
 EQ1012'DESCRIBED, CONTINUE AHEAD FOR 1.4 MILES TO A OLD RANCH
 EQ1012'HOUSE, CONTINUE STRAIGHT AHEAD FOR 0.1 MILE TO A GATE AND
 EQ1012'FORK, TAKE THE RIGHT FORK, PASS THROUGH THE GATE AND GO
 EQ1012'1.0 MILE TO A DIM TRACK ROAD ON THE RIGHT, TURN RIGHT AND
 EQ1012'FOLLOW DIM TRACK ROAD ACROSS COUNTRY FOR 1.0 MILE TO THE END OF
 EQ1012'TRUCK TRAVEL, FROM HERE PACK NORTHEAST TO THE TOP OF HILL AND
 EQ1012'THE STATION AS DESCRIBED.
 EQ1012'
 EQ1012'A 1 HOUR AND 30 MINUTES PACK.
 EQ1012'
 EQ1012'HEIGHT OF LIGHT ABOVE STATION MARK 1.0 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0938 ***********************************************************************
 FM0938  DESIGNATION -  BROWN
 FM0938  PID         -  FM0938
 FM0938  STATE/COUNTY-  NM/HARDING
 FM0938  USGS QUAD   -  MC CARTY RANCH (1966)
 FM0938
 FM0938                         *CURRENT SURVEY CONTROL
 FM0938  ___________________________________________________________________
 FM0938* NAD 83(1992)-  35 31 51.40790(N)    103 25 55.25217(W)     ADJUSTED  
 FM0938* NAVD 88     -      1319.3    (meters)    4328.     (feet)  VERTCON   
 FM0938  ___________________________________________________________________
 FM0938  LAPLACE CORR-          -2.33  (seconds)                    DEFLEC99
 FM0938  GEOID HEIGHT-         -22.71  (meters)                     GEOID03
 FM0938
 FM0938  HORZ ORDER  -  SECOND
 FM0938
 FM0938.The horizontal coordinates were established by classical geodetic methods
 FM0938.and adjusted by the National Geodetic Survey in December 1993..
 FM0938
 FM0938.The NAVD 88 height was computed by applying the VERTCON shift value to
 FM0938.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FM0938
 FM0938.The Laplace correction was computed from DEFLEC99 derived deflections.
 FM0938
 FM0938.The geoid height was determined by GEOID03.
 FM0938
 FM0938;                    North         East     Units Scale Factor Converg.
 FM0938;SPC NM E     -   502,852.648   246,738.405   MT  0.99999140   +0 31 25.8
 FM0938;SPC NM E     - 1,649,775.73    809,507.58   sFT  0.99999140   +0 31 25.8
 FM0938;UTM  13      - 3,933,056.199   642,156.712   MT  0.99984903   +0 54 41.0
 FM0938
 FM0938!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FM0938!SPC NM E     -   0.99979653  x   0.99999140  =   0.99978793
 FM0938!UTM  13      -   0.99979653  x   0.99984903  =   0.99964559
 FM0938
 FM0938:                Primary Azimuth Mark                     Grid Az
 FM0938:SPC NM E     -  BROWN AZ MK                              070 18 03.6
 FM0938:UTM  13      -  BROWN AZ MK                              069 54 48.4
 FM0938
 FM0938|---------------------------------------------------------------------|
 FM0938| PID    Reference Object                     Distance      Geod. Az  |
 FM0938|                                                           dddmmss.s |
 FM0938| CJ6727 BROWN AZ MK                                        0704929.4 |
 FM0938| FM0954 LOS ANGELES AMARILLO AWY BN 88      APPROX.43.3 KM 1475812.4 |
 FM0938| FM0969 LOS ANGELES AMARILLO AWY BN 87      APPROX.38.3 KM 1770001.4 |
 FM0938| CJ6728 BROWN RM 1                           76.078 METERS 24642     |
 FM0938| CJ6729 BROWN RM 2                           77.535 METERS 29622     |
 FM0938|---------------------------------------------------------------------|
 FM0938
 FM0938                          SUPERSEDED SURVEY CONTROL
 FM0938
 FM0938  NAD 83(1986)-  35 31 51.41759(N)    103 25 55.24790(W) AD(       ) 2
 FM0938  NAD 27      -  35 31 51.24990(N)    103 25 53.39790(W) AD(       ) 2
 FM0938  NGVD 29 (07/19/86) 1318.7    (m)         4326.     (f) VERT ANG       
 FM0938
 FM0938.Superseded values are not recommended for survey control.
 FM0938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0938.See file dsdata.txt to determine how the superseded data were derived.
 FM0938
 FM0938_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFV4215733056(NAD 83)
 FM0938_MARKER: DS = TRIANGULATION STATION DISK
 FM0938_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0938
 FM0938  HISTORY     - Date     Condition        Report By
 FM0938  HISTORY     - 1935     MONUMENTED       CGS
 FM0938  HISTORY     - 1948     GOOD             CGS
 FM0938
 FM0938                          STATION DESCRIPTION
 FM0938
 FM0938'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 FM0938'LOCATED 12 MILES AIR LINE NORTH OF LOGAN, 0.9 MILE SOUTHWEST
 FM0938'OF THE RANCH HOUSE OF MR. BROWN, 0.7 MILE SOUTH OF A WELL-TRAVELED
 FM0938'RANCH ROAD, 229 FEET EAST OF A FENCE, 1/2 MILE SOUTHWEST
 FM0938'OF A DRAW, ON A PROMINENT SAND HILL, WHICH IS THE HIGHEST
 FM0938'POINT IN THE VICINITY.  TO REACH THE STATION FROM LOGAN POST
 FM0938'OFFICE DRIVE 1/2 BLOCK EAST, TURN LEFT GO NORTH 0.6 MILE AND
 FM0938'THEN LEFT (WEST) 0.2 MILE ON STATE HIGHWAY 39, TURN RIGHT
 FM0938'OFF THE HIGHWAY AND GO NORTH 6.9 MILES ON A FAIR, SECTION-LINE
 FM0938'ROAD, PASS ADOBE RANCH BUILDINGS, AND CONTINUE NORTH ON POOR
 FM0938'SECTION-LINE ROAD 1.7 MILES, TAKE LEFT FORK NORTHWEST TO
 FM0938'GATE AND ABANDONED CATTLE GUARD, PASS THROUGH GATE AND TAKE
 FM0938'RIGHT FORK NORTH AND THEN NORTHWEST 0.8 MILE, TAKE THE
 FM0938'MAIN RIGHT FORK 1/4 MILE EAST OF THE WINDMILL, TAKE RIGHT
 FM0938'FORK AND GO 2.2 MILES, AT CATTLE GUARD LEADING INTO THE
 FM0938'BROWN RANCH YARD TAKE THE LEFT FORK ON A WELL-TRAVELED
 FM0938'TRAIL AND GO 0.2 MILE, TAKE THE RIGHT FORK AND GO 0.4
 FM0938'MILE, LEAVE TRAIL HERE AND DRIVE SOUTH 0.7 MILE
 FM0938'ACROSS THE COUNTRY UP THE SIDE OF A SAND HILL TO THE HIGHEST
 FM0938'POINT AND STATION.  THE SURFACE, UNDERGROUND, REFERENCE,
 FM0938'AND AZIMUTH MARKS ARE STANDARD DISKS SET IN CONCRETE.
 FM0938'REFERENCE MARK NO. 1 IS
 FM0938'1 FOOT EAST OF A FENCE AND 249.60 FEET (SLOPE DISTANCE)
 FM0938'FROM STATION S 66 DEG 42 MIN W, AND NO. 2 IS 1
 FM0938'FOOT EAST OF FENCE AND 254.38 FEET (SLOPE DISTANCE) FROM
 FM0938'STATION N 63 DEG 38 MIN W.  THE AZIMUTH MARK IS 1 FOOT
 FM0938'SOUTH OF FENCE, 7 FEET EAST OF THE CATTLE GUARD, 16 FEET
 FM0938'EAST OF FENCE CORNER, ABOUT 200 YARDS SOUTH OF BROWNS RANCH
 FM0938'HOUSE, AND 0.9 MILE FROM STATION N 70 DEG 49 MIN E.
 FM0938
 FM0938                          STATION RECOVERY (1948)
 FM0938
 FM0938'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (CFO)
 FM0938'STATION FOUND AS DESCRIBED AND ALL MARKS FOUND AND IN GOOD
 FM0938'CONDITION.  OLD DESCRIPTION AND MILAGES ARE STILL THE BEST
 FM0938'TO USE TO STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ1096 ***********************************************************************
 EQ1096  DESIGNATION -  BROWN TOP
 EQ1096  PID         -  EQ1096
 EQ1096  STATE/COUNTY-  NM/SOCORRO
 EQ1096  USGS QUAD   -  SIERRA LARGA NORTH (1972)
 EQ1096
 EQ1096                         *CURRENT SURVEY CONTROL
 EQ1096  ___________________________________________________________________
 EQ1096* NAD 83(1992)-  34 14 54.17182(N)    106 32 07.43586(W)     ADJUSTED  
 EQ1096* NAVD 88     -      1916.8    (meters)    6289.     (feet)  VERTCON   
 EQ1096  ___________________________________________________________________
 EQ1096  LAPLACE CORR-           3.25  (seconds)                    DEFLEC99
 EQ1096  GEOID HEIGHT-         -20.85  (meters)                     GEOID03
 EQ1096
 EQ1096  HORZ ORDER  -  THIRD
 EQ1096
 EQ1096.The horizontal coordinates were established by classical geodetic methods
 EQ1096.and adjusted by the National Geodetic Survey in December 1993..
 EQ1096
 EQ1096.The NAVD 88 height was computed by applying the VERTCON shift value to
 EQ1096.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EQ1096
 EQ1096.The Laplace correction was computed from DEFLEC99 derived deflections.
 EQ1096
 EQ1096.The geoid height was determined by GEOID03.
 EQ1096
 EQ1096;                    North         East     Units Scale Factor Converg.
 EQ1096;SPC NM C     -   360,239.518   473,713.066   MT  0.99990851   -0 09 38.2
 EQ1096;SPC NM C     - 1,181,885.82  1,554,173.62   sFT  0.99990851   -0 09 38.2
 EQ1096;UTM  13      - 3,790,762.806   358,617.013   MT  0.99984640   -0 51 51.3
 EQ1096
 EQ1096!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EQ1096!SPC NM C     -   0.99970246  x   0.99990851  =   0.99961100
 EQ1096!UTM  13      -   0.99970246  x   0.99984640  =   0.99954891
 EQ1096
 EQ1096                          SUPERSEDED SURVEY CONTROL
 EQ1096
 EQ1096  NAD 83(1992)-  34 14 54.17741(N)    106 32 07.43633(W) AD(       ) 3
 EQ1096  NGVD 29 (01/22/92) 1916.0    (m)         6286.     (f) VERT ANG       
 EQ1096
 EQ1096.Superseded values are not recommended for survey control.
 EQ1096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ1096.See file dsdata.txt to determine how the superseded data were derived.
 EQ1096
 EQ1096_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT5861790763(NAD 83)
 EQ1096_MARKER: DS = TRIANGULATION STATION DISK
 EQ1096_SETTING: 0 = UNSPECIFIED SETTING
 EQ1096_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EQ1096
 EQ1096  HISTORY     - Date     Condition        Report By
 EQ1096  HISTORY     - 1949     MONUMENTED       USGS
 EQ1096
 EQ1096                          STATION DESCRIPTION
 EQ1096
 EQ1096'DESCRIBED BY US GEOLOGICAL SURVEY 1949
 EQ1096'STATION IS LOCATED ON N. END OF FLAT BROWN TOP MESA IN SEC. 4, T 1 S,
 EQ1096'R 4 E, BY AIRLINE STATION IS APPROXIMATELY 6 MI. W. OF RAYO, 20 MI. S.
 EQ1096'OF BLUE SPRINGS, 21 MI. E. OF SAN ACACIA.
 EQ1096'
 EQ1096'TO REACH FROM JUNCTION OF U.S. HIGHWAY 60 AND STATE ROAD 6, W. OF BLUE
 EQ1096'SPRINGS, GO E. ON HIGHWAY 60 4.1 MI. TO JUNCTION OF DIRT RD. S. AT DEL
 EQ1096'PINON RANCH, TURN RIGHT (S.) AND FOLLOW MAIN TRAVELED RD. 4.1 MI. TO
 EQ1096'Y-RD., TAKE RIGHT (S.) 1.1 MI. TO T-RD. W., CONTINUE STRAIGHT 1.5 MI.
 EQ1096'TO FENCE, CONTINUE STRAIGHT 3.4 MI. TO Y-RD., TAKE RIGHT 0.1 MI. TO
 EQ1096'GATE, CONTINUE SW. ON TRACK RD. 1.0 MI. TO TRAIL FORK, TAKE RIGHT (W.)
 EQ1096'0.75 MI. TO FENCE, CONTINUE STRAIGHT (LEFT FORK) 0.45 MI., TAKE RIGHT
 EQ1096'FORK (W.) 1.05 MI. TO RD. FORK, THENCE LEFT (E.) CROSS COUNTRY
 EQ1096'APPROXIMATELY 800 FT. TO N. END OF BROWN TOP MESA AND STATION SITE.
 EQ1096'
 EQ1096'STATION MARK--STANDARD BRONZE TABLET SET IN ROCK FLUSH WITH GROUND,
 EQ1096'STAMPED---BROWN TOP 1949---.
 EQ1096'
 EQ1096'REFERENCE MARK NO. 1--STANDARD BRONZE TABLET SET IN ROCK ON RIM, 30.8
 EQ1096'FT. NW. OF STATION.
 EQ1096'
 EQ1096'REFERENCE MARK NO. 2--STANDARD BRONZE TABLET SET IN ROCK ON RIM, 57.6
 EQ1096'FT. NE. OF STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0887 ***********************************************************************
 CW0887  DESIGNATION -  BROWNFIELD
 CW0887  PID         -  CW0887
 CW0887  STATE/COUNTY-  NM/OTERO
 CW0887  USGS QUAD   -  VAN WINKLE LAKE (1970)
 CW0887
 CW0887                         *CURRENT SURVEY CONTROL
 CW0887  ___________________________________________________________________
 CW0887* NAD 83(1992)-  32 11 46.80798(N)    105 16 14.77304(W)     ADJUSTED  
 CW0887* NAVD 88     -      1425.     (meters)    4675.     (feet)  SCALED    
 CW0887  ___________________________________________________________________
 CW0887  LAPLACE CORR-          -0.07  (seconds)                    DEFLEC99
 CW0887  GEOID HEIGHT-         -22.29  (meters)                     GEOID03
 CW0887
 CW0887  HORZ ORDER  -  FIRST
 CW0887
 CW0887.The horizontal coordinates were established by classical geodetic methods
 CW0887.and adjusted by the National Geodetic Survey in December 1993..
 CW0887
 CW0887.The orthometric height was scaled from a topographic map.
 CW0887
 CW0887.The Laplace correction was computed from DEFLEC99 derived deflections.
 CW0887
 CW0887.The geoid height was determined by GEOID03.
 CW0887
 CW0887;                    North         East     Units Scale Factor Converg.
 CW0887;SPC NM C     -   133,056.605   592,325.499   MT  1.00000509   +0 31 18.5
 CW0887;SPC NM C     -   436,536.54  1,943,321.24   sFT  1.00000509   +0 31 18.5
 CW0887;UTM  13      - 3,562,230.477   474,478.907   MT  0.99960803   -0 08 39.4
 CW0887
 CW0887!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CW0887!SPC NM C     -   0.99977987  x   1.00000509  =   0.99978496
 CW0887!UTM  13      -   0.99977987  x   0.99960803  =   0.99938799
 CW0887
 CW0887|---------------------------------------------------------------------|
 CW0887| PID    Reference Object                     Distance      Geod. Az  |
 CW0887|                                                           dddmmss.s |
 CW0887| CW0886 T24S R16E SECS 23 24 25 26           90.922 METERS 07027     |
 CW0887| CH8470 BROWNFIELD RM 1                      30.687 METERS 15324     |
 CW0887| CH8469 BROWNFIELD AZ MK                                   3494110.2 |
 CW0887|---------------------------------------------------------------------|
 CW0887
 CW0887                          SUPERSEDED SURVEY CONTROL
 CW0887
 CW0887  NAD 83(1986)-  32 11 46.81103(N)    105 16 14.77271(W) AD(       ) 1
 CW0887  NAD 27      -  32 11 46.41740(N)    105 16 12.89970(W) AD(       ) 1
 CW0887
 CW0887.Superseded values are not recommended for survey control.
 CW0887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0887.See file dsdata.txt to determine how the superseded data were derived.
 CW0887
 CW0887_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDR7447962230(NAD 83)
 CW0887_MARKER: DS = TRIANGULATION STATION DISK
 CW0887_SETTING: 66 = SET IN ROCK OUTCROP
 CW0887
 CW0887  HISTORY     - Date     Condition        Report By
 CW0887  HISTORY     - 1934     MONUMENTED       CGS
 CW0887
 CW0887                          STATION DESCRIPTION
 CW0887
 CW0887'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 CW0887'THE STATION IS 34 MILES NORTHWEST OF THE POST OFFICE AT ABLES,
 CW0887'TEX., 0.35 MILE NORTH OF AN EAST-AND-WEST FENCE AND NEAR THE
 CW0887'SOUTH END OF A LONG, FLAT-TOPPED, BRUSH-COVERED RIDGE.  TO REACH
 CW0887'FROM THE BROWNFIELD RANCH, WHICH IS VERY WELL KNOWN IN THIS
 CW0887'LOCALITY, GO SOUTHEAST 0.7 MILE ON THE MAIN ROAD TOWARD ORANGE,
 CW0887'TURN LEFT ONTO A LESS-TRAVELED ROAD KNOWN AS BOARDWELL
 CW0887'(BOARDMAN) CANYON ROAD AND GO NORTHEAST 1.8 MILES, TURN LEFT AND
 CW0887'GO 0.2 MILE ACROSS COUNTRY TO A SANDY WASH, CROSS THE WASH AND
 CW0887'CONTINUE NORTHWEST 2.8 MILES UP A RIDGE (CROSS FENCE AT
 CW0887'2.45 MILES) AND CONTINUE TO THE STATION.  THERE IS SLIGHTLY
 CW0887'HIGHER GROUND ON THE NORTHERN END OF RIDGE ABOUT 0.5 MILE NORTH
 CW0887'OF THE STATION.  THE STATION, AZIMUTH, AND REFERENCE MARKS ARE
 CW0887'STANDARD DISKS SET IN ROCK.
 CW0887'REFERENCE MARK NO. 1 IS 100.68 FEET FROM STATION S 26 DEG 36 MIN E,
 CW0887'AND NO. 2 IS 26.47 METERS (86.8 FEET) FROM STATION
 CW0887'S 53 DEG 53 MIN W.  THE AZIMUTH MARK IS ON SLIGHTLY
 CW0887'HIGHER GROUND ABOUT 0.3 MILE FROM STATION N 10 DEG 19 MIN W.
 CW0887'T. 24 S., R. 16 E., SEC. 23, SOUTHEAST CORNER
 CW0887'IS 298.3 FEET EAST-BY-NORTH OF THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1596 ***********************************************************************
 CX1596  DESIGNATION -  BRUCE
 CX1596  PID         -  CX1596
 CX1596  STATE/COUNTY-  NM/OTERO
 CX1596  USGS QUAD   -  WHITE SANDS NE (1955)
 CX1596
 CX1596                         *CURRENT SURVEY CONTROL
 CX1596  ___________________________________________________________________
 CX1596* NAD 83(1992)-  32 28 17.56963(N)    106 18 50.82262(W)     ADJUSTED  
 CX1596* NAVD 88     -      1220.42   (+/-2cm)    4004.0    (feet)  VERTCON   
 CX1596  ___________________________________________________________________
 CX1596  LAPLACE CORR-           1.67  (seconds)                    DEFLEC99
 CX1596  GEOID HEIGHT-         -23.61  (meters)                     GEOID03
 CX1596
 CX1596  HORZ ORDER  -  FIRST
 CX1596  VERT ORDER  -  THIRD ? (See Below)
 CX1596
 CX1596.The horizontal coordinates were established by classical geodetic methods
 CX1596.and adjusted by the National Geodetic Survey in December 1993..
 CX1596
 CX1596.The NAVD 88 height was computed by applying the VERTCON shift value to
 CX1596.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CX1596.The vertical order pertains to the NGVD 29 superseded value.
 CX1596
 CX1596.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1596
 CX1596.The geoid height was determined by GEOID03.
 CX1596
 CX1596;                    North         East     Units Scale Factor Converg.
 CX1596;SPC NM C     -   163,153.911   493,973.161   MT  0.99990045   -0 02 03.9
 CX1596;SPC NM C     -   535,280.79  1,620,643.61   sFT  0.99990045   -0 02 03.9
 CX1596;UTM  13      - 3,593,465.479   376,509.428   MT  0.99978805   -0 42 20.2
 CX1596
 CX1596!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1596!SPC NM C     -   0.99981213  x   0.99990045  =   0.99971259
 CX1596!UTM  13      -   0.99981213  x   0.99978805  =   0.99960021
 CX1596
 CX1596:                Primary Azimuth Mark                     Grid Az
 CX1596:SPC NM C     -  RL 88                                    004 23 58.1
 CX1596:UTM  13      -  RL 88                                    005 04 14.4
 CX1596
 CX1596|---------------------------------------------------------------------|
 CX1596| PID    Reference Object                     Distance      Geod. Az  |
 CX1596|                                                           dddmmss.s |
 CX1596| CC7052 RL 88                                              0042154.2 |
 CX1596| CC7055 BRUCE RM 3                           15.925 METERS 01845     |
 CX1596| CX0313 GEORGE                              APPROX. 7.7 KM 0392014.9 |
 CX1596| CC7053 BRUCE RM 1                           12.154 METERS 28634     |
 CX1596| CC7054 BRUCE RM 2                           18.564 METERS 33857     |
 CX1596|---------------------------------------------------------------------|
 CX1596
 CX1596                          SUPERSEDED SURVEY CONTROL
 CX1596
 CX1596  NAD 83(1986)-  32 28 17.57608(N)    106 18 50.82189(W) AD(       ) 1
 CX1596  NAD 27      -  32 28 17.24587(N)    106 18 48.85400(W) AD(       ) 1
 CX1596  NGVD 29 (07/19/86) 1219.83   (m)         4002.1    (f) LEVELING    3  
 CX1596
 CX1596.Superseded values are not recommended for survey control.
 CX1596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1596.See file dsdata.txt to determine how the superseded data were derived.
 CX1596
 CX1596_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR7650993465(NAD 83)
 CX1596_MARKER: DS = TRIANGULATION STATION DISK
 CX1596_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX1596
 CX1596  HISTORY     - Date     Condition        Report By
 CX1596  HISTORY     - 1968     MONUMENTED       CGS
 CX1596
 CX1596                          STATION DESCRIPTION
 CX1596
 CX1596'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JCC)
 CX1596'THE STATION IS LOCATED ABOUT 12.5 MILES EAST NORTHEAST OF WHITE
 CX1596'SANDS MISSILE RANGE HEADQUARTERS AND ABOUT 5.5 MILES NORTH OF WSMR
 CX1596'ROUTE NO. 2 ON A MOUND WITH 7 WHITE ASTRODOMES ON IT.
 CX1596'
 CX1596'TO REACH THE STATION FROM WHITE SANDS MISSILE RANGE HEADQUARTERS
 CX1596'GO EAST ON WSMR ROUTE NO. 2 FOR 2.2 MILES TO A FORK.  TAKE LEFT FORK
 CX1596'AND GO NORTHEAST ON A PAVED ROAD 10.0 MILES TO AN INTERSECTION,
 CX1596'CONTINUE NORTHEAST 0.1 MILE TO THE MOUND AND STATION ON THE LEFT.
 CX1596'
 CX1596'STATION MARK, A STANDARD DISK STAMPED BRUCE 1965, IS SET IN THE TOP
 CX1596'OF A 12 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS ABOUT 0.3
 CX1596'FOOT.  IT IS 54 FEET SOUTHEAST OF THE NORTHEAST CORNER OF A
 CX1596'CONCRETE PAD, 28 FEET NORTHEAST OF THE SOUTHEAST CORNER OF THE PAD
 CX1596'AND 20 FEET EAST OF THE EAST EDGE OF THE CONCRETE PAD.
 CX1596'
 CX1596'RM NO. 1, A STANDARD DISK STAMPED BRUCE NO 1 1965, IS SET IN THE
 CX1596'TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH THE
 CX1596'GROUND.  IT IS 53 FEET SOUTHWEST OF THE NORTHWEST CORNER OF A
 CX1596'CONCRETE PAD, 21 FEET NORTHWEST OF THE SOUTHWEST CORNER OF THE
 CX1596'CONCRETE PAD AND 10 FEET WEST OF THE WEST EDGE OF THE CONCRETE
 CX1596'PAD AND IS ABOUT THE SAME ELEVATION AS THE STATION.
 CX1596'
 CX1596'RM NO. 2, A STANDARD DISK STAMPED BRUCE NO 2 1965, IS SET IN THE
 CX1596'TOP OF A 10 INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH THE
 CX1596'GROUND.  IT IS 67 FEET NORTH OF SOUTHWEST CORNER OF A CONCRETE PAD,
 CX1596'11 FEET WEST SOUTHWEST OF THE NORTHWEST CORNER OF THE CONCRETE PAD
 CX1596'AND 10 FEET WEST OF THE WEST EDGE OF THE PAD AND IS ABOUT THE
 CX1596'SAME ELEVATION AS THE STATION.
 CX1596'
 CX1596'RM NO. 3, A STANDARD DISK STAMPED BRUCE NO 3 1965, IS SET IN THE
 CX1596'TOP OF A 10 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS ABOUT 0.1
 CX1596'FOOT ABOVE THE GROUND.  IT IS 75 FEET NORTHEAST OF THE SOUTHEAST
 CX1596'CORNER OF A CONCRETE PAD AND 19 FEET EAST OF THE NORTHEAST CORNER
 CX1596'OF THE CONCRETE PAD AND IS ABOUT THE SAME ELEVATION AS THE
 CX1596'STATION.
 CX1596'
 CX1596'AZIMUTH MARK, A USE DISK STAMPED RL 88, IS SET IN THE TOP OF A 12
 CX1596'INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 CX1596'224 FEET NORTH OF A POWER POLE WITH 3 TRANSFORMERS, 153 FEET
 CX1596'NORTHWEST OF A POWER POLE, 82 FEET EAST SOUTHEAST OF THE NORTHEAST
 CX1596'CORNER OF A PIT AND IS ABOUT 5 FEET LOWER THAN THE STATION.
 CX1596'
 CX1596'DISTANCE TO MARKS ARE SEA LEVEL DISTANCES.
 CX1596'
 CX1596'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0732 ***********************************************************************
 GM0732  DESIGNATION -  BRUNELLI
 GM0732  PID         -  GM0732
 GM0732  STATE/COUNTY-  NM/COLFAX
 GM0732  USGS QUAD   -  TIN PAN CANYON (1971)
 GM0732
 GM0732                         *CURRENT SURVEY CONTROL
 GM0732  ___________________________________________________________________
 GM0732* NAD 83(1992)-  36 58 49.57417(N)    104 36 23.61439(W)     ADJUSTED  
 GM0732* NAVD 88     -      2455.15   (+/-2cm)    8054.9    (feet)  VERTCON   
 GM0732  ___________________________________________________________________
 GM0732  LAPLACE CORR-          -2.26  (seconds)                    DEFLEC99
 GM0732  GEOID HEIGHT-         -18.22  (meters)                     GEOID03
 GM0732
 GM0732  HORZ ORDER  -  FIRST
 GM0732  VERT ORDER  -  THIRD ? (See Below)
 GM0732
 GM0732.The horizontal coordinates were established by classical geodetic methods
 GM0732.and adjusted by the National Geodetic Survey in December 1993..
 GM0732
 GM0732.The NAVD 88 height was computed by applying the VERTCON shift value to
 GM0732.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GM0732.The vertical order pertains to the NGVD 29 superseded value.
 GM0732
 GM0732.The Laplace correction was computed from DEFLEC99 derived deflections.
 GM0732
 GM0732.The geoid height was determined by GEOID03.
 GM0732
 GM0732;                    North         East     Units Scale Factor Converg.
 GM0732;SPC NM E     -   663,340.211   140,675.634   MT  0.99991638   -0 09 51.7
 GM0732;SPC NM E     - 2,176,308.68    461,533.31   sFT  0.99991638   -0 09 51.7
 GM0732;SPC CO S     -   340,005.046   993,952.029   MT  1.00005552   +0 32 52.9
 GM0732;SPC CO S     - 1,115,499.89  3,260,990.95   sFT  1.00005552   +0 32 52.9
 GM0732;UTM  13      - 4,092,774.537   535,015.827   MT  0.99961510   +0 14 12.0
 GM0732
 GM0732!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GM0732!SPC NM E     -   0.99961771  x   0.99991638  =   0.99953412
 GM0732!SPC CO S     -   0.99961771  x   1.00005552  =   0.99967321
 GM0732!UTM  13      -   0.99961771  x   0.99961510  =   0.99923296
 GM0732
 GM0732:                Primary Azimuth Mark                     Grid Az
 GM0732:SPC NM E     -  BRUNELLI AZ MK                           105 00 23.1
 GM0732:SPC CO S     -  BRUNELLI AZ MK                           104 17 38.5
 GM0732:UTM  13      -  BRUNELLI AZ MK                           104 36 19.4
 GM0732
 GM0732|---------------------------------------------------------------------|
 GM0732| PID    Reference Object                     Distance      Geod. Az  |
 GM0732|                                                           dddmmss.s |
 GM0732| CM8528 BRUNELLI AZ MK                                     1045031.4 |
 GM0732| CM8529 BRUNELLI RM 1                        23.738 METERS 10534     |
 GM0732| CM8530 BRUNELLI RM 2                        10.311 METERS 18437     |
 GM0732|---------------------------------------------------------------------|
 GM0732
 GM0732                          SUPERSEDED SURVEY CONTROL
 GM0732
 GM0732  NAD 83(1992)-  36 58 49.57658(N)    104 36 23.61612(W) AD(       ) 1
 GM0732  NAD 83(1986)-  36 58 49.58180(N)    104 36 23.61278(W) AD(       ) 1
 GM0732  NAD 27      -  36 58 49.49600(N)    104 36 21.65000(W) AD(       ) 1
 GM0732  NGVD 29 (07/19/86) 2454.02   (m)         8051.2    (f) LEVELING    3  
 GM0732
 GM0732.Superseded values are not recommended for survey control.
 GM0732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0732.See file dsdata.txt to determine how the superseded data were derived.
 GM0732
 GM0732_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEA3501692775(NAD 83)
 GM0732_MARKER: DS = TRIANGULATION STATION DISK
 GM0732_SETTING: 80 = SET IN A BOULDER
 GM0732_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 GM0732
 GM0732  HISTORY     - Date     Condition        Report By
 GM0732  HISTORY     - 1945     MONUMENTED       CGS
 GM0732  HISTORY     - 1949     GOOD             CGS
 GM0732  HISTORY     - 1949     GOOD             USGS
 GM0732
 GM0732                          STATION DESCRIPTION
 GM0732
 GM0732'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (CAE)
 GM0732'STATION IS THE HIGHEST POINT IN THE VICINITY, A HILL OR RIDGE
 GM0732'COVERED WITH SCRUB OAK AND LARGE PINE TREES WHICH LIES, BY
 GM0732'APPROXIMATE AIR LINE DISTANCES, 15 MILES SSW OF TRINIDAD,
 GM0732'11 MILES WNW OF RATON, AND 5/8 MILE NW OF THE REEVES RANCH
 GM0732'FORMERLY THE BRUNELLI RANCH.
 GM0732'
 GM0732'TO REACH FROM THE POST OFFICE IN RATON, GO W FOR TWO BLOCKS,
 GM0732'THEN TURN LEFT ON SOUTH FIFTH STREET.  FOLLOW FIFTH STREET S
 GM0732'FOR 2.4 MILES TO A FORK ON THE LEFT.  CONTINUE STRAIGHT AHEAD
 GM0732'ON THE RIGHT FORK AND UP THE CANYON 2.5 MILES TO A COAL MINE
 GM0732'ON THE LEFT, THEN CONTINUE 0.6 MILE TO A ROAD FORKS IN THE
 GM0732'VILLAGE OF BRILLIANT.  KEEP THE LEFT FORK AND GO W UP THE
 GM0732'CANYON 7.0 MILES TO THE SMITH RANCH.  PASS TO THE RIGHT OF THE
 GM0732'BARN AND CONTINUE 0.9 MILE TO THE REEVES RANCH.  CONTINUE 0.1
 GM0732'MILE TO THE AZIMUTH MARK, ABOUT 300 YARDS NNE OF THE ROAD IN
 GM0732'A VERY LARGE BOULDER.  CONTINUE ON MAIN TRACK ROAD FOR 0.6
 GM0732'MILE TO THE TOP OF THE RIDGE WHERE A WAGON ROAD TURNS OFF TO
 GM0732'THE RIGHT.  TURN RIGHT ON WAGON ROAD FOR 90 FEET TO THE
 GM0732'STATION.
 GM0732'
 GM0732'STATION MARK IS A BRONZE STATION DISK SET IN A DRILL HOLE IN A
 GM0732'BOULDER WHICH PROJECTS ABOUT 6 INCHES ABOVE THE GROUND.  IT
 GM0732'IS LOCATED 90 FEET NE OF THE CENTER OF THE TRACK ROAD WHICH
 GM0732'CROSSES OVER THE RIDGE.  DISK IS STAMPED BRUNELLI 1945.
 GM0732'
 GM0732'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A DRILL
 GM0732'HOLE IN OUTCROPPING BEDROCK WHICH PROJECTS ABOUT 1 INCH ABOVE
 GM0732'THE GROUND.  IT IS LOCATED ESE OF THE STATION AND ABOUT 1 FOOT
 GM0732'LOWER.  DISK IS STAMPED BRUNELLI NO 1 1945.
 GM0732'
 GM0732'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A DRILL HOLE
 GM0732'IN A BOULDER WHICH PROJECTS ABOUT 2 INCHES ABOVE THE GROUND.
 GM0732'IT IS LOCATED S OF THE STATION AND ABOUT 1 FOOT LOWER.  DISK
 GM0732'IS STAMPED BRUNELLI NO 2 1945.
 GM0732'
 GM0732'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN A DRILL HOLE IN
 GM0732'A HUGE BOULDER WHICH PROJECTS ABOUT 15 FEET ABOVE THE GROUND.
 GM0732'IT IS LOCATED ESE OF THE STATION, ABOUT 300 YARDS NNE OF THE
 GM0732'ROAD, ABOUT 42 FEET NNE OF A TALL DEAD PINE TREE, AND ABOUT
 GM0732'1/8 MILE NW OF THE REEVES RANCH.  DISK IS STAMPED BRUNELLI 1945.
 GM0732
 GM0732                          STATION RECOVERY (1949)
 GM0732
 GM0732'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (DHK)
 GM0732'THE STATION AND ALL REFERENCE MARKS WERE FOUND AS DESCRIBED
 GM0732'IN GOOD CONDITION.  THE 1949 DATA LISTED BELOW.
 GM0732'
 GM0732'THE STATION IS LOCATED ABOUT 15 MILES AIR LINE SOUTH-SOUTHWEST
 GM0732'OF TRINIDAD, ABOUT 11 MILES AIR LINE WEST-NORTHWEST OF RATON, ON
 GM0732'A HIGH RIDGE OR HILL COVERED WITH SCRUB OAK AND LARGE PINES,
 GM0732'ON THE HIGHEST POINT IN THE VICINITY, AND ABOUT 0.6 MILE NORTHWEST
 GM0732'OF THE REEVES RANCH WHICH WAS FORMERLY THE BRUNELLI RANCH.  THE
 GM0732'STATION IS IN AN OPEN SPOT ON THE HIGHEST POINT OF HILL, 9
 GM0732'PACES SOUTH-SOUTHEAST OF THE CENTER LINE OF ROAD AT A FORK,
 GM0732'9 FEET WEST-SOUTHWEST OF A 4 X 4-INCH WITNESS POST, A BRONZE
 GM0732'DISK SET IN THE TOP OF A SANDSTONE POST, PROJECTS 6 INCHES,
 GM0732'AND IS STAMPED, BRUNELLI 1945.
 GM0732'
 GM0732'REFERENCE MARK NO. 1 IS APPROXIMATELY THE SAME ELEVATION AS
 GM0732'THE STATION, 9 FEET EAST OF A LARGE STUMP, SET FLUSH,
 GM0732'AND IS STAMPED, BRUNELLI NO 1 1945.
 GM0732'
 GM0732'REFERENCE MARK NO. 2 IS APPROXIMATELY 6 INCHES LOWER THAN THE
 GM0732'STATION, 10 PACES SOUTHEAST OF THE CENTER LINE OF SOUTHWEST
 GM0732'FORK OF ROAD, PROJECTS 3 INCHES,
 GM0732'AND IS STAMPED, BRUNELLI NO 2 1945.
 GM0732'
 GM0732'THE AZIMUTH MARK IS LOCATED ABOUT 0.2 MILE NORTHWEST OF THE
 GM0732'REEVES RANCH BUILDINGS, ABOUT 100 YARDS NORTH OF FENCE LINE,
 GM0732'ABOUT 45 FEET NORTH-NORTHEAST OF A DEAD PINE TREE, 1 FOOT NORTH
 GM0732'OF A 4 X 4 WITNESS POST,, PROJECTS ABOUT
 GM0732'15 FEET, AND IS STAMPED, BRUNELLI 1945.
 GM0732'
 GM0732'TO REACH FROM THE POST OFFICE IN RATON, GO WEST FOR 2 BLOCKS
 GM0732'TO 5TH STREET.  TURN LEFT (SOUTH) AND GO 2.0 MILES TO AN IRON
 GM0732'CATTLE GUARD AND T-ROAD.  CONTINUE STRAIGHT AHEAD ALONG MAIN
 GM0732'TRAVELED ROAD FOR 0.4 MILE TO A FORK.  KEEP THE RIGHT FORK, UP
 GM0732'CANYON ALONG RAILROAD, FOR 3.25 MILES TO THE BRILLIANT MINING
 GM0732'CAMP AND END OF RAILROAD.  CONTINUE NORTHWEST UP CANYON FOR
 GM0732'5.6 MILES TO A BROKEN IRON GATE.  PASS THROUGH AND CONTINUE FOR
 GM0732'0.7 MILE TO A FORK, A SMALL WOODEN BRIDGE AND A GATE ACROSS
 GM0732'MAIN TRAVELED ROAD.  LEAVE MAIN TRAVELED ROAD AND TURN RIGHT
 GM0732'(NORTHWEST) UP CANYON ALONG A POWER LINE FOR 1.1 MILES TO A
 GM0732'POINT WHERE POWER LINE TURNS RIGHT.  CONTINUE STRAIGHT
 GM0732'AHEAD FOR 0.4 MILE TO A T-ROAD.  TURN LEFT ON T-ROAD AND GO
 GM0732'100 FEET TO A WIRE GATE.  PASS THROUGH AND CONTINUE FOR 0.7
 GM0732'MILE TO A WIERE GATE.  PASS THROUGH AND CONTINUE ALONG TOP
 GM0732'OF RIDGE FOR 0.2 MILE TO TOP OF RIDGE AT A FORK AND
 GM0732'STATION ON LEFT (EAST) SIDE OF ROAD.  A DRIVE STATION.
 GM0732'
 GM0732'OBSERVATIONS MADE FROM A 6.3 METER TRIPOD.
 GM0732
 GM0732                          STATION RECOVERY (1949)
 GM0732
 GM0732'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1949
 GM0732'STATION MARK--BRONZE DISK SET IN TOP OF A SANDSTONE POST, STAMPED
 GM0732'---BRUNELLI 1945---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1618 ***********************************************************************
 CX1618  DESIGNATION -  BRUNO
 CX1618  PID         -  CX1618
 CX1618  STATE/COUNTY-  NM/OTERO
 CX1618  USGS QUAD   -  WHITE SANDS NE (1955)
 CX1618
 CX1618                         *CURRENT SURVEY CONTROL
 CX1618  ___________________________________________________________________
 CX1618* NAD 83(1992)-  32 29 47.83509(N)    106 20 21.16431(W)     ADJUSTED  
 CX1618* NAVD 88     -      1211.84   (+/-2cm)    3975.8    (feet)  VERTCON   
 CX1618  ___________________________________________________________________
 CX1618  LAPLACE CORR-           0.51  (seconds)                    DEFLEC99
 CX1618  GEOID HEIGHT-         -23.60  (meters)                     GEOID03
 CX1618
 CX1618  HORZ ORDER  -  FIRST
 CX1618  VERT ORDER  -  THIRD ? (See Below)
 CX1618
 CX1618.The horizontal coordinates were established by classical geodetic methods
 CX1618.and adjusted by the National Geodetic Survey in December 1993..
 CX1618
 CX1618.The NAVD 88 height was computed by applying the VERTCON shift value to
 CX1618.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CX1618.The vertical order pertains to the NGVD 29 superseded value.
 CX1618
 CX1618.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1618
 CX1618.The geoid height was determined by GEOID03.
 CX1618
 CX1618;                    North         East     Units Scale Factor Converg.
 CX1618;SPC NM C     -   165,935.889   491,616.640   MT  0.99990087   -0 02 52.5
 CX1618;SPC NM C     -   544,408.00  1,612,912.26   sFT  0.99990087   -0 02 52.5
 CX1618;UTM  13      - 3,596,274.574   374,185.923   MT  0.99979519   -0 43 10.5
 CX1618
 CX1618!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1618!SPC NM C     -   0.99981347  x   0.99990087  =   0.99971436
 CX1618!UTM  13      -   0.99981347  x   0.99979519  =   0.99960870
 CX1618
 CX1618:                Primary Azimuth Mark                     Grid Az
 CX1618:SPC NM C     -  FISK                                     011 46 29.2
 CX1618:UTM  13      -  FISK                                     012 26 47.2
 CX1618
 CX1618|---------------------------------------------------------------------|
 CX1618| PID    Reference Object                     Distance      Geod. Az  |
 CX1618|                                                           dddmmss.s |
 CX1618| CX1497 FISK                                APPROX. 1.9 KM 0114336.7 |
 CX1618| CC7056 BRUNO RM 1                           17.679 METERS 22851     |
 CX1618| CC7057 BRUNO RM 2                           18.572 METERS 32137     |
 CX1618|---------------------------------------------------------------------|
 CX1618
 CX1618                          SUPERSEDED SURVEY CONTROL
 CX1618
 CX1618  NAD 83(1986)-  32 29 47.84144(N)    106 20 21.16382(W) AD(       ) 1
 CX1618  NAD 27      -  32 29 47.51515(N)    106 20 19.19292(W) AD(       ) 1
 CX1618  NGVD 29 (07/19/86) 1211.25   (m)         3973.9    (f) LEVELING    3  
 CX1618
 CX1618.Superseded values are not recommended for survey control.
 CX1618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1618.See file dsdata.txt to determine how the superseded data were derived.
 CX1618
 CX1618_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR7418696275(NAD 83)
 CX1618_MARKER: DS = TRIANGULATION STATION DISK
 CX1618_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX1618
 CX1618  HISTORY     - Date     Condition        Report By
 CX1618  HISTORY     - 1967     MONUMENTED       CGS
 CX1618  HISTORY     - 1968     GOOD             CGS
 CX1618
 CX1618                          STATION DESCRIPTION
 CX1618
 CX1618'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (JBJ)
 CX1618'THE STATION IS ABOUT 11-1/2 MILES NORTHEAST OF THE MISSILE RANGE
 CX1618'HEADQUARTERS, 2-1/2 MILES SOUTHEAST OF U.S. HIGHWAY 70, ON THE CREST
 CX1618'OF A SMALL RIDGE.
 CX1618'
 CX1618'TO REACH THE STATION FROM THE HEADQUARTERS BUILDING AT THE WHITE
 CX1618'SANDS MISSILE RANGE, GO NORTH ON HEADQUARTERS AVENUE, PASSING THROUGH
 CX1618'CHECK POINT, FOR 4.0 MILES TO U.S. HIGHWAY 70.  TURN RIGHT AND GO
 CX1618'NORTHEAST ON HIGHWAY 70 FOR 4.25 MILES TO ROUTE 7 ON THE LEFT,
 CX1618'CONTINUE NORTHEAST ON HIGHWAY 70 FOR 5.1 MILES TO A SIDE
 CX1618'ROAD ON THE RIGHT AT SIGNS LACROSSE FIELD STATION LASS STATION
 CX1618'G-150.  TURN RIGHT, PASSING THROUGH A GATE AND GO EAST ON
 CX1618'GRAVELED ROAD FOR 1.1 MILES TO WHERE THE MAIN ROAD CURVES TO THE
 CX1618'LEFT AND A TRACK ROAD ON THE RIGHT, TURN RIGHT AND GO SOUTHEAST
 CX1618'ON TRACK ROAD FOR 0.7 MILE TO TRIANGULATION STATION FISK ON THE
 CX1618'RIGHT.  CONTINUE SOUTHEAST AND SOUTH ON DIM TRACK ROAD FOR 1.2 MILES
 CX1618'TO TOP OF SMALL RIDGE AND THE STATION.
 CX1618'
 CX1618'STATION MARK IS A STANDARD DISK, SET BY THE WHITE SANDS PROVING
 CX1618'GROUNDS, STAMPED BRUNO 1965, SET IN THE TOP OF A 12 INCH SQUARE
 CX1618'CONCRETE POST, THAT PROJECTS 1 INCH ABOVE THE GROUND.  IT IS 4.8
 CX1618'FEET SOUTHEAST OF A WITNESS POST.
 CX1618'
 CX1618'REFERENCE MARK 1 IS A STANDARD AZIMUTH MARK DISK, STAMPED BRUNO NO
 CX1618'1 1965, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST, THAT
 CX1618'PROJECTS 1 INCH ABOVE THE GROUND.  IT IS 58.0 FEET SOUTHWEST OF THE
 CX1618'WITNESS POST AND ABOUT THE SAME IN ELEVATION AS THE STATION.
 CX1618'
 CX1618'REFERENCE MARK 2 IS A STANDARD AZIMUTH MARK DISK, STAMPED BRUNO
 CX1618'NO 2 1965, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST, THAT
 CX1618'PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS 56.1 FEET NORTHWEST OF
 CX1618'THE WITNESS POST AND ABOUT THE SAME IN ELEVATION AS THE STATION.
 CX1618'
 CX1618'TRIANGULATION STATION FISK WILL SERVE FOR AN AZIMUTH MARK.
 CX1618'
 CX1618'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 CX1618
 CX1618                          STATION RECOVERY (1968)
 CX1618
 CX1618'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JCC)
 CX1618'THE STATION IS LOCATED ABOUT 7.3 MILES NORTH OF WSMR ROUTE NO. 2 AND
 CX1618'AND ABOUT 2.5 MILES EAST OF U.S. HIGHWAY 70 ON A LOW RIDGE RUNNING
 CX1618'NORTH AND SOUTH.
 CX1618'
 CX1618'TO REACH THE STATION FROM WHITE SANDS MISSILE RANGE HEADQUARTERS GO
 CX1618'EAST ON WSMR ROUTE NO. 2 FOR 2.2 MILES TO A FORK.  TAKE LEFT FORK
 CX1618'AND GO NORTHEAST ON PAVED ROAD 10 MILES TO A CROSSROAD. CONTINUE
 CX1618'NORTHEAST ON A GRAVELED ROAD 0.4 MILE TO A GRAVELED ROAD LEFT.  TURN
 CX1618'LEFT AND GO IN A NORTHWESTERLY DIRECTION ON A GRAVELED ROAD 1.9
 CX1618'MILES TO A FORK AND DIRT ROAD.  TURN LEFT AND GO SOUTHWEST 0.45
 CX1618'MILE TO TRACK CROSSROAD.  TURN RIGHT AND GO IN A NORTHERLY
 CX1618'DIRECTION FOR 0.7 MILE TO THE SMALL RIDGE AND STATION.
 CX1618'
 CX1618'STATION MARK, A STANDARD DISK STAMPED BRUNO 1965, IS SET IN THE TOP
 CX1618'OF A 12 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS ABOUT 0.3 FOOT
 CX1618'ABOVE THE GROUND.  IT IS 110 FEET NORTHEAST OF A 5 FOOT HIGH
 CX1618'WITNESS POST AND 4.5 FEET SOUTHEAST OF A METAL WITNESS SIGN.
 CX1618'
 CX1618'RM NO. 1, A STANDARD DISK STAMPED BRUNO NO 1 1965, IS SET IN THE TOP
 CX1618'OF A 12 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS ABOUT
 CX1618'6 INCHES ABOVE THE GROUND.  IT IS LOCATED ON THE TOP OF THE WESTERN
 CX1618'SLOPE OF THE RIDGE AND IS ABOUT THE SAME ELEVATION AS THE STATION.
 CX1618'
 CX1618'RM NO. 2 A STANDARD DISK STAMPED BRUNO NO 2 1965, SET IN THE TOP OF A
 CX1618'12 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS ABOUT 3 INCHES ABOVE
 CX1618'THE GROUND.  IT IS ABOUT THE SAME ELEVATION AS THE STATION.
 CX1618'
 CX1618'HEIGHT OF LIGHT ABOVE THE STATION MARK 7.6 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0721 ***********************************************************************
 EQ0721  DESIGNATION -  BRUSH
 EQ0721  PID         -  EQ0721
 EQ0721  STATE/COUNTY-  NM/SOCORRO
 EQ0721  USGS QUAD   -  TURKEY RIDGE SW (1972)
 EQ0721
 EQ0721                         *CURRENT SURVEY CONTROL
 EQ0721  ___________________________________________________________________
 EQ0721* NAD 83(1992)-  34 04 37.23914(N)    106 14 31.94215(W)     ADJUSTED  
 EQ0721* NAVD 88     -      2015.7    (meters)    6613.     (feet)  VERTCON   
 EQ0721  ___________________________________________________________________
 EQ0721  LAPLACE CORR-           3.67  (seconds)                    DEFLEC99
 EQ0721  GEOID HEIGHT-         -20.65  (meters)                     GEOID03
 EQ0721
 EQ0721  HORZ ORDER  -  FIRST
 EQ0721
 EQ0721.The horizontal coordinates were established by classical geodetic methods
 EQ0721.and adjusted by the National Geodetic Survey in December 1993..
 EQ0721
 EQ0721.The NAVD 88 height was computed by applying the VERTCON shift value to
 EQ0721.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EQ0721
 EQ0721.The Laplace correction was computed from DEFLEC99 derived deflections.
 EQ0721
 EQ0721.The geoid height was determined by GEOID03.
 EQ0721
 EQ0721;                    North         East     Units Scale Factor Converg.
 EQ0721;SPC NM C     -   341,195.306   500,719.311   MT  0.99990001   +0 00 15.7
 EQ0721;SPC NM C     - 1,119,404.93  1,642,776.61   sFT  0.99990001   +0 00 15.7
 EQ0721;UTM  13      - 3,771,391.067   385,385.211   MT  0.99976193   -0 41 45.9
 EQ0721
 EQ0721!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EQ0721!SPC NM C     -   0.99968691  x   0.99990001  =   0.99958695
 EQ0721!UTM  13      -   0.99968691  x   0.99976193  =   0.99944891
 EQ0721
 EQ0721|---------------------------------------------------------------------|
 EQ0721| PID    Reference Object                     Distance      Geod. Az  |
 EQ0721|                                                           dddmmss.s |
 EQ0721| CD1695 BRUSH RM 1                            5.265 METERS 10146     |
 EQ0721| CD1696 BRUSH RM 2                            8.595 METERS 16959     |
 EQ0721| CD1694 BRUSH AZ MK                                        1753402.8 |
 EQ0721|---------------------------------------------------------------------|
 EQ0721
 EQ0721                          SUPERSEDED SURVEY CONTROL
 EQ0721
 EQ0721  NAD 83(1986)-  34 04 37.24609(N)    106 14 31.94394(W) AD(       ) 1
 EQ0721  NAD 27      -  34 04 37.00200(N)    106 14 29.94140(W) AD(       ) 1
 EQ0721  NGVD 29 (07/19/86) 2014.9    (m)         6611.     (f) VERT ANG       
 EQ0721
 EQ0721.Superseded values are not recommended for survey control.
 EQ0721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0721.See file dsdata.txt to determine how the superseded data were derived.
 EQ0721
 EQ0721_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT8538571391(NAD 83)
 EQ0721_MARKER: DS = TRIANGULATION STATION DISK
 EQ0721_SETTING: 0 = UNSPECIFIED SETTING
 EQ0721
 EQ0721  HISTORY     - Date     Condition        Report By
 EQ0721  HISTORY     - 1952     MONUMENTED       CGS
 EQ0721  HISTORY     - 1964     GOOD             CGS
 EQ0721  HISTORY     - 1972     GOOD             USGS
 EQ0721  HISTORY     - 1975     GOOD             NGS
 EQ0721
 EQ0721                          STATION DESCRIPTION
 EQ0721
 EQ0721'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RLE)
 EQ0721'THE STATION IS LOCATED ON THE HIGHEST POINT AND 20 FEET EAST
 EQ0721'OF THE WEST EDGE OF BRUSH MOUNTAIN.  IT IS A STANDARD STATION
 EQ0721'MARK DISK WELDED ON THE TOP OF A 2.5 INCH IRON PIPE WHICH
 EQ0721'IS SET IN CONCRETE.  IT IS STAMPED BRUSH 1952 AND 5 INCHES.
 EQ0721'
 EQ0721'REFERENCE MARK NO. 1 IS ABOUT 1 FOOT LOWER THAN THE STATION.
 EQ0721'IT IS STAMPED BRUSH NO 1 1952.
 EQ0721'
 EQ0721'REFERENCE MARK NO. 2 IS ABOUT 2 FEET LOWER THAN THE STATION.
 EQ0721'IT IS STAMPED BRUSH NO 2 1952.
 EQ0721'
 EQ0721'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK NO.
 EQ0721'2 IS 27.0 FEET.
 EQ0721'
 EQ0721'THE AZIMUTH MARK IS LOCATED 21 FEET EAST OF THE CENTER OF A
 EQ0721'TRACK ROAD AND 8 FEET EAST OF A WITNESS POST.  IT IS STAMPED
 EQ0721'BRUSH 1952.
 EQ0721'
 EQ0721'TO REACH THE STATION FROM THE POST OFFICE IN CLAUNCH, GO WEST
 EQ0721'ON STATE HIGHWAY 161 FOR 6.7 MILES TO A T ROAD INTERSECTION.
 EQ0721'TURN LEFT AND GO SOUTH ON A DIRT ROAD FOR 2.8 MILES TO A RANCH
 EQ0721'ROAD RIGHT, TURN RIGHT AND GO WEST FOR 0.2 MILE TO A GATE.
 EQ0721'PASS THROUGH THE GATE, THEN TURN RIGHT AND GO ABOUT 100 YARDS
 EQ0721'TO A STEEL GATE IN THE NORTH SIDE OF THE LOT FENCE.  PASS
 EQ0721'THROUGH THE GATE AND GO NORTHWEST AND WEST ON A TRACK ROAD FOR
 EQ0721'0.3 MILE TO A GATE, PASS THROUGH THE GATE AND GO WEST AND
 EQ0721'SOUTHWEST FOR 1.4 MILE TO A GATE.  PASS THROUGH THE GATE AND
 EQ0721'CONTINUE WESTERLY FOR 1.6 MILE TO A GATE JUST EAST OF A
 EQ0721'RANCH HOUSE, PASS THROUGH THE GATE AND GO WEST ALONG THE NORTH
 EQ0721'SIDE OF THE HOUSE TO A GATE.  PASS THROUGH THE GATE, THEN TURN
 EQ0721'LEFT AND GO SOUTH AND SOUTHWEST ON A TRACK ROAD FOR 2.8 MILES
 EQ0721'TO A FORK WITH A SIGN, LINE TANK 1/4 MILE.  TAKE THE LEFT
 EQ0721'FORK AND CONTINUE WESTERLY FOR 0.4 MILE TO A GATE, PASS
 EQ0721'THROUGH THE GATE THEN BEAR TO THE LEFT AND GO SOUTHWEST FOR
 EQ0721'1.0 MILE TO A DIM TRACK ROAD RIGHT, (CONTINUE ON TRACK ROAD
 EQ0721'0.8 MILE TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED).
 EQ0721'TURN RIGHT AND GO NORTHERLY FOR ABOUT 0.8 MILE TO THE TOP OF
 EQ0721'THE HILL AND THE STATION AS DESCRIBED.  A 4-WHEEL DRIVE
 EQ0721'TRUCK IS NEEDED TO GO THE LAST 0.8 MILE.
 EQ0721
 EQ0721                          STATION RECOVERY (1964)
 EQ0721
 EQ0721'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (FHB)
 EQ0721'ALL MARKS RECOVERED AS DESCRIBED IN GOOD CONDITION.  THE
 EQ0721'DESCRIPTION TO REACH THE STATION IS CORRECT AND ADEQUATE.
 EQ0721'
 EQ0721'ASTRO PARTY 330-363 VISITED THIS STATION.
 EQ0721
 EQ0721                          STATION RECOVERY (1972)
 EQ0721
 EQ0721'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972 (RDS)
 EQ0721'THE STATION IS LOCATED DUE SOUTH ABOUT 31 MILES FROM MOUNTAINAIR,
 EQ0721'NEW MEXICO, NEAR CENTER OF SECTION 5, TOWNSHIP 3 SOUTH, RANGE
 EQ0721'7 EAST, ON THE MONTE PRIETO RANCH, ON THE WEST END AND HIGHEST
 EQ0721'POINT OF WHAT IS KNOWN AS BRUSH MOUNTAIN.
 EQ0721'
 EQ0721'TO REACH FROM THE POST OFFICE IN MOUNTAINAIR, NEW MEXICO, GO
 EQ0721'EAST ON U.S. HIGHWAY 60, 0.1 MILE TO JUNCTION WITH STATE
 EQ0721'HIGHWAY 14.  TURN RIGHT (SOUTH) AND FOLLOW STATE HIGHWAY 14,
 EQ0721'25.4 MILES TO ENTRANCE TO GRAN QUIVIRA NATIONAL MONUMENT,
 EQ0721'CONTINUE SOUTH ON PAVEMENT 0.35 MILE TO WHERE PAVEMENT TURNS
 EQ0721'LEFT.  CONTINUE SOUTH ON GRADED DIRT ROAD 11.4 MILES TO ROAD
 EQ0721'WEST TO MONTE PRIETO RANCH HEADQUARTERS, TURN RIGHT (WEST) 0.2
 EQ0721'MILE TO RANCH BUILDINGS AND GATE NORTHEAST OF RANCH HOUSE.
 EQ0721'PASS THROUGH GATE AND GO NORTHWEST 0.1 MILE TO ROAD FORKS,
 EQ0721'TAKE LEFT FORK AND GO WEST 3.4 MILES TO GATE NORTH OF WINDMILL
 EQ0721'AND CORRAL, PASS THROUGH GATE AND GO SOUTHWEST 3.4 MILES TO
 EQ0721'ROAD FORKS.  TAKE LEFT FORK WEST 0.2 MILE TO WINDMILL AND
 EQ0721'GATE JUST WEST OF WINDMILL, PASS THROUGH GATE AND FOLLOW
 EQ0721'TRACK ROAD SOUTH AND SOUTHWEST 1.1 MILES TO SOUTH EDGE OF
 EQ0721'BRUSH MOUNTAIN, LEAVE TRUCK AND PACK NORTHWEST 0.5 MILE
 EQ0721'(20-MINUTE PACK) TO TOP OF HILL AND STATION.
 EQ0721'
 EQ0721'STATION MARK IS A USC AND GS STANDARD DISK WELDED TO THE TOP
 EQ0721'OF A 2-1/2 INCH IRON PIPE SET IN CONCRETE AND PROJECTING 0.5
 EQ0721'FOOT.
 EQ0721'
 EQ0721'REFERENCE MARKS ARE USC AND GS STANDARD DISKS SET IN DRILL HOLES
 EQ0721'IN BEDROCK ABOUT FLUSH WITH GROUND.
 EQ0721'
 EQ0721'STATION MARK--TABLET STAMPED BRUSH 1952.
 EQ0721'
 EQ0721'REFERENCE MARK NO. 1--TABLET STAMPED BRUSH NO. 1 1952.
 EQ0721'
 EQ0721'REFERENCE MARK NO. 2--TABLET STAMPED BRUSH NO. 2 1952.
 EQ0721'
 EQ0721'STATION HARLESS 1952 IS VISIBLE FROM THE GROUND TO SERVE AS
 EQ0721'AZIMUTH MARK.
 EQ0721'
 EQ0721'ALL OBSERVATIONS MADE FROM A STANDARD TRIPOD.
 EQ0721
 EQ0721                          STATION RECOVERY (1975)
 EQ0721
 EQ0721'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (JRS)
 EQ0721'THE STATION MARK, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK
 EQ0721'WERE RECOVERED IN GOOD CONDITION.  THE DIRECTION TO THE AZIMUTH
 EQ0721'MARK CHECKED WITH PREVIOUS DATA AS DID THE DIRECTION TO REFERENCE
 EQ0721'MARK 2, HOWEVER A DIFFERENCE OF 9 DEGREES, 59 MINUTES, 15 SECONDS
 EQ0721'WAS NOTED IN THE DIRECTION TO REFERENCE MARK 1.  THE DISTANCE
 EQ0721'TO REFERENCE MARK 1 CHECKED PREVIOUS DATA BUT A DIFFERENCE OF
 EQ0721'0.04 FOOT OR 0.055 METER SHORTER WAS NOTED TO REFERENCE MARK
 EQ0721'2.  FOLLOWING IS A NEW DESCRIPTION.
 EQ0721'
 EQ0721'THE STATION IS ABOUT 7 MILES WEST OF THE MONTE PRIETO RANCH
 EQ0721'HEADQUARTERS, 14-1/2 MILES WEST-SOUTHWEST OF CLAUNCH, 15 MILES
 EQ0721'SOUTHWEST OF THE GRAN QUIVIRA NATIONAL MONUMENT AND ON THE
 EQ0721'WEST END OF BRUSH MOUNTAIN.  THE PROPERTY IS OWNED BY THE MONTE
 EQ0721'PRIETO RANCH, PERMISSION GIVEN BY MR. DENNIS BRADFORD.
 EQ0721'
 EQ0721'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 10,
 EQ0721'14 AND 41 IN CLAUNCH, GO WEST ON HIGHWAY 41, A GRAVELED ROAD, FOR
 EQ0721'7.0 MILES TO A T-ROAD.  TURN LEFT AND GO SOUTH ON A GRAVELED ROAD
 EQ0721'FOR 2.95 MILES TO A SIDE ROAD RIGHT WHICH LEADS TO THE MONTE
 EQ0721'PRIETO RANCH.  TURN RIGHT AND GO WEST FOR 0.2 MILE TO THE RANCH
 EQ0721'HEADQUARTERS.  TURN RIGHT AND GO NORTH FOR ABOUT 100 FEET TO
 EQ0721'A GATE.  PASS THROUGH THE GATE AND GO NORTHWEST ON A TRACK
 EQ0721'ROAD FOR 0.05 MILE TO A FORK, KEEP RIGHT FOR 100 YARDS TO
 EQ0721'ANOTHER FORK.  KEEP LEFT AND GO WEST FOR 0.25 MILE TO A GATE.
 EQ0721'PASS THROUGH THE GATE AND CONTINUE WEST ON A BLADED ROAD
 EQ0721'FOR 3.2 MILES TO A GATE.  PASS THROUGH THE GATE AND
 EQ0721'CONTINUE WEST, PASSING TO THE NORTH OF AN ABANDONED HOUSE
 EQ0721'FOR 0.1 MILE TO A GATE.  PASS THROUGH THE GATE, BEAR LEFT
 EQ0721'AND GO SOUTHWEST AND WEST ON A BLADED ROAD FOR 2.95 MILES TO A
 EQ0721'FORK.  KEEP LEFT AND CONTINUE WEST FOR 0.45 MILE TO A
 EQ0721'FORK, KEEP LEFT AND CONTINUE WEST FOR 0.05 MILE TO A GATE.
 EQ0721'PASS THROUGH THE GATE AND GO WEST-SOUTHWEST FOR 0.15 MILE
 EQ0721'TO A GATE JUST WEST OF A WINDMILL.  PASS THROUGH THE GATE AND
 EQ0721'GO SOUTH AND SOUTHWEST ON A TRACK ROAD FOR 0.65 MILE TO A
 EQ0721'DIM TRACK ROAD ON THE RIGHT.  (TO REACH THE AZIMUTH MARK FROM
 EQ0721'THIS POINT, CONTINUE SOUTHWEST FOR 0.8 MILE TO THE MARK ON
 EQ0721'THE LEFT AT THE CREST OF A LOW RIDGE.) TURN RIGHT AND GO
 EQ0721'NORTH, THEN WEST ALONG A RIDGE FOR 0.7 MILE TO THE NORTHWEST
 EQ0721'END OF BRUSH MOUNTAIN AND THE STATION.
 EQ0721'
 EQ0721'THE STATION MARK IS A STANDARD DISK, STAMPED BRUSH 1952, WELDED
 EQ0721'TO THE TOP OF A 2-INCH PIPE THAT PROJECTS 6 INCHES ABOVE THE
 EQ0721'GROUND.  THERE WERE NO LOCAL OBJECTS TO REFERENCE FROM.
 EQ0721'
 EQ0721'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BRUSH NO 1 1952,
 EQ0721'CEMENTED IN A DRILL HOLE IN ROCK OUTCROP THAT PROJECTS 1 INCH
 EQ0721'ABOVE THE GROUND SURFACE.  IT IS ABOUT 1 FOOT LOWER THAN THE
 EQ0721'STATION.
 EQ0721'
 EQ0721'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BRUSH NO 2 1952,
 EQ0721'CEMENTED IN A DRILL HOLE IN ROCK OUTCROP THAT IS FLUSH WITH
 EQ0721'THE GROUND.  IT IS ABOUT 2 FEET LOWER THAN THE STATION.
 EQ0721'
 EQ0721'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED BRUSH 1952, CEMENTED
 EQ0721'IN A DRILL HOLE IN ROCK OUTCROP THAT IS FLUSH WITH THE GROUND.
 EQ0721'IT IS 20.0 FEET EAST OF THE APPROXIMATE CENTER OF THE TRACK ROAD.
 EQ0721'
 EQ0721'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 EQ0721'
 EQ0721'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--14-1/2 MILES
 EQ0721'WEST-SOUTHWEST OF CLAUNCH
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY1084 ***********************************************************************
 CY1084  DESIGNATION -  BRUSHY
 CY1084  PID         -  CY1084
 CY1084  STATE/COUNTY-  NM/GRANT
 CY1084  USGS QUAD   -  CROOKSON PEAK (1990)
 CY1084
 CY1084                         *CURRENT SURVEY CONTROL
 CY1084  ___________________________________________________________________
 CY1084* NAD 83(1992)-  32 59 20.15947(N)    108 57 39.39418(W)     ADJUSTED  
 CY1084* NAVD 88     -      2326.4    (meters)    7633.     (feet)  VERTCON   
 CY1084  ___________________________________________________________________
 CY1084  LAPLACE CORR-           4.18  (seconds)                    DEFLEC99
 CY1084  GEOID HEIGHT-         -24.70  (meters)                     GEOID03
 CY1084
 CY1084  HORZ ORDER  -  THIRD
 CY1084
 CY1084.The horizontal coordinates were established by classical geodetic methods
 CY1084.and adjusted by the National Geodetic Survey in December 1993..
 CY1084
 CY1084.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY1084.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY1084
 CY1084.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY1084
 CY1084.The geoid height was determined by GEOID03.
 CY1084
 CY1084;                    North         East     Units Scale Factor Converg.
 CY1084;SPC NM W     -   221,092.663   724,614.105   MT  1.00005356   -0 36 50.5
 CY1084;SPC NM W     -   725,368.18  2,377,338.11   sFT  1.00005356   -0 36 50.5
 CY1084;UTM  12      - 3,651,906.408   690,520.503   MT  1.00004757   +1 06 38.0
 CY1084
 CY1084!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY1084!SPC NM W     -   0.99963877  x   1.00005356  =   0.99969231
 CY1084!UTM  12      -   0.99963877  x   1.00004757  =   0.99968632
 CY1084
 CY1084:                Primary Azimuth Mark                     Grid Az
 CY1084:SPC NM W     -  APPLEGATE                                124 13 11.3
 CY1084:UTM  12      -  APPLEGATE                                122 29 42.8
 CY1084
 CY1084|---------------------------------------------------------------------|
 CY1084| PID    Reference Object                     Distance      Geod. Az  |
 CY1084|                                                           dddmmss.s |
 CY1084| CY1081 APPLEGATE                           APPROX.11.8 KM 1233620.8 |
 CY1084|---------------------------------------------------------------------|
 CY1084
 CY1084                          SUPERSEDED SURVEY CONTROL
 CY1084
 CY1084  NAD 83(1992)-  32 59 20.15999(N)    108 57 39.39397(W) AD(       ) 3
 CY1084  NAD 83(1986)-  32 59 20.15634(N)    108 57 39.39427(W) AD(       ) 3
 CY1084  NAD 27      -  32 59 19.92456(N)    108 57 37.16858(W) AD(       ) 3
 CY1084  NGVD 29 (07/19/86) 2325.4    (m)         7629.     (f) VERT ANG       
 CY1084
 CY1084.Superseded values are not recommended for survey control.
 CY1084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1084.See file dsdata.txt to determine how the superseded data were derived.
 CY1084
 CY1084_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB9052151906(NAD 83)
 CY1084_MARKER: DD = SURVEY DISK
 CY1084_SETTING: 66 = SET IN ROCK OUTCROP
 CY1084_SP_SET: SET IN BEDROCK
 CY1084_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CY1084+STABILITY: POSITION/ELEVATION WELL
 CY1084
 CY1084  HISTORY     - Date     Condition        Report By
 CY1084  HISTORY     - 1957     MONUMENTED       USGS
 CY1084
 CY1084                          STATION DESCRIPTION
 CY1084
 CY1084'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 CY1084'STATION IS LOCATED ABOUT 10 MI. (AIRLINE) S. OF MULE CREEK, NEW
 CY1084'MEXICO, ON THE HIGHEST POINT OF BRUSHY MOUNTAIN.
 CY1084'
 CY1084'TO REACH FROM THE MULE CREEK POST OFFICE, GO S. ON THE LEFT HAND RD.
 CY1084'FOR 2.2 MI. TO FORKS, TAKE LEFT FORK AND GO 0.2 MI. TO FORKS, TAKE
 CY1084'RIGHT FORK AND GO 6.6 MI. TO FORKS, TAKE RIGHT FORK AND GO 0.7 MI.
 CY1084'TO FORKS, TAKE LEFT FORK AND GO 2.6 MI. TO TRACK RD. E. AT TOP OF
 CY1084'DIVIDE, GO LEFT (NE.) ON TRACK RD. FOR 0.7 MI. TO END OF TRUCK
 CY1084'TRAVEL, PACK NE. FOR 45 MINUTES TO TOP OF MOUNTAIN AND STATION.
 CY1084'
 CY1084'STATION MARK--STANDARD TABLET, STAMPED ---BRUSHY 1957---, AND SET
 CY1084'IN BEDROCK.
 CY1084'
 CY1084'REFERENCE MARK NO. 1--STANDARD REFERENCE TABLET, STAMPED ---BRUSHY
 CY1084'NO. 1 1957---, SET IN BEDROCK 24.70 FT. FROM THE STATION MARK,
 CY1084'N 85 DEG 37 MIN W.
 CY1084'
 CY1084'REFERENCE MARK NO. 2--STANDARD REFERENCE TABLET, STAMPED ---BRUSHY
 CY1084'NO. 2 1957---, SET IN BEDROCK 25.55 FT. FROM THE STATION MARK,
 CY1084'N 18 DEG 20 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0699 ***********************************************************************
 DT0699  DESIGNATION -  BRUSHY
 DT0699  PID         -  DT0699
 DT0699  STATE/COUNTY-  NM/CATRON
 DT0699  USGS QUAD   -  GLENWOOD (1965)
 DT0699
 DT0699                         *CURRENT SURVEY CONTROL
 DT0699  ___________________________________________________________________
 DT0699* NAD 83(1992)-  33 18 14.62965(N)    108 56 01.12501(W)     ADJUSTED  
 DT0699* NAVD 88     -      2257.9    (meters)    7408.     (feet)  VERTCON   
 DT0699  ___________________________________________________________________
 DT0699  LAPLACE CORR-          -0.28  (seconds)                    DEFLEC99
 DT0699  GEOID HEIGHT-         -24.19  (meters)                     GEOID03
 DT0699
 DT0699  HORZ ORDER  -  SECOND
 DT0699
 DT0699.The horizontal coordinates were established by classical geodetic methods
 DT0699.and adjusted by the National Geodetic Survey in December 1993..
 DT0699
 DT0699.The NAVD 88 height was computed by applying the VERTCON shift value to
 DT0699.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DT0699
 DT0699.The Laplace correction was computed from DEFLEC99 derived deflections.
 DT0699
 DT0699.The geoid height was determined by GEOID03.
 DT0699
 DT0699;                    North         East     Units Scale Factor Converg.
 DT0699;SPC NM W     -   256,015.562   727,532.434   MT  1.00004608   -0 36 15.2
 DT0699;SPC NM W     -   839,944.39  2,386,912.66   sFT  1.00004608   -0 36 15.2
 DT0699;SPC AZ E     -   256,149.495   328,184.953   MT  1.00006251   +0 40 37.6
 DT0699;SPC AZ E     -   840,385.48  1,076,722.29   iFT  1.00006251   +0 40 37.6
 DT0699;UTM  12      - 3,686,901.628   692,382.056   MT  1.00005633   +1 08 05.8
 DT0699
 DT0699!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DT0699!SPC NM W     -   0.99964944  x   1.00004608  =   0.99969550
 DT0699!SPC AZ E     -   0.99964944  x   1.00006251  =   0.99971192
 DT0699!UTM  12      -   0.99964944  x   1.00005633  =   0.99970575
 DT0699
 DT0699|---------------------------------------------------------------------|
 DT0699| PID    Reference Object                     Distance      Geod. Az  |
 DT0699|                                                           dddmmss.s |
 DT0699| DT0698 GLENWOOD RADIO MAST                   9.709 METERS 03401     |
 DT0699| CD1698 BRUSHY MTN RM 1                       8.121 METERS 09750     |
 DT0699| CD1697 BRUSHY MTN AZ MK                                   1652346.6 |
 DT0699| DT0697 GLENWOOD ST POLICE STA MAST          12.959 METERS 22859     |
 DT0699| CD1699 BRUSHY MTN RM 2                      10.121 METERS 28749     |
 DT0699|---------------------------------------------------------------------|
 DT0699
 DT0699                          SUPERSEDED SURVEY CONTROL
 DT0699
 DT0699  NAD 83(1992)-  33 18 14.62974(N)    108 56 01.12488(W) AD(       ) 2
 DT0699  NAD 83(1986)-  33 18 14.62823(N)    108 56 01.12473(W) AD(       ) 2
 DT0699  NAD 27      -  33 18 14.39985(N)    108 55 58.89603(W) AD(       ) 2
 DT0699  NGVD 29 (07/19/86) 2257.0    (m)         7405.     (f) VERT ANG       
 DT0699
 DT0699.Superseded values are not recommended for survey control.
 DT0699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0699.See file dsdata.txt to determine how the superseded data were derived.
 DT0699
 DT0699_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB9238286902(NAD 83)
 DT0699_MARKER: DD = SURVEY DISK
 DT0699_SETTING: 80 = SET IN A BOULDER
 DT0699_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 DT0699
 DT0699  HISTORY     - Date     Condition        Report By
 DT0699  HISTORY     - 1965     MONUMENTED       USGS
 DT0699  HISTORY     - 1966     GOOD             USGS
 DT0699  HISTORY     - 1968     GOOD             USE
 DT0699  HISTORY     - 1968     GOOD             NGS
 DT0699
 DT0699                          STATION DESCRIPTION
 DT0699
 DT0699'DESCRIBED BY US GEOLOGICAL SURVEY 1966 (JWC)
 DT0699'THE STATION IS ABOUT 6-1/4 MILES EAST OF THE NEW MEXICO - ARIZONA
 DT0699'STATE LINE AND 3-1/2 MILES WEST-SOUTHWEST OF GLENWOOD, ON THE
 DT0699'HIGHEST POINT OF BRUSHY MOUNTAIN AND ON PROPERTY OWNED BY MR.
 DT0699'KENNETH HOLLIMON.
 DT0699'
 DT0699'TO REACH THE STATION FROM THE POST OFFICE IN GLENWOOD, GO SOUTH
 DT0699'ON U.S. HIGHWAY 180 FOR 2.1 MILES TO A GRAVELED ROAD RIGHT AND
 DT0699'SIGN BRUSHY MTN - HOLLIMON RANCH.  TURN RIGHT AND GO WEST ON
 DT0699'GRAVELED ROAD FOR 0.35 MILE TO THE HOLLIMON RANCH.  TURN LEFT
 DT0699'AND GO SOUTHWESTERLY FOR 0.05 MILE TO TWO BOARD GATES AT THE
 DT0699'SOUTH END OF A BARN.  PASS THROUGH GATES, THEN TURN LEFT AND
 DT0699'GO SOUTH ON TRACK ROAD FOR 0.15 MILE TO A METAL GATE.  PASS
 DT0699'THROUGH GATE AND BEAR RIGHT, CROSSING THE SAN FRANCISCO RIVER
 DT0699'FOR 0.15 MILE TO A FORK AND BOARD GATE ON THE LEFT.  TAKE THE
 DT0699'LEFT FORK, PASSING THROUGH GATE AND GO WEST AND SOUTH ON
 DT0699'TRACK ROAD FOR 1.4 MILES TO A BOARD GATE.  PASS THROUGH GATE
 DT0699'AND GO SOUTHERLY FOR 0.5 MILE TO A FORK AND A WIRE GATE ON
 DT0699'THE LEFT.  TAKE THE RIGHT FORK AND GO WESTERLY FOR 0.4 MILE
 DT0699'TO A METAL GATE.  PASS THROUGH GATE AND CONTINUE WESTERLY
 DT0699'ON TRACK ROAD, UP STEEP HILL FOR 2.0 MILES TO A METAL WATER
 DT0699'TANK.  CONTINUE NORTH ON TRACK ROAD FOR 0.15 MILE TO A
 DT0699'T-ROAD JUNCTION.  TURN RIGHT AND CONTINUE NORTHERLY FOR 0.8
 DT0699'MILE TO A CORRAL.  CONTINUE NORTHERLY ON TRACK ROAD FOR 0.55
 DT0699'MILE TO A METAL WATER TANK AND THE AZIMUTH MARK ON THE
 DT0699'LEFT.  CONTINUE NORTHERLY AND WESTERLY ON TRACK ROAD FOR
 DT0699'0.55 MILE TO A WIRE GATE.  PASS THROUGH GATE AND GO WEST
 DT0699'AND NORTHWEST FOR 0.2 MILE TO THE TOP OF MOUNTAIN AND THE
 DT0699'STATION.
 DT0699'
 DT0699'STATION MARK IS A BRONZE DISK OF THE U.S. GEOLOGICAL SURVEY,
 DT0699'STAMPED BRUSHY 1965, CEMENTED IN A DRILL HOLE IN A 2 X 2 FOOT
 DT0699'BOULDER, THAT PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS 30
 DT0699'FEET SOUTH OF THE SOUTHWEST CORNER OF THE NORTH ONE OF TWO
 DT0699'SMALL METAL BUILDINGS AND 29 FEET NORTHEAST OF THE NORTHEAST
 DT0699'CORNER OF THE SOUTH ONE OF TWO BUILDINGS.
 DT0699'
 DT0699'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BRUSHY MTN NO 1
 DT0699'1966, CEMENTED IN A DRILL HOLE IN A 2 X 2 FOOT BOULDER, THAT
 DT0699'PROJECTS 8 INCHES ABOVE THE GROUND.  IT IS 35 FEET SOUTHEAST
 DT0699'OF THE SOUTHEAST CORNER OF THE NORTH MOST BUILDING AND ABOUT
 DT0699'1 FOOT LOWER THAN THE STATION.
 DT0699'
 DT0699'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BRUSHY MTN NO 2
 DT0699'1966, CEMENTED IN A DRILL HOLE IN A 1 X 2 FOOT BOULDER, THAT
 DT0699'PROJECTS 7 INCHES ABOVE THE GROUND.  IT IS 20 FEET NORTHWEST
 DT0699'OF THE NORTHWEST CORNER OF THE SOUTHERN MOST BUILDING AND ABOUT
 DT0699'2 FEET LOWER THAN THE STATION.
 DT0699'
 DT0699'AZIMUTH MARK IS A STANDARD DISK, STAMPED BRUSHY MTN 1966,
 DT0699'CEMENTED IN A DRILL HOLE IN A 1 X 2 FOOT BOULDER, THAT PROJECTS
 DT0699'3 INCHES ABOVE THE GROUND.  IT IS 58 FEET WEST OF THE CENTERLINE
 DT0699'OF A TRACK ROAD AND 17 FEET NORTH OF THE NORTH EDGE OF THE
 DT0699'METAL WATER TANK.
 DT0699'
 DT0699'UNABLE TO MEASURE BETWEEN REFERENCE MARKS.
 DT0699
 DT0699                          STATION RECOVERY (1968)
 DT0699
 DT0699'RECOVERY NOTE BY US ENGINEERS 1968
 DT0699'ALL MARKS FOUND IN EXCELLENT CONDITION AS DESCRIBED.
 DT0699
 DT0699                          STATION RECOVERY (1968)
 DT0699
 DT0699'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 DT0699'RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM1053 ***********************************************************************
 FM1053  DESIGNATION -  BRYAN
 FM1053  PID         -  FM1053
 FM1053  STATE/COUNTY-  NM/HARDING
 FM1053  USGS QUAD   -  GALLEGOS (1969)
 FM1053
 FM1053                         *CURRENT SURVEY CONTROL
 FM1053  ___________________________________________________________________
 FM1053* NAD 83(1992)-  35 31 46.88390(N)    103 44 40.68757(W)     ADJUSTED  
 FM1053* NAVD 88     -      1544.7    (meters)    5068.     (feet)  VERTCON   
 FM1053  ___________________________________________________________________
 FM1053  LAPLACE CORR-          -3.99  (seconds)                    DEFLEC99
 FM1053  GEOID HEIGHT-         -22.30  (meters)                     GEOID03
 FM1053
 FM1053  HORZ ORDER  -  SECOND
 FM1053
 FM1053.The horizontal coordinates were established by classical geodetic methods
 FM1053.and adjusted by the National Geodetic Survey in December 1993..
 FM1053
 FM1053.The NAVD 88 height was computed by applying the VERTCON shift value to
 FM1053.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FM1053
 FM1053.The Laplace correction was computed from DEFLEC99 derived deflections.
 FM1053
 FM1053.The geoid height was determined by GEOID03.
 FM1053
 FM1053;                    North         East     Units Scale Factor Converg.
 FM1053;SPC NM E     -   502,498.981   218,387.994   MT  0.99994420   +0 20 31.6
 FM1053;SPC NM E     - 1,648,615.41    716,494.61   sFT  0.99994420   +0 20 31.6
 FM1053;UTM  13      - 3,932,510.883   613,813.975   MT  0.99975963   +0 43 46.6
 FM1053
 FM1053!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FM1053!SPC NM E     -   0.99976110  x   0.99994420  =   0.99970531
 FM1053!UTM  13      -   0.99976110  x   0.99975963  =   0.99952079
 FM1053
 FM1053|---------------------------------------------------------------------|
 FM1053| PID    Reference Object                     Distance      Geod. Az  |
 FM1053|                                                           dddmmss.s |
 FM1053| CJ6734 BRYAN RM 1                           12.887 METERS 05928     |
 FM1053| CJ6733 BRYAN AZ MK                                        1565639.6 |
 FM1053| FM1009 AIRWAY BN 87A SE OF TUCUMCARI       APPROX.44.1 KM 1743429.5 |
 FM1053| CJ6735 BRYAN RM 2                            9.773 METERS 28057     |
 FM1053|---------------------------------------------------------------------|
 FM1053
 FM1053                          SUPERSEDED SURVEY CONTROL
 FM1053
 FM1053  NAD 83(1986)-  35 31 46.89281(N)    103 44 40.68353(W) AD(       ) 2
 FM1053  NAD 27      -  35 31 46.72650(N)    103 44 38.80590(W) AD(       ) 2
 FM1053  NGVD 29 (07/19/86) 1544.1    (m)         5066.     (f) VERT ANG       
 FM1053
 FM1053.Superseded values are not recommended for survey control.
 FM1053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM1053.See file dsdata.txt to determine how the superseded data were derived.
 FM1053
 FM1053_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFV1381432511(NAD 83)
 FM1053_MARKER: DS = TRIANGULATION STATION DISK
 FM1053_SETTING: 66 = SET IN ROCK OUTCROP
 FM1053
 FM1053  HISTORY     - Date     Condition        Report By
 FM1053  HISTORY     - 1960     MONUMENTED       CGS
 FM1053
 FM1053                          STATION DESCRIPTION
 FM1053
 FM1053'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (HWK)
 FM1053'THE STATION IS APPROXIMATELY 21 MILES SOUTHEAST OF MOSQUERO,
 FM1053'6 MILES SOUTH OF GALLEGOS, 2-1/2 MILES EAST OF THE HARDING-SAN
 FM1053'MIGUEL COUNTY LINE, ON THE EAST EDGE AND HIGHEST PART OF A
 FM1053'HIGH MESA WHICH LIES NORTH AND SOUTH, IN SECTION 15, R.30
 FM1053'E., T.15 N., AND ON PROPERTY OWNED BY MR. BRYAN WILLIAMS.
 FM1053'
 FM1053'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 54
 FM1053'AND STATE HIGHWAY 39 AT THE NORTH EDGE OF LOGAN, GO NORTHWEST
 FM1053'ON HIGHWAY 39 FOR 2.6 MILES TO A SAND ROAD ON THE LEFT.  TURN
 FM1053'LEFT AND GO WEST ON THE MAIN ROAD 4.4 MILES TO A STEEL BRIDGE.
 FM1053'GO WEST AND NORTHWEST (KEEPING STRAIGHT AHEAD AT ALL CROSSROADS)
 FM1053'ON THE MAIN ROAD 8.7 MILES TO A RANCH HOUSE ON THE RIGHT.
 FM1053'CONTINUE STRAIGHT AHEAD 2.2 MILES TO A ROAD FORK AT A SIGN
 FM1053'STEVE TRIGG RANCH 15 MI.  TAKE THE RIGHT FORK AND GO NORTHWEST
 FM1053'1.5 MILES TO A SIDE ROAD ON THE LEFT.  TURN LEFT AND GO WEST
 FM1053'ON THE MAIN ROAD 4.8 MILES TO A RANCH HOUSE.  BEAR LEFT ON
 FM1053'TRACK ROAD 0.05 MILE TO A BOARD GATE.  PASS THROUGH THE
 FM1053'GATE AND GO NORTH, EAST AND NORTH AROUND THE NORTH SIDE OF
 FM1053'THE RANCH HOUSE ON TRACK ROAD 0.3 MILE TO A ROAD FORK.
 FM1053'TAKE LEFT FORK AND GO NORTH 0.15 MILE TO A WIRE GATE.  PASS
 FM1053'THROUGH THE GATE AND GO NORTHERLY, UPHILL ON A ROUGH
 FM1053'BLADED OUT ROAD 0.9 MILE TO A POWER LINE CROSSING NEAR THE
 FM1053'TOP OF RIDGE.  CONTINUE NORTHERLY 0.3 MILE TO A DIM
 FM1053'TRACK ROAD ON THE RIGHT.  KEEP STRAIGHT AHEAD, NORTH AND EAST
 FM1053'2.6 MILES TO A DIM TRACK ROAD ON THE RIGHT JUST BEFORE
 FM1053'REACHING A FENCE.  TURN RIGHT AND GO EASTERLY ON A DIM
 FM1053'TRACK ROAD 0.8 MILE TO A POND ON THE LEFT.  FROM THE POND GO
 FM1053'EASTERLY AND NORTH, PICKING WAY THROUGH ROCKS AND
 FM1053'JUNIPER BUSHES 0.4 MILE TO THE HIGHEST PART OF MESA AND
 FM1053'THE STATION.  A FOUR-WHEEL DRIVE VEHICLE REQUIRED.
 FM1053'
 FM1053'STATION MARK IS A STANDARD DISK STAMPED BRYAN 1960, CEMENTED
 FM1053'IN A DRILL HOLE IN ROCK OUTCROP FLUSH WITH THE SURFACE OF
 FM1053'THE GROUND.  IT IS 5 FEET WEST OF A 6-FOOT CAIRN.
 FM1053'
 FM1053'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED BRYAN NO 1
 FM1053'1960, IS CEMENTED IN A DRILL HOLE IN ROCK OUTCROP FLUSH WITH
 FM1053'THE SURFACE OF THE GROUND.  IT IS 36 FEET NORTH OF THE 6-FOOT
 FM1053'CAIRN.
 FM1053'
 FM1053'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED BRYAN NO 2 1960,
 FM1053'IS CEMENTED IN A DRILL HOLE IN ROCK OUTCROP FLUSH WITH THE
 FM1053'SURFACE OF THE GROUND.  IT IS 37 FEET WEST OF THE 6-FOOT
 FM1053'CAIRN.
 FM1053'
 FM1053'AZIMUTH MARK IS A STANDARD DISK STAMPED BRYAN 1960, CEMENTED
 FM1053'IN A DRILL HOLE IN ROCK OUTCROP FLUSH WITH THE SURFACE OF
 FM1053'THE GROUND.  IT IS 10 FEET WEST OF A LONE GROUP OF JUNIPER
 FM1053'TREES AND 1.9 FEET WEST OF A METAL WITNESS POST.
 FM1053'
 FM1053'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTHEAST ALONG
 FM1053'THE EAST RIM OF THE MESA 0.3 MILE TO THE AZIMUTH MARK NEAR
 FM1053'THE EAST EDGE OF THE EAST RIM OF THE MESA.
 FM1053'
 FM1053'NOTE--REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0645 ***********************************************************************
 EP0645  DESIGNATION -  BRYAN
 EP0645  PID         -  EP0645
 EP0645  STATE/COUNTY-  NM/DE BACA
 EP0645  USGS QUAD   -  WEST CAMP (1982)
 EP0645
 EP0645                         *CURRENT SURVEY CONTROL
 EP0645  ___________________________________________________________________
 EP0645* NAD 83(1992)-  34 15 46.30754(N)    104 25 58.37357(W)     ADJUSTED  
 EP0645* NAVD 88     -      1351.8    (meters)    4435.     (feet)  VERTCON   
 EP0645  ___________________________________________________________________
 EP0645  LAPLACE CORR-          -2.20  (seconds)                    DEFLEC99
 EP0645  GEOID HEIGHT-         -23.51  (meters)                     GEOID03
 EP0645
 EP0645  HORZ ORDER  -  THIRD
 EP0645
 EP0645.The horizontal coordinates were established by classical geodetic methods
 EP0645.and adjusted by the National Geodetic Survey in December 1993..
 EP0645
 EP0645.The NAVD 88 height was computed by applying the VERTCON shift value to
 EP0645.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EP0645
 EP0645.The Laplace correction was computed from DEFLEC99 derived deflections.
 EP0645
 EP0645.The geoid height was determined by GEOID03.
 EP0645
 EP0645;                    North         East     Units Scale Factor Converg.
 EP0645;SPC NM E     -   361,816.746   155,832.517   MT  0.99991013   -0 03 21.8
 EP0645;SPC NM E     - 1,187,060.44    511,260.52   sFT  0.99991013   -0 03 21.8
 EP0645;UTM  13      - 3,791,447.828   552,210.603   MT  0.99963360   +0 19 09.4
 EP0645
 EP0645!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EP0645!SPC NM E     -   0.99979152  x   0.99991013  =   0.99970167
 EP0645!UTM  13      -   0.99979152  x   0.99963360  =   0.99942520
 EP0645
 EP0645                          SUPERSEDED SURVEY CONTROL
 EP0645
 EP0645  NAD 83(1992)-  34 15 46.31423(N)    104 25 58.37054(W) AD(       ) 3
 EP0645  NGVD 29 (12/31/91) 1351.2    (m)         4433.     (f) VERT ANG       
 EP0645
 EP0645.Superseded values are not recommended for survey control.
 EP0645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EP0645.See file dsdata.txt to determine how the superseded data were derived.
 EP0645
 EP0645_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SET5221191448(NAD 83)
 EP0645_MARKER: DS = TRIANGULATION STATION DISK
 EP0645_SETTING: 0 = UNSPECIFIED SETTING
 EP0645_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EP0645
 EP0645  HISTORY     - Date     Condition        Report By
 EP0645  HISTORY     - 1966     MONUMENTED       USGS
 EP0645
 EP0645                          STATION DESCRIPTION
 EP0645
 EP0645'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 EP0645'STATION IS LOCATED ON THE BRYAN RANCH, APPROXIMATELY 19 MI. (AIRLINE)
 EP0645'SW. OF FT. SUMNER AND APPROXIMATELY 75 FT. N. OF S. EDGE OF A MESA.
 EP0645'
 EP0645'TO REACH STATION FROM JUNCTION OF U.S. HIGHWAY 60 AND STATE HIGHWAY
 EP0645'20, 1.0 MI. W. OF FORT SUMNER, GO S. ON STATE HIGHWAY 20 FOR 17.8 MI.
 EP0645'TO SIDE RD. RIGHT, TURN RIGHT THROUGH GATE (IF GATE IS LOCKED SEE MR.
 EP0645'HOWARD WHO LIVES 2.0 MI. SW. OF THIS POINT AND ON E. SIDE OF HIGHWAY)
 EP0645'AND TAKE LEFT FORK AND GO W. FOR 2.6 MI. TO RD. FORK, TAKE LEFT FORK
 EP0645'W. THROUGH GATE FOR 0.4 MI. TO A RD. FORK JUST S. OF A HOUSE, THENCE
 EP0645'LEFT (W.) FOR 1.8 MI. TO GATE, PASS THROUGH GATE AND CONTINUE ON W.
 EP0645'FOR 0.8 MI.  AT THIS POINT LEAVE RD. AND DRIVE S. ACROSS COUNTRY FOR
 EP0645'0.2 MI. TO STATION.  THERE IS A LOW POINT THAT STICKS OUT OF THE S.
 EP0645'SIDE OF THE MESA, DUE S. OF THE STATION.
 EP0645'
 EP0645'STATION MARK--STANDARD USGS TABLET STAMPED---BRYAN E.T. 1966---, SET
 EP0645'IN BURIED BOULDER THAT PROJECTS 0.2 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0195 ***********************************************************************
 CX0195  DESIGNATION -  BRYCE
 CX0195  PID         -  CX0195
 CX0195  STATE/COUNTY-  NM/DONA ANA
 CX0195  USGS QUAD   -  BENNETT MOUNTAIN (1981)
 CX0195
 CX0195                         *CURRENT SURVEY CONTROL
 CX0195  ___________________________________________________________________
 CX0195* NAD 83(1992)-  32 35 03.47074(N)    106 26 21.99321(W)     ADJUSTED  
 CX0195* NAVD 88     -      1328.231  (meters)    4357.70   (feet)  ADJUSTED  
 CX0195  ___________________________________________________________________
 CX0195  LAPLACE CORR-          -7.07  (seconds)                    DEFLEC99
 CX0195  GEOID HEIGHT-         -23.23  (meters)                     GEOID03
 CX0195  DYNAMIC HT  -        1326.281 (meters)    4351.31  (feet)  COMP
 CX0195  MODELED GRAV-     979,124.3   (mgal)                       NAVD 88
 CX0195
 CX0195  HORZ ORDER  -  FIRST
 CX0195  VERT ORDER  -  SECOND    CLASS 0
 CX0195
 CX0195.The horizontal coordinates were established by classical geodetic methods
 CX0195.and adjusted by the National Geodetic Survey in December 1993..
 CX0195
 CX0195.The orthometric height was determined by differential leveling
 CX0195.and adjusted by the National Geodetic Survey in June 1991..
 CX0195
 CX0195.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX0195
 CX0195.The geoid height was determined by GEOID03.
 CX0195
 CX0195.The dynamic height is computed by dividing the NAVD 88
 CX0195.geopotential number by the normal gravity value computed on the
 CX0195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0195.degrees latitude (g = 980.6199 gals.).
 CX0195
 CX0195.The modeled gravity was interpolated from observed gravity values.
 CX0195
 CX0195;                    North         East     Units Scale Factor Converg.
 CX0195;SPC NM C     -   175,670.252   482,215.194   MT  0.99990390   -0 06 07.3
 CX0195;SPC NM C     -   576,344.82  1,582,067.68   sFT  0.99990390   -0 06 07.3
 CX0195;UTM  13      - 3,606,117.701   364,900.229   MT  0.99982507   -0 46 31.1
 CX0195
 CX0195!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX0195!SPC NM C     -   0.99979515  x   0.99990390  =   0.99969907
 CX0195!UTM  13      -   0.99979515  x   0.99982507  =   0.99962025
 CX0195
 CX0195:                Primary Azimuth Mark                     Grid Az
 CX0195:SPC NM C     -  BRYCE AZ MK                              103 55 04.7
 CX0195:UTM  13      -  BRYCE AZ MK                              104 35 28.5
 CX0195
 CX0195|---------------------------------------------------------------------|
 CX0195| PID    Reference Object                     Distance      Geod. Az  |
 CX0195|                                                           dddmmss.s |
 CX0195| CX0192 BRYCE AZ MK                         APPROX. 1.3 KM 1034857.4 |
 CX0195| CX0196 BRYCE RM 1                           15.447 METERS 17338     |
 CX0195| CX0198 BRYCE RM 3                            6.915 METERS 23452     |
 CX0195| CX0197 BRYCE RM 2                            9.432 METERS 27101     |
 CX0195|---------------------------------------------------------------------|
 CX0195
 CX0195                          SUPERSEDED SURVEY CONTROL
 CX0195
 CX0195  NAD 83(1986)-  32 35 03.47667(N)    106 26 21.99352(W) AD(       ) 1
 CX0195  NAD 27      -  32 35 03.16401(N)    106 26 20.00957(W) AD(       ) 1
 CX0195  NGVD 29 (??/??/92) 1327.657  (m)         4355.82   (f) ADJ UNCH    2 0
 CX0195
 CX0195.Superseded values are not recommended for survey control.
 CX0195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0195.See file dsdata.txt to determine how the superseded data were derived.
 CX0195
 CX0195_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS6490006118(NAD 83)
 CX0195_MARKER: DS = TRIANGULATION STATION DISK
 CX0195_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CX0195_SP_SET: MONUMENT
 CX0195_STAMPING: BRYCE 1966
 CX0195_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX0195
 CX0195  HISTORY     - Date     Condition        Report By
 CX0195  HISTORY     - 1966     MONUMENTED       CGS
 CX0195  HISTORY     - 1968     GOOD             NGS
 CX0195
 CX0195                          STATION DESCRIPTION
 CX0195
 CX0195'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (JCC)
 CX0195'STATION IS LOCATED ABOUT 7 MILES NORTH OF THE SMALL MISSILE RANGE
 CX0195'HEADQUARTERS, 5 MILES NORTHWEST OF U.S. HIGHWAY 70 AND ABOUT 1 MILE
 CX0195'WEST OF WSMR ROUTE NO. 7 ON A MOUND WITH A WHITE ASTRODOME.
 CX0195'
 CX0195'STATION IS REACHED AS FOLLOWS--FROM WHITE SANDS MISSILE RANGE
 CX0195'HEADQUARTERS GO NORTH, ON HEADQUARTERS AVENUE, PASSING THROUGH A
 CX0195'CHECK POINT, FOR 4.1 MILES TO U.S. HIGHWAY 70.  TURN RIGHT AND GO
 CX0195'EASTERLY, ON U.S. HIGHWAY 70, FOR 4.3 MILES TO THE JUNCTION OF
 CX0195'WSMR, ROUTE 7.  TAKE WSMR ROUTE 7 WEST AND NORTH, PASSING THROUGH A
 CX0195'CHECK POINT FOR 8.1 MILES TO THE AZIMUTH MARK ON THE RIGHT.
 CX0195'CONTINUE NORTH ON WSMR 7 FOR 0.2 MILE TO A ROAD ON THE LEFT.  TURN
 CX0195'LEFT AND FOLLOW ROAD ABOUT 0.5 MILE TO CREST OF RIDGE, WHITE
 CX0195'ASTRODOME AND STATION.
 CX0195'
 CX0195'STATION, STAMPED BRYCE 1966, IS A STANDARD BRONZE USC AND GS DISK
 CX0195'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 CX0195'ABOUT 3 INCHES ABOVE THE GROUND.  IT IS 19.5 FEET NORTHEAST OF THE
 CX0195'NORTHEAST LEG OF THE ASTRODOME, 12.0 FEET NORTH OF THE ASTRODOME
 CX0195'STAIRWAY AND 9.0 FEET SOUTH OF THE NORTH EDGE OF MOUND.
 CX0195'
 CX0195'R.M. NO. 1, STAMPED BRYCE NO 1 1966, IS A STANDARD USC AND GS BRONZE
 CX0195'DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT IS
 CX0195'FLUSH WITH THE GROUND.  IT IS 46.0 FEET SOUTHEAST OF THE SOUTHEAST
 CX0195'LEG OF THE ASTRODOME, 41.0 FEET SOUTH OF THE ASTRODOME STAIRWAY
 CX0195'AND 4.0 FEET NORTH OF THE SOUTH EDGE OF MOUND.
 CX0195'
 CX0195'R.M. NO. 2, STAMPED BRYCE NO 2 1966, IS A STANDARD USC AND GS BRONZE
 CX0195'DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT IS
 CX0195'FLUSH WITH THE GROUND.  IT IS 18.0 FEET NORTHWEST OF THE NORTHEAST
 CX0195'LEG OF THE ASTRODOME AND 11.0 FEET NORTH OF THE NORTHWEST LEG
 CX0195'OF THE ASTRODOME.
 CX0195'
 CX0195'R.M. NO. 3, STAMPED BRYCE NO 3 1966, IS A STANDARD USC AND GS BRONZE
 CX0195'DISK CEMENTED IN A DRILL HOLE IN THE CONCRETE FOOTING OF THE
 CX0195'ASTRODOME PEDESTAL.  IT IS 4.0 FEET NORTHEAST OF THE PEDESTAL, 3.0
 CX0195'FEET SOUTHWEST OF THE NORTHEAST LEG OF THE ASTRODOME AND ABOUT 3
 CX0195'INCHES BELOW GROUND SURFACE.
 CX0195'
 CX0195'TRIANGULATION STATION BRYCE AZIMUTH MARK, STAMPED BRYCE 1966, IS A
 CX0195'STANDARD USC AND GS BRONZE AZIMUTH MARK DISK SET IN THE TOP OF A
 CX0195'12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS ABOUT 3 INCHES ABOVE
 CX0195'THE GROUND.  IT IS 0.1 MILE EAST OF WSMR ROUTE 7 AND 0.1 MILE
 CX0195'NORTH OF TRACK ROAD.
 CX0195'
 CX0195'HEIGHT OF LIGHT ABOVE STATION MARK 1.1 METERS.
 CX0195
 CX0195                          STATION RECOVERY (1968)
 CX0195
 CX0195'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 CX0195'15.0 MI N FROM WSMR HEADQUARTERS.
 CX0195'4.2 MILES NORTH ALONG MAIN ACCESS ROAD FROM WHITE SANDS MISSILE RANGE
 CX0195'HEADQUARTERS BUILDING.  THENCE 4.6 MILES NORTHEAST ALONG U.S. HIGHWAY
 CX0195'70.  THENCE 8.6 MILES WEST AND NORTH ALONG WSMR ROUTE 7.  THENCE 0.9
 CX0195'MILE WEST ALONG A GRAVELED ROAD TO AN EARTHEN MOUND AND AN ASTRODOME.
 CX0195'IT IS 55 FEET WEST OF THE NORTHEAST CORNER OF THE MOUND, 14 FEET SOUTH
 CX0195'OF THE NORTH EDGE OF THE MOUND, 12 FEET NORTH OF THE NORTH EDGE OF THE
 CX0195'BOTTOM STEP OF THE ASTRODOME AND SET IN THE TOP OF A 12 INCH SQUARE
 CX0195'CONCRETE MONUMENT THAT PROJECTS ABOUT 0.2 FOOT ABOVE THE SURFACE OF
 CX0195'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0192 ***********************************************************************
 CX0192  DESIGNATION -  BRYCE AZ MK
 CX0192  PID         -  CX0192
 CX0192  STATE/COUNTY-  NM/DONA ANA
 CX0192  USGS QUAD   -  BENNETT MOUNTAIN (1981)
 CX0192
 CX0192                         *CURRENT SURVEY CONTROL
 CX0192  ___________________________________________________________________
 CX0192* NAD 83(1992)-  32 34 53.69751(N)    106 25 35.06533(W)     ADJUSTED  
 CX0192* NAVD 88     -      1230.846  (meters)    4038.20   (feet)  ADJUSTED  
 CX0192  ___________________________________________________________________
 CX0192  LAPLACE CORR-          -6.37  (seconds)                    DEFLEC99
 CX0192  GEOID HEIGHT-         -23.29  (meters)                     GEOID03
 CX0192  DYNAMIC HT  -        1229.044 (meters)    4032.29  (feet)  COMP
 CX0192  MODELED GRAV-     979,131.7   (mgal)                       NAVD 88
 CX0192
 CX0192  HORZ ORDER  -  SECOND
 CX0192  VERT ORDER  -  SECOND    CLASS 0
 CX0192
 CX0192.The horizontal coordinates were established by classical geodetic methods
 CX0192.and adjusted by the National Geodetic Survey in December 1993..
 CX0192
 CX0192.The orthometric height was determined by differential leveling
 CX0192.and adjusted by the National Geodetic Survey in June 1991..
 CX0192
 CX0192.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX0192
 CX0192.The geoid height was determined by GEOID03.
 CX0192
 CX0192.The dynamic height is computed by dividing the NAVD 88
 CX0192.geopotential number by the normal gravity value computed on the
 CX0192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0192.degrees latitude (g = 980.6199 gals.).
 CX0192
 CX0192.The modeled gravity was interpolated from observed gravity values.
 CX0192
 CX0192;                    North         East     Units Scale Factor Converg.
 CX0192;SPC NM C     -   175,367.116   483,438.467   MT  0.99990338   -0 05 42.0
 CX0192;SPC NM C     -   575,350.28  1,586,081.04   sFT  0.99990338   -0 05 42.0
 CX0192;UTM  13      - 3,605,800.237   366,119.758   MT  0.99982102   -0 46 05.6
 CX0192
 CX0192!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX0192!SPC NM C     -   0.99981044  x   0.99990338  =   0.99971384
 CX0192!UTM  13      -   0.99981044  x   0.99982102  =   0.99963149
 CX0192
 CX0192:                Primary Azimuth Mark                     Grid Az
 CX0192:SPC NM C     -  BRYCE                                    283 55 04.6
 CX0192:UTM  13      -  BRYCE                                    284 35 28.2
 CX0192
 CX0192|---------------------------------------------------------------------|
 CX0192| PID    Reference Object                     Distance      Geod. Az  |
 CX0192|                                                           dddmmss.s |
 CX0192| CX0195 BRYCE                               APPROX. 1.3 KM 2834922.6 |
 CX0192|---------------------------------------------------------------------|
 CX0192
 CX0192                          SUPERSEDED SURVEY CONTROL
 CX0192
 CX0192  NAD 83(1986)-  32 34 53.70349(N)    106 25 35.06562(W) AD(       ) 2
 CX0192  NAD 27      -  32 34 53.39009(N)    106 25 33.08311(W) AD(       ) 2
 CX0192  NGVD 29 (??/??/92) 1230.272  (m)         4036.32   (f) ADJ UNCH    2 0
 CX0192
 CX0192.Superseded values are not recommended for survey control.
 CX0192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0192.See file dsdata.txt to determine how the superseded data were derived.
 CX0192
 CX0192_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS6612005800(NAD 83)
 CX0192_MARKER: DZ = AZIMUTH MARK DISK
 CX0192_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CX0192_SP_SET: MONUMENT
 CX0192_STAMPING: BRYCE 1966
 CX0192_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX0192
 CX0192  HISTORY     - Date     Condition        Report By
 CX0192  HISTORY     - 1968     MONUMENTED       CGS
 CX0192  HISTORY     - 1968     GOOD             NGS
 CX0192
 CX0192                          STATION DESCRIPTION
 CX0192
 CX0192'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JCC)
 CX0192'THE STATION IS LOCATED ABOUT 7 MILES NORTH OF THE SMALL MISSILE RANGE
 CX0192'HEADQUARTERS, 4 MILES NORTHWEST OF U.S. HIGHWAY 70 AND 0.1 MILE EAST
 CX0192'OF WSMR ROUTE NO. 7.
 CX0192'
 CX0192'TO REACH THE STATION FROM WHITE SANDS MISSILE RANGE HEADQUARTERS GO
 CX0192'NORTH 4.1 MILES ON THE ACCESS ROAD TO AN OVERPASS AND U.S. HIGHWAY
 CX0192'70. TURN RIGHT AND GO EAST AND NORTHEAST ON U.S. HIGHWAY 70 FOR 4.3
 CX0192'MILES TO WSMR ROUTE NO. 7 ON THE LEFT.  TURN LEFT, PASSING
 CX0192'THROUGH A CHECKPOINT AND GO WEST AND NORTH ON WSMR ROUTE NO. 7 FOR
 CX0192'8.1 MILES TO A TRACK ROAD RIGHT.  TURN RIGHT AND GO EAST 0.1 MILE
 CX0192'ON TRACK ROAD TO A DIM TRAIL ON THE LEFT.  TURN LEFT AND GO NORTH
 CX0192'0.1 MILE TO THE STATION.
 CX0192'
 CX0192'STATION MARK, A STANDARD AZIMUTH MARK DISK STAMPED BRYCE 1966 IS
 CX0192'SET IN THE TOP OF A 12 INCH SQUARE CONCRTE MONUMENT THAT PROJECTS
 CX0192'3 INCHES ABOVE THE GROUND.
 CX0192'
 CX0192'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 CX0192
 CX0192                          STATION RECOVERY (1968)
 CX0192
 CX0192'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 CX0192'15.1 MI N FROM WHITE SANDS MISSILE RANGE HDQ.
 CX0192'4.2 MILES NORTH ALONG MAIN ACCESS ROAD FROM THE WHITE SANDS MISSILE
 CX0192'RANGE HEADQUARTERS, THENCE 4.6 MILES NORTHEASTERLY ALONG U.S. HIGHWAY
 CX0192'70, THENCE 7.6 MILES NORTHWEST AND NORTH ALONG WSMR ROUTE 7, THENCE
 CX0192'0.1 MILE EAST ALONG A TRACK ROAD, THENCE 0.1 MILE NORTH NORTHEAST
 CX0192'ALONG A DIM TRACK ROAD.  IT IS 35 FEET SOUTH OF THE CENTERLINE OF A
 CX0192'DRY WASH, 3.7 FEET WEST OF A METAL WITNESS SIGN AND SET IN THE TOP OF
 CX0192'A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS ABOUT 0.4 FOOT ABOVE
 CX0192'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0196 ***********************************************************************
 CX0196  DESIGNATION -  BRYCE RM 1
 CX0196  PID         -  CX0196
 CX0196  STATE/COUNTY-  NM/DONA ANA
 CX0196  USGS QUAD   -  BENNETT MOUNTAIN (1981)
 CX0196
 CX0196                         *CURRENT SURVEY CONTROL
 CX0196  ___________________________________________________________________
 CX0196* NAD 83(1986)-  32 35 03.     (N)    106 26 22.     (W)     SCALED    
 CX0196* NAVD 88     -      1328.088  (meters)    4357.24   (feet)  ADJUSTED  
 CX0196  ___________________________________________________________________
 CX0196  GEOID HEIGHT-         -23.23  (meters)                     GEOID03
 CX0196  DYNAMIC HT  -        1326.139 (meters)    4350.84  (feet)  COMP
 CX0196  MODELED GRAV-     979,124.3   (mgal)                       NAVD 88
 CX0196
 CX0196  VERT ORDER  -  SECOND    CLASS 0
 CX0196
 CX0196.The horizontal coordinates were scaled from a topographic map and have
 CX0196.an estimated accuracy of +/- 6 seconds.
 CX0196
 CX0196.The orthometric height was determined by differential leveling
 CX0196.and adjusted by the National Geodetic Survey in June 1991..
 CX0196
 CX0196.The geoid height was determined by GEOID03.
 CX0196
 CX0196.The dynamic height is computed by dividing the NAVD 88
 CX0196.geopotential number by the normal gravity value computed on the
 CX0196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0196.degrees latitude (g = 980.6199 gals.).
 CX0196
 CX0196.The modeled gravity was interpolated from observed gravity values.
 CX0196
 CX0196;                    North         East    Units  Estimated Accuracy
 CX0196;SPC NM C     -   175,660.      482,220.      MT  (+/- 180 meters Scaled)
 CX0196
 CX0196                          SUPERSEDED SURVEY CONTROL
 CX0196
 CX0196  NGVD 29 (??/??/92) 1327.514  (m)         4355.35   (f) ADJ UNCH    2 0
 CX0196
 CX0196.Superseded values are not recommended for survey control.
 CX0196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0196.See file dsdata.txt to determine how the superseded data were derived.
 CX0196
 CX0196_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS649061(NAD 83)
 CX0196_MARKER: DR = REFERENCE MARK DISK
 CX0196_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CX0196_SP_SET: MONUMENT
 CX0196_STAMPING: BRYCE NO 1 1966
 CX0196_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX0196
 CX0196  HISTORY     - Date     Condition        Report By
 CX0196  HISTORY     - 1966     MONUMENTED       CGS
 CX0196  HISTORY     - 1968     GOOD             NGS
 CX0196
 CX0196                          STATION DESCRIPTION
 CX0196
 CX0196'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CX0196'15 MI N FROM WSMR HEADQUARTERS.
 CX0196'4.2 MILES NORTH ALONG MAIN ACCESS ROAD FROM WHITE SANDS MISSILE RANGE
 CX0196'HEADQUARTERS BUILDING.  THENCE NORTHEAST ALONG U.S. HIGHWAY 70 FOR 4.6
 CX0196'MILES.  THENCE 8.6 MILES WEST AND NORTH ALONG WSMR ROUTE 7. THENCE 0.9
 CX0196'MILE WEST ALONG A GRAVELED ROAD TO AN EARTHEN MOUND AND AN ASTRODOME.
 CX0196'IT IS 56 FEET WEST OF THE SOUTHEAST CORNER OF THE MOUND, 37 FEET NORTH
 CX0196'OF THE SOUTH EDGE OF THE BOTTOM STEP OF THE ASTRODOME, 3 FEET NORTH OF
 CX0196'THE SOUTH EDGE OF THE MOUND, SET IN THE TOP OF A 12 INCH SQUARE
 CX0196'CONCRETE MONUMENT THAT IS ABOUT 6 INCHES BELOW THE SURFACE OF THE
 CX0196'GROUND AND IS ABOUT 1 FOOT LOWER IN ELEVATION THAN THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0197 ***********************************************************************
 CX0197  DESIGNATION -  BRYCE RM 2
 CX0197  PID         -  CX0197
 CX0197  STATE/COUNTY-  NM/DONA ANA
 CX0197  USGS QUAD   -  BENNETT MOUNTAIN (1981)
 CX0197
 CX0197                         *CURRENT SURVEY CONTROL
 CX0197  ___________________________________________________________________
 CX0197* NAD 83(1986)-  32 35 03.     (N)    106 26 22.     (W)     SCALED    
 CX0197* NAVD 88     -      1328.227  (meters)    4357.69   (feet)  ADJUSTED  
 CX0197  ___________________________________________________________________
 CX0197  GEOID HEIGHT-         -23.23  (meters)                     GEOID03
 CX0197  DYNAMIC HT  -        1326.278 (meters)    4351.30  (feet)  COMP
 CX0197  MODELED GRAV-     979,124.3   (mgal)                       NAVD 88
 CX0197
 CX0197  VERT ORDER  -  SECOND    CLASS 0
 CX0197
 CX0197.The horizontal coordinates were scaled from a topographic map and have
 CX0197.an estimated accuracy of +/- 6 seconds.
 CX0197
 CX0197.The orthometric height was determined by differential leveling
 CX0197.and adjusted by the National Geodetic Survey in June 1991..
 CX0197
 CX0197.The geoid height was determined by GEOID03.
 CX0197
 CX0197.The dynamic height is computed by dividing the NAVD 88
 CX0197.geopotential number by the normal gravity value computed on the
 CX0197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0197.degrees latitude (g = 980.6199 gals.).
 CX0197
 CX0197.The modeled gravity was interpolated from observed gravity values.
 CX0197
 CX0197;                    North         East    Units  Estimated Accuracy
 CX0197;SPC NM C     -   175,660.      482,220.      MT  (+/- 180 meters Scaled)
 CX0197
 CX0197                          SUPERSEDED SURVEY CONTROL
 CX0197
 CX0197  NGVD 29 (??/??/92) 1327.653  (m)         4355.81   (f) ADJ UNCH    2 0
 CX0197
 CX0197.Superseded values are not recommended for survey control.
 CX0197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0197.See file dsdata.txt to determine how the superseded data were derived.
 CX0197
 CX0197_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS649061(NAD 83)
 CX0197_MARKER: DR = REFERENCE MARK DISK
 CX0197_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CX0197_SP_SET: MONUMENT
 CX0197_STAMPING: BRYCE NO 2 1966
 CX0197_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX0197
 CX0197  HISTORY     - Date     Condition        Report By
 CX0197  HISTORY     - 1966     MONUMENTED       CGS
 CX0197  HISTORY     - 1968     GOOD             NGS
 CX0197
 CX0197                          STATION DESCRIPTION
 CX0197
 CX0197'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CX0197'15 MI N FROM WSMR HEADQUARTERS.
 CX0197'4.2 MILES NORTH ALONG MAIN ACCESS ROAD FROM WHITE SANDS MISSILE RANGE
 CX0197'HEADQUARTERS BUILDING.  THENCE 4.6 MILES NORTHEAST ALONG U.S. HIGHWAY
 CX0197'70.  THENCE 8.6 MILES WEST AND NORTH ALONG WSMR ROUTE 7.  THENCE 0.9
 CX0197'MILE WEST ALONG A GRAVELED ROAD TO AN ASTRODOME AND A MOUND.  IT IS
 CX0197'29.5 FEET NORTHWEST OF THE NORTH EDGE OF THE BOTTOM STEP TO THE
 CX0197'ASTRODOME, 18 FEET NORTHWEST OF THE NORTHEAST STEEL PLATFORM SUPPORT,
 CX0197'SET IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH
 CX0197'WITH THE SURFACE OF THE GROUND AND IS ABOUT THE SAME ELEVATION AS THE
 CX0197'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0198 ***********************************************************************
 CX0198  DESIGNATION -  BRYCE RM 3
 CX0198  PID         -  CX0198
 CX0198  STATE/COUNTY-  NM/DONA ANA
 CX0198  USGS QUAD   -  BENNETT MOUNTAIN (1981)
 CX0198
 CX0198                         *CURRENT SURVEY CONTROL
 CX0198  ___________________________________________________________________
 CX0198* NAD 83(1986)-  32 35 03.     (N)    106 26 22.     (W)     SCALED    
 CX0198* NAVD 88     -      1328.148  (meters)    4357.43   (feet)  ADJUSTED  
 CX0198  ___________________________________________________________________
 CX0198  GEOID HEIGHT-         -23.23  (meters)                     GEOID03
 CX0198  DYNAMIC HT  -        1326.199 (meters)    4351.04  (feet)  COMP
 CX0198  MODELED GRAV-     979,124.3   (mgal)                       NAVD 88
 CX0198
 CX0198  VERT ORDER  -  SECOND    CLASS 0
 CX0198
 CX0198.The horizontal coordinates were scaled from a topographic map and have
 CX0198.an estimated accuracy of +/- 6 seconds.
 CX0198
 CX0198.The orthometric height was determined by differential leveling
 CX0198.and adjusted by the National Geodetic Survey in June 1991..
 CX0198
 CX0198.The geoid height was determined by GEOID03.
 CX0198
 CX0198.The dynamic height is computed by dividing the NAVD 88
 CX0198.geopotential number by the normal gravity value computed on the
 CX0198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0198.degrees latitude (g = 980.6199 gals.).
 CX0198
 CX0198.The modeled gravity was interpolated from observed gravity values.
 CX0198
 CX0198;                    North         East    Units  Estimated Accuracy
 CX0198;SPC NM C     -   175,660.      482,220.      MT  (+/- 180 meters Scaled)
 CX0198
 CX0198                          SUPERSEDED SURVEY CONTROL
 CX0198
 CX0198  NGVD 29 (??/??/92) 1327.574  (m)         4355.55   (f) ADJ UNCH    2 0
 CX0198
 CX0198.Superseded values are not recommended for survey control.
 CX0198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0198.See file dsdata.txt to determine how the superseded data were derived.
 CX0198
 CX0198_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS649061(NAD 83)
 CX0198_MARKER: DR = REFERENCE MARK DISK
 CX0198_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CX0198_SP_SET: FOOTING
 CX0198_STAMPING: BRYCE NO 3 1966
 CX0198_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX0198
 CX0198  HISTORY     - Date     Condition        Report By
 CX0198  HISTORY     - 1966     MONUMENTED       CGS
 CX0198  HISTORY     - 1968     GOOD             NGS
 CX0198
 CX0198                          STATION DESCRIPTION
 CX0198
 CX0198'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CX0198'15 MI N FROM WSMR HEADQUARTERS.
 CX0198'4.2 MILES NORTH ALONG MAIN ACCESS ROAD FROM WHITE SANDS MISSILE RANGE
 CX0198'HEADQUARTERS BUILDING.  THENCE 4.6 MILES NORTHEAST ALONG U.S. HIGHWAY
 CX0198'70.  THENCE 8.6 MILES WEST AND NORTH ALONG WSMR ROUTE 7.  THENCE 0.9
 CX0198'MILE WEST ALONG A GRAVELED ROAD TO A MOUND AND AN ASTRODOME.  IT IS
 CX0198'UNDER THE NORTHEAST CORNER OF THE ASTRODOME PLATFORM 14 FT. WEST OF
 CX0198'THE STAIRWAY, 3 FEET SOUTHWEST OF THE NORTHEAST STEEL PLATFORM
 CX0198'SUPPORT, SET IN A DRILLHOLE IN THE CONCRETE FOOTING OF THE ASTRODOME
 CX0198'PILLAR AND IT IS ABOUT 0.3 FEET BELOW THE SURFACE OF THE GROUND AND IS
 CX0198'ABOUT 0.5 FOOT LOWER IN ELEVATION THAN THE STATION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY1070 ***********************************************************************
 CY1070  DESIGNATION -  BSTBW 1
 CY1070  PID         -  CY1070
 CY1070  STATE/COUNTY-  NM/GRANT
 CY1070  USGS QUAD   -  MANGAS SPRINGS (1990)
 CY1070
 CY1070                         *CURRENT SURVEY CONTROL
 CY1070  ___________________________________________________________________
 CY1070* NAD 83(1992)-  32 47 06.13591(N)    108 30 26.69560(W)     ADJUSTED  
 CY1070* NAVD 88     -      1711.     (meters)    5614.     (feet)  SCALED    
 CY1070  ___________________________________________________________________
 CY1070  LAPLACE CORR-           1.75  (seconds)                    DEFLEC99
 CY1070  GEOID HEIGHT-         -24.44  (meters)                     GEOID03
 CY1070
 CY1070  HORZ ORDER  -  THIRD
 CY1070
 CY1070.The horizontal coordinates were established by classical geodetic methods
 CY1070.and adjusted by the National Geodetic Survey in December 1993..
 CY1070
 CY1070.The orthometric height was scaled from a topographic map.
 CY1070
 CY1070.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY1070
 CY1070.The geoid height was determined by GEOID03.
 CY1070
 CY1070;                    North         East     Units Scale Factor Converg.
 CY1070;SPC NM W     -   198,118.499   766,857.199   MT  0.99996581   -0 21 54.1
 CY1070;SPC NM W     -   649,993.78  2,515,930.66   sFT  0.99996581   -0 21 54.1
 CY1070;UTM  12      - 3,630,207.235   733,440.553   MT  1.00027200   +1 21 01.1
 CY1070
 CY1070!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY1070!SPC NM W     -   0.99973529  x   0.99996581  =   0.99970111
 CY1070!UTM  12      -   0.99973529  x   1.00027200  =   1.00000722
 CY1070
 CY1070:                Primary Azimuth Mark                     Grid Az
 CY1070:SPC NM W     -  BULLARD                                  199 07 53.3
 CY1070:UTM  12      -  BULLARD                                  197 24 58.1
 CY1070
 CY1070|---------------------------------------------------------------------|
 CY1070| PID    Reference Object                     Distance      Geod. Az  |
 CY1070|                                                           dddmmss.s |
 CY1070| CY1074 BULLARD                             APPROX. 8.9 KM 1984559.2 |
 CY1070|---------------------------------------------------------------------|
 CY1070
 CY1070                          SUPERSEDED SURVEY CONTROL
 CY1070
 CY1070  NAD 83(1992)-  32 47 06.13517(N)    108 30 26.69460(W) AD(       ) 3
 CY1070  NAD 83(1986)-  32 47 06.13249(N)    108 30 26.69380(W) AD(       ) 3
 CY1070  NAD 27      -  32 47 05.86581(N)    108 30 24.51130(W) AD(       ) 3
 CY1070
 CY1070.Superseded values are not recommended for survey control.
 CY1070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1070.See file dsdata.txt to determine how the superseded data were derived.
 CY1070
 CY1070_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYB3344130207(NAD 83)
 CY1070_MARKER: DD = SURVEY DISK
 CY1070_SETTING: 66 = SET IN ROCK OUTCROP
 CY1070_SP_SET: SET IN ROCK OUTCROP
 CY1070_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CY1070+STABILITY: POSITION/ELEVATION WELL
 CY1070
 CY1070  HISTORY     - Date     Condition        Report By
 CY1070  HISTORY     - 1948     MONUMENTED       USGS
 CY1070
 CY1070                          STATION DESCRIPTION
 CY1070
 CY1070'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 CY1070'LOCATED ABOUT 13.5 MI. (AIRLINE) W. OF SILVER CITY, NEW MEXICO, ON
 CY1070'SUMMIT OF SHORT E-W. RIDGE, ON N. SIDE OF SADDLE ROCK CANYON, AT
 CY1070'FORK OF SADDLE ROCK AND BLACKHAWK CANYONS.
 CY1070'
 CY1070'TO REACH STATION FROM GRANT COUNTY COURTHOUSE, SILVER CITY, NEW
 CY1070'MEXICO, GO ONE BLOCK N. TO U.S. HIGHWAY 260, TURN W. AND PROCEED
 CY1070'ALONG U.S. HIGHWAY 260 FOR 14.5 MI. (0.55 MI. NW. OF JUNCTION OF
 CY1070'U.S. HIGHWAY 260 AND DIRT RD. TO TYRONE, NEW MEXICO) TO DIRT RD.
 CY1070'BEARING W., TURN W. ON DIRT RD. AND PROCEED FOR 0.25 MI. (ACROSS
 CY1070'DEEP SAND WASH), THENCE N. FOR 0.75 MI., THENCE W. UP SADDLE ROCK
 CY1070'CANYON FOR 1.4 MI. TO WINDMILL AND POLE CORRAL.  FROM THIS POINT
 CY1070'WALK NW. 0.8 MI. TO HIGHEST POINT ON SECOND RIDGE N. OF SADDLE
 CY1070'ROCK CANYON.  STATION IS ON HIGHEST PART OF RIDGE IN SMALL NATURAL
 CY1070'CLEARING.
 CY1070'
 CY1070'STATION MARK--STANDARD TABLET, STAMPED ---BSTBW 1 1948---, AND SET
 CY1070'IN ROCK OUTCROP, 3.0 FT. IN DIAMETER AND 0.7 FT. ABOVE GROUND.
 CY1070'
 CY1070'REFERENCE MARK NO. 1--ARROW CHISELED ON ROCK OUTCROP, 18.61 FT.
 CY1070'FROM STATION, S 34 DEG 37 MIN E.
 CY1070'
 CY1070'REFERENCE MARK NO. 2--ARROW CHISELED ON ROCK OUTCROP, 24.01 FT.
 CY1070'FROM STATION, S 70 DEG 42 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0967 ***********************************************************************
 CY0967  DESIGNATION -  BSTBW 2
 CY0967  PID         -  CY0967
 CY0967  STATE/COUNTY-  NM/GRANT
 CY0967  USGS QUAD   -  CIRCLE MESA (1992)
 CY0967
 CY0967                         *CURRENT SURVEY CONTROL
 CY0967  ___________________________________________________________________
 CY0967* NAD 83(1992)-  32 49 42.94280(N)    108 29 33.40702(W)     ADJUSTED  
 CY0967* NAVD 88     -      1473.     (meters)    4833.     (feet)  SCALED    
 CY0967  ___________________________________________________________________
 CY0967  LAPLACE CORR-           4.31  (seconds)                    DEFLEC99
 CY0967  GEOID HEIGHT-         -24.41  (meters)                     GEOID03
 CY0967
 CY0967  HORZ ORDER  -  THIRD
 CY0967
 CY0967.The horizontal coordinates were established by classical geodetic methods
 CY0967.and adjusted by the National Geodetic Survey in December 1993..
 CY0967
 CY0967.The orthometric height was scaled from a topographic map.
 CY0967
 CY0967.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY0967
 CY0967.The geoid height was determined by GEOID03.
 CY0967
 CY0967;                    North         East     Units Scale Factor Converg.
 CY0967;SPC NM W     -   202,940.060   768,273.913   MT  0.99996363   -0 21 26.7
 CY0967;SPC NM W     -   665,812.51  2,520,578.66   sFT  0.99996363   -0 21 26.7
 CY0967;UTM  12      - 3,635,070.578   734,712.614   MT  1.00027933   +1 21 35.8
 CY0967
 CY0967!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY0967!SPC NM W     -   0.99977264  x   0.99996363  =   0.99973628
 CY0967!UTM  12      -   0.99977264  x   1.00027933  =   1.00005190
 CY0967
 CY0967:                Primary Azimuth Mark                     Grid Az
 CY0967:SPC NM W     -  BEAR 2                                   086 42 34.8
 CY0967:UTM  12      -  BEAR 2                                   084 59 32.3
 CY0967
 CY0967|---------------------------------------------------------------------|
 CY0967| PID    Reference Object                     Distance      Geod. Az  |
 CY0967|                                                           dddmmss.s |
 CY0967| CY0966 BEAR 2                              APPROX.12.6 KM 0862108.1 |
 CY0967|---------------------------------------------------------------------|
 CY0967
 CY0967                          SUPERSEDED SURVEY CONTROL
 CY0967
 CY0967  NAD 83(1992)-  32 49 42.94222(N)    108 29 33.40581(W) AD(       ) 3
 CY0967  NAD 83(1986)-  32 49 42.93949(N)    108 29 33.40517(W) AD(       ) 3
 CY0967  NAD 27      -  32 49 42.67605(N)    108 29 31.22427(W) AD(       ) 3
 CY0967
 CY0967.Superseded values are not recommended for survey control.
 CY0967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0967.See file dsdata.txt to determine how the superseded data were derived.
 CY0967
 CY0967_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYB3471335071(NAD 83)
 CY0967_MARKER: DD = SURVEY DISK
 CY0967_SETTING: 80 = SET IN A BOULDER
 CY0967_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0967+STABILITY: SURFACE MOTION
 CY0967
 CY0967  HISTORY     - Date     Condition        Report By
 CY0967  HISTORY     - 1948     MONUMENTED       USGS
 CY0967
 CY0967                          STATION DESCRIPTION
 CY0967
 CY0967'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 CY0967'LOCATED ABOUT 4.5 MI. N. AND 12.5 MI. W. OF SILVER CITY, NEW MEXICO,
 CY0967'ON TOP OF PROMINENT RAISE ON A LONG E-W. RIDGE.
 CY0967'
 CY0967'TO REACH FROM GILA POST OFFICE, GRANT COUNTY, NEW MEXICO, GO S. 12.35
 CY0967'MI. ON U.S. HIGHWAY 260 (1.15 MI. S. OF MANGAS SPRINGS STATION) TO
 CY0967'SAND DRAW ON LEFT (E.) AND METAL WINDMILL, THENCE E. UP SAND DRAW 0.6
 CY0967'MI.  STATION IS ABOUT 500 FT. S. OF HIGH POINT OF RAISE ON E-W. RIDGE.
 CY0967'
 CY0967'STATION MARK--STANDARD TABLET, SET IN BURIED BOULDER FLUSH WITH
 CY0967'GROUND, AND STAMPED ---BSTBW 2 1948---.
 CY0967'
 CY0967'REFERENCE MARK NO. 1--CHISELED ARROW ON EMBEDDED BOULDER 101.21 FT.
 CY0967'FROM STATION, S 81 DEG 42 MIN E.
 CY0967'
 CY0967'REFERENCE MARK NO. 2--CHISELED ARROW ON EMBEDDED BOULDER 41.93 FT.
 CY0967'FROM STATION, N 21 DEG 42 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY1069 ***********************************************************************
 CY1069  DESIGNATION -  BTBW 1
 CY1069  PID         -  CY1069
 CY1069  STATE/COUNTY-  NM/GRANT
 CY1069  USGS QUAD   -  CLIFF (1990)
 CY1069
 CY1069                         *CURRENT SURVEY CONTROL
 CY1069  ___________________________________________________________________
 CY1069* NAD 83(1992)-  32 52 40.04100(N)    108 30 27.10824(W)     ADJUSTED  
 CY1069* NAVD 88     -      2607.5    (meters)    8555.     (feet)  VERTCON   
 CY1069  ___________________________________________________________________
 CY1069  LAPLACE CORR-           5.66  (seconds)                    DEFLEC99
 CY1069  GEOID HEIGHT-         -24.40  (meters)                     GEOID03
 CY1069
 CY1069  HORZ ORDER  -  THIRD
 CY1069
 CY1069.The horizontal coordinates were established by classical geodetic methods
 CY1069.and adjusted by the National Geodetic Survey in December 1993..
 CY1069
 CY1069.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY1069.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY1069
 CY1069.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY1069
 CY1069.The geoid height was determined by GEOID03.
 CY1069
 CY1069;                    North         East     Units Scale Factor Converg.
 CY1069;SPC NM W     -   208,404.273   766,912.084   MT  0.99996573   -0 21 57.6
 CY1069;SPC NM W     -   683,739.69  2,516,110.73   sFT  0.99996573   -0 21 57.6
 CY1069;UTM  12      - 3,640,493.175   733,187.058   MT  1.00027052   +1 21 13.1
 CY1069
 CY1069!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY1069!SPC NM W     -   0.99959462  x   0.99996573  =   0.99956036
 CY1069!UTM  12      -   0.99959462  x   1.00027052  =   0.99986503
 CY1069
 CY1069:                Primary Azimuth Mark                     Grid Az
 CY1069:SPC NM W     -  TELEPHONE                                359 42 45.7
 CY1069:UTM  12      -  TELEPHONE                                357 59 35.0
 CY1069
 CY1069|---------------------------------------------------------------------|
 CY1069| PID    Reference Object                     Distance      Geod. Az  |
 CY1069|                                                           dddmmss.s |
 CY1069| CY1068 TELEPHONE                           APPROX. 8.2 KM 3592048.1 |
 CY1069|---------------------------------------------------------------------|
 CY1069
 CY1069                          SUPERSEDED SURVEY CONTROL
 CY1069
 CY1069  NAD 83(1992)-  32 52 40.04052(N)    108 30 27.10722(W) AD(       ) 3
 CY1069  NAD 83(1986)-  32 52 40.03758(N)    108 30 27.10693(W) AD(       ) 3
 CY1069  NAD 27      -  32 52 39.77986(N)    108 30 24.92308(W) AD(       ) 3
 CY1069  NGVD 29 (07/19/86) 2606.6    (m)         8552.     (f) VERT ANG       
 CY1069
 CY1069.Superseded values are not recommended for survey control.
 CY1069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1069.See file dsdata.txt to determine how the superseded data were derived.
 CY1069
 CY1069_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYB3318740493(NAD 83)
 CY1069_MARKER: DD = SURVEY DISK
 CY1069_SETTING: 80 = SET IN A BOULDER
 CY1069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY1069+STABILITY: SURFACE MOTION
 CY1069
 CY1069  HISTORY     - Date     Condition        Report By
 CY1069  HISTORY     - 1948     MONUMENTED       USGS
 CY1069
 CY1069                          STATION DESCRIPTION
 CY1069
 CY1069'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 CY1069'LOCATED ABOUT 13.5 MI. W. AND 8.0 MI. N. (AIRLINE) FROM SILVER CITY,
 CY1069'NEW MEXICO, IN SW. 1/4 OF SEC. 28, T 16 S, R 16 W.
 CY1069'
 CY1069'TO REACH FROM GILA POST OFFICE, GRANT COUNTY, NEW MEXICO, TRAVEL S.
 CY1069'8.5 MI. ALONG U.S. HIGHWAY 260 TO ALLISON RANCH ROAD ON LEFT, THENCE
 CY1069'LEFT (E.) 0.8 MI. TO TOP OF LOW RIDGE.  STATION IS 86 FT. N. OF RD.
 CY1069'AND 909 FT. E-NE. FROM CORNER OF SECTIONS 29, 28, 32, 33, T 16 S,
 CY1069'R 16 W.
 CY1069'
 CY1069'STATION MARK--STANDARD TABLET, SET IN EMBEDDED BOULDER FLUSH WITH
 CY1069'GROUND, AND STAMPED ---BTBW 1 1948---.
 CY1069'
 CY1069'REFERENCE MARK NO. 1--STANDARD G.L.O. SECTION MARKER, STAMPED ---SEC.
 CY1069'29, 28, 32, 33, T 16 S, R 16 W---, 909.13 FT. FROM STATION,
 CY1069'N 87 DEG 14 MIN E.
 CY1069'
 CY1069'REFERENCE MARK NO. 2--CHISELED ARROW ON EMBEDDED ROCK, 67.88 FT.
 CY1069'FROM STATION, N 07 DEG 53 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ1097 ***********************************************************************
 EQ1097  DESIGNATION -  BTLIBB 1
 EQ1097  PID         -  EQ1097
 EQ1097  STATE/COUNTY-  NM/VALENCIA
 EQ1097  USGS QUAD   -  LOS LUNAS (1991)
 EQ1097
 EQ1097                         *CURRENT SURVEY CONTROL
 EQ1097  ___________________________________________________________________
 EQ1097* NAD 83(1992)-  34 52 06.29651(N)    106 38 34.35591(W)     ADJUSTED  
 EQ1097* NAVD 88     -      1578.     (meters)    5177.     (feet)  SCALED    
 EQ1097  ___________________________________________________________________
 EQ1097  LAPLACE CORR-           7.39  (seconds)                    DEFLEC99
 EQ1097  GEOID HEIGHT-         -21.44  (meters)                     GEOID03
 EQ1097
 EQ1097  HORZ ORDER  -  THIRD
 EQ1097
 EQ1097.The horizontal coordinates were established by classical geodetic methods
 EQ1097.and adjusted by the National Geodetic Survey in December 1993..
 EQ1097
 EQ1097.The orthometric height was scaled from a topographic map.
 EQ1097
 EQ1097.The Laplace correction was computed from DEFLEC99 derived deflections.
 EQ1097
 EQ1097.The geoid height was determined by GEOID03.
 EQ1097
 EQ1097;                    North         East     Units Scale Factor Converg.
 EQ1097;SPC NM C     -   429,048.200   464,081.185   MT  0.99991590   -0 13 28.6
 EQ1097;SPC NM C     - 1,407,635.64  1,522,573.02   sFT  0.99991590   -0 13 28.6
 EQ1097;SPC NM W     -   429,631.431   938,841.961   MT  1.00006263   +0 40 50.3
 EQ1097;SPC NM W     - 1,409,549.12  3,080,184.00   sFT  1.00006263   +0 40 50.3
 EQ1097;UTM  13      - 3,859,681.990   349,838.007   MT  0.99987791   -0 56 21.8
 EQ1097
 EQ1097!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EQ1097!SPC NM C     -   0.99975576  x   0.99991590  =   0.99967168
 EQ1097!SPC NM W     -   0.99975576  x   1.00006263  =   0.99981838
 EQ1097!UTM  13      -   0.99975576  x   0.99987791  =   0.99963370
 EQ1097
 EQ1097                          SUPERSEDED SURVEY CONTROL
 EQ1097
 EQ1097  NAD 83(1992)-  34 52 06.30386(N)    106 38 34.35966(W) AD(       ) 3
 EQ1097
 EQ1097.Superseded values are not recommended for survey control.
 EQ1097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ1097.See file dsdata.txt to determine how the superseded data were derived.
 EQ1097
 EQ1097_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU4983859682(NAD 83)
 EQ1097_MARKER: DS = TRIANGULATION STATION DISK
 EQ1097_SETTING: 0 = UNSPECIFIED SETTING
 EQ1097_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EQ1097
 EQ1097  HISTORY     - Date     Condition        Report By
 EQ1097  HISTORY     - 1950     MONUMENTED       USGS
 EQ1097
 EQ1097                          STATION DESCRIPTION
 EQ1097
 EQ1097'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 EQ1097'STATION LOCATED 5 MI. SE. OF ISLETA AND 7 MI. NE. OF LOS LUNAS.  IT
 EQ1097'IS ON THE N. TIP OF SANDY MESA, ABOUT 0.5 MI. S. OF SE. CORNER
 EQ1097'SEC. 32, T 8 N, R 3 E.
 EQ1097'
 EQ1097'TO REACH STATION FROM THE PERALTA GENERAL STORE, GO N. ON STATE
 EQ1097'HIGHWAY 47 FOR 2.3 MI. TO T-JUNCTION (WINDMILL ON NE. CORNER OF
 EQ1097'T-JUNCTION), TURN RIGHT (E.) AND CONTINUE 0.4 MI. TO CANAL, CONTINUE
 EQ1097'E. FOR 0.5 MI. TO ANOTHER CANAL, CONTINUE 0.25 MI. TO T-RD., TURN
 EQ1097'LEFT (N.), CONTINUE 0.55 MI. TO Y-JUNCTION, TAKE LEFT RD. HEADING NE.
 EQ1097'FOR 0.05 MI. TO T-JUNCTION, TURN RIGHT (E.) AND CONTINUE FOR 0.1 MI.
 EQ1097'TO Y-JUNCTION, TAKE LEFT FORK (NE.) AND CONTINUE ON WELL TRAVELED RD.
 EQ1097'FOLLOWING DRAIN FOR 1.6 MI. TO CROSSROAD, TURN RIGHT (SW.) AND
 EQ1097'CONTINUE FOR 0.9 MI. ON DIM TRACK RD., STATION IS 0.3 MI. FROM RD.
 EQ1097'CROSS COUNTRY.  IT IS ON TIP OF SANDY MESA OVER-LOOKING SURROUNDING
 EQ1097'COUNTRY.
 EQ1097'
 EQ1097'STATION MARK--STANDARD TABLET IN CONCRETE POST, PROJECTING 0.8 FT.
 EQ1097'ABOVE GROUND, STAMPED---BTLIBB-1 1950 5165---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0900 ***********************************************************************
 DR0900  DESIGNATION -  BUCHANAN
 DR0900  PID         -  DR0900
 DR0900  STATE/COUNTY-  NM/CHAVES
 DR0900  USGS QUAD   -  LUCKY LAKE (1988)
 DR0900
 DR0900                         *CURRENT SURVEY CONTROL
 DR0900  ___________________________________________________________________
 DR0900* NAD 83(1992)-  33 13 44.12426(N)    104 50 33.86533(W)     ADJUSTED  
 DR0900* NAVD 88     -      1378.3    (meters)    4522.     (feet)  VERTCON   
 DR0900  ___________________________________________________________________
 DR0900  LAPLACE CORR-          -4.74  (seconds)                    DEFLEC99
 DR0900  GEOID HEIGHT-         -22.38  (meters)                     GEOID03
 DR0900
 DR0900  HORZ ORDER  -  SECOND
 DR0900
 DR0900.The horizontal coordinates were established by classical geodetic methods
 DR0900.and adjusted by the National Geodetic Survey in December 1993..
 DR0900
 DR0900.The NAVD 88 height was computed by applying the VERTCON shift value to
 DR0900.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DR0900
 DR0900.The Laplace correction was computed from DEFLEC99 derived deflections.
 DR0900
 DR0900.The geoid height was determined by GEOID03.
 DR0900
 DR0900;                    North         East     Units Scale Factor Converg.
 DR0900;SPC NM E     -   247,256.003   117,521.659   MT  0.99993687   -0 16 45.0
 DR0900;SPC NM E     -   811,205.74    385,568.98   sFT  0.99993687   -0 16 45.0
 DR0900;SPC NM C     -   248,020.891   631,164.454   MT  1.00011205   +0 46 16.6
 DR0900;SPC NM C     -   813,715.21  2,070,745.38   sFT  1.00011205   +0 46 16.6
 DR0900;UTM  13      - 3,676,676.900   514,652.492   MT  0.99960265   +0 05 10.2
 DR0900
 DR0900!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR0900!SPC NM E     -   0.99978717  x   0.99993687  =   0.99972405
 DR0900!SPC NM C     -   0.99978717  x   1.00011205  =   0.99989920
 DR0900!UTM  13      -   0.99978717  x   0.99960265  =   0.99938990
 DR0900
 DR0900|---------------------------------------------------------------------|
 DR0900| PID    Reference Object                     Distance      Geod. Az  |
 DR0900|                                                           dddmmss.s |
 DR0900| CJ6737 BUCHANAN RM 1                         6.024 METERS 00126     |
 DR0900| CJ6736 BUCHANAN AZ MK                                     0513041.9 |
 DR0900| CJ9324 WINDMILL AT RANCH                                  0564751.5 |
 DR0900| CJ6738 BUCHANAN RM 2                        11.165 METERS 08747     |
 DR0900| CJ9323 WINDMILL                                           1625303.5 |
 DR0900|---------------------------------------------------------------------|
 DR0900
 DR0900                          SUPERSEDED SURVEY CONTROL
 DR0900
 DR0900  NAD 83(1986)-  33 13 44.12887(N)    104 50 33.85924(W) AD(       ) 2
 DR0900  NAD 27      -  33 13 43.76200(N)    104 50 31.95000(W) AD(       ) 2
 DR0900  NGVD 29 (12/31/91) 1377.7    (m)         4520.     (f) VERT ANG       
 DR0900
 DR0900.Superseded values are not recommended for survey control.
 DR0900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0900.See file dsdata.txt to determine how the superseded data were derived.
 DR0900
 DR0900_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES1465276677(NAD 83)
 DR0900_MARKER: DS = TRIANGULATION STATION DISK
 DR0900_SETTING: 66 = SET IN ROCK OUTCROP
 DR0900_SP_SET: SET IN ROCK OUTCROP
 DR0900_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DR0900+STABILITY: POSITION/ELEVATION WELL
 DR0900
 DR0900  HISTORY     - Date     Condition        Report By
 DR0900  HISTORY     - 1943     MONUMENTED       CGS
 DR0900  HISTORY     - 1960     GOOD             USGS
 DR0900
 DR0900                          STATION DESCRIPTION
 DR0900
 DR0900'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (EHB)
 DR0900'THE STATION IS LOCATED ON THE HIGHEST POINT OF A DIVIDE ABOUT
 DR0900'22 MILES AIRLINE SW OF ROSWELL AND ABOUT 2-1/2 MILES SW OF THE
 DR0900'BUCHANAN RANCH BUILDINGS.
 DR0900'
 DR0900'STATION MARK IS A BRONZE STATION DISK WEDGED IN A DRILL HOLE IN
 DR0900'OUTCROPPING BEDROCK FLUSH WITH GROUND.  STAMPED BUCHANAN 1943.
 DR0900'
 DR0900'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK WEDGED IN A DRILL HOLE
 DR0900'IN OUTCROPPING BEDROCK FLUSH WITH GROUND, AND ABOUT 6 INCHES LOWER
 DR0900'THAN THE STATION.  STAMPED BUCHANAN NO 1 1943.
 DR0900'
 DR0900'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK WEDGED IN A DRILL
 DR0900'HOLE IN OUTCROPPING BEDROCK FLUSH WITH GROUND.  STAMPED BUCHANAN
 DR0900'NO 2 1943.
 DR0900'
 DR0900'AZIMUTH MARK IS ABOUT 0.7 MILE NE OF THE STATION ON THE
 DR0900'CREST OF A LOW RIDGE, ABOUT 30 FEET S OF TRACK ROAD, AND ABOUT
 DR0900'3 FEET N OF A SMALL ROCK CAIRN.  IT IS A BRONZE AZIMUTH-MARK
 DR0900'DISK WEDGED IN A DRILL HOLE IN OUTCROPPING BEDROCK FLUSH WITH
 DR0900'GROUND.  STAMPED BUCHANAN 1943.
 DR0900'
 DR0900'TO REACH FROM THE INTERSECTION OF MAIN STREET AND U.S. HIGHWAY
 DR0900'70 IN ROSWELL, GO W ON HIGHWAY 70 FOR 18.9 MILES TO ROAD LEFT
 DR0900'THROUGH CATTLE GUARD.  TURN LEFT AND FOLLOW GRADED ROAD S TO
 DR0900'FORKS JUST BEFORE REACHING RANCHHOUSE.  TAKE RIGHT FORK 0.3
 DR0900'MILE TO A BRIDGE.  CROSS BRIDGE AND CONTINUE 0.5 MILE TO T-ROAD
 DR0900'RIGHT.  TURN RIGHT AND FOLLOW MAIN TRAVELED ROAD 1.75 MILES TO
 DR0900'FORKS.  TAKE RIGHT FORK 0.1 MILE TO GATE.  PASS THROUGH GATE
 DR0900'AND CONTINUE ON BLADED ROAD 3.8 MILES TO GATE.  PASS THROUGH
 DR0900'GATE AND FOLLOW MAIN-TRAVELED ROAD 2.4 MILES TO THE BUCHANAN
 DR0900'RANCH.  PASS BETWEEN HOUSE AND WINDMILL, THEN CIRCLE TO RIGHT
 DR0900'OF CORRALS TO N-S FENCE.  FOLLOW ALONG W SIDE OF FENCE 0.15
 DR0900'MILE TO WIRE GATE.  PASS THROUGH GATE AND FOLLOW DIM
 DR0900'TRACK ROAD SW 2.5 MILES TO TOP OF DIVIDE.  THENCE RIGHT ABOUT 100
 DR0900'YARDS TO THE STATION ON THE HIGHEST POINT IN THE IMMEDIATE
 DR0900'VICINITY.
 DR0900'
 DR0900'A 4-FOOT WOOD STAND WAS USED FOR OBSERVATIONS.
 DR0900'
 DR0900'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 DR0900
 DR0900                          STATION RECOVERY (1960)
 DR0900
 DR0900'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 DR0900'DESCRIPTION AND POSITION LISTED IN NGS QUAD 33104-3, STATION 1013.
 DR0900'
 DR0900'FOLLOWING DESCRIPTION BY USGS, 1955
 DR0900'
 DR0900'STATION IS LOCATED 18 MI. W. AND 13 MI. S. OF ROSWELL, CHAVES COUNTY,
 DR0900'NEW MEXICO, IN SEC. 34, T 12 S, R 21 E, N.M.P.M.  APPROXIMATELY 2.5
 DR0900'MI. SW. OF A RANCH BUILDING KNOWN AS --BUCHANAN HOUSE-- ON THE TOM
 DR0900'WHITE MM RANCH.  STATION IS ON THE HIGHEST POINT ON A NE-SW.
 DR0900'ESCARPMENT.
 DR0900'
 DR0900'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAY 380 AND MAIN STREET
 DR0900'IN ROSWELL, PROCEED W. ON HIGHWAY 380 FOR 20.7 MI. TO JUNCTION OF
 DR0900'HIGHWAY WITH A BLADED RD. S. THROUGH A --BUMP-- GATE.  TURN S. AND
 DR0900'PASS THROUGH GATE AND FOLLOW MAIN RD. THROUGH THE DIAMOND A RANCH
 DR0900'HEADQUARTERS ACROSS THE HONDO RIVER AND CONTINUE ON MAIN RD. TO THE N.
 DR0900'OF THE MM RANCH HEADQUARTERS FOR APPROXIMATELY 0.5 MI. TO TOP OF HILL
 DR0900'AND LARGE METAL TANK.  TURN S. PASS THROUGH GATE AND FOLLOW MAIN RD.
 DR0900'SE., S. AND SW. FOR 6.0 MI. TO BUCHANAN HOUSE.  PASS JUST TO E. OF
 DR0900'LARGE CONCRETE TANK AND GO S. THROUGH W. EDGE OF CORRALS THROUGH
 DR0900'SECOND GATE, PASS END OF FENCE AND TURN SW. ALONG VERY DIM TRACK RD.
 DR0900'FOR 2.5 MI. TO DIVIDE AND STATION.
 DR0900'
 DR0900'RECOVERED BY USGS IN 1960.
 DR0900'
 DR0900'STATION MARK--A STANDARD USC AND GS TABLET STAMPED---BUCHANAN--- AND
 DR0900'CEMENTED IN LIMESTONE OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0400 ***********************************************************************
 DR0400  DESIGNATION -  BUCK
 DR0400  PID         -  DR0400
 DR0400  STATE/COUNTY-  NM/CHAVES
 DR0400  USGS QUAD   -  PANTHER HILL (1982)
 DR0400
 DR0400                         *CURRENT SURVEY CONTROL
 DR0400  ___________________________________________________________________
 DR0400* NAD 83(1992)-  33 31 46.70181(N)    104 31 50.29700(W)     ADJUSTED  
 DR0400* NAVD 88     -      1137.545  (meters)    3732.10   (feet)  ADJUSTED  
 DR0400  ___________________________________________________________________
 DR0400  LAPLACE CORR-          -1.61  (seconds)                    DEFLEC99
 DR0400  GEOID HEIGHT-         -23.23  (meters)                     GEOID03
 DR0400  DYNAMIC HT  -        1136.000 (meters)    3727.03  (feet)  COMP
 DR0400  MODELED GRAV-     979,239.7   (mgal)                       NAVD 88
 DR0400
 DR0400  HORZ ORDER  -  FIRST
 DR0400  VERT ORDER  -  SECOND    CLASS 0
 DR0400
 DR0400.The horizontal coordinates were established by classical geodetic methods
 DR0400.and adjusted by the National Geodetic Survey in December 1993..
 DR0400
 DR0400.The orthometric height was determined by differential leveling
 DR0400.and adjusted by the National Geodetic Survey in June 1991..
 DR0400
 DR0400.The Laplace correction was computed from DEFLEC99 derived deflections.
 DR0400
 DR0400.The geoid height was determined by GEOID03.
 DR0400
 DR0400.The dynamic height is computed by dividing the NAVD 88
 DR0400.geopotential number by the normal gravity value computed on the
 DR0400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0400.degrees latitude (g = 980.6199 gals.).
 DR0400
 DR0400.The modeled gravity was interpolated from observed gravity values.
 DR0400
 DR0400;                    North         East     Units Scale Factor Converg.
 DR0400;SPC NM E     -   280,507.519   146,673.846   MT  0.99991323   -0 06 32.3
 DR0400;SPC NM E     -   920,298.42    481,212.44   sFT  0.99991323   -0 06 32.3
 DR0400;UTM  13      - 3,710,103.924   543,582.188   MT  0.99962342   +0 15 33.4
 DR0400
 DR0400!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR0400!SPC NM E     -   0.99982509  x   0.99991323  =   0.99973834
 DR0400!UTM  13      -   0.99982509  x   0.99962342  =   0.99944858
 DR0400
 DR0400:                Primary Azimuth Mark                     Grid Az
 DR0400:SPC NM E     -  BUCK AZ MK RESET                         105 39 30.9
 DR0400:UTM  13      -  BUCK AZ MK RESET                         105 17 25.2
 DR0400
 DR0400|---------------------------------------------------------------------|
 DR0400| PID    Reference Object                     Distance      Geod. Az  |
 DR0400|                                                           dddmmss.s |
 DR0400| DR0398 BUCK AZ MK RESET                                   1053258.6 |
 DR0400| CJ6739 BUCK AZ MK                                         1081447.0 |
 DR0400| DR0875 ROSWELL COURTHOUSE DOME             APPROX.14.7 KM 1765015.2 |
 DR0400| DR0877 ROSWELL MILITARY INST FLAGPOLE      APPROX.13.3 KM 1773001.8 |
 DR0400| DR0399 BUCK RM 1                            28.732 METERS 17929     |
 DR0400| DR0401 BUCK RM 2                            24.445 METERS 26624     |
 DR0400|---------------------------------------------------------------------|
 DR0400
 DR0400                          SUPERSEDED SURVEY CONTROL
 DR0400
 DR0400  NAD 83(1986)-  33 31 46.70626(N)    104 31 50.29274(W) AD(       ) 1
 DR0400  NAD 27      -  33 31 46.36694(N)    104 31 48.40267(W) AD(       ) 1
 DR0400  NGVD 29 (??/??/92) 1137.055  (m)         3730.49   (f) ADJ UNCH    2 0
 DR0400
 DR0400.Superseded values are not recommended for survey control.
 DR0400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0400.See file dsdata.txt to determine how the superseded data were derived.
 DR0400
 DR0400_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SET4358210104(NAD 83)
 DR0400_MARKER: DS = TRIANGULATION STATION DISK
 DR0400_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR0400_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DR0400_STAMPING: BUCK 1935
 DR0400_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR0400+STABILITY: SURFACE MOTION
 DR0400
 DR0400  HISTORY     - Date     Condition        Report By
 DR0400  HISTORY     - 1935     MONUMENTED       CGS
 DR0400  HISTORY     - 1961     GOOD             CGS
 DR0400  HISTORY     - 1961     GOOD             NGS
 DR0400  HISTORY     - 1967     GOOD             USGS
 DR0400
 DR0400                          STATION DESCRIPTION
 DR0400
 DR0400'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 DR0400'ABOUT 8 MILES AIR LINE NORTH OF ROSWELL, LOCATED ON THE HIGHEST
 DR0400'POINT OF SMOOTH HILL, WHICH IS PART OF A LONG RIDGE EXTENDING
 DR0400'NORTH AND SOUTH, 3/4 MILE WEST OF STATE HIGHWAY NO. 2, 1/4
 DR0400'MILE EAST OF A LONE WINDMILL.  TO REACH FROM COURTHOUSE IN
 DR0400'ROSWELL DRIVE NORTH, 3.3 MILES ON U.S. HIGHWAY 79 TO POINT
 DR0400'WHERE PAVED HIGHWAY TURNS NORTHEAST, CONTINUE NORTH ON
 DR0400'GRADED ROAD 5.7 MILES TO A LARGE METAL SIGN ON THE LEFT SIDE
 DR0400'OF THE ROAD ADVERTISING BUCKS PLACE (THE AZIMUTH MARK IS AT
 DR0400'THIS POINT), LEAVE GRADED ROAD HERE AND DRIVE WEST ACROSS
 DR0400'COUNTRY 0.7 MILE TO THE TOP OF THE FIRST HIGH, SMOOTH HILL
 DR0400'AND THE STATION.  THE SURFACE, UNDERGROUND, REFERENCE AND
 DR0400'AZIMUTH MARKS ARE STANDARD DISKS SET IN CONCRETE.
 DR0400'REFERENCE MARK NO. 1 IS 28.735
 DR0400'METERS FROM THE STATION, AND NO.
 DR0400'2 IS 24.426 METERS FROM THE STATION.
 DR0400'THE AZIMUTH MARK IS 40 FEET WEST OF THE CENTER LINE
 DR0400'OF STATE HIGHWAY 2, 5 FEET NORTH OF A LARGE METAL SIGN
 DR0400'ADVERTISING BUCKS PLACE, AND IS 0.7 MILE FROM THE STATION.
 DR0400
 DR0400                          STATION RECOVERY (1961)
 DR0400
 DR0400'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GWM)
 DR0400'LOCATED AIRLINE, ABOUT 12-1/2 MILES WEST-SOUTHWEST OF FRAZIER,
 DR0400'9-1/4 MILES NORTH OF ROSWELL, AND 4 MILES SOUTH OF THE U.S.
 DR0400'HIGHWAY 285 BRIDGE ACROSS SALT CREEK ON A LOW ROUND HUMP,
 DR0400'SPARSELY COVERED WITH GREASEWOOD AND SAGEBRUSH, IN A NORTH-SOUTH
 DR0400'RIDGE.
 DR0400'
 DR0400'TO REACH FROM THE WEST SIDE OF THE COUNTY COURTHOUSE IN ROSWELL
 DR0400'GO NORTH ON U.S. HIGHWAYS 285 AND 70 FOR 5.3 MILES TO A
 DR0400'JUNCTION.  CONTINUE NORTH ON U.S. HIGHWAY 285 FOR 2.3 MILES
 DR0400'TO A CATTLE GUARD AND DIRT ROAD ON THE LEFT JUST BEFORE
 DR0400'REACHING A GAS LINE PUMPING STATION ON THE RIGHT.  TURN LEFT
 DR0400'AND GO WEST 0.3 MILE TO THREE FORKS AT A CONCRETE CISTERN
 DR0400'ON THE RIGHT.  TAKE THE MIDDLE FORK AND CONTINUE WESTERLY 0.05
 DR0400'MILE TO A FORK.  TAKE THE LEFT FORK AND CONTINUE WESTERLY
 DR0400'ON TRACK ROAD 0.65 MILE TO A FORK.  STAY ON THE LEFT FORK
 DR0400'AND CONTINUE WESTERLY 0.15 MILE TO A FORK.  TAKE THE RIGHT
 DR0400'FORK AND GO NORTH UPHILL UNDER THE POWER LINE FOR 0.2 MILE
 DR0400'TO AN ALUMINUM GATE.  PASS THROUGH THE GATE AND CONTINUE
 DR0400'NORTH ALONG THE TOP OF THE RIDGE 0.85 MILE TO A DIM FORK.
 DR0400'TAKE THE RIGHT FORK AND CONTINUE NORTHWARD ON TRACK ROAD
 DR0400'0.15 MILE TO TOP OF HILL AND STATION ON THE LEFT.
 DR0400'
 DR0400'THE STATION MARK, A STANDARD DISK STAMPED BUCK 1935 CEMENTED
 DR0400'IN THE TOP OF A 12-INCH-SQUARE CONCRETE MONUMENT PROJECTING
 DR0400'10 INCHES ABOVE GROUND, WAS FOUND IN GOOD CONDITION.  IT IS
 DR0400'38.6 FEET WEST OF THE CENTER OF A DIM TRACK ROAD AND 3.2
 DR0400'FEET SOUTHEAST OF A METAL WITNESS POST AND SIGN SET AT THIS
 DR0400'TIME.
 DR0400'
 DR0400'REFERENCE MARK NUMBER ONE, A STANDARD DISK STAMPED BUCK
 DR0400'NO 1 1935 CEMENTED IN THE TOP OF A 12-INCH-SQUARE CONCRETE
 DR0400'MONUMENT PROJECTING 10 INCHES ABOVE GROUND, WAS FOUND IN GOOD
 DR0400'CONDITION.  IT IS 17.0 FEET EAST OF THE CENTER OF A DIM TRACK
 DR0400'ROAD, NEAR THE SOUTH EDGE OF THE STATION HILL AT ABOUT THE
 DR0400'SAME ELEVATION AS THE STATION MARK.
 DR0400'
 DR0400'REFERENCE MARK NUMBER TWO, A STANDARD DISK STAMPED BUCK
 DR0400'NO 2 1935 CEMENTED IN THE TOP OF A 12-INCH-SQUARE CONCRETE
 DR0400'MONUMENT PROJECTING 10 INCHES ABOVE GROUND, WAS RECOVERED IN
 DR0400'GOOD CONDITION.  IT IS NEAR THE SOUTHWEST EDGE OF THE STATION
 DR0400'HILL AND ABOUT 18 INCHES LOWER THAN THE STATION.  THE 1935
 DR0400'MEASUREMENT COULD ONLY BE CHECKED TO THE POINT OF THE ARROW
 DR0400'ON THE MARK.  MEASUREMENT SHOWN ABOVE IS TO THE CENTER.
 DR0400'
 DR0400'THE ORIGINAL AZIMUTH MARK WAS FOUND DESTROYED BY ROAD WIDENING.
 DR0400'A NEW AZIMUTH MARK, A STANDARD DISK STAMPED BUCK 1935 RESET
 DR0400'1961 CEMENTED IN THE TOP OF A 12-INCH-SQUARE CONCRETE MONUMENT
 DR0400'PROJECTING 8 INCHES ABOVE GROUND, WAS SET AT THIS TIME.  IT
 DR0400'IS 102.0 FEET WEST OF THE CENTERLINE OF U.S. HIGHWAY 285,
 DR0400'2.5 FEET SOUTH-SOUTHWEST OF A WITNESS POST, 1.8 FEET NORTH
 DR0400'OF THE BASE OF A POWER LINE POLE, AND 1.7 FEET WEST OF THE
 DR0400'WEST RIGHT-OF-WAY FENCE.  TO REACH THE AZIMUTH MARK FROM THE
 DR0400'STATION GO EASTWARD, ACROSS COUNTRY, FOR 0.65 MILE TO THE
 DR0400'POWERLINE ALONG THE HIGHWAY AND THE MARK.
 DR0400'
 DR0400'THE DISTANCE FROM R.M. NO. 1 TO R.M. NO. 2 IS 120.44 FEET,
 DR0400'(36.710 M.).
 DR0400
 DR0400                          STATION RECOVERY (1961)
 DR0400
 DR0400'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 DR0400'9.95 MI N FROM ROSWELL.
 DR0400'7.6 MILES NORTH ALONG U.S. HIGHWAY 285 FROM THE COURTHOUSE AT ROSWELL,
 DR0400'THENCE 1.15 MILES WEST ALONG A TRACK ROAD, THENCE 1.2 MILES NORTH
 DR0400'ALONG A TRACK ROAD, 94.3 FEET NORTH OF R.M. 1, 80.2 FEET EAST OF R.M.
 DR0400'2, 38.6 FEET WEST OF THE CENTER OF DIM TRACK ROAD, 3.2 FEET SOUTHEAST
 DR0400'OF A METAL WITNESS POST WITH SIGN, SET IN TOP OF A SQUARE CONCRETE
 DR0400'POST PROJECTING 10 INCHES ABOVE GROUND.
 DR0400
 DR0400                          STATION RECOVERY (1967)
 DR0400
 DR0400'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967 (JTD)
 DR0400'STATION FOUND AS DESCRIBED.
 DR0400'
 DR0400'STATION MARK--A USC AND GS BRONZE DISK SET IN A CONC. POST
 DR0400'THAT PROJECTS 0.8 FT.  THE TABLET IS STAMPED BUCK 1935.
 DR0400'
 DR0400'REFERENCE MARK NO. 1--A USC AND GS BRONZE R.M. DISK SET IN A
 DR0400'CONC. POST THAT PROJECTS 0.8 FT. AND STAMPED BUCK NO. 1 1935.
 DR0400'
 DR0400'REFERENCE MARK NO. 2--A USC AND GS BRONZE R.M. DISK SET IN
 DR0400'A CONC. POST THAT PROJECTS 0.8 FT. AND STAMPED BUCK NO. 2 1935.
 DR0400'
 DR0400'AZIMUTH MARK WAS NOT SEARCHED FOR.
 DR0400'
 DR0400'SEE USC AND GS LINE 79 FOR SPIRIT LEVEL ELEVATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1661 ***********************************************************************
 FO1661  DESIGNATION -  BUCK
 FO1661  PID         -  FO1661
 FO1661  STATE/COUNTY-  NM/MCKINLEY
 FO1661  USGS QUAD   -  WHITEHORSE (1982)
 FO1661
 FO1661                         *CURRENT SURVEY CONTROL
 FO1661  ___________________________________________________________________
 FO1661* NAD 83(1992)-  35 46 21.55508(N)    107 40 04.60671(W)     ADJUSTED  
 FO1661* NAVD 88     -      2143.13   (+/-2cm)    7031.3    (feet)  VERTCON   
 FO1661  ___________________________________________________________________
 FO1661  LAPLACE CORR-           0.52  (seconds)                    DEFLEC99
 FO1661  GEOID HEIGHT-         -20.82  (meters)                     GEOID03
 FO1661
 FO1661  HORZ ORDER  -  THIRD
 FO1661  VERT ORDER  -  THIRD ? (See Below)
 FO1661
 FO1661.The horizontal coordinates were established by classical geodetic methods
 FO1661.and adjusted by the National Geodetic Survey in December 1993..
 FO1661
 FO1661.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1661.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1661.The vertical order pertains to the NGVD 29 superseded value.
 FO1661
 FO1661.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1661
 FO1661.The geoid height was determined by GEOID03.
 FO1661
 FO1661;                    North         East     Units Scale Factor Converg.
 FO1661;SPC NM W     -   529,311.266   844,953.347   MT  0.99991942   +0 05 48.1
 FO1661;SPC NM W     - 1,736,582.05  2,772,151.11   sFT  0.99991942   +0 05 48.1
 FO1661;UTM  13      - 3,962,016.717   258,828.260   MT  1.00031678   -1 33 37.3
 FO1661
 FO1661!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1661!SPC NM W     -   0.99966701  x   0.99991942  =   0.99958645
 FO1661!UTM  13      -   0.99966701  x   1.00031678  =   0.99998368
 FO1661
 FO1661:                Primary Azimuth Mark                     Grid Az
 FO1661:SPC NM W     -  BUCK AZ MK                               064 31 29.1
 FO1661:UTM  13      -  BUCK AZ MK                               066 10 54.5
 FO1661
 FO1661|---------------------------------------------------------------------|
 FO1661| PID    Reference Object                     Distance      Geod. Az  |
 FO1661|                                                           dddmmss.s |
 FO1661| CD3188 BUCK AZ MK                                         0643717.2 |
 FO1661| CD3189 BUCK RM 1                            11.024 METERS 11112     |
 FO1661| FO1663 CAIRN 10 MILES ESE OF HOSPAH        APPROX.10.2 KM 1333226.0 |
 FO1661| CD3190 BUCK RM 2                            12.810 METERS 28911     |
 FO1661|---------------------------------------------------------------------|
 FO1661
 FO1661                          SUPERSEDED SURVEY CONTROL
 FO1661
 FO1661  NAD 83(1986)-  35 46 21.55396(N)    107 40 04.60949(W) AD(       ) 3
 FO1661  NAD 27      -  35 46 21.47550(N)    107 40 02.41540(W) AD(       ) 3
 FO1661  NGVD 29 (07/19/86) 2142.03   (m)         7027.6    (f) LEVELING    3  
 FO1661
 FO1661.Superseded values are not recommended for survey control.
 FO1661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1661.See file dsdata.txt to determine how the superseded data were derived.
 FO1661
 FO1661_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBV5882862017(NAD 83)
 FO1661_MARKER: DS = TRIANGULATION STATION DISK
 FO1661_SETTING: 66 = SET IN ROCK OUTCROP
 FO1661
 FO1661  HISTORY     - Date     Condition        Report By
 FO1661  HISTORY     - 1958     MONUMENTED       CGS
 FO1661
 FO1661                          STATION DESCRIPTION
 FO1661
 FO1661'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RLE)
 FO1661'THE STATION IS LOCATED ABOUT 13 MILES SOUTH OF PUEBLO PINTADO
 FO1661'AND 5 MILES SOUTHEAST OF WHITE HORSE STORE.  IT IS 9 FEET
 FO1661'NORTH OF THE SOUTH EDGE OF RIDGE, 4 FEET NORTHWEST OF A SMALL
 FO1661'STUMP AND SET ON ABOUT THE HIGHEST POINT OF RIDGE.  THE MARK
 FO1661'IS CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK, WHICH IS
 FO1661'FLUSH WITH THE SURFACE OF THE GROUND AND IS STAMPED BUCK 1958.
 FO1661'
 FO1661'REFERENCE MARK NO. 1 IS 47 FEET WEST OF THE EAST EDGE OF
 FO1661'THE RIDGE, 8 FEET NORTH OF THE SOUTH EDGE OF THE RIDGE AND
 FO1661'SET ABOUT THE SAME ELEVATION AS THE STATION.  THE MARK IS
 FO1661'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK, WHICH IS
 FO1661'FLUSH WITH THE SURFACE OF THE GROUND AND IS STAMPED BUCK NO
 FO1661'1 1958.
 FO1661'
 FO1661'REFERENCE MARK NO. 2 IS 7 FEET NORTH OF THE SOUTH EDGE OF THE
 FO1661'RIDGE, 6 FEET SOUTH OF A SCRUB CEDAR TREE AND SET ABOUT THE
 FO1661'SAME ELEVATION AS THE STATION.  THE MARK IS CEMENTED IN A
 FO1661'DRILL HOLE IN OUTCROPPING BEDROCK, WHICH IS FLUSH WITH THE
 FO1661'SURFACE OF THE GROUND AND IS STAMPED BUCK NO 2 1958.
 FO1661'
 FO1661'THE AZIMUTH MARK IS 6 FEET SOUTH-SOUTHWEST OF A WITNESS POST
 FO1661'AND 6 FEET EAST OF THE WEST EDGE OF A KNOLL.  THE MARK IS
 FO1661'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK, WHICH IS
 FO1661'FLUSH WITH THE SURFACE OF THE GROUND AND IS STAMPED BUCK
 FO1661'1958.
 FO1661'
 FO1661'TO REACH FROM THE WHITE HORSE STORE, GO SOUTH ON A DIRT ROAD
 FO1661'FOR 0.2 MILE TO A FORK, KEEP LEFT FORK FOR 0.1 MILE TO A FORK,
 FO1661'KEEP RIGHT FORK AND GO SOUTHERLY ON MAIN TRAVELED ROAD FOR
 FO1661'5.2 MILE TO A ANGLING CROSSROAD, TURN SHARP LEFT AND GO NORTHEAST
 FO1661'ON A TRACK ROAD FOR 0.6 MILE TO A GATE, PASS THROUGH GATE AND
 FO1661'GO 2.0 MILES TO A FORK, KEEP RIGHT FORK AND GO EASTERLY FOR
 FO1661'3.2 MILES TO A WIRE FENCE LINE AND A DIM TRACK ROAD RIGHT, TURN
 FO1661'RIGHT AND GO SOUTH ALONG WEST SIDE OF FENCE LINE FOR 0.1 MILE
 FO1661'TO FENCE CORNER, CONTINUE SOUTH ON DIM TRACK ROAD FOR 0.6
 FO1661'MILE TO THE *RIDGE CREST, TURN RIGHT AND GO WEST AND SOUTH
 FO1661'FOR 0.35 MILE TO THE HIGHEST POINT AND STATION AS DESCRIBED.
 FO1661'
 FO1661'TO REACH AZIMUTH MARK FROM *RIDGE CREST, TURN LEFT AND GO
 FO1661'EAST 0.1 MILE TO KNOLL AND AZIMUTH AS DESCRIBED.
 FO1661'
 FO1661'HEIGHT OF LIGHT ABOVE STATION MARK 1.53 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0616 ***********************************************************************
 EP0616  DESIGNATION -  BUCK
 EP0616  PID         -  EP0616
 EP0616  STATE/COUNTY-  NM/LINCOLN
 EP0616  USGS QUAD   -  CAMALEON DRAW WEST (1981)
 EP0616
 EP0616                         *CURRENT SURVEY CONTROL
 EP0616  ___________________________________________________________________
 EP0616* NAD 83(1992)-  34 15 35.38826(N)    105 25 35.17124(W)     ADJUSTED  
 EP0616* NAVD 88     -      1902.7    (meters)    6242.     (feet)  VERTCON   
 EP0616  ___________________________________________________________________
 EP0616  LAPLACE CORR-          -5.65  (seconds)                    DEFLEC99
 EP0616  GEOID HEIGHT-         -20.46  (meters)                     GEOID03
 EP0616
 EP0616  HORZ ORDER  -  FIRST
 EP0616
 EP0616.The horizontal coordinates were established by classical geodetic methods
 EP0616.and adjusted by the National Geodetic Survey in December 1993..
 EP0616
 EP0616.The NAVD 88 height was computed by applying the VERTCON shift value to
 EP0616.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EP0616
 EP0616.The Laplace correction was computed from DEFLEC99 derived deflections.
 EP0616
 EP0616.The geoid height was determined by GEOID03.
 EP0616
 EP0616;                    North         East     Units Scale Factor Converg.
 EP0616;SPC NM C     -   361,779.424   575,845.682   MT  0.99997089   +0 27 49.1
 EP0616;SPC NM C     - 1,186,937.99  1,889,253.71   sFT  0.99997089   +0 27 49.1
 EP0616;UTM  13      - 3,791,048.279   460,739.692   MT  0.99961900   -0 14 24.2
 EP0616
 EP0616!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EP0616!SPC NM C     -   0.99970461  x   0.99997089  =   0.99967551
 EP0616!UTM  13      -   0.99970461  x   0.99961900  =   0.99932373
 EP0616
 EP0616|---------------------------------------------------------------------|
 EP0616| PID    Reference Object                     Distance      Geod. Az  |
 EP0616|                                                           dddmmss.s |
 EP0616| CJ6740 BUCK RM 1                            12.103 METERS 15249     |
 EP0616| CJ6742 BUCK RM 3 AZIMUTH                                  1961911.2 |
 EP0616| CJ6741 BUCK RM 2                            11.407 METERS 25650     |
 EP0616|---------------------------------------------------------------------|
 EP0616
 EP0616                          SUPERSEDED SURVEY CONTROL
 EP0616
 EP0616  NAD 83(1986)-  34 15 35.39479(N)    105 25 35.17173(W) AD(       ) 1
 EP0616  NAD 27      -  34 15 35.13236(N)    105 25 33.18581(W) AD(       ) 1
 EP0616  NGVD 29 (07/19/86) 1901.9    (m)         6240.     (f) VERT ANG       
 EP0616
 EP0616.Superseded values are not recommended for survey control.
 EP0616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EP0616.See file dsdata.txt to determine how the superseded data were derived.
 EP0616
 EP0616_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDT6074091048(NAD 83)
 EP0616_MARKER: DS = TRIANGULATION STATION DISK
 EP0616_SETTING: 66 = SET IN ROCK OUTCROP
 EP0616
 EP0616  HISTORY     - Date     Condition        Report By
 EP0616  HISTORY     - 1975     MONUMENTED       NGS
 EP0616
 EP0616                          STATION DESCRIPTION
 EP0616
 EP0616'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (JRS)
 EP0616'THE STATION IS ABOUT 9-1/2 MILES EAST OF CORONA, 75 FEET SOUTH
 EP0616'OF THE COUNTY LINE AND ON PROPERTY OF THE BUCK BRYAN RANCH,
 EP0616'GENERAL DELIVERY, CORONA.
 EP0616'
 EP0616'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 54 AND
 EP0616'STATE HIGHWAY 2 AT THE NORTH EDGE OF CORONA, GO NORTH ON
 EP0616'U.S. HIGHWAY 54 FOR 0.1 MILE TO A FORK.  TAKE THE RIGHT FORK AND
 EP0616'GO NORTHEASTERLY, PASSING UNDER AN OVERPASS, FOR 0.95 MILE TO A
 EP0616'FORK.  TAKE THE RIGHT FORK AND GO EASTERLY ON A GRAVEL ROAD FOR
 EP0616'5.4 MILES TO A CATTLE GUARD, CONTINUE EAST ON THE GRAVEL ROAD
 EP0616'FOR 1.1 MILE TO A SIDE ROAD RIGHT, CONTINUE EAST FOR 0.7 MILE TO
 EP0616'A SIDE ROAD RIGHT, LEADING TO THE BUCK BRYAN RANCH.  CONTINUE
 EP0616'EAST FOR 0.1 MILE TO A GATE, CONTINUE EAST FOR 0.6 MILE TO A
 EP0616'GATE, CONTINUE EAST FOR 0.6 MILE TO ANOTHER GATE, CONTINUE
 EP0616'EAST FOR 0.4 MILE TO A DIM TRACK ROAD RIGHT.  (TO REACH THE
 EP0616'AZIMUTH MARK FROM HERE, TURN RIGHT AND GO SOUTH FOR 0.6 MILE,
 EP0616'JUST BEFORE REACHING THE CREST OF A HILL, TO THE MARK ON THE
 EP0616'LEFT.) CONTINUE EAST FOR 0.15 MILE TO THE CREST OF A HILL AND
 EP0616'THE STATION ON THE RIGHT.
 EP0616'
 EP0616'STATION MARK IS A STANDARD DISK, STAMPED BUCK 1975, CEMENTED
 EP0616'IN A DRILL HOLE IN BEDROCK THAT IS FLUSH WITH THE GROUND.  IT
 EP0616'IS 4.0 FEET SOUTH-SOUTHWEST OF A METAL WITNESS POST, 41.0 FEET
 EP0616'SOUTH OF A POWER LINE POLE AND 73.0 FEET SOUTH OF THE APPROXIMATE
 EP0616'CENTER OF A GRAVEL ROAD.
 EP0616'
 EP0616'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BUCK NO 1 1975,
 EP0616'CEMENTED IN A DRILL HOLE IN BEDROCK THAT IS FLUSH WITH THE
 EP0616'GROUND.  IT IS 40.9 FEET SOUTH-SOUTHEAST OF THE WITNESS POST,
 EP0616'77.7 FEET SOUTH OF THE POWER LINE POLE, 105.0 FEET SOUTH OF THE
 EP0616'GRAVEL ROAD AND IS ABOUT 1 FOOT LOWER THAN THE STATION.
 EP0616'
 EP0616'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BUCK NO 2 1975,
 EP0616'CEMENTED IN A DRILL HOLE IN BEDROCK THAT IS FLUSH WITH THE
 EP0616'GROUND.  IT IS 41.0 FEET WEST OF THE WITNESS POST, 63.7 FEET
 EP0616'SOUTHWEST OF THE POWER LINE POLE, 81.5 FEET SOUTH OF THE GRAVEL
 EP0616'ROAD AND IS ABOUT THE SAME ELEVATION AS THE STATION.
 EP0616'
 EP0616'AZIMUTH MARK IS A STANDARD DISK, STAMPED BUCK NO 3 1975 AZ,
 EP0616'CEMENTED IN A DRILL HOLE IN BEDROCK THAT IS FLUSH WITH THE
 EP0616'GROUND.  IT IS 2.8 FEET NORTHEAST OF A METAL WITNESS POST AND 12
 EP0616'FEET EAST OF THE APPROXIMATE CENTER OF A TRACK ROAD.
 EP0616'
 EP0616'HEIGHT OF LIGHT ABOVE STATION MARK 1.32 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0398 ***********************************************************************
 DR0398  DESIGNATION -  BUCK AZ MK RESET
 DR0398  PID         -  DR0398
 DR0398  STATE/COUNTY-  NM/CHAVES
 DR0398  USGS QUAD   -  PANTHER HILL (1982)
 DR0398
 DR0398                         *CURRENT SURVEY CONTROL
 DR0398  ___________________________________________________________________
 DR0398* NAD 83(1986)-  33 31 37.     (N)    104 31 10.     (W)     SCALED    
 DR0398* NAVD 88     -      1110.847  (meters)    3644.50   (feet)  ADJUSTED  
 DR0398  ___________________________________________________________________
 DR0398  GEOID HEIGHT-         -23.24  (meters)                     GEOID03
 DR0398  DYNAMIC HT  -        1109.339 (meters)    3639.56  (feet)  COMP
 DR0398  MODELED GRAV-     979,241.1   (mgal)                       NAVD 88
 DR0398
 DR0398  VERT ORDER  -  SECOND    CLASS 0
 DR0398
 DR0398.The horizontal coordinates were scaled from a topographic map and have
 DR0398.an estimated accuracy of +/- 6 seconds.
 DR0398
 DR0398.The orthometric height was determined by differential leveling
 DR0398.and adjusted by the National Geodetic Survey in June 1991..
 DR0398
 DR0398.The geoid height was determined by GEOID03.
 DR0398
 DR0398.The dynamic height is computed by dividing the NAVD 88
 DR0398.geopotential number by the normal gravity value computed on the
 DR0398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0398.degrees latitude (g = 980.6199 gals.).
 DR0398
 DR0398.The modeled gravity was interpolated from observed gravity values.
 DR0398
 DR0398;                    North         East    Units  Estimated Accuracy
 DR0398;SPC NM E     -   280,210.      147,710.      MT  (+/- 180 meters Scaled)
 DR0398
 DR0398                          SUPERSEDED SURVEY CONTROL
 DR0398
 DR0398  NGVD 29 (??/??/92) 1110.356  (m)         3642.89   (f) ADJ UNCH    2 0
 DR0398
 DR0398.Superseded values are not recommended for survey control.
 DR0398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0398.See file dsdata.txt to determine how the superseded data were derived.
 DR0398
 DR0398_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SET446098(NAD 83)
 DR0398_MARKER: DZ = AZIMUTH MARK DISK
 DR0398_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR0398_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DR0398_STAMPING: BUCK 1935 RESET 1961
 DR0398_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR0398+STABILITY: SURFACE MOTION
 DR0398
 DR0398  HISTORY     - Date     Condition        Report By
 DR0398  HISTORY     - 1961     MONUMENTED       CGS
 DR0398
 DR0398                          STATION DESCRIPTION
 DR0398
 DR0398'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 DR0398'8.4 MI N FROM ROSWELL.
 DR0398'8.4 MILES NORTH ALONG U.S. HIGHWAY 285 FROM THE COURTHOUSE AT ROSWELL,
 DR0398'102.0 FEET WEST OF CENTERLINE OF HIGHWAY, 2.5 FEET SOUTH OF METAL
 DR0398'WITNESS POST WITH SIGN, 1.8 FEET NORTH OF A POWER POLE, SET IN TOP OF
 DR0398'A SQUARE CONCRETE POST PROJECTING 8 INCHES ABOVE THE GROUND AND ABOUT
 DR0398'1 FOOT HIGHER THAN HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0399 ***********************************************************************
 DR0399  DESIGNATION -  BUCK RM 1
 DR0399  PID         -  DR0399
 DR0399  STATE/COUNTY-  NM/CHAVES
 DR0399  USGS QUAD   -  PANTHER HILL (1982)
 DR0399
 DR0399                         *CURRENT SURVEY CONTROL
 DR0399  ___________________________________________________________________
 DR0399* NAD 83(1986)-  33 31 46.     (N)    104 31 50.     (W)     SCALED    
 DR0399* NAVD 88     -      1137.423  (meters)    3731.70   (feet)  ADJUSTED  
 DR0399  ___________________________________________________________________
 DR0399  GEOID HEIGHT-         -23.23  (meters)                     GEOID03
 DR0399  DYNAMIC HT  -        1135.878 (meters)    3726.63  (feet)  COMP
 DR0399  MODELED GRAV-     979,239.7   (mgal)                       NAVD 88
 DR0399
 DR0399  VERT ORDER  -  SECOND    CLASS 0
 DR0399
 DR0399.The horizontal coordinates were scaled from a topographic map and have
 DR0399.an estimated accuracy of +/- 6 seconds.
 DR0399
 DR0399.The orthometric height was determined by differential leveling
 DR0399.and adjusted by the National Geodetic Survey in June 1991..
 DR0399
 DR0399.The geoid height was determined by GEOID03.
 DR0399
 DR0399.The dynamic height is computed by dividing the NAVD 88
 DR0399.geopotential number by the normal gravity value computed on the
 DR0399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0399.degrees latitude (g = 980.6199 gals.).
 DR0399
 DR0399.The modeled gravity was interpolated from observed gravity values.
 DR0399
 DR0399;                    North         East    Units  Estimated Accuracy
 DR0399;SPC NM E     -   280,490.      146,680.      MT  (+/- 180 meters Scaled)
 DR0399
 DR0399                          SUPERSEDED SURVEY CONTROL
 DR0399
 DR0399  NGVD 29 (??/??/92) 1136.933  (m)         3730.09   (f) ADJ UNCH    2 0
 DR0399
 DR0399.Superseded values are not recommended for survey control.
 DR0399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0399.See file dsdata.txt to determine how the superseded data were derived.
 DR0399
 DR0399_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SET435100(NAD 83)
 DR0399_MARKER: DR = REFERENCE MARK DISK
 DR0399_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR0399_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DR0399_STAMPING: BUCK NO 1 1935
 DR0399_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR0399+STABILITY: SURFACE MOTION
 DR0399
 DR0399  HISTORY     - Date     Condition        Report By
 DR0399  HISTORY     - 1935     MONUMENTED       CGS
 DR0399  HISTORY     - 1961     GOOD             NGS
 DR0399
 DR0399                          STATION DESCRIPTION
 DR0399
 DR0399'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 DR0399'9.95 MI N FROM ROSWELL.
 DR0399'7.6 MILES NORTH ALONG U.S. HIGHWAY 285 FROM THE COURTHOUSE AT ROSWELL,
 DR0399'THENCE 1.15 MILES WEST ALONG A TRACK ROAD, THENCE 1.2 MILES NORTH
 DR0399'ALONG A TRACK ROAD, 94.3 FEET SOUTH OF A TRIANGULATION STATION, 17.0
 DR0399'FEET EAST OF THE CENTER OF A DIM TRACK ROAD, SET IN TOP OF A SQUARE
 DR0399'CONCRETE POST PROJECTING 10 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0401 ***********************************************************************
 DR0401  DESIGNATION -  BUCK RM 2
 DR0401  PID         -  DR0401
 DR0401  STATE/COUNTY-  NM/CHAVES
 DR0401  USGS QUAD   -  PANTHER HILL (1982)
 DR0401
 DR0401                         *CURRENT SURVEY CONTROL
 DR0401  ___________________________________________________________________
 DR0401* NAD 83(1986)-  33 31 46.     (N)    104 31 50.     (W)     SCALED    
 DR0401* NAVD 88     -      1136.933  (meters)    3730.09   (feet)  ADJUSTED  
 DR0401  ___________________________________________________________________
 DR0401  GEOID HEIGHT-         -23.23  (meters)                     GEOID03
 DR0401  DYNAMIC HT  -        1135.389 (meters)    3725.02  (feet)  COMP
 DR0401  MODELED GRAV-     979,239.7   (mgal)                       NAVD 88
 DR0401
 DR0401  VERT ORDER  -  SECOND    CLASS 0
 DR0401
 DR0401.The horizontal coordinates were scaled from a topographic map and have
 DR0401.an estimated accuracy of +/- 6 seconds.
 DR0401
 DR0401.The orthometric height was determined by differential leveling
 DR0401.and adjusted by the National Geodetic Survey in June 1991..
 DR0401
 DR0401.The geoid height was determined by GEOID03.
 DR0401
 DR0401.The dynamic height is computed by dividing the NAVD 88
 DR0401.geopotential number by the normal gravity value computed on the
 DR0401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0401.degrees latitude (g = 980.6199 gals.).
 DR0401
 DR0401.The modeled gravity was interpolated from observed gravity values.
 DR0401
 DR0401;                    North         East    Units  Estimated Accuracy
 DR0401;SPC NM E     -   280,490.      146,680.      MT  (+/- 180 meters Scaled)
 DR0401
 DR0401                          SUPERSEDED SURVEY CONTROL
 DR0401
 DR0401  NGVD 29 (??/??/92) 1136.443  (m)         3728.48   (f) ADJ UNCH    2 0
 DR0401
 DR0401.Superseded values are not recommended for survey control.
 DR0401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0401.See file dsdata.txt to determine how the superseded data were derived.
 DR0401
 DR0401_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SET435100(NAD 83)
 DR0401_MARKER: DR = REFERENCE MARK DISK
 DR0401_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR0401_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DR0401_STAMPING: BUCK NO 2 1935
 DR0401_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR0401+STABILITY: SURFACE MOTION
 DR0401
 DR0401  HISTORY     - Date     Condition        Report By
 DR0401  HISTORY     - 1935     MONUMENTED       CGS
 DR0401  HISTORY     - 1961     GOOD             NGS
 DR0401
 DR0401                          STATION DESCRIPTION
 DR0401
 DR0401'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 DR0401'9.95 MI N FROM ROSWELL.
 DR0401'7.6 MILES NORTH ALONG U.S. HIGHWAY 285 FROM THE COURTHOUSE AT ROSWELL,
 DR0401'THENCE 1.15 MILES WEST ALONG A TRACK ROAD, THENCE 1.2 MILES NORTH
 DR0401'ALONG A TRACK ROAD, 80.2 FEET WEST OF A TRIANGULATION STATION, SET IN
 DR0401'TOP OF A SQUARE CONCRETE POST PROJECTING 10 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0669 ***********************************************************************
 GM0669  DESIGNATION -  BUCKET
 GM0669  PID         -  GM0669
 GM0669  STATE/COUNTY-  NM/COLFAX
 GM0669  USGS QUAD   -  RATON (1971)
 GM0669
 GM0669                         *CURRENT SURVEY CONTROL
 GM0669  ___________________________________________________________________
 GM0669* NAD 83(1992)-  36 54 28.86682(N)    104 28 00.88473(W)     ADJUSTED  
 GM0669* NAVD 88     -      2263.4    (meters)    7426.     (feet)  VERTCON   
 GM0669  ___________________________________________________________________
 GM0669  LAPLACE CORR-          -2.57  (seconds)                    DEFLEC99
 GM0669  GEOID HEIGHT-         -18.32  (meters)                     GEOID03
 GM0669
 GM0669  HORZ ORDER  -  SECOND
 GM0669
 GM0669.The horizontal coordinates were established by classical geodetic methods
 GM0669.and adjusted by the National Geodetic Survey in December 1993..
 GM0669
 GM0669.The NAVD 88 height was computed by applying the VERTCON shift value to
 GM0669.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GM0669
 GM0669.The Laplace correction was computed from DEFLEC99 derived deflections.
 GM0669
 GM0669.The geoid height was determined by GEOID03.
 GM0669
 GM0669;                    North         East     Units Scale Factor Converg.
 GM0669;SPC NM E     -   655,277.605   153,096.674   MT  0.99991084   -0 04 48.8
 GM0669;SPC NM E     - 2,149,856.61    502,284.67   sFT  0.99991084   -0 04 48.8
 GM0669;UTM  13      - 4,084,801.323   547,489.302   MT  0.99962778   +0 19 12.5
 GM0669
 GM0669!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GM0669!SPC NM E     -   0.99964779  x   0.99991084  =   0.99955866
 GM0669!UTM  13      -   0.99964779  x   0.99962778  =   0.99927570
 GM0669
 GM0669:                Primary Azimuth Mark                     Grid Az
 GM0669:SPC NM E     -  LINWOOD                                  036 22 41.9
 GM0669:UTM  13      -  LINWOOD                                  035 58 40.6
 GM0669
 GM0669|---------------------------------------------------------------------|
 GM0669| PID    Reference Object                     Distance      Geod. Az  |
 GM0669|                                                           dddmmss.s |
 GM0669| GM0659 LINWOOD                             APPROX. 3.6 KM 0361753.1 |
 GM0669|---------------------------------------------------------------------|
 GM0669
 GM0669                          SUPERSEDED SURVEY CONTROL
 GM0669
 GM0669  NAD 83(1992)-  36 54 28.87103(N)    104 28 00.88791(W) AD(       ) 2
 GM0669  NAD 83(1986)-  36 54 28.87475(N)    104 28 00.88617(W) AD(       ) 2
 GM0669  NAD 27      -  36 54 28.78345(N)    104 27 58.93012(W) AD(       ) 2
 GM0669  NGVD 29 (07/19/86) 2262.4    (m)         7423.     (f) VERT ANG       
 GM0669
 GM0669.Superseded values are not recommended for survey control.
 GM0669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0669.See file dsdata.txt to determine how the superseded data were derived.
 GM0669
 GM0669_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEA4748984801(NAD 83)
 GM0669_MARKER: DD = SURVEY DISK
 GM0669_SETTING: 0 = UNSPECIFIED SETTING
 GM0669_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GM0669
 GM0669  HISTORY     - Date     Condition        Report By
 GM0669  HISTORY     - 1975     MONUMENTED       NMHC
 GM0669
 GM0669                          STATION DESCRIPTION
 GM0669
 GM0669'DESCRIBED BY NEW MEXICO STATE HIGHWAY COMMISSION 1975 (CWW)
 GM0669'THE STATION IS LOCATED IN COLFAX COUNTY ALONG STATE ROAD 476
 GM0669'ABOUT 1.5 MILES WEST-NORTHWEST OF RATON, NEW MEXICO.
 GM0669'
 GM0669'TO REACH FROM THE INTERSECTION OF NORTH SECOND STREET AND MOULTON
 GM0669'AVE. IN RATON GO WEST ON MOULTON AVE.  FOLLOWING STATE ROAD 476
 GM0669'(OLD RATON PASS) 2.55 MILES TO THE STATION ON THE LEFT.  THE
 GM0669'STATION IS 33 FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY AND
 GM0669'22 FEET EAST OF A FENCE AROUND A FEDERAL INSTALLATION.
 GM0669'
 GM0669'THE STATION IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION DISK
 GM0669'SET IN A CONCRETE POST PROJECTING ABOUT SIX INCHES ABOVE THE
 GM0669'GROUND AND STAMPED BUCKET, 1975.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM1051 ***********************************************************************
 FM1051  DESIGNATION -  BUENA
 FM1051  PID         -  FM1051
 FM1051  STATE/COUNTY-  NM/HARDING
 FM1051  USGS QUAD   -  FUENTES RANCH (1969)
 FM1051
 FM1051                         *CURRENT SURVEY CONTROL
 FM1051  ___________________________________________________________________
 FM1051* NAD 83(1992)-  35 33 27.59738(N)    103 37 12.34517(W)     ADJUSTED  
 FM1051* NAVD 88     -      1278.28   (+/-2cm)    4193.8    (feet)  VERTCON   
 FM1051  ___________________________________________________________________
 FM1051  LAPLACE CORR-          -1.98  (seconds)                    DEFLEC99
 FM1051  GEOID HEIGHT-         -22.39  (meters)                     GEOID03
 FM1051
 FM1051  HORZ ORDER  -  SECOND
 FM1051  VERT ORDER  -  THIRD ? (See Below)
 FM1051
 FM1051.The horizontal coordinates were established by classical geodetic methods
 FM1051.and adjusted by the National Geodetic Survey in December 1993..
 FM1051
 FM1051.The NAVD 88 height was computed by applying the VERTCON shift value to
 FM1051.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FM1051.The vertical order pertains to the NGVD 29 superseded value.
 FM1051
 FM1051.The Laplace correction was computed from DEFLEC99 derived deflections.
 FM1051
 FM1051.The geoid height was determined by GEOID03.
 FM1051
 FM1051;                    North         East     Units Scale Factor Converg.
 FM1051;SPC NM E     -   505,677.302   229,659.984   MT  0.99996060   +0 24 53.2
 FM1051;SPC NM E     - 1,659,042.95    753,476.13   sFT  0.99996060   +0 24 53.2
 FM1051;UTM  13      - 3,935,764.816   625,062.222   MT  0.99979274   +0 48 09.2
 FM1051
 FM1051!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FM1051!SPC NM E     -   0.99980292  x   0.99996060  =   0.99976352
 FM1051!UTM  13      -   0.99980292  x   0.99979274  =   0.99959570
 FM1051
 FM1051|---------------------------------------------------------------------|
 FM1051| PID    Reference Object                     Distance      Geod. Az  |
 FM1051|                                                           dddmmss.s |
 FM1051| CJ6746 BUENA RM 1                            8.690 METERS 12229     |
 FM1051| CJ6747 BUENA RM 2                            9.962 METERS 29426     |
 FM1051| FM0787 T 296                                              2974242.6 |
 FM1051|---------------------------------------------------------------------|
 FM1051
 FM1051                          SUPERSEDED SURVEY CONTROL
 FM1051
 FM1051  NAD 83(1986)-  35 33 27.60653(N)    103 37 12.34114(W) AD(       ) 2
 FM1051  NAD 27      -  35 33 27.44380(N)    103 37 10.47370(W) AD(       ) 2
 FM1051  NGVD 29 (07/19/86) 1277.67   (m)         4191.8    (f) LEVELING    3  
 FM1051
 FM1051.Superseded values are not recommended for survey control.
 FM1051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM1051.See file dsdata.txt to determine how the superseded data were derived.
 FM1051
 FM1051_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFV2506235765(NAD 83)
 FM1051_MARKER: DS = TRIANGULATION STATION DISK
 FM1051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM1051
 FM1051  HISTORY     - Date     Condition        Report By
 FM1051  HISTORY     - 1960     MONUMENTED       CGS
 FM1051
 FM1051                          STATION DESCRIPTION
 FM1051
 FM1051'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (HWK)
 FM1051'THE STATION IS ALONG THE SOUTHWEST RIGHT-OF-WAY OF STATE
 FM1051'HIGHWAY 39, 18 MILES NORTHWEST OF LOGAN, 6-1/2 MILES SOUTHEAST
 FM1051'OF THE UTE CREEK BRIDGE AND IN SECTION 2, R 31 E, T 15 N.
 FM1051'
 FM1051'TO REACH THE STATION FROM THE UTE CREEK BRIDGE, WHICH IS
 FM1051'APPROXIMATELY 24 MILES NORTHWEST OF LOGAN, GO SOUTHEAST ON
 FM1051'STATE HIGHWAY 39 FOR 4.95 MILES TO A SIDE ROAD AND A CATTLE
 FM1051'GUARD ON THE RIGHT.  CONTINUE SOUTHEAST ON HIGHWAY 39 FOR
 FM1051'1.15 MILES TO A DIRT ROAD AND WIRE GATE ON THE RIGHT.  CONTINUE
 FM1051'SOUTHEAST ON HIGHWAY 39 FOR 0.25 MILE TO THE AZIMUTH MARK ON
 FM1051'THE RIGHT.  CONTINUE SOUTHEAST ON HIGHWAY 39 FOR 0.3 MILE TO
 FM1051'THE STATION ON THE RIGHT.
 FM1051'
 FM1051'STATION MARKS ARE STANDARD DISKS STAMPED BUENA 1960.  THE
 FM1051'SURFACE DISK IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS
 FM1051'4 INCHES.  IT IS 96.5 FEET SOUTHWEST OF THE CENTER LINE OF
 FM1051'HIGHWAY 39, 4.5 FEET NORTHEAST OF THE FENCE AND 3.5 FEET NORTH
 FM1051'OF A METAL WITNESS POST.  THE UNDERGROUND DISK IS SET IN AN
 FM1051'IRREGULAR MASS OF CONCRETE 36 INCHES BELOW THE SURFACE OF THE
 FM1051'GROUND.
 FM1051'
 FM1051'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED BUENA NO 1
 FM1051'1960, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4
 FM1051'INCHES.  IT IS 99 FEET SOUTHWEST OF THE CENTER LINE OF HIGHWAY
 FM1051'39 AND 1.5 FEET NORTHEAST OF THE FENCE.
 FM1051'
 FM1051'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED BUENA NO 2 1960,
 FM1051'IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF
 FM1051'THE GROUND.  IT IS 98.5 FEET SOUTHWEST OF THE CENTER LINE OF
 FM1051'HIGHWAY 39 AND 1.5 FEET NORTHEAST OF THE FENCE.
 FM1051'
 FM1051'T 296, A STANDARD BENCH MARK DISK STAMPED T 296 1957, IS
 FM1051'SET IN A ROUND CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS
 FM1051'98 FEET SOUTHWEST OF THE CENTER LINE OF HIGHWAY 39, 2.6 FEET
 FM1051'EAST OF A METAL AND A WOODEN WITNESS POST AND 1.5 FEET NORTHEAST
 FM1051'OF THE FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR1023 ***********************************************************************
 DR1023  DESIGNATION -  BUENA VISTA
 DR1023  PID         -  DR1023
 DR1023  STATE/COUNTY-  NM/LINCOLN
 DR1023  USGS QUAD   -  CAPITAN (1973)
 DR1023
 DR1023                         *CURRENT SURVEY CONTROL
 DR1023  ___________________________________________________________________
 DR1023* NAD 83(1992)-  33 30 31.41203(N)    105 32 58.28498(W)     ADJUSTED  
 DR1023* NAVD 88     -      2062.6    (meters)    6767.     (feet)  VERTCON   
 DR1023  ___________________________________________________________________
 DR1023  LAPLACE CORR-          -3.22  (seconds)                    DEFLEC99
 DR1023  GEOID HEIGHT-         -19.71  (meters)                     GEOID03
 DR1023
 DR1023  HORZ ORDER  -  THIRD
 DR1023
 DR1023.The horizontal coordinates were established by classical geodetic methods
 DR1023.and adjusted by the National Geodetic Survey in December 1993..
 DR1023
 DR1023.The NAVD 88 height was computed by applying the VERTCON shift value to
 DR1023.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DR1023
 DR1023.The Laplace correction was computed from DEFLEC99 derived deflections.
 DR1023
 DR1023.The geoid height was determined by GEOID03.
 DR1023
 DR1023;                    North         East     Units Scale Factor Converg.
 DR1023;SPC NM C     -   278,387.763   565,077.647   MT  0.99995220   +0 23 12.2
 DR1023;SPC NM C     -   913,343.85  1,853,925.58   sFT  0.99995220   +0 23 12.2
 DR1023;UTM  13      - 3,707,821.737   448,962.108   MT  0.99963211   -0 18 12.2
 DR1023
 DR1023!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR1023!SPC NM C     -   0.99967938  x   0.99995220  =   0.99963159
 DR1023!UTM  13      -   0.99967938  x   0.99963211  =   0.99931161
 DR1023
 DR1023:                Primary Azimuth Mark                     Grid Az
 DR1023:SPC NM C     -  WEST SPUR                                246 56 02.8
 DR1023:UTM  13      -  WEST SPUR                                247 37 27.2
 DR1023
 DR1023|---------------------------------------------------------------------|
 DR1023| PID    Reference Object                     Distance      Geod. Az  |
 DR1023|                                                           dddmmss.s |
 DR1023| DR0987 WEST SPUR                           APPROX. 4.6 KM 2471915.0 |
 DR1023|---------------------------------------------------------------------|
 DR1023
 DR1023                          SUPERSEDED SURVEY CONTROL
 DR1023
 DR1023  NAD 83(1986)-  33 30 31.41856(N)    105 32 58.28630(W) AD(       ) 3
 DR1023  NAD 27      -  33 30 31.12861(N)    105 32 56.35601(W) AD(       ) 3
 DR1023  NGVD 29 (07/19/86) 2061.9    (m)         6765.     (f) VERT ANG       
 DR1023
 DR1023.Superseded values are not recommended for survey control.
 DR1023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR1023.See file dsdata.txt to determine how the superseded data were derived.
 DR1023
 DR1023_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDT4896207822(NAD 83)
 DR1023
 DR1023  HISTORY     - Date     Condition        Report By
 DR1023  HISTORY     - 1933     MONUMENTED       USGS
 DR1023  HISTORY     - 1960     GOOD             USGS
 DR1023
 DR1023                          STATION DESCRIPTION
 DR1023
 DR1023'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 DR1023'RECOVERED AND REDESCRIBED AS FOLLOWS
 DR1023'
 DR1023'TO REACH STATION FROM LINCOLN POST OFFICE, NEW MEXICO, TRAVEL NW.
 DR1023'ON U.S. HIGHWAY 380 8 MI. TO AN INTERSECTION WITH NEW MEXICO
 DR1023'HIGHWAY 214 TO FORT STANTON.  TURN LEFT AND PROCEED 0.4 MI. TO
 DR1023'TRACK RD. LEADING W. OFF THE HIGHWAY.  TURN RIGHT AND FOLLOW MAIN
 DR1023'TRAVELED RD. 2.7 MI. TO HIGH BROAD KNOLL ON LONG RIDGE.  STATION
 DR1023'IS 16 FT. S. OF THE RD. AND 147 FT. SW. OF A GATE IN A FENCE, ON
 DR1023'THE WESTERN AND HIGHEST PART OF THE KNOLL.
 DR1023'
 DR1023'STATION MARK FOUND LOOSE IN DRILL HOLE AND REINFORCED WITH
 DR1023'ADDITIONAL CEMENT.  REFERENCE MARK FOUND IN GOOD CONDITION.
 DR1023'
 DR1023'STATION MARK--STANDARD TABLET, CEMENTED IN ROCK SET FLUSH WITH
 DR1023'GROUND, AND STAMPED ---R 1933 BUENA VISTA---.
 DR1023'
 DR1023'REFERENCE MARK--STANDARD TABLET, CEMENTED IN ROCK, 21.63 FT. FROM
 DR1023'STATION, S 29 DEG 56 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1493 ***********************************************************************
 GL1493  DESIGNATION -  BUEYEROS
 GL1493  PID         -  GL1493
 GL1493  STATE/COUNTY-  NM/HARDING
 GL1493  USGS QUAD   -  BEENHAM SW (1977)
 GL1493
 GL1493                         *CURRENT SURVEY CONTROL
 GL1493  ___________________________________________________________________
 GL1493* NAD 83(1992)-  36 01 40.01009(N)    103 38 00.52882(W)     ADJUSTED  
 GL1493* NAVD 88     -      1436.34   (+/-2cm)    4712.4    (feet)  VERTCON   
 GL1493  ___________________________________________________________________
 GL1493  LAPLACE CORR-          -5.01  (seconds)                    DEFLEC99
 GL1493  GEOID HEIGHT-         -20.86  (meters)                     GEOID03
 GL1493
 GL1493  HORZ ORDER  -  THIRD
 GL1493  VERT ORDER  -  THIRD ? (See Below)
 GL1493
 GL1493.The horizontal coordinates were established by classical geodetic methods
 GL1493.and adjusted by the National Geodetic Survey in December 1993..
 GL1493
 GL1493.The NAVD 88 height was computed by applying the VERTCON shift value to
 GL1493.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GL1493.The vertical order pertains to the NGVD 29 superseded value.
 GL1493
 GL1493.The Laplace correction was computed from DEFLEC99 derived deflections.
 GL1493
 GL1493.The geoid height was determined by GEOID03.
 GL1493
 GL1493;                    North         East     Units Scale Factor Converg.
 GL1493;SPC NM E     -   557,826.746   228,073.951   MT  0.99995809   +0 24 41.9
 GL1493;SPC NM E     - 1,830,136.58    748,272.62   sFT  0.99995809   +0 24 41.9
 GL1493;UTM  13      - 3,987,893.415   623,121.597   MT  0.99978678   +0 48 13.9
 GL1493
 GL1493!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GL1493!SPC NM E     -   0.99977789  x   0.99995809  =   0.99973599
 GL1493!UTM  13      -   0.99977789  x   0.99978678  =   0.99956472
 GL1493
 GL1493|---------------------------------------------------------------------|
 GL1493| PID    Reference Object                     Distance      Geod. Az  |
 GL1493|                                                           dddmmss.s |
 GL1493| GL1017 Y 276                                10.875 METERS 04430     |
 GL1493| GL1492 JEFFREY                             APPROX. 6.0 KM 0770707.1 |
 GL1493| GL1018 Z 276                                              0872502.6 |
 GL1493| CM8541 BUEYEROS RM 1                         7.002 METERS 18005     |
 GL1493|---------------------------------------------------------------------|
 GL1493
 GL1493                          SUPERSEDED SURVEY CONTROL
 GL1493
 GL1493  NAD 83(1986)-  36 01 40.01888(N)    103 38 00.52612(W) AD(       ) 3
 GL1493  NAD 27      -  36 01 39.89450(N)    103 37 58.67130(W) AD(       ) 3
 GL1493  NGVD 29 (07/19/86) 1435.67   (m)         4710.2    (f) LEVELING    3  
 GL1493
 GL1493.Superseded values are not recommended for survey control.
 GL1493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1493.See file dsdata.txt to determine how the superseded data were derived.
 GL1493
 GL1493_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFV2312287893(NAD 83)
 GL1493_MARKER: DS = TRIANGULATION STATION DISK
 GL1493_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL1493
 GL1493  HISTORY     - Date     Condition        Report By
 GL1493  HISTORY     - 1960     MONUMENTED       CGS
 GL1493
 GL1493                          STATION DESCRIPTION
 GL1493
 GL1493'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (HWK)
 GL1493'THE STATION IS APPROXIMATELY 3-1/2 MILE NORTH AND 3 MILES
 GL1493'EAST OF BUEYEROS, 2 MILES NORTH OF STATE HIGHWAY 102, IN THE
 GL1493'NORTHEAST QUARTER OF SECTION 28, T 21 N, R 31 E, ON COUNTY
 GL1493'ROAD RIGHT-OF-WAY.
 GL1493'
 GL1493'TO REACH THE STATION FROM THE VILLAGE OF BUEYEROS, GO EAST
 GL1493'AND NORTH ON STATE HIGHWAY 102 FOR 2.5 MILES TO A ROAD FORK.
 GL1493'TAKE THE LEFT FORK AND GO NORTH ON A GRADED ROAD 1.65 MILES
 GL1493'TO A CATTLE GUARD.  CONTINUE NORTH ON THE GRADED ROAD 0.85
 GL1493'MILES TO A CURVE IN THE ROAD AND THE STATION ON THE LEFT.
 GL1493'
 GL1493'STATION MARKS ARE STANDARD DISKS STAMPED BUEYEROS 1960.  THE
 GL1493'SURFACE DISK IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS
 GL1493'5 INCHES.  IT IS 149 FEET SOUTHEAST OF A GUYED POWER POLE,
 GL1493'107 FEET EAST OF A FENCE, 47 FEET NORTHWEST OF THE CENTER
 GL1493'OF THE GRADED ROAD AND 3.5 FEET NORTHEAST OF A METAL WITNESS
 GL1493'POST.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF
 GL1493'CONCRETE 34 INCHES BELOW THE SURFACE OF THE GROUND.
 GL1493'
 GL1493'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED BUEYEROS NO
 GL1493'1 1960, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4
 GL1493'INCHES.  IT IS 28 FEET NORTH OF THE CENTER OF THE GRADED
 GL1493'ROAD AND 20.5 FEET SOUTH OF THE METAL WITNESS POST.
 GL1493'
 GL1493'Y 276 IS A STANDARD U.S. COAST AND GEODETIC SURVEY BENCH MARK
 GL1493'DISK STAMPED Y 276 1955, SET IN A ROUND CONCRETE POST WHICH
 GL1493'PROJECTS 7 INCHES.  IT IS 54 FEET NORTHWEST OF THE CENTER
 GL1493'OF THE GRADED ROAD AND 3.5 FEET EAST OF A WOOD WITNESS POST.
 GL1493'
 GL1493'Z 276 IS A STANDARD U.S. COAST AND GEODETIC SURVEY BENCH
 GL1493'MARK DISK STAMPED Z 276 1955, SET IN A ROUND CONCRETE POST WHICH
 GL1493'PROJECTS 9 INCHES.  IT IS 50 FEET NORTH OF THE CENTER OF THE
 GL1493'GRADED ROAD AND 2.5 FEET SOUTHEAST OF A WOOD WITNESS POST.
 GL1493'
 GL1493'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON THE
 GL1493'GRADED ROAD 1.1 MILE TO THE TOP OF A GRADE AND THE MARK ON
 GL1493'THE LEFT.
 GL1493'
 GL1493'NOTE--REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR1036 ***********************************************************************
 DR1036  DESIGNATION -  BUFFALO
 DR1036  PID         -  DR1036
 DR1036  STATE/COUNTY-  NM/CHAVES
 DR1036  USGS QUAD   -  DERRICK DRAW (1975)
 DR1036
 DR1036                         *CURRENT SURVEY CONTROL
 DR1036  ___________________________________________________________________
 DR1036* NAD 83(1992)-  33 03 36.99487(N)    104 12 08.00989(W)     ADJUSTED  
 DR1036* NAVD 88     -      1085.     (meters)    3560.     (feet)  SCALED    
 DR1036  ___________________________________________________________________
 DR1036  LAPLACE CORR-           2.45  (seconds)                    DEFLEC99
 DR1036  GEOID HEIGHT-         -22.98  (meters)                     GEOID03
 DR1036
 DR1036  HORZ ORDER  -  THIRD
 DR1036
 DR1036.The horizontal coordinates were established by classical geodetic methods
 DR1036.and adjusted by the National Geodetic Survey in December 1993..
 DR1036
 DR1036.The orthometric height was scaled from a topographic map.
 DR1036
 DR1036.The Laplace correction was computed from DEFLEC99 derived deflections.
 DR1036
 DR1036.The geoid height was determined by GEOID03.
 DR1036
 DR1036;                    North         East     Units Scale Factor Converg.
 DR1036;SPC NM E     -   228,445.541   177,243.051   MT  0.99991094   +0 04 17.5
 DR1036;SPC NM E     -   749,491.75    581,504.91   sFT  0.99991094   +0 04 17.5
 DR1036;UTM  13      - 3,658,252.076   574,475.086   MT  0.99966839   +0 26 06.8
 DR1036
 DR1036!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR1036!SPC NM E     -   0.99983322  x   0.99991094  =   0.99974417
 DR1036!UTM  13      -   0.99983322  x   0.99966839  =   0.99950166
 DR1036
 DR1036                          SUPERSEDED SURVEY CONTROL
 DR1036
 DR1036  NAD 83(1986)-  33 03 36.99927(N)    104 12 08.00127(W) AD(       ) 3
 DR1036
 DR1036.Superseded values are not recommended for survey control.
 DR1036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR1036.See file dsdata.txt to determine how the superseded data were derived.
 DR1036
 DR1036_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES7447558252(NAD 83)
 DR1036_MARKER: DS = TRIANGULATION STATION DISK
 DR1036_SETTING: 0 = UNSPECIFIED SETTING
 DR1036_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR1036
 DR1036  HISTORY     - Date     Condition        Report By
 DR1036  HISTORY     - 1947     MONUMENTED       USGS
 DR1036
 DR1036                          STATION DESCRIPTION
 DR1036
 DR1036'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 DR1036'LOCATED ABOUT 7 MI. E. AND 4 MI. S. OF HAGERMAN.
 DR1036'
 DR1036'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 31 AND U.S. HIGHWAY
 DR1036'285, GO E. ON STATE HIGHWAY 31 FOR 8.4 MI.  TAKE TRACK RD. S. 1.9 MI.
 DR1036'TO GATE.  PASS THROUGH GATE AND TAKE RIGHT FORK 0.6 MI.  STATION IS
 DR1036'ON TOP 0.6 MI. W.
 DR1036'
 DR1036'STATION MARK--STANDARD TABLET STAMPED---BUFFALO 1947---, SET IN
 DR1036'CONCRETE POST, EXTENDING 0.5 FT.
 DR1036'
 DR1036'REFERENCE MARK NO. 1--STANDARD REFERENCE TABLET STAMPED---BUFFALO
 DR1036'RM 1---, SET IN CONCRETE POST, 52.19 FT. FROM STATION MARK
 DR1036'
 DR1036'REFERENCE MARK NO. 2--STANDARD REFERENCE TABLET STAMPED---BUFFALO
 DR1036'RM 2---, SET IN CONCRETE POST, 87.58 FT. FROM STATION MARK
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0181 ***********************************************************************
 DS0181  DESIGNATION -  BUG PEAK
 DS0181  PID         -  DS0181
 DS0181  STATE/COUNTY-  NM/SOCORRO
 DS0181  USGS QUAD   -  OSCURA PEAK (1982)
 DS0181
 DS0181                         *CURRENT SURVEY CONTROL
 DS0181  ___________________________________________________________________
 DS0181* NAD 83(1992)-  33 44 17.15049(N)    106 21 33.99632(W)     ADJUSTED  
 DS0181* NAVD 88     -      2427.036  (meters)    7962.70   (feet)  ADJUSTED  
 DS0181  ___________________________________________________________________
 DS0181  LAPLACE CORR-           7.45  (seconds)                    DEFLEC99
 DS0181  GEOID HEIGHT-         -21.37  (meters)                     GEOID03
 DS0181  DYNAMIC HT  -        2423.189 (meters)    7950.08  (feet)  COMP
 DS0181  MODELED GRAV-     978,962.8   (mgal)                       NAVD 88
 DS0181
 DS0181  HORZ ORDER  -  FIRST
 DS0181  VERT ORDER  -  SECOND    CLASS 0
 DS0181
 DS0181.The horizontal coordinates were established by classical geodetic methods
 DS0181.and adjusted by the National Geodetic Survey in December 1993..
 DS0181
 DS0181.The orthometric height was determined by differential leveling
 DS0181.and adjusted by the National Geodetic Survey in June 1991..
 DS0181
 DS0181.The Laplace correction was computed from DEFLEC99 derived deflections.
 DS0181
 DS0181.The geoid height was determined by GEOID03.
 DS0181
 DS0181.The dynamic height is computed by dividing the NAVD 88
 DS0181.geopotential number by the normal gravity value computed on the
 DS0181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0181.degrees latitude (g = 980.6199 gals.).
 DS0181
 DS0181.The modeled gravity was interpolated from observed gravity values.
 DS0181
 DS0181;                    North         East     Units Scale Factor Converg.
 DS0181;SPC NM C     -   303,611.887   489,859.180   MT  0.99990127   -0 03 38.8
 DS0181;SPC NM C     -   996,100.00  1,607,146.33   sFT  0.99990127   -0 03 38.8
 DS0181;UTM  13      - 3,733,947.185   374,069.810   MT  0.99979550   -0 45 18.5
 DS0181
 DS0181!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS0181!SPC NM C     -   0.99962248  x   0.99990127  =   0.99952379
 DS0181!UTM  13      -   0.99962248  x   0.99979550  =   0.99941806
 DS0181
 DS0181|---------------------------------------------------------------------|
 DS0181| PID    Reference Object                     Distance      Geod. Az  |
 DS0181|                                                           dddmmss.s |
 DS0181| DS0180 BUG PEAK RM 1                        10.145 METERS 13327     |
 DS0181| DS0179 BUG PEAK RM 2                         8.997 METERS 22034     |
 DS0181| DS0183 ATOM                                APPROX. 0.5 KM 2875829.4 |
 DS0181|---------------------------------------------------------------------|
 DS0181
 DS0181                          SUPERSEDED SURVEY CONTROL
 DS0181
 DS0181  NAD 83(1986)-  33 44 17.15751(N)    106 21 33.99886(W) AD(       ) 1
 DS0181  NAD 27      -  33 44 16.89180(N)    106 21 31.97420(W) AD(       ) 1
 DS0181  NGVD 29 (??/??/92) 2426.108  (m)         7959.66   (f) ADJ UNCH    2 0
 DS0181
 DS0181.Superseded values are not recommended for survey control.
 DS0181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0181.See file dsdata.txt to determine how the superseded data were derived.
 DS0181
 DS0181_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT7407033947(NAD 83)
 DS0181_MARKER: DS = TRIANGULATION STATION DISK
 DS0181_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DS0181_SP_SET: WALKWAY
 DS0181_STAMPING: BUG PEAK HAFB 1949 INST
 DS0181_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DS0181
 DS0181  HISTORY     - Date     Condition        Report By
 DS0181  HISTORY     - 1952     MONUMENTED       USAF
 DS0181  HISTORY     - 1966     GOOD             CGS
 DS0181  HISTORY     - 1968     GOOD             CGS
 DS0181  HISTORY     - 1969     GOOD             CGS
 DS0181  HISTORY     - 1969     GOOD             NGS
 DS0181
 DS0181                          STATION DESCRIPTION
 DS0181
 DS0181'DESCRIBED BY US AIR FORCE 1952 (RLE)
 DS0181'THE STATION IS LOCATED ABOUT 30 MILES WEST OF CARRIZOZO, ON
 DS0181'THE TOP OF A ROCKY PEAK WHICH IS COVERED WITH SMALL PINE TREES.
 DS0181'IT IS 34 FEET EAST-NORTHEAST OF A LARGE POLE AND 10 FEET
 DS0181'NORTHEAST OF A TRIANGULAR BLAZED TREE.  A HOLLOMAN AIR FORCE
 DS0181'BASE TRIANGULATION STATION MARK WAS USED FOR THE STATION.
 DS0181'IS IS A STANDARD HOLLOMAN AIR FORCE BASE STATION MARK DISK
 DS0181'CONCRETED IN A DRILL HOLE IN OUTCROPPING BEDROCK.  IT IS
 DS0181'STAMPED BUG PEAK INST HAFB 1949.
 DS0181'
 DS0181'REFERENCE MARK NO. 1 IS AT THE SOUTHEAST EDGE OF THE HILL AND
 DS0181'IS ABOUT 5 FEET LOWER THAN THE STATION.  IT IS STAMPED BUG
 DS0181'PEAK HAFB NO 1 1952.
 DS0181'
 DS0181'REFERENCE MARK NO. 2 IS AT THE SOUTHWEST EDGE OF THE HILL AND
 DS0181'ABOUT 2 FEET LOWER THAN THE STATION.  IT IS STAMPED BUG PEAK
 DS0181'HAFB NO 2 1952.
 DS0181'
 DS0181'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK
 DS0181'NO. 2 IS 43.3 FEET.
 DS0181'
 DS0181'THE AZIMUTH MARK IS ON A HIGH PEAK NEAR THE NORTH END OF THE
 DS0181'OSCURA MOUNTAINS.  IT IS 43 FEET SOUTH OF THE SOUTHWEST CORNER
 DS0181'OF A SMALL METAL BUILDING AND 18 FEET EAST OF A POINT WHERE
 DS0181'THE CLIFF DROPS OFF SHARPLY TO THE WEST.  TRIANGULATION STATION
 DS0181'ATOM (HAFB) WAS USED FOR THE AZIMUTH MARK.  IT IS A STANDARD
 DS0181'HOLLOMAN AIR FORCE BASE TRIANGULATION STATION MARK DISK SET
 DS0181'IN A DRILL HOLE IN A BOULDER.  IT IS STAMPED ATOM INST HAFB 1951.
 DS0181'
 DS0181'TO REACH THE STATION FROM THE POST OFFICE IN CARRIZOZO, GO
 DS0181'NORTH ON U.S. HIGHWAY 54 FOR 0.4 MILE TO U.S. HIGHWAY 380.
 DS0181'TURN LEFT AND GO WESTERLY ON U.S. HIGHWAY 380 FOR 26.7 MILES TO A
 DS0181'SIDE ROAD LEFT AND A SIGN SCEL STA NO 3 ON THE RIGHT, TURN LEFT
 DS0181'OVER CATTLE GUARD AND FOLLOW GRAVELED ROAD FOR 0.3 MILE TO A
 DS0181'FORK.  TAKE THE RIGHT FORK AND CONTINUE ON THE MAIN ROAD FOR 1.3
 DS0181'MILES TO A T-ROAD ON THE LEFT, CONTINUE STRAIGHT AHEAD FOR
 DS0181'1.3 MILES TO A FORK AND SIGN SCEL STA NO 3.  TAKE THE LEFT
 DS0181'FORK AND GO 5.0 MILES TO A GATE AND A T ROAD INTERSECTION,
 DS0181'PASS THROUGH THE GATE, THEN TURN RIGHT AND FOLLOW MAIN ROAD
 DS0181'FOR 3.1 MILES TO A FORK AND THE END OF TRUCK TRAVEL.  FROM
 DS0181'THIS POINT GO EASTERLY UP HILL ABOUT 200 YARDS TO THE TOP OF
 DS0181'THE HILL AND THE STATION AS DESCRIBED.
 DS0181'
 DS0181'TO REACH ATOM (HAFB) (AZIMUTH MARK) FROM THE END OF TRUCK TRAVEL,
 DS0181'TAKE THE LEFT FORK AND GO NORTHWEST FOR 0.25 MILE TO THE MARK
 DS0181'AS DESCRIBED.
 DS0181
 DS0181                          STATION RECOVERY (1966)
 DS0181
 DS0181'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JWC)
 DS0181'THE STATION MARK AND REFERENCE MARK 1 AND 2 WERE RECOVERED.
 DS0181'THE 1952 ROUTE TO THE STATION IS INADEQUATE.  A COMPLETE
 DS0181'NEW DESCRIPTION FOLLOWS.
 DS0181'
 DS0181'THE STATION IS ABOUT 30 MILES WEST-NORTHWEST OF CARRIZOZO,
 DS0181'11 MILES SOUTH OF BINGHAM AND ON THE TOP OF A ROCKY PEAK WHICH
 DS0181'IS COVERED WITH SMALL PINE TREES.
 DS0181'
 DS0181'TO REACH THE STATION FROM THE POST OFFICE IN THREE RIVERS, GO
 DS0181'NORTH ON U.S. HIGHWAY 54 FOR 11.1 MILES TO A GRAVELED ROAD ON
 DS0181'THE LEFT AT OSCURO.  TURN LEFT AND FOLLOW THE MAIN ROAD WESTERLY
 DS0181'FOR 6.15 MILES TO A LOCKED GATE.  PASS THROUGH THE GATE AND
 DS0181'CONTINUE WEST FOR 0.85 MILE TO A GUARD SHACK AND ROAD ON THE
 DS0181'RIGHT.  CONTINUE AHEAD, WEST FOR 0.65 MILE TO A ROAD ON THE
 DS0181'RIGHT.  TURN RIGHT AND GO NORTHERLY ON A GRAVELED ROAD FOR
 DS0181'14.1 MILES TO A FORK JUST AFTER REACHING THE TOP OF A RIDGE.
 DS0181'TAKE THE LEFT FORK AND CONTINUE NORTHWESTERLY ON THE MAIN ROAD
 DS0181'FOR 6.1 MILES TO A REVERSE FORK ON THE RIGHT.  CONTINUE
 DS0181'WESTERLY ON THE MAIN ROAD FOR 2.7 MILES TO A REVERSE FORK
 DS0181'ON THE LEFT.  CONTINUE STRAIGHT AHEAD FOR 0.3 MILE TO A SIDE
 DS0181'ROAD LEFT AND THE STATION ON THE RIGHT, ON A SMALL KNOLL
 DS0181'WITH A CONCRETE STAIRWAY LEADING TO THE TOP.
 DS0181'
 DS0181'THE STATION MARK IS A BRONZE DISK, OF THE HOLLOMAN AIR FORCE
 DS0181'BASE, STAMPED BUG PEAK INST HAFB 1949, CEMENTED IN A DRILL
 DS0181'HOLE, IN 2 BY 3 FOOT ROCK OUTCROP PROJECTING ABOUT 3 INCHES.
 DS0181'IT IS 34 FEET EAST OF A LARGE POLE, 27 FEET NORTHEAST OF THE
 DS0181'TOP OF A CONCRETE STAIRWAY AND 5.8 FEET NORTH OF A WITNESS POST.
 DS0181'
 DS0181'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BUG PEAK HAFB NO
 DS0181'1 1952, CEMENTED IN A DRILL HOLE IN 1 BY 2 FOOT ROCK OUTCROP
 DS0181'PROJECTING ABOUT 5 INCHES.  IT IS 31.7 FEET SOUTHEAST OF A
 DS0181'WITNESS POST, 6 FEET NORTH OF THE SOUTH EDGE OF THE KNOLL
 DS0181'AND ABOUT 2 FEET LOWER IN ELEVATION THAN THE STATION.
 DS0181'
 DS0181'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BUG PEAK HAFB NO
 DS0181'2 1952, CEMENTED IN A DRILL HOLE IN 1 BY 2 FOOT ROCK OUTCROP
 DS0181'PROJECTING ABOUT 18 INCHES.  IT IS 24.7 FEET WEST OF A WITNESS
 DS0181'POST, 2 FEET EAST OF THE WEST EDGE OF THE KNOLL AND ABOUT 5
 DS0181'FEET LOWER IN ELEVATION THAN THE STATION.
 DS0181'
 DS0181'TRIANGULATION STATION ATOM HAFB 1952 WAS USED FOR THE AZIMUTH MARK.
 DS0181'
 DS0181'THE DISTANCE BETWEEN REFERENCE MARKS WAS NOT MEASURED BECAUSE
 DS0181'OF OBSTRUCTIONS.
 DS0181'
 DS0181'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--11 MILES
 DS0181'SOUTH OF BINGHAM.
 DS0181
 DS0181                          STATION RECOVERY (1968)
 DS0181
 DS0181'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JBJ)
 DS0181'THE STATION MARK, REFERENCE MARK 2 AND ATOM HAFB 1952 WERE
 DS0181'RECOVERED AS DESCRIBED BY J.W. CARPENTER IN 1966.  HOWEVER,
 DS0181'A DIFFERENCE IN THE DISTANCE TO REFERENCE MARK 1 WAS NOTED.
 DS0181'
 DS0181'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--11 MILES
 DS0181'SOUTH OF BINGHAM.
 DS0181
 DS0181                          STATION RECOVERY (1969)
 DS0181
 DS0181'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JGC)
 DS0181'THE STATION MARK, STAMPED BUG PEAK HAFB 1949 INST., IS ABOUT
 DS0181'7.75 MILES NORTHWEST ALONG WHITE SANDS MISSILE RANGE ROUTE 12
 DS0181'FROM THE STORE AT OSCURO, THENCE 20.55 MILES NORTHWEST ALONG
 DS0181'WHITE SANDS MISSILE RANGE ROUTE 9, THENCE 2.75 MILES SOUTHWEST
 DS0181'ALONG ROAD NUMBER 332, THENCE 0.3 MILE NORTHWEST ALONG A GRAVELED
 DS0181'ROAD, THENCE 0.1 MILE NORTHEAST CROSS-COUNTRY TO THE TOP OF
 DS0181'A HILL, IN SECTION 6, T 7 S, R 6 E, SET IN THE TOP OF A
 DS0181'ROCK OUTCROP WHICH IS LEVEL WITH THE SURFACE OF THE GROUND, 9
 DS0181'FEET NORTH OF THE NORTH LEG OF A RADAR REFLECTOR TOWER, 3
 DS0181'FEET NORTHEAST OF THE NORTHEAST END OF A CONCRETE WALKWAY,
 DS0181'AND 5.8 FEET NORTH OF A METAL WITNESS POST.
 DS0181'
 DS0181'R.M. 1, STAMPED BUG PEAK NO 1 HAFB 1952, IS 33.8 FEET SOUTHEAST
 DS0181'OF THE STATION MARK, SET IN THE TOP OF A ROCK OUTCROP WHICH
 DS0181'IS LEVEL WITH THE SURFACE OF THE GROUND, 28-1/2 FEET SOUTHEAST
 DS0181'OF THE SOUTHEAST LEG OF A RADAR REFLECTOR TOWER, AND ABOUT 6
 DS0181'FEET BELOW THE LEVEL OF THE STATION.
 DS0181'
 DS0181'R.M. 2, STAMPED BUG PEAK NO 2 HAFB 1952, IS 29.6 FEET SOUTHWEST
 DS0181'OF THE STATION MARK, SET IN THE TOP OF A ROCK OUTCROP WHICH
 DS0181'IS LEVEL WITH THE SURFACE OF THE GROUND, 21-1/2 FEET SOUTHWEST OF
 DS0181'THE SOUTHWEST LEG OF A RADAR REFLECTOR TOWER, 5-1/2 FEET
 DS0181'SOUTHEAST OF THE SOUTHEAST EDGE OF THE THIRD CONCRETE STEP
 DS0181'FROM THE TOP OF THE CONCRETE STEPS WHICH LEAD TO THE TOWER.
 DS0181'
 DS0181'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--31.45 MILES
 DS0181'NORTHWEST.
 DS0181
 DS0181                          STATION RECOVERY (1969)
 DS0181
 DS0181'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 DS0181'31.45 MI NW FROM OSCURO.
 DS0181'ABOUT 7.75 MILES NORTHWEST ALONG WHITE SANDS MISSILE RANGE ROUTE 12
 DS0181'FROM THE STORE AT OSCURO, THENCE 20.55 MILES NORTHWEST ALONG WHITE
 DS0181'SANDS MISSILE RANGE ROUTE 9, THENCE 2.75 MILES SOUTHWEST ALONG ROAD
 DS0181'NUMBER 332, THENCE 0.3 MILE NORTHWEST ALONG A GRAVELED ROAD, THENCE
 DS0181'0.1 MILE NORTHEAST CROSS-COUNTRY TO THE TOP OF A HILL, IN SECTION 6, T
 DS0181'7 S, R 6 E, SET IN THE TOP OF A ROCK OUTCROP WHICH IS LEVEL WITH THE
 DS0181'SURFACE OF THE GROUND, 9 FEET NORTH OF THE NORTH LEG OF A RADAR
 DS0181'REFLECTOR TOWER, 3 FEET NORTHEAST OF THE NORTHEAST END OF A CONCRETE
 DS0181'WALK WAY, AND 5.8 FEET NORTH OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0180 ***********************************************************************
 DS0180  DESIGNATION -  BUG PEAK RM 1
 DS0180  PID         -  DS0180
 DS0180  STATE/COUNTY-  NM/SOCORRO
 DS0180  USGS QUAD   -  OSCURA PEAK (1982)
 DS0180
 DS0180                         *CURRENT SURVEY CONTROL
 DS0180  ___________________________________________________________________
 DS0180* NAD 83(1986)-  33 44 17.     (N)    106 21 32.     (W)     SCALED    
 DS0180* NAVD 88     -      2425.327  (meters)    7957.09   (feet)  ADJUSTED  
 DS0180  ___________________________________________________________________
 DS0180  GEOID HEIGHT-         -21.37  (meters)                     GEOID03
 DS0180  DYNAMIC HT  -        2421.485 (meters)    7944.49  (feet)  COMP
 DS0180  MODELED GRAV-     978,963.6   (mgal)                       NAVD 88
 DS0180
 DS0180  VERT ORDER  -  SECOND    CLASS 0
 DS0180
 DS0180.The horizontal coordinates were scaled from a topographic map and have
 DS0180.an estimated accuracy of +/- 6 seconds.
 DS0180
 DS0180.The orthometric height was determined by differential leveling
 DS0180.and adjusted by the National Geodetic Survey in June 1991..
 DS0180
 DS0180.The geoid height was determined by GEOID03.
 DS0180
 DS0180.The dynamic height is computed by dividing the NAVD 88
 DS0180.geopotential number by the normal gravity value computed on the
 DS0180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0180.degrees latitude (g = 980.6199 gals.).
 DS0180
 DS0180.The modeled gravity was interpolated from observed gravity values.
 DS0180
 DS0180;                    North         East    Units  Estimated Accuracy
 DS0180;SPC NM C     -   303,610.      489,910.      MT  (+/- 180 meters Scaled)
 DS0180
 DS0180                          SUPERSEDED SURVEY CONTROL
 DS0180
 DS0180  NGVD 29 (??/??/92) 2424.401  (m)         7954.06   (f) ADJ UNCH    2 0
 DS0180
 DS0180.Superseded values are not recommended for survey control.
 DS0180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0180.See file dsdata.txt to determine how the superseded data were derived.
 DS0180
 DS0180_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT741339(NAD 83)
 DS0180_MARKER: DR = REFERENCE MARK DISK
 DS0180_SETTING: 66 = SET IN ROCK OUTCROP
 DS0180_SP_SET: OUTCROP
 DS0180_STAMPING: BUG PEAK NO 1 HAFB 1952
 DS0180_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DS0180+STABILITY: POSITION/ELEVATION WELL
 DS0180
 DS0180  HISTORY     - Date     Condition        Report By
 DS0180  HISTORY     - 1952     MONUMENTED       CGS
 DS0180  HISTORY     - 1969     GOOD             NGS
 DS0180
 DS0180                          STATION DESCRIPTION
 DS0180
 DS0180'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 DS0180'31.45 MI NW FROM OSCURO.
 DS0180'ABOUT 7.75 MILES NORTHWEST ALONG WHITE SANDS MISSILE RANGE ROUTE 12
 DS0180'FROM THE STORE AT OSCURO, THENCE 20.55 MILES NORTHWEST ALONG WHITE
 DS0180'SANDS MISSILE RANGE ROUTE 9, THENCE 2.75 MILES SOUTHWEST ALONG ROAD
 DS0180'NUMBER 332, THENCE 0.3 MILE NORTHWEST ALONG A GRAVELED ROAD, THENCE
 DS0180'0.1 MILE NORTHEAST CROSS-COUNTRY TO THE TOP OF A HILL, IN SECTION 6, T
 DS0180'7 S, R 6 E, SET IN THE TOP OF A ROCK OUTCROP WHICH IS LEVEL WITH THE
 DS0180'SURFACE OF THE GROUND, 28 1/2 FEET SOUTHEAST OF THE SOUTHEAST LEG OF A
 DS0180'RADAR REFLECTOR TOWER, 33.8 FEET SOUTHEAST OF TRIANGULATION STATION
 DS0180'BUG PEAK 1949 (HAFB), AND ABOUT 6 FEET BELOW THE LEVEL OF THE STATION
 DS0180'MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0179 ***********************************************************************
 DS0179  DESIGNATION -  BUG PEAK RM 2
 DS0179  PID         -  DS0179
 DS0179  STATE/COUNTY-  NM/SOCORRO
 DS0179  USGS QUAD   -  OSCURA PEAK (1982)
 DS0179
 DS0179                         *CURRENT SURVEY CONTROL
 DS0179  ___________________________________________________________________
 DS0179* NAD 83(1986)-  33 44 17.     (N)    106 21 34.     (W)     SCALED    
 DS0179* NAVD 88     -      2426.362  (meters)    7960.49   (feet)  ADJUSTED  
 DS0179  ___________________________________________________________________
 DS0179  GEOID HEIGHT-         -21.37  (meters)                     GEOID03
 DS0179  DYNAMIC HT  -        2422.517 (meters)    7947.87  (feet)  COMP
 DS0179  MODELED GRAV-     978,963.1   (mgal)                       NAVD 88
 DS0179
 DS0179  VERT ORDER  -  SECOND    CLASS 0
 DS0179
 DS0179.The horizontal coordinates were scaled from a topographic map and have
 DS0179.an estimated accuracy of +/- 6 seconds.
 DS0179
 DS0179.The orthometric height was determined by differential leveling
 DS0179.and adjusted by the National Geodetic Survey in June 1991..
 DS0179
 DS0179.The geoid height was determined by GEOID03.
 DS0179
 DS0179.The dynamic height is computed by dividing the NAVD 88
 DS0179.geopotential number by the normal gravity value computed on the
 DS0179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0179.degrees latitude (g = 980.6199 gals.).
 DS0179
 DS0179.The modeled gravity was interpolated from observed gravity values.
 DS0179
 DS0179;                    North         East    Units  Estimated Accuracy
 DS0179;SPC NM C     -   303,610.      489,860.      MT  (+/- 180 meters Scaled)
 DS0179
 DS0179                          SUPERSEDED SURVEY CONTROL
 DS0179
 DS0179  NGVD 29 (??/??/92) 2425.435  (m)         7957.45   (f) ADJ UNCH    2 0
 DS0179
 DS0179.Superseded values are not recommended for survey control.
 DS0179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0179.See file dsdata.txt to determine how the superseded data were derived.
 DS0179
 DS0179_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT740339(NAD 83)
 DS0179_MARKER: DR = REFERENCE MARK DISK
 DS0179_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DS0179_SP_SET: STEPS
 DS0179_STAMPING: BUG PEAK NO 2 HAFB 1952
 DS0179_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DS0179
 DS0179  HISTORY     - Date     Condition        Report By
 DS0179  HISTORY     - 1952     MONUMENTED       CGS
 DS0179  HISTORY     - 1969     GOOD             NGS
 DS0179
 DS0179                          STATION DESCRIPTION
 DS0179
 DS0179'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 DS0179'31.45 MI NW FROM OSCURO.
 DS0179'ABOUT 7.75 MILES NORTHWEST ALONG WHITE SANDS MISSILE RANGE ROUTE 12
 DS0179'FROM THE STORE AT OSCURO, THENCE 20.55 MILES NORTHWEST ALONG WHITE
 DS0179'SANDS MISSILE RANGE ROUTE 9, THENCE 2.75 MILES SOUTHWEST ALONG ROAD
 DS0179'NUMBER 332, THENCE 0.3 MILE NORTHWEST ALONG A GRAVELED ROAD, THENCE
 DS0179'0.1 MILE NORTHEAST CROSS-COUNTRY TO THE TOP OF A HILL, IN SECTION 6, T
 DS0179'7 S, R 6 E, SET IN THE TOP OF A ROCK OUTCROP WHICH IS LEVEL WITH THE
 DS0179'SURFACE OF THE GROUND, 21 1/2 FEET SOUTHWEST OF THE SOUTHWEST LEG OF A
 DS0179'RADAR REFLECTOR TOWER, 5 1/2 FEET SOUTHEAST OF THE SOUTHEAST EDGE OF
 DS0179'THE THIRD CONCRETE STEP FROM THE TOP OF THE CONCRETE STEPS WHICH LEAD
 DS0179'TO THE TOWER, AND 29.6 FEET SOUTHWEST OF TRIANGULATION STATION BUG
 DS0179'PEAK 1949 (HAFB).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS1451 ***********************************************************************
 DS1451  DESIGNATION -  BULL
 DS1451  PID         -  DS1451
 DS1451  STATE/COUNTY-  NM/CATRON
 DS1451  USGS QUAD   -  PADDYS HOLE (1981)
 DS1451
 DS1451                         *CURRENT SURVEY CONTROL
 DS1451  ___________________________________________________________________
 DS1451* NAD 83(1992)-  33 41 45.82599(N)    107 51 17.68970(W)     ADJUSTED  
 DS1451* NAVD 88     -      2413.7    (meters)    7919.     (feet)  VERTCON   
 DS1451  ___________________________________________________________________
 DS1451  LAPLACE CORR-          -0.17  (seconds)                    DEFLEC99
 DS1451  GEOID HEIGHT-         -21.93  (meters)                     GEOID03
 DS1451
 DS1451  HORZ ORDER  -  SECOND
 DS1451
 DS1451.The horizontal coordinates were established by classical geodetic methods
 DS1451.and adjusted by the National Geodetic Survey in December 1993..
 DS1451
 DS1451.The NAVD 88 height was computed by applying the VERTCON shift value to
 DS1451.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DS1451
 DS1451.The Laplace correction was computed from DEFLEC99 derived deflections.
 DS1451
 DS1451.The geoid height was determined by GEOID03.
 DS1451
 DS1451;                    North         East     Units Scale Factor Converg.
 DS1451;SPC NM W     -   298,949.804   827,999.387   MT  0.99991672   -0 00 43.1
 DS1451;SPC NM W     -   980,804.48  2,716,527.99   sFT  0.99991672   -0 00 43.1
 DS1451;UTM  13      - 3,732,116.258   235,377.205   MT  1.00046337   -1 35 05.2
 DS1451
 DS1451!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS1451!SPC NM W     -   0.99962465  x   0.99991672  =   0.99954141
 DS1451!UTM  13      -   0.99962465  x   1.00046337  =   1.00008785
 DS1451
 DS1451|---------------------------------------------------------------------|
 DS1451| PID    Reference Object                     Distance      Geod. Az  |
 DS1451|                                                           dddmmss.s |
 DS1451| CD1704 BULL RM 1                            11.171 METERS 10526     |
 DS1451| CD1703 BULL AZ MK                                         1970640.8 |
 DS1451| DS0956 R 212                                              2091738.9 |
 DS1451| CD1705 BULL RM 2                            22.240 METERS 27441     |
 DS1451|---------------------------------------------------------------------|
 DS1451
 DS1451                          SUPERSEDED SURVEY CONTROL
 DS1451
 DS1451  NAD 83(1986)-  33 41 45.82983(N)    107 51 17.69170(W) AD(       ) 2
 DS1451  NAD 27      -  33 41 45.60753(N)    107 51 15.52448(W) AD(       ) 2
 DS1451  NGVD 29 (07/19/86) 2412.7    (m)         7916.     (f) VERT ANG       
 DS1451
 DS1451.Superseded values are not recommended for survey control.
 DS1451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS1451.See file dsdata.txt to determine how the superseded data were derived.
 DS1451
 DS1451_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBT3537732116(NAD 83)
 DS1451_MARKER: DS = TRIANGULATION STATION DISK
 DS1451_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS1451_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DS1451
 DS1451  HISTORY     - Date     Condition        Report By
 DS1451  HISTORY     - 1966     MONUMENTED       CGS
 DS1451
 DS1451                          STATION DESCRIPTION
 DS1451
 DS1451'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (ANP)
 DS1451'THE STATION IS ABOUT 23 MILES NORTHEAST OF THE BEAVERHEAD
 DS1451'RANGER STATION, 14-3/4 MILES NORTH OF THE CATRON-SIERRA COUNTY
 DS1451'LINE, 12-1/2 MILES NORTHWEST OF THE POST OFFICE AND THE
 DS1451'MC CRAKEN RANCH IN DUSTY, 8 MILES WEST OF THE CATRON-SOCORRO
 DS1451'COUNTY LINE AND ON THE SUMMIT OF A LOW RIDGE.  THERE IS A HIGHER
 DS1451'RIDGE ABOUT 1-1/2 MILES TO THE NORTH OF THIS POINT.
 DS1451'
 DS1451'TO REACH THE STATION FROM THE POST OFFICE AND THE MC CRAKEN
 DS1451'RANCH IN DUSTY, GO NORTHERLY ON STATE ROUTE 52, A GRAVELED
 DS1451'ROAD, FOR 3.9 MILES TO A FORK.  TAKE THE RIGHT FORK AND CONTINUE
 DS1451'NORTHERLY ON STATE ROUTE 52 FOR 3.3 MILES TO TRIANGULATION
 DS1451'STATION PIGEON ON THE LEFT, A SIDE ROAD ON THE RIGHT AND A
 DS1451'SIGN DUSTY 8 WINSTON 30 BEAVERHEAD ROAD 8 MAGDALENA 8.  CONTINUE
 DS1451'NORTHERLY ON THE GRAVELED ROAD FOR 2.7 MILES TO A FORK.  TAKE
 DS1451'THE RIGHT FORK AND CONTINUE NORTHERLY FOR 5.6 MILES TO A
 DS1451'REVERSE FORK, AND A SIGN ON THE LEFT CUCHILLO DUSTY BEAVERHEAD.
 DS1451'TURN SHARP LEFT AND GO SOUTHWESTERLY ON STATE ROUTE 78, A
 DS1451'GRAVELED ROAD FOR 3.7 MILES TO A FORK.  TAKE THE LEFT FORK
 DS1451'AND CONTINUE SOUTHWESTERLY FOR 10.0 MILES TO A CATTLE GUARD
 DS1451'AND A SIGN ADOBE RANCH.  CONTINUE SOUTHWESTERLY FOR 0.7
 DS1451'MILE TO A FORK AND A SIGN ADOBE RANCH 9 BEAVERHEAD RANGER
 DS1451'STATION 29.  TURN SHARP RIGHT, LEAVE THE GRAVELED ROAD
 DS1451'AND GO NORTHERLY ACROSS COUNTRY FOR 0.5 MILE TO THE AZIMUTH
 DS1451'MARK ON A LOW POINT.  CONTINUE NORTHERLY FOR 0.3 MILE TO THE
 DS1451'SUMMIT OF THE RIDGE AND THE STATION.
 DS1451'
 DS1451'THE STATION MARK IS A STANDARD DISK, STAMPED BULL 1966, SET
 DS1451'IN THE TOP OF A ROUND CONCRETE POST, 16 INCHES IN DIAMETER,
 DS1451'THAT PROJECTS 1 INCH.  IT IS 16.7 FEET SOUTHEAST OF A WITNESS
 DS1451'POST AND 10 FEET SOUTH OF A WIRE FENCE.
 DS1451'
 DS1451'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BULL NO 1 1966,
 DS1451'SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER,
 DS1451'THAT PROJECTS 2 INCHES.  IT IS 51.8 FEET SOUTHEAST OF THE
 DS1451'WITNESS POST, 20 FEET SOUTH OF A WIRE FENCE AND ABOUT THE
 DS1451'SAME ELEVATION AS THE STATION MARK.
 DS1451'
 DS1451'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BULL NO 2 1966,
 DS1451'CEMENTED IN A DRILL HOLE IN A ROCK OUTCROP, THAT PROJECTS
 DS1451'6 INCHES.  IT IS 57 FEET NORTHWEST OF THE WITNESS POST, 44
 DS1451'FEET NORTH OF THE FENCE AND ABOUT THE SAME ELEVATION AS THE
 DS1451'STATION MARK.
 DS1451'
 DS1451'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED BULL 1966,
 DS1451'CEMENTED IN A DRILL HOLE IN A ROCK OUTCROP, THAT PROJECTS
 DS1451'2 INCHES.  IT IS 1.7 FEET WEST OF A WITNESS POST.
 DS1451'
 DS1451'BENCH MARK R 212 IS A STANDARD GEODETIC BENCH MARK DISK,
 DS1451'STAMPED R 212 1941, SET IN THE TOP OF AN 8 INCH SQUARE CONCRETE
 DS1451'POST, THAT PROJECTS 6 INCHES.  IT IS 36 FEET SOUTH OF THE
 DS1451'CENTERLINE OF STATE ROUTE 78 AND 3 FEET EAST OF A WITNESS POST.
 DS1451'
 DS1451'TO REACH THE BENCH MARK FROM THE FORK AND SIGN ADOBE RANCH
 DS1451'9 BEAVERHEAD RANGER STATION 29, GO SOUTHWESTERLY ON STATE
 DS1451'ROUTE 78 FOR 1.0 MILE TO THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY1074 ***********************************************************************
 CY1074  DESIGNATION -  BULLARD
 CY1074  PID         -  CY1074
 CY1074  STATE/COUNTY-  NM/GRANT
 CY1074  USGS QUAD   -  BULLARD PEAK (1990)
 CY1074
 CY1074                         *CURRENT SURVEY CONTROL
 CY1074  ___________________________________________________________________
 CY1074* NAD 83(1992)-  32 42 32.74093(N)    108 32 16.56565(W)     ADJUSTED  
 CY1074* NAVD 88     -      2155.1    (meters)    7071.     (feet)  VERTCON   
 CY1074  ___________________________________________________________________
 CY1074  LAPLACE CORR-           2.97  (seconds)                    DEFLEC99
 CY1074  GEOID HEIGHT-         -24.42  (meters)                     GEOID03
 CY1074
 CY1074  HORZ ORDER  -  THIRD
 CY1074
 CY1074.The horizontal coordinates were established by classical geodetic methods
 CY1074.and adjusted by the National Geodetic Survey in December 1993..
 CY1074
 CY1074.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY1074.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY1074
 CY1074.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY1074
 CY1074.The geoid height was determined by GEOID03.
 CY1074
 CY1074;                    North         East     Units Scale Factor Converg.
 CY1074;SPC NM W     -   189,715.478   763,942.288   MT  0.99997045   -0 22 50.7
 CY1074;SPC NM W     -   622,424.86  2,506,367.32   sFT  0.99997045   -0 22 50.7
 CY1074;UTM  12      - 3,621,718.294   730,777.432   MT  1.00025676   +1 19 51.7
 CY1074
 CY1074!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY1074!SPC NM W     -   0.99966558  x   0.99997045  =   0.99963604
 CY1074!UTM  12      -   0.99966558  x   1.00025676  =   0.99992225
 CY1074
 CY1074:                Primary Azimuth Mark                     Grid Az
 CY1074:SPC NM W     -  WIND                                     074 35 05.6
 CY1074:UTM  12      -  WIND                                     072 52 23.2
 CY1074
 CY1074|---------------------------------------------------------------------|
 CY1074| PID    Reference Object                     Distance      Geod. Az  |
 CY1074|                                                           dddmmss.s |
 CY1074| CY0953 WIND                                APPROX.12.8 KM 0741214.9 |
 CY1074|---------------------------------------------------------------------|
 CY1074
 CY1074                          SUPERSEDED SURVEY CONTROL
 CY1074
 CY1074  NAD 83(1992)-  32 42 32.74002(N)    108 32 16.56471(W) AD(       ) 3
 CY1074  NAD 83(1986)-  32 42 32.73726(N)    108 32 16.56353(W) AD(       ) 3
 CY1074  NAD 27      -  32 42 32.46606(N)    108 32 14.37803(W) AD(       ) 3
 CY1074  NGVD 29 (07/19/86) 2154.2    (m)         7068.     (f) VERT ANG       
 CY1074
 CY1074.Superseded values are not recommended for survey control.
 CY1074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1074.See file dsdata.txt to determine how the superseded data were derived.
 CY1074
 CY1074_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYB3077721718(NAD 83)
 CY1074
 CY1074  HISTORY     - Date     Condition        Report By
 CY1074  HISTORY     - 1907     MONUMENTED       USGS
 CY1074  HISTORY     - 1948     GOOD             USGS
 CY1074
 CY1074                          STATION DESCRIPTION
 CY1074
 CY1074'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 CY1074'ON A ROCKY CONE (200 FT. BY 50 FT. ON TOP), ABOUT 20 MI. SE. OF CLIFF
 CY1074'POST OFFICE.
 CY1074'
 CY1074'TO REACH FROM THE COURTHOUSE IN SILVER CITY, NEW MEXICO, GO ONE BLOCK
 CY1074'N. TO U.S. HIGHWAY 260, GO W. ON HIGHWAY 260 FOR 12.1 MI. TO DIRT RD.
 CY1074'S. (TYRONE ROAD), GO LEFT ON TYRONE ROAD FOR 4.5 MI. TO JUNCTION OF
 CY1074'TYRONE ROAD AND RED ROCK ROAD, GO RIGHT ON RED ROCK ROAD FOR 4.4 MI.
 CY1074'TO TRACK RD. W., GO RIGHT (W.) ON TRACK RD. FOR 1.7 MI. TO CROSSROADS,
 CY1074'GO STRAIGHT AHEAD FOR 0.5 MI. TO Y-FORKS, TAKE LEFT FORK AND GO 0.3
 CY1074'MI. TO DRAIN, GO LEFT UP DRAIN FOR 0.7 MI. TO DRAIN FORKS, TAKE
 CY1074'RIGHT FORK AND GO 0.3 MI. TO END OF TRUCK TRAVEL, PACK W. UP DRAIN
 CY1074'TO RIDGE, UP RIDGE TO NW. TO HIGHEST POINT OF BULLARD PEAK AND STATION
 CY1074'SITE.  ABOUT A 45 MINUTE PACK.
 CY1074'
 CY1074'STATION MARK--BRONZE TRIANGULATION TABLET, CEMENTED IN SOLID ROCK ON
 CY1074'HIGHEST POINT OF PEAK (NW. CORNER ON TOP OF PEAK).
 CY1074'
 CY1074'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0826 ***********************************************************************
 CW0826  DESIGNATION -  BULLIS
 CW0826  PID         -  CW0826
 CW0826  STATE/COUNTY-  NM/EDDY
 CW0826  USGS QUAD   -  HOLT TANK (1978)
 CW0826
 CW0826                         *CURRENT SURVEY CONTROL
 CW0826  ___________________________________________________________________
 CW0826* NAD 83(1992)-  32 41 19.83771(N)    104 46 20.81517(W)     ADJUSTED  
 CW0826* NAVD 88     -      1312.     (meters)    4304.     (feet)  SCALED    
 CW0826  ___________________________________________________________________
 CW0826  LAPLACE CORR-          -4.90  (seconds)                    DEFLEC99
 CW0826  GEOID HEIGHT-         -22.49  (meters)                     GEOID03
 CW0826
 CW0826  HORZ ORDER  -  SECOND
 CW0826
 CW0826.The horizontal coordinates were established by classical geodetic methods
 CW0826.and adjusted by the National Geodetic Survey in December 1993..
 CW0826
 CW0826.The orthometric height was scaled from a topographic map.
 CW0826
 CW0826.The Laplace correction was computed from DEFLEC99 derived deflections.
 CW0826
 CW0826.The geoid height was determined by GEOID03.
 CW0826
 CW0826;                    North         East     Units Scale Factor Converg.
 CW0826;SPC NM E     -   187,334.166   123,823.399   MT  0.99992999   -0 14 13.8
 CW0826;SPC NM E     -   614,612.18    406,243.93   sFT  0.99992999   -0 14 13.8
 CW0826;UTM  13      - 3,616,815.875   521,331.221   MT  0.99960561   +0 07 22.4
 CW0826
 CW0826!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CW0826!SPC NM E     -   0.99979765  x   0.99992999  =   0.99972766
 CW0826!UTM  13      -   0.99979765  x   0.99960561  =   0.99940334
 CW0826
 CW0826:                Primary Azimuth Mark                     Grid Az
 CW0826:SPC NM E     -  WINDMILL WOOD                            103 22 17.6
 CW0826:UTM  13      -  WINDMILL WOOD                            103 00 41.4
 CW0826
 CW0826|---------------------------------------------------------------------|
 CW0826| PID    Reference Object                     Distance      Geod. Az  |
 CW0826|                                                           dddmmss.s |
 CW0826| CH9951 WINDMILL WOOD                                      1030803.8 |
 CW0826| CH8494 BULLIS AZ MK                                       1385605.2 |
 CW0826| CH8495 BULLIS RM 1                          14.909 METERS 21355     |
 CW0826| CH8496 BULLIS RM 2                          14.257 METERS 32227     |
 CW0826|---------------------------------------------------------------------|
 CW0826
 CW0826                          SUPERSEDED SURVEY CONTROL
 CW0826
 CW0826  NAD 83(1986)-  32 41 19.84288(N)    104 46 20.81045(W) AD(       ) 2
 CW0826  NAD 27      -  32 41 19.45500(N)    104 46 18.92600(W) AD(       ) 2
 CW0826
 CW0826.Superseded values are not recommended for survey control.
 CW0826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0826.See file dsdata.txt to determine how the superseded data were derived.
 CW0826
 CW0826_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES2133116816(NAD 83)
 CW0826_MARKER: DS = TRIANGULATION STATION DISK
 CW0826_SETTING: 0 = UNSPECIFIED SETTING
 CW0826
 CW0826  HISTORY     - Date     Condition        Report By
 CW0826  HISTORY     - 1943     MONUMENTED       CGS
 CW0826  HISTORY     - 1974     GOOD             USGS
 CW0826
 CW0826                          STATION DESCRIPTION
 CW0826
 CW0826'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (EHB)
 CW0826'THE STATION IS LOCATED ON A LOW HILL ABOUT 12 MILES AIRLINE
 CW0826'SSW OF HOPE, AND 410 FEET SE OF FENCE CORNERS.
 CW0826'
 CW0826'SURFACE MARK IS A BRONZE STATION DISK SET IN THE TOP OF A
 CW0826'CONCRETE POST PROJECTING ABOUT 4 INCHES ABOVE GROUND.
 CW0826'STAMPED BULLIS 1943.
 CW0826'
 CW0826'UNDERGROUND MARK IS A BRONZE STATION DISK WEDGED IN A DRILL HOLE
 CW0826'IN BEDROCK, ABOUT 18 INCHES BELOW GROUND LEVEL.  STAMPED BULLIS
 CW0826'1943.
 CW0826'
 CW0826'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN THE TOP
 CW0826'OF A CONCRETE POST PROJECTING ABOUT 2 INCHES ABOVE GROUND.
 CW0826'STAMPED BULLIS NO 1 1943.
 CW0826'
 CW0826'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN THE TOP
 CW0826'OF A CONCRETE POST PROJECTING ABOUT 2 INCHES ABOVE GROUND.
 CW0826'STAMPED BULLIS NO 2 1943.
 CW0826'
 CW0826'AZIMUTH MARK IS ABOUT 0.4 MILE SE OF THE STATION ON A LOW
 CW0826'RIDGE BETWEEN TWO SHALLOW WASHES, ABOUT 5 FEET FROM A WHITE
 CW0826'4- BY 4-INCH MARKER POST.  A BRONZE AZIMUTH DISK WEDGED IN A
 CW0826'DRILL HOLE IN OUTCROPPING BEDROCK PROJECTING ABOUT 4 INCHES
 CW0826'ABOVE GROUND.  STAMPED BULLIS 1943.
 CW0826'
 CW0826'TO REACH FROM THE POST OFFICE IN HOPE, GO W ON STATE HIGHWAY
 CW0826'83 FOR 0.3 MILE TO GRADED ROAD LEFT.  TURN LEFT, S, FOR
 CW0826'7.1 MILES.  PASS THROUGH GATE AND CONTINUE FOR ABOUT 100 YARDS
 CW0826'TO FORKS.  TAKE RIGHT FORK, SW, FOR 1.9 MILES.  PASS THROUGH
 CW0826'GATE AND THEN TURN SHARP RIGHT AND GO W ALONG S SIDE OF FENCE
 CW0826'1 MILE TO TOP OF DIVIDE AND STATION ABOUT 100 YARDS S OF FENCE,
 CW0826'AND ABOUT 12 FEET SW OF WHITE 4- BY 4-INCH POST.
 CW0826'
 CW0826'A 4-FOOT WOOD STAND WAS USED FOR OBSERVATIONS.
 CW0826'
 CW0826'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 CW0826
 CW0826                          STATION RECOVERY (1974)
 CW0826
 CW0826'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974 (JTD)
 CW0826'TO REACH THE STATION FROM THE POST OFFICE IN HOPE, N. MEX, GO
 CW0826'WEST ON STATE HWY. 82 FOR 0.4 MILE.  TURN LEFT OFF HWY. 82 AND
 CW0826'GO SOUTH ON PAVED ROAD FOR 7.1 MILES TO ROAD FORK.  TAKE RIGHT
 CW0826'FORK SW FOR 1.9 MILES TO CATTLEGUARD.  CROSS CATTLEGUARD AND
 CW0826'DRIVE WEST ALONG SOUTH SIDE OF FENCE FOR 0.9 MILE TO TOP OF
 CW0826'RIDGE.  TURN SW FOR 0.05 MILE TO TOP OF HILL AND STATION SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0919 ***********************************************************************
 DR0919  DESIGNATION -  BUMP
 DR0919  PID         -  DR0919
 DR0919  STATE/COUNTY-  NM/CHAVES
 DR0919  USGS QUAD   -  ROCK HOUSE CANYON (1982)
 DR0919
 DR0919                         *CURRENT SURVEY CONTROL
 DR0919  ___________________________________________________________________
 DR0919* NAD 83(1992)-  33 39 07.25476(N)    104 44 18.67017(W)     ADJUSTED  
 DR0919* NAVD 88     -      1354.8    (meters)    4445.     (feet)  VERTCON   
 DR0919  ___________________________________________________________________
 DR0919  LAPLACE CORR-          -3.01  (seconds)                    DEFLEC99
 DR0919  GEOID HEIGHT-         -22.93  (meters)                     GEOID03
 DR0919
 DR0919  HORZ ORDER  -  SECOND
 DR0919
 DR0919.The horizontal coordinates were established by classical geodetic methods
 DR0919.and adjusted by the National Geodetic Survey in December 1993..
 DR0919
 DR0919.The NAVD 88 height was computed by applying the VERTCON shift value to
 DR0919.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DR0919
 DR0919.The Laplace correction was computed from DEFLEC99 derived deflections.
 DR0919
 DR0919.The geoid height was determined by GEOID03.
 DR0919
 DR0919;                    North         East     Units Scale Factor Converg.
 DR0919;SPC NM E     -   294,135.811   127,418.309   MT  0.99992650   -0 13 28.3
 DR0919;SPC NM E     -   965,010.57    418,038.24   sFT  0.99992650   -0 13 28.3
 DR0919;SPC NM C     -   295,084.382   640,196.930   MT  1.00014224   +0 50 15.8
 DR0919;SPC NM C     -   968,122.68  2,100,379.43   sFT  1.00014224   +0 50 15.8
 DR0919;UTM  13      - 3,723,603.863   524,245.210   MT  0.99960725   +0 08 41.6
 DR0919
 DR0919!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR0919!SPC NM E     -   0.99979096  x   0.99992650  =   0.99971747
 DR0919!SPC NM C     -   0.99979096  x   1.00014224  =   0.99993317
 DR0919!UTM  13      -   0.99979096  x   0.99960725  =   0.99939829
 DR0919
 DR0919:                Primary Azimuth Mark                     Grid Az
 DR0919:SPC NM E     -  DICK                                     188 56 56.2
 DR0919:SPC NM C     -  DICK                                     187 53 12.1
 DR0919:UTM  13      -  DICK                                     188 34 46.3
 DR0919
 DR0919|---------------------------------------------------------------------|
 DR0919| PID    Reference Object                     Distance      Geod. Az  |
 DR0919|                                                           dddmmss.s |
 DR0919| DR0922 DICK                                APPROX.15.2 KM 1884327.9 |
 DR0919| CJ6754 BUMP RM 1                            12.432 METERS 21633     |
 DR0919| CJ6755 BUMP RM 2                            12.516 METERS 33836     |
 DR0919|---------------------------------------------------------------------|
 DR0919
 DR0919                          SUPERSEDED SURVEY CONTROL
 DR0919
 DR0919  NAD 83(1986)-  33 39 07.25941(N)    104 44 18.66680(W) AD(       ) 2
 DR0919  NAD 27      -  33 39 06.94448(N)    104 44 16.75227(W) AD(       ) 2
 DR0919  NGVD 29 (07/19/86) 1354.2    (m)         4443.     (f) VERT ANG       
 DR0919
 DR0919.Superseded values are not recommended for survey control.
 DR0919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0919.See file dsdata.txt to determine how the superseded data were derived.
 DR0919
 DR0919_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SET2424523604(NAD 83)
 DR0919_MARKER: DD = SURVEY DISK
 DR0919_SETTING: 66 = SET IN ROCK OUTCROP
 DR0919
 DR0919  HISTORY     - Date     Condition        Report By
 DR0919  HISTORY     - 1967     MONUMENTED       USGS
 DR0919  HISTORY     - 1967     GOOD             USGS
 DR0919
 DR0919                          STATION DESCRIPTION
 DR0919
 DR0919'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (JTD)
 DR0919'A 1962 USGS STATION, NEW DESCRIPTION AS FOLLOWS--
 DR0919'
 DR0919'THE STATION IS LOCATED N. 35 DEG W, ABOUT 22 MI. (AIRLINE)
 DR0919'FROM ROSWELL, NEW MEXICO.  S 24 DEG W, ABOUT 20 MI. (AIRLINE)
 DR0919'FROM THE JUNCTION OF U.S. HIGHWAY 285 AND STATE HIGHWAY 20.
 DR0919'IN THE NE QUARTER OF SECTION 5, T. 8S., R. 22E.  ON THE RICHARD
 DR0919'CORN RANCH.  ON THE HIGHEST POINT OF A ROUND BARE TOP.  4.4
 DR0919'FT. SW OF A USGS WITNESS SIGN MOUNTED ON A METAL POST.  THE
 DR0919'STATION SITE CAN BE LOCATED FROM THE ROSWELL (NI 13-8)
 DR0919'1--250,000 SERIES MAP.
 DR0919'
 DR0919'STATION MARK--A USGS ALUMINUM TABLET SET IN A ROCK OUTCROP.
 DR0919'THE TABLET IS FLUSH WITH THE GROUND AND STAMPED BUMP ET 1962 1967.
 DR0919'
 DR0919'REFERENCE MARK NO. 1--A USGS BRONZE RM TABLET SET IN A ROCK OUTCROP,
 DR0919'FLUSH WITH THE GROUND, AND STAMPED BUMP ET NO. 1 1962 1967.
 DR0919'
 DR0919'REFERENCE MARK NO. 2--A USGS BRONZE RM TABLET SET IN A ROCK
 DR0919'OUTCROP, FLUSH WITH THE GROUND, AND STAMPED BUMP ET NO. 2 1962
 DR0919'1967.
 DR0919'
 DR0919'STATION DICK ET 1967 IS VISIBLE FROM THE GROUND, AT THIS
 DR0919'STATION, AND WILL SERVE AS THE AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CF0334 ***********************************************************************
 CF0334  DESIGNATION -  BUNK
 CF0334  PID         -  CF0334
 CF0334  STATE/COUNTY-  NM/HIDALGO
 CF0334  USGS QUAD   -  GUADALUPE SPRING (1985)
 CF0334
 CF0334                         *CURRENT SURVEY CONTROL
 CF0334  ___________________________________________________________________
 CF0334* NAD 83(1992)-  31 25 46.55960(N)    109 02 39.84292(W)     ADJUSTED  
 CF0334* NAVD 88     -      1903.3    (meters)    6244.     (feet)  VERTCON   
 CF0334  ___________________________________________________________________
 CF0334  LAPLACE CORR-           3.93  (seconds)                    DEFLEC99
 CF0334  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 CF0334
 CF0334  HORZ ORDER  -  FIRST
 CF0334
 CF0334.The horizontal coordinates were established by classical geodetic methods
 CF0334.and adjusted by the National Geodetic Survey in December 1993..
 CF0334
 CF0334.The NAVD 88 height was computed by applying the VERTCON shift value to
 CF0334.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CF0334
 CF0334.The Laplace correction was computed from DEFLEC99 derived deflections.
 CF0334
 CF0334.The geoid height was determined by GEOID03.
 CF0334
 CF0334;                    North         East     Units Scale Factor Converg.
 CF0334;SPC NM W     -    48,261.694   714,865.310   MT  1.00008011   -0 37 53.7
 CF0334;SPC NM W     -   158,338.57  2,345,353.94   sFT  1.00008011   -0 37 53.7
 CF0334;SPC AZ E     -    48,171.234   320,050.135   MT  1.00004035   +0 35 06.9
 CF0334;SPC AZ E     -   158,042.11  1,050,033.25   iFT  1.00004035   +0 35 06.9
 CF0334;UTM  12      - 3,478,868.413   685,867.748   MT  1.00002612   +1 01 12.1
 CF0334
 CF0334!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CF0334!SPC NM W     -   0.99970536  x   1.00008011  =   0.99978544
 CF0334!SPC AZ E     -   0.99970536  x   1.00004035  =   0.99974570
 CF0334!UTM  12      -   0.99970536  x   1.00002612  =   0.99973147
 CF0334
 CF0334|---------------------------------------------------------------------|
 CF0334| PID    Reference Object                     Distance      Geod. Az  |
 CF0334|                                                           dddmmss.s |
 CF0334| CC7061 BUNK RM 1                             8.110 METERS 21657     |
 CF0334| CF0338 PHOENIX EL PASO AWY BCN 21          APPROX.34.3 KM 2560439.8 |
 CF0334| CF0333 BOUNDARY MON 383 AZ NM              APPROX. 1.7 KM 3414823.1 |
 CF0334| CC7062 BUNK RM 2                             6.370 METERS 35225     |
 CF0334|---------------------------------------------------------------------|
 CF0334
 CF0334                          SUPERSEDED SURVEY CONTROL
 CF0334
 CF0334  NAD 83(1992)-  31 25 46.55957(N)    109 02 39.84290(W) AD(       ) 1
 CF0334  NAD 83(1986)-  31 25 46.56032(N)    109 02 39.82736(W) AD(       ) 1
 CF0334  NAD 27      -  31 25 46.19100(N)    109 02 37.63000(W) AD(       ) 1
 CF0334  NGVD 29 (02/25/92) 1902.4    (m)         6241.     (f) VERT ANG       
 CF0334
 CF0334.Superseded values are not recommended for survey control.
 CF0334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0334.See file dsdata.txt to determine how the superseded data were derived.
 CF0334
 CF0334_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXV8586878868(NAD 83)
 CF0334_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 CF0334_SETTING: 80 = SET IN A BOULDER
 CF0334_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CF0334+STABILITY: SURFACE MOTION
 CF0334
 CF0334  HISTORY     - Date     Condition        Report By
 CF0334  HISTORY     - 1938     MONUMENTED       CGS
 CF0334  HISTORY     - 1957     GOOD             USGS
 CF0334
 CF0334                          STATION DESCRIPTION
 CF0334
 CF0334'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 CF0334'STATION IS LOCATED ON THE HIGHEST POINT OF BUNK ROBINSON
 CF0334'PEAK WHICH IS ABOUT 0.2 MILE E OF THE NEW MEXICO-ARIZONA
 CF0334'BOUNDARY AND ABOUT 7.0 MILES N OF THE UNITED STATES-MEXICO
 CF0334'BOUNDARY.
 CF0334'
 CF0334'STATION AND REFERENCE MARK NO. 2 ARE STANDARD BRONZE DISKS
 CF0334'SET IN OUTCROPPING BEDROCK.
 CF0334'REFERENCE MARK NO. 1 IS A STANDARD BRONZE DISK SET IN A BOULDER
 CF0334'AS DESCRIBED.
 CF0334'
 CF0334'TO REACH FROM DOUGLAS GO E ON THE GERONIMO TRAIL HIGHWAY 27.2
 CF0334'MILES TO A SIDE ROAD AT A LINE FENCE, (COTTONWOOD SCHOOL ON
 CF0334'RIGHT).  TURN RIGHT, S AND E PAST THE SCHOOL AND FOLLOW THE
 CF0334'MAIN ROAD UP SYCAMORE CANYON 1.9 MILES TO A FORK.  TAKE
 CF0334'THE LEFT FORK ALONG THE N SIDE OF THE WASH 2.0 MILES TO WHERE
 CF0334'THE ROAD MAKES A SHARP LEFT TURN AROUND A LEDGE OF ROCK AT THE
 CF0334'EDGE OF A SMALL DEEP WASH (SWAGGARTS RANCH 1/4 MILE N.) AT
 CF0334'THIS POINT LEAVE THE MAIN ROAD AND KEEP EASTERLY ACROSS THE
 CF0334'WASH AND UP THE CANYON ON A DIM ROAD 0.8 MILE TO END OF ROAD
 CF0334'AND END OF TRUCK TRAVEL.  FROM HERE PACK E UP THE WASH ALONG
 CF0334'THE CATTLE TRAIL ABOUT 1/2 MILE WHERE THE WASH FORKS.  KEEP
 CF0334'RIGHT SE UP THE MAIN WASH ABOUT 0.2 MILE WHERE THE WASH
 CF0334'FORKS AGAIN.  LEAVE WASH AND KEEP SE UP A SHORT STEEP SLOPE
 CF0334'TO THE TOP OF A BENCH.  CONTINUE SE ON BENCH ALONG THE MAIN
 CF0334'DRAINAGE TO THE FOOT OF THE HIGH SHARP PEAK AND THEN UP THE
 CF0334'STEEP ROCK SLOPE TO THE TOP OF PEAK AND STATION.
 CF0334'
 CF0334'(STATION IS ABOUT A 2 HOUR HARD PACK FROM END OF TRUCK TRAVEL.)
 CF0334'
 CF0334'STATION AND REFERENCE MARKS ARE IN BARE ROCK ON THE HIGHEST
 CF0334'POINT AND EASILY LOCATED.
 CF0334'
 CF0334'STATE LINE MONUMENT NO. 383 USED AS AZIMUTH.
 CF0334'
 CF0334'NOTE--HORSES CAN BE TAKEN TO THE FOOT OF THE MAIN PEAK ABOUT
 CF0334'1/2 MILE FROM THE TOP.
 CF0334
 CF0334                          STATION RECOVERY (1957)
 CF0334
 CF0334'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 CF0334'RECOVERED AS DESCRIBED BY NGS IN 1938 IN DESCRIPTION LIST 31 109 2,
 CF0334'STATION 1002.  ALL MARKS IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS1268 ***********************************************************************
 DS1268  DESIGNATION -  BUNKER
 DS1268  PID         -  DS1268
 DS1268  STATE/COUNTY-  NM/SOCORRO
 DS1268  USGS QUAD   -  GREENS BABER WELL (1981)
 DS1268
 DS1268                         *CURRENT SURVEY CONTROL
 DS1268  ___________________________________________________________________
 DS1268* NAD 83(1992)-  33 38 46.49743(N)    106 34 01.18776(W)     ADJUSTED  
 DS1268* NAVD 88     -      1432.95   (+/-2cm)    4701.3    (feet)  VERTCON   
 DS1268  ___________________________________________________________________
 DS1268  LAPLACE CORR-           3.12  (seconds)                    DEFLEC99
 DS1268  GEOID HEIGHT-         -22.39  (meters)                     GEOID03
 DS1268
 DS1268  HORZ ORDER  -  SECOND
 DS1268  VERT ORDER  -  THIRD ? (See Below)
 DS1268
 DS1268.The horizontal coordinates were established by classical geodetic methods
 DS1268.and adjusted by the National Geodetic Survey in December 1993..
 DS1268
 DS1268.The NAVD 88 height was computed by applying the VERTCON shift value to
 DS1268.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DS1268.The vertical order pertains to the NGVD 29 superseded value.
 DS1268
 DS1268.The Laplace correction was computed from DEFLEC99 derived deflections.
 DS1268
 DS1268.The geoid height was determined by GEOID03.
 DS1268
 DS1268;                    North         East     Units Scale Factor Converg.
 DS1268;SPC NM C     -   293,465.096   470,596.381   MT  0.99991066   -0 10 32.3
 DS1268;SPC NM C     -   962,810.07  1,543,948.29   sFT  0.99991066   -0 10 32.3
 DS1268;UTM  13      - 3,724,035.072   354,687.117   MT  0.99986032   -0 52 06.1
 DS1268
 DS1268!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS1268!SPC NM C     -   0.99977860  x   0.99991066  =   0.99968928
 DS1268!UTM  13      -   0.99977860  x   0.99986032  =   0.99963896
 DS1268
 DS1268:                Primary Azimuth Mark                     Grid Az
 DS1268:SPC NM C     -  HOPE                                     272 26 12.0
 DS1268:UTM  13      -  HOPE                                     273 07 45.8
 DS1268
 DS1268|---------------------------------------------------------------------|
 DS1268| PID    Reference Object                     Distance      Geod. Az  |
 DS1268|                                                           dddmmss.s |
 DS1268| DS1273 HOPE                                APPROX. 1.7 KM 2721539.7 |
 DS1268| DS1269 WESTON                              228.609 METERS 31322     |
 DS1268|---------------------------------------------------------------------|
 DS1268
 DS1268                          SUPERSEDED SURVEY CONTROL
 DS1268
 DS1268  NAD 83(1986)-  33 38 46.50455(N)    106 34 01.19029(W) AD(       ) 2
 DS1268  NAD 27      -  33 38 46.24862(N)    106 33 59.14520(W) AD(       ) 2
 DS1268  NGVD 29 (07/19/86) 1432.27   (m)         4699.0    (f) LEVELING    3  
 DS1268
 DS1268.Superseded values are not recommended for survey control.
 DS1268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS1268.See file dsdata.txt to determine how the superseded data were derived.
 DS1268
 DS1268_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT5468724035(NAD 83)
 DS1268_MARKER: DS = TRIANGULATION STATION DISK
 DS1268_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS1268_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DS1268_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS1268+STABILITY: SURFACE MOTION
 DS1268
 DS1268  HISTORY     - Date     Condition        Report By
 DS1268  HISTORY     - 1969     MONUMENTED       DMA
 DS1268
 DS1268                          STATION DESCRIPTION
 DS1268
 DS1268'DESCRIBED BY DEFENSE MAP AGENCY 1969 (JCC)
 DS1268'THE STATION IS LOCATED IN THE 90 MILE RANGE OF WHITE SANDS MISSILE
 DS1268'RANGE, 13 MILES SOUTH-SOUTHEAST OF STALLION RANGE CENTER, 10 MILES
 DS1268'NORTHWEST OF MOCKINGBIRD GAP.
 DS1268'
 DS1268'TO REACH THE STATION FROM STALLION RANGE CENTER, GO SOUTH ON WSMR
 DS1268'ROUTE 7 FOR 13.6 MILES TO A CROSS ROAD, WSMR ROUTE 20.  TURN RIGHT
 DS1268'AND GO WEST FOR 1.6 MILE TO THE STATION ON THE LEFT.
 DS1268'
 DS1268'IT IS A WHITE SANDS PROVING GROUND TRIANGULATION STATION DISK
 DS1268'CEMENTED IN A DRILL HOLE IN THE TOP OF A 12 X 12 FOOT CONCRETE
 DS1268'BUNKER, 69 FEET SOUTH OF WSMR ROUTE 20, 128 FEET NORTH OF THE
 DS1268'NORTHWEST CORNER OF THE BUILDING NUMBER H 4320, SET RIGHT IN THE
 DS1268'CENTER OF THE BUNKER, SET FLUSH, AND THE TOP OF THE BUNKER IS 8 FOOT
 DS1268'ABOVE GROUND, STAMPED BUNKER 1959.
 DS1268'
 DS1268'THERE ARE NO REFERENCE MARKS FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0608 ***********************************************************************
 EP0608  DESIGNATION -  BURGETTE
 EP0608  PID         -  EP0608
 EP0608  STATE/COUNTY-  NM/LINCOLN
 EP0608  USGS QUAD   -  GACHO HILL SW (1981)
 EP0608
 EP0608                         *CURRENT SURVEY CONTROL
 EP0608  ___________________________________________________________________
 EP0608* NAD 83(1992)-  34 19 17.84045(N)    105 13 31.45102(W)     ADJUSTED  
 EP0608* NAVD 88     -      1848.8    (meters)    6066.     (feet)  VERTCON   
 EP0608  ___________________________________________________________________
 EP0608  LAPLACE CORR-          -6.33  (seconds)                    DEFLEC99
 EP0608  GEOID HEIGHT-         -21.20  (meters)                     GEOID03
 EP0608
 EP0608  HORZ ORDER  -  FIRST
 EP0608
 EP0608.The horizontal coordinates were established by classical geodetic methods
 EP0608.and adjusted by the National Geodetic Survey in December 1993..
 EP0608
 EP0608.The NAVD 88 height was computed by applying the VERTCON shift value to
 EP0608.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EP0608
 EP0608.The Laplace correction was computed from DEFLEC99 derived deflections.
 EP0608
 EP0608.The geoid height was determined by GEOID03.
 EP0608
 EP0608;                    North         East     Units Scale Factor Converg.
 EP0608;SPC NM C     -   368,801.730   594,291.348   MT  1.00000956   +0 34 39.9
 EP0608;SPC NM C     - 1,209,977.01  1,949,770.86   sFT  1.00000956   +0 34 39.9
 EP0608;SPC NM E     -   368,690.048    82,904.475   MT  0.99999214   -0 30 10.8
 EP0608;SPC NM E     - 1,209,610.60    271,995.77   sFT  0.99999214   -0 30 10.8
 EP0608;UTM  13      - 3,797,840.760   479,263.274   MT  0.99960530   -0 07 37.5
 EP0608
 EP0608!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EP0608!SPC NM C     -   0.99971319  x   1.00000956  =   0.99972275
 EP0608!SPC NM E     -   0.99971319  x   0.99999214  =   0.99970533
 EP0608!UTM  13      -   0.99971319  x   0.99960530  =   0.99931860
 EP0608
 EP0608:                Primary Azimuth Mark                     Grid Az
 EP0608:SPC NM C     -  BURGETTE AZ MK                           140 39 53.2
 EP0608:SPC NM E     -  BURGETTE AZ MK                           141 44 43.9
 EP0608:UTM  13      -  BURGETTE AZ MK                           141 22 10.6
 EP0608
 EP0608|---------------------------------------------------------------------|
 EP0608| PID    Reference Object                     Distance      Geod. Az  |
 EP0608|                                                           dddmmss.s |
 EP0608| CJ6756 BURGETTE AZ MK                                     1411433.1 |
 EP0608| CJ6757 BURGETTE RM 1                        14.098 METERS 26502     |
 EP0608| EP0617 SHARP                               APPROX.24.6 KM 2803147.6 |
 EP0608| CJ6758 BURGETTE RM 2                        31.882 METERS 33718     |
 EP0608|---------------------------------------------------------------------|
 EP0608
 EP0608                          SUPERSEDED SURVEY CONTROL
 EP0608
 EP0608  NAD 83(1986)-  34 19 17.84706(N)    105 13 31.45121(W) AD(       ) 1
 EP0608  NAD 27      -  34 19 17.57400(N)    105 13 29.45300(W) AD(       ) 1
 EP0608  NGVD 29 (07/19/86) 1848.0    (m)         6063.     (f) VERT ANG       
 EP0608
 EP0608.Superseded values are not recommended for survey control.
 EP0608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EP0608.See file dsdata.txt to determine how the superseded data were derived.
 EP0608
 EP0608_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDT7926397841(NAD 83)
 EP0608_MARKER: DS = TRIANGULATION STATION DISK
 EP0608_SETTING: 66 = SET IN ROCK OUTCROP
 EP0608
 EP0608  HISTORY     - Date     Condition        Report By
 EP0608  HISTORY     - 1934     MONUMENTED       CGS
 EP0608  HISTORY     - 1972     GOOD             USGS
 EP0608  HISTORY     - 1975     GOOD             NGS
 EP0608
 EP0608                          STATION DESCRIPTION
 EP0608
 EP0608'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 EP0608'ABOUT 19 MILES AIR LINE SOUTH OF VAUGHN, 3 MILES AIR LINE
 EP0608'SOUTH OF BURGETTES RANCH, ON THE HIGHEST POINT OF THE HIGHEST
 EP0608'HILL IN THE VICINITY.  TO REACH FROM LEWIS FILLING STATION AND
 EP0608'CABIN CAMP IN VAUGHN, GO WEST 0.8 MILE TO A GRADED ROAD LEADING
 EP0608'SOUTH ON A SECTION LINE, TURN LEFT (SOUTH) AND GO 12.0 MILES,
 EP0608'FOLLOW LEFT FORK SOUTH 5.1 MILES TO BURGETTES RANCH, FOLLOW
 EP0608'THE MAIN ROAD SOUTHWEST 1.4 MILES, PASS THROUGH A GATE AND GO
 EP0608'SOUTH 1.4 MILES ON THE MAIN-TRAVELED ROAD, CONTINUE SOUTH 0.5
 EP0608'MILE ON THE RIGHT OR MAIN FORK TO THE TOP OF A LOW GRADE,
 EP0608'TURN RIGHT (WEST) AND GO 0.3 MILE TO THE HIGHEST POINT OF
 EP0608'HILL AND THE STATION.  THE STATION, AZIMUTH, AND REFERENCE
 EP0608'MARKS ARE STANDARD DISKS SET IN ROCK.
 EP0608'REFERENCE MARK NO. 1 IS 14.11 METERS (46.3
 EP0608'FEET) (SLOPE) FROM STATION, AND NO.
 EP0608'2 IS 104.5 FEET (SLOPE) FROM STATION.
 EP0608'THE AZIMUTH MARK IS ON THE FIRST SPUR RIDGE TO THE SOUTHEAST,
 EP0608'0.2 MILE FROM STATION.
 EP0608
 EP0608                          STATION RECOVERY (1972)
 EP0608
 EP0608'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972 (RDS)
 EP0608'THE STATION IS LOCATED SOUTH 3 DEGREES WEST, ABOUT 20 MILES FROM
 EP0608'VAUGHN, NEW MEXICO, ON BURGETTE RANCH NEAR QUARTER CORNER
 EP0608'SECTIONS 11 AND 12, TOWNSHIP 1 NORTH, RANGE 16 EAST.
 EP0608'
 EP0608'TO REACH FROM THE POST OFFICE IN VAUGHN, NEW MEXICO, GO WEST
 EP0608'ON U.S. HIGHWAYS 54 AND 60, 0.8 MILE TO GRADED DIRT ROAD SOUTH
 EP0608'TO BURGETTE RANCH (17.0 MILES TO BURGETTE RANCH) TURN LEFT
 EP0608'(SOUTH) AND GO 7.3 MILES PASSING THROUGH TWO GATES TO THIRD GATE
 EP0608'AND ROAD FORK (ROAD SOUTHEAST TO RANCH BUILDINGS) PASS THROUGH
 EP0608'GATE AND CONTINUE SOUTH ON MAIN ROAD 4.1 MILES PASSING THROUGH
 EP0608'ONE GATE TO ROAD FORKS.  JUST NORTH OF RANCH BUILDINGS, TURN
 EP0608'LEFT AND FOLLOW MAIN ROAD SOUTH 5.6 MILES PASSING THROUGH FOUR
 EP0608'GATES TO BURGETTE RANCH HOUSE, PASS THROUGH CATTLEGUARD EAST
 EP0608'OF HOUSE.  TURN RIGHT AND FOLLOW ROAD SOUTHWEST 2.5 MILES TO
 EP0608'RED BOARD GATE, 100 FEET SOUTH OF GATE TURN RIGHT AND GO
 EP0608'0.2 MILE TO TOP OF RIDGE, FOLLOW TRACK ROAD SOUTH ALONG
 EP0608'RIDGE 0.75 MILE TO HIGHEST POINT ON RIDGE AND STATION.
 EP0608'STATION MARK IS 27 FEET SOUTH OF 4-FOOT ROCK CAIRN AND USC
 EP0608'AND GS WITNESS SIGN.
 EP0608'
 EP0608'THE STATION MARK AND REFERENCE MARKS ARE USC AND GS STANDARD
 EP0608'DISKS CEMENTED IN ROCK OUTCROP FLUSH WITH GROUND.
 EP0608'
 EP0608'DISK STAMPED BURGETTE 1934.
 EP0608'
 EP0608'REFERENCE MARK NO. 1--DISK STAMPED BURGETTE NO. 1 1934.
 EP0608'
 EP0608'REFERENCE MARK NO. 2--DISK STAMPED BURGETTE NO. 2 1934.
 EP0608'
 EP0608'AZIMUTH MARK WAS NOT SEARCHED FOR.
 EP0608'
 EP0608'STATION TORLUPE 1934 IS VISIBLE FROM THE GROUND TO SERVE AS
 EP0608'AZIMUTH MARK.
 EP0608'
 EP0608'ALL OBSERVATIONS MADE FROM A STANDARD TRIPOD.
 EP0608
 EP0608                          STATION RECOVERY (1975)
 EP0608
 EP0608'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (JRS)
 EP0608'THE STATION MARK, REFERENCE MARKS 1, 2, AND THE AZIMUTH MARK
 EP0608'WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.  OLD DATA WAS NOT
 EP0608'AVAILABLE FOR COMPARISON AT THIS TIME.  BECAUSE OF ROAD CHANGES A
 EP0608'COMPLETE DESCRIPTION FOLLOWS.
 EP0608'
 EP0608'THE STATION IS ABOUT 19 MILES SOUTH-SOUTHEAST OF VAUGHN, 21 MILES
 EP0608'EAST-NORTHEAST OF CORONA AND IS ON RANCH PROPERTY OWNED BY DAN
 EP0608'AND EMILE BURGETTE OF VAUGHN.  TELEPHONE NUMBER 845-2267.
 EP0608'
 EP0608'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 54, 60 AND
 EP0608'285 AT THE EAST EDGE OF VAUGHN, GO SOUTHEASTERLY ON U.S. HIGHWAY
 EP0608'285 FOR 15.0 MILES TO MILE POST 190 AND A SIDE ROAD
 EP0608'RIGHT.  TURN RIGHT AND GO WESTERLY ON A RANCH ROAD FOR 3.0 MILES
 EP0608'TO A CATTLE GUARD, CONTINUE WESTERLY FOR 1.45 MILES TO A CATTLE
 EP0608'GUARD, CONTINUE ON THE RANCH ROAD WESTERLY FOR 3.4 MILES TO
 EP0608'A CATTLE GUARD, CONTINUE WESTERLY 1.65 MILES TO A CATTLE
 EP0608'GUARD, CONTINUE WESTERLY FOR 2.35 MILES TO A SIDE ROAD LEFT
 EP0608'AND A CATTLE GUARD, JUST BEFORE REACHING SEVERAL RANCH
 EP0608'BUILDINGS.  TURN LEFT AND GO SOUTHWESTERLY ON A RANCH
 EP0608'ROAD FOR 0.15 MILE TO A CATTLE GUARD, CONTINUE
 EP0608'SOUTHWESTERLY AND TOWARDS THE RANCH BUILDINGS FOR ABOUT
 EP0608'100 FEET TO A FORK.  TAKE THE LEFT FORK AND GO
 EP0608'SOUTHWESTERLY ON A TRACK ROAD, UPHILL, FOR 1.75 MILE TO A
 EP0608'CROSS ROAD, CONTINUE SOUTHWESTERLY AND SOUTHERLY ON A TRACK
 EP0608'ROAD FOR 0.7 MILE TO A BOARD GATE, PASS THROUGH THE GATE AND
 EP0608'CONTINUE ON THE TRACK ROAD FOR ABOUT 50 FEET TO A DIM TRACK
 EP0608'ROAD RIGHT.  TURN RIGHT AND GO WESTERLY ON THE DIM TRACK ROAD
 EP0608'TO THE CREST OF THE RIDGE, BEAR LEFT AND GO SOUTHERLY ON A DIM
 EP0608'TRACK ROAD FOR 0.9 MILE TO THE HIGHEST POINT OF THE HILL AND THE
 EP0608'STATION NEAR A ROCK CAIRN.
 EP0608'
 EP0608'STATION MARK IS A STANDARD DISK, STAMPED BURGETTE 1934, CEMENTED
 EP0608'IN A RECESSED DRILLED HOLE IN BEDROCK THAT IS FLUSH WITH THE
 EP0608'SURROUNDING TERRAIN.  IT IS 24 FEET SOUTHWEST OF A 4 FOOT ROCK
 EP0608'CAIRN AND 48 FEET EAST OF THE EDGE OF A ROCK OUTCROP.
 EP0608'
 EP0608'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BURGETTE NO 1 1934,
 EP0608'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK.  IT IS 47 FEET
 EP0608'WEST-SOUTHWEST OF THE ROCK CAIRN AND IS ABOUT 1 FOOT LOWER
 EP0608'THAN THE STATION.
 EP0608'
 EP0608'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BURGETTE NO 2 1934,
 EP0608'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK.  IT IS 80 FEET
 EP0608'NORTHWEST OF THE ROCK CAIRN AND IS ABOUT THE SAME ELEVATION AS
 EP0608'THE STATION.
 EP0608'
 EP0608'AZIMUTH MARK IS A STANDARD REFERENCE DISK, STAMPED BURGETTE 1934
 EP0608'AZIMUTH, CEMENTED IN A DRILL HOLE IN BEDROCK.  IT IS 2 FEET NORTH OF
 EP0608'A 2 FOOT ROCK CAIRN.
 EP0608'
 EP0608'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTHERLY DOWN THE
 EP0608'RIDGE FOR 0.2 MILE TO A 2 FOOT HIGH ROCK CAIRN AND THE AZIMUTH MARK.
 EP0608'
 EP0608'HEIGHT OF LIGHT ABOVE STATION MARK 2.5 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0772 ***********************************************************************
 GM0772  DESIGNATION -  BURK
 GM0772  PID         -  GM0772
 GM0772  STATE/COUNTY-  NM/COLFAX
 GM0772  USGS QUAD   -  UTE PARK (1987)
 GM0772
 GM0772                         *CURRENT SURVEY CONTROL
 GM0772  ___________________________________________________________________
 GM0772* NAD 83(1992)-  36 33 32.43877(N)    105 05 16.37606(W)     ADJUSTED  
 GM0772* NAVD 88     -      2234.39   (+/-2cm)    7330.7    (feet)  VERTCON   
 GM0772  ___________________________________________________________________
 GM0772  LAPLACE CORR-          -7.45  (seconds)                    DEFLEC99
 GM0772  GEOID HEIGHT-         -16.93  (meters)                     GEOID03
 GM0772
 GM0772  HORZ ORDER  -  THIRD
 GM0772  VERT ORDER  -  THIRD ? (See Below)
 GM0772
 GM0772.The horizontal coordinates were established by classical geodetic methods
 GM0772.and adjusted by the National Geodetic Survey in December 1993..
 GM0772
 GM0772.The NAVD 88 height was computed by applying the VERTCON shift value to
 GM0772.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GM0772.The vertical order pertains to the NGVD 29 superseded value.
 GM0772
 GM0772.The Laplace correction was computed from DEFLEC99 derived deflections.
 GM0772
 GM0772.The geoid height was determined by GEOID03.
 GM0772
 GM0772;                    North         East     Units Scale Factor Converg.
 GM0772;SPC NM E     -   616,807.399    97,456.033   MT  0.99996528   -0 26 58.1
 GM0772;SPC NM E     - 2,023,642.27    319,737.00   sFT  0.99996528   -0 26 58.1
 GM0772;SPC NM C     -   617,165.320   604,028.038   MT  1.00003329   +0 41 32.2
 GM0772;SPC NM C     - 2,024,816.55  1,981,715.32   sFT  1.00003329   +0 41 32.2
 GM0772;UTM  13      - 4,045,957.413   492,135.658   MT  0.99960076   -0 03 08.4
 GM0772
 GM0772!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GM0772!SPC NM E     -   0.99965211  x   0.99996528  =   0.99961741
 GM0772!SPC NM C     -   0.99965211  x   1.00003329  =   0.99968539
 GM0772!UTM  13      -   0.99965211  x   0.99960076  =   0.99925301
 GM0772
 GM0772|---------------------------------------------------------------------|
 GM0772| PID    Reference Object                     Distance      Geod. Az  |
 GM0772|                                                           dddmmss.s |
 GM0772| CM8543 BURK RM 1                            18.458 METERS 07011     |
 GM0772| CM8542 BURK AZ MK                                         1022107.9 |
 GM0772| GM0232 X 56                                 24.672 METERS 31818     |
 GM0772|---------------------------------------------------------------------|
 GM0772
 GM0772                          SUPERSEDED SURVEY CONTROL
 GM0772
 GM0772  NAD 83(1986)-  36 33 32.44726(N)    105 05 16.38066(W) AD(       ) 3
 GM0772  NAD 27      -  36 33 32.33524(N)    105 05 14.38314(W) AD(       ) 3
 GM0772  NGVD 29 (07/19/86) 2233.29   (m)         7327.1    (f) LEVELING    3  
 GM0772
 GM0772.Superseded values are not recommended for survey control.
 GM0772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0772.See file dsdata.txt to determine how the superseded data were derived.
 GM0772
 GM0772_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDA9213645957(NAD 83)
 GM0772_MARKER: DS = TRIANGULATION STATION DISK
 GM0772_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GM0772
 GM0772  HISTORY     - Date     Condition        Report By
 GM0772  HISTORY     - 1961     MONUMENTED       CGS
 GM0772
 GM0772                          STATION DESCRIPTION
 GM0772
 GM0772'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 GM0772'THE STATION IS APPROXIMATELY 10 MILES WEST OF CIMARRON, 10 MILES
 GM0772'EAST OF EAGLE NEST, 1-1/2 MILES EAST OF UTE PARK AND ON PROPERTY
 GM0772'OWNED BY MR. FRANK BURK.
 GM0772'
 GM0772'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 64 AND
 GM0772'STATE HIGHWAY 21, IN CIMARRON, GO WEST ON HIGHWAY 64 FOR 10.6
 GM0772'MILES TO A SIDE ROAD LEFT, AND A SIGN CIMARRONCITA.  TURN LEFT,
 GM0772'SOUTH, FOR 0.2 MILE TO AN OLD RAILROAD BED AND THE STATION
 GM0772'IN THE SOUTH QUADRANT.
 GM0772'
 GM0772'STATION MARKS ARE STANDARD DISKS STAMPED BURK 1961.  THE SURFACE
 GM0772'DISK IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE
 GM0772'OF THE GROUND.  IT IS 53 FEET SOUTHEAST OF THE CENTER OF THE
 GM0772'OLD RAILROAD BED, 46 FEET SOUTH OF THE CENTER OF THE INTERSECTION,
 GM0772'AND 23 FEET SOUTHWEST OF THE CENTER OF THE GRAVELED ROAD.  THE
 GM0772'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 32
 GM0772'INCHES BELOW THE SURFACE OF THE GROUND.
 GM0772'
 GM0772'REFERENCE MARK 1, A STANDARD COAST AND GEODETIC SURVEY REFERENCE
 GM0772'MARK DISK STAMPED BURK NO 1 1961, IS SET IN THE TOP OF A SQUARE
 GM0772'CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 41
 GM0772'FEET NORTHEAST OF THE CENTER OF THE GRAVELED ROAD, AND 32
 GM0772'FEET SOUTHEAST OF THE CENTER OF THE OLD RAILROAD BED.
 GM0772'
 GM0772'BENCH MARK X 56, A STANDARD COAST AND GEODETIC SURVEY BENCH
 GM0772'MARK DISK STAMPED X 56 1934, IS SET IN THE TOP OF A SQUARE
 GM0772'CONCRETE POST THAT PROJECTS 0.1 FOOT ABOVE THE SURFACE OF THE
 GM0772'GROUND.  IT IS 24 FEET NORTHWEST OF THE CENTER OF THE OLD
 GM0772'RAILROAD BED AND 19 FEET SOUTHWEST OF THE CENTER OF THE GRAVELED
 GM0772'ROAD.
 GM0772'
 GM0772'THE AZIMUTH MARK, A STANDARD COAST AND GEODETIC SURVEY DISK,
 GM0772'STAMPED BURK 1961, IS SET IN THE TOP OF A CONCRETE POST THAT IS
 GM0772'FLUSH WITH THE TOP OF THE GROUND.  IT IS 54 FEET SOUTHEAST
 GM0772'OF THE NORTH ONE OF TWO TREES AND 27 FEET NORTHWEST OF A PINE
 GM0772'TREE.
 GM0772'
 GM0772'TO REACH THE AZIMUTH MARK FROM THE STATION GO EASTERLY ON THE
 GM0772'OLD RAILROAD BED FOR 0.15 MILE TO A FORK.  BEAR RIGHT FOR 0.05
 GM0772'MILE TO A FORK.  BEAR RIGHT FOR 0.05 MILE THEN TURN SHARP LEFT
 GM0772'ACROSS COUNTRY FOR 0.05 MILE TO THE AZIMUTH MARK.
 GM0772'
 GM0772'NOTE--MEASUREMENTS TO THE MARKS WERE MADE USING 5 KGS. TENSION
 GM0772'ON THE TAPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0762 ***********************************************************************
 DQ0762  DESIGNATION -  BURKETT RESET
 DQ0762  PID         -  DQ0762
 DQ0762  STATE/COUNTY-  NM/ROOSEVELT
 DQ0762  USGS QUAD   -  DORA (1984)
 DQ0762
 DQ0762                         *CURRENT SURVEY CONTROL
 DQ0762  ___________________________________________________________________
 DQ0762* NAD 83(1992)-  33 54 34.05110(N)    103 19 58.09740(W)     ADJUSTED  
 DQ0762* NAVD 88     -      1318.50   (+/-2cm)    4325.8    (feet)  VERTCON   
 DQ0762  ___________________________________________________________________
 DQ0762  LAPLACE CORR-          -0.33  (seconds)                    DEFLEC99
 DQ0762  GEOID HEIGHT-         -22.60  (meters)                     GEOID03
 DQ0762
 DQ0762  HORZ ORDER  -  SECOND
 DQ0762  VERT ORDER  -  THIRD ? (See Below)
 DQ0762
 DQ0762.The horizontal coordinates were established by classical geodetic methods
 DQ0762.and adjusted by the National Geodetic Survey in December 1993..
 DQ0762
 DQ0762.The NAVD 88 height was computed by applying the VERTCON shift value to
 DQ0762.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DQ0762.The vertical order pertains to the NGVD 29 superseded value.
 DQ0762
 DQ0762.The Laplace correction was computed from DEFLEC99 derived deflections.
 DQ0762
 DQ0762.The geoid height was determined by GEOID03.
 DQ0762
 DQ0762;                    North         East     Units Scale Factor Converg.
 DQ0762;SPC NM E     -   323,065.515   257,524.944   MT  1.00001459   +0 33 29.6
 DQ0762;SPC NM E     - 1,059,924.11    844,896.42   sFT  1.00001459   +0 33 29.6
 DQ0762;UTM  13      - 3,753,368.261   654,133.296   MT  0.99989287   +0 55 49.0
 DQ0762
 DQ0762!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ0762!SPC NM E     -   0.99979660  x   1.00001459  =   0.99981119
 DQ0762!UTM  13      -   0.99979660  x   0.99989287  =   0.99968950
 DQ0762
 DQ0762|---------------------------------------------------------------------|
 DQ0762| PID    Reference Object                     Distance      Geod. Az  |
 DQ0762|                                                           dddmmss.s |
 DQ0762| CJ6761 BURKETT RM 3                         24.051 METERS 14109     |
 DQ0762| DQ0759 MILNESAND NATURAL GAS MAST          APPROX.28.4 KM 1813423.0 |
 DQ0762| CJ6759 BURKETT AZ MK                                      1994534.5 |
 DQ0762| DQ0764 BURKETT RM 4                         22.475 METERS 21811     |
 DQ0762| DQ0239 H 50                                316.227 METERS 27147     |
 DQ0762| CJ6760 BURKETT RM 2                        397.628 METERS 30625     |
 DQ0762| DQ0763 DORA WATER TANK                     APPROX. 3.1 KM 3525509.0 |
 DQ0762|---------------------------------------------------------------------|
 DQ0762
 DQ0762                          SUPERSEDED SURVEY CONTROL
 DQ0762
 DQ0762  NAD 83(1986)-  33 54 34.05795(N)    103 19 58.09161(W) AD(       ) 2
 DQ0762  NAD 27      -  33 54 33.74300(N)    103 19 56.26300(W) AD(       ) 2
 DQ0762  NGVD 29 (07/19/86) 1317.96   (m)         4324.0    (f) LEVELING    3  
 DQ0762
 DQ0762.Superseded values are not recommended for survey control.
 DQ0762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0762.See file dsdata.txt to determine how the superseded data were derived.
 DQ0762
 DQ0762_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFT5413353368(NAD 83)
 DQ0762_MARKER: DS = TRIANGULATION STATION DISK
 DQ0762_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0762_SP_SET: SET INTO TOP OF CONCRETE POST
 DQ0762_STAMPING: BURKETT 1935 1971
 DQ0762_PROJECTION: PROJECTING 15 CENTIMETERS
 DQ0762
 DQ0762  HISTORY     - Date     Condition        Report By
 DQ0762  HISTORY     - 1971     MONUMENTED       NGS
 DQ0762  HISTORY     - 1985     GOOD             VAILCO
 DQ0762
 DQ0762                          STATION DESCRIPTION
 DQ0762
 DQ0762'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 DQ0762'THE STATION SURFACE MARK AND REFERENCE MARK NO.2 WERE FOUND TO HAVE
 DQ0762'BEEN DESTROYED.  THE STATION SUB-SURFACE MARK, REFERENCE MARK NO.1
 DQ0762'(USGS H50 1930) AND THE AZIMUTH MARK WERE RECOVERED AND FOUND IN
 DQ0762'GOOD CONDITION.  A NEW STATION SURFACE MARK AND REFERENCE MARKS
 DQ0762'NO. 3 AND 4 WERE ESTABLISHED AT THIS TIME.
 DQ0762'
 DQ0762'A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 DQ0762'
 DQ0762'THE STATION IS LOCATED ABOUT 19 MILES SOUTH OF PORTALES, 18 MILES
 DQ0762'NORTH OF MILNESAND, 2-1/2 MILES SOUTH OF DORA AND 0.2 MILE EAST OF
 DQ0762'STATE HIGHWAY 18.
 DQ0762'
 DQ0762'TO REACH THE STATION FROM THE MAIN INTERSECTION IN DORA, GO SOUTH
 DQ0762'ON STATE HIGHWAY 18 FOR 2.0 MILES TO A SIDE ROAD ON THE LEFT AND
 DQ0762'USGS H-50 1930 (R.M. NO.1) ON THE LEFT.  TURN LEFT AND GO EAST ON
 DQ0762'GRADED ROAD FOR 0.2 MILE TO STATION ON THE LEFT, ON THE NORTH SIDE
 DQ0762'OF EAST-WEST FENCE-LINE.
 DQ0762'
 DQ0762'THE STATION MARK IS A STANDARD DISK, SET IN THE TOP OF A SQUARE
 DQ0762'CONCRETE POST THAT PROJECTS ABOUT 6-INCHES AND IS STAMPED BURKETT
 DQ0762'1935 1971.  IT IS 31 FEET NORTH OF THE CENTER OF ROAD, 1-1/2 FEET
 DQ0762'NORTH OF FENCE-LINE AND 2 FEET NORTHEAST OF A METAL WITNESS POST.
 DQ0762'
 DQ0762'REFERENCE MARK NO.1 (USGS H-50 1930) IS A STANDARD U.S. GEOLOGICAL
 DQ0762'SURVEY BENCH MARK DISK, SET IN THE TOP OF 6 X 6-INCH SQUARE CONCRETE
 DQ0762'POST THAT PROJECTS 12-INCHES AND IS STAMPED H 50 1930.  IT IS 52
 DQ0762'FEET EAST OF THE CENTER-LINE OF STATE HIGHWAY 18, 32 FEET NORTH OF
 DQ0762'THE CENTER OF GRADED ROAD, 11.5 FEET EAST OF THE FENCE-CORNER
 DQ0762'POST AND 1 FOOT SOUTH OF THE FENCE-LINE.  NOTE--THE EAST-WEST
 DQ0762'FENCE-LINE IS ON LINE TO THE STATION AND THE DISTANCE CAN NOT BE
 DQ0762'TAPED DUE TO FENCE-LINE.
 DQ0762'
 DQ0762'REFERENCE MARK NO.3 IS A STANDARD SET IN THE TOP OF A ROUND
 DQ0762'CONCRETE POST THAT PROJECTS ABOUT 8-INCHES AND IS STAMPED BURKETT
 DQ0762'1935 NO 3 1972.  IT IS 31 FEET SOUTH OF THE CENTER OF ROAD AND 1
 DQ0762'FOOT NORTH OF THE FENCE-LINE.
 DQ0762'
 DQ0762'REFERENCE MARK NO.4 IS A STANDARD DISK, SET IN THE TOP OF A ROUND
 DQ0762'CONCRETE POST THAT PROJECTS ABOUT 8-INCHES AND IS STAMPED BURKETT
 DQ0762'1935 NO 4 1972.
 DQ0762'
 DQ0762'IT IS 31 FEET NORTH OF THE CENTER OF ROAD, 1 FOOT NORTH OF THE
 DQ0762'FENCE-LINE.
 DQ0762'
 DQ0762'AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK, SET IN THE TOP OF
 DQ0762'A SQUARE CONCRETE POST THAT PROJECTS 9-INCHES AND IS STAMPED BURKETT
 DQ0762'1935 AZIMUTH.  IT IS 194 FEET NORTH OF THE TANGENT OF DRIVE-WAY
 DQ0762'LEADING TO FARM HOUSE ON THE WEST SIDE OF HIGHWAY, 6 FEET WEST OF
 DQ0762'THE FENCE-LINE AND 5.5 FEET WEST OF A METAL WITNESS POST.
 DQ0762'
 DQ0762'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON GRADED ROAD
 DQ0762'FOR 0.2 MILE TO THE INTERSECTION OF STATE HIGHWAY 18.  TURN LEFT
 DQ0762'AND GO SOUTH ON ROUTE 18 FOR 0.55 MILE TO MARK ON THE LEFT.
 DQ0762'
 DQ0762'NOTE--THE STATION WAS RECOVERED IN 1971, AND THE STATION SURFACE
 DQ0762'MARK WAS RESET AT THAT TIME.  THAT IS THE REASON THE STATION MARK IS
 DQ0762'STAMPED BURKETT 1935 1972 AND THE REFERENCE MARKS ARE STAMPED
 DQ0762'BURKETT 1935 1972.
 DQ0762'
 DQ0762'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--DORA SOUTH
 DQ0762'2 MILES.
 DQ0762
 DQ0762                          STATION RECOVERY (1985)
 DQ0762
 DQ0762'RECOVERY NOTE BY VAIL COMPANY 1985 (RAV)
 DQ0762'BURKETT 1935 1971 FOUND GOOD.
 DQ0762'
 DQ0762'RECOVERED AS DESCRIBED.
 DQ0762'
 DQ0762'REFERENCE MARKS 1, 3, AND 4 RECOVERED IN GOOD CONDITION.
 DQ0762'
 DQ0762'AZIMUTH MARK RECOVERED IN GOOD CONDITION.
 DQ0762'
 DQ0762'REFERENCE MARK NO. 2 - CONCRETE POST FOUND OVERTURNED, BROKEN, AND
 DQ0762'DISK MISSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0764 ***********************************************************************
 DQ0764  DESIGNATION -  BURKETT RM 4
 DQ0764  PID         -  DQ0764
 DQ0764  STATE/COUNTY-  NM/ROOSEVELT
 DQ0764  USGS QUAD   -  DORA (1984)
 DQ0764
 DQ0764                         *CURRENT SURVEY CONTROL
 DQ0764  ___________________________________________________________________
 DQ0764* NAD 83(1992)-  33 54 33.47768(N)    103 19 58.63815(W)     ADJUSTED  
 DQ0764* NAVD 88     -      1319.     (meters)    4327.     (feet)  SCALED    
 DQ0764  ___________________________________________________________________
 DQ0764  LAPLACE CORR-          -0.33  (seconds)                    DEFLEC99
 DQ0764  GEOID HEIGHT-         -22.60  (meters)                     GEOID03
 DQ0764
 DQ0764  HORZ ORDER  -  THIRD
 DQ0764
 DQ0764.The horizontal coordinates were established by classical geodetic methods
 DQ0764.and adjusted by the National Geodetic Survey in December 1993..
 DQ0764
 DQ0764.The orthometric height was scaled from a topographic map.
 DQ0764
 DQ0764.The Laplace correction was computed from DEFLEC99 derived deflections.
 DQ0764
 DQ0764.The geoid height was determined by GEOID03.
 DQ0764
 DQ0764;                    North         East     Units Scale Factor Converg.
 DQ0764;SPC NM E     -   323,047.713   257,511.225   MT  1.00001456   +0 33 29.3
 DQ0764;SPC NM E     - 1,059,865.71    844,851.41   sFT  1.00001456   +0 33 29.3
 DQ0764;UTM  13      - 3,753,350.372   654,119.694   MT  0.99989282   +0 55 48.7
 DQ0764
 DQ0764!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ0764!SPC NM E     -   0.99979660  x   1.00001456  =   0.99981115
 DQ0764!UTM  13      -   0.99979660  x   0.99989282  =   0.99968944
 DQ0764
 DQ0764|---------------------------------------------------------------------|
 DQ0764| PID    Reference Object                     Distance      Geod. Az  |
 DQ0764|                                                           dddmmss.s |
 DQ0764| DQ0762 BURKETT RESET                        22.475 METERS 03811     |
 DQ0764| CJ6761 BURKETT RM 3                         28.994 METERS 09206     |
 DQ0764| DQ0239 H 50                                303.431 METERS 27512     |
 DQ0764|---------------------------------------------------------------------|
 DQ0764
 DQ0764                          SUPERSEDED SURVEY CONTROL
 DQ0764
 DQ0764  NAD 83(1986)-  33 54 33.48453(N)    103 19 58.63236(W) AD(       ) 3
 DQ0764  NAD 27      -  33 54 33.16968(N)    103 19 56.80359(W) AD(       ) 3
 DQ0764
 DQ0764.Superseded values are not recommended for survey control.
 DQ0764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0764.See file dsdata.txt to determine how the superseded data were derived.
 DQ0764
 DQ0764_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFT5412053350(NAD 83)
 DQ0764_MARKER: DR = REFERENCE MARK DISK
 DQ0764_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0764_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DQ0764_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0764+STABILITY: SURFACE MOTION
 DQ0764
 DQ0764  HISTORY     - Date     Condition        Report By
 DQ0764  HISTORY     - 1971     MONUMENTED       NGS
 DQ0764
 DQ0764                          STATION DESCRIPTION
 DQ0764
 DQ0764'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 DQ0764'REFERENCE MARK NO.4 IS A STANDARD DISK, SET IN THE TOP OF A ROUND
 DQ0764'CONCRETE POST THAT PROJECTS ABOUT 8-INCHES AND IS STAMPED BURKETT
 DQ0764'1935 NO 4 1972.
 DQ0764'
 DQ0764'IT IS 31 FEET NORTH OF THE CENTER OF ROAD, 1 FOOT NORTH OF THE
 DQ0764'FENCE-LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0642 ***********************************************************************
 GN0642  DESIGNATION -  BURN
 GN0642  PID         -  GN0642
 GN0642  STATE/COUNTY-  NM/SAN JUAN
 GN0642  USGS QUAD   -  BURNT MESA (1971)
 GN0642
 GN0642                         *CURRENT SURVEY CONTROL
 GN0642  ___________________________________________________________________
 GN0642* NAD 83(1992)-  36 56 00.97878(N)    107 31 35.51289(W)     ADJUSTED  
 GN0642* NAVD 88     -      2058.1    (meters)    6752.     (feet)  VERTCON   
 GN0642  ___________________________________________________________________
 GN0642  LAPLACE CORR-           2.22  (seconds)                    DEFLEC99
 GN0642  GEOID HEIGHT-         -20.10  (meters)                     GEOID03
 GN0642
 GN0642  HORZ ORDER  -  THIRD
 GN0642  VERT ORDER  -  THIRD ? (See Below)
 GN0642
 GN0642.The horizontal coordinates were established by classical geodetic methods
 GN0642.and adjusted by the National Geodetic Survey in December 1993..
 GN0642
 GN0642.The NAVD 88 height was computed by applying the VERTCON shift value to
 GN0642.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GN0642.The vertical order pertains to the NGVD 29 superseded value.
 GN0642
 GN0642.The Laplace correction was computed from DEFLEC99 derived deflections.
 GN0642
 GN0642.The geoid height was determined by GEOID03.
 GN0642
 GN0642;                    North         East     Units Scale Factor Converg.
 GN0642;SPC NM W     -   658,157.478   857,330.442   MT  0.99992587   +0 11 03.7
 GN0642;SPC NM W     - 2,159,304.99  2,812,758.29   sFT  0.99992587   +0 11 03.7
 GN0642;SPC CO S     -   336,385.491   733,862.068   MT  1.00006791   -1 14 34.9
 GN0642;SPC CO S     - 1,103,624.73  2,407,679.13   sFT  1.00006791   -1 14 34.9
 GN0642;UTM  13      - 4,090,489.263   274,983.419   MT  1.00022380   -1 31 07.7
 GN0642
 GN0642!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GN0642!SPC NM W     -   0.99968027  x   0.99992587  =   0.99960616
 GN0642!SPC CO S     -   0.99968027  x   1.00006791  =   0.99974815
 GN0642!UTM  13      -   0.99968027  x   1.00022380  =   0.99990399
 GN0642
 GN0642:                Primary Azimuth Mark                     Grid Az
 GN0642:SPC NM W     -  REX                                      035 40 42.3
 GN0642:SPC CO S     -  REX                                      037 06 20.9
 GN0642:UTM  13      -  REX                                      037 22 53.7
 GN0642
 GN0642|---------------------------------------------------------------------|
 GN0642| PID    Reference Object                     Distance      Geod. Az  |
 GN0642|                                                           dddmmss.s |
 GN0642| GN0549 REX                                 APPROX. 5.6 KM 0355146.0 |
 GN0642|---------------------------------------------------------------------|
 GN0642
 GN0642                          SUPERSEDED SURVEY CONTROL
 GN0642
 GN0642  NAD 83(1992)-  36 56 00.97797(N)    107 31 35.51414(W) AD(       ) 3
 GN0642  NAD 83(1986)-  36 56 00.97629(N)    107 31 35.51809(W) AD(       ) 3
 GN0642  NAD 27      -  36 56 00.96285(N)    107 31 33.33250(W) AD(       ) 3
 GN0642  NGVD 29 (07/19/86) 2056.9    (m)         6748.     (f) LEVELING    3  
 GN0642
 GN0642.Superseded values are not recommended for survey control.
 GN0642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0642.See file dsdata.txt to determine how the superseded data were derived.
 GN0642
 GN0642_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBA7498390489(NAD 83)
 GN0642_MARKER: DB = BENCH MARK DISK
 GN0642_SETTING: 0 = UNSPECIFIED SETTING
 GN0642_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GN0642
 GN0642  HISTORY     - Date     Condition        Report By
 GN0642  HISTORY     - 1952     MONUMENTED       USGS
 GN0642
 GN0642                          STATION DESCRIPTION
 GN0642
 GN0642'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 GN0642'STATION IS LOCATED ON TOP OF SMALL MESA, IN AIRLINE DISTANCE ABOUT
 GN0642'7.0 MI. SE. OF LA BOCA RAILROAD STATION, 8.0 MI. SW. OF ROSA, AND
 GN0642'10.0 MI. NE. OF THE CONFLUENCE OF THE PINE AND SAN JUAN RIVERS.
 GN0642'
 GN0642'TO REACH STATION FROM THE POST OFFICE IN ALLISON, COLORADO, GO E. 0.6
 GN0642'MI. TO CROSSROAD.  TURN LEFT (S.) AND GO 3.7 MI. TO Y-FORK.  TAKE
 GN0642'RIGHT (S.) FORK AND GO 3.6 MI. TO Y-FORK.  TAKE LEFT (SE.) FORK
 GN0642'AND GO 0.9 MI. TO HIGHEST LEVEL OF RD.  FROM HERE STATION IS FOUND
 GN0642'TO THE LEFT (W.) ABOUT 100 YDS. FROM RD. ON HIGHEST KNOLL.
 GN0642'
 GN0642'STATION MARK--STANDARD BENCH MARK MONUMENT, STAMPED ---BURN 1952---.
 GN0642'
 GN0642'REFERENCE MARK NO. 1--STANDARD BENCH MARK MONUMENT, STAMPED ---BURN
 GN0642'1952---, 38.1 FT. FROM STATION, S 41 DEG 56 MIN E.
 GN0642'
 GN0642'REFERENCE MARK NO. 2--STANDARD BENCH MARK MONUMENT, STAMPED ---BURN
 GN0642'1952---, 43.9 FT. FROM STATION, S 66 DEG 31 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0428 ***********************************************************************
 GN0428  DESIGNATION -  BURNED
 GN0428  PID         -  GN0428
 GN0428  STATE/COUNTY-  NM/RIO ARRIBA
 GN0428  USGS QUAD   -  BURNED MOUNTAIN (1995)
 GN0428
 GN0428                         *CURRENT SURVEY CONTROL
 GN0428  ___________________________________________________________________
 GN0428* NAD 83(1992)-  36 40 40.37188(N)    106 12 42.75650(W)     ADJUSTED  
 GN0428* NAVD 88     -      3107.9    (meters)   10197.     (feet)  VERTCON   
 GN0428  ___________________________________________________________________
 GN0428  LAPLACE CORR-          -0.70  (seconds)                    DEFLEC99
 GN0428  GEOID HEIGHT-         -16.62  (meters)                     GEOID03
 GN0428
 GN0428  HORZ ORDER  -  FIRST
 GN0428
 GN0428.The horizontal coordinates were established by classical geodetic methods
 GN0428.and adjusted by the National Geodetic Survey in December 1993..
 GN0428
 GN0428.The NAVD 88 height was computed by applying the VERTCON shift value to
 GN0428.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GN0428
 GN0428.The Laplace correction was computed from DEFLEC99 derived deflections.
 GN0428
 GN0428.The geoid height was determined by GEOID03.
 GN0428
 GN0428;                    North         East     Units Scale Factor Converg.
 GN0428;SPC NM C     -   629,727.322   503,407.329   MT  0.99990014   +0 01 22.0
 GN0428;SPC NM C     - 2,066,030.39  1,651,595.55   sFT  0.99990014   +0 01 22.0
 GN0428;UTM  13      - 4,059,823.726   391,716.486   MT  0.99974445   -0 43 26.2
 GN0428
 GN0428!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GN0428!SPC NM C     -   0.99951510  x   0.99990014  =   0.99941528
 GN0428!UTM  13      -   0.99951510  x   0.99974445  =   0.99925967
 GN0428
 GN0428|---------------------------------------------------------------------|
 GN0428| PID    Reference Object                     Distance      Geod. Az  |
 GN0428|                                                           dddmmss.s |
 GN0428| CD3193 BURNED RM 1                           4.780 METERS 07418     |
 GN0428| CD3194 BURNED RM 2                           8.898 METERS 30537     |
 GN0428| CD3192 BURNED AZ MK                                       3373000.1 |
 GN0428|---------------------------------------------------------------------|
 GN0428
 GN0428                          SUPERSEDED SURVEY CONTROL
 GN0428
 GN0428  NAD 83(1992)-  36 40 40.37335(N)    106 12 42.76150(W) AD(       ) 1
 GN0428  NAD 83(1986)-  36 40 40.37420(N)    106 12 42.76317(W) AD(       ) 1
 GN0428  NAD 27      -  36 40 40.31630(N)    106 12 40.67750(W) AD(       ) 1
 GN0428  NGVD 29 (07/19/86) 3106.5    (m)        10192.     (f) VERT ANG       
 GN0428
 GN0428.Superseded values are not recommended for survey control.
 GN0428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0428.See file dsdata.txt to determine how the superseded data were derived.
 GN0428
 GN0428_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCA9171659824(NAD 83)
 GN0428_MARKER: DS = TRIANGULATION STATION DISK
 GN0428_SETTING: 80 = SET IN A BOULDER
 GN0428_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 GN0428
 GN0428  HISTORY     - Date     Condition        Report By
 GN0428  HISTORY     - 1945     MONUMENTED       CGS
 GN0428  HISTORY     - 1953     GOOD             USGS
 GN0428
 GN0428                          STATION DESCRIPTION
 GN0428
 GN0428'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (CAE)
 GN0428'STATION IS LOCATED ON BURNED MOUNTAIN, A MOUNTAIN WHICH IS
 GN0428'ABOUT 19 MILES E OF TIERRA AMARILLA, AND ABOUT 2 MILES SE OF
 GN0428'HOPEWELL.  IT IS ON THE N END OF THE MOUNTAIN.
 GN0428'
 GN0428'TO REACH THE STATION FROM HOPEWELL, A SMALL SETTLEMENT WHICH
 GN0428'CAN BE REACHED BY MARKED ROADS, GO SE ON THE ONLY ROAD LEADING
 GN0428'IN THAT DIRECTION FOR 0.3 MILE TO A TRACK ROAD LEADING TO THE
 GN0428'RIGHT, TURN RIGHT ON THE TRACK ROAD AND CONTINUE FOR 0.3 MILE
 GN0428'TO A CROSS ROAD, CONTINUE STRAIGHT AHEAD ON THE TRACK ROAD
 GN0428'FOR 2.2 MILES TO WHERE THE ROAD BEARS SLIGHTLY TO THE RIGHT
 GN0428'UP A SHARP GRADE (THE AZIMUTH MARK IS AT THIS POINT), ABOUT
 GN0428'400 FEET TO THE LEFT OF THE ROAD, IN A LARGE ROCK OUTCROP
 GN0428'FACING THE S, AND ABOUT 6 FEET HIGH ON THAT SIDE.  CONTINUE
 GN0428'STRAIGHT AHEAD ON THE TRACK ROAD FOR 2.5 MILES TO WHERE THE
 GN0428'ROAD COMES UP ON THE SUMMIT OF A RIDGE LEADING TO THE S.
 GN0428'THIS IS THE END OF TRUCK TRAVEL.  PACK SW UP THE RIDGE TO THE
 GN0428'N END OF THE MOUNTAIN AND THE STATION.
 GN0428'
 GN0428'STATION MARK IS A BRONZE STATION DISK SET IN A BOULDER PROJECTING
 GN0428'ABOUT 3 INCHES.  STAMPED BURNED 1945 AND SET ON HIGHEST POINT
 GN0428'OF THE ONLY ROCKY AREA ON THE N END OF THE MOUNTAIN.
 GN0428'
 GN0428'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN OUTCROPPING
 GN0428'BEDROCK PROJECTING ABOUT 18 INCHES.  IT IS STAMPED BURNED
 GN0428'NO 1 1945.  IT IS ENE OF THE STATION AND ABOUT 2 FEET LOWER.
 GN0428'
 GN0428'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN OUTCROPPING
 GN0428'BEDROCK PROJECTING ABOUT 12 INCHES.  IT IS STAMPED BURNED NO 2
 GN0428'1945.  IT IS NW OF THE STATION AND ABOUT 2 FEET LOWER.
 GN0428'
 GN0428'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN A LARGE ROCK
 GN0428'OUTCROP PROJECTING ABOUT 6 FEET ON THE S SIDE.  IT IS STAMPED
 GN0428'BURNED 1945.  IT IS ABOUT 400 FEET N OF THE TRACK ROAD AND
 GN0428'3 FEET SSE OF A WITNESS POST SET IN A ROCK CAIRN.
 GN0428
 GN0428                          STATION RECOVERY (1953)
 GN0428
 GN0428'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1953 (JTD)
 GN0428'FOUND AS DESCRIBED.
 GN0428'
 GN0428'STATION MARK--A BRONZE STATION DISK, SET IN A BOULDER PROJECTING
 GN0428'ABOUT 3 IN.
 GN0428'
 GN0428'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1609 ***********************************************************************
 FO1609  DESIGNATION -  BURNS
 FO1609  PID         -  FO1609
 FO1609  STATE/COUNTY-  NM/MCKINLEY
 FO1609  USGS QUAD   -  CERRO ALESNA (1995)
 FO1609
 FO1609                         *CURRENT SURVEY CONTROL
 FO1609  ___________________________________________________________________
 FO1609* NAD 83(1992)-  35 28 38.99773(N)    107 35 27.13539(W)     ADJUSTED  
 FO1609* NAVD 88     -      2073.05   (+/-2cm)    6801.3    (feet)  VERTCON   
 FO1609  ___________________________________________________________________
 FO1609  LAPLACE CORR-           1.45  (seconds)                    DEFLEC99
 FO1609  GEOID HEIGHT-         -20.34  (meters)                     GEOID03
 FO1609
 FO1609  HORZ ORDER  -  THIRD
 FO1609  VERT ORDER  -  THIRD ? (See Below)
 FO1609
 FO1609.The horizontal coordinates were established by classical geodetic methods
 FO1609.and adjusted by the National Geodetic Survey in December 1993..
 FO1609
 FO1609.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1609.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1609.The vertical order pertains to the NGVD 29 superseded value.
 FO1609
 FO1609.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1609
 FO1609.The geoid height was determined by GEOID03.
 FO1609
 FO1609;                    North         East     Units Scale Factor Converg.
 FO1609;SPC NM W     -   496,580.361   852,002.786   MT  0.99992263   +0 08 26.6
 FO1609;SPC NM W     - 1,629,197.40  2,795,279.14   sFT  0.99992263   +0 08 26.6
 FO1609;UTM  13      - 3,929,083.847   264,934.013   MT  1.00028099   -1 30 15.8
 FO1609
 FO1609!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1609!SPC NM W     -   0.99967791  x   0.99992263  =   0.99960057
 FO1609!UTM  13      -   0.99967791  x   1.00028099  =   0.99995881
 FO1609
 FO1609|---------------------------------------------------------------------|
 FO1609| PID    Reference Object                     Distance      Geod. Az  |
 FO1609|                                                           dddmmss.s |
 FO1609| CD3197 BURNS RM 2                           12.067 METERS 09253     |
 FO1609| FO1610 CERRO ALESNA CAIRN                  APPROX. 2.7 KM 1170136.7 |
 FO1609| CD3195 BURNS AZ MK                                        2075210.8 |
 FO1609| CD3196 BURNS RM 1                           20.180 METERS 35435     |
 FO1609|---------------------------------------------------------------------|
 FO1609
 FO1609                          SUPERSEDED SURVEY CONTROL
 FO1609
 FO1609  NAD 83(1986)-  35 28 38.99905(N)    107 35 27.13699(W) AD(       ) 3
 FO1609  NAD 27      -  35 28 38.89270(N)    107 35 24.95050(W) AD(       ) 3
 FO1609  NGVD 29 (07/19/86) 2071.97   (m)         6797.8    (f) LEVELING    3  
 FO1609
 FO1609.Superseded values are not recommended for survey control.
 FO1609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1609.See file dsdata.txt to determine how the superseded data were derived.
 FO1609
 FO1609_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBV6493429084(NAD 83)
 FO1609_MARKER: DS = TRIANGULATION STATION DISK
 FO1609_SETTING: 80 = SET IN A BOULDER
 FO1609_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 FO1609
 FO1609  HISTORY     - Date     Condition        Report By
 FO1609  HISTORY     - 1958     MONUMENTED       CGS
 FO1609
 FO1609                          STATION DESCRIPTION
 FO1609
 FO1609'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RLE)
 FO1609'THE STATION IS LOCATED ON A SLIGHT RISE IN THE DESERT ABOUT
 FO1609'11 MILES NORTH-NORTHEAST OF SAN MATEO.  IT IS 162 FEET NORTH
 FO1609'OF A TELEPHONE POLE, 132 FEET NORTHWEST OF THE CENTER OF
 FO1609'A GRADED ROAD AND 5 FEET SOUTH OF A WITNESS POST.  THE MARK
 FO1609'PROJECTS 2 INCHES AND IS STAMPED BURNS 1958.
 FO1609'
 FO1609'REFERENCE MARK NO. 1 IS STAMPED BURNS NO 1 1958 AND IS CEMENTED
 FO1609'IN A DRILL HOLE IN A BOULDER THAT PROJECTS 2 FEET.
 FO1609'
 FO1609'REFERENCE MARK NO. 2 IS 114 FEET NORTHWEST OF THE CENTER OF A
 FO1609'GRADED ROAD.  THE MARK IS CEMENTED IN A DRILL HOLE IN A BOULDER
 FO1609'THAT PROJECTS 8 INCHES AND IS STAMPED BURNS NO 2 1958.
 FO1609'
 FO1609'THE AZIMUTH MARK IS 28 FEET SOUTH OF THE CENTER OF A GRADED
 FO1609'ROAD AND 6 FEET NORTHEAST OF A WITNESS POST.  IT IS CEMENTED
 FO1609'IN A DRILL HOLE IN A BOULDER THAT PROJECTS 3 FEET AND IS STAMPED
 FO1609'BURNS 1958.
 FO1609'
 FO1609'TO REACH THE STATION FROM THE SCHOOL HOUSE IN THE NORTH EDGE
 FO1609'OF SAN MATEO, GO NORTHERLY ON GRADED ROAD FOR 0.3 MILE TO A
 FO1609'SIDE ROAD RIGHT, CONTINUE STRAIGHT AHEAD ON GRADED ROAD FOR
 FO1609'1.05 MILES TO A SIDE ROAD LEFT, CONTINUE STRAIGHT AHEAD ON
 FO1609'GRADED ROAD FOR 1.45 MILES TO A CROSSROAD, TURN RIGHT AND GO
 FO1609'ON GRADED ROAD FOR 1.2 MILES TO A CATTLE GUARD, PASS THROUGH
 FO1609'CATTLE GUARD AND CONTINUE ON GRADED ROAD FOR 1.0 MILE TO A
 FO1609'T JUNCTION AT END OF DAM, TURN LEFT AND GO ON GRADED ROAD FOR
 FO1609'2.3 MILES TO TWO SIDE ROADS LEFT, TAKE THE SECOND SIDE ROAD AND
 FO1609'GO 0.4 MILE TO AN ALUMINUM GATE, PASS THROUGH GATE AND GO ON
 FO1609'GRADED ROAD FOR 2.3 MILES TO THE AZIMUTH MARK ON RIGHT AS
 FO1609'DESCRIBED.  CONTINUE ON GRADED ROAD FOR 1.3 MILES TO A FORK,
 FO1609'TAKE RIGHT FORK FOR 0.1 MILE TO THE STATION ON LEFT AS
 FO1609'DESCRIBED.
 FO1609'
 FO1609'HEIGHT OF LIGHT ABOVE STATION MARK 1.3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0968 ***********************************************************************
 DR0968  DESIGNATION -  BURNT
 DR0968  PID         -  DR0968
 DR0968  STATE/COUNTY-  NM/CHAVES
 DR0968  USGS QUAD   -  FLYING H (1989)
 DR0968
 DR0968                         *CURRENT SURVEY CONTROL
 DR0968  ___________________________________________________________________
 DR0968* NAD 83(1992)-  33 05 23.96235(N)    105 04 49.83984(W)     ADJUSTED  
 DR0968* NAVD 88     -      1688.     (meters)    5538.     (feet)  SCALED    
 DR0968  ___________________________________________________________________
 DR0968  LAPLACE CORR-          -6.43  (seconds)                    DEFLEC99
 DR0968  GEOID HEIGHT-         -21.47  (meters)                     GEOID03
 DR0968
 DR0968  HORZ ORDER  -  FIRST
 DR0968
 DR0968.The horizontal coordinates were established by classical geodetic methods
 DR0968.and adjusted by the National Geodetic Survey in December 1993..
 DR0968
 DR0968.The orthometric height was scaled from a topographic map.
 DR0968
 DR0968.The Laplace correction was computed from DEFLEC99 derived deflections.
 DR0968
 DR0968.The geoid height was determined by GEOID03.
 DR0968
 DR0968;                    North         East     Units Scale Factor Converg.
 DR0968;SPC NM E     -   231,981.270    95,250.346   MT  0.99996906   -0 24 28.6
 DR0968;SPC NM E     -   761,091.88    312,500.51   sFT  0.99996906   -0 24 28.6
 DR0968;SPC NM C     -   232,339.210   609,173.585   MT  1.00004691   +0 38 18.8
 DR0968;SPC NM C     -   762,266.22  1,998,597.00   sFT  1.00004691   +0 38 18.8
 DR0968;UTM  13      - 3,661,266.147   492,486.635   MT  0.99960070   -0 02 38.2
 DR0968
 DR0968!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR0968!SPC NM E     -   0.99973847  x   0.99996906  =   0.99970754
 DR0968!SPC NM C     -   0.99973847  x   1.00004691  =   0.99978537
 DR0968!UTM  13      -   0.99973847  x   0.99960070  =   0.99933928
 DR0968
 DR0968|---------------------------------------------------------------------|
 DR0968| PID    Reference Object                     Distance      Geod. Az  |
 DR0968|                                                           dddmmss.s |
 DR0968| CJ6772 BURNT RM 1                           48.116 METERS 05039     |
 DR0968| CJ6773 BURNT RM 2                           31.843 METERS 14750     |
 DR0968| CJ6771 BURNT AZ MK                                        3132204.7 |
 DR0968|---------------------------------------------------------------------|
 DR0968
 DR0968                          SUPERSEDED SURVEY CONTROL
 DR0968
 DR0968  NAD 83(1986)-  33 05 23.96968(N)    105 04 49.83992(W) AD(       ) 1
 DR0968  NAD 27      -  33 05 23.61220(N)    105 04 47.92680(W) AD(       ) 1
 DR0968
 DR0968.Superseded values are not recommended for survey control.
 DR0968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0968.See file dsdata.txt to determine how the superseded data were derived.
 DR0968
 DR0968_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDS9248761266(NAD 83)
 DR0968_MARKER: DS = TRIANGULATION STATION DISK
 DR0968_SETTING: 66 = SET IN ROCK OUTCROP
 DR0968
 DR0968  HISTORY     - Date     Condition        Report By
 DR0968  HISTORY     - 1934     MONUMENTED       CGS
 DR0968
 DR0968                          STATION DESCRIPTION
 DR0968
 DR0968'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 DR0968'ABOUT 6 MILES AIR LINE NORTH OF THE FLYING H RANCH, ABOUT 250 YARDS
 DR0968'NORTHWEST OF THE SOUTHEAST EDGE OF A FLAT-TOPPED MESA, ABOUT 200
 DR0968'YARDS SOUTHWEST OF THE HEAD OF A SMALL DRAW THAT RUNS SOUTHEAST,
 DR0968'AND ABOUT 250 YARDS NORTHEAST OF THE EDGE OF A DRAW TO THE
 DR0968'SOUTHWEST, ABOUT 0.2 MILE SOUTH OF AN EAST-AND-WEST SHEEP FENCE.
 DR0968'TO REACH FROM FLYING H RANCH WHICH IS OWNED BY A.C. HENDRICKS,
 DR0968'GO WEST 1.4 MILES ON THE MAIN ROAD, PASS THROUGH A GATE ON THE
 DR0968'RIGHT NEAR A SQUARE ROCK DUGOUT AND CONTINUE NORTH AND WEST
 DR0968'0.7 MILE, CROSS THE DRY WASH OF FELIX RIVER AND FOLLOW RIGHT
 DR0968'FORK NORTHWEST 4.8 MILES TO SALT HOUSE WELL AND CORRALS, GO
 DR0968'THROUGH GATE AT SOUTHEAST CORNER OF FEED LOT AND GO NORTH
 DR0968'ABOUT 50 YARDS, GO EAST 0.5 MILE ON A TRACK LEADING EASTWARD,
 DR0968'CROSS A DRY WASH AND TURN SHARPLY TO THE NORTH, FOLLOW TRACK
 DR0968'NORTH AND EAST ABOUT 2.5 MILES UP MAIN CANYON, GO SOUTHEAST 0.2
 DR0968'MILE, PASS THROUGH A GATE IN A NORTH-AND-SOUTH FENCE AND GO
 DR0968'SOUTHEAST ACROSS COUNTRY TO A TRACK FOLLOWING EAST ALONG AN
 DR0968'EAST-AND-WEST FENCE, GO 1.4 MILES ON TRACK ALONG FENCE, TURN
 DR0968'SOUTH AND GO ABOUT 0.1 MILE TO THE HIGHEST POINT OF MESA AND
 DR0968'THE STATION.  THE STATION, AZIMUTH, AND REFERENCE MARKS ARE
 DR0968'STANDARD DISKS SET IN BEDROCK.
 DR0968'REFERENCE MARK NO. 1 IS 157.86 FEET FROM STATION
 DR0968'N 50 DEG 39 MIN E, AND NO. 2 IS 104.47 FEET FROM STATION
 DR0968'S 32 DEG 09 MIN E.  THE AZIMUTH MARK IS 15 FEET SOUTH OF
 DR0968'THE EAST-AND-WEST SHEEP FENCE, AND 1/4 MILE FROM STATION
 DR0968'N 46 DEG 38 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0734 ***********************************************************************
 EQ0734  DESIGNATION -  BURR
 EQ0734  PID         -  EQ0734
 EQ0734  STATE/COUNTY-  NM/SOCORRO
 EQ0734  USGS QUAD   -  BECKER SW (1952)
 EQ0734
 EQ0734                         *CURRENT SURVEY CONTROL
 EQ0734  ___________________________________________________________________
 EQ0734* NAD 83(1992)-  34 18 09.37054(N)    106 42 42.39303(W)     ADJUSTED  
 EQ0734* NAVD 88     -      1646.6    (meters)    5402.     (feet)  VERTCON   
 EQ0734  ___________________________________________________________________
 EQ0734  LAPLACE CORR-           5.58  (seconds)                    DEFLEC99
 EQ0734  GEOID HEIGHT-         -21.42  (meters)                     GEOID03
 EQ0734
 EQ0734  HORZ ORDER  -  FIRST
 EQ0734
 EQ0734.The horizontal coordinates were established by classical geodetic methods
 EQ0734.and adjusted by the National Geodetic Survey in December 1993..
 EQ0734
 EQ0734.The NAVD 88 height was computed by applying the VERTCON shift value to
 EQ0734.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EQ0734
 EQ0734.The Laplace correction was computed from DEFLEC99 derived deflections.
 EQ0734
 EQ0734.The geoid height was determined by GEOID03.
 EQ0734
 EQ0734;                    North         East     Units Scale Factor Converg.
 EQ0734;SPC NM C     -   366,313.292   457,494.888   MT  0.99992226   -0 15 36.9
 EQ0734;SPC NM C     - 1,201,812.86  1,500,964.48   sFT  0.99992226   -0 15 36.9
 EQ0734;UTM  13      - 3,797,035.182   342,475.335   MT  0.99990587   -0 57 53.6
 EQ0734
 EQ0734!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EQ0734!SPC NM C     -   0.99974495  x   0.99992226  =   0.99966723
 EQ0734!UTM  13      -   0.99974495  x   0.99990587  =   0.99965084
 EQ0734
 EQ0734|---------------------------------------------------------------------|
 EQ0734| PID    Reference Object                     Distance      Geod. Az  |
 EQ0734|                                                           dddmmss.s |
 EQ0734| CD1710 BURR RM 1                            11.855 METERS 00030     |
 EQ0734| CD1711 BURR RM 2                            12.628 METERS 10711     |
 EQ0734| EQ0806 CLIFF                               APPROX.17.6 KM 2885255.8 |
 EQ0734|---------------------------------------------------------------------|
 EQ0734
 EQ0734                          SUPERSEDED SURVEY CONTROL
 EQ0734
 EQ0734  NAD 83(1986)-  34 18 09.37602(N)    106 42 42.39321(W) AD(       ) 1
 EQ0734  NAD 27      -  34 18 09.13199(N)    106 42 40.31490(W) AD(       ) 1
 EQ0734  NGVD 29 (07/19/86) 1645.8    (m)         5400.     (f) VERT ANG       
 EQ0734
 EQ0734.Superseded values are not recommended for survey control.
 EQ0734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0734.See file dsdata.txt to determine how the superseded data were derived.
 EQ0734
 EQ0734_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT4247597035(NAD 83)
 EQ0734_MARKER: DS = TRIANGULATION STATION DISK
 EQ0734_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EQ0734
 EQ0734  HISTORY     - Date     Condition        Report By
 EQ0734  HISTORY     - 1966     MONUMENTED       CGS
 EQ0734  HISTORY     - 1969     GOOD             CGS
 EQ0734  HISTORY     - 1975     GOOD             NGS
 EQ0734
 EQ0734                          STATION DESCRIPTION
 EQ0734
 EQ0734'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (JCC)
 EQ0734'THE STATION IS ABOUT 20 MILES NORTHEAST OF SOCORRO, 26 MILES SOUTH
 EQ0734'OF BELEN, ON THE HIGHEST POINT OF A NORTHWEST-SOUTHEAST RIDGE.
 EQ0734'
 EQ0734'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 85 AND 60 AT
 EQ0734'BERNARDO, GO EAST ON U.S. HIGHWAY 60 FOR 3.5 MILES TO THE JUNCTION
 EQ0734'OF STATE HIGHWAY 47.  CONTINUE EAST ON HIGHWAY 60 FOR 6.0 MILES TO
 EQ0734'A CROSSROAD AT SIGN WSMR RT 5 AND A RED BOARD GATE ON THE RIGHT.
 EQ0734'(THE KEY FOR THE GATE MAY BE OBTAINED FROM THE FIRST RANCH
 EQ0734'HEADQUARTERS JUST EAST OF THE RIO GRANDE RIVER ON THE NORTH SIDE
 EQ0734'OF HIGHWAY 60.) TURN RIGHT, PASSING THROUGH THE GATE AND GO
 EQ0734'SOUTHERLY ON GRAVELED ROAD FOR 1.25 MILES TO A FORK, TAKE THE
 EQ0734'RIGHT FORK FOR 0.2 MILE TO A BOARD GATE.  PASS THROUGH THE GATE
 EQ0734'AND CONTINUE SOUTHERLY ON DIRT ROAD FOR 6.05 MILES TO A FORK, TAKE
 EQ0734'THE RIGHT FORK FOR 0.15 MILE TO A CROSSROAD, NUMBER 3810.
 EQ0734'CONTINUE AHEAD, SOUTH, FOR 1.6 MILES TO THE CREST OF RIDGE.
 EQ0734'FROM THIS POINT, TURN LEFT, LEAVING THE ROAD AND GO EASTERLY
 EQ0734'ALONG THE TOP OF RIDGE FOR 0.2 MILE TO THE STATION.
 EQ0734'
 EQ0734'STATION MARK IS A STANDARD DISK, STAMPED BURR 1966, SET IN THE TOP
 EQ0734'OF A 12 INCH SQUARE CONCRETE POST, THAT PROJECTS 2 INCHES.  IT IS 10
 EQ0734'FEET EAST OF A METAL WITNESS POST.
 EQ0734'
 EQ0734'REFERENCE MARK 1 IS A STANDARD DISK STAMPED BURR NO 1 1966, SET IN
 EQ0734'THE TOP OF A 12 INCH SQUARE CONCRETE POST, THAT PROJECTS 4 INCHES.
 EQ0734'IT IS 33.5 FEET NORTH OF THE WITNESS POST AND ABOUT THE SAME
 EQ0734'ELEVATION AS THE STATION.
 EQ0734'
 EQ0734'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BURR NO 2 1966, SET IN
 EQ0734'THE TOP OF A 12 INCH SQUARE CONCRETE POST, THAT PROJECTS 6 INCHES.
 EQ0734'IT IS 50.5 FEET EAST OF THE WITNESS POST AND ABOUT THE SAME
 EQ0734'ELEVATION AS THE STATION.
 EQ0734
 EQ0734                          STATION RECOVERY (1969)
 EQ0734
 EQ0734'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LGB)
 EQ0734'THE STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD
 EQ0734'CONDITION.  THE 1966 DESCRIPTION IS ADEQUATE.
 EQ0734
 EQ0734                          STATION RECOVERY (1975)
 EQ0734
 EQ0734'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (JRS)
 EQ0734'THE STATION MARK, REFERENCE MARK 1 AND REFERENCE MARK 2 WERE
 EQ0734'RECOVERED IN GOOD CONDITION.  THE ANGLE BETWEEN THE REFERENCE MARKS
 EQ0734'CHECKED 1969 DATA AS DID THE DISTANCE TO REFERENCE MARK 1, HOWEVER,
 EQ0734'A DIFFERENCE OF 0.02 FOOT OR 0.008 METER LONGER WAS NOTED IN THE
 EQ0734'DISTANCE TO REFERENCE MARK 2 AND A DIFFERENCE OF 0.03 FOOT OR
 EQ0734'0.007 METER LONGER WAS NOTED IN THE DISTANCE BETWEEN THE
 EQ0734'REFERENCE MARKS. FOLLOWING IS A NEW DESCRIPTION.
 EQ0734'
 EQ0734'THE STATION IS LOCATED ABOUT 8 MILES SOUTHEAST OF CONTRERAS, 8-1/2
 EQ0734'MILES SOUTH OF U.S. HIGHWAY 60, 10 MILES EAST OF INTERSTATE HIGHWAY
 EQ0734'25, 10-3/4 MILES SOUTHEAST OF BERNARDO AND ON THE PROPERTY OF THE
 EQ0734'NATIONAL WILDLIFE REFUGE.  PERMISSION WAS GIVEN AND A KEY OBTAINED
 EQ0734'FROM MR. JOHN KIGER OF SOCORRO.  HIS MAILING ADDRESS IS POST
 EQ0734'OFFICE BOX 623, SOCORRO, NEW MEXICO AND HIS TELEPHONE NUMBER IS
 EQ0734'835-1439.
 EQ0734'
 EQ0734'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 25 AND
 EQ0734'U.S. HIGHWAY 60 AT BERNARDO, GO EAST ON U.S. HIGHWAY 60 FOR 3.3
 EQ0734'MILES TO STATE HIGHWAY 47.  CONTINUE EAST ON HIGHWAY 60 FOR 5.8
 EQ0734'MILES TO A TRACK CROSSROAD AND BOARD GATES ON EACH SIDE OF THE
 EQ0734'HIGHWAY.  TURN RIGHT, PASS THROUGH THE BOARD GATE AT THE SOUTH
 EQ0734'SIDE OF THE HIGHWAY ON GO SOUTH ON A TRACK ROAD FOR 1.2 MILES TO A
 EQ0734'FORK.  KEEP RIGHT AND CONTINUE SOUTH ON THE TRACK ROAD FOR 0.2
 EQ0734'MILE TO A LOCKED GATE.  PASS THROUGH THE GATE AND CONTINUE SOUTH ON
 EQ0734'A BLADED ROAD FOR 5.9 MILES TO A FORK.  KEEP RIGHT AND CONTINUE
 EQ0734'SOUTH FOR 0.25 MILE TO A REVERSE FORK ON THE LEFT.  CONTINUE
 EQ0734'SOUTH DOWNHILL, CROSSING A DRY RIVER BED, THEN UPHILL FOR 1.6 MILES
 EQ0734'TO A SADDLE IN A LOW RIDGE.  TURN LEFT AND GO SOUTHEAST ALONG THE
 EQ0734'TOP OF THE RIDGE FOR 0.2 MILE TO THE STATION.
 EQ0734'
 EQ0734'THE STATION MARK IS A STANDARD DISK, STAMPED BURR 1966, SET IN THE
 EQ0734'TOP OF A 12-INCH SQUARE CONCRETE MONUMENT, THAT PROJECTS 2 INCHES
 EQ0734'ABOVE THE GROUND.  IT IS 9.7 FEET SOUTHEAST OF A WITNESS POST.
 EQ0734'
 EQ0734'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BURR NO 1 1966, SET IN
 EQ0734'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT, THAT PROJECTS 2
 EQ0734'INCHES ABOVE THE GROUND.  IT IS 33 FEET NORTH OF THE WITNESS POST
 EQ0734'AND IS ABOUT THE SAME ELEVATION AS THE STATION.
 EQ0734'
 EQ0734'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BURR NO 2 1966, SET
 EQ0734'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT, THAT PROJECTS 4
 EQ0734'INCHES ABOVE THE GROUND.  IT IS 50 FEET EAST OF THE WITNESS POST
 EQ0734'AND ABOUT THE SAME ELEVATION AS THE STATION.
 EQ0734'
 EQ0734'THERE IS NO AZIMUTH MARK FOR THIS STATION.
 EQ0734'
 EQ0734'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--8 MILES SOUTHEAST
 EQ0734'OF CONTRERAS.
 EQ0734'
 EQ0734'HEIGHT OF LIGHT ABOVE STATION MARK 4.6 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0950 ***********************************************************************
 CY0950  DESIGNATION -  BURRO
 CY0950  PID         -  CY0950
 CY0950  STATE/COUNTY-  NM/GRANT
 CY0950  USGS QUAD   -  BURRO PEAK (1992)
 CY0950
 CY0950                         *CURRENT SURVEY CONTROL
 CY0950  ___________________________________________________________________
 CY0950* NAD 83(1992)-  32 35 26.59586(N)    108 25 57.74987(W)     ADJUSTED  
 CY0950* NAVD 88     -      2464.0    (meters)    8084.     (feet)  VERTCON   
 CY0950  ___________________________________________________________________
 CY0950  LAPLACE CORR-           1.82  (seconds)                    DEFLEC99
 CY0950  GEOID HEIGHT-         -24.33  (meters)                     GEOID03
 CY0950
 CY0950  HORZ ORDER  -  FIRST
 CY0950
 CY0950.The horizontal coordinates were established by classical geodetic methods
 CY0950.and adjusted by the National Geodetic Survey in December 1993..
 CY0950
 CY0950.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0950.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0950
 CY0950.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY0950
 CY0950.The geoid height was determined by GEOID03.
 CY0950
 CY0950;                    North         East     Units Scale Factor Converg.
 CY0950;SPC NM W     -   176,528.176   773,733.556   MT  0.99995569   -0 19 22.3
 CY0950;SPC NM W     -   579,159.52  2,538,490.84   sFT  0.99995569   -0 19 22.3
 CY0950;UTM  12      - 3,608,824.710   740,960.939   MT  1.00031603   +1 23 00.6
 CY0950
 CY0950!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY0950!SPC NM W     -   0.99961710  x   0.99995569  =   0.99957281
 CY0950!UTM  12      -   0.99961710  x   1.00031603  =   0.99993301
 CY0950
 CY0950|---------------------------------------------------------------------|
 CY0950| PID    Reference Object                     Distance      Geod. Az  |
 CY0950|                                                           dddmmss.s |
 CY0950| CC7063 BURRO RM 1                            4.800 METERS 02828     |
 CY0950| CC7064 BURRO RM 2                           40.300 METERS 03717     |
 CY0950| CY0951 BURRO RESET                           3.150 METERS 10657     |
 CY0950| CY1083 LINE RESET                          APPROX.60.3 KM 2985052.4 |
 CY0950|---------------------------------------------------------------------|
 CY0950
 CY0950                          SUPERSEDED SURVEY CONTROL
 CY0950
 CY0950  NAD 83(1992)-  32 35 26.59378(N)    108 25 57.74830(W) AD(       ) 1
 CY0950  NAD 83(1986)-  32 35 26.59249(N)    108 25 57.74683(W) AD(       ) 1
 CY0950  NAD 27      -  32 35 26.30594(N)    108 25 55.57503(W) AD(       ) 1
 CY0950  NGVD 29 (07/19/86) 2463.0    (m)         8081.     (f) VERT ANG       
 CY0950
 CY0950.Superseded values are not recommended for survey control.
 CY0950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0950.See file dsdata.txt to determine how the superseded data were derived.
 CY0950
 CY0950_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYB4096108825(NAD 83)
 CY0950_MARKER: DS = TRIANGULATION STATION DISK
 CY0950_SETTING: 66 = SET IN ROCK OUTCROP
 CY0950
 CY0950  HISTORY     - Date     Condition        Report By
 CY0950  HISTORY     - 1910     MONUMENTED       CGS
 CY0950  HISTORY     - 1938     SEE DESCRIPTION  CGS
 CY0950  HISTORY     - 1966     SEE DESCRIPTION  CGS
 CY0950  HISTORY     - 1976     GOOD             NGS
 CY0950
 CY0950                          STATION DESCRIPTION
 CY0950
 CY0950'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 CY0950'THIS STATION IS NEAR STATION BURRO (U.S.G.S.), ON THE NORTHEAST
 CY0950'AND HIGHEST POINT OF BIG BURRO MOUNTAINS, 15 MILES AIR LINE
 CY0950'SOUTHWEST BY WEST FROM SILVER CITY, 24 MILES AIR LINE NORTHEAST
 CY0950'FROM LORDBURG, AND 5-1/2 MILES AIR LINE SOUTHWEST FROM TYRONE.
 CY0950'THE STATION WAS MARKED WITH A STANDARD DISK STATION MARK
 CY0950'CEMENTED INTO A DRILL HOLE IN OUTCROPPING ROCK.
 CY0950'STATION BURRO (U.S.G.S.), MARKED  WITH THE STEM OF A
 CY0950'U.S.  GEOLOGICAL SURVEY BRASS STATION MARK CEMENTED IN A DRILL
 CY0950'HOLE IN THE ROCK, THE TOP, OR DISK PART, HAVING BEEN
 CY0950'BROKEN OFF, IS 3.150 METERS (10.33 FEET) FROM THE STATION.
 CY0950'S 73 DEG 09 MIN E.  IN 1934 AN OLD STATION MARK WAS
 CY0950'FOUND WITH THE DISK BROKEN OFF AND A NEW DISK WAS PLACED
 CY0950'IN THE DRILL HOLE AND STAMPED BURRO 1910-1934.  IT
 CY0950'WAS DECIDED LATER THAT THIS NEW DISK DOES NOT MARK THE 1910
 CY0950'STATION.  IT MARKS STATION BURRO (U.S.G.S.).  IN 1936 AND
 CY0950'IN 1938 THE DRILL HOLE WHICH HELD THE MARK FOR BURRO AND THE
 CY0950'STATION BURRO (U.S.G.S.) WHICH IS STAMPED BURRO 1910-1934
 CY0950'WERE RECOVERED.
 CY0950
 CY0950                          STATION RECOVERY (1966)
 CY0950
 CY0950'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JWC)
 CY0950'THE DRILL HOLE WHICH IS THE STATION WAS RECOVERED.
 CY0950
 CY0950                          STATION RECOVERY (1976)
 CY0950
 CY0950'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CWW)
 CY0950'STATION WAS NOT OCCUPIED BUT USED FOR CHECK ANGLE PURPOSES ONLY.
 CY0950'1972 DESCRIPTION REMAINS ACCURATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0536 ***********************************************************************
 GN0536  DESIGNATION -  BURRO
 GN0536  PID         -  GN0536
 GN0536  STATE/COUNTY-  NM/RIO ARRIBA
 GN0536  USGS QUAD   -  CEMENT LAKE (1963)
 GN0536
 GN0536                         *CURRENT SURVEY CONTROL
 GN0536  ___________________________________________________________________
 GN0536* NAD 83(1992)-  36 39 26.29928(N)    107 05 46.78430(W)     ADJUSTED  
 GN0536* NAVD 88     -      2307.3    (meters)    7570.     (feet)  VERTCON   
 GN0536  ___________________________________________________________________
 GN0536  LAPLACE CORR-           4.19  (seconds)                    DEFLEC99
 GN0536  GEOID HEIGHT-         -19.42  (meters)                     GEOID03
 GN0536
 GN0536  HORZ ORDER  -  SECOND
 GN0536
 GN0536.The horizontal coordinates were established by classical geodetic methods
 GN0536.and adjusted by the National Geodetic Survey in December 1993..
 GN0536
 GN0536.The NAVD 88 height was computed by applying the VERTCON shift value to
 GN0536.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GN0536
 GN0536.The Laplace correction was computed from DEFLEC99 derived deflections.
 GN0536
 GN0536.The geoid height was determined by GEOID03.
 GN0536
 GN0536;                    North         East     Units Scale Factor Converg.
 GN0536;SPC NM C     -   627,777.200   424,336.884   MT  0.99997051   -0 30 19.1
 GN0536;SPC NM C     - 2,059,632.36  1,392,178.59   sFT  0.99997051   -0 30 19.1
 GN0536;UTM  13      - 4,058,904.204   312,631.047   MT  1.00003254   -1 15 06.9
 GN0536
 GN0536!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GN0536!SPC NM C     -   0.99964107  x   0.99997051  =   0.99961159
 GN0536!UTM  13      -   0.99964107  x   1.00003254  =   0.99967360
 GN0536
 GN0536:                Primary Azimuth Mark                     Grid Az
 GN0536:SPC NM C     -  BURRO AZ MK                              089 19 24.8
 GN0536:UTM  13      -  BURRO AZ MK                              090 04 12.6
 GN0536
 GN0536|---------------------------------------------------------------------|
 GN0536| PID    Reference Object                     Distance      Geod. Az  |
 GN0536|                                                           dddmmss.s |
 GN0536| CD3198 BURRO AZ MK                                        0884905.7 |
 GN0536| CD3199 BURRO RM 1                           18.890 METERS 20048     |
 GN0536| CD3200 BURRO RM 2                           16.614 METERS 33107     |
 GN0536|---------------------------------------------------------------------|
 GN0536
 GN0536                          SUPERSEDED SURVEY CONTROL
 GN0536
 GN0536  NAD 83(1992)-  36 39 26.29816(N)    107 05 46.78927(W) AD(       ) 2
 GN0536  NAD 83(1986)-  36 39 26.29810(N)    107 05 46.78975(W) AD(       ) 2
 GN0536  NAD 27      -  36 39 26.25800(N)    107 05 44.63820(W) AD(       ) 2
 GN0536  NGVD 29 (07/19/86) 2306.1    (m)         7566.     (f) VERT ANG       
 GN0536
 GN0536.Superseded values are not recommended for survey control.
 GN0536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0536.See file dsdata.txt to determine how the superseded data were derived.
 GN0536
 GN0536_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCA1263158904(NAD 83)
 GN0536_MARKER: DD = SURVEY DISK
 GN0536_SETTING: 80 = SET IN A BOULDER
 GN0536_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 GN0536
 GN0536  HISTORY     - Date     Condition        Report By
 GN0536  HISTORY     - 1960     MONUMENTED       CGS
 GN0536  HISTORY     - 1963     GOOD             CGS
 GN0536
 GN0536                          STATION DESCRIPTION
 GN0536
 GN0536'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (HWK)
 GN0536'THE STATION IS ON THE TOP OF THE CENTER OF A NORTH-SOUTH RIDGE
 GN0536'WHICH IS 21 MILES WEST OF EL VADO, 20 MILES SOUTH OF DULCE AND
 GN0536'2 MILES SOUTH OF THE POND MILL GUARD STATION.
 GN0536'
 GN0536'TO REACH THE STATION FROM THE RAILWAY STATION IN DULCE, GO
 GN0536'SOUTH ON STATE HIGHWAY 17 FOR 10.9 MILES TO A ROAD FORK AT
 GN0536'A SIGN LA JARA - FARMINGTON.  BEAR RIGHT, WEST, ON HIGHWAY
 GN0536'17 FOR 2.1 MILES TO A SIDE ROAD ON THE LEFT AT A SIGN
 GN0536'CUBA - FARMINGTON.  TURN LEFT, SOUTH, ON THE MAIN GRADED ROAD
 GN0536'FOR 7.35 MILES TO THE POND MILL GUARD STATION ON THE RIGHT.
 GN0536'CONTINUE SOUTH ON THE MAIN ROAD FOR 2.3 MILES TO A DIM ROAD ON
 GN0536'THE RIGHT AT A POINT WHERE ROAD CROSSES THE TOP OF DIVIDE.
 GN0536'(CONTINUE SOUTH FOR 0.05 MILES TO THE AZIMUTH MARK ON THE
 GN0536'LEFT.) TURN RIGHT, WEST, ON THE DIM ROAD FOR 0.4 MILE TO
 GN0536'THE BASE OF THE HILL AND THE END OF TRUCK TRAVEL.  PACK WEST
 GN0536'UP THE STEEP HILL TO THE TOP OF THE RIDGE AND THEN SOUTH ALONG
 GN0536'THE TOP OF THE RIDGE TO THE STATION.  (APPROX. A 10 MINUTE
 GN0536'PACK)
 GN0536'
 GN0536'STATION MARK IS A STANDARD U.S. GEOLOGICAL SURVEY TRIANGULATION
 GN0536'STATION DISK, STAMPED BURRO 1960, CEMENTED IN A DRILL HOLE IN
 GN0536'A BOULDER WHICH PROJECTS 4 INCHES.  IT IS APPROXIMATELY 400
 GN0536'FEET SOUTH OF TALL ROCK FORMATIONS WHICH RISE OUT OF THE TOP
 GN0536'OF THE RIDGE.
 GN0536'
 GN0536'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED BURRO USGS NO 1
 GN0536'1960, CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH
 GN0536'PROJECTS 1 FOOT.  IT IS APPROXIMATELY 4 FEET LOWER IN ELEVATION
 GN0536'THAN THE STATION.
 GN0536'
 GN0536'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED BURRO USGS NO 2
 GN0536'1960, CEMENTED IN A DRILL HOLE IN A ROCK LEDGE WHICH PROJECTS
 GN0536'3 FEET.
 GN0536'
 GN0536'AZIMUTH MARK, A STANDARD DISK STAMPED BURRO USGS 1960, SET
 GN0536'IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS 20
 GN0536'FEET EAST OF THE CENTER OF THE GRADED ROAD, 3.5 FEET SOUTH OF
 GN0536'A 16-INCH PINE TREE WITH A TRIANGLE BLAZE AND 2 FEET NORTH OF
 GN0536'A METAL WITNESS POST
 GN0536'
 GN0536'NOTE--REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
 GN0536
 GN0536                          STATION RECOVERY (1963)
 GN0536
 GN0536'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CKP)
 GN0536'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 GN0536'CONDITION.  THE DESCRIPTION TO REACH THE STATION IS CORRECT AND
 GN0536'ADEQUATE.
 GN0536'
 GN0536'ASTRO PARTY 621 VISITED THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0951 ***********************************************************************
 CY0951  DESIGNATION -  BURRO RESET
 CY0951  PID         -  CY0951
 CY0951  STATE/COUNTY-  NM/GRANT
 CY0951  USGS QUAD   -  BURRO PEAK (1992)
 CY0951
 CY0951                         *CURRENT SURVEY CONTROL
 CY0951  ___________________________________________________________________
 CY0951* NAD 83(1992)-  32 35 26.56606(N)    108 25 57.63432(W)     ADJUSTED  
 CY0951* NAVD 88     -      2464.     (meters)    8084.     (feet)  SCALED    
 CY0951  ___________________________________________________________________
 CY0951  LAPLACE CORR-           1.82  (seconds)                    DEFLEC99
 CY0951  GEOID HEIGHT-         -24.33  (meters)                     GEOID03
 CY0951
 CY0951  HORZ ORDER  -  FIRST
 CY0951
 CY0951.The horizontal coordinates were established by classical geodetic methods
 CY0951.and adjusted by the National Geodetic Survey in December 1993..
 CY0951
 CY0951.The orthometric height was scaled from a topographic map.
 CY0951
 CY0951.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY0951
 CY0951.The geoid height was determined by GEOID03.
 CY0951
 CY0951;                    North         East     Units Scale Factor Converg.
 CY0951;SPC NM W     -   176,527.241   773,736.564   MT  0.99995569   -0 19 22.2
 CY0951;SPC NM W     -   579,156.46  2,538,500.71   sFT  0.99995569   -0 19 22.2
 CY0951;UTM  12      - 3,608,823.865   740,963.975   MT  1.00031604   +1 23 00.7
 CY0951
 CY0951!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY0951!SPC NM W     -   0.99961710  x   0.99995569  =   0.99957281
 CY0951!UTM  12      -   0.99961710  x   1.00031604  =   0.99993302
 CY0951
 CY0951|---------------------------------------------------------------------|
 CY0951| PID    Reference Object                     Distance      Geod. Az  |
 CY0951|                                                           dddmmss.s |
 CY0951| CC7067 BURRO RM 2                           12.263 METERS 26335     |
 CY0951| CY0950 BURRO                                 3.150 METERS 28657     |
 CY0951| CC7065 BURRO AZ MK                                        3174051.4 |
 CY0951| CY1074 BULLARD                             APPROX.16.4 KM 3230437.5 |
 CY0951| CC7066 BURRO RM 1                            5.265 METERS 34542     |
 CY0951|---------------------------------------------------------------------|
 CY0951
 CY0951                          SUPERSEDED SURVEY CONTROL
 CY0951
 CY0951  NAD 83(1992)-  32 35 26.56398(N)    108 25 57.63276(W) AD(       ) 1
 CY0951  NAD 83(1986)-  32 35 26.56269(N)    108 25 57.63128(W) AD(       ) 1
 CY0951  NAD 27      -  32 35 26.27624(N)    108 25 55.45923(W) AD(       ) 1
 CY0951
 CY0951.Superseded values are not recommended for survey control.
 CY0951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0951.See file dsdata.txt to determine how the superseded data were derived.
 CY0951
 CY0951_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYB4096408824(NAD 83)
 CY0951_MARKER: DD = SURVEY DISK
 CY0951_SETTING: 80 = SET IN A BOULDER
 CY0951_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 CY0951
 CY0951  HISTORY     - Date     Condition        Report By
 CY0951  HISTORY     - 1934     MONUMENTED       USGS
 CY0951  HISTORY     - 1931     GOOD             NGS
 CY0951  HISTORY     - 1934     GOOD             USGS
 CY0951  HISTORY     - 1966     SEE DESCRIPTION  CGS
 CY0951  HISTORY     - 1968     GOOD             USE
 CY0951
 CY0951                          STATION DESCRIPTION
 CY0951
 CY0951'DESCRIBED BY US GEOLOGICAL SURVEY 1934 (LCJ)
 CY0951'ABOUT 15 MILES AIR LINE SOUTHWEST BY WEST OF SILVER CITY,
 CY0951'24 MILES AIR LINE NORTHEAST OF LORDSBURG, 5-1/2 MILES AIR
 CY0951'LINE SOUTHWEST FROM TYRONE, ON THE NORTHEAST AND HIGHEST
 CY0951'POINT OF BIG BURRO MOUNTAINS, NEAR STATION BURRO.  STATION
 CY0951'IS MARKED WITH A STANDARD DISK SET IN A
 CY0951'DRILL HOLE IN A BOULDER WHICH FORMERLY HELD A U.S. GEOLOGICAL
 CY0951'SURVEY DISK.  THE DISK IS ERRONEOUSLY STAMPED BURRO-1910-1934.
 CY0951'REFERENCE MARKS ARE STANDARD DISKS SET IN BOULDERS.
 CY0951'NO. 1 IS 5.265 METERS (17.27 FEET) FROM STATION
 CY0951'N 14 DEG 25 MIN W, AND NO. 2 IS 12.263 METERS (40.23
 CY0951'FEET) FROM STATION S 83 DEG 32 MIN W.  THE AZIMUTH
 CY0951'MARK, A STANDARD DISK SET IN A BOULDER
 CY0951'IS ON THE SUMMIT OF THE TIMBERED MOUNTAIN NORTHWEST
 CY0951'OF THE STATION, AT A POINT 50 FEET WEST OF THE HIGHEST
 CY0951'POINT OF THE HILL, 50 FEET SOUTH OF THE EAST-WEST FENCE, 10
 CY0951'FEET SOUTHEAST OF A 12-INCH PINE TREE, AND 0.5 MILE
 CY0951'FROM STATION N 42 DEG 19 MIN W.  A DRILL HOLE IN
 CY0951'A BOULDER ABOUT 1-1/2 FEET LOWER THAN THE STATION AND 3.156
 CY0951'METERS (10.35 FEET) DISTANT, IS N 73 DEG 08 MIN W.
 CY0951
 CY0951                          STATION RECOVERY (1931)
 CY0951
 CY0951'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1931
 CY0951'THE STEM OF THE USGS MARK RECOVERED AND REFERENCED AS
 CY0951'BEING 10.33 FT. FROM BURRO (NGS 1910), N 73 DEG 09 MIN W.
 CY0951'
 CY0951'RECOVERED - REPORTED THAT BOTH THE USGS AND NGS
 CY0951'TABLETS HAD BEEN REMOVED.
 CY0951
 CY0951                          STATION RECOVERY (1934)
 CY0951
 CY0951'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1934
 CY0951'STATION RE-ESTABLISHED AND INCORRECTLY STAMPED
 CY0951'---BURRO 1910-1934---.
 CY0951'
 CY0951'STATION MARK--STANDARD USC AND GS DISK, SET IN DRILL HOLE IN
 CY0951'BOULDER, AND STAMPED ---BURRO 1910-1934---.
 CY0951
 CY0951                          STATION RECOVERY (1966)
 CY0951
 CY0951'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JWC)
 CY0951'STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED
 CY0951'AND ARE IN GOOD CONDITION.  THE DRILL HOLE (BURRO 1910) WAS
 CY0951'RECOVERED.
 CY0951'
 CY0951'THE STATION IS ABOUT 19 MILES WEST BY SOUTHWEST OF SILVER CITY,
 CY0951'24 MILES NORTHEAST OF LORDSBURG, AND 5-1/2 MILES SOUTHWEST
 CY0951'OF TYRONE, NEW MEXICO, IN THE GILA NATIONAL FOREST.  THE PEAK
 CY0951'IS CHARACTERIZED BY THREE SMALL KNOLLS OF ABOUT SIX
 CY0951'FEET IN HEIGHT ABOVE THE GENERAL CONTOUR OF THE MOUNTAIN
 CY0951'FORMING AN EQUILATERAL TRIANGLE WITH SIDES OF FIFTY YARDS.  THE
 CY0951'STATION IS LOCATED ON THE KNOLL FORMING THE MOST NORTHERLY
 CY0951'VERTEX OF THE TRIANGLE.
 CY0951'
 CY0951'A NEW DESCRIPTION TO REACH THE STATION FOLLOWS--
 CY0951'
 CY0951'TO REACH THE STATION FROM THE POST OFFICE IN TYRONE, NEW
 CY0951'MEXICO GO WESTERLY ON A GRAVELLED ROAD (THROUGH THE HOUSING
 CY0951'AREA OF THE TOWN) FOR 4.1 MILES TO A SIDE ROAD ON THE LEFT.
 CY0951'CONTINUE WESTERLY ON THE MAIN ROAD FOR 0.2 MILE TO A CROSS
 CY0951'ROAD.  CONTINUE WESTERLY, ON THE MAIN ROAD, FOR 0.5 MILE TO A
 CY0951'CATTLE GUARD AND SIGN READING, ENTER GILA NATIONAL FOREST.
 CY0951'CONTINUE WESTERLY FOR 0.75 MILE TO A FORK.  TAKE LEFT FORK
 CY0951'FOR 0.8 MILE TO A SIDE ROAD ON THE RIGHT.  CONTINUE AHEAD
 CY0951'FOR 0.4 MILE TO A TRACK ROAD ON THE LEFT.  TAKE TRACK ROAD,
 CY0951'SOUTHEASTERLY, FOR 1.3 MILES TO THE END OF THE ROAD AND
 CY0951'THE END OF TRUCK TRAVEL.
 CY0951'
 CY0951'PACK SOUTHERLY UP THE CANYON ALONG A WELL DEFINED TRAIL TO
 CY0951'A SADDLE THEN TURN LEFT AND EASTERLY TO THE PEAK.  THE PACK
 CY0951'TAKES ABOUT ONE HOUR.
 CY0951'
 CY0951'STATION IS A STANDARD DISK STAMPED BURRO 1910 1934 AND IS
 CY0951'CEMENTED IN A DRILL HOLE IN A SANDSTONE OUTCROP PROJECTING
 CY0951'18 INCHES.
 CY0951'
 CY0951'REFERENCE MARK 1 IS A STANDARD DISK STAMPED BURRO 1910 1934
 CY0951'AND IS CEMENTED IN A DRILL HOLE IN A BOULDER PROJECTING
 CY0951'18 INCHES.  IT IS ABOUT 15 FEET NORTH AND AT ABOUT THE SAME
 CY0951'ELEVATION AS THE STATION.
 CY0951'
 CY0951'REFERENCE MARK 2 IS A STANDARD DISK STAMPED BURRO 1910 1934
 CY0951'AND IS CEMENTED IN A DRILL HOLE IN A BOULDER PROJECTING 12
 CY0951'INCHES.  IT IS ABOUT 40 FEET WEST AND TWO FEET LOWER THAN
 CY0951'THE STATION.
 CY0951'
 CY0951'NO AZIMUTH MARK WAS MENTIONED ON THE PRIOR DISCRIPTION AND
 CY0951'NONE WAS RECOVERED WITH THE STATION.
 CY0951'
 CY0951'HEIGHT OF LIGHT ABOVE STATION MARK 1.31 METERS.
 CY0951'
 CY0951'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5-1/2 MILES
 CY0951'SOUTHWEST OF TYRONE, NEW MEXICO
 CY0951
 CY0951                          STATION RECOVERY (1968)
 CY0951
 CY0951'RECOVERY NOTE BY US ENGINEERS 1968
 CY0951'MARK IS LOCATED APPROXIMATELY 23.5 AIRMILES (NE) OF LORDSBURG,
 CY0951'NEW MEXICO.  19.4 AIRMILES (ESE) OF RED ROCK, NEW MEXICO.
 CY0951'
 CY0951'TO REACH MARK FROM INTERSECTION OF U.S. HWY 70 AND N.M. HWY
 CY0951'90 (N) OF LORDSBURG, NEW MEXICO, GO (NE) ON HWY 90 FOR 18.3
 CY0951'MILES TO A DIRT ROAD LEFT AND HISTORICAL LANDMARK ON THE LEFT.
 CY0951'TURN LEFT (NW) ON USFS ROAD 860 (GOLD GULCH RD) AND GO 3.3
 CY0951'MILES TO A LARGE WASH AND A Y-INTERSECTION.  TAKE RIGHT FORK
 CY0951'(N) (USFS ROAD 836, JACKS PEAK RD) AND GO 5.8 MILES TO REMAINS
 CY0951'OF FOREST SERVICE BUILDINGS ON THE LEFT AND END OF VEHICLE
 CY0951'TRAVEL.  FROM HERE PACK (NNW) INTO LARGE VALLEY AND UP A
 CY0951'STEEP GRADE TO HIGH POINT ON HILL AND STATION SITE.
 CY0951'
 CY0951'STATION IS MARKED BY A USC AND GS BRONZE DISK SET IN A BEDROCK
 CY0951'OUTCROP PROTRUDING 0.11 M ABOVE GROUND.  STAMPED BURRO 1910
 CY0951'1934.
 CY0951'
 CY0951'R.M. 1 IS A USC AND GS BRONZE DISK SET IN A BEDROCK OUTCROP
 CY0951'PROTRUDING 0.14 M ABOVE GROUND.  STAMPED BURRO NO 1 1910 1934.
 CY0951'IT IS LOCATED 5.31 M (NNW) OF MARK ON A MAG. AZ. OF 346 DEG
 CY0951'AND A D.E. OF -0.45 M.
 CY0951'
 CY0951'R.M. 2 IS A USC AND GS BRONZE DISK SET IN A BEDROCK OUTCROP
 CY0951'PROTRUDING 0.30 M ABOVE GROUND.  STAMPED BURRO NO 2 1910
 CY0951'1934.  IT IS LOCATED 12.36 M (W) OF MARK ON A MAG. AZ. OF
 CY0951'263 DEG AND A D.E. OF -1.24 M.
 CY0951'
 CY0951'CONDITION OF EXISTING MARKS IS EXCELLENT.  VIEW IS EXCELLENT
 CY0951'IN ALL DIRECTIONS EXCEPT IN MAG. AZ. AREA OF 340 DEG -20 DEG
 CY0951'(HEAVY TIMBER).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS1143 ***********************************************************************
 DS1143  DESIGNATION -  BURSUM
 DS1143  PID         -  DS1143
 DS1143  STATE/COUNTY-  NM/SOCORRO
 DS1143  USGS QUAD   -  WRYE PEAK SW (1982)
 DS1143
 DS1143                         *CURRENT SURVEY CONTROL
 DS1143  ___________________________________________________________________
 DS1143* NAD 83(1992)-  33 48 53.99896(N)    106 28 13.22587(W)     ADJUSTED  
 DS1143* NAVD 88     -      1680.0    (meters)    5512.     (feet)  VERTCON   
 DS1143  ___________________________________________________________________
 DS1143  LAPLACE CORR-           7.47  (seconds)                    DEFLEC99
 DS1143  GEOID HEIGHT-         -21.77  (meters)                     GEOID03
 DS1143
 DS1143  HORZ ORDER  -  FIRST
 DS1143
 DS1143.The horizontal coordinates were established by classical geodetic methods
 DS1143.and adjusted by the National Geodetic Survey in December 1993..
 DS1143
 DS1143.The NAVD 88 height was computed by applying the VERTCON shift value to
 DS1143.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DS1143
 DS1143.The Laplace correction was computed from DEFLEC99 derived deflections.
 DS1143
 DS1143.The geoid height was determined by GEOID03.
 DS1143
 DS1143;                    North         East     Units Scale Factor Converg.
 DS1143;SPC NM C     -   312,157.365   479,601.886   MT  0.99990513   -0 07 21.4
 DS1143;SPC NM C     - 1,024,136.29  1,573,493.85   sFT  0.99990513   -0 07 21.4
 DS1143;UTM  13      - 3,742,615.671   363,917.861   MT  0.99982829   -0 49 06.2
 DS1143
 DS1143!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS1143!SPC NM C     -   0.99973974  x   0.99990513  =   0.99964490
 DS1143!UTM  13      -   0.99973974  x   0.99982829  =   0.99956808
 DS1143
 DS1143|---------------------------------------------------------------------|
 DS1143| PID    Reference Object                     Distance      Geod. Az  |
 DS1143|                                                           dddmmss.s |
 DS1143| CD1713 BURSUM RM 1                           6.240 METERS 09218     |
 DS1143| CD1712 BURSUM AZ MK RESET                                 1175946.0 |
 DS1143| CD1715 BURSUM RM 3                           5.365 METERS 20214     |
 DS1143| CD1714 BURSUM RM 2                           5.363 METERS 27914     |
 DS1143|---------------------------------------------------------------------|
 DS1143
 DS1143                          SUPERSEDED SURVEY CONTROL
 DS1143
 DS1143  NAD 83(1986)-  33 48 54.00611(N)    106 28 13.22803(W) AD(       ) 1
 DS1143  NAD 27      -  33 48 53.75890(N)    106 28 11.19210(W) AD(       ) 1
 DS1143  NGVD 29 (07/19/86) 1679.3    (m)         5510.     (f) VERT ANG       
 DS1143
 DS1143.Superseded values are not recommended for survey control.
 DS1143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS1143.See file dsdata.txt to determine how the superseded data were derived.
 DS1143
 DS1143_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT6391842616(NAD 83)
 DS1143_MARKER: DS = TRIANGULATION STATION DISK
 DS1143_SETTING: 66 = SET IN ROCK OUTCROP
 DS1143
 DS1143  HISTORY     - Date     Condition        Report By
 DS1143  HISTORY     - 1934     MONUMENTED       CGS
 DS1143  HISTORY     - 1952     GOOD             CGS
 DS1143  HISTORY     - 1966     GOOD             CGS
 DS1143  HISTORY     - 1968     GOOD             CGS
 DS1143
 DS1143                          STATION DESCRIPTION
 DS1143
 DS1143'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (LCJ)
 DS1143'THE STATION IS ABOUT 26 MILES SOUTH OF EAST OF SAN ANTONIO,
 DS1143'4 MILES SOUTH OF BURSUMS RANCH, NEAR THE WEST SIDE OF T. 6 S.,
 DS1143'R. 5 E., AND ON THE HIGHEST PEAK OF A REDDISH, ROCKY RANGE
 DS1143'OF LOW MOUNTAINS LYING WEST OF THE OSCURO RANGE.  BURSUMS
 DS1143'RANCH MAY BE REACHED BY TURNING OFF U.S. HIGHWAY 380 AT A
 DS1143'POINT 22 MILES EAST OF SAN ANTONIO AND FOLLOWING AN UNGRADED
 DS1143'ROAD SOUTHWARD 4.5 MILES.  TO REACH THE STATION FROM HERE,
 DS1143'FOLLOW A TRAIL, WHICH LEADS SOUTHWARD AND THEN BEARS WESTWARD,
 DS1143'4.15 MILES TO A DIRT TANK AND AN OLD ROCK HOUSE.  FROM HERE
 DS1143'THE STATION IS ABOUT A 20-MINUTE PACK BEYOND A SMALL RIDGE
 DS1143'TOWARD THE EAST.  THE STATION AND REFERENCE MARKS ARE
 DS1143'STANDARD DISKS SET IN ROCK.
 DS1143'REFERENCE MARK NO. 1 IS 6.50 METERS (21.3 FEET) (SLOPE
 DS1143'DISTANCE) FROM THE STATION N 92 DEG 18 MIN E, AND NO.
 DS1143'2 IS 14.61 METERS (47.9 FEET) (SLOPE DISTANCE) FROM THE
 DS1143'STATION N 80 DEG 46 MIN W.
 DS1143
 DS1143                          STATION RECOVERY (1952)
 DS1143
 DS1143'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (RLE)
 DS1143'THE STATION AND REFERENCE MARK NO. 1 WERE RECOVERED AND FOUND
 DS1143'TO BE IN GOOD CONDITION.  A NEW REFERENCE MARK NO. 3 AND
 DS1143'AZIMUTH MARK WERE ESTABLISHED.
 DS1143'
 DS1143'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION--
 DS1143'
 DS1143'THE STATION IS LOCATED ABOUT 26 MILES SOUTHEAST OF SAN ANTONIO
 DS1143'ON THE SUMMIT OF A SHARP ROCKY PEAK WHICH IS THE HIGHEST
 DS1143'POINT OF A RANGE OF LOW MOUNTAINS LYING JUST WEST OF THE OSCURA
 DS1143'MOUNTAIN RANGE.  IT IS STAMPED BURSUM 1934.
 DS1143'
 DS1143'REFERENCE MARK NO. 1 IS ON THE EAST EDGE OF THE SUMMIT OF
 DS1143'PEAK AND IS ABOUT 5 FEET LOWER IN ELEVATION THAN THE STATION.
 DS1143'IT IS STAMPED BURSUM NO 1 1934.
 DS1143'
 DS1143'REFERENCE MARK NO. 3 IS ON THE SOUTH SLOPE OF PEAK AND IS ABOUT
 DS1143'10 FEET LOWER IN ELEVATION THAN THE STATION.
 DS1143'
 DS1143'THE AZIMUTH MARK IS ONTHE SOUTH EDGE OF THE SUMMIT OF A LOW
 DS1143'RIDGE, 15 FEET SOUTH OF THE CENTER OF A TRACK ROAD.  IT IS
 DS1143'STAMPED BURSUM 1934 RESET 1952.
 DS1143'
 DS1143'TO REACH THE STATION FROM THE BINGHAM POST OFFICE, GO WEST ON
 DS1143'U.S. HIGHWAY 380 FOR 5.45 MILES TO A CROSSROAD, TURN LEFT ACROSS
 DS1143'CATTLE GUARD AND GO SOUTH ON DIRT ROAD PASSING THROUGH RANCH
 DS1143'YARD FOR 1.7 MILES TO A FORK AND GATE ON RIGHT.  TAKE LEFT
 DS1143'FORK AND GO SOUTHEAST FOR 0.45 MILE TO A FORK, TAKE RIGHT FORK
 DS1143'AND GO SOUTH FOR 2.2 MILES TO A GATE IN EAST-WEST FENCE LINE
 DS1143'AND WINDMILL ON LEFT.  PASS THROUGH GATE AND CONTINUE SOUTH
 DS1143'FOR 0.1 MILE TO A FORK, TAKE RIGHT FORK AND GO SOUTHWEST FOR
 DS1143'1.3 MILES TO A DIM TRACK ROAD ON RIGHT, TURN RIGHT AND GO
 DS1143'WEST ON DIM TRACK ROAD FOR 0.9 MILE TO THE SUMMIT OF THE
 DS1143'SECOND SMALL RIDGE AND AZIMUTH MARK JUST SOUTH AS
 DS1143'DESCRIBED.  CONTINUE WEST FOR 0.6 MILE TO THE HIGHEST POINT
 DS1143'OF HILL AND STATION AS DESCRIBED.
 DS1143
 DS1143                          STATION RECOVERY (1966)
 DS1143
 DS1143'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JWC)
 DS1143'THE STATION MARK, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK
 DS1143'WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.  THE PREVIOUS
 DS1143'DESCRIPTION IS INADEQUATE.  A NEW COMPLETE DESCRIPTION FOLLOWS--
 DS1143'
 DS1143'THE STATION IS ABOUT 32 MILES WEST-NORTHWEST OF CARRIZOZO, 8
 DS1143'MILES SOUTH-SOUTHWEST OF BINGHAM ON THE SUMMIT OF A SHARP
 DS1143'AND ROCKY PEAK WHICH IS THE HIGHEST POINT OF A RANGE OF LOW
 DS1143'MOUNTAINS LYING JUST WEST OF THE OSCURA MOUNTAIN RANGE.
 DS1143'
 DS1143'TO REACH THE STATION FROM THE POST OFFICE IN TULAROSA, GO WEST
 DS1143'ON HIGHWAY 52 FOR 1.35 MILES TO A T-JUNCTION JUST AFTER CROSSING
 DS1143'RAILROAD TRACKS.  TURN RIGHT AND GO NORTH FOR 0.25 MILE TO A
 DS1143'FORK.  TAKE THE LEFT FORK AND GO WEST FOR 6.35 MILES TO A GUARD
 DS1143'SHACK AT A CROSSROAD.  CONTINUE WEST ON A PAVED ROAD FOR 20.95
 DS1143'MILES TO A CROSSROAD.  TURN RIGHT AND GO NORTH ON A PAVED ROAD
 DS1143'FOR 27.65 MILES TO A SIDE ROAD RIGHT.  CONTINUE NORTHERLY FOR
 DS1143'6.75 MILES TO A CROSSROAD.  CONTINUE NORTH FOR 15.25 MILES TO
 DS1143'A SIDE ROAD RIGHT.  TURN RIGHT AND GO EASTERLY ON A GRAVELED
 DS1143'ROAD FOR 8.25 MILES TO A SIDE ROAD LEFT JUST AFTER PASSING
 DS1143'AN OLD WINDMILL ON THE LEFT.  TURN LEFT AND FOLLOW A TRACK
 DS1143'ROAD EASTERLY FOR 2.6 MILES TO A DIM FORK.  TAKE THE LEFT FORK
 DS1143'AND GO NORTHWEST FOR 0.9 MILES TO THE AZIMUTH MARK ON THE LEFT,
 DS1143'ON A ROCKY POINT.  CONTINUE NORTH ON THE TRACK ROAD FOR 0.5
 DS1143'MILE TO THE STATION.
 DS1143'
 DS1143'THE STATION MARK IS A STANDARD DISK STAMPED BURSUM 1934, CEMENTED
 DS1143'IN A DRILL HOLE IN A 4 X 4 FOOT ROCK OUTCROP THAT IS FLUSH
 DS1143'WITH THE GROUND.
 DS1143'
 DS1143'REFERENCE MARK 1 IS A STANDARD DISK STAMPED BURSUM NO 1 1934,
 DS1143'CEMENTED IN A DRILL HOLE IN A 1 X 2 FOOT ROCK OUTCROP THAT
 DS1143'PROJECTS 3 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS ON THE
 DS1143'EAST EDGE OF THE SUMMIT OF THE PEAK AND IS ABOUT 4 FEET LOWER
 DS1143'IN ELEVATION THAN THE STATION MARK.  THE DISTANCE
 DS1143'FROM THE AXIS OF THE TELESCOPE IS 28.74 FEET OR 8.759 METERS.
 DS1143'
 DS1143'REFERENCE MARK 3 IS A STANDARD DISK STAMPED BURSUM NO 3 1934,
 DS1143'CEMENTED IN A DRILL HOLE IN A 2 X 2 FOOT ROCK OUTCROP THAT PROJECTS
 DS1143'1 INCH ABOVE THE SURFACE OF THE GROUND.  IT IS ON THE SOUTH
 DS1143'EDGE OF THE PEAK AND ABOUT 10 FEET LOWER THAN THE STATION.
 DS1143'THE DISTANCE FROM THE AXIS OF THE TELESCOPE IS
 DS1143'22.33 FEET OR 6.807 METERS.
 DS1143'
 DS1143'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BURSUM 1934 RESET
 DS1143'1952, CEMENTED IN A DRILL HOLE IN A 3 X 3 FOOT ROCK OUTCROP
 DS1143'AND IS 1 FOOT BELOW THE SURFACE OF THE GROUND AND ON THE WEST
 DS1143'EDGE OF A ROCKY POINT.  IT IS 4 FEET WEST OF A CAIRN THAT IS
 DS1143'3 FEET HIGH AND 45 FEET SOUTH OF THE CENTERLINE OF A TRACK ROAD.
 DS1143'
 DS1143'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--8 MILES
 DS1143'SOUTH-SOUTHWEST OF BINGHAM.
 DS1143
 DS1143                          STATION RECOVERY (1968)
 DS1143
 DS1143'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JBJ)
 DS1143'THE STATION MARK, REFERENCE MARKS 1 AND 3 AND THE AZIMUTH MARK
 DS1143'WERE RECOVERED, IN GOOD CONDITION, AS PREVIOUSLY DESCRIBED
 DS1143'IN 1966 BY J.W. CARPENTER.
 DS1143'
 DS1143'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--8 MILES
 DS1143'SOUTH-SOUTHWEST OF BINGHAM
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0321 ***********************************************************************
 CX0321  DESIGNATION -  BURTON
 CX0321  PID         -  CX0321
 CX0321  STATE/COUNTY-  NM/OTERO
 CX0321  USGS QUAD   -  LAKE LUCERO SE (1982)
 CX0321
 CX0321                         *CURRENT SURVEY CONTROL
 CX0321  ___________________________________________________________________
 CX0321* NAD 83(1992)-  32 34 59.70343(N)    106 15 27.57767(W)     ADJUSTED  
 CX0321* NAVD 88     -      1212.960  (meters)    3979.52   (feet)  ADJUSTED  
 CX0321  ___________________________________________________________________
 CX0321  LAPLACE CORR-           2.41  (seconds)                    DEFLEC99
 CX0321  GEOID HEIGHT-         -23.42  (meters)                     GEOID03
 CX0321  DYNAMIC HT  -        1211.174 (meters)    3973.66  (feet)  COMP
 CX0321  MODELED GRAV-     979,124.5   (mgal)                       NAVD 88
 CX0321
 CX0321  HORZ ORDER  -  FIRST
 CX0321  VERT ORDER  -  FIRST     CLASS II
 CX0321
 CX0321.The horizontal coordinates were established by classical geodetic methods
 CX0321.and adjusted by the National Geodetic Survey in December 1993..
 CX0321
 CX0321.The orthometric height was determined by differential leveling
 CX0321.and adjusted by the National Geodetic Survey in June 1991..
 CX0321
 CX0321.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX0321
 CX0321.The geoid height was determined by GEOID03.
 CX0321
 CX0321.The dynamic height is computed by dividing the NAVD 88
 CX0321.geopotential number by the normal gravity value computed on the
 CX0321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0321.degrees latitude (g = 980.6199 gals.).
 CX0321
 CX0321.The modeled gravity was interpolated from observed gravity values.
 CX0321
 CX0321;                    North         East     Units Scale Factor Converg.
 CX0321;SPC NM C     -   175,538.405   499,280.830   MT  0.99990001   -0 00 14.9
 CX0321;SPC NM C     -   575,912.25  1,638,057.19   sFT  0.99990001   -0 00 14.9
 CX0321;UTM  13      - 3,605,785.369   381,961.372   MT  0.99977181   -0 40 38.5
 CX0321
 CX0321!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX0321!SPC NM C     -   0.99981327  x   0.99990001  =   0.99971330
 CX0321!UTM  13      -   0.99981327  x   0.99977181  =   0.99958512
 CX0321
 CX0321|---------------------------------------------------------------------|
 CX0321| PID    Reference Object                     Distance      Geod. Az  |
 CX0321|                                                           dddmmss.s |
 CX0321| CX0320 BURTON RM 1                          12.684 METERS 01425     |
 CX0321| CX0323 BURTON AZ MK                                       2710948.5 |
 CX0321| CX0322 BURTON RM 2                          12.492 METERS 30245     |
 CX0321|---------------------------------------------------------------------|
 CX0321
 CX0321                          SUPERSEDED SURVEY CONTROL
 CX0321
 CX0321  NAD 83(1986)-  32 34 59.71043(N)    106 15 27.57776(W) AD(       ) 1
 CX0321  NAD 27      -  32 34 59.38843(N)    106 15 25.60734(W) AD(       ) 1
 CX0321  NGVD 29 (??/??/92) 1212.378  (m)         3977.61   (f) ADJ UNCH    1 2
 CX0321
 CX0321.Superseded values are not recommended for survey control.
 CX0321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0321.See file dsdata.txt to determine how the superseded data were derived.
 CX0321
 CX0321_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS8196105785(NAD 83)
 CX0321_MARKER: DS = TRIANGULATION STATION DISK
 CX0321_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CX0321_SP_SET: MONUMENT
 CX0321_STAMPING: BURTON 1966
 CX0321_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX0321
 CX0321  HISTORY     - Date     Condition        Report By
 CX0321  HISTORY     - 1968     MONUMENTED       CGS
 CX0321  HISTORY     - 1968     GOOD             NGS
 CX0321
 CX0321                          STATION DESCRIPTION
 CX0321
 CX0321'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JCC)
 CX0321'THE STATION IS LOCATED ABOUT 14.6 MILES SOUTHWEST OF WHITE SANDS
 CX0321'NATIONAL MONUMENT HEADQUARTERS AND ABOUT 3.5 MILES SOUTHEAST OF U.S.
 CX0321'HIGHWAY 70 ON A MOUND WITH A WHITE ASTRODOME MOUNTED ON A 12 FOOT
 CX0321'PEDESTAL.
 CX0321'
 CX0321'TO REACH THE STATION FROM WHITE SANDS MISSILE RANGE HEADQUARTERS GO
 CX0321'EAST ON WSMR ROUTE NO. 2 FOR 11.7 MILES TO A PAVERD ROAD LEFT.  TURN
 CX0321'LEFT AND GO NORTH ON PAVED ROAD FOR 4.6 MILES TO A FORK. CONTINUE
 CX0321'NORTH AND NORTHWEST ON A GRAVELED ROAD 8.7 MILES TO A GRAVELED
 CX0321'ROAD ON THE RIGHT.  TURN RIGHT AND GO EAST NORTHEAST 2.5 MILES TO
 CX0321'THE ASTRODOME AND STATION.
 CX0321'
 CX0321'STATION MARK, A STANDARD DISK STAMPED BURTON 1966, IS SET IN THE TOP
 CX0321'OF A 10 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 5 INCHES ABOVE
 CX0321'THE GROUND.  IT IS 41 FEET SOUTHEAST OF THE SOUTHWEST LEG OF THE
 CX0321'ASTRODOME SUPPORT, 32 FEET SOUTH OF THE FOOT OF THE ASTRODOME STEPS
 CX0321'AND 30 FEET SOUTHEAST OF THE SOUTHEAST LEG OF THE ASTRODOME
 CX0321'SUPPORT.
 CX0321'
 CX0321'R.M. NO. 1, A STANDARD DISK STAMPED BURTON NO 1 1966, IS SET IN THE
 CX0321'TOP OF A 8 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 3 INCHES
 CX0321'ABOVE THE GROUND.  IT IS 38 FEET NORTHEAST OF THE SOUTHWEST LEG OF
 CX0321'THE ASTRODOME SUPPORT AND 22 FEET NORTHEAST OF THE ASTRODOME STEPS
 CX0321'AND IS ABOUT THE SAME ELEVATION AS THE STATION.
 CX0321'
 CX0321'R. M. NO. 2, A STANDARD DISK STAMPED BURTON NO 2 1966, IS SET IN THE
 CX0321'TOP OF A 8 INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH THE
 CX0321'SURFACE OF THE GROUND.  IT IS 12 FEET WEST OF THE SOUTHEAST LEG OF
 CX0321'THE ASTRODOME SUPPORT, 11 FEET SOUTH OF THE NORTHWEST LEG OF THE
 CX0321'ASTRODOME SUPPORT AND 2 FEET NORTHEAST OF THE SOUTHWEST LEG OF
 CX0321'THE ASTRODOME SUPPORT AND IS ABOUT THE SAME ELEVATION AS THE
 CX0321'STATION.
 CX0321'
 CX0321'AZIMUTH MARK, A STANDARD DISK STAMPED BURTON 1966, IS SET IN THE TOP
 CX0321'OF A 12 INCH CIRCULAR CONCRETE MONUMENT THAT PROJECTS 0.5 FOOT ABOVE
 CX0321'THE SURFACE OF THE GROUND.  IT IS 30 FEET NORTH OF THE CENTERLINE
 CX0321'OF A ROAD AND 3 FEET SOUTHWEST OF A METAL WITNESS SIGN AND IT IS
 CX0321'ABOUT 1 FOOT HIGHER THAN THE ROAD.
 CX0321'
 CX0321'TO REACH THE AZIMUTH MARK FROM THE STATION GO WEST SOUTHWEST ON A
 CX0321'GRAVELED ROAD 1.2 MILES TO THE MARK ON THE RIGHT.
 CX0321'
 CX0321'HEIGHT OF LIGHT ABOVE STATION MARK 6.1 METERS.
 CX0321
 CX0321                          STATION RECOVERY (1968)
 CX0321
 CX0321'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 CX0321'20.5 MI NE FROM W S M R HDQ BLDG 100.
 CX0321'2.2 MILES, EAST, FROM WHITE SANDS MISSILE RANGE HEADQUARTERS ALONG
 CX0321'WSMR ROUTE 2 TO A FORK.  THENCE TAKE LEFT FORK (WSMR 250) NORTHEAST
 CX0321'10.2 MILES TO A PAVED CROSSROAD.  CONTINUE, NORTHEAST, ON WSMR 250 FOR
 CX0321'5.0 MILES TO TRIANGULATION STATION GEORGE AND A POLELINE TO THE NORTH
 CX0321'NORTHWEST.  THENCE NORTH NORTHWEST, ALONG POLELINE, 2.0 MILES TO A
 CX0321'CROSS POLELINE.  TAKE CROSS POLELINE, NORTHEAST, 2.45 MILES TO A ROAD
 CX0321'ON THE LEFT.  THENCE LEFT 0.35 MILE TO TRIANGULATION BURTON SET AT THE
 CX0321'SOUTHEAST CORNER OF A MOUND WITH AN ASTRODOME AND IN THE TOP OF A
 CX0321'12-INCH CONCRETE MONUMENT THAT PROJECTS ABOUT 4 INCHES ABOVE THE
 CX0321'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0323 ***********************************************************************
 CX0323  DESIGNATION -  BURTON AZ MK
 CX0323  PID         -  CX0323
 CX0323  STATE/COUNTY-  NM/OTERO
 CX0323  USGS QUAD   -  LAKE LUCERO SE (1982)
 CX0323
 CX0323                         *CURRENT SURVEY CONTROL
 CX0323  ___________________________________________________________________
 CX0323* NAD 83(1986)-  32 35 01.     (N)    106 16 35.     (W)     SCALED    
 CX0323* NAVD 88     -      1212.425  (meters)    3977.76   (feet)  ADJUSTED  
 CX0323  ___________________________________________________________________
 CX0323  GEOID HEIGHT-         -23.45  (meters)                     GEOID03
 CX0323  DYNAMIC HT  -        1210.638 (meters)    3971.90  (feet)  COMP
 CX0323  MODELED GRAV-     979,123.4   (mgal)                       NAVD 88
 CX0323
 CX0323  VERT ORDER  -  FIRST     CLASS II
 CX0323
 CX0323.The horizontal coordinates were scaled from a topographic map and have
 CX0323.an estimated accuracy of +/- 6 seconds.
 CX0323
 CX0323.The orthometric height was determined by differential leveling
 CX0323.and adjusted by the National Geodetic Survey in June 1991..
 CX0323
 CX0323.The geoid height was determined by GEOID03.
 CX0323
 CX0323.The dynamic height is computed by dividing the NAVD 88
 CX0323.geopotential number by the normal gravity value computed on the
 CX0323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0323.degrees latitude (g = 980.6199 gals.).
 CX0323
 CX0323.The modeled gravity was interpolated from observed gravity values.
 CX0323
 CX0323;                    North         East    Units  Estimated Accuracy
 CX0323;SPC NM C     -   175,580.      497,520.      MT  (+/- 180 meters Scaled)
 CX0323
 CX0323                          SUPERSEDED SURVEY CONTROL
 CX0323
 CX0323  NGVD 29 (??/??/92) 1211.841  (m)         3975.85   (f) ADJ UNCH    1 2
 CX0323
 CX0323.Superseded values are not recommended for survey control.
 CX0323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0323.See file dsdata.txt to determine how the superseded data were derived.
 CX0323
 CX0323_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS802058(NAD 83)
 CX0323_MARKER: DZ = AZIMUTH MARK DISK
 CX0323_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CX0323_SP_SET: MONUMENT
 CX0323_STAMPING: BURTON 1966
 CX0323_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX0323
 CX0323  HISTORY     - Date     Condition        Report By
 CX0323  HISTORY     - 1966     MONUMENTED       CGS
 CX0323  HISTORY     - 1968     GOOD             NGS
 CX0323
 CX0323                          STATION DESCRIPTION
 CX0323
 CX0323'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CX0323'15.0 MI SW FROM WHITE SANDS NAT MON HDQ.
 CX0323'11.5 MILES SOUTHWEST, ALONG U. S. HIGHWAY 70, FROM WHITE SANDS
 CX0323'NATIONAL MONUMENT HEADQUARTERS.  THENCE LEFT THROUGH GATE 2.3 MILES ON
 CX0323'GRAVELED ROAD TO A FORK.  THENCE RIGHT FORK SOUTHWEST 4.1 MILES ALONG
 CX0323'A POLE LINE TO A GRAVELED CROSSROAD.  THENCE SOUTHEAST ON GRAVELED
 CX0323'ROAD 1.0 MILES TO A GRAVELED T ROAD.  THENCE EAST ON GRAVELED ROAD
 CX0323'1.25 MILES TO BENCH MARK, 40 FEET NORTH OF CENTERLINE OF ROAD AND 4.5
 CX0323'FEET NORTH OF A METAL WITNESS SIGN, SET IN THE TOP OF A CONCRETE
 CX0323'MONUMENT 12 INCHES IN DIAMETER THAT PROJECTS 2 INCHES ABOVE THE
 CX0323'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0320 ***********************************************************************
 CX0320  DESIGNATION -  BURTON RM 1
 CX0320  PID         -  CX0320
 CX0320  STATE/COUNTY-  NM/OTERO
 CX0320  USGS QUAD   -  LAKE LUCERO SE (1982)
 CX0320
 CX0320                         *CURRENT SURVEY CONTROL
 CX0320  ___________________________________________________________________
 CX0320* NAD 83(1986)-  32 34 59.     (N)    106 15 27.     (W)     SCALED    
 CX0320* NAVD 88     -      1212.889  (meters)    3979.29   (feet)  ADJUSTED  
 CX0320  ___________________________________________________________________
 CX0320  GEOID HEIGHT-         -23.42  (meters)                     GEOID03
 CX0320  DYNAMIC HT  -        1211.103 (meters)    3973.43  (feet)  COMP
 CX0320  MODELED GRAV-     979,124.5   (mgal)                       NAVD 88
 CX0320
 CX0320  VERT ORDER  -  FIRST     CLASS II
 CX0320
 CX0320.The horizontal coordinates were scaled from a topographic map and have
 CX0320.an estimated accuracy of +/- 6 seconds.
 CX0320
 CX0320.The orthometric height was determined by differential leveling
 CX0320.and adjusted by the National Geodetic Survey in June 1991..
 CX0320
 CX0320.The geoid height was determined by GEOID03.
 CX0320
 CX0320.The dynamic height is computed by dividing the NAVD 88
 CX0320.geopotential number by the normal gravity value computed on the
 CX0320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0320.degrees latitude (g = 980.6199 gals.).
 CX0320
 CX0320.The modeled gravity was interpolated from observed gravity values.
 CX0320
 CX0320;                    North         East    Units  Estimated Accuracy
 CX0320;SPC NM C     -   175,520.      499,300.      MT  (+/- 180 meters Scaled)
 CX0320
 CX0320                          SUPERSEDED SURVEY CONTROL
 CX0320
 CX0320  NGVD 29 (??/??/92) 1212.307  (m)         3977.38   (f) ADJ UNCH    1 2
 CX0320
 CX0320.Superseded values are not recommended for survey control.
 CX0320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0320.See file dsdata.txt to determine how the superseded data were derived.
 CX0320
 CX0320_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS819057(NAD 83)
 CX0320_MARKER: DR = REFERENCE MARK DISK
 CX0320_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CX0320_SP_SET: MONUMENT
 CX0320_STAMPING: BURTON NO 1 1966
 CX0320_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX0320
 CX0320  HISTORY     - Date     Condition        Report By
 CX0320  HISTORY     - 1966     MONUMENTED       CGS
 CX0320  HISTORY     - 1968     GOOD             NGS
 CX0320
 CX0320                          STATION DESCRIPTION
 CX0320
 CX0320'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CX0320'20.5 MI NE FROM W S M R HDQ BLDG 100.
 CX0320'2.2 MILES, EAST, FROM WHITE SANDS MISSILE RANGE HEADQUARTERS ALONG
 CX0320'W.S.M.R. ROUTE 2 TO A FORK.  THENCE FOLLOW LEFT FORK (W.S.M.R. 250)
 CX0320'NORTHEAST 10.2 MILES TO A PAVED CROSSROAD.  CONTINUE, NORTHEAST.  ON
 CX0320'W.S.M.R. 250 FOR 5.0 MILES TO TRIANGULATION STATION GEORGE AND A
 CX0320'POLELINE TO THE NORTH NORTHWEST.  THENCE NORTH NORTHWEST, ALONG
 CX0320'POLELINE, 2.0 MILES TO A CROSS POLELINE.  THENCE FOLLOW CROSS
 CX0320'POLELINE, NORTHEAST, 2.45 MILES TO A ROAD ON THE LEFT.  THENCE FOLLOW
 CX0320'ROAD LEFT 0.35 MILE TO REFERENCE MARK IN THE NORTHWEST CORNER OF A
 CX0320'MOUND WITH AN ASTRODOME ON IT, 40 FEET NORTHEAST OF THE SOUTHEAST LEG
 CX0320'OF THE ASTRODOME, 28 FEET NORTH OF THE CENTERLINE OF A ROAD SET IN THE
 CX0320'TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS ABOUT 3 INCHES
 CX0320'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0322 ***********************************************************************
 CX0322  DESIGNATION -  BURTON RM 2
 CX0322  PID         -  CX0322
 CX0322  STATE/COUNTY-  NM/OTERO
 CX0322  USGS QUAD   -  LAKE LUCERO SE (1982)
 CX0322
 CX0322                         *CURRENT SURVEY CONTROL
 CX0322  ___________________________________________________________________
 CX0322* NAD 83(1986)-  32 34 59.     (N)    106 15 27.     (W)     SCALED    
 CX0322* NAVD 88     -      1213.238  (meters)    3980.43   (feet)  ADJUSTED  
 CX0322  ___________________________________________________________________
 CX0322  GEOID HEIGHT-         -23.42  (meters)                     GEOID03
 CX0322  DYNAMIC HT  -        1211.452 (meters)    3974.57  (feet)  COMP
 CX0322  MODELED GRAV-     979,124.5   (mgal)                       NAVD 88
 CX0322
 CX0322  VERT ORDER  -  FIRST     CLASS II
 CX0322
 CX0322.The horizontal coordinates were scaled from a topographic map and have
 CX0322.an estimated accuracy of +/- 6 seconds.
 CX0322
 CX0322.The orthometric height was determined by differential leveling
 CX0322.and adjusted by the National Geodetic Survey in June 1991..
 CX0322
 CX0322.The geoid height was determined by GEOID03.
 CX0322
 CX0322.The dynamic height is computed by dividing the NAVD 88
 CX0322.geopotential number by the normal gravity value computed on the
 CX0322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0322.degrees latitude (g = 980.6199 gals.).
 CX0322
 CX0322.The modeled gravity was interpolated from observed gravity values.
 CX0322
 CX0322;                    North         East    Units  Estimated Accuracy
 CX0322;SPC NM C     -   175,520.      499,300.      MT  (+/- 180 meters Scaled)
 CX0322
 CX0322                          SUPERSEDED SURVEY CONTROL
 CX0322
 CX0322  NGVD 29 (??/??/92) 1212.656  (m)         3978.52   (f) ADJ UNCH    1 2
 CX0322
 CX0322.Superseded values are not recommended for survey control.
 CX0322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0322.See file dsdata.txt to determine how the superseded data were derived.
 CX0322
 CX0322_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS819057(NAD 83)
 CX0322_MARKER: DR = REFERENCE MARK DISK
 CX0322_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CX0322_SP_SET: MONUMENT
 CX0322_STAMPING: BURTON NO. 2 1966
 CX0322_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX0322
 CX0322  HISTORY     - Date     Condition        Report By
 CX0322  HISTORY     - 1966     MONUMENTED       CGS
 CX0322  HISTORY     - 1968     GOOD             NGS
 CX0322
 CX0322                          STATION DESCRIPTION
 CX0322
 CX0322'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CX0322'20.5 MI NE FROM W S M R HDQ BLDG 100.
 CX0322'2.2 MILES NORTHEAST ALONG W.S.M.R. ROUTE NO. 2 TO A FORK FROM WHITE
 CX0322'SANDS MISSILE RANGE HEADQUARTERS.  THENCE LEFT FORK 10.2 MILES
 CX0322'NORTHEAST ON W.S.M.R. ROUTE NO. 250 TO A PAVED CROSSROAD, CONTINUE
 CX0322'NORTHEAST 5.0 MILES ON W.S.M.R. NO. 250 TO TRIANGULATION STATION
 CX0322'GEORGE AND A POLELINE TO THE NORTH-NORTHWEST.  THENCE NORTH-NORTHWEST
 CX0322'2.0 MILES ALONG POLELINE TO A CROSS POLELINE.  THENCE NORTHEAST 2.45
 CX0322'MILES ALONG POLELINE TO A ROAD LEFT.  THENCE LEFT 0.35 TO REFERENCE
 CX0322'MARK ON A MOUND WITH A WHITE ASTRODOME ON IT, 3 FEET NORTHEAST OF THE
 CX0322'SOUTHWEST LEG OF THE ASTRODOME SUPPORT, UNDER THE ASTRODOME PLATFORM,
 CX0322'SET IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 3
 CX0322'INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1723 ***********************************************************************
 FO1723  DESIGNATION -  BUSH RG
 FO1723  PID         -  FO1723
 FO1723  STATE/COUNTY-  NM/SANDOVAL
 FO1723  USGS QUAD   -  SAN FELIPE PUEBLO (1990)
 FO1723
 FO1723                         *CURRENT SURVEY CONTROL
 FO1723  ___________________________________________________________________
 FO1723* NAD 83(1992)-  35 28 24.23812(N)    106 24 47.93953(W)     ADJUSTED  
 FO1723* NAVD 88     -      1571.     (meters)    5154.     (feet)  SCALED    
 FO1723  ___________________________________________________________________
 FO1723  LAPLACE CORR-           2.88  (seconds)                    DEFLEC99
 FO1723  GEOID HEIGHT-         -20.68  (meters)                     GEOID03
 FO1723
 FO1723  HORZ ORDER  -  THIRD
 FO1723
 FO1723.The horizontal coordinates were established by classical geodetic methods
 FO1723.and adjusted by the National Geodetic Survey in December 1993..
 FO1723
 FO1723.The orthometric height was scaled from a topographic map.
 FO1723
 FO1723.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1723
 FO1723.The geoid height was determined by GEOID03.
 FO1723
 FO1723;                    North         East     Units Scale Factor Converg.
 FO1723;SPC NM C     -   496,102.488   485,178.982   MT  0.99990271   -0 05 41.2
 FO1723;SPC NM C     - 1,627,629.58  1,591,791.38   sFT  0.99990271   -0 05 41.2
 FO1723;UTM  13      - 3,926,461.192   371,775.415   MT  0.99980261   -0 49 13.1
 FO1723
 FO1723!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1723!SPC NM C     -   0.99975674  x   0.99990271  =   0.99965947
 FO1723!UTM  13      -   0.99975674  x   0.99980261  =   0.99955940
 FO1723
 FO1723                          SUPERSEDED SURVEY CONTROL
 FO1723
 FO1723  NAD 83(1992)-  35 28 24.24353(N)    106 24 47.94289(W) AD(       ) 3
 FO1723
 FO1723.Superseded values are not recommended for survey control.
 FO1723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1723.See file dsdata.txt to determine how the superseded data were derived.
 FO1723
 FO1723_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV7177526461(NAD 83)
 FO1723_MARKER: DD = SURVEY DISK
 FO1723_SETTING: 0 = UNSPECIFIED SETTING
 FO1723_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FO1723
 FO1723  HISTORY     - Date     Condition        Report By
 FO1723  HISTORY     - 1950     MONUMENTED       USGS
 FO1723
 FO1723                          STATION DESCRIPTION
 FO1723
 FO1723'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 FO1723'STATION LOCATED APPROXIMATELY 2.5 MI. (AIRLINE) N. OF VILLAGE OF
 FO1723'SAN FELIPE, ON W. SIDE RIVER, APPROXIMATELY 20 FT. E. CENTER RD.
 FO1723'ALONG DRAIN DITCH LEVEE, 20 FT. S. OF LONE CEDAR TREE, LOCATED IN
 FO1723'SEC. 4, T 14 N, R 5 E.
 FO1723'
 FO1723'TO REACH FROM THE W. END OF THE STEEL BRIDGE ACROSS THE RIVER,
 FO1723'LOCATED AT THE N. END OF THE VILLAGE OF SAN FELIPE, TURN RIGHT
 FO1723'(N.) AND GO 2.6 MI. ALONG MAIN GRADED RD. TO FORK AT CURVE, TAKE
 FO1723'RIGHT (NNE.) FORK AND GO 0.35 MI. TO A FORK AT FENCE CORNER, TAKE
 FO1723'LEFT FORK AND GO 0.3 MI. TO A DIM CROSSROADS, TURN LEFT (N.) AND
 FO1723'GO 0.5 MI. TO A LONE CEDAR TREE ON THE RIGHT (E.) AND STATION SITE.
 FO1723'
 FO1723'STATION MARK--STANDARD USGS TABLET, SET IN THE TOP OF A CONCRETE
 FO1723'POST, AND STAMPED---BUSH RG 1950---.
 FO1723'
 FO1723'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1574 ***********************************************************************
 CX1574  DESIGNATION -  BUTCH
 CX1574  PID         -  CX1574
 CX1574  STATE/COUNTY-  NM/DONA ANA
 CX1574  USGS QUAD   -  NEWMAN SW (1955)
 CX1574
 CX1574                         *CURRENT SURVEY CONTROL
 CX1574  ___________________________________________________________________
 CX1574* NAD 83(1992)-  32 01 43.99950(N)    106 28 42.54867(W)     ADJUSTED  
 CX1574* NAVD 88     -      1281.69   (+/-2cm)    4205.0    (feet)  VERTCON   
 CX1574  ___________________________________________________________________
 CX1574  LAPLACE CORR-          -1.45  (seconds)                    DEFLEC99
 CX1574  GEOID HEIGHT-         -23.77  (meters)                     GEOID03
 CX1574
 CX1574  HORZ ORDER  -  SECOND
 CX1574  VERT ORDER  -  THIRD ? (See Below)
 CX1574
 CX1574.The horizontal coordinates were established by classical geodetic methods
 CX1574.and adjusted by the National Geodetic Survey in December 1993..
 CX1574
 CX1574.The NAVD 88 height was computed by applying the VERTCON shift value to
 CX1574.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CX1574.The vertical order pertains to the NGVD 29 superseded value.
 CX1574
 CX1574.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1574
 CX1574.The geoid height was determined by GEOID03.
 CX1574
 CX1574;                    North         East     Units Scale Factor Converg.
 CX1574;SPC NM C     -   114,092.913   478,418.570   MT  0.99990574   -0 07 16.2
 CX1574;SPC NM C     -   374,319.83  1,569,611.59   sFT  0.99990574   -0 07 16.2
 CX1574;UTM  13      - 3,544,593.260   360,386.093   MT  0.99984039   -0 47 03.3
 CX1574
 CX1574!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1574!SPC NM C     -   0.99980252  x   0.99990574  =   0.99970828
 CX1574!UTM  13      -   0.99980252  x   0.99984039  =   0.99964295
 CX1574
 CX1574|---------------------------------------------------------------------|
 CX1574| PID    Reference Object                     Distance      Geod. Az  |
 CX1574|                                                           dddmmss.s |
 CX1574| CX0392 X 334                                17.605 METERS 04309     |
 CX1574| CX1573 BUTCH AZ MK                         APPROX. 0.9 KM 0623813.1 |
 CX1574| CC7068 BUTCH RM 1                           21.907 METERS 25833     |
 CX1574|---------------------------------------------------------------------|
 CX1574
 CX1574                          SUPERSEDED SURVEY CONTROL
 CX1574
 CX1574  NAD 83(1986)-  32 01 44.00333(N)    106 28 42.54672(W) AD(       ) 2
 CX1574  NAD 27      -  32 01 43.64109(N)    106 28 40.58492(W) AD(       ) 2
 CX1574  NGVD 29 (07/19/86) 1281.13   (m)         4203.2    (f) LEVELING    3  
 CX1574
 CX1574.Superseded values are not recommended for survey control.
 CX1574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1574.See file dsdata.txt to determine how the superseded data were derived.
 CX1574
 CX1574_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR6038644593(NAD 83)
 CX1574_MARKER: DH = HORIZONTAL CONTROL DISK
 CX1574_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX1574_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CX1574_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CX1574_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX1574+STABILITY: SURFACE MOTION
 CX1574
 CX1574  HISTORY     - Date     Condition        Report By
 CX1574  HISTORY     - 1981     MONUMENTED       NGS
 CX1574
 CX1574                          STATION DESCRIPTION
 CX1574
 CX1574'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 (DCF)
 CX1574'THE STATION IS LOCATED ABOUT 29 KM (18 MI) NORTHWEST OF
 CX1574'THE CENTER OF EL PASO, TEXAS AND 9.7 KM (6 MI) NORTHEAST
 CX1574'OF ANTHONY, TEXAS.
 CX1574'OWNERSHIP--NEW MEXICO HIGHWAY DEPARTMENT.
 CX1574'
 CX1574'TO REACH THE STATION FROM THE JUNCTION OF NEW MEXICO HIGHWAYS
 CX1574'213 AND 404, GO NORTHWEST ON NEW MEXICO
 CX1574'HIGHWAY 404 FOR 0.6 KM (0.4 MI) TO THE AZIMUTH MARK ON THE
 CX1574'RIGHT.  CONTINUE NORTHWEST ON NEW MEXICO HIGHWAY 404 FOR
 CX1574'1.0 KM (0.6 MI) TO THE STATION ON THE RIGHT.
 CX1574'
 CX1574'THE STATION IS A STANDARD NGS DISK
 CX1574'STAMPED---BUTCH 1981---,
 CX1574'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 CX1574'FLUSH WITH GROUND.  IT IS LOCATED
 CX1574'16.3 METERS (53.6 FT) NORTH-NORTHWEST FROM THE CENTER OF NEW
 CX1574'MEXICO ROUTE 404 AND
 CX1574'5.6 METERS (21.6 FT) SOUTH-SOUTHEAST FROM A FENCE LINE.
 CX1574'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 CX1574'STAMPED---BUTCH 1981---,
 CX1574'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 CX1574'
 CX1574'REFERENCE MARK NUMBER 01 IS A STANDARD NGS DISK
 CX1574'STAMPED---BUTCH NO 1 1981---,
 CX1574'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 CX1574'PROJECTING 12 CM ABOVE THE GROUND.  IT IS LOCATED
 CX1574'21.8 METERS (71.6 FT) WEST-NORTHWEST FROM THE CENTER OF NEW
 CX1574'MEXICO ROUTE 404 AND
 CX1574'0.6 METER (2.0 FT) SOUTH-SOUTHEAST FROM A FENCE LINE.
 CX1574'MARK IS BELOW STATION 0.5 METERS.
 CX1574'
 CX1574'BM X 334 IS A STANDARD CGS BENCH MARK DISK
 CX1574'STAMPED---X 334 1966---,
 CX1574'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 CX1574'PROJECTING 23 CM ABOVE THE GROUND.  IT IS LOCATED
 CX1574'22.1 METERS (72.5 FT) NORTH-NORTHWEST FROM THE CENTER OF NEW
 CX1574'MEXICO ROUTE 404,
 CX1574'3.8 METERS (12.3 FT) SOUTH FROM A FENCE CORNER POST AND
 CX1574'0.5 METER (1.7 FT) SOUTH-SOUTHEAST FROM A BARBED WIRE FENCE.
 CX1574'MARK IS ABOVE STATION 0.5 METERS.
 CX1574'
 CX1574'AZIMUTH MARK NUMBER 01 IS A STANDARD NGS DISK
 CX1574'STAMPED---BUTCH 1981---,
 CX1574'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 CX1574'FLUSH WITH GROUND.  IT IS LOCATED
 CX1574'20.7 METERS (67.9 FT) NORTH-NORTHWEST FROM THE CENTER OF STATE
 CX1574'HIGHWAY 404 AND
 CX1574'1.9 METERS (6.2 FT) SOUTH-SOUTHEAST FROM A BARBED WIRE FENCE.
 CX1574'
 CX1574'A PRECISE TRAVERSE WAS MADE TO STATION BM X 334.
 CX1574'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1573 ***********************************************************************
 CX1573  DESIGNATION -  BUTCH AZ MK
 CX1573  PID         -  CX1573
 CX1573  STATE/COUNTY-  NM/DONA ANA
 CX1573  USGS QUAD   -  NEWMAN SW (1955)
 CX1573
 CX1573                         *CURRENT SURVEY CONTROL
 CX1573  ___________________________________________________________________
 CX1573* NAD 83(1992)-  32 01 57.99687(N)    106 28 10.79605(W)     ADJUSTED  
 CX1573* NAVD 88     -      1278.5    (meters)    4195.     (feet)  VERTCON   
 CX1573  ___________________________________________________________________
 CX1573  LAPLACE CORR-          -1.60  (seconds)                    DEFLEC99
 CX1573  GEOID HEIGHT-         -23.79  (meters)                     GEOID03
 CX1573
 CX1573  HORZ ORDER  -  SECOND
 CX1573
 CX1573.The horizontal coordinates were established by classical geodetic methods
 CX1573.and adjusted by the National Geodetic Survey in December 1993..
 CX1573.No horizontal observational check was made to the station.
 CX1573
 CX1573.The NAVD 88 height was computed by applying the VERTCON shift value to
 CX1573.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CX1573
 CX1573.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1573
 CX1573.The geoid height was determined by GEOID03.
 CX1573
 CX1573;                    North         East     Units Scale Factor Converg.
 CX1573;SPC NM C     -   114,522.291   479,252.550   MT  0.99990531   -0 06 59.4
 CX1573;SPC NM C     -   375,728.55  1,572,347.74   sFT  0.99990531   -0 06 59.4
 CX1573;UTM  13      - 3,545,012.930   361,224.931   MT  0.99983751   -0 46 46.7
 CX1573
 CX1573!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1573!SPC NM C     -   0.99980303  x   0.99990531  =   0.99970836
 CX1573!UTM  13      -   0.99980303  x   0.99983751  =   0.99964058
 CX1573
 CX1573                          SUPERSEDED SURVEY CONTROL
 CX1573
 CX1573  NAD 83(1986)-  32 01 58.00065(N)    106 28 10.79406(W) AD(       ) 2
 CX1573  NAD 27      -  32 01 57.63843(N)    106 28 08.83284(W) AD(       ) 2
 CX1573  NGVD 29 (07/19/86) 1277.9    (m)         4193.     (f) VERT ANG       
 CX1573
 CX1573.Superseded values are not recommended for survey control.
 CX1573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1573.See file dsdata.txt to determine how the superseded data were derived.
 CX1573
 CX1573_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR6122545013(NAD 83)
 CX1573_MARKER: DZ = AZIMUTH MARK DISK
 CX1573_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX1573_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CX1573_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CX1573_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX1573+STABILITY: SURFACE MOTION
 CX1573
 CX1573  HISTORY     - Date     Condition        Report By
 CX1573  HISTORY     - 1981     MONUMENTED       NGS
 CX1573
 CX1573                          STATION DESCRIPTION
 CX1573
 CX1573'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 (DCF)
 CX1573'THE STATION IS LOCATED ABOUT 29 KM (18 MI) NORTHWEST OF THE
 CX1573'CENTER OF EL PASO, TEXAS, AND 9.7 KM (6 MI) NORTHEAST OF
 CX1573'ANTHONY, TEXAS.
 CX1573'OWNERSHIP--NEW MEXICO HIGHWAY DEPARTMENT.
 CX1573'
 CX1573'TO REACH THE STATION FROM THE JUNCTION OF NEW MEXICO
 CX1573'HIGHWAY 213 AND NEW MEXICO HIGHWAY 404, GO NORTHWEST ON
 CX1573'NEW MEXICO HIGHWAY 404 FOR 0.6 KM (0.35 MI) TO THE STATION ON
 CX1573'THE RIGHT.
 CX1573'
 CX1573'THE STATION IS A STANDARD NGS AZIMUTH MARK DISK
 CX1573'STAMPED---BUTCH 1981---,
 CX1573'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 CX1573'FLUSH WITH GROUND.  IT IS LOCATED
 CX1573'20.7 METERS NORTH-NORTHWEST FROM THE CENTER OF STATE HIGHWAY
 CX1573'404, AND
 CX1573'1.9 METERS SOUTH-SOUTHEAST FROM A BARBED WIRE FENCE.
 CX1573'THE UNDERGROUND MARK IS A STANDARD NGS AZIMUTH MARK DISK
 CX1573'STAMPED---BUTCH 1981---,
 CX1573'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 CX1573'
 CX1573'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS1131 ***********************************************************************
 DS1131  DESIGNATION -  BUTLER
 DS1131  PID         -  DS1131
 DS1131  STATE/COUNTY-  NM/SOCORRO
 DS1131  USGS QUAD   -  RED CANYON (1982)
 DS1131
 DS1131                         *CURRENT SURVEY CONTROL
 DS1131  ___________________________________________________________________
 DS1131* NAD 83(1992)-  33 41 25.69143(N)    106 09 21.86441(W)     ADJUSTED  
 DS1131* NAVD 88     -      1736.1    (meters)    5696.     (feet)  VERTCON   
 DS1131  ___________________________________________________________________
 DS1131  LAPLACE CORR-           2.13  (seconds)                    DEFLEC99
 DS1131  GEOID HEIGHT-         -21.12  (meters)                     GEOID03
 DS1131
 DS1131  HORZ ORDER  -  SECOND
 DS1131
 DS1131.The horizontal coordinates were established by classical geodetic methods
 DS1131.and adjusted by the National Geodetic Survey in December 1993..
 DS1131
 DS1131.The NAVD 88 height was computed by applying the VERTCON shift value to
 DS1131.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DS1131
 DS1131.The Laplace correction was computed from DEFLEC99 derived deflections.
 DS1131
 DS1131.The geoid height was determined by GEOID03.
 DS1131
 DS1131;                    North         East     Units Scale Factor Converg.
 DS1131;SPC NM C     -   298,328.283   508,707.862   MT  0.99990093   +0 03 07.6
 DS1131;SPC NM C     -   978,765.38  1,668,985.71   sFT  0.99990093   +0 03 07.6
 DS1131;UTM  13      - 3,728,436.433   392,850.633   MT  0.99974154   -0 38 28.8
 DS1131
 DS1131!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS1131!SPC NM C     -   0.99973083  x   0.99990093  =   0.99963179
 DS1131!UTM  13      -   0.99973083  x   0.99974154  =   0.99947244
 DS1131
 DS1131                          SUPERSEDED SURVEY CONTROL
 DS1131
 DS1131  NAD 83(1986)-  33 41 25.69839(N)    106 09 21.86688(W) AD(       ) 2
 DS1131  NAD 27      -  33 41 25.43215(N)    106 09 19.87573(W) AD(       ) 2
 DS1131  NGVD 29 (07/19/86) 1735.4    (m)         5694.     (f) VERT ANG       
 DS1131
 DS1131.Superseded values are not recommended for survey control.
 DS1131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS1131.See file dsdata.txt to determine how the superseded data were derived.
 DS1131
 DS1131_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT9285128436(NAD 83)
 DS1131_MARKER: DD = SURVEY DISK
 DS1131_SETTING: 66 = SET IN ROCK OUTCROP
 DS1131_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 DS1131_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DS1131+STABILITY: POSITION/ELEVATION WELL
 DS1131
 DS1131  HISTORY     - Date     Condition        Report By
 DS1131  HISTORY     - 1966     MONUMENTED       DMA
 DS1131  HISTORY     - 1969     GOOD             CGS
 DS1131
 DS1131                          STATION DESCRIPTION
 DS1131
 DS1131'DESCRIBED BY DEFENSE MAP AGENCY 1966 (JWC)
 DS1131'THE STATION IS ABOUT 17 MILES NORTHWEST OF OSCURO, 17 MILES
 DS1131'WEST-NORTHWEST OF CARRIZOZO, 6 MILES SOUTH OF U.S. HIGHWAY 380 AND
 DS1131'ON THE HIGHEST POINT OF A LOW BUT PROMINENT HILL THAT HAS A TARGET
 DS1131'POLE AT THE TOP AND NEAR THE STATION.
 DS1131'
 DS1131'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION BUTLER
 DS1131'2 (WSPG) 1966, DISTANCE BEING 12.15 FEET OR 3.703 METERS NORTHEAST
 DS1131'OF THE STATION.  THE MARK IS A BRONZE DISK OF THE WHITE SANDS
 DS1131'PROVING GROUNDS, STAMPED BUTLER 1954, CEMENTED IN A DRILL HOLE IN
 DS1131'A ROCK OUTCROP, THAT IS FLUSH WITH THE SURFACE OF THE GROUND.
 DS1131'IT IS 8.2 FEET EAST OF THE WEST EDGE OF THE HILL AND 5.3 FEET
 DS1131'SOUTHWEST OF THE TARGET POLE.
 DS1131
 DS1131                          STATION RECOVERY (1969)
 DS1131
 DS1131'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JGC)
 DS1131'THE STATION MARK, STAMPED BUTLER 1954 B, IS ABOUT 7.05 MILES
 DS1131'NORTHWEST ALONG WHITE SANDS MISSILE RANGE ROUTE 12 FROM THE STORE AT
 DS1131'OSCURO, THENCE 12.9 MILES NORTH ALONG WHITE SANDS MISSILE RANGE
 DS1131'ROUTE 11, INTERSECTION 19, T 7 S, R 8 E, 0.2 MILE SOUTHEAST AND UP A
 DS1131'HILL FROM THE CENTER OF A CURVE IN THE ROUTE, 5 FEET SOUTH OF A
 DS1131'POLE ON THE TOP OF THE HILL, 12.1 FEET NORTH OF TRIANGULATION STATION
 DS1131'BUTLER 2 1966, AND SET IN THE TOP OF A ROCK OUTCROP WHICH IS
 DS1131'LEVEL WITH THE SURFACE OF THE GROUND.
 DS1131'
 DS1131'RMS 1 AND 2 WERE SEARCHED FOR BUT NOT RECOVERED.
 DS1131'
 DS1131'NOTE--THIS MARK WAS NOT LEVELED TO BY THIS PARTY IN 1969.
 DS1131'
 DS1131'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--19.95 MILES NORTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS1130 ***********************************************************************
 DS1130  DESIGNATION -  BUTLER 2
 DS1130  PID         -  DS1130
 DS1130  STATE/COUNTY-  NM/SOCORRO
 DS1130  USGS QUAD   -  RED CANYON (1982)
 DS1130
 DS1130                         *CURRENT SURVEY CONTROL
 DS1130  ___________________________________________________________________
 DS1130* NAD 83(1992)-  33 41 25.59381(N)    106 09 21.78054(W)     ADJUSTED  
 DS1130* NAVD 88     -      1736.1    (meters)    5696.     (feet)  VERTCON   
 DS1130  ___________________________________________________________________
 DS1130  LAPLACE CORR-           2.13  (seconds)                    DEFLEC99
 DS1130  GEOID HEIGHT-         -21.12  (meters)                     GEOID03
 DS1130
 DS1130  HORZ ORDER  -  FIRST
 DS1130
 DS1130.The horizontal coordinates were established by classical geodetic methods
 DS1130.and adjusted by the National Geodetic Survey in December 1993..
 DS1130
 DS1130.The NAVD 88 height was computed by applying the VERTCON shift value to
 DS1130.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DS1130
 DS1130.The Laplace correction was computed from DEFLEC99 derived deflections.
 DS1130
 DS1130.The geoid height was determined by GEOID03.
 DS1130
 DS1130;                    North         East     Units Scale Factor Converg.
 DS1130;SPC NM C     -   298,325.277   508,710.025   MT  0.99990093   +0 03 07.6
 DS1130;SPC NM C     -   978,755.51  1,668,992.81   sFT  0.99990093   +0 03 07.6
 DS1130;UTM  13      - 3,728,433.402   392,852.758   MT  0.99974153   -0 38 28.8
 DS1130
 DS1130!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS1130!SPC NM C     -   0.99973083  x   0.99990093  =   0.99963179
 DS1130!UTM  13      -   0.99973083  x   0.99974153  =   0.99947243
 DS1130
 DS1130:                Primary Azimuth Mark                     Grid Az
 DS1130:SPC NM C     -  DAM AZ MK                                049 12 21.8
 DS1130:UTM  13      -  DAM AZ MK                                049 53 58.2
 DS1130
 DS1130|---------------------------------------------------------------------|
 DS1130| PID    Reference Object                     Distance      Geod. Az  |
 DS1130|                                                           dddmmss.s |
 DS1130| DS0128 DAM AZ MK                                          0491529.4 |
 DS1130| CD1717 BUTLER 2 RM 1                        16.807 METERS 05505     |
 DS1130| CD1718 BUTLER 2 RM 2                         8.162 METERS 15633     |
 DS1130| DS1131 BUTLER                                3.703 METERS 32419     |
 DS1130|---------------------------------------------------------------------|
 DS1130
 DS1130                          SUPERSEDED SURVEY CONTROL
 DS1130
 DS1130  NAD 83(1986)-  33 41 25.60077(N)    106 09 21.78301(W) AD(       ) 1
 DS1130  NAD 27      -  33 41 25.33452(N)    106 09 19.79186(W) AD(       ) 1
 DS1130  NGVD 29 (07/19/86) 1735.4    (m)         5694.     (f) VERT ANG       
 DS1130
 DS1130.Superseded values are not recommended for survey control.
 DS1130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS1130.See file dsdata.txt to determine how the superseded data were derived.
 DS1130
 DS1130_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT9285328433(NAD 83)
 DS1130_MARKER: DS = TRIANGULATION STATION DISK
 DS1130_SETTING: 0 = UNSPECIFIED SETTING
 DS1130
 DS1130  HISTORY     - Date     Condition        Report By
 DS1130  HISTORY     - 1967     MONUMENTED       DMA
 DS1130  HISTORY     - 1969     GOOD             CGS
 DS1130
 DS1130                          STATION DESCRIPTION
 DS1130
 DS1130'DESCRIBED BY DEFENSE MAP AGENCY 1967 (JWC)
 DS1130'THE STATION IS LOCATED ABOUT 17 MILES NORTHWEST OF OSCURO, 17 MILES
 DS1130'WEST-NORTHWEST OF CARRIZOZO, 6 MILES SOUTH OF U.S. HIGHWAY 380 AND
 DS1130'ON THE HIGHEST POINT OF A LOW BUT PROMINENT HILL THAT HAS A TARGET
 DS1130'POLE AT THE TOP AND NEAR THE STATION.
 DS1130'
 DS1130'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 54 AND 70,
 DS1130'AT THE NORTH EDGE OF TULAROSA, GO NORTH ON U.S. HIGHWAY 54 FOR 16.75
 DS1130'MILES TO THREE RIVERS.  CONTINUE NORTH FOR 11.0 MILES TO A SIDE
 DS1130'ROAD LEFT AT OSCURO.  TURN LEFT AND GO WEST ON A GRAVELED ROAD FOR
 DS1130'5.95 MILES TO A LOCKED GATE.  (FOR COMBINATION TO THE LOCKED
 DS1130'GATE, SEE HEAD QUARTERS).  PASS THROUGH THE GATE AND GO WESTERLY
 DS1130'FOR 0.7 MILE TO A SIDE ROAD RIGHT AT A GUARD SHACK.  TURN RIGHT
 DS1130'AND GO NORTH ON A GRAVELED ROAD FOR 7.3 MILES TO A GRAVELED SIDE
 DS1130'ROAD ON THE LEFT.  CONTINUE NORTH FOR 4.4 MILES TO A FORK.  TAKE
 DS1130'THE RIGHT FORK AND GO EASTERLY FOR 1.1 MILES. (TO REACH THE
 DS1130'AZIMUTH MARK FROM THIS POINT, CONTINUE EAST FOR 0.55 MILE TO THE
 DS1130'MARK ON THE LEFT IN THE SOUTHEAST CORNER OF A CONCRETE SLAB WHICH
 DS1130'IS THE REMAINS OF THE FOUNDATION OF AN OLD BUILDING).  TURN RIGHT
 DS1130'AND GO SOUTH AND WEST ON A DIM TRACK ROAD, UP A DRAW FOR 0.3 MILE
 DS1130'TO THE BASE OF THE HILL AND THE END OF TRUCK TRAVEL.  PACK WEST
 DS1130'FOR 100 YARDS TO THE TOP OF THE HILL AND THE STATION.
 DS1130'
 DS1130'THE STATION MARK IS A STANDARD DISK STAMPED BUTLER 2 WSPG 1966,
 DS1130'FASTENED TO THE TOP OF A CAST IRON PIPE THAT IS 1-1/2 INCHES IN
 DS1130'DIAMETER AND PROJECTS 8 INCHES ABOVE THE SURFACE OF THE GROUND.
 DS1130'IT IS 15 FEET SOUTH OF THE TARGET POLE AND 15 FEET EAST OF THE
 DS1130'WEST EDGE OF THE HILL.
 DS1130'
 DS1130'REFERENCE MARK 1 IS A STANDARD DISK STAMPED BUTLER 2 WSPG NO 1 1966,
 DS1130'CEMENTED IN A DRILL HOLE IN A ROCK OUTCROP, 12 X 12 INCHES, THAT IS
 DS1130'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 54 FEET EAST OF THE
 DS1130'TARGET POLE, 40 FEET SOUTH OF THE NORTH EDGE OF THE HILL AND ABOUT
 DS1130'10 FEET LOWER THAN THE STATION MARK.  THE DISTANCE FROM THE AXIS
 DS1130'OF THE TELESCOPE IS 57.31 FEET OR 17.467 METERS.
 DS1130'
 DS1130'REFERENCE MARK 2 IS A STANDARD DISK STAMPED BUTLER 2 WSPG NO 2 1966,
 DS1130'CEMENTED IN A DRILL HOLE IN A ROCK OUTCROP, 18 X 36 INCHES, THAT IS
 DS1130'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 43 FEET SOUTH OF THE
 DS1130'TARGET POLE, ON THE WEST EDGE OF THE HILL AND ABOUT 3 FEET LOWER
 DS1130'THAN THE STATION MARK.  THE DISTANCE FROM THE AXIS OF THE TELESCOPE
 DS1130'IS 28.31 FEET OR 8.629 METERS.
 DS1130'
 DS1130'THE AZIMUTH MARK IS A STANDARD DISK STAMPED DAM WSPG 1959 1966,
 DS1130'CEMENTED IN A DRILL HOLE IN A CONCRETE SLAB THAT IS 24 X 60 FEET.
 DS1130'IT IS 62 FEET NORTH OF THE CENTER LINE OF A GRAVELED ROAD, 4.4 FEET
 DS1130'NORTHWEST OF THE SOUTHEAST CORNER OF THE CONCRETE SLAB AND 4
 DS1130'FEET NORTH OF A WITNESS POST.
 DS1130'
 DS1130'BUTLER 1954 IS A BRONZE DISK OF THE WHITE SANDS PROVING GROUNDS,
 DS1130'STAMPED BUTLER 1954, CEMENTED IN A DRILL HOLE IN A ROCK OUTCROP,
 DS1130'THAT IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 8.2 FEET EAST
 DS1130'OF THE WEST EDGE OF THE HILL AND 5.3 FEET SOUTHWEST OF THE
 DS1130'TARGET POLE.
 DS1130
 DS1130                          STATION RECOVERY (1969)
 DS1130
 DS1130'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JGC)
 DS1130'THE STATION MARK, STAMPED BUTLER 2 1966 WSMR, IS ABOUT 7.05 MILES
 DS1130'NORTHWEST ALONG WHITE SANDS MISSILE RANGE ROUTE 12 FROM THE STORE
 DS1130'AT OSCURO, THENCE 12.9 MILES NORTH ALONG WHITE SANDS MISSILE RANGE
 DS1130'ROUTE 11, IN SECTION 19, T 7 S, R 8 E, 0.2 MILE SOUTHEAST AND UP A
 DS1130'HILL FROM THE CENTER OF A CURVE IN THE ROUTE, 15 FEET SOUTHEAST
 DS1130'OF A POLE ON THE TOP OF THE HILL, 12.1 FEET SOUTHEAST OF
 DS1130'TRIANGULATION STATION BUTLER 1954 (WSPG), 56 FEET SOUTHWEST OF
 DS1130'RM 1, 27 FEET NORTHWEST OF RM 2, AND WELDED ON THE TOP OF AN
 DS1130'IRON PIPE WHICH PROJECTS 7 INCHES ABOVE THE SURFACE OF THE
 DS1130'GROUND.
 DS1130'
 DS1130'RM 1 STAMPED, BUTLER 2 NO 1 1966, IS 56 FEET NORTHEAST OF THE STATION
 DS1130'MARK, SET IN THE TOP OF A ROCK OUTCROP WHICH IS LEVEL WITH THE
 DS1130'SURFACE OF THE GROUND, 0.2 MILE SOUTHEAST AND UP A HILL FROM THE
 DS1130'CENTER OF A CURVE IN THE ROUTE, AND ABOUT 12 FEET BELOW THE LEVEL
 DS1130'OF THE STATION.
 DS1130'
 DS1130'RM 2, STAMPED BUTLER 2 NO 2 1966, IS 27 FEET SOUTHEAST OF THE STATION
 DS1130'MARK, SET IN THE TOP OF A ROCK LEDGE ON THE SOUTHWEST SIDE OF THE
 DS1130'HILL, AND ABOUT 3 FEET BELOW THE LEVEL OF THE STATION.
 DS1130'
 DS1130'NOTE--THESE MARKS WERE NOT LEVELED TO BY THIS PARTY IN 1969.
 DS1130'
 DS1130'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--19.95 MILES NORTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0713 ***********************************************************************
 CE0713  DESIGNATION -  BUTTE
 CE0713  PID         -  CE0713
 CE0713  STATE/COUNTY-  NM/LUNA
 CE0713  USGS QUAD   -  P O L RANCH (1965)
 CE0713
 CE0713                         *CURRENT SURVEY CONTROL
 CE0713  ___________________________________________________________________
 CE0713* NAD 83(1992)-  31 58 30.68879(N)    107 19 17.44998(W)     ADJUSTED  
 CE0713* NAVD 88     -      1385.2    (meters)    4545.     (feet)  VERTCON   
 CE0713  ___________________________________________________________________
 CE0713  LAPLACE CORR-           3.08  (seconds)                    DEFLEC99
 CE0713  GEOID HEIGHT-         -24.46  (meters)                     GEOID03
 CE0713
 CE0713  HORZ ORDER  -  FIRST
 CE0713
 CE0713.The horizontal coordinates were established by classical geodetic methods
 CE0713.and adjusted by the National Geodetic Survey in December 1993..
 CE0713
 CE0713.The NAVD 88 height was computed by applying the VERTCON shift value to
 CE0713.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CE0713
 CE0713.The Laplace correction was computed from DEFLEC99 derived deflections.
 CE0713
 CE0713.The geoid height was determined by GEOID03.
 CE0713
 CE0713;                    North         East     Units Scale Factor Converg.
 CE0713;SPC NM W     -   108,232.566   878,372.699   MT  0.99994551   +0 16 15.7
 CE0713;SPC NM W     -   355,093.01  2,881,794.43   sFT  0.99994551   +0 16 15.7
 CE0713;SPC NM C     -   108,617.846   398,729.549   MT  1.00002644   -0 34 02.9
 CE0713;SPC NM C     -   356,357.05  1,308,165.20   sFT  1.00002644   -0 34 02.9
 CE0713;UTM  13      - 3,540,040.032   280,635.024   MT  1.00019350   -1 13 47.5
 CE0713
 CE0713!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CE0713!SPC NM W     -   0.99978639  x   0.99994551  =   0.99973191
 CE0713!SPC NM C     -   0.99978639  x   1.00002644  =   0.99981282
 CE0713!UTM  13      -   0.99978639  x   1.00019350  =   0.99997985
 CE0713
 CE0713:                Primary Azimuth Mark                     Grid Az
 CE0713:SPC NM W     -  BUTTE AZ MK                              001 17 44.1
 CE0713:SPC NM C     -  BUTTE AZ MK                              002 08 02.7
 CE0713:UTM  13      -  BUTTE AZ MK                              002 47 47.3
 CE0713
 CE0713|---------------------------------------------------------------------|
 CE0713| PID    Reference Object                     Distance      Geod. Az  |
 CE0713|                                                           dddmmss.s |
 CE0713| CC7069 BUTTE AZ MK                                        0013359.8 |
 CE0713| CC7070 BUTTE RM 1                            6.329 METERS 26041     |
 CE0713| CC7071 BUTTE RM 2                            5.398 METERS 34727     |
 CE0713|---------------------------------------------------------------------|
 CE0713
 CE0713                          SUPERSEDED SURVEY CONTROL
 CE0713
 CE0713  NAD 83(1986)-  31 58 30.69139(N)    107 19 17.44739(W) AD(       ) 1
 CE0713  NAD 27      -  31 58 30.34232(N)    107 19 15.38593(W) AD(       ) 1
 CE0713  NGVD 29 (07/19/86) 1384.6    (m)         4543.     (f) VERT ANG       
 CE0713
 CE0713.Superseded values are not recommended for survey control.
 CE0713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0713.See file dsdata.txt to determine how the superseded data were derived.
 CE0713
 CE0713_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RBR8063540040(NAD 83)
 CE0713_MARKER: DS = TRIANGULATION STATION DISK
 CE0713_SETTING: 66 = SET IN ROCK OUTCROP
 CE0713
 CE0713  HISTORY     - Date     Condition        Report By
 CE0713  HISTORY     - 1945     MONUMENTED       CGS
 CE0713  HISTORY     - 1964     GOOD             CGS
 CE0713
 CE0713                          STATION DESCRIPTION
 CE0713
 CE0713'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (RAM)
 CE0713'STATION IS ON HIGHEST AND MOST N OF A GROUP OF BLACK BUTTES,
 CE0713'AND BY AIRLINE DISTANCES IS LOCATED ABOUT 33 MILES SE OF
 CE0713'DEMING, 22 MILES ENE OF COLUMBUS, 17 MILES S OF CAMBRAY,
 CE0713'AND 3 MILES SE OF STATION YOAKUM (U.S.G.S.).
 CE0713'
 CE0713'TO REACH THE STATION FROM THE POST OFFICE IN DEMING, GO E ON
 CE0713'U.S. HIGHWAY 80 FOR 15.7 MILES TO A BLADED ROAD TO THE RIGHT.
 CE0713'TURN RIGHT, S, FOR 11.7 MILES TO A GATE, THENCE CONTINUE FOR
 CE0713'3.4 MILES TO A TRACK ROAD FORK TO THE RIGHT.  (KEEP LEFT HERE
 CE0713'FOR STATIONS YOAKUM U.S.G.S. AND MALPAIS RIDGE.) TURN RIGHT
 CE0713'ON THE TRACK ROAD FOR 1.1 MILES, KEEP RIGHT FORK W ALONG
 CE0713'FENCE LINE FOR 0.25 MILE, THENCE LEFT FORK S AT A FENCE
 CE0713'CORNER.  CONTINUE FOR 1.55 MILES TO A CATTLE GUARD, THEN
 CE0713'CONTINUE ON THE MAIN-TRAVELED ROAD S FOR 4.0 MILES TO A LEFT
 CE0713'FORK.  TAKE THE LEFT FORK FOR 1.0 MILE IN AN E DIRECTION
 CE0713'TO ANOTHER LEFT FORK.  TURN LEFT FOR 0.2 MILE TO CORRALS
 CE0713'AND WINDMILLS ON THE LEFT.  CONTINUE E ACROSS THE DRY
 CE0713'LAKE, ON A TRACK ROAD FOR 4.6 MILES TO THE AZIMUTH MARK
 CE0713'WHICH IS 60 YARDS SSW OF THE SW CORNER OF A DIRT TANK.
 CE0713'FROM HERE TURN S TOWARDS MOST N AND HIGHEST BUTTE, AND
 CE0713'FOLLOW TRACKS AROUND TO THE S SIDE 1.6 MILES TO THE END
 CE0713'OF JEEP TRAVEL.  (A TRUCK MIGHT NOT BE ABLE TO GET THIS
 CE0713'FAR.) FROM THIS POINT PACK NW UP THE STEEP ROCKY SLOPE FOR
 CE0713'ABOUT 10 MINUTES TO THE TOP AND THE STATION.
 CE0713'
 CE0713'THE STATION, WHICH IS A BRONZE STATION DISK, STAMPED BUTTE
 CE0713'1945, IS SET IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH
 CE0713'PROJECTS ABOUT 2 INCHES ABOVE THE GROUND, AND IS LOCATED 40
 CE0713'FEET WNW OF A 4-1/2-FOOT ROCK CAIRN WHICH IS THE HIGHEST
 CE0713'POINT ON THE HILL.
 CE0713'
 CE0713'REFERENCE MARK 1, WHICH IS A BRONZE REFERENCE DISK, STAMPED
 CE0713'BUTTE 1945 NO 1, IS SET IN A DRILL HOLE IN OUTCROPPING BEDROCK
 CE0713'WHICH PROJECTS ABOUT 4 FEET ABOVE THE GROUND, AND IS LOCATED
 CE0713'W OF THE STATION AND ABOUT 4 FEET LOWER.
 CE0713'
 CE0713'REFERENCE MARK 2, WHICH IS A BRONZE REFERENCE DISK, STAMPED
 CE0713'BUTTE 1945 NO 2, IS SET IN A DRILL HOLE IN OUTCROPPING BEDROCK
 CE0713'WHICH PROJECTS ABOUT 1 FOOT ABOVE THE GROUND, AND IS LOCATED
 CE0713'NNW OF THE STATION AND ABOUT 2-1/2 FEET LOWER.
 CE0713'
 CE0713'AZIMUTH MARK, WHICH IS A BRONZE AZIMUTH DISK, STAMPED BUTTE
 CE0713'1945, IS SET IN A ROUND CONCRETE POST WHICH PROJECTS ABOUT
 CE0713'5 INCHES ABOVE THE GROUND, AND IS LOCATED 4 FEET W OF A 4-
 CE0713'BY 4-INCH WHITE WITNESS POST, AND N OF THE STATION.
 CE0713
 CE0713                          STATION RECOVERY (1964)
 CE0713
 CE0713'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (FHB)
 CE0713'ALL MARKS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION
 CE0713'TO REACH THE STATION FOLLOWS.
 CE0713'
 CE0713'FROM THE JUNCTION OF U.S. HIGHWAY 80 AND STATE HIGHWAY 26
 CE0713'IN DEMING, GO EAST ON HIGHWAY 80 15.3 MILES TO A SIDE ROAD
 CE0713'AND CATTLE GUARD ON THE RIGHT (THIS IS 0.6 MILE BEFORE REACHING
 CE0713'A MICRO-WAVE TOWER ON THE LEFT), TURN RIGHT AND GO SOUTH ON
 CE0713'PAVED ROAD 5.0 MILES TO A CATTLE GUARD AND A CROSSROAD, CONTINUE
 CE0713'SOUTH ON DIRT ROAD 1.0 MILE, TURN LEFT AND GO EAST 1.0 MILE
 CE0713'TO A CROSSROAD, TURN RIGHT AND GO SOUTH 1.0 MILE TO WHERE
 CE0713'THE MAIN ROAD TURNS EAST AND A TRACK ROAD CONTINUES AHEAD,
 CE0713'SOUTH.  CONTINUE SOUTH ON TRACK ROAD 0.3 MILE TO A GATE, PASS
 CE0713'THROUGH AND CONTINUE 1.65 MILES TO A FENCE, TURN LEFT AND GO
 CE0713'EAST ALONG NORTH SIDE OF FENCE 1.0 MILE TO A BOARD GATE ON
 CE0713'THE RIGHT, TURN RIGHT, PASSING THROUGH GATE, AND GO SOUTH
 CE0713'5.4 MILES TO A FORK.  AT THIS POINT A JEEP WAS USED TO GO
 CE0713'THE REST OF THE WAY.  HAVING NO SPEEDOMETER ON THE JEEP,
 CE0713'THE MILEAGES ON THE OLD DESCRIPTION WERE ASSUMED TO BE
 CE0713'CORRECT.
 CE0713'
 CE0713'ASTRO PARTY 646 VISITED THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GO0457 ***********************************************************************
 GO0457  DESIGNATION -  BUTTE
 GO0457  PID         -  GO0457
 GO0457  STATE/COUNTY-  NM/SAN JUAN
 GO0457  USGS QUAD   -  SHIPROCK (1983)
 GO0457
 GO0457                         *CURRENT SURVEY CONTROL
 GO0457  ___________________________________________________________________
 GO0457* NAD 83(1992)-  36 51 17.31870(N)    108 43 18.52228(W)     ADJUSTED  
 GO0457* NAVD 88     -      1570.0    (meters)    5151.     (feet)  VERTCON   
 GO0457  ___________________________________________________________________
 GO0457  LAPLACE CORR-           0.61  (seconds)                    DEFLEC99
 GO0457  GEOID HEIGHT-         -20.82  (meters)                     GEOID03
 GO0457
 GO0457  HORZ ORDER  -  SECOND
 GO0457
 GO0457.The horizontal coordinates were established by classical geodetic methods
 GO0457.and adjusted by the National Geodetic Survey in December 1993..
 GO0457
 GO0457.The NAVD 88 height was computed by applying the VERTCON shift value to
 GO0457.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GO0457
 GO0457.The Laplace correction was computed from DEFLEC99 derived deflections.
 GO0457
 GO0457.The geoid height was determined by GEOID03.
 GO0457
 GO0457;                    North         East     Units Scale Factor Converg.
 GO0457;SPC NM W     -   649,738.437   750,770.641   MT  0.99999397   -0 31 58.5
 GO0457;SPC NM W     - 2,131,683.52  2,463,153.34   sFT  0.99999397   -0 31 58.5
 GO0457;UTM  12      - 4,081,188.877   703,104.141   MT  1.00010822   +1 22 00.8
 GO0457
 GO0457!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GO0457!SPC NM W     -   0.99975694  x   0.99999397  =   0.99975091
 GO0457!UTM  12      -   0.99975694  x   1.00010822  =   0.99986514
 GO0457
 GO0457:                Primary Azimuth Mark                     Grid Az
 GO0457:SPC NM W     -  3610845031                               000 11 43.2
 GO0457:UTM  12      -  3610845031                               358 17 43.9
 GO0457
 GO0457|---------------------------------------------------------------------|
 GO0457| PID    Reference Object                     Distance      Geod. Az  |
 GO0457|                                                           dddmmss.s |
 GO0457| GO0471 3610845031                          APPROX. 6.7 KM 3593944.7 |
 GO0457|---------------------------------------------------------------------|
 GO0457
 GO0457                          SUPERSEDED SURVEY CONTROL
 GO0457
 GO0457  NAD 83(1992)-  36 51 17.31881(N)    108 43 18.52339(W) AD(       ) 2
 GO0457  NAD 83(1992)-  36 51 17.31693(N)    108 43 18.52368(W) AD(       ) 2
 GO0457  NAD 83(1986)-  36 51 17.31230(N)    108 43 18.52857(W) AD(       ) 2
 GO0457  NAD 27      -  36 51 17.32575(N)    108 43 16.20162(W) AD(       ) 2
 GO0457  NGVD 29 (07/19/86) 1569.1    (m)         5148.     (f) VERT ANG       
 GO0457
 GO0457.Superseded values are not recommended for survey control.
 GO0457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GO0457.See file dsdata.txt to determine how the superseded data were derived.
 GO0457
 GO0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYF0310481189(NAD 83)
 GO0457_MARKER: DD = SURVEY DISK
 GO0457_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GO0457_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GO0457_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GO0457+STABILITY: SURFACE MOTION
 GO0457
 GO0457  HISTORY     - Date     Condition        Report By
 GO0457  HISTORY     - 1971     MONUMENTED       NMHD
 GO0457
 GO0457                          STATION DESCRIPTION
 GO0457
 GO0457'DESCRIBED BY NM HIGHWAY DEPT 1971 (CWW)
 GO0457'STATION IS LOCATED NORTH OF SHIPROCK, NEW MEXICO 4.6 MILES, AND
 GO0457'1.6 MILES WEST OF U. S. HIGHWAY 666, ON A YELLOW HILL.
 GO0457'
 GO0457'TO REACH THE STATION FROM THE POST OFFICE AT SHIPROCK, TRAVEL NORTH
 GO0457'4.6 MILES ON U. S. 666 TO TRACK ROAD ON LEFT.  TURN LEFT (WEST) AND
 GO0457'TRAVEL 1.6 MILES ON THE TRACK ROAD.  YELLOW HILL IS LEFT (SOUTH) OF
 GO0457'TRACK ROAD.  PACK UP THE HILL AND PROCEED APPROXIMATELY TO THE
 GO0457'MIDDLE OF THE HILL WHERE STATION IS LOCATED.  (10 MINUTE PACK)
 GO0457'
 GO0457'STATION IS A STANDARD NMSHC BRASS DISK AND IS SET IN CONCRETE.  IT IS
 GO0457'STAMPED BUTTE 1971.  IT IS 2 FEET WEST OF METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0596 ***********************************************************************
 CX0596  DESIGNATION -  BYRON
 CX0596  PID         -  CX0596
 CX0596  STATE/COUNTY-  NM/OTERO
 CX0596  USGS QUAD   -  WHITE SANDS NE (1955)
 CX0596
 CX0596                         *CURRENT SURVEY CONTROL
 CX0596  ___________________________________________________________________
 CX0596* NAD 83(1992)-  32 28 01.62611(N)    106 16 27.31244(W)     ADJUSTED  
 CX0596* NAVD 88     -      1217.449  (meters)    3994.25   (feet)  ADJUSTED  
 CX0596  ___________________________________________________________________
 CX0596  LAPLACE CORR-           2.96  (seconds)                    DEFLEC99
 CX0596  GEOID HEIGHT-         -23.55  (meters)                     GEOID03
 CX0596  DYNAMIC HT  -        1215.639 (meters)    3988.31  (feet)  COMP
 CX0596  MODELED GRAV-     979,110.5   (mgal)                       NAVD 88
 CX0596
 CX0596  HORZ ORDER  -  FIRST
 CX0596  VERT ORDER  -  FIRST     CLASS II
 CX0596
 CX0596.The horizontal coordinates were established by classical geodetic methods
 CX0596.and adjusted by the National Geodetic Survey in December 1993..
 CX0596
 CX0596.The orthometric height was determined by differential leveling
 CX0596.and adjusted by the National Geodetic Survey in June 1991..
 CX0596
 CX0596.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX0596
 CX0596.The geoid height was determined by GEOID03.
 CX0596
 CX0596.The dynamic height is computed by dividing the NAVD 88
 CX0596.geopotential number by the normal gravity value computed on the
 CX0596.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0596.degrees latitude (g = 980.6199 gals.).
 CX0596
 CX0596.The modeled gravity was interpolated from observed gravity values.
 CX0596
 CX0596;                    North         East     Units Scale Factor Converg.
 CX0596;SPC NM C     -   162,661.281   497,720.138   MT  0.99990006   -0 00 46.9
 CX0596;SPC NM C     -   533,664.55  1,632,936.82   sFT  0.99990006   -0 00 46.9
 CX0596;UTM  13      - 3,592,929.057   380,249.937   MT  0.99977683   -0 41 02.8
 CX0596
 CX0596!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX0596!SPC NM C     -   0.99981258  x   0.99990006  =   0.99971266
 CX0596!UTM  13      -   0.99981258  x   0.99977683  =   0.99958945
 CX0596
 CX0596|---------------------------------------------------------------------|
 CX0596| PID    Reference Object                     Distance      Geod. Az  |
 CX0596|                                                           dddmmss.s |
 CX0596| CX0595 BYRON RM 1                            9.785 METERS 08513     |
 CX0596| CX0489 GRAND                               APPROX.13.5 KM 1230252.8 |
 CX0596| CX0598 BYRON RM 3                            6.928 METERS 16854     |
 CX0596| CX0597 BYRON RM 2                           10.401 METERS 18301     |
 CX0596|---------------------------------------------------------------------|
 CX0596
 CX0596                          SUPERSEDED SURVEY CONTROL
 CX0596
 CX0596  NAD 83(1986)-  32 28 01.63279(N)    106 16 27.31164(W) AD(       ) 1
 CX0596  NAD 27      -  32 28 01.30043(N)    106 16 25.34704(W) AD(       ) 1
 CX0596  NGVD 29 (??/??/92) 1216.858  (m)         3992.31   (f) ADJ UNCH    1 2
 CX0596
 CX0596.Superseded values are not recommended for survey control.
 CX0596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0596.See file dsdata.txt to determine how the superseded data were derived.
 CX0596
 CX0596_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR8025092929(NAD 83)
 CX0596_MARKER: DS = TRIANGULATION STATION DISK
 CX0596_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CX0596_SP_SET: MONUMENT
 CX0596_STAMPING: BYRON 1966
 CX0596_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX0596
 CX0596  HISTORY     - Date     Condition        Report By
 CX0596  HISTORY     - 1968     MONUMENTED       CGS
 CX0596  HISTORY     - 1967     GOOD             NGS
 CX0596
 CX0596                          STATION DESCRIPTION
 CX0596
 CX0596'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JCC)
 CX0596'THE STATION IS LOCATED ABOUT 17 MILES NORTHEAST OF WHITE SANDS
 CX0596'MISSILE RANGE HEADQUARTERS AND ABOUT 6.5 MILES NORTH OF WSMR ROUTE
 CX0596'NO. 2 ON A SMALL MOUND WITH A WHITE ASTRODOME.
 CX0596'
 CX0596'TO REACH THE STATION FROM WHITE SANDS MISSILE RANGE HEADQUARTERS GO
 CX0596'EAST ON WSMR ROUTE NO. 2 FOR 11.7 MILES TO A PAVED ROAD LEFT.  TURN
 CX0596'LEFT AND GO NORTH ON PAVED ROAD FOR 4.5 MILES TO AN INTERSECTION
 CX0596'WITH A GRAVELED ROAD.  TURN RIGHT AND GO EAST ON GRAVELED ROAD FOR
 CX0596'0.4 MILE TO TRIANGULATION STATION OBOE, PASS TO THE LEFT OF STATION
 CX0596'OBOE AND CONTINUE EAST ON A GRAVELED ROAD 0.95 MILE TO A GRAVELED
 CX0596'ROAD LEFT.  TURN LEFT AND GO NORTH ON GRAVELED ROAD 0.2 MILE TO THE
 CX0596'STATION.
 CX0596'
 CX0596'STATION MARK, A STANDARD DISK STAMPED BYRON 1966, IS SET IN THE TOP
 CX0596'OF A 12 INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.
 CX0596'IT IS 23 FEET WEST OF THE CENTERLINE OF THE ROADWAY ACROSS THE
 CX0596'MOUND, 5 FEET SOUTH OF THE NORTH CORNER OF THE MOUND AND 5 FEET
 CX0596'EAST OF THE WEST CORNER OF THE MOUND.
 CX0596'
 CX0596'R. M. NO. 1, A STANDARD DISK STAMPED BYRON NO 1 1966, IS SET IN THE
 CX0596'TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH THE
 CX0596'GROUND.  IT IS 27 FEET NORTHEAST OF THE NORTHEAST SIDE OF THE
 CX0596'ASTRODOME, 2 FEET WEST OF THE EAST CORNER OF THE MOUND AND 1 FOOT
 CX0596'SOUTH OF THE NORTH CORNER OF THE MOUND AND IS ABOUT THE SAME
 CX0596'ELEVATION AS THE STATION.
 CX0596'
 CX0596'R. M. NO. 2, A STANDARD DISK STAMPED BYRON NO 2 1966, IS SET IN THE
 CX0596'TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 2 INCHES
 CX0596'ABOVE THE GROUND.  IT IS 5 FEET WEST OF THE SOUTHWEST LEG OF THE
 CX0596'ASTRODOME MOUNT, 3 FEET EAST OF THE WEST EDGE OF THE MOUND AND 2
 CX0596'FEET NORTH OF THE SOUTH EDGE OF THE MOUND.
 CX0596'
 CX0596'R. M. NO. 3, A STANDARD DISK STAMPED BYRON NO 3 1966, IS SET IN THE
 CX0596'TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH THE
 CX0596'GROUND.  IT IS 2.85 FEET SOUTHEAST OF THE INSIDE EDGE OF THE
 CX0596'NORTHWEST LEG OF THE ASTRODOME MOUNT.
 CX0596'
 CX0596'HEIGHT OF LIGHT ABOVE STATION MARK 5.5 METERS.
 CX0596
 CX0596                          STATION RECOVERY (1967)
 CX0596
 CX0596'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 CX0596'14.45 MI NE FROM WHITE SANDS MISSILE RANGE.
 CX0596'2.1 MILES EAST ALONG ASPHALT ROAD NO. 2 FROM THE HEADQUARTERS BUILDING
 CX0596'AT WHITE SANDS MISSILE RANGE.  THENCE 9.5 MILES EAST NORTHEAST ALONG A
 CX0596'GRAVEL ROAD.  THENCE 2.65 MILES EAST ALONG A GRAVEL ROAD. THENCE 0.2
 CX0596'MILE NORTH ALONG A GRAVEL DRIVE WAY.  32.0 FEET WEST OF RM 1. 32.0
 CX0596'FEET NORTH OF RM 2.  21.0 FEET NORTH NORTHWEST OF RM 3. 6.5 FEET
 CX0596'NORTHWEST OF WEST EDGE OF STAIRWAY, SET IN THE TOP OF A 12 INCH SQUARE
 CX0596'CONCRETE MONUMENT PROJECTING 0.1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0595 ***********************************************************************
 CX0595  DESIGNATION -  BYRON RM 1
 CX0595  PID         -  CX0595
 CX0595  STATE/COUNTY-  NM/OTERO
 CX0595  USGS QUAD   -  WHITE SANDS NE (1955)
 CX0595
 CX0595                         *CURRENT SURVEY CONTROL
 CX0595  ___________________________________________________________________
 CX0595* NAD 83(1986)-  32 28 01.     (N)    106 16 27.     (W)     SCALED    
 CX0595* NAVD 88     -      1217.420  (meters)    3994.15   (feet)  ADJUSTED  
 CX0595  ___________________________________________________________________
 CX0595  GEOID HEIGHT-         -23.55  (meters)                     GEOID03
 CX0595  DYNAMIC HT  -        1215.610 (meters)    3988.21  (feet)  COMP
 CX0595  MODELED GRAV-     979,110.5   (mgal)                       NAVD 88
 CX0595
 CX0595  VERT ORDER  -  FIRST     CLASS II
 CX0595
 CX0595.The horizontal coordinates were scaled from a topographic map and have
 CX0595.an estimated accuracy of +/- 6 seconds.
 CX0595
 CX0595.The orthometric height was determined by differential leveling
 CX0595.and adjusted by the National Geodetic Survey in June 1991..
 CX0595
 CX0595.The geoid height was determined by GEOID03.
 CX0595
 CX0595.The dynamic height is computed by dividing the NAVD 88
 CX0595.geopotential number by the normal gravity value computed on the
 CX0595.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0595.degrees latitude (g = 980.6199 gals.).
 CX0595
 CX0595.The modeled gravity was interpolated from observed gravity values.
 CX0595
 CX0595;                    North         East    Units  Estimated Accuracy
 CX0595;SPC NM C     -   162,640.      497,730.      MT  (+/- 180 meters Scaled)
 CX0595
 CX0595                          SUPERSEDED SURVEY CONTROL
 CX0595
 CX0595  NGVD 29 (??/??/92) 1216.829  (m)         3992.21   (f) ADJ UNCH    1 2
 CX0595
 CX0595.Superseded values are not recommended for survey control.
 CX0595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0595.See file dsdata.txt to determine how the superseded data were derived.
 CX0595
 CX0595_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR802929(NAD 83)
 CX0595_MARKER: DR = REFERENCE MARK DISK
 CX0595_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CX0595_SP_SET: MONUMENT
 CX0595_STAMPING: BYRON NO 1 1966
 CX0595_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX0595
 CX0595  HISTORY     - Date     Condition        Report By
 CX0595  HISTORY     - 1966     MONUMENTED       CGS
 CX0595  HISTORY     - 1967     GOOD             NGS
 CX0595
 CX0595                          STATION DESCRIPTION
 CX0595
 CX0595'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 CX0595'14.45 MI NE FROM WHITE SANDS MISSILE RANGE.
 CX0595'2.1 MILES EAST ALONG ASPHALT ROAD NO. 2 FROM THE HEADQUARTERS BUILDING
 CX0595'AT WHITE SANDS MISSILE RANGE.  THENCE 9.5 MILES EAST NORTHEAST ALONG A
 CX0595'GRAVEL ROAD.  THENCE 2.65 MILES EAST ALONG A GRAVEL ROAD. THENCE 0.2
 CX0595'MILE NORTH ALONG A GRAVEL DRIVE WAY.  50 FEET NORTHEAST OF BYRON RM 2.
 CX0595'32 FEET EAST OF TRI. STATION BYRON 35 FEET EAST NORTHEAST OF BYRON
 CX0595'RM3.  SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT PROJECTING
 CX0595'0.1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0597 ***********************************************************************
 CX0597  DESIGNATION -  BYRON RM 2
 CX0597  PID         -  CX0597
 CX0597  STATE/COUNTY-  NM/OTERO
 CX0597  USGS QUAD   -  WHITE SANDS NE (1955)
 CX0597
 CX0597                         *CURRENT SURVEY CONTROL
 CX0597  ___________________________________________________________________
 CX0597* NAD 83(1986)-  32 28 01.     (N)    106 16 27.     (W)     SCALED    
 CX0597* NAVD 88     -      1217.484  (meters)    3994.36   (feet)  ADJUSTED  
 CX0597  ___________________________________________________________________
 CX0597  GEOID HEIGHT-         -23.55  (meters)                     GEOID03
 CX0597  DYNAMIC HT  -        1215.674 (meters)    3988.42  (feet)  COMP
 CX0597  MODELED GRAV-     979,110.5   (mgal)                       NAVD 88
 CX0597
 CX0597  VERT ORDER  -  FIRST     CLASS II
 CX0597
 CX0597.The horizontal coordinates were scaled from a topographic map and have
 CX0597.an estimated accuracy of +/- 6 seconds.
 CX0597
 CX0597.The orthometric height was determined by differential leveling
 CX0597.and adjusted by the National Geodetic Survey in June 1991..
 CX0597
 CX0597.The geoid height was determined by GEOID03.
 CX0597
 CX0597.The dynamic height is computed by dividing the NAVD 88
 CX0597.geopotential number by the normal gravity value computed on the
 CX0597.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0597.degrees latitude (g = 980.6199 gals.).
 CX0597
 CX0597.The modeled gravity was interpolated from observed gravity values.
 CX0597
 CX0597;                    North         East    Units  Estimated Accuracy
 CX0597;SPC NM C     -   162,640.      497,730.      MT  (+/- 180 meters Scaled)
 CX0597
 CX0597                          SUPERSEDED SURVEY CONTROL
 CX0597
 CX0597  NGVD 29 (??/??/92) 1216.893  (m)         3992.42   (f) ADJ UNCH    1 2
 CX0597
 CX0597.Superseded values are not recommended for survey control.
 CX0597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0597.See file dsdata.txt to determine how the superseded data were derived.
 CX0597
 CX0597_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR802929(NAD 83)
 CX0597_MARKER: DR = REFERENCE MARK DISK
 CX0597_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CX0597_SP_SET: MONUMENT
 CX0597_STAMPING: BYRON NO 2 1966
 CX0597_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX0597
 CX0597  HISTORY     - Date     Condition        Report By
 CX0597  HISTORY     - 1966     MONUMENTED       CGS
 CX0597  HISTORY     - 1967     GOOD             NGS
 CX0597
 CX0597                          STATION DESCRIPTION
 CX0597
 CX0597'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 CX0597'14.45 MI NE FROM WHITE SANDS MISSILE RANGE.
 CX0597'2.1 MILES EAST ALONG ASPHALT ROAD NO. 2 FROM THE HEADQUARTERS BUILDING
 CX0597'AT WHITE SANDS MISSILE RANGE.  THENCE 9.5 MILES EAST NORTHEAST ALONG A
 CX0597'GRAVEL ROAD.  THENCE 2.65 MILES EAST ALONG A GRAVEL ROAD. THENCE 0.2
 CX0597'MILE NORTH ALONG A GRAVEL DRIVE WAY.  NOTE-- 50 FEET SOUTHWEST OF RM
 CX0597'1.  32 FEET SOUTH OF TRIANGULATION STATION BYRON. 13 FEET SOUTH
 CX0597'SOUTHWEST OF RM 3.  SET IN THE TOP OF A 12 INCH SQUARE CONCRETE
 CX0597'MONUMENT PROJECTING 0.1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0598 ***********************************************************************
 CX0598  DESIGNATION -  BYRON RM 3
 CX0598  PID         -  CX0598
 CX0598  STATE/COUNTY-  NM/OTERO
 CX0598  USGS QUAD   -  WHITE SANDS NE (1955)
 CX0598
 CX0598                         *CURRENT SURVEY CONTROL
 CX0598  ___________________________________________________________________
 CX0598* NAD 83(1992)-  32 28 01.40542(N)    106 16 27.26133(W)     ADJUSTED  
 CX0598* NAVD 88     -      1217.534  (meters)    3994.53   (feet)  ADJUSTED  
 CX0598  ___________________________________________________________________
 CX0598  LAPLACE CORR-           2.96  (seconds)                    DEFLEC99
 CX0598  GEOID HEIGHT-         -23.55  (meters)                     GEOID03
 CX0598  DYNAMIC HT  -        1215.724 (meters)    3988.59  (feet)  COMP
 CX0598  MODELED GRAV-     979,110.5   (mgal)                       NAVD 88
 CX0598
 CX0598  HORZ ORDER  -  SECOND
 CX0598  VERT ORDER  -  FIRST     CLASS II
 CX0598
 CX0598.The horizontal coordinates were established by classical geodetic methods
 CX0598.and adjusted by the National Geodetic Survey in December 1993..
 CX0598
 CX0598.The orthometric height was determined by differential leveling
 CX0598.and adjusted by the National Geodetic Survey in June 1991..
 CX0598
 CX0598.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX0598
 CX0598.The geoid height was determined by GEOID03.
 CX0598
 CX0598.The dynamic height is computed by dividing the NAVD 88
 CX0598.geopotential number by the normal gravity value computed on the
 CX0598.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0598.degrees latitude (g = 980.6199 gals.).
 CX0598
 CX0598.The modeled gravity was interpolated from observed gravity values.
 CX0598
 CX0598;                    North         East     Units Scale Factor Converg.
 CX0598;SPC NM C     -   162,654.484   497,721.471   MT  0.99990006   -0 00 46.8
 CX0598;SPC NM C     -   533,642.25  1,632,941.19   sFT  0.99990006   -0 00 46.8
 CX0598;UTM  13      - 3,592,922.245   380,251.190   MT  0.99977683   -0 41 02.8
 CX0598
 CX0598!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX0598!SPC NM C     -   0.99981257  x   0.99990006  =   0.99971265
 CX0598!UTM  13      -   0.99981257  x   0.99977683  =   0.99958944
 CX0598
 CX0598:                Primary Azimuth Mark                     Grid Az
 CX0598:SPC NM C     -  OBOE                                     241 42 22.1
 CX0598:UTM  13      -  OBOE                                     242 22 38.1
 CX0598
 CX0598|---------------------------------------------------------------------|
 CX0598| PID    Reference Object                     Distance      Geod. Az  |
 CX0598|                                                           dddmmss.s |
 CX0598| CX0587 OBOE                                APPROX. 1.6 KM 2414135.3 |
 CX0598|---------------------------------------------------------------------|
 CX0598
 CX0598                          SUPERSEDED SURVEY CONTROL
 CX0598
 CX0598  NAD 83(1986)-  32 28 01.41213(N)    106 16 27.26053(W) AD(       ) 2
 CX0598  NAD 27      -  32 28 01.07973(N)    106 16 25.29593(W) AD(       ) 2
 CX0598  NGVD 29 (??/??/92) 1216.943  (m)         3992.59   (f) ADJ UNCH    1 2
 CX0598
 CX0598.Superseded values are not recommended for survey control.
 CX0598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0598.See file dsdata.txt to determine how the superseded data were derived.
 CX0598
 CX0598_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR8025192922(NAD 83)
 CX0598_MARKER: DR = REFERENCE MARK DISK
 CX0598_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CX0598_SP_SET: MONUMENT
 CX0598_STAMPING: BYRON NO 3 1966
 CX0598_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX0598
 CX0598  HISTORY     - Date     Condition        Report By
 CX0598  HISTORY     - 1966     MONUMENTED       CGS
 CX0598  HISTORY     - 1967     GOOD             NGS
 CX0598
 CX0598                          STATION DESCRIPTION
 CX0598
 CX0598'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (JCC)
 CX0598'THE STATION IS LOCATED ABOUT 17 MILES NORTHEAST OF WHITE SANDS
 CX0598'MISSILE RANGE HEADQUARTERS AND ABOUT 6.5 MILES NORTH OF WSMR ROUTE
 CX0598'NO. 2 ON A SMALL MOUND WITH A WHITE ASTRODOME.
 CX0598'
 CX0598'TO REACH THE STATION FROM WHITE SANDS MISSILE RANGE HEADQUARTERS GO
 CX0598'EAST ON WSMR ROUTE NO. 2 FOR 11.7 MILES TO A PAVED ROAD LEFT.  TURN
 CX0598'LEFT AND GO NORTH ON PAVED ROAD FOR 4.5 MILES TO AN INTERSECTION
 CX0598'WITH A GRAVELED ROAD.  TURN RIGHT AND GO EAST ON GRAVELED ROAD FOR
 CX0598'0.4 MILE TO TRIANGULATION STATION OBOE, PASS TO THE LEFT OF STATION
 CX0598'OBOE AND CONTINUE EAST ON A GRAVELED ROAD LEFT.  TURN LEFT AND GO
 CX0598'NORTH ON GRAVELED ROAD 0.2 MILE TO THE STATION.
 CX0598'
 CX0598'R. M. NO. 3, A STANDARD DISK STAMPED BYRON NO 3 1966, IS SET IN THE
 CX0598'TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH THE
 CX0598'GROUND.  IT IS 2.85 FEET SOUTHEAST OF THE INSIDE EDGE OF THE
 CX0598'NORTHWEST LEG OF THE ASTRODOME MOUNT.
 CX0598
 CX0598                          STATION RECOVERY (1967)
 CX0598
 CX0598'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 CX0598'14.45 MI NE FROM WHITE SANDS MISSILE RANGE.
 CX0598'2.1 MILES EAST ALONG ASPHALT ROAD NO. 2 FROM THE HEADQUARTERS BUILDING
 CX0598'AT WHITE SANDS MISSILE RANGE.  THENCE 9.5 MILES EAST NORTHEAST ALONG A
 CX0598'GRAVEL ROAD.  THENCE 2.65 MILES EAST ALONG A GRAVEL ROAD. THENCE 0.2
 CX0598'MILE NORTH ALONG A GRAVEL DRIVE WAY.  NOTE-- 35 FEET WEST SOUTHWEST OF
 CX0598'BYRON RM 1.  13 FEET NORTH NORTHEAST OF BYRON RM2. 21 FEET SOUTH
 CX0598'SOUTHEAST OF TRIANGULATION STATION BYRON.  SET IN THE TOP OF A 12 INCH
 CX0598'SQUARE CONCRETE MONUMENT PROJECTING 0.1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0513 ***********************************************************************
 CX0513  DESIGNATION -  C
 CX0513  PID         -  CX0513
 CX0513  STATE/COUNTY-  NM/OTERO
 CX0513  USGS QUAD   -  DAVIES TANK (1994)
 CX0513
 CX0513                         *CURRENT SURVEY CONTROL
 CX0513  ___________________________________________________________________
 CX0513* NAD 83(1992)-  32 21 21.26772(N)    106 22 36.91309(W)     ADJUSTED  
 CX0513* NAVD 88     -      1224.686  (meters)    4017.99   (feet)  ADJUSTED  
 CX0513  ___________________________________________________________________
 CX0513  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 CX0513  GEOID HEIGHT-         -23.77  (meters)                     GEOID03
 CX0513  DYNAMIC HT  -        1222.841 (meters)    4011.94  (feet)  COMP
 CX0513  MODELED GRAV-     979,090.1   (mgal)                       NAVD 88
 CX0513
 CX0513  HORZ ORDER  -  FIRST
 CX0513  VERT ORDER  -  FIRST     CLASS II
 CX0513
 CX0513.The horizontal coordinates were established by classical geodetic methods
 CX0513.and adjusted by the National Geodetic Survey in December 1993..
 CX0513
 CX0513.The orthometric height was determined by differential leveling
 CX0513.and adjusted by the National Geodetic Survey in June 1991..
 CX0513
 CX0513.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX0513
 CX0513.The geoid height was determined by GEOID03.
 CX0513
 CX0513.The dynamic height is computed by dividing the NAVD 88
 CX0513.geopotential number by the normal gravity value computed on the
 CX0513.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0513.degrees latitude (g = 980.6199 gals.).
 CX0513
 CX0513.The modeled gravity was interpolated from observed gravity values.
 CX0513
 CX0513;                    North         East     Units Scale Factor Converg.
 CX0513;SPC NM C     -   150,336.737   488,054.651   MT  0.99990176   -0 04 04.5
 CX0513;SPC NM C     -   493,229.78  1,601,225.97   sFT  0.99990176   -0 04 04.5
 CX0513;UTM  13      - 3,580,719.724   370,442.045   MT  0.99980699   -0 44 13.2
 CX0513
 CX0513!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX0513!SPC NM C     -   0.99981148  x   0.99990176  =   0.99971326
 CX0513!UTM  13      -   0.99981148  x   0.99980699  =   0.99961850
 CX0513
 CX0513:                Primary Azimuth Mark                     Grid Az
 CX0513:SPC NM C     -  WSPG NAVY WATER TANK                     031 40 41.5
 CX0513:UTM  13      -  WSPG NAVY WATER TANK                     032 20 50.2
 CX0513
 CX0513|---------------------------------------------------------------------|
 CX0513| PID    Reference Object                     Distance      Geod. Az  |
 CX0513|                                                           dddmmss.s |
 CX0513| CX1584 WSPG NAVY WATER TANK                APPROX. 5.8 KM 0313637.0 |
 CX0513| CX0515 C RM 1                               22.981 METERS 04220     |
 CX0513| CX1583 TARE                                APPROX. 9.4 KM 0571151.7 |
 CX0513| CX0516 C RM 2                               15.298 METERS 12620     |
 CX0513| CC7072 C RM 2 NEW                           15.246 METERS 12632     |
 CX0513| CX1641 MILL                                APPROX. 9.6 KM 2371618.0 |
 CX0513| CX1642 APT BCN FLD CONDRON LAS CRUCES      APPROX. 3.5 KM 2455144.0 |
 CX0513| CX1644 WHITE SANDS PROVING GRD S TANK      APPROX.11.7 KM 2841008.9 |
 CX0513| CX1643 WHITE SANDS PROVING GRD N TANK      APPROX.11.5 KM 2873445.9 |
 CX0513|---------------------------------------------------------------------|
 CX0513
 CX0513                          SUPERSEDED SURVEY CONTROL
 CX0513
 CX0513  NAD 83(1986)-  32 21 21.27363(N)    106 22 36.91151(W) AD(       ) 1
 CX0513  NAD 27      -  32 21 20.92860(N)    106 22 34.94800(W) AD(       ) 1
 CX0513  NGVD 29 (??/??/92) 1224.086  (m)         4016.02   (f) ADJ UNCH    1 2
 CX0513
 CX0513.Superseded values are not recommended for survey control.
 CX0513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0513.See file dsdata.txt to determine how the superseded data were derived.
 CX0513
 CX0513_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR7044280720(NAD 83)
 CX0513_MARKER: DS = TRIANGULATION STATION DISK
 CX0513_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX0513_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CX0513_STAMPING: C WSPG 1952
 CX0513_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX0513+STABILITY: SURFACE MOTION
 CX0513
 CX0513  HISTORY     - Date     Condition        Report By
 CX0513  HISTORY     - 1952     MONUMENTED       CGS
 CX0513  HISTORY     - 1967     GOOD             CGS
 CX0513  HISTORY     - 1967     GOOD             CGS
 CX0513  HISTORY     - 1967     GOOD             CGS
 CX0513  HISTORY     - 1967     GOOD             NGS
 CX0513
 CX0513                          STATION DESCRIPTION
 CX0513
 CX0513'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RLE)
 CX0513'THE STATION IS LOCATED ABOUT 30 MILES WEST OF OROGRANDE,
 CX0513'ABOUT 5 MILES EAST OF THE WHITE SANDS PROVING GROUNDS POST
 CX0513'OFFICE, 0.05 MILE EAST OF A GRADED ROAD, 75 FEET SOUTH SOUTHEAST
 CX0513'OF THE SOUTHEAST CORNER OF A CONCRETE BLOCK BUILDING, 70
 CX0513'FEET SOUTH SOUTHWEST OF THE SOUTHWEST CORNER OF A CONCRETE
 CX0513'BUILDING AND 48 FEET SOUTH OF A HIGHLINE POLE.
 CX0513'
 CX0513'THE STATION MARK IS AN ALUMINUM DISK CEMENTED IN THE TOP OF
 CX0513'A CONCRETE POST THAT IS 6 INCHES SQUARE AT THE TOP.  IT PROJECTS
 CX0513'6 INCHES AND IS STAMPED C WSPG WSA BRL.
 CX0513'
 CX0513'REFERENCE MARK NO. 1 IS 50 FEET EAST OF A HIGHLINE POLE AND
 CX0513'4 FEET SOUTHWEST OF THE SOUTHEAST CORNER OF THE CONCRETE
 CX0513'BUILDING.  IT IS A STANDARD REFERENCE MARK DISK CEMENTED IN
 CX0513'A DRILL HOLE IN A CONCRETE PLATFORM THAT IS ABOUT 4 FEET
 CX0513'SQUARE AND THE MARK IS STAMPED C WSPG NO 1 1952.
 CX0513'
 CX0513'REFERENCE MARK NO. 2 IS 89 FEET SOUTH OF THE SOUTHEAST CORNER
 CX0513'OF THE CONCRETE BUILDING AND 2 FEET SOUTHWEST OF A TELEPHONE
 CX0513'POLE.  IT PROJECTS 4 INCHES AND IS STAMPED C WSPG NO 2 1952.
 CX0513'
 CX0513'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 86.10 FEET.
 CX0513'
 CX0513'TRIANGULATION STATION MILL (WSPG) WAS USED FOR THE AZIMUTH
 CX0513'MARK, IT IS ABOUT 5 MILES SOUTHEAST OF THE WHITE SANDS PROVING
 CX0513'GROUNDS POST OFFICE AND 40 FEET NORTHEAST OF A CONCRETE
 CX0513'PLATFORM THAT IS ABOUT 4 FEET LONG AND 2 FEET WIDE.  IT
 CX0513'PROJECTS 6 INCHES AND IS STAMPED MILL WSPG 1952.
 CX0513'
 CX0513'TO REACH THE STATION FROM THE WHITE SANDS PROVING GROUNDS
 CX0513'POST OFFICE GO SOUTH FOR 1.2 MILES TO A FORK, TAKE LEFT FORK
 CX0513'AND GO 2.3 MILES TO A FORK, JUST BEFORE REACHING A GUARD
 CX0513'HOUSE, TAKE LEFT FORK AND GO 4.1 MILES TO THE STATION ON
 CX0513'THE RIGHT AS DESCRIBED.
 CX0513'
 CX0513'TO REACH THE AZIMUTH MARK (MILL WSPG) FROM THE WHITE SANDS
 CX0513'PROVING GROUNDS POST OFFICE GO SOUTH FOR 1.2 MILES TO A
 CX0513'FORK, TAKE LEFT FORK AND GO 1.3 MILES TO A ROAD RIGHT, TURN
 CX0513'RIGHT AND GO 0.35 MILE TO A FORK, TAKE LEFT FORK AND GO 0.85
 CX0513'MILE TO A GAP IN THE FENCE, PASS THROUGH GAP IN THE FENCE,
 CX0513'TURN SHARP RIGHT AND GO 1.9 MILES TO A DIM ROAD LEFT, TURN
 CX0513'LEFT AND FOLLOW DIM TRACK ROAD FOR 0.15 MILE TO THE STATION
 CX0513'AS DESCRIBED.
 CX0513
 CX0513                          STATION RECOVERY (1967)
 CX0513
 CX0513'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (JCC)
 CX0513'REFERENCE MARK NO. 1 WAS RECOVERED AS DESCRIBED AND FOUND IN
 CX0513'GOOD CONDITION.  THE DISTANCE WAS VERIFIED.  A DISCREPENCY OF
 CX0513'1 DEG - 13.7 MIN WAS FOUND IN THE DIRECTION.
 CX0513'
 CX0513'THE STATION AND REFERENCE MARK NO. 2 WERE RECOVERED.  THE
 CX0513'STATION HAD PREVIOUSLY BEEN RESET AND THE POSITION HELD.
 CX0513'REFERENCE MARK NO. 2 WAS BELIEVED TO HAVE BEEN DISTURBED BUT
 CX0513'IS STILL IN FAIR CONDITION.
 CX0513'
 CX0513'A COMPLETE NEW DESCRIPTION FOLLOWS--
 CX0513'
 CX0513'THE STATION IS LOCATED ABOUT 6.5 MILES EAST-SOUTHEAST OF THE
 CX0513'WSMR HEADQUARTERS BUILDING.
 CX0513'
 CX0513'TO REACH FROM THE WSMR HEADQUARTERS BUILDING, GO EAST ON NIKE
 CX0513'AVENUE (WSMR ROUTE 2) FOR 6.05 MILES TO A CROSSROAD.  TURN
 CX0513'RIGHT AND GO SOUTH ON A PAVED ROAD FOR 2.50 MILES TO A GRAVELED
 CX0513'SIDE ROAD LEFT.  TURN LEFT AND GO EAST ON THE GRAVELED ROAD
 CX0513'FOR 0.05 MILE TO THE STATION ON THE RIGHT 75 FEET SOUTH OF
 CX0513'THE SOUTHEAST CORNER OF BUILDING NO. 21912, 63 FEET
 CX0513'SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF BUILDING NO. 21913, 62
 CX0513'FEET EAST OF THE MOST WESTERLY POWER POLE WITH TRANSFORMERS
 CX0513'AND 3 FEET WEST-NORTHWEST OF A 4-INCH SQUARE WOODEN
 CX0513'WITNESS POST.
 CX0513'
 CX0513'STATION MARK, A STANDARD STATION MARK DISK STAMPED C WSPG 1952,
 CX0513'IS CEMENTED IN THE TOP OF A 12-INCH SQUARE CONCRETE POST
 CX0513'WHICH PROJECTS 6 INCHES ABOVE THE GROUND.
 CX0513'
 CX0513'REFERENCE MARK NO. 1, A STANDARD REFERENCE MARK DISK STAMPED
 CX0513'C WSPG NO 1 1952, IS CEMENTED IN A DRILL HOLE IN A CONCRETE
 CX0513'PLATFORM AT THE SOUTHEAST CORNER OF BUILDING NO. 21913.  IT
 CX0513'IS 50 FEET EAST OF A POWER POLE AND 4 FEET SOUTHWEST OF THE
 CX0513'SOUTHEAST CORNER OF THE BUILDING.
 CX0513'
 CX0513'REFERENCE MARK NO. 2, A STANDARD REFERENCE MARK DISK STAMPED
 CX0513'C WSPG NO 2 1952, IS CEMENTED IN THE TOP OF A 10-INCH SQUARE
 CX0513'CONCRETE POST WHICH PROJECTS 10 INCHES.  IT IS 89 FEET SOUTH
 CX0513'OF THE SOUTHEAST CORNER OF BUILDING NO. 21913.
 CX0513'
 CX0513'TRIANGULATION STATION MILL (WSPG) 1952 MAY STILL BE USED AS
 CX0513'THE AZIMUTH MARK.
 CX0513
 CX0513                          STATION RECOVERY (1967)
 CX0513
 CX0513'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (CND)
 CX0513'THE STATION MARK, STAMPED C WSPG 1952, IS ABOUT 5.5 MILES
 CX0513'EAST ALONG WHITE SANDS MISSILE RANGE ROUTE 2 FROM THE WHITE
 CX0513'SANDS MISSILE RANGE HEADQUARTERS BUILDING, THENCE 0.65 MILE
 CX0513'SOUTHEAST ALONG WHITE SANDS MISSILE RANGE ROUTE 2-A, THENCE 2.85
 CX0513'MILES SOUTH ALONG WHITE SANDS MISSILE RANGE ROUTE 3, OR ABOUT
 CX0513'2.75 MILES SOUTHEAST ALONG WAR HIGHWAY 11 FROM THE WHITE
 CX0513'SANDS MISSILE RANGE HEADQUARTERS BUILDING, THENCE 4.1 MILES
 CX0513'EAST ALONG WHITE SANDS MISSILE RANGE ROUTE 212, IN S 31,
 CX0513'T 22 S, R 6 E, 270 FEET EAST OF THE CENTER LINE OF THE ROAD,
 CX0513'75 FEET SOUTH OF THE SOUTHEAST CORNER OF BUILDING 21912,
 CX0513'63 FEET EAST OF A POWER POLE WHICH BEARS A TRANSFORMER,
 CX0513'ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE
 CX0513'POST PROJECTING 6 INCHES.
 CX0513'
 CX0513'R.M. 1, STAMPED C WSPG NO 1 1952, IS 75 FEET NORTHEAST OF
 CX0513'THE STATION MARK, 323 FEET EAST OF THE CENTER LINE OF THE ROAD,
 CX0513'SET IN THE TOP OF A 3- BY 3-FOOT CONCRETE LANDING AT THE BASE
 CX0513'OF A METAL LADDER, 4.2 FEET SOUTHWEST OF THE SOUTHEAST CORNER
 CX0513'OF BUILDING 21913, AND ABOUT LEVEL WITH THE GROUND.
 CX0513'
 CX0513'R.M. 2, STAMPED C WSPG NO 2 1952, IS 50 FEET SOUTHEAST OF
 CX0513'THE STATION MARK, 90 FEET SOUTH OF THE SOUTHWEST CORNER OF
 CX0513'BUILDING 2193, 64 FEET WEST OF A TELEPHONE POLE, 20 FEET
 CX0513'SOUTH OF A FENCE, 5.0 FEET NORTH OF A POINT IN LINE WITH A
 CX0513'ROW OF TELEPHONE POLES, AND SET IN THE TOP OF A CONCRETE
 CX0513'POST PROJECTING 12 INCHES.
 CX0513
 CX0513                          STATION RECOVERY (1967)
 CX0513
 CX0513'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (JBJ)
 CX0513'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED.
 CX0513'REFERENCE MARK 2 SHOWS EVIDENCE OF BEING HIT AND IS LEANING
 CX0513'TO THE WEST.  A DIFFERENCE IN THE DISTANCE AND DIRECTION TO
 CX0513'THIS MARK WAS NOTED.  A COMPLETE NEW DESCRIPTION FOLLOWS.
 CX0513'
 CX0513'THE STATION IS ABOUT 24-1/2 MILES EAST-NORTHEAST OF LAS CRUCES,
 CX0513'17-1/4 MILES WEST OF OROGRANDE AND ON THE WHITE SANDS MISSILE
 CX0513'RANGE.
 CX0513'
 CX0513'TO REACH THE STATION FROM THE WHITE SANDS MISSILE RANGE
 CX0513'HEADQUARTERS BUILDING, GO EAST ON NIKE AVENUE, ROUTE 2, FOR
 CX0513'5.35 MILES TO A FORK.  TAKE THE RIGHT FORK AND GO SOUTH AND
 CX0513'EAST ON A PAVED ROAD FOR 0.8 MILE TO A CROSSROAD.  TURN RIGHT
 CX0513'AND GO SOUTH ON A PAVED ROAD FOR 2.5 MILES TO A SIDE ROAD
 CX0513'ON THE LEFT.  TURN LEFT AND GO EAST ON A DIRT ROAD FOR 0.1
 CX0513'MILE TO THE STATION ON THE RIGHT.
 CX0513'
 CX0513'THE STATION MARK IS A STANDARD DISK, STAMPED C WSPG 1952,
 CX0513'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST, THAT PROJECTS
 CX0513'5 INCHES ABOVE THE GROUND SURFACE.  IT IS 75.0 FEET SOUTH
 CX0513'OF THE SOUTHEAST CORNER OF BUILDING NUMBER 21912, 62.6 FEET
 CX0513'SOUTHWEST OF THE SOUTHWEST CORNER OF BUILDING NUMBER 21913,
 CX0513'10.8 FEET NORTH OF A 2 FOOT HIGH PICKET FENCE AND 3.3 FEET
 CX0513'WEST OF A WOOD WITNESS POST.
 CX0513'
 CX0513'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED C WSPG NO 1 1952,
 CX0513'CEMENTED IN A DRILL HOLE IN A 3 X 4 FOOT CONCRETE PAD AT THE
 CX0513'SOUTHEAST CORNER OF BUILDING NUMBER 21913, THAT IS FLUSH
 CX0513'WITH THE GROUND.  IT IS 4.6 FEET SOUTHWEST OF THE SOUTHEAST
 CX0513'CORNER OF THE BUILDING AND 2.4 FEET SOUTH OF THE SOUTH WALL
 CX0513'OF THE BUILDING.
 CX0513'
 CX0513'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED C WSPG NO 1 1952,
 CX0513'SET IN THE TOP OF A 12 INCH SQUARE CONCRET POST, THAT PROJECTS
 CX0513'12 INCHES ABOVE THE GROUND SURFACE.  IT IS 89.0 FEET SOUTH
 CX0513'OF THE SOUTHEAST CORNER OF BUILDING NUMBER 21913, 115.5 FEET
 CX0513'SOUTHEAST OF THE SOUTHEAST CORNER OF BUILDING NUMBER 21912,
 CX0513'49.8 FEET SOUTHEAST OF THE WITNESS POST AND 19.3 FEET SOUTH
 CX0513'OF THE FENCE.
 CX0513'
 CX0513'TRIANGULATION STATION TARE WSPG 1952 WILL SERVE AS AN AZIMUTH
 CX0513'MARK.
 CX0513'
 CX0513'HEIGHT OF LIGHT ABOVE STATION MARK 40 FEET.
 CX0513'
 CX0513'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--17-1/4 MILES
 CX0513'WEST OF OROGRANDE.
 CX0513
 CX0513                          STATION RECOVERY (1967)
 CX0513
 CX0513'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 CX0513'9.0 MI SE FROM W S M R HEADQUARTERS.
 CX0513'ABOUT 5.5 MILES EAST ALONG WHITE SANDS MISSILE RANGE ROUTE 2 FROM THE
 CX0513'WHITE SANDS MISSILE RANGE HEADQUARTERS BUILDING, THENCE 0.65 MILE
 CX0513'SOUTHEAST ALONG WHITE SANDS MISSILE RANGE ROUTE 2-A, THENCE 2.85 MILES
 CX0513'SOUTH ALONG WHITE SANDS MISSILE RANGE ROUTE 3, OR ABOUT 2.75 MILES
 CX0513'SOUTHEAST ALONG WAR HIGHWAY 11 FROM THE WHITE SANDS MISSILE RANGE
 CX0513'HEADQUARTERS BUILDING, THENCE 4.1 MILES EAST ALONG WHITE SANDS MISSILE
 CX0513'RANGE ROUTE 212, IN S 31, T 22 S, R 6 E, 270 FEET EAST OF THE CENTER
 CX0513'LINE OF THE ROAD, 75 FEET SOUTH OF THE SOUTHEAST CORNER OF BUILDING
 CX0513'21912, 63 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF BUILDING 21913, 63
 CX0513'FEET EAST OF A POWER POLE WHICH BEARS A TRANSFORMER, 50 FEET NORTHWEST
 CX0513'OF C R.M. 2, 75 FEET SOUTHWEST OF C R.M. 1, ABOUT 4 FEET ABOVE THE
 CX0513'LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 CX0513'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0514 ***********************************************************************
 CX0514  DESIGNATION -  C
 CX0514  PID         -  CX0514
 CX0514  STATE/COUNTY-  NM/OTERO
 CX0514  USGS QUAD   -  DAVIES TANK (1994)
 CX0514
 CX0514                         *CURRENT SURVEY CONTROL
 CX0514  ___________________________________________________________________
 CX0514* NAD 83(1986)-  32 21 21.     (N)    106 22 37.     (W)     SCALED    
 CX0514* NAVD 88     -      1224.556  (meters)    4017.56   (feet)  ADJUSTED  
 CX0514  ___________________________________________________________________
 CX0514  GEOID HEIGHT-         -23.77  (meters)                     GEOID03
 CX0514  DYNAMIC HT  -        1222.711 (meters)    4011.51  (feet)  COMP
 CX0514  MODELED GRAV-     979,090.1   (mgal)                       NAVD 88
 CX0514
 CX0514  VERT ORDER  -  SECOND    CLASS 0
 CX0514
 CX0514.The horizontal coordinates were scaled from a topographic map and have
 CX0514.an estimated accuracy of +/- 6 seconds.
 CX0514
 CX0514.The orthometric height was determined by differential leveling
 CX0514.and adjusted by the National Geodetic Survey in June 1991..
 CX0514
 CX0514.The geoid height was determined by GEOID03.
 CX0514
 CX0514.The dynamic height is computed by dividing the NAVD 88
 CX0514.geopotential number by the normal gravity value computed on the
 CX0514.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0514.degrees latitude (g = 980.6199 gals.).
 CX0514
 CX0514.The modeled gravity was interpolated from observed gravity values.
 CX0514
 CX0514;                    North         East    Units  Estimated Accuracy
 CX0514;SPC NM C     -   150,330.      488,050.      MT  (+/- 180 meters Scaled)
 CX0514
 CX0514                          SUPERSEDED SURVEY CONTROL
 CX0514
 CX0514  NGVD 29 (??/??/92) 1223.957  (m)         4015.60   (f) ADJ UNCH    2 0
 CX0514
 CX0514.Superseded values are not recommended for survey control.
 CX0514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0514.See file dsdata.txt to determine how the superseded data were derived.
 CX0514
 CX0514_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR704807(NAD 83)
 CX0514_MARKER: DD = SURVEY DISK
 CX0514_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX0514_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CX0514_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX0514+STABILITY: SURFACE MOTION
 CX0514
 CX0514  HISTORY     - Date     Condition        Report By
 CX0514  HISTORY     - UNK      MONUMENTED       USA
 CX0514  HISTORY     - 1966     MARK NOT FOUND   NGS
 CX0514
 CX0514                          STATION DESCRIPTION
 CX0514
 CX0514'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 CX0514'51.05 MI SW FROM ALAMOGORDO.
 CX0514'41.2 MILES SOUTHWEST ALONG U.S. HIGHWAY 70 FROM THE POST OFFICE AT
 CX0514'ALAMOGORDO, THENCE 4.6 MILES SOUTH ALONG A TRACK ROAD, THENCE 2.4
 CX0514'MILES EAST ALONG AN OILED ROAD, THENCE 2.85 MILES SOUTH ALONG AN OILED
 CX0514'ROAD, 70 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A CONCRETE BLOCK
 CX0514'BUILDING, 112 FEET SOUTHWEST OF THE SOUTHWEST LEG OF A STEEL RADAR
 CX0514'TOWER, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.7 FOOT ABOVE
 CX0514'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0703 ***********************************************************************
 FO0703  DESIGNATION -  C 1
 FO0703  PID         -  FO0703
 FO0703  STATE/COUNTY-  NM/CIBOLA
 FO0703  USGS QUAD   -  MILAN (1995)
 FO0703
 FO0703                         *CURRENT SURVEY CONTROL
 FO0703  ___________________________________________________________________
 FO0703* NAD 83(1986)-  35 09 53.     (N)    107 53 05.     (W)     SCALED    
 FO0703* NAVD 88     -      1987.274  (meters)    6519.91   (feet)  ADJUSTED  
 FO0703  ___________________________________________________________________
 FO0703  GEOID HEIGHT-         -20.40  (meters)                     GEOID03
 FO0703  DYNAMIC HT  -        1984.434 (meters)    6510.60  (feet)  COMP
 FO0703  MODELED GRAV-     979,134.4   (mgal)                       NAVD 88
 FO0703
 FO0703  VERT ORDER  -  FIRST     CLASS II
 FO0703
 FO0703.The horizontal coordinates were scaled from a topographic map and have
 FO0703.an estimated accuracy of +/- 6 seconds.
 FO0703
 FO0703.The orthometric height was determined by differential leveling
 FO0703.and adjusted by the National Geodetic Survey in June 1991..
 FO0703
 FO0703.The geoid height was determined by GEOID03.
 FO0703
 FO0703.The dynamic height is computed by dividing the NAVD 88
 FO0703.geopotential number by the normal gravity value computed on the
 FO0703.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0703.degrees latitude (g = 980.6199 gals.).
 FO0703
 FO0703.The modeled gravity was interpolated from observed gravity values.
 FO0703
 FO0703;                    North         East    Units  Estimated Accuracy
 FO0703;SPC NM W     -   461,860.      825,320.      MT  (+/- 180 meters Scaled)
 FO0703
 FO0703                          SUPERSEDED SURVEY CONTROL
 FO0703
 FO0703  NGVD 29 (??/??/92) 1986.229  (m)         6516.49   (f) ADJ UNCH    1 2
 FO0703
 FO0703.Superseded values are not recommended for survey control.
 FO0703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0703.See file dsdata.txt to determine how the superseded data were derived.
 FO0703
 FO0703_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBU372951(NAD 83)
 FO0703_MARKER: B = BOLT
 FO0703_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FO0703_SP_SET: ABUTMENT
 FO0703_MARK LOGO: CGS   
 FO0703_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FO0703
 FO0703  HISTORY     - Date     Condition        Report By
 FO0703  HISTORY     - UNK      MONUMENTED       CGS
 FO0703  HISTORY     - 1941     GOOD             NGS
 FO0703  HISTORY     - 1982     GOOD             NGS
 FO0703
 FO0703                          STATION DESCRIPTION
 FO0703
 FO0703'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 FO0703'2.2 MI NW FROM GRANTS.
 FO0703'TO REACH FROM THE ATCHISON, TOPEKA AND SANTA FE RAILROAD STATION AT
 FO0703'GRANTS-- GO 2.2 MILES NORTHWESTERLY ALONG THE ATCHISON, TOPEKA AND
 FO0703'SANTA FE RIGHT-OF-WAY TO THE SITE OF BENCH MARK.  BENCH MARK IS 8
 FO0703'POLES NORTHWEST OF U.S. HIGHWAY 66 VIADUCT AND 8 POLES SOUTHEAST OF
 FO0703'MILE POLE NO. 98.  IT IS SET VERTICALLY IN THE TOP OF THE NORTHEAST
 FO0703'END OF THE NORTHWEST ABUTMENT OF OLD ABANDONED RAILROAD BRIDGE, ABOUT
 FO0703'122.0 FEET NORTHEAST OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE
 FO0703'OF THE TRACKS.  IT IS 116.0 FEET NORTHEAST OF DOUBLE BOX CULVERT NO. C
 FO0703'98 AND 1.3 FEET SOUTHWEST OF THE NORTHEAST END OF ABUTMENT. A COPPER
 FO0703'BOLT SET VERTICALLY IN DRILL HOLE STAMPED U.S.B.M.
 FO0703
 FO0703                          STATION RECOVERY (1982)
 FO0703
 FO0703'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FO0703'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  3.7 KM (2.3 MI)
 FO0703'NORTHWESTERLY ALONG THE SANTA FE RAILROAD FROM THE RAILROAD STATION IN
 FO0703'GRANTS, 0.3 KM (0.2 MI) NORTHWEST OF THE CROSSING OF STATE HIGHWAY 53
 FO0703'AND 122, IN THE NORTHEAST END OF THE SOUTHWEST CONCRETE ABUTMENT OF AN
 FO0703'ABANDONED RAILROAD BRIDGE, 37.8 METERS (124.0 FT) EAST OF THE NEAR
 FO0703'RAIL AND 35.5 METERS (116.5 FT) EAST OF THE NORTHEAST CORNER OF
 FO0703'CULVERT NUMBER 839.
 FO0703'THE MARK IS 1.6 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0535 ***********************************************************************
 CW0535  DESIGNATION -  C 100
 CW0535  PID         -  CW0535
 CW0535  STATE/COUNTY-  NM/OTERO
 CW0535  USGS QUAD   -  SACRAMENTO (1974)
 CW0535
 CW0535                         *CURRENT SURVEY CONTROL
 CW0535  ___________________________________________________________________
 CW0535* NAD 83(1986)-  32 49 01.     (N)    105 31 06.     (W)     SCALED    
 CW0535* NAVD 88     -      2234.544  (meters)    7331.17   (feet)  ADJUSTED  
 CW0535  ___________________________________________________________________
 CW0535  GEOID HEIGHT-         -20.16  (meters)                     GEOID03
 CW0535  DYNAMIC HT  -        2230.966 (meters)    7319.43  (feet)  COMP
 CW0535  MODELED GRAV-     978,955.1   (mgal)                       NAVD 88
 CW0535
 CW0535  VERT ORDER  -  SECOND    CLASS 0
 CW0535
 CW0535.The horizontal coordinates were scaled from a topographic map and have
 CW0535.an estimated accuracy of +/- 6 seconds.
 CW0535
 CW0535.The orthometric height was determined by differential leveling
 CW0535.and adjusted by the National Geodetic Survey in June 1991..
 CW0535
 CW0535.The geoid height was determined by GEOID03.
 CW0535
 CW0535.The dynamic height is computed by dividing the NAVD 88
 CW0535.geopotential number by the normal gravity value computed on the
 CW0535.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0535.degrees latitude (g = 980.6199 gals.).
 CW0535
 CW0535.The modeled gravity was interpolated from observed gravity values.
 CW0535
 CW0535;                    North         East    Units  Estimated Accuracy
 CW0535;SPC NM C     -   201,690.      568,510.      MT  (+/- 180 meters Scaled)
 CW0535
 CW0535                          SUPERSEDED SURVEY CONTROL
 CW0535
 CW0535  NGVD 29 (??/??/92) 2233.769  (m)         7328.62   (f) ADJ UNCH    2 0
 CW0535
 CW0535.Superseded values are not recommended for survey control.
 CW0535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0535.See file dsdata.txt to determine how the superseded data were derived.
 CW0535
 CW0535_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDS514311(NAD 83)
 CW0535_MARKER: DB = BENCH MARK DISK
 CW0535_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CW0535_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CW0535_STAMPING: C-100 1934
 CW0535_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CW0535+STABILITY: SURFACE MOTION
 CW0535
 CW0535  HISTORY     - Date     Condition        Report By
 CW0535  HISTORY     - 1934     MONUMENTED       CGS
 CW0535  HISTORY     - 1974     MARK NOT FOUND   USGS
 CW0535
 CW0535                          STATION DESCRIPTION
 CW0535
 CW0535'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CW0535'1.3 MI NE FROM WEED.
 CW0535'1.3 MI. N.E. ALONG ROAD TO MAYHILL ABOUT 0.1 MI. E. OF SUMMIT, ABOUT
 CW0535'10 FT. N. OF THE CENTER LINE OF THE ROAD, AND SET IN A LIMESTONE
 CW0535'OUTCROP, 2 FT. ABOVE THE ROAD.
 CW0535
 CW0535                          STATION RECOVERY (1974)
 CW0535
 CW0535'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 CW0535'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0462 ***********************************************************************
 EQ0462  DESIGNATION -  C 101
 EQ0462  PID         -  EQ0462
 EQ0462  STATE/COUNTY-  NM/SOCORRO
 EQ0462  USGS QUAD   -  TABLE MOUNTAIN (1995)
 EQ0462
 EQ0462                         *CURRENT SURVEY CONTROL
 EQ0462  ___________________________________________________________________
 EQ0462* NAD 83(1986)-  34 26 05.     (N)    107 37 14.     (W)     SCALED    
 EQ0462* NAVD 88     -      2004.906  (meters)    6577.76   (feet)  POSTED    
 EQ0462  ___________________________________________________________________
 EQ0462  GEOID HEIGHT-         -21.21  (meters)                     GEOID03
 EQ0462  DYNAMIC HT  -        2001.900 (meters)    6567.90  (feet)  COMP
 EQ0462  MODELED GRAV-     979,064.0   (mgal)                       NAVD 88
 EQ0462
 EQ0462  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EQ0462
 EQ0462.The horizontal coordinates were scaled from a topographic map and have
 EQ0462.an estimated accuracy of +/- 6 seconds.
 EQ0462
 EQ0462.The orthometric height was determined by differential leveling
 EQ0462.and adjusted by the National Geodetic Survey in 1992..
 EQ0462.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EQ0462.rate of 0.0 thru 1.0 mm/km.
 EQ0462
 EQ0462.The geoid height was determined by GEOID03.
 EQ0462
 EQ0462.The dynamic height is computed by dividing the NAVD 88
 EQ0462.geopotential number by the normal gravity value computed on the
 EQ0462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0462.degrees latitude (g = 980.6199 gals.).
 EQ0462
 EQ0462.The modeled gravity was interpolated from observed gravity values.
 EQ0462
 EQ0462;                    North         East    Units  Estimated Accuracy
 EQ0462;SPC NM C     -   381,720.      374,040.      MT  (+/- 180 meters Scaled)
 EQ0462
 EQ0462                          SUPERSEDED SURVEY CONTROL
 EQ0462
 EQ0462  NGVD 29 (??/??/92) 2004.033  (m)         6574.90   (f) ADJ UNCH    2 0
 EQ0462
 EQ0462.Superseded values are not recommended for survey control.
 EQ0462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0462.See file dsdata.txt to determine how the superseded data were derived.
 EQ0462
 EQ0462_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBU592134(NAD 83)
 EQ0462_MARKER: DB = BENCH MARK DISK
 EQ0462_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EQ0462_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EQ0462_STAMPING: C 101 1935
 EQ0462_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EQ0462+STABILITY: SURFACE MOTION
 EQ0462
 EQ0462  HISTORY     - Date     Condition        Report By
 EQ0462  HISTORY     - 1935     MONUMENTED       CGS
 EQ0462  HISTORY     - 1964     GOOD             USGS
 EQ0462
 EQ0462                          STATION DESCRIPTION
 EQ0462
 EQ0462'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 EQ0462'36.8 MI NW FROM MAGDALENA.
 EQ0462'36.8 MI NW OF POST OFFICE IN MAGDALENA MARTIN RANCH, ABOUT 2.9 MI. NE
 EQ0462'OF, 34.1 MI. NORTHWEST OF MAGDALENA ALONG ROADS TO MARTIN RANCH TO A
 EQ0462'ROAD FORK AT THE BASE OF TABLE MTN., THENCE TAKE RIGHT FORK NORTHWEST
 EQ0462'FOR 2.3 MI, ABOUT 1500 FT. SOUTHEAST OF BLUE WELL WINDMILL, 43 FT. W.
 EQ0462'OF TOWNSHIP CORNER.  A STANDARD TABLET SET IN A CONCRETE POST
 EQ0462'PROJECTING 0.2 FT. ABOVE GROUND, AND STAMPED C 101 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0398 ***********************************************************************
 EQ0398  DESIGNATION -  C 102
 EQ0398  PID         -  EQ0398
 EQ0398  STATE/COUNTY-  NM/SOCORRO
 EQ0398  USGS QUAD   -  GALLINAS PEAK (1995)
 EQ0398
 EQ0398                         *CURRENT SURVEY CONTROL
 EQ0398  ___________________________________________________________________
 EQ0398* NAD 83(1986)-  34 14 17.     (N)    107 23 41.     (W)     SCALED    
 EQ0398* NAVD 88     -      2178.379  (meters)    7146.90   (feet)  POSTED    
 EQ0398  ___________________________________________________________________
 EQ0398  GEOID HEIGHT-         -21.35  (meters)                     GEOID03
 EQ0398  DYNAMIC HT  -        2175.020 (meters)    7135.88  (feet)  COMP
 EQ0398  MODELED GRAV-     979,013.4   (mgal)                       NAVD 88
 EQ0398
 EQ0398  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EQ0398
 EQ0398.The horizontal coordinates were scaled from a topographic map and have
 EQ0398.an estimated accuracy of +/- 6 seconds.
 EQ0398
 EQ0398.The orthometric height was determined by differential leveling
 EQ0398.and adjusted by the National Geodetic Survey in 1992..
 EQ0398.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EQ0398.rate of 0.0 thru 1.0 mm/km.
 EQ0398
 EQ0398.The geoid height was determined by GEOID03.
 EQ0398
 EQ0398.The dynamic height is computed by dividing the NAVD 88
 EQ0398.geopotential number by the normal gravity value computed on the
 EQ0398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0398.degrees latitude (g = 980.6199 gals.).
 EQ0398
 EQ0398.The modeled gravity was interpolated from observed gravity values.
 EQ0398
 EQ0398;                    North         East    Units  Estimated Accuracy
 EQ0398;SPC NM C     -   359,650.      394,550.      MT  (+/- 180 meters Scaled)
 EQ0398
 EQ0398                          SUPERSEDED SURVEY CONTROL
 EQ0398
 EQ0398  NGVD 29 (??/??/92) 2177.442  (m)         7143.82   (f) ADJ UNCH    2 0
 EQ0398
 EQ0398.Superseded values are not recommended for survey control.
 EQ0398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0398.See file dsdata.txt to determine how the superseded data were derived.
 EQ0398
 EQ0398_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBT794911(NAD 83)
 EQ0398_MARKER: DB = BENCH MARK DISK
 EQ0398_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EQ0398_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EQ0398_STAMPING: C 102 1935
 EQ0398_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EQ0398+STABILITY: SURFACE MOTION
 EQ0398
 EQ0398  HISTORY     - Date     Condition        Report By
 EQ0398  HISTORY     - 1935     MONUMENTED       CGS
 EQ0398  HISTORY     - 1965     GOOD             USGS
 EQ0398
 EQ0398                          STATION DESCRIPTION
 EQ0398
 EQ0398'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 EQ0398'14.6 MI NW FROM MAGDALENA.
 EQ0398'MAGDALENA, 14.6 MI NW OF ALONG ROAD, IN NE COR SEC 7, T 1 S R 5 W. TO
 EQ0398'REACH FROM MAGDALENA PO GO WEST ALONG US HWY 60 FOR 0.3 MI TO JCT OF
 EQ0398'STATE HWY 52, TURN RIGHT (NORTHERLY) FOR 14.6 MI TO WM AND CORRAL ON
 EQ0398'LEFT, TURN LEFT DOWN TRACK ROAD ON WEST SIDE OF CORRAL THRU WIRE GATE
 EQ0398'AND DOWN ABANDONED ROAD SCAR TO STATION ON RIGHT.  MARK IS 27 FT
 EQ0398'WESTERLY (PERPENDICULAR) FROM CENTERLINE OF ABD. ROAD, 3 FT. NORTH OF
 EQ0398'WOODEN WITNESS POST AND ONE FT. HIGHER THAN ROAD, IN CONCRETE POST
 EQ0398'PROJECTING 0.1 FT, A STD DISK STAMPED C 102 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0078 ***********************************************************************
 GM0078  DESIGNATION -  C 103
 GM0078  PID         -  GM0078
 GM0078  STATE/COUNTY-  NM/COLFAX
 GM0078  USGS QUAD   -  TAYLOR SPRINGS (1965)
 GM0078
 GM0078                         *CURRENT SURVEY CONTROL
 GM0078  ___________________________________________________________________
 GM0078* NAD 83(1986)-  36 18 40.     (N)    104 23 24.     (W)     SCALED    
 GM0078* NAVD 88     -      1820.605  (meters)    5973.10   (feet)  ADJUSTED  
 GM0078  ___________________________________________________________________
 GM0078  GEOID HEIGHT-         -18.96  (meters)                     GEOID03
 GM0078  DYNAMIC HT  -        1818.316 (meters)    5965.59  (feet)  COMP
 GM0078  MODELED GRAV-     979,309.6   (mgal)                       NAVD 88
 GM0078
 GM0078  VERT ORDER  -  SECOND    CLASS 0
 GM0078
 GM0078.The horizontal coordinates were scaled from a topographic map and have
 GM0078.an estimated accuracy of +/- 6 seconds.
 GM0078
 GM0078.The orthometric height was determined by differential leveling
 GM0078.and adjusted by the National Geodetic Survey in June 1991..
 GM0078.WARNING-Repeat measurements at this control monument indicate possible
 GM0078.vertical movement.
 GM0078
 GM0078.The geoid height was determined by GEOID03.
 GM0078
 GM0078.The dynamic height is computed by dividing the NAVD 88
 GM0078.geopotential number by the normal gravity value computed on the
 GM0078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GM0078.degrees latitude (g = 980.6199 gals.).
 GM0078
 GM0078.The modeled gravity was interpolated from observed gravity values.
 GM0078
 GM0078;                    North         East    Units  Estimated Accuracy
 GM0078;SPC NM E     -   589,040.      159,910.      MT  (+/- 180 meters Scaled)
 GM0078
 GM0078                          SUPERSEDED SURVEY CONTROL
 GM0078
 GM0078  NGVD 29 (??/??/92) 1819.810  (m)         5970.49   (f) ADJ UNCH    2 0
 GM0078
 GM0078.Superseded values are not recommended for survey control.
 GM0078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0078.See file dsdata.txt to determine how the superseded data were derived.
 GM0078
 GM0078_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEA547186(NAD 83)
 GM0078_MARKER: DB = BENCH MARK DISK
 GM0078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GM0078_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GM0078_STAMPING: C 103 1934
 GM0078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GM0078+STABILITY: SURFACE MOTION
 GM0078
 GM0078  HISTORY     - Date     Condition        Report By
 GM0078  HISTORY     - 1934     MONUMENTED       CGS
 GM0078  HISTORY     - 1956     GOOD             NGS
 GM0078
 GM0078                          STATION DESCRIPTION
 GM0078
 GM0078'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GM0078'5.95 MI E FROM TAYLOR SPRINGS.
 GM0078'5.95 MILES EAST ALONG STATE HIGHWAY 58 FROM THE SECTION FOREMANS HOUSE
 GM0078'AT TAYLOR SPRINGS, ON THE WEST SLOPE OF A HILL, 61 FEET SOUTH OF THE
 GM0078'CENTER LINE OF THE HIGHWAY, 33 FEET SOUTHWEST OF THE CENTER LINE OF
 GM0078'THE OLD HIGHWAY GRADE, 55 FEET EAST OF A POWER POLE, 13.7 FEET NORTH
 GM0078'OF A FENCE, 1.3 FEET SOUTH OF A WITNESS POST, 1.0 MILE WEST OF BENCH
 GM0078'MARK D 290, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT
 GM0078'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0087 ***********************************************************************
 GN0087  DESIGNATION -  C 103 RESET
 GN0087  PID         -  GN0087
 GN0087  STATE/COUNTY-  NM/RIO ARRIBA
 GN0087  USGS QUAD   -  CANJILON MOUNTAIN (1995)
 GN0087
 GN0087                         *CURRENT SURVEY CONTROL
 GN0087  ___________________________________________________________________
 GN0087* NAD 83(1986)-  36 30 20.     (N)    106 17 15.     (W)     SCALED    
 GN0087* NAVD 88     -      2730.254  (meters)    8957.51   (feet)  ADJUSTED  
 GN0087  ___________________________________________________________________
 GN0087  GEOID HEIGHT-         -17.45  (meters)                     GEOID03
 GN0087  DYNAMIC HT  -        2726.278 (meters)    8944.46  (feet)  COMP
 GN0087  MODELED GRAV-     979,076.1   (mgal)                       NAVD 88
 GN0087
 GN0087  VERT ORDER  -  SECOND    CLASS 0
 GN0087
 GN0087.The horizontal coordinates were scaled from a topographic map and have
 GN0087.an estimated accuracy of +/- 6 seconds.
 GN0087
 GN0087.The orthometric height was determined by differential leveling
 GN0087.and adjusted by the National Geodetic Survey in June 1991..
 GN0087
 GN0087.The geoid height was determined by GEOID03.
 GN0087
 GN0087.The dynamic height is computed by dividing the NAVD 88
 GN0087.geopotential number by the normal gravity value computed on the
 GN0087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GN0087.degrees latitude (g = 980.6199 gals.).
 GN0087
 GN0087.The modeled gravity was interpolated from observed gravity values.
 GN0087
 GN0087;                    North         East    Units  Estimated Accuracy
 GN0087;SPC NM C     -   610,610.      496,640.      MT  (+/- 180 meters Scaled)
 GN0087
 GN0087                          SUPERSEDED SURVEY CONTROL
 GN0087
 GN0087  NGVD 29 (??/??/92) 2728.862  (m)         8952.94   (f) ADJ UNCH    2 0
 GN0087
 GN0087.Superseded values are not recommended for survey control.
 GN0087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0087.See file dsdata.txt to determine how the superseded data were derived.
 GN0087
 GN0087_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCA847407(NAD 83)
 GN0087_MARKER: DB = BENCH MARK DISK
 GN0087_SETTING: 80 = SET IN A BOULDER
 GN0087_STAMPING: C 103 RESET 1940
 GN0087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GN0087+STABILITY: SURFACE MOTION
 GN0087
 GN0087  HISTORY     - Date     Condition        Report By
 GN0087  HISTORY     - 1940     MONUMENTED       CGS
 GN0087  HISTORY     - 1941     GOOD             NGS
 GN0087
 GN0087                          STATION DESCRIPTION
 GN0087
 GN0087'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 GN0087'11.8 MI NE FROM CANJILON.
 GN0087'TO REACH FROM THE POST OFFICE, PROCEED NORTHEASTERLY ALONG GRAVELED
 GN0087'AND MOUNTAIN ROAD TOWARDS VALLECITOS, GO 11.8 MILES.  BENCH MARK IS
 GN0087'NORTHEASTERLY FROM A CURVE ON A GENTLE GRADE.  IT IS ON GENTLE, GRASSY
 GN0087'SLOPE OF HILLSIDE COVERED WITH ASPEN TREES.  IT IS ABOUT 115 FEET
 GN0087'NORTHWESTERLY ACROSS ROAD FROM A LONG, 3-FOOT PINE TREE.  IT IS 61
 GN0087'FEET NORTHERLY FROM AND ABOUT 4 OR 5 FEET ABOVE CENTER LINE OF THE
 GN0087'ROAD.  IT IS SET HORIZONTALLY IN BURIED BOULDER WHICH IS ABOUT 3 FEET
 GN0087'ACROSS AND PROJECTS ABOUT 1.0 FOOT ON DOWNHILL SIDE.  STD. DISK IN
 GN0087'DRILL HOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0071 ***********************************************************************
 GN0071  DESIGNATION -  C 104
 GN0071  PID         -  GN0071
 GN0071  STATE/COUNTY-  NM/RIO ARRIBA
 GN0071  USGS QUAD   -  LAS TABLAS (1995)
 GN0071
 GN0071                         *CURRENT SURVEY CONTROL
 GN0071  ___________________________________________________________________
 GN0071* NAD 83(1986)-  36 31 40.     (N)    106 04 06.     (W)     SCALED    
 GN0071* NAVD 88     -      2580.061  (meters)    8464.75   (feet)  ADJUSTED  
 GN0071  ___________________________________________________________________
 GN0071  GEOID HEIGHT-         -17.42  (meters)                     GEOID03
 GN0071  DYNAMIC HT  -        2576.401 (meters)    8452.74  (feet)  COMP
 GN0071  MODELED GRAV-     979,119.4   (mgal)                       NAVD 88
 GN0071
 GN0071  VERT ORDER  -  SECOND    CLASS 0
 GN0071
 GN0071.The horizontal coordinates were scaled from a topographic map and have
 GN0071.an estimated accuracy of +/- 6 seconds.
 GN0071
 GN0071.The orthometric height was determined by differential leveling
 GN0071.and adjusted by the National Geodetic Survey in June 1991..
 GN0071
 GN0071.The geoid height was determined by GEOID03.
 GN0071
 GN0071.The dynamic height is computed by dividing the NAVD 88
 GN0071.geopotential number by the normal gravity value computed on the
 GN0071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GN0071.degrees latitude (g = 980.6199 gals.).
 GN0071
 GN0071.The modeled gravity was interpolated from observed gravity values.
 GN0071
 GN0071;                    North         East    Units  Estimated Accuracy
 GN0071;SPC NM C     -   613,090.      516,270.      MT  (+/- 180 meters Scaled)
 GN0071
 GN0071                          SUPERSEDED SURVEY CONTROL
 GN0071
 GN0071  NGVD 29 (??/??/92) 2578.778  (m)         8460.54   (f) ADJ UNCH    2 0
 GN0071
 GN0071.Superseded values are not recommended for survey control.
 GN0071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0071.See file dsdata.txt to determine how the superseded data were derived.
 GN0071
 GN0071_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDA043430(NAD 83)
 GN0071_MARKER: DB = BENCH MARK DISK
 GN0071_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GN0071_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GN0071_STAMPING: C-104 1935
 GN0071_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GN0071+STABILITY: SURFACE MOTION
 GN0071
 GN0071  HISTORY     - Date     Condition        Report By
 GN0071  HISTORY     - 1935     MONUMENTED       CGS
 GN0071  HISTORY     - 1963     GOOD             USGS
 GN0071
 GN0071                          STATION DESCRIPTION
 GN0071
 GN0071'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 GN0071'8.6 MI E FROM VALLECITOS.
 GN0071'ABOUT 0.4 MILES NE ALONG A DIRT ROAD FROM THE MAIN JCT. AT VALLECITOS,
 GN0071'THENCE ABOUT 6.6 MILES E ALONG THE JARITO FIRE ROAD TO A JCT. THENCE
 GN0071'ALONG THE ROAD LEADING TO PETACA FOR 1.6 MILES TO A STRAIGHT STRETCH
 GN0071'OF ROAD RUNNING N-S, ABOUT 400 FT. NORTH OF WHERE THE ROAD CURVES TO
 GN0071'THE SW, ABOUT 75 FT. WEST OF THE ROAD, A STANDARD DISK STAMPED C-104
 GN0071'1935 ETC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0017 ***********************************************************************
 FN0017  DESIGNATION -  C 104
 FN0017  PID         -  FN0017
 FN0017  STATE/COUNTY-  NM/HARDING
 FN0017  USGS QUAD   -  BEAVER CANYON (1971)
 FN0017
 FN0017                         *CURRENT SURVEY CONTROL
 FN0017  ___________________________________________________________________
 FN0017* NAD 83(1986)-  35 54 46.     (N)    104 16 49.     (W)     SCALED    
 FN0017* NAVD 88     -      1729.214  (meters)    5673.26   (feet)  ADJUSTED  
 FN0017  ___________________________________________________________________
 FN0017  GEOID HEIGHT-         -19.79  (meters)                     GEOID03
 FN0017  DYNAMIC HT  -        1727.022 (meters)    5666.07  (feet)  COMP
 FN0017  MODELED GRAV-     979,303.4   (mgal)                       NAVD 88
 FN0017
 FN0017  VERT ORDER  -  SECOND    CLASS 0
 FN0017
 FN0017.The horizontal coordinates were scaled from a topographic map and have
 FN0017.an estimated accuracy of +/- 6 seconds.
 FN0017
 FN0017.The orthometric height was determined by differential leveling
 FN0017.and adjusted by the National Geodetic Survey in June 1991..
 FN0017
 FN0017.The geoid height was determined by GEOID03.
 FN0017
 FN0017.The dynamic height is computed by dividing the NAVD 88
 FN0017.geopotential number by the normal gravity value computed on the
 FN0017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FN0017.degrees latitude (g = 980.6199 gals.).
 FN0017
 FN0017.The modeled gravity was interpolated from observed gravity values.
 FN0017
 FN0017;                    North         East    Units  Estimated Accuracy
 FN0017;SPC NM E     -   544,840.      169,790.      MT  (+/- 180 meters Scaled)
 FN0017
 FN0017                          SUPERSEDED SURVEY CONTROL
 FN0017
 FN0017  NGVD 29 (??/??/92) 1728.431  (m)         5670.69   (f) ADJ UNCH    2 0
 FN0017
 FN0017.Superseded values are not recommended for survey control.
 FN0017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0017.See file dsdata.txt to determine how the superseded data were derived.
 FN0017
 FN0017_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEV649745(NAD 83)
 FN0017_MARKER: DB = BENCH MARK DISK
 FN0017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FN0017_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FN0017_STAMPING: C 104 1934
 FN0017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FN0017+STABILITY: SURFACE MOTION
 FN0017
 FN0017  HISTORY     - Date     Condition        Report By
 FN0017  HISTORY     - 1934     MONUMENTED       CGS
 FN0017
 FN0017                          STATION DESCRIPTION
 FN0017
 FN0017'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FN0017'6.8 MI W FROM ROY.
 FN0017'6.8 MILES WEST ALONG STATE HIGHWAY 120 FROM THE HIGH SCHOOL AT ROY,
 FN0017'HARDING COUNTY, 41 FEET NORTH OF TWO SMALL CEDAR TREES, 81 FEET SOUTH
 FN0017'OF THE CENTERLINE OF THE HIGHWAY, AND 3 FEET LOWER THAN THE HIGHWAY. A
 FN0017'STANDARD DISK, STAMPED C 104 1934 AND SET IN THE TOP OF A CONCRETE
 FN0017'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0140 ***********************************************************************
 GN0140  DESIGNATION -  C 105
 GN0140  PID         -  GN0140
 GN0140  STATE/COUNTY-  NM/RIO ARRIBA
 GN0140  USGS QUAD   -  VALLE GRANDE PEAK (1995)
 GN0140
 GN0140                         *CURRENT SURVEY CONTROL
 GN0140  ___________________________________________________________________
 GN0140* NAD 83(1986)-  36 25 02.     (N)    106 10 37.     (W)     SCALED    
 GN0140* NAVD 88     -      2424.698  (meters)    7955.03   (feet)  ADJUSTED  
 GN0140  ___________________________________________________________________
 GN0140  GEOID HEIGHT-         -17.85  (meters)                     GEOID03
 GN0140  DYNAMIC HT  -        2421.326 (meters)    7943.97  (feet)  COMP
 GN0140  MODELED GRAV-     979,153.2   (mgal)                       NAVD 88
 GN0140
 GN0140  VERT ORDER  -  SECOND    CLASS 0
 GN0140
 GN0140.The horizontal coordinates were scaled from a topographic map and have
 GN0140.an estimated accuracy of +/- 6 seconds.
 GN0140
 GN0140.The orthometric height was determined by differential leveling
 GN0140.and adjusted by the National Geodetic Survey in June 1991..
 GN0140
 GN0140.The geoid height was determined by GEOID03.
 GN0140
 GN0140.The dynamic height is computed by dividing the NAVD 88
 GN0140.geopotential number by the normal gravity value computed on the
 GN0140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GN0140.degrees latitude (g = 980.6199 gals.).
 GN0140
 GN0140.The modeled gravity was interpolated from observed gravity values.
 GN0140
 GN0140;                    North         East    Units  Estimated Accuracy
 GN0140;SPC NM C     -   600,810.      506,550.      MT  (+/- 180 meters Scaled)
 GN0140
 GN0140                          SUPERSEDED SURVEY CONTROL
 GN0140
 GN0140  NGVD 29 (??/??/92) 2423.494  (m)         7951.08   (f) ADJ UNCH    2 0
 GN0140
 GN0140.Superseded values are not recommended for survey control.
 GN0140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0140.See file dsdata.txt to determine how the superseded data were derived.
 GN0140
 GN0140_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCA944308(NAD 83)
 GN0140_MARKER: DB = BENCH MARK DISK
 GN0140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GN0140_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GN0140_STAMPING: C 105 1935
 GN0140_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GN0140+STABILITY: SURFACE MOTION
 GN0140
 GN0140  HISTORY     - Date     Condition        Report By
 GN0140  HISTORY     - 1935     MONUMENTED       CGS
 GN0140  HISTORY     - 1940     GOOD             NGS
 GN0140
 GN0140                          STATION DESCRIPTION
 GN0140
 GN0140'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 GN0140'6.3 MI N FROM EL RITO.
 GN0140'TO REACH FROM THE EL RITO RANGER STATION, PROCEED NORTH ALONG STATE
 GN0140'HIGHWAY NO. 96 TOWARDS VALLECITOS, GO 6.3 MILES.  BENCH MARK IS ON THE
 GN0140'SUMMIT OF A MOUNTAIN.  40 YARDS NORTH OF A SHARP CURVE.  27 FEET
 GN0140'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY.  17 FEET NORTHEAST OF A
 GN0140'LARGE PINE TREE.  2.0 FEET WEST OF A 4 X 4 INCH WOODEN POST PAINTED
 GN0140'WHITE PROJECTING 2.0 FEET.  MONUMENT IS FLUSH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0724 ***********************************************************************
 GL0724  DESIGNATION -  C 106
 GL0724  PID         -  GL0724
 GL0724  STATE/COUNTY-  NM/UNION
 GL0724  USGS QUAD   -  ROYCE (1966)
 GL0724
 GL0724                         *CURRENT SURVEY CONTROL
 GL0724  ___________________________________________________________________
 GL0724* NAD 83(1986)-  36 26 38.     (N)    103 15 10.     (W)     SCALED    
 GL0724* NAVD 88     -      1535.930  (meters)    5039.13   (feet)  ADJUSTED  
 GL0724  ___________________________________________________________________
 GL0724  GEOID HEIGHT-         -21.79  (meters)                     GEOID03
 GL0724  DYNAMIC HT  -        1534.098 (meters)    5033.12  (feet)  COMP
 GL0724  MODELED GRAV-     979,385.1   (mgal)                       NAVD 88
 GL0724
 GL0724  VERT ORDER  -  SECOND    CLASS 0
 GL0724
 GL0724.The horizontal coordinates were scaled from a topographic map and have
 GL0724.an estimated accuracy of +/- 6 seconds.
 GL0724
 GL0724.The orthometric height was determined by differential leveling
 GL0724.and adjusted by the National Geodetic Survey in June 1991..
 GL0724
 GL0724.The geoid height was determined by GEOID03.
 GL0724
 GL0724.The dynamic height is computed by dividing the NAVD 88
 GL0724.geopotential number by the normal gravity value computed on the
 GL0724.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0724.degrees latitude (g = 980.6199 gals.).
 GL0724
 GL0724.The modeled gravity was interpolated from observed gravity values.
 GL0724
 GL0724;                    North         East    Units  Estimated Accuracy
 GL0724;SPC NM E     -   604,310.      261,870.      MT  (+/- 180 meters Scaled)
 GL0724
 GL0724                          SUPERSEDED SURVEY CONTROL
 GL0724
 GL0724  NGVD 29 (??/??/92) 1535.179  (m)         5036.67   (f) ADJ UNCH    2 0
 GL0724
 GL0724.Superseded values are not recommended for survey control.
 GL0724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0724.See file dsdata.txt to determine how the superseded data were derived.
 GL0724
 GL0724_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA565346(NAD 83)
 GL0724_MARKER: DB = BENCH MARK DISK
 GL0724_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0724_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0724_STAMPING: C 106 1934
 GL0724_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0724+STABILITY: SURFACE MOTION
 GL0724
 GL0724  HISTORY     - Date     Condition        Report By
 GL0724  HISTORY     - 1934     MONUMENTED       CGS
 GL0724  HISTORY     - 1966     GOOD             USGS
 GL0724
 GL0724                          STATION DESCRIPTION
 GL0724
 GL0724'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 GL0724'4.05 MI W FROM CLAYTON.
 GL0724'CLAYTON, UNION CO., NEW MEXICO-- JUNCTION OF U.S. HIGHWAYS (87-54) AND
 GL0724'56. GO S.W. 0.6 MILE TO A READ WEST, OPPOSITE THE CLAYTON MOTEL.
 GL0724'THENCE GO 3.2 MILES WEST, ALONG A GRADED ROAD, TO A CATTLEGUARD.
 GL0724'THENCE, GO 0.25 MILE SOUTH, ALONG TRACK ROAD, AND THE BENCH MARK ON
 GL0724'THE LEFT. 28 FEET EAST OF THE CENTERLINE AND 2 FEET WEST OF A N-S
 GL0724'FENCE LINE.  A STANDARD U.S.C. AND G.S. DISK IN CONCRETE POST
 GL0724'PROJECTING ABOUT 0.7 FT. STAMPED C 106 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM1091 ***********************************************************************
 FM1091  DESIGNATION -  C 107 RESET
 FM1091  PID         -  FM1091
 FM1091  STATE/COUNTY-  NM/UNION
 FM1091  USGS QUAD   -  CENTERVILLE CORNER (1971)
 FM1091
 FM1091                         *CURRENT SURVEY CONTROL
 FM1091  ___________________________________________________________________
 FM1091* NAD 83(1986)-  35 51 50.     (N)    103 09 37.     (W)     SCALED    
 FM1091* NAVD 88     -      1351.69   (+/-2cm)    4434.7    (feet)  VERTCON   
 FM1091  ___________________________________________________________________
 FM1091  GEOID HEIGHT-         -22.79  (meters)                     GEOID03
 FM1091
 FM1091  VERT ORDER  -  THIRD (See Below)
 FM1091
 FM1091.The horizontal coordinates were scaled from a topographic map and have
 FM1091.an estimated accuracy of +/- 6 seconds.
 FM1091
 FM1091.The NAVD 88 height was computed by applying the VERTCON shift value to
 FM1091.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FM1091.The vertical order pertains to the NGVD 29 superseded value.
 FM1091
 FM1091.The geoid height was determined by GEOID03.
 FM1091
 FM1091;                    North         East    Units  Estimated Accuracy
 FM1091;SPC NM E     -   540,050.      270,940.      MT  (+/- 180 meters Scaled)
 FM1091
 FM1091                          SUPERSEDED SURVEY CONTROL
 FM1091
 FM1091  NGVD 29 (06/15/00) 1351.05   (m)         4432.6    (f) RESET       3  
 FM1091
 FM1091.Superseded values are not recommended for survey control.
 FM1091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM1091.See file dsdata.txt to determine how the superseded data were derived.
 FM1091
 FM1091_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFV661704(NAD 83)
 FM1091_MARKER: I = METAL ROD
 FM1091_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FM1091_SP_SET: STAINLESS STEEL ROD
 FM1091_STAMPING: C 107 RESET 1984
 FM1091_MARK LOGO: NGS   
 FM1091_PROJECTION: FLUSH
 FM1091_MAGNETIC: I = MARKER IS A STEEL ROD
 FM1091_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FM1091_ROD/PIPE-DEPTH: 3.0  meters
 FM1091
 FM1091  HISTORY     - Date     Condition        Report By
 FM1091  HISTORY     - 1984     MONUMENTED       NGS
 FM1091
 FM1091                          STATION DESCRIPTION
 FM1091
 FM1091'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FM1091'0.3 MI (0.5 KM) WEST ALONG AN ASPHALT ROAD FROM THE PUBLIC SCHOOL AT
 FM1091'AMISTAD, THENCE 3.8 MI (6.1 KM) SOUTH ALONG STATE HIGHWAY 18, 0.55 MI
 FM1091'(0.89 KM) NORTH OF THE JUNCTION OF STATE HIGHWAY 65, 180 FT (54.9 M)
 FM1091'SOUTHEAST FROM THE CENTER OF A CATTLE GUARD AND GATE IN THE WESTERN
 FM1091'RIGHT-OF-WAY FENCE, 51 FT (15.5 M) EAST FROM THE CENTERLINE OF STATE
 FM1091'HIGHWAY 18, AND 1 FT (0.3 M) WEST FROM THE EASTERN RIGHT-OF-WAY
 FM1091'FENCE, MARK IS 1.5 FT (0.5 M) SOUTH-SOUTHEAST OF A WITNESS POST, AND
 FM1091'FLUSH WITH THE GROUND.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH
 FM1091'A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0520 ***********************************************************************
 FM0520  DESIGNATION -  C 108
 FM0520  PID         -  FM0520
 FM0520  STATE/COUNTY-  NM/HARDING
 FM0520  USGS QUAD   -  ROSEBUD (1966)
 FM0520
 FM0520                         *CURRENT SURVEY CONTROL
 FM0520  ___________________________________________________________________
 FM0520* NAD 83(1986)-  35 50 28.     (N)    103 28 53.     (W)     SCALED    
 FM0520* NAVD 88     -      1451.524  (meters)    4762.21   (feet)  ADJUSTED  
 FM0520  ___________________________________________________________________
 FM0520  GEOID HEIGHT-         -21.63  (meters)                     GEOID03
 FM0520  DYNAMIC HT  -        1449.786 (meters)    4756.51  (feet)  COMP
 FM0520  MODELED GRAV-     979,384.2   (mgal)                       NAVD 88
 FM0520
 FM0520  VERT ORDER  -  SECOND    CLASS 0
 FM0520
 FM0520.The horizontal coordinates were scaled from a topographic map and have
 FM0520.an estimated accuracy of +/- 6 seconds.
 FM0520
 FM0520.The orthometric height was determined by differential leveling
 FM0520.and adjusted by the National Geodetic Survey in June 1991..
 FM0520
 FM0520.The geoid height was determined by GEOID03.
 FM0520
 FM0520.The dynamic height is computed by dividing the NAVD 88
 FM0520.geopotential number by the normal gravity value computed on the
 FM0520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0520.degrees latitude (g = 980.6199 gals.).
 FM0520
 FM0520.The modeled gravity was interpolated from observed gravity values.
 FM0520
 FM0520;                    North         East    Units  Estimated Accuracy
 FM0520;SPC NM E     -   537,230.      241,960.      MT  (+/- 180 meters Scaled)
 FM0520
 FM0520                          SUPERSEDED SURVEY CONTROL
 FM0520
 FM0520  NGVD 29 (??/??/92) 1450.863  (m)         4760.04   (f) ADJ UNCH    2 0
 FM0520
 FM0520.Superseded values are not recommended for survey control.
 FM0520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0520.See file dsdata.txt to determine how the superseded data were derived.
 FM0520
 FM0520_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFV371673(NAD 83)
 FM0520_MARKER: DB = BENCH MARK DISK
 FM0520_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0520_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0520_STAMPING: C-108 1934
 FM0520_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0520+STABILITY: SURFACE MOTION
 FM0520
 FM0520  HISTORY     - Date     Condition        Report By
 FM0520  HISTORY     - 1934     MONUMENTED       CGS
 FM0520  HISTORY     - 1955     MARK NOT FOUND   NGS
 FM0520
 FM0520                          STATION DESCRIPTION
 FM0520
 FM0520'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FM0520'2.1 MI W FROM ROSEBUD.
 FM0520'2.1 MILES WEST OF SCHOOL BUILDING AT ROSEBUD 45 FEET WEST OF
 FM0520'CENTERLINE OF NORTH AND SOUTH SECTION LINE ROAD.  1 FOOT SOUTH OF
 FM0520'FENCE LINE.  54 FEET NORTH OF CENTERLINE OF STATE HIGHWAY 65.
 FM0520
 FM0520                          STATION RECOVERY (1955)
 FM0520
 FM0520'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 FM0520'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0003 ***********************************************************************
 EP0003  DESIGNATION -  C 109
 EP0003  PID         -  EP0003
 EP0003  STATE/COUNTY-  NM/GUADALUPE
 EP0003  USGS QUAD   -  GIBBONS RANCH (1982)
 EP0003
 EP0003                         *CURRENT SURVEY CONTROL
 EP0003  ___________________________________________________________________
 EP0003* NAD 83(1986)-  34 42 27.     (N)    104 26 36.     (W)     SCALED    
 EP0003* NAVD 88     -      1381.503  (meters)    4532.48   (feet)  ADJUSTED  
 EP0003  ___________________________________________________________________
 EP0003  GEOID HEIGHT-         -23.14  (meters)                     GEOID03
 EP0003  DYNAMIC HT  -        1379.668 (meters)    4526.46  (feet)  COMP
 EP0003  MODELED GRAV-     979,258.6   (mgal)                       NAVD 88
 EP0003
 EP0003  VERT ORDER  -  SECOND    CLASS 0
 EP0003
 EP0003.The horizontal coordinates were scaled from a topographic map and have
 EP0003.an estimated accuracy of +/- 6 seconds.
 EP0003
 EP0003.The orthometric height was determined by differential leveling
 EP0003.and adjusted by the National Geodetic Survey in June 1991..
 EP0003
 EP0003.The geoid height was determined by GEOID03.
 EP0003
 EP0003.The dynamic height is computed by dividing the NAVD 88
 EP0003.geopotential number by the normal gravity value computed on the
 EP0003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EP0003.degrees latitude (g = 980.6199 gals.).
 EP0003
 EP0003.The modeled gravity was interpolated from observed gravity values.
 EP0003
 EP0003;                    North         East    Units  Estimated Accuracy
 EP0003;SPC NM E     -   411,140.      154,920.      MT  (+/- 180 meters Scaled)
 EP0003
 EP0003                          SUPERSEDED SURVEY CONTROL
 EP0003
 EP0003  NGVD 29 (??/??/92) 1380.843  (m)         4530.32   (f) ADJ UNCH    2 0
 EP0003
 EP0003.Superseded values are not recommended for survey control.
 EP0003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EP0003.See file dsdata.txt to determine how the superseded data were derived.
 EP0003
 EP0003_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEU509407(NAD 83)
 EP0003_MARKER: DB = BENCH MARK DISK
 EP0003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EP0003_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EP0003_STAMPING: C-109 1934
 EP0003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EP0003+STABILITY: SURFACE MOTION
 EP0003
 EP0003  HISTORY     - Date     Condition        Report By
 EP0003  HISTORY     - 1934     MONUMENTED       CGS
 EP0003  HISTORY     - 1943     GOOD             NGS
 EP0003
 EP0003                          STATION DESCRIPTION
 EP0003
 EP0003'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EP0003'21.5 MI NW FROM FORT SUMNER.
 EP0003'21.5 MILES NORTHWEST A T AND S F RR DEPOT AT FORT SUMNER 89 FEET SOUTH
 EP0003'OF SMALL CEDAR TREE.  AT CENTER OF LONG S CURVE IN HIGHWAY 63 FEET
 EP0003'NORTHEAST OF CENTERLINE OF STATE HIGHWAY 20.  NOTE-- ALONG ABANDONED
 EP0003'HWY NO. 84.
 EP0003
 EP0003                          STATION RECOVERY (1943)
 EP0003
 EP0003'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1943
 EP0003'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0138 ***********************************************************************
 CW0138  DESIGNATION -  C 11
 CW0138  PID         -  CW0138
 CW0138  STATE/COUNTY-  NM/EDDY
 CW0138  USGS QUAD   -  CARLSBAD EAST (1985)
 CW0138
 CW0138                         *CURRENT SURVEY CONTROL
 CW0138  ___________________________________________________________________
 CW0138* NAD 83(1986)-  32 23 27.     (N)    104 13 05.     (W)     SCALED    
 CW0138* NAVD 88     -       952.840  (meters)    3126.11   (feet)  ADJUSTED  
 CW0138  ___________________________________________________________________
 CW0138  GEOID HEIGHT-         -24.35  (meters)                     GEOID03
 CW0138  DYNAMIC HT  -         951.485 (meters)    3121.66  (feet)  COMP
 CW0138  MODELED GRAV-     979,185.1   (mgal)                       NAVD 88
 CW0138
 CW0138  VERT ORDER  -  FIRST     CLASS II
 CW0138
 CW0138.The horizontal coordinates were scaled from a topographic map and have
 CW0138.an estimated accuracy of +/- 6 seconds.
 CW0138
 CW0138.The orthometric height was determined by differential leveling
 CW0138.and adjusted by the National Geodetic Survey in June 1991..
 CW0138
 CW0138.The geoid height was determined by GEOID03.
 CW0138
 CW0138.The dynamic height is computed by dividing the NAVD 88
 CW0138.geopotential number by the normal gravity value computed on the
 CW0138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0138.degrees latitude (g = 980.6199 gals.).
 CW0138
 CW0138.The modeled gravity was interpolated from observed gravity values.
 CW0138
 CW0138;                    North         East    Units  Estimated Accuracy
 CW0138;SPC NM E     -   154,210.      175,850.      MT  (+/- 180 meters Scaled)
 CW0138
 CW0138                          SUPERSEDED SURVEY CONTROL
 CW0138
 CW0138  NGVD 29 (??/??/92)  952.375  (m)         3124.58   (f) ADJ UNCH    1 2
 CW0138
 CW0138.Superseded values are not recommended for survey control.
 CW0138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0138.See file dsdata.txt to determine how the superseded data were derived.
 CW0138
 CW0138_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SER735840(NAD 83)
 CW0138_MARKER: DB = BENCH MARK DISK
 CW0138_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CW0138_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CW0138_STAMPING: 3124.584 C 11 1916
 CW0138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CW0138+STABILITY: SURFACE MOTION
 CW0138
 CW0138  HISTORY     - Date     Condition        Report By
 CW0138  HISTORY     - 1916     MONUMENTED       CGS
 CW0138  HISTORY     - 1945     MARK NOT FOUND   LOCSUR
 CW0138
 CW0138                          STATION DESCRIPTION
 CW0138
 CW0138'DESCRIBED BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1945
 CW0138'2 MI S FROM CARLSBAD.
 CW0138'ABOUT 2 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 CW0138'FROM THE STATION AT CARLSBAD, EDDY COUNTY, AT MILEPOST 185, ABOUT 155
 CW0138'FEET WEST OF A LARGE STOREHOUSE, AND 49.5 FEET SOUTHWEST OF THE
 CW0138'CENTERLINE OF THE MAIN TRACK.  A STANDARD DISK, STAMPED 3124.584 C 11
 CW0138'1916 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0481 ***********************************************************************
 EO0481  DESIGNATION -  C 110
 EO0481  PID         -  EO0481
 EO0481  STATE/COUNTY-  NM/QUAY
 EO0481  USGS QUAD   -  RAGLAND (1987)
 EO0481
 EO0481                         *CURRENT SURVEY CONTROL
 EO0481  ___________________________________________________________________
 EO0481* NAD 83(1986)-  34 49 23.     (N)    103 42 40.     (W)     SCALED    
 EO0481* NAVD 88     -      1489.932  (meters)    4888.22   (feet)  ADJUSTED  
 EO0481  ___________________________________________________________________
 EO0481  GEOID HEIGHT-         -23.43  (meters)                     GEOID03
 EO0481  DYNAMIC HT  -        1487.961 (meters)    4881.75  (feet)  COMP
 EO0481  MODELED GRAV-     979,259.9   (mgal)                       NAVD 88
 EO0481
 EO0481  VERT ORDER  -  SECOND    CLASS 0
 EO0481
 EO0481.The horizontal coordinates were scaled from a topographic map and have
 EO0481.an estimated accuracy of +/- 6 seconds.
 EO0481
 EO0481.The orthometric height was determined by differential leveling
 EO0481.and adjusted by the National Geodetic Survey in June 1991..
 EO0481
 EO0481.The geoid height was determined by GEOID03.
 EO0481
 EO0481.The dynamic height is computed by dividing the NAVD 88
 EO0481.geopotential number by the normal gravity value computed on the
 EO0481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0481.degrees latitude (g = 980.6199 gals.).
 EO0481
 EO0481.The modeled gravity was interpolated from observed gravity values.
 EO0481
 EO0481;                    North         East    Units  Estimated Accuracy
 EO0481;SPC NM E     -   424,130.      221,920.      MT  (+/- 180 meters Scaled)
 EO0481
 EO0481                          SUPERSEDED SURVEY CONTROL
 EO0481
 EO0481  NGVD 29 (??/??/92) 1489.248  (m)         4885.97   (f) ADJ UNCH    2 0
 EO0481
 EO0481.Superseded values are not recommended for survey control.
 EO0481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0481.See file dsdata.txt to determine how the superseded data were derived.
 EO0481
 EO0481_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFU178541(NAD 83)
 EO0481_MARKER: DB = BENCH MARK DISK
 EO0481_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EO0481_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EO0481_STAMPING: C-110 1934
 EO0481_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EO0481+STABILITY: SURFACE MOTION
 EO0481
 EO0481  HISTORY     - Date     Condition        Report By
 EO0481  HISTORY     - 1934     MONUMENTED       CGS
 EO0481  HISTORY     - 1951     MARK NOT FOUND   LOCSUR
 EO0481
 EO0481                          STATION DESCRIPTION
 EO0481
 EO0481'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EO0481'1.8 MI E FROM RAGLAND.
 EO0481'1.8 MILES EAST OF RAGLAND 0.2 MILE EAST OF LARGE BROWN FARM HOUSE ON
 EO0481'NORTH SIDE OF HIGHWAY.  2 FEET NORTH OF FENCE LINE.  43 FEET SOUTH OF
 EO0481'CENTERLINE OF STATE HIGHWAYS 18.
 EO0481
 EO0481                          STATION RECOVERY (1951)
 EO0481
 EO0481'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1951
 EO0481'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0260 ***********************************************************************
 EO0260  DESIGNATION -  C 111
 EO0260  PID         -  EO0260
 EO0260  STATE/COUNTY-  NM/CURRY
 EO0260  USGS QUAD   -  NED HOUK PARK (1985)
 EO0260
 EO0260                         *CURRENT SURVEY CONTROL
 EO0260  ___________________________________________________________________
 EO0260* NAD 83(1986)-  34 37 05.     (N)    103 12 49.     (W)     SCALED    
 EO0260* NAVD 88     -      1379.066  (meters)    4524.49   (feet)  ADJUSTED  
 EO0260  ___________________________________________________________________
 EO0260  GEOID HEIGHT-         -23.80  (meters)                     GEOID03
 EO0260  DYNAMIC HT  -        1377.258 (meters)    4518.55  (feet)  COMP
 EO0260  MODELED GRAV-     979,275.9   (mgal)                       NAVD 88
 EO0260
 EO0260  VERT ORDER  -  SECOND    CLASS 0
 EO0260
 EO0260.The horizontal coordinates were scaled from a topographic map and have
 EO0260.an estimated accuracy of +/- 6 seconds.
 EO0260
 EO0260.The orthometric height was determined by differential leveling
 EO0260.and adjusted by the National Geodetic Survey in June 1991..
 EO0260
 EO0260.The geoid height was determined by GEOID03.
 EO0260
 EO0260.The dynamic height is computed by dividing the NAVD 88
 EO0260.geopotential number by the normal gravity value computed on the
 EO0260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0260.degrees latitude (g = 980.6199 gals.).
 EO0260
 EO0260.The modeled gravity was interpolated from observed gravity values.
 EO0260
 EO0260;                    North         East    Units  Estimated Accuracy
 EO0260;SPC NM E     -   401,780.      267,680.      MT  (+/- 180 meters Scaled)
 EO0260
 EO0260                          SUPERSEDED SURVEY CONTROL
 EO0260
 EO0260  NGVD 29 (??/??/92) 1378.426  (m)         4522.39   (f) ADJ UNCH    2 0
 EO0260
 EO0260.Superseded values are not recommended for survey control.
 EO0260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0260.See file dsdata.txt to determine how the superseded data were derived.
 EO0260
 EO0260_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFU637321(NAD 83)
 EO0260_MARKER: DB = BENCH MARK DISK
 EO0260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EO0260_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EO0260_STAMPING: C 111 1934
 EO0260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EO0260+STABILITY: SURFACE MOTION
 EO0260
 EO0260  HISTORY     - Date     Condition        Report By
 EO0260  HISTORY     - 1934     MONUMENTED       CGS
 EO0260  HISTORY     - 1956     GOOD             USGS
 EO0260
 EO0260                          STATION DESCRIPTION
 EO0260
 EO0260'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EO0260'13.9 MI S FROM BROADVIEW.
 EO0260'13.9 MILES SOUTH OF POST OFFICE AT BROADVIEW 42 FEET SOUTH OF EAST AND
 EO0260'WEST SECTION LINE ROAD.  2 FEET NORTHEAST OF FENCE CORNER.  45 FEET
 EO0260'WEST OF CENTERLINE OF STATE HIGHWAY 18.  NOTE-- E-W SECTION LINE RD
 EO0260'GONE, BM IS 40 FT. W OF THE CENTERLINE OF STATE HWY NO. 18, 2 FT. E OF
 EO0260'THE R.O.W. FENCE, 4 FT. NE OF A POWER LINE GUY POLE.
 EO0260
 EO0260                          STATION RECOVERY (1956)
 EO0260
 EO0260'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 EO0260'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0673 ***********************************************************************
 FM0673  DESIGNATION -  C 112
 FM0673  PID         -  FM0673
 FM0673  STATE/COUNTY-  NM/QUAY
 FM0673  USGS QUAD   -  LESBIA (1968)
 FM0673
 FM0673                         *CURRENT SURVEY CONTROL
 FM0673  ___________________________________________________________________
 FM0673* NAD 83(1986)-  35 09 43.     (N)    103 34 36.     (W)     SCALED    
 FM0673* NAVD 88     -      1217.184  (meters)    3993.38   (feet)  ADJUSTED  
 FM0673  ___________________________________________________________________
 FM0673  GEOID HEIGHT-         -23.41  (meters)                     GEOID03
 FM0673  DYNAMIC HT  -        1215.671 (meters)    3988.41  (feet)  COMP
 FM0673  MODELED GRAV-     979,349.4   (mgal)                       NAVD 88
 FM0673
 FM0673  VERT ORDER  -  SECOND    CLASS 0
 FM0673
 FM0673.The horizontal coordinates were scaled from a topographic map and have
 FM0673.an estimated accuracy of +/- 6 seconds.
 FM0673
 FM0673.The orthometric height was determined by differential leveling
 FM0673.and adjusted by the National Geodetic Survey in June 1991..
 FM0673
 FM0673.The geoid height was determined by GEOID03.
 FM0673
 FM0673.The dynamic height is computed by dividing the NAVD 88
 FM0673.geopotential number by the normal gravity value computed on the
 FM0673.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0673.degrees latitude (g = 980.6199 gals.).
 FM0673
 FM0673.The modeled gravity was interpolated from observed gravity values.
 FM0673
 FM0673;                    North         East    Units  Estimated Accuracy
 FM0673;SPC NM E     -   461,810.      233,930.      MT  (+/- 180 meters Scaled)
 FM0673
 FM0673                          SUPERSEDED SURVEY CONTROL
 FM0673
 FM0673  NGVD 29 (??/??/92) 1216.587  (m)         3991.42   (f) ADJ UNCH    2 0
 FM0673
 FM0673.Superseded values are not recommended for survey control.
 FM0673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0673.See file dsdata.txt to determine how the superseded data were derived.
 FM0673
 FM0673_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFU296919(NAD 83)
 FM0673_MARKER: DB = BENCH MARK DISK
 FM0673_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0673_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0673_STAMPING: C-112 1934
 FM0673_PROJECTION: FLUSH
 FM0673_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0673+STABILITY: SURFACE MOTION
 FM0673
 FM0673  HISTORY     - Date     Condition        Report By
 FM0673  HISTORY     - 1934     MONUMENTED       CGS
 FM0673  HISTORY     - 1945     GOOD             NGS
 FM0673  HISTORY     - 19990202 MARK NOT FOUND   NGS
 FM0673
 FM0673                          STATION DESCRIPTION
 FM0673
 FM0673'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FM0673'9.4 MI E FROM TUCUMCARI.
 FM0673'9.4 MILES EAST OF COURTHOUSE AT TUCUMCARI 21 FEET WEST OF MILE POST
 FM0673'865.  386 FEET EAST OF LESBIA ROCK ISLAND RAILROAD DEPOT.  2 FEET
 FM0673'SOUTH OF RIGHT-OF-WAY FENCE LINE.  48 FEET NORTH OF CENTERLINE OF
 FM0673'TRACK.
 FM0673
 FM0673                          STATION RECOVERY (1945)
 FM0673
 FM0673'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1945
 FM0673'RECOVERED IN GOOD CONDITION.
 FM0673
 FM0673                          STATION RECOVERY (1999)
 FM0673
 FM0673'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 FM0673'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0161 ***********************************************************************
 EP0161  DESIGNATION -  C 12
 EP0161  PID         -  EP0161
 EP0161  STATE/COUNTY-  NM/GUADALUPE
 EP0161  USGS QUAD   -  PASTURA (1978)
 EP0161
 EP0161                         *CURRENT SURVEY CONTROL
 EP0161  ___________________________________________________________________
 EP0161* NAD 83(1986)-  34 46 11.     (N)    104 58 24.     (W)     SCALED    
 EP0161* NAVD 88     -      1633.081  (meters)    5357.87   (feet)  ADJUSTED  
 EP0161  ___________________________________________________________________
 EP0161  GEOID HEIGHT-         -21.46  (meters)                     GEOID03
 EP0161  DYNAMIC HT  -        1630.856 (meters)    5350.57  (feet)  COMP
 EP0161  MODELED GRAV-     979,214.2   (mgal)                       NAVD 88
 EP0161
 EP0161  VERT ORDER  -  FIRST     CLASS II
 EP0161
 EP0161.The horizontal coordinates were scaled from a topographic map and have
 EP0161.an estimated accuracy of +/- 6 seconds.
 EP0161
 EP0161.The orthometric height was determined by differential leveling
 EP0161.and adjusted by the National Geodetic Survey in June 1991..
 EP0161
 EP0161.The geoid height was determined by GEOID03.
 EP0161
 EP0161.The dynamic height is computed by dividing the NAVD 88
 EP0161.geopotential number by the normal gravity value computed on the
 EP0161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EP0161.degrees latitude (g = 980.6199 gals.).
 EP0161
 EP0161.The modeled gravity was interpolated from observed gravity values.
 EP0161
 EP0161;                    North         East    Units  Estimated Accuracy
 EP0161;SPC NM E     -   418,220.      106,420.      MT  (+/- 180 meters Scaled)
 EP0161
 EP0161                          SUPERSEDED SURVEY CONTROL
 EP0161
 EP0161  NGVD 29 (??/??/92) 1632.349  (m)         5355.47   (f) ADJ UNCH    1 2
 EP0161
 EP0161.Superseded values are not recommended for survey control.
 EP0161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EP0161.See file dsdata.txt to determine how the superseded data were derived.
 EP0161
 EP0161_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEU024475(NAD 83)
 EP0161_MARKER: DB = BENCH MARK DISK
 EP0161_SETTING: 66 = SET IN ROCK OUTCROP
 EP0161_SP_SET: ROCK LEDGE
 EP0161_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EP0161+STABILITY: POSITION/ELEVATION WELL
 EP0161
 EP0161  HISTORY     - Date     Condition        Report By
 EP0161  HISTORY     - UNK      MONUMENTED       CGS
 EP0161  HISTORY     - 1927     GOOD             NGS
 EP0161  HISTORY     - 1966     GOOD             NGS
 EP0161
 EP0161                          STATION DESCRIPTION
 EP0161
 EP0161'DESCRIBED BY NATIONAL GEODETIC SURVEY 1927
 EP0161'1.5 MI SW FROM PASTURA.
 EP0161'12.5 FT. EAST OF CENTER LINE OF S. P. RY. TRACKS, 50 YARDS NORTH OF
 EP0161'SOUTH END OF A ROCK CUT, 25 FT. S OF THE 9TH POLE N OF MP NO. 1545.
 EP0161
 EP0161                          STATION RECOVERY (1966)
 EP0161
 EP0161'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 EP0161'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0485 ***********************************************************************
 EQ0485  DESIGNATION -  C 122
 EQ0485  PID         -  EQ0485
 EQ0485  STATE/COUNTY-  NM/SOCORRO
 EQ0485  USGS QUAD   -  ARROWHEAD WELL (1995)
 EQ0485
 EQ0485                         *CURRENT SURVEY CONTROL
 EQ0485  ___________________________________________________________________
 EQ0485* NAD 83(1986)-  34 00 10.     (N)    107 37 18.     (W)     SCALED    
 EQ0485* NAVD 88     -      2228.651  (meters)    7311.83   (feet)  ADJUSTED  
 EQ0485  ___________________________________________________________________
 EQ0485  GEOID HEIGHT-         -21.71  (meters)                     GEOID03
 EQ0485  DYNAMIC HT  -        2225.117 (meters)    7300.24  (feet)  COMP
 EQ0485  MODELED GRAV-     978,970.7   (mgal)                       NAVD 88
 EQ0485
 EQ0485  VERT ORDER  -  FIRST     CLASS I
 EQ0485
 EQ0485.The horizontal coordinates were scaled from a topographic map and have
 EQ0485.an estimated accuracy of +/- 6 seconds.
 EQ0485
 EQ0485.The orthometric height was determined by differential leveling
 EQ0485.and adjusted by the National Geodetic Survey in June 1991..
 EQ0485
 EQ0485.The geoid height was determined by GEOID03.
 EQ0485
 EQ0485.The dynamic height is computed by dividing the NAVD 88
 EQ0485.geopotential number by the normal gravity value computed on the
 EQ0485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0485.degrees latitude (g = 980.6199 gals.).
 EQ0485
 EQ0485.The modeled gravity was interpolated from observed gravity values.
 EQ0485
 EQ0485;                    North         East    Units  Estimated Accuracy
 EQ0485;SPC NM C     -   333,810.      373,290.      MT  (+/- 180 meters Scaled)
 EQ0485
 EQ0485                          SUPERSEDED SURVEY CONTROL
 EQ0485
 EQ0485  NGVD 29 (??/??/92) 2227.667  (m)         7308.60   (f) ADJ UNCH    1 1
 EQ0485
 EQ0485.Superseded values are not recommended for survey control.
 EQ0485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0485.See file dsdata.txt to determine how the superseded data were derived.
 EQ0485
 EQ0485_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBT578655(NAD 83)
 EQ0485_MARKER: DB = BENCH MARK DISK
 EQ0485_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EQ0485_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EQ0485_STAMPING: C-122 1934
 EQ0485_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EQ0485+STABILITY: SURFACE MOTION
 EQ0485
 EQ0485  HISTORY     - Date     Condition        Report By
 EQ0485  HISTORY     - 1934     MONUMENTED       CGS
 EQ0485  HISTORY     - 1978     GOOD             NGS
 EQ0485
 EQ0485                          STATION DESCRIPTION
 EQ0485
 EQ0485'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EQ0485'15.1 MI E FROM DATIL.
 EQ0485'15.1 MI. E. ALONG U.S. NO. 60, AND 4.8 MI. S. ON ROAD TO BEAVERHEAD
 EQ0485'ABOUT 130 YDS. S. OF A DIP IN THE ROAD, AND 35 FT. W. OF THE CENTER
 EQ0485'LINE OF ROAD ON TOP OF A SMALL RISE.
 EQ0485
 EQ0485                          STATION RECOVERY (1978)
 EQ0485
 EQ0485'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EQ0485'15.1 MILES EAST ALONG U.S. HIGHWAY 60 FROM THE STATE WEIGHT STATION
 EQ0485'IN DATIL, AND THENCE 6.9 MILES SOUTH ALONG STATE HIGHWAY 78, 130
 EQ0485'YARDS SOUTH OF A DIP IN THE HIGHWAY AND AT THE TOP OF A SMALL RISE, 35
 EQ0485'FEET WEST OF THE CENTERLINE OF THE HIGHWAY.  CONCRETE POST WAS
 EQ0485'PAINTED WHITE FOR BETTER SIGHTING.  NOTE=THE ORIGINAL MILEAGE WAS
 EQ0485'2.6 MILES SOUTH OF BENCH MARK C 122, THIS SHOULD BE PUT IN
 EQ0485'DESCRIPTION FOR RECOVERY IN LATER DATE (FOR REST OF LINE).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0055 ***********************************************************************
 DT0055  DESIGNATION -  C 123
 DT0055  PID         -  DT0055
 DT0055  STATE/COUNTY-  NM/CATRON
 DT0055  USGS QUAD   -  BLACK MOUNTAIN (1967)
 DT0055
 DT0055                         *CURRENT SURVEY CONTROL
 DT0055  ___________________________________________________________________
 DT0055* NAD 83(1986)-  33 29 39.     (N)    108 08 33.     (W)     SCALED    
 DT0055* NAVD 88     -      2097.428  (meters)    6881.31   (feet)  ADJUSTED  
 DT0055  ___________________________________________________________________
 DT0055  GEOID HEIGHT-         -22.36  (meters)                     GEOID03
 DT0055  DYNAMIC HT  -        2094.075 (meters)    6870.31  (feet)  COMP
 DT0055  MODELED GRAV-     978,963.2   (mgal)                       NAVD 88
 DT0055
 DT0055  VERT ORDER  -  SECOND    CLASS 0
 DT0055
 DT0055.The horizontal coordinates were scaled from a topographic map and have
 DT0055.an estimated accuracy of +/- 6 seconds.
 DT0055
 DT0055.The orthometric height was determined by differential leveling
 DT0055.and adjusted by the National Geodetic Survey in June 1991..
 DT0055
 DT0055.The geoid height was determined by GEOID03.
 DT0055
 DT0055.The dynamic height is computed by dividing the NAVD 88
 DT0055.geopotential number by the normal gravity value computed on the
 DT0055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0055.degrees latitude (g = 980.6199 gals.).
 DT0055
 DT0055.The modeled gravity was interpolated from observed gravity values.
 DT0055
 DT0055;                    North         East    Units  Estimated Accuracy
 DT0055;SPC NM W     -   276,600.      801,270.      MT  (+/- 180 meters Scaled)
 DT0055
 DT0055                          SUPERSEDED SURVEY CONTROL
 DT0055
 DT0055  NGVD 29 (??/??/92) 2096.500  (m)         6878.27   (f) ADJ UNCH    2 0
 DT0055
 DT0055.Superseded values are not recommended for survey control.
 DT0055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0055.See file dsdata.txt to determine how the superseded data were derived.
 DT0055
 DT0055_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYC654097(NAD 83)
 DT0055_MARKER: DB = BENCH MARK DISK
 DT0055_SETTING: 80 = SET IN A BOULDER
 DT0055_SP_SET: BOULDER
 DT0055_STAMPING: C-123 1934
 DT0055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DT0055+STABILITY: SURFACE MOTION
 DT0055
 DT0055  HISTORY     - Date     Condition        Report By
 DT0055  HISTORY     - 1934     MONUMENTED       CGS
 DT0055  HISTORY     - 1941     GOOD             NGS
 DT0055
 DT0055                          STATION DESCRIPTION
 DT0055
 DT0055'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DT0055'4.0 MI N FROM BEAVERHEAD RANGER STA.
 DT0055'4.0 MI. N. ALONG U.S. ROAD TO MAGADALENA.  ABOUT 0.3 MI. S.E. OF WHERE
 DT0055'ROAD ENTERS CANYON, 30 FT. W. OF THE CENTER LINE OF ROAD NEAR A ROCKY
 DT0055'POINT THAT ROAD CURVES AROUND, AND SET IN A LARGE BOULDER, ABOUT 4 FT.
 DT0055'ABOVE ROAD BED.
 DT0055
 DT0055                          STATION RECOVERY (1941)
 DT0055
 DT0055'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1941
 DT0055'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1189 ***********************************************************************
 CX1189  DESIGNATION -  C 125
 CX1189  PID         -  CX1189
 CX1189  STATE/COUNTY-  NM/LUNA
 CX1189  USGS QUAD   -  TAYLOR MOUNTAIN (1985)
 CX1189
 CX1189                         *CURRENT SURVEY CONTROL
 CX1189  ___________________________________________________________________
 CX1189* NAD 83(1986)-  32 32 04.     (N)    107 52 55.     (W)     SCALED    
 CX1189* NAVD 88     -      1528.072  (meters)    5013.35   (feet)  POSTED    
 CX1189  ___________________________________________________________________
 CX1189  GEOID HEIGHT-         -23.98  (meters)                     GEOID03
 CX1189  DYNAMIC HT  -        1525.740 (meters)    5005.70  (feet)  COMP
 CX1189  MODELED GRAV-     979,060.9   (mgal)                       NAVD 88
 CX1189
 CX1189  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 CX1189
 CX1189.The horizontal coordinates were scaled from a topographic map and have
 CX1189.an estimated accuracy of +/- 6 seconds.
 CX1189
 CX1189.The orthometric height was determined by differential leveling
 CX1189.and adjusted by the National Geodetic Survey in 1992..
 CX1189.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 CX1189.rate of 2.1 thru 3.0 mm/km.
 CX1189
 CX1189.The geoid height was determined by GEOID03.
 CX1189
 CX1189.The dynamic height is computed by dividing the NAVD 88
 CX1189.geopotential number by the normal gravity value computed on the
 CX1189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX1189.degrees latitude (g = 980.6199 gals.).
 CX1189
 CX1189.The modeled gravity was interpolated from observed gravity values.
 CX1189
 CX1189;                    North         East    Units  Estimated Accuracy
 CX1189;SPC NM W     -   170,130.      825,430.      MT  (+/- 180 meters Scaled)
 CX1189
 CX1189                          SUPERSEDED SURVEY CONTROL
 CX1189
 CX1189  NGVD 29 (??/??/92) 1527.277  (m)         5010.74   (f) ADJ UNCH    2 0
 CX1189
 CX1189.Superseded values are not recommended for survey control.
 CX1189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1189.See file dsdata.txt to determine how the superseded data were derived.
 CX1189
 CX1189_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBS293033(NAD 83)
 CX1189_MARKER: DB = BENCH MARK DISK
 CX1189_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX1189_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CX1189_STAMPING: C 125 1934
 CX1189_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX1189+STABILITY: SURFACE MOTION
 CX1189
 CX1189  HISTORY     - Date     Condition        Report By
 CX1189  HISTORY     - 1934     MONUMENTED       CGS
 CX1189  HISTORY     - 1953     GOOD             NGS
 CX1189
 CX1189                          STATION DESCRIPTION
 CX1189
 CX1189'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CX1189'10.85 MI S FROM DWYER.
 CX1189'10.85 MILES SOUTH ALONG NEW MEXICO STATE HIGHWAY 61 FROM THE GRADE
 CX1189'SCHOOL AT DWYER, 21 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 3.0
 CX1189'FEET NORTH OF A WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN
 CX1189'THE TOP OF A CONCRETE POST PROJECTING 0.8 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0068 ***********************************************************************
 CY0068  DESIGNATION -  C 126
 CY0068  PID         -  CY0068
 CY0068  STATE/COUNTY-  NM/GRANT
 CY0068  USGS QUAD   -  TYRONE (1992)
 CY0068
 CY0068                         *CURRENT SURVEY CONTROL
 CY0068  ___________________________________________________________________
 CY0068* NAD 83(1986)-  32 37 50.     (N)    108 20 41.     (W)     SCALED    
 CY0068* NAVD 88     -      1812.17   (+/-2cm)    5945.4    (feet)  VERTCON   
 CY0068  ___________________________________________________________________
 CY0068  GEOID HEIGHT-         -24.22  (meters)                     GEOID03
 CY0068
 CY0068  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CY0068
 CY0068.The horizontal coordinates were scaled from a topographic map and have
 CY0068.an estimated accuracy of +/- 6 seconds.
 CY0068
 CY0068.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0068.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0068.The vertical order pertains to the NGVD 29 superseded value.
 CY0068
 CY0068.The geoid height was determined by GEOID03.
 CY0068
 CY0068;                    North         East    Units  Estimated Accuracy
 CY0068;SPC NM W     -   180,900.      782,020.      MT  (+/- 180 meters Scaled)
 CY0068
 CY0068                          SUPERSEDED SURVEY CONTROL
 CY0068
 CY0068  NGVD 29 (??/??/92) 1811.229  (m)         5942.34   (f) ADJ UNCH    2 0
 CY0068
 CY0068.Superseded values are not recommended for survey control.
 CY0068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0068.See file dsdata.txt to determine how the superseded data were derived.
 CY0068
 CY0068_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYB491134(NAD 83)
 CY0068_MARKER: DB = BENCH MARK DISK
 CY0068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0068_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0068_STAMPING: C 126 1934
 CY0068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0068+STABILITY: SURFACE MOTION
 CY0068
 CY0068  HISTORY     - Date     Condition        Report By
 CY0068  HISTORY     - 1934     MONUMENTED       CGS
 CY0068  HISTORY     - 1953     GOOD             NGS
 CY0068
 CY0068                          STATION DESCRIPTION
 CY0068
 CY0068'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CY0068'10.8 MI SW FROM SILVER CITY.
 CY0068'10.8 MILES SOUTHWEST ALONG STATE HIGHWAY 180 FROM THE COURTHOUSE AT
 CY0068'SILVER CITY, GRANT COUNTY, ABOUT 70 YARDS SOUTHWEST OF A LARGE WHITE
 CY0068'HOUSE (THE OAKS), ABOUT 119 FEET SOUTH OF THE SOUTHWEST CORNER OF A
 CY0068'CONCRETE BRIDGE, 78 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 28
 CY0068'FEET SOUTH OF THE CENTER OF A CATTLE GUARD ON A SIDE ROAD, AND 4 FEET
 CY0068'WEST OF A FENCE.  A STANDARD DISK, STAMPED C 126 1934 AND SET IN THE
 CY0068'TOP OF A CONCRETE POST.
 CY0068
 CY0068                          STATION RECOVERY (1953)
 CY0068
 CY0068'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 CY0068'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1145 ***********************************************************************
 CX1145  DESIGNATION -  C 127
 CX1145  PID         -  CX1145
 CX1145  STATE/COUNTY-  NM/GRANT
 CX1145  USGS QUAD   -  HILLSBORO PEAK (1985)
 CX1145
 CX1145                         *CURRENT SURVEY CONTROL
 CX1145  ___________________________________________________________________
 CX1145* NAD 83(1986)-  32 53 21.     (N)    107 51 05.     (W)     SCALED    
 CX1145* NAVD 88     -      2113.659  (meters)    6934.56   (feet)  ADJUSTED  
 CX1145  ___________________________________________________________________
 CX1145  GEOID HEIGHT-         -22.95  (meters)                     GEOID03
 CX1145  DYNAMIC HT  -        2110.206 (meters)    6923.23  (feet)  COMP
 CX1145  MODELED GRAV-     978,928.5   (mgal)                       NAVD 88
 CX1145
 CX1145  VERT ORDER  -  SECOND    CLASS 0
 CX1145
 CX1145.The horizontal coordinates were scaled from a topographic map and have
 CX1145.an estimated accuracy of +/- 6 seconds.
 CX1145
 CX1145.The orthometric height was determined by differential leveling
 CX1145.and adjusted by the National Geodetic Survey in June 1991..
 CX1145
 CX1145.The geoid height was determined by GEOID03.
 CX1145
 CX1145.The dynamic height is computed by dividing the NAVD 88
 CX1145.geopotential number by the normal gravity value computed on the
 CX1145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX1145.degrees latitude (g = 980.6199 gals.).
 CX1145
 CX1145.The modeled gravity was interpolated from observed gravity values.
 CX1145
 CX1145;                    North         East    Units  Estimated Accuracy
 CX1145;SPC NM W     -   209,470.      828,310.      MT  (+/- 180 meters Scaled)
 CX1145
 CX1145                          SUPERSEDED SURVEY CONTROL
 CX1145
 CX1145  NGVD 29 (??/??/92) 2112.718  (m)         6931.48   (f) ADJ UNCH    2 0
 CX1145
 CX1145.Superseded values are not recommended for survey control.
 CX1145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1145.See file dsdata.txt to determine how the superseded data were derived.
 CX1145
 CX1145_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBS332426(NAD 83)
 CX1145_MARKER: DB = BENCH MARK DISK
 CX1145_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX1145_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CX1145_STAMPING: C 127 1934
 CX1145_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX1145+STABILITY: SURFACE MOTION
 CX1145
 CX1145  HISTORY     - Date     Condition        Report By
 CX1145  HISTORY     - 1934     MONUMENTED       CGS
 CX1145  HISTORY     - 1953     GOOD             NGS
 CX1145  HISTORY     - 1979     POOR             USGS
 CX1145
 CX1145                          STATION DESCRIPTION
 CX1145
 CX1145'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CX1145'9.8 MI NE FROM SAN LORENZO.
 CX1145'1.4 MILES SOUTHEAST ALONG NEW MEXICO STATE HIGHWAY 180 FROM THE POST
 CX1145'OFFICE AT SAN LORENZO, THENCE 8.4 MILES NORTHEAST ALONG NEW MEXICO
 CX1145'STATE HIGHWAY 180, 0.6 MILE NORTHEAST OF NOONDAY CANYON, 0.4 MILE
 CX1145'NORTHEAST OF A CATTLE GUARD, 44 FEET NORTH OF THE CENTER LINE OF THE
 CX1145'HIGHWAY, 14 FEET NORTHWEST OF THE CENTER LINE OF A DIM ROAD LEADING
 CX1145'UPHILL TO THE NORTHEAST, 0.8 FOOT NORTH OF A REFERENCE POST, AND SET
 CX1145'IN THE TOP OF A CONCRETE POST PROJECTING 0.8 FOOT ABOVE THE GROUND.
 CX1145
 CX1145                          STATION RECOVERY (1979)
 CX1145
 CX1145'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 CX1145'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0038 ***********************************************************************
 DT0038  DESIGNATION -  C 128
 DT0038  PID         -  DT0038
 DT0038  STATE/COUNTY-  NM/CATRON
 DT0038  USGS QUAD   -  O BAR O CANYON EAST (1981)
 DT0038
 DT0038                         *CURRENT SURVEY CONTROL
 DT0038  ___________________________________________________________________
 DT0038* NAD 83(1986)-  33 32 31.     (N)    108 14 20.     (W)     SCALED    
 DT0038* NAVD 88     -      2174.417  (meters)    7133.90   (feet)  ADJUSTED  
 DT0038  ___________________________________________________________________
 DT0038  GEOID HEIGHT-         -22.32  (meters)                     GEOID03
 DT0038  DYNAMIC HT  -        2170.910 (meters)    7122.39  (feet)  COMP
 DT0038  MODELED GRAV-     978,946.1   (mgal)                       NAVD 88
 DT0038
 DT0038  VERT ORDER  -  SECOND    CLASS 0
 DT0038
 DT0038.The horizontal coordinates were scaled from a topographic map and have
 DT0038.an estimated accuracy of +/- 6 seconds.
 DT0038
 DT0038.The orthometric height was determined by differential leveling
 DT0038.and adjusted by the National Geodetic Survey in June 1991..
 DT0038
 DT0038.The geoid height was determined by GEOID03.
 DT0038
 DT0038.The dynamic height is computed by dividing the NAVD 88
 DT0038.geopotential number by the normal gravity value computed on the
 DT0038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0038.degrees latitude (g = 980.6199 gals.).
 DT0038
 DT0038.The modeled gravity was interpolated from observed gravity values.
 DT0038
 DT0038;                    North         East    Units  Estimated Accuracy
 DT0038;SPC NM W     -   281,930.      792,340.      MT  (+/- 180 meters Scaled)
 DT0038
 DT0038                          SUPERSEDED SURVEY CONTROL
 DT0038
 DT0038  NGVD 29 (??/??/92) 2173.446  (m)         7130.71   (f) ADJ UNCH    2 0
 DT0038
 DT0038.Superseded values are not recommended for survey control.
 DT0038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0038.See file dsdata.txt to determine how the superseded data were derived.
 DT0038
 DT0038_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYC563147(NAD 83)
 DT0038_MARKER: DB = BENCH MARK DISK
 DT0038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DT0038_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DT0038_STAMPING: C-128 1934
 DT0038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DT0038+STABILITY: SURFACE MOTION
 DT0038
 DT0038  HISTORY     - Date     Condition        Report By
 DT0038  HISTORY     - 1934     MONUMENTED       CGS
 DT0038  HISTORY     - 1975     GOOD             USGS
 DT0038
 DT0038                          STATION DESCRIPTION
 DT0038
 DT0038'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DT0038'11.1 MI NW FROM BEAVERHEAD R STA.
 DT0038'11.1 MI. N. W. OF BEAVERHEAD RANGER STATION, ON RD TO MOGOLLON. ABOUT
 DT0038'150 YDS. N.E. OF FOREST SERVICE TEST PLOT, 25 FT. N. OF THE CENTERLINE
 DT0038'OF THE ROAD, AND SET IN A LARGE BOULDER, ABOUT 4 FT. ABOVE ROAD
 DT0038'SURFACE.
 DT0038
 DT0038                          STATION RECOVERY (1975)
 DT0038
 DT0038'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 DT0038'BEAVERHEAD RANGER STA. 7.1 MILES NORTHWEST OF ALONG STATE HWY. 61,
 DT0038'THENCE 2.7 MILES NORTHWEST ALONG A DIRT ROAD, THENCE 4.0 W. AT FOOT
 DT0038'OF BLUFF, 290 FT NORTH OF ROAD, IN LARGE BOULDER ABOUT 3 FT ABOVE
 DT0038'GROUND, STANDARD TABLET STAMPED C 128 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0278 ***********************************************************************
 CY0278  DESIGNATION -  C 129
 CY0278  PID         -  CY0278
 CY0278  STATE/COUNTY-  NM/HIDALGO
 CY0278  USGS QUAD   -  ROUND MOUNTAIN (1986)
 CY0278
 CY0278                         *CURRENT SURVEY CONTROL
 CY0278  ___________________________________________________________________
 CY0278* NAD 83(1986)-  32 32 59.     (N)    109 00 58.     (W)     SCALED    
 CY0278* NAVD 88     -      1226.99   (+/-2cm)    4025.5    (feet)  VERTCON   
 CY0278  ___________________________________________________________________
 CY0278  GEOID HEIGHT-         -26.05  (meters)                     GEOID03
 CY0278
 CY0278  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CY0278
 CY0278.The horizontal coordinates were scaled from a topographic map and have
 CY0278.an estimated accuracy of +/- 6 seconds.
 CY0278
 CY0278.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0278.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0278.The vertical order pertains to the NGVD 29 superseded value.
 CY0278
 CY0278.The geoid height was determined by GEOID03.
 CY0278
 CY0278;                    North         East    Units  Estimated Accuracy
 CY0278;SPC NM W     -   172,440.      718,910.      MT  (+/- 180 meters Scaled)
 CY0278
 CY0278                          SUPERSEDED SURVEY CONTROL
 CY0278
 CY0278  NGVD 29 (??/??/92) 1226.270  (m)         4023.19   (f) ADJ UNCH    2 0
 CY0278
 CY0278.Superseded values are not recommended for survey control.
 CY0278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0278.See file dsdata.txt to determine how the superseded data were derived.
 CY0278
 CY0278_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB862031(NAD 83)
 CY0278_MARKER: DB = BENCH MARK DISK
 CY0278_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0278_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0278_STAMPING: C 129 1934
 CY0278_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0278+STABILITY: SURFACE MOTION
 CY0278
 CY0278  HISTORY     - Date     Condition        Report By
 CY0278  HISTORY     - 1934     MONUMENTED       CGS
 CY0278  HISTORY     - 1953     GOOD             NGS
 CY0278
 CY0278                          STATION DESCRIPTION
 CY0278
 CY0278'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CY0278'24.9 MI NW FROM LORDSBURG.
 CY0278'24.9 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC RAILWAY FROM THE
 CY0278'STATION AT LORDSBURG, 3 POLES NORTHWEST OF MILEPOST 1171, 43.0 FEET
 CY0278'NORTHEAST OF THE NORTHEAST RAIL OF THE TRACK, 3.0 FEET SOUTHEAST OF A
 CY0278'WITNESS POST, ABOUT 3 FEET LOWER THAN THE TRACK, AND SET IN THE TOP OF
 CY0278'A CONCRETE POST PROJECTING 1.0 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0040 ***********************************************************************
 FN0040  DESIGNATION -  C 13
 FN0040  PID         -  FN0040
 FN0040  STATE/COUNTY-  NM/QUAY
 FN0040  USGS QUAD   -  MONTOYA (1964)
 FN0040
 FN0040                         *CURRENT SURVEY CONTROL
 FN0040  ___________________________________________________________________
 FN0040* NAD 83(1986)-  35 05 49.     (N)    104 03 50.     (W)     SCALED    
 FN0040* NAVD 88     -      1318.572  (meters)    4326.02   (feet)  ADJUSTED  
 FN0040  ___________________________________________________________________
 FN0040  GEOID HEIGHT-         -22.93  (meters)                     GEOID03
 FN0040  DYNAMIC HT  -        1316.894 (meters)    4320.51  (feet)  COMP
 FN0040  MODELED GRAV-     979,315.8   (mgal)                       NAVD 88
 FN0040
 FN0040  VERT ORDER  -  FIRST     CLASS II
 FN0040
 FN0040.The horizontal coordinates were scaled from a topographic map and have
 FN0040.an estimated accuracy of +/- 6 seconds.
 FN0040
 FN0040.The orthometric height was determined by differential leveling
 FN0040.and adjusted by the National Geodetic Survey in June 1991..
 FN0040
 FN0040.The geoid height was determined by GEOID03.
 FN0040
 FN0040.The dynamic height is computed by dividing the NAVD 88
 FN0040.geopotential number by the normal gravity value computed on the
 FN0040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FN0040.degrees latitude (g = 980.6199 gals.).
 FN0040
 FN0040.The modeled gravity was interpolated from observed gravity values.
 FN0040
 FN0040;                    North         East    Units  Estimated Accuracy
 FN0040;SPC NM E     -   454,370.      189,570.      MT  (+/- 180 meters Scaled)
 FN0040
 FN0040                          SUPERSEDED SURVEY CONTROL
 FN0040
 FN0040  NGVD 29 (??/??/92) 1317.939  (m)         4323.94   (f) ADJ UNCH    1 2
 FN0040
 FN0040.Superseded values are not recommended for survey control.
 FN0040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0040.See file dsdata.txt to determine how the superseded data were derived.
 FN0040
 FN0040_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEU853841(NAD 83)
 FN0040_MARKER: DB = BENCH MARK DISK
 FN0040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FN0040_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FN0040_STAMPING: 4323.938 C 13 1927
 FN0040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FN0040+STABILITY: SURFACE MOTION
 FN0040
 FN0040  HISTORY     - Date     Condition        Report By
 FN0040  HISTORY     - 1927     MONUMENTED       CGS
 FN0040  HISTORY     - 1964     MARK NOT FOUND   USGS
 FN0040
 FN0040                          STATION DESCRIPTION
 FN0040
 FN0040'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 FN0040'IN MONTOYA.
 FN0040'AT MONTOYA, QUAY COUNTY, ABOUT 190 FEET SOUTHWEST OF THE SOUTHERN
 FN0040'PACIFIC CO. RAILROAD STATION, AND 45 FEET NORTHWEST OF THE CENTER LINE
 FN0040'OF THE MAIN TRACK.  A STANDARD DISK, STAMPED 4323.938 C 13 1927 AND
 FN0040'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0921 ***********************************************************************
 DS0921  DESIGNATION -  C 130
 DS0921  PID         -  DS0921
 DS0921  STATE/COUNTY-  NM/SIERRA
 DS0921  USGS QUAD   -  IRON MOUNTAIN (1965)
 DS0921
 DS0921                         *CURRENT SURVEY CONTROL
 DS0921  ___________________________________________________________________
 DS0921* NAD 83(1986)-  33 28 10.     (N)    107 40 26.     (W)     SCALED    
 DS0921* NAVD 88     -      2106.351  (meters)    6910.59   (feet)  ADJUSTED  
 DS0921  ___________________________________________________________________
 DS0921  GEOID HEIGHT-         -22.34  (meters)                     GEOID03
 DS0921  DYNAMIC HT  -        2102.970 (meters)    6899.49  (feet)  COMP
 DS0921  MODELED GRAV-     978,956.6   (mgal)                       NAVD 88
 DS0921
 DS0921  VERT ORDER  -  SECOND    CLASS 0
 DS0921
 DS0921.The horizontal coordinates were scaled from a topographic map and have
 DS0921.an estimated accuracy of +/- 6 seconds.
 DS0921
 DS0921.The orthometric height was determined by differential leveling
 DS0921.and adjusted by the National Geodetic Survey in June 1991..
 DS0921
 DS0921.The geoid height was determined by GEOID03.
 DS0921
 DS0921.The dynamic height is computed by dividing the NAVD 88
 DS0921.geopotential number by the normal gravity value computed on the
 DS0921.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0921.degrees latitude (g = 980.6199 gals.).
 DS0921
 DS0921.The modeled gravity was interpolated from observed gravity values.
 DS0921
 DS0921;                    North         East    Units  Estimated Accuracy
 DS0921;SPC NM W     -   273,830.      844,820.      MT  (+/- 180 meters Scaled)
 DS0921
 DS0921                          SUPERSEDED SURVEY CONTROL
 DS0921
 DS0921  NGVD 29 (??/??/92) 2105.404  (m)         6907.48   (f) ADJ UNCH    2 0
 DS0921
 DS0921.Superseded values are not recommended for survey control.
 DS0921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0921.See file dsdata.txt to determine how the superseded data were derived.
 DS0921
 DS0921_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBT515065(NAD 83)
 DS0921_MARKER: DB = BENCH MARK DISK
 DS0921_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0921_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0921_STAMPING: C-130 1934
 DS0921_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0921+STABILITY: SURFACE MOTION
 DS0921
 DS0921  HISTORY     - Date     Condition        Report By
 DS0921  HISTORY     - 1934     MONUMENTED       CGS
 DS0921  HISTORY     - 1942     GOOD             THOMAS
 DS0921
 DS0921                          STATION DESCRIPTION
 DS0921
 DS0921'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DS0921'9.2 MI SW FROM OJO CALIENTE.
 DS0921'9.2 MI. S.W. ALONG ROAD TO BEAVERHEAD AT THE E. SIDE OF TRIANGLE
 DS0921'FORMED BY JUNCTION OF ROADS TO BEAVERHEAD, FAIRVIEW, AND OJO CALIENTE,
 DS0921'35 FT. E. OF THE CENTERLINE OF THE ROAD, AND ABOUT 1/4 MI. E. OF A
 DS0921'STORE AND FILLING STA.  NOTE-- AT HIPPS STORE 0.2 MI E.
 DS0921
 DS0921                          STATION RECOVERY (1942)
 DS0921
 DS0921'RECOVERY NOTE BY THOMAS ENG AND SURV 1942
 DS0921'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0140 ***********************************************************************
 CY0140  DESIGNATION -  C 131
 CY0140  PID         -  CY0140
 CY0140  STATE/COUNTY-  NM/HIDALGO
 CY0140  USGS QUAD   -  STEINS (1965)
 CY0140
 CY0140                         *CURRENT SURVEY CONTROL
 CY0140  ___________________________________________________________________
 CY0140* NAD 83(1992)-  32 14 05.58786(N)    108 57 37.85509(W)     ADJUSTED  
 CY0140* NAVD 88     -      1288.344  (meters)    4226.84   (feet)  ADJUSTED  
 CY0140  ___________________________________________________________________
 CY0140  X           -  -1,754,964.347 (meters)                     COMP
 CY0140  Y           -  -5,108,219.560 (meters)                     COMP
 CY0140  Z           -   3,383,164.753 (meters)                     COMP
 CY0140  LAPLACE CORR-           0.76  (seconds)                    DEFLEC99
 CY0140  ELLIP HEIGHT-        1262.21  (meters)          (05/26/00) GPS OBS
 CY0140  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 CY0140  DYNAMIC HT  -        1286.410 (meters)    4220.50  (feet)  COMP
 CY0140  MODELED GRAV-     979,092.8   (mgal)                       NAVD 88
 CY0140
 CY0140  HORZ ORDER  -  FIRST
 CY0140  VERT ORDER  -  FIRST     CLASS II
 CY0140  ELLP ORDER  -  SECOND    CLASS I
 CY0140
 CY0140.The horizontal coordinates were established by GPS observations
 CY0140.and adjusted by the National Geodetic Survey in May 2000..
 CY0140.No horizontal observational check was made to the station.
 CY0140
 CY0140.The orthometric height was determined by differential leveling
 CY0140.and adjusted by the National Geodetic Survey in June 1991..
 CY0140
 CY0140.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CY0140
 CY0140.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY0140
 CY0140.The ellipsoidal height was determined by GPS observations
 CY0140.and is referenced to NAD 83.
 CY0140
 CY0140.The geoid height was determined by GEOID03.
 CY0140
 CY0140.The dynamic height is computed by dividing the NAVD 88
 CY0140.geopotential number by the normal gravity value computed on the
 CY0140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0140.degrees latitude (g = 980.6199 gals.).
 CY0140
 CY0140.The modeled gravity was interpolated from observed gravity values.
 CY0140
 CY0140;                    North         East     Units Scale Factor Converg.
 CY0140;SPC NM W     -   137,470.306   723,767.335   MT  1.00005579   -0 36 04.6
 CY0140;SPC NM W     -   451,017.16  2,374,560.00   sFT  1.00005579   -0 36 04.6
 CY0140;UTM  12      - 3,568,296.204   692,165.137   MT  1.00005541   +1 05 17.4
 CY0140
 CY0140!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY0140!SPC NM W     -   0.99980185  x   1.00005579  =   0.99985763
 CY0140!UTM  12      -   0.99980185  x   1.00005541  =   0.99985725
 CY0140
 CY0140                          SUPERSEDED SURVEY CONTROL
 CY0140
 CY0140  NAVD 88 (05/26/00) 1288.34   (m)         4226.8    (f) LEVELING    3  
 CY0140  NGVD 29 (??/??/92) 1287.546  (m)         4224.22   (f) ADJ UNCH    1 2
 CY0140
 CY0140.Superseded values are not recommended for survey control.
 CY0140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0140.See file dsdata.txt to determine how the superseded data were derived.
 CY0140
 CY0140_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA9216568296(NAD 83)
 CY0140_MARKER: DB = BENCH MARK DISK
 CY0140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0140_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0140_STAMPING: C 131 1934
 CY0140_MARK LOGO: CGS   
 CY0140_PROJECTION: PROJECTING 50 CENTIMETERS
 CY0140_MAGNETIC: N = NO MAGNETIC MATERIAL
 CY0140_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0140+STABILITY: SURFACE MOTION
 CY0140_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CY0140+SATELLITE: SATELLITE OBSERVATIONS - December 18, 1998
 CY0140
 CY0140  HISTORY     - Date     Condition        Report By
 CY0140  HISTORY     - 1934     MONUMENTED       CGS
 CY0140  HISTORY     - 1953     GOOD             NGS
 CY0140  HISTORY     - 1979     GOOD             NGS
 CY0140  HISTORY     - 19981218 GOOD             NGS
 CY0140
 CY0140                          STATION DESCRIPTION
 CY0140
 CY0140'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CY0140'2.1 MI E FROM STEINS.
 CY0140'0.3 MILE SOUTHEAST ALONG A GRAVELED ROAD FROM THE SOUTHERN PACIFIC
 CY0140'RAILWAY STATION AT STEINS, THENCE 1.8 MILES EAST ALONG NEW MEXICO
 CY0140'STATE HIGHWAY 14, 0.5 MILE WEST OF THE CHECKING STATION AT ROAD FORKS,
 CY0140'46 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 43.5 FEET NORTH
 CY0140'OF A TELEPHONE POLE, 55.0 FEET NORTHWEST OF A FENCE, 3.3 FEET
 CY0140'NORTHEAST OF A WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN
 CY0140'THE TOP OF A CONCRETE POST PROJECTING 1.2 FEET ABOVE THE GROUND.
 CY0140
 CY0140                          STATION RECOVERY (1979)
 CY0140
 CY0140'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CY0140'3.0 KILOMETERS (1.9 MILES) NORTHEAST ALONG INTERSTATE HIGHWAY 10 FROM
 CY0140'THE STEINS INTERCHANGE BRIDGE AT STEINS, 0.6 KILOMETER (0.4 MILE)
 CY0140'NORTHEAST OF MILE POST 5, 74 METERS (243 FEET) NORTHWEST OF THE
 CY0140'CENTERLINE OF THE WESTBOUND TRAFFIC LANES, 51.9 METERS (170 FEET)
 CY0140'NORTH OF THE SECOND POWER LINE POLE SOUTH OF A POWER LINE CROSSING,
 CY0140'44.7 METERS (147 FEET) NORTHWEST OF THE NORTHWEST RIGHT-OF-WAY FENCE
 CY0140'AND 14.6 METERS (48 FEET) SOUTHWEST OF THE CENTERLINE OF THE OLD
 CY0140'HIGHWAY.
 CY0140'THE MARK IS 0.8 METERS  SW FROM A WITNESS POST.
 CY0140'THE MARK IS 0.5 M BELOW THE HIGHWAY.
 CY0140
 CY0140                          STATION RECOVERY (1998)
 CY0140
 CY0140'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (WAS)
 CY0140'THE STATION IS LOCATED ABOUT 2 MI (3.2 KM) NORTHEAST OF STEINS.
 CY0140'OWNERSHIP--NEW MEXICO STATE HIGHWAY AND TRANSPORTATION DEPARTMENT -
 CY0140'RIGHT OF WAY, TELEPHONE 800-432-4269, 1120 CERRILLOS ROAD, SANTA FE NM
 CY0140'87504.  TO REACH THE STATION FROM INTERSTATE HIGHWAY 10 EXIT 3 (STEINS
 CY0140'EXIT), GO NORTH ACROSS THE CATTLE GUARD FOR 0.1 MI (0.2 KM) TO THE
 CY0140'RAILROAD TRACKS AND GRAVEL ACCESS ROAD ON THE SOUTH SIDE OF THE
 CY0140'TRACKS.  TURN RIGHT, EAST, ON THE RAILROAD ACCESS ROAD AND GO 1.8 MI
 CY0140'(2.9 KM) TO THE STATION ON THE RIGHT.  LOCATED 44.2 M (145.0 FT)
 CY0140'NORTHWEST OF A FENCE, 51.5 M (169.0 FT) NORTH OF A UTILITY POLE (THE
 CY0140'SECOND POLE SOUTHWEST OF A CROSSING OF TWO UTILITY LINES), 47.5 M
 CY0140'(155.8 FT) SOUTHEAST OF THE CENTERLINE OF A TRACK ROAD ALONG THE
 CY0140'RAILROAD AND 0.8 M (2.6 FT) SOUTHWEST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CF0061 ***********************************************************************
 CF0061  DESIGNATION -  C 132
 CF0061  PID         -  CF0061
 CF0061  STATE/COUNTY-  NM/HIDALGO
 CF0061  USGS QUAD   -  BEACON HILL (1982)
 CF0061
 CF0061                         *CURRENT SURVEY CONTROL
 CF0061  ___________________________________________________________________
 CF0061* NAD 83(1986)-  31 58 09.     (N)    108 37 55.     (W)     SCALED    
 CF0061* NAVD 88     -      1330.05   (+/-2cm)    4363.7    (feet)  VERTCON   
 CF0061  ___________________________________________________________________
 CF0061  GEOID HEIGHT-         -25.60  (meters)                     GEOID03
 CF0061
 CF0061  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CF0061
 CF0061.The horizontal coordinates were scaled from a topographic map and have
 CF0061.an estimated accuracy of +/- 6 seconds.
 CF0061
 CF0061.The NAVD 88 height was computed by applying the VERTCON shift value to
 CF0061.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CF0061.The vertical order pertains to the NGVD 29 superseded value.
 CF0061
 CF0061.The geoid height was determined by GEOID03.
 CF0061
 CF0061;                    North         East    Units  Estimated Accuracy
 CF0061;SPC NM W     -   107,730.      754,520.      MT  (+/- 180 meters Scaled)
 CF0061
 CF0061                          SUPERSEDED SURVEY CONTROL
 CF0061
 CF0061  NGVD 29 (??/??/92) 1329.275  (m)         4361.13   (f) ADJ UNCH    2 0
 CF0061
 CF0061.Superseded values are not recommended for survey control.
 CF0061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0061.See file dsdata.txt to determine how the superseded data were derived.
 CF0061
 CF0061_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RYA237394(NAD 83)
 CF0061_MARKER: DB = BENCH MARK DISK
 CF0061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CF0061_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CF0061_STAMPING: C 132 1934
 CF0061_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CF0061+STABILITY: SURFACE MOTION
 CF0061
 CF0061  HISTORY     - Date     Condition        Report By
 CF0061  HISTORY     - 1934     MONUMENTED       CGS
 CF0061  HISTORY     - 1953     GOOD             NGS
 CF0061  HISTORY     - 1981     GOOD             USGS
 CF0061
 CF0061                          STATION DESCRIPTION
 CF0061
 CF0061'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CF0061'10.9 MI E FROM ANIMAS.
 CF0061'10.9 MILES EAST ALONG THE SOUTHERN PACIFIC RAILWAY FROM THE STATION AT
 CF0061'ANIMAS, 90 FEET NORTH OF THE NORTH RAIL OF THE TRACK, 1.3 FEET SOUTH
 CF0061'OF THE RIGHT-OF-WAY FENCE, 3.0 FEET WEST OF A WITNESS POST, ABOUT 2
 CF0061'FEET LOWER THAN THE TRACK, AND SET IN THE TOP OF A CONCRETE POST
 CF0061'PROJECTING 0.9 FOOT ABOVE THE GROUND.
 CF0061
 CF0061                          STATION RECOVERY (1981)
 CF0061
 CF0061'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 CF0061'MARK IS LOCATED 10.5 MILES EAST OF ANIMAS P.O. ALONG STATE HIGHWAY 9,
 CF0061'0.3 MILE WEST OF A DIVIDED GRAVEL ROAD NORTH TO A TRAIL PARK, 125
 CF0061'FEET SOUTH OF CENTER OF HIGHWAY IN RIGHT OF WAY FENCE, A STANDARD
 CF0061'TABLET SET IN THE TOP OF A CONCRETE POST PROJECTING 0.9 FOOT ABOVE
 CF0061'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0356 ***********************************************************************
 CE0356  DESIGNATION -  C 133
 CE0356  PID         -  CE0356
 CE0356  STATE/COUNTY-  NM/LUNA
 CE0356  USGS QUAD   -  COLUMBUS SE (1966)
 CE0356
 CE0356                         *CURRENT SURVEY CONTROL
 CE0356  ___________________________________________________________________
 CE0356* NAD 83(1986)-  31 49 12.     (N)    107 32 43.     (W)     SCALED    
 CE0356* NAVD 88     -      1217.872  (meters)    3995.64   (feet)  ADJUSTED  
 CE0356  ___________________________________________________________________
 CE0356  GEOID HEIGHT-         -24.84  (meters)                     GEOID03
 CE0356  DYNAMIC HT  -        1216.030 (meters)    3989.59  (feet)  COMP
 CE0356  MODELED GRAV-     979,085.1   (mgal)                       NAVD 88
 CE0356
 CE0356  VERT ORDER  -  SECOND    CLASS 0
 CE0356
 CE0356.The horizontal coordinates were scaled from a topographic map and have
 CE0356.an estimated accuracy of +/- 6 seconds.
 CE0356
 CE0356.The orthometric height was determined by differential leveling
 CE0356.and adjusted by the National Geodetic Survey in June 1991..
 CE0356
 CE0356.The geoid height was determined by GEOID03.
 CE0356
 CE0356.The dynamic height is computed by dividing the NAVD 88
 CE0356.geopotential number by the normal gravity value computed on the
 CE0356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0356.degrees latitude (g = 980.6199 gals.).
 CE0356
 CE0356.The modeled gravity was interpolated from observed gravity values.
 CE0356
 CE0356;                    North         East    Units  Estimated Accuracy
 CE0356;SPC NM W     -    90,950.      857,270.      MT  (+/- 180 meters Scaled)
 CE0356
 CE0356                          SUPERSEDED SURVEY CONTROL
 CE0356
 CE0356  NGVD 29 (??/??/92) 1217.304  (m)         3993.77   (f) ADJ UNCH    2 0
 CE0356
 CE0356.Superseded values are not recommended for survey control.
 CE0356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0356.See file dsdata.txt to determine how the superseded data were derived.
 CE0356
 CE0356_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RBR590233(NAD 83)
 CE0356_MARKER: DB = BENCH MARK DISK
 CE0356_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CE0356_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CE0356_STAMPING: C 133 1934
 CE0356_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CE0356+STABILITY: SURFACE MOTION
 CE0356
 CE0356  HISTORY     - Date     Condition        Report By
 CE0356  HISTORY     - 1934     MONUMENTED       CGS
 CE0356  HISTORY     - 1953     GOOD             NGS
 CE0356
 CE0356                          STATION DESCRIPTION
 CE0356
 CE0356'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CE0356'5.6 MI E FROM COLUMBUS.
 CE0356'5.6 MILES EAST ALONG THE SOUTHERN PACIFIC RAILWAY FROM THE STATION AT
 CE0356'COLUMBUS, 93 FEET NORTH OF MILEPOST 1256, 50 FEET SOUTH OF A ROW OF
 CE0356'POLES, 38 FEET NORTH OF THE NORTH RAIL OF THE TRACK, 2.0 FEET SOUTH OF
 CE0356'THE NORTH RIGHT-OF-WAY FENCE, 1.0 FOOT NORTH OF A REFERENCE POST, AND
 CE0356'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE
 CE0356'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1091 ***********************************************************************
 CX1091  DESIGNATION -  C 134
 CX1091  PID         -  CX1091
 CX1091  STATE/COUNTY-  NM/LUNA
 CX1091  USGS QUAD   -  DEMING EAST (1965)
 CX1091
 CX1091                         *CURRENT SURVEY CONTROL
 CX1091  ___________________________________________________________________
 CX1091* NAD 83(1986)-  32 16 46.     (N)    107 42 14.     (W)     SCALED    
 CX1091* NAVD 88     -      1310.895  (meters)    4300.83   (feet)  ADJUSTED  
 CX1091  ___________________________________________________________________
 CX1091  GEOID HEIGHT-         -24.54  (meters)                     GEOID03
 CX1091  DYNAMIC HT  -        1308.907 (meters)    4294.31  (feet)  COMP
 CX1091  MODELED GRAV-     979,077.1   (mgal)                       NAVD 88
 CX1091
 CX1091  VERT ORDER  -  SECOND    CLASS 0
 CX1091
 CX1091.The horizontal coordinates were scaled from a topographic map and have
 CX1091.an estimated accuracy of +/- 6 seconds.
 CX1091
 CX1091.The orthometric height was determined by differential leveling
 CX1091.and adjusted by the National Geodetic Survey in June 1991..
 CX1091
 CX1091.The geoid height was determined by GEOID03.
 CX1091
 CX1091.The dynamic height is computed by dividing the NAVD 88
 CX1091.geopotential number by the normal gravity value computed on the
 CX1091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX1091.degrees latitude (g = 980.6199 gals.).
 CX1091
 CX1091.The modeled gravity was interpolated from observed gravity values.
 CX1091
 CX1091;                    North         East    Units  Estimated Accuracy
 CX1091;SPC NM W     -   141,860.      842,190.      MT  (+/- 180 meters Scaled)
 CX1091
 CX1091                          SUPERSEDED SURVEY CONTROL
 CX1091
 CX1091  NGVD 29 (??/??/92) 1310.198  (m)         4298.54   (f) ADJ UNCH    2 0
 CX1091
 CX1091.Superseded values are not recommended for survey control.
 CX1091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1091.See file dsdata.txt to determine how the superseded data were derived.
 CX1091
 CX1091_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBR453746(NAD 83)
 CX1091_MARKER: DB = BENCH MARK DISK
 CX1091_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CX1091_SP_SET: ABUTMENT
 CX1091_STAMPING: C 134 1934
 CX1091_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CX1091
 CX1091  HISTORY     - Date     Condition        Report By
 CX1091  HISTORY     - 1934     MONUMENTED       CGS
 CX1091  HISTORY     - 1953     GOOD             NGS
 CX1091
 CX1091                          STATION DESCRIPTION
 CX1091
 CX1091'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CX1091'3.1 MI E FROM DEMING.
 CX1091'3.1 MILES EAST ALONG THE SOUTHERN PACIFIC RAILWAY FROM THE STATION AT
 CX1091'DEMING,4 POLES EAST OF MILEPOST 1211, AT STEEL BRIDGE 1211.16, 8.0
 CX1091'FEET NORTH OF THE NORTH RAIL OF THE TRACK, 2.0 FEET LOWER THAN THE
 CX1091'TRACK, 12 FEET OF THE WEST END OF THE NORTH STEEL GIRDER OF THE
 CX1091'BRIDGE, AND SET IN THE TOP OF THE NORTH STONE ABUTMENT OF THE BRIDGE,
 CX1091'2.0 FEET EAST OF THE WEST END OF THE ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0382 ***********************************************************************
 FN0382  DESIGNATION -  C 136
 FN0382  PID         -  FN0382
 FN0382  STATE/COUNTY-  NM/SAN MIGUEL
 FN0382  USGS QUAD   -  PECOS (1961)
 FN0382
 FN0382                         *CURRENT SURVEY CONTROL
 FN0382  ___________________________________________________________________
 FN0382* NAD 83(1986)-  35 35 31.     (N)    105 40 51.     (W)     SCALED    
 FN0382* NAVD 88     -      2140.957  (meters)    7024.12   (feet)  ADJUSTED  
 FN0382  ___________________________________________________________________
 FN0382  GEOID HEIGHT-         -17.85  (meters)                     GEOID03
 FN0382  DYNAMIC HT  -        2137.975 (meters)    7014.34  (feet)  COMP
 FN0382  MODELED GRAV-     979,163.2   (mgal)                       NAVD 88
 FN0382
 FN0382  VERT ORDER  -  SECOND    CLASS 0
 FN0382
 FN0382.The horizontal coordinates were scaled from a topographic map and have
 FN0382.an estimated accuracy of +/- 6 seconds.
 FN0382
 FN0382.The orthometric height was determined by differential leveling
 FN0382.and adjusted by the National Geodetic Survey in June 1991..
 FN0382
 FN0382.The geoid height was determined by GEOID03.
 FN0382
 FN0382.The dynamic height is computed by dividing the NAVD 88
 FN0382.geopotential number by the normal gravity value computed on the
 FN0382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FN0382.degrees latitude (g = 980.6199 gals.).
 FN0382
 FN0382.The modeled gravity was interpolated from observed gravity values.
 FN0382
 FN0382;                    North         East    Units  Estimated Accuracy
 FN0382;SPC NM E     -   510,080.       42,890.      MT  (+/- 180 meters Scaled)
 FN0382
 FN0382                          SUPERSEDED SURVEY CONTROL
 FN0382
 FN0382  NGVD 29 (??/??/92) 2139.945  (m)         7020.80   (f) ADJ UNCH    2 0
 FN0382
 FN0382.Superseded values are not recommended for survey control.
 FN0382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0382.See file dsdata.txt to determine how the superseded data were derived.
 FN0382
 FN0382_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV383389(NAD 83)
 FN0382_MARKER: DB = BENCH MARK DISK
 FN0382_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FN0382_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FN0382_STAMPING: C 136 1934
 FN0382_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FN0382+STABILITY: SURFACE MOTION
 FN0382
 FN0382  HISTORY     - Date     Condition        Report By
 FN0382  HISTORY     - 1934     MONUMENTED       USFS
 FN0382  HISTORY     - 1957     GOOD             NGS
 FN0382
 FN0382                          STATION DESCRIPTION
 FN0382
 FN0382'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 FN0382'1.65 MI N FROM PECOS.
 FN0382'ABOUT 1.65 MILES NORTH ALONG STATE HIGHWAY 63 FROM THE RANGER STATION
 FN0382'AT PECOS, AT OUR LADY OF GUADALUPE BENDICTINE MONASTERY, 67 FEET WEST
 FN0382'OF THE CENTER LINE OF THE HIGHWAY 40 FEET SOUTH-SOUTHWEST OF THE SOUTH
 FN0382'CORNER OF THE MONESTARY, 2 FEET SOUTHEAST OF A STONE FENCE, ABOUT 5
 FN0382'FEET BELOW THE LEVEL OF THE HIGHWAY AND IN THE TOP OF A CONCRETE POST
 FN0382'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0498 ***********************************************************************
 FO0498  DESIGNATION -  C 137
 FO0498  PID         -  FO0498
 FO0498  STATE/COUNTY-  NM/SANDOVAL
 FO0498  USGS QUAD   -  SEVEN SPRINGS (1993)
 FO0498
 FO0498                         *CURRENT SURVEY CONTROL
 FO0498  ___________________________________________________________________
 FO0498* NAD 83(1986)-  35 56 31.     (N)    106 42 25.     (W)     SCALED    
 FO0498* NAVD 88     -      2485.586  (meters)    8154.79   (feet)  ADJUSTED  
 FO0498  ___________________________________________________________________
 FO0498  GEOID HEIGHT-         -18.57  (meters)                     GEOID03
 FO0498  DYNAMIC HT  -        2481.962 (meters)    8142.90  (feet)  COMP
 FO0498  MODELED GRAV-     979,085.0   (mgal)                       NAVD 88
 FO0498
 FO0498  VERT ORDER  -  SECOND    CLASS 0
 FO0498
 FO0498.The horizontal coordinates were scaled from a topographic map and have
 FO0498.an estimated accuracy of +/- 6 seconds.
 FO0498
 FO0498.The orthometric height was determined by differential leveling
 FO0498.and adjusted by the National Geodetic Survey in June 1991..
 FO0498
 FO0498.The geoid height was determined by GEOID03.
 FO0498
 FO0498.The dynamic height is computed by dividing the NAVD 88
 FO0498.geopotential number by the normal gravity value computed on the
 FO0498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0498.degrees latitude (g = 980.6199 gals.).
 FO0498
 FO0498.The modeled gravity was interpolated from observed gravity values.
 FO0498
 FO0498;                    North         East    Units  Estimated Accuracy
 FO0498;SPC NM C     -   548,170.      458,770.      MT  (+/- 180 meters Scaled)
 FO0498
 FO0498                          SUPERSEDED SURVEY CONTROL
 FO0498
 FO0498  NGVD 29 (??/??/92) 2484.408  (m)         8150.93   (f) ADJ UNCH    2 0
 FO0498
 FO0498.Superseded values are not recommended for survey control.
 FO0498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0498.See file dsdata.txt to determine how the superseded data were derived.
 FO0498
 FO0498_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV460788(NAD 83)
 FO0498_MARKER: DB = BENCH MARK DISK
 FO0498_SETTING: 80 = SET IN A BOULDER
 FO0498_SP_SET: BOULDER
 FO0498_STAMPING: C 137 1934
 FO0498_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO0498+STABILITY: SURFACE MOTION
 FO0498
 FO0498  HISTORY     - Date     Condition        Report By
 FO0498  HISTORY     - 1934     MONUMENTED       CGS
 FO0498  HISTORY     - 1941     GOOD             NGS
 FO0498
 FO0498                          STATION DESCRIPTION
 FO0498
 FO0498'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 FO0498'20.50 MI NW FROM JEMEZ SPRINGS.
 FO0498'TO REACH BENCH MARK FROM THE JEMEZ SPRINGS RANGER STATION, GO 8.0
 FO0498'MILES NORTH ALONG STATE HIGHWAY NO. 4 TO JUNCTION OF STATE HIGHWAYS
 FO0498'NO. 4 AND NO. 126.  THENCE, TURN LEFT (WEST), GO 8.05 MILES
 FO0498'NORTHWESTERLY TO JUNCTION OF STATE HIGHWAY NO. 126 AND CAMP PORTER
 FO0498'ROAD.  THENCE, TURN RIGHT, GO 4.45 MILES NORTHWESTERLY TO SITE OF
 FO0498'BENCH MARK.  BENCH MARK IS ON THE INSIDE OF A SHARP CURVE TURNING LEFT
 FO0498'(WEST).  105.0 FEET SOUTHEAST OF AN 18.0 INCH GALVANIZED IRON PIPE
 FO0498'CULVERT.  45.0 FEET WEST OF A ROCKY LEDGE PROJECTING DOWN THE ROAD.
 FO0498'20.0 FEET WEST OF AND APPROXIMATELY 9.0 FEET ABOVE THE CENTERLINE OF
 FO0498'THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0429 ***********************************************************************
 GM0429  DESIGNATION -  C 138
 GM0429  PID         -  GM0429
 GM0429  STATE/COUNTY-  NM/RIO ARRIBA
 GM0429  USGS QUAD   -  CHIMAYO (1994)
 GM0429
 GM0429                         *CURRENT SURVEY CONTROL
 GM0429  ___________________________________________________________________
 GM0429* NAD 83(1986)-  36 00 15.     (N)    105 56 45.     (W)     SCALED    
 GM0429* NAVD 88     -      1852.193  (meters)    6076.74   (feet)  ADJUSTED  
 GM0429  ___________________________________________________________________
 GM0429  GEOID HEIGHT-         -18.36  (meters)                     GEOID03
 GM0429  DYNAMIC HT  -        1849.727 (meters)    6068.65  (feet)  COMP
 GM0429  MODELED GRAV-     979,236.1   (mgal)                       NAVD 88
 GM0429
 GM0429  VERT ORDER  -  SECOND    CLASS 0
 GM0429
 GM0429.The horizontal coordinates were scaled from a topographic map and have
 GM0429.an estimated accuracy of +/- 6 seconds.
 GM0429
 GM0429.The orthometric height was determined by differential leveling
 GM0429.and adjusted by the National Geodetic Survey in June 1991..
 GM0429
 GM0429.The geoid height was determined by GEOID03.
 GM0429
 GM0429.The dynamic height is computed by dividing the NAVD 88
 GM0429.geopotential number by the normal gravity value computed on the
 GM0429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GM0429.degrees latitude (g = 980.6199 gals.).
 GM0429
 GM0429.The modeled gravity was interpolated from observed gravity values.
 GM0429
 GM0429;                    North         East    Units  Estimated Accuracy
 GM0429;SPC NM C     -   555,020.      527,420.      MT  (+/- 180 meters Scaled)
 GM0429
 GM0429                          SUPERSEDED SURVEY CONTROL
 GM0429
 GM0429  NGVD 29 (??/??/92) 1851.195  (m)         6073.46   (f) ADJ UNCH    2 0
 GM0429
 GM0429.Superseded values are not recommended for survey control.
 GM0429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0429.See file dsdata.txt to determine how the superseded data were derived.
 GM0429
 GM0429_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV147848(NAD 83)
 GM0429_MARKER: DB = BENCH MARK DISK
 GM0429_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GM0429_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GM0429_STAMPING: C 138 1934
 GM0429_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GM0429+STABILITY: SURFACE MOTION
 GM0429
 GM0429  HISTORY     - Date     Condition        Report By
 GM0429  HISTORY     - 1934     MONUMENTED       CGS
 GM0429  HISTORY     - 1941     GOOD             NGS
 GM0429
 GM0429                          STATION DESCRIPTION
 GM0429
 GM0429'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 GM0429'1.0 MI W FROM CHIMAYO.
 GM0429'TO REACH FROM THE CHIMAYO PUBLIC SCHOOL, PROCEED WESTERLY ALONG
 GM0429'GRAVELED ROAD TOWARDS ESPANOLA, GO 1.0 MILE.  BENCH MARK IS NEAR
 GM0429'SOUTHWESTERLY CORNER OF ADOBE STORE BUILDING OF EUGENE MARTINEZ.  IT
 GM0429'IS 40 FEET NORTHERLY FROM AND ABOUT 2.5 FEET ABOVE CENTER LINE OF THE
 GM0429'ROAD.  IT IS 2.0 FEET EASTERLY FROM THE SOUTHWESTERLY CORNER OF THE
 GM0429'BUILDING AND 0.7 FOOT SOUTHERLY FROM  IT THE SOUTHERLY WALL OF THE
 GM0429'BUILDING.  STD. DISK IN LARGE CONCRETE POST PROJECTING ABOUT 0.3 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0020 ***********************************************************************
 GN0020  DESIGNATION -  C 139
 GN0020  PID         -  GN0020
 GN0020  STATE/COUNTY-  NM/RIO ARRIBA
 GN0020  USGS QUAD   -  SAN ANTONIO MOUNTAIN (1995)
 GN0020
 GN0020                         *CURRENT SURVEY CONTROL
 GN0020  ___________________________________________________________________
 GN0020* NAD 83(1986)-  36 50 49.     (N)    106 06 02.     (W)     SCALED    
 GN0020* NAVD 88     -      2732.435  (meters)    8964.66   (feet)  ADJUSTED  
 GN0020  ___________________________________________________________________
 GN0020  GEOID HEIGHT-         -16.42  (meters)                     GEOID03
 GN0020  DYNAMIC HT  -        2728.528 (meters)    8951.85  (feet)  COMP
 GN0020  MODELED GRAV-     979,101.9   (mgal)                       NAVD 88
 GN0020
 GN0020  VERT ORDER  -  SECOND    CLASS 0
 GN0020
 GN0020.The horizontal coordinates were scaled from a topographic map and have
 GN0020.an estimated accuracy of +/- 6 seconds.
 GN0020
 GN0020.The orthometric height was determined by differential leveling
 GN0020.and adjusted by the National Geodetic Survey in June 1991..
 GN0020
 GN0020.The geoid height was determined by GEOID03.
 GN0020
 GN0020.The dynamic height is computed by dividing the NAVD 88
 GN0020.geopotential number by the normal gravity value computed on the
 GN0020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GN0020.degrees latitude (g = 980.6199 gals.).
 GN0020
 GN0020.The modeled gravity was interpolated from observed gravity values.
 GN0020
 GN0020;                    North         East    Units  Estimated Accuracy
 GN0020;SPC NM C     -   648,500.      513,330.      MT  (+/- 180 meters Scaled)
 GN0020
 GN0020                          SUPERSEDED SURVEY CONTROL
 GN0020
 GN0020  NGVD 29 (??/??/92) 2731.020  (m)         8960.02   (f) ADJ UNCH    2 0
 GN0020
 GN0020.Superseded values are not recommended for survey control.
 GN0020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0020.See file dsdata.txt to determine how the superseded data were derived.
 GN0020
 GN0020_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDA018784(NAD 83)
 GN0020_MARKER: DD = SURVEY DISK
 GN0020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GN0020_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GN0020_STAMPING: C 139 1935
 GN0020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GN0020+STABILITY: SURFACE MOTION
 GN0020
 GN0020  HISTORY     - Date     Condition        Report By
 GN0020  HISTORY     - 1935     MONUMENTED       USFS
 GN0020  HISTORY     - 1940     GOOD             NGS
 GN0020
 GN0020                          STATION DESCRIPTION
 GN0020
 GN0020'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 GN0020'13.2 MI NW FROM NO AGUA.
 GN0020'13.2 MILES NORTHWEST OF RAILROAD STATION IN NO AGUA TO REACH FROM THE
 GN0020'DENVER AND RIO GRANDE WESTERN RAILROAD STATION IN NO AGUA, PROCEED
 GN0020'NORTH ON STATE HIGHWAY NO. 74, GO 3.6 MILES.  TURN LEFT (WEST) ONTO
 GN0020'ROAD LEADING TO THE SAN ANTONE RANGER STATION AT ITS JUNCTION WITH THE
 GN0020'HIGHWAY, GO 9.6 MILES.  BENCH MARK IS ON TOP OF A SMALL KNOLL WHERE
 GN0020'ROAD PASSES THROUGH A SADDLE.  100 FEET WEST OF THE CENTER LINE OF THE
 GN0020'ROAD.  SET FLUSH AND HORIZONTALLY IN SMALL BOULDER WHICH PROJETS 0.7
 GN0020'FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0663 ***********************************************************************
 FM0663  DESIGNATION -  C 14
 FM0663  PID         -  FM0663
 FM0663  STATE/COUNTY-  NM/HARDING
 FM0663  USGS QUAD   -  MONTESITO CREEK (1968)
 FM0663
 FM0663                         *CURRENT SURVEY CONTROL
 FM0663  ___________________________________________________________________
 FM0663* NAD 83(1986)-  35 24 22.     (N)    103 30 59.     (W)     SCALED    
 FM0663* NAVD 88     -      1171.428  (meters)    3843.26   (feet)  ADJUSTED  
 FM0663  ___________________________________________________________________
 FM0663  GEOID HEIGHT-         -22.99  (meters)                     GEOID03
 FM0663  DYNAMIC HT  -        1170.013 (meters)    3838.62  (feet)  COMP
 FM0663  MODELED GRAV-     979,386.2   (mgal)                       NAVD 88
 FM0663
 FM0663  VERT ORDER  -  SECOND    CLASS 0
 FM0663
 FM0663.The horizontal coordinates were scaled from a topographic map and have
 FM0663.an estimated accuracy of +/- 6 seconds.
 FM0663
 FM0663.The orthometric height was determined by differential leveling
 FM0663.and adjusted by the National Geodetic Survey in June 1991..
 FM0663
 FM0663.The geoid height was determined by GEOID03.
 FM0663
 FM0663.The dynamic height is computed by dividing the NAVD 88
 FM0663.geopotential number by the normal gravity value computed on the
 FM0663.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0663.degrees latitude (g = 980.6199 gals.).
 FM0663
 FM0663.The modeled gravity was interpolated from observed gravity values.
 FM0663
 FM0663;                    North         East    Units  Estimated Accuracy
 FM0663;SPC NM E     -   488,940.      239,200.      MT  (+/- 180 meters Scaled)
 FM0663
 FM0663                          SUPERSEDED SURVEY CONTROL
 FM0663
 FM0663  NGVD 29 (??/??/92) 1170.864  (m)         3841.41   (f) ADJ UNCH    2 0
 FM0663
 FM0663.Superseded values are not recommended for survey control.
 FM0663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0663.See file dsdata.txt to determine how the superseded data were derived.
 FM0663
 FM0663_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFV347190(NAD 83)
 FM0663_MARKER: DB = BENCH MARK DISK
 FM0663_SETTING: 66 = SET IN ROCK OUTCROP
 FM0663_SP_SET: ROCK LEDGE
 FM0663_STAMPING: C 14 1927
 FM0663_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FM0663+STABILITY: POSITION/ELEVATION WELL
 FM0663
 FM0663  HISTORY     - Date     Condition        Report By
 FM0663  HISTORY     - 1927     MONUMENTED       CGS
 FM0663  HISTORY     - 1934     MARK NOT FOUND   NGS
 FM0663
 FM0663                          STATION DESCRIPTION
 FM0663
 FM0663'DESCRIBED BY COAST AND GEODETIC SURVEY 1927
 FM0663'8.5 MI NW FROM LOGAN.
 FM0663'8.5 MILES BY ROAD 675 YARDS WEST OF THE WEST BANK OF UTE CREEK AT THE
 FM0663'TRIGG RANCHES ROAD CROSSING.  8 FT. SOUTH OF CENTER OF ROAD WHERE ROAD
 FM0663'GOES UP OUT OF CREEK BOTTOM.  MARK IS IN ROCK LEDGE ABOUT 3 FT. ABOVE
 FM0663'THE ROAD LEVEL.
 FM0663
 FM0663                          STATION RECOVERY (1934)
 FM0663
 FM0663'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 FM0663'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0661 ***********************************************************************
 FO0661  DESIGNATION -  C 141
 FO0661  PID         -  FO0661
 FO0661  STATE/COUNTY-  NM/CIBOLA
 FO0661  USGS QUAD   -  SEBOYETA (1957)
 FO0661
 FO0661                         *CURRENT SURVEY CONTROL
 FO0661  ___________________________________________________________________
 FO0661* NAD 83(1986)-  35 09 35.     (N)    107 26 52.     (W)     SCALED    
 FO0661* NAVD 88     -      2284.495  (meters)    7495.05   (feet)  ADJUSTED  
 FO0661  ___________________________________________________________________
 FO0661  GEOID HEIGHT-         -20.48  (meters)                     GEOID03
 FO0661  DYNAMIC HT  -        2281.129 (meters)    7484.00  (feet)  COMP
 FO0661  MODELED GRAV-     979,077.9   (mgal)                       NAVD 88
 FO0661
 FO0661  VERT ORDER  -  SECOND    CLASS 0
 FO0661
 FO0661.The horizontal coordinates were scaled from a topographic map and have
 FO0661.an estimated accuracy of +/- 6 seconds.
 FO0661
 FO0661.The orthometric height was determined by differential leveling
 FO0661.and adjusted by the National Geodetic Survey in June 1991..
 FO0661
 FO0661.The geoid height was determined by GEOID03.
 FO0661
 FO0661.The dynamic height is computed by dividing the NAVD 88
 FO0661.geopotential number by the normal gravity value computed on the
 FO0661.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0661.degrees latitude (g = 980.6199 gals.).
 FO0661
 FO0661.The modeled gravity was interpolated from observed gravity values.
 FO0661
 FO0661;                    North         East    Units  Estimated Accuracy
 FO0661;SPC NM W     -   461,370.      865,130.      MT  (+/- 180 meters Scaled)
 FO0661
 FO0661                          SUPERSEDED SURVEY CONTROL
 FO0661
 FO0661  NGVD 29 (??/??/92) 2283.335  (m)         7491.24   (f) ADJ UNCH    2 0
 FO0661
 FO0661.Superseded values are not recommended for survey control.
 FO0661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0661.See file dsdata.txt to determine how the superseded data were derived.
 FO0661
 FO0661_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBU770934(NAD 83)
 FO0661_MARKER: DD = SURVEY DISK
 FO0661_SETTING: 80 = SET IN A BOULDER
 FO0661_STAMPING: C 141 1935
 FO0661_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO0661+STABILITY: SURFACE MOTION
 FO0661
 FO0661  HISTORY     - Date     Condition        Report By
 FO0661  HISTORY     - 1935     MONUMENTED       USFS
 FO0661  HISTORY     - 1941     GOOD             NGS
 FO0661
 FO0661                          STATION DESCRIPTION
 FO0661
 FO0661'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 FO0661'6.8 MI NE FROM ENCINAL.
 FO0661'TO REACH FROM THE CATHOLIC CHURCH AT ENCINAL-- GO 3.1 MILES EASTERLY
 FO0661'ALONG THE ROAD TO SAN MATEO TO THE INTERSECTION OF ROAD LEADING
 FO0661'EASTERLY.  THENCE, CONTINUE 3.7 MILES NORTHERLY ALONG THE ROAD TO SAN
 FO0661'MATEO TO THE SITE OF BENCH MARK.  BENCH MARK IS ABOUT 0.45 MILE
 FO0661'NORTHWEST OF CATTLE GUARD AND LAGUNA INDIAN RESERVATION BOUNDARY
 FO0661'FENCE, 92.0 FEET WEST OF AND ABOUT 1.0 FOOT BELOW THE CENTERLINE OF
 FO0661'THE WEST ONE OF DIVIDED ROAD AND 48.0 FEET WEST OF DIM OLD ROAD.  IT
 FO0661'IS SET HORIZONTALLY IN SMALL BOULDER PROJECTING 0.6 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0971 ***********************************************************************
 CX0971  DESIGNATION -  C 142
 CX0971  PID         -  CX0971
 CX0971  STATE/COUNTY-  NM/LUNA
 CX0971  USGS QUAD   -  CAMBRAY (1972)
 CX0971
 CX0971                         *CURRENT SURVEY CONTROL
 CX0971  ___________________________________________________________________
 CX0971* NAD 83(1986)-  32 13 39.     (N)    107 18 40.     (W)     SCALED    
 CX0971* NAVD 88     -      1290.153  (meters)    4232.78   (feet)  ADJUSTED  
 CX0971  ___________________________________________________________________
 CX0971  GEOID HEIGHT-         -24.25  (meters)                     GEOID03
 CX0971  DYNAMIC HT  -        1288.227 (meters)    4226.46  (feet)  COMP
 CX0971  MODELED GRAV-     979,100.9   (mgal)                       NAVD 88
 CX0971
 CX0971  VERT ORDER  -  SECOND    CLASS 0
 CX0971
 CX0971.The horizontal coordinates were scaled from a topographic map and have
 CX0971.an estimated accuracy of +/- 6 seconds.
 CX0971
 CX0971.The orthometric height was determined by differential leveling
 CX0971.and adjusted by the National Geodetic Survey in June 1991..
 CX0971
 CX0971.The geoid height was determined by GEOID03.
 CX0971
 CX0971.The dynamic height is computed by dividing the NAVD 88
 CX0971.geopotential number by the normal gravity value computed on the
 CX0971.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0971.degrees latitude (g = 980.6199 gals.).
 CX0971
 CX0971.The modeled gravity was interpolated from observed gravity values.
 CX0971
 CX0971;                    North         East    Units  Estimated Accuracy
 CX0971;SPC NM W     -   136,210.      879,220.      MT  (+/- 180 meters Scaled)
 CX0971
 CX0971                          SUPERSEDED SURVEY CONTROL
 CX0971
 CX0971  NGVD 29 (??/??/92) 1289.558  (m)         4230.82   (f) ADJ UNCH    2 0
 CX0971
 CX0971.Superseded values are not recommended for survey control.
 CX0971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0971.See file dsdata.txt to determine how the superseded data were derived.
 CX0971
 CX0971_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBR822679(NAD 83)
 CX0971_MARKER: DB = BENCH MARK DISK
 CX0971_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX0971_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CX0971_STAMPING: C 142 1934
 CX0971_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX0971+STABILITY: SURFACE MOTION
 CX0971
 CX0971  HISTORY     - Date     Condition        Report By
 CX0971  HISTORY     - 1934     MONUMENTED       NMGS
 CX0971  HISTORY     - 1953     GOOD             NGS
 CX0971
 CX0971                          STATION DESCRIPTION
 CX0971
 CX0971'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CX0971'0.8 MI E FROM CAMBRAY.
 CX0971'0.8 MILE EAST ALONG ABANDONED U. S. HIGHWAYS 70 AND 80 FROM THE
 CX0971'SOUTHERN PACIFIC RAILWAY STATION AT CAMBRAY, 0.4 MILE EAST OF AN
 CX0971'OVERPASS, 45 FEET NORTH OF THE CENTER LINE OF THE OLD HIGHWAY, 1.1
 CX0971'FEET NORTH OF A REFERENCE POST, AND SET IN THE TOP OF A CONCRETE POST
 CX0971'PROJECTING 1.1 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0737 ***********************************************************************
 CE0737  DESIGNATION -  C 143 RESET
 CE0737  PID         -  CE0737
 CE0737  STATE/COUNTY-  NM/DONA ANA
 CE0737  USGS QUAD   -  MOUNT RILEY SE (1985)
 CE0737
 CE0737                         *CURRENT SURVEY CONTROL
 CE0737  ___________________________________________________________________
 CE0737* NAD 83(1986)-  31 48 19.     (N)    107 06 20.     (W)     SCALED    
 CE0737* NAVD 88     -      1234.36   (+/-2cm)    4049.7    (feet)  VERTCON   
 CE0737  ___________________________________________________________________
 CE0737  GEOID HEIGHT-         -24.38  (meters)                     GEOID03
 CE0737
 CE0737  VERT ORDER  -  THIRD (See Below)
 CE0737
 CE0737.The horizontal coordinates were scaled from a topographic map and have
 CE0737.an estimated accuracy of +/- 6 seconds.
 CE0737
 CE0737.The NAVD 88 height was computed by applying the VERTCON shift value to
 CE0737.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CE0737.The vertical order pertains to the NGVD 29 superseded value.
 CE0737
 CE0737.The geoid height was determined by GEOID03.
 CE0737
 CE0737;                    North         East    Units  Estimated Accuracy
 CE0737;SPC NM C     -    89,600.      418,990.      MT  (+/- 180 meters Scaled)
 CE0737
 CE0737                          SUPERSEDED SURVEY CONTROL
 CE0737
 CE0737  NGVD 29 (06/15/00) 1233.79   (m)         4047.9    (f) RESET       3  
 CE0737
 CE0737.Superseded values are not recommended for survey control.
 CE0737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0737.See file dsdata.txt to determine how the superseded data were derived.
 CE0737
 CE0737_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR006207(NAD 83)
 CE0737_MARKER: DV = VERTICAL CONTROL DISK
 CE0737_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CE0737_SP_SET: CONCRETE POST
 CE0737_STAMPING: C 143 RESET 1986
 CE0737_MARK LOGO: NGS   
 CE0737_MAGNETIC: N = NO MAGNETIC MATERIAL
 CE0737_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CE0737+STABILITY: SURFACE MOTION
 CE0737
 CE0737  HISTORY     - Date     Condition        Report By
 CE0737  HISTORY     - 1986     MONUMENTED       NMHD
 CE0737
 CE0737                          STATION DESCRIPTION
 CE0737
 CE0737'DESCRIBED BY NM HIGHWAY DEPT 1986
 CE0737'ABOUT 1.6 MILES WEST OF MILEPOST 1284 ALONG THE SOUTHERN PACIFIC
 CE0737'RAILROAD BED FROM STATION AT MT. RILEY, 89 FEET NORTH OF CENTERLINE
 CE0737'COUNTY ROAD A-003 (WAS RAILROAD BED), 1 FOOT SOUTH OF NORTH FENCE,
 CE0737'327 FEET WEST ALONG NORTH FENCE FROM STATION 1808 + 74 AND 250
 CE0737'FEET NORTHEAST OF 2 48-FOOT AND 1 36-FOOT CULVERT PIPES, MARK
 CE0737'PROJECTS 0.5 FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0476 ***********************************************************************
 DR0476  DESIGNATION -  C 144
 DR0476  PID         -  DR0476
 DR0476  STATE/COUNTY-  NM/LINCOLN
 DR0476  USGS QUAD   -  ARABELA (1981)
 DR0476
 DR0476                         *CURRENT SURVEY CONTROL
 DR0476  ___________________________________________________________________
 DR0476* NAD 83(1986)-  33 34 21.     (N)    105 10 19.     (W)     SCALED    
 DR0476* NAVD 88     -      1695.919  (meters)    5564.03   (feet)  ADJUSTED  
 DR0476  ___________________________________________________________________
 DR0476  GEOID HEIGHT-         -21.40  (meters)                     GEOID03
 DR0476  DYNAMIC HT  -        1693.403 (meters)    5555.77  (feet)  COMP
 DR0476  MODELED GRAV-     979,092.8   (mgal)                       NAVD 88
 DR0476
 DR0476  VERT ORDER  -  SECOND    CLASS 0
 DR0476
 DR0476.The horizontal coordinates were scaled from a topographic map and have
 DR0476.an estimated accuracy of +/- 6 seconds.
 DR0476
 DR0476.The orthometric height was determined by differential leveling
 DR0476.and adjusted by the National Geodetic Survey in June 1991..
 DR0476
 DR0476.The geoid height was determined by GEOID03.
 DR0476
 DR0476.The dynamic height is computed by dividing the NAVD 88
 DR0476.geopotential number by the normal gravity value computed on the
 DR0476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0476.degrees latitude (g = 980.6199 gals.).
 DR0476
 DR0476.The modeled gravity was interpolated from observed gravity values.
 DR0476
 DR0476;                    North         East    Units  Estimated Accuracy
 DR0476;SPC NM C     -   285,760.      600,080.      MT  (+/- 180 meters Scaled)
 DR0476
 DR0476                          SUPERSEDED SURVEY CONTROL
 DR0476
 DR0476  NGVD 29 (??/??/92) 1695.195  (m)         5561.65   (f) ADJ UNCH    2 0
 DR0476
 DR0476.Superseded values are not recommended for survey control.
 DR0476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0476.See file dsdata.txt to determine how the superseded data were derived.
 DR0476
 DR0476_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDT840147(NAD 83)
 DR0476_MARKER: DB = BENCH MARK DISK
 DR0476_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR0476_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DR0476_STAMPING: C 144 1935
 DR0476_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR0476+STABILITY: SURFACE MOTION
 DR0476
 DR0476  HISTORY     - Date     Condition        Report By
 DR0476  HISTORY     - 1935     MONUMENTED       CGS
 DR0476  HISTORY     - 1967     GOOD             USGS
 DR0476
 DR0476                          STATION DESCRIPTION
 DR0476
 DR0476'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 DR0476'1 MI S FROM ARABELLA.
 DR0476'ABOUT 1 MILE SOUTH FROM ARABELLA ALONG THE OLD ROAD SCAR OF THE ROAD
 DR0476'TO TINNIE.  THIS ROAD SCAR IS ABOUT 500 FEET EAST OF THE PRESENT ROAD.
 DR0476'IT CAN BE FOLLOWED BY GOING DUE SOUTH OF ARABELLA.  21 FEET EAST OF
 DR0476'THE CENTERLINE OF THE OLD ROAD SCAR, 1 FOOT EAST OF A FENCE, NEAR A
 DR0476'CROSS FENCE ON THE OLD ROAD SCAR.  A STANDARD USC AND GS BENCH MARK
 DR0476'TABLET IN A CONCRETE POST AND STAMPED C 144 1935.  A WITNESS SIGN WAS
 DR0476'NAILED TO A NEARBY FENCE POST AND CAN BE BEST SEEN FROM THE NORTH
 DR0476'SIDE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0295 ***********************************************************************
 EP0295  DESIGNATION -  C 145
 EP0295  PID         -  EP0295
 EP0295  STATE/COUNTY-  NM/LINCOLN
 EP0295  USGS QUAD   -  COWBOY MESA (1981)
 EP0295
 EP0295                         *CURRENT SURVEY CONTROL
 EP0295  ___________________________________________________________________
 EP0295* NAD 83(1986)-  34 04 33.     (N)    105 06 38.     (W)     SCALED    
 EP0295* NAVD 88     -      1612.577  (meters)    5290.60   (feet)  ADJUSTED  
 EP0295  ___________________________________________________________________
 EP0295  GEOID HEIGHT-         -21.94  (meters)                     GEOID03
 EP0295  DYNAMIC HT  -        1610.281 (meters)    5283.06  (feet)  COMP
 EP0295  MODELED GRAV-     979,155.0   (mgal)                       NAVD 88
 EP0295
 EP0295  VERT ORDER  -  SECOND    CLASS 0
 EP0295
 EP0295.The horizontal coordinates were scaled from a topographic map and have
 EP0295.an estimated accuracy of +/- 6 seconds.
 EP0295
 EP0295.The orthometric height was determined by differential leveling
 EP0295.and adjusted by the National Geodetic Survey in June 1991..
 EP0295
 EP0295.The geoid height was determined by GEOID03.
 EP0295
 EP0295.The dynamic height is computed by dividing the NAVD 88
 EP0295.geopotential number by the normal gravity value computed on the
 EP0295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EP0295.degrees latitude (g = 980.6199 gals.).
 EP0295
 EP0295.The modeled gravity was interpolated from observed gravity values.
 EP0295
 EP0295;                    North         East    Units  Estimated Accuracy
 EP0295;SPC NM C     -   341,650.      605,170.      MT  (+/- 180 meters Scaled)
 EP0295
 EP0295                          SUPERSEDED SURVEY CONTROL
 EP0295
 EP0295  NGVD 29 (??/??/92) 1611.843  (m)         5288.19   (f) ADJ UNCH    2 0
 EP0295
 EP0295.Superseded values are not recommended for survey control.
 EP0295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EP0295.See file dsdata.txt to determine how the superseded data were derived.
 EP0295
 EP0295_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDT898705(NAD 83)
 EP0295_MARKER: DB = BENCH MARK DISK
 EP0295_SETTING: 66 = SET IN ROCK OUTCROP
 EP0295_SP_SET: ROCK OUTCROP
 EP0295_STAMPING: C-145 1935
 EP0295_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EP0295+STABILITY: POSITION/ELEVATION WELL
 EP0295
 EP0295  HISTORY     - Date     Condition        Report By
 EP0295  HISTORY     - 1935     MONUMENTED       CGS
 EP0295  HISTORY     - 1939     GOOD             NGS
 EP0295
 EP0295                          STATION DESCRIPTION
 EP0295
 EP0295'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EP0295'5.4 MI S FROM MOSLEY.
 EP0295'5.4 MI. S. ALONG ROAD TO BILLINGS RANCH ON THE SIDE OF A LONG GRADE,
 EP0295'150 FT. W. OF A SHEEP FENCE, AND 50 FT. E. OF THE CENTER LINE OF ROAD.
 EP0295
 EP0295                          STATION RECOVERY (1939)
 EP0295
 EP0295'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1939
 EP0295'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0213 ***********************************************************************
 DR0213  DESIGNATION -  C 146
 DR0213  PID         -  DR0213
 DR0213  STATE/COUNTY-  NM/CHAVES
 DR0213  USGS QUAD   -  DERRICK DRAW (1975)
 DR0213
 DR0213                         *CURRENT SURVEY CONTROL
 DR0213  ___________________________________________________________________
 DR0213* NAD 83(1986)-  33 03 12.     (N)    104 09 41.     (W)     SCALED    
 DR0213* NAVD 88     -      1078.243  (meters)    3537.54   (feet)  ADJUSTED  
 DR0213  ___________________________________________________________________
 DR0213  GEOID HEIGHT-         -22.90  (meters)                     GEOID03
 DR0213  DYNAMIC HT  -        1076.767 (meters)    3532.69  (feet)  COMP
 DR0213  MODELED GRAV-     979,231.6   (mgal)                       NAVD 88
 DR0213
 DR0213  VERT ORDER  -  SECOND    CLASS 0
 DR0213
 DR0213.The horizontal coordinates were scaled from a topographic map and have
 DR0213.an estimated accuracy of +/- 6 seconds.
 DR0213
 DR0213.The orthometric height was determined by differential leveling
 DR0213.and adjusted by the National Geodetic Survey in June 1991..
 DR0213
 DR0213.The geoid height was determined by GEOID03.
 DR0213
 DR0213.The dynamic height is computed by dividing the NAVD 88
 DR0213.geopotential number by the normal gravity value computed on the
 DR0213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0213.degrees latitude (g = 980.6199 gals.).
 DR0213
 DR0213.The modeled gravity was interpolated from observed gravity values.
 DR0213
 DR0213;                    North         East    Units  Estimated Accuracy
 DR0213;SPC NM E     -   227,680.      181,060.      MT  (+/- 180 meters Scaled)
 DR0213
 DR0213                          SUPERSEDED SURVEY CONTROL
 DR0213
 DR0213  NGVD 29 (??/??/92) 1077.770  (m)         3535.98   (f) ADJ UNCH    2 0
 DR0213
 DR0213.Superseded values are not recommended for survey control.
 DR0213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0213.See file dsdata.txt to determine how the superseded data were derived.
 DR0213
 DR0213_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES782575(NAD 83)
 DR0213_MARKER: DB = BENCH MARK DISK
 DR0213_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR0213_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DR0213_STAMPING: C 146 1935
 DR0213_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR0213+STABILITY: SURFACE MOTION
 DR0213
 DR0213  HISTORY     - Date     Condition        Report By
 DR0213  HISTORY     - 1935     MONUMENTED       CGS
 DR0213  HISTORY     - 1941     GOOD             NGS
 DR0213
 DR0213                          STATION DESCRIPTION
 DR0213
 DR0213'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 DR0213'12.6 MI SE FROM HAGERMAN.
 DR0213'TO REACH BENCH MARK FROM THE SCHOOL BUILDINGS IN HAGERMAN, PROCEED
 DR0213'EAST ON STATE HIGHWAY NO. 31, GO 7.8 MILES.  THENCE, TURN RIGHT
 DR0213'(SOUTHEASTERLY), GO 3.6 MILES TO FORKS OF ROAD AT A WINDMILL. THENCE,
 DR0213'TURN RIGHT (SOUTHERLY), GO 1.2 MILES TO SITE OF BENCH MARK. BENCH MARK
 DR0213'IS 1.1 MILES SOUTH OF A WINDMILL AND LARGE STEEL TANK.  18 FEET EAST
 DR0213'OF AND ABOUT THE SAME ELEVATION AS THE CENTER  LINE OF THE ROAD. 3
 DR0213'FEET SOUTH OF A 4 X 4 INCH WOODEN MARKER POST.  THE MONUMENT PROJECTS
 DR0213'0.7 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0235 ***********************************************************************
 CE0235  DESIGNATION -  C 147
 CE0235  PID         -  CE0235
 CE0235  STATE/COUNTY-  NM/DONA ANA
 CE0235  USGS QUAD   -  LA UNION (1995)
 CE0235
 CE0235                         *CURRENT SURVEY CONTROL
 CE0235  ___________________________________________________________________
 CE0235* NAD 83(1986)-  31 53 22.     (N)    106 38 36.     (W)     SCALED    
 CE0235* NAVD 88     -      1151.808  (meters)    3778.89   (feet)  ADJUSTED  
 CE0235  ___________________________________________________________________
 CE0235  GEOID HEIGHT-         -24.09  (meters)                     GEOID03
 CE0235  DYNAMIC HT  -        1150.084 (meters)    3773.23  (feet)  COMP
 CE0235  MODELED GRAV-     979,102.7   (mgal)                       NAVD 88
 CE0235
 CE0235  VERT ORDER  -  SECOND    CLASS 0
 CE0235
 CE0235.The horizontal coordinates were scaled from a topographic map and have
 CE0235.an estimated accuracy of +/- 6 seconds.
 CE0235
 CE0235.The orthometric height was determined by differential leveling
 CE0235.and adjusted by the National Geodetic Survey in June 1991..
 CE0235
 CE0235.The geoid height was determined by GEOID03.
 CE0235
 CE0235.The dynamic height is computed by dividing the NAVD 88
 CE0235.geopotential number by the normal gravity value computed on the
 CE0235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0235.degrees latitude (g = 980.6199 gals.).
 CE0235
 CE0235.The modeled gravity was interpolated from observed gravity values.
 CE0235
 CE0235;                    North         East    Units  Estimated Accuracy
 CE0235;SPC NM C     -    98,680.      462,790.      MT  (+/- 180 meters Scaled)
 CE0235
 CE0235                          SUPERSEDED SURVEY CONTROL
 CE0235
 CE0235  NGVD 29 (??/??/92) 1151.276  (m)         3777.14   (f) ADJ UNCH    2 0
 CE0235
 CE0235.Superseded values are not recommended for survey control.
 CE0235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0235.See file dsdata.txt to determine how the superseded data were derived.
 CE0235
 CE0235_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR445293(NAD 83)
 CE0235_MARKER: DB = BENCH MARK DISK
 CE0235_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CE0235_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CE0235_STAMPING: C 147
 CE0235_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CE0235+STABILITY: SURFACE MOTION
 CE0235
 CE0235  HISTORY     - Date     Condition        Report By
 CE0235  HISTORY     - UNK      MONUMENTED       CGS
 CE0235  HISTORY     - 1953     GOOD             NGS
 CE0235
 CE0235                          STATION DESCRIPTION
 CE0235
 CE0235'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CE0235'5.4 MI S FROM NEW LA UNION.
 CE0235'1.05 MILES SOUTHWEST ALONG AN ASPHALT ROAD FROM THE POST OFFICE AT NEW
 CE0235'LA UNION, THENCE 2.7 MILES SOUTH ALONG A DIRT ROAD, THENCE 1.65 MILES
 CE0235'SOUTHEAST ALONG AN ASPHALT ROAD, 0.15 MILE NORTH OF THE WAYNE WILLOWBY
 CE0235'DAIRY BARN, 0.1 MILE NORTHEAST OF THE ASPHALT ROAD, 2.65 MILES
 CE0235'NORTHWEST OF A JUNCTION WITH A DIRT ROAD LEADING TO STRAUSS, 104 FEET
 CE0235'SOUTHEAST OF THE EAST CORNER OF AN ADOBE HOUSE, 67 FEET SOUTHEAST OF
 CE0235'THE CENTER LINE OF A PRIVATE ROAD, 58 FEET SOUTHEAST OF A POWER POLE
 CE0235'BEARING A TRANSFORMER, 1.2 FEET WEST OF A REFERENCE POST, AND SET IN
 CE0235'THE TOP OF A CONCRETE POST PROJECTING 0.7 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0430 ***********************************************************************
 CV0430  DESIGNATION -  C 148
 CV0430  PID         -  CV0430
 CV0430  STATE/COUNTY-  NM/EDDY
 CV0430  USGS QUAD   -  MALJAMAR NE (1985)
 CV0430
 CV0430                         *CURRENT SURVEY CONTROL
 CV0430  ___________________________________________________________________
 CV0430* NAD 83(1986)-  32 55 41.     (N)    103 49 59.     (W)     SCALED    
 CV0430* NAVD 88     -      1341.673  (meters)    4401.81   (feet)  ADJUSTED  
 CV0430  ___________________________________________________________________
 CV0430  GEOID HEIGHT-         -22.27  (meters)                     GEOID03
 CV0430  DYNAMIC HT  -        1339.794 (meters)    4395.64  (feet)  COMP
 CV0430  MODELED GRAV-     979,189.3   (mgal)                       NAVD 88
 CV0430
 CV0430  VERT ORDER  -  SECOND    CLASS 0
 CV0430
 CV0430.The horizontal coordinates were scaled from a topographic map and have
 CV0430.an estimated accuracy of +/- 6 seconds.
 CV0430
 CV0430.The orthometric height was determined by differential leveling
 CV0430.and adjusted by the National Geodetic Survey in June 1991..
 CV0430
 CV0430.The geoid height was determined by GEOID03.
 CV0430
 CV0430.The dynamic height is computed by dividing the NAVD 88
 CV0430.geopotential number by the normal gravity value computed on the
 CV0430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0430.degrees latitude (g = 980.6199 gals.).
 CV0430
 CV0430.The modeled gravity was interpolated from observed gravity values.
 CV0430
 CV0430;                    North         East    Units  Estimated Accuracy
 CV0430;SPC NM E     -   213,890.      211,790.      MT  (+/- 180 meters Scaled)
 CV0430
 CV0430                          SUPERSEDED SURVEY CONTROL
 CV0430
 CV0430  NGVD 29 (??/??/92) 1341.146  (m)         4400.08   (f) ADJ UNCH    2 0
 CV0430
 CV0430.Superseded values are not recommended for survey control.
 CV0430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0430.See file dsdata.txt to determine how the superseded data were derived.
 CV0430
 CV0430_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFS091439(NAD 83)
 CV0430_MARKER: DB = BENCH MARK DISK
 CV0430_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0430_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CV0430_STAMPING: C 148 1935
 CV0430_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CV0430+STABILITY: SURFACE MOTION
 CV0430
 CV0430  HISTORY     - Date     Condition        Report By
 CV0430  HISTORY     - 1935     MONUMENTED       CGS
 CV0430
 CV0430                          STATION DESCRIPTION
 CV0430
 CV0430'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 CV0430'7.2 MI NE FROM MALJAMAR.
 CV0430'7.2 MILES N.E. ALONG STATE HWY. 83 AND 31.  ON STATE HWY. NO. 31, 6.3
 CV0430'MILES N.W. OF JUNCTION WITH STATE HWY. NO. 83, 39 FT. WEST OF CENTER
 CV0430'LINE OF HWY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0127 ***********************************************************************
 FP0127  DESIGNATION -  C 15
 FP0127  PID         -  FP0127
 FP0127  STATE/COUNTY-  NM/MCKINLEY
 FP0127  USGS QUAD   -  TWIN LAKES (1979)
 FP0127
 FP0127                         *CURRENT SURVEY CONTROL
 FP0127  ___________________________________________________________________
 FP0127* NAD 83(1986)-  35 41 07.     (N)    108 46 24.     (W)     SCALED    
 FP0127* NAVD 88     -      1940.129  (meters)    6365.24   (feet)  POSTED    
 FP0127  ___________________________________________________________________
 FP0127  GEOID HEIGHT-         -20.95  (meters)                     GEOID03
 FP0127  DYNAMIC HT  -        1937.470 (meters)    6356.52  (feet)  COMP
 FP0127  MODELED GRAV-     979,194.5   (mgal)                       NAVD 88
 FP0127
 FP0127  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FP0127
 FP0127.The horizontal coordinates were scaled from a topographic map and have
 FP0127.an estimated accuracy of +/- 6 seconds.
 FP0127
 FP0127.The orthometric height was determined by differential leveling
 FP0127.and adjusted by the National Geodetic Survey in 1992..
 FP0127.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FP0127.rate of 0.0 thru 1.0 mm/km.
 FP0127
 FP0127.The geoid height was determined by GEOID03.
 FP0127
 FP0127.The dynamic height is computed by dividing the NAVD 88
 FP0127.geopotential number by the normal gravity value computed on the
 FP0127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0127.degrees latitude (g = 980.6199 gals.).
 FP0127
 FP0127.The modeled gravity was interpolated from observed gravity values.
 FP0127
 FP0127;                    North         East    Units  Estimated Accuracy
 FP0127;SPC NM W     -   520,010.      744,920.      MT  (+/- 180 meters Scaled)
 FP0127
 FP0127                          SUPERSEDED SURVEY CONTROL
 FP0127
 FP0127.No superseded survey control is available for this station.
 FP0127
 FP0127_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYE014513(NAD 83)
 FP0127_MARKER: DB = BENCH MARK DISK
 FP0127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FP0127_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FP0127_STAMPING: 6362.113 C 15 1927
 FP0127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FP0127+STABILITY: SURFACE MOTION
 FP0127
 FP0127  HISTORY     - Date     Condition        Report By
 FP0127  HISTORY     - 1927     MONUMENTED       CGS
 FP0127  HISTORY     - 1963     GOOD             NGS
 FP0127  HISTORY     - 1984     MARK NOT FOUND   NGS
 FP0127
 FP0127                          STATION DESCRIPTION
 FP0127
 FP0127'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 FP0127'12.6 MI N FROM GALLUP.
 FP0127'ABOUT 12.6 MILES NORTH ALONG U.S. HIGHWAY 666 FROM THE POST OFFICE AT
 FP0127'GALLUP, ABOUT 1.8 MILES NORTH OF THE SOUTH BOUNDARY OF THE NAVAJO
 FP0127'INDIAN RESERVATION, ABOUT 1-1/4 MILES NORTH OF A BUTTE, ABOUT 1/2 MILE
 FP0127'NORTH OF A DRY CREEK, AND ABOUTT 75 FEET EAST OF THE HIGHWAY. A
 FP0127'STANDARD DISK, STAMPED, 6362.113 C 15 1927 AND SET IN THE TOP OF A
 FP0127'CONCRETE POST.
 FP0127
 FP0127                          STATION RECOVERY (1984)
 FP0127
 FP0127'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FP0127'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0355 ***********************************************************************
 DQ0355  DESIGNATION -  C 150
 DQ0355  PID         -  DQ0355
 DQ0355  STATE/COUNTY-  NM/LEA
 DQ0355  USGS QUAD   -  ALSTON RANCH (1984)
 DQ0355
 DQ0355                         *CURRENT SURVEY CONTROL
 DQ0355  ___________________________________________________________________
 DQ0355* NAD 83(1986)-  33 10 11.     (N)    103 26 17.     (W)     SCALED    
 DQ0355* NAVD 88     -      1245.385  (meters)    4085.90   (feet)  ADJUSTED  
 DQ0355  ___________________________________________________________________
 DQ0355  GEOID HEIGHT-         -21.95  (meters)                     GEOID03
 DQ0355  DYNAMIC HT  -        1243.680 (meters)    4080.31  (feet)  COMP
 DQ0355  MODELED GRAV-     979,224.3   (mgal)                       NAVD 88
 DQ0355
 DQ0355  VERT ORDER  -  SECOND    CLASS 0
 DQ0355
 DQ0355.The horizontal coordinates were scaled from a topographic map and have
 DQ0355.an estimated accuracy of +/- 6 seconds.
 DQ0355
 DQ0355.The orthometric height was determined by differential leveling
 DQ0355.and adjusted by the National Geodetic Survey in June 1991..
 DQ0355
 DQ0355.The geoid height was determined by GEOID03.
 DQ0355
 DQ0355.The dynamic height is computed by dividing the NAVD 88
 DQ0355.geopotential number by the normal gravity value computed on the
 DQ0355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0355.degrees latitude (g = 980.6199 gals.).
 DQ0355
 DQ0355.The modeled gravity was interpolated from observed gravity values.
 DQ0355
 DQ0355;                    North         East    Units  Estimated Accuracy
 DQ0355;SPC NM E     -   240,930.      248,500.      MT  (+/- 180 meters Scaled)
 DQ0355
 DQ0355                          SUPERSEDED SURVEY CONTROL
 DQ0355
 DQ0355  NGVD 29 (??/??/92) 1244.926  (m)         4084.39   (f) ADJ UNCH    2 0
 DQ0355
 DQ0355.Superseded values are not recommended for survey control.
 DQ0355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0355.See file dsdata.txt to determine how the superseded data were derived.
 DQ0355
 DQ0355_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFS456711(NAD 83)
 DQ0355_MARKER: DB = BENCH MARK DISK
 DQ0355_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0355_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DQ0355_STAMPING: C 150 1935
 DQ0355_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0355+STABILITY: SURFACE MOTION
 DQ0355
 DQ0355  HISTORY     - Date     Condition        Report By
 DQ0355  HISTORY     - 1935     MONUMENTED       CGS
 DQ0355  HISTORY     - 1970     GOOD             USGS
 DQ0355
 DQ0355                          STATION DESCRIPTION
 DQ0355
 DQ0355'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 DQ0355'9.5 MI NW FROM MCDONALD.
 DQ0355'1.0 MILE N AND 8.5 MILES W OF MCDONALD MCDONALD, JCT OF STATE HWY 18
 DQ0355'AND E-W COUNTY ROAD.  THENCE 4.0 MILES W ALONG COUNTY ROAD.  THENCE
 DQ0355'1.4 MILES NW ALONG COUNTY ROAD.  THENCE 0.5 MILES N ALONG COUNTY ROAD.
 DQ0355'THENCE 1.0 MILES NW ALONG COUNTY ROAD.  THENCE 1.0 MILES DUE W ALONG
 DQ0355'DIM TRACK ROAD.  1.5 FT S OF FENCE CORNER COMMON TO SECTIONS 19, 20,
 DQ0355'29 AND 30.  T13S, R35E.  AND 9 FT N OF THE CENTER OF A GATE IN N-S
 DQ0355'FENCE.  A STANDARD DISK STAMPED C 150 1935 AND SET IN THE TOP OF A
 DQ0355'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0526 ***********************************************************************
 DQ0526  DESIGNATION -  C 151
 DQ0526  PID         -  DQ0526
 DQ0526  STATE/COUNTY-  NM/CHAVES
 DQ0526  USGS QUAD   -  CEDAR POINT SE (1984)
 DQ0526
 DQ0526                         *CURRENT SURVEY CONTROL
 DQ0526  ___________________________________________________________________
 DQ0526* NAD 83(1986)-  33 02 01.     (N)    103 46 39.     (W)     SCALED    
 DQ0526* NAVD 88     -      1334.188  (meters)    4377.25   (feet)  ADJUSTED  
 DQ0526  ___________________________________________________________________
 DQ0526  GEOID HEIGHT-         -22.14  (meters)                     GEOID03
 DQ0526  DYNAMIC HT  -        1332.318 (meters)    4371.11  (feet)  COMP
 DQ0526  MODELED GRAV-     979,189.1   (mgal)                       NAVD 88
 DQ0526
 DQ0526  VERT ORDER  -  SECOND    CLASS 0
 DQ0526
 DQ0526.The horizontal coordinates were scaled from a topographic map and have
 DQ0526.an estimated accuracy of +/- 6 seconds.
 DQ0526
 DQ0526.The orthometric height was determined by differential leveling
 DQ0526.and adjusted by the National Geodetic Survey in June 1991..
 DQ0526
 DQ0526.The geoid height was determined by GEOID03.
 DQ0526
 DQ0526.The dynamic height is computed by dividing the NAVD 88
 DQ0526.geopotential number by the normal gravity value computed on the
 DQ0526.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0526.degrees latitude (g = 980.6199 gals.).
 DQ0526
 DQ0526.The modeled gravity was interpolated from observed gravity values.
 DQ0526
 DQ0526;                    North         East    Units  Estimated Accuracy
 DQ0526;SPC NM E     -   225,620.      216,920.      MT  (+/- 180 meters Scaled)
 DQ0526
 DQ0526                          SUPERSEDED SURVEY CONTROL
 DQ0526
 DQ0526  NGVD 29 (??/??/92) 1333.655  (m)         4375.50   (f) ADJ UNCH    2 0
 DQ0526
 DQ0526.Superseded values are not recommended for survey control.
 DQ0526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0526.See file dsdata.txt to determine how the superseded data were derived.
 DQ0526
 DQ0526_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFS141556(NAD 83)
 DQ0526_MARKER: DB = BENCH MARK DISK
 DQ0526_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0526_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DQ0526_STAMPING: C 151 1935
 DQ0526_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0526+STABILITY: SURFACE MOTION
 DQ0526
 DQ0526  HISTORY     - Date     Condition        Report By
 DQ0526  HISTORY     - 1935     MONUMENTED       CGS
 DQ0526  HISTORY     - 1973     GOOD             USGS
 DQ0526
 DQ0526                          STATION DESCRIPTION
 DQ0526
 DQ0526'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 DQ0526'14.55 MI NE FROM MALJAMAR.
 DQ0526'IN CHAVES COUNTY, 1.1 MILES NORTHEAST ALONG U.S. HIGHWAY 82, FROM THE
 DQ0526'POST OFFICE AT MALJAMAR, LEA COUNTY, THENCE 11.2 MILES NORTH ALONG
 DQ0526'STATE HIGHWAY 31 TO THE JUNCTION OF STATE HIGHWAY 172, THENCE 1.0 MILE
 DQ0526'NORTH ALONG STATE HIGHWAY 172 TO A CATTLEGUARD ACROSS THE HIGHWAY,
 DQ0526'THENCE NORTHEAST ALONG A TRACK ROAD ON NORTH SIDE OF FENCE 0.95 MILE
 DQ0526'TO A RANCH, CONTINUE ON TRACK ROAD 0.3 MILE TO A FENCE GATE, CONTINUE
 DQ0526'NORTHEAST 0.25 MILE FROM FENCE.  230 FEET NORTHWEST CENTER OF ROAD. A
 DQ0526'STANDARD DISK STAMPED C 151 1935 AND SET IN THE TOP OF A CONCRETE
 DQ0526'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0436 ***********************************************************************
 CV0436  DESIGNATION -  C 152
 CV0436  PID         -  CV0436
 CV0436  STATE/COUNTY-  NM/LEA
 CV0436  USGS QUAD   -  BUCKEYE NW (1985)
 CV0436
 CV0436                         *CURRENT SURVEY CONTROL
 CV0436  ___________________________________________________________________
 CV0436* NAD 83(1986)-  32 59 27.     (N)    103 37 44.     (W)     SCALED    
 CV0436* NAVD 88     -      1281.030  (meters)    4202.85   (feet)  ADJUSTED  
 CV0436  ___________________________________________________________________
 CV0436  GEOID HEIGHT-         -21.97  (meters)                     GEOID03
 CV0436  DYNAMIC HT  -        1279.254 (meters)    4197.02  (feet)  COMP
 CV0436  MODELED GRAV-     979,206.1   (mgal)                       NAVD 88
 CV0436
 CV0436  VERT ORDER  -  SECOND    CLASS 0
 CV0436
 CV0436.The horizontal coordinates were scaled from a topographic map and have
 CV0436.an estimated accuracy of +/- 6 seconds.
 CV0436
 CV0436.The orthometric height was determined by differential leveling
 CV0436.and adjusted by the National Geodetic Survey in June 1991..
 CV0436
 CV0436.The geoid height was determined by GEOID03.
 CV0436
 CV0436.The dynamic height is computed by dividing the NAVD 88
 CV0436.geopotential number by the normal gravity value computed on the
 CV0436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0436.degrees latitude (g = 980.6199 gals.).
 CV0436
 CV0436.The modeled gravity was interpolated from observed gravity values.
 CV0436
 CV0436;                    North         East    Units  Estimated Accuracy
 CV0436;SPC NM E     -   220,960.      230,830.      MT  (+/- 180 meters Scaled)
 CV0436
 CV0436                          SUPERSEDED SURVEY CONTROL
 CV0436
 CV0436  NGVD 29 (??/??/92) 1280.530  (m)         4201.21   (f) ADJ UNCH    2 0
 CV0436
 CV0436.Superseded values are not recommended for survey control.
 CV0436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0436.See file dsdata.txt to determine how the superseded data were derived.
 CV0436
 CV0436_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFS281511(NAD 83)
 CV0436_MARKER: DB = BENCH MARK DISK
 CV0436_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0436_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CV0436_STAMPING: C 152 1935
 CV0436_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CV0436+STABILITY: SURFACE MOTION
 CV0436
 CV0436  HISTORY     - Date     Condition        Report By
 CV0436  HISTORY     - 1935     MONUMENTED       CGS
 CV0436  HISTORY     - 1961     MARK NOT FOUND   USGS
 CV0436  HISTORY     - 1979     GOOD             USGS
 CV0436
 CV0436                          STATION DESCRIPTION
 CV0436
 CV0436'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 CV0436'15.5 MI NE FROM MALJAMAR.
 CV0436'10 MI E ALONG STATE HWY NO. 83, THENCE 5.5 MI N ALONG ROADS.  ALONG A
 CV0436'N. AND S. ROAD, 18 FT. E. OF THE CENTER LINE OF THE ROAD.
 CV0436
 CV0436                          STATION RECOVERY (1961)
 CV0436
 CV0436'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 CV0436'MARK NOT FOUND.
 CV0436
 CV0436                          STATION RECOVERY (1979)
 CV0436
 CV0436'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 CV0436'10.1 MILES NORTHEAST ALONG U.S. HIGHWAY 82 FROM MALJAMAR, LEA COUNTY,
 CV0436'THENCE 4.3 MILES NORTH ALONG AN OIL FIELD AND POWER LINE ACCESS ROAD
 CV0436'TO AN ELECTRICAL SUB STATION, THENCE GENERALLY NORTH ALONG A POWER
 CV0436'LINE 1.1 MILES TO THE CORNER OF SECTIONS 21, 22, 27 AND 28, T15S
 CV0436'R33E, THENCE 0.9 MILES WEST ALONG AN OLD TRACK ROAD, THENCE 0.25
 CV0436'MILES SOUTH ACROSS AN OPEN PASTURE. THE B.M. IS IN THE N.W. CORNER OF
 CV0436'SECTION 28, T15S R33E, 1470 FT. S.W. OF A SECTION CORNER COMMON TO
 CV0436'SEC. 20, 21, 28 AND 29 AND ABOUT 800 FT. EAST OF A N-S FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0127 ***********************************************************************
 EQ0127  DESIGNATION -  C 153
 EQ0127  PID         -  EQ0127
 EQ0127  STATE/COUNTY-  NM/TORRANCE
 EQ0127  USGS QUAD   -  ABO (1972)
 EQ0127
 EQ0127                         *CURRENT SURVEY CONTROL
 EQ0127  ___________________________________________________________________
 EQ0127* NAD 83(1986)-  34 27 03.     (N)    106 20 20.     (W)     SCALED    
 EQ0127* NAVD 88     -      1862.333  (meters)    6110.00   (feet)  ADJUSTED  
 EQ0127  ___________________________________________________________________
 EQ0127  GEOID HEIGHT-         -20.16  (meters)                     GEOID03
 EQ0127  DYNAMIC HT  -        1859.644 (meters)    6101.18  (feet)  COMP
 EQ0127  MODELED GRAV-     979,125.0   (mgal)                       NAVD 88
 EQ0127
 EQ0127  VERT ORDER  -  FIRST     CLASS II
 EQ0127
 EQ0127.The horizontal coordinates were scaled from a topographic map and have
 EQ0127.an estimated accuracy of +/- 6 seconds.
 EQ0127
 EQ0127.The orthometric height was determined by differential leveling
 EQ0127.and adjusted by the National Geodetic Survey in June 1991..
 EQ0127
 EQ0127.The geoid height was determined by GEOID03.
 EQ0127
 EQ0127.The dynamic height is computed by dividing the NAVD 88
 EQ0127.geopotential number by the normal gravity value computed on the
 EQ0127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0127.degrees latitude (g = 980.6199 gals.).
 EQ0127
 EQ0127.The modeled gravity was interpolated from observed gravity values.
 EQ0127
 EQ0127;                    North         East    Units  Estimated Accuracy
 EQ0127;SPC NM C     -   382,660.      491,830.      MT  (+/- 180 meters Scaled)
 EQ0127
 EQ0127                          SUPERSEDED SURVEY CONTROL
 EQ0127
 EQ0127  NGVD 29 (??/??/92) 1861.496  (m)         6107.26   (f) ADJ UNCH    1 2
 EQ0127
 EQ0127.Superseded values are not recommended for survey control.
 EQ0127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0127.See file dsdata.txt to determine how the superseded data were derived.
 EQ0127
 EQ0127_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU770129(NAD 83)
 EQ0127_MARKER: DB = BENCH MARK DISK
 EQ0127_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EQ0127_SP_SET: CULVERT
 EQ0127_STAMPING: C 153 1958
 EQ0127_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EQ0127
 EQ0127  HISTORY     - Date     Condition        Report By
 EQ0127  HISTORY     - 1958     MONUMENTED       CGS
 EQ0127  HISTORY     - 1980     GOOD             NGS
 EQ0127
 EQ0127                          STATION DESCRIPTION
 EQ0127
 EQ0127'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 EQ0127'7.6 MI SW FROM MOUNTAINAIR.
 EQ0127'ABOUT 7.6 MILES SOUTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 EQ0127'RAILWAY FROM THE STATION AT MOUNTAINAIR, 13 1/2 POLES SOUTHWEST OF
 EQ0127'MILEPOST 863, IN THE TOP OF THE CENTER OF THE SOUTHEAST CONCRETE
 EQ0127'HEADWALL OF A TWIN ARCHED CULVERT, 4 1/2 POLES NORTHEAST OF A ROAD
 EQ0127'CROSSING, 27 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE MAIN TRACK,
 EQ0127'AND ABOUT 4 FEET BELOW THE LEVEL OF THE TRACK.
 EQ0127
 EQ0127                          STATION RECOVERY (1980)
 EQ0127
 EQ0127'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 EQ0127'12.1 KM (7.5 MI) WESTERLY ALONG U.S. HIGHWAY 60 FROM THE POST OFFICE
 EQ0127'IN MOUNTAINAIR, IN TOP CENTER OF THE SOUTHEAST HEADWALL OF A TWIN
 EQ0127'ARCHED CONCRETE CULVERT UNDER THE ATCHISON, TOPEKA AND SANTA FE
 EQ0127'RAILROAD, 13-1/2 POLES SOUTHWEST OF RAILROAD MILE POST 863, AT MILE
 EQ0127'POST 197, 64.0 METERS (210.0 FT) SOUTHEAST OF THE CENTERLINE OF THE
 EQ0127'HIGHWAY AND 8.2 METERS (27.0 FT) SOUTHEAST OF THE NEAR RAIL.
 EQ0127'THE MARK IS 1.2 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0321 ***********************************************************************
 EQ0321  DESIGNATION -  C 154
 EQ0321  PID         -  EQ0321
 EQ0321  STATE/COUNTY-  NM/VALENCIA
 EQ0321  USGS QUAD   -  TURN (1991)
 EQ0321
 EQ0321                         *CURRENT SURVEY CONTROL
 EQ0321  ___________________________________________________________________
 EQ0321* NAD 83(1986)-  34 34 30.     (N)    106 42 07.     (W)     SCALED    
 EQ0321* NAVD 88     -      1511.900  (meters)    4960.29   (feet)  ADJUSTED  
 EQ0321  ___________________________________________________________________
 EQ0321  GEOID HEIGHT-         -21.70  (meters)                     GEOID03
 EQ0321  DYNAMIC HT  -        1509.788 (meters)    4953.36  (feet)  COMP
 EQ0321  MODELED GRAV-     979,185.6   (mgal)                       NAVD 88
 EQ0321
 EQ0321  VERT ORDER  -  FIRST     CLASS II
 EQ0321
 EQ0321.The horizontal coordinates were scaled from a topographic map and have
 EQ0321.an estimated accuracy of +/- 6 seconds.
 EQ0321
 EQ0321.The orthometric height was determined by differential leveling
 EQ0321.and adjusted by the National Geodetic Survey in June 1991..
 EQ0321
 EQ0321.The geoid height was determined by GEOID03.
 EQ0321
 EQ0321.The dynamic height is computed by dividing the NAVD 88
 EQ0321.geopotential number by the normal gravity value computed on the
 EQ0321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0321.degrees latitude (g = 980.6199 gals.).
 EQ0321
 EQ0321.The modeled gravity was interpolated from observed gravity values.
 EQ0321
 EQ0321;                    North         East    Units  Estimated Accuracy
 EQ0321;SPC NM C     -   396,520.      458,540.      MT  (+/- 180 meters Scaled)
 EQ0321
 EQ0321                          SUPERSEDED SURVEY CONTROL
 EQ0321
 EQ0321  NGVD 29 (??/??/92) 1511.139  (m)         4957.80   (f) ADJ UNCH    1 2
 EQ0321
 EQ0321.Superseded values are not recommended for survey control.
 EQ0321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0321.See file dsdata.txt to determine how the superseded data were derived.
 EQ0321
 EQ0321_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU438272(NAD 83)
 EQ0321_MARKER: DB = BENCH MARK DISK
 EQ0321_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EQ0321_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EQ0321_STAMPING: C 154 1958
 EQ0321_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EQ0321+STABILITY: SURFACE MOTION
 EQ0321
 EQ0321  HISTORY     - Date     Condition        Report By
 EQ0321  HISTORY     - 1958     MONUMENTED       CGS
 EQ0321
 EQ0321                          STATION DESCRIPTION
 EQ0321
 EQ0321'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 EQ0321'8.4 MI SE FROM BELEN.
 EQ0321'ABOUT 2.3 MILES EAST ALONG STATE HIGHWAY 6 FROM THE ATCHISON, TOPEKA
 EQ0321'AND SANTA FE RAILWAY STATION AT BELEN, THENCE 3.6 MILES SOUTH ALONG
 EQ0321'STATE HIGHWAY 47, THENCE 2.5 MILES SOUTHEAST ALONG THE ATCHISON,
 EQ0321'TOPEKA AND SANTA FE RAILWAY, 7 POLES EAST OF MILEPOST 889, 68 FEET
 EQ0321'NORTH OF THE NORTH RAIL, 213 FEET NORTHWEST OF THE CENTER OF A ROAD
 EQ0321'CROSSING, 4 FEET SOUTH OF A TELEPHONE POLE, 2 FEET EAST OF A WHITE
 EQ0321'WOODEN WITNESS POST, ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE TRACK,
 EQ0321'AND IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0021 ***********************************************************************
 EQ0021  DESIGNATION -  C 155
 EQ0021  PID         -  EQ0021
 EQ0021  STATE/COUNTY-  NM/TORRANCE
 EQ0021  USGS QUAD   -  MOUNTAINAIR (1986)
 EQ0021
 EQ0021                         *CURRENT SURVEY CONTROL
 EQ0021  ___________________________________________________________________
 EQ0021* NAD 83(1986)-  34 31 49.     (N)    106 13 52.     (W)     SCALED    
 EQ0021* NAVD 88     -      1979.844  (meters)    6495.54   (feet)  ADJUSTED  
 EQ0021  ___________________________________________________________________
 EQ0021  GEOID HEIGHT-         -19.90  (meters)                     GEOID03
 EQ0021  DYNAMIC HT  -        1976.965 (meters)    6486.09  (feet)  COMP
 EQ0021  MODELED GRAV-     979,109.9   (mgal)                       NAVD 88
 EQ0021
 EQ0021  VERT ORDER  -  FIRST     CLASS II
 EQ0021
 EQ0021.The horizontal coordinates were scaled from a topographic map and have
 EQ0021.an estimated accuracy of +/- 6 seconds.
 EQ0021
 EQ0021.The orthometric height was determined by differential leveling
 EQ0021.and adjusted by the National Geodetic Survey in June 1991..
 EQ0021
 EQ0021.The geoid height was determined by GEOID03.
 EQ0021
 EQ0021.The dynamic height is computed by dividing the NAVD 88
 EQ0021.geopotential number by the normal gravity value computed on the
 EQ0021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0021.degrees latitude (g = 980.6199 gals.).
 EQ0021
 EQ0021.The modeled gravity was interpolated from observed gravity values.
 EQ0021
 EQ0021;                    North         East    Units  Estimated Accuracy
 EQ0021;SPC NM C     -   391,470.      501,730.      MT  (+/- 180 meters Scaled)
 EQ0021
 EQ0021                          SUPERSEDED SURVEY CONTROL
 EQ0021
 EQ0021  NGVD 29 (??/??/92) 1978.968  (m)         6492.66   (f) ADJ UNCH    1 2
 EQ0021
 EQ0021.Superseded values are not recommended for survey control.
 EQ0021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0021.See file dsdata.txt to determine how the superseded data were derived.
 EQ0021
 EQ0021_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU870216(NAD 83)
 EQ0021_MARKER: DB = BENCH MARK DISK
 EQ0021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EQ0021_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EQ0021_STAMPING: C 155 1958
 EQ0021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EQ0021+STABILITY: SURFACE MOTION
 EQ0021
 EQ0021  HISTORY     - Date     Condition        Report By
 EQ0021  HISTORY     - 1958     MONUMENTED       CGS
 EQ0021
 EQ0021                          STATION DESCRIPTION
 EQ0021
 EQ0021'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 EQ0021'0.95 MI NE FROM MOUNTAINAIR.
 EQ0021'ABOUT 0.65 MILE NORTHEAST ALONG U. S. HIGHWAY 60 FROM THE POST OFFICE
 EQ0021'AT MOUNTAINAIR, THENCE 0.3 MILE NORTH ALONG A DIRT ROAD, AT THE
 EQ0021'SOUTHWEST CORNER OF THE MOUNTAINAIR AIRPORT, 21 FEET EAST OF THE
 EQ0021'CENTER LINE OF THE ROAD, 5 FEET EAST OF A POWER POLE, 18 FEET
 EQ0021'NORTHEAST OF A FENCE CORNER, 2 FEET WEST OF A WHITE WOODEN WITNESS
 EQ0021'POST, ABOUT LEVEL WITH THE ROAD, AND IN THE TOP OF A CONCRETE POST
 EQ0021'PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0029 ***********************************************************************
 EP0029  DESIGNATION -  C 156
 EP0029  PID         -  EP0029
 EP0029  STATE/COUNTY-  NM/DE BACA
 EP0029  USGS QUAD   -  FORT SUMNER EAST (1982)
 EP0029
 EP0029                         *CURRENT SURVEY CONTROL
 EP0029  ___________________________________________________________________
 EP0029* NAD 83(1986)-  34 27 24.     (N)    104 11 05.     (W)     SCALED    
 EP0029* NAVD 88     -      1259.302  (meters)    4131.56   (feet)  ADJUSTED  
 EP0029  ___________________________________________________________________
 EP0029  GEOID HEIGHT-         -23.63  (meters)                     GEOID03
 EP0029  DYNAMIC HT  -        1257.638 (meters)    4126.10  (feet)  COMP
 EP0029  MODELED GRAV-     979,270.1   (mgal)                       NAVD 88
 EP0029
 EP0029  VERT ORDER  -  FIRST     CLASS II
 EP0029
 EP0029.The horizontal coordinates were scaled from a topographic map and have
 EP0029.an estimated accuracy of +/- 6 seconds.
 EP0029
 EP0029.The orthometric height was determined by differential leveling
 EP0029.and adjusted by the National Geodetic Survey in June 1991..
 EP0029
 EP0029.The geoid height was determined by GEOID03.
 EP0029
 EP0029.The dynamic height is computed by dividing the NAVD 88
 EP0029.geopotential number by the normal gravity value computed on the
 EP0029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EP0029.degrees latitude (g = 980.6199 gals.).
 EP0029
 EP0029.The modeled gravity was interpolated from observed gravity values.
 EP0029
 EP0029;                    North         East    Units  Estimated Accuracy
 EP0029;SPC NM E     -   383,320.      178,650.      MT  (+/- 180 meters Scaled)
 EP0029
 EP0029                          SUPERSEDED SURVEY CONTROL
 EP0029
 EP0029  NGVD 29 (??/??/92) 1258.678  (m)         4129.51   (f) ADJ UNCH    1 2
 EP0029
 EP0029.Superseded values are not recommended for survey control.
 EP0029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EP0029.See file dsdata.txt to determine how the superseded data were derived.
 EP0029
 EP0029_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEU748130(NAD 83)
 EP0029_MARKER: DB = BENCH MARK DISK
 EP0029_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EP0029_SP_SET: ABUTMENT
 EP0029_STAMPING: C 156 1958
 EP0029_MARK LOGO: CGS   
 EP0029_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EP0029
 EP0029  HISTORY     - Date     Condition        Report By
 EP0029  HISTORY     - 1958     MONUMENTED       CGS
 EP0029  HISTORY     - 1982     GOOD             NGS
 EP0029
 EP0029                          STATION DESCRIPTION
 EP0029
 EP0029'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 EP0029'3.6 MI E FROM FORT SUMNER.
 EP0029'ABOUT 3.6 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 EP0029'FROM THE STATION AT FORT SUMNER, ABOUT 0.1 MILE WEST OF MILE POST 713,
 EP0029'IN THE SOUTH END OF THE WEST ABUTMENT OF THE OVERPASS, 6 FEET SOUTH OF
 EP0029'THE NEAR RAIL, AND ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE TRACK.
 EP0029
 EP0029                          STATION RECOVERY (1982)
 EP0029
 EP0029'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 EP0029'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  0.6 KM (0.35
 EP0029'MI) NORTH ALONG U.S. HIGHWAY 84 FROM ITS JUNCTION WITH U.S. HIGHWAY
 EP0029'60 IN FORT SUMNER, THENCE 6.2 KM (3.85 MI) EASTERLY ALONG THE SANTA FE
 EP0029'RAILROAD, 0.2 KM (0.1 MI) WEST OF MILEPOST 713, IN TOP OF AND 0.3
 EP0029'METER (1.0 FT) NORTH OF THE SOUTH END OF THE WEST CONCRETE ABUTMENT OF
 EP0029'A SMALL RAILROAD BRIDGE AND 1.8 METERS (5.9 FT) SOUTH-SOUTHWEST OF THE
 EP0029'NEAR RAIL.
 EP0029'THE MARK IS 0.6 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0230 ***********************************************************************
 EP0230  DESIGNATION -  C 157
 EP0230  PID         -  EP0230
 EP0230  STATE/COUNTY-  NM/GUADALUPE
 EP0230  USGS QUAD   -  VAUGHN (1978)
 EP0230
 EP0230                         *CURRENT SURVEY CONTROL
 EP0230  ___________________________________________________________________
 EP0230* NAD 83(1986)-  34 34 27.     (N)    105 09 52.     (W)     SCALED    
 EP0230* NAVD 88     -      1793.171  (meters)    5883.10   (feet)  ADJUSTED  
 EP0230  ___________________________________________________________________
 EP0230  GEOID HEIGHT-         -20.99  (meters)                     GEOID03
 EP0230  DYNAMIC HT  -        1790.653 (meters)    5874.83  (feet)  COMP
 EP0230  MODELED GRAV-     979,167.3   (mgal)                       NAVD 88
 EP0230
 EP0230  VERT ORDER  -  FIRST     CLASS II
 EP0230
 EP0230.The horizontal coordinates were scaled from a topographic map and have
 EP0230.an estimated accuracy of +/- 6 seconds.
 EP0230
 EP0230.The orthometric height was determined by differential leveling
 EP0230.and adjusted by the National Geodetic Survey in June 1991..
 EP0230
 EP0230.The geoid height was determined by GEOID03.
 EP0230
 EP0230.The dynamic height is computed by dividing the NAVD 88
 EP0230.geopotential number by the normal gravity value computed on the
 EP0230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EP0230.degrees latitude (g = 980.6199 gals.).
 EP0230
 EP0230.The modeled gravity was interpolated from observed gravity values.
 EP0230
 EP0230;                    North         East    Units  Estimated Accuracy
 EP0230;SPC NM E     -   396,660.       88,740.      MT  (+/- 180 meters Scaled)
 EP0230
 EP0230                          SUPERSEDED SURVEY CONTROL
 EP0230
 EP0230  NGVD 29 (??/??/92) 1792.388  (m)         5880.53   (f) ADJ UNCH    1 2
 EP0230
 EP0230.Superseded values are not recommended for survey control.
 EP0230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EP0230.See file dsdata.txt to determine how the superseded data were derived.
 EP0230
 EP0230_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDU849258(NAD 83)
 EP0230_MARKER: DB = BENCH MARK DISK
 EP0230_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EP0230_SP_SET: OVERPASS
 EP0230_STAMPING: C 157 1958
 EP0230_MARK LOGO: CGS   
 EP0230_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EP0230
 EP0230  HISTORY     - Date     Condition        Report By
 EP0230  HISTORY     - 1958     MONUMENTED       CGS
 EP0230  HISTORY     - 1983     GOOD             NGS
 EP0230
 EP0230                          STATION DESCRIPTION
 EP0230
 EP0230'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 EP0230'2.6 MI SE FROM VAUGHN.
 EP0230'ABOUT 2.6 MILES SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 EP0230'RAILWAY FROM THE STATION AT VAUGHN, IN THE TOP OF THE SOUTHEAST END OF
 EP0230'THE SOUTHWEST CONCRETE HEADWALL OF THE OVERPASS, ABOUT 0.15 MILE
 EP0230'SOUTHEAST OF MILE POST 785, 14 FEET SOUTHWEST OF THE NEAR RAIL, AND
 EP0230'ABOUT 3 FEET BELOW THE LEVEL OF THE TRACK.
 EP0230
 EP0230                          STATION RECOVERY (1983)
 EP0230
 EP0230'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 EP0230'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0115 ***********************************************************************
 EP0115  DESIGNATION -  C 158
 EP0115  PID         -  EP0115
 EP0115  STATE/COUNTY-  NM/DE BACA
 EP0115  USGS QUAD   -  YESO MESA (1981)
 EP0115
 EP0115                         *CURRENT SURVEY CONTROL
 EP0115  ___________________________________________________________________
 EP0115* NAD 83(1986)-  34 26 11.     (N)    104 48 12.     (W)     SCALED    
 EP0115* NAVD 88     -      1568.740  (meters)    5146.77   (feet)  ADJUSTED  
 EP0115  ___________________________________________________________________
 EP0115  GEOID HEIGHT-         -22.63  (meters)                     GEOID03
 EP0115  DYNAMIC HT  -        1566.534 (meters)    5139.54  (feet)  COMP
 EP0115  MODELED GRAV-     979,174.2   (mgal)                       NAVD 88
 EP0115
 EP0115  VERT ORDER  -  FIRST     CLASS II
 EP0115
 EP0115.The horizontal coordinates were scaled from a topographic map and have
 EP0115.an estimated accuracy of +/- 6 seconds.
 EP0115
 EP0115.The orthometric height was determined by differential leveling
 EP0115.and adjusted by the National Geodetic Survey in June 1991..
 EP0115
 EP0115.The geoid height was determined by GEOID03.
 EP0115
 EP0115.The dynamic height is computed by dividing the NAVD 88
 EP0115.geopotential number by the normal gravity value computed on the
 EP0115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EP0115.degrees latitude (g = 980.6199 gals.).
 EP0115
 EP0115.The modeled gravity was interpolated from observed gravity values.
 EP0115
 EP0115;                    North         East    Units  Estimated Accuracy
 EP0115;SPC NM E     -   381,160.      121,810.      MT  (+/- 180 meters Scaled)
 EP0115
 EP0115                          SUPERSEDED SURVEY CONTROL
 EP0115
 EP0115  NGVD 29 (??/??/92) 1567.997  (m)         5144.34   (f) ADJ UNCH    1 2
 EP0115
 EP0115.Superseded values are not recommended for survey control.
 EP0115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EP0115.See file dsdata.txt to determine how the superseded data were derived.
 EP0115
 EP0115_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEU180105(NAD 83)
 EP0115_MARKER: DB = BENCH MARK DISK
 EP0115_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EP0115_SP_SET: ABUTMENT
 EP0115_STAMPING: C 158 1958
 EP0115_MARK LOGO: CGS   
 EP0115_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EP0115
 EP0115  HISTORY     - Date     Condition        Report By
 EP0115  HISTORY     - 1958     MONUMENTED       CGS
 EP0115  HISTORY     - 1983     GOOD             NGS
 EP0115
 EP0115                          STATION DESCRIPTION
 EP0115
 EP0115'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 EP0115'12.85 MI W FROM YESO.
 EP0115'ABOUT 12.85 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 EP0115'FROM THE STATION AT YESO, IN THE TOP OF THE SOUTH END OF THE WEST
 EP0115'CONCRETE ABUTMENT OF THE BRIDGE, ABOUT 0.25 MILE SOUTHEAST OF MILE
 EP0115'POST 757, 7 FEET SOUTH OF THE NEAR RAIL, AND ABOUT 2 FEET BELOW THE
 EP0115'LEVEL OF THE TRACK.
 EP0115
 EP0115                          STATION RECOVERY (1983)
 EP0115
 EP0115'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 EP0115'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0058 ***********************************************************************
 GN0058  DESIGNATION -  C 158
 GN0058  PID         -  GN0058
 GN0058  STATE/COUNTY-  NM/RIO ARRIBA
 GN0058  USGS QUAD   -  MULE CANYON (1995)
 GN0058
 GN0058                         *CURRENT SURVEY CONTROL
 GN0058  ___________________________________________________________________
 GN0058* NAD 83(1986)-  36 38 45.     (N)    106 02 50.     (W)     SCALED    
 GN0058* NAVD 88     -      2581.613  (meters)    8469.84   (feet)  ADJUSTED  
 GN0058  ___________________________________________________________________
 GN0058  GEOID HEIGHT-         -16.95  (meters)                     GEOID03
 GN0058  DYNAMIC HT  -        2577.944 (meters)    8457.80  (feet)  COMP
 GN0058  MODELED GRAV-     979,116.6   (mgal)                       NAVD 88
 GN0058
 GN0058  VERT ORDER  -  SECOND    CLASS 0
 GN0058
 GN0058.The horizontal coordinates were scaled from a topographic map and have
 GN0058.an estimated accuracy of +/- 6 seconds.
 GN0058
 GN0058.The orthometric height was determined by differential leveling
 GN0058.and adjusted by the National Geodetic Survey in June 1991..
 GN0058
 GN0058.The geoid height was determined by GEOID03.
 GN0058
 GN0058.The dynamic height is computed by dividing the NAVD 88
 GN0058.geopotential number by the normal gravity value computed on the
 GN0058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GN0058.degrees latitude (g = 980.6199 gals.).
 GN0058
 GN0058.The modeled gravity was interpolated from observed gravity values.
 GN0058
 GN0058;                    North         East    Units  Estimated Accuracy
 GN0058;SPC NM C     -   626,190.      518,130.      MT  (+/- 180 meters Scaled)
 GN0058
 GN0058                          SUPERSEDED SURVEY CONTROL
 GN0058
 GN0058  NGVD 29 (??/??/92) 2580.272  (m)         8465.44   (f) ADJ UNCH    2 0
 GN0058
 GN0058.Superseded values are not recommended for survey control.
 GN0058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0058.See file dsdata.txt to determine how the superseded data were derived.
 GN0058
 GN0058_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDA063560(NAD 83)
 GN0058_MARKER: DD = SURVEY DISK
 GN0058_SETTING: 66 = SET IN ROCK OUTCROP
 GN0058_SP_SET: SET IN ROCK OUTCROP
 GN0058_STAMPING: C 158 1935
 GN0058_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GN0058+STABILITY: POSITION/ELEVATION WELL
 GN0058
 GN0058  HISTORY     - Date     Condition        Report By
 GN0058  HISTORY     - 1935     MONUMENTED       USFS
 GN0058  HISTORY     - 1940     GOOD             NGS
 GN0058
 GN0058                          STATION DESCRIPTION
 GN0058
 GN0058'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 GN0058'6.0 MI W FROM TRES PIEDRAS.
 GN0058'6.0 MILES WEST OF THE RAILROAD STATION IN TRES PIEDRAS TO REACH FROM
 GN0058'THE DENVER AND RIO GRANDE WESTERN RAILROAD STATION IN TRES PIEDRAS,
 GN0058'PROCEED WEST ON GRAVELED ROAD, GO 0.2 MILES.  TURN RIGHT (NORTH) ONTO
 GN0058'STATE HIGHWAY NO. 74, GO 0.3 MILE.  TURN LEFT (WEST) ONTO GRADED ROAD
 GN0058'LEADING TOWARDS TUSAS, GO 5.5 MILES.  BENCH MARK IS 100 FEET WEST OF A
 GN0058'CONCRETE ROAD CULVERT.  20 FEET NORTH OF THE CENTER LINE OF THE ROAD.
 GN0058'10 FEET ABOVE LEVEL OF THE ROAD.  SET FLUSH AND HORIZONTALLY IN ROCK
 GN0058'OUTCROP WHICH PROJECTS 2.0 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0063 ***********************************************************************
 EP0063  DESIGNATION -  C 159
 EP0063  PID         -  EP0063
 EP0063  STATE/COUNTY-  NM/DE BACA
 EP0063  USGS QUAD   -  FORT SUMNER WEST (1965)
 EP0063
 EP0063                         *CURRENT SURVEY CONTROL
 EP0063  ___________________________________________________________________
 EP0063* NAD 83(1986)-  34 22 36.     (N)    104 20 54.     (W)     SCALED    
 EP0063* NAVD 88     -      1335.137  (meters)    4380.36   (feet)  ADJUSTED  
 EP0063  ___________________________________________________________________
 EP0063  GEOID HEIGHT-         -23.58  (meters)                     GEOID03
 EP0063  DYNAMIC HT  -        1333.338 (meters)    4374.46  (feet)  COMP
 EP0063  MODELED GRAV-     979,242.3   (mgal)                       NAVD 88
 EP0063
 EP0063  VERT ORDER  -  FIRST     CLASS II
 EP0063
 EP0063.The horizontal coordinates were scaled from a topographic map and have
 EP0063.an estimated accuracy of +/- 6 seconds.
 EP0063
 EP0063.The orthometric height was determined by differential leveling
 EP0063.and adjusted by the National Geodetic Survey in June 1991..
 EP0063
 EP0063.The geoid height was determined by GEOID03.
 EP0063
 EP0063.The dynamic height is computed by dividing the NAVD 88
 EP0063.geopotential number by the normal gravity value computed on the
 EP0063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EP0063.degrees latitude (g = 980.6199 gals.).
 EP0063
 EP0063.The modeled gravity was interpolated from observed gravity values.
 EP0063
 EP0063;                    North         East    Units  Estimated Accuracy
 EP0063;SPC NM E     -   374,440.      163,620.      MT  (+/- 180 meters Scaled)
 EP0063
 EP0063                          SUPERSEDED SURVEY CONTROL
 EP0063
 EP0063  NGVD 29 (??/??/92) 1334.502  (m)         4378.28   (f) ADJ UNCH    1 2
 EP0063
 EP0063.Superseded values are not recommended for survey control.
 EP0063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EP0063.See file dsdata.txt to determine how the superseded data were derived.
 EP0063
 EP0063_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEU599041(NAD 83)
 EP0063_MARKER: DB = BENCH MARK DISK
 EP0063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EP0063_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EP0063_STAMPING: C 159 1958
 EP0063_MARK LOGO: CGS   
 EP0063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EP0063+STABILITY: SURFACE MOTION
 EP0063
 EP0063  HISTORY     - Date     Condition        Report By
 EP0063  HISTORY     - 1958     MONUMENTED       CGS
 EP0063  HISTORY     - 1983     GOOD             NGS
 EP0063
 EP0063                          STATION DESCRIPTION
 EP0063
 EP0063'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 EP0063'11.4 MI SW FROM FORT SUMNER.
 EP0063'ABOUT 11.4 MILES SOUTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 EP0063'RAILWAY FROM THE STATION AT FORT SUMNER, ABOUT 0.2 MILE WEST OF MILE
 EP0063'POST 728, 30 FEET NORTHWEST OF THE EIGHTH TELEPHONE POLE WEST OF MILE
 EP0063'POST 728, 100 FEET NORTH OF THE NEAR RAIL, 94 FEET SOUTH OF THE CENTER
 EP0063'LINE OF A TRACK ROAD, 2 FEET NORTH OF THE RIGHT OF WAY FENCE, 2 1/2
 EP0063'FEET EAST OF A CONCRETE WITNESS POST, ABOUT 8 FEET ABOVE THE LEVEL OF
 EP0063'THE TRACK, AND IN THE TOP OF A CONCRETE POST PROJECTING 9 INCHES.
 EP0063
 EP0063                          STATION RECOVERY (1983)
 EP0063
 EP0063'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 EP0063'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GO0085 ***********************************************************************
 GO0085  DESIGNATION -  C 16
 GO0085  PID         -  GO0085
 GO0085  STATE/COUNTY-  NM/SAN JUAN
 GO0085  USGS QUAD   -  TABLE MESA (1979)
 GO0085
 GO0085                         *CURRENT SURVEY CONTROL
 GO0085  ___________________________________________________________________
 GO0085* NAD 83(1986)-  36 31 19.     (N)    108 43 27.     (W)     SCALED    
 GO0085* NAVD 88     -      1662.597  (meters)    5454.70   (feet)  POSTED    
 GO0085  ___________________________________________________________________
 GO0085  GEOID HEIGHT-         -21.04  (meters)                     GEOID03
 GO0085  DYNAMIC HT  -        1660.520 (meters)    5447.89  (feet)  COMP
 GO0085  MODELED GRAV-     979,326.8   (mgal)                       NAVD 88
 GO0085
 GO0085  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GO0085
 GO0085.The horizontal coordinates were scaled from a topographic map and have
 GO0085.an estimated accuracy of +/- 6 seconds.
 GO0085
 GO0085.The orthometric height was determined by differential leveling
 GO0085.and adjusted by the National Geodetic Survey in 1992..
 GO0085.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GO0085.rate of 0.0 thru 1.0 mm/km.
 GO0085
 GO0085.The geoid height was determined by GEOID03.
 GO0085
 GO0085.The dynamic height is computed by dividing the NAVD 88
 GO0085.geopotential number by the normal gravity value computed on the
 GO0085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GO0085.degrees latitude (g = 980.6199 gals.).
 GO0085
 GO0085.The modeled gravity was interpolated from observed gravity values.
 GO0085
 GO0085;                    North         East    Units  Estimated Accuracy
 GO0085;SPC NM W     -   612,800.      750,220.      MT  (+/- 180 meters Scaled)
 GO0085
 GO0085                          SUPERSEDED SURVEY CONTROL
 GO0085
 GO0085.No superseded survey control is available for this station.
 GO0085
 GO0085_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYF037442(NAD 83)
 GO0085_MARKER: DB = BENCH MARK DISK
 GO0085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GO0085_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GO0085_STAMPING: 5451.692 C 16 1927
 GO0085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GO0085+STABILITY: SURFACE MOTION
 GO0085
 GO0085  HISTORY     - Date     Condition        Report By
 GO0085  HISTORY     - 1927     MONUMENTED       CGS
 GO0085  HISTORY     - 1965     GOOD             USGS
 GO0085  HISTORY     - 1984     MARK NOT FOUND   NGS
 GO0085
 GO0085                          STATION DESCRIPTION
 GO0085
 GO0085'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 GO0085'18.7 MI S FROM SHIPROCK.
 GO0085'ABOUT 18.7 MILES SOUTH ALONG US HIGHWAY 666 FROM THE OFFICE OF THE
 GO0085'SHIPROCK AGENCY AT SHIPROCK, SAN JUAN COUNTY, ABOUT 16.4 MILES NORTH
 GO0085'OF THE NEWCOMBS STORE AT NEWCOMB, ABOUT 1/2 MILE NORTHEAST OF A TURN
 GO0085'IN THE HIGHWAY, 67 FEET NORTH AND 41 FT WEST FROM THE JUNCTION OF A
 GO0085'SIDE ROAD LEADING TO A HOUSE, 41 FT. WEST OF THE CENTERLINE OF THE
 GO0085'HIGHWAY.  A STANDARD DISK, STAMPED 5451.692 C 16 1927 AND SET IN THE
 GO0085'TOP OF A CONCRETE POST.
 GO0085
 GO0085                          STATION RECOVERY (1984)
 GO0085
 GO0085'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GO0085'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0458 ***********************************************************************
 EO0458  DESIGNATION -  C 160
 EO0458  PID         -  EO0458
 EO0458  STATE/COUNTY-  NM/ROOSEVELT
 EO0458  USGS QUAD   -  TOLAR (1987)
 EO0458
 EO0458                         *CURRENT SURVEY CONTROL
 EO0458  ___________________________________________________________________
 EO0458* NAD 83(1986)-  34 27 01.     (N)    103 56 32.     (W)     SCALED    
 EO0458* NAVD 88     -      1283.760  (meters)    4211.80   (feet)  ADJUSTED  
 EO0458  ___________________________________________________________________
 EO0458  GEOID HEIGHT-         -23.46  (meters)                     GEOID03
 EO0458  DYNAMIC HT  -        1282.068 (meters)    4206.25  (feet)  COMP
 EO0458  MODELED GRAV-     979,273.1   (mgal)                       NAVD 88
 EO0458
 EO0458  VERT ORDER  -  FIRST     CLASS II
 EO0458
 EO0458.The horizontal coordinates were scaled from a topographic map and have
 EO0458.an estimated accuracy of +/- 6 seconds.
 EO0458
 EO0458.The orthometric height was determined by differential leveling
 EO0458.and adjusted by the National Geodetic Survey in June 1991..
 EO0458
 EO0458.The geoid height was determined by GEOID03.
 EO0458
 EO0458.The dynamic height is computed by dividing the NAVD 88
 EO0458.geopotential number by the normal gravity value computed on the
 EO0458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0458.degrees latitude (g = 980.6199 gals.).
 EO0458
 EO0458.The modeled gravity was interpolated from observed gravity values.
 EO0458
 EO0458;                    North         East    Units  Estimated Accuracy
 EO0458;SPC NM E     -   382,670.      200,940.      MT  (+/- 180 meters Scaled)
 EO0458
 EO0458                          SUPERSEDED SURVEY CONTROL
 EO0458
 EO0458  NGVD 29 (??/??/92) 1283.182  (m)         4209.91   (f) ADJ UNCH    1 2
 EO0458
 EO0458.Superseded values are not recommended for survey control.
 EO0458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0458.See file dsdata.txt to determine how the superseded data were derived.
 EO0458
 EO0458_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEU971125(NAD 83)
 EO0458_MARKER: DB = BENCH MARK DISK
 EO0458_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EO0458_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EO0458_STAMPING: C 160 1958
 EO0458_MARK LOGO: CGS   
 EO0458_PROJECTION: PROJECTING 5 CENTIMETERS
 EO0458_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EO0458+STABILITY: SURFACE MOTION
 EO0458
 EO0458  HISTORY     - Date     Condition        Report By
 EO0458  HISTORY     - 1958     MONUMENTED       CGS
 EO0458  HISTORY     - 1982     GOOD             NGS
 EO0458
 EO0458                          STATION DESCRIPTION
 EO0458
 EO0458'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 EO0458'17.8 MI E FROM FORT SUMNER.
 EO0458'ABOUT 17.8 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 EO0458'FROM THE STATION AT FORT SUMNER, 106 FEET NORTH OF MILE POST 699, 114
 EO0458'FEET NORTH OF THE NEAR RAIL OF THE MAIN TRACK, 125 FEET SOUTH OF THE
 EO0458'CENTER LINE OF THE HIGHWAY, 36 FEET NORTHEAST OF A TELEPHONE POLE, 85
 EO0458'FEET SOUTHWEST OF A POWER POLE, 2 FEET WEST OF A METAL WITNESS POST,
 EO0458'ABOUT 4 FEET BELOW THE LEVEL OF THE TRACK, AND IN THE TOP OF A
 EO0458'CONCRETE POST PROJECTING 6 INCHES.
 EO0458
 EO0458                          STATION RECOVERY (1982)
 EO0458
 EO0458'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 EO0458'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  0.6 KM (0.35
 EO0458'MI) NORTH ALONG U.S. HIGHWAY 84 FROM ITS JUNCTION WITH U.S. HIGHWAY
 EO0458'60 IN FORT SUMNER, THENCE 28.8 KM (17.9 MI) EASTERLY ALONG THE SANTA
 EO0458'FE RAILROAD, 38.1 METERS (125.0 FT) SOUTH OF THE CENTERLINE OF U.S.
 EO0458'HIGHWAY 60, 34.7 METERS (113.8 FT) NORTH OF THE NEAR RAIL, 32.3 METERS
 EO0458'(106.0 FT) NORTH OF MILEPOST 699, 26.0 METERS (85.3 FT) SOUTHWEST OF A
 EO0458'UTILITY POLE AND 11.1 METERS (36.4 FT) NORTHEAST OF A UTILITY POLE.
 EO0458'THE MARK IS 0.8 METERS  W FROM A WITNESS POST.
 EO0458'THE MARK IS 1.2 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0356 ***********************************************************************
 EP0356  DESIGNATION -  C 161
 EP0356  PID         -  EP0356
 EP0356  STATE/COUNTY-  NM/TORRANCE
 EP0356  USGS QUAD   -  NEGRA (1978)
 EP0356
 EP0356                         *CURRENT SURVEY CONTROL
 EP0356  ___________________________________________________________________
 EP0356* NAD 83(1986)-  34 39 40.     (N)    105 33 18.     (W)     SCALED    
 EP0356* NAVD 88     -      1897.496  (meters)    6225.37   (feet)  ADJUSTED  
 EP0356  ___________________________________________________________________
 EP0356  GEOID HEIGHT-         -19.78  (meters)                     GEOID03
 EP0356  DYNAMIC HT  -        1894.829 (meters)    6216.62  (feet)  COMP
 EP0356  MODELED GRAV-     979,160.8   (mgal)                       NAVD 88
 EP0356
 EP0356  VERT ORDER  -  FIRST     CLASS II
 EP0356
 EP0356.The horizontal coordinates were scaled from a topographic map and have
 EP0356.an estimated accuracy of +/- 6 seconds.
 EP0356
 EP0356.The orthometric height was determined by differential leveling
 EP0356.and adjusted by the National Geodetic Survey in June 1991..
 EP0356
 EP0356.The geoid height was determined by GEOID03.
 EP0356
 EP0356.The dynamic height is computed by dividing the NAVD 88
 EP0356.geopotential number by the normal gravity value computed on the
 EP0356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EP0356.degrees latitude (g = 980.6199 gals.).
 EP0356
 EP0356.The modeled gravity was interpolated from observed gravity values.
 EP0356
 EP0356;                    North         East    Units  Estimated Accuracy
 EP0356;SPC NM C     -   406,200.      563,700.      MT  (+/- 180 meters Scaled)
 EP0356
 EP0356                          SUPERSEDED SURVEY CONTROL
 EP0356
 EP0356  NGVD 29 (??/??/92) 1896.701  (m)         6222.76   (f) ADJ UNCH    1 2
 EP0356
 EP0356.Superseded values are not recommended for survey control.
 EP0356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EP0356.See file dsdata.txt to determine how the superseded data were derived.
 EP0356
 EP0356_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDU491356(NAD 83)
 EP0356_MARKER: DB = BENCH MARK DISK
 EP0356_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EP0356_SP_SET: CULVERT
 EP0356_STAMPING: C 161 1958
 EP0356_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EP0356
 EP0356  HISTORY     - Date     Condition        Report By
 EP0356  HISTORY     - 1958     MONUMENTED       CGS
 EP0356
 EP0356                          STATION DESCRIPTION
 EP0356
 EP0356'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 EP0356'5.9 MI W FROM ENCINO.
 EP0356'ABOUT 5.9 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 EP0356'FROM THE STATION AT ENCINO, 13 1/2 POLES EAST OF MILEPOST 810, IN THE
 EP0356'TOP OF THE WEST END OF THE SOUTH CONCRETE HEAD WALL OF A TRIPLE 4-FOOT
 EP0356'TUBE CULVERT, 27 FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK, AND
 EP0356'ABOUT 3 FEET BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0571 ***********************************************************************
 GL0571  DESIGNATION -  C 166
 GL0571  PID         -  GL0571
 GL0571  STATE/COUNTY-  NM/UNION
 GL0571  USGS QUAD   -  WEDDING CAKE BUTTE (1972)
 GL0571
 GL0571                         *CURRENT SURVEY CONTROL
 GL0571  ___________________________________________________________________
 GL0571* NAD 83(1986)-  36 58 36.     (N)    103 12 33.     (W)     SCALED    
 GL0571* NAVD 88     -      1405.823  (meters)    4612.27   (feet)  ADJUSTED  
 GL0571  ___________________________________________________________________
 GL0571  GEOID HEIGHT-         -21.67  (meters)                     GEOID03
 GL0571  DYNAMIC HT  -        1404.240 (meters)    4607.08  (feet)  COMP
 GL0571  MODELED GRAV-     979,456.1   (mgal)                       NAVD 88
 GL0571
 GL0571  VERT ORDER  -  SECOND    CLASS 0
 GL0571
 GL0571.The horizontal coordinates were scaled from a topographic map and have
 GL0571.an estimated accuracy of +/- 6 seconds.
 GL0571
 GL0571.The orthometric height was determined by differential leveling
 GL0571.and adjusted by the National Geodetic Survey in June 1991..
 GL0571
 GL0571.The geoid height was determined by GEOID03.
 GL0571
 GL0571.The dynamic height is computed by dividing the NAVD 88
 GL0571.geopotential number by the normal gravity value computed on the
 GL0571.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0571.degrees latitude (g = 980.6199 gals.).
 GL0571
 GL0571.The modeled gravity was interpolated from observed gravity values.
 GL0571
 GL0571;                    North         East    Units  Estimated Accuracy
 GL0571;SPC NM E     -   663,480.      265,090.      MT  (+/- 180 meters Scaled)
 GL0571
 GL0571                          SUPERSEDED SURVEY CONTROL
 GL0571
 GL0571  NGVD 29 (??/??/92) 1405.068  (m)         4609.79   (f) ADJ UNCH    2 0
 GL0571
 GL0571.Superseded values are not recommended for survey control.
 GL0571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0571.See file dsdata.txt to determine how the superseded data were derived.
 GL0571
 GL0571_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA593937(NAD 83)
 GL0571_MARKER: DB = BENCH MARK DISK
 GL0571_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0571_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0571_STAMPING: C 166 1935
 GL0571_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0571+STABILITY: SURFACE MOTION
 GL0571
 GL0571  HISTORY     - Date     Condition        Report By
 GL0571  HISTORY     - 1935     MONUMENTED       CGS
 GL0571  HISTORY     - 1939     GOOD             NGS
 GL0571
 GL0571                          STATION DESCRIPTION
 GL0571
 GL0571'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GL0571'15.5 MI W FROM KENTON, OK.
 GL0571'15.5 MI. W. OF ALONG U.S. HWY. NO. 64 ABOUT 200 YDS. W. OF A CUT
 GL0571'THROUGH A POINT OF BATTLESHIP MOUNTIAN, 30 FT. N. OF A HWY. SIGN
 GL0571'WINDING ROAD, AND 60 FT. N. OF THE CENTER LINE OF THE ROAD.
 GL0571
 GL0571                          STATION RECOVERY (1939)
 GL0571
 GL0571'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1939
 GL0571'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0050 ***********************************************************************
 DT0050  DESIGNATION -  C 167
 DT0050  PID         -  DT0050
 DT0050  STATE/COUNTY-  NM/CATRON
 DT0050  USGS QUAD   -  TULAROSA CANYON (1981)
 DT0050
 DT0050                         *CURRENT SURVEY CONTROL
 DT0050  ___________________________________________________________________
 DT0050* NAD 83(1986)-  33 57 48.     (N)    108 23 38.     (W)     SCALED    
 DT0050* NAVD 88     -      2343.325  (meters)    7688.06   (feet)  ADJUSTED  
 DT0050  ___________________________________________________________________
 DT0050  GEOID HEIGHT-         -21.77  (meters)                     GEOID03
 DT0050  DYNAMIC HT  -        2339.552 (meters)    7675.68  (feet)  COMP
 DT0050  MODELED GRAV-     978,942.0   (mgal)                       NAVD 88
 DT0050
 DT0050  VERT ORDER  -  SECOND    CLASS 0
 DT0050
 DT0050.The horizontal coordinates were scaled from a topographic map and have
 DT0050.an estimated accuracy of +/- 6 seconds.
 DT0050
 DT0050.The orthometric height was determined by differential leveling
 DT0050.and adjusted by the National Geodetic Survey in June 1991..
 DT0050
 DT0050.The geoid height was determined by GEOID03.
 DT0050
 DT0050.The dynamic height is computed by dividing the NAVD 88
 DT0050.geopotential number by the normal gravity value computed on the
 DT0050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0050.degrees latitude (g = 980.6199 gals.).
 DT0050
 DT0050.The modeled gravity was interpolated from observed gravity values.
 DT0050
 DT0050;                    North         East    Units  Estimated Accuracy
 DT0050;SPC NM W     -   328,730.      778,200.      MT  (+/- 180 meters Scaled)
 DT0050
 DT0050                          SUPERSEDED SURVEY CONTROL
 DT0050
 DT0050  NGVD 29 (??/??/92) 2342.269  (m)         7684.59   (f) ADJ UNCH    2 0
 DT0050
 DT0050.Superseded values are not recommended for survey control.
 DT0050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0050.See file dsdata.txt to determine how the superseded data were derived.
 DT0050
 DT0050_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYC408611(NAD 83)
 DT0050_MARKER: DB = BENCH MARK DISK
 DT0050_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 DT0050_SP_SET: UNSPECIFIED ROCK
 DT0050_STAMPING: C 167 1935
 DT0050_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DT0050
 DT0050  HISTORY     - Date     Condition        Report By
 DT0050  HISTORY     - 1935     MONUMENTED       CGS
 DT0050
 DT0050                          STATION DESCRIPTION
 DT0050
 DT0050'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DT0050'8.2 MI E FROM ARAGON.
 DT0050'8.2 MI. E. ALONG STATE NO. 12, THENCE N. 3.0 MI. ALONG ROAD TO MANGAS.
 DT0050'ABOUT 36 FT. N.W. OF THE CENTER LINE OF THE ROAD, ON A N.W. SLOPE AND
 DT0050'SET ON ROCK ABOUT 1 FT. HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0103 ***********************************************************************
 ER0103  DESIGNATION -  C 168
 ER0103  PID         -  ER0103
 ER0103  STATE/COUNTY-  NM/CATRON
 ER0103  USGS QUAD   -  LARGO MESA (1981)
 ER0103
 ER0103                         *CURRENT SURVEY CONTROL
 ER0103  ___________________________________________________________________
 ER0103* NAD 83(1986)-  34 08 37.     (N)    108 30 26.     (W)     SCALED    
 ER0103* NAVD 88     -      2305.105  (meters)    7562.67   (feet)  ADJUSTED  
 ER0103  ___________________________________________________________________
 ER0103  GEOID HEIGHT-         -21.53  (meters)                     GEOID03
 ER0103  DYNAMIC HT  -        2301.462 (meters)    7550.71  (feet)  COMP
 ER0103  MODELED GRAV-     978,972.4   (mgal)                       NAVD 88
 ER0103
 ER0103  VERT ORDER  -  SECOND    CLASS 0
 ER0103
 ER0103.The horizontal coordinates were scaled from a topographic map and have
 ER0103.an estimated accuracy of +/- 6 seconds.
 ER0103
 ER0103.The orthometric height was determined by differential leveling
 ER0103.and adjusted by the National Geodetic Survey in June 1991..
 ER0103
 ER0103.The geoid height was determined by GEOID03.
 ER0103
 ER0103.The dynamic height is computed by dividing the NAVD 88
 ER0103.geopotential number by the normal gravity value computed on the
 ER0103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0103.degrees latitude (g = 980.6199 gals.).
 ER0103
 ER0103.The modeled gravity was interpolated from observed gravity values.
 ER0103
 ER0103;                    North         East    Units  Estimated Accuracy
 ER0103;SPC NM W     -   348,790.      767,850.      MT  (+/- 180 meters Scaled)
 ER0103
 ER0103                          SUPERSEDED SURVEY CONTROL
 ER0103
 ER0103  NGVD 29 (??/??/92) 2304.077  (m)         7559.29   (f) ADJ UNCH    2 0
 ER0103
 ER0103.Superseded values are not recommended for survey control.
 ER0103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0103.See file dsdata.txt to determine how the superseded data were derived.
 ER0103
 ER0103_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYC298808(NAD 83)
 ER0103_MARKER: DB = BENCH MARK DISK
 ER0103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ER0103_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ER0103_STAMPING: C 168 1935
 ER0103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0103+STABILITY: SURFACE MOTION
 ER0103
 ER0103  HISTORY     - Date     Condition        Report By
 ER0103  HISTORY     - 1935     MONUMENTED       CGS
 ER0103  HISTORY     - 1977     GOOD             USGS
 ER0103
 ER0103                          STATION DESCRIPTION
 ER0103
 ER0103'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 ER0103'12.5 MI NW FROM MANGAS RANGER STA.
 ER0103'12.5 MI. N.W. ALONG CASTLE ROCK ROAD.  AT A FENCE LINE, ABOUT 18 FT.
 ER0103'N. OF THE CENTER LINE OF THE ROAD, 90 FT. S. OF A FENCE CORNER, AND 12
 ER0103'FT. N. OF THE N. GATE POST.
 ER0103
 ER0103                          STATION RECOVERY (1977)
 ER0103
 ER0103'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 ER0103'U.S. POST OFFICE, QUEMADO, NEW MEXICO - 0.5 MILES WEST ON U.S. HWY.
 ER0103'60 TO JUNC. WITH STATE HWY. 32, THEN 14.0 MILES SOUTH ALONG NEW
 ER0103'MEXICO STATE HWY. 32 TO ROAD JUNC. SOUTHEAST TO QUEMADO LAKE, THEN
 ER0103'1.9 MILE SOUTHEAST TO RD-JUNC EAST, THEN 1.0 ILE NORTHEAST AND THEN
 ER0103'SOUTHEAST TO COUNTRY STORE AT CREST, THEN 0.15 MILE TO RD-JUNC.
 ER0103'SOUTH, THEN 0.05 MILE SOUTHWEST TO RD-JUNC. NORTH, 30 FT. WEST OF
 ER0103'RD-JUNC NORTH, 12 FT. NORTH OF C/L, 1 FOOT EAST OF FENCE, ABOUT 2.5
 ER0103'FEET ABOVE ROAD, STD. TABLET SET IN CONC. POST PROJ 0.1 FOOT-TABLET
 ER0103'STAMPED C 168 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GO0061 ***********************************************************************
 GO0061  DESIGNATION -  C 17
 GO0061  PID         -  GO0061
 GO0061  STATE/COUNTY-  NM/SAN JUAN
 GO0061  USGS QUAD   -  THE PILLAR (1978)
 GO0061
 GO0061                         *CURRENT SURVEY CONTROL
 GO0061  ___________________________________________________________________
 GO0061* NAD 83(1986)-  36 28 27.     (N)    108 15 03.     (W)     SCALED    
 GO0061* NAVD 88     -      2001.640  (meters)    6567.05   (feet)  POSTED    
 GO0061  ___________________________________________________________________
 GO0061  GEOID HEIGHT-         -21.25  (meters)                     GEOID03
 GO0061  DYNAMIC HT  -        1998.990 (meters)    6558.35  (feet)  COMP
 GO0061  MODELED GRAV-     979,234.8   (mgal)                       NAVD 88
 GO0061
 GO0061  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GO0061
 GO0061.The horizontal coordinates were scaled from a topographic map and have
 GO0061.an estimated accuracy of +/- 6 seconds.
 GO0061
 GO0061.The orthometric height was determined by differential leveling
 GO0061.and adjusted by the National Geodetic Survey in 1992..
 GO0061.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GO0061.rate of 0.0 thru 1.0 mm/km.
 GO0061
 GO0061.The geoid height was determined by GEOID03.
 GO0061
 GO0061.The dynamic height is computed by dividing the NAVD 88
 GO0061.geopotential number by the normal gravity value computed on the
 GO0061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GO0061.degrees latitude (g = 980.6199 gals.).
 GO0061
 GO0061.The modeled gravity was interpolated from observed gravity values.
 GO0061
 GO0061;                    North         East    Units  Estimated Accuracy
 GO0061;SPC NM W     -   607,210.      792,590.      MT  (+/- 180 meters Scaled)
 GO0061
 GO0061                          SUPERSEDED SURVEY CONTROL
 GO0061
 GO0061  NGVD 29 (??/??/92) 2000.555  (m)         6563.49   (f) ADJ UNCH    3 0
 GO0061
 GO0061.Superseded values are not recommended for survey control.
 GO0061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GO0061.See file dsdata.txt to determine how the superseded data were derived.
 GO0061
 GO0061_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYF463400(NAD 83)
 GO0061_MARKER: DB = BENCH MARK DISK
 GO0061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GO0061_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GO0061_STAMPING: C 17 1927
 GO0061_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GO0061+STABILITY: SURFACE MOTION
 GO0061
 GO0061  HISTORY     - Date     Condition        Report By
 GO0061  HISTORY     - 1927     MONUMENTED       CGS
 GO0061  HISTORY     - 1966     GOOD             USGS
 GO0061
 GO0061                          STATION DESCRIPTION
 GO0061
 GO0061'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 GO0061'18.4 MI S FROM FARMINGTON.
 GO0061'FARMINGTON.  JCT. STATE HWYS. 17 AND 371.  18.4 MILES SOUTH ALONG THE
 GO0061'MAIN ROAD LEADING TO THE BISTI TRADING POST.  ABOUT 180 FEET NORTH OF
 GO0061'THE PIPE AT THE 1/4 CORNER OF SECTIONS 19 AND 20, T. 26 N., R. 13 W.,
 GO0061'AND 80 FEET EAST OF FENCE ON THE SECTION LINE.  STANDARD TABLET
 GO0061'STAMPED C 17 1927.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0353 ***********************************************************************
 GN0353  DESIGNATION -  C 18
 GN0353  PID         -  GN0353
 GN0353  STATE/COUNTY-  NM/SAN JUAN
 GN0353  USGS QUAD   -  CEDAR HILL (1985)
 GN0353
 GN0353                         *CURRENT SURVEY CONTROL
 GN0353  ___________________________________________________________________
 GN0353* NAD 83(1986)-  36 54 14.     (N)    107 54 42.     (W)     SCALED    
 GN0353* NAVD 88     -      1767.881  (meters)    5800.12   (feet)  POSTED    
 GN0353  ___________________________________________________________________
 GN0353  GEOID HEIGHT-         -20.57  (meters)                     GEOID03
 GN0353  DYNAMIC HT  -        1765.650 (meters)    5792.80  (feet)  COMP
 GN0353  MODELED GRAV-     979,309.3   (mgal)                       NAVD 88
 GN0353
 GN0353  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 GN0353
 GN0353.The horizontal coordinates were scaled from a topographic map and have
 GN0353.an estimated accuracy of +/- 6 seconds.
 GN0353
 GN0353.The orthometric height was determined by differential leveling
 GN0353.and adjusted by the National Geodetic Survey in 1992..
 GN0353.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 GN0353.rate of 2.1 thru 3.0 mm/km.
 GN0353
 GN0353.The geoid height was determined by GEOID03.
 GN0353
 GN0353.The dynamic height is computed by dividing the NAVD 88
 GN0353.geopotential number by the normal gravity value computed on the
 GN0353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GN0353.degrees latitude (g = 980.6199 gals.).
 GN0353
 GN0353.The modeled gravity was interpolated from observed gravity values.
 GN0353
 GN0353;                    North         East    Units  Estimated Accuracy
 GN0353;SPC NM W     -   654,820.      823,020.      MT  (+/- 180 meters Scaled)
 GN0353
 GN0353                          SUPERSEDED SURVEY CONTROL
 GN0353
 GN0353  NGVD 29 (??/??/92) 1766.820  (m)         5796.64   (f) ADJ UNCH    1 2
 GN0353
 GN0353.Superseded values are not recommended for survey control.
 GN0353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0353.See file dsdata.txt to determine how the superseded data were derived.
 GN0353
 GN0353_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBA405881(NAD 83)
 GN0353_MARKER: DB = BENCH MARK DISK
 GN0353_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 GN0353_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GN0353
 GN0353  HISTORY     - Date     Condition        Report By
 GN0353  HISTORY     - UNK      MONUMENTED       CGS
 GN0353  HISTORY     - 1956     GOOD
 GN0353  HISTORY     - 1981     GOOD
 GN0353
 GN0353                          STATION DESCRIPTION
 GN0353
 GN0353'DESCRIBED 1956
 GN0353'7.5 MI NE FROM AZTEC.
 GN0353'7.5 MILES NORTHEAST OF AZTEC, 3 TELEGRAPH POLES NORTHEAST OF BRIDGE
 GN0353'474.76, EAST ON THE D AND RGW RR, BETWEEN THE TRACK AND HY 550 IN THE
 GN0353'LOWER OF THE TWO MOST PROMINENT SANDSTONE BOULDERS IN THE AREA, A
 GN0353'STANDARD DISK SET IN ROCK.
 GN0353
 GN0353                          STATION RECOVERY (1981)
 GN0353
 GN0353'RECOVERED 1981
 GN0353'FROM THE JUNCTION OF US HWY 550 AND STATE HWY 44 IN AZTEC, 7.4 MILES
 GN0353'NORTH ALONG NORTH ALONG US HWY 550, THENCE 107 FT. EAST OF CENTERLINE
 GN0353'TO A LARGE BOULDER ON THE WEST SIDE OF AN OLD RAILROAD GRADE. A
 GN0353'STANDARD TABLET SET IN TOP OF A LARGE BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0004 ***********************************************************************
 FN0004  DESIGNATION -  C 19
 FN0004  PID         -  FN0004
 FN0004  STATE/COUNTY-  NM/HARDING
 FN0004  USGS QUAD   -  KANSAS VALLEY LAKE (1974)
 FN0004
 FN0004                         *CURRENT SURVEY CONTROL
 FN0004  ___________________________________________________________________
 FN0004* NAD 83(1986)-  35 52 31.     (N)    104 06 04.     (W)     SCALED    
 FN0004* NAVD 88     -      1731.650  (meters)    5681.26   (feet)  ADJUSTED  
 FN0004  ___________________________________________________________________
 FN0004  GEOID HEIGHT-         -20.18  (meters)                     GEOID03
 FN0004  DYNAMIC HT  -        1729.450 (meters)    5674.04  (feet)  COMP
 FN0004  MODELED GRAV-     979,300.8   (mgal)                       NAVD 88
 FN0004
 FN0004  VERT ORDER  -  SECOND    CLASS 0
 FN0004
 FN0004.The horizontal coordinates were scaled from a topographic map and have
 FN0004.an estimated accuracy of +/- 6 seconds.
 FN0004
 FN0004.The orthometric height was determined by differential leveling
 FN0004.and adjusted by the National Geodetic Survey in June 1991..
 FN0004
 FN0004.The geoid height was determined by GEOID03.
 FN0004
 FN0004.The dynamic height is computed by dividing the NAVD 88
 FN0004.geopotential number by the normal gravity value computed on the
 FN0004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FN0004.degrees latitude (g = 980.6199 gals.).
 FN0004
 FN0004.The modeled gravity was interpolated from observed gravity values.
 FN0004
 FN0004;                    North         East    Units  Estimated Accuracy
 FN0004;SPC NM E     -   540,710.      185,970.      MT  (+/- 180 meters Scaled)
 FN0004
 FN0004                          SUPERSEDED SURVEY CONTROL
 FN0004
 FN0004  NGVD 29 (??/??/92) 1730.878  (m)         5678.72   (f) ADJ UNCH    2 0
 FN0004
 FN0004.Superseded values are not recommended for survey control.
 FN0004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0004.See file dsdata.txt to determine how the superseded data were derived.
 FN0004
 FN0004_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEV811704(NAD 83)
 FN0004_MARKER: DB = BENCH MARK DISK
 FN0004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FN0004_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FN0004_STAMPING: 5678.722 C 19 1928
 FN0004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FN0004+STABILITY: SURFACE MOTION
 FN0004
 FN0004  HISTORY     - Date     Condition        Report By
 FN0004  HISTORY     - 1928     MONUMENTED       CGS
 FN0004  HISTORY     - 1934     GOOD             NGS
 FN0004  HISTORY     - 1974     MARK NOT FOUND   USGS
 FN0004
 FN0004                          STATION DESCRIPTION
 FN0004
 FN0004'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FN0004'2.0 MI NW FROM SOLANA.
 FN0004'2.0 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 FN0004'SOLANA, HARDING COUNTY, 0.6 MILE NORTHWEST OF MILEPOST 1688, AT A ROAD
 FN0004'CROSSING, 69 FEET EAST OF THE CENTERLINE OF THE TRACK, AND AT A FENCE
 FN0004'ON THE SOUTH SIDE OF THE ROAD.  A STANDARD DISK, STAMPED 5678.722 C 19
 FN0004'1928 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- 1974 REPORT-- ROAD
 FN0004'CROSSING ALIGNMENT HAS BEEN CHANGED AND RR HAS BEEN DISMANTLED.
 FN0004
 FN0004                          STATION RECOVERY (1974)
 FN0004
 FN0004'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 FN0004'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0510 ***********************************************************************
 CW0510  DESIGNATION -  C 193
 CW0510  PID         -  CW0510
 CW0510  STATE/COUNTY-  NM/OTERO
 CW0510  USGS QUAD   -  CLOUDCROFT (1977)
 CW0510
 CW0510                         *CURRENT SURVEY CONTROL
 CW0510  ___________________________________________________________________
 CW0510* NAD 83(1986)-  32 57 29.     (N)    105 44 33.     (W)     SCALED    
 CW0510* NAVD 88     -      2641.283  (meters)    8665.61   (feet)  ADJUSTED  
 CW0510  ___________________________________________________________________
 CW0510  GEOID HEIGHT-         -20.08  (meters)                     GEOID03
 CW0510  DYNAMIC HT  -        2636.857 (meters)    8651.09  (feet)  COMP
 CW0510  MODELED GRAV-     978,864.8   (mgal)                       NAVD 88
 CW0510
 CW0510  VERT ORDER  -  SECOND    CLASS 0
 CW0510
 CW0510.The horizontal coordinates were scaled from a topographic map and have
 CW0510.an estimated accuracy of +/- 6 seconds.
 CW0510
 CW0510.The orthometric height was determined by differential leveling
 CW0510.and adjusted by the National Geodetic Survey in June 1991..
 CW0510
 CW0510.The geoid height was determined by GEOID03.
 CW0510
 CW0510.The dynamic height is computed by dividing the NAVD 88
 CW0510.geopotential number by the normal gravity value computed on the
 CW0510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0510.degrees latitude (g = 980.6199 gals.).
 CW0510
 CW0510.The modeled gravity was interpolated from observed gravity values.
 CW0510
 CW0510;                    North         East    Units  Estimated Accuracy
 CW0510;SPC NM C     -   217,220.      547,450.      MT  (+/- 180 meters Scaled)
 CW0510
 CW0510                          SUPERSEDED SURVEY CONTROL
 CW0510
 CW0510  NGVD 29 (??/??/92) 2640.343  (m)         8662.53   (f) ADJ UNCH    2 0
 CW0510
 CW0510.Superseded values are not recommended for survey control.
 CW0510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0510.See file dsdata.txt to determine how the superseded data were derived.
 CW0510
 CW0510_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDS306468(NAD 83)
 CW0510_MARKER: DB = BENCH MARK DISK
 CW0510_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CW0510_SP_SET: BUILDING
 CW0510_STAMPING: C 193 1939
 CW0510_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CW0510
 CW0510  HISTORY     - Date     Condition        Report By
 CW0510  HISTORY     - 1939     MONUMENTED       CGS
 CW0510  HISTORY     - 1966     GOOD             NGS
 CW0510
 CW0510                          STATION DESCRIPTION
 CW0510
 CW0510'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 CW0510'IN CLOUDCROFT.
 CW0510'ON THE WEST FACE 1.5 FT. SOUTH OF THE NORTHWEST CORNER OF THE BRICK
 CW0510'CLOUDCROFT SCHOOL.  1.0 FT. ABOVE THE CONCRETE WATER TABLE.  SET
 CW0510'VERTICALLY.
 CW0510
 CW0510                          STATION RECOVERY (1966)
 CW0510
 CW0510'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 CW0510'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0384 ***********************************************************************
 EO0384  DESIGNATION -  C 194 RESET
 EO0384  PID         -  EO0384
 EO0384  STATE/COUNTY-  NM/ROOSEVELT
 EO0384  USGS QUAD   -  BETHEL (1985)
 EO0384
 EO0384                         *CURRENT SURVEY CONTROL
 EO0384  ___________________________________________________________________
 EO0384* NAD 83(1986)-  34 07 32.     (N)    103 25 24.     (W)     SCALED    
 EO0384* NAVD 88     -      1255.774  (meters)    4119.99   (feet)  ADJUSTED  
 EO0384  ___________________________________________________________________
 EO0384  GEOID HEIGHT-         -22.78  (meters)                     GEOID03
 EO0384  DYNAMIC HT  -        1254.144 (meters)    4114.64  (feet)  COMP
 EO0384  MODELED GRAV-     979,294.3   (mgal)                       NAVD 88
 EO0384
 EO0384  VERT ORDER  -  FIRST     CLASS II
 EO0384
 EO0384.The horizontal coordinates were scaled from a topographic map and have
 EO0384.an estimated accuracy of +/- 6 seconds.
 EO0384
 EO0384.The orthometric height was determined by differential leveling
 EO0384.and adjusted by the National Geodetic Survey in June 1991..
 EO0384
 EO0384.The geoid height was determined by GEOID03.
 EO0384
 EO0384.The dynamic height is computed by dividing the NAVD 88
 EO0384.geopotential number by the normal gravity value computed on the
 EO0384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0384.degrees latitude (g = 980.6199 gals.).
 EO0384
 EO0384.The modeled gravity was interpolated from observed gravity values.
 EO0384
 EO0384;                    North         East    Units  Estimated Accuracy
 EO0384;SPC NM E     -   346,960.      248,940.      MT  (+/- 180 meters Scaled)
 EO0384
 EO0384                          SUPERSEDED SURVEY CONTROL
 EO0384
 EO0384.No superseded survey control is available for this station.
 EO0384
 EO0384_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFT453772(NAD 83)
 EO0384_MARKER: DB = BENCH MARK DISK
 EO0384_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EO0384_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EO0384_STAMPING: C 194 RESET 1967
 EO0384_MARK LOGO: CGS   
 EO0384_PROJECTION: PROJECTING 10 CENTIMETERS
 EO0384_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EO0384+STABILITY: SURFACE MOTION
 EO0384
 EO0384  HISTORY     - Date     Condition        Report By
 EO0384  HISTORY     - 1967     MONUMENTED       CGS
 EO0384  HISTORY     - 1982     GOOD             NGS
 EO0384
 EO0384                          STATION DESCRIPTION
 EO0384
 EO0384'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 EO0384'6.3 MI SW FROM PORTALES.
 EO0384'TO REACH FROM THE POST OFFICE IN PORTALES, GO SOUTHWEST ON U.S.
 EO0384'HIGHWAY 70 FOR 6.3 MILES TO STATE HIGHWAY 480 ON THE RIGHT AND A
 EO0384'GRAVELED ROAD ON THE LEFT.  CONTINUE SOUTHWEST ON HIGHWAY 70 FOR
 EO0384'APPROXIMATELY 200 FEET TO THE MARK ON THE RIGHT.  THE MARK IS 75 FEET
 EO0384'SOUTHEAST OF THE SOUTH RAIL OF THE RAILROAD TRACKS, 55 FEET NORTHWEST
 EO0384'OF THE CENTER OF HIGHWAY 70, 11 FEET SOUTHWEST OF A TELEPHONE POLE,
 EO0384'AND 2 FEET NORTHEAST OF A METAL WITNESS POST.
 EO0384
 EO0384                          STATION RECOVERY (1982)
 EO0384
 EO0384'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 EO0384'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  10.4 KM (6.45
 EO0384'MI) SOUTHWESTERLY ALONG THE SANTA FE RAILROAD FROM THE RAILROAD
 EO0384'STATION IN PORTALES, 0.2 KM (0.1 MI) SOUTHWEST OF THE INTERSECTION OF
 EO0384'COUNTY ROAD 480, 31.4 METERS (103.0 FT) SOUTH-SOUTHEAST OF MILEPOST
 EO0384'24, 22.9 METERS (75.1 FT) SOUTHEAST OF THE NEAR RAIL, 16.8 METERS
 EO0384'(55.1 FT) NORTHWEST OF THE CENTERLINE OF U.  S.  HIGHWAY 70 AND 3.6
 EO0384'METERS (11.8 FT) SOUTHWEST OF A UTILITY POLE.
 EO0384'THE MARK IS 0.6 METERS  NW FROM A WITNESS POST.
 EO0384'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1188 ***********************************************************************
 GL1188  DESIGNATION -  C 196
 GL1188  PID         -  GL1188
 GL1188  STATE/COUNTY-  NM/UNION
 GL1188  USGS QUAD   -  COBERT MESA SOUTH (1972)
 GL1188
 GL1188                         *CURRENT SURVEY CONTROL
 GL1188  ___________________________________________________________________
 GL1188* NAD 83(1986)-  36 55 54.     (N)    103 34 36.     (W)     SCALED    
 GL1188* NAVD 88     -      1576.700  (meters)    5172.89   (feet)  ADJUSTED  
 GL1188  ___________________________________________________________________
 GL1188  GEOID HEIGHT-         -20.30  (meters)                     GEOID03
 GL1188  DYNAMIC HT  -        1574.805 (meters)    5166.67  (feet)  COMP
 GL1188  MODELED GRAV-     979,374.3   (mgal)                       NAVD 88
 GL1188
 GL1188  VERT ORDER  -  SECOND    CLASS 0
 GL1188
 GL1188.The horizontal coordinates were scaled from a topographic map and have
 GL1188.an estimated accuracy of +/- 6 seconds.
 GL1188
 GL1188.The orthometric height was determined by differential leveling
 GL1188.and adjusted by the National Geodetic Survey in June 1991..
 GL1188
 GL1188.The geoid height was determined by GEOID03.
 GL1188
 GL1188.The dynamic height is computed by dividing the NAVD 88
 GL1188.geopotential number by the normal gravity value computed on the
 GL1188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL1188.degrees latitude (g = 980.6199 gals.).
 GL1188
 GL1188.The modeled gravity was interpolated from observed gravity values.
 GL1188
 GL1188;                    North         East    Units  Estimated Accuracy
 GL1188;SPC NM E     -   658,160.      232,410.      MT  (+/- 180 meters Scaled)
 GL1188
 GL1188                          SUPERSEDED SURVEY CONTROL
 GL1188
 GL1188  NGVD 29 (??/??/92) 1575.793  (m)         5169.91   (f) ADJ UNCH    2 0
 GL1188
 GL1188.Superseded values are not recommended for survey control.
 GL1188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1188.See file dsdata.txt to determine how the superseded data were derived.
 GL1188
 GL1188_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA267882(NAD 83)
 GL1188_MARKER: DB = BENCH MARK DISK
 GL1188_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL1188_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL1188_STAMPING: C 196 1939
 GL1188_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL1188+STABILITY: SURFACE MOTION
 GL1188
 GL1188  HISTORY     - Date     Condition        Report By
 GL1188  HISTORY     - 1939     MONUMENTED       CGS
 GL1188  HISTORY     - 1972     GOOD             USGS
 GL1188
 GL1188                          STATION DESCRIPTION
 GL1188
 GL1188'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 GL1188'24.1 MI E FROM FOLSOM.
 GL1188'ABOUT 24.1 MILES EAST ALONG STATE HIGHWAY 325 FROM FOLSOM, 0.25 MILE
 GL1188'N.E. ALONG HIGHWAY FROM ROAD NORTH, ABOUT 55 YARDS N.E. OF A FENCE
 GL1188'LEADING NORTH, 36 FEET S.E. OF THE CENTERLINE OF THE HIGHWAY, 37 FEET
 GL1188'S.W. OF THE R.O.W. FENCE ANGLE, 6 FEET N.W. OF A FENCE, ON STREAM
 GL1188'BANK, SET IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0115 ***********************************************************************
 FO0115  DESIGNATION -  C 197
 FO0115  PID         -  FO0115
 FO0115  STATE/COUNTY-  NM/RIO ARRIBA
 FO0115  USGS QUAD   -  ESPANOLA (1984)
 FO0115
 FO0115                         *CURRENT SURVEY CONTROL
 FO0115  ___________________________________________________________________
 FO0115* NAD 83(1986)-  35 59 52.     (N)    106 03 46.     (W)     SCALED    
 FO0115* NAVD 88     -      1709.288  (meters)    5607.89   (feet)  ADJUSTED  
 FO0115  ___________________________________________________________________
 FO0115  GEOID HEIGHT-         -19.05  (meters)                     GEOID03
 FO0115  DYNAMIC HT  -        1707.009 (meters)    5600.41  (feet)  COMP
 FO0115  MODELED GRAV-     979,239.9   (mgal)                       NAVD 88
 FO0115
 FO0115  VERT ORDER  -  SECOND    CLASS 0
 FO0115
 FO0115.The horizontal coordinates were scaled from a topographic map and have
 FO0115.an estimated accuracy of +/- 6 seconds.
 FO0115
 FO0115.The orthometric height was determined by differential leveling
 FO0115.and adjusted by the National Geodetic Survey in June 1991..
 FO0115
 FO0115.The geoid height was determined by GEOID03.
 FO0115
 FO0115.The dynamic height is computed by dividing the NAVD 88
 FO0115.geopotential number by the normal gravity value computed on the
 FO0115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0115.degrees latitude (g = 980.6199 gals.).
 FO0115
 FO0115.The modeled gravity was interpolated from observed gravity values.
 FO0115
 FO0115;                    North         East    Units  Estimated Accuracy
 FO0115;SPC NM C     -   554,280.      516,880.      MT  (+/- 180 meters Scaled)
 FO0115
 FO0115                          SUPERSEDED SURVEY CONTROL
 FO0115
 FO0115  NGVD 29 (??/??/92) 1708.295  (m)         5604.63   (f) ADJ UNCH    2 0
 FO0115
 FO0115.Superseded values are not recommended for survey control.
 FO0115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0115.See file dsdata.txt to determine how the superseded data were derived.
 FO0115
 FO0115_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV042842(NAD 83)
 FO0115_MARKER: DB = BENCH MARK DISK
 FO0115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FO0115_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FO0115_STAMPING: C 197 1940
 FO0115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO0115+STABILITY: SURFACE MOTION
 FO0115
 FO0115  HISTORY     - Date     Condition        Report By
 FO0115  HISTORY     - 1940     MONUMENTED       CGS
 FO0115  HISTORY     - 1941     GOOD             NGS
 FO0115
 FO0115                          STATION DESCRIPTION
 FO0115
 FO0115'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 FO0115'1.2 MI NE FROM ESPANOLA.
 FO0115'TO REACH FROM THE POST OFFICE, PROCEED EASTERLY 0.6 MILE ALONG U.S.
 FO0115'HIGHWAY NO. 285, THENCE NORTHERLY 0.6 MILE ALONG U.S. HIGHWAY NO. 64
 FO0115'TO JUNCTION WITH GRAVELED ROAD LEADING TOWARDS CHIMAYO.  BENCH MARK IS
 FO0115'AT THE SOUTHEASTERLY CORNER OF THE JUNCTION.  IT IS 133 FEET EASTERLY
 FO0115'FROM THE CENTERLINE OF U.S. HIGHWAY NO. 64.  IT IS 67.5 FEET
 FO0115'SOUTHEASTERLY ACROSS THE GRAVELED ROAD FROM SOUTHWESTERLY CORNER OF A
 FO0115'SERVICE STATION.  IT IS 20 FEET SOUTHERLY FROM CENTERLINE OF THE
 FO0115'GRAVELED ROAD.  IT IS 2.0 FEET WESTERLY FROM A POWER LINE POLE.  IT IS
 FO0115'0.5 FOOT NORTHERLY FROM A PASTURE FENCE.  STD. DISK IN PRECAST
 FO0115'CONCRETE POST PROJECTING ABOUT 0.4  FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0599 ***********************************************************************
 FO0599  DESIGNATION -  C 198
 FO0599  PID         -  FO0599
 FO0599  STATE/COUNTY-  NM/SANDOVAL
 FO0599  USGS QUAD   -  JEMEZ SPRINGS (1976)
 FO0599
 FO0599                         *CURRENT SURVEY CONTROL
 FO0599  ___________________________________________________________________
 FO0599* NAD 83(1986)-  35 50 21.     (N)    106 38 24.     (W)     SCALED    
 FO0599* NAVD 88     -      2117.356  (meters)    6946.69   (feet)  ADJUSTED  
 FO0599  ___________________________________________________________________
 FO0599  GEOID HEIGHT-         -18.93  (meters)                     GEOID03
 FO0599  DYNAMIC HT  -        2114.374 (meters)    6936.91  (feet)  COMP
 FO0599  MODELED GRAV-     979,149.0   (mgal)                       NAVD 88
 FO0599
 FO0599  VERT ORDER  -  SECOND    CLASS 0
 FO0599
 FO0599.The horizontal coordinates were scaled from a topographic map and have
 FO0599.an estimated accuracy of +/- 6 seconds.
 FO0599
 FO0599.The orthometric height was determined by differential leveling
 FO0599.and adjusted by the National Geodetic Survey in June 1991..
 FO0599
 FO0599.The geoid height was determined by GEOID03.
 FO0599
 FO0599.The dynamic height is computed by dividing the NAVD 88
 FO0599.geopotential number by the normal gravity value computed on the
 FO0599.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0599.degrees latitude (g = 980.6199 gals.).
 FO0599
 FO0599.The modeled gravity was interpolated from observed gravity values.
 FO0599
 FO0599;                    North         East    Units  Estimated Accuracy
 FO0599;SPC NM C     -   536,740.      464,770.      MT  (+/- 180 meters Scaled)
 FO0599
 FO0599                          SUPERSEDED SURVEY CONTROL
 FO0599
 FO0599  NGVD 29 (??/??/92) 2116.271  (m)         6943.13   (f) ADJ UNCH    2 0
 FO0599
 FO0599.Superseded values are not recommended for survey control.
 FO0599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0599.See file dsdata.txt to determine how the superseded data were derived.
 FO0599
 FO0599_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV518673(NAD 83)
 FO0599_MARKER: DB = BENCH MARK DISK
 FO0599_SETTING: 80 = SET IN A BOULDER
 FO0599_STAMPING: C 198 1940
 FO0599_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO0599+STABILITY: SURFACE MOTION
 FO0599
 FO0599  HISTORY     - Date     Condition        Report By
 FO0599  HISTORY     - 1940     MONUMENTED       CGS
 FO0599  HISTORY     - 1970     MARK NOT FOUND   USGS
 FO0599
 FO0599                          STATION DESCRIPTION
 FO0599
 FO0599'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 FO0599'5.6 MI N FROM JEMEZ SPRINGS.
 FO0599'5.6 MILES NORTH ALONG STATE HIGHWAY 4 FROM THE RANGER STATION AT JEMEZ
 FO0599'SPRINGS, SANDOVAL COUNTY, 0.8 MILE NORTH OF A CATTLEGUARD AT THE
 FO0599'ENTRANCE TO THE SANTA FE NATIONAL FOREST, ON THE OUTSIDE OF A CURVE,
 FO0599'IN A SMALL WASH, 66 FEET NORTH OF A STONE CULVERT, 24 FEET WEST OF THE
 FO0599'CENTERLINE OF THE HIGHWAY, IN THE TOP OF THE NORTH END OF A LARGE
 FO0599'BOULDER PROJECTING 6.2 FEET ABOVE THE GROUND, AND 3 FEET HIGHER THAN
 FO0599'THE HIGHWAY.  A STANDARD DISK, STAMPED C 198 1940.
 FO0599
 FO0599                          STATION RECOVERY (1970)
 FO0599
 FO0599'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 FO0599'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0354 ***********************************************************************
 EQ0354  DESIGNATION -  C 2
 EQ0354  PID         -  EQ0354
 EQ0354  STATE/COUNTY-  NM/VALENCIA
 EQ0354  USGS QUAD   -  SOUTH GARCIA SE (1975)
 EQ0354
 EQ0354                         *CURRENT SURVEY CONTROL
 EQ0354  ___________________________________________________________________
 EQ0354* NAD 83(1986)-  34 50 12.     (N)    107 03 30.     (W)     SCALED    
 EQ0354* NAVD 88     -      1572.969  (meters)    5160.65   (feet)  POSTED    
 EQ0354  ___________________________________________________________________
 EQ0354  GEOID HEIGHT-         -21.57  (meters)                     GEOID03
 EQ0354  DYNAMIC HT  -        1570.790 (meters)    5153.50  (feet)  COMP
 EQ0354  MODELED GRAV-     979,193.8   (mgal)                       NAVD 88
 EQ0354
 EQ0354  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EQ0354
 EQ0354.The horizontal coordinates were scaled from a topographic map and have
 EQ0354.an estimated accuracy of +/- 6 seconds.
 EQ0354
 EQ0354.The orthometric height was determined by differential leveling
 EQ0354.and adjusted by the National Geodetic Survey in 1992..
 EQ0354.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EQ0354.rate of 0.0 thru 1.0 mm/km.
 EQ0354
 EQ0354.The geoid height was determined by GEOID03.
 EQ0354
 EQ0354.The dynamic height is computed by dividing the NAVD 88
 EQ0354.geopotential number by the normal gravity value computed on the
 EQ0354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0354.degrees latitude (g = 980.6199 gals.).
 EQ0354
 EQ0354.The modeled gravity was interpolated from observed gravity values.
 EQ0354
 EQ0354;                    North         East    Units  Estimated Accuracy
 EQ0354;SPC NM C     -   425,750.      426,070.      MT  (+/- 180 meters Scaled)
 EQ0354
 EQ0354                          SUPERSEDED SURVEY CONTROL
 EQ0354
 EQ0354  NGVD 29 (??/??/92) 1572.088  (m)         5157.76   (f) ADJ UNCH    1 2
 EQ0354
 EQ0354.Superseded values are not recommended for survey control.
 EQ0354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0354.See file dsdata.txt to determine how the superseded data were derived.
 EQ0354
 EQ0354_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU117568(NAD 83)
 EQ0354_MARKER: Z = SEE DESCRIPTION
 EQ0354_SETTING: 66 = SET IN ROCK OUTCROP
 EQ0354_SP_SET: STONE
 EQ0354_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EQ0354+STABILITY: POSITION/ELEVATION WELL
 EQ0354
 EQ0354  HISTORY     - Date     Condition        Report By
 EQ0354  HISTORY     - UNK      MONUMENTED       CGS
 EQ0354  HISTORY     - 1934     GOOD             NGS
 EQ0354
 EQ0354                          STATION DESCRIPTION
 EQ0354
 EQ0354'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 EQ0354'2.0 MI SE FROM GARCIA.
 EQ0354'ABOUT 2 MILES SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 EQ0354'RAILWAY FROM GARCIA, VALENCIA COUNTY, ABOUT 7 POLES EAST OF MILEPOST
 EQ0354'39, AT STEEL T-BEAM BRIDGE A 39, IN THE TOP OF THE NORTH END OF THE
 EQ0354'WEST ABUTMENT, ABOUT 15 INCHES FROM THE FACE, AND ABOUT 1 1/2 FEET
 EQ0354'FROM THE END OF THE COPING STONE.  THE BOTTOM OF A SQUARE HOLE,
 EQ0354'SURROUNDED BY THE LETTERS U.S.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0128 ***********************************************************************
 GM0128  DESIGNATION -  C 20
 GM0128  PID         -  GM0128
 GM0128  STATE/COUNTY-  NM/COLFAX
 GM0128  USGS QUAD   -  FRENCH (1965)
 GM0128
 GM0128                         *CURRENT SURVEY CONTROL
 GM0128  ___________________________________________________________________
 GM0128* NAD 83(1986)-  36 24 16.     (N)    104 31 34.     (W)     SCALED    
 GM0128* NAVD 88     -      1755.440  (meters)    5759.31   (feet)  ADJUSTED  
 GM0128  ___________________________________________________________________
 GM0128  GEOID HEIGHT-         -18.85  (meters)                     GEOID03
 GM0128  DYNAMIC HT  -        1753.222 (meters)    5752.03  (feet)  COMP
 GM0128  MODELED GRAV-     979,306.5   (mgal)                       NAVD 88
 GM0128
 GM0128  VERT ORDER  -  FIRST     CLASS II
 GM0128
 GM0128.The horizontal coordinates were scaled from a topographic map and have
 GM0128.an estimated accuracy of +/- 6 seconds.
 GM0128
 GM0128.The orthometric height was determined by differential leveling
 GM0128.and adjusted by the National Geodetic Survey in June 1991..
 GM0128
 GM0128.The geoid height was determined by GEOID03.
 GM0128
 GM0128.The dynamic height is computed by dividing the NAVD 88
 GM0128.geopotential number by the normal gravity value computed on the
 GM0128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GM0128.degrees latitude (g = 980.6199 gals.).
 GM0128
 GM0128.The modeled gravity was interpolated from observed gravity values.
 GM0128
 GM0128;                    North         East    Units  Estimated Accuracy
 GM0128;SPC NM E     -   599,410.      147,710.      MT  (+/- 180 meters Scaled)
 GM0128
 GM0128                          SUPERSEDED SURVEY CONTROL
 GM0128
 GM0128  NGVD 29 (??/??/92) 1754.626  (m)         5756.64   (f) ADJ UNCH    1 2
 GM0128
 GM0128.Superseded values are not recommended for survey control.
 GM0128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0128.See file dsdata.txt to determine how the superseded data were derived.
 GM0128
 GM0128_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEA424289(NAD 83)
 GM0128_MARKER: DB = BENCH MARK DISK
 GM0128_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GM0128_SP_SET: CULVERT
 GM0128_STAMPING: C 20 1929
 GM0128_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GM0128
 GM0128  HISTORY     - Date     Condition        Report By
 GM0128  HISTORY     - 1929     MONUMENTED       CGS
 GM0128  HISTORY     - 1964     GOOD             USGS
 GM0128
 GM0128                          STATION DESCRIPTION
 GM0128
 GM0128'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 GM0128'6.2 MI NW FROM TAYLOR SPRINGS.
 GM0128'5.5 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 GM0128'STATION AT FRENCH, COLFAX COUNTY 6.2 MILES NORTHWEST ALONG THE
 GM0128'ABANDONED ROADBED OF THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 GM0128'INTERSECTION OF THE ABANDONED ROADBED AND US HWY 56 AT TAYLOR SPRINGS,
 GM0128'COLFAX COUNTY, AT A CONCRETE CULVERT, IN THE TOP OF NORTHEAST
 GM0128'HEADWALL.  A STANDARD DISK, STAMPED C 20 1929.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0389 ***********************************************************************
 EO0389  DESIGNATION -  C 200
 EO0389  PID         -  EO0389
 EO0389  STATE/COUNTY-  NM/ROOSEVELT
 EO0389  USGS QUAD   -  DELPHOS (1985)
 EO0389
 EO0389                         *CURRENT SURVEY CONTROL
 EO0389  ___________________________________________________________________
 EO0389* NAD 83(1986)-  34 05 10.     (N)    103 28 32.     (W)     SCALED    
 EO0389* NAVD 88     -      1291.990  (meters)    4238.80   (feet)  ADJUSTED  
 EO0389  ___________________________________________________________________
 EO0389  GEOID HEIGHT-         -22.75  (meters)                     GEOID03
 EO0389  DYNAMIC HT  -        1290.294 (meters)    4233.24  (feet)  COMP
 EO0389  MODELED GRAV-     979,277.8   (mgal)                       NAVD 88
 EO0389
 EO0389  VERT ORDER  -  FIRST     CLASS II
 EO0389
 EO0389.The horizontal coordinates were scaled from a topographic map and have
 EO0389.an estimated accuracy of +/- 6 seconds.
 EO0389
 EO0389.The orthometric height was determined by differential leveling
 EO0389.and adjusted by the National Geodetic Survey in June 1991..
 EO0389
 EO0389.The geoid height was determined by GEOID03.
 EO0389
 EO0389.The dynamic height is computed by dividing the NAVD 88
 EO0389.geopotential number by the normal gravity value computed on the
 EO0389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0389.degrees latitude (g = 980.6199 gals.).
 EO0389
 EO0389.The modeled gravity was interpolated from observed gravity values.
 EO0389
 EO0389;                    North         East    Units  Estimated Accuracy
 EO0389;SPC NM E     -   342,540.      244,160.      MT  (+/- 180 meters Scaled)
 EO0389
 EO0389                          SUPERSEDED SURVEY CONTROL
 EO0389
 EO0389.No superseded survey control is available for this station.
 EO0389
 EO0389_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFT406727(NAD 83)
 EO0389_MARKER: DB = BENCH MARK DISK
 EO0389_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EO0389_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EO0389_STAMPING: C 200 1940
 EO0389_MARK LOGO: CGS   
 EO0389_PROJECTION: FLUSH
 EO0389_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EO0389+STABILITY: SURFACE MOTION
 EO0389
 EO0389  HISTORY     - Date     Condition        Report By
 EO0389  HISTORY     - 1940     MONUMENTED       CGS
 EO0389  HISTORY     - 1982     GOOD             NGS
 EO0389
 EO0389                          STATION DESCRIPTION
 EO0389
 EO0389'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 EO0389'10.4 MI SW FROM PORTALES.
 EO0389'10.4 MILES SOUTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 EO0389'FROM THE STATION AT PORTALES, 160 FEET SOUTHWEST OF MILEPOST 28, 96
 EO0389'FEET SOUTHEAST OF THE CENTERLINE OF THE TRACK, 44 FEET NORTHWEST OF
 EO0389'THE CENTERLINE OF U.S. HIGHWAY 70, 15 FEET SOUTHEAST OF THE FIRST POLE
 EO0389'SOUTHWEST OF THE MILEPOST, 3 FEET NORTHWEST OF THE RIGHT-OF-WAY FENCE,
 EO0389'2.6 FEET NORTH OF A WHITE WOODEN WITNESS POST, 3 FEET HIGHER THAN THE
 EO0389'HIGHWAY, AND LEVEL WITH THE TRACK.  A STANDARD DISK, STAMPED C 200
 EO0389'1940 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE
 EO0389'GROUND.
 EO0389
 EO0389                          STATION RECOVERY (1982)
 EO0389
 EO0389'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 EO0389'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  16.7 KM (10.35
 EO0389'MI) SOUTHWESTERLY ALONG THE SANTA FE RAILROAD FROM THE RAILROAD
 EO0389'STATION IN PORTALES, 1 POLE SOUTHWEST OF MILEPOST 28, 28.2 METERS
 EO0389'(92.5 FT) SOUTHEAST OF THE NEAR RAIL, 18.1 METERS (59.4 FT) NORTHWEST
 EO0389'OF THE CENTERLINE OF U.S. HIGHWAY 70 AND 4.6 METERS (15.1 FT)
 EO0389'EAST-SOUTHEAST OF A UTILITY POLE.
 EO0389'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 EO0389'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0062 ***********************************************************************
 FO0062  DESIGNATION -  C 201
 FO0062  PID         -  FO0062
 FO0062  STATE/COUNTY-  NM/SANDOVAL
 FO0062  USGS QUAD   -  CANADA (1993)
 FO0062
 FO0062                         *CURRENT SURVEY CONTROL
 FO0062  ___________________________________________________________________
 FO0062* NAD 83(1986)-  35 39 36.     (N)    106 25 47.     (W)     SCALED    
 FO0062* NAVD 88     -      1818.162  (meters)    5965.09   (feet)  ADJUSTED  
 FO0062  ___________________________________________________________________
 FO0062  GEOID HEIGHT-         -20.04  (meters)                     GEOID03
 FO0062  DYNAMIC HT  -        1815.659 (meters)    5956.87  (feet)  COMP
 FO0062  MODELED GRAV-     979,193.2   (mgal)                       NAVD 88
 FO0062
 FO0062  VERT ORDER  -  SECOND    CLASS 0
 FO0062
 FO0062.The horizontal coordinates were scaled from a topographic map and have
 FO0062.an estimated accuracy of +/- 6 seconds.
 FO0062
 FO0062.The orthometric height was determined by differential leveling
 FO0062.and adjusted by the National Geodetic Survey in June 1991..
 FO0062
 FO0062.The geoid height was determined by GEOID03.
 FO0062
 FO0062.The dynamic height is computed by dividing the NAVD 88
 FO0062.geopotential number by the normal gravity value computed on the
 FO0062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0062.degrees latitude (g = 980.6199 gals.).
 FO0062
 FO0062.The modeled gravity was interpolated from observed gravity values.
 FO0062
 FO0062;                    North         East    Units  Estimated Accuracy
 FO0062;SPC NM C     -   516,810.      483,730.      MT  (+/- 180 meters Scaled)
 FO0062
 FO0062                          SUPERSEDED SURVEY CONTROL
 FO0062
 FO0062  NGVD 29 (??/??/92) 1817.178  (m)         5961.86   (f) ADJ UNCH    2 0
 FO0062
 FO0062.Superseded values are not recommended for survey control.
 FO0062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0062.See file dsdata.txt to determine how the superseded data were derived.
 FO0062
 FO0062_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV705471(NAD 83)
 FO0062_MARKER: DB = BENCH MARK DISK
 FO0062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FO0062_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FO0062_STAMPING: C 201 1940
 FO0062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO0062+STABILITY: SURFACE MOTION
 FO0062
 FO0062  HISTORY     - Date     Condition        Report By
 FO0062  HISTORY     - 1940     MONUMENTED       CGS
 FO0062  HISTORY     - 1941     GOOD             NGS
 FO0062
 FO0062                          STATION DESCRIPTION
 FO0062
 FO0062'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 FO0062'12.2 MI NW FROM PENABLANCA.
 FO0062'12.2 MILES NORTHWEST ALONG A ROAD LEADING TO JEMES FROM THE CATHOLIC
 FO0062'CHURCH AT PENABLANCA, SANDOVAL COUNTY, 5.9 MILES NORTHWEST OF THE
 FO0062'JUNCTION OF A ROAD LEADING TO COCHITI PUEBLO, 400 FEET NORTHWEST OF A
 FO0062'WOODEN BRIDGE OVER A WASH, 25 FEET SOUTHWEST OF THE CENTERLINE OF THE
 FO0062'ROAD, 12 FEET SOUTH OF A LONE TREE AT THE EDGE OF THE ROAD, IN THE TOP
 FO0062'OF A 2-BY-3 FOOT RED BOULDER PROJECTING 0.5 FOOT ABBOVE THE GROUND,
 FO0062'AND 0.5 FOOT LOWER THAN THE ROAD.  A STANDARD DISK, STAMPED C 201
 FO0062'1940.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0040 ***********************************************************************
 DR0040  DESIGNATION -  C 202
 DR0040  PID         -  DR0040
 DR0040  STATE/COUNTY-  NM/CHAVES
 DR0040  USGS QUAD   -  CAMPBELL (1979)
 DR0040
 DR0040                         *CURRENT SURVEY CONTROL
 DR0040  ___________________________________________________________________
 DR0040* NAD 83(1986)-  33 36 05.     (N)    104 13 02.     (W)     SCALED    
 DR0040* NAVD 88     -      1193.559  (meters)    3915.87   (feet)  ADJUSTED  
 DR0040  ___________________________________________________________________
 DR0040  GEOID HEIGHT-         -23.21  (meters)                     GEOID03
 DR0040  DYNAMIC HT  -        1191.936 (meters)    3910.54  (feet)  COMP
 DR0040  MODELED GRAV-     979,235.6   (mgal)                       NAVD 88
 DR0040
 DR0040  VERT ORDER  -  FIRST     CLASS II
 DR0040
 DR0040.The horizontal coordinates were scaled from a topographic map and have
 DR0040.an estimated accuracy of +/- 6 seconds.
 DR0040
 DR0040.The orthometric height was determined by differential leveling
 DR0040.and adjusted by the National Geodetic Survey in June 1991..
 DR0040
 DR0040.The geoid height was determined by GEOID03.
 DR0040
 DR0040.The dynamic height is computed by dividing the NAVD 88
 DR0040.geopotential number by the normal gravity value computed on the
 DR0040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0040.degrees latitude (g = 980.6199 gals.).
 DR0040
 DR0040.The modeled gravity was interpolated from observed gravity values.
 DR0040
 DR0040;                    North         East    Units  Estimated Accuracy
 DR0040;SPC NM E     -   288,450.      175,780.      MT  (+/- 180 meters Scaled)
 DR0040
 DR0040                          SUPERSEDED SURVEY CONTROL
 DR0040
 DR0040  NGVD 29 (??/??/92) 1192.979  (m)         3913.97   (f) ADJ UNCH    1 2
 DR0040
 DR0040.Superseded values are not recommended for survey control.
 DR0040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0040.See file dsdata.txt to determine how the superseded data were derived.
 DR0040
 DR0040_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SET726182(NAD 83)
 DR0040_MARKER: DB = BENCH MARK DISK
 DR0040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR0040_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DR0040_STAMPING: C 202 1941
 DR0040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR0040+STABILITY: SURFACE MOTION
 DR0040
 DR0040  HISTORY     - Date     Condition        Report By
 DR0040  HISTORY     - 1941     MONUMENTED       CGS
 DR0040  HISTORY     - 1961     GOOD             NGS
 DR0040
 DR0040                          STATION DESCRIPTION
 DR0040
 DR0040'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 DR0040'0.6 MI SW FROM CAMPBELL.
 DR0040'0.6 MILE SOUTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 DR0040'FROM THE STATION AT CAMPBELL, 110 FEET WEST OF IRON MILEPOST 83, 98
 DR0040'FEET NORTHWEST OF THE CENTERLINE OF THE TRACK, 2 FEET SOUTHEAST OF THE
 DR0040'RIGHT-OF-WAY FENCE, 2.5 FEET EAST OF A WHITE WOODEN WITNESS POST, AND
 DR0040'ABOUT 3 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED C 202
 DR0040'1941 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE
 DR0040'GROUND.
 DR0040
 DR0040                          STATION RECOVERY (1961)
 DR0040
 DR0040'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 DR0040'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0300 ***********************************************************************
 DR0300  DESIGNATION -  C 203
 DR0300  PID         -  DR0300
 DR0300  STATE/COUNTY-  NM/CHAVES
 DR0300  USGS QUAD   -  ROSWELL NORTH (1975)
 DR0300
 DR0300                         *CURRENT SURVEY CONTROL
 DR0300  ___________________________________________________________________
 DR0300* NAD 83(1986)-  33 23 39.     (N)    104 33 58.     (W)     SCALED    
 DR0300* NAVD 88     -      1098.326  (meters)    3603.42   (feet)  ADJUSTED  
 DR0300  ___________________________________________________________________
 DR0300  GEOID HEIGHT-         -23.14  (meters)                     GEOID03
 DR0300  DYNAMIC HT  -        1096.820 (meters)    3598.48  (feet)  COMP
 DR0300  MODELED GRAV-     979,229.0   (mgal)                       NAVD 88
 DR0300
 DR0300  VERT ORDER  -  FIRST     CLASS II
 DR0300
 DR0300.The horizontal coordinates were scaled from a topographic map and have
 DR0300.an estimated accuracy of +/- 6 seconds.
 DR0300
 DR0300.The orthometric height was determined by differential leveling
 DR0300.and adjusted by the National Geodetic Survey in June 1991..
 DR0300
 DR0300.The geoid height was determined by GEOID03.
 DR0300
 DR0300.The dynamic height is computed by dividing the NAVD 88
 DR0300.geopotential number by the normal gravity value computed on the
 DR0300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0300.degrees latitude (g = 980.6199 gals.).
 DR0300
 DR0300.The modeled gravity was interpolated from observed gravity values.
 DR0300
 DR0300;                    North         East    Units  Estimated Accuracy
 DR0300;SPC NM E     -   265,490.      143,350.      MT  (+/- 180 meters Scaled)
 DR0300
 DR0300                          SUPERSEDED SURVEY CONTROL
 DR0300
 DR0300  NGVD 29 (??/??/92) 1097.784  (m)         3601.65   (f) ADJ UNCH    1 2
 DR0300
 DR0300.Superseded values are not recommended for survey control.
 DR0300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0300.See file dsdata.txt to determine how the superseded data were derived.
 DR0300
 DR0300_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES403950(NAD 83)
 DR0300_MARKER: DB = BENCH MARK DISK
 DR0300_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR0300_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DR0300_STAMPING: C 203 1941
 DR0300_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR0300+STABILITY: SURFACE MOTION
 DR0300
 DR0300  HISTORY     - Date     Condition        Report By
 DR0300  HISTORY     - 1941     MONUMENTED       CGS
 DR0300
 DR0300                          STATION DESCRIPTION
 DR0300
 DR0300'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 DR0300'2.6 MI W FROM ROSWELL.
 DR0300'TO REACH BENCH MARK GO 2.6 MILES WEST ALONG U. S. HIGHWAY NO. 70, FROM
 DR0300'THE INTERSECTION OF MAIN AND 2ND STREETS.  BENCH MARK IS AT A CORNER
 DR0300'OF OFFSET IN THE HIGHWAY RIGHT OF WAY FENCE.  62 FEET NORTH OF AND
 DR0300'ABOUT 2 FEET BELOW THE CENTER LINE OF THE HIGHWAY.  12 FEET NORTH OF
 DR0300'AN IRON RIGHT OF WAY POST NO. 242+00.  3 FEET SOUTH OF A 4 X 4 INCH
 DR0300'WOODEN MARKER POST.  1 FOOT WEST OF THE FENCE.  THE MONUMENT PROJECTS
 DR0300'0.6 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0301 ***********************************************************************
 DR0301  DESIGNATION -  C 203 RESET
 DR0301  PID         -  DR0301
 DR0301  STATE/COUNTY-  NM/CHAVES
 DR0301  USGS QUAD   -  ROSWELL NORTH (1975)
 DR0301
 DR0301                         *CURRENT SURVEY CONTROL
 DR0301  ___________________________________________________________________
 DR0301* NAD 83(1986)-  33 23 39.     (N)    104 33 58.     (W)     SCALED    
 DR0301* NAVD 88     -      1098.32   (+/-2cm)    3603.4    (feet)  VERTCON   
 DR0301  ___________________________________________________________________
 DR0301  GEOID HEIGHT-         -23.14  (meters)                     GEOID03
 DR0301
 DR0301  VERT ORDER  -  THIRD (See Below)
 DR0301
 DR0301.The horizontal coordinates were scaled from a topographic map and have
 DR0301.an estimated accuracy of +/- 6 seconds.
 DR0301
 DR0301.The NAVD 88 height was computed by applying the VERTCON shift value to
 DR0301.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DR0301.The vertical order pertains to the NGVD 29 superseded value.
 DR0301
 DR0301.The geoid height was determined by GEOID03.
 DR0301
 DR0301;                    North         East    Units  Estimated Accuracy
 DR0301;SPC NM E     -   265,490.      143,350.      MT  (+/- 180 meters Scaled)
 DR0301
 DR0301                          SUPERSEDED SURVEY CONTROL
 DR0301
 DR0301  NGVD 29 (??/??/??) 1097.78   (m)         3601.6    (f) RESET       3  
 DR0301
 DR0301.Superseded values are not recommended for survey control.
 DR0301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0301.See file dsdata.txt to determine how the superseded data were derived.
 DR0301
 DR0301_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES403950(NAD 83)
 DR0301_MARKER: DD = SURVEY DISK
 DR0301_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DR0301_SP_SET: SURVEY STATION
 DR0301_STAMPING: C 203 RESET 1954
 DR0301_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR0301
 DR0301  HISTORY     - Date     Condition        Report By
 DR0301  HISTORY     - 1954     MONUMENTED       NMHD
 DR0301  HISTORY     - 1955     GOOD             NMHD
 DR0301  HISTORY     - 20050709 MARK NOT FOUND   USPSQD
 DR0301
 DR0301                          STATION DESCRIPTION
 DR0301
 DR0301'DESCRIBED BY NM HIGHWAY DEPT 1955
 DR0301'2.6 MI W FROM ROSWELL.
 DR0301'2.6 MILES WEST ALONG U.S. HIGHWAY 70 FROM THE INTERSECTION OF MAIN AND
 DR0301'SECOND STREETS AT ROSWELL, 26 FEET SOUTH OF THE CENTERLINE OF THE
 DR0301'NORTH LANE, AND IN THE NORTHEAST DROP INLET AT SURVEY STATION 242+00.
 DR0301
 DR0301                          STATION RECOVERY (2005)
 DR0301
 DR0301'RECOVERY NOTE BY US POWER SQUADRON 2005 (RTK)
 DR0301'NEW FOUR LANE HIGHWAY.  NEW BRICKWORK AND CURBS HAVE BEEN INSTALLED AS
 DR0301'PART OF BEAUTIFICATION PROJECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0789 ***********************************************************************
 DR0789  DESIGNATION -  C 204
 DR0789  PID         -  DR0789
 DR0789  STATE/COUNTY-  NM/CHAVES
 DR0789  USGS QUAD   -  BAR C BAR RANCH (1991)
 DR0789
 DR0789                         *CURRENT SURVEY CONTROL
 DR0789  ___________________________________________________________________
 DR0789* NAD 83(1986)-  33 12 04.     (N)    104 14 51.     (W)     SCALED    
 DR0789* NAVD 88     -      1069.001  (meters)    3507.21   (feet)  ADJUSTED  
 DR0789  ___________________________________________________________________
 DR0789  GEOID HEIGHT-         -23.13  (meters)                     GEOID03
 DR0789  DYNAMIC HT  -        1067.543 (meters)    3502.43  (feet)  COMP
 DR0789  MODELED GRAV-     979,236.8   (mgal)                       NAVD 88
 DR0789
 DR0789  VERT ORDER  -  SECOND    CLASS 0
 DR0789
 DR0789.The horizontal coordinates were scaled from a topographic map and have
 DR0789.an estimated accuracy of +/- 6 seconds.
 DR0789
 DR0789.The orthometric height was determined by differential leveling
 DR0789.and adjusted by the National Geodetic Survey in June 1991..
 DR0789
 DR0789.The geoid height was determined by GEOID03.
 DR0789
 DR0789.The dynamic height is computed by dividing the NAVD 88
 DR0789.geopotential number by the normal gravity value computed on the
 DR0789.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0789.degrees latitude (g = 980.6199 gals.).
 DR0789
 DR0789.The modeled gravity was interpolated from observed gravity values.
 DR0789
 DR0789;                    North         East    Units  Estimated Accuracy
 DR0789;SPC NM E     -   244,060.      173,000.      MT  (+/- 180 meters Scaled)
 DR0789
 DR0789                          SUPERSEDED SURVEY CONTROL
 DR0789
 DR0789  NGVD 29 (??/??/92) 1068.535  (m)         3505.69   (f) ADJ UNCH    2 0
 DR0789
 DR0789.Superseded values are not recommended for survey control.
 DR0789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0789.See file dsdata.txt to determine how the superseded data were derived.
 DR0789
 DR0789_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES701738(NAD 83)
 DR0789_MARKER: DB = BENCH MARK DISK
 DR0789_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR0789_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DR0789_STAMPING: C 204 1941
 DR0789_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR0789+STABILITY: SURFACE MOTION
 DR0789
 DR0789  HISTORY     - Date     Condition        Report By
 DR0789  HISTORY     - 1941     MONUMENTED       CGS
 DR0789
 DR0789                          STATION DESCRIPTION
 DR0789
 DR0789'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 DR0789'8.8 MI E FROM DEXTER.
 DR0789'TO REACH BENCH MARK FROM THE DEXTER RAILROAD STATION GO EAST ON MAIN
 DR0789'ROAD 2.0 MILES.  THENCE, TURN LEFT (NORTH), GO 0.8 MILES.  THENCE,
 DR0789'TURN RIGHT (NORTHEAST), GO 0.3 MILES.  THENCE, TURN RIGHT (EASTERLY),
 DR0789'GO 1.7 MILES.  THENCE, TURN RIGHT (SOUTH), GO 0.6 MILES.  THENCE, TURN
 DR0789'LEFT (EASTERLY), GO 2.6 MILES TO FORK IN ROAD.  THENCE, TAKE LEFT FORK
 DR0789'GO 0.2 MILES TO FORK.  THENCE, TAKE RIGHT FORK GO 0.6 MILES TO SITE OF
 DR0789'BENCH MARK.  BENCH MARK IS ABOUT 0.2 MILES EAST OF A GATE IN FENCE
 DR0789'ACROSS THE ROAD.  27 FEET NORTH OF AND ABOUT 2 FEET ABOVE THE CENTER
 DR0789'LINE OF THE ROAD.  3 FEET SOUTH OF A 4 X 4 INCH WOODEN MARKER POST.
 DR0789'THE MONUMENT PROJECTS 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0098 ***********************************************************************
 CW0098  DESIGNATION -  C 205
 CW0098  PID         -  CW0098
 CW0098  STATE/COUNTY-  NM/EDDY
 CW0098  USGS QUAD   -  RED LAKE (1975)
 CW0098
 CW0098                         *CURRENT SURVEY CONTROL
 CW0098  ___________________________________________________________________
 CW0098* NAD 83(1986)-  32 47 29.     (N)    104 08 50.     (W)     SCALED    
 CW0098* NAVD 88     -      1120.918  (meters)    3677.55   (feet)  ADJUSTED  
 CW0098  ___________________________________________________________________
 CW0098  GEOID HEIGHT-         -23.04  (meters)                     GEOID03
 CW0098  DYNAMIC HT  -        1119.367 (meters)    3672.46  (feet)  COMP
 CW0098  MODELED GRAV-     979,214.8   (mgal)                       NAVD 88
 CW0098
 CW0098  VERT ORDER  -  SECOND    CLASS 0
 CW0098
 CW0098.The horizontal coordinates were scaled from a topographic map and have
 CW0098.an estimated accuracy of +/- 6 seconds.
 CW0098
 CW0098.The orthometric height was determined by differential leveling
 CW0098.and adjusted by the National Geodetic Survey in June 1991..
 CW0098
 CW0098.The geoid height was determined by GEOID03.
 CW0098
 CW0098.The dynamic height is computed by dividing the NAVD 88
 CW0098.geopotential number by the normal gravity value computed on the
 CW0098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0098.degrees latitude (g = 980.6199 gals.).
 CW0098
 CW0098.The modeled gravity was interpolated from observed gravity values.
 CW0098
 CW0098;                    North         East    Units  Estimated Accuracy
 CW0098;SPC NM E     -   198,640.      182,430.      MT  (+/- 180 meters Scaled)
 CW0098
 CW0098                          SUPERSEDED SURVEY CONTROL
 CW0098
 CW0098  NGVD 29 (??/??/92) 1120.444  (m)         3675.99   (f) ADJ UNCH    2 0
 CW0098
 CW0098.Superseded values are not recommended for survey control.
 CW0098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0098.See file dsdata.txt to determine how the superseded data were derived.
 CW0098
 CW0098_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES798284(NAD 83)
 CW0098_MARKER: DB = BENCH MARK DISK
 CW0098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CW0098_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CW0098_STAMPING: C 205 1941
 CW0098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CW0098+STABILITY: SURFACE MOTION
 CW0098
 CW0098  HISTORY     - Date     Condition        Report By
 CW0098  HISTORY     - 1941     MONUMENTED       CGS
 CW0098
 CW0098                          STATION DESCRIPTION
 CW0098
 CW0098'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 CW0098'15.7 MI E FROM ARTESIA.
 CW0098'TO REACH BENCH MARK FROM THE RAILROAD STATION IN ARTESIA, PROCEED EAST
 CW0098'ON STATE HIGHWAY NO. 83, GO 15.1 MILES TO INTERSECTION OF ROAD THROUGH
 CW0098'TURKEY TRACK.  THENCE, TURN RIGHT (SOUTH), GO 0.6 MILES TO OLD HIGHWAY
 CW0098'AND SITE OF BENCH MARK.  NOTE-- (AT THE INTERSECTION OF THE ROAD
 CW0098'LEADING NORTH THROUGH TURKEY TRACK AND THE OLD RIGHT OF WAY OF STATE
 CW0098'HIGHWAY NO. 83.  0.6 MILES SOUTH OF THE INTERSECTION WITH NEW HIGHWAY.
 CW0098'50 FEET NORTH OF AND ABOUT THE SAME ELEVATION AS THE CENTER LINE OF
 CW0098'THE OLD HIGHWAY.  21 FEET EAST OF NORTH-SOUTH ROAD.  3 FEET SOUTH OF A
 CW0098'4 X 4 INCH WOODEN MARKER POST.)  THE MONUMENT PROJECTS 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0443 ***********************************************************************
 DQ0443  DESIGNATION -  C 206
 DQ0443  PID         -  DQ0443
 DQ0443  STATE/COUNTY-  NM/CHAVES
 DQ0443  USGS QUAD   -  CEDAR POINT (1984)
 DQ0443
 DQ0443                         *CURRENT SURVEY CONTROL
 DQ0443  ___________________________________________________________________
 DQ0443* NAD 83(1986)-  33 02 37.     (N)    103 56 55.     (W)     SCALED    
 DQ0443* NAVD 88     -      1194.876  (meters)    3920.19   (feet)  ADJUSTED  
 DQ0443  ___________________________________________________________________
 DQ0443  GEOID HEIGHT-         -22.46  (meters)                     GEOID03
 DQ0443  DYNAMIC HT  -        1193.233 (meters)    3914.80  (feet)  COMP
 DQ0443  MODELED GRAV-     979,221.1   (mgal)                       NAVD 88
 DQ0443
 DQ0443  VERT ORDER  -  SECOND    CLASS 0
 DQ0443
 DQ0443.The horizontal coordinates were scaled from a topographic map and have
 DQ0443.an estimated accuracy of +/- 6 seconds.
 DQ0443
 DQ0443.The orthometric height was determined by differential leveling
 DQ0443.and adjusted by the National Geodetic Survey in June 1991..
 DQ0443
 DQ0443.The geoid height was determined by GEOID03.
 DQ0443
 DQ0443.The dynamic height is computed by dividing the NAVD 88
 DQ0443.geopotential number by the normal gravity value computed on the
 DQ0443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0443.degrees latitude (g = 980.6199 gals.).
 DQ0443
 DQ0443.The modeled gravity was interpolated from observed gravity values.
 DQ0443
 DQ0443;                    North         East    Units  Estimated Accuracy
 DQ0443;SPC NM E     -   226,660.      200,930.      MT  (+/- 180 meters Scaled)
 DQ0443
 DQ0443                          SUPERSEDED SURVEY CONTROL
 DQ0443
 DQ0443  NGVD 29 (??/??/92) 1194.392  (m)         3918.60   (f) ADJ UNCH    2 0
 DQ0443
 DQ0443.Superseded values are not recommended for survey control.
 DQ0443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0443.See file dsdata.txt to determine how the superseded data were derived.
 DQ0443
 DQ0443_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES981566(NAD 83)
 DQ0443_MARKER: DB = BENCH MARK DISK
 DQ0443_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0443_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DQ0443_STAMPING: C 206 1941
 DQ0443_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0443+STABILITY: SURFACE MOTION
 DQ0443
 DQ0443  HISTORY     - Date     Condition        Report By
 DQ0443  HISTORY     - 1941     MONUMENTED       CGS
 DQ0443  HISTORY     - 1973     MARK NOT FOUND   USGS
 DQ0443
 DQ0443                          STATION DESCRIPTION
 DQ0443
 DQ0443'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 DQ0443'19.8 MI NW FROM MALJAMAR.
 DQ0443'TO REACH BENCH MARK FROM THE POST OFFICE IN MALJAMAR, PROCEED EAST ON
 DQ0443'STATE HIGHWAY NO. 83, GO 0.9 MILES TO INTERSECTION OF STATE HIGHWAY
 DQ0443'NO. 31.  THENCE, TURN LEFT ONTO HIGHWAY NO. 31, GO 12.5 MILES TO
 DQ0443'INTERSECTION OF ROAD TO CAPROCK, TURN LEFT ON HIGHWAY NO. 31 AND GO
 DQ0443'6.4 MILES TO SITE OF BENCH MARK.  BENCH MARK IS 29 MILES EAST OF
 DQ0443'HAGERMAN.  0.1 MILES EAST OF WHERE THE NEW HIGHWAY CROSSES THE OLD
 DQ0443'RIGHT OF WAY.  ABOUT 100 FEET SOUTHWEST OF AND ACROSS THE HIGHWAY FROM
 DQ0443'AN EARTHEN STOCK TANK.  30 FEET SOUTH OF AND ABOUT 1 FOOT ABOVE THE
 DQ0443'CENTER LINE OF THE HIGHWAY.  3 FEET WEST OF A 4 X 4 INCH WOODEN MARKER
 DQ0443'POST.  THE MONUMENT PROJECTS 0.8 FOOT.
 DQ0443
 DQ0443                          STATION RECOVERY (1973)
 DQ0443
 DQ0443'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 DQ0443'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0042 ***********************************************************************
 FO0042  DESIGNATION -  C 207
 FO0042  PID         -  FO0042
 FO0042  STATE/COUNTY-  NM/SANDOVAL
 FO0042  USGS QUAD   -  SANTO DOMINGO PUEBLO (1993)
 FO0042
 FO0042                         *CURRENT SURVEY CONTROL
 FO0042  ___________________________________________________________________
 FO0042* NAD 83(1986)-  35 35 10.     (N)    106 20 01.     (W)     SCALED    
 FO0042* NAVD 88     -      1594.704  (meters)    5231.96   (feet)  ADJUSTED  
 FO0042  ___________________________________________________________________
 FO0042  GEOID HEIGHT-         -20.36  (meters)                     GEOID03
 FO0042  DYNAMIC HT  -        1592.538 (meters)    5224.85  (feet)  COMP
 FO0042  MODELED GRAV-     979,220.3   (mgal)                       NAVD 88
 FO0042
 FO0042  VERT ORDER  -  FIRST     CLASS II
 FO0042
 FO0042.The horizontal coordinates were scaled from a topographic map and have
 FO0042.an estimated accuracy of +/- 6 seconds.
 FO0042
 FO0042.The orthometric height was determined by differential leveling
 FO0042.and adjusted by the National Geodetic Survey in June 1991..
 FO0042
 FO0042.The geoid height was determined by GEOID03.
 FO0042
 FO0042.The dynamic height is computed by dividing the NAVD 88
 FO0042.geopotential number by the normal gravity value computed on the
 FO0042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0042.degrees latitude (g = 980.6199 gals.).
 FO0042
 FO0042.The modeled gravity was interpolated from observed gravity values.
 FO0042
 FO0042;                    North         East    Units  Estimated Accuracy
 FO0042;SPC NM C     -   508,600.      492,420.      MT  (+/- 180 meters Scaled)
 FO0042
 FO0042                          SUPERSEDED SURVEY CONTROL
 FO0042
 FO0042  NGVD 29 (??/??/92) 1593.765  (m)         5228.88   (f) ADJ UNCH    1 2
 FO0042
 FO0042.Superseded values are not recommended for survey control.
 FO0042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0042.See file dsdata.txt to determine how the superseded data were derived.
 FO0042
 FO0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV791388(NAD 83)
 FO0042_MARKER: DB = BENCH MARK DISK
 FO0042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FO0042_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FO0042_STAMPING: C 207 1941
 FO0042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO0042+STABILITY: SURFACE MOTION
 FO0042
 FO0042  HISTORY     - Date     Condition        Report By
 FO0042  HISTORY     - 1941     MONUMENTED       CGS
 FO0042  HISTORY     - 1951     GOOD             NGS
 FO0042  HISTORY     - 19990105 MARK NOT FOUND   NGS
 FO0042
 FO0042                          STATION DESCRIPTION
 FO0042
 FO0042'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 FO0042'1.0 MI N FROM PENABLANCA.
 FO0042'1.0 MILE NORTH ALONG A GRAVELED ROAD FROM THE CATHOLIC CHURCH AT
 FO0042'PENABLANCA, 98 FEET EAST OF THE CENTER LINE OF A 40 FOOT WOODEN
 FO0042'BRIDGE, 48 FEET WEST OF THE CENTER LINE OF THE GRAVELED ROAD, 15 FEET
 FO0042'NORTH OF THE CENTER LINE OF A RANCH ROAD LEADING WEST, 1 FOOT NORTH OF
 FO0042'A FENCE, 3 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 FO0042'POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 FO0042
 FO0042                          STATION RECOVERY (1999)
 FO0042
 FO0042'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (WAS)
 FO0042'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0615 ***********************************************************************
 FO0615  DESIGNATION -  C 208
 FO0615  PID         -  FO0615
 FO0615  STATE/COUNTY-  NM/SANDOVAL
 FO0615  USGS QUAD   -  VALLE SAN ANTONIO (1993)
 FO0615
 FO0615                         *CURRENT SURVEY CONTROL
 FO0615  ___________________________________________________________________
 FO0615* NAD 83(1986)-  35 56 13.     (N)    106 32 29.     (W)     SCALED    
 FO0615* NAVD 88     -      2653.748  (meters)    8706.50   (feet)  ADJUSTED  
 FO0615  ___________________________________________________________________
 FO0615  GEOID HEIGHT-         -18.65  (meters)                     GEOID03
 FO0615  DYNAMIC HT  -        2649.745 (meters)    8693.37  (feet)  COMP
 FO0615  MODELED GRAV-     979,028.1   (mgal)                       NAVD 88
 FO0615
 FO0615  VERT ORDER  -  SECOND    CLASS 0
 FO0615
 FO0615.The horizontal coordinates were scaled from a topographic map and have
 FO0615.an estimated accuracy of +/- 6 seconds.
 FO0615
 FO0615.The orthometric height was determined by differential leveling
 FO0615.and adjusted by the National Geodetic Survey in June 1991..
 FO0615
 FO0615.The geoid height was determined by GEOID03.
 FO0615
 FO0615.The dynamic height is computed by dividing the NAVD 88
 FO0615.geopotential number by the normal gravity value computed on the
 FO0615.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0615.degrees latitude (g = 980.6199 gals.).
 FO0615
 FO0615.The modeled gravity was interpolated from observed gravity values.
 FO0615
 FO0615;                    North         East    Units  Estimated Accuracy
 FO0615;SPC NM C     -   547,560.      473,710.      MT  (+/- 180 meters Scaled)
 FO0615
 FO0615                          SUPERSEDED SURVEY CONTROL
 FO0615
 FO0615  NGVD 29 (??/??/92) 2652.458  (m)         8702.27   (f) ADJ UNCH    2 0
 FO0615
 FO0615.Superseded values are not recommended for survey control.
 FO0615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0615.See file dsdata.txt to determine how the superseded data were derived.
 FO0615
 FO0615_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV609780(NAD 83)
 FO0615_MARKER: DB = BENCH MARK DISK
 FO0615_SETTING: 80 = SET IN A BOULDER
 FO0615_STAMPING: C 208 1941
 FO0615_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO0615+STABILITY: SURFACE MOTION
 FO0615
 FO0615  HISTORY     - Date     Condition        Report By
 FO0615  HISTORY     - 1941     MONUMENTED       CGS
 FO0615
 FO0615                          STATION DESCRIPTION
 FO0615
 FO0615'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 FO0615'8.7 MI N FROM JEMEZ SPRINGS.
 FO0615'8.7 MILES NORTH ALONG STATE HIGHWAY 4 FROM THE RANGER STATION AT JEMEZ
 FO0615'SPRINGS, SANDOVAL COUNTY, THENCE 5.2 MILES NORTHEAST ALONG A ROAD
 FO0615'LEADING TO SULPHUR SPRINGS, THENCE 0.5 MILE EAST ALONG A LOGGING ROAD
 FO0615'AND A TRAIL THROUGH AN OPEN VALLEY, AND THENCE 2.3 MILES EAST ALONG AN
 FO0615'ABANDONED ROAD LEADING TO OTOWI.  AT THE EAST END OF A LONG NARROW
 FO0615'VALLEY, 260 FEET SOUTHWEST OF THE JUNCTION OF TWO LOGGING ROADS, 240
 FO0615'FEET SOUTHWEST OF A LOG BRIDGE, 10 FEET NORTHWEST OF THE CENTERLINE OF
 FO0615'THE ROAD, IN THE TOP OF A GRANITE BOULDER PROJECTING 1 FOOT ABOVE THE
 FO0615'GROUND, AND LEVEL WITH THE ROAD.  A STANDARD DISK, STAMPED C 208 1941.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0028 ***********************************************************************
 FP0028  DESIGNATION -  C 209
 FP0028  PID         -  FP0028
 FP0028  STATE/COUNTY-  NM/MCKINLEY
 FP0028  USGS QUAD   -  CONTINENTAL DIVIDE (1995)
 FP0028
 FP0028                         *CURRENT SURVEY CONTROL
 FP0028  ___________________________________________________________________
 FP0028* NAD 83(1986)-  35 24 59.     (N)    108 17 08.     (W)     SCALED    
 FP0028* NAVD 88     -      2197.552  (meters)    7209.80   (feet)  ADJUSTED  
 FP0028  ___________________________________________________________________
 FP0028  GEOID HEIGHT-         -20.22  (meters)                     GEOID03
 FP0028  DYNAMIC HT  -        2194.400 (meters)    7199.46  (feet)  COMP
 FP0028  MODELED GRAV-     979,120.3   (mgal)                       NAVD 88
 FP0028
 FP0028  VERT ORDER  -  FIRST     CLASS II
 FP0028
 FP0028.The horizontal coordinates were scaled from a topographic map and have
 FP0028.an estimated accuracy of +/- 6 seconds.
 FP0028
 FP0028.The orthometric height was determined by differential leveling
 FP0028.and adjusted by the National Geodetic Survey in June 1991..
 FP0028.WARNING-Repeat measurements at this control monument indicate possible
 FP0028.vertical movement.
 FP0028
 FP0028.The geoid height was determined by GEOID03.
 FP0028
 FP0028.The dynamic height is computed by dividing the NAVD 88
 FP0028.geopotential number by the normal gravity value computed on the
 FP0028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0028.degrees latitude (g = 980.6199 gals.).
 FP0028
 FP0028.The modeled gravity was interpolated from observed gravity values.
 FP0028
 FP0028;                    North         East    Units  Estimated Accuracy
 FP0028;SPC NM W     -   489,870.      788,930.      MT  (+/- 180 meters Scaled)
 FP0028
 FP0028                          SUPERSEDED SURVEY CONTROL
 FP0028
 FP0028  NGVD 29 (??/??/92) 2196.440  (m)         7206.15   (f) ADJ UNCH    1 2
 FP0028
 FP0028.Superseded values are not recommended for survey control.
 FP0028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0028.See file dsdata.txt to determine how the superseded data were derived.
 FP0028
 FP0028_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYE464226(NAD 83)
 FP0028_MARKER: DB = BENCH MARK DISK
 FP0028_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FP0028_SP_SET: CULVERT
 FP0028_STAMPING: C 209 1941
 FP0028_MARK LOGO: CGS   
 FP0028_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FP0028
 FP0028  HISTORY     - Date     Condition        Report By
 FP0028  HISTORY     - 1941     MONUMENTED       CGS
 FP0028  HISTORY     - 1982     GOOD             NGS
 FP0028
 FP0028                          STATION DESCRIPTION
 FP0028
 FP0028'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 FP0028'3.7 MI NW FROM THOREAU.
 FP0028'TO REACH FROM THE ATCHISON TOPEKA AND SANTA FE RAILROAD STATION AT
 FP0028'THOREAU-- GO 3.7 MILES NORTHWESTERLY ALONG THE ATCHISON, TOPEKA AND
 FP0028'SANTA FE RIGHT-OF-WAY TO THE SITE OF BENCH MARK.  BENCH MARK IS ABOUT
 FP0028'0.3 MILE SOUTHEAST OF A ROAD CROSSING, 0.2 MILE NORTHWEST OF MILE POLE
 FP0028'NO. 129 AND 5 POLES SOUTHEAST OF SIGN GONZALES.  IT IS SET
 FP0028'HORIZONTALLY IN THE NORTHWEST END OF THE NORTHEAST CONCRETE HEADWALL
 FP0028'OF DOUBLE-PIPE CULVERT NO. A 130.  IT IS 38.0 FEET NORTHEAST OF AND
 FP0028'ABOUT 6.5 FEET BELOW THE CENTERLINE OF THE MAIN NORTH TRACKS.
 FP0028
 FP0028                          STATION RECOVERY (1982)
 FP0028
 FP0028'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FP0028'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  43.8 KM (27.2
 FP0028'MI) SOUTHEASTERLY ALONG INTERSTATE HIGHWAY 40 FROM ITS JUNCTION WITH
 FP0028'U.S. HIGHWAY 666 IN GALLUP, THENCE 0.3 KM (0.2 MI) NORTHEAST ALONG A
 FP0028'PAVED AND GRAVELED ROAD, THENCE 2.6 KM (1.6 MI) SOUTHEASTERLY ALONG
 FP0028'THE SANTA FE RAILROAD, 0.5 KM (0.3 MI) SOUTHEAST OF A GRAVELED ROAD
 FP0028'CROSSING, 0.3 KM (0.2 MI) NORTHWEST OF MILEPOST 129, IN THE NORTHWEST
 FP0028'END OF THE NORTHEAST CONCRETE HEADWALL OF A PIPE CULVERT AND 11.0
 FP0028'METERS (36.1 FT) NORTHEAST OF THE NEAR RAIL.
 FP0028'THE MARK IS 2.4 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0209 ***********************************************************************
 EP0209  DESIGNATION -  C 21
 EP0209  PID         -  EP0209
 EP0209  STATE/COUNTY-  NM/TORRANCE
 EP0209  USGS QUAD   -  TEJON (1978)
 EP0209
 EP0209                         *CURRENT SURVEY CONTROL
 EP0209  ___________________________________________________________________
 EP0209* NAD 83(1986)-  34 32 02.     (N)    105 19 43.     (W)     SCALED    
 EP0209* NAVD 88     -      1867.576  (meters)    6127.21   (feet)  ADJUSTED  
 EP0209  ___________________________________________________________________
 EP0209  GEOID HEIGHT-         -20.48  (meters)                     GEOID03
 EP0209  DYNAMIC HT  -        1864.917 (meters)    6118.48  (feet)  COMP
 EP0209  MODELED GRAV-     979,144.9   (mgal)                       NAVD 88
 EP0209
 EP0209  VERT ORDER  -  FIRST     CLASS II
 EP0209
 EP0209.The horizontal coordinates were scaled from a topographic map and have
 EP0209.an estimated accuracy of +/- 6 seconds.
 EP0209
 EP0209.The orthometric height was determined by differential leveling
 EP0209.and adjusted by the National Geodetic Survey in June 1991..
 EP0209
 EP0209.The geoid height was determined by GEOID03.
 EP0209
 EP0209.The dynamic height is computed by dividing the NAVD 88
 EP0209.geopotential number by the normal gravity value computed on the
 EP0209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EP0209.degrees latitude (g = 980.6199 gals.).
 EP0209
 EP0209.The modeled gravity was interpolated from observed gravity values.
 EP0209
 EP0209;                    North         East    Units  Estimated Accuracy
 EP0209;SPC NM C     -   392,260.      584,580.      MT  (+/- 180 meters Scaled)
 EP0209
 EP0209                          SUPERSEDED SURVEY CONTROL
 EP0209
 EP0209  NGVD 29 (??/??/92) 1866.760  (m)         6124.53   (f) ADJ UNCH    1 2
 EP0209
 EP0209.Superseded values are not recommended for survey control.
 EP0209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EP0209.See file dsdata.txt to determine how the superseded data were derived.
 EP0209
 EP0209_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDU698214(NAD 83)
 EP0209_MARKER: DB = BENCH MARK DISK
 EP0209_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EP0209_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EP0209_STAMPING: 6124.528 C 21 1932
 EP0209_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EP0209+STABILITY: SURFACE MOTION
 EP0209
 EP0209  HISTORY     - Date     Condition        Report By
 EP0209  HISTORY     - 1932     MONUMENTED       CGS
 EP0209  HISTORY     - 1934     GOOD             NGS
 EP0209  HISTORY     - 1975     MARK NOT FOUND   USGS
 EP0209  HISTORY     - 1981     MARK NOT FOUND   NGS
 EP0209
 EP0209                          STATION DESCRIPTION
 EP0209
 EP0209'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 EP0209'6.0 MI NE FROM DURAN.
 EP0209'6.0 MILES NORTHEAST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 EP0209'STATION AT DURAN, TORRANCE COUNTY, 12 POLES NORTH OF BLOCK SIGNAL
 EP0209'1516.13, 3 POLES NORTH OF THE STATION SIGN AT INDIOLA, 114 FEET EAST
 EP0209'OF THE CENTERLINE OF THE MAIN TRACK, AND 42 FEET WEST OF THE
 EP0209'CENTERLINE OF U.S. HIGHWAY 54.  A STANDARD DISK, STAMPED 6124.528 C 21
 EP0209'1932 AND SET IN THE TOP OF A CONCRETE POST.
 EP0209
 EP0209                          STATION RECOVERY (1975)
 EP0209
 EP0209'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 EP0209'MARK NOT FOUND.
 EP0209
 EP0209                          STATION RECOVERY (1981)
 EP0209
 EP0209'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 EP0209'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0695 ***********************************************************************
 FO0695  DESIGNATION -  C 210
 FO0695  PID         -  FO0695
 FO0695  STATE/COUNTY-  NM/CIBOLA
 FO0695  USGS QUAD   -  MILAN (1995)
 FO0695
 FO0695                         *CURRENT SURVEY CONTROL
 FO0695  ___________________________________________________________________
 FO0695* NAD 83(1986)-  35 14 36.     (N)    107 56 50.     (W)     SCALED    
 FO0695* NAVD 88     -      2011.076  (meters)    6598.01   (feet)  ADJUSTED  
 FO0695  ___________________________________________________________________
 FO0695  GEOID HEIGHT-         -20.28  (meters)                     GEOID03
 FO0695  DYNAMIC HT  -        2008.228 (meters)    6588.66  (feet)  COMP
 FO0695  MODELED GRAV-     979,145.7   (mgal)                       NAVD 88
 FO0695
 FO0695  VERT ORDER  -  FIRST     CLASS II
 FO0695
 FO0695.The horizontal coordinates were scaled from a topographic map and have
 FO0695.an estimated accuracy of +/- 6 seconds.
 FO0695
 FO0695.The orthometric height was determined by differential leveling
 FO0695.and adjusted by the National Geodetic Survey in June 1991..
 FO0695
 FO0695.The geoid height was determined by GEOID03.
 FO0695
 FO0695.The dynamic height is computed by dividing the NAVD 88
 FO0695.geopotential number by the normal gravity value computed on the
 FO0695.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0695.degrees latitude (g = 980.6199 gals.).
 FO0695
 FO0695.The modeled gravity was interpolated from observed gravity values.
 FO0695
 FO0695;                    North         East    Units  Estimated Accuracy
 FO0695;SPC NM W     -   470,580.      819,640.      MT  (+/- 180 meters Scaled)
 FO0695
 FO0695                          SUPERSEDED SURVEY CONTROL
 FO0695
 FO0695  NGVD 29 (??/??/92) 2010.061  (m)         6594.68   (f) ADJ UNCH    1 2
 FO0695
 FO0695.Superseded values are not recommended for survey control.
 FO0695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0695.See file dsdata.txt to determine how the superseded data were derived.
 FO0695
 FO0695_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBV318040(NAD 83)
 FO0695_MARKER: DB = BENCH MARK DISK
 FO0695_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FO0695_SP_SET: BRIDGE
 FO0695_STAMPING: C 210 1941
 FO0695_MARK LOGO: CGS   
 FO0695_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FO0695
 FO0695  HISTORY     - Date     Condition        Report By
 FO0695  HISTORY     - 1941     MONUMENTED       CGS
 FO0695  HISTORY     - 1949     GOOD             NGS
 FO0695  HISTORY     - 1982     GOOD             NGS
 FO0695
 FO0695                          STATION DESCRIPTION
 FO0695
 FO0695'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 FO0695'8.9 MI NW FROM GRANTS.
 FO0695'TO REACH FROM THE ATCHISON, TOPEKA AND SANTA FE RAILROAD STATION AT
 FO0695'GRANTS-- GO 8.9 MILES NORTHWESTERLY ALONG THE ATCHISON, TOPEKA AND
 FO0695'SANTA FE RAILROAD RIGHT-OF-WAY TO STEEL GIRDER BRIDGE NO. A 105 AND
 FO0695'SITE OF BENCH MARK.  BENCH MARK IS 4 POLES SOUTHEAST OF MILE POLE NO.
 FO0695'104 1/2, SET HORIZONTALLY IN THE TOP OF THE SOUTHWEST END OF THE
 FO0695'NORTHWEST ABUTMENT OF STEEL GIRDER BRIDGE NO. A 105, 11.0 FEET
 FO0695'SOUTHWEST OF AND ABOUT 1.2 FEET BELOW THE CENTERLINE OF THE MAIN SOUTH
 FO0695'TRACK.  IT IS 1.6 FEET WEST OF THE NORTHWEST END OF STEEL GIRDER AND
 FO0695'1.1 FEET NORTHEAST OF THE SOUTHWEST END OF CONCRETE ABUTMENT.
 FO0695
 FO0695                          STATION RECOVERY (1949)
 FO0695
 FO0695'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1949
 FO0695'RECOVERED IN GOOD CONDITION.
 FO0695
 FO0695                          STATION RECOVERY (1982)
 FO0695
 FO0695'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FO0695'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  14.4 KM (8.95
 FO0695'MI) NORTHWESTERLY ALONG THE SANTA FE RAILROAD FROM THE RAILROAD
 FO0695'STATION IN GRANTS, AT THE CROSSING OF STATE HIGHWAY 334, IN THE
 FO0695'SOUTHWEST END OF THE NORTHWEST CONCRETE ABUTMENT OF RAILROAD BRIDGE
 FO0695'NUMBER 104.4, 2.3 METERS (7.5 FT) SOUTHWEST OF THE NEAR RAIL AND 0.3
 FO0695'METER (1.0 FT) NORTHEAST OF THE SOUTHWEST END OF THE ABUTMENT.
 FO0695'THE MARK IS 0.4 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0732 ***********************************************************************
 FO0732  DESIGNATION -  C 211
 FO0732  PID         -  FO0732
 FO0732  STATE/COUNTY-  NM/CIBOLA
 FO0732  USGS QUAD   -  MC CARTYS (1971)
 FO0732
 FO0732                         *CURRENT SURVEY CONTROL
 FO0732  ___________________________________________________________________
 FO0732* NAD 83(1986)-  35 03 33.     (N)    107 37 40.     (W)     SCALED    
 FO0732* NAVD 88     -      1856.625  (meters)    6091.28   (feet)  ADJUSTED  
 FO0732  ___________________________________________________________________
 FO0732  GEOID HEIGHT-         -20.72  (meters)                     GEOID03
 FO0732  DYNAMIC HT  -        1853.990 (meters)    6082.63  (feet)  COMP
 FO0732  MODELED GRAV-     979,149.3   (mgal)                       NAVD 88
 FO0732
 FO0732  VERT ORDER  -  FIRST     CLASS II
 FO0732
 FO0732.The horizontal coordinates were scaled from a topographic map and have
 FO0732.an estimated accuracy of +/- 6 seconds.
 FO0732
 FO0732.The orthometric height was determined by differential leveling
 FO0732.and adjusted by the National Geodetic Survey in June 1991..
 FO0732
 FO0732.The geoid height was determined by GEOID03.
 FO0732
 FO0732.The dynamic height is computed by dividing the NAVD 88
 FO0732.geopotential number by the normal gravity value computed on the
 FO0732.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0732.degrees latitude (g = 980.6199 gals.).
 FO0732
 FO0732.The modeled gravity was interpolated from observed gravity values.
 FO0732
 FO0732;                    North         East    Units  Estimated Accuracy
 FO0732;SPC NM W     -   450,160.      848,750.      MT  (+/- 180 meters Scaled)
 FO0732
 FO0732                          SUPERSEDED SURVEY CONTROL
 FO0732
 FO0732  NGVD 29 (??/??/92) 1855.594  (m)         6087.89   (f) ADJ UNCH    1 2
 FO0732
 FO0732.Superseded values are not recommended for survey control.
 FO0732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0732.See file dsdata.txt to determine how the superseded data were derived.
 FO0732
 FO0732_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBU603827(NAD 83)
 FO0732_MARKER: DB = BENCH MARK DISK
 FO0732_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FO0732_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FO0732_STAMPING: C 211 1941
 FO0732_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO0732+STABILITY: SURFACE MOTION
 FO0732
 FO0732  HISTORY     - Date     Condition        Report By
 FO0732  HISTORY     - 1941     MONUMENTED       CGS
 FO0732  HISTORY     - 1982     MARK NOT FOUND   NGS
 FO0732
 FO0732                          STATION DESCRIPTION
 FO0732
 FO0732'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 FO0732'12.0 MI W FROM NEW LAGUNA.
 FO0732'TO REACH FROM THE ATCHISON, TOPEKA AND SANTA FE RAILROAD STATION AT
 FO0732'NEW LAGUNA-- GO 12.0 MILES WESTERLY ALONG THE ATCHISON, TOPEKA AND
 FO0732'SANTA FE RIGHT-OF-WAY TO THE SITE OF BENCH MARK.  BENCH MARK IS ABOUT
 FO0732'1.8 MILES EAST OF SIDING SIGN MCCARTYS, OPPOSITE FIRST POLE WEST OF
 FO0732'MILE POLE NO. 80 1/2 AND 74.0 FEET NORTHWEST OF HALF-SECTION BLOCK
 FO0732'SIGNAL.  IT IS 68.0 FEET NORTH OF AND ABOUT 9.0 FEET BELOW THE
 FO0732'CENTERLINE OF THE MAIN NORTH TRACKS, 6.0 FEET NORTH OF THE NORTH POLE
 FO0732'OF DOUBLE POLE TRANSFORMER POLES AND 3.0 FEET WEST OF A 4X4-INCH
 FO0732'WOODEN MARKER POST.  THE MONUMENT PROJECTS 0.5 FOOT.
 FO0732
 FO0732                          STATION RECOVERY (1982)
 FO0732
 FO0732'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FO0732'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0438 ***********************************************************************
 EQ0438  DESIGNATION -  C 212
 EQ0438  PID         -  EQ0438
 EQ0438  STATE/COUNTY-  NM/CATRON
 EQ0438  USGS QUAD   -  THIRD CANYON (1964)
 EQ0438
 EQ0438                         *CURRENT SURVEY CONTROL
 EQ0438  ___________________________________________________________________
 EQ0438* NAD 83(1986)-  34 24 12.     (N)    107 56 19.     (W)     SCALED    
 EQ0438* NAVD 88     -      2244.342  (meters)    7363.31   (feet)  POSTED    
 EQ0438  ___________________________________________________________________
 EQ0438  GEOID HEIGHT-         -21.09  (meters)                     GEOID03
 EQ0438  DYNAMIC HT  -        2240.880 (meters)    7351.95  (feet)  COMP
 EQ0438  MODELED GRAV-     979,010.3   (mgal)                       NAVD 88
 EQ0438
 EQ0438  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EQ0438
 EQ0438.The horizontal coordinates were scaled from a topographic map and have
 EQ0438.an estimated accuracy of +/- 6 seconds.
 EQ0438
 EQ0438.The orthometric height was determined by differential leveling
 EQ0438.and adjusted by the National Geodetic Survey in 1992..
 EQ0438.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EQ0438.rate of 0.0 thru 1.0 mm/km.
 EQ0438
 EQ0438.The geoid height was determined by GEOID03.
 EQ0438
 EQ0438.The dynamic height is computed by dividing the NAVD 88
 EQ0438.geopotential number by the normal gravity value computed on the
 EQ0438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0438.degrees latitude (g = 980.6199 gals.).
 EQ0438
 EQ0438.The modeled gravity was interpolated from observed gravity values.
 EQ0438
 EQ0438;                    North         East    Units  Estimated Accuracy
 EQ0438;SPC NM W     -   377,400.      820,320.      MT  (+/- 180 meters Scaled)
 EQ0438
 EQ0438                          SUPERSEDED SURVEY CONTROL
 EQ0438
 EQ0438  NGVD 29 (??/??/92) 2243.358  (m)         7360.08   (f) ADJ UNCH    2 0
 EQ0438
 EQ0438.Superseded values are not recommended for survey control.
 EQ0438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0438.See file dsdata.txt to determine how the superseded data were derived.
 EQ0438
 EQ0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBU298107(NAD 83)
 EQ0438_MARKER: DB = BENCH MARK DISK
 EQ0438_SETTING: 66 = SET IN ROCK OUTCROP
 EQ0438_SP_SET: OUTCROP
 EQ0438_STAMPING: C 212 1941
 EQ0438_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EQ0438+STABILITY: POSITION/ELEVATION WELL
 EQ0438
 EQ0438  HISTORY     - Date     Condition        Report By
 EQ0438  HISTORY     - 1941     MONUMENTED       CGS
 EQ0438
 EQ0438                          STATION DESCRIPTION
 EQ0438
 EQ0438'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 EQ0438'11.3 MI NE FROM TRES LAGUNAS.
 EQ0438'TO REACH BENCH MARK FROM THE POST OFFICE AT TRES LAGUNAS, PROCEED
 EQ0438'NORTHEAST ON GRADED ROAD, GO 9.8 MILES TO INTERSECTION OF ROADS NEAR
 EQ0438'THE MCPHAUL RANCH.  THENCE, TURN LEFT (NORTH) AND GO 1.5 MILES TO SITE
 EQ0438'OF BENCH MARK.  BENCH MARK IS ABOUT 0.2 MILE EAST OF WHERE THE ROAD
 EQ0438'CROSSES OVER A SMALL ROCKY RIDGE.  ABOUT 140.0 FEET NORTH OF AND ABOUT
 EQ0438'6.0 FEET ABOVE THE CENTERLINE OF THE ROAD, SET HORIZONTALLY IN TOP OF
 EQ0438'EAST SIDE OF A PROJECTION OF SANDSTONE OUTCROP.  10.0 FEET NORTH OF
 EQ0438'THE SOUTH END AND 3.0 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0025 ***********************************************************************
 DT0025  DESIGNATION -  C 213
 DT0025  PID         -  DT0025
 DT0025  STATE/COUNTY-  NM/CATRON
 DT0025  USGS QUAD   -  INDIAN PEAKS WEST (1981)
 DT0025
 DT0025                         *CURRENT SURVEY CONTROL
 DT0025  ___________________________________________________________________
 DT0025* NAD 83(1986)-  33 35 06.     (N)    108 05 16.     (W)     SCALED    
 DT0025* NAVD 88     -      2196.352  (meters)    7205.86   (feet)  ADJUSTED  
 DT0025  ___________________________________________________________________
 DT0025  GEOID HEIGHT-         -22.20  (meters)                     GEOID03
 DT0025  DYNAMIC HT  -        2192.805 (meters)    7194.23  (feet)  COMP
 DT0025  MODELED GRAV-     978,943.1   (mgal)                       NAVD 88
 DT0025
 DT0025  VERT ORDER  -  SECOND    CLASS 0
 DT0025
 DT0025.The horizontal coordinates were scaled from a topographic map and have
 DT0025.an estimated accuracy of +/- 6 seconds.
 DT0025
 DT0025.The orthometric height was determined by differential leveling
 DT0025.and adjusted by the National Geodetic Survey in June 1991..
 DT0025
 DT0025.The geoid height was determined by GEOID03.
 DT0025
 DT0025.The dynamic height is computed by dividing the NAVD 88
 DT0025.geopotential number by the normal gravity value computed on the
 DT0025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0025.degrees latitude (g = 980.6199 gals.).
 DT0025
 DT0025.The modeled gravity was interpolated from observed gravity values.
 DT0025
 DT0025;                    North         East    Units  Estimated Accuracy
 DT0025;SPC NM W     -   286,660.      806,380.      MT  (+/- 180 meters Scaled)
 DT0025
 DT0025                          SUPERSEDED SURVEY CONTROL
 DT0025
 DT0025  NGVD 29 (??/??/92) 2195.363  (m)         7202.62   (f) ADJ UNCH    2 0
 DT0025
 DT0025.Superseded values are not recommended for survey control.
 DT0025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0025.See file dsdata.txt to determine how the superseded data were derived.
 DT0025
 DT0025_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYC702199(NAD 83)
 DT0025_MARKER: DB = BENCH MARK DISK
 DT0025_SETTING: 66 = SET IN ROCK OUTCROP
 DT0025_SP_SET: ROCK CLIFF
 DT0025_STAMPING: C 213 1941
 DT0025_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DT0025+STABILITY: POSITION/ELEVATION WELL
 DT0025
 DT0025  HISTORY     - Date     Condition        Report By
 DT0025  HISTORY     - 1941     MONUMENTED       CGS
 DT0025  HISTORY     - 1975     MARK NOT FOUND   USGS
 DT0025
 DT0025                          STATION DESCRIPTION
 DT0025
 DT0025'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 DT0025'12.9 MI N FROM BEAVERHEAD.
 DT0025'TO REACH BENCH MARK FROM THE RANGER STATION AT BEAVERHEAD, PROCEED
 DT0025'NORTHWEST ON STATE HIGHWAY NO. 184, GO 6.2 MILES TO INTERSECTION OF
 DT0025'STATE HIGHWAYS NO. 184 AND NO. 145.  THENCE, TURN RIGHT (NORTHEAST)
 DT0025'ONTO STATE HIGHWAY NO. 145 AND GO 6.7 MILES TO SITE OF BENCH MARK.
 DT0025'BENCH MARK IS SET HORIZONTALLY IN TOP OF A BROWN COLORED ROCK AT THE
 DT0025'FOOT OF A ROCK CLIFF.  ABOUT 100.0 FEET SOUTH OF THE NORTH END OF THE
 DT0025'CLIFF.  40.0 FEET EAST OF AND ABOUT 2.0 FEET ABOVE THE CENTERLINE OF
 DT0025'THE HIGHWAY.  10.0 FEET WEST OF THE CLIFF.  ABOUT 2.0 FEET ABOVE THE
 DT0025'CENTERLINE OF THE HIGHWAY.  10.0 FEET WEST OF THE CLIFF.
 DT0025
 DT0025                          STATION RECOVERY (1975)
 DT0025
 DT0025'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 DT0025'FROM THE RANGER STATION AT BEAVERHEAD, 8.7 MILES NORTHWEST ALONG
 DT0025'STATE ROAD 61, THENCE 6.8 MILES NORTHEAST ALONG STATE ROAD 78, IT IS
 DT0025'AT THE FOOT OF A ROCK CLIFF, 100' SOUTH OF THE NORTH END OF THE
 DT0025'CLIFF, 40' EAST OF THE CENTER OF THE HIGHWAY, 10 FEET EAST OF THE
 DT0025'CLIFF ON TOP OF A BROWN COLORED ROCK ABOUT 2 FEET ABOVE THE HIGHWAY.
 DT0025'A STANDARD DISK STAMPED C 213 1941.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0469 ***********************************************************************
 GL0469  DESIGNATION -  C 214
 GL0469  PID         -  GL0469
 GL0469  STATE/COUNTY-  NM/UNION
 GL0469  USGS QUAD   -  MOSES (1972)
 GL0469
 GL0469                         *CURRENT SURVEY CONTROL
 GL0469  ___________________________________________________________________
 GL0469* NAD 83(1986)-  36 37 40.     (N)    103 04 24.     (W)     SCALED    
 GL0469* NAVD 88     -      1483.003  (meters)    4865.49   (feet)  ADJUSTED  
 GL0469  ___________________________________________________________________
 GL0469  GEOID HEIGHT-         -22.19  (meters)                     GEOID03
 GL0469  DYNAMIC HT  -        1481.296 (meters)    4859.89  (feet)  COMP
 GL0469  MODELED GRAV-     979,428.5   (mgal)                       NAVD 88
 GL0469
 GL0469  VERT ORDER  -  SECOND    CLASS 0
 GL0469
 GL0469.The horizontal coordinates were scaled from a topographic map and have
 GL0469.an estimated accuracy of +/- 6 seconds.
 GL0469
 GL0469.The orthometric height was determined by differential leveling
 GL0469.and adjusted by the National Geodetic Survey in June 1991..
 GL0469
 GL0469.The geoid height was determined by GEOID03.
 GL0469
 GL0469.The dynamic height is computed by dividing the NAVD 88
 GL0469.geopotential number by the normal gravity value computed on the
 GL0469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0469.degrees latitude (g = 980.6199 gals.).
 GL0469
 GL0469.The modeled gravity was interpolated from observed gravity values.
 GL0469
 GL0469;                    North         East    Units  Estimated Accuracy
 GL0469;SPC NM E     -   624,910.      277,690.      MT  (+/- 180 meters Scaled)
 GL0469
 GL0469                          SUPERSEDED SURVEY CONTROL
 GL0469
 GL0469  NGVD 29 (??/??/92) 1482.311  (m)         4863.22   (f) ADJ UNCH    2 0
 GL0469
 GL0469.Superseded values are not recommended for survey control.
 GL0469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0469.See file dsdata.txt to determine how the superseded data were derived.
 GL0469
 GL0469_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA722553(NAD 83)
 GL0469_MARKER: DB = BENCH MARK DISK
 GL0469_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0469_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0469_STAMPING: C 214 1941
 GL0469_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0469+STABILITY: SURFACE MOTION
 GL0469_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GL0469+SATELLITE: SATELLITE OBSERVATIONS - October 08, 2005
 GL0469
 GL0469  HISTORY     - Date     Condition        Report By
 GL0469  HISTORY     - 1941     MONUMENTED       CGS
 GL0469  HISTORY     - 20051008 GOOD             INDIV
 GL0469
 GL0469                          STATION DESCRIPTION
 GL0469
 GL0469'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 GL0469'6.2 MI S FROM MOSES.
 GL0469'TO REACH BENCH MARK FROM THE POST OFFICE AT MOSES, PROCEED SOUTH ON
 GL0469'STATE HIGHWAY NO. 18, GO 5.2 MILES TO WHERE THE NEW HIGHWAY TURNS
 GL0469'WEST.  THENCE, CONTINUE SOUTH ON OLD HIGHWAY, GO 1.0 MILES TO SITE OF
 GL0469'BENCH MARK.  BENCH MARK IS AT A SECTION CORNER.  33.0 FEET WEST OF AND
 GL0469'ABOUT THE SAME ELEVATION AS THE CENTER LINE OF THE ROAD.  3.0 FEET
 GL0469'WESTOF THE RIGHT OF WAY FENCE.  3.0 FEET EAST OF A 4 X 4 INCH WOODEN
 GL0469'MARKER POST, AND 1.0 FOOT NORTH OF AN EAST-WEST FENCE.
 GL0469
 GL0469                          STATION RECOVERY (2005)
 GL0469
 GL0469'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (SGK)
 GL0469'THE NORTH-SOUTH RIGHT OF WAY FENCE LIES OVER THE MARKER.  THE
 GL0469'EAST-WEST FENCE HAS BEEN MOVED ABOUT 14 FEET TO THE NORTH OF THE
 GL0469'MARKER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0276 ***********************************************************************
 DQ0276  DESIGNATION -  C 215
 DQ0276  PID         -  DQ0276
 DQ0276  STATE/COUNTY-  NM/ROOSEVELT
 DQ0276  USGS QUAD   -  MILNESAND NW (1984)
 DQ0276
 DQ0276                         *CURRENT SURVEY CONTROL
 DQ0276  ___________________________________________________________________
 DQ0276* NAD 83(1986)-  33 39 26.     (N)    103 28 42.     (W)     SCALED    
 DQ0276* NAVD 88     -      1312.849  (meters)    4307.24   (feet)  ADJUSTED  
 DQ0276  ___________________________________________________________________
 DQ0276  GEOID HEIGHT-         -22.52  (meters)                     GEOID03
 DQ0276  DYNAMIC HT  -        1311.061 (meters)    4301.37  (feet)  COMP
 DQ0276  MODELED GRAV-     979,228.8   (mgal)                       NAVD 88
 DQ0276
 DQ0276  VERT ORDER  -  SECOND    CLASS 0
 DQ0276
 DQ0276.The horizontal coordinates were scaled from a topographic map and have
 DQ0276.an estimated accuracy of +/- 6 seconds.
 DQ0276
 DQ0276.The orthometric height was determined by differential leveling
 DQ0276.and adjusted by the National Geodetic Survey in June 1991..
 DQ0276
 DQ0276.The geoid height was determined by GEOID03.
 DQ0276
 DQ0276.The dynamic height is computed by dividing the NAVD 88
 DQ0276.geopotential number by the normal gravity value computed on the
 DQ0276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0276.degrees latitude (g = 980.6199 gals.).
 DQ0276
 DQ0276.The modeled gravity was interpolated from observed gravity values.
 DQ0276
 DQ0276;                    North         East    Units  Estimated Accuracy
 DQ0276;SPC NM E     -   294,970.      244,300.      MT  (+/- 180 meters Scaled)
 DQ0276
 DQ0276                          SUPERSEDED SURVEY CONTROL
 DQ0276
 DQ0276  NGVD 29 (??/??/92) 1312.298  (m)         4305.43   (f) ADJ UNCH    2 0
 DQ0276
 DQ0276.Superseded values are not recommended for survey control.
 DQ0276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0276.See file dsdata.txt to determine how the superseded data were derived.
 DQ0276
 DQ0276_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFT410251(NAD 83)
 DQ0276_MARKER: DB = BENCH MARK DISK
 DQ0276_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0276_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DQ0276_STAMPING: C 215 1943
 DQ0276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0276+STABILITY: SURFACE MOTION
 DQ0276
 DQ0276  HISTORY     - Date     Condition        Report By
 DQ0276  HISTORY     - 1943     MONUMENTED       CGS
 DQ0276
 DQ0276                          STATION DESCRIPTION
 DQ0276
 DQ0276'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 DQ0276'9.2 MI NW FROM MILNESAND.
 DQ0276'THIS MARK IS ABOUT 9.2 MILES NORTHWEST FROM THE POST OFFICE AT
 DQ0276'MILNESAND, ROOSEVELT COUNTY, SET ON THE OUT SIDE OF A 90 DEGREE CURVE,
 DQ0276'AND NEAR A ROAD RUNNING SOUTHWEST TO A YELLOW BUNGALOW, 2.0 FEET NORTH
 DQ0276'OF A FENCE RUNNING EAST-WEST, 33.0 FEET SOUTH OF THE CENTER LINE OF
 DQ0276'THE ROAD, 16.0 FEET EAST OF THE CENTER LINE OF A ROAD LEADING INTO A
 DQ0276'FIELD, PROJECTING ABOUT 5-INCHES ABOVE THE GROUND, 2.0 FEET NORTHWEST
 DQ0276'OF A WHITE REFERENCE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0660 ***********************************************************************
 FO0660  DESIGNATION -  C 217
 FO0660  PID         -  FO0660
 FO0660  STATE/COUNTY-  NM/CIBOLA
 FO0660  USGS QUAD   -  SEBOYETA (1957)
 FO0660
 FO0660                         *CURRENT SURVEY CONTROL
 FO0660  ___________________________________________________________________
 FO0660* NAD 83(1986)-  35 10 31.     (N)    107 27 12.     (W)     SCALED    
 FO0660* NAVD 88     -      2330.552  (meters)    7646.15   (feet)  ADJUSTED  
 FO0660  ___________________________________________________________________
 FO0660  GEOID HEIGHT-         -20.40  (meters)                     GEOID03
 FO0660  DYNAMIC HT  -        2327.094 (meters)    7634.81  (feet)  COMP
 FO0660  MODELED GRAV-     979,066.2   (mgal)                       NAVD 88
 FO0660
 FO0660  VERT ORDER  -  SECOND    CLASS 0
 FO0660
 FO0660.The horizontal coordinates were scaled from a topographic map and have
 FO0660.an estimated accuracy of +/- 6 seconds.
 FO0660
 FO0660.The orthometric height was determined by differential leveling
 FO0660.and adjusted by the National Geodetic Survey in June 1991..
 FO0660
 FO0660.The geoid height was determined by GEOID03.
 FO0660
 FO0660.The dynamic height is computed by dividing the NAVD 88
 FO0660.geopotential number by the normal gravity value computed on the
 FO0660.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0660.degrees latitude (g = 980.6199 gals.).
 FO0660
 FO0660.The modeled gravity was interpolated from observed gravity values.
 FO0660
 FO0660;                    North         East    Units  Estimated Accuracy
 FO0660;SPC NM W     -   463,090.      864,610.      MT  (+/- 180 meters Scaled)
 FO0660
 FO0660                          SUPERSEDED SURVEY CONTROL
 FO0660
 FO0660  NGVD 29 (??/??/92) 2329.368  (m)         7642.27   (f) ADJ UNCH    2 0
 FO0660
 FO0660.Superseded values are not recommended for survey control.
 FO0660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0660.See file dsdata.txt to determine how the superseded data were derived.
 FO0660
 FO0660_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBU765952(NAD 83)
 FO0660_MARKER: DB = BENCH MARK DISK
 FO0660_SETTING: 80 = SET IN A BOULDER
 FO0660_STAMPING: C 217 1941
 FO0660_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO0660+STABILITY: SURFACE MOTION
 FO0660
 FO0660  HISTORY     - Date     Condition        Report By
 FO0660  HISTORY     - 1941     MONUMENTED       CGS
 FO0660
 FO0660                          STATION DESCRIPTION
 FO0660
 FO0660'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 FO0660'8.0 MI NW FROM ENCINAL.
 FO0660'TO REACH FROM THE CATHOLIC CHURCH AT ENCINAL-- GO 3.1 MILES EASTERLY
 FO0660'ALONG THE ROAD TO SAN MATEO TO THE INTERSECTION OF ROAD LEADING
 FO0660'EASTERLY.  THENCE, CONTINUE 4.9 MILES NORTHERLY ALONG THE ROAD TO SAN
 FO0660'MATEO TO THE SITE OF BENCH MARK.  BENCH MARK IS 78.0 FEET SOUTHEAST OF
 FO0660'CATTLE GUARD THAT IS ABOUT 1.6 MILES NORTH OF LAGUNA RESERVATION
 FO0660'BOUDARY FENCE, 36.0 FEET SOUTH OF AND ABOUT 1.5 FEET ABOVE THE
 FO0660'CENTERLINE OF THE ROAD.  IT IS SET HORIZONTALLY IN OBLONG BOULDER
 FO0660'PROJECTING 0.7 FOOT AMONG BOULDER RIDGE OUTCROP.  IT IS 16.0 FEET
 FO0660'NORTH OF A CEDAR TREE AND 10.0 FEET SOUTHEAST OF SMALL PINON TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0131 ***********************************************************************
 ER0131  DESIGNATION -  C 218
 ER0131  PID         -  ER0131
 ER0131  STATE/COUNTY-  NM/CIBOLA
 ER0131  USGS QUAD   -  ATARQUE LAKE (1972)
 ER0131
 ER0131                         *CURRENT SURVEY CONTROL
 ER0131  ___________________________________________________________________
 ER0131* NAD 83(1986)-  34 48 29.     (N)    108 46 22.     (W)     SCALED    
 ER0131* NAVD 88     -      2086.169  (meters)    6844.37   (feet)  ADJUSTED  
 ER0131  ___________________________________________________________________
 ER0131  GEOID HEIGHT-         -22.01  (meters)                     GEOID03
 ER0131  DYNAMIC HT  -        2083.062 (meters)    6834.18  (feet)  COMP
 ER0131  MODELED GRAV-     979,071.0   (mgal)                       NAVD 88
 ER0131
 ER0131  VERT ORDER  -  SECOND    CLASS 0
 ER0131
 ER0131.The horizontal coordinates were scaled from a topographic map and have
 ER0131.an estimated accuracy of +/- 6 seconds.
 ER0131
 ER0131.The orthometric height was determined by differential leveling
 ER0131.and adjusted by the National Geodetic Survey in June 1991..
 ER0131
 ER0131.The geoid height was determined by GEOID03.
 ER0131
 ER0131.The dynamic height is computed by dividing the NAVD 88
 ER0131.geopotential number by the normal gravity value computed on the
 ER0131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0131.degrees latitude (g = 980.6199 gals.).
 ER0131
 ER0131.The modeled gravity was interpolated from observed gravity values.
 ER0131
 ER0131;                    North         East    Units  Estimated Accuracy
 ER0131;SPC NM W     -   422,690.      744,050.      MT  (+/- 180 meters Scaled)
 ER0131
 ER0131                          SUPERSEDED SURVEY CONTROL
 ER0131
 ER0131  NGVD 29 (??/??/92) 2085.166  (m)         6841.08   (f) ADJ UNCH    2 0
 ER0131
 ER0131.Superseded values are not recommended for survey control.
 ER0131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0131.See file dsdata.txt to determine how the superseded data were derived.
 ER0131
 ER0131_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYD037540(NAD 83)
 ER0131_MARKER: DB = BENCH MARK DISK
 ER0131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ER0131_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ER0131_STAMPING: C 218 1941
 ER0131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0131+STABILITY: SURFACE MOTION
 ER0131
 ER0131  HISTORY     - Date     Condition        Report By
 ER0131  HISTORY     - 1941     MONUMENTED       CGS
 ER0131  HISTORY     - 1972     GOOD             NGS
 ER0131  HISTORY     - 1972     GOOD             USGS
 ER0131
 ER0131                          STATION DESCRIPTION
 ER0131
 ER0131'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 ER0131'6.5 MI N FROM ATARQUE.
 ER0131'TO REACH FROM THE CATHOLIC CHURCH IN ATARQUE-- GO 6.5 MILES NORTHERLY
 ER0131'ALONG THE ROAD TO ZUNI TO THE SITE OF BENCH MARK.  BENCH MARK IS ABOUT
 ER0131'97.0 FEET NORTH OF THE SOUTHERLY POINT OF A RIDGE WHERE TWO SMALL
 ER0131'VALLEYS COME TOGETHER AND ABOUT 114.0 FEET WEST OF AND ABOUT 3.0 FEET
 ER0131'ABOVE THE CENTERLINE OF THE ROAD.  IT IS 36.0 FEET EAST OF A CEDAR
 ER0131'TREE AND 3.0 FEET WEST OF A 4X4-INCH WOODEN MARKER POST.  THE MONUMENT
 ER0131'PROJECTS 0.8 FOOT.
 ER0131
 ER0131                          STATION RECOVERY (1972)
 ER0131
 ER0131'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 ER0131'RECOVERED IN GOOD CONDITION.
 ER0131
 ER0131                          STATION RECOVERY (1972)
 ER0131
 ER0131'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 ER0131'C 218---18 MI N ALONG STATE HWY 32 FROM FENCE LAKE, VALENCIA CO. TO A
 ER0131'GRADED RD LEADING W TO ATARQUE RANCH HDQ, THENCE W ALONG GRADED RD 6
 ER0131'MI TO ATARQUE RANCH. TURN N ALONG TRACK RD 0.55 MI TO A RD FK. TAKE
 ER0131'RIGHT FK AND CONTINUE ANOTHER 1.15 MI TO A DRIAN BOTTOM AND DIM TRAIL
 ER0131'X-ING NW/SE, TURN UP DRAIN BOTTOM (NW) ACROSS COUNTRY FOR ABOUT 0.5
 ER0131'MI TO A SQUARE EARTHERN STOCK TANK. CONTINUE UP DR BOTTOM ON EAST FK
 ER0131'ABOUT 0.2 MI TO THE SE PT OF A PATCH OF TIMBER AND BM. BM IS 56 FT N
 ER0131'AND 23 FT E OF MOST SE TREE AT PT OF TIMBER. A STANDARD DISK, STAMPED
 ER0131''C 218 1941' AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0632 ***********************************************************************
 DQ0632  DESIGNATION -  C 219
 DQ0632  PID         -  DQ0632
 DQ0632  STATE/COUNTY-  NM/CHAVES
 DQ0632  USGS QUAD   -  KENNA (1979)
 DQ0632
 DQ0632                         *CURRENT SURVEY CONTROL
 DQ0632  ___________________________________________________________________
 DQ0632* NAD 83(1986)-  33 46 18.     (N)    103 45 39.     (W)     SCALED    
 DQ0632* NAVD 88     -      1368.964  (meters)    4491.34   (feet)  ADJUSTED  
 DQ0632  ___________________________________________________________________
 DQ0632  GEOID HEIGHT-         -22.78  (meters)                     GEOID03
 DQ0632  DYNAMIC HT  -        1367.092 (meters)    4485.20  (feet)  COMP
 DQ0632  MODELED GRAV-     979,220.8   (mgal)                       NAVD 88
 DQ0632
 DQ0632  VERT ORDER  -  SECOND    CLASS 0
 DQ0632
 DQ0632.The horizontal coordinates were scaled from a topographic map and have
 DQ0632.an estimated accuracy of +/- 6 seconds.
 DQ0632
 DQ0632.The orthometric height was determined by differential leveling
 DQ0632.and adjusted by the National Geodetic Survey in June 1991..
 DQ0632
 DQ0632.The geoid height was determined by GEOID03.
 DQ0632
 DQ0632.The dynamic height is computed by dividing the NAVD 88
 DQ0632.geopotential number by the normal gravity value computed on the
 DQ0632.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0632.degrees latitude (g = 980.6199 gals.).
 DQ0632
 DQ0632.The modeled gravity was interpolated from observed gravity values.
 DQ0632
 DQ0632;                    North         East    Units  Estimated Accuracy
 DQ0632;SPC NM E     -   307,480.      218,030.      MT  (+/- 180 meters Scaled)
 DQ0632
 DQ0632                          SUPERSEDED SURVEY CONTROL
 DQ0632
 DQ0632  NGVD 29 (??/??/92) 1368.343  (m)         4489.31   (f) ADJ UNCH    2 0
 DQ0632
 DQ0632.Superseded values are not recommended for survey control.
 DQ0632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0632.See file dsdata.txt to determine how the superseded data were derived.
 DQ0632
 DQ0632_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFT147375(NAD 83)
 DQ0632_MARKER: DB = BENCH MARK DISK
 DQ0632_SETTING: 0 = UNSPECIFIED SETTING
 DQ0632_STAMPING: C 219 1943
 DQ0632_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DQ0632
 DQ0632  HISTORY     - Date     Condition        Report By
 DQ0632  HISTORY     - 1943     MONUMENTED       CGS
 DQ0632  HISTORY     - 1975     GOOD             USGS
 DQ0632
 DQ0632                          STATION DESCRIPTION
 DQ0632
 DQ0632'DESCRIBED BY US GEOLOGICAL SURVEY 1975
 DQ0632'5.6 MI SE FROM KENNA.
 DQ0632'FROM THE POST OFFICE AT KENNA GO SOUTH ALONG GRADED ROAD FOR 5.0 MILES
 DQ0632'TO GRADED ROAD ON THE LEFT.  TURN LEFT (EAST), CROSSING CATTLE GUARD
 DQ0632'FOR 0.6 MILE WHERE BM IS LOCATED 36 FT. N. OF CENTER LINE OF ROAD. BM
 DQ0632'IS PROJECTING ABOUT 0.6 FT. ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0431 ***********************************************************************
 CW0431  DESIGNATION -  C 22
 CW0431  PID         -  CW0431
 CW0431  STATE/COUNTY-  NM/OTERO
 CW0431  USGS QUAD   -  DEADMAN CANYON (1981)
 CW0431
 CW0431                         *CURRENT SURVEY CONTROL
 CW0431  ___________________________________________________________________
 CW0431* NAD 83(1986)-  32 41 16.     (N)    105 59 48.     (W)     SCALED    
 CW0431* NAVD 88     -      1219.551  (meters)    4001.14   (feet)  ADJUSTED  
 CW0431  ___________________________________________________________________
 CW0431  GEOID HEIGHT-         -22.65  (meters)                     GEOID03
 CW0431  DYNAMIC HT  -        1217.755 (meters)    3995.25  (feet)  COMP
 CW0431  MODELED GRAV-     979,124.1   (mgal)                       NAVD 88
 CW0431
 CW0431  VERT ORDER  -  FIRST     CLASS II
 CW0431
 CW0431.The horizontal coordinates were scaled from a topographic map and have
 CW0431.an estimated accuracy of +/- 6 seconds.
 CW0431
 CW0431.The orthometric height was determined by differential leveling
 CW0431.and adjusted by the National Geodetic Survey in June 1991..
 CW0431.WARNING-Repeat measurements at this control monument indicate possible
 CW0431.vertical movement.
 CW0431
 CW0431.The geoid height was determined by GEOID03.
 CW0431
 CW0431.The dynamic height is computed by dividing the NAVD 88
 CW0431.geopotential number by the normal gravity value computed on the
 CW0431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0431.degrees latitude (g = 980.6199 gals.).
 CW0431
 CW0431.The modeled gravity was interpolated from observed gravity values.
 CW0431
 CW0431;                    North         East    Units  Estimated Accuracy
 CW0431;SPC NM C     -   187,160.      523,760.      MT  (+/- 180 meters Scaled)
 CW0431
 CW0431                          SUPERSEDED SURVEY CONTROL
 CW0431
 CW0431.No superseded survey control is available for this station.
 CW0431
 CW0431_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDS065171(NAD 83)
 CW0431_MARKER: DB = BENCH MARK DISK
 CW0431_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CW0431_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CW0431_STAMPING: 3999.165 C 22 1932
 CW0431_PROJECTION: PROJECTING 5 CENTIMETERS
 CW0431_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CW0431+STABILITY: SURFACE MOTION
 CW0431
 CW0431  HISTORY     - Date     Condition        Report By
 CW0431  HISTORY     - 1932     MONUMENTED       CGS
 CW0431  HISTORY     - 1968     GOOD             NGS
 CW0431  HISTORY     - 1980     GOOD             NGS
 CW0431
 CW0431                          STATION DESCRIPTION
 CW0431
 CW0431'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CW0431'14.8 MI S FROM ALAMOGORDO.
 CW0431'14.8 MILES SOUTH ALONG U.S. HIGHWAY 54 FROM THE SOUTHERN PACIFIC
 CW0431'RAILROAD STATION AT ALAMOGORDO, 150 FEET EAST OF THE CENTERLINE OF
 CW0431'U.S. HIGHWAY 54, 88 FEET NORTHWEST OF MILEPOST 1368, 89.8 FEET WEST OF
 CW0431'THE WEST RAIL, 3 FEET NORTH OF A WITNESS SIGN, SET IN THE TOP OF A
 CW0431'CONCRETE POST WHICH PROJECTS 2 INCHES ABOVE GROUND.
 CW0431
 CW0431                          STATION RECOVERY (1980)
 CW0431
 CW0431'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CW0431'23.8 KM (14.8 MI) SOUTHERLY ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 CW0431'THE STATION IN ALAMOGORDO,
 CW0431'0.2 KM (0.15 MI) NORTH OF HIGHWAY MILE POST 52, 45.7 METERS (150.0 FT)
 CW0431'EAST OF THE CENTERLINE OF U.S. HIGHWAY 54, 27.4 METERS (89.8 FT)
 CW0431'WEST OF THE NEAR RAIL AND 26.8 METERS (88.0 FT) NORTH-NORTHWEST
 CW0431'OF MILE POST 1368.
 CW0431'THE MARK IS 0.9 METERS  N FROM A WITNESS POST.
 CW0431'THE MARK IS 0.9 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0608 ***********************************************************************
 DQ0608  DESIGNATION -  C 220
 DQ0608  PID         -  DQ0608
 DQ0608  STATE/COUNTY-  NM/CHAVES
 DQ0608  USGS QUAD   -  CURLEW LAKE SE (1979)
 DQ0608
 DQ0608                         *CURRENT SURVEY CONTROL
 DQ0608  ___________________________________________________________________
 DQ0608* NAD 83(1986)-  33 31 28.     (N)    103 51 42.     (W)     SCALED    
 DQ0608* NAVD 88     -      1240.876  (meters)    4071.11   (feet)  ADJUSTED  
 DQ0608  ___________________________________________________________________
 DQ0608  GEOID HEIGHT-         -22.85  (meters)                     GEOID03
 DQ0608  DYNAMIC HT  -        1239.174 (meters)    4065.52  (feet)  COMP
 DQ0608  MODELED GRAV-     979,223.0   (mgal)                       NAVD 88
 DQ0608
 DQ0608  VERT ORDER  -  SECOND    CLASS 0
 DQ0608
 DQ0608.The horizontal coordinates were scaled from a topographic map and have
 DQ0608.an estimated accuracy of +/- 6 seconds.
 DQ0608
 DQ0608.The orthometric height was determined by differential leveling
 DQ0608.and adjusted by the National Geodetic Survey in June 1991..
 DQ0608
 DQ0608.The geoid height was determined by GEOID03.
 DQ0608
 DQ0608.The dynamic height is computed by dividing the NAVD 88
 DQ0608.geopotential number by the normal gravity value computed on the
 DQ0608.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0608.degrees latitude (g = 980.6199 gals.).
 DQ0608
 DQ0608.The modeled gravity was interpolated from observed gravity values.
 DQ0608
 DQ0608;                    North         East    Units  Estimated Accuracy
 DQ0608;SPC NM E     -   280,010.      208,810.      MT  (+/- 180 meters Scaled)
 DQ0608
 DQ0608                          SUPERSEDED SURVEY CONTROL
 DQ0608
 DQ0608  NGVD 29 (??/??/92) 1240.332  (m)         4069.32   (f) ADJ UNCH    2 0
 DQ0608
 DQ0608.Superseded values are not recommended for survey control.
 DQ0608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0608.See file dsdata.txt to determine how the superseded data were derived.
 DQ0608
 DQ0608_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFT057100(NAD 83)
 DQ0608_MARKER: DB = BENCH MARK DISK
 DQ0608_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0608_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DQ0608_STAMPING: C 220 1943
 DQ0608_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0608+STABILITY: SURFACE MOTION
 DQ0608
 DQ0608  HISTORY     - Date     Condition        Report By
 DQ0608  HISTORY     - 1943     MONUMENTED       CGS
 DQ0608
 DQ0608                          STATION DESCRIPTION
 DQ0608
 DQ0608'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 DQ0608'25.4 MI S FROM KENNA.
 DQ0608'THIS MARK IS ABOUT 25.4 MILES SOUTH FROM THE POST OFFICE AT KENNA,
 DQ0608'ABOUT 300.0 FEET NORTH OF A WELL AND AN EARTH DAM, 7.2 FEET WEST OF
 DQ0608'THE WEST END OF A GATE, 9.0 FEET SOUTH OF THE CENTER LINE OF THE ROAD,
 DQ0608'PROJECTING ABOUT 3-INCHES ABOVE THE GROUND, 2.0 FEET NORTHEAST OF A
 DQ0608'WHITE REFERENCE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0320 ***********************************************************************
 CE0320  DESIGNATION -  C 221
 CE0320  PID         -  CE0320
 CE0320  STATE/COUNTY-  NM/LUNA
 CE0320  USGS QUAD   -  COLUMBUS SE (1966)
 CE0320
 CE0320                         *CURRENT SURVEY CONTROL
 CE0320  ___________________________________________________________________
 CE0320* NAD 83(1986)-  31 49 43.     (N)    107 37 22.     (W)     SCALED    
 CE0320* NAVD 88     -      1223.363  (meters)    4013.65   (feet)  ADJUSTED  
 CE0320  ___________________________________________________________________
 CE0320  GEOID HEIGHT-         -24.85  (meters)                     GEOID03
 CE0320  DYNAMIC HT  -        1221.504 (meters)    4007.55  (feet)  COMP
 CE0320  MODELED GRAV-     979,078.3   (mgal)                       NAVD 88
 CE0320
 CE0320  VERT ORDER  -  SECOND    CLASS 0
 CE0320
 CE0320.The horizontal coordinates were scaled from a topographic map and have
 CE0320.an estimated accuracy of +/- 6 seconds.
 CE0320
 CE0320.The orthometric height was determined by differential leveling
 CE0320.and adjusted by the National Geodetic Survey in June 1991..
 CE0320
 CE0320.The geoid height was determined by GEOID03.
 CE0320
 CE0320.The dynamic height is computed by dividing the NAVD 88
 CE0320.geopotential number by the normal gravity value computed on the
 CE0320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0320.degrees latitude (g = 980.6199 gals.).
 CE0320
 CE0320.The modeled gravity was interpolated from observed gravity values.
 CE0320
 CE0320;                    North         East    Units  Estimated Accuracy
 CE0320;SPC NM W     -    91,890.      849,930.      MT  (+/- 180 meters Scaled)
 CE0320
 CE0320                          SUPERSEDED SURVEY CONTROL
 CE0320
 CE0320  NGVD 29 (??/??/92) 1222.785  (m)         4011.75   (f) ADJ UNCH    2 0
 CE0320
 CE0320.Superseded values are not recommended for survey control.
 CE0320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0320.See file dsdata.txt to determine how the superseded data were derived.
 CE0320
 CE0320_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RBR517244(NAD 83)
 CE0320_MARKER: DB = BENCH MARK DISK
 CE0320_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CE0320_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CE0320_STAMPING: C 221 1945
 CE0320_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CE0320+STABILITY: SURFACE MOTION
 CE0320
 CE0320  HISTORY     - Date     Condition        Report By
 CE0320  HISTORY     - 1945     MONUMENTED       CGS
 CE0320  HISTORY     - 1965     MARK NOT FOUND   USGS
 CE0320
 CE0320                          STATION DESCRIPTION
 CE0320
 CE0320'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 CE0320'1.3 MI SE FROM COLUMBUS.
 CE0320'1.3 MILES SOUTHEAST OF AT THE COLUMBUS INTERNATIONAL AIR FIELD, 0.7
 CE0320'MILE EAST OF THE RADIO HOUSE, 0.1 MILE WEST OF THE EAST BOUNDARY OF
 CE0320'THE FIELD, AT A JOG IN THE NORTH BOUNDARY FENCE, 5 FEET EAST OF A
 CE0320'CEDAR BRACE POST, 1 FOOT EAST OF 4X4 WITNESS POST, 4 INCHES NORTH OF
 CE0320'THE NORTH BOUNDARY FENCE, 2 INCHES ABOVE THE SURFACE.
 CE0320
 CE0320                          STATION RECOVERY (1965)
 CE0320
 CE0320'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 CE0320'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0205 ***********************************************************************
 EQ0205  DESIGNATION -  C 222
 EQ0205  PID         -  EQ0205
 EQ0205  STATE/COUNTY-  NM/SOCORRO
 EQ0205  USGS QUAD   -  LEMITAR (1971)
 EQ0205
 EQ0205                         *CURRENT SURVEY CONTROL
 EQ0205  ___________________________________________________________________
 EQ0205* NAD 83(1986)-  34 07 48.     (N)    106 53 44.     (W)     SCALED    
 EQ0205* NAVD 88     -      1409.133  (meters)    4623.13   (feet)  POSTED    
 EQ0205  ___________________________________________________________________
 EQ0205  GEOID HEIGHT-         -22.05  (meters)                     GEOID03
 EQ0205  DYNAMIC HT  -        1407.140 (meters)    4616.59  (feet)  COMP
 EQ0205  MODELED GRAV-     979,175.4   (mgal)                       NAVD 88
 EQ0205
 EQ0205  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 EQ0205
 EQ0205.The horizontal coordinates were scaled from a topographic map and have
 EQ0205.an estimated accuracy of +/- 6 seconds.
 EQ0205
 EQ0205.The orthometric height was determined by differential leveling
 EQ0205.and adjusted by the National Geodetic Survey in 1992..
 EQ0205.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 EQ0205.rate of 2.1 thru 3.0 mm/km.
 EQ0205
 EQ0205.The geoid height was determined by GEOID03.
 EQ0205
 EQ0205.The dynamic height is computed by dividing the NAVD 88
 EQ0205.geopotential number by the normal gravity value computed on the
 EQ0205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0205.degrees latitude (g = 980.6199 gals.).
 EQ0205
 EQ0205.The modeled gravity was interpolated from observed gravity values.
 EQ0205
 EQ0205;                    North         East    Units  Estimated Accuracy
 EQ0205;SPC NM C     -   347,260.      440,460.      MT  (+/- 180 meters Scaled)
 EQ0205
 EQ0205                          SUPERSEDED SURVEY CONTROL
 EQ0205
 EQ0205  NGVD 29 (??/??/92) 1408.385  (m)         4620.68   (f) ADJ UNCH    1 2
 EQ0205
 EQ0205.Superseded values are not recommended for survey control.
 EQ0205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0205.See file dsdata.txt to determine how the superseded data were derived.
 EQ0205
 EQ0205_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT252781(NAD 83)
 EQ0205_MARKER: DB = BENCH MARK DISK
 EQ0205_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EQ0205_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EQ0205_STAMPING: C 222 1951
 EQ0205_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EQ0205+STABILITY: SURFACE MOTION
 EQ0205
 EQ0205  HISTORY     - Date     Condition        Report By
 EQ0205  HISTORY     - 1951     MONUMENTED       CGS
 EQ0205  HISTORY     - 1978     MARK NOT FOUND   NGS
 EQ0205
 EQ0205                          STATION DESCRIPTION
 EQ0205
 EQ0205'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 EQ0205'5.0 MI N FROM SOCORRO.
 EQ0205'5.0 MILES NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD FROM
 EQ0205'THE STATION AT SOCORRO, AT A ROAD CROSSING, 6 1/2 POLES NORTH OF
 EQ0205'MILEPOST 973, 44.7 FEET WEST OF THE WEST RAIL, 53 FEET NORTH OF THE
 EQ0205'CENTER LINE OF A ROAD, 12 FEET NORTH OF A FENCE CORNER, 1.2 FEET EAST
 EQ0205'OF A FENCE, 2 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A
 EQ0205'CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 EQ0205
 EQ0205                          STATION RECOVERY (1978)
 EQ0205
 EQ0205'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EQ0205'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0282 ***********************************************************************
 EQ0282  DESIGNATION -  C 226
 EQ0282  PID         -  EQ0282
 EQ0282  STATE/COUNTY-  NM/VALENCIA
 EQ0282  USGS QUAD   -  LOS LUNAS (1991)
 EQ0282
 EQ0282                         *CURRENT SURVEY CONTROL
 EQ0282  ___________________________________________________________________
 EQ0282* NAD 83(1986)-  34 48 23.     (N)    106 44 02.     (W)     SCALED    
 EQ0282* NAVD 88     -      1479.834  (meters)    4855.09   (feet)  ADJUSTED  
 EQ0282  ___________________________________________________________________
 EQ0282  GEOID HEIGHT-         -21.79  (meters)                     GEOID03
 EQ0282  DYNAMIC HT  -        1477.796 (meters)    4848.40  (feet)  COMP
 EQ0282  MODELED GRAV-     979,206.6   (mgal)                       NAVD 88
 EQ0282
 EQ0282  VERT ORDER  -  FIRST     CLASS II
 EQ0282
 EQ0282.The horizontal coordinates were scaled from a topographic map and have
 EQ0282.an estimated accuracy of +/- 6 seconds.
 EQ0282
 EQ0282.The orthometric height was determined by differential leveling
 EQ0282.and adjusted by the National Geodetic Survey in June 1991..
 EQ0282
 EQ0282.The geoid height was determined by GEOID03.
 EQ0282
 EQ0282.The dynamic height is computed by dividing the NAVD 88
 EQ0282.geopotential number by the normal gravity value computed on the
 EQ0282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0282.degrees latitude (g = 980.6199 gals.).
 EQ0282
 EQ0282.The modeled gravity was interpolated from observed gravity values.
 EQ0282
 EQ0282;                    North         East    Units  Estimated Accuracy
 EQ0282;SPC NM C     -   422,200.      455,730.      MT  (+/- 180 meters Scaled)
 EQ0282
 EQ0282                          SUPERSEDED SURVEY CONTROL
 EQ0282
 EQ0282  NGVD 29 (??/??/92) 1479.074  (m)         4852.60   (f) ADJ UNCH    1 2
 EQ0282
 EQ0282.Superseded values are not recommended for survey control.
 EQ0282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0282.See file dsdata.txt to determine how the superseded data were derived.
 EQ0282
 EQ0282_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU413529(NAD 83)
 EQ0282_MARKER: DB = BENCH MARK DISK
 EQ0282_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EQ0282_SP_SET: CONCRETE BASE
 EQ0282_STAMPING: C 226 1951
 EQ0282_MARK LOGO: CGS   
 EQ0282_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EQ0282
 EQ0282  HISTORY     - Date     Condition        Report By
 EQ0282  HISTORY     - 1951     MONUMENTED       CGS
 EQ0282  HISTORY     - 1982     GOOD             NGS
 EQ0282  HISTORY     - 20050524 GOOD             GEOCAC
 EQ0282
 EQ0282                          STATION DESCRIPTION
 EQ0282
 EQ0282'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 EQ0282'IN LOS LUNAS.
 EQ0282'AT LOS LUNAS, AT THE CITY WATER TANK, 0.1 MILE EAST OF THE ATCHISON,
 EQ0282'TOPEKA AND SANTA FE RAILROAD, 72 FEET SOUTHWEST OF THE CENTER LINE OF
 EQ0282'THE MAIN STREET, 16.6 FEET SOUTHWEST OF THE SOUTHWEST EDGE OF A
 EQ0282'SIDEWALK, 0.3 FOOT ABOVE THE GROUND, SET IN THE TOP OF THE NORTHWEST
 EQ0282'CONCRETE BASE OF THE NORTHWEST LEG OF THE WATER TANK.
 EQ0282
 EQ0282                          STATION RECOVERY (1982)
 EQ0282
 EQ0282'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 EQ0282'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  IN LOS LUNAS,
 EQ0282'AT THE INTERSECTION OF MAIN STREET SE AND LOS LUNA AVENUE NE, 0.2 KM
 EQ0282'(0.1 MI) SOUTHEAST OF THE MAIN STREET SE CROSSING OF THE SANTA FE
 EQ0282'RAILROAD, IN THE NORTHWEST CORNER OF THE NORTHWEST CONCRETE FOUNDATION
 EQ0282'OF THE NORTHWEST LEG OF THE CITY WATER TANK, 24.7 METERS (81.0 FT)
 EQ0282'NORTHWEST OF THE CENTER OF THE AVENUE, 22.0 METERS (72.2 FT) SOUTHWEST
 EQ0282'OF THE CENTERLINE OF THE STREET, AND 5.1 METERS (16.7 FT) SOUTHWEST OF
 EQ0282'THE SOUTHWEST EDGE OF A SIDEWALK.
 EQ0282'THE MARK IS ABOVE LEVEL WITH THE STREET.
 EQ0282
 EQ0282                          STATION RECOVERY (2005)
 EQ0282
 EQ0282'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 EQ0282'HANDHELD COORDINATES ARE
 EQ0282'34 48.395N
 EQ0282'106 44.023W
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0252 ***********************************************************************
 FO0252  DESIGNATION -  C 227
 FO0252  PID         -  FO0252
 FO0252  STATE/COUNTY-  NM/BERNALILLO
 FO0252  USGS QUAD   -  ALAMEDA (1990)
 FO0252
 FO0252                         *CURRENT SURVEY CONTROL
 FO0252  ___________________________________________________________________
 FO0252* NAD 83(1986)-  35 11 21.     (N)    106 37 01.     (W)     SCALED    
 FO0252* NAVD 88     -      1525.126  (meters)    5003.68   (feet)  ADJUSTED  
 FO0252  ___________________________________________________________________
 FO0252  GEOID HEIGHT-         -21.11  (meters)                     GEOID03
 FO0252  DYNAMIC HT  -        1523.056 (meters)    4996.89  (feet)  COMP
 FO0252  MODELED GRAV-     979,224.1   (mgal)                       NAVD 88
 FO0252
 FO0252  VERT ORDER  -  FIRST     CLASS II
 FO0252
 FO0252.The horizontal coordinates were scaled from a topographic map and have
 FO0252.an estimated accuracy of +/- 6 seconds.
 FO0252
 FO0252.The orthometric height was determined by differential leveling
 FO0252.and adjusted by the National Geodetic Survey in June 1991..
 FO0252
 FO0252.The geoid height was determined by GEOID03.
 FO0252
 FO0252.The dynamic height is computed by dividing the NAVD 88
 FO0252.geopotential number by the normal gravity value computed on the
 FO0252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0252.degrees latitude (g = 980.6199 gals.).
 FO0252
 FO0252.The modeled gravity was interpolated from observed gravity values.
 FO0252
 FO0252;                    North         East    Units  Estimated Accuracy
 FO0252;SPC NM C     -   464,620.      466,580.      MT  (+/- 180 meters Scaled)
 FO0252
 FO0252                          SUPERSEDED SURVEY CONTROL
 FO0252
 FO0252  NGVD 29 (??/??/92) 1524.294  (m)         5000.95   (f) ADJ UNCH    1 2
 FO0252
 FO0252.Superseded values are not recommended for survey control.
 FO0252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0252.See file dsdata.txt to determine how the superseded data were derived.
 FO0252
 FO0252_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU527952(NAD 83)
 FO0252_MARKER: DB = BENCH MARK DISK
 FO0252_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FO0252_STAMPING: C 227 1951
 FO0252_MARK LOGO: CGS   
 FO0252_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO0252+STABILITY: SURFACE MOTION
 FO0252
 FO0252  HISTORY     - Date     Condition        Report By
 FO0252  HISTORY     - 1951     MONUMENTED       CGS
 FO0252  HISTORY     - 1984     GOOD             NGS
 FO0252
 FO0252                          STATION DESCRIPTION
 FO0252
 FO0252'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 FO0252'0.15 MI N FROM ALAMEDA.
 FO0252'0.15 MILE NORTH ALONG U.S. HIGHWAY 85 FROM THE POST OFFICE AT ALAMEDA
 FO0252'175 FEET NORTHEAST OF THE CENTER OF THE JUNCTION WITH AN OILED ROAD
 FO0252'LEADING WEST, 64 FEET NORTH OF POLE 5348, 32 FEET EAST OF THE CENTER
 FO0252'LINE OF THE HIGHWAY, SET IN THE TOP OF THE CENTER OF THE EAST HEADWALL
 FO0252'OF A CONCRETE CULVERT UNDER THE HIGHWAY.
 FO0252
 FO0252                          STATION RECOVERY (1984)
 FO0252
 FO0252'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FO0252'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0659 ***********************************************************************
 DR0659  DESIGNATION -  C 23
 DR0659  PID         -  DR0659
 DR0659  STATE/COUNTY-  NM/OTERO
 DR0659  USGS QUAD   -  SABINATA FLAT (1982)
 DR0659
 DR0659                         *CURRENT SURVEY CONTROL
 DR0659  ___________________________________________________________________
 DR0659* NAD 83(1986)-  33 07 03.     (N)    105 55 36.     (W)     SCALED    
 DR0659* NAVD 88     -      1583.615  (meters)    5195.58   (feet)  ADJUSTED  
 DR0659  ___________________________________________________________________
 DR0659  GEOID HEIGHT-         -21.27  (meters)                     GEOID03
 DR0659  DYNAMIC HT  -        1581.251 (meters)    5187.82  (feet)  COMP
 DR0659  MODELED GRAV-     979,089.2   (mgal)                       NAVD 88
 DR0659
 DR0659  VERT ORDER  -  FIRST     CLASS II
 DR0659
 DR0659.The horizontal coordinates were scaled from a topographic map and have
 DR0659.an estimated accuracy of +/- 6 seconds.
 DR0659
 DR0659.The orthometric height was determined by differential leveling
 DR0659.and adjusted by the National Geodetic Survey in June 1991..
 DR0659
 DR0659.The geoid height was determined by GEOID03.
 DR0659
 DR0659.The dynamic height is computed by dividing the NAVD 88
 DR0659.geopotential number by the normal gravity value computed on the
 DR0659.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0659.degrees latitude (g = 980.6199 gals.).
 DR0659
 DR0659.The modeled gravity was interpolated from observed gravity values.
 DR0659
 DR0659;                    North         East    Units  Estimated Accuracy
 DR0659;SPC NM C     -   234,830.      530,170.      MT  (+/- 180 meters Scaled)
 DR0659
 DR0659                          SUPERSEDED SURVEY CONTROL
 DR0659
 DR0659  NGVD 29 (??/??/92) 1582.947  (m)         5193.39   (f) ADJ UNCH    1 2
 DR0659
 DR0659.Superseded values are not recommended for survey control.
 DR0659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0659.See file dsdata.txt to determine how the superseded data were derived.
 DR0659
 DR0659_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDS135646(NAD 83)
 DR0659_MARKER: DB = BENCH MARK DISK
 DR0659_SETTING: 66 = SET IN ROCK OUTCROP
 DR0659_SP_SET: ROCK LEDGE
 DR0659_STAMPING: C 23 1933
 DR0659_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DR0659+STABILITY: POSITION/ELEVATION WELL
 DR0659
 DR0659  HISTORY     - Date     Condition        Report By
 DR0659  HISTORY     - 1933     MONUMENTED       CGS
 DR0659  HISTORY     - 1934     MARK NOT FOUND   NGS
 DR0659  HISTORY     - 1975     MARK NOT FOUND   USGS
 DR0659
 DR0659                          STATION DESCRIPTION
 DR0659
 DR0659'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DR0659'6.6 MI NE FROM TULAROSA.
 DR0659'6.6 MILES NORTHEAST ALONG U.S. HIGHWAY 70 FROM TULAROSA, OTERO COUNTY,
 DR0659'1.7 MILES NORTHEAST OF THE COTTONWOODS SERVICE STATION IN 1933, 253
 DR0659'FEET EAST OF STATION 1584 ON THE NEW HIGHWAY SURVEY, ON THE SOUTH SIDE
 DR0659'OF THE OLD HIGHWAY, ABOUT 200 FEET EAST OF THE CROSSING OVER A SMALL
 DR0659'CANYON, AND IN THE TOP OF A PROJECTING ROCK LEDGE.  A STANDARD DISK,
 DR0659'STAMPED C 23 1933.
 DR0659
 DR0659                          STATION RECOVERY (1975)
 DR0659
 DR0659'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 DR0659'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0629 ***********************************************************************
 CW0629  DESIGNATION -  C 230 RESET
 CW0629  PID         -  CW0629
 CW0629  STATE/COUNTY-  NM/EDDY
 CW0629  USGS QUAD   -  OTIS (1985)
 CW0629
 CW0629                         *CURRENT SURVEY CONTROL
 CW0629  ___________________________________________________________________
 CW0629* NAD 83(1986)-  32 21 28.     (N)    104 14 28.     (W)     SCALED    
 CW0629* NAVD 88     -       976.079  (meters)    3202.35   (feet)  ADJUSTED  
 CW0629  ___________________________________________________________________
 CW0629  GEOID HEIGHT-         -24.39  (meters)                     GEOID03
 CW0629  DYNAMIC HT  -         974.681 (meters)    3197.77  (feet)  COMP
 CW0629  MODELED GRAV-     979,174.9   (mgal)                       NAVD 88
 CW0629
 CW0629  VERT ORDER  -  FIRST     CLASS I
 CW0629
 CW0629.The horizontal coordinates were scaled from a topographic map and have
 CW0629.an estimated accuracy of +/- 6 seconds.
 CW0629
 CW0629.The orthometric height was determined by differential leveling
 CW0629.and adjusted by the National Geodetic Survey in June 1991..
 CW0629
 CW0629.The geoid height was determined by GEOID03.
 CW0629
 CW0629.The dynamic height is computed by dividing the NAVD 88
 CW0629.geopotential number by the normal gravity value computed on the
 CW0629.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0629.degrees latitude (g = 980.6199 gals.).
 CW0629
 CW0629.The modeled gravity was interpolated from observed gravity values.
 CW0629
 CW0629;                    North         East    Units  Estimated Accuracy
 CW0629;SPC NM E     -   150,540.      173,680.      MT  (+/- 180 meters Scaled)
 CW0629
 CW0629                          SUPERSEDED SURVEY CONTROL
 CW0629
 CW0629  NGVD 29 (??/??/92)  975.596  (m)         3200.77   (f) ADJ UNCH    1 1
 CW0629
 CW0629.Superseded values are not recommended for survey control.
 CW0629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0629.See file dsdata.txt to determine how the superseded data were derived.
 CW0629
 CW0629_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SER714803(NAD 83)
 CW0629_MARKER: DB = BENCH MARK DISK
 CW0629_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CW0629_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CW0629_STAMPING: C 230 1945 RESET 1977
 CW0629_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CW0629+STABILITY: SURFACE MOTION
 CW0629_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CW0629+SATELLITE: SATELLITE OBSERVATIONS - March 20, 2004
 CW0629
 CW0629  HISTORY     - Date     Condition        Report By
 CW0629  HISTORY     - 1977     MONUMENTED       NGS
 CW0629  HISTORY     - 20040320 GOOD             USPSQD
 CW0629
 CW0629                          STATION DESCRIPTION
 CW0629
 CW0629'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CW0629'4.75 MI SW FROM CARLSBAD.
 CW0629'4.75 MILES SOUTHWEST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE
 CW0629'COURTHOUSE, 0.35 MILE SOUTHWEST OF THE JUNCTION OF BOYD DRIVE, AT
 CW0629'THE JUNCTION OF AN ASPHALT ROAD LEADING NORTHWEST, 99 FT. NORTHWEST
 CW0629'OF THE CENTER LINE OF THE HIGHWAY, 101 FT. NORTHEAST OF THE CENTER
 CW0629'LINE OF THE ROAD, 59.5 FT. NORTH OF THE CENTER OF THE NORTHEAST END
 CW0629'OF A PIPE CULVERT, 135.5 FT. SOUTHWEST OF THE 2ND POWER LINE POLE
 CW0629'NORTHEAST OF A T JUNCTION POWER LINE POLE, 2 FT. SOUTHWEST OF THE
 CW0629'EXTENDED CENTER LINE OF AN ASPHALT STREET LEADING EAST, 1.0 FT.
 CW0629'SOUTHEAST OF A FENCE.
 CW0629
 CW0629                          STATION RECOVERY (2004)
 CW0629
 CW0629'RECOVERY NOTE BY US POWER SQUADRON 2004 (CAG)
 CW0629'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0573 ***********************************************************************
 DS0573  DESIGNATION -  C 231
 DS0573  PID         -  DS0573
 DS0573  STATE/COUNTY-  NM/SOCORRO
 DS0573  USGS QUAD   -  LUIS LOPEZ (1982)
 DS0573
 DS0573                         *CURRENT SURVEY CONTROL
 DS0573  ___________________________________________________________________
 DS0573* NAD 83(1986)-  33 59 42.     (N)    106 52 36.     (W)     SCALED    
 DS0573* NAVD 88     -      1392.981  (meters)    4570.14   (feet)  ADJUSTED  
 DS0573  ___________________________________________________________________
 DS0573  GEOID HEIGHT-         -22.30  (meters)                     GEOID03
 DS0573  DYNAMIC HT  -        1391.001 (meters)    4563.64  (feet)  COMP
 DS0573  MODELED GRAV-     979,166.9   (mgal)                       NAVD 88
 DS0573
 DS0573  VERT ORDER  -  FIRST     CLASS II
 DS0573
 DS0573.The horizontal coordinates were scaled from a topographic map and have
 DS0573.an estimated accuracy of +/- 6 seconds.
 DS0573
 DS0573.The orthometric height was determined by differential leveling
 DS0573.and adjusted by the National Geodetic Survey in June 1991..
 DS0573
 DS0573.The geoid height was determined by GEOID03.
 DS0573
 DS0573.The dynamic height is computed by dividing the NAVD 88
 DS0573.geopotential number by the normal gravity value computed on the
 DS0573.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0573.degrees latitude (g = 980.6199 gals.).
 DS0573
 DS0573.The modeled gravity was interpolated from observed gravity values.
 DS0573
 DS0573;                    North         East    Units  Estimated Accuracy
 DS0573;SPC NM C     -   332,280.      442,110.      MT  (+/- 180 meters Scaled)
 DS0573
 DS0573                          SUPERSEDED SURVEY CONTROL
 DS0573
 DS0573  NGVD 29 (??/??/92) 1392.265  (m)         4567.79   (f) ADJ UNCH    1 2
 DS0573
 DS0573.Superseded values are not recommended for survey control.
 DS0573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0573.See file dsdata.txt to determine how the superseded data were derived.
 DS0573
 DS0573_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT266631(NAD 83)
 DS0573_MARKER: DB = BENCH MARK DISK
 DS0573_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0573_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0573_STAMPING: C 231 1950
 DS0573_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0573+STABILITY: SURFACE MOTION
 DS0573
 DS0573  HISTORY     - Date     Condition        Report By
 DS0573  HISTORY     - 1950     MONUMENTED       CGS
 DS0573
 DS0573                          STATION DESCRIPTION
 DS0573
 DS0573'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 DS0573'4.2 MI S FROM SOCORRO.
 DS0573'4.2 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD FROM
 DS0573'THE STATION AT SOCORRO, 0.15 MILE NORTH OF A ROAD CROSSING, 91 FEET
 DS0573'EAST OF MILEPOST 982, 46 FEET EAST OF THE EAST RAIL, 1.2 FEET WEST OF
 DS0573'A FENCE, 2.6 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A
 DS0573'CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.  NOTE-- THIS
 DS0573'MARK IS 1.0 MILE NORTH OF BENCH MARK D 231.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0747 ***********************************************************************
 CX0747  DESIGNATION -  C 232
 CX0747  PID         -  CX0747
 CX0747  STATE/COUNTY-  NM/DONA ANA
 CX0747  USGS QUAD   -  PICACHO MOUNTAIN (1994)
 CX0747
 CX0747                         *CURRENT SURVEY CONTROL
 CX0747  ___________________________________________________________________
 CX0747* NAD 83(1986)-  32 17 01.     (N)    106 55 23.     (W)     SCALED    
 CX0747* NAVD 88     -      1349.928  (meters)    4428.89   (feet)  ADJUSTED  
 CX0747  ___________________________________________________________________
 CX0747  GEOID HEIGHT-         -24.05  (meters)                     GEOID03
 CX0747  DYNAMIC HT  -        1347.887 (meters)    4422.19  (feet)  COMP
 CX0747  MODELED GRAV-     979,080.4   (mgal)                       NAVD 88
 CX0747
 CX0747  VERT ORDER  -  SECOND    CLASS 0
 CX0747
 CX0747.This mark is at Las Cruces Airport (LRU)
 CX0747
 CX0747.The horizontal coordinates were scaled from a topographic map and have
 CX0747.an estimated accuracy of +/- 6 seconds.
 CX0747
 CX0747.The orthometric height was determined by differential leveling
 CX0747.and adjusted by the National Geodetic Survey in June 1991..
 CX0747
 CX0747.The geoid height was determined by GEOID03.
 CX0747
 CX0747.The dynamic height is computed by dividing the NAVD 88
 CX0747.geopotential number by the normal gravity value computed on the
 CX0747.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0747.degrees latitude (g = 980.6199 gals.).
 CX0747
 CX0747.The modeled gravity was interpolated from observed gravity values.
 CX0747
 CX0747;                    North         East    Units  Estimated Accuracy
 CX0747;SPC NM C     -   142,510.      436,600.      MT  (+/- 180 meters Scaled)
 CX0747
 CX0747                          SUPERSEDED SURVEY CONTROL
 CX0747
 CX0747  NGVD 29 (??/??/92) 1349.303  (m)         4426.84   (f) ADJ UNCH    2 0
 CX0747
 CX0747.Superseded values are not recommended for survey control.
 CX0747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0747.See file dsdata.txt to determine how the superseded data were derived.
 CX0747
 CX0747_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR189734(NAD 83)
 CX0747_MARKER: DB = BENCH MARK DISK
 CX0747_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX0747_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CX0747_STAMPING: C 232 1953
 CX0747_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX0747+STABILITY: SURFACE MOTION
 CX0747
 CX0747  HISTORY     - Date     Condition        Report By
 CX0747  HISTORY     - 1953     MONUMENTED       CGS
 CX0747  HISTORY     - 1974     MARK NOT FOUND   USGS
 CX0747  HISTORY     - 1981     MARK NOT FOUND   NGS
 CX0747  HISTORY     - 19960115 MARK NOT FOUND   CHANCE
 CX0747
 CX0747                          STATION DESCRIPTION
 CX0747
 CX0747'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 CX0747'8.75 MI W FROM LAS CRUCES.
 CX0747'8.0 MILES WEST ALONG U.S. HIGHWAYS 70 AND 80 FROM THE OVERPASS AT LAS
 CX0747'CRUCES, THENCE 0.75 MILE NORTH ALONG A GRAVELED ROAD, AT THE LAS
 CX0747'CRUCES MUNICIPAL AIRPORT, 79 FEET WEST OF THE CENTER LINE OF A NORTH
 CX0747'AND SOUTH TAXI STRIP, 49.5 FEET NORTHWEST OF AN ANTENNA POLE, 81 FEET
 CX0747'NORTHWEST OF THE NORTHWEST CORNER OF THE ADMINISTRATION BUILDING, 2.6
 CX0747'FEET SOUTH OF A FENCE, SET IN THE TOP OF A CONCRETE POST WHICH IS
 CX0747'FLUSH WITH THE GROUND.
 CX0747
 CX0747                          STATION RECOVERY (1974)
 CX0747
 CX0747'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 CX0747'MARK NOT FOUND.
 CX0747
 CX0747                          STATION RECOVERY (1981)
 CX0747
 CX0747'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CX0747'MARK NOT FOUND.
 CX0747
 CX0747                          STATION RECOVERY (1996)
 CX0747
 CX0747'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (KAL)
 CX0747'RECOVERY NOTE BY CHANCE 1996 MARK NOT FOUND - SEARCHED 0.5
 CX0747'PERSON-HOUR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0865 ***********************************************************************
 DS0865  DESIGNATION -  C 233
 DS0865  PID         -  DS0865
 DS0865  STATE/COUNTY-  NM/SIERRA
 DS0865  USGS QUAD   -  HUERFANO HILL (1980)
 DS0865
 DS0865                         *CURRENT SURVEY CONTROL
 DS0865  ___________________________________________________________________
 DS0865* NAD 83(1986)-  33 15 09.     (N)    107 16 19.     (W)     SCALED    
 DS0865* NAVD 88     -      1477.594  (meters)    4847.74   (feet)  ADJUSTED  
 DS0865  ___________________________________________________________________
 DS0865  GEOID HEIGHT-         -23.19  (meters)                     GEOID03
 DS0865  DYNAMIC HT  -        1475.420 (meters)    4840.61  (feet)  COMP
 DS0865  MODELED GRAV-     979,114.7   (mgal)                       NAVD 88
 DS0865
 DS0865  VERT ORDER  -  FIRST     CLASS II
 DS0865
 DS0865.The horizontal coordinates were scaled from a topographic map and have
 DS0865.an estimated accuracy of +/- 6 seconds.
 DS0865
 DS0865.The orthometric height was determined by differential leveling
 DS0865.and adjusted by the National Geodetic Survey in June 1991..
 DS0865.WARNING-Repeat measurements at this control monument indicate possible
 DS0865.vertical movement.
 DS0865
 DS0865.The geoid height was determined by GEOID03.
 DS0865
 DS0865.The dynamic height is computed by dividing the NAVD 88
 DS0865.geopotential number by the normal gravity value computed on the
 DS0865.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0865.degrees latitude (g = 980.6199 gals.).
 DS0865
 DS0865.The modeled gravity was interpolated from observed gravity values.
 DS0865
 DS0865;                    North         East    Units  Estimated Accuracy
 DS0865;SPC NM W     -   249,900.      882,310.      MT  (+/- 180 meters Scaled)
 DS0865
 DS0865                          SUPERSEDED SURVEY CONTROL
 DS0865
 DS0865  NGVD 29 (??/??/92) 1476.908  (m)         4845.49   (f) ADJ UNCH    1 2
 DS0865
 DS0865.Superseded values are not recommended for survey control.
 DS0865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0865.See file dsdata.txt to determine how the superseded data were derived.
 DS0865
 DS0865_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBS883815(NAD 83)
 DS0865_MARKER: DB = BENCH MARK DISK
 DS0865_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0865_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0865_STAMPING: C 233 1951
 DS0865_PROJECTION: PROJECTING 13 CENTIMETERS
 DS0865_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0865+STABILITY: SURFACE MOTION
 DS0865
 DS0865  HISTORY     - Date     Condition        Report By
 DS0865  HISTORY     - 1951     MONUMENTED       CGS
 DS0865  HISTORY     - 1958     GOOD             NGS
 DS0865  HISTORY     - 1980     GOOD             NGS
 DS0865
 DS0865                          STATION DESCRIPTION
 DS0865
 DS0865'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 DS0865'9.3 MI N FROM HOT SPRINGS.
 DS0865'9.3 MILES NORTH ALONG U.S. HIGHWAY 85 FROM THE POST OFFICE AT HOT
 DS0865'SPRINGS, AT A JUNCTION WITH STATE HIGHWAY 52, 102 FEET WEST OF THE
 DS0865'CENTER LINE OF U.S. HIGHWAY 85, 72 FEET NORTH OF THE CENTER LINE OF
 DS0865'STATE HIGHWAY 52, 58 FEET NORTHWEST OF THE NORTHWEST END OF A CATTLE
 DS0865'GUARD, 1 FOOT WEST OF A FENCE, 1.5 FEET NORTH OF A WITNESS POST, SET
 DS0865'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE
 DS0865'GROUND.  NOTE-- HOT SPRINGS N.M. HAS BEEN RENAMED TRUTH OR
 DS0865'CONSEQUENCES N.M.
 DS0865
 DS0865                          STATION RECOVERY (1958)
 DS0865
 DS0865'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 DS0865'RECOVERED IN GOOD CONDITION.
 DS0865
 DS0865                          STATION RECOVERY (1980)
 DS0865
 DS0865'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DS0865'14.0 KILOMETERS (8.7 MILES) NORTH AND NORTHWEST ALONG U.S. HIGHWAY 85
 DS0865'FROM THE SIERRA COUNTY COURTHOUSE IN TRUTH OR CONSEQUENCES, AT THE
 DS0865'JUNCTION OF STATE HIGHWAY 52, 31.1 METERS (102.0 FEET) NORTHWEST OF
 DS0865'THE CENTER LINE OF THE HIGHWAY, 21.9 METERS (72.0 FEET) NORTH OF THE
 DS0865'CENTERLINE OF STATE HIGHWAY 52, 17.7 METERS (58.0 FEET) NORTHWEST OF
 DS0865'THE NORTHWEST END OF A CATTLE GUARD, 1.7 METERS (5.5 FEET) SOUTHEAST
 DS0865'OF A FENCE CORNER AND 0.3 METER (1.0 FOOT) NORTHEAST OF A FENCE.
 DS0865'THE MARK IS 0.6 METERS  SW FROM A WITNESS POST.
 DS0865'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0764 ***********************************************************************
 DS0764  DESIGNATION -  C 234
 DS0764  PID         -  DS0764
 DS0764  STATE/COUNTY-  NM/SOCORRO
 DS0764  USGS QUAD   -  BLACK HILL (1980)
 DS0764
 DS0764                         *CURRENT SURVEY CONTROL
 DS0764  ___________________________________________________________________
 DS0764* NAD 83(1986)-  33 34 00.     (N)    107 13 04.     (W)     SCALED    
 DS0764* NAVD 88     -      1600.588  (meters)    5251.26   (feet)  ADJUSTED  
 DS0764  ___________________________________________________________________
 DS0764  GEOID HEIGHT-         -22.74  (meters)                     GEOID03
 DS0764  DYNAMIC HT  -        1598.218 (meters)    5243.49  (feet)  COMP
 DS0764  MODELED GRAV-     979,100.2   (mgal)                       NAVD 88
 DS0764
 DS0764  VERT ORDER  -  FIRST     CLASS II
 DS0764
 DS0764.The horizontal coordinates were scaled from a topographic map and have
 DS0764.an estimated accuracy of +/- 6 seconds.
 DS0764
 DS0764.The orthometric height was determined by differential leveling
 DS0764.and adjusted by the National Geodetic Survey in June 1991..
 DS0764
 DS0764.The geoid height was determined by GEOID03.
 DS0764
 DS0764.The dynamic height is computed by dividing the NAVD 88
 DS0764.geopotential number by the normal gravity value computed on the
 DS0764.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0764.degrees latitude (g = 980.6199 gals.).
 DS0764
 DS0764.The modeled gravity was interpolated from observed gravity values.
 DS0764
 DS0764;                    North         East    Units  Estimated Accuracy
 DS0764;SPC NM C     -   285,010.      410,150.      MT  (+/- 180 meters Scaled)
 DS0764
 DS0764                          SUPERSEDED SURVEY CONTROL
 DS0764
 DS0764  NGVD 29 (??/??/92) 1599.850  (m)         5248.84   (f) ADJ UNCH    1 2
 DS0764
 DS0764.Superseded values are not recommended for survey control.
 DS0764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0764.See file dsdata.txt to determine how the superseded data were derived.
 DS0764
 DS0764_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBT941163(NAD 83)
 DS0764_MARKER: DB = BENCH MARK DISK
 DS0764_SETTING: 0 = UNSPECIFIED SETTING
 DS0764_STAMPING: C 234 1951
 DS0764_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DS0764
 DS0764  HISTORY     - Date     Condition        Report By
 DS0764  HISTORY     - 1951     MONUMENTED       CGS
 DS0764
 DS0764                          STATION DESCRIPTION
 DS0764
 DS0764'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 DS0764'33.15 MI SW FROM SAN ANTONIO.
 DS0764'33.15 MILES SOUTHWEST ALONG U.S. HIGHWAY 85 FROM THE ATCHISON, TOPEKA
 DS0764'AND SANTA FE RAILROAD STATION AT SAN ANTONIO, 98 FEET EAST OF THE
 DS0764'CENTER LINE OF THE HIGHWAY, 23 FEET NORTH OF THE CENTER LINE OF AN
 DS0764'EAST AND DIRT ROAD, 1.3 FEET WEST OF A FENCE, 1.6 FEET ABOVE THE
 DS0764'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0077 ***********************************************************************
 DS0077  DESIGNATION -  C 235
 DS0077  PID         -  DS0077
 DS0077  STATE/COUNTY-  NM/SOCORRO
 DS0077  USGS QUAD   -  MOCKINGBIRD GAP (1982)
 DS0077
 DS0077                         *CURRENT SURVEY CONTROL
 DS0077  ___________________________________________________________________
 DS0077* NAD 83(1986)-  33 31 38.     (N)    106 25 19.     (W)     SCALED    
 DS0077* NAVD 88     -      1536.561  (meters)    5041.20   (feet)  ADJUSTED  
 DS0077  ___________________________________________________________________
 DS0077  GEOID HEIGHT-         -21.97  (meters)                     GEOID03
 DS0077  DYNAMIC HT  -        1534.348 (meters)    5033.94  (feet)  COMP
 DS0077  MODELED GRAV-     979,142.4   (mgal)                       NAVD 88
 DS0077
 DS0077  VERT ORDER  -  SECOND    CLASS 0
 DS0077
 DS0077.The horizontal coordinates were scaled from a topographic map and have
 DS0077.an estimated accuracy of +/- 6 seconds.
 DS0077
 DS0077.The orthometric height was determined by differential leveling
 DS0077.and adjusted by the National Geodetic Survey in June 1991..
 DS0077
 DS0077.The geoid height was determined by GEOID03.
 DS0077
 DS0077.The dynamic height is computed by dividing the NAVD 88
 DS0077.geopotential number by the normal gravity value computed on the
 DS0077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0077.degrees latitude (g = 980.6199 gals.).
 DS0077
 DS0077.The modeled gravity was interpolated from observed gravity values.
 DS0077
 DS0077;                    North         East    Units  Estimated Accuracy
 DS0077;SPC NM C     -   280,230.      484,030.      MT  (+/- 180 meters Scaled)
 DS0077
 DS0077                          SUPERSEDED SURVEY CONTROL
 DS0077
 DS0077  NGVD 29 (??/??/92) 1535.890  (m)         5039.00   (f) ADJ UNCH    2 0
 DS0077
 DS0077.Superseded values are not recommended for survey control.
 DS0077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0077.See file dsdata.txt to determine how the superseded data were derived.
 DS0077
 DS0077_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT679106(NAD 83)
 DS0077_MARKER: DB = BENCH MARK DISK
 DS0077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0077_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0077_STAMPING: C 235 1952
 DS0077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0077+STABILITY: SURFACE MOTION
 DS0077
 DS0077  HISTORY     - Date     Condition        Report By
 DS0077  HISTORY     - 1952     MONUMENTED       CGS
 DS0077  HISTORY     - 1967     GOOD             NGS
 DS0077
 DS0077                          STATION DESCRIPTION
 DS0077
 DS0077'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DS0077'22.5 MI W FROM OSCURO.
 DS0077'THE MARK IS ABOUT 34-1/2 MILES WEST-SOUTHWEST OF CARRIZOZO, 26 MILES
 DS0077'NORTHWEST OF THREE RIVERS, 22-1/2 MILES WEST OF OSCURO AND ON THE WEST
 DS0077'SIDE OF A PAVED ROAD.  THE MARK IS A STANDARD DISK, STAMPED C 235
 DS0077'1952, SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER,
 DS0077'THAT PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS 120 FEET WEST OF THE
 DS0077'CENTERLINE OF THE PAVED ROAD AND 1.2 FEET NORTH OF A WITNESS POST.
 DS0077'NOTE-- THIS MARK WAS ESTABLISHED AS AN AZIMUTH MARK FOR TRIANGULATION
 DS0077'STATION BEN (WSPG).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0120 ***********************************************************************
 DS0120  DESIGNATION -  C 236
 DS0120  PID         -  DS0120
 DS0120  STATE/COUNTY-  NM/SOCORRO
 DS0120  USGS QUAD   -  TRINITY SITE (1981)
 DS0120
 DS0120                         *CURRENT SURVEY CONTROL
 DS0120  ___________________________________________________________________
 DS0120* NAD 83(1986)-  33 39 51.     (N)    106 27 08.     (W)     SCALED    
 DS0120* NAVD 88     -      1555.296  (meters)    5102.67   (feet)  ADJUSTED  
 DS0120  ___________________________________________________________________
 DS0120  GEOID HEIGHT-         -21.91  (meters)                     GEOID03
 DS0120  DYNAMIC HT  -        1553.050 (meters)    5095.30  (feet)  COMP
 DS0120  MODELED GRAV-     979,138.0   (mgal)                       NAVD 88
 DS0120
 DS0120  VERT ORDER  -  SECOND    CLASS 0
 DS0120
 DS0120.The horizontal coordinates were scaled from a topographic map and have
 DS0120.an estimated accuracy of +/- 6 seconds.
 DS0120
 DS0120.The orthometric height was determined by differential leveling
 DS0120.and adjusted by the National Geodetic Survey in June 1991..
 DS0120
 DS0120.The geoid height was determined by GEOID03.
 DS0120
 DS0120.The dynamic height is computed by dividing the NAVD 88
 DS0120.geopotential number by the normal gravity value computed on the
 DS0120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0120.degrees latitude (g = 980.6199 gals.).
 DS0120
 DS0120.The modeled gravity was interpolated from observed gravity values.
 DS0120
 DS0120;                    North         East    Units  Estimated Accuracy
 DS0120;SPC NM C     -   295,430.      481,250.      MT  (+/- 180 meters Scaled)
 DS0120
 DS0120                          SUPERSEDED SURVEY CONTROL
 DS0120
 DS0120  NGVD 29 (??/??/92) 1554.612  (m)         5100.42   (f) ADJ UNCH    2 0
 DS0120
 DS0120.Superseded values are not recommended for survey control.
 DS0120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0120.See file dsdata.txt to determine how the superseded data were derived.
 DS0120
 DS0120_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT653258(NAD 83)
 DS0120_MARKER: DB = BENCH MARK DISK
 DS0120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0120_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0120_STAMPING: C 236 1952
 DS0120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0120+STABILITY: SURFACE MOTION
 DS0120
 DS0120  HISTORY     - Date     Condition        Report By
 DS0120  HISTORY     - 1952     MONUMENTED       CGS
 DS0120  HISTORY     - 1975     MARK NOT FOUND   USGS
 DS0120
 DS0120                          STATION DESCRIPTION
 DS0120
 DS0120'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DS0120'51.05 MI W FROM CARRIZOZO.
 DS0120'14.8 MILES SOUTH ALONG U.S. HIGHWAY 54 FROM THE POST OFFICE AT
 DS0120'CARRIZOZO, THENCE 30.0 MILES WEST ALONG THE MOCKING BIRD GAP ROAD,
 DS0120'THENCE 3.65 MILES NORTH ALONG A DIRT ROAD, THENCE 1.2 MILES EAST ALONG
 DS0120'A DIRT ROAD, THENCE 1.0 MILE NORTH ALONG A DIRT ROAD, THENCE 0.4 MILE
 DS0120'EAST ALONG A TRACK ROAD, 90 FEET SOUTH OF THE SOUTH EDGE OF A DEEP
 DS0120'SANDY WASH, 83 FEET EAST OF THE CENTER LINE OF A TRACK ROAD, 3 FEET
 DS0120'SOUTHEAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 DS0120'PROJECTS 0.8 FOOT ABOVE THE GROUND.
 DS0120
 DS0120                          STATION RECOVERY (1975)
 DS0120
 DS0120'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 DS0120'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0372 ***********************************************************************
 DS0372  DESIGNATION -  C 237
 DS0372  PID         -  DS0372
 DS0372  STATE/COUNTY-  NM/SOCORRO
 DS0372  USGS QUAD   -  MOUND SPRINGS (1982)
 DS0372
 DS0372                         *CURRENT SURVEY CONTROL
 DS0372  ___________________________________________________________________
 DS0372* NAD 83(1986)-  33 25 37.     (N)    106 21 47.     (W)     SCALED    
 DS0372* NAVD 88     -      1338.461  (meters)    4391.27   (feet)  ADJUSTED  
 DS0372  ___________________________________________________________________
 DS0372  GEOID HEIGHT-         -22.25  (meters)                     GEOID03
 DS0372  DYNAMIC HT  -        1336.548 (meters)    4384.99  (feet)  COMP
 DS0372  MODELED GRAV-     979,161.8   (mgal)                       NAVD 88
 DS0372
 DS0372  VERT ORDER  -  SECOND    CLASS 0
 DS0372
 DS0372.The horizontal coordinates were scaled from a topographic map and have
 DS0372.an estimated accuracy of +/- 6 seconds.
 DS0372
 DS0372.The orthometric height was determined by differential leveling
 DS0372.and adjusted by the National Geodetic Survey in June 1991..
 DS0372
 DS0372.The geoid height was determined by GEOID03.
 DS0372
 DS0372.The dynamic height is computed by dividing the NAVD 88
 DS0372.geopotential number by the normal gravity value computed on the
 DS0372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0372.degrees latitude (g = 980.6199 gals.).
 DS0372
 DS0372.The modeled gravity was interpolated from observed gravity values.
 DS0372
 DS0372;                    North         East    Units  Estimated Accuracy
 DS0372;SPC NM C     -   269,100.      489,490.      MT  (+/- 180 meters Scaled)
 DS0372
 DS0372                          SUPERSEDED SURVEY CONTROL
 DS0372
 DS0372  NGVD 29 (??/??/92) 1337.817  (m)         4389.15   (f) ADJ UNCH    2 0
 DS0372
 DS0372.Superseded values are not recommended for survey control.
 DS0372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0372.See file dsdata.txt to determine how the superseded data were derived.
 DS0372
 DS0372_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS732994(NAD 83)
 DS0372_MARKER: DB = BENCH MARK DISK
 DS0372_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0372_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0372_STAMPING: C 237 1952
 DS0372_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0372+STABILITY: SURFACE MOTION
 DS0372
 DS0372  HISTORY     - Date     Condition        Report By
 DS0372  HISTORY     - 1952     MONUMENTED       CGS
 DS0372
 DS0372                          STATION DESCRIPTION
 DS0372
 DS0372'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DS0372'45.8 MI SW FROM CARRIZOZO.
 DS0372'14.8 MILES SOUTH ALONG U.S. HIGHWAY 54 FROM THE POST OFFICE AT
 DS0372'CARRIZOZO, THENCE 23.1 MILES WEST ALONG THE MOCKING BIRD GAP ROAD,
 DS0372'THENCE 0.9 MILE SOUTH ALONG A DIRT ROAD, THENCE 7.0 MILES SOUTHEAST
 DS0372'ALONG A TRACK ROAD, 715 FEET EAST OF THE CENTER LINE OF THE ROAD, 2
 DS0372'FEET NORTH OF A WITNESS POST SET IN THE TOP OF A CONCRETE POST WHICH
 DS0372'PROJECTS 0.8 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0428 ***********************************************************************
 DS0428  DESIGNATION -  C 238
 DS0428  PID         -  DS0428
 DS0428  STATE/COUNTY-  NM/SOCORRO
 DS0428  USGS QUAD   -  SHEEP MOUNTAIN (1981)
 DS0428
 DS0428                         *CURRENT SURVEY CONTROL
 DS0428  ___________________________________________________________________
 DS0428* NAD 83(1986)-  33 17 45.     (N)    106 24 14.     (W)     SCALED    
 DS0428* NAVD 88     -      1258.068  (meters)    4127.51   (feet)  ADJUSTED  
 DS0428  ___________________________________________________________________
 DS0428  GEOID HEIGHT-         -22.62  (meters)                     GEOID03
 DS0428  DYNAMIC HT  -        1256.273 (meters)    4121.62  (feet)  COMP
 DS0428  MODELED GRAV-     979,167.2   (mgal)                       NAVD 88
 DS0428
 DS0428  VERT ORDER  -  SECOND    CLASS 0
 DS0428
 DS0428.The horizontal coordinates were scaled from a topographic map and have
 DS0428.an estimated accuracy of +/- 6 seconds.
 DS0428
 DS0428.The orthometric height was determined by differential leveling
 DS0428.and adjusted by the National Geodetic Survey in June 1991..
 DS0428
 DS0428.The geoid height was determined by GEOID03.
 DS0428
 DS0428.The dynamic height is computed by dividing the NAVD 88
 DS0428.geopotential number by the normal gravity value computed on the
 DS0428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0428.degrees latitude (g = 980.6199 gals.).
 DS0428
 DS0428.The modeled gravity was interpolated from observed gravity values.
 DS0428
 DS0428;                    North         East    Units  Estimated Accuracy
 DS0428;SPC NM C     -   254,570.      485,670.      MT  (+/- 180 meters Scaled)
 DS0428
 DS0428                          SUPERSEDED SURVEY CONTROL
 DS0428
 DS0428  NGVD 29 (??/??/92) 1257.451  (m)         4125.49   (f) ADJ UNCH    2 0
 DS0428
 DS0428.Superseded values are not recommended for survey control.
 DS0428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0428.See file dsdata.txt to determine how the superseded data were derived.
 DS0428
 DS0428_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS692849(NAD 83)
 DS0428_MARKER: DB = BENCH MARK DISK
 DS0428_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0428_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0428_STAMPING: C 238 1952
 DS0428_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0428+STABILITY: SURFACE MOTION
 DS0428
 DS0428  HISTORY     - Date     Condition        Report By
 DS0428  HISTORY     - 1952     MONUMENTED       CGS
 DS0428
 DS0428                          STATION DESCRIPTION
 DS0428
 DS0428'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DS0428'55.9 MI SW FROM CARRIZOZO.
 DS0428'14.8 MILES SOUTH ALONG U.S. HIGHWAY 54 FROM THE POST OFFICE AT
 DS0428'CARRIZOZO, THENCE 23.1 MILES WEST ALONG THE MOCKING BIRD GAP ROAD,
 DS0428'THENCE 0.9 MILE SOUTH ALONG A DIRT ROAD, THENCE 8.7 MILES SOUTHEAST
 DS0428'ALONG A TRACK ROAD, THENCE 2.5 MILES SOUTHWEST ALONG A TRACK ROAD,
 DS0428'THENCE 5.9 MILES SOUTH ALONG A TRACK ROAD, 46 FEET WEST OF THE CENTER
 DS0428'LINE OF THE ROAD, 3 FEET SOUTHWEST OF A WITNESS POST, SET IN THE TOP
 DS0428'OF A CONCRETE POST WHICH PROJECTS 0.9 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0403 ***********************************************************************
 DS0403  DESIGNATION -  C 239
 DS0403  PID         -  DS0403
 DS0403  STATE/COUNTY-  NM/OTERO
 DS0403  USGS QUAD   -  BITTER CREEK (1981)
 DS0403
 DS0403                         *CURRENT SURVEY CONTROL
 DS0403  ___________________________________________________________________
 DS0403* NAD 83(1986)-  33 07 38.     (N)    106 09 45.     (W)     SCALED    
 DS0403* NAVD 88     -      1264.585  (meters)    4148.89   (feet)  ADJUSTED  
 DS0403  ___________________________________________________________________
 DS0403  GEOID HEIGHT-         -22.60  (meters)                     GEOID03
 DS0403  DYNAMIC HT  -        1262.766 (meters)    4142.92  (feet)  COMP
 DS0403  MODELED GRAV-     979,155.4   (mgal)                       NAVD 88
 DS0403
 DS0403  VERT ORDER  -  FIRST     CLASS I
 DS0403
 DS0403.The horizontal coordinates were scaled from a topographic map and have
 DS0403.an estimated accuracy of +/- 6 seconds.
 DS0403
 DS0403.The orthometric height was determined by differential leveling
 DS0403.and adjusted by the National Geodetic Survey in June 1991..
 DS0403
 DS0403.The geoid height was determined by GEOID03.
 DS0403
 DS0403.The dynamic height is computed by dividing the NAVD 88
 DS0403.geopotential number by the normal gravity value computed on the
 DS0403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0403.degrees latitude (g = 980.6199 gals.).
 DS0403
 DS0403.The modeled gravity was interpolated from observed gravity values.
 DS0403
 DS0403;                    North         East    Units  Estimated Accuracy
 DS0403;SPC NM C     -   235,860.      508,170.      MT  (+/- 180 meters Scaled)
 DS0403
 DS0403                          SUPERSEDED SURVEY CONTROL
 DS0403
 DS0403  NGVD 29 (??/??/92) 1263.967  (m)         4146.87   (f) ADJ UNCH    1 1
 DS0403
 DS0403.Superseded values are not recommended for survey control.
 DS0403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0403.See file dsdata.txt to determine how the superseded data were derived.
 DS0403
 DS0403_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS915659(NAD 83)
 DS0403_MARKER: DB = BENCH MARK DISK
 DS0403_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0403_SP_SET: CONCRETE POST
 DS0403_STAMPING: C 239 1952
 DS0403_MARK LOGO: CGS   
 DS0403_PROJECTION: PROJECTING 7 CENTIMETERS
 DS0403_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0403+STABILITY: SURFACE MOTION
 DS0403
 DS0403  HISTORY     - Date     Condition        Report By
 DS0403  HISTORY     - 1952     MONUMENTED       CGS
 DS0403  HISTORY     - 1986     GOOD             NGS
 DS0403
 DS0403                          STATION DESCRIPTION
 DS0403
 DS0403'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DS0403'10.1 MI W FROM TULAROSA.
 DS0403'6.75 MILES WEST ALONG OLD STATE HIGHWAY 52 FROM THE SOUTHERN PACIFIC
 DS0403'RAILROAD STATION AT TULAROSA, THENCE 3.35 MILES NORTHWEST ALONG A
 DS0403'GRAVELED ROAD, 66 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 3
 DS0403'FEET SOUTHEAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 DS0403'WHICH PROJECTS 0.8 FOOT ABOVE THE GROUND.
 DS0403
 DS0403                          STATION RECOVERY (1986)
 DS0403
 DS0403'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 DS0403'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  12.9 KM
 DS0403'(8.0 MI) WEST OF THE POST OFFICE IN TULAROSA ALONG THE OLD HIGHWAY 52
 DS0403'TO THE TULA GATE, THENCE 5.6 KM (3.5 MI) NORTH OF THE TULA GATE ON
 DS0403'WSPG ROUTE 9, 19.6 METERS (64.3 FT) NORTHWEST OF THE CENTERLINE OF THE
 DS0403'ROAD, 0.8 METER (2.6 FT) SOUTHWEST OF A WOODEN WITNESS POST.
 DS0403'THE MARK IS 1.0 METERS  NW FROM  A WITNESS POST
 DS0403'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0239 ***********************************************************************
 CX0239  DESIGNATION -  C 240
 CX0239  PID         -  CX0239
 CX0239  STATE/COUNTY-  NM/OTERO
 CX0239  USGS QUAD   -  GARTON LAKE (1982)
 CX0239
 CX0239                         *CURRENT SURVEY CONTROL
 CX0239  ___________________________________________________________________
 CX0239* NAD 83(1986)-  32 46 53.     (N)    106 08 13.     (W)     SCALED    
 CX0239* NAVD 88     -      1220.329  (meters)    4003.70   (feet)  ADJUSTED  
 CX0239  ___________________________________________________________________
 CX0239  GEOID HEIGHT-         -22.98  (meters)                     GEOID03
 CX0239  DYNAMIC HT  -        1218.557 (meters)    3997.88  (feet)  COMP
 CX0239  MODELED GRAV-     979,144.7   (mgal)                       NAVD 88
 CX0239
 CX0239  VERT ORDER  -  SECOND    CLASS 0
 CX0239
 CX0239.The horizontal coordinates were scaled from a topographic map and have
 CX0239.an estimated accuracy of +/- 6 seconds.
 CX0239
 CX0239.The orthometric height was determined by differential leveling
 CX0239.and adjusted by the National Geodetic Survey in June 1991..
 CX0239
 CX0239.The geoid height was determined by GEOID03.
 CX0239
 CX0239.The dynamic height is computed by dividing the NAVD 88
 CX0239.geopotential number by the normal gravity value computed on the
 CX0239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0239.degrees latitude (g = 980.6199 gals.).
 CX0239
 CX0239.The modeled gravity was interpolated from observed gravity values.
 CX0239
 CX0239;                    North         East    Units  Estimated Accuracy
 CX0239;SPC NM C     -   197,520.      510,590.      MT  (+/- 180 meters Scaled)
 CX0239
 CX0239                          SUPERSEDED SURVEY CONTROL
 CX0239
 CX0239  NGVD 29 (??/??/92) 1219.748  (m)         4001.79   (f) ADJ UNCH    2 0
 CX0239
 CX0239.Superseded values are not recommended for survey control.
 CX0239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0239.See file dsdata.txt to determine how the superseded data were derived.
 CX0239
 CX0239_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS935276(NAD 83)
 CX0239_MARKER: DB = BENCH MARK DISK
 CX0239_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX0239_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CX0239_STAMPING: C 240 1952
 CX0239_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX0239+STABILITY: SURFACE MOTION
 CX0239
 CX0239  HISTORY     - Date     Condition        Report By
 CX0239  HISTORY     - 1952     MONUMENTED       CGS
 CX0239  HISTORY     - 1986     GOOD             DMA
 CX0239
 CX0239                          STATION DESCRIPTION
 CX0239
 CX0239'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CX0239'13.9 MI SW FROM ALAMOGORDO.
 CX0239'12.9 MILES SOUTHWEST ALONG U.S. HIGHWAY 70 FROM THE POST OFFICE AT
 CX0239'ALAMOGORDO, THENCE 1.0 MILE SOUTH ALONG A GRAVELED ROAD, 17 FEET WEST
 CX0239'OF THE CENTER LINE OF THE ROAD, 1 FOOT EAST OF A FENCE, 3 FEET NORTH
 CX0239'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 CX0239'0.8 FOOT ABOVE THE GROUND.
 CX0239
 CX0239                          STATION RECOVERY (1986)
 CX0239
 CX0239'RECOVERY NOTE BY DEFENSE MAP AGENCY 1986 (PET)
 CX0239'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0532 ***********************************************************************
 DS0532  DESIGNATION -  C 241
 DS0532  PID         -  DS0532
 DS0532  STATE/COUNTY-  NM/SOCORRO
 DS0532  USGS QUAD   -  STRAWBERRY PEAK (1981)
 DS0532
 DS0532                         *CURRENT SURVEY CONTROL
 DS0532  ___________________________________________________________________
 DS0532* NAD 83(1986)-  33 04 53.     (N)    106 32 06.     (W)     SCALED    
 DS0532* NAVD 88     -      1215.318  (meters)    3987.26   (feet)  ADJUSTED  
 DS0532  ___________________________________________________________________
 DS0532  GEOID HEIGHT-         -22.93  (meters)                     GEOID03
 DS0532  DYNAMIC HT  -        1213.564 (meters)    3981.50  (feet)  COMP
 DS0532  MODELED GRAV-     979,152.7   (mgal)                       NAVD 88
 DS0532
 DS0532  VERT ORDER  -  SECOND    CLASS 0
 DS0532
 DS0532.The horizontal coordinates were scaled from a topographic map and have
 DS0532.an estimated accuracy of +/- 6 seconds.
 DS0532
 DS0532.The orthometric height was determined by differential leveling
 DS0532.and adjusted by the National Geodetic Survey in June 1991..
 DS0532
 DS0532.The geoid height was determined by GEOID03.
 DS0532
 DS0532.The dynamic height is computed by dividing the NAVD 88
 DS0532.geopotential number by the normal gravity value computed on the
 DS0532.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0532.degrees latitude (g = 980.6199 gals.).
 DS0532
 DS0532.The modeled gravity was interpolated from observed gravity values.
 DS0532
 DS0532;                    North         East    Units  Estimated Accuracy
 DS0532;SPC NM C     -   230,810.      473,390.      MT  (+/- 180 meters Scaled)
 DS0532
 DS0532                          SUPERSEDED SURVEY CONTROL
 DS0532
 DS0532  NGVD 29 (??/??/92) 1214.707  (m)         3985.25   (f) ADJ UNCH    2 0
 DS0532
 DS0532.Superseded values are not recommended for survey control.
 DS0532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0532.See file dsdata.txt to determine how the superseded data were derived.
 DS0532
 DS0532_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS567613(NAD 83)
 DS0532_MARKER: DB = BENCH MARK DISK
 DS0532_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0532_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0532_STAMPING: C 241 1952
 DS0532_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0532+STABILITY: SURFACE MOTION
 DS0532
 DS0532  HISTORY     - Date     Condition        Report By
 DS0532  HISTORY     - 1952     MONUMENTED       CGS
 DS0532
 DS0532                          STATION DESCRIPTION
 DS0532
 DS0532'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DS0532'34.3 MI W FROM TULAROSA.
 DS0532'28.3 MILES WEST ALONG OLD STATE HIGHWAY 52 FROM THE SOUTHERN PACIFIC
 DS0532'RAILROAD STATION AT TULAROSA, THENCE 6.0 MILES SOUTH ALONG A TRACK
 DS0532'ROAD, 14 FEET WEST OF THE CENTER LINE OF THE ROAD, 9 FEET SOUTH OF A
 DS0532'TELEPHONE POLE, 3 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A
 DS0532'CONCRETE POST WHICH PROJECTS 0.7 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0480 ***********************************************************************
 CX0480  DESIGNATION -  C 242
 CX0480  PID         -  CX0480
 CX0480  STATE/COUNTY-  NM/OTERO
 CX0480  USGS QUAD   -  ELEPHANT MOUNTAIN (1955)
 CX0480
 CX0480                         *CURRENT SURVEY CONTROL
 CX0480  ___________________________________________________________________
 CX0480* NAD 83(1986)-  32 24 13.     (N)    106 11 53.     (W)     SCALED    
 CX0480* NAVD 88     -      1237.350  (meters)    4059.54   (feet)  ADJUSTED  
 CX0480  ___________________________________________________________________
 CX0480  GEOID HEIGHT-         -23.36  (meters)                     GEOID03
 CX0480  DYNAMIC HT  -        1235.518 (meters)    4053.53  (feet)  COMP
 CX0480  MODELED GRAV-     979,116.0   (mgal)                       NAVD 88
 CX0480
 CX0480  VERT ORDER  -  FIRST     CLASS II
 CX0480
 CX0480.The horizontal coordinates were scaled from a topographic map and have
 CX0480.an estimated accuracy of +/- 6 seconds.
 CX0480
 CX0480.The orthometric height was determined by differential leveling
 CX0480.and adjusted by the National Geodetic Survey in June 1991..
 CX0480
 CX0480.The geoid height was determined by GEOID03.
 CX0480
 CX0480.The dynamic height is computed by dividing the NAVD 88
 CX0480.geopotential number by the normal gravity value computed on the
 CX0480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0480.degrees latitude (g = 980.6199 gals.).
 CX0480
 CX0480.The modeled gravity was interpolated from observed gravity values.
 CX0480
 CX0480;                    North         East    Units  Estimated Accuracy
 CX0480;SPC NM C     -   155,620.      504,890.      MT  (+/- 180 meters Scaled)
 CX0480
 CX0480                          SUPERSEDED SURVEY CONTROL
 CX0480
 CX0480  NGVD 29 (??/??/92) 1236.770  (m)         4057.64   (f) ADJ UNCH    1 2
 CX0480
 CX0480.Superseded values are not recommended for survey control.
 CX0480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0480.See file dsdata.txt to determine how the superseded data were derived.
 CX0480
 CX0480_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR873858(NAD 83)
 CX0480_MARKER: DB = BENCH MARK DISK
 CX0480_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX0480_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CX0480_STAMPING: C 242 1952
 CX0480_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX0480+STABILITY: SURFACE MOTION
 CX0480
 CX0480  HISTORY     - Date     Condition        Report By
 CX0480  HISTORY     - 1952     MONUMENTED       CGS
 CX0480  HISTORY     - 1966     GOOD             NGS
 CX0480
 CX0480                          STATION DESCRIPTION
 CX0480
 CX0480'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 CX0480'7.6 MI W FROM OROGRANDE.
 CX0480'ABOUT 0.6 MILE SOUTH ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 CX0480'STATION AT OROGRANDE, THENCE 4.35 MILES NORTHWEST ALONG A PAVED ROAD,
 CX0480'THENCE 2.65 MILES WEST ALONG WHITE SANDS MISSILE RANGE ROUTE 2, IN S
 CX0480'11, T 22 S, R 7 E, 99 FEET NORTH OF THE CENTER LINE OF THE ROAD, 36
 CX0480'FEET EAST OF THE FIRST TELEPHONE POLE EAST OF A TELEPHONE POLE BRACED
 CX0480'BY 4 GUY WIRES, ABOUT 3 FEET BELOW THE LEVEL OF THE ROAD, AND SET IN
 CX0480'THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0479 ***********************************************************************
 CX0479  DESIGNATION -  C 243
 CX0479  PID         -  CX0479
 CX0479  STATE/COUNTY-  NM/OTERO
 CX0479  USGS QUAD   -  ELEPHANT MOUNTAIN (1955)
 CX0479
 CX0479                         *CURRENT SURVEY CONTROL
 CX0479  ___________________________________________________________________
 CX0479* NAD 83(1986)-  32 24 10.     (N)    106 12 59.     (W)     SCALED    
 CX0479* NAVD 88     -      1234.285  (meters)    4049.48   (feet)  ADJUSTED  
 CX0479  ___________________________________________________________________
 CX0479  GEOID HEIGHT-         -23.42  (meters)                     GEOID03
 CX0479  DYNAMIC HT  -        1232.452 (meters)    4043.47  (feet)  COMP
 CX0479  MODELED GRAV-     979,111.4   (mgal)                       NAVD 88
 CX0479
 CX0479  VERT ORDER  -  FIRST     CLASS II
 CX0479
 CX0479.The horizontal coordinates were scaled from a topographic map and have
 CX0479.an estimated accuracy of +/- 6 seconds.
 CX0479
 CX0479.The orthometric height was determined by differential leveling
 CX0479.and adjusted by the National Geodetic Survey in June 1991..
 CX0479.WARNING-Repeat measurements at this control monument indicate possible
 CX0479.vertical movement.
 CX0479
 CX0479.The geoid height was determined by GEOID03.
 CX0479
 CX0479.The dynamic height is computed by dividing the NAVD 88
 CX0479.geopotential number by the normal gravity value computed on the
 CX0479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0479.degrees latitude (g = 980.6199 gals.).
 CX0479
 CX0479.The modeled gravity was interpolated from observed gravity values.
 CX0479
 CX0479;                    North         East    Units  Estimated Accuracy
 CX0479;SPC NM C     -   155,530.      503,160.      MT  (+/- 180 meters Scaled)
 CX0479
 CX0479                          SUPERSEDED SURVEY CONTROL
 CX0479
 CX0479  NGVD 29 (??/??/92) 1233.700  (m)         4047.56   (f) ADJ UNCH    1 2
 CX0479
 CX0479.Superseded values are not recommended for survey control.
 CX0479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0479.See file dsdata.txt to determine how the superseded data were derived.
 CX0479
 CX0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR856857(NAD 83)
 CX0479_MARKER: DB = BENCH MARK DISK
 CX0479_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX0479_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CX0479_STAMPING: C 243 1952
 CX0479_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX0479+STABILITY: SURFACE MOTION
 CX0479
 CX0479  HISTORY     - Date     Condition        Report By
 CX0479  HISTORY     - 1952     MONUMENTED       CGS
 CX0479  HISTORY     - 1966     GOOD             NGS
 CX0479
 CX0479                          STATION DESCRIPTION
 CX0479
 CX0479'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 CX0479'8.6 MI W FROM OROGRANDE.
 CX0479'ABOUT 0.6 MILE SOUTH ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 CX0479'STATION AT OROGRANDE, THENCE 4.35 MILES NORTHWEST ALONG A PAVED ROAD,
 CX0479'THENCE 3.65 MILES WEST ALONG WHITE SANDS MISSILE RANGE ROUTE 2, IN S
 CX0479'10, T 22 S, R 7 E, 0.5 MILE EAST OF A POWER LINE CROSSING THE ROAD, 64
 CX0479'FEET NORTH OF THE CENTER LINE OF THE ROAD, 35 FEET SOUTH OF THE 2ND
 CX0479'TELEPHONE POLE EAST OF TELEPHONE POLE 300, 24 FEET NORTH OF A POST
 CX0479'WHICH BEARS AN EMERGENCY TELEPHONE, 1.2 FEET EAST OF A METAL WITNESS
 CX0479'POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 CX0479'PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0470 ***********************************************************************
 CX0470  DESIGNATION -  C 244
 CX0470  PID         -  CX0470
 CX0470  STATE/COUNTY-  NM/OTERO
 CX0470  USGS QUAD   -  WHITE SANDS NE (1955)
 CX0470
 CX0470                         *CURRENT SURVEY CONTROL
 CX0470  ___________________________________________________________________
 CX0470* NAD 83(1992)-  32 24 03.19498(N)    106 21 42.51548(W)     ADJUSTED  
 CX0470* NAVD 88     -      1219.703  (meters)    4001.64   (feet)  ADJUSTED  
 CX0470  ___________________________________________________________________
 CX0470  X           -  -1,518,762.075 (meters)                     COMP
 CX0470  Y           -  -5,173,038.664 (meters)                     COMP
 CX0470  Z           -   3,398,689.148 (meters)                     COMP
 CX0470  LAPLACE CORR-           1.00  (seconds)                    DEFLEC99
 CX0470  ELLIP HEIGHT-        1195.96  (meters)          (04/17/01) GPS OBS
 CX0470  GEOID HEIGHT-         -23.73  (meters)                     GEOID03
 CX0470  DYNAMIC HT  -        1217.875 (meters)    3995.64  (feet)  COMP
 CX0470  MODELED GRAV-     979,098.5   (mgal)                       NAVD 88
 CX0470
 CX0470  HORZ ORDER  -  B
 CX0470  VERT ORDER  -  FIRST     CLASS II
 CX0470  ELLP ORDER  -  FIFTH     CLASS I
 CX0470
 CX0470.This is a reference station for the WHITE SANDS
 CX0470.National Continuously Operating Reference Station (WSMN).
 CX0470
 CX0470.The horizontal coordinates were established by GPS observations
 CX0470.and adjusted by the National Geodetic Survey in February 1998..
 CX0470
 CX0470.The orthometric height was determined by differential leveling
 CX0470.and adjusted by the National Geodetic Survey in June 1991..
 CX0470.WARNING-Repeat measurements at this control monument indicate possible
 CX0470.vertical movement.
 CX0470
 CX0470.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CX0470
 CX0470.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX0470
 CX0470.The ellipsoidal height was determined by GPS observations
 CX0470.and is referenced to NAD 83.
 CX0470
 CX0470.The geoid height was determined by GEOID03.
 CX0470
 CX0470.The dynamic height is computed by dividing the NAVD 88
 CX0470.geopotential number by the normal gravity value computed on the
 CX0470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0470.degrees latitude (g = 980.6199 gals.).
 CX0470
 CX0470.The modeled gravity was interpolated from observed gravity values.
 CX0470
 CX0470;                    North         East     Units Scale Factor Converg.
 CX0470;SPC NM C     -   155,322.621   489,482.012   MT  0.99990136   -0 03 35.7
 CX0470;SPC NM C     -   509,587.63  1,605,908.90   sFT  0.99990136   -0 03 35.7
 CX0470;UTM  13      - 3,585,688.108   371,927.423   MT  0.99980227   -0 43 47.3
 CX0470
 CX0470!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX0470!SPC NM C     -   0.99981226  x   0.99990136  =   0.99971363
 CX0470!UTM  13      -   0.99981226  x   0.99980227  =   0.99961456
 CX0470
 CX0470                          SUPERSEDED SURVEY CONTROL
 CX0470
 CX0470  ELLIP H (02/09/98) 1195.99   (m)                       GP(       ) 2 2
 CX0470  NAVD 88 (02/09/98) 1219.70   (m)         4001.6    (f) LEVELING    3  
 CX0470  NGVD 29 (??/??/92) 1219.106  (m)         3999.68   (f) ADJ UNCH    1 2
 CX0470
 CX0470.Superseded values are not recommended for survey control.
 CX0470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0470.See file dsdata.txt to determine how the superseded data were derived.
 CX0470
 CX0470_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR7192785688(NAD 83)
 CX0470_MARKER: DB = BENCH MARK DISK
 CX0470_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX0470_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CX0470_STAMPING: C 244 1952
 CX0470_MARK LOGO: CGS   
 CX0470_MAGNETIC: N = NO MAGNETIC MATERIAL
 CX0470_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX0470+STABILITY: SURFACE MOTION
 CX0470_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CX0470+SATELLITE: SATELLITE OBSERVATIONS - April 21, 1997
 CX0470
 CX0470  HISTORY     - Date     Condition        Report By
 CX0470  HISTORY     - 1952     MONUMENTED       CGS
 CX0470  HISTORY     - 1966     GOOD             NGS
 CX0470  HISTORY     - 19970421 GOOD             NOS
 CX0470  HISTORY     - 19970421 GOOD             NGS
 CX0470
 CX0470                          STATION DESCRIPTION
 CX0470
 CX0470'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 CX0470'7.1 MI E FROM W S M R HEADQUARTERS.
 CX0470'ABOUT 5.5 MILES EAST ALONG WHITE SANDS MISSILE RANGE ROUTE 2 FROM THE
 CX0470'WHITE SANDS MISSILE RANGE HEADQUARTERS BUILDING, THENCE 1.2 MILES
 CX0470'SOUTHEAST ALONG WHITE SANDS MISSILE RANGE ROUTE 2-A, THENCE 0.4 MILE
 CX0470'EAST ALONG WHITE SANDS MISSILE RANGE ROUTE 2, IN S 18, T 22 S, R 6 E,
 CX0470'0.4 MILE EAST OF THE JUNCTION OF ROUTES 2 AND 2-A, 190 FEET EAST OF
 CX0470'THE CENTER LINE OF A GRAVELED ROAD LEADING NORTH, 70 FEET WEST OF THE
 CX0470'CENTER LINE OF A DIRT ROAD, 77 FEET NORTH AND ACROSS THE ROAD FROM A
 CX0470'POWER POLE, 1.2 FEET WEST OF A METAL WITNESS POST, ABOUT 2 FEET ABOVE
 CX0470'THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 CX0470'PROJECTING 5 INCHES.
 CX0470
 CX0470                          STATION RECOVERY (1997)
 CX0470
 CX0470'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1997 (JGF)
 CX0470'THE STATION IS LOCATED ON THE WHITE SANDS MISSLE RANGE. TO REACH THE
 CX0470'WSMR FROM ROUTE 70 TAKE THE MISSLE RANGE EXIT, GO SOUTH THROUGH THE
 CX0470'MAIN GATE TO NIKE AVE WHICH IS MARKED BY A LONE V-2 ROCKET, GO EAST ON
 CX0470'NIKE AVE FOR 7.45 MILE (11.99 KM) TO THE STATION ON THE NORTH SIDE OF
 CX0470'THE STREET.  IT IS 76 FEET (23.2 M) NORTH OF AND ACROSS THE STREET
 CX0470'FROM POLE NUMBER 98.
 CX0470
 CX0470                          STATION RECOVERY (1997)
 CX0470
 CX0470'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (JGF)
 CX0470'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0676 ***********************************************************************
 CX0676  DESIGNATION -  C 245
 CX0676  PID         -  CX0676
 CX0676  STATE/COUNTY-  NM/DONA ANA
 CX0676  USGS QUAD   -  LAS CRUCES (1978)
 CX0676
 CX0676                         *CURRENT SURVEY CONTROL
 CX0676  ___________________________________________________________________
 CX0676* NAD 83(1986)-  32 15 15.     (N)    106 45 12.     (W)     SCALED    
 CX0676* NAVD 88     -      1179.745  (meters)    3870.55   (feet)  ADJUSTED  
 CX0676  ___________________________________________________________________
 CX0676  GEOID HEIGHT-         -23.94  (meters)                     GEOID03
 CX0676  DYNAMIC HT  -        1177.999 (meters)    3864.82  (feet)  COMP
 CX0676  MODELED GRAV-     979,118.4   (mgal)                       NAVD 88
 CX0676
 CX0676  VERT ORDER  -  FIRST     CLASS II
 CX0676
 CX0676.The horizontal coordinates were scaled from a topographic map and have
 CX0676.an estimated accuracy of +/- 6 seconds.
 CX0676
 CX0676.The orthometric height was determined by differential leveling
 CX0676.and adjusted by the National Geodetic Survey in June 1991..
 CX0676
 CX0676.The geoid height was determined by GEOID03.
 CX0676
 CX0676.The dynamic height is computed by dividing the NAVD 88
 CX0676.geopotential number by the normal gravity value computed on the
 CX0676.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0676.degrees latitude (g = 980.6199 gals.).
 CX0676
 CX0676.The modeled gravity was interpolated from observed gravity values.
 CX0676
 CX0676;                    North         East    Units  Estimated Accuracy
 CX0676;SPC NM C     -   139,160.      452,580.      MT  (+/- 180 meters Scaled)
 CX0676
 CX0676                          SUPERSEDED SURVEY CONTROL
 CX0676
 CX0676  NGVD 29 (??/??/92) 1179.218  (m)         3868.82   (f) ADJ UNCH    1 2
 CX0676
 CX0676.Superseded values are not recommended for survey control.
 CX0676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0676.See file dsdata.txt to determine how the superseded data were derived.
 CX0676
 CX0676_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR348699(NAD 83)
 CX0676_MARKER: DB = BENCH MARK DISK
 CX0676_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX0676_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CX0676_STAMPING: C 245 1952
 CX0676_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX0676+STABILITY: SURFACE MOTION
 CX0676
 CX0676  HISTORY     - Date     Condition        Report By
 CX0676  HISTORY     - 1952     MONUMENTED       CGS
 CX0676  HISTORY     - 1974     MARK NOT FOUND   USGS
 CX0676  HISTORY     - 1981     MARK NOT FOUND   NGS
 CX0676
 CX0676                          STATION DESCRIPTION
 CX0676
 CX0676'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CX0676'1.7 MI SE FROM MESILLA PARK.
 CX0676'1.7 MILES SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 CX0676'FROM THE STATION AT MESILLA PARK, 48 FEET SOUTHWEST OF THE CENTER
 CX0676'LINES OF U.S. HIGHWAYS 80 AND 85, 37.6 FEET NORTHEAST OF THE NORTHEAST
 CX0676'RAIL, 23 FEET NORTHWEST OF THE EXTENDED CENTER LINE OF A GRAVELED ROAD
 CX0676'LEADING EAST, 85 FEET SOUTHEAST OF A TELEPHONE POLE, 4 FEET SOUTHWEST
 CX0676'OF A FENCE, 4 FEET SOUTHEAST OF A WITNESS POST, SET IN THE TOP OF A
 CX0676'CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 CX0676
 CX0676                          STATION RECOVERY (1974)
 CX0676
 CX0676'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 CX0676'MARK NOT FOUND.
 CX0676
 CX0676                          STATION RECOVERY (1981)
 CX0676
 CX0676'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CX0676'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0244 ***********************************************************************
 CE0244  DESIGNATION -  C 246
 CE0244  PID         -  CE0244
 CE0244  STATE/COUNTY-  NM/DONA ANA
 CE0244  USGS QUAD   -  LA UNION (1995)
 CE0244
 CE0244                         *CURRENT SURVEY CONTROL
 CE0244  ___________________________________________________________________
 CE0244* NAD 83(1986)-  31 57 21.     (N)    106 37 53.     (W)     SCALED    
 CE0244* NAVD 88     -      1151.966  (meters)    3779.41   (feet)  ADJUSTED  
 CE0244  ___________________________________________________________________
 CE0244  GEOID HEIGHT-         -24.04  (meters)                     GEOID03
 CE0244  DYNAMIC HT  -        1150.249 (meters)    3773.78  (feet)  COMP
 CE0244  MODELED GRAV-     979,109.0   (mgal)                       NAVD 88
 CE0244
 CE0244  VERT ORDER  -  SECOND    CLASS 0
 CE0244
 CE0244.The horizontal coordinates were scaled from a topographic map and have
 CE0244.an estimated accuracy of +/- 6 seconds.
 CE0244
 CE0244.The orthometric height was determined by differential leveling
 CE0244.and adjusted by the National Geodetic Survey in June 1991..
 CE0244
 CE0244.The geoid height was determined by GEOID03.
 CE0244
 CE0244.The dynamic height is computed by dividing the NAVD 88
 CE0244.geopotential number by the normal gravity value computed on the
 CE0244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0244.degrees latitude (g = 980.6199 gals.).
 CE0244
 CE0244.The modeled gravity was interpolated from observed gravity values.
 CE0244
 CE0244;                    North         East    Units  Estimated Accuracy
 CE0244;SPC NM C     -   106,030.      463,950.      MT  (+/- 180 meters Scaled)
 CE0244
 CE0244                          SUPERSEDED SURVEY CONTROL
 CE0244
 CE0244  NGVD 29 (??/??/92) 1151.449  (m)         3777.71   (f) ADJ UNCH    2 0
 CE0244
 CE0244.Superseded values are not recommended for survey control.
 CE0244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0244.See file dsdata.txt to determine how the superseded data were derived.
 CE0244
 CE0244_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR458367(NAD 83)
 CE0244_MARKER: DB = BENCH MARK DISK
 CE0244_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CE0244_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CE0244_STAMPING: C 246 1952
 CE0244_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CE0244+STABILITY: SURFACE MOTION
 CE0244
 CE0244  HISTORY     - Date     Condition        Report By
 CE0244  HISTORY     - 1952     MONUMENTED       CGS
 CE0244
 CE0244                          STATION DESCRIPTION
 CE0244
 CE0244'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CE0244'0.7 MI E FROM NEW LA UNION.
 CE0244'0.1 MILE NORTH ALONG STATE HIGHWAY 28 FROM THE POST OFFICE AT NEW LA
 CE0244'UNION, THENCE 0.6 MILE EAST ALONG AN OILED ROAD, 53.2 FEET SOUTHWEST
 CE0244'OF THE SOUTHWEST CORNER OF A FARMHOUSE, 24.4 FEET NORTH OF THE CENTER
 CE0244'LINE OF AN OILED ROAD, 22 FEET WEST OF THE CENTER LINE OF A PRIVATE
 CE0244'DRIVEWAY, 8 FEET WEST OF A POWER POLE, 15 FEET NORTH OF A WITNESS
 CE0244'POST, 1.0 MILE SOUTHWEST OF BENCH MARK U 460, SET IN THE TOP OF A
 CE0244'CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0786 ***********************************************************************
 CX0786  DESIGNATION -  C 247
 CX0786  PID         -  CX0786
 CX0786  STATE/COUNTY-  NM/DONA ANA
 CX0786  USGS QUAD   -  SELDEN CANYON (1982)
 CX0786
 CX0786                         *CURRENT SURVEY CONTROL
 CX0786  ___________________________________________________________________
 CX0786* NAD 83(1986)-  32 36 27.     (N)    106 59 45.     (W)     SCALED    
 CX0786* NAVD 88     -      1224.145  (meters)    4016.22   (feet)  ADJUSTED  
 CX0786  ___________________________________________________________________
 CX0786  GEOID HEIGHT-         -23.82  (meters)                     GEOID03
 CX0786  DYNAMIC HT  -        1222.355 (meters)    4010.34  (feet)  COMP
 CX0786  MODELED GRAV-     979,133.8   (mgal)                       NAVD 88
 CX0786
 CX0786  VERT ORDER  -  FIRST     CLASS II
 CX0786
 CX0786.The horizontal coordinates were scaled from a topographic map and have
 CX0786.an estimated accuracy of +/- 6 seconds.
 CX0786
 CX0786.The orthometric height was determined by differential leveling
 CX0786.and adjusted by the National Geodetic Survey in June 1991..
 CX0786
 CX0786.The geoid height was determined by GEOID03.
 CX0786
 CX0786.The dynamic height is computed by dividing the NAVD 88
 CX0786.geopotential number by the normal gravity value computed on the
 CX0786.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0786.degrees latitude (g = 980.6199 gals.).
 CX0786
 CX0786.The modeled gravity was interpolated from observed gravity values.
 CX0786
 CX0786;                    North         East    Units  Estimated Accuracy
 CX0786;SPC NM C     -   178,470.      430,000.      MT  (+/- 180 meters Scaled)
 CX0786
 CX0786                          SUPERSEDED SURVEY CONTROL
 CX0786
 CX0786  NGVD 29 (??/??/92) 1223.580  (m)         4014.36   (f) ADJ UNCH    1 2
 CX0786
 CX0786.Superseded values are not recommended for survey control.
 CX0786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0786.See file dsdata.txt to determine how the superseded data were derived.
 CX0786
 CX0786_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS127095(NAD 83)
 CX0786_MARKER: DB = BENCH MARK DISK
 CX0786_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX0786_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CX0786_STAMPING: C 247 1952
 CX0786_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX0786+STABILITY: SURFACE MOTION
 CX0786
 CX0786  HISTORY     - Date     Condition        Report By
 CX0786  HISTORY     - 1952     MONUMENTED       CGS
 CX0786  HISTORY     - 1973     MARK NOT FOUND   USGS
 CX0786
 CX0786                          STATION DESCRIPTION
 CX0786
 CX0786'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CX0786'6.55 MI SE FROM RINCON.
 CX0786'6.55 MILES SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 CX0786'FROM THE STATION AT RINCON, AT A ROAD CROSSING, 2 POLES SOUTH OF
 CX0786'MILEPOST 1086, 98 FEET NORTH OF THE CENTER LINE OF A DIRT ROAD, 60
 CX0786'FEET EAST OF THE EAST RAIL, 39 FEET WEST OF A FENCE, 24 FEET SOUTH OF
 CX0786'A TELEPHONE POLE, 14.2 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF
 CX0786'A CONCRETE POST WHICH PROJECTS 0.7 FOOT ABOVE THE GROUND.
 CX0786
 CX0786                          STATION RECOVERY (1973)
 CX0786
 CX0786'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 CX0786'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0103 ***********************************************************************
 CX0103  DESIGNATION -  C 248
 CX0103  PID         -  CX0103
 CX0103  STATE/COUNTY-  NM/OTERO
 CX0103  USGS QUAD   -  FOSTER LAKE (1982)
 CX0103
 CX0103                         *CURRENT SURVEY CONTROL
 CX0103  ___________________________________________________________________
 CX0103* NAD 83(1986)-  32 43 46.     (N)    106 13 08.     (W)     SCALED    
 CX0103* NAVD 88     -      1211.113  (meters)    3973.46   (feet)  ADJUSTED  
 CX0103  ___________________________________________________________________
 CX0103  GEOID HEIGHT-         -23.21  (meters)                     GEOID03
 CX0103  DYNAMIC HT  -        1209.354 (meters)    3967.69  (feet)  COMP
 CX0103  MODELED GRAV-     979,144.2   (mgal)                       NAVD 88
 CX0103
 CX0103  VERT ORDER  -  FIRST     CLASS II
 CX0103
 CX0103.The horizontal coordinates were scaled from a topographic map and have
 CX0103.an estimated accuracy of +/- 6 seconds.
 CX0103
 CX0103.The orthometric height was determined by differential leveling
 CX0103.and adjusted by the National Geodetic Survey in June 1991..
 CX0103
 CX0103.The geoid height was determined by GEOID03.
 CX0103
 CX0103.The dynamic height is computed by dividing the NAVD 88
 CX0103.geopotential number by the normal gravity value computed on the
 CX0103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0103.degrees latitude (g = 980.6199 gals.).
 CX0103
 CX0103.The modeled gravity was interpolated from observed gravity values.
 CX0103
 CX0103;                    North         East    Units  Estimated Accuracy
 CX0103;SPC NM C     -   191,750.      502,920.      MT  (+/- 180 meters Scaled)
 CX0103
 CX0103                          SUPERSEDED SURVEY CONTROL
 CX0103
 CX0103  NGVD 29 (??/??/92) 1210.540  (m)         3971.58   (f) ADJ UNCH    1 2
 CX0103
 CX0103.Superseded values are not recommended for survey control.
 CX0103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0103.See file dsdata.txt to determine how the superseded data were derived.
 CX0103
 CX0103_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS857219(NAD 83)
 CX0103_MARKER: DB = BENCH MARK DISK
 CX0103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX0103_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CX0103_STAMPING: C 248 1952
 CX0103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX0103+STABILITY: SURFACE MOTION
 CX0103
 CX0103  HISTORY     - Date     Condition        Report By
 CX0103  HISTORY     - 1952     MONUMENTED       CGS
 CX0103  HISTORY     - 1966     GOOD             NGS
 CX0103
 CX0103                          STATION DESCRIPTION
 CX0103
 CX0103'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 CX0103'4.8 MI SSW FROM WHITE SANDS NAT MON HDQ.
 CX0103'FROM WHITE SANDS NATIONAL MONUMENT HEADQUARTERS FOLLOW U. S. HIGHWAY
 CX0103'70, SOUTHWEST, 4.4 MILES TO A GRAVELED ROAD, GATE AND CATTLEGUARD ON
 CX0103'THE RIGHT.  TURN RIGHT, PASS THROUGH GATE AND FOLLOW GRAVELED ROAD
 CX0103'NORTHWEST 0.5 MILE TO OLD U. S. HIGHWAY 70.  TURN LEFT AND FOLLOW OLD
 CX0103'U. S. HIGHWAY 70 SOUTHWEST 0.5 MILE TO TURN RIGHT, PASS THROUGH GATE
 CX0103'AND FOLLOW GRAVELED ROAD NORTHWEST 0.5 MILE TO OLD U. S. HIGHWAY 70.
 CX0103'TURN LEFT AND FOLLOW OLD U. S. HIGHWAY 70 SOUTHWEST 0.5 MILE TO BENCH
 CX0103'MARK ON THE SOUTHEAST SIDE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0539 ***********************************************************************
 DR0539  DESIGNATION -  C 25
 DR0539  PID         -  DR0539
 DR0539  STATE/COUNTY-  NM/LINCOLN
 DR0539  USGS QUAD   -  SUNSET (1988)
 DR0539
 DR0539                         *CURRENT SURVEY CONTROL
 DR0539  ___________________________________________________________________
 DR0539* NAD 83(1986)-  33 20 52.     (N)    105 02 26.     (W)     SCALED    
 DR0539* NAVD 88     -      1548.680  (meters)    5080.96   (feet)  ADJUSTED  
 DR0539  ___________________________________________________________________
 DR0539  GEOID HEIGHT-         -21.86  (meters)                     GEOID03
 DR0539  DYNAMIC HT  -        1546.430 (meters)    5073.58  (feet)  COMP
 DR0539  MODELED GRAV-     979,129.4   (mgal)                       NAVD 88
 DR0539
 DR0539  VERT ORDER  -  FIRST     CLASS II
 DR0539
 DR0539.The horizontal coordinates were scaled from a topographic map and have
 DR0539.an estimated accuracy of +/- 6 seconds.
 DR0539
 DR0539.The orthometric height was determined by differential leveling
 DR0539.and adjusted by the National Geodetic Survey in June 1991..
 DR0539
 DR0539.The geoid height was determined by GEOID03.
 DR0539
 DR0539.The dynamic height is computed by dividing the NAVD 88
 DR0539.geopotential number by the normal gravity value computed on the
 DR0539.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0539.degrees latitude (g = 980.6199 gals.).
 DR0539
 DR0539.The modeled gravity was interpolated from observed gravity values.
 DR0539
 DR0539;                    North         East    Units  Estimated Accuracy
 DR0539;SPC NM C     -   260,970.      612,570.      MT  (+/- 180 meters Scaled)
 DR0539
 DR0539                          SUPERSEDED SURVEY CONTROL
 DR0539
 DR0539  NGVD 29 (??/??/92) 1548.036  (m)         5078.85   (f) ADJ UNCH    1 2
 DR0539
 DR0539.Superseded values are not recommended for survey control.
 DR0539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0539.See file dsdata.txt to determine how the superseded data were derived.
 DR0539
 DR0539_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDS962898(NAD 83)
 DR0539_MARKER: DB = BENCH MARK DISK
 DR0539_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DR0539_SP_SET: CULVERT
 DR0539_STAMPING: 5078.848 C 25 1933
 DR0539_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR0539
 DR0539  HISTORY     - Date     Condition        Report By
 DR0539  HISTORY     - 1933     MONUMENTED       CGS
 DR0539  HISTORY     - 1934     GOOD             NGS
 DR0539  HISTORY     - 1960     MARK NOT FOUND   USGS
 DR0539
 DR0539                          STATION DESCRIPTION
 DR0539
 DR0539'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DR0539'17.0 MI E FROM HONDO.
 DR0539'17.0 MILES EAST ALONG U.S. HIGHWAY 70 FROM THE GENERAL STORE AT HONDO,
 DR0539'LINCOLN COUNTY, NORTHEAST OF THE SUMMIT OF PICACHO HILL, AT A DOUBLE
 DR0539'24-INCH PIPE CULVERT, AND IN THE TOP OF THE EAST END OF THE NORTH
 DR0539'CONCRETE HEADWALL.  A STANDARD DISK, STAMPED 5078.848 C 25 1933.
 DR0539
 DR0539                          STATION RECOVERY (1960)
 DR0539
 DR0539'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 DR0539'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1032 ***********************************************************************
 CX1032  DESIGNATION -  C 250
 CX1032  PID         -  CX1032
 CX1032  STATE/COUNTY-  NM/LUNA
 CX1032  USGS QUAD   -  DEMING WEST (1972)
 CX1032
 CX1032                         *CURRENT SURVEY CONTROL
 CX1032  ___________________________________________________________________
 CX1032* NAD 83(1986)-  32 18 12.     (N)    107 48 19.     (W)     SCALED    
 CX1032* NAVD 88     -      1341.906  (meters)    4402.57   (feet)  ADJUSTED  
 CX1032  ___________________________________________________________________
 CX1032  GEOID HEIGHT-         -24.53  (meters)                     GEOID03
 CX1032  DYNAMIC HT  -        1339.875 (meters)    4395.91  (feet)  COMP
 CX1032  MODELED GRAV-     979,079.0   (mgal)                       NAVD 88
 CX1032
 CX1032  VERT ORDER  -  FIRST     CLASS II
 CX1032
 CX1032.The horizontal coordinates were scaled from a topographic map and have
 CX1032.an estimated accuracy of +/- 6 seconds.
 CX1032
 CX1032.The orthometric height was determined by differential leveling
 CX1032.and adjusted by the National Geodetic Survey in June 1991..
 CX1032
 CX1032.The geoid height was determined by GEOID03.
 CX1032
 CX1032.The dynamic height is computed by dividing the NAVD 88
 CX1032.geopotential number by the normal gravity value computed on the
 CX1032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX1032.degrees latitude (g = 980.6199 gals.).
 CX1032
 CX1032.The modeled gravity was interpolated from observed gravity values.
 CX1032
 CX1032;                    North         East    Units  Estimated Accuracy
 CX1032;SPC NM W     -   144,500.      832,640.      MT  (+/- 180 meters Scaled)
 CX1032
 CX1032                          SUPERSEDED SURVEY CONTROL
 CX1032
 CX1032  NGVD 29 (??/??/92) 1341.202  (m)         4400.26   (f) ADJ UNCH    1 2
 CX1032
 CX1032.Superseded values are not recommended for survey control.
 CX1032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1032.See file dsdata.txt to determine how the superseded data were derived.
 CX1032
 CX1032_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBR358775(NAD 83)
 CX1032_MARKER: DB = BENCH MARK DISK
 CX1032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX1032_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CX1032_STAMPING: C 250 1952
 CX1032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX1032+STABILITY: SURFACE MOTION
 CX1032
 CX1032  HISTORY     - Date     Condition        Report By
 CX1032  HISTORY     - 1952     MONUMENTED       CGS
 CX1032
 CX1032                          STATION DESCRIPTION
 CX1032
 CX1032'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CX1032'4.1 MI NW FROM DEMING.
 CX1032'4.1 MILES NORTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 CX1032'FROM THE STATION AT DEMING.  AT PERUHILL SIDING, 58 FEET NORTHEAST OF
 CX1032'THE NORTHEAST RAIL, 43 FEET SOUTHWEST OF A FENCE, 9 FEET NORTHEAST OF
 CX1032'THE 4TH POLE NORTHWEST OF MILEPOST 3, 2.6 FEET SOUTHEAST OF A WITNESS
 CX1032'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE
 CX1032'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0034 ***********************************************************************
 CY0034  DESIGNATION -  C 251
 CY0034  PID         -  CY0034
 CY0034  STATE/COUNTY-  NM/GRANT
 CY0034  USGS QUAD   -  TYRONE (1992)
 CY0034
 CY0034                         *CURRENT SURVEY CONTROL
 CY0034  ___________________________________________________________________
 CY0034* NAD 83(1986)-  32 44 29.     (N)    108 15 39.     (W)     SCALED    
 CY0034* NAVD 88     -      1740.340  (meters)    5709.77   (feet)  ADJUSTED  
 CY0034  ___________________________________________________________________
 CY0034  GEOID HEIGHT-         -23.89  (meters)                     GEOID03
 CY0034  DYNAMIC HT  -        1737.598 (meters)    5700.77  (feet)  COMP
 CY0034  MODELED GRAV-     979,000.9   (mgal)                       NAVD 88
 CY0034
 CY0034  VERT ORDER  -  FIRST     CLASS II
 CY0034
 CY0034.The horizontal coordinates were scaled from a topographic map and have
 CY0034.an estimated accuracy of +/- 6 seconds.
 CY0034
 CY0034.The orthometric height was determined by differential leveling
 CY0034.and adjusted by the National Geodetic Survey in June 1991..
 CY0034
 CY0034.The geoid height was determined by GEOID03.
 CY0034
 CY0034.The dynamic height is computed by dividing the NAVD 88
 CY0034.geopotential number by the normal gravity value computed on the
 CY0034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0034.degrees latitude (g = 980.6199 gals.).
 CY0034
 CY0034.The modeled gravity was interpolated from observed gravity values.
 CY0034
 CY0034;                    North         East    Units  Estimated Accuracy
 CY0034;SPC NM W     -   193,160.      789,940.      MT  (+/- 180 meters Scaled)
 CY0034
 CY0034                          SUPERSEDED SURVEY CONTROL
 CY0034
 CY0034  NGVD 29 (??/??/92) 1739.439  (m)         5706.81   (f) ADJ UNCH    1 2
 CY0034
 CY0034.Superseded values are not recommended for survey control.
 CY0034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0034.See file dsdata.txt to determine how the superseded data were derived.
 CY0034
 CY0034_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYB566259(NAD 83)
 CY0034_MARKER: DB = BENCH MARK DISK
 CY0034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0034_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0034_STAMPING: C 251 1952
 CY0034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0034+STABILITY: SURFACE MOTION
 CY0034
 CY0034  HISTORY     - Date     Condition        Report By
 CY0034  HISTORY     - 1952     MONUMENTED       CGS
 CY0034
 CY0034                          STATION DESCRIPTION
 CY0034
 CY0034'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CY0034'2.2 MI SE FROM SILVER CITY.
 CY0034'2.2 MILES SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 CY0034'FROM THE STATION AT SILVER CITY, 12 POLES NORTHWEST OF MILEPOST 44,
 CY0034'225 FEET NORTHWEST OF THE NORTH CORNER OF A STOCK YARD, 57 FEET
 CY0034'SOUTHWEST OF THE SOUTHWEST RAIL OF THE MAIN TRACK, 17 FEET NORTHEAST
 CY0034'OF THE CENTER LINE OF A ROAD, 2 FEET NORTHEAST OF A FENCE, 2.6 FEET
 CY0034'NORTHWEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 CY0034'PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1021 ***********************************************************************
 CX1021  DESIGNATION -  C 252
 CX1021  PID         -  CX1021
 CX1021  STATE/COUNTY-  NM/LUNA
 CX1021  USGS QUAD   -  DEMING EAST (1965)
 CX1021
 CX1021                         *CURRENT SURVEY CONTROL
 CX1021  ___________________________________________________________________
 CX1021* NAD 83(1986)-  32 17 06.     (N)    107 43 47.     (W)     SCALED    
 CX1021* NAVD 88     -      1316.874  (meters)    4320.44   (feet)  ADJUSTED  
 CX1021  ___________________________________________________________________
 CX1021  GEOID HEIGHT-         -24.54  (meters)                     GEOID03
 CX1021  DYNAMIC HT  -        1314.878 (meters)    4313.90  (feet)  COMP
 CX1021  MODELED GRAV-     979,077.4   (mgal)                       NAVD 88
 CX1021
 CX1021  VERT ORDER  -  FIRST     CLASS II
 CX1021
 CX1021.The horizontal coordinates were scaled from a topographic map and have
 CX1021.an estimated accuracy of +/- 6 seconds.
 CX1021
 CX1021.The orthometric height was determined by differential leveling
 CX1021.and adjusted by the National Geodetic Survey in June 1991..
 CX1021
 CX1021.The geoid height was determined by GEOID03.
 CX1021
 CX1021.The dynamic height is computed by dividing the NAVD 88
 CX1021.geopotential number by the normal gravity value computed on the
 CX1021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX1021.degrees latitude (g = 980.6199 gals.).
 CX1021
 CX1021.The modeled gravity was interpolated from observed gravity values.
 CX1021
 CX1021;                    North         East    Units  Estimated Accuracy
 CX1021;SPC NM W     -   142,470.      839,760.      MT  (+/- 180 meters Scaled)
 CX1021
 CX1021                          SUPERSEDED SURVEY CONTROL
 CX1021
 CX1021  NGVD 29 (??/??/92) 1316.172  (m)         4318.14   (f) ADJ UNCH    1 2
 CX1021
 CX1021.Superseded values are not recommended for survey control.
 CX1021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1021.See file dsdata.txt to determine how the superseded data were derived.
 CX1021
 CX1021_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBR429752(NAD 83)
 CX1021_MARKER: DB = BENCH MARK DISK
 CX1021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX1021_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CX1021_STAMPING: C 252 1952
 CX1021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX1021+STABILITY: SURFACE MOTION
 CX1021
 CX1021  HISTORY     - Date     Condition        Report By
 CX1021  HISTORY     - 1952     MONUMENTED       CGS
 CX1021
 CX1021                          STATION DESCRIPTION
 CX1021
 CX1021'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CX1021'2.0 MI NE FROM DEMING.
 CX1021'2.0 MILES NORTHEAST ALONG THE ATCHISON, TOPEKA AND SANTE FE RAILROAD
 CX1021'FROM THE STATION AT DEMING, 99 FEET NORTHWEST OF THE NORTHWEST RAIL,
 CX1021'55 FEET NORTHWEST OF THE 1ST POLE SOUTHWEST OF MILEPOST 1131, 2 FEET
 CX1021'NORTHWEST OF A FENCE, 2.5 FEET NORTHEAST OF A WITNESS POST, SET IN THE
 CX1021'TOP OF A CONCRETE POST WHICH PROJECTS 3.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1063 ***********************************************************************
 CX1063  DESIGNATION -  C 253
 CX1063  PID         -  CX1063
 CX1063  STATE/COUNTY-  NM/LUNA
 CX1063  USGS QUAD   -  DEMING WEST (1972)
 CX1063
 CX1063                         *CURRENT SURVEY CONTROL
 CX1063  ___________________________________________________________________
 CX1063* NAD 83(1986)-  32 15 42.     (N)    107 50 07.     (W)     SCALED    
 CX1063* NAVD 88     -      1339.52   (+/-2cm)    4394.7    (feet)  VERTCON   
 CX1063  ___________________________________________________________________
 CX1063  GEOID HEIGHT-         -24.59  (meters)                     GEOID03
 CX1063
 CX1063  VERT ORDER  -  FIRST     CLASS II (See Below)
 CX1063
 CX1063.The horizontal coordinates were scaled from a topographic map and have
 CX1063.an estimated accuracy of +/- 6 seconds.
 CX1063
 CX1063.The NAVD 88 height was computed by applying the VERTCON shift value to
 CX1063.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CX1063.The vertical order pertains to the NGVD 29 superseded value.
 CX1063
 CX1063.The geoid height was determined by GEOID03.
 CX1063
 CX1063;                    North         East    Units  Estimated Accuracy
 CX1063;SPC NM W     -   139,880.      829,820.      MT  (+/- 180 meters Scaled)
 CX1063
 CX1063                          SUPERSEDED SURVEY CONTROL
 CX1063
 CX1063  NGVD 29 (??/??/92) 1338.823  (m)         4392.46   (f) ADJ UNCH    1 2
 CX1063
 CX1063.Superseded values are not recommended for survey control.
 CX1063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1063.See file dsdata.txt to determine how the superseded data were derived.
 CX1063
 CX1063_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBR329729(NAD 83)
 CX1063_MARKER: DB = BENCH MARK DISK
 CX1063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX1063_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CX1063_STAMPING: C 253 1952
 CX1063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX1063+STABILITY: SURFACE MOTION
 CX1063
 CX1063  HISTORY     - Date     Condition        Report By
 CX1063  HISTORY     - 1952     MONUMENTED       CGS
 CX1063  HISTORY     - 1980     MARK NOT FOUND   NGS
 CX1063
 CX1063                          STATION DESCRIPTION
 CX1063
 CX1063'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CX1063'4.6 MI W FROM DEMING.
 CX1063'4.6 MILES WEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATION AT
 CX1063'DEMING, 12 1/2 POLES EAST OF MILEPOST 1203, 112 FEET NORTH OF THE
 CX1063'CENTER LINES OF U.S. HIGHWAYS 70 AND 80, 58.5 FEET SOUTH OF THE SOUTH
 CX1063'RAIL, 6 FEET WEST OF A TELEGRAPH POLE, 2.6 FEET SOUTH OF A WITNESS
 CX1063'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE
 CX1063'THE GROUND.
 CX1063
 CX1063                          STATION RECOVERY (1980)
 CX1063
 CX1063'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CX1063'SEARCHED FOR BUT NOT RECOVERED ON THIS DATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0092 ***********************************************************************
 DR0092  DESIGNATION -  C 254
 DR0092  PID         -  DR0092
 DR0092  STATE/COUNTY-  NM/CHAVES
 DR0092  USGS QUAD   -  SOUTH SPRING (1975)
 DR0092
 DR0092                         *CURRENT SURVEY CONTROL
 DR0092  ___________________________________________________________________
 DR0092* NAD 83(1986)-  33 20 07.     (N)    104 28 23.     (W)     SCALED    
 DR0092* NAVD 88     -      1090.716  (meters)    3578.46   (feet)  ADJUSTED  
 DR0092  ___________________________________________________________________
 DR0092  GEOID HEIGHT-         -23.19  (meters)                     GEOID03
 DR0092  DYNAMIC HT  -        1089.230 (meters)    3573.58  (feet)  COMP
 DR0092  MODELED GRAV-     979,238.1   (mgal)                       NAVD 88
 DR0092
 DR0092  VERT ORDER  -  FIRST     CLASS II
 DR0092
 DR0092.The horizontal coordinates were scaled from a topographic map and have
 DR0092.an estimated accuracy of +/- 6 seconds.
 DR0092
 DR0092.The orthometric height was determined by differential leveling
 DR0092.and adjusted by the National Geodetic Survey in June 1991..
 DR0092.WARNING-Repeat measurements at this control monument indicate possible
 DR0092.vertical movement.
 DR0092
 DR0092.The geoid height was determined by GEOID03.
 DR0092
 DR0092.The dynamic height is computed by dividing the NAVD 88
 DR0092.geopotential number by the normal gravity value computed on the
 DR0092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0092.degrees latitude (g = 980.6199 gals.).
 DR0092
 DR0092.The modeled gravity was interpolated from observed gravity values.
 DR0092
 DR0092;                    North         East    Units  Estimated Accuracy
 DR0092;SPC NM E     -   258,940.      151,990.      MT  (+/- 180 meters Scaled)
 DR0092
 DR0092                          SUPERSEDED SURVEY CONTROL
 DR0092
 DR0092.No superseded survey control is available for this station.
 DR0092
 DR0092_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES490885(NAD 83)
 DR0092_MARKER: DB = BENCH MARK DISK
 DR0092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR0092_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DR0092_STAMPING: C 254 1957
 DR0092_MARK LOGO: CGS   
 DR0092_PROJECTION: PROJECTING 10 CENTIMETERS
 DR0092_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR0092+STABILITY: SURFACE MOTION
 DR0092_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR0092+SATELLITE: SATELLITE OBSERVATIONS - July 09, 2005
 DR0092
 DR0092  HISTORY     - Date     Condition        Report By
 DR0092  HISTORY     - 1957     MONUMENTED       CGS
 DR0092  HISTORY     - 1982     GOOD             NGS
 DR0092  HISTORY     - 20050709 GOOD             USPSQD
 DR0092
 DR0092                          STATION DESCRIPTION
 DR0092
 DR0092'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 DR0092'5.2 MI SE FROM ROSWELL.
 DR0092'ABOUT 5.2 MILES SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 DR0092'RAILWAY FROM THE STATION AT ROSWELL, 41 FEET SOUTHWEST OF MILEPOST
 DR0092'113, 50 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 140 YARDS SOUTHEAST OF
 DR0092'COTTON GIN NUMBER 3 WHICH IS OWNED BY FARMERS INCORPORATED, 62 FEET
 DR0092'SOUTH OF THE CENTER OF A ROAD CROSSING, 3 FEET NORTHEAST OF A FENCE, 2
 DR0092'FEET NORTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE
 DR0092'TRACK, AND IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 DR0092
 DR0092                          STATION RECOVERY (1982)
 DR0092
 DR0092'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 DR0092'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  8.4 KM (5.2
 DR0092'MI) SOUTHERLY ALONG THE SANTA FE RAILROAD FROM THE RAILROAD STATION IN
 DR0092'ROSWELL, IN THE SOUTHWEST ANGLE OF AN INTERSECTION, 16.8 METERS (55.1
 DR0092'FT) SOUTHEAST OF THE CENTER OF A PAVED ROAD, 15.2 METERS (49.9 FT)
 DR0092'SOUTHWEST OF THE NEAR RAIL, 13.8 METERS (45.3 FT) SOUTHWEST OF
 DR0092'MILEPOST 113, 8.6 METERS (28.2 FT) SOUTH OF UTILITY POLE NUMBER L8 AND
 DR0092'0.9 METER (3.0 FT) NORTHEAST OF A FENCE.
 DR0092'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 DR0092'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
 DR0092
 DR0092                          STATION RECOVERY (2005)
 DR0092
 DR0092'RECOVERY NOTE BY US POWER SQUADRON 2005 (BJK)
 DR0092'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0006 ***********************************************************************
 CW0006  DESIGNATION -  C 255
 CW0006  PID         -  CW0006
 CW0006  STATE/COUNTY-  NM/EDDY
 CW0006  USGS QUAD   -  ESPUELA (1975)
 CW0006
 CW0006                         *CURRENT SURVEY CONTROL
 CW0006  ___________________________________________________________________
 CW0006* NAD 83(1986)-  32 57 22.     (N)    104 22 49.     (W)     SCALED    
 CW0006* NAVD 88     -      1018.231  (meters)    3340.65   (feet)  ADJUSTED  
 CW0006  ___________________________________________________________________
 CW0006  GEOID HEIGHT-         -23.11  (meters)                     GEOID03
 CW0006  DYNAMIC HT  -        1016.831 (meters)    3336.05  (feet)  COMP
 CW0006  MODELED GRAV-     979,228.9   (mgal)                       NAVD 88
 CW0006
 CW0006  VERT ORDER  -  FIRST     CLASS II
 CW0006
 CW0006.The horizontal coordinates were scaled from a topographic map and have
 CW0006.an estimated accuracy of +/- 6 seconds.
 CW0006
 CW0006.The orthometric height was determined by differential leveling
 CW0006.and adjusted by the National Geodetic Survey in June 1991..
 CW0006.WARNING-Repeat measurements at this control monument indicate possible
 CW0006.vertical movement.
 CW0006
 CW0006.The geoid height was determined by GEOID03.
 CW0006
 CW0006.The dynamic height is computed by dividing the NAVD 88
 CW0006.geopotential number by the normal gravity value computed on the
 CW0006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0006.degrees latitude (g = 980.6199 gals.).
 CW0006
 CW0006.The modeled gravity was interpolated from observed gravity values.
 CW0006
 CW0006;                    North         East    Units  Estimated Accuracy
 CW0006;SPC NM E     -   216,890.      160,610.      MT  (+/- 180 meters Scaled)
 CW0006
 CW0006                          SUPERSEDED SURVEY CONTROL
 CW0006
 CW0006.No superseded survey control is available for this station.
 CW0006
 CW0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES579465(NAD 83)
 CW0006_MARKER: DB = BENCH MARK DISK
 CW0006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CW0006_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CW0006_STAMPING: C 255 1957
 CW0006_MARK LOGO: CGS   
 CW0006_PROJECTION: PROJECTING 6 CENTIMETERS
 CW0006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CW0006+STABILITY: SURFACE MOTION
 CW0006
 CW0006  HISTORY     - Date     Condition        Report By
 CW0006  HISTORY     - 1957     MONUMENTED       CGS
 CW0006  HISTORY     - 1982     GOOD             NGS
 CW0006
 CW0006                          STATION DESCRIPTION
 CW0006
 CW0006'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 CW0006'2.9 MI S FROM LAKE ARTHUR.
 CW0006'ABOUT 2.9 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 CW0006'FROM THE STATION AT LAKE ARTHUR, 125 FEET NORTH-NORTHWEST OF MILEPOST
 CW0006'142, 62 FEET WEST OF THE WEST RAIL, 4 POLES NORTH OF A WOODEN BRIDGE,
 CW0006'3 POLES SOUTH OF A WOODEN BRIDGE, 76 FEET EAST OF THE CENTER LINE OF
 CW0006'U. S. HIGHWAY 285, 5 1/2 FEET NORTH OF A TELEPHONE POLE, 2 FEET SOUTH
 CW0006'OF A WHITE WOODEN WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE
 CW0006'TRACK, AND IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 CW0006
 CW0006                          STATION RECOVERY (1982)
 CW0006
 CW0006'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CW0006'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 CW0006'12.7 KM (7.9 MI) NORTHERLY ALONG THE SANTA FE RAILROAD FROM THE
 CW0006'RAILROAD STATION IN ARTESIA, 0.9 KM (0.55 MI) SOUTH OF THE JUNCTION OF
 CW0006'STATE HIGHWAY 438, 0.6 KM (0.35 MI) NORTH OF HIGHWAY MILEPOST 5, 38.1
 CW0006'METERS (125.0 FT) NORTH-NORTHWEST OF MILEPOST 142, 23.2 METERS (76.1
 CW0006'FT) EAST OF THE CENTERLINE OF STATE HIGHWAY 2, 18.9 METERS (62.0 FT)
 CW0006'WEST OF THE NEAR RAIL AND 1.7 METERS (5.6 FT) NORTH OF A UTILITY POLE.
 CW0006'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 CW0006'THE MARK IS 0.9 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0072 ***********************************************************************
 CW0072  DESIGNATION -  C 256
 CW0072  PID         -  CW0072
 CW0072  STATE/COUNTY-  NM/EDDY
 CW0072  USGS QUAD   -  LAKE MC MILLAN SOUTH (1955)
 CW0072
 CW0072                         *CURRENT SURVEY CONTROL
 CW0072  ___________________________________________________________________
 CW0072* NAD 83(1986)-  32 33 36.     (N)    104 19 01.     (W)     SCALED    
 CW0072* NAVD 88     -       993.146  (meters)    3258.35   (feet)  POSTED    
 CW0072  ___________________________________________________________________
 CW0072  GEOID HEIGHT-         -23.68  (meters)                     GEOID03
 CW0072  DYNAMIC HT  -         991.750 (meters)    3253.77  (feet)  COMP
 CW0072  MODELED GRAV-     979,199.8   (mgal)                       NAVD 88
 CW0072
 CW0072  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 CW0072
 CW0072.The horizontal coordinates were scaled from a topographic map and have
 CW0072.an estimated accuracy of +/- 6 seconds.
 CW0072
 CW0072.The orthometric height was determined by differential leveling
 CW0072.and adjusted by the National Geodetic Survey in 1992..
 CW0072.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 CW0072.rate of 0.0 thru 1.0 mm/km.
 CW0072
 CW0072.The geoid height was determined by GEOID03.
 CW0072
 CW0072.The dynamic height is computed by dividing the NAVD 88
 CW0072.geopotential number by the normal gravity value computed on the
 CW0072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0072.degrees latitude (g = 980.6199 gals.).
 CW0072
 CW0072.The modeled gravity was interpolated from observed gravity values.
 CW0072
 CW0072;                    North         East    Units  Estimated Accuracy
 CW0072;SPC NM E     -   172,960.      166,540.      MT  (+/- 180 meters Scaled)
 CW0072
 CW0072                          SUPERSEDED SURVEY CONTROL
 CW0072
 CW0072  NGVD 29 (??/??/92)  992.674  (m)         3256.80   (f) ADJ UNCH    1 2
 CW0072
 CW0072.Superseded values are not recommended for survey control.
 CW0072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0072.See file dsdata.txt to determine how the superseded data were derived.
 CW0072
 CW0072_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES641027(NAD 83)
 CW0072_MARKER: DB = BENCH MARK DISK
 CW0072_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CW0072_SP_SET: 7 FT.
 CW0072_STAMPING: C 256 1957
 CW0072_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CW0072
 CW0072  HISTORY     - Date     Condition        Report By
 CW0072  HISTORY     - 1957     MONUMENTED       CGS
 CW0072
 CW0072                          STATION DESCRIPTION
 CW0072
 CW0072'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 CW0072'12.0 MI NW FROM CARLSBAD.
 CW0072'ABOUT 12.0 MILES NORTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 CW0072'RAILWAY FROM THE STATION AT CARLSBAD, 92 FEET SOUTHWEST OF MILEPOST
 CW0072'171, 100 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 4 FEET SOUTHWEST OF THE
 CW0072'SOUTHWEST RIGHT OF WAY FENCE, 2 1/2 FEET SOUTHEAST OF A WHITE WOODEN
 CW0072'WITNESS POST, ABOUT LEVEL WITH THE TRACK, AND ON THE TOP OF A 5/8-INCH
 CW0072'COPPER COATED ROD WHICH IS DRIVEN TO A DEPTH OF 7 FEET AND IS ENCASED
 CW0072'IN A 6-INCH TILE PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0076 ***********************************************************************
 CW0076  DESIGNATION -  C 257
 CW0076  PID         -  CW0076
 CW0076  STATE/COUNTY-  NM/EDDY
 CW0076  USGS QUAD   -  LAKE MC MILLAN SOUTH (1955)
 CW0076
 CW0076                         *CURRENT SURVEY CONTROL
 CW0076  ___________________________________________________________________
 CW0076* NAD 83(1986)-  32 31 26.     (N)    104 15 53.     (W)     SCALED    
 CW0076* NAVD 88     -       978.327  (meters)    3209.73   (feet)  POSTED    
 CW0076  ___________________________________________________________________
 CW0076  GEOID HEIGHT-         -23.86  (meters)                     GEOID03
 CW0076  DYNAMIC HT  -         976.950 (meters)    3205.21  (feet)  COMP
 CW0076  MODELED GRAV-     979,194.7   (mgal)                       NAVD 88
 CW0076
 CW0076  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 CW0076
 CW0076.The horizontal coordinates were scaled from a topographic map and have
 CW0076.an estimated accuracy of +/- 6 seconds.
 CW0076
 CW0076.The orthometric height was determined by differential leveling
 CW0076.and adjusted by the National Geodetic Survey in 1992..
 CW0076.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 CW0076.rate of 0.0 thru 1.0 mm/km.
 CW0076
 CW0076.The geoid height was determined by GEOID03.
 CW0076
 CW0076.The dynamic height is computed by dividing the NAVD 88
 CW0076.geopotential number by the normal gravity value computed on the
 CW0076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0076.degrees latitude (g = 980.6199 gals.).
 CW0076
 CW0076.The modeled gravity was interpolated from observed gravity values.
 CW0076
 CW0076;                    North         East    Units  Estimated Accuracy
 CW0076;SPC NM E     -   168,960.      171,450.      MT  (+/- 180 meters Scaled)
 CW0076
 CW0076                          SUPERSEDED SURVEY CONTROL
 CW0076
 CW0076  NGVD 29 (??/??/92)  977.852  (m)         3208.17   (f) ADJ UNCH    1 2
 CW0076
 CW0076.Superseded values are not recommended for survey control.
 CW0076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0076.See file dsdata.txt to determine how the superseded data were derived.
 CW0076
 CW0076_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SER690987(NAD 83)
 CW0076_MARKER: DB = BENCH MARK DISK
 CW0076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CW0076_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CW0076_STAMPING: C 257 1957
 CW0076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CW0076+STABILITY: SURFACE MOTION
 CW0076
 CW0076  HISTORY     - Date     Condition        Report By
 CW0076  HISTORY     - 1957     MONUMENTED       CGS
 CW0076
 CW0076                          STATION DESCRIPTION
 CW0076
 CW0076'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 CW0076'8.0 MI NW FROM CARLSBAD.
 CW0076'ABOUT 8.0 MILES NORTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 CW0076'RAILWAY FROM THE STATION AT CARLSBAD, 90 FEET SOUTHWEST OF MILEPOST
 CW0076'175, 99 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 46 FEET SOUTH OF A
 CW0076'TELEPHONE POLE, 2 FEET SOUTHWEST OF A FENCE, 2 FEET NORTHWEST OF A
 CW0076'WHITE WOODEN WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE TRACK,
 CW0076'AND IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0186 ***********************************************************************
 CW0186  DESIGNATION -  C 258
 CW0186  PID         -  CW0186
 CW0186  STATE/COUNTY-  NM/EDDY
 CW0186  USGS QUAD   -  RED BLUFF (1985)
 CW0186
 CW0186                         *CURRENT SURVEY CONTROL
 CW0186  ___________________________________________________________________
 CW0186* NAD 83(1986)-  32 03 22.     (N)    104 01 24.     (W)     SCALED    
 CW0186* NAVD 88     -       883.372  (meters)    2898.20   (feet)  ADJUSTED  
 CW0186  ___________________________________________________________________
 CW0186  GEOID HEIGHT-         -25.54  (meters)                     GEOID03
 CW0186  DYNAMIC HT  -         882.079 (meters)    2893.95  (feet)  COMP
 CW0186  MODELED GRAV-     979,146.3   (mgal)                       NAVD 88
 CW0186
 CW0186  VERT ORDER  -  FIRST     CLASS II
 CW0186
 CW0186.The horizontal coordinates were scaled from a topographic map and have
 CW0186.an estimated accuracy of +/- 6 seconds.
 CW0186
 CW0186.The orthometric height was determined by differential leveling
 CW0186.and adjusted by the National Geodetic Survey in June 1991..
 CW0186
 CW0186.The geoid height was determined by GEOID03.
 CW0186
 CW0186.The dynamic height is computed by dividing the NAVD 88
 CW0186.geopotential number by the normal gravity value computed on the
 CW0186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0186.degrees latitude (g = 980.6199 gals.).
 CW0186
 CW0186.The modeled gravity was interpolated from observed gravity values.
 CW0186
 CW0186;                    North         East    Units  Estimated Accuracy
 CW0186;SPC NM E     -   117,130.      194,270.      MT  (+/- 180 meters Scaled)
 CW0186
 CW0186                          SUPERSEDED SURVEY CONTROL
 CW0186
 CW0186  NGVD 29 (??/??/92)  882.900  (m)         2896.65   (f) ADJ UNCH    1 2
 CW0186
 CW0186.Superseded values are not recommended for survey control.
 CW0186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0186.See file dsdata.txt to determine how the superseded data were derived.
 CW0186
 CW0186_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SER921470(NAD 83)
 CW0186_MARKER: DB = BENCH MARK DISK
 CW0186_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CW0186_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CW0186_STAMPING: C 258 1957
 CW0186_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CW0186+STABILITY: SURFACE MOTION
 CW0186
 CW0186  HISTORY     - Date     Condition        Report By
 CW0186  HISTORY     - 1957     MONUMENTED       CGS
 CW0186
 CW0186                          STATION DESCRIPTION
 CW0186
 CW0186'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 CW0186'12.55 MI S FROM MALAGA.
 CW0186'ABOUT 12.55 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE
 CW0186'RAILWAY FROM THE STATION AT MALAGA, 164 FEET NORTHEAST OF AND ACROSS
 CW0186'THE TRACK FROM THE 10TH POLE SOUTHEAST OF MILEPOST 212, 119 FEET
 CW0186'NORTHEAST OF THE NORTHEAST RAIL, 42 FEET SOUTHWEST OF THE CENTER LINE
 CW0186'OF A TRACK ROAD, 2 FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST,
 CW0186'ABOUT 3 FEET BELOW THE LEVEL OF THE TRACK, AND IN THE TOP OF A
 CW0186'CONCRETE POST PROJECTING 10 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0153 ***********************************************************************
 CW0153  DESIGNATION -  C 259
 CW0153  PID         -  CW0153
 CW0153  STATE/COUNTY-  NM/EDDY
 CW0153  USGS QUAD   -  OTIS (1985)
 CW0153
 CW0153                         *CURRENT SURVEY CONTROL
 CW0153  ___________________________________________________________________
 CW0153* NAD 83(1986)-  32 19 52.     (N)    104 08 39.     (W)     SCALED    
 CW0153* NAVD 88     -       931.074  (meters)    3054.70   (feet)  ADJUSTED  
 CW0153  ___________________________________________________________________
 CW0153  GEOID HEIGHT-         -24.70  (meters)                     GEOID03
 CW0153  DYNAMIC HT  -         929.734 (meters)    3050.30  (feet)  COMP
 CW0153  MODELED GRAV-     979,169.0   (mgal)                       NAVD 88
 CW0153
 CW0153  VERT ORDER  -  FIRST     CLASS II
 CW0153
 CW0153.The horizontal coordinates were scaled from a topographic map and have
 CW0153.an estimated accuracy of +/- 6 seconds.
 CW0153
 CW0153.The orthometric height was determined by differential leveling
 CW0153.and adjusted by the National Geodetic Survey in June 1991..
 CW0153
 CW0153.The geoid height was determined by GEOID03.
 CW0153
 CW0153.The dynamic height is computed by dividing the NAVD 88
 CW0153.geopotential number by the normal gravity value computed on the
 CW0153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0153.degrees latitude (g = 980.6199 gals.).
 CW0153
 CW0153.The modeled gravity was interpolated from observed gravity values.
 CW0153
 CW0153;                    North         East    Units  Estimated Accuracy
 CW0153;SPC NM E     -   147,600.      182,810.      MT  (+/- 180 meters Scaled)
 CW0153
 CW0153                          SUPERSEDED SURVEY CONTROL
 CW0153
 CW0153  NGVD 29 (??/??/92)  930.581  (m)         3053.08   (f) ADJ UNCH    1 2
 CW0153
 CW0153.Superseded values are not recommended for survey control.
 CW0153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0153.See file dsdata.txt to determine how the superseded data were derived.
 CW0153
 CW0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SER805774(NAD 83)
 CW0153_MARKER: DB = BENCH MARK DISK
 CW0153_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CW0153_SP_SET: BRIDGE
 CW0153_STAMPING: C 259 1957
 CW0153_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CW0153
 CW0153  HISTORY     - Date     Condition        Report By
 CW0153  HISTORY     - 1957     MONUMENTED       CGS
 CW0153  HISTORY     - 1981     MARK NOT FOUND   NGS
 CW0153
 CW0153                          STATION DESCRIPTION
 CW0153
 CW0153'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 CW0153'4.3 MI NW FROM LOVING.
 CW0153'ABOUT 4.3 MILES NORTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 CW0153'RAILWAY FROM THE STATION AT LOVING, 60 1/2 FEET SOUTH OF MILEPOST 191,
 CW0153'IN THE TOP AND CENTER OF THE NORTH WING WALL OF A CONCRETE BRIDGE
 CW0153'UNDER U. S. HIGHWAY 285, 68 1/2 FEET SOUTHWEST OF THE SOUTHWEST RAIL,
 CW0153'15 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 2 FEET
 CW0153'ABOVE THE LEVEL OF THE TRACK.
 CW0153
 CW0153                          STATION RECOVERY (1981)
 CW0153
 CW0153'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CW0153'NOTE=THERE ARE NEW BRIDGES AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0640 ***********************************************************************
 DR0640  DESIGNATION -  C 26
 DR0640  PID         -  DR0640
 DR0640  STATE/COUNTY-  NM/LINCOLN
 DR0640  USGS QUAD   -  RUIDOSO (1982)
 DR0640
 DR0640                         *CURRENT SURVEY CONTROL
 DR0640  ___________________________________________________________________
 DR0640* NAD 83(1986)-  33 18 30.     (N)    105 38 40.     (W)     SCALED    
 DR0640* NAVD 88     -      2037.462  (meters)    6684.57   (feet)  ADJUSTED  
 DR0640  ___________________________________________________________________
 DR0640  GEOID HEIGHT-         -19.60  (meters)                     GEOID03
 DR0640  DYNAMIC HT  -        2034.334 (meters)    6674.31  (feet)  COMP
 DR0640  MODELED GRAV-     979,027.7   (mgal)                       NAVD 88
 DR0640
 DR0640  VERT ORDER  -  FIRST     CLASS II
 DR0640
 DR0640.The horizontal coordinates were scaled from a topographic map and have
 DR0640.an estimated accuracy of +/- 6 seconds.
 DR0640
 DR0640.The orthometric height was determined by differential leveling
 DR0640.and adjusted by the National Geodetic Survey in June 1991..
 DR0640
 DR0640.The geoid height was determined by GEOID03.
 DR0640
 DR0640.The dynamic height is computed by dividing the NAVD 88
 DR0640.geopotential number by the normal gravity value computed on the
 DR0640.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0640.degrees latitude (g = 980.6199 gals.).
 DR0640
 DR0640.The modeled gravity was interpolated from observed gravity values.
 DR0640
 DR0640;                    North         East    Units  Estimated Accuracy
 DR0640;SPC NM C     -   256,110.      556,390.      MT  (+/- 180 meters Scaled)
 DR0640
 DR0640                          SUPERSEDED SURVEY CONTROL
 DR0640
 DR0640  NGVD 29 (??/??/92) 2036.702  (m)         6682.08   (f) ADJ UNCH    1 2
 DR0640
 DR0640.Superseded values are not recommended for survey control.
 DR0640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0640.See file dsdata.txt to determine how the superseded data were derived.
 DR0640
 DR0640_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDS400856(NAD 83)
 DR0640_MARKER: DB = BENCH MARK DISK
 DR0640_SETTING: 66 = SET IN ROCK OUTCROP
 DR0640_SP_SET: OUTCROP
 DR0640_STAMPING: 6682.080 C 26 1933
 DR0640_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DR0640+STABILITY: POSITION/ELEVATION WELL
 DR0640
 DR0640  HISTORY     - Date     Condition        Report By
 DR0640  HISTORY     - 1933     MONUMENTED       CGS
 DR0640  HISTORY     - 1944     GOOD             NGS
 DR0640  HISTORY     - 1963     MARK NOT FOUND   USGS
 DR0640
 DR0640                          STATION DESCRIPTION
 DR0640
 DR0640'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 DR0640'15.1 MI NE FROM MESCALERO.
 DR0640'IN LINCOLN COUNTY, 15.1 MILES NORTHEAST ALONG U.S. HIGHWAY 70 FROM
 DR0640'MESCALERO, OTERO COUNTY, 1.1 MILES SOUTHWEST OF RUIDOSO JUNCTION,
 DR0640'LINCOLN COUNTY, ABOUT 110 YARDS SOUTHWEST OF THE JUNCTION OF A ROAD
 DR0640'LEADING EAST, 50 YARDS SOUTH OF THE PROLONGATION OF A FENCE LINE, 25
 DR0640'YARDS NORTH OF THE PROLONGATION OF ANOTHER FENCE LINE, 20 FEET
 DR0640'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, AND IN THE TOP OF THE
 DR0640'LOWER LEDGE OF A 3-FOOT TRIANGLE OF A LIMESTONE OUTCROP.  A STANDARD
 DR0640'DISK, STAMPED 6682.080 C 26 1933.
 DR0640
 DR0640                          STATION RECOVERY (1963)
 DR0640
 DR0640'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 DR0640'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0595 ***********************************************************************
 DS0595  DESIGNATION -  C 260
 DS0595  PID         -  DS0595
 DS0595  STATE/COUNTY-  NM/SOCORRO
 DS0595  USGS QUAD   -  SAN MARCIAL (1982)
 DS0595
 DS0595                         *CURRENT SURVEY CONTROL
 DS0595  ___________________________________________________________________
 DS0595* NAD 83(1986)-  33 42 55.     (N)    106 56 53.     (W)     SCALED    
 DS0595* NAVD 88     -      1369.050  (meters)    4491.62   (feet)  ADJUSTED  
 DS0595  ___________________________________________________________________
 DS0595  GEOID HEIGHT-         -22.64  (meters)                     GEOID03
 DS0595  DYNAMIC HT  -        1367.099 (meters)    4485.22  (feet)  COMP
 DS0595  MODELED GRAV-     979,164.2   (mgal)                       NAVD 88
 DS0595
 DS0595  VERT ORDER  -  FIRST     CLASS II
 DS0595
 DS0595.The horizontal coordinates were scaled from a topographic map and have
 DS0595.an estimated accuracy of +/- 6 seconds.
 DS0595
 DS0595.The orthometric height was determined by differential leveling
 DS0595.and adjusted by the National Geodetic Survey in June 1991..
 DS0595
 DS0595.The geoid height was determined by GEOID03.
 DS0595
 DS0595.The dynamic height is computed by dividing the NAVD 88
 DS0595.geopotential number by the normal gravity value computed on the
 DS0595.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0595.degrees latitude (g = 980.6199 gals.).
 DS0595
 DS0595.The modeled gravity was interpolated from observed gravity values.
 DS0595
 DS0595;                    North         East    Units  Estimated Accuracy
 DS0595;SPC NM C     -   301,290.      435,300.      MT  (+/- 180 meters Scaled)
 DS0595
 DS0595                          SUPERSEDED SURVEY CONTROL
 DS0595
 DS0595  NGVD 29 (??/??/92) 1368.365  (m)         4489.38   (f) ADJ UNCH    1 2
 DS0595
 DS0595.Superseded values are not recommended for survey control.
 DS0595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0595.See file dsdata.txt to determine how the superseded data were derived.
 DS0595
 DS0595_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT194322(NAD 83)
 DS0595_MARKER: DB = BENCH MARK DISK
 DS0595_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DS0595_SP_SET: ABUTMENT
 DS0595_STAMPING: C 260 1952
 DS0595_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DS0595
 DS0595  HISTORY     - Date     Condition        Report By
 DS0595  HISTORY     - 1952     MONUMENTED       CGS
 DS0595
 DS0595                          STATION DESCRIPTION
 DS0595
 DS0595'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DS0595'14.3 MI S FROM SAN ANTONIO.
 DS0595'14.3 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD FROM
 DS0595'THE STATION AT SAN ANTONIO, 8 POLES NORTH OF MILEPOST 1003, 57 FEET
 DS0595'SOUTHEAST OF A GAGING STATION, 5 FEET WEST OF THE WEST RAIL, SET IN
 DS0595'THE TOP OF THE WEST END OF THE SOUTH CONCRETE ABUTMENT OF BRIDGE 1002
 DS0595'A.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0792 ***********************************************************************
 DS0792  DESIGNATION -  C 261
 DS0792  PID         -  DS0792
 DS0792  STATE/COUNTY-  NM/SOCORRO
 DS0792  USGS QUAD   -  PARAJE WELL (1980)
 DS0792
 DS0792                         *CURRENT SURVEY CONTROL
 DS0792  ___________________________________________________________________
 DS0792* NAD 83(1986)-  33 30 49.     (N)    107 00 15.     (W)     SCALED    
 DS0792* NAVD 88     -      1446.264  (meters)    4744.95   (feet)  ADJUSTED  
 DS0792  ___________________________________________________________________
 DS0792  GEOID HEIGHT-         -22.85  (meters)                     GEOID03
 DS0792  DYNAMIC HT  -        1444.186 (meters)    4738.13  (feet)  COMP
 DS0792  MODELED GRAV-     979,149.6   (mgal)                       NAVD 88
 DS0792
 DS0792  VERT ORDER  -  FIRST     CLASS II
 DS0792
 DS0792.The horizontal coordinates were scaled from a topographic map and have
 DS0792.an estimated accuracy of +/- 6 seconds.
 DS0792
 DS0792.The orthometric height was determined by differential leveling
 DS0792.and adjusted by the National Geodetic Survey in June 1991..
 DS0792
 DS0792.The geoid height was determined by GEOID03.
 DS0792
 DS0792.The dynamic height is computed by dividing the NAVD 88
 DS0792.geopotential number by the normal gravity value computed on the
 DS0792.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0792.degrees latitude (g = 980.6199 gals.).
 DS0792
 DS0792.The modeled gravity was interpolated from observed gravity values.
 DS0792
 DS0792;                    North         East    Units  Estimated Accuracy
 DS0792;SPC NM C     -   278,970.      429,940.      MT  (+/- 180 meters Scaled)
 DS0792
 DS0792                          SUPERSEDED SURVEY CONTROL
 DS0792
 DS0792  NGVD 29 (??/??/92) 1445.593  (m)         4742.75   (f) ADJ UNCH    1 2
 DS0792
 DS0792.Superseded values are not recommended for survey control.
 DS0792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0792.See file dsdata.txt to determine how the superseded data were derived.
 DS0792
 DS0792_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT138100(NAD 83)
 DS0792_MARKER: DB = BENCH MARK DISK
 DS0792_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0792_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0792_STAMPING: C 261 1952
 DS0792_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0792+STABILITY: SURFACE MOTION
 DS0792
 DS0792  HISTORY     - Date     Condition        Report By
 DS0792  HISTORY     - 1952     MONUMENTED       CGS
 DS0792
 DS0792                          STATION DESCRIPTION
 DS0792
 DS0792'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DS0792'24.2 MI N FROM ENGLE.
 DS0792'24.2 MILES NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD FROM
 DS0792'THE STATION AT ENGLE, 62 FEET NORTH OF MILEPOST 1019, 64.5 FEET WEST
 DS0792'OF THE WEST RAIL, ON THE OUTSIDE OF A LONG CURVE, 2 FEET WEST OF A
 DS0792'FENCE, 3.3 FEET SOUTHWEST OF A WITNESS POST, SET IN THE TOP OF A
 DS0792'CONCRETE POST WHICH PROJECTS 0.9 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0832 ***********************************************************************
 CX0832  DESIGNATION -  C 262
 CX0832  PID         -  CX0832
 CX0832  STATE/COUNTY-  NM/DONA ANA
 CX0832  USGS QUAD   -  ALIVIO (1985)
 CX0832
 CX0832                         *CURRENT SURVEY CONTROL
 CX0832  ___________________________________________________________________
 CX0832* NAD 83(1986)-  32 46 12.     (N)    107 02 01.     (W)     SCALED    
 CX0832* NAVD 88     -      1337.650  (meters)    4388.61   (feet)  ADJUSTED  
 CX0832  ___________________________________________________________________
 CX0832  GEOID HEIGHT-         -23.61  (meters)                     GEOID03
 CX0832  DYNAMIC HT  -        1335.671 (meters)    4382.11  (feet)  COMP
 CX0832  MODELED GRAV-     979,112.9   (mgal)                       NAVD 88
 CX0832
 CX0832  VERT ORDER  -  FIRST     CLASS II
 CX0832
 CX0832.The horizontal coordinates were scaled from a topographic map and have
 CX0832.an estimated accuracy of +/- 6 seconds.
 CX0832
 CX0832.The orthometric height was determined by differential leveling
 CX0832.and adjusted by the National Geodetic Survey in June 1991..
 CX0832
 CX0832.The geoid height was determined by GEOID03.
 CX0832
 CX0832.The dynamic height is computed by dividing the NAVD 88
 CX0832.geopotential number by the normal gravity value computed on the
 CX0832.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0832.degrees latitude (g = 980.6199 gals.).
 CX0832
 CX0832.The modeled gravity was interpolated from observed gravity values.
 CX0832
 CX0832;                    North         East    Units  Estimated Accuracy
 CX0832;SPC NM C     -   196,520.      426,590.      MT  (+/- 180 meters Scaled)
 CX0832
 CX0832                          SUPERSEDED SURVEY CONTROL
 CX0832
 CX0832  NGVD 29 (??/??/92) 1337.043  (m)         4386.62   (f) ADJ UNCH    1 2
 CX0832
 CX0832.Superseded values are not recommended for survey control.
 CX0832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0832.See file dsdata.txt to determine how the superseded data were derived.
 CX0832
 CX0832_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS095276(NAD 83)
 CX0832_MARKER: DB = BENCH MARK DISK
 CX0832_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX0832_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CX0832_STAMPING: C 262 1952
 CX0832_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX0832+STABILITY: SURFACE MOTION
 CX0832
 CX0832  HISTORY     - Date     Condition        Report By
 CX0832  HISTORY     - 1952     MONUMENTED       CGS
 CX0832
 CX0832                          STATION DESCRIPTION
 CX0832
 CX0832'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CX0832'7.55 MI N FROM RINCON.
 CX0832'7.55 MILES NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 CX0832'FROM THE STATION AT RINCON, 35 FEET SOUTHWEST OF MILEPOST 1072, 99.5
 CX0832'FEET SOUTHWEST OF THE SOUTHWEST RAIL, 2.2 FEET SOUTHWEST OF A FENCE, 3
 CX0832'FEET SOUTHEAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 CX0832'WHICH PROJECTS 0.9 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0881 ***********************************************************************
 CX0881  DESIGNATION -  C 263
 CX0881  PID         -  CX0881
 CX0881  STATE/COUNTY-  NM/LUNA
 CX0881  USGS QUAD   -  NUTT (1989)
 CX0881
 CX0881                         *CURRENT SURVEY CONTROL
 CX0881  ___________________________________________________________________
 CX0881* NAD 83(1986)-  32 34 27.     (N)    107 24 09.     (W)     SCALED    
 CX0881* NAVD 88     -      1404.932  (meters)    4609.35   (feet)  ADJUSTED  
 CX0881  ___________________________________________________________________
 CX0881  GEOID HEIGHT-         -23.80  (meters)                     GEOID03
 CX0881  DYNAMIC HT  -        1402.840 (meters)    4602.48  (feet)  COMP
 CX0881  MODELED GRAV-     979,099.7   (mgal)                       NAVD 88
 CX0881
 CX0881  VERT ORDER  -  FIRST     CLASS II
 CX0881
 CX0881.The horizontal coordinates were scaled from a topographic map and have
 CX0881.an estimated accuracy of +/- 6 seconds.
 CX0881
 CX0881.The orthometric height was determined by differential leveling
 CX0881.and adjusted by the National Geodetic Survey in June 1991..
 CX0881
 CX0881.The geoid height was determined by GEOID03.
 CX0881
 CX0881.The dynamic height is computed by dividing the NAVD 88
 CX0881.geopotential number by the normal gravity value computed on the
 CX0881.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0881.degrees latitude (g = 980.6199 gals.).
 CX0881
 CX0881.The modeled gravity was interpolated from observed gravity values.
 CX0881
 CX0881;                    North         East    Units  Estimated Accuracy
 CX0881;SPC NM W     -   174,620.      870,450.      MT  (+/- 180 meters Scaled)
 CX0881
 CX0881                          SUPERSEDED SURVEY CONTROL
 CX0881
 CX0881  NGVD 29 (??/??/92) 1404.250  (m)         4607.11   (f) ADJ UNCH    1 2
 CX0881
 CX0881.Superseded values are not recommended for survey control.
 CX0881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0881.See file dsdata.txt to determine how the superseded data were derived.
 CX0881
 CX0881_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBS744066(NAD 83)
 CX0881_MARKER: DB = BENCH MARK DISK
 CX0881_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX0881_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CX0881_STAMPING: C 263 1952
 CX0881_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX0881+STABILITY: SURFACE MOTION
 CX0881
 CX0881  HISTORY     - Date     Condition        Report By
 CX0881  HISTORY     - 1952     MONUMENTED       CGS
 CX0881  HISTORY     - 1980     MARK NOT FOUND   NGS
 CX0881  HISTORY     - 19860218 MARK NOT FOUND   USGS
 CX0881
 CX0881                          STATION DESCRIPTION
 CX0881
 CX0881'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CX0881'3.1 MI NE FROM NUTT.
 CX0881'0.15 MILE WEST ALONG A SPUR TRACK OF THE ATCHISON, TOPEKA AND SANTA FE
 CX0881'RAILROAD FROM THE STATION SIGN AT NUTT, THENCE 2.95 MILES NORTHEAST
 CX0881'ALONG STATE HIGHWAY 26, 99 FEET NORTHWEST OF THE CENTER LINE OF THE
 CX0881'HIGHWAY, IN A GRASSY FLAT, 1.8 FEET SOUTHEAST OF A FENCE, 2.5 FEET
 CX0881'NORTHEAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 CX0881'PROJECTS 0.9 FOOT ABOVE THE GROUND.
 CX0881
 CX0881                          STATION RECOVERY (1980)
 CX0881
 CX0881'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CX0881'A THOROUGH SEARCH OF THE AREA REVEALED NO EVIDENCE OF THE MARK.
 CX0881
 CX0881                          STATION RECOVERY (1986)
 CX0881
 CX0881'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986 (DJW)
 CX0881'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0164 ***********************************************************************
 CY0164  DESIGNATION -  C 264
 CY0164  PID         -  CY0164
 CY0164  STATE/COUNTY-  NM/HIDALGO
 CY0164  USGS QUAD   -  LORDSBURG (1980)
 CY0164
 CY0164                         *CURRENT SURVEY CONTROL
 CY0164  ___________________________________________________________________
 CY0164* NAD 83(1986)-  32 21 09.     (N)    108 42 54.     (W)     SCALED    
 CY0164* NAVD 88     -      1297.519  (meters)    4256.94   (feet)  ADJUSTED  
 CY0164  ___________________________________________________________________
 CY0164  GEOID HEIGHT-         -25.48  (meters)                     GEOID03
 CY0164  DYNAMIC HT  -        1295.592 (meters)    4250.62  (feet)  COMP
 CY0164  MODELED GRAV-     979,108.6   (mgal)                       NAVD 88
 CY0164
 CY0164  VERT ORDER  -  FIRST     CLASS II
 CY0164
 CY0164.The horizontal coordinates were scaled from a topographic map and have
 CY0164.an estimated accuracy of +/- 6 seconds.
 CY0164
 CY0164.The orthometric height was determined by differential leveling
 CY0164.and adjusted by the National Geodetic Survey in June 1991..
 CY0164
 CY0164.The geoid height was determined by GEOID03.
 CY0164
 CY0164.The dynamic height is computed by dividing the NAVD 88
 CY0164.geopotential number by the normal gravity value computed on the
 CY0164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0164.degrees latitude (g = 980.6199 gals.).
 CY0164
 CY0164.The modeled gravity was interpolated from observed gravity values.
 CY0164
 CY0164;                    North         East    Units  Estimated Accuracy
 CY0164;SPC NM W     -   150,300.      747,010.      MT  (+/- 180 meters Scaled)
 CY0164
 CY0164                          SUPERSEDED SURVEY CONTROL
 CY0164
 CY0164  NGVD 29 (??/??/92) 1296.765  (m)         4254.47   (f) ADJ UNCH    1 2
 CY0164
 CY0164.Superseded values are not recommended for survey control.
 CY0164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0164.See file dsdata.txt to determine how the superseded data were derived.
 CY0164
 CY0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYA150818(NAD 83)
 CY0164_MARKER: DB = BENCH MARK DISK
 CY0164_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CY0164_SP_SET: BRIDGE ABUTMENT
 CY0164_STAMPING: C 264 1953
 CY0164_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CY0164_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CY0164+SATELLITE: SATELLITE OBSERVATIONS - June 16, 2003
 CY0164
 CY0164  HISTORY     - Date     Condition        Report By
 CY0164  HISTORY     - 1953     MONUMENTED       CGS
 CY0164  HISTORY     - 1979     GOOD             NGS
 CY0164  HISTORY     - 20030616 GOOD             NGS
 CY0164
 CY0164                          STATION DESCRIPTION
 CY0164
 CY0164'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 CY0164'0.5 MI W FROM LORDSBURG.
 CY0164'0.5 MILE WEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATION AT
 CY0164'LORDSBURG, 6 1/2 POLES WEST OF MILEPOST 1148, 6.5 FEET SOUTH OF THE
 CY0164'SOUTH RAIL OF THE MAIN TRACK, SET IN THE TOP OF THE SOUTH END OF THE
 CY0164'EAST CONCRETE ABUTMENT OF BRIDGE 1147.81.
 CY0164
 CY0164                          STATION RECOVERY (1979)
 CY0164
 CY0164'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CY0164'0.8 KILOMETER (0.5 MILE) WEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 CY0164'THE STATION IN LORDSBURG, 0.3 KILOMETER (0.2 MILE) WEST OF MILE POST
 CY0164'1148, AT BRIDGE 1147.81, IN TOP OF THE EAST ABUTMENT, 2.1 METERS
 CY0164'(6.9 FEET) SOUTH OF THE SOUTH RAIL, 9.1 METERS (30 FEET) NORTHWEST
 CY0164'OF THE SIXTH TELEPHONE POLE WEST OF MILE POST 1148 AND 0.4 METER
 CY0164'(1.3 FEET) NORTH OF THE SOUTH END OF THE ABUTMENT.
 CY0164'THE MARK IS 1.5 M BELOW THE RAILS.
 CY0164
 CY0164                          STATION RECOVERY (2003)
 CY0164
 CY0164'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (DW)
 CY0164'RR IS NOW UNION PACIFIC AND RUNS ALONG NORTH SIDE OF BUSINESS I-10
 CY0164'(OLD US 80).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0092 ***********************************************************************
 CY0092  DESIGNATION -  C 265
 CY0092  PID         -  CY0092
 CY0092  STATE/COUNTY-  NM/GRANT
 CY0092  USGS QUAD   -  SEPAR (1980)
 CY0092
 CY0092                         *CURRENT SURVEY CONTROL
 CY0092  ___________________________________________________________________
 CY0092* NAD 83(1986)-  32 13 38.     (N)    108 27 49.     (W)     SCALED    
 CY0092* NAVD 88     -      1360.420  (meters)    4463.31   (feet)  ADJUSTED  
 CY0092  ___________________________________________________________________
 CY0092  GEOID HEIGHT-         -25.13  (meters)                     GEOID03
 CY0092  DYNAMIC HT  -        1358.356 (meters)    4456.54  (feet)  COMP
 CY0092  MODELED GRAV-     979,074.5   (mgal)                       NAVD 88
 CY0092
 CY0092  VERT ORDER  -  FIRST     CLASS II
 CY0092
 CY0092.The horizontal coordinates were scaled from a topographic map and have
 CY0092.an estimated accuracy of +/- 6 seconds.
 CY0092
 CY0092.The orthometric height was determined by differential leveling
 CY0092.and adjusted by the National Geodetic Survey in June 1991..
 CY0092
 CY0092.The geoid height was determined by GEOID03.
 CY0092
 CY0092.The dynamic height is computed by dividing the NAVD 88
 CY0092.geopotential number by the normal gravity value computed on the
 CY0092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0092.degrees latitude (g = 980.6199 gals.).
 CY0092
 CY0092.The modeled gravity was interpolated from observed gravity values.
 CY0092
 CY0092;                    North         East    Units  Estimated Accuracy
 CY0092;SPC NM W     -   136,240.      770,600.      MT  (+/- 180 meters Scaled)
 CY0092
 CY0092                          SUPERSEDED SURVEY CONTROL
 CY0092
 CY0092  NGVD 29 (??/??/92) 1359.660  (m)         4460.82   (f) ADJ UNCH    1 2
 CY0092
 CY0092.Superseded values are not recommended for survey control.
 CY0092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0092.See file dsdata.txt to determine how the superseded data were derived.
 CY0092
 CY0092_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYA390684(NAD 83)
 CY0092_MARKER: DB = BENCH MARK DISK
 CY0092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0092_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0092_STAMPING: C 265 1953
 CY0092_PROJECTION: PROJECTING 5 CENTIMETERS
 CY0092_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0092+STABILITY: SURFACE MOTION
 CY0092
 CY0092  HISTORY     - Date     Condition        Report By
 CY0092  HISTORY     - 1953     MONUMENTED       CGS
 CY0092  HISTORY     - 1979     GOOD             NGS
 CY0092
 CY0092                          STATION DESCRIPTION
 CY0092
 CY0092'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 CY0092'16.5 MI SE FROM LORDSBURG.
 CY0092'16.5 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 CY0092'STATION AT LORDSBURG, 1 POLE SOUTHEAST OF MILEPOST 1165, 63 FEET
 CY0092'SOUTHWEST OF THE SOUTHWEST RAIL, 91 FEET WEST OF THE SOUTHWEST CORNER
 CY0092'OF BRIDGE 1165.04, 3 FEET SOUTHEAST OF A WITNESS POST, SET IN THE TOP
 CY0092'OF A CONCRETE POST WHICH PROJECTS 0.7 FOOT ABOVE THE GROUND.
 CY0092
 CY0092                          STATION RECOVERY (1979)
 CY0092
 CY0092'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CY0092'27.0 KILOMETERS (16.8 MILES) SOUTHEAST ALONG THE SOUTHERN PACIFIC
 CY0092'RAILROAD FROM THE STATION AT LORDSBURG, AT SEMAPHORE 1165.2, 18.8
 CY0092'METERS (62 FEET) SOUTHWEST OF THE SOUTHWEST RAIL, 61.7 METERS (202
 CY0092'FEET) NORTHEAST OF THE NORTHWEST END OF A HEADWALL FOR A 7-CHANNEL
 CY0092'BOX CULVERT UNDER THE WESTBOUND TRAFFIC LANES OF INTERSTATE 10, 29.8
 CY0092'METERS (97.8 FEET) WEST OF THE WEST CORNER OF BRIDGE 1165.04 AND
 CY0092'11.5 METERS (38 FEET) SOUTH OF THE FIRST TELEPHONE POLE NORTHWEST
 CY0092'OF BRIDGE 1165.04.
 CY0092'THE MARK IS 0.5 METERS  NE FROM A WITNESS POST.
 CY0092'THE MARK IS 1 M BELOW THE RAILS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1129 ***********************************************************************
 GL1129  DESIGNATION -  C 266
 GL1129  PID         -  GL1129
 GL1129  STATE/COUNTY-  NM/UNION
 GL1129  USGS QUAD   -  DES MOINES (1972)
 GL1129
 GL1129                         *CURRENT SURVEY CONTROL
 GL1129  ___________________________________________________________________
 GL1129* NAD 83(1986)-  36 47 07.     (N)    103 48 34.     (W)     SCALED    
 GL1129* NAVD 88     -      2006.996  (meters)    6584.62   (feet)  ADJUSTED  
 GL1129  ___________________________________________________________________
 GL1129  GEOID HEIGHT-         -19.31  (meters)                     GEOID03
 GL1129  DYNAMIC HT  -        2004.500 (meters)    6576.43  (feet)  COMP
 GL1129  MODELED GRAV-     979,315.2   (mgal)                       NAVD 88
 GL1129
 GL1129  VERT ORDER  -  SECOND    CLASS 0
 GL1129
 GL1129.The horizontal coordinates were scaled from a topographic map and have
 GL1129.an estimated accuracy of +/- 6 seconds.
 GL1129
 GL1129.The orthometric height was determined by differential leveling
 GL1129.and adjusted by the National Geodetic Survey in June 1991..
 GL1129
 GL1129.The geoid height was determined by GEOID03.
 GL1129
 GL1129.The dynamic height is computed by dividing the NAVD 88
 GL1129.geopotential number by the normal gravity value computed on the
 GL1129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL1129.degrees latitude (g = 980.6199 gals.).
 GL1129
 GL1129.The modeled gravity was interpolated from observed gravity values.
 GL1129
 GL1129;                    North         East    Units  Estimated Accuracy
 GL1129;SPC NM E     -   641,780.      211,760.      MT  (+/- 180 meters Scaled)
 GL1129
 GL1129                          SUPERSEDED SURVEY CONTROL
 GL1129
 GL1129  NGVD 29 (??/??/92) 2006.028  (m)         6581.44   (f) ADJ UNCH    2 0
 GL1129
 GL1129.Superseded values are not recommended for survey control.
 GL1129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1129.See file dsdata.txt to determine how the superseded data were derived.
 GL1129
 GL1129_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA062717(NAD 83)
 GL1129_MARKER: DB = BENCH MARK DISK
 GL1129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL1129_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL1129_STAMPING: C 266 1955
 GL1129_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL1129+STABILITY: SURFACE MOTION
 GL1129
 GL1129  HISTORY     - Date     Condition        Report By
 GL1129  HISTORY     - 1955     MONUMENTED       CGS
 GL1129
 GL1129                          STATION DESCRIPTION
 GL1129
 GL1129'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GL1129'5.7 MI E FROM DES MOINES.
 GL1129'1.25 MILES NORTHWEST ALONG STATE HIGHWAY 72 FROM THE COLORADO AND
 GL1129'SOUTHERN RAILROAD STATION AT DES MOINES, THENCE 1.45 MILES NORTH ALONG
 GL1129'A TRACK ROAD, THENCE 2.0 MILES EAST ALONG A TRACK ROAD, THENCE 1.0
 GL1129'MILE SOUTH ALONG A TRACK ROAD, 0.2 MILE NORTH OF A STUCCO FARMHOUSE,
 GL1129'228 FEET NORTHWEST OF THE CENTER LINE OF A GRADED DIRT ROAD, 97 FEET
 GL1129'WEST OF A POWER POLE, 30 FEET WEST OF A FENCE CORNER, 59 FEET WEST OF
 GL1129'THE CENTER LINE OF A TRACK ROAD, 2 FEET SOUTH OF A FENCE, 2.8 FEET
 GL1129'EAST OF A WITNESS POST, 29 FEET NORTH OF THE CENTER LINE OF A TRACK
 GL1129'ROAD, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE
 GL1129'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1101 ***********************************************************************
 GL1101  DESIGNATION -  C 267
 GL1101  PID         -  GL1101
 GL1101  STATE/COUNTY-  NM/UNION
 GL1101  USGS QUAD   -  WETHERLY LAKE (1973)
 GL1101
 GL1101                         *CURRENT SURVEY CONTROL
 GL1101  ___________________________________________________________________
 GL1101* NAD 83(1986)-  36 39 17.     (N)    103 41 07.     (W)     SCALED    
 GL1101* NAVD 88     -      1886.397  (meters)    6188.95   (feet)  ADJUSTED  
 GL1101  ___________________________________________________________________
 GL1101  GEOID HEIGHT-         -19.76  (meters)                     GEOID03
 GL1101  DYNAMIC HT  -        1884.077 (meters)    6181.34  (feet)  COMP
 GL1101  MODELED GRAV-     979,334.2   (mgal)                       NAVD 88
 GL1101
 GL1101  VERT ORDER  -  SECOND    CLASS 0
 GL1101
 GL1101.The horizontal coordinates were scaled from a topographic map and have
 GL1101.an estimated accuracy of +/- 6 seconds.
 GL1101
 GL1101.The orthometric height was determined by differential leveling
 GL1101.and adjusted by the National Geodetic Survey in June 1991..
 GL1101
 GL1101.The geoid height was determined by GEOID03.
 GL1101
 GL1101.The dynamic height is computed by dividing the NAVD 88
 GL1101.geopotential number by the normal gravity value computed on the
 GL1101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL1101.degrees latitude (g = 980.6199 gals.).
 GL1101
 GL1101.The modeled gravity was interpolated from observed gravity values.
 GL1101
 GL1101;                    North         East    Units  Estimated Accuracy
 GL1101;SPC NM E     -   627,360.      222,940.      MT  (+/- 180 meters Scaled)
 GL1101
 GL1101                          SUPERSEDED SURVEY CONTROL
 GL1101
 GL1101  NGVD 29 (??/??/92) 1885.497  (m)         6186.00   (f) ADJ UNCH    2 0
 GL1101
 GL1101.Superseded values are not recommended for survey control.
 GL1101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1101.See file dsdata.txt to determine how the superseded data were derived.
 GL1101
 GL1101_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA175573(NAD 83)
 GL1101_MARKER: DB = BENCH MARK DISK
 GL1101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL1101_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL1101_STAMPING: C 267 1955
 GL1101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL1101+STABILITY: SURFACE MOTION
 GL1101
 GL1101  HISTORY     - Date     Condition        Report By
 GL1101  HISTORY     - 1955     MONUMENTED       CGS
 GL1101
 GL1101                          STATION DESCRIPTION
 GL1101
 GL1101'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GL1101'7.4 MI NW FROM GRENVILLE.
 GL1101'4.8 MILES NORTHWEST ALONG THE COLORADO AND SOUTHERN RAILROAD FROM THE
 GL1101'STATION AT GRENVILLE, THENCE 2.6 MILES NORTH ALONG A GRADED DIRT ROAD,
 GL1101'220 FEET NORTH OF THE TOP OF A HILL, 80 FEET WEST OF THE CENTER LINE
 GL1101'OF A ROAD, 0.35 MILE SOUTHWEST OF A SMALL LAKE, 2 FEET SOUTH OF A
 GL1101'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.7
 GL1101'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1109 ***********************************************************************
 GL1109  DESIGNATION -  C 268
 GL1109  PID         -  GL1109
 GL1109  STATE/COUNTY-  NM/UNION
 GL1109  USGS QUAD   -  WETHERLY LAKE (1973)
 GL1109
 GL1109                         *CURRENT SURVEY CONTROL
 GL1109  ___________________________________________________________________
 GL1109* NAD 83(1986)-  36 44 30.     (N)    103 43 41.     (W)     SCALED    
 GL1109* NAVD 88     -      1900.544  (meters)    6235.37   (feet)  ADJUSTED  
 GL1109  ___________________________________________________________________
 GL1109  GEOID HEIGHT-         -19.58  (meters)                     GEOID03
 GL1109  DYNAMIC HT  -        1898.207 (meters)    6227.70  (feet)  COMP
 GL1109  MODELED GRAV-     979,333.6   (mgal)                       NAVD 88
 GL1109
 GL1109  VERT ORDER  -  SECOND    CLASS 0
 GL1109
 GL1109.The horizontal coordinates were scaled from a topographic map and have
 GL1109.an estimated accuracy of +/- 6 seconds.
 GL1109
 GL1109.The orthometric height was determined by differential leveling
 GL1109.and adjusted by the National Geodetic Survey in June 1991..
 GL1109
 GL1109.The geoid height was determined by GEOID03.
 GL1109
 GL1109.The dynamic height is computed by dividing the NAVD 88
 GL1109.geopotential number by the normal gravity value computed on the
 GL1109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL1109.degrees latitude (g = 980.6199 gals.).
 GL1109
 GL1109.The modeled gravity was interpolated from observed gravity values.
 GL1109
 GL1109;                    North         East    Units  Estimated Accuracy
 GL1109;SPC NM E     -   636,980.      219,050.      MT  (+/- 180 meters Scaled)
 GL1109
 GL1109                          SUPERSEDED SURVEY CONTROL
 GL1109
 GL1109  NGVD 29 (??/??/92) 1899.630  (m)         6232.37   (f) ADJ UNCH    2 0
 GL1109
 GL1109.Superseded values are not recommended for survey control.
 GL1109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1109.See file dsdata.txt to determine how the superseded data were derived.
 GL1109
 GL1109_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA135669(NAD 83)
 GL1109_MARKER: DB = BENCH MARK DISK
 GL1109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL1109_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL1109_STAMPING: C 268 1955
 GL1109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL1109+STABILITY: SURFACE MOTION
 GL1109
 GL1109  HISTORY     - Date     Condition        Report By
 GL1109  HISTORY     - 1955     MONUMENTED       CGS
 GL1109  HISTORY     - 1970     GOOD             AMS
 GL1109
 GL1109                          STATION DESCRIPTION
 GL1109
 GL1109'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GL1109'15.65 MI NW FROM GRENVILLE.
 GL1109'4.8 MILES NORTHWEST ALONG THE COLORADO AND SOUTHERN RAILROAD FROM THE
 GL1109'STATION AT GRENVILLE, THENCE 7.8 MILES NORTH ALONG A GRADED DIRT ROAD,
 GL1109'THENCE 3.05 MILES NORTHWEST ALONG A GRADED DIRT ROAD, AT THE NORTHEAST
 GL1109'ENTRANCE TO THE WETHERLY AIRPORT, 0.1 MILE NORTHEAST OF THE HANGAR, 46
 GL1109'FEET SOUTH OF THE CENTER LINE OF AN EAST AND WEST DIRT ROAD, 17 FEET
 GL1109'SOUTH OF A FENCE, 2 FEET WEST OF A FENCE, 2.8 FEET SOUTH OF A WITNESS
 GL1109'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE
 GL1109'THE GROUND.
 GL1109
 GL1109                          STATION RECOVERY (1970)
 GL1109
 GL1109'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1970
 GL1109'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1220 ***********************************************************************
 GL1220  DESIGNATION -  C 269
 GL1220  PID         -  GL1220
 GL1220  STATE/COUNTY-  NM/UNION
 GL1220  USGS QUAD   -  FIDDLER SPRINGS (1972)
 GL1220
 GL1220                         *CURRENT SURVEY CONTROL
 GL1220  ___________________________________________________________________
 GL1220* NAD 83(1986)-  36 49 44.     (N)    103 30 12.     (W)     SCALED    
 GL1220* NAVD 88     -      1750.389  (meters)    5742.73   (feet)  ADJUSTED  
 GL1220  ___________________________________________________________________
 GL1220  GEOID HEIGHT-         -20.54  (meters)                     GEOID03
 GL1220  DYNAMIC HT  -        1748.301 (meters)    5735.88  (feet)  COMP
 GL1220  MODELED GRAV-     979,375.9   (mgal)                       NAVD 88
 GL1220
 GL1220  VERT ORDER  -  SECOND    CLASS 0
 GL1220
 GL1220.The horizontal coordinates were scaled from a topographic map and have
 GL1220.an estimated accuracy of +/- 6 seconds.
 GL1220
 GL1220.The orthometric height was determined by differential leveling
 GL1220.and adjusted by the National Geodetic Survey in June 1991..
 GL1220
 GL1220.The geoid height was determined by GEOID03.
 GL1220
 GL1220.The dynamic height is computed by dividing the NAVD 88
 GL1220.geopotential number by the normal gravity value computed on the
 GL1220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL1220.degrees latitude (g = 980.6199 gals.).
 GL1220
 GL1220.The modeled gravity was interpolated from observed gravity values.
 GL1220
 GL1220;                    North         East    Units  Estimated Accuracy
 GL1220;SPC NM E     -   646,810.      239,040.      MT  (+/- 180 meters Scaled)
 GL1220
 GL1220                          SUPERSEDED SURVEY CONTROL
 GL1220
 GL1220  NGVD 29 (??/??/92) 1749.527  (m)         5739.91   (f) ADJ UNCH    2 0
 GL1220
 GL1220.Superseded values are not recommended for survey control.
 GL1220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1220.See file dsdata.txt to determine how the superseded data were derived.
 GL1220
 GL1220_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA334769(NAD 83)
 GL1220_MARKER: DB = BENCH MARK DISK
 GL1220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL1220_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL1220_STAMPING: C 269 1955
 GL1220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL1220+STABILITY: SURFACE MOTION
 GL1220
 GL1220  HISTORY     - Date     Condition        Report By
 GL1220  HISTORY     - 1955     MONUMENTED       CGS
 GL1220
 GL1220                          STATION DESCRIPTION
 GL1220
 GL1220'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GL1220'41.65 MI NW FROM CLAYTON.
 GL1220'38.75 MILES NORTHWEST ALONG STATE ROAD 370 FROM ITS JUNCTION WITH U.S.
 GL1220'HIGHWAYS 64 AND 87 AT CLAYTON, THENCE 2.9 MILES WEST ALONG A GRADED
 GL1220'DIRT ROAD, 0.5 MILE EAST OF AN ABANDONED STONE HOUSE, 37 FEET EAST OF
 GL1220'A FENCE CORNER, 28 FEET NORTH OF THE CENTER LINE OF A ROAD, 1.7 FEET
 GL1220'SOUTH OF A FENCE, 1.5 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A
 GL1220'CONCRETE POST WHICH PROJECTS 0.7 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0295 ***********************************************************************
 FO0295  DESIGNATION -  C 27
 FO0295  PID         -  FO0295
 FO0295  STATE/COUNTY-  NM/SANDOVAL
 FO0295  USGS QUAD   -  BERNALILLO (1990)
 FO0295
 FO0295                         *CURRENT SURVEY CONTROL
 FO0295  ___________________________________________________________________
 FO0295* NAD 83(1986)-  35 20 57.     (N)    106 30 53.     (W)     SCALED    
 FO0295* NAVD 88     -      1550.373  (meters)    5086.52   (feet)  POSTED    
 FO0295  ___________________________________________________________________
 FO0295  GEOID HEIGHT-         -20.75  (meters)                     GEOID03
 FO0295  DYNAMIC HT  -        1548.280 (meters)    5079.65  (feet)  COMP
 FO0295  MODELED GRAV-     979,232.6   (mgal)                       NAVD 88
 FO0295
 FO0295  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FO0295
 FO0295.The horizontal coordinates were scaled from a topographic map and have
 FO0295.an estimated accuracy of +/- 6 seconds.
 FO0295
 FO0295.The orthometric height was determined by differential leveling
 FO0295.and adjusted by the National Geodetic Survey in 1992..
 FO0295.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FO0295.rate of 1.1 thru 2.0 mm/km.
 FO0295
 FO0295.The geoid height was determined by GEOID03.
 FO0295
 FO0295.The dynamic height is computed by dividing the NAVD 88
 FO0295.geopotential number by the normal gravity value computed on the
 FO0295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0295.degrees latitude (g = 980.6199 gals.).
 FO0295
 FO0295.The modeled gravity was interpolated from observed gravity values.
 FO0295
 FO0295;                    North         East    Units  Estimated Accuracy
 FO0295;SPC NM C     -   482,340.      475,940.      MT  (+/- 180 meters Scaled)
 FO0295
 FO0295                          SUPERSEDED SURVEY CONTROL
 FO0295
 FO0295  NGVD 29 (??/??/92) 1549.503  (m)         5083.66   (f) ADJ UNCH    1 2
 FO0295
 FO0295.Superseded values are not recommended for survey control.
 FO0295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0295.See file dsdata.txt to determine how the superseded data were derived.
 FO0295
 FO0295_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV623128(NAD 83)
 FO0295_MARKER: DB = BENCH MARK DISK
 FO0295_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FO0295_SP_SET: SIPHON
 FO0295_STAMPING: C-27 1933
 FO0295_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FO0295
 FO0295  HISTORY     - Date     Condition        Report By
 FO0295  HISTORY     - 1933     MONUMENTED       CGS
 FO0295  HISTORY     - 1934     GOOD             NGS
 FO0295
 FO0295                          STATION DESCRIPTION
 FO0295
 FO0295'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 FO0295'3.7 MI N FROM BERNALILLO.
 FO0295'ALONG THE A.T. AND S.F. R.R. AT SIDING RUIZ AND 10 POLES SOUTH OF M.P.
 FO0295'882 OPPOSITE CULVERT 882B AND 55.2 FT. WEST OF THE CENTERLINE OF THE
 FO0295'TRACKS ON TOP OF THE SOUTH END OF THE EAST HEADWALL OF 10 FT. INVERTED
 FO0295'SIPHON UNDER THE HIGHWAY.
 FO0295
 FO0295                          STATION RECOVERY (1934)
 FO0295
 FO0295'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 FO0295'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0296 ***********************************************************************
 FO0296  DESIGNATION -  C 27 RESET
 FO0296  PID         -  FO0296
 FO0296  STATE/COUNTY-  NM/SANDOVAL
 FO0296  USGS QUAD   -  BERNALILLO (1990)
 FO0296
 FO0296                         *CURRENT SURVEY CONTROL
 FO0296  ___________________________________________________________________
 FO0296* NAD 83(1986)-  35 20 57.     (N)    106 30 54.     (W)     SCALED    
 FO0296* NAVD 88     -      1550.853  (meters)    5088.09   (feet)  ADJUSTED  
 FO0296  ___________________________________________________________________
 FO0296  GEOID HEIGHT-         -20.75  (meters)                     GEOID03
 FO0296  DYNAMIC HT  -        1548.763 (meters)    5081.23  (feet)  COMP
 FO0296  MODELED GRAV-     979,232.6   (mgal)                       NAVD 88
 FO0296
 FO0296  VERT ORDER  -  FIRST     CLASS II
 FO0296
 FO0296.The horizontal coordinates were scaled from a topographic map and have
 FO0296.an estimated accuracy of +/- 6 seconds.
 FO0296
 FO0296.The orthometric height was determined by differential leveling
 FO0296.and adjusted by the National Geodetic Survey in June 1991..
 FO0296
 FO0296.The geoid height was determined by GEOID03.
 FO0296
 FO0296.The dynamic height is computed by dividing the NAVD 88
 FO0296.geopotential number by the normal gravity value computed on the
 FO0296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0296.degrees latitude (g = 980.6199 gals.).
 FO0296
 FO0296.The modeled gravity was interpolated from observed gravity values.
 FO0296
 FO0296;                    North         East    Units  Estimated Accuracy
 FO0296;SPC NM C     -   482,340.      475,910.      MT  (+/- 180 meters Scaled)
 FO0296
 FO0296                          SUPERSEDED SURVEY CONTROL
 FO0296
 FO0296.No superseded survey control is available for this station.
 FO0296
 FO0296_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV623128(NAD 83)
 FO0296_MARKER: DB = BENCH MARK DISK
 FO0296_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FO0296_STAMPING: C 27 1933 RESET 1940
 FO0296_MARK LOGO: CGS   
 FO0296_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO0296+STABILITY: SURFACE MOTION
 FO0296
 FO0296  HISTORY     - Date     Condition        Report By
 FO0296  HISTORY     - 1940     MONUMENTED       CGS
 FO0296  HISTORY     - 1951     GOOD             NGS
 FO0296  HISTORY     - 1984     GOOD             NGS
 FO0296
 FO0296                          STATION DESCRIPTION
 FO0296
 FO0296'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 FO0296'3.7 MI NE FROM BERNALILLO.
 FO0296'3.7 MILES NORTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 FO0296'FROM THE STATION AT BERNALILLO, 10 POLES SOUTH OF MILEPOST 882, 110
 FO0296'FEET NORTHWEST OF THE STATION SIGN AT RUIZ, 48 FEET WEST OF THE WEST
 FO0296'RAIL, 32 FEET EAST OF THE CENTER LINE OF U.S. HIGHWAY 85, 4 FEET BELOW
 FO0296'THE TOP OF THE RAILS, SET IN THE TOP OF THE SOUTH END OF THE EAST
 FO0296'CONCRETE HEADWALL OF A CULVERT UNDER THE HIGHWAY.
 FO0296
 FO0296                          STATION RECOVERY (1984)
 FO0296
 FO0296'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FO0296'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  4.2 KM (2.6 MI)
 FO0296'NORTHEAST ALONG THE ATCHISON TOPEKA AND SANTA FE RAILROAD FROM ITS
 FO0296'JUNCTION WITH STATE HIGHWAY 44 IN BERNALILLO.  ADD=5.6 M (18.4 FT)
 FO0296'SOUTH OF HIGHWAY MILEPOST 247.  NOTE--THE DISK IS STAMPED C 27 1933
 FO0296'RESET 1940 5083.661.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0627 ***********************************************************************
 GL0627  DESIGNATION -  C 270
 GL0627  PID         -  GL0627
 GL0627  STATE/COUNTY-  NM/UNION
 GL0627  USGS QUAD   -  CLAYTON (1970)
 GL0627
 GL0627                         *CURRENT SURVEY CONTROL
 GL0627  ___________________________________________________________________
 GL0627* NAD 83(1986)-  36 29 04.     (N)    103 12 09.     (W)     SCALED    
 GL0627* NAVD 88     -      1502.637  (meters)    4929.90   (feet)  ADJUSTED  
 GL0627  ___________________________________________________________________
 GL0627  GEOID HEIGHT-         -21.92  (meters)                     GEOID03
 GL0627  DYNAMIC HT  -        1500.853 (meters)    4924.05  (feet)  COMP
 GL0627  MODELED GRAV-     979,391.9   (mgal)                       NAVD 88
 GL0627
 GL0627  VERT ORDER  -  SECOND    CLASS 0
 GL0627
 GL0627.The horizontal coordinates were scaled from a topographic map and have
 GL0627.an estimated accuracy of +/- 6 seconds.
 GL0627
 GL0627.The orthometric height was determined by differential leveling
 GL0627.and adjusted by the National Geodetic Survey in June 1991..
 GL0627
 GL0627.The geoid height was determined by GEOID03.
 GL0627
 GL0627.The dynamic height is computed by dividing the NAVD 88
 GL0627.geopotential number by the normal gravity value computed on the
 GL0627.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0627.degrees latitude (g = 980.6199 gals.).
 GL0627
 GL0627.The modeled gravity was interpolated from observed gravity values.
 GL0627
 GL0627;                    North         East    Units  Estimated Accuracy
 GL0627;SPC NM E     -   608,860.      266,330.      MT  (+/- 180 meters Scaled)
 GL0627
 GL0627                          SUPERSEDED SURVEY CONTROL
 GL0627
 GL0627  NGVD 29 (??/??/92) 1501.891  (m)         4927.45   (f) ADJ UNCH    2 0
 GL0627
 GL0627.Superseded values are not recommended for survey control.
 GL0627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0627.See file dsdata.txt to determine how the superseded data were derived.
 GL0627
 GL0627_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA610391(NAD 83)
 GL0627_MARKER: DB = BENCH MARK DISK
 GL0627_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0627_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0627_STAMPING: C 270 1955
 GL0627_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0627+STABILITY: SURFACE MOTION
 GL0627
 GL0627  HISTORY     - Date     Condition        Report By
 GL0627  HISTORY     - 1955     MONUMENTED       CGS
 GL0627
 GL0627                          STATION DESCRIPTION
 GL0627
 GL0627'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GL0627'2.3 MI NW FROM CLAYTON.
 GL0627'2.3 MILES NORTHWEST ALONG STATE ROAD 370 FROM ITS JUNCTION WITH U.S.
 GL0627'HIGHWAYS 64 AND 87 AT CLAYTON, 135 FEET SOUTHEAST OF THE CENTER OF A
 GL0627'DRY CREEK, 72 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 37.5 FEET
 GL0627'SOUTHWEST OF A FENCE, 2 FEET NORTH OF A FENCE, 2.2 FEET WEST OF A
 GL0627'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5
 GL0627'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1192 ***********************************************************************
 GL1192  DESIGNATION -  C 271
 GL1192  PID         -  GL1192
 GL1192  STATE/COUNTY-  NM/UNION
 GL1192  USGS QUAD   -  CROSS L RANCH (1972)
 GL1192
 GL1192                         *CURRENT SURVEY CONTROL
 GL1192  ___________________________________________________________________
 GL1192* NAD 83(1986)-  36 54 29.     (N)    103 39 13.     (W)     SCALED    
 GL1192* NAVD 88     -      1673.697  (meters)    5491.12   (feet)  ADJUSTED  
 GL1192  ___________________________________________________________________
 GL1192  GEOID HEIGHT-         -20.01  (meters)                     GEOID03
 GL1192  DYNAMIC HT  -        1671.662 (meters)    5484.44  (feet)  COMP
 GL1192  MODELED GRAV-     979,356.8   (mgal)                       NAVD 88
 GL1192
 GL1192  VERT ORDER  -  SECOND    CLASS 0
 GL1192
 GL1192.The horizontal coordinates were scaled from a topographic map and have
 GL1192.an estimated accuracy of +/- 6 seconds.
 GL1192
 GL1192.The orthometric height was determined by differential leveling
 GL1192.and adjusted by the National Geodetic Survey in June 1991..
 GL1192
 GL1192.The geoid height was determined by GEOID03.
 GL1192
 GL1192.The dynamic height is computed by dividing the NAVD 88
 GL1192.geopotential number by the normal gravity value computed on the
 GL1192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL1192.degrees latitude (g = 980.6199 gals.).
 GL1192
 GL1192.The modeled gravity was interpolated from observed gravity values.
 GL1192
 GL1192;                    North         East    Units  Estimated Accuracy
 GL1192;SPC NM E     -   655,490.      225,570.      MT  (+/- 180 meters Scaled)
 GL1192
 GL1192                          SUPERSEDED SURVEY CONTROL
 GL1192
 GL1192  NGVD 29 (??/??/92) 1672.762  (m)         5488.05   (f) ADJ UNCH    2 0
 GL1192
 GL1192.Superseded values are not recommended for survey control.
 GL1192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1192.See file dsdata.txt to determine how the superseded data were derived.
 GL1192
 GL1192_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA199855(NAD 83)
 GL1192_MARKER: DB = BENCH MARK DISK
 GL1192_SETTING: 66 = SET IN ROCK OUTCROP
 GL1192_SP_SET: SANDSTONE OUTCROP
 GL1192_STAMPING: C 271 1955
 GL1192_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GL1192+STABILITY: POSITION/ELEVATION WELL
 GL1192
 GL1192  HISTORY     - Date     Condition        Report By
 GL1192  HISTORY     - 1955     MONUMENTED       CGS
 GL1192
 GL1192                          STATION DESCRIPTION
 GL1192
 GL1192'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GL1192'19.4 MI E FROM FOLSOM.
 GL1192'19.0 MILES EAST ALONG STATE ROAD 325 FROM THE COLORADO AND SOUTHERN
 GL1192'RAILROAD STATION AT FOLSOM, THENCE 0.4 MILE SOUTH ALONG A WINDING DIRT
 GL1192'ROAD, 45 FEET WEST OF THE CENTER LINE OF A ROAD, ON THE EAST SLOPE OF
 GL1192'A ROCKY HILL, 185 FEET NORTHWEST OF A LARGE SANDSTONE BOULDER, 19 FEET
 GL1192'NORTHEAST OF A LARGE SANDSTONE BOULDER, 5 FEET ABOVE THE LEVEL OF THE
 GL1192'ROAD, 1.8 FEET ABOVE THE GROUND.  SET IN THE TOP OF A 5X6 FOOT
 GL1192'SANDSTONE OUTCROP, 19 FEET SOUTH OF A 6 INCH CEDAR TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0499 ***********************************************************************
 GL0499  DESIGNATION -  C 272
 GL0499  PID         -  GL0499
 GL0499  STATE/COUNTY-  NM/UNION
 GL0499  USGS QUAD   -  MC LAUGHLIN BRIDGE (1972)
 GL0499
 GL0499                         *CURRENT SURVEY CONTROL
 GL0499  ___________________________________________________________________
 GL0499* NAD 83(1986)-  36 44 31.     (N)    103 18 22.     (W)     SCALED    
 GL0499* NAVD 88     -      1610.531  (meters)    5283.88   (feet)  ADJUSTED  
 GL0499  ___________________________________________________________________
 GL0499  GEOID HEIGHT-         -21.33  (meters)                     GEOID03
 GL0499  DYNAMIC HT  -        1608.639 (meters)    5277.68  (feet)  COMP
 GL0499  MODELED GRAV-     979,399.5   (mgal)                       NAVD 88
 GL0499
 GL0499  VERT ORDER  -  SECOND    CLASS 0
 GL0499
 GL0499.The horizontal coordinates were scaled from a topographic map and have
 GL0499.an estimated accuracy of +/- 6 seconds.
 GL0499
 GL0499.The orthometric height was determined by differential leveling
 GL0499.and adjusted by the National Geodetic Survey in June 1991..
 GL0499
 GL0499.The geoid height was determined by GEOID03.
 GL0499
 GL0499.The dynamic height is computed by dividing the NAVD 88
 GL0499.geopotential number by the normal gravity value computed on the
 GL0499.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0499.degrees latitude (g = 980.6199 gals.).
 GL0499
 GL0499.The modeled gravity was interpolated from observed gravity values.
 GL0499
 GL0499;                    North         East    Units  Estimated Accuracy
 GL0499;SPC NM E     -   637,330.      256,740.      MT  (+/- 180 meters Scaled)
 GL0499
 GL0499                          SUPERSEDED SURVEY CONTROL
 GL0499
 GL0499  NGVD 29 (??/??/92) 1609.750  (m)         5281.32   (f) ADJ UNCH    2 0
 GL0499
 GL0499.Superseded values are not recommended for survey control.
 GL0499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0499.See file dsdata.txt to determine how the superseded data were derived.
 GL0499
 GL0499_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA512675(NAD 83)
 GL0499_MARKER: DB = BENCH MARK DISK
 GL0499_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0499_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0499_STAMPING: C 272 1955
 GL0499_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0499+STABILITY: SURFACE MOTION
 GL0499
 GL0499  HISTORY     - Date     Condition        Report By
 GL0499  HISTORY     - 1955     MONUMENTED       CGS
 GL0499
 GL0499                          STATION DESCRIPTION
 GL0499
 GL0499'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GL0499'24.9 MI NW FROM CLAYTON.
 GL0499'24.9 MILES NORTHWEST ALONG STATE ROAD 370 FROM ITS JUNCTION WITH U.S.
 GL0499'HIGHWAYS 64 AND 87 AT CLAYTON, 80 FEET WEST OF THE CENTER LINE OF THE
 GL0499'STATE ROAD, 48 FEET WEST OF A FENCE, 32 FEET SOUTH OF THE CENTER LINE
 GL0499'OF AN EAST AND WEST ROAD, 22 FEET WEST OF A POWER POLE, IN LINE WITH A
 GL0499'ROW OF POWER POLES, 7 FEET SOUTH OF A FENCE, 2 FEET WEST OF A WITNESS
 GL0499'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE
 GL0499'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0517 ***********************************************************************
 GL0517  DESIGNATION -  C 273
 GL0517  PID         -  GL0517
 GL0517  STATE/COUNTY-  NM/UNION
 GL0517  USGS QUAD   -  MOSES (1972)
 GL0517
 GL0517                         *CURRENT SURVEY CONTROL
 GL0517  ___________________________________________________________________
 GL0517* NAD 83(1986)-  36 44 29.     (N)    103 04 16.     (W)     SCALED    
 GL0517* NAVD 88     -      1479.866  (meters)    4855.19   (feet)  ADJUSTED  
 GL0517  ___________________________________________________________________
 GL0517  GEOID HEIGHT-         -22.21  (meters)                     GEOID03
 GL0517  DYNAMIC HT  -        1478.165 (meters)    4849.61  (feet)  COMP
 GL0517  MODELED GRAV-     979,430.4   (mgal)                       NAVD 88
 GL0517
 GL0517  VERT ORDER  -  SECOND    CLASS 0
 GL0517
 GL0517.The horizontal coordinates were scaled from a topographic map and have
 GL0517.an estimated accuracy of +/- 6 seconds.
 GL0517
 GL0517.The orthometric height was determined by differential leveling
 GL0517.and adjusted by the National Geodetic Survey in June 1991..
 GL0517
 GL0517.The geoid height was determined by GEOID03.
 GL0517
 GL0517.The dynamic height is computed by dividing the NAVD 88
 GL0517.geopotential number by the normal gravity value computed on the
 GL0517.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0517.degrees latitude (g = 980.6199 gals.).
 GL0517
 GL0517.The modeled gravity was interpolated from observed gravity values.
 GL0517
 GL0517;                    North         East    Units  Estimated Accuracy
 GL0517;SPC NM E     -   637,520.      277,720.      MT  (+/- 180 meters Scaled)
 GL0517
 GL0517                          SUPERSEDED SURVEY CONTROL
 GL0517
 GL0517  NGVD 29 (??/??/92) 1479.151  (m)         4852.85   (f) ADJ UNCH    2 0
 GL0517
 GL0517.Superseded values are not recommended for survey control.
 GL0517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0517.See file dsdata.txt to determine how the superseded data were derived.
 GL0517
 GL0517_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA722679(NAD 83)
 GL0517_MARKER: DB = BENCH MARK DISK
 GL0517_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0517_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0517_STAMPING: C 273 1955
 GL0517_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0517+STABILITY: SURFACE MOTION
 GL0517
 GL0517  HISTORY     - Date     Condition        Report By
 GL0517  HISTORY     - 1955     MONUMENTED       CGS
 GL0517
 GL0517                          STATION DESCRIPTION
 GL0517
 GL0517'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GL0517'12.15 MI NE FROM SENECA.
 GL0517'9.2 MILES NORTHEAST ALONG STATE HIGHWAY 18 FROM THE POST OFFICE AT
 GL0517'SENECA, THENCE 2.0 MILES NORTH ALONG A GRADED DIRT ROAD, THENCE 0.95
 GL0517'MILE WEST ALONG A GRADED DIRT ROAD, 104 FEET SOUTH OF A FENCE, 76 FEET
 GL0517'SOUTH OF THE CENTER LINE OF A ROAD, 4.4 FEET EAST OF A FENCE, 4 FEET
 GL0517'EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 GL0517'PROJECTS 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0425 ***********************************************************************
 GL0425  DESIGNATION -  C 274
 GL0425  PID         -  GL0425
 GL0425  STATE/COUNTY-  NM/UNION
 GL0425  USGS QUAD   -  SENECA (1972)
 GL0425
 GL0425                         *CURRENT SURVEY CONTROL
 GL0425  ___________________________________________________________________
 GL0425* NAD 83(1986)-  36 38 30.     (N)    103 08 43.     (W)     SCALED    
 GL0425* NAVD 88     -      1532.265  (meters)    5027.11   (feet)  ADJUSTED  
 GL0425  ___________________________________________________________________
 GL0425  GEOID HEIGHT-         -21.93  (meters)                     GEOID03
 GL0425  DYNAMIC HT  -        1530.495 (meters)    5021.30  (feet)  COMP
 GL0425  MODELED GRAV-     979,422.4   (mgal)                       NAVD 88
 GL0425
 GL0425  VERT ORDER  -  SECOND    CLASS 0
 GL0425
 GL0425.The horizontal coordinates were scaled from a topographic map and have
 GL0425.an estimated accuracy of +/- 6 seconds.
 GL0425
 GL0425.The orthometric height was determined by differential leveling
 GL0425.and adjusted by the National Geodetic Survey in June 1991..
 GL0425
 GL0425.The geoid height was determined by GEOID03.
 GL0425
 GL0425.The dynamic height is computed by dividing the NAVD 88
 GL0425.geopotential number by the normal gravity value computed on the
 GL0425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0425.degrees latitude (g = 980.6199 gals.).
 GL0425
 GL0425.The modeled gravity was interpolated from observed gravity values.
 GL0425
 GL0425;                    North         East    Units  Estimated Accuracy
 GL0425;SPC NM E     -   626,370.      271,240.      MT  (+/- 180 meters Scaled)
 GL0425
 GL0425                          SUPERSEDED SURVEY CONTROL
 GL0425
 GL0425  NGVD 29 (??/??/92) 1531.552  (m)         5024.77   (f) ADJ UNCH    2 0
 GL0425
 GL0425.Superseded values are not recommended for survey control.
 GL0425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0425.See file dsdata.txt to determine how the superseded data were derived.
 GL0425
 GL0425_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA658567(NAD 83)
 GL0425_MARKER: DB = BENCH MARK DISK
 GL0425_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0425_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0425_STAMPING: C 274 1955
 GL0425_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0425+STABILITY: SURFACE MOTION
 GL0425
 GL0425  HISTORY     - Date     Condition        Report By
 GL0425  HISTORY     - 1955     MONUMENTED       CGS
 GL0425
 GL0425                          STATION DESCRIPTION
 GL0425
 GL0425'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GL0425'1.85 MI NW FROM SENECA.
 GL0425'0.85 MILE NORTH ALONG STATE HIGHWAY 18 FROM THE POST OFFICE AT SENECA,
 GL0425'THENCE 1.0 MILE WEST ALONG A GRADED DIRT ROAD, 105 FEET WEST OF THE
 GL0425'CENTER LINE OF A SANDY TRACK ROAD LEADING NORTH, 42 FEET NORTH OF THE
 GL0425'CENTER LINE OF AA GRADED DIRT ROAD, 82 FEET WEST OF A FENCE, 17 FEET
 GL0425'NORTH OF A FENCE, 3 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A
 GL0425'CONCRETE POST WHICH PROJECTS 0.7 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1260 ***********************************************************************
 GL1260  DESIGNATION -  C 275
 GL1260  PID         -  GL1260
 GL1260  STATE/COUNTY-  NM/UNION
 GL1260  USGS QUAD   -  GRENVILLE (1973)
 GL1260
 GL1260                         *CURRENT SURVEY CONTROL
 GL1260  ___________________________________________________________________
 GL1260* NAD 83(1986)-  36 33 20.     (N)    103 36 48.     (W)     SCALED    
 GL1260* NAVD 88     -      1813.264  (meters)    5949.02   (feet)  ADJUSTED  
 GL1260  ___________________________________________________________________
 GL1260  GEOID HEIGHT-         -20.07  (meters)                     GEOID03
 GL1260  DYNAMIC HT  -        1811.054 (meters)    5941.77  (feet)  COMP
 GL1260  MODELED GRAV-     979,348.0   (mgal)                       NAVD 88
 GL1260
 GL1260  VERT ORDER  -  SECOND    CLASS 0
 GL1260
 GL1260.The horizontal coordinates were scaled from a topographic map and have
 GL1260.an estimated accuracy of +/- 6 seconds.
 GL1260
 GL1260.The orthometric height was determined by differential leveling
 GL1260.and adjusted by the National Geodetic Survey in June 1991..
 GL1260
 GL1260.The geoid height was determined by GEOID03.
 GL1260
 GL1260.The dynamic height is computed by dividing the NAVD 88
 GL1260.geopotential number by the normal gravity value computed on the
 GL1260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL1260.degrees latitude (g = 980.6199 gals.).
 GL1260
 GL1260.The modeled gravity was interpolated from observed gravity values.
 GL1260
 GL1260;                    North         East    Units  Estimated Accuracy
 GL1260;SPC NM E     -   616,400.      229,450.      MT  (+/- 180 meters Scaled)
 GL1260
 GL1260                          SUPERSEDED SURVEY CONTROL
 GL1260
 GL1260  NGVD 29 (??/??/92) 1812.406  (m)         5946.20   (f) ADJ UNCH    2 0
 GL1260
 GL1260.Superseded values are not recommended for survey control.
 GL1260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1260.See file dsdata.txt to determine how the superseded data were derived.
 GL1260
 GL1260_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA240464(NAD 83)
 GL1260_MARKER: DB = BENCH MARK DISK
 GL1260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL1260_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL1260_STAMPING: C 275 1955
 GL1260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL1260+STABILITY: SURFACE MOTION
 GL1260
 GL1260  HISTORY     - Date     Condition        Report By
 GL1260  HISTORY     - 1955     MONUMENTED       CGS
 GL1260
 GL1260                          STATION DESCRIPTION
 GL1260
 GL1260'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GL1260'2.7 MI S FROM GRENVILLE.
 GL1260'0.25 MILE WEST ALONG A GRAVELED ROAD FROM THE COLORADO AND SOUTHERN
 GL1260'RAILROAD STATION AT GRENVILLE, THENCE 2.45 MILES SOUTH ALONG STATE
 GL1260'ROAD 120, AT A CURVE IN THE STATE ROAD, 148 FEET SOUTHEAST OF THE
 GL1260'CENTER LINE OF THE STATE ROAD, 99 FEET SOUTHWEST OF A WINDMILL, 2.2
 GL1260'FEET WEST OF A FENCE, 2.8 FEET NORTH OF A WITNESS POST, SET IN THE TOP
 GL1260'OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0749 ***********************************************************************
 FM0749  DESIGNATION -  C 276
 FM0749  PID         -  FM0749
 FM0749  STATE/COUNTY-  NM/HARDING
 FM0749  USGS QUAD   -  CIRCLE BAR RANCH (1973)
 FM0749
 FM0749                         *CURRENT SURVEY CONTROL
 FM0749  ___________________________________________________________________
 FM0749* NAD 83(1986)-  35 50 25.     (N)    103 40 41.     (W)     SCALED    
 FM0749* NAVD 88     -      1388.543  (meters)    4555.58   (feet)  ADJUSTED  
 FM0749  ___________________________________________________________________
 FM0749  GEOID HEIGHT-         -21.27  (meters)                     GEOID03
 FM0749  DYNAMIC HT  -        1386.890 (meters)    4550.15  (feet)  COMP
 FM0749  MODELED GRAV-     979,393.7   (mgal)                       NAVD 88
 FM0749
 FM0749  VERT ORDER  -  SECOND    CLASS 0
 FM0749
 FM0749.The horizontal coordinates were scaled from a topographic map and have
 FM0749.an estimated accuracy of +/- 6 seconds.
 FM0749
 FM0749.The orthometric height was determined by differential leveling
 FM0749.and adjusted by the National Geodetic Survey in June 1991..
 FM0749
 FM0749.The geoid height was determined by GEOID03.
 FM0749
 FM0749.The dynamic height is computed by dividing the NAVD 88
 FM0749.geopotential number by the normal gravity value computed on the
 FM0749.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0749.degrees latitude (g = 980.6199 gals.).
 FM0749
 FM0749.The modeled gravity was interpolated from observed gravity values.
 FM0749
 FM0749;                    North         East    Units  Estimated Accuracy
 FM0749;SPC NM E     -   537,000.      224,200.      MT  (+/- 180 meters Scaled)
 FM0749
 FM0749                          SUPERSEDED SURVEY CONTROL
 FM0749
 FM0749  NGVD 29 (??/??/92) 1387.900  (m)         4553.47   (f) ADJ UNCH    2 0
 FM0749
 FM0749.Superseded values are not recommended for survey control.
 FM0749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0749.See file dsdata.txt to determine how the superseded data were derived.
 FM0749
 FM0749_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFV193670(NAD 83)
 FM0749_MARKER: DB = BENCH MARK DISK
 FM0749_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0749_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0749_STAMPING: C 276 1955
 FM0749_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0749+STABILITY: SURFACE MOTION
 FM0749
 FM0749  HISTORY     - Date     Condition        Report By
 FM0749  HISTORY     - 1955     MONUMENTED       CGS
 FM0749
 FM0749                          STATION DESCRIPTION
 FM0749
 FM0749'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 FM0749'10.5 MI S FROM BUEYEROS.
 FM0749'0.5 MILE WEST ALONG STATE HIGHWAY 57 FROM THE POST OFFICE AT BUEYEROS,
 FM0749'THENCE 10.0 MILES SOUTH ALONG STATE HIGHWAY 171, AT A JUNCTION WITH
 FM0749'STATE HIGHWAY 65, 75 FEET NORTH OF THE CENTER LINE OF STATE HIGHWAY
 FM0749'65, 56 FEET WEST OF THE CENTER LINE OF STATE HIGHWAY 171, 63.4 FEET
 FM0749'NORTH OF THE NORTH END OF A CATTLE GUARD, 2 FEET SOUTHEAST OF A FENCE
 FM0749'CORNER, 2 FEET SOUTH OF A WITNESS POST, 0.6 MILE WEST OF BENCH MARK A
 FM0749'276, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE
 FM0749'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1021 ***********************************************************************
 GL1021  DESIGNATION -  C 277
 GL1021  PID         -  GL1021
 GL1021  STATE/COUNTY-  NM/HARDING
 GL1021  USGS QUAD   -  MINNIE BUTTE (1973)
 GL1021
 GL1021                         *CURRENT SURVEY CONTROL
 GL1021  ___________________________________________________________________
 GL1021* NAD 83(1986)-  36 03 21.     (N)    103 35 09.     (W)     SCALED    
 GL1021* NAVD 88     -      1475.735  (meters)    4841.64   (feet)  ADJUSTED  
 GL1021  ___________________________________________________________________
 GL1021  GEOID HEIGHT-         -20.94  (meters)                     GEOID03
 GL1021  DYNAMIC HT  -        1473.983 (meters)    4835.89  (feet)  COMP
 GL1021  MODELED GRAV-     979,393.6   (mgal)                       NAVD 88
 GL1021
 GL1021  VERT ORDER  -  SECOND    CLASS 0
 GL1021
 GL1021.The horizontal coordinates were scaled from a topographic map and have
 GL1021.an estimated accuracy of +/- 6 seconds.
 GL1021
 GL1021.The orthometric height was determined by differential leveling
 GL1021.and adjusted by the National Geodetic Survey in June 1991..
 GL1021
 GL1021.The geoid height was determined by GEOID03.
 GL1021
 GL1021.The dynamic height is computed by dividing the NAVD 88
 GL1021.geopotential number by the normal gravity value computed on the
 GL1021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL1021.degrees latitude (g = 980.6199 gals.).
 GL1021
 GL1021.The modeled gravity was interpolated from observed gravity values.
 GL1021
 GL1021;                    North         East    Units  Estimated Accuracy
 GL1021;SPC NM E     -   560,970.      232,340.      MT  (+/- 180 meters Scaled)
 GL1021
 GL1021                          SUPERSEDED SURVEY CONTROL
 GL1021
 GL1021  NGVD 29 (??/??/92) 1475.055  (m)         4839.41   (f) ADJ UNCH    2 0
 GL1021
 GL1021.Superseded values are not recommended for survey control.
 GL1021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1021.See file dsdata.txt to determine how the superseded data were derived.
 GL1021
 GL1021_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFV273910(NAD 83)
 GL1021_MARKER: DB = BENCH MARK DISK
 GL1021_SETTING: 66 = SET IN ROCK OUTCROP
 GL1021_SP_SET: SANDSTONE ROCK
 GL1021_STAMPING: C 277 1955
 GL1021_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GL1021+STABILITY: POSITION/ELEVATION WELL
 GL1021
 GL1021  HISTORY     - Date     Condition        Report By
 GL1021  HISTORY     - 1955     MONUMENTED       CGS
 GL1021  HISTORY     - 1973     GOOD             USGS
 GL1021
 GL1021                          STATION DESCRIPTION
 GL1021
 GL1021'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GL1021'9.1 MI NE FROM BUEYEROS.
 GL1021'2.5 MILES NORTHEAST ALONG STATE HIGHWAY 57 FROM THE POST OFFICE AT
 GL1021'BUEYEROS, THENCE 6.6 MILES NORTHEAST ALONG A GRADED DIRT ROAD, ON THE
 GL1021'EAST POINT OF A ROCKY RIDGE, 109 FEET WEST OF THE CENTER LINE OF A
 GL1021'ROAD, 21.6 FEET NORTHWEST OF A POWER POLE, 1.0 FOOT ABOVE THE GROUND,
 GL1021'SET IN THE TOP OF A LARGE SANDSTONE ROCK.  NOTE-- STATE HIGHWAY 57 IS
 GL1021'NOW STATE HIGHWAY 102.
 GL1021
 GL1021                          STATION RECOVERY (1973)
 GL1021
 GL1021'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 GL1021'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1047 ***********************************************************************
 GL1047  DESIGNATION -  C 278
 GL1047  PID         -  GL1047
 GL1047  STATE/COUNTY-  NM/HARDING
 GL1047  USGS QUAD   -  YATES SE (1973)
 GL1047
 GL1047                         *CURRENT SURVEY CONTROL
 GL1047  ___________________________________________________________________
 GL1047* NAD 83(1986)-  36 03 23.     (N)    103 51 06.     (W)     SCALED    
 GL1047* NAVD 88     -      1676.591  (meters)    5500.62   (feet)  ADJUSTED  
 GL1047  ___________________________________________________________________
 GL1047  GEOID HEIGHT-         -20.05  (meters)                     GEOID03
 GL1047  DYNAMIC HT  -        1674.542 (meters)    5493.89  (feet)  COMP
 GL1047  MODELED GRAV-     979,350.2   (mgal)                       NAVD 88
 GL1047
 GL1047  VERT ORDER  -  SECOND    CLASS 0
 GL1047
 GL1047.The horizontal coordinates were scaled from a topographic map and have
 GL1047.an estimated accuracy of +/- 6 seconds.
 GL1047
 GL1047.The orthometric height was determined by differential leveling
 GL1047.and adjusted by the National Geodetic Survey in June 1991..
 GL1047
 GL1047.The geoid height was determined by GEOID03.
 GL1047
 GL1047.The dynamic height is computed by dividing the NAVD 88
 GL1047.geopotential number by the normal gravity value computed on the
 GL1047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL1047.degrees latitude (g = 980.6199 gals.).
 GL1047
 GL1047.The modeled gravity was interpolated from observed gravity values.
 GL1047
 GL1047;                    North         East    Units  Estimated Accuracy
 GL1047;SPC NM E     -   560,880.      208,390.      MT  (+/- 180 meters Scaled)
 GL1047
 GL1047                          SUPERSEDED SURVEY CONTROL
 GL1047
 GL1047  NGVD 29 (??/??/92) 1675.851  (m)         5498.19   (f) ADJ UNCH    2 0
 GL1047
 GL1047.Superseded values are not recommended for survey control.
 GL1047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1047.See file dsdata.txt to determine how the superseded data were derived.
 GL1047
 GL1047_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFV034908(NAD 83)
 GL1047_MARKER: DB = BENCH MARK DISK
 GL1047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL1047_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL1047_STAMPING: C 278 1955
 GL1047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL1047+STABILITY: SURFACE MOTION
 GL1047
 GL1047  HISTORY     - Date     Condition        Report By
 GL1047  HISTORY     - 1955     MONUMENTED       CGS
 GL1047
 GL1047                          STATION DESCRIPTION
 GL1047
 GL1047'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GL1047'7.9 MI SE FROM YATES.
 GL1047'5.0 MILES SOUTH ALONG STATE HIGHWAY 120 FROM THE ABANDONED SCHOOL AT
 GL1047'YATES, THENCE 2.9 MILES EAST ALONG STATE HIGHWAY 57, 43 FEET SOUTH OF
 GL1047'THE CENTER LINE OF THE HIGHWAY, 6 FEET NORTHWEST OF A POWER POLE, 2
 GL1047'FEET NORTH OF A FENCE, 2 FEET EAST OF A WITNESS POST, SET IN THE TOP
 GL1047'OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0764 ***********************************************************************
 GL0764  DESIGNATION -  C 279
 GL0764  PID         -  GL0764
 GL0764  STATE/COUNTY-  NM/UNION
 GL0764  USGS QUAD   -  CLAPHAM (1966)
 GL0764
 GL0764                         *CURRENT SURVEY CONTROL
 GL0764  ___________________________________________________________________
 GL0764* NAD 83(1986)-  36 11 16.     (N)    103 19 44.     (W)     SCALED    
 GL0764* NAVD 88     -      1461.607  (meters)    4795.29   (feet)  ADJUSTED  
 GL0764  ___________________________________________________________________
 GL0764  GEOID HEIGHT-         -21.85  (meters)                     GEOID03
 GL0764  DYNAMIC HT  -        1459.857 (meters)    4789.55  (feet)  COMP
 GL0764  MODELED GRAV-     979,384.2   (mgal)                       NAVD 88
 GL0764
 GL0764  VERT ORDER  -  SECOND    CLASS 0
 GL0764
 GL0764.The horizontal coordinates were scaled from a topographic map and have
 GL0764.an estimated accuracy of +/- 6 seconds.
 GL0764
 GL0764.The orthometric height was determined by differential leveling
 GL0764.and adjusted by the National Geodetic Survey in June 1991..
 GL0764
 GL0764.The geoid height was determined by GEOID03.
 GL0764
 GL0764.The dynamic height is computed by dividing the NAVD 88
 GL0764.geopotential number by the normal gravity value computed on the
 GL0764.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0764.degrees latitude (g = 980.6199 gals.).
 GL0764
 GL0764.The modeled gravity was interpolated from observed gravity values.
 GL0764
 GL0764;                    North         East    Units  Estimated Accuracy
 GL0764;SPC NM E     -   575,820.      255,340.      MT  (+/- 180 meters Scaled)
 GL0764
 GL0764                          SUPERSEDED SURVEY CONTROL
 GL0764
 GL0764  NGVD 29 (??/??/92) 1460.897  (m)         4792.96   (f) ADJ UNCH    2 0
 GL0764
 GL0764.Superseded values are not recommended for survey control.
 GL0764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0764.See file dsdata.txt to determine how the superseded data were derived.
 GL0764
 GL0764_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA502060(NAD 83)
 GL0764_MARKER: DB = BENCH MARK DISK
 GL0764_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0764_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0764_STAMPING: C 279 1955
 GL0764_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0764+STABILITY: SURFACE MOTION
 GL0764
 GL0764  HISTORY     - Date     Condition        Report By
 GL0764  HISTORY     - 1955     MONUMENTED       CGS
 GL0764  HISTORY     - 1964     GOOD             NGS
 GL0764
 GL0764                          STATION DESCRIPTION
 GL0764
 GL0764'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 GL0764'2.9 MI NE FROM CLAPHAM.
 GL0764'2.9 MILES NORTHEAST ALONG A GRADED DIRT ROAD FROM THE SCHOOL AT
 GL0764'CLAPHAM, 0.1 MILE SOUTHEAST OF A RANCH HOUSE, 38 FEET SOUTH OF THE
 GL0764'CENTER LINE OF A ROAD, 5.7 FEET NORTH OF A POWER POLE, 2.5 FEET WEST
 GL0764'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 GL0764'0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0286 ***********************************************************************
 FN0286  DESIGNATION -  C 28
 FN0286  PID         -  FN0286
 FN0286  STATE/COUNTY-  NM/SANTA FE
 FN0286  USGS QUAD   -  GALISTEO (1966)
 FN0286
 FN0286                         *CURRENT SURVEY CONTROL
 FN0286  ___________________________________________________________________
 FN0286* NAD 83(1986)-  35 25 59.     (N)    105 56 39.     (W)     SCALED    
 FN0286* NAVD 88     -      1885.236  (meters)    6185.15   (feet)  ADJUSTED  
 FN0286  ___________________________________________________________________
 FN0286  GEOID HEIGHT-         -19.12  (meters)                     GEOID03
 FN0286  DYNAMIC HT  -        1882.640 (meters)    6176.63  (feet)  COMP
 FN0286  MODELED GRAV-     979,189.5   (mgal)                       NAVD 88
 FN0286
 FN0286  VERT ORDER  -  FIRST     CLASS II
 FN0286
 FN0286.The horizontal coordinates were scaled from a topographic map and have
 FN0286.an estimated accuracy of +/- 6 seconds.
 FN0286
 FN0286.The orthometric height was determined by differential leveling
 FN0286.and adjusted by the National Geodetic Survey in June 1991..
 FN0286
 FN0286.The geoid height was determined by GEOID03.
 FN0286
 FN0286.The dynamic height is computed by dividing the NAVD 88
 FN0286.geopotential number by the normal gravity value computed on the
 FN0286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FN0286.degrees latitude (g = 980.6199 gals.).
 FN0286
 FN0286.The modeled gravity was interpolated from observed gravity values.
 FN0286
 FN0286;                    North         East    Units  Estimated Accuracy
 FN0286;SPC NM C     -   491,660.      527,770.      MT  (+/- 180 meters Scaled)
 FN0286
 FN0286                          SUPERSEDED SURVEY CONTROL
 FN0286
 FN0286  NGVD 29 (??/??/92) 1884.259  (m)         6181.94   (f) ADJ UNCH    1 2
 FN0286
 FN0286.Superseded values are not recommended for survey control.
 FN0286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0286.See file dsdata.txt to determine how the superseded data were derived.
 FN0286
 FN0286_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV142214(NAD 83)
 FN0286_MARKER: DB = BENCH MARK DISK
 FN0286_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FN0286_SP_SET: CULVERT
 FN0286_STAMPING: C-28 1933
 FN0286_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FN0286
 FN0286  HISTORY     - Date     Condition        Report By
 FN0286  HISTORY     - 1933     MONUMENTED       CGS
 FN0286  HISTORY     - 1934     GOOD             NGS
 FN0286
 FN0286                          STATION DESCRIPTION
 FN0286
 FN0286'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 FN0286'3.6 MI E FROM KENNEDY.
 FN0286'3.6 MILES EAST ALONG THE A.T. AND S.F. R.R. 2.9 MILES WEST OF SPIESS
 FN0286'AND 6 POLES SOUTH OF M.P. 840 AT 4 X 4 FT. CONCRETE BOX CULVERT NO.
 FN0286'840A, IN THE NORTH END OF THE WEST HEADWALL.
 FN0286
 FN0286                          STATION RECOVERY (1934)
 FN0286
 FN0286'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 FN0286'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0969 ***********************************************************************
 GL0969  DESIGNATION -  C 280
 GL0969  PID         -  GL0969
 GL0969  STATE/COUNTY-  NM/UNION
 GL0969  USGS QUAD   -  ARAGON HILL (1977)
 GL0969
 GL0969                         *CURRENT SURVEY CONTROL
 GL0969  ___________________________________________________________________
 GL0969* NAD 83(1986)-  36 13 04.     (N)    103 48 59.     (W)     SCALED    
 GL0969* NAVD 88     -      1716.479  (meters)    5631.48   (feet)  ADJUSTED  
 GL0969  ___________________________________________________________________
 GL0969  GEOID HEIGHT-         -19.80  (meters)                     GEOID03
 GL0969  DYNAMIC HT  -        1714.381 (meters)    5624.60  (feet)  COMP
 GL0969  MODELED GRAV-     979,348.1   (mgal)                       NAVD 88
 GL0969
 GL0969  VERT ORDER  -  SECOND    CLASS 0
 GL0969
 GL0969.The horizontal coordinates were scaled from a topographic map and have
 GL0969.an estimated accuracy of +/- 6 seconds.
 GL0969
 GL0969.The orthometric height was determined by differential leveling
 GL0969.and adjusted by the National Geodetic Survey in June 1991..
 GL0969
 GL0969.The geoid height was determined by GEOID03.
 GL0969
 GL0969.The dynamic height is computed by dividing the NAVD 88
 GL0969.geopotential number by the normal gravity value computed on the
 GL0969.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0969.degrees latitude (g = 980.6199 gals.).
 GL0969
 GL0969.The modeled gravity was interpolated from observed gravity values.
 GL0969
 GL0969;                    North         East    Units  Estimated Accuracy
 GL0969;SPC NM E     -   578,800.      211,480.      MT  (+/- 180 meters Scaled)
 GL0969
 GL0969                          SUPERSEDED SURVEY CONTROL
 GL0969
 GL0969  NGVD 29 (??/??/92) 1715.711  (m)         5628.96   (f) ADJ UNCH    2 0
 GL0969
 GL0969.Superseded values are not recommended for survey control.
 GL0969.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0969.See file dsdata.txt to determine how the superseded data were derived.
 GL0969
 GL0969_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA063087(NAD 83)
 GL0969_MARKER: DB = BENCH MARK DISK
 GL0969_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0969_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0969_STAMPING: C 280 1955
 GL0969_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0969+STABILITY: SURFACE MOTION
 GL0969
 GL0969  HISTORY     - Date     Condition        Report By
 GL0969  HISTORY     - 1955     MONUMENTED       CGS
 GL0969  HISTORY     - 1973     GOOD             USGS
 GL0969
 GL0969                          STATION DESCRIPTION
 GL0969
 GL0969'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GL0969'14.6 MI SE FROM GLADSTONE.
 GL0969'8.0 MILES EAST ALONG STATE HIGHWAY 58 FROM THE POST OFFICE AT
 GL0969'GLADSTONE, THENCE 5.6 MILES SOUTH ALONG STATE HIGHWAY 120, THENCE 1.0
 GL0969'MILE SOUTHEAST ALONG A GRADED DIRT ROAD, 61 FEET NORTH OF THE CENTER
 GL0969'LINE OF A ROAD, 3 FEET SOUTH OF A FENCE, 2 FEET WEST OF A WITNESS
 GL0969'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE
 GL0969'THE GROUND.  NOTE-- STATE HIGHWAY 58 IS NOW US HIGHWAY 56.
 GL0969
 GL0969                          STATION RECOVERY (1973)
 GL0969
 GL0969'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 GL0969'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1033 ***********************************************************************
 GL1033  DESIGNATION -  C 281
 GL1033  PID         -  GL1033
 GL1033  STATE/COUNTY-  NM/UNION
 GL1033  USGS QUAD   -  BEENHAM SW (1977)
 GL1033
 GL1033                         *CURRENT SURVEY CONTROL
 GL1033  ___________________________________________________________________
 GL1033* NAD 83(1986)-  36 05 48.     (N)    103 43 35.     (W)     SCALED    
 GL1033* NAVD 88     -      1636.083  (meters)    5367.72   (feet)  ADJUSTED  
 GL1033  ___________________________________________________________________
 GL1033  GEOID HEIGHT-         -20.36  (meters)                     GEOID03
 GL1033  DYNAMIC HT  -        1634.113 (meters)    5361.25  (feet)  COMP
 GL1033  MODELED GRAV-     979,369.6   (mgal)                       NAVD 88
 GL1033
 GL1033  VERT ORDER  -  SECOND    CLASS 0
 GL1033
 GL1033.The horizontal coordinates were scaled from a topographic map and have
 GL1033.an estimated accuracy of +/- 6 seconds.
 GL1033
 GL1033.The orthometric height was determined by differential leveling
 GL1033.and adjusted by the National Geodetic Survey in June 1991..
 GL1033
 GL1033.The geoid height was determined by GEOID03.
 GL1033
 GL1033.The dynamic height is computed by dividing the NAVD 88
 GL1033.geopotential number by the normal gravity value computed on the
 GL1033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL1033.degrees latitude (g = 980.6199 gals.).
 GL1033
 GL1033.The modeled gravity was interpolated from observed gravity values.
 GL1033
 GL1033;                    North         East    Units  Estimated Accuracy
 GL1033;SPC NM E     -   565,410.      219,650.      MT  (+/- 180 meters Scaled)
 GL1033
 GL1033                          SUPERSEDED SURVEY CONTROL
 GL1033
 GL1033  NGVD 29 (??/??/92) 1635.374  (m)         5365.39   (f) ADJ UNCH    2 0
 GL1033
 GL1033.Superseded values are not recommended for survey control.
 GL1033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1033.See file dsdata.txt to determine how the superseded data were derived.
 GL1033
 GL1033_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFV146954(NAD 83)
 GL1033_MARKER: DB = BENCH MARK DISK
 GL1033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL1033_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL1033_STAMPING: C 281 1955
 GL1033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL1033+STABILITY: SURFACE MOTION
 GL1033
 GL1033  HISTORY     - Date     Condition        Report By
 GL1033  HISTORY     - 1955     MONUMENTED       CGS
 GL1033  HISTORY     - 1973     GOOD             USGS
 GL1033
 GL1033                          STATION DESCRIPTION
 GL1033
 GL1033'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GL1033'26.25 MI SE FROM GLADSTONE.
 GL1033'8.0 MILES EAST ALONG STATE HIGHWAY 58 FROM THE POST OFFICE AT
 GL1033'GLADSTONE, THENCE 5.6 MILES SOUTH ALONG STATE HIGHWAY 120, THENCE 2.1
 GL1033'MILES SOUTHEAST ALONG A GRADED DIRT ROAD, THENCE 10.55 MILES SOUTHEAST
 GL1033'ALONG A TRACK ROAD, 221 FEET WEST OF THE CENTER OF A WIRE GATE, 158
 GL1033'FEET NORTH OF A FENCE, 40 FEET SOUTHWEST OF THE CENTER LINE OF A ROAD,
 GL1033'2 FEET NORTHEAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 GL1033'WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.  NOTE-- STATE HIGHWAY 58 IS
 GL1033'NOW US HIGHWAY 56.
 GL1033
 GL1033                          STATION RECOVERY (1973)
 GL1033
 GL1033'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 GL1033'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0728 ***********************************************************************
 GL0728  DESIGNATION -  C 282
 GL0728  PID         -  GL0728
 GL0728  STATE/COUNTY-  NM/UNION
 GL0728  USGS QUAD   -  TATE SCHOOL (1966)
 GL0728
 GL0728                         *CURRENT SURVEY CONTROL
 GL0728  ___________________________________________________________________
 GL0728* NAD 83(1986)-  36 19 19.     (N)    103 25 27.     (W)     SCALED    
 GL0728* NAVD 88     -      1619.299  (meters)    5312.65   (feet)  ADJUSTED  
 GL0728  ___________________________________________________________________
 GL0728  GEOID HEIGHT-         -21.24  (meters)                     GEOID03
 GL0728  DYNAMIC HT  -        1617.338 (meters)    5306.22  (feet)  COMP
 GL0728  MODELED GRAV-     979,364.0   (mgal)                       NAVD 88
 GL0728
 GL0728  VERT ORDER  -  SECOND    CLASS 0
 GL0728
 GL0728.The horizontal coordinates were scaled from a topographic map and have
 GL0728.an estimated accuracy of +/- 6 seconds.
 GL0728
 GL0728.The orthometric height was determined by differential leveling
 GL0728.and adjusted by the National Geodetic Survey in June 1991..
 GL0728
 GL0728.The geoid height was determined by GEOID03.
 GL0728
 GL0728.The dynamic height is computed by dividing the NAVD 88
 GL0728.geopotential number by the normal gravity value computed on the
 GL0728.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0728.degrees latitude (g = 980.6199 gals.).
 GL0728
 GL0728.The modeled gravity was interpolated from observed gravity values.
 GL0728
 GL0728;                    North         East    Units  Estimated Accuracy
 GL0728;SPC NM E     -   590,620.      246,630.      MT  (+/- 180 meters Scaled)
 GL0728
 GL0728                          SUPERSEDED SURVEY CONTROL
 GL0728
 GL0728  NGVD 29 (??/??/92) 1618.523  (m)         5310.10   (f) ADJ UNCH    2 0
 GL0728
 GL0728.Superseded values are not recommended for survey control.
 GL0728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0728.See file dsdata.txt to determine how the superseded data were derived.
 GL0728
 GL0728_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA414208(NAD 83)
 GL0728_MARKER: DB = BENCH MARK DISK
 GL0728_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0728_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0728_STAMPING: C 282 1955
 GL0728_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0728+STABILITY: SURFACE MOTION
 GL0728
 GL0728  HISTORY     - Date     Condition        Report By
 GL0728  HISTORY     - 1955     MONUMENTED       CGS
 GL0728
 GL0728                          STATION DESCRIPTION
 GL0728
 GL0728'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GL0728'20.6 MI SW FROM CLAYTON.
 GL0728'16.6 MILES SOUTHWEST ALONG STATE HIGHWAY 58 FROM THE COLORADO AND
 GL0728'SOUTHERN RAILROAD STATION AT CLAYTON, THENCE 0.6 MILE SOUTH ALONG A
 GL0728'GRADED DIRT ROAD, THENCE 0.2 MILE WEST ALONG OLD STATE HIGHWAY 58,
 GL0728'THENCE 1.2 MILES SOUTH ALONG OLD STATE HIGHWAY 58, THENCE 2.0 MILES
 GL0728'SOUTHEAST ALONG A TRACK ROAD, 36 FEET NORTHEAST OF THE CENTER LINE OF
 GL0728'A ROAD, 2.9 FEET SOUTHEAST OF A WITNESS POST, SET IN THE TOP OF A
 GL0728'CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0669 ***********************************************************************
 GL0669  DESIGNATION -  C 283
 GL0669  PID         -  GL0669
 GL0669  STATE/COUNTY-  NM/UNION
 GL0669  USGS QUAD   -  SEDAN (1970)
 GL0669
 GL0669                         *CURRENT SURVEY CONTROL
 GL0669  ___________________________________________________________________
 GL0669* NAD 83(1986)-  36 09 32.     (N)    103 11 09.     (W)     SCALED    
 GL0669* NAVD 88     -      1429.003  (meters)    4688.32   (feet)  ADJUSTED  
 GL0669  ___________________________________________________________________
 GL0669  GEOID HEIGHT-         -22.52  (meters)                     GEOID03
 GL0669  DYNAMIC HT  -        1427.289 (meters)    4682.70  (feet)  COMP
 GL0669  MODELED GRAV-     979,383.3   (mgal)                       NAVD 88
 GL0669
 GL0669  VERT ORDER  -  SECOND    CLASS 0
 GL0669
 GL0669.The horizontal coordinates were scaled from a topographic map and have
 GL0669.an estimated accuracy of +/- 6 seconds.
 GL0669
 GL0669.The orthometric height was determined by differential leveling
 GL0669.and adjusted by the National Geodetic Survey in June 1991..
 GL0669
 GL0669.The geoid height was determined by GEOID03.
 GL0669
 GL0669.The dynamic height is computed by dividing the NAVD 88
 GL0669.geopotential number by the normal gravity value computed on the
 GL0669.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0669.degrees latitude (g = 980.6199 gals.).
 GL0669
 GL0669.The modeled gravity was interpolated from observed gravity values.
 GL0669
 GL0669;                    North         East    Units  Estimated Accuracy
 GL0669;SPC NM E     -   572,760.      268,250.      MT  (+/- 180 meters Scaled)
 GL0669
 GL0669                          SUPERSEDED SURVEY CONTROL
 GL0669
 GL0669  NGVD 29 (??/??/92) 1428.308  (m)         4686.04   (f) ADJ UNCH    2 0
 GL0669
 GL0669.Superseded values are not recommended for survey control.
 GL0669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0669.See file dsdata.txt to determine how the superseded data were derived.
 GL0669
 GL0669_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA631030(NAD 83)
 GL0669_MARKER: DB = BENCH MARK DISK
 GL0669_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0669_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0669_STAMPING: C 283 1955
 GL0669_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0669+STABILITY: SURFACE MOTION
 GL0669
 GL0669  HISTORY     - Date     Condition        Report By
 GL0669  HISTORY     - 1955     MONUMENTED       CGS
 GL0669
 GL0669                          STATION DESCRIPTION
 GL0669
 GL0669'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GL0669'20.6 MI S FROM CLAYTON.
 GL0669'20.6 MILES SOUTH ALONG STATE HIGHWAY 18 FROM THE COURTHOUSE AT
 GL0669'CLAYTON, 500 FEET NORTH OF A RANCH HOUSE, 72 FEET WEST OF THE CENTER
 GL0669'LINE OF THE HIGHWAY, 22 FEET NORTH OF THE CENTER LINE OF A ROAD
 GL0669'LEADING WEST, 11 FEET NORTH OF A FENCE CORNER, 3.5 FEET EAST OF A
 GL0669'FENCE, 2.7 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 GL0669'POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0831 ***********************************************************************
 GL0831  DESIGNATION -  C 284
 GL0831  PID         -  GL0831
 GL0831  STATE/COUNTY-  NM/UNION
 GL0831  USGS QUAD   -  TEXLINE SOUTH (1970)
 GL0831
 GL0831                         *CURRENT SURVEY CONTROL
 GL0831  ___________________________________________________________________
 GL0831* NAD 83(1986)-  36 21 03.     (N)    103 05 40.     (W)     SCALED    
 GL0831* NAVD 88     -      1457.059  (meters)    4780.37   (feet)  ADJUSTED  
 GL0831  ___________________________________________________________________
 GL0831  GEOID HEIGHT-         -22.55  (meters)                     GEOID03
 GL0831  DYNAMIC HT  -        1455.340 (meters)    4774.73  (feet)  COMP
 GL0831  MODELED GRAV-     979,401.1   (mgal)                       NAVD 88
 GL0831
 GL0831  VERT ORDER  -  SECOND    CLASS 0
 GL0831
 GL0831.The horizontal coordinates were scaled from a topographic map and have
 GL0831.an estimated accuracy of +/- 6 seconds.
 GL0831
 GL0831.The orthometric height was determined by differential leveling
 GL0831.and adjusted by the National Geodetic Survey in June 1991..
 GL0831
 GL0831.The geoid height was determined by GEOID03.
 GL0831
 GL0831.The dynamic height is computed by dividing the NAVD 88
 GL0831.geopotential number by the normal gravity value computed on the
 GL0831.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0831.degrees latitude (g = 980.6199 gals.).
 GL0831
 GL0831.The modeled gravity was interpolated from observed gravity values.
 GL0831
 GL0831;                    North         East    Units  Estimated Accuracy
 GL0831;SPC NM E     -   594,160.      276,200.      MT  (+/- 180 meters Scaled)
 GL0831
 GL0831                          SUPERSEDED SURVEY CONTROL
 GL0831
 GL0831  NGVD 29 (??/??/92) 1456.365  (m)         4778.09   (f) ADJ UNCH    2 0
 GL0831
 GL0831.Superseded values are not recommended for survey control.
 GL0831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0831.See file dsdata.txt to determine how the superseded data were derived.
 GL0831
 GL0831_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA709245(NAD 83)
 GL0831_MARKER: DB = BENCH MARK DISK
 GL0831_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0831_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0831_STAMPING: C 284 1955
 GL0831_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0831+STABILITY: SURFACE MOTION
 GL0831
 GL0831  HISTORY     - Date     Condition        Report By
 GL0831  HISTORY     - 1955     MONUMENTED       CGS
 GL0831
 GL0831                          STATION DESCRIPTION
 GL0831
 GL0831'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GL0831'12.2 MI SE FROM CLAYTON.
 GL0831'7.4 MILES SOUTH ALONG STATE HIGHWAY 18 FROM THE COURTHOUSE AT CLAYTON,
 GL0831'THENCE 4.8 MILES EAST ALONG A GRADED DIRT ROAD, 28 FEET NORTH OF THE
 GL0831'CENTER LINE OF AN EAST AND WEST ROAD, 51 FEET WEST OF THE EXTENDED
 GL0831'CENTER LINE OF A ROAD LEADING SOUTH, 2 FEET SOUTH OF A FENCE, 2 FEET
 GL0831'EAST OF A WITNESS POST, 22 FEET WEST OF A POWER POLE, SET IN THE TOP
 GL0831'OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0843 ***********************************************************************
 GL0843  DESIGNATION -  C 285
 GL0843  PID         -  GL0843
 GL0843  STATE/COUNTY-  NM/UNION
 GL0843  USGS QUAD   -  SEDAN (1970)
 GL0843
 GL0843                         *CURRENT SURVEY CONTROL
 GL0843  ___________________________________________________________________
 GL0843* NAD 83(1986)-  36 13 00.     (N)    103 10 04.     (W)     SCALED    
 GL0843* NAVD 88     -      1447.329  (meters)    4748.45   (feet)  ADJUSTED  
 GL0843  ___________________________________________________________________
 GL0843  GEOID HEIGHT-         -22.51  (meters)                     GEOID03
 GL0843  DYNAMIC HT  -        1445.597 (meters)    4742.76  (feet)  COMP
 GL0843  MODELED GRAV-     979,385.3   (mgal)                       NAVD 88
 GL0843
 GL0843  VERT ORDER  -  SECOND    CLASS 0
 GL0843
 GL0843.The horizontal coordinates were scaled from a topographic map and have
 GL0843.an estimated accuracy of +/- 6 seconds.
 GL0843
 GL0843.The orthometric height was determined by differential leveling
 GL0843.and adjusted by the National Geodetic Survey in June 1991..
 GL0843
 GL0843.The geoid height was determined by GEOID03.
 GL0843
 GL0843.The dynamic height is computed by dividing the NAVD 88
 GL0843.geopotential number by the normal gravity value computed on the
 GL0843.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0843.degrees latitude (g = 980.6199 gals.).
 GL0843
 GL0843.The modeled gravity was interpolated from observed gravity values.
 GL0843
 GL0843;                    North         East    Units  Estimated Accuracy
 GL0843;SPC NM E     -   579,190.      269,800.      MT  (+/- 180 meters Scaled)
 GL0843
 GL0843                          SUPERSEDED SURVEY CONTROL
 GL0843
 GL0843  NGVD 29 (??/??/92) 1446.628  (m)         4746.15   (f) ADJ UNCH    2 0
 GL0843
 GL0843.Superseded values are not recommended for survey control.
 GL0843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0843.See file dsdata.txt to determine how the superseded data were derived.
 GL0843
 GL0843_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA646095(NAD 83)
 GL0843_MARKER: DB = BENCH MARK DISK
 GL0843_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0843_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0843_STAMPING: C 285 1955
 GL0843_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0843+STABILITY: SURFACE MOTION
 GL0843
 GL0843  HISTORY     - Date     Condition        Report By
 GL0843  HISTORY     - 1955     MONUMENTED       CGS
 GL0843
 GL0843                          STATION DESCRIPTION
 GL0843
 GL0843'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GL0843'17.6 MI S FROM CLAYTON.
 GL0843'16.6 MILES SOUTH ALONG STATE HIGHWAY 18 FROM THE COURTHOUSE AT
 GL0843'CLAYTON, THENCE 1.0 MILE EAST ALONG A GRADED DIRT ROAD, 33 FEET SOUTH
 GL0843'OF THE CENTER LINE OF AN EAST AND WEST ROAD, 53 FEET EAST OF THE
 GL0843'CENTER OF A WIRE GATE, 53 FEET EAST OF THE CENTER LINE OF A TRACK ROAD
 GL0843'LEADING SOUTH, 2.4 FEET EAST OF A WITNESS POST, 2 FEET NORTH OF A
 GL0843'FENCE, 1.0 MILE EAST OF BENCH MARK Z 282, SET IN THE TOP OF A CONCRETE
 GL0843'POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0736 ***********************************************************************
 FM0736  DESIGNATION -  C 286
 FM0736  PID         -  FM0736
 FM0736  STATE/COUNTY-  NM/HARDING
 FM0736  USGS QUAD   -  BUEYEROS (1973)
 FM0736
 FM0736                         *CURRENT SURVEY CONTROL
 FM0736  ___________________________________________________________________
 FM0736* NAD 83(1986)-  35 59 56.     (N)    103 37 39.     (W)     SCALED    
 FM0736* NAVD 88     -      1413.273  (meters)    4636.71   (feet)  ADJUSTED  
 FM0736  ___________________________________________________________________
 FM0736  GEOID HEIGHT-         -20.95  (meters)                     GEOID03
 FM0736  DYNAMIC HT  -        1411.599 (meters)    4631.22  (feet)  COMP
 FM0736  MODELED GRAV-     979,398.6   (mgal)                       NAVD 88
 FM0736
 FM0736  VERT ORDER  -  SECOND    CLASS 0
 FM0736
 FM0736.The horizontal coordinates were scaled from a topographic map and have
 FM0736.an estimated accuracy of +/- 6 seconds.
 FM0736
 FM0736.The orthometric height was determined by differential leveling
 FM0736.and adjusted by the National Geodetic Survey in June 1991..
 FM0736
 FM0736.The geoid height was determined by GEOID03.
 FM0736
 FM0736.The dynamic height is computed by dividing the NAVD 88
 FM0736.geopotential number by the normal gravity value computed on the
 FM0736.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0736.degrees latitude (g = 980.6199 gals.).
 FM0736
 FM0736.The modeled gravity was interpolated from observed gravity values.
 FM0736
 FM0736;                    North         East    Units  Estimated Accuracy
 FM0736;SPC NM E     -   554,630.      228,640.      MT  (+/- 180 meters Scaled)
 FM0736
 FM0736                          SUPERSEDED SURVEY CONTROL
 FM0736
 FM0736  NGVD 29 (??/??/92) 1412.610  (m)         4634.54   (f) ADJ UNCH    2 0
 FM0736
 FM0736.Superseded values are not recommended for survey control.
 FM0736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0736.See file dsdata.txt to determine how the superseded data were derived.
 FM0736
 FM0736_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFV237846(NAD 83)
 FM0736_MARKER: DB = BENCH MARK DISK
 FM0736_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0736_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0736_STAMPING: C 286 1955
 FM0736_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0736+STABILITY: SURFACE MOTION
 FM0736
 FM0736  HISTORY     - Date     Condition        Report By
 FM0736  HISTORY     - 1955     MONUMENTED       CGS
 FM0736  HISTORY     - 1973     GOOD             USGS
 FM0736
 FM0736                          STATION DESCRIPTION
 FM0736
 FM0736'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 FM0736'4.1 MI NE FROM BUEYEROS.
 FM0736'4.1 MILES NORTHEAST ALONG STATE HIGHWAY 57 FROM THE POST OFFICE AT
 FM0736'BUEYEROS, 300 FEET EAST OF A CURVE IN THE HIGHWAY, 73 FEET NORTH OF
 FM0736'THE CENTER LINE OF THE HIGHWAY, 1.7 FEET SOUTH OF A WITNESS POST, SET
 FM0736'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE
 FM0736'GROUND.  NOTE-- STATE HIGHWAY 57 IS NOW STATE HIGHWAY 102.
 FM0736
 FM0736                          STATION RECOVERY (1973)
 FM0736
 FM0736'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 FM0736'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0579 ***********************************************************************
 FM0579  DESIGNATION -  C 287
 FM0579  PID         -  FM0579
 FM0579  STATE/COUNTY-  NM/HARDING
 FM0579  USGS QUAD   -  COTTONWOOD SPRINGS (1966)
 FM0579
 FM0579                         *CURRENT SURVEY CONTROL
 FM0579  ___________________________________________________________________
 FM0579* NAD 83(1986)-  35 59 56.     (N)    103 27 09.     (W)     SCALED    
 FM0579* NAVD 88     -      1555.650  (meters)    5103.83   (feet)  ADJUSTED  
 FM0579  ___________________________________________________________________
 FM0579  GEOID HEIGHT-         -21.47  (meters)                     GEOID03
 FM0579  DYNAMIC HT  -        1553.791 (meters)    5097.73  (feet)  COMP
 FM0579  MODELED GRAV-     979,382.0   (mgal)                       NAVD 88
 FM0579
 FM0579  VERT ORDER  -  SECOND    CLASS 0
 FM0579
 FM0579.The horizontal coordinates were scaled from a topographic map and have
 FM0579.an estimated accuracy of +/- 6 seconds.
 FM0579
 FM0579.The orthometric height was determined by differential leveling
 FM0579.and adjusted by the National Geodetic Survey in June 1991..
 FM0579
 FM0579.The geoid height was determined by GEOID03.
 FM0579
 FM0579.The dynamic height is computed by dividing the NAVD 88
 FM0579.geopotential number by the normal gravity value computed on the
 FM0579.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0579.degrees latitude (g = 980.6199 gals.).
 FM0579
 FM0579.The modeled gravity was interpolated from observed gravity values.
 FM0579
 FM0579;                    North         East    Units  Estimated Accuracy
 FM0579;SPC NM E     -   554,750.      244,410.      MT  (+/- 180 meters Scaled)
 FM0579
 FM0579                          SUPERSEDED SURVEY CONTROL
 FM0579
 FM0579  NGVD 29 (??/??/92) 1554.970  (m)         5101.60   (f) ADJ UNCH    2 0
 FM0579
 FM0579.Superseded values are not recommended for survey control.
 FM0579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0579.See file dsdata.txt to determine how the superseded data were derived.
 FM0579
 FM0579_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFV394849(NAD 83)
 FM0579_MARKER: DB = BENCH MARK DISK
 FM0579_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0579_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0579_STAMPING: C 287 1955
 FM0579_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0579+STABILITY: SURFACE MOTION
 FM0579
 FM0579  HISTORY     - Date     Condition        Report By
 FM0579  HISTORY     - 1955     MONUMENTED       CGS
 FM0579
 FM0579                          STATION DESCRIPTION
 FM0579
 FM0579'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 FM0579'13.9 MI E FROM BUEYEROS.
 FM0579'13.9 MILES EAST ALONG STATE HIGHWAY 57 FROM THE POST OFFICE AT
 FM0579'BUEYEROS, 0.2 MILE EAST OF A POWER LINE CROSSING, 97 FEET SOUTH OF THE
 FM0579'CENTER LINE OF THE HIGHWAY, 2 FEET NORTH OF A WITNESS POST, SET IN THE
 FM0579'TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM1086 ***********************************************************************
 FM1086  DESIGNATION -  C 287 RESET
 FM1086  PID         -  FM1086
 FM1086  STATE/COUNTY-  NM/HARDING
 FM1086  USGS QUAD   -  COTTONWOOD SPRINGS (1966)
 FM1086
 FM1086                         *CURRENT SURVEY CONTROL
 FM1086  ___________________________________________________________________
 FM1086* NAD 83(1986)-  35 59 56.     (N)    103 27 09.     (W)     SCALED    
 FM1086* NAVD 88     -      1555.72   (+/-2cm)    5104.1    (feet)  VERTCON   
 FM1086  ___________________________________________________________________
 FM1086  GEOID HEIGHT-         -21.47  (meters)                     GEOID03
 FM1086
 FM1086  VERT ORDER  -  THIRD (See Below)
 FM1086
 FM1086.The horizontal coordinates were scaled from a topographic map and have
 FM1086.an estimated accuracy of +/- 6 seconds.
 FM1086
 FM1086.The NAVD 88 height was computed by applying the VERTCON shift value to
 FM1086.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FM1086.The vertical order pertains to the NGVD 29 superseded value.
 FM1086
 FM1086.The geoid height was determined by GEOID03.
 FM1086
 FM1086;                    North         East    Units  Estimated Accuracy
 FM1086;SPC NM E     -   554,750.      244,410.      MT  (+/- 180 meters Scaled)
 FM1086
 FM1086                          SUPERSEDED SURVEY CONTROL
 FM1086
 FM1086  NGVD 29 (06/15/00) 1555.04   (m)         5101.8    (f) RESET       3  
 FM1086
 FM1086.Superseded values are not recommended for survey control.
 FM1086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM1086.See file dsdata.txt to determine how the superseded data were derived.
 FM1086
 FM1086_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFV394849(NAD 83)
 FM1086_MARKER: DV = VERTICAL CONTROL DISK
 FM1086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM1086_SP_SET: CONCRETE POST
 FM1086_STAMPING: C 287 RESET 1978
 FM1086_MARK LOGO: NGS   
 FM1086_MAGNETIC: N = NO MAGNETIC MATERIAL
 FM1086_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM1086+STABILITY: SURFACE MOTION
 FM1086
 FM1086  HISTORY     - Date     Condition        Report By
 FM1086  HISTORY     - 1978     MONUMENTED       NMHD
 FM1086
 FM1086                          STATION DESCRIPTION
 FM1086
 FM1086'DESCRIBED BY NM HIGHWAY DEPT 1978
 FM1086'13.9 MILES EAST ALONG STATE HIGHWAY 102 (FORMERLY S.R. 57) FROM THE
 FM1086'POST OFFICE AT BUEYEROS, 0.2 MILES EAST OF A POWERLINE, AND 76 FEET
 FM1086'SOUTH OF THE CENTERLINE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0877 ***********************************************************************
 GL0877  DESIGNATION -  C 288
 GL0877  PID         -  GL0877
 GL0877  STATE/COUNTY-  NM/UNION
 GL0877  USGS QUAD   -  SOFIA (1973)
 GL0877
 GL0877                         *CURRENT SURVEY CONTROL
 GL0877  ___________________________________________________________________
 GL0877* NAD 83(1986)-  36 27 05.     (N)    103 51 53.     (W)     SCALED    
 GL0877* NAVD 88     -      1909.680  (meters)    6265.34   (feet)  ADJUSTED  
 GL0877  ___________________________________________________________________
 GL0877  GEOID HEIGHT-         -19.25  (meters)                     GEOID03
 GL0877  DYNAMIC HT  -        1907.313 (meters)    6257.58  (feet)  COMP
 GL0877  MODELED GRAV-     979,323.5   (mgal)                       NAVD 88
 GL0877
 GL0877  VERT ORDER  -  SECOND    CLASS 0
 GL0877
 GL0877.The horizontal coordinates were scaled from a topographic map and have
 GL0877.an estimated accuracy of +/- 6 seconds.
 GL0877
 GL0877.The orthometric height was determined by differential leveling
 GL0877.and adjusted by the National Geodetic Survey in June 1991..
 GL0877
 GL0877.The geoid height was determined by GEOID03.
 GL0877
 GL0877.The dynamic height is computed by dividing the NAVD 88
 GL0877.geopotential number by the normal gravity value computed on the
 GL0877.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0877.degrees latitude (g = 980.6199 gals.).
 GL0877
 GL0877.The modeled gravity was interpolated from observed gravity values.
 GL0877
 GL0877;                    North         East    Units  Estimated Accuracy
 GL0877;SPC NM E     -   604,700.      207,010.      MT  (+/- 180 meters Scaled)
 GL0877
 GL0877                          SUPERSEDED SURVEY CONTROL
 GL0877
 GL0877  NGVD 29 (??/??/92) 1908.828  (m)         6262.55   (f) ADJ UNCH    2 0
 GL0877
 GL0877.Superseded values are not recommended for survey control.
 GL0877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0877.See file dsdata.txt to determine how the superseded data were derived.
 GL0877
 GL0877_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA017346(NAD 83)
 GL0877_MARKER: DB = BENCH MARK DISK
 GL0877_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0877_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0877_STAMPING: C 288 1955
 GL0877_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0877+STABILITY: SURFACE MOTION
 GL0877
 GL0877  HISTORY     - Date     Condition        Report By
 GL0877  HISTORY     - 1955     MONUMENTED       CGS
 GL0877  HISTORY     - 1973     GOOD             USGS
 GL0877
 GL0877                          STATION DESCRIPTION
 GL0877
 GL0877'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GL0877'1.6 MI W FROM SOFIA.
 GL0877'1.6 MILES WEST ALONG A GRADED DIRT ROAD FROM THE SCHOOLHOUSE AT SOFIA,
 GL0877'0.25 MILE WEST OF A SMALL CEMETERY, ON TOP OF A RIDGE, 80 FEET SOUTH
 GL0877'OF THE CENTER LINE OF A ROAD, 46 FEET WEST OF THE CENTER LINE OF A
 GL0877'ROAD LEADING SOUTH, 3 FEET EAST OF A FENCE, 2 FEET NORTH OF A WITNESS
 GL0877'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE
 GL0877'THE GROUND.  NOTE-- THE SCHOOL HOUSE AT SOFIA HAS BEEN ABANDONED, THE
 GL0877'STARTING POINT IS NOW THE CROSSROADS AT SOFIA, WHICH IS 0.4 MILE EAST
 GL0877'OF THE SITE OF THE SCHOOL HOUSE.
 GL0877
 GL0877                          STATION RECOVERY (1973)
 GL0877
 GL0877'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 GL0877'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0897 ***********************************************************************
 GL0897  DESIGNATION -  C 289
 GL0897  PID         -  GL0897
 GL0897  STATE/COUNTY-  NM/UNION
 GL0897  USGS QUAD   -  PENNINGTON (1973)
 GL0897
 GL0897                         *CURRENT SURVEY CONTROL
 GL0897  ___________________________________________________________________
 GL0897* NAD 83(1986)-  36 21 02.     (N)    103 39 00.     (W)     SCALED    
 GL0897* NAVD 88     -      1764.446  (meters)    5788.85   (feet)  ADJUSTED  
 GL0897  ___________________________________________________________________
 GL0897  GEOID HEIGHT-         -20.15  (meters)                     GEOID03
 GL0897  DYNAMIC HT  -        1762.280 (meters)    5781.75  (feet)  COMP
 GL0897  MODELED GRAV-     979,341.1   (mgal)                       NAVD 88
 GL0897
 GL0897  VERT ORDER  -  SECOND    CLASS 0
 GL0897
 GL0897.The horizontal coordinates were scaled from a topographic map and have
 GL0897.an estimated accuracy of +/- 6 seconds.
 GL0897
 GL0897.The orthometric height was determined by differential leveling
 GL0897.and adjusted by the National Geodetic Survey in June 1991..
 GL0897
 GL0897.The geoid height was determined by GEOID03.
 GL0897
 GL0897.The dynamic height is computed by dividing the NAVD 88
 GL0897.geopotential number by the normal gravity value computed on the
 GL0897.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0897.degrees latitude (g = 980.6199 gals.).
 GL0897
 GL0897.The modeled gravity was interpolated from observed gravity values.
 GL0897
 GL0897;                    North         East    Units  Estimated Accuracy
 GL0897;SPC NM E     -   593,630.      226,330.      MT  (+/- 180 meters Scaled)
 GL0897
 GL0897                          SUPERSEDED SURVEY CONTROL
 GL0897
 GL0897  NGVD 29 (??/??/92) 1763.631  (m)         5786.18   (f) ADJ UNCH    2 0
 GL0897
 GL0897.Superseded values are not recommended for survey control.
 GL0897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0897.See file dsdata.txt to determine how the superseded data were derived.
 GL0897
 GL0897_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA211236(NAD 83)
 GL0897_MARKER: DB = BENCH MARK DISK
 GL0897_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0897_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0897_STAMPING: C 289 1955
 GL0897_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0897+STABILITY: SURFACE MOTION
 GL0897
 GL0897  HISTORY     - Date     Condition        Report By
 GL0897  HISTORY     - 1955     MONUMENTED       CGS
 GL0897
 GL0897                          STATION DESCRIPTION
 GL0897
 GL0897'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GL0897'20.7 MI E FROM GLADSTONE.
 GL0897'18.5 MILES EAST ALONG STATE HIGHWAY 58 FROM THE POST OFFICE AT
 GL0897'GLADSTONE, THENCE 2.2 MILES NORTH ALONG STATE ROAD 120, 66 FEET
 GL0897'NORTHWEST OF THE CENTER LINE OF THE STATE ROAD, 43 FEET NORTH OF THE
 GL0897'CENTER LINE OF A TRACK ROAD LEADING WEST, 25 FEET WEST OF A FENCE
 GL0897'CORNER, 2 FEET SOUTH OF A FENCE, 2 FEET EAST OF A WITNESS POST, SET IN
 GL0897'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 GL0897'NOTE-- STATE HIGHWAY HAS BEEN CHANGED TO U.S. HIGHWAY 56.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0002 ***********************************************************************
 FO0002  DESIGNATION -  C 29
 FO0002  PID         -  FO0002
 FO0002  STATE/COUNTY-  NM/SANTA FE
 FO0002  USGS QUAD   -  AGUA FRIA (1993)
 FO0002
 FO0002                         *CURRENT SURVEY CONTROL
 FO0002  ___________________________________________________________________
 FO0002* NAD 83(1986)-  35 44 13.     (N)    106 01 36.     (W)     SCALED    
 FO0002* NAVD 88     -      2030.399  (meters)    6661.40   (feet)  ADJUSTED  
 FO0002  ___________________________________________________________________
 FO0002  GEOID HEIGHT-         -18.89  (meters)                     GEOID03
 FO0002  DYNAMIC HT  -        2027.565 (meters)    6652.10  (feet)  COMP
 FO0002  MODELED GRAV-     979,165.4   (mgal)                       NAVD 88
 FO0002
 FO0002  VERT ORDER  -  FIRST     CLASS II
 FO0002
 FO0002.The horizontal coordinates were scaled from a topographic map and have
 FO0002.an estimated accuracy of +/- 6 seconds.
 FO0002
 FO0002.The orthometric height was determined by differential leveling
 FO0002.and adjusted by the National Geodetic Survey in June 1991..
 FO0002
 FO0002.The geoid height was determined by GEOID03.
 FO0002
 FO0002.The dynamic height is computed by dividing the NAVD 88
 FO0002.geopotential number by the normal gravity value computed on the
 FO0002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0002.degrees latitude (g = 980.6199 gals.).
 FO0002
 FO0002.The modeled gravity was interpolated from observed gravity values.
 FO0002
 FO0002;                    North         East    Units  Estimated Accuracy
 FO0002;SPC NM C     -   525,350.      520,200.      MT  (+/- 180 meters Scaled)
 FO0002
 FO0002                          SUPERSEDED SURVEY CONTROL
 FO0002
 FO0002  NGVD 29 (??/??/92) 2029.334  (m)         6657.91   (f) ADJ UNCH    1 2
 FO0002
 FO0002.Superseded values are not recommended for survey control.
 FO0002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0002.See file dsdata.txt to determine how the superseded data were derived.
 FO0002
 FO0002_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV071552(NAD 83)
 FO0002_MARKER: DB = BENCH MARK DISK
 FO0002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FO0002_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FO0002_STAMPING: C-29 1933
 FO0002_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO0002+STABILITY: SURFACE MOTION
 FO0002
 FO0002  HISTORY     - Date     Condition        Report By
 FO0002  HISTORY     - 1933     MONUMENTED       CGS
 FO0002  HISTORY     - 1934     GOOD             NGS
 FO0002
 FO0002                          STATION DESCRIPTION
 FO0002
 FO0002'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 FO0002'8.0 MI NW FROM SANTA FE.
 FO0002'8.0 MILES NORTHWEST ALONG THE D AND R G RR 4.1 MILES SOUTHEAST OF
 FO0002'JACONA AND 4 1/2 POLES WEST OF M P 398 AND 20 FT. SOUTH.
 FO0002
 FO0002                          STATION RECOVERY (1934)
 FO0002
 FO0002'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 FO0002'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0082 ***********************************************************************
 GM0082  DESIGNATION -  C 290
 GM0082  PID         -  GM0082
 GM0082  STATE/COUNTY-  NM/COLFAX
 GM0082  USGS QUAD   -  ABBOTT (1965)
 GM0082
 GM0082                         *CURRENT SURVEY CONTROL
 GM0082  ___________________________________________________________________
 GM0082* NAD 83(1986)-  36 18 22.     (N)    104 20 24.     (W)     SCALED    
 GM0082* NAVD 88     -      1835.347  (meters)    6021.47   (feet)  ADJUSTED  
 GM0082  ___________________________________________________________________
 GM0082  GEOID HEIGHT-         -18.94  (meters)                     GEOID03
 GM0082  DYNAMIC HT  -        1833.042 (meters)    6013.91  (feet)  COMP
 GM0082  MODELED GRAV-     979,310.2   (mgal)                       NAVD 88
 GM0082
 GM0082  VERT ORDER  -  SECOND    CLASS 0
 GM0082
 GM0082.The horizontal coordinates were scaled from a topographic map and have
 GM0082.an estimated accuracy of +/- 6 seconds.
 GM0082
 GM0082.The orthometric height was determined by differential leveling
 GM0082.and adjusted by the National Geodetic Survey in June 1991..
 GM0082
 GM0082.The geoid height was determined by GEOID03.
 GM0082
 GM0082.The dynamic height is computed by dividing the NAVD 88
 GM0082.geopotential number by the normal gravity value computed on the
 GM0082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GM0082.degrees latitude (g = 980.6199 gals.).
 GM0082
 GM0082.The modeled gravity was interpolated from observed gravity values.
 GM0082
 GM0082;                    North         East    Units  Estimated Accuracy
 GM0082;SPC NM E     -   588,480.      164,400.      MT  (+/- 180 meters Scaled)
 GM0082
 GM0082                          SUPERSEDED SURVEY CONTROL
 GM0082
 GM0082  NGVD 29 (??/??/92) 1834.549  (m)         6018.85   (f) ADJ UNCH    2 0
 GM0082
 GM0082.Superseded values are not recommended for survey control.
 GM0082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0082.See file dsdata.txt to determine how the superseded data were derived.
 GM0082
 GM0082_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEA592181(NAD 83)
 GM0082_MARKER: DB = BENCH MARK DISK
 GM0082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GM0082_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GM0082_STAMPING: C 290 1956
 GM0082_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GM0082+STABILITY: SURFACE MOTION
 GM0082
 GM0082  HISTORY     - Date     Condition        Report By
 GM0082  HISTORY     - 1956     MONUMENTED       CGS
 GM0082
 GM0082                          STATION DESCRIPTION
 GM0082
 GM0082'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 GM0082'4.4 MI W FROM ABBOTT.
 GM0082'4.4 MILES WEST ALONG STATE HIGHWAY 58 FROM THE POST OFFICE AT ABBOTT,
 GM0082'48 FEET EAST OF THE CENTER LINE OF A TRACK ROAD, 600 FEET SOUTHWEST OF
 GM0082'THE EDGE OF A SMALL BLUFF, 57 FEET NORTHEAST OF THE CENTER OF A GATE,
 GM0082'109 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 34 FEET NORTH OF A
 GM0082'FENCE, 2 FEET EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 GM0082'POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1257 ***********************************************************************
 GL1257  DESIGNATION -  C 291
 GL1257  PID         -  GL1257
 GL1257  STATE/COUNTY-  NM/UNION
 GL1257  USGS QUAD   -  COW MOUNTAIN (1972)
 GL1257
 GL1257                         *CURRENT SURVEY CONTROL
 GL1257  ___________________________________________________________________
 GL1257* NAD 83(1986)-  36 37 00.     (N)    103 51 21.     (W)     SCALED    
 GL1257* NAVD 88     -      1999.912  (meters)    6561.38   (feet)  ADJUSTED  
 GL1257  ___________________________________________________________________
 GL1257  GEOID HEIGHT-         -19.19  (meters)                     GEOID03
 GL1257  DYNAMIC HT  -        1997.395 (meters)    6553.12  (feet)  COMP
 GL1257  MODELED GRAV-     979,300.9   (mgal)                       NAVD 88
 GL1257
 GL1257  VERT ORDER  -  SECOND    CLASS 0
 GL1257
 GL1257.The horizontal coordinates were scaled from a topographic map and have
 GL1257.an estimated accuracy of +/- 6 seconds.
 GL1257
 GL1257.The orthometric height was determined by differential leveling
 GL1257.and adjusted by the National Geodetic Survey in June 1991..
 GL1257
 GL1257.The geoid height was determined by GEOID03.
 GL1257
 GL1257.The dynamic height is computed by dividing the NAVD 88
 GL1257.geopotential number by the normal gravity value computed on the
 GL1257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL1257.degrees latitude (g = 980.6199 gals.).
 GL1257
 GL1257.The modeled gravity was interpolated from observed gravity values.
 GL1257
 GL1257;                    North         East    Units  Estimated Accuracy
 GL1257;SPC NM E     -   623,050.      207,710.      MT  (+/- 180 meters Scaled)
 GL1257
 GL1257                          SUPERSEDED SURVEY CONTROL
 GL1257
 GL1257  NGVD 29 (??/??/92) 1998.963  (m)         6558.26   (f) ADJ UNCH    2 0
 GL1257
 GL1257.Superseded values are not recommended for survey control.
 GL1257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1257.See file dsdata.txt to determine how the superseded data were derived.
 GL1257
 GL1257_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA023529(NAD 83)
 GL1257_MARKER: DB = BENCH MARK DISK
 GL1257_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL1257_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL1257_STAMPING: C 291 1955
 GL1257_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL1257+STABILITY: SURFACE MOTION
 GL1257
 GL1257  HISTORY     - Date     Condition        Report By
 GL1257  HISTORY     - 1955     MONUMENTED       CGS
 GL1257
 GL1257                          STATION DESCRIPTION
 GL1257
 GL1257'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GL1257'6.85 MI SW FROM GRANDE.
 GL1257'0.15 MILE WEST ALONG A DIRT ROAD FROM THE SECTION FOREMANS HOUSE AT
 GL1257'GRANDE, THENCE 6.7 MILES SOUTHWEST ALONG A GRADED DIRT ROAD, 44 FEET
 GL1257'SOUTH OF THE CENTER LINE OF AN EAST AND WEST ROAD, 38 FEET SOUTH OF
 GL1257'THE SOUTH END OF A CATTLE GUARD, 52 FEET EAST OF THE CENTER LINE OF A
 GL1257'TRACK ROAD LEADING SOUTH, 2.7 FEET WEST OF A FENCE, 2 FEET SOUTH OF A
 GL1257'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6
 GL1257'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0159 ***********************************************************************
 FN0159  DESIGNATION -  C 291
 FN0159  PID         -  FN0159
 FN0159  STATE/COUNTY-  NM/SAN MIGUEL
 FN0159  USGS QUAD   -  MONTEZUMA (1961)
 FN0159
 FN0159                         *CURRENT SURVEY CONTROL
 FN0159  ___________________________________________________________________
 FN0159* NAD 83(1986)-  35 39 38.     (N)    105 20 09.     (W)     SCALED    
 FN0159* NAVD 88     -      2154.038  (meters)    7067.04   (feet)  ADJUSTED  
 FN0159  ___________________________________________________________________
 FN0159  GEOID HEIGHT-         -18.26  (meters)                     GEOID03
 FN0159  DYNAMIC HT  -        2151.011 (meters)    7057.11  (feet)  COMP
 FN0159  MODELED GRAV-     979,150.6   (mgal)                       NAVD 88
 FN0159
 FN0159  VERT ORDER  -  SECOND    CLASS 0
 FN0159
 FN0159.The horizontal coordinates were scaled from a topographic map and have
 FN0159.an estimated accuracy of +/- 6 seconds.
 FN0159
 FN0159.The orthometric height was determined by differential leveling
 FN0159.and adjusted by the National Geodetic Survey in June 1991..
 FN0159
 FN0159.The geoid height was determined by GEOID03.
 FN0159
 FN0159.The dynamic height is computed by dividing the NAVD 88
 FN0159.geopotential number by the normal gravity value computed on the
 FN0159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FN0159.degrees latitude (g = 980.6199 gals.).
 FN0159
 FN0159.The modeled gravity was interpolated from observed gravity values.
 FN0159
 FN0159;                    North         East    Units  Estimated Accuracy
 FN0159;SPC NM E     -   517,320.       74,230.      MT  (+/- 180 meters Scaled)
 FN0159
 FN0159                          SUPERSEDED SURVEY CONTROL
 FN0159
 FN0159  NGVD 29 (??/??/92) 2153.013  (m)         7063.68   (f) ADJ UNCH    2 0
 FN0159
 FN0159.Superseded values are not recommended for survey control.
 FN0159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0159.See file dsdata.txt to determine how the superseded data were derived.
 FN0159
 FN0159_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV696463(NAD 83)
 FN0159_MARKER: DB = BENCH MARK DISK
 FN0159_SETTING: 66 = SET IN ROCK OUTCROP
 FN0159_SP_SET: SET IN ROCK OUTCROP
 FN0159_STAMPING: C 291 1957
 FN0159_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FN0159+STABILITY: POSITION/ELEVATION WELL
 FN0159
 FN0159  HISTORY     - Date     Condition        Report By
 FN0159  HISTORY     - 1957     MONUMENTED       CGS
 FN0159
 FN0159                          STATION DESCRIPTION
 FN0159
 FN0159'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FN0159'1.75 MI SE FROM GALLINAS.
 FN0159'1.75 MILES SOUTHEAST ALONG STATE ROAD 65 FROM THE CATHOLIC CHURCH AT
 FN0159'GALLINAS, ON THE OUTSIDE OF A SHARP HORSESHOE CURVE IN THE ROAD, 28
 FN0159'FEET NORTHWEST OF THE CENTER OF A GULCH, 60 FEET NORTHEAST OF THE
 FN0159'CENTER LINE OF THE STATE ROAD, 1 FOOT BELOW THE LEVEL OF THE ROAD, 1
 FN0159'FOOT ABOVE THE GROUND, SET IN THE TOP OF A ROCK OUTCROP, IN THE
 FN0159'SOUTHEAST 1/4 OF SECTION 27, TOWNSHIP 17 NORTH, RANGE 15 EAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1233 ***********************************************************************
 GL1233  DESIGNATION -  C 292
 GL1233  PID         -  GL1233
 GL1233  STATE/COUNTY-  NM/UNION
 GL1233  USGS QUAD   -  CAPULIN (1972)
 GL1233
 GL1233                         *CURRENT SURVEY CONTROL
 GL1233  ___________________________________________________________________
 GL1233* NAD 83(1986)-  36 38 23.     (N)    103 56 11.     (W)     SCALED    
 GL1233* NAVD 88     -      2059.467  (meters)    6756.77   (feet)  ADJUSTED  
 GL1233  ___________________________________________________________________
 GL1233  GEOID HEIGHT-         -18.97  (meters)                     GEOID03
 GL1233  DYNAMIC HT  -        2056.847 (meters)    6748.17  (feet)  COMP
 GL1233  MODELED GRAV-     979,285.2   (mgal)                       NAVD 88
 GL1233
 GL1233  VERT ORDER  -  SECOND    CLASS 0
 GL1233
 GL1233.The horizontal coordinates were scaled from a topographic map and have
 GL1233.an estimated accuracy of +/- 6 seconds.
 GL1233
 GL1233.The orthometric height was determined by differential leveling
 GL1233.and adjusted by the National Geodetic Survey in June 1991..
 GL1233
 GL1233.The geoid height was determined by GEOID03.
 GL1233
 GL1233.The dynamic height is computed by dividing the NAVD 88
 GL1233.geopotential number by the normal gravity value computed on the
 GL1233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL1233.degrees latitude (g = 980.6199 gals.).
 GL1233
 GL1233.The modeled gravity was interpolated from observed gravity values.
 GL1233
 GL1233;                    North         East    Units  Estimated Accuracy
 GL1233;SPC NM E     -   625,570.      200,500.      MT  (+/- 180 meters Scaled)
 GL1233
 GL1233                          SUPERSEDED SURVEY CONTROL
 GL1233
 GL1233  NGVD 29 (??/??/92) 2058.478  (m)         6753.52   (f) ADJ UNCH    2 0
 GL1233
 GL1233.Superseded values are not recommended for survey control.
 GL1233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1233.See file dsdata.txt to determine how the superseded data were derived.
 GL1233
 GL1233_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEA950554(NAD 83)
 GL1233_MARKER: DB = BENCH MARK DISK
 GL1233_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL1233_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL1233_STAMPING: C 292 1955
 GL1233_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL1233+STABILITY: SURFACE MOTION
 GL1233
 GL1233  HISTORY     - Date     Condition        Report By
 GL1233  HISTORY     - 1955     MONUMENTED       CGS
 GL1233
 GL1233                          STATION DESCRIPTION
 GL1233
 GL1233'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GL1233'10.45 MI SE FROM CAPULIN.
 GL1233'3.0 MILES EAST ALONG U.S. HIGHWAYS 64 AND 87 FROM THE POST OFFICE AT
 GL1233'CAPULIN, THENCE 7.45 MILES SOUTH ALONG A GRADED DIRT ROAD, ACROSS THE
 GL1233'ROAD FROM A BRICK HOUSE, 71 FEET EAST OF THE CENTER LINE OF A ROAD, 66
 GL1233'FEET SOUTHEAST OF A POWER POLE, 46 FEET EAST OF A FENCE CORNER, 2 FEET
 GL1233'SOUTH OF A FENCE, 3.5 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A
 GL1233'CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0186 ***********************************************************************
 FN0186  DESIGNATION -  C 292
 FN0186  PID         -  FN0186
 FN0186  STATE/COUNTY-  NM/SAN MIGUEL
 FN0186  USGS QUAD   -  EL PORVENIR (1961)
 FN0186
 FN0186                         *CURRENT SURVEY CONTROL
 FN0186  ___________________________________________________________________
 FN0186* NAD 83(1986)-  35 39 45.     (N)    105 25 33.     (W)     SCALED    
 FN0186* NAVD 88     -      2245.448  (meters)    7366.94   (feet)  ADJUSTED  
 FN0186  ___________________________________________________________________
 FN0186  GEOID HEIGHT-         -17.91  (meters)                     GEOID03
 FN0186  DYNAMIC HT  -        2242.254 (meters)    7356.46  (feet)  COMP
 FN0186  MODELED GRAV-     979,129.8   (mgal)                       NAVD 88
 FN0186
 FN0186  VERT ORDER  -  SECOND    CLASS 0
 FN0186
 FN0186.The horizontal coordinates were scaled from a topographic map and have
 FN0186.an estimated accuracy of +/- 6 seconds.
 FN0186
 FN0186.The orthometric height was determined by differential leveling
 FN0186.and adjusted by the National Geodetic Survey in June 1991..
 FN0186
 FN0186.The geoid height was determined by GEOID03.
 FN0186
 FN0186.The dynamic height is computed by dividing the NAVD 88
 FN0186.geopotential number by the normal gravity value computed on the
 FN0186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FN0186.degrees latitude (g = 980.6199 gals.).
 FN0186
 FN0186.The modeled gravity was interpolated from observed gravity values.
 FN0186
 FN0186;                    North         East    Units  Estimated Accuracy
 FN0186;SPC NM E     -   517,620.       66,090.      MT  (+/- 180 meters Scaled)
 FN0186
 FN0186                          SUPERSEDED SURVEY CONTROL
 FN0186
 FN0186  NGVD 29 (??/??/92) 2244.391  (m)         7363.47   (f) ADJ UNCH    2 0
 FN0186
 FN0186.Superseded values are not recommended for survey control.
 FN0186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0186.See file dsdata.txt to determine how the superseded data were derived.
 FN0186
 FN0186_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV614465(NAD 83)
 FN0186_MARKER: DB = BENCH MARK DISK
 FN0186_SETTING: 66 = SET IN ROCK OUTCROP
 FN0186_SP_SET: SET IN ROCK OUTCROP
 FN0186_STAMPING: C 292 1957
 FN0186_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FN0186+STABILITY: POSITION/ELEVATION WELL
 FN0186
 FN0186  HISTORY     - Date     Condition        Report By
 FN0186  HISTORY     - 1957     MONUMENTED       CGS
 FN0186
 FN0186                          STATION DESCRIPTION
 FN0186
 FN0186'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FN0186'4.8 MI S FROM LAS GALLINAS RANGER STATION.
 FN0186'0.65 MILE SOUTHEAST ALONG STATE ROAD 65 FROM LAS GALLINAS RANGER
 FN0186'STATION, THENCE 4.15 MILES SOUTH ALONG A WINDING DIRT ROAD, AT THE
 FN0186'FOOT OF A LONG HILL, ON THE WEST BANK OF A DRY CREEK, 37 FEET NORTH OF
 FN0186'THE CENTER LINE OF THE ROAD, 20 FEET NORTHEAST OF AN 18 INCH FORKED
 FN0186'PINE TREE, 21.5 FEET NORTHWEST OF THE NORTH END OF A TWIN 48 INCH
 FN0186'STEEL PIPE CULVERT, 18 FEET WEST OF THE CENTER OF THE DRY CREEK BED, 1
 FN0186'FOOT ABOVE THE GROUND, 2 FEET BELOW THE LEVEL OF THE ROAD, SET IN THE
 FN0186'TOP OF A GRANITE OUTCROP, IN SECTION 35, TOWNSHIP 17 NORTH, RANGE 14
 FN0186'EAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0908 ***********************************************************************
 GL0908  DESIGNATION -  C 293
 GL0908  PID         -  GL0908
 GL0908  STATE/COUNTY-  NM/UNION
 GL0908  USGS QUAD   -  SOFIA (1973)
 GL0908
 GL0908                         *CURRENT SURVEY CONTROL
 GL0908  ___________________________________________________________________
 GL0908* NAD 83(1986)-  36 23 46.     (N)    103 52 20.     (W)     SCALED    
 GL0908* NAVD 88     -      1957.427  (meters)    6421.99   (feet)  ADJUSTED  
 GL0908  ___________________________________________________________________
 GL0908  GEOID HEIGHT-         -19.29  (meters)                     GEOID03
 GL0908  DYNAMIC HT  -        1955.022 (meters)    6414.10  (feet)  COMP
 GL0908  MODELED GRAV-     979,332.0   (mgal)                       NAVD 88
 GL0908
 GL0908  VERT ORDER  -  SECOND    CLASS 0
 GL0908
 GL0908.The horizontal coordinates were scaled from a topographic map and have
 GL0908.an estimated accuracy of +/- 6 seconds.
 GL0908
 GL0908.The orthometric height was determined by differential leveling
 GL0908.and adjusted by the National Geodetic Survey in June 1991..
 GL0908
 GL0908.The geoid height was determined by GEOID03.
 GL0908
 GL0908.The dynamic height is computed by dividing the NAVD 88
 GL0908.geopotential number by the normal gravity value computed on the
 GL0908.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0908.degrees latitude (g = 980.6199 gals.).
 GL0908
 GL0908.The modeled gravity was interpolated from observed gravity values.
 GL0908
 GL0908;                    North         East    Units  Estimated Accuracy
 GL0908;SPC NM E     -   598,570.      206,360.      MT  (+/- 180 meters Scaled)
 GL0908
 GL0908                          SUPERSEDED SURVEY CONTROL
 GL0908
 GL0908  NGVD 29 (??/??/92) 1956.616  (m)         6419.33   (f) ADJ UNCH    2 0
 GL0908
 GL0908.Superseded values are not recommended for survey control.
 GL0908.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0908.See file dsdata.txt to determine how the superseded data were derived.
 GL0908
 GL0908_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA011284(NAD 83)
 GL0908_MARKER: DB = BENCH MARK DISK
 GL0908_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0908_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0908_STAMPING: C 293 1955
 GL0908_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0908+STABILITY: SURFACE MOTION
 GL0908
 GL0908  HISTORY     - Date     Condition        Report By
 GL0908  HISTORY     - 1955     MONUMENTED       CGS
 GL0908
 GL0908                          STATION DESCRIPTION
 GL0908
 GL0908'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GL0908'6.3 MI SW FROM SOFIA.
 GL0908'0.4 MILE EAST ALONG A GRAVELED ROAD FROM THE SCHOOLHOUSE AT SOFIA,
 GL0908'THENCE 1.0 MILE SOUTH ALONG A GRADED DIRT ROAD, THENCE 1.0 MILE WEST
 GL0908'ALONG A GRADED DIRT ROAD, THENCE 0.9 MILE SOUTH ALONG A TRACK ROAD,
 GL0908'THENCE 1.0 MILE WEST ALONG A TRACK ROAD, THENCE 1.0 MILE SOUTH ALONG A
 GL0908'DIM FIELD ROAD, THENCE 0.2 MILE SOUTH ALONG A FENCE, THENCE 0.8 MILE
 GL0908'SOUTHWEST ALONG A DIM TRACK ROAD, 43 FEET NORTHWEST OF THE CENTER LINE
 GL0908'OF A TRACK ROAD, 3.2 FEET WEST OF A WITNESS POST, ON TOP OF A HILL,
 GL0908'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.7 FOOT ABOVE THE
 GL0908'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0277 ***********************************************************************
 FN0277  DESIGNATION -  C 293
 FN0277  PID         -  FN0277
 FN0277  STATE/COUNTY-  NM/SAN MIGUEL
 FN0277  USGS QUAD   -  SAN JOSE (1989)
 FN0277
 FN0277                         *CURRENT SURVEY CONTROL
 FN0277  ___________________________________________________________________
 FN0277* NAD 83(1986)-  35 25 33.     (N)    105 29 14.     (W)     SCALED    
 FN0277* NAVD 88     -      1911.580  (meters)    6271.58   (feet)  ADJUSTED  
 FN0277  ___________________________________________________________________
 FN0277  GEOID HEIGHT-         -18.78  (meters)                     GEOID03
 FN0277  DYNAMIC HT  -        1908.958 (meters)    6262.97  (feet)  COMP
 FN0277  MODELED GRAV-     979,193.5   (mgal)                       NAVD 88
 FN0277
 FN0277  VERT ORDER  -  SECOND    CLASS 0
 FN0277
 FN0277.The horizontal coordinates were scaled from a topographic map and have
 FN0277.an estimated accuracy of +/- 6 seconds.
 FN0277
 FN0277.The orthometric height was determined by differential leveling
 FN0277.and adjusted by the National Geodetic Survey in June 1991..
 FN0277
 FN0277.The geoid height was determined by GEOID03.
 FN0277
 FN0277.The dynamic height is computed by dividing the NAVD 88
 FN0277.geopotential number by the normal gravity value computed on the
 FN0277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FN0277.degrees latitude (g = 980.6199 gals.).
 FN0277
 FN0277.The modeled gravity was interpolated from observed gravity values.
 FN0277
 FN0277;                    North         East    Units  Estimated Accuracy
 FN0277;SPC NM E     -   491,430.       60,220.      MT  (+/- 180 meters Scaled)
 FN0277
 FN0277                          SUPERSEDED SURVEY CONTROL
 FN0277
 FN0277  NGVD 29 (??/??/92) 1910.661  (m)         6268.56   (f) ADJ UNCH    2 0
 FN0277
 FN0277.Superseded values are not recommended for survey control.
 FN0277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0277.See file dsdata.txt to determine how the superseded data were derived.
 FN0277
 FN0277_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV557203(NAD 83)
 FN0277_MARKER: DB = BENCH MARK DISK
 FN0277_SETTING: 66 = SET IN ROCK OUTCROP
 FN0277_SP_SET: SET IN ROCK OUTCROP
 FN0277_STAMPING: C 293 1957
 FN0277_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FN0277+STABILITY: POSITION/ELEVATION WELL
 FN0277
 FN0277  HISTORY     - Date     Condition        Report By
 FN0277  HISTORY     - 1957     MONUMENTED       CGS
 FN0277  HISTORY     - 19860401 MARK NOT FOUND   USGS
 FN0277
 FN0277                          STATION DESCRIPTION
 FN0277
 FN0277'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FN0277'2.45 MI NE FROM SANDS.
 FN0277'0.1 MILE NORTHEAST ACROSS A PASTURE FROM THE ATCHISON, TOPEKA AND
 FN0277'SANTA FE RAILROAD STATION SIGN AT SANDS, THENCE 0.45 MILE EAST ALONG
 FN0277'U.S. HIGHWAYS 84 AND 85, THENCE 1.9 MILES NORTHEAST ALONG A WINDING
 FN0277'DIRT ROAD, 140 YARDS NORTHWEST OF THE CENTER OF THE CROSSING OF A
 FN0277'WASH, 41 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 36 FEET
 FN0277'NORTHEAST OF THE CENTER OF A RAVINE, 9.4 FEET SOUTHWEST OF A FENCE, 3
 FN0277'FEET BELOW THE LEVEL OF THE ROAD, FLUSH WITH THE GROUND, SET IN THE
 FN0277'TOP OF A FLAT ROCK OUTCROP, IN SECTION 20, TOWNSHIP 14 NORTH, RANGE 14
 FN0277'EAST.
 FN0277
 FN0277                          STATION RECOVERY (1986)
 FN0277
 FN0277'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986 (DRG)
 FN0277'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0369 ***********************************************************************
 GM0369  DESIGNATION -  C 294
 GM0369  PID         -  GM0369
 GM0369  STATE/COUNTY-  NM/MORA
 GM0369  USGS QUAD   -  COMANCHE PEAK (1994)
 GM0369
 GM0369                         *CURRENT SURVEY CONTROL
 GM0369  ___________________________________________________________________
 GM0369* NAD 83(1986)-  36 03 47.     (N)    105 16 30.     (W)     SCALED    
 GM0369* NAVD 88     -      2267.266  (meters)    7438.52   (feet)  ADJUSTED  
 GM0369  ___________________________________________________________________
 GM0369  GEOID HEIGHT-         -17.62  (meters)                     GEOID03
 GM0369  DYNAMIC HT  -        2264.056 (meters)    7427.99  (feet)  COMP
 GM0369  MODELED GRAV-     979,135.4   (mgal)                       NAVD 88
 GM0369
 GM0369  VERT ORDER  -  SECOND    CLASS 0
 GM0369
 GM0369.The horizontal coordinates were scaled from a topographic map and have
 GM0369.an estimated accuracy of +/- 6 seconds.
 GM0369
 GM0369.The orthometric height was determined by differential leveling
 GM0369.and adjusted by the National Geodetic Survey in June 1991..
 GM0369
 GM0369.The geoid height was determined by GEOID03.
 GM0369
 GM0369.The dynamic height is computed by dividing the NAVD 88
 GM0369.geopotential number by the normal gravity value computed on the
 GM0369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GM0369.degrees latitude (g = 980.6199 gals.).
 GM0369
 GM0369.The modeled gravity was interpolated from observed gravity values.
 GM0369
 GM0369;                    North         East    Units  Estimated Accuracy
 GM0369;SPC NM E     -   561,920.       80,170.      MT  (+/- 180 meters Scaled)
 GM0369
 GM0369                          SUPERSEDED SURVEY CONTROL
 GM0369
 GM0369  NGVD 29 (??/??/92) 2266.108  (m)         7434.72   (f) ADJ UNCH    2 0
 GM0369
 GM0369.Superseded values are not recommended for survey control.
 GM0369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0369.See file dsdata.txt to determine how the superseded data were derived.
 GM0369
 GM0369_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV752909(NAD 83)
 GM0369_MARKER: DB = BENCH MARK DISK
 GM0369_SETTING: 80 = SET IN A BOULDER
 GM0369_STAMPING: C 294 1957
 GM0369_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GM0369+STABILITY: SURFACE MOTION
 GM0369
 GM0369  HISTORY     - Date     Condition        Report By
 GM0369  HISTORY     - 1957     MONUMENTED       CGS
 GM0369
 GM0369                          STATION DESCRIPTION
 GM0369
 GM0369'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GM0369'7.45 MI NE FROM MORA.
 GM0369'ABOUT 7.45 MILES NORTHEAST ALONG STATE HIGHWAY 38 FROM THE JUNCTION OF
 GM0369'STATE HIGHWAY 3 AT MORA, 0.1 MILE NORTHEAST ALONG THE HIGHWAY FROM A
 GM0369'SMALL ONE WAY WOODEN BRIDGE OVER A GRAVEL DRY WASH, 0.05 MILE
 GM0369'NORTHEAST ALONG THE HIGHWAY FROM A POWERLINE CROSSING, ON THE
 GM0369'SOUTHEAST SLOPE OF A ROCKY KNOB LIKE HILL, 61 FEET NORTHWEST OF THE
 GM0369'CENTER LINE OF THE HIGHWAY, 52 FEET WEST-SOUTHWEST OF A FENCE CORNER
 GM0369'POST, 1 1/2 FEET SOUTHEAST OF A WIRE FENCE, ABOUT 12 FEET ABOVE THE
 GM0369'LEVEL OF THE HIGHWAY AND IN THE TOP OF A ROUND GRANITE BOULDER WHICH
 GM0369'PROJECTS 2 1/2 FEET ON THE SOUTHEAST SIDE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0239 ***********************************************************************
 GM0239  DESIGNATION -  C 295
 GM0239  PID         -  GM0239
 GM0239  STATE/COUNTY-  NM/COLFAX
 GM0239  USGS QUAD   -  TOUCH-ME-NOT MOUNTAIN (1987)
 GM0239
 GM0239                         *CURRENT SURVEY CONTROL
 GM0239  ___________________________________________________________________
 GM0239* NAD 83(1986)-  36 32 11.     (N)    105 12 23.     (W)     SCALED    
 GM0239* NAVD 88     -      2440.794  (meters)    8007.84   (feet)  ADJUSTED  
 GM0239  ___________________________________________________________________
 GM0239  GEOID HEIGHT-         -16.66  (meters)                     GEOID03
 GM0239  DYNAMIC HT  -        2437.376 (meters)    7996.62  (feet)  COMP
 GM0239  MODELED GRAV-     979,143.5   (mgal)                       NAVD 88
 GM0239
 GM0239  VERT ORDER  -  FIRST     CLASS II
 GM0239
 GM0239.The horizontal coordinates were scaled from a topographic map and have
 GM0239.an estimated accuracy of +/- 6 seconds.
 GM0239
 GM0239.The orthometric height was determined by differential leveling
 GM0239.and adjusted by the National Geodetic Survey in June 1991..
 GM0239
 GM0239.The geoid height was determined by GEOID03.
 GM0239
 GM0239.The dynamic height is computed by dividing the NAVD 88
 GM0239.geopotential number by the normal gravity value computed on the
 GM0239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GM0239.degrees latitude (g = 980.6199 gals.).
 GM0239
 GM0239.The modeled gravity was interpolated from observed gravity values.
 GM0239
 GM0239;                    North         East    Units  Estimated Accuracy
 GM0239;SPC NM E     -   614,390.       86,830.      MT  (+/- 180 meters Scaled)
 GM0239
 GM0239                          SUPERSEDED SURVEY CONTROL
 GM0239
 GM0239  NGVD 29 (??/??/92) 2439.607  (m)         8003.94   (f) ADJ UNCH    1 2
 GM0239
 GM0239.Superseded values are not recommended for survey control.
 GM0239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0239.See file dsdata.txt to determine how the superseded data were derived.
 GM0239
 GM0239_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDA815434(NAD 83)
 GM0239_MARKER: DB = BENCH MARK DISK
 GM0239_SETTING: 66 = SET IN ROCK OUTCROP
 GM0239_SP_SET: SET IN ROCK OUTCROP
 GM0239_STAMPING: C 295 1957
 GM0239_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GM0239+STABILITY: POSITION/ELEVATION WELL
 GM0239
 GM0239  HISTORY     - Date     Condition        Report By
 GM0239  HISTORY     - 1957     MONUMENTED       CGS
 GM0239
 GM0239                          STATION DESCRIPTION
 GM0239
 GM0239'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GM0239'4.05 MI E FROM EAGLE NEST.
 GM0239'ABOUT 4.05 MILES EAST ALONG U.S. HIGHWAY 64 FROM THE JUNCTION OF STATE
 GM0239'HIGHWAY 38 AT EAGLE NEST, ON THE TOP OF A CUT BANK ON THE SOUTH SIDE
 GM0239'OF THE HIGHWAY, SOUTHWEST AND ACROSS THE HIGHWAY FROM A PICNIC TABLE,
 GM0239'32 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 100 FEET SOUTH AND
 GM0239'ACROSS THE HIGHWAY FROM THE SOUTH BANK OF THE CIMARRON RIVER, 47 FEET
 GM0239'NORTH OF A 26-INCH PINE, 42 YARDS WEST OF AN OUTDOOR TOILET, 8 FEET
 GM0239'ABOVE THE LEVEL OF THE HIGHWAY AND IN THE TOP OF THE WEST END OF A
 GM0239'SMALL ROCK OUTCROP THAT PROJECTS ABOUT 9 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0616 ***********************************************************************
 FM0616  DESIGNATION -  C 296
 FM0616  PID         -  FM0616
 FM0616  STATE/COUNTY-  NM/HARDING
 FM0616  USGS QUAD   -  LOGAN NORTH (1989)
 FM0616
 FM0616                         *CURRENT SURVEY CONTROL
 FM0616  ___________________________________________________________________
 FM0616* NAD 83(1986)-  35 24 14.     (N)    103 29 11.     (W)     SCALED    
 FM0616* NAVD 88     -      1186.501  (meters)    3892.71   (feet)  ADJUSTED  
 FM0616  ___________________________________________________________________
 FM0616  GEOID HEIGHT-         -23.03  (meters)                     GEOID03
 FM0616  DYNAMIC HT  -        1185.072 (meters)    3888.02  (feet)  COMP
 FM0616  MODELED GRAV-     979,388.8   (mgal)                       NAVD 88
 FM0616
 FM0616  VERT ORDER  -  SECOND    CLASS 0
 FM0616
 FM0616.The horizontal coordinates were scaled from a topographic map and have
 FM0616.an estimated accuracy of +/- 6 seconds.
 FM0616
 FM0616.The orthometric height was determined by differential leveling
 FM0616.and adjusted by the National Geodetic Survey in June 1991..
 FM0616
 FM0616.The geoid height was determined by GEOID03.
 FM0616
 FM0616.The dynamic height is computed by dividing the NAVD 88
 FM0616.geopotential number by the normal gravity value computed on the
 FM0616.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0616.degrees latitude (g = 980.6199 gals.).
 FM0616
 FM0616.The modeled gravity was interpolated from observed gravity values.
 FM0616
 FM0616;                    North         East    Units  Estimated Accuracy
 FM0616;SPC NM E     -   488,710.      241,930.      MT  (+/- 180 meters Scaled)
 FM0616
 FM0616                          SUPERSEDED SURVEY CONTROL
 FM0616
 FM0616  NGVD 29 (??/??/92) 1185.931  (m)         3890.84   (f) ADJ UNCH    2 0
 FM0616
 FM0616.Superseded values are not recommended for survey control.
 FM0616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0616.See file dsdata.txt to determine how the superseded data were derived.
 FM0616
 FM0616_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFV374188(NAD 83)
 FM0616_MARKER: DB = BENCH MARK DISK
 FM0616_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0616_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0616_STAMPING: C 296 1957
 FM0616_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0616+STABILITY: SURFACE MOTION
 FM0616
 FM0616  HISTORY     - Date     Condition        Report By
 FM0616  HISTORY     - 1957     MONUMENTED       CGS
 FM0616  HISTORY     - 19860417 POOR             USGS
 FM0616
 FM0616                          STATION DESCRIPTION
 FM0616
 FM0616'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FM0616'5.55 MI NW FROM LOGAN.
 FM0616'ABOUT 2.5 MILES NORTHWEST ALONG STATE HIGHWAY 39 FROM THE JUNCTION OF
 FM0616'U.S. HIGHWAY 54 AT LOGAN, THENCE 3.05 MILES WEST ALONG A ROAD, IN
 FM0616'SECTION 36, T. 14 N., R. 32 E., AT A CROSS ROAD, 27 FEET SOUTH OF THE
 FM0616'CENTER LINE OF THE MAIN ROAD, 40 FEET WEST OF THE CENTER LINE OF THE
 FM0616'CROSS ROAD, 264 FEET SOUTHEAST AND ACROSS THE MAIN ROAD FROM THE
 FM0616'SOUTHEAST LEG OF A WINDMILL, 50 FEET SOUTHWEST OF THE CENTER OF THE
 FM0616'INTERSECTION, 6 1/2 FEET WEST OF A FENCE CORNER, 5 FEET WEST OF A
 FM0616'POWER POLE, 1 FOOT NORTH OF THE FENCE LINE, 3 FEET EAST OF A WHITE
 FM0616'WOODEN WITNESS POST, 1 FOOT ABOVE THE LEVEL OF THE ROAD AND IN THE TOP
 FM0616'OF A CONCRETE POST WHICH PROJECTS 4 INCHES.
 FM0616
 FM0616                          STATION RECOVERY (1986)
 FM0616
 FM0616'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986 (RV)
 FM0616'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0777 ***********************************************************************
 FM0777  DESIGNATION -  C 297
 FM0777  PID         -  FM0777
 FM0777  STATE/COUNTY-  NM/HARDING
 FM0777  USGS QUAD   -  BUFFALO SPRINGS (1969)
 FM0777
 FM0777                         *CURRENT SURVEY CONTROL
 FM0777  ___________________________________________________________________
 FM0777* NAD 83(1986)-  35 38 08.     (N)    103 44 07.     (W)     SCALED    
 FM0777* NAVD 88     -      1287.829  (meters)    4225.15   (feet)  ADJUSTED  
 FM0777  ___________________________________________________________________
 FM0777  GEOID HEIGHT-         -21.92  (meters)                     GEOID03
 FM0777  DYNAMIC HT  -        1286.271 (meters)    4220.04  (feet)  COMP
 FM0777  MODELED GRAV-     979,378.7   (mgal)                       NAVD 88
 FM0777
 FM0777  VERT ORDER  -  SECOND    CLASS 0
 FM0777
 FM0777.The horizontal coordinates were scaled from a topographic map and have
 FM0777.an estimated accuracy of +/- 6 seconds.
 FM0777
 FM0777.The orthometric height was determined by differential leveling
 FM0777.and adjusted by the National Geodetic Survey in June 1991..
 FM0777
 FM0777.The geoid height was determined by GEOID03.
 FM0777
 FM0777.The dynamic height is computed by dividing the NAVD 88
 FM0777.geopotential number by the normal gravity value computed on the
 FM0777.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0777.degrees latitude (g = 980.6199 gals.).
 FM0777
 FM0777.The modeled gravity was interpolated from observed gravity values.
 FM0777
 FM0777;                    North         East    Units  Estimated Accuracy
 FM0777;SPC NM E     -   514,250.      219,170.      MT  (+/- 180 meters Scaled)
 FM0777
 FM0777                          SUPERSEDED SURVEY CONTROL
 FM0777
 FM0777  NGVD 29 (??/??/92) 1287.201  (m)         4223.09   (f) ADJ UNCH    2 0
 FM0777
 FM0777.Superseded values are not recommended for survey control.
 FM0777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0777.See file dsdata.txt to determine how the superseded data were derived.
 FM0777
 FM0777_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFV145442(NAD 83)
 FM0777_MARKER: DB = BENCH MARK DISK
 FM0777_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0777_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0777_STAMPING: C 297 1957
 FM0777_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0777+STABILITY: SURFACE MOTION
 FM0777
 FM0777  HISTORY     - Date     Condition        Report By
 FM0777  HISTORY     - 1957     MONUMENTED       CGS
 FM0777
 FM0777                          STATION DESCRIPTION
 FM0777
 FM0777'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FM0777'22.5 MI SE FROM MOSQUERO.
 FM0777'ABOUT 22.5 MILES SOUTHEAST ALONG STATE HIGHWAY 39 FROM THE CITY WATER
 FM0777'TANK AT MOSQUERO, IN SECTION 10, T. 16 N., R. 30 E., 72 FEET
 FM0777'WEST-SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 38 FEET NORTHWEST OF
 FM0777'A T FENCE CORNER, 137 FEET NORTHWEST OF A 24-INCH PIPE CULVERT, 2 FEET
 FM0777'NORTHEAST OF THE FENCE LINE, 2 FEET SOUTHEAST OF A WHITE WOODEN
 FM0777'WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND IN THE TOP OF A
 FM0777'CONCRETE POST WHICH PROJECTS 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0426 ***********************************************************************
 FO0426  DESIGNATION -  C 298
 FO0426  PID         -  FO0426
 FO0426  STATE/COUNTY-  NM/SANDOVAL
 FO0426  USGS QUAD   -  SAN YSIDRO (1969)
 FO0426
 FO0426                         *CURRENT SURVEY CONTROL
 FO0426  ___________________________________________________________________
 FO0426* NAD 83(1986)-  35 32 45.     (N)    106 46 48.     (W)     SCALED    
 FO0426* NAVD 88     -      1664.374  (meters)    5460.53   (feet)  ADJUSTED  
 FO0426  ___________________________________________________________________
 FO0426  GEOID HEIGHT-         -20.38  (meters)                     GEOID03
 FO0426  DYNAMIC HT  -        1662.158 (meters)    5453.26  (feet)  COMP
 FO0426  MODELED GRAV-     979,243.7   (mgal)                       NAVD 88
 FO0426
 FO0426  VERT ORDER  -  SECOND    CLASS 0
 FO0426
 FO0426.The horizontal coordinates were scaled from a topographic map and have
 FO0426.an estimated accuracy of +/- 6 seconds.
 FO0426
 FO0426.The orthometric height was determined by differential leveling
 FO0426.and adjusted by the National Geodetic Survey in June 1991..
 FO0426
 FO0426.The geoid height was determined by GEOID03.
 FO0426
 FO0426.The dynamic height is computed by dividing the NAVD 88
 FO0426.geopotential number by the normal gravity value computed on the
 FO0426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0426.degrees latitude (g = 980.6199 gals.).
 FO0426
 FO0426.The modeled gravity was interpolated from observed gravity values.
 FO0426
 FO0426;                    North         East    Units  Estimated Accuracy
 FO0426;SPC NM C     -   504,260.      451,950.      MT  (+/- 180 meters Scaled)
 FO0426
 FO0426                          SUPERSEDED SURVEY CONTROL
 FO0426
 FO0426  NGVD 29 (??/??/92) 1663.480  (m)         5457.60   (f) ADJ UNCH    2 0
 FO0426
 FO0426.Superseded values are not recommended for survey control.
 FO0426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0426.See file dsdata.txt to determine how the superseded data were derived.
 FO0426
 FO0426_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV386350(NAD 83)
 FO0426_MARKER: DB = BENCH MARK DISK
 FO0426_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FO0426_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FO0426_STAMPING: C 298 1957
 FO0426_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO0426+STABILITY: SURFACE MOTION
 FO0426
 FO0426  HISTORY     - Date     Condition        Report By
 FO0426  HISTORY     - 1957     MONUMENTED       CGS
 FO0426  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 FO0426
 FO0426                          STATION DESCRIPTION
 FO0426
 FO0426'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FO0426'0.65 MI S FROM SAN YSIDRO.
 FO0426'ABOUT 0.65 MILE SOUTH ALONG STATE HIGHWAY 44 FROM THE TRIANGLE TAVERN
 FO0426'AT SAN YSIDRO, IN T. 15 N.,R. 1 E., AND NEAR THE CENTER OF THE EAST
 FO0426'EDGE OF  S. 12, 400 FEET NORTHEAST OF THE EAST CORNER OF THE WOODEN
 FO0426'HIGHWAY BRIDGE OVER THE RIO SALADO RIVER, 45 FEET SOUTHEAST OF THE
 FO0426'CENTERLINE OF THE HIGHWAY, 2 FEET NORTHWEST OF A FENCE LINE, 2 FEET
 FO0426'NORTHEAST OF A WHITE WOODEN WITNESS POST, 2 FEET BELOW THE LEVEL OF
 FO0426'THE HIGHWAY, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT
 FO0426'ABOVE THE GROUND.
 FO0426
 FO0426                          STATION RECOVERY (1989)
 FO0426
 FO0426'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 FO0426'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0457 ***********************************************************************
 FO0457  DESIGNATION -  C 299
 FO0457  PID         -  FO0457
 FO0457  STATE/COUNTY-  NM/SANDOVAL
 FO0457  USGS QUAD   -  HOLY GHOST SPRING (1969)
 FO0457
 FO0457                         *CURRENT SURVEY CONTROL
 FO0457  ___________________________________________________________________
 FO0457* NAD 83(1986)-  35 42 43.     (N)    106 56 14.     (W)     SCALED    
 FO0457* NAVD 88     -      1933.570  (meters)    6343.72   (feet)  ADJUSTED  
 FO0457  ___________________________________________________________________
 FO0457  GEOID HEIGHT-         -19.93  (meters)                     GEOID03
 FO0457  DYNAMIC HT  -        1930.901 (meters)    6334.96  (feet)  COMP
 FO0457  MODELED GRAV-     979,184.1   (mgal)                       NAVD 88
 FO0457
 FO0457  VERT ORDER  -  SECOND    CLASS 0
 FO0457
 FO0457.The horizontal coordinates were scaled from a topographic map and have
 FO0457.an estimated accuracy of +/- 6 seconds.
 FO0457
 FO0457.The orthometric height was determined by differential leveling
 FO0457.and adjusted by the National Geodetic Survey in June 1991..
 FO0457
 FO0457.The geoid height was determined by GEOID03.
 FO0457
 FO0457.The dynamic height is computed by dividing the NAVD 88
 FO0457.geopotential number by the normal gravity value computed on the
 FO0457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0457.degrees latitude (g = 980.6199 gals.).
 FO0457
 FO0457.The modeled gravity was interpolated from observed gravity values.
 FO0457
 FO0457;                    North         East    Units  Estimated Accuracy
 FO0457;SPC NM C     -   522,770.      437,820.      MT  (+/- 180 meters Scaled)
 FO0457
 FO0457                          SUPERSEDED SURVEY CONTROL
 FO0457
 FO0457  NGVD 29 (??/??/92) 1932.558  (m)         6340.40   (f) ADJ UNCH    2 0
 FO0457
 FO0457.Superseded values are not recommended for survey control.
 FO0457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0457.See file dsdata.txt to determine how the superseded data were derived.
 FO0457
 FO0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV247537(NAD 83)
 FO0457_MARKER: DB = BENCH MARK DISK
 FO0457_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FO0457_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FO0457_STAMPING: C 299 1957
 FO0457_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO0457+STABILITY: SURFACE MOTION
 FO0457
 FO0457  HISTORY     - Date     Condition        Report By
 FO0457  HISTORY     - 1957     MONUMENTED       CGS
 FO0457  HISTORY     - 1989     GOOD             USPSQD
 FO0457
 FO0457                          STATION DESCRIPTION
 FO0457
 FO0457'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FO0457'18.25 MI NW FROM SAN YSIDRO.
 FO0457'ABOUT 18.25 MILES NORTHWEST ALONG STATE HIGHWAY 44 FROM THE TRIANGLE
 FO0457'TAVERN AT SAN YSIDRO, 170 FEET SOUTHEAST OF THE EAST-NORTHEAST END OF
 FO0457'A 24-INCH STEEL TUBE CULVERT UNDER THE HIGHWAY, 99 FEET EAST-NORTHEAST
 FO0457'OF THE CENTERLINE OF THE HIGHWAY, 47 FEET SOUTH-SOUTHEAST OF A
 FO0457'POWERLINE POLE, 2 FEET SOUTHWEST OF A FENCE LINE, 2 1/2 FEET NORTHWEST
 FO0457'OF A WHITE WOODEN WITNESS POST, 7 FEET BELOW THE LEVEL OF THE HIGHWAY,
 FO0457'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE
 FO0457'GROUND.
 FO0457
 FO0457                          STATION RECOVERY (1989)
 FO0457
 FO0457'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 FO0457'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0317 ***********************************************************************
 EO0317  DESIGNATION -  C 3
 EO0317  PID         -  EO0317
 EO0317  STATE/COUNTY-  NM/CURRY
 EO0317  USGS QUAD   -  ST VRAIN (1985)
 EO0317
 EO0317                         *CURRENT SURVEY CONTROL
 EO0317  ___________________________________________________________________
 EO0317* NAD 83(1986)-  34 24 36.     (N)    103 24 26.     (W)     SCALED    
 EO0317* NAVD 88     -      1332.029  (meters)    4370.17   (feet)  ADJUSTED  
 EO0317  ___________________________________________________________________
 EO0317  GEOID HEIGHT-         -23.25  (meters)                     GEOID03
 EO0317  DYNAMIC HT  -        1330.290 (meters)    4364.46  (feet)  COMP
 EO0317  MODELED GRAV-     979,283.0   (mgal)                       NAVD 88
 EO0317
 EO0317  VERT ORDER  -  FIRST     CLASS II
 EO0317
 EO0317.The horizontal coordinates were scaled from a topographic map and have
 EO0317.an estimated accuracy of +/- 6 seconds.
 EO0317
 EO0317.The orthometric height was determined by differential leveling
 EO0317.and adjusted by the National Geodetic Survey in June 1991..
 EO0317
 EO0317.The geoid height was determined by GEOID03.
 EO0317
 EO0317.The dynamic height is computed by dividing the NAVD 88
 EO0317.geopotential number by the normal gravity value computed on the
 EO0317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0317.degrees latitude (g = 980.6199 gals.).
 EO0317
 EO0317.The modeled gravity was interpolated from observed gravity values.
 EO0317
 EO0317;                    North         East    Units  Estimated Accuracy
 EO0317;SPC NM E     -   378,520.      250,140.      MT  (+/- 180 meters Scaled)
 EO0317
 EO0317                          SUPERSEDED SURVEY CONTROL
 EO0317
 EO0317  NGVD 29 (??/??/92) 1331.438  (m)         4368.23   (f) ADJ UNCH    1 2
 EO0317
 EO0317.Superseded values are not recommended for survey control.
 EO0317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0317.See file dsdata.txt to determine how the superseded data were derived.
 EO0317
 EO0317_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFU463087(NAD 83)
 EO0317_MARKER: DB = BENCH MARK DISK
 EO0317_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EO0317_SP_SET: ABUTMENT
 EO0317_STAMPING: C 3 1911 4368.282
 EO0317_MARK LOGO: CGS   
 EO0317_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EO0317
 EO0317  HISTORY     - Date     Condition        Report By
 EO0317  HISTORY     - 1911     MONUMENTED       CGS
 EO0317  HISTORY     - 1958     GOOD             NGS
 EO0317  HISTORY     - 1982     GOOD             NGS
 EO0317
 EO0317                          STATION DESCRIPTION
 EO0317
 EO0317'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 EO0317'11.35 MI W FROM CLOVIS.
 EO0317'ABOUT 11.35 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 EO0317'FROM THE STATION AT CLOVIS, OR ABOUT 12.75 MILES EAST ALONG THE
 EO0317'ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM THE STATION AT MELROSE, 82
 EO0317'FEET NORTHEAST OF THE 4TH TELEPHONE POLE WEST OF MILE POST 668, IN THE
 EO0317'TOP OF THE NORTH END OF THE EAST ABUTMENT OF THE OVERPASS, 6 FEET
 EO0317'NORTH OF THE NEAR RAIL OF THE MAIN TRACK, AND ABOUT 2 FEET BELOW THE
 EO0317'LEVEL OF THE TRACK.  NOTE-- C 3 1911 WAS STAMPED ON THE MARK BY THIS
 EO0317'PARTY.
 EO0317
 EO0317                          STATION RECOVERY (1982)
 EO0317
 EO0317'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 EO0317'RECOVERED IN GOOD CONDITION.  THE 1958 DESCRIPTION IS ADEQUATE EXCEPT
 EO0317'THE DISK HAS BEEN MUTILATED AND THE STAMPING IS NO LONGER LEGIBLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0687 ***********************************************************************
 GN0687  DESIGNATION -  C 30 RESET
 GN0687  PID         -  GN0687
 GN0687  STATE/COUNTY-  NM/RIO ARRIBA
 GN0687  USGS QUAD   -  LYDEN (1995)
 GN0687
 GN0687                         *CURRENT SURVEY CONTROL
 GN0687  ___________________________________________________________________
 GN0687* NAD 83(1986)-  36 07 50.     (N)    106 00 06.     (W)     SCALED    
 GN0687* NAVD 88     -      1769.94   (+/-2cm)    5806.9    (feet)  VERTCON   
 GN0687  ___________________________________________________________________
 GN0687  GEOID HEIGHT-         -18.76  (meters)                     GEOID03
 GN0687
 GN0687  VERT ORDER  -  THIRD (See Below)
 GN0687
 GN0687.The horizontal coordinates were scaled from a topographic map and have
 GN0687.an estimated accuracy of +/- 6 seconds.
 GN0687
 GN0687.The NAVD 88 height was computed by applying the VERTCON shift value to
 GN0687.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GN0687.The vertical order pertains to the NGVD 29 superseded value.
 GN0687
 GN0687.The geoid height was determined by GEOID03.
 GN0687
 GN0687;                    North         East    Units  Estimated Accuracy
 GN0687;SPC NM C     -   569,030.      522,350.      MT  (+/- 180 meters Scaled)
 GN0687
 GN0687                          SUPERSEDED SURVEY CONTROL
 GN0687
 GN0687  NGVD 29 (06/15/00) 1768.90   (m)         5803.5    (f) RESET       3  
 GN0687
 GN0687.Superseded values are not recommended for survey control.
 GN0687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0687.See file dsdata.txt to determine how the superseded data were derived.
 GN0687
 GN0687_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV098988(NAD 83)
 GN0687_MARKER: DV = VERTICAL CONTROL DISK
 GN0687_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GN0687_SP_SET: HEADWALL
 GN0687_STAMPING: C 30 RESET 1985
 GN0687_MARK LOGO: NGS   
 GN0687_MAGNETIC: N = NO MAGNETIC MATERIAL
 GN0687_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GN0687+STABILITY: SURFACE MOTION
 GN0687
 GN0687  HISTORY     - Date     Condition        Report By
 GN0687  HISTORY     - 1985     MONUMENTED       NGS
 GN0687  HISTORY     - 19940530 GOOD             NGS
 GN0687
 GN0687                          STATION DESCRIPTION
 GN0687
 GN0687'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 GN0687'ABOUT 2.5 MI (4.0 KM) SOUTHWEST ALONG STATE HIGHWAY 68 FROM VELARDE,
 GN0687'AT A 9-FOOT CULVERT IN THE CENTER, 56 FT (17.1 M) NORTHWEST OF THE
 GN0687'EASTERN RIGHT-OF-WAY FENCE, 43 FT (13.1 M) SOUTHEAST OF THE
 GN0687'CENTERLINE OF THE HIGHWAY.
 GN0687
 GN0687                          STATION RECOVERY (1994)
 GN0687
 GN0687'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (DW)
 GN0687'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0292 ***********************************************************************
 GM0292  DESIGNATION -  C 302
 GM0292  PID         -  GM0292
 GM0292  STATE/COUNTY-  NM/COLFAX
 GM0292  USGS QUAD   -  EAGLE NEST (1995)
 GM0292
 GM0292                         *CURRENT SURVEY CONTROL
 GM0292  ___________________________________________________________________
 GM0292* NAD 83(1986)-  36 35 22.     (N)    105 16 07.     (W)     SCALED    
 GM0292* NAVD 88     -      2542.750  (meters)    8342.34   (feet)  ADJUSTED  
 GM0292  ___________________________________________________________________
 GM0292  GEOID HEIGHT-         -16.56  (meters)                     GEOID03
 GM0292  DYNAMIC HT  -        2539.142 (meters)    8330.50  (feet)  COMP
 GM0292  MODELED GRAV-     979,120.9   (mgal)                       NAVD 88
 GM0292
 GM0292  VERT ORDER  -  SECOND    CLASS 0
 GM0292
 GM0292.The horizontal coordinates were scaled from a topographic map and have
 GM0292.an estimated accuracy of +/- 6 seconds.
 GM0292
 GM0292.The orthometric height was determined by differential leveling
 GM0292.and adjusted by the National Geodetic Survey in June 1991..
 GM0292
 GM0292.The geoid height was determined by GEOID03.
 GM0292
 GM0292.The dynamic height is computed by dividing the NAVD 88
 GM0292.geopotential number by the normal gravity value computed on the
 GM0292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GM0292.degrees latitude (g = 980.6199 gals.).
 GM0292
 GM0292.The modeled gravity was interpolated from observed gravity values.
 GM0292
 GM0292;                    North         East    Units  Estimated Accuracy
 GM0292;SPC NM E     -   620,330.       81,310.      MT  (+/- 180 meters Scaled)
 GM0292
 GM0292                          SUPERSEDED SURVEY CONTROL
 GM0292
 GM0292  NGVD 29 (??/??/92) 2541.509  (m)         8338.27   (f) ADJ UNCH    2 0
 GM0292
 GM0292.Superseded values are not recommended for survey control.
 GM0292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0292.See file dsdata.txt to determine how the superseded data were derived.
 GM0292
 GM0292_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDA759493(NAD 83)
 GM0292_MARKER: DB = BENCH MARK DISK
 GM0292_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GM0292_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GM0292_STAMPING: C 302 1957
 GM0292_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GM0292+STABILITY: SURFACE MOTION
 GM0292
 GM0292  HISTORY     - Date     Condition        Report By
 GM0292  HISTORY     - 1957     MONUMENTED       CGS
 GM0292  HISTORY     - 1963     GOOD             USGS
 GM0292
 GM0292                          STATION DESCRIPTION
 GM0292
 GM0292'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 GM0292'1.85 MI N FROM EAGLE NEST.
 GM0292'EAGLE NEST, 1.85 MILES NORTH OF THENCE WEST ACROSS A CATTLEGUARD JUST
 GM0292'NORTHWEST OF BM B 302, 0.75 MILE NORTH FROM THE CATTLEGUARD VIA THE
 GM0292'OLD HWY 38, 240 FEET NORTHEAST OF THE JUNCTION OF A RANCH ROAD WEST,
 GM0292'AT A JOG IN THE EAST RIGHT-OF-WAY, 162 FEET SOUTH-SOUTHEAST OF A POWER
 GM0292'POLE, 9 FEET SOUTHWEST OF A CORNER FENCE POST, 3 FEET EAST OF A WHITE
 GM0292'WOODEN WHITE POST (WITNESS), 1 FOOT ABOVE THE LEVEL OF THE OLD ROAD
 GM0292'AND IN THE TOP OF A CONCRETE POST WHICH PROJECTS 6 INCHES ABOVE GRD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0348 ***********************************************************************
 GM0348  DESIGNATION -  C 303
 GM0348  PID         -  GM0348
 GM0348  STATE/COUNTY-  NM/COLFAX
 GM0348  USGS QUAD   -  AGUA FRIA PEAK (1994)
 GM0348
 GM0348                         *CURRENT SURVEY CONTROL
 GM0348  ___________________________________________________________________
 GM0348* NAD 83(1986)-  36 16 46.     (N)    105 14 57.     (W)     SCALED    
 GM0348* NAVD 88     -      2616.034  (meters)    8582.77   (feet)  ADJUSTED  
 GM0348  ___________________________________________________________________
 GM0348  GEOID HEIGHT-         -17.09  (meters)                     GEOID03
 GM0348  DYNAMIC HT  -        2612.184 (meters)    8570.14  (feet)  COMP
 GM0348  MODELED GRAV-     979,065.8   (mgal)                       NAVD 88
 GM0348
 GM0348  VERT ORDER  -  SECOND    CLASS 0
 GM0348
 GM0348.The horizontal coordinates were scaled from a topographic map and have
 GM0348.an estimated accuracy of +/- 6 seconds.
 GM0348
 GM0348.The orthometric height was determined by differential leveling
 GM0348.and adjusted by the National Geodetic Survey in June 1991..
 GM0348
 GM0348.The geoid height was determined by GEOID03.
 GM0348
 GM0348.The dynamic height is computed by dividing the NAVD 88
 GM0348.geopotential number by the normal gravity value computed on the
 GM0348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GM0348.degrees latitude (g = 980.6199 gals.).
 GM0348
 GM0348.The modeled gravity was interpolated from observed gravity values.
 GM0348
 GM0348;                    North         East    Units  Estimated Accuracy
 GM0348;SPC NM E     -   585,910.       82,720.      MT  (+/- 180 meters Scaled)
 GM0348
 GM0348                          SUPERSEDED SURVEY CONTROL
 GM0348
 GM0348  NGVD 29 (??/??/92) 2614.734  (m)         8578.51   (f) ADJ UNCH    2 0
 GM0348
 GM0348.Superseded values are not recommended for survey control.
 GM0348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0348.See file dsdata.txt to determine how the superseded data were derived.
 GM0348
 GM0348_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDA776149(NAD 83)
 GM0348_MARKER: DB = BENCH MARK DISK
 GM0348_SETTING: 66 = SET IN ROCK OUTCROP
 GM0348_SP_SET: OUTCROP
 GM0348_STAMPING: C 303 1957
 GM0348_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GM0348+STABILITY: POSITION/ELEVATION WELL
 GM0348
 GM0348  HISTORY     - Date     Condition        Report By
 GM0348  HISTORY     - 1957     MONUMENTED       CGS
 GM0348
 GM0348                          STATION DESCRIPTION
 GM0348
 GM0348'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GM0348'21.85 MI S FROM EAGLE NEST.
 GM0348'ABOUT 21.85 MILES SOUTH ALONG STATE HIGHWAY 38 FROM THE POST OFFICE AT
 GM0348'EAGLE NEST, IN SECTION 28, T.24 N., R.16 E., 78 FEET NORTHEAST OF THE
 GM0348'CENTER LINE OF THE HIGHWAY, 39 FEET NORTH OF THE CENTER OF A SMALL
 GM0348'IRRIGATION DITCH, ABOUT 15 FEET ABOVE THE HIGHWAY AND IN THE TOP OF AN
 GM0348'OUTCROP THAT PROJECTS 1.3 FEET ON ITS SOUTH SIDE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0462 ***********************************************************************
 CW0462  DESIGNATION -  C 306
 CW0462  PID         -  CW0462
 CW0462  STATE/COUNTY-  NM/OTERO
 CW0462  USGS QUAD   -  ALAMOGORDO SOUTH (1981)
 CW0462
 CW0462                         *CURRENT SURVEY CONTROL
 CW0462  ___________________________________________________________________
 CW0462* NAD 83(1986)-  32 50 26.     (N)    105 59 37.     (W)     SCALED    
 CW0462* NAVD 88     -      1268.471  (meters)    4161.64   (feet)  ADJUSTED  
 CW0462  ___________________________________________________________________
 CW0462  GEOID HEIGHT-         -22.35  (meters)                     GEOID03
 CW0462  DYNAMIC HT  -        1266.595 (meters)    4155.49  (feet)  COMP
 CW0462  MODELED GRAV-     979,115.8   (mgal)                       NAVD 88
 CW0462
 CW0462  VERT ORDER  -  FIRST     CLASS II
 CW0462
 CW0462.This mark is at Alamogordo-White Sands Regional Airport (ALM)
 CW0462
 CW0462.The horizontal coordinates were scaled from a topographic map and have
 CW0462.an estimated accuracy of +/- 6 seconds.
 CW0462
 CW0462.The orthometric height was determined by differential leveling
 CW0462.and adjusted by the National Geodetic Survey in June 1991..
 CW0462.WARNING-Repeat measurements at this control monument indicate possible
 CW0462.vertical movement.
 CW0462
 CW0462.The geoid height was determined by GEOID03.
 CW0462
 CW0462.The dynamic height is computed by dividing the NAVD 88
 CW0462.geopotential number by the normal gravity value computed on the
 CW0462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0462.degrees latitude (g = 980.6199 gals.).
 CW0462
 CW0462.The modeled gravity was interpolated from observed gravity values.
 CW0462
 CW0462;                    North         East    Units  Estimated Accuracy
 CW0462;SPC NM C     -   204,100.      524,000.      MT  (+/- 180 meters Scaled)
 CW0462
 CW0462                          SUPERSEDED SURVEY CONTROL
 CW0462
 CW0462.No superseded survey control is available for this station.
 CW0462
 CW0462_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDS070340(NAD 83)
 CW0462_MARKER: DB = BENCH MARK DISK
 CW0462_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CW0462_SP_SET: ANCHOR
 CW0462_STAMPING: C 306 1962
 CW0462_MARK LOGO: CGS   
 CW0462_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CW0462_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CW0462_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CW0462+SATELLITE: SATELLITE OBSERVATIONS - April 02, 2005
 CW0462
 CW0462  HISTORY     - Date     Condition        Report By
 CW0462  HISTORY     - 1962     MONUMENTED       CGS
 CW0462  HISTORY     - 1975     GOOD             USGS
 CW0462  HISTORY     - 1980     GOOD             NGS
 CW0462  HISTORY     - 1983     GOOD             DOD
 CW0462  HISTORY     - 19871114 GOOD             NGS
 CW0462  HISTORY     - 19960605 GOOD             CHANCE
 CW0462  HISTORY     - 20030624 GOOD             NGS
 CW0462  HISTORY     - 20050402 GOOD             USPSQD
 CW0462
 CW0462                          STATION DESCRIPTION
 CW0462
 CW0462'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 CW0462'IN ALAMOGORDO MUNI AIRPORT.
 CW0462'AT ALAMOGORDO MUNICIPAL AIRPORT, 100 FT. NE OF THE N CORNER OF THE
 CW0462'ADMINISTRATION AND TERMINAL BUILDING.  SET IN A DRILL HOLE IN THE TOP
 CW0462'OF THE CONCRETE ANCHOR THAT SUPPORTS THE SOUTH LEG OF THE AIRPORT
 CW0462'BEACON.  A STANDARD DISK, STAMPED-- C 306 1962.
 CW0462
 CW0462                          STATION RECOVERY (1975)
 CW0462
 CW0462'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 CW0462'RECOVERED IN GOOD CONDITION.
 CW0462
 CW0462                          STATION RECOVERY (1980)
 CW0462
 CW0462'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CW0462'2.9 KM (1.8 MI) SOUTHERLY ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 CW0462'STATION IN ALAMOGORDO, THENCE 3.5 KM (2.2 MI) SOUTHWEST
 CW0462'ALONG U.S. HIGHWAYS 70 AND 82, THENCE 2.4 KM (1.5 MI) SOUTH AND
 CW0462'SOUTHEAST ALONG A PAVED ROAD LEADING TO THE ALAMOGORDO MUNICIPAL
 CW0462'AIRPORT, IN THE TOP CENTER OF THE SOUTHEAST CONCRETE
 CW0462'BASE OF THE AIRPORT BEACON TOWER, 30.5 METERS (100.0 FT) NORTHEAST
 CW0462'OF THE NORTH CORNER OF THE ADMINISTRATION AND TERMINAL BUILDING, 1.5
 CW0462'METERS (5.0 FT) EAST OF A CHAIN LINK FENCE AND 0.2 METERS (0.5 FT)
 CW0462'SOUTHEAST OF THE SOUTHEAST LEG OF THE TOWER.
 CW0462'THE MARK IS 0.2 METERS  SE FROM A WITNESS POST.
 CW0462'THE MARK IS ABOVE LEVEL WITH THE GROUND.
 CW0462
 CW0462                          STATION RECOVERY (1983)
 CW0462
 CW0462'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1983
 CW0462'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  LOCATED
 CW0462'APPROXIMATELY 9.7 KM (6 MILES) SOUTHWEST OF ALAMOGORDO, NEW MEXICO, IN
 CW0462'THE ALAMOGORDO WHITE SANDS REGIONAL AIRPORT BUILDING (BUILT IN 1959).
 CW0462'TO REACH THE MARK FROM THE INTERSECTION OF 10TH STREET AND WHITE SANDS
 CW0462'BLVD IN ALAMOGORDO, GO SOUTH ON WHITE SANDS BLVD (US 70 AND 82) FOR
 CW0462'6.4 KM (4.0 MI) TO AIRPORT ROAD.  TURN SOUTH (LEFT) FOR 2.4 KM
 CW0462'(1.5 MI) TO AIRPORT TERMINAL BUILDING AND PARKING LOT.  THE MARK IS
 CW0462'30.5 METERS (100 FT) NORTHEAST OF THE CORNER OF THE ADMINISTRATION AND
 CW0462'TERMINAL BUILDING, APPROXIMATELY 1.5 METERS (5 FT) SOUTHEAST OF A
 CW0462'CHAIN LINK FENCE RUNNING SOUTHWEST AND NORTHEAST, 1.8 METERS (6 FT)
 CW0462'EAST OF CENTERLINE OF FREE STANDING WEATHER STATION AND APPROXIMATELY
 CW0462'17.4 METERS (57 FT) WEST OF THE WEST CORNER OF AIRPORT FIRE STATION,
 CW0462'SET IN A CONCRETE ANCHOR THAT SUPPORTS THE SOUTH LEG OF THE AIRPORT
 CW0462'BEACON.  IT IS A STANDARD USCGS BENCH MARK DISK SET FLUSH IN THE
 CW0462'CONCRETE PIER.
 CW0462
 CW0462                          STATION RECOVERY (1987)
 CW0462
 CW0462'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (DW)
 CW0462'ANOTHER ALIAS IS ALAMOGORDO C306. STATION IS AT THE ALAMOGORDO - WHITE
 CW0462'SANDS REGIONAL AIRPORT AND 4.8 MI (7.7 KM) SOUTHWEST OF THE ALAMOGORDO
 CW0462'POST OFFICE.  TO ACCESS FROM THE INTERSECTION OF ROUTES US 54, 70 AND
 CW0462'82, GO WEST SOUTHWEST ON ROUTE US 70/82.  GO 1.8 MI (2.9 KM) AND TURN
 CW0462'SOUTH ONTO AIRPORT ROAD.  GO 1.5 MI (2.4 KM) TO TERMINAL BUILDING.
 CW0462'STATION IS ABOUT 100 FT (30.5 M) NORTHEAST OF EAST CORNER OF TERMINAL/
 CW0462'ADMINISTRATION BUILDING, 5 FT (1.5 M) SE OF CHAIN LINK FENCE WHICH
 CW0462'TRENDS SW-NE, 57 FT (17.4 M) WEST OF WEST CORNER OF AIRPORT FIRE
 CW0462'STATION, ON THE CONCRETE ANCHOR THAT SUPPORTS THE SOUTH LEG OF THE
 CW0462'AIRPORT BEACON, OVER THE DISK CEMENTED INTO ANCHOR.
 CW0462
 CW0462                          STATION RECOVERY (1996)
 CW0462
 CW0462'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (MFY)
 CW0462'RECOVERY NOTE BY CHANCE 1996 RECOVERED AS DESCRIBED AND IN GOOD
 CW0462'CONDITION.
 CW0462
 CW0462                          STATION RECOVERY (2003)
 CW0462
 CW0462'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (DW)
 CW0462'HWY US 70 IS NO LONGER CO-DESIGNATED US 82.  STATION IS BEHIND A
 CW0462'SECURITY FENCE.
 CW0462'THIS IS GRAVITY BASE STATION 'ALAMOGORDO C 306' (NOT 'ALAMOGORDO C'),
 CW0462'DOD 0430-8, NN 642 AND GSS 119C06.
 CW0462
 CW0462                          STATION RECOVERY (2005)
 CW0462
 CW0462'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM)
 CW0462'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0369 ***********************************************************************
 CW0369  DESIGNATION -  C 308
 CW0369  PID         -  CW0369
 CW0369  STATE/COUNTY-  NM/OTERO
 CW0369  USGS QUAD   -  VAN WINKLE LAKE (1970)
 CW0369
 CW0369                         *CURRENT SURVEY CONTROL
 CW0369  ___________________________________________________________________
 CW0369* NAD 83(1986)-  32 08 27.     (N)    105 16 33.     (W)     SCALED    
 CW0369* NAVD 88     -      1280.943  (meters)    4202.56   (feet)  POSTED    
 CW0369  ___________________________________________________________________
 CW0369  GEOID HEIGHT-         -22.39  (meters)                     GEOID03
 CW0369  DYNAMIC HT  -        1279.030 (meters)    4196.28  (feet)  COMP
 CW0369  MODELED GRAV-     979,100.2   (mgal)                       NAVD 88
 CW0369
 CW0369  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 CW0369
 CW0369.The horizontal coordinates were scaled from a topographic map and have
 CW0369.an estimated accuracy of +/- 6 seconds.
 CW0369
 CW0369.The orthometric height was determined by differential leveling
 CW0369.and adjusted by the National Geodetic Survey in 1992..
 CW0369.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 CW0369.rate of 0.0 thru 1.0 mm/km.
 CW0369
 CW0369.The geoid height was determined by GEOID03.
 CW0369
 CW0369.The dynamic height is computed by dividing the NAVD 88
 CW0369.geopotential number by the normal gravity value computed on the
 CW0369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0369.degrees latitude (g = 980.6199 gals.).
 CW0369
 CW0369.The modeled gravity was interpolated from observed gravity values.
 CW0369
 CW0369;                    North         East    Units  Estimated Accuracy
 CW0369;SPC NM C     -   126,900.      591,900.      MT  (+/- 180 meters Scaled)
 CW0369
 CW0369                          SUPERSEDED SURVEY CONTROL
 CW0369
 CW0369  NGVD 29 (??/??/92) 1280.390  (m)         4200.75   (f) ADJ UNCH    2 0
 CW0369
 CW0369.Superseded values are not recommended for survey control.
 CW0369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0369.See file dsdata.txt to determine how the superseded data were derived.
 CW0369
 CW0369_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDR739560(NAD 83)
 CW0369_MARKER: DB = BENCH MARK DISK
 CW0369_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CW0369_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CW0369_STAMPING: C 308 1958
 CW0369_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CW0369+STABILITY: SURFACE MOTION
 CW0369
 CW0369  HISTORY     - Date     Condition        Report By
 CW0369  HISTORY     - 1958     MONUMENTED       CGS
 CW0369
 CW0369                          STATION DESCRIPTION
 CW0369
 CW0369'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CW0369'16.35 MI NW FROM DELL CITY, TEXAS.
 CW0369'ABOUT 3.15 MILES NORTH ALONG FARM ROAD 1437 FROM THE POST OFFICE AT
 CW0369'DELL CITY, THENCE 11.5 MILES NORTH ALONG A DIRT ROAD, THENCE 1.7 MILES
 CW0369'NORTHWEST ALONG A DIRT ROAD, 57 FEET SOUTHWEST OF THE CENTER LINE OF
 CW0369'THE ROAD, ABOUT 1.0 MILE SOUTHEAST OF A CATTLE GUARD, 3 FEET NORTHWEST
 CW0369'OF A WHITE WOODEN WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL OF THE
 CW0369'ROAD, AND IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0425 ***********************************************************************
 CW0425  DESIGNATION -  C 309
 CW0425  PID         -  CW0425
 CW0425  STATE/COUNTY-  NM/OTERO
 CW0425  USGS QUAD   -  ALAMO MOUNTAIN NE (1975)
 CW0425
 CW0425                         *CURRENT SURVEY CONTROL
 CW0425  ___________________________________________________________________
 CW0425* NAD 83(1986)-  32 10 21.     (N)    105 34 35.     (W)     SCALED    
 CW0425* NAVD 88     -      1409.943  (meters)    4625.79   (feet)  POSTED    
 CW0425  ___________________________________________________________________
 CW0425  GEOID HEIGHT-         -22.27  (meters)                     GEOID03
 CW0425  DYNAMIC HT  -        1407.800 (meters)    4618.76  (feet)  COMP
 CW0425  MODELED GRAV-     979,070.6   (mgal)                       NAVD 88
 CW0425
 CW0425  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 CW0425
 CW0425.The horizontal coordinates were scaled from a topographic map and have
 CW0425.an estimated accuracy of +/- 6 seconds.
 CW0425
 CW0425.The orthometric height was determined by differential leveling
 CW0425.and adjusted by the National Geodetic Survey in 1992..
 CW0425.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 CW0425.rate of 0.0 thru 1.0 mm/km.
 CW0425
 CW0425.The geoid height was determined by GEOID03.
 CW0425
 CW0425.The dynamic height is computed by dividing the NAVD 88
 CW0425.geopotential number by the normal gravity value computed on the
 CW0425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0425.degrees latitude (g = 980.6199 gals.).
 CW0425
 CW0425.The modeled gravity was interpolated from observed gravity values.
 CW0425
 CW0425;                    North         East    Units  Estimated Accuracy
 CW0425;SPC NM C     -   130,190.      563,530.      MT  (+/- 180 meters Scaled)
 CW0425
 CW0425                          SUPERSEDED SURVEY CONTROL
 CW0425
 CW0425  NGVD 29 (??/??/92) 1409.350  (m)         4623.84   (f) ADJ UNCH    2 0
 CW0425
 CW0425.Superseded values are not recommended for survey control.
 CW0425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0425.See file dsdata.txt to determine how the superseded data were derived.
 CW0425
 CW0425_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDR456597(NAD 83)
 CW0425_MARKER: DB = BENCH MARK DISK
 CW0425_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CW0425_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CW0425_STAMPING: C 309 1958
 CW0425_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CW0425+STABILITY: SURFACE MOTION
 CW0425
 CW0425  HISTORY     - Date     Condition        Report By
 CW0425  HISTORY     - 1958     MONUMENTED       CGS
 CW0425  HISTORY     - 1962     GOOD             PECO
 CW0425
 CW0425                          STATION DESCRIPTION
 CW0425
 CW0425'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CW0425'35.15 MI NW FROM DELL CITY, TEXAS.
 CW0425'ABOUT 3.15 MILES NORTH ALONG FARM ROAD 1437 FROM THE POST OFFICE AT
 CW0425'DELL CITY, THENCE 11.5 MILES NORTH ALONG A DIRT ROAD, THENCE 2.7 MILES
 CW0425'NORTHWEST ALONG A DIRT ROAD, THENCE 0.5 MILE SOUTHWEST ALONG A DIRT
 CW0425'ROAD, THENCE 17.3 MILES WEST ALONG A DIRT ROAD, 68 FEET SOUTHWEST OF
 CW0425'THE CENTER LINE OF THE ROAD, ABOUT 0.8 MILE SOUTHEAST OF THE COX RANCH
 CW0425'HOUSE, ABOUT 0.5 MILE SOUTHEAST OF THE INTERSECTION OF A ROAD, 2 FEET
 CW0425'NORTH OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND
 CW0425'IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 CW0425
 CW0425                          STATION RECOVERY (1962)
 CW0425
 CW0425'RECOVERY NOTE BY POHLY EXPLORATION COMPANY 1962
 CW0425'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0403 ***********************************************************************
 GM0403  DESIGNATION -  C 31
 GM0403  PID         -  GM0403
 GM0403  STATE/COUNTY-  NM/TAOS
 GM0403  USGS QUAD   -  SERVILLETA PLAZA (1995)
 GM0403
 GM0403                         *CURRENT SURVEY CONTROL
 GM0403  ___________________________________________________________________
 GM0403* NAD 83(1986)-  36 27 53.     (N)    105 54 23.     (W)     SCALED    
 GM0403* NAVD 88     -      2315.919  (meters)    7598.14   (feet)  ADJUSTED  
 GM0403  ___________________________________________________________________
 GM0403  GEOID HEIGHT-         -17.91  (meters)                     GEOID03
 GM0403  DYNAMIC HT  -        2312.670 (meters)    7587.48  (feet)  COMP
 GM0403  MODELED GRAV-     979,145.8   (mgal)                       NAVD 88
 GM0403
 GM0403  VERT ORDER  -  FIRST     CLASS II
 GM0403
 GM0403.The horizontal coordinates were scaled from a topographic map and have
 GM0403.an estimated accuracy of +/- 6 seconds.
 GM0403
 GM0403.The orthometric height was determined by differential leveling
 GM0403.and adjusted by the National Geodetic Survey in June 1991..
 GM0403.WARNING-Repeat measurements at this control monument indicate possible
 GM0403.vertical movement.
 GM0403
 GM0403.The geoid height was determined by GEOID03.
 GM0403
 GM0403.The dynamic height is computed by dividing the NAVD 88
 GM0403.geopotential number by the normal gravity value computed on the
 GM0403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GM0403.degrees latitude (g = 980.6199 gals.).
 GM0403
 GM0403.The modeled gravity was interpolated from observed gravity values.
 GM0403
 GM0403;                    North         East    Units  Estimated Accuracy
 GM0403;SPC NM C     -   606,130.      530,800.      MT  (+/- 180 meters Scaled)
 GM0403
 GM0403                          SUPERSEDED SURVEY CONTROL
 GM0403
 GM0403  NGVD 29 (??/??/92) 2314.672  (m)         7594.05   (f) ADJ UNCH    1 2
 GM0403
 GM0403.Superseded values are not recommended for survey control.
 GM0403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0403.See file dsdata.txt to determine how the superseded data were derived.
 GM0403
 GM0403_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDA187358(NAD 83)
 GM0403_MARKER: DB = BENCH MARK DISK
 GM0403_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GM0403_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GM0403_STAMPING: 7594.053 C 31 1933
 GM0403_MARK LOGO: CGS   
 GM0403_PROJECTION: PROJECTING 15 CENTIMETERS
 GM0403_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GM0403+STABILITY: SURFACE MOTION
 GM0403
 GM0403  HISTORY     - Date     Condition        Report By
 GM0403  HISTORY     - 1933     MONUMENTED       CGS
 GM0403  HISTORY     - 1959     GOOD             USGS
 GM0403  HISTORY     - 1984     GOOD             NGS
 GM0403
 GM0403                          STATION DESCRIPTION
 GM0403
 GM0403'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 GM0403'7.5 MI N FROM TAOS JUNCTION.
 GM0403'7.5 MILES NORTH ALONG RR FROM TAOS JUNCTION.  ABOUT 18.9 MILES NORTH
 GM0403'ALONG U. S. HWY. 285 FROM THE CHURCH AT OJO CALIENTE, THENCE 0.1 MI.
 GM0403'EAST ALONG A TRACK RD.  440 FT. SOUTH OF RD.  15 FT. EAST OF A
 GM0403'DISMANTLED RAILROAD BED.  A STD. DISK STAMPED 7594.053 C 31 1933 AND
 GM0403'SET IN THE TOP OF A CONCRETE POST.  NOTE-- RAILROAD DISMANTLED, TAOS
 GM0403'JUNCTION NO LONGER EXISTS.
 GM0403
 GM0403                          STATION RECOVERY (1984)
 GM0403
 GM0403'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GM0403'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  11.6 KM
 GM0403'(7.2 MI) NORTHERLY ALONG U.S. HIGHWAY 285 FROM ITS JUNCTION WITH STATE
 GM0403'HIGHWAY 96 IN TAOS JUNCTION, THENCE 0.2 KM (0.1 MI) EAST ALONG A DIRT
 GM0403'ROAD, THENCE 0.2 KM (0.1 MI) SOUTH ALONG A DIRT ROAD, 135.0 M
 GM0403'(442.9 FT) SOUTH OF THE CENTER OF THE DIRT ROAD LEADING EAST, 63.0 M
 GM0403'(206.7 FT) EAST OF THE CENTER OF THE ROAD, AND 4.6 M (15.1 FT) EAST OF
 GM0403'THE CENTER OF AN OLD RAILROAD BED.
 GM0403'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 GM0403'THE MARK IS 0.3 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0360 ***********************************************************************
 CV0360  DESIGNATION -  C 310
 CV0360  PID         -  CV0360
 CV0360  STATE/COUNTY-  NM/LEA
 CV0360  USGS QUAD   -  JAL (1979)
 CV0360
 CV0360                         *CURRENT SURVEY CONTROL
 CV0360  ___________________________________________________________________
 CV0360* NAD 83(1986)-  32 07 22.     (N)    103 10 35.     (W)     SCALED    
 CV0360* NAVD 88     -       939.698  (meters)    3082.99   (feet)  ADJUSTED  
 CV0360  ___________________________________________________________________
 CV0360  GEOID HEIGHT-         -23.49  (meters)                     GEOID03
 CV0360  DYNAMIC HT  -         938.380 (meters)    3078.67  (feet)  COMP
 CV0360  MODELED GRAV-     979,205.2   (mgal)                       NAVD 88
 CV0360
 CV0360  VERT ORDER  -  SECOND    CLASS 0
 CV0360
 CV0360.The horizontal coordinates were scaled from a topographic map and have
 CV0360.an estimated accuracy of +/- 6 seconds.
 CV0360
 CV0360.The orthometric height was determined by differential leveling
 CV0360.and adjusted by the National Geodetic Survey in June 1991..
 CV0360
 CV0360.The geoid height was determined by GEOID03.
 CV0360
 CV0360.The dynamic height is computed by dividing the NAVD 88
 CV0360.geopotential number by the normal gravity value computed on the
 CV0360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0360.degrees latitude (g = 980.6199 gals.).
 CV0360
 CV0360.The modeled gravity was interpolated from observed gravity values.
 CV0360
 CV0360;                    North         East    Units  Estimated Accuracy
 CV0360;SPC NM E     -   125,070.      274,170.      MT  (+/- 180 meters Scaled)
 CV0360
 CV0360                          SUPERSEDED SURVEY CONTROL
 CV0360
 CV0360  NGVD 29 (??/??/92)  939.289  (m)         3081.65   (f) ADJ UNCH    2 0
 CV0360
 CV0360.Superseded values are not recommended for survey control.
 CV0360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0360.See file dsdata.txt to determine how the superseded data were derived.
 CV0360
 CV0360_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFR720555(NAD 83)
 CV0360_MARKER: DB = BENCH MARK DISK
 CV0360_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0360_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CV0360_STAMPING: C 310 1958
 CV0360_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CV0360+STABILITY: SURFACE MOTION
 CV0360
 CV0360  HISTORY     - Date     Condition        Report By
 CV0360  HISTORY     - 1958     MONUMENTED       CGS
 CV0360  HISTORY     - 1970     MARK NOT FOUND   USGS
 CV0360
 CV0360                          STATION DESCRIPTION
 CV0360
 CV0360'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CV0360'1.5 MI NE FROM JAL.
 CV0360'ABOUT 0.7 MILE NORTH ALONG THE TEXAS-NEW MEXICO RAILWAY FROM THE
 CV0360'STATION AT JAL, THENCE 0.8 MILE EAST ALONG STATE HIGHWAY 128, 50 FEET
 CV0360'SOUTH OF THE CENTER LINE OF THE HIGHWAY, 139 FEET NORTH OF A POWER
 CV0360'POLE, IN LINE WITH A ROW OF POWER POLES, 1 FOOT NORTH OF THE SOUTH
 CV0360'RIGHT OF WAY FENCE, 2 FEET EAST OF A WHITE WOODEN WITNESS POST, AND IN
 CV0360'THE TOP OF A CONCRETE POST PROJECTING 8 INCHES.
 CV0360
 CV0360                          STATION RECOVERY (1970)
 CV0360
 CV0360'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 CV0360'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0353 ***********************************************************************
 CV0353  DESIGNATION -  C 311
 CV0353  PID         -  CV0353
 CV0353  STATE/COUNTY-  NM/LEA
 CV0353  USGS QUAD   -  JAL (1979)
 CV0353
 CV0353                         *CURRENT SURVEY CONTROL
 CV0353  ___________________________________________________________________
 CV0353* NAD 83(1986)-  32 04 12.     (N)    103 12 23.     (W)     SCALED    
 CV0353* NAVD 88     -       904.924  (meters)    2968.90   (feet)  ADJUSTED  
 CV0353  ___________________________________________________________________
 CV0353  GEOID HEIGHT-         -23.81  (meters)                     GEOID03
 CV0353  DYNAMIC HT  -         903.646 (meters)    2964.71  (feet)  COMP
 CV0353  MODELED GRAV-     979,196.6   (mgal)                       NAVD 88
 CV0353
 CV0353  VERT ORDER  -  SECOND    CLASS 0
 CV0353
 CV0353.The horizontal coordinates were scaled from a topographic map and have
 CV0353.an estimated accuracy of +/- 6 seconds.
 CV0353
 CV0353.The orthometric height was determined by differential leveling
 CV0353.and adjusted by the National Geodetic Survey in June 1991..
 CV0353
 CV0353.The geoid height was determined by GEOID03.
 CV0353
 CV0353.The dynamic height is computed by dividing the NAVD 88
 CV0353.geopotential number by the normal gravity value computed on the
 CV0353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0353.degrees latitude (g = 980.6199 gals.).
 CV0353
 CV0353.The modeled gravity was interpolated from observed gravity values.
 CV0353
 CV0353;                    North         East    Units  Estimated Accuracy
 CV0353;SPC NM E     -   119,190.      271,400.      MT  (+/- 180 meters Scaled)
 CV0353
 CV0353                          SUPERSEDED SURVEY CONTROL
 CV0353
 CV0353  NGVD 29 (??/??/92)  904.510  (m)         2967.55   (f) ADJ UNCH    2 0
 CV0353
 CV0353.Superseded values are not recommended for survey control.
 CV0353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0353.See file dsdata.txt to determine how the superseded data were derived.
 CV0353
 CV0353_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFR692496(NAD 83)
 CV0353_MARKER: DB = BENCH MARK DISK
 CV0353_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0353_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CV0353_STAMPING: C 311 1958
 CV0353_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CV0353+STABILITY: SURFACE MOTION
 CV0353
 CV0353  HISTORY     - Date     Condition        Report By
 CV0353  HISTORY     - 1958     MONUMENTED       CGS
 CV0353
 CV0353                          STATION DESCRIPTION
 CV0353
 CV0353'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CV0353'2.9 MI S FROM JAL.
 CV0353'ABOUT 0.4 MILE SOUTHWEST ALONG EL PASO DRIVE FROM THE TEXAS-NEW MEXICO
 CV0353'RAILWAY STATION AT JAL, THENCE 2.5 MILES SOUTH ALONG A PAVED ROAD, 68
 CV0353'FEET EAST-SOUTHEAST OF THE CENTER LINE OF THE ROAD, ABOUT 0.4 MILE
 CV0353'NORTH OF THE EL PASO NATURAL GAS COMPANY JAL NUMBER 1 PLANT, 324 FEET
 CV0353'SOUTH OF THE CENTER OF THE JUNCTION OF A PAVED ROAD LEADING
 CV0353'SOUTH-SOUTHEAST, 117 FEET WEST-SOUTHWEST OF THE CENTER LINE OF A ROAD,
 CV0353'100 FEET SOUTHWEST OF A POWER POLE, 2 1/2 FEET SOUTH OF A WHITE WOODEN
 CV0353'WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD, AND IN THE TOP
 CV0353'OF A CONCRETE POST PROJECTING 9 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0537 ***********************************************************************
 CW0537  DESIGNATION -  C 312
 CW0537  PID         -  CW0537
 CW0537  STATE/COUNTY-  NM/OTERO
 CW0537  USGS QUAD   -  SACRAMENTO (1974)
 CW0537
 CW0537                         *CURRENT SURVEY CONTROL
 CW0537  ___________________________________________________________________
 CW0537* NAD 83(1986)-  32 48 32.     (N)    105 32 07.     (W)     SCALED    
 CW0537* NAVD 88     -      2168.160  (meters)    7113.37   (feet)  ADJUSTED  
 CW0537  ___________________________________________________________________
 CW0537  GEOID HEIGHT-         -20.13  (meters)                     GEOID03
 CW0537  DYNAMIC HT  -        2164.673 (meters)    7101.93  (feet)  COMP
 CW0537  MODELED GRAV-     978,950.7   (mgal)                       NAVD 88
 CW0537
 CW0537  VERT ORDER  -  SECOND    CLASS 0
 CW0537
 CW0537.The horizontal coordinates were scaled from a topographic map and have
 CW0537.an estimated accuracy of +/- 6 seconds.
 CW0537
 CW0537.The orthometric height was determined by differential leveling
 CW0537.and adjusted by the National Geodetic Survey in June 1991..
 CW0537
 CW0537.The geoid height was determined by GEOID03.
 CW0537
 CW0537.The dynamic height is computed by dividing the NAVD 88
 CW0537.geopotential number by the normal gravity value computed on the
 CW0537.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0537.degrees latitude (g = 980.6199 gals.).
 CW0537
 CW0537.The modeled gravity was interpolated from observed gravity values.
 CW0537
 CW0537;                    North         East    Units  Estimated Accuracy
 CW0537;SPC NM C     -   200,790.      566,930.      MT  (+/- 180 meters Scaled)
 CW0537
 CW0537                          SUPERSEDED SURVEY CONTROL
 CW0537
 CW0537  NGVD 29 (??/??/92) 2167.367  (m)         7110.77   (f) ADJ UNCH    2 0
 CW0537
 CW0537.Superseded values are not recommended for survey control.
 CW0537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0537.See file dsdata.txt to determine how the superseded data were derived.
 CW0537
 CW0537_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDS498302(NAD 83)
 CW0537_MARKER: DB = BENCH MARK DISK
 CW0537_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CW0537_SP_SET: CULVERT
 CW0537_STAMPING: C 312 1958
 CW0537_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CW0537
 CW0537  HISTORY     - Date     Condition        Report By
 CW0537  HISTORY     - 1958     MONUMENTED       CGS
 CW0537
 CW0537                          STATION DESCRIPTION
 CW0537
 CW0537'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CW0537'1.25 MI W FROM WEED.
 CW0537'ABOUT 0.15 MILE NORTH ALONG A DIRT ROAD FROM THE POST OFFICE AT WEED,
 CW0537'THENCE 1.1 MILES WEST ALONG A WINDING DIRT ROAD, 19 FEET NORTH OF THE
 CW0537'CENTER LINE OF THE ROAD, IN THE TOP OF THE CENTER OF THE NORTH
 CW0537'CONCRETE HEAD WALL OF A 3X6-FOOT CULVERT, AND ABOUT 1 FOOT ABOVE THE
 CW0537'LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0388 ***********************************************************************
 CW0388  DESIGNATION -  C 313
 CW0388  PID         -  CW0388
 CW0388  STATE/COUNTY-  NM/OTERO
 CW0388  USGS QUAD   -  OTERO MESA NORTH (1980)
 CW0388
 CW0388                         *CURRENT SURVEY CONTROL
 CW0388  ___________________________________________________________________
 CW0388* NAD 83(1986)-  32 29 15.     (N)    105 46 44.     (W)     SCALED    
 CW0388* NAVD 88     -      1525.154  (meters)    5003.78   (feet)  POSTED    
 CW0388  ___________________________________________________________________
 CW0388  GEOID HEIGHT-         -21.85  (meters)                     GEOID03
 CW0388  DYNAMIC HT  -        1522.840 (meters)    4996.18  (feet)  COMP
 CW0388  MODELED GRAV-     979,069.3   (mgal)                       NAVD 88
 CW0388
 CW0388  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 CW0388
 CW0388.The horizontal coordinates were scaled from a topographic map and have
 CW0388.an estimated accuracy of +/- 6 seconds.
 CW0388
 CW0388.The orthometric height was determined by differential leveling
 CW0388.and adjusted by the National Geodetic Survey in 1992..
 CW0388.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 CW0388.rate of 0.0 thru 1.0 mm/km.
 CW0388
 CW0388.The geoid height was determined by GEOID03.
 CW0388
 CW0388.The dynamic height is computed by dividing the NAVD 88
 CW0388.geopotential number by the normal gravity value computed on the
 CW0388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0388.degrees latitude (g = 980.6199 gals.).
 CW0388
 CW0388.The modeled gravity was interpolated from observed gravity values.
 CW0388
 CW0388;                    North         East    Units  Estimated Accuracy
 CW0388;SPC NM C     -   165,020.      544,280.      MT  (+/- 180 meters Scaled)
 CW0388
 CW0388                          SUPERSEDED SURVEY CONTROL
 CW0388
 CW0388  NGVD 29 (??/??/92) 1524.517  (m)         5001.69   (f) ADJ UNCH    2 0
 CW0388
 CW0388.Superseded values are not recommended for survey control.
 CW0388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0388.See file dsdata.txt to determine how the superseded data were derived.
 CW0388
 CW0388_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDR268947(NAD 83)
 CW0388_MARKER: DB = BENCH MARK DISK
 CW0388_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CW0388_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CW0388_STAMPING: C 313 1958
 CW0388_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CW0388+STABILITY: SURFACE MOTION
 CW0388
 CW0388  HISTORY     - Date     Condition        Report By
 CW0388  HISTORY     - 1958     MONUMENTED       CGS
 CW0388
 CW0388                          STATION DESCRIPTION
 CW0388
 CW0388'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CW0388'27.05 MI NE FROM OROGRANDE.
 CW0388'ABOUT 11.4 MILES NORTH ALONG U. S. HIGHWAY 54 FROM THE POST OFFICE AT
 CW0388'OROGRANDE, THENCE 15.65 MILES EAST ALONG A DIRT ROAD, 44 FEET NORTH OF
 CW0388'THE CENTER LINE OF THE ROAD, 2 FEET SOUTH OF A WHITE WOODEN WITNESS
 CW0388'POST, ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD, AND IN THE TOP OF A
 CW0388'CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0332 ***********************************************************************
 CW0332  DESIGNATION -  C 314
 CW0332  PID         -  CW0332
 CW0332  STATE/COUNTY-  NM/OTERO
 CW0332  USGS QUAD   -  PINON (1965)
 CW0332
 CW0332                         *CURRENT SURVEY CONTROL
 CW0332  ___________________________________________________________________
 CW0332* NAD 83(1986)-  32 35 34.     (N)    105 26 20.     (W)     SCALED    
 CW0332* NAVD 88     -      1883.346  (meters)    6178.94   (feet)  POSTED    
 CW0332  ___________________________________________________________________
 CW0332  GEOID HEIGHT-         -20.83  (meters)                     GEOID03
 CW0332  DYNAMIC HT  -        1880.400 (meters)    6169.28  (feet)  COMP
 CW0332  MODELED GRAV-     979,005.1   (mgal)                       NAVD 88
 CW0332
 CW0332  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 CW0332
 CW0332.The horizontal coordinates were scaled from a topographic map and have
 CW0332.an estimated accuracy of +/- 6 seconds.
 CW0332
 CW0332.The orthometric height was determined by differential leveling
 CW0332.and adjusted by the National Geodetic Survey in 1992..
 CW0332.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 CW0332.rate of 1.1 thru 2.0 mm/km.
 CW0332
 CW0332.The geoid height was determined by GEOID03.
 CW0332
 CW0332.The dynamic height is computed by dividing the NAVD 88
 CW0332.geopotential number by the normal gravity value computed on the
 CW0332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0332.degrees latitude (g = 980.6199 gals.).
 CW0332
 CW0332.The modeled gravity was interpolated from observed gravity values.
 CW0332
 CW0332;                    North         East    Units  Estimated Accuracy
 CW0332;SPC NM C     -   176,890.      576,140.      MT  (+/- 180 meters Scaled)
 CW0332
 CW0332                          SUPERSEDED SURVEY CONTROL
 CW0332
 CW0332  NGVD 29 (??/??/92) 1882.633  (m)         6176.61   (f) ADJ UNCH    2 0
 CW0332
 CW0332.Superseded values are not recommended for survey control.
 CW0332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0332.See file dsdata.txt to determine how the superseded data were derived.
 CW0332
 CW0332_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDS588062(NAD 83)
 CW0332_MARKER: DB = BENCH MARK DISK
 CW0332_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CW0332_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CW0332_STAMPING: C 314 1958
 CW0332_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CW0332+STABILITY: SURFACE MOTION
 CW0332
 CW0332  HISTORY     - Date     Condition        Report By
 CW0332  HISTORY     - 1958     MONUMENTED       CGS
 CW0332
 CW0332                          STATION DESCRIPTION
 CW0332
 CW0332'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CW0332'4.0 MI SW FROM PINON.
 CW0332'ABOUT 0.65 MILE SOUTH ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 CW0332'PINON, THENCE 2.8 MILES WEST ALONG A GRAVELED ROAD, THENCE 0.55 MILE
 CW0332'SOUTH ALONG A GRAVELED ROAD, 31 FEET WEST OF THE CENTER LINE OF THE
 CW0332'ROAD, ABOUT 0.5 MILE SOUTH OF THE JUNCTION OF A ROAD LEADING WEST, 2
 CW0332'FEET EAST OF A FENCE, 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, AND
 CW0332'IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0388 ***********************************************************************
 CV0388  DESIGNATION -  C 315
 CV0388  PID         -  CV0388
 CV0388  STATE/COUNTY-  NM/EDDY
 CV0388  USGS QUAD   -  PHANTOM BANKS (1968)
 CV0388
 CV0388                         *CURRENT SURVEY CONTROL
 CV0388  ___________________________________________________________________
 CV0388* NAD 83(1986)-  32 03 53.     (N)    103 46 04.     (W)     SCALED    
 CV0388* NAVD 88     -       995.685  (meters)    3266.68   (feet)  ADJUSTED  
 CV0388  ___________________________________________________________________
 CV0388  GEOID HEIGHT-         -25.50  (meters)                     GEOID03
 CV0388  DYNAMIC HT  -         994.203 (meters)    3261.81  (feet)  COMP
 CV0388  MODELED GRAV-     979,117.6   (mgal)                       NAVD 88
 CV0388
 CV0388  VERT ORDER  -  SECOND    CLASS 0
 CV0388
 CV0388.The horizontal coordinates were scaled from a topographic map and have
 CV0388.an estimated accuracy of +/- 6 seconds.
 CV0388
 CV0388.The orthometric height was determined by differential leveling
 CV0388.and adjusted by the National Geodetic Survey in June 1991..
 CV0388
 CV0388.The geoid height was determined by GEOID03.
 CV0388
 CV0388.The dynamic height is computed by dividing the NAVD 88
 CV0388.geopotential number by the normal gravity value computed on the
 CV0388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0388.degrees latitude (g = 980.6199 gals.).
 CV0388
 CV0388.The modeled gravity was interpolated from observed gravity values.
 CV0388
 CV0388;                    North         East    Units  Estimated Accuracy
 CV0388;SPC NM E     -   118,180.      218,400.      MT  (+/- 180 meters Scaled)
 CV0388
 CV0388                          SUPERSEDED SURVEY CONTROL
 CV0388
 CV0388  NGVD 29 (??/??/92)  995.184  (m)         3265.03   (f) ADJ UNCH    2 0
 CV0388
 CV0388.Superseded values are not recommended for survey control.
 CV0388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0388.See file dsdata.txt to determine how the superseded data were derived.
 CV0388
 CV0388_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFR163482(NAD 83)
 CV0388_MARKER: DB = BENCH MARK DISK
 CV0388_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0388_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CV0388_STAMPING: C 315 1958
 CV0388_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CV0388+STABILITY: SURFACE MOTION
 CV0388
 CV0388  HISTORY     - Date     Condition        Report By
 CV0388  HISTORY     - 1958     MONUMENTED       CGS
 CV0388
 CV0388                          STATION DESCRIPTION
 CV0388
 CV0388'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CV0388'27.45 MI SE FROM MALAGA.
 CV0388'ABOUT 12.3 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 CV0388'FROM THE STATION AT MALAGA, THENCE 15.15 MILES EAST ALONG THE EL PASO
 CV0388'NATURAL GAS COMPANY PIPELINE ROAD, 76 FEET NORTH OF THE CENTER LINE OF
 CV0388'THE ROAD, ABOUT 0.6 MILE WEST OF A CATTLE GUARD, 35 FEET NORTH OF
 CV0388'TELEPHONE POLE NUMBER 5250, 2 FEET SOUTH OF A WHITE WOODEN WITNESS
 CV0388'POST, ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD, AND IN THE TOP OF A
 CV0388'CONCRETE POST PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0331 ***********************************************************************
 DR0331  DESIGNATION -  C 316
 DR0331  PID         -  DR0331
 DR0331  STATE/COUNTY-  NM/LINCOLN
 DR0331  USGS QUAD   -  HORSESHOE BEND (1988)
 DR0331
 DR0331                         *CURRENT SURVEY CONTROL
 DR0331  ___________________________________________________________________
 DR0331* NAD 83(1986)-  33 21 58.     (N)    104 56 51.     (W)     SCALED    
 DR0331* NAVD 88     -      1432.973  (meters)    4701.35   (feet)  ADJUSTED  
 DR0331  ___________________________________________________________________
 DR0331  GEOID HEIGHT-         -22.21  (meters)                     GEOID03
 DR0331  DYNAMIC HT  -        1430.920 (meters)    4694.61  (feet)  COMP
 DR0331  MODELED GRAV-     979,154.1   (mgal)                       NAVD 88
 DR0331
 DR0331  VERT ORDER  -  FIRST     CLASS II
 DR0331
 DR0331.The horizontal coordinates were scaled from a topographic map and have
 DR0331.an estimated accuracy of +/- 6 seconds.
 DR0331
 DR0331.The orthometric height was determined by differential leveling
 DR0331.and adjusted by the National Geodetic Survey in October 1996..
 DR0331
 DR0331.The geoid height was determined by GEOID03.
 DR0331
 DR0331.The dynamic height is computed by dividing the NAVD 88
 DR0331.geopotential number by the normal gravity value computed on the
 DR0331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0331.degrees latitude (g = 980.6199 gals.).
 DR0331
 DR0331.The modeled gravity was interpolated from observed gravity values.
 DR0331
 DR0331;                    North         East    Units  Estimated Accuracy
 DR0331;SPC NM C     -   263,110.      621,210.      MT  (+/- 180 meters Scaled)
 DR0331
 DR0331                          SUPERSEDED SURVEY CONTROL
 DR0331
 DR0331  NGVD 29 (??/??/92) 1432.357  (m)         4699.32   (f) ADJ UNCH    1 2
 DR0331
 DR0331.Superseded values are not recommended for survey control.
 DR0331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0331.See file dsdata.txt to determine how the superseded data were derived.
 DR0331
 DR0331_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES048918(NAD 83)
 DR0331_MARKER: DB = BENCH MARK DISK
 DR0331_SETTING: 66 = SET IN ROCK OUTCROP
 DR0331_SP_SET: BEDROCK
 DR0331_STAMPING: C 316 1961
 DR0331_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DR0331+STABILITY: POSITION/ELEVATION WELL
 DR0331
 DR0331  HISTORY     - Date     Condition        Report By
 DR0331  HISTORY     - 1961     MONUMENTED       CGS
 DR0331
 DR0331                          STATION DESCRIPTION
 DR0331
 DR0331'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 DR0331'7.7 MI E FROM RIVERSIDE.
 DR0331'7.7 MILES EAST ALONG U.S. HIGHWAYS 70 AND 380 FROM THE CHEVRON GAS
 DR0331'STATION AT RIVERSIDE, 108 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY,
 DR0331'4 FEET ABOVE THE LEVEL OF THE HIGHWAY, 1 FOOT SOUTH OF THE RIGHT OF
 DR0331'WAY FENCE AT THE EAST END OF THE SUMMIT, SET IN DRILLHOLE IN BEDROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0425 ***********************************************************************
 DR0425  DESIGNATION -  C 317
 DR0425  PID         -  DR0425
 DR0425  STATE/COUNTY-  NM/CHAVES
 DR0425  USGS QUAD   -  MARLEY DRAW (1962)
 DR0425
 DR0425                         *CURRENT SURVEY CONTROL
 DR0425  ___________________________________________________________________
 DR0425* NAD 83(1986)-  33 37 59.     (N)    104 33 09.     (W)     SCALED    
 DR0425* NAVD 88     -      1129.845  (meters)    3706.83   (feet)  ADJUSTED  
 DR0425  ___________________________________________________________________
 DR0425  GEOID HEIGHT-         -23.26  (meters)                     GEOID03
 DR0425  DYNAMIC HT  -        1128.313 (meters)    3701.81  (feet)  COMP
 DR0425  MODELED GRAV-     979,241.9   (mgal)                       NAVD 88
 DR0425
 DR0425  VERT ORDER  -  SECOND    CLASS 0
 DR0425
 DR0425.The horizontal coordinates were scaled from a topographic map and have
 DR0425.an estimated accuracy of +/- 6 seconds.
 DR0425
 DR0425.The orthometric height was determined by differential leveling
 DR0425.and adjusted by the National Geodetic Survey in June 1991..
 DR0425
 DR0425.The geoid height was determined by GEOID03.
 DR0425
 DR0425.The dynamic height is computed by dividing the NAVD 88
 DR0425.geopotential number by the normal gravity value computed on the
 DR0425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0425.degrees latitude (g = 980.6199 gals.).
 DR0425
 DR0425.The modeled gravity was interpolated from observed gravity values.
 DR0425
 DR0425;                    North         East    Units  Estimated Accuracy
 DR0425;SPC NM E     -   291,980.      144,670.      MT  (+/- 180 meters Scaled)
 DR0425
 DR0425                          SUPERSEDED SURVEY CONTROL
 DR0425
 DR0425  NGVD 29 (??/??/92) 1129.340  (m)         3705.18   (f) ADJ UNCH    2 0
 DR0425
 DR0425.Superseded values are not recommended for survey control.
 DR0425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0425.See file dsdata.txt to determine how the superseded data were derived.
 DR0425
 DR0425_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SET415215(NAD 83)
 DR0425_MARKER: DB = BENCH MARK DISK
 DR0425_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR0425_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DR0425_STAMPING: C 317 1961
 DR0425_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR0425+STABILITY: SURFACE MOTION
 DR0425
 DR0425  HISTORY     - Date     Condition        Report By
 DR0425  HISTORY     - 1961     MONUMENTED       CGS
 DR0425
 DR0425                          STATION DESCRIPTION
 DR0425
 DR0425'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 DR0425'16.2 MI NW FROM ROSWELL.
 DR0425'16.2 MILES NORTHWEST ALONG U.S. HIGHWAY 285 FROM THE COURTHOUSE AT
 DR0425'ROSWELL, 99 FEET NORTHEAST OF CENTERLINE OF HIGHWAY, 21 FEET SOUTHEAST
 DR0425'OF A POWER POLE, 18 FEET NORTHWEST OF THE CENTER OF A WIRE GATE, 2
 DR0425'FEET NORTHWEST OF A METAL WITNESS POST WITH SIGN, 1 FOOT SOUTHWEST OF
 DR0425'A FENCE, 1 FOOT BELOW THE LEVEL OF THE HIGHWAY, SET IN A CYLINDRICAL
 DR0425'CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0572 ***********************************************************************
 CX0572  DESIGNATION -  C 318
 CX0572  PID         -  CX0572
 CX0572  STATE/COUNTY-  NM/OTERO
 CX0572  USGS QUAD   -  ELEPHANT MOUNTAIN (1955)
 CX0572
 CX0572                         *CURRENT SURVEY CONTROL
 CX0572  ___________________________________________________________________
 CX0572* NAD 83(1986)-  32 26 28.     (N)    106 08 28.     (W)     SCALED    
 CX0572* NAVD 88     -      1271.307  (meters)    4170.95   (feet)  ADJUSTED  
 CX0572  ___________________________________________________________________
 CX0572  GEOID HEIGHT-         -23.11  (meters)                     GEOID03
 CX0572  DYNAMIC HT  -        1269.436 (meters)    4164.81  (feet)  COMP
 CX0572  MODELED GRAV-     979,122.9   (mgal)                       NAVD 88
 CX0572
 CX0572  VERT ORDER  -  FIRST     CLASS II
 CX0572
 CX0572.The horizontal coordinates were scaled from a topographic map and have
 CX0572.an estimated accuracy of +/- 6 seconds.
 CX0572
 CX0572.The orthometric height was determined by differential leveling
 CX0572.and adjusted by the National Geodetic Survey in June 1991..
 CX0572
 CX0572.The geoid height was determined by GEOID03.
 CX0572
 CX0572.The dynamic height is computed by dividing the NAVD 88
 CX0572.geopotential number by the normal gravity value computed on the
 CX0572.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0572.degrees latitude (g = 980.6199 gals.).
 CX0572
 CX0572.The modeled gravity was interpolated from observed gravity values.
 CX0572
 CX0572;                    North         East    Units  Estimated Accuracy
 CX0572;SPC NM C     -   159,780.      510,240.      MT  (+/- 180 meters Scaled)
 CX0572
 CX0572                          SUPERSEDED SURVEY CONTROL
 CX0572
 CX0572  NGVD 29 (??/??/92) 1270.729  (m)         4169.05   (f) ADJ UNCH    1 2
 CX0572
 CX0572.Superseded values are not recommended for survey control.
 CX0572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0572.See file dsdata.txt to determine how the superseded data were derived.
 CX0572
 CX0572_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR927899(NAD 83)
 CX0572_MARKER: DB = BENCH MARK DISK
 CX0572_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CX0572_SP_SET: MONUMENT
 CX0572_STAMPING: C 318 1964
 CX0572_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX0572
 CX0572  HISTORY     - Date     Condition        Report By
 CX0572  HISTORY     - 1964     MONUMENTED       CGS
 CX0572  HISTORY     - 1965     GOOD             NGS
 CX0572
 CX0572                          STATION DESCRIPTION
 CX0572
 CX0572'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 CX0572'5.3 MI NW FROM OROGRANDE.
 CX0572'0.4 MILE WEST FROM THE SOUTHERN PACIFIC RAILROAD STATION AT OROGRANDE
 CX0572'TO U.S. HIGHWAY 54, THENCE 0.5 MILE SOUTHEAST ALONG U.S. HIGHWAY 54 TO
 CX0572'WSMR ROUTE NO. 2, THENCE 4.35 MILES ALONG WSMR ROUTE NO. 2 TO THE EAST
 CX0572'GUARD GATE TO WSMR, PASS THROUGH GUARD GATE AND CONTINUE WEST 0.15
 CX0572'MILE TO WSMR ROUTE NO. 252, THENCE NORTH 2.6 MILES ALONG WSMR ROUTE
 CX0572'NO. 252, 106 FEET NORTH OF POWERLINE POLE NO. 46, 62 FEET EAST OF THE
 CX0572'CENTERLINE OF ROUTE NO. 252, 2.5 FEET EAST OF A METAL WITNESS SIGN,
 CX0572'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 6
 CX0572'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0359 ***********************************************************************
 DS0359  DESIGNATION -  C 319
 DS0359  PID         -  DS0359
 DS0359  STATE/COUNTY-  NM/SIERRA
 DS0359  USGS QUAD   -  LUMLEY LAKE (1982)
 DS0359
 DS0359                         *CURRENT SURVEY CONTROL
 DS0359  ___________________________________________________________________
 DS0359* NAD 83(1986)-  33 07 08.     (N)    106 26 12.     (W)     SCALED    
 DS0359* NAVD 88     -      1215.269  (meters)    3987.09   (feet)  ADJUSTED  
 DS0359  ___________________________________________________________________
 DS0359  GEOID HEIGHT-         -23.12  (meters)                     GEOID03
 DS0359  DYNAMIC HT  -        1213.508 (meters)    3981.32  (feet)  COMP
 DS0359  MODELED GRAV-     979,147.2   (mgal)                       NAVD 88
 DS0359
 DS0359  VERT ORDER  -  SECOND    CLASS 0
 DS0359
 DS0359.The horizontal coordinates were scaled from a topographic map and have
 DS0359.an estimated accuracy of +/- 6 seconds.
 DS0359
 DS0359.The orthometric height was determined by differential leveling
 DS0359.and adjusted by the National Geodetic Survey in June 1991..
 DS0359
 DS0359.The geoid height was determined by GEOID03.
 DS0359
 DS0359.The dynamic height is computed by dividing the NAVD 88
 DS0359.geopotential number by the normal gravity value computed on the
 DS0359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0359.degrees latitude (g = 980.6199 gals.).
 DS0359
 DS0359.The modeled gravity was interpolated from observed gravity values.
 DS0359
 DS0359;                    North         East    Units  Estimated Accuracy
 DS0359;SPC NM W     -   235,810.      960,340.      MT  (+/- 180 meters Scaled)
 DS0359
 DS0359                          SUPERSEDED SURVEY CONTROL
 DS0359
 DS0359  NGVD 29 (??/??/92) 1214.646  (m)         3985.05   (f) ADJ UNCH    2 0
 DS0359
 DS0359.Superseded values are not recommended for survey control.
 DS0359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0359.See file dsdata.txt to determine how the superseded data were derived.
 DS0359
 DS0359_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS659653(NAD 83)
 DS0359_MARKER: DB = BENCH MARK DISK
 DS0359_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0359_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0359_STAMPING: C 319 1964
 DS0359_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0359+STABILITY: SURFACE MOTION
 DS0359
 DS0359  HISTORY     - Date     Condition        Report By
 DS0359  HISTORY     - 1964     MONUMENTED       CGS
 DS0359  HISTORY     - 1969     GOOD             NGS
 DS0359
 DS0359                          STATION DESCRIPTION
 DS0359
 DS0359'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 DS0359'4.3 MI SE FROM RHODES CANYON RANGE CENTER.
 DS0359'4.3 MILES SOUTHEAST ALONG WHITE SANDS MISSILE RANGE ROUTE 6 FROM THE
 DS0359'HEADQUARTERS BUILDING AT RHODES CANYON RANGE CENTER, IN S 7, T 14 S, R
 DS0359'6 E, 0.3 MILE EAST OF THE JUNCTION OF WHITE SANDS MISSILE RANGE ROUTE
 DS0359'304, 103 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 3.0 FEET SOUTHWEST
 DS0359'OF A 4X4 WOODEN WITNESS POST, ABOUT 1 - 1/2 FOOT BELOW THE LEVEL OF
 DS0359'THE ROAD, AND SET IN THE TOP OF AN 11 INCH SQUARE CONCRETE POST
 DS0359'PROJECTING 5 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0186 ***********************************************************************
 FP0186  DESIGNATION -  C 32
 FP0186  PID         -  FP0186
 FP0186  STATE/COUNTY-  NM/MCKINLEY
 FP0186  USGS QUAD   -  WINDOW ROCK (1983)
 FP0186
 FP0186                         *CURRENT SURVEY CONTROL
 FP0186  ___________________________________________________________________
 FP0186* NAD 83(1986)-  35 39 03.     (N)    109 01 54.     (W)     SCALED    
 FP0186* NAVD 88     -      2077.372  (meters)    6815.51   (feet)  ADJUSTED  
 FP0186  ___________________________________________________________________
 FP0186  GEOID HEIGHT-         -20.96  (meters)                     GEOID03
 FP0186  DYNAMIC HT  -        2074.452 (meters)    6805.93  (feet)  COMP
 FP0186  MODELED GRAV-     979,153.1   (mgal)                       NAVD 88
 FP0186
 FP0186  VERT ORDER  -  FIRST     CLASS II
 FP0186
 FP0186.The horizontal coordinates were scaled from a topographic map and have
 FP0186.an estimated accuracy of +/- 6 seconds.
 FP0186
 FP0186.The orthometric height was determined by differential leveling
 FP0186.and adjusted by the National Geodetic Survey in June 1991..
 FP0186
 FP0186.The geoid height was determined by GEOID03.
 FP0186
 FP0186.The dynamic height is computed by dividing the NAVD 88
 FP0186.geopotential number by the normal gravity value computed on the
 FP0186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0186.degrees latitude (g = 980.6199 gals.).
 FP0186
 FP0186.The modeled gravity was interpolated from observed gravity values.
 FP0186
 FP0186;                    North         East    Units  Estimated Accuracy
 FP0186;SPC NM W     -   516,450.      721,490.      MT  (+/- 180 meters Scaled)
 FP0186
 FP0186                          SUPERSEDED SURVEY CONTROL
 FP0186
 FP0186  NGVD 29 (??/??/92) 2076.378  (m)         6812.25   (f) ADJ UNCH    1 2
 FP0186
 FP0186.Superseded values are not recommended for survey control.
 FP0186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0186.See file dsdata.txt to determine how the superseded data were derived.
 FP0186
 FP0186_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXE781470(NAD 83)
 FP0186_MARKER: DB = BENCH MARK DISK
 FP0186_SETTING: 66 = SET IN ROCK OUTCROP
 FP0186_SP_SET: OUTCROP
 FP0186_STAMPING: 6812.250 C 32 1933
 FP0186_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FP0186+STABILITY: POSITION/ELEVATION WELL
 FP0186
 FP0186  HISTORY     - Date     Condition        Report By
 FP0186  HISTORY     - 1933     MONUMENTED       CGS
 FP0186  HISTORY     - 1955     GOOD             USGS
 FP0186  HISTORY     - 1970     MARK NOT FOUND   USGS
 FP0186
 FP0186                          STATION DESCRIPTION
 FP0186
 FP0186'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 FP0186'24 MI NW FROM GALLUP.
 FP0186'ABOUT 8.3 MILES NORTH ALONG U.S. HIGHWAY 666 FROM THE POST OFFICE AT
 FP0186'GALLUP,  MCKINLEY COUNTY, THENCE ABOUT 15.7 M ILES WEST ALONG STATE
 FP0186'HWY. 68, ABOUT 2.0 MILES WEST OF DIVIDE TRADING POST, THENCE 0.3 MILE
 FP0186'NORTH ALONG COAL MINE RD. ABOUT 20 FT. W. OF CENTER-LINE OF RD. IN
 FP0186'BASE OF EXTREME SE. POINT OF A LARGE  SANDSTONE OUTCROP, STD. DISC
 FP0186'STAMPED 6812.250 C 32 1933.  NOTE-- HIGHWAY HAS BEEN CHANGED IN THIS
 FP0186'AREA.
 FP0186
 FP0186                          STATION RECOVERY (1970)
 FP0186
 FP0186'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 FP0186'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0240 ***********************************************************************
 DS0240  DESIGNATION -  C 320
 DS0240  PID         -  DS0240
 DS0240  STATE/COUNTY-  NM/LINCOLN
 DS0240  USGS QUAD   -  BULL GAP SW (1981)
 DS0240
 DS0240                         *CURRENT SURVEY CONTROL
 DS0240  ___________________________________________________________________
 DS0240* NAD 83(1986)-  33 32 55.     (N)    106 11 22.     (W)     SCALED    
 DS0240* NAVD 88     -      1431.818  (meters)    4697.56   (feet)  ADJUSTED  
 DS0240  ___________________________________________________________________
 DS0240  GEOID HEIGHT-         -21.60  (meters)                     GEOID03
 DS0240  DYNAMIC HT  -        1429.768 (meters)    4690.83  (feet)  COMP
 DS0240  MODELED GRAV-     979,154.8   (mgal)                       NAVD 88
 DS0240
 DS0240  VERT ORDER  -  SECOND    CLASS 0
 DS0240
 DS0240.The horizontal coordinates were scaled from a topographic map and have
 DS0240.an estimated accuracy of +/- 6 seconds.
 DS0240
 DS0240.The orthometric height was determined by differential leveling
 DS0240.and adjusted by the National Geodetic Survey in June 1991..
 DS0240
 DS0240.The geoid height was determined by GEOID03.
 DS0240
 DS0240.The dynamic height is computed by dividing the NAVD 88
 DS0240.geopotential number by the normal gravity value computed on the
 DS0240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0240.degrees latitude (g = 980.6199 gals.).
 DS0240
 DS0240.The modeled gravity was interpolated from observed gravity values.
 DS0240
 DS0240;                    North         East    Units  Estimated Accuracy
 DS0240;SPC NM C     -   282,590.      505,620.      MT  (+/- 180 meters Scaled)
 DS0240
 DS0240                          SUPERSEDED SURVEY CONTROL
 DS0240
 DS0240  NGVD 29 (??/??/92) 1431.164  (m)         4695.41   (f) ADJ UNCH    2 0
 DS0240
 DS0240.Superseded values are not recommended for survey control.
 DS0240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0240.See file dsdata.txt to determine how the superseded data were derived.
 DS0240
 DS0240_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT895127(NAD 83)
 DS0240_MARKER: DB = BENCH MARK DISK
 DS0240_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0240_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0240_STAMPING: C 320 1968
 DS0240_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0240+STABILITY: SURFACE MOTION
 DS0240
 DS0240  HISTORY     - Date     Condition        Report By
 DS0240  HISTORY     - 1968     MONUMENTED       CGS
 DS0240  HISTORY     - 1969     GOOD             NGS
 DS0240
 DS0240                          STATION DESCRIPTION
 DS0240
 DS0240'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 DS0240'10.8 MI NW FROM OSCURO.
 DS0240'ABOUT 7.75 MILES NORTHWEST ALONG WHITE SANDS MISSILE RANGE ROUTE 12
 DS0240'FROM THE STORE AT OSCURO, THENCE 3.05 MILES NORTHWEST ALONG WHITE
 DS0240'SANDS MISSILE RANGE ROUTE 9, 0.2 MILE NORTHWEST OF A CURVE IN THE
 DS0240'ROUTE, 95 FEET NORTHEAST OF THE CENTER LINE OF THE ROUTE, 3.0 FEET
 DS0240'NORTHWEST OF A METAL WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL OF THE
 DS0240'ROUTE, AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 5 INCHES
 DS0240'ABOVE THE SURFACE OF THE GROUND.  SEC 11, T 9S, R 7E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0316 ***********************************************************************
 CX0316  DESIGNATION -  C 321
 CX0316  PID         -  CX0316
 CX0316  STATE/COUNTY-  NM/OTERO
 CX0316  USGS QUAD   -  LAKE LUCERO SE (1982)
 CX0316
 CX0316                         *CURRENT SURVEY CONTROL
 CX0316  ___________________________________________________________________
 CX0316* NAD 83(1986)-  32 33 00.     (N)    106 16 33.     (W)     SCALED    
 CX0316* NAVD 88     -      1211.613  (meters)    3975.10   (feet)  ADJUSTED  
 CX0316  ___________________________________________________________________
 CX0316  GEOID HEIGHT-         -23.48  (meters)                     GEOID03
 CX0316  DYNAMIC HT  -        1209.820 (meters)    3969.22  (feet)  COMP
 CX0316  MODELED GRAV-     979,117.7   (mgal)                       NAVD 88
 CX0316
 CX0316  VERT ORDER  -  FIRST     CLASS II
 CX0316
 CX0316.The horizontal coordinates were scaled from a topographic map and have
 CX0316.an estimated accuracy of +/- 6 seconds.
 CX0316
 CX0316.The orthometric height was determined by differential leveling
 CX0316.and adjusted by the National Geodetic Survey in June 1991..
 CX0316
 CX0316.The geoid height was determined by GEOID03.
 CX0316
 CX0316.The dynamic height is computed by dividing the NAVD 88
 CX0316.geopotential number by the normal gravity value computed on the
 CX0316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0316.degrees latitude (g = 980.6199 gals.).
 CX0316
 CX0316.The modeled gravity was interpolated from observed gravity values.
 CX0316
 CX0316;                    North         East    Units  Estimated Accuracy
 CX0316;SPC NM C     -   171,850.      497,570.      MT  (+/- 180 meters Scaled)
 CX0316
 CX0316                          SUPERSEDED SURVEY CONTROL
 CX0316
 CX0316  NGVD 29 (??/??/92) 1211.028  (m)         3973.18   (f) ADJ UNCH    1 2
 CX0316
 CX0316.Superseded values are not recommended for survey control.
 CX0316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0316.See file dsdata.txt to determine how the superseded data were derived.
 CX0316
 CX0316_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS802021(NAD 83)
 CX0316_MARKER: DB = BENCH MARK DISK
 CX0316_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CX0316_SP_SET: MONUMENT
 CX0316_STAMPING: C 321 1966
 CX0316_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX0316
 CX0316  HISTORY     - Date     Condition        Report By
 CX0316  HISTORY     - 1966     MONUMENTED       CGS
 CX0316  HISTORY     - 1968     GOOD             NGS
 CX0316
 CX0316                          STATION DESCRIPTION
 CX0316
 CX0316'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CX0316'18.2 MI NE FROM W S M R HDQ BLDG 100.
 CX0316'2.2 MILES EAST ALONG W.S.M.R. ROUTE NO. 2 FROM WHITE SANDS MISSILE
 CX0316'RANGE HEADQUARTERS BUILDING TO A FORK.  THENCE NORTHEAST 10.2 MILES ON
 CX0316'W.S.M.R. ROUTE NO. 250 TO A PAVED CROSSROAD.  CONTINUE NORTHEAST 5.0
 CX0316'MILES ON W.S.M.R. NO. 250 TO TRIANGULATION STATION GEORGE AND A
 CX0316'POLELINE TO THE NORTH-NORTHWEST.  THENCE NORTH-NORTHWEST 2.0 MILES
 CX0316'ALONG POLELINE TO A CROSS POLELINE AND BENCH MARK, 66 FEET NORTH OF
 CX0316'POLELINE INTERSECTION, 22 FEET WEST OF A POLELINE ROAD, 15 FEET
 CX0316'NORTHWEST OF TELEPHONE POLE AND 5 FEET NORTH OF METAL WITNESS SIGN SET
 CX0316'IN THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES IN DIAMETER THAT
 CX0316'PROJECTS 1 INCH ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0002 ***********************************************************************
 CX0002  DESIGNATION -  C 322
 CX0002  PID         -  CX0002
 CX0002  STATE/COUNTY-  NM/DONA ANA
 CX0002  USGS QUAD   -  BENNETT MOUNTAIN (1981)
 CX0002
 CX0002                         *CURRENT SURVEY CONTROL
 CX0002  ___________________________________________________________________
 CX0002* NAD 83(1986)-  32 30 40.     (N)    106 22 48.     (W)     SCALED    
 CX0002* NAVD 88     -      1206.281  (meters)    3957.61   (feet)  ADJUSTED  
 CX0002  ___________________________________________________________________
 CX0002  GEOID HEIGHT-         -23.56  (meters)                     GEOID03
 CX0002  DYNAMIC HT  -        1204.491 (meters)    3951.73  (feet)  COMP
 CX0002  MODELED GRAV-     979,114.0   (mgal)                       NAVD 88
 CX0002
 CX0002  VERT ORDER  -  FIRST     CLASS II
 CX0002
 CX0002.The horizontal coordinates were scaled from a topographic map and have
 CX0002.an estimated accuracy of +/- 6 seconds.
 CX0002
 CX0002.The orthometric height was determined by differential leveling
 CX0002.and adjusted by the National Geodetic Survey in June 1991..
 CX0002
 CX0002.The geoid height was determined by GEOID03.
 CX0002
 CX0002.The dynamic height is computed by dividing the NAVD 88
 CX0002.geopotential number by the normal gravity value computed on the
 CX0002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0002.degrees latitude (g = 980.6199 gals.).
 CX0002
 CX0002.The modeled gravity was interpolated from observed gravity values.
 CX0002
 CX0002;                    North         East    Units  Estimated Accuracy
 CX0002;SPC NM C     -   167,550.      487,790.      MT  (+/- 180 meters Scaled)
 CX0002
 CX0002                          SUPERSEDED SURVEY CONTROL
 CX0002
 CX0002  NGVD 29 (??/??/92) 1205.697  (m)         3955.69   (f) ADJ UNCH    1 2
 CX0002
 CX0002.Superseded values are not recommended for survey control.
 CX0002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0002.See file dsdata.txt to determine how the superseded data were derived.
 CX0002
 CX0002_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR703979(NAD 83)
 CX0002_MARKER: DB = BENCH MARK DISK
 CX0002_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CX0002_SP_SET: MONUMENT
 CX0002_STAMPING: C-322 1966
 CX0002_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX0002
 CX0002  HISTORY     - Date     Condition        Report By
 CX0002  HISTORY     - 1966     MONUMENTED       CGS
 CX0002  HISTORY     - 1967     GOOD             NGS
 CX0002
 CX0002                          STATION DESCRIPTION
 CX0002
 CX0002'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 CX0002'22.1 MI SW FROM WHITE SANDS N M HDQ.
 CX0002'22.1 MILES SOUTHWEST ALONG U. S. HIGHWAY 70 FROM WHITE SANDS NATIONAL
 CX0002'MONUMENT.  THENCE 150 FEET SOUTHEAST OF THE CENTERLINE OF U. S.
 CX0002'HIGHWAY 70.  75 FEET EAST OF A FENCE.  6 FEET SOUTHEAST OF A POWER
 CX0002'POLE WITH METAL WITNESS SIGN ATTACHED.  SET UNDER POWER LINE BETWEEN
 CX0002'DOUBLE POWER POLES.  SET IN THE TOP OF A CONCRETE MONUMENT THAT IS 12
 CX0002'INCHES IN DIAMETER AND PROJECTS 3 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0614 ***********************************************************************
 CX0614  DESIGNATION -  C 323
 CX0614  PID         -  CX0614
 CX0614  STATE/COUNTY-  NM/OTERO
 CX0614  USGS QUAD   -  WHITE SANDS NE (1955)
 CX0614
 CX0614                         *CURRENT SURVEY CONTROL
 CX0614  ___________________________________________________________________
 CX0614* NAD 83(1986)-  32 28 18.     (N)    106 17 56.     (W)     SCALED    
 CX0614* NAVD 88     -      1219.722  (meters)    4001.70   (feet)  ADJUSTED  
 CX0614  ___________________________________________________________________
 CX0614  GEOID HEIGHT-         -23.59  (meters)                     GEOID03
 CX0614  DYNAMIC HT  -        1217.905 (meters)    3995.74  (feet)  COMP
 CX0614  MODELED GRAV-     979,107.2   (mgal)                       NAVD 88
 CX0614
 CX0614  VERT ORDER  -  FIRST     CLASS II
 CX0614
 CX0614.The horizontal coordinates were scaled from a topographic map and have
 CX0614.an estimated accuracy of +/- 6 seconds.
 CX0614
 CX0614.The orthometric height was determined by differential leveling
 CX0614.and adjusted by the National Geodetic Survey in June 1991..
 CX0614
 CX0614.The geoid height was determined by GEOID03.
 CX0614
 CX0614.The dynamic height is computed by dividing the NAVD 88
 CX0614.geopotential number by the normal gravity value computed on the
 CX0614.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0614.degrees latitude (g = 980.6199 gals.).
 CX0614
 CX0614.The modeled gravity was interpolated from observed gravity values.
 CX0614
 CX0614;                    North         East    Units  Estimated Accuracy
 CX0614;SPC NM C     -   163,170.      495,410.      MT  (+/- 180 meters Scaled)
 CX0614
 CX0614                          SUPERSEDED SURVEY CONTROL
 CX0614
 CX0614  NGVD 29 (??/??/92) 1219.130  (m)         3999.76   (f) ADJ UNCH    1 2
 CX0614
 CX0614.Superseded values are not recommended for survey control.
 CX0614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0614.See file dsdata.txt to determine how the superseded data were derived.
 CX0614
 CX0614_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR779934(NAD 83)
 CX0614_MARKER: DB = BENCH MARK DISK
 CX0614_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CX0614_SP_SET: MONUMENT
 CX0614_STAMPING: C 323 1968
 CX0614_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX0614
 CX0614  HISTORY     - Date     Condition        Report By
 CX0614  HISTORY     - 1968     MONUMENTED       CGS
 CX0614
 CX0614                          STATION DESCRIPTION
 CX0614
 CX0614'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 CX0614'13.0 MI ENE FROM WHITE SANDS MISSILE RANGE.
 CX0614'11.1 MILES EAST ALONG NIKE AVENUE (WSMR ROUTE 2) FROM WHITE SANDS
 CX0614'MISSILE RANGE HEADQUARTERS, THENCE 4.4 MILES NORTH ON A PAVED ROAD TO
 CX0614'A Y FORK WITH A GRAVELED ROAD, THENCE 0.5 MILE NORTH ON A GRAVEL ROAD
 CX0614'TO THE CREST OF A SMALL RISE.  IT IS 52 FEET EAST OF THE CENTERLINE OF
 CX0614'A ROAD, 4 FEET SOUTH OF A METAL WITNESS SIGN, SET IN THE TOP OF A
 CX0614'CIRCULAR CONCRETE MONUMENT 12 INCHES IN DIAMETER, THAT PROJECTS 0.5
 CX0614'FOOT ABOVE THE GROUND AND IS ABOUT 2 FEET LOWER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0677 ***********************************************************************
 DS0677  DESIGNATION -  C 327
 DS0677  PID         -  DS0677
 DS0677  STATE/COUNTY-  NM/SOCORRO
 DS0677  USGS QUAD   -  CERRO DE LA CAMPANA (1982)
 DS0677
 DS0677                         *CURRENT SURVEY CONTROL
 DS0677  ___________________________________________________________________
 DS0677* NAD 83(1986)-  33 48 35.     (N)    106 38 41.     (W)     SCALED    
 DS0677* NAVD 88     -      1488.769  (meters)    4884.40   (feet)  ADJUSTED  
 DS0677  ___________________________________________________________________
 DS0677  GEOID HEIGHT-         -22.28  (meters)                     GEOID03
 DS0677  DYNAMIC HT  -        1486.627 (meters)    4877.38  (feet)  COMP
 DS0677  MODELED GRAV-     979,146.3   (mgal)                       NAVD 88
 DS0677
 DS0677  VERT ORDER  -  SECOND    CLASS 0
 DS0677
 DS0677.The horizontal coordinates were scaled from a topographic map and have
 DS0677.an estimated accuracy of +/- 6 seconds.
 DS0677
 DS0677.The orthometric height was determined by differential leveling
 DS0677.and adjusted by the National Geodetic Survey in June 1991..
 DS0677
 DS0677.The geoid height was determined by GEOID03.
 DS0677
 DS0677.The dynamic height is computed by dividing the NAVD 88
 DS0677.geopotential number by the normal gravity value computed on the
 DS0677.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0677.degrees latitude (g = 980.6199 gals.).
 DS0677
 DS0677.The modeled gravity was interpolated from observed gravity values.
 DS0677
 DS0677;                    North         East    Units  Estimated Accuracy
 DS0677;SPC NM C     -   311,620.      463,460.      MT  (+/- 180 meters Scaled)
 DS0677
 DS0677                          SUPERSEDED SURVEY CONTROL
 DS0677
 DS0677  NGVD 29 (??/??/92) 1488.078  (m)         4882.14   (f) ADJ UNCH    2 0
 DS0677
 DS0677.Superseded values are not recommended for survey control.
 DS0677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0677.See file dsdata.txt to determine how the superseded data were derived.
 DS0677
 DS0677_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT477422(NAD 83)
 DS0677_MARKER: DB = BENCH MARK DISK
 DS0677_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0677_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0677_STAMPING: C 327 1966
 DS0677_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0677+STABILITY: SURFACE MOTION
 DS0677
 DS0677  HISTORY     - Date     Condition        Report By
 DS0677  HISTORY     - 1966     MONUMENTED       CGS
 DS0677
 DS0677                          STATION DESCRIPTION
 DS0677
 DS0677'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 DS0677'0.75 MI SE FROM STALLION RANGE CENTER.
 DS0677'ABOUT 0.75 MILE SOUTHEAST ALONG WHITE SANDS MISSILE RANGE ROUTE 7 FROM
 DS0677'THE HEADQUARTERS BUILDING AT STALLION RANGE CENTER, IN S 4, T 6 S, R 3
 DS0677'E, 0.15 MILE NORTHWEST OF A SMALL BUILDING, 118 FEET SOUTHWEST OF THE
 DS0677'CENTER LINE OF THE ROAD, 27 FEET NORTHEAST OF THE MORE EASTERLY ONE OF
 DS0677'4 TELEPHONE POLES BEARING 6 CROSS ARMS, 1.1 FEET SOUTHWEST OF A METAL
 DS0677'WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD, AND SET IN THE
 DS0677'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0544 ***********************************************************************
 DS0544  DESIGNATION -  C 328
 DS0544  PID         -  DS0544
 DS0544  STATE/COUNTY-  NM/SIERRA
 DS0544  USGS QUAD   -  SALINAS PEAK NW (1981)
 DS0544
 DS0544                         *CURRENT SURVEY CONTROL
 DS0544  ___________________________________________________________________
 DS0544* NAD 83(1986)-  33 24 30.     (N)    106 40 39.     (W)     SCALED    
 DS0544* NAVD 88     -      1530.489  (meters)    5021.28   (feet)  ADJUSTED  
 DS0544  ___________________________________________________________________
 DS0544  GEOID HEIGHT-         -22.34  (meters)                     GEOID03
 DS0544  DYNAMIC HT  -        1528.267 (meters)    5013.99  (feet)  COMP
 DS0544  MODELED GRAV-     979,131.6   (mgal)                       NAVD 88
 DS0544
 DS0544  VERT ORDER  -  SECOND    CLASS 0
 DS0544
 DS0544.The horizontal coordinates were scaled from a topographic map and have
 DS0544.an estimated accuracy of +/- 6 seconds.
 DS0544
 DS0544.The orthometric height was determined by differential leveling
 DS0544.and adjusted by the National Geodetic Survey in June 1991..
 DS0544
 DS0544.The geoid height was determined by GEOID03.
 DS0544
 DS0544.The dynamic height is computed by dividing the NAVD 88
 DS0544.geopotential number by the normal gravity value computed on the
 DS0544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0544.degrees latitude (g = 980.6199 gals.).
 DS0544
 DS0544.The modeled gravity was interpolated from observed gravity values.
 DS0544
 DS0544;                    North         East    Units  Estimated Accuracy
 DS0544;SPC NM W     -   267,640.      937,510.      MT  (+/- 180 meters Scaled)
 DS0544
 DS0544                          SUPERSEDED SURVEY CONTROL
 DS0544
 DS0544  NGVD 29 (??/??/92) 1529.817  (m)         5019.07   (f) ADJ UNCH    2 0
 DS0544
 DS0544.Superseded values are not recommended for survey control.
 DS0544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0544.See file dsdata.txt to determine how the superseded data were derived.
 DS0544
 DS0544_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS440978(NAD 83)
 DS0544_MARKER: DB = BENCH MARK DISK
 DS0544_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DS0544_SP_SET: CULVERT
 DS0544_STAMPING: C 328 1966
 DS0544_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DS0544
 DS0544  HISTORY     - Date     Condition        Report By
 DS0544  HISTORY     - 1966     MONUMENTED       CGS
 DS0544
 DS0544                          STATION DESCRIPTION
 DS0544
 DS0544'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 DS0544'29.95 MI S FROM STALLION RANGE CENTER.
 DS0544'ABOUT 0.35 MILE NORTHWEST ALONG WHITE SANDS MISSILE RANGE ROUTE 7 FROM
 DS0544'THE HEADQUARTERS BUILDING AT STALLION RANGE CENTER, THENCE 29.6 MILES
 DS0544'SOUTH ALONG WHITE SANDS MISSILE RANGE ROUTE 5, IN S 30, T 10 S, R 3 E,
 DS0544'20 FEET EAST OF THE CENTER LINE OF THE ROAD, SET IN THE CENTER OF THE
 DS0544'TOP OF THE EAST HEAD WALL OF A TWIN CHANNEL CONCRETE CULVERT, AND
 DS0544'ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS1473 ***********************************************************************
 DS1473  DESIGNATION -  C 329 RESET
 DS1473  PID         -  DS1473
 DS1473  STATE/COUNTY-  NM/SOCORRO
 DS1473  USGS QUAD   -  SAN ANTONIO (1981)
 DS1473
 DS1473                         *CURRENT SURVEY CONTROL
 DS1473  ___________________________________________________________________
 DS1473* NAD 83(1986)-  33 54 23.     (N)    106 47 19.     (W)     SCALED    
 DS1473* NAVD 88     -      1446.04   (+/-2cm)    4744.2    (feet)  VERTCON   
 DS1473  ___________________________________________________________________
 DS1473  GEOID HEIGHT-         -22.33  (meters)                     GEOID03
 DS1473
 DS1473  VERT ORDER  -  THIRD (See Below)
 DS1473
 DS1473.The horizontal coordinates were scaled from a topographic map and have
 DS1473.an estimated accuracy of +/- 6 seconds.
 DS1473
 DS1473.The NAVD 88 height was computed by applying the VERTCON shift value to
 DS1473.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DS1473.The vertical order pertains to the NGVD 29 superseded value.
 DS1473
 DS1473.The geoid height was determined by GEOID03.
 DS1473
 DS1473;                    North         East    Units  Estimated Accuracy
 DS1473;SPC NM C     -   322,400.      450,190.      MT  (+/- 180 meters Scaled)
 DS1473
 DS1473                          SUPERSEDED SURVEY CONTROL
 DS1473
 DS1473  NGVD 29 (06/15/00) 1445.36   (m)         4742.0    (f) RESET       3  
 DS1473
 DS1473.Superseded values are not recommended for survey control.
 DS1473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS1473.See file dsdata.txt to determine how the superseded data were derived.
 DS1473
 DS1473_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT346532(NAD 83)
 DS1473_MARKER: DV = VERTICAL CONTROL DISK
 DS1473_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS1473_SP_SET: CONCRETE POST
 DS1473_STAMPING: C 329 RESET 1984
 DS1473_MARK LOGO: NGS   
 DS1473_MAGNETIC: N = NO MAGNETIC MATERIAL
 DS1473_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS1473+STABILITY: SURFACE MOTION
 DS1473
 DS1473  HISTORY     - Date     Condition        Report By
 DS1473  HISTORY     - 1984     MONUMENTED       NMHD
 DS1473
 DS1473                          STATION DESCRIPTION
 DS1473
 DS1473'DESCRIBED BY NM HIGHWAY DEPT 1984
 DS1473'4.83 MILES EAST ALONG U.S. HIGHWAY 380 FROM THE POST OFFICE AT SAN
 DS1473'ANTONIO, IN SECTION 1, TOWNSHIP 5 SOUTH, ROUTE 1 EAST, 96 FEET NORTH
 DS1473'OF THE CENTERLINE OF THE HIGHWAY, ABOUT 130 FEET NORTHEAST OF A 1
 DS1473'CHANNEL CONCRETE CULVERT, 4 FEET SOUTH OF THE NORTH RIGHT OF WAY
 DS1473'FENCE, 2 FEET NORTHEAST OF A METAL WITNESS POST, AND ABOUT LEVEL WITH
 DS1473'THE HIGHWAY, PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0268 ***********************************************************************
 CW0268  DESIGNATION -  C 33
 CW0268  PID         -  CW0268
 CW0268  STATE/COUNTY-  NM/EDDY
 CW0268  USGS QUAD   -  GRAPEVINE DRAW (1978)
 CW0268
 CW0268                         *CURRENT SURVEY CONTROL
 CW0268  ___________________________________________________________________
 CW0268* NAD 83(1986)-  32 04 08.     (N)    104 30 36.     (W)     SCALED    
 CW0268* NAVD 88     -      1161.543  (meters)    3810.83   (feet)  ADJUSTED  
 CW0268  ___________________________________________________________________
 CW0268  GEOID HEIGHT-         -23.87  (meters)                     GEOID03
 CW0268  DYNAMIC HT  -        1159.803 (meters)    3805.12  (feet)  COMP
 CW0268  MODELED GRAV-     979,101.6   (mgal)                       NAVD 88
 CW0268
 CW0268  VERT ORDER  -  FIRST     CLASS I
 CW0268
 CW0268.The horizontal coordinates were scaled from a topographic map and have
 CW0268.an estimated accuracy of +/- 6 seconds.
 CW0268
 CW0268.The orthometric height was determined by differential leveling
 CW0268.and adjusted by the National Geodetic Survey in June 1991..
 CW0268
 CW0268.The geoid height was determined by GEOID03.
 CW0268
 CW0268.The dynamic height is computed by dividing the NAVD 88
 CW0268.geopotential number by the normal gravity value computed on the
 CW0268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0268.degrees latitude (g = 980.6199 gals.).
 CW0268
 CW0268.The modeled gravity was interpolated from observed gravity values.
 CW0268
 CW0268;                    North         East    Units  Estimated Accuracy
 CW0268;SPC NM E     -   118,520.      148,320.      MT  (+/- 180 meters Scaled)
 CW0268
 CW0268                          SUPERSEDED SURVEY CONTROL
 CW0268
 CW0268  NGVD 29 (??/??/92) 1160.996  (m)         3809.03   (f) ADJ UNCH    1 1
 CW0268
 CW0268.Superseded values are not recommended for survey control.
 CW0268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0268.See file dsdata.txt to determine how the superseded data were derived.
 CW0268
 CW0268_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SER462481(NAD 83)
 CW0268_MARKER: DB = BENCH MARK DISK
 CW0268_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CW0268_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CW0268_STAMPING: C 33 1933
 CW0268_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CW0268+STABILITY: SURFACE MOTION
 CW0268
 CW0268  HISTORY     - Date     Condition        Report By
 CW0268  HISTORY     - 1933     MONUMENTED       CGS
 CW0268  HISTORY     - 1958     GOOD             NGS
 CW0268  HISTORY     - 1977     GOOD             NGS
 CW0268
 CW0268                          STATION DESCRIPTION
 CW0268
 CW0268'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CW0268'11.7 MI SW FROM WHITES CITY.
 CW0268'ABOUT 0.1 MILE SOUTHEAST ALONG STATE HIGHWAY 7 FROM THE POST OFFICE AT
 CW0268'WHITES CITY, THENCE 2.1 MILES SOUTHWEST ALONG U. S. HIGHWAYS 62 AND
 CW0268'180, THENCE 3.8 MILES SOUTHWEST ALONG OLD HIGHWAY 62, THENCE ABOUT 1.0
 CW0268'MILE SOUTHWEST ALONG THE BOTTOM OF A CANYON DRAW TO THE WASHINGTON
 CW0268'CAMP, THENCE 4.7 MILES SOUTHWEST ALONG A COUNTY ROAD, 52 FEET
 CW0268'NORTHWEST OF THE CENTER LINE OF THE ROAD, ABOUT 0.2 MILES SOUTHWEST OF
 CW0268'AN INTERSECTION, 2 FEET SOUTHWEST OF A CONCRETE WITNESS POST, ABOUT 1
 CW0268'FOOT ABOVE THE LEVEL OF THE ROAD, AND IN THE TOP OF A CONCRETE POST
 CW0268'PROJECTING 12 INCHES.
 CW0268
 CW0268                          STATION RECOVERY (1977)
 CW0268
 CW0268'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CW0268'6.5 MILES SOUTHWEST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE
 CW0268'JUNCTION OF STATE HIGHWAY 7, THENCE 6.2 MILES SOUTHWEST ALONG A PAVED
 CW0268'COUNTY ROAD (TO SLAUGHTER CANYON AND NEW CAVE) TO THE END OF PAVEMENT
 CW0268'AND JUNCTION OF TWO GRAVEL ROADS, THENCE 0.2 MILE SOUTHWEST ALONG A
 CW0268'GRAVEL ROAD, 49 FT. WEST OF THE CENTER LINE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0492 ***********************************************************************
 DS0492  DESIGNATION -  C 330
 DS0492  PID         -  DS0492
 DS0492  STATE/COUNTY-  NM/SIERRA
 DS0492  USGS QUAD   -  LUMLEY LAKE (1982)
 DS0492
 DS0492                         *CURRENT SURVEY CONTROL
 DS0492  ___________________________________________________________________
 DS0492* NAD 83(1986)-  33 02 56.     (N)    106 26 45.     (W)     SCALED    
 DS0492* NAVD 88     -      1217.554  (meters)    3994.59   (feet)  ADJUSTED  
 DS0492  ___________________________________________________________________
 DS0492  GEOID HEIGHT-         -23.19  (meters)                     GEOID03
 DS0492  DYNAMIC HT  -        1215.790 (meters)    3988.80  (feet)  COMP
 DS0492  MODELED GRAV-     979,146.9   (mgal)                       NAVD 88
 DS0492
 DS0492  VERT ORDER  -  SECOND    CLASS 0
 DS0492
 DS0492.The horizontal coordinates were scaled from a topographic map and have
 DS0492.an estimated accuracy of +/- 6 seconds.
 DS0492
 DS0492.The orthometric height was determined by differential leveling
 DS0492.and adjusted by the National Geodetic Survey in June 1991..
 DS0492
 DS0492.The geoid height was determined by GEOID03.
 DS0492
 DS0492.The dynamic height is computed by dividing the NAVD 88
 DS0492.geopotential number by the normal gravity value computed on the
 DS0492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0492.degrees latitude (g = 980.6199 gals.).
 DS0492
 DS0492.The modeled gravity was interpolated from observed gravity values.
 DS0492
 DS0492;                    North         East    Units  Estimated Accuracy
 DS0492;SPC NM W     -   228,030.      959,590.      MT  (+/- 180 meters Scaled)
 DS0492
 DS0492                          SUPERSEDED SURVEY CONTROL
 DS0492
 DS0492  NGVD 29 (??/??/92) 1216.939  (m)         3992.57   (f) ADJ UNCH    2 0
 DS0492
 DS0492.Superseded values are not recommended for survey control.
 DS0492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0492.See file dsdata.txt to determine how the superseded data were derived.
 DS0492
 DS0492_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS650576(NAD 83)
 DS0492_MARKER: DB = BENCH MARK DISK
 DS0492_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0492_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0492_STAMPING: C 330 1966
 DS0492_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0492+STABILITY: SURFACE MOTION
 DS0492
 DS0492  HISTORY     - Date     Condition        Report By
 DS0492  HISTORY     - 1966     MONUMENTED       CGS
 DS0492
 DS0492                          STATION DESCRIPTION
 DS0492
 DS0492'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 DS0492'9.05 MI SE FROM RHODES CANYON RANGE CENTER.
 DS0492'ABOUT 4.0 MILES SOUTHEAST ALONG WHITE SANDS MISSILE RANGE ROUTE 6 FROM
 DS0492'THE HEADQUARTERS BUILDING AT RHODES CANYON RANGE CENTER, THENCE 3.1
 DS0492'MILES SOUTH ALONG WHITE SANDS MISSILE RANGE ROUTE 304, THENCE 1.95
 DS0492'MILES SOUTH ALONG A BLADED DIRT ROAD, IN S 31, T 14 S, R 6 E, 0.1 MILE
 DS0492'SOUTH OF A SHARP CURVE IN THE ROAD, 52 FEET EAST OF THE CENTER LINE OF
 DS0492'THE ROAD, 29 FEET EAST OF AN OFF LIMITS SIGN, 1.6 FEET EAST OF METAL
 DS0492'WITNESS POST, ABOUT 2.0 FEET ABOVE THE LEVEL OF THE ROAD, AND SET IN
 DS0492'THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0347 ***********************************************************************
 DS0347  DESIGNATION -  C 331
 DS0347  PID         -  DS0347
 DS0347  STATE/COUNTY-  NM/OTERO
 DS0347  USGS QUAD   -  FIFTEENMILE LAKE (1982)
 DS0347
 DS0347                         *CURRENT SURVEY CONTROL
 DS0347  ___________________________________________________________________
 DS0347* NAD 83(1986)-  33 06 52.     (N)    106 17 55.     (W)     SCALED    
 DS0347* NAVD 88     -      1222.935  (meters)    4012.25   (feet)  ADJUSTED  
 DS0347  ___________________________________________________________________
 DS0347  GEOID HEIGHT-         -23.01  (meters)                     GEOID03
 DS0347  DYNAMIC HT  -        1221.178 (meters)    4006.48  (feet)  COMP
 DS0347  MODELED GRAV-     979,159.0   (mgal)                       NAVD 88
 DS0347
 DS0347  VERT ORDER  -  SECOND    CLASS 0
 DS0347
 DS0347.The horizontal coordinates were scaled from a topographic map and have
 DS0347.an estimated accuracy of +/- 6 seconds.
 DS0347
 DS0347.The orthometric height was determined by differential leveling
 DS0347.and adjusted by the National Geodetic Survey in June 1991..
 DS0347
 DS0347.The geoid height was determined by GEOID03.
 DS0347
 DS0347.The dynamic height is computed by dividing the NAVD 88
 DS0347.geopotential number by the normal gravity value computed on the
 DS0347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0347.degrees latitude (g = 980.6199 gals.).
 DS0347
 DS0347.The modeled gravity was interpolated from observed gravity values.
 DS0347
 DS0347;                    North         East    Units  Estimated Accuracy
 DS0347;SPC NM C     -   234,440.      495,460.      MT  (+/- 180 meters Scaled)
 DS0347
 DS0347                          SUPERSEDED SURVEY CONTROL
 DS0347
 DS0347  NGVD 29 (??/??/92) 1222.326  (m)         4010.25   (f) ADJ UNCH    2 0
 DS0347
 DS0347.Superseded values are not recommended for survey control.
 DS0347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0347.See file dsdata.txt to determine how the superseded data were derived.
 DS0347
 DS0347_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS788647(NAD 83)
 DS0347_MARKER: DB = BENCH MARK DISK
 DS0347_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0347_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0347_STAMPING: C 331 1966
 DS0347_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0347+STABILITY: SURFACE MOTION
 DS0347
 DS0347  HISTORY     - Date     Condition        Report By
 DS0347  HISTORY     - 1966     MONUMENTED       CGS
 DS0347
 DS0347                          STATION DESCRIPTION
 DS0347
 DS0347'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 DS0347'11.4 MI E FROM RHODES CANYON RANGE CENTER.
 DS0347'ABOUT 11.4 MILES EAST ALONG WHITE SANDS MISSILE RANGE ROUTE 6 FROM THE
 DS0347'HEADQUARTERS BUILDING AT RHODES CANYON RANGE CENTER, OR ABOUT 15.9
 DS0347'MILES WEST ALONG WHITE SANDS MISSILE RANGE ROUTE 6 FROM THE SOUTHERN
 DS0347'PACIFIC RAILROAD STATION AT TULAROSA, 157 FEET SOUTH OF THE CENTER OF
 DS0347'THE JUNCTION OF WHITE SANDS MISSILE RANGE ROUTES 6 AND 17, 2.5 FEET
 DS0347'SOUTH OF A METAL WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE
 DS0347'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 10 INCHES. S 9,
 DS0347'T 14 S, R 7 E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0470 ***********************************************************************
 DS0470  DESIGNATION -  C 332
 DS0470  PID         -  DS0470
 DS0470  STATE/COUNTY-  NM/LINCOLN
 DS0470  USGS QUAD   -  THREE RIVERS NW (1981)
 DS0470
 DS0470                         *CURRENT SURVEY CONTROL
 DS0470  ___________________________________________________________________
 DS0470* NAD 83(1986)-  33 28 33.     (N)    106 08 59.     (W)     SCALED    
 DS0470* NAVD 88     -      1377.114  (meters)    4518.08   (feet)  ADJUSTED  
 DS0470  ___________________________________________________________________
 DS0470  GEOID HEIGHT-         -21.66  (meters)                     GEOID03
 DS0470  DYNAMIC HT  -        1375.148 (meters)    4511.63  (feet)  COMP
 DS0470  MODELED GRAV-     979,161.2   (mgal)                       NAVD 88
 DS0470
 DS0470  VERT ORDER  -  SECOND    CLASS 0
 DS0470
 DS0470.The horizontal coordinates were scaled from a topographic map and have
 DS0470.an estimated accuracy of +/- 6 seconds.
 DS0470
 DS0470.The orthometric height was determined by differential leveling
 DS0470.and adjusted by the National Geodetic Survey in June 1991..
 DS0470
 DS0470.The geoid height was determined by GEOID03.
 DS0470
 DS0470.The dynamic height is computed by dividing the NAVD 88
 DS0470.geopotential number by the normal gravity value computed on the
 DS0470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0470.degrees latitude (g = 980.6199 gals.).
 DS0470
 DS0470.The modeled gravity was interpolated from observed gravity values.
 DS0470
 DS0470;                    North         East    Units  Estimated Accuracy
 DS0470;SPC NM C     -   274,530.      509,320.      MT  (+/- 180 meters Scaled)
 DS0470
 DS0470                          SUPERSEDED SURVEY CONTROL
 DS0470
 DS0470  NGVD 29 (??/??/92) 1376.476  (m)         4515.99   (f) ADJ UNCH    2 0
 DS0470
 DS0470.Superseded values are not recommended for survey control.
 DS0470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0470.See file dsdata.txt to determine how the superseded data were derived.
 DS0470
 DS0470_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT931046(NAD 83)
 DS0470_MARKER: DB = BENCH MARK DISK
 DS0470_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0470_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0470_STAMPING: C 332 1966
 DS0470_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0470+STABILITY: SURFACE MOTION
 DS0470
 DS0470  HISTORY     - Date     Condition        Report By
 DS0470  HISTORY     - 1966     MONUMENTED       CGS
 DS0470
 DS0470                          STATION DESCRIPTION
 DS0470
 DS0470'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 DS0470'7.0 MI W FROM OSCURO.
 DS0470'ABOUT 4.0 MILES NORTHWEST ALONG WHITE SANDS MISSILE RANGE ROUTE 12
 DS0470'FROM THE STORE AT OSCURO, THENCE 3.0 MILES SOUTHWEST ALONG WHITE SANDS
 DS0470'MISSILE RANGE ROUTE 312, IN S 31, T 9 S, R 8 E, 1 1/2 POWER POLES
 DS0470'SOUTH OF A METAL WINDMILL AND WATER TANK ON THE WEST SIDE OF THE ROAD,
 DS0470'32 FEET WEST OF THE CENTER LINE OF THE ROAD, 10 FEET NORTH OF A POWER
 DS0470'POLE, 1.8 FEET WEST OF A METAL WITNESS POST, ABOUT 1 1/2 FEET ABOVE
 DS0470'THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 DS0470'PROJECTING 12 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0115 ***********************************************************************
 DS0115  DESIGNATION -  C 333
 DS0115  PID         -  DS0115
 DS0115  STATE/COUNTY-  NM/SOCORRO
 DS0115  USGS QUAD   -  TRINITY SITE (1981)
 DS0115
 DS0115                         *CURRENT SURVEY CONTROL
 DS0115  ___________________________________________________________________
 DS0115* NAD 83(1986)-  33 40 45.     (N)    106 26 07.     (W)     SCALED    
 DS0115* NAVD 88     -      1616.417  (meters)    5303.19   (feet)  ADJUSTED  
 DS0115  ___________________________________________________________________
 DS0115  GEOID HEIGHT-         -21.80  (meters)                     GEOID03
 DS0115  DYNAMIC HT  -        1614.073 (meters)    5295.50  (feet)  COMP
 DS0115  MODELED GRAV-     979,129.6   (mgal)                       NAVD 88
 DS0115
 DS0115  VERT ORDER  -  SECOND    CLASS 0
 DS0115
 DS0115.The horizontal coordinates were scaled from a topographic map and have
 DS0115.an estimated accuracy of +/- 6 seconds.
 DS0115
 DS0115.The orthometric height was determined by differential leveling
 DS0115.and adjusted by the National Geodetic Survey in June 1991..
 DS0115
 DS0115.The geoid height was determined by GEOID03.
 DS0115
 DS0115.The dynamic height is computed by dividing the NAVD 88
 DS0115.geopotential number by the normal gravity value computed on the
 DS0115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0115.degrees latitude (g = 980.6199 gals.).
 DS0115
 DS0115.The modeled gravity was interpolated from observed gravity values.
 DS0115
 DS0115;                    North         East    Units  Estimated Accuracy
 DS0115;SPC NM C     -   297,090.      482,820.      MT  (+/- 180 meters Scaled)
 DS0115
 DS0115                          SUPERSEDED SURVEY CONTROL
 DS0115
 DS0115  NGVD 29 (??/??/92) 1615.714  (m)         5300.89   (f) ADJ UNCH    2 0
 DS0115
 DS0115.Superseded values are not recommended for survey control.
 DS0115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0115.See file dsdata.txt to determine how the superseded data were derived.
 DS0115
 DS0115_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT669275(NAD 83)
 DS0115_MARKER: DB = BENCH MARK DISK
 DS0115_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DS0115_SP_SET: 9 FT.
 DS0115_STAMPING: C 333 1966
 DS0115_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DS0115
 DS0115  HISTORY     - Date     Condition        Report By
 DS0115  HISTORY     - 1966     MONUMENTED       CGS
 DS0115
 DS0115                          STATION DESCRIPTION
 DS0115
 DS0115'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 DS0115'10.05 MI SE FROM STALLION RANGE CENTER.
 DS0115'ABOUT 2.0 MILES SOUTHEAST ALONG WHITE SANDS MISSILE RANGE ROUTE 7 FROM
 DS0115'THE HEADQUARTERS BUILDING AT STALLION RANGE CENTER, THENCE 10.6 MILES
 DS0115'EAST ALONG WHITE SANDS MISSILE RANGE ROUTE 24, THENCE 6.45 MILES
 DS0115'SOUTHEAST ALONG A TELEPHONE LINE SERVICE ROAD, IN SECTION 29, T 7 S, R
 DS0115'5 E, 16 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 18 FEET
 DS0115'SOUTHEAST OF A DOUBLE TELEPHONE POLE WHICH IS BRACED BY 4 GUY WIRES,
 DS0115'ABOUT MIDWAY BETWEEN THE 2 GUY WIRES ON THE SOUTHEAST SIDE OF THE
 DS0115'POLE, 1.8 FEET NORTHEAST OF A METAL WITNESS POST, AND ON THE TOP OF
 DS0115'A 5/8-INCH
 DS0115'COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 9 FEET AND IS
 DS0115'ENCASED IN A 6-INCH CAST IRON PIPE WHICH PROJECTS 12 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0357 ***********************************************************************
 CX0357  DESIGNATION -  C 334
 CX0357  PID         -  CX0357
 CX0357  STATE/COUNTY-  NM/OTERO
 CX0357  USGS QUAD   -  NEWMAN (1955)
 CX0357
 CX0357                         *CURRENT SURVEY CONTROL
 CX0357  ___________________________________________________________________
 CX0357* NAD 83(1986)-  32 04 39.     (N)    106 16 30.     (W)     SCALED    
 CX0357* NAVD 88     -      1241.326  (meters)    4072.58   (feet)  ADJUSTED  
 CX0357  ___________________________________________________________________
 CX0357  GEOID HEIGHT-         -23.73  (meters)                     GEOID03
 CX0357  DYNAMIC HT  -        1239.454 (meters)    4066.44  (feet)  COMP
 CX0357  MODELED GRAV-     979,088.4   (mgal)                       NAVD 88
 CX0357
 CX0357  VERT ORDER  -  FIRST     CLASS II
 CX0357
 CX0357.The horizontal coordinates were scaled from a topographic map and have
 CX0357.an estimated accuracy of +/- 6 seconds.
 CX0357
 CX0357.The orthometric height was determined by differential leveling
 CX0357.and adjusted by the National Geodetic Survey in June 1991..
 CX0357.WARNING-Repeat measurements at this control monument indicate possible
 CX0357.vertical movement.
 CX0357
 CX0357.The geoid height was determined by GEOID03.
 CX0357
 CX0357.The dynamic height is computed by dividing the NAVD 88
 CX0357.geopotential number by the normal gravity value computed on the
 CX0357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0357.degrees latitude (g = 980.6199 gals.).
 CX0357
 CX0357.The modeled gravity was interpolated from observed gravity values.
 CX0357
 CX0357;                    North         East    Units  Estimated Accuracy
 CX0357;SPC NM C     -   119,460.      497,640.      MT  (+/- 180 meters Scaled)
 CX0357
 CX0357                          SUPERSEDED SURVEY CONTROL
 CX0357
 CX0357  NGVD 29 (??/??/92) 1240.675  (m)         4070.45   (f) ADJ UNCH    1 2
 CX0357
 CX0357.Superseded values are not recommended for survey control.
 CX0357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0357.See file dsdata.txt to determine how the superseded data were derived.
 CX0357
 CX0357_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR796497(NAD 83)
 CX0357_MARKER: DB = BENCH MARK DISK
 CX0357_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CX0357_SP_SET: 5 FEET
 CX0357_STAMPING: C 334 1966
 CX0357_PROJECTION: FLUSH
 CX0357_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CX0357
 CX0357  HISTORY     - Date     Condition        Report By
 CX0357  HISTORY     - 1966     MONUMENTED       CGS
 CX0357  HISTORY     - 1967     GOOD             NGS
 CX0357  HISTORY     - 1981     GOOD             NGS
 CX0357
 CX0357                          STATION DESCRIPTION
 CX0357
 CX0357'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 CX0357'5.95 MI NE FROM NEWMAN, TEXAS.
 CX0357'ABOUT 5.95 MILES NORTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 CX0357'THE POST OFFICE AT NEWMAN, IN S 1, T 26 S, R 6 E, 3 TELEPHONE POLES
 CX0357'SOUTHWEST OF MILEPOST 1322, 11 RAILS SOUTHWEST OF THE JUNCTION OF THE
 CX0357'RAILROAD AND STATE HIGHWAY 404, 74 FEET SOUTHEAST OF THE CENTER LINE
 CX0357'OF U.S. HIGHWAY 54, 95 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE
 CX0357'TRACK, 56 FEET SOUTHWEST OF A TELEPHONE POLE, 3 FEET SOUTHWEST OF A
 CX0357'RIGHT-OF-WAY MARKER FOR THE HIGHWAY, 1.8 FEET NORTH OF A METAL WITNESS
 CX0357'POST, ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK, AND ON THE TOP OF A
 CX0357'5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 5 FEET AND IS
 CX0357'ENCASED IN A 6-INCH CAST IRON PIPE PROJECTING 10 INCHES.
 CX0357
 CX0357                          STATION RECOVERY (1981)
 CX0357
 CX0357'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CX0357'9.8 KM (6.1 MI) NORTHEAST ALONG U.S. HIGHWAY 54 FROM THE
 CX0357'TEXAS-NEW MEXICO STATE LINE IN NEWMAN, 3 POLES SOUTHWEST OF RAILROAD
 CX0357'MILEPOST 1322, 0.2 KM (0.1 MI) SOUTH-SOUTHEAST OF A SIDE ROAD
 CX0357'LEADING NORTHWEST, 29.0 METERS (95.0 FT) NORTHWEST OF THE NEAR RAIL
 CX0357'OF THE SOUTHERN PACIFIC RAILROAD, 22.6 METERS (74.0 FT) SOUTHEAST OF
 CX0357'THE CENTERLINE OF THE HIGHWAY, 17.1 METERS (56.0 FT) SOUTHWEST OF
 CX0357'A UTILITY POLE AND 0.9 METERS (3.0 FT) SOUTH OF A RIGHT-OF-WAY
 CX0357'MARKER.
 CX0357'THE MARK IS 0.5 METERS  N FROM A WITNESS POST.
 CX0357'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0742 ***********************************************************************
 CX0742  DESIGNATION -  C 335
 CX0742  PID         -  CX0742
 CX0742  STATE/COUNTY-  NM/DONA ANA
 CX0742  USGS QUAD   -  ANTHONY (1955)
 CX0742
 CX0742                         *CURRENT SURVEY CONTROL
 CX0742  ___________________________________________________________________
 CX0742* NAD 83(1986)-  32 00 33.     (N)    106 31 46.     (W)     SCALED    
 CX0742* NAVD 88     -      1301.259  (meters)    4269.21   (feet)  ADJUSTED  
 CX0742  ___________________________________________________________________
 CX0742  GEOID HEIGHT-         -23.75  (meters)                     GEOID03
 CX0742  DYNAMIC HT  -        1299.328 (meters)    4262.88  (feet)  COMP
 CX0742  MODELED GRAV-     979,109.1   (mgal)                       NAVD 88
 CX0742
 CX0742  VERT ORDER  -  FIRST     CLASS II
 CX0742
 CX0742.The horizontal coordinates were scaled from a topographic map and have
 CX0742.an estimated accuracy of +/- 6 seconds.
 CX0742
 CX0742.The orthometric height was determined by differential leveling
 CX0742.and adjusted by the National Geodetic Survey in June 1991..
 CX0742
 CX0742.The geoid height was determined by GEOID03.
 CX0742
 CX0742.The dynamic height is computed by dividing the NAVD 88
 CX0742.geopotential number by the normal gravity value computed on the
 CX0742.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0742.degrees latitude (g = 980.6199 gals.).
 CX0742
 CX0742.The modeled gravity was interpolated from observed gravity values.
 CX0742
 CX0742;                    North         East    Units  Estimated Accuracy
 CX0742;SPC NM C     -   111,920.      473,600.      MT  (+/- 180 meters Scaled)
 CX0742
 CX0742                          SUPERSEDED SURVEY CONTROL
 CX0742
 CX0742  NGVD 29 (??/??/92) 1300.720  (m)         4267.45   (f) ADJ UNCH    1 2
 CX0742
 CX0742.Superseded values are not recommended for survey control.
 CX0742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0742.See file dsdata.txt to determine how the superseded data were derived.
 CX0742
 CX0742_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR555424(NAD 83)
 CX0742_MARKER: DB = BENCH MARK DISK
 CX0742_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CX0742_SP_SET: CULVERT
 CX0742_STAMPING: C 335 1966
 CX0742_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX0742
 CX0742  HISTORY     - Date     Condition        Report By
 CX0742  HISTORY     - 1966     MONUMENTED       CGS
 CX0742  HISTORY     - 1967     GOOD             NGS
 CX0742
 CX0742                          STATION DESCRIPTION
 CX0742
 CX0742'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 CX0742'7.05 MI NE FROM ANTHONY, TEXAS.
 CX0742'ABOUT 2.0 MILES NORTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 CX0742'RAILWAY FROM THE STATION AT ANTHONY, THENCE 5.05 MILES EAST ALONG
 CX0742'STATE HIGHWAY 404 WHICH IS OHARA ROAD, IN S 28, T 26 S, R 4 E, 16 FEET
 CX0742'NORTH OF THE CENTER LINE OF THE ROAD, SET IN THE TOP AND 7 INCHES EAST
 CX0742'OF THE WEST END OF THE NORTH CONCRETE HEAD WALL OF CATTLE GUARD, AND
 CX0742'ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1983 ***********************************************************************
 CX1983  DESIGNATION -  C 335 RESET
 CX1983  PID         -  CX1983
 CX1983  STATE/COUNTY-  NM/DONA ANA
 CX1983  USGS QUAD   -  ANTHONY (1955)
 CX1983
 CX1983                         *CURRENT SURVEY CONTROL
 CX1983  ___________________________________________________________________
 CX1983* NAD 83(1986)-  32 00 33.     (N)    106 31 46.     (W)     SCALED    
 CX1983* NAVD 88     -      1301.46   (+/-2cm)    4269.9    (feet)  VERTCON   
 CX1983  ___________________________________________________________________
 CX1983  GEOID HEIGHT-         -23.75  (meters)                     GEOID03
 CX1983
 CX1983  VERT ORDER  -  THIRD (See Below)
 CX1983
 CX1983.The horizontal coordinates were scaled from a topographic map and have
 CX1983.an estimated accuracy of +/- 6 seconds.
 CX1983
 CX1983.The NAVD 88 height was computed by applying the VERTCON shift value to
 CX1983.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CX1983.The vertical order pertains to the NGVD 29 superseded value.
 CX1983
 CX1983.The geoid height was determined by GEOID03.
 CX1983
 CX1983;                    North         East    Units  Estimated Accuracy
 CX1983;SPC NM C     -   111,920.      473,600.      MT  (+/- 180 meters Scaled)
 CX1983
 CX1983                          SUPERSEDED SURVEY CONTROL
 CX1983
 CX1983  NGVD 29 (06/15/00) 1300.91   (m)         4268.1    (f) RESET       3  
 CX1983
 CX1983.Superseded values are not recommended for survey control.
 CX1983.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1983.See file dsdata.txt to determine how the superseded data were derived.
 CX1983
 CX1983_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR555424(NAD 83)
 CX1983_MARKER: DV = VERTICAL CONTROL DISK
 CX1983_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX1983_SP_SET: CONCRETE POST
 CX1983_STAMPING: C 335 RESET 1983
 CX1983_MARK LOGO: NGS   
 CX1983_MAGNETIC: N = NO MAGNETIC MATERIAL
 CX1983_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX1983+STABILITY: SURFACE MOTION
 CX1983
 CX1983  HISTORY     - Date     Condition        Report By
 CX1983  HISTORY     - 1983     MONUMENTED       NMHD
 CX1983
 CX1983                          STATION DESCRIPTION
 CX1983
 CX1983'DESCRIBED BY NM HIGHWAY DEPT 1983
 CX1983'2.0 MILES NORTHWEST ALONG THE ATCHISON, TOPEKA, AND SANTA FE RAILROAD
 CX1983'FROM STATION ANTHONY, THENCE 5.05 MILES EAST ALONG STATE HIGHWAY 404
 CX1983'WHICH IS OHARA ROAD, IN SECTION 28, TOWNSHIP 26 SOUTH, ROUTE 4 EAST,
 CX1983'100 FEET NORTH OF THE CENTERLINE OF THE ROAD AT STATION 231 + 06
 CX1983'(MILE MARKER 8.42), MARK IS 4 INCHES ABOVE GROUND ON THE NORTH
 CX1983'RIGHT-OF-WAY FENCE LINE, 84 FEET NORTH OF THE OLD BENCH MARK
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0429 ***********************************************************************
 CX0429  DESIGNATION -  C 336
 CX0429  PID         -  CX0429
 CX0429  STATE/COUNTY-  NM/DONA ANA
 CX0429  USGS QUAD   -  DAVIES TANK (1994)
 CX0429
 CX0429                         *CURRENT SURVEY CONTROL
 CX0429  ___________________________________________________________________
 CX0429* NAD 83(1986)-  32 21 29.     (N)    106 28 10.     (W)     SCALED    
 CX0429* NAVD 88     -      1274.864  (meters)    4182.62   (feet)  ADJUSTED  
 CX0429  ___________________________________________________________________
 CX0429  GEOID HEIGHT-         -23.59  (meters)                     GEOID03
 CX0429  DYNAMIC HT  -        1272.959 (meters)    4176.37  (feet)  COMP
 CX0429  MODELED GRAV-     979,100.8   (mgal)                       NAVD 88
 CX0429
 CX0429  VERT ORDER  -  FIRST     CLASS II
 CX0429
 CX0429.The horizontal coordinates were scaled from a topographic map and have
 CX0429.an estimated accuracy of +/- 6 seconds.
 CX0429
 CX0429.The orthometric height was determined by differential leveling
 CX0429.and adjusted by the National Geodetic Survey in June 1991..
 CX0429
 CX0429.The geoid height was determined by GEOID03.
 CX0429
 CX0429.The dynamic height is computed by dividing the NAVD 88
 CX0429.geopotential number by the normal gravity value computed on the
 CX0429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0429.degrees latitude (g = 980.6199 gals.).
 CX0429
 CX0429.The modeled gravity was interpolated from observed gravity values.
 CX0429
 CX0429;                    North         East    Units  Estimated Accuracy
 CX0429;SPC NM C     -   150,590.      479,350.      MT  (+/- 180 meters Scaled)
 CX0429
 CX0429                          SUPERSEDED SURVEY CONTROL
 CX0429
 CX0429  NGVD 29 (??/??/92) 1274.272  (m)         4180.67   (f) ADJ UNCH    1 2
 CX0429
 CX0429.Superseded values are not recommended for survey control.
 CX0429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0429.See file dsdata.txt to determine how the superseded data were derived.
 CX0429
 CX0429_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR617810(NAD 83)
 CX0429_MARKER: DB = BENCH MARK DISK
 CX0429_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX0429_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CX0429_STAMPING: C 336 1966
 CX0429_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX0429+STABILITY: SURFACE MOTION
 CX0429
 CX0429  HISTORY     - Date     Condition        Report By
 CX0429  HISTORY     - 1966     MONUMENTED       CGS
 CX0429  HISTORY     - 1967     GOOD             NGS
 CX0429
 CX0429                          STATION DESCRIPTION
 CX0429
 CX0429'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 CX0429'1.85 MI SE FROM W S M R HEADQUARTERS.
 CX0429'ABOUT 1.85 MILES SOUTHEAST ALONG WAR HIGHWAY 11 FROM THE WHITE SANDS
 CX0429'MISSILE RANGE HEADQUARTERS BUILDING, IN S 31, T 22 S, R 5 E, 119 FEET
 CX0429'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 41 FEET SOUTHEAST OF THE
 CX0429'CENTER LINE OF A TRACK ROAD, 9 FEET NORTHWEST OF A TELEPHONE POLE, IN
 CX0429'LINE WITH A ROW OF POLES, 2.0 FEET EAST OF A METAL WITNESS POST, ABOUT
 CX0429'1 FOOT BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A
 CX0429'CONCRETE POST PROJECTING 12 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0174 ***********************************************************************
 CX0174  DESIGNATION -  C 337
 CX0174  PID         -  CX0174
 CX0174  STATE/COUNTY-  NM/DONA ANA
 CX0174  USGS QUAD   -  BENNETT MOUNTAIN (1981)
 CX0174
 CX0174                         *CURRENT SURVEY CONTROL
 CX0174  ___________________________________________________________________
 CX0174* NAD 83(1986)-  32 30 39.     (N)    106 26 04.     (W)     SCALED    
 CX0174* NAVD 88     -      1272.447  (meters)    4174.69   (feet)  ADJUSTED  
 CX0174  ___________________________________________________________________
 CX0174  GEOID HEIGHT-         -23.41  (meters)                     GEOID03
 CX0174  DYNAMIC HT  -        1270.561 (meters)    4168.50  (feet)  COMP
 CX0174  MODELED GRAV-     979,113.1   (mgal)                       NAVD 88
 CX0174
 CX0174  VERT ORDER  -  SECOND    CLASS 0
 CX0174
 CX0174.The horizontal coordinates were scaled from a topographic map and have
 CX0174.an estimated accuracy of +/- 6 seconds.
 CX0174
 CX0174.The orthometric height was determined by differential leveling
 CX0174.and adjusted by the National Geodetic Survey in June 1991..
 CX0174
 CX0174.The geoid height was determined by GEOID03.
 CX0174
 CX0174.The dynamic height is computed by dividing the NAVD 88
 CX0174.geopotential number by the normal gravity value computed on the
 CX0174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0174.degrees latitude (g = 980.6199 gals.).
 CX0174
 CX0174.The modeled gravity was interpolated from observed gravity values.
 CX0174
 CX0174;                    North         East    Units  Estimated Accuracy
 CX0174;SPC NM C     -   167,520.      482,670.      MT  (+/- 180 meters Scaled)
 CX0174
 CX0174                          SUPERSEDED SURVEY CONTROL
 CX0174
 CX0174  NGVD 29 (??/??/92) 1271.859  (m)         4172.76   (f) ADJ UNCH    2 0
 CX0174
 CX0174.Superseded values are not recommended for survey control.
 CX0174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0174.See file dsdata.txt to determine how the superseded data were derived.
 CX0174
 CX0174_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR652979(NAD 83)
 CX0174_MARKER: DB = BENCH MARK DISK
 CX0174_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CX0174_SP_SET: MONUMENT
 CX0174_STAMPING: C 337 1968
 CX0174_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX0174
 CX0174  HISTORY     - Date     Condition        Report By
 CX0174  HISTORY     - 1968     MONUMENTED       CGS
 CX0174
 CX0174                          STATION DESCRIPTION
 CX0174
 CX0174'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 CX0174'9.6 MI NE FROM WHITE SANDS MISSILE RANGE HDQ.
 CX0174'4.2 MILES NORTH ALONG MAIN ACCESS ROAD FROM THE WHITE SANDS MISSILE
 CX0174'RANGE HEADQUARTERS, THENCE 4.6 MILES NORTHEAST ALONG U.S. HIGHWAY 70,
 CX0174'THENCE 3.3 MILES NORTHWEST AND NORTH ALONG WSMR ROUTE 7, THENCE 0.3
 CX0174'MILE WEST NORTHWEST ALONG A GRAVELED ROAD, THENCE 0.2 MILE WEST ALONG
 CX0174'A DIRT ROAD, THENCE 0.2 MILE NORTH ALONG POWERLINE ROAD.  IT IS 46.5
 CX0174'FEET NORTHEAST OF POWER POLE NO. 29, 33 FEET EAST OF THE CENTERLINE OF
 CX0174'POWERLINE ROAD, 4 FEET EAST OF A METAL WITNESS SIGN AND SET IN THE TOP
 CX0174'OF 12-INCH IN DIAMETER CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND
 CX0174'AND ABOUT THE SAME ELEVATION AS THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0544 ***********************************************************************
 CX0544  DESIGNATION -  C 338
 CX0544  PID         -  CX0544
 CX0544  STATE/COUNTY-  NM/OTERO
 CX0544  USGS QUAD   -  WHITE SANDS SE (1994)
 CX0544
 CX0544                         *CURRENT SURVEY CONTROL
 CX0544  ___________________________________________________________________
 CX0544* NAD 83(1986)-  32 17 44.     (N)    106 21 03.     (W)     SCALED    
 CX0544* NAVD 88     -      1211.473  (meters)    3974.64   (feet)  ADJUSTED  
 CX0544  ___________________________________________________________________
 CX0544  GEOID HEIGHT-         -23.78  (meters)                     GEOID03
 CX0544  DYNAMIC HT  -        1209.649 (meters)    3968.66  (feet)  COMP
 CX0544  MODELED GRAV-     979,092.2   (mgal)                       NAVD 88
 CX0544
 CX0544  VERT ORDER  -  SECOND    CLASS 0
 CX0544
 CX0544.The horizontal coordinates were scaled from a topographic map and have
 CX0544.an estimated accuracy of +/- 6 seconds.
 CX0544
 CX0544.The orthometric height was determined by differential leveling
 CX0544.and adjusted by the National Geodetic Survey in June 1991..
 CX0544
 CX0544.The geoid height was determined by GEOID03.
 CX0544
 CX0544.The dynamic height is computed by dividing the NAVD 88
 CX0544.geopotential number by the normal gravity value computed on the
 CX0544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0544.degrees latitude (g = 980.6199 gals.).
 CX0544
 CX0544.The modeled gravity was interpolated from observed gravity values.
 CX0544
 CX0544;                    North         East    Units  Estimated Accuracy
 CX0544;SPC NM C     -   143,640.      490,500.      MT  (+/- 180 meters Scaled)
 CX0544
 CX0544                          SUPERSEDED SURVEY CONTROL
 CX0544
 CX0544  NGVD 29 (??/??/92) 1210.877  (m)         3972.69   (f) ADJ UNCH    2 0
 CX0544
 CX0544.Superseded values are not recommended for survey control.
 CX0544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0544.See file dsdata.txt to determine how the superseded data were derived.
 CX0544
 CX0544_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR728739(NAD 83)
 CX0544_MARKER: DB = BENCH MARK DISK
 CX0544_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CX0544_SP_SET: MONUMENT
 CX0544_STAMPING: C 338 1969
 CX0544_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX0544
 CX0544  HISTORY     - Date     Condition        Report By
 CX0544  HISTORY     - 1969     MONUMENTED       CGS
 CX0544
 CX0544                          STATION DESCRIPTION
 CX0544
 CX0544'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CX0544'10.0 MI SE FROM WHITE SANDS MISSILE RANGE HDQ.
 CX0544'8.7 MILES SOUTH ALONG WAR HIGHWAY 11 FROM WHITE SANDS MISSILE RANGE
 CX0544'HEADQUARTERS.  THENCE EAST 0.7 MILE ALONG A DIRT ROAD.  THENCE LEFT
 CX0544'FORK EAST NORTHEAST 2.3 MILES ALONG A DIRT ROAD.  IT IS 60.0 FEET
 CX0544'NORTH OF THE CENTERLINE OF THE ROAD, 4.0 FEET SOUTH OF A METAL WITNESS
 CX0544'SIGN AND SET IN THE TOP OF A CONCRETE MONUMENT THAT IS 12-INCHES IN
 CX0544'DIAMETER AND PROJECTS ABOUT 6-INCHES ABOVE THE GROUND. IT IS ABOUT 2
 CX0544'FEET ABOVE ROAD ELEVATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0040 ***********************************************************************
 CW0040  DESIGNATION -  C 34
 CW0040  PID         -  CW0040
 CW0040  STATE/COUNTY-  NM/EDDY
 CW0040  USGS QUAD   -  SPRING LAKE (1975)
 CW0040
 CW0040                         *CURRENT SURVEY CONTROL
 CW0040  ___________________________________________________________________
 CW0040* NAD 83(1986)-  32 49 10.     (N)    104 16 12.     (W)     SCALED    
 CW0040* NAVD 88     -      1068.895  (meters)    3506.87   (feet)  ADJUSTED  
 CW0040  ___________________________________________________________________
 CW0040  GEOID HEIGHT-         -23.11  (meters)                     GEOID03
 CW0040  DYNAMIC HT  -        1067.421 (meters)    3502.03  (feet)  COMP
 CW0040  MODELED GRAV-     979,222.1   (mgal)                       NAVD 88
 CW0040
 CW0040  VERT ORDER  -  FIRST     CLASS II
 CW0040
 CW0040.The horizontal coordinates were scaled from a topographic map and have
 CW0040.an estimated accuracy of +/- 6 seconds.
 CW0040
 CW0040.The orthometric height was determined by differential leveling
 CW0040.and adjusted by the National Geodetic Survey in June 1991..
 CW0040
 CW0040.The geoid height was determined by GEOID03.
 CW0040
 CW0040.The dynamic height is computed by dividing the NAVD 88
 CW0040.geopotential number by the normal gravity value computed on the
 CW0040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0040.degrees latitude (g = 980.6199 gals.).
 CW0040
 CW0040.The modeled gravity was interpolated from observed gravity values.
 CW0040
 CW0040;                    North         East    Units  Estimated Accuracy
 CW0040;SPC NM E     -   201,730.      170,930.      MT  (+/- 180 meters Scaled)
 CW0040
 CW0040                          SUPERSEDED SURVEY CONTROL
 CW0040
 CW0040  NGVD 29 (??/??/92) 1068.423  (m)         3505.32   (f) ADJ UNCH    1 2
 CW0040
 CW0040.Superseded values are not recommended for survey control.
 CW0040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0040.See file dsdata.txt to determine how the superseded data were derived.
 CW0040
 CW0040_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES683315(NAD 83)
 CW0040_MARKER: DB = BENCH MARK DISK
 CW0040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CW0040_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CW0040_STAMPING: C 34 1933
 CW0040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CW0040+STABILITY: SURFACE MOTION
 CW0040
 CW0040  HISTORY     - Date     Condition        Report By
 CW0040  HISTORY     - 1933     MONUMENTED       CGS
 CW0040  HISTORY     - 1957     GOOD             NGS
 CW0040
 CW0040                          STATION DESCRIPTION
 CW0040
 CW0040'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 CW0040'7.95 MI E FROM ARTESIA.
 CW0040'ABOUT 0.05 MILE SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 CW0040'FROM THE STATION AT ARTESIA, THENCE 7.75 MILES EAST ALONG STATE
 CW0040'HIGHWAY 83, THENCE 0.15 MILE SOUTH ACROSS COUNTRY, AT THE FOOT OF THE
 CW0040'WEST SLOPE OF A SMALL GRADE, 65 FEET SOUTH OF THE CENTER LINE OF THE
 CW0040'OLD PORTION OF THE HIGHWAY, 2 FEET WEST OF A WHITE WOODEN WITNESS
 CW0040'POST, ABOUT LEVEL WITH THE OLD HIGHWAY BED, AND IN THE TOP OF A
 CW0040'CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0696 ***********************************************************************
 DR0696  DESIGNATION -  C 340
 DR0696  PID         -  DR0696
 DR0696  STATE/COUNTY-  NM/LINCOLN
 DR0696  USGS QUAD   -  CARRIZOZO WEST (1982)
 DR0696
 DR0696                         *CURRENT SURVEY CONTROL
 DR0696  ___________________________________________________________________
 DR0696* NAD 83(1986)-  33 39 50.     (N)    105 53 51.     (W)     SCALED    
 DR0696* NAVD 88     -      1607.688  (meters)    5274.56   (feet)  ADJUSTED  
 DR0696  ___________________________________________________________________
 DR0696  GEOID HEIGHT-         -20.39  (meters)                     GEOID03
 DR0696  DYNAMIC HT  -        1605.380 (meters)    5266.98  (feet)  COMP
 DR0696  MODELED GRAV-     979,143.9   (mgal)                       NAVD 88
 DR0696
 DR0696  VERT ORDER  -  FIRST     CLASS II
 DR0696
 DR0696.The horizontal coordinates were scaled from a topographic map and have
 DR0696.an estimated accuracy of +/- 6 seconds.
 DR0696
 DR0696.The orthometric height was determined by differential leveling
 DR0696.and adjusted by the National Geodetic Survey in June 1991..
 DR0696
 DR0696.The geoid height was determined by GEOID03.
 DR0696
 DR0696.The dynamic height is computed by dividing the NAVD 88
 DR0696.geopotential number by the normal gravity value computed on the
 DR0696.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0696.degrees latitude (g = 980.6199 gals.).
 DR0696
 DR0696.The modeled gravity was interpolated from observed gravity values.
 DR0696
 DR0696;                    North         East    Units  Estimated Accuracy
 DR0696;SPC NM C     -   295,430.      532,690.      MT  (+/- 180 meters Scaled)
 DR0696
 DR0696                          SUPERSEDED SURVEY CONTROL
 DR0696
 DR0696  NGVD 29 (??/??/92) 1607.021  (m)         5272.37   (f) ADJ UNCH    1 2
 DR0696
 DR0696.Superseded values are not recommended for survey control.
 DR0696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0696.See file dsdata.txt to determine how the superseded data were derived.
 DR0696
 DR0696_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDT167252(NAD 83)
 DR0696_MARKER: DB = BENCH MARK DISK
 DR0696_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR0696_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DR0696_STAMPING: C 340 1969
 DR0696_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR0696+STABILITY: SURFACE MOTION
 DR0696
 DR0696  HISTORY     - Date     Condition        Report By
 DR0696  HISTORY     - 1969     MONUMENTED       CGS
 DR0696
 DR0696                          STATION DESCRIPTION
 DR0696
 DR0696'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 DR0696'2.7 MI NW FROM CARIZOZO.
 DR0696'ABOUT 0.45 MILE NORTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 DR0696'THE STATION AT CARRIZOZO, THENCE 2.25 MILES NORTHWEST ALONG U.S.
 DR0696'HIGHWAY 380, IN SECTION 28, T 7 S, R 10 E, 0.15 MILE NORTHWEST OF A
 DR0696'CONCRETE HIGHWAY BRIDGE, 56 FEET SOUTHWEST OF THE CENTER LINE OF THE
 DR0696'HIGHWAY, 35 1/2 FEET NORTHWEST OF A TELEPHONE POLE, 10 FEET NORTHEAST
 DR0696'OF THE NORTHEAST LEG OF A SIGN, 1 1/2 FEET NORTHEAST OF A FENCE, 1.7
 DR0696'FEET SOUTHEAST OF A METAL WITNESS POST, ABOUT 3 1/2 FEET BELOW THE
 DR0696'LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST WHICH
 DR0696'PROJECTS 4 INCHES ABOVE THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0037 ***********************************************************************
 DS0037  DESIGNATION -  C 341
 DS0037  PID         -  DS0037
 DS0037  STATE/COUNTY-  NM/SOCORRO
 DS0037  USGS QUAD   -  GARDEN SPRING CANYON (1982)
 DS0037
 DS0037                         *CURRENT SURVEY CONTROL
 DS0037  ___________________________________________________________________
 DS0037* NAD 83(1986)-  33 51 00.     (N)    106 17 42.     (W)     SCALED    
 DS0037* NAVD 88     -      1830.229  (meters)    6004.68   (feet)  ADJUSTED  
 DS0037  ___________________________________________________________________
 DS0037  GEOID HEIGHT-         -21.03  (meters)                     GEOID03
 DS0037  DYNAMIC HT  -        1827.529 (meters)    5995.82  (feet)  COMP
 DS0037  MODELED GRAV-     979,095.7   (mgal)                       NAVD 88
 DS0037
 DS0037  VERT ORDER  -  FIRST     CLASS II
 DS0037
 DS0037.The horizontal coordinates were scaled from a topographic map and have
 DS0037.an estimated accuracy of +/- 6 seconds.
 DS0037
 DS0037.The orthometric height was determined by differential leveling
 DS0037.and adjusted by the National Geodetic Survey in June 1991..
 DS0037
 DS0037.The geoid height was determined by GEOID03.
 DS0037
 DS0037.The dynamic height is computed by dividing the NAVD 88
 DS0037.geopotential number by the normal gravity value computed on the
 DS0037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0037.degrees latitude (g = 980.6199 gals.).
 DS0037
 DS0037.The modeled gravity was interpolated from observed gravity values.
 DS0037
 DS0037;                    North         East    Units  Estimated Accuracy
 DS0037;SPC NM C     -   316,020.      495,840.      MT  (+/- 180 meters Scaled)
 DS0037
 DS0037                          SUPERSEDED SURVEY CONTROL
 DS0037
 DS0037  NGVD 29 (??/??/92) 1829.466  (m)         6002.17   (f) ADJ UNCH    1 2
 DS0037
 DS0037.Superseded values are not recommended for survey control.
 DS0037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0037.See file dsdata.txt to determine how the superseded data were derived.
 DS0037
 DS0037_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT801462(NAD 83)
 DS0037_MARKER: DB = BENCH MARK DISK
 DS0037_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DS0037_SP_SET: CULVERT
 DS0037_STAMPING: C 341 1969
 DS0037_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DS0037
 DS0037  HISTORY     - Date     Condition        Report By
 DS0037  HISTORY     - 1969     MONUMENTED       CGS
 DS0037
 DS0037                          STATION DESCRIPTION
 DS0037
 DS0037'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 DS0037'33.75 MI E FROM SAN ANTONIO.
 DS0037'ABOUT 33.75 MILES EAST ALONG U.S. HIGHWAY 380 FROM THE POST OFFICE AT
 DS0037'SAN ANTONIO, IN SECTION 26, T 5 S, R 6 E, 20 FEET NORTHEAST OF THE
 DS0037'CENTER LINE OF THE HIGHWAY, SET IN THE TOP AND 1.4 FEET SOUTHEAST OF
 DS0037'THE NORTHWEST END OF THE NORTHEAST CONCRETE HEADWALL OF A FOUR-CHANNEL
 DS0037'CONCRETE CULVERT, AND ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0213 ***********************************************************************
 DS0213  DESIGNATION -  C 342
 DS0213  PID         -  DS0213
 DS0213  STATE/COUNTY-  NM/SOCORRO
 DS0213  USGS QUAD   -  OSCURA PEAK (1982)
 DS0213
 DS0213                         *CURRENT SURVEY CONTROL
 DS0213  ___________________________________________________________________
 DS0213* NAD 83(1986)-  33 43 47.     (N)    106 17 44.     (W)     SCALED    
 DS0213* NAVD 88     -      2056.259  (meters)    6746.24   (feet)  ADJUSTED  
 DS0213  ___________________________________________________________________
 DS0213  GEOID HEIGHT-         -21.20  (meters)                     GEOID03
 DS0213  DYNAMIC HT  -        2053.142 (meters)    6736.02  (feet)  COMP
 DS0213  MODELED GRAV-     979,046.3   (mgal)                       NAVD 88
 DS0213
 DS0213  VERT ORDER  -  SECOND    CLASS 0
 DS0213
 DS0213.The horizontal coordinates were scaled from a topographic map and have
 DS0213.an estimated accuracy of +/- 6 seconds.
 DS0213
 DS0213.The orthometric height was determined by differential leveling
 DS0213.and adjusted by the National Geodetic Survey in June 1991..
 DS0213
 DS0213.The geoid height was determined by GEOID03.
 DS0213
 DS0213.The dynamic height is computed by dividing the NAVD 88
 DS0213.geopotential number by the normal gravity value computed on the
 DS0213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0213.degrees latitude (g = 980.6199 gals.).
 DS0213
 DS0213.The modeled gravity was interpolated from observed gravity values.
 DS0213
 DS0213;                    North         East    Units  Estimated Accuracy
 DS0213;SPC NM C     -   302,680.      495,780.      MT  (+/- 180 meters Scaled)
 DS0213
 DS0213                          SUPERSEDED SURVEY CONTROL
 DS0213
 DS0213  NGVD 29 (??/??/92) 2055.453  (m)         6743.60   (f) ADJ UNCH    2 0
 DS0213
 DS0213.Superseded values are not recommended for survey control.
 DS0213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0213.See file dsdata.txt to determine how the superseded data were derived.
 DS0213
 DS0213_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT799329(NAD 83)
 DS0213_MARKER: DB = BENCH MARK DISK
 DS0213_SETTING: 66 = SET IN ROCK OUTCROP
 DS0213_SP_SET: OUTCROP
 DS0213_STAMPING: C 342 1969
 DS0213_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DS0213+STABILITY: POSITION/ELEVATION WELL
 DS0213
 DS0213  HISTORY     - Date     Condition        Report By
 DS0213  HISTORY     - 1969     MONUMENTED       CGS
 DS0213
 DS0213                          STATION DESCRIPTION
 DS0213
 DS0213'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 DS0213'26.3 MI NW FROM OSCURO.
 DS0213'ABOUT 7.75 MILES NORTHWEST ALONG WHITE SANDS MISSILE RANGE ROUTE 12
 DS0213'FROM THE STORE AT OSCURO, THENCE 18.55 MILES NORTHWEST ALONG WHITE
 DS0213'SANDS MISSILE RANGE ROUTE 9, IN SECTION 10, T 7 S, R 6 E, 31 FEET
 DS0213'NORTHEAST OF THE CENTER LINE OF THE ROUTE, SET IN THE TOP OF A 2- X
 DS0213'2-FOOT ROCK OUTCROP, 0.7 FOOT WEST OF A METAL WITNESS POST, AND ABOUT
 DS0213'2 1/2 FEET ABOVE THE LEVEL OF THE ROUTE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0197 ***********************************************************************
 DS0197  DESIGNATION -  C 343
 DS0197  PID         -  DS0197
 DS0197  STATE/COUNTY-  NM/SOCORRO
 DS0197  USGS QUAD   -  OSCURA PEAK (1982)
 DS0197
 DS0197                         *CURRENT SURVEY CONTROL
 DS0197  ___________________________________________________________________
 DS0197* NAD 83(1986)-  33 40 21.     (N)    106 22 04.     (W)     SCALED    
 DS0197* NAVD 88     -      2485.012  (meters)    8152.91   (feet)  ADJUSTED  
 DS0197  ___________________________________________________________________
 DS0197  GEOID HEIGHT-         -21.54  (meters)                     GEOID03
 DS0197  DYNAMIC HT  -        2481.028 (meters)    8139.84  (feet)  COMP
 DS0197  MODELED GRAV-     978,942.2   (mgal)                       NAVD 88
 DS0197
 DS0197  VERT ORDER  -  SECOND    CLASS 0
 DS0197
 DS0197.The horizontal coordinates were scaled from a topographic map and have
 DS0197.an estimated accuracy of +/- 6 seconds.
 DS0197
 DS0197.The orthometric height was determined by differential leveling
 DS0197.and adjusted by the National Geodetic Survey in June 1991..
 DS0197
 DS0197.The geoid height was determined by GEOID03.
 DS0197
 DS0197.The dynamic height is computed by dividing the NAVD 88
 DS0197.geopotential number by the normal gravity value computed on the
 DS0197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0197.degrees latitude (g = 980.6199 gals.).
 DS0197
 DS0197.The modeled gravity was interpolated from observed gravity values.
 DS0197
 DS0197;                    North         East    Units  Estimated Accuracy
 DS0197;SPC NM C     -   296,340.      489,080.      MT  (+/- 180 meters Scaled)
 DS0197
 DS0197                          SUPERSEDED SURVEY CONTROL
 DS0197
 DS0197  NGVD 29 (??/??/92) 2484.058  (m)         8149.78   (f) ADJ UNCH    2 0
 DS0197
 DS0197.Superseded values are not recommended for survey control.
 DS0197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0197.See file dsdata.txt to determine how the superseded data were derived.
 DS0197
 DS0197_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT732266(NAD 83)
 DS0197_MARKER: DB = BENCH MARK DISK
 DS0197_SETTING: 66 = SET IN ROCK OUTCROP
 DS0197_SP_SET: OUTCROP
 DS0197_STAMPING: C 343 1969
 DS0197_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DS0197+STABILITY: POSITION/ELEVATION WELL
 DS0197
 DS0197  HISTORY     - Date     Condition        Report By
 DS0197  HISTORY     - 1969     MONUMENTED       CGS
 DS0197
 DS0197                          STATION DESCRIPTION
 DS0197
 DS0197'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 DS0197'36.25 MI NW FROM OSCURO.
 DS0197'ABOUT 7.75 MILES NORTHWEST ALONG WHITE SANDS MISSILE RANGE ROUTE 12
 DS0197'FROM THE STORE AT OSCURO, THENCE 20.55 MILES NORTHWEST ALONG WHITE
 DS0197'SANDS MISSILE RANGE ROUTE 9, THENCE 7.95 MILES SOUTHWEST ALONG ROAD
 DS0197'NUMBER 332, IN SECTION 31, T 7 S, R 6 E, 29 FEET SOUTHWEST OF THE
 DS0197'CENTER LINE OF THE ROAD, SET IN THE TOP OF A 4- X 4-FOOT ROCK OUTCROP,
 DS0197'1.1 FEET SOUTHEAST OF A METAL WITNESS POST, AND ABOUT 4 FEET ABOVE THE
 DS0197'LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0285 ***********************************************************************
 DS0285  DESIGNATION -  C 344
 DS0285  PID         -  DS0285
 DS0285  STATE/COUNTY-  NM/LINCOLN
 DS0285  USGS QUAD   -  OSCURA PEAK (1982)
 DS0285
 DS0285                         *CURRENT SURVEY CONTROL
 DS0285  ___________________________________________________________________
 DS0285* NAD 83(1986)-  33 38 36.     (N)    106 17 09.     (W)     SCALED    
 DS0285* NAVD 88     -      1607.689  (meters)    5274.56   (feet)  ADJUSTED  
 DS0285  ___________________________________________________________________
 DS0285  GEOID HEIGHT-         -21.45  (meters)                     GEOID03
 DS0285  DYNAMIC HT  -        1605.325 (meters)    5266.80  (feet)  COMP
 DS0285  MODELED GRAV-     979,109.6   (mgal)                       NAVD 88
 DS0285
 DS0285  VERT ORDER  -  SECOND    CLASS 0
 DS0285
 DS0285.The horizontal coordinates were scaled from a topographic map and have
 DS0285.an estimated accuracy of +/- 6 seconds.
 DS0285
 DS0285.The orthometric height was determined by differential leveling
 DS0285.and adjusted by the National Geodetic Survey in June 1991..
 DS0285
 DS0285.The geoid height was determined by GEOID03.
 DS0285
 DS0285.The dynamic height is computed by dividing the NAVD 88
 DS0285.geopotential number by the normal gravity value computed on the
 DS0285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0285.degrees latitude (g = 980.6199 gals.).
 DS0285
 DS0285.The modeled gravity was interpolated from observed gravity values.
 DS0285
 DS0285;                    North         East    Units  Estimated Accuracy
 DS0285;SPC NM C     -   293,100.      496,680.      MT  (+/- 180 meters Scaled)
 DS0285
 DS0285                          SUPERSEDED SURVEY CONTROL
 DS0285
 DS0285  NGVD 29 (??/??/92) 1606.952  (m)         5272.14   (f) ADJ UNCH    2 0
 DS0285
 DS0285.Superseded values are not recommended for survey control.
 DS0285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0285.See file dsdata.txt to determine how the superseded data were derived.
 DS0285
 DS0285_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT807233(NAD 83)
 DS0285_MARKER: DB = BENCH MARK DISK
 DS0285_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DS0285_SP_SET: 20 FT
 DS0285_STAMPING: C 344 1969
 DS0285_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DS0285
 DS0285  HISTORY     - Date     Condition        Report By
 DS0285  HISTORY     - 1969     MONUMENTED       CGS
 DS0285
 DS0285                          STATION DESCRIPTION
 DS0285
 DS0285'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 DS0285'20.6 MI NW FROM OSCURO.
 DS0285'ABOUT 7.75 MILES NORTHWEST ALONG WHITE SANDS MISSILE RANGE ROUTE 12
 DS0285'FROM THE STORE AT OSCURO, THENCE 5.55 MILES NORTHWEST ALONG WHITE
 DS0285'SANDS MISSILE RANGE ROUTE 9, THENCE 7.3 MILES NORTHWEST ALONG ROAD
 DS0285'NUMBER 331, IN SECTION 12, T 8 S, R 6 E, 68 FEET NORTHEAST OF THE
 DS0285'CENTER LINE OF THE ROAD, 1.2 FEET SOUTHWEST OF A METAL WITNESS POST,
 DS0285'ABOUT 1 FOOT BELOW THE LEVEL OF THE ROAD, AND ON THE TOP OF A 5/8-INCH
 DS0285'COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 20 FEET AND IS ENCASED
 DS0285'IN A 6-INCH IRON PIPE WHICH PROJECTS 5 INCHES ABOVE THE SURFACE OF THE
 DS0285'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0628 ***********************************************************************
 CW0628  DESIGNATION -  C 345
 CW0628  PID         -  CW0628
 CW0628  STATE/COUNTY-  NM/EDDY
 CW0628  USGS QUAD   -  CARLSBAD EAST (1985)
 CW0628
 CW0628                         *CURRENT SURVEY CONTROL
 CW0628  ___________________________________________________________________
 CW0628* NAD 83(1986)-  32 23 08.     (N)    104 12 40.     (W)     SCALED    
 CW0628* NAVD 88     -       953.614  (meters)    3128.65   (feet)  ADJUSTED  
 CW0628  ___________________________________________________________________
 CW0628  GEOID HEIGHT-         -24.38  (meters)                     GEOID03
 CW0628  DYNAMIC HT  -         952.256 (meters)    3124.19  (feet)  COMP
 CW0628  MODELED GRAV-     979,183.1   (mgal)                       NAVD 88
 CW0628
 CW0628  VERT ORDER  -  FIRST     CLASS I
 CW0628
 CW0628.The horizontal coordinates were scaled from a topographic map and have
 CW0628.an estimated accuracy of +/- 6 seconds.
 CW0628
 CW0628.The orthometric height was determined by differential leveling
 CW0628.and adjusted by the National Geodetic Survey in June 1991..
 CW0628
 CW0628.The geoid height was determined by GEOID03.
 CW0628
 CW0628.The dynamic height is computed by dividing the NAVD 88
 CW0628.geopotential number by the normal gravity value computed on the
 CW0628.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0628.degrees latitude (g = 980.6199 gals.).
 CW0628
 CW0628.The modeled gravity was interpolated from observed gravity values.
 CW0628
 CW0628;                    North         East    Units  Estimated Accuracy
 CW0628;SPC NM E     -   153,630.      176,500.      MT  (+/- 180 meters Scaled)
 CW0628
 CW0628                          SUPERSEDED SURVEY CONTROL
 CW0628
 CW0628  NGVD 29 (??/??/92)  953.133  (m)         3127.07   (f) ADJ UNCH    1 1
 CW0628
 CW0628.Superseded values are not recommended for survey control.
 CW0628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0628.See file dsdata.txt to determine how the superseded data were derived.
 CW0628
 CW0628_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SER742834(NAD 83)
 CW0628_MARKER: DB = BENCH MARK DISK
 CW0628_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CW0628_SP_SET: COPPER-CLAD STEEL ROD
 CW0628_STAMPING: C 345 1977
 CW0628_MARK LOGO: NGS   
 CW0628_PROJECTION: PROJECTING 10 CENTIMETERS
 CW0628_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CW0628
 CW0628  HISTORY     - Date     Condition        Report By
 CW0628  HISTORY     - 1977     MONUMENTED       NGS
 CW0628  HISTORY     - 1981     GOOD             NGS
 CW0628
 CW0628                          STATION DESCRIPTION
 CW0628
 CW0628'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CW0628'0.9 KM (0.55 MI) SE FROM CARLSBAD.
 CW0628'0.9 KM (0.55 MI) SOUTHEAST ALONG U.S. HIGHWAY 285 FROM ITS SOUTH
 CW0628'JUNCTION WITH U.S. HIGHWAYS 62 AND 180 IN CARLSBAD, AT THE
 CW0628'INTERSECTION OF CALVANI ROAD LEADING EAST, 41.5 METERS (136.0 FT)
 CW0628'EAST OF THE CENTERLINE OF THE NORTH BOUND LANES OF THE HIGHWAY,
 CW0628'12.0 METERS (39.5 FT) EAST OF THE NEAR RAIL OF THE ATCHISON, TOPEKA
 CW0628'AND SANTA FE RAILROAD, 5.6 METERS (18.5 FT) NORTH-NORTHWEST OF THE
 CW0628'CENTER OF THE ROAD, AND 0.5 METER (1.5 FT) WEST OF UTILITY POLE
 CW0628'NUMBER 16901-1.
 CW0628'THE MARK IS 0.5 METERS  E FROM A WITNESS POST.
 CW0628'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0609 ***********************************************************************
 CW0609  DESIGNATION -  C 346
 CW0609  PID         -  CW0609
 CW0609  STATE/COUNTY-  NM/EDDY
 CW0609  USGS QUAD   -  INDIAN FLATS (1985)
 CW0609
 CW0609                         *CURRENT SURVEY CONTROL
 CW0609  ___________________________________________________________________
 CW0609* NAD 83(1986)-  32 25 26.     (N)    104 03 18.     (W)     SCALED    
 CW0609* NAVD 88     -       966.444  (meters)    3170.74   (feet)  ADJUSTED  
 CW0609  ___________________________________________________________________
 CW0609  GEOID HEIGHT-         -24.42  (meters)                     GEOID03
 CW0609  DYNAMIC HT  -         965.059 (meters)    3166.20  (feet)  COMP
 CW0609  MODELED GRAV-     979,173.6   (mgal)                       NAVD 88
 CW0609
 CW0609  VERT ORDER  -  FIRST     CLASS I
 CW0609
 CW0609.The horizontal coordinates were scaled from a topographic map and have
 CW0609.an estimated accuracy of +/- 6 seconds.
 CW0609
 CW0609.The orthometric height was determined by differential leveling
 CW0609.and adjusted by the National Geodetic Survey in June 1991..
 CW0609
 CW0609.The geoid height was determined by GEOID03.
 CW0609
 CW0609.The dynamic height is computed by dividing the NAVD 88
 CW0609.geopotential number by the normal gravity value computed on the
 CW0609.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0609.degrees latitude (g = 980.6199 gals.).
 CW0609
 CW0609.The modeled gravity was interpolated from observed gravity values.
 CW0609
 CW0609;                    North         East    Units  Estimated Accuracy
 CW0609;SPC NM E     -   157,900.      191,180.      MT  (+/- 180 meters Scaled)
 CW0609
 CW0609                          SUPERSEDED SURVEY CONTROL
 CW0609
 CW0609  NGVD 29 (??/??/92)  965.953  (m)         3169.13   (f) ADJ UNCH    1 1
 CW0609
 CW0609.Superseded values are not recommended for survey control.
 CW0609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0609.See file dsdata.txt to determine how the superseded data were derived.
 CW0609
 CW0609_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SER888878(NAD 83)
 CW0609_MARKER: DB = BENCH MARK DISK
 CW0609_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CW0609_SP_SET: 8 FT.
 CW0609_STAMPING: C 346 1977
 CW0609_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CW0609
 CW0609  HISTORY     - Date     Condition        Report By
 CW0609  HISTORY     - 1977     MONUMENTED       NGS
 CW0609  HISTORY     - 1981     GOOD             NGS
 CW0609
 CW0609                          STATION DESCRIPTION
 CW0609
 CW0609'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CW0609'10.25 MI EAST FROM CARLSBAD.
 CW0609'2.45 MILES NORTHEAST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE EAST END
 CW0609'OF THE BATAAN BRIDGE OVER THE PECOS RIVER, THENCE 7.8 MILES EAST
 CW0609'ALONG A PIPE LINE ROAD, 152 FT. WEST OF THE CENTER LINE OF A ROAD
 CW0609'LEADING NORTH, 39.5 FT. NORTH OF THE CENTER LINE OF THE ROAD, 3.5 FT.
 CW0609'WEST OF A POWER LINE POLE, THE DISK IS 0.4 FT. BELOW THE LEVEL OF THE
 CW0609'GROUND, ACCESS TO WHICH IS HAD THROUGH A 4-INCH PLASTIC SCREW PLUG
 CW0609'WHICH PROJECTS 0.1 FT. ABOVE THE GROUND.
 CW0609
 CW0609                          STATION RECOVERY (1981)
 CW0609
 CW0609'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CW0609'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0640 ***********************************************************************
 CW0640  DESIGNATION -  C 347
 CW0640  PID         -  CW0640
 CW0640  STATE/COUNTY-  NM/EDDY
 CW0640  USGS QUAD   -  GRAPEVINE DRAW (1978)
 CW0640
 CW0640                         *CURRENT SURVEY CONTROL
 CW0640  ___________________________________________________________________
 CW0640* NAD 83(1986)-  32 02 42.     (N)    104 31 42.     (W)     SCALED    
 CW0640* NAVD 88     -      1187.537  (meters)    3896.11   (feet)  ADJUSTED  
 CW0640  ___________________________________________________________________
 CW0640  GEOID HEIGHT-         -23.82  (meters)                     GEOID03
 CW0640  DYNAMIC HT  -        1185.752 (meters)    3890.25  (feet)  COMP
 CW0640  MODELED GRAV-     979,095.1   (mgal)                       NAVD 88
 CW0640
 CW0640  VERT ORDER  -  FIRST     CLASS I
 CW0640
 CW0640.The horizontal coordinates were scaled from a topographic map and have
 CW0640.an estimated accuracy of +/- 6 seconds.
 CW0640
 CW0640.The orthometric height was determined by differential leveling
 CW0640.and adjusted by the National Geodetic Survey in June 1991..
 CW0640
 CW0640.The geoid height was determined by GEOID03.
 CW0640
 CW0640.The dynamic height is computed by dividing the NAVD 88
 CW0640.geopotential number by the normal gravity value computed on the
 CW0640.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0640.degrees latitude (g = 980.6199 gals.).
 CW0640
 CW0640.The modeled gravity was interpolated from observed gravity values.
 CW0640
 CW0640;                    North         East    Units  Estimated Accuracy
 CW0640;SPC NM E     -   115,870.      146,590.      MT  (+/- 180 meters Scaled)
 CW0640
 CW0640                          SUPERSEDED SURVEY CONTROL
 CW0640
 CW0640  NGVD 29 (??/??/92) 1186.985  (m)         3894.30   (f) ADJ UNCH    1 1
 CW0640
 CW0640.Superseded values are not recommended for survey control.
 CW0640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0640.See file dsdata.txt to determine how the superseded data were derived.
 CW0640
 CW0640_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SER445455(NAD 83)
 CW0640_MARKER: DB = BENCH MARK DISK
 CW0640_SETTING: 80 = SET IN A BOULDER
 CW0640_STAMPING: C 347 1977
 CW0640_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CW0640+STABILITY: SURFACE MOTION
 CW0640
 CW0640  HISTORY     - Date     Condition        Report By
 CW0640  HISTORY     - 1977     MONUMENTED       NGS
 CW0640
 CW0640                          STATION DESCRIPTION
 CW0640
 CW0640'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CW0640'15.4 MI SW FROM WHITES CITY.
 CW0640'6.5 MILES SOUTHWEST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE
 CW0640'JUNCTION OF STATE HIGHWAY 7, THENCE 6.2 MILES SOUTHWEST ALONG
 CW0640'A PAVED COUNTY ROAD (TO SLAUGHTER CANYON AND NEW CAVE) TO
 CW0640'THE END OF PAVEMENT AND THE JUNCTION OF TWO GRAVEL ROADS,
 CW0640'THENCE 1.75 MILES SOUTHWEST TO A FORKED JUNCTION WITH A ROAD LEADING
 CW0640'SOUTH, THENCE 0.95 MILE SOUTHWEST ALONG A ROCKY ROAD KNOWN FORMERLY
 CW0640'AS THE 1933 ROUTE OF U.S. HIGHWAY 62, AT THE CREST OF A HILL,
 CW0640'14 FT. WEST OF THE CENTER LINE OF THE ROAD, 293 FT. WEST-NORTHWEST
 CW0640'OF WHAT APPEARS TO BE A CAPPED WELL, ABOUT FLUSH WITH THE GROUND
 CW0640'AND SURROUNDED BY LOOSE ROCKS.  NOTE-THE CAPPED WELL IS 0.4 FT.
 CW0640'ROUND, THE CAP IS 0.3 FT. ROUND AND IS 4.5 FT. LONG, HAS THE RANGE
 CW0640'24 E EDDY CO N.M., SEC 7.17, TOWNSHIP 265, AND BLACK RIVER CORP,
 CW0640'WELDED ON IT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0518 ***********************************************************************
 CV0518  DESIGNATION -  C 348
 CV0518  PID         -  CV0518
 CV0518  STATE/COUNTY-  NM/EDDY
 CV0518  USGS QUAD   -  THE DIVIDE (1984)
 CV0518
 CV0518                         *CURRENT SURVEY CONTROL
 CV0518  ___________________________________________________________________
 CV0518* NAD 83(1986)-  32 24 02.     (N)    103 44 22.     (W)     SCALED    
 CV0518* NAVD 88     -      1089.651  (meters)    3574.96   (feet)  ADJUSTED  
 CV0518  ___________________________________________________________________
 CV0518  GEOID HEIGHT-         -24.13  (meters)                     GEOID03
 CV0518  DYNAMIC HT  -        1088.076 (meters)    3569.80  (feet)  COMP
 CV0518  MODELED GRAV-     979,156.4   (mgal)                       NAVD 88
 CV0518
 CV0518  VERT ORDER  -  FIRST     CLASS I
 CV0518
 CV0518.The horizontal coordinates were scaled from a topographic map and have
 CV0518.an estimated accuracy of +/- 6 seconds.
 CV0518
 CV0518.The orthometric height was determined by differential leveling
 CV0518.and adjusted by the National Geodetic Survey in June 1991..
 CV0518
 CV0518.The geoid height was determined by GEOID03.
 CV0518
 CV0518.The dynamic height is computed by dividing the NAVD 88
 CV0518.geopotential number by the normal gravity value computed on the
 CV0518.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0518.degrees latitude (g = 980.6199 gals.).
 CV0518
 CV0518.The modeled gravity was interpolated from observed gravity values.
 CV0518
 CV0518;                    North         East    Units  Estimated Accuracy
 CV0518;SPC NM E     -   155,440.      220,870.      MT  (+/- 180 meters Scaled)
 CV0518
 CV0518                          SUPERSEDED SURVEY CONTROL
 CV0518
 CV0518  NGVD 29 (??/??/92) 1089.151  (m)         3573.32   (f) ADJ UNCH    1 1
 CV0518
 CV0518.Superseded values are not recommended for survey control.
 CV0518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0518.See file dsdata.txt to determine how the superseded data were derived.
 CV0518
 CV0518_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFR185855(NAD 83)
 CV0518_MARKER: DB = BENCH MARK DISK
 CV0518_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CV0518_SP_SET: 14 FT.
 CV0518_STAMPING: C 348 1977
 CV0518_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CV0518
 CV0518  HISTORY     - Date     Condition        Report By
 CV0518  HISTORY     - 1977     MONUMENTED       NGS
 CV0518
 CV0518                          STATION DESCRIPTION
 CV0518
 CV0518'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CV0518'41.45 MI EAST FROM CARLSBAD.
 CV0518'17.2 MILES NORTHEAST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE EAST END
 CV0518'OF THE BATAAN BRIDGE OVER THE PECOS RIVER, THENCE 7.8 MILES SOUTH
 CV0518'ALONG STATE HIGHWAY 31, THENCE 5.05 MILES EAST ALONG A DIRT ROAD,
 CV0518'THENCE 3.7 MILES SOUTH ALONG A DIRT ROAD, THENCE 7.7 MILES EAST
 CV0518'ALONG A PIPE LINE ROAD, AT THE JUNCTION OF A NORTH-SOUTH DIRT ROAD,
 CV0518'93 FT. SOUTH OF THE CENTER LINE OF THE ROAD, 37 FT. EAST OF THE
 CV0518'CENTER LINE OF THE ROAD LEADING SOUTH, THE DISK IS 0.2 FT. BELOW THE
 CV0518'LEVEL OF THE GROUND, ACCESS TO WHICH IS HAD THROUGH A 4-INCH PLASTIC
 CV0518'SCREW PLUG WHICH IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0609 ***********************************************************************
 CV0609  DESIGNATION -  C 349
 CV0609  PID         -  CV0609
 CV0609  STATE/COUNTY-  NM/EDDY
 CV0609  USGS QUAD   -  LOS MEDANOS (1985)
 CV0609
 CV0609                         *CURRENT SURVEY CONTROL
 CV0609  ___________________________________________________________________
 CV0609* NAD 83(1986)-  32 20 10.     (N)    103 49 00.     (W)     SCALED    
 CV0609* NAVD 88     -      1010.773  (meters)    3316.18   (feet)  ADJUSTED  
 CV0609  ___________________________________________________________________
 CV0609  GEOID HEIGHT-         -24.59  (meters)                     GEOID03
 CV0609  DYNAMIC HT  -        1009.309 (meters)    3311.37  (feet)  COMP
 CV0609  MODELED GRAV-     979,156.4   (mgal)                       NAVD 88
 CV0609
 CV0609  VERT ORDER  -  FIRST     CLASS I
 CV0609
 CV0609.The horizontal coordinates were scaled from a topographic map and have
 CV0609.an estimated accuracy of +/- 6 seconds.
 CV0609
 CV0609.The orthometric height was determined by differential leveling
 CV0609.and adjusted by the National Geodetic Survey in June 1991..
 CV0609
 CV0609.The geoid height was determined by GEOID03.
 CV0609
 CV0609.The dynamic height is computed by dividing the NAVD 88
 CV0609.geopotential number by the normal gravity value computed on the
 CV0609.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0609.degrees latitude (g = 980.6199 gals.).
 CV0609
 CV0609.The modeled gravity was interpolated from observed gravity values.
 CV0609
 CV0609;                    North         East    Units  Estimated Accuracy
 CV0609;SPC NM E     -   148,250.      213,640.      MT  (+/- 180 meters Scaled)
 CV0609
 CV0609                          SUPERSEDED SURVEY CONTROL
 CV0609
 CV0609  NGVD 29 (??/??/92) 1010.272  (m)         3314.53   (f) ADJ UNCH    1 1
 CV0609
 CV0609.Superseded values are not recommended for survey control.
 CV0609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0609.See file dsdata.txt to determine how the superseded data were derived.
 CV0609
 CV0609_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFR113783(NAD 83)
 CV0609_MARKER: DB = BENCH MARK DISK
 CV0609_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CV0609_SP_SET: 5 FT.
 CV0609_STAMPING: C 349 1977
 CV0609_MARK LOGO: NGS   
 CV0609_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CV0609
 CV0609  HISTORY     - Date     Condition        Report By
 CV0609  HISTORY     - 1977     MONUMENTED       NGS
 CV0609  HISTORY     - 1981     GOOD             NGS
 CV0609
 CV0609                          STATION DESCRIPTION
 CV0609
 CV0609'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CV0609'44.1 MI EAST FROM CARLSBAD.
 CV0609'17.2 MILES NORTHEAST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE EAST END
 CV0609'OF THE BATAAN BRIDGE OVER THE PECOS RIVER, THENCE 14.95 MILES SOUTH
 CV0609'ALONG STATE HIGHWAY 31, THENCE 10.2 MILES EAST ALONG STATE HIGHWAY
 CV0609'128, THENCE 0.8 MILE NORTH ALONG A DIRT ROAD, THENCE 0.95 MILE EAST
 CV0609'ALONG A DIRT ROAD, AT THE JUNCTION OF A DIRT ROAD LEADING EAST TO A
 CV0609'GAS WELL AND A POINT WHERE THE ROAD TURNS TO THE NORTHEAST AROUND THE
 CV0609'WELL, 26 FT. SOUTHEAST OF THE CENTER LINE OF THE ROAD, 29 FT. NORTH
 CV0609'OF THE CENTER LINE OF THE ROAD LEADING EAST, THE DISK IS 0.3 FT.
 CV0609'BELOW THE LEVEL OF THE GROUND, ACCESS TO WHICH IS HAD THROUGH A
 CV0609'4-INCH PLASTIC SCREW PLUG WHICH IS FLUSH WITH THE GROUND.
 CV0609
 CV0609                          STATION RECOVERY (1981)
 CV0609
 CV0609'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CV0609'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0248 ***********************************************************************
 CV0248  DESIGNATION -  C 35
 CV0248  PID         -  CV0248
 CV0248  STATE/COUNTY-  NM/LEA
 CV0248  USGS QUAD   -  LOVINGTON NW (1985)
 CV0248
 CV0248                         *CURRENT SURVEY CONTROL
 CV0248  ___________________________________________________________________
 CV0248* NAD 83(1986)-  32 56 35.     (N)    103 24 16.     (W)     SCALED    
 CV0248* NAVD 88     -      1208.522  (meters)    3964.96   (feet)  ADJUSTED  
 CV0248  ___________________________________________________________________
 CV0248  GEOID HEIGHT-         -21.79  (meters)                     GEOID03
 CV0248  DYNAMIC HT  -        1206.864 (meters)    3959.52  (feet)  COMP
 CV0248  MODELED GRAV-     979,223.4   (mgal)                       NAVD 88
 CV0248
 CV0248  VERT ORDER  -  FIRST     CLASS II
 CV0248
 CV0248.The horizontal coordinates were scaled from a topographic map and have
 CV0248.an estimated accuracy of +/- 6 seconds.
 CV0248
 CV0248.The orthometric height was determined by differential leveling
 CV0248.and adjusted by the National Geodetic Survey in June 1991..
 CV0248
 CV0248.The geoid height was determined by GEOID03.
 CV0248
 CV0248.The dynamic height is computed by dividing the NAVD 88
 CV0248.geopotential number by the normal gravity value computed on the
 CV0248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0248.degrees latitude (g = 980.6199 gals.).
 CV0248
 CV0248.The modeled gravity was interpolated from observed gravity values.
 CV0248
 CV0248;                    North         East    Units  Estimated Accuracy
 CV0248;SPC NM E     -   215,820.      251,860.      MT  (+/- 180 meters Scaled)
 CV0248
 CV0248                          SUPERSEDED SURVEY CONTROL
 CV0248
 CV0248  NGVD 29 (??/??/92) 1208.079  (m)         3963.51   (f) ADJ UNCH    1 2
 CV0248
 CV0248.Superseded values are not recommended for survey control.
 CV0248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0248.See file dsdata.txt to determine how the superseded data were derived.
 CV0248
 CV0248_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFS491461(NAD 83)
 CV0248_MARKER: DB = BENCH MARK DISK
 CV0248_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0248_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CV0248_STAMPING: C-35 1933
 CV0248_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CV0248+STABILITY: SURFACE MOTION
 CV0248
 CV0248  HISTORY     - Date     Condition        Report By
 CV0248  HISTORY     - 1933     MONUMENTED       CGS
 CV0248  HISTORY     - 1934     GOOD             NGS
 CV0248  HISTORY     - 1959     GOOD             NGS
 CV0248
 CV0248                          STATION DESCRIPTION
 CV0248
 CV0248'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CV0248'3.9 MI W FROM LOVINGTON.
 CV0248'3.9 MI. WEST OF LOVINGTON COURTHOUSE ON HWY NO. 83 30 FEET SOUTH OF
 CV0248'THE CENTERLINE OF THE HIGHWAY AND 2 FEET SOUTH OF THE FENCE LINE.
 CV0248'ABOUT 40 FEET EAST OF TELEPHONE POLE 1984, IN THE LINE OF POLES.
 CV0248
 CV0248                          STATION RECOVERY (1959)
 CV0248
 CV0248'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 CV0248'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0592 ***********************************************************************
 CV0592  DESIGNATION -  C 350
 CV0592  PID         -  CV0592
 CV0592  STATE/COUNTY-  NM/EDDY
 CV0592  USGS QUAD   -  THE DIVIDE (1984)
 CV0592
 CV0592                         *CURRENT SURVEY CONTROL
 CV0592  ___________________________________________________________________
 CV0592* NAD 83(1986)-  32 23 10.     (N)    103 44 22.     (W)     SCALED    
 CV0592* NAVD 88     -      1083.628  (meters)    3555.20   (feet)  ADJUSTED  
 CV0592  ___________________________________________________________________
 CV0592  GEOID HEIGHT-         -24.20  (meters)                     GEOID03
 CV0592  DYNAMIC HT  -        1082.059 (meters)    3550.06  (feet)  COMP
 CV0592  MODELED GRAV-     979,154.5   (mgal)                       NAVD 88
 CV0592
 CV0592  VERT ORDER  -  FIRST     CLASS I
 CV0592
 CV0592.The horizontal coordinates were scaled from a topographic map and have
 CV0592.an estimated accuracy of +/- 6 seconds.
 CV0592
 CV0592.The orthometric height was determined by differential leveling
 CV0592.and adjusted by the National Geodetic Survey in June 1991..
 CV0592
 CV0592.The geoid height was determined by GEOID03.
 CV0592
 CV0592.The dynamic height is computed by dividing the NAVD 88
 CV0592.geopotential number by the normal gravity value computed on the
 CV0592.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0592.degrees latitude (g = 980.6199 gals.).
 CV0592
 CV0592.The modeled gravity was interpolated from observed gravity values.
 CV0592
 CV0592;                    North         East    Units  Estimated Accuracy
 CV0592;SPC NM E     -   153,840.      220,880.      MT  (+/- 180 meters Scaled)
 CV0592
 CV0592                          SUPERSEDED SURVEY CONTROL
 CV0592
 CV0592  NGVD 29 (??/??/92) 1083.126  (m)         3553.56   (f) ADJ UNCH    1 1
 CV0592
 CV0592.Superseded values are not recommended for survey control.
 CV0592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0592.See file dsdata.txt to determine how the superseded data were derived.
 CV0592
 CV0592_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFR185839(NAD 83)
 CV0592_MARKER: DB = BENCH MARK DISK
 CV0592_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CV0592_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CV0592_STAMPING: C 350 1977
 CV0592_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CV0592
 CV0592  HISTORY     - Date     Condition        Report By
 CV0592  HISTORY     - 1977     MONUMENTED       NGS
 CV0592
 CV0592                          STATION DESCRIPTION
 CV0592
 CV0592'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CV0592'42.45 MI EAST FROM CARLSBAD.
 CV0592'17.2 MILES NORTHEAST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE EAST END
 CV0592'OF THE BATAAN BRIDGE OVER THE PECOS RIVER, THENCE 7.8 MILES SOUTH
 CV0592'ALONG STATE HIGHWAY 31, THENCE 5.05 MILES EAST ALONG A DIRT ROAD,
 CV0592'THENCE 3.7 MILES SOUTH ALONG A DIRT ROAD, THENCE 7.7 MILES EAST
 CV0592'ALONG A PIPE LINE ROAD, THENCE 1.0 MILE SOUTH ALONG A DIRT ROAD, 1.0
 CV0592'MILE SOUTH OF BENCH MARK C 348, 0.2 MILE NORTH OF A STEEL CATTLEGUARD,
 CV0592'AT THE JUNCTION OF A DIRT ROAD LEADING EAST TO ERDA POTASH DRILL HOLE
 CV0592'P 20, NEAR THE NORTHEAST CORNER OF A DIRT PAD, 187 FT. EAST OF THE
 CV0592'CENTER LINE OF THE ROAD, 68 FT. NORTH OF THE CENTER LINE OF THE
 CV0592'ENTRANCE ROAD, A DISK CEMENTED IN THE TOP OF A 3-INCH IRON PIPE WHICH
 CV0592'PROJECTS 1.0 FT. ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA5738 ***********************************************************************
 AA5738  DESIGNATION -  C 351 RESET
 AA5738  PID         -  AA5738
 AA5738  STATE/COUNTY-  NM/EDDY
 AA5738  USGS QUAD   -  TOWER HILL NORTH (1985)
 AA5738
 AA5738                         *CURRENT SURVEY CONTROL
 AA5738  ___________________________________________________________________
 AA5738* NAD 83(1986)-  32 31 16.     (N)    103 55 32.     (W)     SCALED    
 AA5738* NAVD 88     -      1046.48   (+/-2cm)    3433.3    (feet)  VERTCON   
 AA5738  ___________________________________________________________________
 AA5738  GEOID HEIGHT-         -23.91  (meters)                     GEOID03
 AA5738
 AA5738  VERT ORDER  -  THIRD (See Below)
 AA5738
 AA5738.The horizontal coordinates were scaled from a topographic map and have
 AA5738.an estimated accuracy of +/- 6 seconds.
 AA5738
 AA5738.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA5738.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA5738.The vertical order pertains to the NGVD 29 superseded value.
 AA5738
 AA5738.The geoid height was determined by GEOID03.
 AA5738
 AA5738;                    North         East    Units  Estimated Accuracy
 AA5738;SPC NM E     -   168,720.      203,310.      MT  (+/- 180 meters Scaled)
 AA5738
 AA5738                          SUPERSEDED SURVEY CONTROL
 AA5738
 AA5738  NGVD 29 (06/15/00) 1045.99   (m)         3431.7    (f) RESET       3  
 AA5738
 AA5738.Superseded values are not recommended for survey control.
 AA5738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5738.See file dsdata.txt to determine how the superseded data were derived.
 AA5738
 AA5738_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFR009987(NAD 83)
 AA5738_MARKER: DV = VERTICAL CONTROL DISK
 AA5738_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5738_STAMPING: C 351 RESET 1990
 AA5738_MARK LOGO: NGS   
 AA5738_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA5738_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5738+STABILITY: SURFACE MOTION
 AA5738
 AA5738  HISTORY     - Date     Condition        Report By
 AA5738  HISTORY     - 1990     MONUMENTED       NMHD
 AA5738
 AA5738                          STATION DESCRIPTION
 AA5738
 AA5738'DESCRIBED BY NM HIGHWAY DEPT 1990 (RJT)
 AA5738'ABOUT 20.5 MILES (33.0 KM) EAST ALONG US HIGHWAY 62 FROM THE
 AA5738'COURTHOUSE IN CARLSBAD, ABOUT 150 FEET (45.7 M) SOUTH OF THE
 AA5738'CENTERLINE OF US HIGHWAY 62 ALONG THE SOUTHERLY RIGHT-OF-WAY FENCE,
 AA5738'ABOUT 100 FEET (30.5 M) EAST OF A HIGHWAY RIGHT-OF-WAY MARKER AT STA
 AA5738'137+00.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0639 ***********************************************************************
 CV0639  DESIGNATION -  C 352
 CV0639  PID         -  CV0639
 CV0639  STATE/COUNTY-  NM/LEA
 CV0639  USGS QUAD   -  WILLIAMS SINK (1985)
 CV0639
 CV0639                         *CURRENT SURVEY CONTROL
 CV0639  ___________________________________________________________________
 CV0639* NAD 83(1986)-  32 32 24.     (N)    103 46 17.     (W)     SCALED    
 CV0639* NAVD 88     -      1078.049  (meters)    3536.90   (feet)  ADJUSTED  
 CV0639  ___________________________________________________________________
 CV0639  GEOID HEIGHT-         -23.55  (meters)                     GEOID03
 CV0639  DYNAMIC HT  -        1076.519 (meters)    3531.88  (feet)  COMP
 CV0639  MODELED GRAV-     979,182.9   (mgal)                       NAVD 88
 CV0639
 CV0639  VERT ORDER  -  FIRST     CLASS I
 CV0639
 CV0639.The horizontal coordinates were scaled from a topographic map and have
 CV0639.an estimated accuracy of +/- 6 seconds.
 CV0639
 CV0639.The orthometric height was determined by differential leveling
 CV0639.and adjusted by the National Geodetic Survey in June 1991..
 CV0639
 CV0639.The geoid height was determined by GEOID03.
 CV0639
 CV0639.The dynamic height is computed by dividing the NAVD 88
 CV0639.geopotential number by the normal gravity value computed on the
 CV0639.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0639.degrees latitude (g = 980.6199 gals.).
 CV0639
 CV0639.The modeled gravity was interpolated from observed gravity values.
 CV0639
 CV0639;                    North         East    Units  Estimated Accuracy
 CV0639;SPC NM E     -   170,880.      217,780.      MT  (+/- 180 meters Scaled)
 CV0639
 CV0639                          SUPERSEDED SURVEY CONTROL
 CV0639
 CV0639  NGVD 29 (??/??/92) 1077.564  (m)         3535.31   (f) ADJ UNCH    1 1
 CV0639
 CV0639.Superseded values are not recommended for survey control.
 CV0639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0639.See file dsdata.txt to determine how the superseded data were derived.
 CV0639
 CV0639_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFS153009(NAD 83)
 CV0639_MARKER: DB = BENCH MARK DISK
 CV0639_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CV0639_SP_SET: 5 FT.
 CV0639_STAMPING: C 352 1977
 CV0639_MARK LOGO: NGS   
 CV0639_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CV0639
 CV0639  HISTORY     - Date     Condition        Report By
 CV0639  HISTORY     - 1977     MONUMENTED       NGS
 CV0639  HISTORY     - 1982     GOOD             NGS
 CV0639
 CV0639                          STATION DESCRIPTION
 CV0639
 CV0639'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CV0639'29.4 MI NE FROM CARLSBAD.
 CV0639'29.4 MILES NORTHEAST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE EAST END
 CV0639'OF THE BATAAN BRIDGE OVER THE PECOS RIVER, 0.1 MILE NORTHEAST OF
 CV0639'MILEPOST 65, 40 FT. NORTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 CV0639'35.2 FT. SOUTHEAST OF A FENCE, 4 FT. SOUTHWEST OF THE 3RD TELEPHONE
 CV0639'POLE NORTHEAST OF THE MILEPOST, THE DISK IS 5 INCHES BELOW THE LEVEL
 CV0639'OF THE GROUND, ACCESS TO WHICH IS HAD THROUGH A 4-INCH PLASTIC SCREW
 CV0639'PLUG WHICH PROJECTS 3 INCHES ABOVE THE GROUND.
 CV0639
 CV0639                          STATION RECOVERY (1982)
 CV0639
 CV0639'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CV0639'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0648 ***********************************************************************
 CV0648  DESIGNATION -  C 353
 CV0648  PID         -  CV0648
 CV0648  STATE/COUNTY-  NM/LEA
 CV0648  USGS QUAD   -  EUNICE (1979)
 CV0648
 CV0648                         *CURRENT SURVEY CONTROL
 CV0648  ___________________________________________________________________
 CV0648* NAD 83(1986)-  32 23 25.     (N)    103 08 22.     (W)     SCALED    
 CV0648* NAVD 88     -      1020.236  (meters)    3347.22   (feet)  ADJUSTED  
 CV0648  ___________________________________________________________________
 CV0648  GEOID HEIGHT-         -22.31  (meters)                     GEOID03
 CV0648  DYNAMIC HT  -        1018.847 (meters)    3342.67  (feet)  COMP
 CV0648  MODELED GRAV-     979,242.3   (mgal)                       NAVD 88
 CV0648
 CV0648  VERT ORDER  -  FIRST     CLASS I
 CV0648
 CV0648.The horizontal coordinates were scaled from a topographic map and have
 CV0648.an estimated accuracy of +/- 6 seconds.
 CV0648
 CV0648.The orthometric height was determined by differential leveling
 CV0648.and adjusted by the National Geodetic Survey in June 1991..
 CV0648.WARNING-Repeat measurements at this control monument indicate possible
 CV0648.vertical movement.
 CV0648
 CV0648.The geoid height was determined by GEOID03.
 CV0648
 CV0648.The dynamic height is computed by dividing the NAVD 88
 CV0648.geopotential number by the normal gravity value computed on the
 CV0648.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0648.degrees latitude (g = 980.6199 gals.).
 CV0648
 CV0648.The modeled gravity was interpolated from observed gravity values.
 CV0648
 CV0648;                    North         East    Units  Estimated Accuracy
 CV0648;SPC NM E     -   154,770.      277,330.      MT  (+/- 180 meters Scaled)
 CV0648
 CV0648                          SUPERSEDED SURVEY CONTROL
 CV0648
 CV0648  NGVD 29 (??/??/92) 1019.820  (m)         3345.86   (f) ADJ UNCH    1 1
 CV0648
 CV0648.Superseded values are not recommended for survey control.
 CV0648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0648.See file dsdata.txt to determine how the superseded data were derived.
 CV0648
 CV0648_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFR750852(NAD 83)
 CV0648_MARKER: DB = BENCH MARK DISK
 CV0648_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CV0648_SP_SET: 18 FT.
 CV0648_STAMPING: C 353 1977
 CV0648_MARK LOGO: NGS   
 CV0648_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CV0648
 CV0648  HISTORY     - Date     Condition        Report By
 CV0648  HISTORY     - 1977     MONUMENTED       NGS
 CV0648  HISTORY     - 1982     GOOD             NGS
 CV0648
 CV0648                          STATION DESCRIPTION
 CV0648
 CV0648'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CV0648'4.5 MI SOUTH FROM EUNICE.
 CV0648'1.2 MILES EAST ALONG STATE HIGHWAY 8 AND 176(TEXAS AVENUE)FROM THE
 CV0648'CROSSING OF THE TEXAS NEW MEXICO RAILROAD AT EUNICE, THENCE 3.3
 CV0648'MILES SOUTHWEST ALONG STATE HIGHWAY 18, 0.2 MILE SOUTH OF HIGHWAY
 CV0648'MILEPOST 29, 0.1 MILE SOUTH OF THE JUNCTION OF A GRAVEL ROAD
 CV0648'LEADING WEST AND WHICH CROSSES THE TRACK, 73 FT. WEST OF THE CENTER
 CV0648'LINE OF THE HIGHWAY, 97.5 FT. EAST OF THE EAST RAIL OF THE TRACK,
 CV0648'67 FT. NORTHWEST OF THE CENTER OF THE WEST END OF A 30 INCH
 CV0648'CORRUGATED STEEL PIPE CULVERT, 1.5 FT. NORTH OF A POWER LINE POLE,
 CV0648'DISK IS 0.5 FT. BELOW GROUND LEVEL ACCESS TO WHICH IS HAD THROUGH A
 CV0648'4 INCH PLASTIC SCREW CAP, NOTE= 0.3 MILE SOUTH ALONG THE TRACK FROM
 CV0648'BENCH MARK N 98 1934,
 CV0648
 CV0648                          STATION RECOVERY (1982)
 CV0648
 CV0648'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CV0648'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0676 ***********************************************************************
 CV0676  DESIGNATION -  C 354
 CV0676  PID         -  CV0676
 CV0676  STATE/COUNTY-  NM/LEA
 CV0676  USGS QUAD   -  SAN SIMON SINK (1984)
 CV0676
 CV0676                         *CURRENT SURVEY CONTROL
 CV0676  ___________________________________________________________________
 CV0676* NAD 83(1986)-  32 19 34.     (N)    103 25 32.     (W)     SCALED    
 CV0676* NAVD 88     -      1025.075  (meters)    3363.10   (feet)  ADJUSTED  
 CV0676  ___________________________________________________________________
 CV0676  GEOID HEIGHT-         -23.62  (meters)                     GEOID03
 CV0676  DYNAMIC HT  -        1023.604 (meters)    3358.27  (feet)  COMP
 CV0676  MODELED GRAV-     979,168.6   (mgal)                       NAVD 88
 CV0676
 CV0676  VERT ORDER  -  FIRST     CLASS I
 CV0676
 CV0676.The horizontal coordinates were scaled from a topographic map and have
 CV0676.an estimated accuracy of +/- 6 seconds.
 CV0676
 CV0676.The orthometric height was determined by differential leveling
 CV0676.and adjusted by the National Geodetic Survey in June 1991..
 CV0676
 CV0676.The geoid height was determined by GEOID03.
 CV0676
 CV0676.The dynamic height is computed by dividing the NAVD 88
 CV0676.geopotential number by the normal gravity value computed on the
 CV0676.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0676.degrees latitude (g = 980.6199 gals.).
 CV0676
 CV0676.The modeled gravity was interpolated from observed gravity values.
 CV0676
 CV0676;                    North         East    Units  Estimated Accuracy
 CV0676;SPC NM E     -   147,390.      250,470.      MT  (+/- 180 meters Scaled)
 CV0676
 CV0676                          SUPERSEDED SURVEY CONTROL
 CV0676
 CV0676  NGVD 29 (??/??/92) 1024.588  (m)         3361.50   (f) ADJ UNCH    1 1
 CV0676
 CV0676.Superseded values are not recommended for survey control.
 CV0676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0676.See file dsdata.txt to determine how the superseded data were derived.
 CV0676
 CV0676_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFR481776(NAD 83)
 CV0676_MARKER: DB = BENCH MARK DISK
 CV0676_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CV0676_SP_SET: 10 FEET
 CV0676_STAMPING: C 354 1977
 CV0676_MARK LOGO: NGS   
 CV0676_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CV0676
 CV0676  HISTORY     - Date     Condition        Report By
 CV0676  HISTORY     - 1977     MONUMENTED       NGS
 CV0676  HISTORY     - 1982     GOOD             NGS
 CV0676
 CV0676                          STATION DESCRIPTION
 CV0676
 CV0676'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CV0676'22.3 MI SW FROM EUNICE.
 CV0676'2.5 MILES SOUTH ALONG STATE HIGHWAY LOOP 18 FROM THE JUNCTION OF
 CV0676'STATE HIGHWAY 8 AND 176 (TEXAS AVENUE) AT EUNICE, THENCE 19.8 MILES
 CV0676'IN A WESTERLY DIRECTION ALONG A PAVED ROAD LOCALLY KNOWN AS THE
 CV0676'DELAWARE BASIN ROAD, 49 FEET SOUTH OF THE CENTER LINE OF THE ROAD,
 CV0676'1.5 FEET NORTH OF THE RIGHT OF WAY FENCE, DISK IS 0.3 FOOT BELOW
 CV0676'THE SURFACE OF THE GROUND ACCESS TO WHICH IS HAD THROUGH A 4 INCH
 CV0676'PLASTIC SCREW CAP FLUSH WITH THE GROUND.
 CV0676
 CV0676                          STATION RECOVERY (1982)
 CV0676
 CV0676'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CV0676'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0526 ***********************************************************************
 CV0526  DESIGNATION -  C 355
 CV0526  PID         -  CV0526
 CV0526  STATE/COUNTY-  NM/LEA
 CV0526  USGS QUAD   -  THE DIVIDE (1984)
 CV0526
 CV0526                         *CURRENT SURVEY CONTROL
 CV0526  ___________________________________________________________________
 CV0526* NAD 83(1986)-  32 24 54.     (N)    103 41 08.     (W)     SCALED    
 CV0526* NAVD 88     -      1151.206  (meters)    3776.91   (feet)  ADJUSTED  
 CV0526  ___________________________________________________________________
 CV0526  GEOID HEIGHT-         -23.92  (meters)                     GEOID03
 CV0526  DYNAMIC HT  -        1149.542 (meters)    3771.46  (feet)  COMP
 CV0526  MODELED GRAV-     979,153.2   (mgal)                       NAVD 88
 CV0526
 CV0526  VERT ORDER  -  FIRST     CLASS I
 CV0526
 CV0526.The horizontal coordinates were scaled from a topographic map and have
 CV0526.an estimated accuracy of +/- 6 seconds.
 CV0526
 CV0526.The orthometric height was determined by differential leveling
 CV0526.and adjusted by the National Geodetic Survey in June 1991..
 CV0526
 CV0526.The geoid height was determined by GEOID03.
 CV0526
 CV0526.The dynamic height is computed by dividing the NAVD 88
 CV0526.geopotential number by the normal gravity value computed on the
 CV0526.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0526.degrees latitude (g = 980.6199 gals.).
 CV0526
 CV0526.The modeled gravity was interpolated from observed gravity values.
 CV0526
 CV0526;                    North         East    Units  Estimated Accuracy
 CV0526;SPC NM E     -   157,070.      225,930.      MT  (+/- 180 meters Scaled)
 CV0526
 CV0526                          SUPERSEDED SURVEY CONTROL
 CV0526
 CV0526  NGVD 29 (??/??/92) 1150.702  (m)         3775.26   (f) ADJ UNCH    1 1
 CV0526
 CV0526.Superseded values are not recommended for survey control.
 CV0526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0526.See file dsdata.txt to determine how the superseded data were derived.
 CV0526
 CV0526_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFR235871(NAD 83)
 CV0526_MARKER: DB = BENCH MARK DISK
 CV0526_SETTING: 66 = SET IN ROCK OUTCROP
 CV0526_SP_SET: OUTCROP
 CV0526_STAMPING: C 355 1977
 CV0526_MARK LOGO: NGS   
 CV0526_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CV0526+STABILITY: POSITION/ELEVATION WELL
 CV0526
 CV0526  HISTORY     - Date     Condition        Report By
 CV0526  HISTORY     - 1977     MONUMENTED       NGS
 CV0526  HISTORY     - 1981     GOOD             NGS
 CV0526  HISTORY     - 1982     GOOD             NGS
 CV0526
 CV0526                          STATION DESCRIPTION
 CV0526
 CV0526'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CV0526'44.9 MI EAST FROM CARLSBAD.
 CV0526'17.2 MILES NORTHEAST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE EAST END
 CV0526'OF THE BATAAN BRIDGE OVER THE PECOS RIVER, THENCE 7.8 MILES SOUTH
 CV0526'ALONG STATE HIGHWAY 31, THENCE 5.05 MILES EAST ALONG A DIRT ROAD,
 CV0526'THENCE 3.7 MILES SOUTH ALONG A DIRT ROAD, THENCE 11.15 MILES EAST
 CV0526'ALONG A PIPE LINE ROAD, 0.2 MILE SOUTHWEST ALONG THE PIPE LINE FROM A
 CV0526'METAL GATE ACROSS THE PIPE LINE ROAD, 0.1 MILE SOUTHWEST OF A LARGE
 CV0526'WATER TANK ON A HILL, ON THE SOUTHWEST SLOPE OF A HILL, 85 FT.
 CV0526'SOUTHEAST OF THE CENTER OF THE PIPE LINE ALIGNMENT, 86 FT. NORTHWEST
 CV0526'OF THE CENTER LINE OF A DIRT ROAD ALONG THE SOUTHWEST SIDE OF THE
 CV0526'PIPE LINE, IN THE TOP OF AN OUTCROP WHICH PROJECTS 0.4 FT. ABOVE THE
 CV0526'GROUND.
 CV0526
 CV0526                          STATION RECOVERY (1981)
 CV0526
 CV0526'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CV0526'RECOVERED IN GOOD CONDITION.
 CV0526
 CV0526                          STATION RECOVERY (1982)
 CV0526
 CV0526'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CV0526'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0489 ***********************************************************************
 EQ0489  DESIGNATION -  C 356
 EQ0489  PID         -  EQ0489
 EQ0489  STATE/COUNTY-  NM/SOCORRO
 EQ0489  USGS QUAD   -  SOCORRO (1979)
 EQ0489
 EQ0489                         *CURRENT SURVEY CONTROL
 EQ0489  ___________________________________________________________________
 EQ0489* NAD 83(1986)-  34 06 52.     (N)    106 53 27.     (W)     SCALED    
 EQ0489* NAVD 88     -      1404.471  (meters)    4607.84   (feet)  ADJUSTED  
 EQ0489  ___________________________________________________________________
 EQ0489  GEOID HEIGHT-         -22.07  (meters)                     GEOID03
 EQ0489  DYNAMIC HT  -        1402.485 (meters)    4601.32  (feet)  COMP
 EQ0489  MODELED GRAV-     979,173.9   (mgal)                       NAVD 88
 EQ0489
 EQ0489  VERT ORDER  -  FIRST     CLASS I
 EQ0489
 EQ0489.The horizontal coordinates were scaled from a topographic map and have
 EQ0489.an estimated accuracy of +/- 6 seconds.
 EQ0489
 EQ0489.The orthometric height was determined by differential leveling
 EQ0489.and adjusted by the National Geodetic Survey in June 1991..
 EQ0489
 EQ0489.The geoid height was determined by GEOID03.
 EQ0489
 EQ0489.The dynamic height is computed by dividing the NAVD 88
 EQ0489.geopotential number by the normal gravity value computed on the
 EQ0489.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0489.degrees latitude (g = 980.6199 gals.).
 EQ0489
 EQ0489.The modeled gravity was interpolated from observed gravity values.
 EQ0489
 EQ0489;                    North         East    Units  Estimated Accuracy
 EQ0489;SPC NM C     -   345,530.      440,880.      MT  (+/- 180 meters Scaled)
 EQ0489
 EQ0489                          SUPERSEDED SURVEY CONTROL
 EQ0489
 EQ0489  NGVD 29 (??/??/92) 1403.737  (m)         4605.43   (f) ADJ UNCH    1 1
 EQ0489
 EQ0489.Superseded values are not recommended for survey control.
 EQ0489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0489.See file dsdata.txt to determine how the superseded data were derived.
 EQ0489
 EQ0489_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT256764(NAD 83)
 EQ0489_MARKER: DB = BENCH MARK DISK
 EQ0489_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EQ0489_SP_SET: STAINLESS STEEL ROD
 EQ0489_STAMPING: C 356 1978
 EQ0489_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EQ0489
 EQ0489  HISTORY     - Date     Condition        Report By
 EQ0489  HISTORY     - 1978     MONUMENTED       NGS
 EQ0489
 EQ0489                          STATION DESCRIPTION
 EQ0489
 EQ0489'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 EQ0489'3.8 MI NORTH FROM SOCORRO.
 EQ0489'3.8 MILES NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 EQ0489'FROM THE STATION IN SOCORRO, AT THE THIRD TELEPHONE POLE NORTH OF
 EQ0489'MILE POST 974, 48 FEET WEST OF THE WEST RAIL, 10.1 FEET SOUTHWEST
 EQ0489'OF THE TELEPHONE POLE, AND 0.6 FOOT WEST OF A FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0507 ***********************************************************************
 EQ0507  DESIGNATION -  C 357
 EQ0507  PID         -  EQ0507
 EQ0507  STATE/COUNTY-  NM/SOCORRO
 EQ0507  USGS QUAD   -  MAGDALENA (1985)
 EQ0507
 EQ0507                         *CURRENT SURVEY CONTROL
 EQ0507  ___________________________________________________________________
 EQ0507* NAD 83(1986)-  34 07 25.     (N)    107 13 34.     (W)     SCALED    
 EQ0507* NAVD 88     -      1987.707  (meters)    6521.34   (feet)  ADJUSTED  
 EQ0507  ___________________________________________________________________
 EQ0507  GEOID HEIGHT-         -21.57  (meters)                     GEOID03
 EQ0507  DYNAMIC HT  -        1984.701 (meters)    6511.47  (feet)  COMP
 EQ0507  MODELED GRAV-     979,052.8   (mgal)                       NAVD 88
 EQ0507
 EQ0507  VERT ORDER  -  FIRST     CLASS I
 EQ0507
 EQ0507.The horizontal coordinates were scaled from a topographic map and have
 EQ0507.an estimated accuracy of +/- 6 seconds.
 EQ0507
 EQ0507.The orthometric height was determined by differential leveling
 EQ0507.and adjusted by the National Geodetic Survey in June 1991..
 EQ0507
 EQ0507.The geoid height was determined by GEOID03.
 EQ0507
 EQ0507.The dynamic height is computed by dividing the NAVD 88
 EQ0507.geopotential number by the normal gravity value computed on the
 EQ0507.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0507.degrees latitude (g = 980.6199 gals.).
 EQ0507
 EQ0507.The modeled gravity was interpolated from observed gravity values.
 EQ0507
 EQ0507;                    North         East    Units  Estimated Accuracy
 EQ0507;SPC NM C     -   346,790.      409,960.      MT  (+/- 180 meters Scaled)
 EQ0507
 EQ0507                          SUPERSEDED SURVEY CONTROL
 EQ0507
 EQ0507  NGVD 29 (??/??/92) 1986.834  (m)         6518.47   (f) ADJ UNCH    1 1
 EQ0507
 EQ0507.Superseded values are not recommended for survey control.
 EQ0507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0507.See file dsdata.txt to determine how the superseded data were derived.
 EQ0507
 EQ0507_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBT947781(NAD 83)
 EQ0507_MARKER: DB = BENCH MARK DISK
 EQ0507_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EQ0507_SP_SET: STAINLESS STEEL ROD
 EQ0507_STAMPING: C 357 1978
 EQ0507_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EQ0507
 EQ0507  HISTORY     - Date     Condition        Report By
 EQ0507  HISTORY     - 1978     MONUMENTED       NGS
 EQ0507
 EQ0507                          STATION DESCRIPTION
 EQ0507
 EQ0507'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 EQ0507'0.6 MI EAST FROM MAGDALENA.
 EQ0507'ABOUT 0.6 MILE EAST ALONG U.S. HIGHWAY 60 FROM THE POST OFFICE IN
 EQ0507'MAGDALENA, ABOUT 0.05 MILE WEST OF THE HIGHWAY MARKER POST NUMBER
 EQ0507'114.  AT TELEPHONE POLE NUMBER 6, 127 FEET SOUTHWEST OF A FENCE
 EQ0507'CORNER POST, 49 FEET NORTHWEST OF THE CENTERLINE OF THE ROAD, 1.2
 EQ0507'FEET SOUTH OF TELEPHONE POLE NUMBER 6, AND 0.8 FOOT SOUTH OF THE
 EQ0507'NORTHWESTERLY RIGHT OF WAY FENCE.  DISK IS SET LEVEL WITH THE GROUND,
 EQ0507'ACCESS TO WHICH IS TO BE HAD THROUGH A 4 INCH PLASTIC SCREW CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1216 ***********************************************************************
 CX1216  DESIGNATION -  C 358
 CX1216  PID         -  CX1216
 CX1216  STATE/COUNTY-  NM/LUNA
 CX1216  USGS QUAD   -  SPALDING (1964)
 CX1216
 CX1216                         *CURRENT SURVEY CONTROL
 CX1216  ___________________________________________________________________
 CX1216* NAD 83(1986)-  32 24 30.     (N)    107 52 52.     (W)     SCALED    
 CX1216* NAVD 88     -      1420.558  (meters)    4660.61   (feet)  ADJUSTED  
 CX1216  ___________________________________________________________________
 CX1216  GEOID HEIGHT-         -24.37  (meters)                     GEOID03
 CX1216  DYNAMIC HT  -        1418.387 (meters)    4653.49  (feet)  COMP
 CX1216  MODELED GRAV-     979,061.6   (mgal)                       NAVD 88
 CX1216
 CX1216  VERT ORDER  -  FIRST     CLASS II
 CX1216
 CX1216.The horizontal coordinates were scaled from a topographic map and have
 CX1216.an estimated accuracy of +/- 6 seconds.
 CX1216
 CX1216.The orthometric height was determined by differential leveling
 CX1216.and adjusted by the National Geodetic Survey in June 1991..
 CX1216
 CX1216.The geoid height was determined by GEOID03.
 CX1216
 CX1216.The dynamic height is computed by dividing the NAVD 88
 CX1216.geopotential number by the normal gravity value computed on the
 CX1216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX1216.degrees latitude (g = 980.6199 gals.).
 CX1216
 CX1216.The modeled gravity was interpolated from observed gravity values.
 CX1216
 CX1216;                    North         East    Units  Estimated Accuracy
 CX1216;SPC NM W     -   156,150.      825,510.      MT  (+/- 180 meters Scaled)
 CX1216
 CX1216                          SUPERSEDED SURVEY CONTROL
 CX1216
 CX1216.No superseded survey control is available for this station.
 CX1216
 CX1216_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBR290893(NAD 83)
 CX1216_MARKER: DB = BENCH MARK DISK
 CX1216_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CX1216_SP_SET: STAINLESS STEEL ROD
 CX1216_STAMPING: C 358 1979
 CX1216_PROJECTION: FLUSH
 CX1216_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CX1216_ROD/PIPE-DEPTH: 7.6  meters
 CX1216
 CX1216  HISTORY     - Date     Condition        Report By
 CX1216  HISTORY     - 1979     MONUMENTED       NGS
 CX1216
 CX1216                          STATION DESCRIPTION
 CX1216
 CX1216'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CX1216'18.7 KM NW FROM DEMING.
 CX1216'0.2 KILOMETER (0.1 MILE) EAST ALONG SPRUCE STREET FROM THE POST OFFICE
 CX1216'IN DEMING, THENCE 18.5 (11.5 MILES) NORTHWEST ALONG U.S. HIGHWAY 180,
 CX1216'1.8 KILOMETERS (1.1 MILES) SOUTHEAST OF A SIDE ROAD LEADIND NORTH TO A
 CX1216'RADIO TOWER, 0.7 KILOMETER (0.5 MILE) NORTHWEST OF A CATTLE GUARD AND
 CX1216'A DIRT ROAD LEADING WEST, 59.9 METERS (196.7 FEET) NORTH-NORTHWEST AND
 CX1216'ACROSS THE HIGHWAY FROM MILEMARKER NUMBER 153, 19.0 METERS (62.3 FEET)
 CX1216'NORTH OF THE CENTER OF THE HIGHWAY.  NOTE=ACCESS TO THE
 CX1216'DISK IS THROUGH A 4-INCH SCREW PLUG.
 CX1216'THE MARK IS 0.4 METERS  E FROM A WITNESS POST.
 CX1216'THE MARK IS 0.9 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0798 ***********************************************************************
 CY0798  DESIGNATION -  C 359
 CY0798  PID         -  CY0798
 CY0798  STATE/COUNTY-  NM/GRANT
 CY0798  USGS QUAD   -  HURLEY WEST (1992)
 CY0798
 CY0798                         *CURRENT SURVEY CONTROL
 CY0798  ___________________________________________________________________
 CY0798* NAD 83(1986)-  32 44 56.     (N)    108 08 05.     (W)     SCALED    
 CY0798* NAVD 88     -      1760.966  (meters)    5777.44   (feet)  ADJUSTED  
 CY0798  ___________________________________________________________________
 CY0798  GEOID HEIGHT-         -23.56  (meters)                     GEOID03
 CY0798  DYNAMIC HT  -        1758.224 (meters)    5768.44  (feet)  COMP
 CY0798  MODELED GRAV-     979,018.1   (mgal)                       NAVD 88
 CY0798
 CY0798  VERT ORDER  -  FIRST     CLASS II
 CY0798
 CY0798.The horizontal coordinates were scaled from a topographic map and have
 CY0798.an estimated accuracy of +/- 6 seconds.
 CY0798
 CY0798.The orthometric height was determined by differential leveling
 CY0798.and adjusted by the National Geodetic Survey in June 1991..
 CY0798
 CY0798.The geoid height was determined by GEOID03.
 CY0798
 CY0798.The dynamic height is computed by dividing the NAVD 88
 CY0798.geopotential number by the normal gravity value computed on the
 CY0798.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0798.degrees latitude (g = 980.6199 gals.).
 CY0798
 CY0798.The modeled gravity was interpolated from observed gravity values.
 CY0798
 CY0798;                    North         East    Units  Estimated Accuracy
 CY0798;SPC NM W     -   193,950.      801,760.      MT  (+/- 180 meters Scaled)
 CY0798
 CY0798                          SUPERSEDED SURVEY CONTROL
 CY0798
 CY0798.No superseded survey control is available for this station.
 CY0798
 CY0798_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYB684270(NAD 83)
 CY0798_MARKER: DB = BENCH MARK DISK
 CY0798_SETTING: 66 = SET IN ROCK OUTCROP
 CY0798_SP_SET: ROCK OUTCROP
 CY0798_STAMPING: C 359 1980
 CY0798_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CY0798+STABILITY: POSITION/ELEVATION WELL
 CY0798
 CY0798  HISTORY     - Date     Condition        Report By
 CY0798  HISTORY     - 1980     MONUMENTED       NGS
 CY0798
 CY0798                          STATION DESCRIPTION
 CY0798
 CY0798'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CY0798'16.0 KM SE FROM SILVER CITY.
 CY0798'1.0 KILOMETER (0.7 MILE) NORTH ALONG HUDSON STREET (STATE HIGHWAY 90)
 CY0798'FROM THE POST OFFICE IN SILVER CITY, THENCE 15.0 KILOMETERS (9.4
 CY0798'MILES) SOUTHEAST ALONG U.S. HIGHWAY 180, 68.9 METERS (226.0 FEET)
 CY0798'SOUTHWEST AND ACROSS THE HIGHWAY FROM THE CENTER OF A SIDE ROAD
 CY0798'LEADING EAST-SOUTHEAST, 26.0 METERS (85.2 FEET) WEST OF THE CENTERLINE
 CY0798'OF THE HIGHWAY AND 4.4 METERS (14.5 FEET) EAST OF A FENCE.
 CY0798'THE MARK IS 0.4 METERS  S FROM A WITNESS POST.
 CY0798'THE MARK IS 3.2 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0139 ***********************************************************************
 DT0139  DESIGNATION -  C 36
 DT0139  PID         -  DT0139
 DT0139  STATE/COUNTY-  NM/GRANT
 DT0139  USGS QUAD   -  MULE CREEK (1965)
 DT0139
 DT0139                         *CURRENT SURVEY CONTROL
 DT0139  ___________________________________________________________________
 DT0139* NAD 83(1986)-  33 07 19.     (N)    108 57 36.     (W)     SCALED    
 DT0139* NAVD 88     -      1590.637  (meters)    5218.61   (feet)  ADJUSTED  
 DT0139  ___________________________________________________________________
 DT0139  GEOID HEIGHT-         -24.60  (meters)                     GEOID03
 DT0139  DYNAMIC HT  -        1588.225 (meters)    5210.70  (feet)  COMP
 DT0139  MODELED GRAV-     979,065.4   (mgal)                       NAVD 88
 DT0139
 DT0139  VERT ORDER  -  SECOND    CLASS 0
 DT0139
 DT0139.The horizontal coordinates were scaled from a topographic map and have
 DT0139.an estimated accuracy of +/- 6 seconds.
 DT0139
 DT0139.The orthometric height was determined by differential leveling
 DT0139.and adjusted by the National Geodetic Survey in June 1991..
 DT0139
 DT0139.The geoid height was determined by GEOID03.
 DT0139
 DT0139.The dynamic height is computed by dividing the NAVD 88
 DT0139.geopotential number by the normal gravity value computed on the
 DT0139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0139.degrees latitude (g = 980.6199 gals.).
 DT0139
 DT0139.The modeled gravity was interpolated from observed gravity values.
 DT0139
 DT0139;                    North         East    Units  Estimated Accuracy
 DT0139;SPC NM W     -   235,840.      724,860.      MT  (+/- 180 meters Scaled)
 DT0139
 DT0139                          SUPERSEDED SURVEY CONTROL
 DT0139
 DT0139  NGVD 29 (??/??/92) 1589.778  (m)         5215.80   (f) ADJ UNCH    2 0
 DT0139
 DT0139.Superseded values are not recommended for survey control.
 DT0139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0139.See file dsdata.txt to determine how the superseded data were derived.
 DT0139
 DT0139_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB903666(NAD 83)
 DT0139_MARKER: DB = BENCH MARK DISK
 DT0139_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DT0139_SP_SET: ABUTMENT
 DT0139_STAMPING: C 39 1934
 DT0139_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DT0139
 DT0139  HISTORY     - Date     Condition        Report By
 DT0139  HISTORY     - 1934     MONUMENTED       CGS
 DT0139  HISTORY     - 1965     MARK NOT FOUND   USGS
 DT0139
 DT0139                          STATION DESCRIPTION
 DT0139
 DT0139'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DT0139'0.2 MI NW FROM MULE CREEK.
 DT0139'ON STATE HWY. NO. 78, ABOUT 40 FT.  WEST OF THE CENTER OF MULE CREEK
 DT0139'WHERE IT CROSSES HWY. ON CONCRETE  ABUTMENT FORMERLY USED AS CONCRETE
 DT0139'DIP ACROSS MULE CREEK, 2 FT. SOUTH OF FENCE LINE, AND 14 FT. NORTH OF
 DT0139'CENTER LINE OF HWY.
 DT0139
 DT0139                          STATION RECOVERY (1965)
 DT0139
 DT0139'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 DT0139'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0140 ***********************************************************************
 DT0140  DESIGNATION -  C 36 RESET
 DT0140  PID         -  DT0140
 DT0140  STATE/COUNTY-  NM/GRANT
 DT0140  USGS QUAD   -  MULE CREEK (1965)
 DT0140
 DT0140                         *CURRENT SURVEY CONTROL
 DT0140  ___________________________________________________________________
 DT0140* NAD 83(1986)-  33 07 20.     (N)    108 57 36.     (W)     SCALED    
 DT0140* NAVD 88     -      1591.61   (+/-2cm)    5221.8    (feet)  VERTCON   
 DT0140  ___________________________________________________________________
 DT0140  GEOID HEIGHT-         -24.60  (meters)                     GEOID03
 DT0140
 DT0140  VERT ORDER  -  THIRD (See Below)
 DT0140
 DT0140.The horizontal coordinates were scaled from a topographic map and have
 DT0140.an estimated accuracy of +/- 6 seconds.
 DT0140
 DT0140.The NAVD 88 height was computed by applying the VERTCON shift value to
 DT0140.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DT0140.The vertical order pertains to the NGVD 29 superseded value.
 DT0140
 DT0140.The geoid height was determined by GEOID03.
 DT0140
 DT0140;                    North         East    Units  Estimated Accuracy
 DT0140;SPC NM W     -   235,870.      724,860.      MT  (+/- 180 meters Scaled)
 DT0140
 DT0140                          SUPERSEDED SURVEY CONTROL
 DT0140
 DT0140  NGVD 29 (??/??/??) 1590.74   (m)         5219.0    (f) RESET       3  
 DT0140
 DT0140.Superseded values are not recommended for survey control.
 DT0140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0140.See file dsdata.txt to determine how the superseded data were derived.
 DT0140
 DT0140_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB903666(NAD 83)
 DT0140_MARKER: DB = BENCH MARK DISK
 DT0140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DT0140_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DT0140_STAMPING: C 36 RESET 1964
 DT0140_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DT0140+STABILITY: SURFACE MOTION
 DT0140
 DT0140  HISTORY     - Date     Condition        Report By
 DT0140  HISTORY     - 1964     MONUMENTED       MNHD
 DT0140  HISTORY     - 1967     GOOD             NGS
 DT0140
 DT0140                          STATION DESCRIPTION
 DT0140
 DT0140'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DT0140'0.2 MI NW FROM MULE CREEK.
 DT0140'ABOUT 0.2 MILE WEST ALONG STATE HIGHWAY 78 FROM THE POST OFFICE AT
 DT0140'MULE CREEK, 75 FEET WEST OF THE CENTER LINE OF MULE CREEK WHERE IT
 DT0140'CROSSES THE HIGHWAY, 30 FEET NORTH OF THE CENTER LINE OF THE ROAD, ON
 DT0140'THE TOP OF A ROAD CUT, AND SET IN THE TOP OF A CONCRETE POST ABOUT 4.5
 DT0140'FEET ABOVE THE LEVEL OF THE HIGHWAY. NOTE-- USE WITH CAUTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0771 ***********************************************************************
 CY0771  DESIGNATION -  C 360
 CY0771  PID         -  CY0771
 CY0771  STATE/COUNTY-  NM/GRANT
 CY0771  USGS QUAD   -  CIRCLE MESA (1992)
 CY0771
 CY0771                         *CURRENT SURVEY CONTROL
 CY0771  ___________________________________________________________________
 CY0771* NAD 83(1986)-  32 46 38.     (N)    108 27 11.     (W)     SCALED    
 CY0771* NAVD 88     -      1577.362  (meters)    5175.06   (feet)  ADJUSTED  
 CY0771  ___________________________________________________________________
 CY0771  GEOID HEIGHT-         -24.33  (meters)                     GEOID03
 CY0771  DYNAMIC HT  -        1574.917 (meters)    5167.04  (feet)  COMP
 CY0771  MODELED GRAV-     979,032.5   (mgal)                       NAVD 88
 CY0771
 CY0771  VERT ORDER  -  FIRST     CLASS II
 CY0771
 CY0771.The horizontal coordinates were scaled from a topographic map and have
 CY0771.an estimated accuracy of +/- 6 seconds.
 CY0771
 CY0771.The orthometric height was determined by differential leveling
 CY0771.and adjusted by the National Geodetic Survey in June 1991..
 CY0771
 CY0771.The geoid height was determined by GEOID03.
 CY0771
 CY0771.The dynamic height is computed by dividing the NAVD 88
 CY0771.geopotential number by the normal gravity value computed on the
 CY0771.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0771.degrees latitude (g = 980.6199 gals.).
 CY0771
 CY0771.The modeled gravity was interpolated from observed gravity values.
 CY0771
 CY0771;                    North         East    Units  Estimated Accuracy
 CY0771;SPC NM W     -   197,220.      771,940.      MT  (+/- 180 meters Scaled)
 CY0771
 CY0771                          SUPERSEDED SURVEY CONTROL
 CY0771
 CY0771.No superseded survey control is available for this station.
 CY0771
 CY0771_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYB385294(NAD 83)
 CY0771_MARKER: DB = BENCH MARK DISK
 CY0771_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CY0771+WITH SETTING: INFORMATION.
 CY0771_SP_SET: SHALLOW SET METAL ROD
 CY0771_STAMPING: C 360 1980
 CY0771_PROJECTION: FLUSH
 CY0771_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CY0771_ROD/PIPE-DEPTH: 2.1  meters
 CY0771
 CY0771  HISTORY     - Date     Condition        Report By
 CY0771  HISTORY     - 1980     MONUMENTED       NGS
 CY0771
 CY0771                          STATION DESCRIPTION
 CY0771
 CY0771'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CY0771'20.2 KM WNW FROM SILVER CITY.
 CY0771'1.0 KILOMETER (0.7 MILE)NORTH ALONG HUDSON STREET (STATE HIGHWAY 90)
 CY0771'FROM THE POST OFFICE IN SILVER CITY, THENCE 19.2 KILOMETERS (12.0
 CY0771'MILES)WEST-NORTHWEST ALONG U.S. HIGHWAY 180, 0.9 KILOMETER (0.6 MILE)
 CY0771'WEST OF A PAVED ROAD LEADING NORTH, 0.6 KILOMETER (0.4 MILE) EAST OF
 CY0771'MILEMARKER 101, 22.6 METERS (74.0 FEET) SOUTH OF THE CENTERLINE OF THE
 CY0771'HIGHWAY, 1.0 METER (3.3 FEET) NORTHWEST OF A TELEPHONE POLE AND 0.4
 CY0771'METER (1.4 FEET) NORTH OF A FENCE.  NOTE=REFUSAL WAS REACHED AT 2.1
 CY0771'METERS (7.0 FEET).  ACCESS TO DISK IS THROUGH A 4-INCH SCREW PLUG.
 CY0771'THE MARK IS 0.5 METERS  WNW FROM A WITNESS POST.
 CY0771'THE MARK IS 0.9 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0561 ***********************************************************************
 DT0561  DESIGNATION -  C 361
 DT0561  PID         -  DT0561
 DT0561  STATE/COUNTY-  NM/GRANT
 DT0561  USGS QUAD   -  BUCKHORN (1965)
 DT0561
 DT0561                         *CURRENT SURVEY CONTROL
 DT0561  ___________________________________________________________________
 DT0561* NAD 83(1986)-  33 03 08.     (N)    108 44 04.     (W)     SCALED    
 DT0561* NAVD 88     -      1479.439  (meters)    4853.79   (feet)  ADJUSTED  
 DT0561  ___________________________________________________________________
 DT0561  GEOID HEIGHT-         -24.48  (meters)                     GEOID03
 DT0561  DYNAMIC HT  -        1477.202 (meters)    4846.45  (feet)  COMP
 DT0561  MODELED GRAV-     979,074.3   (mgal)                       NAVD 88
 DT0561
 DT0561  VERT ORDER  -  FIRST     CLASS II
 DT0561
 DT0561.The horizontal coordinates were scaled from a topographic map and have
 DT0561.an estimated accuracy of +/- 6 seconds.
 DT0561
 DT0561.The orthometric height was determined by differential leveling
 DT0561.and adjusted by the National Geodetic Survey in June 1991..
 DT0561
 DT0561.The geoid height was determined by GEOID03.
 DT0561
 DT0561.The dynamic height is computed by dividing the NAVD 88
 DT0561.geopotential number by the normal gravity value computed on the
 DT0561.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0561.degrees latitude (g = 980.6199 gals.).
 DT0561
 DT0561.The modeled gravity was interpolated from observed gravity values.
 DT0561
 DT0561;                    North         East    Units  Estimated Accuracy
 DT0561;SPC NM W     -   227,910.      745,840.      MT  (+/- 180 meters Scaled)
 DT0561
 DT0561                          SUPERSEDED SURVEY CONTROL
 DT0561
 DT0561.No superseded survey control is available for this station.
 DT0561
 DT0561_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYB115593(NAD 83)
 DT0561_MARKER: DB = BENCH MARK DISK
 DT0561_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DT0561+WITH SETTING: INFORMATION.
 DT0561_SP_SET: SHALLOW SET METAL ROD
 DT0561_STAMPING: C 361 1980
 DT0561_PROJECTION: FLUSH
 DT0561_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DT0561_ROD/PIPE-DEPTH: 4.6  meters
 DT0561
 DT0561  HISTORY     - Date     Condition        Report By
 DT0561  HISTORY     - 1980     MONUMENTED       NGS
 DT0561
 DT0561                          STATION DESCRIPTION
 DT0561
 DT0561'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 DT0561'15.8 KM WNW FROM CLIFF.
 DT0561'15.8 KILOMETERS (9.8 MILES) WEST-NORTHWEST ALONG U.S. HIGHWAY 180 FROM
 DT0561'THE POST OFFICE IN CLIFF, 0.9 KILOMETER (0.6 MILE) WEST-NORTHWEST OF
 DT0561'MILEMARKER 75, 22.5 METER (73.0 FEET) NORTH-NORTHEAST OF THE
 DT0561'CENTERLINE OF THE HIGHWAY, 1.9 METERS (3.9 FEET) SOUTH-SOUTHWEST OF A
 DT0561'POWERPOLE AND 0.4 METER (1.3 FEET) SOUTH-SOUTHWEST OF A FENCE.  NOTE=
 DT0561'REFUSAL WAS REACHED AT 4.6 METERS (15.0 FEET).  ACCESS TO DISK IS
 DT0561'THROUGH A 4-INCH SCREW PLUG.
 DT0561'THE MARK IS 0.6 METERS  WNW FROM A WITNESS POST.
 DT0561'THE MARK IS 0.9 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1194 ***********************************************************************
 CX1194  DESIGNATION -  C 362
 CX1194  PID         -  CX1194
 CX1194  STATE/COUNTY-  NM/LUNA
 CX1194  USGS QUAD   -  DEMING WEST (1972)
 CX1194
 CX1194                         *CURRENT SURVEY CONTROL
 CX1194  ___________________________________________________________________
 CX1194* NAD 83(1986)-  32 15 43.     (N)    107 45 21.     (W)     SCALED    
 CX1194* NAVD 88     -      1321.822  (meters)    4336.68   (feet)  ADJUSTED  
 CX1194  ___________________________________________________________________
 CX1194  GEOID HEIGHT-         -24.59  (meters)                     GEOID03
 CX1194  DYNAMIC HT  -        1319.822 (meters)    4330.12  (feet)  COMP
 CX1194  MODELED GRAV-     979,080.1   (mgal)                       NAVD 88
 CX1194
 CX1194  VERT ORDER  -  FIRST     CLASS II
 CX1194
 CX1194.The horizontal coordinates were scaled from a topographic map and have
 CX1194.an estimated accuracy of +/- 6 seconds.
 CX1194
 CX1194.The orthometric height was determined by differential leveling
 CX1194.and adjusted by the National Geodetic Survey in June 1991..
 CX1194
 CX1194.The geoid height was determined by GEOID03.
 CX1194
 CX1194.The dynamic height is computed by dividing the NAVD 88
 CX1194.geopotential number by the normal gravity value computed on the
 CX1194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX1194.degrees latitude (g = 980.6199 gals.).
 CX1194
 CX1194.The modeled gravity was interpolated from observed gravity values.
 CX1194
 CX1194;                    North         East    Units  Estimated Accuracy
 CX1194;SPC NM W     -   139,920.      837,300.      MT  (+/- 180 meters Scaled)
 CX1194
 CX1194                          SUPERSEDED SURVEY CONTROL
 CX1194
 CX1194.No superseded survey control is available for this station.
 CX1194
 CX1194_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBR403728(NAD 83)
 CX1194_MARKER: DB = BENCH MARK DISK
 CX1194_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 CX1194_SP_SET: CONCRETE WINDOW SILL
 CX1194_STAMPING: C 362 1980
 CX1194_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CX1194+STABILITY: POSITION/ELEVATION WELL
 CX1194
 CX1194  HISTORY     - Date     Condition        Report By
 CX1194  HISTORY     - 1980     MONUMENTED       NGS
 CX1194
 CX1194                          STATION DESCRIPTION
 CX1194
 CX1194'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CX1194'IN DEMING.
 CX1194'IN DEMING, SET VERTICALLY IN THE CONCRETE WINDOW SILL OF THE FIRST
 CX1194'WINDOW SOUTH OF THE SOUTHERN MOST ENTRANCE ON THE EAST SIDE OF THE
 CX1194'LUNA COUNTY COURTHOUSE ANNEX, 4.8 METERS (15.7 FEET) NORTH OF THE
 CX1194'SOUTHEAST CORNER OF THE BUILDING.
 CX1194'THE MARK IS 0.9 M ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0556 ***********************************************************************
 DT0556  DESIGNATION -  C 363
 DT0556  PID         -  DT0556
 DT0556  STATE/COUNTY-  NM/GRANT
 DT0556  USGS QUAD   -  BEAR MOUNTAIN (1965)
 DT0556
 DT0556                         *CURRENT SURVEY CONTROL
 DT0556  ___________________________________________________________________
 DT0556* NAD 83(1986)-  33 06 07.     (N)    108 47 05.     (W)     SCALED    
 DT0556* NAVD 88     -      1546.777  (meters)    5074.72   (feet)  ADJUSTED  
 DT0556  ___________________________________________________________________
 DT0556  GEOID HEIGHT-         -24.43  (meters)                     GEOID03
 DT0556  DYNAMIC HT  -        1544.429 (meters)    5067.01  (feet)  COMP
 DT0556  MODELED GRAV-     979,065.5   (mgal)                       NAVD 88
 DT0556
 DT0556  VERT ORDER  -  FIRST     CLASS II
 DT0556
 DT0556.The horizontal coordinates were scaled from a topographic map and have
 DT0556.an estimated accuracy of +/- 6 seconds.
 DT0556
 DT0556.The orthometric height was determined by differential leveling
 DT0556.and adjusted by the National Geodetic Survey in June 1991..
 DT0556
 DT0556.The geoid height was determined by GEOID03.
 DT0556
 DT0556.The dynamic height is computed by dividing the NAVD 88
 DT0556.geopotential number by the normal gravity value computed on the
 DT0556.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0556.degrees latitude (g = 980.6199 gals.).
 DT0556
 DT0556.The modeled gravity was interpolated from observed gravity values.
 DT0556
 DT0556;                    North         East    Units  Estimated Accuracy
 DT0556;SPC NM W     -   233,460.      741,200.      MT  (+/- 180 meters Scaled)
 DT0556
 DT0556                          SUPERSEDED SURVEY CONTROL
 DT0556
 DT0556.No superseded survey control is available for this station.
 DT0556
 DT0556_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYB067647(NAD 83)
 DT0556_MARKER: DB = BENCH MARK DISK
 DT0556_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DT0556_SP_SET: STAINLESS STEEL ROD
 DT0556_STAMPING: C 363 1980
 DT0556_PROJECTION: FLUSH
 DT0556_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DT0556_ROD/PIPE-DEPTH: 9.1  meters
 DT0556
 DT0556  HISTORY     - Date     Condition        Report By
 DT0556  HISTORY     - 1980     MONUMENTED       NGS
 DT0556
 DT0556                          STATION DESCRIPTION
 DT0556
 DT0556'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 DT0556'23.2 KM WNW FROM CLIFF.
 DT0556'23.2 KILOMETERS (14.4 MILES) WEST-NORTHWEST ALONG U.S. HIGHWAY 180
 DT0556'FROM THE POST OFFICE IN CLIFF, 0.4 KILOMETER (0.2 MILE) NORTHWEST OF
 DT0556'A TELEPHONE LINE CROSSING, 0.2 KILOMETER (0.1 MILE) NORTHWEST OF
 DT0556'HIGHWAY MILEMARKER 70, 22.5 METERS (73.7 FEET) NORTHEAST OF THE
 DT0556'CENTERLINE OF THE HIGHWAY AND 0.4 METER (1.3 FEET) SOUTHWEST OF A
 DT0556'BARBED WIRE FENCE.  ACCESS TO THE DISK IS THROUGH A 4-INCH SCREW PLUG.
 DT0556'THE MARK IS 1.0 METERS  SE FROM A WITNESS POST.
 DT0556'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0534 ***********************************************************************
 DT0534  DESIGNATION -  C 364
 DT0534  PID         -  DT0534
 DT0534  STATE/COUNTY-  NM/CATRON
 DT0534  USGS QUAD   -  GLENWOOD (1965)
 DT0534
 DT0534                         *CURRENT SURVEY CONTROL
 DT0534  ___________________________________________________________________
 DT0534* NAD 83(1986)-  33 22 04.     (N)    108 54 13.     (W)     SCALED    
 DT0534* NAVD 88     -      1513.687  (meters)    4966.15   (feet)  ADJUSTED  
 DT0534  ___________________________________________________________________
 DT0534  GEOID HEIGHT-         -23.98  (meters)                     GEOID03
 DT0534  DYNAMIC HT  -        1511.394 (meters)    4958.63  (feet)  COMP
 DT0534  MODELED GRAV-     979,070.2   (mgal)                       NAVD 88
 DT0534
 DT0534  VERT ORDER  -  FIRST     CLASS II
 DT0534
 DT0534.The horizontal coordinates were scaled from a topographic map and have
 DT0534.an estimated accuracy of +/- 6 seconds.
 DT0534
 DT0534.The orthometric height was determined by differential leveling
 DT0534.and adjusted by the National Geodetic Survey in June 1991..
 DT0534
 DT0534.The geoid height was determined by GEOID03.
 DT0534
 DT0534.The dynamic height is computed by dividing the NAVD 88
 DT0534.geopotential number by the normal gravity value computed on the
 DT0534.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0534.degrees latitude (g = 980.6199 gals.).
 DT0534
 DT0534.The modeled gravity was interpolated from observed gravity values.
 DT0534
 DT0534;                    North         East    Units  Estimated Accuracy
 DT0534;SPC NM W     -   263,050.      730,400.      MT  (+/- 180 meters Scaled)
 DT0534
 DT0534                          SUPERSEDED SURVEY CONTROL
 DT0534
 DT0534.No superseded survey control is available for this station.
 DT0534
 DT0534_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB950940(NAD 83)
 DT0534_MARKER: DB = BENCH MARK DISK
 DT0534_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DT0534+WITH SETTING: INFORMATION.
 DT0534_SP_SET: SHALLOW SET METAL ROD
 DT0534_STAMPING: C 364 1980
 DT0534_PROJECTION: FLUSH
 DT0534_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DT0534_ROD/PIPE-DEPTH: 2.1  meters
 DT0534
 DT0534  HISTORY     - Date     Condition        Report By
 DT0534  HISTORY     - 1980     MONUMENTED       NGS
 DT0534
 DT0534                          STATION DESCRIPTION
 DT0534
 DT0534'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 DT0534'6.5 KM NW FROM GLENWOOD.
 DT0534'6.5 KILOMETERS (4.05 MILES) NORTHWEST ALONG U. S. HIGHWAY 180 FROM
 DT0534'THE POST OFFICE IN GLENWOOD, 0.08 KILOMETER (0.05 MILE) NORTH OF MILE
 DT0534'POST 47, 21.0 METERS (68.9 FEET) SOUTHWEST OF THE CENTER OF THE
 DT0534'HIGHWAY AND 0.5 METER (1.7 FEET) NORTHEAST OF A WIRE FENCE.
 DT0534'NOTE=REFUSAL WAS REACHED AT 2.1 METERS.  ACCESS TO THE DISK IS
 DT0534'THROUGH A 4-INCH SCREW PLUG.
 DT0534'THE MARK IS 0.6 METERS  NW FROM A WITNESS POST.
 DT0534'THE MARK IS 1.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1227 ***********************************************************************
 CX1227  DESIGNATION -  C 365
 CX1227  PID         -  CX1227
 CX1227  STATE/COUNTY-  NM/LUNA
 CX1227  USGS QUAD   -  DEMING WEST (1972)
 CX1227
 CX1227                         *CURRENT SURVEY CONTROL
 CX1227  ___________________________________________________________________
 CX1227* NAD 83(1986)-  32 18 25.     (N)    107 46 49.     (W)     SCALED    
 CX1227* NAVD 88     -      1336.929  (meters)    4386.24   (feet)  ADJUSTED  
 CX1227  ___________________________________________________________________
 CX1227  GEOID HEIGHT-         -24.52  (meters)                     GEOID03
 CX1227  DYNAMIC HT  -        1334.904 (meters)    4379.60  (feet)  COMP
 CX1227  MODELED GRAV-     979,078.2   (mgal)                       NAVD 88
 CX1227
 CX1227  VERT ORDER  -  FIRST     CLASS II
 CX1227
 CX1227.The horizontal coordinates were scaled from a topographic map and have
 CX1227.an estimated accuracy of +/- 6 seconds.
 CX1227
 CX1227.The orthometric height was determined by differential leveling
 CX1227.and adjusted by the National Geodetic Survey in June 1991..
 CX1227
 CX1227.The geoid height was determined by GEOID03.
 CX1227
 CX1227.The dynamic height is computed by dividing the NAVD 88
 CX1227.geopotential number by the normal gravity value computed on the
 CX1227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX1227.degrees latitude (g = 980.6199 gals.).
 CX1227
 CX1227.The modeled gravity was interpolated from observed gravity values.
 CX1227
 CX1227;                    North         East    Units  Estimated Accuracy
 CX1227;SPC NM W     -   144,900.      835,000.      MT  (+/- 180 meters Scaled)
 CX1227
 CX1227                          SUPERSEDED SURVEY CONTROL
 CX1227
 CX1227.No superseded survey control is available for this station.
 CX1227
 CX1227_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBR382778(NAD 83)
 CX1227_MARKER: DB = BENCH MARK DISK
 CX1227_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CX1227+WITH SETTING: INFORMATION.
 CX1227_SP_SET: SHALLOW SET METAL ROD
 CX1227_STAMPING: C 365 1979
 CX1227_PROJECTION: FLUSH
 CX1227_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX1227_ROD/PIPE-DEPTH: 2.4  meters
 CX1227
 CX1227  HISTORY     - Date     Condition        Report By
 CX1227  HISTORY     - 1979     MONUMENTED       NGS
 CX1227
 CX1227                          STATION DESCRIPTION
 CX1227
 CX1227'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CX1227'5.5 KM NW FROM DEMING.
 CX1227'0.2 KILOMETER (0.1 MILE) EAST ALONG SPRUCE STREET FROM THE POST OFFICE
 CX1227'IN DEMING, THENCE 5.3 KILOMETERS (3.3 MILES) NORTHWEST ALONG U.S.
 CX1227'HIGHWAY 180, 0.3 KILOMETER (0.1 MILE) NORTHEAST OF A MICROWAVE RELAY
 CX1227'TOWER, 18.3 METERS (60.0 FEET) SOUTHWEST OF THE CENTERLINE OF THE
 CX1227'HIGHWAY, 9.8 METERS (32.2 FEET) WEST OF MILEMARKER 162, 0.4 METERS
 CX1227'(1.6 FEET) EAST OF A FENCE.  NOTE= REFUSAL WAS REACHED AT 2.4 METERS
 CX1227'(8.0 FEET).  ACCESS TO DISK IS THROUGH A 4-INCH SCREW PLUG.
 CX1227'THE MARK IS 0.4 METERS  NNW FROM A WITNESS POST.
 CX1227'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1268 ***********************************************************************
 CX1268  DESIGNATION -  C 366
 CX1268  PID         -  CX1268
 CX1268  STATE/COUNTY-  NM/SIERRA
 CX1268  USGS QUAD   -  GARFIELD (1980)
 CX1268
 CX1268                         *CURRENT SURVEY CONTROL
 CX1268  ___________________________________________________________________
 CX1268* NAD 83(1992)-  32 51 42.18900(N)    107 17 22.86813(W)     ADJUSTED  
 CX1268* NAVD 88     -      1276.864  (meters)    4189.18   (feet)  ADJUSTED  
 CX1268  ___________________________________________________________________
 CX1268  X           -  -1,594,156.566 (meters)                     COMP
 CX1268  Y           -  -5,121,494.570 (meters)                     COMP
 CX1268  Z           -   3,441,766.934 (meters)                     COMP
 CX1268  LAPLACE CORR-           3.20  (seconds)                    DEFLEC99
 CX1268  ELLIP HEIGHT-        1253.26  (meters)          (08/10/01) GPS OBS
 CX1268  GEOID HEIGHT-         -23.60  (meters)                     GEOID03
 CX1268  DYNAMIC HT  -        1274.984 (meters)    4183.01  (feet)  COMP
 CX1268  MODELED GRAV-     979,122.2   (mgal)                       NAVD 88
 CX1268
 CX1268  HORZ ORDER  -  FIRST
 CX1268  VERT ORDER  -  FIRST     CLASS II
 CX1268  ELLP ORDER  -  THIRD     CLASS II
 CX1268
 CX1268.The horizontal coordinates were established by GPS observations
 CX1268.and adjusted by the National Geodetic Survey in March 1997..
 CX1268
 CX1268.The orthometric height was determined by differential leveling
 CX1268.and adjusted by the National Geodetic Survey in June 1991..
 CX1268
 CX1268.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CX1268
 CX1268.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1268
 CX1268.The ellipsoidal height was determined by GPS observations
 CX1268.and is referenced to NAD 83.
 CX1268
 CX1268.The geoid height was determined by GEOID03.
 CX1268
 CX1268.The dynamic height is computed by dividing the NAVD 88
 CX1268.geopotential number by the normal gravity value computed on the
 CX1268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX1268.degrees latitude (g = 980.6199 gals.).
 CX1268
 CX1268.The modeled gravity was interpolated from observed gravity values.
 CX1268
 CX1268;                    North         East     Units Scale Factor Converg.
 CX1268;SPC NM W     -   206,551.709   880,880.810   MT  0.99994858   +0 17 42.0
 CX1268;SPC NM W     -   677,661.73  2,890,023.12   sFT  0.99994858   +0 17 42.0
 CX1268;UTM  13      - 3,638,280.957   285,750.451   MT  1.00016603   -1 14 34.4
 CX1268
 CX1268!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1268!SPC NM W     -   0.99980327  x   0.99994858  =   0.99975186
 CX1268!UTM  13      -   0.99980327  x   1.00016603  =   0.99996927
 CX1268
 CX1268                          SUPERSEDED SURVEY CONTROL
 CX1268
 CX1268  ELLIP H (03/20/97) 1253.29   (m)                       GP(       ) 3 1
 CX1268  NAVD 88 (03/20/97) 1276.86   (m)         4189.2    (f) LEVELING    3  
 CX1268
 CX1268.Superseded values are not recommended for survey control.
 CX1268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1268.See file dsdata.txt to determine how the superseded data were derived.
 CX1268
 CX1268_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBS8575038281(NAD 83)
 CX1268_MARKER: DB = BENCH MARK DISK
 CX1268_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CX1268_SP_SET: STAINLESS STEEL ROD
 CX1268_STAMPING: C 366 1980
 CX1268_MARK LOGO: NGS   
 CX1268_PROJECTION: FLUSH
 CX1268_MAGNETIC: N = NO MAGNETIC MATERIAL
 CX1268_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CX1268_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CX1268+SATELLITE: SATELLITE OBSERVATIONS - January 05, 1996
 CX1268_ROD/PIPE-DEPTH: 10.7 meters
 CX1268
 CX1268  HISTORY     - Date     Condition        Report By
 CX1268  HISTORY     - 1980     MONUMENTED       NGS
 CX1268  HISTORY     - 19960105 GOOD             CHANCE
 CX1268
 CX1268                          STATION DESCRIPTION
 CX1268
 CX1268'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CX1268'13.8 KM SE FROM CABALLO.
 CX1268'9.2 KILOMETERS (5.7 MILES) SOUTH ALONG U.S. HIGHWAY 85 FROM THE
 CX1268'POST OFFICE IN CABALLO, THENCE 4.3 KILOMETERS (2.7 MILES)
 CX1268'SOUTHEASTERLY ALONG INTERSTATE HIGHWAY 25, 57.6 METERS (189.0 FEET)
 CX1268'NORTH-NORTHWEST OF A CONCRETE BOX CULVERT, 35.6 METERS (143.0 FEET)
 CX1268'SOUTHWEST OF THE CENTER LINE OF THE SOUTHBOUND LANES OF THE HIGHWAY,
 CX1268'35.6 METERS (117.0 FEET) WEST-SOUTHWEST OF HIGHWAY MILE MARKER
 CX1268'NUMBER 57, 35.9 METERS (118.0 FEET) SOUTHWEST OF A 24-INCH CONCRETE
 CX1268'CULVERT AND 0.3 METER (1.0 FEET) NORTHEAST OF A BARBED WIRE FENCE.
 CX1268'NOTE=ACCESS TO DISK IS THROUGH A 4-INCH SCREW PLUG.
 CX1268'THE MARK IS 0.5 METERS  SE FROM A WITNESS POST.
 CX1268'THE MARK IS 2.0 M BELOW THE HIGHWAY.
 CX1268
 CX1268                          STATION RECOVERY (1996)
 CX1268
 CX1268'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (MFY)
 CX1268'A NEW AND COMPLETE DESCRIPTION FOLLOWS THE STATION IS LOCATED
 CX1268'APPROXIMATELY 13.8 KM (8.55 MI) SOUTH FROM CABALLO ALONG INTERSTATE
 CX1268'HIGHWAY 25.  THE STATION IS LOCATED ON STATE OF NEW MEXICO HIGHWAY
 CX1268'RIGHT-OF-WAY TO REACH THE STATION FROM THE INTERSECTION OF STATE
 CX1268'HIGHWAY 152 AND INTERSTATE HIGHWAY 25 (EXIT 63 ON INTERSTATE 25) SOUTH
 CX1268'OF CABALLO, PROCEED SOUTH ON INTERSTATE HIGHWAY 25 FOR 6.8 KM (4.20
 CX1268'MI) TO THE CABALLO PERCHA STATE PARK EXIT (EXIT 59 ON INTERSTATE 25) .
 CX1268'CONTINUE SOUTH ON INTERSTATE HIGHWAY 25 FOR 4.1 KM (2.55 MI) TO THE
 CX1268'STATION ON THE RIGHT THE STATION IS A BENCH MARK DISK SET INTO A
 CX1268'STAINLESS STEEL ROD DRIVEN 3.1 M (10.2 FT) WITHOUT SLEEVE.  THE
 CX1268'STATION IS LOCATED 57.6 M (189.0 FT) NORTH-NORTHWEST OF A CONCRETE BOX
 CX1268'CULVERT, 35.9 M (117.8 FT) SOUTHWEST OF A 24-INCH CONCRETE CULVERT,
 CX1268'35.6 M (116.8 FT) SOUTHWEST OF THE CENTER LINE OF THE SOUTH BOUND
 CX1268'LANES OF INTERSTATE HIGHWAY 25, 35.6 M (116.8 FT) WEST-SOUTHWEST OF
 CX1268'MILEPOST 57, 2.0 M (6.6 FT) BELOW INTERSTATE 25, 0.5 M (1.6 FT)
 CX1268'SOUTHEAST FROM A WITNESS POST, AND 0.3 M (1.0 FT) NORTHEAST OF A
 CX1268'BARBED WIRE FENCE.  NOTE = ACCESS TO DISK IS THROUGH A 4-INCH SCREW
 CX1268'PLUG
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS1047 ***********************************************************************
 DS1047  DESIGNATION -  C 367
 DS1047  PID         -  DS1047
 DS1047  STATE/COUNTY-  NM/SOCORRO
 DS1047  USGS QUAD   -  FORT CRAIG (1980)
 DS1047
 DS1047                         *CURRENT SURVEY CONTROL
 DS1047  ___________________________________________________________________
 DS1047* NAD 83(1986)-  33 39 58.     (N)    107 04 52.     (W)     SCALED    
 DS1047* NAVD 88     -      1464.902  (meters)    4806.10   (feet)  ADJUSTED  
 DS1047  ___________________________________________________________________
 DS1047  GEOID HEIGHT-         -22.79  (meters)                     GEOID03
 DS1047  DYNAMIC HT  -        1462.777 (meters)    4799.13  (feet)  COMP
 DS1047  MODELED GRAV-     979,135.2   (mgal)                       NAVD 88
 DS1047
 DS1047  VERT ORDER  -  FIRST     CLASS II
 DS1047
 DS1047.The horizontal coordinates were scaled from a topographic map and have
 DS1047.an estimated accuracy of +/- 6 seconds.
 DS1047
 DS1047.The orthometric height was determined by differential leveling
 DS1047.and adjusted by the National Geodetic Survey in June 1991..
 DS1047
 DS1047.The geoid height was determined by GEOID03.
 DS1047
 DS1047.The dynamic height is computed by dividing the NAVD 88
 DS1047.geopotential number by the normal gravity value computed on the
 DS1047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS1047.degrees latitude (g = 980.6199 gals.).
 DS1047
 DS1047.The modeled gravity was interpolated from observed gravity values.
 DS1047
 DS1047;                    North         East    Units  Estimated Accuracy
 DS1047;SPC NM C     -   295,930.      422,930.      MT  (+/- 180 meters Scaled)
 DS1047
 DS1047                          SUPERSEDED SURVEY CONTROL
 DS1047
 DS1047.No superseded survey control is available for this station.
 DS1047
 DS1047_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT070270(NAD 83)
 DS1047_MARKER: DB = BENCH MARK DISK
 DS1047_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DS1047+WITH SETTING: INFORMATION.
 DS1047_SP_SET: SHALLOW SET METAL ROD
 DS1047_STAMPING: C 367 1980
 DS1047_PROJECTION: FLUSH
 DS1047_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DS1047_ROD/PIPE-DEPTH: 2.4  meters
 DS1047
 DS1047  HISTORY     - Date     Condition        Report By
 DS1047  HISTORY     - 1980     MONUMENTED       NGS
 DS1047
 DS1047                          STATION DESCRIPTION
 DS1047
 DS1047'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 DS1047'36.2 KM SW FROM SAN ANTONIO.
 DS1047'0.2 KILOMETER (0.1 MILE) EAST ALONG U.S. HIGHWAY 380 FROM THE POST
 DS1047'OFFICE IN SAN ANTONIO, THENCE 36.0 KILOMETERS (22.5 MILES) SOUTH
 DS1047'ALONG STATE HIGHWAY 1, 29.8 METERS (97.7 FEET) SOUTHEAST OF THE
 DS1047'CENTER LINE OF THE HIGHWAY, 1.6 METERS (5.3 FEET) NORTH-NORTHEAST
 DS1047'OF A POWER POLE AND 0.4 METER (1.3 FEET) NORTHWEST OF A FENCE.
 DS1047'NOTE=REFUSAL WAS REACHED AT 2.4 METERS (18.0 FEET).  ACCESS TO THE
 DS1047'DISK IS THROUGH A 4-INCH SCREW PLUG.
 DS1047'THE MARK IS 0.6 METERS  SSW FROM A WITNESS POST.
 DS1047'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS1034 ***********************************************************************
 DS1034  DESIGNATION -  C 368
 DS1034  PID         -  DS1034
 DS1034  STATE/COUNTY-  NM/SOCORRO
 DS1034  USGS QUAD   -  BLACK HILL (1980)
 DS1034
 DS1034                         *CURRENT SURVEY CONTROL
 DS1034  ___________________________________________________________________
 DS1034* NAD 83(1986)-  33 32 50.     (N)    107 12 30.     (W)     SCALED    
 DS1034* NAVD 88     -      1545.325  (meters)    5069.95   (feet)  ADJUSTED  
 DS1034  ___________________________________________________________________
 DS1034  GEOID HEIGHT-         -22.80  (meters)                     GEOID03
 DS1034  DYNAMIC HT  -        1543.036 (meters)    5062.44  (feet)  COMP
 DS1034  MODELED GRAV-     979,101.9   (mgal)                       NAVD 88
 DS1034
 DS1034  VERT ORDER  -  FIRST     CLASS II
 DS1034
 DS1034.The horizontal coordinates were scaled from a topographic map and have
 DS1034.an estimated accuracy of +/- 6 seconds.
 DS1034
 DS1034.The orthometric height was determined by differential leveling
 DS1034.and adjusted by the National Geodetic Survey in June 1991..
 DS1034
 DS1034.The geoid height was determined by GEOID03.
 DS1034
 DS1034.The dynamic height is computed by dividing the NAVD 88
 DS1034.geopotential number by the normal gravity value computed on the
 DS1034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS1034.degrees latitude (g = 980.6199 gals.).
 DS1034
 DS1034.The modeled gravity was interpolated from observed gravity values.
 DS1034
 DS1034;                    North         East    Units  Estimated Accuracy
 DS1034;SPC NM C     -   282,850.      411,010.      MT  (+/- 180 meters Scaled)
 DS1034
 DS1034                          SUPERSEDED SURVEY CONTROL
 DS1034
 DS1034.No superseded survey control is available for this station.
 DS1034
 DS1034_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBT949141(NAD 83)
 DS1034_MARKER: DB = BENCH MARK DISK
 DS1034_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DS1034_SP_SET: MASSIVE BOX CULVERT
 DS1034_STAMPING: C 368 1980
 DS1034_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DS1034
 DS1034  HISTORY     - Date     Condition        Report By
 DS1034  HISTORY     - 1980     MONUMENTED       NGS
 DS1034
 DS1034                          STATION DESCRIPTION
 DS1034
 DS1034'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 DS1034'50.2 KM NE FROM TRUTH OR CONSEQUENCES.
 DS1034'18.7 KILOMETERS (11.6 MILES) NORTH ALONG U.S. HIGHWAY 85 FROM THE
 DS1034'COURTHOUSE IN TRUTH OR CONSEQUENCES, THENCE 0.3 KILOMETER (0.2 MILE)
 DS1034'EAST ALONG A PAVED ROAD, THENCE 4.3 KILOMETERS (2.7 MILES) NORTH
 DS1034'ALONG INTERSTATE HIGHWAY 25, THENCE 26.9 KILOMETERS (16.7 MILES)
 DS1034'NORTH ALONG STATE HIGHWAY 1, 0.9 KILOMETER (0.55 MILE) NORTHEAST OF
 DS1034'THE NORTHEAST END OF A BRIDGE, IN TOP OF AND 0.9 KILOMETER (3.0
 DS1034'FEET) SOUTH OF THE NORTHEAST END OF A MASSIVE BOX CULVERT AND
 DS1034'11.2 METERS (36.7 FEET) EAST OF THE CENTER LINE OF THE HIGHWAY.
 DS1034'THE MARK IS 1.8 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS1001 ***********************************************************************
 DS1001  DESIGNATION -  C 369
 DS1001  PID         -  DS1001
 DS1001  STATE/COUNTY-  NM/SIERRA
 DS1001  USGS QUAD   -  ELEPHANT BUTTE (1980)
 DS1001
 DS1001                         *CURRENT SURVEY CONTROL
 DS1001  ___________________________________________________________________
 DS1001* NAD 83(1986)-  33 11 37.     (N)    107 14 50.     (W)     SCALED    
 DS1001* NAVD 88     -      1386.144  (meters)    4547.71   (feet)  ADJUSTED  
 DS1001  ___________________________________________________________________
 DS1001  GEOID HEIGHT-         -23.24  (meters)                     GEOID03
 DS1001  DYNAMIC HT  -        1384.127 (meters)    4541.09  (feet)  COMP
 DS1001  MODELED GRAV-     979,134.1   (mgal)                       NAVD 88
 DS1001
 DS1001  VERT ORDER  -  FIRST     CLASS II
 DS1001
 DS1001.The horizontal coordinates were scaled from a topographic map and have
 DS1001.an estimated accuracy of +/- 6 seconds.
 DS1001
 DS1001.The orthometric height was determined by differential leveling
 DS1001.and adjusted by the National Geodetic Survey in June 1991..
 DS1001
 DS1001.The geoid height was determined by GEOID03.
 DS1001
 DS1001.The dynamic height is computed by dividing the NAVD 88
 DS1001.geopotential number by the normal gravity value computed on the
 DS1001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS1001.degrees latitude (g = 980.6199 gals.).
 DS1001
 DS1001.The modeled gravity was interpolated from observed gravity values.
 DS1001
 DS1001;                    North         East    Units  Estimated Accuracy
 DS1001;SPC NM W     -   243,380.      884,650.      MT  (+/- 180 meters Scaled)
 DS1001
 DS1001                          SUPERSEDED SURVEY CONTROL
 DS1001
 DS1001.No superseded survey control is available for this station.
 DS1001
 DS1001_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBS905750(NAD 83)
 DS1001_MARKER: DB = BENCH MARK DISK
 DS1001_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DS1001_SP_SET: STAINLESS STEEL ROD
 DS1001_STAMPING: C 369 1980
 DS1001_PROJECTION: FLUSH
 DS1001_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DS1001_ROD/PIPE-DEPTH: 4.3  meters
 DS1001
 DS1001  HISTORY     - Date     Condition        Report By
 DS1001  HISTORY     - 1980     MONUMENTED       NGS
 DS1001
 DS1001                          STATION DESCRIPTION
 DS1001
 DS1001'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 DS1001'7.4 KM NNW FROM TRUTH OR CONSEQUENCES.
 DS1001'7.4 KILOMETERS (4.65 MILES) NORTH AND NORTHWEST ALONG U.S HIGHWAY
 DS1001'85 (DATE STREET) FROM THE SIERRA COUNTY COURTHOUSE IN TRUTH OR
 DS1001'CONSEQUENCES, 1.2 KILOMETERS (0.75 MILE) NORTHWEST OF HIGHWAY MILE
 DS1001'POST 82, 30.6 METERS (100.3 FEET) NORTHEAST OF THE CENTER LINE OF THE
 DS1001'HIGHWAY, 4.5 METERS (14.8 FEET) SOUTHWEST OF POWER POLE NUMBER 26
 DS1001'AND 0.3 METER (1.1 FEET) SOUTHWEST OF A BARBED WIRE FENCE.  NOTE=
 DS1001'ACCESS TO THE DISK IS THROUGH A 4-INCH SCREW PLUG.  REFUSAL WAS MET
 DS1001'AT 4.3 METERS.
 DS1001'THE MARK IS 0.72 METERS  SE FROM A WITNESS POST.
 DS1001'THE MARK IS 2.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0547 ***********************************************************************
 EQ0547  DESIGNATION -  C 370
 EQ0547  PID         -  EQ0547
 EQ0547  STATE/COUNTY-  NM/CATRON
 EQ0547  USGS QUAD   -  DATIL (1963)
 EQ0547
 EQ0547                         *CURRENT SURVEY CONTROL
 EQ0547  ___________________________________________________________________
 EQ0547* NAD 83(1986)-  34 08 31.     (N)    107 51 12.     (W)     SCALED    
 EQ0547* NAVD 88     -      2265.999  (meters)    7434.37   (feet)  ADJUSTED  
 EQ0547  ___________________________________________________________________
 EQ0547  GEOID HEIGHT-         -21.34  (meters)                     GEOID03
 EQ0547  DYNAMIC HT  -        2262.455 (meters)    7422.74  (feet)  COMP
 EQ0547  MODELED GRAV-     978,989.9   (mgal)                       NAVD 88
 EQ0547
 EQ0547  VERT ORDER  -  FIRST     CLASS II
 EQ0547
 EQ0547.The horizontal coordinates were scaled from a topographic map and have
 EQ0547.an estimated accuracy of +/- 6 seconds.
 EQ0547
 EQ0547.The orthometric height was determined by differential leveling
 EQ0547.and adjusted by the National Geodetic Survey in June 1991..
 EQ0547
 EQ0547.The geoid height was determined by GEOID03.
 EQ0547
 EQ0547.The dynamic height is computed by dividing the NAVD 88
 EQ0547.geopotential number by the normal gravity value computed on the
 EQ0547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0547.degrees latitude (g = 980.6199 gals.).
 EQ0547
 EQ0547.The modeled gravity was interpolated from observed gravity values.
 EQ0547
 EQ0547;                    North         East    Units  Estimated Accuracy
 EQ0547;SPC NM W     -   348,400.      828,160.      MT  (+/- 180 meters Scaled)
 EQ0547
 EQ0547                          SUPERSEDED SURVEY CONTROL
 EQ0547
 EQ0547.No superseded survey control is available for this station.
 EQ0547
 EQ0547_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBT368815(NAD 83)
 EQ0547_MARKER: DB = BENCH MARK DISK
 EQ0547_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 EQ0547+WITH SETTING: INFORMATION.
 EQ0547_SP_SET: SHALLOW SET METAL ROD
 EQ0547_STAMPING: C 370 1980
 EQ0547_PROJECTION: FLUSH
 EQ0547_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EQ0547_ROD/PIPE-DEPTH: 1.5  meters
 EQ0547
 EQ0547  HISTORY     - Date     Condition        Report By
 EQ0547  HISTORY     - 1980     MONUMENTED       NGS
 EQ0547
 EQ0547                          STATION DESCRIPTION
 EQ0547
 EQ0547'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 EQ0547'1.1 KM SW FROM DATIL.
 EQ0547'1.1 KM (0.7 MI) SOUTHWEST ALONG STATE HIGHWAY 12 FROM THE
 EQ0547'POST OFFICE IN DATIL, AT A DIRT ROAD LEADING NORTHWEST TO THE DATIL
 EQ0547'WELL CAMPGROUND, 19.3 METERS (62.4 FT) NORTHWEST OF THE CENTERLINE
 EQ0547'OF THE HIGHWAY, 11.4 METERS (37.4 FT) SOUTHWEST OF THE CENTER OF
 EQ0547'THE ROAD, 7.7 METERS (25.3 FT) SOUTHWEST OF THE SOUTHWEST END OF A
 EQ0547'CATTLE GUARD AND 0.5 METERS (1.5 FT) SOUTHEAST OF A BARBED WIRE FENCE.
 EQ0547'NOTE=REFUSAL WAS REACHED AT 1.5 METERS.  ACCESS TO THE DISK IS THROUGH
 EQ0547'A 4-INCH SCREW PLUG.
 EQ0547'THE MARK IS 0.7 METERS  NE FROM A WITNESS POST.
 EQ0547'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0609 ***********************************************************************
 DT0609  DESIGNATION -  C 372
 DT0609  PID         -  DT0609
 DT0609  STATE/COUNTY-  NM/CATRON
 DT0609  USGS QUAD   -  SQUIRREL SPRINGS CANYON (1965)
 DT0609
 DT0609                         *CURRENT SURVEY CONTROL
 DT0609  ___________________________________________________________________
 DT0609* NAD 83(1986)-  33 52 26.     (N)    108 34 50.     (W)     SCALED    
 DT0609* NAVD 88     -      1999.270  (meters)    6559.27   (feet)  ADJUSTED  
 DT0609  ___________________________________________________________________
 DT0609  GEOID HEIGHT-         -22.14  (meters)                     GEOID03
 DT0609  DYNAMIC HT  -        1996.164 (meters)    6549.08  (feet)  COMP
 DT0609  MODELED GRAV-     979,011.7   (mgal)                       NAVD 88
 DT0609
 DT0609  VERT ORDER  -  FIRST     CLASS II
 DT0609
 DT0609.The horizontal coordinates were scaled from a topographic map and have
 DT0609.an estimated accuracy of +/- 6 seconds.
 DT0609
 DT0609.The orthometric height was determined by differential leveling
 DT0609.and adjusted by the National Geodetic Survey in June 1991..
 DT0609
 DT0609.The geoid height was determined by GEOID03.
 DT0609
 DT0609.The dynamic height is computed by dividing the NAVD 88
 DT0609.geopotential number by the normal gravity value computed on the
 DT0609.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0609.degrees latitude (g = 980.6199 gals.).
 DT0609
 DT0609.The modeled gravity was interpolated from observed gravity values.
 DT0609
 DT0609;                    North         East    Units  Estimated Accuracy
 DT0609;SPC NM W     -   318,920.      760,870.      MT  (+/- 180 meters Scaled)
 DT0609
 DT0609                          SUPERSEDED SURVEY CONTROL
 DT0609
 DT0609.No superseded survey control is available for this station.
 DT0609
 DT0609_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYC237508(NAD 83)
 DT0609_MARKER: DB = BENCH MARK DISK
 DT0609_SETTING: 66 = SET IN ROCK OUTCROP
 DT0609_SP_SET: ROCK OUTCROP
 DT0609_STAMPING: C 372 1980
 DT0609_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DT0609+STABILITY: POSITION/ELEVATION WELL
 DT0609
 DT0609  HISTORY     - Date     Condition        Report By
 DT0609  HISTORY     - 1980     MONUMENTED       NGS
 DT0609
 DT0609                          STATION DESCRIPTION
 DT0609
 DT0609'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 DT0609'4.4 KM SW FROM ARAGON.
 DT0609'4.4 KM (2.75 MI) SOUTHWEST ALONG STATE HIGHWAY 12 FROM THE
 DT0609'POST OFFICE IN ARAGON, AT THE NORTHEAST END OF A CUT BANK, 0.5
 DT0609'KM (0.3 MI) WEST OF A SIDE ROAD LEADING SOUTH, 0.6 KM
 DT0609'(0.4 MI) NORTHEAST OF MILE POST 23, 11.5 METERS (37.8 FT) NORTH
 DT0609'OF THE CENTERLINE OF THE HIGHWAY AND 8.4 METER (27.6 FT) SOUTH
 DT0609'OF A FENCE.  NOTE=DISK IS SET IN BEDROCK.
 DT0609'THE MARK IS 0.4 METERS  W FROM A WITNESS POST.
 DT0609'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0587 ***********************************************************************
 DT0587  DESIGNATION -  C 373
 DT0587  PID         -  DT0587
 DT0587  STATE/COUNTY-  NM/CATRON
 DT0587  USGS QUAD   -  BELL PEAK (1981)
 DT0587
 DT0587                         *CURRENT SURVEY CONTROL
 DT0587  ___________________________________________________________________
 DT0587* NAD 83(1986)-  33 54 54.     (N)    108 18 36.     (W)     SCALED    
 DT0587* NAVD 88     -      2136.490  (meters)    7009.47   (feet)  ADJUSTED  
 DT0587  ___________________________________________________________________
 DT0587  GEOID HEIGHT-         -21.86  (meters)                     GEOID03
 DT0587  DYNAMIC HT  -        2133.130 (meters)    6998.44  (feet)  COMP
 DT0587  MODELED GRAV-     978,987.2   (mgal)                       NAVD 88
 DT0587
 DT0587  VERT ORDER  -  FIRST     CLASS II
 DT0587
 DT0587.The horizontal coordinates were scaled from a topographic map and have
 DT0587.an estimated accuracy of +/- 6 seconds.
 DT0587
 DT0587.The orthometric height was determined by differential leveling
 DT0587.and adjusted by the National Geodetic Survey in June 1991..
 DT0587
 DT0587.The geoid height was determined by GEOID03.
 DT0587
 DT0587.The dynamic height is computed by dividing the NAVD 88
 DT0587.geopotential number by the normal gravity value computed on the
 DT0587.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0587.degrees latitude (g = 980.6199 gals.).
 DT0587
 DT0587.The modeled gravity was interpolated from observed gravity values.
 DT0587
 DT0587;                    North         East    Units  Estimated Accuracy
 DT0587;SPC NM W     -   323,330.      785,920.      MT  (+/- 180 meters Scaled)
 DT0587
 DT0587                          SUPERSEDED SURVEY CONTROL
 DT0587
 DT0587.No superseded survey control is available for this station.
 DT0587
 DT0587_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYC486559(NAD 83)
 DT0587_MARKER: DB = BENCH MARK DISK
 DT0587_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DT0587+WITH SETTING: INFORMATION.
 DT0587_SP_SET: SHALLOW SET METAL ROD
 DT0587_STAMPING: C 373 1980
 DT0587_PROJECTION: FLUSH
 DT0587_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DT0587_ROD/PIPE-DEPTH: 0.9  meters
 DT0587
 DT0587  HISTORY     - Date     Condition        Report By
 DT0587  HISTORY     - 1980     MONUMENTED       NGS
 DT0587
 DT0587                          STATION DESCRIPTION
 DT0587
 DT0587'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 DT0587'24.4 KM NE FROM ARAGON.
 DT0587'24.4 KM (15.15 MI) NORTHEAST ALONG STATE HIGHWAY 12 FROM THE
 DT0587'POST OFFICE IN ARAGON, 0.7 KM (0.45 MI) EAST OF MILE POST 41,
 DT0587'1.7 KM (1.05 MI) EAST OF COUNTY ROAD 214 LEADING NORTH,
 DT0587'29.9 METERS (98.2 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY, 16.9
 DT0587'METERS (55.5 FT) WEST OF POWER POLE NUMBER 354, 5.0 METERS (16.4
 DT0587'FT) EAST OF THE CENTER OF A DIM TRACK ROAD LEADING NORTH, 2.9 METERS
 DT0587'(9.5 FT) EAST OF THE EAST GATE POST AND 0.4 METER (1.3 FT) SOUTH
 DT0587'OF A FENCE.  NOTE=REFUSAL WAS REACHED AT 0.9 METER (3.0 FT).  ACCESS
 DT0587'TO THE DISK IS THROUGH A 4-INCH SCREW PLUG.
 DT0587'THE MARK IS 0.5 METERS  W FROM A WITNESS POST.
 DT0587'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0491 ***********************************************************************
 DT0491  DESIGNATION -  C 374
 DT0491  PID         -  DT0491
 DT0491  STATE/COUNTY-  NM/CATRON
 DT0491  USGS QUAD   -  LUNA (1965)
 DT0491
 DT0491                         *CURRENT SURVEY CONTROL
 DT0491  ___________________________________________________________________
 DT0491* NAD 83(1986)-  33 47 17.     (N)    108 57 03.     (W)     SCALED    
 DT0491* NAVD 88     -      2173.513  (meters)    7130.93   (feet)  ADJUSTED  
 DT0491  ___________________________________________________________________
 DT0491  GEOID HEIGHT-         -22.50  (meters)                     GEOID03
 DT0491  DYNAMIC HT  -        2170.050 (meters)    7119.57  (feet)  COMP
 DT0491  MODELED GRAV-     978,965.3   (mgal)                       NAVD 88
 DT0491
 DT0491  VERT ORDER  -  FIRST     CLASS II
 DT0491
 DT0491.The horizontal coordinates were scaled from a topographic map and have
 DT0491.an estimated accuracy of +/- 6 seconds.
 DT0491
 DT0491.The orthometric height was determined by differential leveling
 DT0491.and adjusted by the National Geodetic Survey in June 1991..
 DT0491
 DT0491.The geoid height was determined by GEOID03.
 DT0491
 DT0491.The dynamic height is computed by dividing the NAVD 88
 DT0491.geopotential number by the normal gravity value computed on the
 DT0491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0491.degrees latitude (g = 980.6199 gals.).
 DT0491
 DT0491.The modeled gravity was interpolated from observed gravity values.
 DT0491
 DT0491;                    North         East    Units  Estimated Accuracy
 DT0491;SPC NM W     -   309,710.      726,510.      MT  (+/- 180 meters Scaled)
 DT0491
 DT0491                          SUPERSEDED SURVEY CONTROL
 DT0491
 DT0491.No superseded survey control is available for this station.
 DT0491
 DT0491_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC897405(NAD 83)
 DT0491_MARKER: I = METAL ROD
 DT0491_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DT0491+WITH SETTING: INFORMATION.
 DT0491_SP_SET: SHALLOW SET METAL ROD
 DT0491_STAMPING: C 374 1980
 DT0491_PROJECTION: FLUSH
 DT0491_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DT0491_ROD/PIPE-DEPTH: 1.8  meters
 DT0491
 DT0491  HISTORY     - Date     Condition        Report By
 DT0491  HISTORY     - 1980     MONUMENTED       NGS
 DT0491  HISTORY     - 20050729 GOOD             USPSQD
 DT0491
 DT0491                          STATION DESCRIPTION
 DT0491
 DT0491'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 DT0491'3.9 KM SE FROM LUNA.
 DT0491'3.9 KM (2.4 MI) SOUTHEAST ALONG U.S. HIGHWAY 180 FROM
 DT0491'THE POST OFFICE IN LUNA, 0.2 KM (0.15 MI) NORTHWEST OF
 DT0491'MILE POST 10, 0.8 KM (0.05 MI) SOUTH OF A SIDE ROAD
 DT0491'LEADING EAST, 29.3 METERS (96.2 FT) EAST OF THE CENTERLINE OF
 DT0491'THE HIGHWAY, 30.0 METERS (98.5 FT) NORTHEAST OF THE NORTHEAST
 DT0491'END OF A CATTLE GAURD, 25.6 METERS (84.0 FT) NORTHEAST OF THE
 DT0491'NORTHEAST GATE POST, AND 0.4 METER (1.3 FT) NORTH-NORTHWEST OF
 DT0491'A FENCE.  NOTE=REFUSAL WAS REACHED AT 1.8 METERS (6.0 FT).  ACCESS
 DT0491'TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 DT0491'THE MARK IS 4.5 METERS  SW FROM A WITNESS POST.
 DT0491'THE MARK IS 0.6 M BELOW THE HIGHWAY.
 DT0491
 DT0491                          STATION RECOVERY (2005)
 DT0491
 DT0491'RECOVERY NOTE BY US POWER SQUADRON 2005 (CP)
 DT0491'RECOVERED AS DESCRIBED.
 DT0491' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0665 ***********************************************************************
 CY0665  DESIGNATION -  C 397
 CY0665  PID         -  CY0665
 CY0665  STATE/COUNTY-  NM/HIDALGO
 CY0665  USGS QUAD   -  STEINS (1965)
 CY0665
 CY0665                         *CURRENT SURVEY CONTROL
 CY0665  ___________________________________________________________________
 CY0665* NAD 83(1986)-  32 13 37.     (N)    108 59 25.     (W)     SCALED    
 CY0665* NAVD 88     -      1333.875  (meters)    4376.22   (feet)  ADJUSTED  
 CY0665  ___________________________________________________________________
 CY0665  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 CY0665  DYNAMIC HT  -        1331.878 (meters)    4369.67  (feet)  COMP
 CY0665  MODELED GRAV-     979,095.0   (mgal)                       NAVD 88
 CY0665
 CY0665  VERT ORDER  -  FIRST     CLASS II
 CY0665
 CY0665.The horizontal coordinates were scaled from a topographic map and have
 CY0665.an estimated accuracy of +/- 6 seconds.
 CY0665
 CY0665.The orthometric height was determined by differential leveling
 CY0665.and adjusted by the National Geodetic Survey in June 1991..
 CY0665
 CY0665.The geoid height was determined by GEOID03.
 CY0665
 CY0665.The dynamic height is computed by dividing the NAVD 88
 CY0665.geopotential number by the normal gravity value computed on the
 CY0665.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0665.degrees latitude (g = 980.6199 gals.).
 CY0665
 CY0665.The modeled gravity was interpolated from observed gravity values.
 CY0665
 CY0665;                    North         East    Units  Estimated Accuracy
 CY0665;SPC NM W     -   136,620.      720,950.      MT  (+/- 180 meters Scaled)
 CY0665
 CY0665                          SUPERSEDED SURVEY CONTROL
 CY0665
 CY0665.No superseded survey control is available for this station.
 CY0665
 CY0665_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA893673(NAD 83)
 CY0665_MARKER: DB = BENCH MARK DISK
 CY0665_SETTING: 66 = SET IN ROCK OUTCROP
 CY0665_SP_SET: ROCK OUTCROP
 CY0665_STAMPING: C 397 1979
 CY0665_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CY0665+STABILITY: POSITION/ELEVATION WELL
 CY0665
 CY0665  HISTORY     - Date     Condition        Report By
 CY0665  HISTORY     - 1979     MONUMENTED       NGS
 CY0665
 CY0665                          STATION DESCRIPTION
 CY0665
 CY0665'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CY0665'0.2 KM WEST FROM STEINS.
 CY0665'0.2 KILOMETER (0.1 MILE) WEST ALONG INTERSTATE HIGHWAY 10 FROM THE
 CY0665'STEINS INTERCHANGE BRIDGE AT STEINS, IN TOP OF A 0.6- BY 0.9-METER
 CY0665'(2- BY 3-FOOT) LAVA OUTCROP PROJECTING 0.1 METER (0.3 FOOT) ABOVE
 CY0665'THE GROUND, ON THE NORTHEAST SLOPE AND AT THE EAST END OF THE FIRST
 CY0665'ROCK CUTBANK FOR THE EASTBOUND TRAFFIC LANE, 24.0 METERS (79 FEET)
 CY0665'SOUTH OF THE CENTERLINE OF THE EASTBOUND TRAFFIC LANE, 22.1 METERS
 CY0665'(72 FEET) NORTHWEST OF A VERTICAL RAIL HIGHWAY RIGHT-OF-WAY MARKER,
 CY0665'14.9 METERS (49 FEET) SOUTHWEST OF THE CENTERLINE OF THE EXIT 3
 CY0665'OFF-RAMP ROAD, 14.0 METERS (45.8 FEET) SOUTHEAST OF THE SOUTH PIPE
 CY0665'SUPPORTING A SIGN READING EXIT 45 MPH AND 12.5 METERS (41 FEET)
 CY0665'NORTH OF THE SOUTH RIGHT-OF-WAY FENCE.
 CY0665'THE MARK IS 1.4 METERS  SE FROM A WITNESS POST.
 CY0665'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1199 ***********************************************************************
 CX1199  DESIGNATION -  C 398
 CX1199  PID         -  CX1199
 CX1199  STATE/COUNTY-  NM/LUNA
 CX1199  USGS QUAD   -  RED MOUNTAIN (1965)
 CX1199
 CX1199                         *CURRENT SURVEY CONTROL
 CX1199  ___________________________________________________________________
 CX1199* NAD 83(1986)-  32 14 41.     (N)    107 58 21.     (W)     SCALED    
 CX1199* NAVD 88     -      1349.120  (meters)    4426.24   (feet)  ADJUSTED  
 CX1199  ___________________________________________________________________
 CX1199  GEOID HEIGHT-         -24.61  (meters)                     GEOID03
 CX1199  DYNAMIC HT  -        1347.088 (meters)    4419.57  (feet)  COMP
 CX1199  MODELED GRAV-     979,085.7   (mgal)                       NAVD 88
 CX1199
 CX1199  VERT ORDER  -  FIRST     CLASS II
 CX1199
 CX1199.The horizontal coordinates were scaled from a topographic map and have
 CX1199.an estimated accuracy of +/- 6 seconds.
 CX1199
 CX1199.The orthometric height was determined by differential leveling
 CX1199.and adjusted by the National Geodetic Survey in June 1991..
 CX1199
 CX1199.The geoid height was determined by GEOID03.
 CX1199
 CX1199.The dynamic height is computed by dividing the NAVD 88
 CX1199.geopotential number by the normal gravity value computed on the
 CX1199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX1199.degrees latitude (g = 980.6199 gals.).
 CX1199
 CX1199.The modeled gravity was interpolated from observed gravity values.
 CX1199
 CX1199;                    North         East    Units  Estimated Accuracy
 CX1199;SPC NM W     -   138,010.      816,890.      MT  (+/- 180 meters Scaled)
 CX1199
 CX1199                          SUPERSEDED SURVEY CONTROL
 CX1199
 CX1199.No superseded survey control is available for this station.
 CX1199
 CX1199_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBR199714(NAD 83)
 CX1199_MARKER: DB = BENCH MARK DISK
 CX1199_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CX1199_SP_SET: STAINLESS STEEL ROD
 CX1199_STAMPING: C 398 1980
 CX1199_PROJECTION: FLUSH
 CX1199_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CX1199_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CX1199+SATELLITE: SATELLITE OBSERVATIONS - December 23, 2004
 CX1199_ROD/PIPE-DEPTH: 6.7  meters
 CX1199
 CX1199  HISTORY     - Date     Condition        Report By
 CX1199  HISTORY     - 1980     MONUMENTED       NGS
 CX1199  HISTORY     - 20041223 GOOD             NGS
 CX1199
 CX1199                          STATION DESCRIPTION
 CX1199
 CX1199'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CX1199'20.6 KM WEST FROM DEMING.
 CX1199'20.6 KILOMETERS (12.8 MILES) WEST ALONG THE SOUTHERN PACIFIC RAILROAD
 CX1199'FROM ITS STATION IN DEMING, 0.7 KILOMETER (0.4 MILE) WEST OF
 CX1199'INTERSTATE HIGHWAY 10 MILE POST 70, AT THE EIGHTH TELEGRAPH POLE EAST
 CX1199'(0.4 KILOMETER - 0.25 MILE) OF RAILROAD MILE POST 1195 AND IN LINE
 CX1199'WITH THE POLES, 17.3 METERS (57 FEET) SOUTH OF THE SOUTH RAIL, 20
 CX1199'METERS (66 FEET) NORTH OF THE CENTERLINE OF THE FRONTAGE ROAD, 19.3
 CX1199'METERS (63 FEET) NORTHWEST OF THE THIRD POWER POLE EAST OF THE
 CX1199'RAILROAD MILE POST AND 1.9 METERS (6.3 FEET) WEST OF THE TELEGRAPH
 CX1199'POLE.
 CX1199'THE MARK IS 0.7 METERS  E FROM A WITNESS POST.
 CX1199'THE MARK IS 1.5 M BELOW THE TRACKS.
 CX1199
 CX1199                          STATION RECOVERY (2004)
 CX1199
 CX1199'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004
 CX1199'SOUTHERN PACIFIC RR IS NOW UNION PACIFIC RR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0074 ***********************************************************************
 EP0074  DESIGNATION -  C 4
 EP0074  PID         -  EP0074
 EP0074  STATE/COUNTY-  NM/DE BACA
 EP0074  USGS QUAD   -  RICARDO (1982)
 EP0074
 EP0074                         *CURRENT SURVEY CONTROL
 EP0074  ___________________________________________________________________
 EP0074* NAD 83(1986)-  34 24 56.     (N)    104 29 39.     (W)     SCALED    
 EP0074* NAVD 88     -      1396.477  (meters)    4581.61   (feet)  ADJUSTED  
 EP0074  ___________________________________________________________________
 EP0074  GEOID HEIGHT-         -23.34  (meters)                     GEOID03
 EP0074  DYNAMIC HT  -        1394.579 (meters)    4575.38  (feet)  COMP
 EP0074  MODELED GRAV-     979,227.5   (mgal)                       NAVD 88
 EP0074
 EP0074  VERT ORDER  -  FIRST     CLASS II
 EP0074
 EP0074.The horizontal coordinates were scaled from a topographic map and have
 EP0074.an estimated accuracy of +/- 6 seconds.
 EP0074
 EP0074.The orthometric height was determined by differential leveling
 EP0074.and adjusted by the National Geodetic Survey in June 1991..
 EP0074
 EP0074.The geoid height was determined by GEOID03.
 EP0074
 EP0074.The dynamic height is computed by dividing the NAVD 88
 EP0074.geopotential number by the normal gravity value computed on the
 EP0074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EP0074.degrees latitude (g = 980.6199 gals.).
 EP0074
 EP0074.The modeled gravity was interpolated from observed gravity values.
 EP0074
 EP0074;                    North         East    Units  Estimated Accuracy
 EP0074;SPC NM E     -   378,760.      150,220.      MT  (+/- 180 meters Scaled)
 EP0074
 EP0074                          SUPERSEDED SURVEY CONTROL
 EP0074
 EP0074  NGVD 29 (??/??/92) 1395.817  (m)         4579.44   (f) ADJ UNCH    1 2
 EP0074
 EP0074.Superseded values are not recommended for survey control.
 EP0074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EP0074.See file dsdata.txt to determine how the superseded data were derived.
 EP0074
 EP0074_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEU464083(NAD 83)
 EP0074_MARKER: DB = BENCH MARK DISK
 EP0074_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EP0074_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EP0074_STAMPING: C 4 1911 4579.476
 EP0074_MARK LOGO: CGS   
 EP0074_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EP0074
 EP0074  HISTORY     - Date     Condition        Report By
 EP0074  HISTORY     - 1911     MONUMENTED       CGS
 EP0074  HISTORY     - 1958     GOOD             NGS
 EP0074  HISTORY     - 1983     GOOD             NGS
 EP0074
 EP0074                          STATION DESCRIPTION
 EP0074
 EP0074'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 EP0074'6.9 MI E FROM YESO.
 EP0074'ABOUT 6.9 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 EP0074'FROM THE STATION AT YESO, 118 FEET SOUTHWEST OF MILE POST 737, ABOUT
 EP0074'0.4 MILE WEST OF THE EVANOLA SIDING SIGN, 100 FEET SOUTH OF THE NEAR
 EP0074'RAIL, 83 FEET SOUTH OF A SPUR TRACK, 3 FEET SOUTH OF THE RIGHT OF WAY
 EP0074'FENCE, 1 1/2 FEET EAST OF A METAL WITNESS POST, AND ON THE TOP OF A
 EP0074'3-INCH IRON PIPE PROJECTING 8 INCHES.
 EP0074
 EP0074                          STATION RECOVERY (1983)
 EP0074
 EP0074'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 EP0074'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0005 ***********************************************************************
 DT0005  DESIGNATION -  C 40
 DT0005  PID         -  DT0005
 DT0005  STATE/COUNTY-  NM/CATRON
 DT0005  USGS QUAD   -  TULAROSA CANYON (1981)
 DT0005
 DT0005                         *CURRENT SURVEY CONTROL
 DT0005  ___________________________________________________________________
 DT0005* NAD 83(1986)-  33 55 29.     (N)    108 23 10.     (W)     SCALED    
 DT0005* NAVD 88     -      2188.236  (meters)    7179.24   (feet)  POSTED    
 DT0005  ___________________________________________________________________
 DT0005  GEOID HEIGHT-         -21.84  (meters)                     GEOID03
 DT0005  DYNAMIC HT  -        2184.780 (meters)    7167.90  (feet)  COMP
 DT0005  MODELED GRAV-     978,980.0   (mgal)                       NAVD 88
 DT0005
 DT0005  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 DT0005
 DT0005.The horizontal coordinates were scaled from a topographic map and have
 DT0005.an estimated accuracy of +/- 6 seconds.
 DT0005
 DT0005.The orthometric height was determined by differential leveling
 DT0005.and adjusted by the National Geodetic Survey in 1992..
 DT0005.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 DT0005.rate of 1.1 thru 2.0 mm/km.
 DT0005
 DT0005.The geoid height was determined by GEOID03.
 DT0005
 DT0005.The dynamic height is computed by dividing the NAVD 88
 DT0005.geopotential number by the normal gravity value computed on the
 DT0005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0005.degrees latitude (g = 980.6199 gals.).
 DT0005
 DT0005.The modeled gravity was interpolated from observed gravity values.
 DT0005
 DT0005;                    North         East    Units  Estimated Accuracy
 DT0005;SPC NM W     -   324,450.      778,890.      MT  (+/- 180 meters Scaled)
 DT0005
 DT0005                          SUPERSEDED SURVEY CONTROL
 DT0005
 DT0005  NGVD 29 (??/??/92) 2187.262  (m)         7176.04   (f) ADJ UNCH    1 2
 DT0005
 DT0005.Superseded values are not recommended for survey control.
 DT0005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0005.See file dsdata.txt to determine how the superseded data were derived.
 DT0005
 DT0005_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYC416568(NAD 83)
 DT0005_MARKER: DB = BENCH MARK DISK
 DT0005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DT0005_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DT0005_STAMPING: C 40 1934
 DT0005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DT0005+STABILITY: SURFACE MOTION
 DT0005
 DT0005  HISTORY     - Date     Condition        Report By
 DT0005  HISTORY     - 1934     MONUMENTED       CGS
 DT0005  HISTORY     - 1975     GOOD             USGS
 DT0005  HISTORY     - 1980     MARK NOT FOUND   NGS
 DT0005
 DT0005                          STATION DESCRIPTION
 DT0005
 DT0005'DESCRIBED BY US GEOLOGICAL SURVEY 1975
 DT0005'9.45 MI W FROM HORSE SPRINGS.
 DT0005'ABOUT 9.45 MI WEST OF HORSE SPRINGS ALONG HWY NO. 12, 0.15 MI WEST OF
 DT0005'CATTLEGUARD AT FOREST BOUNDARY, IN SE 1/4 SEC 27, T 4 S, R 15 W, 60 FT
 DT0005'SOUTHWEST OF HWY, ON SOUTH EDGE OF A 10 FT PINE TREE.  A STANDARD
 DT0005'DISK, STAMPED C 40 1934, SET IN A CONCRETE POST.
 DT0005
 DT0005                          STATION RECOVERY (1980)
 DT0005
 DT0005'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DT0005'A THOROUGH SEARCH OF THE AREA REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0660 ***********************************************************************
 CY0660  DESIGNATION -  C 400
 CY0660  PID         -  CY0660
 CY0660  STATE/COUNTY-  NM/HIDALGO
 CY0660  USGS QUAD   -  GARY (1980)
 CY0660
 CY0660                         *CURRENT SURVEY CONTROL
 CY0660  ___________________________________________________________________
 CY0660* NAD 83(1986)-  32 19 21.     (N)    108 48 49.     (W)     SCALED    
 CY0660* NAVD 88     -      1307.224  (meters)    4288.78   (feet)  ADJUSTED  
 CY0660  ___________________________________________________________________
 CY0660  GEOID HEIGHT-         -25.76  (meters)                     GEOID03
 CY0660  DYNAMIC HT  -        1305.279 (meters)    4282.40  (feet)  COMP
 CY0660  MODELED GRAV-     979,105.2   (mgal)                       NAVD 88
 CY0660
 CY0660  VERT ORDER  -  FIRST     CLASS II
 CY0660
 CY0660.The horizontal coordinates were scaled from a topographic map and have
 CY0660.an estimated accuracy of +/- 6 seconds.
 CY0660
 CY0660.The orthometric height was determined by differential leveling
 CY0660.and adjusted by the National Geodetic Survey in June 1991..
 CY0660
 CY0660.The geoid height was determined by GEOID03.
 CY0660
 CY0660.The dynamic height is computed by dividing the NAVD 88
 CY0660.geopotential number by the normal gravity value computed on the
 CY0660.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0660.degrees latitude (g = 980.6199 gals.).
 CY0660
 CY0660.The modeled gravity was interpolated from observed gravity values.
 CY0660
 CY0660;                    North         East    Units  Estimated Accuracy
 CY0660;SPC NM W     -   147,050.      737,700.      MT  (+/- 180 meters Scaled)
 CY0660
 CY0660                          SUPERSEDED SURVEY CONTROL
 CY0660
 CY0660.No superseded survey control is available for this station.
 CY0660
 CY0660_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYA058782(NAD 83)
 CY0660_MARKER: DB = BENCH MARK DISK
 CY0660_SETTING: 66 = SET IN ROCK OUTCROP
 CY0660_SP_SET: ROCK OUTCROP
 CY0660_STAMPING: C 400 1979
 CY0660_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CY0660+STABILITY: POSITION/ELEVATION WELL
 CY0660
 CY0660  HISTORY     - Date     Condition        Report By
 CY0660  HISTORY     - 1979     MONUMENTED       NGS
 CY0660
 CY0660                          STATION DESCRIPTION
 CY0660
 CY0660'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CY0660'12.1 KM SW FROM LORDSBURG.
 CY0660'11.7 KILOMETERS (7.3 MILES) SOUTHWEST ALONG THE SOUTHERN PACIFIC
 CY0660'RAILROAD FROM THE STATION IN LORDSBURG, THENCE 0.4 KILOMETER (0.25
 CY0660'MILE) SOUTH ALONG GARY ROAD, THENCE 0.3 KILOMETER (0.2 MILE)
 CY0660'NORTHEAST ALONG A DIRT ROAD LEADING TO AN ABANDONED MINE, .55
 CY0660'KILOMETER (0.3 MILE) NORTHEAST OF THE NORTH END OF THE GARY OVERPASS,
 CY0660'0.5 KILOMETER (0.3 MILE) SOUTHEAST OF WOODEN RAILROAD BRIDGE 1141.11,
 CY0660'0.2 KILOMETER (0.1 MILE) SOUTHWEST OF A METAL WATER TANK THAT IS
 CY0660'HIGHER THAN THE MARK, SET IN TOP OF THE WEST EDGE OF A SADDLE OF THE
 CY0660'CENTER OF THREE KNOLLS OF PROJECTING OUTCROP, ABOUT 106.7 METERS
 CY0660'(350 FEET) SOUTHEAST OF THE CENTERLINE OF THE DIRT ROAD.  THE
 CY0660'WITNESS POST IS ONE FOOT HIGHER THAN THE MARK.
 CY0660'THE MARK IS 0.9 METERS  NW FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0566 ***********************************************************************
 EQ0566  DESIGNATION -  C 402
 EQ0566  PID         -  EQ0566
 EQ0566  STATE/COUNTY-  NM/SOCORRO
 EQ0566  USGS QUAD   -  SOCORRO (1979)
 EQ0566
 EQ0566                         *CURRENT SURVEY CONTROL
 EQ0566  ___________________________________________________________________
 EQ0566* NAD 83(1986)-  34 05 52.     (N)    106 53 57.     (W)     SCALED    
 EQ0566* NAVD 88     -      1417.432  (meters)    4650.36   (feet)  ADJUSTED  
 EQ0566  ___________________________________________________________________
 EQ0566  GEOID HEIGHT-         -22.11  (meters)                     GEOID03
 EQ0566  DYNAMIC HT  -        1415.425 (meters)    4643.77  (feet)  COMP
 EQ0566  MODELED GRAV-     979,171.6   (mgal)                       NAVD 88
 EQ0566
 EQ0566  VERT ORDER  -  FIRST     CLASS II
 EQ0566
 EQ0566.The horizontal coordinates were scaled from a topographic map and have
 EQ0566.an estimated accuracy of +/- 6 seconds.
 EQ0566
 EQ0566.The orthometric height was determined by differential leveling
 EQ0566.and adjusted by the National Geodetic Survey in June 1991..
 EQ0566
 EQ0566.The geoid height was determined by GEOID03.
 EQ0566
 EQ0566.The dynamic height is computed by dividing the NAVD 88
 EQ0566.geopotential number by the normal gravity value computed on the
 EQ0566.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0566.degrees latitude (g = 980.6199 gals.).
 EQ0566
 EQ0566.The modeled gravity was interpolated from observed gravity values.
 EQ0566
 EQ0566;                    North         East    Units  Estimated Accuracy
 EQ0566;SPC NM C     -   343,690.      440,100.      MT  (+/- 180 meters Scaled)
 EQ0566
 EQ0566                          SUPERSEDED SURVEY CONTROL
 EQ0566
 EQ0566.No superseded survey control is available for this station.
 EQ0566
 EQ0566_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT248746(NAD 83)
 EQ0566_MARKER: DB = BENCH MARK DISK
 EQ0566_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 EQ0566_SP_SET: ABUTMENT
 EQ0566_STAMPING: C 402 1980
 EQ0566_MARK LOGO: NGS   
 EQ0566_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EQ0566
 EQ0566  HISTORY     - Date     Condition        Report By
 EQ0566  HISTORY     - 1980     MONUMENTED       NGS
 EQ0566  HISTORY     - 20050524 MARK NOT FOUND   GEOCAC
 EQ0566
 EQ0566                          STATION DESCRIPTION
 EQ0566
 EQ0566'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 EQ0566'4.9 KM (3.05 MI) SOUTH FROM SOCORRO.
 EQ0566'0.2 KM (0.1 MI) EAST ALONG MANZANARES AVENUE FROM THE POST OFFICE
 EQ0566'IN SOCORRO, THENCE 2.8 KM (1.75 MI) NORTHERLY ALONG BUSINESS ROUTE
 EQ0566'25, THENCE 1.9 KM (1.2 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 25,
 EQ0566'IN TOP OF THE WEST END OF THE SOUTH BRIDGE ABUTMENT OF THE NORTH BOUND
 EQ0566'LANES OF THE HIGHWAY, 4.5 METERS (14.7 FT) SOUTHWEST OF THE CENTERLINE
 EQ0566'OF THE NORTH BOUND LANES AND 1.0 METER (3.3 FT) NORTH-NORTHWEST OF
 EQ0566'THE SOUTHEAST END OF THE BRIDGE.
 EQ0566'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
 EQ0566
 EQ0566                          STATION RECOVERY (2005)
 EQ0566
 EQ0566'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 EQ0566'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0594 ***********************************************************************
 EQ0594  DESIGNATION -  C 403
 EQ0594  PID         -  EQ0594
 EQ0594  STATE/COUNTY-  NM/SOCORRO
 EQ0594  USGS QUAD   -  ABEYTAS (1979)
 EQ0594
 EQ0594                         *CURRENT SURVEY CONTROL
 EQ0594  ___________________________________________________________________
 EQ0594* NAD 83(1986)-  34 25 05.     (N)    106 47 06.     (W)     SCALED    
 EQ0594* NAVD 88     -      1464.408  (meters)    4804.48   (feet)  ADJUSTED  
 EQ0594  ___________________________________________________________________
 EQ0594  GEOID HEIGHT-         -21.75  (meters)                     GEOID03
 EQ0594  DYNAMIC HT  -        1462.370 (meters)    4797.79  (feet)  COMP
 EQ0594  MODELED GRAV-     979,193.3   (mgal)                       NAVD 88
 EQ0594
 EQ0594  VERT ORDER  -  FIRST     CLASS II
 EQ0594
 EQ0594.The horizontal coordinates were scaled from a topographic map and have
 EQ0594.an estimated accuracy of +/- 6 seconds.
 EQ0594
 EQ0594.The orthometric height was determined by differential leveling
 EQ0594.and adjusted by the National Geodetic Survey in June 1991..
 EQ0594
 EQ0594.The geoid height was determined by GEOID03.
 EQ0594
 EQ0594.The dynamic height is computed by dividing the NAVD 88
 EQ0594.geopotential number by the normal gravity value computed on the
 EQ0594.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0594.degrees latitude (g = 980.6199 gals.).
 EQ0594
 EQ0594.The modeled gravity was interpolated from observed gravity values.
 EQ0594
 EQ0594;                    North         East    Units  Estimated Accuracy
 EQ0594;SPC NM C     -   379,150.      450,820.      MT  (+/- 180 meters Scaled)
 EQ0594
 EQ0594                          SUPERSEDED SURVEY CONTROL
 EQ0594
 EQ0594.No superseded survey control is available for this station.
 EQ0594
 EQ0594_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU359099(NAD 83)
 EQ0594_MARKER: I = METAL ROD
 EQ0594_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EQ0594_SP_SET: STAINLESS STEEL ROD
 EQ0594_STAMPING: C 403 1980
 EQ0594_MARK LOGO: NGS   
 EQ0594_PROJECTION: FLUSH
 EQ0594_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EQ0594_ROD/PIPE-DEPTH: 8.5  meters
 EQ0594
 EQ0594  HISTORY     - Date     Condition        Report By
 EQ0594  HISTORY     - 1980     MONUMENTED       NGS
 EQ0594  HISTORY     - 20050312 GOOD             GEOCAC
 EQ0594
 EQ0594                          STATION DESCRIPTION
 EQ0594
 EQ0594'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 EQ0594'4.9 KM (3.05 MI) EAST FROM BERNARDO.
 EQ0594'4.9 KM (3.05 MI) EAST ALONG U.S. HIGHWAY 60 FROM ITS JUNCTION WITH
 EQ0594'INTERSTATE HIGHWAY 25 IN BERNARDO, 0.4 KM (0.25 MI) WEST OF THE
 EQ0594'JUNCTION OF STATE HIGHWAY 47, 15.1 METERS
 EQ0594'(49.7 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY AND 3.7 METERS
 EQ0594'(12.2 FT) WEST OF A FENCE CORNER AT A JOG IN THE FENCELINE.  NOTE=
 EQ0594'ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 EQ0594'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST AND FENCE
 EQ0594'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 EQ0594
 EQ0594                          STATION RECOVERY (2005)
 EQ0594
 EQ0594'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 EQ0594'NEW COORDINATES FOLLOW.
 EQ0594'34 25.091N
 EQ0594'106 47.142W
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0621 ***********************************************************************
 EQ0621  DESIGNATION -  C 404
 EQ0621  PID         -  EQ0621
 EQ0621  STATE/COUNTY-  NM/SOCORRO
 EQ0621  USGS QUAD   -  SCHOLLE (1995)
 EQ0621
 EQ0621                         *CURRENT SURVEY CONTROL
 EQ0621  ___________________________________________________________________
 EQ0621* NAD 83(1986)-  34 26 03.     (N)    106 26 12.     (W)     SCALED    
 EQ0621* NAVD 88     -      1759.541  (meters)    5772.76   (feet)  ADJUSTED  
 EQ0621  ___________________________________________________________________
 EQ0621  GEOID HEIGHT-         -20.46  (meters)                     GEOID03
 EQ0621  DYNAMIC HT  -        1757.045 (meters)    5764.57  (feet)  COMP
 EQ0621  MODELED GRAV-     979,154.3   (mgal)                       NAVD 88
 EQ0621
 EQ0621  VERT ORDER  -  FIRST     CLASS II
 EQ0621
 EQ0621.The horizontal coordinates were scaled from a topographic map and have
 EQ0621.an estimated accuracy of +/- 6 seconds.
 EQ0621
 EQ0621.The orthometric height was determined by differential leveling
 EQ0621.and adjusted by the National Geodetic Survey in June 1991..
 EQ0621
 EQ0621.The geoid height was determined by GEOID03.
 EQ0621
 EQ0621.The dynamic height is computed by dividing the NAVD 88
 EQ0621.geopotential number by the normal gravity value computed on the
 EQ0621.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0621.degrees latitude (g = 980.6199 gals.).
 EQ0621
 EQ0621.The modeled gravity was interpolated from observed gravity values.
 EQ0621
 EQ0621;                    North         East    Units  Estimated Accuracy
 EQ0621;SPC NM C     -   380,830.      482,850.      MT  (+/- 180 meters Scaled)
 EQ0621
 EQ0621                          SUPERSEDED SURVEY CONTROL
 EQ0621
 EQ0621.No superseded survey control is available for this station.
 EQ0621
 EQ0621_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU680112(NAD 83)
 EQ0621_MARKER: DB = BENCH MARK DISK
 EQ0621_SETTING: 66 = SET IN ROCK OUTCROP
 EQ0621_SP_SET: ROCK OUTCROP
 EQ0621_STAMPING: C 404 1980
 EQ0621_MARK LOGO: NGS   
 EQ0621_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EQ0621+STABILITY: POSITION/ELEVATION WELL
 EQ0621
 EQ0621  HISTORY     - Date     Condition        Report By
 EQ0621  HISTORY     - 1980     MONUMENTED       NGS
 EQ0621
 EQ0621                          STATION DESCRIPTION
 EQ0621
 EQ0621'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 EQ0621'22.4 KM (13.9 MI) WEST FROM MOUNTAINAIR.
 EQ0621'22.4 KM (13.9 MI) WESTERLY ALONG U.S. HIGHWAY 60 FROM THE POST
 EQ0621'OFFICE IN MOUNTAINAIR, IN TOP OF A 3 BY 10 FT EXPOSED AREA OF
 EQ0621'OUTCROPPING BEDROCK, 0.5 KM (0.3 MI) WEST OF A SIDE ROAD LEADING
 EQ0621'NORTH, 13.0 METERS (42.7 FT) NORTH-NORTHEAST OF THE CENTERLINE OF
 EQ0621'THE HIGHWAY AND 25.9 METERS (85.0 FT) SOUTH-SOUTHWEST OF A FENCE.
 EQ0621'THE MARK IS 0.2 METERS  ESE FROM A WITNESS POST.
 EQ0621'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0417 ***********************************************************************
 EP0417  DESIGNATION -  C 405
 EP0417  PID         -  EP0417
 EP0417  STATE/COUNTY-  NM/TORRANCE
 EP0417  USGS QUAD   -  TEJON (1978)
 EP0417
 EP0417                         *CURRENT SURVEY CONTROL
 EP0417  ___________________________________________________________________
 EP0417* NAD 83(1986)-  34 35 46.     (N)    105 19 40.     (W)     SCALED    
 EP0417* NAVD 88     -      1886.763  (meters)    6190.15   (feet)  ADJUSTED  
 EP0417  ___________________________________________________________________
 EP0417  GEOID HEIGHT-         -20.37  (meters)                     GEOID03
 EP0417  DYNAMIC HT  -        1884.097 (meters)    6181.41  (feet)  COMP
 EP0417  MODELED GRAV-     979,154.3   (mgal)                       NAVD 88
 EP0417
 EP0417  VERT ORDER  -  FIRST     CLASS II
 EP0417
 EP0417.The horizontal coordinates were scaled from a topographic map and have
 EP0417.an estimated accuracy of +/- 6 seconds.
 EP0417
 EP0417.The orthometric height was determined by differential leveling
 EP0417.and adjusted by the National Geodetic Survey in June 1991..
 EP0417
 EP0417.The geoid height was determined by GEOID03.
 EP0417
 EP0417.The dynamic height is computed by dividing the NAVD 88
 EP0417.geopotential number by the normal gravity value computed on the
 EP0417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EP0417.degrees latitude (g = 980.6199 gals.).
 EP0417
 EP0417.The modeled gravity was interpolated from observed gravity values.
 EP0417
 EP0417;                    North         East    Units  Estimated Accuracy
 EP0417;SPC NM C     -   399,160.      584,590.      MT  (+/- 180 meters Scaled)
 EP0417
 EP0417                          SUPERSEDED SURVEY CONTROL
 EP0417
 EP0417.No superseded survey control is available for this station.
 EP0417
 EP0417_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDU699283(NAD 83)
 EP0417_MARKER: I = METAL ROD
 EP0417_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EP0417_SP_SET: STAINLESS STEEL ROD
 EP0417_STAMPING: C 405 1980
 EP0417_MARK LOGO: NGS   
 EP0417_PROJECTION: FLUSH
 EP0417_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EP0417_ROD/PIPE-DEPTH: 7.3  meters
 EP0417
 EP0417  HISTORY     - Date     Condition        Report By
 EP0417  HISTORY     - 1980     MONUMENTED       NGS
 EP0417
 EP0417                          STATION DESCRIPTION
 EP0417
 EP0417'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 EP0417'11.2 KM (6.95 MI) WEST FROM VAUGHN.
 EP0417'11.2 KM (6.95 MI) WEST ALONG U.S. HIGHWAY 60 FROM THE POST
 EP0417'OFFICE IN VAUGHN, AT A FIELD ENTRANCE ROAD LEADING SOUTHWEST, 22.4
 EP0417'METERS (73.4 FT) SOUTH-SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 EP0417'28.7 METERS (94.3 FT) EAST OF A UTILITY POLE, 2.4 METERS (8.0 FT)
 EP0417'EAST-SOUTHEAST OF THE CENTER OF THE ROAD AND METAL GATE AND 0.3
 EP0417'METER (1.0 FT) NORTH-NORTHEAST OF A FENCE.  NOTE=ACCESS TO THE DATUM
 EP0417'POINT IS THROUGH A 5-INCH LOGO CAP.
 EP0417'THE MARK IS 0.4 METERS  WNW FROM A WITNESS POST.
 EP0417'THE MARK IS 1.9 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0453 ***********************************************************************
 EP0453  DESIGNATION -  C 406
 EP0453  PID         -  EP0453
 EP0453  STATE/COUNTY-  NM/LINCOLN
 EP0453  USGS QUAD   -  ROUGH MOUNTAIN (1995)
 EP0453
 EP0453                         *CURRENT SURVEY CONTROL
 EP0453  ___________________________________________________________________
 EP0453* NAD 83(1986)-  34 13 45.     (N)    105 38 00.     (W)     SCALED    
 EP0453* NAVD 88     -      2068.880  (meters)    6787.65   (feet)  ADJUSTED  
 EP0453  ___________________________________________________________________
 EP0453  GEOID HEIGHT-         -19.94  (meters)                     GEOID03
 EP0453  DYNAMIC HT  -        2065.843 (meters)    6777.69  (feet)  COMP
 EP0453  MODELED GRAV-     979,092.7   (mgal)                       NAVD 88
 EP0453
 EP0453  VERT ORDER  -  FIRST     CLASS II
 EP0453
 EP0453.The horizontal coordinates were scaled from a topographic map and have
 EP0453.an estimated accuracy of +/- 6 seconds.
 EP0453
 EP0453.The orthometric height was determined by differential leveling
 EP0453.and adjusted by the National Geodetic Survey in June 1991..
 EP0453
 EP0453.The geoid height was determined by GEOID03.
 EP0453
 EP0453.The dynamic height is computed by dividing the NAVD 88
 EP0453.geopotential number by the normal gravity value computed on the
 EP0453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EP0453.degrees latitude (g = 980.6199 gals.).
 EP0453
 EP0453.The modeled gravity was interpolated from observed gravity values.
 EP0453
 EP0453;                    North         East    Units  Estimated Accuracy
 EP0453;SPC NM C     -   358,240.      556,810.      MT  (+/- 180 meters Scaled)
 EP0453
 EP0453                          SUPERSEDED SURVEY CONTROL
 EP0453
 EP0453.No superseded survey control is available for this station.
 EP0453
 EP0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDT416877(NAD 83)
 EP0453_MARKER: DB = BENCH MARK DISK
 EP0453_SETTING: 66 = SET IN ROCK OUTCROP
 EP0453_SP_SET: ROCK OUTCROP
 EP0453_STAMPING: C 406 1980
 EP0453_MARK LOGO: NGS   
 EP0453_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EP0453+STABILITY: POSITION/ELEVATION WELL
 EP0453
 EP0453  HISTORY     - Date     Condition        Report By
 EP0453  HISTORY     - 1980     MONUMENTED       NGS
 EP0453
 EP0453                          STATION DESCRIPTION
 EP0453
 EP0453'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 EP0453'4.9 KM (3.05 MI) SOUTH FROM CORONA.
 EP0453'4.9 KM (3.05 MI) SOUTHERLY ALONG U.S. HIGHWAY 54 FROM THE POST
 EP0453'OFFICE IN CORONA, IN A 3 BY 6 FT EXPOSED AREA OF ROCK OUTCROP,
 EP0453'68.9 METERS (226.0 FT) NORTHEAST OF MILEPOST 168, 21.9 METERS
 EP0453'(72.0 FT) NORTH-NORTHWEST OF A FENCE AND 7.9 METERS (26.0 FT)
 EP0453'SOUTH-SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY.
 EP0453'THE MARK IS 0.3 METERS  WSW FROM A WITNESS POST.
 EP0453'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0725 ***********************************************************************
 DR0725  DESIGNATION -  C 407
 DR0725  PID         -  DR0725
 DR0725  STATE/COUNTY-  NM/LINCOLN
 DR0725  USGS QUAD   -  LITTLE BLACK PEAK NE (1981)
 DR0725
 DR0725                         *CURRENT SURVEY CONTROL
 DR0725  ___________________________________________________________________
 DR0725* NAD 83(1986)-  33 58 21.     (N)    105 45 50.     (W)     SCALED    
 DR0725* NAVD 88     -      1867.547  (meters)    6127.11   (feet)  ADJUSTED  
 DR0725  ___________________________________________________________________
 DR0725  GEOID HEIGHT-         -20.31  (meters)                     GEOID03
 DR0725  DYNAMIC HT  -        1864.791 (meters)    6118.07  (feet)  COMP
 DR0725  MODELED GRAV-     979,093.8   (mgal)                       NAVD 88
 DR0725
 DR0725  VERT ORDER  -  FIRST     CLASS II
 DR0725
 DR0725.The horizontal coordinates were scaled from a topographic map and have
 DR0725.an estimated accuracy of +/- 6 seconds.
 DR0725
 DR0725.The orthometric height was determined by differential leveling
 DR0725.and adjusted by the National Geodetic Survey in June 1991..
 DR0725
 DR0725.The geoid height was determined by GEOID03.
 DR0725
 DR0725.The dynamic height is computed by dividing the NAVD 88
 DR0725.geopotential number by the normal gravity value computed on the
 DR0725.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0725.degrees latitude (g = 980.6199 gals.).
 DR0725
 DR0725.The modeled gravity was interpolated from observed gravity values.
 DR0725
 DR0725;                    North         East    Units  Estimated Accuracy
 DR0725;SPC NM C     -   329,710.      544,920.      MT  (+/- 180 meters Scaled)
 DR0725
 DR0725                          SUPERSEDED SURVEY CONTROL
 DR0725
 DR0725.No superseded survey control is available for this station.
 DR0725
 DR0725_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDT294593(NAD 83)
 DR0725_MARKER: I = METAL ROD
 DR0725_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DR0725+WITH SETTING: INFORMATION.
 DR0725_SP_SET: SHALLOW SET METAL ROD
 DR0725_STAMPING: C 407 1980
 DR0725_MARK LOGO: NGS   
 DR0725_PROJECTION: FLUSH
 DR0725_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR0725_ROD/PIPE-DEPTH: 1.8  meters
 DR0725
 DR0725  HISTORY     - Date     Condition        Report By
 DR0725  HISTORY     - 1980     MONUMENTED       NGS
 DR0725
 DR0725                          STATION DESCRIPTION
 DR0725
 DR0725'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 DR0725'37.3 KM (23.15 MI) SOUT FROM CORONA.
 DR0725'37.3 KM (23.15 MI) SOUTHERLY ALONG U.S. HIGHWAY 54 FROM THE POST
 DR0725'OFFICE IN CORONA, OR 39.7 KM (24.65 MI) NORTHERLY ALONG U.S. HIGHWAY
 DR0725'54 FROM THE JUNCTION OF U.S. HIGHWAYS 54 AND 380 IN CARRIZOZO,
 DR0725'0.5 KM (0.3 MI) NORTHEAST OF MILEPOST 148, 90.2 METERS (296.0 FT)
 DR0725'NORTHEAST OF A CONCRETE DRAINAGE PIPE AND 37.3 METERS (122.3 FT)
 DR0725'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY.  NOTE=ACCESS TO THE
 DR0725'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 DR0725'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST AND FENCE
 DR0725'THE MARK IS 0.4 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0444 ***********************************************************************
 EP0444  DESIGNATION -  C 408
 EP0444  PID         -  EP0444
 EP0444  STATE/COUNTY-  NM/TORRANCE
 EP0444  USGS QUAD   -  CORONA NORTH (1995)
 EP0444
 EP0444                         *CURRENT SURVEY CONTROL
 EP0444  ___________________________________________________________________
 EP0444* NAD 83(1986)-  34 18 26.     (N)    105 32 33.     (W)     SCALED    
 EP0444* NAVD 88     -      1966.964  (meters)    6453.28   (feet)  ADJUSTED  
 EP0444  ___________________________________________________________________
 EP0444  GEOID HEIGHT-         -20.11  (meters)                     GEOID03
 EP0444  DYNAMIC HT  -        1964.100 (meters)    6443.88  (feet)  COMP
 EP0444  MODELED GRAV-     979,108.7   (mgal)                       NAVD 88
 EP0444
 EP0444  VERT ORDER  -  FIRST     CLASS II
 EP0444
 EP0444.The horizontal coordinates were scaled from a topographic map and have
 EP0444.an estimated accuracy of +/- 6 seconds.
 EP0444
 EP0444.The orthometric height was determined by differential leveling
 EP0444.and adjusted by the National Geodetic Survey in June 1991..
 EP0444
 EP0444.The geoid height was determined by GEOID03.
 EP0444
 EP0444.The dynamic height is computed by dividing the NAVD 88
 EP0444.geopotential number by the normal gravity value computed on the
 EP0444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EP0444.degrees latitude (g = 980.6199 gals.).
 EP0444
 EP0444.The modeled gravity was interpolated from observed gravity values.
 EP0444
 EP0444;                    North         East    Units  Estimated Accuracy
 EP0444;SPC NM C     -   366,960.      565,120.      MT  (+/- 180 meters Scaled)
 EP0444
 EP0444                          SUPERSEDED SURVEY CONTROL
 EP0444
 EP0444.No superseded survey control is available for this station.
 EP0444
 EP0444_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDT500963(NAD 83)
 EP0444_MARKER: I = METAL ROD
 EP0444_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EP0444_SP_SET: STAINLESS STEEL ROD
 EP0444_STAMPING: C 408 1980
 EP0444_MARK LOGO: NGS   
 EP0444_PROJECTION: FLUSH
 EP0444_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EP0444_ROD/PIPE-DEPTH: 4.3  meters
 EP0444
 EP0444  HISTORY     - Date     Condition        Report By
 EP0444  HISTORY     - 1980     MONUMENTED       NGS
 EP0444
 EP0444                          STATION DESCRIPTION
 EP0444
 EP0444'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 EP0444'8.6 KM (5.35 MI) NORTH FROM CORONA.
 EP0444'8.6 KM (5.35 MI) NORTHERLY ALONG U.S. HIGHWAY 54 FROM THE POST
 EP0444'OFFICE IN CORONA, 0.5 KM (0.3 MI) NORTHEAST OF MILEPOST 176, AND
 EP0444'21.9 METERS (72.0 FT) EAST-SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY.
 EP0444'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 EP0444'THE MARK IS 0.3 METERS  WNW FROM  A WITNESS POST AND FENCE
 EP0444'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0423 ***********************************************************************
 EP0423  DESIGNATION -  C 409
 EP0423  PID         -  EP0423
 EP0423  STATE/COUNTY-  NM/GUADALUPE
 EP0423  USGS QUAD   -  TEJON (1978)
 EP0423
 EP0423                         *CURRENT SURVEY CONTROL
 EP0423  ___________________________________________________________________
 EP0423* NAD 83(1986)-  34 34 21.     (N)    105 16 16.     (W)     SCALED    
 EP0423* NAVD 88     -      1847.408  (meters)    6061.04   (feet)  ADJUSTED  
 EP0423  ___________________________________________________________________
 EP0423  GEOID HEIGHT-         -20.61  (meters)                     GEOID03
 EP0423  DYNAMIC HT  -        1844.792 (meters)    6052.46  (feet)  COMP
 EP0423  MODELED GRAV-     979,153.5   (mgal)                       NAVD 88
 EP0423
 EP0423  VERT ORDER  -  FIRST     CLASS II
 EP0423
 EP0423.The horizontal coordinates were scaled from a topographic map and have
 EP0423.an estimated accuracy of +/- 6 seconds.
 EP0423
 EP0423.The orthometric height was determined by differential leveling
 EP0423.and adjusted by the National Geodetic Survey in June 1991..
 EP0423
 EP0423.The geoid height was determined by GEOID03.
 EP0423
 EP0423.The dynamic height is computed by dividing the NAVD 88
 EP0423.geopotential number by the normal gravity value computed on the
 EP0423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EP0423.degrees latitude (g = 980.6199 gals.).
 EP0423
 EP0423.The modeled gravity was interpolated from observed gravity values.
 EP0423
 EP0423;                    North         East    Units  Estimated Accuracy
 EP0423;SPC NM E     -   396,560.       78,960.      MT  (+/- 180 meters Scaled)
 EP0423
 EP0423                          SUPERSEDED SURVEY CONTROL
 EP0423
 EP0423.No superseded survey control is available for this station.
 EP0423
 EP0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDU751256(NAD 83)
 EP0423_MARKER: I = METAL ROD
 EP0423_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EP0423_SP_SET: STAINLESS STEEL ROD
 EP0423_STAMPING: C 409 1981
 EP0423_MARK LOGO: NGS   
 EP0423_PROJECTION: FLUSH
 EP0423_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EP0423_ROD/PIPE-DEPTH: 4.3  meters
 EP0423
 EP0423  HISTORY     - Date     Condition        Report By
 EP0423  HISTORY     - 1981     MONUMENTED       NGS
 EP0423
 EP0423                          STATION DESCRIPTION
 EP0423
 EP0423'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 EP0423'5.9 KM (3.7 MI) SW FROM VAUGHN.
 EP0423'3.5 KM (2.2 MI) WESTERLY ALONG U.S. HIGHWAY 60 FROM THE POST OFFICE
 EP0423'IN VAUGHN, THENCE 2.4 KM (1.5 MI) SOUTHERLY ALONG U.S. HIGHWAY 54,
 EP0423'0.6 KM (0.4 MI) SOUTHWEST OF MILEPOST 201, AT A GRAVELED ROAD LEADING
 EP0423'SOUTHEAST TO A TELEPHONE SUB-STATION, 29.9 METERS (98.2 FT) SOUTHEAST
 EP0423'OF THE CENTERLINE OF THE HIGHWAY AND 10.6 METERS (34.8 FT) NORTHEAST
 EP0423'OF THE CENTER OF THE GRAVELED ROAD.  NOTE=ACCESS TO THE DATUM POINT
 EP0423'IS THROUGH A 5-INCH LOGO CAP.
 EP0423'THE MARK IS 0.3 METERS  NW FROM  WITNESS POST AND FENCE
 EP0423'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0424 ***********************************************************************
 EQ0424  DESIGNATION -  C 41
 EQ0424  PID         -  EQ0424
 EQ0424  STATE/COUNTY-  NM/CATRON
 EQ0424  USGS QUAD   -  AUGUSTINE WELL (1965)
 EQ0424
 EQ0424                         *CURRENT SURVEY CONTROL
 EQ0424  ___________________________________________________________________
 EQ0424* NAD 83(1986)-  34 06 30.     (N)    107 44 49.     (W)     SCALED    
 EQ0424* NAVD 88     -      2169.444  (meters)    7117.58   (feet)  ADJUSTED  
 EQ0424  ___________________________________________________________________
 EQ0424  GEOID HEIGHT-         -21.52  (meters)                     GEOID03
 EQ0424  DYNAMIC HT  -        2166.075 (meters)    7106.53  (feet)  COMP
 EQ0424  MODELED GRAV-     979,005.3   (mgal)                       NAVD 88
 EQ0424
 EQ0424  VERT ORDER  -  FIRST     CLASS II
 EQ0424
 EQ0424.The horizontal coordinates were scaled from a topographic map and have
 EQ0424.an estimated accuracy of +/- 6 seconds.
 EQ0424
 EQ0424.The orthometric height was determined by differential leveling
 EQ0424.and adjusted by the National Geodetic Survey in June 1991..
 EQ0424
 EQ0424.The geoid height was determined by GEOID03.
 EQ0424
 EQ0424.The dynamic height is computed by dividing the NAVD 88
 EQ0424.geopotential number by the normal gravity value computed on the
 EQ0424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0424.degrees latitude (g = 980.6199 gals.).
 EQ0424
 EQ0424.The modeled gravity was interpolated from observed gravity values.
 EQ0424
 EQ0424;                    North         East    Units  Estimated Accuracy
 EQ0424;SPC NM W     -   344,680.      837,970.      MT  (+/- 180 meters Scaled)
 EQ0424
 EQ0424                          SUPERSEDED SURVEY CONTROL
 EQ0424
 EQ0424  NGVD 29 (??/??/92) 2168.561  (m)         7114.69   (f) ADJ UNCH    1 2
 EQ0424
 EQ0424.Superseded values are not recommended for survey control.
 EQ0424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0424.See file dsdata.txt to determine how the superseded data were derived.
 EQ0424
 EQ0424_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBT466775(NAD 83)
 EQ0424_MARKER: DB = BENCH MARK DISK
 EQ0424_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EQ0424_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EQ0424_STAMPING: C 41 1934
 EQ0424_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EQ0424+STABILITY: SURFACE MOTION
 EQ0424
 EQ0424  HISTORY     - Date     Condition        Report By
 EQ0424  HISTORY     - 1934     MONUMENTED       CGS
 EQ0424
 EQ0424                          STATION DESCRIPTION
 EQ0424
 EQ0424'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EQ0424'5.7 MI E FROM DATIL.
 EQ0424'FROM POST OFFICE ON US HWY NO. 60, 72 FEET SOUTH OF THE CENTERLINE OF
 EQ0424'THE HWY, 19 FEET NORTH OF A TELEPHONE LINE.  1 FOOT NORTH OF A FENCE
 EQ0424'LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0644 ***********************************************************************
 CW0644  DESIGNATION -  C 410
 CW0644  PID         -  CW0644
 CW0644  STATE/COUNTY-  NM/OTERO
 CW0644  USGS QUAD   -  ALAMOGORDO NORTH (1981)
 CW0644
 CW0644                         *CURRENT SURVEY CONTROL
 CW0644  ___________________________________________________________________
 CW0644* NAD 83(1986)-  32 59 58.     (N)    105 59 24.     (W)     SCALED    
 CW0644* NAVD 88     -      1364.623  (meters)    4477.10   (feet)  ADJUSTED  
 CW0644  ___________________________________________________________________
 CW0644  GEOID HEIGHT-         -21.98  (meters)                     GEOID03
 CW0644  DYNAMIC HT  -        1362.615 (meters)    4470.51  (feet)  COMP
 CW0644  MODELED GRAV-     979,119.1   (mgal)                       NAVD 88
 CW0644
 CW0644  VERT ORDER  -  FIRST     CLASS II
 CW0644
 CW0644.The horizontal coordinates were scaled from a topographic map and have
 CW0644.an estimated accuracy of +/- 6 seconds.
 CW0644
 CW0644.The orthometric height was determined by differential leveling
 CW0644.and adjusted by the National Geodetic Survey in June 1991..
 CW0644
 CW0644.The geoid height was determined by GEOID03.
 CW0644
 CW0644.The dynamic height is computed by dividing the NAVD 88
 CW0644.geopotential number by the normal gravity value computed on the
 CW0644.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0644.degrees latitude (g = 980.6199 gals.).
 CW0644
 CW0644.The modeled gravity was interpolated from observed gravity values.
 CW0644
 CW0644;                    North         East    Units  Estimated Accuracy
 CW0644;SPC NM C     -   221,720.      524,300.      MT  (+/- 180 meters Scaled)
 CW0644
 CW0644                          SUPERSEDED SURVEY CONTROL
 CW0644
 CW0644.No superseded survey control is available for this station.
 CW0644
 CW0644_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDS075516(NAD 83)
 CW0644_MARKER: DB = BENCH MARK DISK
 CW0644_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CW0644_SP_SET: ABUTMENT
 CW0644_STAMPING: C 410 1980
 CW0644_MARK LOGO: NGS   
 CW0644_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CW0644
 CW0644  HISTORY     - Date     Condition        Report By
 CW0644  HISTORY     - 1980     MONUMENTED       NGS
 CW0644
 CW0644                          STATION DESCRIPTION
 CW0644
 CW0644'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CW0644'9.0 KM (5.6 MI) SOUTH FROM TULAROSA.
 CW0644'9.0 KM (5.6 MI) SOUTH ALONG U.S. HIGHWAY 54 FROM ITS JUNCTION WITH
 CW0644'U.S. HIGHWAY 70 IN TULAROSA, IN TOP OF THE NORTHEAST CORNER OF
 CW0644'THE NORTHWEST END OF THE CONCRETE ABUTMENT OF A MULTI-BOX CULVERT,
 CW0644'30.6 METERS (100.5 FT) SOUTH-SOUTHEAST OF MILE POST 74,
 CW0644'10.4 METERS (34.0 FT) NORTHEAST OF THE CENTERLINE OF THE
 CW0644'HIGHWAY AND 0.1 METER (0.4 FT) SOUTH-SOUTHEAST OF THE NORTHWEST
 CW0644'END OF THE ABUTMENT.
 CW0644'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1322 ***********************************************************************
 CX1322  DESIGNATION -  C 411
 CX1322  PID         -  CX1322
 CX1322  STATE/COUNTY-  NM/OTERO
 CX1322  USGS QUAD   -  NEWMAN (1955)
 CX1322
 CX1322                         *CURRENT SURVEY CONTROL
 CX1322  ___________________________________________________________________
 CX1322* NAD 83(1986)-  32 00 50.     (N)    106 18 56.     (W)     SCALED    
 CX1322* NAVD 88     -      1216.805  (meters)    3992.13   (feet)  ADJUSTED  
 CX1322  ___________________________________________________________________
 CX1322  GEOID HEIGHT-         -23.89  (meters)                     GEOID03
 CX1322  DYNAMIC HT  -        1214.957 (meters)    3986.07  (feet)  COMP
 CX1322  MODELED GRAV-     979,078.6   (mgal)                       NAVD 88
 CX1322
 CX1322  VERT ORDER  -  FIRST     CLASS II
 CX1322
 CX1322.The horizontal coordinates were scaled from a topographic map and have
 CX1322.an estimated accuracy of +/- 6 seconds.
 CX1322
 CX1322.The orthometric height was determined by differential leveling
 CX1322.and adjusted by the National Geodetic Survey in June 1991..
 CX1322
 CX1322.The geoid height was determined by GEOID03.
 CX1322
 CX1322.The dynamic height is computed by dividing the NAVD 88
 CX1322.geopotential number by the normal gravity value computed on the
 CX1322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX1322.degrees latitude (g = 980.6199 gals.).
 CX1322
 CX1322.The modeled gravity was interpolated from observed gravity values.
 CX1322
 CX1322;                    North         East    Units  Estimated Accuracy
 CX1322;SPC NM C     -   112,410.      493,810.      MT  (+/- 180 meters Scaled)
 CX1322
 CX1322                          SUPERSEDED SURVEY CONTROL
 CX1322
 CX1322.No superseded survey control is available for this station.
 CX1322
 CX1322_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR757427(NAD 83)
 CX1322_MARKER: I = METAL ROD
 CX1322_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CX1322_SP_SET: STAINLESS STEEL ROD
 CX1322_STAMPING: C 411 1980
 CX1322_MARK LOGO: NGS   
 CX1322_PROJECTION: FLUSH
 CX1322_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CX1322_ROD/PIPE-DEPTH: 11.0 meters
 CX1322
 CX1322  HISTORY     - Date     Condition        Report By
 CX1322  HISTORY     - 1980     MONUMENTED       NGS
 CX1322
 CX1322                          STATION DESCRIPTION
 CX1322
 CX1322'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CX1322'1.6 KM (1.0 MI) NE FROM NEWMAN.
 CX1322'1.6 KM (1.0 MI) NORTHEAST ALONG U.S. HIGHWAY 54 FROM THE NEW
 CX1322'MEXICO-TEXAS STATE LINE IN NEWMAN, 2 POLES SOUTHWEST OF RAILROAD
 CX1322'MILEPOST 1317, 37.8 (124.0 FT) SOUTHEAST OF THE CENTERLI
 CX1322'CENTERLINE OF THE HIGHWAY, 31.4 KM (103.0 FT) EAST OF MILEPOST 1,
 CX1322'27.9 METERS (91.5 FT) NORTH-NORTHWEST OF RAILROAD SIGNAL NUMBER
 CX1322'1316.7, 13.7 METERS (45.1 FT) NORTHWEST OF THE NEAR RAIL OF THE
 CX1322'SOUTHERN PACIFIC RAILROAD AND 2.4 METERS (8.0 FT) WEST-NORTHWEST
 CX1322'OF A UTILITY POLE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A
 CX1322'5-INCH LOGO CAP.
 CX1322'THE MARK IS 0.5 METERS  NE FROM A WITNESS POST.
 CX1322'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1280 ***********************************************************************
 CX1280  DESIGNATION -  C 412
 CX1280  PID         -  CX1280
 CX1280  STATE/COUNTY-  NM/OTERO
 CX1280  USGS QUAD   -  TRES HERMANOS (1982)
 CX1280
 CX1280                         *CURRENT SURVEY CONTROL
 CX1280  ___________________________________________________________________
 CX1280* NAD 83(1986)-  32 38 42.     (N)    106 00 14.     (W)     SCALED    
 CX1280* NAVD 88     -      1220.043  (meters)    4002.76   (feet)  ADJUSTED  
 CX1280  ___________________________________________________________________
 CX1280  GEOID HEIGHT-         -22.72  (meters)                     GEOID03
 CX1280  DYNAMIC HT  -        1218.250 (meters)    3996.88  (feet)  COMP
 CX1280  MODELED GRAV-     979,126.9   (mgal)                       NAVD 88
 CX1280  OBS GRAVITY -     979,126.6   (mgal)                       GRAV_OBS
 CX1280
 CX1280  VERT ORDER  -  FIRST     CLASS II
 CX1280
 CX1280.The horizontal coordinates were scaled from a topographic map and have
 CX1280.an estimated accuracy of +/- 6 seconds.
 CX1280
 CX1280.The orthometric height was determined by differential leveling
 CX1280.and adjusted by the National Geodetic Survey in June 1991..
 CX1280
 CX1280.The geoid height was determined by GEOID03.
 CX1280
 CX1280.The dynamic height is computed by dividing the NAVD 88
 CX1280.geopotential number by the normal gravity value computed on the
 CX1280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX1280.degrees latitude (g = 980.6199 gals.).
 CX1280
 CX1280.The modeled gravity was interpolated from observed gravity values.
 CX1280.The observed gravity was obtained from relative gravimeter ties
 CX1280.to the IGSN71 gravity network.
 CX1280
 CX1280;                    North         East    Units  Estimated Accuracy
 CX1280;SPC NM C     -   182,410.      523,090.      MT  (+/- 180 meters Scaled)
 CX1280
 CX1280                          SUPERSEDED SURVEY CONTROL
 CX1280
 CX1280.No superseded survey control is available for this station.
 CX1280
 CX1280_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDS058123(NAD 83)
 CX1280_MARKER: I = METAL ROD
 CX1280_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CX1280+WITH SETTING: INFORMATION.
 CX1280_SP_SET: SHALLOW SET METAL ROD
 CX1280_STAMPING: C 412 1980
 CX1280_MARK LOGO: NGS   
 CX1280_PROJECTION: FLUSH
 CX1280_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CX1280_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CX1280+SATELLITE: SATELLITE OBSERVATIONS - June 24, 2003
 CX1280_ROD/PIPE-DEPTH: 3.0  meters
 CX1280
 CX1280  HISTORY     - Date     Condition        Report By
 CX1280  HISTORY     - 1980     MONUMENTED       NGS
 CX1280  HISTORY     - 20030624 GOOD             NGS
 CX1280
 CX1280                          STATION DESCRIPTION
 CX1280
 CX1280'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CX1280'28.6 KM (17.8 MI) SOUTH FROM ALAMOGORDO.
 CX1280'28.6 KM (17.8 MI) SOUTHERLY ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 CX1280'THE STATION IN ALAMOGORDO, 57.9 METERS
 CX1280'(190.0 FT) EAST OF THE CENTERLINE OF U.S. HIGHWAY 54, 17.0 METERS
 CX1280'(56.0 FT) WEST OF THE NEAR RAIL AND 0.6 METER (2.0 FT) WEST OF
 CX1280'MILE POST 1365.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 CX1280'LOGO CAP.
 CX1280'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 CX1280'THE MARK IS 0.9 M BELOW THE TRACK.
 CX1280
 CX1280                          STATION RECOVERY (2003)
 CX1280
 CX1280'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (DW)
 CX1280'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1364 ***********************************************************************
 CX1364  DESIGNATION -  C 413
 CX1364  PID         -  CX1364
 CX1364  STATE/COUNTY-  NM/DONA ANA
 CX1364  USGS QUAD   -  SELDEN CANYON (1982)
 CX1364
 CX1364                         *CURRENT SURVEY CONTROL
 CX1364  ___________________________________________________________________
 CX1364* NAD 83(1986)-  32 31 14.     (N)    106 58 52.     (W)     SCALED    
 CX1364* NAVD 88     -      1213.515  (meters)    3981.34   (feet)  ADJUSTED  
 CX1364  ___________________________________________________________________
 CX1364  GEOID HEIGHT-         -23.79  (meters)                     GEOID03
 CX1364  DYNAMIC HT  -        1211.736 (meters)    3975.50  (feet)  COMP
 CX1364  MODELED GRAV-     979,131.3   (mgal)                       NAVD 88
 CX1364
 CX1364  VERT ORDER  -  FIRST     CLASS II
 CX1364
 CX1364.The horizontal coordinates were scaled from a topographic map and have
 CX1364.an estimated accuracy of +/- 6 seconds.
 CX1364
 CX1364.The orthometric height was determined by differential leveling
 CX1364.and adjusted by the National Geodetic Survey in June 1991..
 CX1364
 CX1364.The geoid height was determined by GEOID03.
 CX1364
 CX1364.The dynamic height is computed by dividing the NAVD 88
 CX1364.geopotential number by the normal gravity value computed on the
 CX1364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX1364.degrees latitude (g = 980.6199 gals.).
 CX1364
 CX1364.The modeled gravity was interpolated from observed gravity values.
 CX1364
 CX1364;                    North         East    Units  Estimated Accuracy
 CX1364;SPC NM C     -   168,820.      431,310.      MT  (+/- 180 meters Scaled)
 CX1364
 CX1364                          SUPERSEDED SURVEY CONTROL
 CX1364
 CX1364.No superseded survey control is available for this station.
 CX1364
 CX1364_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR139998(NAD 83)
 CX1364_MARKER: I = METAL ROD
 CX1364_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CX1364_SP_SET: STAINLESS STEEL ROD
 CX1364_STAMPING: C 413 1981
 CX1364_MARK LOGO: NGS   
 CX1364_PROJECTION: FLUSH
 CX1364_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CX1364_ROD/PIPE-DEPTH: 19.1 meters
 CX1364
 CX1364  HISTORY     - Date     Condition        Report By
 CX1364  HISTORY     - 1981     MONUMENTED       NGS
 CX1364
 CX1364                          STATION DESCRIPTION
 CX1364
 CX1364'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CX1364'24.6 KM (15.35 MI) NW FROM DONA ANA.
 CX1364'1.2 KM (0.75 MI) SOUTHWEST ALONG COUNTY ROAD 320 FROM THE POST
 CX1364'OFFICE IN DONA ANA, THENCE 15.4 KM (9.6 MI) NORTHWEST ALONG COUNTY
 CX1364'ROAD 28, THENCE 8.0 KM (5.0 MI) NORTHWEST ALONG U. S. HIGHWAY 85,
 CX1364'14.8 METERS (48.7 FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 4.3
 CX1364'METERS (14.0 FT) NORTH-NORTHEAST OF A UTILITY POLE AND 0.3 METER
 CX1364'(1.0 FT) NORTHWEST OF A FENCE.  NOTE=ACCESS TO THE DATUM POINT IS
 CX1364'THROUGH A 5-INCH LOGO CAP.
 CX1364'THE MARK IS 0.7 METERS  W FROM A WITNESS POST.
 CX1364'THE MARK IS 0.6 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0680 ***********************************************************************
 CW0680  DESIGNATION -  C 414
 CW0680  PID         -  CW0680
 CW0680  STATE/COUNTY-  NM/EDDY
 CW0680  USGS QUAD   -  RED BLUFF (1985)
 CW0680
 CW0680                         *CURRENT SURVEY CONTROL
 CW0680  ___________________________________________________________________
 CW0680* NAD 83(1986)-  32 01 06.     (N)    104 02 58.     (W)     SCALED    
 CW0680* NAVD 88     -       905.079  (meters)    2969.41   (feet)  ADJUSTED  
 CW0680  ___________________________________________________________________
 CW0680  GEOID HEIGHT-         -25.54  (meters)                     GEOID03
 CW0680  DYNAMIC HT  -         903.751 (meters)    2965.06  (feet)  COMP
 CW0680  MODELED GRAV-     979,142.7   (mgal)                       NAVD 88
 CW0680
 CW0680  VERT ORDER  -  FIRST     CLASS II
 CW0680
 CW0680.The horizontal coordinates were scaled from a topographic map and have
 CW0680.an estimated accuracy of +/- 6 seconds.
 CW0680
 CW0680.The orthometric height was determined by differential leveling
 CW0680.and adjusted by the National Geodetic Survey in June 1991..
 CW0680
 CW0680.The geoid height was determined by GEOID03.
 CW0680
 CW0680.The dynamic height is computed by dividing the NAVD 88
 CW0680.geopotential number by the normal gravity value computed on the
 CW0680.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0680.degrees latitude (g = 980.6199 gals.).
 CW0680
 CW0680.The modeled gravity was interpolated from observed gravity values.
 CW0680
 CW0680;                    North         East    Units  Estimated Accuracy
 CW0680;SPC NM E     -   112,940.      191,820.      MT  (+/- 180 meters Scaled)
 CW0680
 CW0680                          SUPERSEDED SURVEY CONTROL
 CW0680
 CW0680.No superseded survey control is available for this station.
 CW0680
 CW0680_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SER897428(NAD 83)
 CW0680_MARKER: DB = BENCH MARK DISK
 CW0680_SETTING: 66 = SET IN ROCK OUTCROP
 CW0680_SP_SET: ROCK OUTCROP
 CW0680_STAMPING: C 414 1981
 CW0680_MARK LOGO: NGS   
 CW0680_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CW0680+STABILITY: POSITION/ELEVATION WELL
 CW0680
 CW0680  HISTORY     - Date     Condition        Report By
 CW0680  HISTORY     - 1981     MONUMENTED       NGS
 CW0680
 CW0680                          STATION DESCRIPTION
 CW0680
 CW0680'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CW0680'23.3 KM (14.45 MI) SOUT FROM MALAGA.
 CW0680'23.3 KM (14.45 MI) SOUTHERLY ALONG U.S. HIGHWAY 285 FROM THE POST
 CW0680'OFFICE IN MALAGA, 0.6 KM (0.35 MI) SOUTHEAST OF MILE POST 2, IN THE
 CW0680'TOP CENTER OF A 3X3 FOOT EXPOSED AREA OF ROCK OUTCROPPING, 18.4
 CW0680'METERS (60.3 FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, AND
 CW0680'12.6 METERS (41.3 FT) SOUTHWEST OF A FENCE.
 CW0680'THE MARK IS 0.3 METERS  SSE FROM A WITNESS POST.
 CW0680'THE MARK IS 0.9 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0691 ***********************************************************************
 CW0691  DESIGNATION -  C 415
 CW0691  PID         -  CW0691
 CW0691  STATE/COUNTY-  NM/EDDY
 CW0691  USGS QUAD   -  CARLSBAD EAST (1985)
 CW0691
 CW0691                         *CURRENT SURVEY CONTROL
 CW0691  ___________________________________________________________________
 CW0691* NAD 83(1986)-  32 26 10.     (N)    104 14 04.     (W)     SCALED    
 CW0691* NAVD 88     -       950.016  (meters)    3116.84   (feet)  ADJUSTED  
 CW0691  ___________________________________________________________________
 CW0691  GEOID HEIGHT-         -24.18  (meters)                     GEOID03
 CW0691  DYNAMIC HT  -         948.670 (meters)    3112.43  (feet)  COMP
 CW0691  MODELED GRAV-     979,189.8   (mgal)                       NAVD 88
 CW0691
 CW0691  VERT ORDER  -  FIRST     CLASS II
 CW0691
 CW0691.The horizontal coordinates were scaled from a topographic map and have
 CW0691.an estimated accuracy of +/- 6 seconds.
 CW0691
 CW0691.The orthometric height was determined by differential leveling
 CW0691.and adjusted by the National Geodetic Survey in June 1991..
 CW0691
 CW0691.The geoid height was determined by GEOID03.
 CW0691
 CW0691.The dynamic height is computed by dividing the NAVD 88
 CW0691.geopotential number by the normal gravity value computed on the
 CW0691.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0691.degrees latitude (g = 980.6199 gals.).
 CW0691
 CW0691.The modeled gravity was interpolated from observed gravity values.
 CW0691
 CW0691;                    North         East    Units  Estimated Accuracy
 CW0691;SPC NM E     -   159,230.      174,300.      MT  (+/- 180 meters Scaled)
 CW0691
 CW0691                          SUPERSEDED SURVEY CONTROL
 CW0691
 CW0691.No superseded survey control is available for this station.
 CW0691
 CW0691_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SER719890(NAD 83)
 CW0691_MARKER: I = METAL ROD
 CW0691_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CW0691_SP_SET: STAINLESS STEEL ROD
 CW0691_STAMPING: C 415 1982
 CW0691_MARK LOGO: NGS   
 CW0691_PROJECTION: FLUSH
 CW0691_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CW0691_ROD/PIPE-DEPTH: 7.3  meters
 CW0691
 CW0691  HISTORY     - Date     Condition        Report By
 CW0691  HISTORY     - 1982     MONUMENTED       NGS
 CW0691
 CW0691                          STATION DESCRIPTION
 CW0691
 CW0691'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CW0691'IN CARLSBAD.
 CW0691'IN CARLSBAD, AT 506 WEST PIERCE STREET, 54.4 METERS (178.5 FT) WEST OF
 CW0691'THE CENTER OF TRACY PLACE, 24.1 METERS (79.1 FT) SOUTHEAST OF THE
 CW0691'SOUTHEAST CORNER OF A HOUSE AT 506 WEST PIERCE STREET, 3.8 METERS
 CW0691'(12.5 FT) NORTH OF THE CENTERLINE OF THE WEST BOUND LANES OF WEST
 CW0691'PIERCE STREET, 3.4 METERS (11.2 FT) EAST OF THE CENTER OF AN ALLEY AND
 CW0691'1.2 METERS (3.9 FT) EAST OF A UTILITY POLE WITH 2 GUY WIRES.
 CW0691'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CW0691'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 CW0691'THE MARK IS ABOVE LEVEL WITH THE STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0715 ***********************************************************************
 CW0715  DESIGNATION -  C 416
 CW0715  PID         -  CW0715
 CW0715  STATE/COUNTY-  NM/EDDY
 CW0715  USGS QUAD   -  DAYTON (1975)
 CW0715
 CW0715                         *CURRENT SURVEY CONTROL
 CW0715  ___________________________________________________________________
 CW0715* NAD 83(1986)-  32 42 42.     (N)    104 23 44.     (W)     SCALED    
 CW0715* NAVD 88     -      1035.338  (meters)    3396.77   (feet)  ADJUSTED  
 CW0715  ___________________________________________________________________
 CW0715  GEOID HEIGHT-         -23.30  (meters)                     GEOID03
 CW0715  DYNAMIC HT  -        1033.893 (meters)    3392.03  (feet)  COMP
 CW0715  MODELED GRAV-     979,207.4   (mgal)                       NAVD 88
 CW0715
 CW0715  VERT ORDER  -  FIRST     CLASS II
 CW0715
 CW0715.The horizontal coordinates were scaled from a topographic map and have
 CW0715.an estimated accuracy of +/- 6 seconds.
 CW0715
 CW0715.The orthometric height was determined by differential leveling
 CW0715.and adjusted by the National Geodetic Survey in June 1991..
 CW0715
 CW0715.The geoid height was determined by GEOID03.
 CW0715
 CW0715.The dynamic height is computed by dividing the NAVD 88
 CW0715.geopotential number by the normal gravity value computed on the
 CW0715.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0715.degrees latitude (g = 980.6199 gals.).
 CW0715
 CW0715.The modeled gravity was interpolated from observed gravity values.
 CW0715
 CW0715;                    North         East    Units  Estimated Accuracy
 CW0715;SPC NM E     -   189,780.      159,170.      MT  (+/- 180 meters Scaled)
 CW0715
 CW0715                          SUPERSEDED SURVEY CONTROL
 CW0715
 CW0715.No superseded survey control is available for this station.
 CW0715
 CW0715_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES566194(NAD 83)
 CW0715_MARKER: I = METAL ROD
 CW0715_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CW0715_SP_SET: STAINLESS STEEL ROD
 CW0715_STAMPING: C 416 1982
 CW0715_MARK LOGO: NGS   
 CW0715_PROJECTION: FLUSH
 CW0715_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CW0715_ROD/PIPE-DEPTH: 7.3  meters
 CW0715
 CW0715  HISTORY     - Date     Condition        Report By
 CW0715  HISTORY     - 1982     MONUMENTED       NGS
 CW0715
 CW0715                          STATION DESCRIPTION
 CW0715
 CW0715'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CW0715'15.8 KM (9.85 MI) SOUTH FROM ARTESIA.
 CW0715'14.7 KM (9.15 MI) SOUTHERLY ALONG THE SANTA FE RAILROAD FROM THE
 CW0715'RAILROAD STATION IN ARTESIA, THENCE 1.1 KM (0.7 MI) WESTERLY ALONG
 CW0715'COUNTY ROAD 38 TO ITS JUNCTION WITH U.S. HIGHWAY 285, 0.1 KM (0.05
 CW0715'MI) SOUTH OF MILEPOST 60, 21.3 METERS (69.9 FT) EAST OF THE CENTERLINE
 CW0715'OF THE NORTH BOUND LANES OF THE HIGHWAY, 7.9 METERS (25.9 FT) NORTH OF
 CW0715'THE CENTER OF THE ROAD AND 5.1 METERS (16.7 FT) EAST OF A FENCE
 CW0715'CORNER.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CW0715'THE MARK IS 0.4 METERS  S FROM  A WITNESS POST AND FENCE
 CW0715'THE MARK IS 0.6 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0491 ***********************************************************************
 CV0491  DESIGNATION -  C 417
 CV0491  PID         -  CV0491
 CV0491  STATE/COUNTY-  NM/EDDY
 CV0491  USGS QUAD   -  TOWER HILL SOUTH (1985)
 CV0491
 CV0491                         *CURRENT SURVEY CONTROL
 CV0491  ___________________________________________________________________
 CV0491* NAD 83(1986)-  32 25 20.     (N)    103 56 20.     (W)     SCALED    
 CV0491* NAVD 88     -       993.094  (meters)    3258.18   (feet)  ADJUSTED  
 CV0491  ___________________________________________________________________
 CV0491  GEOID HEIGHT-         -24.39  (meters)                     GEOID03
 CV0491  DYNAMIC HT  -         991.674 (meters)    3253.52  (feet)  COMP
 CV0491  MODELED GRAV-     979,175.2   (mgal)                       NAVD 88
 CV0491
 CV0491  VERT ORDER  -  FIRST     CLASS I
 CV0491
 CV0491.The horizontal coordinates were scaled from a topographic map and have
 CV0491.an estimated accuracy of +/- 6 seconds.
 CV0491
 CV0491.The orthometric height was determined by differential leveling
 CV0491.and adjusted by the National Geodetic Survey in June 1991..
 CV0491
 CV0491.The geoid height was determined by GEOID03.
 CV0491
 CV0491.The dynamic height is computed by dividing the NAVD 88
 CV0491.geopotential number by the normal gravity value computed on the
 CV0491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0491.degrees latitude (g = 980.6199 gals.).
 CV0491
 CV0491.The modeled gravity was interpolated from observed gravity values.
 CV0491
 CV0491;                    North         East    Units  Estimated Accuracy
 CV0491;SPC NM E     -   157,750.      202,100.      MT  (+/- 180 meters Scaled)
 CV0491
 CV0491                          SUPERSEDED SURVEY CONTROL
 CV0491
 CV0491  NGVD 29 (??/??/92)  992.607  (m)         3256.58   (f) ADJ UNCH    1 1
 CV0491
 CV0491.Superseded values are not recommended for survey control.
 CV0491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0491.See file dsdata.txt to determine how the superseded data were derived.
 CV0491
 CV0491_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SER997877(NAD 83)
 CV0491_MARKER: DB = BENCH MARK DISK
 CV0491_SETTING: 66 = SET IN ROCK OUTCROP
 CV0491_SP_SET: ROCK OUTCROP
 CV0491_STAMPING: C 417 1981
 CV0491_MARK LOGO: NGS   
 CV0491_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CV0491+STABILITY: POSITION/ELEVATION WELL
 CV0491
 CV0491  HISTORY     - Date     Condition        Report By
 CV0491  HISTORY     - 1981     MONUMENTED       NGS
 CV0491
 CV0491                          STATION DESCRIPTION
 CV0491
 CV0491'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CV0491'40.3 KM (25.05 MI) EAST FROM CARLSBAD.
 CV0491'27.7 KM (17.2 MI) NORTHEAST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE
 CV0491'EAST END OF THE BATAAN BRIDGE OVER THE PECOS RIVER, THENCE 12.6 KM
 CV0491'(7.85 MI) SOUTH ALONG STATE HIGHWAY 31, 0.1 KM (0.05 MI) SOUTH OF A
 CV0491'PAVED ROAD LEADING EAST, AT THE CROSSING OF A POWERLINE CROSSING THE
 CV0491'HIGHWAY, IN TOP OF A 6X8 FOOT EXPOSED AREA OF ROCK OUTCROP, 16.2
 CV0491'METERS (53.0 FT) WEST-NORTHWEST OF A FENCE, 14.1 METERS (46.4 FT)
 CV0491'EAST-SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY AND 9.8 METERS
 CV0491'(32.0 FT) NORTHEAST OF THE CENTER OF THE POWERLINE CROSSING.
 CV0491'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 CV0491'THE MARK IS 1.2 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0756 ***********************************************************************
 DR0756  DESIGNATION -  C 418
 DR0756  PID         -  DR0756
 DR0756  STATE/COUNTY-  NM/CHAVES
 DR0756  USGS QUAD   -  SOUTH SPRING (1975)
 DR0756
 DR0756                         *CURRENT SURVEY CONTROL
 DR0756  ___________________________________________________________________
 DR0756* NAD 83(1986)-  33 21 15.     (N)    104 29 12.     (W)     SCALED    
 DR0756* NAVD 88     -      1096.274  (meters)    3596.69   (feet)  ADJUSTED  
 DR0756  ___________________________________________________________________
 DR0756  GEOID HEIGHT-         -23.19  (meters)                     GEOID03
 DR0756  DYNAMIC HT  -        1094.782 (meters)    3591.80  (feet)  COMP
 DR0756  MODELED GRAV-     979,238.9   (mgal)                       NAVD 88
 DR0756
 DR0756  VERT ORDER  -  FIRST     CLASS II
 DR0756
 DR0756.The horizontal coordinates were scaled from a topographic map and have
 DR0756.an estimated accuracy of +/- 6 seconds.
 DR0756
 DR0756.The orthometric height was determined by differential leveling
 DR0756.and adjusted by the National Geodetic Survey in June 1991..
 DR0756
 DR0756.The geoid height was determined by GEOID03.
 DR0756
 DR0756.The dynamic height is computed by dividing the NAVD 88
 DR0756.geopotential number by the normal gravity value computed on the
 DR0756.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0756.degrees latitude (g = 980.6199 gals.).
 DR0756
 DR0756.The modeled gravity was interpolated from observed gravity values.
 DR0756
 DR0756;                    North         East    Units  Estimated Accuracy
 DR0756;SPC NM E     -   261,040.      150,730.      MT  (+/- 180 meters Scaled)
 DR0756
 DR0756                          SUPERSEDED SURVEY CONTROL
 DR0756
 DR0756.No superseded survey control is available for this station.
 DR0756
 DR0756_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES477906(NAD 83)
 DR0756_MARKER: I = METAL ROD
 DR0756_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DR0756_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 DR0756_STAMPING: C 418 1982
 DR0756_MARK LOGO: NGS   
 DR0756_PROJECTION: FLUSH
 DR0756_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DR0756+STABILITY: POSITION/ELEVATION WELL
 DR0756_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR0756+SATELLITE: SATELLITE OBSERVATIONS - July 09, 2005
 DR0756_ROD/PIPE-DEPTH: 13.1 meters
 DR0756_SLEEVE-DEPTH  : 9.1 meters
 DR0756
 DR0756  HISTORY     - Date     Condition        Report By
 DR0756  HISTORY     - 1982     MONUMENTED       NGS
 DR0756  HISTORY     - 20050709 GOOD             USPSQD
 DR0756
 DR0756                          STATION DESCRIPTION
 DR0756
 DR0756'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 DR0756'5.9 KM (3.65 MI) SOUTH FROM ROSWELL.
 DR0756'5.9 KM (3.65 MI) SOUTHERLY ALONG THE SANTA FE RAILROAD FROM THE
 DR0756'RAILROAD STATION IN ROSWELL, 0.8 KM (0.5 MI) SOUTHEAST OF MILEPOST
 DR0756'111, 54.3 METERS (178.1 FT) SOUTHEAST OF THE CENTER OF A PRIVATE
 DR0756'DRIVE, 43.3 METERS (142.1 FT) SOUTH OF TRIANGULATION STATION
 DR0756'FAIRBANKS, 13.4 METERS (44.0 FT) SOUTHWEST OF THE NEAR RAIL AND 2.5
 DR0756'METERS (8.2 FT) NORTHWEST OF A UTILITY POLE.  NOTE=ACCESS TO THE DATUM
 DR0756'POINT IS THROUGH A 5-INCH LOGO CAP.
 DR0756'THE MARK IS 0.9 METERS  NE FROM  A WITNESS POST AND FENCE
 DR0756'THE MARK IS 0.6 M BELOW THE TRACKS.
 DR0756
 DR0756                          STATION RECOVERY (2005)
 DR0756
 DR0756'RECOVERY NOTE BY US POWER SQUADRON 2005 (RTK)
 DR0756'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0750 ***********************************************************************
 CV0750  DESIGNATION -  C 419
 CV0750  PID         -  CV0750
 CV0750  STATE/COUNTY-  NM/EDDY
 CV0750  USGS QUAD   -  LIVINGSTON RIDGE (1985)
 CV0750
 CV0750                         *CURRENT SURVEY CONTROL
 CV0750  ___________________________________________________________________
 CV0750* NAD 83(1986)-  32 23 44.     (N)    103 47 24.     (W)     SCALED    
 CV0750* NAVD 88     -      1048.304  (meters)    3439.31   (feet)  ADJUSTED  
 CV0750  ___________________________________________________________________
 CV0750  GEOID HEIGHT-         -24.28  (meters)                     GEOID03
 CV0750  DYNAMIC HT  -        1046.793 (meters)    3434.35  (feet)  COMP
 CV0750  MODELED GRAV-     979,162.6   (mgal)                       NAVD 88
 CV0750
 CV0750  VERT ORDER  -  FIRST     CLASS I
 CV0750
 CV0750.The horizontal coordinates were scaled from a topographic map and have
 CV0750.an estimated accuracy of +/- 6 seconds.
 CV0750
 CV0750.The orthometric height was determined by differential leveling
 CV0750.and adjusted by the National Geodetic Survey in June 1991..
 CV0750
 CV0750.The geoid height was determined by GEOID03.
 CV0750
 CV0750.The dynamic height is computed by dividing the NAVD 88
 CV0750.geopotential number by the normal gravity value computed on the
 CV0750.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0750.degrees latitude (g = 980.6199 gals.).
 CV0750
 CV0750.The modeled gravity was interpolated from observed gravity values.
 CV0750
 CV0750;                    North         East    Units  Estimated Accuracy
 CV0750;SPC NM E     -   154,860.      216,120.      MT  (+/- 180 meters Scaled)
 CV0750
 CV0750                          SUPERSEDED SURVEY CONTROL
 CV0750
 CV0750  NGVD 29 (??/??/92) 1047.805  (m)         3437.67   (f) ADJ UNCH    1 1
 CV0750
 CV0750.Superseded values are not recommended for survey control.
 CV0750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0750.See file dsdata.txt to determine how the superseded data were derived.
 CV0750
 CV0750_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFR138849(NAD 83)
 CV0750_MARKER: I = METAL ROD
 CV0750_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CV0750+WITH SETTING: INFORMATION.
 CV0750_SP_SET: SHALLOW SET METAL ROD
 CV0750_STAMPING: C 419 1982
 CV0750_MARK LOGO: NGS   
 CV0750_PROJECTION: FLUSH
 CV0750_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CV0750_ROD/PIPE-DEPTH: 1.5  meters
 CV0750
 CV0750  HISTORY     - Date     Condition        Report By
 CV0750  HISTORY     - 1982     MONUMENTED       NGS
 CV0750  HISTORY     - 1983     GOOD             NGS
 CV0750
 CV0750                          STATION DESCRIPTION
 CV0750
 CV0750'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CV0750'62.4 KM (38.8 MI) EAST FROM CARLSBAD.
 CV0750'27.7 KM (17.2 MI) NORTHEASTERLY ALONG U. S. HIGHWAY 62 AND 180 FROM
 CV0750'THE EAST END OF THE BATAAN BRIDGE OVER THE PECOS RIVER IN CARLSBAD,
 CV0750'THENCE 12.6 KM (7.85 MI) SOUTHERLY ALONG STATE HIGHWAY 31, THENCE 8.1
 CV0750'KM (5.05 MI) EASTERLY ALONG A DIRT ROAD, THENCE 6.0 KM (3.75 MI)
 CV0750'SOUTHERLY ALONG A DIRT ROAD, THENCE 7.2 KM (4.45 MI) EASTERLY ALONG A
 CV0750'PIPELINE ROAD, THENCE 0.8 KM (0.5 MI) NORTHERLY ALONG A DIRT ROAD AND
 CV0750'19.8 METERS (65.0 FT) EAST OF THE CENTER OF THE ROAD.  NOTE=REFUSAL
 CV0750'WAS REACHED AT 5.0 FT.  ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 CV0750'LOGO CAP.
 CV0750'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 CV0750'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 CV0750
 CV0750                          STATION RECOVERY (1983)
 CV0750
 CV0750'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CV0750'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0182 ***********************************************************************
 DT0182  DESIGNATION -  C 42
 DT0182  PID         -  DT0182
 DT0182  STATE/COUNTY-  NM/CATRON
 DT0182  USGS QUAD   -  BULL BASIN (1965)
 DT0182
 DT0182                         *CURRENT SURVEY CONTROL
 DT0182  ___________________________________________________________________
 DT0182* NAD 83(1986)-  33 43 25.     (N)    108 54 38.     (W)     SCALED    
 DT0182* NAVD 88     -      2362.267  (meters)    7750.20   (feet)  ADJUSTED  
 DT0182  ___________________________________________________________________
 DT0182  GEOID HEIGHT-         -22.68  (meters)                     GEOID03
 DT0182  DYNAMIC HT  -        2358.472 (meters)    7737.75  (feet)  COMP
 DT0182  MODELED GRAV-     978,944.3   (mgal)                       NAVD 88
 DT0182
 DT0182  VERT ORDER  -  FIRST     CLASS II
 DT0182
 DT0182.The horizontal coordinates were scaled from a topographic map and have
 DT0182.an estimated accuracy of +/- 6 seconds.
 DT0182
 DT0182.The orthometric height was determined by differential leveling
 DT0182.and adjusted by the National Geodetic Survey in June 1991..
 DT0182
 DT0182.The geoid height was determined by GEOID03.
 DT0182
 DT0182.The dynamic height is computed by dividing the NAVD 88
 DT0182.geopotential number by the normal gravity value computed on the
 DT0182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0182.degrees latitude (g = 980.6199 gals.).
 DT0182
 DT0182.The modeled gravity was interpolated from observed gravity values.
 DT0182
 DT0182;                    North         East    Units  Estimated Accuracy
 DT0182;SPC NM W     -   302,530.      730,170.      MT  (+/- 180 meters Scaled)
 DT0182
 DT0182                          SUPERSEDED SURVEY CONTROL
 DT0182
 DT0182  NGVD 29 (??/??/92) 2361.288  (m)         7746.99   (f) ADJ UNCH    1 2
 DT0182
 DT0182.Superseded values are not recommended for survey control.
 DT0182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0182.See file dsdata.txt to determine how the superseded data were derived.
 DT0182
 DT0182_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC935334(NAD 83)
 DT0182_MARKER: DB = BENCH MARK DISK
 DT0182_SETTING: 66 = SET IN ROCK OUTCROP
 DT0182_SP_SET: ROCK OUTCROP
 DT0182_STAMPING: C 42 1934
 DT0182_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DT0182+STABILITY: POSITION/ELEVATION WELL
 DT0182
 DT0182  HISTORY     - Date     Condition        Report By
 DT0182  HISTORY     - 1934     MONUMENTED       CGS
 DT0182  HISTORY     - 1965     GOOD             USGS
 DT0182
 DT0182                          STATION DESCRIPTION
 DT0182
 DT0182'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 DT0182'IN LUNA.
 DT0182'LUNA, FROM MORMON CHURCH, 7.5 MILES SOUTH ALONG STATE HIGHWAY 180 TO
 DT0182'THE JUNCTION OF A DIRT ROAD SOUTH EAST.  THENCE 2.15 MILES SOUTH EAST
 DT0182'ALONG DIRT ROAD.  AT A WIDE CURVE, 60 FT. SOUTH OF A FENCE LINE, 40
 DT0182'FT. NORTH OF THE CENTERLINE OF THE ROAD, AND AT THE SOUTH EDGE AND IN
 DT0182'THE TOP OF A ROCK OUTCROP, A STANDARD DISK STAMPED C 42 1954.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0497 ***********************************************************************
 EO0497  DESIGNATION -  C 421
 EO0497  PID         -  EO0497
 EO0497  STATE/COUNTY-  NM/ROOSEVELT
 EO0497  USGS QUAD   -  BETHEL (1985)
 EO0497
 EO0497                         *CURRENT SURVEY CONTROL
 EO0497  ___________________________________________________________________
 EO0497* NAD 83(1992)-  34 09 15.09557(N)    103 23 03.90274(W)     ADJUSTED  
 EO0497* NAVD 88     -      1232.176  (meters)    4042.56   (feet)  ADJUSTED  
 EO0497  ___________________________________________________________________
 EO0497  X           -  -1,223,314.354 (meters)                     COMP
 EO0497  Y           -  -5,141,138.002 (meters)                     COMP
 EO0497  Z           -   3,561,292.232 (meters)                     COMP
 EO0497  LAPLACE CORR-          -0.82  (seconds)                    DEFLEC99
 EO0497  ELLIP HEIGHT-        1209.34  (meters)          (11/15/01) GPS OBS
 EO0497  GEOID HEIGHT-         -22.83  (meters)                     GEOID03
 EO0497  DYNAMIC HT  -        1230.587 (meters)    4037.35  (feet)  COMP
 EO0497  MODELED GRAV-     979,302.7   (mgal)                       NAVD 88
 EO0497
 EO0497  HORZ ORDER  -  THIRD
 EO0497  VERT ORDER  -  FIRST     CLASS II
 EO0497  ELLP ORDER  -  FOURTH    CLASS I
 EO0497
 EO0497.The horizontal coordinates were established by GPS observations
 EO0497.and adjusted by the National Geodetic Survey in September 1997..
 EO0497
 EO0497.The orthometric height was determined by differential leveling
 EO0497.and adjusted by the National Geodetic Survey in June 1991..
 EO0497
 EO0497.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EO0497
 EO0497.The Laplace correction was computed from DEFLEC99 derived deflections.
 EO0497
 EO0497.The ellipsoidal height was determined by GPS observations
 EO0497.and is referenced to NAD 83.
 EO0497
 EO0497.The geoid height was determined by GEOID03.
 EO0497
 EO0497.The dynamic height is computed by dividing the NAVD 88
 EO0497.geopotential number by the normal gravity value computed on the
 EO0497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0497.degrees latitude (g = 980.6199 gals.).
 EO0497
 EO0497.The modeled gravity was interpolated from observed gravity values.
 EO0497
 EO0497;                    North         East     Units Scale Factor Converg.
 EO0497;SPC NM E     -   350,165.829   252,500.212   MT  1.00000344   +0 31 58.0
 EO0497;SPC NM E     - 1,148,835.72    828,411.11   sFT  1.00000344   +0 31 58.0
 EO0497;UTM  13      - 3,780,431.861   648,932.788   MT  0.99987343   +0 54 25.9
 EO0497
 EO0497!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EO0497!SPC NM E     -   0.99981019  x   1.00000344  =   0.99981363
 EO0497!UTM  13      -   0.99981019  x   0.99987343  =   0.99968365
 EO0497
 EO0497                          SUPERSEDED SURVEY CONTROL
 EO0497
 EO0497  ELLIP H (09/30/97) 1209.37   (m)                       GP(       ) 4 1
 EO0497  NAVD 88 (09/30/97) 1232.18   (m)         4042.6    (f) LEVELING    3  
 EO0497
 EO0497.Superseded values are not recommended for survey control.
 EO0497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0497.See file dsdata.txt to determine how the superseded data were derived.
 EO0497
 EO0497_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFT4893380432(NAD 83)
 EO0497_MARKER: I = METAL ROD
 EO0497_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EO0497_SP_SET: SHALLOW SET METAL ROD
 EO0497_STAMPING: C 421 1982
 EO0497_MARK LOGO: NGS   
 EO0497_PROJECTION: FLUSH
 EO0497_MAGNETIC: I = MARKER IS A STEEL ROD
 EO0497_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EO0497_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EO0497+SATELLITE: SATELLITE OBSERVATIONS - April 10, 1997
 EO0497_ROD/PIPE-DEPTH: 2.7  meters
 EO0497
 EO0497  HISTORY     - Date     Condition        Report By
 EO0497  HISTORY     - 1982     MONUMENTED       NGS
 EO0497  HISTORY     - 19970410 GOOD             NGS
 EO0497
 EO0497                          STATION DESCRIPTION
 EO0497
 EO0497'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 EO0497'5.7 KM (3.55 MI) SW FROM PORTALES.
 EO0497'5.7 KM (3.55 MI) SOUTHWESTERLY ALONG THE SANTA FE RAILROAD FROM THE
 EO0497'RAILROAD STATION IN PORTALES, 0.2 KM (0.1 MI) SOUTHWEST OF MILEPOST
 EO0497'21, 23.8 METERS (78.1 FT) SOUTHEAST OF THE NEAR RAIL, 18.0 METERS
 EO0497'(59.1 FT) NORTHWEST OF THE CENTERLINE OF U.S.  HIGHWAY 70, 17.7
 EO0497'METERS (58.1 FT) SOUTHWEST OF THE CENTER OF A PRIVATE DRIVE LEADING
 EO0497'WEST AND 1.5 METERS (4.9 FT) SOUTHWEST OF A UTILITY POLE.
 EO0497'NOTE=REFUSAL WAS REACHED AT 9.0 FT.  ACCESS TO THE DATUM POINT IS
 EO0497'THROUGH A 5-INCH LOGO CAP.
 EO0497'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 EO0497'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 EO0497
 EO0497                          STATION RECOVERY (1997)
 EO0497
 EO0497'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 EO0497'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 10 APR 1997 (WCW) .
 EO0497'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH UPDATED DESCRIPTION AS
 EO0497'FOLLOWS.  THE STATION IS LOCATED ABOUT 5.5 KM (3.40 MI) SOUTHWEST FROM
 EO0497'PORTALES, NORTHWEST OF US HIGHWAY 70, AT A JUNCTION WITH A DIRT ROAD
 EO0497'LEADING TO THE DEL MESA FARM.  OWNERSHIP -- SANTA FE RAILROAD. TO
 EO0497'REACH THE STATION FROM THE COURTHOUSE IN PORTALES, GO SOUTHWEST ON US
 EO0497'HIGHWAY 70 FOR A TOTAL OF 5.5 KM (3.40 MI) , PASSING STATE HIGHWAY 206
 EO0497'AT 0.24 KM (0.15 MI) , PASSING AN OVERHEAD WALKWAY AT 1.37 KM (0.85
 EO0497'MI) , PASSING HIGHWAY MILEPOST 420 AT 4.7 KM (2.90 MI) , TO A DIRT
 EO0497'ROAD RIGHT AND THE STATION ON RIGHT.  THE MARK IS A PUNCH MARK ON TOP
 EO0497'OF A STAINLESS STEEL ROD DRIVEN TO REFUSAL TO A DEPTH OF 2.75 M (9.02
 EO0497'FT) RECESSED 5 CM BELOW GROUND LEVEL WITHOUT SLEEVE IN A 12.7 CM (5
 EO0497'IN) PVC PIPE WITH NGS VERTICAL LOGO CAP SURROUNDED BY CONCRETE.  THE
 EO0497'LOGO CAP AND CONCRETE ARE FLUSH WITH THE GROUND.  THE STATION IS
 EO0497'LOCATED ABOUT 122 M (400.3 FT) SOUTHWEST FROM RAILROAD MILEPOST 21,
 EO0497'23.8 M (78.1 FT) SOUTHEAST FROM THE SOUTHEAST RAIL, 18.3 M (60.0 FT)
 EO0497'NORTHWEST FROM US HIGHWAY 70 CENTER, 17.7 M (58.1 FT) SOUTHWEST FROM A
 EO0497'DIRT ROAD CENTER LEADING WEST AND 0.3 M (1.0 FT) NORTHEAST FROM AN
 EO0497'ORANGE FIBERGLASS WITNESS POST.  THE MARK IS ABOUT LEVEL WITH THE DIRT
 EO0497'ROAD.  DESC BY WC WAICKMAN 10 APR 1997.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0648 ***********************************************************************
 EQ0648  DESIGNATION -  C 423
 EQ0648  PID         -  EQ0648
 EQ0648  STATE/COUNTY-  NM/SOCORRO
 EQ0648  USGS QUAD   -  VEGUITA (1991)
 EQ0648
 EQ0648                         *CURRENT SURVEY CONTROL
 EQ0648  ___________________________________________________________________
 EQ0648* NAD 83(1986)-  34 30 05.     (N)    106 48 26.     (W)     SCALED    
 EQ0648* NAVD 88     -      1461.625  (meters)    4795.35   (feet)  ADJUSTED  
 EQ0648  ___________________________________________________________________
 EQ0648  GEOID HEIGHT-         -21.85  (meters)                     GEOID03
 EQ0648  DYNAMIC HT  -        1459.604 (meters)    4788.72  (feet)  COMP
 EQ0648  MODELED GRAV-     979,201.9   (mgal)                       NAVD 88
 EQ0648
 EQ0648  VERT ORDER  -  FIRST     CLASS II
 EQ0648
 EQ0648.The horizontal coordinates were scaled from a topographic map and have
 EQ0648.an estimated accuracy of +/- 6 seconds.
 EQ0648
 EQ0648.The orthometric height was determined by differential leveling
 EQ0648.and adjusted by the National Geodetic Survey in June 1991..
 EQ0648
 EQ0648.The geoid height was determined by GEOID03.
 EQ0648
 EQ0648.The dynamic height is computed by dividing the NAVD 88
 EQ0648.geopotential number by the normal gravity value computed on the
 EQ0648.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0648.degrees latitude (g = 980.6199 gals.).
 EQ0648
 EQ0648.The modeled gravity was interpolated from observed gravity values.
 EQ0648
 EQ0648;                    North         East    Units  Estimated Accuracy
 EQ0648;SPC NM C     -   388,410.      448,830.      MT  (+/- 180 meters Scaled)
 EQ0648
 EQ0648                          SUPERSEDED SURVEY CONTROL
 EQ0648
 EQ0648.No superseded survey control is available for this station.
 EQ0648
 EQ0648_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU340192(NAD 83)
 EQ0648_MARKER: DB = BENCH MARK DISK
 EQ0648_SETTING: 66 = SET IN ROCK OUTCROP
 EQ0648_SP_SET: ROCK OUTCROP
 EQ0648_STAMPING: C 423 1982
 EQ0648_MARK LOGO: NGS   
 EQ0648_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EQ0648+STABILITY: POSITION/ELEVATION WELL
 EQ0648
 EQ0648  HISTORY     - Date     Condition        Report By
 EQ0648  HISTORY     - 1982     MONUMENTED       NGS
 EQ0648
 EQ0648                          STATION DESCRIPTION
 EQ0648
 EQ0648'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 EQ0648'9.5 KM (5.9 MI) NORTH FROM BERNARDO.
 EQ0648'9.5 KM (5.9 MI) NORTHERLY ALONG STATE HIGHWAY 116 FROM ITS JUNCTION
 EQ0648'WITH U. S. HIGHWAY 60 IN BERNARDO, IN THE CENTER OF THE SOUTH 1/2 OF
 EQ0648'AN 8 BY 60 FT EXPOSED AREA OF OUTCROPPING BEDROCK ON THE EASTERN SLOPE
 EQ0648'OF A SMALL HILL, 235.0 METERS (771.0 FT) WEST OF THE CENTERLINE OF THE
 EQ0648'HIGHWAY, 126.0 METERS (413.4 FT) WEST OF THE CENTER OF SABINEL LATERAL
 EQ0648'NO 1 DITCH AND 46.0 METERS (150.9 FT SOUTH OF THE CENTER OF A DRY
 EQ0648'WASH.
 EQ0648'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 EQ0648'THE MARK IS 9.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0807 ***********************************************************************
 FO0807  DESIGNATION -  C 424
 FO0807  PID         -  FO0807
 FO0807  STATE/COUNTY-  NM/BERNALILLO
 FO0807  USGS QUAD   -  ALBUQUERQUE WEST (1990)
 FO0807
 FO0807                         *CURRENT SURVEY CONTROL
 FO0807  ___________________________________________________________________
 FO0807* NAD 83(1986)-  35 06 23.     (N)    106 38 51.     (W)     SCALED    
 FO0807* NAVD 88     -      1514.730  (meters)    4969.58   (feet)  ADJUSTED  
 FO0807  ___________________________________________________________________
 FO0807  GEOID HEIGHT-         -21.30  (meters)                     GEOID03
 FO0807  DYNAMIC HT  -        1512.661 (meters)    4962.79  (feet)  COMP
 FO0807  MODELED GRAV-     979,216.1   (mgal)                       NAVD 88
 FO0807
 FO0807  VERT ORDER  -  FIRST     CLASS II
 FO0807
 FO0807.The horizontal coordinates were scaled from a topographic map and have
 FO0807.an estimated accuracy of +/- 6 seconds.
 FO0807
 FO0807.The orthometric height was determined by differential leveling
 FO0807.and adjusted by the National Geodetic Survey in June 1991..
 FO0807
 FO0807.The geoid height was determined by GEOID03.
 FO0807
 FO0807.The dynamic height is computed by dividing the NAVD 88
 FO0807.geopotential number by the normal gravity value computed on the
 FO0807.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0807.degrees latitude (g = 980.6199 gals.).
 FO0807
 FO0807.The modeled gravity was interpolated from observed gravity values.
 FO0807
 FO0807;                    North         East    Units  Estimated Accuracy
 FO0807;SPC NM C     -   455,450.      463,760.      MT  (+/- 180 meters Scaled)
 FO0807
 FO0807                          SUPERSEDED SURVEY CONTROL
 FO0807
 FO0807  NGVD 29 (??/??/92) 1513.914  (m)         4966.90   (f) ADJ UNCH    1 2
 FO0807
 FO0807.Superseded values are not recommended for survey control.
 FO0807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0807.See file dsdata.txt to determine how the superseded data were derived.
 FO0807
 FO0807_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU498860(NAD 83)
 FO0807_MARKER: DB = BENCH MARK DISK
 FO0807_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 FO0807_SP_SET: PIER
 FO0807_STAMPING: C 424 1982
 FO0807_MARK LOGO: NGS   
 FO0807_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FO0807+STABILITY: POSITION/ELEVATION WELL
 FO0807
 FO0807  HISTORY     - Date     Condition        Report By
 FO0807  HISTORY     - 1982     MONUMENTED       NGS
 FO0807  HISTORY     - 1982     GOOD             NGS
 FO0807  HISTORY     - 1984     GOOD             NGS
 FO0807  HISTORY     - 20050116 MARK NOT FOUND   GEOCAC
 FO0807
 FO0807                          STATION DESCRIPTION
 FO0807
 FO0807'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FO0807'IN ALBUQUERQUE.
 FO0807'IN ALBUQUERQUE, AT THE JUNCTION OF 4TH STREET AND INTERSTATE HIGHWAY
 FO0807'40, SET VERTICALLY IN THE NORTH FACE OF THE MOST NORTHERLY 1 OF 3
 FO0807'PIERS OF THE WESTBOUND OVERPASS OF 4TH STREET, 6.8 METERS (22.3 FT)
 FO0807'WEST OF THE CENTERLINE OF THE STREET, AND 6.7 METERS (22.0 FT) NORTH
 FO0807'OF THE CENTER OF THE WESTBOUND LANE.
 FO0807'THE MARK IS 1.3 M ABOVE A SIDEWALK.
 FO0807
 FO0807                          STATION RECOVERY (1982)
 FO0807
 FO0807'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FO0807'RECOVERED IN GOOD CONDITION.
 FO0807
 FO0807                          STATION RECOVERY (1984)
 FO0807
 FO0807'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FO0807'RECOVERED IN GOOD CONDITION.
 FO0807
 FO0807                          STATION RECOVERY (2005)
 FO0807
 FO0807'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 FO0807'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0838 ***********************************************************************
 FO0838  DESIGNATION -  C 425
 FO0838  PID         -  FO0838
 FO0838  STATE/COUNTY-  NM/BERNALILLO
 FO0838  USGS QUAD   -  CANONCITO SCHOOL (1971)
 FO0838
 FO0838                         *CURRENT SURVEY CONTROL
 FO0838  ___________________________________________________________________
 FO0838* NAD 83(1986)-  35 01 07.     (N)    107 00 10.     (W)     SCALED    
 FO0838* NAVD 88     -      1637.162  (meters)    5371.26   (feet)  ADJUSTED  
 FO0838  ___________________________________________________________________
 FO0838  GEOID HEIGHT-         -21.42  (meters)                     GEOID03
 FO0838  DYNAMIC HT  -        1634.912 (meters)    5363.87  (feet)  COMP
 FO0838  MODELED GRAV-     979,202.8   (mgal)                       NAVD 88
 FO0838
 FO0838  VERT ORDER  -  FIRST     CLASS II
 FO0838
 FO0838.The horizontal coordinates were scaled from a topographic map and have
 FO0838.an estimated accuracy of +/- 6 seconds.
 FO0838
 FO0838.The orthometric height was determined by differential leveling
 FO0838.and adjusted by the National Geodetic Survey in June 1991..
 FO0838
 FO0838.The geoid height was determined by GEOID03.
 FO0838
 FO0838.The dynamic height is computed by dividing the NAVD 88
 FO0838.geopotential number by the normal gravity value computed on the
 FO0838.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0838.degrees latitude (g = 980.6199 gals.).
 FO0838
 FO0838.The modeled gravity was interpolated from observed gravity values.
 FO0838
 FO0838;                    North         East    Units  Estimated Accuracy
 FO0838;SPC NM C     -   445,900.      431,300.      MT  (+/- 180 meters Scaled)
 FO0838
 FO0838                          SUPERSEDED SURVEY CONTROL
 FO0838
 FO0838.No superseded survey control is available for this station.
 FO0838
 FO0838_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU172769(NAD 83)
 FO0838_MARKER: DB = BENCH MARK DISK
 FO0838_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 FO0838_SP_SET: ABUTMENT
 FO0838_STAMPING: C 425 1982
 FO0838_MARK LOGO: NGS   
 FO0838_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FO0838
 FO0838  HISTORY     - Date     Condition        Report By
 FO0838  HISTORY     - 1982     MONUMENTED       NGS
 FO0838
 FO0838                          STATION DESCRIPTION
 FO0838
 FO0838'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FO0838'29.3 KM (18.2 MI) SW FROM ALBUQUERQUE.
 FO0838'29.3 KM (18.2 MI) SOUTHWESTERLY ALONG INTERSTATE HIGHWAY 40 FROM ITS
 FO0838'JUNCTION WITH STATE HIGHWAY 448 AT THE NORTHWEST EDGE OF ALBUQUERQUE,
 FO0838'IN TOP OF AND 0.2 METER (0.7 FT) SOUTHEAST OF THE NORTHWEST END OF THE
 FO0838'SOUTHWEST CONCRETE ABUTMENT OF THE SOUTHWEST BOUND OVERPASS OF A DRY
 FO0838'WASH AND 6.8 METERS (22.3 FT) NORTHWEST OF THE CENTERLINE OF THE
 FO0838'HIGHWAY.
 FO0838'THE MARK IS 0.8 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0848 ***********************************************************************
 FO0848  DESIGNATION -  C 426
 FO0848  PID         -  FO0848
 FO0848  STATE/COUNTY-  NM/CIBOLA
 FO0848  USGS QUAD   -  LAGUNA (1971)
 FO0848
 FO0848                         *CURRENT SURVEY CONTROL
 FO0848  ___________________________________________________________________
 FO0848* NAD 83(1986)-  35 02 35.     (N)    107 24 54.     (W)     SCALED    
 FO0848* NAVD 88     -      1779.793  (meters)    5839.20   (feet)  ADJUSTED  
 FO0848  ___________________________________________________________________
 FO0848  GEOID HEIGHT-         -20.87  (meters)                     GEOID03
 FO0848  DYNAMIC HT  -        1777.302 (meters)    5831.03  (feet)  COMP
 FO0848  MODELED GRAV-     979,171.9   (mgal)                       NAVD 88
 FO0848
 FO0848  VERT ORDER  -  FIRST     CLASS II
 FO0848
 FO0848.The horizontal coordinates were scaled from a topographic map and have
 FO0848.an estimated accuracy of +/- 6 seconds.
 FO0848
 FO0848.The orthometric height was determined by differential leveling
 FO0848.and adjusted by the National Geodetic Survey in June 1991..
 FO0848
 FO0848.The geoid height was determined by GEOID03.
 FO0848
 FO0848.The dynamic height is computed by dividing the NAVD 88
 FO0848.geopotential number by the normal gravity value computed on the
 FO0848.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0848.degrees latitude (g = 980.6199 gals.).
 FO0848
 FO0848.The modeled gravity was interpolated from observed gravity values.
 FO0848
 FO0848;                    North         East    Units  Estimated Accuracy
 FO0848;SPC NM W     -   448,440.      868,170.      MT  (+/- 180 meters Scaled)
 FO0848
 FO0848                          SUPERSEDED SURVEY CONTROL
 FO0848
 FO0848.No superseded survey control is available for this station.
 FO0848
 FO0848_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBU797804(NAD 83)
 FO0848_MARKER: I = METAL ROD
 FO0848_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FO0848+WITH SETTING: INFORMATION.
 FO0848_SP_SET: SHALLOW SET METAL ROD
 FO0848_STAMPING: C 426 1982
 FO0848_MARK LOGO: NGS   
 FO0848_PROJECTION: FLUSH
 FO0848_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FO0848_ROD/PIPE-DEPTH: 1.5  meters
 FO0848
 FO0848  HISTORY     - Date     Condition        Report By
 FO0848  HISTORY     - 1982     MONUMENTED       NGS
 FO0848
 FO0848                          STATION DESCRIPTION
 FO0848
 FO0848'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FO0848'45.1 KM (28.0 MI) SE FROM GRANTS.
 FO0848'8.0 KM (4.95 MI) SOUTHEASTERLY ALONG THE SANTA FE RAILROAD FROM THE
 FO0848'RAILROAD STATION IN GRANTS, THENCE 11.6 KM (7.2 MI) SOUTHEASTERLY
 FO0848'ALONG A PAVED ROAD, THENCE 25.5 KM (15.85 MI) EASTERLY ALONG THE SANTA
 FO0848'FE RAILROAD, 30.2 METERS (99.1 FT) SOUTHEAST OF THE CENTER OF A PAVED
 FO0848'ROAD, 25.7 METERS (84.3 FT) NORTHWEST OF THE NEAR RAIL AND 17.4 METERS
 FO0848'(57.1 FT) SOUTHWEST OF A FENCE CORNER. NOTE=REFUSAL WAS REACHED AT 5.0
 FO0848'FT.  ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 FO0848'THE MARK IS 0.3 METERS  NW FROM  A FENCE AND WITNESS POST
 FO0848'THE MARK IS 1.0 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0558 ***********************************************************************
 EO0558  DESIGNATION -  C 427
 EO0558  PID         -  EO0558
 EO0558  STATE/COUNTY-  NM/CURRY
 EO0558  USGS QUAD   -  PORTAIR (1985)
 EO0558
 EO0558                         *CURRENT SURVEY CONTROL
 EO0558  ___________________________________________________________________
 EO0558* NAD 83(1986)-  34 24 14.     (N)    103 19 08.     (W)     SCALED    
 EO0558* NAVD 88     -      1319.086  (meters)    4327.70   (feet)  ADJUSTED  
 EO0558  ___________________________________________________________________
 EO0558  GEOID HEIGHT-         -23.39  (meters)                     GEOID03
 EO0558  DYNAMIC HT  -        1317.358 (meters)    4322.03  (feet)  COMP
 EO0558  MODELED GRAV-     979,279.9   (mgal)                       NAVD 88
 EO0558
 EO0558  VERT ORDER  -  FIRST     CLASS II
 EO0558
 EO0558.The horizontal coordinates were scaled from a topographic map and have
 EO0558.an estimated accuracy of +/- 6 seconds.
 EO0558
 EO0558.The orthometric height was determined by differential leveling
 EO0558.and adjusted by the National Geodetic Survey in June 1991..
 EO0558
 EO0558.The geoid height was determined by GEOID03.
 EO0558
 EO0558.The dynamic height is computed by dividing the NAVD 88
 EO0558.geopotential number by the normal gravity value computed on the
 EO0558.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0558.degrees latitude (g = 980.6199 gals.).
 EO0558
 EO0558.The modeled gravity was interpolated from observed gravity values.
 EO0558
 EO0558;                    North         East    Units  Estimated Accuracy
 EO0558;SPC NM E     -   377,920.      258,270.      MT  (+/- 180 meters Scaled)
 EO0558
 EO0558                          SUPERSEDED SURVEY CONTROL
 EO0558
 EO0558.No superseded survey control is available for this station.
 EO0558
 EO0558_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFU545082(NAD 83)
 EO0558_MARKER: DB = BENCH MARK DISK
 EO0558_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 EO0558_SP_SET: PIER
 EO0558_STAMPING: C 427 1982
 EO0558_MARK LOGO: NGS   
 EO0558_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EO0558+STABILITY: POSITION/ELEVATION WELL
 EO0558
 EO0558  HISTORY     - Date     Condition        Report By
 EO0558  HISTORY     - 1982     MONUMENTED       NGS
 EO0558
 EO0558                          STATION DESCRIPTION
 EO0558
 EO0558'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 EO0558'10.3 KM (6.4 MI) WEST FROM CLOVIS.
 EO0558'10.3 KM (6.4 MI) WESTERLY ALONG THE SANTA FE RAILROAD FROM THE
 EO0558'RAILROAD STATION IN CLOVIS, SET VERTICALLY IN THE SOUTH FACE OF THE
 EO0558'MOST WESTERLY 1 OF 4 PIERS OF A HIGHWAY OVERPASS OF THE RAILROAD, 4.9
 EO0558'METERS (16.1 FT) NORTH OF THE NEAR RAIL AND 9.0 METERS (29.5 FT) WEST
 EO0558'OF THE CENTER OF A ROAD LEADING SOUTH TO CANNON AIR FORCE BASE.
 EO0558'THE MARK IS 1.4 M ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0493 ***********************************************************************
 EP0493  DESIGNATION -  C 428
 EP0493  PID         -  EP0493
 EP0493  STATE/COUNTY-  NM/DE BACA
 EP0493  USGS QUAD   -  YESO (1966)
 EP0493
 EP0493                         *CURRENT SURVEY CONTROL
 EP0493  ___________________________________________________________________
 EP0493* NAD 83(1986)-  34 26 39.     (N)    104 34 08.     (W)     SCALED    
 EP0493* NAVD 88     -      1435.195  (meters)    4708.64   (feet)  ADJUSTED  
 EP0493  ___________________________________________________________________
 EP0493  GEOID HEIGHT-         -23.18  (meters)                     GEOID03
 EP0493  DYNAMIC HT  -        1433.232 (meters)    4702.20  (feet)  COMP
 EP0493  MODELED GRAV-     979,218.2   (mgal)                       NAVD 88
 EP0493
 EP0493  VERT ORDER  -  FIRST     CLASS II
 EP0493
 EP0493.The horizontal coordinates were scaled from a topographic map and have
 EP0493.an estimated accuracy of +/- 6 seconds.
 EP0493
 EP0493.The orthometric height was determined by differential leveling
 EP0493.and adjusted by the National Geodetic Survey in June 1991..
 EP0493
 EP0493.The geoid height was determined by GEOID03.
 EP0493
 EP0493.The dynamic height is computed by dividing the NAVD 88
 EP0493.geopotential number by the normal gravity value computed on the
 EP0493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EP0493.degrees latitude (g = 980.6199 gals.).
 EP0493
 EP0493.The modeled gravity was interpolated from observed gravity values.
 EP0493
 EP0493;                    North         East    Units  Estimated Accuracy
 EP0493;SPC NM E     -   381,950.      143,350.      MT  (+/- 180 meters Scaled)
 EP0493
 EP0493                          SUPERSEDED SURVEY CONTROL
 EP0493
 EP0493.No superseded survey control is available for this station.
 EP0493
 EP0493_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEU396114(NAD 83)
 EP0493_MARKER: I = METAL ROD
 EP0493_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 EP0493+WITH SETTING: INFORMATION.
 EP0493_SP_SET: SHALLOW SET METAL ROD
 EP0493_STAMPING: C 428 1982
 EP0493_MARK LOGO: NGS   
 EP0493_PROJECTION: FLUSH
 EP0493_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EP0493_ROD/PIPE-DEPTH: 1.8  meters
 EP0493
 EP0493  HISTORY     - Date     Condition        Report By
 EP0493  HISTORY     - 1982     MONUMENTED       NGS
 EP0493
 EP0493                          STATION DESCRIPTION
 EP0493
 EP0493'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 EP0493'30.5 KM (18.95 MI) WEST FROM FORT SUMNER.
 EP0493'30.5 KM (18.95 MI) WESTERLY ALONG U.S. HIGHWAY 60 FROM ITS JUNCTION
 EP0493'WITH U.S. HIGHWAY 84 IN FORT SUMNER, 19.0 METERS (62.3 FT) SOUTHEAST
 EP0493'OF THE CENTERLINE OF THE HIGHWAY AND 4.8 METERS (15.7 FT) SOUTHWEST OF
 EP0493'THE CENTER OF A TRACK ROAD LEADING SOUTH.  NOTE=REFUSAL WAS REACHED AT
 EP0493'6.0 FT.  ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 EP0493'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST AND FENCE
 EP0493'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0518 ***********************************************************************
 EP0518  DESIGNATION -  C 429
 EP0518  PID         -  EP0518
 EP0518  STATE/COUNTY-  NM/GUADALUPE
 EP0518  USGS QUAD   -  VAUGHN (1978)
 EP0518
 EP0518                         *CURRENT SURVEY CONTROL
 EP0518  ___________________________________________________________________
 EP0518* NAD 83(1986)-  34 35 17.     (N)    105 08 17.     (W)     SCALED    
 EP0518* NAVD 88     -      1760.962  (meters)    5777.42   (feet)  ADJUSTED  
 EP0518  ___________________________________________________________________
 EP0518  GEOID HEIGHT-         -21.07  (meters)                     GEOID03
 EP0518  DYNAMIC HT  -        1758.502 (meters)    5769.35  (feet)  COMP
 EP0518  MODELED GRAV-     979,175.7   (mgal)                       NAVD 88
 EP0518
 EP0518  VERT ORDER  -  FIRST     CLASS II
 EP0518
 EP0518.The horizontal coordinates were scaled from a topographic map and have
 EP0518.an estimated accuracy of +/- 6 seconds.
 EP0518
 EP0518.The orthometric height was determined by differential leveling
 EP0518.and adjusted by the National Geodetic Survey in June 1991..
 EP0518
 EP0518.The geoid height was determined by GEOID03.
 EP0518
 EP0518.The dynamic height is computed by dividing the NAVD 88
 EP0518.geopotential number by the normal gravity value computed on the
 EP0518.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EP0518.degrees latitude (g = 980.6199 gals.).
 EP0518
 EP0518.The modeled gravity was interpolated from observed gravity values.
 EP0518
 EP0518;                    North         East    Units  Estimated Accuracy
 EP0518;SPC NM E     -   398,180.       91,180.      MT  (+/- 180 meters Scaled)
 EP0518
 EP0518                          SUPERSEDED SURVEY CONTROL
 EP0518
 EP0518.No superseded survey control is available for this station.
 EP0518
 EP0518_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDU873273(NAD 83)
 EP0518_MARKER: I = METAL ROD
 EP0518_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 EP0518+WITH SETTING: INFORMATION.
 EP0518_SP_SET: SHALLOW SET METAL ROD
 EP0518_STAMPING: C 429 1982
 EP0518_MARK LOGO: NGS   
 EP0518_PROJECTION: FLUSH
 EP0518_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EP0518_ROD/PIPE-DEPTH: 1.8  meters
 EP0518
 EP0518  HISTORY     - Date     Condition        Report By
 EP0518  HISTORY     - 1982     MONUMENTED       NGS
 EP0518
 EP0518                          STATION DESCRIPTION
 EP0518
 EP0518'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 EP0518'5.9 KM (3.65 MI) EAST FROM VAUGHN.
 EP0518'5.9 KM (3.65 MI) EASTERLY ALONG U.S. HIGHWAY 60 FROM THE SANTA FE
 EP0518'RAILROAD STATION IN VAUGHN, 22.6 METERS (74.1 FT) SOUTHWEST OF THE
 EP0518'CENTERLINE OF THE HIGHWAY, 16.8 METERS (55.1 FT) SOUTH OF MILEPOST 274
 EP0518'AND 5.8 METERS (19.0 FT) SOUTHEAST OF THE CENTER OF A FIELD ENTRANCE.
 EP0518'NOTE=REFUSAL WAS REACHED AT 6.0 FT.  ACCESS TO THE DATUM POINT IS
 EP0518'THROUGH A 5-INCH LOGO CAP.
 EP0518'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST AND FENCE
 EP0518'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0111 ***********************************************************************
 FP0111  DESIGNATION -  C 43
 FP0111  PID         -  FP0111
 FP0111  STATE/COUNTY-  NM/MCKINLEY
 FP0111  USGS QUAD   -  TWIN BUTTES (1979)
 FP0111
 FP0111                         *CURRENT SURVEY CONTROL
 FP0111  ___________________________________________________________________
 FP0111* NAD 83(1986)-  35 28 13.     (N)    108 46 00.     (W)     SCALED    
 FP0111* NAVD 88     -      2017.231  (meters)    6618.20   (feet)  ADJUSTED  
 FP0111  ___________________________________________________________________
 FP0111  GEOID HEIGHT-         -21.30  (meters)                     GEOID03
 FP0111  DYNAMIC HT  -        2014.359 (meters)    6608.78  (feet)  COMP
 FP0111  MODELED GRAV-     979,138.0   (mgal)                       NAVD 88
 FP0111
 FP0111  VERT ORDER  -  SECOND    CLASS 0
 FP0111
 FP0111.The horizontal coordinates were scaled from a topographic map and have
 FP0111.an estimated accuracy of +/- 6 seconds.
 FP0111
 FP0111.The orthometric height was determined by differential leveling
 FP0111.and adjusted by the National Geodetic Survey in June 1991..
 FP0111
 FP0111.The geoid height was determined by GEOID03.
 FP0111
 FP0111.The dynamic height is computed by dividing the NAVD 88
 FP0111.geopotential number by the normal gravity value computed on the
 FP0111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0111.degrees latitude (g = 980.6199 gals.).
 FP0111
 FP0111.The modeled gravity was interpolated from observed gravity values.
 FP0111
 FP0111;                    North         East    Units  Estimated Accuracy
 FP0111;SPC NM W     -   496,150.      745,290.      MT  (+/- 180 meters Scaled)
 FP0111
 FP0111                          SUPERSEDED SURVEY CONTROL
 FP0111
 FP0111  NGVD 29 (??/??/92) 2016.261  (m)         6615.02   (f) ADJ UNCH    2 0
 FP0111
 FP0111.Superseded values are not recommended for survey control.
 FP0111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0111.See file dsdata.txt to determine how the superseded data were derived.
 FP0111
 FP0111_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYE026274(NAD 83)
 FP0111_MARKER: DB = BENCH MARK DISK
 FP0111_SETTING: 66 = SET IN ROCK OUTCROP
 FP0111_SP_SET: ROCK
 FP0111_STAMPING: C-43 1934
 FP0111_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FP0111+STABILITY: POSITION/ELEVATION WELL
 FP0111
 FP0111  HISTORY     - Date     Condition        Report By
 FP0111  HISTORY     - 1934     MONUMENTED       CGS
 FP0111  HISTORY     - 1963     MARK NOT FOUND   USGS
 FP0111
 FP0111                          STATION DESCRIPTION
 FP0111
 FP0111'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FP0111'4.8 MI S FROM GALLUP.
 FP0111'4.8 MILES SOUTH OF POST OFFICE ON STATE HWY. NO. 32 ABOUT 400 YARDS
 FP0111'NORTH OF RANCH BUILDINGS.  58 YARDS WEST OF CENTER LINE OF HIGHWAY. 50
 FP0111'YARDS WEST OF WIRE FENCE.  SET IN EAST EDGE OF LARGE ROUND SHAPED SAND
 FP0111'STONE ROCK.  NOTE-- DESCRIPTION IS POOR.
 FP0111
 FP0111                          STATION RECOVERY (1963)
 FP0111
 FP0111'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 FP0111'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0372 ***********************************************************************
 FP0372  DESIGNATION -  C 430
 FP0372  PID         -  FP0372
 FP0372  STATE/COUNTY-  NM/MCKINLEY
 FP0372  USGS QUAD   -  MANUELITO (1979)
 FP0372
 FP0372                         *CURRENT SURVEY CONTROL
 FP0372  ___________________________________________________________________
 FP0372* NAD 83(1986)-  35 28 50.     (N)    108 54 45.     (W)     SCALED    
 FP0372* NAVD 88     -      1931.742  (meters)    6337.72   (feet)  ADJUSTED  
 FP0372  ___________________________________________________________________
 FP0372  GEOID HEIGHT-         -21.47  (meters)                     GEOID03
 FP0372  DYNAMIC HT  -        1929.026 (meters)    6328.81  (feet)  COMP
 FP0372  MODELED GRAV-     979,158.9   (mgal)                       NAVD 88
 FP0372
 FP0372  VERT ORDER  -  FIRST     CLASS II
 FP0372
 FP0372.The horizontal coordinates were scaled from a topographic map and have
 FP0372.an estimated accuracy of +/- 6 seconds.
 FP0372
 FP0372.The orthometric height was determined by differential leveling
 FP0372.and adjusted by the National Geodetic Survey in June 1991..
 FP0372
 FP0372.The geoid height was determined by GEOID03.
 FP0372
 FP0372.The dynamic height is computed by dividing the NAVD 88
 FP0372.geopotential number by the normal gravity value computed on the
 FP0372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0372.degrees latitude (g = 980.6199 gals.).
 FP0372
 FP0372.The modeled gravity was interpolated from observed gravity values.
 FP0372
 FP0372;                    North         East    Units  Estimated Accuracy
 FP0372;SPC NM W     -   497,430.      732,070.      MT  (+/- 180 meters Scaled)
 FP0372
 FP0372                          SUPERSEDED SURVEY CONTROL
 FP0372
 FP0372.No superseded survey control is available for this station.
 FP0372
 FP0372_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXE893283(NAD 83)
 FP0372_MARKER: DB = BENCH MARK DISK
 FP0372_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 FP0372_SP_SET: ABUTMENT
 FP0372_STAMPING: C 430 1983
 FP0372_MARK LOGO: NGS   
 FP0372_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FP0372
 FP0372  HISTORY     - Date     Condition        Report By
 FP0372  HISTORY     - 1983     MONUMENTED       NGS
 FP0372
 FP0372                          STATION DESCRIPTION
 FP0372
 FP0372'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FP0372'15.2 KM (9.45 MI) SW FROM GALLUP.
 FP0372'15.2 KM (9.45 MI) SOUTHWESTERLY ALONG INTERSTATE HIGHWAY 40 FROM ITS
 FP0372'JUNCTION WITH U. S. HIGHWAY 666 IN GALLUP, IN TOP OF AND 0.1 METER
 FP0372'(0.3 FT) SOUTHEAST OF THE NORTHWEST END OF THE SOUTHWEST CONCRETE
 FP0372'ABUTMENT OF THE HIGHWAY OVERPASS OF SALT WATER WASH AND 5.8 METERS
 FP0372'(19.0 FT) NORTHWEST OF THE CENTERLINE OF THE NORTHEAST BOUND LANES OF
 FP0372'THE HIGHWAY.
 FP0372'THE MARK IS 1.2 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0385 ***********************************************************************
 GN0385  DESIGNATION -  C 431
 GN0385  PID         -  GN0385
 GN0385  STATE/COUNTY-  NM/SAN JUAN
 GN0385  USGS QUAD   -  AZTEC (1985)
 GN0385
 GN0385                         *CURRENT SURVEY CONTROL
 GN0385  ___________________________________________________________________
 GN0385* NAD 83(1986)-  36 49 31.     (N)    107 59 30.     (W)     SCALED    
 GN0385* NAVD 88     -      1718.366  (meters)    5637.67   (feet)  ADJUSTED  
 GN0385  ___________________________________________________________________
 GN0385  GEOID HEIGHT-         -20.82  (meters)                     GEOID03
 GN0385  DYNAMIC HT  -        1716.214 (meters)    5630.61  (feet)  COMP
 GN0385  MODELED GRAV-     979,318.6   (mgal)                       NAVD 88
 GN0385
 GN0385  VERT ORDER  -  FIRST     CLASS II
 GN0385
 GN0385.The horizontal coordinates were scaled from a topographic map and have
 GN0385.an estimated accuracy of +/- 6 seconds.
 GN0385
 GN0385.The orthometric height was determined by differential leveling
 GN0385.and adjusted by the National Geodetic Survey in June 1991..
 GN0385
 GN0385.The geoid height was determined by GEOID03.
 GN0385
 GN0385.The dynamic height is computed by dividing the NAVD 88
 GN0385.geopotential number by the normal gravity value computed on the
 GN0385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GN0385.degrees latitude (g = 980.6199 gals.).
 GN0385
 GN0385.The modeled gravity was interpolated from observed gravity values.
 GN0385
 GN0385;                    North         East    Units  Estimated Accuracy
 GN0385;SPC NM W     -   646,110.      815,880.      MT  (+/- 180 meters Scaled)
 GN0385
 GN0385                          SUPERSEDED SURVEY CONTROL
 GN0385
 GN0385.No superseded survey control is available for this station.
 GN0385
 GN0385_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBA331796(NAD 83)
 GN0385_MARKER: I = METAL ROD
 GN0385_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GN0385_SP_SET: STAINLESS STEEL ROD
 GN0385_STAMPING: C 431 1983
 GN0385_MARK LOGO: NGS   
 GN0385_PROJECTION: FLUSH
 GN0385_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GN0385_ROD/PIPE-DEPTH: 9.5  meters
 GN0385
 GN0385  HISTORY     - Date     Condition        Report By
 GN0385  HISTORY     - 1983     MONUMENTED       NGS
 GN0385
 GN0385                          STATION DESCRIPTION
 GN0385
 GN0385'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GN0385'IN AZTEC.
 GN0385'IN AZTEC, AT THE INTERSECTION OF AZTEC ROAD (U. S. HIGHWAY 550) AND
 GN0385'MESA VERDE BOULEVARD, 63.7 METERS (209.0 FT) NORTHEAST OF THE CENTER
 GN0385'OF THE BOULEVARD, 28.4 METERS (93.2 FT) SOUTHEAST OF THE CENTERLINE OF
 GN0385'THE NORTHEAST CORNER OF THE AZTEC LOCKER PLANT, 15.4 METERS (50.5 FT)
 GN0385'NORTH-NORTHWEST OF THE NORTH-NORTHWEST CORNER OF A LOG HOUSE, AND
 GN0385'0.9 METERS (3.0 FT) SOUTHWEST OF A UTILITY POLE AND UTILITY LINE
 GN0385'CROSSING THE HIGHWAY.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A
 GN0385'5-INCH LOGO CAP.
 GN0385'THE MARK IS 0.2 METERS  SW FROM A WITNESS POST.
 GN0385'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GO0212 ***********************************************************************
 GO0212  DESIGNATION -  C 432
 GO0212  PID         -  GO0212
 GO0212  STATE/COUNTY-  NM/SAN JUAN
 GO0212  USGS QUAD   -  KIRTLAND (1979)
 GO0212
 GO0212                         *CURRENT SURVEY CONTROL
 GO0212  ___________________________________________________________________
 GO0212* NAD 83(1986)-  36 44 06.     (N)    108 19 47.     (W)     SCALED    
 GO0212* NAVD 88     -      1590.360  (meters)    5217.71   (feet)  ADJUSTED  
 GO0212  ___________________________________________________________________
 GO0212  GEOID HEIGHT-         -21.16  (meters)                     GEOID03
 GO0212  DYNAMIC HT  -        1588.416 (meters)    5211.33  (feet)  COMP
 GO0212  MODELED GRAV-     979,354.0   (mgal)                       NAVD 88
 GO0212
 GO0212  VERT ORDER  -  FIRST     CLASS II
 GO0212
 GO0212.The horizontal coordinates were scaled from a topographic map and have
 GO0212.an estimated accuracy of +/- 6 seconds.
 GO0212
 GO0212.The orthometric height was determined by differential leveling
 GO0212.and adjusted by the National Geodetic Survey in June 1991..
 GO0212
 GO0212.The geoid height was determined by GEOID03.
 GO0212
 GO0212.The dynamic height is computed by dividing the NAVD 88
 GO0212.geopotential number by the normal gravity value computed on the
 GO0212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GO0212.degrees latitude (g = 980.6199 gals.).
 GO0212
 GO0212.The modeled gravity was interpolated from observed gravity values.
 GO0212
 GO0212;                    North         East    Units  Estimated Accuracy
 GO0212;SPC NM W     -   636,190.      785,670.      MT  (+/- 180 meters Scaled)
 GO0212
 GO0212                          SUPERSEDED SURVEY CONTROL
 GO0212
 GO0212.No superseded survey control is available for this station.
 GO0212
 GO0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYF384688(NAD 83)
 GO0212_MARKER: I = METAL ROD
 GO0212_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GO0212_SP_SET: STAINLESS STEEL ROD
 GO0212_STAMPING: C 432 1983
 GO0212_MARK LOGO: NGS   
 GO0212_PROJECTION: FLUSH
 GO0212_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GO0212_ROD/PIPE-DEPTH: 3.4  meters
 GO0212
 GO0212  HISTORY     - Date     Condition        Report By
 GO0212  HISTORY     - 1983     MONUMENTED       NGS
 GO0212
 GO0212                          STATION DESCRIPTION
 GO0212
 GO0212'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GO0212'10.5 KM (6.5 MI) WEST FROM FARMINGTON.
 GO0212'10.5 KM (6.5 MI) WESTERLY ALONG U.S. HIGHWAY 550 FROM ITS JUNCTION
 GO0212'WITH STATE HIGHWAY 371 (LAKE STREET) IN FARMINGTON, 198.5 METERS
 GO0212'(651.2 FT) WEST OF THE CENTER OF KELLY AVENUE LEADING NORTH,
 GO0212'18.1 METERS (59.4 FT) NORTH OF THE CENTERLINE OF THE WEST BOUND LANES
 GO0212'OF THE HIGHWAY, 16.2 METERS (53.1 FT) SOUTH OF THE SOUTHWEST CORNER OF
 GO0212'THE DAVIS BLACKSMITH AND WELDING BUILDING, 2.4 METERS (7.9 FT) WEST OF
 GO0212'A UTILITY POLE, AND 1.8 METERS (5.9 FT) WEST OF THE EAST CORNER OF A
 GO0212'CHAIN LINK FENCE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 GO0212'LOGO CAP.
 GO0212'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST AND FENCE
 GO0212'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GO0185 ***********************************************************************
 GO0185  DESIGNATION -  C 434
 GO0185  PID         -  GO0185
 GO0185  STATE/COUNTY-  NM/SAN JUAN
 GO0185  USGS QUAD   -  TABLE MESA (1979)
 GO0185
 GO0185                         *CURRENT SURVEY CONTROL
 GO0185  ___________________________________________________________________
 GO0185* NAD 83(1986)-  36 37 00.     (N)    108 42 15.     (W)     SCALED    
 GO0185* NAVD 88     -      1621.973  (meters)    5321.42   (feet)  ADJUSTED  
 GO0185  ___________________________________________________________________
 GO0185  GEOID HEIGHT-         -21.13  (meters)                     GEOID03
 GO0185  DYNAMIC HT  -        1619.978 (meters)    5314.88  (feet)  COMP
 GO0185  MODELED GRAV-     979,345.0   (mgal)                       NAVD 88
 GO0185
 GO0185  VERT ORDER  -  FIRST     CLASS II
 GO0185
 GO0185.The horizontal coordinates were scaled from a topographic map and have
 GO0185.an estimated accuracy of +/- 6 seconds.
 GO0185
 GO0185.The orthometric height was determined by differential leveling
 GO0185.and adjusted by the National Geodetic Survey in June 1991..
 GO0185
 GO0185.The geoid height was determined by GEOID03.
 GO0185
 GO0185.The dynamic height is computed by dividing the NAVD 88
 GO0185.geopotential number by the normal gravity value computed on the
 GO0185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GO0185.degrees latitude (g = 980.6199 gals.).
 GO0185
 GO0185.The modeled gravity was interpolated from observed gravity values.
 GO0185
 GO0185;                    North         East    Units  Estimated Accuracy
 GO0185;SPC NM W     -   623,300.      752,100.      MT  (+/- 180 meters Scaled)
 GO0185
 GO0185                          SUPERSEDED SURVEY CONTROL
 GO0185
 GO0185.No superseded survey control is available for this station.
 GO0185
 GO0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYF053548(NAD 83)
 GO0185_MARKER: I = METAL ROD
 GO0185_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GO0185_SP_SET: STAINLESS STEEL ROD
 GO0185_STAMPING: C 434 1984
 GO0185_MARK LOGO: NGS   
 GO0185_PROJECTION: FLUSH
 GO0185_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GO0185_ROD/PIPE-DEPTH: 3.7  meters
 GO0185
 GO0185  HISTORY     - Date     Condition        Report By
 GO0185  HISTORY     - 1984     MONUMENTED       NGS
 GO0185
 GO0185                          STATION DESCRIPTION
 GO0185
 GO0185'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 GO0185'17.9 KM (11.1 MI) SOUTH FROM SHIPROCK.
 GO0185'17.9 KM (11.1 MI) SOUTHERLY ALONG U.S. HIGHWAY 666 FROM ITS JUNCTION
 GO0185'WITH STATE HIGHWAY 504 IN SHIPROCK, 5.9 KM (3.65 MI) SOUTH OF THE
 GO0185'INTERSECTION OF REDROCK HIGHWAY, 0.3 KM (0.2 MI) SOUTH OF THE CENTER
 GO0185'OF A ROAD SIDE PARK, 47.5 METERS (156.0 FT) NORTH OF THE CENTER OF A
 GO0185'UTILITY LINE CROSSING, 30.3 METERS (99.4 FT) EAST OF THE CENTERLINE OF
 GO0185'THE HIGHWAY, AND 22.0 METERS (72.2 FT) NORTH OF THE CENTER OF A CATTLE
 GO0185'GUARD AND DIRT ROAD LEADING EAST.  NOTE=ACCESS TO THE DATUM POINT IS
 GO0185'THROUGH A 5-INCH LOGO CAP.
 GO0185'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST AND FENCE
 GO0185'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0428 ***********************************************************************
 FP0428  DESIGNATION -  C 435
 FP0428  PID         -  FP0428
 FP0428  STATE/COUNTY-  NM/MCKINLEY
 FP0428  USGS QUAD   -  TWIN LAKES (1979)
 FP0428
 FP0428                         *CURRENT SURVEY CONTROL
 FP0428  ___________________________________________________________________
 FP0428* NAD 83(1986)-  35 42 54.     (N)    108 46 25.     (W)     SCALED    
 FP0428* NAVD 88     -      1937.062  (meters)    6355.18   (feet)  ADJUSTED  
 FP0428  ___________________________________________________________________
 FP0428  GEOID HEIGHT-         -20.91  (meters)                     GEOID03
 FP0428  DYNAMIC HT  -        1934.420 (meters)    6346.51  (feet)  COMP
 FP0428  MODELED GRAV-     979,200.4   (mgal)                       NAVD 88
 FP0428
 FP0428  VERT ORDER  -  FIRST     CLASS II
 FP0428
 FP0428.The horizontal coordinates were scaled from a topographic map and have
 FP0428.an estimated accuracy of +/- 6 seconds.
 FP0428
 FP0428.The orthometric height was determined by differential leveling
 FP0428.and adjusted by the National Geodetic Survey in June 1991..
 FP0428
 FP0428.The geoid height was determined by GEOID03.
 FP0428
 FP0428.The dynamic height is computed by dividing the NAVD 88
 FP0428.geopotential number by the normal gravity value computed on the
 FP0428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0428.degrees latitude (g = 980.6199 gals.).
 FP0428
 FP0428.The modeled gravity was interpolated from observed gravity values.
 FP0428
 FP0428;                    North         East    Units  Estimated Accuracy
 FP0428;SPC NM W     -   523,310.      744,920.      MT  (+/- 180 meters Scaled)
 FP0428
 FP0428                          SUPERSEDED SURVEY CONTROL
 FP0428
 FP0428.No superseded survey control is available for this station.
 FP0428
 FP0428_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYE013546(NAD 83)
 FP0428_MARKER: DB = BENCH MARK DISK
 FP0428_SETTING: 66 = SET IN ROCK OUTCROP
 FP0428_SP_SET: ROCK OUTCROP
 FP0428_STAMPING: C 435 1984
 FP0428_MARK LOGO: NGS   
 FP0428_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FP0428+STABILITY: POSITION/ELEVATION WELL
 FP0428
 FP0428  HISTORY     - Date     Condition        Report By
 FP0428  HISTORY     - 1984     MONUMENTED       NGS
 FP0428
 FP0428                          STATION DESCRIPTION
 FP0428
 FP0428'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FP0428'21.8 KM (13.55 MI) NORT FROM GALLUP.
 FP0428'21.8 KM (13.55 MI) NORTHERLY ALONG U.S. HIGHWAY 666 FROM ITS JUNCTION
 FP0428'WITH INTERSTATE HIGHWAY 40 IN GALLUP, IN THE CENTER OF THE SOUTHERN
 FP0428'1/3 OF A 4- BY 40-FOOT EXPOSED AREA OF BEDROCK IN A HIGHWAY CUT,
 FP0428'2.6 KM (1.6 MI) SOUTH OF THE INTERSECTION OF COUNTY ROAD 9 LEADING
 FP0428'EAST, 128.3 METERS (420.9 FT) NORTH OF THE CENTER OF A CATTLE GURAD
 FP0428'AND PRIVATE DRIVE LEADING SOUTHWEST AND THE SOUTH END OF A HIGHWAY
 FP0428'CUT, 9.2 METERS (30.2 FT) EAST OF A FENCE, AND 4.3 METERS (14.1 FT)
 FP0428'NORTH OF THE SOUTH EDGE OF THE CUT.
 FP0428'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 FP0428'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GO0154 ***********************************************************************
 GO0154  DESIGNATION -  C 436
 GO0154  PID         -  GO0154
 GO0154  STATE/COUNTY-  NM/SAN JUAN
 GO0154  USGS QUAD   -  NASCHITTI (1966)
 GO0154
 GO0154                         *CURRENT SURVEY CONTROL
 GO0154  ___________________________________________________________________
 GO0154* NAD 83(1986)-  36 03 24.     (N)    108 40 44.     (W)     SCALED    
 GO0154* NAVD 88     -      1780.912  (meters)    5842.88   (feet)  ADJUSTED  
 GO0154  ___________________________________________________________________
 GO0154  GEOID HEIGHT-         -20.76  (meters)                     GEOID03
 GO0154  DYNAMIC HT  -        1778.571 (meters)    5835.19  (feet)  COMP
 GO0154  MODELED GRAV-     979,255.3   (mgal)                       NAVD 88
 GO0154
 GO0154  VERT ORDER  -  FIRST     CLASS II
 GO0154
 GO0154.The horizontal coordinates were scaled from a topographic map and have
 GO0154.an estimated accuracy of +/- 6 seconds.
 GO0154
 GO0154.The orthometric height was determined by differential leveling
 GO0154.and adjusted by the National Geodetic Survey in June 1991..
 GO0154
 GO0154.The geoid height was determined by GEOID03.
 GO0154
 GO0154.The dynamic height is computed by dividing the NAVD 88
 GO0154.geopotential number by the normal gravity value computed on the
 GO0154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GO0154.degrees latitude (g = 980.6199 gals.).
 GO0154
 GO0154.The modeled gravity was interpolated from observed gravity values.
 GO0154
 GO0154;                    North         East    Units  Estimated Accuracy
 GO0154;SPC NM W     -   561,140.      753,820.      MT  (+/- 180 meters Scaled)
 GO0154
 GO0154                          SUPERSEDED SURVEY CONTROL
 GO0154
 GO0154.No superseded survey control is available for this station.
 GO0154
 GO0154_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYE090927(NAD 83)
 GO0154_MARKER: DB = BENCH MARK DISK
 GO0154_SETTING: 66 = SET IN ROCK OUTCROP
 GO0154_SP_SET: ROCK OUTCROP
 GO0154_STAMPING: C 436 1984
 GO0154_MARK LOGO: NGS   
 GO0154_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GO0154+STABILITY: POSITION/ELEVATION WELL
 GO0154
 GO0154  HISTORY     - Date     Condition        Report By
 GO0154  HISTORY     - 1984     MONUMENTED       NGS
 GO0154
 GO0154                          STATION DESCRIPTION
 GO0154
 GO0154'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 GO0154'65.7 KM (40.8 MI) NORTH FROM GALLUP.
 GO0154'65.7 KM (40.8 MI) NORTHERLY ALONG U.S. HIGHWAY 666 FROM ITS JUNCTION
 GO0154'WITH INTERSTATE HIGHWAY 40 IN GALLUP, IN THE CENTER OF THE NORTHEAST
 GO0154'END OF A 4- BY 6-FOOT EXPOSED AREA OF BEDROCK IN A HIGHWAY CUT,
 GO0154'10.2 KM (6.35 MI) SOUTH OF THE INTERSECTION OF STATE HIGHWAY 134,
 GO0154'61.2 METERS (201.0 FT) NORTH OF THE SOUTH END OF THE CUT, 42.4 METERS
 GO0154'(139.1 FT) SOUTHWEST OF A UTILITY POLE, 19.8 METERS (65.0 FT) EAST OF
 GO0154'THE CENTERLINE OF THE HIGHWAY, 9.8 METERS (32.2 FT) WEST OF A FENCE,
 GO0154'0.9 METER (3.0 FT) WEST OF THE EAST EDGE OF THE OUTCROP, AND 0.3 METER
 GO0154'(1.0 FT) WEST OF THE EAST EDGE OF THE CUT.
 GO0154'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 GO0154'THE MARK IS 1.8 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0568 ***********************************************************************
 GM0568  DESIGNATION -  C 437
 GM0568  PID         -  GM0568
 GM0568  STATE/COUNTY-  NM/TAOS
 GM0568  USGS QUAD   -  TAOS JUNCTION (1995)
 GM0568
 GM0568                         *CURRENT SURVEY CONTROL
 GM0568  ___________________________________________________________________
 GM0568* NAD 83(1986)-  36 20 40.     (N)    105 53 51.     (W)     SCALED    
 GM0568* NAVD 88     -      2216.848  (meters)    7273.11   (feet)  ADJUSTED  
 GM0568  ___________________________________________________________________
 GM0568  GEOID HEIGHT-         -18.20  (meters)                     GEOID03
 GM0568  DYNAMIC HT  -        2213.779 (meters)    7263.04  (feet)  COMP
 GM0568  MODELED GRAV-     979,168.5   (mgal)                       NAVD 88
 GM0568
 GM0568  VERT ORDER  -  FIRST     CLASS II
 GM0568
 GM0568.The horizontal coordinates were scaled from a topographic map and have
 GM0568.an estimated accuracy of +/- 6 seconds.
 GM0568
 GM0568.The orthometric height was determined by differential leveling
 GM0568.and adjusted by the National Geodetic Survey in June 1991..
 GM0568
 GM0568.The geoid height was determined by GEOID03.
 GM0568
 GM0568.The dynamic height is computed by dividing the NAVD 88
 GM0568.geopotential number by the normal gravity value computed on the
 GM0568.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GM0568.degrees latitude (g = 980.6199 gals.).
 GM0568
 GM0568.The modeled gravity was interpolated from observed gravity values.
 GM0568
 GM0568;                    North         East    Units  Estimated Accuracy
 GM0568;SPC NM C     -   592,790.      531,640.      MT  (+/- 180 meters Scaled)
 GM0568
 GM0568                          SUPERSEDED SURVEY CONTROL
 GM0568
 GM0568.No superseded survey control is available for this station.
 GM0568
 GM0568_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDA194225(NAD 83)
 GM0568_MARKER: DB = BENCH MARK DISK
 GM0568_SETTING: 66 = SET IN ROCK OUTCROP
 GM0568_SP_SET: ROCK OUTCROP
 GM0568_STAMPING: C 437 1984
 GM0568_MARK LOGO: NGS   
 GM0568_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GM0568+STABILITY: POSITION/ELEVATION WELL
 GM0568_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GM0568+SATELLITE: SATELLITE OBSERVATIONS - September 29, 2004
 GM0568
 GM0568  HISTORY     - Date     Condition        Report By
 GM0568  HISTORY     - 1984     MONUMENTED       NGS
 GM0568  HISTORY     - 1984     GOOD             NGS
 GM0568  HISTORY     - 20040929 GOOD             GEOCAC
 GM0568
 GM0568                          STATION DESCRIPTION
 GM0568
 GM0568'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 GM0568'1.9 KM (1.2 MI) SOUTH FROM TAOS JUNCTION.
 GM0568'1.9 KM (1.2 MI) SOUTHERLY ALONG U.S. HIGHWAY 285 FROM ITS JUNCTION
 GM0568'WITH STATE HIGHWAY 96 IN TAOS JUNCTION, IN A 4 BY 10 FOOT EXPOSED AREA
 GM0568'OF OUTCROPPING BEDROCK NEAR THE CENTER OF A HIGHWAY CUT, 0.7 KM (0.45
 GM0568'MI) NORTHEAST OF MILEPOST 362, 53.9 M (177.0 FT) NORTHEAST OF THE
 GM0568'SOUTHWEST END OF THE HIGHWAY CUT, 11.4 M (37.4 FT) NORTHWEST OF THE
 GM0568'CENTERLINE OF THE HIGHWAY, 0.5 M (1.6 FT) NORTHWEST OF THE SOUTHEAST
 GM0568'EDGE AND 0.3 M (1.0 FT) NORTHEAST OF THE SOUTHWEST EDGE OF THE
 GM0568'OUTCROP.
 GM0568'THE MARK IS 1.3 METERS  SW FROM  A WITNESS POST
 GM0568'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
 GM0568
 GM0568                          STATION RECOVERY (1984)
 GM0568
 GM0568'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GM0568'RECOVERED IN GOOD CONDITION.
 GM0568
 GM0568                          STATION RECOVERY (2004)
 GM0568
 GM0568'RECOVERY NOTE BY GEOCACHING 2004 (TWS)
 GM0568'RECOVERED IN GOOD CONDITION.  HANDHELD GPS COORDINATES N36 20 41.1,
 GM0568'W105 53 49.6.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0869 ***********************************************************************
 FO0869  DESIGNATION -  C 438
 FO0869  PID         -  FO0869
 FO0869  STATE/COUNTY-  NM/BERNALILLO
 FO0869  USGS QUAD   -  LOS GRIEGOS (1990)
 FO0869
 FO0869                         *CURRENT SURVEY CONTROL
 FO0869  ___________________________________________________________________
 FO0869* NAD 83(1986)-  35 07 43.     (N)    106 38 07.     (W)     SCALED    
 FO0869* NAVD 88     -      1517.784  (meters)    4979.60   (feet)  ADJUSTED  
 FO0869  ___________________________________________________________________
 FO0869  GEOID HEIGHT-         -21.24  (meters)                     GEOID03
 FO0869  DYNAMIC HT  -        1515.712 (meters)    4972.80  (feet)  COMP
 FO0869  MODELED GRAV-     979,216.4   (mgal)                       NAVD 88
 FO0869
 FO0869  VERT ORDER  -  FIRST     CLASS II
 FO0869
 FO0869.The horizontal coordinates were scaled from a topographic map and have
 FO0869.an estimated accuracy of +/- 6 seconds.
 FO0869
 FO0869.The orthometric height was determined by differential leveling
 FO0869.and adjusted by the National Geodetic Survey in June 1991..
 FO0869
 FO0869.The geoid height was determined by GEOID03.
 FO0869
 FO0869.The dynamic height is computed by dividing the NAVD 88
 FO0869.geopotential number by the normal gravity value computed on the
 FO0869.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0869.degrees latitude (g = 980.6199 gals.).
 FO0869
 FO0869.The modeled gravity was interpolated from observed gravity values.
 FO0869
 FO0869;                    North         East    Units  Estimated Accuracy
 FO0869;SPC NM C     -   457,910.      464,890.      MT  (+/- 180 meters Scaled)
 FO0869
 FO0869                          SUPERSEDED SURVEY CONTROL
 FO0869
 FO0869  NGVD 29 (??/??/92) 1516.962  (m)         4976.90   (f) ADJ UNCH    1 2
 FO0869
 FO0869.Superseded values are not recommended for survey control.
 FO0869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0869.See file dsdata.txt to determine how the superseded data were derived.
 FO0869
 FO0869_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU510885(NAD 83)
 FO0869_MARKER: I = METAL ROD
 FO0869_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FO0869_SP_SET: STAINLESS STEEL ROD
 FO0869_STAMPING: C 438 1984
 FO0869_MARK LOGO: NGS   
 FO0869_PROJECTION: RECESSED 5 CENTIMETERS
 FO0869_MAGNETIC: I = MARKER IS A STEEL ROD
 FO0869_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FO0869_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FO0869+SATELLITE: SATELLITE OBSERVATIONS - October 12, 1994
 FO0869_ROD/PIPE-DEPTH: 11.6 meters
 FO0869
 FO0869  HISTORY     - Date     Condition        Report By
 FO0869  HISTORY     - 1984     MONUMENTED       NGS
 FO0869  HISTORY     - 19941012 GOOD             NGS
 FO0869  HISTORY     - 20050115 MARK NOT FOUND   GEOCAC
 FO0869
 FO0869                          STATION DESCRIPTION
 FO0869
 FO0869'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FO0869'IN ALBUQUERQUE.
 FO0869'IN ALBUQUERQUE, AT THE JUNCTION OF THE ATCHISON TOPEKA AND SANTA FE
 FO0869'RAILROAD AND GRIEGOS ROAD, 8.8 M (28.9 FT) EAST OF THE NEAR RAIL, 7.6
 FO0869'M (24.9 FT) NORTH OF THE CENTERLINE OF THE ROAD, AND 1.3 M (4.3 FT)
 FO0869'WEST OF THE EAST END OF A GUARD RAIL.  NOTE=ACCESS TO THE DATUM POINT
 FO0869'IS THROUGH A 5-INCH LOGO CAP.
 FO0869'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 FO0869'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
 FO0869
 FO0869                          STATION RECOVERY (1994)
 FO0869
 FO0869'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 FO0869'IN ALBUQUERQUE, AT THE INTERSECTION OF THE SANTA FE RAILROAD AND
 FO0869'GREIGOS ROAD, 8.6 M (28.2 FT) EAST OF THE NEAR RAIL, 7.7 M (25.3 FT)
 FO0869'NORTHEAST OF THE ROAD CENTERLINE, 4.8 M (15.7 FT) WEST OF A UTILITY
 FO0869'POLE WITH A GUY CABLE, 3.1 M (10.2 FT) SOUTHEAST OF A CROSSING SIGNAL
 FO0869'POST, 0.4 M (1.3 FT) SOUTH OF A WITNESS POST AND FENCE, AND 0.2 M (0.7
 FO0869'FT) ABOVE THE LEVEL OF THE ROAD.  NOTE--ACCESS TO THE DATUM POINT IS
 FO0869'THROUGH A 5-INCH LOGO CAP.
 FO0869
 FO0869                          STATION RECOVERY (2005)
 FO0869
 FO0869'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 FO0869'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0900 ***********************************************************************
 FO0900  DESIGNATION -  C 439
 FO0900  PID         -  FO0900
 FO0900  STATE/COUNTY-  NM/SANTA FE
 FO0900  USGS QUAD   -  AGUA FRIA (1993)
 FO0900
 FO0900                         *CURRENT SURVEY CONTROL
 FO0900  ___________________________________________________________________
 FO0900* NAD 83(1986)-  35 38 57.     (N)    106 00 07.     (W)     SCALED    
 FO0900* NAVD 88     -      2026.237  (meters)    6647.75   (feet)  ADJUSTED  
 FO0900  ___________________________________________________________________
 FO0900  GEOID HEIGHT-         -18.88  (meters)                     GEOID03
 FO0900  DYNAMIC HT  -        2023.417 (meters)    6638.49  (feet)  COMP
 FO0900  MODELED GRAV-     979,169.4   (mgal)                       NAVD 88
 FO0900
 FO0900  VERT ORDER  -  FIRST     CLASS II
 FO0900
 FO0900.The horizontal coordinates were scaled from a topographic map and have
 FO0900.an estimated accuracy of +/- 6 seconds.
 FO0900
 FO0900.The orthometric height was determined by differential leveling
 FO0900.and adjusted by the National Geodetic Survey in June 1991..
 FO0900
 FO0900.The geoid height was determined by GEOID03.
 FO0900
 FO0900.The dynamic height is computed by dividing the NAVD 88
 FO0900.geopotential number by the normal gravity value computed on the
 FO0900.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0900.degrees latitude (g = 980.6199 gals.).
 FO0900
 FO0900.The modeled gravity was interpolated from observed gravity values.
 FO0900
 FO0900;                    North         East    Units  Estimated Accuracy
 FO0900;SPC NM C     -   515,620.      522,460.      MT  (+/- 180 meters Scaled)
 FO0900
 FO0900                          SUPERSEDED SURVEY CONTROL
 FO0900
 FO0900.No superseded survey control is available for this station.
 FO0900
 FO0900_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV092454(NAD 83)
 FO0900_MARKER: I = METAL ROD
 FO0900_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FO0900_SP_SET: STAINLESS STEEL ROD
 FO0900_STAMPING: C 439 1984
 FO0900_MARK LOGO: NGS   
 FO0900_PROJECTION: FLUSH
 FO0900_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FO0900_ROD/PIPE-DEPTH: 5.5  meters
 FO0900
 FO0900  HISTORY     - Date     Condition        Report By
 FO0900  HISTORY     - 1984     MONUMENTED       NGS
 FO0900
 FO0900                          STATION DESCRIPTION
 FO0900
 FO0900'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FO0900'5.5 KM (3.4 MI) SW FROM SANTA FE.
 FO0900'5.5 KM (3.4 MI) SOUTHWEST ALONG U.S. HIGHWAY 85 (CERRILLOS ROAD) FROM
 FO0900'ITS JUNCTION WITH U.S. HIGHWAY 285 (ST. FRANCIS DRIVE) IN SANTA FE,
 FO0900'17.0 M (55.8 FT) NORTHWEST OF THE CENTER OF THE SOUTH BOUND LANES OF
 FO0900'THE HIGHWAY, AND 0.7 M (2.3 FT) NORTHWEST OF A UTILITY POLE.
 FO0900'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 FO0900'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST
 FO0900'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0910 ***********************************************************************
 FO0910  DESIGNATION -  C 440
 FO0910  PID         -  FO0910
 FO0910  STATE/COUNTY-  NM/SANTA FE
 FO0910  USGS QUAD   -  ESPANOLA (1984)
 FO0910
 FO0910                         *CURRENT SURVEY CONTROL
 FO0910  ___________________________________________________________________
 FO0910* NAD 83(1986)-  35 59 11.     (N)    106 03 27.     (W)     SCALED    
 FO0910* NAVD 88     -      1721.183  (meters)    5646.91   (feet)  ADJUSTED  
 FO0910  ___________________________________________________________________
 FO0910  GEOID HEIGHT-         -19.04  (meters)                     GEOID03
 FO0910  DYNAMIC HT  -        1718.886 (meters)    5639.38  (feet)  COMP
 FO0910  MODELED GRAV-     979,238.2   (mgal)                       NAVD 88
 FO0910
 FO0910  VERT ORDER  -  FIRST     CLASS II
 FO0910
 FO0910.The horizontal coordinates were scaled from a topographic map and have
 FO0910.an estimated accuracy of +/- 6 seconds.
 FO0910
 FO0910.The orthometric height was determined by differential leveling
 FO0910.and adjusted by the National Geodetic Survey in June 1991..
 FO0910
 FO0910.The geoid height was determined by GEOID03.
 FO0910
 FO0910.The dynamic height is computed by dividing the NAVD 88
 FO0910.geopotential number by the normal gravity value computed on the
 FO0910.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0910.degrees latitude (g = 980.6199 gals.).
 FO0910
 FO0910.The modeled gravity was interpolated from observed gravity values.
 FO0910
 FO0910;                    North         East    Units  Estimated Accuracy
 FO0910;SPC NM C     -   553,020.      517,360.      MT  (+/- 180 meters Scaled)
 FO0910
 FO0910                          SUPERSEDED SURVEY CONTROL
 FO0910
 FO0910.No superseded survey control is available for this station.
 FO0910
 FO0910_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV046829(NAD 83)
 FO0910_MARKER: I = METAL ROD
 FO0910_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FO0910+WITH SETTING: INFORMATION.
 FO0910_SP_SET: SHALLOW-SET METAL ROD
 FO0910_STAMPING: C 440 1984
 FO0910_MARK LOGO: NGS   
 FO0910_PROJECTION: FLUSH
 FO0910_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FO0910_ROD/PIPE-DEPTH: 2.2  meters
 FO0910
 FO0910  HISTORY     - Date     Condition        Report By
 FO0910  HISTORY     - 1984     MONUMENTED       NGS
 FO0910
 FO0910                          STATION DESCRIPTION
 FO0910
 FO0910'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FO0910'1.2 KM (0.75 MI) SE FROM ESPANOLA.
 FO0910'1.2 KM (0.75 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 285 FROM ITS
 FO0910'JUNCTION WITH STATE HIGHWAY 68 IN ESPANOLA, 73.8 M (242.1 FT)
 FO0910'SOUTHEAST OF THE CENTER OF UPPER SAN PEDRO STREET, 26.4 M (86.6 FT)
 FO0910'SOUTH OF THE CENTERLINE OF THE SOUTH BOUND LANES OF THE HIGHWAY, 20.1
 FO0910'M (65.9 FT) SOUTH-SOUTHEAST OF THE NORTHEAST CORNER OF A BUILDING, 5.4
 FO0910'M (17.7 FT) WEST-SOUTHWEST OF A FENCE CORNER, AND 0.6 M (2.0 FT) EAST
 FO0910'OF A UTILITY POLE.  NOTE=REFUSAL WAS REACHED AT 7.2 FT.  ACCESS TO THE
 FO0910'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 FO0910'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 FO0910'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0617 ***********************************************************************
 GM0617  DESIGNATION -  C 441
 GM0617  PID         -  GM0617
 GM0617  STATE/COUNTY-  NM/TAOS
 GM0617  USGS QUAD   -  TAOS JUNCTION (1995)
 GM0617
 GM0617                         *CURRENT SURVEY CONTROL
 GM0617  ___________________________________________________________________
 GM0617* NAD 83(1986)-  36 20 14.     (N)    105 56 07.     (W)     SCALED    
 GM0617* NAVD 88     -      2084.297  (meters)    6838.23   (feet)  ADJUSTED  
 GM0617  ___________________________________________________________________
 GM0617  GEOID HEIGHT-         -18.23  (meters)                     GEOID03
 GM0617  DYNAMIC HT  -        2081.458 (meters)    6828.92  (feet)  COMP
 GM0617  MODELED GRAV-     979,196.0   (mgal)                       NAVD 88
 GM0617
 GM0617  VERT ORDER  -  FIRST     CLASS II
 GM0617
 GM0617.The horizontal coordinates were scaled from a topographic map and have
 GM0617.an estimated accuracy of +/- 6 seconds.
 GM0617
 GM0617.The orthometric height was determined by differential leveling
 GM0617.and adjusted by the National Geodetic Survey in June 1991..
 GM0617
 GM0617.The geoid height was determined by GEOID03.
 GM0617
 GM0617.The dynamic height is computed by dividing the NAVD 88
 GM0617.geopotential number by the normal gravity value computed on the
 GM0617.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GM0617.degrees latitude (g = 980.6199 gals.).
 GM0617
 GM0617.The modeled gravity was interpolated from observed gravity values.
 GM0617
 GM0617;                    North         East    Units  Estimated Accuracy
 GM0617;SPC NM C     -   591,970.      528,250.      MT  (+/- 180 meters Scaled)
 GM0617
 GM0617                          SUPERSEDED SURVEY CONTROL
 GM0617
 GM0617.No superseded survey control is available for this station.
 GM0617
 GM0617_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDA160217(NAD 83)
 GM0617_MARKER: I = METAL ROD
 GM0617_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GM0617_SP_SET: STAINLESS STEEL ROD
 GM0617_STAMPING: C 441 1984
 GM0617_MARK LOGO: NGS   
 GM0617_PROJECTION: FLUSH
 GM0617_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GM0617_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GM0617+SATELLITE: SATELLITE OBSERVATIONS - September 29, 2004
 GM0617_ROD/PIPE-DEPTH: 11.9 meters
 GM0617
 GM0617  HISTORY     - Date     Condition        Report By
 GM0617  HISTORY     - 1984     MONUMENTED       NGS
 GM0617  HISTORY     - 20040929 GOOD             GEOCAC
 GM0617
 GM0617                          STATION DESCRIPTION
 GM0617
 GM0617'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 GM0617'5.4 KM (3.35 MI) SOUTH FROM TAOS JUNCTION.
 GM0617'5.4 KM (3.35 MI) SOUTHERLY ALONG U.S. HIGHWAY 285 FROM ITS JUNCTION
 GM0617'WITH STATE HIGHWAY 96 IN TAOS JUNCTION, 0.4 KM (0.25 MI) EAST OF
 GM0617'MILEPOST 360, 30.3 M (99.4 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY,
 GM0617'AND 23.2 M (76.1 FT) NORTH OF THE NORTHWEST END OF A METAL CULVERT.
 GM0617'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 GM0617'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST AND FENCE
 GM0617'THE MARK IS 0.9 M BELOW THE HIGHWAY.
 GM0617
 GM0617                          STATION RECOVERY (2004)
 GM0617
 GM0617'RECOVERY NOTE BY GEOCACHING 2004 (TWS)
 GM0617'RECOVERED IN GOOD CONDITION.  HANDHELD GPS COORDINATES N36 20 14.8,
 GM0617'W105 56 07.1.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0610 ***********************************************************************
 GM0610  DESIGNATION -  C 442
 GM0610  PID         -  GM0610
 GM0610  STATE/COUNTY-  NM/TAOS
 GM0610  USGS QUAD   -  PINABETOSO PEAKS (1963)
 GM0610
 GM0610                         *CURRENT SURVEY CONTROL
 GM0610  ___________________________________________________________________
 GM0610* NAD 83(1986)-  36 57 18.     (N)    105 59 29.     (W)     SCALED    
 GM0610* NAVD 88     -      2483.642  (meters)    8148.42   (feet)  ADJUSTED  
 GM0610  ___________________________________________________________________
 GM0610  GEOID HEIGHT-         -16.52  (meters)                     GEOID03
 GM0610  DYNAMIC HT  -        2480.255 (meters)    8137.30  (feet)  COMP
 GM0610  MODELED GRAV-     979,177.6   (mgal)                       NAVD 88
 GM0610
 GM0610  VERT ORDER  -  FIRST     CLASS II
 GM0610
 GM0610.The horizontal coordinates were scaled from a topographic map and have
 GM0610.an estimated accuracy of +/- 6 seconds.
 GM0610
 GM0610.The orthometric height was determined by differential leveling
 GM0610.and adjusted by the National Geodetic Survey in June 1991..
 GM0610
 GM0610.The geoid height was determined by GEOID03.
 GM0610
 GM0610.The dynamic height is computed by dividing the NAVD 88
 GM0610.geopotential number by the normal gravity value computed on the
 GM0610.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GM0610.degrees latitude (g = 980.6199 gals.).
 GM0610
 GM0610.The modeled gravity was interpolated from observed gravity values.
 GM0610
 GM0610;                    North         East    Units  Estimated Accuracy
 GM0610;SPC NM C     -   660,510.      523,030.      MT  (+/- 180 meters Scaled)
 GM0610
 GM0610                          SUPERSEDED SURVEY CONTROL
 GM0610
 GM0610.No superseded survey control is available for this station.
 GM0610
 GM0610_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDA117903(NAD 83)
 GM0610_MARKER: DB = BENCH MARK DISK
 GM0610_SETTING: 66 = SET IN ROCK OUTCROP
 GM0610_SP_SET: ROCK OUTCROP
 GM0610_STAMPING: C 442 1984
 GM0610_MARK LOGO: NGS   
 GM0610_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GM0610_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GM0610+SATELLITE: SATELLITE OBSERVATIONS - September 25, 2004
 GM0610
 GM0610  HISTORY     - Date     Condition        Report By
 GM0610  HISTORY     - 1984     MONUMENTED       NGS
 GM0610  HISTORY     - 20040925 GOOD             GEOCAC
 GM0610
 GM0610                          STATION DESCRIPTION
 GM0610
 GM0610'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 GM0610'13.8 KM (8.6 MI) SOUTH FROM ANTONITO CO.
 GM0610'13.8 KM (8.6 MI) SOUTHERLY ALONG U.S. HIGHWAY 285 FROM THE POST OFFICE
 GM0610'IN ANTONITO, NEAR THE CENTER OF A 3 BY 3 FOOT EXPOSED AREA OF
 GM0610'OUTCROPPING BEDROCK, 1.3 KM (0.8 MI) SOUTH OF MILEPOST 407, 51.5 M
 GM0610'(169.0 FT) SOUTH OF THE NORTH END OF A HIGHWAY CUT, 47.5 M (155.8 FT)
 GM0610'SOUTH OF A UTILITY POLE, 34.8 M (114.2 FT) NORTH OF THE SOUTH END OF
 GM0610'THE HIGHWAY CUT, AND 22.0 M (72.2 FT) EAST OF THE CENTERLINE OF THE
 GM0610'HIGHWAY, AND 8.3 M (27.2 FT) WEST OF A FENCE.
 GM0610'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 GM0610'THE MARK IS 1.9 M ABOVE THE HIGHWAY.
 GM0610
 GM0610                          STATION RECOVERY (2004)
 GM0610
 GM0610'RECOVERY NOTE BY GEOCACHING 2004 (TWS)
 GM0610'RECOVERED IN GOOD CONDITION.  HANDHELD GPS COORDINATES N36 57 18.4,
 GM0610'W105 59 28.8.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1411 ***********************************************************************
 CX1411  DESIGNATION -  C 443
 CX1411  PID         -  CX1411
 CX1411  STATE/COUNTY-  NM/OTERO
 CX1411  USGS QUAD   -  OROGRANDE SOUTH (1955)
 CX1411
 CX1411                         *CURRENT SURVEY CONTROL
 CX1411  ___________________________________________________________________
 CX1411* NAD 83(1986)-  32 21 42.     (N)    106 05 21.     (W)     SCALED    
 CX1411* NAVD 88     -      1266.210  (meters)    4154.22   (feet)  ADJUSTED  
 CX1411  ___________________________________________________________________
 CX1411  GEOID HEIGHT-         -23.01  (meters)                     GEOID03
 CX1411  DYNAMIC HT  -        1264.341 (meters)    4148.09  (feet)  COMP
 CX1411  MODELED GRAV-     979,119.0   (mgal)                       NAVD 88
 CX1411
 CX1411  VERT ORDER  -  FIRST     CLASS I
 CX1411
 CX1411.The horizontal coordinates were scaled from a topographic map and have
 CX1411.an estimated accuracy of +/- 6 seconds.
 CX1411
 CX1411.The orthometric height was determined by differential leveling
 CX1411.and adjusted by the National Geodetic Survey in June 1991..
 CX1411
 CX1411.The geoid height was determined by GEOID03.
 CX1411
 CX1411.The dynamic height is computed by dividing the NAVD 88
 CX1411.geopotential number by the normal gravity value computed on the
 CX1411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX1411.degrees latitude (g = 980.6199 gals.).
 CX1411
 CX1411.The modeled gravity was interpolated from observed gravity values.
 CX1411
 CX1411;                    North         East    Units  Estimated Accuracy
 CX1411;SPC NM C     -   150,980.      515,140.      MT  (+/- 180 meters Scaled)
 CX1411
 CX1411                          SUPERSEDED SURVEY CONTROL
 CX1411
 CX1411.No superseded survey control is available for this station.
 CX1411
 CX1411_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR975810(NAD 83)
 CX1411_MARKER: I = METAL ROD
 CX1411_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CX1411_SP_SET: STAINLESS STEEL ROD
 CX1411_STAMPING: C 443 1986
 CX1411_MARK LOGO: NGS   
 CX1411_PROJECTION: FLUSH
 CX1411_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CX1411_ROD/PIPE-DEPTH: 7.3  meters
 CX1411
 CX1411  HISTORY     - Date     Condition        Report By
 CX1411  HISTORY     - 1986     MONUMENTED       NGS
 CX1411
 CX1411                          STATION DESCRIPTION
 CX1411
 CX1411'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 CX1411'2.7 KM (1.7 MI) SOUTH FROM OROGRANDE.
 CX1411'0.9 KM (0.55 MI) SOUTH ALONG US HGIHWAY 54 FROM THE POST OFFICE IN
 CX1411'OROGRANDE, THENCE 0.6 KM (0.4 MI) EAST ALONG A PAVED ROAD TO A
 CX1411'RAILROAD CROSSING, THENCE 0.2 KM (0.1 MI) SOUTHEAST TO A SIDE ROAD
 CX1411'RIGHT, THENCE 0.6 KM (0.4 MI) SOUTH TO A FORK, THENCE 0.4 KM (0.25 MI)
 CX1411'SOUTHEAST ON THE LEFT FORK, 100.0 METERS (328 FT) SOUTH OF THE CENTER
 CX1411'OF THE JUNCTION OF THE ROAD AND TELEPHONE LINES AND 13.1 METERS (43
 CX1411'FT) EAST OF THE CENTER OF THE DIRT ROAD.  NOTE--ACCESS TO DATUM POINT
 CX1411'IS HAD THROUGH A 5-INCH LOGO CAP.
 CX1411'THE MARK IS 1.2 METERS  S FROM  A WITNESS POST
 CX1411'THE MARK IS 0.9 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0082 ***********************************************************************
 ER0082  DESIGNATION -  C 45
 ER0082  PID         -  ER0082
 ER0082  STATE/COUNTY-  NM/CATRON
 ER0082  USGS QUAD   -  TEJANA MESA (1972)
 ER0082
 ER0082                         *CURRENT SURVEY CONTROL
 ER0082  ___________________________________________________________________
 ER0082* NAD 83(1986)-  34 22 37.     (N)    108 33 08.     (W)     SCALED    
 ER0082* NAVD 88     -      2067.006  (meters)    6781.50   (feet)  ADJUSTED  
 ER0082  ___________________________________________________________________
 ER0082  GEOID HEIGHT-         -21.57  (meters)                     GEOID03
 ER0082  DYNAMIC HT  -        2063.840 (meters)    6771.12  (feet)  COMP
 ER0082  MODELED GRAV-     979,029.8   (mgal)                       NAVD 88
 ER0082
 ER0082  VERT ORDER  -  SECOND    CLASS 0
 ER0082
 ER0082.The horizontal coordinates were scaled from a topographic map and have
 ER0082.an estimated accuracy of +/- 6 seconds.
 ER0082
 ER0082.The orthometric height was determined by differential leveling
 ER0082.and adjusted by the National Geodetic Survey in June 1991..
 ER0082
 ER0082.The geoid height was determined by GEOID03.
 ER0082
 ER0082.The dynamic height is computed by dividing the NAVD 88
 ER0082.geopotential number by the normal gravity value computed on the
 ER0082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0082.degrees latitude (g = 980.6199 gals.).
 ER0082
 ER0082.The modeled gravity was interpolated from observed gravity values.
 ER0082
 ER0082;                    North         East    Units  Estimated Accuracy
 ER0082;SPC NM W     -   374,700.      763,890.      MT  (+/- 180 meters Scaled)
 ER0082
 ER0082                          SUPERSEDED SURVEY CONTROL
 ER0082
 ER0082  NGVD 29 (??/??/92) 2066.066  (m)         6778.42   (f) ADJ UNCH    2 0
 ER0082
 ER0082.Superseded values are not recommended for survey control.
 ER0082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0082.See file dsdata.txt to determine how the superseded data were derived.
 ER0082
 ER0082_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYD250066(NAD 83)
 ER0082_MARKER: DB = BENCH MARK DISK
 ER0082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ER0082_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ER0082_STAMPING: C 45 1934
 ER0082_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0082+STABILITY: SURFACE MOTION
 ER0082
 ER0082  HISTORY     - Date     Condition        Report By
 ER0082  HISTORY     - 1934     MONUMENTED       CGS
 ER0082  HISTORY     - 1972     MARK NOT FOUND   NGS
 ER0082
 ER0082                          STATION DESCRIPTION
 ER0082
 ER0082'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ER0082'4.8 MI NW FROM QUEMADO.
 ER0082'4.8 MILES NORTHWEST ALONG THE ATARQUE QUEMADO HWY.  ON ATARQUE QUEMADO
 ER0082'HWY., 30 FT. WEST OF CENTER LINE OF HWY., AND 3 FT. EAST OF FENCE
 ER0082'LINE.
 ER0082
 ER0082                          STATION RECOVERY (1972)
 ER0082
 ER0082'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 ER0082'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0200 ***********************************************************************
 DT0200  DESIGNATION -  C 46
 DT0200  PID         -  DT0200
 DT0200  STATE/COUNTY-  NM/CATRON
 DT0200  USGS QUAD   -  QUEENS HEAD (1965)
 DT0200
 DT0200                         *CURRENT SURVEY CONTROL
 DT0200  ___________________________________________________________________
 DT0200* NAD 83(1986)-  33 53 40.     (N)    108 38 10.     (W)     SCALED    
 DT0200* NAVD 88     -      2016.082  (meters)    6614.43   (feet)  ADJUSTED  
 DT0200  ___________________________________________________________________
 DT0200  GEOID HEIGHT-         -22.11  (meters)                     GEOID03
 DT0200  DYNAMIC HT  -        2012.936 (meters)    6604.11  (feet)  COMP
 DT0200  MODELED GRAV-     979,004.2   (mgal)                       NAVD 88
 DT0200
 DT0200  VERT ORDER  -  SECOND    CLASS 0
 DT0200
 DT0200.The horizontal coordinates were scaled from a topographic map and have
 DT0200.an estimated accuracy of +/- 6 seconds.
 DT0200
 DT0200.The orthometric height was determined by differential leveling
 DT0200.and adjusted by the National Geodetic Survey in June 1991..
 DT0200
 DT0200.The geoid height was determined by GEOID03.
 DT0200
 DT0200.The dynamic height is computed by dividing the NAVD 88
 DT0200.geopotential number by the normal gravity value computed on the
 DT0200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0200.degrees latitude (g = 980.6199 gals.).
 DT0200
 DT0200.The modeled gravity was interpolated from observed gravity values.
 DT0200
 DT0200;                    North         East    Units  Estimated Accuracy
 DT0200;SPC NM W     -   321,240.      755,750.      MT  (+/- 180 meters Scaled)
 DT0200
 DT0200                          SUPERSEDED SURVEY CONTROL
 DT0200
 DT0200  NGVD 29 (??/??/92) 2015.124  (m)         6611.29   (f) ADJ UNCH    2 0
 DT0200
 DT0200.Superseded values are not recommended for survey control.
 DT0200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0200.See file dsdata.txt to determine how the superseded data were derived.
 DT0200
 DT0200_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYC185529(NAD 83)
 DT0200_MARKER: DB = BENCH MARK DISK
 DT0200_SETTING: 66 = SET IN ROCK OUTCROP
 DT0200_SP_SET: MALPAIS ROCK
 DT0200_STAMPING: C 46 1934
 DT0200_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DT0200+STABILITY: POSITION/ELEVATION WELL
 DT0200
 DT0200  HISTORY     - Date     Condition        Report By
 DT0200  HISTORY     - 1934     MONUMENTED       CGS
 DT0200  HISTORY     - 1965     MARK NOT FOUND   USGS
 DT0200
 DT0200                          STATION DESCRIPTION
 DT0200
 DT0200'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DT0200'4.4 MI N FROM APACHE CREEK.
 DT0200'ON QUEMADO-APACHE CREEK HWY., ABOUT 62 FT. WEST OF FENCE LINE, AND 24
 DT0200'FT. WEST OF CENTER LINE OF HWY., IN LARGE SQUARE SHAPED MALPAIS ROCK.
 DT0200
 DT0200                          STATION RECOVERY (1965)
 DT0200
 DT0200'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 DT0200'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0062 ***********************************************************************
 FP0062  DESIGNATION -  C 47
 FP0062  PID         -  FP0062
 FP0062  STATE/COUNTY-  NM/CIBOLA
 FP0062  USGS QUAD   -  EL MORRO (1995)
 FP0062
 FP0062                         *CURRENT SURVEY CONTROL
 FP0062  ___________________________________________________________________
 FP0062* NAD 83(1986)-  35 02 49.     (N)    108 18 58.     (W)     SCALED    
 FP0062* NAVD 88     -      2221.203  (meters)    7287.40   (feet)  ADJUSTED  
 FP0062  ___________________________________________________________________
 FP0062  GEOID HEIGHT-         -20.50  (meters)                     GEOID03
 FP0062  DYNAMIC HT  -        2217.944 (meters)    7276.70  (feet)  COMP
 FP0062  MODELED GRAV-     979,086.9   (mgal)                       NAVD 88
 FP0062
 FP0062  VERT ORDER  -  SECOND    CLASS 0
 FP0062
 FP0062.The horizontal coordinates were scaled from a topographic map and have
 FP0062.an estimated accuracy of +/- 6 seconds.
 FP0062
 FP0062.The orthometric height was determined by differential leveling
 FP0062.and adjusted by the National Geodetic Survey in June 1991..
 FP0062
 FP0062.The geoid height was determined by GEOID03.
 FP0062
 FP0062.The dynamic height is computed by dividing the NAVD 88
 FP0062.geopotential number by the normal gravity value computed on the
 FP0062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0062.degrees latitude (g = 980.6199 gals.).
 FP0062
 FP0062.The modeled gravity was interpolated from observed gravity values.
 FP0062
 FP0062;                    North         East    Units  Estimated Accuracy
 FP0062;SPC NM W     -   448,900.      785,960.      MT  (+/- 180 meters Scaled)
 FP0062
 FP0062                          SUPERSEDED SURVEY CONTROL
 FP0062
 FP0062  NGVD 29 (??/??/92) 2220.150  (m)         7283.94   (f) ADJ UNCH    2 0
 FP0062
 FP0062.Superseded values are not recommended for survey control.
 FP0062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0062.See file dsdata.txt to determine how the superseded data were derived.
 FP0062
 FP0062_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYD448815(NAD 83)
 FP0062_MARKER: DB = BENCH MARK DISK
 FP0062_SETTING: 80 = SET IN A BOULDER
 FP0062_SP_SET: BOULDER
 FP0062_STAMPING: C 47 1934
 FP0062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FP0062+STABILITY: SURFACE MOTION
 FP0062
 FP0062  HISTORY     - Date     Condition        Report By
 FP0062  HISTORY     - 1934     MONUMENTED       CGS
 FP0062  HISTORY     - 1962     GOOD             USGS
 FP0062
 FP0062                          STATION DESCRIPTION
 FP0062
 FP0062'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 FP0062'0.3 MI NE FROM EL MORRO.
 FP0062'0.3 MI NE OF EL MORRO, VALENCIA COUNTY, ABOUT 650 FT N OF STATE HWY
 FP0062'53, 350 FT N OF AN E-W FENCE, ABOUT 450 FT S OF A TELEPHONE LINE, ON
 FP0062'THE TOP OF A SMALL LAVA KNOLL, 75 FT N OF A DIM TRAIL, SET IN A LAVA
 FP0062'BOULDER.  A STANDARD DISK STAMPED C 47 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0343 ***********************************************************************
 DS0343  DESIGNATION -  C 48
 DS0343  PID         -  DS0343
 DS0343  STATE/COUNTY-  NM/OTERO
 DS0343  USGS QUAD   -  TULAROSA PEAK (1981)
 DS0343
 DS0343                         *CURRENT SURVEY CONTROL
 DS0343  ___________________________________________________________________
 DS0343* NAD 83(1986)-  33 04 48.     (N)    106 11 14.     (W)     SCALED    
 DS0343* NAVD 88     -      1252.241  (meters)    4108.39   (feet)  ADJUSTED  
 DS0343  ___________________________________________________________________
 DS0343  GEOID HEIGHT-         -22.74  (meters)                     GEOID03
 DS0343  DYNAMIC HT  -        1250.442 (meters)    4102.49  (feet)  COMP
 DS0343  MODELED GRAV-     979,158.0   (mgal)                       NAVD 88
 DS0343
 DS0343  VERT ORDER  -  SECOND    CLASS 0
 DS0343
 DS0343.The horizontal coordinates were scaled from a topographic map and have
 DS0343.an estimated accuracy of +/- 6 seconds.
 DS0343
 DS0343.The orthometric height was determined by differential leveling
 DS0343.and adjusted by the National Geodetic Survey in June 1991..
 DS0343
 DS0343.The geoid height was determined by GEOID03.
 DS0343
 DS0343.The dynamic height is computed by dividing the NAVD 88
 DS0343.geopotential number by the normal gravity value computed on the
 DS0343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0343.degrees latitude (g = 980.6199 gals.).
 DS0343
 DS0343.The modeled gravity was interpolated from observed gravity values.
 DS0343
 DS0343;                    North         East    Units  Estimated Accuracy
 DS0343;SPC NM C     -   230,630.      505,860.      MT  (+/- 180 meters Scaled)
 DS0343
 DS0343                          SUPERSEDED SURVEY CONTROL
 DS0343
 DS0343  NGVD 29 (??/??/92) 1251.636  (m)         4106.41   (f) ADJ UNCH    2 0
 DS0343
 DS0343.Superseded values are not recommended for survey control.
 DS0343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0343.See file dsdata.txt to determine how the superseded data were derived.
 DS0343
 DS0343_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS891607(NAD 83)
 DS0343_MARKER: DB = BENCH MARK DISK
 DS0343_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0343_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0343_STAMPING: C 48 1934
 DS0343_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0343+STABILITY: SURFACE MOTION
 DS0343
 DS0343  HISTORY     - Date     Condition        Report By
 DS0343  HISTORY     - 1934     MONUMENTED       CGS
 DS0343  HISTORY     - 1952     GOOD             NGS
 DS0343  HISTORY     - 1975     MARK NOT FOUND   USGS
 DS0343  HISTORY     - 1986     MARK NOT FOUND   NGS
 DS0343
 DS0343                          STATION DESCRIPTION
 DS0343
 DS0343'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DS0343'9.1 MI W FROM TULAROSA.
 DS0343'9.1 MILES WEST ALONG OLD STATE HIGHWAY 52 FROM THE SOUTHERN PACIFIC
 DS0343'RAILROAD STATION AT TULAROSA, AT THE EAST EDGE OF THE DRIFTING SAND.
 DS0343'21 FEET SOUTH OF THE CENTER LINE OF THE OLD HIGHWAY, 3 FEET EAST OF A
 DS0343'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 1.0
 DS0343'FOOT ABOVE THE GROUND.
 DS0343
 DS0343                          STATION RECOVERY (1975)
 DS0343
 DS0343'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 DS0343'MARK NOT FOUND.
 DS0343
 DS0343                          STATION RECOVERY (1986)
 DS0343
 DS0343'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 DS0343'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0340 ***********************************************************************
 FO0340  DESIGNATION -  C 48
 FO0340  PID         -  FO0340
 FO0340  STATE/COUNTY-  NM/BERNALILLO
 FO0340  USGS QUAD   -  ALBUQUERQUE EAST (1990)
 FO0340
 FO0340                         *CURRENT SURVEY CONTROL
 FO0340  ___________________________________________________________________
 FO0340* NAD 83(1986)-  35 04 22.     (N)    106 37 19.     (W)     SCALED    
 FO0340* NAVD 88     -      1571.492  (meters)    5155.80   (feet)  ADJUSTED  
 FO0340  ___________________________________________________________________
 FO0340  GEOID HEIGHT-         -21.22  (meters)                     GEOID03
 FO0340  DYNAMIC HT  -        1569.330 (meters)    5148.71  (feet)  COMP
 FO0340  MODELED GRAV-     979,203.7   (mgal)                       NAVD 88
 FO0340
 FO0340  VERT ORDER  -  FIRST     CLASS II
 FO0340
 FO0340.The horizontal coordinates were scaled from a topographic map and have
 FO0340.an estimated accuracy of +/- 6 seconds.
 FO0340
 FO0340.The orthometric height was determined by differential leveling
 FO0340.and adjusted by the National Geodetic Survey in June 1991..
 FO0340
 FO0340.The geoid height was determined by GEOID03.
 FO0340
 FO0340.The dynamic height is computed by dividing the NAVD 88
 FO0340.geopotential number by the normal gravity value computed on the
 FO0340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0340.degrees latitude (g = 980.6199 gals.).
 FO0340
 FO0340.The modeled gravity was interpolated from observed gravity values.
 FO0340
 FO0340;                    North         East    Units  Estimated Accuracy
 FO0340;SPC NM C     -   451,710.      466,080.      MT  (+/- 180 meters Scaled)
 FO0340
 FO0340                          SUPERSEDED SURVEY CONTROL
 FO0340
 FO0340  NGVD 29 (??/??/92) 1570.662  (m)         5153.08   (f) ADJ UNCH    1 2
 FO0340
 FO0340.Superseded values are not recommended for survey control.
 FO0340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0340.See file dsdata.txt to determine how the superseded data were derived.
 FO0340
 FO0340_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU521823(NAD 83)
 FO0340_MARKER: DD = SURVEY DISK
 FO0340_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FO0340_SP_SET: CURB
 FO0340_STAMPING: BM C 48
 FO0340_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FO0340
 FO0340  HISTORY     - Date     Condition        Report By
 FO0340  HISTORY     - UNK      MONUMENTED       LOCSUR
 FO0340  HISTORY     - 1951     GOOD             NGS
 FO0340  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 FO0340
 FO0340                          STATION DESCRIPTION
 FO0340
 FO0340'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 FO0340'1.95 MI SE FROM ALBUQUERQUE.
 FO0340'1.4 MILES EAST ALONG EAST CENTRAL AVENUE FROM THE EAST CENTRAL AVENUE
 FO0340'VIADUCT AT ALBUQUERQUE, THENCE 0.55 MILE SOUTH ALONG SOUTH YALE
 FO0340'AVENUE, AT ITS INTERSECTION WITH EAST ST. CYR STREET, 137.2 FEET NORTH
 FO0340'OF A FENCE CORNER, 27 FEET WEST OF THE CENTER LINE OF SOUTH YALE
 FO0340'AVENUE, 27 FEET SOUTH OF THE CENTER LINE OF EAST ST. CYR STREET, SET
 FO0340'IN THE TOP OF THE ROUNDING PART OF THE CURB.
 FO0340
 FO0340                          STATION RECOVERY (1989)
 FO0340
 FO0340'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 FO0340'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0263 ***********************************************************************
 EP0263  DESIGNATION -  C 5 RESET
 EP0263  PID         -  EP0263
 EP0263  STATE/COUNTY-  NM/TORRANCE
 EP0263  USGS QUAD   -  ENCINO (1978)
 EP0263
 EP0263                         *CURRENT SURVEY CONTROL
 EP0263  ___________________________________________________________________
 EP0263* NAD 83(1986)-  34 38 53.     (N)    105 27 19.     (W)     SCALED    
 EP0263* NAVD 88     -      1863.61   (meters)    6114.2    (feet)  RESET     
 EP0263  ___________________________________________________________________
 EP0263  GEOID HEIGHT-         -19.96  (meters)                     GEOID03
 EP0263
 EP0263  VERT ORDER  -  THIRD
 EP0263
 EP0263.The horizontal coordinates were scaled from a topographic map and have
 EP0263.an estimated accuracy of +/- 6 seconds.
 EP0263
 EP0263.The orthometric height was computed from unverified reset data.
 EP0263
 EP0263.The geoid height was determined by GEOID03.
 EP0263
 EP0263;                    North         East    Units  Estimated Accuracy
 EP0263;SPC NM C     -   404,820.      572,850.      MT  (+/- 180 meters Scaled)
 EP0263
 EP0263                          SUPERSEDED SURVEY CONTROL
 EP0263
 EP0263.No superseded survey control is available for this station.
 EP0263
 EP0263_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDU582341(NAD 83)
 EP0263_MARKER: DB = BENCH MARK DISK
 EP0263_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EP0263_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EP0263_STAMPING: C 5 RESET 1966
 EP0263_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EP0263+STABILITY: SURFACE MOTION
 EP0263
 EP0263  HISTORY     - Date     Condition        Report By
 EP0263  HISTORY     - 1966     MONUMENTED       ATSFRR
 EP0263
 EP0263                          STATION DESCRIPTION
 EP0263
 EP0263'DESCRIBED BY ATCHISON TOPEKA AND SANTA FE RAILROAD 1966
 EP0263'IN ENCINO.
 EP0263'AT ENCINO, 4023.6 FEET WEST OF RAILWAY MILEPOST 803, 97.4 FEET SOUTH
 EP0263'OF THE CENTERLINE OF THE MAIN TRACK, AT THE FOOT OF THE RAILWAY
 EP0263'RIGHT-OF-WAY FENCE, SET IN THE TOP OF A CONCRETE POST, PROJECTING 6
 EP0263'IN. ABOVE THE GROUND, 6 FENCE POSTS EAST OF A 15 FT. STEEL GATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0025 ***********************************************************************
 DS0025  DESIGNATION -  C 50
 DS0025  PID         -  DS0025
 DS0025  STATE/COUNTY-  NM/SOCORRO
 DS0025  USGS QUAD   -  PINK PEAK (1982)
 DS0025
 DS0025                         *CURRENT SURVEY CONTROL
 DS0025  ___________________________________________________________________
 DS0025* NAD 83(1986)-  33 48 37.     (N)    106 14 19.     (W)     SCALED    
 DS0025* NAVD 88     -      2036.692  (meters)    6682.05   (feet)  ADJUSTED  
 DS0025  ___________________________________________________________________
 DS0025  GEOID HEIGHT-         -20.96  (meters)                     GEOID03
 DS0025  DYNAMIC HT  -        2033.615 (meters)    6671.95  (feet)  COMP
 DS0025  MODELED GRAV-     979,052.3   (mgal)                       NAVD 88
 DS0025
 DS0025  VERT ORDER  -  SECOND    CLASS 0
 DS0025
 DS0025.The horizontal coordinates were scaled from a topographic map and have
 DS0025.an estimated accuracy of +/- 6 seconds.
 DS0025
 DS0025.The orthometric height was determined by differential leveling
 DS0025.and adjusted by the National Geodetic Survey in June 1991..
 DS0025
 DS0025.The geoid height was determined by GEOID03.
 DS0025
 DS0025.The dynamic height is computed by dividing the NAVD 88
 DS0025.geopotential number by the normal gravity value computed on the
 DS0025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0025.degrees latitude (g = 980.6199 gals.).
 DS0025
 DS0025.The modeled gravity was interpolated from observed gravity values.
 DS0025
 DS0025;                    North         East    Units  Estimated Accuracy
 DS0025;SPC NM C     -   311,610.      501,050.      MT  (+/- 180 meters Scaled)
 DS0025
 DS0025                          SUPERSEDED SURVEY CONTROL
 DS0025
 DS0025  NGVD 29 (??/??/92) 2035.829  (m)         6679.22   (f) ADJ UNCH    2 0
 DS0025
 DS0025.Superseded values are not recommended for survey control.
 DS0025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0025.See file dsdata.txt to determine how the superseded data were derived.
 DS0025
 DS0025_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT853418(NAD 83)
 DS0025_MARKER: DB = BENCH MARK DISK
 DS0025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0025_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0025_STAMPING: C 50 1934
 DS0025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0025+STABILITY: SURFACE MOTION
 DS0025
 DS0025  HISTORY     - Date     Condition        Report By
 DS0025  HISTORY     - 1934     MONUMENTED       CGS
 DS0025  HISTORY     - 1969     MARK NOT FOUND   NGS
 DS0025
 DS0025                          STATION DESCRIPTION
 DS0025
 DS0025'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 DS0025'26.0 MI NW FROM CARRIZOZO.
 DS0025'IN SOCORRO COUNTY, ABOUT 26.0 MILES NORTHWEST ALONG U.S. HIGHWAY 380
 DS0025'FROM CARRIZOZO, LINCOLN COUNTY, AT THE SUMMIT OF A MOUNTAIN, AND 32
 DS0025'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY.  A STANDARD DISK,
 DS0025'STAMPED C 50 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0364 ***********************************************************************
 FO0364  DESIGNATION -  C 51
 FO0364  PID         -  FO0364
 FO0364  STATE/COUNTY-  NM/BERNALILLO
 FO0364  USGS QUAD   -  ALBUQUERQUE EAST (1990)
 FO0364
 FO0364                         *CURRENT SURVEY CONTROL
 FO0364  ___________________________________________________________________
 FO0364* NAD 83(1986)-  35 04 46.     (N)    106 35 55.     (W)     SCALED    
 FO0364* NAVD 88     -      1592.119  (meters)    5223.48   (feet)  ADJUSTED  
 FO0364  ___________________________________________________________________
 FO0364  GEOID HEIGHT-         -21.09  (meters)                     GEOID03
 FO0364  DYNAMIC HT  -        1589.926 (meters)    5216.28  (feet)  COMP
 FO0364  MODELED GRAV-     979,201.8   (mgal)                       NAVD 88
 FO0364
 FO0364  VERT ORDER  -  FIRST     CLASS II
 FO0364
 FO0364.The horizontal coordinates were scaled from a topographic map and have
 FO0364.an estimated accuracy of +/- 6 seconds.
 FO0364
 FO0364.The orthometric height was determined by differential leveling
 FO0364.and adjusted by the National Geodetic Survey in June 1991..
 FO0364
 FO0364.The geoid height was determined by GEOID03.
 FO0364
 FO0364.The dynamic height is computed by dividing the NAVD 88
 FO0364.geopotential number by the normal gravity value computed on the
 FO0364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0364.degrees latitude (g = 980.6199 gals.).
 FO0364
 FO0364.The modeled gravity was interpolated from observed gravity values.
 FO0364
 FO0364;                    North         East    Units  Estimated Accuracy
 FO0364;SPC NM C     -   452,440.      468,210.      MT  (+/- 180 meters Scaled)
 FO0364
 FO0364                          SUPERSEDED SURVEY CONTROL
 FO0364
 FO0364  NGVD 29 (??/??/92) 1591.286  (m)         5220.74   (f) ADJ UNCH    1 2
 FO0364
 FO0364.Superseded values are not recommended for survey control.
 FO0364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0364.See file dsdata.txt to determine how the superseded data were derived.
 FO0364
 FO0364_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU542830(NAD 83)
 FO0364_MARKER: DD = SURVEY DISK
 FO0364_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FO0364_SP_SET: CURB
 FO0364_STAMPING: BM C 51
 FO0364_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FO0364
 FO0364  HISTORY     - Date     Condition        Report By
 FO0364  HISTORY     - UNK      MONUMENTED       LOCSUR
 FO0364  HISTORY     - 1951     GOOD             NGS
 FO0364  HISTORY     - 20040916 MARK NOT FOUND   GEOCAC
 FO0364
 FO0364                          STATION DESCRIPTION
 FO0364
 FO0364'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 FO0364'2.9 MI E FROM ALBUQUERQUE.
 FO0364'2.9 MILES EAST ALONG EAST CENTRAL AVENUE FROM THE CENTROL AVENUE
 FO0364'VIADUCT AT ALBUQUERQUE, AT ITS INTERSECTION WITH NORTH MONT CLAIRE
 FO0364'AVENUE, 14 FEET EAST OF THE SOUTHEAST CORNER OF THE ALBUQUERQUE
 FO0364'NATIONAL BANK, 50 FEET NORTH OF THE CENTER LINE OF EAST CENTRAL
 FO0364'AVENUE, 15 FEET WEST OF THE CENTER LINE OF NORTH MONT CLAIRE AVENUE,
 FO0364'SET IN THE TOP OF THE WEST CURB OF MONT CLAIRE AVENUE.
 FO0364
 FO0364                          STATION RECOVERY (2004)
 FO0364
 FO0364'RECOVERY NOTE BY GEOCACHING 2004 (BMC)
 FO0364'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0038 ***********************************************************************
 EQ0038  DESIGNATION -  C 52
 EQ0038  PID         -  EQ0038
 EQ0038  STATE/COUNTY-  NM/TORRANCE
 EQ0038  USGS QUAD   -  ESTANCIA (1986)
 EQ0038
 EQ0038                         *CURRENT SURVEY CONTROL
 EQ0038  ___________________________________________________________________
 EQ0038* NAD 83(1986)-  34 48 50.     (N)    106 03 12.     (W)     SCALED    
 EQ0038* NAVD 88     -      1868.782  (meters)    6131.16   (feet)  ADJUSTED  
 EQ0038  ___________________________________________________________________
 EQ0038  GEOID HEIGHT-         -19.79  (meters)                     GEOID03
 EQ0038  DYNAMIC HT  -        1866.121 (meters)    6122.43  (feet)  COMP
 EQ0038  MODELED GRAV-     979,144.1   (mgal)                       NAVD 88
 EQ0038
 EQ0038  VERT ORDER  -  SECOND    CLASS 0
 EQ0038
 EQ0038.The horizontal coordinates were scaled from a topographic map and have
 EQ0038.an estimated accuracy of +/- 6 seconds.
 EQ0038
 EQ0038.The orthometric height was determined by differential leveling
 EQ0038.and adjusted by the National Geodetic Survey in June 1991..
 EQ0038
 EQ0038.The geoid height was determined by GEOID03.
 EQ0038
 EQ0038.The dynamic height is computed by dividing the NAVD 88
 EQ0038.geopotential number by the normal gravity value computed on the
 EQ0038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0038.degrees latitude (g = 980.6199 gals.).
 EQ0038
 EQ0038.The modeled gravity was interpolated from observed gravity values.
 EQ0038
 EQ0038;                    North         East    Units  Estimated Accuracy
 EQ0038;SPC NM C     -   422,950.      517,990.      MT  (+/- 180 meters Scaled)
 EQ0038
 EQ0038                          SUPERSEDED SURVEY CONTROL
 EQ0038
 EQ0038  NGVD 29 (??/??/92) 1867.917  (m)         6128.32   (f) ADJ UNCH    2 0
 EQ0038
 EQ0038.Superseded values are not recommended for survey control.
 EQ0038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0038.See file dsdata.txt to determine how the superseded data were derived.
 EQ0038
 EQ0038_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDU036529(NAD 83)
 EQ0038_MARKER: DB = BENCH MARK DISK
 EQ0038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EQ0038_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EQ0038_STAMPING: C 52 1934
 EQ0038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EQ0038+STABILITY: SURFACE MOTION
 EQ0038
 EQ0038  HISTORY     - Date     Condition        Report By
 EQ0038  HISTORY     - 1934     MONUMENTED       CGS
 EQ0038  HISTORY     - 1954     GOOD             USGS
 EQ0038
 EQ0038                          STATION DESCRIPTION
 EQ0038
 EQ0038'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 EQ0038'3.8 MI N FROM ESTANCIA.
 EQ0038'ESTANCIA, ATCHISON TOPEKA AND SANTA FE RAILWAY STATION, N. FROM 3.8
 EQ0038'MILES ALONG THE RAILROAD.  680 FT. N. OF A SECONDARY ROAD CROSSING. 76
 EQ0038'FT. W. OF STATE HWY. 41.  47 FT. E. OF THE CENTERLINE OF THE TRACK. IN
 EQ0038'A CONCRETE POST.  STANDARD U.S.C. AND G.S. DISK STAMPED C 52 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0198 ***********************************************************************
 FO0198  DESIGNATION -  C 53 RESET
 FO0198  PID         -  FO0198
 FO0198  STATE/COUNTY-  NM/SANTA FE
 FO0198  USGS QUAD   -  EDGEWOOD (1990)
 FO0198
 FO0198                         *CURRENT SURVEY CONTROL
 FO0198  ___________________________________________________________________
 FO0198* NAD 83(1986)-  35 03 00.     (N)    106 09 49.     (W)     SCALED    
 FO0198* NAVD 88     -      1996.16   (meters)    6549.1    (feet)  RESET     
 FO0198  ___________________________________________________________________
 FO0198  GEOID HEIGHT-         -19.43  (meters)                     GEOID03
 FO0198
 FO0198  VERT ORDER  -  THIRD
 FO0198
 FO0198.The horizontal coordinates were scaled from a topographic map and have
 FO0198.an estimated accuracy of +/- 6 seconds.
 FO0198
 FO0198.The orthometric height was computed from unverified reset data.
 FO0198
 FO0198.The geoid height was determined by GEOID03.
 FO0198
 FO0198;                    North         East    Units  Estimated Accuracy
 FO0198;SPC NM C     -   449,120.      507,880.      MT  (+/- 180 meters Scaled)
 FO0198
 FO0198                          SUPERSEDED SURVEY CONTROL
 FO0198
 FO0198.No superseded survey control is available for this station.
 FO0198
 FO0198_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU938792(NAD 83)
 FO0198_MARKER: DD = SURVEY DISK
 FO0198_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FO0198_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FO0198_STAMPING: C 53 1953
 FO0198_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO0198+STABILITY: SURFACE MOTION
 FO0198
 FO0198  HISTORY     - Date     Condition        Report By
 FO0198  HISTORY     - 1953     MONUMENTED       MNHD
 FO0198
 FO0198                          STATION DESCRIPTION
 FO0198
 FO0198'DESCRIBED BY MN HIGHWAY DEPT 1953
 FO0198'8 MI NW FROM MORIARTY.
 FO0198'IN SANTA FE COUNTY, 8 MILES NORTHWEST ALONG US HIGHWAY 66 FROM
 FO0198'MORIARTY, TORRANCE COUNTY, 1.5 MILES NORTHEAST OF THE POST OFFICE AT
 FO0198'EDGEWOOD, 46 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, AND 4
 FO0198'FEET SOUTH OF A FENCE CORNER.  A STANDARD DISK, STAMPED C 53 1953 AND
 FO0198'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0593 ***********************************************************************
 GL0593  DESIGNATION -  C 54
 GL0593  PID         -  GL0593
 GL0593  STATE/COUNTY-  NM/UNION
 GL0593  USGS QUAD   -  TEXLINE NORTH (1970)
 GL0593
 GL0593                         *CURRENT SURVEY CONTROL
 GL0593  ___________________________________________________________________
 GL0593* NAD 83(1986)-  36 24 35.     (N)    103 06 57.     (W)     SCALED    
 GL0593* NAVD 88     -      1482.128  (meters)    4862.61   (feet)  ADJUSTED  
 GL0593  ___________________________________________________________________
 GL0593  GEOID HEIGHT-         -22.38  (meters)                     GEOID03
 GL0593  DYNAMIC HT  -        1480.383 (meters)    4856.89  (feet)  COMP
 GL0593  MODELED GRAV-     979,402.5   (mgal)                       NAVD 88
 GL0593
 GL0593  VERT ORDER  -  FIRST     CLASS II
 GL0593
 GL0593.The horizontal coordinates were scaled from a topographic map and have
 GL0593.an estimated accuracy of +/- 6 seconds.
 GL0593
 GL0593.The orthometric height was determined by differential leveling
 GL0593.and adjusted by the National Geodetic Survey in June 1991..
 GL0593
 GL0593.The geoid height was determined by GEOID03.
 GL0593
 GL0593.The dynamic height is computed by dividing the NAVD 88
 GL0593.geopotential number by the normal gravity value computed on the
 GL0593.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0593.degrees latitude (g = 980.6199 gals.).
 GL0593
 GL0593.The modeled gravity was interpolated from observed gravity values.
 GL0593
 GL0593;                    North         East    Units  Estimated Accuracy
 GL0593;SPC NM E     -   600,670.      274,200.      MT  (+/- 180 meters Scaled)
 GL0593
 GL0593                          SUPERSEDED SURVEY CONTROL
 GL0593
 GL0593  NGVD 29 (??/??/92) 1481.426  (m)         4860.31   (f) ADJ UNCH    1 2
 GL0593
 GL0593.Superseded values are not recommended for survey control.
 GL0593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0593.See file dsdata.txt to determine how the superseded data were derived.
 GL0593
 GL0593_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA689310(NAD 83)
 GL0593_MARKER: DB = BENCH MARK DISK
 GL0593_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0593_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0593_STAMPING: C 54 1934
 GL0593_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0593+STABILITY: SURFACE MOTION
 GL0593_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GL0593+SATELLITE: SATELLITE OBSERVATIONS - August 09, 2005
 GL0593
 GL0593  HISTORY     - Date     Condition        Report By
 GL0593  HISTORY     - 1934     MONUMENTED       CGS
 GL0593  HISTORY     - 1956     GOOD             NGS
 GL0593  HISTORY     - 20040806 GOOD             USPSQD
 GL0593  HISTORY     - 20050809 GOOD             USPSQD
 GL0593
 GL0593                          STATION DESCRIPTION
 GL0593
 GL0593'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GL0593'5.1 MI SE FROM CLAYTON.
 GL0593'5.1 MILES SOUTHEAST ALONG THE COLORADO AND SOUTHERN RAILROAD FROM THE
 GL0593'STATION AT CLAYTON, 53.3 FEET NORTH OF THE NORTH RAIL, 45.4 FEET SOUTH
 GL0593'OF THE CENTER LINE OF U.S. HIGHWAY 87, 47 FEET WEST OF THE CENTER OF A
 GL0593'SMALL DRAINAGE DITCH UNDER THE HIGHWAY, 1.4 FEET SOUTH OF A WITNESS
 GL0593'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE
 GL0593'THE GROUND.
 GL0593
 GL0593                          STATION RECOVERY (2004)
 GL0593
 GL0593'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 GL0593'C54 AND A LINE POINTING TO THE MARK PAINTED ON THE HIGHWAY. SLAT AND
 GL0593'ORANGE TAPE AT THE MARK.
 GL0593
 GL0593                          STATION RECOVERY (2005)
 GL0593
 GL0593'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 GL0593'SAME AS LAST YEAR.  STILL GOOD.
 GL0593' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1080 ***********************************************************************
 GL1080  DESIGNATION -  C 55
 GL1080  PID         -  GL1080
 GL1080  STATE/COUNTY-  NM/UNION
 GL1080  USGS QUAD   -  LITTLE GRANDE (1972)
 GL1080
 GL1080                         *CURRENT SURVEY CONTROL
 GL1080  ___________________________________________________________________
 GL1080* NAD 83(1986)-  36 43 14.     (N)    103 47 57.     (W)     SCALED    
 GL1080* NAVD 88     -      1969.326  (meters)    6461.03   (feet)  ADJUSTED  
 GL1080  ___________________________________________________________________
 GL1080  GEOID HEIGHT-         -19.32  (meters)                     GEOID03
 GL1080  DYNAMIC HT  -        1966.877 (meters)    6453.00  (feet)  COMP
 GL1080  MODELED GRAV-     979,316.7   (mgal)                       NAVD 88
 GL1080
 GL1080  VERT ORDER  -  FIRST     CLASS II
 GL1080
 GL1080.The horizontal coordinates were scaled from a topographic map and have
 GL1080.an estimated accuracy of +/- 6 seconds.
 GL1080
 GL1080.The orthometric height was determined by differential leveling
 GL1080.and adjusted by the National Geodetic Survey in June 1991..
 GL1080
 GL1080.The geoid height was determined by GEOID03.
 GL1080
 GL1080.The dynamic height is computed by dividing the NAVD 88
 GL1080.geopotential number by the normal gravity value computed on the
 GL1080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL1080.degrees latitude (g = 980.6199 gals.).
 GL1080
 GL1080.The modeled gravity was interpolated from observed gravity values.
 GL1080
 GL1080;                    North         East    Units  Estimated Accuracy
 GL1080;SPC NM E     -   634,600.      212,720.      MT  (+/- 180 meters Scaled)
 GL1080
 GL1080                          SUPERSEDED SURVEY CONTROL
 GL1080
 GL1080  NGVD 29 (??/??/92) 1968.373  (m)         6457.90   (f) ADJ UNCH    1 2
 GL1080
 GL1080.Superseded values are not recommended for survey control.
 GL1080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1080.See file dsdata.txt to determine how the superseded data were derived.
 GL1080
 GL1080_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA072645(NAD 83)
 GL1080_MARKER: DB = BENCH MARK DISK
 GL1080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL1080_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL1080_STAMPING: C 55 1934
 GL1080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL1080+STABILITY: SURFACE MOTION
 GL1080_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GL1080+SATELLITE: SATELLITE OBSERVATIONS - August 10, 2005
 GL1080
 GL1080  HISTORY     - Date     Condition        Report By
 GL1080  HISTORY     - 1934     MONUMENTED       CGS
 GL1080  HISTORY     - 1955     GOOD             NGS
 GL1080  HISTORY     - 1958     MARK NOT FOUND   USGS
 GL1080  HISTORY     - 20040806 GOOD             USPSQD
 GL1080  HISTORY     - 20050810 GOOD             USPSQD
 GL1080
 GL1080                          STATION DESCRIPTION
 GL1080
 GL1080'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GL1080'3.5 MI SE FROM DES MOINES.
 GL1080'3.5 MILES SOUTHEAST ALONG U.S. HIGHWAYS 64 AND 87 FROM THE POST OFFICE
 GL1080'AT DES MOINES, 163 YARDS EAST OF THE CENTER LINE OF THE HIGHWAY, 54
 GL1080'FEET WEST OF THE WEST RAIL OF THE COLORADO AND SOUTHERN RAILROAD, 21
 GL1080'FEET NORTHWEST OF A TELEPHONE POLE, 1 FOOT NORTH OF A WITNESS POST,
 GL1080'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE
 GL1080'GROUND.
 GL1080
 GL1080                          STATION RECOVERY (1958)
 GL1080
 GL1080'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 GL1080'MARK NOT FOUND.
 GL1080
 GL1080                          STATION RECOVERY (2004)
 GL1080
 GL1080'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 GL1080'MARK IS STAMPED C 55 1934
 GL1080
 GL1080                          STATION RECOVERY (2005)
 GL1080
 GL1080'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 GL1080'FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0122 ***********************************************************************
 GM0122  DESIGNATION -  C 56
 GM0122  PID         -  GM0122
 GM0122  STATE/COUNTY-  NM/COLFAX
 GM0122  USGS QUAD   -  FRENCH (1965)
 GM0122
 GM0122                         *CURRENT SURVEY CONTROL
 GM0122  ___________________________________________________________________
 GM0122* NAD 83(1986)-  36 28 47.     (N)    104 35 44.     (W)     SCALED    
 GM0122* NAVD 88     -      1797.445  (meters)    5897.12   (feet)  ADJUSTED  
 GM0122  ___________________________________________________________________
 GM0122  GEOID HEIGHT-         -18.72  (meters)                     GEOID03
 GM0122  DYNAMIC HT  -        1795.166 (meters)    5889.64  (feet)  COMP
 GM0122  MODELED GRAV-     979,300.5   (mgal)                       NAVD 88
 GM0122
 GM0122  VERT ORDER  -  FIRST     CLASS II
 GM0122
 GM0122.The horizontal coordinates were scaled from a topographic map and have
 GM0122.an estimated accuracy of +/- 6 seconds.
 GM0122
 GM0122.The orthometric height was determined by differential leveling
 GM0122.and adjusted by the National Geodetic Survey in June 1991..
 GM0122
 GM0122.The geoid height was determined by GEOID03.
 GM0122
 GM0122.The dynamic height is computed by dividing the NAVD 88
 GM0122.geopotential number by the normal gravity value computed on the
 GM0122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GM0122.degrees latitude (g = 980.6199 gals.).
 GM0122
 GM0122.The modeled gravity was interpolated from observed gravity values.
 GM0122
 GM0122;                    North         East    Units  Estimated Accuracy
 GM0122;SPC NM E     -   607,780.      141,500.      MT  (+/- 180 meters Scaled)
 GM0122
 GM0122                          SUPERSEDED SURVEY CONTROL
 GM0122
 GM0122  NGVD 29 (??/??/92) 1796.597  (m)         5894.34   (f) ADJ UNCH    1 2
 GM0122
 GM0122.Superseded values are not recommended for survey control.
 GM0122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0122.See file dsdata.txt to determine how the superseded data were derived.
 GM0122
 GM0122_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEA362372(NAD 83)
 GM0122_MARKER: DB = BENCH MARK DISK
 GM0122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GM0122_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GM0122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GM0122+STABILITY: SURFACE MOTION
 GM0122
 GM0122  HISTORY     - Date     Condition        Report By
 GM0122  HISTORY     - UNK      MONUMENTED       CGS
 GM0122  HISTORY     - 1934     GOOD             NGS
 GM0122
 GM0122                          STATION DESCRIPTION
 GM0122
 GM0122'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GM0122'2.0 MI W FROM FRENCH.
 GM0122'2.0 MILES WEST OF FRENCH NEW MEXICO RAIL MILEAGE.  ON R.O.W. OF THE
 GM0122'SOUTHERN PACIFIC RAILROAD.  73.0 FT NORTH OF THE CENTERLINE OF TRACK.
 GM0122'AT MILE POST 1743.0.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0255 ***********************************************************************
 GM0255  DESIGNATION -  C 57
 GM0255  PID         -  GM0255
 GM0255  STATE/COUNTY-  NM/COLFAX
 GM0255  USGS QUAD   -  EAGLE NEST (1995)
 GM0255
 GM0255                         *CURRENT SURVEY CONTROL
 GM0255  ___________________________________________________________________
 GM0255* NAD 83(1986)-  36 33 13.     (N)    105 15 50.     (W)     SCALED    
 GM0255* NAVD 88     -      2508.675  (meters)    8230.54   (feet)  ADJUSTED  
 GM0255  ___________________________________________________________________
 GM0255  GEOID HEIGHT-         -16.64  (meters)                     GEOID03
 GM0255  DYNAMIC HT  -        2505.102 (meters)    8218.82  (feet)  COMP
 GM0255  MODELED GRAV-     979,116.7   (mgal)                       NAVD 88
 GM0255
 GM0255  VERT ORDER  -  FIRST     CLASS II
 GM0255
 GM0255.The horizontal coordinates were scaled from a topographic map and have
 GM0255.an estimated accuracy of +/- 6 seconds.
 GM0255
 GM0255.The orthometric height was determined by differential leveling
 GM0255.and adjusted by the National Geodetic Survey in June 1991..
 GM0255
 GM0255.The geoid height was determined by GEOID03.
 GM0255
 GM0255.The dynamic height is computed by dividing the NAVD 88
 GM0255.geopotential number by the normal gravity value computed on the
 GM0255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GM0255.degrees latitude (g = 980.6199 gals.).
 GM0255
 GM0255.The modeled gravity was interpolated from observed gravity values.
 GM0255
 GM0255;                    North         East    Units  Estimated Accuracy
 GM0255;SPC NM E     -   616,350.       81,700.      MT  (+/- 180 meters Scaled)
 GM0255
 GM0255                          SUPERSEDED SURVEY CONTROL
 GM0255
 GM0255  NGVD 29 (??/??/92) 2507.452  (m)         8226.53   (f) ADJ UNCH    1 2
 GM0255
 GM0255.Superseded values are not recommended for survey control.
 GM0255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0255.See file dsdata.txt to determine how the superseded data were derived.
 GM0255
 GM0255_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDA763453(NAD 83)
 GM0255_MARKER: DB = BENCH MARK DISK
 GM0255_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GM0255_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GM0255_STAMPING: C-57 1934
 GM0255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GM0255+STABILITY: SURFACE MOTION
 GM0255
 GM0255  HISTORY     - Date     Condition        Report By
 GM0255  HISTORY     - 1934     MONUMENTED       CGS
 GM0255  HISTORY     - 1938     GOOD             NGS
 GM0255  HISTORY     - 1944     MARK NOT FOUND   VJV
 GM0255
 GM0255                          STATION DESCRIPTION
 GM0255
 GM0255'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 GM0255'IN THERMA.
 GM0255'ALONG U.S. HWY. NO. 64, 95 YARDS EAST OF JUNCTION OF STATE HWY. NO. 38
 GM0255'WITH U.S. HWY. NO. 64, 35 FT. NORTHEAST OF THE NORTHEAST CORNER OF THE
 GM0255'HOXIE DANCE HALL, 34 FT. SOUTH OF CENTERLINE OF U.S. HWY. NO. 64.
 GM0255'STANDARD DISC SET IN CONCRETE POST, STAMPED C-57 1934.
 GM0255
 GM0255                          STATION RECOVERY (1944)
 GM0255
 GM0255'RECOVERY NOTE BY V J VANLINT CONSULTING ENGINEER 1944
 GM0255'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0421 ***********************************************************************
 GM0421  DESIGNATION -  C 58
 GM0421  PID         -  GM0421
 GM0421  STATE/COUNTY-  NM/TAOS
 GM0421  USGS QUAD   -  CARSON (1995)
 GM0421
 GM0421                         *CURRENT SURVEY CONTROL
 GM0421  ___________________________________________________________________
 GM0421* NAD 83(1992)-  36 21 51.26774(N)    105 46 00.09000(W)     ADJUSTED  
 GM0421* NAVD 88     -      2087.346  (meters)    6848.23   (feet)  ADJUSTED  
 GM0421  ___________________________________________________________________
 GM0421  LAPLACE CORR-           2.00  (seconds)                    DEFLEC99
 GM0421  GEOID HEIGHT-         -18.06  (meters)                     GEOID03
 GM0421  DYNAMIC HT  -        2084.469 (meters)    6838.80  (feet)  COMP
 GM0421  MODELED GRAV-     979,179.7   (mgal)                       NAVD 88
 GM0421
 GM0421  HORZ ORDER  -  THIRD
 GM0421  VERT ORDER  -  FIRST     CLASS II
 GM0421
 GM0421.The horizontal coordinates were established by classical geodetic methods
 GM0421.and adjusted by the National Geodetic Survey in December 1993..
 GM0421
 GM0421.The orthometric height was determined by differential leveling
 GM0421.and adjusted by the National Geodetic Survey in June 1991..
 GM0421
 GM0421.The Laplace correction was computed from DEFLEC99 derived deflections.
 GM0421
 GM0421.The geoid height was determined by GEOID03.
 GM0421
 GM0421.The dynamic height is computed by dividing the NAVD 88
 GM0421.geopotential number by the normal gravity value computed on the
 GM0421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GM0421.degrees latitude (g = 980.6199 gals.).
 GM0421
 GM0421.The modeled gravity was interpolated from observed gravity values.
 GM0421
 GM0421;                    North         East     Units Scale Factor Converg.
 GM0421;SPC NM C     -   595,034.363   543,371.409   MT  0.99992317   +0 17 11.6
 GM0421;SPC NM C     - 1,952,208.57  1,782,711.03   sFT  0.99992317   +0 17 11.6
 GM0421;UTM  13      - 4,024,622.205   431,218.442   MT  0.99965829   -0 27 16.6
 GM0421
 GM0421!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GM0421!SPC NM C     -   0.99967535  x   0.99992317  =   0.99959854
 GM0421!UTM  13      -   0.99967535  x   0.99965829  =   0.99933375
 GM0421
 GM0421                          SUPERSEDED SURVEY CONTROL
 GM0421
 GM0421  NAD 83(1986)-  36 21 51.27568(N)    105 46 00.09588(W) AD(       ) 3
 GM0421  NGVD 29 (09/14/90) 2086.20   (m)         6844.5    (f) LEVELING    3  
 GM0421
 GM0421.Superseded values are not recommended for survey control.
 GM0421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0421.See file dsdata.txt to determine how the superseded data were derived.
 GM0421
 GM0421_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDA3121824622(NAD 83)
 GM0421_MARKER: DB = BENCH MARK DISK
 GM0421_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GM0421_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GM0421_STAMPING: C 58 1934
 GM0421_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GM0421+STABILITY: SURFACE MOTION
 GM0421
 GM0421  HISTORY     - Date     Condition        Report By
 GM0421  HISTORY     - 1934     MONUMENTED       CGS
 GM0421  HISTORY     - 1952     GOOD             USGS
 GM0421  HISTORY     - 1959     GOOD             USGS
 GM0421
 GM0421                          STATION DESCRIPTION
 GM0421
 GM0421'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 GM0421'A THREE-POINT STATION IN THE SW. CORNER OF THE SCHOOL GROUNDS AT
 GM0421'CARSON, NEW MEXICO, 29 FT. N. OF CENTERLINE OF STATE HIGHWAY 96,
 GM0421'BETWEEN TAOS AND TAOS JUNCTION (STONG P.O.) NEW MEXICO.
 GM0421'
 GM0421'RECOVERED BY USGS IN 1952.
 GM0421'
 GM0421'STATION MARK--USC AND GS BRONZE BENCH MARK DISK SET IN A CONCRETE
 GM0421'POST PROJECTING ABOUT 3 IN. ABOVE GROUND, STAMPED---C-58-1934---.
 GM0421
 GM0421                          STATION RECOVERY (1959)
 GM0421
 GM0421'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 GM0421'7.7 MI SE FROM TAOS JUNCTION.
 GM0421'7.7 MILES SOUTHEAST ALONG THE 1934 ROUTE OF STATE HIGHWAY 96 FROM TAOS
 GM0421'JUNCTION ABOUT 11.2 MILES NORTH AND EAST ALONG US HWY 285 FROM THE
 GM0421'CHURCH IN OJO CALIENTE TO THE INTERSECTION OF US HWY 285 AND STATE HWY
 GM0421'96, THENCE EAST 7.7 MILES ALONG STATE HWY 96 TO THE INTERSECTION OF
 GM0421'STATE HWY 96 AND A N-S ROAD, 335 FT. W OF THE INTERSECTION AND 27 FT.
 GM0421'N. OF STATE HWY 96.  A STANDARD DISK STAMPED C 58 1934 AND SET IN THE
 GM0421'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0268 ***********************************************************************
 GN0268  DESIGNATION -  C 59
 GN0268  PID         -  GN0268
 GN0268  STATE/COUNTY-  NM/RIO ARRIBA
 GN0268  USGS QUAD   -  MONERO (1983)
 GN0268
 GN0268                         *CURRENT SURVEY CONTROL
 GN0268  ___________________________________________________________________
 GN0268* NAD 83(1986)-  36 54 40.     (N)    106 51 30.     (W)     SCALED    
 GN0268* NAVD 88     -      2205.241  (meters)    7235.03   (feet)  ADJUSTED  
 GN0268  ___________________________________________________________________
 GN0268  GEOID HEIGHT-         -18.00  (meters)                     GEOID03
 GN0268  DYNAMIC HT  -        2202.261 (meters)    7225.25  (feet)  COMP
 GN0268  MODELED GRAV-     979,201.3   (mgal)                       NAVD 88
 GN0268
 GN0268  VERT ORDER  -  FIRST     CLASS II
 GN0268
 GN0268.The horizontal coordinates were scaled from a topographic map and have
 GN0268.an estimated accuracy of +/- 6 seconds.
 GN0268
 GN0268.The orthometric height was determined by differential leveling
 GN0268.and adjusted by the National Geodetic Survey in June 1991..
 GN0268
 GN0268.The geoid height was determined by GEOID03.
 GN0268
 GN0268.The dynamic height is computed by dividing the NAVD 88
 GN0268.geopotential number by the normal gravity value computed on the
 GN0268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GN0268.degrees latitude (g = 980.6199 gals.).
 GN0268
 GN0268.The modeled gravity was interpolated from observed gravity values.
 GN0268
 GN0268;                    North         East    Units  Estimated Accuracy
 GN0268;SPC NM C     -   655,780.      445,790.      MT  (+/- 180 meters Scaled)
 GN0268
 GN0268                          SUPERSEDED SURVEY CONTROL
 GN0268
 GN0268  NGVD 29 (??/??/92) 2203.870  (m)         7230.53   (f) ADJ UNCH    1 2
 GN0268
 GN0268.Superseded values are not recommended for survey control.
 GN0268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0268.See file dsdata.txt to determine how the superseded data were derived.
 GN0268
 GN0268_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCA344866(NAD 83)
 GN0268_MARKER: DB = BENCH MARK DISK
 GN0268_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GN0268_SP_SET: ABUTMENT
 GN0268_STAMPING: C 59 1934
 GN0268_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GN0268
 GN0268  HISTORY     - Date     Condition        Report By
 GN0268  HISTORY     - 1934     MONUMENTED       CGS
 GN0268  HISTORY     - 1978     GOOD             USGS
 GN0268
 GN0268                          STATION DESCRIPTION
 GN0268
 GN0268'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GN0268'5.9 MI SE FROM LUMBERTON.
 GN0268'5.9 MILES SOUTHEAST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 GN0268'FROM LUMBERTON, RIO ARRIBA COUNTY, 1,400 FEET NORTHEAST OF MONERO, AT
 GN0268'BRIDGE 363.65, IN THE TOP OF THE NORTHWEST END OF THE NORTH ABUTMENT,
 GN0268'AND 7 FEET EAST OF THE CENTER LINE OF THE TRACK.  A STANDARD DISK,
 GN0268'STAMPED C 59 1934.
 GN0268
 GN0268                          STATION RECOVERY (1978)
 GN0268
 GN0268'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 GN0268'LUMBERTON, 5.9 MILES EAST OF, ALONG THE DISMANTLED DENVER, RIO GRANDE
 GN0268'AND WESTERN RAILROAD, 1400 FT. NORTH OF CROSS ROADS AT MONERO AT
 GN0268'DISMANTLED RAILROAD BRIDGE OVER AMARGO CREE, AT NORTHEAST END OF
 GN0268'NORTH ABUTMENT, 7 FEET EAST OF CENTERLINE OF RAILWAY BED, A STANDARD
 GN0268'TABLET STAMPED C-59 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0129 ***********************************************************************
 EQ0129  DESIGNATION -  C 6
 EQ0129  PID         -  EQ0129
 EQ0129  STATE/COUNTY-  NM/TORRANCE
 EQ0129  USGS QUAD   -  SCHOLLE (1995)
 EQ0129
 EQ0129                         *CURRENT SURVEY CONTROL
 EQ0129  ___________________________________________________________________
 EQ0129* NAD 83(1986)-  34 26 17.     (N)    106 22 41.     (W)     SCALED    
 EQ0129* NAVD 88     -      1823.269  (meters)    5981.84   (feet)  ADJUSTED  
 EQ0129  ___________________________________________________________________
 EQ0129  GEOID HEIGHT-         -20.28  (meters)                     GEOID03
 EQ0129  DYNAMIC HT  -        1820.660 (meters)    5973.28  (feet)  COMP
 EQ0129  MODELED GRAV-     979,139.6   (mgal)                       NAVD 88
 EQ0129
 EQ0129  VERT ORDER  -  FIRST     CLASS II
 EQ0129
 EQ0129.The horizontal coordinates were scaled from a topographic map and have
 EQ0129.an estimated accuracy of +/- 6 seconds.
 EQ0129
 EQ0129.The orthometric height was determined by differential leveling
 EQ0129.and adjusted by the National Geodetic Survey in June 1991..
 EQ0129
 EQ0129.The geoid height was determined by GEOID03.
 EQ0129
 EQ0129.The dynamic height is computed by dividing the NAVD 88
 EQ0129.geopotential number by the normal gravity value computed on the
 EQ0129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0129.degrees latitude (g = 980.6199 gals.).
 EQ0129
 EQ0129.The modeled gravity was interpolated from observed gravity values.
 EQ0129
 EQ0129;                    North         East    Units  Estimated Accuracy
 EQ0129;SPC NM C     -   381,250.      488,230.      MT  (+/- 180 meters Scaled)
 EQ0129
 EQ0129                          SUPERSEDED SURVEY CONTROL
 EQ0129
 EQ0129  NGVD 29 (??/??/92) 1822.461  (m)         5979.19   (f) ADJ UNCH    1 2
 EQ0129
 EQ0129.Superseded values are not recommended for survey control.
 EQ0129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0129.See file dsdata.txt to determine how the superseded data were derived.
 EQ0129
 EQ0129_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU733115(NAD 83)
 EQ0129_MARKER: B = BOLT
 EQ0129_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EQ0129_SP_SET: BRIDGE
 EQ0129_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EQ0129
 EQ0129  HISTORY     - Date     Condition        Report By
 EQ0129  HISTORY     - UNK      MONUMENTED       CGS
 EQ0129  HISTORY     - 1958     GOOD             NGS
 EQ0129
 EQ0129                          STATION DESCRIPTION
 EQ0129
 EQ0129'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 EQ0129'10.05 MI SW FROM MOUNTAINAIR.
 EQ0129'ABOUT 10.05 MILES SOUTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 EQ0129'RAILWAY FROM THE STATION AT MOUNTAINAIR, 7 POLES NORTHEAST OF MILEPOST
 EQ0129'866, IN THE TOP OF THE NORTHWEST END OF THE NORTHEAST CONCRETE
 EQ0129'ABUTMENT OF THE SOUTHWEST ONE OF TWO LARGE STEEL GIRDER BRIDGES, 8
 EQ0129'FEET NORTHWEST OF THE NORTHWEST RAIL, AND ABOUT 2 FEET BELOW THE LEVEL
 EQ0129'OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0025 ***********************************************************************
 ER0025  DESIGNATION -  C 65
 ER0025  PID         -  ER0025
 ER0025  STATE/COUNTY-  NM/CATRON
 ER0025  USGS QUAD   -  RED FLATS (1967)
 ER0025
 ER0025                         *CURRENT SURVEY CONTROL
 ER0025  ___________________________________________________________________
 ER0025* NAD 83(1986)-  34 17 25.     (N)    108 05 49.     (W)     SCALED    
 ER0025* NAVD 88     -      2376.201  (meters)    7795.92   (feet)  ADJUSTED  
 ER0025  ___________________________________________________________________
 ER0025  GEOID HEIGHT-         -21.23  (meters)                     GEOID03
 ER0025  DYNAMIC HT  -        2372.455 (meters)    7783.63  (feet)  COMP
 ER0025  MODELED GRAV-     978,973.2   (mgal)                       NAVD 88
 ER0025
 ER0025  VERT ORDER  -  SECOND    CLASS 0
 ER0025
 ER0025.The horizontal coordinates were scaled from a topographic map and have
 ER0025.an estimated accuracy of +/- 6 seconds.
 ER0025
 ER0025.The orthometric height was determined by differential leveling
 ER0025.and adjusted by the National Geodetic Survey in June 1991..
 ER0025.WARNING-Repeat measurements at this control monument indicate possible
 ER0025.vertical movement.
 ER0025
 ER0025.The geoid height was determined by GEOID03.
 ER0025
 ER0025.The dynamic height is computed by dividing the NAVD 88
 ER0025.geopotential number by the normal gravity value computed on the
 ER0025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0025.degrees latitude (g = 980.6199 gals.).
 ER0025
 ER0025.The modeled gravity was interpolated from observed gravity values.
 ER0025
 ER0025;                    North         East    Units  Estimated Accuracy
 ER0025;SPC NM W     -   364,890.      805,730.      MT  (+/- 180 meters Scaled)
 ER0025
 ER0025                          SUPERSEDED SURVEY CONTROL
 ER0025
 ER0025  NGVD 29 (??/??/92) 2375.168  (m)         7792.53   (f) ADJ UNCH    2 0
 ER0025
 ER0025.Superseded values are not recommended for survey control.
 ER0025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0025.See file dsdata.txt to determine how the superseded data were derived.
 ER0025
 ER0025_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYC672981(NAD 83)
 ER0025_MARKER: DB = BENCH MARK DISK
 ER0025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ER0025_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ER0025_STAMPING: C 65 1934
 ER0025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0025+STABILITY: SURFACE MOTION
 ER0025
 ER0025  HISTORY     - Date     Condition        Report By
 ER0025  HISTORY     - 1934     MONUMENTED       CGS
 ER0025
 ER0025                          STATION DESCRIPTION
 ER0025
 ER0025'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ER0025'2.4 MI E FROM PIE TOWN.
 ER0025'2.4 MILES EAST ALONG U. S. HIGHWAY 60 FROM PIE TOWN, CATRON COUNTY,
 ER0025'150 FEET EAST OF A CONCRETE-PIPE CULVERT, ON THE WEST SLOPE OF A SMALL
 ER0025'RIDGE, 40 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 3 FEET SOUTH
 ER0025'OF A WHITE WOODEN WITNESS POST, AND LEVEL WITH THE HIGHWAY.  A
 ER0025'STANDARD DISK, STAMPED C 65 1934 AND SET IN THE TOP OF A CONCRETE POST
 ER0025'PROJECTING 0.6 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0323 ***********************************************************************
 FN0323  DESIGNATION -  C 66
 FN0323  PID         -  FN0323
 FN0323  STATE/COUNTY-  NM/SAN MIGUEL
 FN0323  USGS QUAD   -  NORTH SAN YSIDRO (1966)
 FN0323
 FN0323                         *CURRENT SURVEY CONTROL
 FN0323  ___________________________________________________________________
 FN0323* NAD 83(1986)-  35 25 20.     (N)    105 34 28.     (W)     SCALED    
 FN0323* NAVD 88     -      2010.117  (meters)    6594.86   (feet)  ADJUSTED  
 FN0323  ___________________________________________________________________
 FN0323  GEOID HEIGHT-         -18.63  (meters)                     GEOID03
 FN0323  DYNAMIC HT  -        2007.383 (meters)    6585.89  (feet)  COMP
 FN0323  MODELED GRAV-     979,201.0   (mgal)                       NAVD 88
 FN0323
 FN0323  VERT ORDER  -  SECOND    CLASS 0
 FN0323
 FN0323.The horizontal coordinates were scaled from a topographic map and have
 FN0323.an estimated accuracy of +/- 6 seconds.
 FN0323
 FN0323.The orthometric height was determined by differential leveling
 FN0323.and adjusted by the National Geodetic Survey in June 1991..
 FN0323
 FN0323.The geoid height was determined by GEOID03.
 FN0323
 FN0323.The dynamic height is computed by dividing the NAVD 88
 FN0323.geopotential number by the normal gravity value computed on the
 FN0323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FN0323.degrees latitude (g = 980.6199 gals.).
 FN0323
 FN0323.The modeled gravity was interpolated from observed gravity values.
 FN0323
 FN0323;                    North         East    Units  Estimated Accuracy
 FN0323;SPC NM E     -   491,130.       52,290.      MT  (+/- 180 meters Scaled)
 FN0323
 FN0323                          SUPERSEDED SURVEY CONTROL
 FN0323
 FN0323  NGVD 29 (??/??/92) 2009.214  (m)         6591.90   (f) ADJ UNCH    2 0
 FN0323
 FN0323.Superseded values are not recommended for survey control.
 FN0323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0323.See file dsdata.txt to determine how the superseded data were derived.
 FN0323
 FN0323_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV478200(NAD 83)
 FN0323_MARKER: DB = BENCH MARK DISK
 FN0323_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FN0323_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FN0323_STAMPING: C 66 1934
 FN0323_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FN0323+STABILITY: SURFACE MOTION
 FN0323
 FN0323  HISTORY     - Date     Condition        Report By
 FN0323  HISTORY     - 1934     MONUMENTED       CGS
 FN0323
 FN0323                          STATION DESCRIPTION
 FN0323
 FN0323'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FN0323'8.0 MI E FROM ROWE.
 FN0323'8.0 MI. E. ON A.T. AND S. F. RY.  (8.1 MI. W. OF RIBERIA) 80 YDS. N.E.
 FN0323'OF MILE POLE NO. 808, 97 FT. N. OF CENTER LINE OF TRACK, 28 FT. E. OF
 FN0323'GATE AND 5 FT. S. OF FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0034 ***********************************************************************
 FP0034  DESIGNATION -  C 67
 FP0034  PID         -  FP0034
 FP0034  STATE/COUNTY-  NM/MCKINLEY
 FP0034  USGS QUAD   -  THOREAU (1980)
 FP0034
 FP0034                         *CURRENT SURVEY CONTROL
 FP0034  ___________________________________________________________________
 FP0034* NAD 83(1986)-  35 24 02.     (N)    108 13 09.     (W)     SCALED    
 FP0034* NAVD 88     -      2175.555  (meters)    7137.63   (feet)  ADJUSTED  
 FP0034  ___________________________________________________________________
 FP0034  GEOID HEIGHT-         -20.19  (meters)                     GEOID03
 FP0034  DYNAMIC HT  -        2172.443 (meters)    7127.42  (feet)  COMP
 FP0034  MODELED GRAV-     979,124.9   (mgal)                       NAVD 88
 FP0034
 FP0034  VERT ORDER  -  FIRST     CLASS II
 FP0034
 FP0034.The horizontal coordinates were scaled from a topographic map and have
 FP0034.an estimated accuracy of +/- 6 seconds.
 FP0034
 FP0034.The orthometric height was determined by differential leveling
 FP0034.and adjusted by the National Geodetic Survey in June 1991..
 FP0034
 FP0034.The geoid height was determined by GEOID03.
 FP0034
 FP0034.The dynamic height is computed by dividing the NAVD 88
 FP0034.geopotential number by the normal gravity value computed on the
 FP0034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0034.degrees latitude (g = 980.6199 gals.).
 FP0034
 FP0034.The modeled gravity was interpolated from observed gravity values.
 FP0034
 FP0034;                    North         East    Units  Estimated Accuracy
 FP0034;SPC NM W     -   488,090.      794,950.      MT  (+/- 180 meters Scaled)
 FP0034
 FP0034                          SUPERSEDED SURVEY CONTROL
 FP0034
 FP0034  NGVD 29 (??/??/92) 2174.468  (m)         7134.07   (f) ADJ UNCH    1 2
 FP0034
 FP0034.Superseded values are not recommended for survey control.
 FP0034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0034.See file dsdata.txt to determine how the superseded data were derived.
 FP0034
 FP0034_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYE525210(NAD 83)
 FP0034_MARKER: DB = BENCH MARK DISK
 FP0034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FP0034_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FP0034_STAMPING: C 67 1934
 FP0034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FP0034+STABILITY: SURFACE MOTION
 FP0034
 FP0034  HISTORY     - Date     Condition        Report By
 FP0034  HISTORY     - 1934     MONUMENTED       CGS
 FP0034  HISTORY     - 1941     GOOD             NGS
 FP0034  HISTORY     - 1982     MARK NOT FOUND   NGS
 FP0034
 FP0034                          STATION DESCRIPTION
 FP0034
 FP0034'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 FP0034'0.4 MI E FROM THOREAU.
 FP0034'TO REACH FROM THE ATCHISON, TOPEKA AND SANTA FE RAILROAD STATION AT
 FP0034'THOREAU-- GO 0.4 MILE EASTERLY ALONG THE ATCHISON, TOPEKA AND SANTA FE
 FP0034'RIGHT-OF-WAY TO THE SITE OF BENCH MARK.  BENCH MARK IS ABOUT 250.0
 FP0034'FEET NORTH OF AND ABOUT 5.0 FEET ABOVE THE CENTERLINE OF THE ATCHISON,
 FP0034'TOPEKA AND SANTA FE RAILROAD, ALONG THE OLD RIGHT-OF-WAY OF OLD U.S.
 FP0034'HIGHWAY NO. 66, ABOUT 170.0 FEET NORTHEAST OF AN INTERSECTION OF AN
 FP0034'OLD ROAD TO CROWN POINT WITH ABANDONED U.S. HIGHWAY 66. IT IS 72.0
 FP0034'FEET NORTH OF ATCHISON, TOPEKA AND SANTA FE RIGHT-OF-WAY FENCE, 52.0
 FP0034'FEET NORTH OF CENTERLINE OF OLD HIGHWAY, 22.0 FEET SOUTH OF OLD ROAD
 FP0034'TO CROWN POINT AND 3.0 FEET NORTH OF A 4X4-INCH WOODEN MARKER POST. A
 FP0034'STD. DISK SET IN CONCRETE POST PROJECTING 1.0 FOOT.
 FP0034
 FP0034                          STATION RECOVERY (1982)
 FP0034
 FP0034'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FP0034'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0796 ***********************************************************************
 FO0796  DESIGNATION -  C 68
 FO0796  PID         -  FO0796
 FO0796  STATE/COUNTY-  NM/MCKINLEY
 FO0796  USGS QUAD   -  SEVEN LAKES (1970)
 FO0796
 FO0796                         *CURRENT SURVEY CONTROL
 FO0796  ___________________________________________________________________
 FO0796* NAD 83(1986)-  35 50 47.     (N)    107 55 04.     (W)     SCALED    
 FO0796* NAVD 88     -      2045.858  (meters)    6712.12   (feet)  ADJUSTED  
 FO0796  ___________________________________________________________________
 FO0796  GEOID HEIGHT-         -20.96  (meters)                     GEOID03
 FO0796  DYNAMIC HT  -        2043.011 (meters)    6702.78  (feet)  COMP
 FO0796  MODELED GRAV-     979,168.9   (mgal)                       NAVD 88
 FO0796
 FO0796  VERT ORDER  -  SECOND    CLASS 0
 FO0796
 FO0796.The horizontal coordinates were scaled from a topographic map and have
 FO0796.an estimated accuracy of +/- 6 seconds.
 FO0796
 FO0796.The orthometric height was determined by differential leveling
 FO0796.and adjusted by the National Geodetic Survey in June 1991..
 FO0796
 FO0796.The geoid height was determined by GEOID03.
 FO0796
 FO0796.The dynamic height is computed by dividing the NAVD 88
 FO0796.geopotential number by the normal gravity value computed on the
 FO0796.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0796.degrees latitude (g = 980.6199 gals.).
 FO0796
 FO0796.The modeled gravity was interpolated from observed gravity values.
 FO0796
 FO0796;                    North         East    Units  Estimated Accuracy
 FO0796;SPC NM W     -   537,480.      822,370.      MT  (+/- 180 meters Scaled)
 FO0796
 FO0796                          SUPERSEDED SURVEY CONTROL
 FO0796
 FO0796  NGVD 29 (??/??/92) 2044.783  (m)         6708.59   (f) ADJ UNCH    2 0
 FO0796
 FO0796.Superseded values are not recommended for survey control.
 FO0796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0796.See file dsdata.txt to determine how the superseded data were derived.
 FO0796
 FO0796_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBV364708(NAD 83)
 FO0796_MARKER: DB = BENCH MARK DISK
 FO0796_SETTING: 66 = SET IN ROCK OUTCROP
 FO0796_SP_SET: SET IN ROCK OUTCROP
 FO0796_STAMPING: C 68 1934
 FO0796_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FO0796+STABILITY: POSITION/ELEVATION WELL
 FO0796
 FO0796  HISTORY     - Date     Condition        Report By
 FO0796  HISTORY     - 1934     MONUMENTED       CGS
 FO0796
 FO0796                          STATION DESCRIPTION
 FO0796
 FO0796'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FO0796'17.1 MI S FROM PUEBLO BONITO.
 FO0796'17.1 MI. SOUTH ALONG STATE HW. NO. 35 ABOUT 0.5 MI. N. OF A ROAD TO
 FO0796'EAST TO SMITHS RANCH, ABOUT 150 FT. S.W. OF N.W. POINT OF SMALL,
 FO0796'SANDSTONE CRESTED KNOLL, 97 FT. W. OF CENTER LINE OF HWY. AND 2 FT. E.
 FO0796'OF STONE MOUND-- SET ON TOP OF DARK BROWN, SANDSTONE OUTCROP, 9 FT. W.
 FO0796'OF E. END AND 3 FT. N. OF S. END.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0345 ***********************************************************************
 GN0345  DESIGNATION -  C 69
 GN0345  PID         -  GN0345
 GN0345  STATE/COUNTY-  NM/SAN JUAN
 GN0345  USGS QUAD   -  HUERFANO TRADING POST NW (1978)
 GN0345
 GN0345                         *CURRENT SURVEY CONTROL
 GN0345  ___________________________________________________________________
 GN0345* NAD 83(1986)-  36 24 26.     (N)    107 52 53.     (W)     SCALED    
 GN0345* NAVD 88     -      2028.452  (meters)    6655.01   (feet)  ADJUSTED  
 GN0345  ___________________________________________________________________
 GN0345  GEOID HEIGHT-         -20.85  (meters)                     GEOID03
 GN0345  DYNAMIC HT  -        2025.716 (meters)    6646.04  (feet)  COMP
 GN0345  MODELED GRAV-     979,210.9   (mgal)                       NAVD 88
 GN0345
 GN0345  VERT ORDER  -  SECOND    CLASS 0
 GN0345
 GN0345.The horizontal coordinates were scaled from a topographic map and have
 GN0345.an estimated accuracy of +/- 6 seconds.
 GN0345
 GN0345.The orthometric height was determined by differential leveling
 GN0345.and adjusted by the National Geodetic Survey in June 1991..
 GN0345
 GN0345.The geoid height was determined by GEOID03.
 GN0345
 GN0345.The dynamic height is computed by dividing the NAVD 88
 GN0345.geopotential number by the normal gravity value computed on the
 GN0345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GN0345.degrees latitude (g = 980.6199 gals.).
 GN0345
 GN0345.The modeled gravity was interpolated from observed gravity values.
 GN0345
 GN0345;                    North         East    Units  Estimated Accuracy
 GN0345;SPC NM W     -   599,710.      825,690.      MT  (+/- 180 meters Scaled)
 GN0345
 GN0345                          SUPERSEDED SURVEY CONTROL
 GN0345
 GN0345  NGVD 29 (??/??/92) 2027.344  (m)         6651.38   (f) ADJ UNCH    2 0
 GN0345
 GN0345.Superseded values are not recommended for survey control.
 GN0345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0345.See file dsdata.txt to determine how the superseded data were derived.
 GN0345
 GN0345_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBA416329(NAD 83)
 GN0345_MARKER: DB = BENCH MARK DISK
 GN0345_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GN0345_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GN0345_STAMPING: C 69 1934
 GN0345_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GN0345+STABILITY: SURFACE MOTION
 GN0345
 GN0345  HISTORY     - Date     Condition        Report By
 GN0345  HISTORY     - 1934     MONUMENTED       CGS
 GN0345  HISTORY     - 1967     GOOD             USGS
 GN0345
 GN0345                          STATION DESCRIPTION
 GN0345
 GN0345'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 GN0345'5.9 MI N FROM HAYNES P O.
 GN0345'5.9 MILES N ALONG 1934 ROUTE OF STATE HIGHWAY 55 FROM HAYNES P.O.
 GN0345'ABOUT 1.6 MILES WNW OF HUERFANO TRADING POST, ABOUT 800 FEET ESE OF
 GN0345'NORTH 1/4 CORNER OF SEC 15.  T 25 N.  R 10 W.  IN Y OF TRACK ROAD AND
 GN0345'OLD ROAD SOUTH, 75 FEET SOUTH OF Y, 130 FEET N OF  OLD ROAD AT SHARP
 GN0345'DRAIN, 35 FEET E OF OLD ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0367 ***********************************************************************
 EO0367  DESIGNATION -  C 7
 EO0367  PID         -  EO0367
 EO0367  STATE/COUNTY-  NM/ROOSEVELT
 EO0367  USGS QUAD   -  PORTALES (1985)
 EO0367
 EO0367                         *CURRENT SURVEY CONTROL
 EO0367  ___________________________________________________________________
 EO0367* NAD 83(1986)-  34 11 14.     (N)    103 20 16.     (W)     SCALED    
 EO0367* NAVD 88     -      1221.480  (meters)    4007.47   (feet)  POSTED    
 EO0367  ___________________________________________________________________
 EO0367  GEOID HEIGHT-         -22.92  (meters)                     GEOID03
 EO0367  DYNAMIC HT  -        1219.910 (meters)    4002.32  (feet)  COMP
 EO0367  MODELED GRAV-     979,306.9   (mgal)                       NAVD 88
 EO0367
 EO0367  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 EO0367
 EO0367.The horizontal coordinates were scaled from a topographic map and have
 EO0367.an estimated accuracy of +/- 6 seconds.
 EO0367
 EO0367.The orthometric height was determined by differential leveling
 EO0367.and adjusted by the National Geodetic Survey in 1992..
 EO0367.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 EO0367.rate greater than 8.0 mm/km.
 EO0367
 EO0367.The geoid height was determined by GEOID03.
 EO0367
 EO0367.The dynamic height is computed by dividing the NAVD 88
 EO0367.geopotential number by the normal gravity value computed on the
 EO0367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0367.degrees latitude (g = 980.6199 gals.).
 EO0367
 EO0367.The modeled gravity was interpolated from observed gravity values.
 EO0367
 EO0367;                    North         East    Units  Estimated Accuracy
 EO0367;SPC NM E     -   353,870.      256,770.      MT  (+/- 180 meters Scaled)
 EO0367
 EO0367                          SUPERSEDED SURVEY CONTROL
 EO0367
 EO0367  NGVD 29 (??/??/92) 1220.98   (m)         4005.8    (f) COMPUTED    1 2
 EO0367
 EO0367.Superseded values are not recommended for survey control.
 EO0367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0367.See file dsdata.txt to determine how the superseded data were derived.
 EO0367
 EO0367_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFT531841(NAD 83)
 EO0367_MARKER: DB = BENCH MARK DISK
 EO0367_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EO0367_SP_SET: SIDEWALK
 EO0367_STAMPING: C-7-1916
 EO0367_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EO0367
 EO0367  HISTORY     - Date     Condition        Report By
 EO0367  HISTORY     - 1916     MONUMENTED       CGS
 EO0367  HISTORY     - 1934     GOOD             NGS
 EO0367  HISTORY     - 1953     MARK NOT FOUND   USPSQD
 EO0367
 EO0367                          STATION DESCRIPTION
 EO0367
 EO0367'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 EO0367'IN PORTALES.
 EO0367'AT PORTALES AT THE CORNER OF COLORADO AND LIBERTY STS. AT THE NORTH
 EO0367'SIDE OF THE ENTRANCE TO THE JOYCE PRINT COMPANY.  STAND. DISK SET IN
 EO0367'CONC. DOORWAY OF CONCRETE SIDEWALK.  AND STAMPED C-7-1916.
 EO0367
 EO0367                          STATION RECOVERY (1953)
 EO0367
 EO0367'RECOVERY NOTE BY US POWER SQUADRON 1953
 EO0367'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0300 ***********************************************************************
 GN0300  DESIGNATION -  C 71
 GN0300  PID         -  GN0300
 GN0300  STATE/COUNTY-  NM/RIO ARRIBA
 GN0300  USGS QUAD   -  TAFOYA CANYON (1963)
 GN0300
 GN0300                         *CURRENT SURVEY CONTROL
 GN0300  ___________________________________________________________________
 GN0300* NAD 83(1986)-  36 20 05.     (N)    107 27 22.     (W)     SCALED    
 GN0300* NAVD 88     -      1957.928  (meters)    6423.64   (feet)  ADJUSTED  
 GN0300  ___________________________________________________________________
 GN0300  GEOID HEIGHT-         -20.28  (meters)                     GEOID03
 GN0300  DYNAMIC HT  -        1955.310 (meters)    6415.05  (feet)  COMP
 GN0300  MODELED GRAV-     979,225.2   (mgal)                       NAVD 88
 GN0300
 GN0300  VERT ORDER  -  SECOND    CLASS 0
 GN0300
 GN0300.The horizontal coordinates were scaled from a topographic map and have
 GN0300.an estimated accuracy of +/- 6 seconds.
 GN0300
 GN0300.The orthometric height was determined by differential leveling
 GN0300.and adjusted by the National Geodetic Survey in June 1991..
 GN0300
 GN0300.The geoid height was determined by GEOID03.
 GN0300
 GN0300.The dynamic height is computed by dividing the NAVD 88
 GN0300.geopotential number by the normal gravity value computed on the
 GN0300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GN0300.degrees latitude (g = 980.6199 gals.).
 GN0300
 GN0300.The modeled gravity was interpolated from observed gravity values.
 GN0300
 GN0300;                    North         East    Units  Estimated Accuracy
 GN0300;SPC NM C     -   592,330.      391,720.      MT  (+/- 180 meters Scaled)
 GN0300
 GN0300                          SUPERSEDED SURVEY CONTROL
 GN0300
 GN0300  NGVD 29 (??/??/92) 1956.890  (m)         6420.23   (f) ADJ UNCH    2 0
 GN0300
 GN0300.Superseded values are not recommended for survey control.
 GN0300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0300.See file dsdata.txt to determine how the superseded data were derived.
 GN0300
 GN0300_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBA795238(NAD 83)
 GN0300_MARKER: DB = BENCH MARK DISK
 GN0300_SETTING: 66 = SET IN ROCK OUTCROP
 GN0300_SP_SET: SANDSTONE
 GN0300_STAMPING: C-71 1934
 GN0300_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GN0300+STABILITY: POSITION/ELEVATION WELL
 GN0300
 GN0300  HISTORY     - Date     Condition        Report By
 GN0300  HISTORY     - 1934     MONUMENTED       CGS
 GN0300
 GN0300                          STATION DESCRIPTION
 GN0300
 GN0300'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GN0300'39.1 MI SE FROM BLANCO.
 GN0300'39.1 MI SOUTHEAST ON STATE HWY NO. 44 ABOUT 50 YDS EAST OF A SIDE ROAD
 GN0300'LEADING TO TUFOYAS RANCH, ABOUT 100 YDS WEST OF A ROCK MOUND LOCATED
 GN0300'BY TWO TREES, AND 53 FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0239 ***********************************************************************
 GN0239  DESIGNATION -  C 72
 GN0239  PID         -  GN0239
 GN0239  STATE/COUNTY-  NM/SANDOVAL
 GN0239  USGS QUAD   -  CUBA (1963)
 GN0239
 GN0239                         *CURRENT SURVEY CONTROL
 GN0239  ___________________________________________________________________
 GN0239* NAD 83(1986)-  36 04 07.     (N)    106 58 13.     (W)     SCALED    
 GN0239* NAVD 88     -      2157.708  (meters)    7079.08   (feet)  ADJUSTED  
 GN0239  ___________________________________________________________________
 GN0239  GEOID HEIGHT-         -19.32  (meters)                     GEOID03
 GN0239  DYNAMIC HT  -        2154.681 (meters)    7069.15  (feet)  COMP
 GN0239  MODELED GRAV-     979,152.7   (mgal)                       NAVD 88
 GN0239
 GN0239  VERT ORDER  -  SECOND    CLASS 0
 GN0239
 GN0239.The horizontal coordinates were scaled from a topographic map and have
 GN0239.an estimated accuracy of +/- 6 seconds.
 GN0239
 GN0239.The orthometric height was determined by differential leveling
 GN0239.and adjusted by the National Geodetic Survey in June 1991..
 GN0239
 GN0239.The geoid height was determined by GEOID03.
 GN0239
 GN0239.The dynamic height is computed by dividing the NAVD 88
 GN0239.geopotential number by the normal gravity value computed on the
 GN0239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GN0239.degrees latitude (g = 980.6199 gals.).
 GN0239
 GN0239.The modeled gravity was interpolated from observed gravity values.
 GN0239
 GN0239;                    North         East    Units  Estimated Accuracy
 GN0239;SPC NM C     -   562,370.      435,120.      MT  (+/- 180 meters Scaled)
 GN0239
 GN0239                          SUPERSEDED SURVEY CONTROL
 GN0239
 GN0239  NGVD 29 (??/??/92) 2156.611  (m)         7075.48   (f) ADJ UNCH    2 0
 GN0239
 GN0239.Superseded values are not recommended for survey control.
 GN0239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0239.See file dsdata.txt to determine how the superseded data were derived.
 GN0239
 GN0239_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV225933(NAD 83)
 GN0239_MARKER: DB = BENCH MARK DISK
 GN0239_SETTING: 66 = SET IN ROCK OUTCROP
 GN0239_SP_SET: SANDSTONE
 GN0239_STAMPING: C-72 1934
 GN0239_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GN0239+STABILITY: POSITION/ELEVATION WELL
 GN0239
 GN0239  HISTORY     - Date     Condition        Report By
 GN0239  HISTORY     - 1934     MONUMENTED       CGS
 GN0239
 GN0239                          STATION DESCRIPTION
 GN0239
 GN0239'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GN0239'4.6 MI NW FROM CUBA.
 GN0239'4.6 MI NORTHWEST ON STATE HWY NO. 55 ABOUT 200 FEET SOUTH OF A SMALL
 GN0239'LAKE, 40 YDS SOUTHEAST OF A STEEL (GALV) CULVERT, ON THE OUTSIDE OF A
 GN0239'HORSE-SHOE CURVE, AND 26 FEET SOUTH OF THE CENTERLINE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0150 ***********************************************************************
 GN0150  DESIGNATION -  C 73
 GN0150  PID         -  GN0150
 GN0150  STATE/COUNTY-  NM/RIO ARRIBA
 GN0150  USGS QUAD   -  CANONES (1995)
 GN0150
 GN0150                         *CURRENT SURVEY CONTROL
 GN0150  ___________________________________________________________________
 GN0150* NAD 83(1986)-  36 14 01.     (N)    106 29 53.     (W)     SCALED    
 GN0150* NAVD 88     -      1968.101  (meters)    6457.01   (feet)  ADJUSTED  
 GN0150  ___________________________________________________________________
 GN0150  GEOID HEIGHT-         -18.58  (meters)                     GEOID03
 GN0150  DYNAMIC HT  -        1965.463 (meters)    6448.36  (feet)  COMP
 GN0150  MODELED GRAV-     979,221.8   (mgal)                       NAVD 88
 GN0150
 GN0150  VERT ORDER  -  SECOND    CLASS 0
 GN0150
 GN0150.The horizontal coordinates were scaled from a topographic map and have
 GN0150.an estimated accuracy of +/- 6 seconds.
 GN0150
 GN0150.The orthometric height was determined by differential leveling
 GN0150.and adjusted by the National Geodetic Survey in June 1991..
 GN0150
 GN0150.The geoid height was determined by GEOID03.
 GN0150
 GN0150.The dynamic height is computed by dividing the NAVD 88
 GN0150.geopotential number by the normal gravity value computed on the
 GN0150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GN0150.degrees latitude (g = 980.6199 gals.).
 GN0150
 GN0150.The modeled gravity was interpolated from observed gravity values.
 GN0150
 GN0150;                    North         East    Units  Estimated Accuracy
 GN0150;SPC NM C     -   580,460.      477,700.      MT  (+/- 180 meters Scaled)
 GN0150
 GN0150                          SUPERSEDED SURVEY CONTROL
 GN0150
 GN0150  NGVD 29 (??/??/92) 1967.041  (m)         6453.53   (f) ADJ UNCH    2 0
 GN0150
 GN0150.Superseded values are not recommended for survey control.
 GN0150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0150.See file dsdata.txt to determine how the superseded data were derived.
 GN0150
 GN0150_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCA653109(NAD 83)
 GN0150_MARKER: DB = BENCH MARK DISK
 GN0150_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GN0150_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GN0150_STAMPING: C-73 1934
 GN0150_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GN0150+STABILITY: SURFACE MOTION
 GN0150
 GN0150  HISTORY     - Date     Condition        Report By
 GN0150  HISTORY     - 1934     MONUMENTED       CGS
 GN0150  HISTORY     - 1951     GOOD             NMHD
 GN0150
 GN0150                          STATION DESCRIPTION
 GN0150
 GN0150'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GN0150'5.1 MI E FROM YOUNGSVILLE.
 GN0150'5.1 MI EAST ON STATE HWY NO. 96 46 FEET SOUTHEAST OF THE CENTERLINE OF
 GN0150'THE HIGHWAY.
 GN0150
 GN0150                          STATION RECOVERY (1951)
 GN0150
 GN0150'RECOVERY NOTE BY NM HIGHWAY DEPT 1951
 GN0150'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0290 ***********************************************************************
 GN0290  DESIGNATION -  C 74
 GN0290  PID         -  GN0290
 GN0290  STATE/COUNTY-  NM/RIO ARRIBA
 GN0290  USGS QUAD   -  BRAZOS (1983)
 GN0290
 GN0290                         *CURRENT SURVEY CONTROL
 GN0290  ___________________________________________________________________
 GN0290* NAD 83(1986)-  36 51 28.     (N)    106 35 21.     (W)     SCALED    
 GN0290* NAVD 88     -      2344.366  (meters)    7691.47   (feet)  ADJUSTED  
 GN0290  ___________________________________________________________________
 GN0290  GEOID HEIGHT-         -17.17  (meters)                     GEOID03
 GN0290  DYNAMIC HT  -        2341.148 (meters)    7680.92  (feet)  COMP
 GN0290  MODELED GRAV-     979,174.3   (mgal)                       NAVD 88
 GN0290
 GN0290  VERT ORDER  -  SECOND    CLASS 0
 GN0290
 GN0290.The horizontal coordinates were scaled from a topographic map and have
 GN0290.an estimated accuracy of +/- 6 seconds.
 GN0290
 GN0290.The orthometric height was determined by differential leveling
 GN0290.and adjusted by the National Geodetic Survey in June 1991..
 GN0290
 GN0290.The geoid height was determined by GEOID03.
 GN0290
 GN0290.The dynamic height is computed by dividing the NAVD 88
 GN0290.geopotential number by the normal gravity value computed on the
 GN0290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GN0290.degrees latitude (g = 980.6199 gals.).
 GN0290
 GN0290.The modeled gravity was interpolated from observed gravity values.
 GN0290
 GN0290;                    North         East    Units  Estimated Accuracy
 GN0290;SPC NM C     -   649,740.      469,760.      MT  (+/- 180 meters Scaled)
 GN0290
 GN0290                          SUPERSEDED SURVEY CONTROL
 GN0290
 GN0290  NGVD 29 (??/??/92) 2342.954  (m)         7686.84   (f) ADJ UNCH    2 0
 GN0290
 GN0290.Superseded values are not recommended for survey control.
 GN0290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0290.See file dsdata.txt to determine how the superseded data were derived.
 GN0290
 GN0290_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCA583802(NAD 83)
 GN0290_MARKER: DB = BENCH MARK DISK
 GN0290_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GN0290_SP_SET: ABUTMENT
 GN0290_STAMPING: C-74 1934
 GN0290_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GN0290
 GN0290  HISTORY     - Date     Condition        Report By
 GN0290  HISTORY     - 1934     MONUMENTED       CGS
 GN0290  HISTORY     - 1978     GOOD             USGS
 GN0290
 GN0290                          STATION DESCRIPTION
 GN0290
 GN0290'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GN0290'3.1 MI S FROM CHAMA.
 GN0290'3.1 MI SOUTH ON U.S. HWY NO. 285.  AT THE CHAMA RIVER BRIDGE, IN THE
 GN0290'TOP OF THE WEST END OF THE NORTH CONCRETE ABUTMENT OF THE BRIDGE, 9
 GN0290'1/2 FEET WEST OF THE CENTERLINE OF THE HIGHWAY.
 GN0290
 GN0290                          STATION RECOVERY (1978)
 GN0290
 GN0290'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 GN0290'0.2 MI SOUTH ALONG U.S. HWY. 84 FROM ITS JUNCTION WITH STATE HWY. 17
 GN0290'AT THE SOUTH EDGE OF CHAMA, THENCE 0.1 MI WEST ALONG A GRAVELED RD.
 GN0290'TO A T-RD. SOUTH, (OLD U.S. HWY. 285) THENCE SOUTH 1.5 MI ALONG OLD
 GN0290'HWY. TO SITE OF OLD BRIDGE OVER RIO CHAMA. SET IN THE TOP OF THE SW.
 GN0290'END OF THE NW. CONCRETE ABUTMENT. A STANDARD DISK STAMPED C 74 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0101 ***********************************************************************
 FN0101  DESIGNATION -  C 75
 FN0101  PID         -  FN0101
 FN0101  STATE/COUNTY-  NM/SAN MIGUEL
 FN0101  USGS QUAD   -  LAS VEGAS NW (1963)
 FN0101
 FN0101                         *CURRENT SURVEY CONTROL
 FN0101  ___________________________________________________________________
 FN0101* NAD 83(1986)-  35 38 31.     (N)    105 11 11.     (W)     SCALED    
 FN0101* NAVD 88     -      2000.630  (meters)    6563.73   (feet)  ADJUSTED  
 FN0101  ___________________________________________________________________
 FN0101  GEOID HEIGHT-         -18.79  (meters)                     GEOID03
 FN0101  DYNAMIC HT  -        1997.876 (meters)    6554.70  (feet)  COMP
 FN0101  MODELED GRAV-     979,185.0   (mgal)                       NAVD 88
 FN0101
 FN0101  VERT ORDER  -  SECOND    CLASS 0
 FN0101
 FN0101.The horizontal coordinates were scaled from a topographic map and have
 FN0101.an estimated accuracy of +/- 6 seconds.
 FN0101
 FN0101.The orthometric height was determined by differential leveling
 FN0101.and adjusted by the National Geodetic Survey in June 1991..
 FN0101
 FN0101.The geoid height was determined by GEOID03.
 FN0101
 FN0101.The dynamic height is computed by dividing the NAVD 88
 FN0101.geopotential number by the normal gravity value computed on the
 FN0101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FN0101.degrees latitude (g = 980.6199 gals.).
 FN0101
 FN0101.The modeled gravity was interpolated from observed gravity values.
 FN0101
 FN0101;                    North         East    Units  Estimated Accuracy
 FN0101;SPC NM E     -   515,130.       87,750.      MT  (+/- 180 meters Scaled)
 FN0101
 FN0101                          SUPERSEDED SURVEY CONTROL
 FN0101
 FN0101  NGVD 29 (??/??/92) 1999.650  (m)         6560.52   (f) ADJ UNCH    2 0
 FN0101
 FN0101.Superseded values are not recommended for survey control.
 FN0101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0101.See file dsdata.txt to determine how the superseded data were derived.
 FN0101
 FN0101_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV831442(NAD 83)
 FN0101_MARKER: DB = BENCH MARK DISK
 FN0101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FN0101_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FN0101_STAMPING: C 75 1934
 FN0101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FN0101+STABILITY: SURFACE MOTION
 FN0101
 FN0101  HISTORY     - Date     Condition        Report By
 FN0101  HISTORY     - 1934     MONUMENTED       CGS
 FN0101  HISTORY     - 1957     GOOD             NGS
 FN0101
 FN0101                          STATION DESCRIPTION
 FN0101
 FN0101'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 FN0101'3.9 MI NE FROM LAS VEGAS.
 FN0101'3.9 MILES NORTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 FN0101'FROM THE STATION AT LAS VEGAS, 56 FEET WEST OF SEMAPHORE 766.2, 44.4
 FN0101'FEET WEST OF THE WEST RAIL, 37 FEET EAST OF THE CENTER LINE OF AN
 FN0101'OILED ROAD, 18 FEET NORTHWEST OF A TELEPHONE POLE, 2 FEET EAST OF A
 FN0101'FENCE, 1.4 FEET NORTH OF A WITNESS POST, 75 FEET SOUTHWEST OF BENCH
 FN0101'MARK RV 110 (A.T. AND S.F.RY.), SET IN THE TOP OF A CONCRETE POST
 FN0101'WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0140 ***********************************************************************
 GM0140  DESIGNATION -  C 76
 GM0140  PID         -  GM0140
 GM0140  STATE/COUNTY-  NM/MORA
 GM0140  USGS QUAD   -  WAGON MOUND (1964)
 GM0140
 GM0140                         *CURRENT SURVEY CONTROL
 GM0140  ___________________________________________________________________
 GM0140* NAD 83(1986)-  36 03 13.     (N)    104 41 28.     (W)     SCALED    
 GM0140* NAVD 88     -      1887.947  (meters)    6194.04   (feet)  ADJUSTED  
 GM0140  ___________________________________________________________________
 GM0140  GEOID HEIGHT-         -19.07  (meters)                     GEOID03
 GM0140  DYNAMIC HT  -        1885.443 (meters)    6185.82  (feet)  COMP
 GM0140  MODELED GRAV-     979,239.2   (mgal)                       NAVD 88
 GM0140
 GM0140  VERT ORDER  -  SECOND    CLASS 0
 GM0140
 GM0140.The horizontal coordinates were scaled from a topographic map and have
 GM0140.an estimated accuracy of +/- 6 seconds.
 GM0140
 GM0140.The orthometric height was determined by differential leveling
 GM0140.and adjusted by the National Geodetic Survey in June 1991..
 GM0140
 GM0140.The geoid height was determined by GEOID03.
 GM0140
 GM0140.The dynamic height is computed by dividing the NAVD 88
 GM0140.geopotential number by the normal gravity value computed on the
 GM0140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GM0140.degrees latitude (g = 980.6199 gals.).
 GM0140
 GM0140.The modeled gravity was interpolated from observed gravity values.
 GM0140
 GM0140;                    North         East    Units  Estimated Accuracy
 GM0140;SPC NM E     -   560,530.      132,770.      MT  (+/- 180 meters Scaled)
 GM0140
 GM0140                          SUPERSEDED SURVEY CONTROL
 GM0140
 GM0140  NGVD 29 (??/??/92) 1887.038  (m)         6191.06   (f) ADJ UNCH    2 0
 GM0140
 GM0140.Superseded values are not recommended for survey control.
 GM0140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0140.See file dsdata.txt to determine how the superseded data were derived.
 GM0140
 GM0140_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEV278899(NAD 83)
 GM0140_MARKER: DB = BENCH MARK DISK
 GM0140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GM0140_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GM0140_STAMPING: C 76 1934
 GM0140_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GM0140+STABILITY: SURFACE MOTION
 GM0140_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GM0140+SATELLITE: SATELLITE OBSERVATIONS - May 27, 2005
 GM0140
 GM0140  HISTORY     - Date     Condition        Report By
 GM0140  HISTORY     - 1934     MONUMENTED       CGS
 GM0140  HISTORY     - 20050527 GOOD             NGS
 GM0140
 GM0140                          STATION DESCRIPTION
 GM0140
 GM0140'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GM0140'3.2 MI NE FROM WAGON MOUND.
 GM0140'3.2 MI. N.E. ON A.T. AND S.F. RY.  13 FT. N.W. MILE POLE NO. 722, 47
 GM0140'FT. W. OF CENTER LINE OF TRACK, 54 FT. E. OF U.S. NO. 85 AND 3 FT. E.
 GM0140'OF FENCE.
 GM0140
 GM0140                          STATION RECOVERY (2005)
 GM0140
 GM0140'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DW)
 GM0140'OLD US 85 IS NOW FRONTAGE ROAD FOR INTERSTATE 25.  RR IS NOW PART OF
 GM0140'BNSF SYSTEM.  A WITNESS POST IS PRESENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0132 ***********************************************************************
 FN0132  DESIGNATION -  C 78
 FN0132  PID         -  FN0132
 FN0132  STATE/COUNTY-  NM/SAN MIGUEL
 FN0132  USGS QUAD   -  LAS VEGAS NW (1963)
 FN0132
 FN0132                         *CURRENT SURVEY CONTROL
 FN0132  ___________________________________________________________________
 FN0132* NAD 83(1986)-  35 43 13.     (N)    105 12 49.     (W)     SCALED    
 FN0132* NAVD 88     -      2097.368  (meters)    6881.11   (feet)  ADJUSTED  
 FN0132  ___________________________________________________________________
 FN0132  GEOID HEIGHT-         -18.51  (meters)                     GEOID03
 FN0132  DYNAMIC HT  -        2094.451 (meters)    6871.54  (feet)  COMP
 FN0132  MODELED GRAV-     979,167.3   (mgal)                       NAVD 88
 FN0132
 FN0132  VERT ORDER  -  SECOND    CLASS 0
 FN0132
 FN0132.The horizontal coordinates were scaled from a topographic map and have
 FN0132.an estimated accuracy of +/- 6 seconds.
 FN0132
 FN0132.The orthometric height was determined by differential leveling
 FN0132.and adjusted by the National Geodetic Survey in June 1991..
 FN0132
 FN0132.The geoid height was determined by GEOID03.
 FN0132
 FN0132.The dynamic height is computed by dividing the NAVD 88
 FN0132.geopotential number by the normal gravity value computed on the
 FN0132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FN0132.degrees latitude (g = 980.6199 gals.).
 FN0132
 FN0132.The modeled gravity was interpolated from observed gravity values.
 FN0132
 FN0132;                    North         East    Units  Estimated Accuracy
 FN0132;SPC NM E     -   523,840.       85,360.      MT  (+/- 180 meters Scaled)
 FN0132
 FN0132                          SUPERSEDED SURVEY CONTROL
 FN0132
 FN0132  NGVD 29 (??/??/92) 2096.349  (m)         6877.77   (f) ADJ UNCH    2 0
 FN0132
 FN0132.Superseded values are not recommended for survey control.
 FN0132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0132.See file dsdata.txt to determine how the superseded data were derived.
 FN0132
 FN0132_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV806529(NAD 83)
 FN0132_MARKER: DB = BENCH MARK DISK
 FN0132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FN0132_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FN0132_STAMPING: C 78 1934
 FN0132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FN0132+STABILITY: SURFACE MOTION
 FN0132
 FN0132  HISTORY     - Date     Condition        Report By
 FN0132  HISTORY     - 1934     MONUMENTED       CGS
 FN0132  HISTORY     - 1962     GOOD             USGS
 FN0132
 FN0132                          STATION DESCRIPTION
 FN0132
 FN0132'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 FN0132'9.6 MI N FROM LAS VEGAS.
 FN0132'9.6 MILES NORTH ALONG STATE HIGHWAY 3, FROM LAS VEGAS, SAN MIGUEL
 FN0132'COUNTY, AT THE CORNER OF 7TH STREET AND DOUGLAS, 10.0 MILES NORTH OF
 FN0132'AND ALONG 7TH STREET AND STATE HIGHWAY 3 TO A T-ROAD EAST, 0.5 MILE
 FN0132'EAST ALONG A GRADED ROAD TO ITS JUNCTION WITH OLD HIGHWAY 3, THENCE
 FN0132'2.0 MILES SOUTHEAST ALONG OLD STATE 3, 2020 FEET SOUTHEAST OF A DOUBLE
 FN0132'GATE AND 28 FEET NORTHEAST OF A FENCE THAT GOES DOWN THE CENTER OF OLD
 FN0132'STATE HIGHWAY 3.  A STANDARD DISK, SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0474 ***********************************************************************
 GM0474  DESIGNATION -  C 79
 GM0474  PID         -  GM0474
 GM0474  STATE/COUNTY-  NM/TAOS
 GM0474  USGS QUAD   -  TRES RITOS (1995)
 GM0474
 GM0474                         *CURRENT SURVEY CONTROL
 GM0474  ___________________________________________________________________
 GM0474* NAD 83(1986)-  36 09 46.     (N)    105 34 26.     (W)     SCALED    
 GM0474* NAVD 88     -      2447.399  (meters)    8029.51   (feet)  ADJUSTED  
 GM0474  ___________________________________________________________________
 GM0474  GEOID HEIGHT-         -16.92  (meters)                     GEOID03
 GM0474  DYNAMIC HT  -        2443.872 (meters)    8017.94  (feet)  COMP
 GM0474  MODELED GRAV-     979,102.9   (mgal)                       NAVD 88
 GM0474
 GM0474  VERT ORDER  -  SECOND    CLASS 0
 GM0474
 GM0474.The horizontal coordinates were scaled from a topographic map and have
 GM0474.an estimated accuracy of +/- 6 seconds.
 GM0474
 GM0474.The orthometric height was determined by differential leveling
 GM0474.and adjusted by the National Geodetic Survey in June 1991..
 GM0474
 GM0474.The geoid height was determined by GEOID03.
 GM0474
 GM0474.The dynamic height is computed by dividing the NAVD 88
 GM0474.geopotential number by the normal gravity value computed on the
 GM0474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GM0474.degrees latitude (g = 980.6199 gals.).
 GM0474
 GM0474.The modeled gravity was interpolated from observed gravity values.
 GM0474
 GM0474;                    North         East    Units  Estimated Accuracy
 GM0474;SPC NM C     -   572,790.      560,830.      MT  (+/- 180 meters Scaled)
 GM0474
 GM0474                          SUPERSEDED SURVEY CONTROL
 GM0474
 GM0474  NGVD 29 (??/??/92) 2446.176  (m)         8025.50   (f) ADJ UNCH    2 0
 GM0474
 GM0474.Superseded values are not recommended for survey control.
 GM0474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0474.See file dsdata.txt to determine how the superseded data were derived.
 GM0474
 GM0474_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDA483021(NAD 83)
 GM0474_MARKER: DB = BENCH MARK DISK
 GM0474_SETTING: 80 = SET IN A BOULDER
 GM0474_STAMPING: C 79 1934
 GM0474_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GM0474+STABILITY: SURFACE MOTION
 GM0474
 GM0474  HISTORY     - Date     Condition        Report By
 GM0474  HISTORY     - 1934     MONUMENTED       CGS
 GM0474  HISTORY     - 1940     GOOD             NGS
 GM0474
 GM0474                          STATION DESCRIPTION
 GM0474
 GM0474'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 GM0474'8.3 MI NE FROM PENASCO.
 GM0474'TO REACH FROM THE PENASCO RANGER STATION, PROCEED NORTHEASTERLY ON
 GM0474'ROAD TOWARDS U. S. HILL, GO 5.5 MILES.  AT THE FOOT OF U. S. HILL,
 GM0474'CONTINUE STRAIGHT (NORTHEAST) ONTO STATE HIGHWAY NO. 3, GO 2.8 MILES.
 GM0474'BENCH MARK IS 22.2 MILES SOUTH OF TAOS, TAOS COUNTY.  ON THE NORTH
 GM0474'BANK OF A CREEK.  84 FEET SOUTH ACROSS HIGHWAY FROM HIGHWAY STAKE NO.
 GM0474'320.  62 FEET SOUTH OF CENTER LINE OF THE HIGHWAY.  ON TOP OF A
 GM0474'SANDSTONE BOULDER PROJECTING ABOUT 2.5 FEET.  A STD. DISK B M SET
 GM0474'HORIZONTALLY IN A DRILL HOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0475 ***********************************************************************
 GM0475  DESIGNATION -  C 79 RESET
 GM0475  PID         -  GM0475
 GM0475  STATE/COUNTY-  NM/TAOS
 GM0475  USGS QUAD   -  TRES RITOS (1995)
 GM0475
 GM0475                         *CURRENT SURVEY CONTROL
 GM0475  ___________________________________________________________________
 GM0475* NAD 83(1986)-  36 09 47.     (N)    105 34 26.     (W)     SCALED    
 GM0475* NAVD 88     -      2449.96   (+/-2cm)    8037.9    (feet)  VERTCON   
 GM0475  ___________________________________________________________________
 GM0475  GEOID HEIGHT-         -16.92  (meters)                     GEOID03
 GM0475
 GM0475  VERT ORDER  -  THIRD (See Below)
 GM0475
 GM0475.The horizontal coordinates were scaled from a topographic map and have
 GM0475.an estimated accuracy of +/- 6 seconds.
 GM0475
 GM0475.The NAVD 88 height was computed by applying the VERTCON shift value to
 GM0475.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GM0475.The vertical order pertains to the NGVD 29 superseded value.
 GM0475
 GM0475.The geoid height was determined by GEOID03.
 GM0475
 GM0475;                    North         East    Units  Estimated Accuracy
 GM0475;SPC NM C     -   572,820.      560,830.      MT  (+/- 180 meters Scaled)
 GM0475
 GM0475                          SUPERSEDED SURVEY CONTROL
 GM0475
 GM0475  NGVD 29 (??/??/??) 2448.73   (m)         8033.9    (f) RESET       3  
 GM0475
 GM0475.Superseded values are not recommended for survey control.
 GM0475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0475.See file dsdata.txt to determine how the superseded data were derived.
 GM0475
 GM0475_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDA483021(NAD 83)
 GM0475_MARKER: DB = BENCH MARK DISK
 GM0475_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GM0475_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GM0475_STAMPING: C 79 RESET 1960
 GM0475_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GM0475+STABILITY: SURFACE MOTION
 GM0475
 GM0475  HISTORY     - Date     Condition        Report By
 GM0475  HISTORY     - 1960     MONUMENTED       CGS
 GM0475  HISTORY     - 1964     GOOD             USGS
 GM0475
 GM0475                          STATION DESCRIPTION
 GM0475
 GM0475'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 GM0475'22.2 MI SE FROM TAOS.
 GM0475'TAOS, ABOUT 22.2 MILES SOUTHEAST OF ALONG STATE ROUTE 3, 66 FEET NORTH
 GM0475'OF CENTER LINE OF HIGHWAY, 343 FEET ENE OF THE NE CORNER OF A CONCRETE
 GM0475'BRIDGE ABUTMENT OVER THE RIO PUEBLO.  60 FEET WEST OF A LARGE BOULDER,
 GM0475'7 FT. X 4 FT. X 5 FT., IMBEDDED IN THE GROUND, AND 77 FEET EAST OF A
 GM0475'FOREST SERVICE SIGN READING MAES CANYON TRAIL NO. 25, A STANDARD
 GM0475'TABLET STAMPED C 79 RESET IN THE TOP OF A CONCRETE CYLINDER PROJECTING
 GM0475'4 ABOVE GROUND NEAR A 4 X 4 IN. WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0815 ***********************************************************************
 DR0815  DESIGNATION -  C 8
 DR0815  PID         -  DR0815
 DR0815  STATE/COUNTY-  NM/CHAVES
 DR0815  USGS QUAD   -  ELKINS (1982)
 DR0815
 DR0815                         *CURRENT SURVEY CONTROL
 DR0815  ___________________________________________________________________
 DR0815* NAD 83(1986)-  33 43 17.     (N)    104 00 11.     (W)     SCALED    
 DR0815* NAVD 88     -      1239.808  (meters)    4067.60   (feet)  POSTED    
 DR0815  ___________________________________________________________________
 DR0815  GEOID HEIGHT-         -23.08  (meters)                     GEOID03
 DR0815  DYNAMIC HT  -        1238.130 (meters)    4062.10  (feet)  COMP
 DR0815  MODELED GRAV-     979,242.7   (mgal)                       NAVD 88
 DR0815
 DR0815  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 DR0815
 DR0815.The horizontal coordinates were scaled from a topographic map and have
 DR0815.an estimated accuracy of +/- 6 seconds.
 DR0815
 DR0815.The orthometric height was determined by differential leveling
 DR0815.and adjusted by the National Geodetic Survey in 1992..
 DR0815.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 DR0815.rate of 0.0 thru 1.0 mm/km.
 DR0815
 DR0815.The geoid height was determined by GEOID03.
 DR0815
 DR0815.The dynamic height is computed by dividing the NAVD 88
 DR0815.geopotential number by the normal gravity value computed on the
 DR0815.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0815.degrees latitude (g = 980.6199 gals.).
 DR0815
 DR0815.The modeled gravity was interpolated from observed gravity values.
 DR0815
 DR0815;                    North         East    Units  Estimated Accuracy
 DR0815;SPC NM E     -   301,810.      195,610.      MT  (+/- 180 meters Scaled)
 DR0815
 DR0815                          SUPERSEDED SURVEY CONTROL
 DR0815
 DR0815  NGVD 29 (??/??/92) 1239.220  (m)         4065.67   (f) ADJ UNCH    1 2
 DR0815
 DR0815.Superseded values are not recommended for survey control.
 DR0815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0815.See file dsdata.txt to determine how the superseded data were derived.
 DR0815
 DR0815_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SET923317(NAD 83)
 DR0815_MARKER: X = CHISELED CROSS
 DR0815_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DR0815_SP_SET: MILEPOST
 DR0815_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR0815
 DR0815  HISTORY     - Date     Condition        Report By
 DR0815  HISTORY     - UNK      MONUMENTED       CGS
 DR0815  HISTORY     - 1941     GOOD             NGS
 DR0815  HISTORY     - 1975     MARK NOT FOUND   NGS
 DR0815
 DR0815                          STATION DESCRIPTION
 DR0815
 DR0815'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 DR0815'2.1 MI SW FROM BOAZ.
 DR0815'2.1 MILES SOUTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 DR0815'FROM THE STATION AT BOAZ, ON THE TOP OF IRON MILEPOST 68, 10 FEET
 DR0815'NORTHWEST OF THE CENTERLINE OF THE TRACK, AND LEVEL WITH THE TRACK. A
 DR0815'CHISELED CROSS.
 DR0815
 DR0815                          STATION RECOVERY (1975)
 DR0815
 DR0815'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 DR0815'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0100 ***********************************************************************
 FO0100  DESIGNATION -  C 81
 FO0100  PID         -  FO0100
 FO0100  STATE/COUNTY-  NM/LOS ALAMOS
 FO0100  USGS QUAD   -  GUAJE MOUNTAIN (1993)
 FO0100
 FO0100                         *CURRENT SURVEY CONTROL
 FO0100  ___________________________________________________________________
 FO0100* NAD 83(1986)-  35 52 51.     (N)    106 19 22.     (W)     SCALED    
 FO0100* NAVD 88     -      2213.682  (meters)    7262.72   (feet)  ADJUSTED  
 FO0100  ___________________________________________________________________
 FO0100  GEOID HEIGHT-         -19.12  (meters)                     GEOID03
 FO0100  DYNAMIC HT  -        2210.527 (meters)    7252.37  (feet)  COMP
 FO0100  MODELED GRAV-     979,128.2   (mgal)                       NAVD 88
 FO0100
 FO0100  VERT ORDER  -  SECOND    CLASS 0
 FO0100
 FO0100.The horizontal coordinates were scaled from a topographic map and have
 FO0100.an estimated accuracy of +/- 6 seconds.
 FO0100
 FO0100.The orthometric height was determined by differential leveling
 FO0100.and adjusted by the National Geodetic Survey in June 1991..
 FO0100
 FO0100.The geoid height was determined by GEOID03.
 FO0100
 FO0100.The dynamic height is computed by dividing the NAVD 88
 FO0100.geopotential number by the normal gravity value computed on the
 FO0100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0100.degrees latitude (g = 980.6199 gals.).
 FO0100
 FO0100.The modeled gravity was interpolated from observed gravity values.
 FO0100
 FO0100;                    North         East    Units  Estimated Accuracy
 FO0100;SPC NM C     -   541,290.      493,430.      MT  (+/- 180 meters Scaled)
 FO0100
 FO0100                          SUPERSEDED SURVEY CONTROL
 FO0100
 FO0100  NGVD 29 (??/??/92) 2212.584  (m)         7259.12   (f) ADJ UNCH    2 0
 FO0100
 FO0100.Superseded values are not recommended for survey control.
 FO0100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0100.See file dsdata.txt to determine how the superseded data were derived.
 FO0100
 FO0100_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV805715(NAD 83)
 FO0100_MARKER: DB = BENCH MARK DISK
 FO0100_SETTING: 66 = SET IN ROCK OUTCROP
 FO0100_SP_SET: LIMESTONE OUTCROP
 FO0100_STAMPING: C 81 1934
 FO0100_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FO0100+STABILITY: POSITION/ELEVATION WELL
 FO0100
 FO0100  HISTORY     - Date     Condition        Report By
 FO0100  HISTORY     - 1934     MONUMENTED       CGS
 FO0100  HISTORY     - 1941     GOOD             NGS
 FO0100  HISTORY     - 20050520 MARK NOT FOUND   USPSQD
 FO0100
 FO0100                          STATION DESCRIPTION
 FO0100
 FO0100'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 FO0100'1.3 MI W FROM OTOWI.
 FO0100'1.3 MILES WEST ALONG A ROAD LEADING TO SULPHUR SPRINGS FROM THE POST
 FO0100'OFFICE AT OTOWI, SANDOVAL COUNTY, 0.2 MILE WEST OF THE SUMMIT OF A
 FO0100'STEEP GRADE, ON THE INSIDE OF A HAIR PIN CURVE, 19 FEET SOUTH OF THE
 FO0100'CENTERLINE OF THE ROAD, 16 FEET EAST OF A 36-INCH GALVANIZED IRON PIPE
 FO0100'CULVERT, 14 FEET WEST OF A 24-INCH GALVANIZED IRON PIPE CULVERT, IN
 FO0100'THE TOP OF A LIMESTONE  OUTCROP, 1.8 FEET NORTH OF THE SOUTH EDGE, AND
 FO0100'1.4 FEET LOWER THAN THE ROAD.  A STANDARD DISK, STAMPED C 81 1934.
 FO0100
 FO0100                          STATION RECOVERY (2005)
 FO0100
 FO0100'RECOVERY NOTE BY US POWER SQUADRON 2005 (RPJ)
 FO0100'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0916 ***********************************************************************
 DS0916  DESIGNATION -  C 82
 DS0916  PID         -  DS0916
 DS0916  STATE/COUNTY-  NM/SIERRA
 DS0916  USGS QUAD   -  CUCHILLO (1980)
 DS0916
 DS0916                         *CURRENT SURVEY CONTROL
 DS0916  ___________________________________________________________________
 DS0916* NAD 83(1986)-  33 07 48.     (N)    107 15 02.     (W)     SCALED    
 DS0916* NAVD 88     -      1297.678  (meters)    4257.47   (feet)  ADJUSTED  
 DS0916  ___________________________________________________________________
 DS0916  GEOID HEIGHT-         -23.28  (meters)                     GEOID03
 DS0916  DYNAMIC HT  -        1295.812 (meters)    4251.34  (feet)  COMP
 DS0916  MODELED GRAV-     979,154.4   (mgal)                       NAVD 88
 DS0916
 DS0916  VERT ORDER  -  SECOND    CLASS 0
 DS0916
 DS0916.The horizontal coordinates were scaled from a topographic map and have
 DS0916.an estimated accuracy of +/- 6 seconds.
 DS0916
 DS0916.The orthometric height was determined by differential leveling
 DS0916.and adjusted by the National Geodetic Survey in June 1991..
 DS0916
 DS0916.The geoid height was determined by GEOID03.
 DS0916
 DS0916.The dynamic height is computed by dividing the NAVD 88
 DS0916.geopotential number by the normal gravity value computed on the
 DS0916.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0916.degrees latitude (g = 980.6199 gals.).
 DS0916
 DS0916.The modeled gravity was interpolated from observed gravity values.
 DS0916
 DS0916;                    North         East    Units  Estimated Accuracy
 DS0916;SPC NM W     -   236,320.      884,380.      MT  (+/- 180 meters Scaled)
 DS0916
 DS0916                          SUPERSEDED SURVEY CONTROL
 DS0916
 DS0916  NGVD 29 (??/??/92) 1297.045  (m)         4255.39   (f) ADJ UNCH    2 0
 DS0916
 DS0916.Superseded values are not recommended for survey control.
 DS0916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0916.See file dsdata.txt to determine how the superseded data were derived.
 DS0916
 DS0916_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBS900679(NAD 83)
 DS0916_MARKER: DB = BENCH MARK DISK
 DS0916_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DS0916_SP_SET: CULVERT
 DS0916_STAMPING: C 82 1934
 DS0916_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DS0916
 DS0916  HISTORY     - Date     Condition        Report By
 DS0916  HISTORY     - 1934     MONUMENTED       CGS
 DS0916  HISTORY     - 1953     MARK NOT FOUND   NGS
 DS0916
 DS0916                          STATION DESCRIPTION
 DS0916
 DS0916'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 DS0916'IN HOT SPRINGS.
 DS0916'AT HOT SPRINGS, SIERRA COUNTY, ON U. S. HIGHWAY 85, AT THE EAST EDGE
 DS0916'OF TOWN, 300 FEET SOUTH OF A SCHOOLHOUSE, 200 FEET NORTH OF THE
 DS0916'INTERSECTION OF MAIN STREET, 95 FEET WEST OF THE CENTERLINE OF THE
 DS0916'HIGHWAY, 35 FEET SOUTHWEST OF A POWER-TRANSMISSION LINE POLE AND A
 DS0916'STREET LIGHT, AT A 5- BY 9-FOOT CONCRETE-BOX CULVERT WITH A CONCRETE
 DS0916'RETAINING WALL ON THE EAST SIDE OF A STORM DRAIN, AND IN THE TOP OF
 DS0916'THE EAST END OF THE NORTH CONCRETE HEADWALL.  A STANDARD DISK, STAMPED
 DS0916'C 82 1934.  NOTE-- HOT SPRINGS N.M. HAS BEEN RENAMED TRUTH OR
 DS0916'CONSEQUENCES N.M.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0565 ***********************************************************************
 FO0565  DESIGNATION -  C 83
 FO0565  PID         -  FO0565
 FO0565  STATE/COUNTY-  NM/SANDOVAL
 FO0565  USGS QUAD   -  PONDEROSA (1993)
 FO0565
 FO0565                         *CURRENT SURVEY CONTROL
 FO0565  ___________________________________________________________________
 FO0565* NAD 83(1986)-  35 41 17.     (N)    106 38 54.     (W)     SCALED    
 FO0565* NAVD 88     -      1947.196  (meters)    6388.43   (feet)  ADJUSTED  
 FO0565  ___________________________________________________________________
 FO0565  GEOID HEIGHT-         -19.69  (meters)                     GEOID03
 FO0565  DYNAMIC HT  -        1944.520 (meters)    6379.65  (feet)  COMP
 FO0565  MODELED GRAV-     979,189.3   (mgal)                       NAVD 88
 FO0565
 FO0565  VERT ORDER  -  SECOND    CLASS 0
 FO0565
 FO0565.The horizontal coordinates were scaled from a topographic map and have
 FO0565.an estimated accuracy of +/- 6 seconds.
 FO0565
 FO0565.The orthometric height was determined by differential leveling
 FO0565.and adjusted by the National Geodetic Survey in June 1991..
 FO0565
 FO0565.The geoid height was determined by GEOID03.
 FO0565
 FO0565.The dynamic height is computed by dividing the NAVD 88
 FO0565.geopotential number by the normal gravity value computed on the
 FO0565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0565.degrees latitude (g = 980.6199 gals.).
 FO0565
 FO0565.The modeled gravity was interpolated from observed gravity values.
 FO0565
 FO0565;                    North         East    Units  Estimated Accuracy
 FO0565;SPC NM C     -   519,980.      463,950.      MT  (+/- 180 meters Scaled)
 FO0565
 FO0565                          SUPERSEDED SURVEY CONTROL
 FO0565
 FO0565  NGVD 29 (??/??/92) 1946.220  (m)         6385.22   (f) ADJ UNCH    2 0
 FO0565
 FO0565.Superseded values are not recommended for survey control.
 FO0565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0565.See file dsdata.txt to determine how the superseded data were derived.
 FO0565
 FO0565_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV508506(NAD 83)
 FO0565_MARKER: DB = BENCH MARK DISK
 FO0565_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FO0565_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FO0565_STAMPING: C 83 1934
 FO0565_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO0565+STABILITY: SURFACE MOTION
 FO0565
 FO0565  HISTORY     - Date     Condition        Report By
 FO0565  HISTORY     - 1934     MONUMENTED       CGS
 FO0565  HISTORY     - 1941     GOOD             NGS
 FO0565
 FO0565                          STATION DESCRIPTION
 FO0565
 FO0565'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 FO0565'1.3 MI NE FROM JEMES.
 FO0565'1.3 MILES NORTHEAST ALONG STATE HIGHWAY 4 FROM THE CATHOLIC CHURCH AT
 FO0565'JEMES, SANDOVAL COUNTY, THENCE 7.2 MILES EAST ALONG A ROAD LEADING TO
 FO0565'PENABLANCA.  0.2 MILE EAST OF A WOODEN BRIDGE OVER A CREEK, 67 FEET
 FO0565'SOUTH OF THE NORTHEAST END OF A 24-INCH GALVANIZED-IRON PIPE CULVERT,
 FO0565'48 FEET SOUTHWEST OF THE CENTERLINE OF THE ROAD, 30 FEET NORTHEAST OF
 FO0565'A LARGE PINE TREE, 18 FEET WEST OF THE EDGE OF THE BANK OF A CREEK,
 FO0565'1.3 FEET WEST OF A 4- BY 4-INCH WHITE WOODEN POST STENCILED U.S.B.M.,
 FO0565'AND LEVEL WITH THE ROAD.  A STANDARD DISK, STAMPED C 83 1934 AND SET
 FO0565'IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1146 ***********************************************************************
 GL1146  DESIGNATION -  C 84
 GL1146  PID         -  GL1146
 GL1146  STATE/COUNTY-  NM/UNION
 GL1146  USGS QUAD   -  EMERY PEAK (1972)
 GL1146
 GL1146                         *CURRENT SURVEY CONTROL
 GL1146  ___________________________________________________________________
 GL1146* NAD 83(1986)-  36 55 46.     (N)    103 52 24.     (W)     SCALED    
 GL1146* NAVD 88     -      1969.158  (meters)    6460.48   (feet)  ADJUSTED  
 GL1146  ___________________________________________________________________
 GL1146  GEOID HEIGHT-         -19.26  (meters)                     GEOID03
 GL1146  DYNAMIC HT  -        1966.725 (meters)    6452.50  (feet)  COMP
 GL1146  MODELED GRAV-     979,324.7   (mgal)                       NAVD 88
 GL1146
 GL1146  VERT ORDER  -  SECOND    CLASS 0
 GL1146
 GL1146.The horizontal coordinates were scaled from a topographic map and have
 GL1146.an estimated accuracy of +/- 6 seconds.
 GL1146
 GL1146.The orthometric height was determined by differential leveling
 GL1146.and adjusted by the National Geodetic Survey in June 1991..
 GL1146
 GL1146.The geoid height was determined by GEOID03.
 GL1146
 GL1146.The dynamic height is computed by dividing the NAVD 88
 GL1146.geopotential number by the normal gravity value computed on the
 GL1146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL1146.degrees latitude (g = 980.6199 gals.).
 GL1146
 GL1146.The modeled gravity was interpolated from observed gravity values.
 GL1146
 GL1146;                    North         East    Units  Estimated Accuracy
 GL1146;SPC NM E     -   657,750.      205,980.      MT  (+/- 180 meters Scaled)
 GL1146
 GL1146                          SUPERSEDED SURVEY CONTROL
 GL1146
 GL1146  NGVD 29 (??/??/92) 1968.137  (m)         6457.13   (f) ADJ UNCH    2 0
 GL1146
 GL1146.Superseded values are not recommended for survey control.
 GL1146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1146.See file dsdata.txt to determine how the superseded data were derived.
 GL1146
 GL1146_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA003876(NAD 83)
 GL1146_MARKER: DB = BENCH MARK DISK
 GL1146_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GL1146_SP_SET: ABUTMENT
 GL1146_STAMPING: C-84 1934
 GL1146_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GL1146
 GL1146  HISTORY     - Date     Condition        Report By
 GL1146  HISTORY     - 1934     MONUMENTED       CGS
 GL1146
 GL1146                          STATION DESCRIPTION
 GL1146
 GL1146'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GL1146'7.7 MI SE FROM BRANSON.
 GL1146'7.7 MI S.E. ON C. AND S. RY ABOUT 1.4 MI N OF ALPS, 114 FEET N OF MILE
 GL1146'POLE 270, 25 FEET N.E. OF THE CENTERLINE OF THE TRACK, IN THE N.E.
 GL1146'ABUTMENT OF A CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0774 ***********************************************************************
 DS0774  DESIGNATION -  C 85
 DS0774  PID         -  DS0774
 DS0774  STATE/COUNTY-  NM/SOCORRO
 DS0774  USGS QUAD   -  HICKMAN RANCH (1980)
 DS0774
 DS0774                         *CURRENT SURVEY CONTROL
 DS0774  ___________________________________________________________________
 DS0774* NAD 83(1986)-  33 38 37.     (N)    107 08 32.     (W)     SCALED    
 DS0774* NAVD 88     -      1495.618  (meters)    4906.87   (feet)  ADJUSTED  
 DS0774  ___________________________________________________________________
 DS0774  GEOID HEIGHT-         -22.78  (meters)                     GEOID03
 DS0774  DYNAMIC HT  -        1493.427 (meters)    4899.69  (feet)  COMP
 DS0774  MODELED GRAV-     979,120.3   (mgal)                       NAVD 88
 DS0774
 DS0774  VERT ORDER  -  FIRST     CLASS II
 DS0774
 DS0774.The horizontal coordinates were scaled from a topographic map and have
 DS0774.an estimated accuracy of +/- 6 seconds.
 DS0774
 DS0774.The orthometric height was determined by differential leveling
 DS0774.and adjusted by the National Geodetic Survey in June 1991..
 DS0774
 DS0774.The geoid height was determined by GEOID03.
 DS0774
 DS0774.The dynamic height is computed by dividing the NAVD 88
 DS0774.geopotential number by the normal gravity value computed on the
 DS0774.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0774.degrees latitude (g = 980.6199 gals.).
 DS0774
 DS0774.The modeled gravity was interpolated from observed gravity values.
 DS0774
 DS0774;                    North         East    Units  Estimated Accuracy
 DS0774;SPC NM C     -   293,480.      417,240.      MT  (+/- 180 meters Scaled)
 DS0774
 DS0774                          SUPERSEDED SURVEY CONTROL
 DS0774
 DS0774  NGVD 29 (??/??/92) 1494.889  (m)         4904.48   (f) ADJ UNCH    1 2
 DS0774
 DS0774.Superseded values are not recommended for survey control.
 DS0774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0774.See file dsdata.txt to determine how the superseded data were derived.
 DS0774
 DS0774_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT013247(NAD 83)
 DS0774_MARKER: DB = BENCH MARK DISK
 DS0774_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0774_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0774_STAMPING: C 85 1934
 DS0774_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0774+STABILITY: SURFACE MOTION
 DS0774
 DS0774  HISTORY     - Date     Condition        Report By
 DS0774  HISTORY     - 1934     MONUMENTED       CGS
 DS0774  HISTORY     - 1950     GOOD             NGS
 DS0774
 DS0774                          STATION DESCRIPTION
 DS0774
 DS0774'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 DS0774'26.6 MI SW FROM SAN ANTONIO.
 DS0774'21.1 MILES SOUTHWEST ALONG U.S. HIGHWAY 85 FROM THE ATCHISON, TOPEKA
 DS0774'AND SANTA FE RAILROAD STATION AT SAN ANTONIO, THENCE 5.5 MILES
 DS0774'SOUTHWEST ALONG OLD U.S. HIGHWAY 85, 0.15 MILE SOUTHWEST OF A WASHED
 DS0774'OUT BRIDGE, 53 FEET SOUTHEAST OF THE CENTER LINE OF THE OLD HIGHWAY,
 DS0774'2.5 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 DS0774'WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0973 ***********************************************************************
 DS0973  DESIGNATION -  C 86
 DS0973  PID         -  DS0973
 DS0973  STATE/COUNTY-  NM/SOCORRO
 DS0973  USGS QUAD   -  MONTOYA BUTTE (1995)
 DS0973
 DS0973                         *CURRENT SURVEY CONTROL
 DS0973  ___________________________________________________________________
 DS0973* NAD 83(1986)-  33 34 55.     (N)    107 37 12.     (W)     SCALED    
 DS0973* NAVD 88     -      1910.424  (meters)    6267.78   (feet)  ADJUSTED  
 DS0973  ___________________________________________________________________
 DS0973  GEOID HEIGHT-         -22.30  (meters)                     GEOID03
 DS0973  DYNAMIC HT  -        1907.425 (meters)    6257.94  (feet)  COMP
 DS0973  MODELED GRAV-     978,999.3   (mgal)                       NAVD 88
 DS0973
 DS0973  VERT ORDER  -  SECOND    CLASS 0
 DS0973
 DS0973.The horizontal coordinates were scaled from a topographic map and have
 DS0973.an estimated accuracy of +/- 6 seconds.
 DS0973
 DS0973.The orthometric height was determined by differential leveling
 DS0973.and adjusted by the National Geodetic Survey in June 1991..
 DS0973
 DS0973.The geoid height was determined by GEOID03.
 DS0973
 DS0973.The dynamic height is computed by dividing the NAVD 88
 DS0973.geopotential number by the normal gravity value computed on the
 DS0973.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0973.degrees latitude (g = 980.6199 gals.).
 DS0973
 DS0973.The modeled gravity was interpolated from observed gravity values.
 DS0973
 DS0973;                    North         East    Units  Estimated Accuracy
 DS0973;SPC NM C     -   287,130.      372,820.      MT  (+/- 180 meters Scaled)
 DS0973
 DS0973                          SUPERSEDED SURVEY CONTROL
 DS0973
 DS0973  NGVD 29 (??/??/92) 1909.522  (m)         6264.82   (f) ADJ UNCH    2 0
 DS0973
 DS0973.Superseded values are not recommended for survey control.
 DS0973.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0973.See file dsdata.txt to determine how the superseded data were derived.
 DS0973
 DS0973_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBT568188(NAD 83)
 DS0973_MARKER: DB = BENCH MARK DISK
 DS0973_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0973_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0973_STAMPING: C-86 1934
 DS0973_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0973+STABILITY: SURFACE MOTION
 DS0973
 DS0973  HISTORY     - Date     Condition        Report By
 DS0973  HISTORY     - 1934     MONUMENTED       CGS
 DS0973  HISTORY     - 1939     GOOD             NGS
 DS0973
 DS0973                          STATION DESCRIPTION
 DS0973
 DS0973'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DS0973'IN OJO CALIENTE.
 DS0973'ABOUT 1.0 MI S OF GOBLES STORE (OLD POST OFFICE), AT
 DS0973'THE JUNCTION OF THE ROAD TO MONTICELLO AND A ROAD S W TO BEAVERHEAD,
 DS0973'WINSTON, CHLORIDE, ABOUT 130 YDS W OF A SIGN MARKED WINSTON 19 MILES,
 DS0973'28 FEET S W OF THE CENTER OF THE INTERSECTION OF THE TWO ROADS.
 DS0973
 DS0973                          STATION RECOVERY (1939)
 DS0973
 DS0973'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1939
 DS0973'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0722 ***********************************************************************
 CX0722  DESIGNATION -  C 87
 CX0722  PID         -  CX0722
 CX0722  STATE/COUNTY-  NM/DONA ANA
 CX0722  USGS QUAD   -  ORGAN PEAK NW (1955)
 CX0722
 CX0722                         *CURRENT SURVEY CONTROL
 CX0722  ___________________________________________________________________
 CX0722* NAD 83(1986)-  32 24 46.     (N)    106 38 07.     (W)     SCALED    
 CX0722* NAVD 88     -      1426.065  (meters)    4678.68   (feet)  ADJUSTED  
 CX0722  ___________________________________________________________________
 CX0722  GEOID HEIGHT-         -23.55  (meters)                     GEOID03
 CX0722  DYNAMIC HT  -        1423.895 (meters)    4671.56  (feet)  COMP
 CX0722  MODELED GRAV-     979,067.7   (mgal)                       NAVD 88
 CX0722
 CX0722  VERT ORDER  -  SECOND    CLASS 0
 CX0722
 CX0722.The horizontal coordinates were scaled from a topographic map and have
 CX0722.an estimated accuracy of +/- 6 seconds.
 CX0722
 CX0722.The orthometric height was determined by differential leveling
 CX0722.and adjusted by the National Geodetic Survey in June 1991..
 CX0722
 CX0722.The geoid height was determined by GEOID03.
 CX0722
 CX0722.The dynamic height is computed by dividing the NAVD 88
 CX0722.geopotential number by the normal gravity value computed on the
 CX0722.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0722.degrees latitude (g = 980.6199 gals.).
 CX0722
 CX0722.The modeled gravity was interpolated from observed gravity values.
 CX0722
 CX0722;                    North         East    Units  Estimated Accuracy
 CX0722;SPC NM C     -   156,700.      463,760.      MT  (+/- 180 meters Scaled)
 CX0722
 CX0722                          SUPERSEDED SURVEY CONTROL
 CX0722
 CX0722  NGVD 29 (??/??/92) 1425.431  (m)         4676.60   (f) ADJ UNCH    2 0
 CX0722
 CX0722.Superseded values are not recommended for survey control.
 CX0722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0722.See file dsdata.txt to determine how the superseded data were derived.
 CX0722
 CX0722_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR462873(NAD 83)
 CX0722_MARKER: DB = BENCH MARK DISK
 CX0722_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX0722_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CX0722_STAMPING: C 87 1934
 CX0722_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX0722+STABILITY: SURFACE MOTION
 CX0722
 CX0722  HISTORY     - Date     Condition        Report By
 CX0722  HISTORY     - 1934     MONUMENTED       CGS
 CX0722  HISTORY     - 1953     GOOD             NGS
 CX0722
 CX0722                          STATION DESCRIPTION
 CX0722
 CX0722'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CX0722'11.85 MI NE FROM LAS CRUCES.
 CX0722'11.85 MILES NORTHEAST ALONG U. S. HIGHWAY 70 FROM THE JUNCTION OF U.
 CX0722'S. HIGHWAYS 80 AND 85 AT LAS CRUCES, 73 FEET NORTHWEST OF THE CENTER
 CX0722'LINE OF THE HIGHWAY, 3.0 FEET NORTHEAST OF A REFERENCE POST, 2.1 FEET
 CX0722'SOUTHEAST OF THE NORTHWEST RIGHT-OF-WAY FENCE, AND SET IN THE TOP OF A
 CX0722'CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0304 ***********************************************************************
 CW0304  DESIGNATION -  C 89
 CW0304  PID         -  CW0304
 CW0304  STATE/COUNTY-  NM/CHAVES
 CW0304  USGS QUAD   -  ELK (1963)
 CW0304
 CW0304                         *CURRENT SURVEY CONTROL
 CW0304  ___________________________________________________________________
 CW0304* NAD 83(1986)-  32 56 33.     (N)    105 19 59.     (W)     SCALED    
 CW0304* NAVD 88     -      1778.528  (meters)    5835.05   (feet)  ADJUSTED  
 CW0304  ___________________________________________________________________
 CW0304  GEOID HEIGHT-         -20.63  (meters)                     GEOID03
 CW0304  DYNAMIC HT  -        1775.780 (meters)    5826.04  (feet)  COMP
 CW0304  MODELED GRAV-     979,029.6   (mgal)                       NAVD 88
 CW0304
 CW0304  VERT ORDER  -  SECOND    CLASS 0
 CW0304
 CW0304.The horizontal coordinates were scaled from a topographic map and have
 CW0304.an estimated accuracy of +/- 6 seconds.
 CW0304
 CW0304.The orthometric height was determined by differential leveling
 CW0304.and adjusted by the National Geodetic Survey in June 1991..
 CW0304
 CW0304.The geoid height was determined by GEOID03.
 CW0304
 CW0304.The dynamic height is computed by dividing the NAVD 88
 CW0304.geopotential number by the normal gravity value computed on the
 CW0304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0304.degrees latitude (g = 980.6199 gals.).
 CW0304
 CW0304.The modeled gravity was interpolated from observed gravity values.
 CW0304
 CW0304;                    North         East    Units  Estimated Accuracy
 CW0304;SPC NM E     -   215,820.       71,520.      MT  (+/- 180 meters Scaled)
 CW0304
 CW0304                          SUPERSEDED SURVEY CONTROL
 CW0304
 CW0304  NGVD 29 (??/??/92) 1777.802  (m)         5832.67   (f) ADJ UNCH    2 0
 CW0304
 CW0304.Superseded values are not recommended for survey control.
 CW0304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0304.See file dsdata.txt to determine how the superseded data were derived.
 CW0304
 CW0304_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDS688449(NAD 83)
 CW0304_MARKER: DB = BENCH MARK DISK
 CW0304_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CW0304_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CW0304_STAMPING: C 89 1934
 CW0304_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CW0304+STABILITY: SURFACE MOTION
 CW0304
 CW0304  HISTORY     - Date     Condition        Report By
 CW0304  HISTORY     - 1934     MONUMENTED       CGS
 CW0304  HISTORY     - 1961     GOOD             USDA
 CW0304
 CW0304                          STATION DESCRIPTION
 CW0304
 CW0304'DESCRIBED BY US DEPARTMENT OF AGRICULTURE 1961
 CW0304'11 MI E FROM MAYHILL.
 CW0304'ABOUT 11 MILES EAST ALONG STATE HIGHWAY 83 FROM MAYHILL AND ABOUT 0.3
 CW0304'MILE WEST OF ELK, 400 FEET SOUTH OF PAVED HIGHWAY, 46 YARDS EAST OF
 CW0304'DITCH CROSSING, 24 FEET SOUTH OF DRIVEWAY TO T.L. BATES FARM HOUSE AND
 CW0304'20 FEET WEST OF FENCE CORNER OF FARM YARD AND GARDEN.  A STANDARD DISK
 CW0304'SET IN TOP OF CONCRETE POST.  180 FEET NORTH OF FARMHOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0283 ***********************************************************************
 CW0283  DESIGNATION -  C 90
 CW0283  PID         -  CW0283
 CW0283  STATE/COUNTY-  NM/EDDY
 CW0283  USGS QUAD   -  HOPE (1975)
 CW0283
 CW0283                         *CURRENT SURVEY CONTROL
 CW0283  ___________________________________________________________________
 CW0283* NAD 83(1986)-  32 49 38.     (N)    104 42 55.     (W)     SCALED    
 CW0283* NAVD 88     -      1233.635  (meters)    4047.35   (feet)  ADJUSTED  
 CW0283  ___________________________________________________________________
 CW0283  GEOID HEIGHT-         -22.60  (meters)                     GEOID03
 CW0283  DYNAMIC HT  -        1231.870 (meters)    4041.56  (feet)  COMP
 CW0283  MODELED GRAV-     979,163.9   (mgal)                       NAVD 88
 CW0283
 CW0283  VERT ORDER  -  SECOND    CLASS 0
 CW0283
 CW0283.The horizontal coordinates were scaled from a topographic map and have
 CW0283.an estimated accuracy of +/- 6 seconds.
 CW0283
 CW0283.The orthometric height was determined by differential leveling
 CW0283.and adjusted by the National Geodetic Survey in June 1991..
 CW0283
 CW0283.The geoid height was determined by GEOID03.
 CW0283
 CW0283.The dynamic height is computed by dividing the NAVD 88
 CW0283.geopotential number by the normal gravity value computed on the
 CW0283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0283.degrees latitude (g = 980.6199 gals.).
 CW0283
 CW0283.The modeled gravity was interpolated from observed gravity values.
 CW0283
 CW0283;                    North         East    Units  Estimated Accuracy
 CW0283;SPC NM E     -   202,660.      129,240.      MT  (+/- 180 meters Scaled)
 CW0283
 CW0283                          SUPERSEDED SURVEY CONTROL
 CW0283
 CW0283  NGVD 29 (??/??/92) 1233.108  (m)         4045.62   (f) ADJ UNCH    2 0
 CW0283
 CW0283.Superseded values are not recommended for survey control.
 CW0283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0283.See file dsdata.txt to determine how the superseded data were derived.
 CW0283
 CW0283_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES266321(NAD 83)
 CW0283_MARKER: DB = BENCH MARK DISK
 CW0283_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CW0283_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CW0283_STAMPING: C-90 1934
 CW0283_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CW0283+STABILITY: SURFACE MOTION
 CW0283
 CW0283  HISTORY     - Date     Condition        Report By
 CW0283  HISTORY     - 1934     MONUMENTED       CGS
 CW0283
 CW0283                          STATION DESCRIPTION
 CW0283
 CW0283'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CW0283'2.0 MI E FROM HOPE.
 CW0283'2.0 MI. E. ALONG STATE NO. 83 38 FT. N. OF THE CENTER LINE OF HWY.,
 CW0283'AND 1 FT. S. OF A 4 WIRE FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0356 ***********************************************************************
 DR0356  DESIGNATION -  C 91
 DR0356  PID         -  DR0356
 DR0356  STATE/COUNTY-  NM/CHAVES
 DR0356  USGS QUAD   -  HACKBERRY RANCH (1975)
 DR0356
 DR0356                         *CURRENT SURVEY CONTROL
 DR0356  ___________________________________________________________________
 DR0356* NAD 83(1986)-  33 06 35.     (N)    104 35 40.     (W)     SCALED    
 DR0356* NAVD 88     -      1167.076  (meters)    3828.98   (feet)  ADJUSTED  
 DR0356  ___________________________________________________________________
 DR0356  GEOID HEIGHT-         -22.89  (meters)                     GEOID03
 DR0356  DYNAMIC HT  -        1165.450 (meters)    3823.65  (feet)  COMP
 DR0356  MODELED GRAV-     979,204.3   (mgal)                       NAVD 88
 DR0356
 DR0356  VERT ORDER  -  SECOND    CLASS 0
 DR0356
 DR0356.The horizontal coordinates were scaled from a topographic map and have
 DR0356.an estimated accuracy of +/- 6 seconds.
 DR0356
 DR0356.The orthometric height was determined by differential leveling
 DR0356.and adjusted by the National Geodetic Survey in June 1991..
 DR0356
 DR0356.The geoid height was determined by GEOID03.
 DR0356
 DR0356.The dynamic height is computed by dividing the NAVD 88
 DR0356.geopotential number by the normal gravity value computed on the
 DR0356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0356.degrees latitude (g = 980.6199 gals.).
 DR0356
 DR0356.The modeled gravity was interpolated from observed gravity values.
 DR0356
 DR0356;                    North         East    Units  Estimated Accuracy
 DR0356;SPC NM E     -   233,950.      140,630.      MT  (+/- 180 meters Scaled)
 DR0356
 DR0356                          SUPERSEDED SURVEY CONTROL
 DR0356
 DR0356  NGVD 29 (??/??/92) 1166.510  (m)         3827.12   (f) ADJ UNCH    2 0
 DR0356
 DR0356.Superseded values are not recommended for survey control.
 DR0356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0356.See file dsdata.txt to determine how the superseded data were derived.
 DR0356
 DR0356_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES378635(NAD 83)
 DR0356_MARKER: DB = BENCH MARK DISK
 DR0356_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR0356_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DR0356_STAMPING: C-91 1934
 DR0356_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR0356+STABILITY: SURFACE MOTION
 DR0356
 DR0356  HISTORY     - Date     Condition        Report By
 DR0356  HISTORY     - 1934     MONUMENTED       CGS
 DR0356  HISTORY     - 1954     GOOD             USGS
 DR0356
 DR0356                          STATION DESCRIPTION
 DR0356
 DR0356'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 DR0356'43.1 MI NE FROM HOPE.
 DR0356'IN CHAVES COUNTY, 14 MI. W ALONG STATE HWY. 83 FROM HOPE, EDDY COUNTY,
 DR0356'THENCE 29.1 MI. NORTHEAST ALONG STATE HWY, 13, 58 YDS SOUTH OF A
 DR0356'CATTLE GUARD AND A FENCE LINE, 65 FEET EAST OF THE CENTER LINE OF THE
 DR0356'HWY. AND LEVEL WITH THE ROADBED.  A STANDARD DISK, STAMPED C-91 1934
 DR0356'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0443 ***********************************************************************
 DR0443  DESIGNATION -  C 92
 DR0443  PID         -  DR0443
 DR0443  STATE/COUNTY-  NM/CHAVES
 DR0443  USGS QUAD   -  MARLEY DRAW (1962)
 DR0443
 DR0443                         *CURRENT SURVEY CONTROL
 DR0443  ___________________________________________________________________
 DR0443* NAD 83(1986)-  33 44 20.     (N)    104 33 21.     (W)     SCALED    
 DR0443* NAVD 88     -      1209.742  (meters)    3968.96   (feet)  POSTED    
 DR0443  ___________________________________________________________________
 DR0443  GEOID HEIGHT-         -23.30  (meters)                     GEOID03
 DR0443  DYNAMIC HT  -        1208.090 (meters)    3963.54  (feet)  COMP
 DR0443  MODELED GRAV-     979,230.5   (mgal)                       NAVD 88
 DR0443
 DR0443  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 DR0443
 DR0443.The horizontal coordinates were scaled from a topographic map and have
 DR0443.an estimated accuracy of +/- 6 seconds.
 DR0443
 DR0443.The orthometric height was determined by differential leveling
 DR0443.and adjusted by the National Geodetic Survey in 1992..
 DR0443.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 DR0443.rate of 0.0 thru 1.0 mm/km.
 DR0443
 DR0443.The geoid height was determined by GEOID03.
 DR0443
 DR0443.The dynamic height is computed by dividing the NAVD 88
 DR0443.geopotential number by the normal gravity value computed on the
 DR0443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0443.degrees latitude (g = 980.6199 gals.).
 DR0443
 DR0443.The modeled gravity was interpolated from observed gravity values.
 DR0443
 DR0443;                    North         East    Units  Estimated Accuracy
 DR0443;SPC NM E     -   303,720.      144,380.      MT  (+/- 180 meters Scaled)
 DR0443
 DR0443                          SUPERSEDED SURVEY CONTROL
 DR0443
 DR0443  NGVD 29 (??/??/92) 1209.151  (m)         3967.02   (f) ADJ UNCH    2 0
 DR0443
 DR0443.Superseded values are not recommended for survey control.
 DR0443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0443.See file dsdata.txt to determine how the superseded data were derived.
 DR0443
 DR0443_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SET411332(NAD 83)
 DR0443_MARKER: DB = BENCH MARK DISK
 DR0443_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR0443_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DR0443_STAMPING: C 92 1934
 DR0443_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR0443+STABILITY: SURFACE MOTION
 DR0443
 DR0443  HISTORY     - Date     Condition        Report By
 DR0443  HISTORY     - 1934     MONUMENTED       CGS
 DR0443  HISTORY     - 1962     GOOD             USGS
 DR0443
 DR0443                          STATION DESCRIPTION
 DR0443
 DR0443'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 DR0443'26.0 MI NW FROM ROSWELL.
 DR0443'22.5 MILES NORTHWEST ALONG U. S. HIGHWAY 285 FROM THE COURTHOUSE AT
 DR0443'ROSWELL, CHAVES COUNTY, 1.3 MILES EAST TO EL PASO COMPRESSOR STATION,
 DR0443'LEFT 2.2 MILES NORTH ALONG A DIRT ROAD, LEFT 0.34 MILE WEST ALONG
 DR0443'TRACK ROAD, LEFT 0.4 MILE SOUTH ALONG OLD HIGHWAY, 58 FEET WEST OF
 DR0443'CENTERLINE OF OLD HIGHWAY.  A STANDARD DISK STAMPED C 92 1934 AND SET
 DR0443'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0143 ***********************************************************************
 EP0143  DESIGNATION -  C 93
 EP0143  PID         -  EP0143
 EP0143  STATE/COUNTY-  NM/LINCOLN
 EP0143  USGS QUAD   -  LOCO DRAW (1981)
 EP0143
 EP0143                         *CURRENT SURVEY CONTROL
 EP0143  ___________________________________________________________________
 EP0143* NAD 83(1986)-  34 16 39.     (N)    104 55 41.     (W)     SCALED    
 EP0143* NAVD 88     -      1635.925  (meters)    5367.20   (feet)  ADJUSTED  
 EP0143  ___________________________________________________________________
 EP0143  GEOID HEIGHT-         -22.49  (meters)                     GEOID03
 EP0143  DYNAMIC HT  -        1633.581 (meters)    5359.51  (feet)  COMP
 EP0143  MODELED GRAV-     979,145.9   (mgal)                       NAVD 88
 EP0143
 EP0143  VERT ORDER  -  SECOND    CLASS 0
 EP0143
 EP0143.The horizontal coordinates were scaled from a topographic map and have
 EP0143.an estimated accuracy of +/- 6 seconds.
 EP0143
 EP0143.The orthometric height was determined by differential leveling
 EP0143.and adjusted by the National Geodetic Survey in June 1991..
 EP0143
 EP0143.The geoid height was determined by GEOID03.
 EP0143
 EP0143.The dynamic height is computed by dividing the NAVD 88
 EP0143.geopotential number by the normal gravity value computed on the
 EP0143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EP0143.degrees latitude (g = 980.6199 gals.).
 EP0143
 EP0143.The modeled gravity was interpolated from observed gravity values.
 EP0143
 EP0143;                    North         East    Units  Estimated Accuracy
 EP0143;SPC NM C     -   364,220.      621,720.      MT  (+/- 180 meters Scaled)
 EP0143
 EP0143                          SUPERSEDED SURVEY CONTROL
 EP0143
 EP0143  NGVD 29 (??/??/92) 1635.145  (m)         5364.64   (f) ADJ UNCH    2 0
 EP0143
 EP0143.Superseded values are not recommended for survey control.
 EP0143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EP0143.See file dsdata.txt to determine how the superseded data were derived.
 EP0143
 EP0143_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SET066929(NAD 83)
 EP0143_MARKER: DB = BENCH MARK DISK
 EP0143_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EP0143_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EP0143_STAMPING: C-93 1934
 EP0143_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EP0143+STABILITY: SURFACE MOTION
 EP0143
 EP0143  HISTORY     - Date     Condition        Report By
 EP0143  HISTORY     - 1934     MONUMENTED       CGS
 EP0143  HISTORY     - 1975     GOOD             USGS
 EP0143  HISTORY     - 1975     GOOD             USGS
 EP0143
 EP0143                          STATION DESCRIPTION
 EP0143
 EP0143'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EP0143'3.5 MI N FROM RAMON.
 EP0143'3.5 MI N OF P.O. ON STATE HWY NO. 2 AT THE JUNCTION OF THE STATE HWY
 EP0143'NO. 2 AND THE ROAD N.E. TO BUCHANAN, 90 FEET N.E. OF THE JUNCTION, 28
 EP0143'FEET N OF THE BUCHANAN ROAD, 78 FEET E OF THE CENTERLINE OF STATE HWY
 EP0143'NO. 2, ABOUT 0.2 MI N OF A G.L.O. MARK (STAMPED T 1 N, R 19 E.  SEC
 EP0143'26, 27, 34, AND 35), AND ABOUT 150 YDS NE OF A RANCH HOUSE ON THE W
 EP0143'SIDE OF THE ROAD, AND 1 FT ABOVE THE GROUND.
 EP0143
 EP0143                          STATION RECOVERY (1975)
 EP0143
 EP0143'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 EP0143'RECOVERED IN GOOD CONDITION.
 EP0143
 EP0143                          STATION RECOVERY (1975)
 EP0143
 EP0143'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 EP0143'RAMON, ABOUT 3.5 MILES NW OF, ALONG US HIGHWAY 2858 AND ABOUT 1400
 EP0143'FEET SE OF THE HIGHWAY. 70 FEET NE OF THE OLD HIGHWAY ROW. IN THE SE
 EP0143'1/4, SECTION 27, T 1 N, R 19 E. A STANDARD DISK STAMPED 'C-93 1934'
 EP0143'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0225 ***********************************************************************
 DR0225  DESIGNATION -  C 94
 DR0225  PID         -  DR0225
 DR0225  STATE/COUNTY-  NM/CHAVES
 DR0225  USGS QUAD   -  SOUTH SPRING (1975)
 DR0225
 DR0225                         *CURRENT SURVEY CONTROL
 DR0225  ___________________________________________________________________
 DR0225* NAD 83(1986)-  33 22 19.     (N)    104 25 41.     (W)     SCALED    
 DR0225* NAVD 88     -      1071.593  (meters)    3515.72   (feet)  POSTED    
 DR0225  ___________________________________________________________________
 DR0225  GEOID HEIGHT-         -23.24  (meters)                     GEOID03
 DR0225  DYNAMIC HT  -        1070.140 (meters)    3510.95  (feet)  COMP
 DR0225  MODELED GRAV-     979,243.6   (mgal)                       NAVD 88
 DR0225
 DR0225  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 DR0225
 DR0225.The horizontal coordinates were scaled from a topographic map and have
 DR0225.an estimated accuracy of +/- 6 seconds.
 DR0225
 DR0225.The orthometric height was determined by differential leveling
 DR0225.and adjusted by the National Geodetic Survey in 1992..
 DR0225.No vertical observational check was made to the station.
 DR0225.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 DR0225.was located on a no-check spur therefore a value was not computed.
 DR0225
 DR0225.The geoid height was determined by GEOID03.
 DR0225
 DR0225.The dynamic height is computed by dividing the NAVD 88
 DR0225.geopotential number by the normal gravity value computed on the
 DR0225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0225.degrees latitude (g = 980.6199 gals.).
 DR0225
 DR0225.The modeled gravity was interpolated from observed gravity values.
 DR0225
 DR0225;                    North         East    Units  Estimated Accuracy
 DR0225;SPC NM E     -   263,010.      156,190.      MT  (+/- 180 meters Scaled)
 DR0225
 DR0225                          SUPERSEDED SURVEY CONTROL
 DR0225
 DR0225  NGVD 29 (??/??/92) 1071.086  (m)         3514.05   (f) ADJ UNCH    2 0
 DR0225
 DR0225.Superseded values are not recommended for survey control.
 DR0225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0225.See file dsdata.txt to determine how the superseded data were derived.
 DR0225
 DR0225_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES532926(NAD 83)
 DR0225_MARKER: DB = BENCH MARK DISK
 DR0225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR0225_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DR0225_STAMPING: C-94 1934
 DR0225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR0225+STABILITY: SURFACE MOTION
 DR0225_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR0225+SATELLITE: SATELLITE OBSERVATIONS - April 03, 2005
 DR0225
 DR0225  HISTORY     - Date     Condition        Report By
 DR0225  HISTORY     - 1934     MONUMENTED       CGS
 DR0225  HISTORY     - 1943     MARK NOT FOUND   NGS
 DR0225  HISTORY     - 20020131 GOOD             USPSQD
 DR0225  HISTORY     - 20050403 GOOD             USPSQD
 DR0225
 DR0225                          STATION DESCRIPTION
 DR0225
 DR0225'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DR0225'7.1 MI E FROM ROSWELL.
 DR0225'7.1 MI. E. ALONG U.S. NO. 380 25 FT. S. OF THE CENTER LINE OF HWY., 2
 DR0225'FT. N. OF THE FENCE LINE, AND 2 FT. ABOVE THE ROAD BED.
 DR0225
 DR0225                          STATION RECOVERY (1943)
 DR0225
 DR0225'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1943
 DR0225'MARK NOT FOUND.
 DR0225
 DR0225                          STATION RECOVERY (2002)
 DR0225
 DR0225'RECOVERY NOTE BY US POWER SQUADRON 2002 (RLF)
 DR0225'NEW DESCRIPTION  FROM INTERSECTION OF US285 (MAIN ST) AND US380 (2ND
 DR0225'ST), GO 7 MI. E. ALONG US380. TURN S. ON SEMINOLE RD 1.5 MI. TURN E.
 DR0225'ON MIAMI RD 0.4 MI. TO MARK ON S. SIDE OF ROAD.
 DR0225
 DR0225                          STATION RECOVERY (2005)
 DR0225
 DR0225'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM)
 DR0225'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0326 ***********************************************************************
 CV0326  DESIGNATION -  C 96
 CV0326  PID         -  CV0326
 CV0326  STATE/COUNTY-  NM/LEA
 CV0326  USGS QUAD   -  RATTLESNAKE CANYON (1979)
 CV0326
 CV0326                         *CURRENT SURVEY CONTROL
 CV0326  ___________________________________________________________________
 CV0326* NAD 83(1986)-  32 17 22.     (N)    103 11 14.     (W)     SCALED    
 CV0326* NAVD 88     -      1008.651  (meters)    3309.22   (feet)  ADJUSTED  
 CV0326  ___________________________________________________________________
 CV0326  GEOID HEIGHT-         -22.83  (meters)                     GEOID03
 CV0326  DYNAMIC HT  -        1007.251 (meters)    3304.62  (feet)  COMP
 CV0326  MODELED GRAV-     979,215.7   (mgal)                       NAVD 88
 CV0326
 CV0326  VERT ORDER  -  SECOND    CLASS 0
 CV0326
 CV0326.The horizontal coordinates were scaled from a topographic map and have
 CV0326.an estimated accuracy of +/- 6 seconds.
 CV0326
 CV0326.The orthometric height was determined by differential leveling
 CV0326.and adjusted by the National Geodetic Survey in June 1991..
 CV0326
 CV0326.The geoid height was determined by GEOID03.
 CV0326
 CV0326.The dynamic height is computed by dividing the NAVD 88
 CV0326.geopotential number by the normal gravity value computed on the
 CV0326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0326.degrees latitude (g = 980.6199 gals.).
 CV0326
 CV0326.The modeled gravity was interpolated from observed gravity values.
 CV0326
 CV0326;                    North         East    Units  Estimated Accuracy
 CV0326;SPC NM E     -   143,540.      272,950.      MT  (+/- 180 meters Scaled)
 CV0326
 CV0326                          SUPERSEDED SURVEY CONTROL
 CV0326
 CV0326  NGVD 29 (??/??/92) 1008.257  (m)         3307.92   (f) ADJ UNCH    2 0
 CV0326
 CV0326.Superseded values are not recommended for survey control.
 CV0326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0326.See file dsdata.txt to determine how the superseded data were derived.
 CV0326
 CV0326_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFR706739(NAD 83)
 CV0326_MARKER: DB = BENCH MARK DISK
 CV0326_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0326_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CV0326_STAMPING: C-96 1935
 CV0326_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CV0326+STABILITY: SURFACE MOTION
 CV0326
 CV0326  HISTORY     - Date     Condition        Report By
 CV0326  HISTORY     - 1935     MONUMENTED       CGS
 CV0326
 CV0326                          STATION DESCRIPTION
 CV0326
 CV0326'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 CV0326'10.9 MI S FROM EUNICE.
 CV0326'10.9 MI. S. ALONG T. AND N.M. RY (12.5 MI. N. OF JAL) 42 FT. W. OF THE
 CV0326'CENTER LINE OF TRACK, 33 FT. E. OF THE CENTER LINE OF HWY., 13 FT. S.
 CV0326'OF MILE POST NO. 55, AND 10 FT. E. AND 25 FT. S. OF R.O.W. FENCE
 CV0326'CORNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0123 ***********************************************************************
 CW0123  DESIGNATION -  C 97
 CW0123  PID         -  CW0123
 CW0123  STATE/COUNTY-  NM/EDDY
 CW0123  USGS QUAD   -  ILLINOIS CAMP SE (1985)
 CW0123
 CW0123                         *CURRENT SURVEY CONTROL
 CW0123  ___________________________________________________________________
 CW0123* NAD 83(1986)-  32 31 36.     (N)    104 00 06.     (W)     SCALED    
 CW0123* NAVD 88     -      1018.587  (meters)    3341.81   (feet)  POSTED    
 CW0123  ___________________________________________________________________
 CW0123  GEOID HEIGHT-         -23.96  (meters)                     GEOID03
 CW0123  DYNAMIC HT  -        1017.140 (meters)    3337.07  (feet)  COMP
 CW0123  MODELED GRAV-     979,187.6   (mgal)                       NAVD 88
 CW0123
 CW0123  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 CW0123
 CW0123.The horizontal coordinates were scaled from a topographic map and have
 CW0123.an estimated accuracy of +/- 6 seconds.
 CW0123
 CW0123.The orthometric height was determined by differential leveling
 CW0123.and adjusted by the National Geodetic Survey in 1992..
 CW0123.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 CW0123.rate of 2.1 thru 3.0 mm/km.
 CW0123
 CW0123.The geoid height was determined by GEOID03.
 CW0123
 CW0123.The dynamic height is computed by dividing the NAVD 88
 CW0123.geopotential number by the normal gravity value computed on the
 CW0123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0123.degrees latitude (g = 980.6199 gals.).
 CW0123
 CW0123.The modeled gravity was interpolated from observed gravity values.
 CW0123
 CW0123;                    North         East    Units  Estimated Accuracy
 CW0123;SPC NM E     -   169,310.      196,160.      MT  (+/- 180 meters Scaled)
 CW0123
 CW0123                          SUPERSEDED SURVEY CONTROL
 CW0123
 CW0123  NGVD 29 (??/??/92) 1018.115  (m)         3340.27   (f) ADJ UNCH    2 0
 CW0123
 CW0123.Superseded values are not recommended for survey control.
 CW0123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0123.See file dsdata.txt to determine how the superseded data were derived.
 CW0123
 CW0123_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SER937992(NAD 83)
 CW0123_MARKER: DB = BENCH MARK DISK
 CW0123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CW0123_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CW0123_STAMPING: C-97 1935
 CW0123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CW0123+STABILITY: SURFACE MOTION
 CW0123
 CW0123  HISTORY     - Date     Condition        Report By
 CW0123  HISTORY     - 1935     MONUMENTED       CGS
 CW0123
 CW0123                          STATION DESCRIPTION
 CW0123
 CW0123'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 CW0123'15.9 MI E FROM CARLSBAD.
 CW0123'15.9 MI. E. OF COURTHOUSE ALONG U.S. NO. 62 535 FT. E. OF A CONC.
 CW0123'CULVERT, 130 FT. N. OF THE TELEPHONELINE, AND 75 FT. S. OF THE CENTER
 CW0123'LINE OF HWY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA5734 ***********************************************************************
 AA5734  DESIGNATION -  C 97 RESET
 AA5734  PID         -  AA5734
 AA5734  STATE/COUNTY-  NM/EDDY
 AA5734  USGS QUAD   -  ILLINOIS CAMP SE (1985)
 AA5734
 AA5734                         *CURRENT SURVEY CONTROL
 AA5734  ___________________________________________________________________
 AA5734* NAD 83(1986)-  32 31 39.     (N)    104 00 04.     (W)     SCALED    
 AA5734* NAVD 88     -      1019.58   (+/-2cm)    3345.1    (feet)  VERTCON   
 AA5734  ___________________________________________________________________
 AA5734  GEOID HEIGHT-         -23.96  (meters)                     GEOID03
 AA5734
 AA5734  VERT ORDER  -  THIRD (See Below)
 AA5734
 AA5734.The horizontal coordinates were scaled from a topographic map and have
 AA5734.an estimated accuracy of +/- 6 seconds.
 AA5734
 AA5734.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA5734.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA5734.The vertical order pertains to the NGVD 29 superseded value.
 AA5734
 AA5734.The geoid height was determined by GEOID03.
 AA5734
 AA5734;                    North         East    Units  Estimated Accuracy
 AA5734;SPC NM E     -   169,410.      196,210.      MT  (+/- 180 meters Scaled)
 AA5734
 AA5734                          SUPERSEDED SURVEY CONTROL
 AA5734
 AA5734  NGVD 29 (06/15/00) 1019.09   (m)         3343.5    (f) RESET       3  
 AA5734
 AA5734.Superseded values are not recommended for survey control.
 AA5734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5734.See file dsdata.txt to determine how the superseded data were derived.
 AA5734
 AA5734_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SER938993(NAD 83)
 AA5734_MARKER: DV = VERTICAL CONTROL DISK
 AA5734_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5734_STAMPING: C 97 RESET 1990
 AA5734_MARK LOGO: NGS   
 AA5734_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA5734_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5734+STABILITY: SURFACE MOTION
 AA5734
 AA5734  HISTORY     - Date     Condition        Report By
 AA5734  HISTORY     - 1990     MONUMENTED       NMHD
 AA5734
 AA5734                          STATION DESCRIPTION
 AA5734
 AA5734'DESCRIBED BY NM HIGHWAY DEPT 1990 (RJT)
 AA5734'ABOUT 16.0 MILES (25.7 KM) EAST ALONG US HIGHWAY 62 FROM THE
 AA5734'COURTHOUSE IN CARLSBAD, ABOUT 180 FEET (54.9 M) EAST OF A PIPELINE
 AA5734'CROSSING (NATURAL GAS PIPELINE CO OF AMERICA) , ABOUT 150 FEET (45.7
 AA5734'M) SOUTH OF THE CENTERLINE OF US HIGHWAY 62 ALONG THE SOUTHERLY
 AA5734'RIGHT-OF-WAY FENCE, ABOUT 60 FEET (18.3 M) EAST OF A TURNOUT TO THE
 AA5734'SOUTH FROM THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0280 ***********************************************************************
 CV0280  DESIGNATION -  C 98
 CV0280  PID         -  CV0280
 CV0280  STATE/COUNTY-  NM/LEA
 CV0280  USGS QUAD   -  LOVINGTON (1979)
 CV0280
 CV0280                         *CURRENT SURVEY CONTROL
 CV0280  ___________________________________________________________________
 CV0280* NAD 83(1986)-  32 58 52.     (N)    103 19 03.     (W)     SCALED    
 CV0280* NAVD 88     -      1189.278  (meters)    3901.82   (feet)  ADJUSTED  
 CV0280  ___________________________________________________________________
 CV0280  GEOID HEIGHT-         -21.74  (meters)                     GEOID03
 CV0280  DYNAMIC HT  -        1187.660 (meters)    3896.51  (feet)  COMP
 CV0280  MODELED GRAV-     979,235.4   (mgal)                       NAVD 88
 CV0280
 CV0280  VERT ORDER  -  SECOND    CLASS 0
 CV0280
 CV0280.The horizontal coordinates were scaled from a topographic map and have
 CV0280.an estimated accuracy of +/- 6 seconds.
 CV0280
 CV0280.The orthometric height was determined by differential leveling
 CV0280.and adjusted by the National Geodetic Survey in June 1991..
 CV0280
 CV0280.The geoid height was determined by GEOID03.
 CV0280
 CV0280.The dynamic height is computed by dividing the NAVD 88
 CV0280.geopotential number by the normal gravity value computed on the
 CV0280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0280.degrees latitude (g = 980.6199 gals.).
 CV0280
 CV0280.The modeled gravity was interpolated from observed gravity values.
 CV0280
 CV0280;                    North         East    Units  Estimated Accuracy
 CV0280;SPC NM E     -   220,120.      259,950.      MT  (+/- 180 meters Scaled)
 CV0280
 CV0280                          SUPERSEDED SURVEY CONTROL
 CV0280
 CV0280  NGVD 29 (??/??/92) 1188.855  (m)         3900.44   (f) ADJ UNCH    2 0
 CV0280
 CV0280.Superseded values are not recommended for survey control.
 CV0280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0280.See file dsdata.txt to determine how the superseded data were derived.
 CV0280
 CV0280_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFS572504(NAD 83)
 CV0280_MARKER: DB = BENCH MARK DISK
 CV0280_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0280_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CV0280_STAMPING: C-98 1934
 CV0280_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CV0280+STABILITY: SURFACE MOTION
 CV0280
 CV0280  HISTORY     - Date     Condition        Report By
 CV0280  HISTORY     - 1934     MONUMENTED       CGS
 CV0280  HISTORY     - 1935     GOOD             NGS
 CV0280  HISTORY     - 1961     MARK NOT FOUND   USGS
 CV0280
 CV0280                          STATION DESCRIPTION
 CV0280
 CV0280'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 CV0280'3.1 MI NE FROM LOVINGTON.
 CV0280'3.1 MI. N.E. OF COURTHOUSE ALONG STATE NO. 18 0.1 MI. N. OF JUNCTION
 CV0280'OF STATE NO. 18 AND ROAD TO PLAINS TEX., 50 FT. E. OF THE CENTER LINE
 CV0280'OF HWY., AND 2 FT. N. OF A FENCE.
 CV0280
 CV0280                          STATION RECOVERY (1961)
 CV0280
 CV0280'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 CV0280'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0465 ***********************************************************************
 DR0465  DESIGNATION -  C 99
 DR0465  PID         -  DR0465
 DR0465  STATE/COUNTY-  NM/CHAVES
 DR0465  USGS QUAD   -  DUNLAP SILL (1982)
 DR0465
 DR0465                         *CURRENT SURVEY CONTROL
 DR0465  ___________________________________________________________________
 DR0465* NAD 83(1986)-  33 59 38.     (N)    104 35 09.     (W)     SCALED    
 DR0465* NAVD 88     -      1315.980  (meters)    4317.51   (feet)  ADJUSTED  
 DR0465  ___________________________________________________________________
 DR0465  GEOID HEIGHT-         -23.34  (meters)                     GEOID03
 DR0465  DYNAMIC HT  -        1314.174 (meters)    4311.59  (feet)  COMP
 DR0465  MODELED GRAV-     979,218.4   (mgal)                       NAVD 88
 DR0465
 DR0465  VERT ORDER  -  SECOND    CLASS 0
 DR0465
 DR0465.The horizontal coordinates were scaled from a topographic map and have
 DR0465.an estimated accuracy of +/- 6 seconds.
 DR0465
 DR0465.The orthometric height was determined by differential leveling
 DR0465.and adjusted by the National Geodetic Survey in June 1991..
 DR0465
 DR0465.The geoid height was determined by GEOID03.
 DR0465
 DR0465.The dynamic height is computed by dividing the NAVD 88
 DR0465.geopotential number by the normal gravity value computed on the
 DR0465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0465.degrees latitude (g = 980.6199 gals.).
 DR0465
 DR0465.The modeled gravity was interpolated from observed gravity values.
 DR0465
 DR0465;                    North         East    Units  Estimated Accuracy
 DR0465;SPC NM E     -   332,010.      141,670.      MT  (+/- 180 meters Scaled)
 DR0465
 DR0465                          SUPERSEDED SURVEY CONTROL
 DR0465
 DR0465  NGVD 29 (??/??/92) 1315.348  (m)         4315.44   (f) ADJ UNCH    2 0
 DR0465
 DR0465.Superseded values are not recommended for survey control.
 DR0465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0465.See file dsdata.txt to determine how the superseded data were derived.
 DR0465
 DR0465_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SET382615(NAD 83)
 DR0465_MARKER: DB = BENCH MARK DISK
 DR0465_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR0465_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DR0465_STAMPING: C 99 1934
 DR0465_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR0465+STABILITY: SURFACE MOTION
 DR0465
 DR0465  HISTORY     - Date     Condition        Report By
 DR0465  HISTORY     - 1934     MONUMENTED       CGS
 DR0465  HISTORY     - 1967     GOOD             USGS
 DR0465
 DR0465                          STATION DESCRIPTION
 DR0465
 DR0465'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 DR0465'7.8 MI S FROM DUNLAP.
 DR0465'IN CHAVES COUNTY, ABOUT 6.9 MILES SOUTH ALONG STATE HWY. 20 FROM
 DR0465'DUNLAP, DE BACA COUNTY, THENCE 0.9 MILES WEST ALONG A GRADED ROAD,
 DR0465'THENCE 380 FEET NORTH ALONG A TRACK ROAD.  27 FEET WEST OF THE
 DR0465'CENTERLINE RD. AND 2 FEET HIGHER, 4 FEET EAST OF A FENCE.  A STANDARD
 DR0465'DISK, STAMPED C 99 1934 AND SET IN THE TOP OF A CONCRETE POST
 DR0465'PROJECTING 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0515 ***********************************************************************
 CX0515  DESIGNATION -  C RM 1
 CX0515  PID         -  CX0515
 CX0515  STATE/COUNTY-  NM/OTERO
 CX0515  USGS QUAD   -  DAVIES TANK (1994)
 CX0515
 CX0515                         *CURRENT SURVEY CONTROL
 CX0515  ___________________________________________________________________
 CX0515* NAD 83(1986)-  32 21 22.     (N)    106 22 36.     (W)     SCALED    
 CX0515* NAVD 88     -      1224.308  (meters)    4016.75   (feet)  ADJUSTED  
 CX0515  ___________________________________________________________________
 CX0515  GEOID HEIGHT-         -23.77  (meters)                     GEOID03
 CX0515  DYNAMIC HT  -        1222.463 (meters)    4010.70  (feet)  COMP
 CX0515  MODELED GRAV-     979,090.1   (mgal)                       NAVD 88
 CX0515
 CX0515  VERT ORDER  -  FIRST     CLASS II
 CX0515
 CX0515.The horizontal coordinates were scaled from a topographic map and have
 CX0515.an estimated accuracy of +/- 6 seconds.
 CX0515
 CX0515.The orthometric height was determined by differential leveling
 CX0515.and adjusted by the National Geodetic Survey in June 1991..
 CX0515
 CX0515.The geoid height was determined by GEOID03.
 CX0515
 CX0515.The dynamic height is computed by dividing the NAVD 88
 CX0515.geopotential number by the normal gravity value computed on the
 CX0515.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0515.degrees latitude (g = 980.6199 gals.).
 CX0515
 CX0515.The modeled gravity was interpolated from observed gravity values.
 CX0515
 CX0515;                    North         East    Units  Estimated Accuracy
 CX0515;SPC NM C     -   150,360.      488,080.      MT  (+/- 180 meters Scaled)
 CX0515
 CX0515                          SUPERSEDED SURVEY CONTROL
 CX0515
 CX0515  NGVD 29 (??/??/92) 1223.707  (m)         4014.78   (f) ADJ UNCH    1 2
 CX0515
 CX0515.Superseded values are not recommended for survey control.
 CX0515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0515.See file dsdata.txt to determine how the superseded data were derived.
 CX0515
 CX0515_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR704807(NAD 83)
 CX0515_MARKER: DR = REFERENCE MARK DISK
 CX0515_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CX0515_SP_SET: LANDING
 CX0515_STAMPING: C WSPG NO 1 1952
 CX0515_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX0515
 CX0515  HISTORY     - Date     Condition        Report By
 CX0515  HISTORY     - 1952     MONUMENTED       WSMR
 CX0515  HISTORY     - 1967     GOOD             NGS
 CX0515
 CX0515                          STATION DESCRIPTION
 CX0515
 CX0515'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 CX0515'9.0 MI SE FROM W S M R HEADQUARTERS.
 CX0515'ABOUT 5.5 MILES EAST ALONG WHITE SANDS MISSILE RANGE ROUTE 2 FROM THE
 CX0515'WHITE SANDS MISSILE RANGE HEADQUARTERS BUILDING, THENCE 0.65 MILE
 CX0515'SOUTHEAST ALONG WHITE SANDS MISSILE RANGE ROUTE 2-A, THENCE 2.85 MILES
 CX0515'SOUTH ALONG WHITE SANDS MISSILE RANGE ROUTE 3, IN S 31, T 22 S, R 6 E,
 CX0515'323 FEET EAST OF THE CENTER LINE OF THE ROAD, 75 FEET NORTHEAST OF C
 CX0515'WSPG 1952, SET IN THE TOP OF A 3- BY 3-FOOT CONCRETE LANDING AT THE
 CX0515'BASE OF A METAL LADDER, 4.2 FEET SOUTHWEST OF THE SOUTHEAST CORNER OF
 CX0515'BUILDING 21913, AND ABOUT LEVEL WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0516 ***********************************************************************
 CX0516  DESIGNATION -  C RM 2
 CX0516  PID         -  CX0516
 CX0516  STATE/COUNTY-  NM/OTERO
 CX0516  USGS QUAD   -  DAVIES TANK (1994)
 CX0516
 CX0516                         *CURRENT SURVEY CONTROL
 CX0516  ___________________________________________________________________
 CX0516* NAD 83(1986)-  32 21 20.     (N)    106 22 37.     (W)     SCALED    
 CX0516* NAVD 88     -      1224.716  (meters)    4018.09   (feet)  ADJUSTED  
 CX0516  ___________________________________________________________________
 CX0516  GEOID HEIGHT-         -23.77  (meters)                     GEOID03
 CX0516  DYNAMIC HT  -        1222.870 (meters)    4012.03  (feet)  COMP
 CX0516  MODELED GRAV-     979,090.1   (mgal)                       NAVD 88
 CX0516
 CX0516  VERT ORDER  -  FIRST     CLASS II
 CX0516
 CX0516.The horizontal coordinates were scaled from a topographic map and have
 CX0516.an estimated accuracy of +/- 6 seconds.
 CX0516
 CX0516.The orthometric height was determined by differential leveling
 CX0516.and adjusted by the National Geodetic Survey in June 1991..
 CX0516
 CX0516.The geoid height was determined by GEOID03.
 CX0516
 CX0516.The dynamic height is computed by dividing the NAVD 88
 CX0516.geopotential number by the normal gravity value computed on the
 CX0516.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0516.degrees latitude (g = 980.6199 gals.).
 CX0516
 CX0516.The modeled gravity was interpolated from observed gravity values.
 CX0516
 CX0516;                    North         East    Units  Estimated Accuracy
 CX0516;SPC NM C     -   150,300.      488,050.      MT  (+/- 180 meters Scaled)
 CX0516
 CX0516                          SUPERSEDED SURVEY CONTROL
 CX0516
 CX0516  NGVD 29 (??/??/92) 1224.115  (m)         4016.12   (f) ADJ UNCH    1 2
 CX0516
 CX0516.Superseded values are not recommended for survey control.
 CX0516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0516.See file dsdata.txt to determine how the superseded data were derived.
 CX0516
 CX0516_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR704806(NAD 83)
 CX0516_MARKER: DR = REFERENCE MARK DISK
 CX0516_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX0516_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CX0516_STAMPING: C WSPG NO 2 1952
 CX0516_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX0516+STABILITY: SURFACE MOTION
 CX0516
 CX0516  HISTORY     - Date     Condition        Report By
 CX0516  HISTORY     - 1952     MONUMENTED       WSMR
 CX0516  HISTORY     - 1967     GOOD             NGS
 CX0516
 CX0516                          STATION DESCRIPTION
 CX0516
 CX0516'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 CX0516'9.0 MI SE FROM W S M R HEADQUARTERS.
 CX0516'ABOUT 5.5 MILES EAST ALONG WHITE SANDS MISSILE RANGE ROUTE 2 FROM THE
 CX0516'WHITE SANDS MISSILE RANGE HEADQUARTERS BUILDING, THENCE 0.65 MILE
 CX0516'SOUTHEAST ALONG WHITE SANDS MISSILE RANGE ROUTE 2-A, THENCE 2.85 MILES
 CX0516'SOUTH ALONG WHITE SANDS MISSILE RANGE ROUTE 3, IN S 31, T 22 S, R 6 E,
 CX0516'50 FEET SOUTHEAST OF C WSPG 1952, 90 FEET SOUTH OF THE SOUTHWEST
 CX0516'CORNER OF BUILDING 2193, 64 FEET WEST OF A TELEPHONE POLE, 20 FEET
 CX0516'SOUTH OF A FENCE, 5.0 FEET NORTH OF A POINT IN LINE WITH A ROW OF
 CX0516'TELEPHONE POLES, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 12
 CX0516'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1925 ***********************************************************************
 CX1925  DESIGNATION -  CABALLO
 CX1925  PID         -  CX1925
 CX1925  STATE/COUNTY-  NM/GRANT
 CX1925  USGS QUAD   -  WHITEHORSE MOUNTAIN (1985)
 CX1925
 CX1925                         *CURRENT SURVEY CONTROL
 CX1925  ___________________________________________________________________
 CX1925* NAD 83(1992)-  32 42 15.96927(N)    107 56 20.42136(W)     ADJUSTED  
 CX1925* NAVD 88     -      2304.5    (meters)    7561.     (feet)  VERTCON   
 CX1925  ___________________________________________________________________
 CX1925  LAPLACE CORR-          -0.05  (seconds)                    DEFLEC99
 CX1925  GEOID HEIGHT-         -23.53  (meters)                     GEOID03
 CX1925
 CX1925  HORZ ORDER  -  FIRST
 CX1925
 CX1925.The horizontal coordinates were established by classical geodetic methods
 CX1925.and adjusted by the National Geodetic Survey in December 1993..
 CX1925
 CX1925.The NAVD 88 height was computed by applying the VERTCON shift value to
 CX1925.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CX1925
 CX1925.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1925
 CX1925.The geoid height was determined by GEOID03.
 CX1925
 CX1925;                    North         East     Units Scale Factor Converg.
 CX1925;SPC NM W     -   188,984.307   820,092.584   MT  0.99991788   -0 03 25.5
 CX1925;SPC NM W     -   620,026.01  2,690,587.09   sFT  0.99991788   -0 03 25.5
 CX1925;UTM  13      - 3,622,341.429   224,487.908   MT  1.00053610   -1 35 20.3
 CX1925;UTM  12      - 3,622,665.371   786,952.131   MT  1.00061546   +1 39 18.0
 CX1925
 CX1925!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1925!SPC NM W     -   0.99964200  x   0.99991788  =   0.99955991
 CX1925!UTM  13      -   0.99964200  x   1.00053610  =   1.00017791
 CX1925!UTM  12      -   0.99964200  x   1.00061546  =   1.00025724
 CX1925
 CX1925|---------------------------------------------------------------------|
 CX1925| PID    Reference Object                     Distance      Geod. Az  |
 CX1925|                                                           dddmmss.s |
 CX1925| CC7075 CABALLO RM 2                          7.098 METERS 17925     |
 CX1925| CC7073 CABALLO AZ MK                                      2273427.7 |
 CX1925| CY0935 HURLEY WATER TOWER                  APPROX.17.9 KM 2684750.7 |
 CX1925| CC7074 CABALLO RM 1                          8.661 METERS 33018     |
 CX1925|---------------------------------------------------------------------|
 CX1925
 CX1925                          SUPERSEDED SURVEY CONTROL
 CX1925
 CX1925  NAD 83(1986)-  32 42 15.96793(N)    107 56 20.42129(W) AD(       ) 1
 CX1925  NAD 27      -  32 42 15.68694(N)    107 56 18.29184(W) AD(       ) 1
 CX1925  NGVD 29 (07/19/86) 2303.6    (m)         7558.     (f) VERT ANG       
 CX1925
 CX1925.Superseded values are not recommended for survey control.
 CX1925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1925.See file dsdata.txt to determine how the superseded data were derived.
 CX1925
 CX1925_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBS2448822341(NAD 83)
 CX1925_MARKER: DD = SURVEY DISK
 CX1925_SETTING: 66 = SET IN ROCK OUTCROP
 CX1925_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX1925
 CX1925  HISTORY     - Date     Condition        Report By
 CX1925  HISTORY     - 1936     MONUMENTED       CGS
 CX1925  HISTORY     - 1945     GOOD             CGS
 CX1925  HISTORY     - 1954     GOOD             USGS
 CX1925
 CX1925                          STATION DESCRIPTION
 CX1925
 CX1925'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (WRP)
 CX1925'ABOUT 11 MILES AIR LINE E OF HURLEY, ON THE CENTRAL AND
 CX1925'HIGHEST OF THREE PEAKS WHICH FORM THE STATION RIDGE, ON
 CX1925'MIMBRES PEAK, A LONE MOUNTAIN WHICH IS KNOWN LOCALLY AS CABALLO
 CX1925'BLANCO (WHITE HORSE).
 CX1925'
 CX1925'THE STATION, AZIMUTH AND REFERENCE MARKS ARE BRONZE DISKS SET
 CX1925'IN ROCK.
 CX1925'
 CX1925'REFERENCE MARK 1 IS 8.706 METERS (28.56 FEET) FROM THE STATION
 CX1925'IN AZIMUTH 150 DEG 18 MIN, AND REFERENCE MARK 2 IS 7.110 METERS
 CX1925'(23.33 FEET) FROM THE STATION.
 CX1925'
 CX1925'THE AZIMUTH MARK IS ON A LOWER, BUT PROMINENT PEAK OF THE
 CX1925'SAME RIDGE, AND 0.25 MILE FROM THE STATION.
 CX1925
 CX1925                          STATION RECOVERY (1945)
 CX1925
 CX1925'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (RAM)
 CX1925'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 CX1925'TO BE IN GOOD CONDITION.
 CX1925'
 CX1925'TO REACH THE STATION FROM HURLEY, GO S ON U.S. HIGHWAY 260,
 CX1925'FROM THE DEPOT, FOR 4.6 MILES TO A ROAD LEADING LEFT ALONG
 CX1925'A TELEPHONE LINE.  TURN LEFT THROUGH THE GATE AND CONTINUE
 CX1925'FOR 0.5 MILE TO A CATTLE GUARD, CONTINUE STRAIGHT AHEAD FOR
 CX1925'2.9 MILES TO A CROSS ROAD, CONTINUE STRAIGHT AHEAD FOR 0.2
 CX1925'MILE TO A CATTLE GUARD, CONTINUE STRAIGHT AHEAD FOR 0.2 MILE
 CX1925'TO A FORK LEADING TO A RANCH A SHORT DISTANCE AWAY (THE RIGHT
 CX1925'FORK LEADS TO THE RANCH AND THE LEFT FORK LEADS TO A GATE
 CX1925'A SHORT DISTANCE AHEAD).  TAKE THE LEFT FORK AND CONTINUE
 CX1925'FOR 0.1 MILE TO THE GATE, PASS THROUGH THE GATE, BEAR LEFT
 CX1925'ALONG THE FENCE AND CONTINUE FOR 0.3 MILE TO A FORK JUST
 CX1925'AFTER CROSSING A WASH, KEEP THE RIGHT FORK AND CONTINUE
 CX1925'FOR 0.2 MILE TO A FORK, TAKE THE LEFT FORK AND CONTINUE FOR
 CX1925'1.6 MILES TO A GATE.  PASS THROUGH THE GATE AND CONTINUE FOR
 CX1925'0.7 MILE TO A LEFT FORK.  TAKE THE LEFT FORK AND CONTINUE
 CX1925'FOR 2.4 MILES TO A FORK, TAKE THE RIGHT FORK AND CONTINUE FOR
 CX1925'0.2 MILE TO AN OPENING IN A FENCE ACROSS THE WASH,
 CX1925'CONTINUE AHEAD FOR 0.4 MILE TO A FORK (THE RIGHT FORK
 CX1925'LEADING TO A WINDMILL ABOUT 1/2 MILE AWAY).  TAKE THE LEFT
 CX1925'FORK AND CONTINUE FOR 2.1 MILES TO WHERE THE CANYON
 CX1925'FORKS.  A GATE CAN BE SEEN ACROSS THE WASH.  BEAR RIGHT ACROSS
 CX1925'THE WASH TO THE GATE, PASS THROUGH IT AND CONTINUE UP
 CX1925'THE CANYON ON THE TRACK ROAD FOR 1.9 MILES TO A LARGE
 CX1925'EARTH DAM AND SOME OLD BUILDINGS.  TURN RIGHT AT THE FENCE
 CX1925'CORNER AND DRIVE OVER THE DAM.  AT THE END OF THE DAM
 CX1925'BEAR SHARP LEFT ALONG THE FENCE FOR 0.4 MILE TO A
 CX1925'GATE, CONTINUE FOR 0.3 MILE TO A WASH.  JUST AFTER
 CX1925'CROSSING THE WASH BEAR SHARP LEFT ALONG THE WASH FOR 0.2
 CX1925'MILE, BEAR LEFT AND CROSS BACK ACROSS THE WASH AND CONTINUE
 CX1925'TOWARD THE RANGE TO THE RIGHT FOR 0.9 MILE TO THE BASE OF
 CX1925'THE HILLS AND THE END OF TRUCK TRAVEL.  PACK ENE TO WHAT
 CX1925'APPEARS TO BE THE HIGHEST POINT OF THE RANGE FROM THIS POINT
 CX1925'AND IT IS ON THIS POINT THAT THE AZIMUTH MARK IS LOCATED.
 CX1925'CONTINUE UP THE RIDGE FOR ABOUT 1/4 MILE TO THE HIGHEST
 CX1925'POINT AND THE STATION.
 CX1925'
 CX1925'STANDARD IS A BRONZE STATION DISK SET IN BEDROCK, PROJECTING
 CX1925'ABOUT 2 INCHES, AND STAMPED CABALLO 1936.  IT IS 24 FEET N
 CX1925'OF THE HIGHEST POINT OF THE HILL.
 CX1925'
 CX1925'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN BEDROCK,
 CX1925'FLUSH, AND STAMPED CABALLO NO 1 1936.  IT IS NNW OF THE
 CX1925'STATION AND ABOUT 2-1/2 FEET LOWER.
 CX1925'
 CX1925'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN BEDROCK,
 CX1925'PROJECTING ABOUT 1 FOOT, AND STAMPED CABALLO NO 2 1936.
 CX1925'IT IS S OF THE STATION AND 3 FEET W OF THE HIGHEST POINT.
 CX1925'
 CX1925'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN BEDROCK, FLUSH,
 CX1925'AND STAMPED CABALLO 1936.  IT IS ABOUT 1/4 MILE SW OF THE
 CX1925'STATION, 35 FEET E OF THE HIGHEST POINT OF THE RIDGE, AND
 CX1925'2 FEET E OF A SMALL ROCK CAIRN WITH A BOARD PROJECTING FROM
 CX1925'IT.  IT IS REACHED ON THE WAY TO THE STATION.
 CX1925
 CX1925                          STATION RECOVERY (1954)
 CX1925
 CX1925'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 CX1925'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS1389 ***********************************************************************
 DS1389  DESIGNATION -  CABALLO
 DS1389  PID         -  DS1389
 DS1389  STATE/COUNTY-  NM/SIERRA
 DS1389  USGS QUAD   -  PALOMAS GAP (1985)
 DS1389
 DS1389                         *CURRENT SURVEY CONTROL
 DS1389  ___________________________________________________________________
 DS1389* NAD 83(1992)-  33 06 05.84948(N)    107 13 40.57421(W)     ADJUSTED  
 DS1389* NAVD 88     -      1857.     (meters)    6093.     (feet)  VERTCON   
 DS1389  ___________________________________________________________________
 DS1389  LAPLACE CORR-           3.63  (seconds)                    DEFLEC99
 DS1389  GEOID HEIGHT-         -23.27  (meters)                     GEOID03
 DS1389
 DS1389  HORZ ORDER  -  FIRST
 DS1389
 DS1389.The horizontal coordinates were established by classical geodetic methods
 DS1389.and adjusted by the National Geodetic Survey in December 1993..
 DS1389
 DS1389.The NAVD 88 height was computed by applying the VERTCON shift value to
 DS1389.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DS1389
 DS1389.The Laplace correction was computed from DEFLEC99 derived deflections.
 DS1389
 DS1389.The geoid height was determined by GEOID03.
 DS1389
 DS1389;                    North         East     Units Scale Factor Converg.
 DS1389;SPC NM W     -   233,188.080   886,506.977   MT  0.99995602   +0 19 50.3
 DS1389;SPC NM W     -   765,051.23  2,908,481.64   sFT  0.99995602   +0 19 50.3
 DS1389;UTM  13      - 3,664,761.410   292,092.999   MT  1.00013298   -1 13 01.8
 DS1389
 DS1389!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS1389!SPC NM W     -   0.99971224  x   0.99995602  =   0.99966828
 DS1389!UTM  13      -   0.99971224  x   1.00013298  =   0.99984518
 DS1389
 DS1389|---------------------------------------------------------------------|
 DS1389| PID    Reference Object                     Distance      Geod. Az  |
 DS1389|                                                           dddmmss.s |
 DS1389| CD1729 CABALLO RM 1                         14.311 METERS 00922     |
 DS1389| DS1244 AIRWAY BCN 10 2.5 MI E ENGLE        APPROX.24.1 KM 0684628.1 |
 DS1389| CD1730 CABALLO RM 2                          6.744 METERS 12220     |
 DS1389| CD1728 CABALLO AZ MK                                      2415328.9 |
 DS1389| DS1390 TRUTH OR CONSEQ MUN STANDPIPE       APPROX. 5.3 KM 3353300.9 |
 DS1389|---------------------------------------------------------------------|
 DS1389
 DS1389                          SUPERSEDED SURVEY CONTROL
 DS1389
 DS1389  NAD 83(1986)-  33 06 05.85821(N)    107 13 40.57901(W) AD(       ) 1
 DS1389  NAD 27      -  33 06 05.58964(N)    107 13 38.46141(W) AD(       ) 1
 DS1389  NGVD 29 (07/19/86) 1856.     (m)         6089.     (f) VERT ANG       
 DS1389
 DS1389.Superseded values are not recommended for survey control.
 DS1389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS1389.See file dsdata.txt to determine how the superseded data were derived.
 DS1389
 DS1389_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBS9209364761(NAD 83)
 DS1389_MARKER: DS = TRIANGULATION STATION DISK
 DS1389_SETTING: 66 = SET IN ROCK OUTCROP
 DS1389
 DS1389  HISTORY     - Date     Condition        Report By
 DS1389  HISTORY     - 1954     MONUMENTED       CGS
 DS1389  HISTORY     - 1956     GOOD             USGS
 DS1389
 DS1389                          STATION DESCRIPTION
 DS1389
 DS1389'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (WRH)
 DS1389'THE STATION IS LOCATED ON THE TOP AND HIGHEST POINT OF A
 DS1389'PROMINENT, ROCKY, SHARP PEAK KNOWN AS CABALLO CONE, ABOUT
 DS1389'2-1/4 MILES AIRLINE SOUTHEAST OF TRUTH OR CONSEQUENCES, ABOUT
 DS1389'12 MILES AIRLINE WEST-SOUTHWEST OF ENGLE, AND ABOUT 3-1/2 MILES
 DS1389'AIRLINE SOUTHWEST OF THE ELEPHANT BUTTE DAM.
 DS1389'
 DS1389'TO REACH THE STATION FROM THE POST OFFICE IN TRUTH OR CONSEQUENCES
 DS1389'GO EAST ON MAIN STREET 0.1 MILE TO A STOP SIGN AT A JUNCTION.
 DS1389'TURN LEFT ONTO U.S. HIGHWAY 85 AND GO NORTH 0.3 MILE TO A CROSS
 DS1389'ROAD.  TURN RIGHT ONTO STATE ROAD 51 AND GO EAST AND NORTHEAST
 DS1389'3.0 MILES TO A CATTLE GUARD JUST AFTER CROSSING A BRIDGE.  TURN
 DS1389'RIGHT, CROSS THE CATTLE GUARD, AND GO SOUTH AND SOUTHEAST ON
 DS1389'A GRAVELED ROAD ALONG THE EAST SIDE OF THE RIO GRANDE RIVER 5.6
 DS1389'MILES TO A FORK.  TAKE THE LEFT FORK AND GO 0.1 MILE TO A
 DS1389'CAIRN AND THE AZIMUTH MARK ON THE LEFT.  KEEP STRAIGHT AHEAD
 DS1389'AND GO 0.15 MILE TO A SIDE ROAD ON THE LEFT.  TURN LEFT AND
 DS1389'GO NORTHEAST 0.2 MILE TO A FORK.  PACK NORTHEAST 15
 DS1389'MINUTES UP A DIM ROAD AND TRAIL TO A SMALL ABANDONED MINE.
 DS1389'PACK NORTHEAST FOR 1 HOUR UP A STEEP, ROCKY SLOPE TO THE
 DS1389'HIGHEST POINT AND THE STATION.
 DS1389'
 DS1389'THE STATION MARK IS A STANDARD DISK STAMPED CABALLO 1954 SET
 DS1389'IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT IS FLUSH WITH THE
 DS1389'SURROUNDING ROCK.  IT IS 12 FEET NORTH OF A 3-FOOT CAIRN.
 DS1389'
 DS1389'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED CABALLO NO
 DS1389'1 1954 SET IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT PROJECTS
 DS1389'4 INCHES ABOVE THE GROUND AND IS 5 FEET LOWER THAN THE STATION.
 DS1389'
 DS1389'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED CABALLO NO
 DS1389'2 1954 SET IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT PROJECTS
 DS1389'5 INCHES ABOVE THE GROUND AND IS 3 FEET LOWER THAN THE STATION.
 DS1389'
 DS1389'THE AZIMUTH MARK IS A STANDARD DISK STAMPED CABALLO 1954 SET
 DS1389'IN A DRILL HOLE IN THE TOP OF A LARGE BOULDER THAT PROJECTS 2
 DS1389'FEET ABOVE THE GROUND.  IT IS 50 FEET NORTH OF THE CENTERLINE
 DS1389'OF A ROAD AND 1 FOOT WEST OF A 3-FOOT CAIRN.
 DS1389
 DS1389                          STATION RECOVERY (1956)
 DS1389
 DS1389'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 DS1389'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0546 ***********************************************************************
 GN0546  DESIGNATION -  CABESTRO
 GN0546  PID         -  GN0546
 GN0546  STATE/COUNTY-  NM/RIO ARRIBA
 GN0546  USGS QUAD   -  ESPINOSA RANCH (1995)
 GN0546
 GN0546                         *CURRENT SURVEY CONTROL
 GN0546  ___________________________________________________________________
 GN0546* NAD 83(1992)-  36 51 39.54533(N)    107 21 29.76627(W)     ADJUSTED  
 GN0546* NAVD 88     -      2063.4    (meters)    6770.     (feet)  VERTCON   
 GN0546  ___________________________________________________________________
 GN0546  LAPLACE CORR-           5.29  (seconds)                    DEFLEC99
 GN0546  GEOID HEIGHT-         -19.85  (meters)                     GEOID03
 GN0546
 GN0546  HORZ ORDER  -  THIRD
 GN0546
 GN0546.The horizontal coordinates were established by classical geodetic methods
 GN0546.and adjusted by the National Geodetic Survey in December 1993..
 GN0546
 GN0546.The NAVD 88 height was computed by applying the VERTCON shift value to
 GN0546.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GN0546
 GN0546.The Laplace correction was computed from DEFLEC99 derived deflections.
 GN0546
 GN0546.The geoid height was determined by GEOID03.
 GN0546
 GN0546;                    North         East     Units Scale Factor Converg.
 GN0546;SPC NM C     -   650,617.606   401,180.016   MT  1.00002027   -0 39 53.6
 GN0546;SPC NM C     - 2,134,567.93  1,316,204.77   sFT  1.00002027   -0 39 53.6
 GN0546;SPC NM W     -   650,160.426   872,359.788   MT  0.99993876   +0 17 05.9
 GN0546;SPC NM W     - 2,133,068.00  2,862,067.07   sFT  0.99993876   +0 17 05.9
 GN0546;UTM  13      - 4,082,047.311   289,772.386   MT  1.00014450   -1 24 54.7
 GN0546
 GN0546!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GN0546!SPC NM C     -   0.99967941  x   1.00002027  =   0.99969967
 GN0546!SPC NM W     -   0.99967941  x   0.99993876  =   0.99961818
 GN0546!UTM  13      -   0.99967941  x   1.00014450  =   0.99982386
 GN0546
 GN0546:                Primary Azimuth Mark                     Grid Az
 GN0546:SPC NM C     -  JINNY                                    264 05 51.2
 GN0546:SPC NM W     -  JINNY                                    263 08 51.7
 GN0546:UTM  13      -  JINNY                                    264 50 52.3
 GN0546
 GN0546|---------------------------------------------------------------------|
 GN0546| PID    Reference Object                     Distance      Geod. Az  |
 GN0546|                                                           dddmmss.s |
 GN0546| GN0547 JINNY                               APPROX. 5.5 KM 2632557.6 |
 GN0546|---------------------------------------------------------------------|
 GN0546
 GN0546                          SUPERSEDED SURVEY CONTROL
 GN0546
 GN0546  NAD 83(1992)-  36 51 39.54257(N)    107 21 29.76534(W) AD(       ) 3
 GN0546  NAD 83(1986)-  36 51 39.54179(N)    107 21 29.77143(W) AD(       ) 3
 GN0546  NAD 27      -  36 51 39.52213(N)    107 21 27.61243(W) AD(       ) 3
 GN0546  NGVD 29 (07/19/86) 2062.2    (m)         6766.     (f) VERT ANG       
 GN0546
 GN0546.Superseded values are not recommended for survey control.
 GN0546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0546.See file dsdata.txt to determine how the superseded data were derived.
 GN0546
 GN0546_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBA8977282047(NAD 83)
 GN0546_MARKER: DD = SURVEY DISK
 GN0546_SETTING: 80 = SET IN A BOULDER
 GN0546_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GN0546+STABILITY: SURFACE MOTION
 GN0546
 GN0546  HISTORY     - Date     Condition        Report By
 GN0546  HISTORY     - 1952     MONUMENTED       USGS
 GN0546
 GN0546                          STATION DESCRIPTION
 GN0546
 GN0546'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 GN0546'STATION IS APPROXIMATELY 9.0 MI. AIRLINE SSE. OF ROSA, NEW MEXICO.
 GN0546'STATION IS ON RIMROCK LEDGE FORMATION ON THE W. SLOPE OF TIMBERED
 GN0546'N-S. RIDGE.  STATION OVERLOOKS THE COUNTRY TO THE W. AND S.  STATION
 GN0546'IS ON THE S. SIDE OF LARGE DRAW.
 GN0546'
 GN0546'TO REACH STATION FROM THE GOMEZ RANCH IN FRANCES CANYON, GO W. AND
 GN0546'THENCE N. ON THE MAIN TRAVELED RD. TOWARD ROSA FOR 9.3 MI. TO DIM
 GN0546'CROSSROADS.  TURN RIGHT OFF THE ROSA RD. AND CONTINUE FOR 2.9 MI.
 GN0546'TO DIM RD. LEFT (W.) ABOUT 300 FT. N. OF LARGE DRY WASH CROSSING.
 GN0546'TURN LEFT AND GO 0.8 MI. E. ALONG N. SIDE OF DRY WASH TO DIM
 GN0546'CROSSROADS.  TURN LEFT AND CONTINUE FOR 1.05 MI. TO FENCE GATE.
 GN0546'PROCEED THROUGH GATE FOR 1.55 MI. TO RD. RIGHT.  TURN RIGHT AND GO
 GN0546'0.65 MI. TO W. EDGE OF SAGEBRUSH COVERED FIELD.  TURN LEFT OFF RD.
 GN0546'AND CONTINUE N. ALONG EDGE OF FIELD AND BASE OF RIDGE TO E. FOR
 GN0546'0.15 MI. TO DEEP DRY WASH AND END OF TRUCK TRAVEL.  STATION IS ON
 GN0546'RIMROCK LEDGE ON W. SLOPE OF RIDGE, APPROXIMATELY 1400 FT. TO NE.
 GN0546'
 GN0546'STATION MARK--STANDARD USGS BRONZE TABLET, CEMENTED IN 8 X 12 FT.
 GN0546'SANDSTONE BOULDER PROJECTING APPROXIMATELY 4 FT. ABOVE THE
 GN0546'SURROUNDING SURFACE.
 GN0546'
 GN0546'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM1057 ***********************************************************************
 FM1057  DESIGNATION -  CABEZA
 FM1057  PID         -  FM1057
 FM1057  STATE/COUNTY-  NM/SAN MIGUEL
 FM1057  USGS QUAD   -  CHINABERRY CANYON (1969)
 FM1057
 FM1057                         *CURRENT SURVEY CONTROL
 FM1057  ___________________________________________________________________
 FM1057* NAD 83(1992)-  35 40 54.82779(N)    103 55 09.18059(W)     ADJUSTED  
 FM1057* NAVD 88     -      1641.3    (meters)    5385.     (feet)  VERTCON   
 FM1057  ___________________________________________________________________
 FM1057  LAPLACE CORR-          -3.18  (seconds)                    DEFLEC99
 FM1057  GEOID HEIGHT-         -21.38  (meters)                     GEOID03
 FM1057
 FM1057  HORZ ORDER  -  SECOND
 FM1057
 FM1057.The horizontal coordinates were established by classical geodetic methods
 FM1057.and adjusted by the National Geodetic Survey in December 1993..
 FM1057
 FM1057.The NAVD 88 height was computed by applying the VERTCON shift value to
 FM1057.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FM1057
 FM1057.The Laplace correction was computed from DEFLEC99 derived deflections.
 FM1057
 FM1057.The geoid height was determined by GEOID03.
 FM1057
 FM1057;                    North         East     Units Scale Factor Converg.
 FM1057;SPC NM E     -   519,304.657   202,484.342   MT  0.99992640   +0 14 29.6
 FM1057;SPC NM E     - 1,703,752.03    664,317.38   sFT  0.99992640   +0 14 29.6
 FM1057;UTM  13      - 3,949,205.139   597,799.974   MT  0.99971786   +0 37 49.6
 FM1057
 FM1057!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FM1057!SPC NM E     -   0.99974581  x   0.99992640  =   0.99967223
 FM1057!UTM  13      -   0.99974581  x   0.99971786  =   0.99946374
 FM1057
 FM1057|---------------------------------------------------------------------|
 FM1057| PID    Reference Object                     Distance      Geod. Az  |
 FM1057|                                                           dddmmss.s |
 FM1057| CJ6790 CABEZA RM 1                          15.768 METERS 05714     |
 FM1057| CJ6791 CABEZA RM 2                          17.485 METERS 17455     |
 FM1057| CJ6789 CABEZA AZ MK                                       3235915.5 |
 FM1057|---------------------------------------------------------------------|
 FM1057
 FM1057                          SUPERSEDED SURVEY CONTROL
 FM1057
 FM1057  NAD 83(1986)-  35 40 54.83631(N)    103 55 09.17708(W) AD(       ) 2
 FM1057  NAD 27      -  35 40 54.68610(N)    103 55 07.28570(W) AD(       ) 2
 FM1057  NGVD 29 (07/19/86) 1640.6    (m)         5383.     (f) VERT ANG       
 FM1057
 FM1057.Superseded values are not recommended for survey control.
 FM1057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM1057.See file dsdata.txt to determine how the superseded data were derived.
 FM1057
 FM1057_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEV9780049205(NAD 83)
 FM1057_MARKER: DS = TRIANGULATION STATION DISK
 FM1057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM1057
 FM1057  HISTORY     - Date     Condition        Report By
 FM1057  HISTORY     - 1960     MONUMENTED       CGS
 FM1057
 FM1057                          STATION DESCRIPTION
 FM1057
 FM1057'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (HWK)
 FM1057'THE STATION IS APPROXIMATELY 6-1/2 MILES SOUTH AND 1-1/2
 FM1057'MILES EAST OF MOSQUERO, 1 MILE WEST OF THE HARDING-SAN MIGUEL
 FM1057'COUNTY LINE AND ON THE PROPERTY OF THE WAGGONER RANCH.
 FM1057'
 FM1057'TO REACH THE STATION FROM THE POST OFFICE IN MOSQUERO, GO WEST
 FM1057'ON STATE HIGHWAY 39 FOR 0.05 MILE TO A SIDE STREET ON THE
 FM1057'LEFT.  TURN LEFT, SOUTH, ON THE STREET FOR 0.4 MILE TO THE
 FM1057'END OF THE STREET.  CONTINUE SOUTH ON A GRAVEL ROAD FOR 0.15
 FM1057'MILE TO A CATTLE GUARD.  CONTINUE SOUTH ON THE GRAVEL ROAD
 FM1057'FOR 4.35 MILE TO A METAL GATE.  CONTINUE SOUTH ON THE GRAVEL
 FM1057'ROAD FOR 1.65 MILES TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE
 FM1057'SOUTH ON THE GRAVEL ROAD FOR 0.3 MILE TO WHERE THE ROAD TURNS
 FM1057'TO THE LEFT AND A DIM TRACK ROAD ON THE RIGHT.  TURN RIGHT
 FM1057'ON THE DIM TRACK ROAD FOR 0.1 MILE TO THE TOP OF A SMALL
 FM1057'HILL AND THE STATION.
 FM1057'
 FM1057'STATION MARKS ARE STANDARD DISKS STAMPED CAREZA 1960.  THE
 FM1057'SURFACE DISK IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS
 FM1057'5 INCHES.  IT IS 5.6 FEET SOUTHEAST OF A METAL WITNESS POST.
 FM1057'THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE
 FM1057'26 INCHES BELOW THE SURFACE OF THE GROUND.
 FM1057'
 FM1057'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED CABEZA NO 1
 FM1057'1960, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.
 FM1057'IT IS 53 FEET NORTHEAST OF THE METAL WITNESS POST.
 FM1057'
 FM1057'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED CABEZA NO 2
 FM1057'1960, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.
 FM1057'IT IS 62 FEET SOUTH OF THE METAL WITNESS POST.
 FM1057'
 FM1057'AZIMUTH MARK, A STANDARD DISK STAMPED CABEZA 1960, IS SET
 FM1057'IN A SQUARE CONCRETE POST WHICH PROJECTS 5 INCHES.  IT IS 44
 FM1057'FEET NORTHEAST OF THE CENTER OF THE GRAVEL ROAD AND 2 FEET
 FM1057'NORTHEAST OF A METAL WITNESS POST.
 FM1057'
 FM1057'NOTE.  REFERENCE MARKS MEASURED WITH 5 KG TAP TENSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1564 ***********************************************************************
 FO1564  DESIGNATION -  CABEZON CAIRN
 FO1564  PID         -  FO1564
 FO1564  STATE/COUNTY-  NM/SANDOVAL
 FO1564  USGS QUAD   -  CABEZON PEAK (1989)
 FO1564
 FO1564                         *CURRENT SURVEY CONTROL
 FO1564  ___________________________________________________________________
 FO1564* NAD 83(1992)-  35 35 58.17734(N)    107 05 44.91399(W)     ADJUSTED  
 FO1564* NAVD 88     -                                                        
 FO1564  ___________________________________________________________________
 FO1564  LAPLACE CORR-           1.30  (seconds)                    DEFLEC99
 FO1564  GEOID HEIGHT-         -20.35  (meters)                     GEOID03
 FO1564
 FO1564  HORZ ORDER  -  THIRD
 FO1564
 FO1564.The horizontal coordinates were established by classical geodetic methods
 FO1564.and adjusted by the National Geodetic Survey in December 1993..
 FO1564
 FO1564
 FO1564.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1564
 FO1564.The geoid height was determined by GEOID03.
 FO1564
 FO1564;                    North         East     Units Scale Factor Converg.
 FO1564;SPC NM C     -   510,408.341   423,361.729   MT  0.99997235   -0 29 32.6
 FO1564;SPC NM C     - 1,674,564.70  1,388,979.27   sFT  0.99997235   -0 29 32.6
 FO1564;UTM  13      - 3,941,549.757   310,145.455   MT  1.00004419   -1 13 13.3
 FO1564
 FO1564                          SUPERSEDED SURVEY CONTROL
 FO1564
 FO1564  NAD 83(1986)-  35 35 58.17973(N)    107 05 44.91768(W) AD(       ) 4
 FO1564  NAD 27      -  35 35 58.08000(N)    107 05 42.76200(W) AD(       ) 3
 FO1564
 FO1564.Superseded values are not recommended for survey control.
 FO1564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1564.See file dsdata.txt to determine how the superseded data were derived.
 FO1564
 FO1564_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV1014541550(NAD 83)
 FO1564_MARKER: 72 = CAIRN
 FO1564
 FO1564  HISTORY     - Date     Condition        Report By
 FO1564  HISTORY     - 1958     FIRST OBSERVED   CGS
 FO1564  HISTORY     - 1958     GOOD             CGS
 FO1564
 FO1564                          STATION DESCRIPTION
 FO1564
 FO1564'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RLE)
 FO1564'THE STATION IS LOCATED AIRLINE, ABOUT 15 MILES SOUTHEAST OF
 FO1564'THE TORREON TRADING POST AND ABOUT 6 MILES SOUTH-SOUTHWEST
 FO1564'OF THE SMALL VILLAGE OF SAN LUIS.
 FO1564'
 FO1564'THE STATION IS A LARGE CAIRN, NEAR THE HIGHEST POINT OF A LARGE,
 FO1564'HIGH, ROCKY BUTTE WHICH RISES OUT OF THE FLOOR OF THE OPEN
 FO1564'VALLEY AND LOOKS LIKE A MONUMENT.
 FO1564'
 FO1564'THE STATION WAS NOT VISITED BY THIS PARTY.
 FO1564'
 FO1564'THE POINT OF INTERSECTION WAS THE CENTER OF THE CAIRN.
 FO1564
 FO1564                          STATION RECOVERY (1958)
 FO1564
 FO1564'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 FO1564'NO TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0662 ***********************************************************************
 FN0662  DESIGNATION -  CACTUS
 FN0662  PID         -  FN0662
 FN0662  STATE/COUNTY-  NM/SANTA FE
 FN0662  USGS QUAD   -  OJO HEDIONDA (1966)
 FN0662
 FN0662                         *CURRENT SURVEY CONTROL
 FN0662  ___________________________________________________________________
 FN0662* NAD 83(1992)-  35 16 00.80022(N)    105 59 49.25072(W)     ADJUSTED  
 FN0662* NAVD 88     -      2030.3    (meters)    6661.     (feet)  VERTCON   
 FN0662  ___________________________________________________________________
 FN0662  LAPLACE CORR-           1.39  (seconds)                    DEFLEC99
 FN0662  GEOID HEIGHT-         -19.34  (meters)                     GEOID03
 FN0662
 FN0662  HORZ ORDER  -  THIRD
 FN0662
 FN0662.The horizontal coordinates were established by classical geodetic methods
 FN0662.and adjusted by the National Geodetic Survey in December 1993..
 FN0662
 FN0662.The NAVD 88 height was computed by applying the VERTCON shift value to
 FN0662.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FN0662
 FN0662.The Laplace correction was computed from DEFLEC99 derived deflections.
 FN0662
 FN0662.The geoid height was determined by GEOID03.
 FN0662
 FN0662;                    North         East     Units Scale Factor Converg.
 FN0662;SPC NM C     -   473,210.062   523,017.106   MT  0.99990653   +0 08 45.9
 FN0662;SPC NM C     - 1,552,523.35  1,715,931.96   sFT  0.99990653   +0 08 45.9
 FN0662;UTM  13      - 3,903,096.276   409,315.669   MT  0.99970135   -0 34 32.5
 FN0662
 FN0662!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FN0662!SPC NM C     -   0.99968445  x   0.99990653  =   0.99959101
 FN0662!UTM  13      -   0.99968445  x   0.99970135  =   0.99938590
 FN0662
 FN0662:                Primary Azimuth Mark                     Grid Az
 FN0662:SPC NM C     -  PELON                                    004 24 38.5
 FN0662:UTM  13      -  PELON                                    005 07 56.9
 FN0662
 FN0662|---------------------------------------------------------------------|
 FN0662| PID    Reference Object                     Distance      Geod. Az  |
 FN0662|                                                           dddmmss.s |
 FN0662| FN0661 PELON                               APPROX. 6.7 KM 0043324.4 |
 FN0662|---------------------------------------------------------------------|
 FN0662
 FN0662                          SUPERSEDED SURVEY CONTROL
 FN0662
 FN0662  NAD 83(1986)-  35 16 00.80944(N)    105 59 49.25471(W) AD(       ) 3
 FN0662  NAD 27      -  35 16 00.66589(N)    105 59 47.18248(W) AD(       ) 3
 FN0662  NGVD 29 (07/19/86) 2029.3    (m)         6658.     (f) VERT ANG       
 FN0662
 FN0662.Superseded values are not recommended for survey control.
 FN0662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0662.See file dsdata.txt to determine how the superseded data were derived.
 FN0662
 FN0662_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV0931603096(NAD 83)
 FN0662_MARKER: DD = SURVEY DISK
 FN0662_SETTING: 0 = UNSPECIFIED SETTING
 FN0662_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FN0662
 FN0662  HISTORY     - Date     Condition        Report By
 FN0662  HISTORY     - 1954     MONUMENTED       USGS
 FN0662
 FN0662                          STATION DESCRIPTION
 FN0662
 FN0662'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 FN0662'STATION IS LOCATED ABOUT 8 MI. (AIRLINE) N-NW. OF STANLEY, NEW MEXICO,
 FN0662'AND ON THE LINE BETWEEN SEC. 16 AND 17, T 12 N, R 9 E.
 FN0662'
 FN0662'TO REACH STATION FROM THE POST OFFICE IN STANLEY, GO N. ON STATE
 FN0662'HIGHWAY 41 FOR 7.2 MI., TURN LEFT (W.) OFF HIGHWAY ON A TRACK RD. FOR
 FN0662'0.8 MI. TO A CATTLEGUARD NEAR A WINDMILL, CROSS AND CONTINUE ON FOR
 FN0662'1.0 MI. TO A FENCE CORNER, GO W. FOR 1.6 MI. TO STATION.  THE STATION
 FN0662'IS ABOUT 3 FT. W. OF THE FENCE LINE AND AT ABOUT THE HIGHEST PART OF
 FN0662'RIDGE.
 FN0662'
 FN0662'STATION MARK--STANDARD USGS ALUMINUM TABLET, STAMPED ---CACTUS
 FN0662'1954---, AND SET IN A CONCRETE POST, PROJECTING ABOUT 0.4 FT. ABOVE
 FN0662'GROUND.
 FN0662'
 FN0662'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS1286 ***********************************************************************
 DS1286  DESIGNATION -  CAIN RESET
 DS1286  PID         -  DS1286
 DS1286  STATE/COUNTY-  NM/SOCORRO
 DS1286  USGS QUAD   -  BLAKEMORE WELL (1981)
 DS1286
 DS1286                         *CURRENT SURVEY CONTROL
 DS1286  ___________________________________________________________________
 DS1286* NAD 83(1992)-  33 34 33.34941(N)    106 42 14.36416(W)     ADJUSTED  
 DS1286* NAVD 88     -      1451.37   (+/-2cm)    4761.7    (feet)  VERTCON   
 DS1286  ___________________________________________________________________
 DS1286  LAPLACE CORR-           0.87  (seconds)                    DEFLEC99
 DS1286  GEOID HEIGHT-         -22.50  (meters)                     GEOID03
 DS1286
 DS1286  HORZ ORDER  -  FIRST
 DS1286  VERT ORDER  -  THIRD ? (See Below)
 DS1286
 DS1286.The horizontal coordinates were established by classical geodetic methods
 DS1286.and adjusted by the National Geodetic Survey in December 1993..
 DS1286
 DS1286.The NAVD 88 height was computed by applying the VERTCON shift value to
 DS1286.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DS1286.The vertical order pertains to the NGVD 29 superseded value.
 DS1286
 DS1286.The Laplace correction was computed from DEFLEC99 derived deflections.
 DS1286
 DS1286.The geoid height was determined by GEOID03.
 DS1286
 DS1286;                    North         East     Units Scale Factor Converg.
 DS1286;SPC NM C     -   285,713.704   457,855.001   MT  0.99992189   -0 15 03.9
 DS1286;SPC NM C     -   937,379.04  1,502,145.95   sFT  0.99992189   -0 15 03.9
 DS1286;UTM  13      - 3,716,438.396   341,853.444   MT  0.99990834   -0 56 33.3
 DS1286
 DS1286!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS1286!SPC NM C     -   0.99977573  x   0.99992189  =   0.99969764
 DS1286!UTM  13      -   0.99977573  x   0.99990834  =   0.99968409
 DS1286
 DS1286:                Primary Azimuth Mark                     Grid Az
 DS1286:SPC NM C     -  CAIN AZ MK                               084 33 18.5
 DS1286:UTM  13      -  CAIN AZ MK                               085 14 47.9
 DS1286
 DS1286|---------------------------------------------------------------------|
 DS1286| PID    Reference Object                     Distance      Geod. Az  |
 DS1286|                                                           dddmmss.s |
 DS1286| CD1731 CAIN AZ MK                                         0841814.6 |
 DS1286| CD1732 CAIN RM 1                             7.708 METERS 14311     |
 DS1286| CD1733 CAIN RM 2                             6.750 METERS 23906     |
 DS1286|---------------------------------------------------------------------|
 DS1286
 DS1286                          SUPERSEDED SURVEY CONTROL
 DS1286
 DS1286  NAD 83(1986)-  33 34 33.35665(N)    106 42 14.36681(W) AD(       ) 1
 DS1286  NAD 27      -  33 34 33.10146(N)    106 42 12.30772(W) AD(       ) 1
 DS1286  NGVD 29 (07/19/86) 1450.71   (m)         4759.5    (f) LEVELING    3  
 DS1286
 DS1286.Superseded values are not recommended for survey control.
 DS1286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS1286.See file dsdata.txt to determine how the superseded data were derived.
 DS1286
 DS1286_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT4185316438(NAD 83)
 DS1286_MARKER: DD = SURVEY DISK
 DS1286_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS1286_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DS1286
 DS1286  HISTORY     - Date     Condition        Report By
 DS1286  HISTORY     - 1968     MONUMENTED       DMA
 DS1286
 DS1286                          STATION DESCRIPTION
 DS1286
 DS1286'DESCRIBED BY DEFENSE MAP AGENCY 1968 (JBJ)
 DS1286'THE STATION MARK WAS RESET AT THE REQUEST OF THE WHITE SANDS MISSILE
 DS1286'RANGE, HOLDING THE SAME POSITION AS THE ORIGINAL MARK.  AN
 DS1286'UNDERGROUND MARK, REFERENCE MARKS 1, 2 AND AN AZIMUTH MARK WERE
 DS1286'ESTABLISHED AT THIS TIME.
 DS1286'
 DS1286'THE STATION IS ABOUT 48 MILES WEST-SOUTHWEST OF CARRIZOZO, 17 MILES
 DS1286'SOUTH OF STALLION RANGE CENTER HEADQUARTERS, 2-3/4 MILES EAST OF THE
 DS1286'WHITE SANDS MISSILE RANGE WEST BOUNDARY AND NEAR THE NORTHEAST EDGE
 DS1286'OF A LOW DIRT MOUND, THE HIGHEST POINT IN THE IMMEDIATE VICINITY.
 DS1286'
 DS1286'TO REACH THE STATION FROM THE STALLION RANGE CENTER HEADQUARTERS GO
 DS1286'SOUTHEAST ON WHITE SANDS MISSILE RANGE ROUTE 7 FOR 17.35 MILES TO A
 DS1286'GRAVELED CROSSROADS.  TURN RIGHT AND GO SOUTHWESTERLY ON THE
 DS1286'GRAVELED ROAD FOR 3.3 MILES TO A GRADED SIDE ROAD RIGHT JUST SOUTH
 DS1286'OF TELEPHONE LINES.  TURN RIGHT AND GO WESTERLY ON THE GRADED ROAD
 DS1286'FOR 7.1 MILES TO A T-ROAD, THE JUNCTION WITH WHITE SANDS MISSILE
 DS1286'RANGE ROUTE 5.  TURN RIGHT AND GO NORTHWEST ON ROUTE 5, A
 DS1286'GRAVELED ROAD, FOR 0.6 MILE TO A GRADED ROAD ON THE LEFT.  TURN LEFT
 DS1286'AND GO WESTERLY ON THE GRADED ROAD FOR 2.1 MILES TO WHERE THE MAIN
 DS1286'ROAD TURNS LEFT AT AN OLD CORRAL.  TURN LEFT AND FOLLOW THE
 DS1286'MAIN GRADED ROAD WESTERLY FOR 1.7 MILES TO THE AZIMUTH MARK ON THE
 DS1286'RIGHT.  CONTINUE WESTERLY ON THE MAIN GRADED ROAD FOR 0.7 MILE TO THE
 DS1286'TOP OF THE DIRT MOUND AND THE STATION.
 DS1286'
 DS1286'THE STATION MARK IS A WHITE SANDS GEODETIC CONTROL DISK, STAMPED CAIN
 DS1286'1963 1968, SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN
 DS1286'DIAMETER, THAT PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS 19.3 FEET
 DS1286'NORTHEAST OF A METAL BUILDING NUMBERED S 34610 AND 4.0 FEET
 DS1286'SOUTHWEST OF A WITNESS POST.  THE UNDERGROUND MARK IS A STANDARD
 DS1286'DISK SET 42 INCHES BELOW THE SURFACE OF THE GROUND.
 DS1286'
 DS1286'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CAIN WSPG NO 1 1963
 DS1286'1968, SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER,
 DS1286'THAT PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS 27.7 FEET SOUTHWEST
 DS1286'OF THE WITNESS POST, 24.3 FEET EAST OF THE METAL BUILDING NUMBERED S
 DS1286'34610 AND ABOUT THE SAME ELEVATION AS THE STATION.
 DS1286'
 DS1286'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED CAIN WSPG NO 2 1963
 DS1286'1968, CEMENTED IN A DRILLHOLE NEAR THE NORTHWEST CORNER OF A CONCRETE
 DS1286'PAD.  IT IS 25.6 FEET SOUTHWEST OF THE WITNESS POST, 5.0 FEET
 DS1286'NORTHWEST OF THE BUILDING NUMBERED S 34610, 1.3 FEET SOUTHEAST OF
 DS1286'THE NORTHWEST CORNER OF THE CONCRETE PAD AND ABOUT THE SAME
 DS1286'ELEVATION AS THE STATION.
 DS1286'
 DS1286'AZIMUTH MARK IS A STANDARD DISK, STAMPED CAIN WSPG 1963 1968, SET IN
 DS1286'THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 DS1286'PROJECTS 5 INCHES ABOVE THE GROUND.  IT IS 29.0 FEET NORTH OF THE
 DS1286'APPROXIMATE CENTERLINE OF THE GRADED ROAD AND 2.9 FEET WEST OF A
 DS1286'WITNESS POST.  THE ARROW ON THE DISK POINTS ABOUT 20 DEGREES LEFT
 DS1286'OF THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ1098 ***********************************************************************
 EQ1098  DESIGNATION -  CAIRN
 EQ1098  PID         -  EQ1098
 EQ1098  STATE/COUNTY-  NM/SOCORRO
 EQ1098  USGS QUAD   -  BECKER (1979)
 EQ1098
 EQ1098                         *CURRENT SURVEY CONTROL
 EQ1098  ___________________________________________________________________
 EQ1098* NAD 83(1992)-  34 23 56.86072(N)    106 32 11.22959(W)     ADJUSTED  
 EQ1098* NAVD 88     -      2154.7    (meters)    7069.     (feet)  VERTCON   
 EQ1098  ___________________________________________________________________
 EQ1098  LAPLACE CORR-           6.08  (seconds)                    DEFLEC99
 EQ1098  GEOID HEIGHT-         -20.82  (meters)                     GEOID03
 EQ1098
 EQ1098  HORZ ORDER  -  THIRD
 EQ1098
 EQ1098.The horizontal coordinates were established by classical geodetic methods
 EQ1098.and adjusted by the National Geodetic Survey in December 1993..
 EQ1098
 EQ1098.The NAVD 88 height was computed by applying the VERTCON shift value to
 EQ1098.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EQ1098
 EQ1098.The Laplace correction was computed from DEFLEC99 derived deflections.
 EQ1098
 EQ1098.The geoid height was determined by GEOID03.
 EQ1098
 EQ1098;                    North         East     Units Scale Factor Converg.
 EQ1098;SPC NM C     -   376,960.286   473,663.140   MT  0.99990855   -0 09 42.6
 EQ1098;SPC NM C     - 1,236,743.87  1,554,009.82   sFT  0.99990855   -0 09 42.6
 EQ1098;UTM  13      - 3,807,481.879   358,772.812   MT  0.99984585   -0 52 05.4
 EQ1098
 EQ1098!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EQ1098!SPC NM C     -   0.99966514  x   0.99990855  =   0.99957372
 EQ1098!UTM  13      -   0.99966514  x   0.99984585  =   0.99951104
 EQ1098
 EQ1098                          SUPERSEDED SURVEY CONTROL
 EQ1098
 EQ1098  NAD 83(1992)-  34 23 56.86627(N)    106 32 11.22853(W) AD(       ) 3
 EQ1098  NGVD 29 (01/22/92) 2153.9    (m)         7067.     (f) VERT ANG       
 EQ1098
 EQ1098.Superseded values are not recommended for survey control.
 EQ1098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ1098.See file dsdata.txt to determine how the superseded data were derived.
 EQ1098
 EQ1098_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU5877307482(NAD 83)
 EQ1098_MARKER: DS = TRIANGULATION STATION DISK
 EQ1098_SETTING: 0 = UNSPECIFIED SETTING
 EQ1098_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EQ1098
 EQ1098  HISTORY     - Date     Condition        Report By
 EQ1098  HISTORY     - 1950     MONUMENTED       USFS
 EQ1098  HISTORY     - 1950     GOOD             USGS
 EQ1098
 EQ1098                          STATION DESCRIPTION
 EQ1098
 EQ1098'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 EQ1098'STATION IS ON A BARE TOP IN THE LOS PINOS RANGE.  BY AIRLINES STATION
 EQ1098'IS 2 MI. SW. OF BLUE SPRINGS, 2.3 MI. S. OF JUNCTION OF U.S. HIGHWAY
 EQ1098'AND STATE ROAD 6.
 EQ1098'
 EQ1098'TO REACH FROM BLUE SPRINGS, GO SSW. UP DRAIN 1.0 MI., THENCE W.
 EQ1098'CROSS COUNTRY TO HIGHEST POINT ON RANGE, APPROXIMATELY 1.0 MI.
 EQ1098'
 EQ1098'STATION MARK--STANDARD DEPARTMENT OF AGRICULTURE FOREST SERVICE TABLET
 EQ1098'STAMPED---CAIRN 1950---.
 EQ1098'
 EQ1098'REFERENCE MARK NO. 1--STANDARD USGS REFERENCE BRONZE TABLET
 EQ1098'STAMPED---NO. 1 CAIRN 1950---, AND IS 46.3 FT. S. OF STATION
 EQ1098'
 EQ1098'REFERENCE MARK NO. 2--STANDARD USGS REFERENCE BRONZE TABLET
 EQ1098'STAMPED---NO. 2 CAIRN 1950---, AND IS 23.7 FT. NE. OF STATION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1663 ***********************************************************************
 FO1663  DESIGNATION -  CAIRN 10 MILES ESE OF HOSPAH
 FO1663  PID         -  FO1663
 FO1663  STATE/COUNTY-  NM/MCKINLEY
 FO1663  USGS QUAD   -  MESITA AMERICANA (1961)
 FO1663
 FO1663                         *CURRENT SURVEY CONTROL
 FO1663  ___________________________________________________________________
 FO1663* NAD 83(1992)-  35 42 32.43321(N)    107 35 09.12212(W)     ADJUSTED  
 FO1663* NAVD 88     -                                                        
 FO1663  ___________________________________________________________________
 FO1663  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 FO1663  GEOID HEIGHT-         -20.75  (meters)                     GEOID03
 FO1663
 FO1663  HORZ ORDER  -  THIRD
 FO1663
 FO1663.The horizontal coordinates were established by classical geodetic methods
 FO1663.and adjusted by the National Geodetic Survey in December 1993..
 FO1663
 FO1663
 FO1663.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1663
 FO1663.The geoid height was determined by GEOID03.
 FO1663
 FO1663;                    North         East     Units Scale Factor Converg.
 FO1663;SPC NM W     -   522,265.787   852,392.291   MT  0.99992284   +0 08 40.0
 FO1663;SPC NM W     - 1,713,467.00  2,796,557.04   sFT  0.99992284   +0 08 40.0
 FO1663;UTM  13      - 3,954,756.522   266,063.237   MT  1.00027443   -1 30 35.9
 FO1663
 FO1663                          SUPERSEDED SURVEY CONTROL
 FO1663
 FO1663  NAD 83(1986)-  35 42 32.43331(N)    107 35 09.12608(W) AD(       ) 4
 FO1663  NAD 27      -  35 42 32.35200(N)    107 35 06.93800(W) AD(       ) 3
 FO1663
 FO1663.Superseded values are not recommended for survey control.
 FO1663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1663.See file dsdata.txt to determine how the superseded data were derived.
 FO1663
 FO1663_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBV6606354757(NAD 83)
 FO1663_MARKER: 72 = CAIRN
 FO1663
 FO1663  HISTORY     - Date     Condition        Report By
 FO1663  HISTORY     - 1958     FIRST OBSERVED   CGS
 FO1663
 FO1663                          STATION DESCRIPTION
 FO1663
 FO1663'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RLE)
 FO1663'THE STATION IS LOCATED ON THE HIGHEST POINT AT THE SOUTHERN END
 FO1663'OF THE BUTTE, ABOUT 19 MILES WEST-SOUTHWEST OF TORREON TRADING POST,
 FO1663'ABOUT 12 MILES SOUTHEAST OF WHITE HORSE STORE AND 10 MILES
 FO1663'EAST-SOUTHEAST OF HOSPAH OIL CAMP.  THE TOP AND CENTER OF THE
 FO1663'CAIRN WAS THE POINT INTERSECTED, THE CAIRN IS ABOUT 5 FEET IN
 FO1663'HEIGHT.
 FO1663'
 FO1663'THIS STATION WASNT VISITED BY THIS PARTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CF0269 ***********************************************************************
 CF0269  DESIGNATION -  CAIRN NEAR CEDAR
 CF0269  PID         -  CF0269
 CF0269  STATE/COUNTY-  NM/LUNA
 CF0269  USGS QUAD   -  HAT TOP MOUNTAIN (1964)
 CF0269
 CF0269                         *CURRENT SURVEY CONTROL
 CF0269  ___________________________________________________________________
 CF0269* NAD 83(1992)-  31 58 19.44616(N)    108 11 35.31166(W)     ADJUSTED  
 CF0269* NAVD 88     -                                                        
 CF0269  ___________________________________________________________________
 CF0269  LAPLACE CORR-           1.97  (seconds)                    DEFLEC99
 CF0269  GEOID HEIGHT-         -24.91  (meters)                     GEOID03
 CF0269
 CF0269  HORZ ORDER  -  THIRD
 CF0269
 CF0269.The horizontal coordinates were established by classical geodetic methods
 CF0269.and adjusted by the National Geodetic Survey in December 1993..
 CF0269
 CF0269
 CF0269.The Laplace correction was computed from DEFLEC99 derived deflections.
 CF0269
 CF0269.The geoid height was determined by GEOID03.
 CF0269
 CF0269;                    North         East     Units Scale Factor Converg.
 CF0269;SPC NM W     -   107,828.428   795,992.969   MT  0.99993092   -0 11 25.9
 CF0269;SPC NM W     -   353,767.10  2,611,520.27   sFT  0.99993092   -0 11 25.9
 CF0269;UTM  12      - 3,540,781.668   765,250.021   MT  1.00046779   +1 29 13.6
 CF0269
 CF0269                          SUPERSEDED SURVEY CONTROL
 CF0269
 CF0269  NAD 83(1986)-  31 58 19.44265(N)    108 11 35.30916(W) AD(       ) 4
 CF0269  NAD 27      -  31 58 19.10611(N)    108 11 33.16621(W) AD(       ) 3
 CF0269
 CF0269.Superseded values are not recommended for survey control.
 CF0269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0269.See file dsdata.txt to determine how the superseded data were derived.
 CF0269
 CF0269_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RYA6525040782(NAD 83)
 CF0269_MARKER: 72 = CAIRN
 CF0269
 CF0269  HISTORY     - Date     Condition        Report By
 CF0269  HISTORY     - 1939     FIRST OBSERVED   USGS
 CF0269
 CF0269                          STATION DESCRIPTION
 CF0269
 CF0269'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1675 ***********************************************************************
 FO1675  DESIGNATION -  CAJA
 FO1675  PID         -  FO1675
 FO1675  STATE/COUNTY-  NM/SANTA FE
 FO1675  USGS QUAD   -  MONTOSO PEAK (1993)
 FO1675
 FO1675                         *CURRENT SURVEY CONTROL
 FO1675  ___________________________________________________________________
 FO1675* NAD 83(1992)-  35 44 28.82298(N)    106 12 45.22086(W)     ADJUSTED  
 FO1675* NAVD 88     -      2230.9    (meters)    7319.     (feet)  VERTCON   
 FO1675  ___________________________________________________________________
 FO1675  LAPLACE CORR-           3.98  (seconds)                    DEFLEC99
 FO1675  GEOID HEIGHT-         -19.59  (meters)                     GEOID03
 FO1675
 FO1675  HORZ ORDER  -  THIRD
 FO1675
 FO1675.The horizontal coordinates were established by classical geodetic methods
 FO1675.and adjusted by the National Geodetic Survey in December 1993..
 FO1675
 FO1675.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1675.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1675
 FO1675.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1675
 FO1675.The geoid height was determined by GEOID03.
 FO1675
 FO1675;                    North         East     Units Scale Factor Converg.
 FO1675;SPC NM C     -   525,816.339   503,386.257   MT  0.99990014   +0 01 18.7
 FO1675;SPC NM C     - 1,725,115.77  1,651,526.41   sFT  0.99990014   +0 01 18.7
 FO1675;UTM  13      - 3,955,937.632   390,356.347   MT  0.99974814   -0 42 30.1
 FO1675
 FO1675!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1675!SPC NM C     -   0.99965305  x   0.99990014  =   0.99955322
 FO1675!UTM  13      -   0.99965305  x   0.99974814  =   0.99940128
 FO1675
 FO1675                          SUPERSEDED SURVEY CONTROL
 FO1675
 FO1675  NAD 83(1986)-  35 44 28.83680(N)    106 12 45.20572(W) AD(       ) 3
 FO1675  NGVD 29 (09/14/90) 2229.9    (m)         7316.     (f) VERT ANG       
 FO1675
 FO1675.Superseded values are not recommended for survey control.
 FO1675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1675.See file dsdata.txt to determine how the superseded data were derived.
 FO1675
 FO1675_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV9035655938(NAD 83)
 FO1675_MARKER: DS = TRIANGULATION STATION DISK
 FO1675_SETTING: 0 = UNSPECIFIED SETTING
 FO1675_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FO1675
 FO1675  HISTORY     - Date     Condition        Report By
 FO1675  HISTORY     - 1936     MONUMENTED       USGS
 FO1675
 FO1675                          STATION DESCRIPTION
 FO1675
 FO1675'DESCRIBED BY US GEOLOGICAL SURVEY 1936
 FO1675'RECOVERED BY USGS IN 1948 AND REDESCRIBED AS FOLLOWS
 FO1675'
 FO1675'ON THE FORMER CAJA DEL RIO GRANT, NEW GOVERNMENT OWNED, ON THE SW.
 FO1675'SUMMIT OF MONTOSA PEAK, ABOUT 17 MI. NW. OF SANTA FE, ABOUT 4.5 MI.
 FO1675'SE. OF THE FRIJOLES HOTEL, RANGER STATION AND RUINS, AND ABOUT 2.5
 FO1675'MI. E. OF THE POINT WHERE FRIJOLES CREEK FLOWS INTO THE RIO GRANDE.
 FO1675'
 FO1675'STATION IS REACHED FROM THE CAPITOL BUILDING IN SANTA FE, WITH
 FO1675'SPEEDOMETER AT ZERO DRIVE S. ON U.S. HIGHWAY 85, AT 3.35 MI. TURN
 FO1675'RIGHT ON SECONDARY RD., AT 3.95 MI. TURN LEFT AND THRU VILLAGE OF
 FO1675'AQUA FRIA, AT 5.5 MI. TURN RIGHT AT DIRT RESERVOIR.  CROSS SANTA FE
 FO1675'RIVER KEEPING ON MAIN TRAVELED RD., AT 10.35 MI. CROSS CATTLEGUARD IN
 FO1675'FENCE, AT 10.55 MI. RD. PASSES THROUGH CORRAL, AT 12.0 KEEP STRAIGHT
 FO1675'AHEAD, AT 13.15 KEEP LEFT AND AT 14.0 PASS THRU GATE, AT 16.0 POINT
 FO1675'ON RD. 600 FT. S. OF A WINDMILL, AT 17.35 KEEP LEFT, AT 17.5 TAKE RD.
 FO1675'TO SW., AT 18.7 STOP, STATION IS VISIBLE ABOUT 0.75 MI. NW.  IN 1948
 FO1675'JUST BEYOND DAM IS DIM FORK, KEEP RIGHT 0.5 MI. TO ANOTHER FORK, KEEP
 FO1675'RIGHT 0.3 MI. TO GATE IN FENCE ON RIGHT.  PASS THROUGH GATE AND PICK
 FO1675'WAY UP SIDE OF SLOPE TO N. AS FAR AS TRUCK WILL GO.  ABOUT 25 MINUTES
 FO1675'TO TOP.
 FO1675'
 FO1675'STATION MARK--STANDARD TABLET CEMENTED IN SOLID ROCK AND
 FO1675'STAMPED---CAJA D 1936---.
 FO1675'
 FO1675'REFERENCE MARK NO. 1--STANDARD REFERENCE TABLET CEMENTED IN SOLID
 FO1675'ROCK, 18.60 FT. FROM STATION.
 FO1675'
 FO1675'REFERENCE MARK NO. 2--STANDARD REFERENCE TABLET CEMENTED IN SOLID
 FO1675'ROCK, 32.45 FT. FROM STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0576 ***********************************************************************
 CX0576  DESIGNATION -  CAL 2
 CX0576  PID         -  CX0576
 CX0576  STATE/COUNTY-  NM/OTERO
 CX0576  USGS QUAD   -  ELEPHANT MOUNTAIN (1955)
 CX0576
 CX0576                         *CURRENT SURVEY CONTROL
 CX0576  ___________________________________________________________________
 CX0576* NAD 83(1992)-  32 27 45.23702(N)    106 08 13.13350(W)     ADJUSTED  
 CX0576* NAVD 88     -      1285.082  (meters)    4216.14   (feet)  ADJUSTED  
 CX0576  ___________________________________________________________________
 CX0576  LAPLACE CORR-           5.03  (seconds)                    DEFLEC99
 CX0576  GEOID HEIGHT-         -23.09  (meters)                     GEOID03
 CX0576  DYNAMIC HT  -        1283.200 (meters)    4209.97  (feet)  COMP
 CX0576  MODELED GRAV-     979,128.9   (mgal)                       NAVD 88
 CX0576
 CX0576  HORZ ORDER  -  FIRST
 CX0576  VERT ORDER  -  FIRST     CLASS II
 CX0576
 CX0576.The horizontal coordinates were established by classical geodetic methods
 CX0576.and adjusted by the National Geodetic Survey in December 1993..
 CX0576
 CX0576.The orthometric height was determined by differential leveling
 CX0576.and adjusted by the National Geodetic Survey in June 1991..
 CX0576
 CX0576.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX0576
 CX0576.The geoid height was determined by GEOID03.
 CX0576
 CX0576.The dynamic height is computed by dividing the NAVD 88
 CX0576.geopotential number by the normal gravity value computed on the
 CX0576.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0576.degrees latitude (g = 980.6199 gals.).
 CX0576
 CX0576.The modeled gravity was interpolated from observed gravity values.
 CX0576
 CX0576;                    North         East     Units Scale Factor Converg.
 CX0576;SPC NM C     -   162,161.845   510,624.448   MT  0.99990139   +0 03 38.4
 CX0576;SPC NM C     -   532,025.99  1,675,273.71   sFT  0.99990139   +0 03 38.4
 CX0576;UTM  13      - 3,592,278.616   393,145.682   MT  0.99974080   -0 36 37.2
 CX0576
 CX0576!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX0576!SPC NM C     -   0.99980189  x   0.99990139  =   0.99970330
 CX0576!UTM  13      -   0.99980189  x   0.99974080  =   0.99954275
 CX0576
 CX0576|---------------------------------------------------------------------|
 CX0576| PID    Reference Object                     Distance      Geod. Az  |
 CX0576|                                                           dddmmss.s |
 CX0576| CX0577 CAL 2 RM 1                            5.630 METERS 16814     |
 CX0576| CX0573 CAL 2 AZ MK                                        1963154.0 |
 CX0576| CC7085 TS 382                                6.665 METERS 24449     |
 CX0576|---------------------------------------------------------------------|
 CX0576
 CX0576                          SUPERSEDED SURVEY CONTROL
 CX0576
 CX0576  NAD 83(1986)-  32 27 45.24456(N)    106 08 13.13262(W) AD(       ) 1
 CX0576  NAD 27      -  32 27 44.90698(N)    106 08 11.17973(W) AD(       ) 1
 CX0576  NGVD 29 (??/??/92) 1284.512  (m)         4214.27   (f) ADJ UNCH    1 2
 CX0576
 CX0576.Superseded values are not recommended for survey control.
 CX0576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0576.See file dsdata.txt to determine how the superseded data were derived.
 CX0576
 CX0576_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR9314692279(NAD 83)
 CX0576_MARKER: DS = TRIANGULATION STATION DISK
 CX0576_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CX0576_SP_SET: MONUMENT
 CX0576_STAMPING: CAL 2 1964
 CX0576_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX0576
 CX0576  HISTORY     - Date     Condition        Report By
 CX0576  HISTORY     - 1958     MONUMENTED       CGS
 CX0576  HISTORY     - 1965     GOOD             NGS
 CX0576
 CX0576                          STATION DESCRIPTION
 CX0576
 CX0576'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JCC)
 CX0576'THE STATION IS LOCATED ABOUT 6.5 MILES NORTHWEST OF OROGRANDE, ABOUT
 CX0576'4.5 MILES NORTH OF U. S. HIGHWAY 70 AND ABOUT 4.2 MILES NORTH OF
 CX0576'OROGRANDE RANGE CAMP ON A LOW HILL WITH A WHITE ASTRODOME ON IT.
 CX0576'
 CX0576'TO REACH THE STATION FROM WHITE SANDS MISSILE RANGE HEADQUARTERS, GO
 CX0576'EAST ON WSMR ROUTE NO. 2 FOR 18.6 MILES TO A PAVED ROAD LEFT, (ABOUT
 CX0576'0.1 MILE BEFORE REACHING A CHECK POINT).  TURN LEFT AND GO NORTH ON
 CX0576'A ROAD 3.65 MILES TO THE AZIMUTH MARK ON THE RIGHT, CONTINUE NORTH
 CX0576'FOR FOR 0.15 MILE TO A GRAVELED ROAD RIGHT.  TURN RIGHT AND GO EAST
 CX0576'ON GRAVELED ROAD 0.2 MILE TO TOP OF LOW HILL AND THE STATION.
 CX0576'
 CX0576'STATION MARK, A STANDARD DISK STAMPED CAL 2 1964, IS SET IN THE TOP
 CX0576'OF A 12 INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.
 CX0576'IT IS 23 FEET EAST NORTHEAST FROM THE NORTHWEST CORNER OF A
 CX0576'CONCRETE PAD AND 3 FEET NORTH OF THE NORTHWEST CORNER OF THE
 CX0576'CONCRETE PAD.
 CX0576'
 CX0576'RM NO. 1, A STANDARD DISK STAMPED CAL 2 NO 1 1964, IS SET IN A
 CX0576'DRILL HOLE IN THE SOUTHEAST CORNER OF A CONCRETE PAD.  IT IS 0.48
 CX0576'FOOT NORTH OF THE SOUTH EDGE OF A CONCRETE PAD, 0.45 FOOT WEST OF
 CX0576'THE EAST EDGE OF THE PAD AND IS ABOUT THE SAME ELEVATION AS THE
 CX0576'STATION.
 CX0576'
 CX0576'RM NO. 2, A WSPG TRAVERSE STATION DISK STAMPED 382, IS SET IN A DRILL
 CX0576'HOLE IN THE NORTHWEST CORNER OF A CONCRETE PAD.  IT IS 1 FOOT SOUTH
 CX0576'OF THE NORTH EDGE OF A CONCRETE PAD, 1 FOOT EAST OF THE WEST EDGE
 CX0576'OF THE PAD AND IS ABOUT 0.5 FOOT HIGHER THAN THE STATION.
 CX0576'
 CX0576'AZIMUTH MARK, A WSPG AZIMUTH MARK DISK STAMPED CAL 2 1964, IS SET IN
 CX0576'THE TOP OF A PRECAST 6 INCH DIAMETER CONCRETE POST THAT IS FLUSH
 CX0576'WITH THE GROUND.  IT IS ABOUT 500 FEET EAST OF A PAVED ROAD, ABOUT
 CX0576'450 FEET EAST SOUTHEAST OF POWER POLE NO. 79, 6 FEET NORTH OF A WHITE
 CX0576'SANDS MISSILE RANGE BOUNDARY MARKER AND 3 FEET EAST OF A WITNESS
 CX0576'POST.
 CX0576'
 CX0576'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 CX0576
 CX0576                          STATION RECOVERY (1965)
 CX0576
 CX0576'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 CX0576'6.3 MI NW FROM OROGRANDE.
 CX0576'0.4 MILE WEST FROM THE SOUTHERN PACIFIC RAILROAD STATION IN OROGRANDE
 CX0576'TO U.S. HIGHWAY 54, THENCE 0.5 MILE SOUTHEAST ON U.S. HIGHWAY 54 TO
 CX0576'WSMR ROUTE NO. 2, THENCE 4.35 MILES NORTHWEST ALONG WSMR ROUTE NO. 2
 CX0576'TO THE EAST GUARD GATE TO WSMR, PASS THROUGH GUARD GATE AND CONTINUE
 CX0576'WEST 0.15 MILE TO WSMR ROUTE NO. 252, THENCE NORTH 3.85 MILES ALONG
 CX0576'ROUTE NO. 252, THENCE EAST 0.25 MILE TO THE TOP OF A SMALL KNOLL SET
 CX0576'IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 6
 CX0576'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0573 ***********************************************************************
 CX0573  DESIGNATION -  CAL 2 AZ MK
 CX0573  PID         -  CX0573
 CX0573  STATE/COUNTY-  NM/OTERO
 CX0573  USGS QUAD   -  ELEPHANT MOUNTAIN (1955)
 CX0573
 CX0573                         *CURRENT SURVEY CONTROL
 CX0573  ___________________________________________________________________
 CX0573* NAD 83(1986)-  32 27 30.     (N)    106 08 22.     (W)     SCALED    
 CX0573* NAVD 88     -      1264.055  (meters)    4147.15   (feet)  ADJUSTED  
 CX0573  ___________________________________________________________________
 CX0573  GEOID HEIGHT-         -23.10  (meters)                     GEOID03
 CX0573  DYNAMIC HT  -        1262.201 (meters)    4141.07  (feet)  COMP
 CX0573  MODELED GRAV-     979,127.7   (mgal)                       NAVD 88
 CX0573
 CX0573  VERT ORDER  -  FIRST     CLASS II
 CX0573
 CX0573.The horizontal coordinates were scaled from a topographic map and have
 CX0573.an estimated accuracy of +/- 6 seconds.
 CX0573
 CX0573.The orthometric height was determined by differential leveling
 CX0573.and adjusted by the National Geodetic Survey in June 1991..
 CX0573
 CX0573.The geoid height was determined by GEOID03.
 CX0573
 CX0573.The dynamic height is computed by dividing the NAVD 88
 CX0573.geopotential number by the normal gravity value computed on the
 CX0573.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0573.degrees latitude (g = 980.6199 gals.).
 CX0573
 CX0573.The modeled gravity was interpolated from observed gravity values.
 CX0573
 CX0573;                    North         East    Units  Estimated Accuracy
 CX0573;SPC NM C     -   161,690.      510,390.      MT  (+/- 180 meters Scaled)
 CX0573
 CX0573                          SUPERSEDED SURVEY CONTROL
 CX0573
 CX0573  NGVD 29 (??/??/92) 1263.482  (m)         4145.27   (f) ADJ UNCH    1 2
 CX0573
 CX0573.Superseded values are not recommended for survey control.
 CX0573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0573.See file dsdata.txt to determine how the superseded data were derived.
 CX0573
 CX0573_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR929918(NAD 83)
 CX0573_MARKER: DZ = AZIMUTH MARK DISK
 CX0573_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CX0573_SP_SET: MONUMENT
 CX0573_STAMPING: CAL 1964
 CX0573_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX0573
 CX0573  HISTORY     - Date     Condition        Report By
 CX0573  HISTORY     - 1964     MONUMENTED       WSMR
 CX0573  HISTORY     - 1965     GOOD             NGS
 CX0573
 CX0573                          STATION DESCRIPTION
 CX0573
 CX0573'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 CX0573'6.2 MI NW FROM OROGRANDE.
 CX0573'0.4 MILE WEST FROM THE SOUTHERN PACIFIC RAILROAD STATION IN OROGRANDE
 CX0573'TO U.S. HIGHWAY 54, THENCE 0.5 MILE SOUTHEAST ON U.S. HIGHWAY 54 TO
 CX0573'WSMR ROUTE NO. 2, THENCE 4.35 MILES ALONG WSMR ROUTE NO. 2 TO THE EAST
 CX0573'GUARD GATE TO WSMR, PASS THROUGH GUARD GATE AND CONTINUE WEST 0.15
 CX0573'MILE TO WSMR ROUTE NO. 252, THENCE NORTH 3.65 MILES ALONG WSMR ROUTE
 CX0573'NO. 252, 500 FEET EAST OF THE CENTERLINE OF WSMR ROUTE NO. 252, 450
 CX0573'FEET SOUTHEAST OF POWERLINE POLE NO. 74, 6.5 FEET NORTH OF A WSMR
 CX0573'BOUNDARY MARKER, 3 FEET EAST OF A METAL WITNESS SIGN, SET IN THE TOP
 CX0573'OF A 12 INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0577 ***********************************************************************
 CX0577  DESIGNATION -  CAL 2 RM 1
 CX0577  PID         -  CX0577
 CX0577  STATE/COUNTY-  NM/OTERO
 CX0577  USGS QUAD   -  ELEPHANT MOUNTAIN (1955)
 CX0577
 CX0577                         *CURRENT SURVEY CONTROL
 CX0577  ___________________________________________________________________
 CX0577* NAD 83(1986)-  32 27 44.     (N)    106 08 11.     (W)     SCALED    
 CX0577* NAVD 88     -      1285.198  (meters)    4216.52   (feet)  ADJUSTED  
 CX0577  ___________________________________________________________________
 CX0577  GEOID HEIGHT-         -23.09  (meters)                     GEOID03
 CX0577  DYNAMIC HT  -        1283.315 (meters)    4210.34  (feet)  COMP
 CX0577  MODELED GRAV-     979,128.8   (mgal)                       NAVD 88
 CX0577
 CX0577  VERT ORDER  -  FIRST     CLASS II
 CX0577
 CX0577.The horizontal coordinates were scaled from a topographic map and have
 CX0577.an estimated accuracy of +/- 6 seconds.
 CX0577
 CX0577.The orthometric height was determined by differential leveling
 CX0577.and adjusted by the National Geodetic Survey in June 1991..
 CX0577
 CX0577.The geoid height was determined by GEOID03.
 CX0577
 CX0577.The dynamic height is computed by dividing the NAVD 88
 CX0577.geopotential number by the normal gravity value computed on the
 CX0577.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0577.degrees latitude (g = 980.6199 gals.).
 CX0577
 CX0577.The modeled gravity was interpolated from observed gravity values.
 CX0577
 CX0577;                    North         East    Units  Estimated Accuracy
 CX0577;SPC NM C     -   162,120.      510,680.      MT  (+/- 180 meters Scaled)
 CX0577
 CX0577                          SUPERSEDED SURVEY CONTROL
 CX0577
 CX0577  NGVD 29 (??/??/92) 1284.628  (m)         4214.65   (f) ADJ UNCH    1 2
 CX0577
 CX0577.Superseded values are not recommended for survey control.
 CX0577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0577.See file dsdata.txt to determine how the superseded data were derived.
 CX0577
 CX0577_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR932922(NAD 83)
 CX0577_MARKER: DR = REFERENCE MARK DISK
 CX0577_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CX0577_SP_SET: DRILL HOLE
 CX0577_STAMPING: CAL 2 NO 1 1964
 CX0577_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX0577
 CX0577  HISTORY     - Date     Condition        Report By
 CX0577  HISTORY     - 1964     MONUMENTED       CGS
 CX0577  HISTORY     - 1965     GOOD             NGS
 CX0577
 CX0577                          STATION DESCRIPTION
 CX0577
 CX0577'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 CX0577'6.3 MI NW FROM OROGRANDE.
 CX0577'0.4 MILE WEST FROM THE SOUTHERN PACIFIC RAILROAD STATION IN OROGRANDE
 CX0577'TO U.S. HIGHWAY 54, THENCE 0.5 MILE SOUTHEAST ALONG U.S. HIGHWAY 54 TO
 CX0577'WSMR ROUTE NO. 2, THENCE 4.35 MILES NORTHWEST ALONG WSMR ROUTE NO. 2
 CX0577'TO THE EAST GUARD GATE TO WSMR, PASS THROUGH GUARD GATE AND CONTINUE
 CX0577'WEST 0.15 MILE TO WSMR ROUTE NO. 252, THENCE NORTH 3.85 MILES ALONG
 CX0577'WSMR ROUTE NO. 252, THENCE EAST 0.25 MILE TO THE TOP OF A SMALL KNOLL
 CX0577'SET IN A DRILLHOLE IN THE SOUTHEAST CORNER OF THE CONCRETE PAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ1099 ***********************************************************************
 EQ1099  DESIGNATION -  CALISEUM
 EQ1099  PID         -  EQ1099
 EQ1099  STATE/COUNTY-  NM/SOCORRO
 EQ1099  USGS QUAD   -  BECKER SW (1952)
 EQ1099
 EQ1099                         *CURRENT SURVEY CONTROL
 EQ1099  ___________________________________________________________________
 EQ1099* NAD 83(1992)-  34 17 38.57247(N)    106 37 46.01315(W)     ADJUSTED  
 EQ1099* NAVD 88     -      1975.9    (meters)    6483.     (feet)  VERTCON   
 EQ1099  ___________________________________________________________________
 EQ1099  LAPLACE CORR-           7.15  (seconds)                    DEFLEC99
 EQ1099  GEOID HEIGHT-         -21.09  (meters)                     GEOID03
 EQ1099
 EQ1099  HORZ ORDER  -  THIRD
 EQ1099
 EQ1099.The horizontal coordinates were established by classical geodetic methods
 EQ1099.and adjusted by the National Geodetic Survey in December 1993..
 EQ1099
 EQ1099.The NAVD 88 height was computed by applying the VERTCON shift value to
 EQ1099.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EQ1099
 EQ1099.The Laplace correction was computed from DEFLEC99 derived deflections.
 EQ1099
 EQ1099.The geoid height was determined by GEOID03.
 EQ1099
 EQ1099;                    North         East     Units Scale Factor Converg.
 EQ1099;SPC NM C     -   365,333.037   465,069.419   MT  0.99991504   -0 12 49.7
 EQ1099;SPC NM C     - 1,198,596.81  1,525,815.25   sFT  0.99991504   -0 12 49.7
 EQ1099;SPC NM W     -   365,930.061   940,829.749   MT  1.00006803   +0 40 42.2
 EQ1099;SPC NM W     - 1,200,555.54  3,086,705.60   sFT  1.00006803   +0 40 42.2
 EQ1099;UTM  13      - 3,795,961.890   350,037.035   MT  0.99987721   -0 55 05.8
 EQ1099
 EQ1099!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EQ1099!SPC NM C     -   0.99969323  x   0.99991504  =   0.99960830
 EQ1099!SPC NM W     -   0.99969323  x   1.00006803  =   0.99976124
 EQ1099!UTM  13      -   0.99969323  x   0.99987721  =   0.99957048
 EQ1099
 EQ1099                          SUPERSEDED SURVEY CONTROL
 EQ1099
 EQ1099  NAD 83(1992)-  34 17 38.57814(N)    106 37 46.01297(W) AD(       ) 3
 EQ1099  NGVD 29 (01/22/92) 1975.1    (m)         6480.     (f) VERT ANG       
 EQ1099
 EQ1099.Superseded values are not recommended for survey control.
 EQ1099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ1099.See file dsdata.txt to determine how the superseded data were derived.
 EQ1099
 EQ1099_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT5003795962(NAD 83)
 EQ1099_MARKER: DS = TRIANGULATION STATION DISK
 EQ1099_SETTING: 66 = SET IN ROCK OUTCROP
 EQ1099_SP_SET: SET IN ROCK OUTCROP
 EQ1099_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EQ1099+STABILITY: POSITION/ELEVATION WELL
 EQ1099
 EQ1099  HISTORY     - Date     Condition        Report By
 EQ1099  HISTORY     - 1949     MONUMENTED       USGS
 EQ1099
 EQ1099                          STATION DESCRIPTION
 EQ1099
 EQ1099'DESCRIBED BY US GEOLOGICAL SURVEY 1949
 EQ1099'STATION IS LOCATED APPROXIMATELY 13.0 MI. AIRLINE SE. OF LA JOYA,
 EQ1099'NEW MEXICO, 16.0 MI. AIRLINE NE. OF SAN ACACIA, NEW MEXICO, AND 22.5
 EQ1099'MI. NE. OF SOCORRO, NEW MEXICO, IN THE SE. PART OF THE SEVILLETA
 EQ1099'GRANT, ON TOP OF NARROW NOSE.
 EQ1099'
 EQ1099'TO REACH FROM STORE AT BERNARDO, NEW MEXICO, GO E. ON U.S. HIGHWAY 60
 EQ1099'FOR 9.1 MI. TO RANCH RD. S., THENCE RIGHT (S.) ALONG RD. FOR 1.2 MI.
 EQ1099'TO TRACK RD. SE., CONTINUE ON S. FOR 0.2 MI. TO CATTLEGUARD AND T-RD.
 EQ1099'E., CONTINUE ON S. FOR 3.7 MI. TO Y-FORKS, TAKE LEFT FORK FOR 1.75 MI.
 EQ1099'TO T-RD. E. (NOTE--STATION IS APPROXIMATELY 2.5 MI. AIRLINE E. OF
 EQ1099'INTERSECTION OF T-RD. AND RANCH RD. ON NW. END OF MESA OVERLOOKING
 EQ1099'GRASSY FLAT), CONTINUE ON S. ALONG RD. THROUGH WIRE GATE FOR 3.5 MI.
 EQ1099'TO RD. FORK, TAKE LEFT FORK E. FOR 2.65 MI. TO RD. FORK, TAKE LEFT
 EQ1099'FORK NE. FOR 1.4 MI. TO DIRT DAM, GO ACROSS COUNTRY UP RIDGE ON W.
 EQ1099'SIDE OF DAM FOLLOW ALONG S. RIM OF CANYON FOR 1.0 MI. TO SMALL SADDLE
 EQ1099'BETWEEN DRAINS, CONTINUE ON N. THROUGH SADDLE, ALONG W. SLOPE OF TOP,
 EQ1099'DOWN THROUGH SADDLE AND ALONG E. EDGE OF MESA FOR 0.35 MI. AND STATION
 EQ1099'SITE.
 EQ1099'
 EQ1099'STATION MARK--A STANDARD TABLET STAMPED---CALISEUM 1949---, CEMENTED
 EQ1099'IN ROCK OUTCROP.
 EQ1099'
 EQ1099'REFERENCE MARK NO. 1--A STANDARD REFERENCE TABLET STAMPED---CALISEUM
 EQ1099'NO. 1 1949---, CEMENTED IN ROCK OUTCROP, 102.34 FT. W. OF STATION MARK
 EQ1099'
 EQ1099'REFERENCE MARK NO. 2--A STANDARD REFERENCE TABLET STAMPED---CALISEUM
 EQ1099'NO. 2 1949---, CEMENTED IN ROCK OUTCROP, 88.40 FT. N. OF STATION MARK
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0777 ***********************************************************************
 DQ0777  DESIGNATION -  CALLAGHAN
 DQ0777  PID         -  DQ0777
 DQ0777  STATE/COUNTY-  NM/LEA
 DQ0777  USGS QUAD   -  TATUM SOUTH (1984)
 DQ0777
 DQ0777                         *CURRENT SURVEY CONTROL
 DQ0777  ___________________________________________________________________
 DQ0777* NAD 83(1992)-  33 12 47.58668(N)    103 21 12.55556(W)     ADJUSTED  
 DQ0777* NAVD 88     -      1228.6    (meters)    4031.     (feet)  VERTCON   
 DQ0777  ___________________________________________________________________
 DQ0777  LAPLACE CORR-           0.37  (seconds)                    DEFLEC99
 DQ0777  GEOID HEIGHT-         -21.93  (meters)                     GEOID03
 DQ0777
 DQ0777  HORZ ORDER  -  SECOND
 DQ0777
 DQ0777.The horizontal coordinates were established by classical geodetic methods
 DQ0777.and adjusted by the National Geodetic Survey in December 1993..
 DQ0777
 DQ0777.The NAVD 88 height was computed by applying the VERTCON shift value to
 DQ0777.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DQ0777
 DQ0777.The Laplace correction was computed from DEFLEC99 derived deflections.
 DQ0777
 DQ0777.The geoid height was determined by GEOID03.
 DQ0777
 DQ0777;                    North         East     Units Scale Factor Converg.
 DQ0777;SPC NM E     -   245,826.547   256,342.334   MT  1.00001193   +0 32 12.3
 DQ0777;SPC NM E     -   806,515.93    841,016.47   sFT  1.00001193   +0 32 12.3
 DQ0777;UTM  13      - 3,676,132.679   653,447.815   MT  0.99989031   +0 54 07.4
 DQ0777
 DQ0777!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ0777!SPC NM E     -   0.99981060  x   1.00001193  =   0.99982253
 DQ0777!UTM  13      -   0.99981060  x   0.99989031  =   0.99970093
 DQ0777
 DQ0777:                Primary Azimuth Mark                     Grid Az
 DQ0777:SPC NM E     -  CALLAGHAN AZ MK                          006 42 22.1
 DQ0777:UTM  13      -  CALLAGHAN AZ MK                          006 20 27.0
 DQ0777
 DQ0777|---------------------------------------------------------------------|
 DQ0777| PID    Reference Object                     Distance      Geod. Az  |
 DQ0777|                                                           dddmmss.s |
 DQ0777| CJ6795 CALLAGHAN AZ MK                                    0071434.4 |
 DQ0777| CJ6796 CALLAGHAN RM 1                       45.470 METERS 18338     |
 DQ0777| CJ6797 CALLAGHAN RM 2                       54.736 METERS 27323     |
 DQ0777|---------------------------------------------------------------------|
 DQ0777
 DQ0777                          SUPERSEDED SURVEY CONTROL
 DQ0777
 DQ0777  NAD 83(1986)-  33 12 47.59503(N)    103 21 12.55151(W) AD(       ) 2
 DQ0777  NAD 27      -  33 12 47.17500(N)    103 21 10.73000(W) AD(       ) 2
 DQ0777  NGVD 29 (07/19/86) 1228.1    (m)         4029.     (f) VERT ANG       
 DQ0777
 DQ0777.Superseded values are not recommended for survey control.
 DQ0777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0777.See file dsdata.txt to determine how the superseded data were derived.
 DQ0777
 DQ0777_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFS5344876133(NAD 83)
 DQ0777_MARKER: DS = TRIANGULATION STATION DISK
 DQ0777_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0777_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ0777+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2004
 DQ0777
 DQ0777  HISTORY     - Date     Condition        Report By
 DQ0777  HISTORY     - 1935     MONUMENTED       CGS
 DQ0777  HISTORY     - 20040821 GOOD             INDIV
 DQ0777
 DQ0777                          STATION DESCRIPTION
 DQ0777
 DQ0777'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 DQ0777'ABOUT 4 MILES SOUTHWEST OF TATUM, IN THE NE 1/4 SEC. 12, T. 13 S.,
 DQ0777'R. 35 E., ON FLAT PASTURE LAND OWNED BY MILES CALLAGHAN, ABOUT
 DQ0777'0.1 MILE WEST OF A SECTION CORNER, 66-1/2 FEET SOUTH OF THE
 DQ0777'FENCE ON THE SOUTH SIDE OF A LANE RUNNING ALONG THE SECTION
 DQ0777'LINE.  TO REACH FROM TATUM GO SOUTH 2.0 MILES ON U.S. HIGHWAY
 DQ0777'62, TURN OFF HIGHWAY AND GO WEST 2.0 MILES, TURN SOUTH AND GO
 DQ0777'1.0 MILE, PASS THROUGH CATTLE GUARD ABOUT 50 YARDS SOUTH OF
 DQ0777'THE SECTION CORNER AND GO 0.1 MILE WEST TO THE STATION.  THE
 DQ0777'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE
 DQ0777'STANDARD DISKS SET IN CONCRETE.
 DQ0777'REFERENCE MARK NO. 1 IS 149.18 FEET FROM STATION IN
 DQ0777'S 03 DEG 38 MIN W, AND NO. 2 IS 55 FEET SOUTH OF THE
 DQ0777'FENCE AND 179.58 FEET FROM STATION N 86 DEG 37 MIN W.
 DQ0777'THE AZIMUTH MARK IS ABOUT 80 YARDS NORTH OF THE
 DQ0777'HALF-SECTION LINE, 27-1/2 FEET WEST OF THE CENTER OF THE
 DQ0777'ROAD, 1-1/2 FEET WEST OF THE FENCE, AND 0.5 MILE FROM STATION
 DQ0777'N 07 DEG 45 MIN E.
 DQ0777
 DQ0777                          STATION RECOVERY (2004)
 DQ0777
 DQ0777'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (TJA)
 DQ0777'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0767 ***********************************************************************
 DQ0767  DESIGNATION -  CAM
 DQ0767  PID         -  DQ0767
 DQ0767  STATE/COUNTY-  NM/LEA
 DQ0767  USGS QUAD   -  BRONCO NE (1984)
 DQ0767
 DQ0767                         *CURRENT SURVEY CONTROL
 DQ0767  ___________________________________________________________________
 DQ0767* NAD 83(1992)-  33 25 17.05427(N)    103 04 46.50445(W)     ADJUSTED  
 DQ0767* NAVD 88     -      1197.3    (meters)    3928.     (feet)  VERTCON   
 DQ0767  ___________________________________________________________________
 DQ0767  LAPLACE CORR-          -1.78  (seconds)                    DEFLEC99
 DQ0767  GEOID HEIGHT-         -22.36  (meters)                     GEOID03
 DQ0767
 DQ0767  HORZ ORDER  -  FIRST
 DQ0767
 DQ0767.The horizontal coordinates were established by classical geodetic methods
 DQ0767.and adjusted by the National Geodetic Survey in February 1996..
 DQ0767
 DQ0767.The NAVD 88 height was computed by applying the VERTCON shift value to
 DQ0767.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DQ0767
 DQ0767.The Laplace correction was computed from DEFLEC99 derived deflections.
 DQ0767
 DQ0767.The geoid height was determined by GEOID03.
 DQ0767
 DQ0767;                    North         East     Units Scale Factor Converg.
 DQ0767;SPC NM E     -   269,189.196   281,599.787   MT  1.00007665   +0 41 26.3
 DQ0767;SPC NM E     -   883,164.89    923,881.97   sFT  1.00007665   +0 41 26.3
 DQ0767;SPC TXNC     - 2,203,865.677   174,249.469   MT  0.99989338   -2 29 51.6
 DQ0767;SPC TXNC     - 7,230,515.98    571,683.47   sFT  0.99989338   -2 29 51.6
 DQ0767;UTM  13      - 3,699,653.935   678,552.795   MT  0.99999307   +1 03 28.9
 DQ0767
 DQ0767!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ0767!SPC NM E     -   0.99981557  x   1.00007665  =   0.99989220
 DQ0767!SPC TXNC     -   0.99981557  x   0.99989338  =   0.99970897
 DQ0767!UTM  13      -   0.99981557  x   0.99999307  =   0.99980864
 DQ0767
 DQ0767:                Primary Azimuth Mark                     Grid Az
 DQ0767:SPC NM E     -  BOUNDARY MON 99 ECC                      043 28 43.3
 DQ0767:SPC TXNC     -  BOUNDARY MON 99 ECC                      046 40 01.2
 DQ0767:UTM  13      -  BOUNDARY MON 99 ECC                      043 06 40.7
 DQ0767
 DQ0767|---------------------------------------------------------------------|
 DQ0767| PID    Reference Object                     Distance      Geod. Az  |
 DQ0767|                                                           dddmmss.s |
 DQ0767| DQ0768 BOUNDARY MON 99 ECC                 APPROX. 2.4 KM 0441009.6 |
 DQ0767| CJ6801 T10S R38E SECS 20 21 28 29                         0735722.2 |
 DQ0767| CJ6802 CAM RM 1                             47.076 METERS 08717     |
 DQ0767| CJ6804 CAM RM 3                              4.736 METERS 10308     |
 DQ0767| CJ6803 CAM RM 2                             46.833 METERS 33301     |
 DQ0767| CJ6805 CAM RM 4                              4.581 METERS 34616     |
 DQ0767|---------------------------------------------------------------------|
 DQ0767
 DQ0767                          SUPERSEDED SURVEY CONTROL
 DQ0767
 DQ0767  NAD 83(1992)-  33 25 17.05485(N)    103 04 46.50387(W) AD(       ) 1
 DQ0767  NAD 83(1986)-  33 25 17.05822(N)    103 04 46.50171(W) AD(       ) 1
 DQ0767  NAD 27      -  33 25 16.68900(N)    103 04 44.69900(W) AD(       ) 1
 DQ0767  NGVD 29 (07/19/86) 1196.9    (m)         3927.     (f) VERT ANG       
 DQ0767
 DQ0767.Superseded values are not recommended for survey control.
 DQ0767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0767.See file dsdata.txt to determine how the superseded data were derived.
 DQ0767
 DQ0767_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFS7855399654(NAD 83)
 DQ0767_MARKER: DS = TRIANGULATION STATION DISK
 DQ0767_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0767
 DQ0767  HISTORY     - Date     Condition        Report By
 DQ0767  HISTORY     - 1934     MONUMENTED       CGS
 DQ0767  HISTORY     - 1935     GOOD             CGS
 DQ0767  HISTORY     - 1970     GOOD             USGS
 DQ0767  HISTORY     - 1979     GOOD             NGS
 DQ0767
 DQ0767                          STATION DESCRIPTION
 DQ0767
 DQ0767'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DQ0767'ABOUT 13 MILES SOUTH-SOUTHWEST OF BLEDSOE, TEXAS, 11 MILES NORTH
 DQ0767'OF BRONCO, TEXAS, 1-1/2 MILES WEST OF THE NORTH-AND-SOUTH GRADED
 DQ0767'ROAD ALONG THE TEXAS-NEW MEXICO STATE LINE, ON THE HIGHEST
 DQ0767'POINT OF A HILL IN SANDY PASTURE LAND, AT A POINT ONE MILE
 DQ0767'WEST-SOUTHWEST OF THE RANCH HOUSE OCCUPIED BY AL GRICE, IN
 DQ0767'SEC. 29, T. 10 S., R. 38 E.  TO REACH FROM THE POST OFFICE IN
 DQ0767'BLEDSOE, GO WEST ON THE MAIN ROAD 1.8 MILES, PASS OVER CATTLE
 DQ0767'GUARD, TURN LEFT (SOUTH) ON GRADED ROAD ALONG THE TEXAS-NEW
 DQ0767'MEXICO STATE LINE 13.8 MILES TO A TRACK CROSS ROAD, TURN
 DQ0767'RIGHT FROM MAIN ROAD, THROUGH A GATE, GO WEST ON TRACK ROAD
 DQ0767'0.5 MILE TO AL GRICES RANCH HOUSE AND WINDMILL IN A
 DQ0767'SMALL GROVE OF TREES (THE AZIMUTH MARK IS NORTH-NORTHWEST
 DQ0767'OF THIS HOUSE A DISTANCE OF 163.3 FEET), GO SOUTHWEST FROM
 DQ0767'THE HOUSE ON DIM TRACK ROAD 0.5 MILE, PASS THROUGH A GATE,
 DQ0767'TURN RIGHT, AND GO NORTH ALONG THE WEST SIDE OF
 DQ0767'NORTH-AND-SOUTH FENCE 100 YARDS, TURN LEFT LEAVING THE
 DQ0767'FENCE, AND GO WEST ACROSS COUNTRY 0.5 MILE TO HIGH POINT
 DQ0767'OF RIDGE AND THE STATION.  THE SURFACE, UNDERGROUND,
 DQ0767'REFERENCE AND AZIMUTH MARKS ARE STANDARD DISKS SET IN
 DQ0767'CONCRETE.
 DQ0767'REFERENCE MARK NO. 1 IS 154.4 FEET FROM THE STATION
 DQ0767'N 87 DEG 17 MIN E, AND NO. 2 IS 153.6 FEET FROM THE STATION
 DQ0767'N 26 DEG 59 MIN W.  THE AZIMUTH MARK A STANDARD BRONZE,
 DQ0767'PIPE-CAP DISK OF THE GENERAL LAND OFFICE, STAMPED T. 10 S.,
 DQ0767'SECS. 20, 21, 29, 28, 1911, IS 11 FEET WEST OF A NORTH-AND-SOUTH
 DQ0767'FENCE, AT A POINT 40 YARDS NORTHWEST OF THE NORTHWEST CORNER OF
 DQ0767'AL GRICES RANCH HOUSE, AND 1.1 MILES FROM THE STATION
 DQ0767'N 73 DEG 57 MIN E.
 DQ0767
 DQ0767                          STATION RECOVERY (1970)
 DQ0767
 DQ0767'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970 (JRW)
 DQ0767'FROM THE JUNCTION OF HWY 125 AND FM 769, ABOUT 4.0 MI. SW OF
 DQ0767'BLEDSOE, TEXAS, PROCEED S. ALONG FM 769, PARALLELING THE STATE
 DQ0767'BOUNDARY, FOR 10.3 MI. TO A FENCE W.  PROCEED W ON THE NORTH
 DQ0767'SIDE OF THE FENCE FOR 0.6 MI. TO A T-FEN E. CORNER.  PASS
 DQ0767'THROUGH THE GATE, FOLLOW THE MAINLY TRAVELED TRACK ROAD FOR
 DQ0767'1.0 MI. TO A WINDMILL, TURN NE, FOLLOW TRACK FOR 0.15 MI. TO
 DQ0767'THE TOP OF THE RIDGE AND THE STATION ABOUT 200 FT TO THE RIGHT
 DQ0767'OF THE TRACK.  AZIMUTH MARK WAS FOUND IN GOOD CONDITION.
 DQ0767
 DQ0767                          STATION RECOVERY (1979)
 DQ0767
 DQ0767'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 DQ0767'THE STATION SUB-SURFACE MARK WAS RECOVERED AND FOUND IN GOOD
 DQ0767'CONDITION.  THE STATION SURFACE MARK, REFERENCE MARK NO. 2 AND THE
 DQ0767'AZIMUTH MARK WERE FOUND DESTROYED BY EROSION.  REFERENCE MARK NO.1 WAS
 DQ0767'FOUND PROJECTING ABOUT 20 INCHES AND TILTED, DUE TO EROSION.
 DQ0767'
 DQ0767'THE STATION SURFACE MARK, REFERENCE MARKS NO.3 AND 4 WERE
 DQ0767'ESTABLISHED.
 DQ0767'
 DQ0767'A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 DQ0767'
 DQ0767'THE STATION IS LOCATED ABOUT 14 MILES SOUTH OF BLEDSOE, TEX. 18
 DQ0767'MILES NORTHEAST OF TATUM, N.M., 11.5 MILES NORTH OF BRONCO, TEX, AND
 DQ0767'1.5 MILES WEST OF THE TEXAS-NEW MEXICO STATE LINE.
 DQ0767'
 DQ0767'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 380 AND FARM
 DQ0767'ROAD 769 IN BRONCO, TEX., GO NORTH ON FARM ROAD 769, ALONG THE STATE
 DQ0767'LINE FOR 9.5 MILES TO THE YOAKUM-COCHRAN COUNTY LINE, CONTINUE NORTH
 DQ0767'ON FARM ROAD 769 FOR 3.15 MILES TO A SIDE ROAD ON THE RIGHT.  CONTINUE
 DQ0767'STRAIGHT AHEAD NORTH ON FARM ROAD 769 FOR 0.4 MILE TO A FIELD ROAD
 DQ0767'ON THE LEFT, AND FENCE CORNER ON THE LEFT.  TURN LEFT AND GO WEST ON
 DQ0767'FIELD ROAD FOR 0.45 MILE TO CROSSROADS.  TURN LEFT AND GO SOUTH ON
 DQ0767'FIELD ROAD FOR 0.15 MILE TO AN IRRIGATION WELL ON THE RIGHT AND
 DQ0767'TRIANGULATION STATION TEX-N.M. CLARK BDG MON. NO 99 ECC 1934 ON THE
 DQ0767'LEFT ON LOW RISE.  CONTINUE SOUTH ON FIELD ROAD FOR 0.9
 DQ0767'MILE TO CROSS ROADS.  TURN RIGHT AND GO WEST ON FIELD ROAD FOR 1.0
 DQ0767'MILE TO CROSSROADS AND A NORTH-SOUTH HIGH LINE.  TURN LEFT AND GO
 DQ0767'SOUTH ON FIELD ROAD FOR 0.2 MILE TO TOP OF LOW RISE AND STATION ON
 DQ0767'LEFT.
 DQ0767'
 DQ0767'THE STATION SURFACE MARK IS A STANDARD DISK STAMPED CAM 1934 1979
 DQ0767'SET IN THE TOP OF A SQUARE CONCRETE POST, THAT PROJECTS ABOUT 4
 DQ0767'INCHES.  THE MARK IS LOCATED ON THE WEST EDGE AND SOUTH END AT A LOW
 DQ0767'SAND RIDGE, 2.6 FEET NORTH OF A METAL WITNESS POST AND 1.6 FEET SOUTH
 DQ0767'OF A WOODEN FENCE POST.  THE SUB-SURFACE MARK IS A STANDARD DISK
 DQ0767'STAMPED CAM 1934 SET IN AN IRREGULAR MASS OF CONCRETE THAT IS ABOUT
 DQ0767'30 INCHES BELOW SURFACE OF THE GROUND.  A METAL PLUG WAS PLACED ON
 DQ0767'TOP OF MARK.
 DQ0767'
 DQ0767'REFERENCE MARK NO.3 IS A STANDARD DISK STAMPED CAM 1934 NO.3
 DQ0767'1979.  IT IS SET IN THE TOP OF A IRREGULAR MASS OF CONCRETE, THAT IS
 DQ0767'FLUSH WITH THE GROUND.  IT IS 3 FEET NORTH OF A WOODEN FENCE POST,
 DQ0767'AND 3 FEET SOUTH OF ANOTHER WOODEN FENCE POST, THAT WERE USED AS
 DQ0767'WITNESS POSTS.
 DQ0767'
 DQ0767'REFERENCE MARK NO.4 IS A STANDARD DISK STAMPED CAM 1934 NO.4 1979
 DQ0767'SET IN THE TOP OF A SQUARE CONCRETE POST, THAT PROJECTS ABOUT 4 INCHES
 DQ0767'ABOVE THE SURFACE OF THE GROUND.  IT IS 3 FEET NORTH OF A WOODEN POST
 DQ0767'AND 4 FEET SOUTH OF ANOTHER WOODEN FENCE POST, THAT WERE USED AS
 DQ0767'WITNESS POST.
 DQ0767'
 DQ0767'TEXAS-NEW MEXICO CLARK BOUNDARY MON NO 99 ECC 1934 (331033-1004) WAS
 DQ0767'RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD CONDITION, WAS USED
 DQ0767'AS AZIMUTH MARK, WITNESS POST WERE PLACED BY MARKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1839 ***********************************************************************
 CX1839  DESIGNATION -  CAMBRAY
 CX1839  PID         -  CX1839
 CX1839  STATE/COUNTY-  NM/DONA ANA
 CX1839  USGS QUAD   -  CAMBRAY (1972)
 CX1839
 CX1839                         *CURRENT SURVEY CONTROL
 CX1839  ___________________________________________________________________
 CX1839* NAD 83(1992)-  32 13 44.00719(N)    107 17 53.55797(W)     ADJUSTED  
 CX1839* NAVD 88     -      1290.1    (meters)    4233.     (feet)  VERTCON   
 CX1839  ___________________________________________________________________
 CX1839  LAPLACE CORR-           1.46  (seconds)                    DEFLEC99
 CX1839  GEOID HEIGHT-         -24.23  (meters)                     GEOID03
 CX1839
 CX1839  HORZ ORDER  -  FIRST
 CX1839
 CX1839.The horizontal coordinates were established by classical geodetic methods
 CX1839.and adjusted by the National Geodetic Survey in December 1993..
 CX1839
 CX1839.The NAVD 88 height was computed by applying the VERTCON shift value to
 CX1839.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CX1839
 CX1839.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1839
 CX1839.The geoid height was determined by GEOID03.
 CX1839
 CX1839;                    North         East     Units Scale Factor Converg.
 CX1839;SPC NM C     -   136,727.907   401,205.629   MT  1.00002033   -0 33 32.6
 CX1839;SPC NM C     -   448,581.47  1,316,288.80   sFT  1.00002033   -0 33 32.6
 CX1839;SPC NM W     -   136,373.803   880,435.528   MT  0.99994803   +0 17 07.4
 CX1839;SPC NM W     -   447,419.72  2,888,562.23   sFT  0.99994803   +0 17 07.4
 CX1839;UTM  13      - 3,568,124.040   283,437.508   MT  1.00017840   -1 13 34.0
 CX1839
 CX1839!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1839!SPC NM C     -   0.99980128  x   1.00002033  =   0.99982161
 CX1839!SPC NM W     -   0.99980128  x   0.99994803  =   0.99974932
 CX1839!UTM  13      -   0.99980128  x   1.00017840  =   0.99997965
 CX1839
 CX1839|---------------------------------------------------------------------|
 CX1839| PID    Reference Object                     Distance      Geod. Az  |
 CX1839|                                                           dddmmss.s |
 CX1839| CC7086 CAMBRAY RM 1                         21.915 METERS 08549     |
 CX1839| CX1840 CAMBRAY RM A                         27.658 METERS 17125     |
 CX1839| CX1837 T24S R5 4W SECS 13 18 1/4 COR       APPROX. 0.9 KM 1802229.7 |
 CX1839| CX1836 T24S R5 4W SECS 7 12 13 18           92.200 METERS 18520     |
 CX1839| CC7088 CAMBRAY RM 3                         28.926 METERS 25909     |
 CX1839| CC7089 CAMBRAY RM 4                         27.297 METERS 33747     |
 CX1839| CC7087 CAMBRAY RM 2                         26.912 METERS 35231     |
 CX1839|---------------------------------------------------------------------|
 CX1839
 CX1839                          SUPERSEDED SURVEY CONTROL
 CX1839
 CX1839  NAD 83(1986)-  32 13 44.01010(N)    107 17 53.55696(W) AD(       ) 1
 CX1839  NAD 27      -  32 13 43.68326(N)    107 17 51.49424(W) AD(       ) 1
 CX1839  NGVD 29 (07/19/86) 1289.5    (m)         4231.     (f) VERT ANG       
 CX1839
 CX1839.Superseded values are not recommended for survey control.
 CX1839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1839.See file dsdata.txt to determine how the superseded data were derived.
 CX1839
 CX1839_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBR8343868124(NAD 83)
 CX1839_MARKER: DS = TRIANGULATION STATION DISK
 CX1839_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX1839
 CX1839  HISTORY     - Date     Condition        Report By
 CX1839  HISTORY     - 1945     MONUMENTED       CGS
 CX1839  HISTORY     - 1967     GOOD             USAF
 CX1839  HISTORY     - 1969     GOOD             CGS
 CX1839  HISTORY     - 1974     GOOD             NGS
 CX1839
 CX1839                          STATION DESCRIPTION
 CX1839
 CX1839'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (RAM)
 CX1839'STATION IS LOCATED 1-1/2 MILES, AIRLINE, E OF CAMBRAY ALONG THE
 CX1839'S SIDE OF U.S. HIGHWAY 80 AND JUST E OF THE DONA ANA-LUNA
 CX1839'COUNTY LINE.
 CX1839'
 CX1839'TO REACH THE STATION FROM THE POST OFFICE IN CAMBRAY, GO E
 CX1839'ON U.S. HIGHWAY 80 FOR 1.6 MILES TO STATION ON THE RIGHT (S).
 CX1839'
 CX1839'STATION IS 159 FEET E OF THE FENCE CORNER AT THE NE CORNER
 CX1839'OF THE RANCH YARD.  CORNER IS FORMED BY A N-S FENCE AND THE
 CX1839'RIGHT-OF-WAY FENCE ALONG THE S SIDE OF THE HIGHWAY.  STATION
 CX1839'IS 42 FEET S OF THE CENTER OF U.S. HIGHWAY 80, 22 FEET E OF FAP
 CX1839'POST LETTERED 143-D 1441-97 (ON THE E SIDE) WHICH IS
 CX1839'APPROXIMATELY ON THE COUNTY LINE, AND 6-3/4 FEET N OF THE HIGHWAY
 CX1839'RIGHT-OF-WAY FENCE (S ONE).  IT IS MARKED BY A BRONZE STATION
 CX1839'DISK, STAMPED CAMBRAY 1945, AND SET IN THE TOP OF A SQUARE
 CX1839'CONCRETE POST WHICH PROJECTS 6 INCHES ABOVE THE GROUND.
 CX1839'AN UNDERGROUND MARK WAS SET IN CONCRETE 28 INCHES BELOW
 CX1839'THE SURFACE OF THE GROUND.  A BRONZE STATION DISK.
 CX1839'
 CX1839'REFERENCE MARK 1 IS E OF THE STATION AND ABOUT THE SAME
 CX1839'LEVEL.  IT IS 2-1/4 FEET N OF THE RIGHT-OF-WAY FENCE ALONG
 CX1839'THE S SIDE OF THE HIGHWAY.  IT IS MARKED BY A BRONZE REFERENCE
 CX1839'DISK, STAMPED CAMBRAY NO 1 1945, AND SET IN THE TOP OF A
 CX1839'SQUARE CONCRETE POST WHICH PROJECTS 1 INCH ABOVE THE GROUND.
 CX1839'
 CX1839'REFERENCE MARK 2 IS N OF THE STATION AND ABOUT 1-1/2 FEET
 CX1839'HIGHER.  IT IS 4-1/2 FEET S OF THE RIGHT-OF-WAY FENCE ALONG
 CX1839'THE N SIDE OF THE HIGHWAY.  IT IS MARKED BY A BRONZE REFERENCE
 CX1839'DISK, STAMPED CAMBRAY NO 2 1945, AND SET IN THE TOP OF A SQUARE
 CX1839'CONCRETE POST WHICH PROJECTS 3 INCHES ABOVE THE SURFACE OF
 CX1839'THE GROUND.
 CX1839'
 CX1839'AZIMUTH MARK IS 0.6 MILE S OF THE STATION, 40 FEET E OF A
 CX1839'N-S FENCE, AND ABOUT 100 YARDS N OF THE SOUTHERN PACIFIC
 CX1839'CO. RAILROAD TRACKS.  IT IS ALSO 1 FOOT N OF A 1-INCH (OUTER
 CX1839'DIAMETER) PIPE WHICH PROJECTS 30 INCHES.  IT IS MARKED BY A
 CX1839'BRONZE GENERAL LAND OFFICE QUARTER SECTION CAP WHICH IS STAMPED
 CX1839'1/4 S 13 S 18 1938, AND FASTENED TO THE TOP OF A 1-INCH
 CX1839'(OUTER DIAMETER) PIPE THAT PROJECTS 1 FOOT ABOVE THE GROUND.
 CX1839
 CX1839                          STATION RECOVERY (1967)
 CX1839
 CX1839'RECOVERY NOTE BY US AIR FORCE 1967
 CX1839'STATION CAMBRAY, THE AZIMUTH MARK, AND GLO SEC. COR T. 24 S.,
 CX1839'R. 5 W., R 4 W., S 12, S 7, S 13, S 18 1938 WERE RECOVERED
 CX1839'AND FOUND TO BE IN GOOD CONDITION.  REFERENCE MARK NO. 1 AND
 CX1839'REFERENCE MARK NO. 2 WERE FOUND TO BE DESTROYED.  NEW DIRECTIONS
 CX1839'TO REACH THE STATION ARE AS FOLLOWS--
 CX1839'
 CX1839'FROM THE DEMING POST OFFICE GO 0.7 MILES EAST ON SPRUCE STREET
 CX1839'TO THE JUNCTION WITH U.S. HWY 80.  PROCEED E ON U.S. HWY 80
 CX1839'FOR 20.3 MI TO THE AKELA EXIT FROM INTERSTATE HWY 10, TURN OFF
 CX1839'INTERSTATE 10 AND PROCEED E ON A DIRT ROAD WHICH IS S OF AND
 CX1839'PARALLEL TO INTERSTATE 10, BEARING RIGHT WHERE THE DIRT ROAD
 CX1839'BECOMES ASPHALT, FOR 7.5 MILES.  STATION CAMBRAY IS LOCATED
 CX1839'350 FEET E OF A DESERTED BUILDING AND 40 FEET S OF THE CENTER
 CX1839'LINE OF THE ROAD.
 CX1839
 CX1839                          STATION RECOVERY (1969)
 CX1839
 CX1839'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LGB)
 CX1839'THE STATION MARK AND AZIMUTH MARK (GLO) WERE RECOVERED AND
 CX1839'FOUND TO BE IN GOOD CONDITION.  REFERENCE MARKS NO. 1 AND NO.
 CX1839'2 WERE FOUND DESTROYED.  THEREFORE REFERENCE MARKS NO. 3 AND
 CX1839'NO. 4 WAS ESTABLISHED AT THIS TIME.  THE ROAD ALONG THE
 CX1839'STATION IS NO LONGER U.S. HIGHWAY 80.  IT IS NOW NEW MEXICO
 CX1839'ROUTE 549.  THE OLD U.S. POST OFFICE THAT WAS MENTIONED IN
 CX1839'THE 1945 DESCRIPTION IN THE TOWN OF CAMBRAY IS NO LONGER
 CX1839'THERE.
 CX1839'
 CX1839'A COMPLETE NEW DESCRIPTION FOLLOWS--
 CX1839'
 CX1839'THE STATION IS LOCATED ABOUT 31 MILES WEST-SOUTHWEST OF LAS
 CX1839'CRUCES, 27-1/2 MILES EAST OF DEMING, 1 MILE SOUTH OF INTERSTATE
 CX1839'HIGHWAY 10, AND ON PROPERTY OWNED BY MR. JOE GARCIA.
 CX1839'
 CX1839'TO REACH THE STATION FROM THE INTERCHANGE OF NEW MEXICO STATE
 CX1839'ROUTE 549 AND INTERSTATE HIGHWAY 10, WHICH IS 25.4 MILES WEST
 CX1839'OF LAS CRUCES ON INTERSTATE HIGHWAY 10.  TAKE THE EXIT TO
 CX1839'THE RIGHT AND CROSSOVER THE INTERSTATE 10 AND FOLLOW PAVED
 CX1839'ROAD SOUTHERLY FOR 0.3 MILE TO A T ROAD AND STOP SIGN, TURN
 CX1839'RIGHT ON STATE ROUTE 549 FOR 6.0 MILES TO STATION ON THE LEFT.
 CX1839'
 CX1839'THE STATION MARK IS A STANDARD DISK STAMPED CAMBRAY 1945, SET
 CX1839'IN THE TOP OF A 8 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 CX1839'6 INCHES ABOVE THE GROUND SURFACE.  IT IS 44 FEET SOUTH OF
 CX1839'STATE ROUTE 549, 3 FEET SOUTH-SOUTHWEST OF METAL WITNESS POST
 CX1839'WITH SIGN ATTACHED AND 22 FEET EAST OF A CONCRETE COUNTY LINE
 CX1839'MARKER.
 CX1839'
 CX1839'REFERENCE MARK 3 IS A STANDARD DISK STAMPED CAMBRAY NO. 3 1945-1969,
 CX1839'SET IN THE TOP OF A 12 INCH ROUND CONCRETE MONUMENT THAT
 CX1839'PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.  IT IS 73.6 FEET
 CX1839'WEST OF THE COUNTY LINE MARKER, 48.5 FEET SOUTH OF STATE
 CX1839'ROUTE 549 AND 96.6 FEET WEST OF A METAL WITNESS POST WITH SIGN
 CX1839'ATTACHED.
 CX1839'
 CX1839'REFERENCE MARK 4 IS A STANDARD DISK STAMPED CAMBRAY NO. 4
 CX1839'1945-1969, SET IN THE TOP OF A 12 INCH ROUND CONCRETE MONUMENT
 CX1839'THAT PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.  IT IS 3 FEET
 CX1839'WEST OF A SMALL YELLOW RAIL ROAD IRON THAT PROJECTS 12 INCHES
 CX1839'ABOVE THE GROUND SURFACE, 44 FEET NORTH OF STATE ROUTE 549,
 CX1839'37.6 FEET EAST OF A DIRT ROAD AND 87 FEET NORTH OF A METAL
 CX1839'WITNESS POST WITH SIGN ATTACHED.
 CX1839'
 CX1839'AZIMUTH MARK IS A BRONZE GENERAL LAND OFFICE QUATER SECTION
 CX1839'CAP STAMPED--1/4 S 13 S 18 1938, ATTACHED TO THE TOP OF A 1
 CX1839'INCH ROUND PIPE THAT PROJECTS 1 FOOT ABOVE THE GROUND SURFACE.
 CX1839'IT IS 1 FOOT NORTH OF A SMALL METAL PIPE, 158 FEET NORTH OF
 CX1839'A EAST-WEST FENCE LINE AND 40 FEET EAST OF A NORTH-SOUTH
 CX1839'FENCE LINE.
 CX1839'
 CX1839'THE TRAVERSE DISTANCE NOTED ABOVE HAS BEEN REDUCED TO SEA
 CX1839'LEVEL.
 CX1839'
 CX1839'THE DISTANCE BETWEEN R.M. 3 AND R.M. 4 WAS NOT MEASURED
 CX1839'BECAUSE IT IS OBSTRUCTED.
 CX1839'
 CX1839'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 31
 CX1839'MILES WEST-SOUTHWEST OF LAS CRUCES
 CX1839
 CX1839                          STATION RECOVERY (1974)
 CX1839
 CX1839'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CWW)
 CX1839'THE STATION, REFERENCE MARKS 3 AND 4 AND THE AZIMUTH MARK WERE FOUND
 CX1839'IN GOOD CONDITION.
 CX1839'
 CX1839'THE 1969 DESCRIPTION TO REACH THE STATION IS GOOD.
 CX1839'
 CX1839'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 31 MILES
 CX1839'WEST-SOUTHWEST OF LAS CRUCES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1840 ***********************************************************************
 CX1840  DESIGNATION -  CAMBRAY RM A
 CX1840  PID         -  CX1840
 CX1840  STATE/COUNTY-  NM/DONA ANA
 CX1840  USGS QUAD   -  CAMBRAY (1972)
 CX1840
 CX1840                         *CURRENT SURVEY CONTROL
 CX1840  ___________________________________________________________________
 CX1840* NAD 83(1992)-  32 13 43.11935(N)    107 17 53.40030(W)     ADJUSTED  
 CX1840* NAVD 88     -      1290.1    (meters)    4233.     (feet)  VERTCON   
 CX1840  ___________________________________________________________________
 CX1840  LAPLACE CORR-           1.46  (seconds)                    DEFLEC99
 CX1840  GEOID HEIGHT-         -24.23  (meters)                     GEOID03
 CX1840
 CX1840  HORZ ORDER  -  FIRST
 CX1840
 CX1840.The horizontal coordinates were established by classical geodetic methods
 CX1840.and adjusted by the National Geodetic Survey in December 1993..
 CX1840
 CX1840.The NAVD 88 height was computed by applying the VERTCON shift value to
 CX1840.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CX1840
 CX1840.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1840
 CX1840.The geoid height was determined by GEOID03.
 CX1840
 CX1840;                    North         East     Units Scale Factor Converg.
 CX1840;SPC NM C     -   136,700.519   401,209.491   MT  1.00002032   -0 33 32.5
 CX1840;SPC NM C     -   448,491.62  1,316,301.47   sFT  1.00002032   -0 33 32.5
 CX1840;SPC NM W     -   136,346.478   880,439.792   MT  0.99994803   +0 17 07.5
 CX1840;SPC NM W     -   447,330.07  2,888,576.22   sFT  0.99994803   +0 17 07.5
 CX1840;UTM  13      - 3,568,096.605   283,441.051   MT  1.00017838   -1 13 33.9
 CX1840
 CX1840!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1840!SPC NM C     -   0.99980128  x   1.00002032  =   0.99982160
 CX1840!SPC NM W     -   0.99980128  x   0.99994803  =   0.99974932
 CX1840!UTM  13      -   0.99980128  x   1.00017838  =   0.99997963
 CX1840
 CX1840:                Primary Azimuth Mark                     Grid Az
 CX1840:SPC NM C     -  RIDGE                                    109 22 51.4
 CX1840:SPC NM W     -  RIDGE                                    108 32 11.4
 CX1840:UTM  13      -  RIDGE                                    110 02 52.8
 CX1840
 CX1840|---------------------------------------------------------------------|
 CX1840| PID    Reference Object                     Distance      Geod. Az  |
 CX1840|                                                           dddmmss.s |
 CX1840| CX1818 RIDGE                               APPROX.19.5 KM 1084918.9 |
 CX1840| CX1854 DEMING FAA MW MAST DMN              APPROX.18.3 KM 2751600.1 |
 CX1840| CX1839 CAMBRAY                              27.658 METERS 35125     |
 CX1840|---------------------------------------------------------------------|
 CX1840
 CX1840                          SUPERSEDED SURVEY CONTROL
 CX1840
 CX1840  NAD 83(1986)-  32 13 43.12227(N)    107 17 53.39929(W) AD(       ) 1
 CX1840  NAD 27      -  32 13 42.79539(N)    107 17 51.33658(W) AD(       ) 1
 CX1840  NGVD 29 (07/19/86) 1289.5    (m)         4231.     (f) VERT ANG       
 CX1840
 CX1840.Superseded values are not recommended for survey control.
 CX1840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1840.See file dsdata.txt to determine how the superseded data were derived.
 CX1840
 CX1840_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBR8344168097(NAD 83)
 CX1840_MARKER: DS = TRIANGULATION STATION DISK
 CX1840_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX1840_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CX1840_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX1840+STABILITY: SURFACE MOTION
 CX1840
 CX1840  HISTORY     - Date     Condition        Report By
 CX1840  HISTORY     - 1969     MONUMENTED       CGS
 CX1840
 CX1840                          STATION DESCRIPTION
 CX1840
 CX1840'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LGB)
 CX1840'FOR A ROUTE TO REACH THE STATION SEE THE DESCRIPTION FOR
 CX1840'TRIANGULATION STATION CAMBRAY 1945.
 CX1840'
 CX1840'THE STATION IS LOCATED ABOUT 31 MILES WEST-SOUTHWEST OF LAS
 CX1840'CRUCES, 27-1/2 MILES EAST OF DEMING, 1 MILE SOUTH OF INTERSTATE
 CX1840'HIGHWAY 10, AND ON PROPERTY OWNED BY MR. JOE GARCIA.
 CX1840'
 CX1840'THE STATION MARK IS A STANDARD DISK STAMPED CAMBRAY RM A 1969,
 CX1840'SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 12 INCHES IN
 CX1840'DIAMETER WHICH PROJECTS ABOUT 1 INCH ABOVE THE SURFACE OF THE
 CX1840'GROUND.  IT IS 93 FEET SOUTH OF A METAL WITNESS POST WITH A
 CX1840'SIGN ATTACHED.
 CX1840'
 CX1840'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION CAMBRAY
 CX1840'1945.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0028 ***********************************************************************
 DR0028  DESIGNATION -  CAMP
 DR0028  PID         -  DR0028
 DR0028  STATE/COUNTY-  NM/CHAVES
 DR0028  USGS QUAD   -  HAYSTACK MOUNTAIN (1982)
 DR0028
 DR0028                         *CURRENT SURVEY CONTROL
 DR0028  ___________________________________________________________________
 DR0028* NAD 83(1992)-  33 38 24.04126(N)    104 12 07.55733(W)     ADJUSTED  
 DR0028* NAVD 88     -      1200.759  (meters)    3939.49   (feet)  ADJUSTED  
 DR0028  ___________________________________________________________________
 DR0028  LAPLACE CORR-           0.26  (seconds)                    DEFLEC99
 DR0028  GEOID HEIGHT-         -23.21  (meters)                     GEOID03
 DR0028  DYNAMIC HT  -        1199.129 (meters)    3934.14  (feet)  COMP
 DR0028  MODELED GRAV-     979,237.6   (mgal)                       NAVD 88
 DR0028
 DR0028  HORZ ORDER  -  THIRD
 DR0028  VERT ORDER  -  FIRST     CLASS II
 DR0028
 DR0028.The horizontal coordinates were established by classical geodetic methods
 DR0028.and adjusted by the National Geodetic Survey in December 1993..
 DR0028
 DR0028.The orthometric height was determined by differential leveling
 DR0028.and adjusted by the National Geodetic Survey in June 1991..
 DR0028
 DR0028.The Laplace correction was computed from DEFLEC99 derived deflections.
 DR0028
 DR0028.The geoid height was determined by GEOID03.
 DR0028
 DR0028.The dynamic height is computed by dividing the NAVD 88
 DR0028.geopotential number by the normal gravity value computed on the
 DR0028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0028.degrees latitude (g = 980.6199 gals.).
 DR0028
 DR0028.The modeled gravity was interpolated from observed gravity values.
 DR0028
 DR0028;                    North         East     Units Scale Factor Converg.
 DR0028;SPC NM E     -   292,738.608   177,173.833   MT  0.99991092   +0 04 21.7
 DR0028;SPC NM E     -   960,426.58    581,277.82   sFT  0.99991092   +0 04 21.7
 DR0028;UTM  13      - 3,722,527.762   573,994.706   MT  0.99966750   +0 26 31.3
 DR0028
 DR0028!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR0028!SPC NM E     -   0.99981517  x   0.99991092  =   0.99972611
 DR0028!UTM  13      -   0.99981517  x   0.99966750  =   0.99948273
 DR0028
 DR0028|---------------------------------------------------------------------|
 DR0028| PID    Reference Object                     Distance      Geod. Az  |
 DR0028|                                                           dddmmss.s |
 DR0028| DR0029 CAMP RM 1                            18.384 METERS 00206     |
 DR0028| DR0780 CAMP AZ MK                                         0694248.0 |
 DR0028| DR0027 CAMP RM 2                            18.700 METERS 26712     |
 DR0028|---------------------------------------------------------------------|
 DR0028
 DR0028                          SUPERSEDED SURVEY CONTROL
 DR0028
 DR0028  NAD 83(1986)-  33 38 24.04658(N)    104 12 07.55282(W) AD(       ) 3
 DR0028  NAD 27      -  33 38 23.71770(N)    104 12 05.67110(W) AD(       ) 3
 DR0028  NGVD 29 (??/??/92) 1200.178  (m)         3937.58   (f) ADJ UNCH    1 2
 DR0028
 DR0028.Superseded values are not recommended for survey control.
 DR0028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0028.See file dsdata.txt to determine how the superseded data were derived.
 DR0028
 DR0028_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SET7399522528(NAD 83)
 DR0028_MARKER: DS = TRIANGULATION STATION DISK
 DR0028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR0028_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DR0028_STAMPING: CAMP 1961
 DR0028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR0028+STABILITY: SURFACE MOTION
 DR0028
 DR0028  HISTORY     - Date     Condition        Report By
 DR0028  HISTORY     - 1961     MONUMENTED       CGS
 DR0028  HISTORY     - 1961     GOOD             CGS
 DR0028  HISTORY     - 1982     GOOD             NGS
 DR0028
 DR0028                          STATION DESCRIPTION
 DR0028
 DR0028'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (GWM)
 DR0028'LOCATED, AIRLINE, ABOUT 25 MILES NORTHEAST OF ROSWELL, 9
 DR0028'MILES WEST-SOUTHWEST OF ELKINS, AND 9 MILES EAST OF THE PECOS
 DR0028'RIVER AT ABOUT THE MID-POINT OF THE SOUTH PROPERTY FENCE
 DR0028'OF GOVERNMENT PROPERTY.
 DR0028'
 DR0028'TO REACH FROM THE WEST SIDE OF THE CHAVES COUNTY COURTHOUSE
 DR0028'IN ROSWELL GO NORTH ON U.S. HIGHWAYS 285 AND 70 FOR 5.2
 DR0028'MILES TO A FORK.  TAKE THE RIGHT FORK, HIGHWAY 70, AND
 DR0028'CONTINUE NORTHEAST 10.8 MILES TO THE BRIDGE OVER THE PECOS
 DR0028'RIVER.  CONTINUE NORTHEAST 10.7 MILES TO A SIDE ROAD ON THE
 DR0028'RIGHT.  TO REACH THE AZIMUTH MARK FROM THIS POINT CONTINUE
 DR0028'NORTHEAST ON HIGHWAY 70 FOR 1.8 MILES TO THE MARK ON THE
 DR0028'LEFT ON THE SOUTHWEST SLOPE OF A GRADUAL CLIMB.  TO GO TO
 DR0028'THE STATION FROM THE SIDE ROAD MENTIONED ABOVE TURN RIGHT
 DR0028'AND PROCEED SOUTHEAST 0.3 MILE, PAST A GUARDED GATE, TO THE
 DR0028'MARK NEAR THE SOUTH FENCE AT THE SOUTHEAST CORNER OF A LOW
 DR0028'EARTHEN DISK.*
 DR0028'
 DR0028'THE STATION MARK, A STANDARD DISK STAMPED CAMP 1961 CEMENTED
 DR0028'IN THE TOP OF A 12-INCH-SQUARE CONCRETE MONUMENT PROJECTING
 DR0028'3 INCHES ABOVE GROUND, IS 5.5 FEET NORTHWEST OF A
 DR0028'THREE-WAY-BRACED FENCE POST, 4.0 FEET NORTH OF THE SOUTH
 DR0028'PROPERTY FENCE, AND 3.0 FEET NORTH OF A METAL WITNESS POST
 DR0028'AND SIGN.
 DR0028'
 DR0028'REFERENCE MARK NUMBER ONE, A STANDARD DISK STAMPED CAMP NO
 DR0028'1 1961 CEMENTED IN THE TOP OF A 12-INCH-SQUARE CONCRETE
 DR0028'MONUMENT PROJECTING 6 INCHES ABOVE GROUND, IS 64.3 FEET
 DR0028'NORTH OF THE SOUTH PROPERTY FENCE ON THE WEST BANK OF A
 DR0028'WATER POND, AT ABOUT THE SAME ELEVATION AS THE STATION.
 DR0028'
 DR0028'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED CAMP NO
 DR0028'2 1961 CEMENTED IN THE TOP OF A 12-INCH-SQUARE CONCRETE
 DR0028'MONUMENT PROJECTING 8 INCHES ABOVE GROUND.  IT IS 1.0 FOOT
 DR0028'NORTH OF THE SOUTH PROPERTY FENCE AT ABOUT THE SAME ELEVATION
 DR0028'AS THE STATION.
 DR0028'
 DR0028'THE AZIMUTH MARK, A STANDARD DISK STAMPED CAMP 1961 CEMENTED
 DR0028'IN THE TOP OF A 12-INCH-SQUARE CONCRETE MONUMENT PROJECTING
 DR0028'4 INCHES ABOVE GROUND, IS 74.0 FEET NORTHWEST OF THE CENTER
 DR0028'LINE OF U.S. HIGHWAY 70, 97.4 FEET SOUTHWEST OF HIGHWAY
 DR0028'RIGHT-OF-WAY MARKER 221+00, 1.5 FEET NORTHWEST OF A
 DR0028'METAL WITNESS POST AND SIGN, AND 0.8 FOOT SOUTHEAST OF THE
 DR0028'NORTHWEST RIGHT-OF-WAY FENCE.
 DR0028'
 DR0028'*ROADS IN THE AREA WERE NOT YET COMPLETED AT THE TIME THE
 DR0028'STATION WAS OCCUPIED.
 DR0028
 DR0028                          STATION RECOVERY (1961)
 DR0028
 DR0028'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 DR0028'3.25 MI NE FROM CAMPBELL.
 DR0028'0.7 MILE NORTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 DR0028'FROM THE STATION AT CAMPBELL, THENCE 1.0 MILE NORTH ALONG A TELEPHONE
 DR0028'LINE, THENCE 0.85 MILE NORTHWEST ACROSS COUNTRY, THENCE 0.7 MILE
 DR0028'NORTHEAST ACROSS COUNTRY TO MISSILE SITE, 61.4 FEET EAST OF R.M. 2,
 DR0028'60.3 FEET SOUTH OF R.M. 1, 3.0 FEET NORTH OF A METAL WITNESS POST WITH
 DR0028'SIGN, SET IN TOP OF A SQUARE CONCRETE POST PROJECTING 3 INCHES ABOVE
 DR0028'GROUND.
 DR0028
 DR0028                          STATION RECOVERY (1982)
 DR0028
 DR0028'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (RHK)
 DR0028'THE STATION, REFERENCE MARKS NO 1, NO 2 AND THE AZIMUTH MARK WERE
 DR0028'RECOVERED IN GOOD CONDITION AS DESCRIBED IN 1961.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0780 ***********************************************************************
 DR0780  DESIGNATION -  CAMP AZ MK
 DR0780  PID         -  DR0780
 DR0780  STATE/COUNTY-  NM/CHAVES
 DR0780  USGS QUAD   -  HAYSTACK MOUNTAIN (1982)
 DR0780
 DR0780                         *CURRENT SURVEY CONTROL
 DR0780  ___________________________________________________________________
 DR0780* NAD 83(1986)-  33 38 56.     (N)    104 10 22.     (W)     SCALED    
 DR0780* NAVD 88     -      1196.262  (meters)    3924.74   (feet)  ADJUSTED  
 DR0780  ___________________________________________________________________
 DR0780  GEOID HEIGHT-         -23.21  (meters)                     GEOID03
 DR0780  DYNAMIC HT  -        1194.639 (meters)    3919.41  (feet)  COMP
 DR0780  MODELED GRAV-     979,238.8   (mgal)                       NAVD 88
 DR0780
 DR0780  VERT ORDER  -  FIRST     CLASS II
 DR0780
 DR0780.The horizontal coordinates were scaled from a topographic map and have
 DR0780.an estimated accuracy of +/- 6 seconds.
 DR0780
 DR0780.The orthometric height was determined by differential leveling
 DR0780.and adjusted by the National Geodetic Survey in June 1991..
 DR0780
 DR0780.The geoid height was determined by GEOID03.
 DR0780
 DR0780.The dynamic height is computed by dividing the NAVD 88
 DR0780.geopotential number by the normal gravity value computed on the
 DR0780.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0780.degrees latitude (g = 980.6199 gals.).
 DR0780
 DR0780.The modeled gravity was interpolated from observed gravity values.
 DR0780
 DR0780;                    North         East    Units  Estimated Accuracy
 DR0780;SPC NM E     -   293,730.      179,890.      MT  (+/- 180 meters Scaled)
 DR0780
 DR0780                          SUPERSEDED SURVEY CONTROL
 DR0780
 DR0780.No superseded survey control is available for this station.
 DR0780
 DR0780_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SET767235(NAD 83)
 DR0780_MARKER: DZ = AZIMUTH MARK DISK
 DR0780_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR0780_SP_SET: CONCRETE POST
 DR0780_STAMPING: CAMP 1961
 DR0780_MARK LOGO: CGS   
 DR0780_PROJECTION: PROJECTING 10 CENTIMETERS
 DR0780_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR0780+STABILITY: SURFACE MOTION
 DR0780
 DR0780  HISTORY     - Date     Condition        Report By
 DR0780  HISTORY     - 1961     MONUMENTED       CGS
 DR0780  HISTORY     - 1982     GOOD             NGS
 DR0780
 DR0780                          STATION DESCRIPTION
 DR0780
 DR0780'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 DR0780'43.3 KM (26.9 MI) SW FROM KENNA.
 DR0780'43.3 KM (26.9 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 70 FROM THE POST
 DR0780'OFFICE IN KENNA, OR 27.2 KM (16.9 MI) NORTHEASTERLY ALONG THE SANTA FE
 DR0780'RAILROAD FROM THE RAILROAD STATION IN ROSWELL, THENCE 17.8 KM (11.05
 DR0780'MI) NORTHEASTERLY ALONG U.S. HIGHWAY 70, 0.5 KM (0.3 MI) NORTHEAST OF
 DR0780'MILEPOST 362, 22.6 METERS (74.1 FT) NORTHWEST OF THE CENTERLINE OF THE
 DR0780'HIGHWAY AND 0.3 METER (1.0 FT) SOUTHEAST OF A FENCE.
 DR0780'THE MARK IS 0.5 METERS  NW FROM A WITNESS POST.
 DR0780'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS1162 ***********************************************************************
 DS1162  DESIGNATION -  CAMP OASIS WATER TANK
 DS1162  PID         -  DS1162
 DS1162  STATE/COUNTY-  NM/OTERO
 DS1162  USGS QUAD   -  TULAROSA PEAK (1981)
 DS1162
 DS1162                         *CURRENT SURVEY CONTROL
 DS1162  ___________________________________________________________________
 DS1162* NAD 83(1992)-  33 03 34.60854(N)    106 09 15.44628(W)     ADJUSTED  
 DS1162* NAVD 88     -                                                        
 DS1162  ___________________________________________________________________
 DS1162  LAPLACE CORR-           5.48  (seconds)                    DEFLEC99
 DS1162  GEOID HEIGHT-         -22.64  (meters)                     GEOID03
 DS1162
 DS1162  HORZ ORDER  -  THIRD
 DS1162
 DS1162.The horizontal coordinates were established by classical geodetic methods
 DS1162.and adjusted by the National Geodetic Survey in December 1993..
 DS1162
 DS1162
 DS1162.The Laplace correction was computed from DEFLEC99 derived deflections.
 DS1162
 DS1162.The geoid height was determined by GEOID03.
 DS1162
 DS1162;                    North         East     Units Scale Factor Converg.
 DS1162;SPC NM C     -   228,366.386   508,937.436   MT  0.99990098   +0 03 08.0
 DS1162;SPC NM C     -   749,232.05  1,669,738.90   sFT  0.99990098   +0 03 08.0
 DS1162;UTM  13      - 3,658,487.917   392,240.576   MT  0.99974317   -0 37 47.1
 DS1162
 DS1162                          SUPERSEDED SURVEY CONTROL
 DS1162
 DS1162  NAD 83(1986)-  33 03 34.61556(N)    106 09 15.45096(W) AD(       ) 4
 DS1162  NAD 27      -  33 03 34.31800(N)    106 09 13.47200(W) AD(       ) 3
 DS1162
 DS1162.Superseded values are not recommended for survey control.
 DS1162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS1162.See file dsdata.txt to determine how the superseded data were derived.
 DS1162
 DS1162_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS9224158488(NAD 83)
 DS1162_MARKER: 51 = TANK
 DS1162
 DS1162  HISTORY     - Date     Condition        Report By
 DS1162  HISTORY     - 1943     FIRST OBSERVED   CGS
 DS1162
 DS1162                          STATION DESCRIPTION
 DS1162
 DS1162'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0029 ***********************************************************************
 DR0029  DESIGNATION -  CAMP RM 1
 DR0029  PID         -  DR0029
 DR0029  STATE/COUNTY-  NM/CHAVES
 DR0029  USGS QUAD   -  HAYSTACK MOUNTAIN (1982)
 DR0029
 DR0029                         *CURRENT SURVEY CONTROL
 DR0029  ___________________________________________________________________
 DR0029* NAD 83(1986)-  33 38 23.     (N)    104 12 07.     (W)     SCALED    
 DR0029* NAVD 88     -      1200.890  (meters)    3939.92   (feet)  ADJUSTED  
 DR0029  ___________________________________________________________________
 DR0029  GEOID HEIGHT-         -23.21  (meters)                     GEOID03
 DR0029  DYNAMIC HT  -        1199.259 (meters)    3934.57  (feet)  COMP
 DR0029  MODELED GRAV-     979,237.6   (mgal)                       NAVD 88
 DR0029
 DR0029  VERT ORDER  -  FIRST     CLASS II
 DR0029
 DR0029.The horizontal coordinates were scaled from a topographic map and have
 DR0029.an estimated accuracy of +/- 6 seconds.
 DR0029
 DR0029.The orthometric height was determined by differential leveling
 DR0029.and adjusted by the National Geodetic Survey in June 1991..
 DR0029
 DR0029.The geoid height was determined by GEOID03.
 DR0029
 DR0029.The dynamic height is computed by dividing the NAVD 88
 DR0029.geopotential number by the normal gravity value computed on the
 DR0029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0029.degrees latitude (g = 980.6199 gals.).
 DR0029
 DR0029.The modeled gravity was interpolated from observed gravity values.
 DR0029
 DR0029;                    North         East    Units  Estimated Accuracy
 DR0029;SPC NM E     -   292,710.      177,190.      MT  (+/- 180 meters Scaled)
 DR0029
 DR0029                          SUPERSEDED SURVEY CONTROL
 DR0029
 DR0029  NGVD 29 (??/??/92) 1200.309  (m)         3938.01   (f) ADJ UNCH    1 2
 DR0029
 DR0029.Superseded values are not recommended for survey control.
 DR0029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0029.See file dsdata.txt to determine how the superseded data were derived.
 DR0029
 DR0029_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SET740224(NAD 83)
 DR0029_MARKER: DR = REFERENCE MARK DISK
 DR0029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR0029_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DR0029_STAMPING: CAMP NO 1 1961
 DR0029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR0029+STABILITY: SURFACE MOTION
 DR0029
 DR0029  HISTORY     - Date     Condition        Report By
 DR0029  HISTORY     - 1961     MONUMENTED       CGS
 DR0029
 DR0029                          STATION DESCRIPTION
 DR0029
 DR0029'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 DR0029'3.25 MI NE FROM CAMPBELL.
 DR0029'0.7 MILE NORTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 DR0029'FROM THE STATION AT CAMPBELL, THENCE 1.0 MILE NORTH ALONG A TELEPHONE
 DR0029'LINE, THENCE 0.85 MILE NORTHWEST ACROSS COUNTRY, THENCE 0.7 MILE
 DR0029'NORTHEAST ACROSS COUNTRY, 64.3 FEET NORTH OF THE SOUTH PROPERTY FENCE,
 DR0029'60.3 FEET NORTH OF A TRIANGULATION STATION, SET IN TOP OF A SQUARE
 DR0029'CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0027 ***********************************************************************
 DR0027  DESIGNATION -  CAMP RM 2
 DR0027  PID         -  DR0027
 DR0027  STATE/COUNTY-  NM/CHAVES
 DR0027  USGS QUAD   -  HAYSTACK MOUNTAIN (1982)
 DR0027
 DR0027                         *CURRENT SURVEY CONTROL
 DR0027  ___________________________________________________________________
 DR0027* NAD 83(1986)-  33 38 23.     (N)    104 12 07.     (W)     SCALED    
 DR0027* NAVD 88     -      1200.809  (meters)    3939.65   (feet)  ADJUSTED  
 DR0027  ___________________________________________________________________
 DR0027  GEOID HEIGHT-         -23.21  (meters)                     GEOID03
 DR0027  DYNAMIC HT  -        1199.178 (meters)    3934.30  (feet)  COMP
 DR0027  MODELED GRAV-     979,237.6   (mgal)                       NAVD 88
 DR0027
 DR0027  VERT ORDER  -  FIRST     CLASS II
 DR0027
 DR0027.The horizontal coordinates were scaled from a topographic map and have
 DR0027.an estimated accuracy of +/- 6 seconds.
 DR0027
 DR0027.The orthometric height was determined by differential leveling
 DR0027.and adjusted by the National Geodetic Survey in June 1991..
 DR0027
 DR0027.The geoid height was determined by GEOID03.
 DR0027
 DR0027.The dynamic height is computed by dividing the NAVD 88
 DR0027.geopotential number by the normal gravity value computed on the
 DR0027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0027.degrees latitude (g = 980.6199 gals.).
 DR0027
 DR0027.The modeled gravity was interpolated from observed gravity values.
 DR0027
 DR0027;                    North         East    Units  Estimated Accuracy
 DR0027;SPC NM E     -   292,710.      177,190.      MT  (+/- 180 meters Scaled)
 DR0027
 DR0027                          SUPERSEDED SURVEY CONTROL
 DR0027
 DR0027  NGVD 29 (??/??/92) 1200.228  (m)         3937.75   (f) ADJ UNCH    1 2
 DR0027
 DR0027.Superseded values are not recommended for survey control.
 DR0027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0027.See file dsdata.txt to determine how the superseded data were derived.
 DR0027
 DR0027_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SET740224(NAD 83)
 DR0027_MARKER: DR = REFERENCE MARK DISK
 DR0027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR0027_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DR0027_STAMPING: CAMP NO 2 1961
 DR0027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR0027+STABILITY: SURFACE MOTION
 DR0027
 DR0027  HISTORY     - Date     Condition        Report By
 DR0027  HISTORY     - 1961     MONUMENTED       CGS
 DR0027
 DR0027                          STATION DESCRIPTION
 DR0027
 DR0027'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 DR0027'3.25 MI NE FROM CAMPBELL.
 DR0027'0.7 MILE NORTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 DR0027'FROM THE STATION AT CAMPBELL, THENCE 1.0 MILE NORTH ALONG A TELEPHONE
 DR0027'LINE, THENCE 0.85 MILE NORTHWEST ACROSS COUNTRY, THENCE 0.7 MILE
 DR0027'NORTHEAST ACROSS COUNTRY, 61.4 FEET WEST OF A TRIANGULATION STATION,
 DR0027'SET IN TOP OF A SQUARE CONCRETE POST PROJECTING 8 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS1257 ***********************************************************************
 DS1257  DESIGNATION -  CAMPANA
 DS1257  PID         -  DS1257
 DS1257  STATE/COUNTY-  NM/SOCORRO
 DS1257  USGS QUAD   -  CERRO DE LA CAMPANA (1982)
 DS1257
 DS1257                         *CURRENT SURVEY CONTROL
 DS1257  ___________________________________________________________________
 DS1257* NAD 83(1992)-  33 50 54.18591(N)    106 42 46.01181(W)     ADJUSTED  
 DS1257* NAVD 88     -      1711.     (meters)    5614.     (feet)  VERTCON   
 DS1257  ___________________________________________________________________
 DS1257  LAPLACE CORR-           1.85  (seconds)                    DEFLEC99
 DS1257  GEOID HEIGHT-         -22.26  (meters)                     GEOID03
 DS1257
 DS1257  HORZ ORDER  -  FIRST
 DS1257
 DS1257.The horizontal coordinates were established by classical geodetic methods
 DS1257.and adjusted by the National Geodetic Survey in December 1993..
 DS1257
 DS1257.The NAVD 88 height was computed by applying the VERTCON shift value to
 DS1257.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DS1257
 DS1257.The Laplace correction was computed from DEFLEC99 derived deflections.
 DS1257
 DS1257.The geoid height was determined by GEOID03.
 DS1257
 DS1257;                    North         East     Units Scale Factor Converg.
 DS1257;SPC NM C     -   315,934.574   457,174.367   MT  0.99992260   -0 15 28.0
 DS1257;SPC NM C     - 1,036,528.68  1,499,912.90   sFT  0.99992260   -0 15 28.0
 DS1257;UTM  13      - 3,746,664.891   341,538.892   MT  0.99990955   -0 57 15.2
 DS1257
 DS1257!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS1257!SPC NM C     -   0.99973501  x   0.99992260  =   0.99965763
 DS1257!UTM  13      -   0.99973501  x   0.99990955  =   0.99964458
 DS1257
 DS1257:                Primary Azimuth Mark                     Grid Az
 DS1257:SPC NM C     -  S 236                                    043 53 55.4
 DS1257:UTM  13      -  S 236                                    044 35 42.6
 DS1257
 DS1257|---------------------------------------------------------------------|
 DS1257| PID    Reference Object                     Distance      Geod. Az  |
 DS1257|                                                           dddmmss.s |
 DS1257| DS0683 S 236                                              0433827.4 |
 DS1257| CD1735 CAMPANA RM 1                          5.881 METERS 21052     |
 DS1257| EQ0756 AIRPORT BEACON SOCORRO MUN APT      APPROX.25.7 KM 3183730.8 |
 DS1257| CD1736 CAMPANA RM 2                          6.510 METERS 34918     |
 DS1257|---------------------------------------------------------------------|
 DS1257
 DS1257                          SUPERSEDED SURVEY CONTROL
 DS1257
 DS1257  NAD 83(1986)-  33 50 54.19314(N)    106 42 46.01440(W) AD(       ) 1
 DS1257  NAD 27      -  33 50 53.95570(N)    106 42 43.95320(W) AD(       ) 1
 DS1257  NGVD 29 (07/19/86) 1710.     (m)         5610.     (f) VERT ANG       
 DS1257
 DS1257.Superseded values are not recommended for survey control.
 DS1257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS1257.See file dsdata.txt to determine how the superseded data were derived.
 DS1257
 DS1257_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT4153946665(NAD 83)
 DS1257_MARKER: DB = BENCH MARK DISK
 DS1257_SETTING: 66 = SET IN ROCK OUTCROP
 DS1257
 DS1257  HISTORY     - Date     Condition        Report By
 DS1257  HISTORY     - 1954     MONUMENTED       USGS
 DS1257  HISTORY     - 1973     GOOD             NGS
 DS1257
 DS1257                          STATION DESCRIPTION
 DS1257
 DS1257'DESCRIBED BY US GEOLOGICAL SURVEY 1954 (WRH)
 DS1257'THE STATION IS LOCATED AIRLINE, ABOUT 10 MILES EAST-SOUTHEAST
 DS1257'OF SAN ANTONIO AND ABOUT 2-1/2 MILES SOUTH OF U.S. HIGHWAY 380
 DS1257'ON THE HIGHEST POINT AND SOUTHERN MOST ONE OF TWO PEAKS.
 DS1257'
 DS1257'THE STATION IS A STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK
 DS1257'DISK WITH NO STAMPING SET IN A DRILL HOLE IN AN OUTCROPPING OF
 DS1257'BEDROCK WHICH PROJECTS ABOUT 1 FOOT ABOVE THE GROUND.
 DS1257'
 DS1257'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED CAMPANA
 DS1257'USGS NO 1 1954 SET IN A DRILL HOLE IN AN OUTCROPPING OF BEDROCK
 DS1257'WHICH PROJECTS ABOUT 1 FOOT ABOVE THE GROUND AND IS ABOUT 4
 DS1257'FEET LOWER THAN THE STATION.
 DS1257'
 DS1257'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED CAMPANA
 DS1257'USGS NO 2 1954 SET IN A DRILL HOLE IN AN OUTCROPPING OF BEDROCK
 DS1257'WHICH PROJECTS ABOUT 1 FOOT ABOVE THE GROUND AND IS ABOUT 4
 DS1257'FEET LOWER THAN THE STATION.
 DS1257'
 DS1257'THE AZIMUTH MARK IS A STANDARD U.S. COAST AND GEODETIC SURVEY
 DS1257'BENCH MARK DISK STAMPED S236 1952 SET IN TOP OF A ROUND
 DS1257'CONCRETE CYLINDER WHICH IS ABOUT 10-INCHES IN DIAMETER AND
 DS1257'PROJECTS ABOUT 2 INCHES ABOVE THE GROUND.  IT IS 3.5 FEET EAST
 DS1257'OF A NORTH-SOUTH FENCE LINE, 3 FEET SOUTH OF A WHITE WITNESS
 DS1257'POST AND 48 FEET SOUTH OF THE SOUTH END OF A CATTLE GUARD.
 DS1257'
 DS1257'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 85 AND
 DS1257'380 IN SAN ANTONIO, GO EAST ON U.S. HIGHWAY 380 FOR 10.5 MILES.
 DS1257'TURN RIGHT, CROSS OVER THE CATTLE GUARD AND GO SOUTHERLY ON THE
 DS1257'DIRT ROAD FOR 2.0 MILES TO A CATTLE GUARD AND THE AZIMUTH MARK.
 DS1257'
 DS1257'TURN RIGHT AND GO SOUTHERLY ON A TRACK ROAD, FOLLOWING ON
 DS1257'THE WEST SIDE OF A NORTH-SOUTH FENCE LINE FOR 0.3 MILE TO A
 DS1257'FENCE CORNER AND A GATE.  PASS THROUGH AND GO WEST FOR 0.4
 DS1257'MILE.  TAKE THE LEFT FORK AND GO SOUTH FOR 0.6 MILE.  TURN RIGHT
 DS1257'OFF THE ROAD AND GO ACROSS COUNTRY IN A WESTERLY DIRECTION FOR
 DS1257'0.25 MILE TO THE SOUTH SLOPE OF THE PEAK THAT THE STATION IS
 DS1257'LOCATED ON AND THE END OF TRUCK TRAVEL.  PACK NORTH UP THE
 DS1257'SOUTH SLOPE FOR ABOUT 0.2 MILE TO THE HIGHEST POINT OF THE
 DS1257'PEAK AND THE STATION.
 DS1257'
 DS1257'THIS IS ABOUT A 10 MINUTE PACK.  A 4-WHEEL DRIVE VEHICLE IS
 DS1257'REQUIRED FOR THE LAST 0.25 MILE OF THE DESCRIPTION.
 DS1257
 DS1257                          STATION RECOVERY (1973)
 DS1257
 DS1257'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CWW)
 DS1257'THE STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED AND IN
 DS1257'GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DS1257'
 DS1257'THE STATION IS LOCATED ABOUT 10 MILES AIRLINE EAST-SOUTHEAST OF
 DS1257'SAN ANTONIO.
 DS1257'
 DS1257'TO REACH THE STATION FROM THE JUNCTION OF U.S. 380 AND S.R. 1
 DS1257'IN SAN ANTONIO, GO EAST ON U.S. 380, 11.7 MILES TO THE JUNCTION
 DS1257'OF U.S. 380 AND S.R. 525.  TURN RIGHT, SOUTH, ON S.R. 525 GO
 DS1257'2.5 MILES TO A Y, MAKE A RIGHT TURN ONTO DIRT ROAD.  FOLLOW
 DS1257'ROAD WEST, 2.3 MILES TO A CATTLE GUARD AND THE AZIMUTH MARK TO
 DS1257'THE LEFT.
 DS1257'
 DS1257'TURN LEFT AND GO SOUTHERLY ON A TRACK ROAD, FOLLOWING ON THE
 DS1257'WEST SIDE OF A NORTH-SOUTH FENCE LINE FOR 0.3 MILE TO A FENCE
 DS1257'CORNER AND A GATE.  PASS THROUGH AND GO WEST 0.4 MILE.  TAKE
 DS1257'A LEFT TURN AND GO CROSS-COUNTRY 0.7 MILE TO THE BASE OF A
 DS1257'LARGE HILL.  THE STATION IS LOCATED ON THE HIGHEST POINT OF THE HILL.
 DS1257'
 DS1257'THIS IS ABOUT A 10 MINUTE PACK.  A 4-WHEEL DRIVE VEHICLE IS
 DS1257'REQUIRED FOR THE LAST 0.5 MILE.
 DS1257'
 DS1257'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--10 MILES ESE OF
 DS1257'SAN ANTONIO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM1056 ***********************************************************************
 FM1056  DESIGNATION -  CAMPANA
 FM1056  PID         -  FM1056
 FM1056  STATE/COUNTY-  NM/SAN MIGUEL
 FM1056  USGS QUAD   -  CAMPANA (1969)
 FM1056
 FM1056                         *CURRENT SURVEY CONTROL
 FM1056  ___________________________________________________________________
 FM1056* NAD 83(1992)-  35 31 53.66961(N)    103 56 51.18866(W)     ADJUSTED  
 FM1056* NAVD 88     -      1557.3    (meters)    5109.     (feet)  VERTCON   
 FM1056  ___________________________________________________________________
 FM1056  LAPLACE CORR-          -1.58  (seconds)                    DEFLEC99
 FM1056  GEOID HEIGHT-         -22.03  (meters)                     GEOID03
 FM1056
 FM1056  HORZ ORDER  -  SECOND
 FM1056
 FM1056.The horizontal coordinates were established by classical geodetic methods
 FM1056.and adjusted by the National Geodetic Survey in December 1993..
 FM1056
 FM1056.The NAVD 88 height was computed by applying the VERTCON shift value to
 FM1056.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FM1056
 FM1056.The Laplace correction was computed from DEFLEC99 derived deflections.
 FM1056
 FM1056.The geoid height was determined by GEOID03.
 FM1056
 FM1056;                    North         East     Units Scale Factor Converg.
 FM1056;SPC NM E     -   502,617.153   199,984.872   MT  0.99992417   +0 13 27.1
 FM1056;SPC NM E     - 1,649,003.11    656,117.03   sFT  0.99992417   +0 13 27.1
 FM1056;UTM  13      - 3,932,504.597   595,414.124   MT  0.99971219   +0 36 42.0
 FM1056
 FM1056!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FM1056!SPC NM E     -   0.99975909  x   0.99992417  =   0.99968328
 FM1056!UTM  13      -   0.99975909  x   0.99971219  =   0.99947135
 FM1056
 FM1056|---------------------------------------------------------------------|
 FM1056| PID    Reference Object                     Distance      Geod. Az  |
 FM1056|                                                           dddmmss.s |
 FM1056| CJ6806 CAMPANA RM 1                         19.013 METERS 21858     |
 FM1056| FN0453 PERRA                               APPROX.24.2 KM 2611508.5 |
 FM1056| CJ6807 CAMPANA RM 2                         15.109 METERS 32741     |
 FM1056|---------------------------------------------------------------------|
 FM1056
 FM1056                          SUPERSEDED SURVEY CONTROL
 FM1056
 FM1056  NAD 83(1986)-  35 31 53.67814(N)    103 56 51.18477(W) AD(       ) 2
 FM1056  NAD 27      -  35 31 53.51330(N)    103 56 49.29070(W) AD(       ) 2
 FM1056  NGVD 29 (07/19/86) 1556.6    (m)         5107.     (f) VERT ANG       
 FM1056
 FM1056.Superseded values are not recommended for survey control.
 FM1056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM1056.See file dsdata.txt to determine how the superseded data were derived.
 FM1056
 FM1056_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEV9541432505(NAD 83)
 FM1056_MARKER: DS = TRIANGULATION STATION DISK
 FM1056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM1056
 FM1056  HISTORY     - Date     Condition        Report By
 FM1056  HISTORY     - 1960     MONUMENTED       CGS
 FM1056  HISTORY     - 1969     GOOD             CGS
 FM1056
 FM1056                          STATION DESCRIPTION
 FM1056
 FM1056'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (HWK)
 FM1056'THE STATION IS APPROXIMATELY 17 MILES SOUTH OF MOSQUERO AND
 FM1056'8 MILES WEST OF THE SAN MIGUEL-HARDING COUNTY LINE.  IT IS ON THE
 FM1056'HIGHEST POINT OF A LONG JUNIPER COVERED RIDGE THAT RUNS NORTH
 FM1056'AND SOUTH, AND ON THE PROPERTY OF THE BELL RANCH.
 FM1056'
 FM1056'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 39
 FM1056'AND 65, 3.75 MILES NORTHWEST OF MOSQUERO, GO WEST ON STATE
 FM1056'HIGHWAY 65 FOR 5.9 MILS TO A SIGN HILL AND A SIDE ROAD RIGHT.
 FM1056'CONTINUE DOWN HILL ON THE MAIN ROAD FOR 4.8 MILES TO A BRIDGE.
 FM1056'CROSS BRIDGE AND CONTINUE FOR 0.2 MILE TO A ROAD FORK AND A
 FM1056'MAIL BOX ON THE LEFT.  TURN LEFT, SOUTH, FOR 0.6 MILE TO
 FM1056'A RANCH (WAGGONER RANCH).  KEEP TO THE RIGHT BETWEEN HOUSE AND
 FM1056'BARN AND GO WEST FOR 0.4 MILE TO A BRIDGE.  CROSS BRIDGE AND
 FM1056'CONTINUE ON THE BLADED ROAD FOR 1.1 MILES TO A ROAD FORK.
 FM1056'TAKE THE LEFT FORK AND GO SOUTHERLY FOR 7.8 MILES TO A LOCKED
 FM1056'GATE (THE ENTRANCE TO THE BELL RANCH).  PASS THROUGH THE
 FM1056'GATE AND CONTINUE SOUTH FOR 5.9 MILES TO A REVERSE Y.  BEAR
 FM1056'LEFT, EAST, ON THE MAIN ROAD FOR 1.7 MILES TO A FORK.  TAKE
 FM1056'THE LEFT FORK OVER A SMALL BRIDGE AND GO 0.2 MILES TO
 FM1056'THE BELL RANCH HEADQUARTERS.  TURN RIGHT BETWEEN
 FM1056'BUILDINGS AND GO EAST FOR 1.7 MILES TO A RED TILE BUILDING
 FM1056'ON THE LEFT.  CONTINUE ON THE MAIN ROAD FOR 2.6 MILES TO A
 FM1056'ROAD FORK.  TAKE THE RIGHT FORK AND GO EASTERLY FOR
 FM1056'1.45 MILES TO A ROAD RIGHT.  CONTINUE ON THE MAIN ROAD FOR
 FM1056'0.2 MILE TO A CREEK BED.  CROSS CREEK AND CONTINUE ON THE
 FM1056'MAIN ROAD FOR 3.5 MILES TO A WINDMILL ON THE LEFT.  BEAR RIGHT
 FM1056'WITH THE MAIN ROAD AND GO NORTHWEST AND EAST UP CANYON FOR
 FM1056'1.65 MILES TO TOP OF THE RIDGE.  CONTINUE ON THE MAIN ROAD FOR
 FM1056'0.35 MILE TO A ROAD FORK (ABOUT 0.3 MILE BEFORE REACHING A
 FM1056'FENCE).  TAKE THE RIGHT FORK AND FOLLOW THE TRACK ROAD SOUTH
 FM1056'AND SOUTHWEST FOR 1.15 MILES TO A WINDMILL ON THE RIGHT.
 FM1056'CONTINUE SOUTHEAST FOR 0.1 MILE TO A FENCE.  TURN RIGHT, SOUTH,
 FM1056'ALONG THE WEST SIDE OF THE FENCE AND GO 2.7 MILES TO A
 FM1056'WIRE GATE ON THE LEFT.  CONTINUE SOUTH ALONG THE WEST SIDE
 FM1056'OF THE FENCE FOR 0.15 MILE TO A FENCE CORNER ON THE LEFT.
 FM1056'CONTINUE SOUTHEAST FOR 0.3 MILES TO A WIRE GATE ON THE
 FM1056'LEFT.  TURN LEFT PASSING THROUGH THE WIRE GATE AND GO
 FM1056'SOUTH AND SOUTHEAST ON DIM TRACK ROAD FOR 2.6 MILE TO A BLADED
 FM1056'ROAD.  TURN LEFT, SOUTHERLY ON THE BLADED ROAD FOR 1.15 MILES TO
 FM1056'A WIRE GATE ON THE RIGHT.  TURN RIGHT PASSING THROUGH THE WIRE
 FM1056'GATE THEN SHARP RIGHT AND GO NORTHWEST ALONG THE WEST SIDE
 FM1056'OF THE FENCE FOR 0.2 MILE TO A FENCE CORNER.  CONTINUE NORTH
 FM1056'ALONG THE WEST SIDE OF THE FENCE FOR 0.1 MILE.  TURN LEFT,
 FM1056'WEST, FOR 0.1 MILE TO THE STATION.
 FM1056'
 FM1056'STATION MARKS ARE STANDARD DISKS STAMPED CAMPANA 1960.  THE
 FM1056'SURFACE DISK IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS
 FM1056'6 INCHES.  IT IS 75 FEET SOUTHEAST OF A 12 INCH JUNIPER TREE
 FM1056'AND 5 FEET WEST OF A METAL WITNESS POST.  THE UNDERGROUND
 FM1056'DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 22 INCHES BELOW
 FM1056'THE SURFACE OF THE GROUND.
 FM1056'
 FM1056'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED CAMPANA NO 1 1960,
 FM1056'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.
 FM1056'IT IS 65 FEET SOUTH OF THE WITNESS POST AND 29 FEET EAST OF A
 FM1056'JUNIPER TREE.
 FM1056'
 FM1056'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED CAMPANA NO 2
 FM1056'1960, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.
 FM1056'IT IS 52 FEET SOUTHWEST OF THE METAL WITNESS POST AND 26
 FM1056'FEET SOUTHEAS OF THE 12 INCH JUNIPER TREE.
 FM1056'
 FM1056'NO AZIMUTH MARK WAS ESTABLISHED.
 FM1056'
 FM1056'NOTE.  REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
 FM1056
 FM1056                          STATION RECOVERY (1969)
 FM1056
 FM1056'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 FM1056'STATION RECOVERED.
 FM1056'
 FM1056'REVISED DESCRIPTION--APPROXIMATELY 18.4 MILES SOUTH OF COURTHOUSE AT
 FM1056'MOSQUERO, 8.0 MILES SOUTH OF OLD TOWN OF MEDIO.  TAKE THE WESTERLY
 FM1056'MOST ROAD AT MEDIO THROUGH A WIRE GATE 2.2 MILES SOUTH TO A ROAD
 FM1056'FORK, TAKE THE SOUTHEASTERLY MOST ROAD 1.1 MILES TO WINDMILL GO
 FM1056'SOUTH DOWN FIRE-BREAK ALONG WEST SIDE OF FENCE 4.7 MILES.  STATION
 FM1056'CAMPANA IS 450 FEET WEST OF FENCE ON HIGHEST POINT OF LONG JUNIPER
 FM1056'COVERED RIDGE.
 FM1056'
 FM1056'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--8.0 MILES SOUTH OF
 FM1056'OLD TOWN OF MEDIO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0045 ***********************************************************************
 DR0045  FBN         -  This is a Federal Base Network Control Station.
 DR0045  DESIGNATION -  CAMPBELL
 DR0045  PID         -  DR0045
 DR0045  STATE/COUNTY-  NM/CHAVES
 DR0045  USGS QUAD   -  CAMPBELL (1979)
 DR0045
 DR0045                         *CURRENT SURVEY CONTROL
 DR0045  ___________________________________________________________________
 DR0045* NAD 83(1992)-  33 35 16.34614(N)    104 14 48.93807(W)     ADJUSTED  
 DR0045* NAVD 88     -      1222.438  (meters)    4010.62   (feet)  ADJUSTED  
 DR0045  ___________________________________________________________________
 DR0045  X           -  -1,309,180.953 (meters)                     COMP
 DR0045  Y           -  -5,156,071.339 (meters)                     COMP
 DR0045  Z           -   3,509,121.036 (meters)                     COMP
 DR0045  LAPLACE CORR-           0.22  (seconds)                    DEFLEC99
 DR0045  ELLIP HEIGHT-        1199.24  (meters)          (05/26/00) GPS OBS
 DR0045  GEOID HEIGHT-         -23.21  (meters)                     GEOID03
 DR0045  DYNAMIC HT  -        1220.782 (meters)    4005.18  (feet)  COMP
 DR0045  MODELED GRAV-     979,239.9   (mgal)                       NAVD 88
 DR0045
 DR0045  HORZ ORDER  -  B
 DR0045  VERT ORDER  -  FIRST     CLASS II
 DR0045  ELLP ORDER  -  SECOND    CLASS I
 DR0045
 DR0045.The horizontal coordinates were established by GPS observations
 DR0045.and adjusted by the National Geodetic Survey in May 1992..
 DR0045
 DR0045.The orthometric height was determined by differential leveling
 DR0045.and adjusted by the National Geodetic Survey in June 1991..
 DR0045
 DR0045.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR0045
 DR0045.The Laplace correction was computed from DEFLEC99 derived deflections.
 DR0045
 DR0045.The ellipsoidal height was determined by GPS observations
 DR0045.and is referenced to NAD 83.
 DR0045
 DR0045.The geoid height was determined by GEOID03.
 DR0045
 DR0045.The dynamic height is computed by dividing the NAVD 88
 DR0045.geopotential number by the normal gravity value computed on the
 DR0045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0045.degrees latitude (g = 980.6199 gals.).
 DR0045
 DR0045.The modeled gravity was interpolated from observed gravity values.
 DR0045
 DR0045;                    North         East     Units Scale Factor Converg.
 DR0045;SPC NM E     -   286,951.899   173,020.224   MT  0.99990988   +0 02 52.1
 DR0045;SPC NM E     -   941,441.36    567,650.52   sFT  0.99990988   +0 02 52.1
 DR0045;UTM  13      - 3,716,715.850   569,879.474   MT  0.99966020   +0 24 59.9
 DR0045
 DR0045!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR0045!SPC NM E     -   0.99981177  x   0.99990988  =   0.99972166
 DR0045!UTM  13      -   0.99981177  x   0.99966020  =   0.99947203
 DR0045
 DR0045|---------------------------------------------------------------------|
 DR0045| PID    Reference Object                     Distance      Geod. Az  |
 DR0045|                                                           dddmmss.s |
 DR0045| DR0046 CAMPBELL RM 1                        35.204 METERS 21744     |
 DR0045| DR0946 EL CAPITAN MOUNTAIN                 APPROX.94.5 KM 2703158.1 |
 DR0045| DR0047 CAMPBELL RM 2                        37.195 METERS 31341     |
 DR0045| CJ6811 CAMPBELL AZ MK                                     3240443.2 |
 DR0045|---------------------------------------------------------------------|
 DR0045
 DR0045                          SUPERSEDED SURVEY CONTROL
 DR0045
 DR0045  ELLIP H (12/21/93) 1199.26   (m)                       GP(       ) 4 1
 DR0045  NAD 83(1986)-  33 35 16.35109(N)    104 14 48.93367(W) AD(       ) 1
 DR0045  NAD 27      -  33 35 16.01208(N)    104 14 47.05477(W) AD(       ) 1
 DR0045  NAVD 88 (05/26/92) 1222.44   (m)         4010.6    (f) LEVELING    3  
 DR0045  NGVD 29 (??/??/92) 1221.861  (m)         4008.72   (f) ADJ UNCH    1 2
 DR0045
 DR0045.Superseded values are not recommended for survey control.
 DR0045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0045.See file dsdata.txt to determine how the superseded data were derived.
 DR0045
 DR0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SET6987916716(NAD 83)
 DR0045_MARKER: DS = TRIANGULATION STATION DISK
 DR0045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR0045_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DR0045_STAMPING: CAMPBELL 1935
 DR0045_MARK LOGO: CGS   
 DR0045_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR0045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR0045+STABILITY: SURFACE MOTION
 DR0045_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR0045+SATELLITE: SATELLITE OBSERVATIONS - December 16, 1998
 DR0045
 DR0045  HISTORY     - Date     Condition        Report By
 DR0045  HISTORY     - 1935     MONUMENTED       CGS
 DR0045  HISTORY     - 1941     GOOD             CGS
 DR0045  HISTORY     - 1941     GOOD             NGS
 DR0045  HISTORY     - 1961     GOOD             CGS
 DR0045  HISTORY     - 1967     GOOD             CGS
 DR0045  HISTORY     - 1978     GOOD             DMA
 DR0045  HISTORY     - 1981     GOOD             NGS
 DR0045  HISTORY     - 1988     GOOD             NGS
 DR0045  HISTORY     - 19981216 GOOD             NGS
 DR0045
 DR0045                          STATION DESCRIPTION
 DR0045
 DR0045'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 DR0045'ABOUT 3 MILES WEST-SOUTHWEST OF THE CAMPBELL RAILROAD SIDING
 DR0045'AND RANCH BUILDINGS 2-1/2 MILS SOUTH OF THE NEW ACEME POST
 DR0045'OFFICE AND HIGH LONESOME SERVICE STATION WHICH ARE ON U.S.
 DR0045'HIGHWAY 70 AND ARE VISIBLE FROM THE STATION, 1/4 MILE SOUTH
 DR0045'OF THE SANTA FE RAILROAD TRACKS, LOCATED ON THE HIGHEST POINT
 DR0045'OF A BROAD PASTURE RIDGE OF THE CAMPBELL RANCH.  THE GROUND
 DR0045'SLOPES DOWN TO THE NORTH, EAST, AND WEST, BUT RUNS OUT NEARLY
 DR0045'LEVEL FOR ABOUT 1 MILE TO THE SOUTHEAST.  THE CAMPBELL RANCH
 DR0045'BUILDINGS BEAR 53 DEG MAGNETIC.  AND THE NEW ACME POST OFFICE
 DR0045'AND HIGH LONESOME SERVICE STATION (COMBINED) BEAR 355 DEG
 DR0045'MAGNETIC FROM THE STATION.  TO REACH FROM THE COURTHOUSE IN
 DR0045'ROSWELL, DRIVE NORTH AND NORTHEASTERLY 24.7 MILES ON U.S.
 DR0045'HIGHWAY TO THE NW ACME POST OFFICE AND HIGH LONESME
 DR0045'SERVICE STATION (COMBINED), LEAVE U.S. HIGHWAY 70 AND
 DR0045'DRIVE SOUTH 2.1 MILES ON A PLAIN ROAD ALONG THE WEST
 DR0045'SIDE OF A FENCE AND A TELEPHONE LINE, KEEP THE LEFT FORK AT
 DR0045'1.7 MILES STRAIGHT AHEAD ALONG THE FENCE AND THE
 DR0045'TELEPHONE LINE (DO NOT TAKE THE ROAD STARTING OUT ON THE
 DR0045'EAST SIDE OF THE FENCE WHICH GOES SOUTHEASTERLY TO THE
 DR0045'CAMPBELL RAILROAD SIDING), AT A T-FENCE INTERSECTION ON
 DR0045'THE NORTH SIDE OF THE RAILROAD TRACKS TURN RIGHT AND KEEP
 DR0045'CLOSE TO THE TRACKS WESTERLY FOR 1.0 MILE ON THE MAIN
 DR0045'TRACK ROAD.  TURN LEFT (SOUTH) OFF THE MAIN ROAD,
 DR0045'CROSS THE RAILROAD TRACKS 50 YARDS WEST OF RAILROAD TRESTLE
 DR0045'NO. 85A, PASS THROUGH TWO PIPE GATES, DRIVE SOUTHEASTERLY UP
 DR0045'HILL ON THE ONLY ROAD 0.2 MILE TO THE HEAD OF A DRAW, LEAVE
 DR0045'THE TRACK ROAD AND DRIVE EAST ACROSS COUNTY 0.3 MILE TO THE
 DR0045'HIGHEST POINT OF THE RIDGE AND THE STATION.  THE SURFACE,
 DR0045'UNDERGROUND, AND REFERENCE MARKS ARE STANDARD DISKS SET
 DR0045'IN CONCRETE.  REFERENCE
 DR0045'MARK NO. 1 IS 115.52 FEET FROM THE STATION.
 DR0045'AND NO. 2 IS 122.06 FEET FROM THE STATION.
 DR0045'THE AZIMUTH MARK, A STANDARD DISK SET IN ROCK,
 DR0045'IS ABOUT 0.2 MILE NORTHWEST OF THE
 DR0045'RAILROAD TRACKS ON THE SOUTH EDGE OF A ROCK LEDGE, AND IS
 DR0045'APPROXIMATELY 1/2 MILE FROM THE STATION.
 DR0045
 DR0045                          STATION RECOVERY (1941)
 DR0045
 DR0045'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (EHS)
 DR0045'STATION WAS RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 DR0045'IT IS ABOUT 1/4 MILE SSE OF THE ATCHISON, TOPEKA AND SANTA
 DR0045'FE RAILROAD AT MILEPOST 85.  IT IS 3.0 MILES WSW OF CAMPBELL
 DR0045'SIDING ON THE HIGHEST POINT OF A BROAD PASTURE RIDGE ON THE
 DR0045'CAMPBELL RANCH.  THE GROUND SLOPES DOWN TO THE E, N, AND W BUT
 DR0045'RUNS OUT NEARLY LEVEL FOR ABOUT 1 MILE TO THE SE.
 DR0045'
 DR0045'STATION MARK IS A STANDARD DISK, STAMPED CAMPBELL 1935, SET
 DR0045'IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 1 FOOT.
 DR0045'
 DR0045'REFERENCE MARK NO. 1 IS A STANDARD DISK, STAMPED CAMPBEELL
 DR0045'NO. 1 1935, SET IN THE TOP OF A CONCRETE POST PROJECTING
 DR0045'ABOUT 0.8 FOOT.  IT IS 115.5 FEET SSE OF THE STATION MARK.
 DR0045'
 DR0045'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED CAMPBELL
 DR0045'NO. 2 1935, SET IN THE TOP OF A CONCRETE POST PROJECTING
 DR0045'ABOUT 0.8 FOOT.  IT IS 122.0 FEET WNW OF THE STATION.
 DR0045'
 DR0045'NO ATTEMPT WAS MADE TO RECOVER THE AZIMUTH MARK.
 DR0045'
 DR0045'TO REACH THE STATION FROM CAMPBELL SIDING OF THE ATCHISON
 DR0045'TOPEKA AND SANTA FE RAILROAD, GO 3.0 MILES SOUTHWESTERLY
 DR0045'TO MILPOST 85, THENCE GO ABOUT 1/4 MILE SOUTHEASTERLY TO
 DR0045'THE STATION SITE.
 DR0045
 DR0045                          STATION RECOVERY (1941)
 DR0045
 DR0045'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1941
 DR0045'2.6 MI SW FROM CAMPBELL.
 DR0045'2.6 MILES SOUTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 DR0045'FROM THE STATION AT CAMPBELL, TO MILEPOST 85, THENCE 0.3 MILE
 DR0045'SOUTH-SOUTHEAST.  ON THE CAMPBELL RANCH ON THE HIGHEST POINT OF A
 DR0045'RIDGE IN A BROAD PASTURE, AND 3 FEET NORTH OF A WHITE WOODEN WITNESS
 DR0045'POST.  A STANDARD TRIANGULATION-STATION DISK, STAMPED CAMPBELL 1935
 DR0045'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 FOOT ABOVE GROUND.
 DR0045
 DR0045                          STATION RECOVERY (1961)
 DR0045
 DR0045'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GWM)
 DR0045'THE STATION MARK, AZIMUTH MARK, REFERENCE MARK 1 AND REFERENCE
 DR0045'MARK 2 WERE RECOVERED, FOUND TO BE AS DESCRIBED AND IN GOOD
 DR0045'CONDITION.  ADDITIONAL CEMENT WAS ADDED AROUND THE AZIMUTH
 DR0045'DISK.
 DR0045'
 DR0045'A MODIFIED ROUTE TO THE STATION IS AS FOLLOWS--FROM THE COUNTY
 DR0045'COURTHOUSE IN ROSWELL, DRIVE NORTH ON U.S. HIGHWAYS 70
 DR0045'AND 285 FOR 4.7 MILES TO THE DIVISION OF THESE TWO HIGHWAYS.
 DR0045'KEEP THE RIGHT FORK ON U.S. HIGHWAY 70 AND 10.9 MILES TO THE
 DR0045'CONCRETE BRIDGE OVER THE PECOS RIVER.  CROSS THE BRIDGE AND
 DR0045'CONTINUE NORTHEAST ON THE HIGHWAY FOR 8.5 MILES TO A BLADED
 DR0045'SIDE ROAD ON THE RIGHT AND A SIGN READING, CAMPBELL.  TURN
 DR0045'RIGHT AND DRIVE SOUTHEAST ON THE BLADED ROAD FOR 2.4 MILES TO A
 DR0045'GATE IN THE NORTH RIGHT-OF-WAY FENCE OF A RAILROAD.
 DR0045'PASS THROUGH THE GATE AND CONTNUE EAST ALONG THE NORTH
 DR0045'SIDE OF THE RAILROAD FOR 0.1 MILE TO A RAILROAD CROSSING AT
 DR0045'THE CAMPBELL RAILROAD SIDING.  CROSS THE RAILROAD AND DRIVE
 DR0045'SOUTH, PASSING BETWEEN BUILDINGS, FOR 0.1 MILE TO A WIRE
 DR0045'GATE.  PASS THROUGH THE GATE AND DRIVE SOUTH FOR 0.05 MILE
 DR0045'TO ANOTHER WIRE GATE AND A Y-FORK IN THE ROAD.  PASS
 DR0045'THROUGH THE GATE, KEEP THE RIGHT FORK AND DRIVE SOUTHWEST
 DR0045'ON THE TRACK ROAD FOR 1.45 MILES TO AN EAST-WEST PIPELINE.
 DR0045'TURN RIGHT ONTO THE PIPELINE ROAD AND CONTINUE WEST FOR 0.2
 DR0045'MILE TO A GATE.  PASS THROUGH THE GATE AND CONTINUE WEST
 DR0045'ALONG THE PIPELINE FOR 1.3 MILES TO A RAILROAD CROSSING
 DR0045'AND A GATE IN BOTH THE NORTH AND SOUTH RAILROAD
 DR0045'RIGHT-OF-WAY FENCES.** TURN SHARP LEFT, LEAVING THE
 DR0045'PIPELINE AND THE RAILROAD, THENCE DRIVE SOUTH UP THE BRUSH COVERED
 DR0045'SLOPE FOR 0.55 MILE TO THE STATION.
 DR0045'
 DR0045'**TO REACH THE AZIMUTH MARK, CONTINUE THE PIPELINE ROAD ACROSS
 DR0045'THE RAILROAD, PASSING THROUGH THE TWO GATES, AND DRIVE WEST
 DR0045'FOR 0.5 MILE TO PIPELINE MILE POST 97.  CONTINUE WEST ON THE
 DR0045'PIPELINE ROAD FOR 0.1 MILE, THENCE TURN LEFT AND DRIVE SOUTH
 DR0045'ACROSS COUNTRY FOR 0.4 MILE TO A SHARP DESCENT TO THE RAILROAD
 DR0045'TRACKS.  THE AZIMUTH MARK IS CEMENTED IN A DRILL HOLE IN A
 DR0045'LEDGE OF BEDROCK 100 FEET DOWN THIS SLOPE AND 4.0 FEET WEST
 DR0045'OF A SMALL CAIRN.
 DR0045'
 DR0045'*DISTANCES CONVERTED TO METERS.
 DR0045
 DR0045                          STATION RECOVERY (1967)
 DR0045
 DR0045'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (EEM)
 DR0045'RECOVERED AS DESCRIBED IN C AND GS SPECIAL PUBLICATION 219,
 DR0045'PAGE 176 AND DESCRIPTION BOOK 790, PAGE 12.  ALL MARKS
 DR0045'EXCEPTING THE AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.
 DR0045'THE AZIMUTH MARK WAS NOT SEARCHED FOR.
 DR0045'
 DR0045'STATION MARK--A STANDARD C AND GS DISK SET IN THE TOP OF A
 DR0045'CONCRETE POST PROJECTING 0.9 FT. ABOVE GROUND STAMPED CAMPBELL-1935.
 DR0045'
 DR0045'REFERENCE MARK NO. 1--A STANDARD C AND GS DISK SET IN THE
 DR0045'TOP OF A CONCRETE POST PROJECTNG 0.8 FT. ABOVE GROUND STAMPED
 DR0045'CAMPBELL NO. 1 1935.
 DR0045'
 DR0045'REFERENCE MARK NO. 2--A STANDARD C AND GS DISK SET IN THE TOP OF
 DR0045'A CONCRETE POST PROJECTING 0.8 FT. ABOVE GROUND STAMPED
 DR0045'CAMPBELL NO. 2 1935.
 DR0045
 DR0045                          STATION RECOVERY (1978)
 DR0045
 DR0045'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978 (ODJ)
 DR0045'STATION RECOVERED AS DESCRIBED BUT A MODIFIED TO REACH FOLLOWS.
 DR0045'TO REACH FROM THE CHAVEZ COUNTY COURTHOUSE IN ROSWELL, GO NORTH ON
 DR0045'HIGHWAY 70-285, 4.7 MILES TO DIVISION OF THE TWO HIGHWAYS.  FROM
 DR0045'CENTERLINE INTERSECTION GO NORTHEASTERLY ON HIGHWAY 70, 19.7 MILES
 DR0045'TO A CATTLEGUARD ON RIGHT ON THE EASTERLY SLOPE OF HILL.  A RADIO
 DR0045'RELAY TOWER WILL BE PASSED AT TOP OF RIDGE JUST BEFORE REACHING
 DR0045'CATTLEGUARD.  (AZIMUTH MARK FOR STATION ACME 2 1961 USC AND GS
 DR0045'IS LOCATED A FEW FEET EAST OF CATTLEGUARD).  CROSS OVER
 DR0045'CATTLEGUARD FOLLOW MAIN TRAVELED ROAD SOUTHEASTERLY 2.5 MILES
 DR0045'TO A GATE IN RAILROAD RIGHT OF WAY FENCE AT CAMPBELL SIDING.
 DR0045'PASS THROUGH GATE, TURN RIGHT ALONG RAILROAD SERVICE ROAD ON
 DR0045'NORTHERLY SIDE OF TRACK GO 2.5 MILES TO A NORTHWEST-SOUTHEAST
 DR0045'PIPELINE CROSSING THE RAILROAD.  TURN LEFT ACROSS TRACKS
 DR0045'AND THROUGH GATE, (GATE NOT LOCKED), ABOUT 100 FEET PAST GATE
 DR0045'TURN RIGHT ON A WELL DEFINED TRACK ROAD, GO 0.6 MILES SOUTH AND UP
 DR0045'SLOPE TO HIGHEST PART OF RIDGE AND STATION ON LEFT.  A DRIVE
 DR0045'STATION WITH 2-WHEEL DRIVE.
 DR0045'
 DR0045'RMS RECOVERED IN GOOD CONDITION.  AZIMUTH MARK NOT SEARCHED FOR.
 DR0045
 DR0045                          STATION RECOVERY (1981)
 DR0045
 DR0045'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (RHK)
 DR0045'THE STATION, REFERENCE MARKS NO 1, NO 2, AND THE AZIMUTH MARK WERE
 DR0045'RECOVERED IN GOOD CONDITION AS DESCRIBED IN 1961.
 DR0045
 DR0045                          STATION RECOVERY (1988)
 DR0045
 DR0045'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 (MRM)
 DR0045'THE STATION WAS RECOVERED AT THIS DATE.
 DR0045'REFERENCE MARKS AND AZIMUTH MARK WERE NOT SEARCHED FOR AT THIS DATE.
 DR0045'
 DR0045'THE STATION IS LOCATED ABOUT 29.0 KM (18.0 MI)
 DR0045'NORTHEAST OF ROSWELL,
 DR0045'4.8 KM (3.0 MI) WEST-SOUTHWEST OF CAMPBELL SIDING AND
 DR0045'0.4 KM (0.25 MI) SOUTH-SOUTHEAST OF THE ATCHISON, TOPEKA AND SANTA
 DR0045'FE RAILROAD.
 DR0045'OWNERSHIP--UNKNOWN.
 DR0045'
 DR0045'TO REACH THE STATION FROM THE DIVISION OF U.S. HIGHWAYS 70 AND
 DR0045'285, ABOUT 8.0 KM (5.0 MI) NORTH OF ROSWELL, GO
 DR0045'NORTHEAST FOR 31.3 KM (19.45 MI) ON HIGHWAY 70 TO A DIRT ROAD
 DR0045'RIGHT.
 DR0045'TURN RIGHT AND GO SOUTH FOR 3.9 KM (2.4 MI) ON PONDEROSA ROAD TO
 DR0045'A CATTLE GUARD.
 DR0045'CONTINUE AHEAD AND GO SOUTH FOR ABOUT 10 METERS (33 FT), THEN TURN
 DR0045'RIGHT AND GO WESTERLY FOR 3.8 KM (2.35 MI) ON A DIRT ROAD, ON NORTH
 DR0045'SIDE OF RAILROAD TRACKS, TO A NORTHWEST-SOUTHEAST PIPELINE
 DR0045'CROSSING THE RAILROAD.
 DR0045'TURN LEFT AND GO SOUTHERLY FOR 0.1 KM (0.05 MI) ACROSS RAILROAD
 DR0045'TRACKS TO A GATE (UNLOCKED).  PASS THROUGH GATE AND GO SOUTHERLY
 DR0045'FOR ABOUT 20 METERS (66 FT) TO A DIM TRACK ROAD RIGHT.  TURN RIGHT
 DR0045'AND GO SOUTHWEST FOR 0.9 KM (0.55 MI) ON THE DIM TRACK ROAD, UP
 DR0045'SLOPE, TO THE HIGHEST PART OF RIDGE AND THE STATION ON LEFT.
 DR0045'
 DR0045'THE STATION IS A STANDARD CGS DISK
 DR0045'STAMPED---CAMPBELL 1935---,
 DR0045'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT
 DR0045'30 CM ON SIDE PROJECTING 27 CM ABOVE GROUND.  LOCATED
 DR0045'11.4 METERS (37.4 FT) EAST-SOUTHEAST FROM THE APPROXIMATE CENTER OF
 DR0045'THE TRACK ROAD.
 DR0045'NOTE, THE 1935 DESCRIPTION INDICATES AN UNDERGROUND MARK.
 DR0045'
 DR0045'NEW MEXICO FAA - FEBRUARY, 1988.
 DR0045'
 DR0045'THIS STATION SUITABLE FOR GPS SURVEYS.
 DR0045'
 DR0045'DESCRIBED BY S.E. RANDALL.
 DR0045
 DR0045                          STATION RECOVERY (1998)
 DR0045
 DR0045'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (WAS)
 DR0045'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0046 ***********************************************************************
 DR0046  DESIGNATION -  CAMPBELL RM 1
 DR0046  PID         -  DR0046
 DR0046  STATE/COUNTY-  NM/CHAVES
 DR0046  USGS QUAD   -  CAMPBELL (1979)
 DR0046
 DR0046                         *CURRENT SURVEY CONTROL
 DR0046  ___________________________________________________________________
 DR0046* NAD 83(1986)-  33 35 16.     (N)    104 14 49.     (W)     SCALED    
 DR0046* NAVD 88     -      1222.303  (meters)    4010.17   (feet)  ADJUSTED  
 DR0046  ___________________________________________________________________
 DR0046  GEOID HEIGHT-         -23.21  (meters)                     GEOID03
 DR0046  DYNAMIC HT  -        1220.648 (meters)    4004.74  (feet)  COMP
 DR0046  MODELED GRAV-     979,239.9   (mgal)                       NAVD 88
 DR0046
 DR0046  VERT ORDER  -  FIRST     CLASS II
 DR0046
 DR0046.The horizontal coordinates were scaled from a topographic map and have
 DR0046.an estimated accuracy of +/- 6 seconds.
 DR0046
 DR0046.The orthometric height was determined by differential leveling
 DR0046.and adjusted by the National Geodetic Survey in June 1991..
 DR0046
 DR0046.The geoid height was determined by GEOID03.
 DR0046
 DR0046.The dynamic height is computed by dividing the NAVD 88
 DR0046.geopotential number by the normal gravity value computed on the
 DR0046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0046.degrees latitude (g = 980.6199 gals.).
 DR0046
 DR0046.The modeled gravity was interpolated from observed gravity values.
 DR0046
 DR0046;                    North         East    Units  Estimated Accuracy
 DR0046;SPC NM E     -   286,940.      173,020.      MT  (+/- 180 meters Scaled)
 DR0046
 DR0046                          SUPERSEDED SURVEY CONTROL
 DR0046
 DR0046  NGVD 29 (??/??/92) 1221.727  (m)         4008.28   (f) ADJ UNCH    1 2
 DR0046
 DR0046.Superseded values are not recommended for survey control.
 DR0046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0046.See file dsdata.txt to determine how the superseded data were derived.
 DR0046
 DR0046_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SET698167(NAD 83)
 DR0046_MARKER: DB = BENCH MARK DISK
 DR0046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR0046_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DR0046_STAMPING: CAMPBELL NO 1 1935
 DR0046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR0046+STABILITY: SURFACE MOTION
 DR0046
 DR0046  HISTORY     - Date     Condition        Report By
 DR0046  HISTORY     - 1935     MONUMENTED       CGS
 DR0046  HISTORY     - 1941     GOOD             NGS
 DR0046
 DR0046                          STATION DESCRIPTION
 DR0046
 DR0046'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 DR0046'IN CAMPBELL.
 DR0046'115.5 FEET SOUTH-SOUTHEAST OF TRIANGULATION STATION CAMPBELL DESCRIBED
 DR0046'ABOVE.  A STANDARD REFERENCE-MARK DISK, STAMPED CAMPBELL NO 1 1935 AND
 DR0046'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.8 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0047 ***********************************************************************
 DR0047  DESIGNATION -  CAMPBELL RM 2
 DR0047  PID         -  DR0047
 DR0047  STATE/COUNTY-  NM/CHAVES
 DR0047  USGS QUAD   -  CAMPBELL (1979)
 DR0047
 DR0047                         *CURRENT SURVEY CONTROL
 DR0047  ___________________________________________________________________
 DR0047* NAD 83(1986)-  33 35 16.     (N)    104 14 49.     (W)     SCALED    
 DR0047* NAVD 88     -      1222.036  (meters)    4009.30   (feet)  ADJUSTED  
 DR0047  ___________________________________________________________________
 DR0047  GEOID HEIGHT-         -23.21  (meters)                     GEOID03
 DR0047  DYNAMIC HT  -        1220.381 (meters)    4003.87  (feet)  COMP
 DR0047  MODELED GRAV-     979,239.9   (mgal)                       NAVD 88
 DR0047
 DR0047  VERT ORDER  -  FIRST     CLASS II
 DR0047
 DR0047.The horizontal coordinates were scaled from a topographic map and have
 DR0047.an estimated accuracy of +/- 6 seconds.
 DR0047
 DR0047.The orthometric height was determined by differential leveling
 DR0047.and adjusted by the National Geodetic Survey in June 1991..
 DR0047
 DR0047.The geoid height was determined by GEOID03.
 DR0047
 DR0047.The dynamic height is computed by dividing the NAVD 88
 DR0047.geopotential number by the normal gravity value computed on the
 DR0047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0047.degrees latitude (g = 980.6199 gals.).
 DR0047
 DR0047.The modeled gravity was interpolated from observed gravity values.
 DR0047
 DR0047;                    North         East    Units  Estimated Accuracy
 DR0047;SPC NM E     -   286,940.      173,020.      MT  (+/- 180 meters Scaled)
 DR0047
 DR0047                          SUPERSEDED SURVEY CONTROL
 DR0047
 DR0047  NGVD 29 (??/??/92) 1221.460  (m)         4007.41   (f) ADJ UNCH    1 2
 DR0047
 DR0047.Superseded values are not recommended for survey control.
 DR0047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0047.See file dsdata.txt to determine how the superseded data were derived.
 DR0047
 DR0047_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SET698167(NAD 83)
 DR0047_MARKER: DB = BENCH MARK DISK
 DR0047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR0047_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DR0047_STAMPING: CAMPBELL NO 2 1935
 DR0047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR0047+STABILITY: SURFACE MOTION
 DR0047
 DR0047  HISTORY     - Date     Condition        Report By
 DR0047  HISTORY     - 1935     MONUMENTED       CGS
 DR0047  HISTORY     - 1941     GOOD             NGS
 DR0047
 DR0047                          STATION DESCRIPTION
 DR0047
 DR0047'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 DR0047'IN CAMPBELL.
 DR0047'122 FEET WEST-NORTHWEST OF TRIANGULATION STATION CAMPBELL DESCRIBED
 DR0047'ABOVE.  A STANDARD REFERENCE-MARK DISK, STAMPED CAMPBELL NO 2 1935 AND
 DR0047'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.8 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1468 ***********************************************************************
 GL1468  DESIGNATION -  CAMPSEY
 GL1468  PID         -  GL1468
 GL1468  STATE/COUNTY-  NM/UNION
 GL1468  USGS QUAD   -  SEDAN NE (1970)
 GL1468
 GL1468                         *CURRENT SURVEY CONTROL
 GL1468  ___________________________________________________________________
 GL1468* NAD 83(1992)-  36 11 17.76505(N)    103 02 41.89795(W)     ADJUSTED  
 GL1468* NAVD 88     -      1389.2    (meters)    4558.     (feet)  VERTCON   
 GL1468  ___________________________________________________________________
 GL1468  LAPLACE CORR-          -5.93  (seconds)                    DEFLEC99
 GL1468  GEOID HEIGHT-         -23.00  (meters)                     GEOID03
 GL1468
 GL1468  HORZ ORDER  -  SECOND
 GL1468
 GL1468.The horizontal coordinates were established by classical geodetic methods
 GL1468.and adjusted by the National Geodetic Survey in November 1994..
 GL1468
 GL1468.The NAVD 88 height was computed by applying the VERTCON shift value to
 GL1468.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GL1468
 GL1468.The Laplace correction was computed from DEFLEC99 derived deflections.
 GL1468
 GL1468.The geoid height was determined by GEOID03.
 GL1468
 GL1468;                    North         East     Units Scale Factor Converg.
 GL1468;SPC NM E     -   576,175.722   280,879.157   MT  1.00007449   +0 45 38.8
 GL1468;SPC NM E     - 1,890,336.51    921,517.70   sFT  1.00007449   +0 45 38.8
 GL1468;SPC TX N     - 1,243,854.256    61,037.005   MT  1.00000115   -0 53 43.3
 GL1468;SPC TX N     - 4,080,878.50    200,252.24   sFT  1.00000115   -0 53 43.3
 GL1468;UTM  13      - 4,006,601.694   675,792.717   MT  0.99998078   +1 09 16.6
 GL1468
 GL1468!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GL1468!SPC NM E     -   0.99978563  x   1.00007449  =   0.99986010
 GL1468!SPC TX N     -   0.99978563  x   1.00000115  =   0.99978678
 GL1468!UTM  13      -   0.99978563  x   0.99998078  =   0.99976641
 GL1468
 GL1468|---------------------------------------------------------------------|
 GL1468| PID    Reference Object                     Distance      Geod. Az  |
 GL1468|                                                           dddmmss.s |
 GL1468| CM8579 CAMPSEY RM 1                         17.004 METERS 09056     |
 GL1468| GL1471 TUNIC                               APPROX. 3.7 KM 2081437.8 |
 GL1468| CM8580 CAMPSEY RM 2                         15.898 METERS 27059     |
 GL1468|---------------------------------------------------------------------|
 GL1468
 GL1468                          SUPERSEDED SURVEY CONTROL
 GL1468
 GL1468  NAD 83(1992)-  36 11 17.76821(N)    103 02 41.89593(W) AD(       ) 2
 GL1468  NAD 83(1986)-  36 11 17.77463(N)    103 02 41.89364(W) AD(       ) 2
 GL1468  NAD 27      -  36 11 17.65319(N)    103 02 40.13408(W) AD(       ) 2
 GL1468  NGVD 29 (07/19/86) 1388.5    (m)         4555.     (f) VERT ANG       
 GL1468
 GL1468.Superseded values are not recommended for survey control.
 GL1468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1468.See file dsdata.txt to determine how the superseded data were derived.
 GL1468
 GL1468_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA7579306602(NAD 83)
 GL1468_MARKER: DD = SURVEY DISK
 GL1468_SETTING: 0 = UNSPECIFIED SETTING
 GL1468
 GL1468  HISTORY     - Date     Condition        Report By
 GL1468  HISTORY     - 1970     MONUMENTED       USGS
 GL1468
 GL1468                          STATION DESCRIPTION
 GL1468
 GL1468'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (RDS)
 GL1468'THE STATION IS LOCATED SOUTH 06 DEG WEST, ABOUT 13.0 MILES
 GL1468'AIRLINE FROM TEXLINE, TEXAS, SOUTH 22 DEG EAST ABOUT 20.0 MILES
 GL1468'AIRLINE FROM CLAYTON, NEW MEXICO, 14 FEET SOUTH OF CENTER OF
 GL1468'TRACK ROAD, 4 FEET NORTH OF AN EAST-WEST FENCE LINE, 4 FEET
 GL1468'NORTH OF A USGS WITNESS SIGN MOUNTED ON A METAL POST.
 GL1468'
 GL1468'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 87 AND FARM ROAD
 GL1468'NO. 296 IN TEXLINE, GO 13.8 MILES SOUTH ON FARM ROAD 296 TO
 GL1468'T-FENCE WEST.  TURN RIGHT (WEST) ALONG SIDE OF FENCE FOR 0.2
 GL1468'MILES AND STATIONS ON LEFT.
 GL1468'
 GL1468'STATION MARK IS A USGS BRONZE TABLET SOLDERED TO A COPPERWELD ROD
 GL1468'DRIVEN TO A DEPTH OF 15 FEET, CENTERED IN AN ORANGEBURG TILE,
 GL1468'6 INCHES IN DIAMETER, 12 INCHES LONG, FILLED WITH GRAVEL.  THE
 GL1468'TABLET IS FLUSH WITH THE GROUND AND STAMPED CAMPSEY ET 1970.
 GL1468'
 GL1468'REFERENCE MARK NO. 1 IS A USGS BRONZE TABLET SOLDERED TO A COPPER
 GL1468'COATED STEEL ROD DRIVEN TO A DEPTH OF 10 FEET CENTERED IN AN
 GL1468'ORANGEBURG TILE, 6 INCHES IN DIAMETER, 12 INCHES LONG, FILLED
 GL1468'WITH GRAVEL.  THE TABLET IS FLUSH WITH THE GROUND AND STAMPED
 GL1468'CAMPSEY ET NO. 1 1970.
 GL1468'
 GL1468'REFERENCE MARK NO. 2 IS A USGS BRONZE TABLET SOLDERED TO A COPPER
 GL1468'COATED STEEL ROD DRIVEN TO A DEPTH OF 10 FEET, CENTERED IN AN
 GL1468'ORANGEBURG TILE, 6 INCHES IN DIAMETER, 12 INCHES LONG, FILLED
 GL1468'WITH GRAVEL.  THE TABLET IS FLUSH WITH THE GROUND AND STAMPED
 GL1468'CAMPSEY ET NO. 2 1970.
 GL1468'
 GL1468'STATION TUNIC 1960 USC AND GS IS VISIBLE FROM THE GROUND AT THIS
 GL1468'STATION AND WILL SERVE AS THE AZIMUTH MARK.
 GL1468'
 GL1468'ALL OBSERVATIONS WERE MADE FROM A STANDARD TRIPOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0590 ***********************************************************************
 GN0590  DESIGNATION -  CANADA
 GN0590  PID         -  GN0590
 GN0590  STATE/COUNTY-  NM/RIO ARRIBA
 GN0590  USGS QUAD   -  LAPIS POINT (1963)
 GN0590
 GN0590                         *CURRENT SURVEY CONTROL
 GN0590  ___________________________________________________________________
 GN0590* NAD 83(1992)-  36 24 25.97062(N)    107 18 24.44384(W)     ADJUSTED  
 GN0590* NAVD 88     -      2278.1    (meters)    7474.     (feet)  VERTCON   
 GN0590  ___________________________________________________________________
 GN0590  LAPLACE CORR-           4.63  (seconds)                    DEFLEC99
 GN0590  GEOID HEIGHT-         -20.00  (meters)                     GEOID03
 GN0590
 GN0590  HORZ ORDER  -  THIRD
 GN0590
 GN0590.The horizontal coordinates were established by classical geodetic methods
 GN0590.and adjusted by the National Geodetic Survey in December 1993..
 GN0590
 GN0590.The NAVD 88 height was computed by applying the VERTCON shift value to
 GN0590.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GN0590
 GN0590.The Laplace correction was computed from DEFLEC99 derived deflections.
 GN0590
 GN0590.The geoid height was determined by GEOID03.
 GN0590
 GN0590;                    North         East     Units Scale Factor Converg.
 GN0590;SPC NM C     -   600,212.818   405,216.063   MT  1.00001065   -0 37 38.2
 GN0590;SPC NM C     - 1,969,198.22  1,329,446.37   sFT  1.00001065   -0 37 38.2
 GN0590;UTM  13      - 4,031,588.153   293,151.950   MT  1.00012718   -1 22 10.6
 GN0590
 GN0590!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GN0590!SPC NM C     -   0.99964573  x   1.00001065  =   0.99965638
 GN0590!UTM  13      -   0.99964573  x   1.00012718  =   0.99977287
 GN0590
 GN0590                          SUPERSEDED SURVEY CONTROL
 GN0590
 GN0590  NAD 83(1986)-  36 24 25.96919(N)    107 18 24.44922(W) AD(       ) 3
 GN0590  NAD 27      -  36 24 25.92100(N)    107 18 22.29600(W) AD(       ) 3
 GN0590  NGVD 29 (07/19/86) 2277.0    (m)         7470.     (f) VERT ANG       
 GN0590
 GN0590.Superseded values are not recommended for survey control.
 GN0590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0590.See file dsdata.txt to determine how the superseded data were derived.
 GN0590
 GN0590_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBA9315231588(NAD 83)
 GN0590_MARKER: DD = SURVEY DISK
 GN0590_SETTING: 66 = SET IN ROCK OUTCROP
 GN0590_SP_SET: SET IN ROCK OUTCROP
 GN0590_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GN0590+STABILITY: POSITION/ELEVATION WELL
 GN0590
 GN0590  HISTORY     - Date     Condition        Report By
 GN0590  HISTORY     - 1960     MONUMENTED       USGS
 GN0590
 GN0590                          STATION DESCRIPTION
 GN0590
 GN0590'DESCRIBED BY US GEOLOGICAL SURVEY 1960 (HWK)
 GN0590'STATION IS LOCATED ON TOP OF A HIGH, ROUNDED MESA ABOUT
 GN0590'10 FT. SOUTH OF THE HIGHEST POINT OF HILL.
 GN0590'
 GN0590'TO REACH THE STATION FROM COUNSELOR POST.  GO E.S.E. ON STATE
 GN0590'HWY. 44 FOR 7.3 MI. TO A T-RD. LEADING N., TURN LEFT AND GO
 GN0590'N. ON MAIN GRADED DIRT RD. 8.4 MI. TO CROSS RD. AT TELEPHONE
 GN0590'LINE CROSSING RD., CONTINUE STRAIGHT AHEAD 0.4 MI. TO ANGLING
 GN0590'CROSS RD., THENCE STRAIGHT AHEAD 2.1 MI. TO A MAJOR DRAIN
 GN0590'CROSSING, THEN 0.2 MI. TO RD. FK., TURN LEFT AND PROCEED NORTH
 GN0590'ON MAIN RD. 2.5 MI. TO CROSS RD. AT TELEPHONE LINE AND
 GN0590'PIPELINE, CONTINUE NORTH 0.6 MI. TO T-RD. WEST, CONTINUE NORTH
 GN0590'0.6 MI.  TO Y-RD. JCT., TURN LEFT AND GO 1.5 MI. TO CROSS
 GN0590'RD., THENCE RIGHT 0.7 MI. TO T-RD. LEFT, CONTINUE STRAIGHT
 GN0590'AHEAD 0.8 MI.  TO RD. LEFT UP PIPELINE, GO UP PIPELINE RD.
 GN0590'0.4 MI. TO Y-RD.  JCT., TURN RIGHT AND GO 0.2 MI. TO ANOTHER
 GN0590'Y-RD. JCT., CONTINUE RIGHT 2.9 MI. AROUND SOUTH SIDE OF SMALL
 GN0590'MESA, OVER RIDGE ONTO N. SIDE OF WOODED HILL TO Y-RD.
 GN0590'JCT., TURN RIGHT 0.2 MI. TO Y-RD. JCT. JUST BEFORE
 GN0590'REACHING A GAS WELL, TURN LEFT AND GO 0.4 MI. ALONG RD. TO
 GN0590'JUST SOUTH OF A ROCKY RIDGE LINE AND END OF TRUCK TRAVEL.
 GN0590'PACK UP HILL N. ALONG RIDGE TO HIGHEST POINT OF HILL
 GN0590'AND STATION.
 GN0590'
 GN0590'STATION MARK IS A STD. USGS DISC CEMENTED IN A LARGE SANDSTONE
 GN0590'OUTCROPPING PROJECTING ABOUT 0.3 FT. AND STAMPED CANADA 1960.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0980 ***********************************************************************
 FM0980  DESIGNATION -  CANADIAN
 FM0980  PID         -  FM0980
 FM0980  STATE/COUNTY-  NM/QUAY
 FM0980  USGS QUAD   -  TUSCOCOILLO CANYON (1989)
 FM0980
 FM0980                         *CURRENT SURVEY CONTROL
 FM0980  ___________________________________________________________________
 FM0980* NAD 83(1992)-  35 15 38.69732(N)    103 15 34.23044(W)     ADJUSTED  
 FM0980* NAVD 88     -      1269.4    (meters)    4165.     (feet)  VERTCON   
 FM0980  ___________________________________________________________________
 FM0980  LAPLACE CORR-          -2.29  (seconds)                    DEFLEC99
 FM0980  GEOID HEIGHT-         -23.46  (meters)                     GEOID03
 FM0980
 FM0980  HORZ ORDER  -  FIRST
 FM0980
 FM0980.The horizontal coordinates were established by classical geodetic methods
 FM0980.and adjusted by the National Geodetic Survey in December 1993..
 FM0980
 FM0980.The NAVD 88 height was computed by applying the VERTCON shift value to
 FM0980.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FM0980
 FM0980.The Laplace correction was computed from DEFLEC99 derived deflections.
 FM0980
 FM0980.The geoid height was determined by GEOID03.
 FM0980
 FM0980;                    North         East     Units Scale Factor Converg.
 FM0980;SPC NM E     -   473,032.535   262,708.565   MT  1.00002671   +0 37 11.9
 FM0980;SPC NM E     - 1,551,940.91    861,903.02   sFT  1.00002671   +0 37 11.9
 FM0980;UTM  13      - 3,903,348.299   658,325.451   MT  0.99990893   +1 00 18.0
 FM0980
 FM0980!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FM0980!SPC NM E     -   0.99980448  x   1.00002671  =   0.99983118
 FM0980!UTM  13      -   0.99980448  x   0.99990893  =   0.99971342
 FM0980
 FM0980:                Primary Azimuth Mark                     Grid Az
 FM0980:SPC NM E     -  GLENRIO WATER TANK                       113 57 59.9
 FM0980:UTM  13      -  GLENRIO WATER TANK                       113 34 53.8
 FM0980
 FM0980|---------------------------------------------------------------------|
 FM0980| PID    Reference Object                     Distance      Geod. Az  |
 FM0980|                                                           dddmmss.s |
 FM0980| FM0947 GLENRIO WATER TANK                  APPROX.21.8 KM 1143511.8 |
 FM0980| CJ6812 CANADIAN RM 1                        24.020 METERS 19722     |
 FM0980| CJ6813 CANADIAN RM 2                        18.110 METERS 28112     |
 FM0980|---------------------------------------------------------------------|
 FM0980
 FM0980                          SUPERSEDED SURVEY CONTROL
 FM0980
 FM0980  NAD 83(1986)-  35 15 38.70141(N)    103 15 34.22211(W) AD(       ) 1
 FM0980  NAD 27      -  35 15 38.49900(N)    103 15 32.39400(W) AD(       ) 1
 FM0980  NGVD 29 (07/19/86) 1268.8    (m)         4163.     (f) VERT ANG       
 FM0980
 FM0980.Superseded values are not recommended for survey control.
 FM0980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0980.See file dsdata.txt to determine how the superseded data were derived.
 FM0980
 FM0980_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFV5832503348(NAD 83)
 FM0980_MARKER: DS = TRIANGULATION STATION DISK
 FM0980_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0980
 FM0980  HISTORY     - Date     Condition        Report By
 FM0980  HISTORY     - 1921     MONUMENTED       CGS
 FM0980  HISTORY     - 1948     SEE DESCRIPTION  CGS
 FM0980  HISTORY     - 1972     GOOD             NGS
 FM0980
 FM0980                          STATION DESCRIPTION
 FM0980
 FM0980'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (EOH)
 FM0980'THE STATION IS ABOUT 11 MILES NORTH AND 3 MILES EAST OF SAN JON.
 FM0980'IN THE SW 1/4 SEC. 17, T. 12 N., R. 35 E., AT THE EDGE OF A
 FM0980'HIGH BLUFF FORMING THE SOUTH SID OF RANA CREEK VALLEY, ABOUT
 FM0980'ONE MILE DUE NORTH OF MR. A. WARMUTHS HOUSE ON LAND OWNED BY
 FM0980'MRS. ELLISON, AND ONLY A FEW METERS SOUTH OF A RIM ROCK.  THE
 FM0980'STATION, UNDERGROUND AND REFERENCE MARKS ARE STANDARD DISKS
 FM0980'SET IN CONCRETE.  REFERENCE
 FM0980'MARK NO. 1 IS 24.02 METERS (78.8 FEET) FROM THE STATION
 FM0980'S 17 DEG 22 MIN W, AND NO. 2 IS 18.11 METERS (59.4 FEET)
 FM0980'FROM THE STATION.
 FM0980
 FM0980                          STATION RECOVERY (1948)
 FM0980
 FM0980'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (CFO)
 FM0980'THIS STATION POINT SITE WAS VISITED, AND FOUND THAT DIRT FROM
 FM0980'THE DUST STORMS HAVE COVERED OVER THE AREA AT STATION SITE
 FM0980'ABOUT 2.5 FEET, REFERENCE MARK NO 1 WAS FOUND, BUT DUE TO
 FM0980'STORM COMING, STATION SITE HAD TO BE LEFT BEFORE A THOROUGH
 FM0980'SEARCH COULD BE MADE FOR THE STATION MARK.
 FM0980
 FM0980                          STATION RECOVERY (1972)
 FM0980
 FM0980'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (CWW)
 FM0980'THE STATION MARK AND REFERENCE MARK NO. 2 WERE FOUND AND ARE IN
 FM0980'GOOD CONDITION.  REFERENCE MARK NO. 1 WAS ALSO FOUND BUT HAD
 FM0980'BEEN DESTROYED.  A NEW DESCRIPTION TO REACH THE STATION
 FM0980'FOLLOWS--
 FM0980'
 FM0980'TO REACH THE STATION FROM THE JUNCTION OF U.S. 66 AND STATE ROAD
 FM0980'39 IN SAN JON, GO NORTH ON STATE ROAD 39, 7.2 MILES TO THE
 FM0980'JUNCTION OF STATE ROAD 392.  TURN RIGHT, EAST, AND GO 3.8
 FM0980'MILES TO A WELL GRADED ROAD ON THE LEFT.  TURN LEFT, NORTH,
 FM0980'AND GO 2.0 MILES TO THE WARMUTHS HOUSE ON THE RIGHT.  PASS
 FM0980'THROUGH THE CORRAL AT THE WARMUTHS PLACE AND CONTINUE NORTH
 FM0980'ON A DIM TRAIL ROAD, 0.2 MILES TO A FENCE CORNER ON THE RIGHT
 FM0980'AND A FORK ON THE ROAD.  TAKE LEFT FORK AND CONTINUE NORTH
 FM0980'0.7 MILES TO A WIRE GATE, CROSS FENCE AND CONTINUE NORTH
 FM0980'ALONG THE EASTERN EDGE OF A LARGE GRAIN FIELD, 0.2 MILES.
 FM0980'STATION IS LOCATED ABOUT 100 FEET NORTH OF THE NORTHEAST
 FM0980'CORNER OF THE LARGE FIELD.
 FM0980'
 FM0980'HEIGHT OF LIGHT ABOVE STATION MARK--5.0 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0881 ***********************************************************************
 FO0881  DESIGNATION -  CANAL
 FO0881  PID         -  FO0881
 FO0881  STATE/COUNTY-  NM/SANDOVAL
 FO0881  USGS QUAD   -  SAN FELIPE PUEBLO (1990)
 FO0881
 FO0881                         *CURRENT SURVEY CONTROL
 FO0881  ___________________________________________________________________
 FO0881* NAD 83(1992)-  35 23 29.22758(N)    106 27 39.80957(W)     ADJUSTED  
 FO0881* NAVD 88     -      1566.479  (meters)    5139.36   (feet)  ADJUSTED  
 FO0881  ___________________________________________________________________
 FO0881  LAPLACE CORR-           4.78  (seconds)                    DEFLEC99
 FO0881  GEOID HEIGHT-         -20.69  (meters)                     GEOID03
 FO0881  DYNAMIC HT  -        1564.357 (meters)    5132.39  (feet)  COMP
 FO0881  MODELED GRAV-     979,225.0   (mgal)                       NAVD 88
 FO0881
 FO0881  HORZ ORDER  -  SECOND
 FO0881  VERT ORDER  -  FIRST     CLASS II
 FO0881
 FO0881.The horizontal coordinates were established by classical geodetic methods
 FO0881.and adjusted by the National Geodetic Survey in December 1993..
 FO0881
 FO0881.The orthometric height was determined by differential leveling
 FO0881.and adjusted by the National Geodetic Survey in June 1991..
 FO0881
 FO0881.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO0881
 FO0881.The geoid height was determined by GEOID03.
 FO0881
 FO0881.The dynamic height is computed by dividing the NAVD 88
 FO0881.geopotential number by the normal gravity value computed on the
 FO0881.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0881.degrees latitude (g = 980.6199 gals.).
 FO0881
 FO0881.The modeled gravity was interpolated from observed gravity values.
 FO0881
 FO0881;                    North         East     Units Scale Factor Converg.
 FO0881;SPC NM C     -   487,019.652   480,826.992   MT  0.99990453   -0 07 20.1
 FO0881;SPC NM C     - 1,597,830.31  1,577,513.22   sFT  0.99990453   -0 07 20.1
 FO0881;UTM  13      - 3,917,434.981   367,309.297   MT  0.99981698   -0 50 46.7
 FO0881
 FO0881!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO0881!SPC NM C     -   0.99975743  x   0.99990453  =   0.99966199
 FO0881!UTM  13      -   0.99975743  x   0.99981698  =   0.99957446
 FO0881
 FO0881:                Primary Azimuth Mark                     Grid Az
 FO0881:SPC NM C     -  CANAL AZ MK                              066 27 59.3
 FO0881:UTM  13      -  CANAL AZ MK                              067 11 25.9
 FO0881
 FO0881|---------------------------------------------------------------------|
 FO0881| PID    Reference Object                     Distance      Geod. Az  |
 FO0881|                                                           dddmmss.s |
 FO0881| CD3201 CANAL AZ MK                                        0662039.2 |
 FO0881| CD3202 CANAL RM 1                            9.461 METERS 13517     |
 FO0881| FO1036 ALGODONES PLAINS ELE COOP TK        APPROX. 0.9 KM 2011821.4 |
 FO0881| FO1039 5136.878 E                            8.314 METERS 22739     |
 FO0881| FO1037 R 878.1                              49.655 METERS 29443     |
 FO0881|---------------------------------------------------------------------|
 FO0881
 FO0881                          SUPERSEDED SURVEY CONTROL
 FO0881
 FO0881  NAD 83(1986)-  35 23 29.23321(N)    106 27 39.81239(W) AD(       ) 2
 FO0881  NAD 27      -  35 23 29.09730(N)    106 27 37.71840(W) AD(       ) 2
 FO0881  NGVD 29 (07/19/86) 1567.76   (m)         5143.6    (f) LEVELING    3  
 FO0881
 FO0881.Superseded values are not recommended for survey control.
 FO0881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0881.See file dsdata.txt to determine how the superseded data were derived.
 FO0881
 FO0881_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV6730917435(NAD 83)
 FO0881_MARKER: DS = TRIANGULATION STATION DISK
 FO0881_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FO0881_SP_SET: CONCRETE POST
 FO0881_STAMPING: CANAL 1954
 FO0881_MARK LOGO: CGS   
 FO0881_PROJECTION: PROJECTING 10 CENTIMETERS
 FO0881_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO0881+STABILITY: SURFACE MOTION
 FO0881
 FO0881  HISTORY     - Date     Condition        Report By
 FO0881  HISTORY     - 1954     MONUMENTED       CGS
 FO0881  HISTORY     - 1974     GOOD             NMHD
 FO0881  HISTORY     - 1974     GOOD             NMHD
 FO0881  HISTORY     - 1984     GOOD             NGS
 FO0881
 FO0881                          STATION DESCRIPTION
 FO0881
 FO0881'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (WRH)
 FO0881'THE STATION IS LOCATED IN A SANDY PASTURE ABOUT 0.1 MILE
 FO0881'NORTHWEST OF U.S. HIGHWAY 85, ABOUT 8 MILES AIRLINE NORTHEAST
 FO0881'OF BERNALILLO, AND ABOUT 24 MILES AIRLINE NORTH-NORTHEAST
 FO0881'OF ALBUQUERQUE.
 FO0881'
 FO0881'TO REACH THE STATION FROM THE SANDOVAL COUNTY COURTHOUSE
 FO0881'IN BERNALILLO GO NORTH AND NORTHEAST ON U.S. HIGHWAY 85 FOR
 FO0881'7.3 MILES TO SOME RAILROAD TRACKS CROSSING THE HIGHWAY AND
 FO0881'THE PLAINS ELECTRIC POWER PLANT ON THE RIGHT.  KEEP STRAIGHT
 FO0881'AHEAD ON THE HIGHWAY AND GO 0.5 MILE TO A GATE ON THE LEFT.
 FO0881'TURN LEFT, PASS THROUGH THE GATE AND GO 0.1 MILE TO A WITNESS
 FO0881'POST AND THE STATION.
 FO0881'
 FO0881'THE STATION MARK IS A STANDARD DISK STAMPED CANAL 1954 SET
 FO0881'IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT PROJECTS
 FO0881'4 INCHES ABOVE THE GROUND.  IT IS 11 FEET NORTHWEST OF A WITNESS
 FO0881'POST.
 FO0881'
 FO0881'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED CANAL
 FO0881'NO 1 1954 SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST
 FO0881'THAT PROJECTS 3 INCHES ABOVE THE GROUND AND IS THE SAME
 FO0881'ELEVATION AS THE STATION.
 FO0881'
 FO0881'REFERENCE MARK NUMBER 2 IS AN IRON CAP STAMPED USSCS 5136.878E
 FO0881'SCREWED TO THE TOP OF A 2-INCH IRON PIPE THAT PROJECTS 1 FOOT
 FO0881'ABOVE THE GROUND AND IS 8 INCHES LOWER THAN THE STATION.
 FO0881'
 FO0881'R 878-1 (USBR) IS A U.S. BUREAU OF RECLAMATION DISK STAMPED
 FO0881'R 878 1 SET IN THE TOP OF AN 8-INCH CONCRETE CYLINDER THAT
 FO0881'PROJECTS 8 INCHES ABOVE THE GROUND AND IS 8 FEET LOWER THAN
 FO0881'THE STATION.
 FO0881'
 FO0881'THE AZIMUTH MARK IS LOCATED ON THE NORTHWEST SIDE OF U.S.
 FO0881'HIGHWAY 85 AND IS A STANDARD DISK STAMPED CANAL 1954 SET
 FO0881'IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT PROJECTS
 FO0881'4 INCHES ABOVE THE GROUND.  IT IS 2 FEET NORTHWEST OF A FENCE
 FO0881'LINE, 56 FEET NORTHWEST OF THE WEST CORNER OF A CONCRETE
 FO0881'CULVERT, AND 75 FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY.
 FO0881'
 FO0881'TO REACH THE AZIMUTH MARK FROM THE STATION GO EAST 0.1 MILE
 FO0881'TO THE HIGHWAY.  TURN LEFT ONTO U.S. HIGHWAY 85 AND GO NORTHEAST
 FO0881'0.5 MILE TO A CULVERT AND THE AZIMUTH MARK ON THE LEFT.
 FO0881
 FO0881                          STATION RECOVERY (1974)
 FO0881
 FO0881'RECOVERY NOTE BY NM HIGHWAY DEPT 1974 (SRC)
 FO0881'NAME OF STATION (DID NOT RECORD OTHERS) GOOD
 FO0881
 FO0881                          STATION RECOVERY (1974)
 FO0881
 FO0881'RECOVERY NOTE BY NM HIGHWAY DEPT 1974 (CRM)
 FO0881'NAME OF STATION (DID NOT RECORD OTHERS).
 FO0881'
 FO0881'STATION RECOVERED GOOD.
 FO0881'
 FO0881'DISTANCE AND DIRECTION FROM NEAREST TOWN--8 MILES NORTHEAST OF
 FO0881'BERNALILLO.
 FO0881
 FO0881                          STATION RECOVERY (1984)
 FO0881
 FO0881'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FO0881'11.3 KM (7.0 MI) NE FROM BERNALILLO.
 FO0881'11.1 KM (6.9 MI) NORTHEAST ALONG THE ATCHISON TOPEKA AND SANTA FE
 FO0881'RAILROAD FROM ITS JUNCTION WITH STATE HIGHWAY 44 IN BERNALILLO, THENCE
 FO0881'0.2 KM (0.1 MI) SOUTHEAST ACROSS A PASTURE, 187.5 M (615.2 FT)
 FO0881'SOUTHEAST OF THE NEAR RAIL, AND 118.6 M (389.1 FT) NORTHWEST OF U.S.
 FO0881'HIGHWAY 85.
 FO0881'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 FO0881'THE MARK IS 3.1 M ABOVE THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1724 ***********************************************************************
 FO1724  DESIGNATION -  CANAL RG
 FO1724  PID         -  FO1724
 FO1724  STATE/COUNTY-  NM/SANDOVAL
 FO1724  USGS QUAD   -  SAN FELIPE PUEBLO (1990)
 FO1724
 FO1724                         *CURRENT SURVEY CONTROL
 FO1724  ___________________________________________________________________
 FO1724* NAD 83(1992)-  35 28 23.25840(N)    106 23 39.99956(W)     ADJUSTED  
 FO1724* NAVD 88     -      1586.     (meters)    5203.     (feet)  SCALED    
 FO1724  ___________________________________________________________________
 FO1724  LAPLACE CORR-           4.00  (seconds)                    DEFLEC99
 FO1724  GEOID HEIGHT-         -20.64  (meters)                     GEOID03
 FO1724
 FO1724  HORZ ORDER  -  THIRD
 FO1724
 FO1724.The horizontal coordinates were established by classical geodetic methods
 FO1724.and adjusted by the National Geodetic Survey in December 1993..
 FO1724
 FO1724.The orthometric height was scaled from a topographic map.
 FO1724
 FO1724.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1724
 FO1724.The geoid height was determined by GEOID03.
 FO1724
 FO1724;                    North         East     Units Scale Factor Converg.
 FO1724;SPC NM C     -   496,069.628   486,891.598   MT  0.99990212   -0 05 01.8
 FO1724;SPC NM C     - 1,627,521.77  1,597,410.18   sFT  0.99990212   -0 05 01.8
 FO1724;UTM  13      - 3,926,406.654   373,487.302   MT  0.99979724   -0 48 33.6
 FO1724
 FO1724!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1724!SPC NM C     -   0.99975438  x   0.99990212  =   0.99965652
 FO1724!UTM  13      -   0.99975438  x   0.99979724  =   0.99955167
 FO1724
 FO1724                          SUPERSEDED SURVEY CONTROL
 FO1724
 FO1724  NAD 83(1992)-  35 28 23.26382(N)    106 23 40.00312(W) AD(       ) 3
 FO1724
 FO1724.Superseded values are not recommended for survey control.
 FO1724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1724.See file dsdata.txt to determine how the superseded data were derived.
 FO1724
 FO1724_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV7348726407(NAD 83)
 FO1724_MARKER: DD = SURVEY DISK
 FO1724_SETTING: 0 = UNSPECIFIED SETTING
 FO1724_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FO1724
 FO1724  HISTORY     - Date     Condition        Report By
 FO1724  HISTORY     - 1950     MONUMENTED       USGS
 FO1724
 FO1724                          STATION DESCRIPTION
 FO1724
 FO1724'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 FO1724'STATION IS LOCATED APPROXIMATELY 3.8 MI. (AIRLINE) N. OF VILLAGE OF
 FO1724'SAN FELIPE, APPROXIMATELY 3.5 MI. (AIRLINE) S. OF VILLAGE OF SANTO
 FO1724'DOMINGO, ON THE E. SIDE OF RIO GRANDE, 400 FT. E. OF CENTER RD. AND
 FO1724'RAILROAD CROSSING, ON HIGHEST PART OF THE W. OF TWO SMALL SAND HILLS,
 FO1724'LOCATED IN SEC. 3, T 14 N, R 5 E.
 FO1724'
 FO1724'TO REACH STATION FROM THE W. END OF THE STEEL BRIDGE ACROSS THE RIVER,
 FO1724'LOCATED AT THE N. END OF THE VILLAGE OF SAN FELIPE, GO E. 0.4 MI. TO A
 FO1724'CROSSROADS, TURN LEFT (N.) AND GO 7.7 MI. TO A DIM FORK JUST S. OF THE
 FO1724'RAILROAD CROSSING, TAKE THE RIGHT FORK AND GO 0.05 MI. TO A FORK, TAKE
 FO1724'THE RIGHT FORK AND GO 0.05 MI. TO TOP OF LEVEE, TURN RIGHT (S.) ON TOP
 FO1724'LEVEE AND GO 0.1 MI. TO STATION SITE.  STATION LOCATED ON HIGHEST
 FO1724'POINT HILL.
 FO1724'
 FO1724'STATION MARK--STANDARD USGS TABLET, SET IN TOP OF A CONCRETE POST,
 FO1724'AND STAMPED---CANAL RG 1950---.
 FO1724'
 FO1724'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1244 ***********************************************************************
 FO1244  DESIGNATION -  CANDELARIA
 FO1244  PID         -  FO1244
 FO1244  STATE/COUNTY-  NM/BERNALILLO
 FO1244  USGS QUAD   -  ALBUQUERQUE EAST (1990)
 FO1244
 FO1244                         *CURRENT SURVEY CONTROL
 FO1244  ___________________________________________________________________
 FO1244* NAD 83(1992)-  35 06 51.38845(N)    106 37 22.41759(W)     ADJUSTED  
 FO1244* NAVD 88     -      1551.7    (meters)    5091.     (feet)  VERT ANG  
 FO1244  ___________________________________________________________________
 FO1244  X           -  -1,494,549.770 (meters)                     COMP
 FO1244  Y           -  -5,006,060.538 (meters)                     COMP
 FO1244  Z           -   3,649,125.036 (meters)                     COMP
 FO1244  LAPLACE CORR-           7.15  (seconds)                    DEFLEC99
 FO1244  ELLIP HEIGHT-        1530.46  (meters)          (09/28/01) GPS OBS
 FO1244  GEOID HEIGHT-         -21.20  (meters)                     GEOID03
 FO1244
 FO1244  HORZ ORDER  -  FIRST
 FO1244  ELLP ORDER  -  FOURTH    CLASS I
 FO1244
 FO1244.The horizontal coordinates were established by classical geodetic methods
 FO1244.and adjusted by the National Geodetic Survey in December 1993..
 FO1244
 FO1244.The orthometric height was determined by vertical angle observations.
 FO1244
 FO1244.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FO1244
 FO1244.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1244
 FO1244.The ellipsoidal height was determined by GPS observations
 FO1244.and is referenced to NAD 83.
 FO1244
 FO1244.The geoid height was determined by GEOID03.
 FO1244
 FO1244;                    North         East     Units Scale Factor Converg.
 FO1244;SPC NM C     -   456,314.378   466,009.920   MT  0.99991423   -0 12 52.2
 FO1244;SPC NM C     - 1,497,091.42  1,528,900.88   sFT  0.99991423   -0 12 52.2
 FO1244;UTM  13      - 3,886,920.772   352,107.691   MT  0.99986956   -0 56 01.2
 FO1244
 FO1244!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1244!SPC NM C     -   0.99975983  x   0.99991423  =   0.99967408
 FO1244!UTM  13      -   0.99975983  x   0.99986956  =   0.99962942
 FO1244
 FO1244:                Primary Azimuth Mark                     Grid Az
 FO1244:SPC NM C     -  ALBUQUERQUE RAD KRZY MAST                107 33 46.6
 FO1244:UTM  13      -  ALBUQUERQUE RAD KRZY MAST                108 16 55.6
 FO1244
 FO1244|---------------------------------------------------------------------|
 FO1244| PID    Reference Object                     Distance      Geod. Az  |
 FO1244|                                                           dddmmss.s |
 FO1244| FO1220 ALBUQUERQUE RAD KRZY MAST           APPROX. 3.1 KM 1072054.4 |
 FO1244| CD3203 CANDELARIA RM 1                      22.028 METERS 20952     |
 FO1244| CD3204 CANDELARIA RM 2                      22.495 METERS 30204     |
 FO1244| FO1241 AAA SITE T 3                        462.947 METERS 3491154.3 |
 FO1244|---------------------------------------------------------------------|
 FO1244
 FO1244                          SUPERSEDED SURVEY CONTROL
 FO1244
 FO1244  ELLIP H (12/21/93) 1530.54   (m)                       GP(       ) 4 1
 FO1244  ELLIP H (07/01/93) 1530.56   (m)                       GP(       ) 4 2
 FO1244  NAD 83(1986)-  35 06 51.39414(N)    106 37 22.41897(W) AD(       ) 1
 FO1244  NAD 27      -  35 06 51.23014(N)    106 37 20.32785(W) AD(       ) 1
 FO1244  NGVD 29 (07/19/86) 1550.9    (m)         5088.     (f) VERT ANG       
 FO1244
 FO1244.Superseded values are not recommended for survey control.
 FO1244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1244.See file dsdata.txt to determine how the superseded data were derived.
 FO1244
 FO1244_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU5210886921(NAD 83)
 FO1244_MARKER: DS = TRIANGULATION STATION DISK
 FO1244_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FO1244_SP_SET: CONCRETE POST
 FO1244_STAMPING: CANDELARIA 1969
 FO1244_MARK LOGO: CGS   
 FO1244_MAGNETIC: N = NO MAGNETIC MATERIAL
 FO1244_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO1244+STABILITY: SURFACE MOTION
 FO1244_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FO1244+SATELLITE: SATELLITE OBSERVATIONS - October 06, 2004
 FO1244
 FO1244  HISTORY     - Date     Condition        Report By
 FO1244  HISTORY     - 1969     MONUMENTED       CGS
 FO1244  HISTORY     - 1969     GOOD             CGS
 FO1244  HISTORY     - 19911201 GOOD             NM0030
 FO1244  HISTORY     - 20041006 GOOD             GEOCAC
 FO1244
 FO1244                          STATION DESCRIPTION
 FO1244
 FO1244'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JLC)
 FO1244'THE STATION IS LOCATED ABOUT 1/2 MILE NORTH OF THE JUNCTION OF
 FO1244'INTERSTATE 25 AND INTERSTATE 40 IN THE MEDIAN OF CANDELARIA ROAD
 FO1244'AT ITS JUNCTION WITH THE EAST FRONTAGE ROAD OF INTERSTATE 25.
 FO1244'
 FO1244'THE STATION IS A STANDARD DISK STAMPED CANDELARIA 1969, SET IN
 FO1244'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 FO1244'WITH THE GROUND.  IT IS 78 FEET EAST-SOUTHEAST OF A METAL STOP
 FO1244'SIGN, 73 FEET NORTH-NORTHEAST OF A METAL LAMP POLE, 64 FEET SOUTH
 FO1244'OF THE SOUTH CURB OF THE WEST BOUND LANES OF CANDELARIA ROAD
 FO1244'AND 53 FEET EAST OF THE EAST CURB OF THE FRONTAGE ROAD.
 FO1244'
 FO1244'REFERENCE MARK 1 IS A STANDARD DISK STAMPED CANDELARIA NO 1 1969,
 FO1244'CEMENTED IN A DRILL HOLE IN THE NORTHEAST CORNER OF A CONCRETE
 FO1244'BASE OF A METAL LAMP POLE.  IT IS FLUSH WITH THE GROUND.
 FO1244'
 FO1244'REFERENCE MARK 2 IS A STANDARD DISK STAMPED CANDELARIA NO 2 1969,
 FO1244'CEMENTED IN A DRILL HOLE IN THE EAST CURB OF THE FRONTAGE ROAD.
 FO1244'IT IS 9 FEET SOUTH OF THE METAL STOP SIGN.
 FO1244'
 FO1244'THE AZIMUTH MARK IS A U.S. ARMY CORPS OF ENGINEERS SURVEY DISK
 FO1244'STAMPED AAA-SITE-T-NO-3 1951 ALBUQUERQUE DISTRICT, SET IN THE
 FO1244'TOP OF A 7-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS
 FO1244'12 INCHES.  IT IS 30 FEET WEST OF THE CENTER OF THE FRONTAGE
 FO1244'ROAD, 19.4 FEET EAST OF A CHAIN LINK FENCE AND 3.1 FEET SOUTHEAST
 FO1244'OF A METAL WITNESS POST.
 FO1244'
 FO1244'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON THE
 FO1244'FRONTAGE ROAD FOR 0.3 MILE TO THE MARK ON THE LEFT.
 FO1244'
 FO1244'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 FO1244
 FO1244                          STATION RECOVERY (1969)
 FO1244
 FO1244'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 FO1244'RECOVERED IN GOOD CONDITION.
 FO1244
 FO1244                          STATION RECOVERY (1991)
 FO1244
 FO1244'RECOVERY NOTE BY CITY OF ALBUQUERQUE NEW MEXICO 1991
 FO1244'THE STATION IS LOCATED ABOUT 0.5 MI (0.8 KM) NORTH OF THE INTERSECTION
 FO1244'OF INTERSTATE 25 (I-25) AND INTERSTATE 40 (I-40) IN ALBUQUERQUE AT
 FO1244'THE INTERSECTION OF CANDELARIA ROAD AND I-25.
 FO1244'TO REACH THE STATION FROM THE INTERSECTION OF I-25 AND I-40, GO NORTH
 FO1244'ON I-25 FOR 0.6 MI (1.0 KM) TO THE CANDELARIA ROAD EXIT.  THE STATION
 FO1244'IS IN THE NORTHEAST QUADRANT OF THE INTERSECTION OF THE I-25
 FO1244'NORTHBOUND FRONTAGE ROAD/UNIVERSITY BOULEVARD NE AND CANDELARIA ROAD.
 FO1244'THE STATION IS A STANDARD USCGS TRIANGULATION DISK STAMPED
 FO1244'---CANDELARIA 1969--- SET IN THE TOP OF A 0.3 M (1.0 FT) CYLINDRICAL
 FO1244'CONCRETE MONUMENT SET FLUSH WITH THE GROUND. IT IS 24.7 M (81.0 FT)
 FO1244'NORTH OF A CANDELARIA BOULEVARD TRAFFIC MEDIAN AND 20.5 M (67.3 FT)
 FO1244'EAST OF THE TRAFFIC MEDIAN BETWEEN AN I-25 EXIT RAMP AND THE I-25
 FO1244'NORTHBOUND FRONTAGE ROAD.
 FO1244
 FO1244                          STATION RECOVERY (2004)
 FO1244
 FO1244'RECOVERY NOTE BY GEOCACHING 2004 (BMC)
 FO1244'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0430 ***********************************************************************
 GN0430  DESIGNATION -  CANJILON
 GN0430  PID         -  GN0430
 GN0430  STATE/COUNTY-  NM/RIO ARRIBA
 GN0430  USGS QUAD   -  CANJILON MOUNTAIN (1995)
 GN0430
 GN0430                         *CURRENT SURVEY CONTROL
 GN0430  ___________________________________________________________________
 GN0430* NAD 83(1992)-  36 34 04.50240(N)    106 21 06.21465(W)     ADJUSTED  
 GN0430* NAVD 88     -      3330.     (meters)   10925.     (feet)  SCALED    
 GN0430  ___________________________________________________________________
 GN0430  LAPLACE CORR-           7.93  (seconds)                    DEFLEC99
 GN0430  GEOID HEIGHT-         -17.36  (meters)                     GEOID03
 GN0430
 GN0430  HORZ ORDER  -  SECOND
 GN0430
 GN0430.The horizontal coordinates were established by classical geodetic methods
 GN0430.and adjusted by the National Geodetic Survey in December 1993..
 GN0430
 GN0430.The orthometric height was scaled from a topographic map.
 GN0430
 GN0430.The Laplace correction was computed from DEFLEC99 derived deflections.
 GN0430
 GN0430.The geoid height was determined by GEOID03.
 GN0430
 GN0430;                    North         East     Units Scale Factor Converg.
 GN0430;SPC NM C     -   617,529.939   490,895.105   MT  0.99990102   -0 03 38.2
 GN0430;SPC NM C     - 2,026,012.81  1,610,545.02   sFT  0.99990102   -0 03 38.2
 GN0430;UTM  13      - 4,047,791.895   379,048.315   MT  0.99978024   -0 48 19.5
 GN0430
 GN0430!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GN0430!SPC NM C     -   0.99948046  x   0.99990102  =   0.99938153
 GN0430!UTM  13      -   0.99948046  x   0.99978024  =   0.99926081
 GN0430
 GN0430                          SUPERSEDED SURVEY CONTROL
 GN0430
 GN0430  NAD 83(1986)-  36 34 04.50426(N)    106 21 06.22089(W) AD(       ) 2
 GN0430  NAD 27      -  36 34 04.44560(N)    106 21 04.12160(W) AD(       ) 2
 GN0430
 GN0430.Superseded values are not recommended for survey control.
 GN0430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0430.See file dsdata.txt to determine how the superseded data were derived.
 GN0430
 GN0430_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCA7904847792(NAD 83)
 GN0430_MARKER: DB = BENCH MARK DISK
 GN0430_SETTING: 80 = SET IN A BOULDER
 GN0430_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GN0430+STABILITY: SURFACE MOTION
 GN0430
 GN0430  HISTORY     - Date     Condition        Report By
 GN0430  HISTORY     - 1961     MONUMENTED       USGS
 GN0430  HISTORY     - 19780811 GOOD             USGS
 GN0430
 GN0430                          STATION DESCRIPTION
 GN0430
 GN0430'DESCRIBED BY US GEOLOGICAL SURVEY 1961 (HWK)
 GN0430'25 MILES NORTH OF ABIQUIU, 13-1/2 MILES SOUTHEAST OF TIERRA
 GN0430'AMARILLA AND 8 MILES NORTHEAST OF CANJILON, ON TOP OF A HIGH
 GN0430'BARE MOUNTAIN, KNOWN AS CANJILON MOUNTAIN AND IN THE CARSON
 GN0430'NATIONAL FOREST.
 GN0430'
 GN0430'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION JILON,
 GN0430'DISTANCE BEING 41.77 FEET (12.734 METERS) SOUTHWEST OF STATION
 GN0430'JILON.  THE MARK IS A U.S. GEOLOGICAL SURVEY DISK STAMPED
 GN0430'CANJILON, AND IS CEMENTED IN A BOULDER WHICH PROJECTS 5 INCHES
 GN0430'ABOVE THE SURFACE OF THE GROUND.
 GN0430
 GN0430                          STATION RECOVERY (1978)
 GN0430
 GN0430'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978 (RCN)
 GN0430'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0675 ***********************************************************************
 EO0675  DESIGNATION -  CANNON AFB CENTER TANK
 EO0675  PID         -  EO0675
 EO0675  STATE/COUNTY-  NM/CURRY
 EO0675  USGS QUAD   -  PORTAIR (1985)
 EO0675
 EO0675                         *CURRENT SURVEY CONTROL
 EO0675  ___________________________________________________________________
 EO0675* NAD 83(1992)-  34 23 45.76645(N)    103 19 47.79094(W)     ADJUSTED  
 EO0675* NAVD 88     -                                                        
 EO0675  ___________________________________________________________________
 EO0675  LAPLACE CORR-          -2.89  (seconds)                    DEFLEC99
 EO0675  GEOID HEIGHT-         -23.35  (meters)                     GEOID03
 EO0675
 EO0675  HORZ ORDER  -  THIRD
 EO0675
 EO0675.The horizontal coordinates were established by classical geodetic methods
 EO0675.and adjusted by the National Geodetic Survey in December 1993..
 EO0675
 EO0675
 EO0675.The Laplace correction was computed from DEFLEC99 derived deflections.
 EO0675
 EO0675.The geoid height was determined by GEOID03.
 EO0675
 EO0675;                    North         East     Units Scale Factor Converg.
 EO0675;SPC NM E     -   377,041.079   257,259.014   MT  1.00001397   +0 34 00.7
 EO0675;SPC NM E     - 1,237,008.94    844,023.95   sFT  1.00001397   +0 34 00.7
 EO0675;UTM  13      - 3,807,334.318   653,514.736   MT  0.99989049   +0 56 37.0
 EO0675
 EO0675                          SUPERSEDED SURVEY CONTROL
 EO0675
 EO0675  NAD 83(1986)-  34 23 45.77464(N)    103 19 47.78263(W) AD(       ) 4
 EO0675  NAD 27      -  34 23 45.49340(N)    103 19 45.95556(W) AD(       ) 3
 EO0675
 EO0675.Superseded values are not recommended for survey control.
 EO0675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0675.See file dsdata.txt to determine how the superseded data were derived.
 EO0675
 EO0675_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFU5351507334(NAD 83)
 EO0675_MARKER: 51 = TANK
 EO0675_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EO0675+SATELLITE: SATELLITE OBSERVATIONS - July 19, 2003
 EO0675
 EO0675  HISTORY     - Date     Condition        Report By
 EO0675  HISTORY     - 1972     FIRST OBSERVED   NGS
 EO0675  HISTORY     - 1979     GOOD             NGS
 EO0675  HISTORY     - 20030719 GOOD             USPSQD
 EO0675  HISTORY     - 20051023 GOOD             GEOCAC
 EO0675
 EO0675                          STATION DESCRIPTION
 EO0675
 EO0675'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 EO0675'THE CENTER 1 OF 3 WATER TANKS AT CANNON AIR FORCE BASE, ABOUT 7
 EO0675'MILES WEST OF CLOVIS AND 1/2 MILE SOUTH OF U.S. HIGHWAY 60 AND 84.
 EO0675'THE TANKS ARE SET CLOSE TOGETHER IN A NORTHEAST - SOUTHWEST LINE
 EO0675'AND ARE PAINTED RED AND WHITE IN CHECKERBOARD DESIGN.  POINT
 EO0675'OBSERVED IS THE AIRWAY BEACON MOUNTED AT THE TOP CENTER OF THE
 EO0675'MIDDLE WATER TANK.
 EO0675
 EO0675                          STATION RECOVERY (1979)
 EO0675
 EO0675'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (VEN)
 EO0675'RECOVERED AS DESCRIBED IN GOOD CONDITION
 EO0675'EXCEPT THAT ALL THREE TANKS ARE NOW PAINTED BLUE.
 EO0675'
 EO0675'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7 MI W OF CLOVIS.
 EO0675
 EO0675                          STATION RECOVERY (2003)
 EO0675
 EO0675'RECOVERY NOTE BY US POWER SQUADRON 2003 (RPJ)
 EO0675'RECOVERED IN GOOD CONDITION.
 EO0675
 EO0675                          STATION RECOVERY (2005)
 EO0675
 EO0675'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 EO0675'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0569 ***********************************************************************
 GN0569  DESIGNATION -  CANON
 GN0569  PID         -  GN0569
 GN0569  STATE/COUNTY-  NM/SANDOVAL
 GN0569  USGS QUAD   -  FIVE LAKES CANYON NW (1963)
 GN0569
 GN0569                         *CURRENT SURVEY CONTROL
 GN0569  ___________________________________________________________________
 GN0569* NAD 83(1992)-  36 08 10.33472(N)    107 14 53.41496(W)     ADJUSTED  
 GN0569* NAVD 88     -      2178.0    (meters)    7146.     (feet)  VERTCON   
 GN0569  ___________________________________________________________________
 GN0569  LAPLACE CORR-           3.91  (seconds)                    DEFLEC99
 GN0569  GEOID HEIGHT-         -20.09  (meters)                     GEOID03
 GN0569
 GN0569  HORZ ORDER  -  SECOND
 GN0569
 GN0569.The horizontal coordinates were established by classical geodetic methods
 GN0569.and adjusted by the National Geodetic Survey in December 1993..
 GN0569
 GN0569.The NAVD 88 height was computed by applying the VERTCON shift value to
 GN0569.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GN0569
 GN0569.The Laplace correction was computed from DEFLEC99 derived deflections.
 GN0569
 GN0569.The geoid height was determined by GEOID03.
 GN0569
 GN0569;                    North         East     Units Scale Factor Converg.
 GN0569;SPC NM C     -   570,086.113   410,163.838   MT  0.99999941   -0 35 19.2
 GN0569;SPC NM C     - 1,870,357.52  1,345,679.19   sFT  0.99999941   -0 35 19.2
 GN0569;UTM  13      - 4,001,396.724   297,710.758   MT  1.00010423   -1 19 34.4
 GN0569
 GN0569!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GN0569!SPC NM C     -   0.99966144  x   0.99999941  =   0.99966085
 GN0569!UTM  13      -   0.99966144  x   1.00010423  =   0.99976564
 GN0569
 GN0569|---------------------------------------------------------------------|
 GN0569| PID    Reference Object                     Distance      Geod. Az  |
 GN0569|                                                           dddmmss.s |
 GN0569| CD3206 CANON RM 1                           10.819 METERS 06150     |
 GN0569| CD3207 CANON RM 2                           11.289 METERS 19239     |
 GN0569| CD3205 CANON AZ MK                                        3110322.8 |
 GN0569|---------------------------------------------------------------------|
 GN0569
 GN0569                          SUPERSEDED SURVEY CONTROL
 GN0569
 GN0569  NAD 83(1986)-  36 08 10.33431(N)    107 14 53.41982(W) AD(       ) 2
 GN0569  NAD 27      -  36 08 10.28260(N)    107 14 51.25980(W) AD(       ) 2
 GN0569  NGVD 29 (07/19/86) 2176.9    (m)         7142.     (f) VERT ANG       
 GN0569
 GN0569.Superseded values are not recommended for survey control.
 GN0569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0569.See file dsdata.txt to determine how the superseded data were derived.
 GN0569
 GN0569_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBA9771101397(NAD 83)
 GN0569_MARKER: DS = TRIANGULATION STATION DISK
 GN0569_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GN0569
 GN0569  HISTORY     - Date     Condition        Report By
 GN0569  HISTORY     - 1958     MONUMENTED       CGS
 GN0569  HISTORY     - 1971     GOOD             NMHD
 GN0569
 GN0569                          STATION DESCRIPTION
 GN0569
 GN0569'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RLE)
 GN0569'THE STATION IS LOCATED AIRLINE, ABOUT 14 MILES NORTHWEST
 GN0569'OF CUBA, ABOUT 13 MILES SOUTHWEST OF REGINA AND ABOUT 0.4
 GN0569'MILE SOUTH-SOUTHWEST OF STATE HIGHWAY 44, ON THE NORTHEAST
 GN0569'END AND HIGHEST PART OF A LOW, BRUSH COVERED HILL.
 GN0569'
 GN0569'THE STATION IS A STANDARD DISK STAMPED CANON 1958 SET IN
 GN0569'TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS ABOUT
 GN0569'4 INCHES ABOVE THE GROUND.
 GN0569'
 GN0569'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED CANON
 GN0569'NO 1 1958 SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 GN0569'WHICH PROJECTS ABOUT 4 INCHES ABOVE THE GROUND AND IS ABOUT
 GN0569'2 FEET LOWER THAN THE STATION.
 GN0569'
 GN0569'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED CANON
 GN0569'NO 2 1958 SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 GN0569'WHICH PROJECTS ABOUT 4 INCHES ABOVE THE GROUND AND IS ABOUT
 GN0569'2 FEET LOWER THAN THE STATION.
 GN0569'
 GN0569'THE MEASUREMENT BETWEEN THE REFERENCE MARKS IS 65.98 FEET.
 GN0569'
 GN0569'THE AZIMUTH MARK IS A STANDARD DISK STAMPED CANON 1958 BRAZED
 GN0569'TO THE TOP OF A 3-INCH IRON PIPE WHICH PROJECTS ABOUT 6 INCHES
 GN0569'ABOVE THE GROUND.  IT IS 82 FEET SOUTH OF THE CENTER LINE
 GN0569'OF A JUNCTION FORMED BY STATE HIGHWAY 44 AND A DIRT SIDE
 GN0569'ROAD, 25 FEET EAST-NORTHEAST OF THE CENTER OF A DIRT SIDE
 GN0569'ROAD AND 4 FEET EAST-NORTHEAST OF THE NORTHEAST CORNER OF A
 GN0569'SMALL WHITE BUILDING.
 GN0569'
 GN0569'TO REACH THE STATION FROM THE POST OFFICE IN CUBA, GO NORTH
 GN0569'ON STATE HIGHWAY 44 FOR 20.1 MILES TO A SMALL WHITE BUILDING,
 GN0569'A SIDE ROAD LEFT, AND THE AZIMUTH MARK.  THIS IS ABOUT 0.15
 GN0569'MILE BEFORE REACHING A WOODEN BRIDGE.  TURN LEFT OFF THE
 GN0569'HIGHWAY AND GO SOUTH ON THE DIRT SIDE ROAD FOR 0.65 MILE,
 GN0569'TURN LEFT ONTO A FAINT TRACK ROAD AND GO EASTERLY FOR 0.7
 GN0569'MILE.  TAKE THE LEFT FORK AND GO NORTHWESTERLY ON THE TRACK
 GN0569'ROAD AND CROSS COUNTRY UPHILL FOR 0.2 MILE TO THE TOP OF THE
 GN0569'HILL.  TURN RIGHT AND GO NORTHEASTERLY ALONG THE RIDGE FOR
 GN0569'0.05 MILE TO THE NORTHEAST END OF THE HILL AND THE STATION.
 GN0569
 GN0569                          STATION RECOVERY (1971)
 GN0569
 GN0569'RECOVERY NOTE BY NM HIGHWAY DEPT 1971
 GN0569'CANON 1958-GOOD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0453 ***********************************************************************
 GN0453  DESIGNATION -  CANONES
 GN0453  PID         -  GN0453
 GN0453  STATE/COUNTY-  NM/RIO ARRIBA
 GN0453  USGS QUAD   -  CANONES (1995)
 GN0453
 GN0453                         *CURRENT SURVEY CONTROL
 GN0453  ___________________________________________________________________
 GN0453* NAD 83(1992)-  36 13 38.53838(N)    106 25 29.37058(W)     ADJUSTED  
 GN0453* NAVD 88     -      2256.1    (meters)    7402.     (feet)  VERTCON   
 GN0453  ___________________________________________________________________
 GN0453  LAPLACE CORR-          -1.08  (seconds)                    DEFLEC99
 GN0453  GEOID HEIGHT-         -18.63  (meters)                     GEOID03
 GN0453
 GN0453  HORZ ORDER  -  FIRST
 GN0453
 GN0453.The horizontal coordinates were established by classical geodetic methods
 GN0453.and adjusted by the National Geodetic Survey in December 1993..
 GN0453
 GN0453.The NAVD 88 height was computed by applying the VERTCON shift value to
 GN0453.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GN0453
 GN0453.The Laplace correction was computed from DEFLEC99 derived deflections.
 GN0453
 GN0453.The geoid height was determined by GEOID03.
 GN0453
 GN0453;                    North         East     Units Scale Factor Converg.
 GN0453;SPC NM C     -   579,753.961   484,284.055   MT  0.99990304   -0 06 12.0
 GN0453;SPC NM C     - 1,902,076.12  1,588,855.27   sFT  0.99990304   -0 06 12.0
 GN0453;UTM  13      - 4,010,108.858   371,949.517   MT  0.99980203   -0 50 31.8
 GN0453
 GN0453!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GN0453!SPC NM C     -   0.99964897  x   0.99990304  =   0.99955204
 GN0453!UTM  13      -   0.99964897  x   0.99980203  =   0.99945107
 GN0453
 GN0453|---------------------------------------------------------------------|
 GN0453| PID    Reference Object                     Distance      Geod. Az  |
 GN0453|                                                           dddmmss.s |
 GN0453| CD3208 CANONES RM 1                         15.452 METERS 17758     |
 GN0453| CD3209 CANONES RM 2                          6.707 METERS 25942     |
 GN0453| GN0152 16 D                                APPROX. 4.4 KM 3203127.8 |
 GN0453| GN0455 CORP                                APPROX. 1.6 KM 3454257.0 |
 GN0453|---------------------------------------------------------------------|
 GN0453
 GN0453                          SUPERSEDED SURVEY CONTROL
 GN0453
 GN0453  NAD 83(1986)-  36 13 38.54169(N)    106 25 29.37578(W) AD(       ) 1
 GN0453  NAD 27      -  36 13 38.47670(N)    106 25 27.26410(W) AD(       ) 1
 GN0453  NGVD 29 (07/19/86) 2255.0    (m)         7398.     (f) VERT ANG       
 GN0453
 GN0453.Superseded values are not recommended for survey control.
 GN0453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0453.See file dsdata.txt to determine how the superseded data were derived.
 GN0453
 GN0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCA7195010109(NAD 83)
 GN0453_MARKER: DS = TRIANGULATION STATION DISK
 GN0453_SETTING: 80 = SET IN A BOULDER
 GN0453_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 GN0453
 GN0453  HISTORY     - Date     Condition        Report By
 GN0453  HISTORY     - 1945     MONUMENTED       CGS
 GN0453  HISTORY     - 1961     SEE DESCRIPTION  CGS
 GN0453
 GN0453                          STATION DESCRIPTION
 GN0453
 GN0453'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (CAE)
 GN0453'THE STATION IS LOCATED ON A HIGH BLUFF RISING TO THE S OF
 GN0453'THE RIO CHAMA AND ABOUT 3/4 MILE SE OF THE JUNCTION OF CANONES
 GN0453'CREEK AND THE RIO CHAMA.  IT IS ABOUT 50 FEET S OF THE N TIP
 GN0453'AND JUST ABOUT ON THE LOWEST POINT OF THE BLUFF.  IN APPROXIMATE
 GN0453'AIRLINE DISTANCES IT IS LOCATED 17 MILES S OF CANJILON, 15
 GN0453'MILES SW OF EL RITO, 11 MILES E OF COYOTE, AND 7 MILES WNW OF
 GN0453'ABIQUIU.
 GN0453'
 GN0453'TO REACH THE STATION FROM THE ABIQUIU SERVICE STATION WHICH IS
 GN0453'ON U.S. HIGHWAY 84 AND STATE HIGHWAY 96 NEAR ABIQUIU, GO W
 GN0453'ON HIGHWAY 84 AND HIGHWAY 96 FOR 9.3 MILES TO WHERE HIGHWAY
 GN0453'96 TURNS OFF TO THE LEFT.  TURN LEFT AND FOLLOW HIGHWAY 96
 GN0453'S ACROSS THE RIO CHAMA AND UP ONTO A LOW PLATEAU, GOING 1.35
 GN0453'MILES TO A DIRT ROAD COMING IN ON THE LEFT.  TAKE THE LEFT
 GN0453'FORK ON THE DIRT ROAD AND GO 0.1 MILE TO STATION B.M. 16 D
 GN0453'(U.S.G.S.).  CONTINUE STRAIGHT AHEAD GOING 0.95 MILE TO A
 GN0453'WIRE GATE.  PASS THROUGH THIS GATE AND CONTINUE STRAIGHT
 GN0453'AHEAD GOING 0.25 MILE TO A FORK.  TAKE LEFT FORK AND FOLLOW
 GN0453'THE OLD ROAD ALONG THE RIVERS EDGE 0.6 MILE TO A BRIDGE
 GN0453'OVER CANONES CREEK AND THE END OF TRUCK TRAVEL.  FROM HERE
 GN0453'PACK SE UP A STEEP BANK AND THEN ACROSS FLAT PLATEAU TO
 GN0453'THE BASE OF A RIDGE, THENCE PACK UP THE RIDGE TO THE TOP
 GN0453'OF THE BLUFF.  TURN LEFT AND PACK ALONG THE EDGE OF THE BLUFF
 GN0453'TO THE APPROXIMATE LOWEST POINT AND THE STATION.
 GN0453'
 GN0453'THE STATION IS A BRONZE STATION DISK STAMPED CANONES 1945
 GN0453'AND SET IN A BOULDER WHICH PROJECTS 2 INCHES ABOVE THE SURROUNDING
 GN0453'SURFACE.  IT IS LOCATED 23 FEET E OF A SMALL PINE TREE WITH
 GN0453'A TRIANGULAR BLAZE ON IT AND 14 FEET W OF THE E EDGE OF THE
 GN0453'BLUFF.
 GN0453'
 GN0453'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK STAMPED CANONES
 GN0453'NO 1 1945, SET IN A BOULDER WHICH PROJECTS 10 INCHES ABOVE
 GN0453'THE SURROUNDING SURFACE, AND ABOUT 1 FOOT HIGHER THAN THE
 GN0453'STATION.  IT IS LOCATED S OF THE STATION AND ABOUT 8 FEET
 GN0453'W OF THE E EDGE OF THE BLUFF.
 GN0453'
 GN0453'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK STAMPED CANONES
 GN0453'NO 2 1945, SET IN A BOULDER WHICH PROJECTS 8 INCHES ABOVE
 GN0453'THE SURROUNDING SURFACE, AND ABOUT 1-1/2 FEET HIGHER THAN
 GN0453'THE STATION.  IT IS LOCATED W OF THE STATION, JUST ON THE E
 GN0453'SIDE OF THE SMALL BLAZED PINE TREE MENTIONED ABOVE.
 GN0453'
 GN0453'STATION B.M. 16 D (U.S.G.S.) WAS USED FOR THE AZIMUTH MARK
 GN0453'OF THIS STATION.  THERE WAS NO SEPARATE AZIMUTH MARK.
 GN0453'
 GN0453'HEIGHT OF LIGHT ABOVE STATION MARK - 1.2 METERS.
 GN0453
 GN0453                          STATION RECOVERY (1961)
 GN0453
 GN0453'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (HWK)
 GN0453'THE STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK
 GN0453'NO. 2 WAS RECOVERED AND FOUND TO BE IN GOOD CONDITION.  THE
 GN0453'DISTANCE AND DIRECTION TO REFERENCE MARK NO. 1 WAS VERIFIED.
 GN0453'THE DISTANCE TO REFERENCE MARK NO. 2 WAS FOUND TO BE .019
 GN0453'METERS SHORTER THAN THE 1945 MEASUREMENT.  A DIFFERENCE IN
 GN0453'DIRECTION TO REFERENCE MARK NO. 2 WAS FOUND TO BE 6 MINUTES
 GN0453'28 SECONDS.
 GN0453'
 GN0453'TRIANGULATION STATION CORP WAS USED AS THE AZIMUTH MARK.
 GN0453'(FOR INFORMATION SEE THE DESCRIPTION TO TRIANGULATION STATION
 GN0453'CORP).
 GN0453'
 GN0453'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.  (30 MINUTE PACK
 GN0453'WITH 4-WHEEL DRIVE.)
 GN0453'
 GN0453'THE STATION IS APPROXIMATELY 8 MILES NORTHEAST OF YOUNGVILLE,
 GN0453'2 MILES SOUTHEAST OF STATE HIGHWAY 96, 1-3/4 MILES SOUTHWEST
 GN0453'OF U.S. HIGHWAY 84 AND AT THE NORTHWEST EDGE OF A LARGE MESA.
 GN0453'
 GN0453'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 84
 GN0453'AND STATE HIGHWAY 96, APPROXIMATELY 8 MILES NORTHEAST OF
 GN0453'YOUNGVILLE, GO SOUTHEAST ON HIGHWAY 84 FOR 3.3 MILES TO A
 GN0453'SIGN ABIQUIU DAM ON THE LEFT AND A SIDE ROAD ON THE RIGHT.
 GN0453'TURN RIGHT ON A SURFACE ROAD FOR 1.3 MILES TO A REVERSE-Y.
 GN0453'TURN SHARP RIGHT AND GO 0.9 MILE TO THE END OF THE SURFACE
 GN0453'ROAD.  CONTINUE STRAIGHT AHEAD FOR 0.15 MILE TO A T-ROAD.
 GN0453'TURN RIGHT FOR 0.05 MILE TO A ROAD FORK.  BEAR LEFT,
 GN0453'SOUTHWEST, FOR 0.05 MILE TO A ROAD FORK.  BEAR LEFT, WEST,
 GN0453'PASSING UNDER A CONVEYOR BELT FOR 0.3 MILE TO A METAL
 GN0453'CULVERT.  CROSS THE CULVERT AND CONTINUE WESTERLY ON A
 GN0453'DIRT ROAD FOR 0.1 MILE TO A ROAD FORK.  BEAR RIGHT AND
 GN0453'CONTINUE WESTERLY ON THE DIRT ROAD FOR 0.3 MILE TO A ROAD
 GN0453'FORK, APPROXIMATELY 50 FEET NORTH OF TWO POWER POLES.  BEAR
 GN0453'RIGHT, UPHILL, ON A VERY ROCKY AND ROUGH ROAD FOR 1.0 MILE
 GN0453'TO AN OPEN AREA AND END OF ROAD.  FROM HERE GO NORTHEAST FOR
 GN0453'0.3 MILE ACROSS OPEN COUNTRY TO AN 8-INCH PINE TREE
 GN0453'WITH A BLAZE.  TURN RIGHT, EAST, FOR 0.05 MILE TO THE
 GN0453'BASE OF THE HILL AND END OF TRUCK TRAVEL.  FROM HERE PACK
 GN0453'EAST TO THE TOP OF THE HILL, THEN NORTH ALONG THE WEST
 GN0453'EDGE OF THE HILL TO THE NORTHWEST EDGE OF THE HILL AND THE
 GN0453'STATION.
 GN0453'
 GN0453'THE STATION MARK IS A STANDARD DISK STAMPED CANONES 1945,
 GN0453'CEMENTED IN A DRILLED HOLE IN A LARGE BOULDER WHICH PROJECTS
 GN0453'4 INCHES.  IT IS 22.5 FEET EAST OF A 10-INCH PINE TREE.
 GN0453'
 GN0453'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED CANONES NO
 GN0453'1 1945, IS CEMENTED IN A DRILLED HOLE IN A LARGE BOULDER WHICH
 GN0453'PROJECTS 3 INCHES.  IT IS APPROXIMATELY 15 FEET WEST OF THE EAST
 GN0453'EDGE OF THE HILL AND APPROXIMATELY 3 FEET HIGHER IN ELEVATION
 GN0453'THAN THE STATION.
 GN0453'
 GN0453'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED CANONES NO 2 1945,
 GN0453'IS CEMENTED IN A DRILLED HOLE IN A SMALL BOULDER WHICH PROJECTS
 GN0453'8 INCHES.  IT IS 1 FOOT EAST OF THE 10-INCH PINE TREE AND
 GN0453'APPROXIMATELY 2 FEET HIGHER IN ELEVATION THAN THE STATION.
 GN0453'
 GN0453'NOTE.  REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS1348 ***********************************************************************
 DS1348  DESIGNATION -  CANTARECIO 2
 DS1348  PID         -  DS1348
 DS1348  STATE/COUNTY-  NM/SOCORRO
 DS1348  USGS QUAD   -  PARAJE WELL (1980)
 DS1348
 DS1348                         *CURRENT SURVEY CONTROL
 DS1348  ___________________________________________________________________
 DS1348* NAD 83(1992)-  33 33 32.10065(N)    107 05 58.15380(W)     ADJUSTED  
 DS1348* NAVD 88     -      1391.     (meters)    4564.     (feet)  SCALED    
 DS1348  ___________________________________________________________________
 DS1348  LAPLACE CORR-          -0.92  (seconds)                    DEFLEC99
 DS1348  GEOID HEIGHT-         -22.95  (meters)                     GEOID03
 DS1348
 DS1348  HORZ ORDER  -  THIRD
 DS1348
 DS1348.The horizontal coordinates were established by classical geodetic methods
 DS1348.and adjusted by the National Geodetic Survey in December 1993..
 DS1348
 DS1348.The orthometric height was scaled from a topographic map.
 DS1348
 DS1348.The Laplace correction was computed from DEFLEC99 derived deflections.
 DS1348
 DS1348.The geoid height was determined by GEOID03.
 DS1348
 DS1348;                    North         East     Units Scale Factor Converg.
 DS1348;SPC NM C     -   284,057.746   421,123.763   MT  0.99997668   -0 28 10.6
 DS1348;SPC NM C     -   931,946.12  1,381,636.88   sFT  0.99997668   -0 28 10.6
 DS1348;SPC NM W     -   283,980.459   898,139.673   MT  0.99997389   +0 24 20.5
 DS1348;SPC NM W     -   931,692.56  2,946,646.58   sFT  0.99997389   +0 24 20.5
 DS1348;UTM  13      - 3,715,225.751   305,103.464   MT  1.00006831   -1 09 39.4
 DS1348
 DS1348!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS1348!SPC NM C     -   0.99978532  x   0.99997668  =   0.99976201
 DS1348!SPC NM W     -   0.99978532  x   0.99997389  =   0.99975922
 DS1348!UTM  13      -   0.99978532  x   1.00006831  =   0.99985362
 DS1348
 DS1348:                Primary Azimuth Mark                     Grid Az
 DS1348:SPC NM C     -  CANTARECIO 2 AZ MK                       028 07 38.1
 DS1348:SPC NM W     -  CANTARECIO 2 AZ MK                       027 15 07.0
 DS1348:UTM  13      -  CANTARECIO 2 AZ MK                       028 49 06.9
 DS1348
 DS1348|---------------------------------------------------------------------|
 DS1348| PID    Reference Object                     Distance      Geod. Az  |
 DS1348|                                                           dddmmss.s |
 DS1348| CD1740 CANTARECIO 2 AZ MK                                 0273927.5 |
 DS1348| CD1742 CANTARECIO 2 RM 2                    16.740 METERS 24520     |
 DS1348| CD1741 CANTARECIO 2 RM 1                    11.071 METERS 33243     |
 DS1348|---------------------------------------------------------------------|
 DS1348
 DS1348                          SUPERSEDED SURVEY CONTROL
 DS1348
 DS1348  NAD 83(1986)-  33 33 32.10808(N)    107 05 58.15675(W) AD(       ) 3
 DS1348  NAD 27      -  33 33 31.86238(N)    107 05 56.04719(W) AD(       ) 3
 DS1348
 DS1348.Superseded values are not recommended for survey control.
 DS1348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS1348.See file dsdata.txt to determine how the superseded data were derived.
 DS1348
 DS1348_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT0510315226(NAD 83)
 DS1348_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DS1348_SETTING: 0 = UNSPECIFIED SETTING
 DS1348
 DS1348  HISTORY     - Date     Condition        Report By
 DS1348  HISTORY     - 1954     MONUMENTED       BOR
 DS1348
 DS1348                          STATION DESCRIPTION
 DS1348
 DS1348'DESCRIBED BY US BUREAU OF RECLAMATION 1954 (WRH)
 DS1348'THE STATION IS LOCATED ON THE EXTREME EAST END OF A SMALL RIDGE
 DS1348'THAT EXTENDS FROM THE MESA OVERLOOKING THE RIO GRANDE RIVER
 DS1348'VALLEY.  IT IS ABOUT 28 MILES AIRLINE SOUTHWEST OF SAN ANTONIO,
 DS1348'4.5 MILES AIRLINE SOUTHEAST OF U.S. HIGHWAY 85, AND 1 MILE
 DS1348'AIRLINE NORTHWEST OF THE MAIN CONVEYANCE CHANNEL OF THE RIO
 DS1348'GRANDE RIVER.
 DS1348'
 DS1348'TO REACH FROM THE U.S. POST OFFICE IN SAN ANTONIO, GO SOUTH
 DS1348'AND SOUTHWEST ON U.S. HIGHWAY 85 FOR 26.3 MILES TO THE FORT
 DS1348'CRAIG STORE ON THE RIGHT.  CONTINUE ON U.S. HIGHWAY 85 FOR
 DS1348'2.3 MILES TO A CATTLE GUARD ON THE LEFT.  CROSS THE CATTLE
 DS1348'GUARD AND GO EAST AND SOUTHEAST ON GRAVEL ROAD FOR 4.7 MILES
 DS1348'TO TOP OF GRADE WHERE THE ROAD DROPS INTO THE RIO GRANDE
 DS1348'RIVER VALLEY AND THE AZIMUTH MARK ON THE RIGHT.  CONTINUE
 DS1348'SOUTHEAST, DOWNGRADE, FOR 0.35 MILE TO A SIDE ROAD RIGHT.
 DS1348'TURN RIGHT AND GO 0.5 MILE TO A DIM FORK.  TAKE RIGHT FORK AND
 DS1348'GO 0.1 MILE TO END OF TRUCK TRAVEL ON TOP OF A SMALL RISE.
 DS1348'FROM HERE PACK SOUTHWEST ABOUT 200 YARDS ACROSS BRUSHY FLAT
 DS1348'TO BASE OF SMALL STEEP-SIDED RIDGE.  CONTINUE ABOUT 75 YARDS,
 DS1348'UP EAST END OF RIDGE, TO THE STATION.
 DS1348'
 DS1348'THE STATION MARK IS A U.S. RECLAMATION SERVICE BENCH MARK DISK,
 DS1348'UNSTAMPED, RIVETED TO THE TOP OF A 3-INCH IRON PIPE THAT
 DS1348'PROJECTS 10 INCHES.  IT IS 10 FEET EAST OF A 3-FOOT CAIRN.
 DS1348'
 DS1348'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED CANTARECIO 2
 DS1348'NO 1 1954, BRAZED TO THE TOP OF A 2-INCH IRON PIPE THAT
 DS1348'PROJECTS 4 INCHES.  IT IS ON THE NORTH SLOPE OF THE RIDGE,
 DS1348'29 FEET NORTHWEST OF THE CAIRN AND ABOUT 1.5 FEET LOWER THAN THE
 DS1348'STATION.
 DS1348'
 DS1348'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED
 DS1348'CANTARECIO 2 NO 2 1954, BRAZED TO THE TOP OF A 2-INCH IRON PIPE
 DS1348'THAT PROJECTS 4 INCHES.  IT IS ON THE SOUTHEAST SLOPE OF THE
 DS1348'RIDGE, 54 FEET SOUTHWEST OF THE CAIRN AND ABOUT 1.5 FEET
 DS1348'LOWER THAN THE STATION.
 DS1348'
 DS1348'THE AZIMUTH MARK IS A STANDARD DISK STAMPED CANTARECIO 2 1954,
 DS1348'BRAZED TO THE TOP OF A 2-INCH IRON PIPE THAT PROJECTS 6 INCHES.
 DS1348'IT IS LOCATED NEAR THE EDGE OF THE MESA OVERLOOKING THE RIO
 DS1348'GRANDE VALLEY, 30 FEET SOUTH OF THE CENTER LINE OF A GRADED
 DS1348'ROAD, 11 FEET SOUTH OF THE EDGE OF A 5-FOOT CUTBANK, AND 5 FEET
 DS1348'SOUTH-SOUTHWEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0698 ***********************************************************************
 CE0698  DESIGNATION -  CANUTILLO
 CE0698  PID         -  CE0698
 CE0698  STATE/COUNTY-  NM/DONA ANA
 CE0698  USGS QUAD   -  LA UNION (1995)
 CE0698
 CE0698                         *CURRENT SURVEY CONTROL
 CE0698  ___________________________________________________________________
 CE0698* NAD 83(1992)-  31 55 30.50445(N)    106 41 01.33959(W)     ADJUSTED  
 CE0698* NAVD 88     -      1223.     (meters)    4012.     (feet)  SCALED    
 CE0698  ___________________________________________________________________
 CE0698  LAPLACE CORR-           1.21  (seconds)                    DEFLEC99
 CE0698  GEOID HEIGHT-         -24.15  (meters)                     GEOID03
 CE0698
 CE0698  HORZ ORDER  -  THIRD
 CE0698
 CE0698.The horizontal coordinates were established by classical geodetic methods
 CE0698.and adjusted by the National Geodetic Survey in December 1993..
 CE0698
 CE0698.The orthometric height was scaled from a topographic map.
 CE0698
 CE0698.The Laplace correction was computed from DEFLEC99 derived deflections.
 CE0698
 CE0698.The geoid height was determined by GEOID03.
 CE0698
 CE0698;                    North         East     Units Scale Factor Converg.
 CE0698;SPC NM C     -   102,649.012   458,988.475   MT  0.99992074   -0 13 45.7
 CE0698;SPC NM C     -   336,774.30  1,505,864.69   sFT  0.99992074   -0 13 45.7
 CE0698;UTM  13      - 3,533,375.073   340,825.770   MT  0.99991247   -0 53 26.0
 CE0698
 CE0698!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CE0698!SPC NM C     -   0.99981186  x   0.99992074  =   0.99973262
 CE0698!UTM  13      -   0.99981186  x   0.99991247  =   0.99972435
 CE0698
 CE0698:                Primary Azimuth Mark                     Grid Az
 CE0698:SPC NM C     -  MADA                                     288 16 34.9
 CE0698:UTM  13      -  MADA                                     288 56 15.2
 CE0698
 CE0698|---------------------------------------------------------------------|
 CE0698| PID    Reference Object                     Distance      Geod. Az  |
 CE0698|                                                           dddmmss.s |
 CE0698| CE0700 MADA                                APPROX. 6.3 KM 2880249.2 |
 CE0698|---------------------------------------------------------------------|
 CE0698
 CE0698                          SUPERSEDED SURVEY CONTROL
 CE0698
 CE0698  NAD 83(1986)-  31 55 30.50741(N)    106 41 01.33747(W) AD(       ) 3
 CE0698  NAD 27      -  31 55 30.13486(N)    106 40 59.35681(W) AD(       ) 3
 CE0698
 CE0698.Superseded values are not recommended for survey control.
 CE0698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0698.See file dsdata.txt to determine how the superseded data were derived.
 CE0698
 CE0698_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR4082633375(NAD 83)
 CE0698_MARKER: DD = SURVEY DISK
 CE0698_SETTING: 0 = UNSPECIFIED SETTING
 CE0698_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CE0698
 CE0698  HISTORY     - Date     Condition        Report By
 CE0698  HISTORY     - 1917     MONUMENTED       USGS
 CE0698
 CE0698                          STATION DESCRIPTION
 CE0698
 CE0698'DESCRIBED BY US GEOLOGICAL SURVEY 1917
 CE0698'4.0 MI. W. OF CANUTILLO, TEXAS, RAILROAD STATION AND POST OFFICE, 2.0
 CE0698'MI. N.OF MAIN RD. FROM EL PASO, TEXAS, TO DEMING, NEW MEXICO
 CE0698'-BORDERLAND HIGHWAY-, ON TOP OF MESA BLUFF AT A POINT WHERE A LONG
 CE0698'NARROW RIDGE FROM MESA PROJECTS FARTHEST E. INTO SAND HILL, 20 FT. SW.
 CE0698'OF SHARP ROCK EDGE OF BLUFF.  TO REACH STATION FROM THE E. BY THE
 CE0698'ROAD, TAKE WOOD HAULERS RD. FROM FOOT OF SAND HILLS ON W. SIDE OF
 CE0698'RIVER VALLEY AND FOLLOW IT W. PAST AN OLD VACANT, ADOBE HOUSE TO FOOT
 CE0698'OF PROJECTING POINT OF MESA, WHICH CAN BE CLIMBED ON FOOT ONLY AT THIS
 CE0698'POINT.
 CE0698'
 CE0698'STATION MARK - BRONZE TABLET CEMENTED IN TOP OF CEMENT POST, 5 IN.
 CE0698'SQUARE AT TOP AND 7 IN. SQUARE AT BOTTOM, 2 FT. LONG AND CASED WITH 1
 CE0698'IN. BOARDS WHICH IS SET IN GROUND WITH 2 IN PROJECTING.
 CE0698'
 CE0698'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0677 ***********************************************************************
 DT0677  DESIGNATION -  CANYON
 DT0677  PID         -  DT0677
 DT0677  STATE/COUNTY-  NM/GRANT
 DT0677  USGS QUAD   -  CANYON HILL (1965)
 DT0677
 DT0677                         *CURRENT SURVEY CONTROL
 DT0677  ___________________________________________________________________
 DT0677* NAD 83(1992)-  33 02 33.87209(N)    108 27 44.63460(W)     ADJUSTED  
 DT0677* NAVD 88     -      2243.     (meters)    7359.     (feet)  SCALED    
 DT0677  ___________________________________________________________________
 DT0677  LAPLACE CORR-           6.56  (seconds)                    DEFLEC99
 DT0677  GEOID HEIGHT-         -23.81  (meters)                     GEOID03
 DT0677
 DT0677  HORZ ORDER  -  THIRD
 DT0677
 DT0677.The horizontal coordinates were established by classical geodetic methods
 DT0677.and adjusted by the National Geodetic Survey in December 1993..
 DT0677
 DT0677.The orthometric height was scaled from a topographic map.
 DT0677
 DT0677.The Laplace correction was computed from DEFLEC99 derived deflections.
 DT0677
 DT0677.The geoid height was determined by GEOID03.
 DT0677
 DT0677;                    North         East     Units Scale Factor Converg.
 DT0677;SPC NM W     -   226,671.042   771,244.614   MT  0.99995922   -0 20 34.9
 DT0677;SPC NM W     -   743,669.91  2,530,325.04   sFT  0.99995922   -0 20 34.9
 DT0677;UTM  12      - 3,658,887.852   736,969.443   MT  1.00029243   +1 23 03.5
 DT0677
 DT0677!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DT0677!SPC NM W     -   0.99965172  x   0.99995922  =   0.99961096
 DT0677!UTM  12      -   0.99965172  x   1.00029243  =   0.99994405
 DT0677
 DT0677:                Primary Azimuth Mark                     Grid Az
 DT0677:SPC NM W     -  COPPERAS                                 072 44 34.7
 DT0677:UTM  12      -  COPPERAS                                 071 00 56.3
 DT0677
 DT0677|---------------------------------------------------------------------|
 DT0677| PID    Reference Object                     Distance      Geod. Az  |
 DT0677|                                                           dddmmss.s |
 DT0677| DT0673 COPPERAS                            APPROX.25.5 KM 0722359.8 |
 DT0677|---------------------------------------------------------------------|
 DT0677
 DT0677                          SUPERSEDED SURVEY CONTROL
 DT0677
 DT0677  NAD 83(1992)-  33 02 33.86856(N)    108 27 44.63788(W) AD(       ) 3
 DT0677  NAD 83(1986)-  33 02 33.86955(N)    108 27 44.63508(W) AD(       ) 3
 DT0677  NAD 27      -  33 02 33.62296(N)    108 27 42.43542(W) AD(       ) 3
 DT0677
 DT0677.Superseded values are not recommended for survey control.
 DT0677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0677.See file dsdata.txt to determine how the superseded data were derived.
 DT0677
 DT0677_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYB3696958888(NAD 83)
 DT0677
 DT0677  HISTORY     - Date     Condition        Report By
 DT0677  HISTORY     - 1907     MONUMENTED       USGS
 DT0677  HISTORY     - 1911     GOOD             USGS
 DT0677
 DT0677                          STATION DESCRIPTION
 DT0677
 DT0677'DESCRIBED BY US GEOLOGICAL SURVEY 1911
 DT0677'ON A SHARP BRUSHY HILL, ON ROCKY RIDGE S. AND E. OF GILA RIVER, ABOUT
 DT0677'6 MI. NE. OF CLIFF POST OFFICE.  EASILY ASCENDED FROM GILA RIVER, W.
 DT0677'OF STATION, UP LEVEL GRASSY RIDGE, THENCE TO FIRST GAP S. OF HILL,
 DT0677'THENCE N. ON RIDGE TO STATION.
 DT0677'
 DT0677'STATION MARK--BRONZE TRIANGULATION TABLET, CEMENTED IN SOLID ROCK.
 DT0677'
 DT0677'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1513 ***********************************************************************
 GL1513  DESIGNATION -  CAP
 GL1513  PID         -  GL1513
 GL1513  STATE/COUNTY-  NM/UNION
 GL1513  USGS QUAD   -  CAPULIN (1972)
 GL1513
 GL1513                         *CURRENT SURVEY CONTROL
 GL1513  ___________________________________________________________________
 GL1513* NAD 83(1992)-  36 44 20.45363(N)    103 59 48.76010(W)     ADJUSTED  
 GL1513* NAVD 88     -      2094.8    (meters)    6873.     (feet)  VERTCON   
 GL1513  ___________________________________________________________________
 GL1513  LAPLACE CORR-          -3.38  (seconds)                    DEFLEC99
 GL1513  GEOID HEIGHT-         -18.82  (meters)                     GEOID03
 GL1513
 GL1513  HORZ ORDER  -  FIRST
 GL1513
 GL1513.The horizontal coordinates were established by classical geodetic methods
 GL1513.and adjusted by the National Geodetic Survey in December 1993..
 GL1513
 GL1513.The NAVD 88 height was computed by applying the VERTCON shift value to
 GL1513.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GL1513
 GL1513.The Laplace correction was computed from DEFLEC99 derived deflections.
 GL1513
 GL1513.The geoid height was determined by GEOID03.
 GL1513
 GL1513;                    North         East     Units Scale Factor Converg.
 GL1513;SPC NM E     -   636,568.681   195,047.832   MT  0.99992021   +0 12 04.5
 GL1513;SPC NM E     - 2,088,475.75    639,919.43   sFT  0.99992021   +0 12 04.5
 GL1513;UTM  13      - 4,066,390.071   589,559.302   MT  0.99969881   +0 36 00.3
 GL1513
 GL1513!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GL1513!SPC NM E     -   0.99967431  x   0.99992021  =   0.99959454
 GL1513!UTM  13      -   0.99967431  x   0.99969881  =   0.99937321
 GL1513
 GL1513:                Primary Azimuth Mark                     Grid Az
 GL1513:SPC NM E     -  CAP AZ MK                                004 27 39.3
 GL1513:UTM  13      -  CAP AZ MK                                004 03 43.5
 GL1513
 GL1513|---------------------------------------------------------------------|
 GL1513| PID    Reference Object                     Distance      Geod. Az  |
 GL1513|                                                           dddmmss.s |
 GL1513| CM8584 CAP AZ MK                                          0043943.8 |
 GL1513| CM8585 CAP RM 1                             15.949 METERS 08659     |
 GL1513| GL1514 CAPULIN SCHOOLHOUSE CHIMNEY         175.465 METERS 13437     |
 GL1513| CM8586 CAP RM 2                             15.182 METERS 18008     |
 GL1513|---------------------------------------------------------------------|
 GL1513
 GL1513                          SUPERSEDED SURVEY CONTROL
 GL1513
 GL1513  NAD 83(1992)-  36 44 20.46071(N)    103 59 48.75676(W) AD(       ) 1
 GL1513  NAD 83(1986)-  36 44 20.46108(N)    103 59 48.75547(W) AD(       ) 1
 GL1513  NAD 27      -  36 44 20.37100(N)    103 59 46.85600(W) AD(       ) 1
 GL1513  NGVD 29 (07/19/86) 2093.8    (m)         6869.     (f) VERT ANG       
 GL1513
 GL1513.Superseded values are not recommended for survey control.
 GL1513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1513.See file dsdata.txt to determine how the superseded data were derived.
 GL1513
 GL1513_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEA8955966390(NAD 83)
 GL1513_MARKER: DS = TRIANGULATION STATION DISK
 GL1513_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL1513_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 GL1513_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GL1513+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2004
 GL1513
 GL1513  HISTORY     - Date     Condition        Report By
 GL1513  HISTORY     - 1945     MONUMENTED       CGS
 GL1513  HISTORY     - 1954     GOOD             BAKER
 GL1513  HISTORY     - 1970     GOOD             NGS
 GL1513  HISTORY     - 1976     GOOD             NGS
 GL1513  HISTORY     - 20040806 GOOD             USPSQD
 GL1513
 GL1513                          STATION DESCRIPTION
 GL1513
 GL1513'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (CAE)
 GL1513'STATION IS LOCATED ON THE SW EDGE OF THE TOWN OF CAPULIN,
 GL1513'226 FEET NW OF THE FENCE CORNER AT THE NW CORNER OF THE
 GL1513'SCHOOLYARD.
 GL1513'
 GL1513'TO REACH STATION FROM THE POST OFFICE AND MAIN INTERSECTION,
 GL1513'GO S ON THE GRADED ROAD TOWARDS THE SCHOOL 0.25 MILE, THEN
 GL1513'TURN RIGHT ON THE GRADED ROAD W FOR 0.05 MILE TO THE STATION
 GL1513'ON THE LEFT, 47 FEET S OF THE CENTER OF THE ROAD.
 GL1513'
 GL1513'TO REACH THE AZIMUTH MARK FROM THE POST OFFICE AND MAIN
 GL1513'INTERSECTION, GO N ON U.S. HIGHWAY 64 TOWARDS THE VOLCANO
 GL1513'0.65 MILE TO THE AZIMUTH MARK ON THE RIGHT, 73 FEET ENE OF
 GL1513'THE CENTER OF THE GRADED ROAD.
 GL1513'
 GL1513'STATION MARK IS A BRONZE STATION DISK SET IN A SQUARE CONCRETE
 GL1513'POST WHICH PROJECTS ABOUT 3 INCHES ABOVE THE GROUND.  IT IS
 GL1513'LOCATED 15.5 FEET S OF A 4- BY 4-INCH UNPAINTED WITNESS POST.
 GL1513'DISK IS STAMPED CAP 1945.  UNDERGROUND MARK IS A BRONZE STATION
 GL1513'DISK SET IN CONCRETE.
 GL1513'
 GL1513'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A ROUND
 GL1513'CONCRETE POST WHICH PROJECTS ABOUT 5 INCHES ABOVE THE GROUND.
 GL1513'IT IS LOCATED E OF THE STATION, ON ABOUT THE SAME LEVEL.  DISK
 GL1513'IS STAMPED CAP NO 1 1945.
 GL1513'
 GL1513'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A ROUND
 GL1513'CONCRETE POST WHICH PROJECTS ABOUT 5 INCHES ABOVE THE GROUND.
 GL1513'IT IS LOCATED S OF THE STATION AND ABOUT 1-1/2 FEET HIGHER.
 GL1513'DISK IS STAMPED CAP NO 2 1945.
 GL1513'
 GL1513'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN A DRILL HOLE IN
 GL1513'OUTCROPPING BEDROCK WHICH PROJECTS ABOUT 4-1/2 FEET ABOVE
 GL1513'GROUND.  IT IS LOCATED N OF THE STATION AND IN A ROCKY LEDGE
 GL1513'ON THE E SIDE OF THE ROAD.  DISK IS STAMPED CAP 1945.
 GL1513
 GL1513                          STATION RECOVERY (1954)
 GL1513
 GL1513'RECOVERY NOTE BY M BAKER JR INCORPORATED 1954 (EW)
 GL1513'STATION IS LOCATED 300 FEET N OF THE NW CORNER OF A SCHOOL
 GL1513'AND 150 FEET W.  IT IS 50 FEET S OF A GRAVEL ROAD.  REFERENCE
 GL1513'MARKS RECOVERED IN GOOD CONDITION.
 GL1513
 GL1513                          STATION RECOVERY (1970)
 GL1513
 GL1513'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (TPC)
 GL1513'STATION MARK, REFERENCE MARKS AND THE AZIMUTH MARK WERE
 GL1513'RECOVERED AND FOUND IN GOOD CONDITION.
 GL1513
 GL1513                          STATION RECOVERY (1976)
 GL1513
 GL1513'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 GL1513'STATION RECOVERED AND ALL MARKS ARE IN GOOD CONDITION.  STATION WAS
 GL1513'NOT OCCUPIED AT THIS TIME BUT A NEW ROUTE TO THE STATION AND AZIMUTH
 GL1513'MARK FOLLOWS.
 GL1513'
 GL1513'STATION IS REACHED FROM THE JUNCTION OF U. S. HIGHWAY 64 AND STATE
 GL1513'HIGHWAY 325 IN THE SMALL TOWN OF CAPULIN.  GO WEST ON HIGHWAY 64 FOR
 GL1513'0.05 MILE TO THE POST OFFICE ON THE RIGHT AND A GRAVELED ROAD ON
 GL1513'THE LEFT.  TURN LEFT AND GO SOUTH ON THE GRAVELED ROAD FOR 0.2 MILE
 GL1513'TO A GRAVELED EAST-WEST T-ROAD.  STATION MARK IS ABOUT 90 FEET
 GL1513'SOUTHWEST OF THIS POINT, INSIDE A FENCED PASTURE.
 GL1513'
 GL1513'AZIMUTH MARK IS REACHED FROM THE HIGHWAY JUNCTION MENTIONED ABOVE. GO
 GL1513'NORTHERLY ON HIGHWAY 325 FOR 0.65 MILE TO THE MARK ON THE RIGHT,
 GL1513'ABOUT 73 FEET EAST OF THE HIGHWAY, CEMENTED IN A DRILL HOLE, IN THE
 GL1513'TOP OF OUTCROPPING BEDROCK WHICH PROJECTS ABOUT 4-1/2 FEET.  LEDGE
 GL1513'IS ALMOST COVEDRED WITH SMALL BUSHY TREES.
 GL1513
 GL1513                          STATION RECOVERY (2004)
 GL1513
 GL1513'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 GL1513'FOUND THE MARK
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0707 ***********************************************************************
 EO0707  DESIGNATION -  CAP ET
 EO0707  PID         -  EO0707
 EO0707  STATE/COUNTY-  NM/QUAY
 EO0707  USGS QUAD   -  CUNAVEA BASIN (1987)
 EO0707
 EO0707                         *CURRENT SURVEY CONTROL
 EO0707  ___________________________________________________________________
 EO0707* NAD 83(1992)-  34 51 06.43104(N)    103 55 54.02966(W)     ADJUSTED  
 EO0707* NAVD 88     -      1529.7    (meters)    5019.     (feet)  VERTCON   
 EO0707  ___________________________________________________________________
 EO0707  LAPLACE CORR-          -2.31  (seconds)                    DEFLEC99
 EO0707  GEOID HEIGHT-         -23.34  (meters)                     GEOID03
 EO0707
 EO0707  HORZ ORDER  -  SECOND
 EO0707
 EO0707.The horizontal coordinates were established by classical geodetic methods
 EO0707.and adjusted by the National Geodetic Survey in December 1993..
 EO0707
 EO0707.The NAVD 88 height was computed by applying the VERTCON shift value to
 EO0707.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EO0707
 EO0707.The Laplace correction was computed from DEFLEC99 derived deflections.
 EO0707
 EO0707.The geoid height was determined by GEOID03.
 EO0707
 EO0707;                    North         East     Units Scale Factor Converg.
 EO0707;SPC NM E     -   427,210.614   201,729.421   MT  0.99992571   +0 13 46.3
 EO0707;SPC NM E     - 1,401,606.82    661,840.61   sFT  0.99992571   +0 13 46.3
 EO0707;UTM  13      - 3,857,127.292   597,663.868   MT  0.99971756   +0 36 38.0
 EO0707
 EO0707!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EO0707!SPC NM E     -   0.99976360  x   0.99992571  =   0.99968933
 EO0707!UTM  13      -   0.99976360  x   0.99971756  =   0.99948123
 EO0707
 EO0707|---------------------------------------------------------------------|
 EO0707| PID    Reference Object                     Distance      Geod. Az  |
 EO0707|                                                           dddmmss.s |
 EO0707| CJ6817 CAP ET RM 1                          15.639 METERS 09947     |
 EO0707| CJ6818 CAP ET RM 2                          16.397 METERS 20233     |
 EO0707| EO0706 JACK ET                             APPROX. 5.4 KM 2975001.7 |
 EO0707|---------------------------------------------------------------------|
 EO0707
 EO0707                          SUPERSEDED SURVEY CONTROL
 EO0707
 EO0707  NAD 83(1986)-  34 51 06.43684(N)    103 55 54.02133(W) AD(       ) 2
 EO0707  NAD 27      -  34 51 06.21339(N)    103 55 52.13488(W) AD(       ) 2
 EO0707  NGVD 29 (07/19/86) 1529.0    (m)         5016.     (f) VERT ANG       
 EO0707
 EO0707.Superseded values are not recommended for survey control.
 EO0707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0707.See file dsdata.txt to determine how the superseded data were derived.
 EO0707
 EO0707_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEU9766457127(NAD 83)
 EO0707_MARKER: DD = SURVEY DISK
 EO0707_SETTING: 0 = UNSPECIFIED SETTING
 EO0707
 EO0707  HISTORY     - Date     Condition        Report By
 EO0707  HISTORY     - 1970     MONUMENTED       USGS
 EO0707
 EO0707                          STATION DESCRIPTION
 EO0707
 EO0707'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (HH)
 EO0707'STATION IS LOCATED NORTH 80 DEG WEST ABOUT 11 MILES AIRLINE FROM
 EO0707'RAGLAND, NEW MEXICO.  NORTH 8 DEG WEST ABOUT 14 MILES AIRLINE FROM
 EO0707'HOUSE, NEW MEXICO.  ABOUT 275 FEET SOUTHWEST OF RIM.  4.8 FEET
 EO0707'SOUTHEAST OF A USGS WITNESS SIGN MOUNTED ON A METAL POST ON LAND
 EO0707'OWNED BY PHIL LYONS.
 EO0707'
 EO0707'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 18 AND 86 IN
 EO0707'RAGLAND, NEW MEXICO, GO SOUTH ON STATE HIGHWAY 86 FOR 3.8 MILES TO
 EO0707'STATE HIGHWAY JUNCTION 86 AND 156, TURN RIGHT (WEST) ON STATE
 EO0707'HIGHWAY 156 AND GO 10.5 MILES TO SIDE ROAD (NORTH), TURN RIGHT 3.4
 EO0707'MILES TO PHIL LYONS RANCH TO THE NORTH SIDE OF BARN TO A GATE,
 EO0707'CONTINUE EASTERLY THROUGH GATE 0.8 MILES TO ANOTHER GATE, GO
 EO0707'THROUGH GATE 0.25 MILE TO ANOTHER GATE, GO THROUGH GATE 0.45 MILE TO
 EO0707'TWIN WINDMILLS AND CONTINUE EASTERLY 0.8 MILE TO FENCE CORNER, TURN
 EO0707'ALMOST 135 DEG ANGLE LEFT (NORTH-NORTHWEST) AND GO 0.9 MILE, THEN
 EO0707'CROSS COUNTRY EASTERLY 0.2 MILE TO STATION SITE.
 EO0707'
 EO0707'STATION MARK IS A USGS BRONZE TABLET SOLDERED TO A COPPER COATED
 EO0707'STEEL ROD DRIVEN TO A DEPTH OF 10 FEET (REFUSAL) CENTERED IN AN
 EO0707'ORANGEBURG TILE 6 INCHES IN DIAMETER, 12 INCHES LONG, FILLED WITH
 EO0707'GRAVEL.  THE TABLET IS FLUSH WITH THE GROUND AND STAMPED CAP ET
 EO0707'1970.
 EO0707'
 EO0707'REFERENCE MARK NO. 1 IS A USGS BRONZE REFERENCE MARK TABLET SOLDERED
 EO0707'TO A COPPER COATED STEEL ROD DRIVEN TO A DEPTH OF 9 FEET (REFUSAL)
 EO0707'CENTERED IN AN ORANGEBURG TILE, 6 INCHES IN DIAMETER, 12 INCHES
 EO0707'LONG, FILLED WITH GRAVEL.  THE TABLET IS FLUSH WITH THE GROUND AND
 EO0707'STAMPED CAP ET NO. 1 1970.
 EO0707'
 EO0707'REFERENCE MARK NO. 2 IS A USGS BRONZE REFERENCE MARK TABLET SOLDERED
 EO0707'TO A COPPER COATED STEEL ROD DRIVEN TO A DEPTH OF 5 FEET (REFUSAL)
 EO0707'CENTERED IN AN ORANGEBURG TILE, 6 INCHES IN DIAMETER, 12 INCHES
 EO0707'LONG, FILLED WITH GRAVEL.  THE TABLET IS FLUSH WITH THE GROUND AND
 EO0707'STAMPED CAP ET NO. 2 1970.
 EO0707'
 EO0707'STATION JACK ET 1970 IS VISIBLE FROM THE GROUND AT THIS STATION AND
 EO0707'WILL SERVE AS THE AZIMUTH MARK.
 EO0707'
 EO0707'ALL OBSERVATIONS WERE MADE FROM A STANDARD TRIPOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0701 ***********************************************************************
 EQ0701  DESIGNATION -  CAPILLO PEAK
 EQ0701  PID         -  EQ0701
 EQ0701  STATE/COUNTY-  NM/TORRANCE
 EQ0701  USGS QUAD   -  CAPILLA PEAK (1995)
 EQ0701
 EQ0701                         *CURRENT SURVEY CONTROL
 EQ0701  ___________________________________________________________________
 EQ0701* NAD 83(1992)-  34 42 04.56728(N)    106 24 06.00300(W)     ADJUSTED  
 EQ0701* NAVD 88     -      2857.     (meters)    9373.     (feet)  VERTCON   
 EQ0701  ___________________________________________________________________
 EQ0701  LAPLACE CORR-           5.49  (seconds)                    DEFLEC99
 EQ0701  GEOID HEIGHT-         -19.96  (meters)                     GEOID03
 EQ0701
 EQ0701  HORZ ORDER  -  SECOND
 EQ0701
 EQ0701.The horizontal coordinates were established by classical geodetic methods
 EQ0701.and adjusted by the National Geodetic Survey in December 1993..
 EQ0701
 EQ0701.The NAVD 88 height was computed by applying the VERTCON shift value to
 EQ0701.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EQ0701
 EQ0701.The Laplace correction was computed from DEFLEC99 derived deflections.
 EQ0701
 EQ0701.The geoid height was determined by GEOID03.
 EQ0701
 EQ0701;                    North         East     Units Scale Factor Converg.
 EQ0701;SPC NM C     -   410,447.392   486,105.805   MT  0.99990238   -0 05 10.8
 EQ0701;SPC NM C     - 1,346,609.49  1,594,832.13   sFT  0.99990238   -0 05 10.8
 EQ0701;SPC NM W     -   411,376.777   961,161.270   MT  1.00012864   +0 48 54.6
 EQ0701;SPC NM W     - 1,349,658.64  3,153,409.93   sFT  1.00012864   +0 48 54.6
 EQ0701;UTM  13      - 3,840,809.747   371,627.874   MT  0.99980312   -0 47 53.1
 EQ0701
 EQ0701!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EQ0701!SPC NM C     -   0.99955486  x   0.99990238  =   0.99945728
 EQ0701!SPC NM W     -   0.99955486  x   1.00012864  =   0.99968344
 EQ0701!UTM  13      -   0.99955486  x   0.99980312  =   0.99935807
 EQ0701
 EQ0701                          SUPERSEDED SURVEY CONTROL
 EQ0701
 EQ0701  NAD 83(1986)-  34 42 04.57330(N)    106 24 06.00300(W) AD(       ) 2
 EQ0701  NAD 27      -  34 42 04.35520(N)    106 24 03.92320(W) AD(       ) 2
 EQ0701  NGVD 29 (07/19/86) 2856.     (m)         9370.     (f) VERT ANG       
 EQ0701
 EQ0701.Superseded values are not recommended for survey control.
 EQ0701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0701.See file dsdata.txt to determine how the superseded data were derived.
 EQ0701
 EQ0701_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU7162840810(NAD 83)
 EQ0701_MARKER: DD = SURVEY DISK
 EQ0701_SETTING: 66 = SET IN ROCK OUTCROP
 EQ0701_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 EQ0701_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EQ0701+STABILITY: POSITION/ELEVATION WELL
 EQ0701
 EQ0701  HISTORY     - Date     Condition        Report By
 EQ0701  HISTORY     - 1952     MONUMENTED       CGS
 EQ0701
 EQ0701                          STATION DESCRIPTION
 EQ0701
 EQ0701'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 EQ0701'REFERENCE MARK NO. 2 IS 18 FEET EAST OF THE EAST SIDE OF A LOOKOUT
 EQ0701'BUILDING AND 5 FEET SOUTHWEST OF A 10 INCH POLE.  A U.S.
 EQ0701'DEPARTMENT OF AGRICULTURE FOREST SERVICE MARK WAS USED FOR
 EQ0701'REFERENCE MARK NO. 2.  IT IS A U.S. DEPARTMENT OF AGRICULTURE
 EQ0701'FOREST SERVICE MARK DISK CONCRETED IN A DRILL HOLE IN OUTCROPPING
 EQ0701'BEDROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0702 ***********************************************************************
 EQ0702  DESIGNATION -  CAPILLO PEAK
 EQ0702  PID         -  EQ0702
 EQ0702  STATE/COUNTY-  NM/TORRANCE
 EQ0702  USGS QUAD   -  CAPILLA PEAK (1995)
 EQ0702
 EQ0702                         *CURRENT SURVEY CONTROL
 EQ0702  ___________________________________________________________________
 EQ0702* NAD 83(1992)-  34 42 04.56587(N)    106 24 05.83707(W)     ADJUSTED  
 EQ0702* NAVD 88     -      2856.6    (meters)    9372.     (feet)  VERTCON   
 EQ0702  ___________________________________________________________________
 EQ0702  LAPLACE CORR-           5.48  (seconds)                    DEFLEC99
 EQ0702  GEOID HEIGHT-         -19.96  (meters)                     GEOID03
 EQ0702
 EQ0702  HORZ ORDER  -  FIRST
 EQ0702
 EQ0702.The horizontal coordinates were established by classical geodetic methods
 EQ0702.and adjusted by the National Geodetic Survey in December 1993..
 EQ0702
 EQ0702.The NAVD 88 height was computed by applying the VERTCON shift value to
 EQ0702.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EQ0702
 EQ0702.The Laplace correction was computed from DEFLEC99 derived deflections.
 EQ0702
 EQ0702.The geoid height was determined by GEOID03.
 EQ0702
 EQ0702;                    North         East     Units Scale Factor Converg.
 EQ0702;SPC NM C     -   410,447.342   486,110.027   MT  0.99990238   -0 05 10.7
 EQ0702;SPC NM C     - 1,346,609.32  1,594,845.98   sFT  0.99990238   -0 05 10.7
 EQ0702;SPC NM W     -   411,376.794   961,165.494   MT  1.00012865   +0 48 54.7
 EQ0702;SPC NM W     - 1,349,658.70  3,153,423.79   sFT  1.00012865   +0 48 54.7
 EQ0702;UTM  13      - 3,840,809.645   371,632.095   MT  0.99980310   -0 47 53.0
 EQ0702
 EQ0702!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EQ0702!SPC NM C     -   0.99955492  x   0.99990238  =   0.99945735
 EQ0702!SPC NM W     -   0.99955492  x   1.00012865  =   0.99968352
 EQ0702!UTM  13      -   0.99955492  x   0.99980310  =   0.99935811
 EQ0702
 EQ0702|---------------------------------------------------------------------|
 EQ0702| PID    Reference Object                     Distance      Geod. Az  |
 EQ0702|                                                           dddmmss.s |
 EQ0702| CD1744 CAPILLO PEAK RM 1                     6.603 METERS 03133     |
 EQ0702| EQ0682 ESTANCIA                            APPROX.36.8 KM 0802839.0 |
 EQ0702| CD1743 CAPILLO PEAK AZ MK                                 2140857.3 |
 EQ0702| EQ0701 CAPILLO PEAK                          4.223 METERS 27035     |
 EQ0702|---------------------------------------------------------------------|
 EQ0702
 EQ0702                          SUPERSEDED SURVEY CONTROL
 EQ0702
 EQ0702  NAD 83(1986)-  34 42 04.57188(N)    106 24 05.83708(W) AD(       ) 1
 EQ0702  NAD 27      -  34 42 04.35378(N)    106 24 03.75748(W) AD(       ) 1
 EQ0702  NGVD 29 (07/19/86) 2855.6    (m)         9369.     (f) VERT ANG       
 EQ0702
 EQ0702.Superseded values are not recommended for survey control.
 EQ0702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0702.See file dsdata.txt to determine how the superseded data were derived.
 EQ0702
 EQ0702_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU7163240810(NAD 83)
 EQ0702_MARKER: DS = TRIANGULATION STATION DISK
 EQ0702_SETTING: 66 = SET IN ROCK OUTCROP
 EQ0702
 EQ0702  HISTORY     - Date     Condition        Report By
 EQ0702  HISTORY     - 1952     MONUMENTED       CGS
 EQ0702  HISTORY     - 1972     GOOD             NGS
 EQ0702  HISTORY     - 1972     GOOD             USGS
 EQ0702
 EQ0702                          STATION DESCRIPTION
 EQ0702
 EQ0702'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RLE)
 EQ0702'THE STATION IS LOCATED ABOUT 20 MILES NORTHWEST OF MOUNTAINAIR
 EQ0702'AND 8 MILES NORTHWEST OF MANZONA.  IT IS NEAR THE HIGHEST POINT
 EQ0702'AND ON THE EAST SLOPE OF CAPILLO PEAK.  IT IS 32 FEET EAST OF THE
 EQ0702'EAST SIDE OF A LOOKOUT BUILDING, 14 FEET SOUTH OF THE SOUTH SIDE
 EQ0702'OF A GARBAGE PIT AND 11 FEET SOUTH OF A 10 INCH POLE.  IT IS
 EQ0702'STAMPED CAPILLO PEAK 1952.
 EQ0702'
 EQ0702'REFERENCE MARK NO. 1 IS 15 FEET SOUTH OF THE SOUTH EDGE OF A
 EQ0702'PARKING SPACE AND 3.5 FEET NORTHEAST OF THE NORTHEAST CORNER OF
 EQ0702'A GARBAGE PIT.  IT IS STAMPED CAPILLO PEAK NO 1 1952.
 EQ0702'
 EQ0702'REFERENCE MARK NO. 2 IS 18 FEET EAST OF THE EAST SIDE OF A LOOKOUT
 EQ0702'BUILDING AND 5 FEET SOUTHWEST OF A 10 INCH POLE.  A U.S.
 EQ0702'DEPARTMENT OF AGRICULTURE FOREST SERVICE MARK WAS USED FOR
 EQ0702'REFERENCE MARK NO. 2.  IT IS A U.S. DEPARTMENT OF AGRICULTURE
 EQ0702'FOREST SERVICE MARK DISK CONCRETED IN A DRILL HOLE IN OUTCROPPING
 EQ0702'BEDROCK.
 EQ0702'
 EQ0702'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK
 EQ0702'NO. 2 IS 31.2 FEET.
 EQ0702'
 EQ0702'THE AZIMUTH MARK IS LOCATED 75 FEET NORTHEAST OF THE NORTHEAST
 EQ0702'CORNER OF A CONCRETE BLOCK BUILDING, 8 FEET WEST OF THE WEST
 EQ0702'SIDE OF A CONCRETE FOUNDATION AND JUST WEST OF A 2 INCH IRON
 EQ0702'PIPE.  IT IS STAMPED CAPILLO PEAK 1952.
 EQ0702'
 EQ0702'TO REACH THE STATION FROM THE POST OFFICE IN MOUNTAINAIR, GO
 EQ0702'EAST ON U.S. HIGHWAY 60 AND STATE HIGHWAY 10 FOR 0.1 MILE TO THE
 EQ0702'POINT WHERE STATE HIGHWAY 10 TURNS LEFT.  TURN LEFT AND FOLLOW
 EQ0702'STATE HIGHWAY 10 FOR 12.6 MILES TO A FORK AT THE SMALL VILLAGE
 EQ0702'OF MANZONA, (THIS IS BETWEEN A CHURCH ON THE EAST AND A
 EQ0702'STORE ON THE WEST) TAKE THE LEFT FORK AND GO NORTHERLY ON A
 EQ0702'GRAVELED ROAD FOR 0.2 MILE TO A FORK.  TAKE THE RIGHT FORK AND
 EQ0702'CONTINUE NORTHERLY FOR 0.9 MILE TO A FORK, AND GO WESTERLY FOR
 EQ0702'1.2 MILES TO A FORK.  TAKE THE LEFT FORK AND CONTINUE
 EQ0702'WESTERLY FOR 0.1 MILE TO A CATTLE GUARD AT THE ENTRANCE OF
 EQ0702'THE CIBOLA NATIONAL FOREST, CROSS THE CATTLE GUARD AND
 EQ0702'CONTINUE ON A WINDING ROAD FOR 6.7 MILES TO A T-ROAD
 EQ0702'RIGHT.  (TURN RIGHT AND GO UP GRADE FOR 0.1 MILE TO THE AZIMUTH
 EQ0702'MARK ON THE LEFT AS DESCRIBED.) CONTINUE ON WINDING
 EQ0702'ROAD FOR 0.3 MILE TO A SMALL PARKING SPACE AND THE STATION
 EQ0702'AS DESCRIBED.
 EQ0702
 EQ0702                          STATION RECOVERY (1972)
 EQ0702
 EQ0702'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (EJG)
 EQ0702'THE STATION IS LOCATED NORTH 36 DEGREES WEST ABOUT 15 MILES
 EQ0702'AIRLINE FROM MOUNTAINAIR, NEW MEXICO, NEAR THE HIGHEST POINT
 EQ0702'OF CAPILLA PEAK IN CIBOLA NATIONAL FOREST.
 EQ0702'
 EQ0702'TO REACH FROM MOUNTAINAIR, GO 12.4 MILES NORTH AND NORTHWEST
 EQ0702'ON STATE HIGHWAY 14 TO GRADED ROAD LEFT AT CHURCH IN TOWN OF
 EQ0702'MANZANO, GO 9.1 MILES NORTH AND WEST ON GRADED ROAD TO STATION
 EQ0702'SITE 32 FEET EAST OF U.S. FOREST SERVICE LOOKOUT BUILDING.
 EQ0702'
 EQ0702'THE STATION MARK AND REFERENCE MARK NO. 1 ARE USC AND GS
 EQ0702'STANDARD BRONZE DISKS SET IN BEDROCK FLUSH WITH GROUND.  REFERENCE
 EQ0702'MARK NO. 2 IS A USDA FOREST SERVICE MARK SET IN BEDROCK FLUSH WITH
 EQ0702'GROUND.
 EQ0702'
 EQ0702'STATION MARK--TABLET STAMPED CAPILLO PEAK 1952.
 EQ0702'
 EQ0702'REFERENCE MARK NO. 1--TABLET STAMPED CAPILLO PEAK NO. 1 1952.
 EQ0702'
 EQ0702'REFERENCE MARK NO. 2--TABLET NOT STAMPED.
 EQ0702'
 EQ0702'AZIMUTH MARK NOT SEARCHED FOR.
 EQ0702'
 EQ0702'STATION ESTANCIA 1953 ET 1972 IS VISIBLE FROM THE GROUND
 EQ0702'TO SERVE AS AZIMUTH MARK.
 EQ0702'
 EQ0702'ALL OBSERVATIONS MADE FROM A STANDARD TRIPOD.
 EQ0702
 EQ0702                          STATION RECOVERY (1972)
 EQ0702
 EQ0702'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 EQ0702'RECOVERED AND REDESCRIBED AS FOLLOWS
 EQ0702'
 EQ0702'STATION IS LOCATED N. 36 DEGREES, W. ABOUT 15 MI. (AIRLINE) FROM
 EQ0702'MOUNTAINAIR, NEW MEXICO, AND NEAR THE HIGHEST POINT OF CAPILLO PEAK,
 EQ0702'IN CIBOLA NATIONAL FOREST.
 EQ0702'
 EQ0702'TO REACH STATION FROM MOUNTAINAIR, GO 12.4 MI. N. AND NW. ON STATE
 EQ0702'HIGHWAY 41 TO GRADED RD. LEFT, AT CHURCH IN TOWN OF MANZANO, GO 9.1
 EQ0702'MI. N. AND W. ON GRADED RD. TO STATION SITE, 32 FT. E. OF U.S. FOREST
 EQ0702'SERVICE LOOKOUT BUILDING.
 EQ0702'
 EQ0702'STATION MARK--STANDARD USC AND GS BRONZE DISK, SET IN BEDROCK, FLUSH
 EQ0702'WITH GROUND, AND STAMPED ---CAPILLO PEAK 1952---.
 EQ0702'
 EQ0702'REFERENCE MARK NO. 1--STANDARD USC AND GS BRONZE DISK, SET IN BEDROCK,
 EQ0702'FLUSH WITH GROUND, AND STAMPED ---CAPILLO PEAK NO. 1 1952---.
 EQ0702'
 EQ0702'REFERENCE MARK NO. 2--USDA FOREST SERVICE MARK, SET IN BEDROCK, FLUSH
 EQ0702'WITH GROUND, AND NOT STAMPED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0948 ***********************************************************************
 DR0948  DESIGNATION -  CAPITAN
 DR0948  PID         -  DR0948
 DR0948  STATE/COUNTY-  NM/LINCOLN
 DR0948  USGS QUAD   -  CAPITAN PEAK (1981)
 DR0948
 DR0948                         *CURRENT SURVEY CONTROL
 DR0948  ___________________________________________________________________
 DR0948* NAD 83(1992)-  33 35 27.08308(N)    105 15 56.28960(W)     ADJUSTED  
 DR0948* NAVD 88     -      3074.     (meters)   10085.     (feet)  SCALED    
 DR0948  ___________________________________________________________________
 DR0948  LAPLACE CORR-         -11.00  (seconds)                    DEFLEC99
 DR0948  GEOID HEIGHT-         -20.80  (meters)                     GEOID03
 DR0948
 DR0948  HORZ ORDER  -  THIRD
 DR0948
 DR0948.The horizontal coordinates were established by classical geodetic methods
 DR0948.and adjusted by the National Geodetic Survey in December 1993..
 DR0948
 DR0948.The orthometric height was scaled from a topographic map.
 DR0948
 DR0948.The Laplace correction was computed from DEFLEC99 derived deflections.
 DR0948
 DR0948.The geoid height was determined by GEOID03.
 DR0948
 DR0948;                    North         East     Units Scale Factor Converg.
 DR0948;SPC NM C     -   287,710.968   591,366.555   MT  1.00000288   +0 32 40.7
 DR0948;SPC NM C     -   943,931.73  1,940,175.11   sFT  1.00000288   +0 32 40.7
 DR0948;UTM  13      - 3,716,824.067   475,352.073   MT  0.99960749   -0 08 49.1
 DR0948
 DR0948!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR0948!SPC NM C     -   0.99952092  x   1.00000288  =   0.99952380
 DR0948!UTM  13      -   0.99952092  x   0.99960749  =   0.99912860
 DR0948
 DR0948:                Primary Azimuth Mark                     Grid Az
 DR0948:SPC NM C     -  SUMMIT                                   280 12 50.6
 DR0948:UTM  13      -  SUMMIT                                   280 54 20.4
 DR0948
 DR0948|---------------------------------------------------------------------|
 DR0948| PID    Reference Object                     Distance      Geod. Az  |
 DR0948|                                                           dddmmss.s |
 DR0948| DR0949 SUMMIT                              APPROX. 9.3 KM 2804531.3 |
 DR0948|---------------------------------------------------------------------|
 DR0948
 DR0948                          SUPERSEDED SURVEY CONTROL
 DR0948
 DR0948  NAD 83(1986)-  33 35 27.08836(N)    105 15 56.28816(W) AD(       ) 3
 DR0948  NAD 27      -  33 35 26.78205(N)    105 15 54.34569(W) AD(       ) 3
 DR0948
 DR0948.Superseded values are not recommended for survey control.
 DR0948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0948.See file dsdata.txt to determine how the superseded data were derived.
 DR0948
 DR0948_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDT7535216824(NAD 83)
 DR0948
 DR0948  HISTORY     - Date     Condition        Report By
 DR0948  HISTORY     - 1934     MONUMENTED       USGS
 DR0948  HISTORY     - 1934     MARK NOT FOUND   USGS
 DR0948  HISTORY     - 1976     GOOD             USGS
 DR0948
 DR0948                          STATION DESCRIPTION
 DR0948
 DR0948'DESCRIBED BY US GEOLOGICAL SURVEY 1934
 DR0948'THE ORIGINAL STATION AND REFERENCE MARK ESTABLISHED BY USGS IN 1909
 DR0948'WERE NOT LOCATED.
 DR0948'
 DR0948'ON THE HIGHEST POINT OF CAPITAN PEAK, WELL KNOWN PEAK AT THE E. END
 DR0948'OF THE CAPITAN MOUNTAINS, AND ABOUT 20 MI. N. OF E. OF CAPITAN.
 DR0948'
 DR0948'STATION IS BEST REACHED BY PIERCE CANYON TRAIL TO TOP OF THE
 DR0948'CAPITAN RANGE, THENCE E. ALONG TOP OF MOUNTAIN, ABOUT 3.5 MI. TO
 DR0948'CAPITAN PEAK.
 DR0948
 DR0948                          STATION RECOVERY (1976)
 DR0948
 DR0948'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 DR0948'STATION MARK--STANDARD TABLET, CEMENTED IN ROCK PLACED FLUSH WITH
 DR0948'GROUND, AND STAMPED ---D 1934 CAPITAN---.
 DR0948'
 DR0948'REFERENCE MARK--STANDARD REFERENCE TABLET, CEMENTED IN ROCK IN PLACE,
 DR0948'60.50 FT. FROM STATION, N 48 DEG 16 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR1021 ***********************************************************************
 DR1021  DESIGNATION -  CAPITAN BRICK BLDG PRINC GAB
 DR1021  PID         -  DR1021
 DR1021  STATE/COUNTY-  NM/LINCOLN
 DR1021  USGS QUAD   -  CAPITAN (1973)
 DR1021
 DR1021                         *CURRENT SURVEY CONTROL
 DR1021  ___________________________________________________________________
 DR1021* NAD 83(1992)-  33 32 28.74938(N)    105 34 22.49383(W)     ADJUSTED  
 DR1021* NAVD 88     -                                                        
 DR1021  ___________________________________________________________________
 DR1021  LAPLACE CORR-          -2.53  (seconds)                    DEFLEC99
 DR1021  GEOID HEIGHT-         -19.68  (meters)                     GEOID03
 DR1021
 DR1021  HORZ ORDER  -  THIRD
 DR1021
 DR1021.The horizontal coordinates were established by classical geodetic methods
 DR1021.and adjusted by the National Geodetic Survey in December 1993..
 DR1021
 DR1021
 DR1021.The Laplace correction was computed from DEFLEC99 derived deflections.
 DR1021
 DR1021.The geoid height was determined by GEOID03.
 DR1021
 DR1021;                    North         East     Units Scale Factor Converg.
 DR1021;SPC NM C     -   281,988.170   562,880.843   MT  0.99994873   +0 22 26.9
 DR1021;SPC NM C     -   925,156.19  1,846,718.23   sFT  0.99994873   +0 22 26.9
 DR1021;UTM  13      - 3,711,447.204   446,809.528   MT  0.99963488   -0 18 59.6
 DR1021
 DR1021                          SUPERSEDED SURVEY CONTROL
 DR1021
 DR1021  NAD 83(1986)-  33 32 28.76523(N)    105 34 22.48981(W) AD(       ) 4
 DR1021  NAD 27      -  33 32 28.51000(N)    105 34 20.55000(W) AD(       ) 3
 DR1021
 DR1021.Superseded values are not recommended for survey control.
 DR1021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR1021.See file dsdata.txt to determine how the superseded data were derived.
 DR1021
 DR1021_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDT4681011447(NAD 83)
 DR1021_MARKER: 81 = GABLE
 DR1021
 DR1021  HISTORY     - Date     Condition        Report By
 DR1021  HISTORY     - 1936     FIRST OBSERVED   CGS
 DR1021
 DR1021                          STATION DESCRIPTION
 DR1021
 DR1021'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0784 ***********************************************************************
 DQ0784  DESIGNATION -  CAPROCK
 DQ0784  PID         -  DQ0784
 DQ0784  STATE/COUNTY-  NM/LEA
 DQ0784  USGS QUAD   -  CAPROCK (1984)
 DQ0784
 DQ0784                         *CURRENT SURVEY CONTROL
 DQ0784  ___________________________________________________________________
 DQ0784* NAD 83(1992)-  33 25 02.59894(N)    103 38 09.99956(W)     ADJUSTED  
 DQ0784* NAVD 88     -      1319.3    (meters)    4328.     (feet)  VERTCON   
 DQ0784  ___________________________________________________________________
 DQ0784  LAPLACE CORR-           1.83  (seconds)                    DEFLEC99
 DQ0784  GEOID HEIGHT-         -22.30  (meters)                     GEOID03
 DQ0784
 DQ0784  HORZ ORDER  -  FIRST
 DQ0784
 DQ0784.The horizontal coordinates were established by classical geodetic methods
 DQ0784.and adjusted by the National Geodetic Survey in December 1993..
 DQ0784
 DQ0784.The NAVD 88 height was computed by applying the VERTCON shift value to
 DQ0784.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DQ0784
 DQ0784.The Laplace correction was computed from DEFLEC99 derived deflections.
 DQ0784
 DQ0784.The geoid height was determined by GEOID03.
 DQ0784
 DQ0784;                    North         East     Units Scale Factor Converg.
 DQ0784;SPC NM E     -   268,258.450   229,843.886   MT  0.99996091   +0 23 02.4
 DQ0784;SPC NM E     -   880,111.26    754,079.48   sFT  0.99996091   +0 23 02.4
 DQ0784;UTM  13      - 3,698,391.564   626,810.296   MT  0.99979826   +0 45 04.5
 DQ0784
 DQ0784!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ0784!SPC NM E     -   0.99979642  x   0.99996091  =   0.99975733
 DQ0784!UTM  13      -   0.99979642  x   0.99979826  =   0.99959472
 DQ0784
 DQ0784|---------------------------------------------------------------------|
 DQ0784| PID    Reference Object                     Distance      Geod. Az  |
 DQ0784|                                                           dddmmss.s |
 DQ0784| CJ6819 CAPROCK RM 1                         47.811 METERS 03549     |
 DQ0784| CJ6820 CAPROCK RM 2                         35.262 METERS 12102     |
 DQ0784| DQ0785 CAPROCK AZ MK                       APPROX. 1.6 KM 2431502.1 |
 DQ0784|---------------------------------------------------------------------|
 DQ0784
 DQ0784                          SUPERSEDED SURVEY CONTROL
 DQ0784
 DQ0784  NAD 83(1986)-  33 25 02.60401(N)    103 38 09.99240(W) AD(       ) 1
 DQ0784  NAD 27      -  33 25 02.22300(N)    103 38 08.15100(W) AD(       ) 1
 DQ0784  NGVD 29 (07/19/86) 1318.8    (m)         4327.     (f) VERT ANG       
 DQ0784
 DQ0784.Superseded values are not recommended for survey control.
 DQ0784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0784.See file dsdata.txt to determine how the superseded data were derived.
 DQ0784
 DQ0784_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFS2681098392(NAD 83)
 DQ0784_MARKER: DS = TRIANGULATION STATION DISK
 DQ0784_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0784_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 DQ0784_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ0784+SATELLITE: SATELLITE OBSERVATIONS - 1986
 DQ0784
 DQ0784  HISTORY     - Date     Condition        Report By
 DQ0784  HISTORY     - 1935     MONUMENTED       CGS
 DQ0784  HISTORY     - 1973     GOOD             USGS
 DQ0784  HISTORY     - 1975     GOOD             NGS
 DQ0784  HISTORY     - 1980     GOOD             NGS
 DQ0784  HISTORY     - 1986     GOOD
 DQ0784
 DQ0784                          STATION DESCRIPTION
 DQ0784
 DQ0784'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 DQ0784'ABOUT 4 MILES EAST-NORTHEAST OF CAPROCK, ON PASTURE LAND ON THE
 DQ0784'HIGHEST GROUND IN THE VICINITY, ABOUT 0.2 MILE NORTHWEST OF A
 DQ0784'WINDMILL, RANK, AN SOME TREES, ABOUT 1-1/2 MILES NORTH OF U.S.
 DQ0784'HIGHWAY 380.  TO REACH FROM THE CAPROCK POST OFFICE GO EAST ON
 DQ0784'U.S. HIGHWAY 380 FOR 0.7 MILE, LEAVE THE HIGHWAY AND GO TO THE
 DQ0784'LEFT (EASTERLY) ON A TRAIL 1.3 MILES, CROSS A CATTLE GUARD AND
 DQ0784'CONTINUE ON THE TRAIL 1.9 MILES, CROSS A CATTLE GUARD, GO
 DQ0784'EASTERLY ON THE TRAIL 1.4 MILES TO A WINDMILL, TANK, AND
 DQ0784'TREES, LEAVE THE TRAIL NORTHWEST OF THE WINDMILL, GO ACROSS
 DQ0784'COUNTRY 0.2 MILE NORTHWEST TO THE STATION.  THE SURFACE,
 DQ0784'UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD DISKS
 DQ0784'SET IN CONCRETE.  REFERENCE
 DQ0784'MARK NO. 1 IS 156.86 FEET FROM THE STATION
 DQ0784'AND NO. 2 IS 115.69 FEET FROM THE STATION.
 DQ0784'THE AZIMUTH MARK IS 14 FEET SOUTH OF
 DQ0784'THE TRAIL AND 1.1 MILES FROM THE STATION.
 DQ0784
 DQ0784                          STATION RECOVERY (1973)
 DQ0784
 DQ0784'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973 (JCH)
 DQ0784'TO REACH FROM THE CAPROCK POST OFFICE, GO EAST ON U.S. 380 FOR
 DQ0784'3.0 MILES TO THE CAPROCK CHURCH AT A CROSS ROADS, TURN LEFT
 DQ0784'AND DRIVE 3.0 MILES ON PAVED ROAD.  THE AZIMUTH MARK IS 200
 DQ0784'FEET EAST OF THE EAST ROW FENCE.  CONTINUE NORTH 0.8 MI. TO
 DQ0784'GOOD OIL FIELD ROAD RIGHT.  THENCE EAST 0.85 MI. TO A 45 DEG.
 DQ0784'ROAD RIGHT.  THENCE SE ON TRACK ROAD TOWARD A WINDMILL AND TWO
 DQ0784'TREES 0.4 MI., THEN S 90 DEG W.  RIGHT ACROSS GRASS 0.1 MI. TO
 DQ0784'STATION, AND BOTH REF. MARKS, IN PLACE AND STAMPED AS NOTED, BY
 DQ0784'W.R.  PORTER IN 1935.  THE DISTANCE NW OF THE WINDMILL IS
 DQ0784'ABOUT 0.4 MI., RATHER THAN 0.2 MI.
 DQ0784
 DQ0784                          STATION RECOVERY (1975)
 DQ0784
 DQ0784'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (WFP)
 DQ0784'THE STATION MARK, REFERENCE MARKS AND AZIMUTH MARK WERE RECOVERED
 DQ0784'IN GOOD CONDITION.  THE DIRECTIONS AND DISTANCES TO THE REFERENCE
 DQ0784'MARKS COMPARED FAVORABLY WITH THE 1935 DATA, WITH THE EXCEPTION
 DQ0784'OF REFERENCE MARK 1, WHERE A DIFFERENCE IN DISTANCE OF 0.07 FEET
 DQ0784'WAS NOTED.  THE STATION MARK WAS THE ANTENNA SITE FOR GEOCEIVER
 DQ0784'STATION 51049.
 DQ0784'
 DQ0784'A NEW DESCRIPTION FOLLOWS.
 DQ0784'
 DQ0784'THE STATION IS LOCATED ABOUT 4 MILES EAST-NORTHEAST OF THE
 DQ0784'CAPROCK POST OFFICE, ABOUT 0.4 MILE NORTHWEST OF A WINDMILL AND
 DQ0784'TWO LARGE TREES, ON PASTURE LAND ON THE HIGHEST GROUND IN THE
 DQ0784'VICINITY.  THE PROPERTY IS OWNED BY CARL L. JOHNSON, BOX 917,
 DQ0784'TATUM, NEW MEXICO.  PHONE NO. 86547.  MR. JOHNSONS RANCH IS ABOUT
 DQ0784'TWO MILES NORTHEAST OF THE STATION.
 DQ0784'
 DQ0784'TO REACH THE STATION FROM THE CAPROCK POST OFFICE, GO EAST ON U.S.
 DQ0784'HIGHWAY 380 FOR 3.1 MILES TO THE CAPROCK BAPTIST CHURCH AND A
 DQ0784'PAVED ROAD ON THE LEFT.  TURN LEFT AND GO NORTH ON PAVED ROAD FOR
 DQ0784'1.6 MILES TO A CATTLE GUARD, CONTINUE ON PAVED ROAD FOR 1.4
 DQ0784'MILES TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE ON PAVED ROAD
 DQ0784'FOR 0.2 MILE TO A CATTLE GUARD, PASS THROUGH CATTLE GUARD AND
 DQ0784'CONTINUE ON PAVED ROAD FOR 0.6 MILE TO AN OIL FIELD ROAD AND
 DQ0784'CATTLE GUARD ON THE RIGHT.  TURN RIGHT AND GO EAST ON THE OIL
 DQ0784'FIELD ROAD FOR 0.7 MILE TO A TRACK ROAD ON THE RIGHT, BEAR
 DQ0784'RIGHT AND GO SOUTHEAST UPHILL ON THE TRACK ROAD TOWARD A
 DQ0784'WINDMILL AND TWO TREES FOR 0.4 MILE.  AT THIS POINT TURN
 DQ0784'RIGHT AND GO SOUTHWEST ACROSS PASTURE FOR 0.1 MILE TO THE
 DQ0784'STATION.
 DQ0784'
 DQ0784'THE STATION MARK IS A STANDARD DISK, STAMPED CAPROCK 1935,
 DQ0784'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 DQ0784'PROJECTS 7 INCHS ABOVE THE GROUND.  IT IS 0.4 MILE NORTHWEST OF
 DQ0784'A WINDMILL AND TWO LARGE TREES, 414 FEET SOUTHWEST OF THE CENTER
 DQ0784'OF THE TRACK ROAD AND 4 FEET WEST OF A METAL WITNESS POST.
 DQ0784'
 DQ0784'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CAPROCK 1935 NO 1,
 DQ0784'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 DQ0784'7 INCHES.  IT IS 252 FEET SOUTHWEST OF THE CENTER OF THE TRACK
 DQ0784'ROAD.
 DQ0784'
 DQ0784'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED CAPROCK 1935 NO 2,
 DQ0784'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 DQ0784'9 INCHES.  IT IS 383 FEET SOUTHWEST OF THE CENTER OF A TRACK
 DQ0784'ROAD.
 DQ0784'
 DQ0784'AZIMUTH MARK IS A REFERENCE DISK, STAMPED CAPROCK 1935 AZIMUTH, SET
 DQ0784'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 12
 DQ0784'INCHES.  IT IS 231 FEET EAST OF THE CENTER OF A PAVED ROAD AND
 DQ0784'198 FEET EAST OF A FENCE LINE.
 DQ0784'
 DQ0784'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES
 DQ0784'EAST-NORTHEAST OF CAPROCK.
 DQ0784
 DQ0784                          STATION RECOVERY (1980)
 DQ0784
 DQ0784'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 DQ0784'STATION RECOVERED AND ALL MARKS ARE IN GOOD CONDITION.  DISTANCE AND
 DQ0784'DIRECTION TO REFERENCE MARKS COMPARED FAVORABLY WITH THE PREVIOUS
 DQ0784'DATA.
 DQ0784'
 DQ0784'STATION IS LOCATED ABOUT 4.5 MILES NORTHEAST OF CAPROCK POST OFFICE
 DQ0784'AND STORE, 3 MILES NORTH OF U.S. HIGHWAY 380, 1 MILE EAST OF COUNTY
 DQ0784'ROAD 156, 0.3 MILE WEST-NORTHWEST OF A METAL WINDMILL AND TWO TREES.
 DQ0784'
 DQ0784'STATION IS REACHED FROM THE POST OFFICE AND STORE IN CAPROCK.  GO
 DQ0784'SOUTHEAST ON U.S. HIGHWAY 380 FOR 3.25 MILES TO COUNTY ROAD 156 AND
 DQ0784'THE CAPROCK BAPTIST CHURCH ON LEFT.  TURN LEFT AND GO NORTHERLY ON
 DQ0784'COUNTY ROAD 156 FOR 3.1 MILES TO THE AZIMUTH MARK ON RIGHT, AS
 DQ0784'DESCRIBED, CONTINUE STRAIGHT AHEAD ON ROAD 156 FOR 0.8 MILE TO A
 DQ0784'GRADED ROAD AND SIGN, NINE RANCH 2 ON RIGHT.  TURN RIGHT AND GO
 DQ0784'EASTERLY ON GRADED ROAD FOR 0.7 MILE TO A TRACK ROAD RIGHT.  TURN
 DQ0784'RIGHT AND GO SOUTH-SOUTHWEST ON TRACK ROAD FOR 0.45 MILE TOWARD A
 DQ0784'WINDMILL AND TWO TREES.  TURN RIGHT, AND GO SOUTHWESTERLY ACROSS
 DQ0784'COUNTRY FOR 0.1 MILE TO STATION.
 DQ0784'
 DQ0784'STATION IS A STANDARD DISK, STAMPED---CAPROCK 1935---, SET IN THE TOP
 DQ0784'OF A SQUARE CONCRETE MONUMENT PROJECTING ABOUT 11 INCHES, 0.3 MILE
 DQ0784'WEST-NORTHWEST OF A WINDMILL AND TWO TREES, 0.1 MILE SOUTHWEST OF A
 DQ0784'TRACK ROAD, 2.3 FEET SOUTH-SOUTHWEST OF A METAL WITNESS POST.
 DQ0784'
 DQ0784'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED---CAPROCK NO 1 1935---,
 DQ0784'SET IN THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTING ABOUT 7
 DQ0784'INCHES.
 DQ0784'
 DQ0784'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED---CAPROCK NO 2 1935---,
 DQ0784'SET IN THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTING 9 INCHES.
 DQ0784'
 DQ0784'AZIMUTH MARK IS A STANDARD DISK, STAMPED---CAPROCK AZIMUTH 1935---,
 DQ0784'SET IN THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTING 11 INCHES,
 DQ0784'330 FEET EAST OF CENTER OF COUNTY ROAD 156, 197 FEET EAST OF A FENCE.
 DQ0784
 DQ0784                          STATION RECOVERY (1986)
 DQ0784
 DQ0784'RECOVERED 1986
 DQ0784'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0473 ***********************************************************************
 GN0473  DESIGNATION -  CAPULIN
 GN0473  PID         -  GN0473
 GN0473  STATE/COUNTY-  NM/RIO ARRIBA
 GN0473  USGS QUAD   -  GALLINA (1963)
 GN0473
 GN0473                         *CURRENT SURVEY CONTROL
 GN0473  ___________________________________________________________________
 GN0473* NAD 83(1992)-  36 14 42.07503(N)    106 46 02.19591(W)     ADJUSTED  
 GN0473* NAVD 88     -      2805.2    (meters)    9203.     (feet)  VERTCON   
 GN0473  ___________________________________________________________________
 GN0473  LAPLACE CORR-           5.58  (seconds)                    DEFLEC99
 GN0473  GEOID HEIGHT-         -18.60  (meters)                     GEOID03
 GN0473
 GN0473  HORZ ORDER  -  SECOND
 GN0473
 GN0473.The horizontal coordinates were established by classical geodetic methods
 GN0473.and adjusted by the National Geodetic Survey in December 1993..
 GN0473
 GN0473.The NAVD 88 height was computed by applying the VERTCON shift value to
 GN0473.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GN0473
 GN0473.The Laplace correction was computed from DEFLEC99 derived deflections.
 GN0473
 GN0473.The geoid height was determined by GEOID03.
 GN0473
 GN0473;                    North         East     Units Scale Factor Converg.
 GN0473;SPC NM C     -   581,822.077   453,509.588   MT  0.99992662   -0 18 21.0
 GN0473;SPC NM C     - 1,908,861.26  1,487,889.37   sFT  0.99992662   -0 18 21.0
 GN0473;UTM  13      - 4,012,573.605   341,206.083   MT  0.99991069   -1 02 42.4
 GN0473
 GN0473!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GN0473!SPC NM C     -   0.99956285  x   0.99992662  =   0.99948950
 GN0473!UTM  13      -   0.99956285  x   0.99991069  =   0.99947358
 GN0473
 GN0473|---------------------------------------------------------------------|
 GN0473| PID    Reference Object                     Distance      Geod. Az  |
 GN0473|                                                           dddmmss.s |
 GN0473| CD3210 CAPULIN RM 1                          6.469 METERS 00945     |
 GN0473| GN0469 ENCINO                              APPROX.23.7 KM 1260523.0 |
 GN0473| CD3211 CAPULIN RM 2                         27.598 METERS 16223     |
 GN0473|---------------------------------------------------------------------|
 GN0473
 GN0473                          SUPERSEDED SURVEY CONTROL
 GN0473
 GN0473  NAD 83(1986)-  36 14 42.07663(N)    106 46 02.20096(W) AD(       ) 2
 GN0473  NAD 27      -  36 14 42.02440(N)    106 46 00.06200(W) AD(       ) 2
 GN0473  NGVD 29 (07/19/86) 2804.0    (m)         9199.     (f) VERT ANG       
 GN0473
 GN0473.Superseded values are not recommended for survey control.
 GN0473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0473.See file dsdata.txt to determine how the superseded data were derived.
 GN0473
 GN0473_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCA4120612574(NAD 83)
 GN0473_MARKER: DS = TRIANGULATION STATION DISK
 GN0473_SETTING: 0 = UNSPECIFIED SETTING
 GN0473
 GN0473  HISTORY     - Date     Condition        Report By
 GN0473  HISTORY     - 1960     MONUMENTED       CGS
 GN0473
 GN0473                          STATION DESCRIPTION
 GN0473
 GN0473'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (HWK)
 GN0473'THE STATION IS APPROXIMATELY 10 MILES NORTHWEST OF COYOTE,
 GN0473'5 MILES EAST OF GALLINA, 2 MILES NORTHEAST OF CAPULIN, ON THE
 GN0473'SOUTHWESTERN RIM, HIGHEST POINT OF CAPULIN PEAK AND ON PROPERTY
 GN0473'OF THE SANTA FE NATIONAL FOREST.
 GN0473'
 GN0473'TO REACH THE STATION FROM THE POST OFFICE IN GALLINA, GO EAST
 GN0473'ON STATE HIGHWAY 96 FOR 2.6 MILES TO A SIDE ROAD ON THE LEFT.
 GN0473'TURN LEFT, CROSSING A CATTLE GUARD AND FOLLOW A GRADED LOGGING
 GN0473'ROAD NORTHERLY UP A CANYON 3.5 MILES TO A SIDE ROAD ON THE LEFT
 GN0473'AND A SIGN INDIOS 6 MESA ALTA 6.  TURN LEFT, NORTH, FOR 0.05
 GN0473'MILE TO A ROAD FORK.  BEAR LEFT AND GO 0.1 MILE TO A TRACK ROAD
 GN0473'ON THE LEFT.  TURN LEFT, WESTERLY, FOR 0.1 MILE TO THE END OF
 GN0473'TRUCK TRAVEL.  PACK WESTERLY UP HILLSIDE TO THE HIGHEST POINT
 GN0473'OF THE HILL AND THE STATION.  PACKING TIME 30 MINUTES.
 GN0473'
 GN0473'STATION MARK, A STANDARD DISK STAMPED CAPULIN 1960, IS BRAZED
 GN0473'TO THE TOP OF AN IRON PIPE WHICH PROJECTS 5 INCHES.  IT IS 98
 GN0473'FEET NORTH OF THE SOUTH EDGE OF THE BLUFF, 23 FEET SOUTH OF A
 GN0473'24-INCH PINE TREE WITH A TRIANGLE BLAZE AND 17 FEET NORTHEAST
 GN0473'OF A 30-INCH PINE TREE WITH A TRIANGLE BLAZE.
 GN0473'
 GN0473'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED CAPULIN NO 1 1960,
 GN0473'IS CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH PROJECTS
 GN0473'6 INCHES.  IT IS AT THE BASE OF A 24-INCH PINE TREE WITH A
 GN0473'TRIANGLE BLAZE.
 GN0473'
 GN0473'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED CAPULIN NO 2 1960,
 GN0473'IS CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH PROJECTS
 GN0473'2 INCHES.  IT IS 24 FEET NORTH OF THE SOUTH EDGE OF THE BLUFF
 GN0473'AND 3 FEET NORTH OF A 30-INCH PINE TREE.
 GN0473'
 GN0473'THERE WAS NO SUITABLE PLACE TO SET AN AZIMUTH MARK.
 GN0473'
 GN0473'NOTE--REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0476 ***********************************************************************
 GN0476  DESIGNATION -  CAPULIN
 GN0476  PID         -  GN0476
 GN0476  STATE/COUNTY-  NM/RIO ARRIBA
 GN0476  USGS QUAD   -  GALLINA (1963)
 GN0476
 GN0476                         *CURRENT SURVEY CONTROL
 GN0476  ___________________________________________________________________
 GN0476* NAD 83(1992)-  36 14 40.63581(N)    106 46 01.88373(W)     ADJUSTED  
 GN0476* NAVD 88     -      2803.5    (meters)    9198.     (feet)  VERTCON   
 GN0476  ___________________________________________________________________
 GN0476  LAPLACE CORR-           5.57  (seconds)                    DEFLEC99
 GN0476  GEOID HEIGHT-         -18.60  (meters)                     GEOID03
 GN0476
 GN0476  HORZ ORDER  -  THIRD
 GN0476
 GN0476.The horizontal coordinates were established by classical geodetic methods
 GN0476.and adjusted by the National Geodetic Survey in December 1993..
 GN0476
 GN0476.The NAVD 88 height was computed by applying the VERTCON shift value to
 GN0476.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GN0476
 GN0476.The Laplace correction was computed from DEFLEC99 derived deflections.
 GN0476
 GN0476.The geoid height was determined by GEOID03.
 GN0476
 GN0476;                    North         East     Units Scale Factor Converg.
 GN0476;SPC NM C     -   581,777.678   453,517.145   MT  0.99992661   -0 18 20.8
 GN0476;SPC NM C     - 1,908,715.60  1,487,914.17   sFT  0.99992661   -0 18 20.8
 GN0476;UTM  13      - 4,012,529.113   341,213.067   MT  0.99991066   -1 02 42.1
 GN0476
 GN0476!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GN0476!SPC NM C     -   0.99956312  x   0.99992661  =   0.99948976
 GN0476!UTM  13      -   0.99956312  x   0.99991066  =   0.99947381
 GN0476
 GN0476:                Primary Azimuth Mark                     Grid Az
 GN0476:SPC NM C     -  BLANCA                                   280 26 09.6
 GN0476:UTM  13      -  BLANCA                                   281 10 30.9
 GN0476
 GN0476|---------------------------------------------------------------------|
 GN0476| PID    Reference Object                     Distance      Geod. Az  |
 GN0476|                                                           dddmmss.s |
 GN0476| GN0497 BLANCA                              APPROX. 6.7 KM 2800748.8 |
 GN0476|---------------------------------------------------------------------|
 GN0476
 GN0476                          SUPERSEDED SURVEY CONTROL
 GN0476
 GN0476  NAD 83(1986)-  36 14 40.63709(N)    106 46 01.88931(W) AD(       ) 3
 GN0476  NAD 27      -  36 14 40.57628(N)    106 45 59.74885(W) AD(       ) 3
 GN0476  NGVD 29 (07/19/86) 2802.3    (m)         9194.     (f) VERT ANG       
 GN0476
 GN0476.Superseded values are not recommended for survey control.
 GN0476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0476.See file dsdata.txt to determine how the superseded data were derived.
 GN0476
 GN0476_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCA4121312529(NAD 83)
 GN0476_MARKER: DD = SURVEY DISK
 GN0476_SETTING: 66 = SET IN ROCK OUTCROP
 GN0476_SP_SET: SET IN ROCK OUTCROP
 GN0476_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GN0476+STABILITY: POSITION/ELEVATION WELL
 GN0476
 GN0476  HISTORY     - Date     Condition        Report By
 GN0476  HISTORY     - 1938     MONUMENTED       USGS
 GN0476
 GN0476                          STATION DESCRIPTION
 GN0476
 GN0476'DESCRIBED BY US GEOLOGICAL SURVEY 1938
 GN0476'STATION IS ON A FLAT TOP MOUNTAIN KNOWN AS CAPULIN, ABOUT 5 MI.
 GN0476'DISTANT FROM GALLINA POST OFFICE, ON A MAGNETIC AZIMUTH OF 70
 GN0476'DEGREES, AND ABOUT 2.3 MI. W. OF E. FROM VILLAGE OF CAPULIN.
 GN0476'STATION IS ON THE S. RIMROCK ABOUT 400 FT. E. OF THE EXTREME SW.
 GN0476'POINT.
 GN0476'
 GN0476'STATION IS REACHED FROM GALLINA POST OFFICE BY THE GALLINA-COYOTE
 GN0476'ROAD 9.6 MI. TO SIDE RD. N. TO MESA ALTA (MARKED BY USFS SIGN),
 GN0476'THENCE ON THE SIDE RD. GO 3.4 MI. AND TAKE LEFT FORK, CONTINUING
 GN0476'MEASUREMENT AT 4.2 MI. KEEP LEFT, AT 10.55 MI. TURN LEFT FROM RD.
 GN0476'AND GO AROUND S. SIDE OF WIRE FENCED FIELD TO W. SIDE AND TURN W.
 GN0476'UP FLAT DRAW TO END OF TRUCK TRAVEL AT 11.2 MI.  STATION IS ON
 GN0476'RIMROCK ABOUT 0.4 MI. W.
 GN0476'
 GN0476'STATION MARK--STANDARD BRONZE TABLET, STAMPED ---CAPULIN-D 1938---,
 GN0476'CEMENTED IN SOLID ROCK OF RIMROCK.
 GN0476'
 GN0476'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1522 ***********************************************************************
 GL1522  DESIGNATION -  CAPULIN
 GL1522  PID         -  GL1522
 GL1522  STATE/COUNTY-  NM/UNION
 GL1522  USGS QUAD   -  FOLSOM (1972)
 GL1522
 GL1522                         *CURRENT SURVEY CONTROL
 GL1522  ___________________________________________________________________
 GL1522* NAD 83(1992)-  36 47 01.45555(N)    103 58 05.14475(W)     ADJUSTED  
 GL1522* NAVD 88     -      2490.9    (meters)    8172.     (feet)  VERTCON   
 GL1522  ___________________________________________________________________
 GL1522  LAPLACE CORR-          -5.07  (seconds)                    DEFLEC99
 GL1522  GEOID HEIGHT-         -18.89  (meters)                     GEOID03
 GL1522
 GL1522  HORZ ORDER  -  FIRST
 GL1522
 GL1522.The horizontal coordinates were established by classical geodetic methods
 GL1522.and adjusted by the National Geodetic Survey in December 1993..
 GL1522
 GL1522.The NAVD 88 height was computed by applying the VERTCON shift value to
 GL1522.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GL1522
 GL1522.The Laplace correction was computed from DEFLEC99 derived deflections.
 GL1522
 GL1522.The geoid height was determined by GEOID03.
 GL1522
 GL1522;                    North         East     Units Scale Factor Converg.
 GL1522;SPC NM E     -   641,540.700   197,599.346   MT  0.99992218   +0 13 07.3
 GL1522;SPC NM E     - 2,104,788.11    648,290.52   sFT  0.99992218   +0 13 07.3
 GL1522;UTM  13      - 4,071,378.644   592,075.575   MT  0.99970444   +0 37 04.6
 GL1522
 GL1522!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GL1522!SPC NM E     -   0.99961220  x   0.99992218  =   0.99953441
 GL1522!UTM  13      -   0.99961220  x   0.99970444  =   0.99931675
 GL1522
 GL1522:                Primary Azimuth Mark                     Grid Az
 GL1522:SPC NM E     -  FOLSOM COAL LANDING CHUTE                031 05 36.9
 GL1522:UTM  13      -  FOLSOM COAL LANDING CHUTE                030 41 39.6
 GL1522
 GL1522|---------------------------------------------------------------------|
 GL1522| PID    Reference Object                     Distance      Geod. Az  |
 GL1522|                                                           dddmmss.s |
 GL1522| GL1520 FOLSOM COAL LANDING CHUTE           APPROX. 7.8 KM 0311844.2 |
 GL1522| GL1521 FOLSOM RED RAILROAD TANK            APPROX. 7.8 KM 0315722.7 |
 GL1522| CM8590 CAPULIN RM 1                          6.057 METERS 05353     |
 GL1522| GL1518 DES MOINES SCHOOLHOUSE CHIMNEY      APPROX.12.3 KM 1032614.5 |
 GL1522| CM8591 CAPULIN RM 2                         13.910 METERS 11939     |
 GL1522| CM8589 CAPULIN AZ MK                                      2361930.8 |
 GL1522|---------------------------------------------------------------------|
 GL1522
 GL1522                          SUPERSEDED SURVEY CONTROL
 GL1522
 GL1522  NAD 83(1992)-  36 47 01.46280(N)    103 58 05.14162(W) AD(       ) 1
 GL1522  NAD 83(1986)-  36 47 01.46309(N)    103 58 05.14006(W) AD(       ) 1
 GL1522  NAD 27      -  36 47 01.37400(N)    103 58 03.24800(W) AD(       ) 1
 GL1522  NGVD 29 (07/19/86) 2489.9    (m)         8169.     (f) VERT ANG       
 GL1522
 GL1522.Superseded values are not recommended for survey control.
 GL1522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1522.See file dsdata.txt to determine how the superseded data were derived.
 GL1522
 GL1522_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEA9207671379(NAD 83)
 GL1522_MARKER: DS = TRIANGULATION STATION DISK
 GL1522_SETTING: 66 = SET IN ROCK OUTCROP
 GL1522_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GL1522+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2004
 GL1522
 GL1522  HISTORY     - Date     Condition        Report By
 GL1522  HISTORY     - 1945     MONUMENTED       CGS
 GL1522  HISTORY     - 1970     MARK NOT FOUND   TPC
 GL1522  HISTORY     - 1971     SEE DESCRIPTION  NGS
 GL1522  HISTORY     - 1972     MARK NOT FOUND   USGS
 GL1522  HISTORY     - 1973     GOOD             NGS
 GL1522  HISTORY     - 20020906 POOR             GEOCAC
 GL1522  HISTORY     - 20040806 GOOD             USPSQD
 GL1522
 GL1522                          STATION DESCRIPTION
 GL1522
 GL1522'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (CAE)
 GL1522'STATION IS LOCATED ON THE APPROXIMATE HIGHEST POINT OF THE
 GL1522'RIM AROUND THE CRATER OF CAPULIN MOUNTAIN AND IS WITHIN THE
 GL1522'CAPULIN MOUNTAIN NATIONAL MONUMENT.  IT IS LOCATED IN APPROXIMATE
 GL1522'AIR LINE DISTANCES 26 MILES ESE OF RATON, 8 MILES WNW OF
 GL1522'DES MOINES, 6-1/2 MILES SW OF FOLSOM, AND 4 MILES NNE OF CAPULIN.
 GL1522'
 GL1522'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 87
 GL1522'AND 64 IN CAPULIN (THIS IS 29 MILES E OF RATON), GO N ON
 GL1522'U.S. HIGHWAY 64 FOR 1.85 MILES TO THE AZIMUTH MARK NEAR A ROCK
 GL1522'CAIRN ON THE RIGHT SIDE OF THE HIGHWAY.  CONTINUE ON U.S.
 GL1522'HIGHWAY 64 FOR 0.7 MILE TO A FORK.  TAKE THE RIGHT FORK LEAVING
 GL1522'THE HIGHWAY AND GO 0.4 MILE TO WHERE THE ROAD ENTERS CAPULIN
 GL1522'MOUNTAIN NATIONAL MONUMENT ACROSS A CATTLE GUARD.  CONTINUE
 GL1522'ON THE MAIN ROAD UP THE MOUNTAIN, GOING FOR 2.1 MILES TO THE
 GL1522'PARKING AREA AND THE END OF TRUCK TRAVEL.  FROM HERE PACK
 GL1522'UP THE TRAIL ALONG THE N RIM FOR ABOUT 1/3 MILE TO THE
 GL1522'HIGHEST POINT AND THE STATION.
 GL1522'
 GL1522'STATION MARK IS A BRONZE STATION DISK SET IN OUTCROPPING BEDROCK
 GL1522'WHICH PROJECTS ABOUT 1 INCH ABOVE THE SURROUNDING SURFACE.
 GL1522'IT IS LOCATED ABOUT 5 FEET S OF THE TRAIL WHICH FOLLOWS AROUND
 GL1522'THE RIM.  DISK IS STAMPED CAPULIN 1945.
 GL1522'
 GL1522'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN OUTCROPPING
 GL1522'BEDROCK WHICH PROJECTS 2 INCHES ON THE DOWNHILL SIDE.  IT
 GL1522'IS LOCATED NE OF THE STATION AND ABOUT 4 FEET LOWER.  DISK
 GL1522'IS STAMPED CAPULIN NO 1 1945.
 GL1522'
 GL1522'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN OUTCROPPING
 GL1522'BEDROCK WHICH PROJECTS 8 INCHES ABOVE THE SURROUNDING SURFACE.
 GL1522'IT IS LOCATED SE OF THE STATION AND ABOUT 4 FEET LOWER.  DISK
 GL1522'IS STAMPED CAPULIN NO 2 1945.
 GL1522'
 GL1522'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN A BOULDER WHICH
 GL1522'PROJECTS 7 INCHES ABOVE THE SURROUNDING SURFACE.  IT IS
 GL1522'LOCATED 1-1/2 MILES WSW OF THE STATION, 48.5 FEET E OF THE
 GL1522'CENTER OF U.S. HIGHWAY 64, 28.2 FEET N OF HIGHWAY MARKER
 GL1522'104+72.24, AND 5-1/2 FEET ENE OF A 4-FOOT ROCK CAIRN.  DISK
 GL1522'IS STAMPED CAPULIN 1945.
 GL1522'
 GL1522'HEIGHT OF LIGHT ABOVE STATION MARK - 1.4 METERS.
 GL1522
 GL1522                          STATION RECOVERY (1970)
 GL1522
 GL1522'RECOVERY NOTE BY US ARMY TOPOGRAPHIC COMMAND (NOW DMA) 1970 (WOK)
 GL1522'THE DISK OF THE STATION MARK WAS NOT FOUND.  THE CARETAKER
 GL1522'OF CAPULIN MOUNTAIN STATES THAT THE DISK HAS BEEN MISSING
 GL1522'FOR AT LEAST 10 YEARS.  THE REFERENCE MARKS AND AZIMUTH
 GL1522'MARK WERE FOUND IN GOOD CONDITION.
 GL1522
 GL1522                          STATION RECOVERY (1971)
 GL1522
 GL1522'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 GL1522'THE STATION MARK, WHICH WAS SET IN OUT-CROPPING BEDROCK WAS
 GL1522'FOUND DESTROYED.  THE AZIMUTH MARK AND REFERENCE MARKS 1
 GL1522'AND 2 WERE RECOVERED AND FOUND IN GOOD CONDITION.
 GL1522'
 GL1522'A NEW STATION MARK WAS ESTABLISHED FROM THE DISTANCE AND
 GL1522'DIRECTION FROM THE AZIMUTH AND REFERENCE MARKS.
 GL1522'
 GL1522'A COMPLETE AND NEW DESCRIPTION FOLLOWS.
 GL1522'
 GL1522'THE STATION IS LOCATED ABOUT 3-1/2 MILES NORTHEAST OF THE
 GL1522'TOWN OF CAPULIN, ON CAPULIN MOUNTAIN, ON THE NORTHEAST SIDE
 GL1522'AND THE HIGHEST POINT OF RIM AROUND THE CRATER OF MOUNTAIN,
 GL1522'WHICH IS A NATIONAL MONUMENT AND IS CALLED CAPULIN MTN.
 GL1522'NATIONAL MONUMENT.
 GL1522'
 GL1522'THE STATION MARK IS A STANDARD DISK, STAMPED CAPULIN 1945
 GL1522'1971, SET IN A DRILL HOLE IN A BURIED BOULDER THAT IS ABOUT
 GL1522'3-INCHES BELOW THE SURFACE OF THE GROUND.  IT IS 13 FEET SOUTHWEST
 GL1522'OF A FOOT-TRAIL MARKER NO. 18, WHICH IS A 4 X 4 INCH CONCRETE
 GL1522'POST THAT PROJECTS ABOUT 24-INCHES AND HAS THE NUMBER 18
 GL1522'ON THE SIDE, 7 FEET WEST OF THE CENTER OF FOOT-TRAIL AND
 GL1522'6 FEET SOUTH OF THE SOUTH END OF A CONCRETE BENCH.
 GL1522'
 GL1522'REFERENCE MARK NO. 1 IS A STANDARD DISK, STAMPED CAPULIN
 GL1522'NO 1 1945, SET IN A DRILL HOLE IN OUT-CROPPING BEDROCK THAT
 GL1522'IS FLUSH WITH THE GROUND.  IT IS 18 FEET EAST-SOUTHEAST
 GL1522'OF A CONCRETE BENCH, 14 FEET EAST OF THE CENTER OF FOOT-TRAIL
 GL1522'AND 12 FEET SOUTHEAST OF A FOOTTRAIL MARKER POST NO. 18.
 GL1522'
 GL1522'REFERENCE MARK NO. 2 IS A STANDARD DISK, STAMPED CAPULIN
 GL1522'NO 2 1945, SET IN A DRILL HOLE IN OUT-CROPPING BEDROCK THAT
 GL1522'PROJECTS ABOUT 12-INCHES.  IT IS 19 FEET EAST OF A FOOT-TRAIL
 GL1522'MARKER POST NO. 17, 14 FEET EAST OF THE CENTER OF FOOT-TRAIL AND 10
 GL1522'FEET SOUTH OF A LONE CEDAR TREE.
 GL1522'
 GL1522'AZIMUTH MARK IS A STANDARD DISK, STAMPED CAPULIN 1945, SET
 GL1522'IN A DRILL HOLE IN BEDROCK THAT PROJECTS ABOUT 18-INCHES.
 GL1522'IT IS 96 FEET SOUTH OF A TELEPHONE POLE, 48 FEET EAST OF THE
 GL1522'CENTER OF HIGHWAY, 29 FEET NORTH OF A HIGHWAY RIGHT-OF-WAY
 GL1522'MARKER, WHICH IS AN IRON RAIL THAT PROJECTS ABOUT 24-INCHES
 GL1522'AND IS LOCATED ON A LOW LAVA ROCK COVERED RISE.
 GL1522'
 GL1522'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAYS
 GL1522'64, 87 AND STATE HIGHWAY 325 IN CAPULIN, GO NORTHERLY ON
 GL1522'STATE HIGHWAY 325 FOR 1.2 MILES TO CATTLE-GUARD, CONTINUE
 GL1522'STRAIGHT AHEAD NORTHERLY ON STATE HIGHWAY 325 FOR 0.8 MILE
 GL1522'TO A LOW LAVA COVERED RISE ON THE RIGHT AND AZIMUTH MARK
 GL1522'ON THE RIGHT.  CONTINUE STRAIGHT AHEAD NORTH ON STATE HIGHWAY
 GL1522'325 FOR 0.75 MILE TO A SIDE ROAD ON THE RIGHT AND LARGE
 GL1522'SIGN ON THE RIGHT READING CAPULIN MTN. NATIONAL MONUMENT.
 GL1522'TURN RIGHT AND FOLLOW SURFACE ROAD EASTERLY FOR 0.65 MILE
 GL1522'TO FOREST SERVICE HEADQUARTERS AND PARKING-LOT ON THE RIGHT.
 GL1522'HERE CONTINUE FOLLOWING THE MAIN TRAVELED ROAD STRAIGHT
 GL1522'AHEAD LEADING UP SLOPE OF MOUNTAIN FOR 1.2 MILES TO
 GL1522'PARKING-LOT AND END OF TRUCK TRAVEL.
 GL1522'
 GL1522'THE FOOT-TRAIL FOLLOWS ALONG RIM OF CRATER WHICH BECOMES A
 GL1522'LOOP, STANDING AT THE PARKING-LOT AND LOOKING EASTERLY TO
 GL1522'THE HIGHEST POINT ALONG THE RIM OF CRATER, THE LEFT FOOT-TRAIL
 GL1522'LEADING NORTHEASTERLY UP SLOPE OF MOUNTAIN IS THE SHORTEST
 GL1522'ROUTE TO TAKE.  THIS IS ABOUT A 15 MINUTE PACK.
 GL1522'
 GL1522'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--CAPULIN 3-1/2
 GL1522'MILES NORTHEAST
 GL1522
 GL1522                          STATION RECOVERY (1972)
 GL1522
 GL1522'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972 (CHS)
 GL1522'STATION MARK WAS NOT RECOVERED.  BELIEVED DESTROYED BY FOOT
 GL1522'TRAIL CONSTRUCTION R.M.S 1 AND 2 WERE RECOVERED AND ARE IN GOOD
 GL1522'CONDITION.
 GL1522
 GL1522                          STATION RECOVERY (1973)
 GL1522
 GL1522'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CN)
 GL1522'THE AZIMUTH MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED
 GL1522'AS DESCRIBED IN 1945.  THE STATION MARK WHICH IS STAMPED,
 GL1522'CAPULIN 1945 1971 WAS RECOVERED ON POSITION.  THE MARK IS
 GL1522'SET IN A DRILL HOLE IN A BOULDER WHICH IS FLUSH WITH THE
 GL1522'GROUND SURFACE IN VICINITY OF MARK AND PROJECTS 8 INCHES AT
 GL1522'THE WEST END.  IT IS 7 FEET SOUTHWEST OF THE TRAIL, 6 FEET
 GL1522'SOUTH OF A BENCH, AT POINT OF INTEREST NUMBER 18.
 GL1522'
 GL1522'REFERENCE MARK 1 IS 15 FEET NORTHEAST OF THE CENTER OF THE
 GL1522'TRAIL AND 12 FEET SOUTHEAST OF POINT OF INTEREST POST 18.
 GL1522'
 GL1522'REFERENCE MARK 2 IS 22 FEET EAST OF POINT OF INTEREST POST
 GL1522'17 AND 14 FEET EAST OF THE CENTER OF THE TRAIL.
 GL1522'
 GL1522'TO REACH THE STATION FROM THE POST OFFICE IN CAPULIN, GO
 GL1522'NORTH ALONG NEW MEXICO HIGHWAY 325 FOR 2.1 MILES TO THE
 GL1522'AZIMUTH MARK ON THE RIGHT UNDER A LOW POWER LINE, CONTINUE
 GL1522'NORTH FOR 0.8 MILE TO A PAVED ROAD ON THE RIGHT.  TURN RIGHT
 GL1522'FOR 0.5 MILE TO CAPULIN CRATER VISITOR CENTER.  CONTINUE ALONG
 GL1522'THE MAIN ROAD FOR 2.2 MILES TO PARKING AREA AT END OF ROAD.
 GL1522'PACK ALONG THE TRAIL TO POINTS OF INTEREST 17 AND 18 AND
 GL1522'THE STATION.
 GL1522'
 GL1522'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6-1/2
 GL1522'MILES SOUTHWEST OF FOLSOM
 GL1522
 GL1522                          STATION RECOVERY (2002)
 GL1522
 GL1522'RECOVERY NOTE BY GEOCACHING 2002 (RLW)
 GL1522'FOUND RM 2 IN GOOD CONDITION. FOUND A DISK WITH MARKINGS THAT DON'T
 GL1522'MATCH THE DESCRIPTION WHERE EXPECTED TO FIND THE TRIANGULATION DISK.
 GL1522'RM 1 NOT FOUND. AZ DISK NOT SEARCHED FOR.
 GL1522
 GL1522                          STATION RECOVERY (2004)
 GL1522
 GL1522'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 GL1522'FOUND THE MARK
 GL1522'R1 FOUND
 GL1522'R2 FOUND
 GL1522'DID NOT LOOK FOR AZ
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1514 ***********************************************************************
 GL1514  DESIGNATION -  CAPULIN SCHOOLHOUSE CHIMNEY
 GL1514  PID         -  GL1514
 GL1514  STATE/COUNTY-  NM/UNION
 GL1514  USGS QUAD   -  CAPULIN (1972)
 GL1514
 GL1514                         *CURRENT SURVEY CONTROL
 GL1514  ___________________________________________________________________
 GL1514* NAD 83(1992)-  36 44 16.45593(N)    103 59 43.72552(W)     ADJUSTED  
 GL1514* NAVD 88     -                                                        
 GL1514  ___________________________________________________________________
 GL1514  LAPLACE CORR-          -3.39  (seconds)                    DEFLEC99
 GL1514  GEOID HEIGHT-         -18.82  (meters)                     GEOID03
 GL1514
 GL1514  HORZ ORDER  -  THIRD
 GL1514
 GL1514.The horizontal coordinates were established by classical geodetic methods
 GL1514.and adjusted by the National Geodetic Survey in December 1993..
 GL1514
 GL1514
 GL1514.The Laplace correction was computed from DEFLEC99 derived deflections.
 GL1514
 GL1514.The geoid height was determined by GEOID03.
 GL1514
 GL1514;                    North         East     Units Scale Factor Converg.
 GL1514;SPC NM E     -   636,445.899   195,173.163   MT  0.99992030   +0 12 07.5
 GL1514;SPC NM E     - 2,088,072.92    640,330.62   sFT  0.99992030   +0 12 07.5
 GL1514;UTM  13      - 4,066,268.191   589,685.456   MT  0.99969909   +0 36 03.2
 GL1514
 GL1514                          SUPERSEDED SURVEY CONTROL
 GL1514
 GL1514  NAD 83(1992)-  36 44 16.46279(N)    103 59 43.72157(W) AD(       ) 4
 GL1514  NAD 83(1986)-  36 44 16.46341(N)    103 59 43.71887(W) AD(       ) 4
 GL1514  NAD 27      -  36 44 16.37300(N)    103 59 41.81900(W) AD(       ) 3
 GL1514
 GL1514.Superseded values are not recommended for survey control.
 GL1514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1514.See file dsdata.txt to determine how the superseded data were derived.
 GL1514
 GL1514_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEA8968566268(NAD 83)
 GL1514_MARKER: 85 = CHIMNEY
 GL1514
 GL1514  HISTORY     - Date     Condition        Report By
 GL1514  HISTORY     - 1945     FIRST OBSERVED   CGS
 GL1514  HISTORY     - 20040808 MARK NOT FOUND   USPSQD
 GL1514
 GL1514                          STATION DESCRIPTION
 GL1514
 GL1514'DESCRIBED BY US POWER SQUADRON 2004 (CAL)
 GL1514'MARK NOT FOUND. ACCORDING TO A LOCAL RESIDENT, THE SCHOOL WAS TORN
 GL1514'DOWN YEARS AGO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1495 ***********************************************************************
 CX1495  DESIGNATION -  CAR
 CX1495  PID         -  CX1495
 CX1495  STATE/COUNTY-  NM/OTERO
 CX1495  USGS QUAD   -  LAKE LUCERO SE (1982)
 CX1495
 CX1495                         *CURRENT SURVEY CONTROL
 CX1495  ___________________________________________________________________
 CX1495* NAD 83(1992)-  32 37 15.06215(N)    106 19 14.75430(W)     ADJUSTED  
 CX1495* NAVD 88     -      1213.21   (+/-2cm)    3980.3    (feet)  VERTCON   
 CX1495  ___________________________________________________________________
 CX1495  LAPLACE CORR-           0.37  (seconds)                    DEFLEC99
 CX1495  GEOID HEIGHT-         -23.44  (meters)                     GEOID03
 CX1495
 CX1495  HORZ ORDER  -  FIRST
 CX1495  VERT ORDER  -  THIRD ? (See Below)
 CX1495
 CX1495.The horizontal coordinates were established by classical geodetic methods
 CX1495.and adjusted by the National Geodetic Survey in December 1993..
 CX1495
 CX1495.The NAVD 88 height was computed by applying the VERTCON shift value to
 CX1495.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CX1495.The vertical order pertains to the NGVD 29 superseded value.
 CX1495
 CX1495.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1495
 CX1495.The geoid height was determined by GEOID03.
 CX1495
 CX1495;                    North         East     Units Scale Factor Converg.
 CX1495;SPC NM C     -   179,709.875   493,359.299   MT  0.99990054   -0 02 17.3
 CX1495;SPC NM C     -   589,598.15  1,618,629.63   sFT  0.99990054   -0 02 17.3
 CX1495;UTM  13      - 3,610,025.657   376,089.992   MT  0.99978932   -0 42 43.5
 CX1495
 CX1495!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1495!SPC NM C     -   0.99981323  x   0.99990054  =   0.99971379
 CX1495!UTM  13      -   0.99981323  x   0.99978932  =   0.99960259
 CX1495
 CX1495|---------------------------------------------------------------------|
 CX1495| PID    Reference Object                     Distance      Geod. Az  |
 CX1495|                                                           dddmmss.s |
 CX1495| CC7095 CAR RM 1                             11.158 METERS 08007     |
 CX1495| CC7096 CAR RM 2                             13.750 METERS 17308     |
 CX1495| CX0329 G 322                                              3540415.8 |
 CX1495|---------------------------------------------------------------------|
 CX1495
 CX1495                          SUPERSEDED SURVEY CONTROL
 CX1495
 CX1495  NAD 83(1986)-  32 37 15.06884(N)    106 19 14.75474(W) AD(       ) 1
 CX1495  NAD 27      -  32 37 14.75287(N)    106 19 12.77769(W) AD(       ) 1
 CX1495  NGVD 29 (07/19/86) 1212.63   (m)         3978.4    (f) LEVELING    3  
 CX1495
 CX1495.Superseded values are not recommended for survey control.
 CX1495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1495.See file dsdata.txt to determine how the superseded data were derived.
 CX1495
 CX1495_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS7609010026(NAD 83)
 CX1495_MARKER: DS = TRIANGULATION STATION DISK
 CX1495_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX1495_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CX1495
 CX1495  HISTORY     - Date     Condition        Report By
 CX1495  HISTORY     - 1967     MONUMENTED       CGS
 CX1495
 CX1495                          STATION DESCRIPTION
 CX1495
 CX1495'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (JBJ)
 CX1495'THE STATION IS ABOUT 20 MILES NORTH-NORTHEAST OF MISSILE RANGE
 CX1495'HEADQUARTERS, 1-1/2 MILES WEST-NORTHWEST OF U. S. HIGHWAY 70, 1/4
 CX1495'MILE SOUTHWEST OF THE MARS SITE ENTRANCE ROAD AND ON THE TOP OF A
 CX1495'SMALL MOUND.
 CX1495'
 CX1495'TO REACH THE STATION FROM THE HEADQUARTERS BUILDING, GO NORTH ON
 CX1495'HEADQUARTERS AVENUE, PASSING THROUGH A CHECK POINT, FOR 4.0 MILES TO
 CX1495'U. S. HIGHWAY 70.  TURN RIGHT AND GO NORTHEAST ON U. S. HIGHWAY 70
 CX1495'FOR 4.25 MILES TO THE JUNCTION OF ROUTE 7 ON THE LEFT.  CONTINUE
 CX1495'NORTHEAST ON U. S. HIGHWAY 70 FOR 11.4 MILES TO A PAVED SIDE ROAD
 CX1495'LEFT, WHICH IS THE ENTRANCE ROAD TO THE MARS SITE.  TURN LEFT AND GO
 CX1495'WESTERLY ON THE PAVED ROAD FOR 1.2 MILES TO A SIDE ROAD LEFT AND
 CX1495'TARGET POLE NUMBER 153.  (TO REACH BENCH MARK G 322 WHICH WILL
 CX1495'SERVE AS AN AZIMUTH MARK, CONTINUE WEST FOR 0.5 MILE TO THE MARK ON
 CX1495'THE RIGHT, BETWEEN TWO POWER POLES.).  TURN LEFT AND GO SOUTH ON A
 CX1495'DIRT ROAD FOR 0.45 MILE TO A SMALL MOUND AND THE STATION ON THE
 CX1495'LEFT.
 CX1495'
 CX1495'THE STATION MARK IS A STANDARD DISK, STAMPED CAR 1967, SET IN THE TOP
 CX1495'OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT PROJECTS 4
 CX1495'INCHES ABOVE THE GROUND.  IT IS 166 FEET EAST OF THE ROAD AND 6.2
 CX1495'FEET SOUTHEAST OF A WITNESS POST.  UNDERGROUND MARK IS 46 INCHES
 CX1495'BELOW THE GROUND SURFACE.
 CX1495'
 CX1495'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CAR NO 1 1967, SET IN
 CX1495'THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 CX1495'PROJECTS 6 INCHES ABOVE THE GROUND.  IT IS 183 FEET EAST OF THE
 CX1495'ROAD AND 34.0 FEET NORTHEAST OF THE WITNESS POST.  IT IS ABOUT
 CX1495'THE SAME ELEVATION AS THE STATION.
 CX1495'
 CX1495'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED CAR NO 2 1967, SET IN
 CX1495'THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 CX1495'PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS 202 FEET EAST OF THE
 CX1495'CENTERLINE OF THE ROAD, 50.9 FEET EAST-SOUTHEAST OF THE WITNESS POST
 CX1495'AND ABOUT 2 FEET LOWER IN ELEVATION THAN THE STATION.
 CX1495'
 CX1495'BENCH MARK G 322 IS A STANDARD DISK, STAMPED G 322 1966, SET IN THE
 CX1495'TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT PROJECTS 2
 CX1495'INCHES ABOVE THE GROUND.  IT IS 101 FEET NORTHEAST OF THE PAVED
 CX1495'ROAD, 7.5 FEET NORTHEAST OF A POWER POLE WITH A WITNESS SIGN
 CX1495'ATTACHED AND 6.5 FEET SOUTHWEST OF A POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0970 ***********************************************************************
 CW0970  DESIGNATION -  CAR
 CW0970  PID         -  CW0970
 CW0970  STATE/COUNTY-  NM/EDDY
 CW0970  USGS QUAD   -  ILLINOIS CAMP NE (1985)
 CW0970
 CW0970                         *CURRENT SURVEY CONTROL
 CW0970  ___________________________________________________________________
 CW0970* NAD 83(1992)-  32 44 55.02357(N)    104 01 33.01869(W)     ADJUSTED  
 CW0970* NAVD 88     -      1064.     (meters)    3491.     (feet)  SCALED    
 CW0970  ___________________________________________________________________
 CW0970  LAPLACE CORR-           1.35  (seconds)                    DEFLEC99
 CW0970  GEOID HEIGHT-         -23.10  (meters)                     GEOID03
 CW0970
 CW0970  HORZ ORDER  -  THIRD
 CW0970
 CW0970.The horizontal coordinates were established by classical geodetic methods
 CW0970.and adjusted by the National Geodetic Survey in December 1993..
 CW0970
 CW0970.The orthometric height was scaled from a topographic map.
 CW0970
 CW0970.The Laplace correction was computed from DEFLEC99 derived deflections.
 CW0970
 CW0970.The geoid height was determined by GEOID03.
 CW0970
 CW0970;                    North         East     Units Scale Factor Converg.
 CW0970;SPC NM E     -   193,919.060   193,815.030   MT  0.99991933   +0 09 58.8
 CW0970;SPC NM E     -   636,216.12    635,874.81   sFT  0.99991933   +0 09 58.8
 CW0970;UTM  13      - 3,623,838.946   591,261.130   MT  0.99970269   +0 31 37.2
 CW0970
 CW0970!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CW0970!SPC NM E     -   0.99983653  x   0.99991933  =   0.99975587
 CW0970!UTM  13      -   0.99983653  x   0.99970269  =   0.99953927
 CW0970
 CW0970                          SUPERSEDED SURVEY CONTROL
 CW0970
 CW0970  NAD 83(1986)-  32 44 55.02712(N)    104 01 33.00610(W) AD(       ) 3
 CW0970
 CW0970.Superseded values are not recommended for survey control.
 CW0970.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0970.See file dsdata.txt to determine how the superseded data were derived.
 CW0970
 CW0970_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES9126123839(NAD 83)
 CW0970_MARKER: DS = TRIANGULATION STATION DISK
 CW0970_SETTING: 0 = UNSPECIFIED SETTING
 CW0970_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CW0970
 CW0970  HISTORY     - Date     Condition        Report By
 CW0970  HISTORY     - 1948     MONUMENTED       USGS
 CW0970
 CW0970                          STATION DESCRIPTION
 CW0970
 CW0970'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 CW0970'LOCATED ABOUT 21 MI. E. AND 5.5 MI. S. OF ARTESIA, ABOUT 1.5 MI. N.
 CW0970'OF CAR WELL, AND ABOUT 4.5 MI. S. AND 1 MI. W. OF GREYBURG OIL
 CW0970'COMPANY CAMP, IN SEC. 13, T 18 S, R 29 E, AT THE S. EDGE OF LOCO
 CW0970'HILLS OIL FIELD, ABOUT 0.2 MI. SW. OF THE MOST SOUTHERLY SILVER
 CW0970'OIL TANK ON TOP OF THE HIGHEST SAND DUNE.
 CW0970'
 CW0970'TO REACH FROM JUNCTION OF U.S. HIGHWAY 285 AND STATE HIGHWAY 83, IN
 CW0970'ARTESIA, GO E. ON STATE HIGHWAY 83 ABOUT 23.5 MI. TO JUNCTION WITH
 CW0970'ROAD S. (0.1 MI. W. OF GREYBURG OIL CAMP), TURN S., FOLLOW MAIN
 CW0970'ROAD 4.8 MI. TO JUNCTION WITH ROAD W., FOLLOW ROAD W. TO SILVER
 CW0970'TANK AND END OF ROAD.  PROCEED ACROSS SAND DUNES TO SW. ABOUT 1,100
 CW0970'FT. TO HIGHEST DUNE AND STATION.
 CW0970'
 CW0970'STATION MARK--STANDARD TABLET STAMPED---CAR 1948---, CEMENTED IN TOP
 CW0970'OF STEEL REINFORCED PRACTICE BOMB SET 3.5 FT. IN GROUND.
 CW0970'
 CW0970'REFERENCE MARK NO. 1--STANDARD REFERENCE TABLET STAMPED---CAR NO. 1
 CW0970'1948---, CEMENTED IN TOP OF CONCRETE PRACTICE BOMB SET 3.5 FT. IN
 CW0970'GROUND, 17.84 FT. FROM STATION MARK.
 CW0970'
 CW0970'REFERENCE MARK NO. 2--STANDARD REFERENCE TABLET STAMPED---CAR NO. 2
 CW0970'1948---, CEMENTED IN TOP OF CONCRETE PRACTICE BOMB SET 3.5 FT. IN
 CW0970'GROUND, 17.19 FT. FROM STATION MARK.
 CW0970'
 CW0970'NOTE--GUY WIRES TO STATION SIGNAL ARE SECURELY FASTENED TO BOMB BAY
 CW0970'RING AT BASE OF BOTH REFERENCE MARKS NO. 1 AND NO. 2.  IN THE EVENT
 CW0970'THAT DRIFTING SAND COVERS REFERENCE MARKS, THEY CAN BE LOCATED BY
 CW0970'WIRES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0675 ***********************************************************************
 FM0675  DESIGNATION -  CARI
 FM0675  PID         -  FM0675
 FM0675  STATE/COUNTY-  NM/QUAY
 FM0675  USGS QUAD   -  LESBIA (1968)
 FM0675
 FM0675                         *CURRENT SURVEY CONTROL
 FM0675  ___________________________________________________________________
 FM0675* NAD 83(1992)-  35 10 20.83427(N)    103 36 33.19499(W)     ADJUSTED  
 FM0675* NAVD 88     -      1228.765  (meters)    4031.37   (feet)  ADJUSTED  
 FM0675  ___________________________________________________________________
 FM0675  LAPLACE CORR-          -1.74  (seconds)                    DEFLEC99
 FM0675  GEOID HEIGHT-         -23.36  (meters)                     GEOID03
 FM0675  DYNAMIC HT  -        1227.235 (meters)    4026.35  (feet)  COMP
 FM0675  MODELED GRAV-     979,346.8   (mgal)                       NAVD 88
 FM0675
 FM0675  HORZ ORDER  -  SECOND
 FM0675  VERT ORDER  -  SECOND    CLASS 0
 FM0675
 FM0675.This mark is at Tucumcari Airport (TCC)
 FM0675
 FM0675.The horizontal coordinates were established by classical geodetic methods
 FM0675.and adjusted by the National Geodetic Survey in December 1993..
 FM0675
 FM0675.The orthometric height was determined by differential leveling
 FM0675.and adjusted by the National Geodetic Survey in June 1991..
 FM0675
 FM0675.The Laplace correction was computed from DEFLEC99 derived deflections.
 FM0675
 FM0675.The geoid height was determined by GEOID03.
 FM0675
 FM0675.The dynamic height is computed by dividing the NAVD 88
 FM0675.geopotential number by the normal gravity value computed on the
 FM0675.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0675.degrees latitude (g = 980.6199 gals.).
 FM0675
 FM0675.The modeled gravity was interpolated from observed gravity values.
 FM0675
 FM0675;                    North         East     Units Scale Factor Converg.
 FM0675;SPC NM E     -   462,949.023   230,958.516   MT  0.99996269   +0 25 01.7
 FM0675;SPC NM E     - 1,518,858.59    757,736.40   sFT  0.99996269   +0 25 01.7
 FM0675;UTM  13      - 3,893,053.364   626,648.278   MT  0.99979768   +0 48 04.5
 FM0675
 FM0675!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FM0675!SPC NM E     -   0.99981083  x   0.99996269  =   0.99977353
 FM0675!UTM  13      -   0.99981083  x   0.99979768  =   0.99960855
 FM0675
 FM0675|---------------------------------------------------------------------|
 FM0675| PID    Reference Object                     Distance      Geod. Az  |
 FM0675|                                                           dddmmss.s |
 FM0675| FM0994 CARI 2                               12.718 METERS 00047     |
 FM0675| FM0676 CARI RM 1                            35.643 METERS 00234     |
 FM0675| FM0969 LOS ANGELES AMARILLO AWY BN 87      APPROX.18.2 KM 0850650.1 |
 FM0675| FM0682 B 112                                              2271517.0 |
 FM0675| FM0677 CARI RM 2                            34.799 METERS 26643     |
 FM0675| FN0458 LOS ANGELES AMARILLO AWY BN 83      APPROX.42.9 KM 2680434.2 |
 FM0675| FM1020 LOS ANGELES AMARILLO AWY BN 84      APPROX.22.4 KM 2681956.6 |
 FM0675| FM1004 TUCUMCARI SOU PAC RR WTR TANK       APPROX.11.2 KM 2733554.0 |
 FM0675| FM0993 LOS ANGELES AMARILLO AWY BN 86      259.605 METERS 31058     |
 FM0675|---------------------------------------------------------------------|
 FM0675
 FM0675                          SUPERSEDED SURVEY CONTROL
 FM0675
 FM0675  NAD 83(1986)-  35 10 20.84411(N)    103 36 33.18894(W) AD(       ) 2
 FM0675  NAD 27      -  35 10 20.64200(N)    103 36 31.32540(W) AD(       ) 2
 FM0675  NGVD 29 (??/??/92) 1228.160  (m)         4029.39   (f) ADJ UNCH    2 0
 FM0675
 FM0675.Superseded values are not recommended for survey control.
 FM0675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0675.See file dsdata.txt to determine how the superseded data were derived.
 FM0675
 FM0675_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFU2664893053(NAD 83)
 FM0675_MARKER: DS = TRIANGULATION STATION DISK
 FM0675_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0675_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0675_STAMPING: CARI 1943
 FM0675_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0675+STABILITY: SURFACE MOTION
 FM0675
 FM0675  HISTORY     - Date     Condition        Report By
 FM0675  HISTORY     - 1935     MONUMENTED       CGS
 FM0675  HISTORY     - 1945     GOOD             NGS
 FM0675  HISTORY     - 1948     SEE DESCRIPTION  CGS
 FM0675  HISTORY     - 1956     MARK NOT FOUND   CGS
 FM0675  HISTORY     - 1958     SEE DESCRIPTION  CGS
 FM0675  HISTORY     - 1960     SEE DESCRIPTION  CGS
 FM0675  HISTORY     - 19960613 MARK NOT FOUND   CHANCE
 FM0675  HISTORY     - 19960623 GOOD             USPSQD
 FM0675
 FM0675                          STATION DESCRIPTION
 FM0675
 FM0675'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 FM0675'ABOUT 6-1/2 MILES EAST OF TUCUMCARI, AT THE SOUTHEAST CORNER OF
 FM0675'THE MAIN LOT TO THE TUCUMCARI AIRPORT, 125 YARDS EAST OF THE MAIN
 FM0675'BUILDING, 68 FEET NORTH OF THE CENTER OF U.S. HIGHWAY 66, 8
 FM0675'FEET NORTHWEST OF A CORNER POST, AND 150 YARDS SOUTH OF THE
 FM0675'SOUTHEAST CORNER OF THE LIGHTED LANDING FIELD.  THE SURFACE,
 FM0675'UNDERGROUND, AND REFERENCE MARKS ARE STANDARD DISKS SET IN
 FM0675'CONCRETE.  REFERENCE MARK NO. 1
 FM0675'IS 185 FEET NORTH OF THE CENTER OF THE HIGHWAY, IN FENCE
 FM0675'LINE, AND 116.95 FEET FROM STATION N 02 DEG 34 MIN E,
 FM0675'AND NO. 2 IS 63 FEET NORTH OF THE CENTER OF THE HIGHWAY, IN
 FM0675'FENCE LINE, AND 114.17 FEET FROM STATION S 86 DEG 44 MIN W.
 FM0675'BENCH MARK B 112 (AZIMUTH MARK), A STANDARD BENCH
 FM0675'MARK DISK SET IN CONCRETE, IS 16 YARDS NORTH OF THE
 FM0675'RAILROAD TRACK, 16 YARDS WEST OF THE CENTER OF A GRADED ROAD,
 FM0675'12 FEET NORTHEAST OF A FENCE CORNER AND 680 YARDS FROM
 FM0675'STATION S 47 DEG 15 MIN W.
 FM0675
 FM0675                          STATION RECOVERY (1945)
 FM0675
 FM0675'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1945
 FM0675'6.1 MI E FROM TUCUMCARI.
 FM0675'REACHED FROM THE POST OFFICE IN TUCUMCARI BY GOING EAST ON U.S.
 FM0675'HIGHWAY NO. 66 TO THE SOUTH ENTRANCE OF THE TUCUMCARI AIRPORT, THEN
 FM0675'0.1 MILES TO THE STATION SITE ON THE LEFT SIDE OF THE HIGHWAY, MARK IS
 FM0675'105 FEET EAST OF CARI R.M. NO.2, 6 FEET NORTH OF SOUTH BOUNDRY FENCE
 FM0675'LINE OF AIRPORT, 105 FEET WEST OF ELECTRIC TRANSFORMER, 66 FEET WEST
 FM0675'OF CENTER LINE OF HIGHWAY NO. 66, MARK IS A BRONZE TRIANGULATION
 FM0675'STATION DISK SET IN A SQUARE CONCRETE POST PROJECTING 6 INCHES ABOVE
 FM0675'THE SURFACE.
 FM0675
 FM0675                          STATION RECOVERY (1948)
 FM0675
 FM0675'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RHS)
 FM0675'THE SURFACE MARK AND R.M. 2 HAVE BEEN DESTROYED IN THE GRADING
 FM0675'OF A DETOUR IN CONNECTION WITH RECONSTRUCTION OF U.S. 66.  NO
 FM0675'ATTEMPT WAS MADE TO LEAVE A NEW MARK BECAUSE THE UNDERGROUND
 FM0675'MARK IS READILY RECOVERABLE.  THE UNDERGROUND MARK IS ABOUT 2
 FM0675'FT N. OF THE S. EDGE OF THE GRADED DETOUR ROAD ABOUT 18 INCHES
 FM0675'BELOW THE SURFACE.  IT IS 116.95 FROM R.M. 1 IN GRID AZIMUTH
 FM0675'02-09-00.  THIS COURSE IS EASILY SET OFF BY COPYING R.M. 1 WITH
 FM0675'THE INSTRUMENT AND TURNING 59-53-48 TO THE LEFT OF BEACON 85 LOS
 FM0675'ANGELES-AMARILLO AIRWAY.  I BELIEVE THERE SHOULD BE NO
 FM0675'TROUBLE IN RECOVERING R.M. 1.
 FM0675
 FM0675                          STATION RECOVERY (1956)
 FM0675
 FM0675'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (RER)
 FM0675'STATION WAS SEARCHED FOR BUT NOT RECOVERED.  THE HIGHWAY HAS
 FM0675'BEEN WIDENED IN RECENT YEARS AND IT IS BELIEVED THE STATION AND
 FM0675'R.M. NO. 2 WERE DESTROYED BY THIS STATION.  R.M. NO. 1 AND THE
 FM0675'AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.
 FM0675
 FM0675                          STATION RECOVERY (1958)
 FM0675
 FM0675'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (FJT)
 FM0675'THE UNDERGROUND STATE MARK AND REFERENCE MARK NO. 1
 FM0675'WERE RECOVERED AND FOUND IN GOOD CONDITION.
 FM0675'
 FM0675'THE SURFACE STATION MARK AND REFERENCE MARK NO. 2
 FM0675'ARE BELIEVED TO HAVE BEEN DESTROYED WHEN U.S. HIGHWAY 66 WAS
 FM0675'IMPROVED.
 FM0675'
 FM0675'NO SEARCH WAS MADE FOR THE AZIMUTH MARK.
 FM0675'
 FM0675'LOCAL CHANGES HAVE MADE THE ORIGINAL TO REACH IN-ADEQUATE.  A
 FM0675'NEW AND COMPLETE TO REACH FOLLOWS.
 FM0675'
 FM0675'TO REACH THE STATION FROM THE POST OFFICE IN TUCUMCARI GO SOUTH
 FM0675'ON SECOND STREET FOR 0.4 MILE TO U.S. HIGHWAY 66.  TURN LEFT AND
 FM0675'GO EAST ON U.S. HIGHWAY 66 FOR 6.4 MILES TO THE JUNCTION WITH
 FM0675'STATE HIGHWAY 88.  CONTINUE EAST ON U.S. HIGHWAY 66 FOR 0.25
 FM0675'MILE TO THE STATION ON THE LEFT IN THE ROAD RIGHT-OF-WAY DITCH,
 FM0675'OPPOSITE THE FARM BUILDINGS OF MR. ALBERT LANGE.  REFERENCE MARK
 FM0675'NO. 1 IS ACROSS THE FENCE IN THE FIELD OWNED BY THE AIRPORT.
 FM0675
 FM0675                          STATION RECOVERY (1960)
 FM0675
 FM0675'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HWK)
 FM0675'THE STATION UNDERGROUND MARK AND REFERENCE MARK NO. 1 WERE RECOVERED.
 FM0675'REFERENCE MARK NO. 2, THE SURFACE STATION DISK AND THE AZIMUTH
 FM0675'MARK WERE APPARENTLY DESTROYED DURING HIGHWAY CONSTRUCTION.
 FM0675'A NEW STATION, CARI 2 1960 WAS ESTABLISHED 12.720 METERS (41.73
 FM0675'FEET) NORTH OF CARI 1935 IN BELIEF THAT THE UNDERGROUND DISK MAY
 FM0675'ALSO BE DESTROYED IN FUTURE HIGHWAY CONSTRUCTION.
 FM0675
 FM0675                          STATION RECOVERY (1996)
 FM0675
 FM0675'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (KAL)
 FM0675'RECOVERY NOTE BY CHANCE 1996 MARK NOT FOUND - SEACHED 0.5 PERSON-HOUR.
 FM0675
 FM0675                          STATION RECOVERY (1996)
 FM0675
 FM0675'RECOVERY NOTE BY US POWER SQUADRON 1996
 FM0675'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0994 ***********************************************************************
 FM0994  DESIGNATION -  CARI 2
 FM0994  PID         -  FM0994
 FM0994  STATE/COUNTY-  NM/QUAY
 FM0994  USGS QUAD   -  LESBIA (1968)
 FM0994
 FM0994                         *CURRENT SURVEY CONTROL
 FM0994  ___________________________________________________________________
 FM0994* NAD 83(1992)-  35 10 21.24692(N)    103 36 33.18805(W)     ADJUSTED  
 FM0994* NAVD 88     -      1229.1    (meters)    4032.     (feet)  VERTCON   
 FM0994  ___________________________________________________________________
 FM0994  LAPLACE CORR-          -1.74  (seconds)                    DEFLEC99
 FM0994  GEOID HEIGHT-         -23.36  (meters)                     GEOID03
 FM0994
 FM0994  HORZ ORDER  -  SECOND
 FM0994
 FM0994.This mark is at Tucumcari Airport (TCC)
 FM0994
 FM0994.The horizontal coordinates were established by classical geodetic methods
 FM0994.and adjusted by the National Geodetic Survey in December 1993..
 FM0994
 FM0994.The NAVD 88 height was computed by applying the VERTCON shift value to
 FM0994.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FM0994
 FM0994.The Laplace correction was computed from DEFLEC99 derived deflections.
 FM0994
 FM0994.The geoid height was determined by GEOID03.
 FM0994
 FM0994;                    North         East     Units Scale Factor Converg.
 FM0994;SPC NM E     -   462,961.740   230,958.599   MT  0.99996269   +0 25 01.7
 FM0994;SPC NM E     - 1,518,900.31    757,736.67   sFT  0.99996269   +0 25 01.7
 FM0994;UTM  13      - 3,893,066.080   626,648.276   MT  0.99979768   +0 48 04.5
 FM0994
 FM0994!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FM0994!SPC NM E     -   0.99981078  x   0.99996269  =   0.99977347
 FM0994!UTM  13      -   0.99981078  x   0.99979768  =   0.99960849
 FM0994
 FM0994|---------------------------------------------------------------------|
 FM0994| PID    Reference Object                     Distance      Geod. Az  |
 FM0994|                                                           dddmmss.s |
 FM0994| FM0676 CARI RM 1                            22.921 METERS 00335     |
 FM0994| FM0999 CARI 3                               59.408 METERS 00336     |
 FM0994| FM0675 CARI                                 12.718 METERS 18047     |
 FM0994| AE3217 CARI 2 AZ MK                        APPROX. 0.5 KM 2283129.3 |
 FM0994| FM1006 TUCUMCARI MOUNTAIN TALL MAST        APPROX. 9.2 KM 2434630.6 |
 FM0994| CJ6821 CARI 2 RM 3                          12.603 METERS 25041     |
 FM0994| FM1003 RNG TUCUMCARI RADIO TCC             APPROX. 3.9 KM 2865930.4 |
 FM0994| FM1000 CARI 3 AZ MK                        485.068 METERS 3093633.1 |
 FM0994| FM0992 TUCUMCARI MUN AIRPORT BEACON        APPROX. 0.9 KM 3542227.1 |
 FM0994|---------------------------------------------------------------------|
 FM0994
 FM0994                          SUPERSEDED SURVEY CONTROL
 FM0994
 FM0994  NAD 83(1986)-  35 10 21.25680(N)    103 36 33.18199(W) AD(       ) 2
 FM0994  NAD 27      -  35 10 21.05460(N)    103 36 31.31840(W) AD(       ) 2
 FM0994  NGVD 29 (03/22/89) 1228.5    (m)         4031.     (f) GPS OBS        
 FM0994
 FM0994.Superseded values are not recommended for survey control.
 FM0994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0994.See file dsdata.txt to determine how the superseded data were derived.
 FM0994
 FM0994_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFU2664893066(NAD 83)
 FM0994_MARKER: DS = TRIANGULATION STATION DISK
 FM0994_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0994
 FM0994  HISTORY     - Date     Condition        Report By
 FM0994  HISTORY     - 1960     MONUMENTED       CGS
 FM0994  HISTORY     - 1966     GOOD             USAF
 FM0994  HISTORY     - 1972     GOOD             NGS
 FM0994  HISTORY     - 1977     GOOD             NGS
 FM0994  HISTORY     - 19960613 MARK NOT FOUND   CHANCE
 FM0994  HISTORY     - 19960623 MARK NOT FOUND   USPSQD
 FM0994
 FM0994                          STATION DESCRIPTION
 FM0994
 FM0994'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (HWK)
 FM0994'THE STATION IS APPROXIMATELY 6-1/2 MILES EAST OF THE CENTER OF
 FM0994'TUCUMCARI, 0.2 MILE EAST OF THE SOUTHWEST CORNER OF THE TUCUMCARI
 FM0994'AIRPORT, JUST NORTH OF THE NORTH RIGHT-OF-WAY FENCE OF U.S.
 FM0994'HIGHWAY 66, ON PROPERTY OWNED BY THE TUCUMCARI AIRPORT.
 FM0994'
 FM0994'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 66 AND
 FM0994'STATE HIGHWAY 18 IN TUCUMCARI, GO EAST ON HIGHWAY 66 FOR 5.5
 FM0994'TO A RAILROAD CROSSING.  CONTINUE EAST ON HIGHWAY 66 FOR 0.85
 FM0994'MILES TO A CROSSROAD.  (TURN RIGHT AND GO SOUTH ON A PAVED ROAD
 FM0994'0.15 MILES TO THE AZIMUTH MARK ON THE LEFT JUST BEFORE REACHING
 FM0994'A RAILROAD CROSSING.) CONTINUE EAST ON HIGHWAY 66 FOR 0.2
 FM0994'MILE TO THE STATION ON THE LEFT JUST WEST OF A POWER POLE WITH
 FM0994'A TRANSFORMER.
 FM0994'
 FM0994'STATION MARKS ARE STANDARD DISKS STAMPED CARI 2 1960.  THE SURFACE
 FM0994'DISK IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.
 FM0994'IT IS 141 FEET NORTH OF THE CENTER OF HIGHWAY 66, 39 FEET WEST
 FM0994'OF THE POWER POLE WITH A TRANSFORMER, 14.5 FEET NORTH OF THE
 FM0994'NORTH HIGHWAY RIGHT-OF-WAY FENCE AND 14.0 FEET NORTH OF A METAL
 FM0994'WITNESS POST.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS
 FM0994'OF CONCRETE 32 INCHES BELOW THE SURFACE OF THE GROUND.
 FM0994'
 FM0994'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED CARI NO 1 1935,
 FM0994'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.  IT IS
 FM0994'95.5 FEET NORTHWEST OF THE POWER POLE, 89 FEET NORTH OF THE FENCE
 FM0994'AND 60.5 FEET NORTHWEST OF A POWER LINE GUY POLE.
 FM0994'
 FM0994'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED CARI 2 NO 3
 FM0994'1960, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 5 INCHES.
 FM0994'IT IS 127 FEET NORTH OF THE CENTER OF HIGHWAY 66, 75 FEET WEST
 FM0994'OF THE POWER POLE AND .5 FEET NORTH OF THE FENCE.
 FM0994'
 FM0994'CARI 1935 IS A STANDARD DISK STAMPED CARI 1935, SET IN AN IRREGULAR
 FM0994'MASS OF CONCRETE 18 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS
 FM0994'99 FEET NORTH OF THE CENTER OF HIGHWAY 66 AND 28 FEET SOUTH OF THE
 FM0994'RIGHT-OF-WAY FENCE.
 FM0994'
 FM0994'AZIMUTH MARK IS A STANDARD DISK STAMPED CARI 2 1960, SET IN A
 FM0994'SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS 127 FEET
 FM0994'NORTH OF THE NORTH RAIL OF RAILROAD TRACKS, 72 FEET SOUTH OF A
 FM0994'TELEPHONE POLE AND 39 FEET EAST OF THE CENTER OF A PAVED ROAD.
 FM0994'
 FM0994'NOTE--THIS STATION REPLACES CARI 1935.  A TRAVERSE CONNECTION
 FM0994'WAS MADE BETWEEN CARI 2 AND CARI 1935.
 FM0994'
 FM0994'REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
 FM0994
 FM0994                          STATION RECOVERY (1966)
 FM0994
 FM0994'RECOVERY NOTE BY US AIR FORCE 1966
 FM0994'THE STATION MARK AND AZIMUTH MARK WERE RECOVRED AS DESCRIBED
 FM0994'AND FOUND TO BE IN GOOD CONDITION, AND THE DESCRIPTION IS ADEQUATE.
 FM0994
 FM0994                          STATION RECOVERY (1972)
 FM0994
 FM0994'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (CWW)
 FM0994'THE STATION AND ALL MARKS WERE FOUND AS DESCRIBED AND IN GOOD
 FM0994'CONDITION.
 FM0994'
 FM0994'HEIGHT OF LIGHT ABOVE STATION MARK 5.0 FEET.
 FM0994'
 FM0994'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 FM0994'6.5 MILES EAST OF TUCUMCARI.
 FM0994
 FM0994                          STATION RECOVERY (1977)
 FM0994
 FM0994'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 FM0994'STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD CONDITION WITH
 FM0994'THE EXCEPTION OF REFERENCE MARK 1.  IT HAS BEEN HIT BY MACHINERY AND
 FM0994'WAS CHIPED OFF ON ONE SIDE.  THE HORIZONTAL ANGLE TO THE MARK DID
 FM0994'NOT CHECK VERY WELL BUT THE DISTANCE DID CHECK ADEQUATELY.  THE
 FM0994'ANGLE AND DISTANCE TO REFERENCE MARK NUMBER 3 ALSO BUT THE MARK
 FM0994'DID NOT APPEAR TO HAVE BEEN DISTURBED.  STATION LOCATION AND ROUTE
 FM0994'TO STATION IS ADEQUATE.
 FM0994'
 FM0994'THIS STATION WILL BE DESTROYED IN NEAR FUTURE DUE TO NEW CONSTRUCTION
 FM0994'OF INTERSTATE HIGHWAY 40, THEREFORE A NEW STATION, CARI 3 WAS
 FM0994'ESTABLISHED AT THIS TIME.  STATION CARI 3 WILL BE ABOUT 50 FEET
 FM0994'NORTH OF THE NEW INTERSTATE HIGHWAY RIGHT OF WAY FENCELINE WHEN
 FM0994'HIGHWAY IS COMPLETED.
 FM0994'
 FM0994'THE HORIZONTAL ANGLE, AZIMUTH MARK TO TUCUMCARI MOUNTAIN TALL MAST
 FM0994'1960 CHECKED ADEQUATE.
 FM0994'
 FM0994'STATION IS A STANDARD STATION MARK DISK, STAMPED CARI 2 1960, SET IN
 FM0994'THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTING ABOUT 4 INCHES.
 FM0994'MARK IS 141 FEET NORTH OF THE APPROXIMATE CENTER OF THE PRESENT U. S.
 FM0994'HIGHWAY 66 AND 14 FEET NORTH OF A FENCELINE AND STATION WITNESS
 FM0994'POST.
 FM0994'
 FM0994'REFERENCE MARK 1 IS A STANDARD REFERENCE MARK DISK, STAMPED CARI NO
 FM0994'1 1935, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTING
 FM0994'ABOUT 6 INCHES.  MARK IS 216 FEET NORTH OF THE APPROXIMATE CENTER OF
 FM0994'U. S.  HIGHWAY 66 AND 89 FEET NORTH OF THE FENCELINE.
 FM0994'
 FM0994'REFERENCE MARK 3 IS A STANDARD REFERENCE MARK DISK, STAMPED CARI 2
 FM0994'NO 3 1960, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTING
 FM0994'ABOUT 4 INCHES.  MARK IS 127 FEET NORTH OF THE HIGHWAY AND 1 FOOT
 FM0994'NORTH OF THE FENCELINE.
 FM0994'
 FM0994'AZIMUTH MARK IS A STANDARD AZIMUTH MARK DISK, STAMPED CARI 2 1960,
 FM0994'SET IN THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTING ABOUT 1
 FM0994'INCH.  MARK IS 126 FEET NORTH-NORTHEAST OF A RAILROAD CROSSING, 72
 FM0994'FEET SOUTH OF A TELEPHONE LINE POLE AND 39 FEET EAST OF STATE
 FM0994'HIGHWAY 18, (SURFACED ROAD).
 FM0994'
 FM0994'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6-1/2 MILES EAST
 FM0994'OF TUCUMCARI.
 FM0994
 FM0994                          STATION RECOVERY (1996)
 FM0994
 FM0994'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (KAL)
 FM0994'RECOVERY NOTE BY CHANCE 1996 MARK NOT FOUND - APPEARS TO HAVE BEEN
 FM0994'DESTROYED BY CONSTRUCTION OF INTERSTATE HIGHWAY 40.
 FM0994
 FM0994                          STATION RECOVERY (1996)
 FM0994
 FM0994'RECOVERY NOTE BY US POWER SQUADRON 1996
 FM0994'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE3217 ***********************************************************************
 AE3217  DESIGNATION -  CARI 2 AZ MK
 AE3217  PID         -  AE3217
 AE3217  STATE/COUNTY-  NM/QUAY
 AE3217  USGS QUAD   -  LESBIA (1968)
 AE3217
 AE3217                         *CURRENT SURVEY CONTROL
 AE3217  ___________________________________________________________________
 AE3217* NAD 83(1992)-  35 10 10.41942(N)    103 36 48.10484(W)     ADJUSTED  
 AE3217* NAVD 88     -      1227.550  (meters)    4027.39   (feet)  ADJUSTED  
 AE3217  ___________________________________________________________________
 AE3217  X           -  -1,228,765.958 (meters)                     COMP
 AE3217  Y           -  -5,073,931.812 (meters)                     COMP
 AE3217  Z           -   3,653,953.966 (meters)                     COMP
 AE3217  LAPLACE CORR-          -1.73  (seconds)                    DEFLEC99
 AE3217  ELLIP HEIGHT-        1204.18  (meters)          (12/11/01) GPS OBS
 AE3217  GEOID HEIGHT-         -23.36  (meters)                     GEOID03
 AE3217  DYNAMIC HT  -        1226.021 (meters)    4022.37  (feet)  COMP
 AE3217  MODELED GRAV-     979,346.3   (mgal)                       NAVD 88
 AE3217
 AE3217  HORZ ORDER  -  THIRD
 AE3217  VERT ORDER  -  SECOND    CLASS I
 AE3217  ELLP ORDER  -  FOURTH    CLASS I
 AE3217
 AE3217.The horizontal coordinates were established by GPS observations
 AE3217.and adjusted by the National Geodetic Survey in September 1997..
 AE3217
 AE3217.The orthometric height was determined by differential leveling
 AE3217.and adjusted by the National Geodetic Survey in July 2002..
 AE3217
 AE3217.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE3217
 AE3217.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE3217
 AE3217.The ellipsoidal height was determined by GPS observations
 AE3217.and is referenced to NAD 83.
 AE3217
 AE3217.The geoid height was determined by GEOID03.
 AE3217
 AE3217.The dynamic height is computed by dividing the NAVD 88
 AE3217.geopotential number by the normal gravity value computed on the
 AE3217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE3217.degrees latitude (g = 980.6199 gals.).
 AE3217
 AE3217.The modeled gravity was interpolated from observed gravity values.
 AE3217
 AE3217;                    North         East     Units Scale Factor Converg.
 AE3217;SPC NM E     -   462,625.343   230,583.577   MT  0.99996208   +0 24 53.0
 AE3217;SPC NM E     - 1,517,796.65    756,506.29   sFT  0.99996208   +0 24 53.0
 AE3217;UTM  13      - 3,892,727.232   626,275.579   MT  0.99979651   +0 47 55.7
 AE3217
 AE3217!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE3217!SPC NM E     -   0.99981102  x   0.99996208  =   0.99977311
 AE3217!UTM  13      -   0.99981102  x   0.99979651  =   0.99960757
 AE3217
 AE3217                          SUPERSEDED SURVEY CONTROL
 AE3217
 AE3217  ELLIP H (11/16/01) 1204.21   (m)                       GP(       ) 4 1
 AE3217  ELLIP H (09/29/97) 1204.27   (m)                       GP(       ) 4 1
 AE3217
 AE3217.Superseded values are not recommended for survey control.
 AE3217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE3217.See file dsdata.txt to determine how the superseded data were derived.
 AE3217
 AE3217_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFU2627692727(NAD 83)
 AE3217_MARKER: DZ = AZIMUTH MARK DISK
 AE3217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE3217_STAMPING: CARI 2 1960
 AE3217_MARK LOGO: CGS   
 AE3217_PROJECTION: FLUSH
 AE3217_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE3217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE3217+STABILITY: SURFACE MOTION
 AE3217_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE3217+SATELLITE: SATELLITE OBSERVATIONS - February 02, 1999
 AE3217
 AE3217  HISTORY     - Date     Condition        Report By
 AE3217  HISTORY     - 1960     MONUMENTED       CGS
 AE3217  HISTORY     - 19970423 GOOD             NGS
 AE3217  HISTORY     - 19990202 GOOD             NGS
 AE3217
 AE3217                          STATION DESCRIPTION
 AE3217
 AE3217'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 AE3217'THE STATION IS LOCATED ABOUT 10 KM (6.20 MI) EAST FROM THE JUNCTION OF
 AE3217'U.S.  HIGHWAY 66 (TUCUMCARI BLVD) AND STATE ROUTE 209 (SOUTH FIRST
 AE3217'STREET) IN DOWNTOWN TUCUMCARI, 1.2 KM (0.75 MI) SOUTH OF THE ENTRANCE
 AE3217'ROAD TO TUCUMCARI MUNICIPAL AIRPORT, ON THE EAST SIDE OF STATE HIGHWAY
 AE3217'278 (NORTON ROAD) AND NORTH OF AN ABANDONED RAILROAD. OWNERSHIP -- THE
 AE3217'STATION IS IN THE RIGHT OF WAY OF STATE HIGHWAY 289.  TO REACH THE
 AE3217'STATION FROM THE JUNCTION OF INTERSTATE 40 (EXIT 339) AND STATE ROUTE
 AE3217'286 ON THE EAST SIDE OF TUCUMCARI, GO SOUTH ON STATE HIGHWAY 286 FOR
 AE3217'0.15 KM (0.10 MI) TO ITS TERMINUS AT U.S. HIGHWAY 66.  TURN LEFT AND
 AE3217'GO EASTERLY FOR 0.5 KM (0.30 MI) TO STATE HIGHWAY 278 (NORTON ROAD) ON
 AE3217'RIGHT.  TURN RIGHT AND GO SOUTH FOR 0.32 KM (0.20 MI) TO THE STATION
 AE3217'ON LEFT.  THE MARK IS A CGS AZIMUTH MARK DISK IN A 25 CM SQUARE CAST
 AE3217'IN PLACE CONCRETE MONUMENT.  THE STATION IS LOCATED ABOUT 40 M (131.2
 AE3217'FT) NORTH FROM AN ABANDONED RAILROAD (NOTE TUNNEL TO THE WEST UNDER
 AE3217'INTERSTATE 40) , 12.9 M (42.3 FT) NORTH NORTHWEST FROM THE EAST END OF
 AE3217'A 36 INCH CULVERT WITH CONCRETE HEADWALL, 11.5 M (37.7 FT) EAST FROM
 AE3217'STATE HIGHWAY 278 CENTER, 3 M (9.8 FT) NORTH FROM A DIRT ROAD LEADING
 AE3217'EAST, 1.4 M (4.6 FT) NORTHWEST FROM A ROUND WHITE PAINTED WOOD POLE IN
 AE3217'CONCRETE, 0.8 M (2.6 FT) WEST FROM A SQUARE TIMBER FENCE CORNER AT THE
 AE3217'SOUTHWEST CORNER OF A CULTIVATED FIELD, AND 1.2 M (3.9 FT) NORTHWEST
 AE3217'FROM AN ORANGE FIBERGLASS WITNESS POST.  THE MARK PROJECTS 2 CM (1 IN)
 AE3217'AND IS ABOUT LEVEL WITH STATE HIGHWAY 278.  DESCRIBED 24 APR 1997 WC
 AE3217'WAICKMAN.
 AE3217
 AE3217                          STATION RECOVERY (1999)
 AE3217
 AE3217'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AE3217'10.7 KM (6.65 MI) EASTERLY ALONG U.S.  HIGHWAY 66 FROM THE JUNCTION OF
 AE3217'STATE HIGHWAYS 104 AND 209 IN TUCUMCARI, THENCE 0.2 KM (0.10 MI)
 AE3217'SOUTHERLY ALONG STATE HIGHWAY 286, 11.5 M (37.7 FT) EAST OF THE
 AE3217'HIGHWAY CENTERLINE, 6.7 M (22.0 FT) SOUTH OF THE CENTER OF A FIELD
 AE3217'ENTRANCE, 4.2 M (13.8 FT) NORTH OF THE CENTER OF A DIRT ROAD, 0.8 M
 AE3217'(2.6 FT) WEST OF A WITNESS POST AND FENCE CORNER, 0.3 M (1.0 FT) ABOVE
 AE3217'THE LEVEL OF THE HIGHWAY, AND THE MONUMENT IS FLUSH WITH THE GROUND
 AE3217'SURFACE.  NOTE--THE MONUMENT IS ON HIGHWAY RIGHT-OF-WAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0999 ***********************************************************************
 FM0999  FBN         -  This is a Federal Base Network Control Station.
 FM0999  SACS        -  This is a Secondary Airport Control Station.
 FM0999  DESIGNATION -  CARI 3
 FM0999  PID         -  FM0999
 FM0999  STATE/COUNTY-  NM/QUAY
 FM0999  USGS QUAD   -  LESBIA (1968)
 FM0999
 FM0999                         *CURRENT SURVEY CONTROL
 FM0999  ___________________________________________________________________
 FM0999* NAD 83(1992)-  35 10 23.17083(N)    103 36 33.04055(W)     ADJUSTED  
 FM0999* NAVD 88     -      1229.368  (meters)    4033.35   (feet)  ADJUSTED  
 FM0999  ___________________________________________________________________
 FM0999  X           -  -1,228,342.467 (meters)                     COMP
 FM0999  Y           -  -5,073,802.948 (meters)                     COMP
 FM0999  Z           -   3,654,276.307 (meters)                     COMP
 FM0999  LAPLACE CORR-          -1.74  (seconds)                    DEFLEC99
 FM0999  ELLIP HEIGHT-        1206.01  (meters)          (05/26/00) GPS OBS
 FM0999  GEOID HEIGHT-         -23.36  (meters)                     GEOID03
 FM0999  DYNAMIC HT  -        1227.838 (meters)    4028.33  (feet)  COMP
 FM0999  MODELED GRAV-     979,346.9   (mgal)                       NAVD 88
 FM0999
 FM0999  HORZ ORDER  -  B
 FM0999  VERT ORDER  -  SECOND    CLASS I
 FM0999  ELLP ORDER  -  SECOND    CLASS I
 FM0999
 FM0999.This mark is at Tucumcari Airport (TCC)
 FM0999
 FM0999.The horizontal coordinates were established by GPS observations
 FM0999.and adjusted by the National Geodetic Survey in May 1992..
 FM0999
 FM0999.The orthometric height was determined by differential leveling
 FM0999.and adjusted by the National Geodetic Survey in July 2002..
 FM0999.WARNING-GPS observations at this control monument resulted in a GPS
 FM0999.derived orthometric height which differed from the leveled height by
 FM0999.more than one decimeter (0.1 meter).
 FM0999
 FM0999.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FM0999
 FM0999.The Laplace correction was computed from DEFLEC99 derived deflections.
 FM0999
 FM0999.The ellipsoidal height was determined by GPS observations
 FM0999.and is referenced to NAD 83.
 FM0999
 FM0999.The geoid height was determined by GEOID03.
 FM0999
 FM0999.The dynamic height is computed by dividing the NAVD 88
 FM0999.geopotential number by the normal gravity value computed on the
 FM0999.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0999.degrees latitude (g = 980.6199 gals.).
 FM0999
 FM0999.The modeled gravity was interpolated from observed gravity values.
 FM0999
 FM0999;                    North         East     Units Scale Factor Converg.
 FM0999;SPC NM E     -   463,021.054   230,961.900   MT  0.99996269   +0 25 01.8
 FM0999;SPC NM E     - 1,519,094.91    757,747.50   sFT  0.99996269   +0 25 01.8
 FM0999;UTM  13      - 3,893,125.404   626,651.178   MT  0.99979769   +0 48 04.6
 FM0999
 FM0999!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FM0999!SPC NM E     -   0.99981074  x   0.99996269  =   0.99977343
 FM0999!UTM  13      -   0.99981074  x   0.99979769  =   0.99960846
 FM0999
 FM0999|---------------------------------------------------------------------|
 FM0999| PID    Reference Object                     Distance      Geod. Az  |
 FM0999|                                                           dddmmss.s |
 FM0999| AE3218 CARI 3 RM 4                           8.973 METERS 07048     |
 FM0999| FM0994 CARI 2                               59.408 METERS 18336     |
 FM0999| FM1006 TUCUMCARI MOUNTAIN TALL MAST        APPROX. 9.3 KM 2432723.4 |
 FM0999| FM1000 CARI 3 AZ MK                        452.701 METERS 3033055.3 |
 FM0999| AE3219 CARI 3 RM 5                          10.583 METERS 32346     |
 FM0999| FM0992 TUCUMCARI MUN AIRPORT BEACON        APPROX. 0.9 KM 3534504.1 |
 FM0999|---------------------------------------------------------------------|
 FM0999
 FM0999                          SUPERSEDED SURVEY CONTROL
 FM0999
 FM0999  ELLIP H (12/21/93) 1206.08   (m)                       GP(       ) 4 1
 FM0999  NAD 83(1986)-  35 10 23.18058(N)    103 36 33.03436(W) AD(       ) 2
 FM0999  NAD 27      -  35 10 22.97853(N)    103 36 31.17082(W) AD(       ) 2
 FM0999  NAVD 88 (05/26/00) 1229.37   (m)         4033.4    (f) LEVELING    3  
 FM0999  NGVD 29 (03/22/89) 1228.5    (m)         4031.     (f) GPS OBS        
 FM0999
 FM0999.Superseded values are not recommended for survey control.
 FM0999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0999.See file dsdata.txt to determine how the superseded data were derived.
 FM0999
 FM0999_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFU2665193125(NAD 83)
 FM0999_MARKER: DH = HORIZONTAL CONTROL DISK
 FM0999_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0999_SP_SET: CONCRETE POST
 FM0999_STAMPING: CARI 3 1977
 FM0999_MARK LOGO: NGS   
 FM0999_PROJECTION: FLUSH
 FM0999_MAGNETIC: N = NO MAGNETIC MATERIAL
 FM0999_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0999+STABILITY: SURFACE MOTION
 FM0999_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FM0999+SATELLITE: SATELLITE OBSERVATIONS - February 02, 1999
 FM0999
 FM0999  HISTORY     - Date     Condition        Report By
 FM0999  HISTORY     - 1977     MONUMENTED       NGS
 FM0999  HISTORY     - 1977     GOOD             NGS
 FM0999  HISTORY     - 1980     GOOD             NGS
 FM0999  HISTORY     - 1988     GOOD             NGS
 FM0999  HISTORY     - 19891013 GOOD             AEROS
 FM0999  HISTORY     - 19960117 GOOD             CHANCE
 FM0999  HISTORY     - 19960623 GOOD             USPSQD
 FM0999  HISTORY     - 19970423 GOOD             NGS
 FM0999  HISTORY     - 19981104 GOOD             NGS
 FM0999  HISTORY     - 19990202 GOOD             NGS
 FM0999
 FM0999                          STATION DESCRIPTION
 FM0999
 FM0999'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 FM0999'STATION IS LOCATED ON LAND WHICH IS OWNED AND OCCUPIED BY THE
 FM0999'TUCUMCARI MUNICIPAL AIRPORT.  STATION IS ABOUT 6-1/2 MILES EAST OF
 FM0999'THE TOWN OF TUCUMCARI, 0.2 MILE EAST-NORTHEAST OF THE U.S. HIGHWAY
 FM0999'66 AND STATE HIGHWAY 18, 0.3 MILE SOUTH OF THE TUCUMCARI
 FM0999'MUNICIPAL AIRPORT TERMINAL BUILDING, 336 FEET NORTH OF THE
 FM0999'PRESENT U.S.  HIGHWAY 66 AND ABOUT 50 FEET NORTH OF
 FM0999'INTERSTATE HIGHWAY 40 RIGHT-OF-WAY LINE WHEN THIS SECTION
 FM0999'OF HIGHWAY IS COMPLETED.
 FM0999'
 FM0999'STATION IS REACHED FROM THE JUNCTION OF U.S. HIGHWAY 66 AND STATE
 FM0999'HIGHWAY 18 IN THE TOWN OF TUCUMCARI.  GO EAST ON COMBINATION OF THE
 FM0999'TWO HIGHWAYS FOR 5.5 MILES TO A RAILROAD CROSSING.  CONTINUE
 FM0999'STRAIGHT AHEAD ON HIGHWAYS FOR 0.8 MILE TO THE EAST JUNCTION OF
 FM0999'THE HIGHWAYS.  CONTINUE EAST ON HIGHWAY 66 FOR 0.2 MILE TO STATION
 FM0999'ON LEFT, AS DESCRIBED.
 FM0999'
 FM0999'AZIMUTH MARK IS REACHED FROM THE EAST JUNCTION OF THE HIGHWAYS.
 FM0999'GO NORTH ON AIRPORT ROAD (SURFACED) FOR 0.2 MILE TO THE MARK ON
 FM0999'RIGHT, INSIDE AIRPORT FENCE, AS DESCRIBED.
 FM0999'
 FM0999'STATION IS A STANDARD STATION MARK DISK, STAMPED CARI 3 1977, SET IN
 FM0999'THE TOP OF A ROUND CONCRETE MONUMENT PROJECTING ABOUT 1 INCH.
 FM0999'STATION SUB-SURFACE DISK, STAMPED THE SAME AS SURFACE DISK IS SET
 FM0999'ABOUT 3 FEET BELOW THE GROUND.  MARK IS ABOUT 336 FEET NORTH OF
 FM0999'THE PRESENT U.S. HIGHWAY 66, 50 FEET NORTH OF INTERSTATE HIGHWAY
 FM0999'40 WHEN THIS SECTION OF THE HIGHWAY IS COMPLETED AND 2.3 FEET
 FM0999'WEST OF A METAL WITNESS POST WITH SIGN ATTACHED.
 FM0999'
 FM0999'REFERENCE MARK 4 IS A STANDARD REFERENCE MARK DISK, STAMPED CARI 3
 FM0999'NO 4 1977, SET IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH
 FM0999'WITH THE GROUND.  MARK IS ABOUT 2 FEET HIGHER IN ELEVATION THAN
 FM0999'STATION MARK.
 FM0999'
 FM0999'REFERENCE MARK 5 IS A STANDARD REFERENCE MARK DISK, STAMPED CARI 3
 FM0999'NO 5 1977, SET IN THE TOP OF A ROUND CONCRETE MONUMENT PROJECTING
 FM0999'ABOUT 1 INCH.  MARK IS ABOUT 2 FEET HIGHER IN ELEVATION THAN
 FM0999'STATION MARK.
 FM0999'
 FM0999'AZIMUTH MARK IS A STANDARD AZIMUTH MARK DISK, STAMPED CARI 3
 FM0999'1977, SET IN THE TOP OF A ROUND CONCRETE MONUMENT PROJECTING
 FM0999'ABOUT 1 INCH.  MARK IS 48 FEET EAST OF THE AIRPORT ROAD (SURFACED),
 FM0999'24 FEET EAST OF A NORTH-SOUTH FENCELINE AND AN UNDERGROUND
 FM0999'TELEPHONE CABLE JUNCTION BOX AND 3 FEET SOUTH OF A METAL WITNESS
 FM0999'POST WITH SIGN ATTACHED.
 FM0999'
 FM0999'A STEEL ROD WAS DRIVEN INTO THE GROUND BESIDE EACH MARK FOR A
 FM0999'BETTER RECOVERY OF MARK.
 FM0999'
 FM0999'REFERENCE MARKS 4 AND 5 ARE ABOUT THE SAME ELEVATION.
 FM0999'
 FM0999'NEAREST TOWN--TUCUMCARI.
 FM0999
 FM0999                          STATION RECOVERY (1977)
 FM0999
 FM0999'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 FM0999'RECOVERED IN GOOD CONDITION.
 FM0999
 FM0999                          STATION RECOVERY (1980)
 FM0999
 FM0999'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 FM0999'STATION WAS RECOVERED FOR REASON OF MEASURING THE DISTANCE FROM
 FM0999'STATION MARK TO THE AZIMUTH MARK ONLY.  ALL MARKS ARE IN GOOD
 FM0999'CONDITION, NO HORIZONTAL OBSERVATIONS OR OTHER MEASUREMENTS MADE
 FM0999'AT THIS TIME.
 FM0999
 FM0999                          STATION RECOVERY (1988)
 FM0999
 FM0999'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 (MRM)
 FM0999'THE STATION WAS RECOVERED AT THIS DATE.
 FM0999'THE AZIMUTH MARK WAS RECOVERED IN GOOD CONDITION.
 FM0999'
 FM0999'THE STATION IS LOCATED ABOUT 9.7 KM (6.0 MI)
 FM0999'EAST OF TUCUMCARI, ALONG THE SOUTH EDGE OF THE TUCUMCARI
 FM0999'MUNICIPAL AIRPORT.
 FM0999'OWNERSHIP--CITY OF TUCUMCARI, JERRY NAPIER - AIRPORT MANAGER, P.O.
 FM0999'BOX 1188, TUCUMCARI NM 88401, PHONE 505-461-3229.
 FM0999'
 FM0999'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 40 AND
 FM0999'STATE HIGHWAY 88 (EXIT 339), ABOUT 10.5 KM (6.5 MI) EAST OF
 FM0999'TUCUMCARI, GO NORTH, THEN EAST FOR 0.6 KM (0.4 MI) ON THE PAVED ROAD
 FM0999'TO THE NORTH END OF A ROAD CURVE, AZIMUTH MARK ON THE RIGHT ACROSS
 FM0999'A FENCE.
 FM0999'CONTINUE STRAIGHT AHEAD AND GO NORTH FOR 0.5 KM (0.3 MI) ON THE PAVED
 FM0999'ROAD TO THE AIRPORT ENTRANCE ON THE RIGHT.  BEAR RIGHT ON ROAD FOR
 FM0999'0.4 KM (0.25 MI) TO A GATE ON THE NORTHWEST SIDE OF THE TERMINAL
 FM0999'BUILDING.  PASS THROUGH GATE AND GO 0.1 KM (0.05 MI) ON THE TARMAC TO
 FM0999'THE TAXIWAY.  TURN RIGHT AND GO SOUTHEAST, THEN SOUTHWEST FOR 0.9 KM
 FM0999'(0.55 MI) ON THE TAXIWAY TO THE END OF TAXIWAY (AZIMUTH MARK IS ABOUT
 FM0999'150 METERS (492 FT)
 FM0999'STRAIGHT AHEAD).  TURN LEFT AND GO SOUTHEAST FOR 0.2 KM (0.1 MI) ON
 FM0999'THE TRACK ROAD TO THE RUNWAY END.  CONTINUE SOUTHEAST FOR 0.1 KM
 FM0999'(0.05 MI) ON THE TRACK ROAD TO A DIM FORK.  BEAR RIGHT ON DIM ROAD
 FM0999'(KEEPING TO RIGHT OF LONE TREE AND BORROW PIT) FOR 0.1 KM (0.05 MI)
 FM0999'TO THE STATION, ON THE EAST SIDE OF A LARGE BILLBOARD WITH FOUR
 FM0999'I-BEAM SUPPORT POSTS.
 FM0999'
 FM0999'THE STATION IS A STANDARD NGS DISK
 FM0999'STAMPED---CARI 3 1977---,
 FM0999'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 FM0999'25 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 FM0999'27.6 METERS (90.6 FT) EAST-SOUTHEAST FROM THE NORTH BILLBOARD POST,
 FM0999'12.8 METERS (42.0 FT) NORTHEAST FROM A UTILITY POLE,
 FM0999'11.3 METERS (37.1 FT) NORTH FROM A FENCE,
 FM0999'7.2 METERS (23.6 FT) WEST FROM A UTILITY POLE GUY WIRE,
 FM0999'6.0 METERS (19.7 FT) SOUTH FROM A 1-METER HIGH BANK AND
 FM0999'0.6 METERS (2.0 FT) WEST FROM A METAL WITNESS POST.
 FM0999'NOTE, THE 1977 DESCRIPTION INDICATES AN UNDERGROUND MARK.
 FM0999'
 FM0999'AZIMUTH MARK NO. 1 IS A STANDARD NGS DISK
 FM0999'STAMPED---CARI 3 1977---,
 FM0999'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 FM0999'15 CM IN DIAMETER PROJECTING 2 CM ABOVE GROUND.  LOCATED
 FM0999'24.0 METERS (78.7 FT) EAST-SOUTHEAST FROM THE APPROXIMATE CENTER OF
 FM0999'THE ROAD, ABOUT 0.5 METERS LOWER THAN THE ROAD,
 FM0999'7.3 METERS (24.0 FT) EAST FROM TELEPHONE PEDESTAL SS,
 FM0999'7.1 METERS (23.3 FT) EAST FROM THE PERIMETER FENCE AND
 FM0999'0.6 METERS (2.0 FT) SOUTH FROM A METAL WITNESS POST.
 FM0999'TO REACH THE AZIMUTH FROM THE STATION,
 FM0999'RETURN TO TAXIWAY END, AZIMUTH MARK
 FM0999'IS ABOUT 150 METERS (492 FT) STRAIGHT AHEAD.
 FM0999'
 FM0999'NEW MEXICO FAA - FEBRUARY, 1988.
 FM0999'
 FM0999'THIS STATION SUITABLE FOR GPS SURVEYS.
 FM0999'
 FM0999'DESCRIBED BY G.R. HEID.
 FM0999
 FM0999                          STATION RECOVERY (1989)
 FM0999
 FM0999'RECOVERY NOTE BY AERO SERVICE CORPORATION 1989
 FM0999'STATION IS LOCATED 10.5 KM (6.5 MI) EAST OF THE TOWN OF TUCUMCARI AND
 FM0999'0.48 KM (0.30 MI) SOUTH OF THE TUCUMCARI MUNICIPAL AIRPORT.
 FM0999'OWNERSHIP----TUCUMCARI MUNICIPAL AIRPORT.
 FM0999'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 40 AND STATE
 FM0999'ROUTE 286, EXIT NUMBER 339, 9.69 KM (6.02 MI) EAST OF TUCUMCARI, GO
 FM0999'EAST AND NORTH FOR 1.21 KM (0.75 MI) ON STATE ROUTE 286 TO A Y
 FM0999'INTERSECTION, WHICH IS THE ACCESS ROAD TO THE AIRPORT.  GO EAST,
 FM0999'RIGHT, 0.24 KM (0.15 MI) ON ACCESS ROAD TO THE END OF THE ACCESS ROAD
 FM0999'R.O.W FENCE AND A TRACK ROAD RIGHT.  TURN RIGHT AND GO SOUTH
 FM0999'SOUTHWEST FOR 0.65 KM (0.40 MI) TO THE SOUTHWEST END OF THE TAXIWAY
 FM0999'AND RUNWAY FOLLOWING TRACK ROAD, GO SOUTHEAST 0.24 KM (0.15 MI) TO
 FM0999'THE R.O.W FENCE OF INTERSTATE 40 AND THE STATION.
 FM0999'STATION IS A STANDARD NGS DISK STAMPED ---CARI 3 1977--- AND SET INTO
 FM0999'THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER FLUSH WITH THE
 FM0999'GROUND. IT IS 11.28 M (37.01 FT) NORTH OF THE INTERSTATE 40 R.O.W
 FM0999'FENCE, 7.31 M (23.98 FT) WEST OF A GUY WIRE ANCHOR ON POWER POLE
 FM0999'WHERE POWER LINE CROSSES INTERSTATE, 27.8 M (91.2 FT) EAST OF THE
 FM0999'NORTH STEEL I-BEAM SUPPORTING TUCUMCARI RADIO STATION SIGN, 12.71 M
 FM0999'(41.70 FT) NORTHWEST FROM A POWER POLE WITH GUY WIRE, 0.61 M
 FM0999'(2.00 FT) WEST FROM A METAL WITNESS POST.
 FM0999
 FM0999                          STATION RECOVERY (1996)
 FM0999
 FM0999'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (KB)
 FM0999'RECOVERED AS DESCRIBED IN GOOD CONDITION. FOR ACCESS CONTACT - CITY OF
 FM0999'TUCUMCARI, STEVE STEPHENSON - AIRPORT MANAGER, PHONE (505) 461-3229
 FM0999'THE STATION IS DESIGNATED AS A SECONDARY AIRPORT CONTROL STATION
 FM0999'(SACS) - NEW MEXICO ANA SURVEYS 1996
 FM0999
 FM0999                          STATION RECOVERY (1996)
 FM0999
 FM0999'RECOVERY NOTE BY US POWER SQUADRON 1996
 FM0999'RECOVERED IN GOOD CONDITION.
 FM0999
 FM0999                          STATION RECOVERY (1997)
 FM0999
 FM0999'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 FM0999'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 23 APR 1997 (WCW) .
 FM0999'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 FM0999
 FM0999                          STATION RECOVERY (1998)
 FM0999
 FM0999'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (WAS)
 FM0999'THE STATION IS LOCATED ABOUT 6.5 MI (10.5 KM) EAST OF TUCUMCARI AND
 FM0999'0.3 MI (0.5 KM) SOUTH OF THE TUCUMCARI MUNICIPAL AIRPORT.
 FM0999'OWNERSHIP--TUCUMCARI MUNICIPAL AIRPORT, CITY OF TUCUMCARI, MANAGER -
 FM0999'STEVE STEPHENSON, TELEPHONE 505-461-3229.  TO REACH THE STATION FROM
 FM0999'THE JUNCTION OF INTERSTATE HIGHWAY 40 AND STATE HIGHWAYS 286/278 (EXIT
 FM0999'339), ABOUT 6.0 MI (9.7 KM) EAST OF TUCUMCARI, GO EAST AND NORTH ON
 FM0999'HIGHWAY 286 FOR 0.75 MI (1.21 KM) TO A Y-INTERSECTION AT THE AIRPORT
 FM0999'ACCESS ROAD.  TURN RIGHT, EAST, ON THE AIRPORT ACCESS ROAD AND GO 0.25
 FM0999'MI (0.40 KM) TO A GATE ON THE NORTHWEST SIDE OF THE TERMINAL BUILDING.
 FM0999'PASS THROUGH THE GATE, TURN RIGHT, SOUTHEAST, AND GO 0.2 MI (0.3 KM)
 FM0999'ACROSS THE AIRCRAFT PARKING APRON TO A TAXIWAY. CONTINUE SOUTHWEST ON
 FM0999'THE TAXIWAY FOR 0.35 MI (0.56 KM) TO THE SOUTHWEST END OF THE TAXIWAY
 FM0999'AND A TRACK ROAD.  TURN LEFT, SOUTHEAST, ON THE TRACK ROAD LEADING
 FM0999'TOWARD A HIGHWAY BILLBOARD AND GO 0.25 MI (0.40 KM) TO THE STATION.
 FM0999'THE STATION IS SET IN THE TOP OF A 0.25 M (0.82 FT) ROUND CONCRETE
 FM0999'MONUMENT FLUSH WITH GROUND.  LOCATED 11.3 M (37.1 FT) NORTH OF THE
 FM0999'INTERSTATE 40 RIGHT OF WAY FENCE, 7.3 M (24.0 FT) WEST OF A GUY WIRE
 FM0999'ANCHOR ON A POWER POLE WHERE THE POWER LINE CROSSES INTERSTATE 40,
 FM0999'27.7 M (90.9 FT) EAST OF THE NORTH STEEL I-BEAM SUPPORTING A
 FM0999'BILLBOARD, 12.65 M (41.50 FT) NORTHWEST FROM A POWER POLE WITH A GUY
 FM0999'WIRE AND 0.7 M (2.3 FT) WEST FROM A METAL WITNESS POST.
 FM0999
 FM0999                          STATION RECOVERY (1999)
 FM0999
 FM0999'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 FM0999'10.2 KM (6.35 MI) EASTERLY ALONG U.S.  HIGHWAY 66 FROM THE JUNCTION OF
 FM0999'STATE HIGHWAYS 104 AND 209 IN TUCUMCARI, THENCE 1.4 KM (0.85 MI)
 FM0999'NORTHERLY ALONG STATE HIGHWAY 286, THENCE 0.2 KM (0.10 MI) EASTERLY
 FM0999'ALONG THE TUCUMCARI MUNICIPAL AIRPORT ENTRANCE ROAD, THENCE 0.9 KM
 FM0999'(0.55 MI) SOUTHERLY ALONG A TRACK ROAD, 270.0 M (885.8 FT) SOUTHEAST
 FM0999'OF THE EXTENDED CENTER OF RUNWAY 03 AND THE SOUTHWEST END OF THE
 FM0999'TARMAC, 43.2 M (141.7 FT) NORTH OF THE CENTERLINE OF THE WESTBOUND
 FM0999'LANES OF INTERSTATE HIGHWAY 40, 12.7 M (41.7 FT) NORTHWEST OF A
 FM0999'T-JUNCTION UTILITY POLE WITH A GUY CABLE, 11.2 M (36.7 FT) NORTH OF A
 FM0999'FENCE, 6.1 M (20.0 FT) NORTH OF AND LEVEL WITH THE ROAD CENTER, 0.7 M
 FM0999'(2.3 FT) WEST OF A WITNESS POST, 0.5 M (1.6 FT) ABOVE THE LEVEL OF THE
 FM0999'ROAD, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE. NOTE--THE
 FM0999'MONUMENT IS ON PROPERTY OWNED BY THE TUCUMCARI MUNICIPAL AIRPORT, P.O.
 FM0999'BOX 1188, TUCUMCARI, NM 88401, TELEPHONE NUMBER (505) 461-3229.  THE
 FM0999'MONUMENT IS A SECONDARY AIRPORT CONTROL STATION AND A CANDIDATE FOR A
 FM0999'FEDERAL BASE NETWORK STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM1000 ***********************************************************************
 FM1000  CBN         -  This is a Cooperative Base Network Control Station.
 FM1000  DESIGNATION -  CARI 3 AZ MK
 FM1000  PID         -  FM1000
 FM1000  STATE/COUNTY-  NM/QUAY
 FM1000  USGS QUAD   -  LESBIA (1968)
 FM1000
 FM1000                         *CURRENT SURVEY CONTROL
 FM1000  ___________________________________________________________________
 FM1000* NAD 83(1992)-  35 10 31.28162(N)    103 36 47.95677(W)     ADJUSTED  
 FM1000* NAVD 88     -      1230.776  (meters)    4037.97   (feet)  ADJUSTED  
 FM1000  ___________________________________________________________________
 FM1000  X           -  -1,228,675.756 (meters)                     COMP
 FM1000  Y           -  -5,073,575.262 (meters)                     COMP
 FM1000  Z           -   3,654,481.479 (meters)                     COMP
 FM1000  LAPLACE CORR-          -1.76  (seconds)                    DEFLEC99
 FM1000  ELLIP HEIGHT-        1207.43  (meters)          (12/11/01) GPS OBS
 FM1000  GEOID HEIGHT-         -23.36  (meters)                     GEOID03
 FM1000  DYNAMIC HT  -        1229.243 (meters)    4032.94  (feet)  COMP
 FM1000  MODELED GRAV-     979,346.8   (mgal)                       NAVD 88
 FM1000
 FM1000  HORZ ORDER  -  B
 FM1000  VERT ORDER  -  SECOND    CLASS I
 FM1000  ELLP ORDER  -  FOURTH    CLASS II
 FM1000
 FM1000.This mark is at Tucumcari Airport (TCC)
 FM1000
 FM1000.The horizontal coordinates were established by GPS observations
 FM1000.and adjusted by the National Geodetic Survey in May 1992..
 FM1000
 FM1000.The orthometric height was determined by differential leveling
 FM1000.and adjusted by the National Geodetic Survey in July 2002..
 FM1000.WARNING-GPS observations at this control monument resulted in a GPS
 FM1000.derived orthometric height which differed from the leveled height by
 FM1000.more than one decimeter (0.1 meter).
 FM1000
 FM1000.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FM1000
 FM1000.The Laplace correction was computed from DEFLEC99 derived deflections.
 FM1000
 FM1000.The ellipsoidal height was determined by GPS observations
 FM1000.and is referenced to NAD 83.
 FM1000
 FM1000.The geoid height was determined by GEOID03.
 FM1000
 FM1000.The dynamic height is computed by dividing the NAVD 88
 FM1000.geopotential number by the normal gravity value computed on the
 FM1000.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM1000.degrees latitude (g = 980.6199 gals.).
 FM1000
 FM1000.The modeled gravity was interpolated from observed gravity values.
 FM1000
 FM1000;                    North         East     Units Scale Factor Converg.
 FM1000;SPC NM E     -   463,268.254   230,582.670   MT  0.99996208   +0 24 53.3
 FM1000;SPC NM E     - 1,519,905.93    756,503.31   sFT  0.99996208   +0 24 53.3
 FM1000;UTM  13      - 3,893,370.016   626,270.362   MT  0.99979650   +0 47 56.2
 FM1000
 FM1000!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FM1000!SPC NM E     -   0.99981051  x   0.99996208  =   0.99977260
 FM1000!UTM  13      -   0.99981051  x   0.99979650  =   0.99960705
 FM1000
 FM1000:                Primary Azimuth Mark                     Grid Az
 FM1000:SPC NM E     -  TUCUMCARI MUN AIRPORT BEACON             024 00 53.1
 FM1000:UTM  13      -  TUCUMCARI MUN AIRPORT BEACON             023 37 50.2
 FM1000
 FM1000|---------------------------------------------------------------------|
 FM1000| PID    Reference Object                     Distance      Geod. Az  |
 FM1000|                                                           dddmmss.s |
 FM1000| FM0992 TUCUMCARI MUN AIRPORT BEACON        APPROX. 0.7 KM 0242546.4 |
 FM1000| FM0999 CARI 3                              452.701 METERS 1233046.7 |
 FM1000| FM0994 CARI 2                              485.068 METERS 1293624.6 |
 FM1000|---------------------------------------------------------------------|
 FM1000
 FM1000                          SUPERSEDED SURVEY CONTROL
 FM1000
 FM1000  ELLIP H (11/16/01) 1207.47   (m)                       GP(       ) 4 2
 FM1000  ELLIP H (06/27/01) 1207.42   (m)                       GP(       ) 4 2
 FM1000  ELLIP H (12/21/93) 1207.48   (m)                       GP(       ) 4 1
 FM1000  NAD 83(1986)-  35 10 31.29220(N)    103 36 47.94928(W) AD(       ) 2
 FM1000  NAD 83(1986)-  35 10 31.29440(N)    103 36 47.95229(W) AD(       ) 3
 FM1000  NAD 27      -  35 10 31.09030(N)    103 36 46.08547(W) AD(       ) 2
 FM1000  NGVD 29 (03/22/89) 1229.9    (m)         4035.     (f) GPS OBS        
 FM1000
 FM1000.Superseded values are not recommended for survey control.
 FM1000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM1000.See file dsdata.txt to determine how the superseded data were derived.
 FM1000
 FM1000_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFU2627093370(NAD 83)
 FM1000_MARKER: DZ = AZIMUTH MARK DISK
 FM1000_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM1000_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM1000_STAMPING: CARI 3 1977
 FM1000_MARK LOGO: NGS   
 FM1000_PROJECTION: FLUSH
 FM1000_MAGNETIC: N = NO MAGNETIC MATERIAL
 FM1000_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM1000+STABILITY: SURFACE MOTION
 FM1000_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FM1000+SATELLITE: SATELLITE OBSERVATIONS - February 02, 1999
 FM1000
 FM1000  HISTORY     - Date     Condition        Report By
 FM1000  HISTORY     - 1977     MONUMENTED       NGS
 FM1000  HISTORY     - 1988     GOOD             NGS
 FM1000  HISTORY     - 19960613 GOOD             CHANCE
 FM1000  HISTORY     - 19960623 GOOD             USPSQD
 FM1000  HISTORY     - 19970423 GOOD             NGS
 FM1000  HISTORY     - 19990202 GOOD             NGS
 FM1000
 FM1000                          STATION DESCRIPTION
 FM1000
 FM1000'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988 (MRM)
 FM1000'THE STATION WAS RECOVERED AT THIS DATE.
 FM1000'
 FM1000'THE STATION IS LOCATED ABOUT 9.7 KM (6.0 MI)
 FM1000'EAST OF TUCUMCARI, AT THE TUCUMCARI MUNICIPAL AIRPORT.
 FM1000'OWNERSHIP--CITY OF TUCUMCARI, JERRY NAPIER - AIRPORT MANAGER, P.O.
 FM1000'BOX 1188, TUCUMCARI NM 88401, PHONE 505-461-3229.
 FM1000'
 FM1000'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 40 AND
 FM1000'STATE HIGHWAY 88 (EXIT 339), ABOUT 10.5 KM (6.5 MI) EAST OF
 FM1000'TUCUMCARI, GO NORTH, THEN EAST FOR 0.6 KM (0.4 MI) ON THE PAVED ROAD
 FM1000'TO THE NORTH END OF A ROAD CURVE AND THE STATION ON THE RIGHT, ACROSS
 FM1000'A FENCE.
 FM1000'
 FM1000'THE STATION IS A STANDARD NGS AZIMUTH MARK DISK
 FM1000'STAMPED---CARI 3 1977---,
 FM1000'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 FM1000'15 CM IN DIAMETER PROJECTING 2 CM ABOVE GROUND.  LOCATED
 FM1000'24.0 METERS (78.7 FT) EAST-SOUTHEAST FROM THE APPROXIMATE CENTER OF
 FM1000'THE ROAD, 0.5 METERS LOWER THAN THE ROAD,
 FM1000'7.3 METERS (24.0 FT) EAST FROM TELEPHONE PEDESTAL SS,
 FM1000'7.1 METERS (23.3 FT) EAST FROM THE PERIMETER FENCE AND
 FM1000'0.6 METERS (2.0 FT) SOUTH FROM A METAL WITNESS POST.
 FM1000'
 FM1000'NEW MEXICO FAA - FEBRUARY, 1988.
 FM1000'
 FM1000'THIS STATION SUITABLE FOR GPS SURVEYS.
 FM1000'
 FM1000'DESCRIBED BY G.R. HEID.
 FM1000
 FM1000                          STATION RECOVERY (1996)
 FM1000
 FM1000'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (KAL)
 FM1000'RECOVERY NOTE BY CHANCE 1996 RECOVERED AS DESCRIBED AND IN GOOD
 FM1000'CONDITION.
 FM1000
 FM1000                          STATION RECOVERY (1996)
 FM1000
 FM1000'RECOVERY NOTE BY US POWER SQUADRON 1996
 FM1000'RECOVERED IN GOOD CONDITION.
 FM1000
 FM1000                          STATION RECOVERY (1997)
 FM1000
 FM1000'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 FM1000'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 23 APR 1998 (WCW) .
 FM1000'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH CHANGE.  TO REACH NOW IS
 FM1000'FROM INTERSTATE 40 (EXIT 339) AT STATE ROUTE 239.
 FM1000
 FM1000                          STATION RECOVERY (1999)
 FM1000
 FM1000'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 FM1000'10.2 KM (6.35 MI) EASTERLY ALONG U.S.  HIGHWAY 66 FROM THE JUNCTION OF
 FM1000'STATE HIGHWAYS 104 AND 209 IN TUCUMCARI, THENCE 0.9 KM (0.55 MI)
 FM1000'NORTHERLY ALONG STATE HIGHWAY 286, AT THE WEST EDGE OF THE TUCUMCARI
 FM1000'MUNICIPAL AIRPORT, 22.8 M (74.8 FT) SOUTHEAST OF THE HIGHWAY
 FM1000'CENTERLINE, 7.2 M (23.6 FT) SOUTHEAST OF AN UNDERGROUND CABLE JUNCTION
 FM1000'BOX, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.7 M (2.3 FT)
 FM1000'SOUTH OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND
 FM1000'SURFACE.  NOTE--THE MONUMENT IS ON PROPERTY OWNED BY THE TUCUMCARI
 FM1000'MUNICIPAL AIRPORT, P.O.  BOX 1188, TUCUMCARI, NM 88401, TELEPHONE
 FM1000'NUMBER (505) 461-3229.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE3218 ***********************************************************************
 AE3218  DESIGNATION -  CARI 3 RM 4
 AE3218  PID         -  AE3218
 AE3218  STATE/COUNTY-  NM/QUAY
 AE3218  USGS QUAD   -  LESBIA (1968)
 AE3218
 AE3218                         *CURRENT SURVEY CONTROL
 AE3218  ___________________________________________________________________
 AE3218* NAD 83(1992)-  35 10 23.26658(N)    103 36 32.70566(W)     ADJUSTED  
 AE3218* NAVD 88     -      1230.182  (meters)    4036.02   (feet)  ADJUSTED  
 AE3218  ___________________________________________________________________
 AE3218  X           -  -1,228,333.984 (meters)                     COMP
 AE3218  Y           -  -5,073,803.934 (meters)                     COMP
 AE3218  Z           -   3,654,279.186 (meters)                     COMP
 AE3218  LAPLACE CORR-          -1.74  (seconds)                    DEFLEC99
 AE3218  ELLIP HEIGHT-        1206.82  (meters)          (12/11/01) GPS OBS
 AE3218  GEOID HEIGHT-         -23.36  (meters)                     GEOID03
 AE3218  DYNAMIC HT  -        1228.650 (meters)    4031.00  (feet)  COMP
 AE3218  MODELED GRAV-     979,346.8   (mgal)                       NAVD 88
 AE3218
 AE3218  HORZ ORDER  -  THIRD
 AE3218  VERT ORDER  -  SECOND    CLASS I
 AE3218  ELLP ORDER  -  FOURTH    CLASS I
 AE3218
 AE3218.This mark is at Tucumcari Airport (TCC)
 AE3218
 AE3218.The horizontal coordinates were established by GPS observations
 AE3218.and adjusted by the National Geodetic Survey in September 1997..
 AE3218
 AE3218.The orthometric height was determined by differential leveling
 AE3218.and adjusted by the National Geodetic Survey in July 2002..
 AE3218
 AE3218.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE3218
 AE3218.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE3218
 AE3218.The ellipsoidal height was determined by GPS observations
 AE3218.and is referenced to NAD 83.
 AE3218
 AE3218.The geoid height was determined by GEOID03.
 AE3218
 AE3218.The dynamic height is computed by dividing the NAVD 88
 AE3218.geopotential number by the normal gravity value computed on the
 AE3218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE3218.degrees latitude (g = 980.6199 gals.).
 AE3218
 AE3218.The modeled gravity was interpolated from observed gravity values.
 AE3218
 AE3218;                    North         East     Units Scale Factor Converg.
 AE3218;SPC NM E     -   463,024.067   230,970.352   MT  0.99996271   +0 25 02.0
 AE3218;SPC NM E     - 1,519,104.79    757,775.23   sFT  0.99996271   +0 25 02.0
 AE3218;UTM  13      - 3,893,128.473   626,659.608   MT  0.99979771   +0 48 04.8
 AE3218
 AE3218!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE3218!SPC NM E     -   0.99981061  x   0.99996271  =   0.99977333
 AE3218!UTM  13      -   0.99981061  x   0.99979771  =   0.99960836
 AE3218
 AE3218                          SUPERSEDED SURVEY CONTROL
 AE3218
 AE3218  ELLIP H (11/16/01) 1206.85   (m)                       GP(       ) 4 1
 AE3218  ELLIP H (09/29/97) 1206.91   (m)                       GP(       ) 4 1
 AE3218
 AE3218.Superseded values are not recommended for survey control.
 AE3218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE3218.See file dsdata.txt to determine how the superseded data were derived.
 AE3218
 AE3218_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFU2666093128(NAD 83)
 AE3218_MARKER: DR = REFERENCE MARK DISK
 AE3218_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE3218_STAMPING: CARI 3 NO 4 1977
 AE3218_MARK LOGO: NGS   
 AE3218_PROJECTION: FLUSH
 AE3218_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE3218_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE3218+STABILITY: SURFACE MOTION
 AE3218_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE3218+SATELLITE: SATELLITE OBSERVATIONS - February 02, 1999
 AE3218
 AE3218  HISTORY     - Date     Condition        Report By
 AE3218  HISTORY     - 1977     MONUMENTED       NGS
 AE3218  HISTORY     - 19970423 GOOD             NGS
 AE3218  HISTORY     - 19990202 GOOD             NGS
 AE3218
 AE3218                          STATION DESCRIPTION
 AE3218
 AE3218'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 AE3218'THE STATION IS LOCATED ABOUT 10 KM (6.20 MI) EAST FROM THE JUNCTION OF
 AE3218'U.S.  HIGHWAY 66 (TUCUMCARI BLVD) AND STATE HIGHWAY 209 (SOUTH FIRST
 AE3218'STREET) IN DOWNTOWN TUCUMCARI, ABOUT 0.5 KM (0.30 MI) EAST FROM STATE
 AE3218'HIGHWAY 286, NORTH OF INTERSTATE 40, AT THE TUCUMCARI MUNICIPAL
 AE3218'AIRPORT.  OWNERSHIP -- CITY OF TUCUMCARI, BOX 1188, TUCUMCARI NM
 AE3218'88481, PHONE 505-461-3451.  AIRPORT MANAGER STEVE STEPHENSON, BOX
 AE3218'1188, TUCUMCARI NM 88481, PHONE 505-461-3229.  TO REACH FROM THE
 AE3218'JUNCTION OF INTERSTATE 40 (EXIT 339) AND STATE HIGHWAY 286, GO NORTH,
 AE3218'EAST, THEN NORTH ON STATE HIGHWAY 286 FOR 1.2 KM (0.75 MI) TO THE
 AE3218'AIRPORT ENTRANCE ROAD ON RIGHT.  TURN RIGHT AND GO EASTERLY FOR 0.40
 AE3218'KM (0.25 MI) BEARING LEFT THROUGH A PARKING LOT TO A GATE ON THE
 AE3218'NORTHWEST SIDE OF THE PASSENGER TERMINAL AND AIRPORT OFFICE.  PASS
 AE3218'THROUGHT THE GATE AND GO NORTHEAST FOR 0.08 KM (0.05 MI) ACROSS AN
 AE3218'APRON TO A TAXIWAY.  TURN RIGHT AND GO SOUTHEAST, SOUTHWEST, THEN
 AE3218'SOUTHEAST ON THE TAXIWAY FOR 1.0 KM (0.60 MI) TO APPROACH 3. CONTINUE
 AE3218'SOUTHEASTERLY AND CROSS APPROACH 3 BEARING RIGHT AND FOLLOW A TRACKED
 AE3218'DIRT SERVICE ROAD FOR 0.16 KM (0.10 MI) TO A DIM TRACKED DIRT ROAD
 AE3218'RIGHT.  TURN RIGHT AND GO SOUTHEASTERLY FOR 0.08 KM (0.05 MI) PAST A
 AE3218'BILLBOARD ON RIGHT TO THE STATION ON LEFT.  THE MARK IS A NGS
 AE3218'REFERENCE MARK DISK IN A 15 CM DIA ROUND CONCRETE MONUMENT. THE
 AE3218'STATION IS LOCATED NEAR THE TOP OF AN EAST-WEST RIDGE, 51.6 FT (15.7
 AE3218'M) EAST FROM CARI 3 RM 5, 46.4 FT (14.1 M) NORTH FROM A BARBED WIRE
 AE3218'FENCE ALONG THE NORTHERLY R.O.W.  OF INTERSTATE 40, 44.0 FT (13.4 M)
 AE3218'NORTH FROM A WOOD UTILITY POLE, 9.0 M (29.5 FT) NORTHEAST FROM CARI 3,
 AE3218'11.8 FT (3.6 M) NORTH NORTHEAST FROM A GUY ANCHOR.  THE MARK PROJECTS
 AE3218'5 CM (2 IN) ABOVE GRADE.  DESC 24 APR 1997 WC WAICKMAN.
 AE3218
 AE3218                          STATION RECOVERY (1999)
 AE3218
 AE3218'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AE3218'10.2 KM (6.35 MI) EASTERLY ALONG U.S.  HIGHWAY 66 FROM THE JUNCTION OF
 AE3218'STATE HIGHWAYS 104 AND 209 IN TUCUMCARI, THENCE 1.4 KM (0.85 MI)
 AE3218'NORTHERLY ALONG STATE HIGHWAY 286, THENCE 0.2 KM (0.10 MI) EASTERLY
 AE3218'ALONG THE TUCUMCARI MUNICIPAL AIRPORT ENTRANCE ROAD, THENCE 0.9 KM
 AE3218'(0.55 MI) SOUTHERLY ALONG A TRACK ROAD, 279.0 M (915.4 FT) SOUTHEAST
 AE3218'OF THE EXTENDED CENTER OF RUNWAY 03 AND THE SOUTHWEST END OF THE
 AE3218'TARMAC, 46.1 M (151.2 FT) NORTH OF THE CENTERLINE OF THE WESTBOUND
 AE3218'LANES OF INTERSTATE HIGHWAY 40, 14.1 M (46.3 FT) NORTH OF A FENCE,
 AE3218'13.2 M (43.3 FT) NORTH OF A T-JUNCTION UTILITY POLE WITH A GUY CABLE,
 AE3218'10.0 M (32.8 FT) NORTH OF AND LEVEL WITH THE ROAD CENTER, 8.9 M (29.2
 AE3218'FT) NORTHEAST OF THE STATION MARK, AND THE MONUMENT IS FLUSH WITH THE
 AE3218'GROUND SURFACE.  NOTE--THE MONUMENT IS ON PROPERTY OWNED BY THE
 AE3218'TUCUMCARI MUNICIPAL AIRPORT, P.O.  BOX 1188, TUCUMCARI, NM 88401,
 AE3218'TELEPHONE NUMBER (505) 461-3229.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE3219 ***********************************************************************
 AE3219  DESIGNATION -  CARI 3 RM 5
 AE3219  PID         -  AE3219
 AE3219  STATE/COUNTY-  NM/QUAY
 AE3219  USGS QUAD   -  LESBIA (1968)
 AE3219
 AE3219                         *CURRENT SURVEY CONTROL
 AE3219  ___________________________________________________________________
 AE3219* NAD 83(1992)-  35 10 23.44781(N)    103 36 33.28776(W)     ADJUSTED  
 AE3219* NAVD 88     -      1230.205  (meters)    4036.10   (feet)  ADJUSTED  
 AE3219  ___________________________________________________________________
 AE3219  X           -  -1,228,347.552 (meters)                     COMP
 AE3219  Y           -  -5,073,797.363 (meters)                     COMP
 AE3219  Z           -   3,654,283.770 (meters)                     COMP
 AE3219  LAPLACE CORR-          -1.74  (seconds)                    DEFLEC99
 AE3219  ELLIP HEIGHT-        1206.85  (meters)          (12/11/01) GPS OBS
 AE3219  GEOID HEIGHT-         -23.36  (meters)                     GEOID03
 AE3219  DYNAMIC HT  -        1228.674 (meters)    4031.07  (feet)  COMP
 AE3219  MODELED GRAV-     979,346.8   (mgal)                       NAVD 88
 AE3219
 AE3219  HORZ ORDER  -  THIRD
 AE3219  VERT ORDER  -  SECOND    CLASS I
 AE3219  ELLP ORDER  -  FOURTH    CLASS I
 AE3219
 AE3219.This mark is at Tucumcari Airport (TCC)
 AE3219
 AE3219.The horizontal coordinates were established by GPS observations
 AE3219.and adjusted by the National Geodetic Survey in September 1997..
 AE3219
 AE3219.The orthometric height was determined by differential leveling
 AE3219.and adjusted by the National Geodetic Survey in July 2002..
 AE3219
 AE3219.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE3219
 AE3219.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE3219
 AE3219.The ellipsoidal height was determined by GPS observations
 AE3219.and is referenced to NAD 83.
 AE3219
 AE3219.The geoid height was determined by GEOID03.
 AE3219
 AE3219.The dynamic height is computed by dividing the NAVD 88
 AE3219.geopotential number by the normal gravity value computed on the
 AE3219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE3219.degrees latitude (g = 980.6199 gals.).
 AE3219
 AE3219.The modeled gravity was interpolated from observed gravity values.
 AE3219
 AE3219;                    North         East     Units Scale Factor Converg.
 AE3219;SPC NM E     -   463,029.544   230,955.583   MT  0.99996268   +0 25 01.7
 AE3219;SPC NM E     - 1,519,122.76    757,726.78   sFT  0.99996268   +0 25 01.7
 AE3219;UTM  13      - 3,893,133.850   626,644.805   MT  0.99979767   +0 48 04.5
 AE3219
 AE3219!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE3219!SPC NM E     -   0.99981060  x   0.99996268  =   0.99977329
 AE3219!UTM  13      -   0.99981060  x   0.99979767  =   0.99960831
 AE3219
 AE3219                          SUPERSEDED SURVEY CONTROL
 AE3219
 AE3219  ELLIP H (11/16/01) 1206.88   (m)                       GP(       ) 4 1
 AE3219  ELLIP H (09/29/97) 1206.93   (m)                       GP(       ) 4 1
 AE3219
 AE3219.Superseded values are not recommended for survey control.
 AE3219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE3219.See file dsdata.txt to determine how the superseded data were derived.
 AE3219
 AE3219_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFU2664593134(NAD 83)
 AE3219_MARKER: DR = REFERENCE MARK DISK
 AE3219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE3219_STAMPING: CARI 3 NO 5 1977
 AE3219_MARK LOGO: NGS   
 AE3219_PROJECTION: FLUSH
 AE3219_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE3219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE3219+STABILITY: SURFACE MOTION
 AE3219_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE3219+SATELLITE: SATELLITE OBSERVATIONS - February 02, 1999
 AE3219
 AE3219  HISTORY     - Date     Condition        Report By
 AE3219  HISTORY     - 1977     MONUMENTED       NGS
 AE3219  HISTORY     - 19970423 GOOD             NGS
 AE3219  HISTORY     - 19990202 GOOD             NGS
 AE3219
 AE3219                          STATION DESCRIPTION
 AE3219
 AE3219'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 AE3219'THE STATION IS LOCATED ABOUT 10 KM (6.20 MI) EAST FROM THE JUNCTION OF
 AE3219'U.S.  HIGHWAY 66 (TUCUMCARI BLVD) AND STATE HIGHWAY 209 (SOUTH FIRST
 AE3219'STREET) IN DOWNTOWN TUCUMCARI, ABOUT 0.5 KM (0.30 MI) EAST FROM STATE
 AE3219'HIGHWAY 286, NORTH OF INTERSTATE 40, AT THE TUCUMCARI MUNICIPAL
 AE3219'AIRPORT.  OWNERSHIP -- CITY OF TUCUMCARI, BOX 1188, TUCUMCARI NM
 AE3219'88481, PHONE 505-461-3451.  AIRPORT MANAGER STEVE STEPHENSON, BOX
 AE3219'1188, TUCUMCARI NM 88481, PHONE 505-461-3229.  TO REACH FROM THE
 AE3219'JUNCTION OF INTERSTATE 40 (EXIT 339) AND STATE HIGHWAY 286, GO NORTH,
 AE3219'EAST, THEN NORTH ON STATE HIGHWAY 286 FOR 1.2 KM (0.75 MI) TO THE
 AE3219'AIRPORT ENTRANCE ROAD ON RIGHT.  TURN RIGHT AND GO EASTERLY FOR 0.40
 AE3219'KM (0.25 MI) BEARING LEFT THROUGH A PARKING LOT TO A GATE ON THE
 AE3219'NORTHWEST SIDE OF THE PASSENGER TERMINAL AND AIRPORT OFFICE.  PASS
 AE3219'THROUGHT THE GATE AND GO NORTHEAST FOR 0.08 KM (0.05 MI) ACROSS AN
 AE3219'APRON TO A TAXIWAY.  TURN RIGHT AND GO SOUTHEAST, SOUTHWEST, THEN
 AE3219'SOUTHEAST ON THE TAXIWAY FOR 1.0 KM (0.60 MI) TO APPROACH 3. CONTINUE
 AE3219'SOUTHEASTERLY AND CROSS APPROACH 3 BEARING RIGHT AND FOLLOW A TRACKED
 AE3219'DIRT SERVICE ROAD FOR 0.16 KM (0.10 MI) TO A DIM TRACKED DIRT ROAD
 AE3219'RIGHT.  TURN RIGHT AND GO SOUTHEASTERLY FOR 0.08 KM (0.05 MI) PAST A
 AE3219'BILLBOARD ON RIGHT TO THE STATION ON LEFT.  THE MARK IS A NGS
 AE3219'REFERENCE MARK DISK IN A 15 CM DIA ROUND CONCRETE MONUMENT. THE
 AE3219'STATION IS LOCATED NEAR THE TOP OF AN EAST-WEST RIDGE, 136 FT (41.5 M)
 AE3219'SOUTHEAST FROM A CULVERT WITH HEADWALL NEAR A WILLOW TREE, 72.1 FT
 AE3219'(22.0 M) NORTH NORTHEAST FROM A STEEL BEAM SET VERTICALLY AS A R.O.W.
 AE3219'MARKER, 69.6 FT (21.2 M) EAST NORTHEAST FROM THE NORTH COLUMN OF A
 AE3219'FOUR COLUMN BILLBOARD, 65.1 FT (19.8 M) NORTH FROM A BARBED WIRE FENCE
 AE3219'ALONG THE NORTHERLY R.O.W.  OF INTERSTATE 40, 34.7 FT (10.6 M)
 AE3219'NORTHWEST FROM CARI 3, AND 2.3 FT (0.7 M) EAST FROM A METAL WITNESS
 AE3219'POST.  THE MARK PROJECTS 5 CM (2 IN) ABOVE GRADE.  DESC 24 APR 1997 WC
 AE3219'WAICKMAN.
 AE3219
 AE3219                          STATION RECOVERY (1999)
 AE3219
 AE3219'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AE3219'10.2 KM (6.35 MI) EASTERLY ALONG U.S.  HIGHWAY 66 FROM THE JUNCTION OF
 AE3219'STATE HIGHWAYS 104 AND 209 IN TUCUMCARI, THENCE 1.4 KM (0.85 MI)
 AE3219'NORTHERLY ALONG STATE HIGHWAY 286, THENCE 0.2 KM (0.10 MI) EASTERLY
 AE3219'ALONG THE TUCUMCARI MUNICIPAL AIRPORT ENTRANCE ROAD, THENCE 0.9 KM
 AE3219'(0.55 MI) SOUTHERLY ALONG A TRACK ROAD, 259.0 M (849.7 FT) SOUTHEAST
 AE3219'OF THE EXTENDED CENTER OF RUNWAY 03 AND THE SOUTHWEST END OF THE
 AE3219'TARMAC, 52.0 M (170.6 FT) NORTH OF THE CENTERLINE OF THE WESTBOUND
 AE3219'LANES OF INTERSTATE HIGHWAY 40, 20.8 M (68.2 FT) EAST OF THE NORTH LEG
 AE3219'OF A SIGN (WELCOME TO TUCUMCARI) , 20.0 M (65.6 FT) NORTH OF A FENCE,
 AE3219'10.9 M (35.8 FT) NORTH OF WITH THE ROAD CENTER, 10.5 M (34.4 FT)
 AE3219'NORTHWEST OF THE STATION MARK, 1.0 M (3.3 FT) ABOVE THE LEVEL OF THE
 AE3219'ROAD, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.  NOTE--THE
 AE3219'MONUMENT IS ON PROPERTY OWNED BY THE TUCUMCARI MUNICIPAL AIRPORT, P.O.
 AE3219'BOX 1188, TUCUMCARI, NM 88401, TELEPHONE NUMBER (505) 461-3229.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0676 ***********************************************************************
 FM0676  DESIGNATION -  CARI RM 1
 FM0676  PID         -  FM0676
 FM0676  STATE/COUNTY-  NM/QUAY
 FM0676  USGS QUAD   -  LESBIA (1968)
 FM0676
 FM0676                         *CURRENT SURVEY CONTROL
 FM0676  ___________________________________________________________________
 FM0676* NAD 83(1986)-  35 10 20.     (N)    103 36 34.     (W)     SCALED    
 FM0676* NAVD 88     -      1228.738  (meters)    4031.28   (feet)  ADJUSTED  
 FM0676  ___________________________________________________________________
 FM0676  GEOID HEIGHT-         -23.36  (meters)                     GEOID03
 FM0676  DYNAMIC HT  -        1227.208 (meters)    4026.26  (feet)  COMP
 FM0676  MODELED GRAV-     979,346.8   (mgal)                       NAVD 88
 FM0676
 FM0676  VERT ORDER  -  SECOND    CLASS 0
 FM0676
 FM0676.This mark is at Tucumcari Airport (TCC)
 FM0676
 FM0676.The horizontal coordinates were scaled from a topographic map and have
 FM0676.an estimated accuracy of +/- 6 seconds.
 FM0676
 FM0676.The orthometric height was determined by differential leveling
 FM0676.and adjusted by the National Geodetic Survey in June 1991..
 FM0676
 FM0676.The geoid height was determined by GEOID03.
 FM0676
 FM0676.The dynamic height is computed by dividing the NAVD 88
 FM0676.geopotential number by the normal gravity value computed on the
 FM0676.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0676.degrees latitude (g = 980.6199 gals.).
 FM0676
 FM0676.The modeled gravity was interpolated from observed gravity values.
 FM0676
 FM0676;                    North         East    Units  Estimated Accuracy
 FM0676;SPC NM E     -   462,920.      230,940.      MT  (+/- 180 meters Scaled)
 FM0676
 FM0676                          SUPERSEDED SURVEY CONTROL
 FM0676
 FM0676  NGVD 29 (??/??/92) 1228.133  (m)         4029.30   (f) ADJ UNCH    2 0
 FM0676
 FM0676.Superseded values are not recommended for survey control.
 FM0676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0676.See file dsdata.txt to determine how the superseded data were derived.
 FM0676
 FM0676_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFU266930(NAD 83)
 FM0676_MARKER: DR = REFERENCE MARK DISK
 FM0676_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0676_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0676_STAMPING: CARI NO 1 1935
 FM0676_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0676+STABILITY: SURFACE MOTION
 FM0676
 FM0676  HISTORY     - Date     Condition        Report By
 FM0676  HISTORY     - 1935     MONUMENTED       CGS
 FM0676  HISTORY     - 1960     GOOD             CGS
 FM0676  HISTORY     - 19960613 MARK NOT FOUND   CHANCE
 FM0676  HISTORY     - 19960623 GOOD             USPSQD
 FM0676
 FM0676                          STATION DESCRIPTION
 FM0676
 FM0676'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 FM0676'6.5 MI E FROM TUCUMCARI.
 FM0676'0.2 MILE EAST OF THE SOUTHEAST CORNER OF THE TUCUMCARI AIRPORT, 216
 FM0676'FEET NORTH OF THE CENTER OF U.S. HIGHWAY 66, 89 FEET NORTH OF THE
 FM0676'RIGHT-OF-WAY FENCE, 95 FEET NORTHWEST OF A POWER POLE AND 60 FEET
 FM0676'NORTHWEST OF A POWER LINE GUY POLE.  A STANDARD U.S. COAST AND
 FM0676'GEODETIC SURVEY REFERENCE MARK DISK, SET IN A SQUARE CONCRETE POST
 FM0676'WHICH PROJECTS 6 INCHES.
 FM0676
 FM0676                          STATION RECOVERY (1996)
 FM0676
 FM0676'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (KAL)
 FM0676'RECOVERY NOTE BY CHANCE 1996, MARK NOT FOUND - SEARCHED 0.5
 FM0676'PERSON-HOUR.
 FM0676
 FM0676                          STATION RECOVERY (1996)
 FM0676
 FM0676'RECOVERY NOTE BY US POWER SQUADRON 1996
 FM0676'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0677 ***********************************************************************
 FM0677  DESIGNATION -  CARI RM 2
 FM0677  PID         -  FM0677
 FM0677  STATE/COUNTY-  NM/QUAY
 FM0677  USGS QUAD   -  LESBIA (1968)
 FM0677
 FM0677                         *CURRENT SURVEY CONTROL
 FM0677  ___________________________________________________________________
 FM0677* NAD 83(1986)-  35 10 20.     (N)    103 36 37.     (W)     SCALED    
 FM0677* NAVD 88     -      1228.871  (meters)    4031.72   (feet)  ADJUSTED  
 FM0677  ___________________________________________________________________
 FM0677  GEOID HEIGHT-         -23.36  (meters)                     GEOID03
 FM0677  DYNAMIC HT  -        1227.341 (meters)    4026.70  (feet)  COMP
 FM0677  MODELED GRAV-     979,346.8   (mgal)                       NAVD 88
 FM0677
 FM0677  VERT ORDER  -  SECOND    CLASS 0
 FM0677
 FM0677.This mark is at Tucumcari Airport (TCC)
 FM0677
 FM0677.The horizontal coordinates were scaled from a topographic map and have
 FM0677.an estimated accuracy of +/- 6 seconds.
 FM0677
 FM0677.The orthometric height was determined by differential leveling
 FM0677.and adjusted by the National Geodetic Survey in June 1991..
 FM0677
 FM0677.The geoid height was determined by GEOID03.
 FM0677
 FM0677.The dynamic height is computed by dividing the NAVD 88
 FM0677.geopotential number by the normal gravity value computed on the
 FM0677.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0677.degrees latitude (g = 980.6199 gals.).
 FM0677
 FM0677.The modeled gravity was interpolated from observed gravity values.
 FM0677
 FM0677;                    North         East    Units  Estimated Accuracy
 FM0677;SPC NM E     -   462,920.      230,860.      MT  (+/- 180 meters Scaled)
 FM0677
 FM0677                          SUPERSEDED SURVEY CONTROL
 FM0677
 FM0677  NGVD 29 (??/??/92) 1228.266  (m)         4029.74   (f) ADJ UNCH    2 0
 FM0677
 FM0677.Superseded values are not recommended for survey control.
 FM0677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0677.See file dsdata.txt to determine how the superseded data were derived.
 FM0677
 FM0677_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFU265930(NAD 83)
 FM0677_MARKER: DR = REFERENCE MARK DISK
 FM0677_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0677_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0677_STAMPING: R M NO. 2 1943
 FM0677_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0677+STABILITY: SURFACE MOTION
 FM0677
 FM0677  HISTORY     - Date     Condition        Report By
 FM0677  HISTORY     - 1935     MONUMENTED       CGS
 FM0677  HISTORY     - 1945     GOOD             CGS
 FM0677  HISTORY     - 19960613 MARK NOT FOUND   CHANCE
 FM0677  HISTORY     - 19960623 MARK NOT FOUND   USPSQD
 FM0677
 FM0677                          STATION DESCRIPTION
 FM0677
 FM0677'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 FM0677'6.1 MI E FROM TUCUMCARI.
 FM0677'REACHED FROM THE POST OFFICE IN TUCUMCARI BY GOING 6.1 MILES EAST ON
 FM0677'U.S. HIGHWAY 66 TO THE SOUTH ENTRANCE OF THE TUCUMCARI AIRPORT, THEN
 FM0677'00.5 MILE EAST OF THE SOUTH ENTRANCE OF THE TUCUMCARI AIRPORT, MARK IS
 FM0677'60 FEET NORTH OF CENTERLINE OF HIGHWAY, 105 FEET WEST TRIANGULATION
 FM0677'STATION CARI IN SOUTH BOUNDRY LINE OF THE AIRPORT, MARK IS A BRONZE
 FM0677'REFERENCE DISK SET A CONCRETE POST PROJECTING 6 INCHES ABOVE THE
 FM0677'SURFACE.
 FM0677
 FM0677                          STATION RECOVERY (1996)
 FM0677
 FM0677'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (KAL)
 FM0677'RECOVERY NOTE BY CHANCE 1996, MARK NOT FOUND - SEARCHED 0.5
 FM0677'PERSON-HOUR.
 FM0677
 FM0677                          STATION RECOVERY (1996)
 FM0677
 FM0677'RECOVERY NOTE BY US POWER SQUADRON 1996
 FM0677'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0758 ***********************************************************************
 GM0758  DESIGNATION -  CARIZOSA
 GM0758  PID         -  GM0758
 GM0758  STATE/COUNTY-  NM/COLFAX
 GM0758  USGS QUAD   -  HOUSE CANYON (1987)
 GM0758
 GM0758                         *CURRENT SURVEY CONTROL
 GM0758  ___________________________________________________________________
 GM0758* NAD 83(1992)-  36 42 11.67411(N)    104 54 53.27895(W)     ADJUSTED  
 GM0758* NAVD 88     -      2448.8    (meters)    8034.     (feet)  VERTCON   
 GM0758  ___________________________________________________________________
 GM0758  LAPLACE CORR-          -7.25  (seconds)                    DEFLEC99
 GM0758  GEOID HEIGHT-         -17.44  (meters)                     GEOID03
 GM0758
 GM0758  HORZ ORDER  -  FIRST
 GM0758
 GM0758.The horizontal coordinates were established by classical geodetic methods
 GM0758.and adjusted by the National Geodetic Survey in December 1993..
 GM0758
 GM0758.The NAVD 88 height was computed by applying the VERTCON shift value to
 GM0758.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GM0758
 GM0758.The Laplace correction was computed from DEFLEC99 derived deflections.
 GM0758
 GM0758.The geoid height was determined by GEOID03.
 GM0758
 GM0758;                    North         East     Units Scale Factor Converg.
 GM0758;SPC NM E     -   632,704.116   113,046.728   MT  0.99994233   -0 20 51.1
 GM0758;SPC NM E     - 2,075,796.75    370,887.47   sFT  0.99994233   -0 20 51.1
 GM0758;UTM  13      - 4,061,956.336   507,610.146   MT  0.99960071   +0 03 03.3
 GM0758
 GM0758!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GM0758!SPC NM E     -   0.99961858  x   0.99994233  =   0.99956093
 GM0758!UTM  13      -   0.99961858  x   0.99960071  =   0.99921944
 GM0758
 GM0758|---------------------------------------------------------------------|
 GM0758| PID    Reference Object                     Distance      Geod. Az  |
 GM0758|                                                           dddmmss.s |
 GM0758| GM0757 DAWSON                               37.286 METERS 11426     |
 GM0758| GM0755 DEAN                                APPROX.18.8 KM 1951406.2 |
 GM0758| CM8595 CARIZOSA RM 1                        16.687 METERS 34101     |
 GM0758|---------------------------------------------------------------------|
 GM0758
 GM0758                          SUPERSEDED SURVEY CONTROL
 GM0758
 GM0758  NAD 83(1992)-  36 42 11.68013(N)    104 54 53.28092(W) AD(       ) 1
 GM0758  NAD 83(1986)-  36 42 11.68119(N)    104 54 53.28079(W) AD(       ) 1
 GM0758  NAD 27      -  36 42 11.56280(N)    104 54 51.28180(W) AD(       ) 1
 GM0758  NGVD 29 (07/19/86) 2447.7    (m)         8030.     (f) VERT ANG       
 GM0758
 GM0758.Superseded values are not recommended for survey control.
 GM0758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0758.See file dsdata.txt to determine how the superseded data were derived.
 GM0758
 GM0758_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEA0761061956(NAD 83)
 GM0758_MARKER: DS = TRIANGULATION STATION DISK
 GM0758_SETTING: 80 = SET IN A BOULDER
 GM0758_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 GM0758
 GM0758  HISTORY     - Date     Condition        Report By
 GM0758  HISTORY     - 1949     MONUMENTED       CGS
 GM0758  HISTORY     - 1954     GOOD             USGS
 GM0758  HISTORY     - 1961     GOOD             CGS
 GM0758
 GM0758                          STATION DESCRIPTION
 GM0758
 GM0758'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (DHK)
 GM0758'THE STATION IS LOCATED ABOUT 7 MILES AIR LINE WEST-NORTHWEST OF
 GM0758'DAWSON, ABOUT 5 MILES AIR LINE SOUTHEAST OF THE VAN HOUTEN
 GM0758'RANCH, ON A HIGH TIMBERED DIVIDE, BETWEEN VALDEZ AND CARIZOSA
 GM0758'CANYONS, ABOUT 45 YARDS EAST-SOUTHEAST OF THE HIGHEST POINT,
 GM0758'PROJECTS 2 INCHES, AND IS STAMPED, CARIZOSA 1949.
 GM0758'
 GM0758'REFERENCE MARK NO. 1 IS APPROXIMATELY 1 FOOT HIGHER THAN THE
 GM0758'STATION, 6 PACES SOUTHWEST OF A 8-INCH PINE, PROJECTS 3 INCHES,
 GM0758'AND IS STAMPED, CARIZOSA NO 1 1949.
 GM0758'
 GM0758'REFERENCE MARK, A U.S. GEOLOGICAL SURVEY BENCH MARK, IS
 GM0758'APPROXIMATELY 3 FEET LOWER THAN THE STATION, 22 FEET EAST OF
 GM0758'A 12-INCH PINE, 18 FEET SOUTHEAST OF A 8-INCH PINE, A BRONZE
 GM0758'DISK SET IN TOP OF A SMALL BOULDER, PROJECTS 5 INCHES, AND IS
 GM0758'NOT STAMPED.
 GM0758'
 GM0758'TO REACH FROM THE STORE AND SERVICE STATION AT COLFAX, DRIVE
 GM0758'SOUTH ALONG U.S. HIGHWAY 64 FOR 4.2 MILES TO A ROAD RIGHT AND
 GM0758'GATE.  TURN RIGHT, PASS THROUGH GATE AND CONTINUE WESTERLY,
 GM0758'CROSSING CANYON STREAM SEVERAL TIMES AND PASSING THROUGH 2 WIRE
 GM0758'GATES, FOR 13.0 MILES TO A SMALL FENCED AREA AND FORK.  TAKE THE
 GM0758'LEFT FORK AND GO 2.15 MILES TO A WIRE GATE AT WINDMILL.  PASS
 GM0758'THROUGH AND CONTINUE, BY CROSSING CANYON, FOR 0.1 MILE TO
 GM0758'A REVERSE-Y WHICH IS VERY DIM.  TURN SHARP LEFT
 GM0758'(SOUTHWESTERLY) AND FOLLOW DIM TRACK ROAD FOR 0.25 MILE TO A
 GM0758'T-ROAD.  TURN LEFT AND GO 0.15 MILE TO DEEP WASH.  TURN RIGHT
 GM0758'UP WASH AND GO 0.2 MILE TO A FENCE ACROSS WASH.  PASS
 GM0758'THROUGH FENCE AND CONTINUE ON TRACK ROAD UP CANYON FOR 0.35
 GM0758'MILE TO END OF ROAD AND END OF TRUCK TRAVEL.  PACK WESTERLY
 GM0758'UP STEEP SLOPE TO TOP OF RIDGE.  AT THIS POINT THE STATION
 GM0758'HILL CAN BE SEEN AS THE HIGHEST POINT TO THE WEST ON THE NEXT
 GM0758'RIDGE.  A 1-HOUR PACK.
 GM0758
 GM0758                          STATION RECOVERY (1954)
 GM0758
 GM0758'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954 (KSM)
 GM0758'STATION MARK--STANDARD USC AND GS DISK, STAMPED ---CARIZOSA 1949---,
 GM0758'WEDGED IN DRILL HOLE IN BOULDER.
 GM0758
 GM0758                          STATION RECOVERY (1961)
 GM0758
 GM0758'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (HWK)
 GM0758'THE STATION WAS RECOVERED AS DESCRIBED AND THE STATION MARK AND
 GM0758'REFERENCE MARK 1 WERE IN GOOD CONDITION.  THE U.S. GEOLOGICAL
 GM0758'SURVEY STATION DAWSON 1949 IS SET IN THE TOP OF AN UNSTABLE
 GM0758'BOULDER.  THE DISTANCE TO THIS MARK WAS FOUND TO BE 0.09 FOOT
 GM0758'LONGER THAN THE PREVIOUS MEASUREMENT.  THE DIRECTIONS TO THE
 GM0758'MARKS WERE VERIFIED.  THE REST OF THE DESCRIPTION IS ADEQUATE.
 GM0758'
 GM0758'A NEW TO REACH IS ADDED.
 GM0758'
 GM0758'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 64 AND
 GM0758'STATE HIGHWAY 58, AT THE EAST EDGE OF CIMARRON, GO NORTHERLY ON
 GM0758'HIGHWAY 64 FOR 8.5 MILES TO A GATE ON LEFT SUPPORTED BY TWO TALL
 GM0758'IRON POSTS.  TURN LEFT, WESTERLY, FOR 10.85 MILES TO A Y-FORK
 GM0758'AND A SMALL FENCED AREA.  BEAR LEFT ON A TRACK ROAD FOR 1.5
 GM0758'MILES TO A SMALL FEED TROUGH AND A Y-FORK.  BEAR LEFT ON THE DIM
 GM0758'TRACK ROAD FOR 0.4 MILE TO A WIRE GATE.  PASS THROUGH THE
 GM0758'GATE AND TURN SHARP LEFT FOR 0.05 MILE TO A GATE AND END OF
 GM0758'TRUCK TRAVEL.  PACK SOUTHWESTERLY UP THE RIDGE TO THE TOP.
 GM0758'THE STATION IS VISIBLE AT THIS POINT ACROSS THE CANYON.
 GM0758'PACK NORTHWESTERLY ALONG THE TOP OF THE RIDGE TO THE HEAD OF
 GM0758'THE CANYON.  BEAR LEFT AROUND THE HEAD OF THE CANYON AND
 GM0758'THEN SOUTHEAST ALONG THE HIGHER RIDGE TO THE STATION
 GM0758'ABOUT 45 YARDS EAST OF THE HIGHEST POINT.  PACKING TIME
 GM0758'WAS 2 HOURS.  NOTE--MEASUREMENTS WERE MADE USING 5 KGS.
 GM0758'TAPE TENSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0982 ***********************************************************************
 CW0982  FBN         -  This is a Federal Base Network Control Station.
 CW0982  PACS        -  This is a Primary Airport Control Station.
 CW0982  DESIGNATION -  CARLSAIR
 CW0982  PID         -  CW0982
 CW0982  STATE/COUNTY-  NM/EDDY
 CW0982  USGS QUAD   -  KITCHEN COVE (1985)
 CW0982
 CW0982                         *CURRENT SURVEY CONTROL
 CW0982  ___________________________________________________________________
 CW0982* NAD 83(1992)-  32 20 33.22764(N)    104 15 07.57505(W)     ADJUSTED  
 CW0982* NAVD 88     -       986.00   (meters)    3234.9    (feet)  GPS OBS   
 CW0982  ___________________________________________________________________
 CW0982  X           -  -1,328,101.542 (meters)                     COMP
 CW0982  Y           -  -5,228,607.476 (meters)                     COMP
 CW0982  Z           -   3,393,100.123 (meters)                     COMP
 CW0982  LAPLACE CORR-          -4.44  (seconds)                    DEFLEC99
 CW0982  ELLIP HEIGHT-         961.62  (meters)          (05/26/00) GPS OBS
 CW0982  GEOID HEIGHT-         -24.41  (meters)                     GEOID03
 CW0982
 CW0982  HORZ ORDER  -  B
 CW0982  ELLP ORDER  -  SECOND    CLASS I
 CW0982
 CW0982.This mark is at Cavern City Air Terminal Airport (CNM)
 CW0982
 CW0982.The horizontal coordinates were established by GPS observations
 CW0982.and adjusted by the National Geodetic Survey in May 1992..
 CW0982
 CW0982.The orthometric height was determined by GPS observations and a
 CW0982.high-resolution geoid model.
 CW0982
 CW0982.GPS derived orthometric heights for airport stations designated as
 CW0982.PACS or SACS are published to 2 decimal places.  This maintains
 CW0982.centimeter relative accuracy between the PACS and SACS.  It does
 CW0982.not indicate centimeter accuracy relative to other marks which are
 CW0982.part of the NAVD 88 network.
 CW0982
 CW0982.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CW0982
 CW0982.The Laplace correction was computed from DEFLEC99 derived deflections.
 CW0982
 CW0982.The ellipsoidal height was determined by GPS observations
 CW0982.and is referenced to NAD 83.
 CW0982
 CW0982.The geoid height was determined by GEOID03.
 CW0982
 CW0982;                    North         East     Units Scale Factor Converg.
 CW0982;SPC NM E     -   148,854.250   172,646.229   MT  0.99990981   +0 02 36.4
 CW0982;SPC NM E     -   488,365.99    566,423.50   sFT  0.99990981   +0 02 36.4
 CW0982;UTM  13      - 3,578,653.019   570,379.708   MT  0.99966108   +0 24 00.5
 CW0982
 CW0982!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CW0982!SPC NM E     -   0.99984904  x   0.99990981  =   0.99975886
 CW0982!UTM  13      -   0.99984904  x   0.99966108  =   0.99951017
 CW0982
 CW0982                          SUPERSEDED SURVEY CONTROL
 CW0982
 CW0982  NAD 83(1986)-  32 20 33.23332(N)    104 15 07.57484(W) AD(       ) 3
 CW0982  ELLIP H (05/26/92)  961.61   (m)                       GP(       ) 4 1
 CW0982  NGVD 29 (06/11/92)  985.9    (m)         3235.     (f) GPS OBS        
 CW0982
 CW0982.Superseded values are not recommended for survey control.
 CW0982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0982.See file dsdata.txt to determine how the superseded data were derived.
 CW0982
 CW0982_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SER7038078653(NAD 83)
 CW0982_MARKER: F = FLANGE-ENCASED ROD
 CW0982_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 CW0982_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 CW0982_STAMPING: CARLSAIR 1987
 CW0982_MARK LOGO: NGS   
 CW0982_PROJECTION: FLUSH
 CW0982_MAGNETIC: N = NO MAGNETIC MATERIAL
 CW0982_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CW0982_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CW0982+SATELLITE: SATELLITE OBSERVATIONS - March 20, 2004
 CW0982_ROD/PIPE-DEPTH: 4.9  meters
 CW0982_SLEEVE-DEPTH  : 0.9 meters
 CW0982
 CW0982  HISTORY     - Date     Condition        Report By
 CW0982  HISTORY     - 1987     MONUMENTED       NMHD
 CW0982  HISTORY     - 19900918 GOOD
 CW0982  HISTORY     - 19960114 GOOD             CHANCE
 CW0982  HISTORY     - 19970408 GOOD             NGS
 CW0982  HISTORY     - 19981217 GOOD             NGS
 CW0982  HISTORY     - 20040320 GOOD             USPSQD
 CW0982
 CW0982                          STATION DESCRIPTION
 CW0982
 CW0982'DESCRIBED BY NM HIGHWAY DEPT 1987
 CW0982'THE STATION IS LOCATED ABOUT 4.8 KM (3.0 MI) SOUTH OF CARLSBAD JUST
 CW0982'EAST OF THE CARLSBAD MUNICIPAL AIRPORT.  OWNERSHIP--CITY OF CARLSBAD,
 CW0982'AIRPORT MANAGER-FRANK NOLAND, PO BOX 1569 CARLSBAD, NM 88220.
 CW0982'TO REACH THE STATION FROM THE Y INTERSECTION OF US 62-180 AND 285 IN
 CW0982'SOUTH CARLSBAD, GO SOUTH ON US 62-180 FOR 5.8 KM (3.6 MI) TO THE
 CW0982'ENTRANCE OF THE CARLSBAD MUNICIPAL AIRPORT, CONTINUE SOUTH ON US 62-
 CW0982'180 FOR 0.32 KM (0.20 MI) TO THE STATION ON THE RIGHT.
 CW0982'THE STATION IS A PUNCH MARK IN TOP OF A STAINLESS STEEL ROD THAT IS
 CW0982'DRIVEN TO A DEPTH OF 4.9 M (16.1 FT) , INSIDE A GREASE FILLED SLEEVE
 CW0982'EXTENDING TO A DEPTH OF 0.9 M (3.0 FT) , INSIDE A 5-INCH DIAMETER PVC
 CW0982'PIPE WITH AN NGS LOGO CAP STAMPED--- CARLSAIR 1987 ---, FLUSH WITH
 CW0982'THE GROUND.  THE TOP OF THE ROD IS RECESSED 12 CM BELOW THE LOGO CAP.
 CW0982'STATION IS 64.5 M (211.6 FT) WEST FROM THE CENTERLINE OF US62-180 AT
 CW0982'MILEPOST 29.9, 31.7 M (104.0 FT) SOUTH FROM THE FLOWLINE OF A SMALL
 CW0982'DRAINAGE DITCH, AND 46.9 M (153.9 FT) NORTHEAST FROM A CHAIN LINK
 CW0982'FENCE.
 CW0982'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 CW0982
 CW0982                          STATION RECOVERY (1990)
 CW0982
 CW0982'RECOVERED 1990
 CW0982'RECOVERED IN GOOD CONDITION.
 CW0982
 CW0982                          STATION RECOVERY (1996)
 CW0982
 CW0982'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (KB)
 CW0982'RECOVERED AS DESCRIBED IN GOOD CONDITION.  FOR ACCESS CONTACT -- CITY
 CW0982'OF CARLSBAD, MIKE MEDLEY - AIRPORT MANAGER, PHONE (505) 887-3060 THE
 CW0982'STATION IS DESIGNATED AS A PRIMARY AIRPORT CONTROL STATION (PACS) -
 CW0982'NEW MEXICO ANA SURVEYS 1996
 CW0982
 CW0982                          STATION RECOVERY (1997)
 CW0982
 CW0982'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 CW0982'THE STATION IS LOCATED ABOUT 4.8 KM (3.00 MI) SOUTH OF CARLSBAD JUST
 CW0982'EAST OF THE CARLSBAD MUNICIPAL AIRPORT.  OWNERSHIP--CITY OF CARLSBAD,
 CW0982'PO BOX 1569 CARLSBAD, NM 88220.  THERE IS NO AIRPORT MANAGER AT THIS
 CW0982'TIME, CONTACT CITY HALL.  TO REACH THE STATION FROM THE Y INTERSECTION
 CW0982'OF US HIGHWAYS 62/180 AND 285 IN SOUTH CARLSBAD, GO SOUTH ON US 62/180
 CW0982'FOR 5.8 KM (3.60 MI) TO THE ENTRANCE OF THE CARLSBAD MUNICIPAL
 CW0982'AIRPORT.  CONTINUE SOUTH ON US 62/180 FOR 0.32 KM (0.20 MI) TO THE
 CW0982'STATION ON THE RIGHT JUST SOUTH OF A ROADSIDE REST AREA.  THE STATION
 CW0982'IS A PUNCH MARK ON THE TOP OF A STAINLESS STEEL ROD THAT IS DRIVEN TO
 CW0982'A DEPTH OF 4.9 M, (16.1 FT) INSIDE A GREASE FILLED SLEEVE EXTENDING TO
 CW0982'A DEPTH OF 0.9 M, (3.0 FT) INSIDE A 5-INCH DIAMETER PVC PIPE WITH A
 CW0982'NGS LOGO CAP STAMPED--- CARLSAIR 1987 ---, SET FLUSH WITH THE GROUND.
 CW0982'THE TOP OF THE ROD IS RECESSED 12 CM BELOW THE LOGO CAP.  THE STATION
 CW0982'IS 64.5 M (211.6 FT) WEST OF THE CENTERLINE OF THE HIGHWAY AT MILEPOST
 CW0982'29.9, 31.7 M (104.0 FT) SOUTH FROM THE FLOWLINE OF A SMALL DRAINAGE
 CW0982'DITCH, AND 46.9 M (153.9 FT) NORTHEAST FROM A CHAIN LINK FENCE
 CW0982'NOTE--ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 CW0982'NOTE THIS WAS USED AS A SECONDARY AIRPORT CONTROL STATION (SACS) .
 CW0982
 CW0982                          STATION RECOVERY (1998)
 CW0982
 CW0982'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (WAS)
 CW0982'THE STATION IS LOCATED ABOUT 3 MI (4.8 KM) SOUTH OF CARLSBAD, AT THE
 CW0982'CARLSBAD MUNICIPAL AIRPORT.  OWNERSHIP--CITY OF CARLSBAD, CARLSBAD
 CW0982'MUNICIPAL AIRPORT, MANAGER - JON HAGG, TELEPHONE 505-887-1191, ON SITE
 CW0982'CONTACT - GILBERT GONZALEZ, TELEPHONE 505-887-3060, PO BOX 1569,
 CW0982'CARLSBAD NM 88220.  TO REACH THE STATION FROM THE Y-INTERSECTION OF US
 CW0982'HIGHWAYS 62, 180 AND 285 IN SOUTH CARLSBAD, GO SOUTH ON HIGHWAY 62/180
 CW0982'FOR 3.6 MI (5.8 KM) TO THE ENTRANCE TO THE CARLSBAD MUNICIPAL AIRPORT.
 CW0982'CONTINUE SOUTH ON HIGHWAY 62/180 FOR 0.25 MI (0.40 KM) TO THE STATION
 CW0982'ON THE RIGHT, JUST SOUTH OF A ROADSIDE REST AREA.  THE STATION IS A
 CW0982'PUNCH MARK ON TOP OF A STAINLESS STEEL ROD THAT IS ACCESSED THROUGH AN
 CW0982'ALUMINUM LOGO CAP.  LOCATED 46.7 M (153.2 FT) EAST-NORTHEAST OF A
 CW0982'FENCE AND 64.5 M (211.6 FT) NORTHWEST OF THE CENTERLINE OF THE
 CW0982'HIGHWAY.
 CW0982
 CW0982                          STATION RECOVERY (2004)
 CW0982
 CW0982'RECOVERY NOTE BY US POWER SQUADRON 2004 (CAG)
 CW0982'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0741 ***********************************************************************
 CW0741  DESIGNATION -  CARLSBAD
 CW0741  PID         -  CW0741
 CW0741  STATE/COUNTY-  NM/EDDY
 CW0741  USGS QUAD   -  CARLSBAD EAST (1985)
 CW0741
 CW0741                         *CURRENT SURVEY CONTROL
 CW0741  ___________________________________________________________________
 CW0741* NAD 83(1992)-  32 28 44.56064(N)    104 10 43.07632(W)     ADJUSTED  
 CW0741* NAVD 88     -      1022.7    (meters)    3355.     (feet)  VERTCON   
 CW0741  ___________________________________________________________________
 CW0741  LAPLACE CORR-          -1.85  (seconds)                    DEFLEC99
 CW0741  GEOID HEIGHT-         -24.12  (meters)                     GEOID03
 CW0741
 CW0741  HORZ ORDER  -  FIRST
 CW0741
 CW0741.The horizontal coordinates were established by classical geodetic methods
 CW0741.and adjusted by the National Geodetic Survey in December 1993..
 CW0741
 CW0741.The NAVD 88 height was computed by applying the VERTCON shift value to
 CW0741.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CW0741
 CW0741.The Laplace correction was computed from DEFLEC99 derived deflections.
 CW0741
 CW0741.The geoid height was determined by GEOID03.
 CW0741
 CW0741;                    North         East     Units Scale Factor Converg.
 CW0741;SPC NM E     -   163,995.486   179,540.357   MT  0.99991170   +0 04 59.1
 CW0741;SPC NM E     -   538,041.86    589,041.99   sFT  0.99991170   +0 04 59.1
 CW0741;UTM  13      - 3,593,833.260   577,177.614   MT  0.99967345   +0 26 27.9
 CW0741
 CW0741!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CW0741!SPC NM E     -   0.99984324  x   0.99991170  =   0.99975495
 CW0741!UTM  13      -   0.99984324  x   0.99967345  =   0.99951674
 CW0741
 CW0741|---------------------------------------------------------------------|
 CW0741| PID    Reference Object                     Distance      Geod. Az  |
 CW0741|                                                           dddmmss.s |
 CW0741| CH8534 CARLSBAD RM 1                        19.100 METERS 08557     |
 CW0741| CH8535 CARLSBAD RM 2                        54.470 METERS 18537     |
 CW0741| CW0742 AVALON                              APPROX. 6.4 KM 2734733.4 |
 CW0741|---------------------------------------------------------------------|
 CW0741
 CW0741                          SUPERSEDED SURVEY CONTROL
 CW0741
 CW0741  NAD 83(1986)-  32 28 44.56147(N)    104 10 43.06918(W) AD(       ) 1
 CW0741  NAD 27      -  32 28 44.13400(N)    104 10 41.25700(W) AD(       ) 1
 CW0741  NGVD 29 (07/19/86) 1022.2    (m)         3354.     (f) VERT ANG       
 CW0741
 CW0741.Superseded values are not recommended for survey control.
 CW0741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0741.See file dsdata.txt to determine how the superseded data were derived.
 CW0741
 CW0741_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SER7717893833(NAD 83)
 CW0741_MARKER: DS = TRIANGULATION STATION DISK
 CW0741_SETTING: 66 = SET IN ROCK OUTCROP
 CW0741_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 CW0741_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CW0741+STABILITY: POSITION/ELEVATION WELL
 CW0741
 CW0741  HISTORY     - Date     Condition        Report By
 CW0741  HISTORY     - 1922     MONUMENTED       CGS
 CW0741  HISTORY     - 1943     GOOD             CGS
 CW0741  HISTORY     - 19760427 GOOD             USGS
 CW0741  HISTORY     - 1978     GOOD             USGS
 CW0741  HISTORY     - 19780110 GOOD             USGS
 CW0741
 CW0741                          STATION DESCRIPTION
 CW0741
 CW0741'DESCRIBED BY COAST AND GEODETIC SURVEY 1922 (CMD)
 CW0741'ABOUT 5 MILES NE OF CARLSBAD, AND 1-1/2 MILES NE AND UP
 CW0741'DRAW FROM THE HOUSE OF JOHN SACHOWIAK.  ON THE HIGHEST POINT
 CW0741'OF A GRASSY HILL.
 CW0741'
 CW0741'STATION AND REFERENCE MARKS ARE BRONZE DISKS SET IN ROCK.
 CW0741'
 CW0741'REFERENCE MARK 1 IS 19.10 METERS (62.7 FEET) FROM STATION
 CW0741'N 85 DEG 57 MIN E, AND REFERENCE MARK 2 IS 54.47 METERS
 CW0741'(178.7 FEET) FROM STATION S 05 DEG 37 MIN W.
 CW0741
 CW0741                          STATION RECOVERY (1943)
 CW0741
 CW0741'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (EHB)
 CW0741'STATION IS LOCATED ON A GRASSY HILL ABOUT 5 MILES NE OF CARLSBAD.
 CW0741'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 CW0741'
 CW0741'STATION MARK IS A BRONZE STATION DISK, STAMPED CARLSBAD 1922
 CW0741'AND CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK.
 CW0741'
 CW0741'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK, STAMPED CARLSBAD
 CW0741'NO 1 1922 AND CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK,
 CW0741'E OF THE STATION.
 CW0741'
 CW0741'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK, STAMPED CARLSBAD
 CW0741'NO 2 1922 AND CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK,
 CW0741'S OF THE STATION.
 CW0741'
 CW0741'TO REACH FROM THE COURTHOUSE IN CARLSBAD, GO N ON U.S.
 CW0741'HIGHWAY 285 FOR 0.85 MILE.  KEEP STRAIGHT AHEAD WHERE HIGHWAY
 CW0741'CURVES LEFT, AND FOLLOW THE HARD-SURFACED ROAD, CROSSING
 CW0741'THE PECOS RIVER, 2.1 MILES TO END OF PAVEMENT, THENCE TAKE
 CW0741'RIGHT ON A BLADED ROAD 0.15 MILE TO RAILROAD, TAKE LEFT FORK
 CW0741'AND PROCEED 0.4 MILE TO A CATTLE GUARD.  TAKE RIGHT FORK
 CW0741'HERE FOR 0.15 MILE TO WHERE FIVE TRACK ROADS LEAD OFF IN
 CW0741'DIFFERENT DIRECTIONS.  HERE TAKE RIGHT FORK, MAIN TRACK ROAD,
 CW0741'0.05 MILE TO FORKS, THEN TAKE RIGHT FORK 2.5 MILES.  AGAIN
 CW0741'TAKE RIGHT FORK, TRACK ROAD, 0.05 MILE TO STATION ON LEFT.
 CW0741
 CW0741                          STATION RECOVERY (1976)
 CW0741
 CW0741'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976 (RAS)
 CW0741'RECOVERED IN GOOD CONDITION.
 CW0741
 CW0741                          STATION RECOVERY (1978)
 CW0741
 CW0741'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 CW0741'DESCRIPTION AND POSITION LISTED IN NGS QUAD 32104-2, STATION 1002.
 CW0741'
 CW0741'RECOVERED BY USGS IN 1934 AND 1942.
 CW0741'
 CW0741'RECOVERED BY USGS IN 1978 AND REDESCRIBED AS FOLLOWS
 CW0741'
 CW0741'TO REACH THE STATION FROM THE COURTHOUSE IN CARLSBAD, NEW MEXICO, GO
 CW0741'N. ON CANAL ST. FOR 1.2 MI. TO BRIDGE OVER PECOS RIVER.  CONTINUE ON
 CW0741'N. ON CANAL ST. FOR 2.7 MI. TO PAVED RD. FORK.  TAKE RIGHT FORK FOR
 CW0741'0.9 MI. TO RD. FORK.  TAKE RIGHT FORK ENE. FOR 2.0 MI. TO AVALON
 CW0741'GASOLINE PLANT, CONTINUE ON FOR 0.2 MI. TO RD. FORK.  TAKE RIGHT FORK
 CW0741'SE. FOR 1.3 MI. TO RD. FORK ON TOP OF RIDGE.  TAKE RIGHT FORK AND
 CW0741'FOLLOW TRACK RD. SW. FOR 0.1 MI. TO STATION SITE.  STATION IS ABOUT
 CW0741'50 YDS. NNE. OF Y-RD. AND 25 FT. SE. OF TRACK RD.
 CW0741'
 CW0741'STATION MARK--STANDARD USC AND GS DISK SET IN DRILL HOLE IN
 CW0741'OUTCROPPING BEDROCK, STAMPED---CARLSBAD 1922---.
 CW0741
 CW0741                          STATION RECOVERY (1978)
 CW0741
 CW0741'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978 (JTD)
 CW0741'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0761 ***********************************************************************
 CW0761  DESIGNATION -  CARLSBAD CAVERNS FLAGPOLE
 CW0761  PID         -  CW0761
 CW0761  STATE/COUNTY-  NM/EDDY
 CW0761  USGS QUAD   -  CARLSBAD CAVERNS (1979)
 CW0761
 CW0761                         *CURRENT SURVEY CONTROL
 CW0761  ___________________________________________________________________
 CW0761* NAD 83(1992)-  32 10 31.81904(N)    104 26 38.86139(W)     ADJUSTED  
 CW0761* NAVD 88     -                                                        
 CW0761  ___________________________________________________________________
 CW0761  LAPLACE CORR-          -7.99  (seconds)                    DEFLEC99
 CW0761  GEOID HEIGHT-         -23.97  (meters)                     GEOID03
 CW0761
 CW0761  HORZ ORDER  -  THIRD
 CW0761
 CW0761.The horizontal coordinates were established by classical geodetic methods
 CW0761.and adjusted by the National Geodetic Survey in December 1993..
 CW0761
 CW0761
 CW0761.The Laplace correction was computed from DEFLEC99 derived deflections.
 CW0761
 CW0761.The geoid height was determined by GEOID03.
 CW0761
 CW0761;                    North         East     Units Scale Factor Converg.
 CW0761;SPC NM E     -   130,333.133   154,551.587   MT  0.99991044   -0 03 32.4
 CW0761;SPC NM E     -   427,601.29    507,058.00   sFT  0.99991044   -0 03 32.4
 CW0761;UTM  13      - 3,560,024.774   552,405.165   MT  0.99963387   +0 17 45.7
 CW0761
 CW0761                          SUPERSEDED SURVEY CONTROL
 CW0761
 CW0761  NAD 83(1986)-  32 10 31.81906(N)    104 26 38.85623(W) AD(       ) 4
 CW0761  NAD 27      -  32 10 31.40000(N)    104 26 37.03000(W) AD(       ) 3
 CW0761
 CW0761.Superseded values are not recommended for survey control.
 CW0761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0761.See file dsdata.txt to determine how the superseded data were derived.
 CW0761
 CW0761_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SER5240560025(NAD 83)
 CW0761_MARKER: 62 = FLAGPOLE
 CW0761_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CW0761+SATELLITE: SATELLITE OBSERVATIONS - September 10, 1991
 CW0761
 CW0761  HISTORY     - Date     Condition        Report By
 CW0761  HISTORY     - 1943     FIRST OBSERVED   CGS
 CW0761  HISTORY     - 1985     GOOD             USPSQD
 CW0761  HISTORY     - 19910910 GOOD             INDIV
 CW0761
 CW0761                          STATION DESCRIPTION
 CW0761
 CW0761'DESCRIBED BY US POWER SQUADRON 1985 (EJS)
 CW0761'STATION FOUND GOOD.
 CW0761'
 CW0761'DISTANCE AND DIRECTION FROM NEAREST TOWN--19.7 SW FROM CARLSBAD.
 CW0761
 CW0761                          STATION RECOVERY (1991)
 CW0761
 CW0761'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 1991 (TAR)
 CW0761'THE FLAGPOLE LOCATION OF THE ORIGINAL DESCRIPTION ON THE ELEVATOR
 CW0761'BLDG. WAS REPLACED BY A NEW BLDG ABOUT 1956. NEW VALUES ARE
 CW0761'UTM(Z13)(1991) N 3559967.50, E 552435.13
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0533 ***********************************************************************
 CX0533  DESIGNATION -  CARMEN
 CX0533  PID         -  CX0533
 CX0533  STATE/COUNTY-  NM/DONA ANA
 CX0533  USGS QUAD   -  WHITE SANDS (1955)
 CX0533
 CX0533                         *CURRENT SURVEY CONTROL
 CX0533  ___________________________________________________________________
 CX0533* NAD 83(1986)-  32 29 58.     (N)    106 25 38.     (W)     SCALED    
 CX0533* NAVD 88     -      1243.908  (meters)    4081.05   (feet)  ADJUSTED  
 CX0533  ___________________________________________________________________
 CX0533  GEOID HEIGHT-         -23.47  (meters)                     GEOID03
 CX0533  DYNAMIC HT  -        1242.061 (meters)    4075.00  (feet)  COMP
 CX0533  MODELED GRAV-     979,111.1   (mgal)                       NAVD 88
 CX0533
 CX0533  VERT ORDER  -  SECOND    CLASS 0
 CX0533
 CX0533.The horizontal coordinates were scaled from a topographic map and have
 CX0533.an estimated accuracy of +/- 6 seconds.
 CX0533
 CX0533.The orthometric height was determined by differential leveling
 CX0533.and adjusted by the National Geodetic Survey in June 1991..
 CX0533
 CX0533.The geoid height was determined by GEOID03.
 CX0533
 CX0533.The dynamic height is computed by dividing the NAVD 88
 CX0533.geopotential number by the normal gravity value computed on the
 CX0533.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0533.degrees latitude (g = 980.6199 gals.).
 CX0533
 CX0533.The modeled gravity was interpolated from observed gravity values.
 CX0533
 CX0533;                    North         East    Units  Estimated Accuracy
 CX0533;SPC NM C     -   166,260.      483,350.      MT  (+/- 180 meters Scaled)
 CX0533
 CX0533                          SUPERSEDED SURVEY CONTROL
 CX0533
 CX0533  NGVD 29 (??/??/92) 1243.319  (m)         4079.12   (f) ADJ UNCH    2 0
 CX0533
 CX0533.Superseded values are not recommended for survey control.
 CX0533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0533.See file dsdata.txt to determine how the superseded data were derived.
 CX0533
 CX0533_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR659966(NAD 83)
 CX0533_MARKER: DS = TRIANGULATION STATION DISK
 CX0533_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CX0533_SP_SET: MONUMENT
 CX0533_STAMPING: CARMEN 1964
 CX0533_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX0533
 CX0533  HISTORY     - Date     Condition        Report By
 CX0533  HISTORY     - 1964     MONUMENTED       CGS
 CX0533  HISTORY     - 1968     GOOD             NGS
 CX0533
 CX0533                          STATION DESCRIPTION
 CX0533
 CX0533'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CX0533'8.9 MI NNE FROM WSMR HEADQUARTERS.
 CX0533'4.2 MILES NORTH ALONG MAIN ACCESS ROAD FROM WHITE SANDS MISSILE RANGE
 CX0533'HEADQUARTERS BUILDING.  THENCE 4.6 MILES NORTHEAST ALONG U.S. HIGHWAY
 CX0533'70.  THENCE 2.5 MILES WEST AND NORTH ALONG WSMR ROUTE 7.  THENCE 0.3
 CX0533'MILE EAST ALONG A GRAVELED ROAD TO AN EARTHEN MOUND.  IT IS 39 FEET
 CX0533'NORTH OF THE SOUTHEAST CORNER OF THE MOUND, 10 FEET WEST OF THE EAST
 CX0533'EDGE OF THE MOUND, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE
 CX0533'MONUMENT THAT PROJECTS 0.2 FOOT ABOVE THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1654 ***********************************************************************
 CX1654  DESIGNATION -  CARMEN
 CX1654  PID         -  CX1654
 CX1654  STATE/COUNTY-  NM/DONA ANA
 CX1654  USGS QUAD   -  WHITE SANDS (1955)
 CX1654
 CX1654                         *CURRENT SURVEY CONTROL
 CX1654  ___________________________________________________________________
 CX1654* NAD 83(1992)-  32 29 51.53603(N)    106 26 01.63212(W)     ADJUSTED  
 CX1654* NAVD 88     -      1243.91   (+/-2cm)    4081.1    (feet)  VERTCON   
 CX1654  ___________________________________________________________________
 CX1654  LAPLACE CORR-          -5.59  (seconds)                    DEFLEC99
 CX1654  GEOID HEIGHT-         -23.46  (meters)                     GEOID03
 CX1654
 CX1654  HORZ ORDER  -  FIRST
 CX1654  VERT ORDER  -  THIRD ? (See Below)
 CX1654
 CX1654.The horizontal coordinates were established by classical geodetic methods
 CX1654.and adjusted by the National Geodetic Survey in December 1993..
 CX1654
 CX1654.The NAVD 88 height was computed by applying the VERTCON shift value to
 CX1654.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CX1654.The vertical order pertains to the NGVD 29 superseded value.
 CX1654
 CX1654.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1654
 CX1654.The geoid height was determined by GEOID03.
 CX1654
 CX1654;                    North         East     Units Scale Factor Converg.
 CX1654;SPC NM C     -   166,061.258   482,729.587   MT  0.99990368   -0 05 55.5
 CX1654;SPC NM C     -   544,819.31  1,583,755.32   sFT  0.99990368   -0 05 55.5
 CX1654;UTM  13      - 3,596,504.094   365,301.774   MT  0.99982373   -0 46 13.6
 CX1654
 CX1654!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1654!SPC NM C     -   0.99980841  x   0.99990368  =   0.99971211
 CX1654!UTM  13      -   0.99980841  x   0.99982373  =   0.99963218
 CX1654
 CX1654|---------------------------------------------------------------------|
 CX1654| PID    Reference Object                     Distance      Geod. Az  |
 CX1654|                                                           dddmmss.s |
 CX1654| CX0535 CARMEN RM 1                           8.793 METERS 01028     |
 CX1654| CX0457 MILLIE                              APPROX. 3.6 KM 1120602.7 |
 CX1654| CX0534 CARMEN RM 2                          18.863 METERS 27834     |
 CX1654|---------------------------------------------------------------------|
 CX1654
 CX1654                          SUPERSEDED SURVEY CONTROL
 CX1654
 CX1654  NAD 83(1986)-  32 29 51.54183(N)    106 26 01.63184(W) AD(       ) 1
 CX1654  NAD 27      -  32 29 51.21855(N)    106 25 59.65340(W) AD(       ) 1
 CX1654  NGVD 29 (07/19/86) 1243.32   (m)         4079.1    (f) LEVELING    3  
 CX1654
 CX1654.Superseded values are not recommended for survey control.
 CX1654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1654.See file dsdata.txt to determine how the superseded data were derived.
 CX1654
 CX1654_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR6530296504(NAD 83)
 CX1654_MARKER: DS = TRIANGULATION STATION DISK
 CX1654_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX1654
 CX1654  HISTORY     - Date     Condition        Report By
 CX1654  HISTORY     - 1968     MONUMENTED       CGS
 CX1654
 CX1654                          STATION DESCRIPTION
 CX1654
 CX1654'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JCC)
 CX1654'THE STATION IS LOCATED ABOUT 20 MILES NORTHWEST OF THE BLOCKHOUSE AT
 CX1654'SMALL MISSILE RANGE, ABOUT 2.4 MILES WEST OF U. S. HIGHWAY 70 AND
 CX1654'ABOUT 0.3 MILE WEST OF WSMR ROUTE NO. 7 ON A LOW MOUND WITH A WHITE
 CX1654'ASTRODOME.
 CX1654'
 CX1654'TO REACH THE STATION FROM WHITE SANDS MISSILE RANGE HEADQUARTERS GO
 CX1654'NORTH ON PAVED ACCESS ROAD 4.1 MILES TO AN UNDERPASS AND U. S.
 CX1654'HIGHWAY 70.  TURN RIGHT AND GO EAST AND NORTHEAST ON U. S. HIGHWAY
 CX1654'70 4.4 MILES TO A PAVED ROAD LEFT, WSMR ROUTE NO. 7.  TURN LEFT
 CX1654'AND GO WEST AND NORTH ON WSMR ROUTE NO. 7 2.4 MILES TO A GRAVELED
 CX1654'ROAD LEFT.  TURN LEFT ON GRAVELED ROAD AND GO WEST 0.3 MILE TO
 CX1654'THE ASTRODOME AND STATION.
 CX1654'
 CX1654'STATION MARK, A STANDARD DISK STAMPED CARMEN 1964, IS SET IN THE TOP
 CX1654'OF A 10 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS ABOUT 2 INCHES
 CX1654'ABOVE THE GROUND.  IT IS 18 FEET SOUTHEAST OF THE SOUTHWEST
 CX1654'ASTRODOME SUPPORT, 16 FEET SOUTHEAST OF THE CAMERA PEDESTAL AND 8
 CX1654'FEET SOUTH OF THE SOUTHEAST CORNER OF A CONCRETE PAD.
 CX1654'
 CX1654'R. M. NO. 1, A STANDARD DISK STAMPED CARMEN NO 1 1964, IS CEMENTED IN
 CX1654'A DRILL HOLE IN THE NORTHEAST CORNER OF A CONCRETE PAD.  IT IS 15
 CX1654'FEET EAST OF THE NORTHEAST CORNER OF THE CONCRETE PAD, 12 FEET
 CX1654'NORTHEAST OF THE CAMERA PEDESTAL, 1 FOOT SOUTHWEST OF THE NORTHEAST
 CX1654'CORNER OF THE PAD AND ABOUT THE SAME ELEVATION AS THE STATION.
 CX1654'
 CX1654'R. M. NO. 2, A STANDARD DISK STAMPED CARMEN NO 2 1964 IS SET IN THE
 CX1654'TOP OF A 10 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 4 INCHES
 CX1654'ABOVE THE GROUND.  IT IS 57 FEET WEST SOUTHWEST OF THE NORTHWEST
 CX1654'CORNER OF A CONCRETE PAD, 55 FEET WEST SOUTHWEST OF THE CAMERA
 CX1654'PEDESTAL, 48 FEET WEST OF THE SOUTHWEST CORNER OF A PAD AND ABOUT THE
 CX1654'SAME ELEVATION AS THE STATION.
 CX1654'
 CX1654'HEIGHT OF LIGHT ABOVE STATION MARK 8.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0535 ***********************************************************************
 CX0535  DESIGNATION -  CARMEN RM 1
 CX0535  PID         -  CX0535
 CX0535  STATE/COUNTY-  NM/DONA ANA
 CX0535  USGS QUAD   -  WHITE SANDS (1955)
 CX0535
 CX0535                         *CURRENT SURVEY CONTROL
 CX0535  ___________________________________________________________________
 CX0535* NAD 83(1986)-  32 29 58.     (N)    106 25 37.     (W)     SCALED    
 CX0535* NAVD 88     -      1243.829  (meters)    4080.80   (feet)  ADJUSTED  
 CX0535  ___________________________________________________________________
 CX0535  GEOID HEIGHT-         -23.48  (meters)                     GEOID03
 CX0535  DYNAMIC HT  -        1241.982 (meters)    4074.74  (feet)  COMP
 CX0535  MODELED GRAV-     979,111.1   (mgal)                       NAVD 88
 CX0535
 CX0535  VERT ORDER  -  SECOND    CLASS 0
 CX0535
 CX0535.The horizontal coordinates were scaled from a topographic map and have
 CX0535.an estimated accuracy of +/- 6 seconds.
 CX0535
 CX0535.The orthometric height was determined by differential leveling
 CX0535.and adjusted by the National Geodetic Survey in June 1991..
 CX0535
 CX0535.The geoid height was determined by GEOID03.
 CX0535
 CX0535.The dynamic height is computed by dividing the NAVD 88
 CX0535.geopotential number by the normal gravity value computed on the
 CX0535.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0535.degrees latitude (g = 980.6199 gals.).
 CX0535
 CX0535.The modeled gravity was interpolated from observed gravity values.
 CX0535
 CX0535;                    North         East    Units  Estimated Accuracy
 CX0535;SPC NM C     -   166,260.      483,370.      MT  (+/- 180 meters Scaled)
 CX0535
 CX0535                          SUPERSEDED SURVEY CONTROL
 CX0535
 CX0535  NGVD 29 (??/??/92) 1243.240  (m)         4078.86   (f) ADJ UNCH    2 0
 CX0535
 CX0535.Superseded values are not recommended for survey control.
 CX0535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0535.See file dsdata.txt to determine how the superseded data were derived.
 CX0535
 CX0535_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR659966(NAD 83)
 CX0535_MARKER: DR = REFERENCE MARK DISK
 CX0535_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CX0535_SP_SET: DRILL HOLE
 CX0535_STAMPING: CARMEN NO 1 1964
 CX0535_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX0535
 CX0535  HISTORY     - Date     Condition        Report By
 CX0535  HISTORY     - 1964     MONUMENTED       CGS
 CX0535  HISTORY     - 1968     GOOD             NGS
 CX0535
 CX0535                          STATION DESCRIPTION
 CX0535
 CX0535'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CX0535'8.9 MI NNE FROM WSMR HEADQUARTERS.
 CX0535'4.2 MILES NORTH ALONG MAIN ACCESS ROAD FROM WHITE SANDS MISSILE RANGE
 CX0535'HEADQUARTERS BUILDING.  THENCE 4.6 MILES NORTHEAST ALONG U.S. HIGHWAY
 CX0535'70.  THENCE 2.5 MILES WEST AND NORTH ALONG WSMR ROUTE 7.  THENCE WEST
 CX0535'0.3 MILE ALONG A GRAVELED ROAD TO AN EARTHEN MOUND.  IT IS SET FLUSH
 CX0535'IN A DRILLHOLE IN THE NORTHEAST CORNER OF A 15X20 FOOT CONCRETE PAD, 1
 CX0535'FOOT WEST OF THE EAST EDGE OF THE PAD, 1 FOOT SOUTH OF THE NORTH EDGE
 CX0535'OF THE PAD AND ABOUT THE SAME ELEVATION AS THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0534 ***********************************************************************
 CX0534  DESIGNATION -  CARMEN RM 2
 CX0534  PID         -  CX0534
 CX0534  STATE/COUNTY-  NM/DONA ANA
 CX0534  USGS QUAD   -  WHITE SANDS (1955)
 CX0534
 CX0534                         *CURRENT SURVEY CONTROL
 CX0534  ___________________________________________________________________
 CX0534* NAD 83(1986)-  32 29 59.     (N)    106 25 39.     (W)     SCALED    
 CX0534* NAVD 88     -      1244.114  (meters)    4081.73   (feet)  ADJUSTED  
 CX0534  ___________________________________________________________________
 CX0534  GEOID HEIGHT-         -23.47  (meters)                     GEOID03
 CX0534  DYNAMIC HT  -        1242.267 (meters)    4075.67  (feet)  COMP
 CX0534  MODELED GRAV-     979,111.1   (mgal)                       NAVD 88
 CX0534
 CX0534  VERT ORDER  -  SECOND    CLASS 0
 CX0534
 CX0534.The horizontal coordinates were scaled from a topographic map and have
 CX0534.an estimated accuracy of +/- 6 seconds.
 CX0534
 CX0534.The orthometric height was determined by differential leveling
 CX0534.and adjusted by the National Geodetic Survey in June 1991..
 CX0534
 CX0534.The geoid height was determined by GEOID03.
 CX0534
 CX0534.The dynamic height is computed by dividing the NAVD 88
 CX0534.geopotential number by the normal gravity value computed on the
 CX0534.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0534.degrees latitude (g = 980.6199 gals.).
 CX0534
 CX0534.The modeled gravity was interpolated from observed gravity values.
 CX0534
 CX0534;                    North         East    Units  Estimated Accuracy
 CX0534;SPC NM C     -   166,290.      483,320.      MT  (+/- 180 meters Scaled)
 CX0534
 CX0534                          SUPERSEDED SURVEY CONTROL
 CX0534
 CX0534  NGVD 29 (??/??/92) 1243.525  (m)         4079.80   (f) ADJ UNCH    2 0
 CX0534
 CX0534.Superseded values are not recommended for survey control.
 CX0534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0534.See file dsdata.txt to determine how the superseded data were derived.
 CX0534
 CX0534_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR658967(NAD 83)
 CX0534_MARKER: DR = REFERENCE MARK DISK
 CX0534_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CX0534_SP_SET: MONUMENT
 CX0534_STAMPING: CARMEN NO 2 1964
 CX0534_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX0534
 CX0534  HISTORY     - Date     Condition        Report By
 CX0534  HISTORY     - 1964     MONUMENTED       CGS
 CX0534  HISTORY     - 1968     GOOD             NGS
 CX0534
 CX0534                          STATION DESCRIPTION
 CX0534
 CX0534'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CX0534'8.9 MI NNE FROM WSMR HEADQUARTERS.
 CX0534'4.2 MILES NORTH ALONG MAIN ACCESS ROAD FROM WHITE SANDS MISSILE RANGE
 CX0534'HEADQUARTERS BUILDING.  THENCE 4.6 MILES NORTHEAST ALONG U.S. HIGHWAY
 CX0534'70.  THENCE 2.5 MILES WEST AND NORTH ALONG WSMR ROUTE 7.  THENCE 0.3
 CX0534'MILE WEST ALONG A GRAVELED ROAD TO AN EARTHEN MOUND.  IT IS 34 FEET
 CX0534'NORTH OF THE SOUTH EDGE OF THE MOUND, 3 FEET EAST OF THE WEST EDGE OF
 CX0534'THE MOUND, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT
 CX0534'PROJECTS ABOUT 0.6 FOOT ABOVE THE SURFACE OF THE GROUND AND IS ABOUT
 CX0534'THE SAME ELEVATION AS THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM1038 ***********************************************************************
 FM1038  DESIGNATION -  CARPENTER
 FM1038  PID         -  FM1038
 FM1038  STATE/COUNTY-  NM/SAN MIGUEL
 FM1038  USGS QUAD   -  TRINCHERA CREEK (1967)
 FM1038
 FM1038                         *CURRENT SURVEY CONTROL
 FM1038  ___________________________________________________________________
 FM1038* NAD 83(1992)-  35 20 19.71422(N)    103 51 28.34222(W)     ADJUSTED  
 FM1038* NAVD 88     -      1433.4    (meters)    4703.     (feet)  VERTCON   
 FM1038  ___________________________________________________________________
 FM1038  LAPLACE CORR-          -3.42  (seconds)                    DEFLEC99
 FM1038  GEOID HEIGHT-         -22.76  (meters)                     GEOID03
 FM1038
 FM1038  HORZ ORDER  -  SECOND
 FM1038
 FM1038.The horizontal coordinates were established by classical geodetic methods
 FM1038.and adjusted by the National Geodetic Survey in December 1993..
 FM1038
 FM1038.The NAVD 88 height was computed by applying the VERTCON shift value to
 FM1038.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FM1038
 FM1038.The Laplace correction was computed from DEFLEC99 derived deflections.
 FM1038
 FM1038.The geoid height was determined by GEOID03.
 FM1038
 FM1038;                    North         East     Units Scale Factor Converg.
 FM1038;SPC NM E     -   481,267.333   208,220.487   MT  0.99993210   +0 16 30.1
 FM1038;SPC NM E     - 1,578,957.91    683,136.71   sFT  0.99993210   +0 16 30.1
 FM1038;UTM  13      - 3,911,215.207   603,791.873   MT  0.99973276   +0 39 38.4
 FM1038
 FM1038!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FM1038!SPC NM E     -   0.99977863  x   0.99993210  =   0.99971075
 FM1038!UTM  13      -   0.99977863  x   0.99973276  =   0.99951145
 FM1038
 FM1038|---------------------------------------------------------------------|
 FM1038| PID    Reference Object                     Distance      Geod. Az  |
 FM1038|                                                           dddmmss.s |
 FM1038| CJ6823 CARPENTER RM 1                        7.641 METERS 04410     |
 FM1038| CJ6824 CARPENTER RM 2                        9.139 METERS 27249     |
 FM1038| CJ6822 CARPENTER AZ MK                                    2994838.6 |
 FM1038|---------------------------------------------------------------------|
 FM1038
 FM1038                          SUPERSEDED SURVEY CONTROL
 FM1038
 FM1038  NAD 83(1986)-  35 20 19.72400(N)    103 51 28.33567(W) AD(       ) 2
 FM1038  NAD 27      -  35 20 19.53890(N)    103 51 26.44100(W) AD(       ) 2
 FM1038  NGVD 29 (07/19/86) 1432.8    (m)         4701.     (f) VERT ANG       
 FM1038
 FM1038.Superseded values are not recommended for survey control.
 FM1038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM1038.See file dsdata.txt to determine how the superseded data were derived.
 FM1038
 FM1038_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFV0379211215(NAD 83)
 FM1038_MARKER: DS = TRIANGULATION STATION DISK
 FM1038_SETTING: 66 = SET IN ROCK OUTCROP
 FM1038
 FM1038  HISTORY     - Date     Condition        Report By
 FM1038  HISTORY     - 1960     MONUMENTED       CGS
 FM1038
 FM1038                          STATION DESCRIPTION
 FM1038
 FM1038'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (HWK)
 FM1038'THE STATION IS APPROXIMATELY 14 MILES NORTHWEST OF TUCUMCARI,
 FM1038'19 MILES EAST OF THE CONCHAS DAM AND 4-1/2 MILES NORTHEAST OF
 FM1038'STATE HIGHWAY 104, AT THE SOUTHEAST END OF CARPENTER MESA, ON
 FM1038'PROPERTY OWNED BY MR. RALPH BOND.
 FM1038'
 FM1038'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 54
 FM1038'AND STATE HIGHWAYS 104 AND 18 IN TUCUMCARI, GO NORTH, OVER
 FM1038'VIADUCT, ON HIGHWAY 104 FOR 8.1 MILES TO A BRIDGE OVER A
 FM1038'CANAL.  CONTINUE ON HIGHWAY 104 FOR 0.05 MILE TO A DIRT ROAD
 FM1038'ON THE RIGHT.  TURN RIGHT, CROSS A CATTLE GUARD, THEN TAKE THE
 FM1038'LEFT FORK AND GO 4 MILES TO A TRACK ROAD ON THE RIGHT, 0.35
 FM1038'MILE BEFORE REACHING THE HOME OF MR. BOND.  TURN RIGHT ON THE
 FM1038'TRACK ROAD FOR 0.35 MILE TO A DEEP WASH.  CROSS AND CONTINUE
 FM1038'ON THE TRACK ROAD FOR 0.85 MILE TO A GATE.  PASS THROUGH THE
 FM1038'GATE, THEN BEAR RIGHT FOR 1 MILE TO A FORK.  BEAR LEFT,
 FM1038'DOWNHILL, FOR 0.5 MILE TO THE CANADIAN RIVER.  CROSS THE RIVER
 FM1038'AND CONTINUE ON THE MAIN TRACK ROAD 0.85 MILE TO A
 FM1038'FORK.  BEAR LEFT AND GO 1.1 MILES TO A GATE.  PASS
 FM1038'THROUGH THE GATE AND CONTINUE ON THE TRACK ROAD 1.3 MILES
 FM1038'TO A DEEP CREEK BED.  TURN LEFT IN CREEK BED FOR ABOUT
 FM1038'200 FEET, THEN TURN RIGHT, UP BANK, AND CONTINUE ON THE
 FM1038'TRACK ROAD FOR 1.25 MILES TO A REVERSE Y.  BEAR LEFT ON
 FM1038'THE MAIN TRACK ROAD FOR 0.65 MILE TO A FORK.  CONTINUE
 FM1038'AHEAD, UPHILL FOR 1.1 MILES TO THE TOP OF A RIDGE.
 FM1038'CONTINUE ON THE TRACK ROAD, DOWNHILL AND AROUND THE POINT OF
 FM1038'THE HILL FOR 0.7 MILE TO A FENCE CORNER ON THE RIGHT AT THE
 FM1038'HEAD OF A CANYON.  CONTINUE WESTERLY ON THE TRACK ROAD FOR 1
 FM1038'MILE TO A WINDMILL ON THE RIGHT.  CONTINUE AHEAD FOR 1.1
 FM1038'MILES TO THE TOP OF THE MESA AND A FENCE ON THE RIGHT.
 FM1038'BEAR LEFT ON THE TRACK ROAD AND GO SOUTH, ALONG THE EAST SIDE
 FM1038'OF THE FENCE 1.35 MILES TO A FENCE CORNER ON THE RIGHT.
 FM1038'CONTINUE SOUTH ON THE TRACK ROAD 0.45 MILE TO A TRACK ROAD
 FM1038'AND A WINDMILL ON THE LEFT AND A WIRE GATE ON THE RIGHT.
 FM1038'CONTINUE SOUTHERLY ON THE TRACK ROAD FOR 0.2 MILE TO THE TOP
 FM1038'OF RIDGE.  TURN LEFT, LEAVING THE TRACK ROAD AND GO
 FM1038'NORTHEAST ACROSS COUNTRY 0.3 MILE.  BEAR RIGHT AND GO EAST
 FM1038'ACROSS COUNTRY 0.65 MILE.  BEAR RIGHT AND GO SOUTHERLY 0.25
 FM1038'MILE TO THE SOUTH END OF MESA AND THE STATION.
 FM1038'
 FM1038'STATION MARK, A STANDARD DISK STAMPED CARPENTER 1960, IS
 FM1038'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK.  IT IS 16
 FM1038'FEET NORTH OF THE SOUTH SLOPE OF THE MESA AND 8.6 FEET
 FM1038'NORTHEAST OF A METAL WITNESS POST.
 FM1038'
 FM1038'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED CARPENTER NO
 FM1038'1 1960, IS CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK.
 FM1038'IT IS 5 FEET NORTH OF THE SOUTH SLOPE OF THE MESA.
 FM1038'
 FM1038'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED CARPENTER NO 2
 FM1038'1960, IS CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK.  IT
 FM1038'IS 31 FEET NORTH OF THE SOUTH SLOPE OF THE MESA.  AND 5 FEET
 FM1038'WEST OF A CEDAR TREE.
 FM1038'
 FM1038'AZIMUTH MARK, A STANDARD DISK STAMPED CARPENTER 1960, IS
 FM1038'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK.  IT IS 14
 FM1038'FEET SOUTHEAST OF A METAL WITNESS POST.
 FM1038'
 FM1038'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ACROSS
 FM1038'COUNTRY FOR 0.4 MILE TO THE AZIMUTH MARK ON THE LEFT AT THE
 FM1038'HEAD OF WASH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1879 ***********************************************************************
 CX1879  DESIGNATION -  CARR
 CX1879  PID         -  CX1879
 CX1879  STATE/COUNTY-  NM/LUNA
 CX1879  USGS QUAD   -  FLORIDA GAP (1964)
 CX1879
 CX1879                         *CURRENT SURVEY CONTROL
 CX1879  ___________________________________________________________________
 CX1879* NAD 83(1992)-  32 14 35.83378(N)    107 37 18.71978(W)     ADJUSTED  
 CX1879* NAVD 88     -      1296.8    (meters)    4255.     (feet)  VERTCON   
 CX1879  ___________________________________________________________________
 CX1879  LAPLACE CORR-           1.29  (seconds)                    DEFLEC99
 CX1879  GEOID HEIGHT-         -24.48  (meters)                     GEOID03
 CX1879
 CX1879  HORZ ORDER  -  FIRST
 CX1879
 CX1879.The horizontal coordinates were established by classical geodetic methods
 CX1879.and adjusted by the National Geodetic Survey in December 1993..
 CX1879
 CX1879.The NAVD 88 height was computed by applying the VERTCON shift value to
 CX1879.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CX1879
 CX1879.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1879
 CX1879.The geoid height was determined by GEOID03.
 CX1879
 CX1879;                    North         East     Units Scale Factor Converg.
 CX1879;SPC NM W     -   137,864.098   849,927.571   MT  0.99992156   +0 06 46.2
 CX1879;SPC NM W     -   452,309.13  2,788,470.71   sFT  0.99992156   +0 06 46.2
 CX1879;UTM  13      - 3,570,419.525   252,969.420   MT  1.00035261   -1 23 58.3
 CX1879
 CX1879!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1879!SPC NM W     -   0.99980027  x   0.99992156  =   0.99972184
 CX1879!UTM  13      -   0.99980027  x   1.00035261  =   1.00015281
 CX1879
 CX1879:                Primary Azimuth Mark                     Grid Az
 CX1879:SPC NM W     -  DEMING VORTAC DMN                        023 10 53.4
 CX1879:UTM  13      -  DEMING VORTAC DMN                        024 41 37.9
 CX1879
 CX1879|---------------------------------------------------------------------|
 CX1879| PID    Reference Object                     Distance      Geod. Az  |
 CX1879|                                                           dddmmss.s |
 CX1879| CX1864 DEMING VORTAC DMN                   APPROX. 3.9 KM 0231739.6 |
 CX1879| CC7100 CARR RM 1                            10.086 METERS 11136     |
 CX1879| CC7101 CARR RM 2                            10.568 METERS 26047     |
 CX1879| CX1888 DEMING EL PASO VALLEY TANK          APPROX. 9.9 KM 2741840.0 |
 CX1879| CC7102 CARR RM 3                                          2774133.5 |
 CX1879|---------------------------------------------------------------------|
 CX1879
 CX1879                          SUPERSEDED SURVEY CONTROL
 CX1879
 CX1879  NAD 83(1986)-  32 14 35.83476(N)    107 37 18.71888(W) AD(       ) 1
 CX1879  NAD 27      -  32 14 35.51849(N)    107 37 16.62443(W) AD(       ) 1
 CX1879  NGVD 29 (07/19/86) 1296.2    (m)         4253.     (f) VERT ANG       
 CX1879
 CX1879.Superseded values are not recommended for survey control.
 CX1879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1879.See file dsdata.txt to determine how the superseded data were derived.
 CX1879
 CX1879_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBR5296970420(NAD 83)
 CX1879_MARKER: DS = TRIANGULATION STATION DISK
 CX1879_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX1879_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CX1879
 CX1879  HISTORY     - Date     Condition        Report By
 CX1879  HISTORY     - 1975     MONUMENTED       NGS
 CX1879
 CX1879                          STATION DESCRIPTION
 CX1879
 CX1879'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (JRS)
 CX1879'THE STATION IS LOCATED ABOUT 8-1/4 MILES EAST-SOUTHEAST
 CX1879'OF DEMING, 3 MILES SOUTH OF INTERSTATE HIGHWAY 10, 50
 CX1879'YARDS NORTH OF STATE HIGHWAY 549 AND ON PROPERTY OWNED BY
 CX1879'MR. W.T. CARR WHO LIVES 3/4 MILE WEST OF THE STATION ON THE
 CX1879'SOUTH SIDE OF THE HIGHWAY.
 CX1879'
 CX1879'TO REACH THE STATION FROM THE POST OFFICE IN DEMING,
 CX1879'GO NORTH ON COPPER STREET FOR 1 BLOCK TO U.S. HIGHWAYS 70
 CX1879'AND 80.  TURN RIGHT AND GO EAST ON THE HIGHWAYS FOR 2.65 MILES TO A
 CX1879'FORK AND THE JUNCTION OF STATE HIGHWAY 549.  TAKE THE RIGHT
 CX1879'FORK AND CONTINUE EASTERLY ON HIGHWAY 549 FOR 1.7 MILES
 CX1879'TO THE JUNCTION OF STATE HIGHWAY 377 ON THE LEFT.  CONTINUE
 CX1879'EASTERLY ON HIGHWAY 549 FOR 3.5 MILES TO REFERENCE MARK
 CX1879'3 ON THE RIGHT.  CONTINUE EAST FOR 0.6 MILE TO THE STATION
 CX1879'ON THE LEFT ATOP A CUTBANK ABOUT 8 FEET ABOVE THE HIGHWAY.
 CX1879'
 CX1879'STATION MARKS ARE STANDARD DISKS, STAMPED CARR 1975.  THE
 CX1879'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 CX1879'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS 36
 CX1879'FEET NORTH OF THE CUTBANK, 34.4 FEET NORTHWEST OF A WITNESS
 CX1879'POST AND 8.4 FEET NORTH OF A FENCE.  THE UNDERGROUND MARK
 CX1879'IS SET IN AN IRREGULAR MASS OF CONCRETE 32 INCHES BELOW
 CX1879'THE GROUND SURFACE.
 CX1879'
 CX1879'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CARR NO
 CX1879'1 1975, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 CX1879'MONUMENT THAT PROJECTS ABOUT 3 INCHES ABOVE THE GROUND.  IT
 CX1879'IS 29 FEET NORTH OF THE CUTBANK, 1.4 FEET WEST OF THE
 CX1879'WITNESS POST, 1 FOOT SOUTH OF THE FENCE AND ABOUT THE
 CX1879'SAME ELEVATION AS THE STATION.
 CX1879'
 CX1879'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED CARR NO
 CX1879'2 1975, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 CX1879'MONUMENT THAT PROJECTS ABOUT 6 INCHES ABOVE THE GROUND.  IT
 CX1879'IS 66.7 FEET WEST OF THE WITNESS POST, 28 FEET NORTH OF THE
 CX1879'CUTBANK, 1 FOOT SOUTH OF THE FENCE AND ABOUT THE SAME ELEVATION AS
 CX1879'THE STATION.
 CX1879'
 CX1879'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED CARR NO 3
 CX1879'AZ 1975, CEMENTED IN A DRILL HOLE AT THE SOUTHWEST
 CX1879'CORNER OF A CONCRETE CULVERT.  IT IS 20.5 FEET SOUTH
 CX1879'OF THE CENTER OF HIGHWAY 549, 2.4 FEET EAST OF A WITNESS
 CX1879'POST AND 1.5 FEET EAST OF THE SOUTHWEST END OF THE CULVERT.
 CX1879'
 CX1879'HEIGHT OF LIGHT ABOVE STATION MARK 1.2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0684 ***********************************************************************
 GM0684  DESIGNATION -  CARR
 GM0684  PID         -  GM0684
 GM0684  STATE/COUNTY-  NM/HARDING
 GM0684  USGS QUAD   -  SPEAR HILLS (1974)
 GM0684
 GM0684                         *CURRENT SURVEY CONTROL
 GM0684  ___________________________________________________________________
 GM0684* NAD 83(1992)-  36 09 06.85975(N)    104 08 02.35001(W)     ADJUSTED  
 GM0684* NAVD 88     -      1842.2    (meters)    6044.     (feet)  VERTCON   
 GM0684  ___________________________________________________________________
 GM0684  LAPLACE CORR-          -2.08  (seconds)                    DEFLEC99
 GM0684  GEOID HEIGHT-         -19.18  (meters)                     GEOID03
 GM0684
 GM0684  HORZ ORDER  -  FIRST
 GM0684
 GM0684.The horizontal coordinates were established by classical geodetic methods
 GM0684.and adjusted by the National Geodetic Survey in December 1993..
 GM0684
 GM0684.The NAVD 88 height was computed by applying the VERTCON shift value to
 GM0684.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GM0684
 GM0684.The Laplace correction was computed from DEFLEC99 derived deflections.
 GM0684
 GM0684.The geoid height was determined by GEOID03.
 GM0684
 GM0684;                    North         East     Units Scale Factor Converg.
 GM0684;SPC NM E     -   571,390.303   182,937.727   MT  0.99991305   +0 07 03.4
 GM0684;SPC NM E     - 1,874,636.35    600,188.19   sFT  0.99991305   +0 07 03.4
 GM0684;UTM  13      - 4,001,144.537   577,902.721   MT  0.99967478   +0 30 39.3
 GM0684
 GM0684!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GM0684!SPC NM E     -   0.99971397  x   0.99991305  =   0.99962704
 GM0684!UTM  13      -   0.99971397  x   0.99967478  =   0.99938884
 GM0684
 GM0684|---------------------------------------------------------------------|
 GM0684| PID    Reference Object                     Distance      Geod. Az  |
 GM0684|                                                           dddmmss.s |
 GM0684| CM8600 CARR RM 1                            14.000 METERS 08135     |
 GM0684| CM8599 CARR AZ MK                                         1791546.3 |
 GM0684| CM8601 CARR RM 2                             9.510 METERS 18649     |
 GM0684|---------------------------------------------------------------------|
 GM0684
 GM0684                          SUPERSEDED SURVEY CONTROL
 GM0684
 GM0684  NAD 83(1986)-  36 09 06.86829(N)    104 08 02.34736(W) AD(       ) 1
 GM0684  NAD 27      -  36 09 06.75470(N)    104 08 00.43250(W) AD(       ) 1
 GM0684  NGVD 29 (07/19/86) 1841.4    (m)         6041.     (f) VERT ANG       
 GM0684
 GM0684.Superseded values are not recommended for survey control.
 GM0684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0684.See file dsdata.txt to determine how the superseded data were derived.
 GM0684
 GM0684_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEA7790301145(NAD 83)
 GM0684_MARKER: DS = TRIANGULATION STATION DISK
 GM0684_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GM0684
 GM0684  HISTORY     - Date     Condition        Report By
 GM0684  HISTORY     - 1960     MONUMENTED       CGS
 GM0684
 GM0684                          STATION DESCRIPTION
 GM0684
 GM0684'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (HWK)
 GM0684'THE STATION IS APPROXIMATELY 14-1/2 MILES NORTH AND 3-1/2 MILES
 GM0684'EAST OF ROY, ON THE RIGHT-OF-WAY OF A NORTH-SOUTH SECTION
 GM0684'LINE ROAD, AND IN THE SOUTHEAST QUARTER OF SECTION 11, T 22 N,
 GM0684'R 26 E.
 GM0684'
 GM0684'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 39
 GM0684'AND 120 IN ROY, GO EAST AND NORTH ON HIGHWAY 120 FOR 7.1
 GM0684'MILES TO A DIRT ROAD AND CATTLE GUARD ON THE LEFT, TURN LEFT,
 GM0684'NORTH, CROSS CATTLE GUARD AND GO 3.4 MILES TO A CROSSROAD.  BEAR
 GM0684'RIGHT, EAST, ON THE DIRT ROAD AND GO 1.0 MILE TO WHERE THE
 GM0684'DIRT ROAD CURVES NORTH.  CONTINUE NORTH ON THE DIRT ROAD FOR 4.9
 GM0684'MILES TO A CATTLE GUARD AND THE AZIMUTH MARK ON THE RIGHT.
 GM0684'CONTINUE NORTH ON THE DIRT ROAD FOR 0.4 MILE TO THE TOP OF
 GM0684'GRADE AND THE STATION ON THE LEFT.
 GM0684'
 GM0684'STATION MARKS ARE STANDARD DISKS STAMPED CARR 1960.  THE SURFACE
 GM0684'DISK IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.
 GM0684'IT IS 45.5 FEET WEST OF A POWER POLE, 31.5 FEET NORTH OF A METAL
 GM0684'WITNESS POST, AND 26 FEET WEST OF THE CENTER OF THE DIRT
 GM0684'ROAD.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF
 GM0684'CONCRETE 20 INCHES BELOW THE SURFACE OF THE GROUND.
 GM0684'
 GM0684'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED CARR NO 1 1960,
 GM0684'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.  IT
 GM0684'IS 21 FEET EAST OF THE CENTER OF THE DIRT ROAD, 1 FOOT NORTH
 GM0684'OF THE POWER POLE, AND 1 FOOT EAST OF A FENCE.
 GM0684'
 GM0684'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED CARR NO 2 1960,
 GM0684'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.
 GM0684'IT IS 30 FEET WEST OF THE CENTER OF THE DIRT ROAD, AND 1.5
 GM0684'FEET EAST OF THE METAL WITNESS POST.
 GM0684'
 GM0684'AZIMUTH MARK, A STANDARD DISK STAMPED CARR 1960, IS SET IN A
 GM0684'SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.  IT IS 27 FEET
 GM0684'EAST OF THE CENTER OF THE DIRT ROAD, 14 FEET NORTH OF A FENCE
 GM0684'CORNER POST, 2 FEET NORTH OF A METAL WITNESS POST, AND 1 FOOT
 GM0684'WEST OF A FENCE.
 GM0684'
 GM0684'NOTE.  REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR1033 ***********************************************************************
 DR1033  FBN         -  This is a Federal Base Network Control Station.
 DR1033  DESIGNATION -  CARRIAIR
 DR1033  PID         -  DR1033
 DR1033  STATE/COUNTY-  NM/LINCOLN
 DR1033  USGS QUAD   -  CARRIZOZO WEST (1982)
 DR1033
 DR1033                         *CURRENT SURVEY CONTROL
 DR1033  ___________________________________________________________________
 DR1033* NAD 83(1992)-  33 38 58.48526(N)    105 53 31.36183(W)     ADJUSTED  
 DR1033* NAVD 88     -      1634.7    (meters)    5363.     (feet)  GPS OBS   
 DR1033  ___________________________________________________________________
 DR1033  X           -  -1,455,722.646 (meters)                     COMP
 DR1033  Y           -  -5,113,048.307 (meters)                     COMP
 DR1033  Z           -   3,515,051.478 (meters)                     COMP
 DR1033  LAPLACE CORR-           5.74  (seconds)                    DEFLEC99
 DR1033  ELLIP HEIGHT-        1614.37  (meters)          (05/26/00) GPS OBS
 DR1033  GEOID HEIGHT-         -20.37  (meters)                     GEOID03
 DR1033
 DR1033  HORZ ORDER  -  B
 DR1033  ELLP ORDER  -  SECOND    CLASS I
 DR1033
 DR1033.This mark is at Carrizozo Airport (Q37)
 DR1033
 DR1033.The horizontal coordinates were established by GPS observations
 DR1033.and adjusted by the National Geodetic Survey in May 1992..
 DR1033
 DR1033.The orthometric height was determined by GPS observations and a
 DR1033.high-resolution geoid model.
 DR1033
 DR1033.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR1033
 DR1033.The Laplace correction was computed from DEFLEC99 derived deflections.
 DR1033
 DR1033.The ellipsoidal height was determined by GPS observations
 DR1033.and is referenced to NAD 83.
 DR1033
 DR1033.The geoid height was determined by GEOID03.
 DR1033
 DR1033;                    North         East     Units Scale Factor Converg.
 DR1033;SPC NM C     -   293,846.806   533,201.536   MT  0.99991359   +0 11 54.1
 DR1033;SPC NM C     -   964,062.40  1,749,345.37   sFT  0.99991359   +0 11 54.1
 DR1033;UTM  13      - 3,723,659.941   417,283.559   MT  0.99968435   -0 29 39.6
 DR1033
 DR1033!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR1033!SPC NM C     -   0.99974662  x   0.99991359  =   0.99966024
 DR1033!UTM  13      -   0.99974662  x   0.99968435  =   0.99943105
 DR1033
 DR1033:                Primary Azimuth Mark                     Grid Az
 DR1033:SPC NM C     -  CARRIAIR AZ MK                           247 02 43.9
 DR1033:UTM  13      -  CARRIAIR AZ MK                           247 44 17.6
 DR1033
 DR1033|---------------------------------------------------------------------|
 DR1033| PID    Reference Object                     Distance      Geod. Az  |
 DR1033|                                                           dddmmss.s |
 DR1033| DR1058 CARRIAIR AZ MK                      APPROX. 1.3 KM 2471438.0 |
 DR1033|---------------------------------------------------------------------|
 DR1033
 DR1033                          SUPERSEDED SURVEY CONTROL
 DR1033
 DR1033  ELLIP H (12/21/93) 1614.40   (m)                       GP(       ) 4 1
 DR1033  NAD 83(1986)-  33 38 58.49114(N)    105 53 31.36438(W) AD(       ) 1
 DR1033  NAD 27      -  33 38 58.23122(N)    105 53 29.37998(W) AD(       ) 1
 DR1033  NGVD 29 (03/22/89) 1634.2    (m)         5362.     (f) GPS OBS        
 DR1033
 DR1033.Superseded values are not recommended for survey control.
 DR1033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR1033.See file dsdata.txt to determine how the superseded data were derived.
 DR1033
 DR1033_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDT1728423660(NAD 83)
 DR1033_MARKER: F = FLANGE-ENCASED ROD
 DR1033_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DR1033_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 DR1033_STAMPING: CARRIAIR 1987
 DR1033_MARK LOGO: NGS   
 DR1033_PROJECTION: FLUSH
 DR1033_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR1033_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR1033_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR1033+SATELLITE: SATELLITE OBSERVATIONS - December 17, 1998
 DR1033_ROD/PIPE-DEPTH: 7.0  meters
 DR1033
 DR1033  HISTORY     - Date     Condition        Report By
 DR1033  HISTORY     - 1988     MONUMENTED       NGS
 DR1033  HISTORY     - 1988     GOOD             NGS
 DR1033  HISTORY     - 19891015 GOOD             AEROS
 DR1033  HISTORY     - 19920610 GOOD             NMHD
 DR1033  HISTORY     - 19981217 GOOD             NGS
 DR1033
 DR1033                          STATION DESCRIPTION
 DR1033
 DR1033'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988 (MRM)
 DR1033'THE STATION IS LOCATED ABOUT 1.6 KM (1.0 MI)
 DR1033'WEST OF CARRIZOZO, 1.6 KM (1.0 MI) SOUTHWEST OF U.S. HIGHWAY 380,
 DR1033'AT THE CARRIZOZO MUNICIPAL AIRPORT.
 DR1033'OWNERSHIP--CITY OF CARRIZOZO, RALPH FORSYTHE - MANAGER, P.O. BOX 274,
 DR1033'CARRIZOZO NM 88301, PHONE 505-648-9996.
 DR1033'
 DR1033'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS
 DR1033'54 AND 380 IN CARRIZOZO,
 DR1033'GO SOUTH FOR 0.2 KM (0.1 MI) ON HIGHWAY 54 TO EIGHTH
 DR1033'STREET ON RIGHT.
 DR1033'TURN RIGHT AND GO WEST FOR 1.6 KM (1.0 MI) ON EIGHTH STREET TO THE
 DR1033'AIRPORT ENTRANCE ROAD ON RIGHT.
 DR1033'TURN RIGHT AND GO NORTHWEST FOR 0.5 KM (0.3 MI) TO A HOUSE ON
 DR1033'RIGHT AND END OF ROAD.
 DR1033'TURN RIGHT, THEN TURN LEFT TO THE TAXIWAY.
 DR1033'TURN LEFT AND GO WESTERLY FOR 0.1 KM (0.05 MI) ON THE TAXIWAY TO
 DR1033'THE STATION ON THE RIGHT.
 DR1033'
 DR1033'THE STATION IS A PUNCH MARK ON TOP OF A STAINLESS STEEL ROD
 DR1033'THAT IS ---UNSTAMPED---,
 DR1033'DRIVEN TO A DEPTH OF 7.0 METERS (23.0 FT),
 DR1033'RECESSED 8 CM BELOW GROUND, INSIDE A GREASE-FILLED
 DR1033'SLEEVE EXTENDING TO A DEPTH OF 0.9 METERS (3.0 FT), ENCASED IN A
 DR1033'PVC PIPE WITH NGS LOGO FLANGE STAMPED---CARRIAIR 1987---, FLUSH WITH
 DR1033'GROUND.  LOCATED
 DR1033'46.6 METERS (152.9 FT) SOUTHEAST FROM THE APPROXIMATE CENTER OF
 DR1033'RUNWAY,
 DR1033'13.9 METERS (45.6 FT) NORTHWEST FROM THE APPROXIMATE CENTER OF
 DR1033'TAXIWAY,
 DR1033'8.9 METERS (29.2 FT) SOUTHWEST FROM THE CARRIZOZO MUNICIPAL AIRPORT
 DR1033'SIGN,
 DR1033'1.3 METERS (4.3 FT) SOUTH-SOUTHEAST FROM A CARSONITE WITNESS POST,
 DR1033'1.3 METERS (4.3 FT) WEST-NORTHWEST FROM A CARSONITE WITNESS POST AND
 DR1033'1.1 METERS (3.6 FT) NORTHEAST FROM A CARSONITE WITNESS POST.
 DR1033'
 DR1033'NEW MEXICO FAA - FEBRUARY, 1988.
 DR1033'
 DR1033'THIS STATION SUITABLE FOR GPS SURVEYS.
 DR1033'
 DR1033'DESCRIBED BY S.E. RANDALL.
 DR1033
 DR1033                          STATION RECOVERY (1988)
 DR1033
 DR1033'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 DR1033'RECOVERED IN GOOD CONDITION.
 DR1033
 DR1033                          STATION RECOVERY (1989)
 DR1033
 DR1033'RECOVERY NOTE BY AERO SERVICE CORPORATION 1989
 DR1033'STATION IS LOCATED AT THE CARRIZOZO AIRPORT ON THE SOUTH SIDE OF THE
 DR1033'EAST WEST RUNWAY.OWNERSHIP----PRIVATE AUTHORITY.
 DR1033'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 380 AND 54 IN
 DR1033'THE TOWN OF CARRIZOZO,GO SOUTH FOR 0.16 KM (0.10 MI) ON HIGHWAY 54 TO
 DR1033'EIGHTH STREET, TURN RIGHT AND GO WEST FOR 0.48  KM (0.30 MI) ON
 DR1033'EIGHTH STREET TO E AVENUE, CONTINUE STRAIGHT AHEAD ON EIGHTH STREET
 DR1033'FOR 0.97 KM (0.60 MI) TO A Y INTERSECTION, FOLLOW RIGHT FORK AND GO
 DR1033'0.48 KM (0.30 MI) TO THE AIRPORT OFFICE, AND THE STATION 100 M
 DR1033'(328.1 FT) NORTH OF THE AIRPORT OFFICE.
 DR1033'STATION IS A PUNCH MARK IN TOP OF A STAINLESS STEEL ROD DRIVEN TO A
 DR1033'DEPTH OF 7.0 M, ENCASED IN A PVC PIPE WITH NGS LOGO FLANGE STAMPED---
 DR1033'CARRIAIR 1987 ---, FLUSH WITH GROUND. IT IS LOCATED 56.54 M
 DR1033'(185.50 FT) NORTHWEST OF A CHISELED X IN THE MAIN FLOOR SLAB OF THE
 DR1033'TERMINAL BUILDING AT THE MOST NORTHERLY CORNER OF SLAB, 7.6 M
 DR1033'(24.9 FT) WEST OF THE AIRPORT SIGN, THREE WITNESS POSTS ARE SET 1.52
 DR1033'M (4.99 FT) NORTH, SOUTH AND WEST OF STATION, 14 M (45.9 FT) NORTH OF
 DR1033'THE TAXIWAY CENTERLINE, 4.3 M (14.1 FT) WEST OF THE SOUTHWEST CORNNER
 DR1033'OF A 0.60 M (1.97 FT) SQUARE CONCRETE SLAB.
 DR1033
 DR1033                          STATION RECOVERY (1992)
 DR1033
 DR1033'RECOVERY NOTE BY NM HIGHWAY DEPT 1992
 DR1033'400
 DR1033'RECOVERED ON THIS DATE.
 DR1033
 DR1033                          STATION RECOVERY (1998)
 DR1033
 DR1033'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (WAS)
 DR1033'THE STATION IS LOCATED ON THE WEST SIDE OF CARRIZOZO, AT THE CARRIZOZO
 DR1033'AIRPORT.  OWNERSHIP--TOWN OF CARRIZOZO, CARRIZOZO AIRPORT, MANAGER -
 DR1033'BILL HAYES, TELEPHONE 505-648-1118 OR 9996, PO BOX 597, CARRIZOZO NM
 DR1033'88301.  TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAYS 54 AND
 DR1033'380 IN CARRIZOZO, GO SOUTH ON HIGHWAY 54 FOR 0.1 MI (0.2 KM) TO THE
 DR1033'INTERSECTION WITH EIGHTH STREET.  TURN RIGHT, WEST, ON EIGHTH STREET
 DR1033'AND GO 0.3 MI (0.5 KM) TO THE INTERSECTION WITH E AVENUE.  CONTINUE
 DR1033'STRAIGHT ON EIGHTH STREET FOR 0.6 MI (1.0 KM) TO A Y-INTERSECTION.
 DR1033'TAKE THE RIGHT FORK AND GO 0.3 MI (0.5 KM) TO THE AIRPORT OFFICE AND
 DR1033'THE STATION, 100 M (328.1 FT) NORTH OF THE AIRPORT OFFICE.  THE
 DR1033'STATION IS A PUNCH MARK ON TOP OF A STAINLESS STEEL ROD THAT IS
 DR1033'ACCESSED THROUGH AN ALUMINUM LOGO CAP.  LOCATED 8.7 M (28.5 FT) WEST
 DR1033'OF A WINDSOCK, 46.8 M (153.5 FT) SOUTH OF THE CENTERLINE OF A RUNWAY,
 DR1033'14.0 M (45.9 FT) NORTH OF THE CENTERLINE OF A TAXIWAY, 4.3 M (14.1 FT)
 DR1033'WEST OF THE SOUTHWEST CORNER OF A 0.6 M (2.0 FT) SQUARE CONCRETE SLAB
 DR1033'AND IN THE CENTER OF AND 1.5 M (4.9 FT) FROM THREE FIBERGLASS WITNESS
 DR1033'POSTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR1058 ***********************************************************************
 DR1058  DESIGNATION -  CARRIAIR AZ MK
 DR1058  PID         -  DR1058
 DR1058  STATE/COUNTY-  NM/LINCOLN
 DR1058  USGS QUAD   -  CARRIZOZO WEST (1982)
 DR1058
 DR1058                         *CURRENT SURVEY CONTROL
 DR1058  ___________________________________________________________________
 DR1058* NAD 83(1992)-  33 38 42.63670(N)    105 54 16.53041(W)     ADJUSTED  
 DR1058* NAVD 88     -      1633.     (meters)    5358.     (feet)  GPS OBS   
 DR1058  ___________________________________________________________________
 DR1058  X           -  -1,456,916.006 (meters)                     COMP
 DR1058  Y           -  -5,112,988.132 (meters)                     COMP
 DR1058  Z           -   3,514,643.824 (meters)                     COMP
 DR1058  LAPLACE CORR-           5.77  (seconds)                    DEFLEC99
 DR1058  ELLIP HEIGHT-        1612.45  (meters)          (09/28/01) GPS OBS
 DR1058  GEOID HEIGHT-         -20.41  (meters)                     GEOID03
 DR1058
 DR1058  HORZ ORDER  -  FIRST
 DR1058  ELLP ORDER  -  FOURTH    CLASS I
 DR1058
 DR1058.This mark is at Carrizozo Airport (Q37)
 DR1058
 DR1058.The horizontal coordinates were established by GPS observations
 DR1058.and adjusted by the National Geodetic Survey in December 1993..
 DR1058.No horizontal observational check was made to the station.
 DR1058
 DR1058.The orthometric height was determined by GPS observations and a
 DR1058.high-resolution geoid model.
 DR1058.No vertical observational check was made to the station.
 DR1058
 DR1058.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR1058
 DR1058.The Laplace correction was computed from DEFLEC99 derived deflections.
 DR1058
 DR1058.The ellipsoidal height was determined by GPS observations
 DR1058.and is referenced to NAD 83.
 DR1058
 DR1058.The geoid height was determined by GEOID03.
 DR1058
 DR1058;                    North         East     Units Scale Factor Converg.
 DR1058;SPC NM C     -   293,354.599   532,039.401   MT  0.99991265   +0 11 28.9
 DR1058;SPC NM C     -   962,447.55  1,745,532.60   sFT  0.99991265   +0 11 28.9
 DR1058;UTM  13      - 3,723,181.927   416,115.825   MT  0.99968675   -0 30 04.4
 DR1058
 DR1058!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR1058!SPC NM C     -   0.99974693  x   0.99991265  =   0.99965960
 DR1058!UTM  13      -   0.99974693  x   0.99968675  =   0.99943375
 DR1058
 DR1058:                Primary Azimuth Mark                     Grid Az
 DR1058:SPC NM C     -  CARRIAIR                                 067 02 44.1
 DR1058:UTM  13      -  CARRIAIR                                 067 44 17.4
 DR1058
 DR1058|---------------------------------------------------------------------|
 DR1058| PID    Reference Object                     Distance      Geod. Az  |
 DR1058|                                                           dddmmss.s |
 DR1058| DR1033 CARRIAIR                            APPROX. 1.3 KM 0671413.0 |
 DR1058|---------------------------------------------------------------------|
 DR1058
 DR1058                          SUPERSEDED SURVEY CONTROL
 DR1058
 DR1058  ELLIP H (12/21/93) 1612.48   (m)                       GP(       ) 4 1
 DR1058  NAD 83(1986)-  33 38 42.64258(N)    105 54 16.53296(W) AD(       ) 1
 DR1058  ELLIP H (07/01/93) 1612.48   (m)                       GP(       ) 4 2
 DR1058
 DR1058.Superseded values are not recommended for survey control.
 DR1058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR1058.See file dsdata.txt to determine how the superseded data were derived.
 DR1058
 DR1058_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDT1611623182(NAD 83)
 DR1058_MARKER: I = METAL ROD
 DR1058_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DR1058_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 DR1058_STAMPING: CARRIAIR AZ MK 1987
 DR1058_MARK LOGO: NGS   
 DR1058_PROJECTION: FLUSH
 DR1058_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR1058_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR1058_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR1058+SATELLITE: SATELLITE OBSERVATIONS - July 22, 1992
 DR1058_ROD/PIPE-DEPTH: 5.36 meters
 DR1058_SLEEVE-DEPTH  : 0.91 meters
 DR1058
 DR1058  HISTORY     - Date     Condition        Report By
 DR1058  HISTORY     - 1990     MONUMENTED       BLM
 DR1058  HISTORY     - 19920722 GOOD
 DR1058
 DR1058                          STATION DESCRIPTION
 DR1058
 DR1058'DESCRIBED BY BUREAU OF LAND MANAGEMENT 1990
 DR1058'400
 DR1058'THE STATION IS LOCATED ABOUT 1.5 MI (2.4 KM) WEST OF CARRIZOZO AT THE
 DR1058'CARRIZOZO MUNICIPAL AIRPORT, OWNERSHIP-- CITY OF CARRIZOZO, MIKE
 DR1058'MORRISSION, MANAGER, P.O. BOX 485, CARRIZOZO, NM 88301, PHONE
 DR1058'505-648-9996.
 DR1058'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 54 AND 380 IN
 DR1058'CARRIZOZO, GO SOUTH ON HIGHWY 54 FOR 0.1 MI (0.2 KM) TO THE
 DR1058'INTERSECTION WITH EIGHTH STREET ON THE RIGHT.  TURN RIGHT, WEST, AND
 DR1058'GO 1.0 MI (1.6 KM) ON EIGHTH STREET TO THE AIRPORT ENTRANCE ON THE
 DR1058'RIGHT.  CONTINUE WEST ON EIGHTH STREET FOR 0.9 MI (1.4 KM) TO A
 DR1058'CATTLEGUARD.  TURN RIGHT AND PASS THROUGH THE FENCE ON THE NORTH SIDE
 DR1058'OF THE CATTLEGUARD TO THE STATION.
 DR1058'THE STATION IS A PUNCH MARK ON TOP OF A STAINLESS STEEL ROD THAT IS
 DR1058'DRIVEN TO A DEPTH OF 5.4 M (17.7 FT) , INSIDE A GREASE FILLED SLEEVE
 DR1058'EXTENDING TO A DEPTH OF 0.9 M (3.0 FT) , ENCASED IN A PVC PIPE WITH
 DR1058'AN NGS LOGO CAP STAMPED --- CARRIAIR AZ MK 1987 --- SET FLUSH WITH
 DR1058'THE GROUND.  THE STATION IS 5.7 M (18.7 FT) NORTH OF A BARBED WIRE
 DR1058'FENCE AND 86.5 M (283.8 FT) SOUTHEAST FROM THE CENTERLINE OF THE WEST
 DR1058'END OF THE MAIN RUNWAY.  IT IS IN THE MIDDLE OF THREE CARSONITE
 DR1058'WITNESS POSTS.
 DR1058
 DR1058                          STATION RECOVERY (1992)
 DR1058
 DR1058'RECOVERED 1992
 DR1058'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1500 ***********************************************************************
 GL1500  DESIGNATION -  CARRISO
 GL1500  PID         -  GL1500
 GL1500  STATE/COUNTY-  NM/HARDING
 GL1500  USGS QUAD   -  YATES (1977)
 GL1500
 GL1500                         *CURRENT SURVEY CONTROL
 GL1500  ___________________________________________________________________
 GL1500* NAD 83(1992)-  36 09 11.14662(N)    103 58 36.56792(W)     ADJUSTED  
 GL1500* NAVD 88     -      1889.4    (meters)    6199.     (feet)  VERTCON   
 GL1500  ___________________________________________________________________
 GL1500  LAPLACE CORR-          -4.19  (seconds)                    DEFLEC99
 GL1500  GEOID HEIGHT-         -19.47  (meters)                     GEOID03
 GL1500
 GL1500  HORZ ORDER  -  FIRST
 GL1500
 GL1500.The horizontal coordinates were established by classical geodetic methods
 GL1500.and adjusted by the National Geodetic Survey in December 1993..
 GL1500
 GL1500.The NAVD 88 height was computed by applying the VERTCON shift value to
 GL1500.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GL1500
 GL1500.The Laplace correction was computed from DEFLEC99 derived deflections.
 GL1500
 GL1500.The geoid height was determined by GEOID03.
 GL1500
 GL1500;                    North         East     Units Scale Factor Converg.
 GL1500;SPC NM E     -   571,562.893   197,079.061   MT  0.99992177   +0 12 37.2
 GL1500;SPC NM E     - 1,875,202.59    646,583.55   sFT  0.99992177   +0 12 37.2
 GL1500;UTM  13      - 4,001,414.138   592,039.315   MT  0.99970438   +0 36 13.2
 GL1500
 GL1500!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GL1500!SPC NM E     -   0.99970661  x   0.99992177  =   0.99962840
 GL1500!UTM  13      -   0.99970661  x   0.99970438  =   0.99941107
 GL1500
 GL1500|---------------------------------------------------------------------|
 GL1500| PID    Reference Object                     Distance      Geod. Az  |
 GL1500|                                                           dddmmss.s |
 GL1500| CM8602 CARRISO RM 1                         19.950 METERS 00806     |
 GL1500| CM8603 CARRISO RM 2                         34.900 METERS 07755     |
 GL1500|---------------------------------------------------------------------|
 GL1500
 GL1500                          SUPERSEDED SURVEY CONTROL
 GL1500
 GL1500  NAD 83(1986)-  36 09 11.15505(N)    103 58 36.56538(W) AD(       ) 1
 GL1500  NAD 27      -  36 09 11.04100(N)    103 58 34.66700(W) AD(       ) 1
 GL1500  NGVD 29 (07/19/86) 1888.6    (m)         6196.     (f) VERT ANG       
 GL1500
 GL1500.Superseded values are not recommended for survey control.
 GL1500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1500.See file dsdata.txt to determine how the superseded data were derived.
 GL1500
 GL1500_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEA9203901414(NAD 83)
 GL1500_MARKER: DS = TRIANGULATION STATION DISK
 GL1500_SETTING: 66 = SET IN ROCK OUTCROP
 GL1500
 GL1500  HISTORY     - Date     Condition        Report By
 GL1500  HISTORY     - 1922     MONUMENTED       CGS
 GL1500  HISTORY     - 1960     MARK NOT FOUND   CGS
 GL1500
 GL1500                          STATION DESCRIPTION
 GL1500
 GL1500'DESCRIBED BY COAST AND GEODETIC SURVEY 1922 (CMD)
 GL1500'ABOUT 20 MILES NORTHEAST OF ROY, 1-1/2 MILES SOUTH OF THE
 GL1500'HARDING-UNION COUNTIES LINE, IN THE MITCHELL PASTURE, ON
 GL1500'THE HIGHEST POINT OF THE SOUTHEASTERN ROUNDED BUTTE COVERED
 GL1500'WITH LAVA ROCK AND HAVING A CAIRN ON THE TOP.  THE HILL IS
 GL1500'SOMETIMES CALLED SIERRA LA CRUCE.  STATION AND REFERENCE
 GL1500'MARKS ARE STANDARD DISKS SET IN ROCK.
 GL1500'REFERENCE MARK NO. 1 IS 19.95 METERS (65.5 FEET)
 GL1500'FROM STATION N 08 DEG 06 MIN E, AND NO. 2 IS 34.90
 GL1500'METERS (114.5 FEET) FROM STATION N 77 DEG 55 MIN E.
 GL1500
 GL1500                          STATION RECOVERY (1960)
 GL1500
 GL1500'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (LBO)
 GL1500'A THOROUGH SEARCH WAS MADE AT THIS STATION, BUT COULD NOT
 GL1500'FIND ANY MARKS.  IT IS BELIEVED THAT ALL MARKS AT THIS STATION
 GL1500'HAVE BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1499 ***********************************************************************
 GL1499  DESIGNATION -  CARRISO 2
 GL1499  PID         -  GL1499
 GL1499  STATE/COUNTY-  NM/HARDING
 GL1499  USGS QUAD   -  YATES (1977)
 GL1499
 GL1499                         *CURRENT SURVEY CONTROL
 GL1499  ___________________________________________________________________
 GL1499* NAD 83(1992)-  36 09 11.21080(N)    103 58 36.39480(W)     ADJUSTED  
 GL1499* NAVD 88     -      1885.6    (meters)    6186.     (feet)  VERTCON   
 GL1499  ___________________________________________________________________
 GL1499  LAPLACE CORR-          -4.19  (seconds)                    DEFLEC99
 GL1499  GEOID HEIGHT-         -19.47  (meters)                     GEOID03
 GL1499
 GL1499  HORZ ORDER  -  FIRST
 GL1499
 GL1499.The horizontal coordinates were established by classical geodetic methods
 GL1499.and adjusted by the National Geodetic Survey in December 1993..
 GL1499
 GL1499.The NAVD 88 height was computed by applying the VERTCON shift value to
 GL1499.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GL1499
 GL1499.The Laplace correction was computed from DEFLEC99 derived deflections.
 GL1499
 GL1499.The geoid height was determined by GEOID03.
 GL1499
 GL1499;                    North         East     Units Scale Factor Converg.
 GL1499;SPC NM E     -   571,564.887   197,083.381   MT  0.99992177   +0 12 37.3
 GL1499;SPC NM E     - 1,875,209.13    646,597.73   sFT  0.99992177   +0 12 37.3
 GL1499;UTM  13      - 4,001,416.161   592,043.620   MT  0.99970439   +0 36 13.3
 GL1499
 GL1499!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GL1499!SPC NM E     -   0.99970720  x   0.99992177  =   0.99962900
 GL1499!UTM  13      -   0.99970720  x   0.99970439  =   0.99941168
 GL1499
 GL1499|---------------------------------------------------------------------|
 GL1499| PID    Reference Object                     Distance      Geod. Az  |
 GL1499|                                                           dddmmss.s |
 GL1499| CM8605 CARRISO 2 RM 3                        8.899 METERS 01225     |
 GL1499| CM8606 CARRISO 2 RM 4                        6.897 METERS 10706     |
 GL1499| CM8604 CARRISO 2 AZ MK                                    1724820.8 |
 GL1499|---------------------------------------------------------------------|
 GL1499
 GL1499                          SUPERSEDED SURVEY CONTROL
 GL1499
 GL1499  NAD 83(1986)-  36 09 11.21943(N)    103 58 36.39216(W) AD(       ) 1
 GL1499  NAD 27      -  36 09 11.10460(N)    103 58 34.49650(W) AD(       ) 1
 GL1499  NGVD 29 (07/19/86) 1884.8    (m)         6184.     (f) VERT ANG       
 GL1499
 GL1499.Superseded values are not recommended for survey control.
 GL1499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1499.See file dsdata.txt to determine how the superseded data were derived.
 GL1499
 GL1499_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEA9204401416(NAD 83)
 GL1499_MARKER: DS = TRIANGULATION STATION DISK
 GL1499_SETTING: 80 = SET IN A BOULDER
 GL1499_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 GL1499
 GL1499  HISTORY     - Date     Condition        Report By
 GL1499  HISTORY     - 1960     MONUMENTED       CGS
 GL1499
 GL1499                          STATION DESCRIPTION
 GL1499
 GL1499'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (HWK)
 GL1499'THE STATION IS APPROXIMATELY 14-1/2 MILES NORTH AND 11-1/4
 GL1499'MILES EAST OF ROY, 1-1/2 MILES SOUTH OF THE HARDING-UNION
 GL1499'COUNTY LINE, ON A LARGE PROMINENT HILL, IN THE NORTHEAST
 GL1499'QUARTER OF SECTION 8, T 22 N, R 28 E, ON PROPERTY OWNED
 GL1499'BY THE FEDERAL GOVERNMENT.
 GL1499'
 GL1499'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS
 GL1499'120 AND 39 IN ROY, GO EAST, NORTH AND EAST ON HIGHWAY 120
 GL1499'FOR 12.25 MILES TO THE END OF THE SURFACE ROAD.  CONTINUE
 GL1499'STRAIGHT AHEAD ON HIGHWAY 120 FOR 3.95 MILES TO A CATTLE
 GL1499'GUARD.  CROSS CATTLE GUARD AND CONTINUE ON HIGHWAY 120 FOR
 GL1499'1.55 MILES TO A DIRT ROAD ON THE RIGHT LEADING TO A RANCH.
 GL1499'CONTINUE STRAIGHT AHEAD 0.05 MILE TO A CROSSROAD.  TURN
 GL1499'LEFT, NORTH, ON DIRT ROAD FOR 0.8 MILE TO A GATE.  PASS
 GL1499'THROUGH GATE AND GO 0.05 MILE TO A FORK.  TAKE RIGHT FORK
 GL1499'TRACK ROAD FOR 0.8 MILE TO A FORK NORTHEAST OF TWO
 GL1499'WINDMILLS.  TAKE LEFT FORK AND GO 0.9 MILE TO A FORK.  TAKE
 GL1499'RIGHT FORK AND GO EASTERLY FOR 0.45 MILE TO A GATE.  PASS
 GL1499'THROUGH GATE AND GO 0.3 MILE TO A FORK.  TAKE LEFT FORK
 GL1499'FOR 1.05 MILE TO END OF THE TRACK ROAD AND A SMALL
 GL1499'BUILDING ON THE LEFT.  TURN RIGHT AND GO EASTERLY FOR 0.1
 GL1499'MILE, THEN TURN LEFT, NORTH, AND GO 0.65 MILE TO A
 GL1499'FENCE CORNER.  CONTINUE NORTH AND FOLLOW EAST SIDE OF
 GL1499'FENCE FOR 0.75 MILE TO A GATE.  PASS THROUGH GATE, TURN
 GL1499'RIGHT AND CONTINUE NORTH ON THE WEST SIDE OF THE FENCE
 GL1499'FOR 0.25 MILE TO WHERE FENCE MAKES A JOG AND THE AZIMUTH
 GL1499'MARK AT A FENCE CORNER.  CONTINUE NORTH FOR 1.6 MILE TO
 GL1499'THE EAST SIDE OF THE HILL AND THE END OF TRUCK TRAVEL.
 GL1499'PACK WEST TO THE TOP OF THE HILL AND THE STATION ON THE
 GL1499'HIGHEST POINT.  ABOUT A 10 MINUTE PACK.
 GL1499'
 GL1499'STATION MARK, A STANDARD DISK STAMPED CARRISO 2 1960, IS
 GL1499'CEMENTED IN A DRILL HOLE IN A FLAT BOULDER WHICH IS FLUSH
 GL1499'WITH THE SURFACE OF THE GROUND.  THE BOULDER IS ABOUT 3
 GL1499'FEET IN LENGTH AND 1 FOOT WIDE.  IT IS 10 FEET NORTH OF A
 GL1499'ROCK PILE.
 GL1499'
 GL1499'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED CARRISO 2
 GL1499'NO 3 1960, IS CEMENTED IN A DRILL HOLE IN A BOULDER 1 FOOT
 GL1499'IN LENGTH AND 8 INCHES WIDE AND IS FLUSH WITH THE SURFACE
 GL1499'OF THE GROUND.  IT IS 34 FEET SOUTH OF THE NORTH RIM OF THE
 GL1499'HILL, ABOUT 4 FEET LOWER THAN THE STATION AND AT THE NORTH
 GL1499'SLOPE OF THE HILL.
 GL1499'
 GL1499'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED CARRISO 2
 GL1499'NO 4 1960, IS CEMENTED IN A DRILL HOLE IN A BOULDER WHICH
 GL1499'IS 1 FOOT IN DIAMETER AND PROJECTS 10 INCHES.  IT IS ON THE
 GL1499'CREST OF THE HILL AND 1 FOOT LOWER THAN THE STATION.
 GL1499'
 GL1499'AZIMUTH MARK, A STANDARD DISK STAMPED CARRISO 2 1960, IS
 GL1499'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS
 GL1499'26 FEET EAST OF A CORNER FENCE POST, 2 FEET NORTHWEST OF A
 GL1499'CORNER FENCE POST AND 2 FEET NORTH OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0991 ***********************************************************************
 DR0991  DESIGNATION -  CARRIZO
 DR0991  PID         -  DR0991
 DR0991  STATE/COUNTY-  NM/OTERO
 DR0991  USGS QUAD   -  RUIDOSO (1982)
 DR0991
 DR0991                         *CURRENT SURVEY CONTROL
 DR0991  ___________________________________________________________________
 DR0991* NAD 83(1992)-  33 16 30.20593(N)    105 42 06.92355(W)     ADJUSTED  
 DR0991* NAVD 88     -      2258.     (meters)    7408.     (feet)  SCALED    
 DR0991  ___________________________________________________________________
 DR0991  LAPLACE CORR-           2.86  (seconds)                    DEFLEC99
 DR0991  GEOID HEIGHT-         -19.75  (meters)                     GEOID03
 DR0991
 DR0991  HORZ ORDER  -  THIRD
 DR0991
 DR0991.The horizontal coordinates were established by classical geodetic methods
 DR0991.and adjusted by the National Geodetic Survey in December 1993..
 DR0991
 DR0991.The orthometric height was scaled from a topographic map.
 DR0991
 DR0991.The Laplace correction was computed from DEFLEC99 derived deflections.
 DR0991
 DR0991.The geoid height was determined by GEOID03.
 DR0991
 DR0991;                    North         East     Units Scale Factor Converg.
 DR0991;SPC NM C     -   252,388.215   551,055.226   MT  0.99993213   +0 18 02.6
 DR0991;SPC NM C     -   828,043.67  1,807,920.35   sFT  0.99993213   +0 18 02.6
 DR0991;UTM  13      - 3,682,000.176   434,632.816   MT  0.99965268   -0 23 06.5
 DR0991
 DR0991!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR0991!SPC NM C     -   0.99964875  x   0.99993213  =   0.99958091
 DR0991!UTM  13      -   0.99964875  x   0.99965268  =   0.99930155
 DR0991
 DR0991|---------------------------------------------------------------------|
 DR0991| PID    Reference Object                     Distance      Geod. Az  |
 DR0991|                                                           dddmmss.s |
 DR0991| CJ6826 CARRIZO RM 1                          8.072 METERS 17458     |
 DR0991| CJ6827 CARRIZO RM 2                         11.944 METERS 31113     |
 DR0991| CJ6825 CARRIZO AZ MK                                      3114524.5 |
 DR0991|---------------------------------------------------------------------|
 DR0991
 DR0991                          SUPERSEDED SURVEY CONTROL
 DR0991
 DR0991  NAD 83(1986)-  33 16 30.21264(N)    105 42 06.92622(W) AD(       ) 3
 DR0991  NAD 27      -  33 16 29.92990(N)    105 42 05.00220(W) AD(       ) 3
 DR0991
 DR0991.Superseded values are not recommended for survey control.
 DR0991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0991.See file dsdata.txt to determine how the superseded data were derived.
 DR0991
 DR0991_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDS3463382000(NAD 83)
 DR0991_MARKER: DS = TRIANGULATION STATION DISK
 DR0991_SETTING: 80 = SET IN A BOULDER
 DR0991_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 DR0991
 DR0991  HISTORY     - Date     Condition        Report By
 DR0991  HISTORY     - 1936     MONUMENTED       CGS
 DR0991
 DR0991                          STATION DESCRIPTION
 DR0991
 DR0991'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 DR0991'THE STATION IS ABOUT 10 MILES AIR LINE NORTH AND EAST OF
 DR0991'MESCALERO, ABOUT 4 MILES SOUTH AND 2 MILES WEST OF RUIDOSO, 1/3
 DR0991'MILE NORTHEAST OF THE MAIN ROAD LEADING NORTHWESTERLY OVER
 DR0991'THE DIVIDE FROM U.S. HIGHWAY 70, 1/4 MILE WEST OF THE HIGHWAY,
 DR0991'ON THE HIGHEST POINT OF A LIGHTLY TIMBERED KNOLL ON THE DIVIDE
 DR0991'BETWEEN THE CARRIZO AND MESCALERO CREEKS, AND IN A ROCK
 DR0991'OUTCROP BETWEEN TWO 6-INCH PINE TREES WITH TRIANGULAR BLAZES.
 DR0991'TO REACH FROM MESCALERO GO NORTHEASTWARD 11.0 MILES ON U.S.
 DR0991'HIGHWAY 70, GO 0.8 MILE ON THE ROAD LEADING TO THE LEFT TO
 DR0991'THE TOP OF THE DIVIDE AND AN OPEN PARK, THEN GO NORTHEASTWARD
 DR0991'ACROSS COUNTRY 1/4 MILE TO THE SIDE OF THE KNOLL AND THE END OF
 DR0991'TRUCK TRAVEL.  FROM HERE THE STATION SITE IS A 10-MINUTE PACK
 DR0991'NORTHEASTWARD TO THE TOP OF THE KNOLL.  THE STATION,
 DR0991'AZIMUTH, AND REFERENCE MARKS ARE STANDARD DISKS SET IN ROCK.
 DR0991'REFERENCE MARK NO. 1
 DR0991'IS ON TOP OF RIDGE, 3 FEET EAST OF A 12-INCH PINE TREE, AND
 DR0991'8.072 METERS (26.48 FEET) FROM THE STATION S 05 DEG 02 MIN E,
 DR0991'AND NO. 2 IS 6 FEET WEST OF A 9-INCH PINE TREE,
 DR0991'AND 11.944 METERS (39.19 FEET) FROM THE STATION N 48 DEG 47 MIN W.
 DR0991'THE AZIMUTH MARK IS A 1 FOOT EAST OF A ROCK
 DR0991'CAIRN, AND 1/2 MILE FROM THE STATION N 48 DEG 15 MIN W.
 DR0991'THE AZIMUTH MARK IS 0.6 MILE NORTHERLY ON
 DR0991'THE ROAD FROM THE TURN-OFF TO THE STATION TO A LOG CABIN ON THE
 DR0991'WEST SIDE AT THE ROAD, THENCE 0.15 MILE NORTHWESTWARD TO
 DR0991'THE SOUTHERN BROW OF AN EAST-WEST RIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR1030 ***********************************************************************
 DR1030  DESIGNATION -  CARRIZO
 DR1030  PID         -  DR1030
 DR1030  STATE/COUNTY-  NM/LINCOLN
 DR1030  USGS QUAD   -  WHITE OAKS SOUTH (1973)
 DR1030
 DR1030                         *CURRENT SURVEY CONTROL
 DR1030  ___________________________________________________________________
 DR1030* NAD 83(1992)-  33 41 26.71874(N)    105 43 42.43754(W)     ADJUSTED  
 DR1030* NAVD 88     -      2927.     (meters)    9603.     (feet)  SCALED    
 DR1030  ___________________________________________________________________
 DR1030  LAPLACE CORR-           7.26  (seconds)                    DEFLEC99
 DR1030  GEOID HEIGHT-         -19.86  (meters)                     GEOID03
 DR1030
 DR1030  HORZ ORDER  -  THIRD
 DR1030
 DR1030.The horizontal coordinates were established by classical geodetic methods
 DR1030.and adjusted by the National Geodetic Survey in December 1993..
 DR1030
 DR1030.The orthometric height was scaled from a topographic map.
 DR1030
 DR1030.The Laplace correction was computed from DEFLEC99 derived deflections.
 DR1030
 DR1030.The geoid height was determined by GEOID03.
 DR1030
 DR1030;                    North         East     Units Scale Factor Converg.
 DR1030;SPC NM C     -   298,478.048   548,352.158   MT  0.99992881   +0 17 21.5
 DR1030;SPC NM C     -   979,256.73  1,799,052.04   sFT  0.99992881   +0 17 21.5
 DR1030;UTM  13      - 3,728,106.473   432,485.274   MT  0.99965619   -0 24 14.7
 DR1030
 DR1030!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR1030!SPC NM C     -   0.99954384  x   0.99992881  =   0.99947269
 DR1030!UTM  13      -   0.99954384  x   0.99965619  =   0.99920019
 DR1030
 DR1030:                Primary Azimuth Mark                     Grid Az
 DR1030:SPC NM C     -  PATOS                                    041 28 41.3
 DR1030:UTM  13      -  PATOS                                    042 10 17.5
 DR1030
 DR1030|---------------------------------------------------------------------|
 DR1030| PID    Reference Object                     Distance      Geod. Az  |
 DR1030|                                                           dddmmss.s |
 DR1030| DR1029 PATOS                               APPROX. 6.8 KM 0414602.8 |
 DR1030|---------------------------------------------------------------------|
 DR1030
 DR1030                          SUPERSEDED SURVEY CONTROL
 DR1030
 DR1030  NAD 83(1986)-  33 41 26.72661(N)    105 43 42.43895(W) AD(       ) 3
 DR1030  NAD 27      -  33 41 26.47018(N)    105 43 40.47705(W) AD(       ) 3
 DR1030
 DR1030.Superseded values are not recommended for survey control.
 DR1030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR1030.See file dsdata.txt to determine how the superseded data were derived.
 DR1030
 DR1030_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDT3248528106(NAD 83)
 DR1030
 DR1030  HISTORY     - Date     Condition        Report By
 DR1030  HISTORY     - 1933     MONUMENTED       USGS
 DR1030  HISTORY     - 1973     GOOD             USGS
 DR1030
 DR1030                          STATION DESCRIPTION
 DR1030
 DR1030'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 DR1030'ON THE SE. END OF THE CARRIZO MOUNTAINS, ABOUT 400 FT. E. OF THE
 DR1030'HIGHEST POINT, AND 0.5 MI. S. OF SADDLE AT THE HEADS OF DARK AND
 DR1030'LONG CANYONS.
 DR1030'
 DR1030'STATION BEST REACHED FROM THE KUDNER O BAR O RANCH HEADQUARTERS,
 DR1030'VIA TRIAL UP JIMMIE CANYON, TO TOP OF DIVIDE, THENCE S. BY TRAIL
 DR1030'ALONG RIDGE TO STATION.
 DR1030'
 DR1030'STATION MARK--STANDARD TABLET, CEMENTED IN ROCK IN PLACE, AND
 DR1030'STAMPED ---CARRIZO R 1933---.
 DR1030'
 DR1030'REFERENCE MARK--STANDARD REFERENCE TABLET, CEMENTED IN ROCK IN PLACE,
 DR1030'AND 32.45 FT. FROM STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0673 ***********************************************************************
 DR0673  DESIGNATION -  CARRIZOZO
 DR0673  PID         -  DR0673
 DR0673  STATE/COUNTY-  NM/LINCOLN
 DR0673  USGS QUAD   -  CARRIZOZO WEST (1982)
 DR0673
 DR0673                         *CURRENT SURVEY CONTROL
 DR0673  ___________________________________________________________________
 DR0673* NAD 83(1986)-  33 38 34.     (N)    105 52 36.     (W)     SCALED    
 DR0673* NAVD 88     -      1654.488  (meters)    5428.10   (feet)  ADJUSTED  
 DR0673  ___________________________________________________________________
 DR0673  GEOID HEIGHT-         -20.31  (meters)                     GEOID03
 DR0673  DYNAMIC HT  -        1652.099 (meters)    5420.26  (feet)  COMP
 DR0673  MODELED GRAV-     979,133.5   (mgal)                       NAVD 88
 DR0673  OBS GRAVITY -     979,133.2   (mgal)                       GRAV_OBS
 DR0673
 DR0673  VERT ORDER  -  FIRST     CLASS II
 DR0673
 DR0673.The horizontal coordinates were scaled from a topographic map and have
 DR0673.an estimated accuracy of +/- 6 seconds.
 DR0673
 DR0673.The orthometric height was determined by differential leveling
 DR0673.and adjusted by the National Geodetic Survey in June 1991..
 DR0673.WARNING-Repeat measurements at this control monument indicate possible
 DR0673.vertical movement.
 DR0673
 DR0673.The geoid height was determined by GEOID03.
 DR0673
 DR0673.The dynamic height is computed by dividing the NAVD 88
 DR0673.geopotential number by the normal gravity value computed on the
 DR0673.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0673.degrees latitude (g = 980.6199 gals.).
 DR0673
 DR0673.The modeled gravity was interpolated from observed gravity values.
 DR0673.The observed gravity was obtained from relative gravimeter ties
 DR0673.to the IGSN71 gravity network.
 DR0673
 DR0673;                    North         East    Units  Estimated Accuracy
 DR0673;SPC NM C     -   293,100.      534,630.      MT  (+/- 180 meters Scaled)
 DR0673
 DR0673                          SUPERSEDED SURVEY CONTROL
 DR0673
 DR0673  NGVD 29 (??/??/92) 1653.807  (m)         5425.87   (f) ADJ UNCH    1 2
 DR0673
 DR0673.Superseded values are not recommended for survey control.
 DR0673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0673.See file dsdata.txt to determine how the superseded data were derived.
 DR0673
 DR0673_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDT187228(NAD 83)
 DR0673_MARKER: DB = BENCH MARK DISK
 DR0673_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR0673_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DR0673_STAMPING: CARRIZOZO 1932 5425.911
 DR0673_PROJECTION: PROJECTING 15 CENTIMETERS
 DR0673_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR0673+STABILITY: SURFACE MOTION
 DR0673_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DR0673+SATELLITE: SATELLITE OBSERVATIONS - July 08, 2005
 DR0673
 DR0673  HISTORY     - Date     Condition        Report By
 DR0673  HISTORY     - 1932     MONUMENTED       CGS
 DR0673  HISTORY     - 1969     GOOD             NGS
 DR0673  HISTORY     - 1980     GOOD             NGS
 DR0673  HISTORY     - 20050708 GOOD             USPSQD
 DR0673
 DR0673                          STATION DESCRIPTION
 DR0673
 DR0673'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 DR0673'IN CARRIZOZO.
 DR0673'AT CARRIZOZO, 0.15 MILE NORTHWEST OF THE SOUTHERN PACIFIC COMPANY
 DR0673'RAILROAD STATION, 162 FEET SOUTHWEST OF FOURTH AVENUE, 35 FEET
 DR0673'NORTHWEST OF CENTRAL AVENUE WHICH IS U.S. HIGHWAY 54, 17 1/2 FEET
 DR0673'SOUTH OF THE EAST CORNER OF THE CITY HALL, 11 FEET SOUTHEAST OF THE
 DR0673'CENTER OF THE MAIN ENTRANCE TO THE BUILDING, 2 FEET SOUTHWEST OF THE
 DR0673'SOUTHWEST EDGE OF A CONCRETE SIDEWALK, ABOUT 1 FOOT ABOVE CENTRAL
 DR0673'AVENUE, AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 10 INCHES
 DR0673'ABOVE THE SURFACE OF THE GROUND.  SEC 2, T 8S, R 10E.
 DR0673
 DR0673                          STATION RECOVERY (1980)
 DR0673
 DR0673'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DR0673'AT CARRIZOZO, IN THE FRONT LAWN OF THE CHAMBER OF COMMERCE AND MARY
 DR0673'RICH REAL ESTATE OFFICES, AT 404 SOUTH CENTRAL AVENUE (U.S. HIGHWAY
 DR0673'54), 13.7 METERS (35.0 FT) NORTHWEST OF THE CENTERLINE OF THE
 DR0673'HIGHWAY, 5.3 METERS (17.5 FT) SOUTH OF THE EAST CORNER OF PAYNE AND
 DR0673'MITCHELL LAW OFFICE, 3.3 METERS (11.0 FT) SOUTHEAST OF THE ENTRANCE
 DR0673'TO THE BUILDING AND 0.6 METER (2.0 FT) SOUTHWEST OF THE SOUTHWEST
 DR0673'EDGE OF THE SIDE WALK.
 DR0673'THE MARK IS ABOVE LEVEL WITH THE AVENUE.
 DR0673
 DR0673                          STATION RECOVERY (2005)
 DR0673
 DR0673'RECOVERY NOTE BY US POWER SQUADRON 2005 (BJK)
 DR0673'THIS BUILDING IS NOW THE POLICE DEPARTMENT AND THE ADDRESS IS 406
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0635 ***********************************************************************
 GN0635  DESIGNATION -  CARSON
 GN0635  PID         -  GN0635
 GN0635  STATE/COUNTY-  NM/SAN JUAN
 GN0635  USGS QUAD   -  HUERFANO TRADING POST SW (1966)
 GN0635
 GN0635                         *CURRENT SURVEY CONTROL
 GN0635  ___________________________________________________________________
 GN0635* NAD 83(1992)-  36 21 10.51776(N)    107 57 31.81058(W)     ADJUSTED  
 GN0635* NAVD 88     -      2107.6    (meters)    6915.     (feet)  VERTCON   
 GN0635  ___________________________________________________________________
 GN0635  LAPLACE CORR-           2.45  (seconds)                    DEFLEC99
 GN0635  GEOID HEIGHT-         -20.91  (meters)                     GEOID03
 GN0635
 GN0635  HORZ ORDER  -  FIRST
 GN0635
 GN0635.The horizontal coordinates were established by classical geodetic methods
 GN0635.and adjusted by the National Geodetic Survey in December 1993..
 GN0635
 GN0635.The NAVD 88 height was computed by applying the VERTCON shift value to
 GN0635.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GN0635
 GN0635.The Laplace correction was computed from DEFLEC99 derived deflections.
 GN0635
 GN0635.The geoid height was determined by GEOID03.
 GN0635
 GN0635;                    North         East     Units Scale Factor Converg.
 GN0635;SPC NM W     -   593,687.166   818,735.762   MT  0.99991823   -0 04 27.8
 GN0635;SPC NM W     - 1,947,788.64  2,686,135.58   sFT  0.99991823   -0 04 27.8
 GN0635;UTM  13      - 4,027,159.685   234,484.988   MT  1.00046869   -1 45 17.6
 GN0635;UTM  12      - 4,027,389.253   772,904.823   MT  1.00051773   +1 48 13.6
 GN0635
 GN0635!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GN0635!SPC NM W     -   0.99967262  x   0.99991823  =   0.99959087
 GN0635!UTM  13      -   0.99967262  x   1.00046869  =   1.00014115
 GN0635!UTM  12      -   0.99967262  x   1.00051773  =   1.00019018
 GN0635
 GN0635|---------------------------------------------------------------------|
 GN0635| PID    Reference Object                     Distance      Geod. Az  |
 GN0635|                                                           dddmmss.s |
 GN0635| CD3213 CARSON RM 1                          20.100 METERS 19720     |
 GN0635| CD3214 CARSON RM 2                          23.549 METERS 28430     |
 GN0635| CD3212 CARSON AZ MK                                       2920127.4 |
 GN0635|---------------------------------------------------------------------|
 GN0635
 GN0635                          SUPERSEDED SURVEY CONTROL
 GN0635
 GN0635  NAD 83(1986)-  36 21 10.51125(N)    107 57 31.81780(W) AD(       ) 1
 GN0635  NAD 27      -  36 21 10.47500(N)    107 57 29.58400(W) AD(       ) 1
 GN0635  NGVD 29 (07/19/86) 2106.5    (m)         6911.     (f) VERT ANG       
 GN0635
 GN0635.Superseded values are not recommended for survey control.
 GN0635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0635.See file dsdata.txt to determine how the superseded data were derived.
 GN0635
 GN0635_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBA3448527160(NAD 83)
 GN0635_MARKER: DD = SURVEY DISK
 GN0635_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GN0635
 GN0635  HISTORY     - Date     Condition        Report By
 GN0635  HISTORY     - 1934     MONUMENTED       USGLO
 GN0635  HISTORY     - 1945     SEE DESCRIPTION  CGS
 GN0635  HISTORY     - 1966     GOOD             USGS
 GN0635
 GN0635                          STATION DESCRIPTION
 GN0635
 GN0635'DESCRIBED BY US GENERAL LAND OFFICE 1934 (EBL)
 GN0635'STATION IS ABOUT 25 MILES SE OF FARMINGTON, ABOUT 0.8 MILE
 GN0635'W OF THE STANDARD CORNER OF SECS. 31 AND 36, T. 25 N., RS.
 GN0635'10 AND 11 W.
 GN0635'
 GN0635'STATION WAS MARKED IN 1931 BY GENERAL LAND OFFICE AND IS PROBABLY
 GN0635'STANDARD DISK OF THAT ORGANIZATION SET IN CONCRETE.
 GN0635'
 GN0635'REFERENCE MARKS (1934) ARE BRONZE DISKS SET IN CONCRETE.  REFERENCE
 GN0635'MARK 1 IS 20.112 METERS (65.98 FEET) FROM STATION.
 GN0635'REFERENCE MARK 2 IS 23.557 METERS (77.29 FEET) FROM STATION.
 GN0635'
 GN0635'TO REACH STATION FROM AVERY HOTEL IN FARMINGTON, GO SW ACROSS
 GN0635'SAN JUAN RIVER BRIDGE, GO S 4.7 MILES TO TOP OF MESA, TAKE
 GN0635'LEFT FORK AND GO 0.3 MILE, TAKE LEFT FORK AND GO SE 7.9 MILES
 GN0635'ALONG TELEPHONE LINE, TAKE RIGHT FORK AND GO 1.2 MILES, TAKE
 GN0635'LEFT FORK AND GO 10.1 MILES TO CARSONS STORE.  FROM HERE GO
 GN0635'S 0.1 MILE INTO GALLEGOS ARROYO, GO UP ARROYO 0.2 MILE, TURN
 GN0635'RIGHT OUT OF ARROYO AND GO 0.8 MILE, PASSING TO RIGHT OF
 GN0635'SHEARING PENS, TAKE RIGHT FORK AND GO 1.3 MILES, TAKE RIGHT
 GN0635'FORK AND GO 3.0 MILES, TAKE RIGHT FORK AND GO 0.5 MILE, TURN
 GN0635'LEFT AND GO E 1.9 MILES TO TOP OF MESA, TAKE LEFT FORK AND
 GN0635'GO 0.8 MILE TO WHERE ROAD COMES UP OVER RIDGE, TAKE RIGHT
 GN0635'FORK (DIM ROAD) AND GO 0.1 MILE TO STATION SITE.  STATION
 GN0635'IS ON THE HIGHEST POINT, 35 YARDS S OF ROAD, AND 25 YARDS
 GN0635'E AND N OF WHERE RIDGE BREAKS OFF TO THE W AND S.
 GN0635
 GN0635                          STATION RECOVERY (1945)
 GN0635
 GN0635'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (RAM)
 GN0635'STATION IS ABOUT 25 MILES (AIR LINE) SE OF FARMINGTON AND IS
 GN0635'ABOUT 20 MILES (AIR LINE) N OF PUEBLO BONITO.  IT IS ON THE
 GN0635'HIGHEST POINT OF A LOW RIDGE, WITH LOWER COUNTRY TO THE W
 GN0635'AND SLIGHTLY LOWER COUNTRY TO THE E ABOUT 2 MILES.  IT IS ABOUT
 GN0635'0.8 MILE W OF THE STANDARD CORNER OF SECS. 31 AND 36, T. 25 N.,
 GN0635'RS. 10 AND 11 W.
 GN0635'
 GN0635'TO REACH STATION FROM THE JUNCTION OF STATE HIGHWAYS 44 AND 17
 GN0635'IN BLOOMFIELD, GO S ACROSS THE STEEL BRIDGE OVER THE SAN JUAN
 GN0635'RIVER TOWARD CUBA FOR 23.7 MILES TO THE HUERFANO TRADING POST.
 GN0635'GO STRAIGHT AHEAD FOR 0.1 MILE TO A BLADED ROAD RIGHT.  HERE
 GN0635'TURN RIGHT OF W ON THE BLADED ROAD FOR 1.4 MILES TO A STONE
 GN0635'HOUSE ON THE RIGHT AND A CROSS ROAD.  HERE GO STRAIGHT AHEAD
 GN0635'FOR 5.2 MILES TO A TRACK ROAD LEADING LEFT.  CONTINUE ON THE
 GN0635'RIGHT FORK FOR 0.2 MILE JUST PAST A COUPLE OF DIM TRACK ROADS
 GN0635'LEADING OFF TO THE RIGHT.  HERE TURN OR NW CROSS COUNTRY
 GN0635'FOR ABOUT 150 FEET TO THE HIGHEST POINT OF THE RIDGE AND THE
 GN0635'END OF TRUCK TRAVEL AND THE STATION.
 GN0635'
 GN0635'STATION MARK IS A BRONZE STATION DISK STAMPED CARSON 1931 1934
 GN0635'AND IS SET IN A SQUARE CONCRETE POST PROJECTING 3 INCHES ABOVE
 GN0635'THE GROUND.  IT IS 181 FEET NNW OF THE BLADED ROAD PASSING
 GN0635'THE STATION SITE.
 GN0635'
 GN0635'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK STAMPED CARSON
 GN0635'NO 1 1931 1934 AND IS SET IN A SQUARE CONCRETE POST PROJECTING
 GN0635'2 INCHES ABOVE THE GROUND.  IT IS S OF THE STATION AND ABOUT
 GN0635'10 INCHES LOWER.
 GN0635'
 GN0635'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK STAMPED CARSON
 GN0635'NO 2 1931 1934 AND IS SET IN A SQUARE CONCRETE POST PROJECTING
 GN0635'2 INCHES ABOVE THE GROUND.  IT IS W OF THE STATION AND AT
 GN0635'ABOUT THE SAME LEVEL.
 GN0635'
 GN0635'AZIMUTH MARK IS A BRONZE AZIMUTH DISK STAMPED CARSON 1945 AND
 GN0635'IS SET IN A BOULDER FLUSH WITH THE GROUND.  IT IS 50 YARDS ENE
 GN0635'OF AN INDIAN HOGAN AND IS 5 FEET NE OF A 2-FOOT CAIRN.  TO
 GN0635'REACH FROM THE STATION, GO NW FOR ABOUT 0.1 MILE TO A DIM-TRACK
 GN0635'ROAD FORK.  FOLLOW THE MAIN-TRAVELED ROAD W FOR 0.5 MILE TO A
 GN0635'FORK.  TAKE THE RIGHT FORK AND GO 0.1 MILE TO A FORK.  TAKE
 GN0635'THE RIGHT FORK AND GO 100 YARDS TO AN INDIAN HOGAN.
 GN0635'
 GN0635'THE DATE 1931 STAMPED ON THE STATION AND THE TWO REFERENCE
 GN0635'MARKS IS BELIEVED TO APPLY TO A FORMER G.L.O. MARK SET ON THIS
 GN0635'SITE.
 GN0635'
 GN0635'THE DISCREPANCY BETWEEN THE PUBLISHED MEASUREMENTS OF THE
 GN0635'REFERENCE MARKS AND THOSE OBTAINED BELOW HAS BEEN NOTED AND
 GN0635'CHECKED.
 GN0635
 GN0635                          STATION RECOVERY (1966)
 GN0635
 GN0635'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966 (JTD)
 GN0635'OLD USC AND GS STATION.  THE STA. MARK AND REFERENCE MARKS WERE
 GN0635'FOUND AS DESCRIBED IN 1945 AND IN GOOD CONDITION.  THE FOLLOWING
 GN0635'IS A NEW ROUTE DESC. TO THE STA.  TO REACH THE STA. FROM THE
 GN0635'HUERFANO TRADING POST, GO SE ON STATE HWY. 44 0.05 MI. TO A
 GN0635'DIRT RD. ON THE RIGHT.  TURN RIGHT (WEST) AND FOLLOW MAIN DIRT
 GN0635'ROAD FOR 1.7 MI. TO A RD. FORK, THENCE RIGHT (WEST) FOR 2.1
 GN0635'MI. TO A RD. FORK, THENCE RIGHT (WEST) FOR 1.3 MI. TO A CROSS
 GN0635'ROADS.  CONTINUE ON WEST FOR 2.2 MI. TO A RD. FORK, THENCE
 GN0635'LEFT FOR 0.05 MI. TO A ROAD FORK, THENCE RIGHT FOR 0.05 MI. TO
 GN0635'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0796 ***********************************************************************
 CW0796  DESIGNATION -  CARSON SEEP
 CW0796  PID         -  CW0796
 CW0796  STATE/COUNTY-  NM/EDDY
 CW0796  USGS QUAD   -  QUEEN (1979)
 CW0796
 CW0796                         *CURRENT SURVEY CONTROL
 CW0796  ___________________________________________________________________
 CW0796* NAD 83(1992)-  32 08 33.37045(N)    104 43 49.02935(W)     ADJUSTED  
 CW0796* NAVD 88     -      1953.     (meters)    6407.     (feet)  VERTCON   
 CW0796  ___________________________________________________________________
 CW0796  LAPLACE CORR-          -5.74  (seconds)                    DEFLEC99
 CW0796  GEOID HEIGHT-         -22.40  (meters)                     GEOID03
 CW0796
 CW0796  HORZ ORDER  -  THIRD
 CW0796
 CW0796.The horizontal coordinates were established by classical geodetic methods
 CW0796.and adjusted by the National Geodetic Survey in December 1993..
 CW0796
 CW0796.The NAVD 88 height was computed by applying the VERTCON shift value to
 CW0796.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CW0796
 CW0796.The Laplace correction was computed from DEFLEC99 derived deflections.
 CW0796
 CW0796.The geoid height was determined by GEOID03.
 CW0796
 CW0796;                    North         East     Units Scale Factor Converg.
 CW0796;SPC NM E     -   126,748.569   127,552.146   MT  0.99992638   -0 12 40.3
 CW0796;SPC NM E     -   415,840.93    418,477.33   sFT  0.99992638   -0 12 40.3
 CW0796;UTM  13      - 3,556,274.180   525,436.468   MT  0.99960798   +0 08 36.6
 CW0796
 CW0796!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CW0796!SPC NM E     -   0.99969701  x   0.99992638  =   0.99962341
 CW0796!UTM  13      -   0.99969701  x   0.99960798  =   0.99930511
 CW0796
 CW0796:                Primary Azimuth Mark                     Grid Az
 CW0796:SPC NM E     -  TRAIL                                    134 21 21.1
 CW0796:UTM  13      -  TRAIL                                    134 00 04.2
 CW0796
 CW0796|---------------------------------------------------------------------|
 CW0796| PID    Reference Object                     Distance      Geod. Az  |
 CW0796|                                                           dddmmss.s |
 CW0796| CW0792 TRAIL                               APPROX. 5.5 KM 1340840.8 |
 CW0796|---------------------------------------------------------------------|
 CW0796
 CW0796                          SUPERSEDED SURVEY CONTROL
 CW0796
 CW0796  NAD 83(1986)-  32 08 33.37206(N)    104 43 49.02761(W) AD(       ) 3
 CW0796  NAD 27      -  32 08 32.97223(N)    104 43 47.19705(W) AD(       ) 3
 CW0796  NGVD 29 (07/19/86) 1952.     (m)         6404.     (f) VERT ANG       
 CW0796
 CW0796.Superseded values are not recommended for survey control.
 CW0796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0796.See file dsdata.txt to determine how the superseded data were derived.
 CW0796
 CW0796_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SER2543656274(NAD 83)
 CW0796_MARKER: DD = SURVEY DISK
 CW0796_SETTING: 66 = SET IN ROCK OUTCROP
 CW0796_SP_SET: SET IN ROCK OUTCROP
 CW0796_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CW0796+STABILITY: POSITION/ELEVATION WELL
 CW0796
 CW0796  HISTORY     - Date     Condition        Report By
 CW0796  HISTORY     - 1932     MONUMENTED       USGS
 CW0796  HISTORY     - 20010520 POOR             INDIV
 CW0796
 CW0796                          STATION DESCRIPTION
 CW0796
 CW0796'DESCRIBED BY US GEOLOGICAL SURVEY 1932
 CW0796'ON ROUND TOPPED HILL 0.25 MI. NE. OF A SADDLE THROUGH WHICH THE RD.
 CW0796'FROM QUEEN TO CARSON SEEP RANGER STATION PASSES.  ABOUT 0.75 MI. N.
 CW0796'OF CARSON SEEP RANGER STATION.
 CW0796'
 CW0796'STATION MARK--STANDARD TABLET, CEMENTED IN 8 X 10 X 28 IN. ROCK, SET
 CW0796'NEARLY FLUSH WITH THE GROUND, UNDER CENTER OF ROCK CAIRN, AND STAMPED
 CW0796'---R 1932---.
 CW0796'
 CW0796'REFERENCE MARK--STANDARD REFERENCE TABLET, CEMENTED IN ROCK IN PLACE,
 CW0796'38.60 FT. FROM STATION, N 59 DEG 47 MIN W.
 CW0796
 CW0796                          STATION RECOVERY (2001)
 CW0796
 CW0796'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (TAR)
 CW0796'MAIN STATION MARK WAS REMOVED AND THE ROCK IT WAS IN WAS FOUND BROKEN.
 CW0796'THE RM WAS FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0527 ***********************************************************************
 EP0527  DESIGNATION -  CARTER
 EP0527  PID         -  EP0527
 EP0527  STATE/COUNTY-  NM/GUADALUPE
 EP0527  USGS QUAD   -  IMA SW (1968)
 EP0527
 EP0527                         *CURRENT SURVEY CONTROL
 EP0527  ___________________________________________________________________
 EP0527* NAD 83(1992)-  34 47 29.88752(N)    104 09 18.25818(W)     ADJUSTED  
 EP0527* NAVD 88     -      1595.4    (meters)    5234.     (feet)  VERTCON   
 EP0527  ___________________________________________________________________
 EP0527  LAPLACE CORR-           0.10  (seconds)                    DEFLEC99
 EP0527  GEOID HEIGHT-         -23.25  (meters)                     GEOID03
 EP0527
 EP0527  HORZ ORDER  -  SECOND
 EP0527
 EP0527.The horizontal coordinates were established by classical geodetic methods
 EP0527.and adjusted by the National Geodetic Survey in December 1993..
 EP0527
 EP0527.The NAVD 88 height was computed by applying the VERTCON shift value to
 EP0527.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EP0527
 EP0527.The Laplace correction was computed from DEFLEC99 derived deflections.
 EP0527
 EP0527.The geoid height was determined by GEOID03.
 EP0527
 EP0527;                    North         East     Units Scale Factor Converg.
 EP0527;SPC NM E     -   420,479.142   181,312.847   MT  0.99991237   +0 06 06.2
 EP0527;SPC NM E     - 1,379,521.99    594,857.23   sFT  0.99991237   +0 06 06.2
 EP0527;UTM  13      - 3,850,261.841   577,297.025   MT  0.99967364   +0 28 55.7
 EP0527
 EP0527!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EP0527!SPC NM E     -   0.99975327  x   0.99991237  =   0.99966566
 EP0527!UTM  13      -   0.99975327  x   0.99967364  =   0.99942699
 EP0527
 EP0527|---------------------------------------------------------------------|
 EP0527| PID    Reference Object                     Distance      Geod. Az  |
 EP0527|                                                           dddmmss.s |
 EP0527| CJ6828 CARTER RM 1                          17.513 METERS 09646     |
 EP0527| CJ6829 CARTER RM 2                          19.431 METERS 19601     |
 EP0527| EP0525 ANIL                                APPROX. 4.5 KM 2553130.7 |
 EP0527|---------------------------------------------------------------------|
 EP0527
 EP0527                          SUPERSEDED SURVEY CONTROL
 EP0527
 EP0527  NAD 83(1986)-  34 47 29.89455(N)    104 09 18.25185(W) AD(       ) 2
 EP0527  NAD 27      -  34 47 29.67257(N)    104 09 16.34527(W) AD(       ) 2
 EP0527  NGVD 29 (07/19/86) 1594.7    (m)         5232.     (f) VERT ANG       
 EP0527
 EP0527.Superseded values are not recommended for survey control.
 EP0527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EP0527.See file dsdata.txt to determine how the superseded data were derived.
 EP0527
 EP0527_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEU7729750262(NAD 83)
 EP0527_MARKER: DD = SURVEY DISK
 EP0527_SETTING: 0 = UNSPECIFIED SETTING
 EP0527
 EP0527  HISTORY     - Date     Condition        Report By
 EP0527  HISTORY     - 1970     MONUMENTED       USGS
 EP0527
 EP0527                          STATION DESCRIPTION
 EP0527
 EP0527'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (JTD)
 EP0527'THE STATION IS LOCATED SOUTH 85 DEG WEST ABOUT 24 MILES AIRLINE
 EP0527'FROM RAGLAND, NEW MEXICO.  NORTH 56 DEG WEST ABOUT 17.5 MILES
 EP0527'AIRLINE FROM HOUSE, NEW MEXICO.  ABOUT 750 FEET SOUTH OF EAST-WEST
 EP0527'FENCE.  ABOUT 800 FEET EAST OF WEST EDGE OF MESA.  ON LAND OWNED
 EP0527'BY THE CARTER BROTHERS.  5.2 FEET SOUTH-SOUTHEAST OF A USGS
 EP0527'WITNESS SIGN MOUNTED ON A METAL POST.
 EP0527'
 EP0527'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 18 AND 86
 EP0527'IN RAGLAND, NEW MEXICO, GO SOUTH ON STATE HIGHWAY 86 FOR 3.8 MILES
 EP0527'TO THE JUNCTION OF STATE HIGHWAY 156.  THEN WEST ON STATE HIGHWAY
 EP0527'156 FOR 16.0 MILES TO CROSS ROADS, CONTINUE ON WEST ALONG GRADED
 EP0527'ROAD FOR 2.0 MILES TO BEND IN ROAD AND TRACK ROAD LEFT.  THEN
 EP0527'LEFT (WEST) ON TRACK ROAD FOR 1.05 MILES TO GATE, PASS THROUGH GATE
 EP0527'AND TAKE LEFT FORK FOR 0.55 MILE TO GATE.  CONTINUE ON SOUTH FOR
 EP0527'0.45 MILE TO ROAD FORK.  TAKE RIGHT FORK SOUTH FOR 0.6 MILE TO
 EP0527'CATTLE GUARD.  CROSS CATTLE GUARD AND CONTINUE ON SOUTH FOR 1.15
 EP0527'MILES TO CATTLE GUARD, CROSS AND CONTINUE ON SOUTH FOR 1.1 MILES
 EP0527'TO ROAD FORK.  TAKE RIGHT FORK, ACROSS CATTLE GUARD FOR 0.2 MILE
 EP0527'TO ROAD FORK.  TAKE RIGHT FORK NORTH FOR 1.15 MILES TO GATE.  PASS
 EP0527'THROUGH GATE AND CONTINUE ON NORTH FOR 0.75 MILE TO ROAD FORK.  TAKE
 EP0527'RIGHT FORK NORTH FOR 2.2 MILES TO WHERE ROAD REACHES FENCE.  THEN
 EP0527'WEST FOR 0.95 MILE.  AT THIS POINT LEAVE ROAD AND DRIVE SOUTH FOR
 EP0527'0.1 MILE TO STATION SITE.
 EP0527'
 EP0527'STATION MARK IS A USGS BRONZE TABLET SOLDERED TO A COPPER COATED
 EP0527'STEEL ROD DRIVEN TO REFUSAL (7.3 FEET), CENTERED IN AN ORANGEBURG
 EP0527'TILE, 6 INCHES IN DIAMETER, 12 INCHES LONG, FILLED WITH GRAVEL.
 EP0527'THE TABLET IS FLUSH WITH THE GROUND AND IS STAMPED CARTER ET 1970.
 EP0527'
 EP0527'REFERENCE MARK NO. 1 IS A USGS BRONZE REFERENCE MARK TABLET SOLDERED
 EP0527'TO A COPPER COATED STEEL ROD DRIVEN TO A DEPTH OF 10 FEET, CENTERED
 EP0527'IN AN ORANGEBURG TILE, 6 INCHES IN DIAMETER, 12 INCHES LONG, FILLED
 EP0527'WITH GRAVEL.  THE TABLET IS FLUSH WITH THE GROUND AND IS STAMPED
 EP0527'CARTER ET NO. 1 1970.
 EP0527'
 EP0527'REFERENCE MARK NO. 2 IS A USGS BRONZE REFERENCE MARK TABLET SOLDERED
 EP0527'TO A COPPER COATED STEEL ROD DRIVEN TO A DEPTH OF 10 FEET CENTERED
 EP0527'IN AN ORANGEBURG TILE, 6 INCHES IN DIAMETER, 12 INCHES LONG, FILLED
 EP0527'WITH GRAVEL.  THE TABLET IS FLUSH WITH THE GROUND AND IS STAMPED
 EP0527'CARTER ET NO. 2 1970.
 EP0527'
 EP0527'STATION ANIL USC AND GS 1922 IS VISIBLE FROM THE GROUND AT THIS
 EP0527'STATION AND WILL SERVE AS THE AZIMUTH MARK.
 EP0527'
 EP0527'ALL OBSERVATIONS WERE MADE FROM A TOWER 18.00 FEET ABOVE THE TABLET,
 EP0527'WITH THE EXCEPTION OF THE VERTICAL ANGLE OBSERVATION TO STATION ANIL
 EP0527'USC AND GS 1922, WHICH WAS OBSERVED FROM A STANDARD TRIPOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM1049 ***********************************************************************
 FM1049  DESIGNATION -  CARTY
 FM1049  PID         -  FM1049
 FM1049  STATE/COUNTY-  NM/HARDING
 FM1049  USGS QUAD   -  GALLEGOS NE (1969)
 FM1049
 FM1049                         *CURRENT SURVEY CONTROL
 FM1049  ___________________________________________________________________
 FM1049* NAD 83(1992)-  35 44 07.27259(N)    103 36 54.28776(W)     ADJUSTED  
 FM1049* NAVD 88     -      1370.2    (meters)    4495.     (feet)  VERTCON   
 FM1049  ___________________________________________________________________
 FM1049  LAPLACE CORR-          -1.74  (seconds)                    DEFLEC99
 FM1049  GEOID HEIGHT-         -21.72  (meters)                     GEOID03
 FM1049
 FM1049  HORZ ORDER  -  SECOND
 FM1049
 FM1049.The horizontal coordinates were established by classical geodetic methods
 FM1049.and adjusted by the National Geodetic Survey in December 1993..
 FM1049
 FM1049.The NAVD 88 height was computed by applying the VERTCON shift value to
 FM1049.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FM1049
 FM1049.The Laplace correction was computed from DEFLEC99 derived deflections.
 FM1049
 FM1049.The geoid height was determined by GEOID03.
 FM1049
 FM1049;                    North         East     Units Scale Factor Converg.
 FM1049;SPC NM E     -   525,394.186   229,970.694   MT  0.99996109   +0 25 10.2
 FM1049;SPC NM E     - 1,723,730.76    754,495.52   sFT  0.99996109   +0 25 10.2
 FM1049;UTM  13      - 3,955,480.045   625,239.165   MT  0.99979328   +0 48 32.2
 FM1049
 FM1049!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FM1049!SPC NM E     -   0.99978839  x   0.99996109  =   0.99974949
 FM1049!UTM  13      -   0.99978839  x   0.99979328  =   0.99958171
 FM1049
 FM1049|---------------------------------------------------------------------|
 FM1049| PID    Reference Object                     Distance      Geod. Az  |
 FM1049|                                                           dddmmss.s |
 FM1049| CJ6831 CARTY RM 1                            8.708 METERS 06559     |
 FM1049| CJ6830 CARTY AZ MK                                        1920832.2 |
 FM1049| CJ6832 CARTY RM 2                            9.305 METERS 20308     |
 FM1049|---------------------------------------------------------------------|
 FM1049
 FM1049                          SUPERSEDED SURVEY CONTROL
 FM1049
 FM1049  NAD 83(1986)-  35 44 07.28165(N)    103 36 54.28448(W) AD(       ) 2
 FM1049  NAD 27      -  35 44 07.13540(N)    103 36 52.42630(W) AD(       ) 2
 FM1049  NGVD 29 (07/19/86) 1369.6    (m)         4493.     (f) VERT ANG       
 FM1049
 FM1049.Superseded values are not recommended for survey control.
 FM1049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM1049.See file dsdata.txt to determine how the superseded data were derived.
 FM1049
 FM1049_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFV2523955480(NAD 83)
 FM1049_MARKER: DS = TRIANGULATION STATION DISK
 FM1049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM1049
 FM1049  HISTORY     - Date     Condition        Report By
 FM1049  HISTORY     - 1960     MONUMENTED       CGS
 FM1049
 FM1049                          STATION DESCRIPTION
 FM1049
 FM1049'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (HWK)
 FM1049'THE STATION IS APPROXIMATELY 19 MILES EAST AND 2 MILES SOUTH OF
 FM1049'MOSQUERO, 7-1/2 MILES EAST OF STATE HIGHWAY 39, 6-1/2 MILES
 FM1049'SOUTH OF STATE HIGHWAY 65, IN SECTION 2, R 31 E, T 17 N, AND ON
 FM1049'THE PROPERTY OF MR. HOUSTON MC CARTY.
 FM1049'
 FM1049'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 39 AND
 FM1049'65, 10 MILES EAST OF MOSQUERO, GO EAST AND SOUTH ON HIGHWAY 39
 FM1049'FOR 15 MILES TO A STEEL BRIDGE OVER UTE CREEK.  CONTINUE STRAIGHT
 FM1049'AHEAD ON HIGHWAY 39 FOR 0.95 MILE TO A SIDE ROAD ON THE LEFT AND A
 FM1049'MAIL BOX ON THE RIGHT.  TURN LEFT, EAST ON A DIRT ROAD FOR 1.2
 FM1049'MILES TO A CROSSROAD.  TURN LEFT, NORTH, FOR 4.95 MILES TO A
 FM1049'CATTLE GUARD BETWEEN TWO RANCH BUILDING.  CROSS THE CATTLE GUARD
 FM1049'AND GO 0.05 MILE TO A ROAD FORK.  BEAR LEFT, EAST, FOR 0.9
 FM1049'MILE TO A CATTLE GUARD AND ON OLD SCHOOL BUILDING ON THE
 FM1049'LEFT.  CONTINUE EAST AND NORTH FOR 3.5 MILES TO A CATTLE GUARD.
 FM1049'CONTINUE STRAIGHT AHEAD FOR 1.4 MILES TO THE AZIMUTH MARK ON THE
 FM1049'RIGHT.  CONTINUE STRAIGHT AHEAD FOR 0.4 MILE TO THE TOP OF A
 FM1049'SMALL GRADE.  TURN LEFT, LEAVING THE ROAD FOR 0.15 MILE TO THE
 FM1049'TOP OF A SMALL HILL AND THE STATION.
 FM1049'
 FM1049'STATION MARKS ARE STANDARD DISKS STAMPED CARTY 1960.  THE SURFACE
 FM1049'DISK IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.
 FM1049'IT IS 5.2 FEET SOUTH OF A METAL WITNESS POST.  THE UNDERGROUND
 FM1049'DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 36 INCHES BELOW THE
 FM1049'SURFACE OF THE GROUND.
 FM1049'
 FM1049'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED CARTY NO 1 1960,
 FM1049'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.  IT
 FM1049'IS 23.5 FEET NORTH OF THE METAL WITNESS POST.
 FM1049'
 FM1049'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED CARTY NO 2 1960,
 FM1049'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS
 FM1049'35 FEET SOUTH OF THE METAL WITNESS POST.
 FM1049'
 FM1049'AZIMUTH MARK, A STANDARD DISK STAMPED CARTY 1960, IS SET IN A
 FM1049'SQUARE CONCRETE POST WHICH PROJECTS 5 INCHES.  IT IS 32 FEET
 FM1049'EAST OF THE CENTER OF THE DIRT ROAD AND 2.3 FEET NORTHWEST OF A
 FM1049'METAL WITNESS POST.
 FM1049'
 FM1049'NOTE.  REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM1054 ***********************************************************************
 FM1054  DESIGNATION -  CASADOS
 FM1054  PID         -  FM1054
 FM1054  STATE/COUNTY-  NM/HARDING
 FM1054  USGS QUAD   -  BUFFALO SPRINGS (1969)
 FM1054
 FM1054                         *CURRENT SURVEY CONTROL
 FM1054  ___________________________________________________________________
 FM1054* NAD 83(1992)-  35 39 51.50910(N)    103 40 41.11888(W)     ADJUSTED  
 FM1054* NAVD 88     -      1322.9    (meters)    4340.     (feet)  VERTCON   
 FM1054  ___________________________________________________________________
 FM1054  LAPLACE CORR-          -1.94  (seconds)                    DEFLEC99
 FM1054  GEOID HEIGHT-         -21.90  (meters)                     GEOID03
 FM1054
 FM1054  HORZ ORDER  -  THIRD
 FM1054
 FM1054.The horizontal coordinates were established by classical geodetic methods
 FM1054.and adjusted by the National Geodetic Survey in December 1993..
 FM1054
 FM1054.The NAVD 88 height was computed by applying the VERTCON shift value to
 FM1054.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FM1054
 FM1054.The Laplace correction was computed from DEFLEC99 derived deflections.
 FM1054
 FM1054.The geoid height was determined by GEOID03.
 FM1054
 FM1054;                    North         East     Units Scale Factor Converg.
 FM1054;SPC NM E     -   517,472.102   224,323.672   MT  0.99995244   +0 22 55.4
 FM1054;SPC NM E     - 1,697,739.72    735,968.58   sFT  0.99995244   +0 22 55.4
 FM1054;UTM  13      - 3,947,521.162   619,647.036   MT  0.99977640   +0 46 14.9
 FM1054
 FM1054!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FM1054!SPC NM E     -   0.99979584  x   0.99995244  =   0.99974829
 FM1054!UTM  13      -   0.99979584  x   0.99977640  =   0.99957228
 FM1054
 FM1054|---------------------------------------------------------------------|
 FM1054| PID    Reference Object                     Distance      Geod. Az  |
 FM1054|                                                           dddmmss.s |
 FM1054| CJ6834 CASADOS RM 1                          8.077 METERS 00416     |
 FM1054| CJ6833 CASADOS AZ MK                                      0274531.3 |
 FM1054| CJ6835 CASADOS RM 2                          7.885 METERS 17551     |
 FM1054|---------------------------------------------------------------------|
 FM1054
 FM1054                          SUPERSEDED SURVEY CONTROL
 FM1054
 FM1054  NAD 83(1986)-  35 39 51.51813(N)    103 40 41.11536(W) AD(       ) 3
 FM1054  NAD 27      -  35 39 51.36570(N)    103 40 39.24710(W) AD(       ) 3
 FM1054  NGVD 29 (07/19/86) 1322.3    (m)         4338.     (f) VERT ANG       
 FM1054
 FM1054.Superseded values are not recommended for survey control.
 FM1054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM1054.See file dsdata.txt to determine how the superseded data were derived.
 FM1054
 FM1054_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFV1964747521(NAD 83)
 FM1054_MARKER: DS = TRIANGULATION STATION DISK
 FM1054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM1054
 FM1054  HISTORY     - Date     Condition        Report By
 FM1054  HISTORY     - 1960     MONUMENTED       CGS
 FM1054
 FM1054                          STATION DESCRIPTION
 FM1054
 FM1054'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (HWK)
 FM1054'THE STATION IS APPROXIMATELY 17-1/2 MILES SOUTHEAST OF MOSQUERO,
 FM1054'4 MILES NORTH-NORTHEAST OF GALLEGOS AND 3/4 MILE SOUTH OF THE
 FM1054'CASADOS RANCH HEADQUARTERS, IN THE NORTHWEST QUARTER OF SECTION
 FM1054'32, R. 31 E., T. 17 N., ON PROPERTY OWNED BY MR. ABRAN CASADOS AND
 FM1054'SONS.
 FM1054'
 FM1054'TO REACH THE STATION FROM THE POST OFFICE IN MOSQUERO, GO
 FM1054'EASTERLY ON STATE HIGHWAY 39 FOR 10.75 MILES TO THE JUNCTION OF
 FM1054'STATE HIGHWAYS 39 AND 65 AT THE FOOT OF DAVIS HILL.  CONTINUE
 FM1054'SOUTHEAST ON HIGHWAY 39 FOR 15.0 MILES TO A STEEL BRIDGE
 FM1054'OVER UTE CREEK.  CONTINUE ON HIGHWAY 39 FOR 0.95 MILE
 FM1054'TO A SIDE ROAD ON THE LEFT.  TURN LEFT, EAST, CROSSING CATTLE
 FM1054'GUARD AND GO 1.25 MILES TO A CROSSROAD.  TURN LEFT, NORTH, GO 1.6
 FM1054'MILES TO A CATTLE GUARD.  CROSS CATTLE GUARD, GO NORTH ON THE
 FM1054'MAIN ROAD 1.65 MILES TO A CATTLE GUARD AND A WINDMILL ON
 FM1054'THE LEFT.  CROSS THE CATTLE GUARD AND CONTINUE NORTH ON THE
 FM1054'MAIN ROAD FOR 0.9 MILE TO THE STATION ON THE RIGHT.
 FM1054'
 FM1054'STATION MARKS ARE STANDARD DISKS STAMPED CASADOS 1960.  THE
 FM1054'SURFACE DISK IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS
 FM1054'4 INCHES.  IT IS 112 FEET EAST OF A GRADED ROAD, 3 FEET
 FM1054'SOUTHWEST OF A STANDARD METAL WITNESS POST AND 3 FEET
 FM1054'WEST OF A FENCE.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR
 FM1054'MASS OF CONCRETE 36 INCHES BELOW THE SURFACE OF THE GROUND.
 FM1054'
 FM1054'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED CASADOS NO 1
 FM1054'1960, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 5
 FM1054'INCHES.  IT IS 113 FEET EAST OF THE GRADED ROAD, 24 FEET NORTH
 FM1054'OF THE STANDARD METAL WITNESS POST AND 1.5 FEET WEST OF THE
 FM1054'FENCE.
 FM1054'
 FM1054'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED CASADOS NO 2
 FM1054'1960, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4
 FM1054'INCHES.  IT IS 113 FEET EAST OF THE GRADED ROAD, 28.5 FEET SOUTH
 FM1054'OF THE STANDARD METAL WITNESS POST AND 1.5 FEET WEST OF THE
 FM1054'FENCE.
 FM1054'
 FM1054'AZIMUTH MARK, A STANDARD DISK STAMPED CASADOS 1960, IS SET
 FM1054'IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS 2.0
 FM1054'FEET NORTHEAST OF A STANDARD METAL WITNESS POST AND 1.5 FEET
 FM1054'EAST OF A POWER POLE.
 FM1054'
 FM1054'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON THE
 FM1054'GRADED ROAD 0.2 MILE TO A FENCE CORNER ON THE RIGHT.  TURN
 FM1054'RIGHT, EAST, ALONG THE NORTH SIDE OF THE FENCE FOR 0.1 MILE.
 FM1054'TURN LEFT, GO NORTH 0.05 MILE TO A POWER POLE AND THE AZIMUTH
 FM1054'MARK.
 FM1054'
 FM1054'NOTE--REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0769 ***********************************************************************
 GM0769  DESIGNATION -  CASTLE ROCK
 GM0769  PID         -  GM0769
 GM0769  STATE/COUNTY-  NM/COLFAX
 GM0769  USGS QUAD   -  VAN BREMMER PARK (1995)
 GM0769
 GM0769                         *CURRENT SURVEY CONTROL
 GM0769  ___________________________________________________________________
 GM0769* NAD 83(1992)-  36 52 23.08059(N)    105 05 37.58423(W)     ADJUSTED  
 GM0769* NAVD 88     -      2488.20   (+/-2cm)    8163.4    (feet)  VERTCON   
 GM0769  ___________________________________________________________________
 GM0769  LAPLACE CORR-          -7.70  (seconds)                    DEFLEC99
 GM0769  GEOID HEIGHT-         -16.79  (meters)                     GEOID03
 GM0769
 GM0769  HORZ ORDER  -  SECOND
 GM0769  VERT ORDER  -  THIRD ? (See Below)
 GM0769
 GM0769.The horizontal coordinates were established by classical geodetic methods
 GM0769.and adjusted by the National Geodetic Survey in December 1993..
 GM0769
 GM0769.The NAVD 88 height was computed by applying the VERTCON shift value to
 GM0769.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GM0769.The vertical order pertains to the NGVD 29 superseded value.
 GM0769
 GM0769.The Laplace correction was computed from DEFLEC99 derived deflections.
 GM0769
 GM0769.The geoid height was determined by GEOID03.
 GM0769
 GM0769;                    North         East     Units Scale Factor Converg.
 GM0769;SPC NM E     -   651,662.033    97,205.220   MT  0.99996569   -0 27 22.7
 GM0769;SPC NM E     - 2,137,994.52    318,914.13   sFT  0.99996569   -0 27 22.7
 GM0769;UTM  13      - 4,080,796.748   491,642.563   MT  0.99960086   -0 03 22.6
 GM0769
 GM0769!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GM0769!SPC NM E     -   0.99961230  x   0.99996569  =   0.99957800
 GM0769!UTM  13      -   0.99961230  x   0.99960086  =   0.99921332
 GM0769
 GM0769|---------------------------------------------------------------------|
 GM0769| PID    Reference Object                     Distance      Geod. Az  |
 GM0769|                                                           dddmmss.s |
 GM0769| CM8619 CASTLE ROCK RM 1                     14.355 METERS 22638     |
 GM0769| CM8618 CASTLE ROCK AZ MK                                  2965700.1 |
 GM0769| CM8620 CASTLE ROCK RM 2                      6.947 METERS 31138     |
 GM0769|---------------------------------------------------------------------|
 GM0769
 GM0769                          SUPERSEDED SURVEY CONTROL
 GM0769
 GM0769  NAD 83(1992)-  36 52 23.08546(N)    105 05 37.58747(W) AD(       ) 2
 GM0769  NAD 83(1986)-  36 52 23.08806(N)    105 05 37.58714(W) AD(       ) 2
 GM0769  NAD 27      -  36 52 22.98200(N)    105 05 35.58500(W) AD(       ) 2
 GM0769  NGVD 29 (07/19/86) 2486.94   (m)         8159.2    (f) LEVELING    3  
 GM0769
 GM0769.Superseded values are not recommended for survey control.
 GM0769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0769.See file dsdata.txt to determine how the superseded data were derived.
 GM0769
 GM0769_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDA9164380797(NAD 83)
 GM0769_MARKER: DS = TRIANGULATION STATION DISK
 GM0769_SETTING: 80 = SET IN A BOULDER
 GM0769_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 GM0769
 GM0769  HISTORY     - Date     Condition        Report By
 GM0769  HISTORY     - 1945     MONUMENTED       CGS
 GM0769  HISTORY     - 1950     GOOD             CGS
 GM0769  HISTORY     - 1954     GOOD             LOCSUR
 GM0769  HISTORY     - 1963     GOOD             CGS
 GM0769
 GM0769                          STATION DESCRIPTION
 GM0769
 GM0769'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (RAM)
 GM0769'STATION IS LOCATED ON THE FIRST LOW KNOLL RISING OUT OF
 GM0769'THE MEADOW TO THE ESE OF A GROUP OF ROCKS LOCALLY KNOWN AS
 GM0769'CASTLE ROCK.  IN APPROXIMATE AIR LINE DISTANCES IT IS, 18
 GM0769'MILES NW OF DAWSON, 13 MILES SSW OF TERCIO, COLORADO, AND
 GM0769'4 MILES WSW OF VERMEJO PARK.
 GM0769'
 GM0769'TO REACH THE STATION FROM THE IRON GATE LEADING INTO THE
 GM0769'VERMEJO PARK POST OFFICE, GO W ON A BLADED ROAD FOR 4.4 MILES
 GM0769'TO A FORK.  TAKE THE LEFT FORK AND GO 1.8 MILES TO ANOTHER
 GM0769'FORK.  TAKE ANOTHER LEFT FORK AND GO 0.5 MILE TO WHERE YOU
 GM0769'PASS THROUGH THE FIRST OF TWO GATES 0.1 MILE APART.  PASS
 GM0769'THROUGH THE TWO GATES GOING 0.2 MILE.  HERE THE STATION
 GM0769'CAN BE SEEN ON THE SMALL KNOLL TO THE LEFT.  LEAVE THE ROAD
 GM0769'AND GO CROSS COUNTRY TO THE TOP OF THE KNOLL, THE END OF
 GM0769'TRUCK TRAVEL, AND THE STATION.  THE AZIMUTH MARK MAY BE
 GM0769'REACHED BY LEAVING THE ROAD TO THE RIGHT AND TRAVELING TO
 GM0769'THE N END OF CASTLE ROCK.
 GM0769'
 GM0769'STATION MARK IS A BRONZE STATION DISK SET IN A BOULDER FLUSH
 GM0769'WITH THE SURROUNDING SURFACE.  IT IS LOCATED ABOUT 100 YARDS
 GM0769'SE OF THE ROAD AND 54 FEET S OF A 3-FOOT ROCK CAIRN ON THE
 GM0769'HIGHEST POINT OF THE KNOLL.  DISK IS STAMPED CASTLE ROCK 1945.
 GM0769'
 GM0769'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A BOULDER
 GM0769'WHICH PROJECTS AN INCH ABOVE THE SURROUNDING SURFACE AND IS
 GM0769'ABOUT 2 FEET LOWER THAN THE STATION.  IT IS LOCATED SW OF THE
 GM0769'STATION.  DISK IS STAMPED CASTLE ROCK 1945 NO 1.
 GM0769'
 GM0769'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A BOULDER
 GM0769'FLUSH WITH THE SURROUNDING SURFACE AND IS ABOUT A FOOT LOWER
 GM0769'THAN THE STATION.  IT IS LOCATED NW OF THE STATION.  DISK
 GM0769'IS STAMPED CASTLE ROCK 1945 NO 2.
 GM0769'
 GM0769'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN A BOULDER WHICH
 GM0769'PROJECTS 5 FEET ABOVE THE SURROUNDING SURFACE.  IT IS LOCATED
 GM0769'1/2 MILE WNW OF THE STATION, 45 YARDS NE OF THE N END OF
 GM0769'CASTLE ROCK, 4 FEET NE OF A 1-1/2-FOOT ROCK CAIRN, AND 1 FOOT
 GM0769'ENE OF AN 8-INCH IN DIAMETER AND 8-INCH DEEP POT HOLE IN THE
 GM0769'ROCK.  DISK IS STAMPED CASTLE ROCK 1945.
 GM0769'
 GM0769'HEIGHT OF LIGHT ABOVE STATION MARK - 1.3 METERS.
 GM0769
 GM0769                          STATION RECOVERY (1950)
 GM0769
 GM0769'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (JNV)
 GM0769'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 GM0769
 GM0769                          STATION RECOVERY (1954)
 GM0769
 GM0769'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1954 (MB)
 GM0769'RECOVERED BY M. BAKER JR. INC.
 GM0769'
 GM0769'ALL MARKS WERE FOUND IN GOOD CONDITION AS DESCRIBED.
 GM0769
 GM0769                          STATION RECOVERY (1963)
 GM0769
 GM0769'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CKP)
 GM0769'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 GM0769'FOUND IN GOOD CONDITION.  THE TO REACH FOR THE STATION IS
 GM0769'ADEQUATE.  THIS STATION WAS VISITED BY ASTRONOMIC PARTY C-621.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ1075 ***********************************************************************
 EQ1075  DESIGNATION -  CATO
 EQ1075  PID         -  EQ1075
 EQ1075  STATE/COUNTY-  NM/CIBOLA
 EQ1075  USGS QUAD   -  LOS PILARES (1961)
 EQ1075
 EQ1075                         *CURRENT SURVEY CONTROL
 EQ1075  ___________________________________________________________________
 EQ1075* NAD 83(1992)-  34 54 35.16013(N)    107 47 46.36493(W)     ADJUSTED  
 EQ1075* NAVD 88     -      2522.3    (meters)    8275.     (feet)  VERTCON   
 EQ1075  ___________________________________________________________________
 EQ1075  LAPLACE CORR-           0.91  (seconds)                    DEFLEC99
 EQ1075  GEOID HEIGHT-         -20.68  (meters)                     GEOID03
 EQ1075
 EQ1075  HORZ ORDER  -  THIRD
 EQ1075
 EQ1075.The horizontal coordinates were established by classical geodetic methods
 EQ1075.and adjusted by the National Geodetic Survey in December 1993..
 EQ1075
 EQ1075.The NAVD 88 height was computed by applying the VERTCON shift value to
 EQ1075.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EQ1075
 EQ1075.The Laplace correction was computed from DEFLEC99 derived deflections.
 EQ1075
 EQ1075.The geoid height was determined by GEOID03.
 EQ1075
 EQ1075;                    North         East     Units Scale Factor Converg.
 EQ1075;SPC NM W     -   433,572.614   833,392.128   MT  0.99991681   +0 01 16.5
 EQ1075;SPC NM W     - 1,422,479.48  2,734,220.67   sFT  0.99991681   +0 01 16.5
 EQ1075;UTM  13      - 3,866,605.895   244,525.927   MT  1.00040448   -1 36 04.0
 EQ1075
 EQ1075!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EQ1075!SPC NM W     -   0.99960747  x   0.99991681  =   0.99952432
 EQ1075!UTM  13      -   0.99960747  x   1.00040448  =   1.00001180
 EQ1075
 EQ1075:                Primary Azimuth Mark                     Grid Az
 EQ1075:SPC NM W     -  LOMA                                     038 29 50.9
 EQ1075:UTM  13      -  LOMA                                     040 07 11.4
 EQ1075
 EQ1075|---------------------------------------------------------------------|
 EQ1075| PID    Reference Object                     Distance      Geod. Az  |
 EQ1075|                                                           dddmmss.s |
 EQ1075| EQ1056 LOMA                                APPROX. 7.0 KM 0383107.4 |
 EQ1075|---------------------------------------------------------------------|
 EQ1075
 EQ1075                          SUPERSEDED SURVEY CONTROL
 EQ1075
 EQ1075  NAD 83(1986)-  34 54 35.16171(N)    107 47 46.36614(W) AD(       ) 3
 EQ1075  NGVD 29 (04/24/90) 2521.2    (m)         8272.     (f) VERT ANG       
 EQ1075
 EQ1075.Superseded values are not recommended for survey control.
 EQ1075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ1075.See file dsdata.txt to determine how the superseded data were derived.
 EQ1075
 EQ1075_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBU4452666606(NAD 83)
 EQ1075_MARKER: DS = TRIANGULATION STATION DISK
 EQ1075_SETTING: 0 = UNSPECIFIED SETTING
 EQ1075_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EQ1075
 EQ1075  HISTORY     - Date     Condition        Report By
 EQ1075  HISTORY     - 1959     MONUMENTED       USGS
 EQ1075
 EQ1075                          STATION DESCRIPTION
 EQ1075
 EQ1075'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 EQ1075'LOCATED ABOUT 13.0 MI. (AIRLINE) S. OF U.S. HIGHWAY 66 AND ABOUT 4.0
 EQ1075'MI. (AIRLINE) E. OF STATE ROAD 117, ON THE NW. END OF A LARGE MESA
 EQ1075'AND ON HIGHEST PART OF A PROMINENT TOP.
 EQ1075'
 EQ1075'TO REACH FROM POST OFFICE AT GRANTS, NEW MEXICO, GO SE. ALONG U.S.
 EQ1075'HIGHWAY 66 12.1 MI. TO AN ASPHALT RD., TURN RIGHT (S.) ON ASPHALT RD.
 EQ1075'AND GO 1.4 MI. TO A GRADED RD., TURN RIGHT ON GRADED RD., GO 12.7 MI.
 EQ1075'TO A CROSSROAD JUST N. OF THE ACOMA INDIAN PUEBLO, TURN RIGHT (W.),
 EQ1075'GO 12.9 MI. SW. ALONG ACOMA CREEK TO HEAD OF SPIDER CANYON AND A
 EQ1075'THREE WAY RD. FORK, TAKE RIGHT FORK, 0.6 MI. TO A WOODEN CULVERT, GO
 EQ1075'RIGHT (N.) 1.2 MI. ALONG MAIN TRAVELED RD. TO A Y-RD., TAKE LEFT
 EQ1075'FORK AND GO 1.4 MI. TO A Y-RD., TAKE LEFT FORK AND GO 1.6 MI. TO A
 EQ1075'Y-RD., TAKE RIGHT FORK, GO 2.3 MI. TO A POINT DUE E. OF STATION,
 EQ1075'TURN LEFT CROSS COUNTRY ABOUT 1.0 MI. TO BASE OF PROMINENT HILL AND
 EQ1075'STATION SITE.  A 5 MINUTE PACK TO HIGHEST POINT AND STATION.
 EQ1075'
 EQ1075'STATION MARK--STANDARD TABLET STAMPED---CATO 1959---, CEMENTED IN
 EQ1075'SOLID ROCK.
 EQ1075'
 EQ1075'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS1243 ***********************************************************************
 DS1243  DESIGNATION -  CATTLE
 DS1243  PID         -  DS1243
 DS1243  STATE/COUNTY-  NM/SIERRA
 DS1243  USGS QUAD   -  SHANNON CANYON NW (1981)
 DS1243
 DS1243                         *CURRENT SURVEY CONTROL
 DS1243  ___________________________________________________________________
 DS1243* NAD 83(1992)-  33 12 45.59360(N)    106 54 00.60951(W)     ADJUSTED  
 DS1243* NAVD 88     -      1565.5    (meters)    5136.     (feet)  VERTCON   
 DS1243  ___________________________________________________________________
 DS1243  LAPLACE CORR-           4.45  (seconds)                    DEFLEC99
 DS1243  GEOID HEIGHT-         -22.57  (meters)                     GEOID03
 DS1243
 DS1243  HORZ ORDER  -  THIRD
 DS1243
 DS1243.The horizontal coordinates were established by classical geodetic methods
 DS1243.and adjusted by the National Geodetic Survey in December 1993..
 DS1243
 DS1243.The NAVD 88 height was computed by applying the VERTCON shift value to
 DS1243.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DS1243
 DS1243.The Laplace correction was computed from DEFLEC99 derived deflections.
 DS1243
 DS1243.The geoid height was determined by GEOID03.
 DS1243
 DS1243;                    North         East     Units Scale Factor Converg.
 DS1243;SPC NM W     -   245,727.209   916,991.665   MT  1.00000994   +0 30 40.2
 DS1243;SPC NM W     -   806,190.02  3,008,496.82   sFT  1.00000994   +0 30 40.2
 DS1243;UTM  13      - 3,676,472.247   322,908.079   MT  0.99998668   -1 02 27.9
 DS1243
 DS1243!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS1243!SPC NM W     -   0.99975783  x   1.00000994  =   0.99976776
 DS1243!UTM  13      -   0.99975783  x   0.99998668  =   0.99974451
 DS1243
 DS1243:                Primary Azimuth Mark                     Grid Az
 DS1243:SPC NM W     -  CATTLE AZ MK                             069 06 24.0
 DS1243:UTM  13      -  CATTLE AZ MK                             070 39 32.1
 DS1243
 DS1243|---------------------------------------------------------------------|
 DS1243| PID    Reference Object                     Distance      Geod. Az  |
 DS1243|                                                           dddmmss.s |
 DS1243| CD1753 CATTLE AZ MK                                       0693704.2 |
 DS1243| CD1754 CATTLE RM 1                          12.926 METERS 07520     |
 DS1243| CD1755 CATTLE RM 2                          10.952 METERS 17218     |
 DS1243|---------------------------------------------------------------------|
 DS1243
 DS1243                          SUPERSEDED SURVEY CONTROL
 DS1243
 DS1243  NAD 83(1986)-  33 12 45.60099(N)    106 54 00.61343(W) AD(       ) 3
 DS1243  NAD 27      -  33 12 45.33075(N)    106 53 58.54432(W) AD(       ) 3
 DS1243  NGVD 29 (07/19/86) 1564.8    (m)         5134.     (f) VERT ANG       
 DS1243
 DS1243.Superseded values are not recommended for survey control.
 DS1243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS1243.See file dsdata.txt to determine how the superseded data were derived.
 DS1243
 DS1243_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS2290876472(NAD 83)
 DS1243_MARKER: DS = TRIANGULATION STATION DISK
 DS1243_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS1243_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DS1243
 DS1243  HISTORY     - Date     Condition        Report By
 DS1243  HISTORY     - 1966     MONUMENTED       CGS
 DS1243  HISTORY     - 1974     GOOD             NGS
 DS1243
 DS1243                          STATION DESCRIPTION
 DS1243
 DS1243'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (ANP)
 DS1243'THE STATION IS LOCATED ABOUT 21-1/2 MILES NORTHEAST OF TRUTH
 DS1243'OR CONSEQUENCES, 8-1/2 MILES NORTHEAST OF ENGLE, 8 MILES EAST
 DS1243'OF THE ATCHISON, TOPEKA AND SANTA FE RAILROAD AND 18 MILES SOUTH
 DS1243'OF THE SOCORRO-SIERRA COUNTY LINE.
 DS1243'
 DS1243'TO REACH THE STATION FROM THE RAILROAD CROSSING IN ENGLE, NEW
 DS1243'MEXICO, GO NORTH ALONG THE EAST SIDE OF THE RAILROAD TRACKS
 DS1243'FOR 0.15 MILE TO A Y-FORK.  TAKE THE RIGHT FORK AND GO
 DS1243'EAST-NORTHEAST ON A GRAVELED ROAD FOR 7.0 MILES TO A POINT
 DS1243'WHERE THE ROAD MAKES A SLIGHT TURN TO THE RIGHT.  CONTINUE
 DS1243'EAST AND EAST-NORTHEAST ON THE GRAVELED ROAD FOR 0.9 MILE TO THE
 DS1243'STATION ON THE LEFT, NORTHWEST SIDE OF THE ROAD.  CONTINUE
 DS1243'EAST-NORTHEAST ON THE GRAVELED ROAD FOR 0.7 MILE TO A CATTLE
 DS1243'GUARD.  CONTINUE EAST-NORTHEAST ON THE GRAVELED ROAD FOR 2.25
 DS1243'MILES TO THE AZIMUTH MARK ON THE RIGHT, SOUTHWEST SIDE OF THE ROAD.
 DS1243'
 DS1243'THE STATION MARK IS A STANDARD DISK, STAMPED CATTLE 1966, SET
 DS1243'IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER,
 DS1243'THAT PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS 79 FEET
 DS1243'NORTHWEST OF THE APPROXIMATE CENTER OF A GRAVELED ROAD, 9.0
 DS1243'FEET SOUTHEAST OF A POWERLINE POLE NUMBERED 91 AND 7.3 FEET
 DS1243'SOUTH OF A METAL WITNESS POST AND SIGN.
 DS1243'
 DS1243'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CATTLE NO 1 1966,
 DS1243'SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER,
 DS1243'THAT PROJECTS 6 INCHES ABOVE THE GROUND.  IT IS 73 FEET
 DS1243'NORTHWEST OF THE APPROXIMATE CENTER OF THE ROAD, 45 FEET
 DS1243'EAST OF THE POWERLINE POLE AND 41.3 FEET EAST OF THE WITNESS POST.
 DS1243'
 DS1243'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED CATTLE NO 2 1966,
 DS1243'SET IN THE TOP OF A ROUND CONCRETE POST, THAT PROJECTS 8
 DS1243'INCHES ABOVE THE GROUND.  IT IS 41 FEET NORTHWEST OF THE
 DS1243'APPROXIMATE CENTER OF THE ROAD 45 FEET SOUTHEAST OF THE
 DS1243'POWERLINE POLE AND 43.3 FEET SOUTH-SOUTHEAST OF THE WITNESS POST.
 DS1243'
 DS1243'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED CATTLE 1966,
 DS1243'SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER,
 DS1243'THAT PROJECTS 6 INCHES ABOVE THE GROUND.  IT IS 50 FEET
 DS1243'SOUTH-SOUTHEAST OF THE APPROXIMATE CENTER OF A GRAVELED ROAD,
 DS1243'3.2 FEET SOUTHWEST OF A METAL WITNESS POST AND SIGN AND 1.5 FEET
 DS1243'NORTH-NORTHWEST OF A WIRE FENCE.
 DS1243
 DS1243                          STATION RECOVERY (1974)
 DS1243
 DS1243'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CWW)
 DS1243'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.  AZIMUTH
 DS1243'MARK NOT SEARCHED FOR.  DESCRIPTION TO REACH STATION IS GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0852 ***********************************************************************
 CW0852  DESIGNATION -  CAUHOPES
 CW0852  PID         -  CW0852
 CW0852  STATE/COUNTY-  NM/CHAVES
 CW0852  USGS QUAD   -  LEWIS PEAK NE (1965)
 CW0852
 CW0852                         *CURRENT SURVEY CONTROL
 CW0852  ___________________________________________________________________
 CW0852* NAD 83(1992)-  32 43 55.52202(N)    105 00 42.10694(W)     ADJUSTED  
 CW0852* NAVD 88     -      1544.05   (+/-2cm)    5065.8    (feet)  VERTCON   
 CW0852  ___________________________________________________________________
 CW0852  LAPLACE CORR-          -4.80  (seconds)                    DEFLEC99
 CW0852  GEOID HEIGHT-         -21.74  (meters)                     GEOID03
 CW0852
 CW0852  HORZ ORDER  -  SECOND
 CW0852  VERT ORDER  -  THIRD ? (See Below)
 CW0852
 CW0852.The horizontal coordinates were established by classical geodetic methods
 CW0852.and adjusted by the National Geodetic Survey in December 1993..
 CW0852
 CW0852.The NAVD 88 height was computed by applying the VERTCON shift value to
 CW0852.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CW0852.The vertical order pertains to the NGVD 29 superseded value.
 CW0852
 CW0852.The Laplace correction was computed from DEFLEC99 derived deflections.
 CW0852
 CW0852.The geoid height was determined by GEOID03.
 CW0852
 CW0852;                    North         East     Units Scale Factor Converg.
 CW0852;SPC NM E     -   192,247.947   101,419.050   MT  0.99995892   -0 22 00.5
 CW0852;SPC NM E     -   630,733.47    332,739.00   sFT  0.99995892   -0 22 00.5
 CW0852;UTM  13      - 3,621,587.053   498,904.083   MT  0.99960001   -0 00 22.8
 CW0852
 CW0852!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CW0852!SPC NM E     -   0.99976105  x   0.99995892  =   0.99971998
 CW0852!UTM  13      -   0.99976105  x   0.99960001  =   0.99936115
 CW0852
 CW0852|---------------------------------------------------------------------|
 CW0852| PID    Reference Object                     Distance      Geod. Az  |
 CW0852|                                                           dddmmss.s |
 CW0852| CH8552 CAUHOPES RM 1                        16.432 METERS 09130     |
 CW0852| CH8551 CAUHOPES AZ MK                                     1103027.3 |
 CW0852| CH8553 CAUHOPES RM 2                        15.190 METERS 17550     |
 CW0852|---------------------------------------------------------------------|
 CW0852
 CW0852                          SUPERSEDED SURVEY CONTROL
 CW0852
 CW0852  NAD 83(1986)-  32 43 55.52887(N)    105 00 42.10425(W) AD(       ) 2
 CW0852  NAD 27      -  32 43 55.15300(N)    105 00 40.19580(W) AD(       ) 2
 CW0852  NGVD 29 (07/19/86) 1543.43   (m)         5063.7    (f) LEVELING    3  
 CW0852
 CW0852.Superseded values are not recommended for survey control.
 CW0852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0852.See file dsdata.txt to determine how the superseded data were derived.
 CW0852
 CW0852_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDS9890421587(NAD 83)
 CW0852_MARKER: DS = TRIANGULATION STATION DISK
 CW0852_SETTING: 66 = SET IN ROCK OUTCROP
 CW0852_SP_SET: PARTIALLY EXPOSED BEDROCK
 CW0852
 CW0852  HISTORY     - Date     Condition        Report By
 CW0852  HISTORY     - 1943     MONUMENTED       CGS
 CW0852  HISTORY     - 1965     GOOD             USGS
 CW0852
 CW0852                          STATION DESCRIPTION
 CW0852
 CW0852'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (EHB)
 CW0852'STATION IS LOCATED ABOUT 17 MILES WSW OF HOPE, 2 MILES WNW OF
 CW0852'CAUHOPES RANCH HEADQUARTERS, ON TOP OF AN INCONSPICUOUS HILL,
 CW0852'ABOUT 215 FEET NE OF RIDGE ROAD LEADING W FROM THE CAUHOPES RANCH,
 CW0852'NEAR E SIDE SEC. 20, T. 18 S., R. 19 E.
 CW0852'
 CW0852'STATION MARK IS ABOUT 215 FEET NE OF RANCH ROAD, 10 FEET E OF A
 CW0852'4- BY 4-INCH WHITE WITNESS POST.  A BRONZE STATION DISK SET
 CW0852'IN BEDROCK FLUSH WITH THE GROUND.  STAMPED CAUHOPES 1943.
 CW0852'
 CW0852'REFERENCE MARK 1 IS ABOUT 235 FEET N OF THE CENTER LINE OF RANCH
 CW0852'ROAD.  A BRONZE REFERENCE DISK SET IN BEDROCK AND PROJECTING
 CW0852'ABOUT 1 INCH ABOVE THE GROUND.  STAMPED CAUHOPES NO 1 1943.
 CW0852'
 CW0852'REFERENCE MARK 2 IS ABOUT 174 FEET N OF THE CENTER LINE OF RANCH
 CW0852'ROAD.  A BRONZE REFERENCE DISK SET IN BEDROCK AND PROJECTING
 CW0852'ABOUT 1 INCH ABOVE THE GROUND.  STAMPED CAUHOPES NO 2 1943.
 CW0852'
 CW0852'AZIMUTH MARK IS 0.4 MILE ESE FROM THE STATION, ABOUT 300 FEET
 CW0852'NW OF GATE IN FENCE LINE, ABOUT 115 FEET NNE OF THE CENTER LINE
 CW0852'OF RANCH ROAD, ABOUT 3.5 FEET SW OF 4- BY 4-INCH WHITE WITNESS
 CW0852'POST.  A BRONZE AZIMUTH DISK SET IN ROCK FLUSH WITH THE GROUND.
 CW0852'STAMPED CAUHOPES 1943.
 CW0852'
 CW0852'TO REACH STATION FROM HOPE POST OFFICE, GO W ON HIGHWAY 0.2 MILE,
 CW0852'TAKE LEFT FORK AND FOLLOW GRADED ROAD S FOR 3.0 MILES, TURN
 CW0852'RIGHT, FOLLOW GRADED ROAD W 3.0 MILES, THENCE LEFT THROUGH GATE
 CW0852'AND CONTINUE ON MAIN-TRAVELED ROAD 5.4 MILES TO FORKS, TAKE
 CW0852'RIGHT FORK AND FOLLOW THE MAIN ROAD FOR 8.1 MILES W, CROSS WASH
 CW0852'JUST BEYOND WINDMILL, RANCH BUILDINGS ON LEFT, TAKE RIGHT FORK
 CW0852'AND CONTINUE W UP DRAW FOR 1.1 MILES TO THE CAUHOPES RANCH
 CW0852'HEADQUARTERS.  GO THROUGH GATE, TURN SHARP RIGHT THROUGH
 CW0852'SECOND GATE JUST TO RIGHT OF CONCRETE WATER TANK, THENCE LEFT
 CW0852'AND FOLLOW ROAD ALONG RIDGES WNW FOR 1.6 MILES, PASS
 CW0852'THROUGH GATE AND CONTINUE ON ROAD FOR 0.4 MILE, THENCE TURN
 CW0852'RIGHT 0.05 MILE TO TOP OF GRASSY HILL AND STATION.
 CW0852'
 CW0852'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 CW0852
 CW0852                          STATION RECOVERY (1965)
 CW0852
 CW0852'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 CW0852'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0322 ***********************************************************************
 CY0322  DESIGNATION -  CAVOT
 CY0322  PID         -  CY0322
 CY0322  STATE/COUNTY-  NM/HIDALGO
 CY0322  USGS QUAD   -  VANAR (1987)
 CY0322
 CY0322                         *CURRENT SURVEY CONTROL
 CY0322  ___________________________________________________________________
 CY0322* NAD 83(1992)-  32 13 41.77215(N)    109 02 53.15521(W)     ADJUSTED  
 CY0322* NAVD 88     -      1249.020  (meters)    4097.83   (feet)  ADJUSTED  
 CY0322  ___________________________________________________________________
 CY0322  LAPLACE CORR-           4.22  (seconds)                    DEFLEC99
 CY0322  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 CY0322  DYNAMIC HT  -        1247.161 (meters)    4091.73  (feet)  COMP
 CY0322  MODELED GRAV-     979,108.2   (mgal)                       NAVD 88
 CY0322
 CY0322  HORZ ORDER  -  SECOND
 CY0322  VERT ORDER  -  FIRST     CLASS II
 CY0322
 CY0322.The horizontal coordinates were established by classical geodetic methods
 CY0322.and adjusted by the National Geodetic Survey in December 1993..
 CY0322
 CY0322.The orthometric height was determined by differential leveling
 CY0322.and adjusted by the National Geodetic Survey in June 1991..
 CY0322
 CY0322.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY0322
 CY0322.The geoid height was determined by GEOID03.
 CY0322
 CY0322.The dynamic height is computed by dividing the NAVD 88
 CY0322.geopotential number by the normal gravity value computed on the
 CY0322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0322.degrees latitude (g = 980.6199 gals.).
 CY0322
 CY0322.The modeled gravity was interpolated from observed gravity values.
 CY0322
 CY0322;                    North         East     Units Scale Factor Converg.
 CY0322;SPC NM W     -   136,826.700   715,504.118   MT  1.00007828   -0 38 52.4
 CY0322;SPC NM W     -   448,905.60  2,347,449.76   sFT  1.00007828   -0 38 52.4
 CY0322;SPC AZ E     -   136,725.944   318,786.667   MT  1.00003702   +0 35 47.7
 CY0322;SPC AZ E     -   448,575.93  1,045,888.02   iFT  1.00003702   +0 35 47.7
 CY0322;UTM  12      - 3,567,409.310   683,924.737   MT  1.00001718   +1 02 28.4
 CY0322
 CY0322!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY0322!SPC NM W     -   0.99980805  x   1.00007828  =   0.99988631
 CY0322!SPC AZ E     -   0.99980805  x   1.00003702  =   0.99984506
 CY0322!UTM  12      -   0.99980805  x   1.00001718  =   0.99982523
 CY0322
 CY0322:                Primary Azimuth Mark                     Grid Az
 CY0322:SPC NM W     -  84 1/2=CAVOT RM 3                        081 04 32.8
 CY0322:SPC AZ E     -  84 1/2=CAVOT RM 3                        079 49 52.7
 CY0322:UTM  12      -  84 1/2=CAVOT RM 3                        079 23 12.0
 CY0322
 CY0322|---------------------------------------------------------------------|
 CY0322| PID    Reference Object                     Distance      Geod. Az  |
 CY0322|                                                           dddmmss.s |
 CY0322| CY0323 84 1/2=CAVOT RM 3                                  0802540.4 |
 CY0322| CY1138 3210925001                          APPROX. 2.1 KM 1090412.0 |
 CY0322| CY0321 CAVOT RM 1                           20.047 METERS 19842     |
 CY0322| CY0320 CAVOT RM 2                           22.842 METERS 27709     |
 CY0322|---------------------------------------------------------------------|
 CY0322
 CY0322                          SUPERSEDED SURVEY CONTROL
 CY0322
 CY0322  NAD 83(1992)-  32 13 41.77196(N)    109 02 53.15468(W) AD(       ) 2
 CY0322  NAD 83(1986)-  32 13 41.76793(N)    109 02 53.15338(W) AD(       ) 2
 CY0322  NAD 27      -  32 13 41.48600(N)    109 02 50.92600(W) AD(       ) 2
 CY0322  NGVD 29 (??/??/92) 1248.257  (m)         4095.32   (f) ADJ UNCH    1 2
 CY0322
 CY0322.Superseded values are not recommended for survey control.
 CY0322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0322.See file dsdata.txt to determine how the superseded data were derived.
 CY0322
 CY0322_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA8392567409(NAD 83)
 CY0322_MARKER: DS = TRIANGULATION STATION DISK
 CY0322_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0322_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0322_STAMPING: CAVOT 1935
 CY0322_PROJECTION: PROJECTING 12 CENTIMETERS
 CY0322_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0322+STABILITY: SURFACE MOTION
 CY0322
 CY0322  HISTORY     - Date     Condition        Report By
 CY0322  HISTORY     - 1939     MONUMENTED       CGS
 CY0322  HISTORY     - 1948     GOOD             USGS
 CY0322  HISTORY     - 1952     GOOD             CGS
 CY0322  HISTORY     - 1952     GOOD             NGS
 CY0322  HISTORY     - 1958     GOOD             CGS
 CY0322  HISTORY     - 1960     GOOD             CGS
 CY0322  HISTORY     - 1976     GOOD             NGS
 CY0322  HISTORY     - 1976     GOOD             NGS
 CY0322  HISTORY     - 1979     GOOD             NGS
 CY0322
 CY0322                          STATION DESCRIPTION
 CY0322
 CY0322'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FGJ)
 CY0322'STATION IS LOCATED APPROXIMATELY ON THE ARIZONA-NEW MEXICO
 CY0322'STATE LINE, ON THE E SIDE OF THE LORDSBURG TO WILCOX HIGHWAY,
 CY0322'23 MILES WESTERLY BY ROAD FROM LORDSBURG AND 6 MILES WESTERLY
 CY0322'BY ROAD FROM ROAD FORKS, AT THE RAILROAD SIDING OF CAVOT
 CY0322'ON THE SOUTHERN PACIFIC RAILROAD, DIRECTLY W OF THE S SWITCH
 CY0322'OF THE SIDING 12 RAIL LENGTHS FROM MILE POST 1125, AND 7-1/2
 CY0322'RAIL LENGTHS FROM A CONCRETE RAILROAD TELEPHONE BOOTH, 64 PACES
 CY0322'W OF THE CENTER LINE OF THE MAIN LINE TRACKS AND 89-1/2 FEET
 CY0322'W OF THE RAILROAD RIGHT-OF-WAY FENCE.
 CY0322'
 CY0322'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 CY0322'DISKS SET IN CONCRETE.
 CY0322'
 CY0322'THE STATION AND REFERENCE MARKS ARE STAMPED CAVOT 1935, THE
 CY0322'STATION HAVING BEEN BUILT IN THAT YEAR.
 CY0322'
 CY0322'THE AZIMUTH MARK IS A GEODETIC SURVEY BENCH MARK, A BRONZE CAP
 CY0322'ON A SECTION OF 4-INCH PIPE LOCATED ALONG THE RAILROAD
 CY0322'RIGHT-OF-WAY FENCE ABOUT 0.25 MILE DISTANCE.
 CY0322'
 CY0322'THE CONCRETE POST MARKING THE FEDERAL AID PROJECT ROAD
 CY0322'CONSTRUCTION IS LOCATED ON THE NORTHERLY SIDE OF THE HIGHWAY,
 CY0322'BEING A TRIANGULAR SECTION EXTENDING 4 FEET ABOVE GROUND, WITH
 CY0322'12-INCH FACES AND ABOUT 16 INCHES ACROSS THE BACK, MARKED
 CY0322'TO THE ARIZONA SIDE FAP 130 B - STA. 4776 + 70.9 AND TO
 CY0322'THE NEW MEXICO SIDE FAP 184 A - STA. 319 + 84.4.
 CY0322'
 CY0322'THE HIGHWAY MARK IS A SECTION OF RAILROAD RAIL EXTENDING
 CY0322'20 INCHES ABOVE GROUND AND MARKED ON THE FRONT FACING THE
 CY0322'HIGHWAY 4776 + 70.9 ARIZ. - 319 + 84.4 N. M. AND ON THE
 CY0322'BACK SIDE HW-RW STATE.  THE MARK IS 117 FEET FROM REFERENCE
 CY0322'MARK NO. 1, MEASURED WITH A BROKEN TAPE (30 METERS) AND 45.65
 CY0322'FEET FROM THE CONCRETE FAP POST.
 CY0322'
 CY0322'THE STATION MARK PROBABLY IS LOCATED JUST TO THE W OF THE
 CY0322'NEW MEXICO SIDE OF STATE LINE.
 CY0322
 CY0322                          STATION RECOVERY (1948)
 CY0322
 CY0322'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1948
 CY0322'STATION MARK--STANDARD USC AND GS DISK, SET IN TOP OF CONCRETE POST,
 CY0322'PROJECTING 0.7 FT. ABOVE GROUND, AND STAMPED ---CAVOT 1935---.
 CY0322
 CY0322                          STATION RECOVERY (1952)
 CY0322
 CY0322'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (EWR)
 CY0322'STATION IS LOCATED 3.8 MI. W ALONG THE SOUTHERN PACIFIC
 CY0322'RAILROAD FROM THE STATION AT STEINS, ON THE NEW MEXICO-ARIZONA
 CY0322'STATE LINE, 3 POLES E OF MILEPOST 1125, 194 FT. S OF THE S RAIL,
 CY0322'297 FT. N OF THE CENTERLINE OF STATE HIGHWAY 14, AT THE
 CY0322'JUNCTION OF ARIZONA STATE HIGHWAY 86, 9 FT. E OF A FENCE,
 CY0322'AND 3 FT. W OF A WITNESS POST.  IT IS A STANDARD
 CY0322'TRIANGULATION-STATION DISK, STAMPED CAVOT 1935 AND SET IN
 CY0322'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.7 FT. ABOVE
 CY0322'THE GROUND.
 CY0322'
 CY0322'REFERENCE MARK 1 IS 65.5 FT. S OF THE STATION, 259.5 FT. S OF
 CY0322'THE S RAIL, AND 6 FT. E OF A FENCE.  IT IS A STANDARD REFERENCE-MARK
 CY0322'DISK, STAMPED CAVOT NO 1 1935 AND SET IN THE TOP OF A CONCRETE
 CY0322'POST WHICH PROJECTS 0.7 FT. ABOVE THE GROUND.
 CY0322'
 CY0322'REFERENCE MARK 2 IS 75.7 FT. W. OF THE STATION, 196 FT. S OF THE
 CY0322'S RAIL, AND 67 FT. W OF A FENCE.  IT IS A STANDARD REFERENCE-MARK
 CY0322'DISK, STAMPED CAVOT NO2 1935 AND SET IN THE TOP OF A CONCRETE
 CY0322'POST WHICH PROJECTS 0.7 FT. ABOVE THE GROUND.
 CY0322'
 CY0322'BENCH MARK 84-1/2 (U.S.G.S.) IS THE AZIMUTH MARK FOR THIS
 CY0322'STATION.  IT IS 0.3 MI. E OF THE STATION, 0.3 MI. E OF THE
 CY0322'NEW MEXICO-ARIZONA STATE LINE, 158 FT. SE OF THE SE RAIL,
 CY0322'0.1 MI. W OF SEMAPHORE 11254, AND 4 FT. SE OF A WITNESS POST.
 CY0322'IT IS A U.S.G.S. CAP, STAMPED 84-1/2 1907 1935 USC AND GS
 CY0322'R.M. NO 3 AND RIVETED ON THE TOP OF A 3-1/2-IN. IRON PIPE WHICH
 CY0322'PROJECTS 1.8 FT. ABOVE THE GROUND.
 CY0322
 CY0322                          STATION RECOVERY (1952)
 CY0322
 CY0322'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 CY0322'3.8 MI W FROM STEINS.
 CY0322'3.8 MILES WEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATION AT
 CY0322'STEINS, ON THE NEW MEXICO AND ARIZONA STATE LINE, 3 POLES EAST OF
 CY0322'MILEPOST 1125, 194 FEET SOUTH OF THE SOUTH RAIL, 297 FEET NORTH OF THE
 CY0322'CENTER LINE OF STATE HIGHWAY 14, AT A JUNCTION WITH ARIZONA STATE
 CY0322'HIGHWAY 86, 9 FEET EAST OF A FENCE, 3 FEET WEST OF A WITNESS POST, SET
 CY0322'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.7 FOOT ABOVE THE
 CY0322'GROUND.  BENCH MARK 84 1/2 (U.S.G.S.) IS THE AZIMUTH MARK FOR THIS
 CY0322'STATION.
 CY0322
 CY0322                          STATION RECOVERY (1958)
 CY0322
 CY0322'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (GEB)
 CY0322'STATION MARK RECOVERED IN GOOD CONDITION.  REFERENCE MARKS
 CY0322'AND AZIMUTH MARK WERE NOT SEARCHED FOR.  DESCRIPTION IS
 CY0322'ADEQUATE.
 CY0322
 CY0322                          STATION RECOVERY (1960)
 CY0322
 CY0322'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (NES)
 CY0322'ALL MARKS WERE RECOVERED IN GOOD CONDITION AS DESCRIBED.
 CY0322
 CY0322                          STATION RECOVERY (1976)
 CY0322
 CY0322'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 CY0322'STATION RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.  STATION IS
 CY0322'INSIDE A CLEARED FENCED AREA NEAR THE NEW MEXICO-ARIZONA STATE LINE,
 CY0322'3.7 MILES WEST ALONG INTERSTATE HIGHWAY 10 FROM THE STEINS EXIT,
 CY0322'0.45 MILE EAST ALONG INTERSTATE HIGHWAY 10 FROM CAVOT ROAD EXIT,
 CY0322'ABOUT 245 FEET NORTH OF THE SOUTH BOUND LANE OF INTERSTATE HIGHWAY
 CY0322'10, 165 FEET NORTH OF A FENCELINE, 93 FEET EAST OF A FENCELINE AND 4
 CY0322'FEET NORTHEAST OF A METAL WITNESS POST.  A STATION MARK DISK, STAMPED
 CY0322'CAVOT 1935, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTING 6
 CY0322'INCHES.
 CY0322'
 CY0322'REFERENCE MARK 1 DISK IS STAMPED CAVOT NO 1 1935, SET IN THE TOP OF A
 CY0322'SQUARE CONCRETE MONUMENT PROJECTING 6 INCHES.  MARK IS 67 FEET EAST
 CY0322'OF A FENCELINE.
 CY0322'
 CY0322'REFERENCE MARK 2 DISK IS STAMPED CAVOT NO 2 1935, SET IN THE TOP OF A
 CY0322'SQUARE CONCRETE MONUMENT PROJECTING 4 INCHES.  MARK IS 18 FEET EAST
 CY0322'OF A FENCELINE.
 CY0322'
 CY0322'AZIMUTH MARK IS A U.S. GEOLOGICAL BENCH MARK DISK, STAMPED 84-1/2
 CY0322'1907 1935 USC AND GS RM NO 3, RIVETED TO THE TOP OF A 3-1/2 INCH
 CY0322'IRON PIPE PROJECTING ABOUT 20 INCHES.  MARK IS 90 FEET SOUTHEAST OF
 CY0322'THE SOUTHEAST RAIL OF A RAILROAD TRACK, 2 FEET SOUTHWEST OF A
 CY0322'METAL WITNESS POST AND 8 INCHES NORTHWEST OF A FENCELINE, 0.4 MILE
 CY0322'EAST OF STATION MARK.
 CY0322
 CY0322                          STATION RECOVERY (1976)
 CY0322
 CY0322'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CWW)
 CY0322'ALL MARKS WERE RECOVERED IN GOOD CONDITION AS DESCRIBED.
 CY0322
 CY0322                          STATION RECOVERY (1979)
 CY0322
 CY0322'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CY0322'5.8 KILOMETERS (3.6  MILES) WEST  ALONG INTERSTATE 10 FROM THE
 CY0322'STEINS ROAD UNDERPASS AT STEINS, 86.4 METERS (283.5 FEET)NORTH
 CY0322'OF THE CENTERLINE OF THE WEST BOUND LANES OF I-10,
 CY0322'30.35 METERS (99.6 FEET) SOUTH OF THE SOUTH RAILROAD RIGHT-OF-
 CY0322'WAY FENCE, 28.1 METERS (92.2 FEET) EAST OF THE STATE LINE FENCE,
 CY0322'54.9 METERS (180.2 FEET) NORTH OF THE NORTH HIGHWAY RIGHT-OF-
 CY0322'WAY FENCE.
 CY0322'THE MARK IS 1.2 METERS  E FROM A WITNESS POST.
 CY0322'THE MARK IS 1.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0321 ***********************************************************************
 CY0321  DESIGNATION -  CAVOT RM 1
 CY0321  PID         -  CY0321
 CY0321  STATE/COUNTY-  NM/HIDALGO
 CY0321  USGS QUAD   -  VANAR (1987)
 CY0321
 CY0321                         *CURRENT SURVEY CONTROL
 CY0321  ___________________________________________________________________
 CY0321* NAD 83(1986)-  32 13 41.     (N)    109 02 52.     (W)     SCALED    
 CY0321* NAVD 88     -      1248.550  (meters)    4096.28   (feet)  ADJUSTED  
 CY0321  ___________________________________________________________________
 CY0321  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 CY0321  DYNAMIC HT  -        1246.692 (meters)    4090.19  (feet)  COMP
 CY0321  MODELED GRAV-     979,108.1   (mgal)                       NAVD 88
 CY0321
 CY0321  VERT ORDER  -  FIRST     CLASS II
 CY0321
 CY0321.The horizontal coordinates were scaled from a topographic map and have
 CY0321.an estimated accuracy of +/- 6 seconds.
 CY0321
 CY0321.The orthometric height was determined by differential leveling
 CY0321.and adjusted by the National Geodetic Survey in June 1991..
 CY0321
 CY0321.The geoid height was determined by GEOID03.
 CY0321
 CY0321.The dynamic height is computed by dividing the NAVD 88
 CY0321.geopotential number by the normal gravity value computed on the
 CY0321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0321.degrees latitude (g = 980.6199 gals.).
 CY0321
 CY0321.The modeled gravity was interpolated from observed gravity values.
 CY0321
 CY0321;                    North         East    Units  Estimated Accuracy
 CY0321;SPC NM W     -   136,800.      715,530.      MT  (+/- 180 meters Scaled)
 CY0321
 CY0321                          SUPERSEDED SURVEY CONTROL
 CY0321
 CY0321  NGVD 29 (??/??/92) 1247.787  (m)         4093.78   (f) ADJ UNCH    1 2
 CY0321
 CY0321.Superseded values are not recommended for survey control.
 CY0321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0321.See file dsdata.txt to determine how the superseded data were derived.
 CY0321
 CY0321_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA839673(NAD 83)
 CY0321_MARKER: DR = REFERENCE MARK DISK
 CY0321_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0321_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0321_STAMPING: CAVOT NO 1 1935
 CY0321_PROJECTION: PROJECTING 23 CENTIMETERS
 CY0321_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0321+STABILITY: SURFACE MOTION
 CY0321
 CY0321  HISTORY     - Date     Condition        Report By
 CY0321  HISTORY     - 1939     MONUMENTED       CGS
 CY0321  HISTORY     - 1952     GOOD             NGS
 CY0321  HISTORY     - 1979     GOOD             NGS
 CY0321
 CY0321                          STATION DESCRIPTION
 CY0321
 CY0321'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CY0321'3.8 MI W FROM STEINS.
 CY0321'3.8 MILES WEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATION AT
 CY0321'STEINS, 3 POLES EAST OF MILEPOST 1125, 259.5 FEET SOUTH OF THE SOUTH
 CY0321'RAIL, 65.5 FEET SOUTH OF TRIANGULATION STATION CAVOT 1935, 6 FEET EAST
 CY0321'OF A FENCE, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.7 FOOT
 CY0321'ABOVE THE GROUND.
 CY0321
 CY0321                          STATION RECOVERY (1979)
 CY0321
 CY0321'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CY0321'5.8 KILOMETERS (3.6 MILES) WEST ALONG INTERSTATE 10 FROM THE
 CY0321'STEINS ROAD UNDERPASS AT STEINS, 66.4 METERS (217.8 FEET) NORTH
 CY0321'OF THE CENTERLINE OF THE WEST BOUND LANES OF I-10, 50.4 METERS
 CY0321'(165.3 FEET) SOUTH OF THE SOUTH RAILROAD RIGHT-OF-WAY FENCE,
 CY0321'21.64 METERS (71.0 FEET) EAST OF THE STATE LINE FENCE,
 CY0321'34.9 METERS (65.7 FEET) SOUTH OF THE STATION CAVOT.
 CY0321'THE MARK IS 16.2 METERS  S FROM A WITNESS POST.
 CY0321'THE MARK IS 1.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0320 ***********************************************************************
 CY0320  DESIGNATION -  CAVOT RM 2
 CY0320  PID         -  CY0320
 CY0320  STATE/COUNTY-  NM/HIDALGO
 CY0320  USGS QUAD   -  VANAR (1987)
 CY0320
 CY0320                         *CURRENT SURVEY CONTROL
 CY0320  ___________________________________________________________________
 CY0320* NAD 83(1986)-  32 13 41.     (N)    109 02 52.     (W)     SCALED    
 CY0320* NAVD 88     -      1248.882  (meters)    4097.37   (feet)  ADJUSTED  
 CY0320  ___________________________________________________________________
 CY0320  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 CY0320  DYNAMIC HT  -        1247.024 (meters)    4091.28  (feet)  COMP
 CY0320  MODELED GRAV-     979,108.1   (mgal)                       NAVD 88
 CY0320
 CY0320  VERT ORDER  -  FIRST     CLASS II
 CY0320
 CY0320.The horizontal coordinates were scaled from a topographic map and have
 CY0320.an estimated accuracy of +/- 6 seconds.
 CY0320
 CY0320.The orthometric height was determined by differential leveling
 CY0320.and adjusted by the National Geodetic Survey in June 1991..
 CY0320
 CY0320.The geoid height was determined by GEOID03.
 CY0320
 CY0320.The dynamic height is computed by dividing the NAVD 88
 CY0320.geopotential number by the normal gravity value computed on the
 CY0320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0320.degrees latitude (g = 980.6199 gals.).
 CY0320
 CY0320.The modeled gravity was interpolated from observed gravity values.
 CY0320
 CY0320;                    North         East    Units  Estimated Accuracy
 CY0320;SPC NM W     -   136,800.      715,530.      MT  (+/- 180 meters Scaled)
 CY0320
 CY0320                          SUPERSEDED SURVEY CONTROL
 CY0320
 CY0320  NGVD 29 (??/??/92) 1248.119  (m)         4094.87   (f) ADJ UNCH    1 2
 CY0320
 CY0320.Superseded values are not recommended for survey control.
 CY0320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0320.See file dsdata.txt to determine how the superseded data were derived.
 CY0320
 CY0320_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA839673(NAD 83)
 CY0320_MARKER: DR = REFERENCE MARK DISK
 CY0320_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0320_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0320_STAMPING: CAVOT NO 2 1935
 CY0320_PROJECTION: PROJECTING 12 CENTIMETERS
 CY0320_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0320+STABILITY: SURFACE MOTION
 CY0320
 CY0320  HISTORY     - Date     Condition        Report By
 CY0320  HISTORY     - 1939     MONUMENTED       CGS
 CY0320  HISTORY     - 1952     GOOD             NGS
 CY0320  HISTORY     - 1979     GOOD             NGS
 CY0320
 CY0320                          STATION DESCRIPTION
 CY0320
 CY0320'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CY0320'3.8 MI W FROM STEINS.
 CY0320'3.8 MILES WEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATION AT
 CY0320'STEINS, 3 POLES EAST OF MILEPOST 1125, 196 FEET SOUTH OF THE SOUTH
 CY0320'RAIL, 67 FEET WEST OF A FENCE, 75.7 FEET WEST OF TRIANGULATION STATION
 CY0320'CAVOT 1935, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.7 FOOT
 CY0320'ABOVE THE GROUND.
 CY0320
 CY0320                          STATION RECOVERY (1979)
 CY0320
 CY0320'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CY0320'5.8 KILOMETERS (3.6 MILES) WEST ALONG INTERSTATE 10 FROM THE
 CY0320'STEINES ROAD UNDERPASS AT STEINES, AT THE ARIZONA - NEW MEXICO
 CY0320'STATE LINE, 0.2 KILOMETER (0.1 MILE) EAST OF THE SOUTHERN
 CY0320'PACIFIC RAIL ROAD MILEPOST 1125,
 CY0320'84.8 METERS (278.2 FEET) NORTH OF THE CENTERLINE OF THE WEST BOUND
 CY0320'LANES OF I-10, 32.06 METERS (104.9 FEET) SOUTH OF THE SOUTH-RIGHT-
 CY0320'OF WAY FENCE, 22.9 METERS (75.0 FEET) WEST OF THE STATION CAVOT.
 CY0320'THE MARK IS 21.9 METERS  W FROM A WITNESS POST.
 CY0320'THE MARK IS 1.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0785 ***********************************************************************
 CW0785  DESIGNATION -  CAWLEY
 CW0785  PID         -  CW0785
 CW0785  STATE/COUNTY-  NM/EDDY
 CW0785  USGS QUAD   -  CAWLEY DRAW (1978)
 CW0785
 CW0785                         *CURRENT SURVEY CONTROL
 CW0785  ___________________________________________________________________
 CW0785* NAD 83(1992)-  32 23 59.97016(N)    104 40 12.70463(W)     ADJUSTED  
 CW0785* NAVD 88     -      1298.     (meters)    4259.     (feet)  SCALED    
 CW0785  ___________________________________________________________________
 CW0785  LAPLACE CORR-          -5.33  (seconds)                    DEFLEC99
 CW0785  GEOID HEIGHT-         -22.80  (meters)                     GEOID03
 CW0785
 CW0785  HORZ ORDER  -  SECOND
 CW0785
 CW0785.The horizontal coordinates were established by classical geodetic methods
 CW0785.and adjusted by the National Geodetic Survey in December 1993..
 CW0785
 CW0785.The orthometric height was scaled from a topographic map.
 CW0785
 CW0785.The Laplace correction was computed from DEFLEC99 derived deflections.
 CW0785
 CW0785.The geoid height was determined by GEOID03.
 CW0785
 CW0785;                    North         East     Units Scale Factor Converg.
 CW0785;SPC NM E     -   155,269.123   133,310.580   MT  0.99992147   -0 10 49.8
 CW0785;SPC NM E     -   509,412.11    437,369.79   sFT  0.99992147   -0 10 49.8
 CW0785;UTM  13      - 3,584,820.990   531,015.852   MT  0.99961186   +0 10 36.2
 CW0785
 CW0785!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CW0785!SPC NM E     -   0.99979989  x   0.99992147  =   0.99972138
 CW0785!UTM  13      -   0.99979989  x   0.99961186  =   0.99941183
 CW0785
 CW0785|---------------------------------------------------------------------|
 CW0785| PID    Reference Object                     Distance      Geod. Az  |
 CW0785|                                                           dddmmss.s |
 CW0785| CW0786 TARGET POLE                           6.370 METERS 04841     |
 CW0785| CH8557 CAWLEY RM 1                           7.184 METERS 16419     |
 CW0785| CH8558 CAWLEY RM 2                           6.685 METERS 25546     |
 CW0785| CH8556 CAWLEY AZ MK                                       3564714.4 |
 CW0785|---------------------------------------------------------------------|
 CW0785
 CW0785                          SUPERSEDED SURVEY CONTROL
 CW0785
 CW0785  NAD 83(1986)-  32 23 59.97324(N)    104 40 12.70097(W) AD(       ) 2
 CW0785  NAD 27      -  32 23 59.58800(N)    104 40 10.84500(W) AD(       ) 2
 CW0785
 CW0785.Superseded values are not recommended for survey control.
 CW0785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0785.See file dsdata.txt to determine how the superseded data were derived.
 CW0785
 CW0785_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SER3101684821(NAD 83)
 CW0785_MARKER: DD = SURVEY DISK
 CW0785_SETTING: 66 = SET IN ROCK OUTCROP
 CW0785_SP_SET: PARTIALLY EXPOSED BEDROCK
 CW0785
 CW0785  HISTORY     - Date     Condition        Report By
 CW0785  HISTORY     - 1944     MONUMENTED       CGS
 CW0785
 CW0785                          STATION DESCRIPTION
 CW0785
 CW0785'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (EHB)
 CW0785'STATION IS LOCATED ON A LOW HILL ALONG THE S SIDE OF ROCKY
 CW0785'ARROYO, ABOUT 2 MILES SSW OF CAWLEY RANCH HEADQUARTERS.  IT IS
 CW0785'ABOUT 7 MILES W OF THE CARLSBAD-EL PASO GAP HIGHWAY, AND ABOUT
 CW0785'26 MILES DUE W OF CARLSBAD.
 CW0785'
 CW0785'STATION MARK IS 20.9 FEET SW OF A U.S.G.S. TARGET POLE, 6
 CW0785'FEET NW OF A 4- BY 4-INCH WHITE WITNESS POST.  A BRONZE STATION
 CW0785'DISK SET IN BEDROCK PROJECTING ABOUT 1 INCH ABOVE THE SURFACE.
 CW0785'STAMPED CAWLEY 1944.
 CW0785'
 CW0785'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN BEDROCK FLUSH
 CW0785'WITH THE GROUND.  STAMPED CAWLEY NO 1 1944.
 CW0785'
 CW0785'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A BOULDER
 CW0785'PROJECTING ABOUT 3 INCHES ABOVE THE GROUND.  STAMPED CAWLEY NO 2
 CW0785'1944.
 CW0785'
 CW0785'AZIMUTH MARK IS ABOUT 1/4 MILE N OF THE STATION, ABOUT 0.3
 CW0785'MILE NE OF A N-S FENCE LINE, 285 FEET NW OF THE CENTER LINE OF
 CW0785'THE ROAD, AND ABOUT 130 FEET SW OF THE BANK OF A LARGE WASH, 5
 CW0785'FEET SW OF A 4- BY 4-INCH WHITE WITNESS POST.  IT IS A BRONZE
 CW0785'AZIMUTH DISK SET IN A 4-FOOT BOULDER PROJECTING ABOUT 1.5 FEET
 CW0785'ABOVE THE GROUND.  STAMPED CAWLEY 1944.
 CW0785'
 CW0785'TO REACH FROM CARLSBAD, GO N FROM THE COURTHOUSE 12.0 MILES TO
 CW0785'A FILLING STATION ON LEFT AND A SIDE ROAD W TO EL PASO GAP,
 CW0785'TURN LEFT ON THE EL PASO GAP ROAD AND GO 11.0 MILES TO FORKS AND
 CW0785'SIGN CAWLEY RANCH, TAKE RIGHT FORK AS PER SIGN AND PROCEED ALONG
 CW0785'THE MAIN-TRAVELED ROAD NW 2.2 MILES, PASS THROUGH GATE, TAKE LEFT
 CW0785'FORK AND GO W 6.8 MILES TO ANOTHER GATE.  TURN LEFT AFTER
 CW0785'PASSING THROUGH THE GATE AND GO S 1.1 MILES TO THE CAWLEY RANCH.
 CW0785'CONTINUE S ACROSS THE RANCHYARD AN GO THROUGH GATE, CONTINUE S
 CW0785'ALONG THE TRACK ROAD FOR 0.3 MILE, TAKE THE LEFT FORK SE FROM
 CW0785'THE FENCE CORNER AND GO 0.4 MILE TO A DIM TRACK ROAD ON
 CW0785'RIGHT JUST AFTER PASSING THROUGH THE WASH, TURN RIGHT AND GO
 CW0785'SW ACROSS THE FLATS AND ALONG THE S SIDE OF THE MAIN WASH FOR
 CW0785'2.0 MILES TO A POINT ABOUT 0.1 MILE E OF A GATE IN A N-S
 CW0785'FENCE LINE, TURN LEFT OFF THE TRACK ROAD AND CIRCLE AROUND
 CW0785'TO THE LEFT OR SE OF THE HILL TO A POINT WHERE A TRUCK MAY BE
 CW0785'DRIVEN TO TOP OF HILL AND STATION.
 CW0785'
 CW0785'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0048 ***********************************************************************
 ER0048  DESIGNATION -  CC 212
 ER0048  PID         -  ER0048
 ER0048  STATE/COUNTY-  NM/CATRON
 ER0048  USGS QUAD   -  PIE TOWN (1967)
 ER0048
 ER0048                         *CURRENT SURVEY CONTROL
 ER0048  ___________________________________________________________________
 ER0048* NAD 83(1986)-  34 18 38.     (N)    108 09 54.     (W)     SCALED    
 ER0048* NAVD 88     -      2320.850  (meters)    7614.32   (feet)  POSTED    
 ER0048  ___________________________________________________________________
 ER0048  GEOID HEIGHT-         -21.27  (meters)                     GEOID03
 ER0048  DYNAMIC HT  -        2317.210 (meters)    7602.38  (feet)  COMP
 ER0048  MODELED GRAV-     978,982.6   (mgal)                       NAVD 88
 ER0048
 ER0048  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 ER0048
 ER0048.The horizontal coordinates were scaled from a topographic map and have
 ER0048.an estimated accuracy of +/- 6 seconds.
 ER0048
 ER0048.The orthometric height was determined by differential leveling
 ER0048.and adjusted by the National Geodetic Survey in 1992..
 ER0048.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 ER0048.rate of 0.0 thru 1.0 mm/km.
 ER0048
 ER0048.The geoid height was determined by GEOID03.
 ER0048
 ER0048.The dynamic height is computed by dividing the NAVD 88
 ER0048.geopotential number by the normal gravity value computed on the
 ER0048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0048.degrees latitude (g = 980.6199 gals.).
 ER0048
 ER0048.The modeled gravity was interpolated from observed gravity values.
 ER0048
 ER0048;                    North         East    Units  Estimated Accuracy
 ER0048;SPC NM W     -   367,160.      799,470.      MT  (+/- 180 meters Scaled)
 ER0048
 ER0048                          SUPERSEDED SURVEY CONTROL
 ER0048
 ER0048  NGVD 29 (??/??/92) 2319.844  (m)         7611.02   (f) ADJ UNCH    2 0
 ER0048
 ER0048.Superseded values are not recommended for survey control.
 ER0048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0048.See file dsdata.txt to determine how the superseded data were derived.
 ER0048
 ER0048_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYD608002(NAD 83)
 ER0048_MARKER: DB = BENCH MARK DISK
 ER0048_SETTING: 66 = SET IN ROCK OUTCROP
 ER0048_SP_SET: ROCK OUTRCROP
 ER0048_STAMPING: CC 212 1941
 ER0048_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ER0048+STABILITY: POSITION/ELEVATION WELL
 ER0048
 ER0048  HISTORY     - Date     Condition        Report By
 ER0048  HISTORY     - 1941     MONUMENTED       CGS
 ER0048  HISTORY     - 1967     GOOD             USGS
 ER0048
 ER0048                          STATION DESCRIPTION
 ER0048
 ER0048'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 ER0048'IN PIE TOWN.
 ER0048'FROM THE INTERSECTION OF U.S HWY 60 AND STATE HWY.36.  THENCE WEST 1.4
 ER0048'MILES ALONG HWY.60, PASSING THROUGH THE GAP IN THE DIKE, TO THE
 ER0048'JUNCTION OF ABANDONED HWY.60.  THENCE FOLLOW THE ABANDONED HWY. NW
 ER0048'0.25 MILE JUST PASSING THE CREST OF THE HILL.  0.2 MILE NW OF A SMALL
 ER0048'BUILDING ON THE UNDERGROUND TELEPHONE LINE.  ABOUT 45 FEET NE OF THE
 ER0048'CENTERLINE OF THE ABANDONED HWY..  UNDER SOME PINON TREES IN A SMALL
 ER0048'ROCK OUTCROP, ABOUT 4 FEET HIGHER THAN THE ROAD.  STAMPED CC 212 1941.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0431 ***********************************************************************
 GN0431  DESIGNATION -  CEBOLLA
 GN0431  PID         -  GN0431
 GN0431  STATE/COUNTY-  NM/RIO ARRIBA
 GN0431  USGS QUAD   -  CEBOLLA (1995)
 GN0431
 GN0431                         *CURRENT SURVEY CONTROL
 GN0431  ___________________________________________________________________
 GN0431* NAD 83(1992)-  36 32 05.85013(N)    106 28 59.99602(W)     ADJUSTED  
 GN0431* NAVD 88     -      2323.58   (+/-2cm)    7623.3    (feet)  VERTCON   
 GN0431  ___________________________________________________________________
 GN0431  LAPLACE CORR-           8.34  (seconds)                    DEFLEC99
 GN0431  GEOID HEIGHT-         -17.99  (meters)                     GEOID03
 GN0431
 GN0431  HORZ ORDER  -  THIRD
 GN0431  VERT ORDER  -  THIRD ? (See Below)
 GN0431
 GN0431.The horizontal coordinates were established by classical geodetic methods
 GN0431.and adjusted by the National Geodetic Survey in December 1993..
 GN0431
 GN0431.The NAVD 88 height was computed by applying the VERTCON shift value to
 GN0431.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GN0431.The vertical order pertains to the NGVD 29 superseded value.
 GN0431
 GN0431.The Laplace correction was computed from DEFLEC99 derived deflections.
 GN0431
 GN0431.The geoid height was determined by GEOID03.
 GN0431
 GN0431;                    North         East     Units Scale Factor Converg.
 GN0431;SPC NM C     -   613,893.384   479,106.982   MT  0.99990538   -0 08 20.1
 GN0431;SPC NM C     - 2,014,081.88  1,571,870.16   sFT  0.99990538   -0 08 20.1
 GN0431;UTM  13      - 4,044,309.190   367,215.170   MT  0.99981723   -0 52 59.4
 GN0431
 GN0431!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GN0431!SPC NM C     -   0.99963829  x   0.99990538  =   0.99954371
 GN0431!UTM  13      -   0.99963829  x   0.99981723  =   0.99945559
 GN0431
 GN0431|---------------------------------------------------------------------|
 GN0431| PID    Reference Object                     Distance      Geod. Az  |
 GN0431|                                                           dddmmss.s |
 GN0431| CD3216 CEBOLLA RM 1                         15.384 METERS 16920     |
 GN0431| CD3215 CEBOLLA AZ MK                                      1753424.9 |
 GN0431| GN0099 M 53                                 11.280 METERS 26416     |
 GN0431|---------------------------------------------------------------------|
 GN0431
 GN0431                          SUPERSEDED SURVEY CONTROL
 GN0431
 GN0431  NAD 83(1986)-  36 32 05.85188(N)    106 29 00.00205(W) AD(       ) 3
 GN0431  NAD 27      -  36 32 05.79170(N)    106 28 57.88430(W) AD(       ) 3
 GN0431  NGVD 29 (07/19/86) 2322.27   (m)         7619.0    (f) LEVELING    3  
 GN0431
 GN0431.Superseded values are not recommended for survey control.
 GN0431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0431.See file dsdata.txt to determine how the superseded data were derived.
 GN0431
 GN0431_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCA6721544309(NAD 83)
 GN0431_MARKER: DS = TRIANGULATION STATION DISK
 GN0431_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GN0431
 GN0431  HISTORY     - Date     Condition        Report By
 GN0431  HISTORY     - 1961     MONUMENTED       CGS
 GN0431
 GN0431                          STATION DESCRIPTION
 GN0431
 GN0431'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 GN0431'THE STATION IS APPROXIMATELY 0.2 MILE EAST OF THE CEBOLLA
 GN0431'POST OFFICE, IN THE SOUTH EAST EDGE OF THE VILLAGE OF CEBOLLA,
 GN0431'ON PROPERTY OWNED BY MR. PAUL ARCHULETA.
 GN0431'
 GN0431'TO REACH THE STATION FROM THE POST OFFICE IN CEBOLLA, GO SOUTH
 GN0431'ON U.S. HIGHWAY 84 FOR 0.05 MILE TO A DRIVEWAY ENTRANCE TO
 GN0431'A HOUSE ON THE LEFT.  TURN LEFT, PASS THROUGH A GATE AND GO
 GN0431'NORTHEAST (PASSING BETWEEN A HOUSE AND CORRAL) ACROSS PASTURE
 GN0431'FOR 0.15 MILE TO A POLE CORRAL AND THE STATION.
 GN0431'
 GN0431'STATION MARKS ARE STANDARD DISKS STAMPED CEBOLLA 1961.  THE
 GN0431'SURFACE DISK IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS
 GN0431'2 INCHES.  IT IS 36 EAST OF THE SOUTHEAST CORNER OF A POLE
 GN0431'CORRAL, 9 FEET NORTH OF A POWER POLE AND 6 FEET SOUTH OF
 GN0431'A METAL WITNESS POST.  THE UNDERGROUND DISK IS SET IN AN
 GN0431'IRREGULAR MASS OF CONCRETE 32 INCHES BELOW THE SURFACE OF
 GN0431'THE GROUND.
 GN0431'
 GN0431'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED CEBOLLA NO.
 GN0431'1 1961, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 3
 GN0431'INCHES.  IT IS 62 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF
 GN0431'THE CORRAL AND 42 FEET SOUTH OF THE POWER POLE.
 GN0431'
 GN0431'BM M 53 1934 IS A STANDARD BENCH MARK DISK STAMPED M 53 1934,
 GN0431'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 5 INCHES.  IT
 GN0431'IS 91 FEET SOUTH OF THE NORTHEAST CORNER OF THE CORRAL, 40
 GN0431'FEET WEST OF THE POWER POLE AND 3 FEET NORTH OF THE SOUTHEAST
 GN0431'CORNER OF THE CORRAL.
 GN0431'
 GN0431'AZIMUTH MARK IS A STANDARD DISK STAMPED CEBOLLA 1961, SET
 GN0431'IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS
 GN0431'61 FEET EAST OF THE CENTER LINE OF U.S. HIGHWAY 84, 38 FEET
 GN0431'NORTH OF THE CENTER OF A GRAVEL ROAD AND 2.4 FEET NORTH OF
 GN0431'A METAL WITNESS POST.
 GN0431'
 GN0431'TO REACH THE AZIMUTH MARK FROM THE POST OFFICE IN CEBOLLA,
 GN0431'GO SOUTH ON HIGHWAY 84 FOR 0.4 MILE TO A HOUSE ON THE RIGHT,
 GN0431'A SIDE ROAD ON THE LEFT AND THE AZIMUTH MARK ON THE LEFT.
 GN0431'
 GN0431'NOTE--REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0574 ***********************************************************************
 FN0574  DESIGNATION -  CEBOLLA
 FN0574  PID         -  FN0574
 FN0574  STATE/COUNTY-  NM/MORA
 FN0574  USGS QUAD   -  GASCON (1965)
 FN0574
 FN0574                         *CURRENT SURVEY CONTROL
 FN0574  ___________________________________________________________________
 FN0574* NAD 83(1992)-  35 56 15.29198(N)    105 29 35.05144(W)     ADJUSTED  
 FN0574* NAVD 88     -      3622.0    (meters)   11883.     (feet)  VERTCON   
 FN0574  ___________________________________________________________________
 FN0574  LAPLACE CORR-         -12.29  (seconds)                    DEFLEC99
 FN0574  GEOID HEIGHT-         -16.87  (meters)                     GEOID03
 FN0574
 FN0574  HORZ ORDER  -  SECOND
 FN0574
 FN0574.The horizontal coordinates were established by classical geodetic methods
 FN0574.and adjusted by the National Geodetic Survey in December 1993..
 FN0574
 FN0574.The NAVD 88 height was computed by applying the VERTCON shift value to
 FN0574.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FN0574
 FN0574.The Laplace correction was computed from DEFLEC99 derived deflections.
 FN0574
 FN0574.The geoid height was determined by GEOID03.
 FN0574
 FN0574;                    North         East     Units Scale Factor Converg.
 FN0574;SPC NM E     -   548,214.259    60,358.810   MT  1.00004397   -0 40 50.6
 FN0574;SPC NM E     - 1,798,599.61    198,027.20   sFT  1.00004397   -0 40 50.6
 FN0574;UTM  13      - 3,977,137.637   455,525.622   MT  0.99962437   -0 17 21.8
 FN0574
 FN0574!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FN0574!SPC NM E     -   0.99943449  x   1.00004397  =   0.99947843
 FN0574!UTM  13      -   0.99943449  x   0.99962437  =   0.99905907
 FN0574
 FN0574|---------------------------------------------------------------------|
 FN0574| PID    Reference Object                     Distance      Geod. Az  |
 FN0574|                                                           dddmmss.s |
 FN0574| CJ6838 CEBOLLA RM 2                          6.783 METERS 04515     |
 FN0574| CJ6836 CEBOLLA AZ MK                                      2184731.9 |
 FN0574| CJ6837 CEBOLLA RM 1                          7.201 METERS 30746     |
 FN0574|---------------------------------------------------------------------|
 FN0574
 FN0574                          SUPERSEDED SURVEY CONTROL
 FN0574
 FN0574  NAD 83(1986)-  35 56 15.29736(N)    105 29 35.05390(W) AD(       ) 2
 FN0574  NAD 27      -  35 56 15.19340(N)    105 29 32.99590(W) AD(       ) 2
 FN0574  NGVD 29 (07/19/86) 3620.6    (m)        11879.     (f) VERT ANG       
 FN0574
 FN0574.Superseded values are not recommended for survey control.
 FN0574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0574.See file dsdata.txt to determine how the superseded data were derived.
 FN0574
 FN0574_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV5552677138(NAD 83)
 FN0574_MARKER: DS = TRIANGULATION STATION DISK
 FN0574_SETTING: 80 = SET IN A BOULDER
 FN0574_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 FN0574_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FN0574
 FN0574  HISTORY     - Date     Condition        Report By
 FN0574  HISTORY     - 1954     MONUMENTED       CGS
 FN0574  HISTORY     - 1963     GOOD             USGS
 FN0574
 FN0574                          STATION DESCRIPTION
 FN0574
 FN0574'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (WRH)
 FN0574'THE STATION IS LOCATED ON THE HIGHEST POINT OF A HIGH BARE
 FN0574'TOPPED RIDGE.  IT IS ABOUT 28 MILES AIRLINE NORTHWEST OF LAS VEGAS
 FN0574'AND ABOUT 10 MILES AIRLINE WEST-SOUTHWEST OF MORA.
 FN0574'
 FN0574'TO REACH FROM THE U.S. POST OFFICE IN SAPELLO, GO NORTH ON
 FN0574'STATE HIGHWAY 3 FOR 0.3 MILE TO A DIRT CROSS ROAD.  TURN LEFT
 FN0574'ON STATE HIGHWAY 94 AND GO 0.6 MILE TO A FORK.  TAKE THE RIGHT
 FN0574'FORK AND GO 6.2 MILES TO A FORK WHERE STATE HIGHWAY 94 TURNS
 FN0574'RIGHT.  TAKE THE LEFT FORK AND GO 3.6 MILES TO A FORK.
 FN0574'TURN RIGHT ON STATE ROAD 105 AND GO 5.3 MILES TO THE
 FN0574'RUBEN CRUZ RANCH WHERE HORSES CAN BE OBTAINED.  FROM THE CRUZ
 FN0574'RANCH CONTINUE ON HORSEBACK ON THE ROAD FOR ABOUT 0.5 MILE
 FN0574'TO A WIRE GATE ON THE RIGHT.  PASS THROUGH THE GATE AND
 FN0574'FOLLOW THE GASCON TRAIL NORTHWEST AND WEST TO THE SUMMIT OF
 FN0574'THE RIDGE AND THE STATION.
 FN0574'
 FN0574'THE STATION MARK IS A STANDARD DISK STAMPED CEBOLLA 1954,
 FN0574'CEMENTED IN A 10-INCH-SQUARE BOULDER FLUSH WITH THE GROUND.  IT
 FN0574'IS 11.9 FEET EAST OF A 3-FOOT CAIRN.
 FN0574'
 FN0574'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED CEBOLLA
 FN0574'NO 1 1954, CEMENTED IN A DRILL HOLE IN AN 8-INCH-SQUARE BOULDER
 FN0574'FLUSH WITH THE GROUND.  IT IS 13.0 FEET NORTH-NORTHWEST OF THE
 FN0574'CAIRN AND ABOUT 1 FOOT LOWER THAN THE STATION.
 FN0574'
 FN0574'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED CEBOLLA NO
 FN0574'2 1954, CEMENTED IN A DRILL HOLE IN A 6-INCH-SQUARE BOULDER
 FN0574'THAT PROJECTS 2 INCHES.  IT IS 30 FEET EAST-NORTHEAST OF THE
 FN0574'CAIRN AND ABOUT 6 INCHES LOWER THAN THE STATION.
 FN0574'
 FN0574'THE AZIMUTH MARK IS A STANDARD DISK STAMPED CEBOLLA 1954,
 FN0574'CEMENTED IN A DRILL HOLE IN A 10-INCH-SQUARE BOULDER FLUSH
 FN0574'WITH THE GROUND.  IT IS LOCATED AT THE SOUTHEAST CORNER OF A
 FN0574'CLUMP OF LARGE SPRUCE TREES AND IS 42 FEET SOUTH OF A 2-FOOT
 FN0574'TRIANGULAR BLAZED SPRUCE TREE.  TO REACH FROM THE STATION, PACK
 FN0574'SOUTHWEST FOR ABOUT 0.3 MILE TO THE SOUTHEAST CORNER OF THE
 FN0574'TREES AND THE AZIMUTH MARK.
 FN0574
 FN0574                          STATION RECOVERY (1963)
 FN0574
 FN0574'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 FN0574'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1696 ***********************************************************************
 FO1696  DESIGNATION -  CEBOLLA
 FO1696  PID         -  FO1696
 FO1696  STATE/COUNTY-  NM/VALENCIA
 FO1696  USGS QUAD   -  MOQUINO (1957)
 FO1696
 FO1696                         *CURRENT SURVEY CONTROL
 FO1696  ___________________________________________________________________
 FO1696* NAD 83(1992)-  35 14 31.61332(N)    107 15 58.15017(W)     ADJUSTED  
 FO1696* NAVD 88     -      2293.5    (meters)    7525.     (feet)  VERTCON   
 FO1696  ___________________________________________________________________
 FO1696  LAPLACE CORR-          -3.30  (seconds)                    DEFLEC99
 FO1696  GEOID HEIGHT-         -20.45  (meters)                     GEOID03
 FO1696
 FO1696  HORZ ORDER  -  THIRD
 FO1696
 FO1696.The horizontal coordinates were established by classical geodetic methods
 FO1696.and adjusted by the National Geodetic Survey in December 1993..
 FO1696
 FO1696.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1696.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1696
 FO1696.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1696
 FO1696.The geoid height was determined by GEOID03.
 FO1696
 FO1696;                    North         East     Units Scale Factor Converg.
 FO1696;SPC NM C     -   470,905.669   407,518.950   MT  1.00000537   -0 35 11.0
 FO1696;SPC NM C     - 1,544,963.02  1,337,001.76   sFT  1.00000537   -0 35 11.0
 FO1696;SPC NM W     -   470,587.698   881,619.879   MT  0.99994949   +0 19 38.2
 FO1696;SPC NM W     - 1,543,919.81  2,892,447.89   sFT  0.99994949   +0 19 38.2
 FO1696;UTM  13      - 3,902,246.927   293,802.652   MT  1.00012401   -1 18 29.2
 FO1696
 FO1696!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1696!SPC NM C     -   0.99964334  x   1.00000537  =   0.99964871
 FO1696!SPC NM W     -   0.99964334  x   0.99994949  =   0.99959285
 FO1696!UTM  13      -   0.99964334  x   1.00012401  =   0.99976730
 FO1696
 FO1696                          SUPERSEDED SURVEY CONTROL
 FO1696
 FO1696  NAD 83(1992)-  35 14 31.61673(N)    107 15 58.15267(W) AD(       ) 3
 FO1696  NGVD 29 (01/22/92) 2292.5    (m)         7521.     (f) VERT ANG       
 FO1696
 FO1696.Superseded values are not recommended for survey control.
 FO1696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1696.See file dsdata.txt to determine how the superseded data were derived.
 FO1696
 FO1696_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBV9380302247(NAD 83)
 FO1696_MARKER: DS = TRIANGULATION STATION DISK
 FO1696_SETTING: 0 = UNSPECIFIED SETTING
 FO1696_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FO1696
 FO1696  HISTORY     - Date     Condition        Report By
 FO1696  HISTORY     - 1952     MONUMENTED       USGS
 FO1696
 FO1696                          STATION DESCRIPTION
 FO1696
 FO1696'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 FO1696'STATION IS LOCATED APPROXIMATELY 14 MI. AIRLINE NE. OF LAGUNA,
 FO1696'NEW MEXICO, ON THE SE. POINT OF A MESA.  STATION IS APPROXIMATELY
 FO1696'100 YDS. N. OF SE. POINT OF MESA.
 FO1696'
 FO1696'STATION WAS REACHED BY GOING W. ON U.S. HIGHWAY 66 TO THE RIO PUERCO
 FO1696'BRIDGE.  TURN RIGHT ON W. SIDE OF BRIDGE AND GO N. ON GRAVEL RD. 10.2
 FO1696'MI. TO FORK.  TAKE LEFT FORK 3.9 MI. TO CATTLEGUARD, THENCE NW. 3.0
 FO1696'MI. TO GATE, THENCE 1/8 MI. TO ANOTHER GATE, THENCE 0.5 MI. TO
 FO1696'CATTLEGUARD, THENCE 3.2 MI. TO RD. JUNCTION.  GO STRAIGHT W. 2.2 MI.
 FO1696'TO CROSSROADS.  TAKE W. RD. AND GO 1.4 MI. PASSING TWO WINDMILLS TO
 FO1696'Y-JUNCTION.  TAKE LEFT FORK 0.5 MI. S. INTO CANYON WHICH LEADS TO
 FO1696'FOOT OF MESA.  FOLLOW CANYON 0.2 MI. TO MESA.  IT IS A ONE HOUR PACK
 FO1696'TO TOP AND STATION.
 FO1696'
 FO1696'STATION MARK--A STANDARD USGS BRONZE TRIANGULATION TABLET CEMENTED IN
 FO1696'ROCK, STAMPED---CEBOLLA 1952 VABM 7521---.
 FO1696'
 FO1696'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ1060 ***********************************************************************
 EQ1060  DESIGNATION -  CEBOLLETA
 EQ1060  PID         -  EQ1060
 EQ1060  STATE/COUNTY-  NM/CIBOLA
 EQ1060  USGS QUAD   -  CEBOLLITA PEAK (1964)
 EQ1060
 EQ1060                         *CURRENT SURVEY CONTROL
 EQ1060  ___________________________________________________________________
 EQ1060* NAD 83(1992)-  34 43 11.16831(N)    107 50 51.44998(W)     ADJUSTED  
 EQ1060* NAVD 88     -      2671.9    (meters)    8766.     (feet)  VERTCON   
 EQ1060  ___________________________________________________________________
 EQ1060  LAPLACE CORR-           1.06  (seconds)                    DEFLEC99
 EQ1060  GEOID HEIGHT-         -20.75  (meters)                     GEOID03
 EQ1060
 EQ1060  HORZ ORDER  -  FIRST
 EQ1060
 EQ1060.The horizontal coordinates were established by classical geodetic methods
 EQ1060.and adjusted by the National Geodetic Survey in December 1993..
 EQ1060
 EQ1060.The NAVD 88 height was computed by applying the VERTCON shift value to
 EQ1060.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EQ1060
 EQ1060.The Laplace correction was computed from DEFLEC99 derived deflections.
 EQ1060
 EQ1060.The geoid height was determined by GEOID03.
 EQ1060
 EQ1060;                    North         East     Units Scale Factor Converg.
 EQ1060;SPC NM W     -   412,496.021   828,691.017   MT  0.99991669   -0 00 29.3
 EQ1060;SPC NM W     - 1,353,330.70  2,718,797.11   sFT  0.99991669   -0 00 29.3
 EQ1060;SPC NM C     -   413,651.222   353,668.184   MT  1.00016385   -0 54 36.4
 EQ1060;SPC NM C     - 1,357,120.72  1,160,326.37   sFT  1.00016385   -0 54 36.4
 EQ1060;UTM  13      - 3,845,659.927   239,228.720   MT  1.00043823   -1 37 22.1
 EQ1060
 EQ1060!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EQ1060!SPC NM W     -   0.99958401  x   0.99991669  =   0.99950073
 EQ1060!SPC NM C     -   0.99958401  x   1.00016385  =   0.99974779
 EQ1060!UTM  13      -   0.99958401  x   1.00043823  =   1.00002206
 EQ1060
 EQ1060:                Primary Azimuth Mark                     Grid Az
 EQ1060:SPC NM W     -  CEBOLLETA AZ MK                          011 11 03.6
 EQ1060:SPC NM C     -  CEBOLLETA AZ MK                          012 05 10.7
 EQ1060:UTM  13      -  CEBOLLETA AZ MK                          012 47 56.4
 EQ1060
 EQ1060|---------------------------------------------------------------------|
 EQ1060| PID    Reference Object                     Distance      Geod. Az  |
 EQ1060|                                                           dddmmss.s |
 EQ1060| CD1756 CEBOLLETA AZ MK                                    0111034.3 |
 EQ1060| CD1757 CEBOLLETA RM 1                       10.081 METERS 11919     |
 EQ1060| CD1758 CEBOLLETA RM 2                        9.151 METERS 21436     |
 EQ1060|---------------------------------------------------------------------|
 EQ1060
 EQ1060                          SUPERSEDED SURVEY CONTROL
 EQ1060
 EQ1060  NAD 83(1986)-  34 43 11.17219(N)    107 50 51.45168(W) AD(       ) 1
 EQ1060  NAD 27      -  34 43 10.99405(N)    107 50 49.25385(W) AD(       ) 1
 EQ1060  NGVD 29 (07/19/86) 2670.8    (m)         8762.     (f) VERT ANG       
 EQ1060
 EQ1060.Superseded values are not recommended for survey control.
 EQ1060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ1060.See file dsdata.txt to determine how the superseded data were derived.
 EQ1060
 EQ1060_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBU3922945660(NAD 83)
 EQ1060_MARKER: DS = TRIANGULATION STATION DISK
 EQ1060_SETTING: 66 = SET IN ROCK OUTCROP
 EQ1060
 EQ1060  HISTORY     - Date     Condition        Report By
 EQ1060  HISTORY     - 1945     MONUMENTED       CGS
 EQ1060
 EQ1060                          STATION DESCRIPTION
 EQ1060
 EQ1060'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (RAM)
 EQ1060'STATION IS ON A HIGH, ROUND, WOODED PEAK ON THE W CENTRAL
 EQ1060'PART OF CEBOLLETA MESA.  IT IS THE HIGHEST POINT IN THE MESA
 EQ1060'COUNTRY BETWEEN SAN JOSE RIVER AND ALAMOSA WASH, AND BY
 EQ1060'AIR-LINE DISTANCES IS ABOUT 30 MILES S OF GRANTS, 27 MILES
 EQ1060'SSE OF OSO RIDGE FOREST SERVICE LOOKOUT TOWER, AND 20 MILES
 EQ1060'SW OF ACOMA PUEBLO.
 EQ1060'
 EQ1060'TO REACH THE STATION FROM THE POST OFFICE IN GRANTS, GO E ON
 EQ1060'U.S. HIGHWAY 66 FOR 12.6 MILES, TURN RIGHT OFF THE HIGHWAY
 EQ1060'JUST BEFORE IT GOES UNDER THE UNDERPASS, THEN GO 1.1 MILES
 EQ1060'THROUGH THE INDIAN VILLAGE OF MC CARTYS, AROUND THE POINT
 EQ1060'OF THE MESA ON WHICH IS BUILT THE MISSION, TO A CROSS ROAD.
 EQ1060'KEEP STRAIGHT AHEAD, BEARING TO THE RIGHT AND S ON THE MAIN
 EQ1060'ROAD, FOR 13.4 MILES TO A CROSS ROAD JUST BEFORE REACHING
 EQ1060'ACOMA PUEBLO.  TURN RIGHT AND FOLLOW THE MAIN ROAD W FOR
 EQ1060'2.5 MILES, THENCE KEEP THE RIGHT FORK 10.5 MILES TO ANOTHER
 EQ1060'FORK JUST AS THE ROAD TOPS OUT ON THE MESA.  HERE KEEP THE
 EQ1060'RIGHT FORK AGAIN AND FOLLOW THE MAIN-TRAVELED ROAD 6.3
 EQ1060'MILES TO A WIRE GATE.  PASS THROUGH GATE AND CONTINUE 2.2
 EQ1060'MILES TO A WINDMILL AND LARGE STEEL WATER TANK.  (THE
 EQ1060'AZIMUTH MARK IS ON THE SMALL HILL WHICH IS ABOUT 1/2
 EQ1060'MILE NNW OF THIS TANK.) CONTINUE ON THE MAIN TRACK
 EQ1060'ROAD W 1.9 MILES TO A FORK JUST PAST AN OLD SAWMILL
 EQ1060'SITE AND JUST BEFORE REACHING A SMALL CABIN.  TAKE THE
 EQ1060'LEFT FORK FOR 0.2 MILE, THENCE TAKE A LEFT FORK AGAIN AT
 EQ1060'TRIANGULAR BLAZES ON TREES.  FOLLOW THE STEEP WINDING ROAD
 EQ1060'UP THE HILL 1.2 MILES TO A TREE WITH A FIRE LOOKOUT
 EQ1060'PLATFORM BUILT INTO THE TOP AND A LADDER UP TO IT.  BEAR
 EQ1060'RIGHT ALONG BLAZES THROUGH THE TREES 0.2 MILE TO THE
 EQ1060'HIGHEST POINT OF THE HILL AND THE STATION ABOUT 100
 EQ1060'YARDS NNE OF THE HIGHEST POINT.
 EQ1060'
 EQ1060'STATION MARK IS A BRONZE STATION DISK SET IN OUTCROPPING
 EQ1060'BEDROCK WHICH PROJECTS ABOUT 2 INCHES ABOVE THE GROUND AND
 EQ1060'IS STAMPED CEBOLLETA 1945.
 EQ1060'
 EQ1060'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A DRILL
 EQ1060'HOLE IN A BOULDER WHICH PROJECTS ABOUT 6 INCHES ABOVE THE
 EQ1060'GROUND AND IS STAMPED CEBOLLETA NO 1 1945.  IT IS LOCATED
 EQ1060'ESE OF THE STATION AND ON ABOUT THE SAME LEVEL.
 EQ1060'
 EQ1060'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A DRILL
 EQ1060'HOLE IN OUTCROPPING BEDROCK WHICH PROJECTS ABOUT 5 INCHES
 EQ1060'ABOVE THE GROUND AND IS STAMPED CEBOLLETA NO 2 1945.  IT IS
 EQ1060'LOCATED SW OF THE STATION AND ABOUT 1 FOOT HIGHER.
 EQ1060'
 EQ1060'AZIMUTH MARK IS A BRONZE REFERENCE DISK WHICH HAS THE WORD
 EQ1060'REFERENCE GROUND OUT.  IT IS SET IN A DRILL HOLE IN AN
 EQ1060'OUTCROPPING BEDROCK LEDGE PROJECTING ABOUT 15 FEET ABOVE THE
 EQ1060'GROUND AND IS STAMPED CEBOLLETA AZIMUTH 1945.  IT IS LOCATED
 EQ1060'NNE OF THE STATION, ON THE E SIDE OF A SMALL HILL, AND ABOUT
 EQ1060'75 YARDS SSE OF THE HIGHEST POINT OF THE HILL.  IT IS ABOUT
 EQ1060'10 FEET SSE OF A 6-FOOT ROCK CAIRN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS1275 ***********************************************************************
 DS1275  DESIGNATION -  CECIL
 DS1275  PID         -  DS1275
 DS1275  STATE/COUNTY-  NM/SOCORRO
 DS1275  USGS QUAD   -  GREENS BABER WELL (1981)
 DS1275
 DS1275                         *CURRENT SURVEY CONTROL
 DS1275  ___________________________________________________________________
 DS1275* NAD 83(1992)-  33 38 26.31384(N)    106 35 58.75911(W)     ADJUSTED  
 DS1275* NAVD 88     -      1430.30   (+/-2cm)    4692.6    (feet)  VERTCON   
 DS1275  ___________________________________________________________________
 DS1275  LAPLACE CORR-           1.95  (seconds)                    DEFLEC99
 DS1275  GEOID HEIGHT-         -22.44  (meters)                     GEOID03
 DS1275
 DS1275  HORZ ORDER  -  FIRST
 DS1275  VERT ORDER  -  THIRD ? (See Below)
 DS1275
 DS1275.The horizontal coordinates were established by classical geodetic methods
 DS1275.and adjusted by the National Geodetic Survey in December 1993..
 DS1275
 DS1275.The NAVD 88 height was computed by applying the VERTCON shift value to
 DS1275.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DS1275.The vertical order pertains to the NGVD 29 superseded value.
 DS1275
 DS1275.The Laplace correction was computed from DEFLEC99 derived deflections.
 DS1275
 DS1275.The geoid height was determined by GEOID03.
 DS1275
 DS1275;                    North         East     Units Scale Factor Converg.
 DS1275;SPC NM C     -   292,853.063   467,564.945   MT  0.99991297   -0 11 37.3
 DS1275;SPC NM C     -   960,802.09  1,534,002.66   sFT  0.99991297   -0 11 37.3
 DS1275;UTM  13      - 3,723,459.758   351,648.643   MT  0.99987132   -0 53 10.8
 DS1275
 DS1275!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS1275!SPC NM C     -   0.99977903  x   0.99991297  =   0.99969202
 DS1275!UTM  13      -   0.99977903  x   0.99987132  =   0.99965038
 DS1275
 DS1275|---------------------------------------------------------------------|
 DS1275| PID    Reference Object                     Distance      Geod. Az  |
 DS1275|                                                           dddmmss.s |
 DS1275| CD1759 CECIL RM 1                            8.434 METERS 05807     |
 DS1275| DS0720 G 333                                              0833521.4 |
 DS1275| CD1760 CECIL RM 2                            8.499 METERS 14725     |
 DS1275|---------------------------------------------------------------------|
 DS1275
 DS1275                          SUPERSEDED SURVEY CONTROL
 DS1275
 DS1275  NAD 83(1986)-  33 38 26.32099(N)    106 35 58.76165(W) AD(       ) 1
 DS1275  NAD 27      -  33 38 26.06479(N)    106 35 56.71376(W) AD(       ) 1
 DS1275  NGVD 29 (07/19/86) 1429.62   (m)         4690.3    (f) LEVELING    3  
 DS1275
 DS1275.Superseded values are not recommended for survey control.
 DS1275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS1275.See file dsdata.txt to determine how the superseded data were derived.
 DS1275
 DS1275_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT5164923460(NAD 83)
 DS1275_MARKER: DS = TRIANGULATION STATION DISK
 DS1275_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS1275
 DS1275  HISTORY     - Date     Condition        Report By
 DS1275  HISTORY     - 1968     MONUMENTED       CGS
 DS1275
 DS1275                          STATION DESCRIPTION
 DS1275
 DS1275'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JBJ)
 DS1275'THE STATION IS ABOUT 33-1/2 MILES NORTHWEST OF THREE RIVERS, 13 MILES
 DS1275'SOUTH-SOUTHEAST OF THE STALLION RANGE CENTER, AND 9 MILES EAST OF
 DS1275'THE WEST RANGE BOUNDARY.
 DS1275'
 DS1275'TO REACH THE STATION FROM THE POST OFFICE AT THREE RIVERS, GO NORTH
 DS1275'ON U. S. HIGHWAY 54 FOR 11.2 MILES TO A GRAVELED SIDE ROAD, ROUTE
 DS1275'12, ON THE LEFT AT OSCURO.  TURN LEFT, AND GO WESTERLY ON ROUTE 12
 DS1275'FOR 6.1 MILES TO A LOCKED GATE.  PASS THROUGH THE GATE AND
 DS1275'CONTINUE WESTERLY ON ROUTE 12 FOR 16.9 MILES TO A FORK.  TAKE
 DS1275'THE RIGHT FORK AND GO NORTHWEST FOR 0.1 MILE TO THE JUNCTION OF
 DS1275'ROUTE 7.  CONTINUE AHEAD, NORTHWEST, FOR 11.4 MILES TO A GRAVELED
 DS1275'CROSSROAD, ROUTE 20.  TURN LEFT AND GO WEST-SOUTHWESTERLY ON ROUTE
 DS1275'20 FOR 2.6 MILES TO A 3 WAY FORK.  TAKE THE CENTER FORK AND GO WEST
 DS1275'AND NORTHWEST FOR 0.3 MILE TO BENCH MARK G 333 ON THE LEFT.
 DS1275'CONTINUE AHEAD, WEST-NORTHWESTERLY, FOR 0.6 MILE TO A
 DS1275'SIDE ROAD ON THE LEFT.  TURN LEFT AND GO SOUTHWEST FOR 0.2 MILE
 DS1275'TO A DIM TRACK ROAD ON THE LEFT.  TURN LEFT AND GO SOUTHERLY ON THE
 DS1275'TRACK ROAD FOR 0.1 MILE TO A SMALL BUILDING AND THE STATION.
 DS1275'
 DS1275'THE STATION MARK IS A STANDARD DISK, STAMPED CECIL 1967, SET IN THE
 DS1275'TOP OF A 10-INCH SQUARE CONCRETE POST, THAT PROJECTS 1 INCH ABOVE
 DS1275'THE GROUND.  IT IS 69.8 FEET SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER
 DS1275'OF THE BUILDING AND 5.2 FEET EAST OF A WITNESS POST.
 DS1275'
 DS1275'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CECIL NO 1 1967, SET IN
 DS1275'THE TOP OF A 10-INCH SQUARE CONCRETE POST, THAT PROJECTS 2 INCHES
 DS1275'ABOVE THE GROUND.  IT IS 63.5 FEET EAST-SOUTHEAST OF THE SOUTHEAST
 DS1275'CORNER OF THE BUILDING, 32.1 FEET NORTHEAST OF THE WITNESS POST
 DS1275'AND IS ABOUT THE SAME ELEVATION AS THE STATION.
 DS1275'
 DS1275'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED CECIL NO 2 1967, SET IN
 DS1275'THE TOP OF A 10-INCH SQUARE CONCRETE POST, THAT PROJECTS 2 INCHES
 DS1275'ABOVE THE GROUND.  IT IS 95.9 FEET SOUTH-SOUTHEAST OF THE SOUTHEAST
 DS1275'CORNER OF THE BUILDING, 31.3 FEET SOUTHEAST OF THE WITNESS POST
 DS1275'AND IS ABOUT THE SAME ELEVATION AS THE STATION.
 DS1275'
 DS1275'BENCH MARK G 333 IS A STANDARD DISK, STAMPED G 333 1966, SET IN THE
 DS1275'TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT PROJECTS 8
 DS1275'INCHES ABOVE THE GROUND.  IT IS 62 FEET SOUTH OF THE CENTERLINE OF
 DS1275'A BLADED ROAD AND 1.6 FEET EAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0188 ***********************************************************************
 CX0188  DESIGNATION -  CEDAR
 CX0188  PID         -  CX0188
 CX0188  STATE/COUNTY-  NM/DONA ANA
 CX0188  USGS QUAD   -  BENNETT MOUNTAIN (1981)
 CX0188
 CX0188                         *CURRENT SURVEY CONTROL
 CX0188  ___________________________________________________________________
 CX0188* NAD 83(1992)-  32 33 19.34381(N)    106 26 33.17454(W)     ADJUSTED  
 CX0188* NAVD 88     -      1350.815  (meters)    4431.80   (feet)  ADJUSTED  
 CX0188  ___________________________________________________________________
 CX0188  LAPLACE CORR-          -8.60  (seconds)                    DEFLEC99
 CX0188  GEOID HEIGHT-         -23.26  (meters)                     GEOID03
 CX0188  DYNAMIC HT  -        1348.825 (meters)    4425.27  (feet)  COMP
 CX0188  MODELED GRAV-     979,118.2   (mgal)                       NAVD 88
 CX0188
 CX0188  HORZ ORDER  -  FIRST
 CX0188  VERT ORDER  -  SECOND    CLASS 0
 CX0188
 CX0188.The horizontal coordinates were established by classical geodetic methods
 CX0188.and adjusted by the National Geodetic Survey in December 1993..
 CX0188
 CX0188.The orthometric height was determined by differential leveling
 CX0188.and adjusted by the National Geodetic Survey in June 1991..
 CX0188
 CX0188.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX0188
 CX0188.The geoid height was determined by GEOID03.
 CX0188
 CX0188.The dynamic height is computed by dividing the NAVD 88
 CX0188.geopotential number by the normal gravity value computed on the
 CX0188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0188.degrees latitude (g = 980.6199 gals.).
 CX0188
 CX0188.The modeled gravity was interpolated from observed gravity values.
 CX0188
 CX0188;                    North         East     Units Scale Factor Converg.
 CX0188;SPC NM C     -   172,463.493   481,917.808   MT  0.99990403   -0 06 13.0
 CX0188;SPC NM C     -   565,823.98  1,581,092.01   sFT  0.99990403   -0 06 13.0
 CX0188;UTM  13      - 3,602,914.906   364,565.223   MT  0.99982619   -0 46 34.9
 CX0188
 CX0188!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX0188!SPC NM C     -   0.99979161  x   0.99990403  =   0.99969566
 CX0188!UTM  13      -   0.99979161  x   0.99982619  =   0.99961783
 CX0188
 CX0188:                Primary Azimuth Mark                     Grid Az
 CX0188:SPC NM C     -  KAY                                      049 52 27.3
 CX0188:UTM  13      -  KAY                                      050 32 49.2
 CX0188
 CX0188|---------------------------------------------------------------------|
 CX0188| PID    Reference Object                     Distance      Geod. Az  |
 CX0188|                                                           dddmmss.s |
 CX0188| CX1505 KAY                                 APPROX. 7.1 KM 0494614.3 |
 CX0188| CX0189 CEDAR RM 1                            8.230 METERS 15154     |
 CX0188| CX0190 CEDAR RM 2                           12.877 METERS 27232     |
 CX0188|---------------------------------------------------------------------|
 CX0188
 CX0188                          SUPERSEDED SURVEY CONTROL
 CX0188
 CX0188  NAD 83(1986)-  32 33 19.34972(N)    106 26 33.17460(W) AD(       ) 1
 CX0188  NAD 27      -  32 33 19.03237(N)    106 26 31.19148(W) AD(       ) 1
 CX0188  NGVD 29 (??/??/92) 1350.240  (m)         4429.91   (f) ADJ UNCH    2 0
 CX0188
 CX0188.Superseded values are not recommended for survey control.
 CX0188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0188.See file dsdata.txt to determine how the superseded data were derived.
 CX0188
 CX0188_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS6456502915(NAD 83)
 CX0188_MARKER: DS = TRIANGULATION STATION DISK
 CX0188_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CX0188_SP_SET: MONUMENT
 CX0188_STAMPING: CEDAR 1967
 CX0188_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX0188_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CX0188+SATELLITE: SATELLITE OBSERVATIONS - January 21, 2006
 CX0188
 CX0188  HISTORY     - Date     Condition        Report By
 CX0188  HISTORY     - 1967     MONUMENTED       CGS
 CX0188  HISTORY     - 1968     GOOD             NGS
 CX0188  HISTORY     - 20060121 GOOD             USACE
 CX0188
 CX0188                          STATION DESCRIPTION
 CX0188
 CX0188'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (JBJ)
 CX0188'THE STATION IS ABOUT 13 MILES NORTH-NORTHEAST OF MISSILE RANGE
 CX0188'HEADQUARTERS, 1 MILE WEST OF ROUTE 7 AND ON THE EAST SLOPE OF THE
 CX0188'SAN ANDRES MOUNTAINS.
 CX0188'
 CX0188'TO REACH THE STATION FROM THE HEADQUARTERS BUILDING, GO NORTH ON
 CX0188'HEADQUARTERS AVENUE, PASSING THROUGH A CHECK POINT, FOR 4.0 MILES
 CX0188'TO U.S. HIGHWAY 70.  TURN RIGHT AND GO NORTHEAST ON U. S. HIGHWAY
 CX0188'70 FOR 4.25 MILES TO ROUTE 7 ON THE LEFT.  TURN LEFT AND GO
 CX0188'NORTHWEST ON ROUTE 7 FOR 3.6 MILES TO A GRAVEL PIT ON THE LEFT.
 CX0188'CONTINUE NORTH ON ROUTE 7 FOR 2.5 MILES TO A POWER LINE CROSSING
 CX0188'THE ROAD.  CONTINUE NORTH FOR 0.2 MILE TO A CONCRETE CULVERT AND A
 CX0188'TRACK ROAD ON THE LEFT.  CROSS OVER THE CULVERT, TURN LEFT AND
 CX0188'GO WESTERLY ON THE TRACK ROAD FOR 0.4 MILE TO A POWER LINE.  CROSS
 CX0188'UNDER THE POWER LINE BETWEEN POWER POLES 69 AND 70 AND CONTINUE
 CX0188'WESTERLY ON THE TRACK ROAD FOR 0.45 MILE TO THE STATION.
 CX0188'
 CX0188'THE STATION MARK IS A STANDARD DISK, STAMPED CEDAR 1967, SET IN THE
 CX0188'TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT PROJECTS 2
 CX0188'INCHES ABOVE THE GROUND.  IT IS 6.4 FEET SOUTHWEST OF A WITNESS
 CX0188'POST.  THE UNDERGROUND MARK IS 40 INCHES BELOW THE SURFACE OF THE
 CX0188'GROUND.
 CX0188'
 CX0188'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CEDAR NO 1 1967, SET
 CX0188'IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 CX0188'PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS 31.3 FEET SOUTH OF THE
 CX0188'WITNESS POST AND ABOUT 2 FEET LOWER IN ELEVATION THAN THE STATION.
 CX0188'
 CX0188'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED CEDAR NO 2 1967, SET IN
 CX0188'THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 CX0188'PROJECTS 5 INCHES ABOVE THE GROUND.  IT IS 45.4 FEET WEST OF THE
 CX0188'WITNESS POST AND ABOUT 1 FOOT HIGHER IN ELEVATION THAN THE
 CX0188'STATION.
 CX0188'
 CX0188'TRIANGULATION STATION KAY WILL SERVE AS AN AZIMUTH MARK.
 CX0188
 CX0188                          STATION RECOVERY (1968)
 CX0188
 CX0188'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 CX0188'13.1 MI N FROM WHITE SANDS MISSILE RANGE HDQ.
 CX0188'4.2 MILES ALONG MAIN ACCESS ROAD FROM THE WHITE SANDS MISSILE RANGE
 CX0188'HEADQUARTERS, THENCE 4.6 MILES NORTHEASTERLY ALONG U.S. HIGHWAY 70,
 CX0188'THENCE 6.6 MILES NORTHWEST AND NORTH ALONG WSMR ROUTE 7, THENCE 300
 CX0188'FEET WEST NORTHWEST TO A DIM TRACK ROAD, THENCE 0.4 MILE WEST, UPHILL,
 CX0188'ALONG DIM TRACK ROAD TO A POWERLINE, THENCE 0.6 MILE WEST ALONG DIM
 CX0188'TRACK ROAD.  IT IS ON THE WEST EDGE OF A HIGH POINT OF THE RIDGE 6
 CX0188'FEET SOUTHWEST OF A METAL WITNESS SIGN AND SET IN THE TOP OF A 12-INCH
 CX0188'IN DIAMETER CONCRETE MONUMENT THAT PROJECTS ABOUT 2-INCHES ABOVE THE
 CX0188'GROUND.
 CX0188
 CX0188                          STATION RECOVERY (2006)
 CX0188
 CX0188'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2006 (BFS)
 CX0188'DIM TRACK ROAD TERMINATES IN A CUT-SECTION CUL-DE-SAC IN A ROCK
 CX0188'OUTCROP.  THE MARK IS JUST WEST OF THE CUL-DE-SAC IN THE UNDISTURBED
 CX0188'AREA OF THE ROCK OUTCROP. A PERMANANT METAL TRIPOD IN DISREPAIR IS
 CX0188'INSTALLED AROUND AND ABOVE THE MARK. THE POINT OF CONTACT FOR
 CX0188'INFORMATION OF THIS CONTROL POINT IS FRED DIAZ, (505) 678-2140 OF NGA.
 CX0188' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0434 ***********************************************************************
 DQ0434  DESIGNATION -  CEDAR
 DQ0434  PID         -  DQ0434
 DQ0434  STATE/COUNTY-  NM/CHAVES
 DQ0434  USGS QUAD   -  CEDAR POINT (1984)
 DQ0434
 DQ0434                         *CURRENT SURVEY CONTROL
 DQ0434  ___________________________________________________________________
 DQ0434* NAD 83(1992)-  33 01 02.54947(N)    103 52 39.24032(W)     ADJUSTED  
 DQ0434* NAVD 88     -      1361.393  (meters)    4466.50   (feet)  ADJUSTED  
 DQ0434  ___________________________________________________________________
 DQ0434  LAPLACE CORR-           3.47  (seconds)                    DEFLEC99
 DQ0434  GEOID HEIGHT-         -22.30  (meters)                     GEOID03
 DQ0434  DYNAMIC HT  -        1359.508 (meters)    4460.32  (feet)  COMP
 DQ0434  MODELED GRAV-     979,204.2   (mgal)                       NAVD 88
 DQ0434
 DQ0434  HORZ ORDER  -  FIRST
 DQ0434  VERT ORDER  -  SECOND    CLASS 0
 DQ0434
 DQ0434.The horizontal coordinates were established by classical geodetic methods
 DQ0434.and adjusted by the National Geodetic Survey in December 1993..
 DQ0434
 DQ0434.The orthometric height was determined by differential leveling
 DQ0434.and adjusted by the National Geodetic Survey in June 1991..
 DQ0434
 DQ0434.The Laplace correction was computed from DEFLEC99 derived deflections.
 DQ0434
 DQ0434.The geoid height was determined by GEOID03.
 DQ0434
 DQ0434.The dynamic height is computed by dividing the NAVD 88
 DQ0434.geopotential number by the normal gravity value computed on the
 DQ0434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0434.degrees latitude (g = 980.6199 gals.).
 DQ0434
 DQ0434.The modeled gravity was interpolated from observed gravity values.
 DQ0434
 DQ0434;                    North         East     Units Scale Factor Converg.
 DQ0434;SPC NM E     -   223,772.617   207,580.814   MT  0.99993144   +0 14 54.1
 DQ0434;SPC NM E     -   734,160.66    681,038.05   sFT  0.99993144   +0 14 54.1
 DQ0434;UTM  13      - 3,653,772.702   604,835.227   MT  0.99973551   +0 36 42.0
 DQ0434
 DQ0434!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ0434!SPC NM E     -   0.99978981  x   0.99993144  =   0.99972126
 DQ0434!UTM  13      -   0.99978981  x   0.99973551  =   0.99952537
 DQ0434
 DQ0434:                Primary Azimuth Mark                     Grid Az
 DQ0434:SPC NM E     -  CEDAR AZ MK                              181 42 41.6
 DQ0434:UTM  13      -  CEDAR AZ MK                              181 20 53.7
 DQ0434
 DQ0434|---------------------------------------------------------------------|
 DQ0434| PID    Reference Object                     Distance      Geod. Az  |
 DQ0434|                                                           dddmmss.s |
 DQ0434| CJ6839 CEDAR AZ MK                                        1815735.7 |
 DQ0434| DQ0435 CEDAR RM 1                           19.410 METERS 24915     |
 DQ0434| DQ0436 CEDAR RM 2                           23.355 METERS 33208     |
 DQ0434|---------------------------------------------------------------------|
 DQ0434
 DQ0434                          SUPERSEDED SURVEY CONTROL
 DQ0434
 DQ0434  NAD 83(1986)-  33 01 02.55519(N)    103 52 39.23256(W) AD(       ) 1
 DQ0434  NAD 27      -  33 01 02.14600(N)    103 52 37.41200(W) AD(       ) 1
 DQ0434  NGVD 29 (??/??/92) 1360.876  (m)         4464.81   (f) ADJ UNCH    2 0
 DQ0434
 DQ0434.Superseded values are not recommended for survey control.
 DQ0434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0434.See file dsdata.txt to determine how the superseded data were derived.
 DQ0434
 DQ0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFS0483553773(NAD 83)
 DQ0434_MARKER: DS = TRIANGULATION STATION DISK
 DQ0434_SETTING: 66 = SET IN ROCK OUTCROP
 DQ0434_SP_SET: OUTCROP
 DQ0434_STAMPING: CEDAR 1922
 DQ0434_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DQ0434+STABILITY: POSITION/ELEVATION WELL
 DQ0434_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ0434+SATELLITE: SATELLITE OBSERVATIONS - 1986
 DQ0434
 DQ0434  HISTORY     - Date     Condition        Report By
 DQ0434  HISTORY     - 1922     MONUMENTED       CGS
 DQ0434  HISTORY     - 1941     GOOD             CGS
 DQ0434  HISTORY     - 1941     GOOD             NGS
 DQ0434  HISTORY     - 1961     GOOD             CGS
 DQ0434  HISTORY     - 1963     GOOD             CGS
 DQ0434  HISTORY     - 1973     GOOD             USGS
 DQ0434  HISTORY     - 1973     GOOD             USGS
 DQ0434  HISTORY     - 1986     GOOD
 DQ0434
 DQ0434                          STATION DESCRIPTION
 DQ0434
 DQ0434'DESCRIBED BY COAST AND GEODETIC SURVEY 1922 (CMD)
 DQ0434'ABOUT 35 MILES EAST-NORTHEAST OF ARTESIA, 30 MILES EAST OF LAKE
 DQ0434'ARTHUR, 10 MILES SOUTH OF MESCALERA SANDS, ON CEDAR POINT ON
 DQ0434'THE WESTERN SIDE OF THE CAPROCK, AND 3/4 MILE SOUTHWEST OF
 DQ0434'MAXWELLS GAP WHERE THE ARTESIA-LOVINGTON ROAD REACHES THE
 DQ0434'TOP OF THE CAPROCK.  STATION AND REFERENCE MARKS ARE STANDARD
 DQ0434'DISKS SET IN ROCK.  REFERENCE
 DQ0434'MARK NO. 1 IS 19.40 METERS (63.6 FEET) FROM STATION
 DQ0434'AND NO. 2 IS 23.368 METERS (76.67 FEET) FROM
 DQ0434'STATION.
 DQ0434
 DQ0434                          STATION RECOVERY (1941)
 DQ0434
 DQ0434'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (EHS)
 DQ0434'STATION RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 DQ0434'IT IS ABOUT 14.9 MILES NW OF MALJAMAR BY ROAD.  IT IS ON
 DQ0434'TOP OF THE EXTREME POINT (WESTERN) OF THE CAPROCK RIM, ABOUT
 DQ0434'0.4 MILE S OF HIGHWAY 31 AT A POINT ABOUT 1.0 MILE W OF THE
 DQ0434'TOP OF GRADE.  ABOUT 100 FEET SE OF THE NW POINT OF THE CAPROCK.
 DQ0434'
 DQ0434'STATION MARK IS A STANDARD DISK, STAMPED CEDAR
 DQ0434'1922, SET IN A ROCK OUTCROP AND PROJECTS ABOUT 0.2 FOOT.
 DQ0434'
 DQ0434'REFERENCE MARK NO. 1 IS A STANDARD DISK, STAMPED
 DQ0434'CEDAR NO. 1 1922, SET IN A ROCK OUTCROP.  IT IS 63.6 FEET SW
 DQ0434'OF THE STATION AND ABOUT 12 FEET E OF THE W EDGE OF RIM.
 DQ0434'
 DQ0434'REFERENCE MARK NO. 2 IS A STANDARD DISK, STAMPED
 DQ0434'CEDAR NO. 2 1922, SET IN A ROCK OUTCROP.  IT IS 76.7 FEET NW
 DQ0434'OF STATION AND ABOUT 23 FEET SE OF POINT OF RIM.
 DQ0434'
 DQ0434'TO REACH THE STATION FROM THE MALJAMAR POST OFFICE, GO 0.9
 DQ0434'MILE E ON STATE HIGHWAY 83 TO THE INTERSECTION OF STATE HIGHWAY
 DQ0434'31, THENCE TURN LEFT (N) ON STATE HIGHWAY 31 AND GO 12.5 MILES
 DQ0434'TO INTERSECTION OF ROAD RUNNING N TO CAPROCK, THENCE TURN
 DQ0434'LEFT WITH HIGHWAY 31 AND GO 0.4 MILE TO EDGE OF CAPROCK RIM,
 DQ0434'THENCE LEFT ALONG EDGE OF RIM, GO 1.1 MILES TO THE STATION
 DQ0434'SITE.
 DQ0434
 DQ0434                          STATION RECOVERY (1941)
 DQ0434
 DQ0434'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1941
 DQ0434'14.9 MI NW FROM MALJAMAR.
 DQ0434'TO REACH BENCH MARK FROM THE MALJAMAR POST OFFICE, PROCEED EAST ON
 DQ0434'STATE HIGHWAY NO. 83, GO 0.9 MILES TO INTERSECTION OF STATE HIGHWAY
 DQ0434'NO. 31.  THENCE, TURN LEFT (NORTH), ONTO STATE HIGHWAY NO. 31, GO 12.5
 DQ0434'MILES TO INTERSECTION OF ROAD NORTH TO CAPROCK.  THENCE, TURN LEFT
 DQ0434'WITH HIGHWAY NO. 31, GO 0.4 MILES TO EDGE OF CAPROCK RIM. THENCE, TURN
 DQ0434'LEFT ALONG EDGE OF RIM, GO 1.1 MILES TO SITE OF BENCH MARK. BENCH MARK
 DQ0434'IS ON TOP OF THE EXTREME POINT OF CAPROCK RIM, ABOUT 0.4 MILES SOUTH
 DQ0434'OF HIGHWAY AT A POINT 1.0 MILES WEST OF TOP OF GRADE. IT IS ABOUT 100
 DQ0434'FEET SOUTHEAST OF NORTHWEST POINT CAPROCK. 76.7 FEET SOUTHEAST OF
 DQ0434'REFER. MARK NO. 2.  63.6 FEET NORTHEAST OF REFER. MARK NO. 1. THE MARK
 DQ0434'PROJECTS 0.2 FOOT.
 DQ0434
 DQ0434                          STATION RECOVERY (1961)
 DQ0434
 DQ0434'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GWM)
 DQ0434'THE STATION WAS REACHED BY RECONNAISSANCE DESCRIPTION AND
 DQ0434'ALL MARKS FOUND IN GOOD CONDITION.  A NEW AZIMUTH MARK WAS SET
 DQ0434'AT THIS TIME.
 DQ0434'
 DQ0434'LOCATED, AIRLINE, ABOUT 32-1/2 MILES EAST-NORTHEAST OF ARTESIA,
 DQ0434'28-1/2 MILES EAST OF LAKE ARTHUR, AND 13 MILES NORTH-NORTHWEST
 DQ0434'OF MALJAMAR ON A PROMINENT POINT NEAR THE WEST EDGE OF THE
 DQ0434'CAPROCK MESA ON THE SOUTH SIDE OF THE GAP WHERE STATE HIGHWAY
 DQ0434'31 CLIMBS TO THE CAPROCK.
 DQ0434'
 DQ0434'TO REACH FROM THE POST OFFICE IN HAGERMAN GO EAST ON STATE
 DQ0434'HIGHWAY 31 FOR 29.8 MILES TO THE EXACT TOP OF THE CLIMB TO THE
 DQ0434'TOP OF THE CAPROCK AT A GRAVEL SIDE ROAD AND GATE ON THE RIGHT.
 DQ0434'CONTINUE EAST 0.3 MILE TO THE FIRST GRAVEL CROSSROAD JUST
 DQ0434'BEFORE REACHING A CATTLE GUARD.  TURN RIGHT ACROSS ANOTHER
 DQ0434'CATTLE GUARD AND GO SOUTH 0.5 MILE TO A CATTLE GUARD AND 4-WAY
 DQ0434'FORK.  TAKE THE FIRST ROAD ON THE RIGHT AND PROCEED WEST
 DQ0434'ON A TRACK ROAD ALONG POWERLINE 1.2 MILES TO A FORK AND T
 DQ0434'NORTH IN THE POWERLINE.  TO REACH THE AZIMUTH MARK CONTINUE
 DQ0434'WEST 0.2 MILE PAST A SMALL METAL BUILDING AND RADIO MAST
 DQ0434'TO THE EDGE OF THE CLIFF, A CAIRN, AND THE MARK.  TO CONTINUE
 DQ0434'TO THE STATION FROM THE FORK AND T IN POWERLINE
 DQ0434'MENTIONED ABOVE TAKE THE RIGHT FORK AND GO NORTH 0.3 MILE TO
 DQ0434'A HINGED GATE.  PASS THROUGH GATE AND WEST AROUND THE BASE
 DQ0434'OF RADIO MAST WITH TWO REFLECTORS 0.2 MILE NORTH TO A WIRE
 DQ0434'GATE.  PASS THROUGH WIRE GATE ON OLD TRACK ROAD 0.2 MILE
 DQ0434'NORTH-NORTHWEST TO POINT OF BLUFF AND STATION.
 DQ0434'
 DQ0434'THE STATION MARK, A STANDARD DISK STAMPED CEDAR 1922 CEMENTED
 DQ0434'IN A DRILL HOLE IN OUTCROPPING BEDROCK WITH 8 X 10 INCHES
 DQ0434'EXPOSED PROJECTING ABOUT 1 INCH ABOVE GROUND, IS 75 FEET EAST
 DQ0434'OF THE WEST EDGE OF THE CLIFF, 58 FEET SOUTH OF THE NORTH
 DQ0434'EDGE OF THE CLIFF AND 7.7 FEET NORTH OF A 30-INCH ROCK CAIRN.
 DQ0434'
 DQ0434'REFERENCE MARK NUMBER ONE, A STANDARD DISK STAMPED CEDAR NO.
 DQ0434'1 1922 CEMENTED IN A DRILL HOLE IN BEDROCK 1 FOOT SQUARE FLUSH WITH
 DQ0434'THE GROUND, IS 19 FEET EAST OF THE TOP OF THE CLIFF, 1-1/2
 DQ0434'FEET NORTH OF A 1-FOOT CAIRN, AND AT THE SAME ELEVATION AS
 DQ0434'THE STATION.
 DQ0434'
 DQ0434'REFERENCE MARK NUMBER TWO, A STANDARD DISK STAMPED CEDAR
 DQ0434'NO. 2 1922 CEMENTED IN A DRILL HOLE IN BEDROCK ABOUT 2 FEET
 DQ0434'SQUARE EXPOSED AND FLUSH WITH THE GROUND, IS 19 FEET EAST OF
 DQ0434'THE TOP OF THE CLIFF AT THE SAME ELEVATION AS THE STATION.
 DQ0434'
 DQ0434'THE AZIMUTH MARK, A STANDARD DISK STAMPED CEDAR 1922 CEMENTED
 DQ0434'IN A DRILL HOLE IN BEDROCK 2 FEET LONG AND 15 INCHES WIDE
 DQ0434'EXPOSED PROJECTING 5 INCHES ON ITS WEST SIDE, IS 0.1 MILE WEST
 DQ0434'OF THE BASE OF A RADIO MAST, 20 FEET EAST OF THE TOP OF THE
 DQ0434'CLIFF, AND 3 FEET NORTH OF A LOOSE PILE OF ROCKS.
 DQ0434'
 DQ0434'THE PICTURE POINT WAS THE CENTER OF A 1-FOOT-HIGH BUSH ABOUT
 DQ0434'15 INCHES IN DIAMETER THE EASTERNMOST OF SEVERAL ON THE
 DQ0434'POINT OF THE BLUFF.
 DQ0434
 DQ0434                          STATION RECOVERY (1963)
 DQ0434
 DQ0434'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CKP)
 DQ0434'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 DQ0434'FOUND IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.
 DQ0434'
 DQ0434'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 31
 DQ0434'AND 83, WHICH IS 0.9 MILE EAST OF MALJAMAR, GO NORTH ON STATE
 DQ0434'HIGHWAY 31 FOR 10.0 MILES TO A JUNCTION WITH STATE HIGHWAY 172.
 DQ0434'CONTINUE WEST ON STATE HIGHWAY 31 FOR 3.2 MILES TO A CATTLE GUARD
 DQ0434'ACROSS THE HIGHWAY.  CONTINUE WEST ON THE HIGHWAY FOR 0.05
 DQ0434'MILE TO A CATTLE GUARD ON THE LEFT.  TURN LEFT OFF THE HIGHWAY,
 DQ0434'PASS OVER THE CATTLE GUARD AND GO SOUTH ON A TRACK ROAD FOR
 DQ0434'0.05 MILE TO AN OIL WELL.  TURN RIGHT AND FOLLOW THE TRACK
 DQ0434'ROAD WESTERLY, ALONG THE SOUTH SIDE OF THE ROCKY RIM FOR 1.25
 DQ0434'MILE TO A FORK, JUST NORTH OF THE NORTH ONE OF TWO MASTS.
 DQ0434'TAKE THE RIGHT FORK AND GO WEST ON THE TRACK ROAD FOR 0.2 MILE
 DQ0434'TO A WIRE GATE.  PASS THROUGH THE GATE AND GO WEST-NORTHWEST
 DQ0434'ON THE TRACK ROAD FOR 0.1 MILE TO THE NORTHWEST END OF THE
 DQ0434'ROCKY RIM AND THE STATION.
 DQ0434'
 DQ0434'ASTONOMIC PARTY C 621 VISITED THIS STATION.
 DQ0434
 DQ0434                          STATION RECOVERY (1973)
 DQ0434
 DQ0434'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973 (DPA)
 DQ0434'IN CHAVES COUNTY, 1.1 MILES NORTHEAST ALONG U.S. HIGHWAY 82,
 DQ0434'FROM THE POST OFFICE AT MALJAMAR, LEA COUNTY, THENCE 11.2 MILES
 DQ0434'NORTH ALONG STATE HIGHWAY 31 TO THE JUNCTION OF STATE HIGHWAY
 DQ0434'172, THENCE 3.0 MILES WEST ALONG STATE HIGHWAY 31 TO A CROSSROADS,
 DQ0434'CONTINUE WEST ON HIGHWAY ABOUT 200 FEET TO A OIL FIELD ROAD
 DQ0434'LEADING SOUTH, TURN SOUTH ABOUT 0.08 MILES TO AN ABANDONED
 DQ0434'OIL WELL TURN WEST AT ABANDONED OIL WELL ON A TRACK ROAD FOR
 DQ0434'1.2 MILES TO A ROAD FORK, TAKE RIGHT FORK AND CONTINUE TO
 DQ0434'POINT OF BLUFF AND BENCH MARK, ABOUT 100 FEET SOUTHEAST OF
 DQ0434'NORTHWEST POINT OF BLUFF.
 DQ0434'
 DQ0434'A STANDARD TRIANGULATION-STATION DISK STAMPED CEDAR 1922
 DQ0434
 DQ0434                          STATION RECOVERY (1973)
 DQ0434
 DQ0434'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 DQ0434'DESCRIPTION AND POSITION LISTED IN NGS QUAD 33103-3, STATION 1003.
 DQ0434'
 DQ0434'RECOVERED BY USGS IN 1947 AND 1956.
 DQ0434'
 DQ0434'RECOVERED BY USGS IN 1973 AND REVISED DESCRIPTION FOLLOWS
 DQ0434'
 DQ0434'IN CHAVES COUNTY, 1.1 MI. NE. ALONG U.S. HIGHWAY 82, FROM THE POST
 DQ0434'OFFICE AT MALJAMAR, LEA COUNTY, THENCE 11.2 MI. N. ALONG STATE HIGHWAY
 DQ0434'31 TO THE JUNCTION OF STATE HIGHWAY 172, THENCE 3.0 MI. W. ALONG STATE
 DQ0434'HIGHWAY 31 TO A CROSSROADS, CONTINUE W. ON HIGHWAY ABOUT 200 FT. TO A
 DQ0434'OIL FIELD RD. LEADING S., TURN S. ABOUT 0.08 MI. TO AN ABANDONED OIL
 DQ0434'WELL, TURN W. AT ABANDONED OIL WELL ON A TRACK RD. FOR 1.2 MI. TO A
 DQ0434'RD. FORK, TAKE RIGHT FORK AND CONTINUE TO POINT OF BLUFF AND BENCH
 DQ0434'MARK, ABOUT 100 FT. SE. OF NW. POINT OF BLUFF.
 DQ0434'
 DQ0434'STATION MARK--STANDARD TRIANGULATION-STATION DISK STAMPED---CEDAR
 DQ0434'1922---.
 DQ0434
 DQ0434                          STATION RECOVERY (1986)
 DQ0434
 DQ0434'RECOVERED 1986
 DQ0434'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1768 ***********************************************************************
 CX1768  DESIGNATION -  CEDAR
 CX1768  PID         -  CX1768
 CX1768  STATE/COUNTY-  NM/SIERRA
 CX1768  USGS QUAD   -  APACHE GAP (1985)
 CX1768
 CX1768                         *CURRENT SURVEY CONTROL
 CX1768  ___________________________________________________________________
 CX1768* NAD 83(1992)-  32 55 22.60624(N)    107 13 32.63168(W)     ADJUSTED  
 CX1768* NAVD 88     -      2237.     (meters)    7339.     (feet)  VERTCON   
 CX1768  ___________________________________________________________________
 CX1768  LAPLACE CORR-           5.41  (seconds)                    DEFLEC99
 CX1768  GEOID HEIGHT-         -23.33  (meters)                     GEOID03
 CX1768
 CX1768  HORZ ORDER  -  THIRD
 CX1768
 CX1768.The horizontal coordinates were established by classical geodetic methods
 CX1768.and adjusted by the National Geodetic Survey in December 1993..
 CX1768
 CX1768.The NAVD 88 height was computed by applying the VERTCON shift value to
 CX1768.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CX1768
 CX1768.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1768
 CX1768.The geoid height was determined by GEOID03.
 CX1768
 CX1768;                    North         East     Units Scale Factor Converg.
 CX1768;SPC NM W     -   213,374.164   886,827.398   MT  0.99995647   +0 19 48.9
 CX1768;SPC NM W     -   700,045.07  2,909,532.89   sFT  0.99995647   +0 19 48.9
 CX1768;UTM  13      - 3,644,942.542   291,879.354   MT  1.00013410   -1 12 36.5
 CX1768
 CX1768!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1768!SPC NM W     -   0.99965262  x   0.99995647  =   0.99960910
 CX1768!UTM  13      -   0.99965262  x   1.00013410  =   0.99978667
 CX1768
 CX1768:                Primary Azimuth Mark                     Grid Az
 CX1768:SPC NM W     -  CUTTER                                   041 09 04.6
 CX1768:UTM  13      -  CUTTER                                   042 41 30.0
 CX1768
 CX1768|---------------------------------------------------------------------|
 CX1768| PID    Reference Object                     Distance      Geod. Az  |
 CX1768|                                                           dddmmss.s |
 CX1768| CX1767 CUTTER                              APPROX. 9.4 KM 0412853.5 |
 CX1768|---------------------------------------------------------------------|
 CX1768
 CX1768                          SUPERSEDED SURVEY CONTROL
 CX1768
 CX1768  NAD 83(1986)-  32 55 22.61262(N)    107 13 32.63859(W) AD(       ) 3
 CX1768  NAD 27      -  32 55 22.34503(N)    107 13 30.54767(W) AD(       ) 3
 CX1768  NGVD 29 (07/19/86) 2236.     (m)         7336.     (f) VERT ANG       
 CX1768
 CX1768.Superseded values are not recommended for survey control.
 CX1768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1768.See file dsdata.txt to determine how the superseded data were derived.
 CX1768
 CX1768_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBS9187944943(NAD 83)
 CX1768
 CX1768  HISTORY     - Date     Condition        Report By
 CX1768  HISTORY     - UNK      MONUMENTED
 CX1768  HISTORY     - 1959     GOOD             USGS
 CX1768
 CX1768                          STATION DESCRIPTION
 CX1768
 CX1768'DESCRIBED BY US GEOLOGICAL SURVEY 1959 (MLR)
 CX1768'LOCATED ABOUT 3.0 MI. (AIRLINE) W. OF A GRADED N-S. RD. AND ABOUT 1.5
 CX1768'MI. (AIRLINE) N. OF APACHE GAP, ON A PROMINENT TOP ON THE S. END OF
 CX1768'A HIGH CEDAR COVERED RIDGE.
 CX1768'
 CX1768'TO REACH FROM INTERSECTION OF U.S. HIGHWAY 85 AND STATE HIGHWAY 51 AT
 CX1768'TRUTH OR CONSEQUENCES, NEW MEXICO, GO E. ON STATE HIGHWAY 51 11.7 MI.
 CX1768'TO A GRADED RD. S. AND --DIVIDE WELL--, TURN S. AND GO S. ON MAIN
 CX1768'TRAVELED RD. 10.1 MI. TO A Y-RD., CONTINUE S. ON MAIN TRAVELED RD. 4.1
 CX1768'MI. TO LYONS RANCH, CONTINUE S. AND SW. ALONG MAIN TRAVELED RD. 5.3
 CX1768'MI. TO AN EARTH TANK, BEAR RIGHT NW. UP STEEP RD. 2.8 MI. TO TOP OF
 CX1768'RIDGE AND Y-RD., TURN LEFT S. AND GO 1.0 MI. ALONG TOP OF RIDGE TO
 CX1768'END OF TRUCK TRAVEL.  PACK S. ALONG TOP OF RIDGE TO STATION SITE.
 CX1768'
 CX1768'RECOVERED IN GOOD CONDITION.
 CX1768'
 CX1768'STATION MARK--STANDARD TABLET CEMENTED IN SOLID ROCK OUTCROP, STAMPED
 CX1768'---CEDAR 1957--, AND FLUSH WITH TOP OF HILL.
 CX1768'
 CX1768'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0988 ***********************************************************************
 EQ0988  DESIGNATION -  CEDAR
 EQ0988  PID         -  EQ0988
 EQ0988  STATE/COUNTY-  NM/VALENCIA
 EQ0988  USGS QUAD   -  BELEN NW (1991)
 EQ0988
 EQ0988                         *CURRENT SURVEY CONTROL
 EQ0988  ___________________________________________________________________
 EQ0988* NAD 83(1992)-  34 39 52.78486(N)    106 59 32.74300(W)     ADJUSTED  
 EQ0988* NAVD 88     -      1667.0    (meters)    5469.     (feet)  VERTCON   
 EQ0988  ___________________________________________________________________
 EQ0988  LAPLACE CORR-          -4.14  (seconds)                    DEFLEC99
 EQ0988  GEOID HEIGHT-         -21.78  (meters)                     GEOID03
 EQ0988
 EQ0988  HORZ ORDER  -  SECOND
 EQ0988
 EQ0988.The horizontal coordinates were established by classical geodetic methods
 EQ0988.and adjusted by the National Geodetic Survey in December 1993..
 EQ0988
 EQ0988.The NAVD 88 height was computed by applying the VERTCON shift value to
 EQ0988.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EQ0988
 EQ0988.The Laplace correction was computed from DEFLEC99 derived deflections.
 EQ0988
 EQ0988.The geoid height was determined by GEOID03.
 EQ0988
 EQ0988;                    North         East     Units Scale Factor Converg.
 EQ0988;SPC NM C     -   406,627.178   431,955.842   MT  0.99995705   -0 25 20.2
 EQ0988;SPC NM C     - 1,334,076.00  1,417,175.12   sFT  0.99995705   -0 25 20.2
 EQ0988;SPC NM W     -   406,704.893   907,071.072   MT  0.99998985   +0 28 41.9
 EQ0988;SPC NM W     - 1,334,330.97  2,975,949.01   sFT  0.99998985   +0 28 41.9
 EQ0988;UTM  13      - 3,837,662.310   317,435.883   MT  1.00001082   -1 08 00.8
 EQ0988
 EQ0988!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EQ0988!SPC NM C     -   0.99974181  x   0.99995705  =   0.99969887
 EQ0988!SPC NM W     -   0.99974181  x   0.99998985  =   0.99973166
 EQ0988!UTM  13      -   0.99974181  x   1.00001082  =   0.99975262
 EQ0988
 EQ0988|---------------------------------------------------------------------|
 EQ0988| PID    Reference Object                     Distance      Geod. Az  |
 EQ0988|                                                           dddmmss.s |
 EQ0988| CD1764 CEDAR RM 1                           17.786 METERS 06419     |
 EQ0988| CD1763 CEDAR AZ MK                                        0975227.9 |
 EQ0988| CD1765 CEDAR RM 2                           23.305 METERS 14719     |
 EQ0988|---------------------------------------------------------------------|
 EQ0988
 EQ0988                          SUPERSEDED SURVEY CONTROL
 EQ0988
 EQ0988  NAD 83(1986)-  34 39 52.78948(N)    106 59 32.74317(W) AD(       ) 2
 EQ0988  NAD 27      -  34 39 52.58220(N)    106 59 30.62840(W) AD(       ) 2
 EQ0988  NGVD 29 (07/19/86) 1666.2    (m)         5467.     (f) VERT ANG       
 EQ0988
 EQ0988.Superseded values are not recommended for survey control.
 EQ0988.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0988.See file dsdata.txt to determine how the superseded data were derived.
 EQ0988
 EQ0988_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU1743637662(NAD 83)
 EQ0988_MARKER: DB = BENCH MARK DISK
 EQ0988_SETTING: 0 = UNSPECIFIED SETTING
 EQ0988_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EQ0988
 EQ0988  HISTORY     - Date     Condition        Report By
 EQ0988  HISTORY     - 1958     MONUMENTED       CGS
 EQ0988  HISTORY     - 1958     GOOD             CGS
 EQ0988
 EQ0988                          STATION DESCRIPTION
 EQ0988
 EQ0988'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RLE)
 EQ0988'THE STATION IS LOCATED ABOUT 17 MILES SOUTHWEST OF LOS LUNAS
 EQ0988'AND 13 MILES WEST OF BELEN, ON THE HIGHEST PART OF A PASTURE,
 EQ0988'NEAR THREE BRACED FENCE POSTS, AT A JOG IN AN EAST-WEST FENCE
 EQ0988'LINE, 8 FEET SOUTH OF THE FENCE AND 4 FEET EAST OF A WITNESS
 EQ0988'POST.  IT IS A U.S. GEOLOGICAL SURVEY BENCH MARK, WHICH PROJECTS
 EQ0988'1 FOOT AND IS STAMPED VABM 5471 CEDAR 1946.
 EQ0988'
 EQ0988'REFERENCE MARK NO. 1 IS 1 FOOT SOUTH OF THE FENCE.  IT PROJECTS
 EQ0988'5 INCHES AND IS STAMPED CEDAR USGS NO 1 1958.
 EQ0988'
 EQ0988'REFERENCE MARK NO. 2 IS 85 FEET SOUTH OF THE FENCE.  IT PROJECTS
 EQ0988'5 INCHES AND IS STAMPED CEDAR USGS NO 2 1958.
 EQ0988'
 EQ0988'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK
 EQ0988'NO. 2 IS 90.4 FEET.
 EQ0988'
 EQ0988'THE AZIMUTH MARK IS ABOUT 0.1 MILE NORTH OF A VERY DIM,
 EQ0988'DIAGONAL, TRACK CROSSROAD, 11 FEET WEST OF THE CENTER OF
 EQ0988'THE TRACK ROAD AND 2 FEET NORTH OF A WITNESS POST.  THE
 EQ0988'MARK PROJECTS 3 INCHES AND IS STAMPED CEDAR USGS 1958.
 EQ0988'
 EQ0988'TO REACH THE STATION FROM THE POST OFFICE IN LOS LUNAS, GO WEST
 EQ0988'0.15 MILES TO THE JUNCTION OF U.S. HIGHWAY 85 AND STATE HIGHWAY
 EQ0988'6, CONTINUE WEST ON HIGHWAY 6 FOR 15.75 MILES TO A BRIDGE OVER
 EQ0988'THE RIO PUERCO RIVER, CONTINUE OVER THE BRIDGE FOR 0.25 MILES TO
 EQ0988'A SIDE ROAD LEFT, TURN LEFT ON THE SIDE ROAD, CROSS THE
 EQ0988'RAILROAD TRACKS AND GO 0.2 MILES TO A CATTLE GUARD, CONTINUE
 EQ0988'ON GRADED ROAD FOR 0.15 MILE TO A FORK, BEAR RIGHT ACROSS A
 EQ0988'DRY WASH FOR 0.3 MILES TO A FORK, BEAR LEFT AND GO 1.6 MILES
 EQ0988'TO A FORK, BEAR LEFT AND GO 0.9 MILES TO A GATE AND FORK.  GO
 EQ0988'THROUGH THE GATE AND TAKE THE LEFT ROAD FOR 3.0 MILES TO A
 EQ0988'FORK, BEAR RIGHT AND GO 0.1 MILE TO A GATE.  GO THROUGH THE
 EQ0988'GATE AND CONTINUE SOUTHERLY ON A DIM TRACK ROAD FOR 1.0
 EQ0988'MILE TO A GATE, GO THROUGH THE GATE AND CONTINUE SOUTHERLY
 EQ0988'ON THE TRACK ROAD FOR 0.75 MILES TO A LARGE EARTH WATER
 EQ0988'RESERVOIR.  FOLLOW THE TRACK ROAD OVER THE RESERVOIR, OR
 EQ0988'PICK YOUR WAY AROUND THE EAST SIDE OF THE RESERVOIR, THEN
 EQ0988'CONTINUE SOUTHEASTERLY ON THE TRACK ROAD FOR 1.95 MILES TO
 EQ0988'ANOTHER LARGE EARTH RESERVOIR, GO WESTERLY AROUND THE SOUTH END
 EQ0988'OF THE RESERVOIR FOR 0.05 MILES TO THE TOP OF A SMALL
 EQ0988'RISE AND A SMALL WIRE-FENCED CORRAL, CONTINUE SOUTHWESTERLY ON
 EQ0988'A TRACK ROAD FOR 2.25 MILES TO A FORK, FOLLOW THE LEFT ROAD FOR
 EQ0988'1.9 MILES TO A GATE AND DIAGONAL CROSSROAD.  GO THROUGH
 EQ0988'THE GATE AND BEAR RIGHT ON THE TRACK ROAD FOR 0.55 MILES
 EQ0988'TO A VERY DIM, DIAGONAL TRACK CROSSROAD, TURN HARD RIGHT AND GO
 EQ0988'NORTH ON THE DIM TRACK ROAD FOR 0.1 MILE TO THE AZIMUTH MARK ON
 EQ0988'THE LEFT AS DESCRIBED, CONTINUE NORTH ON THE TRACK ROAD FOR
 EQ0988'0.2 MILES TO A FENCE.  TURN LEFT AND FOLLOW ALONG THE
 EQ0988'SOUTH SIDE OF THE FENCE, WESTERLY, FOR 0.5 MILES TO THE
 EQ0988'STATION AS DESCRIBED.
 EQ0988'
 EQ0988'HEIGHT OF LIGHT ABOVE STATION MARK 1.4 METERS.
 EQ0988
 EQ0988                          STATION RECOVERY (1958)
 EQ0988
 EQ0988'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 EQ0988'IN T 5 N, R 2 W, THE NE. 1/4 SEC. 13, 12 MI. E. OF BELEN, NEW MEXICO,
 EQ0988'ON THE N. END OF A POINT OF A MESA, 0.5 MI. E. OF AN ARROYA THAT
 EQ0988'DRAINS N., 1 MI. NW. OF A WINDMILL AND TANK.
 EQ0988'
 EQ0988'THE STATION IS BEST REACHED FROM BELEN BY LEAVING U.S. HIGHWAY 85 AT
 EQ0988'MESA RD., CONTINUE W. ON A RANCH RD. WHICH LEADS TO COMMANCHE RANCH.
 EQ0988'AT 0.2 MI. W. OF RIO PUERCO AT CATTLEGUARD, TURN RIGHT FOR 0.9 MI. TO
 EQ0988'RD. FORK, THENCE LEFT 4.3 MI. W. TO RD. FORK JUST N. OF WINDMILL,
 EQ0988'TURN RIGHT AND FOLLOW RIGHT HAND FORK N. 0.5 MI. TO RD. FORK, TAKE
 EQ0988'LEFT FORK 0.3 MI. TO FENCE, TURN LEFT (W.) AND FOLLOW FENCE 0.5 MI.
 EQ0988'TO STATION.
 EQ0988'
 EQ0988'RECOVERED BY NGS IN 1958.  DESCRIPTION AND POSITION LISTED IN NGS
 EQ0988'QUAD 34106-4, STATION 1002.
 EQ0988'
 EQ0988'STATION MARK--A U.S. GEOLOGICAL SURVEY BENCH MARK, WHICH PROJECTS 1
 EQ0988'FT. AND IS STAMPED---VABM 5471 CEDAR 1946---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GO0366 ***********************************************************************
 GO0366  DESIGNATION -  CEDAR
 GO0366  PID         -  GO0366
 GO0366  STATE/COUNTY-  NM/SAN JUAN
 GO0366  USGS QUAD   -  FARMINGTON NORTH (1979)
 GO0366
 GO0366                         *CURRENT SURVEY CONTROL
 GO0366  ___________________________________________________________________
 GO0366* NAD 83(1992)-  36 51 19.95208(N)    108 09 30.00805(W)     ADJUSTED  
 GO0366* NAVD 88     -      1865.8    (meters)    6121.     (feet)  VERTCON   
 GO0366  ___________________________________________________________________
 GO0366  LAPLACE CORR-           1.25  (seconds)                    DEFLEC99
 GO0366  GEOID HEIGHT-         -20.82  (meters)                     GEOID03
 GO0366
 GO0366  HORZ ORDER  -  THIRD
 GO0366
 GO0366.The horizontal coordinates were established by classical geodetic methods
 GO0366.and adjusted by the National Geodetic Survey in December 1993..
 GO0366
 GO0366.The NAVD 88 height was computed by applying the VERTCON shift value to
 GO0366.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GO0366
 GO0366.The Laplace correction was computed from DEFLEC99 derived deflections.
 GO0366
 GO0366.The geoid height was determined by GEOID03.
 GO0366
 GO0366;                    North         East     Units Scale Factor Converg.
 GO0366;SPC NM W     -   649,500.442   801,018.744   MT  0.99992701   -0 11 41.8
 GO0366;SPC NM W     - 2,130,902.70  2,628,009.00   sFT  0.99992701   -0 11 41.8
 GO0366;UTM  12      - 4,082,617.445   753,347.025   MT  1.00039080   +1 42 19.2
 GO0366
 GO0366!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GO0366!SPC NM W     -   0.99971054  x   0.99992701  =   0.99963757
 GO0366!UTM  12      -   0.99971054  x   1.00039080  =   1.00010123
 GO0366
 GO0366:                Primary Azimuth Mark                     Grid Az
 GO0366:SPC NM W     -  GREEN                                    076 27 22.0
 GO0366:UTM  12      -  GREEN                                    074 33 21.0
 GO0366
 GO0366|---------------------------------------------------------------------|
 GO0366| PID    Reference Object                     Distance      Geod. Az  |
 GO0366|                                                           dddmmss.s |
 GO0366| GO0365 GREEN                               APPROX. 5.4 KM 0761540.2 |
 GO0366|---------------------------------------------------------------------|
 GO0366
 GO0366                          SUPERSEDED SURVEY CONTROL
 GO0366
 GO0366  NAD 83(1992)-  36 51 19.95168(N)    108 09 30.00856(W) AD(       ) 3
 GO0366  NAD 83(1986)-  36 51 19.94539(N)    108 09 30.01720(W) AD(       ) 3
 GO0366  NAD 27      -  36 51 19.94120(N)    108 09 27.74629(W) AD(       ) 3
 GO0366  NGVD 29 (07/19/86) 1864.8    (m)         6118.     (f) VERT ANG       
 GO0366
 GO0366.Superseded values are not recommended for survey control.
 GO0366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GO0366.See file dsdata.txt to determine how the superseded data were derived.
 GO0366
 GO0366_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYF5334782617(NAD 83)
 GO0366_MARKER: DD = SURVEY DISK
 GO0366_SETTING: 0 = UNSPECIFIED SETTING
 GO0366_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GO0366
 GO0366  HISTORY     - Date     Condition        Report By
 GO0366  HISTORY     - 1960     MONUMENTED       USGS
 GO0366
 GO0366                          STATION DESCRIPTION
 GO0366
 GO0366'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 GO0366'STATION IS LOCATED 9.0 MI. NNE. OF FARMINGTON, NEW MEXICO, AND 3-1/2
 GO0366'MI. E. OF THE LA PLATA RIVER.
 GO0366'
 GO0366'TO REACH FROM THE POST OFFICE AT FLORA VISTA, NEW MEXICO, DRIVE W.
 GO0366'ALONG U.S. HIGHWAY 550 0.2 MI. TO JUNCTION WITH RD. FROM N., TURN
 GO0366'RIGHT AND DRIVE NORTHERLY 0.8 MI. TO JUNCTION WITH RD. FROM E.,
 GO0366'CONTINUE STRAIGHT AHEAD (NORTHERLY) 3.7 MI. TO Y-JUNCTION, TAKE
 GO0366'LEFT FORK AND DRIVE NORTHWESTERLY 1.9 MI. TO GATE 50 FT. N. OF
 GO0366'T-JUNCTION E., TURN LEFT ON DIM RD. ALONG N. EDGE OF FENCE AND DRIVE
 GO0366'1.5 MI. TO HIGHEST POINT OF RD., STATION IS 15 FT. NW. OF CENTERLINE.
 GO0366'
 GO0366'STATION MARK--STATION MARK IS A STANDARD TRIANGULATION TABLET SET
 GO0366'IN A 2 IN. PIPE FLUSH WITH GROUND.  TABLET IS STAMPED ---CEDAR
 GO0366'1960---.
 GO0366'
 GO0366'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR1002 ***********************************************************************
 DR1002  DESIGNATION -  CEDAR
 DR1002  PID         -  DR1002
 DR1002  STATE/COUNTY-  NM/OTERO
 DR1002  USGS QUAD   -  DOMINGO PEAK (1982)
 DR1002
 DR1002                         *CURRENT SURVEY CONTROL
 DR1002  ___________________________________________________________________
 DR1002* NAD 83(1992)-  33 02 34.81505(N)    105 50 50.19687(W)     ADJUSTED  
 DR1002* NAVD 88     -      2360.     (meters)    7743.     (feet)  SCALED    
 DR1002  ___________________________________________________________________
 DR1002  LAPLACE CORR-          14.59  (seconds)                    DEFLEC99
 DR1002  GEOID HEIGHT-         -20.75  (meters)                     GEOID03
 DR1002
 DR1002  HORZ ORDER  -  SECOND
 DR1002
 DR1002.The horizontal coordinates were established by classical geodetic methods
 DR1002.and adjusted by the National Geodetic Survey in December 1993..
 DR1002
 DR1002.The orthometric height was scaled from a topographic map.
 DR1002
 DR1002.The Laplace correction was computed from DEFLEC99 derived deflections.
 DR1002
 DR1002.The geoid height was determined by GEOID03.
 DR1002
 DR1002;                    North         East     Units Scale Factor Converg.
 DR1002;SPC NM C     -   226,592.517   537,613.864   MT  0.99991744   +0 13 10.5
 DR1002;SPC NM C     -   743,412.28  1,763,821.49   sFT  0.99991744   +0 13 10.5
 DR1002;UTM  13      - 3,656,373.373   420,888.162   MT  0.99967717   -0 27 43.3
 DR1002
 DR1002!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR1002!SPC NM C     -   0.99963290  x   0.99991744  =   0.99955037
 DR1002!UTM  13      -   0.99963290  x   0.99967717  =   0.99931019
 DR1002
 DR1002:                Primary Azimuth Mark                     Grid Az
 DR1002:SPC NM C     -  CEDAR AZ MK                              122 24 23.7
 DR1002:UTM  13      -  CEDAR AZ MK                              123 05 17.5
 DR1002
 DR1002|---------------------------------------------------------------------|
 DR1002| PID    Reference Object                     Distance      Geod. Az  |
 DR1002|                                                           dddmmss.s |
 DR1002| CJ6842 CEDAR AZ MK                                        1223734.2 |
 DR1002| CJ6843 CEDAR RM 1                            3.245 METERS 12909     |
 DR1002| CW0935 ALAMO LOOKOUT TOWER                 APPROX.19.2 KM 1701317.9 |
 DR1002| CJ6844 CEDAR RM 2                            9.330 METERS 24153     |
 DR1002|---------------------------------------------------------------------|
 DR1002
 DR1002                          SUPERSEDED SURVEY CONTROL
 DR1002
 DR1002  NAD 83(1986)-  33 02 34.82328(N)    105 50 50.20019(W) AD(       ) 2
 DR1002  NAD 27      -  33 02 34.51110(N)    105 50 48.23690(W) AD(       ) 2
 DR1002
 DR1002.Superseded values are not recommended for survey control.
 DR1002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR1002.See file dsdata.txt to determine how the superseded data were derived.
 DR1002
 DR1002_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDS2088856373(NAD 83)
 DR1002_MARKER: DS = TRIANGULATION STATION DISK
 DR1002_SETTING: 66 = SET IN ROCK OUTCROP
 DR1002
 DR1002  HISTORY     - Date     Condition        Report By
 DR1002  HISTORY     - 1943     MONUMENTED       CGS
 DR1002
 DR1002                          STATION DESCRIPTION
 DR1002
 DR1002'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (EHB)
 DR1002'THE STATION IS LOCATED ON A MOUNTAIN RIDGE ABOUT 12 MILES AIRLINE
 DR1002'NE OF ALAMOGORDO AND ABOUT 8-1/2 MILES NW OF CLOUDCROFT, IN
 DR1002'LINCOLN NATIONAL FOREST.
 DR1002'
 DR1002'THE STATION MARK IS A BRONZE STATION DISK WEDGED IN A DRILL
 DR1002'HOLE IN OUTCROPPING BEDROCK PROJECTING ABOUT 4 INCHES ABOVE
 DR1002'GROUND.  IT IS STAMPED CEDAR 1943.
 DR1002'
 DR1002'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK WEDGED IN A DRILL
 DR1002'HOLE IN OUTCROPPING BEDROCK PROJECTING ABOUT 2 INCHES ABOVE
 DR1002'GROUND AND IS ABOUT 1 FOOT LOWER THAN THE STATION.  IT IS
 DR1002'STAMPED CEDAR NO 1 1943.
 DR1002'
 DR1002'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK WEDGED IN A DRILL
 DR1002'HOLE IN OUTCROPPING BEDROCK PROJECTING ABOUT 3 INCHES ABOVE
 DR1002'GROUND AND IS ABOUT 2 FEET LOWER THAN THE STATION.  IT IS
 DR1002'STAMPED CEDAR NO 2 1943.
 DR1002'
 DR1002'THE AZIMUTH MARK IS ABOUT 0.3 MILE ESE OF THE STATION, ABOUT
 DR1002'30 FEET S OF THE FENCE CORNER MENTIONED IN THE ABOVE DESCRIPTION
 DR1002'AND ABOUT 2 FEET FROM A SMALL ROCK CAIRN.  IT IS A BRONZE
 DR1002'AZIMUTH DISK WEDGED IN A DRILL HOLE IN OUTCROPPING BEDROCK
 DR1002'PROJECTING ABOUT 6 INCHES ABOVE GROUND.  IT IS STAMPED CEDAR
 DR1002'1943.
 DR1002'
 DR1002'TO REACH FROM THE INTERSECTION, 1 BLOCK E OF THE RAILROAD
 DR1002'STATION IN ALAMOGORDO, GO N ON U.S. HIGHWAY 54 FOR 5.35
 DR1002'MILES.  THENCE RIGHT ON STATE HIGHWAY 83 TOWARD CLOUDCROFT,
 DR1002'5.3 MILES TO T-ROAD LEFT AND SIGN TURNER RANCH 8 MILES.  TAKE
 DR1002'T-ROAD LEFT 2.3 MILES.  THENCE LEFT FORK 0.85 MILE TO FORKS.
 DR1002'TAKE LEFT FORK, AS PER SIGN TURNER RANCH 3, AND FOLLOW
 DR1002'MAIN-TRAVELED ROAD 4.15 MILES TO TURNER RANCH BUILDINGS ON THE
 DR1002'RIGHT.  CONTINUE ON ROAD 0.3 MILE TO PINE TREE WITH
 DR1002'TRIANGULAR BLAZE ON THE RIGHT.  CROSS WASH AND FOLLOW
 DR1002'FOOT TRAIL W TO TOP OF RIDGE AND WIRE GATE.  FROM HERE
 DR1002'THE STATION IS ON THE S END OF THE NEXT RIDGE W.  TURN
 DR1002'LEFT AT GATE AND FOLLOW FENCE ABOUT 1/4 MILE TO FENCE
 DR1002'CORNER.  (THE AZIMUTH MARK IS ABOUT 30 FEET FROM THE FENCE
 DR1002'CORNER, DIRECTLY IN LINE WITH N-S FENCE.) TURN RIGHT AND
 DR1002'FOLLOW THENCE W ABOUT 0.3 MILE TO NEXT RIDGE.  THE STATION
 DR1002'IS ON THE S SLOPE OF RIDGE, ABOUT 65 FEET N OF THE FENCE.
 DR1002'
 DR1002'A 4-FOOT WOOD STAND WAS USED FOR OBSERVATIONS.
 DR1002'
 DR1002'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CF0270 ***********************************************************************
 CF0270  DESIGNATION -  CEDAR RESET
 CF0270  PID         -  CF0270
 CF0270  STATE/COUNTY-  NM/LUNA
 CF0270  USGS QUAD   -  HAT TOP MOUNTAIN (1964)
 CF0270
 CF0270                         *CURRENT SURVEY CONTROL
 CF0270  ___________________________________________________________________
 CF0270* NAD 83(1992)-  31 58 13.02206(N)    108 10 55.96104(W)     ADJUSTED  
 CF0270* NAVD 88     -      1895.     (meters)    6217.     (feet)  SCALED    
 CF0270  ___________________________________________________________________
 CF0270  LAPLACE CORR-           1.53  (seconds)                    DEFLEC99
 CF0270  GEOID HEIGHT-         -24.90  (meters)                     GEOID03
 CF0270
 CF0270  HORZ ORDER  -  FIRST
 CF0270
 CF0270.The horizontal coordinates were established by classical geodetic methods
 CF0270.and adjusted by the National Geodetic Survey in December 1993..
 CF0270
 CF0270.The orthometric height was scaled from a topographic map.
 CF0270
 CF0270.The Laplace correction was computed from DEFLEC99 derived deflections.
 CF0270
 CF0270.The geoid height was determined by GEOID03.
 CF0270
 CF0270;                    North         East     Units Scale Factor Converg.
 CF0270;SPC NM W     -   107,627.186   797,025.445   MT  0.99993007   -0 11 05.0
 CF0270;SPC NM W     -   353,106.86  2,614,907.65   sFT  0.99993007   -0 11 05.0
 CF0270;UTM  12      - 3,540,610.646   766,288.507   MT  1.00047460   +1 29 34.2
 CF0270
 CF0270!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CF0270!SPC NM W     -   0.99970648  x   0.99993007  =   0.99963657
 CF0270!UTM  12      -   0.99970648  x   1.00047460  =   1.00018094
 CF0270
 CF0270:                Primary Azimuth Mark                     Grid Az
 CF0270:SPC NM W     -  SHARP PEAK CAIRN                         022 11 51.9
 CF0270:UTM  12      -  SHARP PEAK CAIRN                         020 31 12.7
 CF0270
 CF0270|---------------------------------------------------------------------|
 CF0270| PID    Reference Object                     Distance      Geod. Az  |
 CF0270|                                                           dddmmss.s |
 CF0270| CY0981 SHARP PEAK CAIRN                    APPROX. 7.0 KM 0220046.9 |
 CF0270| CC7116 CEDAR AZ MK                                        1130009.3 |
 CF0270| CF0265 W CAIRN                             APPROX. 9.8 KM 1230117.3 |
 CF0270| CC7117 CEDAR RM 1                            3.992 METERS 19812     |
 CF0270| CC7118 CEDAR RM 2                            5.163 METERS 30128     |
 CF0270| CY0984 PEAK CAIRN                          APPROX. 9.4 KM 3164757.0 |
 CF0270|---------------------------------------------------------------------|
 CF0270
 CF0270                          SUPERSEDED SURVEY CONTROL
 CF0270
 CF0270  NAD 83(1986)-  31 58 13.01950(N)    108 10 55.95815(W) AD(       ) 1
 CF0270  NAD 27      -  31 58 12.68122(N)    108 10 53.81657(W) AD(       ) 1
 CF0270
 CF0270.Superseded values are not recommended for survey control.
 CF0270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0270.See file dsdata.txt to determine how the superseded data were derived.
 CF0270
 CF0270_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RYA6628940611(NAD 83)
 CF0270_MARKER: DD = SURVEY DISK
 CF0270_SETTING: 80 = SET IN A BOULDER
 CF0270_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 CF0270
 CF0270  HISTORY     - Date     Condition        Report By
 CF0270  HISTORY     - 1939     MONUMENTED       CGS
 CF0270  HISTORY     - 1939     GOOD             USGS
 CF0270
 CF0270                          STATION DESCRIPTION
 CF0270
 CF0270'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FGJ)
 CF0270'STATION IS LOCATED ON THE HIGHEST PEAK IN THE VICINITY KNOWN
 CF0270'AS CEDAR MOUNTAIN.  IT IS 9 MILES NE OF HACHITA, 2 MILES
 CF0270'E OF THE GRANT-LUNA COUNTY LINE, AND 3 MILES NNW FROM THE FAULKNER
 CF0270'RANCH.
 CF0270'
 CF0270'STATION MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL HOLE
 CF0270'IN A BOULDER AS DESCRIBED.  REFERENCE MARKS ARE
 CF0270'STANDARD BRONZE DISKS IN A BOULDER AS DESCRIBED.
 CF0270'AZIMUTH MARK IS A STANDARD BRONZE DISK IN OUTCROPPING BEDROCK
 CF0270'AS DESCRIBED.
 CF0270'
 CF0270'REACHED FROM HACHITA BY GOING E ON STATE HIGHWAY 3 (FROM THE
 CF0270'POST OFFICE) FOR 7.0 MILES TO A SIDE ROAD LEFT.  TURN LEFT,
 CF0270'N, CROSS THE RAILROAD TRACKS AND FOLLOW THE MAIN ROAD N FOR 4.5
 CF0270'MILES TO THE FAULKNER RANCH.  PASS TO THE RIGHT OF THE HOUSE
 CF0270'AND GO THROUGH GATE, THEN TURN LEFT AND FOLLOW THE TRACK ROAD
 CF0270'W AND NW FOR 0.6 MILE.  THENCE LEAVE THE TRACK ROAD AND GO
 CF0270'NW CROSS COUNTRY TOWARD THE SADDLE TO THE RIGHT OF THE STATION
 CF0270'PEAK 1.9 MILES TO THE END OF TRUCK TRAVEL.  PACK NW TO THE
 CF0270'SADDLE THENCE UP THE STEEP SLOPE TO THE HIGHEST POINT AND
 CF0270'STATION.
 CF0270'
 CF0270'AZIMUTH MARK IS LOCATED ON THE W SLOPE OF THE HIGHEST PEAK
 CF0270'ESE OF THE STATION.  IT IS SET IN THE RIM ROCK, THE HIGHEST
 CF0270'OF WHICH CAN BE SEEN FROM THE END OF TRUCK TRAVEL TO THE NE,
 CF0270'ABOUT TWO-THIRDS OF THE WAY UP THE HILL AND ABOUT 12 FEET N
 CF0270'OF THE S EDGE OF THE RIM ROCK.  A PACK OF 30 MINUTES TO AZIMUTH,
 CF0270'1 HOUR TO STATION.
 CF0270
 CF0270                          STATION RECOVERY (1939)
 CF0270
 CF0270'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1939
 CF0270'STATION MARK - STANDAD NGS BRONZE DISK IN A DRILL HOLE IN A BOULDER.
 CF0270'ORIGINAL USGS MARK WAS A CROSS CUT ON LEDGE, REPLACED BY A STANDARD
 CF0270'NGS DISK WHICH IS THE SAME LOCATION.
 CF0270'
 CF0270'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0612 ***********************************************************************
 EP0612  DESIGNATION -  CEDAR RESET
 EP0612  PID         -  EP0612
 EP0612  STATE/COUNTY-  NM/LINCOLN
 EP0612  USGS QUAD   -  COWBOY MESA NW (1981)
 EP0612
 EP0612                         *CURRENT SURVEY CONTROL
 EP0612  ___________________________________________________________________
 EP0612* NAD 83(1992)-  34 14 45.49316(N)    105 14 45.77742(W)     ADJUSTED  
 EP0612* NAVD 88     -      1821.0    (meters)    5974.     (feet)  VERTCON   
 EP0612  ___________________________________________________________________
 EP0612  LAPLACE CORR-          -6.61  (seconds)                    DEFLEC99
 EP0612  GEOID HEIGHT-         -21.22  (meters)                     GEOID03
 EP0612
 EP0612  HORZ ORDER  -  FIRST
 EP0612
 EP0612.The horizontal coordinates were established by classical geodetic methods
 EP0612.and adjusted by the National Geodetic Survey in December 1993..
 EP0612
 EP0612.The NAVD 88 height was computed by applying the VERTCON shift value to
 EP0612.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EP0612
 EP0612.The Laplace correction was computed from DEFLEC99 derived deflections.
 EP0612
 EP0612.The geoid height was determined by GEOID03.
 EP0612
 EP0612;                    North         East     Units Scale Factor Converg.
 EP0612;SPC NM C     -   360,391.236   592,474.085   MT  1.00000538   +0 33 54.0
 EP0612;SPC NM C     - 1,182,383.58  1,943,808.73   sFT  1.00000538   +0 33 54.0
 EP0612;UTM  13      - 3,789,456.602   477,343.558   MT  0.99960633   -0 08 18.5
 EP0612
 EP0612!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EP0612!SPC NM C     -   0.99971755  x   1.00000538  =   0.99972293
 EP0612!UTM  13      -   0.99971755  x   0.99960633  =   0.99932400
 EP0612
 EP0612|---------------------------------------------------------------------|
 EP0612| PID    Reference Object                     Distance      Geod. Az  |
 EP0612|                                                           dddmmss.s |
 EP0612| CJ6840 CEDAR RM 1                           41.922 METERS 08307     |
 EP0612| CJ6841 CEDAR RM 2                           34.122 METERS 20136     |
 EP0612| EP0616 BUCK                                APPROX.16.7 KM 2752014.1 |
 EP0612|---------------------------------------------------------------------|
 EP0612
 EP0612                          SUPERSEDED SURVEY CONTROL
 EP0612
 EP0612  NAD 83(1986)-  34 14 45.49951(N)    105 14 45.77778(W) AD(       ) 1
 EP0612  NAD 27      -  34 14 45.22500(N)    105 14 43.77800(W) AD(       ) 1
 EP0612  NGVD 29 (07/19/86) 1820.2    (m)         5972.     (f) VERT ANG       
 EP0612
 EP0612.Superseded values are not recommended for survey control.
 EP0612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EP0612.See file dsdata.txt to determine how the superseded data were derived.
 EP0612
 EP0612_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDT7734489457(NAD 83)
 EP0612_MARKER: DS = TRIANGULATION STATION DISK
 EP0612_SETTING: 80 = SET IN A BOULDER
 EP0612_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 EP0612
 EP0612  HISTORY     - Date     Condition        Report By
 EP0612  HISTORY     - 1975     MONUMENTED       NGS
 EP0612
 EP0612                          STATION DESCRIPTION
 EP0612
 EP0612'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (JRS)
 EP0612'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED.
 EP0612'THE SURFACE AND UNDERGROUND STATION MARKS WERE LOWERED HOLDING
 EP0612'THE EXACT POSITION.  A DIFFERENCE OF 0.09 FEET OR 0.028
 EP0612'METERS IN THE DISTANCE TO REFERENCE MARK 1 WAS NOTED.  THE
 EP0612'DIRECTION TO REFERENCE MARK 1 CHECKED THE OLD DATA.  A DIFFERENCE
 EP0612'OF 0.08 FEET OR 0.024 METERS IN THE DISTANCE AND A DIFFERENCE
 EP0612'OF 5 MINUTES, 08.8 SECONDS IN THE DIRECTION THE REFERENCE
 EP0612'MARK 2 WAS NOTED.  FOLLOWING IS A NEW DESCRIPTION.
 EP0612'
 EP0612'THE STATION IS ABOUT 20 MILES EAST OF CORONA, 8-1/2 MILES
 EP0612'NORTH OF STATE HIGHWAY 42, 1-1/2 MILES EAST OF THE NALDA
 EP0612'RANCH HOUSE, ON TOP OF A CEDAR COVERED RIDGE AND ON PROPERTY
 EP0612'OWNED BY MITCH NALDA.
 EP0612'
 EP0612'TO REACH THE STATION FROM THE POST OFFICE IN CORONA, GO SOUTH
 EP0612'ON U.S. HIGHWAY 54 FOR 0.35 MILE TO THE JUNCTION WITH STATE
 EP0612'HIGHWAY 42.  TURN LEFT AND GO EASTERLY ON HIGHWAY 42 FOR
 EP0612'16.7 MILES TO A FORK AND A SIGN U.S. 285 3 MI.  TAKE THE LEFT
 EP0612'FORK AND CONTINUE EAST ON A PAVED ROAD FOR 0.2 MILE TO THE
 EP0612'END OF THE PAVEMENT.  CONTINUE EAST ON A GRAVELED ROAD FOR
 EP0612'10.15 MILES TO A SIDE ROAD LEFT.  TURN LEFT AND GO NORTH,
 EP0612'WEST AND NORTH ON A GRAVELED ROAD FOR 10.75 MILES TO A SIDE
 EP0612'ROAD LEADING TO A RANCH HOUSE.  CONTINUE NORTH AND EAST ON
 EP0612'A GRADED ROAD FOR 1.65 MILES TO A SMALL RISE IN THE ROAD.
 EP0612'TURN RIGHT AND GO SOUTH AND SOUTHEAST ACROSS PASTURELAND FOR
 EP0612'0.4 MILE AT A SANDY AREA.  TURN RIGHT AND GO EAST THROUGH
 EP0612'WOODS FOR 0.4 MILE TO THE NORTHEAST EDGE OF THE RIDGE AND
 EP0612'THE STATION.
 EP0612'
 EP0612'STATION MARKS ARE STANDARD DISKS, STAMPED CEDAR 1934 1975.
 EP0612'THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE
 EP0612'MONUMENT, THAT IS FLUSH WITH THE GROUND.  IT IS 2.3 FEET
 EP0612'SOUTHEAST OF A WITNESS POST.  THE UNDERGROUND DISK IS CEMENTED
 EP0612'IN A DRILL HOLE IN A BOULDER, THAT IS 18 INCHES BELOW THE
 EP0612'GROUND SURFACE.
 EP0612'
 EP0612'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CEDAR 1934 NO
 EP0612'1, CEMENTED IN A DRILL HOLE IN A 1 X 2 FOOT BOULDER, THAT
 EP0612'IS FLUSH WITH THE GROUND.
 EP0612'
 EP0612'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED CEDAR 1934 NO
 EP0612'2, CEMENTED IN A DRILL HOLE IN A 2 X 2 FOOT BOULDER, THAT
 EP0612'PROJECTS 6 INCHES ABOVE THE GROUND.
 EP0612'
 EP0612'HEIGHT OF LIGHT ABOVE STATION MARK 15.9 FEET.
 EP0612'
 EP0612'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--20 MILES
 EP0612'EAST OF CORONA
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0189 ***********************************************************************
 CX0189  DESIGNATION -  CEDAR RM 1
 CX0189  PID         -  CX0189
 CX0189  STATE/COUNTY-  NM/DONA ANA
 CX0189  USGS QUAD   -  BENNETT MOUNTAIN (1981)
 CX0189
 CX0189                         *CURRENT SURVEY CONTROL
 CX0189  ___________________________________________________________________
 CX0189* NAD 83(1986)-  32 33 19.     (N)    106 26 33.     (W)     SCALED    
 CX0189* NAVD 88     -      1350.022  (meters)    4429.20   (feet)  ADJUSTED  
 CX0189  ___________________________________________________________________
 CX0189  GEOID HEIGHT-         -23.26  (meters)                     GEOID03
 CX0189  DYNAMIC HT  -        1348.033 (meters)    4422.67  (feet)  COMP
 CX0189  MODELED GRAV-     979,118.2   (mgal)                       NAVD 88
 CX0189
 CX0189  VERT ORDER  -  SECOND    CLASS 0
 CX0189
 CX0189.The horizontal coordinates were scaled from a topographic map and have
 CX0189.an estimated accuracy of +/- 6 seconds.
 CX0189
 CX0189.The orthometric height was determined by differential leveling
 CX0189.and adjusted by the National Geodetic Survey in June 1991..
 CX0189
 CX0189.The geoid height was determined by GEOID03.
 CX0189
 CX0189.The dynamic height is computed by dividing the NAVD 88
 CX0189.geopotential number by the normal gravity value computed on the
 CX0189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0189.degrees latitude (g = 980.6199 gals.).
 CX0189
 CX0189.The modeled gravity was interpolated from observed gravity values.
 CX0189
 CX0189;                    North         East    Units  Estimated Accuracy
 CX0189;SPC NM C     -   172,450.      481,920.      MT  (+/- 180 meters Scaled)
 CX0189
 CX0189                          SUPERSEDED SURVEY CONTROL
 CX0189
 CX0189  NGVD 29 (??/??/92) 1349.447  (m)         4427.31   (f) ADJ UNCH    2 0
 CX0189
 CX0189.Superseded values are not recommended for survey control.
 CX0189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0189.See file dsdata.txt to determine how the superseded data were derived.
 CX0189
 CX0189_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS645029(NAD 83)
 CX0189_MARKER: DR = REFERENCE MARK DISK
 CX0189_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CX0189_SP_SET: MONUMENT
 CX0189_STAMPING: CEDAR NO 1 1967
 CX0189_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX0189
 CX0189  HISTORY     - Date     Condition        Report By
 CX0189  HISTORY     - 1967     MONUMENTED       CGS
 CX0189  HISTORY     - 1968     GOOD             NGS
 CX0189
 CX0189                          STATION DESCRIPTION
 CX0189
 CX0189'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CX0189'13.1 MI N FROM WHITE SANDS MISSILE RANGE HDQ.
 CX0189'4.2 MILES NORTH ALONG MAIN ACCESS ROAD FROM THE WHITE SANDS MISSILE
 CX0189'RANGE HEADQUARTERS, THENCE 4.6 MILES NORTHEASTERLY ALONG U.S. HIGHWAY
 CX0189'70, THENCE 6.6 MILES NORTHWEST AND NORTH ALONG WSMR ROUTE 7, THENCE
 CX0189'300 FEET WEST NORTHWEST TO A DIM TRACK ROAD, THENCE 0.4 MILE WEST,
 CX0189'UPHILL, ALONG DIM TRACK ROAD TO POWERLINE, THENCE 0.6 MILES ALONG DIM
 CX0189'TRACK ROAD.  IT IS 30 FEET SOUTH SOUTHEAST OF A METAL WITNESS SIGN, 26
 CX0189'FEET SOUTH OF TRIANGULATION STATION CEDAR NEAR THE WEST EDGE OF THE
 CX0189'HIGHEST PART OF RIDGE.  IT IS SET IN THE TOP OF A 12-INCH IN DIAMETER
 CX0189'CONCRETE MONUMENT THAT PROJECTS ABOUT 4-INCHES ABOVE THE GROUND AND IS
 CX0189'ABOUT 3 FEET BELOW STATION ELEVATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0435 ***********************************************************************
 DQ0435  DESIGNATION -  CEDAR RM 1
 DQ0435  PID         -  DQ0435
 DQ0435  STATE/COUNTY-  NM/LEA
 DQ0435  USGS QUAD   -  CEDAR POINT (1984)
 DQ0435
 DQ0435                         *CURRENT SURVEY CONTROL
 DQ0435  ___________________________________________________________________
 DQ0435* NAD 83(1986)-  33 01 02.     (N)    103 52 39.     (W)     SCALED    
 DQ0435* NAVD 88     -      1361.321  (meters)    4466.27   (feet)  ADJUSTED  
 DQ0435  ___________________________________________________________________
 DQ0435  GEOID HEIGHT-         -22.30  (meters)                     GEOID03
 DQ0435  DYNAMIC HT  -        1359.436 (meters)    4460.08  (feet)  COMP
 DQ0435  MODELED GRAV-     979,204.2   (mgal)                       NAVD 88
 DQ0435
 DQ0435  VERT ORDER  -  SECOND    CLASS 0
 DQ0435
 DQ0435.The horizontal coordinates were scaled from a topographic map and have
 DQ0435.an estimated accuracy of +/- 6 seconds.
 DQ0435
 DQ0435.The orthometric height was determined by differential leveling
 DQ0435.and adjusted by the National Geodetic Survey in June 1991..
 DQ0435
 DQ0435.The geoid height was determined by GEOID03.
 DQ0435
 DQ0435.The dynamic height is computed by dividing the NAVD 88
 DQ0435.geopotential number by the normal gravity value computed on the
 DQ0435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0435.degrees latitude (g = 980.6199 gals.).
 DQ0435
 DQ0435.The modeled gravity was interpolated from observed gravity values.
 DQ0435
 DQ0435;                    North         East    Units  Estimated Accuracy
 DQ0435;SPC NM E     -   223,760.      207,590.      MT  (+/- 180 meters Scaled)
 DQ0435
 DQ0435                          SUPERSEDED SURVEY CONTROL
 DQ0435
 DQ0435  NGVD 29 (??/??/92) 1360.803  (m)         4464.57   (f) ADJ UNCH    2 0
 DQ0435
 DQ0435.Superseded values are not recommended for survey control.
 DQ0435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0435.See file dsdata.txt to determine how the superseded data were derived.
 DQ0435
 DQ0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFS048537(NAD 83)
 DQ0435_MARKER: DR = REFERENCE MARK DISK
 DQ0435_SETTING: 66 = SET IN ROCK OUTCROP
 DQ0435_SP_SET: OUTCROP
 DQ0435_STAMPING: CEDAR NO. 1 1922
 DQ0435_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DQ0435+STABILITY: POSITION/ELEVATION WELL
 DQ0435
 DQ0435  HISTORY     - Date     Condition        Report By
 DQ0435  HISTORY     - 1922     MONUMENTED       CGS
 DQ0435  HISTORY     - 1941     GOOD             NGS
 DQ0435
 DQ0435                          STATION DESCRIPTION
 DQ0435
 DQ0435'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 DQ0435'14.9 MI NW FROM MALJAMAR.
 DQ0435'TO REACH BENCH MARK FROM THE MALJAMAR POST OFFICE, PROCEED EAST ON
 DQ0435'STATE HIGHWAY NO. 83, GO 0.9 MILES TO INTERSECTION OF STATE HIGHWAY
 DQ0435'NO. 31.  THENCE, TURN LEFT (NORTH), ONTO STATE HIGHWAY NO. 31, GO 12.5
 DQ0435'MILES TO INTERSECTION OF ROAD NORTH TO CAPROCK.  THENCE, TURN LEFT
 DQ0435'WITH HIGHWAY NO. 31, GO 0.4 MILES TO EDGE OF CAPROCK RIM. THENCE, TURN
 DQ0435'LEFT ALONG THE EDGE OF RIM, GO 1.1 MILES TO SITE OF BENCH MARK. BENCH
 DQ0435'MARK IS ON THE EXTREME POINT OF CAPROCK RIM. ABOUT 0.4 MILES SOUTH OF
 DQ0435'HIGHWAY AT A POINT 1.0 MILES WEST OF TOP OF GRADE. IT IS 90 FEET SOUTH
 DQ0435'OF REFER. MARK NO. 2.  63.6 FEET SOUTHWEST OF TRIANGULATION STATION
 DQ0435'CEDAR.  12 FEET EAST OF WEST EDGE OF RIM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0190 ***********************************************************************
 CX0190  DESIGNATION -  CEDAR RM 2
 CX0190  PID         -  CX0190
 CX0190  STATE/COUNTY-  NM/DONA ANA
 CX0190  USGS QUAD   -  BENNETT MOUNTAIN (1981)
 CX0190
 CX0190                         *CURRENT SURVEY CONTROL
 CX0190  ___________________________________________________________________
 CX0190* NAD 83(1986)-  32 33 19.     (N)    106 26 33.     (W)     SCALED    
 CX0190* NAVD 88     -      1351.556  (meters)    4434.23   (feet)  ADJUSTED  
 CX0190  ___________________________________________________________________
 CX0190  GEOID HEIGHT-         -23.26  (meters)                     GEOID03
 CX0190  DYNAMIC HT  -        1349.566 (meters)    4427.70  (feet)  COMP
 CX0190  MODELED GRAV-     979,118.2   (mgal)                       NAVD 88
 CX0190
 CX0190  VERT ORDER  -  SECOND    CLASS 0
 CX0190
 CX0190.The horizontal coordinates were scaled from a topographic map and have
 CX0190.an estimated accuracy of +/- 6 seconds.
 CX0190
 CX0190.The orthometric height was determined by differential leveling
 CX0190.and adjusted by the National Geodetic Survey in June 1991..
 CX0190
 CX0190.The geoid height was determined by GEOID03.
 CX0190
 CX0190.The dynamic height is computed by dividing the NAVD 88
 CX0190.geopotential number by the normal gravity value computed on the
 CX0190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0190.degrees latitude (g = 980.6199 gals.).
 CX0190
 CX0190.The modeled gravity was interpolated from observed gravity values.
 CX0190
 CX0190;                    North         East    Units  Estimated Accuracy
 CX0190;SPC NM C     -   172,450.      481,920.      MT  (+/- 180 meters Scaled)
 CX0190
 CX0190                          SUPERSEDED SURVEY CONTROL
 CX0190
 CX0190  NGVD 29 (??/??/92) 1350.982  (m)         4432.35   (f) ADJ UNCH    2 0
 CX0190
 CX0190.Superseded values are not recommended for survey control.
 CX0190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0190.See file dsdata.txt to determine how the superseded data were derived.
 CX0190
 CX0190_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS645029(NAD 83)
 CX0190_MARKER: DR = REFERENCE MARK DISK
 CX0190_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CX0190_SP_SET: MONUMENT
 CX0190_STAMPING: CEDAR NO 2 1967
 CX0190_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX0190
 CX0190  HISTORY     - Date     Condition        Report By
 CX0190  HISTORY     - 1967     MONUMENTED       CGS
 CX0190  HISTORY     - 1968     GOOD             NGS
 CX0190
 CX0190                          STATION DESCRIPTION
 CX0190
 CX0190'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CX0190'13.1 MI N FROM WHITE SANDS MISSILE RANGE HDQ.
 CX0190'4.2 MILES NORTH ALONG MAIN ACCESS ROAD FROM THE WHITE SANDS MISSILE
 CX0190'RANGE HEADQUARTERS, THENCE 4.6 MILES NORTHEASTLY ALONG U.S. HIGHWAY
 CX0190'70, THENCE 6.6 MILES NORTHWEST AND NORTH ALONG WSMR ROUTE 7, THENCE
 CX0190'300 FEET WEST NORTHWEST TO A DIM TRACK ROAD, THENCE 0.4 MILE WEST,
 CX0190'UPHILL, ALONG DIM TRACK ROAD TO A POWERLINE, THENCE 0.6 MILE WEST
 CX0190'ALONG DIM TRACK ROAD.  IT IS 45 FEET WEST OF A METAL WITNESS SIGN, 42
 CX0190'FEET WEST OF TRIANGULATION STATION CEDAR AND ON THE WEST END OF THE
 CX0190'HIGH POINT OF RIDGE.  IT IS SET IN THE TOP OF A 12-INCH IN DIAMETER
 CX0190'CONCRETE MONUMENT THAT PROJECTS ABOUT 6-INCHES ABOVE THE GROUND AND IS
 CX0190'ABOUT 2 FEET ABOVE STATION ELEVATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0436 ***********************************************************************
 DQ0436  DESIGNATION -  CEDAR RM 2
 DQ0436  PID         -  DQ0436
 DQ0436  STATE/COUNTY-  NM/LEA
 DQ0436  USGS QUAD   -  CEDAR POINT (1984)
 DQ0436
 DQ0436                         *CURRENT SURVEY CONTROL
 DQ0436  ___________________________________________________________________
 DQ0436* NAD 83(1986)-  33 01 02.     (N)    103 52 39.     (W)     SCALED    
 DQ0436* NAVD 88     -      1360.920  (meters)    4464.95   (feet)  ADJUSTED  
 DQ0436  ___________________________________________________________________
 DQ0436  GEOID HEIGHT-         -22.30  (meters)                     GEOID03
 DQ0436  DYNAMIC HT  -        1359.036 (meters)    4458.77  (feet)  COMP
 DQ0436  MODELED GRAV-     979,204.2   (mgal)                       NAVD 88
 DQ0436
 DQ0436  VERT ORDER  -  SECOND    CLASS 0
 DQ0436
 DQ0436.The horizontal coordinates were scaled from a topographic map and have
 DQ0436.an estimated accuracy of +/- 6 seconds.
 DQ0436
 DQ0436.The orthometric height was determined by differential leveling
 DQ0436.and adjusted by the National Geodetic Survey in June 1991..
 DQ0436
 DQ0436.The geoid height was determined by GEOID03.
 DQ0436
 DQ0436.The dynamic height is computed by dividing the NAVD 88
 DQ0436.geopotential number by the normal gravity value computed on the
 DQ0436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0436.degrees latitude (g = 980.6199 gals.).
 DQ0436
 DQ0436.The modeled gravity was interpolated from observed gravity values.
 DQ0436
 DQ0436;                    North         East    Units  Estimated Accuracy
 DQ0436;SPC NM E     -   223,760.      207,590.      MT  (+/- 180 meters Scaled)
 DQ0436
 DQ0436                          SUPERSEDED SURVEY CONTROL
 DQ0436
 DQ0436  NGVD 29 (??/??/92) 1360.403  (m)         4463.26   (f) ADJ UNCH    2 0
 DQ0436
 DQ0436.Superseded values are not recommended for survey control.
 DQ0436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0436.See file dsdata.txt to determine how the superseded data were derived.
 DQ0436
 DQ0436_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFS048537(NAD 83)
 DQ0436_MARKER: DR = REFERENCE MARK DISK
 DQ0436_SETTING: 66 = SET IN ROCK OUTCROP
 DQ0436_SP_SET: OUTCROP
 DQ0436_STAMPING: CEDAR NO. 2 1922
 DQ0436_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DQ0436+STABILITY: POSITION/ELEVATION WELL
 DQ0436
 DQ0436  HISTORY     - Date     Condition        Report By
 DQ0436  HISTORY     - 1922     MONUMENTED       CGS
 DQ0436  HISTORY     - 1941     GOOD             NGS
 DQ0436
 DQ0436                          STATION DESCRIPTION
 DQ0436
 DQ0436'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 DQ0436'14.9 MI NE FROM MALJAMAR.
 DQ0436'TO REACH BENCH MARK FROM THE MALJAMAR POST OFFICE, PROCEED EAST ON
 DQ0436'STATE HIGHWAY NO. 83, GO 0.9 MILES TO INTERSECTION OF STATE HIGHWAY
 DQ0436'NO. 31.  THENCE, TURN LEFT (NORTH), ONTO STATE HIGHWAY NO. 31, GO 12.5
 DQ0436'MILES TO INTERSECTION OF ROAD NORTH TO CAPROCK.  THENCE, TURN LEFT
 DQ0436'WITH HIGHWAY NO. 31, GO 0.4 MILES TO EDGE OF CAPROCK RIM. THENCE, TURN
 DQ0436'LEFT ALONG EDGE OF RIM, GO 1.1 MILES TO SITE OF BENCH MARK. BENCH MARK
 DQ0436'IS ON THE EXTREME POINT OF THE CAPROCK RIM, ABOUT 0.4 MILES SOUTH OF
 DQ0436'STATE HIGHWAY NO. 31 AT A POINT 1.0 MILES WEST OF TOP OF GRADE, AND IS
 DQ0436'90 FEET NORTH OF REFERENCE MARK NO. 1.  76.7 FEET NORTHWEST OF
 DQ0436'TRIANGULATION STATION CEDAR.  ABOUT 23 FEET SOUTHEAST OF POINT OF RIM,
 DQ0436'AND ON THE SOUTHEAST EDGE OF THE RIM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM1044 ***********************************************************************
 FM1044  DESIGNATION -  CEJITO
 FM1044  PID         -  FM1044
 FM1044  STATE/COUNTY-  NM/HARDING
 FM1044  USGS QUAD   -  INDIAN BATHTUB (1973)
 FM1044
 FM1044                         *CURRENT SURVEY CONTROL
 FM1044  ___________________________________________________________________
 FM1044* NAD 83(1992)-  35 50 01.11820(N)    103 33 37.40831(W)     ADJUSTED  
 FM1044* NAVD 88     -      1384.0    (meters)    4541.     (feet)  VERTCON   
 FM1044  ___________________________________________________________________
 FM1044  LAPLACE CORR-          -2.54  (seconds)                    DEFLEC99
 FM1044  GEOID HEIGHT-         -21.51  (meters)                     GEOID03
 FM1044
 FM1044  HORZ ORDER  -  THIRD
 FM1044
 FM1044.The horizontal coordinates were established by classical geodetic methods
 FM1044.and adjusted by the National Geodetic Survey in December 1993..
 FM1044
 FM1044.The NAVD 88 height was computed by applying the VERTCON shift value to
 FM1044.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FM1044
 FM1044.The Laplace correction was computed from DEFLEC99 derived deflections.
 FM1044
 FM1044.The geoid height was determined by GEOID03.
 FM1044
 FM1044;                    North         East     Units Scale Factor Converg.
 FM1044;SPC NM E     -   536,336.930   234,831.710   MT  0.99996916   +0 27 09.1
 FM1044;SPC NM E     - 1,759,632.08    770,443.70   sFT  0.99996916   +0 27 09.1
 FM1044;UTM  13      - 3,966,453.813   630,024.813   MT  0.99980833   +0 50 34.5
 FM1044
 FM1044!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FM1044!SPC NM E     -   0.99978619  x   0.99996916  =   0.99975536
 FM1044!UTM  13      -   0.99978619  x   0.99980833  =   0.99959456
 FM1044
 FM1044|---------------------------------------------------------------------|
 FM1044| PID    Reference Object                     Distance      Geod. Az  |
 FM1044|                                                           dddmmss.s |
 FM1044| CJ6852 CEJITO RM 1                           8.815 METERS 08650     |
 FM1044| CJ6851 CEJITO AZ MK                                       2754648.9 |
 FM1044| CJ6853 CEJITO RM 2                          10.474 METERS 28054     |
 FM1044|---------------------------------------------------------------------|
 FM1044
 FM1044                          SUPERSEDED SURVEY CONTROL
 FM1044
 FM1044  NAD 83(1986)-  35 50 01.12723(N)    103 33 37.40526(W) AD(       ) 3
 FM1044  NAD 27      -  35 50 00.98990(N)    103 33 35.55520(W) AD(       ) 3
 FM1044  NGVD 29 (07/19/86) 1383.4    (m)         4539.     (f) VERT ANG       
 FM1044
 FM1044.Superseded values are not recommended for survey control.
 FM1044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM1044.See file dsdata.txt to determine how the superseded data were derived.
 FM1044
 FM1044_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFV3002566454(NAD 83)
 FM1044_MARKER: DS = TRIANGULATION STATION DISK
 FM1044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM1044
 FM1044  HISTORY     - Date     Condition        Report By
 FM1044  HISTORY     - 1960     MONUMENTED       CGS
 FM1044
 FM1044                          STATION DESCRIPTION
 FM1044
 FM1044'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (HWK)
 FM1044'THE STATION IS APPROXIMATELY 23 MILES EAST OF MOSQUERO, 11 MILES
 FM1044'SOUTHEAST OF BUEYEROS, IN SECTION 32, R 32 E, T 19 N, AND ON
 FM1044'THE NORTH RIGHT-OF-WAY OF STATE HIGHWAY 65.
 FM1044'
 FM1044'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 39 AND
 FM1044'65, 10 MILES EAST OF MOSQUERO, GO NORTH AND EAST ON HIGHWAY 65
 FM1044'FOR 7.9 MILES TO THE JUNCTION OF STATE HIGHWAY 102.  CONTINUE
 FM1044'EAST ON HIGHWAY 65 FOR 2 MILES TO A METAL BRIDGE.  CONTINUE
 FM1044'STRAIGHT AHEAD ON HIGHWAY 65 FOR 3.1 MILES TO A CATTLE GUARD.
 FM1044'CONTINUE EAST ON HIGHWAY 65 FOR 0.1 MILE TO THE AZIMUTH MARK ON
 FM1044'THE LEFT.  CONTINUE STRAIGHT AHEAD ON HIGHWAY 65 FOR 1.4 MILES
 FM1044'TO THE STATION ON THE LEFT.  THIS IS 0.2 MILE BEFORE REACHING
 FM1044'A CATTLE GUARD.
 FM1044'
 FM1044'STATION MARKS ARE STANDARD DISKS STAMPED CEJITO 1960.  THE
 FM1044'SURFACE DISK IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2
 FM1044'INCHES.  IT IS 59 FEET NORTH OF THE CENTER OF HIGHWAY 65, 5 FEET
 FM1044'SOUTH OF A FENCE AND 5 FEET SOUTH OF A METAL WITNESS POST.  THE
 FM1044'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 32
 FM1044'INCHES BELOW THE SURFACE OF THE GROUND.
 FM1044'
 FM1044'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED CEJITO NO 1 1960,
 FM1044'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS
 FM1044'63 FEET NORTH OF THE CENTER OF HIGHWAY 65 AND 1 FOOT SOUTH OF THE
 FM1044'FENCE.
 FM1044'
 FM1044'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED CEJITO NO 2 1960,
 FM1044'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS
 FM1044'65 FEET NORTH OF THE CENTER OF HIGHWAY 65 AND 1 FOOT SOUTH OF THE
 FM1044'FENCE.
 FM1044'
 FM1044'AZIMUTH MARK, A STANDARD DISK STAMPED CEJITO 1960, IS SET IN A
 FM1044'SQUARE CONCRETE POST WHICH PROJECTS 8 INCHES.  IT IS 34 FEET NORTH
 FM1044'OF THE CENTER OF HIGHWAY 65, 16 FEET NORTH OF A HIGHWAY SIGN
 FM1044'CATTLE GUARD, 2 FEET EAST OF A METAL WITNESS POST.
 FM1044'
 FM1044'NOTE.  REFERENCE MARKS MEASURED WITH 5 KG TAPE TENSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS1425 ***********************************************************************
 DS1425  DESIGNATION -  CELLO
 DS1425  PID         -  DS1425
 DS1425  STATE/COUNTY-  NM/SIERRA
 DS1425  USGS QUAD   -  PRIEST TANK (1961)
 DS1425
 DS1425                         *CURRENT SURVEY CONTROL
 DS1425  ___________________________________________________________________
 DS1425* NAD 83(1992)-  33 22 23.97274(N)    107 29 32.26910(W)     ADJUSTED  
 DS1425* NAVD 88     -      1983.     (meters)    6506.     (feet)  VERTCON   
 DS1425  ___________________________________________________________________
 DS1425  LAPLACE CORR-          -4.68  (seconds)                    DEFLEC99
 DS1425  GEOID HEIGHT-         -22.67  (meters)                     GEOID03
 DS1425
 DS1425  HORZ ORDER  -  THIRD
 DS1425
 DS1425.The horizontal coordinates were established by classical geodetic methods
 DS1425.and adjusted by the National Geodetic Survey in December 1993..
 DS1425
 DS1425.The NAVD 88 height was computed by applying the VERTCON shift value to
 DS1425.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DS1425
 DS1425.The Laplace correction was computed from DEFLEC99 derived deflections.
 DS1425
 DS1425.The geoid height was determined by GEOID03.
 DS1425
 DS1425;                    North         East     Units Scale Factor Converg.
 DS1425;SPC NM W     -   263,208.473   861,733.476   MT  0.99992908   +0 11 15.4
 DS1425;SPC NM W     -   863,543.13  2,827,203.91   sFT  0.99992908   +0 11 15.4
 DS1425;UTM  13      - 3,695,450.229   268,136.352   MT  1.00026286   -1 22 17.8
 DS1425
 DS1425!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS1425!SPC NM W     -   0.99969237  x   0.99992908  =   0.99962147
 DS1425!UTM  13      -   0.99969237  x   1.00026286  =   0.99995515
 DS1425
 DS1425:                Primary Azimuth Mark                     Grid Az
 DS1425:SPC NM W     -  MANITA                                   178 03 28.6
 DS1425:UTM  13      -  MANITA                                   179 37 01.8
 DS1425
 DS1425|---------------------------------------------------------------------|
 DS1425| PID    Reference Object                     Distance      Geod. Az  |
 DS1425|                                                           dddmmss.s |
 DS1425| DS1410 MANITA                              APPROX.14.0 KM 1781444.0 |
 DS1425|---------------------------------------------------------------------|
 DS1425
 DS1425                          SUPERSEDED SURVEY CONTROL
 DS1425
 DS1425  NAD 83(1986)-  33 22 23.97851(N)    107 29 32.27705(W) AD(       ) 3
 DS1425  NAD 27      -  33 22 23.73019(N)    107 29 30.11050(W) AD(       ) 3
 DS1425  NGVD 29 (07/19/86) 1982.     (m)         6503.     (f) VERT ANG       
 DS1425
 DS1425.Superseded values are not recommended for survey control.
 DS1425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS1425.See file dsdata.txt to determine how the superseded data were derived.
 DS1425
 DS1425_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBS6813695450(NAD 83)
 DS1425_MARKER: DD = SURVEY DISK
 DS1425_SETTING: 66 = SET IN ROCK OUTCROP
 DS1425_SP_SET: SET IN BEDROCK
 DS1425_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DS1425+STABILITY: POSITION/ELEVATION WELL
 DS1425
 DS1425  HISTORY     - Date     Condition        Report By
 DS1425  HISTORY     - 1959     MONUMENTED       USGS
 DS1425
 DS1425                          STATION DESCRIPTION
 DS1425
 DS1425'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 DS1425'STATION LOCATED ABOUT 22.0 MI. NW. (AIRLINE) OF TRUTH OR
 DS1425'CONSEQUENCES AND ABOUT 3.0 MI. WSW. (AIRLINE) OF MONTICELLO, ON THE
 DS1425'HIGHEST POINT OF LONG N-S. RIDGE.  STATION IS REACHED BEST BY DRIVING
 DS1425'SW. PAST THE SCHOOL BUILDING IN MONTICELLO 0.1 MI. THEN 0.2 MI. TO
 DS1425'WASH.  CROSS WASH AND GO THROUGH WIRE GATE.  TURN RIGHT AND GO 150
 DS1425'YARDS TO WOOD GATE, GO THROUGH GATE AND DRIVE UP ROAD IN WASH AND OVER
 DS1425'RIDGE 1.6 MI. TO FORK.  TAKE LEFT FORK S., AND DRIVE THROUGH 2 WIRE
 DS1425'GATES PAST DRY STOCK POND TO TOP OF RIDGE NEAR SHEEP PEN.  END OF
 DS1425'TRUCK TRAVEL.  PACK UP SLOPE TO TOP OF N-S. RIDGE AND STATION.
 DS1425'
 DS1425'STATION MARK--STANDARD TABLET CEMENTED IN BEDROCK, AND STAMPED
 DS1425'---CELLO 1959---.
 DS1425'
 DS1425'NO MENTION OF REFERENCE MARKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GO0244 ***********************************************************************
 GO0244  DESIGNATION -  CENTER
 GO0244  PID         -  GO0244
 GO0244  STATE/COUNTY-  NM/SAN JUAN
 GO0244  USGS QUAD   -  TSIN-NAS-KID (1966)
 GO0244
 GO0244                         *CURRENT SURVEY CONTROL
 GO0244  ___________________________________________________________________
 GO0244* NAD 83(1992)-  36 22 03.15977(N)    108 51 29.72064(W)     ADJUSTED  
 GO0244* NAVD 88     -      1973.4    (meters)    6474.     (feet)  VERTCON   
 GO0244  ___________________________________________________________________
 GO0244  LAPLACE CORR-          -8.12  (seconds)                    DEFLEC99
 GO0244  GEOID HEIGHT-         -20.30  (meters)                     GEOID03
 GO0244
 GO0244  HORZ ORDER  -  THIRD
 GO0244
 GO0244.The horizontal coordinates were established by classical geodetic methods
 GO0244.and adjusted by the National Geodetic Survey in December 1993..
 GO0244
 GO0244.The NAVD 88 height was computed by applying the VERTCON shift value to
 GO0244.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GO0244
 GO0244.The Laplace correction was computed from DEFLEC99 derived deflections.
 GO0244
 GO0244.The geoid height was determined by GEOID03.
 GO0244
 GO0244;                    North         East     Units Scale Factor Converg.
 GO0244;SPC NM W     -   595,790.163   738,026.120   MT  1.00002086   -0 36 28.0
 GO0244;SPC NM W     - 1,954,688.23  2,421,340.70   sFT  1.00002086   -0 36 28.0
 GO0244;UTM  12      - 4,026,845.785   692,144.044   MT  1.00005490   +1 16 13.3
 GO0244
 GO0244!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GO0244!SPC NM W     -   0.99969357  x   1.00002086  =   0.99971442
 GO0244!UTM  12      -   0.99969357  x   1.00005490  =   0.99974845
 GO0244
 GO0244:                Primary Azimuth Mark                     Grid Az
 GO0244:SPC NM W     -  GRAY                                     171 19 10.2
 GO0244:UTM  12      -  GRAY                                     169 26 28.9
 GO0244
 GO0244|---------------------------------------------------------------------|
 GO0244| PID    Reference Object                     Distance      Geod. Az  |
 GO0244|                                                           dddmmss.s |
 GO0244| GO0253 GRAY                                APPROX.13.7 KM 1704242.2 |
 GO0244|---------------------------------------------------------------------|
 GO0244
 GO0244                          SUPERSEDED SURVEY CONTROL
 GO0244
 GO0244  NAD 83(1992)-  36 22 03.15920(N)    108 51 29.72124(W) AD(       ) 3
 GO0244  NAD 83(1986)-  36 22 03.15511(N)    108 51 29.72095(W) AD(       ) 3
 GO0244  NGVD 29 (08/22/88) 1972.4    (m)         6471.     (f) VERT ANG       
 GO0244
 GO0244.Superseded values are not recommended for survey control.
 GO0244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GO0244.See file dsdata.txt to determine how the superseded data were derived.
 GO0244
 GO0244_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXF9214426846(NAD 83)
 GO0244_MARKER: DS = TRIANGULATION STATION DISK
 GO0244_SETTING: 0 = UNSPECIFIED SETTING
 GO0244_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GO0244
 GO0244  HISTORY     - Date     Condition        Report By
 GO0244  HISTORY     - 1952     MONUMENTED       USGS
 GO0244  HISTORY     - 1984     GOOD             BLM
 GO0244
 GO0244                          STATION DESCRIPTION
 GO0244
 GO0244'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 GO0244'LOCATED ABOUT 30 MI SSW. OF SHIPROCK, 10 MI NW. OF NEWCOMB
 GO0244'TRADING POST.  ON LOW DOME IN CENTER OF CLEARED AREA ON HIGHEST
 GO0244'PART OF HILL.
 GO0244'
 GO0244'STATION REACHED BY HELICOPTER.
 GO0244'
 GO0244'STATION MARK--STANDARD TABLET STAMPED---CENTER 1952---.
 GO0244'
 GO0244'RM 1--COPPER NAIL AND WASHER IN TRUNK OF TREE.
 GO0244'
 GO0244'RM 2--COPPER NAIL AND WASHER IN TRUNK OF TREE.
 GO0244
 GO0244                          STATION RECOVERY (1984)
 GO0244
 GO0244'RECOVERY NOTE BY BUREAU OF LAND MANAGEMENT 1984 (JAS)
 GO0244'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0935 ***********************************************************************
 FM0935  DESIGNATION -  CENTERVILLE
 FM0935  PID         -  FM0935
 FM0935  STATE/COUNTY-  NM/QUAY
 FM0935  USGS QUAD   -  KERLIN HILL (1971)
 FM0935
 FM0935                         *CURRENT SURVEY CONTROL
 FM0935  ___________________________________________________________________
 FM0935* NAD 83(1992)-  35 43 49.03150(N)    103 11 10.83468(W)     ADJUSTED  
 FM0935* NAVD 88     -      1407.32   (+/-2cm)    4617.2    (feet)  VERTCON   
 FM0935  ___________________________________________________________________
 FM0935  LAPLACE CORR-          -5.83  (seconds)                    DEFLEC99
 FM0935  GEOID HEIGHT-         -22.74  (meters)                     GEOID03
 FM0935
 FM0935  HORZ ORDER  -  SECOND
 FM0935  VERT ORDER  -  THIRD ? (See Below)
 FM0935
 FM0935.The horizontal coordinates were established by classical geodetic methods
 FM0935.and adjusted by the National Geodetic Survey in November 1994..
 FM0935
 FM0935.The NAVD 88 height was computed by applying the VERTCON shift value to
 FM0935.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FM0935.The vertical order pertains to the NGVD 29 superseded value.
 FM0935
 FM0935.The Laplace correction was computed from DEFLEC99 derived deflections.
 FM0935
 FM0935.The geoid height was determined by GEOID03.
 FM0935
 FM0935;                    North         East     Units Scale Factor Converg.
 FM0935;SPC NM E     -   525,200.736   268,760.666   MT  1.00004172   +0 40 11.5
 FM0935;SPC NM E     - 1,723,096.08    881,758.95   sFT  1.00004172   +0 40 11.5
 FM0935;UTM  13      - 3,955,550.263   664,024.164   MT  0.99993153   +1 03 33.7
 FM0935
 FM0935!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FM0935!SPC NM E     -   0.99978273  x   1.00004172  =   0.99982444
 FM0935!UTM  13      -   0.99978273  x   0.99993153  =   0.99971428
 FM0935
 FM0935|---------------------------------------------------------------------|
 FM0935| PID    Reference Object                     Distance      Geod. Az  |
 FM0935|                                                           dddmmss.s |
 FM0935| CJ6861 CENTERVILLE RM 2                     35.793 METERS 08506     |
 FM0935| CJ6859 CENTERVILLE AZ MK                                  1292300.2 |
 FM0935| CJ6860 CENTERVILLE RM 1                     27.530 METERS 16953     |
 FM0935|---------------------------------------------------------------------|
 FM0935
 FM0935                          SUPERSEDED SURVEY CONTROL
 FM0935
 FM0935  NAD 83(1992)-  35 43 49.03123(N)    103 11 10.83442(W) AD(       ) 2
 FM0935  NAD 83(1986)-  35 43 49.04153(N)    103 11 10.83239(W) AD(       ) 2
 FM0935  NAD 27      -  35 43 48.90740(N)    103 11 09.02220(W) AD(       ) 2
 FM0935  NGVD 29 (07/19/86) 1406.70   (m)         4615.1    (f) LEVELING    3  
 FM0935
 FM0935.Superseded values are not recommended for survey control.
 FM0935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0935.See file dsdata.txt to determine how the superseded data were derived.
 FM0935
 FM0935_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFV6402455550(NAD 83)
 FM0935_MARKER: DS = TRIANGULATION STATION DISK
 FM0935_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0935
 FM0935  HISTORY     - Date     Condition        Report By
 FM0935  HISTORY     - 1935     MONUMENTED       CGS
 FM0935
 FM0935                          STATION DESCRIPTION
 FM0935
 FM0935'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 FM0935'ABOUT 10 MILES AIR LINE NORTH-NORTHWEST OF NARA VISA, 5 MILES
 FM0935'SOUTH-SOUTHWEST OF CENTERVILLE POST OFFICE, 3-1/3 MILES
 FM0935'WEST OF STATE HIGHWAY 18, 0.4 MILE NORTH OF A MAIN SECTION-LINE
 FM0935'ROAD AND WIRE FENCE AND ON THE HIGHEST POINT OF A SMOOTH,
 FM0935'PASTURE HILL, ON A HIGH, DIVIDING RIDGE BETWEEN TWO, EAST-WEST
 FM0935'DRAINAGES.  TO REACH THE STATION FROM NARA VISA GO NORTH FROM
 FM0935'THE BANK, 9.1 MILES ON STATE HIGHWAY 18 TO A SQUARE, WHITE, SOD
 FM0935'HOUSE WITH A PEAKED ROOF EAST OF THE ROAD.  TURN LEFT OFF THE
 FM0935'MAIN HIGHWAY, AND GO DUE WEST ACROSS CATTLE GUARD ON A
 FM0935'SECTION-LINE ROAD FOR 3.6 MILES OR 0.5 MILE BEYOND A WOODEN CATTLE
 FM0935'GUARD, TURN RIGHT OFF THE SECTION-LINE ROAD AND GO NORTH
 FM0935'ACROSS COUNTRY 0.4 MILE TO THE TOP OF THE HILL AND
 FM0935'STATION.  THE SURFACE, UNDERGROUND, REFERENCE AND
 FM0935'AZIMUTH MARKS ARE STANDARD DISKS SET IN CONCRETE.
 FM0935'REFERENCE MARK NO. 1 IS 27.530
 FM0935'METERS (90.32 FEET) FROM THE STATION N 85 DEG 06 MIN E,
 FM0935'AND NO. 2 IS 35,793 METERS (117.43 FEET) FROM THE
 FM0935'STATION S 10 DEG 06 MIN E.  THE AZIMUTH MARK IS
 FM0935'49 FEET SOUTH-SOUTHWEST OF THE CENTER LINE OF A CATTLE GUARD,
 FM0935'22 FEET WEST OF THE CENTER LINE OF A WIRE GATE IN AN
 FM0935'EAST-WEST FENCE, 1-1/2 FEET NORTH OF THE FENCE AND 0.60
 FM0935'MILE FROM THE STATION S 50 DEG 37 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0917 ***********************************************************************
 CY0917  DESIGNATION -  CENTRAL CHURCH
 CY0917  PID         -  CY0917
 CY0917  STATE/COUNTY-  NM/GRANT
 CY0917  USGS QUAD   -  FORT BAYARD (1992)
 CY0917
 CY0917                         *CURRENT SURVEY CONTROL
 CY0917  ___________________________________________________________________
 CY0917* NAD 83(1992)-  32 46 29.89785(N)    108 09 09.53387(W)     ADJUSTED  
 CY0917* NAVD 88     -      1824.     (meters)    5984.     (feet)  SCALED    
 CY0917  ___________________________________________________________________
 CY0917  LAPLACE CORR-           2.89  (seconds)                    DEFLEC99
 CY0917  GEOID HEIGHT-         -23.51  (meters)                     GEOID03
 CY0917
 CY0917  HORZ ORDER  -  THIRD
 CY0917
 CY0917.The horizontal coordinates were established by classical geodetic methods
 CY0917.and adjusted by the National Geodetic Survey in December 1993..
 CY0917
 CY0917.The orthometric height was scaled from a topographic map.
 CY0917
 CY0917.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY0917
 CY0917.The geoid height was determined by GEOID03.
 CY0917
 CY0917;                    North         East     Units Scale Factor Converg.
 CY0917;SPC NM W     -   196,846.243   800,085.898   MT  0.99992770   -0 10 22.3
 CY0917;SPC NM W     -   645,819.72  2,624,948.48   sFT  0.99992770   -0 10 22.3
 CY0917;UTM  12      - 3,629,930.039   766,706.672   MT  1.00047720   +1 32 32.3
 CY0917
 CY0917!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY0917!SPC NM W     -   0.99971742  x   0.99992770  =   0.99964514
 CY0917!UTM  12      -   0.99971742  x   1.00047720  =   1.00019448
 CY0917
 CY0917                          SUPERSEDED SURVEY CONTROL
 CY0917
 CY0917  NAD 83(1986)-  32 46 29.89548(N)    108 09 09.53389(W) AD(       ) 3
 CY0917  NAD 27      -  32 46 29.62256(N)    108 09 07.37329(W) AD(       ) 3
 CY0917
 CY0917.Superseded values are not recommended for survey control.
 CY0917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0917.See file dsdata.txt to determine how the superseded data were derived.
 CY0917
 CY0917_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYB6670729930(NAD 83)
 CY0917_MARKER: 91 = CHURCH CROSS
 CY0917
 CY0917  HISTORY     - Date     Condition        Report By
 CY0917  HISTORY     - 1945     FIRST OBSERVED   USGS
 CY0917  HISTORY     - 20040906 GOOD             GEOCAC
 CY0917
 CY0917                          STATION DESCRIPTION
 CY0917
 CY0917'DESCRIBED BY US GEOLOGICAL SURVEY 1945
 CY0917'LOCATED IN VILLAGE OF CENTRAL, AT S. END OF MAIN STREET AND ON E.
 CY0917'SIDE OF STREET.
 CY0917'
 CY0917'STATION MARK--WHITE CROSS ON CUPOLA OF CENTRAL CATHOLIC CHURCH, WAS
 CY0917'INTERSECTED.
 CY0917'
 CY0917'REFERENCE MARKS--NONE.
 CY0917
 CY0917                          STATION RECOVERY (2004)
 CY0917
 CY0917'RECOVERY NOTE BY GEOCACHING 2004 (CB)
 CY0917'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1491 ***********************************************************************
 FO1491  DESIGNATION -  CERCADO
 FO1491  PID         -  FO1491
 FO1491  STATE/COUNTY-  NM/SANDOVAL
 FO1491  USGS QUAD   -  PONDEROSA (1993)
 FO1491
 FO1491                         *CURRENT SURVEY CONTROL
 FO1491  ___________________________________________________________________
 FO1491* NAD 83(1992)-  35 42 31.31579(N)    106 41 47.86296(W)     ADJUSTED  
 FO1491* NAVD 88     -      2172.3    (meters)    7127.     (feet)  VERTCON   
 FO1491  ___________________________________________________________________
 FO1491  LAPLACE CORR-           2.24  (seconds)                    DEFLEC99
 FO1491  GEOID HEIGHT-         -19.63  (meters)                     GEOID03
 FO1491
 FO1491  HORZ ORDER  -  THIRD
 FO1491
 FO1491.The horizontal coordinates were established by classical geodetic methods
 FO1491.and adjusted by the National Geodetic Survey in December 1993..
 FO1491
 FO1491.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1491.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1491
 FO1491.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1491
 FO1491.The geoid height was determined by GEOID03.
 FO1491
 FO1491;                    North         East     Units Scale Factor Converg.
 FO1491;SPC NM C     -   522,286.358   459,586.653   MT  0.99992012   -0 15 38.5
 FO1491;SPC NM C     - 1,713,534.49  1,507,827.21   sFT  0.99992012   -0 15 38.5
 FO1491;UTM  13      - 3,952,966.236   346,519.311   MT  0.99989028   -0 59 25.6
 FO1491
 FO1491!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1491!SPC NM C     -   0.99966225  x   0.99992012  =   0.99958240
 FO1491!UTM  13      -   0.99966225  x   0.99989028  =   0.99955257
 FO1491
 FO1491|---------------------------------------------------------------------|
 FO1491| PID    Reference Object                     Distance      Geod. Az  |
 FO1491|                                                           dddmmss.s |
 FO1491| CD3218 CERCADO RM 1                          7.466 METERS 15035     |
 FO1491| FO1492 PAJARITO PK MT ST TT MICROWAVE      APPROX.14.7 KM 2641819.3 |
 FO1491| CD3219 CERCADO RM 2                          8.620 METERS 28803     |
 FO1491|---------------------------------------------------------------------|
 FO1491
 FO1491                          SUPERSEDED SURVEY CONTROL
 FO1491
 FO1491  NAD 83(1986)-  35 42 31.31908(N)    106 41 47.86677(W) AD(       ) 3
 FO1491  NAD 27      -  35 42 31.22700(N)    106 41 45.74940(W) AD(       ) 3
 FO1491  NGVD 29 (07/19/86) 2171.3    (m)         7124.     (f) VERT ANG       
 FO1491
 FO1491.Superseded values are not recommended for survey control.
 FO1491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1491.See file dsdata.txt to determine how the superseded data were derived.
 FO1491
 FO1491_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV4651952966(NAD 83)
 FO1491_MARKER: DS = TRIANGULATION STATION DISK
 FO1491_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FO1491
 FO1491  HISTORY     - Date     Condition        Report By
 FO1491  HISTORY     - 1958     MONUMENTED       CGS
 FO1491
 FO1491                          STATION DESCRIPTION
 FO1491
 FO1491'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RLE)
 FO1491'THE STATION IS LOCATED ABOUT 7 MILES NORTH-NORTHEAST OF JEMEZ
 FO1491'PUEBLO AND 4 MILES SOUTH OF JEMEZ SPRINGS ON THE SOUTH SLOPE
 FO1491'AND NEAR THE SOUTH END OF A LONG FLAT TIMBERED MESA.  IT IS
 FO1491'50 FEET SOUTHWEST OF THE CENTER OF THE TRACK ROAD AND 35 FEET
 FO1491'SOUTHWEST OF A WITNESS POST.  THE MARK PROJECTS 3 INCHES AND
 FO1491'IS STAMPED CERCADO 1958.
 FO1491'
 FO1491'REFERENCE MARK NO. 1 IS 34 FEET SOUTHWEST OF THE CENTER OF
 FO1491'THE TRACK ROAD AND 3 FEET NORTH OF A 6-INCH CEDAR TREE.  IT
 FO1491'IS A FLUSH MARK AND IS STAMPED CERCADO NO 1 1958.
 FO1491'
 FO1491'REFERENCE MARK NO. 2 IS 10 FEET EAST OF A CLUMP OF CEDAR TREES.
 FO1491'THE MARK PROJECTS 3 INCHES AND IS STAMPED CERCADO NO 2 1958.
 FO1491'
 FO1491'THE PAJARITO, MOUNTAIN STATES T. AND T. MICROWAVE TOWER WAS USED
 FO1491'FOR AN AZIMUTH MARK.  THE POINT OF INTERSECTION WAS THE TOP
 FO1491'AND CENTER.
 FO1491'
 FO1491'TO REACH THE STATION FROM THE TRIANGLE BAR AND CAFE AT THE
 FO1491'JUNCTION OF STATE HIGHWAYS 44 AND 4 IN SAN YSIDRO, GO NORTH ON
 FO1491'HIGHWAY 4 FOR 0.9 MILE, PASSING THE SAN YSIDRO POST OFFICE ON
 FO1491'THE RIGHT, CONTINUE ON HIGHWAY 4 FOR 4.5 MILES, PASSING THE
 FO1491'JEMEZ TRADING POST ON THE LEFT, CONTINUE NORTH ON HIGHWAY
 FO1491'4 FOR 0.7 MILE TO THE T JUNCTION WITH STATE HIGHWAY 290,
 FO1491'JUST AFTER CROSSING A BRIDGE.  TURN RIGHT ON HIGHWAY 290 AND
 FO1491'GO 4.3 MILES TO A LANE ON THE LEFT JUST BEFORE REACHING A
 FO1491'CHEVRON GAS STATION AND STORE ON THE LEFT.  TURN LEFT INTO
 FO1491'THE LANE AND FOLLOW IT FOR 0.2 MILE, MAKING SEVERAL TURNS TO
 FO1491'A GATE JUST AFTER PASSING A HOUSE ON THE RIGHT.  PASS THROUGH
 FO1491'THE GATE AND FOLLOW THE TRACK ROAD WINDING ACROSS COUNTRY
 FO1491'AND UP ONTO THE MESA FOR 5.7 MILES TO THE STATION ON THE LEFT AS
 FO1491'DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0591 ***********************************************************************
 GN0591  DESIGNATION -  CEREZA
 GN0591  PID         -  GN0591
 GN0591  STATE/COUNTY-  NM/RIO ARRIBA
 GN0591  USGS QUAD   -  LAPIS POINT (1963)
 GN0591
 GN0591                         *CURRENT SURVEY CONTROL
 GN0591  ___________________________________________________________________
 GN0591* NAD 83(1992)-  36 29 32.40560(N)    107 19 24.10730(W)     ADJUSTED  
 GN0591* NAVD 88     -      2273.2    (meters)    7458.     (feet)  VERTCON   
 GN0591  ___________________________________________________________________
 GN0591  LAPLACE CORR-           4.01  (seconds)                    DEFLEC99
 GN0591  GEOID HEIGHT-         -19.98  (meters)                     GEOID03
 GN0591
 GN0591  HORZ ORDER  -  SECOND
 GN0591
 GN0591.The horizontal coordinates were established by classical geodetic methods
 GN0591.and adjusted by the National Geodetic Survey in December 1993..
 GN0591
 GN0591.The NAVD 88 height was computed by applying the VERTCON shift value to
 GN0591.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GN0591
 GN0591.The Laplace correction was computed from DEFLEC99 derived deflections.
 GN0591
 GN0591.The geoid height was determined by GEOID03.
 GN0591
 GN0591;                    North         East     Units Scale Factor Converg.
 GN0591;SPC NM C     -   609,674.401   403,834.693   MT  1.00001390   -0 38 18.2
 GN0591;SPC NM C     - 2,000,240.10  1,324,914.32   sFT  1.00001390   -0 38 18.2
 GN0591;UTM  13      - 4,041,067.975   291,893.255   MT  1.00013361   -1 22 56.0
 GN0591
 GN0591!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GN0591!SPC NM C     -   0.99964650  x   1.00001390  =   0.99966040
 GN0591!UTM  13      -   0.99964650  x   1.00013361  =   0.99978007
 GN0591
 GN0591|---------------------------------------------------------------------|
 GN0591| PID    Reference Object                     Distance      Geod. Az  |
 GN0591|                                                           dddmmss.s |
 GN0591| CD3221 CEREZA RM 1                           6.356 METERS 12120     |
 GN0591| CD3220 CEREZA AZ MK                                       1383846.2 |
 GN0591| CD3222 CEREZA RM 2                           7.125 METERS 23939     |
 GN0591| GN0595 LOWRY CAMP EL PASO GAS RAD MST      APPROX.12.8 KM 2714005.9 |
 GN0591|---------------------------------------------------------------------|
 GN0591
 GN0591                          SUPERSEDED SURVEY CONTROL
 GN0591
 GN0591  NAD 83(1986)-  36 29 32.40368(N)    107 19 24.11261(W) AD(       ) 2
 GN0591  NAD 27      -  36 29 32.36610(N)    107 19 21.95440(W) AD(       ) 2
 GN0591  NGVD 29 (07/19/86) 2272.1    (m)         7454.     (f) VERT ANG       
 GN0591
 GN0591.Superseded values are not recommended for survey control.
 GN0591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0591.See file dsdata.txt to determine how the superseded data were derived.
 GN0591
 GN0591_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBA9189341068(NAD 83)
 GN0591_MARKER: DD = SURVEY DISK
 GN0591_SETTING: 80 = SET IN A BOULDER
 GN0591_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 GN0591
 GN0591  HISTORY     - Date     Condition        Report By
 GN0591  HISTORY     - 1960     MONUMENTED       USFS
 GN0591
 GN0591                          STATION DESCRIPTION
 GN0591
 GN0591'DESCRIBED BY US FOREST SERVICE 1960 (HWK)
 GN0591'THE STATION IS APPROXIMATELY 21 MILES NORTH NORTHEAST OF
 GN0591'COUNSELOR POST, 8-1/2 MILES EAST SOUTHEAST OF LOWERY OIL CAMP
 GN0591'AND 7-1/2 MILES WEST OF COUNTING PEN AND ON THE SOUTHWEST
 GN0591'RIM AND THE HIGHEST POINT OF CEREZA MESA.
 GN0591'
 GN0591'TO REACH THE STATION FROM THE POST OFFICE IN CUBA, GO NORTHERLY
 GN0591'ON STATE HIGHWAY 44 FOR 3.6 MILES TO THE JUNCTION OF STATE
 GN0591'HIGHWAYS 96 AND 44.  CONTINUE ON HIGHWAY 44 FOR 17.4 MILES
 GN0591'TO A SIDE ROAD RIGHT.  TURN RIGHT, AND GO NORTHERLY ON GRADED
 GN0591'ROAD FOR 28.3 MILES TO COUNTING PEN CROSSROAD.  TURN LEFT, AND
 GN0591'GO WESTERLY ON GRADED ROAD FOR 2.6 MILES TO A T-ROAD JUNCTION
 GN0591'(THE ROAD FORMS A SMALL TRIANGLE).  TURN RIGHT, GO NORTHWEST
 GN0591'FOR 0.3 MILE TO A ROAD FORK.  BEAR LEFT, AND GO 0.4 MILE TO
 GN0591'A ROAD FORK.  BEAR LEFT, AND GO 1.0 MILE TO A ROAD FORK.
 GN0591'BEAR LEFT, AND THEN RIGHT, AND FOLLOW THE MAIN TRAVELED ROAD
 GN0591'FOR 0.65 MILE TO A ROAD FORK.  BEAR RIGHT AND GO 0.6
 GN0591'MILE TO A ROAD FORK.  BEAR LEFT AND GO WESTERLY FOR 1.1
 GN0591'MILE TO A ROAD FORK.  BEAR LEFT, AND GO 0.15 MILE TO A
 GN0591'ROAD FORK.  BEAR RIGHT, AND GO 0.8 MILE TO A ROAD FORK.
 GN0591'BEAR LEFT, AND GO 0.2 MILE TO A ROAD FORK.  BEAR RIGHT, AND
 GN0591'GO 1.85 MILES TO A ROAD FORK.  BEAR RIGHT AND GO 0.3 MILE TO
 GN0591'A ROAD FORK.  BEAR RIGHT, AND GO UP GRADE FOR 0.55 MILE TO
 GN0591'THE TOP OF MESA.  TURN LEFT, SOUTH, PICKING WAY THROUGH
 GN0591'PINON TREES FOR 0.2 MILE TO THE STATION.
 GN0591'
 GN0591'STATION MARK, IS A U.S. DEPARTMENT OF AGRICULTURE FOREST SERVICE
 GN0591'DISK STAMPED CEREZA, IS CEMENTED IN A DRILL HOLE IN A SANDSTONE
 GN0591'BOULDER.  IT IS 30 FEET EAST OF THE WEST EDGE OF THE RIM AND
 GN0591'25 FEET NORTHWEST OF THE SOUTHEAST EDGE OF THE RIM.
 GN0591'
 GN0591'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED CEREZA USFS
 GN0591'NO 1 1960, IS CEMENTED IN A DRILL HOLE IN A SANDSTONE BOULDER.
 GN0591'IT IS 5 FEET NORTHWEST OF THE SOUTHEAST EDGE OF THE RIM.
 GN0591'
 GN0591'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED CEREZA USFS NO 2 1960,
 GN0591'IS CEMENTED IN A DRILL HOLE IN A SANDSTONE BOULDER.  IT IS
 GN0591'10 FEET EAST OF THE WEST EDGE OF THE RIM.
 GN0591'
 GN0591'AZIMUTH MARK, A STANDARD DISK STAMPED CEREZA USFS 1960,
 GN0591'IS CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK.  IT IS
 GN0591'52 FEET SOUTH OF A 8 INCH CEDAR TREE WITH TRIANGLE BLAZE
 GN0591'ON THE EAST SIDE OF THE TREE, 34 FEET SOUTH OF THE CENTER
 GN0591'OF THE DIRT ROAD, 3 FEET NORTH OF THE RIM ROCK LEDGE AND 2
 GN0591'FEET WEST OF A METAL WITNESS POST.
 GN0591'
 GN0591'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH FOR 0.2
 GN0591'MILE TO THE GRADED ROAD.  TURN RIGHT, EAST, FOR 0.55 MILE
 GN0591'TO A ROAD FORK.  TURN RIGHT, AND GO 0.8 MILE TO A ROAD FORK.
 GN0591'TURN RIGHT, WEST, FOR 0.4 MILE TO THE AZIMUTH MARK ON THE
 GN0591'LEFT.
 GN0591'
 GN0591'NOTE.  REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1681 ***********************************************************************
 FO1681  DESIGNATION -  CERRILLOS
 FO1681  PID         -  FO1681
 FO1681  STATE/COUNTY-  NM/SANTA FE
 FO1681  USGS QUAD   -  TETILLA PEAK (1993)
 FO1681
 FO1681                         *CURRENT SURVEY CONTROL
 FO1681  ___________________________________________________________________
 FO1681* NAD 83(1992)-  35 31 57.16918(N)    106 07 47.05037(W)     ADJUSTED  
 FO1681* NAVD 88     -      1854.4    (meters)    6084.     (feet)  VERTCON   
 FO1681  ___________________________________________________________________
 FO1681  LAPLACE CORR-           5.64  (seconds)                    DEFLEC99
 FO1681  GEOID HEIGHT-         -19.55  (meters)                     GEOID03
 FO1681
 FO1681  HORZ ORDER  -  THIRD
 FO1681
 FO1681.The horizontal coordinates were established by classical geodetic methods
 FO1681.and adjusted by the National Geodetic Survey in December 1993..
 FO1681
 FO1681.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1681.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1681
 FO1681.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1681
 FO1681.The geoid height was determined by GEOID03.
 FO1681
 FO1681;                    North         East     Units Scale Factor Converg.
 FO1681;SPC NM C     -   502,658.632   510,905.969   MT  0.99990147   +0 04 11.6
 FO1681;SPC NM C     - 1,649,139.20  1,676,197.33   sFT  0.99990147   +0 04 11.6
 FO1681;UTM  13      - 3,932,689.974   397,579.895   MT  0.99972927   -0 39 23.8
 FO1681
 FO1681!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1681!SPC NM C     -   0.99971208  x   0.99990147  =   0.99961358
 FO1681!UTM  13      -   0.99971208  x   0.99972927  =   0.99944143
 FO1681
 FO1681:                Primary Azimuth Mark                     Grid Az
 FO1681:SPC NM C     -  BONANZA                                  192 33 06.2
 FO1681:UTM  13      -  BONANZA                                  193 16 41.6
 FO1681
 FO1681|---------------------------------------------------------------------|
 FO1681| PID    Reference Object                     Distance      Geod. Az  |
 FO1681|                                                           dddmmss.s |
 FO1681| FO0940 BONANZA                             APPROX. 3.1 KM 1923717.8 |
 FO1681|---------------------------------------------------------------------|
 FO1681
 FO1681                          SUPERSEDED SURVEY CONTROL
 FO1681
 FO1681  NAD 83(1986)-  35 31 57.17201(N)    106 07 47.05453(W) AD(       ) 3
 FO1681  NGVD 29 (09/14/90) 1853.5    (m)         6081.     (f) VERT ANG       
 FO1681
 FO1681.Superseded values are not recommended for survey control.
 FO1681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1681.See file dsdata.txt to determine how the superseded data were derived.
 FO1681
 FO1681_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV9758032690(NAD 83)
 FO1681_MARKER: DS = TRIANGULATION STATION DISK
 FO1681_SETTING: 0 = UNSPECIFIED SETTING
 FO1681_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FO1681
 FO1681  HISTORY     - Date     Condition        Report By
 FO1681  HISTORY     - 1951     MONUMENTED       USGS
 FO1681
 FO1681                          STATION DESCRIPTION
 FO1681
 FO1681'DESCRIBED BY US GEOLOGICAL SURVEY 1951
 FO1681'STATION IS LOCATED ABOUT 10 MI. W. AND 11 MI. S. OF SANTA FE, NEW
 FO1681'MEXICO, IN THE LOS CERRILLOS GRANT ABOUT 0.6 MI. SE. OF BRIDGE ON U.S.
 FO1681'HIGHWAY 85 ON A LOW BROAD RIDGE.
 FO1681'
 FO1681'TO REACH FROM THE PLAZA AT SANTA FE PROCEED SW. ALONG U.S. HIGHWAY 85
 FO1681'13.5 MI. TO GRADED RD. LEFT, THENCE LEFT S. THRU CATTLEGUARD 1.9 MI.
 FO1681'TO DIM TRAIL FORK, THENCE RIGHT ALONG DIM TRAIL TO RD. CROSSING DEEP
 FO1681'GULLEY 0.9 MI. TO DIM FORKS, TURN RIGHT CROSS COUNTRY AND PROCEED NW.
 FO1681'DOWN BROAD RIDGE, CROSSING ONE SMALL DRAIN, 0.8 MI. TO STATION.
 FO1681'STATION LIES ABOUT 150 FT. NW. OF A VERY SMALL TOP ON SLOPING BROAD
 FO1681'RIDGE.
 FO1681'
 FO1681'STATION MARK--STANDARD TABLET SET IN TOP OF A 7 BY 7 IN. CONCRETE
 FO1681'POST PROJECTING 6 IN. ABOVE GROUND, STAMPED---SF-CERRILLOS 1951
 FO1681'6081---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0798 ***********************************************************************
 GM0798  DESIGNATION -  CERRO
 GM0798  PID         -  GM0798
 GM0798  STATE/COUNTY-  NM/TAOS
 GM0798  USGS QUAD   -  CERRO VISTA (1995)
 GM0798
 GM0798                         *CURRENT SURVEY CONTROL
 GM0798  ___________________________________________________________________
 GM0798* NAD 83(1992)-  36 14 07.02966(N)    105 24 38.73517(W)     ADJUSTED  
 GM0798* NAVD 88     -      3638.3    (meters)   11937.     (feet)  VERTCON   
 GM0798  ___________________________________________________________________
 GM0798  LAPLACE CORR-          -2.72  (seconds)                    DEFLEC99
 GM0798  GEOID HEIGHT-         -16.88  (meters)                     GEOID03
 GM0798
 GM0798  HORZ ORDER  -  SECOND
 GM0798
 GM0798.The horizontal coordinates were established by classical geodetic methods
 GM0798.and adjusted by the National Geodetic Survey in December 1993..
 GM0798
 GM0798.The NAVD 88 height was computed by applying the VERTCON shift value to
 GM0798.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GM0798
 GM0798.The Laplace correction was computed from DEFLEC99 derived deflections.
 GM0798
 GM0798.The geoid height was determined by GEOID03.
 GM0798
 GM0798;                    North         East     Units Scale Factor Converg.
 GM0798;SPC NM C     -   580,944.481   575,436.860   MT  0.99997009   +0 29 46.0
 GM0798;SPC NM C     - 1,905,982.02  1,887,912.43   sFT  0.99997009   +0 29 46.0
 GM0798;UTM  13      - 4,010,123.834   463,089.384   MT  0.99961679   -0 14 34.1
 GM0798
 GM0798!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GM0798!SPC NM C     -   0.99943195  x   0.99997009  =   0.99940206
 GM0798!UTM  13      -   0.99943195  x   0.99961679  =   0.99904896
 GM0798
 GM0798:                Primary Azimuth Mark                     Grid Az
 GM0798:SPC NM C     -  SPRUCE                                   083 57 50.7
 GM0798:UTM  13      -  SPRUCE                                   084 42 10.8
 GM0798
 GM0798|---------------------------------------------------------------------|
 GM0798| PID    Reference Object                     Distance      Geod. Az  |
 GM0798|                                                           dddmmss.s |
 GM0798| GM0791 SPRUCE                              APPROX.21.1 KM 0842736.7 |
 GM0798| CM8629 CERRO RM 1                           35.532 METERS 18920     |
 GM0798| CM8628 CERRO AZ MK                                        2381919.4 |
 GM0798| CM8630 CERRO RM 2                           23.532 METERS 27743     |
 GM0798|---------------------------------------------------------------------|
 GM0798
 GM0798                          SUPERSEDED SURVEY CONTROL
 GM0798
 GM0798  NAD 83(1986)-  36 14 07.03637(N)    105 24 38.73823(W) AD(       ) 2
 GM0798  NAD 27      -  36 14 06.92949(N)    105 24 36.70161(W) AD(       ) 2
 GM0798  NGVD 29 (07/19/86) 3636.9    (m)        11932.     (f) VERT ANG       
 GM0798
 GM0798.Superseded values are not recommended for survey control.
 GM0798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0798.See file dsdata.txt to determine how the superseded data were derived.
 GM0798
 GM0798_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDA6308910124(NAD 83)
 GM0798_MARKER: DS = TRIANGULATION STATION DISK
 GM0798_SETTING: 80 = SET IN A BOULDER
 GM0798_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 GM0798_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GM0798
 GM0798  HISTORY     - Date     Condition        Report By
 GM0798  HISTORY     - 1961     MONUMENTED       CGS
 GM0798  HISTORY     - 1965     GOOD             USGS
 GM0798
 GM0798                          STATION DESCRIPTION
 GM0798
 GM0798'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 GM0798'THE STATION IS ON A GRASS TOPPED MOUNTAIN KNOWN AS CERRO
 GM0798'VISTA.  IT IS APPROXIMATELY 14 MILES SOUTHEAST OF TAOS, 19
 GM0798'MILES NORTHWEST OF MORA, 33 MILES SOUTHWEST OF CIMARRON, ON
 GM0798'OR NEAR THE TAOS-MORA COUNTY LINE AND ON THE BOUNDARY BETWEEN
 GM0798'THE SANTA FE NATIONAL FOREST AND PROPERTY OF THE POT CREEK
 GM0798'LOGGING AND LUMBERING COMPANY.
 GM0798'
 GM0798'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 64
 GM0798'AND STATE HIGHWAY 3, ABOUT 3.5 MILES SOUTH OF TAOS, GO SOUTHEAST
 GM0798'ON HIGHWAY 3 FOR 6.6 MILES TO A CROSSROAD AND THE ENTRANCE
 GM0798'TO THE POT CREEK LOGGING AND LUMBERING COMPANY.  TURN LEFT
 GM0798'AND FOLLOW THE ROAD PAST THE OFFICE OF THE LUMBER COMPANY
 GM0798'FOR 0.45 MILE TO A ROAD FORK ON THE EAST SIDE OF A WOODEN
 GM0798'BRIDGE.  BEAR RIGHT, EASTERLY, FOR 0.1 MILE TO A ROAD FORK.
 GM0798'KEEP RIGHT FOR 0.15 MILE TO A FORK.  BEAR RIGHT AND FOLLOW
 GM0798'THE ROAD ALONG THE SIDE OF THE CREEK FOR 10.1 MILES TO A
 GM0798'TRIPLE ROAD FORK.  BEAR SHARP RIGHT AND GO 0.95 MILE TO A
 GM0798'ROAD FORK.  KEEP LEFT FORK AND GO 0.85 MILE TO A SIDE
 GM0798'ROAD RIGHT.  TURN RIGHT AND GO 0.35 MILE TO A SIDE ROAD
 GM0798'LEFT.  CONTINUE AHEAD FOR 0.4 MILE TO A SIDE ROAD LEFT.
 GM0798'CONTINUE AHEAD FOR 0.05 MILE TO A ROAD FORK.  BEAR LEFT
 GM0798'FOR 0.55 MILE TO A SIDE ROAD ON THE LEFT WHERE THE
 GM0798'MAIN ROAD TURNS SHARP RIGHT.  TURN SHARP RIGHT AND GO
 GM0798'0.25 MILE TO A SIDE ROAD ON THE LEFT.  CONTINUE AHEAD
 GM0798'FOR 0.65 MILE TO A ROAD FORK NEAR THE TOP OF A GRASSY
 GM0798'RIDGE.  BEAR RIGHT AND FOLLOW A TRACK ROAD FOR 0.45 MILE
 GM0798'TO A ROAD FORK.  BEAR RIGHT ON BLADED ROAD FOR 0.55 MILE
 GM0798'TO THE STATION ON THE LEFT.
 GM0798'
 GM0798'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTHWEST ALONG
 GM0798'THE TRACK ROAD FOR 0.15 MILE TO THE MARK ON THE RIGHT.
 GM0798'
 GM0798'THE STATION, A STANDARD BRONZE DISK CEMENTED IN A DRILL HOLE
 GM0798'IN A BOULDER THAT PROJECTS 0.2 FOOT AND IS STAMPED CERRO
 GM0798'1954, IS 21 FEET SOUTH OF A SMALL CAIRN, 9 FEET SOUTHEAST
 GM0798'OF THE TRACK ROAD AND 4.7 FEET SOUTHWEST OF A WITNESS POST.
 GM0798'
 GM0798'REFERENCE MARK 1, A STANDARD DISK CEMENTED IN A DRILL HOLE
 GM0798'IN A BOULDER THAT IS ABOUT 3 FEET LOWER THAN THE STATION, IS
 GM0798'119.9 FEET SOUTH OF THE WITNESS POST, 84 FEET SOUTHEAST OF
 GM0798'THE TRACK ROAD AND 48 FEET WEST OF A SMALL GROUP OF TREES.
 GM0798'IT IS STAMPED CERRO NO 1 1954.
 GM0798'
 GM0798'REFERENCE MARK 2, A STANDARD DISK CEMENTED IN A DRILL HOLE
 GM0798'IN A BOULDER THAT IS ABOUT 4 FEET LOWER THAN THE STATION
 GM0798'AND PROJECTS 0.2 FOOT, IS 80.8 FEET WEST OF THE WITNESS POST
 GM0798'AND 45 FEET NORTHWEST OF THE TRACK ROAD.  IT IS STAMPED CERRO
 GM0798'NO 2 1954.
 GM0798'
 GM0798'THE AZIMUTH MARK, A STANDARD DISK CEMENTED IN A DRILL HOLE
 GM0798'IN A BOULDER THAT PROJECTS 0.1 FOOT, IS 100 FEET NORTHWEST
 GM0798'OF A CAIRN, 80 FEET NORTHWEST OF THE TRACK ROAD AND 2.6 FEET
 GM0798'NORTHWEST OF A WITNESS POST.  IT IS STAMPED CERRO 1954.
 GM0798'
 GM0798'NOTE--REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
 GM0798
 GM0798                          STATION RECOVERY (1965)
 GM0798
 GM0798'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 GM0798'DESCRIPTION IN NGS QUAD 36105-2, STATION 1008.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0835 ***********************************************************************
 GM0835  DESIGNATION -  CERRO AIRE
 GM0835  PID         -  GM0835
 GM0835  STATE/COUNTY-  NM/TAOS
 GM0835  USGS QUAD   -  TRES PIEDRAS (1963)
 GM0835
 GM0835                         *CURRENT SURVEY CONTROL
 GM0835  ___________________________________________________________________
 GM0835* NAD 83(1992)-  36 43 09.90509(N)    105 55 02.41943(W)     ADJUSTED  
 GM0835* NAVD 88     -      2751.5    (meters)    9027.     (feet)  VERTCON   
 GM0835  ___________________________________________________________________
 GM0835  LAPLACE CORR-          -3.66  (seconds)                    DEFLEC99
 GM0835  GEOID HEIGHT-         -17.01  (meters)                     GEOID03
 GM0835
 GM0835  HORZ ORDER  -  FIRST
 GM0835
 GM0835.The horizontal coordinates were established by classical geodetic methods
 GM0835.and adjusted by the National Geodetic Survey in December 1993..
 GM0835
 GM0835.The NAVD 88 height was computed by applying the VERTCON shift value to
 GM0835.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GM0835
 GM0835.The Laplace correction was computed from DEFLEC99 derived deflections.
 GM0835
 GM0835.The geoid height was determined by GEOID03.
 GM0835
 GM0835;                    North         East     Units Scale Factor Converg.
 GM0835;SPC NM C     -   634,387.208   529,716.258   MT  0.99991088   +0 11 56.0
 GM0835;SPC NM C     - 2,081,318.70  1,737,910.76   sFT  0.99991088   +0 11 56.0
 GM0835;UTM  13      - 4,064,139.364   418,078.873   MT  0.99968268   -0 32 54.6
 GM0835
 GM0835!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GM0835!SPC NM C     -   0.99957104  x   0.99991088  =   0.99948196
 GM0835!UTM  13      -   0.99957104  x   0.99968268  =   0.99925386
 GM0835
 GM0835|---------------------------------------------------------------------|
 GM0835| PID    Reference Object                     Distance      Geod. Az  |
 GM0835|                                                           dddmmss.s |
 GM0835| CM8632 CERRO AIRE RM 1                       8.929 METERS 06836     |
 GM0835| CM8633 CERRO AIRE RM 2                      15.149 METERS 13005     |
 GM0835| CM8631 CERRO AIRE AZ MK                                   2912832.2 |
 GM0835|---------------------------------------------------------------------|
 GM0835
 GM0835                          SUPERSEDED SURVEY CONTROL
 GM0835
 GM0835  NAD 83(1992)-  36 43 09.90719(N)    105 55 02.42407(W) AD(       ) 1
 GM0835  NAD 83(1986)-  36 43 09.90841(N)    105 55 02.42648(W) AD(       ) 1
 GM0835  NAD 27      -  36 43 09.84133(N)    105 55 00.37585(W) AD(       ) 1
 GM0835  NGVD 29 (07/19/86) 2750.2    (m)         9023.     (f) VERT ANG       
 GM0835
 GM0835.Superseded values are not recommended for survey control.
 GM0835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0835.See file dsdata.txt to determine how the superseded data were derived.
 GM0835
 GM0835_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDA1807964139(NAD 83)
 GM0835_MARKER: DS = TRIANGULATION STATION DISK
 GM0835_SETTING: 66 = SET IN ROCK OUTCROP
 GM0835_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GM0835
 GM0835  HISTORY     - Date     Condition        Report By
 GM0835  HISTORY     - 1945     MONUMENTED       CGS
 GM0835  HISTORY     - 1954     GOOD             CGS
 GM0835  HISTORY     - 1960     GOOD             CGS
 GM0835  HISTORY     - 1965     GOOD             USGS
 GM0835
 GM0835                          STATION DESCRIPTION
 GM0835
 GM0835'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (RAM)
 GM0835'STATION IS ABOUT 5 MILES (AIR LINE) NNE OF TRES PIEDRAS AND
 GM0835'ABOUT 27 MILES (AIR LINE) SSE OF ANTONITO, COLORADO.  THE
 GM0835'STATION IS ON A VOLCANIC CONE-SHAPED HILL WITH A BARE TOP.
 GM0835'A GROUP OF THREE OR FOUR TIMBERED HILLS LIES ABOUT 3 MILES TO
 GM0835'THE NW.
 GM0835'
 GM0835'TO REACH STATION FROM THE POST OFFICE IN ANTONITO, COLO., GO
 GM0835'S ON U.S. HIGHWAY 285 FOR 23.8 MILES TO THE PARTIALLY ABANDONED
 GM0835'SETTLEMENT OF NO AGUA ABOUT 1/4 MILE E OF THE HIGHWAY.  HERE
 GM0835'TURN OFF THE HIGHWAY THROUGH A GATE AND GO 0.2 MILE TO AN
 GM0835'ADOBE BUILDING ON THE RIGHT AND THE OLD HIGHWAY.  TURN RIGHT
 GM0835'OR S ON THE OLD HIGHWAY AND GO 0.2 MILE TO A TRACK ROAD LEADING
 GM0835'LEFT.  HERE TAKE THE LEFT FORK NE FOR 1.0 MILE TO A FORK.
 GM0835'HERE THE MAIN TRAVELED ROAD GOES TO THE LEFT.  TAKE THE RIGHT
 GM0835'FORK AND GO 0.05 MILE TO A FORK.  TAKE THE RIGHT FORK AND GO
 GM0835'0.25 MILE TO THE WITNESS POST AND AZIMUTH MARK ABOUT 100
 GM0835'FEET NE OF THE ROAD.  CONTINUE 0.15 MILE TO A FORK.  HERE
 GM0835'TAKE THE RIGHT FORK AND GO 0.2 MILE TO A THREE-WAY FORK.
 GM0835'TAKE THE RIGHT FORK AND GO 1.2 MILES TO A FORK JUST
 GM0835'BEFORE REACHING A CABIN.  HERE TAKE THE RIGHT FORK PASSING
 GM0835'THROUGH A GATE AND GO 0.1 MILE TO A FORK.  HERE TAKE THE
 GM0835'LEFT FORK THROUGH A GATE AND GO 0.5 MILE TO A FORK.
 GM0835'HERE TAKE THE LEFT FORK AND GO 0.4 MILE APPROXIMATELY TO A
 GM0835'POINT WHERE THE TRACKS FADE OUT.  CONTINUE ON NE THROUGH
 GM0835'THE ROCKS AND TREES FOR 0.6 MILE TO THE END OF TRUCK TRAVEL
 GM0835'AT THE W BASE OF THE CONE.  FROM HERE PACK E UP THE SLOPE
 GM0835'TO THE HIGHEST POINT OF THE HILL AND THE STATION.
 GM0835'
 GM0835'STATION MARK IS A BRONZE STATION DISK SET IN BEDROCK FLUSH
 GM0835'WITH THE SURROUNDING SURFACE.  IT IS ABOUT 13 FEET SW OF A
 GM0835'4-FOOT CAIRN WHICH IS APPROXIMATELY ON THE HIGHEST POINT OF
 GM0835'THE HILL.  DISK IS STAMPED CERRO AIRE 1945.
 GM0835'
 GM0835'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A BOULDER
 GM0835'PROJECTING ABOUT 18 INCHES.  THE MARK IS ENE OF THE STATION
 GM0835'AND IS AT ABOUT THE SAME LEVEL.  DISK IS STAMPED CERRO AIRE
 GM0835'NO 1 1945.
 GM0835'
 GM0835'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A BOULDER
 GM0835'PROJECTING ABOUT 10 INCHES.  THE MARK IS SE OF THE STATION
 GM0835'AND IS ABOUT 26 INCHES LOWER.  DISK IS STAMPED CERRO AIRE NO
 GM0835'2 1945.
 GM0835'
 GM0835'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN A BOULDER PROJECTING
 GM0835'ABOUT 12 INCHES.  IT IS 24 FEET E OF THE WITNESS POST, 96
 GM0835'FEET NE OF THE TRACK ROAD TO STATION, AND IS WNW OF THE STATION.
 GM0835'DISK IS STAMPED CERRO AIRE 1945.
 GM0835'
 GM0835'HEIGHT OF LIGHT ABOVE STATION MARK - 1.0 METERS.
 GM0835
 GM0835                          STATION RECOVERY (1954)
 GM0835
 GM0835'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (WRH)
 GM0835'THE STATION MARK, AZIMUTH MARK, AND REFERENCE MARK NUMBER 2
 GM0835'WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.  REFERENCE
 GM0835'MARK NUMBER 1 WAS FOUND LOOSE AND RECEMENTED IN ITS DRILL
 GM0835'HOLE.  A COMPLETE DESCRIPTION FOLLOWS--
 GM0835'
 GM0835'THE STATION IS LOCATED ON THE TOP OF A CONE-SHAPED HILL ABOUT
 GM0835'5 MILES AIRLINE NORTH-NORTHEAST OF TRES PIEDRAS AND ABOUT
 GM0835'27 MILES AIRLINE SOUTH-SOUTHEAST OF ANTONITO, COLORADO.
 GM0835'
 GM0835'TO REACH THE STATION FROM THE POST OFFICE IN TRES PIEDRAS GO
 GM0835'NORTH ON U.S. HIGHWAY 285 FOR 5.5 MILES TO SOME HOUSES ON
 GM0835'THE LEFT AND A SIDE ROAD ON THE RIGHT.  TURN RIGHT, PASS
 GM0835'THROUGH A GATE, AND GO EAST 0.25 MILE TO A CROSS ROAD.  TURN
 GM0835'RIGHT AND GO SOUTH AND EAST 0.25 MILE TO A GATE.  PASS THROUGH
 GM0835'THE GATE AND GO NORTHEAST 1.0 MILE TO A DIM ROAD ON THE RIGHT.
 GM0835'TURN RIGHT AND GO 0.4 MILE TO A WITNESS POST AND THE AZIMUTH
 GM0835'MARK ON THE LEFT.  KEEP STRAIGHT AHEAD AND GO 0.7 MILE TO A
 GM0835'GATE.  PASS THROUGH THE GATE AND GO 0.9 MILE TO A DIM SIDE
 GM0835'ROAD ON THE RIGHT.  TURN RIGHT AND GO 0.1 MILE TO A GATE.
 GM0835'PASS THROUGH THE GATE AND GO 0.5 MILE TO A GATE.  PASS
 GM0835'THROUGH THE GATE AND GO 0.05 MILE TO A SIDE ROAD ON THE
 GM0835'LEFT.  TURN LEFT AND GO 0.3 MILE TO THE END OF THE ROAD.
 GM0835'KEEP STRAIGHT AHEAD AND GO NORTHEAST 0.5 MILE THROUGH
 GM0835'SCATTERED TREES TO THE BASE OF THE HILL.  PACK ABOUT 5
 GM0835'MINUTES EAST TO THE TOP OF THE HILL AND THE STATION.
 GM0835'
 GM0835'THE STATION MARK IS A A STANDARD DISK STAMPED CERRO AIRE 1945
 GM0835'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT IS FLUSH
 GM0835'WITH THE GROUND.
 GM0835'
 GM0835'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED CERRO AIRE
 GM0835'NO 1 1945 CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS
 GM0835'18 INCHES ABOVE THE GROUND.  IT IS THE SAME ELEVATION AS THE
 GM0835'STATION.
 GM0835'
 GM0835'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED CERRO AIRE
 GM0835'NO 2 1945 CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS
 GM0835'10 INCHES ABOVE THE GROUND.  IT IS 2 FEET LOWER THAN THE
 GM0835'STATION.
 GM0835'
 GM0835'THE AZIMUTH MARK IS LOCATED ON THE NORTHEAST SIDE OF THE ROAD
 GM0835'LEADING TO THE STATION AND IS A STANDARD DISK STAMPED CERRO
 GM0835'AIRE 1945 CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS
 GM0835'18 INCHES ABOVE THE GROUND.  IT IS 24 FEET EAST OF A WITNESS
 GM0835'POST AND 95 FEET NORTHEAST OF THE CENTERLINE OF THE ROAD.
 GM0835'
 GM0835'HEIGHT OF STAND--1.36 M.
 GM0835
 GM0835                          STATION RECOVERY (1960)
 GM0835
 GM0835'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (DCM)
 GM0835'STATION AND R.M.S RECOVERED IN GOOD CONDITION AS DESCRIBED.
 GM0835'AZIMUTH MARK NOT FOUND, BUT PROBABLEY STILL THERE.  PREVIOUS
 GM0835'REACH COULD NOT BE FOLLOWED.  ANOTHER REACH FOLLOWS.
 GM0835'
 GM0835'TO REACH THE STATION FROM TRES PIEDRAS GO NORTH ON U.S. HIGHWAY
 GM0835'285 FOR 6.1 MILES TO A ROAD RIGHT,, TURN RIGHT AND GO 0.3 MILES
 GM0835'EAST TO T-ROAD, TURN SOUTH FOR 0.1 MILES, ROAD THEN TURNS EAST
 GM0835'CROSSING ARROYO, GO EAST FOR 0.2 MILES TO TO GATE ON
 GM0835'RIGHT.  GO THROUGH GATE AND FOLLOW ROAD FOR 2.0 MILES TO SECTION
 GM0835'MARKER T29N R9E AND FENCE INTERSECTION, GO THROUGH N-S GATE
 GM0835'AND CONT. ON DIM ROAD PAST SMALL DAM, TURN NORTH ON EAST SIDE
 GM0835'OF DAM AND GO TO A GATE IN A N-S FENCE.  END OF ROAD, GO
 GM0835'THROUGH GATE AND MAKE WAY THROUGH SCATTERED TREES UP HILL TO
 GM0835'END OF TRUCK TRAVEL.  PACK IS ABOUT 5 MINUTES TO TOP, AND
 GM0835'STATION.
 GM0835
 GM0835                          STATION RECOVERY (1965)
 GM0835
 GM0835'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 GM0835'DESCRIPTION IN NGS QUAD 36105-4, STATION 1007.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1610 ***********************************************************************
 FO1610  DESIGNATION -  CERRO ALESNA CAIRN
 FO1610  PID         -  FO1610
 FO1610  STATE/COUNTY-  NM/MCKINLEY
 FO1610  USGS QUAD   -  CERRO ALESNA (1995)
 FO1610
 FO1610                         *CURRENT SURVEY CONTROL
 FO1610  ___________________________________________________________________
 FO1610* NAD 83(1992)-  35 27 58.57572(N)    107 33 50.30140(W)     ADJUSTED  
 FO1610* NAVD 88     -                                                        
 FO1610  ___________________________________________________________________
 FO1610  LAPLACE CORR-           2.38  (seconds)                    DEFLEC99
 FO1610  GEOID HEIGHT-         -20.29  (meters)                     GEOID03
 FO1610
 FO1610  HORZ ORDER  -  THIRD
 FO1610
 FO1610.The horizontal coordinates were established by classical geodetic methods
 FO1610.and adjusted by the National Geodetic Survey in December 1993..
 FO1610
 FO1610
 FO1610.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1610
 FO1610.The geoid height was determined by GEOID03.
 FO1610
 FO1610;                    North         East     Units Scale Factor Converg.
 FO1610;SPC NM W     -   495,341.013   854,447.139   MT  0.99992403   +0 09 22.6
 FO1610;SPC NM W     - 1,625,131.31  2,803,298.66   sFT  0.99992403   +0 09 22.6
 FO1610;UTM  13      - 3,927,774.386   267,342.628   MT  1.00026710   -1 29 18.0
 FO1610
 FO1610                          SUPERSEDED SURVEY CONTROL
 FO1610
 FO1610  NAD 83(1986)-  35 27 58.57897(N)    107 33 50.30490(W) AD(       ) 4
 FO1610  NAD 27      -  35 27 58.47000(N)    107 33 48.11600(W) AD(       ) 3
 FO1610
 FO1610.Superseded values are not recommended for survey control.
 FO1610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1610.See file dsdata.txt to determine how the superseded data were derived.
 FO1610
 FO1610_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBV6734327774(NAD 83)
 FO1610_MARKER: 72 = CAIRN
 FO1610
 FO1610  HISTORY     - Date     Condition        Report By
 FO1610  HISTORY     - 1958     FIRST OBSERVED   CGS
 FO1610
 FO1610                          STATION DESCRIPTION
 FO1610
 FO1610'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RLE)
 FO1610'THE STATION IS LOCATED ON THE HIGHEST POINT OF A HIGH ROCK
 FO1610'PINNACLE KNOWN AS CERRO ALESNA, ABOUT 26 MILES SOUTH-SOUTHEAST
 FO1610'OF THE WHITE HORSE STORE AND 8 MILES NORTH-NORTHEAST OF SAN
 FO1610'MATEO.  IT IS A LARGE ROCK CAIRN WITH A POLE IN THE CENTER WHICH
 FO1610'WAS THE POINT OBSERVED.  THE STATION WAS NOT VISITED BY THIS
 FO1610'PARTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0628 ***********************************************************************
 EP0628  DESIGNATION -  CERRO ET
 EP0628  PID         -  EP0628
 EP0628  STATE/COUNTY-  NM/LINCOLN
 EP0628  USGS QUAD   -  TECOLOTE PEAK (1995)
 EP0628
 EP0628                         *CURRENT SURVEY CONTROL
 EP0628  ___________________________________________________________________
 EP0628* NAD 83(1992)-  34 04 40.57396(N)    105 41 20.03508(W)     ADJUSTED  
 EP0628* NAVD 88     -      2230.5    (meters)    7318.     (feet)  VERTCON   
 EP0628  ___________________________________________________________________
 EP0628  LAPLACE CORR-           0.26  (seconds)                    DEFLEC99
 EP0628  GEOID HEIGHT-         -20.16  (meters)                     GEOID03
 EP0628
 EP0628  HORZ ORDER  -  SECOND
 EP0628
 EP0628.The horizontal coordinates were established by classical geodetic methods
 EP0628.and adjusted by the National Geodetic Survey in December 1993..
 EP0628
 EP0628.The NAVD 88 height was computed by applying the VERTCON shift value to
 EP0628.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EP0628
 EP0628.The Laplace correction was computed from DEFLEC99 derived deflections.
 EP0628
 EP0628.The geoid height was determined by GEOID03.
 EP0628
 EP0628;                    North         East     Units Scale Factor Converg.
 EP0628;SPC NM C     -   341,440.103   551,784.972   MT  0.99993305   +0 18 51.9
 EP0628;SPC NM C     - 1,120,208.07  1,810,314.53   sFT  0.99993305   +0 18 51.9
 EP0628;UTM  13      - 3,771,011.667   436,439.290   MT  0.99964980   -0 23 09.7
 EP0628
 EP0628!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EP0628!SPC NM C     -   0.99965314  x   0.99993305  =   0.99958621
 EP0628!UTM  13      -   0.99965314  x   0.99964980  =   0.99930306
 EP0628
 EP0628|---------------------------------------------------------------------|
 EP0628| PID    Reference Object                     Distance      Geod. Az  |
 EP0628|                                                           dddmmss.s |
 EP0628| EP0627 CERRO ET RM 1                         4.864 METERS 17308     |
 EP0628| EP0631 HARVEY                              APPROX. 8.4 KM 2515130.2 |
 EP0628| CJ6862 CERRO ET RM 2                         5.801 METERS 27146     |
 EP0628|---------------------------------------------------------------------|
 EP0628
 EP0628                          SUPERSEDED SURVEY CONTROL
 EP0628
 EP0628  NAD 83(1986)-  34 04 40.58079(N)    105 41 20.03639(W) AD(       ) 2
 EP0628  NAD 27      -  34 04 40.33498(N)    105 41 18.07568(W) AD(       ) 2
 EP0628  NGVD 29 (07/19/86) 2229.6    (m)         7315.     (f) VERT ANG       
 EP0628
 EP0628.Superseded values are not recommended for survey control.
 EP0628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EP0628.See file dsdata.txt to determine how the superseded data were derived.
 EP0628
 EP0628_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDT3643971012(NAD 83)
 EP0628_MARKER: DD = SURVEY DISK
 EP0628_SETTING: 66 = SET IN ROCK OUTCROP
 EP0628
 EP0628  HISTORY     - Date     Condition        Report By
 EP0628  HISTORY     - 1972     MONUMENTED       USGS
 EP0628
 EP0628                          STATION DESCRIPTION
 EP0628
 EP0628'DESCRIBED BY US GEOLOGICAL SURVEY 1972 (JTD)
 EP0628'THE STATION IS LOCATED NORTH 21 DEGREES EAST, ABOUT 32 MILES
 EP0628'AIRLINE FROM CARRIZOZO NEW MEXICO, ON THE HIGHEST PART OF A
 EP0628'CONE-SHAPED HILL CALLED CERRO TECOLOTE, ON THE DIMMIT BOND
 EP0628'RANCH, 7.5 FEET SOUTH AND 4 FEET WEST OF THE SOUTHEAST CORNER OF
 EP0628'A MICROWAVE BUILDING.
 EP0628'
 EP0628'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 380 AND U.S. HIGHWAY
 EP0628'54 IN CARRIZOZO, NEW MEXICO, GO NORTH ON U.S. HIGHWAY 54 FOR
 EP0628'33.8 MILES.  TURN RIGHT OFF HIGHWAY AND TAKE GRADED ROAD EAST
 EP0628'FOR 0.85 MILE TO ROAD FORK.  TAKE RIGHT FORK FOR 1.5 MILES
 EP0628'TO TOP OF HILL AND STATION, 7 FEET SOUTH OF A USGS WITNESS
 EP0628'SIGN MOUNTED ON A METAL POST.
 EP0628'
 EP0628'THE STATION MARK AND REFERENCE MARK NO. 2 ARE USGS BRONZE
 EP0628'TABLETS CEMENTED IN DRILL HOLES IN ROCK OUTCROP.
 EP0628'
 EP0628'REFERENCE MARK NO. 1 IS A USGS BRASS TABLET SOLDERED TO A
 EP0628'3-FOOT LONG COPPER COATED STEEL ROD CEMENTED IN DRILL HOLE,
 EP0628'CENTERED IN GRAVEL FILLED PLASTIC TILE, 6 INCHES IN DIAMETER
 EP0628'AND 12 INCHES LONG.
 EP0628'
 EP0628'STATION MARK--TABLET STAMPED CERRO ET 1972.
 EP0628'
 EP0628'REFERENCE MARK NO. 1--TABLET STAMPED CERRO ET NO. 1 1972.
 EP0628'
 EP0628'REFERENCE MARK NO. 2--TABLET STAMPED CERRO ET NO. 2 1972.
 EP0628'
 EP0628'STATION HARVEY 1952 USC AND GS IS VISIBLE FROM THE GROUND TO
 EP0628'SERVE AS AZIMUTH MARK.
 EP0628'
 EP0628'ALL OBSERVATIONS MADE FROM A STANDARD TRIPOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0627 ***********************************************************************
 EP0627  DESIGNATION -  CERRO ET RM 1
 EP0627  PID         -  EP0627
 EP0627  STATE/COUNTY-  NM/LINCOLN
 EP0627  USGS QUAD   -  TECOLOTE PEAK (1995)
 EP0627
 EP0627                         *CURRENT SURVEY CONTROL
 EP0627  ___________________________________________________________________
 EP0627* NAD 83(1992)-  34 04 40.41723(N)    105 41 20.01239(W)     ADJUSTED  
 EP0627* NAVD 88     -      2229.6    (meters)    7315.     (feet)  VERTCON   
 EP0627  ___________________________________________________________________
 EP0627  LAPLACE CORR-           0.26  (seconds)                    DEFLEC99
 EP0627  GEOID HEIGHT-         -20.16  (meters)                     GEOID03
 EP0627
 EP0627  HORZ ORDER  -  SECOND
 EP0627
 EP0627.The horizontal coordinates were established by classical geodetic methods
 EP0627.and adjusted by the National Geodetic Survey in December 1993..
 EP0627
 EP0627.The NAVD 88 height was computed by applying the VERTCON shift value to
 EP0627.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EP0627
 EP0627.The Laplace correction was computed from DEFLEC99 derived deflections.
 EP0627
 EP0627.The geoid height was determined by GEOID03.
 EP0627
 EP0627;                    North         East     Units Scale Factor Converg.
 EP0627;SPC NM C     -   341,435.277   551,785.580   MT  0.99993305   +0 18 51.9
 EP0627;SPC NM C     - 1,120,192.24  1,810,316.52   sFT  0.99993305   +0 18 51.9
 EP0627;UTM  13      - 3,771,006.836   436,439.839   MT  0.99964980   -0 23 09.6
 EP0627
 EP0627!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EP0627!SPC NM C     -   0.99965328  x   0.99993305  =   0.99958635
 EP0627!UTM  13      -   0.99965328  x   0.99964980  =   0.99930320
 EP0627
 EP0627:                Primary Azimuth Mark                     Grid Az
 EP0627:SPC NM C     -  HARVEY                                   251 34 35.4
 EP0627:UTM  13      -  HARVEY                                   252 16 36.9
 EP0627
 EP0627|---------------------------------------------------------------------|
 EP0627| PID    Reference Object                     Distance      Geod. Az  |
 EP0627|                                                           dddmmss.s |
 EP0627| EP0631 HARVEY                              APPROX. 8.4 KM 2515327.3 |
 EP0627| EP0628 CERRO ET                              4.864 METERS 35308     |
 EP0627|---------------------------------------------------------------------|
 EP0627
 EP0627                          SUPERSEDED SURVEY CONTROL
 EP0627
 EP0627  NAD 83(1986)-  34 04 40.42407(N)    105 41 20.01370(W) AD(       ) 2
 EP0627  NAD 27      -  34 04 40.18118(N)    105 41 18.06957(W) AD(       ) 2
 EP0627  NGVD 29 (07/19/86) 2228.7    (m)         7312.     (f) VERT ANG       
 EP0627
 EP0627.Superseded values are not recommended for survey control.
 EP0627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EP0627.See file dsdata.txt to determine how the superseded data were derived.
 EP0627
 EP0627_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDT3644071007(NAD 83)
 EP0627_MARKER: DD = SURVEY DISK
 EP0627_SETTING: 0 = UNSPECIFIED SETTING
 EP0627_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EP0627
 EP0627  HISTORY     - Date     Condition        Report By
 EP0627  HISTORY     - 1975     MONUMENTED       USGS
 EP0627
 EP0627                          STATION DESCRIPTION
 EP0627
 EP0627'DESCRIBED BY US GEOLOGICAL SURVEY 1975
 EP0627'STATION CERRO ET USGS IS ABOUT 13 MILES SOUTH OF CORONA AND ATOP A
 EP0627'MOUNTAIN ON PROPERTY OF LARRY BOND, GENERAL DELIVERY, CORONA.
 EP0627'
 EP0627'TO REACH STATION CERRO ET FROM THE POST OFFICE IN CORONA, GO SOUTH
 EP0627'ON U.S. HIGHWAY 54 FOR 3.5 MILES TO A SIDE ROAD RIGHT, CONTINUE
 EP0627'SOUTH ON U.S. HIGHWAY 54 FOR 6.95 MILES TO A SIDE ROAD LEFT
 EP0627'LEADING TO THE EL PASO NATURAL GAS COMPANY.  CONTINUE SOUTH ON
 EP0627'U.S. HIGHWAY 54 FOR 1.7 MILE TO A SIDE ROAD LEFT AND A LOCKED
 EP0627'GATE.  TURN LEFT AND GO EAST ON A GRADED ROAD FOR 0.75 MILE TO
 EP0627'A FORK, TAKE THE RIGHT FORK AND GO SOUTHEAST ON THE GRAVEL ROAD
 EP0627'FOR 1.55 MILE TO THE HIGHEST POINT OF THE MOUNTAIN AND THE
 EP0627'STATION.
 EP0627'
 EP0627'REFERENCE MARK 1 IS A BRONZE DISK OF THE U.S. GEOLOGICAL
 EP0627'SURVEY, STAMPED CERRO ET NO 1 1972, WELDED ATOP A COPPER ROD
 EP0627'AND PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS 23.4 FEET SOUTH
 EP0627'OF THE WITNESS POST, 26.0 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 EP0627'OF THE BUILDING AND IS ABOUT 3 FEET LOWER THAN THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1574 ***********************************************************************
 FO1574  DESIGNATION -  CHACO
 FO1574  PID         -  FO1574
 FO1574  STATE/COUNTY-  NM/MCKINLEY
 FO1574  USGS QUAD   -  RINCON MARQUEZ (1989)
 FO1574
 FO1574                         *CURRENT SURVEY CONTROL
 FO1574  ___________________________________________________________________
 FO1574* NAD 83(1992)-  35 47 41.18076(N)    107 29 28.05144(W)     ADJUSTED  
 FO1574* NAVD 88     -      2279.5    (meters)    7479.     (feet)  VERTCON   
 FO1574  ___________________________________________________________________
 FO1574  LAPLACE CORR-           1.63  (seconds)                    DEFLEC99
 FO1574  GEOID HEIGHT-         -20.71  (meters)                     GEOID03
 FO1574
 FO1574  HORZ ORDER  -  FIRST
 FO1574
 FO1574.The horizontal coordinates were established by classical geodetic methods
 FO1574.and adjusted by the National Geodetic Survey in December 1993..
 FO1574
 FO1574.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1574.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1574
 FO1574.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1574
 FO1574.The geoid height was determined by GEOID03.
 FO1574
 FO1574;                    North         East     Units Scale Factor Converg.
 FO1574;SPC NM W     -   531,806.603   860,931.955   MT  0.99992845   +0 12 00.6
 FO1574;SPC NM W     - 1,744,768.83  2,824,574.26   sFT  0.99992845   +0 12 00.6
 FO1574;UTM  13      - 3,964,049.562   274,877.920   MT  1.00022454   -1 27 27.5
 FO1574
 FO1574!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1574!SPC NM W     -   0.99964560  x   0.99992845  =   0.99957407
 FO1574!UTM  13      -   0.99964560  x   1.00022454  =   0.99987006
 FO1574
 FO1574|---------------------------------------------------------------------|
 FO1574| PID    Reference Object                     Distance      Geod. Az  |
 FO1574|                                                           dddmmss.s |
 FO1574| CD3224 CHACO RM 1                           12.942 METERS 03935     |
 FO1574| CD3226 CHACO RM 3                           13.014 METERS 03941     |
 FO1574| CD3225 CHACO RM 2                           15.488 METERS 12842     |
 FO1574| CD3227 CHACO RM 4                           15.430 METERS 12845     |
 FO1574| FO1568 CERRO CHAVEZ PEAK                   APPROX.32.3 KM 1722706.4 |
 FO1574| CD3223 CHACO AZ MK                                        3014117.0 |
 FO1574|---------------------------------------------------------------------|
 FO1574
 FO1574                          SUPERSEDED SURVEY CONTROL
 FO1574
 FO1574  NAD 83(1986)-  35 47 41.18005(N)    107 29 28.05554(W) AD(       ) 1
 FO1574  NAD 27      -  35 47 41.10530(N)    107 29 25.87850(W) AD(       ) 1
 FO1574  NGVD 29 (07/19/86) 2278.4    (m)         7475.     (f) VERT ANG       
 FO1574
 FO1574.Superseded values are not recommended for survey control.
 FO1574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1574.See file dsdata.txt to determine how the superseded data were derived.
 FO1574
 FO1574_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBV7487864050(NAD 83)
 FO1574_MARKER: DS = TRIANGULATION STATION DISK
 FO1574_SETTING: 0 = UNSPECIFIED SETTING
 FO1574
 FO1574  HISTORY     - Date     Condition        Report By
 FO1574  HISTORY     - 1945     MONUMENTED       CGS
 FO1574  HISTORY     - 1958     SEE DESCRIPTION  CGS
 FO1574  HISTORY     - 1972     GOOD             NGS
 FO1574
 FO1574                          STATION DESCRIPTION
 FO1574
 FO1574'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (RAM)
 FO1574'STATION IS ON A LOW SAND HILL AT THE S END OF THE FIRST HIGH
 FO1574'MESA TOP ON THE W SIDE OF THE TRACK ROAD AND THE PASS THROUGH
 FO1574'THE MESA FROM THE STAR LAKE STORE, ABOUT 6 MILES (AIR LINE)
 FO1574'SSW OF STAR LAKE STORE AND TRADING POST, AND ON THE HIGHEST
 FO1574'POINT IN THE VICINITY.  THE CHACO MESA EXTENDS ABOUT 15 MILES
 FO1574'FARTHER E BUT IS LOWER.  TO THE W THERE IS A HEAVY GROWTH
 FO1574'OF SCRUB TIMBER WHERE IT IS MUCH HIGHER THAN AT THE STATION.
 FO1574'THE STATION OVERLOOKS ALL THE COUNTRY TO THE N AND S AND MOST
 FO1574'OF THE COUNTRY TO THE E AND W, BUT WILL NOT SEE OVER THE MESA
 FO1574'TO THE NW BETWEEN THE LINES TO RUBY WELLS AND KINBETO.
 FO1574'
 FO1574'TO REACH THE STATION FROM THE STAR LAKE STORE WHICH IS 26
 FO1574'MILES NE OF MA BUCKS ON THE MAIN ROAD BETWEEN STATE HIGHWAY
 FO1574'56 AND CUBA, GO E ON THE MAIN GRADED ROAD 0.2 MILE TO A TRACK
 FO1574'ROAD TO THE RIGHT AT THE TOP OF THE FIRST GRADE.  TURN TO THE
 FO1574'RIGHT AND FOLLOW THE MAIN TRACK ROAD S 6.0 MILES TO A DIM
 FO1574'TRACK ROAD RIGHT AT THE TOP OF A RISE.  TURN RIGHT AND FOLLOW
 FO1574'THE TRACK ROAD W ALONG THE MESA 2.4 MILES TO WHERE CEDAR FENCE
 FO1574'POSTS HAVE BEEN CUT AND PILED.  FROM HERE THE TRUCKS WERE
 FO1574'DRIVEN W ACROSS COUNTRY THROUGH THE SAGE AND CEDAR TREES 1.3
 FO1574'MILES TO THE SANDY HILL AND THE STATION.
 FO1574'
 FO1574'STATION MARK IS A BRONZE STATION DISK STAMPED CHACO 1945 AND IS
 FO1574'WELDED TO THE BELL END OF A 2-INCH SOIL PIPE.  IT PROJECTS
 FO1574'ABOUT 3 INCHES ABOVE THE GROUND, IS LOCATED ON THE TOP OF THE
 FO1574'SANDY KNOLL, AND ABOUT 200 YARDS N OF THE S RIM OF THE MESA.
 FO1574'
 FO1574'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK WELDED TO THE
 FO1574'BELL END OF A 2-INCH IRON SOIL PIPE AND PROJECTS ABOUT 4 INCHES
 FO1574'ABOVE THE GROUND.  DISK IS STAMPED CHACO NO 1 1945.  IT IS
 FO1574'LOCATED NE OF THE STATION AND ABOUT 3 FEET LOWER.
 FO1574'
 FO1574'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK WELDED TO THE BELL
 FO1574'END OF A 2-INCH IRON SOIL PIPE AND PROJECTS ABOUT 4 INCHES ABOVE
 FO1574'THE GROUND.  DISK IS STAMPED CHACO NO 2 1945.  IT IS LOCATED
 FO1574'SE OF THE STATION AND ABOUT 2 FEET HIGHER.
 FO1574'
 FO1574'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN A DRILL HOLE IN
 FO1574'BEDROCK, FLUSH, AND IS STAMPED CHACO 1945.  IT IS LOCATED
 FO1574'NW OF THE STATION, ABOUT 150 FEET N OF THE RIM OF THE MESA, AND
 FO1574'5 FEET E OF A 4- BY 4-INCH WHITE WITNESS POST SET IN A ROCK CAIRN.
 FO1574
 FO1574                          STATION RECOVERY (1958)
 FO1574
 FO1574'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (RLE)
 FO1574'THE STATION MARK WAS FOUND SOLID IN THE GROUND, BUT PROJECTING
 FO1574'ABOUT 2 FEET DUE TO WIND EROSION.  THE SURFACE MARK WAS LOWERED
 FO1574'AND AN UNDERGROUND MARK WAS SET.  REFERENCE MARK NO.
 FO1574'1 AND REFERENCE MARK NO. 2 WERE FOUND LOOSE IN THE GROUND, DUE
 FO1574'TO WIND EROSION.  THEY WERE REMOVED AND REFERENCE MARK NO. 3
 FO1574'AND REFERENCE MARK NO. 4 WERE SET.  THE AZIMUTH MARK WAS FOUND
 FO1574'IN GOOD CONDITION.  FOLLOWING IS A NEW AND COMPLETE
 FO1574'DESCRIPTION.
 FO1574'
 FO1574'THE STATION IS LOCATED ABOUT 34 MILES SOUTHWEST OF CUBA AND 29
 FO1574'MILES SOUTH OF COUNSELER, ON A SANDY HILL NEAR THE SOUTHWEST END
 FO1574'OF A LONG, LOW MESA.  IT IS ABOUT 100 YARDS NORTHEAST OF THE RIM
 FO1574'OF THE MESA, 60 FEET WEST OF THE HIGHEST POINT OF THE HILL,
 FO1574'8 FEET EAST OF A 2 BY 4 STAKE AND 6 FEET WEST OF A WITNESS POST.
 FO1574'THE MARK IS A STANDARD DISC WELDED TO THE BELL OF A 2-INCH
 FO1574'IRON SOIL PIPE.  IT PROJECTS 8 INCHES AND IS STAMPED CHACO
 FO1574'1945 1958.
 FO1574'
 FO1574'REFERENCE MARK NO. 3 IS 65 FEET NORTHWEST OF THE HIGHEST POINT
 FO1574'OF THE HILL.  IT IS A STANDARD DISC WELDED TO THE BELL OF A
 FO1574'2-INCH IRON SOIL PIPE.  THE MARK PROJECTS 6 INCHES AND IS STAMPED
 FO1574'CHACO NO 3 1945 1958.
 FO1574'
 FO1574'REFERENCE MARK NO. 4 IS 6 FEET SOUTHWEST OF THE HIGHEST POINT
 FO1574'OF THE HILL.  IT IS A STANDARD DISC WELDED TO THE BELL OF A 2-INCH
 FO1574'IRON SOIL PIPE.  THE MARK PROJECTS 4 INCHES AND IS STAMPED
 FO1574'CHACO NO 4 1945 1958.
 FO1574'
 FO1574'THE DISTANCE BETWEEN REFERENCE MARK NO. 3 AND REFERENCE MARK
 FO1574'NO. 4 IS 65.7 FEET.
 FO1574'
 FO1574'THE AZIMUTH MARK IS 150 FEET NORTH OF THE RIM OF THE MESA, IN
 FO1574'A LARGE OPEN AREA OF OUTCROPPING BEDROCK, 1 FOOT SOUTHEAST OF
 FO1574'A CAIRN.  THE MARK IS STAMPED CHACO 1945.
 FO1574'
 FO1574'TO REACH THE STATION FROM THE TORREON COMMUNITY SCHOOL, WHICH
 FO1574'IS ABOUT 21 MILES SOUTHWEST OF CUBA, GO WESTERLY ON THE GRADED
 FO1574'ROAD FOR 1.3 MILES TO THE TORREON TRADING POST, CONTINUE
 FO1574'WESTERLY ON THE ROAD FOR 4.8 MILES TO A FORK AND SIGN TINIAN
 FO1574'BAPTIST MISSION, BEAR LEFT AND FOLLOW THE MAIN GRADED ROAD FOR
 FO1574'2.1 MILES TO A TRACK ROAD LEFT AT THE CREST OF A RIDGE.  TURN
 FO1574'LEFT ON THE TRACK ROAD AND FOLLOW IT ALONG THE CREST OF MESA
 FO1574'FOR 0.5 MILES TO A WIRE GATE.  GO THROUGH THE GATE AND
 FO1574'CONTINUE ON THE TRACK ROAD ALONG THE TOP OF THE MESA FOR 4.8
 FO1574'MILES TO A REVERSE Y, JUST BEFORE THE ROAD DROPS OVER THE
 FO1574'RIM OF THE MESA.  TURN HARD RIGHT AND FOLLOW THE ROAD
 FO1574'ALONG THE FENCE FOR 0.1 MILE TO A WIRE GATE, TURN LEFT THROUGH
 FO1574'THE GATE AND GO 0.2 MILES ON THE TRACK ROAD TO A DIM TRACK ROAD
 FO1574'ON THE LEFT.  TURN LEFT ON THE DIM TRACK ROAD AND FOLLOW IT
 FO1574'FOR 3.3 MILES TO A VERY DIM FORK AND THE END OF TRUCK
 FO1574'TRAVEL FOR A TWO-WHEEL DRIVE.  THE STATION IS ABOUT 0.4
 FO1574'MILES SOUTHWEST OF THIS POINT.  A FOUR-WHEEL DRIVE
 FO1574'VEHICLE CAN BE DRIVEN TO THE STATION.
 FO1574'
 FO1574'OBSERVATIONS WERE MADE FROM A 37-FOOT TOWER.
 FO1574
 FO1574                          STATION RECOVERY (1972)
 FO1574
 FO1574'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (MGJ)
 FO1574'THE STATION MARK, REFERENCE MARKS 3 AND 4, AND THE AZIMUTH
 FO1574'MARK WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.  A REVISED
 FO1574'DESCRIPTION FOLLOWS--
 FO1574'
 FO1574'TO REACH FROM THE TORREON BOARDING SCHOOL (B.I.A.) WHICH IS
 FO1574'ABOUT 21 MILES SOUTHWEST OF CUBA, NEW MEXICO ON ROUTE 197, GO
 FO1574'WEST ON MACADAM ROAD FOR 1.3 MILES TO THE TORREON TRADING POST.
 FO1574'CONTINUE FOR 4.0 MILES TO THE END OF PAVEMENT.  CONTINUE 0.7
 FO1574'MILES TO A FORK AND SIGN TINIAN BAPTIST MISSION.  BEAR LEFT
 FO1574'FOLLOWING THE MAIN ROAD (ROUTE 197) FOR 1.9 MILES TO A TRACK
 FO1574'ROAD LEFT AT THE CREST OF A RIDGE.  TURN LEFT ON THE TRACK ROAD
 FO1574'AND FOLLOW CREST OF THE MESA FOR 0.5 MILE TO A CATTLE
 FO1574'GUARD.  CONTINUE THROUGH CATTLE GUARD ALONG THE RIDGE OF THE
 FO1574'MESA FOR 4.5 MILES TO A ROAD FORK.  TAKE THE RIGHT FORK
 FO1574'AND CONTINUE 0.1 MILE TO A GATE, (KEY REQUIRED).  PASS THROUGH
 FO1574'GATE AND CONTINUE NORTH FOR 0.2 MILE TO A GATE AND ROAD
 FO1574'TO THE WEST, (KEY REQURIED).  PROCEED THROUGH GATE AND GO
 FO1574'WEST FOR 2.3 MILES TO A ROCK OUTCROPPING.  HERE TRAIL
 FO1574'DISAPPEARS BUT CONTINUE IN A SOUTHWEST DIRECTION 0.2 MILE
 FO1574'TO THE STATION SITE.  A FOUR WHEEL DRIVE VEHICLE CAN BE
 FO1574'DRIVEN TO THE STAITON.
 FO1574'
 FO1574'PERMISSION TO ENTER WAS GRANTED BY DANNY CHARLIE (786-5319)
 FO1574'BRANCH OF LAND OPERATIONS.  P.O. BOX 328, CROWN POINT, NEW MEXICO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH5816 ***********************************************************************
 DH5816  CORS        -  This is a GPS Continuously Operating Reference Station.
 DH5816  DESIGNATION -  CHACOCNHP_NM2005 CORS ARP
 DH5816  CORS_ID     -  P028
 DH5816  PID         -  DH5816
 DH5816  STATE/COUNTY-  NM/SAN JUAN
 DH5816  USGS QUAD   -  PUEBLO BONITO (1966)
 DH5816
 DH5816                         *CURRENT SURVEY CONTROL
 DH5816  ___________________________________________________________________
 DH5816* NAD 83(CORS)-  36 01 54.04836(N)    107 54 30.22740(W)     ADJUSTED  
 DH5816* NAVD 88     -                                                        
 DH5816  ___________________________________________________________________
 DH5816  EPOCH DATE  -        2002.00
 DH5816  X           -  -1,588,369.653 (meters)                     COMP
 DH5816  Y           -  -4,915,224.204 (meters)                     COMP
 DH5816  Z           -   3,732,172.610 (meters)                     COMP
 DH5816  ELLIP HEIGHT-        1934.01  (meters)          (09/??/05) GPS OBS
 DH5816  GEOID HEIGHT-         -20.94  (meters)                     GEOID03
 DH5816
 DH5816  HORZ ORDER  -  SPECIAL (CORS)
 DH5816  ELLP ORDER  -  SPECIAL (CORS)
 DH5816
 DH5816.ITRF positions are available for this station.
 DH5816.The coordinates were established by GPS observations
 DH5816.and adjusted by the National Geodetic Survey in September 2005..
 DH5816.The coordinates are valid at the epoch date displayed above.
 DH5816.The epoch date for horizontal control is a decimal equivalence
 DH5816.of Year/Month/Day.
 DH5816
 DH5816
 DH5816.The PID for the CORS L1 Phase Center is DH5817.
 DH5816
 DH5816.The XYZ, and position/ellipsoidal ht. are equivalent.
 DH5816
 DH5816.The ellipsoidal height was determined by GPS observations
 DH5816.and is referenced to NAD 83.
 DH5816
 DH5816.The geoid height was determined by GEOID03.
 DH5816
 DH5816;                    North         East     Units Scale Factor Converg.
 DH5816;SPC NM W     -   558,039.648   823,235.299   MT  0.99991723   -0 02 39.0
 DH5816;SPC NM W     - 1,830,835.08  2,700,897.81   sFT  0.99991723   -0 02 39.0
 DH5816
 DH5816!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5816!SPC NM W     -   0.99969655  x   0.99991723  =   0.99961381
 DH5816
 DH5816                          SUPERSEDED SURVEY CONTROL
 DH5816
 DH5816.No superseded survey control is available for this station.
 DH5816
 DH5816_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBV3794391377(NAD 83)
 DH5816_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DH5816
 DH5816                          STATION DESCRIPTION
 DH5816
 DH5816'DESCRIBED BY NATIONAL GEODETIC SURVEY 2005
 DH5816'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DH5816'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DH5816'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DH5816'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DH5816'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH5817 ***********************************************************************
 DH5817  CORS        -  This is a GPS Continuously Operating Reference Station.
 DH5817  DESIGNATION -  CHACOCNHP_NM2005 CORS L1 PHASE CENTER
 DH5817  CORS_ID     -  P028
 DH5817  PID         -  DH5817
 DH5817  STATE/COUNTY-  NM/SAN JUAN
 DH5817  USGS QUAD   -  PUEBLO BONITO (1966)
 DH5817
 DH5817                         *CURRENT SURVEY CONTROL
 DH5817  ___________________________________________________________________
 DH5817* NAD 83(CORS)-  36 01 54.04840(N)    107 54 30.22738(W)     ADJUSTED  
 DH5817* NAVD 88     -                                                        
 DH5817  ___________________________________________________________________
 DH5817  EPOCH DATE  -        2002.00
 DH5817  X           -  -1,588,369.679 (meters)                     COMP
 DH5817  Y           -  -4,915,224.288 (meters)                     COMP
 DH5817  Z           -   3,732,172.675 (meters)                     COMP
 DH5817  ELLIP HEIGHT-        1934.12  (meters)          (09/??/05) GPS OBS
 DH5817  GEOID HEIGHT-         -20.94  (meters)                     GEOID03
 DH5817
 DH5817  HORZ ORDER  -  SPECIAL (CORS)
 DH5817  ELLP ORDER  -  SPECIAL (CORS)
 DH5817
 DH5817.ITRF positions are available for this station.
 DH5817.The coordinates were established by GPS observations
 DH5817.and adjusted by the National Geodetic Survey in September 2005..
 DH5817.The coordinates are valid at the epoch date displayed above.
 DH5817.The epoch date for horizontal control is a decimal equivalence
 DH5817.of Year/Month/Day.
 DH5817
 DH5817
 DH5817.The PID for the CORS ARP is DH5816.
 DH5817
 DH5817.The XYZ, and position/ellipsoidal ht. are equivalent.
 DH5817
 DH5817.The ellipsoidal height was determined by GPS observations
 DH5817.and is referenced to NAD 83.
 DH5817
 DH5817.The geoid height was determined by GEOID03.
 DH5817
 DH5817;                    North         East     Units Scale Factor Converg.
 DH5817;SPC NM W     -   558,039.649   823,235.300   MT  0.99991723   -0 02 39.0
 DH5817;SPC NM W     - 1,830,835.08  2,700,897.81   sFT  0.99991723   -0 02 39.0
 DH5817
 DH5817!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5817!SPC NM W     -   0.99969653  x   0.99991723  =   0.99961379
 DH5817
 DH5817                          SUPERSEDED SURVEY CONTROL
 DH5817
 DH5817.No superseded survey control is available for this station.
 DH5817
 DH5817_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBV3794391377(NAD 83)
 DH5817_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DH5817
 DH5817                          STATION DESCRIPTION
 DH5817
 DH5817'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DH5817'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DH5817'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DH5817'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DH5817'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DH5817'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH5818 ***********************************************************************
 DH5818  DESIGNATION -  CHACOCNHP_NM2005 GRP
 DH5818  PID         -  DH5818
 DH5818  STATE/COUNTY-  NM/SAN JUAN
 DH5818  USGS QUAD   -  PUEBLO BONITO (1966)
 DH5818
 DH5818                         *CURRENT SURVEY CONTROL
 DH5818  ___________________________________________________________________
 DH5818* NAD 83(CORS)-  36 01 54.04836(N)    107 54 30.22740(W)     ADJUSTED  
 DH5818* NAVD 88     -                                                        
 DH5818  ___________________________________________________________________
 DH5818  EPOCH DATE  -        2002.00
 DH5818  X           -  -1,588,369.650 (meters)                     COMP
 DH5818  Y           -  -4,915,224.196 (meters)                     COMP
 DH5818  Z           -   3,732,172.604 (meters)                     COMP
 DH5818  LAPLACE CORR-           1.38  (seconds)                    DEFLEC99
 DH5818  ELLIP HEIGHT-        1934.00  (meters)          (09/??/05) GPS OBS
 DH5818  GEOID HEIGHT-         -20.94  (meters)                     GEOID03
 DH5818
 DH5818  HORZ ORDER  -  A
 DH5818  ELLP ORDER  -  FOURTH    CLASS I
 DH5818
 DH5818.ITRF positions are available for this station.
 DH5818.The horizontal coordinates were established by GPS observations
 DH5818.and adjusted by the National Geodetic Survey in September 2005..
 DH5818.The horizontal coordinates are valid at the epoch date displayed above.
 DH5818.The epoch date for horizontal control is a decimal equivalence
 DH5818.of Year/Month/Day.
 DH5818
 DH5818
 DH5818.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5818
 DH5818.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5818
 DH5818.The ellipsoidal height was determined by GPS observations
 DH5818.and is referenced to NAD 83.
 DH5818
 DH5818.The geoid height was determined by GEOID03.
 DH5818
 DH5818;                    North         East     Units Scale Factor Converg.
 DH5818;SPC NM W     -   558,039.648   823,235.299   MT  0.99991723   -0 02 39.0
 DH5818;SPC NM W     - 1,830,835.08  2,700,897.81   sFT  0.99991723   -0 02 39.0
 DH5818;UTM  13      - 3,991,376.627   237,943.067   MT  1.00044627   -1 42 42.4
 DH5818
 DH5818!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5818!SPC NM W     -   0.99969655  x   0.99991723  =   0.99961381
 DH5818!UTM  13      -   0.99969655  x   1.00044627  =   1.00014269
 DH5818
 DH5818                          SUPERSEDED SURVEY CONTROL
 DH5818
 DH5818.No superseded survey control is available for this station.
 DH5818
 DH5818_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBV3794391377(NAD 83)
 DH5818_STAMPING: UNKNOWN
 DH5818'THIS MONUMENT IS ASSOCIATED WITH CORS SITE 'P028'
 DH5818'LATEST INFORMATION INCLUDING POSITIONS AND VELOCITIES
 DH5818'ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DH5818'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DH5818'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DH5818'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
 DH5818'
 DH5818' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0704 ***********************************************************************
 DT0704  DESIGNATION -  CHAD
 DT0704  PID         -  DT0704
 DT0704  STATE/COUNTY-  NM/CATRON
 DT0704  USGS QUAD   -  SQUIRREL SPRINGS CANYON (1965)
 DT0704
 DT0704                         *CURRENT SURVEY CONTROL
 DT0704  ___________________________________________________________________
 DT0704* NAD 83(1992)-  33 50 08.01874(N)    108 37 10.55012(W)     ADJUSTED  
 DT0704* NAVD 88     -      2056.9    (meters)    6748.     (feet)  VERTCON   
 DT0704  ___________________________________________________________________
 DT0704  LAPLACE CORR-           1.86  (seconds)                    DEFLEC99
 DT0704  GEOID HEIGHT-         -22.30  (meters)                     GEOID03
 DT0704
 DT0704  HORZ ORDER  -  THIRD
 DT0704
 DT0704.The horizontal coordinates were established by classical geodetic methods
 DT0704.and adjusted by the National Geodetic Survey in December 1993..
 DT0704
 DT0704.The NAVD 88 height was computed by applying the VERTCON shift value to
 DT0704.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DT0704
 DT0704.The Laplace correction was computed from DEFLEC99 derived deflections.
 DT0704
 DT0704.The geoid height was determined by GEOID03.
 DT0704
 DT0704;                    North         East     Units Scale Factor Converg.
 DT0704;SPC NM W     -   314,699.209   757,226.696   MT  0.99998193   -0 26 16.2
 DT0704;SPC NM W     - 1,032,475.65  2,484,334.59   sFT  0.99998193   -0 26 16.2
 DT0704;UTM  12      - 3,746,472.204   720,271.978   MT  1.00019818   +1 19 33.5
 DT0704
 DT0704!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DT0704!SPC NM W     -   0.99968069  x   0.99998193  =   0.99966263
 DT0704!UTM  12      -   0.99968069  x   1.00019818  =   0.99987881
 DT0704
 DT0704|---------------------------------------------------------------------|
 DT0704| PID    Reference Object                     Distance      Geod. Az  |
 DT0704|                                                           dddmmss.s |
 DT0704| CD1768 CHAD RM 1                             7.715 METERS 04342     |
 DT0704| DT0614 CHAD AZ MK                                         2353911.5 |
 DT0704| CD1769 CHAD RM 2                            10.525 METERS 30154     |
 DT0704|---------------------------------------------------------------------|
 DT0704
 DT0704                          SUPERSEDED SURVEY CONTROL
 DT0704
 DT0704  NAD 83(1992)-  33 50 08.01904(N)    108 37 10.55106(W) AD(       ) 3
 DT0704  NAD 83(1986)-  33 50 08.01914(N)    108 37 10.55324(W) AD(       ) 3
 DT0704  NAD 27      -  33 50 07.83170(N)    108 37 08.33127(W) AD(       ) 3
 DT0704  NGVD 29 (07/19/86) 2056.0    (m)         6745.     (f) VERT ANG       
 DT0704
 DT0704.Superseded values are not recommended for survey control.
 DT0704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0704.See file dsdata.txt to determine how the superseded data were derived.
 DT0704
 DT0704_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYC2027246472(NAD 83)
 DT0704_MARKER: DS = TRIANGULATION STATION DISK
 DT0704_SETTING: 66 = SET IN ROCK OUTCROP
 DT0704
 DT0704  HISTORY     - Date     Condition        Report By
 DT0704  HISTORY     - 1966     MONUMENTED       CGS
 DT0704  HISTORY     - 1968     GOOD             USE
 DT0704
 DT0704                          STATION DESCRIPTION
 DT0704
 DT0704'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (JWC)
 DT0704'THE STATION IS ABOUT 0.25 MILE EAST OF THE STORE AND SERVICE
 DT0704'STATION IN APACHE CREEK, 0.1 MILE NORTH OF STATE HIGHWAY 12
 DT0704'AND ABOUT 400 FEET HIGHER, ON A MESA THAT HAS A RIM OF ROCK
 DT0704'AROUND ITS EDGE NEAR THE TOP.
 DT0704'
 DT0704'TO REACH THE STATION FROM THE STORE AND SERVICE STATION IN
 DT0704'APACHE CREEK GO EAST AND NORTHEAST ON HIGHWAY 12 FOR 1.6 MILES
 DT0704'TO A GATE ON THE LEFT JUST BEFORE REACHING A SMALL BRIDGE.
 DT0704'TURN LEFT, PASS THROUGH GATE, THEN BEAR RIGHT ALONG LEFT
 DT0704'SIDE OF FENCE, EASTERLY, ON MAIN TRACK ROAD UP STEEP HILL FOR
 DT0704'0.2 MILE.  THENCE SOUTHWESTERLY FOR 1.1 MILES TO A POND ON THE
 DT0704'RIGHT.  CONTINUE SOUTHERLY FOR 1.6 MILES TO 3 TELEVISION
 DT0704'ANTENNAS AND SHEDS.  TURN LEFT, SOUTHERLY, DOWN THE MESA,
 DT0704'AND PICK WAY ACROSS COUNTRY FOR 1.0 MILE TO THE SOUTH EDGE
 DT0704'OF THE MESA AND THE STATION.
 DT0704'
 DT0704'THE STATION MARK IS A STANDARD DISK, STAMPED CHAD 1966,
 DT0704'CEMENTED IN A 3 X 3 FOOT ROCK OUTCROP THAT PROJECTS 3 INCHES.
 DT0704'IT IS 8.9 FEET WEST OF A WITNESS POST AND 8.7 FEET NORTHWEST
 DT0704'OF THE SOUTH EDGE OF THE MESA.
 DT0704'
 DT0704'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CHAD NO 1 1966,
 DT0704'CEMENTED IN A DRILL HOLE IN A 1 X 2 FOOT ROCK OUTCROP THAT
 DT0704'PROJECTS 8 INCHES.  IT IS 19.5 FEET NORTHEAST OF A WITNESS
 DT0704'POST, 13 FEET NORTHWEST OF THE SOUTH EDGE OF THE MESA AND
 DT0704'ABOUT THE SAME ELEVATION AS THE STATION.
 DT0704'
 DT0704'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED CHAD NO 2 1966,
 DT0704'CEMENTED IN A DRILL HOLE IN A 1 X 1 FOOT ROCK OUT CROP THAT
 DT0704'PROJECTS 8 INCHES.  IT IS 43 FEET NORTHWEST OF THE SOUTH EDGE
 DT0704'OF THE MESA, 42 FEET NORTHWEST OF THE WITNESS POST AND ABOUT
 DT0704'2 FEET HIGHER IN ELEVATION THAN THE STATION.
 DT0704'
 DT0704'AZIMUTH MARK IS A STANDARD DISK, STAMPED CHAD 1966, CEMENTED
 DT0704'IN A DRILL HOLE IN THE SOUTH END OF THE EAST ABUTMENT OF A
 DT0704'CONCRETE BRIDGE.  IT IS 8.4 FEET EAST OF THE CENTERLINE OF
 DT0704'A GRAVELED ROAD AND 1 FOOT NORTH OF THE SOUTH END OF THE
 DT0704'ABUTMENT.
 DT0704'
 DT0704'TO REACH THE AZIMUTH MARK FROM THE STORE AND SERVICE STATION
 DT0704'IN APACHE CREEK GO WEST ON STATE HIGHWAY 12 FOR 0.25 MILE
 DT0704'TO A CROSSROAD AND SIGN COX CANYON ROAD-JOHN KERR L.O. 15-COLLINS
 DT0704'PARK 23.  TURN LEFT AND GO EASTERLY FOR 0.1 MILE TO THE MARK.
 DT0704
 DT0704                          STATION RECOVERY (1968)
 DT0704
 DT0704'RECOVERY NOTE BY US ENGINEERS 1968
 DT0704'ALL MARKS FOUND IN EXCELLENT CONDITION AS DESCRIBED IN 1966.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0614 ***********************************************************************
 DT0614  DESIGNATION -  CHAD AZ MK
 DT0614  PID         -  DT0614
 DT0614  STATE/COUNTY-  NM/CATRON
 DT0614  USGS QUAD   -  CRUZVILLE (1965)
 DT0614
 DT0614                         *CURRENT SURVEY CONTROL
 DT0614  ___________________________________________________________________
 DT0614* NAD 83(1986)-  33 49 51.     (N)    108 37 38.     (W)     SCALED    
 DT0614* NAVD 88     -      1951.742  (meters)    6403.34   (feet)  ADJUSTED  
 DT0614  ___________________________________________________________________
 DT0614  GEOID HEIGHT-         -22.32  (meters)                     GEOID03
 DT0614  DYNAMIC HT  -        1948.712 (meters)    6393.40  (feet)  COMP
 DT0614  MODELED GRAV-     979,015.1   (mgal)                       NAVD 88
 DT0614
 DT0614  VERT ORDER  -  FIRST     CLASS II
 DT0614
 DT0614.The horizontal coordinates were scaled from a topographic map and have
 DT0614.an estimated accuracy of +/- 6 seconds.
 DT0614
 DT0614.The orthometric height was determined by differential leveling
 DT0614.and adjusted by the National Geodetic Survey in June 1991..
 DT0614
 DT0614.The geoid height was determined by GEOID03.
 DT0614
 DT0614.The dynamic height is computed by dividing the NAVD 88
 DT0614.geopotential number by the normal gravity value computed on the
 DT0614.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0614.degrees latitude (g = 980.6199 gals.).
 DT0614
 DT0614.The modeled gravity was interpolated from observed gravity values.
 DT0614
 DT0614;                    North         East    Units  Estimated Accuracy
 DT0614;SPC NM W     -   314,180.      756,520.      MT  (+/- 180 meters Scaled)
 DT0614
 DT0614                          SUPERSEDED SURVEY CONTROL
 DT0614
 DT0614.No superseded survey control is available for this station.
 DT0614
 DT0614_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYC195459(NAD 83)
 DT0614_MARKER: DZ = AZIMUTH MARK DISK
 DT0614_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DT0614_SP_SET: BRIDGE ABUTMENT
 DT0614_STAMPING: CHAD 1966
 DT0614_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DT0614+STABILITY: POSITION/ELEVATION WELL
 DT0614
 DT0614  HISTORY     - Date     Condition        Report By
 DT0614  HISTORY     - 1966     MONUMENTED       CGS
 DT0614  HISTORY     - 1980     GOOD             NGS
 DT0614
 DT0614                          STATION DESCRIPTION
 DT0614
 DT0614'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 DT0614'11.8 KM SW FROM ARAGON.
 DT0614'11.6 KM (7.15 MI) SOUTHWEST ALONG STATE HIGHWAY 12 FROM
 DT0614'THE POST OFFICE IN ARAGON, THENCE 0.2 KM (0.1 MI) SOUTH
 DT0614'ALONG A GRAVEL ROAD, 0.6 KM (0.35 MI) SOUTHWEST OF THE
 DT0614'APACHE CREEK STORE AND SERVICE STATION IN THE TOP OF THE SOUTH END
 DT0614'OF THE EAST ABUTMENT OF A BRIDGE OVER THE TULAROSA RIVER SETTING ON
 DT0614'BEDROCK, 2.6 METERS (8.4 FT) EAST OF THE CENTER OF THE ROAD,
 DT0614'AND 0.3 METER (1.0 FT) NORTH OF THE SOUTH END.
 DT0614'THE MARK IS 0.3 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0971 ***********************************************************************
 CW0971  DESIGNATION -  CHALK
 CW0971  PID         -  CW0971
 CW0971  STATE/COUNTY-  NM/EDDY
 CW0971  USGS QUAD   -  RED LAKE (1975)
 CW0971
 CW0971                         *CURRENT SURVEY CONTROL
 CW0971  ___________________________________________________________________
 CW0971* NAD 83(1992)-  32 45 49.44128(N)    104 14 01.99677(W)     ADJUSTED  
 CW0971* NAVD 88     -      1110.     (meters)    3642.     (feet)  SCALED    
 CW0971  ___________________________________________________________________
 CW0971  LAPLACE CORR-           1.18  (seconds)                    DEFLEC99
 CW0971  GEOID HEIGHT-         -23.16  (meters)                     GEOID03
 CW0971
 CW0971  HORZ ORDER  -  THIRD
 CW0971
 CW0971.The horizontal coordinates were established by classical geodetic methods
 CW0971.and adjusted by the National Geodetic Survey in December 1993..
 CW0971
 CW0971.The orthometric height was scaled from a topographic map.
 CW0971
 CW0971.The Laplace correction was computed from DEFLEC99 derived deflections.
 CW0971
 CW0971.The geoid height was determined by GEOID03.
 CW0971
 CW0971;                    North         East     Units Scale Factor Converg.
 CW0971;SPC NM E     -   195,557.825   174,317.332   MT  0.99991016   +0 03 13.7
 CW0971;SPC NM E     -   641,592.63    571,906.11   sFT  0.99991016   +0 03 13.7
 CW0971;UTM  13      - 3,625,354.570   571,758.021   MT  0.99966349   +0 24 52.6
 CW0971
 CW0971!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CW0971!SPC NM E     -   0.99982931  x   0.99991016  =   0.99973949
 CW0971!UTM  13      -   0.99982931  x   0.99966349  =   0.99949286
 CW0971
 CW0971                          SUPERSEDED SURVEY CONTROL
 CW0971
 CW0971  NAD 83(1986)-  32 45 49.44674(N)    104 14 01.98755(W) AD(       ) 3
 CW0971
 CW0971.Superseded values are not recommended for survey control.
 CW0971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0971.See file dsdata.txt to determine how the superseded data were derived.
 CW0971
 CW0971_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES7175825355(NAD 83)
 CW0971_MARKER: DS = TRIANGULATION STATION DISK
 CW0971_SETTING: 0 = UNSPECIFIED SETTING
 CW0971_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CW0971
 CW0971  HISTORY     - Date     Condition        Report By
 CW0971  HISTORY     - 1948     MONUMENTED       USGS
 CW0971
 CW0971                          STATION DESCRIPTION
 CW0971
 CW0971'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 CW0971'LOCATED ABOUT 9 MI. E. AND 5 MI. S. OF ARTESIA, AND ABOUT 3 MI. S. OF
 CW0971'STATE HIGHWAY 83, IN SEC. 12, T 18 S, R 27 E, ON EDGE OF CHALK BLUFF
 CW0971'AT N. END OF MCMILLAN ESCARPMENT, STATION IS ON HIGHEST POINT OF BLUFF
 CW0971'ABOUT 450 FT. S. OF PROMINENT ANGLE POINT IN GRADED RD. WHERE RD.
 CW0971'BREAKS OVER BLUFF.
 CW0971'
 CW0971'TO REACH FROM JUNCTION OF U.S. HIGHWAY 285 AND STATE HIGHWAY 83 IN
 CW0971'ARTESIA, GO E. ON STATE HIGHWAY 83 10 MI. TO JUNCTION WITH GRADED RD.
 CW0971'SE.  TURN SE. THROUGH CATTLEGUARD AND FOLLOW MAIN RD. 2.5 MI. TO
 CW0971'JUNCTION WITH RD. W., TURN W. AND FOLLOW MAIN RD. 0.1 MI. TO JUNCTION
 CW0971'WITH RD. SW., TURN SW. AND FOLLOW MAIN RD. 1.2 MI. TO POINT WHERE RD.
 CW0971'BREAKS OVER BLUFF, LEAVE RD. AND GO S. 0.1 MI. TO HIGHEST POINT AND
 CW0971'STATION.
 CW0971'
 CW0971'STATION MARK--STANDARD TABLET STAMPED---CHALK 1948---, CEMENTED IN
 CW0971'TOP OF STEEL REINFORCED CONCRETE PRACTICE BOMB SET 3.5 FT. IN GROUND
 CW0971'ON BEDROCK.
 CW0971'
 CW0971'REFERENCE MARK NO. 1--1/4 IN. STEEL REINFORCING ROD DRIVEN 3 FT. IN
 CW0971'GROUND, 18.86 FT. FROM STATION MARK.
 CW0971'
 CW0971'REFERENCE MARK NO. 2--1/4 IN. STEEL REINFORCING ROD DRIVEN 3.5 FT. IN
 CW0971'GROUND, 40.34 FT. FROM STATION MARK.
 CW0971'
 CW0971'B.L.M. TIES--1/4 COR. SEC. 1-12, T 18 S, R 27 E, 2025.75 FT. FROM
 CW0971'STATION. 1/4 COR. SEC. 11-12,
 CW0971'T 18 S, R 27 E, 2183.30 FT. FROM STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0501 ***********************************************************************
 GN0501  DESIGNATION -  CHAMA 2
 GN0501  PID         -  GN0501
 GN0501  STATE/COUNTY-  NM/RIO ARRIBA
 GN0501  USGS QUAD   -  CHAMA (1983)
 GN0501
 GN0501                         *CURRENT SURVEY CONTROL
 GN0501  ___________________________________________________________________
 GN0501* NAD 83(1992)-  36 53 58.22702(N)    106 36 06.28352(W)     ADJUSTED  
 GN0501* NAVD 88     -      2634.8    (meters)    8644.     (feet)  VERTCON   
 GN0501  ___________________________________________________________________
 GN0501  LAPLACE CORR-           7.95  (seconds)                    DEFLEC99
 GN0501  GEOID HEIGHT-         -17.00  (meters)                     GEOID03
 GN0501
 GN0501  HORZ ORDER  -  THIRD
 GN0501
 GN0501.The horizontal coordinates were established by classical geodetic methods
 GN0501.and adjusted by the National Geodetic Survey in December 1993..
 GN0501
 GN0501.The NAVD 88 height was computed by applying the VERTCON shift value to
 GN0501.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GN0501
 GN0501.The Laplace correction was computed from DEFLEC99 derived deflections.
 GN0501
 GN0501.The geoid height was determined by GEOID03.
 GN0501
 GN0501;                    North         East     Units Scale Factor Converg.
 GN0501;SPC NM C     -   654,376.661   468,652.476   MT  0.99991210   -0 12 40.3
 GN0501;SPC NM C     - 2,146,900.76  1,537,570.67   sFT  0.99991210   -0 12 40.3
 GN0501;UTM  13      - 4,084,922.375   357,290.421   MT  0.99985090   -0 57 42.7
 GN0501
 GN0501!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GN0501!SPC NM C     -   0.99958934  x   0.99991210  =   0.99950148
 GN0501!UTM  13      -   0.99958934  x   0.99985090  =   0.99944030
 GN0501
 GN0501:                Primary Azimuth Mark                     Grid Az
 GN0501:SPC NM C     -  SJC SLIDE ABAN                           076 43 47.3
 GN0501:UTM  13      -  SJC SLIDE ABAN                           077 28 49.7
 GN0501
 GN0501|---------------------------------------------------------------------|
 GN0501| PID    Reference Object                     Distance      Geod. Az  |
 GN0501|                                                           dddmmss.s |
 GN0501| GN0435 SJC SLIDE ABAN                      APPROX.10.9 KM 0763107.0 |
 GN0501|---------------------------------------------------------------------|
 GN0501
 GN0501                          SUPERSEDED SURVEY CONTROL
 GN0501
 GN0501  NAD 83(1992)-  36 53 58.22735(N)    106 36 06.28718(W) AD(       ) 3
 GN0501  NAD 83(1986)-  36 53 58.22772(N)    106 36 06.28930(W) AD(       ) 3
 GN0501  NAD 27      -  36 53 58.18352(N)    106 36 04.16437(W) AD(       ) 3
 GN0501  NGVD 29 (07/19/86) 2633.4    (m)         8640.     (f) VERT ANG       
 GN0501
 GN0501.Superseded values are not recommended for survey control.
 GN0501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0501.See file dsdata.txt to determine how the superseded data were derived.
 GN0501
 GN0501_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCA5729084922(NAD 83)
 GN0501_MARKER: DS = TRIANGULATION STATION DISK
 GN0501_SETTING: 80 = SET IN A BOULDER
 GN0501_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GN0501+STABILITY: SURFACE MOTION
 GN0501
 GN0501  HISTORY     - Date     Condition        Report By
 GN0501  HISTORY     - 1953     MONUMENTED       USGS
 GN0501
 GN0501                          STATION DESCRIPTION
 GN0501
 GN0501'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 GN0501'THE STATION IS LOCATED ON THE E. END OF A MESA, 1.0 MI. W. OF CHAMA,
 GN0501'THE MESA IS LOCALLY KNOWN AS RABBIT PEAK.
 GN0501'
 GN0501'TO REACH THE STATION FROM THE POST OFFICE IN CHAMA, GO 2-1/2 BLOCKS
 GN0501'N., THENCE 2 BLOCKS W., THENCE 1 BLOCK N.  TURN LEFT FOR 0.3 MI. TO
 GN0501'SARGENTS RANCH HOUSE (GET PERMISSION HERE TO ENTER PROPERTY),
 GN0501'CONTINUE ON THROUGH GATE AT N. SIDE OF BARN AND TAKE DIM LEFT FORK
 GN0501'FOR 0.1 MI. TO CREEK, CROSS CREEK, TURN LEFT ALONG BANK, AND FOLLOW
 GN0501'DIM RD. FOR 0.2 MI. TO GATE, CONTINUE ON FOR 0.2 MI.  HERE LEAVE RD.
 GN0501'TO LEFT AND DRIVE SW. FOR 0.1 MI. TO GATE, PASS THROUGH GATE AND
 GN0501'FOLLOW FENCE SW. FOR 0.8 MI. TO TOP OF SADDLE AND END OF TRUCK
 GN0501'TRAVEL.  PACK E. FOR APPROXIMATELY 20 MINUTES TO E. END OF MESA AND
 GN0501'STATION SITE.
 GN0501'
 GN0501'STATION MARK--STANDARD TABLET, CEMENTED IN A BOULDER, STAMPED
 GN0501'---CHAMA 2 1953---.
 GN0501'
 GN0501'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS1274 ***********************************************************************
 DS1274  DESIGNATION -  CHAMISE RESET
 DS1274  PID         -  DS1274
 DS1274  STATE/COUNTY-  NM/SOCORRO
 DS1274  USGS QUAD   -  GREENS BABER WELL (1981)
 DS1274
 DS1274                         *CURRENT SURVEY CONTROL
 DS1274  ___________________________________________________________________
 DS1274* NAD 83(1992)-  33 39 19.76928(N)    106 35 29.82112(W)     ADJUSTED  
 DS1274* NAVD 88     -      1433.05   (+/-2cm)    4701.6    (feet)  VERTCON   
 DS1274  ___________________________________________________________________
 DS1274  LAPLACE CORR-           2.18  (seconds)                    DEFLEC99
 DS1274  GEOID HEIGHT-         -22.43  (meters)                     GEOID03
 DS1274
 DS1274  HORZ ORDER  -  FIRST
 DS1274  VERT ORDER  -  THIRD ? (See Below)
 DS1274
 DS1274.The horizontal coordinates were established by classical geodetic methods
 DS1274.and adjusted by the National Geodetic Survey in December 1993..
 DS1274
 DS1274.The NAVD 88 height was computed by applying the VERTCON shift value to
 DS1274.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DS1274.The vertical order pertains to the NGVD 29 superseded value.
 DS1274
 DS1274.The Laplace correction was computed from DEFLEC99 derived deflections.
 DS1274
 DS1274.The geoid height was determined by GEOID03.
 DS1274
 DS1274;                    North         East     Units Scale Factor Converg.
 DS1274;SPC NM C     -   294,497.380   468,316.048   MT  0.99991237   -0 11 21.6
 DS1274;SPC NM C     -   966,196.82  1,536,466.90   sFT  0.99991237   -0 11 21.6
 DS1274;UTM  13      - 3,725,094.804   352,419.539   MT  0.99986851   -0 52 56.0
 DS1274
 DS1274!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS1274!SPC NM C     -   0.99977860  x   0.99991237  =   0.99969098
 DS1274!UTM  13      -   0.99977860  x   0.99986851  =   0.99964713
 DS1274
 DS1274|---------------------------------------------------------------------|
 DS1274| PID    Reference Object                     Distance      Geod. Az  |
 DS1274|                                                           dddmmss.s |
 DS1274| CD1771 CHAMISE RM 2                         25.384 METERS 08559     |
 DS1274| DS1269 WESTON                              APPROX. 2.3 KM 1121709.7 |
 DS1274| CD1772 CHAMISE RM 3                         13.849 METERS 18233     |
 DS1274| CD1770 CHAMISE RM 1                         24.976 METERS 35404     |
 DS1274|---------------------------------------------------------------------|
 DS1274
 DS1274                          SUPERSEDED SURVEY CONTROL
 DS1274
 DS1274  NAD 83(1986)-  33 39 19.77642(N)    106 35 29.82364(W) AD(       ) 1
 DS1274  NAD 27      -  33 39 19.52173(N)    106 35 27.77596(W) AD(       ) 1
 DS1274  NGVD 29 (07/19/86) 1432.37   (m)         4699.4    (f) LEVELING    3  
 DS1274
 DS1274.Superseded values are not recommended for survey control.
 DS1274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS1274.See file dsdata.txt to determine how the superseded data were derived.
 DS1274
 DS1274_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT5242025095(NAD 83)
 DS1274_MARKER: DS = TRIANGULATION STATION DISK
 DS1274_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS1274_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DS1274
 DS1274  HISTORY     - Date     Condition        Report By
 DS1274  HISTORY     - 1968     MONUMENTED       DMA
 DS1274
 DS1274                          STATION DESCRIPTION
 DS1274
 DS1274'DESCRIBED BY DEFENSE MAP AGENCY 1968 (JBJ)
 DS1274'THE STATION MARK ESTABLISHED IN 1959 DID NOT MEET WITH COAST AND
 DS1274'GEODETIC SURVEY STANDARDS.  AN UNDERGROUND MARK WAS ESTABLISHED AND
 DS1274'A NEW SURFACE MARK WAS SET, HOLDING THE EXACT POSITION OF THE 1959
 DS1274'SURFACE MARK.  REFERENCE MARK 1 WAS NOT RECOVERED.  REFERENCE MARK
 DS1274'3 WAS SET.  AN INVESTIGATION WAS MADE TO DETERMINE IF A DESCRIPTION
 DS1274'WAS SUBMITTED IN 1959.  THE SEARCH PROVED FRUITLESS.
 DS1274'
 DS1274'THE STATION IS ABOUT 38-1/2 MILES NORTHWEST OF THREE RIVERS, 11
 DS1274'MILES SOUTH-SOUTHEAST OF THE STALLION RANGE CENTER, AND 9 MILES EAST
 DS1274'OF THE WEST RANGE BOUNDARY ON THE WHITE SANDS MISSILE RANGE.
 DS1274'
 DS1274'TO REACH THE STATION FROM THE POST OFFICE AT THREE RIVERS, GO NORTH
 DS1274'ON U. S. HIGHWAY 54 FOR 11.2 MILES TO A GRAVELED SIDE ROAD, ROUTE
 DS1274'12, ON THE LEFT AT OSCURO.  TURN LEFT AND GO WESTERLY ON ROUTE 12
 DS1274'FOR 6.1 MILES TO A LOCKED GATE.  PASS THROUGH THE GATE AND
 DS1274'CONTINUE WESTERLY ON ROUTE 12 FOR 16.9 MILES TO A FORK.  TAKE
 DS1274'THE RIGHT FORK AND GO NORTHWEST FOR 0.1 MILE TO THE JUNCTION OF
 DS1274'ROUTE 7.  CONTINUE NORTHWEST ON ROUTE 7 FOR 11.4 MILES TO A
 DS1274'GRAVELED CROSSROAD, ROUTE 20.  TURN LEFT AND GO WEST-SOUTHWEST ON
 DS1274'ROUTE 20 FOR 2.6 MILES TO A 3 WAY FORK.  TAKE THE RIGHT FORK AND
 DS1274'GO NORTHERLY FOR 0.4 MILE TO A THREE WAY FORK AND A BUILDING
 DS1274'NUMBERED H 4177 ON THE LEFT.  CONTINUE NORTHERLY, TAKING THE CENTER
 DS1274'FORK FOR 0.7 MILE TO THE STATION ON THE LEFT AT A REVERSE FORK.
 DS1274'
 DS1274'THE STATION MARK IS STANDARD DISK, STAMPED CHAMISE WSPG 1959 1968,
 DS1274'SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 DS1274'PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS 27 FEET WEST OF THE
 DS1274'CENTERLINE OF THE ROAD, 11.6 FEET NORTH-NORTHWEST OF THE NORTHEAST
 DS1274'ONE OF 4 CONCRETE PILLARS, AND 6.1 FEET NORTHWEST OF A WITNESS
 DS1274'POST.  THE UNDERGROUND MARK IS 40 INCHES BELOW THE GROUND
 DS1274'SURFACE.
 DS1274'
 DS1274'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED CHAMISE NO 2 1964, SET
 DS1274'IN THE TOP OF A 10-INCH SQUARE CONCRETE POST, THAT PROJECTS 1 INCH
 DS1274'ABOVE THE GROUND.  IT IS 56.5 FEET EAST OF THE CENTERLINE OF THE
 DS1274'ROAD, 1.8 FEET WEST OF A WITNESS POST AND ABOUT THE SAME ELEVATION
 DS1274'AS THE STATION.
 DS1274'
 DS1274'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED CHAMISE WSPG NO 3 1959
 DS1274'1968, SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN
 DS1274'DIAMETER, THAT PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS 29 FEET
 DS1274'WEST OF THE APPROXIMATE CENTER OF A Y-JUNCTION, 24.4 FEET SOUTH OF
 DS1274'THE SOUTHEAST ONE OF 4 CONCRETE PILLARS AND ABOUT THE SAME
 DS1274'ELEVATION AS THE STATION.
 DS1274'
 DS1274'TRIANGULATION STATION WESTON WILL SERVE AS THE AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0445 ***********************************************************************
 GN0445  DESIGNATION -  CHAMITA
 GN0445  PID         -  GN0445
 GN0445  STATE/COUNTY-  NM/RIO ARRIBA
 GN0445  USGS QUAD   -  CHILI (1977)
 GN0445
 GN0445                         *CURRENT SURVEY CONTROL
 GN0445  ___________________________________________________________________
 GN0445* NAD 83(1992)-  36 05 45.09770(N)    106 08 15.58948(W)     ADJUSTED  
 GN0445* NAVD 88     -      1745.29   (+/-2cm)    5726.0    (feet)  VERTCON   
 GN0445  ___________________________________________________________________
 GN0445  LAPLACE CORR-           0.17  (seconds)                    DEFLEC99
 GN0445  GEOID HEIGHT-         -19.09  (meters)                     GEOID03
 GN0445
 GN0445  HORZ ORDER  -  THIRD
 GN0445  VERT ORDER  -  THIRD ? (See Below)
 GN0445
 GN0445.The horizontal coordinates were established by classical geodetic methods
 GN0445.and adjusted by the National Geodetic Survey in December 1993..
 GN0445
 GN0445.The NAVD 88 height was computed by applying the VERTCON shift value to
 GN0445.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GN0445.The vertical order pertains to the NGVD 29 superseded value.
 GN0445
 GN0445.The Laplace correction was computed from DEFLEC99 derived deflections.
 GN0445
 GN0445.The geoid height was determined by GEOID03.
 GN0445
 GN0445;                    North         East     Units Scale Factor Converg.
 GN0445;SPC NM C     -   565,154.336   510,115.369   MT  0.99990126   +0 03 58.3
 GN0445;SPC NM C     - 1,854,177.18  1,673,603.51   sFT  0.99990126   +0 03 58.3
 GN0445;UTM  13      - 3,995,179.920   397,587.229   MT  0.99972923   -0 40 13.1
 GN0445
 GN0445!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GN0445!SPC NM C     -   0.99972915  x   0.99990126  =   0.99963044
 GN0445!UTM  13      -   0.99972915  x   0.99972923  =   0.99945845
 GN0445
 GN0445|---------------------------------------------------------------------|
 GN0445| PID    Reference Object                     Distance      Geod. Az  |
 GN0445|                                                           dddmmss.s |
 GN0445| GN0179 N 73                                 56.704 METERS 15055     |
 GN0445| CD3230 CHAMITA RM 1                          7.242 METERS 18507     |
 GN0445| CD3231 CHAMITA RM 2                          4.798 METERS 28523     |
 GN0445| CD3229 CHAMITA AZ MK                                      3284320.5 |
 GN0445|---------------------------------------------------------------------|
 GN0445
 GN0445                          SUPERSEDED SURVEY CONTROL
 GN0445
 GN0445  NAD 83(1986)-  36 05 45.10035(N)    106 08 15.59347(W) AD(       ) 3
 GN0445  NAD 27      -  36 05 45.01200(N)    106 08 13.51390(W) AD(       ) 3
 GN0445  NGVD 29 (07/19/86) 1744.26   (m)         5722.6    (f) LEVELING    3  
 GN0445
 GN0445.Superseded values are not recommended for survey control.
 GN0445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0445.See file dsdata.txt to determine how the superseded data were derived.
 GN0445
 GN0445_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV9758795180(NAD 83)
 GN0445_MARKER: DS = TRIANGULATION STATION DISK
 GN0445_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GN0445
 GN0445  HISTORY     - Date     Condition        Report By
 GN0445  HISTORY     - 1954     MONUMENTED       CGS
 GN0445
 GN0445                          STATION DESCRIPTION
 GN0445
 GN0445'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (WRH)
 GN0445'THE STATION IS LOCATED ALONG THE SOUTHWEST SIDE OF U.S. HIGHWAY
 GN0445'84 ON HIGHWAY RIGHT-OF-WAY PROPERTY.  IT IS ABOUT 13 MILES
 GN0445'AIRLINE SOUTH-SOUTHEAST OF ABIQUIU AND 8 MILES AIRLINE
 GN0445'NORTH-NORTHWEST OF ESPANOLA.
 GN0445'
 GN0445'TO REACH FROM THE U.S. POST OFFICE IN ESPANOLA, GO NORTHERLY
 GN0445'ON U.S. HIGHWAY 84 FOR 6.5 MILES TO THE JUNCTION OF U.S. HIGHWAYS
 GN0445'84 AND 285.  CONTINUE ON U.S. HIGHWAY 84 FOR 1.7 MILES TO THE
 GN0445'STATION ON THE LEFT, JUST BEYOND A LARGE CONCRETE CULVERT.
 GN0445'
 GN0445'THE STATION MARK IS A STANDARD DISK STAMPED CHAMITA 1954,
 GN0445'SET IN THE TOP OF A 10-INCH-SQUARE CONCRETE MONUMENT THAT
 GN0445'PROJECTS 3 INCHES.  IT IS 36.2 FEET SOUTHWEST OF THE CENTER
 GN0445'LINE OF THE HIGHWAY, 13.2 FEET NORTHEAST OF A FENCE LINE, 9.3
 GN0445'FEET EAST-NORTHEAST OF A WITNESS POST, AND 165 FEET NORTHWEST
 GN0445'OF A CONCRETE CULVERT.
 GN0445'
 GN0445'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED CHAMITA
 GN0445'NO 1 1954, SET IN THE TOP OF A 10-INCH-SQUARE CONCRETE MONUMENT
 GN0445'THAT PROJECTS 3 INCHES.  IT IS 2 FEET NORTHEAST OF THE FENCE
 GN0445'LINE AND ABOUT 8 INCHES HIGHER THAN THE STATION.
 GN0445'
 GN0445'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED CHAMITA
 GN0445'NO 2 1954, SET IN THE TOP OF A 10-INCH-SQUARE CONCRETE MONUMENT
 GN0445'THAT PROJECTS 3 INCHES.  IT IS 1 FOOT NORTHEAST OF THE FENCE
 GN0445'LINE AND ABOUT 6 INCHES HIGHER THAN THE STATION.
 GN0445'
 GN0445'BM N 73 IS A STANDARD USC AND GS BENCH MARK DISK STAMPED N
 GN0445'73 1934, CEMENTED IN A DRILL HOLE IN THE SOUTHEAST END OF
 GN0445'THE CONCRETE CULVERT.  IT IS 18 FEET SOUTHWEST OF THE CENTER
 GN0445'LINE OF THE HIGHWAY AND ABOUT 5 FEET HIGHER THAN THE STATION.
 GN0445'
 GN0445'THE AZIMUTH MARK IS LOCATED ON THE WEST END OF A HIGH CUT
 GN0445'BANK AT A POINT WHERE THE HIGHWAY CURVES TO THE WEST.  THE MARK
 GN0445'IS A STANDARD DISK STAMPED CHAMITA 1954, CEMENTED IN A DRILL
 GN0445'HOLE IN BEDROCK FLUSH WITH THE GROUND.  IT IS 30 FEET NORTH OF
 GN0445'THE CENTER LINE OF THE HIGHWAY AND ABOUT 30 FEET HIGHER THAN
 GN0445'THE HIGHWAY.
 GN0445'
 GN0445'TO REACH FROM THE STATION, GO NORTHWEST ON U.S. HIGHWAY 84 FOR 0.3
 GN0445'MILE TO THE WEST END OF THE CUT BANK AND THE AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0673 ***********************************************************************
 GN0673  DESIGNATION -  CHAMITA
 GN0673  PID         -  GN0673
 GN0673  STATE/COUNTY-  NM/RIO ARRIBA
 GN0673  USGS QUAD   -  SAN JUAN PUEBLO (1977)
 GN0673
 GN0673                         *CURRENT SURVEY CONTROL
 GN0673  ___________________________________________________________________
 GN0673* NAD 83(1992)-  36 05 48.49964(N)    106 07 18.90999(W)     ADJUSTED  
 GN0673* NAVD 88     -      2024.8    (meters)    6643.     (feet)  VERTCON   
 GN0673  ___________________________________________________________________
 GN0673  LAPLACE CORR-           1.15  (seconds)                    DEFLEC99
 GN0673  GEOID HEIGHT-         -19.09  (meters)                     GEOID03
 GN0673
 GN0673  HORZ ORDER  -  THIRD
 GN0673
 GN0673.The horizontal coordinates were established by classical geodetic methods
 GN0673.and adjusted by the National Geodetic Survey in December 1993..
 GN0673
 GN0673.The NAVD 88 height was computed by applying the VERTCON shift value to
 GN0673.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GN0673
 GN0673.The Laplace correction was computed from DEFLEC99 derived deflections.
 GN0673
 GN0673.The geoid height was determined by GEOID03.
 GN0673
 GN0673;                    North         East     Units Scale Factor Converg.
 GN0673;SPC NM C     -   565,260.934   511,532.935   MT  0.99990164   +0 04 31.7
 GN0673;SPC NM C     - 1,854,526.91  1,678,254.30   sFT  0.99990164   +0 04 31.7
 GN0673;UTM  13      - 3,995,268.272   399,005.800   MT  0.99972568   -0 39 39.7
 GN0673
 GN0673!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GN0673!SPC NM C     -   0.99968531  x   0.99990164  =   0.99958698
 GN0673!UTM  13      -   0.99968531  x   0.99972568  =   0.99941108
 GN0673
 GN0673:                Primary Azimuth Mark                     Grid Az
 GN0673:SPC NM C     -  JOSE                                     162 22 12.1
 GN0673:UTM  13      -  JOSE                                     163 06 23.5
 GN0673
 GN0673|---------------------------------------------------------------------|
 GN0673| PID    Reference Object                     Distance      Geod. Az  |
 GN0673|                                                           dddmmss.s |
 GN0673| GN0441 JOSE                                APPROX. 7.1 KM 1622643.8 |
 GN0673|---------------------------------------------------------------------|
 GN0673
 GN0673                          SUPERSEDED SURVEY CONTROL
 GN0673
 GN0673  NAD 83(1986)-  36 05 48.50296(N)    106 07 18.91394(W) AD(       ) 3
 GN0673  NGVD 29 (09/14/90) 2023.7    (m)         6639.     (f) VERT ANG       
 GN0673
 GN0673.Superseded values are not recommended for survey control.
 GN0673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0673.See file dsdata.txt to determine how the superseded data were derived.
 GN0673
 GN0673_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV9900695268(NAD 83)
 GN0673_MARKER: DS = TRIANGULATION STATION DISK
 GN0673_SETTING: 0 = UNSPECIFIED SETTING
 GN0673_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GN0673
 GN0673  HISTORY     - Date     Condition        Report By
 GN0673  HISTORY     - 1949     MONUMENTED       USGS
 GN0673
 GN0673                          STATION DESCRIPTION
 GN0673
 GN0673'DESCRIBED BY US GEOLOGICAL SURVEY 1949
 GN0673'STATION LOCATED ON TOP AT SW. END OF BLACK MESA, ABOUT 8 MI. (AIRLINE)
 GN0673'NW. OF ESPANOLA AND 1 MI. E. OF CHAMA RIVER.
 GN0673'
 GN0673'TO REACH FROM ESPANOLA POST OFFICE GO N. ON U.S. HIGHWAY 84 AND 285
 GN0673'FOR 6.3 MI. TO JUNCTION, TURN RIGHT ON HIGHWAY 285 AND GO E. 1.1 MI.
 GN0673'TO JUNCTION, TURN LEFT AND GO 0.1 MI. TO TRACK RD. IN DRAIN, CONTINUE
 GN0673'ON TRACK RD. IN NORTHERLY DIRECTION 2.3 MI. TO TOP OF MESA, TURN LEFT
 GN0673'AND GO SW. 1.5 MI. TO END OF MESA AND STATION.
 GN0673'
 GN0673'FOUND IN 1952 AS DESCRIBED BY USGS IN 1949.
 GN0673'
 GN0673'STATION MARK--STANDARD TABLET SET IN ROCK OUTCROP,
 GN0673'STAMPED---CHAMITA 1949---.
 GN0673'
 GN0673'REFERENCE MARK NO. 1--STANDARD REFERENCE TABLET SET IN ROCK OUTCROP,
 GN0673'61.7 FT. FROM STATION MARK,
 GN0673'STAMPED---CHAMITA NO. 1 1949---.
 GN0673'
 GN0673'REFERENCE MARK NO. 2--STANDARD REFERENCE TABLET SET IN ROCK OUTCROP,
 GN0673'26.8 FT. FROM STATION MARK,
 GN0673'STAMPED---CHAMITA NO. 2 1949---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0455 ***********************************************************************
 GM0455  DESIGNATION -  CHAMIZAL
 GM0455  PID         -  GM0455
 GM0455  STATE/COUNTY-  NM/TAOS
 GM0455  USGS QUAD   -  PENASCO (1995)
 GM0455
 GM0455                         *CURRENT SURVEY CONTROL
 GM0455  ___________________________________________________________________
 GM0455* NAD 83(1986)-  36 09 18.     (N)    105 44 26.     (W)     SCALED    
 GM0455* NAVD 88     -      2365.827  (meters)    7761.88   (feet)  ADJUSTED  
 GM0455  ___________________________________________________________________
 GM0455  GEOID HEIGHT-         -17.42  (meters)                     GEOID03
 GM0455  DYNAMIC HT  -        2362.533 (meters)    7751.08  (feet)  COMP
 GM0455  MODELED GRAV-     979,154.3   (mgal)                       NAVD 88
 GM0455
 GM0455  VERT ORDER  -  SECOND    CLASS 0
 GM0455
 GM0455.The horizontal coordinates were scaled from a topographic map and have
 GM0455.an estimated accuracy of +/- 6 seconds.
 GM0455
 GM0455.The orthometric height was determined by differential leveling
 GM0455.and adjusted by the National Geodetic Survey in June 1991..
 GM0455
 GM0455.The geoid height was determined by GEOID03.
 GM0455
 GM0455.The dynamic height is computed by dividing the NAVD 88
 GM0455.geopotential number by the normal gravity value computed on the
 GM0455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GM0455.degrees latitude (g = 980.6199 gals.).
 GM0455
 GM0455.The modeled gravity was interpolated from observed gravity values.
 GM0455
 GM0455;                    North         East    Units  Estimated Accuracy
 GM0455;SPC NM C     -   571,830.      545,840.      MT  (+/- 180 meters Scaled)
 GM0455
 GM0455                          SUPERSEDED SURVEY CONTROL
 GM0455
 GM0455  NGVD 29 (??/??/92) 2364.716  (m)         7758.24   (f) ADJ UNCH    2 0
 GM0455
 GM0455.Superseded values are not recommended for survey control.
 GM0455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0455.See file dsdata.txt to determine how the superseded data were derived.
 GM0455
 GM0455_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDA333013(NAD 83)
 GM0455_MARKER: DD = SURVEY DISK
 GM0455_SETTING: 66 = SET IN ROCK OUTCROP
 GM0455_SP_SET: OUTCROP
 GM0455_STAMPING: CHAMIZAL
 GM0455_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GM0455+STABILITY: POSITION/ELEVATION WELL
 GM0455
 GM0455  HISTORY     - Date     Condition        Report By
 GM0455  HISTORY     - UNK      MONUMENTED       USFS
 GM0455  HISTORY     - 1940     GOOD             NGS
 GM0455  HISTORY     - 1964     MARK NOT FOUND   USGS
 GM0455
 GM0455                          STATION DESCRIPTION
 GM0455
 GM0455'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 GM0455'0.7 MI S FROM CHAMIZAL.
 GM0455'TO REACH FROM CHAMIZAL, PROCEED SOUTHWARD ALONG ROAD TOWARDS LAS
 GM0455'TRAMPAS, GO 0.7 MILE.  BENCH MARK IS 0.1 MILE NORTH OF CREST OF A HILL
 GM0455'AT A STEEP BREAK TO THE NORTH.  30 FEET WEST OF CENTER LINE OF THE
 GM0455'ROAD.  ON TOP OF ROCK OUTCROP.  SET FLUSH AND HORIZONTALLY.
 GM0455
 GM0455                          STATION RECOVERY (1964)
 GM0455
 GM0455'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 GM0455'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0994 ***********************************************************************
 DR0994  DESIGNATION -  CHAMP
 DR0994  PID         -  DR0994
 DR0994  STATE/COUNTY-  NM/LINCOLN
 DR0994  USGS QUAD   -  ANGUS (1982)
 DR0994
 DR0994                         *CURRENT SURVEY CONTROL
 DR0994  ___________________________________________________________________
 DR0994* NAD 83(1992)-  33 29 16.90981(N)    105 37 32.32202(W)     ADJUSTED  
 DR0994* NAVD 88     -      2248.6    (meters)    7377.     (feet)  VERTCON   
 DR0994  ___________________________________________________________________
 DR0994  LAPLACE CORR-          -1.70  (seconds)                    DEFLEC99
 DR0994  GEOID HEIGHT-         -19.58  (meters)                     GEOID03
 DR0994
 DR0994  HORZ ORDER  -  THIRD
 DR0994
 DR0994.The horizontal coordinates were established by classical geodetic methods
 DR0994.and adjusted by the National Geodetic Survey in December 1993..
 DR0994
 DR0994.The NAVD 88 height was computed by applying the VERTCON shift value to
 DR0994.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DR0994
 DR0994.The Laplace correction was computed from DEFLEC99 derived deflections.
 DR0994
 DR0994.The geoid height was determined by GEOID03.
 DR0994
 DR0994;                    North         East     Units Scale Factor Converg.
 DR0994;SPC NM C     -   276,047.439   558,019.288   MT  0.99994149   +0 20 40.2
 DR0994;SPC NM C     -   905,665.64  1,830,768.28   sFT  0.99994149   +0 20 40.2
 DR0994;UTM  13      - 3,705,567.271   441,878.277   MT  0.99964165   -0 20 42.8
 DR0994
 DR0994!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR0994!SPC NM C     -   0.99965019  x   0.99994149  =   0.99959170
 DR0994!UTM  13      -   0.99965019  x   0.99964165  =   0.99929196
 DR0994
 DR0994:                Primary Azimuth Mark                     Grid Az
 DR0994:SPC NM C     -  GALT                                     350 46 38.9
 DR0994:UTM  13      -  GALT                                     351 28 01.9
 DR0994
 DR0994|---------------------------------------------------------------------|
 DR0994| PID    Reference Object                     Distance      Geod. Az  |
 DR0994|                                                           dddmmss.s |
 DR0994| DR1025 GALT                                APPROX. 7.0 KM 3510719.1 |
 DR0994|---------------------------------------------------------------------|
 DR0994
 DR0994                          SUPERSEDED SURVEY CONTROL
 DR0994
 DR0994  NAD 83(1986)-  33 29 16.91647(N)    105 37 32.32371(W) AD(       ) 3
 DR0994  NAD 27      -  33 29 16.63030(N)    105 37 30.38666(W) AD(       ) 3
 DR0994  NGVD 29 (07/19/86) 2247.8    (m)         7375.     (f) VERT ANG       
 DR0994
 DR0994.Superseded values are not recommended for survey control.
 DR0994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0994.See file dsdata.txt to determine how the superseded data were derived.
 DR0994
 DR0994_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDT4187805567(NAD 83)
 DR0994
 DR0994  HISTORY     - Date     Condition        Report By
 DR0994  HISTORY     - 1933     MONUMENTED       USGS
 DR0994  HISTORY     - 1973     GOOD             USGS
 DR0994
 DR0994                          STATION DESCRIPTION
 DR0994
 DR0994'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 DR0994'ON TOP OF LONE ROUND HILL, ABOUT 5 MI. SW. OF CAPITAN, AND ABOUT 1
 DR0994'MI. S. OF STONE HOUSE OF CHAMP FERGUSON.
 DR0994'
 DR0994'STATION IS BEST REACHED VIA CAPITAN-RUIDOSO ROAD TO CHAMP FERGUSONS
 DR0994'RANCH, THENCE S. ABOUT 1 MI.
 DR0994'
 DR0994'STATION MARK--STANDARD TABLET, CEMENTED IN ROCK IN PLACE, AND
 DR0994'STAMPED ---D 1933 CHAMP---.
 DR0994'
 DR0994'REFERENCE MARK--STANDARD REFERENCE TABLET, CEMENTED IN ROCK IN PLACE,
 DR0994'33.70 FT. FROM STATION, N 01 DEG 51 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0741 ***********************************************************************
 FN0741  DESIGNATION -  CHAMPA
 FN0741  PID         -  FN0741
 FN0741  STATE/COUNTY-  NM/SANTA FE
 FN0741  USGS QUAD   -  SANTA FE (1993)
 FN0741
 FN0741                         *CURRENT SURVEY CONTROL
 FN0741  ___________________________________________________________________
 FN0741* NAD 83(1992)-  35 41 09.78769(N)    105 59 51.38357(W)     ADJUSTED  
 FN0741* NAVD 88     -      2088.1    (meters)    6851.     (feet)  VERTCON   
 FN0741  ___________________________________________________________________
 FN0741  LAPLACE CORR-           9.86  (seconds)                    DEFLEC99
 FN0741  GEOID HEIGHT-         -18.78  (meters)                     GEOID03
 FN0741
 FN0741  HORZ ORDER  -  THIRD
 FN0741
 FN0741.The horizontal coordinates were established by classical geodetic methods
 FN0741.and adjusted by the National Geodetic Survey in December 1993..
 FN0741
 FN0741.The NAVD 88 height was computed by applying the VERTCON shift value to
 FN0741.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FN0741
 FN0741.The Laplace correction was computed from DEFLEC99 derived deflections.
 FN0741
 FN0741.The geoid height was determined by GEOID03.
 FN0741
 FN0741;                    North         East     Units Scale Factor Converg.
 FN0741;SPC NM C     -   519,711.296   522,844.318   MT  0.99990643   +0 08 50.0
 FN0741;SPC NM C     - 1,705,086.14  1,715,365.07   sFT  0.99990643   +0 08 50.0
 FN0741;UTM  13      - 3,949,586.409   409,731.608   MT  0.99970041   -0 34 55.2
 FN0741
 FN0741!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FN0741!SPC NM C     -   0.99967532  x   0.99990643  =   0.99958178
 FN0741!UTM  13      -   0.99967532  x   0.99970041  =   0.99937583
 FN0741
 FN0741                          SUPERSEDED SURVEY CONTROL
 FN0741
 FN0741  NAD 83(1986)-  35 41 09.79099(N)    105 59 51.38866(W) AD(       ) 3
 FN0741  NGVD 29 (09/14/90) 2087.0    (m)         6847.     (f) VERT ANG       
 FN0741
 FN0741.Superseded values are not recommended for survey control.
 FN0741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0741.See file dsdata.txt to determine how the superseded data were derived.
 FN0741
 FN0741_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV0973249586(NAD 83)
 FN0741_MARKER: DS = TRIANGULATION STATION DISK
 FN0741_SETTING: 0 = UNSPECIFIED SETTING
 FN0741_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FN0741
 FN0741  HISTORY     - Date     Condition        Report By
 FN0741  HISTORY     - 1951     MONUMENTED       USGS
 FN0741
 FN0741                          STATION DESCRIPTION
 FN0741
 FN0741'DESCRIBED BY US GEOLOGICAL SURVEY 1951
 FN0741'STATION IS LOCATED ABOUT 3 MI. DUE W. OF CENTER OF SANTA FE, ON LOW
 FN0741'RIDGE SLOPING IN A SW. DIRECTION, IN SEC. 21, R 9 E, T 17 N.
 FN0741'
 FN0741'TO REACH FROM THE PLAZA IN SANTA FE, PROCEED SW. ALONG THE AGUA FRIA
 FN0741'RD. 1.5 MI. TO T-RD. RIGHT TO NURSERY, THENCE RIGHT 0.3 MI. TO GRAVEL
 FN0741'RD., THENCE LEFT ALONG GRAVEL RD. 1.6 MI. TO TRACK RD. ON THE RIGHT AT
 FN0741'S. END OF BRIDGE, THENCE RIGHT 0.3 MI. TO TOP OF RIDGE AND FORKS,
 FN0741'THENCE RIGHT NORTHERLY 0.1 MI. TO FORKS, THENCE RIGHT, NORTHERLY, 0.1
 FN0741'MI. TO FORKS, THENCE LEFT NORTHWESTERLY 0.5 MI., CROSSING SANDY DRAIN,
 FN0741'TO TOP OF RIDGE, STATION LIES 14 FT. E. OF TRACK RD. AND 80 FT. SE.
 FN0741'OF A FORK.
 FN0741'
 FN0741'STATION MARK--STANDARD TABLET SET IN TOP OF A 7 BY 7 IN. CONCRETE POST
 FN0741'PROJECTING 4 IN. ABOVE GROUND AND STAMPED---SF-CHAMPA 6847---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1828 ***********************************************************************
 CX1828  DESIGNATION -  CHAPPEL
 CX1828  PID         -  CX1828
 CX1828  STATE/COUNTY-  NM/DONA ANA
 CX1828  USGS QUAD   -  MOUNT ADEN (1985)
 CX1828
 CX1828                         *CURRENT SURVEY CONTROL
 CX1828  ___________________________________________________________________
 CX1828* NAD 83(1992)-  32 09 46.73528(N)    107 09 59.82240(W)     ADJUSTED  
 CX1828* NAVD 88     -      1480.3    (meters)    4857.     (feet)  VERTCON   
 CX1828  ___________________________________________________________________
 CX1828  LAPLACE CORR-           1.29  (seconds)                    DEFLEC99
 CX1828  GEOID HEIGHT-         -24.14  (meters)                     GEOID03
 CX1828
 CX1828  HORZ ORDER  -  FIRST
 CX1828
 CX1828.The horizontal coordinates were established by classical geodetic methods
 CX1828.and adjusted by the National Geodetic Survey in December 1993..
 CX1828
 CX1828.The NAVD 88 height was computed by applying the VERTCON shift value to
 CX1828.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CX1828
 CX1828.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1828
 CX1828.The geoid height was determined by GEOID03.
 CX1828
 CX1828;                    North         East     Units Scale Factor Converg.
 CX1828;SPC NM C     -   129,306.152   413,546.547   MT  0.99999214   -0 29 16.7
 CX1828;SPC NM C     -   424,231.93  1,356,777.30   sFT  0.99999214   -0 29 16.7
 CX1828;SPC NM W     -   129,134.923   892,883.772   MT  0.99996542   +0 21 17.7
 CX1828;SPC NM W     -   423,670.16  2,929,402.84   sFT  0.99996542   +0 21 17.7
 CX1828;UTM  13      - 3,560,558.188   295,692.989   MT  1.00011479   -1 09 13.5
 CX1828
 CX1828!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1828!SPC NM C     -   0.99977141  x   0.99999214  =   0.99976355
 CX1828!SPC NM W     -   0.99977141  x   0.99996542  =   0.99973684
 CX1828!UTM  13      -   0.99977141  x   1.00011479  =   0.99988618
 CX1828
 CX1828|---------------------------------------------------------------------|
 CX1828| PID    Reference Object                     Distance      Geod. Az  |
 CX1828|                                                           dddmmss.s |
 CX1828| CC7124 CHAPPEL RM 1                          5.070 METERS 02707     |
 CX1828| CC7125 CHAPPEL RM 2                          1.881 METERS 13415     |
 CX1828| CC7123 CHAPPEL AZ MK                                      3533321.5 |
 CX1828|---------------------------------------------------------------------|
 CX1828
 CX1828                          SUPERSEDED SURVEY CONTROL
 CX1828
 CX1828  NAD 83(1986)-  32 09 46.73873(N)    107 09 59.82123(W) AD(       ) 1
 CX1828  NAD 27      -  32 09 46.40378(N)    107 09 57.77102(W) AD(       ) 1
 CX1828  NGVD 29 (07/19/86) 1479.7    (m)         4855.     (f) VERT ANG       
 CX1828
 CX1828.Superseded values are not recommended for survey control.
 CX1828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1828.See file dsdata.txt to determine how the superseded data were derived.
 CX1828
 CX1828_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBR9569360558(NAD 83)
 CX1828_MARKER: DB = BENCH MARK DISK
 CX1828_SETTING: 66 = SET IN ROCK OUTCROP
 CX1828_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 CX1828
 CX1828  HISTORY     - Date     Condition        Report By
 CX1828  HISTORY     - 1945     MONUMENTED       USGS
 CX1828  HISTORY     - 1945     GOOD             NGS
 CX1828
 CX1828                          STATION DESCRIPTION
 CX1828
 CX1828'DESCRIBED BY US GEOLOGICAL SURVEY 1945 (RAM)
 CX1828'STATION IS LOCATED ABOUT 25 MILES, AIRLINE, WSW OF LAS CRUCES,
 CX1828'10-1/2 MILES ESE OF CAMBRAY, AND 3 MILES NW OF ADEN.  IT IS
 CX1828'ON THE HIGHEST POINT OF A CONE-SHAPED PEAK.
 CX1828'
 CX1828'TO REACH THE STATION FROM THE POST OFFICE IN CAMBRAY, GO S
 CX1828'THROUGH THE GATE ON THE GRADED DIRT ROAD FOR 0.05 MILE.  THEN
 CX1828'TURN A SHARP LEFT (E) AT A FORK AND FOLLOW THE ROAD ALONG THE
 CX1828'S SIDE OF THE RAILROAD FOR 8.8 MILES TO MILEPOST 1243 WHICH
 CX1828'IS ON THE S SIDE OF THE RAILROAD.  CONTINUE FOR 0.3 MILE TO
 CX1828'SEMAPHORE 12434.  HERE TURN RIGHT AND GO CROSS COUNTRY TOWARD
 CX1828'THE HIGHEST CONE-SHAPED PEAK FOR 0.2 MILE TO THE PIPE LINE
 CX1828'ROAD.  CONTINUE TOWARD THE PEAK FOR 1.3 MILES.  (AZIMUTH MARK IS
 CX1828'TO THE RIGHT ON THE E END OF A RIDGE.) CONTINUE FOR ABOUT
 CX1828'0.1 MILE TOWARD THE BASE OF THE PEAK.  FROM HERE PACK TO
 CX1828'HIGHEST POINT AND STATION, A PACK OF 1/3 HOUR.
 CX1828'
 CX1828'STATION IS MARKED BY A U.S.G.S. BENCH MARK AND TRIANGULATION
 CX1828'STATION DISK, STAMPED R 1940 CHAPPEL, AND APPARENTLY SET IN A
 CX1828'DRILL HOLE IN BEDROCK.
 CX1828'
 CX1828'REFERENCE MARK 1 IS NNE OF THE STATION AND ABOUT 1-1/2 FEET
 CX1828'LOWER.  IT IS MARKED BY A BRONZE U.S. GEOLOGICAL SURVEY
 CX1828'REFERENCE DISK, STAMPED NO 1, AND APPARENTLY SET IN A DRILL
 CX1828'HOLE IN BEDROCK.
 CX1828'
 CX1828'REFERENCE MARK 2 IS SE OF THE STATION AND ABOUT THE SAME
 CX1828'LEVEL.  IT IS MARKED BY A BRONZE U.S. GEOLOGICAL SURVEY REFERENCE
 CX1828'DISK, STAMPED NO 2, AND APPARENTLY SET IN A DRILL HOLE IN BEDROCK.
 CX1828'
 CX1828'AZIMUTH MARK IS LOCATED 3/8 MILE N OF THE STATION, 22 FEET
 CX1828'SSW OF A 3-FOOT ROCK CAIRN, AND 6 FEET SE OF A 1-1/2-FOOT
 CX1828'ROCK CAIRN.  IT IS ON THE E END OF THE RIDGE WHICH IS NNW OF
 CX1828'THE STATION.  IT IS MARKED BY A BRONZE AZIMUTH DISK, STAMPED
 CX1828'CHAPPEL USGS 1945, AND SET IN A DRILL HOLE IN BEDROCK.
 CX1828
 CX1828                          STATION RECOVERY (1945)
 CX1828
 CX1828'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1945
 CX1828'STATION IS LOCATED ON A CONE-SHAPED HILL, HIGHEST IN VICINITY, IN
 CX1828'NE. 1/4 OF SEC. 5, T 25 S, R 3 W, ABOUT 1.5 MI. S. OF CHAPPEL,
 CX1828'A CROSSING ON THE SOUTHERN PACIFIC RAILROAD.
 CX1828'
 CX1828'STATION MARK--STANDARD USGS BRONZE TABLET CEMENTED IN SOLID ROCK,
 CX1828'STAMPED ---CHAPPEL R 1940---.
 CX1828'
 CX1828'REFERENCE MARK NO. 1--STANDARD REFERENCE TABLET CEMENTED IN ROCK IN
 CX1828'PLACE, STAMPED ---NO. 1---.  DISTANT FROM STATION MARK 16.7 FT.,
 CX1828'S 27 DEG 06 MIN W.
 CX1828'
 CX1828'REFERENCE MARK NO. 2--STANDARD REFERENCE TABLET CEMENTED IN ROCK IN
 CX1828'PLACE, STAMPED ---NO. 2---.  DISTANT FROM STATION MARK 6.2 FT.,
 CX1828'N 40 DEG 45 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0534 ***********************************************************************
 EP0534  DESIGNATION -  CHARLOTTE
 EP0534  PID         -  EP0534
 EP0534  STATE/COUNTY-  NM/DE BACA
 EP0534  USGS QUAD   -  CANDY MESA (1982)
 EP0534
 EP0534                         *CURRENT SURVEY CONTROL
 EP0534  ___________________________________________________________________
 EP0534* NAD 83(1992)-  34 35 10.42169(N)    104 04 04.57274(W)     ADJUSTED  
 EP0534* NAVD 88     -      1488.1    (meters)    4882.     (feet)  VERTCON   
 EP0534  ___________________________________________________________________
 EP0534  LAPLACE CORR-           1.45  (seconds)                    DEFLEC99
 EP0534  GEOID HEIGHT-         -23.44  (meters)                     GEOID03
 EP0534
 EP0534  HORZ ORDER  -  FIRST
 EP0534
 EP0534.The horizontal coordinates were established by classical geodetic methods
 EP0534.and adjusted by the National Geodetic Survey in December 1993..
 EP0534
 EP0534.The NAVD 88 height was computed by applying the VERTCON shift value to
 EP0534.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EP0534
 EP0534.The Laplace correction was computed from DEFLEC99 derived deflections.
 EP0534
 EP0534.The geoid height was determined by GEOID03.
 EP0534
 EP0534;                    North         East     Units Scale Factor Converg.
 EP0534;SPC NM E     -   397,711.919   189,346.700   MT  0.99991639   +0 09 02.3
 EP0534;SPC NM E     - 1,304,826.52    621,214.96   sFT  0.99991639   +0 09 02.3
 EP0534;UTM  13      - 3,827,553.603   585,479.574   MT  0.99969006   +0 31 44.8
 EP0534
 EP0534!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EP0534!SPC NM E     -   0.99977015  x   0.99991639  =   0.99968655
 EP0534!UTM  13      -   0.99977015  x   0.99969006  =   0.99946028
 EP0534
 EP0534|---------------------------------------------------------------------|
 EP0534| PID    Reference Object                     Distance      Geod. Az  |
 EP0534|                                                           dddmmss.s |
 EP0534| CJ6868 CHARLOTTE RM 1                       26.535 METERS 15354     |
 EP0534| CJ6869 CHARLOTTE RM 2                       38.713 METERS 25609     |
 EP0534| EP0533 FLAT                                APPROX.16.8 KM 3590757.1 |
 EP0534|---------------------------------------------------------------------|
 EP0534
 EP0534                          SUPERSEDED SURVEY CONTROL
 EP0534
 EP0534  NAD 83(1986)-  34 35 10.42894(N)    104 04 04.56779(W) AD(       ) 1
 EP0534  NAD 27      -  34 35 10.20000(N)    104 04 02.67700(W) AD(       ) 1
 EP0534  NGVD 29 (07/19/86) 1487.4    (m)         4880.     (f) VERT ANG       
 EP0534
 EP0534.Superseded values are not recommended for survey control.
 EP0534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EP0534.See file dsdata.txt to determine how the superseded data were derived.
 EP0534
 EP0534_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEU8548027554(NAD 83)
 EP0534_MARKER: DS = TRIANGULATION STATION DISK
 EP0534_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EP0534_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EP0534+SATELLITE: SATELLITE OBSERVATIONS - December 19, 2003
 EP0534
 EP0534  HISTORY     - Date     Condition        Report By
 EP0534  HISTORY     - 1922     MONUMENTED       CGS
 EP0534  HISTORY     - 1944     GOOD             CGS
 EP0534  HISTORY     - 1963     GOOD             CGS
 EP0534  HISTORY     - 1968     GOOD             USGS
 EP0534  HISTORY     - 1970     GOOD             USGS
 EP0534  HISTORY     - 20031219 GOOD             INDIV
 EP0534
 EP0534                          STATION DESCRIPTION
 EP0534
 EP0534'DESCRIBED BY COAST AND GEODETIC SURVEY 1922 (CMD)
 EP0534'ON A MESA, 12 MILES NORTH-NORTHWEST OF TAIBAN, 3-3/4 MILES
 EP0534'WEST OF THE CHARLOTTE POST OFFICE, 1 MILE NORTHWEST FROM THE
 EP0534'RANCH HOUSE OF J.L. WOODWARD, 140 METERS (459 FEET) EAST FROM
 EP0534'THE WESTERN EXTREMITY OF THE POINT, AND 30 METERS (98 FEET)
 EP0534'SOUTH OF THE NORTH FACE OF THE BLUFF.  STATION AND UNDERGROUND
 EP0534'MARKS ARE STANDARD DISKS SET IN CONCRETE.
 EP0534'REFERENCE MARKS ARE STANDARD DISKS SET IN BEDROCK.
 EP0534'REFERENCE MARK NO. 1 IS 26.55 METERS
 EP0534'(87.1 FEET) FROM STATION, AND NO. 2
 EP0534'IS 38.71 METERS (127.0 FEET) FROM STATION S 76 DEG 08 MIN W.
 EP0534'ELEVATION--1,489.9 METERS (4,888 FEET).
 EP0534
 EP0534                          STATION RECOVERY (1944)
 EP0534
 EP0534'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (SCM)
 EP0534'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.  TO REACH FROM
 EP0534'TAIBAN, PROCEED NORTH TO THE U.S. ARMY AIR FORCES LANDING FIELD.
 EP0534'AT THE SOUTH BOUNDARY OF THE FIELD TURN WEST, CONTINUING WEST
 EP0534'AND NORTH TO THE WESTERN EXTREMITY OF THE POINT AND THE STATION.
 EP0534
 EP0534                          STATION RECOVERY (1963)
 EP0534
 EP0534'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CKP)
 EP0534'STATION RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.  A
 EP0534'NEW DESCRIPTION TO REACH THE STATION FOLLOWS--FROM THE JUNCTION
 EP0534'OF U.S. HIGHWAYS 60 AND 84 AND STATE HIGHWAY 252 AT THE EAST
 EP0534'EDGE OF TAIBAN, GO NORTH ON HIGHWAY 252 FOR 7.5 MILES TO A
 EP0534'FARM HOME ON THE LEFT, CONTINUE NORTH 1.45 MILES TO A WIRE
 EP0534'GATE ON THE LEFT, TURN LEFT, PASS THROUGH THE GATE, TURN RIGHT
 EP0534'AND GO NORTH ALONG THE WEST SIDE OF A FENCE FOR 0.5 MILE TO
 EP0534'A WIRE GATE.  PASS THROUGH THE GATE, TURN LEFT AND GO WEST
 EP0534'ALONG NORTH SIDE OF FENCE FOR 0.45 MILE TO A WIRE GATE, PASS
 EP0534'THROUGH AND CONTINUE WEST ON TRACK ROAD FOR 0.45 MILE TO A
 EP0534'WIRE GATE, PASS THROUGH AND CONTINUE WEST ON TRACK ROAD FOR
 EP0534'1.55 MILES TO A REVERSE Y-JUNCTION ON THE RIGHT.  TURN
 EP0534'SHARP RIGHT AND GO NORTHERLY FOR 0.3 MILE TO THE WEST END OF THE
 EP0534'MESA AND THE STATION.
 EP0534'
 EP0534'ASTRO PARTY 621 VISITED THIS STATION.
 EP0534
 EP0534                          STATION RECOVERY (1968)
 EP0534
 EP0534'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 EP0534'STATION AND REFERENCE MARKS ARE IN GOOD CONDITION.  DESCRIPTION
 EP0534'SHOULD READ--143 FT. E FROM WESTERN EXTREMITY OF THE POINT AND 40
 EP0534'FT. S OF THE NORTH FACE OF THE BLUFF.
 EP0534
 EP0534                          STATION RECOVERY (1970)
 EP0534
 EP0534'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970 (RDS)
 EP0534'RM 1 TO RM 2 DISTANCE BETWEEN REFERENCE MARKS NOT MEASURED DUE
 EP0534'TO INTERVENING CLIFF.
 EP0534'
 EP0534'THE STATION IS LOCATED NORTH 52 DEG EAST ABOUT 13.0 MILES AIRLINE
 EP0534'FROM FORT SUMMER, NEW MEXICO, NORTH 18 DEG WEST, ABOUT 10.5 MILES
 EP0534'AIRLINE FROM TAIBAN, NEW MEXICO, ON WEST END OF RIDGE ON THE
 EP0534'CAP ROCK, NEAR CENTER SECTION 12, T.4N., R.27W.
 EP0534'
 EP0534'TO REACH FROM THE POST OFFICE AT TAIBAN, NEW MEXICO, GO 0.4 MILE EAST
 EP0534'ALONG U.S. HIGHWAY 84 TO JUNCTION STATE HIGHWAY 252 NORTH, PROCEED
 EP0534'WEST, GO WEST 1.0 MILE ALONG DIRT ROAD TO EDGE OF CAPROCK AND WIRE
 EP0534'GATE ON LEFT, TURN LEFT THROUGH GATE AND TAKE RIGHT FORK 0.05 MILE
 EP0534'TO TRAIL FORK.  TAKE LEFT FORK 0.4 MILE SOUTH TO FENCE CORNER SOUTH
 EP0534'AND WEST GO THROUGH GATE AND TURN WEST ALONG SOUTH SIDE OF FENCE
 EP0534'FOR 0.65 MILE TO EDGE OF CAP ROCK, CONTINUE SOUTHWEST 1.25 MILE
 EP0534'FOLLOWING TRAIL ROAD ALONG EDGE OF CAPROCK TO END OF RIDGE AND
 EP0534'STATION.  THE STATION IS 6.6 FEET WEST OF A USC AND GS WITNESS SIGN
 EP0534'MOUNTED ON A METAL POST.
 EP0534'
 EP0534'STATION MARK IS A USC AND GS BRONZE DISK CEMENTED IN ROCK OUTCROPPING
 EP0534'FLUSH WITH GROUND AND IS STAMPED CHARLOTTE 1922.
 EP0534'
 EP0534'REFERENCE MARK NO. 1 IS A USC AND GS BRONZE DISK CEMENTED IN BEDROCK
 EP0534'AND IS STAMPED CHARLOTTE RM 1 1922.
 EP0534'
 EP0534'REFERENCE MARK NO. 2 IS A USC AND GS BRONZE DISK CEMENTED IN BEDROCK
 EP0534'AND IS STAMPED CHARLOTTE RM 2 1922.
 EP0534'
 EP0534'STATION FLAT ET 1970 IS VISIBLE FROM THE GROUND AT THIS STATION AND
 EP0534'WILL SERVE AS THE AZIMUTH MARK.
 EP0534'
 EP0534'ALL OBSERVATIONS MADE FROM A STANDARD TRIPOD.
 EP0534
 EP0534                          STATION RECOVERY (2003)
 EP0534
 EP0534'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (RSH)
 EP0534'RECOVERED AS DESCRIBED WITH THE HELP OF JON JOHNSON. CONTACT FOR
 EP0534'DIGITAL IMAGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1509 ***********************************************************************
 CX1509  DESIGNATION -  CHAS
 CX1509  PID         -  CX1509
 CX1509  STATE/COUNTY-  NM/OTERO
 CX1509  USGS QUAD   -  HEART OF THE SANDS NE (1982)
 CX1509
 CX1509                         *CURRENT SURVEY CONTROL
 CX1509  ___________________________________________________________________
 CX1509* NAD 83(1992)-  32 55 08.85780(N)    106 21 45.35292(W)     ADJUSTED  
 CX1509* NAVD 88     -      1193.20   (+/-2cm)    3914.7    (feet)  VERTCON   
 CX1509  ___________________________________________________________________
 CX1509  LAPLACE CORR-           0.65  (seconds)                    DEFLEC99
 CX1509  GEOID HEIGHT-         -23.32  (meters)                     GEOID03
 CX1509
 CX1509  HORZ ORDER  -  FIRST
 CX1509  VERT ORDER  -  THIRD ? (See Below)
 CX1509
 CX1509.The horizontal coordinates were established by classical geodetic methods
 CX1509.and adjusted by the National Geodetic Survey in December 1993..
 CX1509
 CX1509.The NAVD 88 height was computed by applying the VERTCON shift value to
 CX1509.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CX1509.The vertical order pertains to the NGVD 29 superseded value.
 CX1509
 CX1509.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1509
 CX1509.The geoid height was determined by GEOID03.
 CX1509
 CX1509;                    North         East     Units Scale Factor Converg.
 CX1509;SPC NM C     -   212,788.963   489,468.813   MT  0.99990137   -0 03 40.3
 CX1509;SPC NM C     -   698,125.12  1,605,865.60   sFT  0.99990137   -0 03 40.3
 CX1509;UTM  13      - 3,643,144.866   372,590.814   MT  0.99980016   -0 44 26.2
 CX1509
 CX1509!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1509!SPC NM C     -   0.99981636  x   0.99990137  =   0.99971775
 CX1509!UTM  13      -   0.99981636  x   0.99980016  =   0.99961656
 CX1509
 CX1509:                Primary Azimuth Mark                     Grid Az
 CX1509:SPC NM C     -  CHUCK                                    092 01 31.1
 CX1509:UTM  13      -  CHUCK                                    092 42 17.0
 CX1509
 CX1509|---------------------------------------------------------------------|
 CX1509| PID    Reference Object                     Distance      Geod. Az  |
 CX1509|                                                           dddmmss.s |
 CX1509| CX1508 CHUCK                               APPROX. 1.0 KM 0915750.8 |
 CX1509| CC7126 CHAS RM 1                            18.819 METERS 17919     |
 CX1509| CC7127 CHAS RM 2                            20.387 METERS 27512     |
 CX1509|---------------------------------------------------------------------|
 CX1509
 CX1509                          SUPERSEDED SURVEY CONTROL
 CX1509
 CX1509  NAD 83(1986)-  32 55 08.86453(N)    106 21 45.35495(W) AD(       ) 1
 CX1509  NAD 27      -  32 55 08.56057(N)    106 21 43.36292(W) AD(       ) 1
 CX1509  NGVD 29 (07/19/86) 1192.60   (m)         3912.7    (f) LEVELING    3  
 CX1509
 CX1509.Superseded values are not recommended for survey control.
 CX1509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1509.See file dsdata.txt to determine how the superseded data were derived.
 CX1509
 CX1509_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS7259143145(NAD 83)
 CX1509_MARKER: DS = TRIANGULATION STATION DISK
 CX1509_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX1509_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CX1509
 CX1509  HISTORY     - Date     Condition        Report By
 CX1509  HISTORY     - 1968     MONUMENTED       CGS
 CX1509
 CX1509                          STATION DESCRIPTION
 CX1509
 CX1509'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JBJ)
 CX1509'THE STATION IS ABOUT 23 MILES SOUTHWEST OF TULAROSA, 16 MILES
 CX1509'NORTHWEST OF HOLLOMAN AIR FORCE BASE AND 0.3 MILE NORTH OF ROAD
 CX1509'303.
 CX1509'
 CX1509'TO REACH THE STATION FROM THE SOUTH END OF THE HOLLOMAN AIR FORCE
 CX1509'BASE HIGH SPEED TEST TRACK, GO WEST ON ROAD 303 FOR 9.2 MILES TO A
 CX1509'FORK AND A SMALL WHITE BUILDING ON THE LEFT.  TAKE THE RIGHT FORK AND
 CX1509'GO NORTHWEST AND NORTH ON ROAD 303 FOR 4.5 MILES TO WHERE THE
 CX1509'ROAD TURNS LEFT.  TURN LEFT AND GO SOUTHWEST ON ROAD 303 FOR 0.5
 CX1509'MILE.  AT THIS POINT TURN RIGHT AND GO NORTH, CROSS COUNTRY, FOR
 CX1509'0.3 MILE TO THE STATION.
 CX1509'
 CX1509'THE STATION MARK IS A STANDARD DISK, STAMPED CHAS 1968, SET IN THE
 CX1509'TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT PROJECTS
 CX1509'3 INCHES ABOVE THE GROUND.  IT IS 5.2 FEET WEST OF A WITNESS
 CX1509'POST.  THE UNDERGROUND MARK IS 31 INCHES BELOW THE SURFACE OF THE
 CX1509'GROUND.
 CX1509'
 CX1509'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CHAS NO 1 1968, SET IN
 CX1509'THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 CX1509'PROJECTS 6 INCHES ABOVE THE GROUND.  IT IS 60.7 FEET SOUTH OF THE
 CX1509'WITNESS POST AND ABOUT THE SAME ELEVATION AS THE STATION.
 CX1509'
 CX1509'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED CHAS NO 2 1968, SET IN
 CX1509'THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 CX1509'PROJECTS 5 INCHES ABOVE THE GROUND.  IT IS 72.1 FEET WEST OF THE
 CX1509'WITNESS POST AND ABOUT THE SAME ELEVATION AS THE STATION.
 CX1509'
 CX1509'TRIANGULATION STATION CHUCK WSPG WILL SERVE AS THE AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0756 ***********************************************************************
 GM0756  DESIGNATION -  CHASE
 GM0756  PID         -  GM0756
 GM0756  STATE/COUNTY-  NM/COLFAX
 GM0756  USGS QUAD   -  CIMARRON (1987)
 GM0756
 GM0756                         *CURRENT SURVEY CONTROL
 GM0756  ___________________________________________________________________
 GM0756* NAD 83(1992)-  36 32 22.88946(N)    104 58 12.21426(W)     ADJUSTED  
 GM0756* NAVD 88     -      2407.5    (meters)    7899.     (feet)  VERTCON   
 GM0756  ___________________________________________________________________
 GM0756  LAPLACE CORR-          -8.48  (seconds)                    DEFLEC99
 GM0756  GEOID HEIGHT-         -17.50  (meters)                     GEOID03
 GM0756
 GM0756  HORZ ORDER  -  SECOND
 GM0756
 GM0756.The horizontal coordinates were established by classical geodetic methods
 GM0756.and adjusted by the National Geodetic Survey in December 1993..
 GM0756
 GM0756.The NAVD 88 height was computed by applying the VERTCON shift value to
 GM0756.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GM0756
 GM0756.The Laplace correction was computed from DEFLEC99 derived deflections.
 GM0756
 GM0756.The geoid height was determined by GEOID03.
 GM0756
 GM0756;                    North         East     Units Scale Factor Converg.
 GM0756;SPC NM E     -   614,587.433   107,988.968   MT  0.99994912   -0 22 44.8
 GM0756;SPC NM E     - 2,016,358.94    354,293.81   sFT  0.99994912   -0 22 44.8
 GM0756;UTM  13      - 4,043,811.252   502,679.959   MT  0.99960009   +0 01 04.2
 GM0756
 GM0756!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GM0756!SPC NM E     -   0.99962505  x   0.99994912  =   0.99957419
 GM0756!UTM  13      -   0.99962505  x   0.99960009  =   0.99922529
 GM0756
 GM0756                          SUPERSEDED SURVEY CONTROL
 GM0756
 GM0756  NAD 83(1986)-  36 32 22.89639(N)    104 58 12.21604(W) AD(       ) 2
 GM0756  NAD 27      -  36 32 22.76670(N)    104 58 10.20570(W) AD(       ) 2
 GM0756  NGVD 29 (07/19/86) 2406.5    (m)         7895.     (f) VERT ANG       
 GM0756
 GM0756.Superseded values are not recommended for survey control.
 GM0756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0756.See file dsdata.txt to determine how the superseded data were derived.
 GM0756
 GM0756_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEA0268043811(NAD 83)
 GM0756_MARKER: DB = BENCH MARK DISK
 GM0756_SETTING: 80 = SET IN A BOULDER
 GM0756_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GM0756+STABILITY: SURFACE MOTION
 GM0756
 GM0756  HISTORY     - Date     Condition        Report By
 GM0756  HISTORY     - 1949     MONUMENTED       USGS
 GM0756  HISTORY     - 1961     GOOD             CGS
 GM0756
 GM0756                          STATION DESCRIPTION
 GM0756
 GM0756'DESCRIBED BY US GEOLOGICAL SURVEY 1949
 GM0756'THE STATION IS LOCATED ABOUT 4 MILES AIR LINE NORTHWEST OF
 GM0756'CIMARRON AND ABOUT 3 MILES AIR LINE WEST-SOUTHWEST OF THE
 GM0756'CHASE RANCH BUILDINGS, ON THE EASTERN OF TWO WOODED PEAKS OF
 GM0756'A RIDGE.  IT IS THE HIGHEST PEAK IN THE NEAR VICINITY.
 GM0756'
 GM0756'A U.S. GEOLOGICAL SURVEY BENCH MARK IS THE OTHER REFERENCE
 GM0756'MARK.  IT IS SET FLUSH IN A BOULDER AT ABOUT THE SAME ELEVATION
 GM0756'AS THE STATION MARK.  IT IS UNSTAMPED.
 GM0756'
 GM0756'TO REACH THE STATION FROM CIMARRON, GO NORTHEASTERLY ON U.S.
 GM0756'HIGHWAY 64 FOR 2.0 MILES TO BRIDGE OVER PINOL CREEK.  CONTINUE
 GM0756'ON HIGHWAY 0.15 MILE TO A ROAD LEFT.  TURN LEFT, GO NORTHWESTERLY
 GM0756'2.8 MILES TO CHASE RANCH BUILDINGS ON LEFT.  TURN LEFT GO 0.1
 GM0756'MILE TO A GATE NORTHWEST OF HOUSE, PASS THROUGH GATE, TURN LEFT,
 GM0756'GO SOUTHERLY THROUGH ORCHARD 0.2 MILE TO A CELLAR.  TURN RIGHT,
 GM0756'GO 0.1 MILE TO CREEK.  CROSS CREEK, TURN LEFT, GO 0.2 MILE TO A
 GM0756'GATE.  PASS THROUGH GATE, GO 0.05 MILE TO A GATE.  PASS
 GM0756'THROUGH GATE, GO SOUTHERLY THEN WESTERLY UP DEAN CANYON 0.55
 GM0756'MILE TO AZIMUTH MARK ON LEFT.  CONTINUE UP CANYON 1.65 MILES
 GM0756'TO FORK OF CANYON AND END OF TRUCK TRAVEL.  FROM HERE WALK
 GM0756'UP RIDGE WESTERLY, KEEPING TO THE LEFT OF THE CANYON, TO
 GM0756'THE HIGHEST POINT OF THE PEAK AND STATION.  A 1-HOUR PACK.
 GM0756
 GM0756                          STATION RECOVERY (1961)
 GM0756
 GM0756'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 GM0756'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 64 AND
 GM0756'STATE HIGHWAY 21, IN CIMARRON, GO WEST ON HIGHWAY 64 FOR 0.8
 GM0756'MILE TO A TRACK ROAD AND GATE ON THE RIGHT.  TURN RIGHT, NORTH,
 GM0756'ON THE TRACK ROAD FOR 0.3 MILE TO A DRAINAGE DITCH.  CROSS THE
 GM0756'DRAINAGE DITCH AND CONTINUE NORTHERLY ON THE TRACK ROAD FOR
 GM0756'0.5 MILE TO A GATE.  PASS THROUGH THE GATE AND CONTINUE ON
 GM0756'THE MAIN TRACK ROAD FOR 0.6 MILES TO A DEEP WASH.  CROSS WASH
 GM0756'AND CONTINUE NORTHERLY ON THE TRACK ROAD FOR 0.4 MILE TO A
 GM0756'DEEP WASH.  CROSS THE WASH AND CONTINUE ON THE MAIN TRACK
 GM0756'ROAD FOR 0.9 MILE TO A DEEP WASH.  CROSS THE WASH AND
 GM0756'CONTINUE ON THE MAIN TRACK ROAD FOR 0.3 MILE TO A SMALL
 GM0756'CORRAL ON THE RIGHT.  BEAR LEFT ON THE TRACK ROAD AND GO
 GM0756'WESTERLY UP THE CANYON FOR 0.3 MILE TO THE AZIMUTH MARK
 GM0756'ON THE LEFT.  CONTINUE WESTERLY ON THE MAIN TRACK ROAD FOR
 GM0756'1.1 MILES TO A WINDMILL ON THE RIGHT.  CONTINUE WESTERLY UP
 GM0756'THE CANYON FOR 0.7 MILE TO WHERE THE CANYON BEARS RIGHT
 GM0756'AND BECOMES NARROW AND THE END OF TRUCK TRAVEL.  FROM HERE, PACK
 GM0756'SOUTHWEST, UPHILL, TO THE POINT OF A RIDGE, THEN SOUTHWEST ALONG
 GM0756'THE EAST SIDE OF THE HILL TO A SADDLE, THEN BEAR LEFT TO
 GM0756'THE HIGHEST PART OF THE HILL AND THE STATION.
 GM0756'APPROXIMATELY 1-1/2 HOUR PACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1620 ***********************************************************************
 CX1620  DESIGNATION -  CHAT
 CX1620  PID         -  CX1620
 CX1620  STATE/COUNTY-  NM/OTERO
 CX1620  USGS QUAD   -  WHITE SANDS NE (1955)
 CX1620
 CX1620                         *CURRENT SURVEY CONTROL
 CX1620  ___________________________________________________________________
 CX1620* NAD 83(1992)-  32 25 01.50864(N)    106 20 40.83438(W)     ADJUSTED  
 CX1620* NAVD 88     -      1220.71   (+/-2cm)    4004.9    (feet)  VERTCON   
 CX1620  ___________________________________________________________________
 CX1620  LAPLACE CORR-           1.45  (seconds)                    DEFLEC99
 CX1620  GEOID HEIGHT-         -23.70  (meters)                     GEOID03
 CX1620
 CX1620  HORZ ORDER  -  FIRST
 CX1620  VERT ORDER  -  THIRD ? (See Below)
 CX1620
 CX1620.The horizontal coordinates were established by classical geodetic methods
 CX1620.and adjusted by the National Geodetic Survey in December 1993..
 CX1620
 CX1620.The NAVD 88 height was computed by applying the VERTCON shift value to
 CX1620.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CX1620.The vertical order pertains to the NGVD 29 superseded value.
 CX1620
 CX1620.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1620
 CX1620.The geoid height was determined by GEOID03.
 CX1620
 CX1620;                    North         East     Units Scale Factor Converg.
 CX1620;SPC NM C     -   157,117.174   491,095.370   MT  0.99990098   -0 03 02.7
 CX1620;SPC NM C     -   515,475.26  1,611,202.06   sFT  0.99990098   -0 03 02.7
 CX1620;UTM  13      - 3,587,463.491   373,561.491   MT  0.99979714   -0 43 15.4
 CX1620
 CX1620!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1620!SPC NM C     -   0.99981209  x   0.99990098  =   0.99971309
 CX1620!UTM  13      -   0.99981209  x   0.99979714  =   0.99960927
 CX1620
 CX1620:                Primary Azimuth Mark                     Grid Az
 CX1620:SPC NM C     -  COE                                      072 15 54.4
 CX1620:UTM  13      -  COE                                      072 56 07.1
 CX1620
 CX1620|---------------------------------------------------------------------|
 CX1620| PID    Reference Object                     Distance      Geod. Az  |
 CX1620|                                                           dddmmss.s |
 CX1620| CX1613 COE                                 APPROX. 1.5 KM 0721251.7 |
 CX1620| CC7128 CHAT RM 1                            13.902 METERS 21122     |
 CX1620| CC7129 CHAT RM 2                            18.946 METERS 28504     |
 CX1620|---------------------------------------------------------------------|
 CX1620
 CX1620                          SUPERSEDED SURVEY CONTROL
 CX1620
 CX1620  NAD 83(1986)-  32 25 01.51485(N)    106 20 40.83326(W) AD(       ) 1
 CX1620  NAD 27      -  32 25 01.18086(N)    106 20 38.86526(W) AD(       ) 1
 CX1620  NGVD 29 (07/19/86) 1220.11   (m)         4003.0    (f) LEVELING    3  
 CX1620
 CX1620.Superseded values are not recommended for survey control.
 CX1620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1620.See file dsdata.txt to determine how the superseded data were derived.
 CX1620
 CX1620_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR7356187463(NAD 83)
 CX1620_MARKER: DS = TRIANGULATION STATION DISK
 CX1620_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX1620_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CX1620
 CX1620  HISTORY     - Date     Condition        Report By
 CX1620  HISTORY     - 1967     MONUMENTED       CGS
 CX1620
 CX1620                          STATION DESCRIPTION
 CX1620
 CX1620'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (JBJ)
 CX1620'THE STATION IS ABOUT 8 MILES EAST-NORTHEAST OF THE MISSILE RANGE
 CX1620'HEADQUARTERS AND 1 MILE NORTH OF MISSILE RANGE ROAD NUMBER 2, IN
 CX1620'BRUSH COVERED WASTELAND.
 CX1620'
 CX1620'TO REACH THE STATION FROM THE HEADQUARTERS BUILDING, GO EAST ON ROAD
 CX1620'2 FOR 5.5 MILES TO WHERE THE MAIN ROAD CURVES RIGHT.  TURN RIGHT AND
 CX1620'THEN LEFT AND CONTINUE EASTERLY ON ROAD 2 FOR 0.8 MILE TO A
 CX1620'CROSSROAD.  CONTINUE EASTERLY ON ROAD 2 FOR 1.5 MILES TO A GRADED
 CX1620'ROAD LEFT.  TURN LEFT AND GO NORTH ON GRADED ROAD FOR 1.0 MILE TO A
 CX1620'SIDE ROAD RIGHT.  TURN RIGHT AND GO EAST ON GRADED ROAD FOR 0.5
 CX1620'MILE TO THE STATION ON THE LEFT.
 CX1620'
 CX1620'STATION MARK IS A STANDARD DISK, STAMPED CHAT 1967, SET IN THE TOP OF
 CX1620'A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT PROJECTS 6 INCHES
 CX1620'ABOVE THE GROUND.  IT IS 3.2 FEET NORTH OF A WITNESS POST AND 270
 CX1620'FEET NORTH OF A GRADED ROAD.  THE UNDERGROUND MARK IS 52 INCHES BELOW
 CX1620'THE GROUND SURFACE.
 CX1620'
 CX1620'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CHAT NO 1 1967, SET IN
 CX1620'THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 CX1620'PROJECTS 6 INCHES ABOVE THE GROUND.  IT IS 3.7 FEET NORTH OF A
 CX1620'WITNESS POST AND ABOUT THE SAME ELEVATION AS THE STATION.
 CX1620'
 CX1620'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED CHAT NO 2 1967, SET IN
 CX1620'THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 CX1620'PROJECTS 6 INCHES ABOVE THE GROUND.  IT IS 66.9 FEET NORTHWEST OF
 CX1620'THE WITNESS POST THAT IS NEAR REFERENCE MARK 1, 63.0 FEET
 CX1620'NORTH-NORTHWEST OF THE WITNESS POST THAT IS NEAR THE STATION AND
 CX1620'ABOUT THE SAME ELEVATION AS THE STATION.
 CX1620'
 CX1620'NOTE--TRIANGULATION STATION COE WAS USED AS AN AZIMUTH MARK.
 CX1620'
 CX1620'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0917 ***********************************************************************
 EQ0917  DESIGNATION -  CHAVES
 EQ0917  PID         -  EQ0917
 EQ0917  STATE/COUNTY-  NM/VALENCIA
 EQ0917  USGS QUAD   -  TOME NE (1991)
 EQ0917
 EQ0917                         *CURRENT SURVEY CONTROL
 EQ0917  ___________________________________________________________________
 EQ0917* NAD 83(1992)-  34 41 39.89594(N)    106 32 56.73650(W)     ADJUSTED  
 EQ0917* NAVD 88     -      1669.3    (meters)    5477.     (feet)  VERTCON   
 EQ0917  ___________________________________________________________________
 EQ0917  LAPLACE CORR-          11.97  (seconds)                    DEFLEC99
 EQ0917  GEOID HEIGHT-         -20.93  (meters)                     GEOID03
 EQ0917
 EQ0917  HORZ ORDER  -  FIRST
 EQ0917
 EQ0917.The horizontal coordinates were established by classical geodetic methods
 EQ0917.and adjusted by the National Geodetic Survey in December 1993..
 EQ0917
 EQ0917.The NAVD 88 height was computed by applying the VERTCON shift value to
 EQ0917.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EQ0917
 EQ0917.The Laplace correction was computed from DEFLEC99 derived deflections.
 EQ0917
 EQ0917.The geoid height was determined by GEOID03.
 EQ0917
 EQ0917;                    North         East     Units Scale Factor Converg.
 EQ0917;SPC NM C     -   409,717.455   472,597.883   MT  0.99990925   -0 10 12.9
 EQ0917;SPC NM C     - 1,344,214.68  1,550,514.89   sFT  0.99990925   -0 10 12.9
 EQ0917;SPC NM W     -   410,434.234   947,663.775   MT  1.00008725   +0 43 51.9
 EQ0917;SPC NM W     - 1,346,566.32  3,109,126.90   sFT  1.00008725   +0 43 51.9
 EQ0917;UTM  13      - 3,840,247.693   358,113.012   MT  0.99984814   -0 52 54.8
 EQ0917
 EQ0917!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EQ0917!SPC NM C     -   0.99974132  x   0.99990925  =   0.99965059
 EQ0917!SPC NM W     -   0.99974132  x   1.00008725  =   0.99982855
 EQ0917!UTM  13      -   0.99974132  x   0.99984814  =   0.99958950
 EQ0917
 EQ0917|---------------------------------------------------------------------|
 EQ0917| PID    Reference Object                     Distance      Geod. Az  |
 EQ0917|                                                           dddmmss.s |
 EQ0917| CD1776 CHAVES RM 1                          21.660 METERS 01841     |
 EQ0917| EQ0730 BECKER COAL ELEVATOR                APPROX.22.8 KM 1951736.9 |
 EQ0917| CD1775 CHAVES AZ MK                                       2583322.9 |
 EQ0917| EQ0960 BELEN MUNICIPAL TANK                APPROX.21.0 KM 2593425.9 |
 EQ0917| CD1777 CHAVES RM 2                          15.117 METERS 27810     |
 EQ0917| EQ0826 LOS LUNAS MUNICIPAL TANK            APPROX.21.0 KM 3062328.9 |
 EQ0917| EQ0840 EL PASO PUEBLO AWY BCN 21           APPROX.16.6 KM 3230845.0 |
 EQ0917|---------------------------------------------------------------------|
 EQ0917
 EQ0917                          SUPERSEDED SURVEY CONTROL
 EQ0917
 EQ0917  NAD 83(1986)-  34 41 39.90135(N)    106 32 56.73651(W) AD(       ) 1
 EQ0917  NAD 27      -  34 41 39.68394(N)    106 32 54.65626(W) AD(       ) 1
 EQ0917  NGVD 29 (07/19/86) 1668.5    (m)         5474.     (f) VERT ANG       
 EQ0917
 EQ0917.Superseded values are not recommended for survey control.
 EQ0917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0917.See file dsdata.txt to determine how the superseded data were derived.
 EQ0917
 EQ0917_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU5811340248(NAD 83)
 EQ0917_MARKER: DS = TRIANGULATION STATION DISK
 EQ0917_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EQ0917_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EQ0917_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EQ0917+STABILITY: SURFACE MOTION
 EQ0917
 EQ0917  HISTORY     - Date     Condition        Report By
 EQ0917  HISTORY     - 1946     MONUMENTED       CGS
 EQ0917  HISTORY     - 1968     GOOD             CGS
 EQ0917  HISTORY     - 1968     GOOD             CGS
 EQ0917
 EQ0917                          STATION DESCRIPTION
 EQ0917
 EQ0917'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAE)
 EQ0917'STATION IS LOCATED ABOUT 13 MILES, AIRLINE, ESE OF BELEN AND
 EQ0917'13 MILES SE OF LOS LUNAS.  IT IS ON A LOW RIDGE RUNNING W
 EQ0917'FROM THE MANZANO MOUNTAINS AND OVERLOOKS ALL THE COUNTRY TO
 EQ0917'THE W.
 EQ0917'
 EQ0917'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 85 AND
 EQ0917'STATE HIGHWAY 6 IN BELEN, GO E ON HIGHWAY 6 FOR 2.6 MILES TO
 EQ0917'THE E END OF THE BRIDGE OVER THE RIO GRANDE.  TURN RIGHT ACROSS
 EQ0917'A CATTLE GUARD AND THEN LEFT ONTO A TRACK ROAD LEADING E ALONG THE
 EQ0917'S SIDE OF AN E-W FENCE.  FOLLOW THIS ROAD FOR 8.0 MILES TO
 EQ0917'A HOUSE, CORRAL, TANK, AND WINDMILL.  PASS TO THE S (RIGHT) OF
 EQ0917'THE CORRAL AND THEN TURN LEFT THROUGH A WIRE GATE ABOUT 100
 EQ0917'YARDS E OF THE WINDMILL.  GO NE ON THE TRACK ROAD FOR 1.7
 EQ0917'MILES TO A CROSSROAD.  CONTINUE STRAIGHT AHEAD FOR 0.3 MILE TO
 EQ0917'A FENCE AND GATE.  DO NOT PASS THROUGH THIS GATE, BUT TURN LEFT
 EQ0917'ALONG THE FENCE AND FOLLOW IT TO THE SECOND GATE FOR 0.15 MILE.
 EQ0917'(THE SECOND GATE IS AT A FENCE CORNER.) TURN RIGHT THROUGH THIS
 EQ0917'GATE AND GO E ALONG THE N SIDE OF THE FENCE FOR 0.5 MILE TO
 EQ0917'A TRACK ROAD LEADING N.  TURN LEFT (N) ON THIS ROAD AND
 EQ0917'FOLLOW IT FOR 0.6 MILE.  AT THIS POINT THE AZIMUTH MARK
 EQ0917'IS TO THE W ALONG THE FENCE.  CONTINUE FOR 0.2 MILE TO
 EQ0917'AN E-W FENCE.  HERE TURN RIGHT (E) AND GO CROSS COUNTRY
 EQ0917'FOR 0.8 MILE ALONG THE S SIDE OF THE FENCE AND UP THE
 EQ0917'RIDGE TO THE STATION.
 EQ0917'
 EQ0917'STATION IS LOCATED ABOUT 70 PACES S OF THE E-W FENCE MENTIONED
 EQ0917'ABOVE AND 10 FEET N OF A 4-INCH SQUARE WHITE WITNESS POST.  IT
 EQ0917'IS A BRONZE STATION DISK STAMPED CHAVES 1946 AND IS SET IN THE
 EQ0917'TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES ABOVE THE
 EQ0917'GROUND.  UNDERGROUND MARK IS A BRONZE STATION DISK SET IN
 EQ0917'CONCRETE 24 INCHES BELOW THE SURFACE OF THE GROUND.
 EQ0917'
 EQ0917'REFERENCE MARK 1 IS LOCATED NNE OF THE STATION AND SLIGHTLY
 EQ0917'LOWER.  IT IS A BRONZE REFERENCE DISK STAMPED CHAVES NO 1 1946
 EQ0917'AND SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 1
 EQ0917'INCH ABOVE THE GROUND.
 EQ0917'
 EQ0917'REFERENCE MARK 2 IS LOCATED W OF THE STATION AND ABOUT 1-1/2 FEET
 EQ0917'LOWER.  IT IS MARKED BY A BRONZE REFERENCE DISK STAMPED CHAVES
 EQ0917'NO 2 1946 AND SET IN THE TOP OF A SQUARE CONCRETE POST WHICH
 EQ0917'PROJECTS 2 INCHES ABOVE THE GROUND.
 EQ0917'
 EQ0917'THE AZIMUTH MARK IS LOCATED 1 MILE WSW OF THE STATION, 4 FEET
 EQ0917'SSE OF A 4-INCH SQUARE WHITE WITNESS POST, AND 3 FEET E OF A N-S
 EQ0917'FENCE.  IT IS MARKED BY A BRONZE AZIMUTH DISK STAMPED CHAVES
 EQ0917'1946 AND SET IN THE TOP OF A SQUARE CONCRETE POST WHICH
 EQ0917'PROJECTS 1 INCH ABOVE THE GROUND.
 EQ0917
 EQ0917                          STATION RECOVERY (1968)
 EQ0917
 EQ0917'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JCC)
 EQ0917'THE STATION MARK AND THE REFERENCE MARKS WERE RECOVERED IN GOOD
 EQ0917'CONDITION.  THE AZIMUTH MARK WAS SEARCHED FOR BUT WAS NOT FOUND.
 EQ0917'IT IS BELIEVED THAT THE AZIMUTH MARK IS STILL ALL RIGHT AND
 EQ0917'CAN BE FOUND WITH A LITTLE MORE SEARCHING.  THIS STATION WAS
 EQ0917'NOT OCCUPIED SO THERE WILL BE NO DISTANCES OR DIRECTIONS SHOWN.
 EQ0917'
 EQ0917'DUE TO THE CHANGE OF THE ROADS IN THE AREA, A NEW TO REACH
 EQ0917'FOR THE STATION FOLLOWS.
 EQ0917'
 EQ0917'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 85
 EQ0917'AND STATE HIGHWAY 6 (N. MAIN STREET AND REINKEN AVE.) IN
 EQ0917'BELEN, GO EAST ON HIGHWAY 6 FOR 2.35 MILES TO THE INTERSECTION
 EQ0917'WITH STATE HIGHWAY 47 AT THE EAST SIDE OF A BRIDGE OVER
 EQ0917'THE RIO GRANDE RIVER.  TURN RIGTH, SOUTH, ON HIGHWAYS 6
 EQ0917'AND 47 FOR 0.2 MILE TO A FORK WHERE HIGHWAYS SEPARATE.
 EQ0917'CONTINUE STRAIGHT AHEAD AND GO SOUTHEAST ON HIGHWAY 6 FOR 5.6
 EQ0917'MILES TO A CATTLE GUARD ON THE LEFT AND SIGN SOUTH LOOP NAVAJO
 EQ0917'ROAD.  TURN LEFT, CROSS CATTLE GUARD, AND GO EASTERLY ON A
 EQ0917'BLADED ROAD FOR 5.75 MILES TO A FORK.  BEAR LEFT AND GO
 EQ0917'NORTH ON THE BLADED ROAD FOR 6.45 MILES TO A FORK.  (MAIN
 EQ0917'ROAD TURNS RIGHT) CONTINUE STRAIGHT AHEAD, NORTH, ON AN OLD
 EQ0917'RANCH ROAD FOR 0.85 MILE TO A FENCE AND GATE.  TURN RIGHT AND
 EQ0917'GO EAST ALONG THE SOUTH SIDE OF THE FENCE FOR 1.45 MILES TO THE
 EQ0917'HIGHEST PART OF A HILL AND THE STATION APPROXIMATELY 150
 EQ0917'FEET SOUTH OF FENCE.
 EQ0917'
 EQ0917'NOTE--THE PROPERTY IS OWNED BY MR. T.B. CHAVES OF TOME, NEW MEXICO.
 EQ0917'MR. CHAVES HOME IS APPROXIMATELY 1/2 TO 1 MILE EAST OF HIGHWAY
 EQ0917'47.
 EQ0917'
 EQ0917'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--13 MILES
 EQ0917'EAST-SOUTHEAST OF BELEN
 EQ0917
 EQ0917                          STATION RECOVERY (1968)
 EQ0917
 EQ0917'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 EQ0917'RECOVERED BY USGS IN 1950.
 EQ0917'
 EQ0917'RECOVERED BY NGS IN 1968.  DESCRIPTION AND POSITION LISTED IN NGS
 EQ0917'QUAD 34106-4, STATION 1022.
 EQ0917'
 EQ0917'STATION MARK--A BRONZE STATION DISK STAMPED---CHAVES 1946---, SET IN
 EQ0917'THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 6 IN. ABOVE THE
 EQ0917'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS1249 ***********************************************************************
 DS1249  DESIGNATION -  CHAVEZ
 DS1249  PID         -  DS1249
 DS1249  STATE/COUNTY-  NM/SIERRA
 DS1249  USGS QUAD   -  TUCSON SPRING (1982)
 DS1249
 DS1249                         *CURRENT SURVEY CONTROL
 DS1249  ___________________________________________________________________
 DS1249* NAD 83(1992)-  33 25 19.45223(N)    106 54 36.21150(W)     ADJUSTED  
 DS1249* NAVD 88     -      1483.4    (meters)    4867.     (feet)  VERTCON   
 DS1249  ___________________________________________________________________
 DS1249  LAPLACE CORR-           2.65  (seconds)                    DEFLEC99
 DS1249  GEOID HEIGHT-         -22.67  (meters)                     GEOID03
 DS1249
 DS1249  HORZ ORDER  -  SECOND
 DS1249
 DS1249.The horizontal coordinates were established by classical geodetic methods
 DS1249.and adjusted by the National Geodetic Survey in December 1993..
 DS1249
 DS1249.The NAVD 88 height was computed by applying the VERTCON shift value to
 DS1249.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DS1249
 DS1249.The Laplace correction was computed from DEFLEC99 derived deflections.
 DS1249
 DS1249.The geoid height was determined by GEOID03.
 DS1249
 DS1249;                    North         East     Units Scale Factor Converg.
 DS1249;SPC NM W     -   268,943.450   915,864.136   MT  1.00000753   +0 30 30.9
 DS1249;SPC NM W     -   882,358.64  3,004,797.59   sFT  1.00000753   +0 30 30.9
 DS1249;SPC NM C     -   268,752.656   438,616.360   MT  0.99994644   -0 21 48.9
 DS1249;SPC NM C     -   881,732.67  1,439,027.17   sFT  0.99994644   -0 21 48.9
 DS1249;UTM  13      - 3,699,710.062   322,411.628   MT  0.99998883   -1 03 08.4
 DS1249
 DS1249!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS1249!SPC NM W     -   0.99977073  x   1.00000753  =   0.99977826
 DS1249!SPC NM C     -   0.99977073  x   0.99994644  =   0.99971719
 DS1249!UTM  13      -   0.99977073  x   0.99998883  =   0.99975957
 DS1249
 DS1249|---------------------------------------------------------------------|
 DS1249| PID    Reference Object                     Distance      Geod. Az  |
 DS1249|                                                           dddmmss.s |
 DS1249| DS1250 5 F 105                               7.732 METERS 05317     |
 DS1249| DS1245 VICTORIO                            APPROX. 8.5 KM 1482311.3 |
 DS1249| CD1778 CHAVEZ RM 1                          12.214 METERS 18321     |
 DS1249| CX1760 FAA MICROWAVE MST SW OF CUTTER      APPROX.52.7 KM 2004624.4 |
 DS1249| DS1335 FORT CRAIG FAA MICROWAVE MAST       APPROX.30.2 KM 3301948.6 |
 DS1249| CD1779 CHAVEZ RM 2                          13.639 METERS 33645     |
 DS1249|---------------------------------------------------------------------|
 DS1249
 DS1249                          SUPERSEDED SURVEY CONTROL
 DS1249
 DS1249  NAD 83(1986)-  33 25 19.45970(N)    106 54 36.21468(W) AD(       ) 2
 DS1249  NAD 27      -  33 25 19.20291(N)    106 54 34.13281(W) AD(       ) 2
 DS1249  NGVD 29 (07/19/86) 1482.7    (m)         4864.     (f) VERT ANG       
 DS1249
 DS1249.Superseded values are not recommended for survey control.
 DS1249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS1249.See file dsdata.txt to determine how the superseded data were derived.
 DS1249
 DS1249_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS2241299710(NAD 83)
 DS1249_MARKER: DS = TRIANGULATION STATION DISK
 DS1249_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS1249_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DS1249
 DS1249  HISTORY     - Date     Condition        Report By
 DS1249  HISTORY     - 1966     MONUMENTED       CGS
 DS1249
 DS1249                          STATION DESCRIPTION
 DS1249
 DS1249'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (ANP)
 DS1249'THE STATION IS ABOUT 28 MILES NORTHEAST OF TRUTH OR CONSEQUENCES,
 DS1249'17-1/4 MILES NORTH-NORTHEAST OF ENGLE, 5-3/4 MILES EAST OF THE
 DS1249'ATCHISON TOPEKA AND SANTA FE RAILROAD, 4 MILES SOUTH OF THE
 DS1249'SIERRA-SOCORRO COUNTY LINE AND ON A LOW FLAT SAND AND GRASS
 DS1249'COVERED HILL.
 DS1249'
 DS1249'TO REACH THE STATION FROM THE RAILROAD CROSSING IN ENGLE,
 DS1249'TURN LEFT AND GO NORTH ALONG THE EAST SIDE OF THE RAILROAD
 DS1249'TRACKS FOR 0.15 MILE TO A FORK, KEEP TO THE LEFT AND GO AROUND
 DS1249'THE EAST END OF A STOCK PEN AND GO NORTHERLY ALONG THE EAST
 DS1249'SIDE OF THE RAILROAD TRACKS FOR 9.9 MILES TO THE DEEP WELL
 DS1249'RANCH HOUSE ON THE LEFT, CONTINUE NORTH ON GRAVELED ROAD FOR
 DS1249'7.4 MILES TO A FORK, KEEP RIGHT AND CONTINUE NORTHERLY FOR 1.1
 DS1249'MILES TO A FORK, KEEP RIGHT, NORTH, FOR 0.1 MILE TO A DIM
 DS1249'TRACK ROAD ON THE RIGHT, (THIS SHOULD BE THE END OF TRUCK
 DS1249'TRAVEL DUE TO SAND DRIFTS) TURN RIGHT AND GO EAST FOR 2.7
 DS1249'MILES TO A WINDMILL, PASS TO THE RIGHT OF THE WINDMILL AND
 DS1249'GO EAST AND SOUTHEAST ON THE DIM TRACK ROAD FOR 0.9 MILE
 DS1249'TO THE CREST OF A LOW FLAT RIDGE, TURN LEFT, EAST, AND PICK
 DS1249'WAY ACROSS COUNTRY FOR 1.4 MILES TO THE STATION ON THE
 DS1249'HIGHEST POINT IN THE IMMEDIATE AREA.
 DS1249'
 DS1249'THE STATION MARK IS A STANDARD DISK, STAMPED CHAVEZ 1966,
 DS1249'SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER,
 DS1249'THAT PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS 6 FEET SOUTH
 DS1249'OF THE WITNESS POST.
 DS1249'
 DS1249'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CHAVEZ NO 1 1966,
 DS1249'SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER,
 DS1249'THAT PROJECTS 1 INCH ABOVE THE GROUND.  IT IS 46.5 FEET SOUTH
 DS1249'OF THE WITNESS POST.
 DS1249'
 DS1249'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED CHAVEZ NO 2 1966,
 DS1249'SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN
 DS1249'DIAMETER, THAT PROJECTS 1 INCH ABOVE THE GROUND.  IT IS 40
 DS1249'FEET NORTH-NORTHWEST OF THE WITNESS POST AND IS ABOUT THE
 DS1249'SAME ELEVATION AS THE STATION.
 DS1249'
 DS1249'5 F 105 IS A CORPS OF ENGINEER BRONZE DISK, STAMPED 5F 105 1947,
 DS1249'SET IN THE TOP OF A 6 INCH BY 6 INCH CONCRETE POST THAT PROJECTS
 DS1249'12 INCHES ABOVE THE GROUND.  IT IS 22 FEET EAST OF THE
 DS1249'WITNESS POST.
 DS1249'
 DS1249'HEIGHT OF LIGHT ABOVE STATION MARK 1.48 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1567 ***********************************************************************
 FO1567  DESIGNATION -  CHAVEZ
 FO1567  PID         -  FO1567
 FO1567  STATE/COUNTY-  NM/SANDOVAL
 FO1567  USGS QUAD   -  CERRO PARIDO (1995)
 FO1567
 FO1567                         *CURRENT SURVEY CONTROL
 FO1567  ___________________________________________________________________
 FO1567* NAD 83(1992)-  35 34 41.58786(N)    107 16 01.38794(W)     ADJUSTED  
 FO1567* NAVD 88     -      2467.1    (meters)    8094.     (feet)  VERTCON   
 FO1567  ___________________________________________________________________
 FO1567  LAPLACE CORR-          -1.80  (seconds)                    DEFLEC99
 FO1567  GEOID HEIGHT-         -20.32  (meters)                     GEOID03
 FO1567
 FO1567  HORZ ORDER  -  FIRST
 FO1567
 FO1567.The horizontal coordinates were established by classical geodetic methods
 FO1567.and adjusted by the National Geodetic Survey in December 1993..
 FO1567
 FO1567.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1567.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1567
 FO1567.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1567
 FO1567.The geoid height was determined by GEOID03.
 FO1567
 FO1567;                    North         East     Units Scale Factor Converg.
 FO1567;SPC NM C     -   508,194.832   407,820.656   MT  1.00000468   -0 35 30.4
 FO1567;SPC NM C     - 1,667,302.54  1,337,991.60   sFT  1.00000468   -0 35 30.4
 FO1567;SPC NM W     -   507,874.833   881,324.481   MT  0.99994912   +0 19 46.1
 FO1567;SPC NM W     - 1,666,252.68  2,891,478.73   sFT  0.99994912   +0 19 46.1
 FO1567;UTM  13      - 3,939,533.653   294,576.061   MT  1.00012005   -1 19 10.1
 FO1567
 FO1567!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1567!SPC NM C     -   0.99961611  x   1.00000468  =   0.99962079
 FO1567!SPC NM W     -   0.99961611  x   0.99994912  =   0.99956525
 FO1567!UTM  13      -   0.99961611  x   1.00012005  =   0.99973612
 FO1567
 FO1567:                Primary Azimuth Mark                     Grid Az
 FO1567:SPC NM C     -  CABEZON CAIRN                            081 53 37.6
 FO1567:SPC NM W     -  CABEZON CAIRN                            080 58 21.1
 FO1567:UTM  13      -  CABEZON CAIRN                            082 37 17.3
 FO1567
 FO1567|---------------------------------------------------------------------|
 FO1567| PID    Reference Object                     Distance      Geod. Az  |
 FO1567|                                                           dddmmss.s |
 FO1567| FO1564 CABEZON CAIRN                       APPROX.15.7 KM 0811807.2 |
 FO1567| CD3232 CHAVEZ RM 1                           7.682 METERS 09125     |
 FO1567| FO1562 PRIETA                              APPROX.22.5 KM 1110011.3 |
 FO1567| CD3233 CHAVEZ RM 2                           8.787 METERS 20801     |
 FO1567|---------------------------------------------------------------------|
 FO1567
 FO1567                          SUPERSEDED SURVEY CONTROL
 FO1567
 FO1567  NAD 83(1986)-  35 34 41.58901(N)    107 16 01.39082(W) AD(       ) 1
 FO1567  NAD 27      -  35 34 41.48620(N)    107 15 59.22180(W) AD(       ) 1
 FO1567  NGVD 29 (07/19/86) 2466.0    (m)         8091.     (f) VERT ANG       
 FO1567
 FO1567.Superseded values are not recommended for survey control.
 FO1567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1567.See file dsdata.txt to determine how the superseded data were derived.
 FO1567
 FO1567_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBV9457639534(NAD 83)
 FO1567_MARKER: DS = TRIANGULATION STATION DISK
 FO1567_SETTING: 0 = UNSPECIFIED SETTING
 FO1567
 FO1567  HISTORY     - Date     Condition        Report By
 FO1567  HISTORY     - 1958     MONUMENTED       CGS
 FO1567  HISTORY     - 1972     GOOD             DOD
 FO1567
 FO1567                          STATION DESCRIPTION
 FO1567
 FO1567'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RLE)
 FO1567'THE STATION IS LOCATED AIRLINE, ABOUT 14 MILES SOUTHWEST OF
 FO1567'SAN LUIS, ABOUT 14 MILES SOUTH-SOUTHEAST OF THE TERREON TRADING
 FO1567'POST, ABOUT 2-1/2 MILES EAST OF THE MC KINLEY-SANDOVAL COUNTY
 FO1567'LINE, AND ABOUT 1/2 MILE SOUTH OF THE NORTH EDGE OF A HIGH
 FO1567'TREE COVERED MESA.
 FO1567'
 FO1567'THE STATION IS A STANDARD DISK STAMPED CHAVEZ 1958 BRAZED
 FO1567'TO THE TOP OF A 1 1/2-INCH GALVANIZED IRON PIPE WHICH PROJECTS
 FO1567'ABOUT 18 INCHES ABOVE THE GROUND.  IT IS 13 FEET NORTHEAST
 FO1567'OF A WHITE WITNESS POST AND 4 FEET NORTHEAST OF A PINON PINE
 FO1567'TREE WITH A TRIANGULAR BLAZE.
 FO1567'
 FO1567'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED CHAVEZ
 FO1567'NO 1 1958 BRAZED TO THE TOP OF A 1 1/2-INCH GALVANIZED IRON
 FO1567'PIPE WHICH PROJECTS ABOUT 18 INCHES ABOVE THE GROUND AND IS
 FO1567'ABOUT THE SAME ELEVATION AS THE STATION.
 FO1567'
 FO1567'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED CHAVEZ
 FO1567'NO 2 1958 BRAZED TO THE TOP OF A 1 1/2-INCH GALVANIZED IRON
 FO1567'PIPE WHICH PROJECTS ABOUT 18 INCHES ABOVE THE GROUND AND IS
 FO1567'ABOUT THE SAME ELEVATION AS THE STATION.
 FO1567'
 FO1567'CABEZON (USGS) WHICH IS A LARGE, OVAL-TOPPED, ROCKY, SHEER-SIDED
 FO1567'MOUND WITH A CAIRN ON TOP WAS USED AS THE AZIMUTH MARK.  THE
 FO1567'CAIRN WAS THE POINT OF INTERSECTION.
 FO1567'
 FO1567'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 4 AND
 FO1567'44 IN SAN YSIDRO, GO WEST AND NORTH ON STATE HIGHWAY 44 FOR
 FO1567'12.5 MILES TO WARM SPRINGS.  CONTINUE NORTHERLY ON STATE
 FO1567'HIGHWAY 44 FOR 6.8 MILES.  TURN LEFT OFF THE HIGHWAY AND FOLLOW
 FO1567'THE DIRT ROAD WESTERLY FOR 8.0 MILES TO SAN LUIS.  CONTINUE
 FO1567'WEST ON THE MAIN TRAVELED ROAD FOR 1.15 MILES.  TAKE THE LEFT
 FO1567'FORK, STRAIGHT AHEAD, WEST FOR 1.5 MILES TO A PIPE LINE,
 FO1567'CONTINUE WEST ON THE MAIN TRAVELED DIRT ROAD FOR 1.5 MILES.
 FO1567'TAKE THE RIGHT FORK AND GO SOUTH AND WEST FOR 5.9 MILES.
 FO1567'TURN LEFT AT THE T-ROAD AND GO SOUTH ON THE MAIN TRAVELED
 FO1567'ROAD FOR 2.9 MILES.  CROSS CHICO ARROYO AND GO WESTERLY FOR
 FO1567'1.2 MILES.  TAKE THE RIGHT FORK AND FOLLOW THE MAIN
 FO1567'TRAVELED ROAD SOUTH FOR 1.2 MILES.  TURN LEFT OFF THE MAIN
 FO1567'ROAD AND FOLLOW A TRACK ROAD SOUTHERLY UP THE STEEP SIDE OF
 FO1567'THE MESA FOR 5.0 MILES TO THE SUMMIT OF THE MESA RIM AND A
 FO1567'DRY LAKE BED ON THE LEFT.  TURN RIGHT AND GO NORTHERLY ON
 FO1567'A FAINT ROCKY TRACK ROAD FOR 0.05 MILE.  TAKE THE LEFT FORK AND
 FO1567'FOLLOW THE FAINT TRACK ROAD NORTHERLY FOR 0.85 MILE TO A
 FO1567'LARGE PINE TREE WITH A TRIANGULAR BLAZE ON THE RIGHT.  PASS
 FO1567'TO THE LEFT OF THE PINE TREE AND FOLLOW THE VERY FAINT
 FO1567'TRUCK TRACKS NORTHERLY, WINDING THROUGH THE TREES FOR 0.7
 FO1567'MILE TO A POINT WHERE TREES HAVE BEEN CLEARED FOR THE STATION,
 FO1567'A PINON PINE TREE WITH A TRIANGULAR BLAZE, A WHITE WITNESS
 FO1567'POST AND THE STATION.  TO REACH THE STATION REQUIRES A
 FO1567'FOUR-WHEEL DRIVE VEHICLE.
 FO1567
 FO1567                          STATION RECOVERY (1972)
 FO1567
 FO1567'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1972 (LWL)
 FO1567'THE STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK
 FO1567'NO. 2 WERE RECOVERED IN GOOD CONDITION.  THE PRESENT TO-REACH
 FO1567'DESCRIPTION IS INADEQUATE AND SHOULD BE UPDATED AS FOLLOWS--
 FO1567'
 FO1567'THE STATION IS LOCATED 28 MILES WEST OF SAN YSIDRO, 30 MILES
 FO1567'SOUTH OF CUBA AND 42 MILES NORTHEAST OF GRANTZ.  IT IS ON
 FO1567'THE HIGHEST AND MOST NORTHERN END OF THE SAN MATEO MOUNTAINS
 FO1567'IN A CLEARING SURROUNDED BY A PINE AND PINON FOREST.
 FO1567'
 FO1567'TO REACH THE STATION FROM THE INTERSECTION OF ROUTES 4 AND 44
 FO1567'IN SAN YSIDRO, GO NORTHWEST ON ROUTE 44 FOR 18.8 MILES TO
 FO1567'INTERSECTION WITH STATE ROUTE 279.  TURN LEFT ON ROUTE 279
 FO1567'AND CONTINUE FOR 4.4 MILES TO ROAD FORK AND SIGN CABEZON AND
 FO1567'SAN LUIS.  CONTINUE TO THE RIGHT PASSING OVER RIO PUERCO ARROYO,
 FO1567'ARROYO BACOA AND A PIPE LINE FOR 8.6 MILES TO ROAD FORK AND
 FO1567'SIGN IGNACIO CHAVEZ GRANT.  FROM THIS ROAD FORK, CONTINUE
 FO1567'RIGHT FOR 4.8 MILES TO SIGN CHICO ARROYO.  FROM THIS SIGN
 FO1567'CONTINUE FOR 3.0 MILES ACROSS THE ARROYO AND THROUGH A WIRE
 FO1567'GATE TO ROAD FORK.  CONTINUE RIGHT AND GO 1.4 MILES TO SIGN
 FO1567'NED TANK.  CONTINUE STRAIGHT AHEAD FOR 1.1 MILES TO SIGN
 FO1567'CIBOLA NATIONAL FOREST.  CONTINUE TO THE LEFT AND GO 3.9 MILES
 FO1567'CLIMBING UP INTO THE MOUNTAINS AND INTO A MEADOW
 FO1567'PLATEAU AND A CROSS ROAD.  FROM THIS CROSS ROAD GO TO THE
 FO1567'RIGHT NORTHWEST FOLLOWING AN OLD LOGGING TRAIL FOR 1.0 MILE
 FO1567'TO A FORK.  FROM THIS FORK GO RIGHT, NORTH FOLLOWING A DIM
 FO1567'TRACK ONTO A TRAIL THAT HAS BEEN PUT IN BY DOZER
 FO1567'THROUGH THE FOREST FOR 0.6 MILE TO THE SITE OF STATION.  A
 FO1567'4-WHEEL DRIVE VEHICLE IS RECOMMENDED FOR THE 1 AND 1/2
 FO1567'HOUR TRIP.
 FO1567'
 FO1567'THE STATION MARK IS A STANDARD USC AND GS DISK BRAZED TO THE
 FO1567'TOP OF A 1-1/2 INCH GALVANIZED IRON PIPE WHICH PROJECTS ABOUT
 FO1567'18 INCHES ABOVE THE GROUND.  IT IS STAMPED--CHAVEZ 1958.
 FO1567'
 FO1567'REFERENCE MARK NO. 1 IS A STANDARD USC AND GS DISK BRAZED TO
 FO1567'THE TOP OF A 1-1/2 INCH GALVANIZED IRON PIPE WHICH PROJECTS
 FO1567'ABOUT 18 INCHES ABOVE THE GROUND.  IT IS STAMPED--CHAVEZ NO
 FO1567'1 1958.
 FO1567'
 FO1567'REFERENCE MARK NO. 2 IS A STANDARD USC AND GS DISK BRAZED TO
 FO1567'THE TOP OF A 1-1/2 INCH GALVANIZED IRON PIPE WHICH PROJECTS
 FO1567'ABOUT 18 INCHES ABOVE THE GROUND.  IT IS STAMPED--CHAVEZ NO 2
 FO1567'1958.
 FO1567'
 FO1567'DISTANCES BETWEEN STATION MARK AND REFERENCE MARKS CHECKED
 FO1567'WITHIN 0.002 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1521 ***********************************************************************
 CX1521  DESIGNATION -  CHECKER
 CX1521  PID         -  CX1521
 CX1521  STATE/COUNTY-  NM/DONA ANA
 CX1521  USGS QUAD   -  HEART OF THE SANDS NW (1982)
 CX1521
 CX1521                         *CURRENT SURVEY CONTROL
 CX1521  ___________________________________________________________________
 CX1521* NAD 83(1992)-  32 54 03.34014(N)    106 27 01.08657(W)     ADJUSTED  
 CX1521* NAVD 88     -      1189.83   (+/-2cm)    3903.6    (feet)  VERTCON   
 CX1521  ___________________________________________________________________
 CX1521  LAPLACE CORR-          -2.68  (seconds)                    DEFLEC99
 CX1521  GEOID HEIGHT-         -23.25  (meters)                     GEOID03
 CX1521
 CX1521  HORZ ORDER  -  FIRST
 CX1521  VERT ORDER  -  THIRD ? (See Below)
 CX1521
 CX1521.The horizontal coordinates were established by classical geodetic methods
 CX1521.and adjusted by the National Geodetic Survey in December 1993..
 CX1521
 CX1521.The NAVD 88 height was computed by applying the VERTCON shift value to
 CX1521.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CX1521.The vertical order pertains to the NGVD 29 superseded value.
 CX1521
 CX1521.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1521
 CX1521.The geoid height was determined by GEOID03.
 CX1521
 CX1521;                    North         East     Units Scale Factor Converg.
 CX1521;SPC NM C     -   210,782.973   481,262.116   MT  0.99990433   -0 06 31.7
 CX1521;SPC NM C     -   691,543.80  1,578,940.79   sFT  0.99990433   -0 06 31.7
 CX1521;UTM  13      - 3,641,236.478   364,361.648   MT  0.99982685   -0 47 16.5
 CX1521
 CX1521!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1521!SPC NM C     -   0.99981688  x   0.99990433  =   0.99972122
 CX1521!UTM  13      -   0.99981688  x   0.99982685  =   0.99964376
 CX1521
 CX1521|---------------------------------------------------------------------|
 CX1521| PID    Reference Object                     Distance      Geod. Az  |
 CX1521|                                                           dddmmss.s |
 CX1521| CC7130 CHECKER RM 1                         18.373 METERS 08901     |
 CX1521| CC7131 CHECKER RM 2                         19.126 METERS 18107     |
 CX1521| CX0157 PLUM                                APPROX. 1.9 KM 1891411.3 |
 CX1521|---------------------------------------------------------------------|
 CX1521
 CX1521                          SUPERSEDED SURVEY CONTROL
 CX1521
 CX1521  NAD 83(1986)-  32 54 03.34656(N)    106 27 01.08872(W) AD(       ) 1
 CX1521  NAD 27      -  32 54 03.04700(N)    106 26 59.08437(W) AD(       ) 1
 CX1521  NGVD 29 (07/19/86) 1189.24   (m)         3901.7    (f) LEVELING    3  
 CX1521
 CX1521.Superseded values are not recommended for survey control.
 CX1521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1521.See file dsdata.txt to determine how the superseded data were derived.
 CX1521
 CX1521_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS6436241236(NAD 83)
 CX1521_MARKER: DS = TRIANGULATION STATION DISK
 CX1521_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX1521_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CX1521
 CX1521  HISTORY     - Date     Condition        Report By
 CX1521  HISTORY     - 1968     MONUMENTED       CGS
 CX1521
 CX1521                          STATION DESCRIPTION
 CX1521
 CX1521'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JBJ)
 CX1521'THE STATION IS ABOUT 28 MILES SOUTHWEST OF TULAROSA, 21-1/2 MILES
 CX1521'WEST OF HOLLOMAN AIR FORCE BASE, 1 MILE NORTHWEST OF ROAD 303 AND
 CX1521'NEAR THE WEST EDGE OF THE WHITE SANDS ALKALI FLATS.
 CX1521'
 CX1521'TO REACH THE STATION FROM THE SOUTH END OF THE HOLLOMAN AIR FORCE
 CX1521'BASE HIGH SPEED TEST TRACK GO WEST ON ROAD 303 FOR 9.2 MILES TO A
 CX1521'GUARD SHACK ON THE LEFT AND A FORK.  TAKE THE RIGHT FORK AND GO
 CX1521'NORTHWEST FOR 4.5 MILES TO WHERE THE MAIN ROAD TURNS LEFT.  TURN
 CX1521'LEFT AND GO SOUTHWEST ON ROAD 303 FOR 5.5 MILES TO A DIM TRACK ROAD
 CX1521'ON THE RIGHT AT THE WEST END OF A FILL.  TURN RIGHT AND GO NORTH ON
 CX1521'THE TRACK ROAD FOR 0.65 MILE TO A TARGET POLE ON THE RIGHT
 CX1521'HAVING A TRIANGLE BLAZE ON THE SOUTH SIDE.  CONTINUE NORTHWEST
 CX1521'ON THE TRACK ROAD FOR 0.45 MILE TO A SMALL WHITE BUILDING, NUMBER
 CX1521'114272, ON THE LEFT.  TURN RIGHT AND GO NORTHEAST FOR 0.1 MILE TO
 CX1521'THE STATION.
 CX1521'
 CX1521'THE STATION MARK IS A STANDARD DISK, STAMPED CHECKER 1968, SET IN THE
 CX1521'TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT PROJECTS
 CX1521'2 INCHES ABOVE THE GROUND.  IT IS 6.2 FEET WEST OF A WITNESS POST.
 CX1521'
 CX1521'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CHECKER NO 1 1968, SET
 CX1521'IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 CX1521'PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS 55.1 FEET EAST OF THE
 CX1521'WITNESS POST AND ABOUT THE SAME ELEVATION AS THE STATION.
 CX1521'
 CX1521'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED CHECKER NO 2 1968, SET
 CX1521'IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 CX1521'PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS 60.0 FEET SOUTH OF THE
 CX1521'WITNESS POST AND ABOUT THE SAME ELEVATION AS THE STATION.
 CX1521'
 CX1521'TRIANGULATION STATION PLUM 1966 WILL SERVE AS THE AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1517 ***********************************************************************
 CX1517  DESIGNATION -  CHERRY
 CX1517  PID         -  CX1517
 CX1517  STATE/COUNTY-  NM/DONA ANA
 CX1517  USGS QUAD   -  HEART OF THE SANDS NW (1982)
 CX1517
 CX1517                         *CURRENT SURVEY CONTROL
 CX1517  ___________________________________________________________________
 CX1517* NAD 83(1992)-  32 54 02.29050(N)    106 24 24.25637(W)     ADJUSTED  
 CX1517* NAVD 88     -      1191.67   (+/-2cm)    3909.7    (feet)  VERTCON   
 CX1517  ___________________________________________________________________
 CX1517  LAPLACE CORR-          -1.01  (seconds)                    DEFLEC99
 CX1517  GEOID HEIGHT-         -23.32  (meters)                     GEOID03
 CX1517
 CX1517  HORZ ORDER  -  FIRST
 CX1517  VERT ORDER  -  THIRD ? (See Below)
 CX1517
 CX1517.The horizontal coordinates were established by classical geodetic methods
 CX1517.and adjusted by the National Geodetic Survey in December 1993..
 CX1517
 CX1517.The NAVD 88 height was computed by applying the VERTCON shift value to
 CX1517.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CX1517.The vertical order pertains to the NGVD 29 superseded value.
 CX1517
 CX1517.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1517
 CX1517.The geoid height was determined by GEOID03.
 CX1517
 CX1517;                    North         East     Units Scale Factor Converg.
 CX1517;SPC NM C     -   210,743.743   485,337.403   MT  0.99990265   -0 05 06.5
 CX1517;SPC NM C     -   691,415.10  1,592,311.13   sFT  0.99990265   -0 05 06.5
 CX1517;UTM  13      - 3,641,148.958   368,435.845   MT  0.99981343   -0 45 51.2
 CX1517
 CX1517!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1517!SPC NM C     -   0.99981660  x   0.99990265  =   0.99971927
 CX1517!UTM  13      -   0.99981660  x   0.99981343  =   0.99963006
 CX1517
 CX1517:                Primary Azimuth Mark                     Grid Az
 CX1517:SPC NM C     -  TS 452                                   067 46 35.7
 CX1517:UTM  13      -  TS 452                                   068 27 20.4
 CX1517
 CX1517|---------------------------------------------------------------------|
 CX1517| PID    Reference Object                     Distance      Geod. Az  |
 CX1517|                                                           dddmmss.s |
 CX1517| CC7539 TS 452                                             0674129.2 |
 CX1517| CC7132 CHERRY RM 1                          19.242 METERS 19617     |
 CX1517| CC7133 CHERRY RM 2                          19.242 METERS 28417     |
 CX1517|---------------------------------------------------------------------|
 CX1517
 CX1517                          SUPERSEDED SURVEY CONTROL
 CX1517
 CX1517  NAD 83(1986)-  32 54 02.29708(N)    106 24 24.25838(W) AD(       ) 1
 CX1517  NAD 27      -  32 54 01.99486(N)    106 24 22.26072(W) AD(       ) 1
 CX1517  NGVD 29 (07/19/86) 1191.07   (m)         3907.7    (f) LEVELING    3  
 CX1517
 CX1517.Superseded values are not recommended for survey control.
 CX1517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1517.See file dsdata.txt to determine how the superseded data were derived.
 CX1517
 CX1517_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS6843641149(NAD 83)
 CX1517_MARKER: DS = TRIANGULATION STATION DISK
 CX1517_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX1517_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CX1517
 CX1517  HISTORY     - Date     Condition        Report By
 CX1517  HISTORY     - 1968     MONUMENTED       CGS
 CX1517
 CX1517                          STATION DESCRIPTION
 CX1517
 CX1517'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JBJ)
 CX1517'THE STATION IS ABOUT 18 MILES SOUTH-SOUTHEAST OF THE RHODES CANYON
 CX1517'RANGE CENTER, 15 MILES WEST OF THE SOUTH END OF THE HOLLOMAN AIR
 CX1517'FORCE BASE HIGH SPEED TEST TRACK, AND 6 MILES EAST OF ROUTE 7.
 CX1517'
 CX1517'TO REACH THE STATION FROM THE SOUTH END OF THE HIGH SPEED TEST TRACK,
 CX1517'GO WESTERLY ON ROAD 303 FOR 9.1 MILES TO A FORK AND A GUARD SHACK
 CX1517'ON THE LEFT.  TAKE THE RIGHT FORK AND GO NORTHWEST AND NORTH FOR
 CX1517'4.2 MILES TO WHERE THE ROAD TURNS SHARP LEFT AND BUILDING NUMBER
 CX1517'29015.  TURN LEFT AND GO SOUTHWEST FOR 2.3 MILES TO THE MARK
 CX1517'TS 452 ON THE RIGHT.  CONTINUE AHEAD FOR 1.0 MILE TO THE STATION
 CX1517'ON THE RIGHT.
 CX1517'
 CX1517'THE STATION MARK IS A STANDARD DISK, STAMPED CHERRY 1968, SET IN THE
 CX1517'TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT PROJECTS
 CX1517'8 INCHES ABOVE THE GROUND.  IT IS 300 FEET NORTHWEST OF THE
 CX1517'CENTERLINE OF ROAD 303 AND 7.4 FEET WEST OF A WITNESS POST.  THE
 CX1517'UNDERGROUND MARK IS 36 INCHES BELOW THE SURFACE OF THE GROUND.
 CX1517'
 CX1517'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CHERRY NO 1 1968, SET
 CX1517'IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 CX1517'PROJECTS 6 INCHES ABOVE THE GROUND.  IT IS 248 FEET NORTHWEST OF
 CX1517'THE CENTERLINE OF THE ROAD, 65 FEET SOUTH OF A WITNESS POST, AND
 CX1517'ABOUT THE SAME ELEVATION AS THE STATION.
 CX1517'
 CX1517'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED CHERRY NO 2 1968, SET
 CX1517'IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 CX1517'PROJECTS 6 INCHES ABOVE THE GROUND.  IT IS 336 FEET NORTHWEST OF
 CX1517'THE CENTERLINE OF THE ROAD, 70.4 FEET WEST OF A WITNESS POST, AND
 CX1517'ABOUT THE SAME ELEVATION AS THE STATION.
 CX1517'
 CX1517'TS 452 IS A WHITE SANDS PROVING GROUNDS GEODETIC CONTROL TRAVERSE
 CX1517'STATION DISK, SET IN THE TOP OF A ROUND CONCRETE POST, 6 INCHES IN
 CX1517'DIAMETER, THAT PROJECTS 8 INCHES ABOVE THE GROUND.  IT IS 279 FEET
 CX1517'NORTH OF THE CENTERLINE OF THE ROAD AND 5.5 FEET WEST OF A WOOD
 CX1517'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0945 ***********************************************************************
 DR0945  DESIGNATION -  CHERRY
 DR0945  PID         -  DR0945
 DR0945  STATE/COUNTY-  NM/LINCOLN
 DR0945  USGS QUAD   -  KYLE HARRISON CANYON (1981)
 DR0945
 DR0945                         *CURRENT SURVEY CONTROL
 DR0945  ___________________________________________________________________
 DR0945* NAD 83(1992)-  33 42 59.11845(N)    105 17 20.64953(W)     ADJUSTED  
 DR0945* NAVD 88     -      1826.5    (meters)    5992.     (feet)  VERTCON   
 DR0945  ___________________________________________________________________
 DR0945  LAPLACE CORR-          -8.21  (seconds)                    DEFLEC99
 DR0945  GEOID HEIGHT-         -20.94  (meters)                     GEOID03
 DR0945
 DR0945  HORZ ORDER  -  THIRD
 DR0945
 DR0945.The horizontal coordinates were established by classical geodetic methods
 DR0945.and adjusted by the National Geodetic Survey in December 1993..
 DR0945
 DR0945.The NAVD 88 height was computed by applying the VERTCON shift value to
 DR0945.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DR0945
 DR0945.The Laplace correction was computed from DEFLEC99 derived deflections.
 DR0945
 DR0945.The geoid height was determined by GEOID03.
 DR0945
 DR0945;                    North         East     Units Scale Factor Converg.
 DR0945;SPC NM C     -   301,617.135   589,061.995   MT  0.99999776   +0 32 00.4
 DR0945;SPC NM C     -   989,555.55  1,932,614.23   sFT  0.99999776   +0 32 00.4
 DR0945;UTM  13      - 3,730,751.617   473,216.652   MT  0.99960884   -0 09 37.7
 DR0945
 DR0945!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR0945!SPC NM C     -   0.99971662  x   0.99999776  =   0.99971438
 DR0945!UTM  13      -   0.99971662  x   0.99960884  =   0.99932557
 DR0945
 DR0945:                Primary Azimuth Mark                     Grid Az
 DR0945:SPC NM C     -  BLOCK                                    276 16 08.7
 DR0945:UTM  13      -  BLOCK                                    276 57 46.8
 DR0945
 DR0945|---------------------------------------------------------------------|
 DR0945| PID    Reference Object                     Distance      Geod. Az  |
 DR0945|                                                           dddmmss.s |
 DR0945| DR0957 BLOCK                               APPROX. 8.1 KM 2764809.1 |
 DR0945|---------------------------------------------------------------------|
 DR0945
 DR0945                          SUPERSEDED SURVEY CONTROL
 DR0945
 DR0945  NAD 83(1986)-  33 42 59.12407(N)    105 17 20.64726(W) AD(       ) 3
 DR0945  NAD 27      -  33 42 58.83412(N)    105 17 18.68727(W) AD(       ) 3
 DR0945  NGVD 29 (07/19/86) 1825.8    (m)         5990.     (f) VERT ANG       
 DR0945
 DR0945.Superseded values are not recommended for survey control.
 DR0945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0945.See file dsdata.txt to determine how the superseded data were derived.
 DR0945
 DR0945_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDT7321730752(NAD 83)
 DR0945
 DR0945  HISTORY     - Date     Condition        Report By
 DR0945  HISTORY     - 1933     MONUMENTED       USGS
 DR0945  HISTORY     - 1976     GOOD             USGS
 DR0945
 DR0945                          STATION DESCRIPTION
 DR0945
 DR0945'DESCRIBED BY US GEOLOGICAL SURVEY 1976
 DR0945'ON BARE HILLTOP, ABOUT 1 MI. N. OF CHERRY TREE LAKE, ABOUT 1.5 MI.
 DR0945'SW. OF ANTELOPE LAKE, AND ABOUT 1.5 MI. S. OF HACKBERRY LAKE.  ABOUT
 DR0945'3 MI. NW. OF SPINDLE.  CHERRY TREE LAKE IS ON N. SIDE AND ADJACENT
 DR0945'TO CAPITAN-SPINDLE-ROSWELL ROAD.  AT CHERRY TREE LAKE A SECONDARY
 DR0945'RD. TURNS N. AND AT ABOUT 1 MI. PASSES ABOUT 0.25 MI. W. OF STATION.
 DR0945'
 DR0945'STATION MARK--STANDARD TABLET, CEMENTED IN ROCK IN PLACE, AND
 DR0945'STAMPED ---R 1933 CHERRY---.
 DR0945'
 DR0945'REFERENCE MARK--STANDARD REFERENCE TABLET, CEMENTED IN ROCK IN PLACE,
 DR0945'9.30 FT. FROM STATION, N 37 DEG 13 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0999 ***********************************************************************
 DR0999  DESIGNATION -  CHERRY
 DR0999  PID         -  DR0999
 DR0999  STATE/COUNTY-  NM/OTERO
 DR0999  USGS QUAD   -  ELK-SILVER (1979)
 DR0999
 DR0999                         *CURRENT SURVEY CONTROL
 DR0999  ___________________________________________________________________
 DR0999* NAD 83(1992)-  33 00 52.62679(N)    105 35 31.76693(W)     ADJUSTED  
 DR0999* NAVD 88     -      2531.     (meters)    8304.     (feet)  SCALED    
 DR0999  ___________________________________________________________________
 DR0999  LAPLACE CORR-          -1.51  (seconds)                    DEFLEC99
 DR0999  GEOID HEIGHT-         -19.84  (meters)                     GEOID03
 DR0999
 DR0999  HORZ ORDER  -  SECOND
 DR0999
 DR0999.The horizontal coordinates were established by classical geodetic methods
 DR0999.and adjusted by the National Geodetic Survey in December 1993..
 DR0999
 DR0999.The orthometric height was scaled from a topographic map.
 DR0999
 DR0999.The Laplace correction was computed from DEFLEC99 derived deflections.
 DR0999
 DR0999.The geoid height was determined by GEOID03.
 DR0999
 DR0999;                    North         East     Units Scale Factor Converg.
 DR0999;SPC NM C     -   223,564.894   561,461.764   MT  0.99994656   +0 21 30.4
 DR0999;SPC NM C     -   733,479.16  1,842,062.47   sFT  0.99994656   +0 21 30.4
 DR0999;UTM  13      - 3,653,063.286   444,691.836   MT  0.99963772   -0 19 21.5
 DR0999
 DR0999!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR0999!SPC NM C     -   0.99960593  x   0.99994656  =   0.99955251
 DR0999!UTM  13      -   0.99960593  x   0.99963772  =   0.99924379
 DR0999
 DR0999|---------------------------------------------------------------------|
 DR0999| PID    Reference Object                     Distance      Geod. Az  |
 DR0999|                                                           dddmmss.s |
 DR0999| CJ6875 CHERRY RM 1                          31.077 METERS 04038     |
 DR0999| CJ6876 CHERRY RM 2                          11.247 METERS 12750     |
 DR0999| CW0914 MAYHILL ECC                         APPROX.13.0 KM 1423028.5 |
 DR0999|---------------------------------------------------------------------|
 DR0999
 DR0999                          SUPERSEDED SURVEY CONTROL
 DR0999
 DR0999  NAD 83(1986)-  33 00 52.63585(N)    105 35 31.76961(W) AD(       ) 2
 DR0999  NAD 27      -  33 00 52.30920(N)    105 35 29.81830(W) AD(       ) 2
 DR0999
 DR0999.Superseded values are not recommended for survey control.
 DR0999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0999.See file dsdata.txt to determine how the superseded data were derived.
 DR0999
 DR0999_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDS4469253063(NAD 83)
 DR0999_MARKER: DS = TRIANGULATION STATION DISK
 DR0999_SETTING: 80 = SET IN A BOULDER
 DR0999_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 DR0999
 DR0999  HISTORY     - Date     Condition        Report By
 DR0999  HISTORY     - 1943     MONUMENTED       CGS
 DR0999
 DR0999                          STATION DESCRIPTION
 DR0999
 DR0999'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (EHB)
 DR0999'STATION IS LOCATED ON A WOODED RIDGE BETWEEN SILVER CANYON
 DR0999'AND SIXTEEN SPRINGS CANYON NEAR THE HEAD OF CHERRY CANYON,
 DR0999'9.5 MILES AIRLINE NE OF CLOUDCROFT, 10.5 MILES AIRLINE NW
 DR0999'OF MAYHILL AND ABOUT 0.5 MILE N OF THE MESCALERO INDIAN
 DR0999'RESERVATION, ON HIGHEST POINT OF RIDGE-STATION IS A BRONZE
 DR0999'STATION DISK SET IN A BURIED BOULDER FLUSH WITH THE GROUND.
 DR0999'STAMPED CHERRY 1943.
 DR0999'
 DR0999'UNDERGROUND MARK IS A BRONZE DISK SET IN THE TOP OF A CONCRETE
 DR0999'POST.
 DR0999'
 DR0999'REFERENCE MARK 1 IS NE OF AND ABOUT 4 FEET LOWER THAN
 DR0999'THE STATION.  A BRONZE REFERENCE DISK SET IN A BURIED BOULDER
 DR0999'PROJECTING ABOUT 6 INCHES ABOVE THE GROUND.  STAMPED CHERRY
 DR0999'NO 1 1943.
 DR0999'
 DR0999'REFERENCE MARK 2 IS SE OF AND ABOUT 2 FEET LOWER THAN THE
 DR0999'STATION.  A BRONZE REFERENCE DISK SET IN A BURIED BOULDER
 DR0999'FLUSH WITH THE GROUND.  STAMPED CHERRY NO 2 1943.
 DR0999'
 DR0999'NO AZIMUTH MARK WAS SET.
 DR0999'
 DR0999'TO REACH FROM THE POST OFFICE IN CLOUDCROFT, GO NE ON STATE
 DR0999'HIGHWAY 83 FOR 1.5 MILES TO A T-ROAD LEFT AND SIGN MESCALERO
 DR0999'21.  TURN LEFT AND FOLLOW MAIN ROAD FOR 3.9 MILES TO A T-ROAD
 DR0999'LEFT, CONTINUE STRAIGHT AHEAD ON MAIN ROAD FOR 2.6 MILES TO
 DR0999'T-INTERSECTION.  TURN RIGHT AS PER SIGN ELK AND FOLLOW MAIN ROAD
 DR0999'4.0 MILES TO A DIM ROAD ON RIGHT AND SIGN SIXTEEN SPRINGS
 DR0999'CANYON 4.  TURN SHARP RIGHT AND GO S FOR 0.1 MILE TO A DIM
 DR0999'TRACK ROAD ON LEFT JUST AFTER CROSSING A WOODEN BRIDGE.  TURN
 DR0999'LEFT AND FOLLOW ROAD E FOR 0.4 MILE TO A TRIANGULAR-BLAZED
 DR0999'TREE ON RIGHT AT MOUTH OF CANYON.  HERE PACK S UP CANYON
 DR0999'TO NEAR HEAD OF CANYON, THENCE LEFT, E, TO TOP OF RIDGE,
 DR0999'THENCE RIGHT, S, ALONG RIDGE TO HIGHEST POINT AND STATION.
 DR0999'
 DR0999'HEIGHT OF LIGHT ABOVE STATION MARK - 16 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM1040 ***********************************************************************
 FM1040  DESIGNATION -  CHICAL
 FM1040  PID         -  FM1040
 FM1040  STATE/COUNTY-  NM/SAN MIGUEL
 FM1040  USGS QUAD   -  CARPENTER MESA NW (1968)
 FM1040
 FM1040                         *CURRENT SURVEY CONTROL
 FM1040  ___________________________________________________________________
 FM1040* NAD 83(1992)-  35 26 27.14762(N)    103 56 13.00564(W)     ADJUSTED  
 FM1040* NAVD 88     -      1468.5    (meters)    4818.     (feet)  VERTCON   
 FM1040  ___________________________________________________________________
 FM1040  LAPLACE CORR-          -2.43  (seconds)                    DEFLEC99
 FM1040  GEOID HEIGHT-         -22.34  (meters)                     GEOID03
 FM1040
 FM1040  HORZ ORDER  -  SECOND
 FM1040
 FM1040.The horizontal coordinates were established by classical geodetic methods
 FM1040.and adjusted by the National Geodetic Survey in December 1993..
 FM1040
 FM1040.The NAVD 88 height was computed by applying the VERTCON shift value to
 FM1040.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FM1040
 FM1040.The Laplace correction was computed from DEFLEC99 derived deflections.
 FM1040
 FM1040.The geoid height was determined by GEOID03.
 FM1040
 FM1040;                    North         East     Units Scale Factor Converg.
 FM1040;SPC NM E     -   492,558.622   200,987.139   MT  0.99992505   +0 13 47.5
 FM1040;SPC NM E     - 1,616,002.75    659,405.31   sFT  0.99992505   +0 13 47.5
 FM1040;UTM  13      - 3,922,455.189   596,484.090   MT  0.99971472   +0 36 59.3
 FM1040
 FM1040!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FM1040!SPC NM E     -   0.99977307  x   0.99992505  =   0.99969814
 FM1040!UTM  13      -   0.99977307  x   0.99971472  =   0.99948786
 FM1040
 FM1040|---------------------------------------------------------------------|
 FM1040| PID    Reference Object                     Distance      Geod. Az  |
 FM1040|                                                           dddmmss.s |
 FM1040| CJ6878 CHICAL RM 1                          10.344 METERS 08118     |
 FM1040| CJ6877 CHICAL AZ MK                                       0902716.4 |
 FM1040| CJ6879 CHICAL RM 2                          14.325 METERS 31131     |
 FM1040|---------------------------------------------------------------------|
 FM1040
 FM1040                          SUPERSEDED SURVEY CONTROL
 FM1040
 FM1040  NAD 83(1986)-  35 26 27.15627(N)    103 56 13.00153(W) AD(       ) 2
 FM1040  NAD 27      -  35 26 26.97980(N)    103 56 11.10680(W) AD(       ) 2
 FM1040  NGVD 29 (07/19/86) 1467.8    (m)         4816.     (f) VERT ANG       
 FM1040
 FM1040.Superseded values are not recommended for survey control.
 FM1040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM1040.See file dsdata.txt to determine how the superseded data were derived.
 FM1040
 FM1040_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEV9648422455(NAD 83)
 FM1040_MARKER: DS = TRIANGULATION STATION DISK
 FM1040_SETTING: 66 = SET IN ROCK OUTCROP
 FM1040
 FM1040  HISTORY     - Date     Condition        Report By
 FM1040  HISTORY     - 1960     MONUMENTED       CGS
 FM1040
 FM1040                          STATION DESCRIPTION
 FM1040
 FM1040'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (HWK)
 FM1040'THE STATION IS APPROXIMATELY 21-1/2 MILES NORTHWEST OF TUCUMARI,
 FM1040'14 MILES EAST OF THE CONCHAS DAM RESERVOIR, 8 MILES NORTH
 FM1040'OF THE CANADIAN RIVER, 7 MILES WEST OF ATARQUE CREEK, ON THE
 FM1040'SOUTH END OF A SLOPING RIDGE WITH HIGHER ELEVATIONS TO THE
 FM1040'NORTH AND THE NORTHWEWST AND ON LAND OWNED BY MR. DAN TRIGG.
 FM1040'
 FM1040'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 54 AND
 FM1040'STATE HIGHWAY 39 WHICH IS APPROXIMATELY 0.45 MILE NORTH OF
 FM1040'LOGAN, GO NORTH-NORTHWEST ON STATE HIGHWAY 39 FOR 2.55 MILES
 FM1040'TO A ROAD ON THE LEFT AND A SIGN STEVE TRIGG RANCH 28 MILES
 FM1040'ON THE RIGHT.  TURN LEFT, WEST, ON A GRADED ROAD FOR 4.4
 FM1040'MILES TO A BRIDGE OVER UTE CREEK.  CROSS THE BRIDGE AND CONTINUE
 FM1040'WEST ON THE GRADED ROAD FOR 2.4 MILES TO A FORK.  BEAR RIGHT
 FM1040'AND CONTINUE STRAIGHT AHEAD AND GO 0.6 MILE TO A REVERSE
 FM1040'Y FROM THE LEFT.  CONTINUE STRAIGHT AHEAD ON THE MAIN ROAD
 FM1040'FOR 1.35 MILES TO A FORK.  BEAR LEFT AND CONTINUE WESTERLY
 FM1040'CROSSING SEVERAL CATTLE GUARD AND GO 4.5 MILES TO A ROAD
 FM1040'ON THE LEFT.  CONTINUE STRAIGHT AHEAD AND GO 0.7 MILE TO A
 FM1040'RANCH ON THE RIGHT.  CONTINUE WEST ON THE ROAD FOR 2.1
 FM1040'MILES TO A FORK (AT A SIGN BETWEEN ROADS AND A ROUND SHAPED
 FM1040'HILL ON THE LEFT).  BEAR LEFT AND CONTINUE WEST FOR 6.4
 FM1040'MILES TO A FORK AT A SIGN, DAN TRIGG RANCH TO THE LEFT,
 FM1040'STEVE TRIGG RANCH TO THE RIGHT.  BEAR RIGHT AND GO
 FM1040'NORTHWEST ON THE BLADED ROAD FOR 2.15 MILES TO A DEEP WASH.
 FM1040'CROSS THE WASH FOR CONTINUE ON THE ROAD FOR 0.6 MILE TO A
 FM1040'CATTLE GUARD.  CROSS THE CATTLE GUARD AND CONTINUE FOR 0.55
 FM1040'MILE TO A DIRT ROAD ON THE LEFT.  TURN LEFT, WEST, CROSSING
 FM1040'A CREEK BED AND GO 0.3 MILE TO A RAILROAD TRACK AND A
 FM1040'WIRE GATE JUST WEST OF THE RAILROAD TRACK (WIRE GATE IS
 FM1040'JUST EAST OF A WINDMILL).  PASS THROUGH THE WIRE GATE,
 FM1040'TURN RIGHT WITH A TRACK ROAD, THROUGH TALL WEEDS AND GO
 FM1040'NORTHERLY FOLLOWING OLD ROAD FOR 1 MILE TO A FORK (THERE
 FM1040'IS A GATE ON THE RIGHT FORK).  BEAR LEFT AND GO WESTERLY
 FM1040'ON A DIM TRACK ROAD THROUGH TALL SUNFLOWERS FOR 0.4
 FM1040'MILE TO WIRE GATE.  PASS THROUGH THE WIRE GATE AND CONTINUE
 FM1040'WEST ON THE ROAD THROUGH SUNFLOWERS FOR 2.05 MILE TO A GATE.
 FM1040'PASS THROUGH THE GATE AND CONTINUE ON AN OLD BLADED ROAD FOR
 FM1040'1.05 MILE TO A WINDMILL ON THE RIGHT.  CONTINUE PAST THE WINDMILL
 FM1040'(KEEPING TO THE SOUTH OF THE WINDMILL) AND GO ON A TRACK ROAD
 FM1040'FOR 1.0 MILE TO A DIM FORK.  BEAR LEFT AND GO SOUTHWEST,
 FM1040'UP OVER A RIDGE, ON A BLADED ROAD FOR 0.8 MILE TO A POND
 FM1040'ON THE LEFT.  CONTINUE PAST POND AND FOLLOW AN OLD ROAD FOR
 FM1040'0.4 MILE TO THE TOP OF A RIDGE.  CONTINUE ON THE OLD BLADED
 FM1040'ROAD SOUTHWEST AND SOUTH FOR 1.65 MILES TO A ROCKY WASH.  CROSS
 FM1040'THE WASH AND GO 0.05 MILE TO A ROAD ON THE LEFT LEADING
 FM1040'TO A WINDMILL.  CONTINUE STRAIGHT AHEAD, SOUTH, ON A BLADED
 FM1040'ROAD FOR 0.25 MILE TO ANOTHER WASH.  CROSS THE WASH AND
 FM1040'CONTINUE FOR 0.2 MILE TO ANOTHER WASH.  CROSS THE WASH AND
 FM1040'CONTINUE FOR 0.9 MILE TO A FORK.  BEAR RIGHT AND GO 0.35
 FM1040'MILE TO THE TOP OF A RIDGE AND THE AZIMUTH MARK ON THE
 FM1040'RIGHT.  CONTINUE SOUTH ON A TRACK ROAD FOR 0.4 MILE TO
 FM1040'WHERE THE ROAD CURVES SLIGHTLY TO THE LEFT AND A FENCE
 FM1040'STRAIGHT AHEAD, APPROXIMATELY 200 FEET SOUTH OF THE ROAD.
 FM1040'TURN SHARP RIGHT HERE, LEAVING THE ROAD AND GO
 FM1040'WEST-NORTHWEST ACROSS COUNTRY ALONG THE NORTH SIDE OF THE
 FM1040'FENCE FOR 1.0 MILE TO TOP OF A RIDGE AND THE STATION 10
 FM1040'FEET NORTHEAST OF A WIRE BRACE ON A POST ON THE LEFT.
 FM1040'
 FM1040'STATION MARK, A STANDARD DISK STAMPED CHICAL 1960, IS CEMENTED
 FM1040'IN A DRILL HOLE IN BEDROCK WHICH IS 8 INCHES BELOW THE SURFACE
 FM1040'OF THE GROUND.  IT IS 10 FEET NORTHEAST OF A FENCE AND 9.3
 FM1040'FEET EAST OF A METAL WITNESS POST.  THERE WAS NO UNDERGROUND
 FM1040'MARK SET.
 FM1040'
 FM1040'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED CHICAL NO 1 1960,
 FM1040'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.
 FM1040'IT IS 26 FEET NORTH OF THE FENCE.
 FM1040'
 FM1040'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED CHICAL NO 2 1960,
 FM1040'IS CEMENTED IN A DRILL HOLE IN A BOULDER WHICH IS FLUSH WITH
 FM1040'THE SURFACE OF THE GROUND.  IT IS 42.5 FEET NORTHWEST OF THE
 FM1040'METAL WITNESS POST AND 1.5 FEET NORTHEAST OF THE FENCE.
 FM1040'
 FM1040'AZIMUTH MARK, A STANDARD DISK STAMPED CHICAL 1960, IS SET
 FM1040'IN A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.  IT IS 11
 FM1040'FEET WEST OF THE CENTER OF THE BLADED ROAD AND 2 FEET SOUTH OF
 FM1040'A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1566 ***********************************************************************
 FO1566  DESIGNATION -  CHICO
 FO1566  PID         -  FO1566
 FO1566  STATE/COUNTY-  NM/SANDOVAL
 FO1566  USGS QUAD   -  ARROYO EMPEDRADO (1961)
 FO1566
 FO1566                         *CURRENT SURVEY CONTROL
 FO1566  ___________________________________________________________________
 FO1566* NAD 83(1992)-  35 38 05.43051(N)    107 12 21.23423(W)     ADJUSTED  
 FO1566* NAVD 88     -      1978.1    (meters)    6490.     (feet)  VERTCON   
 FO1566  ___________________________________________________________________
 FO1566  LAPLACE CORR-           1.09  (seconds)                    DEFLEC99
 FO1566  GEOID HEIGHT-         -20.41  (meters)                     GEOID03
 FO1566
 FO1566  HORZ ORDER  -  THIRD
 FO1566
 FO1566.The horizontal coordinates were established by classical geodetic methods
 FO1566.and adjusted by the National Geodetic Survey in December 1993..
 FO1566
 FO1566.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1566.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1566
 FO1566.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1566
 FO1566.The geoid height was determined by GEOID03.
 FO1566
 FO1566;                    North         East     Units Scale Factor Converg.
 FO1566;SPC NM C     -   514,421.374   413,424.460   MT  0.99999233   -0 33 25.0
 FO1566;SPC NM C     - 1,687,730.79  1,356,376.75   sFT  0.99999233   -0 33 25.0
 FO1566;SPC NM W     -   514,190.442   886,827.127   MT  0.99995645   +0 21 56.0
 FO1566;SPC NM W     - 1,686,973.14  2,909,532.00   sFT  0.99995645   +0 21 56.0
 FO1566;UTM  13      - 3,945,689.135   300,259.154   MT  1.00009166   -1 17 08.2
 FO1566
 FO1566!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1566!SPC NM C     -   0.99969283  x   0.99999233  =   0.99968516
 FO1566!SPC NM W     -   0.99969283  x   0.99995645  =   0.99964929
 FO1566!UTM  13      -   0.99969283  x   1.00009166  =   0.99978446
 FO1566
 FO1566|---------------------------------------------------------------------|
 FO1566| PID    Reference Object                     Distance      Geod. Az  |
 FO1566|                                                           dddmmss.s |
 FO1566| CD3238 CHICO RM 1                           10.650 METERS 06418     |
 FO1566| CD3237 CHICO AZ MK                                        2264404.0 |
 FO1566| CD3239 CHICO RM 2                            8.631 METERS 32144     |
 FO1566|---------------------------------------------------------------------|
 FO1566
 FO1566                          SUPERSEDED SURVEY CONTROL
 FO1566
 FO1566  NAD 83(1986)-  35 38 05.43235(N)    107 12 21.23644(W) AD(       ) 3
 FO1566  NAD 27      -  35 38 05.33300(N)    107 12 19.07460(W) AD(       ) 3
 FO1566  NGVD 29 (07/19/86) 1977.1    (m)         6487.     (f) VERT ANG       
 FO1566
 FO1566.Superseded values are not recommended for survey control.
 FO1566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1566.See file dsdata.txt to determine how the superseded data were derived.
 FO1566
 FO1566_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV0025945689(NAD 83)
 FO1566_MARKER: DS = TRIANGULATION STATION DISK
 FO1566_SETTING: 66 = SET IN ROCK OUTCROP
 FO1566
 FO1566  HISTORY     - Date     Condition        Report By
 FO1566  HISTORY     - 1958     MONUMENTED       CGS
 FO1566
 FO1566                          STATION DESCRIPTION
 FO1566
 FO1566'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RLE)
 FO1566'THE STATION IS LOCATED 11 MILES AIRLINE SOUTH-SOUTHEAST OF
 FO1566'THE TORREON TRADING POST, 9 MILES AIRLINE WEST-SOUTHWEST OF
 FO1566'SAN LUIS AND 1.5 MILES NORTHEAST OF THE CHICO ARROYO ON THE
 FO1566'HIGHEST POINT ON THE SOUTH EDGE OF AN EAST-WEST ROCK RIM
 FO1566'BLUFF LINE OF A MESA.  THE MARK IS 26 FEET SOUTHEAST OF A SMALL
 FO1566'CEDAR TREE AND 15 FEET NORTH OF THE EDGE OF THE MESA.  IT IS A
 FO1566'STANDARD STATION MARK DISK SET IN A DRILL HOLE IN THE BED
 FO1566'ROCK.  THE MARK IS STAMPED CHICO 1958.
 FO1566'
 FO1566'REFERENCE MARK NO. 1 IS 10 FEET SOUTH OF A DEAD CEDAR TREE
 FO1566'AND IS 1 FOOT LOWER IN ELEVATION THAN THE STATION.  IT IS A
 FO1566'STANDARD REFERENCE MARK DISK SET IN A DRILL HOLE IN BED ROCK.
 FO1566'IT IS STAMPED CHICO NO 1 1958.
 FO1566'
 FO1566'REFERENCE MARK NO. 2 IS 9 FEET NORTH OF THE EDGE OF THE MESA
 FO1566'AND 9 FEET SOUTHWEST OF A SMALL CEDAR TREE.  IT IS A STANDARD
 FO1566'REFERENCE MARK DISK SET IN A DRILL HOLE IN BED ROCK.  IT IS
 FO1566'STAMPED CHICO NO 2 1958.
 FO1566'
 FO1566'THE AZIMUTH MARK IS 38 FEET NORTH OF THE CENTER OF A TRACK ROAD,
 FO1566'4 FEET EAST OF THE NORTHEAST CORNER OF AN ADOBE HOUSE AND 1 FOOT
 FO1566'NORTHEAST OF A WHITE WITNESS POST.  IT IS A STANDARD AZIMUTH MARK
 FO1566'DISK BRAZED TO THE TOP OF A CAST IRON SOIL PIPE.  IT IS STAMPED
 FO1566'CHICO 1958.
 FO1566'
 FO1566'TO REACH THE STATION FROM THE LA VENTANA TRADING POST (ABOUT
 FO1566'15 MILES SOUTH OF CUBA) GO SOUTH ON STATE HIGHWAY 44 FOR 7.6
 FO1566'MILES TO A SIDE ROAD RIGHT.  TURN RIGHT, CROSSING A CATTLE
 FO1566'GUARD AND GO SOUTHWEST ON A GRADED ROAD FOR 7.8 MILES TO THE
 FO1566'CHURCH AND STORE IN THE SMALL VILLAGE OF SAN LUIS.  CONTINUE
 FO1566'AHEAD SOUTH AND SOUTHWEST AND GO 1.2 MILES TO A SIDE ROAD
 FO1566'RIGHT JUST AFTER CROSSING A BRIDGE.  CONTINUE AHEAD ON THE
 FO1566'GRADED ROAD, CROSSING A CATTLE GUARD AND GO 1.45 MILES TO A
 FO1566'POINT WHERE A PIPE LINE CROSSES THE ROAD.  CONTINUE AHEAD,
 FO1566'SOUTHWEST AND GO 1.5 MILES TO AN ADOBE HOUSE AND A CORRAL
 FO1566'ON THE RIGHT.  CONTINUE AHEAD ON THE MAIN TRAVELED ROAD,
 FO1566'SOUTH THEN WEST AND GO 0.7 MILE TO A FORK.  TAKE THE
 FO1566'RIGHT FORK, WEST AND GO 1.5 MILES TO A CATTLE GUARD.
 FO1566'CONTINUE AHEAD, WEST, AND GO 2.2 MILES TO A WIRE GATE.
 FO1566'PASS THROUGH THE GATE AND GO 1.3 MILES TO A FORK.  TAKE
 FO1566'THE RIGHT FORK, WEST AND GO 0.6 MILE TO A WIRE GATE.
 FO1566'CONTINUE AHEAD AND GO 0.7 MILE TO A FORK.  TAKE THE RIGHT
 FO1566'FORK AND GO 0.1 MILE TO THE AZIMUTH MARK ON THE RIGHT
 FO1566'NEAR THE NORTHEAST CORNER OF AN ABANDONED ADOBE HOUSE AS
 FO1566'DESCRIBED.  FROM THE AZIMUTH MARK CONTINUE AHEAD,
 FO1566'NORTHWEST ON THE TRACK ROAD AND GO 1.2 MILES TO A WIRE GATE.
 FO1566'PASS THROUGH THE GATE AND GO 0.3 MILE, THENCE TURN RIGHT ACROSS
 FO1566'COUNTRY AND GO 0.7 MILE TO A WIRE GATE.  PASS THROUGH THE
 FO1566'WIRE GATE AND GO 0.3 MILE, THENCE TURN RIGHT ACROSS COUNTRY
 FO1566'AND GO 0.7 MILE TO A WIRE GATE.  PASS THROUGH THE WIRE GATE
 FO1566'AND GO EASTERLY UP THE CANYON AND GO 0.45 MILE TO A POINT WHERE
 FO1566'THE CANYON FORKS.  TAKE THE EXTREME RIGHT FORK, SOUTH AND GO
 FO1566'0.45 MILE TO A FORK IN THE CANYON.  TAKE THE LEFT FORK, EAST
 FO1566'AND GO 0.2 MILE TO THE END OF TRUCK TRAVEL.  FROM THE END
 FO1566'OF TRUCK TRAVEL PACK EAST UP THE HILL TO A FENCE.  CROSS THE
 FO1566'FENCE AND GO ALONG THE EDGE OF THE RIM TO THE HIGHEST POINT
 FO1566'ALONG THE BLUFF AND THE STATION AS DESCRIBED.  PACKING
 FO1566'TIME REQUIRED IS 15 MINUTES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0581 ***********************************************************************
 FN0581  DESIGNATION -  CHICO
 FN0581  PID         -  FN0581
 FN0581  STATE/COUNTY-  NM/GUADALUPE
 FN0581  USGS QUAD   -  MESA PALO AMARILLO (1963)
 FN0581
 FN0581                         *CURRENT SURVEY CONTROL
 FN0581  ___________________________________________________________________
 FN0581* NAD 83(1992)-  35 04 06.22500(N)    105 09 51.12463(W)     ADJUSTED  
 FN0581* NAVD 88     -      1800.3    (meters)    5906.     (feet)  VERTCON   
 FN0581  ___________________________________________________________________
 FN0581  LAPLACE CORR-          -5.23  (seconds)                    DEFLEC99
 FN0581  GEOID HEIGHT-         -20.66  (meters)                     GEOID03
 FN0581
 FN0581  HORZ ORDER  -  FIRST
 FN0581
 FN0581.The horizontal coordinates were established by classical geodetic methods
 FN0581.and adjusted by the National Geodetic Survey in December 1993..
 FN0581
 FN0581.The NAVD 88 height was computed by applying the VERTCON shift value to
 FN0581.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FN0581
 FN0581.The Laplace correction was computed from DEFLEC99 derived deflections.
 FN0581
 FN0581.The geoid height was determined by GEOID03.
 FN0581
 FN0581;                    North         East     Units Scale Factor Converg.
 FN0581;SPC NM E     -   451,481.178    89,220.732   MT  0.99997984   -0 28 38.6
 FN0581;SPC NM E     - 1,481,234.50    292,718.35   sFT  0.99997984   -0 28 38.6
 FN0581;UTM  13      - 3,880,640.271   485,028.833   MT  0.99960276   -0 05 39.6
 FN0581
 FN0581!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FN0581!SPC NM E     -   0.99972073  x   0.99997984  =   0.99970058
 FN0581!UTM  13      -   0.99972073  x   0.99960276  =   0.99932360
 FN0581
 FN0581:                Primary Azimuth Mark                     Grid Az
 FN0581:SPC NM E     -  CHICO AZ MK                              073 27 04.2
 FN0581:UTM  13      -  CHICO AZ MK                              073 04 05.2
 FN0581
 FN0581|---------------------------------------------------------------------|
 FN0581| PID    Reference Object                     Distance      Geod. Az  |
 FN0581|                                                           dddmmss.s |
 FN0581| CJ6883 CHICO AZ MK                                        0725825.6 |
 FN0581| CJ6884 CHICO RM 1                           13.696 METERS 22530     |
 FN0581| FN0583 AMARILLO ALBUQUERQUE AWY BN 77      APPROX.20.2 KM 2830641.0 |
 FN0581| CJ6885 CHICO RM 2                           22.710 METERS 29136     |
 FN0581|---------------------------------------------------------------------|
 FN0581
 FN0581                          SUPERSEDED SURVEY CONTROL
 FN0581
 FN0581  NAD 83(1986)-  35 04 06.23199(N)    105 09 51.12286(W) AD(       ) 1
 FN0581  NAD 27      -  35 04 06.03940(N)    105 09 49.11640(W) AD(       ) 1
 FN0581  NGVD 29 (07/19/86) 1799.5    (m)         5904.     (f) VERT ANG       
 FN0581
 FN0581.Superseded values are not recommended for survey control.
 FN0581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0581.See file dsdata.txt to determine how the superseded data were derived.
 FN0581
 FN0581_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDU8502980640(NAD 83)
 FN0581_MARKER: DS = TRIANGULATION STATION DISK
 FN0581_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FN0581
 FN0581  HISTORY     - Date     Condition        Report By
 FN0581  HISTORY     - 1949     MONUMENTED       CGS
 FN0581  HISTORY     - 1972     GOOD             NGS
 FN0581
 FN0581                          STATION DESCRIPTION
 FN0581
 FN0581'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (DHK)
 FN0581'THE STATION IS LOCATED ABOUT 9.5 MILES SOUTH-SOUTHWEST OF DILIA
 FN0581'ON A SPARSELY TIMBERED AND GRASSY BENCH.  THE STATION MARK
 FN0581'PROJECTS 6 INCHES, IS SET ON THE SOUTHEAST END OF THE BENCH
 FN0581'15 FEET EAST OF A WHITE WITNESS POST.  IT IS STAMPED, CHICO 1949.
 FN0581'
 FN0581'REFERENCE MARK NO. 1 PROJECTS 6 INCHES IS ABOUT THE SAME
 FN0581'ELEVATION AS THE STATION MARK AND IS STAMPED, CHICO NO 1 1949.
 FN0581'
 FN0581'REFERENCE MARK NO. 2 PROJECTS 6 INCHES, IS ABOUT THE SAME
 FN0581'ELEVATION AS THE STATION MARK AND IS STAMPED, CHICO NO 2 1949.
 FN0581'
 FN0581'THE AZIMUTH MARK PROJECTS 6 INCHES, IS SET 25 FEET WEST OF A
 FN0581'FENCE CORNER, 8 FEET WEST OF A TRACK ROAD AND 5 FEET EAST OF A
 FN0581'WHITE WITNESS POST.  IT IS STAMPED, CHICO 1949.
 FN0581'
 FN0581'TO REACH THE STATION FROM DILIA.  GO SOUTHERLY ON U.S. HIGHWAY
 FN0581'84 FOR 1.7 MILES TO THE PECOS RIVER BRIDGE.  CONTINUE SOUTHERLY
 FN0581'0.15 MILE TO A ROAD RIGHT AT A CATTLE GUARD AND SIGN ANTON CHICO
 FN0581'AIRPORT 3 MILE WEST.  TURN RIGHT, GO WESTERLY 1.25 MILES TO A
 FN0581'CROSSROAD.  CONTINUE STRAIGHT AHEAD 1.2 MILES TO A ROAD RIGHT.
 FN0581'TURN RIGHT, GO 0.35 MILE TO A BLADED ROAD.  TURN RIGHT, GO
 FN0581'0.4 MILE TO A ROAD LEFT AT A FENCE CORNER.  TURN LEFT, GO 0.5
 FN0581'MILE TO A FENCE CORNER.  TURN LEFT, GO 1.3 MILE TO A GATE.
 FN0581'PASS THROUGH GATE, GO 0.9 MILE TO A FORK.  TURN LEFT, GO 2.0
 FN0581'MILE TO A FORK.  TURN RIGHT, GO 0.2 MILE TO A ROAD LEFT.  TURN
 FN0581'LEFT, GO SOUTHERLY 2.5 MILES TO AZIMUTH MARK ON RIGHT.
 FN0581'CONTINUE SOUTHERLY ON ROAD 0.2 MILE, THEN TURN RIGHT AND
 FN0581'GO WESTERLY UP SLOPE 0.2 MILE TO TOP OF BENCH AND STATION.
 FN0581'A DRIVE STATION.
 FN0581
 FN0581                          STATION RECOVERY (1972)
 FN0581
 FN0581'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (CWW)
 FN0581'STATION AND MARKS WERE RECOVERED IN GOOD CONDITION.
 FN0581'
 FN0581'A REVISED DESCRIPTION FOLLOWS--
 FN0581'
 FN0581'TO REACH THE STATION FROM DILIA.  GO SOUTHERLY ON U.S. 84 FOR
 FN0581'1.7 MILES TO THE PECOS RIVER BRIDGE.  CONTINUE SOUTHERLY 0.15
 FN0581'MILES TO A ROAD RIGHT AT A CATTLE GUARD AND SIGN ANTON CHICO
 FN0581'AIRPORT 3 MILES WEST.  TURN RIGHT, GO WESTERLY 1.25 MILES TO A
 FN0581'CROSSROAD.  CONTINUE STRAIGHT AHEAD 1.2 MILES TO A ROAD RIGHT.
 FN0581'TURN RIGHT, GO 0.35 MILES TO A BLADED ROAD.  TURN RIGHT, GO 0.4
 FN0581'MILES TO A ROAD LEFT AT A FENCE CORNER.  TURN LEFT, GO 0.5
 FN0581'MILES TO A FENCE CORNER.  TURN LEFT, GO 1.3 MILES TO A GATE.
 FN0581'PASS THROUGH GATE, GO 1.1 MILES TO A FORK.  STAY LEFT, 0.2
 FN0581'MILES TO A GATE.  CONTINUE STRAIGHT AHEAD 0.55 MILES TO A GATE.
 FN0581'GO 0.40 MILES TO A FENCE CORNER.  CONTINUE 0.15 MILES TO A
 FN0581'FORK, TAKE RIGHT FORK 0.90 MILES AROUND A BEND TO A GATE.
 FN0581'TURN LEFT AND FOLLOW ROAD PASSING ALONG SIDE A STOCK POND.
 FN0581'FOLLOW ROAD 0.8 MILES ALONG VERY DIM ROAD TO THE AZIMUTH
 FN0581'MARK.  CONTINUE 0.1 MILES TO A FENCE CORNER, THEN 0.4 MILES
 FN0581'IN A NORTHERLY DIRECTION TO A GATE.  TURN RIGHT AND
 FN0581'TRAVEL 0.3 MILES CROSS-COUNTRY TO THE STATION.  A DRIVE STATION.
 FN0581'
 FN0581'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--9.5 MILES
 FN0581'SOUTH-SOUTHWEST OF DILIA
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0832 ***********************************************************************
 CW0832  DESIGNATION -  CHILDERS
 CW0832  PID         -  CW0832
 CW0832  STATE/COUNTY-  NM/CHAVES
 CW0832  USGS QUAD   -  SOUTH TAYLOR TANK (1978)
 CW0832
 CW0832                         *CURRENT SURVEY CONTROL
 CW0832  ___________________________________________________________________
 CW0832* NAD 83(1992)-  32 32 17.73016(N)    104 59 48.24892(W)     ADJUSTED  
 CW0832* NAVD 88     -      1826.     (meters)    5991.     (feet)  SCALED    
 CW0832  ___________________________________________________________________
 CW0832  LAPLACE CORR-          -5.15  (seconds)                    DEFLEC99
 CW0832  GEOID HEIGHT-         -21.77  (meters)                     GEOID03
 CW0832
 CW0832  HORZ ORDER  -  THIRD
 CW0832
 CW0832.The horizontal coordinates were established by classical geodetic methods
 CW0832.and adjusted by the National Geodetic Survey in December 1993..
 CW0832
 CW0832.The orthometric height was scaled from a topographic map.
 CW0832
 CW0832.The Laplace correction was computed from DEFLEC99 derived deflections.
 CW0832
 CW0832.The geoid height was determined by GEOID03.
 CW0832
 CW0832;                    North         East     Units Scale Factor Converg.
 CW0832;SPC NM E     -   170,744.939   102,687.067   MT  0.99995696   -0 21 24.6
 CW0832;SPC NM E     -   560,185.69    336,899.15   sFT  0.99995696   -0 21 24.6
 CW0832;SPC NM C     -   171,241.906   617,720.034   MT  1.00007083   +0 40 27.0
 CW0832;SPC NM C     -   561,816.15  2,026,636.48   sFT  1.00007083   +0 40 27.0
 CW0832;UTM  13      - 3,600,100.120   500,306.505   MT  0.99960000   +0 00 06.3
 CW0832
 CW0832!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CW0832!SPC NM E     -   0.99971685  x   0.99995696  =   0.99967382
 CW0832!SPC NM C     -   0.99971685  x   1.00007083  =   0.99978766
 CW0832!UTM  13      -   0.99971685  x   0.99960000  =   0.99931696
 CW0832
 CW0832:                Primary Azimuth Mark                     Grid Az
 CW0832:SPC NM E     -  PRUDE                                    248 29 24.0
 CW0832:SPC NM C     -  PRUDE                                    247 27 32.4
 CW0832:UTM  13      -  PRUDE                                    248 07 53.1
 CW0832
 CW0832|---------------------------------------------------------------------|
 CW0832| PID    Reference Object                     Distance      Geod. Az  |
 CW0832|                                                           dddmmss.s |
 CW0832| CW0879 PRUDE                               APPROX.13.1 KM 2480759.4 |
 CW0832|---------------------------------------------------------------------|
 CW0832
 CW0832                          SUPERSEDED SURVEY CONTROL
 CW0832
 CW0832  NAD 83(1986)-  32 32 17.73551(N)    104 59 48.24713(W) AD(       ) 3
 CW0832  NAD 27      -  32 32 17.33859(N)    104 59 46.37852(W) AD(       ) 3
 CW0832
 CW0832.Superseded values are not recommended for survey control.
 CW0832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0832.See file dsdata.txt to determine how the superseded data were derived.
 CW0832
 CW0832_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES0030700100(NAD 83)
 CW0832
 CW0832  HISTORY     - Date     Condition        Report By
 CW0832  HISTORY     - UNK      MONUMENTED       USGS
 CW0832  HISTORY     - 1963     GOOD             USGS
 CW0832
 CW0832                          STATION DESCRIPTION
 CW0832
 CW0832'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 CW0832'NEAR OTERO AND EDDY COUNTY LINE, ON EASTERN SLOPE OF GUADALUPE
 CW0832'MOUNTAINS, ON LAST HIGH RIDGE ON THIS SLOPE, 5 MI. NE. OF THE
 CW0832'SARGENT TANK (PRUDE BROS. RANGE), 7 MI. W. OF CHILDERS RANCH
 CW0832'HOUSE AND WELLS, ON N. SIDE OF CROOKED CREEK, A BRANCH OF SEVEN
 CW0832'RIVERS 1 MI. E. OF CHILDERS AND (BOB) WARES EARTH TANK ON ABOVE
 CW0832'CREEK.  THE RIDGE ON WHICH STATION IS SITUATED IS BARE EXCEPT A
 CW0832'FEW SCATTERED PINON AND JUNIPER TREES AND HAS THREE DISTINCT
 CW0832'POINTS OR PEAKS, THE STATION BEING ON THE MIDDLE AND HIGHEST ONE.
 CW0832'THERE IS A WAGON RD. IN CROOKED CREEK CANYON FROM HOPE AND
 CW0832'LAKEWOOD, NEW MEXICO, TO SARGENT TANK.
 CW0832'
 CW0832'TO REACH STATION, LEAVE THIS HOUSE RD. AT A POINT ABOUT 2 MI. E. OF
 CW0832'CHILDERS WARES TANK AND TAKE LOW SLOPING RIDGE N. TO STATION.  LIVE
 CW0832'JUNIPER TREE WITH BRANCHES ADDED AND BRACED WITH WIRE GUYS AND POLES
 CW0832'ON THE N. SLOPE OF PEAK, 89.50 FT. W. OF STATION.
 CW0832'
 CW0832'RECOVERED AND REVISED AS FOLLOWS
 CW0832'
 CW0832'STATION LOCATED ABOUT 1 MI. N. OF THE OTERO-CHAVES COUNTY LINE ON THE
 CW0832'LAST HIGH RIDGE BETWEEN SARGENT CANYON AND CROOKED CANYON.  THE
 CW0832'STATION MARK IS ABOUT 50 FT. N. OF AN E-W. FENCE LINE, THE SIGNAL
 CW0832'TREE AS DESCRIBED IS STILL STANDING.
 CW0832'
 CW0832'STATION MARK--BRONZE TABLET, CEMENTED IN LARGE FLAT LEDGE ON EASTERN
 CW0832'SLOPE OF PEAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0805 ***********************************************************************
 CW0805  DESIGNATION -  CHILE
 CW0805  PID         -  CW0805
 CW0805  STATE/COUNTY-  NM/OTERO
 CW0805  USGS QUAD   -  LA PALOMA CANYON (1979)
 CW0805
 CW0805                         *CURRENT SURVEY CONTROL
 CW0805  ___________________________________________________________________
 CW0805* NAD 83(1992)-  32 08 30.68501(N)    104 59 41.00456(W)     ADJUSTED  
 CW0805* NAVD 88     -      1655.     (meters)    5430.     (feet)  SCALED    
 CW0805  ___________________________________________________________________
 CW0805  LAPLACE CORR-           4.99  (seconds)                    DEFLEC99
 CW0805  GEOID HEIGHT-         -22.30  (meters)                     GEOID03
 CW0805
 CW0805  HORZ ORDER  -  FIRST
 CW0805
 CW0805.The horizontal coordinates were established by classical geodetic methods
 CW0805.and adjusted by the National Geodetic Survey in December 1993..
 CW0805
 CW0805.The orthometric height was scaled from a topographic map.
 CW0805
 CW0805.The Laplace correction was computed from DEFLEC99 derived deflections.
 CW0805
 CW0805.The geoid height was determined by GEOID03.
 CW0805
 CW0805;                    North         East     Units Scale Factor Converg.
 CW0805;SPC NM C     -   127,285.924   618,424.334   MT  1.00007290   +0 40 04.5
 CW0805;SPC NM C     -   417,603.90  2,028,947.17   sFT  1.00007290   +0 40 04.5
 CW0805;SPC NM E     -   126,788.441   102,604.647   MT  0.99995709   -0 21 06.8
 CW0805;SPC NM E     -   415,971.74    336,628.75   sFT  0.99995709   -0 21 06.8
 CW0805;UTM  13      - 3,556,159.654   500,497.626   MT  0.99960000   +0 00 10.1
 CW0805
 CW0805!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CW0805!SPC NM C     -   0.99974377  x   1.00007290  =   0.99981665
 CW0805!SPC NM E     -   0.99974377  x   0.99995709  =   0.99970087
 CW0805!UTM  13      -   0.99974377  x   0.99960000  =   0.99934387
 CW0805
 CW0805|---------------------------------------------------------------------|
 CW0805| PID    Reference Object                     Distance      Geod. Az  |
 CW0805|                                                           dddmmss.s |
 CW0805| CH8597 CHILE RM 1                            4.925 METERS 17639     |
 CW0805| CH8596 CHILE AZ MK                                        2671717.5 |
 CW0805| CH8598 CHILE RM 2                            4.039 METERS 28920     |
 CW0805|---------------------------------------------------------------------|
 CW0805
 CW0805                          SUPERSEDED SURVEY CONTROL
 CW0805
 CW0805  NAD 83(1986)-  32 08 30.68701(N)    104 59 41.00330(W) AD(       ) 1
 CW0805  NAD 27      -  32 08 30.29500(N)    104 59 39.16800(W) AD(       ) 1
 CW0805
 CW0805.Superseded values are not recommended for survey control.
 CW0805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0805.See file dsdata.txt to determine how the superseded data were derived.
 CW0805
 CW0805_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SER0049856160(NAD 83)
 CW0805_MARKER: DS = TRIANGULATION STATION DISK
 CW0805_SETTING: 80 = SET IN A BOULDER
 CW0805_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 CW0805
 CW0805  HISTORY     - Date     Condition        Report By
 CW0805  HISTORY     - 1943     MONUMENTED       CGS
 CW0805
 CW0805                          STATION DESCRIPTION
 CW0805
 CW0805'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (EHB)
 CW0805'STATION IS LOCATED ON THE HIGH SUMMIT OF THE FIRST RANGE OF
 CW0805'HILLS E OF THE N END OF SALT FLAT, 19 MILES NW OF GUADALUPE PEAK
 CW0805'(AIRLINE), AND 9.5 MILES N OF THE NEW MEXICO-TEXAS STATE BOUNDARY
 CW0805'LINE.
 CW0805'
 CW0805'STATION IS LOCATED ON THE HIGHEST POINT IN A PROMINENT RANGE
 CW0805'OF HILLS.  A BRONZE STATION DISK SET IN A BOULDER FLUSH WITH THE
 CW0805'GROUND.  STAMPED CHILE 1943.
 CW0805'
 CW0805'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN BEDROCK
 CW0805'FLUSH WITH THE GROUND.  STAMPED CHILE NO 1 1943.
 CW0805'
 CW0805'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A DRILL HOLE
 CW0805'IN BEDROCK FLUSH WITH THE GROUND.  STAMPED CHILE NO 2 1943.
 CW0805'
 CW0805'AZIMUTH MARK IS 0.2 MILE W OF THE STATION ON A KNOLL ON THE
 CW0805'CREST OF THE MAIN RIDGE.  A BRONZE AZIMUTH DISK SET IN A DRILL
 CW0805'HOLE IN A ROCK LEDGE FLUSH WITH THE GROUND.  STAMPED CHILE 1943.
 CW0805'
 CW0805'TO REACH FROM THE SALT FLAT SERVICE STATION, WHICH IS ABOUT
 CW0805'85 MILES NE OF EL PASO, TEXAS, ON U.S. HIGHWAY 62, GO E ON ROUTE
 CW0805'62 FOR 7.4 MILES TO A ROAD LEFT, OR N, AND A CATTLE GUARD IN THE
 CW0805'N FENCE.  TURN LEFT THROUGH CATTLE GUARD AND GO N ON GRADED ROAD
 CW0805'FOR 11.1 MILES TO FORKS.  TAKE LEFT FORK FOR 1.9 MILES TO ANOTHER
 CW0805'FORK.  TAKE RIGHT FORK FOR 5.6 MILES TO STATE LINE BOUNDARY
 CW0805'FENCE.  PASS THROUGH GATE AT BOUNDARY FENCE AND CONTINUE ON
 CW0805'MAIN-TRAVELED ROAD FOR 1.0 MILE TO CROSSROADS.  CONTINUE
 CW0805'STRAIGHT AHEAD ON MAIN-TRAVELED ROAD FOR 2.7 MILES TO A
 CW0805'FORK.  TAKE LEFT FORK FOR 1.8 MILES TO INTERSECTION WITH GRADED
 CW0805'ROAD.  TURN RIGHT ON GRADED ROAD FOR 1.5 MILES TO RANCH HOUSE.
 CW0805'PASS TO THE LEFT OF RANCH HOUSE AND CONTINUE ON GRADED ROAD FOR
 CW0805'0.6 MILE TO A CATTLE GUARD.  PASS THROUGH CATTLE GUARD TO
 CW0805'FORKS JUST BEYOND.  TAKE RIGHT FORK FOR 1.7 MILES TO A SCHOOL
 CW0805'BUILDING.  PASS TO THE LEFT, W, OF SCHOOL BUILDING AND
 CW0805'CONTINUE ON MAIN-TRAVELED ROAD FOR 0.2 MILE TO A FENCE AND
 CW0805'CROSSROADS.  PASS THROUGH CATTLE GUARD IN FENCE AND CONTINUE
 CW0805'STRAIGHT AT CROSSROADS FOR 0.5 MILE TO FORKS.  TAKE RIGHT
 CW0805'FORK FOR 1.1 MILES TO A GATE AT THE KITCHEN RANCH.  PASS
 CW0805'THROUGH GATE AND TO THE LEFT AND AROUND RANCH HOUSE, PASSING
 CW0805'AROUND A DIRT TANK ON THE E SIDE OF HOUSE AND FOLLOW A FENCE FOR
 CW0805'0.9 MILE IN A SE DIRECTION TO A GATE.  PASS THROUGH WIRE GATE AND
 CW0805'CONTINUE ON TRACK ROAD FOR 0.7 MILE TO A GATE ON THE LEFT IN A
 CW0805'N-S FENCELINE.  TURN LEFT THROUGH GATE AND FOLLOW DIM TRACK ROAD
 CW0805'FOR 2.3 MILES IN A NE DIRECTION TO THE END OF TRUCK TRAVEL IN A
 CW0805'LARGE WASH.  FROM THE END OF TRUCK TRAVEL, CONTINUE ON FOOT UP
 CW0805'WASH TO A POINT ABOUT 0.1 MILE BELOW THE HEAD OF WASH.  TURN
 CW0805'LEFT OUT OF WASH AND FOLLOW CREST OF A ROCKY RIDGE TO SUMMIT OF
 CW0805'RIM.  AT THIS POINT STATION IS LOCATED ACROSS CANYON IN A NE
 CW0805'DIRECTION ON MOST PROMINENT POINT.  FROM THE SUMMIT OF RIM BEAR TO
 CW0805'THE LEFT AND THEN TO THE RIGHT ALONG THE CREST OF THE MAIN RIDGE
 CW0805'TO THE TOP AND STATION.
 CW0805'
 CW0805'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0704 ***********************************************************************
 EQ0704  DESIGNATION -  CHILILI
 EQ0704  PID         -  EQ0704
 EQ0704  STATE/COUNTY-  NM/BERNALILLO
 EQ0704  USGS QUAD   -  ESCABOSA (1995)
 EQ0704
 EQ0704                         *CURRENT SURVEY CONTROL
 EQ0704  ___________________________________________________________________
 EQ0704* NAD 83(1992)-  34 54 04.64722(N)    106 17 48.59764(W)     ADJUSTED  
 EQ0704* NAVD 88     -      2331.4    (meters)    7649.     (feet)  VERTCON   
 EQ0704  ___________________________________________________________________
 EQ0704  LAPLACE CORR-           0.64  (seconds)                    DEFLEC99
 EQ0704  GEOID HEIGHT-         -19.40  (meters)                     GEOID03
 EQ0704
 EQ0704  HORZ ORDER  -  THIRD
 EQ0704
 EQ0704.The horizontal coordinates were established by classical geodetic methods
 EQ0704.and adjusted by the National Geodetic Survey in December 1993..
 EQ0704
 EQ0704.The NAVD 88 height was computed by applying the VERTCON shift value to
 EQ0704.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EQ0704
 EQ0704.The Laplace correction was computed from DEFLEC99 derived deflections.
 EQ0704
 EQ0704.The geoid height was determined by GEOID03.
 EQ0704
 EQ0704;                    North         East     Units Scale Factor Converg.
 EQ0704;SPC NM C     -   432,625.557   495,720.031   MT  0.99990023   -0 01 36.5
 EQ0704;SPC NM C     - 1,419,372.35  1,626,374.80   sFT  0.99990023   -0 01 36.5
 EQ0704;UTM  13      - 3,862,863.970   381,516.415   MT  0.99977302   -0 44 31.5
 EQ0704
 EQ0704!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EQ0704!SPC NM C     -   0.99963722  x   0.99990023  =   0.99953748
 EQ0704!UTM  13      -   0.99963722  x   0.99977302  =   0.99941032
 EQ0704
 EQ0704:                Primary Azimuth Mark                     Grid Az
 EQ0704:SPC NM C     -  GRANT                                    167 58 32.8
 EQ0704:UTM  13      -  GRANT                                    168 41 27.8
 EQ0704
 EQ0704|---------------------------------------------------------------------|
 EQ0704| PID    Reference Object                     Distance      Geod. Az  |
 EQ0704|                                                           dddmmss.s |
 EQ0704| EQ0707 GRANT                               APPROX. 5.2 KM 1675656.3 |
 EQ0704|---------------------------------------------------------------------|
 EQ0704
 EQ0704                          SUPERSEDED SURVEY CONTROL
 EQ0704
 EQ0704  NAD 83(1986)-  34 54 04.65352(N)    106 17 48.59763(W) AD(       ) 3
 EQ0704  NAD 27      -  34 54 04.45904(N)    106 17 46.54282(W) AD(       ) 3
 EQ0704  NGVD 29 (07/19/86) 2330.5    (m)         7646.     (f) VERT ANG       
 EQ0704
 EQ0704.Superseded values are not recommended for survey control.
 EQ0704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0704.See file dsdata.txt to determine how the superseded data were derived.
 EQ0704
 EQ0704_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU8151662864(NAD 83)
 EQ0704_MARKER: DD = SURVEY DISK
 EQ0704_SETTING: 66 = SET IN ROCK OUTCROP
 EQ0704_SP_SET: SET IN ROCK OUTCROP
 EQ0704_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EQ0704+STABILITY: POSITION/ELEVATION WELL
 EQ0704
 EQ0704  HISTORY     - Date     Condition        Report By
 EQ0704  HISTORY     - 1952     MONUMENTED       USGS
 EQ0704
 EQ0704                          STATION DESCRIPTION
 EQ0704
 EQ0704'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 EQ0704'STATION IS LOCATED ABOUT 3 MI. NW. OF CHILILI AND ABOUT 1 MI. SW. OF
 EQ0704'ESCOBOSA.
 EQ0704'
 EQ0704'TO REACH STATION FROM CHURCH IN CHILILI, NEW MEXICO, TRAVEL NW. ALONG
 EQ0704'STATE HIGHWAY 10 FOR 2.75 MI. TO TOP OF A HILL.  TURN LEFT ONTO DIRT
 EQ0704'RD. AND GO 0.2 MI. TO A RD. FORK.  TAKE LEFT FORK FOR 0.1 MI. TO
 EQ0704'ANOTHER RD. FORK.  TAKE RIGHT FORK ON MAIN TRAVELED RD. FOR 0.55 MI.
 EQ0704'TAKE RIGHT FORK STRAIGHT AHEAD FOR 0.3 MI. TO RD. FORK.  TAKE RIGHT
 EQ0704'FORK FOR 0.35 MI.  STATION IS ON TOP OF HILL TO THE N. AND ABOUT A 2
 EQ0704'MINUTE WALK.
 EQ0704'
 EQ0704'STATION MARK--STANDARD TABLET, SET IN ROCK OUTCROP, AND STAMPED
 EQ0704'---CHILILI 1952---.
 EQ0704'
 EQ0704'REFERENCE MARK NO. 1--STANDARD TABLET, SET IN A ROCK OUTCROP, 55.75
 EQ0704'FT. SE. OF STATION, AND STAMPED ---REFERENCE MARK NO. 1 CHILILI
 EQ0704'1952---, S 23 DEG 52 MIN W.
 EQ0704'
 EQ0704'REFERENCE MARK NO. 2--STANDARD TABLET, SET IN ROCK OUTCROP, 13.35
 EQ0704'FT. W. OF STATION, AND STAMPED ---REFERENCE MARK NO. 2 CHILILI
 EQ0704'1952---, S 89 DEG 41 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0731 ***********************************************************************
 FN0731  DESIGNATION -  CHIMAYO
 FN0731  PID         -  FN0731
 FN0731  STATE/COUNTY-  NM/SANTA FE
 FN0731  USGS QUAD   -  CUNDIYO (1993)
 FN0731
 FN0731                         *CURRENT SURVEY CONTROL
 FN0731  ___________________________________________________________________
 FN0731* NAD 83(1992)-  35 59 51.66429(N)    105 59 43.76002(W)     ADJUSTED  
 FN0731* NAVD 88     -      1827.4    (meters)    5995.     (feet)  VERTCON   
 FN0731  ___________________________________________________________________
 FN0731  LAPLACE CORR-           9.88  (seconds)                    DEFLEC99
 FN0731  GEOID HEIGHT-         -18.71  (meters)                     GEOID03
 FN0731
 FN0731  HORZ ORDER  -  THIRD
 FN0731
 FN0731.The horizontal coordinates were established by classical geodetic methods
 FN0731.and adjusted by the National Geodetic Survey in December 1993..
 FN0731
 FN0731.The NAVD 88 height was computed by applying the VERTCON shift value to
 FN0731.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FN0731
 FN0731.The Laplace correction was computed from DEFLEC99 derived deflections.
 FN0731
 FN0731.The geoid height was determined by GEOID03.
 FN0731
 FN0731;                    North         East     Units Scale Factor Converg.
 FN0731;SPC NM C     -   554,285.947   522,946.059   MT  0.99990649   +0 08 58.5
 FN0731;SPC NM C     - 1,818,519.81  1,715,698.86   sFT  0.99990649   +0 08 58.5
 FN0731;UTM  13      - 3,984,149.794   410,274.922   MT  0.99969920   -0 35 06.5
 FN0731
 FN0731!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FN0731!SPC NM C     -   0.99971621  x   0.99990649  =   0.99962272
 FN0731!UTM  13      -   0.99971621  x   0.99969920  =   0.99941549
 FN0731
 FN0731|---------------------------------------------------------------------|
 FN0731| PID    Reference Object                     Distance      Geod. Az  |
 FN0731|                                                           dddmmss.s |
 FN0731| CJ6890 CHIMAYO RM 1                          7.422 METERS 03522     |
 FN0731| FN0732 T20N R9E SEC 4 MC 40 SCG             11.310 METERS 17539     |
 FN0731| CJ6889 CHIMAYO AZ MK                                      2363103.7 |
 FN0731| CJ6891 CHIMAYO RM 2                          6.399 METERS 30822     |
 FN0731|---------------------------------------------------------------------|
 FN0731
 FN0731                          SUPERSEDED SURVEY CONTROL
 FN0731
 FN0731  NAD 83(1986)-  35 59 51.66785(N)    105 59 43.76461(W) AD(       ) 3
 FN0731  NAD 27      -  35 59 51.58250(N)    105 59 41.68440(W) AD(       ) 3
 FN0731  NGVD 29 (07/19/86) 1826.4    (m)         5992.     (f) VERT ANG       
 FN0731
 FN0731.Superseded values are not recommended for survey control.
 FN0731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0731.See file dsdata.txt to determine how the superseded data were derived.
 FN0731
 FN0731_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV1027584150(NAD 83)
 FN0731_MARKER: DS = TRIANGULATION STATION DISK
 FN0731_SETTING: 0 = UNSPECIFIED SETTING
 FN0731
 FN0731  HISTORY     - Date     Condition        Report By
 FN0731  HISTORY     - 1954     MONUMENTED       CGS
 FN0731
 FN0731                          STATION DESCRIPTION
 FN0731
 FN0731'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (WRH)
 FN0731'THE STATION IS LOCATED, AIRLINE, ABOUT 5-1/4 MILES EAST
 FN0731'NORTHEAST OF RIVERSIDE, 4 MILES WEST OF CHIMAYO AND ON THE
 FN0731'EDGE OF THE FIRST BENCH THAT LIES NORTH OF THE SANTA CRUZ
 FN0731'RIVER.
 FN0731'
 FN0731'THE STATION MARK IS A STANDARD DISK STAMPED CHIMAYO 1954
 FN0731'BRAZED TO THE TOP OF A 1-1/2 INCH IRON PIPE THAT PROJECTS 4
 FN0731'INCHES ABOVE THE GROUND.  THE MARK IS 153 FEET SOUTH OF AN
 FN0731'EAST-WEST FENCELINE, 38 FEET NORTH OF THE EXTREME SOUTH EDGE
 FN0731'OF THE BENCH AND 35 FEET EAST OF THE EDGE OF A SMALL RAVINE.
 FN0731'
 FN0731'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED CHIMAYO
 FN0731'NO 1 1954 BRAZED TO THE TOP OF A 1-1/2 INCH IRON PIPE THAT
 FN0731'PROJECTS 3 INCHES ABOVE THE GROUND.  THE MARK IS THE SAME
 FN0731'ELEVATION AS THE STATION.
 FN0731'
 FN0731'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED CHIMAYO
 FN0731'NO 2 1954 BRAZED TO THE TOP OF A 1-1/2 INCH IRON PIPE THAT
 FN0731'PROJECTS 3 INCHES ABOVE THE GROUND.  THE MARK IS THE SAME
 FN0731'ELEVATION AS THE STATION.
 FN0731'
 FN0731'THE GENERAL LAND OFFICE SURVEY MARK STAMPED S4 SGG MC 40 1920
 FN0731'IS RIVETED TO THE TOP OF A 1 INCH IRON PIPE THAT PROJECTS
 FN0731'10 INCHES ABOVE THE GROUND.  THE MARK IS ON THE EXTREME SOUTH
 FN0731'EDGE OF THE BENCH AND IS ABOUT 3 FEET LOWER THAN THE STATION.
 FN0731'
 FN0731'THE AZIMUTH MARK IS A STANDARD DISK STAMPED CHIMAYO 1954 SET
 FN0731'IN THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT PROJECTS
 FN0731'3 INCHES ABOVE THE GROUND.  THE MARK IS 96 FEET WEST OF THE
 FN0731'WEST EDGE OF A LARGE BUILDING, 27 FEET SOUTH OF THE CENTERLINE
 FN0731'OF STATE HIGHWAY 76, 2 FEET EAST OF A WHITE WITNESS POST AND
 FN0731'1 FOOT NORTHWEST OF A FENCE CORNER.
 FN0731'
 FN0731'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 285
 FN0731'AND 64 IN RIVERSIDE, GO NORTHEASTERLY ON U.S. 64 FOR 0.55
 FN0731'MILE TO THE JUNCTION OF U.S. 64 AND STATE HIGHWAY 76.  TURN
 FN0731'RIGHT AND FOLLOW STATE HIGHWAY 76 EASTERLY FOR 4.3 MILES
 FN0731'TO THE LARGE BUILDING ON THE RIGHT AND THE AZIMUTH MARK AS
 FN0731'DESCRIBED.  FROM THE AZIMUTH MARK CONTINUE EAST ON STATE
 FN0731'HIGHWAY 76 FOR 0.4 MILE TO THE END OF TRUCK TRAVEL AT A WHITE
 FN0731'HOUSE ON THE LEFT.  FROM THE WHITE HOUSE PACK NORTH NORTHWEST
 FN0731'FOR ABOUT 0.1 MILE TO THE TOP OF THE BENCH TO THE STATION
 FN0731'AS DESCRIBED.
 FN0731'
 FN0731'HEIGHT OF LIGHT ABOVE STATION MARK 1.56 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GO0399 ***********************************************************************
 GO0399  DESIGNATION -  CHINDE TEMP
 GO0399  PID         -  GO0399
 GO0399  STATE/COUNTY-  NM/SAN JUAN
 GO0399  USGS QUAD   -  FRUITLAND (1979)
 GO0399
 GO0399                         *CURRENT SURVEY CONTROL
 GO0399  ___________________________________________________________________
 GO0399* NAD 83(1992)-  36 38 01.68531(N)    108 29 15.52199(W)     ADJUSTED  
 GO0399* NAVD 88     -      1647.     (meters)    5404.     (feet)  SCALED    
 GO0399  ___________________________________________________________________
 GO0399  LAPLACE CORR-          -0.09  (seconds)                    DEFLEC99
 GO0399  GEOID HEIGHT-         -21.34  (meters)                     GEOID03
 GO0399
 GO0399  HORZ ORDER  -  THIRD
 GO0399
 GO0399.The horizontal coordinates were established by classical geodetic methods
 GO0399.and adjusted by the National Geodetic Survey in December 1993..
 GO0399
 GO0399.The orthometric height was scaled from a topographic map.
 GO0399
 GO0399.The Laplace correction was computed from DEFLEC99 derived deflections.
 GO0399
 GO0399.The geoid height was determined by GEOID03.
 GO0399
 GO0399;                    North         East     Units Scale Factor Converg.
 GO0399;SPC NM W     -   625,045.355   771,485.023   MT  0.99995884   -0 23 25.6
 GO0399;SPC NM W     - 2,050,669.64  2,531,113.78   sFT  0.99995884   -0 23 25.6
 GO0399;UTM  12      - 4,057,189.761   724,627.803   MT  1.00022169   +1 29 59.1
 GO0399
 GO0399!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GO0399!SPC NM W     -   0.99974495  x   0.99995884  =   0.99970380
 GO0399!UTM  12      -   0.99974495  x   1.00022169  =   0.99996658
 GO0399
 GO0399:                Primary Azimuth Mark                     Grid Az
 GO0399:SPC NM W     -  FLAT TEMP                                181 42 51.0
 GO0399:UTM  12      -  FLAT TEMP                                179 49 26.3
 GO0399
 GO0399|---------------------------------------------------------------------|
 GO0399| PID    Reference Object                     Distance      Geod. Az  |
 GO0399|                                                           dddmmss.s |
 GO0399| GO0395 FLAT TEMP                           APPROX. 5.5 KM 1811925.4 |
 GO0399|---------------------------------------------------------------------|
 GO0399
 GO0399                          SUPERSEDED SURVEY CONTROL
 GO0399
 GO0399  NAD 83(1992)-  36 38 01.68528(N)    108 29 15.52404(W) AD(       ) 3
 GO0399  NAD 83(1992)-  36 38 01.68522(N)    108 29 15.52403(W) AD(       ) 3
 GO0399  NAD 83(1986)-  36 38 01.67789(N)    108 29 15.53137(W) AD(       ) 3
 GO0399  NAD 27      -  36 38 01.68523(N)    108 29 13.18448(W) AD(       ) 3
 GO0399
 GO0399.Superseded values are not recommended for survey control.
 GO0399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GO0399.See file dsdata.txt to determine how the superseded data were derived.
 GO0399
 GO0399_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYF2462857190(NAD 83)
 GO0399_MARKER: W = UNMONUMENTED
 GO0399_SETTING: 0 = UNSPECIFIED SETTING
 GO0399
 GO0399  HISTORY     - Date     Condition        Report By
 GO0399  HISTORY     - 1965     MONUMENTED       USGS
 GO0399
 GO0399                          STATION DESCRIPTION
 GO0399
 GO0399'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 GO0399'NOT DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0679 ***********************************************************************
 FM0679  DESIGNATION -  CHISELED CROSS
 FM0679  PID         -  FM0679
 FM0679  STATE/COUNTY-  NM/QUAY
 FM0679  USGS QUAD   -  LESBIA (1968)
 FM0679
 FM0679                         *CURRENT SURVEY CONTROL
 FM0679  ___________________________________________________________________
 FM0679* NAD 83(1986)-  35 10 49.     (N)    103 36 32.     (W)     SCALED    
 FM0679* NAVD 88     -      1235.849  (meters)    4054.61   (feet)  ADJUSTED  
 FM0679  ___________________________________________________________________
 FM0679  GEOID HEIGHT-         -23.35  (meters)                     GEOID03
 FM0679  DYNAMIC HT  -        1234.311 (meters)    4049.57  (feet)  COMP
 FM0679  MODELED GRAV-     979,347.3   (mgal)                       NAVD 88
 FM0679
 FM0679  VERT ORDER  -  SECOND    CLASS 0
 FM0679
 FM0679.This mark is at Tucumcari Airport (TCC)
 FM0679
 FM0679.The horizontal coordinates were scaled from a topographic map and have
 FM0679.an estimated accuracy of +/- 6 seconds.
 FM0679
 FM0679.The orthometric height was determined by differential leveling
 FM0679.and adjusted by the National Geodetic Survey in June 1991..
 FM0679
 FM0679.The geoid height was determined by GEOID03.
 FM0679
 FM0679.The dynamic height is computed by dividing the NAVD 88
 FM0679.geopotential number by the normal gravity value computed on the
 FM0679.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0679.degrees latitude (g = 980.6199 gals.).
 FM0679
 FM0679.The modeled gravity was interpolated from observed gravity values.
 FM0679
 FM0679;                    North         East    Units  Estimated Accuracy
 FM0679;SPC NM E     -   463,820.      230,980.      MT  (+/- 180 meters Scaled)
 FM0679
 FM0679                          SUPERSEDED SURVEY CONTROL
 FM0679
 FM0679  NGVD 29 (??/??/92) 1235.243  (m)         4052.63   (f) ADJ UNCH    2 0
 FM0679
 FM0679.Superseded values are not recommended for survey control.
 FM0679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0679.See file dsdata.txt to determine how the superseded data were derived.
 FM0679
 FM0679_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFU266939(NAD 83)
 FM0679_MARKER: X = CHISELED CROSS
 FM0679_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FM0679_SP_SET: FOUNDATION
 FM0679_PROJECTION: FLUSH
 FM0679_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FM0679
 FM0679  HISTORY     - Date     Condition        Report By
 FM0679  HISTORY     - UNK      MONUMENTED       CGS
 FM0679  HISTORY     - 1945     GOOD             NGS
 FM0679  HISTORY     - 19960623 MARK NOT FOUND   USPSQD
 FM0679  HISTORY     - 19990202 MARK NOT FOUND   NGS
 FM0679
 FM0679                          STATION DESCRIPTION
 FM0679
 FM0679'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 FM0679'6.1 MI E FROM TUCUMCARI.
 FM0679'REACHED FROM THE POST OFFICE IN TUCUMCARI BY GOING EAST
 FM0679'ON U. S. HIGHWAY NO. 66 TO THE SOUTH ENTRANCE OF THE TUCUMCARI
 FM0679'AIRPORT, 0.7 MILES NORTH OF THE SOUTH ENTRANCE TO THE FIELD, AT THE
 FM0679'RADIO CONTROL HOUSE, 6 FEET SOUTH OF RADIO CONTROL HOUSE IN THE NORTH
 FM0679'END OF THE WEST CONCRETE FOUNDATION OF A FUEL TANK, MARK IS A CHISELED
 FM0679'CROSS 3 FEET ABOVE SURFACE.
 FM0679
 FM0679                          STATION RECOVERY (1996)
 FM0679
 FM0679'RECOVERY NOTE BY US POWER SQUADRON 1996
 FM0679'MARK NOT FOUND.
 FM0679
 FM0679                          STATION RECOVERY (1999)
 FM0679
 FM0679'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 FM0679'THE FOUNDATION HAS BEEN REMOVED.  ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0230 ***********************************************************************
 DR0230  DESIGNATION -  CHISELED SQ 1
 DR0230  PID         -  DR0230
 DR0230  STATE/COUNTY-  NM/CHAVES
 DR0230  USGS QUAD   -  SOUTH SPRING (1975)
 DR0230
 DR0230                         *CURRENT SURVEY CONTROL
 DR0230  ___________________________________________________________________
 DR0230* NAD 83(1986)-  33 22 07.     (N)    104 22 36.     (W)     SCALED    
 DR0230* NAVD 88     -      1053.944  (meters)    3457.81   (feet)  POSTED    
 DR0230  ___________________________________________________________________
 DR0230  GEOID HEIGHT-         -23.26  (meters)                     GEOID03
 DR0230  DYNAMIC HT  -        1052.510 (meters)    3453.11  (feet)  COMP
 DR0230  MODELED GRAV-     979,237.6   (mgal)                       NAVD 88
 DR0230
 DR0230  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 DR0230
 DR0230.The horizontal coordinates were scaled from a topographic map and have
 DR0230.an estimated accuracy of +/- 6 seconds.
 DR0230
 DR0230.The orthometric height was determined by differential leveling
 DR0230.and adjusted by the National Geodetic Survey in 1992..
 DR0230.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 DR0230.rate of 2.1 thru 3.0 mm/km.
 DR0230
 DR0230.The geoid height was determined by GEOID03.
 DR0230
 DR0230.The dynamic height is computed by dividing the NAVD 88
 DR0230.geopotential number by the normal gravity value computed on the
 DR0230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0230.degrees latitude (g = 980.6199 gals.).
 DR0230
 DR0230.The modeled gravity was interpolated from observed gravity values.
 DR0230
 DR0230;                    North         East    Units  Estimated Accuracy
 DR0230;SPC NM E     -   262,630.      160,970.      MT  (+/- 180 meters Scaled)
 DR0230
 DR0230                          SUPERSEDED SURVEY CONTROL
 DR0230
 DR0230  NGVD 29 (??/??/92) 1053.437  (m)         3456.15   (f) ADJ UNCH    2 0
 DR0230
 DR0230.Superseded values are not recommended for survey control.
 DR0230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0230.See file dsdata.txt to determine how the superseded data were derived.
 DR0230
 DR0230_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES579923(NAD 83)
 DR0230_MARKER: Z = SEE DESCRIPTION
 DR0230_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DR0230_SP_SET: BRIDGE
 DR0230_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR0230
 DR0230  HISTORY     - Date     Condition        Report By
 DR0230  HISTORY     - UNK      MONUMENTED       CGS
 DR0230  HISTORY     - 1943     GOOD             NGS
 DR0230  HISTORY     - 20020131 MARK NOT FOUND   USPSQD
 DR0230
 DR0230                          STATION DESCRIPTION
 DR0230
 DR0230'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 DR0230'11.5 MI SE FROM ROSWELL.
 DR0230'ABOUT 8.1 MILES EAST ALONG U. S. HIGHWAY 380 FROM THE COURTHOUSE AT
 DR0230'ROSWELL, N. M., THENCE, 2.0 MILES SOUTH ALONG A DIRT ROAD THRU A
 DR0230'FIELD, THENCE, 1.4 MILES EAST ALONG THE OLD HIGHWAY GRADE, 8.0 FEET
 DR0230'NORTH OF THE CENTER LINE OF THE ROAD, IN THE NORTHWEST ABUTMENT OF A
 DR0230'15.0 FOOT CONCRETE BRIDGE..
 DR0230
 DR0230                          STATION RECOVERY (2002)
 DR0230
 DR0230'RECOVERY NOTE BY US POWER SQUADRON 2002
 DR0230'CONCRETE BRIDGE REPLACED WITH TWO CORRUGATED CULVERTS.  DISC NOT FOUND
 DR0230'IN CONCRETE RUBBLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0235 ***********************************************************************
 DR0235  DESIGNATION -  CHISELED SQ 2
 DR0235  PID         -  DR0235
 DR0235  STATE/COUNTY-  NM/CHAVES
 DR0235  USGS QUAD   -  BOTTOMLESS LAKES (1950)
 DR0235
 DR0235                         *CURRENT SURVEY CONTROL
 DR0235  ___________________________________________________________________
 DR0235* NAD 83(1986)-  33 22 14.     (N)    104 19 25.     (W)     SCALED    
 DR0235* NAVD 88     -      1068.715  (meters)    3506.28   (feet)  POSTED    
 DR0235  ___________________________________________________________________
 DR0235  GEOID HEIGHT-         -23.25  (meters)                     GEOID03
 DR0235  DYNAMIC HT  -        1067.260 (meters)    3501.50  (feet)  COMP
 DR0235  MODELED GRAV-     979,240.6   (mgal)                       NAVD 88
 DR0235
 DR0235  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 DR0235
 DR0235.The horizontal coordinates were scaled from a topographic map and have
 DR0235.an estimated accuracy of +/- 6 seconds.
 DR0235
 DR0235.The orthometric height was determined by differential leveling
 DR0235.and adjusted by the National Geodetic Survey in 1992..
 DR0235.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 DR0235.rate of 1.1 thru 2.0 mm/km.
 DR0235
 DR0235.The geoid height was determined by GEOID03.
 DR0235
 DR0235.The dynamic height is computed by dividing the NAVD 88
 DR0235.geopotential number by the normal gravity value computed on the
 DR0235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0235.degrees latitude (g = 980.6199 gals.).
 DR0235
 DR0235.The modeled gravity was interpolated from observed gravity values.
 DR0235
 DR0235;                    North         East    Units  Estimated Accuracy
 DR0235;SPC NM E     -   262,850.      165,910.      MT  (+/- 180 meters Scaled)
 DR0235
 DR0235                          SUPERSEDED SURVEY CONTROL
 DR0235
 DR0235  NGVD 29 (??/??/92) 1068.212  (m)         3504.63   (f) ADJ UNCH    2 0
 DR0235
 DR0235.Superseded values are not recommended for survey control.
 DR0235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0235.See file dsdata.txt to determine how the superseded data were derived.
 DR0235
 DR0235_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES629925(NAD 83)
 DR0235_MARKER: Q = CHISELED SQUARE
 DR0235_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DR0235_SP_SET: ABUTMENT
 DR0235_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR0235
 DR0235  HISTORY     - Date     Condition        Report By
 DR0235  HISTORY     - UNK      MONUMENTED       CGS
 DR0235  HISTORY     - 1943     GOOD             NGS
 DR0235
 DR0235                          STATION DESCRIPTION
 DR0235
 DR0235'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 DR0235'14.8 MI SE FROM ROSWELL.
 DR0235'ABOUT 8.1 MILES EAST ALONG U. S. HIGHWAY 380 FROM THE COURTHOUSE AT
 DR0235'ROSWELL, N.M., THENCE, 2.0 MILES SOUTH ALONG A DIRT ROAD THRU A FIELD,
 DR0235'THENCE, 4.7 MILES EAST ALONG THE OLD HIGHWAY GRADE, IN THE SOUTHEAST
 DR0235'ABUTMENT OF A 10.0 FOOT CONCRETE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1088 ***********************************************************************
 CX1088  DESIGNATION -  CHISELED SQUARE
 CX1088  PID         -  CX1088
 CX1088  STATE/COUNTY-  NM/LUNA
 CX1088  USGS QUAD   -  DEMING EAST (1965)
 CX1088
 CX1088                         *CURRENT SURVEY CONTROL
 CX1088  ___________________________________________________________________
 CX1088* NAD 83(1986)-  32 15 40.     (N)    107 43 54.     (W)     SCALED    
 CX1088* NAVD 88     -      1314.771  (meters)    4313.54   (feet)  POSTED    
 CX1088  ___________________________________________________________________
 CX1088  GEOID HEIGHT-         -24.58  (meters)                     GEOID03
 CX1088  DYNAMIC HT  -        1312.780 (meters)    4307.01  (feet)  COMP
 CX1088  MODELED GRAV-     979,078.4   (mgal)                       NAVD 88
 CX1088
 CX1088  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 CX1088
 CX1088.This mark is at Deming Airport (DMN)
 CX1088
 CX1088.The horizontal coordinates were scaled from a topographic map and have
 CX1088.an estimated accuracy of +/- 6 seconds.
 CX1088
 CX1088.The orthometric height was determined by differential leveling
 CX1088.and adjusted by the National Geodetic Survey in 1992..
 CX1088.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 CX1088.rate greater than 8.0 mm/km.
 CX1088
 CX1088.The geoid height was determined by GEOID03.
 CX1088
 CX1088.The dynamic height is computed by dividing the NAVD 88
 CX1088.geopotential number by the normal gravity value computed on the
 CX1088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX1088.degrees latitude (g = 980.6199 gals.).
 CX1088
 CX1088.The modeled gravity was interpolated from observed gravity values.
 CX1088
 CX1088;                    North         East    Units  Estimated Accuracy
 CX1088;SPC NM W     -   139,830.      839,580.      MT  (+/- 180 meters Scaled)
 CX1088
 CX1088                          SUPERSEDED SURVEY CONTROL
 CX1088
 CX1088  NGVD 29 (??/??/92) 1314.171  (m)         4311.58   (f) ADJ UNCH    2 0
 CX1088
 CX1088.Superseded values are not recommended for survey control.
 CX1088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1088.See file dsdata.txt to determine how the superseded data were derived.
 CX1088
 CX1088_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBR426726(NAD 83)
 CX1088_MARKER: Q = CHISELED SQUARE
 CX1088_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CX1088_SP_SET: FOUNDATION
 CX1088_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CX1088
 CX1088  HISTORY     - Date     Condition        Report By
 CX1088  HISTORY     - UNK      MONUMENTED       CGS
 CX1088  HISTORY     - 1945     GOOD             NGS
 CX1088  HISTORY     - 19960506 MARK NOT FOUND   CHANCE
 CX1088
 CX1088                          STATION DESCRIPTION
 CX1088
 CX1088'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 CX1088'3.8 MI SE FROM DEMING.
 CX1088'3.8 MILES SOUTHEAST TO THE POST HEADQUARTERS D.A.A.F. AT THE DEMING
 CX1088'ARMY AIR FIELD, AT THE WEST END (8 R) OF THE MOST SOUTHERLY EAST-WEST
 CX1088'RUNWAY, 52 FEET SOUTH OF THE NORTH EDGE OF THE RUNWAY, A CHISELED
 CX1088'SQUARE ON THE SECOND BORDER LIGHT CONCRETE FOUNDATION, 10 INCHES EAST
 CX1088'OF THE LIGHT.
 CX1088
 CX1088                          STATION RECOVERY (1996)
 CX1088
 CX1088'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (KAL)
 CX1088'RECOVERY NOTE BY CHANCE 1996 MARK NOT FOUND - SEARCHED 0.5
 CX1088'PERSON-HOUR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0678 ***********************************************************************
 FM0678  DESIGNATION -  CHISELED SQUARE
 FM0678  PID         -  FM0678
 FM0678  STATE/COUNTY-  NM/QUAY
 FM0678  USGS QUAD   -  LESBIA (1968)
 FM0678
 FM0678                         *CURRENT SURVEY CONTROL
 FM0678  ___________________________________________________________________
 FM0678* NAD 83(1986)-  35 10 28.     (N)    103 36 41.     (W)     SCALED    
 FM0678* NAVD 88     -      1231.209  (meters)    4039.39   (feet)  ADJUSTED  
 FM0678  ___________________________________________________________________
 FM0678  GEOID HEIGHT-         -23.36  (meters)                     GEOID03
 FM0678  DYNAMIC HT  -        1229.676 (meters)    4034.36  (feet)  COMP
 FM0678  MODELED GRAV-     979,346.8   (mgal)                       NAVD 88
 FM0678
 FM0678  VERT ORDER  -  SECOND    CLASS 0
 FM0678
 FM0678.This mark is at Tucumcari Airport (TCC)
 FM0678
 FM0678.The horizontal coordinates were scaled from a topographic map and have
 FM0678.an estimated accuracy of +/- 6 seconds.
 FM0678
 FM0678.The orthometric height was determined by differential leveling
 FM0678.and adjusted by the National Geodetic Survey in June 1991..
 FM0678
 FM0678.The geoid height was determined by GEOID03.
 FM0678
 FM0678.The dynamic height is computed by dividing the NAVD 88
 FM0678.geopotential number by the normal gravity value computed on the
 FM0678.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0678.degrees latitude (g = 980.6199 gals.).
 FM0678
 FM0678.The modeled gravity was interpolated from observed gravity values.
 FM0678
 FM0678;                    North         East    Units  Estimated Accuracy
 FM0678;SPC NM E     -   463,170.      230,760.      MT  (+/- 180 meters Scaled)
 FM0678
 FM0678                          SUPERSEDED SURVEY CONTROL
 FM0678
 FM0678  NGVD 29 (??/??/92) 1230.603  (m)         4037.40   (f) ADJ UNCH    2 0
 FM0678
 FM0678.Superseded values are not recommended for survey control.
 FM0678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0678.See file dsdata.txt to determine how the superseded data were derived.
 FM0678
 FM0678_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFU264932(NAD 83)
 FM0678_MARKER: Q = CHISELED SQUARE
 FM0678_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FM0678_SP_SET: PLATFORM
 FM0678_PROJECTION: FLUSH
 FM0678_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FM0678
 FM0678  HISTORY     - Date     Condition        Report By
 FM0678  HISTORY     - UNK      MONUMENTED       CGS
 FM0678  HISTORY     - 1945     GOOD             NGS
 FM0678  HISTORY     - 19960623 MARK NOT FOUND   USPSQD
 FM0678  HISTORY     - 19990202 MARK NOT FOUND   NGS
 FM0678
 FM0678                          STATION DESCRIPTION
 FM0678
 FM0678'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 FM0678'6.1 MI E FROM TUCUMCARI.
 FM0678'REACHED FROM THE POST OFFICE IN TUCUMCARI BY GOING EAST ON U. S.
 FM0678'HIGHWAY NO. 66 TO THE SOUTH ENTRANCE OF THE TUCUMCARI AIRPORT, THENCE
 FM0678'0.2 MILES NORTHEAST OF THE ENTRANCE TO THE SOUTHEAST END OF THE
 FM0678'NORTHEAST-SOUTHWEST RUNWAY.  MARK IS A CHISELED SQUARE IN CONCRETE
 FM0678'PLATFORM OF THE CENTER RUNWAY LIGHT, 1 FOOT SOUTHWEST OF LIGHT.
 FM0678
 FM0678                          STATION RECOVERY (1996)
 FM0678
 FM0678'RECOVERY NOTE BY US POWER SQUADRON 1996
 FM0678'MARK NOT FOUND.
 FM0678
 FM0678                          STATION RECOVERY (1999)
 FM0678
 FM0678'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 FM0678'THE PLATFORM HAS BEEN REMOVED.  ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0385 ***********************************************************************
 EO0385  DESIGNATION -  CHISELED SQUARE
 EO0385  PID         -  EO0385
 EO0385  STATE/COUNTY-  NM/ROOSEVELT
 EO0385  USGS QUAD   -  DELPHOS (1985)
 EO0385
 EO0385                         *CURRENT SURVEY CONTROL
 EO0385  ___________________________________________________________________
 EO0385* NAD 83(1986)-  34 07 04.     (N)    103 26 03.     (W)     SCALED    
 EO0385* NAVD 88     -      1259.554  (meters)    4132.39   (feet)  ADJUSTED  
 EO0385  ___________________________________________________________________
 EO0385  GEOID HEIGHT-         -22.77  (meters)                     GEOID03
 EO0385  DYNAMIC HT  -        1257.916 (meters)    4127.01  (feet)  COMP
 EO0385  MODELED GRAV-     979,291.3   (mgal)                       NAVD 88
 EO0385
 EO0385  VERT ORDER  -  FIRST     CLASS II
 EO0385
 EO0385.The horizontal coordinates were scaled from a topographic map and have
 EO0385.an estimated accuracy of +/- 6 seconds.
 EO0385
 EO0385.The orthometric height was determined by differential leveling
 EO0385.and adjusted by the National Geodetic Survey in June 1991..
 EO0385
 EO0385.The geoid height was determined by GEOID03.
 EO0385
 EO0385.The dynamic height is computed by dividing the NAVD 88
 EO0385.geopotential number by the normal gravity value computed on the
 EO0385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0385.degrees latitude (g = 980.6199 gals.).
 EO0385
 EO0385.The modeled gravity was interpolated from observed gravity values.
 EO0385
 EO0385;                    North         East    Units  Estimated Accuracy
 EO0385;SPC NM E     -   346,090.      247,950.      MT  (+/- 180 meters Scaled)
 EO0385
 EO0385                          SUPERSEDED SURVEY CONTROL
 EO0385
 EO0385  NGVD 29 (??/??/92) 1259.002  (m)         4130.58   (f) ADJ UNCH    1 2
 EO0385
 EO0385.Superseded values are not recommended for survey control.
 EO0385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0385.See file dsdata.txt to determine how the superseded data were derived.
 EO0385
 EO0385_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFT444763(NAD 83)
 EO0385_MARKER: Q = CHISELED SQUARE
 EO0385_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EO0385_SP_SET: CULVERT
 EO0385_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EO0385
 EO0385  HISTORY     - Date     Condition        Report By
 EO0385  HISTORY     - UNK      MONUMENTED       CGS
 EO0385  HISTORY     - 1940     GOOD             NGS
 EO0385
 EO0385                          STATION DESCRIPTION
 EO0385
 EO0385'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 EO0385'7.2 MI SW FROM PORTALES.
 EO0385'7.2 MILES SOUTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 EO0385'FROM THE STATION AT PORTALES, 0.2 MILE NORTHEAST OF MILEPOST 25, 125
 EO0385'FEET SOUTHEAST OF THE CENTERLINE OF THE TRACK, ON U.S. HIGHWAY 70, AT
 EO0385'A CONCRETE-PIPE CULVERT, ON THE TOP OF THE NORTHEAST END OF THE
 EO0385'NORTHWEST HEADWALL, 15 FEET NORTHWEST OF THE CENTERLINE OF THE
 EO0385'HIGHWAY, AND 25 FEET SOUTHEAST OF THE RIGHT-OF-WAY FENCE.  A CHISELED
 EO0385'SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0040 ***********************************************************************
 EP0040  DESIGNATION -  CHISELED SQUARE
 EP0040  PID         -  EP0040
 EP0040  STATE/COUNTY-  NM/GUADALUPE
 EP0040  USGS QUAD   -  FORT SUMNER EAST (1982)
 EP0040
 EP0040                         *CURRENT SURVEY CONTROL
 EP0040  ___________________________________________________________________
 EP0040* NAD 83(1986)-  34 29 21.     (N)    104 13 07.     (W)     SCALED    
 EP0040* NAVD 88     -      1262.503  (meters)    4142.06   (feet)  ADJUSTED  
 EP0040  ___________________________________________________________________
 EP0040  GEOID HEIGHT-         -23.61  (meters)                     GEOID03
 EP0040  DYNAMIC HT  -        1260.834 (meters)    4136.59  (feet)  COMP
 EP0040  MODELED GRAV-     979,270.0   (mgal)                       NAVD 88
 EP0040
 EP0040  VERT ORDER  -  FIRST     CLASS II
 EP0040
 EP0040.This mark is at Fort Sumner Airport (FSU)
 EP0040
 EP0040.The horizontal coordinates were scaled from a topographic map and have
 EP0040.an estimated accuracy of +/- 6 seconds.
 EP0040
 EP0040.The orthometric height was determined by differential leveling
 EP0040.and adjusted by the National Geodetic Survey in June 1991..
 EP0040
 EP0040.The geoid height was determined by GEOID03.
 EP0040
 EP0040.The dynamic height is computed by dividing the NAVD 88
 EP0040.geopotential number by the normal gravity value computed on the
 EP0040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EP0040.degrees latitude (g = 980.6199 gals.).
 EP0040
 EP0040.The modeled gravity was interpolated from observed gravity values.
 EP0040
 EP0040;                    North         East    Units  Estimated Accuracy
 EP0040;SPC NM E     -   386,920.      175,540.      MT  (+/- 180 meters Scaled)
 EP0040
 EP0040                          SUPERSEDED SURVEY CONTROL
 EP0040
 EP0040  NGVD 29 (??/??/92) 1261.896  (m)         4140.07   (f) ADJ UNCH    1 2
 EP0040
 EP0040.Superseded values are not recommended for survey control.
 EP0040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EP0040.See file dsdata.txt to determine how the superseded data were derived.
 EP0040
 EP0040_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEU717166(NAD 83)
 EP0040_MARKER: Q = CHISELED SQUARE
 EP0040_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EP0040_SP_SET: STEP
 EP0040_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EP0040
 EP0040  HISTORY     - Date     Condition        Report By
 EP0040  HISTORY     - UNK      MONUMENTED       CGS
 EP0040  HISTORY     - 1945     GOOD             NGS
 EP0040
 EP0040                          STATION DESCRIPTION
 EP0040
 EP0040'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 EP0040'2.5 MI NE FROM FORT SUMNER.
 EP0040'MARK IS LOCATED 2.5 MILES NORTHEAST OF THE SANTA FE RAILROAD DEPOT IN
 EP0040'FORT SUMNER AT THE FORT SUMNER ARMY AIR FIELD, ABOUT 0.6 MILE
 EP0040'SOUTHEAST OF THE MAIN ENTRANCE, 100 FEET NORTHWEST OF THE CONTROL
 EP0040'TOWER, 1 FOOT SOUTHEAST OF THE DOOR LEADING TO THE HYDROGEN SHELTER, A
 EP0040'CHISELED SQUARE IN THE CONCRETE STEP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS1464 ***********************************************************************
 DS1464  DESIGNATION -  CHIZ
 DS1464  PID         -  DS1464
 DS1464  STATE/COUNTY-  NM/SIERRA
 DS1464  USGS QUAD   -  THUMB TANK PEAK (1963)
 DS1464
 DS1464                         *CURRENT SURVEY CONTROL
 DS1464  ___________________________________________________________________
 DS1464* NAD 83(1992)-  33 13 55.17001(N)    107 35 04.12155(W)     ADJUSTED  
 DS1464* NAVD 88     -      2159.     (meters)    7083.     (feet)  VERTCON   
 DS1464  ___________________________________________________________________
 DS1464  LAPLACE CORR-          -3.99  (seconds)                    DEFLEC99
 DS1464  GEOID HEIGHT-         -22.72  (meters)                     GEOID03
 DS1464
 DS1464  HORZ ORDER  -  THIRD
 DS1464
 DS1464.The horizontal coordinates were established by classical geodetic methods
 DS1464.and adjusted by the National Geodetic Survey in December 1993..
 DS1464
 DS1464.The NAVD 88 height was computed by applying the VERTCON shift value to
 DS1464.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DS1464
 DS1464.The Laplace correction was computed from DEFLEC99 derived deflections.
 DS1464
 DS1464.The geoid height was determined by GEOID03.
 DS1464
 DS1464;                    North         East     Units Scale Factor Converg.
 DS1464;SPC NM W     -   247,510.087   853,193.354   MT  0.99992330   +0 08 11.0
 DS1464;SPC NM W     -   812,039.34  2,799,185.20   sFT  0.99992330   +0 08 11.0
 DS1464;UTM  13      - 3,679,983.970   259,169.766   MT  1.00031515   -1 25 01.4
 DS1464
 DS1464!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS1464!SPC NM W     -   0.99966475  x   0.99992330  =   0.99958808
 DS1464!UTM  13      -   0.99966475  x   1.00031515  =   0.99997980
 DS1464
 DS1464                          SUPERSEDED SURVEY CONTROL
 DS1464
 DS1464  NAD 83(1986)-  33 13 55.16605(N)    107 35 04.12060(W) AD(       ) 3
 DS1464  NGVD 29 (06/12/91) 2158.     (m)         7080.     (f) VERT ANG       
 DS1464
 DS1464.Superseded values are not recommended for survey control.
 DS1464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS1464.See file dsdata.txt to determine how the superseded data were derived.
 DS1464
 DS1464_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBS5917079984(NAD 83)
 DS1464_MARKER: DD = SURVEY DISK
 DS1464_SETTING: 80 = SET IN A BOULDER
 DS1464_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS1464+STABILITY: SURFACE MOTION
 DS1464
 DS1464  HISTORY     - Date     Condition        Report By
 DS1464  HISTORY     - 1962     MONUMENTED       USGS
 DS1464
 DS1464                          STATION DESCRIPTION
 DS1464
 DS1464'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 DS1464'STATION LOCATED ABOUT 7.0 MI. (AIRLINE) S. AND 4.0 MI. (AIRLINE) E.
 DS1464'OF WINSTON, NEW MEXICO.  ON THE HIGHEST POINT OF THE HIGHEST HILL
 DS1464'IN A RANGE OF HILLS ABOUT 2.5 MI. SE. OF THE OLD TOWN OF CHIZ.
 DS1464'
 DS1464'TO REACH FROM THE COURTHOUSE IN TRUTH OR CONSEQUENCES, NEW MEXICO,
 DS1464'GO S. ON U.S. HIGHWAY 85 4.6 MI. TO GRADED DIRT RD. W. (JUST N. OF
 DS1464'DRIVE-IN THEATER), GO RIGHT (W.) ON RD. 2.3 MI. TO FORKS, TAKE RIGHT
 DS1464'FORK AND GO 9.8 MI. TO CROSSROADS, CONTINUE ON STRAIGHT AHEAD (NW.)
 DS1464'ALONG MAIN RD. TO EVANS RANCH, 9.1 MI. TO RD. FORKS ON RIDGE, GO
 DS1464'RIGHT (NW.) ON RD. 0.9 MI. TO FORKS, TAKE RIGHT FORK AND GO 3.4
 DS1464'MI. TO STOCK TANK, DRIVE ACROSS COUNTRY UP RIDGE TO W. 0.5 MI. TO
 DS1464'END OF TRUCK TRAVEL.  PACK NW. ABOUT 45 MINUTES TO HIGHEST POINT
 DS1464'OF HILL AND STATION.
 DS1464'
 DS1464'STATION MARK--STANDARD TABLET STAMPED---CHIZ 1962---, AND CEMENTED
 DS1464'IN BOULDER SET FLUSH WITH GROUND.
 DS1464'
 DS1464'NO MENTION OF REFERENCE MARKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0726 ***********************************************************************
 CE0726  DESIGNATION -  CHLORIDE
 CE0726  PID         -  CE0726
 CE0726  STATE/COUNTY-  NM/LUNA
 CE0726  USGS QUAD   -  NORTH PEAK (1976)
 CE0726
 CE0726                         *CURRENT SURVEY CONTROL
 CE0726  ___________________________________________________________________
 CE0726* NAD 83(1992)-  31 54 47.48867(N)    107 44 03.83604(W)     ADJUSTED  
 CE0726* NAVD 88     -      1616.     (meters)    5302.     (feet)  SCALED    
 CE0726  ___________________________________________________________________
 CE0726  LAPLACE CORR-           1.02  (seconds)                    DEFLEC99
 CE0726  GEOID HEIGHT-         -24.80  (meters)                     GEOID03
 CE0726
 CE0726  HORZ ORDER  -  THIRD
 CE0726
 CE0726.The horizontal coordinates were established by classical geodetic methods
 CE0726.and adjusted by the National Geodetic Survey in December 1993..
 CE0726
 CE0726.The orthometric height was scaled from a topographic map.
 CE0726
 CE0726.The Laplace correction was computed from DEFLEC99 derived deflections.
 CE0726
 CE0726.The geoid height was determined by GEOID03.
 CE0726
 CE0726;                    North         East     Units Scale Factor Converg.
 CE0726;SPC NM W     -   101,248.069   839,356.645   MT  0.99991775   +0 03 08.3
 CE0726;SPC NM W     -   332,178.04  2,753,789.26   sFT  0.99991775   +0 03 08.3
 CE0726;UTM  13      - 3,534,076.824   241,434.745   MT  1.00042460   -1 26 46.7
 CE0726
 CE0726!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CE0726!SPC NM W     -   0.99975027  x   0.99991775  =   0.99966804
 CE0726!UTM  13      -   0.99975027  x   1.00042460  =   1.00017476
 CE0726
 CE0726:                Primary Azimuth Mark                     Grid Az
 CE0726:SPC NM W     -  WATERLOO                                 041 39 15.3
 CE0726:UTM  13      -  WATERLOO                                 043 09 10.3
 CE0726
 CE0726|---------------------------------------------------------------------|
 CE0726| PID    Reference Object                     Distance      Geod. Az  |
 CE0726|                                                           dddmmss.s |
 CE0726| CE0723 WATERLOO                            APPROX.12.3 KM 0414223.6 |
 CE0726|---------------------------------------------------------------------|
 CE0726
 CE0726                          SUPERSEDED SURVEY CONTROL
 CE0726
 CE0726  NAD 83(1986)-  31 54 47.48909(N)    107 44 03.83268(W) AD(       ) 3
 CE0726  NAD 27      -  31 54 47.13742(N)    107 44 01.73755(W) AD(       ) 3
 CE0726
 CE0726.Superseded values are not recommended for survey control.
 CE0726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0726.See file dsdata.txt to determine how the superseded data were derived.
 CE0726
 CE0726_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RBR4143534077(NAD 83)
 CE0726_MARKER: DD = SURVEY DISK
 CE0726_SETTING: 66 = SET IN ROCK OUTCROP
 CE0726_SP_SET: SET IN ROCK OUTCROP
 CE0726_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CE0726+STABILITY: POSITION/ELEVATION WELL
 CE0726
 CE0726  HISTORY     - Date     Condition        Report By
 CE0726  HISTORY     - 1917     MONUMENTED       USGS
 CE0726
 CE0726                          STATION DESCRIPTION
 CE0726
 CE0726'DESCRIBED BY US GEOLOGICAL SURVEY 1917
 CE0726'ON A HIGH ROCKY PEAK IN THE TRES HERMANAS MOUNTAINS.
 CE0726'
 CE0726'STATION MARK - BRONZE TABLET IN SOLID ROCK.
 CE0726'
 CE0726'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0724 ***********************************************************************
 CE0724  DESIGNATION -  CHLORIDE CAIRN
 CE0724  PID         -  CE0724
 CE0724  STATE/COUNTY-  NM/LUNA
 CE0724  USGS QUAD   -  NORTH PEAK (1976)
 CE0724
 CE0724                         *CURRENT SURVEY CONTROL
 CE0724  ___________________________________________________________________
 CE0724* NAD 83(1992)-  31 54 47.50142(N)    107 44 03.75446(W)     ADJUSTED  
 CE0724* NAVD 88     -                                                        
 CE0724  ___________________________________________________________________
 CE0724  LAPLACE CORR-           1.02  (seconds)                    DEFLEC99
 CE0724  GEOID HEIGHT-         -24.80  (meters)                     GEOID03
 CE0724
 CE0724  HORZ ORDER  -  THIRD
 CE0724
 CE0724.The horizontal coordinates were established by classical geodetic methods
 CE0724.and adjusted by the National Geodetic Survey in December 1993..
 CE0724
 CE0724
 CE0724.The Laplace correction was computed from DEFLEC99 derived deflections.
 CE0724
 CE0724.The geoid height was determined by GEOID03.
 CE0724
 CE0724;                    North         East     Units Scale Factor Converg.
 CE0724;SPC NM W     -   101,248.464   839,358.788   MT  0.99991775   +0 03 08.3
 CE0724;SPC NM W     -   332,179.34  2,753,796.29   sFT  0.99991775   +0 03 08.3
 CE0724;UTM  13      - 3,534,077.162   241,436.898   MT  1.00042459   -1 26 46.6
 CE0724
 CE0724                          SUPERSEDED SURVEY CONTROL
 CE0724
 CE0724  NAD 83(1986)-  31 54 47.50164(N)    107 44 03.75106(W) AD(       ) 4
 CE0724  NAD 27      -  31 54 47.14932(N)    107 44 01.65858(W) AD(       ) 3
 CE0724
 CE0724.Superseded values are not recommended for survey control.
 CE0724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0724.See file dsdata.txt to determine how the superseded data were derived.
 CE0724
 CE0724_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RBR4143734077(NAD 83)
 CE0724_MARKER: 72 = CAIRN
 CE0724
 CE0724  HISTORY     - Date     Condition        Report By
 CE0724  HISTORY     - 1939     FIRST OBSERVED   USGS
 CE0724
 CE0724                          STATION DESCRIPTION
 CE0724
 CE0724'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0509 ***********************************************************************
 GN0509  DESIGNATION -  CHROMO
 GN0509  PID         -  GN0509
 GN0509  STATE/COUNTY-  NM/RIO ARRIBA
 GN0509  USGS QUAD   -  CHROMO MOUNTAIN (1983)
 GN0509
 GN0509                         *CURRENT SURVEY CONTROL
 GN0509  ___________________________________________________________________
 GN0509* NAD 83(1992)-  36 57 36.83725(N)    106 44 01.75673(W)     ADJUSTED  
 GN0509* NAVD 88     -      3023.8    (meters)    9921.     (feet)  VERTCON   
 GN0509  ___________________________________________________________________
 GN0509  LAPLACE CORR-           8.90  (seconds)                    DEFLEC99
 GN0509  GEOID HEIGHT-         -17.21  (meters)                     GEOID03
 GN0509
 GN0509  HORZ ORDER  -  SECOND
 GN0509
 GN0509.The horizontal coordinates were established by classical geodetic methods
 GN0509.and adjusted by the National Geodetic Survey in December 1993..
 GN0509
 GN0509.The NAVD 88 height was computed by applying the VERTCON shift value to
 GN0509.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GN0509
 GN0509.The Laplace correction was computed from DEFLEC99 derived deflections.
 GN0509
 GN0509.The geoid height was determined by GEOID03.
 GN0509
 GN0509;                    North         East     Units Scale Factor Converg.
 GN0509;SPC NM C     -   661,166.633   456,916.004   MT  0.99992286   -0 17 27.3
 GN0509;SPC NM C     - 2,169,177.53  1,499,065.26   sFT  0.99992286   -0 17 27.3
 GN0509;SPC CO S     -   338,107.944   804,516.680   MT  1.00006078   -0 45 24.5
 GN0509;SPC CO S     - 1,109,275.81  2,639,485.14   sFT  1.00006078   -0 45 24.5
 GN0509;UTM  13      - 4,091,865.325   345,644.508   MT  0.99989352   -1 02 33.7
 GN0509
 GN0509!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GN0509!SPC NM C     -   0.99952838  x   0.99992286  =   0.99945128
 GN0509!SPC CO S     -   0.99952838  x   1.00006078  =   0.99958914
 GN0509!UTM  13      -   0.99952838  x   0.99989352  =   0.99942195
 GN0509
 GN0509:                Primary Azimuth Mark                     Grid Az
 GN0509:SPC NM C     -  CHROMO AZ MK                             089 09 19.6
 GN0509:SPC CO S     -  CHROMO AZ MK                             089 37 16.8
 GN0509:UTM  13      -  CHROMO AZ MK                             089 54 26.0
 GN0509
 GN0509|---------------------------------------------------------------------|
 GN0509| PID    Reference Object                     Distance      Geod. Az  |
 GN0509|                                                           dddmmss.s |
 GN0509| CD3243 CHROMO AZ MK                                       0885152.3 |
 GN0509| GN0508 CHROMO PK                             1.400 METERS 21712     |
 GN0509| CD3244 CHROMO RM 1                           4.630 METERS 24852     |
 GN0509| CD3245 CHROMO RM 2                          14.940 METERS 34653     |
 GN0509|---------------------------------------------------------------------|
 GN0509
 GN0509                          SUPERSEDED SURVEY CONTROL
 GN0509
 GN0509  NAD 83(1992)-  36 57 36.83815(N)    106 44 01.75843(W) AD(       ) 2
 GN0509  NAD 83(1986)-  36 57 36.83794(N)    106 44 01.76104(W) AD(       ) 2
 GN0509  NAD 27      -  36 57 36.79991(N)    106 43 59.63472(W) AD(       ) 2
 GN0509  NGVD 29 (07/19/86) 3022.4    (m)         9916.     (f) VERT ANG       
 GN0509
 GN0509.Superseded values are not recommended for survey control.
 GN0509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0509.See file dsdata.txt to determine how the superseded data were derived.
 GN0509
 GN0509_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCA4564591865(NAD 83)
 GN0509_MARKER: DB = BENCH MARK DISK
 GN0509_SETTING: 66 = SET IN ROCK OUTCROP
 GN0509
 GN0509  HISTORY     - Date     Condition        Report By
 GN0509  HISTORY     - 1961     MONUMENTED       USGS
 GN0509
 GN0509                          STATION DESCRIPTION
 GN0509
 GN0509'DESCRIBED BY US GEOLOGICAL SURVEY 1961 (HWK)
 GN0509'THE STATION IS APPROXIMATELY 15 MILES EAST OF DULCE, 9.5 MILES
 GN0509'NORTHWEST OF CHAMA, 2 MILES SOUTH OF THE NEW MEXICO-COLORADO
 GN0509'STATE LINE, ON THE HIGHEST PART OF A LARGE ROCK OUTCROP WHICH
 GN0509'IS THE HIGHEST PART OF THE CHROMO MOUNTAIN, ON PROPERTY OF
 GN0509'THE JOHN SARGENT ESTATE.
 GN0509'
 GN0509'TO REACH THE STATION FROM THE POST OFFICE IN CHAMA, GO NORTH
 GN0509'ON STATE HIGHWAY 17 FOR 0.4 MILE TO THE END OF THE PAVEMENT
 GN0509'AND A SIDE ROAD ON THE LEFT.  TURN LEFT AND GO WEST 0.15 MILE
 GN0509'TO A T-INTERSECTION.  TURN RIGHT AND GO NORTH ON A GRAVEL ROAD
 GN0509'4.6 MILES TO A SIDE ROAD ON THE RIGHT.  CONTINUE NORTHERLY ON
 GN0509'THE GRAVEL ROAD 1.2 MILES TO A GATE AND A TRACK ROAD ON THE
 GN0509'LEFT AT AN OFFSET IN A FENCE.  TURN LEFT, PASS THROUGH THE
 GN0509'GATE AND GO WESTERLY ON THE TRACK ROAD 1.0 MILE TO A WIRE GATE
 GN0509'AT THE TOP OF A HILL.  PASS THROUGH THE GATE (KEY REQUIRED AT
 GN0509'THIS TIME) AND CONTINUE WESTERLY ON THE TRACK ROAD 0.9 MILE
 GN0509'TO THE AZIMUTH MARK ON THE LEFT IN A LARGE ROCK OUTCROP 179
 GN0509'FEET WEST OF A POLE CORRAL.  CONTINUE WEST ON THE TRACK
 GN0509'ROAD 0.7 MILE TO SHEEP PENS ON THE RIGHT.  CONTINUE ON THE
 GN0509'TRACK ROAD 0.4 MILE TO A T-INTERSECTION IN A DRAW.  TURN RIGHT,
 GN0509'UP A DRAW AND DOWN INTO ANOTHER DRAW 0.6 MILE TO A DIM TRACK
 GN0509'ROAD ON THE LEFT.  CONTINUE STRAIGHT AHEAD 0.1 MILE TO A
 GN0509'FORK IN A DRAW.  BEAR LEFT AND GO WEST UP THE LEFT DRAW 1.6
 GN0509'MILES TO A GATE AT THE TOP OF A RIDGE.  TURN LEFT AND GO
 GN0509'SOUTHERLY ALONG THE EAST SIDE OF A FENCE AND UP A STEEP GRADE
 GN0509'(A FOUR WHEEL DRIVE VEHICLE REQUIRED) FOR 1.1 MILES TO A FENCE
 GN0509'CORNER AT THE TOP OF A RIDGE AND THE END OF TRUCK
 GN0509'TRAVEL.  PACK WESTERLY UP STEEP POIONT OF A RIDGE TO A
 GN0509'LARGE ROCK OUTCROP AND THE STATION.  A FIVE MINUTE PACK.
 GN0509'
 GN0509'STATION MARK IS A U.S. GEOLOGICAL SURVEY BENCH MARK DISK STAMPED
 GN0509'CHROMO PK NO 1946, CEMENTED IN A DRILL HOLE IN ROCK OUTCROP
 GN0509'FLUSH WITH SURFACE OF THE OUTCROP.
 GN0509'
 GN0509'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED CHROMO USGS NO. 1
 GN0509'1961, IS CEMENTED IN A DRILL HOLE IN A PINNACLE SHAPED ROCK
 GN0509'OUTCROP WHICH IS 1 FOOT LOWER IN ELEVATION THAN THE STATION.
 GN0509'
 GN0509'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED CHROMO USGS
 GN0509'NO. 2 1961, IS CEMENTED IN A DRILL HOLE IN A PINNACLE SHAPED
 GN0509'ROCK OUTCROP WHICH IS 6 FEET LOWER IN ELEVATION THAN THE STATION.
 GN0509'
 GN0509'AZIMUTH MARK IS A STANDARD DISK STAMPED CHROMO USGS 1961,
 GN0509'CEMENTED IN A DRILL HOLE IN A LARGE ROCK OUTCROP WHICH PROJECTS
 GN0509'8 FEET ON ITS WEST SIDE.  IT IS 0.1 MILE SOUTH OF THE TRACK
 GN0509'ROAD AND 179 FEET WEST OF A POLE CORRAL.
 GN0509'
 GN0509'NOTE--DISTANCES TO THE REFERENCE MARKS COMPUTED FROM VERTICAL
 GN0509'ANGLES AND SLOPE MEASUREMENTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0508 ***********************************************************************
 GN0508  DESIGNATION -  CHROMO PK
 GN0508  PID         -  GN0508
 GN0508  STATE/COUNTY-  NM/RIO ARRIBA
 GN0508  USGS QUAD   -  CHROMO MOUNTAIN (1983)
 GN0508
 GN0508                         *CURRENT SURVEY CONTROL
 GN0508  ___________________________________________________________________
 GN0508* NAD 83(1992)-  36 57 36.80107(N)    106 44 01.79096(W)     ADJUSTED  
 GN0508* NAVD 88     -      3023.     (meters)    9918.     (feet)  SCALED    
 GN0508  ___________________________________________________________________
 GN0508  LAPLACE CORR-           8.90  (seconds)                    DEFLEC99
 GN0508  GEOID HEIGHT-         -17.21  (meters)                     GEOID03
 GN0508
 GN0508  HORZ ORDER  -  SECOND
 GN0508
 GN0508.The horizontal coordinates were established by classical geodetic methods
 GN0508.and adjusted by the National Geodetic Survey in December 1993..
 GN0508
 GN0508.The orthometric height was scaled from a topographic map.
 GN0508
 GN0508.The Laplace correction was computed from DEFLEC99 derived deflections.
 GN0508
 GN0508.The geoid height was determined by GEOID03.
 GN0508
 GN0508;                    North         East     Units Scale Factor Converg.
 GN0508;SPC NM C     -   661,165.522   456,915.152   MT  0.99992286   -0 17 27.3
 GN0508;SPC NM C     - 2,169,173.88  1,499,062.46   sFT  0.99992286   -0 17 27.3
 GN0508;SPC CO S     -   338,106.840   804,515.818   MT  1.00006078   -0 45 24.5
 GN0508;SPC CO S     - 1,109,272.19  2,639,482.31   sFT  1.00006078   -0 45 24.5
 GN0508;UTM  13      - 4,091,864.226   345,643.641   MT  0.99989352   -1 02 33.7
 GN0508
 GN0508!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GN0508!SPC NM C     -   0.99952845  x   0.99992286  =   0.99945134
 GN0508!SPC CO S     -   0.99952845  x   1.00006078  =   0.99958920
 GN0508!UTM  13      -   0.99952845  x   0.99989352  =   0.99942202
 GN0508
 GN0508                          SUPERSEDED SURVEY CONTROL
 GN0508
 GN0508  NAD 83(1992)-  36 57 36.80198(N)    106 44 01.79265(W) AD(       ) 2
 GN0508  NAD 83(1986)-  36 57 36.80177(N)    106 44 01.79526(W) AD(       ) 2
 GN0508  NAD 27      -  36 57 36.76374(N)    106 43 59.66894(W) AD(       ) 2
 GN0508
 GN0508.Superseded values are not recommended for survey control.
 GN0508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0508.See file dsdata.txt to determine how the superseded data were derived.
 GN0508
 GN0508_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCA4564491864(NAD 83)
 GN0508_MARKER: DD = SURVEY DISK
 GN0508_SETTING: 66 = SET IN ROCK OUTCROP
 GN0508_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 GN0508_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GN0508+STABILITY: POSITION/ELEVATION WELL
 GN0508
 GN0508  HISTORY     - Date     Condition        Report By
 GN0508  HISTORY     - 1961     MONUMENTED       USGS
 GN0508
 GN0508                          STATION DESCRIPTION
 GN0508
 GN0508'DESCRIBED BY US GEOLOGICAL SURVEY 1961 (HWK)
 GN0508'THE STATION IS APPROXIMATELY 15 MILES EAST OF DULCE, 9.5 MILES
 GN0508'NORTHWEST OF CHAMA, 2 MILES SOUTH OF THE NEW MEXICO-COLORADO
 GN0508'STATE LINE, ON THE HIGHEST PART OF A LARGE ROCK OUTCROP WHICH
 GN0508'IS THE HIGHEST PART OF CHROMO MOUNTAIN, ON PROPERTY OWNED BY
 GN0508'THE JOHN SARGENT ESTATE.
 GN0508'
 GN0508'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 GN0508'CHROMO (USGS) DISTANCE BEING, 4.59 FEET (1.400 METERS) SOUTHWEST
 GN0508'OF STATION CHROMO (USGS).  IT IS A U.S. GEOLOGICAL SURVEY STATION
 GN0508'DISK STAMPED CHROMO PK CH 1946 AND IS CEMENTED IN A DRILL HOLE
 GN0508'IN ROCK OUTCROP WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1515 ***********************************************************************
 CX1515  DESIGNATION -  CHUB
 CX1515  PID         -  CX1515
 CX1515  STATE/COUNTY-  NM/DONA ANA
 CX1515  USGS QUAD   -  HEART OF THE SANDS NW (1982)
 CX1515
 CX1515                         *CURRENT SURVEY CONTROL
 CX1515  ___________________________________________________________________
 CX1515* NAD 83(1992)-  32 57 15.75253(N)    106 23 22.90698(W)     ADJUSTED  
 CX1515* NAVD 88     -      1193.12   (+/-2cm)    3914.4    (feet)  VERTCON   
 CX1515  ___________________________________________________________________
 CX1515  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 CX1515  GEOID HEIGHT-         -23.30  (meters)                     GEOID03
 CX1515
 CX1515  HORZ ORDER  -  FIRST
 CX1515  VERT ORDER  -  THIRD ? (See Below)
 CX1515
 CX1515.The horizontal coordinates were established by classical geodetic methods
 CX1515.and adjusted by the National Geodetic Survey in December 1993..
 CX1515
 CX1515.The NAVD 88 height was computed by applying the VERTCON shift value to
 CX1515.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CX1515.The vertical order pertains to the NGVD 29 superseded value.
 CX1515
 CX1515.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1515
 CX1515.The geoid height was determined by GEOID03.
 CX1515
 CX1515;                    North         East     Units Scale Factor Converg.
 CX1515;SPC NM C     -   216,700.790   486,939.510   MT  0.99990210   -0 04 33.6
 CX1515;SPC NM C     -   710,959.18  1,597,567.38   sFT  0.99990210   -0 04 33.6
 CX1515;UTM  13      - 3,647,086.039   370,108.339   MT  0.99980803   -0 45 21.8
 CX1515
 CX1515!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1515!SPC NM C     -   0.99981637  x   0.99990210  =   0.99971849
 CX1515!UTM  13      -   0.99981637  x   0.99980803  =   0.99962443
 CX1515
 CX1515:                Primary Azimuth Mark                     Grid Az
 CX1515:SPC NM C     -  EC 30 2                                  133 05 11.6
 CX1515:UTM  13      -  EC 30 2                                  133 45 59.8
 CX1515
 CX1515|---------------------------------------------------------------------|
 CX1515| PID    Reference Object                     Distance      Geod. Az  |
 CX1515|                                                           dddmmss.s |
 CX1515| CX1507 EC 30 2                             APPROX.12.8 KM 1330038.0 |
 CX1515| CC7141 CHUB RM 1                            19.529 METERS 20912     |
 CX1515| CC7142 CHUB RM 2                            17.982 METERS 30022     |
 CX1515|---------------------------------------------------------------------|
 CX1515
 CX1515                          SUPERSEDED SURVEY CONTROL
 CX1515
 CX1515  NAD 83(1986)-  32 57 15.75923(N)    106 23 22.90919(W) AD(       ) 1
 CX1515  NAD 27      -  32 57 15.45824(N)    106 23 20.90968(W) AD(       ) 1
 CX1515  NGVD 29 (07/19/86) 1192.52   (m)         3912.5    (f) LEVELING    3  
 CX1515
 CX1515.Superseded values are not recommended for survey control.
 CX1515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1515.See file dsdata.txt to determine how the superseded data were derived.
 CX1515
 CX1515_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS7010847086(NAD 83)
 CX1515_MARKER: DS = TRIANGULATION STATION DISK
 CX1515_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX1515_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CX1515
 CX1515  HISTORY     - Date     Condition        Report By
 CX1515  HISTORY     - 1968     MONUMENTED       CGS
 CX1515
 CX1515                          STATION DESCRIPTION
 CX1515
 CX1515'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JBJ)
 CX1515'THE STATION IS ABOUT 22-1/2 MILES SOUTHWEST OF TULAROSA, 13-1/2 MILES
 CX1515'WEST-SOUTHWEST OF THE SOUTH END OF THE HOLLOMAN AIR FORCE BASE HIGH
 CX1515'SPEED TEST TRACK, 4 MILES NORTH OF ROAD 303 AND NEAR THE EAST EDGE
 CX1515'OF THE WHITE SANDS ALKALI FLATS.
 CX1515'
 CX1515'TO REACH THE STATION FROM THE SOUTH END OF THE TEST TRACK, GO
 CX1515'WESTERLY ON ROAD 303 FOR 9.5 MILES TO A FORK AND A CHECK POINT ON THE
 CX1515'LEFT, TAKE THE RIGHT FORK AND GO NORTHWEST AND THEN NORTH ON ROAD
 CX1515'303 FOR 4.5 MILES TO WHERE ROAD 303 CURVES BACK TO THE WEST AND A
 CX1515'SMALL WHITE BUILDING AND A ASTRODOME ON THE RIGHT.  CONTINUE
 CX1515'NORTH ON A DIM ROAD ALONG TELEPHONE LINE POLES FOR 3.95 MILES TO A
 CX1515'TELEPHONE LINE POLE WITH A TRIANGLE BLAZE, TURN LEFT AND GO WEST
 CX1515'ACROSS ALKALI FLATS FOR 0.1 MILE TO THE STATION.
 CX1515'
 CX1515'STATION MARK IS A STANDARD DISK, STAMPED CHUB 1968, SET IN THE TOP
 CX1515'OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT PROJECTS 4
 CX1515'INCHES ABOVE THE GROUND.  IT IS 459.0 FEET WEST-SOUTHWEST OF THE
 CX1515'TELEPHONE LINE POLE WITH TRIANGLE BLAZE AND 5.0 FEET NORTH OF A
 CX1515'WITNESS POST.  THE UNDERGROUND STATION MARK IS 36 INCHES BELOW
 CX1515'THE GROUND SURFACE.
 CX1515'
 CX1515'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CHUB NO 1 1968, SET IN
 CX1515'THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 CX1515'PROJECTS 6 INCHES ABOVE THE GROUND.  IT IS 3.4 FEET NORTH OF A
 CX1515'WITNESS POST AND ABOUT THE SAME IN ELEVATION AS THE STATION.
 CX1515'
 CX1515'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED CHUB NO 2 1968, SET IN
 CX1515'THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 CX1515'PROJECTS 8 INCHES ABOVE THE GROUND.  IT IS ABOUT THE SAME IN
 CX1515'ELEVATION AS THE STATION.
 CX1515'
 CX1515'R4 L6 USE IS A UNITED STATES CORP OF ENGINEERS BRONZE DISK, STAMPED
 CX1515'R4 L6 1963 ALBUQUER DIST, SET IN THE TOP OF A 10 INCH SQUARE
 CX1515'CONCRETE POST, THAT PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS 2.0
 CX1515'FEET NORTH OF A WITNESS POST.  TO REACH THE MARK FROM THE STATION,
 CX1515'GO SOUTH ACROSS ALKALI FLATS FOR 0.9 MILE TO THE MARK.
 CX1515'
 CX1515'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1508 ***********************************************************************
 CX1508  DESIGNATION -  CHUCK
 CX1508  PID         -  CX1508
 CX1508  STATE/COUNTY-  NM/OTERO
 CX1508  USGS QUAD   -  HEART OF THE SANDS NE (1982)
 CX1508
 CX1508                         *CURRENT SURVEY CONTROL
 CX1508  ___________________________________________________________________
 CX1508* NAD 83(1992)-  32 55 07.78587(N)    106 21 08.34554(W)     ADJUSTED  
 CX1508* NAVD 88     -      1197.37   (+/-2cm)    3928.4    (feet)  VERTCON   
 CX1508  ___________________________________________________________________
 CX1508  LAPLACE CORR-           1.00  (seconds)                    DEFLEC99
 CX1508  GEOID HEIGHT-         -23.32  (meters)                     GEOID03
 CX1508
 CX1508  HORZ ORDER  -  FIRST
 CX1508  VERT ORDER  -  THIRD ? (See Below)
 CX1508
 CX1508.The horizontal coordinates were established by classical geodetic methods
 CX1508.and adjusted by the National Geodetic Survey in December 1993..
 CX1508
 CX1508.The NAVD 88 height was computed by applying the VERTCON shift value to
 CX1508.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CX1508.The vertical order pertains to the NGVD 29 superseded value.
 CX1508
 CX1508.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1508
 CX1508.The geoid height was determined by GEOID03.
 CX1508
 CX1508;                    North         East     Units Scale Factor Converg.
 CX1508;SPC NM C     -   212,754.964   490,430.244   MT  0.99990113   -0 03 20.2
 CX1508;SPC NM C     -   698,013.58  1,609,019.89   sFT  0.99990113   -0 03 20.2
 CX1508;UTM  13      - 3,643,099.474   373,551.676   MT  0.99979715   -0 44 06.1
 CX1508
 CX1508!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1508!SPC NM C     -   0.99981570  x   0.99990113  =   0.99971685
 CX1508!UTM  13      -   0.99981570  x   0.99979715  =   0.99961289
 CX1508
 CX1508:                Primary Azimuth Mark                     Grid Az
 CX1508:SPC NM C     -  CHAS                                     272 01 31.1
 CX1508:UTM  13      -  CHAS                                     272 42 17.0
 CX1508
 CX1508|---------------------------------------------------------------------|
 CX1508| PID    Reference Object                     Distance      Geod. Az  |
 CX1508|                                                           dddmmss.s |
 CX1508| CX1509 CHAS                                APPROX. 1.0 KM 2715810.9 |
 CX1508|---------------------------------------------------------------------|
 CX1508
 CX1508                          SUPERSEDED SURVEY CONTROL
 CX1508
 CX1508  NAD 83(1986)-  32 55 07.79263(N)    106 21 08.34757(W) AD(       ) 1
 CX1508  NAD 27      -  32 55 07.48806(N)    106 21 06.35663(W) AD(       ) 1
 CX1508  NGVD 29 (07/19/86) 1196.77   (m)         3926.4    (f) LEVELING    3  
 CX1508
 CX1508.Superseded values are not recommended for survey control.
 CX1508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1508.See file dsdata.txt to determine how the superseded data were derived.
 CX1508
 CX1508_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS7355243099(NAD 83)
 CX1508_MARKER: DD = SURVEY DISK
 CX1508_SETTING: 0 = UNSPECIFIED SETTING
 CX1508_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX1508
 CX1508  HISTORY     - Date     Condition        Report By
 CX1508  HISTORY     - 1968     MONUMENTED       DMA
 CX1508
 CX1508                          STATION DESCRIPTION
 CX1508
 CX1508'DESCRIBED BY DEFENSE MAP AGENCY 1968 (JBJ)
 CX1508'THE STATION IS ABOUT 23 MILES WEST OF ALAMOGORDO, 18-1/2 MILES
 CX1508'SOUTHEAST OF THE RHODES CANYON RANGE CENTER, 12-1/2 MILES
 CX1508'WEST-NORTHWEST OF THE SOUTH END OF THE HOLLOMAN AIR FORCE BASE HIGH
 CX1508'SPEED TEST TRACK, 7-1/2 MILES EAST OF ROUTE 7 AND ON THE TOP OF A
 CX1508'BUILDING NUMBERED 29015, THAT IS ABOUT 10 FEET HIGH.
 CX1508'
 CX1508'TO REACH THE STATION FROM THE SOUTH END OF THE TEST TRACK, GO
 CX1508'WESTERLY ON ROAD 303, A GRAVELED ROAD, FOR 9.1 MILES TO A FORK AND
 CX1508'A GUARD SHACK ON THE LEFT.  TAKE THE RIGHT FORK AND GO NORTHWEST
 CX1508'AND NORTH ON A DIRT ROAD FOR 4.2 MILES TO THE BUILDING AND THE
 CX1508'STATION AT A POINT WHERE THE ROAD CURVES TO THE LEFT.
 CX1508'
 CX1508'THE STATION MARK IS A BRONZE DISK OF THE WHITE SANDS PROVING GROUNDS,
 CX1508'STAMPED CHUCK, CEMENTED IN A DRILL HOLE IN THE CONCRETE ROOF OF THE
 CX1508'BUILDING.  IT IS 17.5 FEET NORTHWEST OF THE SOUTHEAST CORNER OF THE
 CX1508'BUILDING, 17.1 FEET SOUTHWEST OF THE NORTHEAST CORNER OF THE
 CX1508'BUILDING, 14.3 FEET NORTH OF THE SOUTHWEST CORNER OF THE BUILDING AND
 CX1508'13.9 FEET SOUTH OF THE NORTHWEST CORNER OF THE BUILDING.
 CX1508'
 CX1508'TRIANGULATION STATION CHAS WILL SERVE AS AN AZIMUTH MARK.
 CX1508'
 CX1508'AS INFORMED BY THE WHITE SANDS MISSILE RANGE NO REFERENCE MARKS ARE
 CX1508'REQUIRED AT THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0553 ***********************************************************************
 GN0553  DESIGNATION -  CHUILLIA
 GN0553  PID         -  GN0553
 GN0553  STATE/COUNTY-  NM/SANDOVAL
 GN0553  USGS QUAD   -  ARROYO CHIJUILLITA (1963)
 GN0553
 GN0553                         *CURRENT SURVEY CONTROL
 GN0553  ___________________________________________________________________
 GN0553* NAD 83(1992)-  36 04 17.94326(N)    107 02 53.43391(W)     ADJUSTED  
 GN0553* NAVD 88     -      2229.7    (meters)    7315.     (feet)  VERTCON   
 GN0553  ___________________________________________________________________
 GN0553  LAPLACE CORR-           6.11  (seconds)                    DEFLEC99
 GN0553  GEOID HEIGHT-         -19.66  (meters)                     GEOID03
 GN0553
 GN0553  HORZ ORDER  -  THIRD
 GN0553
 GN0553.The horizontal coordinates were established by classical geodetic methods
 GN0553.and adjusted by the National Geodetic Survey in December 1993..
 GN0553
 GN0553.The NAVD 88 height was computed by applying the VERTCON shift value to
 GN0553.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GN0553
 GN0553.The Laplace correction was computed from DEFLEC99 derived deflections.
 GN0553
 GN0553.The geoid height was determined by GEOID03.
 GN0553
 GN0553;                    North         East     Units Scale Factor Converg.
 GN0553;SPC NM C     -   562,757.322   428,105.127   MT  0.99996367   -0 28 11.9
 GN0553;SPC NM C     - 1,846,312.98  1,404,541.57   sFT  0.99996367   -0 28 11.9
 GN0553;UTM  13      - 3,993,837.181   315,557.734   MT  1.00001918   -1 12 22.7
 GN0553
 GN0553!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GN0553!SPC NM C     -   0.99965326  x   0.99996367  =   0.99961694
 GN0553!UTM  13      -   0.99965326  x   1.00001918  =   0.99967243
 GN0553
 GN0553|---------------------------------------------------------------------|
 GN0553| PID    Reference Object                     Distance      Geod. Az  |
 GN0553|                                                           dddmmss.s |
 GN0553| GN0554 CHUILLIA 2                           44.528 METERS 02126     |
 GN0553| CD3247 CHUILLIA RM 1                        15.190 METERS 05823     |
 GN0553| CD3248 CHUILLIA RM 2                         8.910 METERS 11542     |
 GN0553| CD3249 CHUILLIA 2 AZ MK                                   2641739.8 |
 GN0553| CU7023 CHUILLIA AZ MK                                     2655838.2 |
 GN0553|---------------------------------------------------------------------|
 GN0553
 GN0553                          SUPERSEDED SURVEY CONTROL
 GN0553
 GN0553  NAD 83(1986)-  36 04 17.94419(N)    107 02 53.43885(W) AD(       ) 3
 GN0553  NAD 27      -  36 04 17.89280(N)    107 02 51.30000(W) AD(       ) 3
 GN0553  NGVD 29 (07/19/86) 2228.6    (m)         7312.     (f) VERT ANG       
 GN0553
 GN0553.Superseded values are not recommended for survey control.
 GN0553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0553.See file dsdata.txt to determine how the superseded data were derived.
 GN0553
 GN0553_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV1555893837(NAD 83)
 GN0553_MARKER: DS = TRIANGULATION STATION DISK
 GN0553_SETTING: 66 = SET IN ROCK OUTCROP
 GN0553
 GN0553  HISTORY     - Date     Condition        Report By
 GN0553  HISTORY     - 1958     MONUMENTED       CGS
 GN0553  HISTORY     - 1968     SEE DESCRIPTION  CGS
 GN0553
 GN0553                          STATION DESCRIPTION
 GN0553
 GN0553'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RLE)
 GN0553'THE STATION IS LOCATED AIRLINE, ABOUT 6 MILES NORTHWEST OF
 GN0553'CUBA, ALONG THE NORTH SIDE OF STATE HIGHWAY 44, ON A HIGH
 GN0553'SANDSTONE CUTBANK.
 GN0553'
 GN0553'THE STATION IS A STANDARD DISK STAMPED CHUILLIA 1958 SET IN
 GN0553'A DRILL HOLE IN OUTCROPPING BEDROCK WHICH IS ABOUT FLUSH WITH
 GN0553'THE SURROUNDING SURFACE.  IT IS 48 FEET NORTH OF THE CENTER
 GN0553'OF THE HIGHWAY AND ABOUT 40 FEET HIGHER, 35 FEET SOUTH OF
 GN0553'AN EAST-WEST FENCE LINE AND 17.5 FEET NORTH OF THE SOUTH
 GN0553'EDGE OF THE CUTBANK.
 GN0553'
 GN0553'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED CHUILLIA
 GN0553'NO 1 1958 SET IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH
 GN0553'IS ABOUT FLUSH WITH THE SURROUNDING SURFACE AND IS ABOUT 2 FEET
 GN0553'HIGHER THAN THE STATION.  IT IS 12 FEET WEST OF THE EAST
 GN0553'EDGE OF THE ROCKY KNOLL AND 9 FEET SOUTH OF AN EAST-WEST FENCE
 GN0553'LINE.
 GN0553'
 GN0553'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED CHUILLIA
 GN0553'NO 2 1958 SET IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH
 GN0553'IS ABOUT FLUSH WITH THE SURROUNDING SURFACE AND IS ABOUT
 GN0553'2 FEET HIGHER THAN THE STATION.
 GN0553'
 GN0553'THE AZIMUTH MARK IS A STANDARD DISK STAMPED CHUILLIA 1958 SET
 GN0553'IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH IS ABOUT FLUSH WITH
 GN0553'THE SURROUNDING SURFACE.  IT IS 42 FEET SOUTH OF THE CENTER
 GN0553'OF THE HIGHWAY AND ABOUT 30 FEET HIGHER, ON A HIGH CUTBANK.
 GN0553'
 GN0553'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON STATE
 GN0553'HIGHWAY 44 FOR 0.3 MILE TO A CUTBANK AND THE AZIMUTH MARK
 GN0553'ON THE LEFT, SOUTH SIDE.
 GN0553'
 GN0553'TO REACH THE STATION FROM THE POST OFFICE IN CUBA, GO NORTH
 GN0553'ON STATE HIGHWAY 44 FOR 3.5 MILES TO A JUNCTION WITH STATE
 GN0553'HIGHWAY 96.  CONTINUE NORTH AND WEST ON STATE HIGHWAY 44
 GN0553'FOR 3.5 MILES TO A CUTBANK AND THE STATION ON THE RIGHT,
 GN0553'NORTH SIDE.
 GN0553
 GN0553                          STATION RECOVERY (1968)
 GN0553
 GN0553'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RT)
 GN0553'THE STATION MARK, AZIMUTH MARK AND REFERENCE MARKS 1 AND 2
 GN0553'WERE RECOVERED IN GOOD CONDITION AND AS DESCRIBED IN 1958,
 GN0553'BUT IT WAS FOUND THAT ALL OF THE MARKS WERE WITHIN THE FUTURE
 GN0553'CONSTRUCTION AREA OF THE WIDENING PROGRAM OF STATE HIGHWAY
 GN0553'44.  A NUMBER TWO STATION WITH AN AZIMUTH MARK AND REFERENCE
 GN0553'MARKS WAS ESTABLISHED AT THIS TIME AND UPON ITS COMPLETION
 GN0553'ALL OF THE ORIGINAL MARKS WERE DESTROYED.
 GN0553'
 GN0553'OBSERVATIONS TAKEN AT CHUILLIA AZIMUTH MARK 1958 1968 FOLLOW--
 GN0553'
 GN0553'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 6 MILES
 GN0553'AIRLINE NORTHWEST OF CUBA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0554 ***********************************************************************
 GN0554  DESIGNATION -  CHUILLIA 2
 GN0554  PID         -  GN0554
 GN0554  STATE/COUNTY-  NM/SANDOVAL
 GN0554  USGS QUAD   -  ARROYO CHIJUILLITA (1963)
 GN0554
 GN0554                         *CURRENT SURVEY CONTROL
 GN0554  ___________________________________________________________________
 GN0554* NAD 83(1992)-  36 04 19.28809(N)    107 02 52.78384(W)     ADJUSTED  
 GN0554* NAVD 88     -      2228.3    (meters)    7311.     (feet)  VERTCON   
 GN0554  ___________________________________________________________________
 GN0554  LAPLACE CORR-           6.11  (seconds)                    DEFLEC99
 GN0554  GEOID HEIGHT-         -19.66  (meters)                     GEOID03
 GN0554
 GN0554  HORZ ORDER  -  SECOND
 GN0554
 GN0554.The horizontal coordinates were established by classical geodetic methods
 GN0554.and adjusted by the National Geodetic Survey in December 1993..
 GN0554
 GN0554.The NAVD 88 height was computed by applying the VERTCON shift value to
 GN0554.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GN0554
 GN0554.The Laplace correction was computed from DEFLEC99 derived deflections.
 GN0554
 GN0554.The geoid height was determined by GEOID03.
 GN0554
 GN0554;                    North         East     Units Scale Factor Converg.
 GN0554;SPC NM C     -   562,798.637   428,121.732   MT  0.99996364   -0 28 11.6
 GN0554;SPC NM C     - 1,846,448.53  1,404,596.05   sFT  0.99996364   -0 28 11.6
 GN0554;UTM  13      - 3,993,878.281   315,574.870   MT  1.00001911   -1 12 22.3
 GN0554
 GN0554!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GN0554!SPC NM C     -   0.99965347  x   0.99996364  =   0.99961713
 GN0554!UTM  13      -   0.99965347  x   1.00001911  =   0.99967258
 GN0554
 GN0554|---------------------------------------------------------------------|
 GN0554| PID    Reference Object                     Distance      Geod. Az  |
 GN0554|                                                           dddmmss.s |
 GN0554| GN0553 CHUILLIA                             44.528 METERS 20126     |
 GN0554| CD3250 CHUILLIA 2 RM 3                       8.333 METERS 21050     |
 GN0554| CD3249 CHUILLIA 2 AZ MK                                   2600817.8 |
 GN0554| CU7023 CHUILLIA AZ MK                                     2613550.9 |
 GN0554| CD3251 CHUILLIA 2 RM 4                       7.793 METERS 34209     |
 GN0554|---------------------------------------------------------------------|
 GN0554
 GN0554                          SUPERSEDED SURVEY CONTROL
 GN0554
 GN0554  NAD 83(1986)-  36 04 19.28911(N)    107 02 52.78874(W) AD(       ) 2
 GN0554  NAD 27      -  36 04 19.23765(N)    107 02 50.64998(W) AD(       ) 2
 GN0554  NGVD 29 (07/19/86) 2227.2    (m)         7307.     (f) VERT ANG       
 GN0554
 GN0554.Superseded values are not recommended for survey control.
 GN0554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0554.See file dsdata.txt to determine how the superseded data were derived.
 GN0554
 GN0554_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV1557593878(NAD 83)
 GN0554_MARKER: DS = TRIANGULATION STATION DISK
 GN0554_SETTING: 66 = SET IN ROCK OUTCROP
 GN0554
 GN0554  HISTORY     - Date     Condition        Report By
 GN0554  HISTORY     - 1968     MONUMENTED       CGS
 GN0554  HISTORY     - 1971     GOOD             NGS
 GN0554  HISTORY     - 1971     GOOD             NMHD
 GN0554
 GN0554                          STATION DESCRIPTION
 GN0554
 GN0554'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (RAT)
 GN0554'THE STATION IS LOCATED AIRLINE, ABOUT 6 MILES NORTHWEST OF
 GN0554'CUBA, ALONG THE NORTH SIDE OF STATE HIGHWAY 44, AND ON A
 GN0554'CUT-BANK ABOUT 35 FEET HIGHER THAN THE HIGHWAY.
 GN0554'
 GN0554'TO REACH THE STATION FROM THE POST OFFICE AT CUBA, DRIVE
 GN0554'NORTH ON STATE HIGHWAY 44 FOR 3.5 MILES TO ITS INTERSECTION WITH
 GN0554'STATE HIGHWAY 96.  CONTINUE NORTH AND WEST ON STATE HIGHWAY
 GN0554'44 FOR 3.5 MILES TO A HIGH CUT-BANK AND THE STATION ON THE
 GN0554'RIGHT AS DESCRIBED.
 GN0554'
 GN0554'THE STATION MARK IS A STANDARD DISK, STAMPED CHUILLIA 2
 GN0554'1968, CEMENTED IN A DRILL HOLE IN A LARGE SLAB OF BEDROCK
 GN0554'ON THE EAST EDGE OF THE TOP OF A NORTH-SOUTH RIDGE.  IT IS
 GN0554'124 FEET NORTH OF THE STAKED CENTER OF THE FUTURE WIDENED STATE
 GN0554'HIGHWAY 44, 39.0 FEET NORTHEAST OF A DOUBLE BRACED METAL
 GN0554'FENCE POST, 32.2 FEET NORTHEAST OF A TELEPHONE POLE, 29.5
 GN0554'FEET SOUTHEAST OF A PINE TREE THAT GROWS ON THE CENTER OF THE
 GN0554'TOP OF THE RIDGE, 24.0 FEET NORTH OF THE NORTH HIGHWAY
 GN0554'RIGHT-OF-WAY FENCE, AND 10.0 FEET WEST OF THE EAST EDGE OF THE
 GN0554'BEDROCK SLAB.
 GN0554'
 GN0554'REFERENCE MARK 3, A STANDARD DISK STAMPED CHUILLIA 2 NO 3
 GN0554'1968, IS CEMENTED IN A DRILL HOLE IN BEDROCK THAT IS FLUSH
 GN0554'WITH THE GROUND.  IT IS ON THE TOP OF THE RIDGE, 15.3 FEET
 GN0554'EAST-SOUTHEAST OF THE TELEPHONE POLE, 15.0 FEET EAST OF THE
 GN0554'DOUBLE BRACED FENCE POST, 2.6 FEET WEST OF A METAL FENCE POST,
 GN0554'0.5 FOOT NORTH OF THE NORTH RIGHT-OF-WAY FENCE, AND ABOUT
 GN0554'2 FEET HIGHER IN ELEVATION THAN THE STATION MARK.
 GN0554'
 GN0554'REFERENCE MARK 4, A STANDARD DISK STAMPED CHUILLIA 2 NO 4
 GN0554'1968, IS CEMENTED IN A DRILL HOLE IN BEDROCK ON THE EAST SIDE
 GN0554'OF THE TOP OF THE RIDGE, 48.5 FEET NORTH OF THE NORTH RIGHT-OF-WAY
 GN0554'FENCE, 45.8 FEET NORTHEAST OF THE TELEPHONE POLE, 20.5 FEET
 GN0554'NORTHEAST OF THE PINE TREE, 10.0 FEET WEST OF A SMALL CEDAR
 GN0554'TREE, SET ABOUT FLUSH WITH THE GROUND SURFACE, AND IS ABOUT
 GN0554'1/2 FOOT LOWER IN ELEVATION THAN THE STATION.
 GN0554'
 GN0554'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED CHUILLIA 2 RESET
 GN0554'1968, CEMENTED IN A DRILL HOLE IN BED ROCK THAT IS FLUSH
 GN0554'WITH THE GROUND SURFACE ON THE WEST SIDE AND PROJECTS 2-1/2
 GN0554'FEET ON THE EAST SIDE.  IT IS ALONG THE SOUTH RIGHT-OF-WAY
 GN0554'OF STATE HIGHWAY 44, 0.3 MILE WEST OF THE STATION, 18.0 FEET
 GN0554'SOUTHEAST OF A POWERLINE POLE THAT SUPPORTS A TRANSFORMER,
 GN0554'AND 6.5 FEET SOUTH OF THE SOUTH RIGHT-OF-WAY FENCE.
 GN0554
 GN0554                          STATION RECOVERY (1971)
 GN0554
 GN0554'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (RGL)
 GN0554'THE STATION WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD
 GN0554'CONDITION.
 GN0554
 GN0554                          STATION RECOVERY (1971)
 GN0554
 GN0554'RECOVERY NOTE BY NM HIGHWAY DEPT 1971
 GN0554'CHUILLIA 2 1968-GOOD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GO0246 ***********************************************************************
 GO0246  DESIGNATION -  CHUKIA
 GO0246  PID         -  GO0246
 GO0246  STATE/COUNTY-  NM/SAN JUAN
 GO0246  USGS QUAD   -  OLD PINE SPRING (1966)
 GO0246
 GO0246                         *CURRENT SURVEY CONTROL
 GO0246  ___________________________________________________________________
 GO0246* NAD 83(1992)-  36 19 26.34922(N)    108 59 30.99250(W)     ADJUSTED  
 GO0246* NAVD 88     -      2792.6    (meters)    9162.     (feet)  VERTCON   
 GO0246  ___________________________________________________________________
 GO0246  LAPLACE CORR-          -8.17  (seconds)                    DEFLEC99
 GO0246  GEOID HEIGHT-         -19.58  (meters)                     GEOID03
 GO0246
 GO0246  HORZ ORDER  -  THIRD
 GO0246
 GO0246.The horizontal coordinates were established by classical geodetic methods
 GO0246.and adjusted by the National Geodetic Survey in December 1993..
 GO0246
 GO0246.The NAVD 88 height was computed by applying the VERTCON shift value to
 GO0246.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GO0246
 GO0246.The Laplace correction was computed from DEFLEC99 derived deflections.
 GO0246
 GO0246.The geoid height was determined by GEOID03.
 GO0246
 GO0246;                    North         East     Units Scale Factor Converg.
 GO0246;SPC NM W     -   591,092.353   725,971.034   MT  1.00004996   -0 41 10.9
 GO0246;SPC NM W     - 1,939,275.49  2,381,789.97   sFT  1.00004996   -0 41 10.9
 GO0246;SPC AZ E     -   591,099.956   318,834.224   MT  1.00003703   +0 41 45.3
 GO0246;SPC AZ E     - 1,939,304.32  1,046,044.04   iFT  1.00003703   +0 41 45.3
 GO0246;UTM  12      - 4,021,755.653   680,249.404   MT  1.00000032   +1 11 23.3
 GO0246
 GO0246!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GO0246!SPC NM W     -   0.99956498  x   1.00004996  =   0.99961492
 GO0246!SPC AZ E     -   0.99956498  x   1.00003703  =   0.99960199
 GO0246!UTM  12      -   0.99956498  x   1.00000032  =   0.99956530
 GO0246
 GO0246:                Primary Azimuth Mark                     Grid Az
 GO0246:SPC NM W     -  BEAR                                     250 13 35.4
 GO0246:SPC AZ E     -  BEAR                                     248 50 39.2
 GO0246:UTM  12      -  BEAR                                     248 21 01.2
 GO0246
 GO0246|---------------------------------------------------------------------|
 GO0246| PID    Reference Object                     Distance      Geod. Az  |
 GO0246|                                                           dddmmss.s |
 GO0246| GO0500 BEAR                                APPROX. 6.3 KM 2493224.5 |
 GO0246|---------------------------------------------------------------------|
 GO0246
 GO0246                          SUPERSEDED SURVEY CONTROL
 GO0246
 GO0246  NAD 83(1992)-  36 19 26.34907(N)    108 59 30.99293(W) AD(       ) 3
 GO0246  NAD 83(1986)-  36 19 26.35428(N)    108 59 31.00229(W) AD(       ) 3
 GO0246  NGVD 29 (08/22/88) 2791.4    (m)         9158.     (f) VERT ANG       
 GO0246
 GO0246.Superseded values are not recommended for survey control.
 GO0246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GO0246.See file dsdata.txt to determine how the superseded data were derived.
 GO0246
 GO0246_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXF8024921756(NAD 83)
 GO0246_MARKER: DS = TRIANGULATION STATION DISK
 GO0246_SETTING: 80 = SET IN A BOULDER
 GO0246_SP_SET: SET IN DRILL HOLE IN A BOULDER
 GO0246_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GO0246+STABILITY: SURFACE MOTION
 GO0246
 GO0246  HISTORY     - Date     Condition        Report By
 GO0246  HISTORY     - 1955     MONUMENTED       USGS
 GO0246
 GO0246                          STATION DESCRIPTION
 GO0246
 GO0246'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 GO0246'LOCATED ABOUT 10 MI N. AND 30 MI E. OF CHINLE, AZ.  ON SOUTH END
 GO0246'OF SMALL TOP.
 GO0246'
 GO0246'TO REACH FROM CHINLE POST OFFICE, DRIVE 0.1 MI N.  TURN RIGHT 0.5
 GO0246'MI TO GARCIAS TRADING POST, CONTINUE 0.3 MI N. ON SOUTH RIM RD.
 GO0246'TURN LEFT ACROSS CHINLE WASH 27.0 MI TO FORT DEFIANCE-LUKACHUKAI
 GO0246'RDS.  TAKE LEFT FORK 4.9 MI TO KENNEDYS TRADING POST AT
 GO0246'LUKACHUKAI.  TAKE RIGHT FORK RED ROCK RD. 10.2 MI TO SIGN
 GO0246'ROCK BUTTE LO.  TAKE RIGHT FORK 1.1 MI.  TAKE LEFT FORK 1.4 MI.
 GO0246'TAKE RIGHT FORK 1.7 MI.  TAKE LEFT FORK 0.9 MI.  TAKE RIGHT FORK
 GO0246'0.1 MI.  TAKE RIGHT FORK JOINING MAIN RD. TO CRYSTAL 0.7 MI.  TAKE
 GO0246'RIGHT FORK NEAR ASPEN-POLE FENCED GARDEN PLOT 6.3 MI.  TAKE LEFT
 GO0246'FORK 2.7 MI (RIGHT FORK GOES DOWN TISALE CREEK).  TAKE LEFT FORK
 GO0246'9.0 MI.  TAKE LEFT FORK 0.8 MI.  LEAVE MAIN RD. S. 0.1 MI TO BASE
 GO0246'OF HILL.  CLIMB NORTH SLOPE OF HILL TO STATION AT SOUTH END ON
 GO0246'TIMBERED TOP.
 GO0246'
 GO0246'STATION MARK--STANDARD TABLET STAMPED---CHUKIA 1955---, IN DRILL
 GO0246'HOLE IN SMALL BOULDER 0.6 FT BELOW GROUND.
 GO0246'
 GO0246'RM 1--COPPER NAIL AND WASHER AT GROUND LEVEL IN PINE STUMP
 GO0246'MARKED WITH TRIANGLE BLAZE.
 GO0246'
 GO0246'RM 2--COPPER NAIL AND WASHER AT GROUND LEVEL IN 18-INCH PINE
 GO0246'TREE.
 GO0246'
 GO0246'RM 3--COPPER NAIL AND WASHER AT GROUND LEVEL IN 18-INCH FIR TREE
 GO0246'MARKED WITH TRIANGLE BLAZE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS1312 ***********************************************************************
 DS1312  DESIGNATION -  CHUPEDERA
 DS1312  PID         -  DS1312
 DS1312  STATE/COUNTY-  NM/SOCORRO
 DS1312  USGS QUAD   -  INDIAN WELL WILDERNESS (1981)
 DS1312
 DS1312                         *CURRENT SURVEY CONTROL
 DS1312  ___________________________________________________________________
 DS1312* NAD 83(1992)-  33 50 49.24822(N)    106 56 59.39286(W)     ADJUSTED  
 DS1312* NAVD 88     -      1912.8    (meters)    6276.     (feet)  VERTCON   
 DS1312  ___________________________________________________________________
 DS1312  LAPLACE CORR-          -3.91  (seconds)                    DEFLEC99
 DS1312  GEOID HEIGHT-         -22.44  (meters)                     GEOID03
 DS1312
 DS1312  HORZ ORDER  -  FIRST
 DS1312
 DS1312.The horizontal coordinates were established by classical geodetic methods
 DS1312.and adjusted by the National Geodetic Survey in December 1993..
 DS1312
 DS1312.The NAVD 88 height was computed by applying the VERTCON shift value to
 DS1312.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DS1312
 DS1312.The Laplace correction was computed from DEFLEC99 derived deflections.
 DS1312
 DS1312.The geoid height was determined by GEOID03.
 DS1312
 DS1312;                    North         East     Units Scale Factor Converg.
 DS1312;SPC NM C     -   315,906.423   435,236.416   MT  0.99995169   -0 23 23.3
 DS1312;SPC NM C     - 1,036,436.32  1,427,938.14   sFT  0.99995169   -0 23 23.3
 DS1312;UTM  13      - 3,746,903.411   319,601.820   MT  1.00000120   -1 05 10.7
 DS1312
 DS1312!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS1312!SPC NM C     -   0.99970333  x   0.99995169  =   0.99965504
 DS1312!UTM  13      -   0.99970333  x   1.00000120  =   0.99970453
 DS1312
 DS1312:                Primary Azimuth Mark                     Grid Az
 DS1312:SPC NM C     -  CHUPEDERA AZ MK RESET                    108 09 24.4
 DS1312:UTM  13      -  CHUPEDERA AZ MK RESET                    108 51 11.8
 DS1312
 DS1312|---------------------------------------------------------------------|
 DS1312| PID    Reference Object                     Distance      Geod. Az  |
 DS1312|                                                           dddmmss.s |
 DS1312| CD1792 CHUPEDERA AZ MK RESET                              1074601.1 |
 DS1312| CD1793 CHUPEDERA RM 1                        5.809 METERS 22741     |
 DS1312| CD1794 CHUPEDERA RM 2                        5.305 METERS 34641     |
 DS1312|---------------------------------------------------------------------|
 DS1312
 DS1312                          SUPERSEDED SURVEY CONTROL
 DS1312
 DS1312  NAD 83(1986)-  33 50 49.25561(N)    106 56 59.39497(W) AD(       ) 1
 DS1312  NAD 27      -  33 50 49.01960(N)    106 56 57.28590(W) AD(       ) 1
 DS1312  NGVD 29 (07/19/86) 1912.0    (m)         6273.     (f) VERT ANG       
 DS1312
 DS1312.Superseded values are not recommended for survey control.
 DS1312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS1312.See file dsdata.txt to determine how the superseded data were derived.
 DS1312
 DS1312_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT1960246903(NAD 83)
 DS1312_MARKER: DB = BENCH MARK DISK
 DS1312_SETTING: 80 = SET IN A BOULDER
 DS1312_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 DS1312
 DS1312  HISTORY     - Date     Condition        Report By
 DS1312  HISTORY     - 1934     MONUMENTED       USGS
 DS1312  HISTORY     - 1952     GOOD             CGS
 DS1312  HISTORY     - 1954     SEE DESCRIPTION  CGS
 DS1312
 DS1312                          STATION DESCRIPTION
 DS1312
 DS1312'DESCRIBED BY US GEOLOGICAL SURVEY 1934 (LCJ)
 DS1312'THE STATION IS ABOUT 6 MILES SOUTHWEST OF SAN ANTONIO AND ON
 DS1312'THE HIGHEST POINT OF THE HIGHEST PEAK OF THE NORTHEASTERN GROUP
 DS1312'OF MOUNTAINS.  THERE IS A HIGHER PEAK TOWARD THE SOUTHEST.  TO
 DS1312'REACH THE STATION FROM SAN ANTONIO, GO SOUTHWARD 4.3 MILES ON
 DS1312'U.S. HIGHWAY 85, TURN RIGHT OFF THE ROAD AND GO ONE MILE ACROSS
 DS1312'COUNTRY TO A DRY WASH, FOLLOW THE MAIN PART OF THE WASH AROUND
 DS1312'TO A POINT NORTH OF THE MOST EASTERN PEAK, GO SOUTHWARD TO THE
 DS1312'SADDLE, GO SOUTHWARD ACROSS ANOTHER WASH OR SWALE TO THE
 DS1312'RIDGE, FOLLOW THE RIDGE TO THE HIGHEST POINT AND THE STATION.
 DS1312'THE STATION IS MARKED WITH A U.S. GEOLOGICAL SURVEY BENCH
 DS1312'MARK SET IN A DRILL HOLE IN A BOULDER.  THE REFERENCE MARKS ARE
 DS1312'STANDARD DISKS SET IN ROCK.  REFERENCE MARK
 DS1312'NO. 1 IS 5.857 METERS (19.22 FEET) FROM THE STATION
 DS1312'N 13 DEG 19 MIN W, AND NO 2 IS 5.386 METERS (17.67
 DS1312'FEET) FROM THE STATION S 47 DEG 42 MIN W.
 DS1312
 DS1312                          STATION RECOVERY (1952)
 DS1312
 DS1312'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (RLE)
 DS1312'THE STATION, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2
 DS1312'WERE RECOVERED AND ARE IN EXCELLENT CONDITION.  AN AZIMUTH MARK
 DS1312'WAS ESTABLISHED BY THIS PARTY.
 DS1312'
 DS1312'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 DS1312'
 DS1312'THE STATION IS LOCATED ABOUT 8 MILES SOUTHWEST OF SAN ANTONIA
 DS1312'AND ON THE HIGHEST PEAK OF THE NORTHEASTERN GROUP OF MOUNTAINS.
 DS1312'THERE IS A HIGHER PEAK TOWARD THE SOUTHWEST.  IT IS A STANDARD
 DS1312'U.S. GEOLOGICAL BENCH MARK DISK SET IN A DRILL HOLE IN A BOULDER.
 DS1312'IT IS STAMPED CHUPEDERA USC-GS 1934.
 DS1312'
 DS1312'REFERENCE MARK NO. 1 IS STAMPED CHUPEDERA USGS NO 1 1934.
 DS1312'
 DS1312'REFERENCE MARK NO. 2 IS STAMPED CHUPEDERA USGS NO 2 1934.
 DS1312'
 DS1312'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2
 DS1312'IS 31.5 FEET.
 DS1312'
 DS1312'THE AZIMUTH MARK IS LOCATED 10 FEET SOUTH OF THE CENTER OF A
 DS1312'TRACK ROAD AND 3 FEET WEST OF A WITNESS POST.  IT IS STAMPED
 DS1312'CHUPEDERA 1934 USGS RESET 1952 AND PROJECTS 3 INCHES.
 DS1312'
 DS1312'TO REACH THE STATION FROM THE POST OFFICE IN SAN ANTONIA, GO
 DS1312'SOUTH ON U.S. HIGHWAY 85 FOR 5.85 MILES TO A GATE ON THE RIGHT TO
 DS1312'A GAME REFUGE.  TURN RIGHT THROUGH THE GATE AND GO WESTERLY
 DS1312'ON A DIRT ROAD FOR 1.25 MILE TO A FORK (THIS IS JUST AFTER GOING
 DS1312'UNDER A POWER LINE), TAKE THE LEFT FORK AND CONTINUE WESTERLY FOR
 DS1312'1.6 MILES TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 DS1312'CONTINUE WESTERLY FOR 0.25 MILE TO THE END OF TRUCK TRAVEL.
 DS1312'FROM THIS POINT GO WESTERLY TO THE HIGHEST POINT AND THE
 DS1312'STATION.  THE STATION IS ABOUT 2 MILES FROM THE END OF
 DS1312'TRUCK TRAVEL AND IT IS ABOUT A 2 HOUR PACK WITH OBSERVING
 DS1312'PARTY EQUIPMENT.
 DS1312
 DS1312                          STATION RECOVERY (1954)
 DS1312
 DS1312'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (WRH)
 DS1312'THE STATION WAS RECOVERED AND ALL MARKS FOUND TO BE IN GOOD
 DS1312'CONDITION.  A COMPLETE NEW DESCRIPTION FOLLOWS.
 DS1312'
 DS1312'THE STATION IS LOCATED ON THE HIGHEST POINT OF A PROMINENT ROCKY
 DS1312'TOPPED MOUNTAIN THAT LIES ABOUT 7 MILES AIRLINE SOUTHWEST OF
 DS1312'SAN ANTONIO AND ABOUT 4 MILES AIRLINE WEST OF U.S. HIGHWAY 85.
 DS1312'
 DS1312'TO REACH FROM THE U.S. POST OFFICE IN SAN ANTONIO, GO SOUTH ON
 DS1312'U.S. HIGHWAY 85 FOR 5.3 MILES TO A WIRE GATE ON THE RIGHT AT
 DS1312'A T-FENCE INTERSECTION.  PASS THROUGH THE GATE AND GO WEST ON
 DS1312'TRACK ROAD FOR 0.6 MILE TO A FORK.  TAKE RIGHT FORK AND GO 0.5
 DS1312'MILE TO A FORK JUST PASSING UNDER A POWER LINE.  TAKE LEFT FORK
 DS1312'AND GO 50 YARDS, CROSSING SMALL WASH, TO A FORK.  TAKE LEFT FORK
 DS1312'FOR 0.2 MILE TO THE BASE OF A RIDGE.  CONTINUE ON TRACK ROAD,
 DS1312'CLIMBING TO CREST OF RIDGE AND FOLLOWING ALONG CREST OF RIDGE
 DS1312'FOR 1.4 MILES TO A WITNESS POST AND THE AZIMUTH MARK ON THE
 DS1312'LEFT.  CONTINUE ON TRACK ROAD FOR 0.2 MILE TO END OF TRACK ROAD.
 DS1312'FROM HERE PACK UP DRY WASH FOR ABOUT 0.1 MILE TO A WIRE FENCE.
 DS1312'CONTINUE, WESTERLY, CROSSING SMALL RIDGE AND DROPPING
 DS1312'INTO WASH.  THEN PACK ALONG RIDGE THAT PASSES AROUND SOUTH SIDE
 DS1312'OF LARGE CLIFF AND CONTINUE WEST TO HIGHEST POINT OF
 DS1312'MOUNTAIN AND THE STATION.
 DS1312'
 DS1312'THE STATION MARK IS A STANDARD U.S.G.S. BENCH MARK DISK STAMPED
 DS1312'CHUPEDERA USCGS 1934, CEMENTED IN A DRILL HOLE IN BEDROCK THAT
 DS1312'PROJECTS 4 INCHES.
 DS1312'
 DS1312'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED CHUPEDERA
 DS1312'USGS NO 1 1934, CEMENTED IN A DRILL HOLE IN BEDROCK THAT
 DS1312'PROJECTS 1 FOOT.  IT IS NEAR THE SOUTHWEST EDGE OF THE MOUNTAIN
 DS1312'TOP AND ABOUT 2 FEET LOWER THAN THE STATION.
 DS1312'
 DS1312'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED CHUPEDERA
 DS1312'USGS NO 2 1934, CEMENTED IN A DRILL HOLE IN BEDROCK THAT IS FLUSH
 DS1312'WITH THE GROUND.  IT IS ABOUT 3 FEET LOWER THAN THE STATION.
 DS1312'
 DS1312'THE AZIMUTH MARK IS A STANDARD DISK STAMPED CHUPEDERA USGS 1934
 DS1312'RESET 1952, SET IN THE TOP OF A 12-INCH-SQUARE CONCRETE MONUMENT
 DS1312'THAT PROJECTS 2 INCHES.  IT IS 2 FEET WEST OF A WITNESS POST
 DS1312'AND 10 FEET SOUTH OF THE CENTER LINE OF A TRACK ROAD.
 DS1312'
 DS1312'NOTE--ALL MEASUREMENTS AND STAMPING OF MARKS WAS CHECKED IN THE
 DS1312'FIELD AND THE 1934 DESCRIPTION IS IN ERROR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS1280 ***********************************************************************
 DS1280  DESIGNATION -  CHURCH
 DS1280  PID         -  DS1280
 DS1280  STATE/COUNTY-  NM/SOCORRO
 DS1280  USGS QUAD   -  FOSTER WELL (1981)
 DS1280
 DS1280                         *CURRENT SURVEY CONTROL
 DS1280  ___________________________________________________________________
 DS1280* NAD 83(1992)-  33 34 39.95083(N)    106 33 45.10761(W)     ADJUSTED  
 DS1280* NAVD 88     -      1425.33   (+/-2cm)    4676.3    (feet)  VERTCON   
 DS1280  ___________________________________________________________________
 DS1280  LAPLACE CORR-           3.28  (seconds)                    DEFLEC99
 DS1280  GEOID HEIGHT-         -22.37  (meters)                     GEOID03
 DS1280
 DS1280  HORZ ORDER  -  FIRST
 DS1280  VERT ORDER  -  THIRD ? (See Below)
 DS1280
 DS1280.The horizontal coordinates were established by classical geodetic methods
 DS1280.and adjusted by the National Geodetic Survey in December 1993..
 DS1280
 DS1280.The NAVD 88 height was computed by applying the VERTCON shift value to
 DS1280.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DS1280.The vertical order pertains to the NGVD 29 superseded value.
 DS1280
 DS1280.The Laplace correction was computed from DEFLEC99 derived deflections.
 DS1280
 DS1280.The geoid height was determined by GEOID03.
 DS1280
 DS1280;                    North         East     Units Scale Factor Converg.
 DS1280;SPC NM C     -   285,868.491   470,987.766   MT  0.99991037   -0 10 22.3
 DS1280;SPC NM C     -   937,886.87  1,545,232.36   sFT  0.99991037   -0 10 22.3
 DS1280;UTM  13      - 3,716,434.680   354,986.697   MT  0.99985925   -0 51 51.6
 DS1280
 DS1280!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS1280!SPC NM C     -   0.99977980  x   0.99991037  =   0.99969019
 DS1280!UTM  13      -   0.99977980  x   0.99985925  =   0.99963908
 DS1280
 DS1280:                Primary Azimuth Mark                     Grid Az
 DS1280:SPC NM C     -  CRATER SOUTH BASE                        080 05 58.7
 DS1280:UTM  13      -  CRATER SOUTH BASE                        080 47 28.0
 DS1280
 DS1280|---------------------------------------------------------------------|
 DS1280| PID    Reference Object                     Distance      Geod. Az  |
 DS1280|                                                           dddmmss.s |
 DS1280| DS0742 CRATER SOUTH BASE                   APPROX. 5.4 KM 0795536.4 |
 DS1280| CD1796 CHURCH RM 2                          20.406 METERS 09521     |
 DS1280| CD1795 CHURCH RM 1                          18.593 METERS 35121     |
 DS1280|---------------------------------------------------------------------|
 DS1280
 DS1280                          SUPERSEDED SURVEY CONTROL
 DS1280
 DS1280  NAD 83(1986)-  33 34 39.95790(N)    106 33 45.11020(W) AD(       ) 1
 DS1280  NAD 27      -  33 34 39.69603(N)    106 33 43.06909(W) AD(       ) 1
 DS1280  NGVD 29 (07/19/86) 1424.67   (m)         4674.1    (f) LEVELING    3  
 DS1280
 DS1280.Superseded values are not recommended for survey control.
 DS1280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS1280.See file dsdata.txt to determine how the superseded data were derived.
 DS1280
 DS1280_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT5498716435(NAD 83)
 DS1280_MARKER: DS = TRIANGULATION STATION DISK
 DS1280_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS1280_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DS1280
 DS1280  HISTORY     - Date     Condition        Report By
 DS1280  HISTORY     - 1968     MONUMENTED       CGS
 DS1280
 DS1280                          STATION DESCRIPTION
 DS1280
 DS1280'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JCC)
 DS1280'STATION IS LOCATED ON THE WHITE SANDS MISSILE RANGE ABPUT 32.0 MILES
 DS1280'WEST NORTHWEST OF THE VILLAGE OF OSCURA, 31.0 MILES NORTH NORTHWEST
 DS1280'OF RHODES CANYON RANGE CENTER AND 19.0 MILES SOUTH SOUTHEAST OF
 DS1280'STALLION RANGE CENTER IN A FLAT BRUSH COVERED AREA.
 DS1280'
 DS1280'STATION IS REACHED AS FOLLOWS--FROM STALLION RANGE CENTER
 DS1280'HEADQUARTERS BUILDING FOLLOW WSMR ROUTE 7 SOUTHEASTERLY 17.4 MILES TO
 DS1280'A DIRT CROSSROAD.  TURN RIGHT AND FOLLOW DIRT ROAD SOUTH
 DS1280'SOUTHWESTERLY 3.2 MILES TO A Y-FORK.  TAKE RIGHT FORK AND GO
 DS1280'WESTERLY 1.0 MILE TO A TRACK CROSSROAD.  TURN RIGHT AND FOLLOW
 DS1280'TRACK ROAD NORTHWESTERLY 1.3 MILES TO THE STATION ON THE LEFT.
 DS1280'
 DS1280'STATION, STAMPED CHURCH HAFB INST 1951, IS A BRONZE DISK SET IN THE
 DS1280'TOP OF A CONCRETE MONUMENT THAT IS 11-INCHES IN DIAMETER AND
 DS1280'PROJECTS ABOUT 1-INCH ABOVE THE GROUND.  IT IS 73.0 FEET WEST OF THE
 DS1280'CENTERLINE OF TRACK ROAD AND 11.0 FEET EAST OF AN 8X11 FOOT CONCRETE
 DS1280'PAD.
 DS1280'
 DS1280'R. M. NO. 1, STAMPED CHURCH NO 1, IS A STANDARD WSPG BRONZE REFERENCE
 DS1280'MARK DISK SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT
 DS1280'PROJECTS ABOUT 1-INCH ABOVE THE GROUND AND IS ABOUT THE SAME
 DS1280'ELEVATION AS THE STATION.  IT IS 82.0 FEET WEST OF THE CENTERLINE
 DS1280'OF TRACK ROAD AND 5 FEET EAST OF A FENCE POST.
 DS1280'
 DS1280'R. M. NO. 2, STAMPED CHURCH NO 2, IS A STANDARD WSPG BRONZE REFERENCE
 DS1280'MARK DISK SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT
 DS1280'PROJECTS ABOUT 2-INCHES ABOVE THE GROUND AND IS ABOUT THE SAME
 DS1280'ELEVATION AS THE STATION.  IT IS 70.0 FEET WEST OF THE CENTERLINE
 DS1280'OF TRACK ROAD.
 DS1280'
 DS1280'HEIGHT OF LIGHT ABOVE STATION MARK 3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1483 ***********************************************************************
 FO1483  DESIGNATION -  CHURCH
 FO1483  PID         -  FO1483
 FO1483  STATE/COUNTY-  NM/SANDOVAL
 FO1483  USGS QUAD   -  JEMEZ SPRINGS (1976)
 FO1483
 FO1483                         *CURRENT SURVEY CONTROL
 FO1483  ___________________________________________________________________
 FO1483* NAD 83(1992)-  35 45 48.20423(N)    106 40 29.22341(W)     ADJUSTED  
 FO1483* NAVD 88     -      2373.5    (meters)    7787.     (feet)  VERTCON   
 FO1483  ___________________________________________________________________
 FO1483  LAPLACE CORR-           3.66  (seconds)                    DEFLEC99
 FO1483  GEOID HEIGHT-         -19.31  (meters)                     GEOID03
 FO1483
 FO1483  HORZ ORDER  -  THIRD
 FO1483
 FO1483.The horizontal coordinates were established by classical geodetic methods
 FO1483.and adjusted by the National Geodetic Survey in December 1993..
 FO1483
 FO1483.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1483.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1483
 FO1483.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1483
 FO1483.The geoid height was determined by GEOID03.
 FO1483
 FO1483;                    North         East     Units Scale Factor Converg.
 FO1483;SPC NM C     -   528,345.248   461,589.530   MT  0.99991817   -0 14 53.7
 FO1483;SPC NM C     - 1,733,412.70  1,514,398.32   sFT  0.99991817   -0 14 53.7
 FO1483;UTM  13      - 3,958,998.911   348,599.178   MT  0.99988246   -0 58 44.4
 FO1483
 FO1483!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1483!SPC NM C     -   0.99963064  x   0.99991817  =   0.99954884
 FO1483!UTM  13      -   0.99963064  x   0.99988246  =   0.99951314
 FO1483
 FO1483:                Primary Azimuth Mark                     Grid Az
 FO1483:SPC NM C     -  CHURCH AZ MK                             069 34 38.1
 FO1483:UTM  13      -  CHURCH AZ MK                             070 18 28.8
 FO1483
 FO1483|---------------------------------------------------------------------|
 FO1483| PID    Reference Object                     Distance      Geod. Az  |
 FO1483|                                                           dddmmss.s |
 FO1483| CD3252 CHURCH AZ MK                                       0691944.4 |
 FO1483| CD3253 CHURCH RM 1                           7.889 METERS 14653     |
 FO1483| FO1493 PAJARITO                            APPROX.18.3 KM 2454045.2 |
 FO1483| CD3254 CHURCH RM 2                           9.064 METERS 25619     |
 FO1483|---------------------------------------------------------------------|
 FO1483
 FO1483                          SUPERSEDED SURVEY CONTROL
 FO1483
 FO1483  NAD 83(1986)-  35 45 48.20738(N)    106 40 29.22755(W) AD(       ) 3
 FO1483  NAD 27      -  35 45 48.11850(N)    106 40 27.11400(W) AD(       ) 3
 FO1483  NGVD 29 (07/19/86) 2372.5    (m)         7784.     (f) VERT ANG       
 FO1483
 FO1483.Superseded values are not recommended for survey control.
 FO1483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1483.See file dsdata.txt to determine how the superseded data were derived.
 FO1483
 FO1483_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV4859958999(NAD 83)
 FO1483_MARKER: DS = TRIANGULATION STATION DISK
 FO1483_SETTING: 0 = UNSPECIFIED SETTING
 FO1483
 FO1483  HISTORY     - Date     Condition        Report By
 FO1483  HISTORY     - 1958     MONUMENTED       CGS
 FO1483  HISTORY     - 1963     GOOD             CGS
 FO1483
 FO1483                          STATION DESCRIPTION
 FO1483
 FO1483'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (CAA)
 FO1483'STATION IS LOCATED ABOUT 11 MILES NORTH OF JEMEZ PUEBLO, 2
 FO1483'MILES EAST OF JEMEZ SPRINGS AND ON THE FIRST MESA EAST OF CHURCH
 FO1483'CANYON.  IT IS A STANDARD DISC BRAZED TO THE TOP OF A 1-1/2
 FO1483'INCH GALVANIZED PIPE WHICH PROJECTS 6 INCHES AND IS STAMPED
 FO1483'CHURCH 1958.  IT IS 32 FEET EAST OF A PINE TREE WITH A TRIANGLE
 FO1483'BLAZE AND 4 FEET NORTH OF A WITNESS POST.
 FO1483'
 FO1483'REFERENCE MARK NO. 1 IS A STANDARD DISC BRAZED TO THE TOP OF
 FO1483'A GALVANIZED PIPE WHICH IS 1-1/2 INCH IN DIAMETER AND PROJECTS
 FO1483'6 INCHES.  IT IS 23 FEET SOUTHEAST OF A WITNESS POST AND IS
 FO1483'STAMPED CHURCH NO 1 1958.
 FO1483'
 FO1483'REFERENCE MARK NO. 2 IS A STANDARD DISC BRAZED TO THE TOP
 FO1483'OF A GALVANIZED PIPE WHICH IS 1-1/2 INCH IN DIAMETER AND PROJECTS
 FO1483'6 INCHES.  IT IS 28 FEET WEST OF A WITNESS POST, 17 FEET SOUTH
 FO1483'OF A PINE TREE WITH A TRIANGLE BLAZE AND IS STAMPED CHURCH NO
 FO1483'2 1958.
 FO1483'
 FO1483'AZIMUTH MARK IS A STANDARD DISC SET IN A SQUARE CONCRETE POST,
 FO1483'15 FEET SOUTH OF A TRACK ROAD, 2 FEET WEST OF A WITNESS POST
 FO1483'AND PROJECTS 3 INCHES.  IT IS STAMPED CHURCH 1958.
 FO1483'
 FO1483'STATION IS REACHED FROM THE TRIANGLE BAR AND CAFE AT THE
 FO1483'JUNCTION OF STATE HIGHWAYS NO. 44 AND 4 IN SAN YSIDRO, GO NORTH
 FO1483'ON HIGHWAY NO. 4 FOR 0.9 MILE TO THE POST OFFICE ON THE RIGHT,
 FO1483'CONTINUE NORTH ON HIGHWAY 4 FOR 4.5 MILE PASSING THE JEMEZ
 FO1483'TRADEING POST ON THE LEFT, CONTINUE 0.7 MILES TO THE JUNCTION
 FO1483'OF STATE HIGHWAY NO. 290 ON THE RIGHT, TURN RIGHT AND GO 4.3
 FO1483'MILES TO A LANE ON THE LEFT JUST BEFORE REACHING A CHEVRON
 FO1483'GASOLINE STATION AND STORE, TURN LEFT AND GO 0.2 MILE TO A
 FO1483'GATE JUST AFTER PASSING A HOUSE, PASS THROUGH AND GO 5.7
 FO1483'MILES, FOLLOWING A TRACK ROAD ACROSS COUNTRY AND TO THE
 FO1483'TOP OF THE MESA AND TRIANGULATION STATION CERCADO ON THE
 FO1483'LEFT, CONTINUE NORTH FOLLOWING TRACK ROAD AND GO 1.85 MILE
 FO1483'TO A FORK, TAKE LEFT FORK AND GO 2.45 MILE, HERE TURN
 FO1483'LEFT, LEAVING TRACK ROAD AND GO NORTHWEST FOR ABOUT 100 YARDS
 FO1483'TO THE STATION AS DESCRIBED.
 FO1483'
 FO1483'TO REACH THE AZIMUTH MARK FROM THE POINT OF LEAVING TRACK ROAD,
 FO1483'CONTINUE NORTH ON TRACK ROAD 0.15 MILE TO THE MARK ON THE RIGHT
 FO1483'AS DESCRIBED.
 FO1483
 FO1483                          STATION RECOVERY (1963)
 FO1483
 FO1483'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CKP)
 FO1483'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 FO1483'IN GOOD CONDITION.  THE TO REACH FOR THE STATION IS COMPLETELY
 FO1483'ADEQUATE.
 FO1483'
 FO1483'THIS STATION WAS VISITED BY ASTRONOMIC PARTY 621.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0567 ***********************************************************************
 FP0567  DESIGNATION -  CHUSCA
 FP0567  PID         -  FP0567
 FP0567  STATE/COUNTY-  NM/MCKINLEY
 FP0567  USGS QUAD   -  CHUSKA PEAK (1982)
 FP0567
 FP0567                         *CURRENT SURVEY CONTROL
 FP0567  ___________________________________________________________________
 FP0567* NAD 83(1992)-  35 53 05.96940(N)    108 50 15.88183(W)     ADJUSTED  
 FP0567* NAVD 88     -      2681.9    (meters)    8799.     (feet)  VERTCON   
 FP0567  ___________________________________________________________________
 FP0567  LAPLACE CORR-          -3.80  (seconds)                    DEFLEC99
 FP0567  GEOID HEIGHT-         -20.39  (meters)                     GEOID03
 FP0567
 FP0567  HORZ ORDER  -  FIRST
 FP0567
 FP0567.The horizontal coordinates were established by classical geodetic methods
 FP0567.and adjusted by the National Geodetic Survey in December 1993..
 FP0567
 FP0567.The NAVD 88 height was computed by applying the VERTCON shift value to
 FP0567.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FP0567
 FP0567.The Laplace correction was computed from DEFLEC99 derived deflections.
 FP0567
 FP0567.The geoid height was determined by GEOID03.
 FP0567
 FP0567;                    North         East     Units Scale Factor Converg.
 FP0567;SPC NM W     -   542,228.046   739,313.326   MT  1.00001797   -0 35 19.6
 FP0567;SPC NM W     - 1,778,959.85  2,425,563.80   sFT  1.00001797   -0 35 19.6
 FP0567;UTM  12      - 3,973,351.774   695,176.091   MT  1.00006942   +1 16 04.2
 FP0567
 FP0567!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FP0567!SPC NM W     -   0.99958245  x   1.00001797  =   0.99960041
 FP0567!UTM  12      -   0.99958245  x   1.00006942  =   0.99965184
 FP0567
 FP0567:                Primary Azimuth Mark                     Grid Az
 FP0567:SPC NM W     -  CHUSCA AZ MK                             036 15 45.7
 FP0567:UTM  12      -  CHUSCA AZ MK                             034 24 21.9
 FP0567
 FP0567|---------------------------------------------------------------------|
 FP0567| PID    Reference Object                     Distance      Geod. Az  |
 FP0567|                                                           dddmmss.s |
 FP0567| CD3255 CHUSCA AZ MK                                       0354026.1 |
 FP0567| CD3256 CHUSCA RM 1                           3.767 METERS 10007     |
 FP0567| CD3257 CHUSCA RM 2                           7.518 METERS 34222     |
 FP0567|---------------------------------------------------------------------|
 FP0567
 FP0567                          SUPERSEDED SURVEY CONTROL
 FP0567
 FP0567  NAD 83(1992)-  35 53 05.96922(N)    108 50 15.88242(W) AD(       ) 1
 FP0567  NAD 83(1986)-  35 53 05.97140(N)    108 50 15.88272(W) AD(       ) 1
 FP0567  NAD 27      -  35 53 05.92500(N)    108 50 13.56300(W) AD(       ) 1
 FP0567  NGVD 29 (07/19/86) 2680.8    (m)         8795.     (f) VERT ANG       
 FP0567
 FP0567.Superseded values are not recommended for survey control.
 FP0567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0567.See file dsdata.txt to determine how the superseded data were derived.
 FP0567
 FP0567_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXE9517673352(NAD 83)
 FP0567_MARKER: DS = TRIANGULATION STATION DISK
 FP0567_SETTING: 66 = SET IN ROCK OUTCROP
 FP0567
 FP0567  HISTORY     - Date     Condition        Report By
 FP0567  HISTORY     - 1934     MONUMENTED       CGS
 FP0567  HISTORY     - 1951     GOOD             CGS
 FP0567  HISTORY     - 1960     GOOD             CGS
 FP0567  HISTORY     - 1966     MARK NOT FOUND   CGS
 FP0567
 FP0567                          STATION DESCRIPTION
 FP0567
 FP0567'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (EBL)
 FP0567'ABOUT 25 MILES NORTH OF GALLUP, ABOUT 4-1/2 MILES NORTHWEST
 FP0567'OF TOHATCHI, ON NAVAJO INDIAN RESERVATION, AND ON A SHARP PEAK
 FP0567'WHICH LIES WEST OF TOHATCHI MOUNTAINS.  TO REACH FROM RAILROAD
 FP0567'IN GALLUP, GO NORTH 22.8 MILES ON U.S. HIGHWAY 666, TURN LEFT
 FP0567'AND GO 0.7 MILE, TURN RIGHT AND GO 0.4 MILE, TURN LEFT AND
 FP0567'FOLLOW ROAD UP CANYON 8.3 MILES, TAKE LEFT FORK AND GO 0.6
 FP0567'MILE, LEAVE MAIN ROAD AND GO 0.7 MILE, TURN LEFT AND GO 1.1
 FP0567'MILES, PASS THROUGH GATE AND GO 0.5 MILE ALONG WEST SIDE OF
 FP0567'FENCE LINE TO END OF TRUCK TRAVEL, FOLLOW OLD FENCE ROAD
 FP0567'ABOUT 1/4 MILE, GO EAST TO TOP OF RIDGE, THEN SOUTH ALONG
 FP0567'RIDGE TO STATION.  STATION AND REFERENCE MARKS ARE STANDARD
 FP0567'DISKS SET IN BEDROCK.
 FP0567'REFERENCE MARK NO. 1 IS 3.752 METERS (12.31 FEET) FROM
 FP0567'STATION, AND NO. 2 IS 6.911 METERS
 FP0567'(22.67 FEET) FROM STATION.
 FP0567
 FP0567                          STATION RECOVERY (1951)
 FP0567
 FP0567'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (WRH)
 FP0567'STATION FOUND AS DESCRIBED AND ALL MARKS ARE IN GOOD CONDITION.
 FP0567'AN AZIMUTH MARK ESTABLISHED AND THE DESCRIPTION IS BELOW.  A
 FP0567'COMPLETE DESCRIPTION FOLLOWS.
 FP0567'
 FP0567'STATION IS LOCATED, AIRLINE, ABOUT 27 MILES NORTH NORTHWEST
 FP0567'OF GALLUP, 6 MILES NORTH OF MEXICAN SPRINGS, 3-1/2 MILES WEST
 FP0567'NORTHWEST OF TOHATCHI, 1-1/2 MILES SOUTH OF THE TOHATCHI L.O. ROAD,
 FP0567'AND ON A PROMINENT, CONICAL PEAK KNOWN AS CHUSKA PK.  IT IS ON
 FP0567'THE HIGHEST POINT OF THE PEAK.
 FP0567'
 FP0567'STATION MARK, STAMPED CHUSCA 1934, IS A STANDARD DISK CEMENTED
 FP0567'IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT IS FLUSH WITH THE
 FP0567'GROUND.
 FP0567'
 FP0567'REFERENCE MARK NUMBER 1, STAMPED CHUSCA NO. 1. 1934, IS A STANDARD
 FP0567'DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT PROJECTS
 FP0567'10 FEET ABOVE THE GROUND AND IS 3 FEET LOWER IN ELEVATION THAN
 FP0567'THE STATION.
 FP0567'
 FP0567'REFERENCE MARK NUMBER 2, STAMPED CHUSCA NO. 2. 1934, IS A STANDARD
 FP0567'DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT PROJECTS
 FP0567'1 FOOT ABOVE THE GROUND AND IS 10 FEET LOWER IN ELEVATION THAN
 FP0567'THE STATION.
 FP0567'
 FP0567'AZIMUTH MARK, STAMPED CHUSCA 1951, IS A STANDARD DISK CEMENTED
 FP0567'IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT PROJECTS 2-1/2 FEET
 FP0567'ABOVE THE GROUND.  TO REACH FROM THE TOHATCHI TRADING POST,
 FP0567'TAKE THE GRADED ROAD NORTHERLY, PASSING ALONG THE WEST SIDE OF
 FP0567'THE WHITE BUILDINGS, FOR 0.5 MILE TO A FORK.  TAKE THE LEFT
 FP0567'FORK OF THREE AND FOLLOW THE MAIN TRAVELED ROAD WESTERLY
 FP0567'FOR 6.0 MILES TO A TRIANGLE BLAZE ON A PINE TREE AND THE
 FP0567'AZIMUTH MARK ON THE RIGHT.  IT IS 25 FEET EAST OF THE
 FP0567'CENTERLINE OF THE ROAD, 25 FEET SOUTH OF THE PINE TREE WITH A
 FP0567'TRIANGULE BLAZE AND 15 FEET HIGHER THAN THE ROAD LEVEL.
 FP0567'
 FP0567'THE STATION IS REACHED AS FOLLOWS--FROM THE TOHATCHI TRADING
 FP0567'POST, PASS TO THE RIGHT OF THE CAFE AND THEN ALONG THE WEST
 FP0567'SIDE OF THE WHITE BUILDINGS FOR 0.5 MILE TO A FORK.  TAKE THE
 FP0567'LEFT FORK OF THREE AND GO WESTERLY ON THE MAIN TRAVELED ROAD
 FP0567'FOR 6.0 MILES TO A TRIANGLE BLAZED PINE TREE ON THE RIGHT AND
 FP0567'THE AZIMUTH MARK.  CONTINUE WESTERLY FOR 2.0 MILES TO A FORK
 FP0567'AND A SECTION LINE POST.  TAKE THE LEFT FORK AND GO SOUTHERLY
 FP0567'FOR 0.7 MILE TO A FORK JUST AFTER PASSING A FENCE CORNER.
 FP0567'TAKE THE LEFT FORK AND GO EAST FOR 0.1 MILE TO AN INDIAN
 FP0567'HOGAN.  TURN SHARP LEFT AND FOLLOW TRACK ROAD NORTHERLY
 FP0567'AND THEN SOUTHERLY, ALONG TOP OF RIDGE, FOR 1.7 MILES
 FP0567'TO THE END OF TRUCK TRAVEL.  FROM HERE PACK SOUTH ALONG CREST
 FP0567'OF RIDGE TO THE HIGHEST POINT OF THE HILL AND THE
 FP0567'STATION.  PACKING TIME IS APPROXIMATELY 25 MINUTES.
 FP0567'
 FP0567'NOTE--DISTANCES TO THE REFERENCE MAARKS ARE HORIZONTAL.  THE
 FP0567'DISCREPANCY IN THE 1934 AND 1951 DISTANCE TO REFERENCE MARK
 FP0567'NUMBER 2 WAS NOTED IN THE FIELD AND CHECKED.  THE 1951 DISTANCE
 FP0567'IS CORRECT.
 FP0567
 FP0567                          STATION RECOVERY (1960)
 FP0567
 FP0567'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (REA)
 FP0567'THE STATION MARK WAS NOT RECOVERED, THE ROCK IT WAS SET IN
 FP0567'APPEARED TO BE HIT BY LIGHTNING WHICH DESTOYED THE MARK AND
 FP0567'SPLIT THE ROCK IN SEVERAL PIECES.
 FP0567'
 FP0567'THE DISK WAS NOT RECOVERED.  BOTH REFERENCE MARKS AND THE
 FP0567'AZIMUTH MARK WERE FOUND IN GOOD CONDITION.
 FP0567'
 FP0567'A NEW TO REACH FOLLOWS--
 FP0567'
 FP0567'TO REACH FROM THE U.S. POST OFFICE IN TOHATCHI.  PASS TO THE
 FP0567'LEFT AND WEST OF SEVERAL WHITE BUILDINGS, FOR 0.5 MILE TO A FORK.
 FP0567'TAKE THE LEFT FORK OF FOUR AND GO WESTERLY ON THE MAIN TRAVELED
 FP0567'ROAD FOR 6.3 MILES TO A TRIANGLE BLAZED PINE TREE AND AZIMUTH
 FP0567'MARK ON THE RIGHT.  CONTINUE WESTERLY FOR 2.1 MILES TO A FORK
 FP0567'AND SIGN WHISKEY LAKE 6.0 MILES.  TAKE THE LEFT FORK AND GO
 FP0567'SOUTHERLY FOR 0.7 MILE TO A FORK JUST AFTER PASSING A FENCE
 FP0567'CORNER.  TAKE THE LEFT FORK AND GO EAST FOR 0.2 MILE TO AN
 FP0567'INDIAN HOGAN.  TURN SHARP LEFT AND FOLLOW TRACK ROAD
 FP0567'NORTHERLY AND THEN SOUTHERLY, ALONG TOP OF RIDGE, FOR 2.0
 FP0567'MILES TO THE END OF TRUCK TRAVEL.  FROM HERE PACK SOUTH
 FP0567'ALONG CREST OF RIDGE TO THE HIGHEST POINT OF THE HILL AND
 FP0567'STATION SITE.  PACING TIME IS APPROXIMATELY 25 MINUTES.
 FP0567
 FP0567                          STATION RECOVERY (1966)
 FP0567
 FP0567'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JC)
 FP0567'REFERENCE MARKS 1 AND 2 WERE RECOVERED.  THE STATION MARK WAS
 FP0567'SEARCHED FOR AND NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0462 ***********************************************************************
 EP0462  DESIGNATION -  CIBOLA
 EP0462  PID         -  EP0462
 EP0462  STATE/COUNTY-  NM/LINCOLN
 EP0462  USGS QUAD   -  ROUGH MOUNTAIN (1995)
 EP0462
 EP0462                         *CURRENT SURVEY CONTROL
 EP0462  ___________________________________________________________________
 EP0462* NAD 83(1992)-  34 09 11.43871(N)    105 40 07.56347(W)     ADJUSTED  
 EP0462* NAVD 88     -      2071.711  (meters)    6796.94   (feet)  ADJUSTED  
 EP0462  ___________________________________________________________________
 EP0462  LAPLACE CORR-          -1.74  (seconds)                    DEFLEC99
 EP0462  GEOID HEIGHT-         -20.01  (meters)                     GEOID03
 EP0462  DYNAMIC HT  -        2068.640 (meters)    6786.86  (feet)  COMP
 EP0462  MODELED GRAV-     979,078.4   (mgal)                       NAVD 88
 EP0462
 EP0462  HORZ ORDER  -  FIRST
 EP0462  VERT ORDER  -  FIRST     CLASS II
 EP0462
 EP0462.The horizontal coordinates were established by classical geodetic methods
 EP0462.and adjusted by the National Geodetic Survey in December 1993..
 EP0462
 EP0462.The orthometric height was determined by differential leveling
 EP0462.and adjusted by the National Geodetic Survey in June 1991..
 EP0462
 EP0462.The Laplace correction was computed from DEFLEC99 derived deflections.
 EP0462
 EP0462.The geoid height was determined by GEOID03.
 EP0462
 EP0462.The dynamic height is computed by dividing the NAVD 88
 EP0462.geopotential number by the normal gravity value computed on the
 EP0462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EP0462.degrees latitude (g = 980.6199 gals.).
 EP0462
 EP0462.The modeled gravity was interpolated from observed gravity values.
 EP0462
 EP0462;                    North         East     Units Scale Factor Converg.
 EP0462;SPC NM C     -   349,795.788   553,595.435   MT  0.99993540   +0 19 34.7
 EP0462;SPC NM C     - 1,147,621.68  1,816,254.36   sFT  0.99993540   +0 19 34.7
 EP0462;UTM  13      - 3,779,342.191   438,351.313   MT  0.99964685   -0 22 31.7
 EP0462
 EP0462!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EP0462!SPC NM C     -   0.99967802  x   0.99993540  =   0.99961344
 EP0462!UTM  13      -   0.99967802  x   0.99964685  =   0.99932499
 EP0462
 EP0462|---------------------------------------------------------------------|
 EP0462| PID    Reference Object                     Distance      Geod. Az  |
 EP0462|                                                           dddmmss.s |
 EP0462| EP0461 CIBOLA RM 1                          17.153 METERS 02716     |
 EP0462| EP0458 CIBOLA RM 3 AZIMUTH                                0274136.8 |
 EP0462| EP0460 CIBOLA RM 2                          20.049 METERS 11228     |
 EP0462|---------------------------------------------------------------------|
 EP0462
 EP0462                          SUPERSEDED SURVEY CONTROL
 EP0462
 EP0462  NAD 83(1986)-  34 09 11.44562(N)    105 40 07.56467(W) AD(       ) 1
 EP0462  NAD 27      -  34 09 11.20132(N)    105 40 05.60820(W) AD(       ) 1
 EP0462  NGVD 29 (07/19/86) 2071.4    (m)         6796.     (f) VERT ANG       
 EP0462
 EP0462.Superseded values are not recommended for survey control.
 EP0462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EP0462.See file dsdata.txt to determine how the superseded data were derived.
 EP0462
 EP0462_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDT3835179342(NAD 83)
 EP0462_MARKER: DS = TRIANGULATION STATION DISK
 EP0462_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EP0462_SP_SET: CONCRETE POST
 EP0462_STAMPING: CIBOLA 1975
 EP0462_MARK LOGO: NGS   
 EP0462_PROJECTION: PROJECTING 8 CENTIMETERS
 EP0462_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EP0462+STABILITY: SURFACE MOTION
 EP0462
 EP0462  HISTORY     - Date     Condition        Report By
 EP0462  HISTORY     - 1975     MONUMENTED       NGS
 EP0462  HISTORY     - 1980     GOOD             NGS
 EP0462
 EP0462                          STATION DESCRIPTION
 EP0462
 EP0462'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (JRS)
 EP0462'THE STATION IS ABOUT 8 MILES SOUTHWEST OF CORONA, 1 MILE
 EP0462'NORTHWEST OF GALLINAS AND ON THE SOUTHEAST RIGHT-OF-WAY
 EP0462'OF U.S. HIGHWAY 54.
 EP0462'
 EP0462'TO REACH THE STATION FROM THE POST OFFICE IN CORONA, GO
 EP0462'SOUTHWEST ON U.S. HIGHWAY 54 FOR 3.85 MILES TO A SIDE ROAD RIGHT
 EP0462'AND A SIGN GALLINAS LOOKOUT 12.  CONTINUE SOUTHWEST ON HIGHWAY
 EP0462'54 FOR 2.45 MILES TO A SIDE ROAD LEFT.  CONTINUE SOUTHWEST ON
 EP0462'HIGHWAY 54 FOR 0.8 MILE TO REFERENCE MARK 3 ON THE RIGHT AT THE
 EP0462'SOUTH END OF A CUTBANK.  CONTINUE SOUTHWEST ON HIGHWAY 54 FOR
 EP0462'1.65 MILES TO A REST AREA AND THE STATION ON THE LEFT.
 EP0462'
 EP0462'STATION MARKS ARE STANDARD DISKS, STAMPED CIBOLA 1975.  THE
 EP0462'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 EP0462'MONUMENT, THAT IS FLUSH WITH THE GROUND.  IT IS 85.0 FEET SOUTHWEST
 EP0462'OF THE CENTER OF A ROAD INTO THE REST AREA, 66.5 FEET NORTHWEST OF
 EP0462'A RIGHT-OF-WAY FENCE AND 60.0 FEET SOUTHEAST OF THE CENTER OF
 EP0462'U.S. HIGHWAY 54.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR
 EP0462'MASS OF CONCRETE 36 INCHES BELOW THE GROUND SURFACE.
 EP0462'
 EP0462'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CIBOLA NO 1 1975,
 EP0462'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT
 EP0462'IS FLUSH WITH THE GROUND.  IT IS 68.0 FEET NORTHWEST OF THE
 EP0462'RIGHT-OF-WAY FENCE, 61.0 FEET SOUTHEAST OF THE CENTER OF
 EP0462'U.S. HIGHWAY 54, 29.0 FEET SOUTHWEST OF THE CENTER OF THE REST
 EP0462'AREA ROAD AND ABOUT THE SAME ELEVATION AS THE STATION.
 EP0462'
 EP0462'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED CIBOLA NO 2 1975,
 EP0462'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT
 EP0462'IS FLUSH WITH THE GROUND.  IT IS 125.0 FEET SOUTHEAST OF THE
 EP0462'CENTER OF U.S. HIGHWAY 54, 1.3 FEET NORTHWEST OF THE RIGHT-OF-WAY
 EP0462'FENCE AND ABOUT THE SAME ELEVATION AS THE STATION.
 EP0462'
 EP0462'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED CIBOLA NO 3
 EP0462'1975, CEMENTED IN A DRILL HOLE IN A LARGE BOULDER.  IT IS 41.5
 EP0462'FEET SOUTHEAST OF A RIGHT-OF-WAY FENCE, 32.0 FEET NORTHWEST OF
 EP0462'THE CENTER OF U.S. HIGHWAY 54 AND 2.1 FEET SOUTHWEST OF A WITNESS
 EP0462'POST.  THIS MARK WILL SERVE AS THE AZIMUTH MARK.
 EP0462'
 EP0462'HEIGHT OF LIGHT ABOVE STATION MARK 1.52 METERS.
 EP0462
 EP0462                          STATION RECOVERY (1980)
 EP0462
 EP0462'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 EP0462'14.6 KM (9.05 MI) SOUTH FROM CORONA.
 EP0462'14.6 KM (9.05 MI) SOUTHERLY ALONG U.S. HIGHWAY 54 FROM THE POST
 EP0462'OFFICE IN CORONA, 0.3 KM (0.2 MI) NORTHEAST OF MILE POLE 162, AT
 EP0462'A SMALL REST AREA, AT A DIRT CROSSROAD, 26.8 METERS (87.9 FT) SOUTH
 EP0462'OF THE CENTER OF THE DIRT ROAD, 20.4 METERS (67.0 FT) NORTHWEST OF A
 EP0462'FENCE, 20.1 METERS (66.0 FT) NORTHWEST OF RM 2, 18.3 METERS (60.0 FT)
 EP0462'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY AND 17.1 METERS (56.4 FT)
 EP0462'SOUTH OF RM 1.
 EP0462'THE MARK IS 1.2 METERS  NE FROM A WITNESS POST.
 EP0462'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0540 ***********************************************************************
 EP0540  DESIGNATION -  CIBOLA
 EP0540  PID         -  EP0540
 EP0540  STATE/COUNTY-  NM/DE BACA
 EP0540  USGS QUAD   -  WATTS HILL (1982)
 EP0540
 EP0540                         *CURRENT SURVEY CONTROL
 EP0540  ___________________________________________________________________
 EP0540* NAD 83(1992)-  34 11 54.54436(N)    104 06 41.20334(W)     ADJUSTED  
 EP0540* NAVD 88     -      1298.1    (meters)    4259.     (feet)  VERTCON   
 EP0540  ___________________________________________________________________
 EP0540  LAPLACE CORR-           1.44  (seconds)                    DEFLEC99
 EP0540  GEOID HEIGHT-         -23.54  (meters)                     GEOID03
 EP0540
 EP0540  HORZ ORDER  -  SECOND
 EP0540
 EP0540.The horizontal coordinates were established by classical geodetic methods
 EP0540.and adjusted by the National Geodetic Survey in December 1993..
 EP0540
 EP0540.The NAVD 88 height was computed by applying the VERTCON shift value to
 EP0540.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EP0540
 EP0540.The Laplace correction was computed from DEFLEC99 derived deflections.
 EP0540
 EP0540.The geoid height was determined by GEOID03.
 EP0540
 EP0540;                    North         East     Units Scale Factor Converg.
 EP0540;SPC NM E     -   354,693.864   185,449.430   MT  0.99991424   +0 07 29.0
 EP0540;SPC NM E     - 1,163,691.45    608,428.67   sFT  0.99991424   +0 07 29.0
 EP0540;UTM  13      - 3,784,520.718   581,865.968   MT  0.99968261   +0 29 58.0
 EP0540
 EP0540!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EP0540!SPC NM E     -   0.99979996  x   0.99991424  =   0.99971422
 EP0540!UTM  13      -   0.99979996  x   0.99968261  =   0.99948263
 EP0540
 EP0540:                Primary Azimuth Mark                     Grid Az
 EP0540:SPC NM E     -  RILEY ET                                 070 18 14.0
 EP0540:UTM  13      -  RILEY ET                                 069 55 45.0
 EP0540
 EP0540|---------------------------------------------------------------------|
 EP0540| PID    Reference Object                     Distance      Geod. Az  |
 EP0540|                                                           dddmmss.s |
 EP0540| EO0686 RILEY ET                            APPROX.11.8 KM 0702543.0 |
 EP0540| CJ6896 CIBOLA RM 1                                        19914     |
 EP0540| CJ6897 CIBOLA RM 2                                        31003     |
 EP0540|---------------------------------------------------------------------|
 EP0540
 EP0540                          SUPERSEDED SURVEY CONTROL
 EP0540
 EP0540  NAD 83(1986)-  34 11 54.55180(N)    104 06 41.19980(W) AD(       ) 2
 EP0540  NAD 27      -  34 11 54.27745(N)    104 06 39.31058(W) AD(       ) 2
 EP0540  NGVD 29 (07/19/86) 1297.5    (m)         4257.     (f) VERT ANG       
 EP0540
 EP0540.Superseded values are not recommended for survey control.
 EP0540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EP0540.See file dsdata.txt to determine how the superseded data were derived.
 EP0540
 EP0540_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SET8186684521(NAD 83)
 EP0540_MARKER: DD = SURVEY DISK
 EP0540_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 EP0540+WITH SETTING: INFORMATION.
 EP0540_SP_SET: PREFABRICATED CONCRETE POST
 EP0540
 EP0540  HISTORY     - Date     Condition        Report By
 EP0540  HISTORY     - 1967     MONUMENTED       USGS
 EP0540
 EP0540                          STATION DESCRIPTION
 EP0540
 EP0540'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (CFL)
 EP0540'THE STATION IS LOCATED S 22 DEG E, ABOUT 20 MI. (AIRLINE) FROM
 EP0540'FORT SUMNER, NEW MEXICO.  N 72 DEG E, ABOUT 25 MI. (AIRLINE)
 EP0540'FROM DUNLAP, NEW MEXICO.  THE STATION IS ON THE PROPERTY OF
 EP0540'MR. BEN HALL ON TOP OF A PROMINENT ROCKY HILL ABOUT 3.4 MI.
 EP0540'SW OF CIBOLA SPRINGS, ALSO, KNOWN AS DIPPING VAT SPRING.
 EP0540'
 EP0540'STATION MARK--A USGS BRONZE TABLET CRIMPED TO A COPPERWELD ROD
 EP0540'DRIVEN TO A DEPTH OF 8 FT. (REFUSAL), FLUSH WITH THE GROUND,
 EP0540'CENTERED IN AN ORANGEBURG TILE 6 IN. DIAMETER, 12 IN. LONG,
 EP0540'FILLED WITH GRAVEL, AND IS STAMPED CIBOLA ET 1967.  THE STATION
 EP0540'SITE CAN BE LOCATED ON THE FORT SUMNER (NI-13-5) 1--250,000
 EP0540'SERIES MAP.
 EP0540'
 EP0540'REFERENCE MARK NO. 1--A USGS BRONZE R.M. TABLET CEMENTED IN
 EP0540'BEDROCK AND STAMPED CIBOLA ET NO. 1 1967.
 EP0540'
 EP0540'REFERENCE MARK NO. 2--A USGS BRONZE R.M. TABLET CEMENTED IN
 EP0540'ROCK OUTCROP AND STAMPED CIBOLA ET NO. 2 1967.
 EP0540'
 EP0540'STATION RILEY ET 1967 IS VISIBLE FROM THE GROUND AT THIS STATION
 EP0540'AND WILL SERVE AS THE AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0461 ***********************************************************************
 EP0461  DESIGNATION -  CIBOLA RM 1
 EP0461  PID         -  EP0461
 EP0461  STATE/COUNTY-  NM/LINCOLN
 EP0461  USGS QUAD   -  ROUGH MOUNTAIN (1995)
 EP0461
 EP0461                         *CURRENT SURVEY CONTROL
 EP0461  ___________________________________________________________________
 EP0461* NAD 83(1986)-  34 09 12.     (N)    105 40 07.     (W)     SCALED    
 EP0461* NAVD 88     -      2071.571  (meters)    6796.48   (feet)  ADJUSTED  
 EP0461  ___________________________________________________________________
 EP0461  GEOID HEIGHT-         -20.01  (meters)                     GEOID03
 EP0461  DYNAMIC HT  -        2068.500 (meters)    6786.40  (feet)  COMP
 EP0461  MODELED GRAV-     979,078.4   (mgal)                       NAVD 88
 EP0461
 EP0461  VERT ORDER  -  FIRST     CLASS II
 EP0461
 EP0461.The horizontal coordinates were scaled from a topographic map and have
 EP0461.an estimated accuracy of +/- 6 seconds.
 EP0461
 EP0461.The orthometric height was determined by differential leveling
 EP0461.and adjusted by the National Geodetic Survey in June 1991..
 EP0461
 EP0461.The geoid height was determined by GEOID03.
 EP0461
 EP0461.The dynamic height is computed by dividing the NAVD 88
 EP0461.geopotential number by the normal gravity value computed on the
 EP0461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EP0461.degrees latitude (g = 980.6199 gals.).
 EP0461
 EP0461.The modeled gravity was interpolated from observed gravity values.
 EP0461
 EP0461;                    North         East    Units  Estimated Accuracy
 EP0461;SPC NM C     -   349,810.      553,610.      MT  (+/- 180 meters Scaled)
 EP0461
 EP0461                          SUPERSEDED SURVEY CONTROL
 EP0461
 EP0461.No superseded survey control is available for this station.
 EP0461
 EP0461_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDT383793(NAD 83)
 EP0461_MARKER: DR = REFERENCE MARK DISK
 EP0461_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EP0461_SP_SET: CONCRETE POST
 EP0461_STAMPING: CIBOLA NO 1 1975
 EP0461_MARK LOGO: NGS   
 EP0461_PROJECTION: PROJECTING 8 CENTIMETERS
 EP0461_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EP0461+STABILITY: SURFACE MOTION
 EP0461
 EP0461  HISTORY     - Date     Condition        Report By
 EP0461  HISTORY     - 1975     MONUMENTED       NGS
 EP0461  HISTORY     - 1980     GOOD             NGS
 EP0461
 EP0461                          STATION DESCRIPTION
 EP0461
 EP0461'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 EP0461'14.6 KM (9.05 MI) SOUTH FROM CORONA.
 EP0461'14.6 KM (9.05 MI) SOUTHERLY ALONG U.S. HIGHWAY 54 FROM THE POST
 EP0461'OFFICE IN CORONA, 0.3 KM (0.2 MI) NORTHEAST OF MILEPOST 162, AT
 EP0461'A DIRT CROSSROAD, AT A SMALL REST AREA, 18.6 METERS (61.0 FT)
 EP0461'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 17.1 METERS (56.4 FT )
 EP0461'NORTHEAST OF THE STATION MARK AND 9.5 METERS (31.5 FT) SOUTH OF THE
 EP0461'CENTER OF THE DIRT ROAD.
 EP0461'THE MARK IS 18.4 METERS  NE FROM A WITNESS POST.
 EP0461'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0460 ***********************************************************************
 EP0460  DESIGNATION -  CIBOLA RM 2
 EP0460  PID         -  EP0460
 EP0460  STATE/COUNTY-  NM/LINCOLN
 EP0460  USGS QUAD   -  ROUGH MOUNTAIN (1995)
 EP0460
 EP0460                         *CURRENT SURVEY CONTROL
 EP0460  ___________________________________________________________________
 EP0460* NAD 83(1986)-  34 09 11.     (N)    105 40 06.     (W)     SCALED    
 EP0460* NAVD 88     -      2071.777  (meters)    6797.15   (feet)  ADJUSTED  
 EP0460  ___________________________________________________________________
 EP0460  GEOID HEIGHT-         -20.01  (meters)                     GEOID03
 EP0460  DYNAMIC HT  -        2068.706 (meters)    6787.08  (feet)  COMP
 EP0460  MODELED GRAV-     979,078.5   (mgal)                       NAVD 88
 EP0460
 EP0460  VERT ORDER  -  FIRST     CLASS II
 EP0460
 EP0460.The horizontal coordinates were scaled from a topographic map and have
 EP0460.an estimated accuracy of +/- 6 seconds.
 EP0460
 EP0460.The orthometric height was determined by differential leveling
 EP0460.and adjusted by the National Geodetic Survey in June 1991..
 EP0460
 EP0460.The geoid height was determined by GEOID03.
 EP0460
 EP0460.The dynamic height is computed by dividing the NAVD 88
 EP0460.geopotential number by the normal gravity value computed on the
 EP0460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EP0460.degrees latitude (g = 980.6199 gals.).
 EP0460
 EP0460.The modeled gravity was interpolated from observed gravity values.
 EP0460
 EP0460;                    North         East    Units  Estimated Accuracy
 EP0460;SPC NM C     -   349,780.      553,640.      MT  (+/- 180 meters Scaled)
 EP0460
 EP0460                          SUPERSEDED SURVEY CONTROL
 EP0460
 EP0460.No superseded survey control is available for this station.
 EP0460
 EP0460_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDT383793(NAD 83)
 EP0460_MARKER: DR = REFERENCE MARK DISK
 EP0460_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EP0460_SP_SET: CONCRETE POST
 EP0460_STAMPING: CIBOLA NO 2 1975
 EP0460_MARK LOGO: NGS   
 EP0460_PROJECTION: PROJECTING 8 CENTIMETERS
 EP0460_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EP0460+STABILITY: SURFACE MOTION
 EP0460
 EP0460  HISTORY     - Date     Condition        Report By
 EP0460  HISTORY     - 1975     MONUMENTED       NGS
 EP0460  HISTORY     - 1980     GOOD             NGS
 EP0460
 EP0460                          STATION DESCRIPTION
 EP0460
 EP0460'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 EP0460'14.6 KM (9.05 MI) SOUTH FROM CORONA.
 EP0460'14.6 KM (9.05 MI) SOUTHERLY ALONG U.S. HIGHWAY 54 FROM THE POST
 EP0460'OFFICE IN CORONA, 0.3 KM (0.2 MI) NORTHEAST OF MILEPOST 162, AT
 EP0460'A DIRT CROSSROAD, AT A SMALL REST AREA, 38.4 METERS (126.0 FT)
 EP0460'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 32.0 METERS (105.0 FT)
 EP0460'SOUTHWEST OF A GATE POST, 20.1 METERS (66.0 FT) SOUTHEAST OF THE
 EP0460'STATION MARK AND 0.4 METER (1.4 FT) NORTHWEST OF A FENCE.
 EP0460'THE MARK IS 20.1 METERS  SE FROM A WITNESS POST.
 EP0460'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0458 ***********************************************************************
 EP0458  DESIGNATION -  CIBOLA RM 3 AZIMUTH
 EP0458  PID         -  EP0458
 EP0458  STATE/COUNTY-  NM/LINCOLN
 EP0458  USGS QUAD   -  ROUGH MOUNTAIN (1995)
 EP0458
 EP0458                         *CURRENT SURVEY CONTROL
 EP0458  ___________________________________________________________________
 EP0458* NAD 83(1986)-  34 10 29.     (N)    105 39 19.     (W)     SCALED    
 EP0458* NAVD 88     -      2053.124  (meters)    6735.96   (feet)  ADJUSTED  
 EP0458  ___________________________________________________________________
 EP0458  GEOID HEIGHT-         -19.98  (meters)                     GEOID03
 EP0458  DYNAMIC HT  -        2050.091 (meters)    6726.01  (feet)  COMP
 EP0458  MODELED GRAV-     979,084.3   (mgal)                       NAVD 88
 EP0458
 EP0458  VERT ORDER  -  FIRST     CLASS II
 EP0458
 EP0458.The horizontal coordinates were scaled from a topographic map and have
 EP0458.an estimated accuracy of +/- 6 seconds.
 EP0458
 EP0458.The orthometric height was determined by differential leveling
 EP0458.and adjusted by the National Geodetic Survey in June 1991..
 EP0458
 EP0458.The geoid height was determined by GEOID03.
 EP0458
 EP0458.The dynamic height is computed by dividing the NAVD 88
 EP0458.geopotential number by the normal gravity value computed on the
 EP0458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EP0458.degrees latitude (g = 980.6199 gals.).
 EP0458
 EP0458.The modeled gravity was interpolated from observed gravity values.
 EP0458
 EP0458;                    North         East    Units  Estimated Accuracy
 EP0458;SPC NM C     -   352,190.      554,830.      MT  (+/- 180 meters Scaled)
 EP0458
 EP0458                          SUPERSEDED SURVEY CONTROL
 EP0458
 EP0458.No superseded survey control is available for this station.
 EP0458
 EP0458_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDT396817(NAD 83)
 EP0458_MARKER: DR = REFERENCE MARK DISK
 EP0458_SETTING: 66 = SET IN ROCK OUTCROP
 EP0458_SP_SET: ROCK OUTCROP
 EP0458_STAMPING: CIBOLA NO 3 1975
 EP0458_MARK LOGO: NGS   
 EP0458_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EP0458+STABILITY: POSITION/ELEVATION WELL
 EP0458
 EP0458  HISTORY     - Date     Condition        Report By
 EP0458  HISTORY     - 1975     MONUMENTED       NGS
 EP0458  HISTORY     - 1980     GOOD             NGS
 EP0458
 EP0458                          STATION DESCRIPTION
 EP0458
 EP0458'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 EP0458'11.4 KM (7.1 MI) SOUTH FROM CORONA.
 EP0458'11.4 KM (7.1 MI) SOUTHERLY ALONG U.S. HIGHWAY 54 FROM THE POST
 EP0458'OFFICE IN CORONA, 0.2 KM (0.1 MI) SOUTHWEST OF MILEPOST 164, AT
 EP0458'THE CENTER OF A HIGHWAY CUT, IN TOP OF A 3 BY 5 FT EXPOSED AREA OF
 EP0458'ROCK OUTCROP, 12.6 METERS (41.2 FT) SOUTHEAST OF A FENCE AND 9.8
 EP0458'METERS (32.0 FT) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY.
 EP0458'THE MARK IS 0.7 METERS  SW FROM A WITNESS POST.
 EP0458'THE MARK IS 1.8 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY1044 ***********************************************************************
 CY1044  DESIGNATION -  CIENEGA
 CY1044  PID         -  CY1044
 CY1044  STATE/COUNTY-  NM/HIDALGO
 CY1044  USGS QUAD   -  COTTON CITY (1980)
 CY1044
 CY1044                         *CURRENT SURVEY CONTROL
 CY1044  ___________________________________________________________________
 CY1044* NAD 83(1992)-  32 06 29.55408(N)    108 59 41.96928(W)     ADJUSTED  
 CY1044* NAVD 88     -      1751.     (meters)    5745.     (feet)  SCALED    
 CY1044  ___________________________________________________________________
 CY1044  LAPLACE CORR-           4.29  (seconds)                    DEFLEC99
 CY1044  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 CY1044
 CY1044  HORZ ORDER  -  FIRST
 CY1044
 CY1044.The horizontal coordinates were established by classical geodetic methods
 CY1044.and adjusted by the National Geodetic Survey in December 1993..
 CY1044
 CY1044.The orthometric height was scaled from a topographic map.
 CY1044
 CY1044.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY1044
 CY1044.The geoid height was determined by GEOID03.
 CY1044
 CY1044;                    North         East     Units Scale Factor Converg.
 CY1044;SPC NM W     -   123,457.757   720,366.230   MT  1.00006485   -0 37 03.0
 CY1044;SPC NM W     -   405,044.32  2,363,401.54   sFT  1.00006485   -0 37 03.0
 CY1044;SPC AZ E     -   123,465.932   323,937.365   MT  1.00005074   +0 37 22.2
 CY1044;SPC AZ E     -   405,071.96  1,062,786.63   iFT  1.00005074   +0 37 22.2
 CY1044;UTM  12      - 3,554,189.796   689,177.938   MT  1.00004137   +1 03 57.7
 CY1044
 CY1044!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY1044!SPC NM W     -   0.99972929  x   1.00006485  =   0.99979412
 CY1044!SPC AZ E     -   0.99972929  x   1.00005074  =   0.99978002
 CY1044!UTM  12      -   0.99972929  x   1.00004137  =   0.99977065
 CY1044
 CY1044|---------------------------------------------------------------------|
 CY1044| PID    Reference Object                     Distance      Geod. Az  |
 CY1044|                                                           dddmmss.s |
 CY1044| CC7143 CIENEGA RM 1                          6.285 METERS 19355     |
 CY1044| CY1141 T16S R32E SECS 23 26 CC AZ NM       APPROX. 6.0 KM 2380823.1 |
 CY1044| CC7144 CIENEGA RM 2                          5.809 METERS 26758     |
 CY1044|---------------------------------------------------------------------|
 CY1044
 CY1044                          SUPERSEDED SURVEY CONTROL
 CY1044
 CY1044  NAD 83(1992)-  32 06 29.55378(N)    108 59 41.96901(W) AD(       ) 1
 CY1044  NAD 83(1986)-  32 06 29.55090(N)    108 59 41.96760(W) AD(       ) 1
 CY1044  NAD 27      -  32 06 29.24500(N)    108 59 39.74700(W) AD(       ) 1
 CY1044
 CY1044.Superseded values are not recommended for survey control.
 CY1044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1044.See file dsdata.txt to determine how the superseded data were derived.
 CY1044
 CY1044_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA8917854190(NAD 83)
 CY1044_MARKER: DS = TRIANGULATION STATION DISK
 CY1044_SETTING: 66 = SET IN ROCK OUTCROP
 CY1044
 CY1044  HISTORY     - Date     Condition        Report By
 CY1044  HISTORY     - 1938     MONUMENTED       CGS
 CY1044  HISTORY     - 1948     GOOD             USGS
 CY1044  HISTORY     - 1972     GOOD             AZHD
 CY1044
 CY1044                          STATION DESCRIPTION
 CY1044
 CY1044'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 CY1044'STATION IS LOCATED ON A SHARP, RUGGED, GRANITE PEAK ON THE
 CY1044'W SIDE OF GRANITE MOUNTAINS, APPROXIMATELY 10 MILES S OF THE
 CY1044'STEINS STATION ON THE SOUTHERN PACIFIC RAILROAD AND 9 MILES
 CY1044'SSW OF ROAD FORKS, N. MEX.
 CY1044'
 CY1044'STATION MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL HOLE
 CY1044'IN OUTCROPPING BEDROCK.  REFERENCE MARKS
 CY1044'ARE STANDARD BRONZE DISKS IN OUTCROPPING BEDROCK.
 CY1044'
 CY1044'STATION IS REACHED FROM LORDSBURG BY GOING W ON U.S. HIGHWAY
 CY1044'80 FOR 17.0 MILES TO ROAD FORKS.  HERE CONTINUE S ON U.S.
 CY1044'HIGHWAY 80 FOR 11.0 MILES OR 0.3 MILE W OF THE SUMMIT OF
 CY1044'A PASS.  AT THIS POINT TURN RIGHT AND GO N ON AN OLD, DIM TRACK
 CY1044'ROAD THROUGH AN OPENING IN THE ROCKY HILLS FOR 0.9 MILE
 CY1044'OR FOR AS FAR AS CAN BE DRIVEN ACROSS THE WASHES TOWARD THE
 CY1044'BASE OF THE PEAK.  THE SUMMIT OF THE PEAK IS ABOUT AN HOUR
 CY1044'AND A HALF PACK.
 CY1044'
 CY1044'REFERENCE MARK NO. 1 IS SXW OF THE STATION AND ABOUT 6
 CY1044'FEET LOWER IN ELEVATION.  REFERENCE MARK NO. 2 IS W OF THE
 CY1044'STATION AND ABOUT 2 FEET LOWER IN ELEVATION.  STATION G.L.O.
 CY1044'2 WAS USED AS THE AZIMUTH.  IT IS ABOUT 3 MILES, AIRLINE, WSW AND
 CY1044'ABOUT 2000 FEET LOWER IN ELEVATION.
 CY1044'
 CY1044'THE STATION WAS BUILT IN 1935 BY E.B.L. AND IS STAMPED
 CY1044'ACCORDINGLY.  IT WAS NOT, HOWEVER, OCCUPIED AT THAT TIME.
 CY1044
 CY1044                          STATION RECOVERY (1948)
 CY1044
 CY1044'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1948
 CY1044'STATION MARK--STANDARD USC AND GS DISK, WEDGED IN DRILL HOLE IN
 CY1044'OUTCROPPING BEDROCK.
 CY1044
 CY1044                          STATION RECOVERY (1972)
 CY1044
 CY1044'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972
 CY1044'A.  GENERAL LOCATION S.W. NEW MEXICO
 CY1044'
 CY1044'B.  TO REACH SAME AS GIVEN
 CY1044'
 CY1044'C.  STATION MARK GOOD
 CY1044'
 CY1044'D.  REFERENCE MARKS GOOD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1682 ***********************************************************************
 FO1682  DESIGNATION -  CIENEGA
 FO1682  PID         -  FO1682
 FO1682  STATE/COUNTY-  NM/SANTA FE
 FO1682  USGS QUAD   -  TETILLA PEAK (1993)
 FO1682
 FO1682                         *CURRENT SURVEY CONTROL
 FO1682  ___________________________________________________________________
 FO1682* NAD 83(1992)-  35 33 28.73664(N)    106 07 41.76629(W)     ADJUSTED  
 FO1682* NAVD 88     -      1845.2    (meters)    6054.     (feet)  VERTCON   
 FO1682  ___________________________________________________________________
 FO1682  LAPLACE CORR-           5.89  (seconds)                    DEFLEC99
 FO1682  GEOID HEIGHT-         -19.54  (meters)                     GEOID03
 FO1682
 FO1682  HORZ ORDER  -  THIRD
 FO1682
 FO1682.The horizontal coordinates were established by classical geodetic methods
 FO1682.and adjusted by the National Geodetic Survey in December 1993..
 FO1682
 FO1682.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1682.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1682
 FO1682.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1682
 FO1682.The geoid height was determined by GEOID03.
 FO1682
 FO1682;                    North         East     Units Scale Factor Converg.
 FO1682;SPC NM C     -   505,480.588   511,035.589   MT  0.99990150   +0 04 14.8
 FO1682;SPC NM C     - 1,658,397.56  1,676,622.59   sFT  0.99990150   +0 04 14.8
 FO1682;UTM  13      - 3,935,509.573   397,745.269   MT  0.99972885   -0 39 22.2
 FO1682
 FO1682!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1682!SPC NM C     -   0.99971353  x   0.99990150  =   0.99961505
 FO1682!UTM  13      -   0.99971353  x   0.99972885  =   0.99944245
 FO1682
 FO1682:                Primary Azimuth Mark                     Grid Az
 FO1682:SPC NM C     -  BONANZA                                  187 51 08.7
 FO1682:UTM  13      -  BONANZA                                  188 34 45.7
 FO1682
 FO1682|---------------------------------------------------------------------|
 FO1682| PID    Reference Object                     Distance      Geod. Az  |
 FO1682|                                                           dddmmss.s |
 FO1682| FO0940 BONANZA                             APPROX. 5.9 KM 1875523.5 |
 FO1682|---------------------------------------------------------------------|
 FO1682
 FO1682                          SUPERSEDED SURVEY CONTROL
 FO1682
 FO1682  NAD 83(1986)-  35 33 28.73980(N)    106 07 41.77061(W) AD(       ) 3
 FO1682  NGVD 29 (09/14/90) 1844.3    (m)         6051.     (f) VERT ANG       
 FO1682
 FO1682.Superseded values are not recommended for survey control.
 FO1682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1682.See file dsdata.txt to determine how the superseded data were derived.
 FO1682
 FO1682_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV9774535510(NAD 83)
 FO1682_MARKER: DS = TRIANGULATION STATION DISK
 FO1682_SETTING: 0 = UNSPECIFIED SETTING
 FO1682_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FO1682
 FO1682  HISTORY     - Date     Condition        Report By
 FO1682  HISTORY     - 1951     MONUMENTED       USGS
 FO1682
 FO1682                          STATION DESCRIPTION
 FO1682
 FO1682'DESCRIBED BY US GEOLOGICAL SURVEY 1951
 FO1682'STATION IS LOCATED ABOUT 10 MI. W. AND 9 MI. S. OF SANTA FE, NEW
 FO1682'MEXICO, ABOUT 0.4 MI. SW. OF VILLAGE OF CIENEGA.
 FO1682'
 FO1682'TO REACH FROM THE PLAZA IN SANTA FE PROCEED SW. ALONG U.S. HIGHWAY 85
 FO1682'13.5 MI. TO GRADED RD. RIGHT, THENCE RIGHT THRU CATTLEGUARD 0.7 MI. TO
 FO1682'WOODEN GATE ON LEFT, THENCE LEFT THRU GATE AND UP STEEP RIDGE SW. TO
 FO1682'TOP 0.2 MI. TO A POINT WHERE A TRAIL INTERSECTS RIDGE LINE, THENCE
 FO1682'RIGHT ALONG RIDGE LINE 0.1 MI. TO A FENCE LINE N-S.  STATION LIES
 FO1682'ABOUT 350 FT. W. OF FENCE LINE ON SMALL TOP.
 FO1682'
 FO1682'STATION MARK--STANDARD TABLET SET IN TOP OF A 7 BY 7 IN. CONCRETE POST
 FO1682'PROJECTING 6 IN. ABOVE GROUND, STAMPED---SF-CIENEGA 1951 6051---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1683 ***********************************************************************
 FO1683  DESIGNATION -  CIENEGUILA
 FO1683  PID         -  FO1683
 FO1683  STATE/COUNTY-  NM/SANTA FE
 FO1683  USGS QUAD   -  TETILLA PEAK (1993)
 FO1683
 FO1683                         *CURRENT SURVEY CONTROL
 FO1683  ___________________________________________________________________
 FO1683* NAD 83(1992)-  35 35 09.20278(N)    106 07 47.23123(W)     ADJUSTED  
 FO1683* NAVD 88     -      1899.6    (meters)    6232.     (feet)  VERTCON   
 FO1683  ___________________________________________________________________
 FO1683  LAPLACE CORR-           5.48  (seconds)                    DEFLEC99
 FO1683  GEOID HEIGHT-         -19.54  (meters)                     GEOID03
 FO1683
 FO1683  HORZ ORDER  -  THIRD
 FO1683
 FO1683.The horizontal coordinates were established by classical geodetic methods
 FO1683.and adjusted by the National Geodetic Survey in December 1993..
 FO1683
 FO1683.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1683.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1683
 FO1683.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1683
 FO1683.The geoid height was determined by GEOID03.
 FO1683
 FO1683;                    North         East     Units Scale Factor Converg.
 FO1683;SPC NM C     -   508,576.453   510,894.192   MT  0.99990146   +0 04 11.8
 FO1683;SPC NM C     - 1,668,554.58  1,676,158.69   sFT  0.99990146   +0 04 11.8
 FO1683;UTM  13      - 3,938,606.448   397,643.194   MT  0.99972911   -0 39 27.0
 FO1683
 FO1683!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1683!SPC NM C     -   0.99970500  x   0.99990146  =   0.99960649
 FO1683!UTM  13      -   0.99970500  x   0.99972911  =   0.99943419
 FO1683
 FO1683:                Primary Azimuth Mark                     Grid Az
 FO1683:SPC NM C     -  SANTA FE WEST BASE                       040 08 15.4
 FO1683:UTM  13      -  SANTA FE WEST BASE                       040 51 54.2
 FO1683
 FO1683|---------------------------------------------------------------------|
 FO1683| PID    Reference Object                     Distance      Geod. Az  |
 FO1683|                                                           dddmmss.s |
 FO1683| FO0923 SANTA FE WEST BASE                  APPROX. 5.5 KM 0401227.2 |
 FO1683|---------------------------------------------------------------------|
 FO1683
 FO1683                          SUPERSEDED SURVEY CONTROL
 FO1683
 FO1683  NAD 83(1986)-  35 35 09.20669(N)    106 07 47.23593(W) AD(       ) 3
 FO1683  NGVD 29 (09/14/90) 1898.6    (m)         6229.     (f) VERT ANG       
 FO1683
 FO1683.Superseded values are not recommended for survey control.
 FO1683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1683.See file dsdata.txt to determine how the superseded data were derived.
 FO1683
 FO1683_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV9764338606(NAD 83)
 FO1683_MARKER: DS = TRIANGULATION STATION DISK
 FO1683_SETTING: 0 = UNSPECIFIED SETTING
 FO1683_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FO1683
 FO1683  HISTORY     - Date     Condition        Report By
 FO1683  HISTORY     - 1951     MONUMENTED       USGS
 FO1683
 FO1683                          STATION DESCRIPTION
 FO1683
 FO1683'DESCRIBED BY US GEOLOGICAL SURVEY 1951
 FO1683'STATION IS LOCATED ABOUT 7 MI. S. AND 10 MI. W. OF SANTA FE, NEW
 FO1683'MEXICO, ABOUT 0.6 MI. SW. OF VILLAGE OF CIENEGUILLA, IN SEC. 30,
 FO1683'T 16 N, R 8 E.
 FO1683'
 FO1683'TO REACH FROM THE PLAZA IN SANTA FE PROCEED SW. ALONG U.S. HIGHWAY
 FO1683'85 13.5 MI. TO GRADED RD. RIGHT, THENCE RIGHT 0.7 MI. TO FORKS, THENCE
 FO1683'RIGHT 0.4 MI. ACROSS VALLEY TO T-INTERSECTION, THENCE LEFT, SW. 0.1
 FO1683'MI. TO FORKS, THENCE RIGHT, N., UP STEEP SLOPE 0.8 MI. TO FORKS,
 FO1683'THENCE RIGHT NE. 0.4 MI. TO FORKS, THENCE ALONG LEFT FORK N. 0.3 MI.
 FO1683'TO FENCE, THENCE FOLLOW FENCE W. AND NW. ACROSS COUNTRY 0.4 MI. TO
 FO1683'T-FENCE AND SMALL FLAT TOP.  STATION LIES 4 FT. SW. OF FENCE AND 30
 FO1683'FT. NW. OF T-FENCE INTERSECTION WHICH IS SW. CORNER OF CIENEGUILLA
 FO1683'GRANT.  A HIGH TOP LIES 0.25 MI. NW. OF STATION.
 FO1683'
 FO1683'STATION MARK--STANDARD TABLET SET IN TOP OF A 7 BY 7 IN. CONCRETE
 FO1683'POST PROJECTING 10 IN. ABOVE GROUND, STAMPED---SF-CIENEGUILLA 1951
 FO1683'VABM 6229---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR1013 ***********************************************************************
 DR1013  DESIGNATION -  CIENGITA ET
 DR1013  PID         -  DR1013
 DR1013  STATE/COUNTY-  NM/OTERO
 DR1013  USGS QUAD   -  SIERRA BLANCA PEAK (1982)
 DR1013
 DR1013                         *CURRENT SURVEY CONTROL
 DR1013  ___________________________________________________________________
 DR1013* NAD 83(1992)-  33 18 17.48005(N)    105 47 09.32588(W)     ADJUSTED  
 DR1013* NAVD 88     -      2834.1    (meters)    9298.     (feet)  VERTCON   
 DR1013  ___________________________________________________________________
 DR1013  LAPLACE CORR-           6.99  (seconds)                    DEFLEC99
 DR1013  GEOID HEIGHT-         -19.97  (meters)                     GEOID03
 DR1013
 DR1013  HORZ ORDER  -  THIRD
 DR1013
 DR1013.The horizontal coordinates were established by classical geodetic methods
 DR1013.and adjusted by the National Geodetic Survey in February 1996..
 DR1013
 DR1013.The NAVD 88 height was computed by applying the VERTCON shift value to
 DR1013.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DR1013
 DR1013.The Laplace correction was computed from DEFLEC99 derived deflections.
 DR1013
 DR1013.The geoid height was determined by GEOID03.
 DR1013
 DR1013;                    North         East     Units Scale Factor Converg.
 DR1013;SPC NM C     -   255,654.932   543,215.512   MT  0.99992302   +0 15 17.4
 DR1013;SPC NM C     -   838,761.22  1,782,199.56   sFT  0.99992302   +0 15 17.4
 DR1013;UTM  13      - 3,685,359.636   426,834.874   MT  0.99966600   -0 25 53.6
 DR1013
 DR1013!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR1013!SPC NM C     -   0.99955839  x   0.99992302  =   0.99948144
 DR1013!UTM  13      -   0.99955839  x   0.99966600  =   0.99922454
 DR1013
 DR1013:                Primary Azimuth Mark                     Grid Az
 DR1013:SPC NM C     -  HARLEY LOOKOUT                           136 24 20.7
 DR1013:UTM  13      -  HARLEY LOOKOUT                           137 05 31.7
 DR1013
 DR1013|---------------------------------------------------------------------|
 DR1013| PID    Reference Object                     Distance      Geod. Az  |
 DR1013|                                                           dddmmss.s |
 DR1013| DR0996 HARLEY LOOKOUT                      APPROX.22.0 KM 1363938.1 |
 DR1013|---------------------------------------------------------------------|
 DR1013
 DR1013                          SUPERSEDED SURVEY CONTROL
 DR1013
 DR1013  NAD 83(1992)-  33 18 17.48005(N)    105 47 09.32588(W) AD(       ) 3
 DR1013  NAD 83(1986)-  33 18 17.48807(N)    105 47 09.32798(W) AD(       ) 3
 DR1013  NAD 27      -  33 18 17.15698(N)    105 47 07.37762(W) AD(       ) 3
 DR1013  NGVD 29 (07/19/86) 2833.2    (m)         9295.     (f) VERT ANG       
 DR1013
 DR1013.Superseded values are not recommended for survey control.
 DR1013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR1013.See file dsdata.txt to determine how the superseded data were derived.
 DR1013
 DR1013_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDS2683585360(NAD 83)
 DR1013
 DR1013  HISTORY     - Date     Condition        Report By
 DR1013  HISTORY     - 1963     MONUMENTED       USGS
 DR1013  HISTORY     - 1973     GOOD             USGS
 DR1013
 DR1013                          STATION DESCRIPTION
 DR1013
 DR1013'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 DR1013'STATION IS APPROXIMATELY 11 MI. N. OF MESCALERO, 6 MI. WSW. OF
 DR1013'RUIDOSO, AND ON THE SUMMIT OF A HIGH BARE RIDGE, WHICH LIES SSE.
 DR1013'OF SIERRA BLANCA PEAK.  STATION IS 15 FT. S. OF CIENGITA FIRE
 DR1013'LOOKOUT ON MESCALERO APACHE INDIAN RESERVATION, WHICH OVERLOOKS
 DR1013'CIENGITA CANYON TO THE E. AND SULPHUR SPRING CANYON TO THE W.
 DR1013'
 DR1013'TO REACH STATION FROM POST OFFICE IN RUIDOSO, DRIVE E. ON STATE
 DR1013'HIGHWAY 37 2.0 MI., TURN RIGHT (W.) ON CARRIZO CANYON ROAD 5.1
 DR1013'MI. TO RD. FORKS, TAKE RIGHT FORK OF CIENGITA SCHOOL, CONTINUE
 DR1013'ACROSS BRIDGE AND GENERALLY NW. ALONG RD. UP CIENGITA CANYON 10.0
 DR1013'MI. TO FIRE LOOKOUT TOWER AND STATION.
 DR1013'
 DR1013'STATION MARK--STANDARD TABLET, SET FLUSH IN CONCRETE POST, AND
 DR1013'STAMPED ---CIENGITA-ET 1963---.
 DR1013'
 DR1013'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0754 ***********************************************************************
 GM0754  DESIGNATION -  CIMARRON
 GM0754  PID         -  GM0754
 GM0754  STATE/COUNTY-  NM/COLFAX
 GM0754  USGS QUAD   -  CIMARRON (1987)
 GM0754
 GM0754                         *CURRENT SURVEY CONTROL
 GM0754  ___________________________________________________________________
 GM0754* NAD 83(1992)-  36 30 15.26405(N)    104 55 11.45122(W)     ADJUSTED  
 GM0754* NAVD 88     -      1960.70   (+/-2cm)    6432.7    (feet)  VERTCON   
 GM0754  ___________________________________________________________________
 GM0754  LAPLACE CORR-          -7.80  (seconds)                    DEFLEC99
 GM0754  GEOID HEIGHT-         -17.76  (meters)                     GEOID03
 GM0754
 GM0754  HORZ ORDER  -  SECOND
 GM0754  VERT ORDER  -  THIRD ? (See Below)
 GM0754
 GM0754.The horizontal coordinates were established by classical geodetic methods
 GM0754.and adjusted by the National Geodetic Survey in December 1993..
 GM0754
 GM0754.The NAVD 88 height was computed by applying the VERTCON shift value to
 GM0754.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GM0754.The vertical order pertains to the NGVD 29 superseded value.
 GM0754
 GM0754.The Laplace correction was computed from DEFLEC99 derived deflections.
 GM0754
 GM0754.The geoid height was determined by GEOID03.
 GM0754
 GM0754;                    North         East     Units Scale Factor Converg.
 GM0754;SPC NM E     -   610,625.148   112,460.916   MT  0.99994309   -0 20 56.1
 GM0754;SPC NM E     - 2,003,359.34    368,965.52   sFT  0.99994309   -0 20 56.1
 GM0754;UTM  13      - 4,039,881.388   507,177.682   MT  0.99960063   +0 02 51.7
 GM0754
 GM0754!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GM0754!SPC NM E     -   0.99969517  x   0.99994309  =   0.99963827
 GM0754!UTM  13      -   0.99969517  x   0.99960063  =   0.99929592
 GM0754
 GM0754|---------------------------------------------------------------------|
 GM0754| PID    Reference Object                     Distance      Geod. Az  |
 GM0754|                                                           dddmmss.s |
 GM0754| CM8669 CIMARRON RM 1                        10.375 METERS 00522     |
 GM0754| CM8670 CIMARRON RM 2                        10.038 METERS 19703     |
 GM0754| CM8668 CIMARRON AZ MK                                     2823729.8 |
 GM0754|---------------------------------------------------------------------|
 GM0754
 GM0754                          SUPERSEDED SURVEY CONTROL
 GM0754
 GM0754  NAD 83(1986)-  36 30 15.27093(N)    104 55 11.45297(W) AD(       ) 2
 GM0754  NAD 27      -  36 30 15.14010(N)    104 55 09.44820(W) AD(       ) 2
 GM0754  NGVD 29 (07/19/86) 1959.77   (m)         6429.7    (f) LEVELING    3  
 GM0754
 GM0754.Superseded values are not recommended for survey control.
 GM0754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0754.See file dsdata.txt to determine how the superseded data were derived.
 GM0754
 GM0754_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEA0717839881(NAD 83)
 GM0754_MARKER: DS = TRIANGULATION STATION DISK
 GM0754_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GM0754
 GM0754  HISTORY     - Date     Condition        Report By
 GM0754  HISTORY     - 1949     MONUMENTED       CGS
 GM0754  HISTORY     - 1954     GOOD             CGS
 GM0754  HISTORY     - 1954     GOOD             USGS
 GM0754  HISTORY     - 1960     GOOD             CGS
 GM0754  HISTORY     - 1975     GOOD             LOCSUR
 GM0754  HISTORY     - 1985     GOOD             VAILCO
 GM0754  HISTORY     - 20040822 GOOD             USPSQD
 GM0754
 GM0754                          STATION DESCRIPTION
 GM0754
 GM0754'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (DHK)
 GM0754'THE STATION IS LOCATED IN THE SOUTHWESTERN PART OF THE LITTLE
 GM0754'TOWN OF CIMARRON, 2 BLOCKS SOUTH OF CIMARRON CREEK, 1 BLOCK
 GM0754'EAST OF THE CANYON GARAGE ON U.S. HIGHWAY 64, ON THE PROPERTY
 GM0754'OF E.M. SPRINGER, 14 PACES SOUTH OF THE WHITE PLASTERED WALL
 GM0754'WHICH SURROUNDS THE RESIDENCE OF MR. E.M. SPRINGER, 12 FEET
 GM0754'NORTH OF THE CENTER LINE OF GATE ENTRANCE, 4 FEET EAST OF THE
 GM0754'WEST BOUNDARY FENCE LINE, PROJECTS 4 INCHES, AND IS STAMPED,
 GM0754'CIMARRON 1949.
 GM0754'
 GM0754'REFERENCE MARK NO. 1 IS APPROXIMATELY THE SAME ELEVATION AS
 GM0754'THE STATION, 7 FEET SOUTH OF PLASTERED WALL, 1 FOOT EAST OF
 GM0754'BOUNDARY FENCE LINE, PROJECTS 4 INCHES, AND IS STAMPED CIMARRON
 GM0754'NO 1 1949.
 GM0754'
 GM0754'REFERENCE MARK NO. 2 IS APPROXIMATELY THE SAME ELEVATION AS
 GM0754'THE STATION, 8 PACES SOUTH OF THE CENTER LINE OF GATE ENTRANCE,
 GM0754'2 FEET EAST OF FENCE LINE, SET FLUSH, AND IS STAMPED, CIMARRON
 GM0754'NO 2 1949.
 GM0754'
 GM0754'THE AZIMUTH MARK IS LOCATED ABOUT 0.1 MILE NORTH OF THE CATHOLIC
 GM0754'CHURCH, ABOUT 26 PACES NORTHWEST OF AN OLD ADOBE BUILDING,
 GM0754'7 PACES SOUTH OF FENCE CORNER, 1 FOOT EAST OF FENCE LINE,
 GM0754'6 FEET NORTH OF A 4 X 4 WITNESS POST, PROJECTS 3 INCHES, AND
 GM0754'IS STAMPED, CIMARRON 1949.
 GM0754
 GM0754                          STATION RECOVERY (1954)
 GM0754
 GM0754'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (WRH)
 GM0754'THE STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED AND FOUND
 GM0754'TO BE IN GOOD CONDITION.
 GM0754'
 GM0754'THE ORIGINAL DESCRIPTION OF THE STATION IS ADEQUATE.
 GM0754
 GM0754                          STATION RECOVERY (1954)
 GM0754
 GM0754'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954 (KSM)
 GM0754'STATION MARK--STANDARD USC AND GS DISK, STAMPED ---CIMARRON 1949---,
 GM0754'SET IN CONCRETE POST.
 GM0754
 GM0754                          STATION RECOVERY (1960)
 GM0754
 GM0754'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (DCM)
 GM0754'STATION AND R.M.S RECOVERED IN GOOD CONDITION AS DESCRIBED.
 GM0754'AZIMUTH MARK FOUND CONDITION AND IS LOCATED ABOUT 0.1 MILE
 GM0754'NORTH AND ABOUT 0.1 MILE WEST OF THE CATHOLIC CHURCH, 7 PACES
 GM0754'SOUTH OF A FENCE CORNER, 1 FOOT EAST OF FENCE LINE, 6 FEET
 GM0754'NORTH OF WITNESS POST AND PROJECTS 3 INCHES.
 GM0754
 GM0754                          STATION RECOVERY (1975)
 GM0754
 GM0754'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1975 (KRW)
 GM0754'STATION RECOVERED BY R. KEITH HOOK AND ASSOCIATES.
 GM0754'
 GM0754'CIMARRON 1949-GOOD NEEDS WITNESS POST.
 GM0754'
 GM0754'CIMARRON NO. 1 1949-GOOD.
 GM0754'
 GM0754'CIMARRON NO. 2 1949-GOOD.
 GM0754'
 GM0754'CIMARRON 1949 (AZ. MK.)-GOOD NEEDS NEW WITNESS POST.
 GM0754'
 GM0754'DESCRIPTION IS ADEQUATE.
 GM0754'
 GM0754'STATION IS ON USGS 15 MIN QUAD CIMARRON.
 GM0754
 GM0754                          STATION RECOVERY (1985)
 GM0754
 GM0754'RECOVERY NOTE BY VAIL COMPANY 1985 (RAV)
 GM0754'CIMARRON 1949 FOUND GOOD (NEED WITNESS POST).
 GM0754'
 GM0754'NEW DESCRIPTION--FROM THE INTERSECTION OF U.S. HWY 64 AND STATE
 GM0754'ROAD 21, PROCEED SOUTH ON S.R. 21 APPROXIMATELY 2400 FEET, THENCE
 GM0754'EASTERLY ON A DIRT STREET ABOUT ONE BLOCK TO ITS DEAD END.  THE
 GM0754'STATION IS ABOUT 4 FEET EAST OF A FENCE MARKING THE EAST SIDE OF
 GM0754'THE END OF THE STREET, AND 14 PACES SOUTH OF A WALL CORNER.
 GM0754'
 GM0754'STATION, RMS, AND AZ. MARK ALL RECOVERED IN GOOD CONDITION.
 GM0754
 GM0754                          STATION RECOVERY (2004)
 GM0754
 GM0754'RECOVERY NOTE BY US POWER SQUADRON 2004 (KFJ)
 GM0754'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1835 ***********************************************************************
 CX1835  DESIGNATION -  CINDER
 CX1835  PID         -  CX1835
 CX1835  STATE/COUNTY-  NM/DONA ANA
 CX1835  USGS QUAD   -  MOUNT ADEN (1985)
 CX1835
 CX1835                         *CURRENT SURVEY CONTROL
 CX1835  ___________________________________________________________________
 CX1835* NAD 83(1992)-  32 13 23.28705(N)    107 14 01.43138(W)     ADJUSTED  
 CX1835* NAVD 88     -      1389.     (meters)    4557.     (feet)  SCALED    
 CX1835  ___________________________________________________________________
 CX1835  LAPLACE CORR-           1.23  (seconds)                    DEFLEC99
 CX1835  GEOID HEIGHT-         -24.17  (meters)                     GEOID03
 CX1835
 CX1835  HORZ ORDER  -  THIRD
 CX1835
 CX1835.The horizontal coordinates were established by classical geodetic methods
 CX1835.and adjusted by the National Geodetic Survey in December 1993..
 CX1835
 CX1835.The orthometric height was scaled from a topographic map.
 CX1835
 CX1835.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1835
 CX1835.The geoid height was determined by GEOID03.
 CX1835
 CX1835;                    North         East     Units Scale Factor Converg.
 CX1835;SPC NM C     -   136,032.209   407,277.289   MT  1.00000599   -0 31 28.5
 CX1835;SPC NM C     -   446,299.01  1,336,208.91   sFT  1.00000599   -0 31 28.5
 CX1835;UTM  13      - 3,567,357.595   289,501.562   MT  1.00014646   -1 11 29.4
 CX1835
 CX1835!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1835!SPC NM C     -   0.99978581  x   1.00000599  =   0.99979180
 CX1835!UTM  13      -   0.99978581  x   1.00014646  =   0.99993224
 CX1835
 CX1835:                Primary Azimuth Mark                     Grid Az
 CX1835:SPC NM C     -  PROVIDENCE CONE CAIRN                    217 37 08.8
 CX1835:UTM  13      -  PROVIDENCE CONE CAIRN                    218 17 09.7
 CX1835
 CX1835|---------------------------------------------------------------------|
 CX1835| PID    Reference Object                     Distance      Geod. Az  |
 CX1835|                                                           dddmmss.s |
 CX1835| CX1838 PROVIDENCE CONE CAIRN               APPROX. 6.6 KM 2170540.3 |
 CX1835|---------------------------------------------------------------------|
 CX1835
 CX1835                          SUPERSEDED SURVEY CONTROL
 CX1835
 CX1835  NAD 83(1986)-  32 13 23.28957(N)    107 14 01.43183(W) AD(       ) 3
 CX1835  NAD 27      -  32 13 22.96082(N)    107 13 59.37175(W) AD(       ) 3
 CX1835
 CX1835.Superseded values are not recommended for survey control.
 CX1835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1835.See file dsdata.txt to determine how the superseded data were derived.
 CX1835
 CX1835_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBR8950267358(NAD 83)
 CX1835_MARKER: DD = SURVEY DISK
 CX1835_SETTING: 66 = SET IN ROCK OUTCROP
 CX1835_SP_SET: SET IN ROCK OUTCROP
 CX1835_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CX1835+STABILITY: POSITION/ELEVATION WELL
 CX1835
 CX1835  HISTORY     - Date     Condition        Report By
 CX1835  HISTORY     - 1940     MONUMENTED       USGS
 CX1835
 CX1835                          STATION DESCRIPTION
 CX1835
 CX1835'DESCRIBED BY US GEOLOGICAL SURVEY 1940
 CX1835'STATION IS LOCATED IN NE. 1/4 OF SEC. 15, T 24 S, R 4 W, ON HIGHEST
 CX1835'POINT OF CINDER HILL, A WELL KNOWN LOCAL POINT, 2.2 MI. W. OF BURRIOS
 CX1835'FILLING STATION, AND ABOUT 1.0 MI. S. OF U.S. HIGHWAY 70 - 80.
 CX1835'
 CX1835'STATION MARK--STANDARD BRONZE TABLET CEMENTED IN ROCK IN PLACE,
 CX1835'STAMPED ---CINDER R 1940---.
 CX1835'
 CX1835'REFERENCE MARK NO. 1--STANDARD BRONZE REFERENCE TABLET CEMENTED IN
 CX1835'ROCK IN PLACE, AND STAMPED ---NO. 1---.  DISTANT FROM STATION MARK
 CX1835'32.3 FT., N 15 DEG 48 MIN W.
 CX1835'
 CX1835'REFERENCE MARK NO. 2--STANDARD BRONZE REFERENCE TABLET CEMENTED IN
 CX1835'ROCK IN PLACE, AND STAMPED ---NO. 2---.  DISTANT FROM STATION MARK
 CX1835'18.0 FT., S 03 DEG 34 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS1387 ***********************************************************************
 DS1387  DESIGNATION -  CINDER
 DS1387  PID         -  DS1387
 DS1387  STATE/COUNTY-  NM/SIERRA
 DS1387  USGS QUAD   -  ENGLE (1985)
 DS1387
 DS1387                         *CURRENT SURVEY CONTROL
 DS1387  ___________________________________________________________________
 DS1387* NAD 83(1992)-  33 08 33.19681(N)    107 06 26.72453(W)     ADJUSTED  
 DS1387* NAVD 88     -      1556.0    (meters)    5105.     (feet)  VERTCON   
 DS1387  ___________________________________________________________________
 DS1387  LAPLACE CORR-           1.92  (seconds)                    DEFLEC99
 DS1387  GEOID HEIGHT-         -23.07  (meters)                     GEOID03
 DS1387
 DS1387  HORZ ORDER  -  FIRST
 DS1387
 DS1387.The horizontal coordinates were established by classical geodetic methods
 DS1387.and adjusted by the National Geodetic Survey in December 1993..
 DS1387
 DS1387.The NAVD 88 height was computed by applying the VERTCON shift value to
 DS1387.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DS1387
 DS1387.The Laplace correction was computed from DEFLEC99 derived deflections.
 DS1387
 DS1387.The geoid height was determined by GEOID03.
 DS1387
 DS1387;                    North         East     Units Scale Factor Converg.
 DS1387;SPC NM W     -   237,798.612   897,724.396   MT  0.99997320   +0 23 48.8
 DS1387;SPC NM W     -   780,177.61  2,945,284.12   sFT  0.99997320   +0 23 48.8
 DS1387;UTM  13      - 3,669,067.709   303,432.510   MT  1.00007642   -1 09 09.2
 DS1387
 DS1387!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS1387!SPC NM W     -   0.99975940  x   0.99997320  =   0.99973260
 DS1387!UTM  13      -   0.99975940  x   1.00007642  =   0.99983580
 DS1387
 DS1387:                Primary Azimuth Mark                     Grid Az
 DS1387:SPC NM W     -  AIRWAY BCN 10 2.5 MI E ENGLE             069 14 17.3
 DS1387:UTM  13      -  AIRWAY BCN 10 2.5 MI E ENGLE             070 47 15.3
 DS1387
 DS1387|---------------------------------------------------------------------|
 DS1387| PID    Reference Object                     Distance      Geod. Az  |
 DS1387|                                                           dddmmss.s |
 DS1387| DS1244 AIRWAY BCN 10 2.5 MI E ENGLE        APPROX.12.0 KM 0693806.1 |
 DS1387| CD1801 CINDER RM 1                          14.914 METERS 08557     |
 DS1387| DS0841 R 86                                               1755133.3 |
 DS1387| CD1800 R 86                                               1755133.0 |
 DS1387| CD1802 CINDER RM 2                           7.775 METERS 20232     |
 DS1387| DS1390 TRUTH OR CONSEQ MUN STANDPIPE       APPROX.13.4 KM 2711824.0 |
 DS1387|---------------------------------------------------------------------|
 DS1387
 DS1387                          SUPERSEDED SURVEY CONTROL
 DS1387
 DS1387  NAD 83(1986)-  33 08 33.20498(N)    107 06 26.72894(W) AD(       ) 1
 DS1387  NAD 27      -  33 08 32.93657(N)    107 06 24.63101(W) AD(       ) 1
 DS1387  NGVD 29 (07/19/86) 1555.3    (m)         5103.     (f) VERT ANG       
 DS1387
 DS1387.Superseded values are not recommended for survey control.
 DS1387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS1387.See file dsdata.txt to determine how the superseded data were derived.
 DS1387
 DS1387_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS0343369068(NAD 83)
 DS1387_MARKER: DS = TRIANGULATION STATION DISK
 DS1387_SETTING: 66 = SET IN ROCK OUTCROP
 DS1387
 DS1387  HISTORY     - Date     Condition        Report By
 DS1387  HISTORY     - 1954     MONUMENTED       CGS
 DS1387  HISTORY     - 1956     GOOD             USGS
 DS1387  HISTORY     - 1966     GOOD             CGS
 DS1387  HISTORY     - 1974     GOOD             NGS
 DS1387
 DS1387                          STATION DESCRIPTION
 DS1387
 DS1387'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (WRH)
 DS1387'STATION IS LOCATED, AIRLINE, ABOUT 8 MILES EAST NORTHEAST OF
 DS1387'TRUTH OR CONSEQUENCES, 5 MILES SOUTHWEST OF ENGLE, 1 MILE
 DS1387'NORTH OF STATE HIGHWAY 52 AND ON THE HIGHEST POINT OF A PROMINENT
 DS1387'ROCKY KNOB.
 DS1387'
 DS1387'STATION IS REACHED AS FOLLOWS--FROM THE JUNCTION OF U.S. HIGHWAY
 DS1387'85 AND STATE HIGHWAY 51 AT THE NORTHEAST EDGE OF TRUTH OR
 DS1387'CONSEQUENCES, GO EASTERLY ON STATE HIGHWAY 51, TOWARDS ENGLE,
 DS1387'FOR 9.0 MILES TO THE END OF THE SURFACED ROAD.  CONTINUE ON
 DS1387'THE GRADED DIRT ROAD FOR 1.3 MILES TO A SIDE ROAD ON THE RIGHT
 DS1387'AT A WINDMILL AND WATER TANK AND USC AND GS BENCH MARK R 86
 DS1387'WHICH IS USED FOR THE AZIMUTH MARK.  FROM HERE TURN LEFT
 DS1387'THROUGH A NARROW GATE AND PICK WAY NORTH, CROSS COUNTRY, FOR
 DS1387'1.0 MILE TO THE WEST BASE OF THE ROCKY KNOB AND THE END OF
 DS1387'TRUCK TRAVEL.  FROM HERE PACK NORTHEAST TO THE HIGHEST POINT
 DS1387'AND THE STATION.  TIME OF PACK IS 5 MINUTES.
 DS1387'
 DS1387'STATION MARK, STAMPED CINDER 1954, IS A STANDARD DISK CEMENTED
 DS1387'IN A DRILL HOLE IN LAVA BEDROCK THAT PROJECTS 8 INCHES.  IT
 DS1387'IS 15 FEET NORTHWEST OF A ROCK PILE OF WHITE COLORED ROCKS.
 DS1387'
 DS1387'REFERENCE MARK NUMBER 1, STAMPED CINDER NO 1 1954, IS A STANDARD
 DS1387'DISK CEMENTED IN A DRILL HOLE IN A LAVA BOULDER THAT PROJECTS
 DS1387'1 FOOT AND IS ABOUT THE SAME ELEVATION AS THE STATION.  IT IS
 DS1387'2 FEET WEST OF A 2 FOOT CAIRN.
 DS1387'
 DS1387'REFERENCE MARK NUMBER 2, STAMPED CINDER NO 2 1954, IS A
 DS1387'STANDARD DISK CEMENTED IN A DRILL HOLE IN LAVA BEDROCK THAT
 DS1387'PROJECTS 15 INCHES AND IS ABOUT 2 FEET HIGHER THAN THE STATION.
 DS1387'IT IS 8 FEET NORTH OF THE SOUTH EDGE OF THE HIGHEST RIDGE OF
 DS1387'THE KNOB.
 DS1387'
 DS1387'BM R 86, STAMPED R 86 1934, IS A STANDARD USC AND GS BENCH
 DS1387'MARK DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST
 DS1387'THAT PROJECTS 4 INCHES.  IT SERVES AS THE AZIMUTH MARK.  IT
 DS1387'IS 36.0 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 20.0 FEET
 DS1387'EAST NORTHEAST OF THE EAST EDGE OF A WATER TANK, 3.0 FEET WEST
 DS1387'OF A WITNESS POST AND 2.0 FEET NORTH OF A FENCE LINE.
 DS1387'
 DS1387'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 DS1387
 DS1387                          STATION RECOVERY (1956)
 DS1387
 DS1387'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 DS1387'RECOVERED IN GOOD CONDITION.
 DS1387
 DS1387                          STATION RECOVERY (1966)
 DS1387
 DS1387'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (ANP)
 DS1387'THE STATION MARK, REFERENCE MARKS 1, 2 AND BENCH MARK R 86
 DS1387'WERE RECOVERED IN GOOD CONDITION.  DUE TO ROAD CHANGES A NEW
 DS1387'COMPLETE DESCRIPTION FOLLOWS.
 DS1387'
 DS1387'THE STATION IS 8 MILES NORTH OF TRUTH OR CONSEQUENCES, 5
 DS1387'MILES SOUTHWEST OF ENGLE AND 1 MILE NORTH OF STATE HIGHWAY
 DS1387'52, ON THE SUMMIT OF A PROMINENT ROCKY KNOLL.
 DS1387'
 DS1387'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 85 AND STATE
 DS1387'HIGHWAY 51 IN TRUTH OR CONSEQUENCES, GO EAST ON HIGHWAY 51 FOR
 DS1387'4.75 MILES TO THE JUNCTION WITH STATE HIGHWAY 52.  CONTINUE
 DS1387'EASTERLY ON HIGHWAY 52 FOR 5.8 MILES TO A WINDMILL, A METAL
 DS1387'WATER TANK, AZIMUTH MARK ON THE RIGHT AND A WIRE GATE ON THE
 DS1387'LEFT.  TURN LEFT, PASSING THROUGH GATE AND GO NORTHERLY, PICKING
 DS1387'WAY ACROSS COUNTRY FOR 1.0 MILE TO THE BASE OF THE KNOLL
 DS1387'ON THE WEST SIDE.  FROM HERE PACK EASTERLY, UPHILL FOR ABOUT
 DS1387'0.1 MILE TO THE TOP OF KNOLL AND THE STATION.  ABOUT A 5
 DS1387'MINUTE PACK.
 DS1387'
 DS1387'STATION MARK IS A STANDARD DISK, STAMPED CINDER 1954, CEMENTED
 DS1387'IN A DRILL HOLE IN LAVA BEDROCK, THAT PROJECTS 5 INCHES.
 DS1387'
 DS1387'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CINDER NO 1 1954,
 DS1387'CEMENTED IN A DRILL HOLE IN LAVA BEDROCK, THAT PROJECTS 1 FOOT.
 DS1387'IT IS ABOUT 1 FOOT HIGHER THAN THE STATION.
 DS1387'
 DS1387'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED CINDER NO 2 1954,
 DS1387'CEMENTED IN A DRILL HOLE IN LAVA BEDROCK, THAT PROJECTS 14
 DS1387'INCHES, IT IS ABOUT 2 FEET HIGHER THAN THE STATION.
 DS1387'
 DS1387'BENCH MARK R 86, IS A STANDARD DISK, STAMPED R 86 1934, SET
 DS1387'IN THE TOP OF A 10 INCH SQUARE CONCRETE POST, THAT PROJECTS
 DS1387'4 INCHES.  IT IS 102 FEET SOUTH OF THE CENTERLINE OF STATE
 DS1387'HIGHWAY 52, 20 FEET NORTHEAST OF A METAL WATER TANK, 2 FEET
 DS1387'WEST OF A WITNESS POST AND 1 FOOT NORTH OF A FENCE.
 DS1387'
 DS1387'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES
 DS1387'SOUTHWEST OF ENGLE
 DS1387
 DS1387                          STATION RECOVERY (1974)
 DS1387
 DS1387'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CWW)
 DS1387'STATION, REFERENCE MARKS AND AZIMUTH MARK RECOVERED IN GOOD
 DS1387'CONDITION AS DESCRIBED.  DESCRIPTION TO REACH THE STATION IS
 DS1387'GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1563 ***********************************************************************
 FO1563  DESIGNATION -  CINDER
 FO1563  PID         -  FO1563
 FO1563  STATE/COUNTY-  NM/SANDOVAL
 FO1563  USGS QUAD   -  CABEZON PEAK (1989)
 FO1563
 FO1563                         *CURRENT SURVEY CONTROL
 FO1563  ___________________________________________________________________
 FO1563* NAD 83(1992)-  35 30 18.79353(N)    107 02 08.80009(W)     ADJUSTED  
 FO1563* NAVD 88     -      2295.     (meters)    7530.     (feet)  SCALED    
 FO1563  ___________________________________________________________________
 FO1563  LAPLACE CORR-          -1.78  (seconds)                    DEFLEC99
 FO1563  GEOID HEIGHT-         -20.37  (meters)                     GEOID03
 FO1563
 FO1563  HORZ ORDER  -  SECOND
 FO1563
 FO1563.The horizontal coordinates were established by classical geodetic methods
 FO1563.and adjusted by the National Geodetic Survey in December 1993..
 FO1563.No horizontal observational check was made to the station.
 FO1563
 FO1563.The orthometric height was scaled from a topographic map.
 FO1563
 FO1563.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1563
 FO1563.The geoid height was determined by GEOID03.
 FO1563
 FO1563;                    North         East     Units Scale Factor Converg.
 FO1563;SPC NM C     -   499,904.289   428,717.866   MT  0.99996260   -0 27 23.0
 FO1563;SPC NM C     - 1,640,102.65  1,406,551.87   sFT  0.99996260   -0 27 23.0
 FO1563;UTM  13      - 3,930,977.895   315,368.197   MT  1.00002010   -1 10 57.6
 FO1563
 FO1563!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1563!SPC NM C     -   0.99964310  x   0.99996260  =   0.99960572
 FO1563!UTM  13      -   0.99964310  x   1.00002010  =   0.99966320
 FO1563
 FO1563                          SUPERSEDED SURVEY CONTROL
 FO1563
 FO1563  NAD 83(1986)-  35 30 18.79683(N)    107 02 08.80259(W) AD(       ) 2
 FO1563  NAD 27      -  35 30 18.68370(N)    107 02 06.65170(W) AD(       ) 2
 FO1563
 FO1563.Superseded values are not recommended for survey control.
 FO1563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1563.See file dsdata.txt to determine how the superseded data were derived.
 FO1563
 FO1563_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV1536830978(NAD 83)
 FO1563_MARKER: DD = SURVEY DISK
 FO1563_SETTING: 0 = UNSPECIFIED SETTING
 FO1563_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FO1563
 FO1563  HISTORY     - Date     Condition        Report By
 FO1563  HISTORY     - 1958     MONUMENTED       NM0030
 FO1563
 FO1563                          STATION DESCRIPTION
 FO1563
 FO1563'DESCRIBED BY CITY OF ALBUQUERQUE NEW MEXICO 1958
 FO1563'STATION PRIETA IS LOCATED ON THE HIGHEST POINT NEAR THE NORTHERN
 FO1563'END OF THE PRIETA MESA AND THE HILL HAS A SCATTERED COVERING
 FO1563'OF CEDAR AND PINON TREES, ABOUT 15 MILES WEST-SOUTHWEST OF
 FO1563'SAN YSIDRO, ABOUT 12 MILES SOUTH OF SAN LUIS AND 10 FEET NORTH
 FO1563'OF A WITNESS POST.
 FO1563'
 FO1563'REFERENCE MARK NO. 2 IS A ALBUQUERQUE ENGINEER SURVEY MARK.
 FO1563'THE MARK IS BRAZED TO THE TOP OF A 1-INCH IRON PIPE, PROJECTS
 FO1563'6 INCHES ABOVE THE SURFACE OF THE GROUND AND IS STAMPED CINDER
 FO1563'1956.
 FO1563'
 FO1563'TO REACH STATION PRIETA FROM THE JUNCTION OF STATE HIGHWAYS
 FO1563'NO. 4 AND 44 IN SAN YSIDRO, GO SOUTH ON STATE HIGHWAY NO. 44
 FO1563'FOR 2.3 MILES TO A GRADED ROAD ON THE RIGHT, TURN RIGHT AND
 FO1563'GO WEST-SOUTHWEST ON THE GRADED ROAD FOR 3.6 MILES TO A CATTLE
 FO1563'GUARD, CROSS CATTLE GUARD AND CONTINUE WESTERLY FOR 1.8 MILES
 FO1563'TO A FORK, TAKE THE RIGHT FORK AND GO 3.6 MILES TO A FORK
 FO1563'AT EARTH DAM, SMALL ROCK HOUSE AND A CORRAL TO THE LEFT, TURN
 FO1563'RIGHT AND GO WEST ON TRACK ROAD FOR 0.9 MILE TO A FORK, TAKE
 FO1563'THE RIGHT FORK AND CONTINUE STRAIGHT AHEAD FOR 2.0 MILES TO A
 FO1563'FORK AND WIRE GATE, TAKE THE RIGHT FORK AND PASS THROUGH THE WIRE
 FO1563'GATE AND GO NORTHWEST ALONG THE PIPE LINE ROAD FOR 3.2
 FO1563'MILES TO A DIM TRACK ROAD ON THE LEFT, TURN LEFT AND GO
 FO1563'WEST TOWARD MESA FOR 1.6 MILES TO A DESERTED RANCH HOUSE AND
 FO1563'TWO WIRE GATES, PASS THROUGH THE WIRE GATES AND TO THE
 FO1563'LEFT OF A POND AND FOLLOW THE TRACK ROAD FOR 1.7 MILES TO
 FO1563'THE BASE OF THE HILL, FROM HERE A JEEP IS REQUIRED,
 FO1563'CONTINUE UP THE HILL ON THE BADLY WASHED OLD ROAD FOR 1.0 MILE
 FO1563'TO A WIRE GATE, PASS THROUGH THE GATE AND CONTINUE
 FO1563'SOUTHERLY FOR 0.6 MILE TO A POND AND THE END OF THE
 FO1563'TRACK ROAD, CONTINUE SOUTHERLY ACROSS COUNTRY FOR 1.0 MILE
 FO1563'TO THE CREST OF THE HILL, TURN LEFT AND GO EASTERLY FOR 0.5
 FO1563'MILE, TURN LEFT AND PICK YOUR WAY NORTHERLY FOR 1.0 MILE TO
 FO1563'THE STATION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ1100 ***********************************************************************
 EQ1100  DESIGNATION -  CINDER
 EQ1100  PID         -  EQ1100
 EQ1100  STATE/COUNTY-  NM/BERNALILLO
 EQ1100  USGS QUAD   -  DALIES NW (1991)
 EQ1100
 EQ1100                         *CURRENT SURVEY CONTROL
 EQ1100  ___________________________________________________________________
 EQ1100* NAD 83(1992)-  34 52 36.20075(N)    106 52 32.22914(W)     ADJUSTED  
 EQ1100* NAVD 88     -      1765.4    (meters)    5792.     (feet)  VERTCON   
 EQ1100  ___________________________________________________________________
 EQ1100  LAPLACE CORR-          -0.46  (seconds)                    DEFLEC99
 EQ1100  GEOID HEIGHT-         -21.80  (meters)                     GEOID03
 EQ1100
 EQ1100  HORZ ORDER  -  THIRD
 EQ1100
 EQ1100.The horizontal coordinates were established by classical geodetic methods
 EQ1100.and adjusted by the National Geodetic Survey in December 1993..
 EQ1100
 EQ1100.The NAVD 88 height was computed by applying the VERTCON shift value to
 EQ1100.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EQ1100
 EQ1100.The Laplace correction was computed from DEFLEC99 derived deflections.
 EQ1100
 EQ1100.The geoid height was determined by GEOID03.
 EQ1100
 EQ1100;                    North         East     Units Scale Factor Converg.
 EQ1100;SPC NM C     -   430,077.787   442,808.168   MT  0.99994030   -0 21 27.9
 EQ1100;SPC NM C     - 1,411,013.54  1,452,779.80   sFT  0.99994030   -0 21 27.9
 EQ1100;UTM  13      - 3,860,976.912   328,579.663   MT  0.99996218   -1 04 22.0
 EQ1100
 EQ1100!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EQ1100!SPC NM C     -   0.99972638  x   0.99994030  =   0.99966670
 EQ1100!UTM  13      -   0.99972638  x   0.99996218  =   0.99968857
 EQ1100
 EQ1100                          SUPERSEDED SURVEY CONTROL
 EQ1100
 EQ1100  NAD 83(1992)-  34 52 36.20540(N)    106 52 32.22948(W) AD(       ) 3
 EQ1100  NGVD 29 (01/22/92) 1764.5    (m)         5789.     (f) VERT ANG       
 EQ1100
 EQ1100.Superseded values are not recommended for survey control.
 EQ1100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ1100.See file dsdata.txt to determine how the superseded data were derived.
 EQ1100
 EQ1100_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU2858060977(NAD 83)
 EQ1100_MARKER: DB = BENCH MARK DISK
 EQ1100_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EQ1100_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EQ1100_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EQ1100+STABILITY: SURFACE MOTION
 EQ1100
 EQ1100  HISTORY     - Date     Condition        Report By
 EQ1100  HISTORY     - 1946     MONUMENTED       USGS
 EQ1100
 EQ1100                          STATION DESCRIPTION
 EQ1100
 EQ1100'DESCRIBED BY US GEOLOGICAL SURVEY 1946
 EQ1100'STATION IS LOCATED IN T 8 N, R 1 E, SE. CORNER SECTION 31, ON A
 EQ1100'ROUND TOP CINDER CONE.
 EQ1100'
 EQ1100'STATION IS BEST REACHED BY LEAVING THE U.S. HIGHWAY 85 ON A MAIN RANCH
 EQ1100'RD., WHICH LEADS SW. PASSING BY THE S. SIDE OF A WINDMILL AT 0.3 MI.,
 EQ1100'CONTINUE WESTERLY ALONG MAIN RD. 7.9 MI. TO A RD. FORK, CONTINUE
 EQ1100'STRAIGHT AHEAD ON LEFT HAND FORK 1.9 MI., TURN LEFT ON A DIM TRACK RD.
 EQ1100'AND PASS THROUGH A WIRE GATE AT 0.2 MI. AND CONTINUE S. 0.8 MI. AND
 EQ1100'END OF TRACK RD. AT AN OLD PROSPECT.  THE STATION IS     MI. S.
 EQ1100'
 EQ1100'STATION MARK--A 7 X 7 CONCRETE POST WITH A STANDARD BENCH MARK,
 EQ1100'STAMPED---CINDER 1946 VABM 5789---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1511 ***********************************************************************
 CX1511  DESIGNATION -  CINDY
 CX1511  PID         -  CX1511
 CX1511  STATE/COUNTY-  NM/OTERO
 CX1511  USGS QUAD   -  HEART OF THE SANDS (1982)
 CX1511
 CX1511                         *CURRENT SURVEY CONTROL
 CX1511  ___________________________________________________________________
 CX1511* NAD 83(1992)-  32 52 24.98390(N)    106 21 58.74441(W)     ADJUSTED  
 CX1511* NAVD 88     -      1191.87   (+/-2cm)    3910.3    (feet)  VERTCON   
 CX1511  ___________________________________________________________________
 CX1511  LAPLACE CORR-           0.20  (seconds)                    DEFLEC99
 CX1511  GEOID HEIGHT-         -23.34  (meters)                     GEOID03
 CX1511
 CX1511  HORZ ORDER  -  FIRST
 CX1511  VERT ORDER  -  THIRD ? (See Below)
 CX1511
 CX1511.The horizontal coordinates were established by classical geodetic methods
 CX1511.and adjusted by the National Geodetic Survey in December 1993..
 CX1511
 CX1511.The NAVD 88 height was computed by applying the VERTCON shift value to
 CX1511.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CX1511.The vertical order pertains to the NGVD 29 superseded value.
 CX1511
 CX1511.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1511
 CX1511.The geoid height was determined by GEOID03.
 CX1511
 CX1511;                    North         East     Units Scale Factor Converg.
 CX1511;SPC NM C     -   207,741.496   489,115.332   MT  0.99990146   -0 03 47.3
 CX1511;SPC NM C     -   681,565.22  1,604,705.89   sFT  0.99990146   -0 03 47.3
 CX1511;UTM  13      - 3,638,102.450   372,177.584   MT  0.99980146   -0 44 30.2
 CX1511
 CX1511!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1511!SPC NM C     -   0.99981657  x   0.99990146  =   0.99971805
 CX1511!UTM  13      -   0.99981657  x   0.99980146  =   0.99961807
 CX1511
 CX1511|---------------------------------------------------------------------|
 CX1511| PID    Reference Object                     Distance      Geod. Az  |
 CX1511|                                                           dddmmss.s |
 CX1511| CC7146 CINDY RM 1                           16.998 METERS 01445     |
 CX1511| CC7147 CINDY RM 2                           18.335 METERS 11717     |
 CX1511| CC7145 CINDY AZ MK                                        2631913.7 |
 CX1511|---------------------------------------------------------------------|
 CX1511
 CX1511                          SUPERSEDED SURVEY CONTROL
 CX1511
 CX1511  NAD 83(1986)-  32 52 24.99058(N)    106 21 58.74626(W) AD(       ) 1
 CX1511  NAD 27      -  32 52 24.68495(N)    106 21 56.75742(W) AD(       ) 1
 CX1511  NGVD 29 (07/19/86) 1191.27   (m)         3908.4    (f) LEVELING    3  
 CX1511
 CX1511.Superseded values are not recommended for survey control.
 CX1511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1511.See file dsdata.txt to determine how the superseded data were derived.
 CX1511
 CX1511_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS7217838102(NAD 83)
 CX1511_MARKER: DS = TRIANGULATION STATION DISK
 CX1511_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX1511_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CX1511
 CX1511  HISTORY     - Date     Condition        Report By
 CX1511  HISTORY     - 1968     MONUMENTED       CGS
 CX1511
 CX1511                          STATION DESCRIPTION
 CX1511
 CX1511'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JBJ)
 CX1511'THE STATION IS ABOUT 27 MILES SOUTHWEST OF TULAROSA, 16-1/2 MILES
 CX1511'WEST OF HOLLOMAN AIR FORCE BASE AND 2.7 MILES SOUTH OF ROAD 303.
 CX1511'
 CX1511'TO REACH THE STATION FROM THE SOUTH END OF THE HOLLOMAN AIR FORCE
 CX1511'BASE HIGH SPEED TEST TRACK GO WEST ON ROAD 303 FOR 9.2 MILES TO A
 CX1511'GUARD SHACK ON THE LEFT AND A FORK.  TAKE THE RIGHT FORK AND GO
 CX1511'NORTH FOR 4.2 MILES TO WHERE THE MAIN ROAD TURNS LEFT.  TURN LEFT
 CX1511'AND FOLLOW THE MAIN ROAD SOUTHWEST FOR 1.35 MILES TO BENCH MARK V 330
 CX1511'1966 ON THE LEFT.  AT THIS POINT TURN LEFT AND GO SOUTH, CROSS
 CX1511'COUNTRY, FOR 2.7 MILES TO THE STATION JUST NORTH OF TELEPHONE
 CX1511'LINES.  TO REACH THE AZIMUTH MARK FROM THE STATION GO WEST
 CX1511'FOLLOWING THE TELEPHONE LINES FOR 0.5 MILE TO THE MARK ON THE
 CX1511'LEFT.
 CX1511'
 CX1511'THE STATION MARK IS A STANDARD DISK, STAMPED CINDY 1968, SET IN THE
 CX1511'TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT PROJECTS 4
 CX1511'INCHES ABOVE THE GROUND.  IT IS 144.0 FEET NORTH OF A TELEPHONE
 CX1511'LINE POLE AND 2.4 FEET NORTH OF A WITNESS POST.  THE UNDERGROUND
 CX1511'MARK IS 36 INCHES BELOW THE GROUND SURFACE.
 CX1511'
 CX1511'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CINDY NO 1 1968, SET IN
 CX1511'THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 CX1511'PROJECTS 5 INCHES ABOVE THE GROUND.  IT IS 57.0 FEET NORTH OF THE
 CX1511'WITNESS POST AND ABOUT THE SAME ELEVATION AS THE STATION.
 CX1511'
 CX1511'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED CINDY NO 2 1968, SET IN
 CX1511'THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 CX1511'PROJECTS 5 INCHES ABOVE THE GROUND.  IT IS 58.0 FEET SOUTHEAST OF THE
 CX1511'WITNESS POST AND ABOUT THE SAME ELEVATION AS THE STATION.
 CX1511'
 CX1511'AZIMUTH MARK IS A STANDARD DISK, STAMPED CINDY 1968, SET IN THE TOP
 CX1511'OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT PROJECTS 8
 CX1511'INCHES ABOVE THE GROUND.  IT IS 1.8 FEET EAST OF A WITNESS POST AND
 CX1511'1.2 FEET EAST OF A TELEPHONE LINE POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0767 ***********************************************************************
 FN0767  DESIGNATION -  CITO
 FN0767  PID         -  FN0767
 FN0767  STATE/COUNTY-  NM/SANTA FE
 FN0767  USGS QUAD   -  GLORIETA (1993)
 FN0767
 FN0767                         *CURRENT SURVEY CONTROL
 FN0767  ___________________________________________________________________
 FN0767* NAD 83(1992)-  35 32 07.29025(N)    105 48 37.97558(W)     ADJUSTED  
 FN0767* NAVD 88     -      2367.9    (meters)    7769.     (feet)  VERTCON   
 FN0767  ___________________________________________________________________
 FN0767  LAPLACE CORR-           5.31  (seconds)                    DEFLEC99
 FN0767  GEOID HEIGHT-         -18.37  (meters)                     GEOID03
 FN0767
 FN0767  HORZ ORDER  -  THIRD
 FN0767
 FN0767.The horizontal coordinates were established by classical geodetic methods
 FN0767.and adjusted by the National Geodetic Survey in December 1993..
 FN0767
 FN0767.The NAVD 88 height was computed by applying the VERTCON shift value to
 FN0767.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FN0767
 FN0767.The Laplace correction was computed from DEFLEC99 derived deflections.
 FN0767
 FN0767.The geoid height was determined by GEOID03.
 FN0767
 FN0767;                    North         East     Units Scale Factor Converg.
 FN0767;SPC NM C     -   503,052.697   539,849.805   MT  0.99991956   +0 15 19.5
 FN0767;SPC NM C     - 1,650,432.06  1,771,157.24   sFT  0.99991956   +0 15 19.5
 FN0767;SPC NM E     -   503,972.266    31,039.224   MT  1.00013017   -0 51 31.3
 FN0767;SPC NM E     - 1,653,449.01    101,834.52   sFT  1.00013017   -0 51 31.3
 FN0767;UTM  13      - 3,932,716.998   426,520.246   MT  0.99966653   -0 28 16.0
 FN0767
 FN0767!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FN0767!SPC NM C     -   0.99963137  x   0.99991956  =   0.99955096
 FN0767!SPC NM E     -   0.99963137  x   1.00013017  =   0.99976149
 FN0767!UTM  13      -   0.99963137  x   0.99966653  =   0.99929802
 FN0767
 FN0767                          SUPERSEDED SURVEY CONTROL
 FN0767
 FN0767  NAD 83(1992)-  35 32 07.29360(N)    105 48 37.98046(W) AD(       ) 3
 FN0767  NGVD 29 (04/06/92) 2366.8    (m)         7765.     (f) VERT ANG       
 FN0767
 FN0767.Superseded values are not recommended for survey control.
 FN0767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0767.See file dsdata.txt to determine how the superseded data were derived.
 FN0767
 FN0767_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV2652032717(NAD 83)
 FN0767_MARKER: DS = TRIANGULATION STATION DISK
 FN0767_SETTING: 66 = SET IN ROCK OUTCROP
 FN0767_SP_SET: SET IN ROCK OUTCROP
 FN0767_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FN0767+STABILITY: POSITION/ELEVATION WELL
 FN0767
 FN0767  HISTORY     - Date     Condition        Report By
 FN0767  HISTORY     - 1952     MONUMENTED       USGS
 FN0767
 FN0767                          STATION DESCRIPTION
 FN0767
 FN0767'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 FN0767'STATION IS LOCATED ABOUT 7.2 MI. E. AND 10.6 MI. S. OF SANTA FE,
 FN0767'NEW MEXICO, ON TIMBER COVERED TOP ON THE W. EDGE OF GLORIETA MESA.
 FN0767'
 FN0767'TO REACH FROM SANTA FE, NEW MEXICO, PROCEED SE. ALONG U.S. HIGHWAY
 FN0767'84-85 ABOUT 9 MI. TO JUNCTION U.S. HIGHWAY 285, CONTINUE ON HIGHWAY
 FN0767'84-85 2.3 MI. TO GRAVEL RD. SE., THENCE RIGHT ALONG GRAVEL RD. 1.6
 FN0767'MI. TO RAILROAD CROSSING, CONTINUE ON GRAVEL RD. UP THE GLORIETA
 FN0767'MESA 1.8 MI. TO CATTLEGUARD JUST ON TOP OF THE GLORIETA MESA,
 FN0767'CONTINUE ON GRAVEL 400 FT. TO RD. N., THENCE LEFT THROUGH GATE ALONG
 FN0767'RD. 0.1 MI. TO RD. E., CONTINUE ON RD. 0.1 MI. TO RD. E., CONTINUE ON
 FN0767'RD. 0.4 MI. TO RD. E., CONTINUE ON RD. 0.3 MI. TO DIM RD. NW., THENCE
 FN0767'LEFT ALONG DIM RD. 0.3 MI. TO FORK AND BUILDINGS ON THE LEFT, CONTINUE
 FN0767'ON DIM RD. 0.3 MI. TO FENCE CORNER AND LARGE CLEARING, THENCE LEFT
 FN0767'IN NORTHERLY DIRECTION IN CLEARING TO TOP OF HILL AND END OF TRUCK
 FN0767'TRAVEL, 15 MINUTE HIKE IN NORTHERLY DIRECTION TO TOP OF HILL.  STATION
 FN0767'LIES ON THE NE. EDGE OF THE HILL.
 FN0767'
 FN0767'STATION MARK--STANDARD TABLET GROUTED IN N. EDGE OF OUTCROP,
 FN0767'STAMPED---CITO 1952---.
 FN0767'
 FN0767'REFERENCE MARK NO. 1--A STANDARD REFERENCE MARK TABLET GROUTED ON THE
 FN0767'E. EDGE OF OUTCROP, 30.00 FT. FROM STATION.
 FN0767'
 FN0767'REFERENCE MARK NO. 2--A STANDARD REFERENCE MARK TABLET GROUTED IN
 FN0767'BOULDER, 27.70 FT. FROM STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0449 ***********************************************************************
 GN0449  DESIGNATION -  CITOVAL
 GN0449  PID         -  GN0449
 GN0449  STATE/COUNTY-  NM/RIO ARRIBA
 GN0449  USGS QUAD   -  ABIQUIU (1995)
 GN0449
 GN0449                         *CURRENT SURVEY CONTROL
 GN0449  ___________________________________________________________________
 GN0449* NAD 83(1992)-  36 08 10.77847(N)    106 20 29.29465(W)     ADJUSTED  
 GN0449* NAVD 88     -      2339.6    (meters)    7676.     (feet)  VERTCON   
 GN0449  ___________________________________________________________________
 GN0449  LAPLACE CORR-          -3.02  (seconds)                    DEFLEC99
 GN0449  GEOID HEIGHT-         -18.77  (meters)                     GEOID03
 GN0449
 GN0449  HORZ ORDER  -  FIRST
 GN0449
 GN0449.The horizontal coordinates were established by classical geodetic methods
 GN0449.and adjusted by the National Geodetic Survey in December 1993..
 GN0449
 GN0449.The NAVD 88 height was computed by applying the VERTCON shift value to
 GN0449.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GN0449
 GN0449.The Laplace correction was computed from DEFLEC99 derived deflections.
 GN0449
 GN0449.The geoid height was determined by GEOID03.
 GN0449
 GN0449;                    North         East     Units Scale Factor Converg.
 GN0449;SPC NM C     -   569,642.172   491,767.701   MT  0.99990083   -0 03 14.2
 GN0449;SPC NM C     - 1,868,901.03  1,613,407.87   sFT  0.99990083   -0 03 14.2
 GN0449;UTM  13      - 3,999,902.646   379,301.475   MT  0.99977950   -0 47 28.2
 GN0449
 GN0449!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GN0449!SPC NM C     -   0.99963589  x   0.99990083  =   0.99953675
 GN0449!UTM  13      -   0.99963589  x   0.99977950  =   0.99941547
 GN0449
 GN0449|---------------------------------------------------------------------|
 GN0449| PID    Reference Object                     Distance      Geod. Az  |
 GN0449|                                                           dddmmss.s |
 GN0449| CD3259 CITOVAL RM 1                         20.059 METERS 09649     |
 GN0449| CD3258 CITOVAL AZ MK                                      1560536.7 |
 GN0449| CD3260 CITOVAL RM 2                         16.884 METERS 35915     |
 GN0449|---------------------------------------------------------------------|
 GN0449
 GN0449                          SUPERSEDED SURVEY CONTROL
 GN0449
 GN0449  NAD 83(1986)-  36 08 10.78200(N)    106 20 29.29963(W) AD(       ) 1
 GN0449  NAD 27      -  36 08 10.71340(N)    106 20 27.19230(W) AD(       ) 1
 GN0449  NGVD 29 (07/19/86) 2338.4    (m)         7672.     (f) VERT ANG       
 GN0449
 GN0449.Superseded values are not recommended for survey control.
 GN0449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0449.See file dsdata.txt to determine how the superseded data were derived.
 GN0449
 GN0449_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV7930199903(NAD 83)
 GN0449_MARKER: DS = TRIANGULATION STATION DISK
 GN0449_SETTING: 80 = SET IN A BOULDER
 GN0449_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 GN0449
 GN0449  HISTORY     - Date     Condition        Report By
 GN0449  HISTORY     - 1945     MONUMENTED       CGS
 GN0449  HISTORY     - 1946     GOOD             CGS
 GN0449  HISTORY     - 1953     GOOD             CGS
 GN0449  HISTORY     - 1963     GOOD             CGS
 GN0449
 GN0449                          STATION DESCRIPTION
 GN0449
 GN0449'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (CAE)
 GN0449'THE STATION IS LOCATED ON A LOW RIDGE, ON A ROLLING GRASSY MESA,
 GN0449'ABOUT 6 MILES SSW OF THE TOWN OF ABIQUIU.
 GN0449'
 GN0449'TO REACH THE STATION FROM THE POST OFFICE AND GENERAL STORE
 GN0449'IN THE TOWN OF ABIQUIU, TAKE THE RIGHT FORK ABOUT 40 YARDS SE
 GN0449'OF THE POST OFFICE AND GO S ABOUT 100 YARDS, THENCE W ABOUT
 GN0449'100 YARDS TO A WOODEN CROSS MONUMENT, THENCE SW ABOUT 100 YARDS,
 GN0449'THENCE S ON A POOR ROAD ALONG THE E EDGE OF CANYON
 GN0449'TO A POINT 0.45 MILE FROM THE POST OFFICE.  HERE TAKE THE
 GN0449'RIGHT FORK DOWN INTO THE CANYON AND FOLLOW ROAD ON W SIDE OF
 GN0449'CANYON FOR 3.5 MILES TO A POINT WHERE THE ROAD CROSSES THE CREEK
 GN0449'FOR THE SECOND TIME WITHIN ABOUT 0.1 MILE.  FROM HERE FOLLOW
 GN0449'THE MAIN TRAVELED ROAD E AND N UP THE CANYON WALL AND THEN
 GN0449'ACROSS THE MESA FOR 2.9 MILES TO STATION 145 FEET W OF THE ROAD.
 GN0449'
 GN0449'THE STATION MARK IS A BRONZE STATION DISK STAMPED CITOVAL 1945
 GN0449'AND SET IN A DRILL HOLE IN A BURIED BOULDER FLUSH WITH THE
 GN0449'GROUND.  IT IS 11 FEET WSW OF A WHITE 4- BY 4-INCH WITNESS POST
 GN0449'AND 145 FEET W OF THE CENTER LINE OF THE ROAD.
 GN0449'
 GN0449'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK STAMPED CITOVAL
 GN0449'NO 1 1945 AND SET IN A DRILL HOLE IN A BURIED BOULDER FLUSH
 GN0449'WITH THE GROUND.  IT IS E OF THE STATION AND ABOUT 1 FOOT LOWER.
 GN0449'
 GN0449'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK STAMPED CITOVAL NO
 GN0449'2 1945 AND SET IN A BURIED BOULDER.  IT PROJECTS ABOUT 1 INCH
 GN0449'ABOVE THE GROUND.  IT IS N OF THE STATION AND ABOUT 1 FOOT LOWER.
 GN0449'
 GN0449'THE AZIMUTH MARK IS A BRONZE AZIMUTH DISK STAMPED CITOVAL 1945
 GN0449'AND SET IN OUTCROPPING BEDROCK.  IT PROJECTS ABOUT 2 INCHES.
 GN0449'IT IS 3-1/2 FEET NNW OF A WHITE 4- BY 4-INCH WITNESS POST (THE
 GN0449'POST BEING SET IN A 2-FOOT ROCK CAIRN) AND ABOUT 1/4 MILE
 GN0449'SSE OF THE STATION.
 GN0449
 GN0449                          STATION RECOVERY (1946)
 GN0449
 GN0449'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (FRG)
 GN0449'THE STATION MARK AND ALL REFERENCE MARKS WERE FOUND IN GOOD
 GN0449'CONDITION.  THE DESCRIPTION BY C.A.E. IN 1945 WAS FOUND TO
 GN0449'BE COMPLETE AND ADEQUATE EXCEPT FOR THE LAST DISTANCE IN THE
 GN0449'TO REACH WHICH SHOULD BE 3.1 MILES INSTEAD OF THE 2.9 MILES
 GN0449'AS GIVEN.
 GN0449'
 GN0449'THE DISTANCES TO THE REFERENCE MARKS WERE MEASURED AS FOLLOWS--
 GN0449'REFERENCE MARK NO. 1 20.053 METERS.  65.79 FEET, REFERENCE MARK
 GN0449'NO. 2 16.883 METERS.  55.39 FEET.
 GN0449
 GN0449                          STATION RECOVERY (1953)
 GN0449
 GN0449'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (LBO)
 GN0449'RECOVERED AS DESCRIBED, ALL MARKS IN GOOD CONDITION.  DESCRIPTION
 GN0449'ADEQUATE.
 GN0449
 GN0449                          STATION RECOVERY (1963)
 GN0449
 GN0449'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CKP)
 GN0449'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 GN0449'CONDITION.  THE DESCRIPTION TO REACH THE STATION IS CORRECT AND
 GN0449'ADEQUATE.  TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE
 GN0449'SOUTH ON THE ROAD FOR 0.2 MILE, TURN LEFT AND GO EAST, ACROSS
 GN0449'COUNTRY, FOR 0.5 MILE TO THE NORTHWEST EDGE OF A ROCK,
 GN0449'TREE-COVERED KNOLL AND THE MARK.
 GN0449'
 GN0449'ASTRO PARTY 621 VISITED THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0236 ***********************************************************************
 EP0236  DESIGNATION -  CITY
 EP0236  PID         -  EP0236
 EP0236  STATE/COUNTY-  NM/GUADALUPE
 EP0236  USGS QUAD   -  VAUGHN (1978)
 EP0236
 EP0236                         *CURRENT SURVEY CONTROL
 EP0236  ___________________________________________________________________
 EP0236* NAD 83(1992)-  34 35 53.97651(N)    105 12 42.61992(W)     ADJUSTED  
 EP0236* NAVD 88     -      1840.972  (meters)    6039.92   (feet)  ADJUSTED  
 EP0236  ___________________________________________________________________
 EP0236  LAPLACE CORR-          -5.61  (seconds)                    DEFLEC99
 EP0236  GEOID HEIGHT-         -20.79  (meters)                     GEOID03
 EP0236  DYNAMIC HT  -        1838.375 (meters)    6031.40  (feet)  COMP
 EP0236  MODELED GRAV-     979,158.6   (mgal)                       NAVD 88
 EP0236
 EP0236  HORZ ORDER  -  FIRST
 EP0236  VERT ORDER  -  FIRST     CLASS II
 EP0236
 EP0236.The horizontal coordinates were established by classical geodetic methods
 EP0236.and adjusted by the National Geodetic Survey in December 1993..
 EP0236
 EP0236.The orthometric height was determined by differential leveling
 EP0236.and adjusted by the National Geodetic Survey in June 1991..
 EP0236
 EP0236.The Laplace correction was computed from DEFLEC99 derived deflections.
 EP0236
 EP0236.The geoid height was determined by GEOID03.
 EP0236
 EP0236.The dynamic height is computed by dividing the NAVD 88
 EP0236.geopotential number by the normal gravity value computed on the
 EP0236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EP0236.degrees latitude (g = 980.6199 gals.).
 EP0236
 EP0236.The modeled gravity was interpolated from observed gravity values.
 EP0236
 EP0236;                    North         East     Units Scale Factor Converg.
 EP0236;SPC NM E     -   399,372.716    84,419.110   MT  0.99998910   -0 29 55.9
 EP0236;SPC NM E     - 1,310,275.32    276,965.03   sFT  0.99998910   -0 29 55.9
 EP0236;SPC NM C     -   399,508.186   595,224.959   MT  1.00001173   +0 35 22.3
 EP0236;SPC NM C     - 1,310,719.77  1,952,833.89   sFT  1.00001173   +0 35 22.3
 EP0236;UTM  13      - 3,828,520.899   480,575.350   MT  0.99960465   -0 07 13.0
 EP0236
 EP0236!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EP0236!SPC NM E     -   0.99971436  x   0.99998910  =   0.99970346
 EP0236!SPC NM C     -   0.99971436  x   1.00001173  =   0.99972609
 EP0236!UTM  13      -   0.99971436  x   0.99960465  =   0.99931912
 EP0236
 EP0236|---------------------------------------------------------------------|
 EP0236| PID    Reference Object                     Distance      Geod. Az  |
 EP0236|                                                           dddmmss.s |
 EP0236| EP0238 CITY RM 1                            15.519 METERS 13923     |
 EP0236| EP0237 CITY RM 2                            18.405 METERS 24453     |
 EP0236| EP0240 VAUGHN                              APPROX. 1.2 KM 3174754.3 |
 EP0236|---------------------------------------------------------------------|
 EP0236
 EP0236                          SUPERSEDED SURVEY CONTROL
 EP0236
 EP0236  NAD 83(1986)-  34 35 53.98285(N)    105 12 42.61928(W) AD(       ) 1
 EP0236  NAD 27      -  34 35 53.73700(N)    105 12 40.61700(W) AD(       ) 1
 EP0236  NGVD 29 (??/??/92) 1840.171  (m)         6037.29   (f) ADJ UNCH    1 2
 EP0236
 EP0236.Superseded values are not recommended for survey control.
 EP0236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EP0236.See file dsdata.txt to determine how the superseded data were derived.
 EP0236
 EP0236_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDU8057528521(NAD 83)
 EP0236_MARKER: DS = TRIANGULATION STATION DISK
 EP0236_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EP0236_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EP0236_STAMPING: CITY 1948
 EP0236_MARK LOGO: CGS   
 EP0236_MAGNETIC: N = NO MAGNETIC MATERIAL
 EP0236_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EP0236+STABILITY: SURFACE MOTION
 EP0236_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EP0236+SATELLITE: SATELLITE OBSERVATIONS - December 13, 2005
 EP0236
 EP0236  HISTORY     - Date     Condition        Report By
 EP0236  HISTORY     - 1948     MONUMENTED       CGS
 EP0236  HISTORY     - 1958     GOOD             NGS
 EP0236  HISTORY     - 1963     GOOD             USAF
 EP0236  HISTORY     - 1969     GOOD             USAF
 EP0236  HISTORY     - 1974     GOOD             USGS
 EP0236  HISTORY     - 19810825 GOOD             NGS
 EP0236  HISTORY     - 1983     GOOD             NGS
 EP0236  HISTORY     - 20051213 GOOD             GEOCAC
 EP0236
 EP0236                          STATION DESCRIPTION
 EP0236
 EP0236'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (DHK)
 EP0236'THE STATION IS LOCATED IN THE TOWN OF VAUGHN, 0.5 MILE SOUTH
 EP0236'OF THE POST OFFICE IN OLD TOWN VAUGHN, ON A LOW FLAT-TOPPED
 EP0236'RIDGE, 73 PACES NORTH OF A EAST-WEST FENCE LINE, 15 PACES
 EP0236'EAST OF THE CENTER LINE OF A DIM TRACK ROAD, 6 FEET NORTH
 EP0236'OF A 4 X 4 WITNESS POST, SET FLUSH, STAMPED, CITY 1948.  THE
 EP0236'UNDERGROUND MARK IS A COPPER BAR.
 EP0236'
 EP0236'REFERENCE MARK NO. 1 IS APPROXIMATELY 6 INCHES LOWER THAN
 EP0236'THE STATION, SET FLUSH, STAMPED, CITY NO 1 1948.
 EP0236'
 EP0236'REFERENCE MARK NO. 2 IS APPROXIMATELY 6 INCHES HIGHER THAN
 EP0236'THE STATION, 12 FEET WEST OF THE CENTER LINE OF DIM TRACK
 EP0236'ROAD, SET FLUSH, STAMPED, CITY NO 2 1948.
 EP0236'
 EP0236'STATION VAUGHN 1934 IS THE AZIMUTH.
 EP0236'
 EP0236'TO REACH FROM THE POST OFFICE IN OLD TOWN VAUGHN.  GO SOUTH
 EP0236'FOR 0.25 MILE TO THE INTERSECTION OF U.S. HIGHWAY 60.  CROSS
 EP0236'HIGHWAY AND CONTINUE SOUTH FOR 0.15 MILE TO POINT WHERE STREET
 EP0236'TURNS WEST AND DIM TRACK ROAD CONTINUES SOUTH.  TAKE TRACK
 EP0236'ROAD (S) STRAIGHT AHEAD FOR 100 FEET TO FORK.  TAKE LEFT
 EP0236'FORK FOR 0.1 MILE TO SUMMIT AND STATION.
 EP0236
 EP0236                          STATION RECOVERY (1958)
 EP0236
 EP0236'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 EP0236'1.5 MI SW FROM VAUGHN.
 EP0236'ABOUT 0.9 MILE WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 EP0236'FROM THE STATION AT VAUGHN, THENCE 0.35 MILE SOUTH ALONG MAIN STREET
 EP0236'OF WEST VAUGHN, THENCE 0.25 MILE SOUTH ALONG A DIRT ROAD TO THE CREST
 EP0236'OF A HILL, 48 FEET EAST OF THE CENTER LINE OF A TRAIL ROAD, 129 FEET
 EP0236'SOUTH OF A POWER POLE, 227 FEET NORTH OF A FENCE, 6 FEET NORTH OF A
 EP0236'WHITE WOODEN WITNESS POST, AND IN THE TOP OF A CONCRETE POST FLUSH
 EP0236'WITH THE GROUND.
 EP0236
 EP0236                          STATION RECOVERY (1963)
 EP0236
 EP0236'RECOVERY NOTE BY US AIR FORCE 1963
 EP0236'STATION FOUND IN GOOD CONDITION.  DESCRIPTION ADEQUATE.
 EP0236
 EP0236                          STATION RECOVERY (1969)
 EP0236
 EP0236'RECOVERY NOTE BY US AIR FORCE 1969
 EP0236'STATION, BOTH REFERENCE MARKS, AND THE AZIMUTH MARK (VAUGHN
 EP0236'1934) WERE RECOVERED IN GOOD CONDITION.
 EP0236'
 EP0236'THE ROUTE DESCRIPTION WAS ADEQUATE.
 EP0236
 EP0236                          STATION RECOVERY (1974)
 EP0236
 EP0236'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974 (JTD)
 EP0236'TO REACH THE STATION FROM THE POST OFFICE IN WEST VAUGHN,
 EP0236'N. MEX., GO EAST ONE BLOCK.  TURN RIGHT (SOUTH) AND GO 3-1/2
 EP0236'BLOCKS TO TOP OF RODGE AND STATION SITE.  THE STATION IS
 EP0236'50 FT. EAST OF ROAD.
 EP0236
 EP0236                          STATION RECOVERY (1981)
 EP0236
 EP0236'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 EP0236'STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 EP0236'CONDITION.  DISTANCE AND DIRECTION TO REFERENCE MARKS COMPARED
 EP0236'FAVORABLY WITH PREVIOUS DATA.  THE FENCE LINE IS NO LONGER AT STATION
 EP0236'SITE.  STATION IS REACHED FROM THE POST OFFICE IN VAUGHN, GO EAST ON
 EP0236'US HIGHWAYS 60, 285 AND 54 FOR 0.05 MI (0.08 KM) , TURN RIGHT AND GO
 EP0236'SOUTH ON A SURFACED STREET FOR 0.15 MI (0.24 KM) TO A PAVED CROSS
 EP0236'STREET AND END OF THE SURFACED STREET, CONTINUE SOUTH, STRAIGHT AHEAD,
 EP0236'UPHILL ON A TRACK ROAD FOR 0.05 MI (0.08 KM) , TOP OF HILL, STATION ON
 EP0236'LEFT.  STATION IS A STANDARD DISK STAMPED--CITY 1948, SET IN TOP OF A
 EP0236'SQUARE CONCRETE MONUMENT PROJECTING ABOUT 1-INCH, 47 FT (14.3 M) EAST
 EP0236'OF THE CENTER OF THE TRACK ROAD, 19 FT (5.8 M) SOUTH OF A POWER LINE
 EP0236'POLE NO 1717, 3 FT (0.9 M) WEST OF A METAL WITNESS POST.  REFERENCE
 EP0236'MARK 1 IS A STANDARD DISK STAMPED--CITY NO 1 1948, SET IN TOP OF A
 EP0236'SQUARE CONCRETE MONUMENT PROJECTING ABOUT 1 INCH, 76 FT (23.2 M) EAST
 EP0236'OF THE TRACK ROAD.  REFERENCE MARK 2 IS A STANDARD DISK STAMPED--CITY
 EP0236'NO 2 1948--, SET IN TOP OF A SQUARE CONCRETE MONUMENT PROJECTING ABOUT
 EP0236'3 INCHES, 10 FT (3.0 M) WEST OF THE TRACK ROAD.
 EP0236
 EP0236                          STATION RECOVERY (1983)
 EP0236
 EP0236'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 EP0236'RECOVERED IN GOOD CONDITION.
 EP0236
 EP0236                          STATION RECOVERY (2005)
 EP0236
 EP0236'RECOVERY NOTE BY GEOCACHING 2005 (HMT)
 EP0236'THE PAVED STREET LEADING SOUTH FROM US ROUTE 60 IS NOW NAMED CEDAR
 EP0236'STREET.
 EP0236'IT STILL BECOMES AN UNPAVED TRACK ROAD AT 6TH STREET.  THE PRIMARY
 EP0236'MARK AND
 EP0236'RM2 STILL HAVE WITNESS POSTS, BUT THERE IS NO WITNESS POST AT RM1. THE
 EP0236'MARKS
 EP0236'THEMSELVES ARE ALL IN EXCELLENT CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0238 ***********************************************************************
 EP0238  DESIGNATION -  CITY RM 1
 EP0238  PID         -  EP0238
 EP0238  STATE/COUNTY-  NM/GUADALUPE
 EP0238  USGS QUAD   -  VAUGHN (1978)
 EP0238
 EP0238                         *CURRENT SURVEY CONTROL
 EP0238  ___________________________________________________________________
 EP0238* NAD 83(1986)-  34 35 54.     (N)    105 12 43.     (W)     SCALED    
 EP0238* NAVD 88     -      1840.642  (meters)    6038.84   (feet)  ADJUSTED  
 EP0238  ___________________________________________________________________
 EP0238  GEOID HEIGHT-         -20.79  (meters)                     GEOID03
 EP0238  DYNAMIC HT  -        1838.046 (meters)    6030.32  (feet)  COMP
 EP0238  MODELED GRAV-     979,158.5   (mgal)                       NAVD 88
 EP0238
 EP0238  VERT ORDER  -  FIRST     CLASS II
 EP0238
 EP0238.The horizontal coordinates were scaled from a topographic map and have
 EP0238.an estimated accuracy of +/- 6 seconds.
 EP0238
 EP0238.The orthometric height was determined by differential leveling
 EP0238.and adjusted by the National Geodetic Survey in June 1991..
 EP0238
 EP0238.The geoid height was determined by GEOID03.
 EP0238
 EP0238.The dynamic height is computed by dividing the NAVD 88
 EP0238.geopotential number by the normal gravity value computed on the
 EP0238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EP0238.degrees latitude (g = 980.6199 gals.).
 EP0238
 EP0238.The modeled gravity was interpolated from observed gravity values.
 EP0238
 EP0238;                    North         East    Units  Estimated Accuracy
 EP0238;SPC NM E     -   399,370.       84,410.      MT  (+/- 180 meters Scaled)
 EP0238
 EP0238                          SUPERSEDED SURVEY CONTROL
 EP0238
 EP0238  NGVD 29 (??/??/92) 1839.842  (m)         6036.22   (f) ADJ UNCH    1 2
 EP0238
 EP0238.Superseded values are not recommended for survey control.
 EP0238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EP0238.See file dsdata.txt to determine how the superseded data were derived.
 EP0238
 EP0238_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDU805285(NAD 83)
 EP0238_MARKER: DR = REFERENCE MARK DISK
 EP0238_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EP0238_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EP0238_STAMPING: CITY NO 1 1948
 EP0238_MARK LOGO: CGS   
 EP0238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EP0238+STABILITY: SURFACE MOTION
 EP0238_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EP0238+SATELLITE: SATELLITE OBSERVATIONS - December 13, 2005
 EP0238
 EP0238  HISTORY     - Date     Condition        Report By
 EP0238  HISTORY     - 1948     MONUMENTED       CGS
 EP0238  HISTORY     - 1958     GOOD             NGS
 EP0238  HISTORY     - 1983     GOOD             NGS
 EP0238  HISTORY     - 20051213 GOOD             GEOCAC
 EP0238
 EP0238                          STATION DESCRIPTION
 EP0238
 EP0238'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 EP0238'1.5 MI SW FROM VAUGHN.
 EP0238'ABOUT 0.9 MILE WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 EP0238'FROM THE STATION AT VAUGHN, THENCE 0.35 MILE SOUTH ALONG MAIN STREET
 EP0238'OF WEST VAUGHN, THENCE 0.25 MILE SOUTH ALONG A DIRT ROAD TO THE CREST
 EP0238'OF A HILL, 78 FEET EAST OF THE CENTER LINE OF THE TRAIL ROAD, 51 FEET
 EP0238'SOUTHEAST OF TRIANGULATION STATION CITY 1948, ABOUT LEVEL WITH THE
 EP0238'ROAD, AND IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 EP0238
 EP0238                          STATION RECOVERY (1983)
 EP0238
 EP0238'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 EP0238'RECOVERED IN GOOD CONDITION.
 EP0238
 EP0238                          STATION RECOVERY (2005)
 EP0238
 EP0238'RECOVERY NOTE BY GEOCACHING 2005 (HMT)
 EP0238'THE PAVED STREET LEADING SOUTH FROM US ROUTE 60 IS NOW NAMED CEDAR
 EP0238'STREET.
 EP0238'IT STILL BECOMES AN UNPAVED TRACK ROAD AT 6TH STREET.  THE PRIMARY
 EP0238'MARK AND
 EP0238'RM2 STILL HAVE WITNESS POSTS, BUT THERE IS NO WITNESS POST AT RM1. THE
 EP0238'MARKS
 EP0238'THEMSELVES ARE ALL IN EXCELLENT CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0237 ***********************************************************************
 EP0237  DESIGNATION -  CITY RM 2
 EP0237  PID         -  EP0237
 EP0237  STATE/COUNTY-  NM/GUADALUPE
 EP0237  USGS QUAD   -  VAUGHN (1978)
 EP0237
 EP0237                         *CURRENT SURVEY CONTROL
 EP0237  ___________________________________________________________________
 EP0237* NAD 83(1986)-  34 35 53.     (N)    105 12 42.     (W)     SCALED    
 EP0237* NAVD 88     -      1841.273  (meters)    6040.91   (feet)  ADJUSTED  
 EP0237  ___________________________________________________________________
 EP0237  GEOID HEIGHT-         -20.80  (meters)                     GEOID03
 EP0237  DYNAMIC HT  -        1838.676 (meters)    6032.39  (feet)  COMP
 EP0237  MODELED GRAV-     979,158.6   (mgal)                       NAVD 88
 EP0237
 EP0237  VERT ORDER  -  FIRST     CLASS II
 EP0237
 EP0237.The horizontal coordinates were scaled from a topographic map and have
 EP0237.an estimated accuracy of +/- 6 seconds.
 EP0237
 EP0237.The orthometric height was determined by differential leveling
 EP0237.and adjusted by the National Geodetic Survey in June 1991..
 EP0237
 EP0237.The geoid height was determined by GEOID03.
 EP0237
 EP0237.The dynamic height is computed by dividing the NAVD 88
 EP0237.geopotential number by the normal gravity value computed on the
 EP0237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EP0237.degrees latitude (g = 980.6199 gals.).
 EP0237
 EP0237.The modeled gravity was interpolated from observed gravity values.
 EP0237
 EP0237;                    North         East    Units  Estimated Accuracy
 EP0237;SPC NM E     -   399,340.       84,440.      MT  (+/- 180 meters Scaled)
 EP0237
 EP0237                          SUPERSEDED SURVEY CONTROL
 EP0237
 EP0237  NGVD 29 (??/??/92) 1840.473  (m)         6038.29   (f) ADJ UNCH    1 2
 EP0237
 EP0237.Superseded values are not recommended for survey control.
 EP0237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EP0237.See file dsdata.txt to determine how the superseded data were derived.
 EP0237
 EP0237_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDU805284(NAD 83)
 EP0237_MARKER: DR = REFERENCE MARK DISK
 EP0237_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EP0237_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EP0237_STAMPING: CITY NO 2 1948
 EP0237_MARK LOGO: CGS   
 EP0237_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EP0237+STABILITY: SURFACE MOTION
 EP0237_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EP0237+SATELLITE: SATELLITE OBSERVATIONS - December 13, 2005
 EP0237
 EP0237  HISTORY     - Date     Condition        Report By
 EP0237  HISTORY     - 1948     MONUMENTED       CGS
 EP0237  HISTORY     - 1958     GOOD             NGS
 EP0237  HISTORY     - 1983     GOOD             NGS
 EP0237  HISTORY     - 20051213 GOOD             GEOCAC
 EP0237
 EP0237                          STATION DESCRIPTION
 EP0237
 EP0237'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 EP0237'1.5 MI SW FROM VAUGHN.
 EP0237'ABOUT 0.9 MILE WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 EP0237'FROM THE STATION AT VAUGHN, THENCE 0.35 MILE SOUTH ALONG MAIN STREET
 EP0237'OF WEST VAUGHN, THENCE 0.25 MILE SOUTH ALONG A DIRT ROAD TO THE CREST
 EP0237'OF A HILL, 10 FEET WEST OF THE CENTER LINE OF THE ROAD, 60 1/2 FEET
 EP0237'WEST-SOUTHWEST OF TRIANGULATION STATION CITY 1948, ABOUT LEVEL WITH
 EP0237'THE ROAD, AND IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 EP0237
 EP0237                          STATION RECOVERY (1983)
 EP0237
 EP0237'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 EP0237'RECOVERED IN GOOD CONDITION.
 EP0237
 EP0237                          STATION RECOVERY (2005)
 EP0237
 EP0237'RECOVERY NOTE BY GEOCACHING 2005 (HMT)
 EP0237'THE PAVED STREET LEADING SOUTH FROM US ROUTE 60 IS NOW NAMED CEDAR
 EP0237'STREET.
 EP0237'IT STILL BECOMES AN UNPAVED TRACK ROAD AT 6TH STREET.  THE PRIMARY
 EP0237'MARK AND
 EP0237'RM2 STILL HAVE WITNESS POSTS, BUT THERE IS NO WITNESS POST AT RM1. THE
 EP0237'MARKS
 EP0237'THEMSELVES ARE ALL IN EXCELLENT CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0646 ***********************************************************************
 EP0646  DESIGNATION -  CITY TANK
 EP0646  PID         -  EP0646
 EP0646  STATE/COUNTY-  NM/DE BACA
 EP0646  USGS QUAD   -  FORT SUMNER EAST (1982)
 EP0646
 EP0646                         *CURRENT SURVEY CONTROL
 EP0646  ___________________________________________________________________
 EP0646* NAD 83(1992)-  34 28 43.07728(N)    104 14 29.20979(W)     ADJUSTED  
 EP0646* NAVD 88     -      1251.     (meters)    4104.     (feet)  SCALED    
 EP0646  ___________________________________________________________________
 EP0646  LAPLACE CORR-          -0.48  (seconds)                    DEFLEC99
 EP0646  GEOID HEIGHT-         -23.61  (meters)                     GEOID03
 EP0646
 EP0646  HORZ ORDER  -  THIRD
 EP0646
 EP0646.The horizontal coordinates were established by classical geodetic methods
 EP0646.and adjusted by the National Geodetic Survey in December 1993..
 EP0646
 EP0646.The orthometric height was scaled from a topographic map.
 EP0646
 EP0646.The Laplace correction was computed from DEFLEC99 derived deflections.
 EP0646
 EP0646.The geoid height was determined by GEOID03.
 EP0646
 EP0646;                    North         East     Units Scale Factor Converg.
 EP0646;SPC NM E     -   385,749.020   173,440.211   MT  0.99990997   +0 03 07.3
 EP0646;SPC NM E     - 1,265,578.24    569,028.43   sFT  0.99990997   +0 03 07.3
 EP0646;UTM  13      - 3,815,488.917   569,656.112   MT  0.99965980   +0 25 46.0
 EP0646
 EP0646!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EP0646!SPC NM E     -   0.99980743  x   0.99990997  =   0.99971742
 EP0646!UTM  13      -   0.99980743  x   0.99965980  =   0.99946729
 EP0646
 EP0646                          SUPERSEDED SURVEY CONTROL
 EP0646
 EP0646  NAD 83(1992)-  34 28 43.08565(N)    104 14 29.20542(W) AD(       ) 3
 EP0646
 EP0646.Superseded values are not recommended for survey control.
 EP0646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EP0646.See file dsdata.txt to determine how the superseded data were derived.
 EP0646
 EP0646_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEU6965615489(NAD 83)
 EP0646_MARKER: 51 = TANK
 EP0646_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EP0646+SATELLITE: SATELLITE OBSERVATIONS - May 25, 2005
 EP0646
 EP0646  HISTORY     - Date     Condition        Report By
 EP0646  HISTORY     - 1945     FIRST OBSERVED   USGS
 EP0646  HISTORY     - 20030719 GOOD             USPSQD
 EP0646  HISTORY     - 20050525 GOOD             USPSQD
 EP0646
 EP0646                          STATION DESCRIPTION
 EP0646
 EP0646'DESCRIBED BY US GEOLOGICAL SURVEY 1945
 EP0646'STATION IS THE TOP OF CITY WATER TANK IN N. EDGE OF FORT SUMNER.
 EP0646'
 EP0646'STATION MARK--TOP OF WATER TANK WAS INTERSECTED.
 EP0646
 EP0646                          STATION RECOVERY (2003)
 EP0646
 EP0646'RECOVERY NOTE BY US POWER SQUADRON 2003 (RPJ)
 EP0646'RECOVERED IN GOOD CONDITION.
 EP0646
 EP0646                          STATION RECOVERY (2005)
 EP0646
 EP0646'RECOVERY NOTE BY US POWER SQUADRON 2005 (RPJ)
 EP0646'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0454 ***********************************************************************
 FN0454  DESIGNATION -  CLABBER
 FN0454  PID         -  FN0454
 FN0454  STATE/COUNTY-  NM/SAN MIGUEL
 FN0454  USGS QUAD   -  CONCHAS DAM (1968)
 FN0454
 FN0454                         *CURRENT SURVEY CONTROL
 FN0454  ___________________________________________________________________
 FN0454* NAD 83(1992)-  35 26 07.98306(N)    104 10 18.13096(W)     ADJUSTED  
 FN0454* NAVD 88     -      1330.6    (meters)    4365.     (feet)  VERTCON   
 FN0454  ___________________________________________________________________
 FN0454  LAPLACE CORR-          -3.11  (seconds)                    DEFLEC99
 FN0454  GEOID HEIGHT-         -22.07  (meters)                     GEOID03
 FN0454
 FN0454  HORZ ORDER  -  THIRD
 FN0454
 FN0454.The horizontal coordinates were established by classical geodetic methods
 FN0454.and adjusted by the National Geodetic Survey in December 1993..
 FN0454
 FN0454.The NAVD 88 height was computed by applying the VERTCON shift value to
 FN0454.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FN0454
 FN0454.The Laplace correction was computed from DEFLEC99 derived deflections.
 FN0454
 FN0454.The geoid height was determined by GEOID03.
 FN0454
 FN0454;                    North         East     Units Scale Factor Converg.
 FN0454;SPC NM E     -   491,907.859   179,674.994   MT  0.99991174   +0 05 37.4
 FN0454;SPC NM E     - 1,613,867.70    589,483.71   sFT  0.99991174   +0 05 37.4
 FN0454;UTM  13      - 3,921,660.825   575,181.642   MT  0.99966965   +0 28 48.9
 FN0454
 FN0454!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FN0454!SPC NM E     -   0.99979465  x   0.99991174  =   0.99970641
 FN0454!UTM  13      -   0.99979465  x   0.99966965  =   0.99946437
 FN0454
 FN0454|---------------------------------------------------------------------|
 FN0454| PID    Reference Object                     Distance      Geod. Az  |
 FN0454|                                                           dddmmss.s |
 FN0454| CJ6904 CLABBER RM 2                          9.025 METERS 00715     |
 FN0454| CJ6903 CLABBER RM 1                          7.889 METERS 10537     |
 FN0454| CJ6902 CLABBER AZ MK                                      2372439.2 |
 FN0454|---------------------------------------------------------------------|
 FN0454
 FN0454                          SUPERSEDED SURVEY CONTROL
 FN0454
 FN0454  NAD 83(1986)-  35 26 07.99129(N)    104 10 18.12688(W) AD(       ) 3
 FN0454  NAD 27      -  35 26 07.82140(N)    104 10 16.21530(W) AD(       ) 3
 FN0454  NGVD 29 (07/19/86) 1330.0    (m)         4364.     (f) VERT ANG       
 FN0454
 FN0454.Superseded values are not recommended for survey control.
 FN0454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0454.See file dsdata.txt to determine how the superseded data were derived.
 FN0454
 FN0454_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEV7518221661(NAD 83)
 FN0454_MARKER: DS = TRIANGULATION STATION DISK
 FN0454_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FN0454
 FN0454  HISTORY     - Date     Condition        Report By
 FN0454  HISTORY     - 1960     MONUMENTED       CGS
 FN0454
 FN0454                          STATION DESCRIPTION
 FN0454
 FN0454'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (HWK)
 FN0454'THE STATION IS APPROXIMATELY 2-1/2 MILES NORTH-NORTHEAST
 FN0454'OF THE MAIN DAM OF THE CONCHAS RESERVOIR, ON A ROUND TOPPED
 FN0454'GRASS COVERED HILL AND ON PROPERTY OF THE CLABBERHILL RANCH.
 FN0454'
 FN0454'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 54
 FN0454'AND STATE HIGHWAYS 104 AND 18 IN TUCUMCARI, GO NORTHWEST ON
 FN0454'STATE HIGHWAY 104 FOR 30.9 MILES TO A SIDE ROAD ON THE RIGHT
 FN0454'AND A SIGN CONCHAS DAM.  TURN RIGHT, NORTH, ON PAVED ROAD
 FN0454'ACROSS DAM FOR 2.7 MILES TO THE CORP OF ENGINEERS HEADQUARTERS
 FN0454'ON THE LEFT.  CONTINUE NORTH ON PAVED ROAD FOR 1.2 MILES TO
 FN0454'A SIDE ROAD LEFT.  CONTINUE NORTH ON GRAVELED ROAD FOR 0.6
 FN0454'MILE TO A GATE, (ENTRANCE TO THE CLABBERHILL RANCH) AND
 FN0454'AZIMUTH MARK ON THE RIGHT.  PASS THROUGH THE GATE AND CONTINUE
 FN0454'NORTH ON THE GRAVELED ROAD FOR 0.7 MILE TO A SIDE ROAD RIGHT
 FN0454'AND A LOCKED GATE STRAIGHT AHEAD.  TURN RIGHT, EAST, FOR
 FN0454'0.55 MILE.  TURN RIGHT OFF THE GRAVELED ROAD AND GO SOUTHEAST
 FN0454'ACROSS THE PRAIRIE FOR 0.2 MILE TO THE STATION.
 FN0454'
 FN0454'STATION MARKS ARE STANDARD DISKS STAMPED CLABBER 1960.  THE
 FN0454'SURFACE DISK IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS
 FN0454'4 INCHES.  IT IS 30.5 FEET NORTH OF A METAL PIPE WITH A BOX
 FN0454'ON TOP AND 8.5 FEET EAST OF A METAL WITNESS POST.  THE UNDERGROUND
 FN0454'DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 26 INCHES BELOW
 FN0454'THE SURFACE OF THE GROUND.
 FN0454'
 FN0454'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED CLABBER NO 1 1960,
 FN0454'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.
 FN0454'IT IS 40 FEET NORTHEAST OF THE METAL PIPE WITH A BOX ON TOP
 FN0454'AND 34 FEET EAST OF THE METAL WITNESS POST.
 FN0454'
 FN0454'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED CLABBER NO 1 1960,
 FN0454'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.
 FN0454'IT IS 59 FEET NORTH OF THE METAL PIPE WITH A BOX ON TOP AND
 FN0454'31.5 FEET NORTH OF THE METAL WITNESS POST.
 FN0454'
 FN0454'AZIMUTH MARK, A STANDARD DISK STAMPED CLABBER 1960, IS CEMENTED
 FN0454'IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH PROJECTS 6 INCHES.
 FN0454'IT IS 94 FEET EAST OF THE CENTER OF A GRAVELED ROAD, 68 FEET
 FN0454'SOUTH OF A FENCE AND 3.5 FEET NORTHEAST OF A METAL WITNESS
 FN0454'POST.
 FN0454'
 FN0454'NOTE.  REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0934 ***********************************************************************
 FM0934  DESIGNATION -  CLAMPIT
 FM0934  PID         -  FM0934
 FM0934  STATE/COUNTY-  NM/QUAY
 FM0934  USGS QUAD   -  OBAR (1971)
 FM0934
 FM0934                         *CURRENT SURVEY CONTROL
 FM0934  ___________________________________________________________________
 FM0934* NAD 83(1992)-  35 33 32.12988(N)    103 14 53.75416(W)     ADJUSTED  
 FM0934* NAVD 88     -      1299.46   (+/-2cm)    4263.3    (feet)  VERTCON   
 FM0934  ___________________________________________________________________
 FM0934  LAPLACE CORR-          -3.76  (seconds)                    DEFLEC99
 FM0934  GEOID HEIGHT-         -22.96  (meters)                     GEOID03
 FM0934
 FM0934  HORZ ORDER  -  SECOND
 FM0934  VERT ORDER  -  THIRD ? (See Below)
 FM0934
 FM0934.The horizontal coordinates were established by classical geodetic methods
 FM0934.and adjusted by the National Geodetic Survey in December 1993..
 FM0934
 FM0934.The NAVD 88 height was computed by applying the VERTCON shift value to
 FM0934.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FM0934.The vertical order pertains to the NGVD 29 superseded value.
 FM0934
 FM0934.The Laplace correction was computed from DEFLEC99 derived deflections.
 FM0934
 FM0934.The geoid height was determined by GEOID03.
 FM0934
 FM0934;                    North         East     Units Scale Factor Converg.
 FM0934;SPC NM E     -   506,124.651   263,368.613   MT  1.00002830   +0 37 51.8
 FM0934;SPC NM E     - 1,660,510.63    864,068.52   sFT  1.00002830   +0 37 51.8
 FM0934;UTM  13      - 3,936,440.217   658,762.239   MT  0.99991061   +1 01 08.1
 FM0934
 FM0934!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FM0934!SPC NM E     -   0.99979968  x   1.00002830  =   0.99982798
 FM0934!UTM  13      -   0.99979968  x   0.99991061  =   0.99971031
 FM0934
 FM0934|---------------------------------------------------------------------|
 FM0934| PID    Reference Object                     Distance      Geod. Az  |
 FM0934|                                                           dddmmss.s |
 FM0934| CJ6906 CLAMPIT RM 1                        135.680 METERS 03347     |
 FM0934| CJ6905 CLAMPIT AZ MK                                      1184456.5 |
 FM0934| CJ6907 CLAMPIT RM 2                        127.500 METERS 28700     |
 FM0934|---------------------------------------------------------------------|
 FM0934
 FM0934                          SUPERSEDED SURVEY CONTROL
 FM0934
 FM0934  NAD 83(1986)-  35 33 32.14028(N)    103 14 53.75024(W) AD(       ) 2
 FM0934  NAD 27      -  35 33 31.98280(N)    103 14 51.91960(W) AD(       ) 2
 FM0934  NGVD 29 (07/19/86) 1298.87   (m)         4261.4    (f) LEVELING    3  
 FM0934
 FM0934.Superseded values are not recommended for survey control.
 FM0934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0934.See file dsdata.txt to determine how the superseded data were derived.
 FM0934
 FM0934_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFV5876236440(NAD 83)
 FM0934_MARKER: DS = TRIANGULATION STATION DISK
 FM0934_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0934
 FM0934  HISTORY     - Date     Condition        Report By
 FM0934  HISTORY     - 1935     MONUMENTED       CGS
 FM0934  HISTORY     - 1963     GOOD             CGS
 FM0934  HISTORY     - 1976     GOOD             NGS
 FM0934
 FM0934                          STATION DESCRIPTION
 FM0934
 FM0934'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 FM0934'THE STATION IS 9 MILES AIR LINE SOUTHWEST OF NARA VISA AND 3
 FM0934'MILES WEST-NORTHWEST OF OBAR, ON A HIGH, BROAD PASTURE RIDGE
 FM0934'WHICH IS THE HIGHEST IN THE VICINITY, AND 271 FEET WEST OF A
 FM0934'NORTH-SOUTH FENCE.  TO REACH THE STATION FROM OBAR, DRIVE
 FM0934'DUE WEST ACROSS THE RAILROAD TRACKS AND THENCE WEST ON THE
 FM0934'MAIN-TRAVLED ROAD FOR 2.2 MILES, TAKE THE RIGHT FORK ON A
 FM0934'STRAIGHT, NORTHWEST, TRACK ROAD AND GO 1.0 MILE TO A T-FENCE
 FM0934'INTERSECTION AND THE INTERSECTION OF SEVERAL ROADS, LEAVE
 FM0934'THE ROAD AND DRIVE DUE NORTH ACROSS COUNTRY 0.5 MILE TO A
 FM0934'LONE, SOUTHWEST, FENCE CORNER, GO NORTH ON THE WEST SIDE OF
 FM0934'THE NORTH-SOUTH FENCE 0.3 MILE TO THE TOP OF A HILL, THENCE
 FM0934'WEST 90 YARDS TO THE STATION.  THE SURFACE, UNDERGROUND,
 FM0934'REFERENCE, AND AZIMUTH MARKS ARE STANDARD DISKS SET IN
 FM0934'CONCRETE.  REFERENCE MARK
 FM0934'NO. 1 IS 196 FEET WEST OF A NORTH-SOUTH FENCE AND 135.68
 FM0934'FEET FROM THE STATION N 33 DEG 47 MIN E, AND NO. 2
 FM0934'IS 127.50 FEET FROM THE STATION N 73 DEG W.
 FM0934'THE AZIMUTH MARK IS SET IN AN EAST-WEST FENCE LINE, 0.3 MILE
 FM0934'EAST OF A LONE, SOUTHWEST, FENCE CORNER AND APPROXIMATELY
 FM0934'0.5 MILE FROM THE STATION N 28 DEG 45 MIN E.
 FM0934
 FM0934                          STATION RECOVERY (1963)
 FM0934
 FM0934'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CKP)
 FM0934'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 FM0934'FOUND IN GOOD CONDITIN.  THE AZIMUTH MARK WAS NOT SEARCHED FOR
 FM0934'BUT IS BELIEVED TO STILL BE THERE AS IS IN OPEN RANGE LAND.
 FM0934'A NEW TO REACH FOLLOWS.
 FM0934'
 FM0934'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY
 FM0934'18 AND U.S. HIGHWAY 54 IN NARA VISA, GO SOUTHWEST ON U.S.
 FM0934'HIGHWAY 54 FOR 6.9 MILES TO A REST STOP ON THE LEFT AND A DIRT
 FM0934'SIDE ROAD ON THE RIGHT.  TURN RIGHT ONTO THE DIRT AND CROSS
 FM0934'OVER THE RAILROAD TRACKS.  TAKE THE LEFT FORK AND GO WESTERLY
 FM0934'FOR 1.8 MILES TO A CATTLE GUARD.  CROSS OVER AND CONTINUE
 FM0934'WESTERLY ON THE DIRT ROAD FOR 1.0 MILE TO A CATTLE GUARD
 FM0934'AND A LEFT ANGLE BEND IN THE ROAD.  LEAVE THE ROAD AND
 FM0934'CONTINUE STRAIGHT AHEAD ALONG THE WEST SIDE OF THE FENCE FOR
 FM0934'0.7 MILE TO THE TOP OF THE LOW RIDGE.  TURN 90 DEGREES
 FM0934'LEFT AND GO 0.05 MILE TO THE STATION, WHICH IS IN OPEN
 FM0934'PASTURE LAND.
 FM0934'
 FM0934'THIS STATION WAS VISITED BY ASTRONOMIC PARTY C 621.
 FM0934
 FM0934                          STATION RECOVERY (1976)
 FM0934
 FM0934'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CWW)
 FM0934'STATION, RM-1, RM-2 RECOVERED IN GOOD CONDITION.  AZIMUTH MARK NOT
 FM0934'SEARCHED FOR.
 FM0934'
 FM0934'A NEW DESCRIPTION IS AS FOLLOWS--
 FM0934'
 FM0934'FROM NARA VISA GO SOUTHWEST ON U. S. 54, 6.9 MILES TO A HIGHWAY REST
 FM0934'AREA ON THE LEFT AND A TURNOUT ON THE RIGHT.  TURN RIGHT, CROSSING
 FM0934'THE RAILROAD TRACKS TO A Y.  TAKE THE RIGHT FORK GOING 0.25 MILES
 FM0934'TO A CATTLE GUARD AND A GATE WITH AN OVERHEAD SIGN JAMES HEREFORD
 FM0934'RANCH.  CONTINUE ON A WELL BLADED ROAD 1.65 MILES TO A T.  TURN
 FM0934'LEFT ON A BLADED ROAD GOING 0.25 MILES TO A CATTLE GUARD.  CONTINUE
 FM0934'1.5 MILES TO A CATTLE GUARD.  CROSS OVER THE CATTLE GUARD TURNING
 FM0934'LEFT ONTO A TRAIL ROAD.  FOLLOW THE TRAIL ROAD 0.2 MILES TO THE
 FM0934'STATION ON THE RIGHT.  STATION IS ABOUT 90 YARDS FROM THE FENCE.
 FM0934'A DRIVE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1477 ***********************************************************************
 GL1477  DESIGNATION -  CLAPHAM
 GL1477  PID         -  GL1477
 GL1477  STATE/COUNTY-  NM/UNION
 GL1477  USGS QUAD   -  CLAPHAM (1966)
 GL1477
 GL1477                         *CURRENT SURVEY CONTROL
 GL1477  ___________________________________________________________________
 GL1477* NAD 83(1992)-  36 07 43.04643(N)    103 21 40.49908(W)     ADJUSTED  
 GL1477* NAVD 88     -      1532.8    (meters)    5029.     (feet)  VERTCON   
 GL1477  ___________________________________________________________________
 GL1477  LAPLACE CORR-          -7.21  (seconds)                    DEFLEC99
 GL1477  GEOID HEIGHT-         -21.76  (meters)                     GEOID03
 GL1477
 GL1477  HORZ ORDER  -  FIRST
 GL1477
 GL1477.The horizontal coordinates were established by classical geodetic methods
 GL1477.and adjusted by the National Geodetic Survey in December 1993..
 GL1477
 GL1477.The NAVD 88 height was computed by applying the VERTCON shift value to
 GL1477.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GL1477
 GL1477.The Laplace correction was computed from DEFLEC99 derived deflections.
 GL1477
 GL1477.The geoid height was determined by GEOID03.
 GL1477
 GL1477;                    North         East     Units Scale Factor Converg.
 GL1477;SPC NM E     -   569,226.430   252,497.430   MT  1.00000339   +0 34 23.4
 GL1477;SPC NM E     - 1,867,537.05    828,401.98   sFT  1.00000339   +0 34 23.4
 GL1477;UTM  13      - 3,999,458.454   647,462.635   MT  0.99986794   +0 57 59.0
 GL1477
 GL1477!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GL1477!SPC NM E     -   0.99976290  x   1.00000339  =   0.99976629
 GL1477!UTM  13      -   0.99976290  x   0.99986794  =   0.99963087
 GL1477
 GL1477|---------------------------------------------------------------------|
 GL1477| PID    Reference Object                     Distance      Geod. Az  |
 GL1477|                                                           dddmmss.s |
 GL1477| CM8675 CLAPHAM RM 1                         42.405 METERS 02226     |
 GL1477| CM8676 CLAPHAM RM 2                         45.562 METERS 27957     |
 GL1477| CM8674 CLAPHAM AZ MK                                      3350318.2 |
 GL1477|---------------------------------------------------------------------|
 GL1477
 GL1477                          SUPERSEDED SURVEY CONTROL
 GL1477
 GL1477  NAD 83(1986)-  36 07 43.05496(N)    103 21 40.49620(W) AD(       ) 1
 GL1477  NAD 27      -  36 07 42.93500(N)    103 21 38.67890(W) AD(       ) 1
 GL1477  NGVD 29 (07/19/86) 1532.1    (m)         5027.     (f) VERT ANG       
 GL1477
 GL1477.Superseded values are not recommended for survey control.
 GL1477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1477.See file dsdata.txt to determine how the superseded data were derived.
 GL1477
 GL1477_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFV4746399458(NAD 83)
 GL1477_MARKER: DS = TRIANGULATION STATION DISK
 GL1477_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL1477
 GL1477  HISTORY     - Date     Condition        Report By
 GL1477  HISTORY     - 1935     MONUMENTED       CGS
 GL1477  HISTORY     - 1960     GOOD             CGS
 GL1477  HISTORY     - 1965     GOOD             USGS
 GL1477
 GL1477                          STATION DESCRIPTION
 GL1477
 GL1477'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 GL1477'LOCATED 26 MILES AIR LINE SOUTH-SOUTHWEST OF CLAYTON, 3 MILES
 GL1477'SOUTH OF CLAPHAM POST OFFICE AND 0.5 MILE SOUTH-SOUTHEAST
 GL1477'OF AN OLD, DESERTED, RED, STONE HOUSE, 0.4 MILE SOUTHEAST
 GL1477'FROM A LONE SOUTHWEST FENCE CORNER, AND 0.35 MILE DUE SOUTH OF
 GL1477'AN EAST-WEST FENCE RUNNING EAST FROM THE LONE, SOUTHWEST FENCE
 GL1477'CORNER, ON THE HIGHEST HILL IN THE IMMEDIATE VICINITY.  THERE
 GL1477'ARE SOME LARGE TREES IN A COULEE AT THE WESTERN FOOT OF THE
 GL1477'HILL.  TO REACH THE STATION FROM CLAPHAM POST OFFICE, DRIVE
 GL1477'WEST ON THE MAIN ROAD 0.1 MILE, TURN SOUTH AND FOLLOW MAIN
 GL1477'ROAD SOUTH FOR 0.3 MILE.  TAKE THE LEFT FORK (TRACK ROAD)
 GL1477'STRAIGT AHEAD (SOUTH) AND DRIVE 0.3 MILE ALONGSIDE FENCE, TAKE
 GL1477'THE RIGHT FORK (DUE SOUTH) AND GO 0.1 MILE, TAKE THE
 GL1477'RIGHT FORK STRAIGHT AHEAD ON THE MAIN TRACK ROAD AND DRIVE
 GL1477'1.0 MILE, PASS THROUGH A WIRE GATE, CONTINUE SOUTH ON
 GL1477'THE MAIN TRACK ROAD 0.5 MILE TO A FENCE T INTERSECTION
 GL1477'WITH THE STEM SOUTH, PASS THROUGH THE WESTERNMOST OF THE
 GL1477'WIRE GATES AND DRIVE SOUTH 0.2 MILE TO A POINT WEST OF
 GL1477'AN OLD, DESERTED, RED, STONE HOUSE (THE AZIMUTH MARK IS
 GL1477'LOCATED 0.05 MILE SOUTH OF THIS POINT) GO SOUTH 0.1 MILE
 GL1477'TO A LONE, SOUTHWEST FENCE CORNER, DRIVE SOUTHEAST 0.5
 GL1477'MILE TO THE TOP OF THE HILL AND STATION.  THE SURFACE,
 GL1477'UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 GL1477'DISKS SET IN CONCRETE.
 GL1477'REFERENCE MARK NO. 1 IS 139.03 FEET FROM STATION,
 GL1477'AND NO. 2 IS 149.40 FEET FROM STATION.
 GL1477'THE AZIMUTH MARK IS LOCATED 249 FEET
 GL1477'SOUTHWEST OF THE SOUTHWEST CORNER AND 264 FEET SOUTHWEST OF
 GL1477'THE SOUTHEAST CORNER OF THE OLD, DESERTED, RED, STONE HOUSE, 43
 GL1477'FEET EAST OF AN OLD NORTH-SOUTH FENCE LINE (WIRE DOWN), 185
 GL1477'FEET EAST OF THE CENTER LINE OF A DIM NORTH-SOUTH TRACK ROAD
 GL1477'AND 0.45 MILE FROM STATION.
 GL1477
 GL1477                          STATION RECOVERY (1960)
 GL1477
 GL1477'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HWK)
 GL1477'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2 AND
 GL1477'THE AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.
 GL1477'THE DIRECTIONS TO REFERENCE MARKS WERE VERIFIED.  A DIFFERENCE
 GL1477'OF 5.8 SECONDS LESS WAS FOUND IN DIRECTION TO THE AZIMUTH MARK.
 GL1477'THE DISTANCE TO REFERENCE MARK NO. 1 WAS FOUND TO BE, 10 FOOT
 GL1477'LONGER THAN PREVIOUSLY MEASURED.  THE DISTANCE TO REFERENCE MARK
 GL1477'NO. 2 WAS FOUND TO BE .08 FOOT LONGER THAN PREVIOUSLY MEASURED.
 GL1477'THE DISTANCE BETWEEN THE REFERENCE MARKS WAS FOUND TO BE .14
 GL1477'LONGER THAN PREVIOUSLY MEASURED.  FOLLOWING IS A NEW AND
 GL1477'COMPLETE DESCRIPTION.
 GL1477'
 GL1477'THE STATION IS APPROXIMATELY 26 MILES SOUTH OF CLAYTON AND 3 MILES
 GL1477'SOUTH OF CLAPHAM, IN THE NORTHWEST QUARTER OF SECTION 19, R. 34 E.,
 GL1477'T. 22 N., ON PROPERTY OWNED BY MR. J.E. PARK.
 GL1477'
 GL1477'TO REACH THE STATION FROM THE SCHOOL HOUSE IN CLAPHAM, GO SOUTH
 GL1477'ON THE GRADED ROAD, CROSSING A CREEK, 0.9 MILE TO A ROAD FORK.
 GL1477'TAKE LEFT FORK, TRACK ROAD, GO 0.15 MILE TO A POND ON THE RIGHT.
 GL1477'CONTINUE STRAIGHT AHEAD FOR 1.1 MILES TO A GATE AT A FENCE CORNER.
 GL1477'PASS THROUGH GATE AND CONTINUE ON THE TRACK ROAD 0.75 MILE TO A
 GL1477'TRACK ROAD ON THE LEFT.  TURN LEFT, ON THE TRACK ROAD, GO 0.55
 GL1477'MILE.  TURN LEFT, LEAVING THE TRACK ROAD, GO EASTERLY 0.35
 GL1477'MILE.  TURN RIGHT, SOUTHERLY, GO 0.25 MILE TO THE HIGHEST PART
 GL1477'OF THE HILL AND THE STATION.
 GL1477'
 GL1477'STATION MARK, A STANDARD DISK STAMPED CLAPHAM 1935, IS SET IN
 GL1477'A SQUARE CONCRETE POST WHICH PROJECTS 10 INCHES.  THE UNDERGROUND
 GL1477'DISK WAS NOT INSPECTED BY THIS PARTY.
 GL1477'
 GL1477'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED CLAPHAM NO 1 1935,
 GL1477'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 8 INCHES.
 GL1477'
 GL1477'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED CLAPHAM NO 2 1935,
 GL1477'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.
 GL1477'
 GL1477'AZIMUTH MARK, A STANDARD REFERENCE MARK DISK STAMPED CLAPHAM
 GL1477'1935 AZIMUTH, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4
 GL1477'INCHES.  IT IS 264 FEET SOUTHWEST OF THE SOUTHEAST CORNER OF THE
 GL1477'REMAINS OF AN OLD STONE BUILDING, 249 FEET SOUTHWEST OF THE
 GL1477'SOUTHWEST CORNER OF THE STONE BUILDING AND 185 FEET EAST OF THE
 GL1477'CENTER OF A TRACK ROAD.
 GL1477'
 GL1477'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHWEST ACROSS
 GL1477'PASTURE 0.45 MILE TO THE REMAINS OF THE OLD STONE BUILDING AND THE
 GL1477'AZIMUTH MARK AS DESCRIBED.
 GL1477'
 GL1477'NOTE--REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
 GL1477
 GL1477                          STATION RECOVERY (1965)
 GL1477
 GL1477'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965 (IJB)
 GL1477'TO REACH THE STATION FROM THE SCHOOL HOUSE IN CLAPHAM, GO SOUTH
 GL1477'0.3 MILE, ACROSS CREEK TO ROAD BEND, TURN LEFT AND GO SOUTH-EASTERLY
 GL1477'FOR 1.2 MILES TO GATE AND ROAD FORK, PASS THROUGH GATE AND TAKE
 GL1477'RIGHT FORK FOR 0.7 MILE TO GATE, PASS THROUGH GATE AND CONTINUE
 GL1477'SOUTHERLY 0.3 MILE TO GATE, PASS THROUGH GATE AND GO SOUTHERLY
 GL1477'ON EAST SIDE OF FENCE FOR 0.5 MILE THEN GO ACROSS COUNTRY
 GL1477'SOUTHWESTERLY FOR 0.3 MILE TO TOP AND STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1598 ***********************************************************************
 CX1598  DESIGNATION -  CLARA
 CX1598  PID         -  CX1598
 CX1598  STATE/COUNTY-  NM/OTERO
 CX1598  USGS QUAD   -  WHITE SANDS NE (1955)
 CX1598
 CX1598                         *CURRENT SURVEY CONTROL
 CX1598  ___________________________________________________________________
 CX1598* NAD 83(1992)-  32 25 39.95334(N)    106 19 04.52639(W)     ADJUSTED  
 CX1598* NAVD 88     -      1225.25   (+/-2cm)    4019.8    (feet)  VERTCON   
 CX1598  ___________________________________________________________________
 CX1598  LAPLACE CORR-           2.02  (seconds)                    DEFLEC99
 CX1598  GEOID HEIGHT-         -23.65  (meters)                     GEOID03
 CX1598
 CX1598  HORZ ORDER  -  FIRST
 CX1598  VERT ORDER  -  THIRD ? (See Below)
 CX1598
 CX1598.The horizontal coordinates were established by classical geodetic methods
 CX1598.and adjusted by the National Geodetic Survey in December 1993..
 CX1598
 CX1598.The NAVD 88 height was computed by applying the VERTCON shift value to
 CX1598.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CX1598.The vertical order pertains to the NGVD 29 superseded value.
 CX1598
 CX1598.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1598
 CX1598.The geoid height was determined by GEOID03.
 CX1598
 CX1598;                    North         East     Units Scale Factor Converg.
 CX1598;SPC NM C     -   158,299.391   493,612.264   MT  0.99990050   -0 02 11.1
 CX1598;SPC NM C     -   519,353.92  1,619,459.57   sFT  0.99990050   -0 02 11.1
 CX1598;UTM  13      - 3,588,616.059   376,091.770   MT  0.99978933   -0 42 24.5
 CX1598
 CX1598!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1598!SPC NM C     -   0.99981137  x   0.99990050  =   0.99971189
 CX1598!UTM  13      -   0.99981137  x   0.99978933  =   0.99960074
 CX1598
 CX1598:                Primary Azimuth Mark                     Grid Az
 CX1598:SPC NM C     -  KEN                                      074 52 27.3
 CX1598:UTM  13      -  KEN                                      075 32 40.7
 CX1598
 CX1598|---------------------------------------------------------------------|
 CX1598| PID    Reference Object                     Distance      Geod. Az  |
 CX1598|                                                           dddmmss.s |
 CX1598| CX1629 KEN                                 APPROX. 0.7 KM 0745016.2 |
 CX1598| CC7150 CLARA RM 1                           14.970 METERS 23220     |
 CX1598| CC7151 CLARA RM 2                           20.727 METERS 31245     |
 CX1598|---------------------------------------------------------------------|
 CX1598
 CX1598                          SUPERSEDED SURVEY CONTROL
 CX1598
 CX1598  NAD 83(1986)-  32 25 39.95971(N)    106 19 04.52533(W) AD(       ) 1
 CX1598  NAD 27      -  32 25 39.62453(N)    106 19 02.55833(W) AD(       ) 1
 CX1598  NGVD 29 (07/19/86) 1224.66   (m)         4017.9    (f) LEVELING    3  
 CX1598
 CX1598.Superseded values are not recommended for survey control.
 CX1598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1598.See file dsdata.txt to determine how the superseded data were derived.
 CX1598
 CX1598_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR7609288616(NAD 83)
 CX1598_MARKER: DS = TRIANGULATION STATION DISK
 CX1598_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX1598
 CX1598  HISTORY     - Date     Condition        Report By
 CX1598  HISTORY     - 1968     MONUMENTED       CGS
 CX1598
 CX1598                          STATION DESCRIPTION
 CX1598
 CX1598'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JCC)
 CX1598'THE STATION IS LOCATED ON A DIRT MOUND ABOUT 9.8 MILES EAST OF WHITE
 CX1598'SANDS MISSILE RANGE HEADQUARTERS AND 1.8 MILES NORTH OF WSMR ROUTE
 CX1598'2 (NIKE AVENUE).
 CX1598'
 CX1598'TO REACH THE STATION FROM WHITE SANDS MISSILE RANGE HEADQUARTERS,
 CX1598'GO 8.9 MILES EAST ON WSMR ROUTE 2 (NIKE AVENUE) TO A GRAVELED ROAD
 CX1598'ON THE LEFT.  TURN LEFT AND GO 2.05 MILES NORTH TO A ROAD ON THE
 CX1598'RIGHT.  TURN RIGHT AND GO 0.95 MILE EAST TO A ROAD ON THE RIGHT.
 CX1598'TURN RIGHT AND GO 0.20 MILE TO DIRT MOUND AND STATION.
 CX1598'
 CX1598'STATION MARK, A STANDARD TRIANGULATION DISK STAMPED CLARA 1964, IS
 CX1598'SET IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH
 CX1598'WITH THE GROUND.  IT IS LOCATED ON THE EAST EDGE OF THE DIRT MOUND
 CX1598'54.3 FEET NORTHEAST OF A SOUTH LIGHT POLE, 39.4 FEET SOUTHEAST OF
 CX1598'A NORTH LIGHT POLE, 65 FEET WEST OF A METAL WITNESS SIGN AND ABOUT
 CX1598'2 FEET ABOVE THE ROAD.
 CX1598'
 CX1598'R. M. NO. 1, A STANDARD REFERENCE DISK STAMPED CLARA NO 1 1964, IS
 CX1598'SET IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT THAT IS ABOUT
 CX1598'FLUSH WITH THE GROUND.  IT IS 83.4 FEET SOUTH SOUTHEAST OF A NORTH
 CX1598'LIGHT POLE, 20.7 FEET EAST OF A SOUTH LIGHT POLE, 18.6 FEET EAST
 CX1598'OF BUILDING NO. H4318 AND ABOUT THE SAME ELEVATION AS THE
 CX1598'STATION.
 CX1598'
 CX1598'R. M. NO. 2, A STANDARD REFERENCE DISK STAMPED CLARA NO 2 1964, IS
 CX1598'SET IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT THAT IS ABOUT
 CX1598'FLUSH WITH THE GROUND.  IT IS 59.9 FEET NORTH OF BUILDING NO.
 CX1598'H4318, 59.9 FEET WEST OF A NORTH LIGHT POLE, 35.2 FEET EAST OF
 CX1598'POLE WITH TRANSFORMERS AND ABOUT FLUSH WITH THE GROUND.
 CX1598'
 CX1598'HEIGHT OF LIGHT ABOVE STATION MARK 6.2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0447 ***********************************************************************
 GN0447  DESIGNATION -  CLARA PEAK LOOKOUT HOUSE
 GN0447  PID         -  GN0447
 GN0447  STATE/COUNTY-  NM/RIO ARRIBA
 GN0447  USGS QUAD   -  CHILI (1977)
 GN0447
 GN0447                         *CURRENT SURVEY CONTROL
 GN0447  ___________________________________________________________________
 GN0447* NAD 83(1992)-  36 02 08.47214(N)    106 14 25.39821(W)     ADJUSTED  
 GN0447* NAVD 88     -      2608.1    (meters)    8557.     (feet)  VERTCON   
 GN0447  ___________________________________________________________________
 GN0447  LAPLACE CORR-          -6.46  (seconds)                    DEFLEC99
 GN0447  GEOID HEIGHT-         -19.02  (meters)                     GEOID03
 GN0447
 GN0447  HORZ ORDER  -  SECOND
 GN0447
 GN0447.The horizontal coordinates were established by classical geodetic methods
 GN0447.and adjusted by the National Geodetic Survey in December 1993..
 GN0447
 GN0447.The NAVD 88 height was computed by applying the VERTCON shift value to
 GN0447.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GN0447
 GN0447.The Laplace correction was computed from DEFLEC99 derived deflections.
 GN0447
 GN0447.The geoid height was determined by GEOID03.
 GN0447
 GN0447;                    North         East     Units Scale Factor Converg.
 GN0447;SPC NM C     -   558,472.310   500,866.141   MT  0.99990001   +0 00 20.4
 GN0447;SPC NM C     - 1,832,254.57  1,643,258.33   sFT  0.99990001   +0 00 20.4
 GN0447;UTM  13      - 3,988,618.291   388,254.421   MT  0.99975386   -0 43 47.2
 GN0447
 GN0447!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GN0447!SPC NM C     -   0.99959381  x   0.99990001  =   0.99949386
 GN0447!UTM  13      -   0.99959381  x   0.99975386  =   0.99934777
 GN0447
 GN0447                          SUPERSEDED SURVEY CONTROL
 GN0447
 GN0447  NAD 83(1986)-  36 02 08.47544(N)    106 14 25.40209(W) AD(       ) 2
 GN0447  NAD 27      -  36 02 08.39600(N)    106 14 23.31000(W) AD(       ) 2
 GN0447  NGVD 29 (07/19/86) 2607.0    (m)         8553.     (f) VERT ANG       
 GN0447
 GN0447.Superseded values are not recommended for survey control.
 GN0447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0447.See file dsdata.txt to determine how the superseded data were derived.
 GN0447
 GN0447_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV8825488618(NAD 83)
 GN0447_MARKER: 73 = LOOKOUT HOUSE
 GN0447
 GN0447  HISTORY     - Date     Condition        Report By
 GN0447  HISTORY     - 1953     FIRST OBSERVED   USFS
 GN0447
 GN0447                          STATION DESCRIPTION
 GN0447
 GN0447'DESCRIBED BY US FOREST SERVICE 1953 (WRH)
 GN0447'THE STATION IS LOCATED ABOUT 9 MILES AIRLINE WEST NORTHWEST
 GN0447'OF ESPANOLA, ON THE HIGHEST PART OF A PROMINENT DARK PEAK.
 GN0447'
 GN0447'THE LOOKOUT HOUSE IS A STANDARD U.S. FOREST SERVICE LOOKOUT
 GN0447'HOUSE WHICH IS ABOUT 12 X 12 FEET SQUARE AND ABOUT 14 FEET
 GN0447'HIGH.  THE CENTER OF THE HOUSE WAS INTERSECTED.
 GN0447'
 GN0447'IT IS 3.48 METERS (11.42 FEET) NW FROM STATION CLARA 1945.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY1071 ***********************************************************************
 CY1071  DESIGNATION -  CLARK PK
 CY1071  PID         -  CY1071
 CY1071  STATE/COUNTY-  NM/GRANT
 CY1071  USGS QUAD   -  BRUSHY MOUNTAIN (1990)
 CY1071
 CY1071                         *CURRENT SURVEY CONTROL
 CY1071  ___________________________________________________________________
 CY1071* NAD 83(1992)-  32 46 18.57958(N)    108 40 44.23465(W)     ADJUSTED  
 CY1071* NAVD 88     -      1865.1    (meters)    6119.     (feet)  VERTCON   
 CY1071  ___________________________________________________________________
 CY1071  LAPLACE CORR-           2.73  (seconds)                    DEFLEC99
 CY1071  GEOID HEIGHT-         -24.75  (meters)                     GEOID03
 CY1071
 CY1071  HORZ ORDER  -  THIRD
 CY1071
 CY1071.The horizontal coordinates were established by classical geodetic methods
 CY1071.and adjusted by the National Geodetic Survey in December 1993..
 CY1071
 CY1071.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY1071.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY1071
 CY1071.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY1071
 CY1071.The geoid height was determined by GEOID03.
 CY1071
 CY1071;                    North         East     Units Scale Factor Converg.
 CY1071;SPC NM W     -   196,768.948   750,776.643   MT  0.99999403   -0 27 27.9
 CY1071;SPC NM W     -   645,566.12  2,463,173.04   sFT  0.99999403   -0 27 27.9
 CY1071;UTM  12      - 3,628,376.585   717,403.621   MT  1.00018283   +1 15 24.7
 CY1071
 CY1071!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY1071!SPC NM W     -   0.99971114  x   0.99999403  =   0.99970517
 CY1071!UTM  12      -   0.99971114  x   1.00018283  =   0.99989392
 CY1071
 CY1071:                Primary Azimuth Mark                     Grid Az
 CY1071:SPC NM W     -  WALLACE                                  322 28 08.0
 CY1071:UTM  12      -  WALLACE                                  320 45 15.4
 CY1071
 CY1071|---------------------------------------------------------------------|
 CY1071| PID    Reference Object                     Distance      Geod. Az  |
 CY1071|                                                           dddmmss.s |
 CY1071| CY1082 WALLACE                             APPROX.12.8 KM 3220040.1 |
 CY1071|---------------------------------------------------------------------|
 CY1071
 CY1071                          SUPERSEDED SURVEY CONTROL
 CY1071
 CY1071  NAD 83(1992)-  32 46 18.57919(N)    108 40 44.23379(W) AD(       ) 3
 CY1071  NAD 83(1986)-  32 46 18.57580(N)    108 40 44.23264(W) AD(       ) 3
 CY1071  NAD 27      -  32 46 18.31553(N)    108 40 42.03677(W) AD(       ) 3
 CY1071  NGVD 29 (07/19/86) 1864.3    (m)         6116.     (f) VERT ANG       
 CY1071
 CY1071.Superseded values are not recommended for survey control.
 CY1071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1071.See file dsdata.txt to determine how the superseded data were derived.
 CY1071
 CY1071_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYB1740428377(NAD 83)
 CY1071
 CY1071  HISTORY     - Date     Condition        Report By
 CY1071  HISTORY     - 1957     MONUMENTED       USGS
 CY1071  HISTORY     - 1959     GOOD             USGS
 CY1071
 CY1071                          STATION DESCRIPTION
 CY1071
 CY1071'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 CY1071'STATION IS LOCATED ABOUT 6.0 MI. N. AND 4.0 MI. E. OF RED ROCK,
 CY1071'NEW MEXICO, ON THE HIGHEST POINT OF CLARK PEAK.
 CY1071'
 CY1071'TO REACH FROM THE POST OFFICE IN RED ROCK, NEW MEXICO, GO NE. ON
 CY1071'DIRT RD. FOR 1.1 MI. TO FORKS, TAKE LEFT FORK AND GO 0.3 MI. TO
 CY1071'FORKS, TAKE RIGHT FORK AND GO 3.4 MI. TO FORKS, TAKE LEFT FORK
 CY1071'AND GO 1.7 MI. TO FORKS, TAKE RIGHT FORK AND GO 3.9 MI. TO STOCK
 CY1071'TANKS, CONTINUE N. ON RD. FOR 0.2 MI. TO END OF TRUCK TRAVEL, FROM
 CY1071'HERE PACK W. FOR 1 HOUR AND 15 MINUTES TO HIGHEST POINT OF PEAK AND
 CY1071'STATION.
 CY1071'
 CY1071'STATION MARK--STANDARD TABLET, STAMPED ---CLARK PEAK 1957---, AND
 CY1071'SET IN BEDROCK.
 CY1071'
 CY1071'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0563 ***********************************************************************
 FP0563  DESIGNATION -  CLARKE AIRPORT BEACON
 FP0563  PID         -  FP0563
 FP0563  STATE/COUNTY-  NM/MCKINLEY
 FP0563  USGS QUAD   -  GALLUP WEST (1979)
 FP0563
 FP0563                         *CURRENT SURVEY CONTROL
 FP0563  ___________________________________________________________________
 FP0563* NAD 83(1992)-  35 30 56.13506(N)    108 46 50.36402(W)     ADJUSTED  
 FP0563* NAVD 88     -                                                        
 FP0563  ___________________________________________________________________
 FP0563  LAPLACE CORR-           2.55  (seconds)                    DEFLEC99
 FP0563  GEOID HEIGHT-         -21.27  (meters)                     GEOID03
 FP0563
 FP0563  HORZ ORDER  -  THIRD
 FP0563
 FP0563.This mark is at Gallup Airport (GUP)
 FP0563
 FP0563.The horizontal coordinates were established by classical geodetic methods
 FP0563.and adjusted by the National Geodetic Survey in December 1993..
 FP0563
 FP0563
 FP0563.The Laplace correction was computed from DEFLEC99 derived deflections.
 FP0563
 FP0563.The geoid height was determined by GEOID03.
 FP0563
 FP0563;                    North         East     Units Scale Factor Converg.
 FP0563;SPC NM W     -   501,192.161   744,072.421   MT  1.00000763   -0 33 01.3
 FP0563;SPC NM W     - 1,644,327.95  2,441,177.60   sFT  1.00000763   -0 33 01.3
 FP0563;UTM  12      - 3,932,487.820   701,256.719   MT  1.00009917   +1 17 22.9
 FP0563
 FP0563                          SUPERSEDED SURVEY CONTROL
 FP0563
 FP0563  NAD 83(1992)-  35 30 56.13545(N)    108 46 50.36470(W) AD(       ) 4
 FP0563  NAD 83(1986)-  35 30 56.13507(N)    108 46 50.36688(W) AD(       ) 4
 FP0563  NAD 27      -  35 30 56.04565(N)    108 46 48.07102(W) AD(       ) 3
 FP0563
 FP0563.Superseded values are not recommended for survey control.
 FP0563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0563.See file dsdata.txt to determine how the superseded data were derived.
 FP0563
 FP0563_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYE0125732488(NAD 83)
 FP0563_MARKER: 21 = AIRPORT BEACON
 FP0563_SETTING: 0 = UNSPECIFIED SETTING
 FP0563
 FP0563  HISTORY     - Date     Condition        Report By
 FP0563  HISTORY     - 1967     FIRST OBSERVED   CGS
 FP0563  HISTORY     - 19950315 GOOD             CGS
 FP0563
 FP0563                          STATION DESCRIPTION
 FP0563
 FP0563'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (EP)
 FP0563'THIS INTERSECTION STATION IS LOCATED IN THE NORTHEASTERN SECTION OF
 FP0563'SENATOR CLARKE FIELD.  IT IS ABOUT 175 FEET NORTHWEST OF THE
 FP0563'TERMINAL BUILDING.  150 FEET SOUTH OF THE CENTERLINE OF
 FP0563'U.S. HIGHWAY 66.  135 FEET WEST OF THE CENTERLINE OF THE ENTRANCE
 FP0563'ROAD TO THE TERMINAL BUILDING. 108 FEET EAST OF THE EAST SIDE OF
 FP0563'A RESTAURANT.  A DOUBLE 36 INCH ROTATING BEACON SHOWING CLEAR AND
 FP0563'GREEN MOUNTED ON A 60 FOOT, 4 LEGGED STEEL TOWER AND PAINTED
 FP0563'RED AND WHITE IN ALTERNATING SECTIONS.  THE POINT INTERSECTED
 FP0563'WAS THE SPINDLE.
 FP0563
 FP0563                          STATION RECOVERY (1995)
 FP0563
 FP0563'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1995 (DLA)
 FP0563'THIS INTERSECTION STATION IS LOCATED IN THE NORTHEASTERN SECTION OF
 FP0563'GALLUP MUNI AIRPORT.  IT IS ABOUT 175 FT (53.3 M) NORTHWEST OF THE
 FP0563'TERMINAL BUILDING, 150 FT (45.7 M) SOUTH OF THE CENTERLINE OF US
 FP0563'HIGHWAY 66, 135 FT (41.1 M) WEST OF THE CENTERLINE OF THE ENTRANCE
 FP0563'ROAD TO THE TERMINAL BUILDING, 108 FT (32.9 M) EAST OF THE EAST SIDE
 FP0563'OF A RESTAURANT.  A DOUBLE 36 INCH ROTATING BEACON SHOWING CLEAR AND
 FP0563'GREEN MOUNTED ON A 60 FOOT, (18.3 M) 4 LEGGED STEEL TOWER AND PAINTED
 FP0563'RED AND WHITE IN ALTERNATING SECTIONS.  THE POINT INTERSECTED WAS THE
 FP0563'SPINDLE.  NOTE, PUBLISHED IN ADJUSTMENT DATA G-13364.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0163 ***********************************************************************
 FP0163  DESIGNATION -  CLARKE AP STA A
 FP0163  PID         -  FP0163
 FP0163  STATE/COUNTY-  NM/MCKINLEY
 FP0163  USGS QUAD   -  GALLUP WEST (1979)
 FP0163
 FP0163                         *CURRENT SURVEY CONTROL
 FP0163  ___________________________________________________________________
 FP0163* NAD 83(1992)-  35 30 48.65250(N)    108 46 38.61071(W)     ADJUSTED  
 FP0163* NAVD 88     -      1971.873  (meters)    6469.39   (feet)  ADJUSTED  
 FP0163  ___________________________________________________________________
 FP0163  LAPLACE CORR-           2.65  (seconds)                    DEFLEC99
 FP0163  GEOID HEIGHT-         -21.27  (meters)                     GEOID03
 FP0163  DYNAMIC HT  -        1969.089 (meters)    6460.25  (feet)  COMP
 FP0163  MODELED GRAV-     979,152.0   (mgal)                       NAVD 88
 FP0163
 FP0163  HORZ ORDER  -  THIRD
 FP0163  VERT ORDER  -  SECOND    CLASS 0
 FP0163
 FP0163.This mark is at Gallup Airport (GUP)
 FP0163
 FP0163.The horizontal coordinates were established by classical geodetic methods
 FP0163.and adjusted by the National Geodetic Survey in December 1993..
 FP0163
 FP0163.The orthometric height was determined by differential leveling
 FP0163.and adjusted by the National Geodetic Survey in June 1991..
 FP0163
 FP0163.The Laplace correction was computed from DEFLEC99 derived deflections.
 FP0163
 FP0163.The geoid height was determined by GEOID03.
 FP0163
 FP0163.The dynamic height is computed by dividing the NAVD 88
 FP0163.geopotential number by the normal gravity value computed on the
 FP0163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0163.degrees latitude (g = 980.6199 gals.).
 FP0163
 FP0163.The modeled gravity was interpolated from observed gravity values.
 FP0163
 FP0163;                    North         East     Units Scale Factor Converg.
 FP0163;SPC NM W     -   500,958.722   744,366.359   MT  1.00000700   -0 32 54.4
 FP0163;SPC NM W     - 1,643,562.07  2,442,141.96   sFT  1.00000700   -0 32 54.4
 FP0163;UTM  12      - 3,932,263.919   701,558.029   MT  1.00010066   +1 17 29.5
 FP0163
 FP0163!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FP0163!SPC NM W     -   0.99969393  x   1.00000700  =   0.99970093
 FP0163!UTM  12      -   0.99969393  x   1.00010066  =   0.99979456
 FP0163
 FP0163:                Primary Azimuth Mark                     Grid Az
 FP0163:SPC NM W     -  CLARKE APR                               253 51 25.5
 FP0163:UTM  12      -  CLARKE APR                               252 01 01.6
 FP0163
 FP0163|---------------------------------------------------------------------|
 FP0163| PID    Reference Object                     Distance      Geod. Az  |
 FP0163|                                                           dddmmss.s |
 FP0163| FP0164 CLARKE APR                          APPROX. 1.0 KM 2531831.1 |
 FP0163|---------------------------------------------------------------------|
 FP0163
 FP0163                          SUPERSEDED SURVEY CONTROL
 FP0163
 FP0163  NAD 83(1992)-  35 30 48.65285(N)    108 46 38.61148(W) AD(       ) 3
 FP0163  NAD 83(1986)-  35 30 48.65332(N)    108 46 38.61240(W) AD(       ) 3
 FP0163  NAD 27      -  35 30 48.56319(N)    108 46 36.31671(W) AD(       ) 3
 FP0163  NGVD 29 (??/??/92) 1970.925  (m)         6466.28   (f) ADJ UNCH    2 0
 FP0163
 FP0163.Superseded values are not recommended for survey control.
 FP0163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0163.See file dsdata.txt to determine how the superseded data were derived.
 FP0163
 FP0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYE0155832264(NAD 83)
 FP0163_MARKER: DB = BENCH MARK DISK
 FP0163_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FP0163_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FP0163_STAMPING: AP 1967 STA A
 FP0163_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FP0163+STABILITY: SURFACE MOTION
 FP0163
 FP0163  HISTORY     - Date     Condition        Report By
 FP0163  HISTORY     - 1967     MONUMENTED       CGS
 FP0163  HISTORY     - 1967     GOOD             CGS
 FP0163  HISTORY     - 19960519 MARK NOT FOUND   CHANCE
 FP0163
 FP0163                          STATION DESCRIPTION
 FP0163
 FP0163'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (EP)
 FP0163'THIS STATION IS LOCATED IN THE EASTERN SECTION OF SENATOR CLARKE
 FP0163'FIELD NEAR RUNWAY END 24.  IT IS 172.1 FEET EAST OF THE 1ST
 FP0163'RUNWAY LIGHT ON THE SOUTH SIDE OF THE RUNWAY, LIGHT 74, 75.0 FEET
 FP0163'SOUTH OF THE SOUTH EDGE OF THE RUNWAY.  35.4 FEET SOUTHWEST OF THE
 FP0163'SOUTHERLY THRESHOLD LIGHT, 75.  A STANDARD TOPOGRAPHIC DISK SET
 FP0163'IN THE TOP OF A 15 INCH CONCRETE POST PROJECTING 1 INCH AND
 FP0163'STAMPED AP 1967 STA. A.
 FP0163
 FP0163                          STATION RECOVERY (1967)
 FP0163
 FP0163'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 FP0163'2.05 MI W FROM GALLUP.
 FP0163'ABOUT 2.05 MILES WEST ALONG US 66, AT SENATOR CLARKE FIELD, FROM THE
 FP0163'INTERSECTION OF THIRD STREET AND 66 AVENUE IN GALLUP.  IT IS LOCATED
 FP0163'IN THE EASTERN SECTION OF SENATOR CLARKE FIELD, NEAR RUNWAY END 24. IT
 FP0163'IS 172.1 FEET EAST OF THE 1ST RUNWAY LIGHT ON THE SOUTH SIDE OF THE
 FP0163'RUNWAY FROM THE EAST END, LIGHT NO. 74.  75.0 FEET SOUTH OF THE SOUTH
 FP0163'EDGE OF THE RUNWAY.  35.4 FEET SOUTHWEST OF THE SOUTHERLY THRESHOLD
 FP0163'LIGHT, NO. 75.  A STANDARD TOPOGRAPHIC DISK SET IN THE TOP OF A 15
 FP0163'INCH CONCRETE POST PROJECTING 1 INCH AND STAMPED AP 1967 STA. A.
 FP0163
 FP0163                          STATION RECOVERY (1996)
 FP0163
 FP0163'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (KAL)
 FP0163'RECOVERY NOTE BY CHANCE 1996 MARK NOT FOUND - SEARCHED 0.5
 FP0163'PERSON-HOUR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0164 ***********************************************************************
 FP0164  DESIGNATION -  CLARKE APR
 FP0164  PID         -  FP0164
 FP0164  STATE/COUNTY-  NM/MCKINLEY
 FP0164  USGS QUAD   -  GALLUP WEST (1979)
 FP0164
 FP0164                         *CURRENT SURVEY CONTROL
 FP0164  ___________________________________________________________________
 FP0164* NAD 83(1992)-  35 30 39.79311(N)    108 47 14.74045(W)     ADJUSTED  
 FP0164* NAVD 88     -      1970.044  (meters)    6463.39   (feet)  ADJUSTED  
 FP0164  ___________________________________________________________________
 FP0164  X           -  -1,674,471.234 (meters)                     COMP
 FP0164  Y           -  -4,922,267.026 (meters)                     COMP
 FP0164  Z           -   3,685,298.275 (meters)                     COMP
 FP0164  LAPLACE CORR-           2.49  (seconds)                    DEFLEC99
 FP0164  ELLIP HEIGHT-        1948.72  (meters)          (12/05/01) GPS OBS
 FP0164  GEOID HEIGHT-         -21.29  (meters)                     GEOID03
 FP0164  DYNAMIC HT  -        1967.267 (meters)    6454.28  (feet)  COMP
 FP0164  MODELED GRAV-     979,153.9   (mgal)                       NAVD 88
 FP0164
 FP0164  HORZ ORDER  -  THIRD
 FP0164  VERT ORDER  -  SECOND    CLASS 0
 FP0164  ELLP ORDER  -  FOURTH    CLASS II
 FP0164
 FP0164.This mark is at Gallup Airport (GUP)
 FP0164
 FP0164.The horizontal coordinates were established by GPS observations
 FP0164.and adjusted by the National Geodetic Survey in September 1997..
 FP0164
 FP0164.The orthometric height was determined by differential leveling
 FP0164.and adjusted by the National Geodetic Survey in June 1991..
 FP0164
 FP0164.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FP0164
 FP0164.The Laplace correction was computed from DEFLEC99 derived deflections.
 FP0164
 FP0164.The ellipsoidal height was determined by GPS observations
 FP0164.and is referenced to NAD 83.
 FP0164
 FP0164.The geoid height was determined by GEOID03.
 FP0164
 FP0164.The dynamic height is computed by dividing the NAVD 88
 FP0164.geopotential number by the normal gravity value computed on the
 FP0164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0164.degrees latitude (g = 980.6199 gals.).
 FP0164
 FP0164.The modeled gravity was interpolated from observed gravity values.
 FP0164
 FP0164;                    North         East     Units Scale Factor Converg.
 FP0164;SPC NM W     -   500,694.452   743,453.341   MT  1.00000894   -0 33 15.2
 FP0164;SPC NM W     - 1,642,695.05  2,439,146.50   sFT  1.00000894   -0 33 15.2
 FP0164;UTM  12      - 3,931,970.444   700,653.885   MT  1.00009618   +1 17 08.2
 FP0164
 FP0164!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FP0164!SPC NM W     -   0.99969423  x   1.00000894  =   0.99970316
 FP0164!UTM  12      -   0.99969423  x   1.00009618  =   0.99979038
 FP0164
 FP0164:                Primary Azimuth Mark                     Grid Az
 FP0164:SPC NM W     -  CLARKE AP STA A                          073 51 25.3
 FP0164:UTM  12      -  CLARKE AP STA A                          072 01 01.9
 FP0164
 FP0164|---------------------------------------------------------------------|
 FP0164| PID    Reference Object                     Distance      Geod. Az  |
 FP0164|                                                           dddmmss.s |
 FP0164| FP0163 CLARKE AP STA A                     APPROX. 1.0 KM 0731810.1 |
 FP0164|---------------------------------------------------------------------|
 FP0164
 FP0164                          SUPERSEDED SURVEY CONTROL
 FP0164
 FP0164  ELLIP H (09/16/97) 1948.82   (m)                       GP(       ) 4 2
 FP0164  NAD 83(1992)-  35 30 39.79618(N)    108 47 14.72167(W) AD(       ) 3
 FP0164  NAD 83(1992)-  35 30 39.79653(N)    108 47 14.72243(W) AD(       ) 3
 FP0164  NAD 83(1986)-  35 30 39.79711(N)    108 47 14.72283(W) AD(       ) 3
 FP0164  NAD 27      -  35 30 39.70683(N)    108 47 12.42669(W) AD(       ) 3
 FP0164  NGVD 29 (??/??/92) 1969.100  (m)         6460.29   (f) ADJ UNCH    2 0
 FP0164
 FP0164.Superseded values are not recommended for survey control.
 FP0164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0164.See file dsdata.txt to determine how the superseded data were derived.
 FP0164
 FP0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYE0065431970(NAD 83)
 FP0164_MARKER: DT = TOPOGRAPHIC STATION DISK
 FP0164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FP0164_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FP0164_STAMPING: ARP 1967
 FP0164_MARK LOGO: CGS   
 FP0164_MAGNETIC: N = NO MAGNETIC MATERIAL
 FP0164_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FP0164+STABILITY: SURFACE MOTION
 FP0164_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FP0164+SATELLITE: SATELLITE OBSERVATIONS - May 22, 1997
 FP0164
 FP0164  HISTORY     - Date     Condition        Report By
 FP0164  HISTORY     - 1967     MONUMENTED       CGS
 FP0164  HISTORY     - 1967     GOOD             CGS
 FP0164  HISTORY     - 1981     GOOD             USGS
 FP0164  HISTORY     - 19810615 GOOD             CGS
 FP0164  HISTORY     - 19960520 POOR             CHANCE
 FP0164  HISTORY     - 19970522 GOOD             NGS
 FP0164
 FP0164                          STATION DESCRIPTION
 FP0164
 FP0164'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (EP)
 FP0164'THIS STATION IS LOCATED IN THE MIDSECTION OF SENATOR CLARKE FIELD,
 FP0164'MIDWAY BETWEEN THE TWO TAXIWAYS.  IT IS 176.3 FEET SOUTHWEST OF THE
 FP0164'4TH RUNWAY LIGHT WEST OF THE INTERSECTION OF THE TAXIWAY WITH THE
 FP0164'RUNWAY, LIGHT 59.  107.0 FEET SOUTH OF THE SOUTH EDGE OF THE
 FP0164'RUNWAY.  103.2 FEET EAST OF THE 5TH RUNWAY LIGHT EAST OF THE
 FP0164'INTERSECTION OF THE TAXIWAY WITH THE RUNWAY, LIGHT 58.  A
 FP0164'STANDARD TOPOGRAPHIC DISK SET IN THE TOP OF A 15 INCH CONCRETE
 FP0164'POST PROJECTING 1 INCH AND STAMPED ARP 1967.
 FP0164
 FP0164                          STATION RECOVERY (1967)
 FP0164
 FP0164'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 FP0164'2.65 MI W FROM GALLUP.
 FP0164'ABOUT 2.65 MILES WEST ALONG US 66, AT SENATOR CLARKE FIELD, FROM THE
 FP0164'INTERSECTION OF THIRD STREET AND 66 AVENUE IN GALLUP.  IT IS
 FP0164'APPROXIMATELY MIDWAY BETWEEN THE TWO TAXIWAYS NEAR THE CENTER OF THE
 FP0164'AIRPORT AND ON THE SOUTH SIDE OF THE RUNWAY.  IT IS 176.3 FEET
 FP0164'SOUTHWEST OF THE 4TH RUNWAY LIGHT WEST OF THE INTERSECTION OF THE
 FP0164'TAXIWAY WITH THE RUNWAY, LIGHT NO. 59.  107.0 FEET SOUTH OF THE SOUTH
 FP0164'EDGE OF THE RUNWAY.  103.2 FEET EAST OF THE 5TH RUNWAY LIGHT EAST OF
 FP0164'THE INTERSECTION OF THE TAXIWAY WITH THE RUNWAY, LIGHT NO. 58.  A
 FP0164'STANDARD TOPOGRAPHIC DISK SET IN THE TOP OF A 15 INCH CONCRETE POST
 FP0164'PROJECTING 1 INCH AND STAMPED ARP 1967.
 FP0164
 FP0164                          STATION RECOVERY (1981)
 FP0164
 FP0164'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 FP0164'RECOVERED IN GOOD CONDITION.
 FP0164
 FP0164                          STATION RECOVERY (1981)
 FP0164
 FP0164'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1981
 FP0164'THIS STATION IS LOCATED IN THE MIDSECTION OF GALLUP MUNI AIRPORT,
 FP0164'MIDWAY BETWEEN THE TWO TAXIWAYS.  IT IS 176.3 FT (53.7 M) SOUTHWEST OF
 FP0164'THE FOURTH RUNWAY LIGHT WEST OF THE INTERSECTION OF THE TAXIWAY WITH
 FP0164'THE RUNWAY, LIGHT 59, 107.0 FT (32.6 M) SOUTH OF THE SOUTH EDGE OF THE
 FP0164'RUNWAY, 103.2 FT (31.5 M) EAST OF THE FIFTH RUNWAY LIGHT EAST OF THE
 FP0164'INTERSECTION OF THE TAXIWAY WITH THE RUNWAY, LIGHT 58.  A STANDARD
 FP0164'TOPOGRAPHIC DISK SET IN THE TOP OF AN 15-INCH CONCRETE POST PROJECTING
 FP0164'ONE INCH AND STAMPED, ARP 1967.  NOTE, PUBLISHED IN NGS ADJUSTMENT
 FP0164'DATA G13364 1967 DESCRIPTION RE-TYPED 1981.
 FP0164
 FP0164                          STATION RECOVERY (1996)
 FP0164
 FP0164'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (KAL)
 FP0164'RECOVERY NOTE BY CHANCE 1996 RECOVERED IN FAIR CONDITION.  STATION
 FP0164'APPEARS TO HAVE BEEN DAMAGED. A NEW AND COMPLETE DESCRIPTION FOLLOWS
 FP0164'THE STATION IS LOCATED APPROXIMATELY 3.2 KM (2.00 MI) WEST OF GALLUP
 FP0164'AT THE GALLUP MUNICIPAL AIRPORT.  OWNERSHIP -- CITY OF GALLUP, MARK
 FP0164'RIPLEY - AIRPORT MANAGER, PHONE (505) 722-4896 TO REACH THE STATION
 FP0164'FROM THE JUNCTION OF INTERSTATE HIGHWAY 40 AND STATE HIGHWAY 32 (EXIT
 FP0164'20 ON INTERSTATE HIGHWAY 40) , PROCEED SOUTH ON STATE HIGHWAY 32
 FP0164'(MUNOZ DRIVE) FOR 1.0 KM (0.60 MI) TO THE JUNCTION WITH AZTEC ROAD.
 FP0164'TURN RIGHT AND GO WESTERLY ON AZTEC ROAD FOR 0.16 KM (0.10 MI) TO THE
 FP0164'JUNCTION WITH ARNOLD STREET.  TURN RIGHT AND GO NORTH ON ARNOLD STREET
 FP0164'FOR 0.24 KM (0.15 MI) TO A T-JUNCTION WITH BUSINESS LOOP I-40.  TURN
 FP0164'LEFT AND GO WEST ON BUSINESS LOOP I-40 (US HIGHWAY 66) FOR 2.3 KM
 FP0164'(1.40 MI) TO THE AIRPORT ENTRANCE ON THE LEFT.  TURN LEFT AND GO SOUTH
 FP0164'TO THE TERMINAL BUILDING AND ACCESS GATE NORTHEAST OF THE FIRE
 FP0164'STATION.  PASS THROUGH THE GATE AND PROCEED EAST ACROSS APRON FOR 0.25
 FP0164'KM (0.15 MI) TO THE EDGE OF THE APRON AND A DIRT ROAD.  CONTINUE
 FP0164'SOUTHEASTERLY THEN SOUTHWESTERLY ON DIRT ROAD TO THE STATION ON THE
 FP0164'SOUTH SIDE OF THE RUNWAY AND MIDWAY BETWEEN THE TWO TAXIWAYS THE
 FP0164'STATION IS A STANDARD TOPOGRAPHIC DISK SET INTO THE TOP OF A 40 CM
 FP0164'CONCRETE POST PROJECTING 2.5 CM ABOVE THE GROUND.  THE STATION IS
 FP0164'LOCATED 53.7 M (176.2 FT) SOUTHWEST OF THE 4TH RUNWAY LIGHT (NO 59)
 FP0164'WEST OF THE INTERSECTION OF THE TAXIWAY WITH THE RUNWAY, 32.6 M (107.0
 FP0164'FT) SOUTH OF THE SOUTH EDGE OF THE RUNWAY, AND 31.5 M (103.3 FT) EAST
 FP0164'OF THE 5TH RUNWAY LIGHT (NO 58) EAST OF THE INTERSECTION OF THE
 FP0164'TAXIWAY WITH THE RUNWAY
 FP0164
 FP0164                          STATION RECOVERY (1997)
 FP0164
 FP0164'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 FP0164'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1496 ***********************************************************************
 GL1496  DESIGNATION -  CLAVELS
 GL1496  PID         -  GL1496
 GL1496  STATE/COUNTY-  NM/HARDING
 GL1496  USGS QUAD   -  YATES SE (1973)
 GL1496
 GL1496                         *CURRENT SURVEY CONTROL
 GL1496  ___________________________________________________________________
 GL1496* NAD 83(1992)-  36 00 10.11231(N)    103 49 27.93066(W)     ADJUSTED  
 GL1496* NAVD 88     -      1657.62   (+/-2cm)    5438.4    (feet)  VERTCON   
 GL1496  ___________________________________________________________________
 GL1496  LAPLACE CORR-          -5.36  (seconds)                    DEFLEC99
 GL1496  GEOID HEIGHT-         -20.30  (meters)                     GEOID03
 GL1496
 GL1496  HORZ ORDER  -  FIRST
 GL1496  VERT ORDER  -  THIRD ? (See Below)
 GL1496
 GL1496.The horizontal coordinates were established by classical geodetic methods
 GL1496.and adjusted by the National Geodetic Survey in December 1993..
 GL1496
 GL1496.The NAVD 88 height was computed by applying the VERTCON shift value to
 GL1496.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GL1496.The vertical order pertains to the NGVD 29 superseded value.
 GL1496
 GL1496.The Laplace correction was computed from DEFLEC99 derived deflections.
 GL1496
 GL1496.The geoid height was determined by GEOID03.
 GL1496
 GL1496;                    North         East     Units Scale Factor Converg.
 GL1496;SPC NM E     -   554,949.358   210,879.425   MT  0.99993502   +0 17 57.0
 GL1496;SPC NM E     - 1,820,696.35    691,860.25   sFT  0.99993502   +0 17 57.0
 GL1496;UTM  13      - 3,984,898.984   605,950.323   MT  0.99973832   +0 41 27.9
 GL1496
 GL1496!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GL1496!SPC NM E     -   0.99974309  x   0.99993502  =   0.99967813
 GL1496!UTM  13      -   0.99974309  x   0.99973832  =   0.99948148
 GL1496
 GL1496:                Primary Azimuth Mark                     Grid Az
 GL1496:SPC NM E     -  CLAVELS AZ MK                            000 57 18.9
 GL1496:UTM  13      -  CLAVELS AZ MK                            000 33 48.0
 GL1496
 GL1496|---------------------------------------------------------------------|
 GL1496| PID    Reference Object                     Distance      Geod. Az  |
 GL1496|                                                           dddmmss.s |
 GL1496| CM8688 CLAVELS AZ MK                                      0011515.9 |
 GL1496| CM8689 CLAVELS RM 1                         11.658 METERS 10236     |
 GL1496| GL1052 H 278                               207.572 METERS 10704     |
 GL1496| CM7808 CLAVELS RM 2                         17.005 METERS 23047     |
 GL1496|---------------------------------------------------------------------|
 GL1496
 GL1496                          SUPERSEDED SURVEY CONTROL
 GL1496
 GL1496  NAD 83(1986)-  36 00 10.12102(N)    103 49 27.92784(W) AD(       ) 1
 GL1496  NAD 27      -  36 00 09.99600(N)    103 49 26.05080(W) AD(       ) 1
 GL1496  NGVD 29 (07/19/86) 1656.90   (m)         5436.0    (f) LEVELING    3  
 GL1496
 GL1496.Superseded values are not recommended for survey control.
 GL1496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1496.See file dsdata.txt to determine how the superseded data were derived.
 GL1496
 GL1496_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFV0595084899(NAD 83)
 GL1496_MARKER: DS = TRIANGULATION STATION DISK
 GL1496_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL1496
 GL1496  HISTORY     - Date     Condition        Report By
 GL1496  HISTORY     - 1960     MONUMENTED       CGS
 GL1496
 GL1496                          STATION DESCRIPTION
 GL1496
 GL1496'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (HWK)
 GL1496'THE STATION IS APPROXIMATELY 20-1/4 MILES EAST AND 4 MILES
 GL1496'NORTH OF ROY, 6-1/2 MILES EAST AND 15-3/4 MILES NORTH OF
 GL1496'MESQUERO AND 1/4 MILE EAST OF A WINDMILL AND TWO LARGE
 GL1496'STOCK TANKS.  IT IS IN THE SOUTHEAST QUARTER OF SECTION 34,
 GL1496'T 21 N, R 29 E, AND ON PASTURE LAND OWNED BY MR. C.J. CLAVELS.
 GL1496'
 GL1496'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS
 GL1496'39 AND 120 IN ROY, GO EAST, NORTH AND EAST ON HIGHWAY 120
 GL1496'FOR 12.5 MILES TO THE END OF THE BLACKTOP.  CONTINUE EAST,
 GL1496'NORTH AND EAST ON HIGHWAY 120 FOR 10.6 MILES TO A FORK,
 GL1496'WHERE HIGHWAY 120 TURNS TO THE NORTH.  KEEP STRAIGHT AHEAD
 GL1496'FOR 0.1 MILE TO A CATTLE GUARD AND A SIGN TWIN CREEK RANCH
 GL1496'CLAVELS.  CROSS CATTLE GUARD AND GO EAST ON A GRADED ROAD
 GL1496'FOR 3.9 MILES TO A SIDE ROAD ON THE LEFT.  CONTINUE STRAIGHT
 GL1496'AHEAD FOR 0.15 MILE TO A FORK.  BEAR RIGHT FOR 0.05 MILE TO A
 GL1496'CATTLE GUARD.  CROSS CATTLE GUARD AND CONTINUE STRAIGHT
 GL1496'AHEAD, SOUTH, ON THE MAIN TRAVELED ROAD FOR 0.55 MILE TO A
 GL1496'METAL GATE.  PASS THROUGH THE GATE AND CONTINUE SOUTH ON
 GL1496'A BLADED ROAD FOR 3.0 MILES TO THE STATION AT A FORK AND
 GL1496'A CROSSROAD.
 GL1496'
 GL1496'STATION MARKS ARE STANDARD DISKS STAMPED CLAVELS 1960.
 GL1496'THE SURFACE DISK IS SET IN A SQUARE CONCRETE POST WHICH
 GL1496'PROJECTS 3 INCHES.  IT IS IN THE CENTER OF A TRIANGLE FORMED
 GL1496'BY THE ROADS, 38.5 FEET NORTH OF THE EAST-WEST ROAD, 25.5
 GL1496'FEET EAST OF THE NORTH-SOUTH ROAD AND 5 FEET EAST OF A
 GL1496'METAL WITNESS POST.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR
 GL1496'MASS OF CONCRETE 25 INCHES BELOW THE SURFACE OF THE GROUND.
 GL1496'
 GL1496'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED CLAVELS NO
 GL1496'1 1960, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 5
 GL1496'INCHES.  IT IS IN THE TRIANGLE FORMED BY THE ROADS.
 GL1496'
 GL1496'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED CLAVELS NO
 GL1496'2 1960, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS
 GL1496'5 INCHES.  IT IS 15.5 FEET NORTHWEST OF THE CENTER OF THE
 GL1496'INTERSECTION OF THE CROSSROADS.
 GL1496'
 GL1496'H 278 1955 IS A U.S. COAST AND GEODETIC SURVEY BENCH MARK
 GL1496'DISK SET IN A ROUND CONCRETE POST WHICH PROJECTS 7 INCHES.
 GL1496'IT IS 34 FEET SOUTH OF THE CENTER OF A SMALL WASH AND
 GL1496'10.5 FEET NORTH OF THE EAST-WEST ROAD.
 GL1496'
 GL1496'AZIMUTH MARK, A STANDARD DISK STAMPED CLAVELS 1960, IS
 GL1496'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS
 GL1496'18 FEET EAST OF THE CENTER OF THE ROAD AND 2 FEET SOUTH
 GL1496'OF A METAL WITNESS POST.
 GL1496'
 GL1496'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON THE
 GL1496'BLADED ROAD FOR 0.5 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 GL1496'
 GL1496'NOTE--REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0606 ***********************************************************************
 GL0606  DESIGNATION -  CLAY
 GL0606  PID         -  GL0606
 GL0606  STATE/COUNTY-  NM/UNION
 GL0606  USGS QUAD   -  CLAYTON (1970)
 GL0606
 GL0606                         *CURRENT SURVEY CONTROL
 GL0606  ___________________________________________________________________
 GL0606* NAD 83(1992)-  36 27 26.07812(N)    103 09 51.18201(W)     ADJUSTED  
 GL0606* NAVD 88     -      1539.966  (meters)    5052.37   (feet)  ADJUSTED  
 GL0606  ___________________________________________________________________
 GL0606  X           -  -1,169,967.943 (meters)                     COMP
 GL0606  Y           -  -5,002,233.833 (meters)                     COMP
 GL0606  Z           -   3,770,021.519 (meters)                     COMP
 GL0606  LAPLACE CORR-          -6.68  (seconds)                    DEFLEC99
 GL0606  ELLIP HEIGHT-        1517.89  (meters)          (12/21/93) GPS OBS
 GL0606  GEOID HEIGHT-         -22.12  (meters)                     GEOID03
 GL0606  DYNAMIC HT  -        1538.145 (meters)    5046.40  (feet)  COMP
 GL0606  MODELED GRAV-     979,394.9   (mgal)                       NAVD 88
 GL0606
 GL0606  HORZ ORDER  -  FIRST
 GL0606  VERT ORDER  -  FIRST     CLASS II
 GL0606  ELLP ORDER  -  FOURTH    CLASS I
 GL0606
 GL0606.The horizontal coordinates were established by classical geodetic methods
 GL0606.and adjusted by the National Geodetic Survey in December 1993..
 GL0606
 GL0606.The orthometric height was determined by differential leveling
 GL0606.and adjusted by the National Geodetic Survey in June 1991..
 GL0606
 GL0606.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GL0606
 GL0606.The Laplace correction was computed from DEFLEC99 derived deflections.
 GL0606
 GL0606.The ellipsoidal height was determined by GPS observations
 GL0606.and is referenced to NAD 83.
 GL0606
 GL0606.The geoid height was determined by GEOID03.
 GL0606
 GL0606.The dynamic height is computed by dividing the NAVD 88
 GL0606.geopotential number by the normal gravity value computed on the
 GL0606.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0606.degrees latitude (g = 980.6199 gals.).
 GL0606
 GL0606.The modeled gravity was interpolated from observed gravity values.
 GL0606
 GL0606;                    North         East     Units Scale Factor Converg.
 GL0606;SPC NM E     -   605,885.949   269,792.585   MT  1.00004435   +0 41 41.2
 GL0606;SPC NM E     - 1,987,810.82    885,144.51   sFT  1.00004435   +0 41 41.2
 GL0606;SPC OK N     -   173,995.580   137,315.477   MT  0.99995816   -3 02 51.5
 GL0606;SPC OK N     -   570,850.50    450,509.19   sFT  0.99995816   -3 02 51.5
 GL0606;SPC TX N     - 1,273,872.096    50,814.813   MT  1.00007540   -0 57 52.1
 GL0606;SPC TX N     - 4,179,362.03    166,714.93   sFT  1.00007540   -0 57 52.1
 GL0606;UTM  13      - 4,036,231.735   664,502.698   MT  0.99993342   +1 05 28.0
 GL0606
 GL0606!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GL0606!SPC NM E     -   0.99976184  x   1.00004435  =   0.99980618
 GL0606!SPC OK N     -   0.99976184  x   0.99995816  =   0.99972001
 GL0606!SPC TX N     -   0.99976184  x   1.00007540  =   0.99983722
 GL0606!UTM  13      -   0.99976184  x   0.99993342  =   0.99969527
 GL0606
 GL0606:                Primary Azimuth Mark                     Grid Az
 GL0606:SPC NM E     -  BOOSTER STA BLACK WATER TK               053 00 53.6
 GL0606:SPC OK N     -  BOOSTER STA BLACK WATER TK               056 45 26.3
 GL0606:SPC TX N     -  BOOSTER STA BLACK WATER TK               054 40 26.9
 GL0606:UTM  13      -  BOOSTER STA BLACK WATER TK               052 37 06.8
 GL0606
 GL0606|---------------------------------------------------------------------|
 GL0606| PID    Reference Object                     Distance      Geod. Az  |
 GL0606|                                                           dddmmss.s |
 GL0606| GL1437 BOOSTER STA BLACK WATER TK          APPROX.10.2 KM 0534234.8 |
 GL0606| GL1433 BOOSTER STA RED PLATFORM TK         APPROX.10.5 KM 0540846.2 |
 GL0606| GL0607 CLAY RM 1                            22.929 METERS 05830     |
 GL0606| GL1455 TEXLINE W TEX UTIL CO WATER TK      APPROX.15.6 KM 1254056.5 |
 GL0606| GL1456 HALFWAY                             APPROX. 9.2 KM 1312738.8 |
 GL0606| GL0608 CLAY RM 2                            27.658 METERS 17619     |
 GL0606| GL1466 CLAYTON TV CABLE CO TOWER           APPROX. 2.5 KM 2233615.8 |
 GL0606| GL1464 CLAYTON RADIO STATION KLMX TWR      APPROX. 2.9 KM 2365043.3 |
 GL0606| GL1463 CLAYTON C AND C COMMUN CO TWR       APPROX. 2.2 KM 2723843.9 |
 GL0606|---------------------------------------------------------------------|
 GL0606
 GL0606                          SUPERSEDED SURVEY CONTROL
 GL0606
 GL0606  ELLIP H (01/07/93) 1518.68   (m)                       GP(       ) 4 2
 GL0606  NAD 83(1986)-  36 27 26.08992(N)    103 09 51.17761(W) AD(       ) 1
 GL0606  NAD 27      -  36 27 25.99700(N)    103 09 49.41000(W) AD(       ) 1
 GL0606  NGVD 29 (??/??/92) 1539.235  (m)         5049.97   (f) ADJ UNCH    1 2
 GL0606
 GL0606.Superseded values are not recommended for survey control.
 GL0606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0606.See file dsdata.txt to determine how the superseded data were derived.
 GL0606
 GL0606_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA6450336232(NAD 83)
 GL0606_MARKER: DS = TRIANGULATION STATION DISK
 GL0606_SETTING: 66 = SET IN ROCK OUTCROP
 GL0606_SP_SET: ROCK OUTCROP
 GL0606_STAMPING: CLAY 1922
 GL0606_MARK LOGO: CGS   
 GL0606_MAGNETIC: N = NO MAGNETIC MATERIAL
 GL0606_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GL0606+STABILITY: POSITION/ELEVATION WELL
 GL0606_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GL0606+SATELLITE: SATELLITE OBSERVATIONS - January 08, 1992
 GL0606
 GL0606  HISTORY     - Date     Condition        Report By
 GL0606  HISTORY     - 1922     MONUMENTED       CGS
 GL0606  HISTORY     - 1931     GOOD             CGS
 GL0606  HISTORY     - 1937     GOOD             NM0170
 GL0606  HISTORY     - 1941     GOOD             CGS
 GL0606  HISTORY     - 1945     GOOD             CGS
 GL0606  HISTORY     - 1955     GOOD             CGS
 GL0606  HISTORY     - 1955     GOOD             NGS
 GL0606  HISTORY     - 1963     GOOD             CGS
 GL0606  HISTORY     - 1970     GOOD             NGS
 GL0606  HISTORY     - 1971     GOOD             USAF
 GL0606  HISTORY     - 19920108 GOOD             NGS
 GL0606
 GL0606                          STATION DESCRIPTION
 GL0606
 GL0606'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (CMD)
 GL0606'STATION IS 1/2 MILE E OF THE TOWN OF CLAYTON, ON HIGH LAND 0.2
 GL0606'MILE S OF STIMSONS DAIRY, AND 0.3 MILE N OF THE CLAYTON-TEXLINE
 GL0606'HIGHWAY (STATE HIGHWAY 18), BETWEEN WHICH AND STATION A NEW
 GL0606'RAILROAD CUT WAS REPORTED IN 1931, AT WHICH TIME THE DIARY
 GL0606'BUILDINGS WERE REPORTED AS HAVING BEEN REMOVED, THERE ARE NO
 GL0606'LONGER BEING ANY BUILDINGS NEAR THE STATION.  A NEW TELEPHONE
 GL0606'LINE (1931) RUNNING N AND S IS ABOUT 250 YARDS E OF STATION.
 GL0606'
 GL0606'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 GL0606'DRILL HOLES IN OUTCROPPING BEDROCK.
 GL0606'
 GL0606'REFERENCE MARK NO. 1 IS 22.958 METERS (75.32 FEET) FROM STATION.
 GL0606'REFERENCE MARK NO. 2 IS 27.682
 GL0606'METERS (90.82 FEET) FROM STATION.
 GL0606'
 GL0606'FOLLOWING BEARINGS ARE FROM STATION--TEXLINE, WEST TEXAS
 GL0606'UTILITIES COMPANY, WATER TANK, FINIAL, S 54 DEG 19 MIN E.
 GL0606'CLAYTON, MUNICIPAL WATER TANK, FINIAL, S 57 DEG 35 MIN W.
 GL0606'
 GL0606'TO REACH STATION FROM CLAYTON GO E ON MAIN STREET TO RAILROAD
 GL0606'CROSSING AT END OF STREET, CROSS TRACKS AND ONTO BANK BETWEEN N
 GL0606'EDGE OF CUT AND FENCE, CONTINUE EASTWARD ALONG FENCE TO LANE
 GL0606'BEARING NORTHWARD, TURN INTO LANE AND GO TO ITS END, THEN THROUGH
 GL0606'GATE AND BEAR A LITTLE SE 1/4 MILE TO STATION WHICH IS ABOUT 40
 GL0606'METERS (131 FEET) W OF N AND S FENCE ABOUT 100 METERS (328
 GL0606'FEET) N OF AN E AND W FENCE.
 GL0606'
 GL0606'ELEVATION OF STATION, 1,539.7 METERS (5,051 FEET).
 GL0606
 GL0606                          STATION RECOVERY (1937)
 GL0606
 GL0606'RECOVERY NOTE BY CITY OF CLAYTON NEW MEXICO 1937
 GL0606'STATION AND BOTH REFERENCE MARKS FOUND.  ALL IN PERFECT
 GL0606'CONDITION, BUT COVERED BY DRIFTED SAND AND SOIL.
 GL0606
 GL0606                          STATION RECOVERY (1941)
 GL0606
 GL0606'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (EHS)
 GL0606'STATION RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 GL0606'
 GL0606'STATION IS ABOUT 0.3 MILE N OF STATE HIGHWAY 18 AND THE NW
 GL0606'CORNER OF THE AIRPORT.  IT IS ABOUT 259.0 FEET W OF A N-S
 GL0606'TELEPHONE LINE AND ABOUT 109.0 FEET W OF A FENCE LINE.
 GL0606'
 GL0606'STATION MARK IS A BRONZE STATION DISK SET IN THE TOP
 GL0606'OF A LAVA ROCK.  IT IS STAMPED CLAY 1922.
 GL0606'
 GL0606'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN THE
 GL0606'TOP OF A LAVA ROCK.  IT IS 75.0 FEET NE OF THE STATION MARK.
 GL0606'
 GL0606'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN
 GL0606'THE TOP OF A LAVA ROCK.  IT IS 91.0 FEET S OF THE STATION MARK.
 GL0606'
 GL0606'A 4- BY 4-INCH WOODEN MARKER POST WAS SET ABOUT 3 FEET N OF
 GL0606'THE STATION MARK.
 GL0606'
 GL0606'TO REACH THE STATION FROM THE CITY HALL AT CLAYTON, PROCEED E
 GL0606'ON STATE HIGHWAY 18, GO 0.6 MILE TO INTERSECTION OF TRACK ROAD
 GL0606'CROSSING RAILROAD, THENCE TURN LEFT (NE) ONTO TRACK ROAD, CROSS
 GL0606'RAILROAD TRACK AND GO 0.8 MILE E TO THE SITE OF THE STATION.
 GL0606
 GL0606                          STATION RECOVERY (1945)
 GL0606
 GL0606'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (CAE)
 GL0606'STATION WAS RECOVERED AND ALL MARKS FOUND AS DESCRIBED AND IN
 GL0606'GOOD CONDITION.
 GL0606'
 GL0606'STATION IS LOCATED ABOUT 1/2 MILE E OF CLAYTON AND ABOUT 1/2
 GL0606'MILE N OF THE CLAYTON AIRPORT.  IT IS ON HIGH SMOOTH LAND WITH NO
 GL0606'PROMINENT IDENTIFICATION POINTS IN THE VICINITY.
 GL0606'
 GL0606'TO REACH THE STATION FROM THE CORNER OF FIRST AND MAIN STREETS
 GL0606'IN CLAYTON, GO E ON MEXICO STATE HIGHWAY 18 FOR 0.4 MILE TO THE
 GL0606'END OF THE CITY PAVEMENT, CONTINUE STRAIGHT AHEAD FOR 0.05 MILE TO
 GL0606'A FORK, THE STATE ROAD BEARING RIGHT AND A BLADED ROAD LEADING
 GL0606'STRAIGHT AHEAD, KEEP LEFT OR STRAIGHT AHEAD AND CONTINUE FOR 0.3
 GL0606'MILE CROSSING AN OLD RAILROAD RIGHT-OF-WAY AND COMING TO A WIRE
 GL0606'GATE IN AN E-W FENCE, PASS THROUGH THE GATE AND BEAR RIGHT ON A
 GL0606'TRACK ROAD FOLLOWING A TELEPHONE LINE AND CONTINUE FOR 0.5
 GL0606'MILE, THENCE BEAR LEFT TOWARD THE HIGH GROUND FOR 0.1 MILE TO
 GL0606'THE STATION.
 GL0606'
 GL0606'STATION MARK IS A BRONZE STATION DISK SET IN OUTCROPPING BEDROCK
 GL0606'ABOUT FLUSH WITH THE GROUND.  IT IS 117 FEET W OF A N-S FENCE
 GL0606'AND 2.8 FEET S OF A WHITE WITNESS POST.  DISK IS STAMPED CLAY
 GL0606'1922.
 GL0606'
 GL0606'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN OUTCROPPING
 GL0606'BEDROCK ABOUT FLUSH WITH THE GROUND.  IT IS ENE OF THE STATION
 GL0606'AND ABOUT LEVEL WITH IT.  DISK IS STAMPED CLAY 1922 NO 1.
 GL0606'
 GL0606'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN OUTCROPPING
 GL0606'BEDROCK ABOUT FLUSH WITH THE GROUND.  IT IS S OF THE STATION AND
 GL0606'ABOUT LEVEL WITH IT.  DISK IS STAMPED CLAY 1922 NO 2.
 GL0606'
 GL0606'STATION CLAYTONAIR IS USED FOR THE AZIMUTH MARK.
 GL0606'
 GL0606'NOTE--DISTANCES TO REFERENCE MARKS ARE NOT AS PUBLISHED AND THE
 GL0606'ABOVE DISTANCES ARE BELIEVED TO BE CORRECT.
 GL0606
 GL0606                          STATION RECOVERY (1955)
 GL0606
 GL0606'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (MDR)
 GL0606'1.3 MILES NORTHEAST ALONG U.S. HIGHWAY 64 AND STATE HIGHWAYS 18
 GL0606'AND 58 FROM THE COLORADO AND SOUTHERN RAILROAD STATION AT CLAYTON,
 GL0606'THENCE 0.15 MILE SOUTH ALONG A FENCE, 340 FEET NORTH OF A ROW
 GL0606'OF TELEPHONE POLES, 117 FEET WEST OF A FENCE, A TRIANGULATION
 GL0606'STATION DISK SET IN THE TOP OF A 1 X 2 FOOT LAVA ROCK OUTCROP,
 GL0606'STAMPED CLAY 1922.
 GL0606'
 GL0606'R.M. 1 IS 75.3 FEET NORTHEAST OF TRIANGULATION STATION CLAY, 183
 GL0606'FEET WEST OF A ROW OF TELEPHONE POLES, 53 FEET WEST OF A FENCE,
 GL0606'FLUSH WITH THE GROUND, A REFERENCE MARK DISK SET IN THE TOP OF A
 GL0606'SMALL LAVA ROCK OUTCROP, STAMPED CLAY NO 1 1922.
 GL0606'
 GL0606'R.M. 2 IS 90.8 FEET SOUTH OF TRIANGULATION STATION CLAY, 243 FEET
 GL0606'WEST OF A ROW OF TELEPHONE POLES, 103 FEET WEST OF A FENCE, FLUSH
 GL0606'WITH THE GROUND, A REFERENCE MARK DISK SET IN THE TOP OF A SMALL
 GL0606'LAVA ROCK OUTCROP, STAMPED CLAY NO 2 1922.
 GL0606
 GL0606                          STATION RECOVERY (1955)
 GL0606
 GL0606'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 GL0606'1.45 MI NE FROM CLAYTON.
 GL0606'1.3 MILES NORTHEAST ALONG U.S. HIGHWAY 64 AND STATE HIGHWAYS 18 AND 58
 GL0606'FROM THE COLORADO AND SOUTHERN RAILROAD STATION AT CLAYTON, THENCE
 GL0606'0.15 MILE SOUTH ALONG A FENCE, 340 FEET NORTH OF A ROW OF TELEPHONE
 GL0606'POLES, 117 FEET WEST OF A FENCE, SET IN THE TOP OF A 1 X 2 FOOT LAVA
 GL0606'ROCK OUTCROP.
 GL0606
 GL0606                          STATION RECOVERY (1963)
 GL0606
 GL0606'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CKP)
 GL0606'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 GL0606'CONDITION.  THE STATION MARK IS 114 FEET WEST OF A FENCE.  A NEW
 GL0606'DESCRIPTION TO REACH THE STATION FOLLOWS.
 GL0606'
 GL0606'TO REACH FROM THE INTERSECTION OF MAIN AVENUE AND FIRST STREET IN
 GL0606'CLAYTON, GO EAST ON U.S. HIGHWAYS 56 AND 64 AND STATE HIGHWAY 18
 GL0606'FOR 0.95 MILE TO A WIRE GATE ON THE RIGHT.  TURN RIGHT, PASS
 GL0606'THROUGH THE GATE, IMMEDIATELY TURN LEFT AND PASS THROUGH ANOTHER
 GL0606'GATE.  GO EAST-SOUTHEAST ACROSS OPEN PASTURE LAND FOR 0.3 MILE
 GL0606'TO THE EAST END OF THE PASTURE AND THE STATION.
 GL0606'
 GL0606'ASTRO PARTY 621 VISITED THIS STATION.
 GL0606
 GL0606                          STATION RECOVERY (1970)
 GL0606
 GL0606'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (RDS)
 GL0606'THE STATION IS LOCATED NORTH 77 DEG EAST 1.0 MILE AIRLINE FROM
 GL0606'CLAYTON, NEW MEXICO.  NORTH 55 DEG WEST 10.0 MILES AIRLINE FROM
 GL0606'TEXLINE, TEXAS.  117 FEET WEST OF NORTH-SOUTH FENCE, 5.3 FEET
 GL0606'NORTH OF A USC AND GS WITNESS SIGN MOUNTED ON A METAL POST.
 GL0606'
 GL0606'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAYS 87, 56, AND 64
 GL0606'IN CLAYTON, NEW MEXICO.  GO EAST 0.95 MILES ALONG U.S. HIGHWAYS
 GL0606'56 AND 64 TO GATE ON RIGHT IN FENCE CORNER.  PASS THROUGH GATE
 GL0606'AND DRIVE CROSS COUNTRY (EAST) 0.25 MILES TO TOP OF SLIGHT RISE
 GL0606'AND STATION.
 GL0606'
 GL0606'STATION MARK IS USC AND GS BRONZE DISK SET IN BEDROCK FLUSH WITH
 GL0606'THE GROUND AND STAMPED CLAY 1922.
 GL0606'
 GL0606'REFERENCE MARK NO. 1 IS USC AND GS BRONZE DISK SET IN BEDROCK
 GL0606'PROJECTING 0.2 FEET ABOVE GROUND AND STAMPED CLAY NO. 1 1922.
 GL0606'
 GL0606'REFERENCE MARK NO. 2 IS A USC AND GS BRONZE DISK SET IN BEDROCK
 GL0606'FLUSH WITH THE GROUND AND STAMPED CLAY NO. 2 1922.
 GL0606'
 GL0606'STATION HALFWAY ET 1970 IS VISIBLE FROM THE GROUND AT THIS
 GL0606'STATION AND WILL SERVE AS THE AZIMUTH MARK.
 GL0606'
 GL0606'ALL OBSERVATIONS WERE MADE FROM A STANDARD TRIPOD.
 GL0606
 GL0606                          STATION RECOVERY (1971)
 GL0606
 GL0606'RECOVERY NOTE BY US AIR FORCE 1971
 GL0606'STATION, R.M. 1 AND R.M. 2 RECOVERED IN GOOD CONDITION.  TO
 GL0606'REACH FROM JUNCTION OF U.S. HWY 64-87 AND 56-64 IN CLAYTON
 GL0606'GO E ON U.S. HWY 56-64 FOR 1.2 MILES TO A WIRE GATE IN A FENCE
 GL0606'CORNER ON THE RIGHT.  TURN RIGHT (S) THRU GATE AND FOLLOW TRACK
 GL0606'ROAD ALONG E SIDE OF A N-S FENCE LINE FOR 0.15 MILE TO STATION ON
 GL0606'RIGHT, 117 FEET W OF FENCE.
 GL0606
 GL0606                          STATION RECOVERY (1992)
 GL0606
 GL0606'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 GL0606'THE STATION IS LOCATED ABOUT 0.8 KM (0.5 MI) EAST OF CLAYTON, 0.8 KM
 GL0606'(0.5 MI) NORTH OF THE CLAYTON AIRPORT, IN A PASTURE NEAR AN ABANDONED
 GL0606'NORTH-SOUTH FENCE.  OWNERSHIP--LAUREN DACY, RURAL ROUTE 1 (901
 GL0606'CURREN), CLAYTON, NM 88415.  PHONE 505-374-2492.  OWNER IS ALSO
 GL0606'PROPRIETOR OF THE COUNTRY TAVERN, 201 SOUTH 1ST STREET, CLAYTON, NM
 GL0606'88415. CONTACT OWNER AS GATE TO PROPERTY IS PADLOCKED.
 GL0606'TO REACH THE STAION FROM THE JUNCTION OF U.S. HIGHWAYS 56, 64 AND 87
 GL0606'IN CLAYTON, GO EAST ON HIGHWAY 56 AND 64 FOR 2.01 KM (1.25 MI) TO A
 GL0606'PAVED FIELD ENTRANCE ROAD WITH STOP SIGN AND GATE ON THE RIGHT.  TURN
 GL0606'RIGHT, SOUTH, PASSING THROUGH GATE AND ALONG THE EAST SIDE OF AN
 GL0606'ABANDONED NORTH-SOUTH FENCE LINE FOR 0.24 KM (0.15 MI) TO STATION ON
 GL0606'THE RIGHT IN TOP OF LAVA ROCK OUTCROP.
 GL0606'STATION IS 36.9 M (121.1 FT) WEST FROM THE ABANDONED FENCE LINE AND
 GL0606'1.7 M (5.6 FT) SOUTH FROM A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1592 ***********************************************************************
 CX1592  DESIGNATION -  CLAY
 CX1592  PID         -  CX1592
 CX1592  STATE/COUNTY-  NM/OTERO
 CX1592  USGS QUAD   -  WHITE SANDS NE (1955)
 CX1592
 CX1592                         *CURRENT SURVEY CONTROL
 CX1592  ___________________________________________________________________
 CX1592* NAD 83(1992)-  32 25 32.17515(N)    106 18 14.80033(W)     ADJUSTED  
 CX1592* NAVD 88     -      1228.68   (+/-2cm)    4031.1    (feet)  VERTCON   
 CX1592  ___________________________________________________________________
 CX1592  LAPLACE CORR-           2.33  (seconds)                    DEFLEC99
 CX1592  GEOID HEIGHT-         -23.63  (meters)                     GEOID03
 CX1592
 CX1592  HORZ ORDER  -  FIRST
 CX1592  VERT ORDER  -  THIRD ? (See Below)
 CX1592
 CX1592.The horizontal coordinates were established by classical geodetic methods
 CX1592.and adjusted by the National Geodetic Survey in December 1993..
 CX1592
 CX1592.The NAVD 88 height was computed by applying the VERTCON shift value to
 CX1592.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CX1592.The vertical order pertains to the NGVD 29 superseded value.
 CX1592
 CX1592.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1592
 CX1592.The geoid height was determined by GEOID03.
 CX1592
 CX1592;                    North         East     Units Scale Factor Converg.
 CX1592;SPC NM C     -   158,059.073   494,911.131   MT  0.99990032   -0 01 44.5
 CX1592;SPC NM C     -   518,565.48  1,623,720.94   sFT  0.99990032   -0 01 44.5
 CX1592;UTM  13      - 3,588,360.591   377,387.590   MT  0.99978539   -0 41 57.7
 CX1592
 CX1592!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1592!SPC NM C     -   0.99981083  x   0.99990032  =   0.99971117
 CX1592!UTM  13      -   0.99981083  x   0.99978539  =   0.99959626
 CX1592
 CX1592|---------------------------------------------------------------------|
 CX1592| PID    Reference Object                     Distance      Geod. Az  |
 CX1592|                                                           dddmmss.s |
 CX1592| CC7153 CLAY RM 1                            21.948 METERS 05506     |
 CX1592| CX0489 GRAND                               APPROX.14.4 KM 1010056.8 |
 CX1592| CC7154 CLAY RM 2                            20.485 METERS 14609     |
 CX1592|---------------------------------------------------------------------|
 CX1592
 CX1592                          SUPERSEDED SURVEY CONTROL
 CX1592
 CX1592  NAD 83(1986)-  32 25 32.18160(N)    106 18 14.79921(W) AD(       ) 1
 CX1592  NAD 27      -  32 25 31.84542(N)    106 18 12.83349(W) AD(       ) 1
 CX1592  NGVD 29 (07/19/86) 1228.09   (m)         4029.2    (f) LEVELING    3  
 CX1592
 CX1592.Superseded values are not recommended for survey control.
 CX1592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1592.See file dsdata.txt to determine how the superseded data were derived.
 CX1592
 CX1592_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR7738888361(NAD 83)
 CX1592_MARKER: DS = TRIANGULATION STATION DISK
 CX1592_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX1592
 CX1592  HISTORY     - Date     Condition        Report By
 CX1592  HISTORY     - 1968     MONUMENTED       CGS
 CX1592
 CX1592                          STATION DESCRIPTION
 CX1592
 CX1592'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JCC)
 CX1592'THE STATION IS LOCATED ABOUT 11.2 MILES EAST NORTHEAST OF WHITE SANDS
 CX1592'MISSILE RANGE HEADQUARTERS, 9.5 MILES SOUTH OF U. S. HIGHWAY 70 AND
 CX1592'1.7 MILES NORTH OF NIKE AVENUE (WSMR ROUTE 2) ON A LOW MOUND WITH
 CX1592'SEVERAL CAMERA PADS ON IT.
 CX1592'
 CX1592'TO REACH THE STATION FROM WHITE SANDS MISSILE RANGE HEADQUARTERS,
 CX1592'GO 11.7 MILES EAST ON NIKE AVENUE (WSMR ROUTE 2) TO A PAVED ROAD ON
 CX1592'THE LEFT.  TURN LEFT AND GO 1.7 MILES NORTH TO A POLE LINE AND A
 CX1592'TRACK ROAD ON THE LEFT.  TURN LEFT AND GO 0.25 MILE WEST NORTHWEST TO
 CX1592'THE DIRT MOUND AND THE STATION.
 CX1592'
 CX1592'STATION MARK, A STANDARD DISK STAMPED CLAY 1964, IS SET IN THE TOP OF
 CX1592'A 10 INCH SQUARE CONCRETE MONUMENT THAT IS ABOUT 2 FEET BENEATH THE
 CX1592'SURFACE OF BLOW SAND.  IT IS ABOUT 105 FEET WEST OF A POWER POLE
 CX1592'WITH 3 TRANSFORMERS, 52 FEET NORTH NORTHWEST OF THE NORTHWEST CORNER
 CX1592'OF A BUILDING, 48 FEET SOUTH OF THE NORTHWEST CORNER OF THE NORTH
 CX1592'CONCRETE PAD AND IS ABOUT 2 FEET HIGHER THAN THE POLE LINE
 CX1592'ROAD.
 CX1592'
 CX1592'R. M. NO. 1, A STANDARD DISK STAMPED CLAY NO 1 1964, IS SET IN THE
 CX1592'TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 2 INCHES
 CX1592'ABOVE THE GROUND.  IT IS ABOUT 71 FEET NORTHEAST OF THE NORTHEAST
 CX1592'CORNER OF A METAL BUILDING, 46 FEET NORTHWEST OF A POWER POLE WITH
 CX1592'3 TRANSFORMERS AND IS ABOUT 1 FOOT HIGHER THAN THE STATION.
 CX1592'
 CX1592'R. M. NO. 2, A STANDARD DISK STAMPED CLAY NO 2 1964, IS SET IN THE
 CX1592'TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 4 INCHES
 CX1592'ABOVE THE GROUND.  IT IS ABOUT 76 FEET SOUTH OF THE SOUTHWEST CORNER
 CX1592'OF THE SOUTH CONCRETE PAD, 22 FEET SOUTHWEST OF THE NORTHWEST CORNER
 CX1592'OF THE METAL BUILDING, 15 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF
 CX1592'THE METAL BUILDING AND ABOUT THE SAME ELEVATION AS THE STATION.
 CX1592'
 CX1592'HEIGHT OF LIGHT ABOVE STATION MARK 6.1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1480 ***********************************************************************
 FO1480  DESIGNATION -  CLAY
 FO1480  PID         -  FO1480
 FO1480  STATE/COUNTY-  NM/SANDOVAL
 FO1480  USGS QUAD   -  SKY VILLAGE NW (1978)
 FO1480
 FO1480                         *CURRENT SURVEY CONTROL
 FO1480  ___________________________________________________________________
 FO1480* NAD 83(1992)-  35 26 40.37516(N)    106 54 49.66350(W)     ADJUSTED  
 FO1480* NAVD 88     -      1874.69   (+/-2cm)    6150.5    (feet)  VERTCON   
 FO1480  ___________________________________________________________________
 FO1480  LAPLACE CORR-          -1.05  (seconds)                    DEFLEC99
 FO1480  GEOID HEIGHT-         -20.53  (meters)                     GEOID03
 FO1480
 FO1480  HORZ ORDER  -  THIRD
 FO1480  VERT ORDER  -  THIRD ? (See Below)
 FO1480
 FO1480.The horizontal coordinates were established by classical geodetic methods
 FO1480.and adjusted by the National Geodetic Survey in December 1993..
 FO1480
 FO1480.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1480.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1480.The vertical order pertains to the NGVD 29 superseded value.
 FO1480
 FO1480.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1480
 FO1480.The geoid height was determined by GEOID03.
 FO1480
 FO1480;                    North         East     Units Scale Factor Converg.
 FO1480;SPC NM C     -   493,092.021   439,738.465   MT  0.99994474   -0 23 05.8
 FO1480;SPC NM C     - 1,617,752.74  1,442,708.61   sFT  0.99994474   -0 23 05.8
 FO1480;UTM  13      - 3,924,026.293   326,302.090   MT  0.99997182   -1 06 36.4
 FO1480
 FO1480!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1480!SPC NM C     -   0.99970906  x   0.99994474  =   0.99965381
 FO1480!UTM  13      -   0.99970906  x   0.99997182  =   0.99968088
 FO1480
 FO1480|---------------------------------------------------------------------|
 FO1480| PID    Reference Object                     Distance      Geod. Az  |
 FO1480|                                                           dddmmss.s |
 FO1480| CD3266 CLAY RM 1                            24.814 METERS 04022     |
 FO1480| CD3267 CLAY RM 2                            38.460 METERS 11240     |
 FO1480| CD3265 CLAY AZ MK                                         3005937.2 |
 FO1480|---------------------------------------------------------------------|
 FO1480
 FO1480                          SUPERSEDED SURVEY CONTROL
 FO1480
 FO1480  NAD 83(1986)-  35 26 40.37870(N)    106 54 49.66552(W) AD(       ) 3
 FO1480  NAD 27      -  35 26 40.26090(N)    106 54 47.53260(W) AD(       ) 3
 FO1480  NGVD 29 (07/19/86) 1873.76   (m)         6147.5    (f) LEVELING    3  
 FO1480
 FO1480.Superseded values are not recommended for survey control.
 FO1480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1480.See file dsdata.txt to determine how the superseded data were derived.
 FO1480
 FO1480_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV2630224026(NAD 83)
 FO1480_MARKER: DS = TRIANGULATION STATION DISK
 FO1480_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FO1480
 FO1480  HISTORY     - Date     Condition        Report By
 FO1480  HISTORY     - 1958     MONUMENTED       CGS
 FO1480
 FO1480                          STATION DESCRIPTION
 FO1480
 FO1480'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RLE)
 FO1480'THE STATION IS LOCATED 11 MILES AIRLINE SOUTHWEST OF SAN YSIDRO
 FO1480'AND 0.15 MILE NORTHEAST OF THE SOUTHERN UNION GAS COMPANY PIPE
 FO1480'LINE ON THE SUMMIT OF A GRASSY RISE IN THE NORTHWEST 1/4
 FO1480'SECTION 14, TOWNSHIP 14 NORTH, RANGE 1 WEST.  THE MARK IS 107
 FO1480'FEET SOUTHEAST OF A SMALL CAIRN AND 4 FEET NORTHEAST OF A WHITE
 FO1480'WITNESS POST.  THE MARK PROJECTS 1 INCH ABOVE THE SURFACE OF THE
 FO1480'GROUND AND IS STAMPED CLAY 1958.
 FO1480'
 FO1480'REFERENCE MARK NO. 1 IS A STANDARD REFERENCE MARK DISK SET IN
 FO1480'A DRILL HOLE IN A SMALL BOULDER.  THE MARK IS SET FLUSH WITH
 FO1480'THE SURFACE OF THE GROUND AND IS STAMPED CLAY NO 1 1958.
 FO1480'
 FO1480'REFERENCE MARK NO. 2 IS A STANDARD REFERENCE MARK DISK SET IN
 FO1480'A DRILL HOLE IN A SMALL BOULDER AND IS ABOUT 3 FEET LOWER IN
 FO1480'ELEVATION THAN THE STATION.  THE MARK IS SET FLUSH WITH THE
 FO1480'SURFACE OF THE GROUND AND IS STAMPED CLAY NO 2 1958.
 FO1480'
 FO1480'THE AZIMUTH MARK IS 18 FEET EAST-SOUTHEAST OF THE CENTER OF
 FO1480'A TRACK ROAD, 3 FEET NORTH OF A TELEPHONE POLE AND 2 FEET
 FO1480'EAST-SOUTHEAST OF A WHITE WITNESS POST.  THE MARK PROJECTS 2
 FO1480'INCHES ABOVE THE SURFACE OF THE GROUND AND IS STAMPED CLAY 1958.
 FO1480'
 FO1480'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 4
 FO1480'AND 44 IN SAN YSIDRO GO SOUTH ON STATE HIGHWAY 44 FOR 2.3
 FO1480'MILES TO A SIDE ROAD RIGHT.  TURN RIGHT, CROSSING A CATTLE
 FO1480'GUARD AND GO SOUTHWEST ON THE MAIN TRAVELED ROAD FOR 4 MILES
 FO1480'TO A CATTLE GUARD.  CONTINUE AHEAD, WESTERLY ON THE MAIN ROAD
 FO1480'AND GO 1.8 MILES TO A FORK JUST AFTER CROSSING A DRY WASH.  TAKE
 FO1480'THE RIGHT FORK, WEST AND GO 1.75 MILES TO A CATTLE GUARD.
 FO1480'CONTINUE AHEAD AND GO 1.8 MILES TO A FORK AT AN EARTH DAM AND
 FO1480'A SMALL HOUSE AND CORRALS ON THE LEFT.  TAKE THE RIGHT FORK,
 FO1480'WEST AND GO 0.8 MILE TO A FORK.  TAKE THE LEFT FORK (MAIN
 FO1480'TRAVELED ROAD) AND GO 0.1 MILE TO A FORK.  TAKE THE LEFT
 FO1480'FORK, SOUTH AND GO 1.5 MILES TO A T-ROAD AND THE AZIMUTH MARK
 FO1480'ON THE LEFT AT A POINT WHERE A PIPE LINE AND A TELEPHONE
 FO1480'LINE CROSSES THE ROAD.  TURN LEFT AND GO 0.15 MILE TO THE
 FO1480'TOP OF THE HILL, THENCE TURN LEFT, NORTHEAST ACROSS
 FO1480'COUNTRY AND GO 0.15 MILE TO THE STATION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0607 ***********************************************************************
 GL0607  DESIGNATION -  CLAY RM 1
 GL0607  PID         -  GL0607
 GL0607  STATE/COUNTY-  NM/UNION
 GL0607  USGS QUAD   -  CLAYTON (1970)
 GL0607
 GL0607                         *CURRENT SURVEY CONTROL
 GL0607  ___________________________________________________________________
 GL0607* NAD 83(1986)-  36 27 25.     (N)    103 09 51.     (W)     SCALED    
 GL0607* NAVD 88     -      1539.582  (meters)    5051.11   (feet)  ADJUSTED  
 GL0607  ___________________________________________________________________
 GL0607  GEOID HEIGHT-         -22.12  (meters)                     GEOID03
 GL0607  DYNAMIC HT  -        1537.761 (meters)    5045.14  (feet)  COMP
 GL0607  MODELED GRAV-     979,394.9   (mgal)                       NAVD 88
 GL0607
 GL0607  VERT ORDER  -  FIRST     CLASS II
 GL0607
 GL0607.The horizontal coordinates were scaled from a topographic map and have
 GL0607.an estimated accuracy of +/- 6 seconds.
 GL0607
 GL0607.The orthometric height was determined by differential leveling
 GL0607.and adjusted by the National Geodetic Survey in June 1991..
 GL0607
 GL0607.The geoid height was determined by GEOID03.
 GL0607
 GL0607.The dynamic height is computed by dividing the NAVD 88
 GL0607.geopotential number by the normal gravity value computed on the
 GL0607.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0607.degrees latitude (g = 980.6199 gals.).
 GL0607
 GL0607.The modeled gravity was interpolated from observed gravity values.
 GL0607
 GL0607;                    North         East    Units  Estimated Accuracy
 GL0607;SPC NM E     -   605,850.      269,800.      MT  (+/- 180 meters Scaled)
 GL0607
 GL0607                          SUPERSEDED SURVEY CONTROL
 GL0607
 GL0607  NGVD 29 (??/??/92) 1538.852  (m)         5048.72   (f) ADJ UNCH    1 2
 GL0607
 GL0607.Superseded values are not recommended for survey control.
 GL0607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0607.See file dsdata.txt to determine how the superseded data were derived.
 GL0607
 GL0607_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA645361(NAD 83)
 GL0607_MARKER: DR = REFERENCE MARK DISK
 GL0607_SETTING: 66 = SET IN ROCK OUTCROP
 GL0607_SP_SET: LAVA OUTCROP
 GL0607_STAMPING: CLAY NO 1 1922
 GL0607_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GL0607+STABILITY: POSITION/ELEVATION WELL
 GL0607
 GL0607  HISTORY     - Date     Condition        Report By
 GL0607  HISTORY     - 1922     MONUMENTED       CGS
 GL0607  HISTORY     - 1955     GOOD             NGS
 GL0607
 GL0607                          STATION DESCRIPTION
 GL0607
 GL0607'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GL0607'1.45 MI NE FROM CLAYTON.
 GL0607'1.3 MILES NORTHEAST ALONG U.S. HIGHWAY 64 AND STATE HIGHWAYS 18 AND 58
 GL0607'FROM THE COLORADO AND SOUTHERN RAILROAD STATION AT CLAYTON, THENCE
 GL0607'0.15 MILE SOUTH ALONG A FENCE, 75.3 FEET NORTHEAST OF TRIANGULATION
 GL0607'STATION CLAY, 183 FEET WEST OF A ROW OF TELEPHONE POLES, 53 FEET WEST
 GL0607'OF A FENCE, FLUSH WITH THE GROUND, SET IN THE TOP OF A SMALL LAVA ROCK
 GL0607'OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0608 ***********************************************************************
 GL0608  DESIGNATION -  CLAY RM 2
 GL0608  PID         -  GL0608
 GL0608  STATE/COUNTY-  NM/UNION
 GL0608  USGS QUAD   -  CLAYTON (1970)
 GL0608
 GL0608                         *CURRENT SURVEY CONTROL
 GL0608  ___________________________________________________________________
 GL0608* NAD 83(1986)-  36 27 25.     (N)    103 09 51.     (W)     SCALED    
 GL0608* NAVD 88     -      1539.820  (meters)    5051.89   (feet)  ADJUSTED  
 GL0608  ___________________________________________________________________
 GL0608  GEOID HEIGHT-         -22.12  (meters)                     GEOID03
 GL0608  DYNAMIC HT  -        1537.999 (meters)    5045.92  (feet)  COMP
 GL0608  MODELED GRAV-     979,394.9   (mgal)                       NAVD 88
 GL0608
 GL0608  VERT ORDER  -  FIRST     CLASS II
 GL0608
 GL0608.The horizontal coordinates were scaled from a topographic map and have
 GL0608.an estimated accuracy of +/- 6 seconds.
 GL0608
 GL0608.The orthometric height was determined by differential leveling
 GL0608.and adjusted by the National Geodetic Survey in June 1991..
 GL0608
 GL0608.The geoid height was determined by GEOID03.
 GL0608
 GL0608.The dynamic height is computed by dividing the NAVD 88
 GL0608.geopotential number by the normal gravity value computed on the
 GL0608.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0608.degrees latitude (g = 980.6199 gals.).
 GL0608
 GL0608.The modeled gravity was interpolated from observed gravity values.
 GL0608
 GL0608;                    North         East    Units  Estimated Accuracy
 GL0608;SPC NM E     -   605,850.      269,800.      MT  (+/- 180 meters Scaled)
 GL0608
 GL0608                          SUPERSEDED SURVEY CONTROL
 GL0608
 GL0608  NGVD 29 (??/??/92) 1539.089  (m)         5049.49   (f) ADJ UNCH    1 2
 GL0608
 GL0608.Superseded values are not recommended for survey control.
 GL0608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0608.See file dsdata.txt to determine how the superseded data were derived.
 GL0608
 GL0608_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA645361(NAD 83)
 GL0608_MARKER: DR = REFERENCE MARK DISK
 GL0608_SETTING: 66 = SET IN ROCK OUTCROP
 GL0608_SP_SET: LAVA OUTCROP
 GL0608_STAMPING: CLAY NO 2 1922
 GL0608_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GL0608+STABILITY: POSITION/ELEVATION WELL
 GL0608
 GL0608  HISTORY     - Date     Condition        Report By
 GL0608  HISTORY     - 1922     MONUMENTED       CGS
 GL0608  HISTORY     - 1955     GOOD             NGS
 GL0608
 GL0608                          STATION DESCRIPTION
 GL0608
 GL0608'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GL0608'1.45 MI NE FROM CLAYTON.
 GL0608'1.3 MILES NORTHEAST ALONG STATE HIGHWAYS 18 AND 58 AND U.S. HIGHWAY 64
 GL0608'FROM THE COLORADO AND SOUTHERN RAILROAD STATION AT CLAYTON, THENCE
 GL0608'0.15 MILE SOUTH ALONG A FENCE, 90.8 FEET SOUTH OF TRIANGULATION
 GL0608'STATION CLAY, 243 FEET WEST OF A ROW OF TELEPHONE POLES, 103 FEET WEST
 GL0608'OF A FENCE, FLUSH WITH THE GROUND, SET IN THE TOP OF A SMALL LAVA ROCK
 GL0608'OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY1009 ***********************************************************************
 CY1009  DESIGNATION -  CLAYTON
 CY1009  PID         -  CY1009
 CY1009  STATE/COUNTY-  NM/GRANT
 CY1009  USGS QUAD   -  NINETYSIX RANCH (1962)
 CY1009
 CY1009                         *CURRENT SURVEY CONTROL
 CY1009  ___________________________________________________________________
 CY1009* NAD 83(1992)-  32 21 27.40090(N)    108 27 06.93188(W)     ADJUSTED  
 CY1009* NAVD 88     -      1874.8    (meters)    6151.     (feet)  VERTCON   
 CY1009  ___________________________________________________________________
 CY1009  LAPLACE CORR-           3.07  (seconds)                    DEFLEC99
 CY1009  GEOID HEIGHT-         -24.73  (meters)                     GEOID03
 CY1009
 CY1009  HORZ ORDER  -  FIRST
 CY1009
 CY1009.The horizontal coordinates were established by classical geodetic methods
 CY1009.and adjusted by the National Geodetic Survey in December 1993..
 CY1009
 CY1009.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY1009.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY1009
 CY1009.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY1009
 CY1009.The geoid height was determined by GEOID03.
 CY1009
 CY1009;                    North         East     Units Scale Factor Converg.
 CY1009;SPC NM W     -   150,689.282   771,779.657   MT  0.99995845   -0 19 51.9
 CY1009;SPC NM W     -   494,386.42  2,532,080.42   sFT  0.99995845   -0 19 51.9
 CY1009;UTM  12      - 3,582,930.003   739,774.433   MT  1.00030903   +1 21 51.8
 CY1009
 CY1009!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY1009!SPC NM W     -   0.99970960  x   0.99995845  =   0.99966806
 CY1009!UTM  12      -   0.99970960  x   1.00030903  =   1.00001854
 CY1009
 CY1009:                Primary Azimuth Mark                     Grid Az
 CY1009:SPC NM W     -  HATCHITA AIRPORT BEACON                  166 50 32.7
 CY1009:UTM  12      -  HATCHITA AIRPORT BEACON                  165 08 49.0
 CY1009
 CY1009|---------------------------------------------------------------------|
 CY1009| PID    Reference Object                     Distance      Geod. Az  |
 CY1009|                                                           dddmmss.s |
 CY1009| CF0275 HATCHITA AIRPORT BEACON             APPROX.50.1 KM 1663040.8 |
 CY1009| CC7155 CLAYTON AZ MK                                      1934522.0 |
 CY1009| CC7156 CLAYTON RM 1                          7.129 METERS 26644     |
 CY1009| CC7157 CLAYTON RM 2                          8.600 METERS 32436     |
 CY1009|---------------------------------------------------------------------|
 CY1009
 CY1009                          SUPERSEDED SURVEY CONTROL
 CY1009
 CY1009  NAD 83(1992)-  32 21 27.39832(N)    108 27 06.92971(W) AD(       ) 1
 CY1009  NAD 83(1986)-  32 21 27.39759(N)    108 27 06.93068(W) AD(       ) 1
 CY1009  NAD 27      -  32 21 27.10328(N)    108 27 04.74662(W) AD(       ) 1
 CY1009  NGVD 29 (07/19/86) 1874.0    (m)         6148.     (f) VERT ANG       
 CY1009
 CY1009.Superseded values are not recommended for survey control.
 CY1009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1009.See file dsdata.txt to determine how the superseded data were derived.
 CY1009
 CY1009_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYA3977482930(NAD 83)
 CY1009_MARKER: DS = TRIANGULATION STATION DISK
 CY1009_SETTING: 66 = SET IN ROCK OUTCROP
 CY1009
 CY1009  HISTORY     - Date     Condition        Report By
 CY1009  HISTORY     - 1938     MONUMENTED       CGS
 CY1009
 CY1009                          STATION DESCRIPTION
 CY1009
 CY1009'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 CY1009'STATION IS LOCATED ON A HIGH ROCKY PEAK, THE SECOND OR NW
 CY1009'PEAK OF TWO PEAKS AT THE SE END OF THE FIRST RANGE RISING
 CY1009'ON THE N SIDE OF THE LORDSBURG VALLEY.  IT IS THE HIGHEST
 CY1009'ONE OF THE TWO PEAKS AND IS AS HIGH AS THE MAIN RANGE TO THE
 CY1009'NW.  IT IS ABOUT 10 MILES NNW OF SEPAR AND OVERLOOKS ALL
 CY1009'THE COUNTRY TO THE NE AND S.
 CY1009'
 CY1009'THE STATION MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL
 CY1009'HOLE IN OUTCROPPING BEDROCK AS DESCRIBED.  REFERENCE
 CY1009'AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS IN OUTCROPPING
 CY1009'BEDROCK.
 CY1009'
 CY1009'TO REACH FROM SEPAR GO N ON GRADED ROAD JUST W OF THE STORE
 CY1009'FOR 4.25 MILES TO FORK.  TAKE LEFT FORK, BLADED ROAD, 1.4
 CY1009'MILES TO FORK ABOUT 1/4 MILE BEFORE REACHING THE CLAYTON
 CY1009'RANCH YARD.  TAKE LEFT FORK, BLADED ROAD, 0.9 MILE AND TAKE
 CY1009'THE LEFT FORK.  (RIGHT FORK GOES TO THE OLD CCC CAMP).  CONTINUE
 CY1009'ON BLADED ROAD FOR 0.6 MILE TO FORK.  TAKE LEFT FORK, TRACK
 CY1009'ROAD WHICH WEDGES OFF THE BLADED ROAD, AND GO WESTERLY FOR
 CY1009'3.3 MILES TO A GATE WITH HIGH POSTS ON EACH SIDE.  GO THROUGH
 CY1009'GATE AND CONTINUE ON TRACK ROAD 2.65 MILES TO THE AZIMUTH
 CY1009'MARK 35 YARDS N OF THE ROAD, 75 YARDS W OF THE WASH, IN A
 CY1009'BOULDER 10 FEET HIGH.  CONTINUE W ON TRACK ROAD 0.4 MILE TO
 CY1009'A WASH.  LEAVE THE TRACK ROAD, TURN RIGHT INTO THE WASH
 CY1009'AND FOLLOW THE WASH NORTHERLY 1.0 MILE TOWARD THE FIRST SADDLE W
 CY1009'OF THE STATION PEAK TO AN E-W FENCE AND THE END OF
 CY1009'TRUCK TRAVEL.  FROM HERE PACK NW TO THE SADDLE, THEN RIGHT,
 CY1009'SE TO THE HIGHEST POINT AND STATION.  A 25 MINUTE PACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0610 ***********************************************************************
 GL0610  DESIGNATION -  CLAYTON AIR
 GL0610  PID         -  GL0610
 GL0610  STATE/COUNTY-  NM/UNION
 GL0610  USGS QUAD   -  CLAYTON (1970)
 GL0610
 GL0610                         *CURRENT SURVEY CONTROL
 GL0610  ___________________________________________________________________
 GL0610* NAD 83(1992)-  36 27 03.27904(N)    103 09 47.60652(W)     ADJUSTED  
 GL0610* NAVD 88     -      1524.086  (meters)    5000.27   (feet)  ADJUSTED  
 GL0610  ___________________________________________________________________
 GL0610  LAPLACE CORR-          -6.65  (seconds)                    DEFLEC99
 GL0610  GEOID HEIGHT-         -22.13  (meters)                     GEOID03
 GL0610  DYNAMIC HT  -        1522.283 (meters)    4994.36  (feet)  COMP
 GL0610  MODELED GRAV-     979,395.1   (mgal)                       NAVD 88
 GL0610
 GL0610  HORZ ORDER  -  SECOND
 GL0610  VERT ORDER  -  FIRST     CLASS II
 GL0610
 GL0610.This mark is at Clayton Airport (CAO)
 GL0610
 GL0610.The horizontal coordinates were established by classical geodetic methods
 GL0610.and adjusted by the National Geodetic Survey in December 1993..
 GL0610
 GL0610.The orthometric height was determined by differential leveling
 GL0610.and adjusted by the National Geodetic Survey in June 1991..
 GL0610
 GL0610.The Laplace correction was computed from DEFLEC99 derived deflections.
 GL0610
 GL0610.The geoid height was determined by GEOID03.
 GL0610
 GL0610.The dynamic height is computed by dividing the NAVD 88
 GL0610.geopotential number by the normal gravity value computed on the
 GL0610.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0610.degrees latitude (g = 980.6199 gals.).
 GL0610
 GL0610.The modeled gravity was interpolated from observed gravity values.
 GL0610
 GL0610;                    North         East     Units Scale Factor Converg.
 GL0610;SPC NM E     -   605,184.284   269,890.141   MT  1.00004460   +0 41 43.0
 GL0610;SPC NM E     - 1,985,508.77    885,464.57   sFT  1.00004460   +0 41 43.0
 GL0610;SPC TX N     - 1,273,167.880    50,892.014   MT  1.00007340   -0 57 50.0
 GL0610;SPC TX N     - 4,177,051.62    166,968.22   sFT  1.00007340   -0 57 50.0
 GL0610;SPC OK N     -   173,289.105   137,367.022   MT  0.99995761   -3 02 49.4
 GL0610;SPC OK N     -   568,532.67    450,678.30   sFT  0.99995761   -3 02 49.4
 GL0610;UTM  13      - 4,035,530.840   664,605.094   MT  0.99993383   +1 05 29.5
 GL0610
 GL0610!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GL0610!SPC NM E     -   0.99976434  x   1.00004460  =   0.99980893
 GL0610!SPC TX N     -   0.99976434  x   1.00007340  =   0.99983772
 GL0610!SPC OK N     -   0.99976434  x   0.99995761  =   0.99972196
 GL0610!UTM  13      -   0.99976434  x   0.99993383  =   0.99969818
 GL0610
 GL0610|---------------------------------------------------------------------|
 GL0610| PID    Reference Object                     Distance      Geod. Az  |
 GL0610|                                                           dddmmss.s |
 GL0610| CM7814 CLAYTON AIR RM 1                     14.620 METERS 18254     |
 GL0610| CM7815 CLAYTON AIR RM 2                     14.003 METERS 27152     |
 GL0610| GL0606 CLAY                                APPROX. 0.7 KM 3524647.8 |
 GL0610|---------------------------------------------------------------------|
 GL0610
 GL0610                          SUPERSEDED SURVEY CONTROL
 GL0610
 GL0610  NAD 83(1986)-  36 27 03.29105(N)    103 09 47.60219(W) AD(       ) 2
 GL0610  NAD 27      -  36 27 03.19800(N)    103 09 45.83500(W) AD(       ) 2
 GL0610  NGVD 29 (??/??/92) 1523.355  (m)         4997.87   (f) ADJ UNCH    1 2
 GL0610
 GL0610.Superseded values are not recommended for survey control.
 GL0610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0610.See file dsdata.txt to determine how the superseded data were derived.
 GL0610
 GL0610_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA6460535531(NAD 83)
 GL0610_MARKER: DS = TRIANGULATION STATION DISK
 GL0610_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0610_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0610_STAMPING: CLAYTON AIR 1945
 GL0610_MARK LOGO: CGS   
 GL0610_MAGNETIC: N = NO MAGNETIC MATERIAL
 GL0610_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0610+STABILITY: SURFACE MOTION
 GL0610
 GL0610  HISTORY     - Date     Condition        Report By
 GL0610  HISTORY     - 1945     MONUMENTED       CGS
 GL0610  HISTORY     - 1955     GOOD             CGS
 GL0610  HISTORY     - 1955     GOOD             NGS
 GL0610  HISTORY     - 1971     GOOD             USAF
 GL0610  HISTORY     - 19781025 GOOD             NGS
 GL0610
 GL0610                          STATION DESCRIPTION
 GL0610
 GL0610'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (CAE)
 GL0610'STATION ESTABLISHED BY TRAVERSE FROM STATION CLAY 1922.
 GL0610'
 GL0610'STATION IS LOCATED AT THE CLAYTON AIRPORT, ABOUT 1 MILE E OF
 GL0610'TOWN.  MARK IS ABOUT 0.1 MILE S OF STATE HIGHWAY 18, IN THE SW
 GL0610'CORNER OF THE AIRPORT PROPERTY, 120 FEET NW OF THE WEATHER BUREAU
 GL0610'HOUSE, 84 FEET E OF THE CENTER LINE OF A N-S ROAD, 103 FEET N OF
 GL0610'DRIVE LEADING TO WEATHER BUREAU, 31 FEET W OF DRIVE, AND 83 FEET
 GL0610'SW OF SW CORNER OF HANGAR.
 GL0610'
 GL0610'STATION MARK IS A BRONZE STATION DISK SET IN TOP OF CONCRETE
 GL0610'CYLINDER WHICH PROJECTS 4 INCHES ABOVE GROUND.  DISK IS STAMPED
 GL0610'CLAYTONAIR 1945.  UNDERGROUND MARK IS A BRONZE STATION DISK SET
 GL0610'IN CONCRETE.
 GL0610'
 GL0610'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A CONCRETE
 GL0610'CYLINDER FLUSH WITH THE GROUND.  IT IS S OF THE STATION, 35 FEET W
 GL0610'AND 55 FEET N OF DRIVE.  DISK IS STAMPED CLAYTONAIR NO 1 1945.
 GL0610'
 GL0610'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A CONCRETE
 GL0610'CYLINDER PROJECTING 4 INCHES ABOVE GROUND.  IT IS W OF THE
 GL0610'STATION AND 35 FEET E OF CENTER OF N-S ROAD.  DISK IS STAMPED
 GL0610'CLAYTONAIR NO 2 1945.
 GL0610'
 GL0610'STATION CLAY 1922 WILL SERVE AS AZIMUTH MARK.
 GL0610'
 GL0610'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 GL0610
 GL0610                          STATION RECOVERY (1955)
 GL0610
 GL0610'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (HDR)
 GL0610'0.3 MILE SOUTHEAST ALONG U.S. HIGHWAY 87 FROM THE POST OFFICE AT
 GL0610'CLAYTON, THENCE 0.5 MILE NORTHEAST ALONG CEDAR STREET, THENCE 0.6
 GL0610'MILE EAST ALONG WATER STREET, AT THE MAIN ENTRANCE TO THE CLAYTON
 GL0610'MUNICIPAL AIRPORT, 37 FEET NORTH OF THE CENTER LINE OF AN OILED
 GL0610'ROAD LEADING TO THE AIRPORT OFFICE, 51 FEET EAST OF A NORTH AND
 GL0610'SOUTH FENCE, 83.4 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 GL0610'MAIN HANGAR, 56.2 FEET NORTHEAST OF THE NORTHEAST CORNER OF A
 GL0610'CATTLE GUARD, A TRIANGULATION STATION DISK SET IN THE TOP OF A
 GL0610'CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND,
 GL0610'STAMPED CLAYTON AIR 1945.
 GL0610
 GL0610                          STATION RECOVERY (1955)
 GL0610
 GL0610'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 GL0610'1.4 MI E FROM CLAYTON.
 GL0610'0.3 MILE SOUTHEAST ALONG U.S. HIGHWAY 87 FROM THE POST OFFICE AT
 GL0610'CLAYTON, THENCE 0.5 MILE NORTHEAST ALONG CEDAR STREET, THENCE 0.6 MILE
 GL0610'EAST ALONG WATER STREET, AT THE MAIN ENTRANCE TO THE CLAYTON MUNICIPAL
 GL0610'AIRPORT, 37 FEET NORTH OF THE CENTER LINE OF AN OILED ROAD LEADING TO
 GL0610'THE AIRPORT OFFICE, 51 FEET EAST OF A NORTH AND SOUTH FENCE, 83.4 FEET
 GL0610'SOUTHWEST OF THE SOUTHWEST CORNER OF THE MAIN HANGAR, 56.2 FEET
 GL0610'NORTHEAST OF THE NORTHEAST CORNER OF A CATTLE GUARD, SET IN THE TOP OF
 GL0610'A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
 GL0610
 GL0610                          STATION RECOVERY (1971)
 GL0610
 GL0610'RECOVERY NOTE BY US AIR FORCE 1971
 GL0610'STATION RECOVERED IN GOOD CONDITION.  A THOROUGH SEARCH WAS MADE
 GL0610'FOR BOTH REFERENCE MARKS BUT WERE NOT FOUND.
 GL0610'
 GL0610'TO REACH FROM JUNCTION OF U.S. HWY 64-87 AND 56-64 IN CLAYTON, GO
 GL0610'E ON U.S. HWY 56-64 FOR 0.75 MILE TO ST RD 538.  TURN RIGHT (S) ON
 GL0610'ST RD 538 FOR 0.35 MILE TO A STOP SIGN AND WATER ST.  TURN LEFT
 GL0610'(E) ON WATER ST. FOR 0.55 MILE TO A CATTLE GUARD AND AIRPORT
 GL0610'ENTRANCE.  STATION IS 60 FEET E OF CATTLE GUARD AND 40 FEET N
 GL0610'OF CENTER LINE OF AIRPORT ROAD.
 GL0610
 GL0610                          STATION RECOVERY (1978)
 GL0610
 GL0610'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 GL0610'STATION MARK RECOVERED IN GOOD CONDITION.  REFERENCE MARKS 1 AND 2
 GL0610'WERE NOT FOUND.  TWO NEW REFERENCE MARKS, 3 AND 4 WERE ESTABLISHED AT
 GL0610'THIS TIME.  LOCATION OF AND ROUTE TO STATION IS STILL ADEQUATE.
 GL0610' 
 GL0610'STATION IS A STANDARD DISK STAMPED--CLAYTONAIR 1945--, SET IN TOP OF A
 GL0610'ROUND CONCRETE MONUMENT PROJECTING 2 INCHES, 83.4 FT (25.4 M)
 GL0610'SOUTHWEST OF THE SOUTHWEST CORNER OF AN OLD AIRPORT HANGER, 80 FT
 GL0610'(24.4 M) EAST OF A NORTH-SOUTH GRAVELED ROAD, 61 FT (18.6 M) NORTHEAST
 GL0610'OF THE CENTER OF A METAL CATTLE GUARD, 36 FT (11.0 M) NORTH OF CENTER
 GL0610'OF A SURFACED AIRPORT ROAD.
 GL0610' 
 GL0610'REFERENCE MARK 3 IS A STANDARD DISK STAMPED--CLATONAIR 1945 NO 3
 GL0610'1978--, SET IN TOP OF A ROUND CONCRETE MONUMENT PROJECTING 3 INCHES,
 GL0610'40 FT (12.2 M) EAST OF CENTER OF THE NORTH-SOUTH GRAVELED ROAD, 39 FT
 GL0610'(11.9 M) EAST NORTHEAST OF THE METAL CATTLE GUARD, 13.2 FT (4.0 M)
 GL0610'EAST OF A NORTH-SOUTH FENCE LINE.
 GL0610' 
 GL0610'REFERENCE MARK 4 IS A STANDARD DISK STAMPED--CLAYTONAIR 1945 NO 4
 GL0610'1978--, SET IN TOP OF A ROUND CONCRETE MONUMENT PROJECTING 6 INCHES,
 GL0610'59.4 FT (18.1 M) WEST SOUTHWEST OF THE SOUTHWEST CORNER OF THE OLD
 GL0610'METAL AIRPORT BUILDING, 42 FT (12.8 M) EAST OF THE NORTH-WEST FENCE
 GL0610'LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1463 ***********************************************************************
 GL1463  DESIGNATION -  CLAYTON C AND C COMMUN CO TWR
 GL1463  PID         -  GL1463
 GL1463  STATE/COUNTY-  NM/UNION
 GL1463  USGS QUAD   -  CLAYTON (1970)
 GL1463
 GL1463                         *CURRENT SURVEY CONTROL
 GL1463  ___________________________________________________________________
 GL1463* NAD 83(1992)-  36 27 29.37841(N)    103 11 19.84691(W)     ADJUSTED  
 GL1463* NAVD 88     -                                                        
 GL1463  ___________________________________________________________________
 GL1463  LAPLACE CORR-          -6.73  (seconds)                    DEFLEC99
 GL1463  GEOID HEIGHT-         -22.02  (meters)                     GEOID03
 GL1463
 GL1463  HORZ ORDER  -  THIRD
 GL1463
 GL1463.The horizontal coordinates were established by classical geodetic methods
 GL1463.and adjusted by the National Geodetic Survey in December 1993..
 GL1463
 GL1463
 GL1463.The Laplace correction was computed from DEFLEC99 derived deflections.
 GL1463
 GL1463.The geoid height was determined by GEOID03.
 GL1463
 GL1463;                    North         East     Units Scale Factor Converg.
 GL1463;SPC NM E     -   605,961.185   267,583.681   MT  1.00003870   +0 40 48.6
 GL1463;SPC NM E     - 1,988,057.65    877,897.46   sFT  1.00003870   +0 40 48.6
 GL1463;UTM  13      - 4,036,291.683   662,293.575   MT  0.99992452   +1 04 35.4
 GL1463
 GL1463                          SUPERSEDED SURVEY CONTROL
 GL1463
 GL1463  NAD 83(1986)-  36 27 29.38976(N)    103 11 19.84051(W) AD(       ) 4
 GL1463  NAD 27      -  36 27 29.29591(N)    103 11 18.06854(W) AD(       ) 3
 GL1463
 GL1463.Superseded values are not recommended for survey control.
 GL1463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1463.See file dsdata.txt to determine how the superseded data were derived.
 GL1463
 GL1463_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA6229436292(NAD 83)
 GL1463_MARKER: 43 = RADIO/TV TOWER
 GL1463_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GL1463+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2004
 GL1463
 GL1463  HISTORY     - Date     Condition        Report By
 GL1463  HISTORY     - 1970     FIRST OBSERVED   USGS
 GL1463  HISTORY     - 20040822 GOOD             USPSQD
 GL1463
 GL1463                          STATION DESCRIPTION
 GL1463
 GL1463'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (RDS)
 GL1463'STATION IS LOCATED AT THE NORTH EDGE OF CLAYTON, NEW MEXICO.
 GL1463'APPROXIMATELY 200 FEET EAST OF CENTER OF STATE HIGHWAY 18
 GL1463'OVERPASS OVER RAILROAD, AND APPROXIMATELY 150 FEET WEST OF
 GL1463'STATE HIGHWAY 370.
 GL1463'
 GL1463'STATION MARK IS CENTER OF CLEARANCE LIGHT MOUNTED ON TOP OF A
 GL1463'380 FOOT STEEL TOWER.
 GL1463'
 GL1463'OBSERVED FROM STATIONS GRIMES 1935 USC AND GS, CLAY 1922
 GL1463'USC AND GS, AND USGS STATION SOUTH ET 1970.
 GL1463
 GL1463                          STATION RECOVERY (2004)
 GL1463
 GL1463'RECOVERY NOTE BY US POWER SQUADRON 2004 (KFJ)
 GL1463'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1430 ***********************************************************************
 GL1430  DESIGNATION -  CLAYTON EAST BASE
 GL1430  PID         -  GL1430
 GL1430  STATE/COUNTY-  NM/UNION
 GL1430  USGS QUAD   -  ATENCIO (1972)
 GL1430
 GL1430                         *CURRENT SURVEY CONTROL
 GL1430  ___________________________________________________________________
 GL1430* NAD 83(1992)-  36 47 44.23753(N)    103 11 50.31205(W)     ADJUSTED  
 GL1430* NAVD 88     -      1601.7    (meters)    5255.     (feet)  VERTCON   
 GL1430  ___________________________________________________________________
 GL1430  LAPLACE CORR-          -6.62  (seconds)                    DEFLEC99
 GL1430  GEOID HEIGHT-         -21.76  (meters)                     GEOID03
 GL1430
 GL1430  HORZ ORDER  -  FIRST
 GL1430
 GL1430.The horizontal coordinates were established by classical geodetic methods
 GL1430.and adjusted by the National Geodetic Survey in December 1993..
 GL1430
 GL1430.The NAVD 88 height was computed by applying the VERTCON shift value to
 GL1430.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GL1430
 GL1430.The Laplace correction was computed from DEFLEC99 derived deflections.
 GL1430
 GL1430.The geoid height was determined by GEOID03.
 GL1430
 GL1430;                    North         East     Units Scale Factor Converg.
 GL1430;SPC NM E     -   643,399.206   266,382.109   MT  1.00003568   +0 40 49.8
 GL1430;SPC NM E     - 2,110,885.56    873,955.30   sFT  1.00003568   +0 40 49.8
 GL1430;UTM  13      - 4,073,716.131   660,832.204   MT  0.99991868   +1 04 47.9
 GL1430
 GL1430!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GL1430!SPC NM E     -   0.99975212  x   1.00003568  =   0.99978779
 GL1430!UTM  13      -   0.99975212  x   0.99991868  =   0.99967082
 GL1430
 GL1430|---------------------------------------------------------------------|
 GL1430| PID    Reference Object                     Distance      Geod. Az  |
 GL1430|                                                           dddmmss.s |
 GL1430| CM7810 CLAYTON EAST BASE RM 2               10.060 METERS 03241     |
 GL1430| GL1429 T30N R35E SEC 33 SE COR             APPROX. 1.4 KM 2215650.4 |
 GL1430| CM7809 CLAYTON EAST BASE RM 1               11.130 METERS 29845     |
 GL1430|---------------------------------------------------------------------|
 GL1430
 GL1430                          SUPERSEDED SURVEY CONTROL
 GL1430
 GL1430  NAD 83(1992)-  36 47 44.24804(N)    103 11 50.30700(W) AD(       ) 1
 GL1430  NAD 83(1986)-  36 47 44.24785(N)    103 11 50.30717(W) AD(       ) 1
 GL1430  NAD 27      -  36 47 44.16000(N)    103 11 48.53000(W) AD(       ) 1
 GL1430  NGVD 29 (07/19/86) 1600.9    (m)         5252.     (f) VERT ANG       
 GL1430
 GL1430.Superseded values are not recommended for survey control.
 GL1430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1430.See file dsdata.txt to determine how the superseded data were derived.
 GL1430
 GL1430_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA6083273716(NAD 83)
 GL1430_MARKER: DS = TRIANGULATION STATION DISK
 GL1430_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL1430
 GL1430  HISTORY     - Date     Condition        Report By
 GL1430  HISTORY     - 1922     MONUMENTED       CGS
 GL1430  HISTORY     - 1963     GOOD             CGS
 GL1430
 GL1430                          STATION DESCRIPTION
 GL1430
 GL1430'DESCRIBED BY COAST AND GEODETIC SURVEY 1922 (CMD)
 GL1430'ABOUT 24 MILES NORTH OF CLAYTON, 6 MILES EAST AND 2 MILES NORTH OF
 GL1430'CUATES POST OFFICE, NEAR THE WESTERN END OF A LEVEL-TOPPED KNOLL
 GL1430'AT THE WESTERN SIDE OF SEC. 27, T. 30 N., R. 35 E., ON LAND OWNED
 GL1430'BY ORVILLE MOULDER, 1/4 MILE NORTH-NORTHEAST OF A STONE HOUSE,
 GL1430'50 METERS (164 FEET) BACK FROM THE BROW OF THE HILL, AND ON LINE
 GL1430'WITH MOUNT DORA AND THE STONE HOUSE.  THE STATION MARK IS A
 GL1430'STANDARD DISK SET IN CONCRETE.  THE
 GL1430'UNDERGROUND MARK IS A STANDARD DISK SET IN BEDROCK.
 GL1430'THE REFERENCE MARK, A STANDARD DISK SET IN
 GL1430'CONCRETE, IS ON THE NORTH AND SOUTH
 GL1430'FENCE LINE ON THE WEST OF THE SECTION, DIRECTLY ON LINE WITH
 GL1430'CLAYTON WEST BASE AND 150.425 METERS (493.52 FEET) FROM THE
 GL1430'STATION.  ELEVATION--1,600.9 METERS (5,252 FEET).
 GL1430
 GL1430                          STATION RECOVERY (1963)
 GL1430
 GL1430'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CKP)
 GL1430'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 GL1430'IN GOOD CONDITION.  A NEW DESCRIPTION ON HOW TO REACH THE STATION
 GL1430'FOLLOWS.
 GL1430'
 GL1430'TO REACH THE STATION FROM THE POST OFFICE IN CLAYTON, GO NORTH ON
 GL1430'U.S. HIGHWAY 87 FOR 0.4 MILE.  TAKE THE RIGHT FORK, STRAIGHT AHEAD
 GL1430'ON STATE ROAD 370 FOR 9.5 MILES TO A SIDE ROAD, LEFT TO CLAYTON
 GL1430'LAKE.  KEEP STRAIGHT AHEAD ON THE STATE ROAD FOR 14.5 MILES TO A
 GL1430'POINT WHERE THE STATE ROAD ANGLES TO THE LEFT.  KEEP STRAIGHT
 GL1430'AHEAD ON A TRACK ROAD FOR 0.25 MILE TO A CATTLE GUARD AT A
 GL1430'FENCE CORNER.  TURN RIGHT, PASS OVER THE CATTLE GUARD AND GO EAST
 GL1430'FOR 2.7 MILES.  TURN LEFT AT THE T-INTERSECTION AND GO NORTH ON
 GL1430'THE TRACK ROAD FOR 1.0 MILE.  TURN RIGHT AT THE
 GL1430'T-INTERSECTION AND GO EAST FOR 1.7 MILES TO A WIRE GATE AND A
 GL1430'SIDE ROAD, RIGHT.  PASS THROUGH THE GATE AND CONTINUE EAST
 GL1430'FOR 1.1 MILES.  PASS THROUGH THE GATE, TURN LEFT, PASS
 GL1430'THROUGH A SECOND WIRE GATE AND GO NORTH ON A TRACK ROAD FOR
 GL1430'0.25 MILE TO THE TOP OF THE LOW RIDGE.  TURN 90 DEGREES TO
 GL1430'THE RIGHT AND GO 0.05 MILE TO THE HIGHEST POINT OF THE RIDGE
 GL1430'AND THE STATION.  THE AZIMUTH MARK WAS NOT SEARCHED FOR.
 GL1430'THIS STATION WAS VISITED BY ASTRONOMIC PARTY C 621.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1467 ***********************************************************************
 GL1467  DESIGNATION -  CLAYTON MUNICIPAL TANK
 GL1467  PID         -  GL1467
 GL1467  STATE/COUNTY-  NM/UNION
 GL1467  USGS QUAD   -  CLAYTON (1970)
 GL1467
 GL1467                         *CURRENT SURVEY CONTROL
 GL1467  ___________________________________________________________________
 GL1467* NAD 83(1992)-  36 26 48.89102(N)    103 11 03.63526(W)     ADJUSTED  
 GL1467* NAVD 88     -      1542.     (meters)    5059.     (feet)  SCALED    
 GL1467  ___________________________________________________________________
 GL1467  LAPLACE CORR-          -6.65  (seconds)                    DEFLEC99
 GL1467  GEOID HEIGHT-         -22.06  (meters)                     GEOID03
 GL1467
 GL1467  HORZ ORDER  -  SECOND
 GL1467
 GL1467.The horizontal coordinates were established by classical geodetic methods
 GL1467.and adjusted by the National Geodetic Survey in December 1993..
 GL1467
 GL1467.The orthometric height was scaled from a topographic map.
 GL1467
 GL1467.The Laplace correction was computed from DEFLEC99 derived deflections.
 GL1467
 GL1467.The geoid height was determined by GEOID03.
 GL1467
 GL1467;                    North         East     Units Scale Factor Converg.
 GL1467;SPC NM E     -   604,718.030   268,002.206   MT  1.00003976   +0 40 57.5
 GL1467;SPC NM E     - 1,983,979.07    879,270.57   sFT  1.00003976   +0 40 57.5
 GL1467;SPC TX N     - 1,272,756.466    48,991.314   MT  1.00007214   -0 58 34.1
 GL1467;SPC TX N     - 4,175,701.84    160,732.34   sFT  1.00007214   -0 58 34.1
 GL1467;SPC OK N     -   172,947.096   135,452.844   MT  0.99995727   -3 03 34.3
 GL1467;SPC OK N     -   567,410.60    444,398.21   sFT  0.99995727   -3 03 34.3
 GL1467;UTM  13      - 4,035,051.594   662,720.640   MT  0.99992623   +1 04 44.0
 GL1467
 GL1467!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GL1467!SPC NM E     -   0.99976156  x   1.00003976  =   0.99980131
 GL1467!SPC TX N     -   0.99976156  x   1.00007214  =   0.99983368
 GL1467!SPC OK N     -   0.99976156  x   0.99995727  =   0.99971884
 GL1467!UTM  13      -   0.99976156  x   0.99992623  =   0.99968780
 GL1467
 GL1467                          SUPERSEDED SURVEY CONTROL
 GL1467
 GL1467  NAD 83(1986)-  36 26 48.90310(N)    103 11 03.63063(W) AD(       ) 2
 GL1467  NAD 27      -  36 26 48.81400(N)    103 11 01.85700(W) AD(       ) 2
 GL1467
 GL1467.Superseded values are not recommended for survey control.
 GL1467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1467.See file dsdata.txt to determine how the superseded data were derived.
 GL1467
 GL1467_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA6272135052(NAD 83)
 GL1467_MARKER: 53 = ELEVATED TANK
 GL1467_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GL1467+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2004
 GL1467
 GL1467  HISTORY     - Date     Condition        Report By
 GL1467  HISTORY     - 1931     FIRST OBSERVED   CGS
 GL1467  HISTORY     - 1959     GOOD             CGS
 GL1467  HISTORY     - 1966     GOOD             USGS
 GL1467  HISTORY     - 1971     GOOD             USAF
 GL1467  HISTORY     - 20040806 GOOD             USPSQD
 GL1467  HISTORY     - 20040822 MARK NOT FOUND   USPSQD
 GL1467
 GL1467                          STATION DESCRIPTION
 GL1467
 GL1467'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (JCL)
 GL1467'THE STATION IS THE BALL ATOP THE ELEVATED STEEL WATER TANK
 GL1467'AT THE CLAYTON WATER, GAS, AND ELECTRIC PLANT NEAR THE RAILROAD
 GL1467'IN CLAYTON.  IT IS THE ONLY ELEVATED TANK IN TOWN.
 GL1467
 GL1467                          STATION RECOVERY (1966)
 GL1467
 GL1467'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 GL1467'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 GL1467
 GL1467                          STATION RECOVERY (1971)
 GL1467
 GL1467'RECOVERY NOTE BY US AIR FORCE 1971
 GL1467'STATION RECOVERED IN GOOD CONDITION, 1959 DESCRIPTION ADEQUATE.
 GL1467
 GL1467                          STATION RECOVERY (2004)
 GL1467
 GL1467'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 GL1467'RECOVERED IN GOOD CONDITION.
 GL1467
 GL1467                          STATION RECOVERY (2004)
 GL1467
 GL1467'RECOVERY NOTE BY US POWER SQUADRON 2004 (KFJ)
 GL1467'TOWER IS DISMANTLED.  TANK IS ON THE GROUND.  A STANDPIPE APPROX 15 FT
 GL1467'IN DIAMETER AND 90 FT TALL, WITH A BLUE PORCELAIN FINISH, HAS BEEN
 GL1467'BUILT WITHIN THE FOUNDATION BLOCKS OF THE OLD TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1464 ***********************************************************************
 GL1464  DESIGNATION -  CLAYTON RADIO STATION KLMX TWR
 GL1464  PID         -  GL1464
 GL1464  STATE/COUNTY-  NM/UNION
 GL1464  USGS QUAD   -  CLAYTON (1970)
 GL1464
 GL1464                         *CURRENT SURVEY CONTROL
 GL1464  ___________________________________________________________________
 GL1464* NAD 83(1992)-  36 26 33.73320(N)    103 11 30.33590(W)     ADJUSTED  
 GL1464* NAVD 88     -                                                        
 GL1464  ___________________________________________________________________
 GL1464  LAPLACE CORR-          -6.65  (seconds)                    DEFLEC99
 GL1464  GEOID HEIGHT-         -22.04  (meters)                     GEOID03
 GL1464
 GL1464  HORZ ORDER  -  THIRD
 GL1464
 GL1464.The horizontal coordinates were established by classical geodetic methods
 GL1464.and adjusted by the National Geodetic Survey in December 1993..
 GL1464
 GL1464
 GL1464.The Laplace correction was computed from DEFLEC99 derived deflections.
 GL1464
 GL1464.The geoid height was determined by GEOID03.
 GL1464
 GL1464;                    North         East     Units Scale Factor Converg.
 GL1464;SPC NM E     -   604,242.920   267,342.821   MT  1.00003810   +0 40 41.4
 GL1464;SPC NM E     - 1,982,420.31    877,107.24   sFT  1.00003810   +0 40 41.4
 GL1464;UTM  13      - 4,034,571.991   662,064.631   MT  0.99992361   +1 04 27.7
 GL1464
 GL1464                          SUPERSEDED SURVEY CONTROL
 GL1464
 GL1464  NAD 83(1986)-  36 26 33.74416(N)    103 11 30.32989(W) AD(       ) 4
 GL1464  NAD 27      -  36 26 33.64903(N)    103 11 28.55952(W) AD(       ) 3
 GL1464
 GL1464.Superseded values are not recommended for survey control.
 GL1464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1464.See file dsdata.txt to determine how the superseded data were derived.
 GL1464
 GL1464_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA6206534572(NAD 83)
 GL1464_MARKER: 43 = RADIO/TV TOWER
 GL1464_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GL1464+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2004
 GL1464
 GL1464  HISTORY     - Date     Condition        Report By
 GL1464  HISTORY     - 1970     FIRST OBSERVED   USGS
 GL1464  HISTORY     - 20040822 GOOD             USPSQD
 GL1464
 GL1464                          STATION DESCRIPTION
 GL1464
 GL1464'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (RDS)
 GL1464'STATION IS LOCATED IN THE SOUTHWEST PART OF CLAYTON, NEW
 GL1464'MEXICO, NEAR THE COUNTY FAIR GROUND, APPROXIMATELY 400 FEET
 GL1464'SOUTHWEST OF KLMX RADIO STUDIO.
 GL1464'
 GL1464'STATION MARK IS CENTER OF CLEARANCE LIGHT MOUNTED ON TOP OF A
 GL1464'380 FOOT STEEL TOWER.
 GL1464'
 GL1464'OBSERVED FROM STATIONS GRIMES 1935 USC AND GS, CLAY 1922
 GL1464'USC AND GS, AND USGS STATION SOUTH ET 1970.
 GL1464
 GL1464                          STATION RECOVERY (2004)
 GL1464
 GL1464'RECOVERY NOTE BY US POWER SQUADRON 2004 (KFJ)
 GL1464'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1466 ***********************************************************************
 GL1466  DESIGNATION -  CLAYTON TV CABLE CO TOWER
 GL1466  PID         -  GL1466
 GL1466  STATE/COUNTY-  NM/UNION
 GL1466  USGS QUAD   -  CLAYTON (1970)
 GL1466
 GL1466                         *CURRENT SURVEY CONTROL
 GL1466  ___________________________________________________________________
 GL1466* NAD 83(1992)-  36 26 28.34787(N)    103 10 59.22756(W)     ADJUSTED  
 GL1466* NAVD 88     -                                                        
 GL1466  ___________________________________________________________________
 GL1466  LAPLACE CORR-          -6.61  (seconds)                    DEFLEC99
 GL1466  GEOID HEIGHT-         -22.07  (meters)                     GEOID03
 GL1466
 GL1466  HORZ ORDER  -  THIRD
 GL1466
 GL1466.The horizontal coordinates were established by classical geodetic methods
 GL1466.and adjusted by the National Geodetic Survey in December 1993..
 GL1466
 GL1466
 GL1466.The Laplace correction was computed from DEFLEC99 derived deflections.
 GL1466
 GL1466.The geoid height was determined by GEOID03.
 GL1466
 GL1466;                    North         East     Units Scale Factor Converg.
 GL1466;SPC NM E     -   604,086.132   268,119.522   MT  1.00004006   +0 40 59.8
 GL1466;SPC NM E     - 1,981,905.92    879,655.47   sFT  1.00004006   +0 40 59.8
 GL1466;UTM  13      - 4,034,420.594   662,842.308   MT  0.99992672   +1 04 46.1
 GL1466
 GL1466                          SUPERSEDED SURVEY CONTROL
 GL1466
 GL1466  NAD 83(1986)-  36 26 28.35888(N)    103 10 59.22116(W) AD(       ) 4
 GL1466  NAD 27      -  36 26 28.26404(N)    103 10 57.45171(W) AD(       ) 3
 GL1466
 GL1466.Superseded values are not recommended for survey control.
 GL1466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1466.See file dsdata.txt to determine how the superseded data were derived.
 GL1466
 GL1466_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA6284234421(NAD 83)
 GL1466_MARKER: 43 = RADIO/TV TOWER
 GL1466_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GL1466+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2004
 GL1466
 GL1466  HISTORY     - Date     Condition        Report By
 GL1466  HISTORY     - 1970     FIRST OBSERVED   USGS
 GL1466  HISTORY     - 20040822 GOOD             USPSQD
 GL1466
 GL1466                          STATION DESCRIPTION
 GL1466
 GL1466'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (RDS)
 GL1466'STATION IS LOCATED NEAR SOUTH EDGE OF CLAYTON, NEW MEXICO,
 GL1466'APPROXIMATELY 350 FEET WEST OF STATE HIGHWAY 18.
 GL1466'
 GL1466'STATION MARK IS CENTER OF CLEARANCE LIGHT MOUNTED ON TOP
 GL1466'OF A 450 FOOT STEEL TOWER.
 GL1466'
 GL1466'OBSERVED FROM STATIONS GRIMES 1935 USC AND GS, CLAY 1912
 GL1466'USC AND GS, AND USGS STATION SOUTH ET 1970.
 GL1466
 GL1466                          STATION RECOVERY (2004)
 GL1466
 GL1466'RECOVERY NOTE BY US POWER SQUADRON 2004 (KFJ)
 GL1466'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0496 ***********************************************************************
 GL0496  DESIGNATION -  CLAYTON WEST BASE
 GL0496  PID         -  GL0496
 GL0496  STATE/COUNTY-  NM/UNION
 GL0496  USGS QUAD   -  CUATES SCHOOL (1972)
 GL0496
 GL0496                         *CURRENT SURVEY CONTROL
 GL0496  ___________________________________________________________________
 GL0496* NAD 83(1992)-  36 46 02.94834(N)    103 19 14.29185(W)     ADJUSTED  
 GL0496* NAVD 88     -      1653.509  (meters)    5424.89   (feet)  ADJUSTED  
 GL0496  ___________________________________________________________________
 GL0496  LAPLACE CORR-          -6.67  (seconds)                    DEFLEC99
 GL0496  GEOID HEIGHT-         -21.28  (meters)                     GEOID03
 GL0496  DYNAMIC HT  -        1651.564 (meters)    5418.51  (feet)  COMP
 GL0496  MODELED GRAV-     979,396.3   (mgal)                       NAVD 88
 GL0496
 GL0496  HORZ ORDER  -  SECOND
 GL0496  VERT ORDER  -  SECOND    CLASS 0
 GL0496
 GL0496.The horizontal coordinates were established by classical geodetic methods
 GL0496.and adjusted by the National Geodetic Survey in December 1993..
 GL0496
 GL0496.The orthometric height was determined by differential leveling
 GL0496.and adjusted by the National Geodetic Survey in June 1991..
 GL0496
 GL0496.The Laplace correction was computed from DEFLEC99 derived deflections.
 GL0496
 GL0496.The geoid height was determined by GEOID03.
 GL0496
 GL0496.The dynamic height is computed by dividing the NAVD 88
 GL0496.geopotential number by the normal gravity value computed on the
 GL0496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0496.degrees latitude (g = 980.6199 gals.).
 GL0496
 GL0496.The modeled gravity was interpolated from observed gravity values.
 GL0496
 GL0496;                    North         East     Units Scale Factor Converg.
 GL0496;SPC NM E     -   640,153.380   255,408.686   MT  1.00000976   +0 36 22.4
 GL0496;SPC NM E     - 2,100,236.55    837,953.33   sFT  1.00000976   +0 36 22.4
 GL0496;UTM  13      - 4,070,394.318   649,883.038   MT  0.99987677   +1 00 19.4
 GL0496
 GL0496!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GL0496!SPC NM E     -   0.99974391  x   1.00000976  =   0.99975367
 GL0496!UTM  13      -   0.99974391  x   0.99987677  =   0.99962071
 GL0496
 GL0496:                Primary Azimuth Mark                     Grid Az
 GL0496:SPC NM E     -  L 272                                    071 38 17.9
 GL0496:UTM  13      -  L 272                                    071 14 20.9
 GL0496
 GL0496|---------------------------------------------------------------------|
 GL0496| PID    Reference Object                     Distance      Geod. Az  |
 GL0496|                                                           dddmmss.s |
 GL0496| GL0497 L 272                                              0721440.3 |
 GL0496| CM7811 CLAYTON WEST BASE RM                 39.550 METERS 08950     |
 GL0496| CM7813 CLAYTON WEST BASE RM 3                5.663 METERS 11901     |
 GL0496| CM7812 CLAYTON WEST BASE RM 2                7.291 METERS 21404     |
 GL0496|---------------------------------------------------------------------|
 GL0496
 GL0496                          SUPERSEDED SURVEY CONTROL
 GL0496
 GL0496  NAD 83(1992)-  36 46 02.95873(N)    103 19 14.28672(W) AD(       ) 2
 GL0496  NAD 83(1986)-  36 46 02.95847(N)    103 19 14.28690(W) AD(       ) 2
 GL0496  NAD 27      -  36 46 02.86900(N)    103 19 12.49600(W) AD(       ) 2
 GL0496  NGVD 29 (??/??/92) 1652.715  (m)         5422.28   (f) ADJ UNCH    2 0
 GL0496
 GL0496.Superseded values are not recommended for survey control.
 GL0496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0496.See file dsdata.txt to determine how the superseded data were derived.
 GL0496
 GL0496_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA4988370394(NAD 83)
 GL0496_MARKER: DS = TRIANGULATION STATION DISK
 GL0496_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0496_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0496_STAMPING: WEST BASE 1922
 GL0496_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0496+STABILITY: SURFACE MOTION
 GL0496
 GL0496  HISTORY     - Date     Condition        Report By
 GL0496  HISTORY     - 1922     MONUMENTED       CGS
 GL0496  HISTORY     - 1955     SEE DESCRIPTION  CGS
 GL0496  HISTORY     - 1955     GOOD             NGS
 GL0496  HISTORY     - 1973     GOOD             NGS
 GL0496
 GL0496                          STATION DESCRIPTION
 GL0496
 GL0496'DESCRIBED BY COAST AND GEODETIC SURVEY 1922 (CMD)
 GL0496'ABOUT 23 MILES NORTH-NORTHWEST OF CLAYTON, 1/4 MILE SOUTH OF CUATES
 GL0496'POST OFFICE, ON THE HIGHEST POINT AND WESTERN END OF A RIDGE AT
 GL0496'THE WESTERN HALF OF SEC. 9, T. 29 N., R. 34 E., AND ON LAND
 GL0496'BELONGING TO THE FIRST NATIONAL BANK OF CLAYTON.  THE STATION,
 GL0496'UNDERGROUND AND REFERENCE MARKS ARE STANDARD DISKS SET IN
 GL0496'CONCRETE.  THE REFERENCE MARK
 GL0496'IS IN AN EAST-AND-WEST FENCE LINE, ON THE SOUTH SIDE OF THE
 GL0496'ROADWAY ALONG THE SECTION LINE NORTH OF THE STATION, AND 1,308.8
 GL0496'FEET FROM THE STATION.  T. 29
 GL0496'N., R. 34 E., SEC. 3, SOUTHWEST CORNER MAY BE USED AS AN
 GL0496'AZIMUTH MARK.  ELEVATION--1,658.3 METERS (5,441 FEET).
 GL0496
 GL0496                          STATION RECOVERY (1955)
 GL0496
 GL0496'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (HDR)
 GL0496'27.85 MILES NORTHWEST ALONG STATE ROAD 370 FROM ITS JUNCTION
 GL0496'WITH U.S. HIGHWAYS 64 AND 87 AT CLAYTON, THENCE 0.35 MILE
 GL0496'SOUTHEAST ACROSS A PASTURE, 0.35 MILE SOUTHWEST OF A FARMHOUSE,
 GL0496'0.1 MILE NORTHWEST OF A WINDMILL, 1 FOOT NORTHEAST OF A WITNESS
 GL0496'POST, A TRIANGULATION STATION DISK SET IN THE TOP OF A CONCRETE
 GL0496'POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND, STAMPED WEST
 GL0496'BASE 1922.
 GL0496'
 GL0496'CLAYTON WEST BASE R.M. WAS FOUND DESTROYED.  THE POST WAS FOUND
 GL0496'BROKEN OFF.  THE DISK WAS RECOVERED.
 GL0496
 GL0496                          STATION RECOVERY (1955)
 GL0496
 GL0496'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 GL0496'28.2 MI NW FROM CLAYTON.
 GL0496'27.85 MILES NORTHWEST ALONG STATE ROAD 370 FROM ITS JUNCTION WITH U.S.
 GL0496'HIGHWAYS 64 AND 87 AT CLAYTON, THENCE 0.35 MILE SOUTHEAST ACROSS A
 GL0496'PASTURE, 0.35 MILE SOUTHWEST OF A FARMHOUSE, 0.1 MILE NORTHWEST OF A
 GL0496'WINDMILL, 1 FOOT NORTHEAST OF A WITNESS POST, SET IN THE TOP OF A
 GL0496'CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 GL0496
 GL0496                          STATION RECOVERY (1973)
 GL0496
 GL0496'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CN)
 GL0496'THE STATION MARK WAS RECOVERED IN GOOD CONDITION.  REFERENCE MARK
 GL0496'1 WAS DESTROYED.  REFERENCE MARKS 2 AND 3 AND AN AZIMUTH MARK WERE
 GL0496'ESTABLISHED AT THIS TIME.
 GL0496'
 GL0496'THE STATION MARK IS A STANDARD DISK STAMPED, WEST BASE 1922.  IT
 GL0496'IS SET IN TOP OF A 18 X 18 INCH CONCRETE MONUMENT WHICH PROJECTS
 GL0496'ABOUT 1 FOOT.  IT IS ON TOP OF THE HIGHEST POINT OF A LOW GRASS
 GL0496'COVERED RIDGE WHICH IS 0.3 MILE SOUTH OF NEW MEXICO HIGHWAY 370.
 GL0496'THE MARK IS 2 FEET SOUTH OF A WITNESS POST.
 GL0496'
 GL0496'REFERENCE MARK 2 IS A STANDARD DISK STAMPED, WEST BASE NO 2 1922
 GL0496'1973.  IT IS SET IN TOP OF A 12 INCH CONCRETE MONUMENT WHICH
 GL0496'PROJECTS 1-1/2 INCHES.  THE MARK IS ABOUT 1 FOOT LOWER THAN THE
 GL0496'STATION AND 22 FEET SOUTH OF THE WITNESS POST.
 GL0496'
 GL0496'REFERENCE MARK 3 IS A STANDARD DISK STAMPED, WEST BASE NO 3 1922
 GL0496'1973.  IT IS SET IN TOP OF A 12 INCH CONCRETE MONUMENT WHICH
 GL0496'PROJECTS ABOUT 1 INCH.  IT IS ABOUT 1 FOOT LOWER THAN THE STATION
 GL0496'AND 18 FEET SOUTHEAST OF THE WITNESS POST.
 GL0496'
 GL0496'BM L 272 1955 IS A STANDARD BENCH MARK DISK.  IT IS SET IN TOP OF
 GL0496'A 12 INCH CONCRETE MONUMENT WHICH PROJECTS ABOUT 1 FOOT.  IT IS
 GL0496'SET AT A T-JUNCTION IN THE FENCE LINE.  34 FEET NORTH OF A CATTLE
 GL0496'GUARD, 14 FEET EAST OF A GATE POST IN THE EAST-WEST FENCE AND
 GL0496'BESIDE A WITNESS POST.
 GL0496'
 GL0496'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 64 AND NEW
 GL0496'MEXICO HIGHWAY 370 IN CLAYTON, GO NORTH ALONG 370 FOR 27 MILES TO
 GL0496'POINT WHERE THE HIGHWAY TURNS LEFT (WEST) FOR 1 MILE.  THE
 GL0496'AZIMUTH MARK IS ON THE RIGHT AS THIS POINT, CONTINUE ALONG THE
 GL0496'HIGHWAY WEST FOR 0.6 MILE TO A STONE HOUSE ON THE RIGHT (THIS
 GL0496'WAS THE CUATES POST OFFICE IN 1922).  TURN LEFT THREW A WIRE
 GL0496'GATE AND GO SOUTH ALONG A TRACK ROAD FOR 0.3 MILE TO THE TOP OF
 GL0496'THE RIDGE.  TURN RIGHT ALONG THE RIDGE FOR ABOUT 0.1 MILE TO
 GL0496'THE STATION.
 GL0496'
 GL0496'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 GL0496'
 GL0496'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--23 MILES
 GL0496'NORTH-NORTHWEST OF CLAYTON
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1539 ***********************************************************************
 GL1539  FBN         -  This is a Federal Base Network Control Station.
 GL1539  DESIGNATION -  CLAYTONAIR
 GL1539  PID         -  GL1539
 GL1539  STATE/COUNTY-  NM/UNION
 GL1539  USGS QUAD   -  CLAYTON (1970)
 GL1539
 GL1539                         *CURRENT SURVEY CONTROL
 GL1539  ___________________________________________________________________
 GL1539* NAD 83(1992)-  36 26 42.44291(N)    103 09 21.46437(W)     ADJUSTED  
 GL1539* NAVD 88     -      1514.6    (meters)    4969.     (feet)  GPS OBS   
 GL1539  ___________________________________________________________________
 GL1539  X           -  -1,169,424.499 (meters)                     COMP
 GL1539  Y           -  -5,003,160.742 (meters)                     COMP
 GL1539  Z           -   3,768,924.249 (meters)                     COMP
 GL1539  LAPLACE CORR-          -6.64  (seconds)                    DEFLEC99
 GL1539  ELLIP HEIGHT-        1492.43  (meters)          (05/26/00) GPS OBS
 GL1539  GEOID HEIGHT-         -22.17  (meters)                     GEOID03
 GL1539
 GL1539  HORZ ORDER  -  B
 GL1539  ELLP ORDER  -  SECOND    CLASS I
 GL1539
 GL1539.This mark is at Clayton Airport (CAO)
 GL1539
 GL1539.The horizontal coordinates were established by GPS observations
 GL1539.and adjusted by the National Geodetic Survey in May 1992..
 GL1539
 GL1539.The orthometric height was determined by GPS observations and a
 GL1539.high-resolution geoid model.
 GL1539
 GL1539.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GL1539
 GL1539.The Laplace correction was computed from DEFLEC99 derived deflections.
 GL1539
 GL1539.The ellipsoidal height was determined by GPS observations
 GL1539.and is referenced to NAD 83.
 GL1539
 GL1539.The geoid height was determined by GEOID03.
 GL1539
 GL1539;                    North         East     Units Scale Factor Converg.
 GL1539;SPC NM E     -   604,549.968   270,548.959   MT  1.00004631   +0 41 58.1
 GL1539;SPC NM E     - 1,983,427.69    887,626.04   sFT  1.00004631   +0 41 58.1
 GL1539;UTM  13      - 4,034,901.165   665,268.210   MT  0.99993653   +1 05 44.5
 GL1539
 GL1539!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GL1539!SPC NM E     -   0.99976583  x   1.00004631  =   0.99981213
 GL1539!UTM  13      -   0.99976583  x   0.99993653  =   0.99970238
 GL1539
 GL1539                          SUPERSEDED SURVEY CONTROL
 GL1539
 GL1539  ELLIP H (05/09/94) 1492.43   (m)                       GP(       ) 4 2
 GL1539  ELLIP H (12/21/93) 1492.43   (m)                       GP(       ) 4 1
 GL1539  NAD 83(1986)-  36 26 42.44986(N)    103 09 21.46422(W) AD(       ) 3
 GL1539  ELLIP H (05/26/92) 1492.43   (m)                       GP(       ) 4 1
 GL1539  NGVD 29 (06/11/92) 1513.8    (m)         4967.     (f) GPS OBS        
 GL1539
 GL1539.Superseded values are not recommended for survey control.
 GL1539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1539.See file dsdata.txt to determine how the superseded data were derived.
 GL1539
 GL1539_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA6526834901(NAD 83)
 GL1539_MARKER: I = METAL ROD
 GL1539_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 GL1539+WITH SETTING: INFORMATION.
 GL1539_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 GL1539_STAMPING: CLAYTONAIR 1987
 GL1539_MARK LOGO: NGS   
 GL1539_PROJECTION: RECESSED 5 CENTIMETERS
 GL1539_MAGNETIC: N = NO MAGNETIC MATERIAL
 GL1539_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GL1539_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GL1539+SATELLITE: SATELLITE OBSERVATIONS - June 16, 2005
 GL1539_ROD/PIPE-DEPTH: 11.9 meters
 GL1539_SLEEVE-DEPTH  : 0.9 meters
 GL1539
 GL1539  HISTORY     - Date     Condition        Report By
 GL1539  HISTORY     - 1987     MONUMENTED       USFS
 GL1539  HISTORY     - 19891017 GOOD
 GL1539  HISTORY     - 19911220 GOOD             NGS
 GL1539  HISTORY     - 19920109 GOOD
 GL1539  HISTORY     - 19930511 GOOD             NGS
 GL1539  HISTORY     - 19981216 GOOD             NGS
 GL1539  HISTORY     - 19991109 GOOD             NGS
 GL1539  HISTORY     - 20000306 GOOD             TXDOT
 GL1539  HISTORY     - 20050616 GOOD             INDIV
 GL1539
 GL1539                          STATION DESCRIPTION
 GL1539
 GL1539'DESCRIBED BY US FOREST SERVICE 1987
 GL1539'STATION IS LOCATED 1.94 KM (1.21 MI) SOUTH OF THE TOWN OF CLAYTON,
 GL1539'0.64 KM (0.40 MI) SOUTH OF THE JUNCTION OF HIGHWAY 64 AND 538.
 GL1539'OWNERSHIP-----TOWN OF CLAYTON.
 GL1539'TO REACH FROM THE POST OFFICE AT FRONT AND WALNUT STREETS IN CLAYTON
 GL1539'GO EAST FOR 0.16 KM (0.10 MI) ON WALNUT STREET TO THE INTERSECTION OF
 GL1539'SOUTH FIRST STREET (US HIGHWAY 57), TURN RIGHT AND GO SOUTH FOR 0.24
 GL1539'KM (0.15 MI) 0N FIRST STREET TO ITS INTERSECTION WITH CEDAR STREET,
 GL1539'TURN LEFT AND GO EAST FOR 0.97 KM (0.60 MI) ON CEDAR STREET TO ITS
 GL1539'INTERSECTION WITH STATE ROUTE 538 (WEST AVENUE), CEDAR AND WATER
 GL1539'STREETS, GO NORTHEAST 0.89 KM (0.55 MI) ON WATER STREET TO THE
 GL1539'NORTHWEST CORNER OF CLAYTON GOLF CLUB AND A RIGHT TURN IN WATER
 GL1539'STREET, CONTINUE EAST FOR 0.73 KM (0.45 MI) ON WATER STREET TO THE
 GL1539'AIRPORT TERMINAL BUILDING TRAFFIC CIRCLE, TURN RIGHT SOUTHEAST AND GO
 GL1539'0.08 KM (0.05 MI) INTO THE CITY RECREATION AREA AND A Y
 GL1539'INTERSECTION, GO NORTHEAST 91 M (298.6 FT) EAST OF THE TERMINAL
 GL1539'BUILDING TO THE STATION.
 GL1539'THE STATION IS A PUNCH MARK IN TOP OF A STAINLESS STEEL ROD DRIVEN TO
 GL1539'A DEPTH OF 11.9 M, INSIDE A GREASE FILLED SLEEVE EXTENDING TO A DEPTH
 GL1539'OF 0.9 M, ENCASED IN A 5-INCH PVC PIPE WITH AN NGS LOGO CAP
 GL1539'STAMPED--- CLAYTONAIR 1987 ---, SET 5 CM BELOW GROUND LEVEL.
 GL1539'STATION IS 128 M (419.9 FT) SOUTH SOUTHEAST FROM THE SOUTHWEST CORNER
 GL1539'OF THE TERMINAL BUILDING, 135.6 M (444.9 FT) FROM THE AIRPORT BEACON
 GL1539'LIGHT, 122.97 M (403.44 FT) WEST FROM THE AIRPORT WINDSOCK, 64 M
 GL1539'(210.0 FT) EAST FROM THE EAST EDGE OF THE GRAVEL ROAD, 46.48 M
 GL1539'(152.49 FT) NORTHWEST FROM THE EDGE OF TAXIWAY,WITNESS POSTS ARE SET
 GL1539'1.52 M (4.99 FT) SOUTH, WEST AND EAST OF STATION.
 GL1539
 GL1539                          STATION RECOVERY (1989)
 GL1539
 GL1539'RECOVERED 1989
 GL1539'RECOVERED IN GOOD CONDITION.
 GL1539
 GL1539                          STATION RECOVERY (1991)
 GL1539
 GL1539'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 GL1539'STATION IS LOCATED 1.94 KM (1.21 MI) SOUTH OF THE TOWN OF CLAYTON,
 GL1539'0.64 KM (0.40 MI) SOUTH OF THE JUNCTION OF HIGHWAY 64 AND 538.
 GL1539'OWNERSHIP--TOWN OF CLAYTON, CLAYTON, NM.  AIRPORT MANAGER IS JOE DE
 GL1539'HERRERA, OFFICE PHONE 505-374-9873, HOME 374-9661.
 GL1539'TO REACH FROM THE POST OFFICE AT FRONT AND WALNUT STREETS IN CLAYTON,
 GL1539'GO EAST ON WALNUT STREET FOR 0.16 KM (0.10 MI) TO THE INTERSECTION OF
 GL1539'SOUTH FIRST STREET (U.S. HIGHWAY 87). TURN RIGHT, SOUTH, ON SOUTH
 GL1539'FIRST STREET FOR 0.24 KM (0.15 MI) TO THE INTERSECTION WITH CEDAR
 GL1539'STREET. TURN LEFT, EAST, ON CEDAR STREET FOR 0.97 KM (0.60 MI) TO THE
 GL1539'INTERSECTION WITH STATE ROUTE 538 (WEST AVENUE) AND WATER STREET.
 GL1539'BEAR LEFT AND GO NORTHEAST ON WATER STREET FOR 0.89 KM (0.55 MI) TO
 GL1539'THE NORTHWEST CORNER OF CLAYTON GOLF CLUB AND A RIGHT TURN IN WATER
 GL1539'STREET. CONTINUE EAST ON PAVED ROAD FOR 0.73 KM (0.45 MI) TO THE
 GL1539'AIRPORT TERMINAL BUILDING TRAFFIC CIRCLE. TURN RIGHT, SOUTHEAST, FOR
 GL1539'0.08 KM (0.05 MI) INTO THE CITY RECREATION AREA TO A Y-INTERSECTION.
 GL1539'GO NORTHEAST 91 M (298.6 FT) EAST OF THE TERMINAL BUILDING TO THE
 GL1539'STATION.
 GL1539'STATION MARK IS A PUNCH MARK TOP CENTER OF A STAINLESS STEEL ROD IN A
 GL1539'2.5 CM GREASE FILLED PVC SLEEVE 90 CM LONG ENCASED IN A 12.7 CM PVC
 GL1539'PIPE WITH LOGO CAP SURROUNDED BY CONCRETE RECESSED 5 CM BELOW GROUND
 GL1539'LEVEL. IT IS 128.0 M (419.9 FT) SOUTH-SOUTHEAST FROM THE SOUTHWEST
 GL1539'CORNER OF THE TERMINAL BUILDING, 135.6 M (444.9 FT) FROM THE AIRPORT
 GL1539'BEACON LIGHT, 122.97 M (403.44 FT) WEST FROM THE AIRPORT WINDSOCK,
 GL1539'64.0 M (210.0 FT) EAST FROM THE EAST EDGE OF THE GRAVEL ROAD, 46.48 M
 GL1539'(152.49 FT) NORTHWEST FROM THE EDGE OF TAXIWAY, FIBERGLASS WITNESS
 GL1539'POSTS ARE SET 1.52 M (4.99 FT) SOUTH, WEST AND EAST OF STATION.
 GL1539
 GL1539                          STATION RECOVERY (1992)
 GL1539
 GL1539'RECOVERED 1992
 GL1539'RECOVERED IN GOOD CONDITION.
 GL1539
 GL1539                          STATION RECOVERY (1993)
 GL1539
 GL1539'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 GL1539'STATION IS LOCATED ABOUT 1.9 KM (1.20 MI) SOUTH OF CLAYTON, AT THE
 GL1539'CLAYTON MUNICIPAL AIRPORT.  OWNERSHIP--TOWN OF CLAYTON, NM. AIRPORT
 GL1539'MANAGER IS JOE DE HERRERA, 1 CHESTNUT STREET, CLAYTON, NM 88415.
 GL1539'OFFICE PHONE 505-374-9873, HOME 374-9661.
 GL1539'TO REACH FROM THE POST OFFICE AT FRONT AND WALNUT STREETS IN CLAYTON,
 GL1539'GO EAST ON WALNUT STREET FOR 0.16 KM (0.10 MI) TO THE INTERSECTION OF
 GL1539'SOUTH FIRST STREET (U.S. HIGHWAY 87).  TURN RIGHT, SOUTH, ON SOUTH
 GL1539'FIRST STREET FOR 0.24 KM (0.15 MI) TO THE INTERSECTION WITH CEDAR
 GL1539'STREET.  TURN LEFT, EAST, ON CEDAR STREET FOR 0.97 KM (0.60 MI) TO
 GL1539'THE INTERSECTION OF STATE HIGHWAY 538 (WEST AVENUE) AND WATER STREET.
 GL1539'CONTINUE STRAIGHT AHEAD, NORTHEAST, ON WATER STREET FOR 0.89 KM
 GL1539'(0.55 MI) TO THE NORTHWEST CORNER OF CLAYTON GOLF CLUB AND A RIGHT
 GL1539'TURN IN WATER STREET.  CONTINUE EAST ON PAVED ROAD FOR 0.73 KM
 GL1539'(0.45 MI) TO THE AIRPORT TERMINAL BUILDING TRAFFIC CIRCLE.  TURN
 GL1539'RIGHT, SOUTHEAST, FOR 0.08 KM (0.05 MI) INTO THE CITY RECREATION AREA
 GL1539'TO A Y-INTERSECTION. GO NORTHEAST 91 M (298.6 FT) EAST OF THE
 GL1539'TERMINAL BUILDING TO THE STATION.
 GL1539'STATION MARK IS A PUNCH MARK TOP CENTER OF A STAINLESS STEEL ROD IN A
 GL1539'2.5 CM GREASE FILLED PVC SLEEVE 90 CM LONG ENCASED IN A 12.7 CM PVC
 GL1539'PIPE WITH LOGO CAP SURROUNDED BY CONCRETE RECESSED 5 CM BELOW GROUND
 GL1539'LEVEL.  IT IS 128.0 M (419.9 FT) SOUTH-SOUTHEAST FROM THE SOUTHWEST
 GL1539'CORNER OF THE TERMINAL BUILDING, 135.6 M (444.9 FT) SOUTHEAST FROM
 GL1539'THE AIRPORT BEACON LIGHT, 123.0 M (403.5 FT) WEST FROM THE AIRPORT
 GL1539'WINDSOCK, 64.0 M (210.0 FT) EAST FROM THE EAST EDGE OF THE GRAVEL
 GL1539'ROAD, 46.5 M (152.6 FT) NORTHWEST FROM THE EDGE OF THE TAXIWAY,
 GL1539'FIBERGLASS WITNESS POSTS ARE SET 1.52 M (4.99 FT) SOUTH, WEST AND
 GL1539'EAST OF STATION.
 GL1539
 GL1539                          STATION RECOVERY (1998)
 GL1539
 GL1539'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (WAS)
 GL1539'THE STATION IS LOCATED ABOUT 1.2 MI (1.9 KM) SOUTH OF CLAYTON, AT THE
 GL1539'CLAYTON MUNICIPAL AIRPORT.  OWNERSHIP--TOWN OF CLAYTON, CLAYTON
 GL1539'MUNCIPAL AIRPORT, MANAGER - JOE DE HERRERA, TELEPHONE 505-374-9873 OR
 GL1539'505-374-9661 (AFTER HOURS), 1 CHESTNUT STREET, CLAYTON NM 88415.  TO
 GL1539'REACH THE STATION FROM THE INTERSECTION OF US HIGHWAYS 64, 87, 56 AND
 GL1539'STATE HIGHWAY 402 IN DOWNTOWN CLAYTON, GO SOUTHEAST ON HIGHWAY 87
 GL1539'(SOUTH FIRST STREET) FOR 0.3 MI (0.5 KM) TO THE INTERSECTION WITH
 GL1539'CEDAR STREET.  TURN LEFT, EAST ON CEDAR STREET AND GO 0.6 MI (1.0 KM)
 GL1539'TO THE INTERSECTION WITH STATE HIGHWAY 538 (WEST AVENUE) AND WATER
 GL1539'STREET.  CONTINUE STRAIGHT AHEAD, NORTHEAST, ON WATER STREET FOR 0.55
 GL1539'MI (0.89 KM) TO THE NORTHWEST CORNER OF CLAYTON GOLF CLUB AND A CURVE
 GL1539'RIGHT IN WATER STREET.  CONTINUE EAST FOR 0.45 MI (0.72 KM) TO THE
 GL1539'AIRPORT TERMINAL BUILDING TRAFFIC CIRCLE.  TURN RIGHT AND PROCEED
 GL1539'ALONG THE SOUTH SIDE OF THE TERMINAL TO A GATE (WHICH MAY BE LOCKED)
 GL1539'AT THE SOUTHEAST CORNER OF THE TERMINAL.  PASS THROUGH THE GATE IN THE
 GL1539'CHAIN LINK FENCE AND TURN RIGHT, SOUTH, IMMEDIATELY.  CONTINUE SOUTH
 GL1539'ALONG THE FENCE LINE FOR 70 M (229.7 FT) TO AN ANGLE POINT IN THE
 GL1539'FENCE.  CONTINUE SOUTHWEST ALONG THE FENCE LINE FOR 40 M (131.2 FT) TO
 GL1539'THE STATION.  THE STATION IS A PUNCH MARK ON TOP OF A STAINLESS STEEL
 GL1539'ROD THAT IS ACCESSED THROUGH AN ALUMINUM LOGO CAP. LOCATED 39.3 M
 GL1539'(128.9 FT) SOUTH-SOUTHWEST FROM AN ANGLE POINT IN A CHAIN LINK FENCE,
 GL1539'7.0 M (23.0 FT) SOUTHEAST OF A CHAIN LINK FENCE, 46.0 M (150.9 FT)
 GL1539'NORTHWEST OF THE CENTERLINE OF A TAXIWAY, 123 M (403.5 FT) WEST OF A
 GL1539'WINDSOCK AND IN THE CENTER OF AND 1.5 M (4.9 FT) FROM THREE FIBERGLASS
 GL1539'WITNESS POSTS.
 GL1539
 GL1539                          STATION RECOVERY (1999)
 GL1539
 GL1539'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (CSM)
 GL1539'RECOVERED AS DESCRIBED.
 GL1539
 GL1539                          STATION RECOVERY (2000)
 GL1539
 GL1539'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 2000 (WEH)
 GL1539'GOOD CONDITION.
 GL1539
 GL1539                          STATION RECOVERY (2005)
 GL1539
 GL1539'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (BHI)
 GL1539'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH3852 ***********************************************************************
 DH3852  CORS        -  This is a GPS Continuously Operating Reference Station.
 DH3852  DESIGNATION -  CLAYTONARP_NM2005 CORS ARP
 DH3852  CORS_ID     -  P039
 DH3852  PID         -  DH3852
 DH3852  STATE/COUNTY-  NM/UNION
 DH3852  USGS QUAD   -  CLAYTON (1970)
 DH3852
 DH3852                         *CURRENT SURVEY CONTROL
 DH3852  ___________________________________________________________________
 DH3852* NAD 83(CORS)-  36 26 53.18756(N)    103 09 14.19442(W)     ADJUSTED  
 DH3852* NAVD 88     -                                                        
 DH3852  ___________________________________________________________________
 DH3852  EPOCH DATE  -        2002.00
 DH3852  X           -  -1,169,203.766 (meters)                     COMP
 DH3852  Y           -  -5,003,012.003 (meters)                     COMP
 DH3852  Z           -   3,769,192.006 (meters)                     COMP
 DH3852  ELLIP HEIGHT-        1494.58  (meters)          (06/??/05) GPS OBS
 DH3852  GEOID HEIGHT-         -22.17  (meters)                     GEOID03
 DH3852
 DH3852  HORZ ORDER  -  SPECIAL (CORS)
 DH3852  ELLP ORDER  -  SPECIAL (CORS)
 DH3852
 DH3852.ITRF positions are available for this station.
 DH3852.The coordinates were established by GPS observations
 DH3852.and adjusted by the National Geodetic Survey in June 2005..
 DH3852.The coordinates are valid at the epoch date displayed above.
 DH3852.The epoch date for horizontal control is a decimal equivalence
 DH3852.of Year/Month/Day.
 DH3852
 DH3852
 DH3852.The PID for the CORS L1 Phase Center is DH3853.
 DH3852
 DH3852.The XYZ, and position/ellipsoidal ht. are equivalent.
 DH3852
 DH3852.The ellipsoidal height was determined by GPS observations
 DH3852.and is referenced to NAD 83.
 DH3852
 DH3852.The geoid height was determined by GEOID03.
 DH3852
 DH3852;                    North         East     Units Scale Factor Converg.
 DH3852;SPC NM E     -   604,883.367   270,725.954   MT  1.00004677   +0 42 02.6
 DH3852;SPC NM E     - 1,984,521.51    888,206.73   sFT  1.00004677   +0 42 02.6
 DH3852
 DH3852!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3852!SPC NM E     -   0.99976549  x   1.00004677  =   0.99981225
 DH3852
 DH3852                          SUPERSEDED SURVEY CONTROL
 DH3852
 DH3852.No superseded survey control is available for this station.
 DH3852
 DH3852_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA6544335236(NAD 83)
 DH3852_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DH3852
 DH3852                          STATION DESCRIPTION
 DH3852
 DH3852'DESCRIBED BY NATIONAL GEODETIC SURVEY 2005
 DH3852'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DH3852'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DH3852'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DH3852'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DH3852'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH3853 ***********************************************************************
 DH3853  CORS        -  This is a GPS Continuously Operating Reference Station.
 DH3853  DESIGNATION -  CLAYTONARP_NM2005 CORS L1 PHASE CENTER
 DH3853  CORS_ID     -  P039
 DH3853  PID         -  DH3853
 DH3853  STATE/COUNTY-  NM/UNION
 DH3853  USGS QUAD   -  CLAYTON (1970)
 DH3853
 DH3853                         *CURRENT SURVEY CONTROL
 DH3853  ___________________________________________________________________
 DH3853* NAD 83(CORS)-  36 26 53.18760(N)    103 09 14.19440(W)     ADJUSTED  
 DH3853* NAVD 88     -                                                        
 DH3853  ___________________________________________________________________
 DH3853  EPOCH DATE  -        2002.00
 DH3853  X           -  -1,169,203.785 (meters)                     COMP
 DH3853  Y           -  -5,003,012.089 (meters)                     COMP
 DH3853  Z           -   3,769,192.072 (meters)                     COMP
 DH3853  ELLIP HEIGHT-        1494.69  (meters)          (06/??/05) GPS OBS
 DH3853  GEOID HEIGHT-         -22.17  (meters)                     GEOID03
 DH3853
 DH3853  HORZ ORDER  -  SPECIAL (CORS)
 DH3853  ELLP ORDER  -  SPECIAL (CORS)
 DH3853
 DH3853.ITRF positions are available for this station.
 DH3853.The coordinates were established by GPS observations
 DH3853.and adjusted by the National Geodetic Survey in June 2005..
 DH3853.The coordinates are valid at the epoch date displayed above.
 DH3853.The epoch date for horizontal control is a decimal equivalence
 DH3853.of Year/Month/Day.
 DH3853
 DH3853
 DH3853.The PID for the CORS ARP is DH3852.
 DH3853
 DH3853.The XYZ, and position/ellipsoidal ht. are equivalent.
 DH3853
 DH3853.The ellipsoidal height was determined by GPS observations
 DH3853.and is referenced to NAD 83.
 DH3853
 DH3853.The geoid height was determined by GEOID03.
 DH3853
 DH3853;                    North         East     Units Scale Factor Converg.
 DH3853;SPC NM E     -   604,883.368   270,725.955   MT  1.00004677   +0 42 02.6
 DH3853;SPC NM E     - 1,984,521.52    888,206.74   sFT  1.00004677   +0 42 02.6
 DH3853
 DH3853!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3853!SPC NM E     -   0.99976548  x   1.00004677  =   0.99981223
 DH3853
 DH3853                          SUPERSEDED SURVEY CONTROL
 DH3853
 DH3853.No superseded survey control is available for this station.
 DH3853
 DH3853_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA6544335236(NAD 83)
 DH3853_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DH3853
 DH3853                          STATION DESCRIPTION
 DH3853
 DH3853'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DH3853'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DH3853'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DH3853'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DH3853'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DH3853'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH3854 ***********************************************************************
 DH3854  DESIGNATION -  CLAYTONARP_NM2005 GRP
 DH3854  PID         -  DH3854
 DH3854  STATE/COUNTY-  NM/UNION
 DH3854  USGS QUAD   -  CLAYTON (1970)
 DH3854
 DH3854                         *CURRENT SURVEY CONTROL
 DH3854  ___________________________________________________________________
 DH3854* NAD 83(CORS)-  36 26 53.18756(N)    103 09 14.19442(W)     ADJUSTED  
 DH3854* NAVD 88     -                                                        
 DH3854  ___________________________________________________________________
 DH3854  EPOCH DATE  -        2002.00
 DH3854  X           -  -1,169,203.764 (meters)                     COMP
 DH3854  Y           -  -5,003,011.995 (meters)                     COMP
 DH3854  Z           -   3,769,192.000 (meters)                     COMP
 DH3854  LAPLACE CORR-          -6.65  (seconds)                    DEFLEC99
 DH3854  ELLIP HEIGHT-        1494.57  (meters)          (06/??/05) GPS OBS
 DH3854  GEOID HEIGHT-         -22.17  (meters)                     GEOID03
 DH3854
 DH3854  HORZ ORDER  -  A
 DH3854  ELLP ORDER  -  FOURTH    CLASS I
 DH3854
 DH3854.ITRF positions are available for this station.
 DH3854.The horizontal coordinates were established by GPS observations
 DH3854.and adjusted by the National Geodetic Survey in June 2005..
 DH3854.The horizontal coordinates are valid at the epoch date displayed above.
 DH3854.The epoch date for horizontal control is a decimal equivalence
 DH3854.of Year/Month/Day.
 DH3854
 DH3854
 DH3854.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH3854
 DH3854.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH3854
 DH3854.The ellipsoidal height was determined by GPS observations
 DH3854.and is referenced to NAD 83.
 DH3854
 DH3854.The geoid height was determined by GEOID03.
 DH3854
 DH3854;                    North         East     Units Scale Factor Converg.
 DH3854;SPC NM E     -   604,883.367   270,725.954   MT  1.00004677   +0 42 02.6
 DH3854;SPC NM E     - 1,984,521.51    888,206.73   sFT  1.00004677   +0 42 02.6
 DH3854;UTM  13      - 4,035,235.743   665,442.876   MT  0.99993724   +1 05 49.1
 DH3854
 DH3854!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3854!SPC NM E     -   0.99976549  x   1.00004677  =   0.99981225
 DH3854!UTM  13      -   0.99976549  x   0.99993724  =   0.99970275
 DH3854
 DH3854                          SUPERSEDED SURVEY CONTROL
 DH3854
 DH3854.No superseded survey control is available for this station.
 DH3854
 DH3854_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA6544335236(NAD 83)
 DH3854_STAMPING: UNKNOWN
 DH3854'THIS MONUMENT IS ASSOCIATED WITH CORS SITE 'P039'
 DH3854'LATEST INFORMATION INCLUDING POSITIONS AND VELOCITIES
 DH3854'ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DH3854'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DH3854'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DH3854'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
 DH3854'
 DH3854' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0792 ***********************************************************************
 GM0792  DESIGNATION -  CLEAR
 GM0792  PID         -  GM0792
 GM0792  STATE/COUNTY-  NM/COLFAX
 GM0792  USGS QUAD   -  GARCIA PEAK (1994)
 GM0792
 GM0792                         *CURRENT SURVEY CONTROL
 GM0792  ___________________________________________________________________
 GM0792* NAD 83(1992)-  36 28 35.85502(N)    105 09 34.02455(W)     ADJUSTED  
 GM0792* NAVD 88     -      3578.9    (meters)   11742.     (feet)  VERTCON   
 GM0792  ___________________________________________________________________
 GM0792  LAPLACE CORR-          -3.12  (seconds)                    DEFLEC99
 GM0792  GEOID HEIGHT-         -16.86  (meters)                     GEOID03
 GM0792
 GM0792  HORZ ORDER  -  SECOND
 GM0792
 GM0792.The horizontal coordinates were established by classical geodetic methods
 GM0792.and adjusted by the National Geodetic Survey in December 1993..
 GM0792
 GM0792.The NAVD 88 height was computed by applying the VERTCON shift value to
 GM0792.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GM0792
 GM0792.The Laplace correction was computed from DEFLEC99 derived deflections.
 GM0792
 GM0792.The geoid height was determined by GEOID03.
 GM0792
 GM0792;                    North         East     Units Scale Factor Converg.
 GM0792;SPC NM E     -   607,718.512    90,970.918   MT  0.99997659   -0 29 28.1
 GM0792;SPC NM E     - 1,993,823.15    298,460.42   sFT  0.99997659   -0 29 28.1
 GM0792;SPC NM C     -   607,948.636   597,724.791   MT  1.00001763   +0 38 54.2
 GM0792;SPC NM C     - 1,994,578.15  1,961,035.42   sFT  1.00001763   +0 38 54.2
 GM0792;UTM  13      - 4,036,827.212   485,716.004   MT  0.99960251   -0 05 41.3
 GM0792
 GM0792!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GM0792!SPC NM E     -   0.99944128  x   0.99997659  =   0.99941788
 GM0792!SPC NM C     -   0.99944128  x   1.00001763  =   0.99945890
 GM0792!UTM  13      -   0.99944128  x   0.99960251  =   0.99904401
 GM0792
 GM0792|---------------------------------------------------------------------|
 GM0792| PID    Reference Object                     Distance      Geod. Az  |
 GM0792|                                                           dddmmss.s |
 GM0792| CM7816 CLEAR RM 1                           15.134 METERS 14254     |
 GM0792| CM7817 CLEAR RM 2                           11.370 METERS 22307     |
 GM0792| GM0793 CLEAR CREEK                         169.997 METERS 33914     |
 GM0792| GM0775 BALDY MTN                           APPROX.17.7 KM 3440935.1 |
 GM0792|---------------------------------------------------------------------|
 GM0792
 GM0792                          SUPERSEDED SURVEY CONTROL
 GM0792
 GM0792  NAD 83(1986)-  36 28 35.86261(N)    105 09 34.02683(W) AD(       ) 2
 GM0792  NAD 27      -  36 28 35.73881(N)    105 09 32.00835(W) AD(       ) 2
 GM0792  NGVD 29 (07/19/86) 3577.6    (m)        11738.     (f) VERT ANG       
 GM0792
 GM0792.Superseded values are not recommended for survey control.
 GM0792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0792.See file dsdata.txt to determine how the superseded data were derived.
 GM0792
 GM0792_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDA8571636827(NAD 83)
 GM0792_MARKER: DS = TRIANGULATION STATION DISK
 GM0792_SETTING: 80 = SET IN A BOULDER
 GM0792_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 GM0792
 GM0792  HISTORY     - Date     Condition        Report By
 GM0792  HISTORY     - 1961     MONUMENTED       CGS
 GM0792
 GM0792                          STATION DESCRIPTION
 GM0792
 GM0792'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 GM0792'THE STATION IS ON THE SUMMIT OF CLEAR CREEK MOUNTAIN WHICH
 GM0792'IS APPROXIMATELY 14 MILES WEST OF CIMARRON, 8 MILES SOUTHEAST
 GM0792'OF EAGLE NEST AND ON PROPERTY OF THE KIT CARSON NATIONAL
 GM0792'FOREST.
 GM0792'
 GM0792'TO REACH THE STATION FROM THE POST OFFICE IN EAGLE NEST, GO
 GM0792'EAST ON U.S. HIGHWAY 64 FOR 3.05 MILES TO A SIDE ROAD RIGHT
 GM0792'AT A SIGN CIMARRON CANYON WILDLIFE AREA ON THE RIGHT.  TURN
 GM0792'RIGHT, SOUTH, ON THE GRAVEL ROAD FOR 0.15 MILE TO A SIDE ROAD
 GM0792'ON THE LEFT AT A CABIN STRAIGHT AHEAD.  TURN LEFT, NORTHERLY
 GM0792'AND THEN SOUTHERLY, ON THE MAIN GRAVEL ROAD, UPHILL, FOR 1.5
 GM0792'MILES TO AN OLD LOGGING ROAD ON THE LEFT.  CONTINUE STRAIGHT
 GM0792'AHEAD, SOUTHERLY, ON THE MAIN GRAVEL ROAD FOR 3.8 MILES TO AN
 GM0792'OLD LOGGING ROAD ON THE LEFT.  CONTINUE STRAIGHT AHEAD,
 GM0792'SOUTHERLY, ON THE MAIN ROAD FOR 0.6 MILE TO A ROAD FORK IN AN
 GM0792'OPEN AREA AND A CABIN ON THE RIGHT.  CONTINUE STRAIGHT
 GM0792'AHEAD, LEFT FORK, AND GO SOUTHERLY ON THE MAIN ROAD FOR
 GM0792'2.1 MILES TO A TRIPLE FORK.  BEAR LEFT OFF THE MAIN ROAD
 GM0792'AND GO EASTERLY AND NORTHERLY ON AN OLD LOGGING ROAD FOR
 GM0792'0.35 MILE TO A ROAD FORK.  BEAR LEFT, NORTHWESTERLY, ON A
 GM0792'LOGGING ROAD FOR 0.05 MILE TO A ROAD FORK.  BEAR RIGHT,
 GM0792'NORTHERLY, ON THE LOGGING ROAD FOR 0.3 MILE TO A ROAD
 GM0792'FORK.  BEAR LEFT FOR APPROXIMATELY 100 FEET TO ANOTHER ROAD
 GM0792'FORK.  BEAR LEFT, NORTHEASTERLY, ON THE LOGGING ROAD FOR
 GM0792'0.1 MILE TO A 8-INCH PINE TREE WITH A TRIANGLE BLAZE ON THE
 GM0792'LEFT AND THE END OF TRUCK TRAVEL.  (NOTE--THE TRAIL LEADING TO THE
 GM0792'STATION CROSSES THE ROAD AT THIS POINT) FROM HERE
 GM0792'PACK EASTERLY ON A GOOD TRAIL, MARKED BY BLAZES AND
 GM0792'SPOTS OF BLUE PAINT ON THE TREES, FOR APPROXIMATELY 20
 GM0792'MINUTES TO THE TOP OF A LOW RIDGE.  CONTINUE ON THE TRAIL
 GM0792'SOUTHEASTERLY FOR APPROXIMATELY 40 MINUTES TO THE TOP OF A
 GM0792'LOW HILL WHERE A FENCE CROSSES THE TOP OF THE HILL.  CONTINUE
 GM0792'EASTERLY AND SOUTHERLY ON THE TRAIL FOR APPROXIMATELY 20
 GM0792'MINUTES TO THE HIGHEST PART OF THE HILL AND THE STATION.
 GM0792'PACKING TIME IS APPROXIMATELY 1-1/2 HOUR.  NOTE--THERE ARE A
 GM0792'NUMBER OF ROCK CAIRNS ON THE TOP OF THE HILL AND THE STATION
 GM0792'IS NEAR THE EAST CAIRN ON THE HILL.
 GM0792'
 GM0792'STATION MARK IS A STANDARD DISK, STAMPED CLEAR 1961, CEMENTED
 GM0792'IN A DRILL HOLE IN A 3 FOOT BY 3 FOOT BOULDER WHICH PROJECTS
 GM0792'4 INCHES.  IT IS 20 FEET NORTHEAST OF THE CENTER OF A BULLETIN
 GM0792'BOARD, 13 FEET SOUTHEAST OF A ROCK CAIRN AND 11.5 FEET SOUTH
 GM0792'OF THE TRAIL.
 GM0792'
 GM0792'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED CLEAR NO 1 1961,
 GM0792'IS CEMENTED IN A DRILL HOLE IN A BOULDER WHICH IS FLUSH WITH
 GM0792'THE SURFACE OF THE GROUND.  IT IS 42 FEET EAST OF THE BULLETIN
 GM0792'BOARD, 35.5 FEET SOUTH OF THE TRAIL, ON THE SOUTH SLOPE OF THE
 GM0792'HILL AND APPROXIMATELY 2 FEET LOWER IN ELEVATION THAN THE
 GM0792'STATION.
 GM0792'
 GM0792'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED CLEAR NO 2 1961,
 GM0792'IS CEMENTED IN A DRILL HOLE IN A 3 FOOT BY 1 FOOT BOULDER
 GM0792'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 30 FEET
 GM0792'SOUTHWEST OF THE BULLETIN BOARD, ON THE SOUTH SLOPE OF THE
 GM0792'HILL AND APPROXIMATELY 2 FEET LOWER IN ELEVATION THAN THE
 GM0792'STATION.
 GM0792'
 GM0792'CLEAR CREEK (USGS), IS A U.S. GEOLOGICAL SURVEY BENCH MARK
 GM0792'DISK, STAMPED CLEAR CREEK 1954, CEMENTED IN A DRILL HOLE
 GM0792'IN A 2 FOOT BY 1 FOOT BOULDER WHICH PROJECTS 12 INCHES.  IT
 GM0792'IS 15 FEET NORTHEAST OF WHERE THE TRAIL TURNS TO THE SOUTH
 GM0792'AND ON THE NORTH EDGE OF THE RIDGE APPROXIMATELY 25 FEET
 GM0792'LOWER IN ELEVATION THAN THE HIGHEST PART OF THE HILL.
 GM0792'
 GM0792'NOTE--REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0793 ***********************************************************************
 GM0793  DESIGNATION -  CLEAR CREEK
 GM0793  PID         -  GM0793
 GM0793  STATE/COUNTY-  NM/COLFAX
 GM0793  USGS QUAD   -  GARCIA PEAK (1994)
 GM0793
 GM0793                         *CURRENT SURVEY CONTROL
 GM0793  ___________________________________________________________________
 GM0793* NAD 83(1992)-  36 28 41.01144(N)    105 09 36.44675(W)     ADJUSTED  
 GM0793* NAVD 88     -      3570.9    (meters)   11716.     (feet)  VERTCON   
 GM0793  ___________________________________________________________________
 GM0793  LAPLACE CORR-          -2.98  (seconds)                    DEFLEC99
 GM0793  GEOID HEIGHT-         -16.86  (meters)                     GEOID03
 GM0793
 GM0793  HORZ ORDER  -  SECOND
 GM0793
 GM0793.The horizontal coordinates were established by classical geodetic methods
 GM0793.and adjusted by the National Geodetic Survey in December 1993..
 GM0793
 GM0793.The NAVD 88 height was computed by applying the VERTCON shift value to
 GM0793.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GM0793
 GM0793.The Laplace correction was computed from DEFLEC99 derived deflections.
 GM0793
 GM0793.The geoid height was determined by GEOID03.
 GM0793
 GM0793;                    North         East     Units Scale Factor Converg.
 GM0793;SPC NM E     -   607,877.963    90,911.987   MT  0.99997670   -0 29 29.6
 GM0793;SPC NM E     - 1,994,346.28    298,267.08   sFT  0.99997670   -0 29 29.6
 GM0793;SPC NM C     -   608,106.890   597,662.699   MT  1.00001748   +0 38 52.8
 GM0793;SPC NM C     - 1,995,097.35  1,960,831.70   sFT  1.00001748   +0 38 52.8
 GM0793;UTM  13      - 4,036,986.192   485,655.994   MT  0.99960253   -0 05 42.7
 GM0793
 GM0793!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GM0793!SPC NM E     -   0.99944253  x   0.99997670  =   0.99941924
 GM0793!SPC NM C     -   0.99944253  x   1.00001748  =   0.99946000
 GM0793!UTM  13      -   0.99944253  x   0.99960253  =   0.99904528
 GM0793
 GM0793:                Primary Azimuth Mark                     Grid Az
 GM0793:SPC NM E     -  TOUCH                                    343 25 47.8
 GM0793:SPC NM C     -  TOUCH                                    342 17 25.4
 GM0793:UTM  13      -  TOUCH                                    343 02 00.9
 GM0793
 GM0793|---------------------------------------------------------------------|
 GM0793| PID    Reference Object                     Distance      Geod. Az  |
 GM0793|                                                           dddmmss.s |
 GM0793| GM0774 TOUCH                               APPROX.11.9 KM 3425618.2 |
 GM0793|---------------------------------------------------------------------|
 GM0793
 GM0793                          SUPERSEDED SURVEY CONTROL
 GM0793
 GM0793  NAD 83(1986)-  36 28 41.01900(N)    105 09 36.44902(W) AD(       ) 2
 GM0793  NAD 27      -  36 28 40.89534(N)    105 09 34.43048(W) AD(       ) 2
 GM0793  NGVD 29 (07/19/86) 3569.6    (m)        11711.     (f) VERT ANG       
 GM0793
 GM0793.Superseded values are not recommended for survey control.
 GM0793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0793.See file dsdata.txt to determine how the superseded data were derived.
 GM0793
 GM0793_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDA8565636986(NAD 83)
 GM0793_MARKER: DB = BENCH MARK DISK
 GM0793_SETTING: 80 = SET IN A BOULDER
 GM0793_SP_SET: SET IN DRILL HOLE IN A BOULDER
 GM0793_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GM0793+STABILITY: SURFACE MOTION
 GM0793
 GM0793  HISTORY     - Date     Condition        Report By
 GM0793  HISTORY     - 1961     MONUMENTED       USGS
 GM0793  HISTORY     - 1961     GOOD             NGS
 GM0793
 GM0793                          STATION DESCRIPTION
 GM0793
 GM0793'DESCRIBED BY US GEOLOGICAL SURVEY 1961 (HWK)
 GM0793'THE STATION IS ON THE NORTH END OF A RIDGE APPROXIMATELY 550
 GM0793'FEET NORTH OF THE HIGHEST PART OF CLEAR CREEK MOUNTAIN WHICH
 GM0793'IS APPROXIMATELY 14 MILES WEST OF CIMARRON AND 8 MILES SOUTHEAST
 GM0793'OF EAGLE NEST.
 GM0793'
 GM0793'A SHORT SUB-TENSE WAS RUN AND THE DISTANCE FROM TRIANGULATION
 GM0793'STATION CLEAR TO CLEAR CREEK (USGS) WAS COMPUTED, DISTANCE
 GM0793'BEING 557.73 FEET (169.996 METERS) NORTH OF STATION CLEAR.
 GM0793'
 GM0793'THE MARK IS A U.S. GEOLOGICAL SURVEY BENCH MARK DISK, STAMPED
 GM0793'CLEAR CREEK 1954, CEMENTED IN A DRILL HOLE IN A 2 BY 1 FOOT
 GM0793'BOULDER WHICH PROJECTS 12 INCHES.
 GM0793
 GM0793                          STATION RECOVERY (1961)
 GM0793
 GM0793'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 GM0793'STATION MARK--STANDARD USGS TABLET SET IN DRILL HOLE IN BOULDER,
 GM0793'STAMPED ---CLEAR CREEK 1954---.
 GM0793'
 GM0793'REFERENCE MARK NO. 1--CHISELED CROSS ON ROCK OUTCROP, 26.25 FT. FROM
 GM0793'STATION, S 53 DEG 25 MIN W.
 GM0793'
 GM0793'REFERENCE MARK NO. 2--DRILL HOLE IN ROCK OUTCROP, 31.95 FT. FROM
 GM0793'STATION, N 04 DEG 24 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1593 ***********************************************************************
 CX1593  DESIGNATION -  CLEM
 CX1593  PID         -  CX1593
 CX1593  STATE/COUNTY-  NM/OTERO
 CX1593  USGS QUAD   -  WHITE SANDS NE (1955)
 CX1593
 CX1593                         *CURRENT SURVEY CONTROL
 CX1593  ___________________________________________________________________
 CX1593* NAD 83(1992)-  32 24 52.56794(N)    106 18 19.02510(W)     ADJUSTED  
 CX1593* NAVD 88     -      1230.58   (+/-2cm)    4037.3    (feet)  VERTCON   
 CX1593  ___________________________________________________________________
 CX1593  LAPLACE CORR-           2.37  (seconds)                    DEFLEC99
 CX1593  GEOID HEIGHT-         -23.64  (meters)                     GEOID03
 CX1593
 CX1593  HORZ ORDER  -  FIRST
 CX1593  VERT ORDER  -  THIRD ? (See Below)
 CX1593
 CX1593.The horizontal coordinates were established by classical geodetic methods
 CX1593.and adjusted by the National Geodetic Survey in December 1993..
 CX1593
 CX1593.The NAVD 88 height was computed by applying the VERTCON shift value to
 CX1593.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CX1593.The vertical order pertains to the NGVD 29 superseded value.
 CX1593
 CX1593.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1593
 CX1593.The geoid height was determined by GEOID03.
 CX1593
 CX1593;                    North         East     Units Scale Factor Converg.
 CX1593;SPC NM C     -   156,839.194   494,800.134   MT  0.99990033   -0 01 46.7
 CX1593;SPC NM C     -   514,563.26  1,623,356.77   sFT  0.99990033   -0 01 46.7
 CX1593;UTM  13      - 3,587,142.233   377,262.345   MT  0.99978577   -0 41 59.2
 CX1593
 CX1593!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1593!SPC NM C     -   0.99981053  x   0.99990033  =   0.99971088
 CX1593!UTM  13      -   0.99981053  x   0.99978577  =   0.99959634
 CX1593
 CX1593:                Primary Azimuth Mark                     Grid Az
 CX1593:SPC NM C     -  TWO BUTTES                               027 32 14.2
 CX1593:UTM  13      -  TWO BUTTES                               028 12 26.7
 CX1593
 CX1593|---------------------------------------------------------------------|
 CX1593| PID    Reference Object                     Distance      Geod. Az  |
 CX1593|                                                           dddmmss.s |
 CX1593| CX0247 TWO BUTTES                          APPROX.36.2 KM 0273027.5 |
 CX1593| CC7158 CLEM RM 1                            21.341 METERS 13501     |
 CX1593| CC7159 CLEM RM 2                            19.668 METERS 22518     |
 CX1593|---------------------------------------------------------------------|
 CX1593
 CX1593                          SUPERSEDED SURVEY CONTROL
 CX1593
 CX1593  NAD 83(1986)-  32 24 52.57436(N)    106 18 19.02388(W) AD(       ) 1
 CX1593  NAD 27      -  32 24 52.23704(N)    106 18 17.05881(W) AD(       ) 1
 CX1593  NGVD 29 (07/19/86) 1229.98   (m)         4035.4    (f) LEVELING    3  
 CX1593
 CX1593.Superseded values are not recommended for survey control.
 CX1593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1593.See file dsdata.txt to determine how the superseded data were derived.
 CX1593
 CX1593_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR7726287142(NAD 83)
 CX1593_MARKER: DS = TRIANGULATION STATION DISK
 CX1593_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX1593
 CX1593  HISTORY     - Date     Condition        Report By
 CX1593  HISTORY     - 1968     MONUMENTED       CGS
 CX1593
 CX1593                          STATION DESCRIPTION
 CX1593
 CX1593'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JCC)
 CX1593'THE STATION IS LOCATED ON A DIRT MOUND APPROXIMATELY 11 MILES EAST
 CX1593'OF WHITE SANDS MISSILE RANGE HEADQUARTERS AND ABOUT 1 MILE NORTH
 CX1593'OF WSMR ROUTE 2.
 CX1593'
 CX1593'TO REACH THE STATION FROM WHITE SANDS MISSILE RANGE HEADQUARTERS,
 CX1593'GO 10.9 MILES EAST ON NIKE AVENUE (WSMR ROUTE 2) TO A PAVED ROAD ON
 CX1593'THE LEFT.  TURN LEFT AND GO 0.9 MILE NORTH ON A Y FORK.  TAKE RIGHT
 CX1593'FORK AND GO 0.3 MILE EAST NORTHEAST TO A SMALL EARTH MOUND AND
 CX1593'STATION ON THE LEFT.
 CX1593'
 CX1593'STATION MARK, A STANDARD TRIANGULATION DISK STAMPED CLEM 1964, IS SET
 CX1593'IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 0.3
 CX1593'FOOT ABOVE THE GROUND.  IT IS ON THE NORTHWEST EDGE OF THE MOUND
 CX1593'169 FEET NORTH NORTHWEST OF THE CENTERLINE OF A PAVED ROAD, 69 FEET
 CX1593'EAST OF THE SOUTHEAST CORNER OF BUILDING NO. H4314, 45 FEET NORTH
 CX1593'NORTHEAST OF A 30 FOOT LIGHT POLE, 7 FEET SOUTH SOUTHWEST OF A METAL
 CX1593'WITNESS SIGN AND IS ABOUT 1 FOOT LOWER THAN THE ROAD.
 CX1593'
 CX1593'RM NO. 1, A STANDARD REFERENCE DISK STAMPED CLEM NO 1 1964, IS SET
 CX1593'IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 0.3
 CX1593'FOOT ABOVE THE GROUND.  IT IS ON THE SOUTHEAST EDGE OF THE MOUND,
 CX1593'122 FEET NORTH NORTHWEST OF THE CENTERLINE OF A PAVED ROAD, 79 FEET
 CX1593'EAST OF THE SOUTHEAST CORNER OF BUILDING NO. H4314, 30 FEET NORTH
 CX1593'OF A POWER POLE WITH TRANSFORMERS AND IS ABOUT THE SAME
 CX1593'ELEVATION AS THE STATION.
 CX1593'
 CX1593'RM NO. 2, A STANDARD REFERENCE DISK STAMPED CLEM NO 2 1964, IS SET
 CX1593'IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 0.3
 CX1593'FOOT ABOVE THE GROUND.  IT IS ON THE SOUTHWEST END OF THE NORTH
 CX1593'EDGE OF THE MOUND, 130 FEET NORTH OF THE CENTERLINE OF A PAVED
 CX1593'ROAD, 42.5 FEET WEST OF A 30 FOOT LIGHT POLE, 18 FEET NORTH OF THE
 CX1593'SOUTHWEST CORNER OF BUILDING NO. H4314, 14 FEET NORTHWEST OF THE
 CX1593'NORTHWEST CORNER OF BUILDING NO. H4314 AND IS ABOUT THE SAME
 CX1593'ELEVATION AS THE STATION.
 CX1593'
 CX1593'DISTANCE RM 1 TO RM 2 - 95.42 FEET 29.083M.
 CX1593'
 CX1593'HEIGHT OF LIGHT ABOVE STATION MARK 4.7 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0971 ***********************************************************************
 DR0971  DESIGNATION -  CLEMENTS
 DR0971  PID         -  DR0971
 DR0971  STATE/COUNTY-  NM/LINCOLN
 DR0971  USGS QUAD   -  DEADMAN LAKE (1963)
 DR0971
 DR0971                         *CURRENT SURVEY CONTROL
 DR0971  ___________________________________________________________________
 DR0971* NAD 83(1992)-  33 07 57.02775(N)    105 16 01.39710(W)     ADJUSTED  
 DR0971* NAVD 88     -      1944.     (meters)    6378.     (feet)  SCALED    
 DR0971  ___________________________________________________________________
 DR0971  LAPLACE CORR-          -6.73  (seconds)                    DEFLEC99
 DR0971  GEOID HEIGHT-         -20.48  (meters)                     GEOID03
 DR0971
 DR0971  HORZ ORDER  -  FIRST
 DR0971
 DR0971.The horizontal coordinates were established by classical geodetic methods
 DR0971.and adjusted by the National Geodetic Survey in December 1993..
 DR0971
 DR0971.The orthometric height was scaled from a topographic map.
 DR0971
 DR0971.The Laplace correction was computed from DEFLEC99 derived deflections.
 DR0971
 DR0971.The geoid height was determined by GEOID03.
 DR0971
 DR0971;                    North         East     Units Scale Factor Converg.
 DR0971;SPC NM C     -   236,875.948   591,714.490   MT  1.00000368   +0 32 14.3
 DR0971;SPC NM C     -   777,150.51  1,941,316.62   sFT  1.00000368   +0 32 14.3
 DR0971;UTM  13      - 3,666,008.647   475,090.179   MT  0.99960765   -0 08 45.5
 DR0971
 DR0971!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR0971!SPC NM C     -   0.99969815  x   1.00000368  =   0.99970183
 DR0971!UTM  13      -   0.99969815  x   0.99960765  =   0.99930592
 DR0971
 DR0971|---------------------------------------------------------------------|
 DR0971| PID    Reference Object                     Distance      Geod. Az  |
 DR0971|                                                           dddmmss.s |
 DR0971| DR0972 T14 13S R17E SECS 3 4 33 34         159.442 METERS 10042     |
 DR0971| CJ6925 CLEMENTS AZ MK                                     1195027.1 |
 DR0971| CJ6926 CLEMENTS RM 1                         6.210 METERS 25342     |
 DR0971| CJ6927 CLEMENTS RM 2                        28.320 METERS 35545     |
 DR0971|---------------------------------------------------------------------|
 DR0971
 DR0971                          SUPERSEDED SURVEY CONTROL
 DR0971
 DR0971  NAD 83(1986)-  33 07 57.03513(N)    105 16 01.39556(W) AD(       ) 1
 DR0971  NAD 27      -  33 07 56.68720(N)    105 15 59.45700(W) AD(       ) 1
 DR0971
 DR0971.Superseded values are not recommended for survey control.
 DR0971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0971.See file dsdata.txt to determine how the superseded data were derived.
 DR0971
 DR0971_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDS7509066009(NAD 83)
 DR0971_MARKER: DS = TRIANGULATION STATION DISK
 DR0971_SETTING: 80 = SET IN A BOULDER
 DR0971_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 DR0971
 DR0971  HISTORY     - Date     Condition        Report By
 DR0971  HISTORY     - 1934     MONUMENTED       CGS
 DR0971
 DR0971                          STATION DESCRIPTION
 DR0971
 DR0971'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 DR0971'ABOUT 2 MILES NORTHEAST OF CLEMENTS RANCH, ON THE NORTH END OF A
 DR0971'LONG RIDGE OR MESA THAT EXTENDS NORTH, WEST, AND THEN NORTH AND
 DR0971'THE NORTH END OVERLOOKS A VALLEY TO THE WEST AND NORTH, 0.8 MILE
 DR0971'NORTH OF A POINT WHERE THE ROAD LEADING NORTHEAST FROM RANCH
 DR0971'CROSSES RIDGE, 100 PACES SOUTH OF A POINT WHERE THE RIDGE BREAKS
 DR0971'NORTHWARD, AND 79 FEET NORTHEAST OF A BLAZED CEDAR TREE.  THE
 DR0971'STATION, UNDERGROUND, AZIMUTH, AND REFERENCE MARKS ARE STANDARD
 DR0971'DISKS SET IN BOULDERS.
 DR0971'REFERENCE MARK NO. 1 IS 6.21 METERS (20.4 FEET) FROM STATION
 DR0971'S 73 DEG 42 MIN W, AND NO. 2 IS 28.32 METERS (92.9 FEET)
 DR0971'FROM STATION N 04 DEG 15 MIN W.  THE AZIMUTH MARK IS ON
 DR0971'THE HIGHEST POINT OF THE RIDGE TO THE EAST, AND IS MARKED BY
 DR0971'A SMALL ROCK CAIRN, AND IS APPROXIMATELY 0.4 MILE FROM
 DR0971'STATION S 60 DEG 09 MIN E. T. 13 S., R. 17
 DR0971'E., SECTION CORNER MAY ALSO BE USED AS AN AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1601 ***********************************************************************
 CX1601  DESIGNATION -  CLEO
 CX1601  PID         -  CX1601
 CX1601  STATE/COUNTY-  NM/OTERO
 CX1601  USGS QUAD   -  WHITE SANDS NE (1955)
 CX1601
 CX1601                         *CURRENT SURVEY CONTROL
 CX1601  ___________________________________________________________________
 CX1601* NAD 83(1992)-  32 24 55.71592(N)    106 19 10.21194(W)     ADJUSTED  
 CX1601* NAVD 88     -      1230.49   (+/-2cm)    4037.0    (feet)  VERTCON   
 CX1601  ___________________________________________________________________
 CX1601  LAPLACE CORR-           2.06  (seconds)                    DEFLEC99
 CX1601  GEOID HEIGHT-         -23.66  (meters)                     GEOID03
 CX1601
 CX1601  HORZ ORDER  -  FIRST
 CX1601  VERT ORDER  -  THIRD ? (See Below)
 CX1601
 CX1601.The horizontal coordinates were established by classical geodetic methods
 CX1601.and adjusted by the National Geodetic Survey in December 1993..
 CX1601
 CX1601.The NAVD 88 height was computed by applying the VERTCON shift value to
 CX1601.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CX1601.The vertical order pertains to the NGVD 29 superseded value.
 CX1601
 CX1601.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1601
 CX1601.The geoid height was determined by GEOID03.
 CX1601
 CX1601;                    North         East     Units Scale Factor Converg.
 CX1601;SPC NM C     -   156,936.935   493,462.854   MT  0.99990053   -0 02 14.1
 CX1601;SPC NM C     -   514,883.93  1,618,969.38   sFT  0.99990053   -0 02 14.1
 CX1601;UTM  13      - 3,587,255.595   375,926.451   MT  0.99978983   -0 42 26.7
 CX1601
 CX1601!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1601!SPC NM C     -   0.99981055  x   0.99990053  =   0.99971110
 CX1601!UTM  13      -   0.99981055  x   0.99978983  =   0.99960042
 CX1601
 CX1601:                Primary Azimuth Mark                     Grid Az
 CX1601:SPC NM C     -  CLARA                                    006 15 29.3
 CX1601:UTM  13      -  CLARA                                    006 55 41.9
 CX1601
 CX1601|---------------------------------------------------------------------|
 CX1601| PID    Reference Object                     Distance      Geod. Az  |
 CX1601|                                                           dddmmss.s |
 CX1601| CX1598 CLARA                               APPROX. 1.4 KM 0061315.2 |
 CX1601| CC7160 CLEO RM 1                            12.685 METERS 13239     |
 CX1601| CC7161 CLEO RM 2                            21.117 METERS 23911     |
 CX1601| CX1606 RED                                 299.756 METERS 30611     |
 CX1601| CX1605 TS 864                              274.937 METERS 31654     |
 CX1601| CX1602 TS 863                              283.527 METERS 34644     |
 CX1601|---------------------------------------------------------------------|
 CX1601
 CX1601                          SUPERSEDED SURVEY CONTROL
 CX1601
 CX1601  NAD 83(1986)-  32 24 55.72224(N)    106 19 10.21077(W) AD(       ) 1
 CX1601  NAD 27      -  32 24 55.38580(N)    106 19 08.24442(W) AD(       ) 1
 CX1601  NGVD 29 (07/19/86) 1229.90   (m)         4035.1    (f) LEVELING    3  
 CX1601
 CX1601.Superseded values are not recommended for survey control.
 CX1601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1601.See file dsdata.txt to determine how the superseded data were derived.
 CX1601
 CX1601_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR7592687256(NAD 83)
 CX1601_MARKER: DS = TRIANGULATION STATION DISK
 CX1601_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX1601
 CX1601  HISTORY     - Date     Condition        Report By
 CX1601  HISTORY     - 1968     MONUMENTED       CGS
 CX1601
 CX1601                          STATION DESCRIPTION
 CX1601
 CX1601'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JCC)
 CX1601'THE STATION IS LOCATED ON A DIRT MOUND ABOUT 10.4 MILES EAST OF WHITE
 CX1601'SANDS MISSILE RANGE HEADQUARTERS AND 1.1 MILES NORTH OF NIKE
 CX1601'AVENUE (WSMR ROUTE 2).
 CX1601'
 CX1601'TO REACH THE STATION FROM WHITE SANDS MISSILE RANGE HEADQUARTERS,
 CX1601'GO 10.2 MILES EAST ON NIKE AVENUE, WSMR ROUTE 2, TO A PAVED ROAD ON
 CX1601'THE LEFT.  TURN LEFT AND GO 1.1 MILES NORTH TO A PAVED ROAD ON THE
 CX1601'RIGHT.  TURN RIGHT AND GO 0.15 MILE EAST TO A DIRT MOUND AND
 CX1601'STATION ON THE RIGHT.
 CX1601'
 CX1601'STATION MARK, A STANDARD TRIANGULATION DISK STAMPED CLEO 1964, IS SET
 CX1601'IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH
 CX1601'THE GROUND.  IT IS 60 FEET SOUTH OF THE CENTERLINE OF A PAVED ROAD,
 CX1601'55 FEET EAST SOUTHEAST OF A LIGHT POLE, 25 FEET NORTHEAST OF THE
 CX1601'CENTER OF A 6 FOOT SQUARE CONCRETE SLAB, 6 FEET WEST OF A METAL
 CX1601'WITNESS SIGN AND ABOUT THE SAME ELEVATION AS THE ROAD.
 CX1601'
 CX1601'R. M. NO. 1, A STANDARD REFERENCE DISK STAMPED CLEO NO 1 1964, IS
 CX1601'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 CX1601'0.2 FOOT ABOVE THE GROUND.  IT IS 93 FEET SOUTH OF THE CENTERLINE
 CX1601'OF A PAVED ROAD, 19 FEET NORTH NORTHWEST OF THE NORTHWEST CORNER
 CX1601'OF BUILDING NO. H4312 AND ABOUT THE SAME ELEVATION AS THE STATION.
 CX1601'
 CX1601'R. M. NO. 2, A STANDARD REFERENCE DISK STAMPED CLEO NO 2 1964, IS SET
 CX1601'IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 0.3
 CX1601'FOOT ABOVE THE GROUND.  IT IS 100 FEET SOUTH OF THE CENTERLINE OF A
 CX1601'PAVED ROAD, 84.5 FEET WEST NORTHWEST OF THE SOUTHWEST CORNER OF
 CX1601'BUILDING NO. H4312 AND ABOUT THE SAME ELEVATION AS THE STATION.
 CX1601'
 CX1601'HEIGHT OF LIGHT ABOVE STATION MARK 2.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0457 ***********************************************************************
 FN0457  DESIGNATION -  CLICHE
 FN0457  PID         -  FN0457
 FN0457  STATE/COUNTY-  NM/QUAY
 FN0457  USGS QUAD   -  MUNIZ CANYON (1964)
 FN0457
 FN0457                         *CURRENT SURVEY CONTROL
 FN0457  ___________________________________________________________________
 FN0457* NAD 83(1992)-  35 09 30.66586(N)    104 04 45.45145(W)     ADJUSTED  
 FN0457* NAVD 88     -      1566.6    (meters)    5140.     (feet)  VERTCON   
 FN0457  ___________________________________________________________________
 FN0457  LAPLACE CORR-          -3.24  (seconds)                    DEFLEC99
 FN0457  GEOID HEIGHT-         -22.75  (meters)                     GEOID03
 FN0457
 FN0457  HORZ ORDER  -  SECOND
 FN0457
 FN0457.The horizontal coordinates were established by classical geodetic methods
 FN0457.and adjusted by the National Geodetic Survey in December 1993..
 FN0457
 FN0457.The NAVD 88 height was computed by applying the VERTCON shift value to
 FN0457.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FN0457
 FN0457.The Laplace correction was computed from DEFLEC99 derived deflections.
 FN0457
 FN0457.The geoid height was determined by GEOID03.
 FN0457
 FN0457;                    North         East     Units Scale Factor Converg.
 FN0457;SPC NM E     -   461,192.537   188,144.070   MT  0.99991569   +0 08 46.6
 FN0457;SPC NM E     - 1,513,095.85    617,269.34   sFT  0.99991569   +0 08 46.6
 FN0457;UTM  13      - 3,891,010.363   583,854.999   MT  0.99968666   +0 31 48.8
 FN0457
 FN0457!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FN0457!SPC NM E     -   0.99975774  x   0.99991569  =   0.99967345
 FN0457!UTM  13      -   0.99975774  x   0.99968666  =   0.99944447
 FN0457
 FN0457|---------------------------------------------------------------------|
 FN0457| PID    Reference Object                     Distance      Geod. Az  |
 FN0457|                                                           dddmmss.s |
 FN0457| CJ6929 CLICHE RM 1                           9.037 METERS 07652     |
 FN0457| FM1030 ATT MICROWAVE RELAY TOWER           APPROX.13.3 KM 1075302.3 |
 FN0457| CJ6928 CLICHE AZ MK                                       1361612.4 |
 FN0457| CJ6930 CLICHE RM 2                          12.120 METERS 34324     |
 FN0457|---------------------------------------------------------------------|
 FN0457
 FN0457                          SUPERSEDED SURVEY CONTROL
 FN0457
 FN0457  NAD 83(1986)-  35 09 30.67432(N)    104 04 45.44648(W) AD(       ) 2
 FN0457  NAD 27      -  35 09 30.47370(N)    104 04 43.54160(W) AD(       ) 2
 FN0457  NGVD 29 (07/19/86) 1565.9    (m)         5137.     (f) VERT ANG       
 FN0457
 FN0457.Superseded values are not recommended for survey control.
 FN0457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0457.See file dsdata.txt to determine how the superseded data were derived.
 FN0457
 FN0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEU8385591010(NAD 83)
 FN0457_MARKER: DS = TRIANGULATION STATION DISK
 FN0457_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FN0457
 FN0457  HISTORY     - Date     Condition        Report By
 FN0457  HISTORY     - 1960     MONUMENTED       CGS
 FN0457  HISTORY     - 1972     GOOD             NGS
 FN0457
 FN0457                          STATION DESCRIPTION
 FN0457
 FN0457'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (HWK)
 FN0457'THE STATION IS APPROXIMATELY 4-1/2 MILES NORTH OF MONTOYA,
 FN0457'ON THE SOUTHEASTERN END OF THE RICA MESA, ON PROPERTY OWNED
 FN0457'BY MRS. THOMAS B. HOOVER.
 FN0457'
 FN0457'TO REACH THE STATION FROM THE POST OFFICE IN MONTOYA, GO NORTH
 FN0457'CROSSING RAILROAD TRACKS FOR 0.15 MILE TO A FORK.  BEAR RIGHT
 FN0457'AND GO 0.15 MILE TO A GATE AT THE WEST END OF A METAL BUILDING.
 FN0457'PASS THROUGH THE GATE AND GO 1 MILE TO A GATE.  PASS THROUGH
 FN0457'THE GATE AND GO 1 MILE TO A GATE.  PASS THROUGH THE GATE AND
 FN0457'CONTINUE NORTH FOR 0.2 MILE TO A DEEP CREEK BED AND A ROAD
 FN0457'FORK ON THE NORTH BANK OF CREEK.  TAKE LEFT FORK FOR 0.15 MILE
 FN0457'TO A GATE.  PASS THROUGH THE GATE AND TAKE THE RIGHT FORK
 FN0457'UP SIDE OF MESA FOR 1.8 MILES TO THE AZIMUTH MARK ON THE
 FN0457'RIGHT.  CONTINUE STRAIGHT AHEAD FOR 0.85 MILE TO THE TOP
 FN0457'OF THE MESA AND A GATE ON THE RIGHT.  TURN RIGHT, THROUGH
 FN0457'GATE, THEN BEAR LEFT AND GO NORTHEAST FOR 0.15 MILE.  BEAR
 FN0457'RIGHT AND GO EASTERLY ACROSS STRIPPING PITS FOR 0.25 MILE
 FN0457'TO A RED AND WHITE METAL BUILDING AND THE STATION.
 FN0457'
 FN0457'STATION MARKS ARE STANDARD DISKS STAMPED CLICHE 1960.  THE
 FN0457'SURFACE DISK IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS
 FN0457'6 INCHES.  IT IS 105 FEET EAST OF THE SOUTHEAST CORNER OF
 FN0457'THE BUILDING, 33 FEET WEST OF THE EAST EDGE OF THE RIDGE
 FN0457'AND 4 FEET NORTHEAST OF A METAL WITNESS POST.  THE UNDERGROUND
 FN0457'DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 30 INCHES BELOW
 FN0457'THE SURFACE OF THE GROUND.
 FN0457'
 FN0457'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED CLICHE NO 1 1960,
 FN0457'IS CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK.  IT IS
 FN0457'5 FEET NORTH OF A CEDAR TREE AND 1 FOOT WEST OF THE EAST
 FN0457'EDGE OF THE RIDGE AND ABOUT 4 FEET LOWER THAN THE STATION.
 FN0457'
 FN0457'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED CLICHE NO 2 1960,
 FN0457'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.
 FN0457'IT IS 102 FEET EAST OF THE NORTHEAST CORNER OF THE BUILDING
 FN0457'AND 30 FEET WEST OF THE EAST EDGE OF THE RIDGE.
 FN0457'
 FN0457'AZIMUTH MARK, A STANDARD DISK STAMPED CLICHE 1960, IS CEMENTED
 FN0457'IN A DRILL HOLE IN A 3 FEET BY 5 FEET BOULDER WHICH PROJECTS
 FN0457'1 FOOT.  IT IS 66 FEET NORTHEAST OF THE CENTER OF THE DIRT
 FN0457'ROAD AND 8 FEET WEST OF A METAL WITNESS POST.
 FN0457'
 FN0457'NOTE--REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
 FN0457
 FN0457                          STATION RECOVERY (1972)
 FN0457
 FN0457'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (CWW)
 FN0457'THE STATION AND ALL MARKS WERE FOUND AS DESCRIBED AND IN
 FN0457'GOOD CONDITION.
 FN0457'
 FN0457'HEIGHT OF LIGHT ABOVE STATION MARK 5.0 FEET.
 FN0457'
 FN0457'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4.5 MILES
 FN0457'NORTH OF MONTOYA
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0753 ***********************************************************************
 CY0753  DESIGNATION -  CLIFF
 CY0753  PID         -  CY0753
 CY0753  STATE/COUNTY-  NM/GRANT
 CY0753  USGS QUAD   -  CLIFF (1990)
 CY0753
 CY0753                         *CURRENT SURVEY CONTROL
 CY0753  ___________________________________________________________________
 CY0753* NAD 83(1992)-  32 57 57.90242(N)    108 36 11.57487(W)     ADJUSTED  
 CY0753* NAVD 88     -      1396.939  (meters)    4583.12   (feet)  ADJUSTED  
 CY0753  ___________________________________________________________________
 CY0753  LAPLACE CORR-           2.29  (seconds)                    DEFLEC99
 CY0753  GEOID HEIGHT-         -24.52  (meters)                     GEOID03
 CY0753  DYNAMIC HT  -        1394.846 (meters)    4576.26  (feet)  COMP
 CY0753  MODELED GRAV-     979,091.4   (mgal)                       NAVD 88
 CY0753
 CY0753  HORZ ORDER  -  FIRST
 CY0753  VERT ORDER  -  FIRST     CLASS II
 CY0753
 CY0753.The horizontal coordinates were established by classical geodetic methods
 CY0753.and adjusted by the National Geodetic Survey in December 1993..
 CY0753
 CY0753.The orthometric height was determined by differential leveling
 CY0753.and adjusted by the National Geodetic Survey in June 1991..
 CY0753
 CY0753.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY0753
 CY0753.The geoid height was determined by GEOID03.
 CY0753
 CY0753.The dynamic height is computed by dividing the NAVD 88
 CY0753.geopotential number by the normal gravity value computed on the
 CY0753.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0753.degrees latitude (g = 980.6199 gals.).
 CY0753
 CY0753.The modeled gravity was interpolated from observed gravity values.
 CY0753
 CY0753;                    North         East     Units Scale Factor Converg.
 CY0753;SPC NM W     -   218,257.247   758,029.654   MT  0.99998051   -0 25 08.2
 CY0753;SPC NM W     -   716,065.65  2,486,968.96   sFT  0.99998051   -0 25 08.2
 CY0753;UTM  12      - 3,650,077.438   724,010.122   MT  1.00021877   +1 18 17.0
 CY0753
 CY0753!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY0753!SPC NM W     -   0.99978457  x   0.99998051  =   0.99976509
 CY0753!UTM  12      -   0.99978457  x   1.00021877  =   1.00000330
 CY0753
 CY0753|---------------------------------------------------------------------|
 CY0753| PID    Reference Object                     Distance      Geod. Az  |
 CY0753|                                                           dddmmss.s |
 CY0753| CY0754 CLIFF RM 1                           11.214 METERS 04704     |
 CY0753| CY0755 CLIFF RM 2                           11.804 METERS 13751     |
 CY0753| CC7162 CLIFF AZ MK 2                                      2163018.7 |
 CY0753| CC7163 CLIFF RM 3 AZIMUTH                                 2295702.8 |
 CY0753|---------------------------------------------------------------------|
 CY0753
 CY0753                          SUPERSEDED SURVEY CONTROL
 CY0753
 CY0753  NAD 83(1992)-  32 57 57.90284(N)    108 36 11.57413(W) AD(       ) 1
 CY0753  NAD 83(1986)-  32 57 57.89951(N)    108 36 11.57377(W) AD(       ) 1
 CY0753  NAD 27      -  32 57 57.65273(N)    108 36 09.37808(W) AD(       ) 1
 CY0753  NGVD 29 (07/19/86) 1396.11   (m)         4580.4    (f) LEVELING    3  
 CY0753
 CY0753.Superseded values are not recommended for survey control.
 CY0753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0753.See file dsdata.txt to determine how the superseded data were derived.
 CY0753
 CY0753_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYB2401050077(NAD 83)
 CY0753_MARKER: DS = TRIANGULATION STATION DISK
 CY0753_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0753_SP_SET: CONCRETE POST
 CY0753_STAMPING: CLIFF VABM 4583 1934
 CY0753_PROJECTION: PROJECTING 3 CENTIMETERS
 CY0753_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0753+STABILITY: SURFACE MOTION
 CY0753_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CY0753+SATELLITE: SATELLITE OBSERVATIONS - September 08, 2004
 CY0753
 CY0753  HISTORY     - Date     Condition        Report By
 CY0753  HISTORY     - 1934     MONUMENTED       CGS
 CY0753  HISTORY     - 1964     GOOD             CGS
 CY0753  HISTORY     - 1965     GOOD             USGS
 CY0753  HISTORY     - 1966     GOOD             CGS
 CY0753  HISTORY     - 1968     GOOD             USE
 CY0753  HISTORY     - 1980     GOOD             NGS
 CY0753  HISTORY     - 20040908 GOOD             GEOCAC
 CY0753
 CY0753                          STATION DESCRIPTION
 CY0753
 CY0753'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (LCS)
 CY0753'ABOUT 30 MILES NORTHWEST OF SILVER CITY, ON MESA 1/2 MILE
 CY0753'EAST OF CLIFF POST OFFICE.  TO REACH FROM CLIFF POST OFFICE
 CY0753'WHICH IS ON U.S. HIGHWAY 260, TAKE RIGHT FORK LEADING PAST
 CY0753'SCHOOLHOUSE AND FOLLOW MAIN-TRAVELED ROAD 0.8 MILE TO TOP
 CY0753'OF MESA WHERE FENCE RUNS NORTH AND SOUTH AND ROAD MAKES LEFT
 CY0753'CURVE.  STATION IS 30 PACES SOUTH-SOUTHEAST OF FENCE CORNER.
 CY0753'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD DISKS
 CY0753'SET IN CONCRETE.  REFERENCE
 CY0753'MARK NO. 1 IS 11.220 METERS (36.81 FEET) FROM STATION
 CY0753'NO. 2 IS 11.810 METERS (38.75 FEET)
 CY0753'FROM STATION, AND NO. 3 (AZIMUTH
 CY0753'MARK) IS S 49 DEG 57 MIN W.
 CY0753
 CY0753                          STATION RECOVERY (1964)
 CY0753
 CY0753'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (FHB)
 CY0753'ALL MARKS RECOVERED AS DESCRIBED IN GOOD CONDITION.  THE
 CY0753'DESCRIPTION TO REACH THE STATION IS CORRECT AND ADEQUATE.
 CY0753'
 CY0753'ASTRO PARTY 363 VISITED THIS STATION.
 CY0753
 CY0753                          STATION RECOVERY (1965)
 CY0753
 CY0753'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 CY0753'RECOVERED.
 CY0753
 CY0753                          STATION RECOVERY (1966)
 CY0753
 CY0753'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JWC)
 CY0753'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED.
 CY0753'THE ORIGINAL AZIMUTH MARK WAS SEARCHED FOR AND NOT FOUND.  A
 CY0753'NEW AZIMUTH MARK WAS ESTABLISHED.  FOLLOWING IS A COMPLETE
 CY0753'NEW DESCRIPTION.
 CY0753'
 CY0753'THE STATION IS ABOUT 23 MILES NORTHWEST OF SILVER CITY, 1/2
 CY0753'MILE NORTHEAST OF THE CLIFF POST OFFICE ON A LOW NORTH-SOUTH
 CY0753'RIDGE AND ON THE HIGHEST POINT IN THE IMMEDIATE VICINITY.
 CY0753'
 CY0753'TO REACH THE STATION FROM THE CLIFF POST OFFICE GO NORTH ON
 CY0753'U.S. HIGHWAY 180 FOR 0.35 MILE TO THE JUNCTION OF U.S. HIGHWAY
 CY0753'180 AND STATE HIGHWAY 211.  TURN RIGHT, EASTERLY, ON STATE
 CY0753'HIGHWAY 211 FOR 0.65 MILE TO THE TOP OF THE HILL AND THE STATION
 CY0753'ON THE RIGHT.
 CY0753'
 CY0753'THE STATION MARK IS A STANDARD DISK, STAMPED CLIFF VABM 4583
 CY0753'1934, SET IN THE TOP OF A 12 X 12 INCH SQUARE CONCRETE POST
 CY0753'THAT PROJECTS 1 INCH.  IT IS 93 FEET SOUTH OF THE CENTERLINE
 CY0753'OF STATE HIGHWAY 211 AND 62 FEET SOUTH OF AN EAST-WEST FENCE.
 CY0753'
 CY0753'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CLIFF NO 1 1934,
 CY0753'SET IN THE TOP OF A 12 X 12 INCH SQUARE CONCRETE POST THAT
 CY0753'PROJECTS 4 INCHES.  IT IS 81 FEET SOUTH OF THE CENTERLINE OF
 CY0753'STATE HIGHWAY 211, 57 FEET SOUTH OF THE EAST-WEST FENCE AND
 CY0753'ABOUT THE SAME ELEVATION AS THE STATION.
 CY0753'
 CY0753'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED CLIFF NO 2 1934,
 CY0753'SET IN THE TOP OF A 12 X 12 INCH SQUARE CONCRETE POST THAT
 CY0753'PROJECTS 2 INCHES.  IT IS 132 FEET SOUTH OF THE CENTERLINE
 CY0753'OF STATE HIGHWAY 211, 101 FEET SOUTH OF THE EAST-WEST FENCE
 CY0753'AND ABOUT THE SAME ELEVATION AS THE STATION.
 CY0753'
 CY0753'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED CLIFF AZI 2 1966,
 CY0753'CEMENTED IN A DRILL HOLE IN A 2 X 2 FOOT BOULDER THAT PROJECTS
 CY0753'10 INCHES.  IT IS 60 FEET NORTH OF THE HIGHEST POINT OF THE
 CY0753'HILL, 40 FEET EAST OF A TRACK ROAD AND 25 FEET SOUTHEAST OF
 CY0753'A 20 FOOT HIGH CROSS.
 CY0753'
 CY0753'TO REACH THE AZIMUTH MARK FROM THE CLIFF POST OFFICE GO SOUTH
 CY0753'ON U.S. HIGHWAY 180 FOR 0.2 MILE TO A CATTLE GUARD ON THE
 CY0753'RIGHT.  TURN RIGHT, WESTERLY, CROSSING CATTLE GUARD AND GO
 CY0753'0.3 MILE TO A SIDE ROAD LEFT.  TURN LEFT, SOUTHERLY AND GO
 CY0753'0.1 MILE TO A FORK.  TAKE THE LEFT FORK, SOUTHEASTERLY, FOR
 CY0753'0.15 MILE TO A CROSS AND THE MARK ON THE LEFT.
 CY0753'
 CY0753'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 1/2
 CY0753'MILE EAST OF CLIFF
 CY0753
 CY0753                          STATION RECOVERY (1968)
 CY0753
 CY0753'RECOVERY NOTE BY US ENGINEERS 1968
 CY0753'MARK IS LOCATED APPROXIMATELY 0.5 AIRMILE (E) OF CLIFF, NEW
 CY0753'MEXICO.  23.0 AIRMILES (NW) OF SILVER CITY, NEW MEXICO.
 CY0753'
 CY0753'TO REACH MARK FROM POST OFFICE IN CLIFF, NEW MEXICO, GO (N)
 CY0753'ON U.S. HWY 180 FOR 0.3 MILE TO JUNCTION WITH STATE HWY 211.
 CY0753'TURN RIGHT (ENE) ON ST HWY 211 AND GO 0.6 MILE TO TOP OF HILL
 CY0753'AND STATION SITE.
 CY0753'
 CY0753'MARK IS LOCATED ON A LOW (N-S) RIDGE 28.0 M (SE) CENTERLINE
 CY0753'HWY 211 ON A MAG. AZ. OF 140 DEG.  19 M (SE) OF A (NE-SW) FENCE AT
 CY0753'A MAG. AZ. OF 140 DEG.
 CY0753'
 CY0753'STATION IS MARKED BY A USC AND GS BRONZE DISK SET IN A 12 IN X 12
 CY0753'IN CONCRETE POST PROTRUDING 1 IN ABOVE GROUND.  STAMPED CLIFF
 CY0753'VABM 4583 1934.
 CY0753'
 CY0753'R.M. 1 IS A USC AND GS BRONZE DISK SET IN A 12 IN X 12 IN CONCRETE
 CY0753'POST PROTRUDING 3 IN ABOVE GROUND.  STAMPED CLIFF NO 1 1934.
 CY0753'IT IS LOCATED 11.21 M (NNE) OF THE MARK ON A MAG. AZ. OF
 CY0753'34 DEG AND A D.E. OF + 0.09 M.
 CY0753'
 CY0753'R.M. 2 IS A USC AND GS BRONZE DISK SET IN A 12 IN X 12 IN CONCRETE
 CY0753'POST PROTRUDING 1 IN ABOVE GROUND.  STAMPED CLIFF NO 2 1934.
 CY0753'IT IS LOCATED 11.806 M (SE) OF THE MARK ON A MAG. AZ. OF 125 DEG
 CY0753'AND A D.E. OF -0.10 M.
 CY0753'
 CY0753'AZIMUTH MARK IS A USC AND GS BRONZE DISK SET IN A CONCRETE
 CY0753'POST PROTRUDING 4 IN ABOVE GROUND.  STAMPED CLIFF AZI 2
 CY0753'1934 1966.  IT IS LOCATED APPROXIMATELY 1.0 MILE (SSW) OF
 CY0753'MARK ON A MAG. AZ. OF 206 DEG.
 CY0753'
 CY0753'CONDITION OF EXISTING MARKS IS GOOD.  VIEW IN ALL DIRECTIONS
 CY0753'IS EXCELLENT.
 CY0753
 CY0753                          STATION RECOVERY (1980)
 CY0753
 CY0753'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CY0753'1.5 KM NE FROM CLIFF.
 CY0753'MARK RECOVERED IN GOOD CONDITION.  DUE TO CHANGES IN ROUTE, A NEW
 CY0753'DESCRIPTION FOLLOWS.  0.5 KILOMETER (0.3 MILE) NORTHWEST ALONG U.S.
 CY0753'HIGHWAY 180 FROM THE POST OFFICE IN CLIFF, THENCE 1.0 KILOMETER (0.6
 CY0753'MILE) EASTERLY ALONG STATE HIGHWAY 211, 28.3 METERS (93.0 FEET)
 CY0753'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 18.9 METERS (62.0 FEET)
 CY0753'SOUTHEAST OF A FENCE, 11.2 METERS (36.8 FEET) SOUTHWEST OF RM 1 AND
 CY0753'11.8 METERS (38.7 FEET) NORTHWEST OF RM 2.
 CY0753'THE MARK IS 1.5 METERS  S FROM A WITNESS POST.
 CY0753
 CY0753                          STATION RECOVERY (2004)
 CY0753
 CY0753'RECOVERY NOTE BY GEOCACHING 2004 (CB)
 CY0753'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0806 ***********************************************************************
 EQ0806  DESIGNATION -  CLIFF
 EQ0806  PID         -  EQ0806
 EQ0806  STATE/COUNTY-  NM/SOCORRO
 EQ0806  USGS QUAD   -  SAN ACACIA (1971)
 EQ0806
 EQ0806                         *CURRENT SURVEY CONTROL
 EQ0806  ___________________________________________________________________
 EQ0806* NAD 83(1992)-  34 21 14.13916(N)    106 53 35.45668(W)     ADJUSTED  
 EQ0806* NAVD 88     -      1553.8    (meters)    5098.     (feet)  VERTCON   
 EQ0806  ___________________________________________________________________
 EQ0806  LAPLACE CORR-          -0.98  (seconds)                    DEFLEC99
 EQ0806  GEOID HEIGHT-         -21.82  (meters)                     GEOID03
 EQ0806
 EQ0806  HORZ ORDER  -  FIRST
 EQ0806
 EQ0806.The horizontal coordinates were established by classical geodetic methods
 EQ0806.and adjusted by the National Geodetic Survey in December 1993..
 EQ0806
 EQ0806.The NAVD 88 height was computed by applying the VERTCON shift value to
 EQ0806.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EQ0806
 EQ0806.The Laplace correction was computed from DEFLEC99 derived deflections.
 EQ0806
 EQ0806.The geoid height was determined by GEOID03.
 EQ0806
 EQ0806;                    North         East     Units Scale Factor Converg.
 EQ0806;SPC NM C     -   372,096.952   440,832.764   MT  0.99994314   -0 21 46.7
 EQ0806;SPC NM C     - 1,220,788.08  1,446,298.83   sFT  0.99994314   -0 21 46.7
 EQ0806;SPC NM W     -   372,316.183   916,487.976   MT  1.00000884   +0 31 50.0
 EQ0806;SPC NM W     - 1,221,507.34  3,006,844.30   sFT  1.00000884   +0 31 50.0
 EQ0806;UTM  13      - 3,803,023.504   325,885.533   MT  0.99997369   -1 04 07.0
 EQ0806
 EQ0806!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EQ0806!SPC NM C     -   0.99975958  x   0.99994314  =   0.99970273
 EQ0806!SPC NM W     -   0.99975958  x   1.00000884  =   0.99976842
 EQ0806!UTM  13      -   0.99975958  x   0.99997369  =   0.99973327
 EQ0806
 EQ0806|---------------------------------------------------------------------|
 EQ0806| PID    Reference Object                     Distance      Geod. Az  |
 EQ0806|                                                           dddmmss.s |
 EQ0806| CD1813 CLIFF RM 1                           10.312 METERS 20336     |
 EQ0806| CD1815 CLIFF RM 3                           10.245 METERS 22000     |
 EQ0806| CD1812 CLIFF AZ MK                                        2565822.2 |
 EQ0806| CD1814 CLIFF RM 2                           16.933 METERS 27213     |
 EQ0806| EQ1027 LADRONES PEAK CAIRN                 APPROX.19.8 KM 2970017.0 |
 EQ0806| CD1816 CLIFF RM 4                            8.292 METERS 30956     |
 EQ0806|---------------------------------------------------------------------|
 EQ0806
 EQ0806                          SUPERSEDED SURVEY CONTROL
 EQ0806
 EQ0806  NAD 83(1986)-  34 21 14.14493(N)    106 53 35.45665(W) AD(       ) 1
 EQ0806  NAD 27      -  34 21 13.90500(N)    106 53 33.35500(W) AD(       ) 1
 EQ0806  NGVD 29 (07/19/86) 1553.0    (m)         5095.     (f) VERT ANG       
 EQ0806
 EQ0806.Superseded values are not recommended for survey control.
 EQ0806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0806.See file dsdata.txt to determine how the superseded data were derived.
 EQ0806
 EQ0806_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU2588603024(NAD 83)
 EQ0806_MARKER: DB = BENCH MARK DISK
 EQ0806_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EQ0806_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EQ0806_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EQ0806+STABILITY: SURFACE MOTION
 EQ0806
 EQ0806  HISTORY     - Date     Condition        Report By
 EQ0806  HISTORY     - 1954     MONUMENTED       USGS
 EQ0806  HISTORY     - 1966     GOOD             CGS
 EQ0806  HISTORY     - 1973     GOOD             NGS
 EQ0806  HISTORY     - 1974     GOOD             NGS
 EQ0806  HISTORY     - 1975     GOOD             NGS
 EQ0806  HISTORY     - 1979     GOOD             USGS
 EQ0806  HISTORY     - 19790116 GOOD             USGS
 EQ0806
 EQ0806                          STATION DESCRIPTION
 EQ0806
 EQ0806'DESCRIBED BY US GEOLOGICAL SURVEY 1954 (WRH)
 EQ0806'STATION IS LOCATED, AIRLINE, ABOUT 20-1/2 MILES NORTH OF
 EQ0806'SOCORRO, 6-1/2 MILES NORTH OF THE U.S. POST OFFICE AT SAN ACACIA,
 EQ0806'0.7 MILE EAST OF U.S. HIGHWAY 85 AND ON A HIGH POINT SLOPING
 EQ0806'GRADUALLY TO THE WEST AND SHEER CLIFFS TO THE EAST.
 EQ0806'
 EQ0806'STATION IS REACHED AS FOLLOWS--FROM THE JUNCTION OF U.S. HIGHWAYS
 EQ0806'60 AND 85 AT BERNARDO, GO SOUTH ON U.S. HIGHWAY 85 FOR 5.5 MILES
 EQ0806'TO A T-FENCE INTERSECTION ON THE LEFT AND A GATE.  PASS
 EQ0806'THROUGH THE GATE, TURN RIGHT ALONG THE FENCE LINE AND GO 0.7
 EQ0806'MILE.  TURN LEFT AND GO 0.1 MILE TO A POWER LINE POLE WITH A
 EQ0806'TRIANGLE BLAZE AND THE AZIMUTH MARK.  CONTINUE EAST FOR 0.4
 EQ0806'MILE TO THE HIGHEST POINT AND THE STATION.
 EQ0806'
 EQ0806'STATION MARK, STAMPED CLIFF 1949, IS A USGS TRIANGULATION
 EQ0806'BENCH MARK DISK SET IN THE TOP OF AN 8 INCH SQUARE CONCRETE
 EQ0806'POST THAT PROJECTS 6 INCHES.  IT IS 6 FEET NORTHEAST OF A WITNESS
 EQ0806'POST AND 6 FEET WEST OF THE EDGE OF THE CLIFF.
 EQ0806'
 EQ0806'REFERENCE MARK NUMBER 1, STAMPED U.S.G.S. R.M. 1, IS A COPPER
 EQ0806'WASHER HELD BY A BOLT SET IN THE TOP OF A 4 INCH SQUARE PRECAST
 EQ0806'CONCRETE POST THAT PROJECTS 5 INCHES AND IS AT THE SAME ELEVATION
 EQ0806'AS THE STATION.  IT IS 4 FEET WEST OF THE EDGE OF THE CLIFF.
 EQ0806'
 EQ0806'REFERENCE MARK NUMBER 2, STAMPED U.S.G.S. R.M. 2, IS A COPPER
 EQ0806'WASHER HELD BY A BOLT SET IN THE TOP OF A 4 INCH SQUARE PRECAST
 EQ0806'CONCRETE POST THAT PROJECTS 5 INCHES AND IS 10 FEET LOWER THAN
 EQ0806'THE STATION.
 EQ0806'
 EQ0806'REFERENCE MARK NUMBER 3, STAMPED CLIFF USGS NO 3 1954, IS A
 EQ0806'STANDARD DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST
 EQ0806'THAT PROJECTS 2 INCHES AND IS 3 FEET LOWER THAN THE STATION.
 EQ0806'
 EQ0806'REFERENCE MARK NUMBER 4, STAMPED CLIFF USGS NO 4 1954, IS A
 EQ0806'STANDARD DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST
 EQ0806'THAT PROJECTS 1 INCH AND IS 7 FEET LOWER THAN THE STATION.
 EQ0806'IT IS 8 FEET WEST OF THE EDGE OF THE CLIFF.
 EQ0806'
 EQ0806'AZIMUTH MARK, STAMPED CLIFF 1954 USGS, IS A STANDARD DISK
 EQ0806'SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT PROJECTS
 EQ0806'4 INCHES.  IT IS 2 FEET SOUTH OF A POWER LINE POLE WITH A
 EQ0806'TRIANGLE BLAZE ON IT.
 EQ0806'
 EQ0806'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 EQ0806
 EQ0806                          STATION RECOVERY (1966)
 EQ0806
 EQ0806'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JCC)
 EQ0806'THE STATION WAS USED ONLY FOR SHOWING LIGHT AND WAS NOT OCCUPIED.
 EQ0806'THE REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.  THE
 EQ0806'AZIMUTH MARK WAS NOT SEARCHED FOR.  THE FOLLOWING IS A NEW TO
 EQ0806'REACH FOR THE STATION.
 EQ0806'
 EQ0806'TO REACH THE STATION FROM UNDER THE U.S. HIGHWAYS 85 AND 60
 EQ0806'OVERPASS AT BERNARDO, GO WEST AND SOUTH FOR 0.2 MILE TO A
 EQ0806'PAVED SIDE ROAD ON THE RIGHT, APPROXIMATELY 0.05 MILE BEFORE
 EQ0806'ENTERING HIGHWAY 85.  TURN RIGHT, CROSS A CATTLE GUARD, AND GO
 EQ0806'SOUTHWEST ON THE PAVED ROAD FOR 0.95 MILE TO A STEEL BRIDGE.
 EQ0806'CROSS THE BRIDGE AND CONTINUE AHEAD ON THE PAVED AND GRAVELED
 EQ0806'ROAD 3.6 MILES TO AN EAST-WEST FENCE AND A SANDY ROAD ON THE
 EQ0806'RIGHT.  CONTINUE SOUTHERLY ON A DIRT ROAD FOR 1.35 MILES.
 EQ0806'FROM THIS POINT TURN LEFT AND GO CROSS COUNTRY FOR 0.45 MILE
 EQ0806'TO THE TOP OF THE HILL AND THE STATION.
 EQ0806
 EQ0806                          STATION RECOVERY (1973)
 EQ0806
 EQ0806'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CWW)
 EQ0806'THE STATION MARK, REFERENCE MARKS 3 AND 4, AND AZIMUTH MARK
 EQ0806'WERE RECOVERED AS DESCRIBED AND IN GOOD CONDITION.  A NEW
 EQ0806'DESCRIPTION FOLLOWS.
 EQ0806'
 EQ0806'TO REACH THE STATION FROM THE JUNCTION OF U.S. 60 AND 85 IN
 EQ0806'BERNARDO GO WEST ON U.S. 60 (ROAD TURNS INTO ON, OFF-RAMP), 0.25
 EQ0806'MILES TO A Y ON THE RAMP.  STAY ON RIGHT FORK AND GO SOUTH 0.95
 EQ0806'MILES TO AN OLD STEEL TRUSS BRIDGE, CONTINUE SOUTH 0.60 MILES TO
 EQ0806'A WOODEN GATE, (GATE IS LOCKED KEY MUST BE GOTTEN FROM THE PHONE
 EQ0806'COMPANY IN SOCORRO).  CONTINUE SOUTH 3.0 MILES TO A GATE,
 EQ0806'(LOCKED), CONTINUE SOUTH 1.5 MILES, TURN LEFT, EAST, AND CONTINUE
 EQ0806'CROSS-COUNTRY, 0.5 MILES TO THE STATION AT THE HIGHEST
 EQ0806'POINT.
 EQ0806'
 EQ0806'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--20.5 MILES N
 EQ0806'OF SOCORRO
 EQ0806
 EQ0806                          STATION RECOVERY (1974)
 EQ0806
 EQ0806'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (SRC)
 EQ0806'THE STATION IS LOCATED APPROXIMATELY 20.5 AIRLINE MILES NORTH OF
 EQ0806'SOCCORRO, NEW MEXICO AND APPROXIMATELY 21.8 MILES SOUTH SOUTHWEST
 EQ0806'OF BELEN ON THE EDGE OF A SHEER CLIFF AT THE HIGHEST POINT,
 EQ0806'APPROXIMATELY 1 MILE WEST OF LA JOYA AND I-25 INTERCHANGE AND
 EQ0806'APPROXIMATELY 5.5 MILES SOUTH SOUTHWEST OF HIGHWAY I-25 AND
 EQ0806'BERNARDO INTERCHANGE.
 EQ0806'
 EQ0806'TO REACH THE STATION FROM THE INTERSECTION OF I-25 AND U.S.
 EQ0806'60 HIGHWAYS OR BERNARDO INTERCHANGE, TAKE I-25 SOUTHBOUND OFF
 EQ0806'RAMP TO THE INTERSECTION OF OLD U.S. 85 SOUTHWARD FOR 1.5
 EQ0806'MILES TO A LOCKED GATE.  (THE KEY MAY BE OBTAINED FROM WELDON
 EQ0806'BURRIS, TEL. 864-7371).  GO THROUGH GATE AND FOLLOW OLD HIGHWAY
 EQ0806'4.45 MILES, THEN TURN LEFT APPROXIMATELY 90 DEG AND GO
 EQ0806'APPROXIMATELY 0.4 MILES TO THE HIGHEST POINT AND THE STATION.
 EQ0806'
 EQ0806'THE STATION AND REFERENCE POINTS WERE FOUND IN GOOD CONDITION.
 EQ0806
 EQ0806                          STATION RECOVERY (1975)
 EQ0806
 EQ0806'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (JRS)
 EQ0806'THE STATION MARK, REFERENCE MARKS 1 (USGS), 2 (USGS), 3 (USC
 EQ0806'AND GS), 4 (USC AND GS) AND THE AZIMUTH MARK WERE RECOVERED
 EQ0806'AS DESCRIBED IN 1954 BY WALTER R. HELM.  THE DISTANCES AND
 EQ0806'DIRECTIONS TO THE REFERENCE MARKS CHECKED ADEQUATELY, WITH
 EQ0806'THE EXCEPTION OF THE DISTANCE TO REFERENCE MARK 2.  THIS DISTANCE
 EQ0806'DOES NOT CHECK BY 16.15 FEET.  IT IS BELIEVED AN ERROR WAS MADE
 EQ0806'IN MEASURING THIS MARK AND IT WAS NOT DETECTED UNTIL RETURN
 EQ0806'TO BASE CAMP.  DUE TO THE MILEAGE INVOLVED IT WAS NOT DEEMED
 EQ0806'FEASIBLE TO REVISIT THE STATION TO VERIFY THE MEASUREMENT.
 EQ0806'IN ALL PROBABILITY THE 1954 MEASUREMENT IS ADEQUATE.  THE
 EQ0806'DIRECTION TO THE AZIMUTH MARK CHECKED ADEQUATELY.  THE MARK IS NOW
 EQ0806'IN OPEN PASTURE LAND WITH NO LANDMARKS NEAR IT.  THE
 EQ0806'STATION IS ON PROPERTY OF BOSQUE DEL APACHE NATIONAL
 EQ0806'WILDLIFE REFUGE.  DUE TO ROAD CHANGES A NEW TO REACH FOLLOWS.
 EQ0806'
 EQ0806'TO REACH THE STATION FROM A POINT WHERE INTERSTATE HIGHWAY
 EQ0806'25 CROSSES OVER U.S. HIGHWAY 60 AT BERNARDO, GO WEST AND SOUTH
 EQ0806'FOR 0.25 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO SOUTHWEST
 EQ0806'ON AN OLD HIGHWAY ROADBED FOR 1.65 MILES TO A LOCKED GATE.
 EQ0806'PASS THROUGH GATE AND GO SOUTHWEST AND SOUTH ON THE OLD ROAD
 EQ0806'BED AND A TRACK ROAD FOR 3.0 MILES TO A GATE IN AN EAST-WEST
 EQ0806'FENCE LINE.  PASS THROUGH THE GATE AND CONTINUE SOUTH,
 EQ0806'FOLLOWING A TRACK ROAD AND THE OLD ROAD BED, FOR 1.6 MILES.  AT
 EQ0806'THIS POINT TURN LEFT AND GO EAST ACROSS A PASTURE FOR
 EQ0806'0.15 MILE TO THE AZIMUTH MARK.  CONTINUE EAST FOR 0.3
 EQ0806'MILE TO THE HIGHEST POINT, THE EDGE OF A HIGH CLIFF, AND THE
 EQ0806'STATION.
 EQ0806'
 EQ0806'KEY TO LOCKED GATE MUST BE OBTAINED AT THE OFFICE OF THE BOSQUE
 EQ0806'DEL APACHE NATIONAL WILDLIFE REFUGE IN SOCORRO.
 EQ0806'
 EQ0806'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--20 MI. N
 EQ0806'OF SOCORRO.
 EQ0806
 EQ0806                          STATION RECOVERY (1979)
 EQ0806
 EQ0806'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 EQ0806'STATION IS LOCATED IN THE SEVILLETA GRANT IN NE. PORTION OF LA JOYA
 EQ0806'NO. 2 SW. 7-1/2 MINUTE QUAD., ON HIGHEST POINT OF CLIFF.  BY AIRLINE,
 EQ0806'STATION IS APPROXIMATELY 7.0 MI. N. OF SAN ACACIA, 2.5 MI. WNW. OF
 EQ0806'LA JOYA, 5.0 MI. SSW. OF BERNARDO.
 EQ0806'
 EQ0806'TO REACH STATION FROM JUNCTION OF U.S. HIGHWAYS 60 AND 85 AT BERNARDO,
 EQ0806'GO SW. ON HIGHWAY 85 FOR 6.9 MI. TO DIM TRAIL (E.), TURN LEFT ON TRAIL
 EQ0806'FOR 200 FT., THENCE LEFT THROUGH GATE AND FOLLOW ALONG W. SIDE OF
 EQ0806'POWER LINE FOR 0.35 MI., THENCE NORTHEASTERLY FOR 0.45 MI. TO HIGHEST
 EQ0806'POINT ON MESA AND STATION.
 EQ0806'
 EQ0806'RECOVERED BY NGS IN 1954.  DESCRIPTION AND POSITION LISTED IN NGS
 EQ0806'QUAD 34106-3, STATION 1018.
 EQ0806'
 EQ0806'REVISED DESCRIPTION BY USGS, 1979
 EQ0806'
 EQ0806'TO REACH THE STATION FROM UNDER THE OVERPASS AT THE JUNCTION OF
 EQ0806'INTERSTATE 25 AND U.S. HIGHWAY 60, GO SW. FOR 0.2 MI. TO RD. FORK.
 EQ0806'CROSS CATTLEGUARD AND GO SW. ON OLD U.S. HIGHWAY 85 FOR 1.6 MI. TO
 EQ0806'LOCKED GATE (GET KEY AT LA JOYA GAME REFUGE OFFICE).  GO THROUGH
 EQ0806'GATE AND TAKE LEFT FORK FOR 4.4 MI.  AT THIS POINT LEAVE RD. AND DRIVE
 EQ0806'E. ACROSS COUNTRY FOR 0.5 MI. TO HIGHEST POINT AND STATION SITE.
 EQ0806'
 EQ0806'STATION MARK--A USGS TRIANGULATION BENCH MARK DISK STAMPED---CLIFF
 EQ0806'1949---, SET IN THE TOP OF AN 8 IN. SQUARE CONCRETE POST THAT PROJECTS
 EQ0806'6 IN.
 EQ0806
 EQ0806                          STATION RECOVERY (1979)
 EQ0806
 EQ0806'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979 (RVP)
 EQ0806'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1697 ***********************************************************************
 FO1697  DESIGNATION -  CLIFF
 FO1697  PID         -  FO1697
 FO1697  STATE/COUNTY-  NM/SANDOVAL
 FO1697  USGS QUAD   -  HERRERA (1954)
 FO1697
 FO1697                         *CURRENT SURVEY CONTROL
 FO1697  ___________________________________________________________________
 FO1697* NAD 83(1992)-  35 14 32.15044(N)    107 05 29.30153(W)     ADJUSTED  
 FO1697* NAVD 88     -      1945.7    (meters)    6384.     (feet)  VERTCON   
 FO1697  ___________________________________________________________________
 FO1697  LAPLACE CORR-          -3.24  (seconds)                    DEFLEC99
 FO1697  GEOID HEIGHT-         -20.77  (meters)                     GEOID03
 FO1697
 FO1697  HORZ ORDER  -  THIRD
 FO1697
 FO1697.The horizontal coordinates were established by classical geodetic methods
 FO1697.and adjusted by the National Geodetic Survey in December 1993..
 FO1697
 FO1697.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1697.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1697
 FO1697.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1697
 FO1697.The geoid height was determined by GEOID03.
 FO1697
 FO1697;                    North         East     Units Scale Factor Converg.
 FO1697;SPC NM C     -   470,773.493   423,417.327   MT  0.99997226   -0 29 08.1
 FO1697;SPC NM C     - 1,544,529.37  1,389,161.68   sFT  0.99997226   -0 29 08.1
 FO1697;UTM  13      - 3,901,914.485   309,699.635   MT  1.00004632   -1 12 26.0
 FO1697
 FO1697!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1697!SPC NM C     -   0.99969795  x   0.99997226  =   0.99967022
 FO1697!UTM  13      -   0.99969795  x   1.00004632  =   0.99974425
 FO1697
 FO1697                          SUPERSEDED SURVEY CONTROL
 FO1697
 FO1697  NAD 83(1992)-  35 14 32.15448(N)    107 05 29.30297(W) AD(       ) 3
 FO1697  NGVD 29 (01/22/92) 1944.8    (m)         6381.     (f) VERT ANG       
 FO1697
 FO1697.Superseded values are not recommended for survey control.
 FO1697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1697.See file dsdata.txt to determine how the superseded data were derived.
 FO1697
 FO1697_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV0970001914(NAD 83)
 FO1697_MARKER: DS = TRIANGULATION STATION DISK
 FO1697_SETTING: 0 = UNSPECIFIED SETTING
 FO1697_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FO1697
 FO1697  HISTORY     - Date     Condition        Report By
 FO1697  HISTORY     - 1952     MONUMENTED       USGS
 FO1697
 FO1697                          STATION DESCRIPTION
 FO1697
 FO1697'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 FO1697'STATION IS LOCATED APPROXIMATELY 17 MI. (AIRLINE) NW. OF RIO PUERCO
 FO1697'BRIDGE ON HIGHWAY 66 W. OF ALBUQUERQUE.  STATION IS ON HIGH POINT OF
 FO1697'W. EDGE OF MESA.
 FO1697'
 FO1697'STATION IS BEST REACHED BY GOING W. FROM ALBUQUERQUE ON HIGHWAY 66 TO
 FO1697'RIO PUERCO BRIDGE.  TURN RIGHT ON W. SIDE OF BRIDGE AND GO N. ON
 FO1697'GRAVELED RD. 10.2 MI. TO Y-FORK IN RD.  FOLLOW THE LEFT FORK 3.9 MI.
 FO1697'TO CATTLEGUARD, THENCE NW. ALONG SAME RD. FOR 3.0 MI. TO GATE.  GO
 FO1697'THROUGH GATE, THENCE ALONG RD. 1.8 MI. TO ANOTHER GATE.  GO THROUGH
 FO1697'GATE AND THENCE 0.2 MI. ON N.  TURN RIGHT AND FOLLOW WAGON RD. FOR 2.5
 FO1697'MI. E. TO FENCE AND GATE.  GO THROUGH GATE AND FOLLOW RD. FOR
 FO1697'APPROXIMATELY 0.5 MI., THEN TURN RIGHT AND GO S. ACROSS COUNTRY TO
 FO1697'EDGE OF MESA.  IT IS APPROXIMATELY 10 MINUTE HIKE UP THE SIDE OF THE
 FO1697'MESA TO THE HIGH POINT AND STATION.
 FO1697'
 FO1697'STATION MARK--A STANDARD USGS TRIANGULATION TABLET CEMENTED IN SOLID
 FO1697'ROCK, STAMPED---CLIFF 1952---.
 FO1697'
 FO1697'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0754 ***********************************************************************
 CY0754  DESIGNATION -  CLIFF RM 1
 CY0754  PID         -  CY0754
 CY0754  STATE/COUNTY-  NM/GRANT
 CY0754  USGS QUAD   -  CLIFF (1990)
 CY0754
 CY0754                         *CURRENT SURVEY CONTROL
 CY0754  ___________________________________________________________________
 CY0754* NAD 83(1986)-  32 58 01.     (N)    108 36 12.     (W)     SCALED    
 CY0754* NAVD 88     -      1397.028  (meters)    4583.42   (feet)  ADJUSTED  
 CY0754  ___________________________________________________________________
 CY0754  GEOID HEIGHT-         -24.52  (meters)                     GEOID03
 CY0754  DYNAMIC HT  -        1394.935 (meters)    4576.55  (feet)  COMP
 CY0754  MODELED GRAV-     979,091.3   (mgal)                       NAVD 88
 CY0754
 CY0754  VERT ORDER  -  FIRST     CLASS II
 CY0754
 CY0754.The horizontal coordinates were scaled from a topographic map and have
 CY0754.an estimated accuracy of +/- 6 seconds.
 CY0754
 CY0754.The orthometric height was determined by differential leveling
 CY0754.and adjusted by the National Geodetic Survey in June 1991..
 CY0754
 CY0754.The geoid height was determined by GEOID03.
 CY0754
 CY0754.The dynamic height is computed by dividing the NAVD 88
 CY0754.geopotential number by the normal gravity value computed on the
 CY0754.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0754.degrees latitude (g = 980.6199 gals.).
 CY0754
 CY0754.The modeled gravity was interpolated from observed gravity values.
 CY0754
 CY0754;                    North         East    Units  Estimated Accuracy
 CY0754;SPC NM W     -   218,350.      758,020.      MT  (+/- 180 meters Scaled)
 CY0754
 CY0754                          SUPERSEDED SURVEY CONTROL
 CY0754
 CY0754.No superseded survey control is available for this station.
 CY0754
 CY0754_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYB239501(NAD 83)
 CY0754_MARKER: DR = REFERENCE MARK DISK
 CY0754_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0754_SP_SET: CONCRETE POST
 CY0754_STAMPING: CLIFF NO 1 1934
 CY0754_PROJECTION: PROJECTING 10 CENTIMETERS
 CY0754_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0754+STABILITY: SURFACE MOTION
 CY0754_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CY0754+SATELLITE: SATELLITE OBSERVATIONS - September 08, 2004
 CY0754
 CY0754  HISTORY     - Date     Condition        Report By
 CY0754  HISTORY     - 1934     MONUMENTED       CGS
 CY0754  HISTORY     - 1980     GOOD             NGS
 CY0754  HISTORY     - 20040908 GOOD             GEOCAC
 CY0754
 CY0754                          STATION DESCRIPTION
 CY0754
 CY0754'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CY0754'1.5 KM NE FROM CLIFF.
 CY0754'MARK RECOVERED IN GOOD CONDITION.  DUE TO CHANGES IN ROUTE, A NEW
 CY0754'DESCRIPTION FOLLOWS.  0.5 KILOMETER (0.3 MILE) NORTHWEST ALONG U.S.
 CY0754'HIGHWAY 180 FROM THE POST OFFICE IN CLIFF, THENCE 1.0 KILOMETER (0.6
 CY0754'MILE) EASTERLY ALONG STATE HIGHWAY 211, 24.7 METERS (81.0 FEET)
 CY0754'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 21.9 METERS (72.0 FEET)
 CY0754'EAST OF A POWER POLE WITH A GUY WIRE, 17.4 METERS (57.0 FEET)
 CY0754'SOUTHEAST OF A FENCE AND 11.2 METERS (36.8 FEET) NORTHEAST OF THE
 CY0754'STATION MARK.
 CY0754'THE MARK IS 10.0 METERS  NE FROM A WITNESS POST.
 CY0754'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 CY0754
 CY0754                          STATION RECOVERY (2004)
 CY0754
 CY0754'RECOVERY NOTE BY GEOCACHING 2004 (CB)
 CY0754'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0755 ***********************************************************************
 CY0755  DESIGNATION -  CLIFF RM 2
 CY0755  PID         -  CY0755
 CY0755  STATE/COUNTY-  NM/GRANT
 CY0755  USGS QUAD   -  CLIFF (1990)
 CY0755
 CY0755                         *CURRENT SURVEY CONTROL
 CY0755  ___________________________________________________________________
 CY0755* NAD 83(1986)-  32 58 00.     (N)    108 36 11.     (W)     SCALED    
 CY0755* NAVD 88     -      1396.813  (meters)    4582.71   (feet)  ADJUSTED  
 CY0755  ___________________________________________________________________
 CY0755  GEOID HEIGHT-         -24.52  (meters)                     GEOID03
 CY0755  DYNAMIC HT  -        1394.720 (meters)    4575.84  (feet)  COMP
 CY0755  MODELED GRAV-     979,091.3   (mgal)                       NAVD 88
 CY0755
 CY0755  VERT ORDER  -  FIRST     CLASS II
 CY0755
 CY0755.The horizontal coordinates were scaled from a topographic map and have
 CY0755.an estimated accuracy of +/- 6 seconds.
 CY0755
 CY0755.The orthometric height was determined by differential leveling
 CY0755.and adjusted by the National Geodetic Survey in June 1991..
 CY0755
 CY0755.The geoid height was determined by GEOID03.
 CY0755
 CY0755.The dynamic height is computed by dividing the NAVD 88
 CY0755.geopotential number by the normal gravity value computed on the
 CY0755.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0755.degrees latitude (g = 980.6199 gals.).
 CY0755
 CY0755.The modeled gravity was interpolated from observed gravity values.
 CY0755
 CY0755;                    North         East    Units  Estimated Accuracy
 CY0755;SPC NM W     -   218,320.      758,050.      MT  (+/- 180 meters Scaled)
 CY0755
 CY0755                          SUPERSEDED SURVEY CONTROL
 CY0755
 CY0755.No superseded survey control is available for this station.
 CY0755
 CY0755_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYB240501(NAD 83)
 CY0755_MARKER: DR = REFERENCE MARK DISK
 CY0755_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0755_SP_SET: CONCRETE POST
 CY0755_STAMPING: CLIFF NO 2 1934
 CY0755_PROJECTION: PROJECTING 5 CENTIMETERS
 CY0755_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0755+STABILITY: SURFACE MOTION
 CY0755_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CY0755+SATELLITE: SATELLITE OBSERVATIONS - September 08, 2004
 CY0755
 CY0755  HISTORY     - Date     Condition        Report By
 CY0755  HISTORY     - 1934     MONUMENTED       CGS
 CY0755  HISTORY     - 1980     GOOD             NGS
 CY0755  HISTORY     - 20040908 GOOD             GEOCAC
 CY0755
 CY0755                          STATION DESCRIPTION
 CY0755
 CY0755'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CY0755'1.5 KM NE FROM CLIFF.
 CY0755'MARK RECOVERED IN GOOD CONDITION.  DUE TO CHANGES IN ROUTE, A NEW
 CY0755'DESCRIPTION FOLLOWS.  0.5 KILOMETER (0.3 MILE) NORTHWEST ALONG U.S.
 CY0755'HIGHWAY 180 FROM THE POST OFFICE IN CLIFF, THENCE 1.0 KILOMETER (O.6
 CY0755'MILE) EASTERLY ALONG STATE HIGHWAY 211, 40.2 METERS (132.0 FEET)
 CY0755'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 30.8 METERS (101.0 FEET)
 CY0755'SOUTHEAST OF A FENCE, 30.2 METERS (99.0 FEET) SOUTHEAST OF A POWER
 CY0755'POLE WITH A GUY WIRE, 11.8 METERS (38.7 FEET) SOUTHEAST OF THE STATION
 CY0755'MARK AND 16.4 METERS (53.8 FEET) SOUTH OF CLIFF RM 1.
 CY0755'THE MARK IS 13.7 METERS  SE FROM A WITNESS POST.
 CY0755'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 CY0755
 CY0755                          STATION RECOVERY (2004)
 CY0755
 CY0755'RECOVERY NOTE BY GEOCACHING 2004 (CB)
 CY0755'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS1283 ***********************************************************************
 DS1283  DESIGNATION -  CLOUD
 DS1283  PID         -  DS1283
 DS1283  STATE/COUNTY-  NM/SOCORRO
 DS1283  USGS QUAD   -  BLAKEMORE WELL (1981)
 DS1283
 DS1283                         *CURRENT SURVEY CONTROL
 DS1283  ___________________________________________________________________
 DS1283* NAD 83(1992)-  33 31 04.33450(N)    106 42 47.22779(W)     ADJUSTED  
 DS1283* NAVD 88     -      1440.5    (meters)    4726.     (feet)  VERTCON   
 DS1283  ___________________________________________________________________
 DS1283  LAPLACE CORR-           1.28  (seconds)                    DEFLEC99
 DS1283  GEOID HEIGHT-         -22.49  (meters)                     GEOID03
 DS1283
 DS1283  HORZ ORDER  -  FIRST
 DS1283
 DS1283.The horizontal coordinates were established by classical geodetic methods
 DS1283.and adjusted by the National Geodetic Survey in December 1993..
 DS1283
 DS1283.The NAVD 88 height was computed by applying the VERTCON shift value to
 DS1283.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DS1283
 DS1283.The Laplace correction was computed from DEFLEC99 derived deflections.
 DS1283
 DS1283.The geoid height was determined by GEOID03.
 DS1283
 DS1283;                    North         East     Units Scale Factor Converg.
 DS1283;SPC NM C     -   279,278.370   456,978.783   MT  0.99992281   -0 15 20.7
 DS1283;SPC NM C     -   916,265.79  1,499,271.22   sFT  0.99992281   -0 15 20.7
 DS1283;SPC NM W     -   279,748.815   934,065.722   MT  1.00005014   +0 37 07.1
 DS1283;SPC NM W     -   917,809.24  3,064,513.96   sFT  1.00005014   +0 37 07.1
 DS1283;UTM  13      - 3,710,014.175   340,899.696   MT  0.99991208   -0 56 46.2
 DS1283
 DS1283!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS1283!SPC NM C     -   0.99977743  x   0.99992281  =   0.99970025
 DS1283!SPC NM W     -   0.99977743  x   1.00005014  =   0.99982755
 DS1283!UTM  13      -   0.99977743  x   0.99991208  =   0.99968952
 DS1283
 DS1283|---------------------------------------------------------------------|
 DS1283| PID    Reference Object                     Distance      Geod. Az  |
 DS1283|                                                           dddmmss.s |
 DS1283| CD1818 CLOUD RM 1                           25.117 METERS 02705     |
 DS1283| CD1819 CLOUD RM 2                           26.190 METERS 27019     |
 DS1283| CD1817 CLOUD AZ MK                                        3093041.4 |
 DS1283|---------------------------------------------------------------------|
 DS1283
 DS1283                          SUPERSEDED SURVEY CONTROL
 DS1283
 DS1283  NAD 83(1986)-  33 31 04.34171(N)    106 42 47.23053(W) AD(       ) 1
 DS1283  NAD 27      -  33 31 04.07830(N)    106 42 45.17760(W) AD(       ) 1
 DS1283  NGVD 29 (07/19/86) 1439.9    (m)         4724.     (f) VERT ANG       
 DS1283
 DS1283.Superseded values are not recommended for survey control.
 DS1283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS1283.See file dsdata.txt to determine how the superseded data were derived.
 DS1283
 DS1283_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT4090010014(NAD 83)
 DS1283_MARKER: DS = TRIANGULATION STATION DISK
 DS1283_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS1283
 DS1283  HISTORY     - Date     Condition        Report By
 DS1283  HISTORY     - 1952     MONUMENTED       CGS
 DS1283  HISTORY     - 1968     GOOD             CGS
 DS1283  HISTORY     - 1968     GOOD             CGS
 DS1283
 DS1283                          STATION DESCRIPTION
 DS1283
 DS1283'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RLE)
 DS1283'THE STATION IS LOCATED ABOUT 15.0 MILES WEST OF LITTLE BURRO
 DS1283'MOUNTAIN ON THE HIGHEST POINT OF A SMALL SANDY KNOLL, 0.15 MILE
 DS1283'EAST OF A DIRT ROAD.  IT IS STAMPED CLOUD 1952 AND PROJECTS 4 INCHES.
 DS1283'
 DS1283'REFERENCE MARK NO. 1, PROJECTING 4 INCHES IS ON THE SAME ELEVATION
 DS1283'AS THE STATION AND IS STAMPED CLOUD NO 1 1952.
 DS1283'
 DS1283'REFERENCE MARK NO. 2, PROJECTING 5 INCHES IS ON THE SAME ELEVATION
 DS1283'AS THE STATION AND IS STAMPED CLOUD NO 2 1952.
 DS1283'
 DS1283'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 143.42 FEET.
 DS1283'
 DS1283'THE AZIMUTH MARK IS 12 FEET WEST OF THE CENTER OF A ROAD, 3 FEET
 DS1283'SOUTHWEST OF THE WEST END OF A WIRE GATE, 2 FEET EAST OF A
 DS1283'WITNESS POST AND 2 FEET SOUTH OF AN EAST-WEST FENCE LINE.  IT IS
 DS1283'STAMPED CLOUD 1952 AND PROJECTS 3 INCHES.
 DS1283'
 DS1283'TO REACH THE STATION FROM THE OLD POST OFFICE BUILDING IN OSCURA,
 DS1283'GO WEST ON THE MOCKING BIRD GAP ROAD FOR 30.4 MILES TO A CROSSROAD
 DS1283'JUST AFTER CROSSING CATTLE GUARD, TURN LEFT AND GO SOUTH FOR 4.0
 DS1283'MILES TO WIRE GATE, PASS THROUGH GATE AND GO SOUTHWEST THROUGH
 DS1283'RANCH YARD FOR 0.15 MILE TO A WIRE GATE JUST WEST OF RANCH
 DS1283'HOUSE, PASS THROUGH GATE AND GO 0.05 MILE TO A WOODEN GATE.
 DS1283'PASS THROUGH GATE AND GO SOUTH FOR 1.3 MILES TO A WIRE GATE,
 DS1283'PASS THROUGH GATE AND CONTINUE SOUTH FOR 1.9 MILES TO A
 DS1283'FORK JUST SOUTH OF A SHED AND WINDMILL, TAKE RIGHT FORK AND
 DS1283'GO SOUTHWEST FOR 0.1 MILE TO A WIRE GATE IN NORTH-SOUTH FENCE
 DS1283'LINE.  PASS THROUGH GATE AND CONTINUE SOUTHWEST FOR 0.6 MILE TO
 DS1283'A FORK, TAKE RIGHT FORK AND GO WEST FOR 5.3 MILES TO A FENCE
 DS1283'LINE CROSSING ROAD, CONTINUE WEST AND NORTHWEST FOR 2.2
 DS1283'MILES TO A WIRE GATE AND CORRAL ON THE LEFT.  PASS THROUGH GATE,
 DS1283'TURN LEFT AND GO WEST FOR 4.1 MILES TO A CROSSROAD, TURN LEFT
 DS1283'AND GO SOUTH FOR 2.0 MILES TO A FORK, TAKE LEFT FORK AND
 DS1283'CONTINUE SOUTH FOR 2.9 MILES TO AN EAST WEST FENCE LINE AND
 DS1283'AZIMUTH MARK ON RIGHT AS DESCRIBED.  PASS THROUGH GATE IN
 DS1283'FENCE LINE AND CONTINUE SOUTH FOR 0.45 MILE TO A TRACK ROAD ON
 DS1283'THE LEFT, TURN LEFT AND GO EAST FOR 0.15 MILE TO HIGHEST
 DS1283'POINT OF SMALL RIDGE AND STATION AS DESCRIBED.
 DS1283
 DS1283                          STATION RECOVERY (1968)
 DS1283
 DS1283'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JBJ)
 DS1283'THE STATION MARK, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK WERE
 DS1283'RECOVERED IN GOOD CONDITION.  DUE TO ROAD CHANGES A COMPLETE
 DS1283'NEW DESCRIPTION FOLLOWS.
 DS1283'
 DS1283'THE STATION IS ABOUT 38 MILES WEST OF OSCURO, 21 MILES SOUTH OF
 DS1283'THE STALLION RANGE CNETER AND 4 MILES NORTH OF THE SOCORRO-SIERRA
 DS1283'COUNTY LINE, ON THE HIGHEST POINT OF A SMALL RIDGE IN RANGE LAND.
 DS1283'
 DS1283'TO REACH THE STATION FROM THE POST OFFICE IN THREE RIVERS, GO
 DS1283'NORTH ON U.S. HIGHWAY 54 FOR 11.2 MILES TO A GRAVELED SIDE ROAD
 DS1283'LEFT, ROUTE 12, AT OSCURO.  TAKE LEFT AND GO WEST ON ROUTE 12
 DS1283'FOR 6.3 MILES TO A LOCKED GATE.  PASS THROUGH GATE AND CONTINUE
 DS1283'WEST ON ROUTE 12 FOR 17.3 MILES TO A FORK.  TAKE THE RIGHT FORK
 DS1283'AND GO NORTHWEST FOR 0.15 MILE TO THE JUNCTION WITH ROUTE 7.
 DS1283'CONTINUE NORTHWESTERLY ON ROUTE 7 FOR 6.95 MILES TO A GRAVELED
 DS1283'CROSSROAD, ROUTE 13.  TURN LEFT AN GO SOUTHWEST ON ROUTE 13
 DS1283'FOR 3.25 MILES TO A SIDE ROAD RIGHT, WHERE A TELEPHONE LINE
 DS1283'CROSSES THE ROAD.  TURN RIGHT AND GO WEST ON GRADED ROAD FOR 6.95
 DS1283'MILES TO THE JUNCTION WITH ROUTE 5.  TURN LEFT AND GO
 DS1283'SOUTHWEST ON ROUTE 5, GRAVELED ROAD FOR 5.5 MILES TO A CROSSROAD.
 DS1283'TURN RIGHT AND GO WEST AND SOUTHWEST ON GRADED ROAD FOR 1.6
 DS1283'MILES TO A DIM CROSSROAD.  TURN RIGHT AND GO NORTH ON TRACK ROAD
 DS1283'FOR 1.1 MILES TO A GATE.  PASS THROUGH GATE AND CONTINUE NORTH
 DS1283'ON TRACK ROAD FOR 1.7 MILES TO A ROAD RIGHT.  TO REACH THE
 DS1283'AZIMUTH MARK FROM THIS POINT, CONTINUE NORTH ON TRACK ROAD
 DS1283'FOR 0.5 MILE TO A WIRE GATE AND THE MARK ON THE LEFT.  TURN
 DS1283'RIGHT AND GO NORTHEAST ON TRACK ROAD FOR 0.2 MILE TO THE TOP OF
 DS1283'THE RIDGE AND THE STATION.
 DS1283'
 DS1283'STATION MARK IS A STANDARD DISK, STAMED CLOUD 1952, SET IN THE
 DS1283'TOP OF AN 8 INCH SQUARE CONCRETE POST, THAT PROJECTS 12 INCHES ABOVE
 DS1283'THE GROUND.  IT IS 4.1 FEET WEST OF A WITNESS POST.
 DS1283'
 DS1283'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CLOUD NO 1 1952,
 DS1283'SET IN THE TOP OF AN 8 INCH SQUARE CONCRETE POST, THAT PROJECTS
 DS1283'1 INCH ABOVE THE GROUND.  IT IS 81.0 FEET NORTH OF THE WITNESS
 DS1283'POST AND ABOUT 2 FEET HIGHER THAN THE STATION.
 DS1283'
 DS1283'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED CLOUD NO 2 1952, SET
 DS1283'IN THE TOP OF AN 8 INCH SQUARE CONCRETE POST, THAT PROJECTS 1
 DS1283'INCH ABOVE THE GROUND.  IT IS 90.0 FEET WEST OF THE WITNESS POST
 DS1283'AND ABOUT THE SAME ELEVATION AS THE STATION.
 DS1283'
 DS1283'AZIMUTH MARK IS A STANDARD DISK, STAMPED CLOUD 1952, SET IN THE
 DS1283'TOP OF AN 8 INCH SQUARE CONCRETE POST, THAT PROJECTS 10 INCHES
 DS1283'ABOVE THE GROUND.  IT IS 11.0 FEET WEST OF THE CENTERLINE OF A
 DS1283'TRACK ROAD, 4.0 FEET SOUTHWEST OF THE WEST GATE POST OF THE GATE
 DS1283'2.2 FEET EAST OF A WITNESS POST.
 DS1283'
 DS1283'NOTE--A DIFFERENCE IN THE DIRECTION TO THE AZIMUTH MARK WAS
 DS1283'NOTED.
 DS1283
 DS1283                          STATION RECOVERY (1968)
 DS1283
 DS1283'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JCC)
 DS1283'THE STATION, REFERENCE MARK 1, REFERENCE MARK 2 AND THE AZIMUTH MARK
 DS1283'WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.  THE DISTANCES
 DS1283'AND DIRECTIONS DID NOT AGREE TO THE REFERENCE MARKS OR THE
 DS1283'AZIMUTH MARK.  A NEW DESCRIPTION FOLLOWS--
 DS1283'
 DS1283'THE STATION IS LOCATED ABOUT 15 MILES WEST OF LITTLE BURRO
 DS1283'MOUNTAIN, 21 MILES SOUTH OF STALLION RANGE CENTER, IN THE 90 MILE
 DS1283'RANGE OF THE WHITE SANDS MISSILE RANGE, ON THE HIGHEST POINT OF A
 DS1283'SMALL SANDY KNOLL.
 DS1283'
 DS1283'TO REACH FROM HEADQUARTERS BUILDING AT STALLION RANGE CENTER, GO
 DS1283'NORTH 0.3 MILE ON WSMR ROUTE 7 TO A SIDE ROAD LEFT.  TURN LEFT
 DS1283'AND CONTINUE IN A SOUTHERLY DIRECTION ON WSMR ROUTE 5 FOR 24.5
 DS1283'MILES TO AN INTERSECTION WITH A BLADED ROAD, TURN RIGHT AND
 DS1283'CONTINUE IN A WESTERLY DIRECTION 1.6 MILE, TURN RIGHT AND
 DS1283'CONTINUE NORTHERLY 1.2 MILE TO A FENCE, PASS THROUGH FENCE AND
 DS1283'CONTINUE NORTHERLY ON BLADED ROAD 1.8 MILE TO A TRACK ROAD
 DS1283'RIGHT AT THE TOP OF A RIDGE, TURN RIGHT AND CONTINUE IN AN
 DS1283'EASTERLY DIRECTION 0.25 MILE TO THE STATION.  TO REACH THE
 DS1283'AZIMUTH MARK FROM THE STATION, GO WESTERLY ON TRACK ROAD 0.25
 DS1283'MILE TO THE MAIN TRAIL, TURN RIGHT AND CONTINUE NORTHERLY 0.5
 DS1283'MILE TO THE AZIMUTH MARK ON THE LEFT.
 DS1283'
 DS1283'THE STATION IS A STANDARD DISK SET IN A SQUARE CONCRETE POST
 DS1283'STAMPED CLOUD 1952 AND PROJECTS 10 INCHES, 0.25 MILE EAST OF THE
 DS1283'MAIN ROAD, 5 FEET WEST OF A METAL WITNESS POST.
 DS1283'
 DS1283'REFERENCE MARK 1 IS A STANDARD DISK STAMPED CLOUD NO 1 1952, SET
 DS1283'IN THE TOP OF AN 11 INCH SQUARE CONCRETE POST, PROJECTS 2 INCHES,
 DS1283'SET ABOUT ON THE SAME ELEVATION AS THE STATION MARK.
 DS1283'
 DS1283'REFERENCE MARK 2 IS A STANDARD DISK STAMPED CLOUD NO 2 1952, SET
 DS1283'IN THE TOP OF AN 11 INCH SQUARE CONCRETE POST, PROJECTING 2 INCHES,
 DS1283'SET ABOUT ON THE SAME ELEVATION AS THE STATION MARK.
 DS1283'
 DS1283'AZIMUTH MARK IS A STANDARD DISK STAMPED CLOUD 1952 SET IN THE
 DS1283'TOP OF A 11 INCH SQUARE CONCRETE POST, PROJECTING 8 INCHES.  IT
 DS1283'IS 12 FEET WEST OF THE CENTERLINE OF THE ROAD, 3 FEET SOUTHWEST
 DS1283'OF THE WEST END OF A WIRE GATE, 2 FEET EAST OF A WITNESS POST
 DS1283'AND 2 FEET SOUTH OF AN EAST-WEST FENCELINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0931 ***********************************************************************
 CW0931  DESIGNATION -  CLOUD
 CW0931  PID         -  CW0931
 CW0931  STATE/COUNTY-  NM/OTERO
 CW0931  USGS QUAD   -  HIGH ROLLS (1982)
 CW0931
 CW0931                         *CURRENT SURVEY CONTROL
 CW0931  ___________________________________________________________________
 CW0931* NAD 83(1992)-  32 57 58.00115(N)    105 45 54.53725(W)     ADJUSTED  
 CW0931* NAVD 88     -      2625.     (meters)    8612.     (feet)  SCALED    
 CW0931  ___________________________________________________________________
 CW0931  LAPLACE CORR-          10.49  (seconds)                    DEFLEC99
 CW0931  GEOID HEIGHT-         -20.18  (meters)                     GEOID03
 CW0931
 CW0931  HORZ ORDER  -  SECOND
 CW0931
 CW0931.The horizontal coordinates were established by classical geodetic methods
 CW0931.and adjusted by the National Geodetic Survey in December 1993..
 CW0931
 CW0931.The orthometric height was scaled from a topographic map.
 CW0931
 CW0931.The Laplace correction was computed from DEFLEC99 derived deflections.
 CW0931
 CW0931.The geoid height was determined by GEOID03.
 CW0931
 CW0931;                    North         East     Units Scale Factor Converg.
 CW0931;SPC NM C     -   218,097.887   545,323.866   MT  0.99992532   +0 15 49.8
 CW0931;SPC NM C     -   715,542.82  1,789,116.72   sFT  0.99992532   +0 15 49.8
 CW0931;UTM  13      - 3,647,789.877   428,494.760   MT  0.99966304   -0 24 58.9
 CW0931
 CW0931!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CW0931!SPC NM C     -   0.99959122  x   0.99992532  =   0.99951657
 CW0931!UTM  13      -   0.99959122  x   0.99966304  =   0.99925440
 CW0931
 CW0931|---------------------------------------------------------------------|
 CW0931| PID    Reference Object                     Distance      Geod. Az  |
 CW0931|                                                           dddmmss.s |
 CW0931| CH8629 CLOUD RM 1                            4.063 METERS 04439     |
 CW0931| CH8628 CLOUD AZ MK                                        1054939.1 |
 CW0931| CH8630 CLOUD RM 2                            5.260 METERS 15600     |
 CW0931| CW0935 ALAMO LOOKOUT TOWER                 APPROX.11.3 KM 2030504.8 |
 CW0931| CW0932 CLOUDCROFT                            3.549 METERS 24907     |
 CW0931|---------------------------------------------------------------------|
 CW0931
 CW0931                          SUPERSEDED SURVEY CONTROL
 CW0931
 CW0931  NAD 83(1986)-  32 57 58.00952(N)    105 45 54.54077(W) AD(       ) 2
 CW0931  NAD 27      -  32 57 57.68090(N)    105 45 52.58570(W) AD(       ) 2
 CW0931
 CW0931.Superseded values are not recommended for survey control.
 CW0931.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0931.See file dsdata.txt to determine how the superseded data were derived.
 CW0931
 CW0931_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDS2849547790(NAD 83)
 CW0931_MARKER: DS = TRIANGULATION STATION DISK
 CW0931_SETTING: 66 = SET IN ROCK OUTCROP
 CW0931
 CW0931  HISTORY     - Date     Condition        Report By
 CW0931  HISTORY     - 1936     MONUMENTED       CGS
 CW0931  HISTORY     - 1943     GOOD             CGS
 CW0931  HISTORY     - 1973     GOOD             USGS
 CW0931
 CW0931                          STATION DESCRIPTION
 CW0931
 CW0931'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 CW0931'THE STATION IS ABOUT 13-1/2 MILES S OF MESCALERO, 2-1/4 MILES
 CW0931'S OF THE S BOUNDARY OF THE MESCALERO INDIAN RESERVATION, 1-1/2
 CW0931'MILES WNW OF CLOUDCROFT, ON THE HIGHEST SUMMIT OF A PROMINENT,
 CW0931'BRUSH-COVERED HILL WHICH IS TIMBERED ON THE LOWER SLOPES, LYING
 CW0931'JUST N OF THE CLOUDCROFT-ALAMOGORDO HIGHWAY, ABOUT 200 YARDS E
 CW0931'OF S SHALLOW SADDLE, ON THE CENTER OF THE SUMMIT, 17 FEET NW OF
 CW0931'THE SE EDGE, 18 FEET S OF A SMALL WHITE PINE TREE, 18 FEET NNW
 CW0931'OF A TOPPED WHITE PINE TREE AT THE SE EDGE OF THE SUMMIT AND
 CW0931'IN THE N END OF THE TOP OF A NARROW OUTCROP OF LIMESTONE.
 CW0931'
 CW0931'THE STATION, AZIMUTH, AND REFERENCE MARKS ARE BRONZE DISKS SET
 CW0931'IN ROCK.
 CW0931'
 CW0931'REFERENCE MARK 1 IS 10 FEET SE OF A SMALL WHITE PINE TREE,
 CW0931'ALONG THE RIDGE LINE, AND 4.063 METERS (13.33 FEET) FROM THE
 CW0931'STATION, AND REFERENCE MARK 2 IS AT THE
 CW0931'SE EDGE OF THE SUMMIT, 5.262 METERS (17.26 FEET) FROM THE
 CW0931'STATION .
 CW0931'
 CW0931'THE AZIMUTH MARK IS AT CLOUDCROFT, ABOUT 0.1 MILE N OF THE
 CW0931'BRICK SCHOOLHOUSE, 25 YARDS E OF CENTER LINE OF A LANE, 15 YARDS NE
 CW0931'OF THE GATE AT THE HILLSIDE PATCH, 10 PACES ESE OF THE TRAIL
 CW0931'LEADING NE UP THE HILLSIDE, IN THE TOP OF A LOW, FLAT BOULDER,
 CW0931'1.5 MILES FROM THE STATION.
 CW0931'STATION CLOUDCROFT (U.S.G.S.) IS ABOUT ON THE CENTER OF THE
 CW0931'SUMMIT, 3.535 METERS (11.60 FEET) FROM THE STATION S 69 DEG 07 MIN W.
 CW0931'THE BEARING FROM THE STATION TO THE CUPOLA OF
 CW0931'THE CLOUDCROFT LODGE IS S 53 DEG 38 MIN E.
 CW0931
 CW0931                          STATION RECOVERY (1943)
 CW0931
 CW0931'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (EHB)
 CW0931'ALL MARKS RECOVERED AND FOUND TO BE IN GOOD CONDITION.  NEW
 CW0931'DESCRIPTION FOLLOWS--
 CW0931'
 CW0931'STATION IS LOCATED ABOUT 1.5 MILES WNW OF CLOUDCROFT ON THE
 CW0931'HIGHEST POINT OF A BRUSH-COVERED HILL.  ABOUT 2.25 MILES S OF S
 CW0931'BOUNDARY OF THE MESCALERO INDIAN RESERVATION.
 CW0931'
 CW0931'TO REACH STATION FROM THE POST OFFICE AT CLOUDCROFT, GO W
 CW0931'TOWARD ALAMOGORDO ALONG STATE HIGHWAY 83 FOR 2.8 MILES TO THE
 CW0931'RAILROAD Y AND END OF TRUCK TRAVEL.  FROM HERE PACK N UP S SIDE OF
 CW0931'A VERY BRUSHY HILL TO THE HIGHEST POINT ON THE HILLTOP AND TO
 CW0931'STATION.  THIS IS FIRST HILL N OF THE RAILROAD Y.
 CW0931'
 CW0931'STATION IS A BRONZE DISK SET IN BEDROCK FLUSH WITH THE GROUND,
 CW0931'20 FEET NE OF A SMALL SCRUB PINE TREE.  STAMPED CLOUD 1936.
 CW0931'
 CW0931'REFERENCE MARK 1 IS 13.33 FEET NE OF THE STATION.  A BRONZE
 CW0931'DISK SET IN BEDROCK AND STAMPED CLOUD NO 1 1936.
 CW0931'
 CW0931'REFERENCE MARK 2 IS 17.26 FEET SSE OF THE STATION.  A BRONZE
 CW0931'DISK SET IN A DRILL HOLE IN ROCK.  STAMPED CLOUD NO 2 1936.
 CW0931'
 CW0931'A U.S.G.S. BENCH MARK IS 11.690 FEET WSW OF THE STATION.  IT
 CW0931'IS A U.S.G.S. DISK SET IN A DRILL HOLE IN BEDROCK.  NO VISIBLE
 CW0931'STAMPING ON THE DISK.
 CW0931'
 CW0931'AZIMUTH MARK IS ABOUT 1.50 MILES ESE OF THE STATION.  TO REACH
 CW0931'FROM THE POST OFFICE IN ALAMOGORDO, GO W 3 BLOCKS TO THE
 CW0931'SCHOOLHOUSE, TURN LEFT UP A NARROW LANE AND GO ABOUT 0.10 MILE TO
 CW0931'A FENCED AREA JUST NE OF AGARAGE.  AZIMUTH MARK IS ABOUT 65 FEET
 CW0931'NE OF THE GARAGE, 35 FEET E OF THE LANE, 12 FEET SE OF A FAINT
 CW0931'TRAIL.  BRONZE DISK SET IN BOULDER, AND STAMPED CLOUD 1936.
 CW0931
 CW0931                          STATION RECOVERY (1973)
 CW0931
 CW0931'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973 (JRS)
 CW0931'TO REACH THE STATION FROM THE JUNCTION OF U.S. 82 AND STATE
 CW0931'HWY. 24 HEAD WESTERLY ON U.S. 82 FOR 2.2 MILES TO THE BOTTOM
 CW0931'OF HIGH BRUSH COVERED HILL AND THE END OF TRUCK TRAVEL.  FROM
 CW0931'THIS POINT PACK NORTHERLY UP THE RIDGE TO THE HIGHEST POINT AND
 CW0931'THE STATION.  THIS IS ABOUT A ONE HOUR PACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0932 ***********************************************************************
 CW0932  DESIGNATION -  CLOUDCROFT
 CW0932  PID         -  CW0932
 CW0932  STATE/COUNTY-  NM/OTERO
 CW0932  USGS QUAD   -  HIGH ROLLS (1982)
 CW0932
 CW0932                         *CURRENT SURVEY CONTROL
 CW0932  ___________________________________________________________________
 CW0932* NAD 83(1992)-  32 57 57.96007(N)    105 45 54.66493(W)     ADJUSTED  
 CW0932* NAVD 88     -      2625.     (meters)    8612.     (feet)  SCALED    
 CW0932  ___________________________________________________________________
 CW0932  LAPLACE CORR-          10.50  (seconds)                    DEFLEC99
 CW0932  GEOID HEIGHT-         -20.18  (meters)                     GEOID03
 CW0932
 CW0932  HORZ ORDER  -  SECOND
 CW0932
 CW0932.The horizontal coordinates were established by classical geodetic methods
 CW0932.and adjusted by the National Geodetic Survey in December 1993..
 CW0932
 CW0932.The orthometric height was scaled from a topographic map.
 CW0932
 CW0932.The Laplace correction was computed from DEFLEC99 derived deflections.
 CW0932
 CW0932.The geoid height was determined by GEOID03.
 CW0932
 CW0932;                    North         East     Units Scale Factor Converg.
 CW0932;SPC NM C     -   218,096.606   545,320.557   MT  0.99992532   +0 15 49.7
 CW0932;SPC NM C     -   715,538.61  1,789,105.86   sFT  0.99992532   +0 15 49.7
 CW0932;UTM  13      - 3,647,788.636   428,491.436   MT  0.99966305   -0 24 59.0
 CW0932
 CW0932!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CW0932!SPC NM C     -   0.99959122  x   0.99992532  =   0.99951657
 CW0932!UTM  13      -   0.99959122  x   0.99966305  =   0.99925441
 CW0932
 CW0932                          SUPERSEDED SURVEY CONTROL
 CW0932
 CW0932  NAD 83(1986)-  32 57 57.96845(N)    105 45 54.66844(W) AD(       ) 2
 CW0932  NAD 27      -  32 57 57.63990(N)    105 45 52.71340(W) AD(       ) 2
 CW0932
 CW0932.Superseded values are not recommended for survey control.
 CW0932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0932.See file dsdata.txt to determine how the superseded data were derived.
 CW0932
 CW0932_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDS2849147789(NAD 83)
 CW0932_MARKER: DS = TRIANGULATION STATION DISK
 CW0932_SETTING: 66 = SET IN ROCK OUTCROP
 CW0932_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 CW0932_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CW0932+STABILITY: POSITION/ELEVATION WELL
 CW0932
 CW0932  HISTORY     - Date     Condition        Report By
 CW0932  HISTORY     - 1936     MONUMENTED       USGS
 CW0932
 CW0932                          STATION DESCRIPTION
 CW0932
 CW0932'DESCRIBED BY US GEOLOGICAL SURVEY 1936 (JB)
 CW0932'THE STATION IS 3.535 METERS (11.60 FEET) FROM STATION CLOUD
 CW0932'S 69 DEG 07 MIN W.  THE STATION MARK IS A STANDARD U.S.
 CW0932'GEOLOGICAL SURVEY DISK CEMENTED IN A DRILL HOLE IN BEDROCK, AND
 CW0932'STAMPED 8640.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CF0294 ***********************************************************************
 CF0294  DESIGNATION -  CLOVERDALE
 CF0294  PID         -  CF0294
 CF0294  STATE/COUNTY-  NM/HIDALGO
 CF0294  USGS QUAD   -  BLACK POINT (1982)
 CF0294
 CF0294                         *CURRENT SURVEY CONTROL
 CF0294  ___________________________________________________________________
 CF0294* NAD 83(1992)-  31 24 23.96804(N)    108 59 19.69782(W)     ADJUSTED  
 CF0294* NAVD 88     -      1964.6    (meters)    6446.     (feet)  VERTCON   
 CF0294  ___________________________________________________________________
 CF0294  LAPLACE CORR-           3.50  (seconds)                    DEFLEC99
 CF0294  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 CF0294
 CF0294  HORZ ORDER  -  FIRST
 CF0294
 CF0294.The horizontal coordinates were established by classical geodetic methods
 CF0294.and adjusted by the National Geodetic Survey in December 1993..
 CF0294
 CF0294.The NAVD 88 height was computed by applying the VERTCON shift value to
 CF0294.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CF0294
 CF0294.The Laplace correction was computed from DEFLEC99 derived deflections.
 CF0294
 CF0294.The geoid height was determined by GEOID03.
 CF0294
 CF0294;                    North         East     Units Scale Factor Converg.
 CF0294;SPC NM W     -    45,660.994   720,124.332   MT  1.00006552   -0 36 07.9
 CF0294;SPC NM W     -   149,806.11  2,362,607.91   sFT  1.00006552   -0 36 07.9
 CF0294;SPC AZ E     -    45,682.829   325,363.049   MT  1.00005468   +0 36 49.9
 CF0294;SPC AZ E     -   149,878.05  1,067,464.07   iFT  1.00005468   +0 36 49.9
 CF0294;UTM  12      - 3,476,420.405   691,199.338   MT  1.00005092   +1 02 54.1
 CF0294
 CF0294!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CF0294!SPC NM W     -   0.99969572  x   1.00006552  =   0.99976122
 CF0294!SPC AZ E     -   0.99969572  x   1.00005468  =   0.99975039
 CF0294!UTM  12      -   0.99969572  x   1.00005092  =   0.99974663
 CF0294
 CF0294|---------------------------------------------------------------------|
 CF0294| PID    Reference Object                     Distance      Geod. Az  |
 CF0294|                                                           dddmmss.s |
 CF0294| CC7170 CLOVERDALE RM 1                       8.940 METERS 05006     |
 CF0294| CC7171 CLOVERDALE RM 2                       5.290 METERS 12536     |
 CF0294| CF0338 PHOENIX EL PASO AWY BCN 21          APPROX.39.0 KM 2613656.4 |
 CF0294| CC7169 CLOVERDALE AZ MK                                   3570056.9 |
 CF0294|---------------------------------------------------------------------|
 CF0294
 CF0294                          SUPERSEDED SURVEY CONTROL
 CF0294
 CF0294  NAD 83(1992)-  31 24 23.96800(N)    108 59 19.69778(W) AD(       ) 1
 CF0294  NAD 83(1986)-  31 24 23.96990(N)    108 59 19.68269(W) AD(       ) 1
 CF0294  NAD 27      -  31 24 23.59400(N)    108 59 17.49300(W) AD(       ) 1
 CF0294  NGVD 29 (02/25/92) 1963.7    (m)         6443.     (f) VERT ANG       
 CF0294
 CF0294.Superseded values are not recommended for survey control.
 CF0294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0294.See file dsdata.txt to determine how the superseded data were derived.
 CF0294
 CF0294_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXV9119976420(NAD 83)
 CF0294_MARKER: DS = TRIANGULATION STATION DISK
 CF0294_SETTING: 66 = SET IN ROCK OUTCROP
 CF0294
 CF0294  HISTORY     - Date     Condition        Report By
 CF0294  HISTORY     - 1938     MONUMENTED       CGS
 CF0294  HISTORY     - 1957     GOOD             USGS
 CF0294  HISTORY     - 1972     GOOD             AZHD
 CF0294
 CF0294                          STATION DESCRIPTION
 CF0294
 CF0294'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 CF0294'STATION IS LOCATED ABOUT 4.0 MILES WSW OF THE CLOVERDALE STORE
 CF0294'AND POST OFFICE ON THE MOST SOUTHWESTERN AND HIGHEST OF THE
 CF0294'HIGH PEAKS WHICH FORM THE S END OF THE GUADALUPE MOUNTAINS IN
 CF0294'THE CORONADO NATIONAL FOREST.
 CF0294'
 CF0294'STATION MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL HOLE
 CF0294'IN OUTCROPPING BEDROCK.  REFERENCE AND
 CF0294'AZIMUTH MARKS ARE STANDARD BRONZE DISKS IN OUTCROPPING BEDROCK AS
 CF0294'DESCRIBED.
 CF0294'
 CF0294'TO REACH THE STATION FROM THE CLOVERDALE STORE GO W ON THE
 CF0294'MAIN ROAD 3.1 MILES.  TURN LEFT SW AND W THROUGH A CATTLE GUARD
 CF0294'AND FOLLOW OLD ROAD 0.4 MILE TO FORK.  TAKE LEFT FORK PASSING TO
 CF0294'THE RIGHT OF A RANCH HOUSE AND CONTINUE 0.3 MILE TO THE SECOND
 CF0294'RANCH HOUSE (ROBINSONS RANCH).  END OF TRUCK TRAVEL.  FROM
 CF0294'ROBINSONS RANCH THE STATION IS ABOUT 2.0 MILES S, PACK S KEEPING
 CF0294'TO THE LEFT OF THE FIRST PEAK TO THE TOP OF THE RIDGE.
 CF0294'CONTINUE ALONG THE TOP OF THE RIDGE TO THE THIRD AND HIGHEST
 CF0294'POINT AND STATION.
 CF0294'
 CF0294'STATION MARK IS ABOUT 50 FEET NNE OF THE BOULDERS WHICH FORM
 CF0294'THE PEAK AND ABOUT 10 FEET FROM THE W RIM.
 CF0294'
 CF0294'REFERENCE MARK NO. 1 IS IN A LARGE BOULDER AND EASILY LOCATED.
 CF0294'REFERENCE MARK NO. 2 IS IN A FLAT TOP BOULDER NEARLY FLUSH
 CF0294'WITH THE GROUND.
 CF0294'
 CF0294'AZIMUTH MARK IS 0.5 MILE NNW ON THE FIRST POINT ACROSS SADDLE
 CF0294'FROM STATION, SET IN BOULDER.
 CF0294'
 CF0294'HEIGHT OF LIGHT ABOVE STATION MARK - 0.0 METERS.
 CF0294
 CF0294                          STATION RECOVERY (1957)
 CF0294
 CF0294'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 CF0294'RECOVERED AS DESCRIBED BY NGS IN 1938 IN DESCRIPTION LIST 31 108 3,
 CF0294'STATION 1001.  ALL MARKS IN GOOD CONDITION.
 CF0294
 CF0294                          STATION RECOVERY (1972)
 CF0294
 CF0294'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1972 (TJ)
 CF0294'A.  GENERAL LOCATION HIDALGO COUNTY, N. MEXICO 55 MILES E. OF
 CF0294'DOUGLAS ARIZ.
 CF0294'
 CF0294'B.  TO REACH FROM OLD CLOVERDALE STORE GO WEST ON THE MAIN ROAD
 CF0294'THROUGT 3 CATTLE GUARDS 3.4 MILES TO LEFT FORK.  STAY LEFT FOR
 CF0294'0.4 MILES TO CATTLE GUARD.  GO LEFT 0.15 MILES TO GATE.  PASS
 CF0294'THROUGH TURN LEFT GO 0.05 MILES TO GATE, PASS THROUGH TURN LEFT
 CF0294'(SOUTH) AND FOLLOW GRADER TRAIL 1.5 MILES TO DIRT TANK AND END OF
 CF0294'TRUCK TRAVEL.  4 WD NEEDED.  PACK S KEEPING TO THE LEFT OF
 CF0294'THREE PEAKS AND THE HIGHEST.  PACK IS ABOUT A MILE.
 CF0294'
 CF0294'C.  STATION MARK GOOD
 CF0294'
 CF0294'D.  REFERENCE MARKS R.M. 1 AND R.M. 2 IN AND GOOD.
 CF0294'
 CF0294'E.  AZIMUTH MARK NOT SEARCHED AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0326 ***********************************************************************
 EO0326  DESIGNATION -  CLOVIS GROUND
 EO0326  PID         -  EO0326
 EO0326  STATE/COUNTY-  NM/CURRY
 EO0326  USGS QUAD   -  CLOVIS (1985)
 EO0326
 EO0326                         *CURRENT SURVEY CONTROL
 EO0326  ___________________________________________________________________
 EO0326* NAD 83(1992)-  34 23 59.24507(N)    103 12 18.66402(W)     ADJUSTED  
 EO0326* NAVD 88     -      1299.668  (meters)    4263.99   (feet)  ADJUSTED  
 EO0326  ___________________________________________________________________
 EO0326  LAPLACE CORR-          -3.25  (seconds)                    DEFLEC99
 EO0326  GEOID HEIGHT-         -23.61  (meters)                     GEOID03
 EO0326  DYNAMIC HT  -        1297.961 (meters)    4258.39  (feet)  COMP
 EO0326  MODELED GRAV-     979,276.9   (mgal)                       NAVD 88
 EO0326
 EO0326  HORZ ORDER  -  SECOND
 EO0326  VERT ORDER  -  FIRST     CLASS II
 EO0326
 EO0326.The horizontal coordinates were established by classical geodetic methods
 EO0326.and adjusted by the National Geodetic Survey in December 1993..
 EO0326
 EO0326.The orthometric height was determined by differential leveling
 EO0326.and adjusted by the National Geodetic Survey in June 1991..
 EO0326
 EO0326.The Laplace correction was computed from DEFLEC99 derived deflections.
 EO0326
 EO0326.The geoid height was determined by GEOID03.
 EO0326
 EO0326.The dynamic height is computed by dividing the NAVD 88
 EO0326.geopotential number by the normal gravity value computed on the
 EO0326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0326.degrees latitude (g = 980.6199 gals.).
 EO0326
 EO0326.The modeled gravity was interpolated from observed gravity values.
 EO0326
 EO0326;                    North         East     Units Scale Factor Converg.
 EO0326;SPC NM E     -   377,576.956   268,726.003   MT  1.00004167   +0 38 14.7
 EO0326;SPC NM E     - 1,238,767.06    881,645.23   sFT  1.00004167   +0 38 14.7
 EO0326;UTM  13      - 3,807,945.520   664,976.638   MT  0.99993549   +1 00 51.2
 EO0326
 EO0326!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EO0326!SPC NM E     -   0.99979973  x   1.00004167  =   0.99984139
 EO0326!UTM  13      -   0.99979973  x   0.99993549  =   0.99973523
 EO0326
 EO0326                          SUPERSEDED SURVEY CONTROL
 EO0326
 EO0326  NAD 83(1986)-  34 23 59.25176(N)    103 12 18.65784(W) AD(       ) 2
 EO0326  NAD 27      -  34 23 58.97300(N)    103 12 16.84600(W) AD(       ) 2
 EO0326  NGVD 29 (??/??/92) 1299.058  (m)         4261.99   (f) ADJ UNCH    1 2
 EO0326
 EO0326.Superseded values are not recommended for survey control.
 EO0326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0326.See file dsdata.txt to determine how the superseded data were derived.
 EO0326
 EO0326_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFU6497707946(NAD 83)
 EO0326_MARKER: DS = TRIANGULATION STATION DISK
 EO0326_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EO0326_SP_SET: SIDEWALK
 EO0326_STAMPING: CLOVIS GROUND 1935
 EO0326_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EO0326
 EO0326  HISTORY     - Date     Condition        Report By
 EO0326  HISTORY     - 1935     MONUMENTED       CGS
 EO0326  HISTORY     - 1940     GOOD             CGS
 EO0326  HISTORY     - 1952     GOOD             CGS
 EO0326  HISTORY     - 1956     GOOD             USGS
 EO0326  HISTORY     - 1958     GOOD             NGS
 EO0326  HISTORY     - 1961     GOOD             LOCENG
 EO0326  HISTORY     - 1982     MARK NOT FOUND   NGS
 EO0326
 EO0326                          STATION DESCRIPTION
 EO0326
 EO0326'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 EO0326'THE STATION IS IN THE TOWN OF CLOVIS, 5.61 FEET WEST-NORTHWEST
 EO0326'OF THE SOUTHWEST CORNER OF THE CLOVIS HOTEL, 10.02 FEET EAST
 EO0326'OF THE WEST EDGE OF THE SIDEWALK, 7.2 FEET EAST OF THE CENTER
 EO0326'OF A FIREPLUG, AND 31.03 FEET SOUTH-SOUTHWEST OF THE WEST
 EO0326'ENTRANCE TO THE HOTEL LOBBY.  THE STATION AND REFERENCE MARKS
 EO0326'ARE STANDARD DISKS SET IN THE CONCRETE SIDEWALK.  REFERENCE
 EO0326'MARK NO. 1 IS 13.9 FEET WEST OF THE CENTER OF A LAMP POST,
 EO0326'15.06 FEET FROM THE SOUTHEAST SIDEWALK CORNER, 1.4 FEET
 EO0326'SOUTHWEST OF THE SOUTHEAST CORNER OF A BRICK BUILDING, AND
 EO0326'96.39 FEET WEST OF THE STATION.  AND NO. 2 IS 65.94 FEET
 EO0326'NORTH-NORTHWEST OF THE NORTHWEST CORNER OF BAYS AUTOMOTIVE
 EO0326'ASSOCIATION BUILDING, 3.6 FEET EAST OF THE WEST EDGE OF
 EO0326'THE SIDEWALK, 2.2 FEET EAST OF THE CENTER OF A LAMP POST
 EO0326'AND 93.57 FEET SOUTH OF THE STATION.  A NOTE IN THE
 EO0326'RECORDS STATES THAT THE REFERENCE MARKS ARE NUMBERED WRONG.
 EO0326
 EO0326                          STATION RECOVERY (1940)
 EO0326
 EO0326'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (DHK)
 EO0326'STATION IS IN THE TOWN OF CLOVIS, N.MEX., NEAR THE CLOVIS
 EO0326'HOTEL WHICH IS AT THE NE CORNER OF SECOND AND MAIN STREETS,
 EO0326'31.03 FEET SSW OF THE W ENTRANCE TO THE HOTEL LOBBY, 10.02
 EO0326'FEET E OF THE W EDGE OF THE SIDEWALK, 7.2 FEET E OF THE CENTER
 EO0326'OF A FIRE PLUG, 5.61 FEET WNW OF THE SW CORNER OF THE HOTEL
 EO0326'BUILDING, SET HORIZONTALLY AND COUNTER-SUNK IN CONCRETE
 EO0326'SIDEWALK.
 EO0326'
 EO0326'STATION MARK IS A DISK IN DRILL HOLE, STAMPED CLOVIS GROUND
 EO0326'1935.
 EO0326'
 EO0326'REFERENCE MARK NO. 1 IS AT THE NW CORNER OF SECOND AND MAIN
 EO0326'STREETS, 96.39 FEET W OF THE STATION, 15.06 FEET FROM THE
 EO0326'SE SIDEWALK CORNER, 13.9 FEET W OF THE CENTER OF THE STREET
 EO0326'LIGHT POST, 1.4 FEET SW OF THE SE CORNER OF A BRICK BUILDING,
 EO0326'SET HORIZONTALLY AND COUNTER-SUNK IN CONCRETE SIDEWALK.
 EO0326'
 EO0326'MARK IS STANDARD DISK IN DRILL HOLE, STAMPED CLOVIS GROUND
 EO0326'NO. 1 1935.
 EO0326'
 EO0326'REFERENCE MARK NO. 2 IS AT THE SE CORNER OF SECOND AND MAIN
 EO0326'STREETS, 93.57 FEET S OF THE STATION, 65.94 FEET NNW OF THE
 EO0326'NW CORNER OF BAYS AUTOMOTIVE ASSOCIATION BUILDING, 3.6 FEET
 EO0326'E OF THE W EDGE OF THE SIDEWALK, 2.2 FEET E OF THE CENTER OF
 EO0326'A STREET LIGHT POST, SET HORIZONTALLY AND COUNTER-SUNK IN THE
 EO0326'CONCRETE SIDEWALK.
 EO0326'
 EO0326'MARK IS A STANDARD DISK IN DRILL HOLE, STAMPED CLOVIS GROUND
 EO0326'NO. 2 1935.
 EO0326
 EO0326                          STATION RECOVERY (1952)
 EO0326
 EO0326'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (LWQ)
 EO0326'THE STATION WAS RECOVERED AS DESCRIBED.  THE DESCRIPTION IS
 EO0326'ADEQUATE.  THE STATION AND REFERENCE MARKS ARE IN GOOD CONDITION.
 EO0326'DISTANCES TO REFERENCE MARKS WERE NOT CHECKED.
 EO0326
 EO0326                          STATION RECOVERY (1956)
 EO0326
 EO0326'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 EO0326'STATION RECOVERED IN GOOD CONDITION.
 EO0326'
 EO0326'REFERENCE MARKS WERE NOT CHECKED.
 EO0326'
 EO0326'THE AZIMUTH TO STATION CLOVIS ROOF AS GIVEN IN THE CONTROL
 EO0326'NOTES IS WRONG, AS IS THE BACK AZIMUTH.  CLOVIS GROUND IS
 EO0326'PRACTICALLY DUE W OF CLOVIS ROOF, WHICH MAKES THE AZIMUTH
 EO0326'AS GIVEN 181 DEG 45 MIN IN ERROR BY ABOUT 90 DEG.
 EO0326
 EO0326                          STATION RECOVERY (1958)
 EO0326
 EO0326'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 EO0326'IN CLOVIS.
 EO0326'AT CLOVIS, ABOUT 0.1 MILE EAST ALONG 1ST STREET FROM THE ATCHISON,
 EO0326'TOPEKA AND SANTA FE RAILWAY STATION, THENCE ABOUT 0.1 MILE NORTH ALONG
 EO0326'STATE HIGHWAY 18, IN THE TOP OF THE SIDEWALK, AT THE NORTHEAST CORNER
 EO0326'OF THE INTERSECTION OF 2ND STREET AND MAIN STREET, 5 1/2 FEET
 EO0326'NORTHWEST OF THE SOUTHWEST CORNER OF THE CLOVIS HOTEL, 10 FEET EAST OF
 EO0326'THE WEST EDGE OF THE SIDEWALK, AND 7 FEET EAST OF A HYDRANT.
 EO0326
 EO0326                          STATION RECOVERY (1961)
 EO0326
 EO0326'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1961
 EO0326'RECOVERED BY--D. GRIGGS GEN. CONSTR. CO.
 EO0326'
 EO0326'STATION AND R.M. 1 WERE FOUND IN GOOD CONDITION.  R.M. 2
 EO0326'WAS DESTROYED.
 EO0326
 EO0326                          STATION RECOVERY (1982)
 EO0326
 EO0326'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 EO0326'THIS MARK WAS RECOVERED IN GOOD CONDITION BUT A NEW SIDEWALK WAS
 EO0326'POURED OVER TOP OF IT BEFORE THE MARK WAS LEVELED TO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0327 ***********************************************************************
 EO0327  DESIGNATION -  CLOVIS GROUND RM 1
 EO0327  PID         -  EO0327
 EO0327  STATE/COUNTY-  NM/CURRY
 EO0327  USGS QUAD   -  CLOVIS (1985)
 EO0327
 EO0327                         *CURRENT SURVEY CONTROL
 EO0327  ___________________________________________________________________
 EO0327* NAD 83(1986)-  34 23 58.     (N)    103 12 18.     (W)     SCALED    
 EO0327* NAVD 88     -      1299.685  (meters)    4264.05   (feet)  ADJUSTED  
 EO0327  ___________________________________________________________________
 EO0327  GEOID HEIGHT-         -23.61  (meters)                     GEOID03
 EO0327  DYNAMIC HT  -        1297.978 (meters)    4258.45  (feet)  COMP
 EO0327  MODELED GRAV-     979,276.9   (mgal)                       NAVD 88
 EO0327
 EO0327  VERT ORDER  -  FIRST     CLASS II
 EO0327
 EO0327.The horizontal coordinates were scaled from a topographic map and have
 EO0327.an estimated accuracy of +/- 6 seconds.
 EO0327
 EO0327.The orthometric height was determined by differential leveling
 EO0327.and adjusted by the National Geodetic Survey in June 1991..
 EO0327.WARNING-Repeat measurements at this control monument indicate possible
 EO0327.vertical movement.
 EO0327
 EO0327.The geoid height was determined by GEOID03.
 EO0327
 EO0327.The dynamic height is computed by dividing the NAVD 88
 EO0327.geopotential number by the normal gravity value computed on the
 EO0327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0327.degrees latitude (g = 980.6199 gals.).
 EO0327
 EO0327.The modeled gravity was interpolated from observed gravity values.
 EO0327
 EO0327;                    North         East    Units  Estimated Accuracy
 EO0327;SPC NM E     -   377,540.      268,740.      MT  (+/- 180 meters Scaled)
 EO0327
 EO0327                          SUPERSEDED SURVEY CONTROL
 EO0327
 EO0327  NGVD 29 (??/??/92) 1299.075  (m)         4262.05   (f) ADJ UNCH    1 2
 EO0327
 EO0327.Superseded values are not recommended for survey control.
 EO0327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0327.See file dsdata.txt to determine how the superseded data were derived.
 EO0327
 EO0327_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFU649079(NAD 83)
 EO0327_MARKER: DR = REFERENCE MARK DISK
 EO0327_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EO0327_SP_SET: SIDEWALK
 EO0327_STAMPING: CLOVIS GROUND NO 1 1935
 EO0327_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EO0327
 EO0327  HISTORY     - Date     Condition        Report By
 EO0327  HISTORY     - 1935     MONUMENTED       CGS
 EO0327  HISTORY     - 1958     GOOD             NGS
 EO0327  HISTORY     - 1982     MARK NOT FOUND   NGS
 EO0327
 EO0327                          STATION DESCRIPTION
 EO0327
 EO0327'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 EO0327'IN CLOVIS.
 EO0327'AT CLOVIS, ABOUT 0.1 MILE EAST ALONG 1ST STREET FROM THE ATCHISON,
 EO0327'TOPEKA AND SANTA FE RAILWAY STATION, THENCE ABOUT 0.1 MILE NORTH ALONG
 EO0327'STATE HIGHWAY 18, IN THE TOP OF THE SIDEWALK, 96 1/2 FEET WEST OF
 EO0327'TRIANGULATION STATION CLOVIS GROUND, 21 FEET EAST OF A LAMP POST, 15
 EO0327'FEET SOUTHWEST OF THE SOUTHEAST CORNER OF A BRICK BUILDING, AND 4 1/2
 EO0327'FEET NORTH OF THE SOUTH EDGE OF THE SIDEWALK.
 EO0327
 EO0327                          STATION RECOVERY (1982)
 EO0327
 EO0327'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 EO0327'THIS MARK WAS RECOVERED IN GOOD CONDITION BUT A NEW SIDEWALK WAS
 EO0327'POURED OVER TOP OF IT BEFORE THE MARK WAS LEVELED TO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0328 ***********************************************************************
 EO0328  DESIGNATION -  CLOVIS GROUND RM 2
 EO0328  PID         -  EO0328
 EO0328  STATE/COUNTY-  NM/CURRY
 EO0328  USGS QUAD   -  CLOVIS (1985)
 EO0328
 EO0328                         *CURRENT SURVEY CONTROL
 EO0328  ___________________________________________________________________
 EO0328* NAD 83(1986)-  34 23 58.     (N)    103 12 18.     (W)     SCALED    
 EO0328* NAVD 88     -      1299.544  (meters)    4263.59   (feet)  ADJUSTED  
 EO0328  ___________________________________________________________________
 EO0328  GEOID HEIGHT-         -23.61  (meters)                     GEOID03
 EO0328  DYNAMIC HT  -        1297.837 (meters)    4257.99  (feet)  COMP
 EO0328  MODELED GRAV-     979,276.9   (mgal)                       NAVD 88
 EO0328
 EO0328  VERT ORDER  -  FIRST     CLASS II
 EO0328
 EO0328.The horizontal coordinates were scaled from a topographic map and have
 EO0328.an estimated accuracy of +/- 6 seconds.
 EO0328
 EO0328.The orthometric height was determined by differential leveling
 EO0328.and adjusted by the National Geodetic Survey in June 1991..
 EO0328.WARNING-Repeat measurements at this control monument indicate possible
 EO0328.vertical movement.
 EO0328
 EO0328.The geoid height was determined by GEOID03.
 EO0328
 EO0328.The dynamic height is computed by dividing the NAVD 88
 EO0328.geopotential number by the normal gravity value computed on the
 EO0328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0328.degrees latitude (g = 980.6199 gals.).
 EO0328
 EO0328.The modeled gravity was interpolated from observed gravity values.
 EO0328
 EO0328;                    North         East    Units  Estimated Accuracy
 EO0328;SPC NM E     -   377,540.      268,740.      MT  (+/- 180 meters Scaled)
 EO0328
 EO0328                          SUPERSEDED SURVEY CONTROL
 EO0328
 EO0328  NGVD 29 (??/??/92) 1298.933  (m)         4261.58   (f) ADJ UNCH    1 2
 EO0328
 EO0328.Superseded values are not recommended for survey control.
 EO0328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0328.See file dsdata.txt to determine how the superseded data were derived.
 EO0328
 EO0328_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFU649079(NAD 83)
 EO0328_MARKER: DR = REFERENCE MARK DISK
 EO0328_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EO0328_SP_SET: SIDEWALK
 EO0328_STAMPING: CLOVIS GROUND NO 2 1935
 EO0328_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EO0328
 EO0328  HISTORY     - Date     Condition        Report By
 EO0328  HISTORY     - 1935     MONUMENTED       CGS
 EO0328  HISTORY     - 1958     GOOD             NGS
 EO0328  HISTORY     - 1982     MARK NOT FOUND   NGS
 EO0328
 EO0328                          STATION DESCRIPTION
 EO0328
 EO0328'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 EO0328'IN CLOVIS.
 EO0328'AT CLOVIS, ABOUT 0.1 MILE EAST ALONG 1ST STREET FROM THE ATCHISON,
 EO0328'TOPEKA AND SANTA FE RAILWAY STATION, THENCE ABOUT 0.1 MILE NORTH ALONG
 EO0328'STATE HIGHWAY 18, IN THE TOP OF THE CONCRETE SIDEWALK, 93 1/2 FEET
 EO0328'SOUTH OF TRIANGULATION STATION CLOVIS GROUND, 66 FEET NORTHWEST OF THE
 EO0328'NORTHWEST CORNER OF A BUILDING, 48 FEET NORTHWEST OF THE NORTH CORNER
 EO0328'OF A SERVICE STATION, AND 4 FEET EAST OF THE WEST EDGE OF THE
 EO0328'SIDEWALK.
 EO0328
 EO0328                          STATION RECOVERY (1982)
 EO0328
 EO0328'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 EO0328'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0663 ***********************************************************************
 EO0663  DESIGNATION -  CLOVIS MIDWEST VIDEO MAST
 EO0663  PID         -  EO0663
 EO0663  STATE/COUNTY-  NM/CURRY
 EO0663  USGS QUAD   -  CLOVIS (1985)
 EO0663
 EO0663                         *CURRENT SURVEY CONTROL
 EO0663  ___________________________________________________________________
 EO0663* NAD 83(1992)-  34 24 59.43827(N)    103 12 28.84523(W)     ADJUSTED  
 EO0663* NAVD 88     -                                                        
 EO0663  ___________________________________________________________________
 EO0663  LAPLACE CORR-          -3.22  (seconds)                    DEFLEC99
 EO0663  GEOID HEIGHT-         -23.62  (meters)                     GEOID03
 EO0663
 EO0663  HORZ ORDER  -  THIRD
 EO0663
 EO0663.The horizontal coordinates were established by classical geodetic methods
 EO0663.and adjusted by the National Geodetic Survey in December 1993..
 EO0663
 EO0663
 EO0663.The Laplace correction was computed from DEFLEC99 derived deflections.
 EO0663
 EO0663.The geoid height was determined by GEOID03.
 EO0663
 EO0663;                    North         East     Units Scale Factor Converg.
 EO0663;SPC NM E     -   379,428.811   268,445.377   MT  1.00004095   +0 38 09.9
 EO0663;SPC NM E     - 1,244,842.69    880,724.54   sFT  1.00004095   +0 38 09.9
 EO0663;UTM  13      - 3,809,795.293   664,683.867   MT  0.99993430   +1 00 47.0
 EO0663
 EO0663                          SUPERSEDED SURVEY CONTROL
 EO0663
 EO0663  NAD 83(1986)-  34 24 59.44534(N)    103 12 28.83814(W) AD(       ) 4
 EO0663  NAD 27      -  34 24 59.15142(N)    103 12 27.09749(W) AD(       ) 3
 EO0663
 EO0663.Superseded values are not recommended for survey control.
 EO0663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0663.See file dsdata.txt to determine how the superseded data were derived.
 EO0663
 EO0663_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFU6468409795(NAD 83)
 EO0663_MARKER: 42 = RADIO/TV MAST
 EO0663_SETTING: 0 = UNSPECIFIED SETTING
 EO0663
 EO0663  HISTORY     - Date     Condition        Report By
 EO0663  HISTORY     - 1972     FIRST OBSERVED   NGS
 EO0663  HISTORY     - 1979     GOOD             NGS
 EO0663  HISTORY     - 1982     GOOD             NGS
 EO0663  HISTORY     - 20051023 GOOD             GEOCAC
 EO0663
 EO0663                          STATION DESCRIPTION
 EO0663
 EO0663'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 EO0663'A GUYED MAST, PAINTED RED AND WHITE IN ALTERNATE SECTIONS, WITH 1
 EO0663'RELAY PANEL MOUNTED ABOUT 3/4 WAY UP THE MAST.  540 FEET IN HEIGHT
 EO0663'INCLUDING BEACON - PLUS ANTENNA - OVERALL HEIGHT APPROXIMATELY 555
 EO0663'FEET.  LOCATED IN NORTH PART OF CLOVIS, 1.4 MILES NORTH OF THE
 EO0663'SANTA FE RAILROAD, 0.15 MILE WEST OF MAIN STREET, 0.1 MILE EAST
 EO0663'OF MITCHELL ST., AND 0.1 MILE NORTH OF PURDUE AVE. IN A FENCED
 EO0663'AREA ENCLOSING A SMALL LAKE AND PARK.  POINT OBSERVED, LIGHT AT
 EO0663'TOP OF MAST.
 EO0663
 EO0663                          STATION RECOVERY (1979)
 EO0663
 EO0663'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (VEN)
 EO0663'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 EO0663'
 EO0663'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN CLOVIS.
 EO0663
 EO0663                          STATION RECOVERY (1982)
 EO0663
 EO0663'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (GFS)
 EO0663'STATION RECOVERED AS DESCRIBED IN GOOD
 EO0663'CONDITION.
 EO0663'
 EO0663'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT CLOVIS.
 EO0663
 EO0663                          STATION RECOVERY (2005)
 EO0663
 EO0663'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 EO0663'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0659 ***********************************************************************
 EO0659  DESIGNATION -  CLOVIS RAD STA KWKA CEN MAST
 EO0659  PID         -  EO0659
 EO0659  STATE/COUNTY-  NM/CURRY
 EO0659  USGS QUAD   -  MIDWAY (1985)
 EO0659
 EO0659                         *CURRENT SURVEY CONTROL
 EO0659  ___________________________________________________________________
 EO0659* NAD 83(1992)-  34 21 50.48828(N)    103 13 07.02508(W)     ADJUSTED  
 EO0659* NAVD 88     -                                                        
 EO0659  ___________________________________________________________________
 EO0659  LAPLACE CORR-          -3.18  (seconds)                    DEFLEC99
 EO0659  GEOID HEIGHT-         -23.52  (meters)                     GEOID03
 EO0659
 EO0659  HORZ ORDER  -  THIRD
 EO0659
 EO0659.The horizontal coordinates were established by classical geodetic methods
 EO0659.and adjusted by the National Geodetic Survey in December 1993..
 EO0659
 EO0659
 EO0659.The Laplace correction was computed from DEFLEC99 derived deflections.
 EO0659
 EO0659.The geoid height was determined by GEOID03.
 EO0659
 EO0659;                    North         East     Units Scale Factor Converg.
 EO0659;SPC NM E     -   373,595.909   267,534.405   MT  1.00003864   +0 37 45.3
 EO0659;SPC NM E     - 1,225,705.91    877,735.79   sFT  1.00003864   +0 37 45.3
 EO0659;UTM  13      - 3,803,957.154   663,811.359   MT  0.99993077   +1 00 20.6
 EO0659
 EO0659                          SUPERSEDED SURVEY CONTROL
 EO0659
 EO0659  NAD 83(1986)-  34 21 50.49594(N)    103 13 07.01814(W) AD(       ) 4
 EO0659  NAD 27      -  34 21 50.20848(N)    103 13 05.21552(W) AD(       ) 3
 EO0659
 EO0659.Superseded values are not recommended for survey control.
 EO0659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0659.See file dsdata.txt to determine how the superseded data were derived.
 EO0659
 EO0659_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFU6381103957(NAD 83)
 EO0659_MARKER: 42 = RADIO/TV MAST
 EO0659
 EO0659  HISTORY     - Date     Condition        Report By
 EO0659  HISTORY     - 1972     FIRST OBSERVED   NGS
 EO0659  HISTORY     - 1979     GOOD             NGS
 EO0659  HISTORY     - 1982     GOOD             NGS
 EO0659
 EO0659                          STATION DESCRIPTION
 EO0659
 EO0659'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 EO0659'A GUYED MAST, PAINTED RED AND WHITE IN ALTERNATE SECTIONS, 360 FEET
 EO0659'IN HEIGHT OVERALL.  THE CENTER 1 OF 3 SIMILAR MASTS SET IN AN
 EO0659'EAST-SOUTHEAST - WEST-NORTHWEST LINE APPROXIMATELY 600 FEET
 EO0659'APART.  ABOUT 2-3/4 MILES SOUTH OF THE SANTA FE RAILROAD IN
 EO0659'CLOVIS, AND 1-1/4 MILES WEST OF U.S. HIGHWAY 70 LEADING SOUTH.
 EO0659'POINT OBSERVED, LIGHT AT TOP OF MAST.
 EO0659
 EO0659                          STATION RECOVERY (1979)
 EO0659
 EO0659'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (VEN)
 EO0659'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 EO0659'
 EO0659'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MI S OF CLOVIS.
 EO0659
 EO0659                          STATION RECOVERY (1982)
 EO0659
 EO0659'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (GFS)
 EO0659'STATION RECOVERED AS DESCRIBED IN GOOD
 EO0659'CONDITION.
 EO0659'
 EO0659'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES SOUTHWEST
 EO0659'OF CLOVIS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0662 ***********************************************************************
 EO0662  DESIGNATION -  CLOVIS ROOF
 EO0662  PID         -  EO0662
 EO0662  STATE/COUNTY-  NM/CURRY
 EO0662  USGS QUAD   -  CLOVIS (1985)
 EO0662
 EO0662                         *CURRENT SURVEY CONTROL
 EO0662  ___________________________________________________________________
 EO0662* NAD 83(1992)-  34 23 59.24762(N)    103 12 18.60158(W)     ADJUSTED  
 EO0662* NAVD 88     -      1331.15   (+/-2cm)    4367.3    (feet)  VERTCON   
 EO0662  ___________________________________________________________________
 EO0662  LAPLACE CORR-          -3.25  (seconds)                    DEFLEC99
 EO0662  GEOID HEIGHT-         -23.61  (meters)                     GEOID03
 EO0662
 EO0662  HORZ ORDER  -  SECOND
 EO0662  VERT ORDER  -  THIRD ? (See Below)
 EO0662
 EO0662.The horizontal coordinates were established by classical geodetic methods
 EO0662.and adjusted by the National Geodetic Survey in December 1993..
 EO0662
 EO0662.The NAVD 88 height was computed by applying the VERTCON shift value to
 EO0662.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EO0662.The vertical order pertains to the NGVD 29 superseded value.
 EO0662
 EO0662.The Laplace correction was computed from DEFLEC99 derived deflections.
 EO0662
 EO0662.The geoid height was determined by GEOID03.
 EO0662
 EO0662;                    North         East     Units Scale Factor Converg.
 EO0662;SPC NM E     -   377,577.052   268,727.597   MT  1.00004167   +0 38 14.7
 EO0662;SPC NM E     - 1,238,767.38    881,650.46   sFT  1.00004167   +0 38 14.7
 EO0662;UTM  13      - 3,807,945.627   664,978.231   MT  0.99993550   +1 00 51.3
 EO0662
 EO0662!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EO0662!SPC NM E     -   0.99979479  x   1.00004167  =   0.99983645
 EO0662!UTM  13      -   0.99979479  x   0.99993550  =   0.99973030
 EO0662
 EO0662|---------------------------------------------------------------------|
 EO0662| PID    Reference Object                     Distance      Geod. Az  |
 EO0662|                                                           dddmmss.s |
 EO0662| CJ6935 CLOVIS ROOF RM 1                     13.463 METERS 00142     |
 EO0662| CJ6936 CLOVIS ROOF RM 2                      5.971 METERS 09943     |
 EO0662| EO0329 CLOVIS ROOF AZ MK                                  2671513.6 |
 EO0662|---------------------------------------------------------------------|
 EO0662
 EO0662                          SUPERSEDED SURVEY CONTROL
 EO0662
 EO0662  NAD 83(1986)-  34 23 59.25432(N)    103 12 18.59543(W) AD(       ) 2
 EO0662  NAD 27      -  34 23 58.97500(N)    103 12 16.78400(W) AD(       ) 2
 EO0662  NGVD 29 (07/19/86) 1330.53   (m)         4365.2    (f) LEVELING    3  
 EO0662
 EO0662.Superseded values are not recommended for survey control.
 EO0662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0662.See file dsdata.txt to determine how the superseded data were derived.
 EO0662
 EO0662_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFU6497807946(NAD 83)
 EO0662_MARKER: DS = TRIANGULATION STATION DISK
 EO0662_SETTING: 0 = UNSPECIFIED SETTING
 EO0662
 EO0662  HISTORY     - Date     Condition        Report By
 EO0662  HISTORY     - 1935     MONUMENTED       CGS
 EO0662  HISTORY     - 1940     GOOD             CGS
 EO0662  HISTORY     - 1945     GOOD             CGS
 EO0662  HISTORY     - 1952     GOOD             CGS
 EO0662  HISTORY     - 1956     GOOD             USGS
 EO0662  HISTORY     - 1965     GOOD             CGS
 EO0662
 EO0662                          STATION DESCRIPTION
 EO0662
 EO0662'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 EO0662'THE STATION IS IN THE TOWN OF CLOVIS, IN THE WEST COPING OF
 EO0662'THE CLOVIS HOTEL ROOF, NEAR THE SOUTHWEST CORNER.  STATION
 EO0662'AND REFERENCE MARKS ARE STANDARD DISKS.  REFERENCE MARK NO. 1
 EO0662'IS IN THE NORTH COPING, NEAR THE NORTHWEST CORNER OF THE
 EO0662'HOTEL ROOF AND 13.465 METERS (44.18 FEET) FROM STATION
 EO0662'N 01 DEG 42 MIN E, AND NO. 2 IS IN THE SOUTH COPING
 EO0662'OF THE ROOF AND 5.792 METERS (19.59 FEET) FROM STATION
 EO0662'S 80 DEG 17 MIN E.  THE AZIMUTH MARK, A STANDARD DISK SET
 EO0662'IN CONCRETE, IS 33 FEET SOUTH OF
 EO0662'THE CENTER LINE OF SECOND STREET, 53 FEET WEST OF THE
 EO0662'CENTER LINE OF MERRIWETHER STREET, 109 FEET NORTHEAST OF A
 EO0662'WOODEN FRAME BUILDING, 4 INCHES NORTH OF A CONCRETE
 EO0662'SIDEWALK, AND 501.259 METERS (1,644.55 FEET) FROM STATION
 EO0662'S 87 DEG 15 MIN W.  CLOVIS GROUND IS 1.596
 EO0662'METERS (5.24 FEET) FROM THE STATION S 01 DEG 45 MIN W.
 EO0662
 EO0662                          STATION RECOVERY (1940)
 EO0662
 EO0662'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (DHK)
 EO0662'STATION IS IN THE TOWN OF CLOVIS, N.MEX., ON THE ROOF OF THE
 EO0662'CLOVIS HOTEL WHICH IS AT THE NE CORNER OF SECOND AND MAIN
 EO0662'STREETS, NEAR THE SW CORNER, IN THE W COPING OF THE CLOVIS
 EO0662'HOTEL ROOF.
 EO0662'
 EO0662'MARK IS A STANDARD DISK IN COPING, STAMPED CLOVIS ROOF 1935.
 EO0662'
 EO0662'REFERENCE MARK NO. 1 IS IN THE N COPING, NEAR THE NW CORNER
 EO0662'OF THE HOTEL ROOF, 13.465 METERS (44.18 FEET) FROM STATION
 EO0662'N 01 DEG 42 MIN E.  MARK IS A STANDARD DISK, STAMPED
 EO0662'CLOVIS ROOF NO. 1 1935.
 EO0662'
 EO0662'REFERENCE MARK NO. 2 IS IN THE S COPING OF THE ROOF, 5.972
 EO0662'METERS (19.59 FEET) FROM THE STATION S 80 DEG 17 MIN E.
 EO0662'MARK IS A STANDARD DISK, STAMPED CLOVIS ROOF NO. 2 1935.
 EO0662'
 EO0662'AZIMUTH MARK IS AT THE SW CORNER OF SECOND AND MERRIWETHER
 EO0662'STREETS, 501.259 METERS (1,644.55 FEET) FROM THE STATION
 EO0662'S 87 DEG 15 MIN W, 109 FEET NE OF A WOODEN FRAME
 EO0662'BUILDING, 53 FEET W OF THE CENTER LINE OF MERRIWETHER STREET,
 EO0662'33 FEET S OF THE CENTER LINE OF SECOND STREET, 4 INCHES N OF
 EO0662'A CONCRETE SIDEWALK.  MARK IS A STANDARD DISK IN CONCRETE
 EO0662'POST PROJECTING 0.2 FOOT, STAMPED CLOVIS AZIMUTH 1935.
 EO0662'
 EO0662'CLOVIS GROUND 1935 IS 1.596 METERS (5.24 FEET) FROM STATION
 EO0662'S 01 DEG 45 MIN W.
 EO0662'
 EO0662'NOTE--THE AZIMUTH MARK WAS THE ONLY ONE OF TRIANGULATION MARKS
 EO0662'CLOVIS ROOF 1935, CLOVIS ROOF NO. 1 1935, CLOVIS ROOF NO. 2
 EO0662'1935, AND CLOVIS AZIMUTH 1935, RECOVERED TO BE TIED IN BY
 EO0662'LEVELS, BECAUSE THE MARKS ON THE HOTEL ROOF WOULD BE INACCESSIBLE.
 EO0662
 EO0662                          STATION RECOVERY (1945)
 EO0662
 EO0662'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (HJB)
 EO0662'STATION RECOVERED AS DESCRIBED AND IN GOOD CONDITION.  DESCRIPTION
 EO0662'ADEQUATE.  REFERENCE MARKS RECOVERED AND ARE IN GOOD CONDITION.
 EO0662
 EO0662                          STATION RECOVERY (1952)
 EO0662
 EO0662'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (LWQ)
 EO0662'THE STATION WAS RECOVERED IN EXCELLENT CONDITION.  DESCRIPTION
 EO0662'IS ADEQUATE.  DISTANCES TO REFERENCE MARKS WERE NOT CHECKED.
 EO0662
 EO0662                          STATION RECOVERY (1956)
 EO0662
 EO0662'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 EO0662'STATION, REFERENCE MARKS, AND AZIMUTH MARK RECOVERED IN GOOD
 EO0662'CONDITION AS DESCRIBED.
 EO0662
 EO0662                          STATION RECOVERY (1965)
 EO0662
 EO0662'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JWB)
 EO0662'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0329 ***********************************************************************
 EO0329  DESIGNATION -  CLOVIS ROOF AZ MK
 EO0329  PID         -  EO0329
 EO0329  STATE/COUNTY-  NM/CURRY
 EO0329  USGS QUAD   -  CLOVIS (1985)
 EO0329
 EO0329                         *CURRENT SURVEY CONTROL
 EO0329  ___________________________________________________________________
 EO0329* NAD 83(1986)-  34 23 58.     (N)    103 12 38.     (W)     SCALED    
 EO0329* NAVD 88     -      1300.028  (meters)    4265.18   (feet)  ADJUSTED  
 EO0329  ___________________________________________________________________
 EO0329  GEOID HEIGHT-         -23.59  (meters)                     GEOID03
 EO0329  DYNAMIC HT  -        1298.321 (meters)    4259.57  (feet)  COMP
 EO0329  MODELED GRAV-     979,277.0   (mgal)                       NAVD 88
 EO0329
 EO0329  VERT ORDER  -  FIRST     CLASS II
 EO0329
 EO0329.The horizontal coordinates were scaled from a topographic map and have
 EO0329.an estimated accuracy of +/- 6 seconds.
 EO0329
 EO0329.The orthometric height was determined by differential leveling
 EO0329.and adjusted by the National Geodetic Survey in June 1991..
 EO0329
 EO0329.The geoid height was determined by GEOID03.
 EO0329
 EO0329.The dynamic height is computed by dividing the NAVD 88
 EO0329.geopotential number by the normal gravity value computed on the
 EO0329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0329.degrees latitude (g = 980.6199 gals.).
 EO0329
 EO0329.The modeled gravity was interpolated from observed gravity values.
 EO0329
 EO0329;                    North         East    Units  Estimated Accuracy
 EO0329;SPC NM E     -   377,530.      268,230.      MT  (+/- 180 meters Scaled)
 EO0329
 EO0329                          SUPERSEDED SURVEY CONTROL
 EO0329
 EO0329  NGVD 29 (??/??/92) 1299.420  (m)         4263.18   (f) ADJ UNCH    1 2
 EO0329
 EO0329.Superseded values are not recommended for survey control.
 EO0329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0329.See file dsdata.txt to determine how the superseded data were derived.
 EO0329
 EO0329_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFU644078(NAD 83)
 EO0329_MARKER: DZ = AZIMUTH MARK DISK
 EO0329_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EO0329_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EO0329_STAMPING: CLOVIS AZIMUTH 1935
 EO0329_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EO0329+STABILITY: SURFACE MOTION
 EO0329
 EO0329  HISTORY     - Date     Condition        Report By
 EO0329  HISTORY     - 1935     MONUMENTED       CGS
 EO0329  HISTORY     - 1952     GOOD             NGS
 EO0329
 EO0329                          STATION DESCRIPTION
 EO0329
 EO0329'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 EO0329'IN CLOVIS.
 EO0329'AT CLOVIS, CURRY COUNTY, AT THE SOUTHWEST CORNER OF THE INTERSECTION
 EO0329'OF SECOND AND MERRIWETHER STREETS, 53 FEET WEST OF THE CENTERLINE OF
 EO0329'MERRIWETHER STREET, 33 FEET SOUTH OF THE CENTERLINE OF SECOND STREET,
 EO0329'AND 10 FEET NORTH OF THE NORTH EDGE OF THE SIDEWALK ON SECOND STREET.
 EO0329'A STANDARD AZIMUTH-MARK DISK, STAMPED CLOVIS AZIMUTH 1935 AND SET IN
 EO0329'THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0661 ***********************************************************************
 EO0661  DESIGNATION -  CLOVIS WATER TANK
 EO0661  PID         -  EO0661
 EO0661  STATE/COUNTY-  NM/CURRY
 EO0661  USGS QUAD   -  CLOVIS (1985)
 EO0661
 EO0661                         *CURRENT SURVEY CONTROL
 EO0661  ___________________________________________________________________
 EO0661* NAD 83(1992)-  34 23 52.43439(N)    103 12 04.18469(W)     ADJUSTED  
 EO0661* NAVD 88     -                                                        
 EO0661  ___________________________________________________________________
 EO0661  LAPLACE CORR-          -3.25  (seconds)                    DEFLEC99
 EO0661  GEOID HEIGHT-         -23.61  (meters)                     GEOID03
 EO0661
 EO0661  HORZ ORDER  -  THIRD
 EO0661
 EO0661.The horizontal coordinates were established by classical geodetic methods
 EO0661.and adjusted by the National Geodetic Survey in December 1993..
 EO0661
 EO0661
 EO0661.The Laplace correction was computed from DEFLEC99 derived deflections.
 EO0661
 EO0661.The geoid height was determined by GEOID03.
 EO0661
 EO0661;                    North         East     Units Scale Factor Converg.
 EO0661;SPC NM E     -   377,371.219   269,098.164   MT  1.00004262   +0 38 22.8
 EO0661;SPC NM E     - 1,238,092.07    882,866.23   sFT  1.00004262   +0 38 22.8
 EO0661;UTM  13      - 3,807,742.257   665,350.104   MT  0.99993701   +1 00 59.3
 EO0661
 EO0661                          SUPERSEDED SURVEY CONTROL
 EO0661
 EO0661  NAD 83(1986)-  34 23 52.44162(N)    103 12 04.17789(W) AD(       ) 4
 EO0661  NAD 27      -  34 23 52.15700(N)    103 12 02.36900(W) AD(       ) 3
 EO0661
 EO0661.Superseded values are not recommended for survey control.
 EO0661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0661.See file dsdata.txt to determine how the superseded data were derived.
 EO0661
 EO0661_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFU6535007742(NAD 83)
 EO0661_MARKER: 51 = TANK
 EO0661_SETTING: 0 = UNSPECIFIED SETTING
 EO0661_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EO0661+SATELLITE: SATELLITE OBSERVATIONS - July 19, 2003
 EO0661
 EO0661  HISTORY     - Date     Condition        Report By
 EO0661  HISTORY     - 1935     FIRST OBSERVED   CGS
 EO0661  HISTORY     - 1972     GOOD             NGS
 EO0661  HISTORY     - 1979     GOOD             NGS
 EO0661  HISTORY     - 1982     GOOD             NGS
 EO0661  HISTORY     - 20030719 GOOD             USPSQD
 EO0661  HISTORY     - 20051023 GOOD             GEOCAC
 EO0661
 EO0661                          STATION DESCRIPTION
 EO0661
 EO0661'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 EO0661'SOUTH OF U.S. HIGHWAYS 60 AND 84 AND NORTH OF THE SANTA FE RAILROAD,
 EO0661'IN THE SOUTHEAST CORNER OF THE INTERSECTION OF CURRY AVE, AND AXTELL
 EO0661'ST., A STANDARD CYLINDICAL STEEL TANK WITH A CONICAL SHAPED ROOF,
 EO0661'SUPPORTED BY A 4-LEGGED STEEL STRUCTURE, PAINTED SILVER, WITH A 20
 EO0661'FOOT STEEL ANTENNA POLE PAINTED RED AND WHITE IN ALTERNATE
 EO0661'SECTION CENTERED ON THE TOP OF THE TANK.  APPROXIMATELY 155 FEET
 EO0661'IN HEIGHT OVERALL.  THERE ARE SEVERAL CONCRETE GRAIN ELEVATORS IN
 EO0661'THE AREA WHICH ARE MUCH HIGHER THEN THE TANK.
 EO0661'
 EO0661'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN CENTRAL PART OF
 EO0661'CLOVIS.
 EO0661
 EO0661                          STATION RECOVERY (1979)
 EO0661
 EO0661'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (VEN)
 EO0661'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 EO0661'
 EO0661'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN CLOVIS.
 EO0661
 EO0661                          STATION RECOVERY (1982)
 EO0661
 EO0661'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (GFS)
 EO0661'STATION RECOVERED AS DESCRIBED IN GOOD
 EO0661'CONDITION.
 EO0661'
 EO0661'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT CLOVIS.
 EO0661
 EO0661                          STATION RECOVERY (2003)
 EO0661
 EO0661'RECOVERY NOTE BY US POWER SQUADRON 2003 (RPJ)
 EO0661'RECOVERED IN GOOD CONDITION.
 EO0661
 EO0661                          STATION RECOVERY (2005)
 EO0661
 EO0661'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 EO0661'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0885 ***********************************************************************
 EQ0885  DESIGNATION -  CLUB
 EQ0885  PID         -  EQ0885
 EQ0885  STATE/COUNTY-  NM/BERNALILLO
 EQ0885  USGS QUAD   -  ISLETA (1991)
 EQ0885
 EQ0885                         *CURRENT SURVEY CONTROL
 EQ0885  ___________________________________________________________________
 EQ0885* NAD 83(1992)-  34 57 32.56996(N)    106 38 08.54264(W)     ADJUSTED  
 EQ0885* NAVD 88     -      1626.9    (meters)    5338.     (feet)  VERTCON   
 EQ0885  ___________________________________________________________________
 EQ0885  LAPLACE CORR-           7.15  (seconds)                    DEFLEC99
 EQ0885  GEOID HEIGHT-         -21.31  (meters)                     GEOID03
 EQ0885
 EQ0885  HORZ ORDER  -  FIRST
 EQ0885
 EQ0885.The horizontal coordinates were established by classical geodetic methods
 EQ0885.and adjusted by the National Geodetic Survey in December 1993..
 EQ0885
 EQ0885.The NAVD 88 height was computed by applying the VERTCON shift value to
 EQ0885.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EQ0885
 EQ0885.The Laplace correction was computed from DEFLEC99 derived deflections.
 EQ0885
 EQ0885.The geoid height was determined by GEOID03.
 EQ0885
 EQ0885;                    North         East     Units Scale Factor Converg.
 EQ0885;SPC NM C     -   439,099.296   464,775.476   MT  0.99991529   -0 13 15.6
 EQ0885;SPC NM C     - 1,440,611.61  1,524,850.87   sFT  0.99991529   -0 13 15.6
 EQ0885;SPC NM W     -   439,693.738   939,377.267   MT  1.00006406   +0 41 10.7
 EQ0885;SPC NM W     - 1,442,561.87  3,081,940.25   sFT  1.00006406   +0 41 10.7
 EQ0885;UTM  13      - 3,869,723.238   350,657.742   MT  0.99987488   -0 56 14.7
 EQ0885
 EQ0885!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EQ0885!SPC NM C     -   0.99974804  x   0.99991529  =   0.99966335
 EQ0885!SPC NM W     -   0.99974804  x   1.00006406  =   0.99981208
 EQ0885!UTM  13      -   0.99974804  x   0.99987488  =   0.99962295
 EQ0885
 EQ0885:                Primary Azimuth Mark                     Grid Az
 EQ0885:SPC NM C     -  RNG ALBUQUERQUE ABQ RADIO                024 28 36.4
 EQ0885:SPC NM W     -  RNG ALBUQUERQUE ABQ RADIO                023 34 10.1
 EQ0885:UTM  13      -  RNG ALBUQUERQUE ABQ RADIO                025 11 35.5
 EQ0885
 EQ0885|---------------------------------------------------------------------|
 EQ0885| PID    Reference Object                     Distance      Geod. Az  |
 EQ0885|                                                           dddmmss.s |
 EQ0885| EQ0820 RNG ALBUQUERQUE ABQ RADIO           APPROX. 3.4 KM 0241520.8 |
 EQ0885| EQ0817 SANDIA AFB TALL MAST                APPROX. 9.7 KM 0695345.0 |
 EQ0885| CD1820 CLUB AZ MK                                         1833648.0 |
 EQ0885| CD1822 CLUB RM 2                            13.786 METERS 27400     |
 EQ0885| CD1821 CLUB RM 1                            14.408 METERS 35752     |
 EQ0885|---------------------------------------------------------------------|
 EQ0885
 EQ0885                          SUPERSEDED SURVEY CONTROL
 EQ0885
 EQ0885  NAD 83(1986)-  34 57 32.57535(N)    106 38 08.54335(W) AD(       ) 1
 EQ0885  NAD 27      -  34 57 32.39425(N)    106 38 06.45418(W) AD(       ) 1
 EQ0885  NGVD 29 (07/19/86) 1626.1    (m)         5335.     (f) VERT ANG       
 EQ0885
 EQ0885.Superseded values are not recommended for survey control.
 EQ0885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0885.See file dsdata.txt to determine how the superseded data were derived.
 EQ0885
 EQ0885_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU5065869723(NAD 83)
 EQ0885_MARKER: DS = TRIANGULATION STATION DISK
 EQ0885_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EQ0885_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EQ0885
 EQ0885  HISTORY     - Date     Condition        Report By
 EQ0885  HISTORY     - 1969     MONUMENTED       CGS
 EQ0885
 EQ0885                          STATION DESCRIPTION
 EQ0885
 EQ0885'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JLC)
 EQ0885'THE STATION IS LOCATED ON PROPERTY LEASED TO THE VALLEY
 EQ0885'LIVESTOCK COMPANY, ABOUT 9 MILES SOUTH OF THE CENTER OF
 EQ0885'ALBUQUERQUE, 5 MILES NORTHEAST OF ISLETA, 4 MILES EAST OF THE
 EQ0885'RIO GRANDE RIVER AND ON THE WEST EDGE OF A FLAT MESA.
 EQ0885'
 EQ0885'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 500
 EQ0885'(RIO BRAVO BOULEVARD) AND STATE HIGHWAY 361 IN THE SOUTH EDGE
 EQ0885'OF ALBUQUERQUE, GO SOUTH ON STATE HIGHWAY 361 FOR 2.5 MILES
 EQ0885'TO A SIDE ROAD LEFT AND SIGN CITY OF ALBUQUERQUE REFUSE DISPOSAL
 EQ0885'AREA.  TURN LEFT AND GO EAST ON A BLADED ROAD FOR 0.7 MILE
 EQ0885'TO A GUARD SHED AND SCALES ON THE LEFT.  CONTINUE EASTERLY ON
 EQ0885'THE BLADED ROAD, PASSING TO THE SOUTH OF THE DUMPING AREA
 EQ0885'FOR 0.9 MILE TO A CITY WATER PUMP HOUSE ON THE LEFT.  CONTINUE
 EQ0885'EASTERLY ON A TRACK ROAD FOR 0.2 MILE TO A SIDE ROAD LEFT.
 EQ0885'CONTINUE EASTERLY ON THE TRACK ROAD FOR 0.35 MILE TO A WIRE
 EQ0885'GATE.  PASS THROUGH THE GATE AND CONTINUE EASTERLY ON THE
 EQ0885'TRACK ROAD FOR 0.3 MILE TO A CROSSROAD.  TURN RIGHT AND GO
 EQ0885'SOUTHWESTERLY FOR 0.1 MILE TO A FORK.  TAKE THE LEFT FORK
 EQ0885'AND GO SOUTH ON A TRACK ROAD FOR 1.4 MILES TO A WIRE
 EQ0885'GATE.  PASS THROUGH THE GATE, TURN RIGHT AND GO WEST ON A
 EQ0885'TRACK ROAD FOR 0.15 MILE TO A STOCK TANK AND WELL ON THE
 EQ0885'RIGHT.  TURN LEFT AND GO SOUTH ON A TRACK ROAD FOR 1.55
 EQ0885'MILES TO THE ISLETA AND PUEBLO INDIAN RESERVATION FENCE LINE
 EQ0885'AND A GATE ON THE RIGHT.  TURN RIGHT, PASS THROUGH THE GATE AND
 EQ0885'GO WEST ON A TRACK ROAD FOR 0.8 MILE TO THE AZIMUTH MARK ON
 EQ0885'THE LEFT.  CONTINUE WEST ON THE TRACK ROAD FOR 0.2 MILE TO
 EQ0885'A FENCE CORNER.  TURN RIGHT AND GO NORTH, NORTHEASTERLY AND
 EQ0885'NORTH ALONG THE RIM OF THE MESA FOR 1.05 MILES TO A SMALL
 EQ0885'RISE IN THE MESA AND THE STATION.
 EQ0885'
 EQ0885'THE STATION MARK IS A STANDARD DISK STAMPED CLUB 1969, SET IN
 EQ0885'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 EQ0885'PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT IS 2.2 FEET
 EQ0885'NORTH OF A METAL WITNESS POST.
 EQ0885'
 EQ0885'REFERENCE MARK 1 IS A STANDARD DISK STAMPED CLUB NO 1 1969,
 EQ0885'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 EQ0885'WHICH PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT IS
 EQ0885'49.5 FEET NORTH OF THE METAL WITNESS POST AND ABOUT 1-1/2 FEET
 EQ0885'LOWER THAN THE STATION MARK.
 EQ0885'
 EQ0885'REFERENCE MARK 2 IS A STANDARD DISK STAMPED CLUB NO 2 1969,
 EQ0885'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 EQ0885'WHICH PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.  IT IS 45.9
 EQ0885'FEET WEST OF THE METAL WITNESS POST.
 EQ0885'
 EQ0885'THE AZIMUTH MARK IS A STANDARD DISK STAMPED CLUB 1969, SET
 EQ0885'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 EQ0885'PROJECTS 1 INCH ABOVE THE GROUND SURFACE.  IT IS 8 FEET SOUTH
 EQ0885'OF THE CENTER OF A TRACK ROAD, 1.6 FEET EAST OF A METAL WITNESS
 EQ0885'POST AND 0.8 FEET NORTH OF AN EAST-WEST WIRE FENCE.
 EQ0885'
 EQ0885'HEIGHT OF LIGHT ABOVE STATION MARK 4.2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ1101 ***********************************************************************
 EQ1101  DESIGNATION -  CMLCRLT 1
 EQ1101  PID         -  EQ1101
 EQ1101  STATE/COUNTY-  NM/SOCORRO
 EQ1101  USGS QUAD   -  ABEYTAS (1979)
 EQ1101
 EQ1101                         *CURRENT SURVEY CONTROL
 EQ1101  ___________________________________________________________________
 EQ1101* NAD 83(1992)-  34 29 53.30195(N)    106 51 13.06444(W)     ADJUSTED  
 EQ1101* NAVD 88     -      1551.     (meters)    5089.     (feet)  SCALED    
 EQ1101  ___________________________________________________________________
 EQ1101  LAPLACE CORR-           0.58  (seconds)                    DEFLEC99
 EQ1101  GEOID HEIGHT-         -21.87  (meters)                     GEOID03
 EQ1101
 EQ1101  HORZ ORDER  -  THIRD
 EQ1101
 EQ1101.The horizontal coordinates were established by classical geodetic methods
 EQ1101.and adjusted by the National Geodetic Survey in December 1993..
 EQ1101
 EQ1101.The orthometric height was scaled from a topographic map.
 EQ1101
 EQ1101.The Laplace correction was computed from DEFLEC99 derived deflections.
 EQ1101
 EQ1101.The geoid height was determined by GEOID03.
 EQ1101
 EQ1101;                    North         East     Units Scale Factor Converg.
 EQ1101;SPC NM C     -   388,070.773   444,566.664   MT  0.99993786   -0 20 30.8
 EQ1101;SPC NM C     - 1,273,195.53  1,458,549.13   sFT  0.99993786   -0 20 30.8
 EQ1101;SPC NM W     -   388,347.546   919,972.112   MT  1.00001641   +0 33 17.7
 EQ1101;SPC NM W     - 1,274,103.57  3,018,275.17   sFT  1.00001641   +0 33 17.7
 EQ1101;UTM  13      - 3,818,950.437   329,816.331   MT  0.99995700   -1 03 00.4
 EQ1101
 EQ1101!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EQ1101!SPC NM C     -   0.99976006  x   0.99993786  =   0.99969793
 EQ1101!SPC NM W     -   0.99976006  x   1.00001641  =   0.99977647
 EQ1101!UTM  13      -   0.99976006  x   0.99995700  =   0.99971707
 EQ1101
 EQ1101                          SUPERSEDED SURVEY CONTROL
 EQ1101
 EQ1101  NAD 83(1992)-  34 29 53.30733(N)    106 51 13.06477(W) AD(       ) 3
 EQ1101
 EQ1101.Superseded values are not recommended for survey control.
 EQ1101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ1101.See file dsdata.txt to determine how the superseded data were derived.
 EQ1101
 EQ1101_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU2981618950(NAD 83)
 EQ1101_MARKER: DS = TRIANGULATION STATION DISK
 EQ1101_SETTING: 0 = UNSPECIFIED SETTING
 EQ1101_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EQ1101
 EQ1101  HISTORY     - Date     Condition        Report By
 EQ1101  HISTORY     - 1950     MONUMENTED       USGS
 EQ1101
 EQ1101                          STATION DESCRIPTION
 EQ1101
 EQ1101'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 EQ1101'STATION IS LOCATED APPROXIMATELY 5.5 MI. (AIRLINE) NNW. OF BERNARDO,
 EQ1101'12.0 MI. (AIRLINE) SSW. OF BELEN, AND 1.5 MI. (AIRLINE) E. OF RIO
 EQ1101'PUERCO ON THE W. EDGE OF THE MESA IN THE S. PORTION OF THE BELEN
 EQ1101'GRANT.
 EQ1101'
 EQ1101'TO REACH THE STATION FROM BELEN POST OFFICE, GO 1 BLOCK W., TURN LEFT
 EQ1101'(S.) ON U.S. HIGHWAY 85 FOR 0.4 MI., THENCE RIGHT (W.) ON MESA RD. FOR
 EQ1101'2.9 MI. TO FORK, CONTINUE STRAIGHT AHEAD ON MAIN RD. W. FOR 1.3 MI.
 EQ1101'TO WHERE RDS. CROSS, TURN LEFT (S.) FOR 0.3 MI. TO LARGE METAL TANK,
 EQ1101'CONTINUE ON FOR 3.4 MI. TO ANOTHER TANK, THEN TURN LEFT (E.) FOR 0.1
 EQ1101'MI. TO FORK, TAKE LEFT FORK E. FOR 0.9 MI. TO FORK, TURN RIGHT (SE.)
 EQ1101'FOR 0.8 MI. TO N-S. FENCE LINE, TURN RIGHT (S.) AND FOLLOW RD. THAT
 EQ1101'STAYS ALONG FENCE FOR 3.4 MI. TO RD. W., FOLLOW IT FOR 0.3 MI. TO
 EQ1101'FORK, TAKE LEFT FORK SW. FOR 2.1 MI., AT THIS POINT, LEAVE RD. AND
 EQ1101'DRIVE ACROSS COUNTRY W. FOR 0.5 MI. TO POINT OF MESA THAT EXTENDS
 EQ1101'FARTHEST W. AND STATION SITE.
 EQ1101'
 EQ1101'STATION MARK--STANDARD TABLET STAMPED---CMLCRLT-1 1950 VABM 5067---,
 EQ1101'IN CONCRETE POST.
 EQ1101'
 EQ1101'REFERENCE MARK NO. 1--COPPER NAIL AND WASHER IN CENTER OF TRIANGULAR
 EQ1101'BLAZE ON JUNIPER TREE, 268.9 FT. FROM STATION.
 EQ1101'
 EQ1101'REFERENCE MARK NO. 2--COPPER NAIL AND WASHER IN CENTER OF TRIANGULAR
 EQ1101'BLAZE ON JUNIPER TREE, 314.05 FT. FROM STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC7043 ***********************************************************************
 AC7043  SACS        -  This is a Secondary Airport Control Station.
 AC7043  DESIGNATION -  CNM A
 AC7043  PID         -  AC7043
 AC7043  STATE/COUNTY-  NM/EDDY
 AC7043  USGS QUAD   -  KITCHEN COVE (1985)
 AC7043
 AC7043                         *CURRENT SURVEY CONTROL
 AC7043  ___________________________________________________________________
 AC7043* NAD 83(1992)-  32 21 11.05040(N)    104 15 30.46933(W)     ADJUSTED  
 AC7043* NAVD 88     -       986.79   (meters)    3237.5    (feet)  GPS OBS   
 AC7043  ___________________________________________________________________
 AC7043  X           -  -1,328,528.495 (meters)                     COMP
 AC7043  Y           -  -5,227,856.448 (meters)                     COMP
 AC7043  Z           -   3,394,084.996 (meters)                     COMP
 AC7043  LAPLACE CORR-          -4.54  (seconds)                    DEFLEC99
 AC7043  ELLIP HEIGHT-         962.46  (meters)          (08/10/01) GPS OBS
 AC7043  GEOID HEIGHT-         -24.36  (meters)                     GEOID03
 AC7043
 AC7043  HORZ ORDER  -  FIRST
 AC7043  ELLP ORDER  -  THIRD     CLASS II
 AC7043
 AC7043.This mark is at Cavern City Air Terminal Airport (CNM)
 AC7043
 AC7043.The horizontal coordinates were established by GPS observations
 AC7043.and adjusted by the National Geodetic Survey in March 1997..
 AC7043
 AC7043.The orthometric height was determined by GPS observations and a
 AC7043.high-resolution geoid model.
 AC7043
 AC7043.GPS derived orthometric heights for airport stations designated as
 AC7043.PACS or SACS are published to 2 decimal places.  This maintains
 AC7043.centimeter relative accuracy between the PACS and SACS.  It does
 AC7043.not indicate centimeter accuracy relative to other marks which are
 AC7043.part of the NAVD 88 network.
 AC7043
 AC7043.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7043
 AC7043.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC7043
 AC7043.The ellipsoidal height was determined by GPS observations
 AC7043.and is referenced to NAD 83.
 AC7043
 AC7043.The geoid height was determined by GEOID03.
 AC7043
 AC7043;                    North         East     Units Scale Factor Converg.
 AC7043;SPC NM E     -   150,018.785   172,046.782   MT  0.99990970   +0 02 24.2
 AC7043;SPC NM E     -   492,186.63    564,456.82   sFT  0.99990970   +0 02 24.2
 AC7043;UTM  13      - 3,579,813.510   569,773.174   MT  0.99966003   +0 23 48.6
 AC7043
 AC7043!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7043!SPC NM E     -   0.99984891  x   0.99990970  =   0.99975862
 AC7043!UTM  13      -   0.99984891  x   0.99966003  =   0.99950899
 AC7043
 AC7043                          SUPERSEDED SURVEY CONTROL
 AC7043
 AC7043  ELLIP H (03/20/97)  962.46   (m)                       GP(       ) 3 1
 AC7043
 AC7043.Superseded values are not recommended for survey control.
 AC7043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7043.See file dsdata.txt to determine how the superseded data were derived.
 AC7043
 AC7043_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SER6977379814(NAD 83)
 AC7043_MARKER: DD = SURVEY DISK
 AC7043_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AC7043_STAMPING: CNM A 1996
 AC7043_MARK LOGO: NGS   
 AC7043_PROJECTION: RECESSED 3 CENTIMETERS
 AC7043_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AC7043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC7043+STABILITY: SURFACE MOTION
 AC7043_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7043+SATELLITE: SATELLITE OBSERVATIONS - March 20, 2004
 AC7043_ROD/PIPE-DEPTH: 1.00 meters
 AC7043
 AC7043  HISTORY     - Date     Condition        Report By
 AC7043  HISTORY     - 1996     MONUMENTED       CHANCE
 AC7043  HISTORY     - 19970408 GOOD             NGS
 AC7043  HISTORY     - 20040320 GOOD             USPSQD
 AC7043
 AC7043                          STATION DESCRIPTION
 AC7043
 AC7043'DESCRIBED BY JE CHANCE AND ASSOCIATES 1996 (SC)
 AC7043'THE STATION IS LOCATED APPROXIMATELY 4.8 KM (3.00 MI) SOUTH OF THE
 AC7043'CITY OF CARLSBAD AT THE CAVERN CITY AIR TERMINAL.  OWNERSHIP -- CITY
 AC7043'OF CARLSBAD, MIKE MEDLEY - AIRPORT MANAGER, PHONE (505) 887-3060 TO
 AC7043'REACH THE STATION FROM THE Y JUNCTION OF US HIGHWAY 62-180 AND US
 AC7043'HIGHWAY 285 IN SOUTH CARLSBAD, PROCEED SOUTH-SOUTHWEST ON US HIGHWAY
 AC7043'62-180 FOR 5.8 KM (3.60 MI) TO THE CAVERN CITY AIR TERMINAL ENTRANCE.
 AC7043'TURN RIGHT AND GO WEST FOR 0.25 KM (0.15 MI) TO THE TERMINAL BUILDING
 AC7043'AND GATE TO THE NORTH.  PASS THROUGH GATE AND PROCEED NORTH-NORTHWEST
 AC7043'ALONG A TAXIWAY (ABANDONED APRON) FOR 1.0 KM (0.60 MI) TO THE STATION
 AC7043'ON THE LEFT NORTH OF TAXIWAY D THE STATION IS THE CENTER OF A 5 CM
 AC7043'SURVEY DISK SET INTO THE TOP OF A 1.0 M (3.3 FT) LONG FENO PIPE,
 AC7043'RECESSED 6 CM BELOW GROUND LEVEL AND ENCASED IN A 12.7 CM DIA PVC PIPE
 AC7043'WITH NGS LOGO CAP SURROUNDED BY CONCRETE.  THE LOGO CAP AND CONCRETE
 AC7043'ARE RECESSED 3 CM BELOW GROUND LEVEL.  THREE CIRCULAR ANCHOR PRONGS
 AC7043'EXTEND FROM THE BOTTOM OF THE PIPE.  THE STATION IS LOCATED 25.60 M
 AC7043'(83.99 FT) WEST-SOUTHWEST OF THE NORTHWEST CORNER OF THE ABANDONED
 AC7043'APRON AND ON LINE WITH THE NORTHERN EDGE, 57.40 M (188.32 FT)
 AC7043'NORTH-NORTHWEST OF THE NORTH EDGE OF TAXIWAY D, 64.80 M (212.60 FT)
 AC7043'NORTH-NORTHWEST OF THE CENTERLINE OF TAXIWAY D, 142.80 M (468.50 FT)
 AC7043'NORTHEAST OF THE CENTER OF A HOLDING POSITION SIGN (D / 14L) , AND 0.9
 AC7043'M (3.0 FT) SOUTHEAST OF A CARSONITE WITNESS POST THE STATION IS
 AC7043'DESIGNATED AS A SECONDARY AIRPORT CONTROL STATION (SACS) - NEW MEXICO
 AC7043'ANA SURVEYS 1996
 AC7043
 AC7043                          STATION RECOVERY (1997)
 AC7043
 AC7043'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 AC7043'RECOVERED AS DESCRIBED WITH THE FOLLOWING CHANGES.  THERE IS NO
 AC7043'AIRPORT MANAGER AT THIS TIME.  CONTACT CITY HALL FOR ACCESS.
 AC7043'NOTE--THIS STATION WAS USED AS A SECONDARY AIRPORT CONTROL STATION
 AC7043'(SACS) .
 AC7043
 AC7043                          STATION RECOVERY (2004)
 AC7043
 AC7043'RECOVERY NOTE BY US POWER SQUADRON 2004 (CAG)
 AC7043'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1577 ***********************************************************************
 FO1577  DESIGNATION -  COAL
 FO1577  PID         -  FO1577
 FO1577  STATE/COUNTY-  NM/SANDOVAL
 FO1577  USGS QUAD   -  PUERCO DAM (1961)
 FO1577
 FO1577                         *CURRENT SURVEY CONTROL
 FO1577  ___________________________________________________________________
 FO1577* NAD 83(1992)-  35 22 15.57937(N)    107 01 33.45362(W)     ADJUSTED  
 FO1577* NAVD 88     -      2053.3    (meters)    6737.     (feet)  VERTCON   
 FO1577  ___________________________________________________________________
 FO1577  LAPLACE CORR-          -1.51  (seconds)                    DEFLEC99
 FO1577  GEOID HEIGHT-         -20.58  (meters)                     GEOID03
 FO1577
 FO1577  HORZ ORDER  -  SECOND
 FO1577
 FO1577.The horizontal coordinates were established by classical geodetic methods
 FO1577.and adjusted by the National Geodetic Survey in December 1993..
 FO1577
 FO1577.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1577.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1577
 FO1577.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1577
 FO1577.The geoid height was determined by GEOID03.
 FO1577
 FO1577;                    North         East     Units Scale Factor Converg.
 FO1577;SPC NM C     -   485,006.070   429,491.629   MT  0.99996125   -0 26 57.1
 FO1577;SPC NM C     - 1,591,224.08  1,409,090.45   sFT  0.99996125   -0 26 57.1
 FO1577;UTM  13      - 3,916,070.229   315,953.395   MT  1.00001745   -1 10 23.1
 FO1577
 FO1577!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1577!SPC NM C     -   0.99968104  x   0.99996125  =   0.99964231
 FO1577!UTM  13      -   0.99968104  x   1.00001745  =   0.99969849
 FO1577
 FO1577:                Primary Azimuth Mark                     Grid Az
 FO1577:SPC NM C     -  COAL AZ MK                               004 28 33.3
 FO1577:UTM  13      -  COAL AZ MK                               005 11 59.3
 FO1577
 FO1577|---------------------------------------------------------------------|
 FO1577| PID    Reference Object                     Distance      Geod. Az  |
 FO1577|                                                           dddmmss.s |
 FO1577| CD3268 COAL AZ MK                                         0040136.2 |
 FO1577| CD3270 COAL RM 2                             3.770 METERS 05045     |
 FO1577| CD3269 COAL RM 1                             4.329 METERS 20839     |
 FO1577|---------------------------------------------------------------------|
 FO1577
 FO1577                          SUPERSEDED SURVEY CONTROL
 FO1577
 FO1577  NAD 83(1986)-  35 22 15.58313(N)    107 01 33.45561(W) AD(       ) 2
 FO1577  NAD 27      -  35 22 15.44870(N)    107 01 31.31480(W) AD(       ) 2
 FO1577  NGVD 29 (07/19/86) 2052.4    (m)         6734.     (f) VERT ANG       
 FO1577
 FO1577.Superseded values are not recommended for survey control.
 FO1577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1577.See file dsdata.txt to determine how the superseded data were derived.
 FO1577
 FO1577_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV1595316070(NAD 83)
 FO1577_MARKER: DD = SURVEY DISK
 FO1577_SETTING: 80 = SET IN A BOULDER
 FO1577_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 FO1577
 FO1577  HISTORY     - Date     Condition        Report By
 FO1577  HISTORY     - 1958     MONUMENTED       NM0030
 FO1577
 FO1577                          STATION DESCRIPTION
 FO1577
 FO1577'DESCRIBED BY CITY OF ALBUQUERQUE NEW MEXICO 1958 (RLE)
 FO1577'THE STATION IS LOCATED ABOUT 28 MILES WEST-NORTHWEST OF
 FO1577'BERNALILLO AND 19 MILES SOUTHWEST OF SAN YSIDRO, ABOUT 50
 FO1577'PACES NORTH OF THE SOUTHERN-MOST TIP OF A LONG HIGH MESA, 10
 FO1577'FEET WEST OF THE EAST EDGE OF THE MESA AND 7 FEET WEST OF A
 FO1577'WITNESS POST.  THE MARK IS A BRONZE TABLET ENGRAVED, ALBUQUERQUE
 FO1577'ENGRS. ALBU. N.M. P.E. AND L.S. SURVEY, AND IS STAMPED COAL
 FO1577'1956.  IT IS SET IN A BOULDER.
 FO1577'
 FO1577'REFERENCE MARK NO. 1 IS SET IN A LARGE BOULDER 20 FEET WEST
 FO1577'OF THE EAST EDGE OF THE MESA AND IS STAMPED COAL ALBU. ENG.
 FO1577'NO 1 1958.
 FO1577'
 FO1577'REFERENCE MARK NO. 2 IS SET IN A LARGE BOULDER ON THE EAST
 FO1577'EDGE OF THE MESA, 8 FEET NORTH OF THE WITNESS POST.  IT IS
 FO1577'STAMPED COAL ALBU. ENG. NO 2 1958.
 FO1577'
 FO1577'THE AZIMUTH MARK IS ON THE SECOND SMALL RISE NORTH OF THE
 FO1577'STATION, 4 FEET NORTHWEST OF THE EDGE OF THE MESA AND 2 FEET
 FO1577'SOUTHWEST OF A WITNESS POST.  IT IS SET IN A ROUND BOULDER
 FO1577'WHICH MEASURES ABOUT 2 FEET IN DIAMETER AND PROJECTS 2 FEET.
 FO1577'THE MARK IS STAMPED COAL ALBU. ENG. 1958.
 FO1577'
 FO1577'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS NO.
 FO1577'4 AND 44 IN SAN YSIDRO, GO SOUTH ON STATE HIGHWAY NO. 44 FOR
 FO1577'2.3 MILES TO A GRADED ROAD ON THE RIGHT, TURN RIGHT ON THE
 FO1577'GRADED ROAD AND GO WEST-SOUTHWEST FOR 3.6 MILES TO A CATTLE
 FO1577'GUARD, CROSS THE GUARD AND CONTINUE WESTERLY FOR 1.8 MILES TO A
 FO1577'FORK, TAKE THE RIGHT FORK AND GO 3.6 MILES TO A FORK AT AN
 FO1577'EARTH DAM, SMALL ROCK HOUSE AND A CORRAL ON THE LEFT, TURN
 FO1577'RIGHT AND GO WEST ON THE TRACK ROAD FOR 0.9 MILE TO A FORK,
 FO1577'TAKE THE RIGHT FORK AND CONTINUE STRAIGHT AHEAD FOR 2.0 MILES
 FO1577'TO A FORK AND WIRE GATE, FOLLOW THE RIGHT FORK THROUGH THE
 FO1577'WIRE GATE AND GO NORTHWEST ALONG THE PIPE LINE ROAD FOR 3.2
 FO1577'MILES TO A DIM TRACK ROAD ON THE LEFT, TURN LEFT AND GO
 FO1577'WEST TOWARD THE MESA 1.6 MILES TO A DESERTED RANCH HOUSE
 FO1577'AND TWO WIRE GATES, PASS THROUGH THE WIRE GATES AND TO THE
 FO1577'LEFT OF A POND AND FOLLOW THE TRACK ROAD FOR 1.7 MILES TO
 FO1577'THE BASE OF THE HILL, FROM HERE A JEEP IS REQUIRED, CONTINUE
 FO1577'UP THE HILL ON THE BADLY WASHED OLD ROAD FOR 1.0 MILE TO A
 FO1577'WIRE GATE, PASS THROUGH THE GATE AND CONTINUE SOUTHERLY
 FO1577'ACROSS COUNTRY FOR 2.7 MILES, COMING UP ONTO THE TOP OF
 FO1577'THE MESA JUST AFTER PASSING THROUGH A GAP IN A ROCK LEDGE.  THE
 FO1577'APPROXIMATE DISTANCE TRAVELED FROM THIS POINT TO THE
 FO1577'STATION IS 11 MILES.  FOLLOW A COURSE JUST TO THE LEFT OF
 FO1577'SOUTH, KEEPING TO THE CENTER OF THE MESA AND AWAY FROM THE
 FO1577'TIMBERED AREAS AS THERE ARE ROCKS ALONG THE EDGE OF THE
 FO1577'MESA AND NEAR THE TREES.  THERE IS A HIGH HILL ON THE
 FO1577'WEST SIDE OF THE MESA ABOUT 7 MILES NORTH OF THE STATION AND
 FO1577'WE PASSED A STONE BUILDING AND A POST CORRAL NEAR THE EAST
 FO1577'SIDE OF THE MESA, ABOUT OPPOSITE THE HIGH HILL.
 FO1577'
 FO1577'IT IS A JEEP DRIVE AND THE END OF TRUCK TRAVEL IS ABOUT 50
 FO1577'YARDS BEFORE REACHING THE STATION.  PACK SOUTHERLY OVER BOULDERS
 FO1577'TO THE STATION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0735 ***********************************************************************
 GM0735  DESIGNATION -  COAL
 GM0735  PID         -  GM0735
 GM0735  STATE/COUNTY-  NM/COLFAX
 GM0735  USGS QUAD   -  CURTIS CAMP (1971)
 GM0735
 GM0735                         *CURRENT SURVEY CONTROL
 GM0735  ___________________________________________________________________
 GM0735* NAD 83(1992)-  36 49 55.20104(N)    104 38 47.18884(W)     ADJUSTED  
 GM0735* NAVD 88     -      2487.3    (meters)    8160.     (feet)  VERTCON   
 GM0735  ___________________________________________________________________
 GM0735  LAPLACE CORR-          -3.92  (seconds)                    DEFLEC99
 GM0735  GEOID HEIGHT-         -18.06  (meters)                     GEOID03
 GM0735
 GM0735  HORZ ORDER  -  FIRST
 GM0735
 GM0735.The horizontal coordinates were established by classical geodetic methods
 GM0735.and adjusted by the National Geodetic Survey in December 1993..
 GM0735
 GM0735.The NAVD 88 height was computed by applying the VERTCON shift value to
 GM0735.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GM0735
 GM0735.The Laplace correction was computed from DEFLEC99 derived deflections.
 GM0735
 GM0735.The geoid height was determined by GEOID03.
 GM0735
 GM0735;                    North         East     Units Scale Factor Converg.
 GM0735;SPC NM E     -   646,879.643   137,071.036   MT  0.99991870   -0 11 15.7
 GM0735;SPC NM E     - 2,122,304.30    449,707.22   sFT  0.99991870   -0 11 15.7
 GM0735;UTM  13      - 4,076,294.194   531,527.390   MT  0.99961224   +0 12 43.0
 GM0735
 GM0735!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GM0735!SPC NM E     -   0.99961264  x   0.99991870  =   0.99953137
 GM0735!UTM  13      -   0.99961264  x   0.99961224  =   0.99922503
 GM0735
 GM0735|---------------------------------------------------------------------|
 GM0735| PID    Reference Object                     Distance      Geod. Az  |
 GM0735|                                                           dddmmss.s |
 GM0735| CM7822 COAL RM 1                            13.107 METERS 09148     |
 GM0735| GM0727 EL PASO PUEBLO AIRWAY BCN 39        APPROX.60.6 KM 1890057.5 |
 GM0735| CM7821 COAL AZ MK                                         3095410.0 |
 GM0735| CM7823 COAL RM 2                            14.233 METERS 34745     |
 GM0735|---------------------------------------------------------------------|
 GM0735
 GM0735                          SUPERSEDED SURVEY CONTROL
 GM0735
 GM0735  NAD 83(1992)-  36 49 55.20555(N)    104 38 47.19042(W) AD(       ) 1
 GM0735  NAD 83(1986)-  36 49 55.20880(N)    104 38 47.18872(W) AD(       ) 1
 GM0735  NAD 27      -  36 49 55.10600(N)    104 38 45.22000(W) AD(       ) 1
 GM0735  NGVD 29 (07/19/86) 2486.2    (m)         8157.     (f) VERT ANG       
 GM0735
 GM0735.Superseded values are not recommended for survey control.
 GM0735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0735.See file dsdata.txt to determine how the superseded data were derived.
 GM0735
 GM0735_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEA3152776294(NAD 83)
 GM0735_MARKER: DS = TRIANGULATION STATION DISK
 GM0735_SETTING: 80 = SET IN A BOULDER
 GM0735_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 GM0735
 GM0735  HISTORY     - Date     Condition        Report By
 GM0735  HISTORY     - 1945     MONUMENTED       CGS
 GM0735  HISTORY     - 1949     GOOD             CGS
 GM0735
 GM0735                          STATION DESCRIPTION
 GM0735
 GM0735'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (CAE)
 GM0735'STATION IS ON THE HIGH WOODED PEAK AT THE HEAD OF COAL CANYON
 GM0735'AND W OF CROW CREEK.  IT IS THE HIGHEST POINT IN THE VICINITY
 GM0735'AND IS ABOUT 13 MILES (AIR LINE) WSW OF RATON.
 GM0735'
 GM0735'TO REACH FROM THE POST OFFICE IN RATON, GO W FOR TWO BLOCKS,
 GM0735'THEN TURN S ON SOUTH FIFTH STREET.  GO S ON FIFTH STREET 2.0
 GM0735'MILES TO A ROAD LEFT JUST AFTER CROSSING A CATTLE GUARD.  TURN
 GM0735'LEFT, OFF THE MAIN ROAD, AND GO S 0.5 MILE TO A RIGHT FORK
 GM0735'ACROSS THE RAILROAD TRACK.  CROSS THE TRACK AND TAKE THE RIGHT
 GM0735'FORK AGAIN, THROUGH A GATE, THEN FOLLOW THE MAIN TRAVELED
 GM0735'ROAD 4.6 MILES TO A LEFT FORK THROUGH A GATE, JUST AFTER
 GM0735'CROSSING A WASH.  BEAR LEFT THROUGH THE GATE AND FOLLOW THE
 GM0735'TRACK ROAD UP THE CANYON 5.4 MILES TO THE RUINS OF AN OLD
 GM0735'RANCH.  CONTINUE ON DIM TRACK ROAD 0.6 MILE TO WHERE THE
 GM0735'CANYON FORKS, THEN FOLLOW ROAD UP THE RIGHT FORK FOR 0.8
 GM0735'MILE TO THE END OF TRUCK TRAVEL.  FROM HERE, BEAR LEFT (S) UP
 GM0735'TO THE TOP OF THE RIDGE, THENCE SW ALONG THE RIDGE AND S UP
 GM0735'THE SLOPE TO THE HIGHEST POINT AND THE STATION.  A
 GM0735'3/4-HOUR PACK.
 GM0735'
 GM0735'STATION MARK IS A BRONZE STATION DISK SET IN A LARGE BOULDER
 GM0735'PROJECTING ABOUT 3 FEET ABOVE THE GROUND.  IT IS LOCATED ON
 GM0735'THE HIGHEST POINT OF THE HILL.  THE HILL HAS LARGE TREES
 GM0735'GROWING ON IT AND SCRUB OAK.  DISK IS STAMPED COAL 1945.
 GM0735'
 GM0735'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A DRILL
 GM0735'HOLE IN A BOULDER WHICH PROJECTS ABOUT 1-1/4 FOOT ABOVE THE
 GM0735'GROUND.  IT IS LOCATED E OF THE STATION AND ABOUT 3 FEET LOWER.
 GM0735'DISK IS STAMPED COAL NO 1 1945.
 GM0735'
 GM0735'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A DRILL HOLE
 GM0735'IN A BOULDER WHICH PROJECTS ABOUT 1 INCH ABOVE THE GROUND.
 GM0735'IT IS LOCATED N OF THE STATION AND ABOUT 5 FEET LOWER.  DISK IS
 GM0735'STAMPED COAL NO 2 1945.
 GM0735'
 GM0735'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN A DRILL HOLE IN
 GM0735'A LARGE BOULDER WHICH PROJECTS ABOUT 5 FEET ABOVE THE GROUND.
 GM0735'IT IS LOCATED PART WAY UP THE E SLOPE OF A RIDGE ABOUT 3/4
 GM0735'MILE NW OF THE STATION.  IT IS 7 FEET S OF A 2-FOOT ROCK CAIRN
 GM0735'AND 10 YARDS SW OF A PINE TREE MARKED WITH A TRIANGULAR BLAZE.
 GM0735'THE 2-FOOT CAIRN IS ON THE SAME BOULDER THE MARK IS SET IN.
 GM0735'DISK IS STAMPED COAL 1945.
 GM0735'
 GM0735'TO REACH THE AZIMUTH MARK FROM THE STATION, PACK N AND NW ALONG
 GM0735'RIDGE, KEEPING TO THE LEFT OR W SIDE OF THE WIRE FENCE LINE,
 GM0735'FOR ABOUT 15 MINUTES TO WHERE THE FENCE GOES DOWN ACROSS A
 GM0735'SADDLE.  BEAR LEFT (W) ACROSS THE SADDLE AND UP THE FAR SIDE
 GM0735'ABOUT 100 YARDS TO THE AZIMUTH MARK.
 GM0735
 GM0735                          STATION RECOVERY (1949)
 GM0735
 GM0735'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (DHK)
 GM0735'STATION RECOVERED, ALL MARKS FOUND AS DESCRIBED AND IN GOOD
 GM0735'CONDITION.
 GM0735'
 GM0735'THE STATION IS LOCATED ABOUT 13 MILES AIRLINE WEST-SOUTHWEST
 GM0735'OF RATON ON A PROMINENT, WOODED PEAK AT THE HEAD OF COAL
 GM0735'CANYON.  THE STATION MARK IS DESCRIBED PROJECTS ABOUT
 GM0735'3 FEET, IS SET ON THE HIGHEST POINT OF THE PEAK AND IS STAMPED,
 GM0735'COAL 1945.
 GM0735'
 GM0735'REFERENCE MARK NO. 1, PROJECTS ABOUT
 GM0735'2 FEET, IS ABOUT 1 FOOT LOWER THAN THE STATION MARK AND IS
 GM0735'STAMPED, COAL NO 1 1945.
 GM0735'
 GM0735'REFERENCE MARK NO. 2, PROJECTS ABOUT 2
 GM0735'INCHES, IS ABOUT 3 FEET LOWER THAN THE STATION MARK AND IS
 GM0735'STAMPED, COAL NO 2 1945.
 GM0735'
 GM0735'THE AZIMUTH MARK IS DESCRIBED, PROJECTS ABOUT
 GM0735'5 FEET, IS SET ON THE SOUTHEAST SLOPE OF A WOODED AND ROCKY
 GM0735'RIDGE.  IT IS 10 PACES SOUTHWEST OF A TRIANGULAR BLAZED TREE
 GM0735'AND IS STAMPED, COAL 1945.
 GM0735'
 GM0735'TO REACH THE STATION FROM THE RATON POST OFFICE.  GO WEST
 GM0735'2 BLOCKS TO 5TH. STREET.  TURN LEFT, GO SOUTH AND WESTERLY
 GM0735'1.9 MILES TO A ROAD LEFT JUST AFTER CROSSING A CATTLE GUARD.
 GM0735'TURN LEFT, GO SOUTHERLY 0.5 MILE TO A ROAD RIGHT.  TURN RIGHT,
 GM0735'CROSS RAILROAD TRACKS TO A ROAD LEFT.  CONTINUE STRAIGHT
 GM0735'AHEAD SOUTH AND WESTERLY 4.55 MILES TO A ROAD LEFT JUST AFTER
 GM0735'CROSSING A WASH.  TURN LEFT, THROUGH GATE AND FOLLOW MAIN ROAD
 GM0735'UP CANYON 5.4 MILES TO REMAINS OF RANCH BUILDINGS.  CONTINUE
 GM0735'WESTERLY UP CANYON, THEN UP RIDGE AND THEN SOUTHERLY 3.5
 GM0735'MILES TO A GATE.  PASS THROUGH GATE, FOLLOW TRACKS
 GM0735'SOUTHEASTERLY 0.5 MILE TO A WIRE FENCE.  LET FENCE DOWN
 GM0735'AND FOLLOW TRACKS OVER RIDGE 0.25 MILE TO A WIRE FENCE.
 GM0735'LET FENCE DOWN.  FOLLOW TRACKS ABOUT 0.5 MILE THEN TURN RIGHT
 GM0735'OFF TRACKS AND GO SOUTHERLY UP RIDGE TO HIGHEST POINT OF PEAK
 GM0735'AND STATION.  A DRIVE STATION WITH A FOUR WHEEL DRIVE VEHICLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0647 ***********************************************************************
 EP0647  DESIGNATION -  COAST
 EP0647  PID         -  EP0647
 EP0647  STATE/COUNTY-  NM/DE BACA
 EP0647  USGS QUAD   -  FORT SUMNER WEST (1965)
 EP0647
 EP0647                         *CURRENT SURVEY CONTROL
 EP0647  ___________________________________________________________________
 EP0647* NAD 83(1992)-  34 24 36.26137(N)    104 15 31.57944(W)     ADJUSTED  
 EP0647* NAVD 88     -      1253.     (meters)    4111.     (feet)  SCALED    
 EP0647  ___________________________________________________________________
 EP0647  LAPLACE CORR-          -1.32  (seconds)                    DEFLEC99
 EP0647  GEOID HEIGHT-         -23.65  (meters)                     GEOID03
 EP0647
 EP0647  HORZ ORDER  -  THIRD
 EP0647
 EP0647.The horizontal coordinates were established by classical geodetic methods
 EP0647.and adjusted by the National Geodetic Survey in December 1993..
 EP0647
 EP0647.The orthometric height was scaled from a topographic map.
 EP0647
 EP0647.The Laplace correction was computed from DEFLEC99 derived deflections.
 EP0647
 EP0647.The geoid height was determined by GEOID03.
 EP0647
 EP0647;                    North         East     Units Scale Factor Converg.
 EP0647;SPC NM E     -   378,143.013   171,854.427   MT  0.99990967   +0 02 31.7
 EP0647;SPC NM E     - 1,240,624.20    563,825.73   sFT  0.99990967   +0 02 31.7
 EP0647;UTM  13      - 3,807,874.552   568,120.807   MT  0.99965720   +0 25 08.0
 EP0647
 EP0647!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EP0647!SPC NM E     -   0.99980712  x   0.99990967  =   0.99971681
 EP0647!UTM  13      -   0.99980712  x   0.99965720  =   0.99946438
 EP0647
 EP0647                          SUPERSEDED SURVEY CONTROL
 EP0647
 EP0647  NAD 83(1992)-  34 24 36.27005(N)    104 15 31.57514(W) AD(       ) 3
 EP0647
 EP0647.Superseded values are not recommended for survey control.
 EP0647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EP0647.See file dsdata.txt to determine how the superseded data were derived.
 EP0647
 EP0647_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEU6812107875(NAD 83)
 EP0647_MARKER: DS = TRIANGULATION STATION DISK
 EP0647_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 EP0647_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EP0647
 EP0647  HISTORY     - Date     Condition        Report By
 EP0647  HISTORY     - 1945     MONUMENTED       USGS
 EP0647
 EP0647                          STATION DESCRIPTION
 EP0647
 EP0647'DESCRIBED BY US GEOLOGICAL SURVEY 1945
 EP0647'LOCATED 4.25 MI. (AIRLINE) SSW. OF FORT SUMNER, IN SW. 1/4 OF SEC. 7,
 EP0647'T 2 N, R 26 W.
 EP0647'
 EP0647'TO REACH FROM FORT SUMNER, GO W. ABOUT 1.25 MI. ON U.S. HIGHWAY 60 TO
 EP0647'PECOS RIVER BRIDGE, THENCE FOLLOW ROSWELL RD. 5.5 MI. S. TO FIRST
 EP0647'CURVE AFTER LONG RD. TANGENT.  STATION IS ON SMALL TOP ABOUT 500 FT.
 EP0647'E. OF RD., AND IS ON HIGHEST POINT OF E-W. RIDGE.  THERE IS GOOD
 EP0647'VISABILITY IN ALL DIRECTIONS EXCEPT THE W.
 EP0647'
 EP0647'STATION MARK--USC AND GS AND STATE SURVEY TABLET SET IN TOP OF
 EP0647'CONCRETE POST EXTENDING 12 IN. ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0048 ***********************************************************************
 FO0048  DESIGNATION -  COCHITI
 FO0048  PID         -  FO0048
 FO0048  STATE/COUNTY-  NM/SANDOVAL
 FO0048  USGS QUAD   -  COCHITI DAM (1993)
 FO0048
 FO0048                         *CURRENT SURVEY CONTROL
 FO0048  ___________________________________________________________________
 FO0048* NAD 83(1992)-  35 38 22.56725(N)    106 19 36.95275(W)     ADJUSTED  
 FO0048* NAVD 88     -      1687.290  (meters)    5535.72   (feet)  ADJUSTED  
 FO0048  ___________________________________________________________________
 FO0048  LAPLACE CORR-           2.29  (seconds)                    DEFLEC99
 FO0048  GEOID HEIGHT-         -20.16  (meters)                     GEOID03
 FO0048  DYNAMIC HT  -        1685.005 (meters)    5528.22  (feet)  COMP
 FO0048  MODELED GRAV-     979,220.4   (mgal)                       NAVD 88
 FO0048
 FO0048  HORZ ORDER  -  FIRST
 FO0048  VERT ORDER  -  FIRST     CLASS II
 FO0048
 FO0048.The horizontal coordinates were established by classical geodetic methods
 FO0048.and adjusted by the National Geodetic Survey in December 1993..
 FO0048
 FO0048.The orthometric height was determined by differential leveling
 FO0048.and adjusted by the National Geodetic Survey in June 1991..
 FO0048
 FO0048.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO0048
 FO0048.The geoid height was determined by GEOID03.
 FO0048
 FO0048.The dynamic height is computed by dividing the NAVD 88
 FO0048.geopotential number by the normal gravity value computed on the
 FO0048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0048.degrees latitude (g = 980.6199 gals.).
 FO0048
 FO0048.The modeled gravity was interpolated from observed gravity values.
 FO0048
 FO0048;                    North         East     Units Scale Factor Converg.
 FO0048;SPC NM C     -   514,531.416   493,032.862   MT  0.99990060   -0 02 41.4
 FO0048;SPC NM C     - 1,688,091.82  1,617,558.65   sFT  0.99990060   -0 02 41.4
 FO0048;UTM  13      - 3,944,786.944   379,861.586   MT  0.99977786   -0 46 23.8
 FO0048
 FO0048!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO0048!SPC NM C     -   0.99973840  x   0.99990060  =   0.99963903
 FO0048!UTM  13      -   0.99973840  x   0.99977786  =   0.99951632
 FO0048
 FO0048:                Primary Azimuth Mark                     Grid Az
 FO0048:SPC NM C     -  L 74                                     165 02 33.3
 FO0048:UTM  13      -  L 74                                     165 46 15.7
 FO0048
 FO0048|---------------------------------------------------------------------|
 FO0048| PID    Reference Object                     Distance      Geod. Az  |
 FO0048|                                                           dddmmss.s |
 FO0048| FO0047 L 74                                               1645951.9 |
 FO0048| FO0050 COCHITI RM 1                          6.590 METERS 23118     |
 FO0048| CD3909 A POINT                                            2983023.3 |
 FO0048| CD3277 COCHITI RM 3                         10.731 METERS 32014     |
 FO0048| FO0049 COCHITI RM 2                         15.521 METERS 33603     |
 FO0048|---------------------------------------------------------------------|
 FO0048
 FO0048                          SUPERSEDED SURVEY CONTROL
 FO0048
 FO0048  NAD 83(1986)-  35 38 22.57133(N)    106 19 36.95651(W) AD(       ) 1
 FO0048  NAD 27      -  35 38 22.46190(N)    106 19 34.85890(W) AD(       ) 1
 FO0048  NGVD 29 (??/??/92) 1686.362  (m)         5532.67   (f) ADJ UNCH    1 2
 FO0048
 FO0048.Superseded values are not recommended for survey control.
 FO0048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0048.See file dsdata.txt to determine how the superseded data were derived.
 FO0048
 FO0048_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV7986244787(NAD 83)
 FO0048_MARKER: DD = SURVEY DISK
 FO0048_SETTING: 80 = SET IN A BOULDER
 FO0048_SP_SET: BOULDER
 FO0048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO0048+STABILITY: SURFACE MOTION
 FO0048
 FO0048  HISTORY     - Date     Condition        Report By
 FO0048  HISTORY     - 1945     MONUMENTED       BOR
 FO0048  HISTORY     - 1951     GOOD             USE
 FO0048  HISTORY     - 1951     GOOD             CGS
 FO0048  HISTORY     - 1951     GOOD             NGS
 FO0048  HISTORY     - 1952     GOOD             USGS
 FO0048  HISTORY     - 1955     GOOD             CGS
 FO0048  HISTORY     - 1971     GOOD             NGS
 FO0048
 FO0048                          STATION DESCRIPTION
 FO0048
 FO0048'DESCRIBED BY US BUREAU OF RECLAMATION 1945 (CAE)
 FO0048'THE STATION IS LOCATED ON THE S END OF A LOW HILL WHICH LIES
 FO0048'ABOUT 150 YARDS W OF THE SULPHUR SPRINGS-PENA BLANCA ROAD
 FO0048'AND ABOUT 1 MILE W OF THE RIO GRANDE.  THE HIGHEST POINT OF
 FO0048'THE HILL IS ABOUT 150 YARDS NW OF THE STATION AND IS THE
 FO0048'APPROXIMATELY HIGHEST POINT IN THIS VICINITY.  IN APPROXIMATE
 FO0048'AIRLINE DISTANCES IT IS LOCATED 25 MILES NE OF BERNALILLO,
 FO0048'22 MILES ESE OF JEMEZ SPRINGS, 22 MILES WSW OF SANTA FE, AND
 FO0048'6 MILES N OF PENA BLANCA.
 FO0048'
 FO0048'TO REACH THE STATION FROM THE SW CORNER OF THE PLAZA IN THE
 FO0048'CENTER OF SANTA FE, GO W ON SAN FRANCISCO STREET TWO BLOCKS,
 FO0048'THEN TURN SSW ON CERRILLOS ROAD, WHICH IS U.S. HIGHWAY 85,
 FO0048'AND GO 21.2 MILES ON THE HIGHWAY TOWARD ALBUQUERQUE TO A
 FO0048'GRADED ROAD COMING IN ON THE RIGHT WHICH IS SIGNED COCHITI.
 FO0048'THIS ROAD COMES INTO THE HIGHWAY ABOUT 0.1 MILE BEFORE THE
 FO0048'HIGHWAY PASSES OVER THE TRACKS OF THE ATCHISON, TOPEKA AND
 FO0048'SANTA FE RAILWAY.  TURN RIGHT HERE AND FOLLOW THE GRADED ROAD
 FO0048'FOR 2.5 MILES TO A CATTLE GUARD.  PASS OVER THIS CATTLE GUARD
 FO0048'AND GO 0.45 MILE TO A CROSS ROAD WHERE YOU KEEP STRAIGHT
 FO0048'AHEAD AND GO FOR 2.7 MILES TO ANOTHER CATTLE GUARD.  PASS
 FO0048'OVER THE CATTLE GUARD AND, KEEPING ON THE GRADED ROAD, GO
 FO0048'FOR 0.65 MILE TO A FORK.  TAKE THE RIGHT FORK HERE AS PER
 FO0048'SIGN TENT ROCK RANCH AND GO 0.95 MILE TO ANOTHER FORK.
 FO0048'TAKE THE RIGHT FORK AGAIN AS PER SIGNS COCHITI PUEBLO TENT
 FO0048'ROCK RANCH AND GO 2.05 MILES TO THE STEEL BRIDGE ACROSS THE
 FO0048'RIO GRANDE.  PASS OVER THIS BRIDGE AND GO 0.45 MILE TO A
 FO0048'FORK AND B.M. L 74 (WHICH IS USED AS THE AZIMUTH MARK).
 FO0048'TAKE THE RIGHT FORK AS PER SIGNS SULPHUR SPRINGS, TENT ROCK
 FO0048'RANCH, BLAND, CANADA R.S. AND GO 0.6 MILE TO A REVERSE
 FO0048'FORK.  KEEP ON THE MAIN GRADED ROAD WHICH IS THE RIGHT
 FO0048'FORK AND GO 0.55 MILE TO WHERE THE ROAD TOPS A SMALL RISE.
 FO0048'TURN LEFT OFF THE ROAD AND GO CROSS COUNTRY UP SMALL HILL
 FO0048'AND THEN LEFT DOWN TO S END OF HILL, GOING FOR 0.25 MILE
 FO0048'TO THE END OF TRUCK TRAVEL AND THE STATION.
 FO0048'
 FO0048'THE STATION MARK IS A BRONZE BUREAU OF RECLAMATION BENCH MARK
 FO0048'WHICH IS NOT STAMPED AND IS SET IN A BOULDER WHICH IS FLUSH
 FO0048'WITH THE SURROUNDING SURFACE.
 FO0048'
 FO0048'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK STAMPED COCHITI
 FO0048'USBR BM NO 1 1945 AND SET IN A BOULDER WHICH PROJECTS 1-1/2
 FO0048'INCHES ABOVE THE SURROUNDING SURFACE.  IT IS ABOUT 1-1/2
 FO0048'FEET BELOW THE STATION.  IT IS LOCATED SW OF THE STATION.
 FO0048'
 FO0048'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK STAMPED COCHITI
 FO0048'USBR BM NO 2 1945 AND SET IN A BOULDER WHICH PROJECTS 3 INCHES
 FO0048'ABOVE THE SURROUNDING SURFACE.  IT IS SLIGHTLY HIGHER THAN
 FO0048'THE STATION.  IT IS LOCATED NNW OF THE STATION.
 FO0048'
 FO0048'AZIMUTH MARK IS A BRONZE BENCH-MARK DISK STAMPED L 74 1934
 FO0048'AND SET IN A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES
 FO0048'ABOVE THE SURROUNDING SURFACE.  IT IS LOCATED 1 MILE SSE OF
 FO0048'THE STATION, 100 FEET NW OF THE APEX OF THE TWO ROADS AND
 FO0048'THE SIGNS, 41 FEET WSW OF THE SULPHUR SPRINGS ROAD, 30-1/2 FEET
 FO0048'NE OF THE COCHITI PUEBLO ROAD, AND 2 FEET NNW OF A 4-INCH
 FO0048'SQUARE WHITE WITNESS POST.
 FO0048'
 FO0048'HEIGHT OF LIGHT ABOVE STATION MARK - 1.4 METERS.
 FO0048
 FO0048                          STATION RECOVERY (1951)
 FO0048
 FO0048'RECOVERY NOTE BY US ENGINEERS 1951 (REL)
 FO0048'THE PRESENT DESCRIPTION IS GOOD AND NO CHANGES IN IT ARE
 FO0048'RECOMMENDED.  CONDITION OF MARK IS GOOD.  NO ATTEMPT WAS
 FO0048'MADE TO RECOVER THE REFERENCE OR AZIMUTH MARKS.
 FO0048
 FO0048                          STATION RECOVERY (1951)
 FO0048
 FO0048'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (WMH)
 FO0048'ALL MARKS ARE IN GOOD CONDITION.
 FO0048'
 FO0048'STATION IS 5.3 MILES N ALONG A GRAVELED ROAD FROM THE CATHOLIC
 FO0048'CHURCH AT PENABLANCA, 200 FEET W OF THE CENTER LINE OF A
 FO0048'GRAVELED ROAD, AT THE SE END OF A RIDGE.  MARK IS A U.S.
 FO0048'BUREAU OF RECLAMATION DISK SET IN THE TOP OF A GRANITE BOULDER.
 FO0048'THERE IS NO STAMPING ON THIS DISK.
 FO0048'
 FO0048'REFERENCE MARK 1 IS 21.5 FEET SW OF STATION, 200 FEET W OF
 FO0048'THE CENTER LINE OF A GRAVELED ROAD, ON THE SE END OF A RIDGE,
 FO0048'AND FLUSH WITH THE GROUND.  IT IS A REFERENCE MARK DISK SET
 FO0048'IN THE TOP OF A GRANITE BOULDER AND IS STAMPED COCHITI NO 1
 FO0048'1945.
 FO0048'
 FO0048'REFERENCE MARK 2 IS 50.9 FEET NW OF STATION, 200 FEET W OF THE
 FO0048'CENTER LINE OF A GRAVELED ROAD, ON THE SE END OF A RIDGE,
 FO0048'AND FLUSH WITH THE GROUND.  IT IS A REFERENCE MARK DISK SET
 FO0048'IN THE TOP OF A GRANITE BOULDER AND IS STAMPED COCHITI NO 2
 FO0048'1945.
 FO0048
 FO0048                          STATION RECOVERY (1951)
 FO0048
 FO0048'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 FO0048'5.3 MI N FROM PENABLANCA.
 FO0048'5.3 MILES NORTH ALONG A GRAVELED ROAD FROM THE CATHOLIC CHURCH AT
 FO0048'PENABLANCA, 200 FEET WEST OF THE CENTER LINE OF A GRAVELED ROAD, ON
 FO0048'THE SOUTHEAST END OF A RIDGE, FLUSH WITH THE GROUND, SET IN THE TOP OF
 FO0048'A GRANITE BOULDER.
 FO0048
 FO0048                          STATION RECOVERY (1952)
 FO0048
 FO0048'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1952
 FO0048'RECOVERED BY USGS IN 1952.  THE RD. SIGNS HAVE BEEN CHANGED.
 FO0048'
 FO0048'RECOVERED BY NGS IN 1971 AND FOUND IN GOOD CONDITION.  DESCRIPTION AND
 FO0048'POSITION LISTED IN NGS QUAD 35106-1, STATION 1013.
 FO0048'
 FO0048'STATION MARK--A BRONZE USBR BENCH MARK, UNSTAMPED, AND SET IN A
 FO0048'BOULDER, FLUSH WITH THE SURROUNDING SURFACE.
 FO0048
 FO0048                          STATION RECOVERY (1955)
 FO0048
 FO0048'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (WRH)
 FO0048'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 FO0048'FOUND IN GOOD CONDITION.  A COMPLETE NEW DESCRIPTION FOLLOWS.
 FO0048'
 FO0048'THE STATION IS LOCATED AIRLINE, ABOUT 25 MILES NORTHEAST OF
 FO0048'BERNALILLO, ABOUT 22 MILES EAST-SOUTHEAST OF JEMEZ SPRINGS,
 FO0048'ABOUT 22 MILES WEST-SOUTHWEST OF SANTA FE AND ABOUT 6 MILES
 FO0048'NORTH OF PENA BLANCA ON THE SOUTH END OF A LOW HILL WHICH
 FO0048'IS ABOUT 150 YARDS WEST OF THE SULPHUR SPRINGS-PENA BLANCA
 FO0048'ROAD.
 FO0048'
 FO0048'THE STATION IS A STANDARD U.S. BUREAU OF RECLAMATION BENCH
 FO0048'MARK DISK WHICH HAS NO STAMPING SET IN A DRILL HOLE IN A
 FO0048'SMALL BOULDER WHICH IS ABOUT FLUSH WITH THE GROUND.
 FO0048'
 FO0048'REFERENCE MARK NUMBER ONE IS A STANDARD USC AND GS REFERENCE
 FO0048'MARK DISK STAMPED COCHITI USBR BM NO 1 1945 SET IN A DRILL
 FO0048'HOLE IN A SMALL BOULDER WHICH PROJECTS ABOUT 3 INCHES ABOVE
 FO0048'THE GROUND AND IS ABOUT 18 INCHES LOWER THAN THE STATION.
 FO0048'
 FO0048'REFERENCE MARK NUMBER TWO IS A STANDARD USC AND GS REFERENCE
 FO0048'MARK DISK STAMPED COCHITI USBR BM NO 2 1945 SET IN A DRILL
 FO0048'HOLE IN A SMALL BOULDER WHICH PROJECTS ABOUT 3 INCHES ABOVE
 FO0048'THE GROUND AND IS ABOUT 2 FEET HIGHER THAN THE STATION.
 FO0048'
 FO0048'BM L74 IS A STANDARD USC AND GS BENCH MARK DISK STAMPED L74
 FO0048'1934 SET IN TOP OF AN 8-INCH SQUARE CONCRETE MONUMENT WHICH
 FO0048'PROJECTS ABOUT 3 INCHES ABOVE THE GROUND.  IT IS 2 FEET
 FO0048'NORTH-NORTHWEST OF A WHITE WITNESS POST, 100 FEET NORTHWEST
 FO0048'OF A Y-FORK, 41 FEET WEST-SOUTHWEST OF THE CENTER LINE OF
 FO0048'SULPHUR SPRINGS ROAD AND 30.5 FEET NORTHEAST OF THE CENTER
 FO0048'LINE OF THE COCHITI-PUEBLO ROAD.
 FO0048'
 FO0048'TO REACH THE STATION FROM THE CATHOLIC CHURCH IN THE SMALL
 FO0048'VILLAGE OF PENA BLANCA, GO NORTHERLY ON THE PAVED ROAD WHICH
 FO0048'LATER TURNS TO A DIRT ROAD FOR 3.8 MILES TO A BRIDGE OVER THE
 FO0048'RIO GRANDE RIVER.  CROSS THE BRIDGE AND CONTINUE NORTHERLY FOR
 FO0048'0.45 MILE TO A FORK AND BM L74, USED AS THE AZIMUTH MARK.
 FO0048'TAKE THE RIGHT FORK AND CONTINUE NORTHERLY FOR 0.6 MILE TO
 FO0048'A REVERSE Y-FORK.  CONTINUE NORTHERLY ON THE MAIN TRAVELED
 FO0048'ROAD FOR 0.55 MILE TO THE TOP OF A SMALL RISE.  TURN LEFT,
 FO0048'WEST OFF THE ROAD AND GO 0.15 MILE TO THE TOP OF A LOW HILL.
 FO0048'TURN LEFT AND GO SOUTH AND EAST FOR 0.1 MILE TO THE SOUTH
 FO0048'END OF THE RIDGE AND THE STATION.
 FO0048'
 FO0048'HEIGHT OF LIGHT ABOVE MARK. 1.4 METERS.
 FO0048
 FO0048                          STATION RECOVERY (1971)
 FO0048
 FO0048'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 FO0048'THE STATION MARK AND REFERENCE MARK 1 WERE RECOVERED AND
 FO0048'FOUND IN GOOD CONDITION.  REFERENCE MARK 2 AND THE AZIMUTH
 FO0048'MARK (BM 6 74) WERE DESTROYED DURING CONSTRUCTION OF THE
 FO0048'COCHITI DAM AND FACILITYS.  A NEW AZIMUTH MARK AND REFERENCE
 FO0048'MARK 3 WERE ESTABLISHED AT THIS TIME.
 FO0048'
 FO0048'THE STATION MARK IS A U.S. BUREAU OF RECLAMATION BENCH MARK
 FO0048'DISK.  IT IS UNSTAMPED AND SET IN A DRILL HOLE IN A SMALL BOULDER.
 FO0048'IT IS 17 FEET SOUTHWEST OF THE SOUTHWEST EDGE OF THE OBSERVATION
 FO0048'PLATFORM AND ABOUT FLUSH WITH THE GROUND SURFACE.
 FO0048'
 FO0048'REFERENCE MARK 1 IS A STANDARD DISK WHICH IS SET IN A DRILL
 FO0048'HOLE IN A SMALL BOULDER WHICH PROJECTS ABOUT 2 INCHES ABOVE
 FO0048'THE GROUND SURFACE.  IT IS 30 FEET SOUTH OF THE OBSERVATION
 FO0048'FLATFORM AND 1/2 FOOT EAST OF A REBAR WHICH PROJECTS ABOUT
 FO0048'1 FOOT.  THE MARK IS STAMPED, COCHITI USBR BM NO 1 1945.
 FO0048'
 FO0048'REFERENCE MARK 3 IS A STANDARD DISK WHICH IS SET IN A DRILL
 FO0048'HOLE IN THE WEST SIDE OF THE CONCRETE OBSERVATION FLATFORM,
 FO0048'4 INCHES EAST OF THE WEST EDGE.  THE MARK IS STAMPED, COCHITI
 FO0048'USBR NO 3 1945 1971.
 FO0048'
 FO0048'THE AZIMUTH MARK IS A 1-INCH COPPER DISK STAMPED, A POINT
 FO0048'(NO DATE).  THE MARK IS SET IN A DRILL HOLE IN A CONCRETE
 FO0048'SLAB IN FRONT OF A SMALL BUILDING, 21 FEET NORTHWEST OF THE
 FO0048'STAND PIPE FOR A LARGE 3 LEGED WATER TANK.
 FO0048'
 FO0048'TO REACH THE STATION FROM THE POST OFFICE IN PENA BLANCA
 FO0048'GO NORTH ALONG STATE HIGHWAY 22 FOR 4.9 MILES TO A SIDE ROAD
 FO0048'RIGHT AT THE TOP OF A MESA.  TURN RIGHT FOR 0.15 MILE TO THE
 FO0048'AZIMUTH MARK ON THE RIGHT BY THE WATER TANK, CONTINUE AHEAD
 FO0048'ON PAVED ROAD LEADING EAST FOR ABOUT 1/4 MILE TO THE PARKING
 FO0048'LOT.  PACK EAST ABOUT 100 YARDS TO THE OBSERVATION FLATFORM
 FO0048'AND THE STATION.
 FO0048'
 FO0048'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 FO0048'
 FO0048'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6 MILES
 FO0048'NORTH OF PENA BLANCA
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0050 ***********************************************************************
 FO0050  DESIGNATION -  COCHITI RM 1
 FO0050  PID         -  FO0050
 FO0050  STATE/COUNTY-  NM/SANDOVAL
 FO0050  USGS QUAD   -  COCHITI DAM (1993)
 FO0050
 FO0050                         *CURRENT SURVEY CONTROL
 FO0050  ___________________________________________________________________
 FO0050* NAD 83(1986)-  35 38 22.     (N)    106 19 36.     (W)     SCALED    
 FO0050* NAVD 88     -      1686.956  (meters)    5534.62   (feet)  ADJUSTED  
 FO0050  ___________________________________________________________________
 FO0050  GEOID HEIGHT-         -20.16  (meters)                     GEOID03
 FO0050  DYNAMIC HT  -        1684.671 (meters)    5527.12  (feet)  COMP
 FO0050  MODELED GRAV-     979,220.4   (mgal)                       NAVD 88
 FO0050
 FO0050  VERT ORDER  -  FIRST     CLASS II
 FO0050
 FO0050.The horizontal coordinates were scaled from a topographic map and have
 FO0050.an estimated accuracy of +/- 6 seconds.
 FO0050
 FO0050.The orthometric height was determined by differential leveling
 FO0050.and adjusted by the National Geodetic Survey in June 1991..
 FO0050
 FO0050.The geoid height was determined by GEOID03.
 FO0050
 FO0050.The dynamic height is computed by dividing the NAVD 88
 FO0050.geopotential number by the normal gravity value computed on the
 FO0050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0050.degrees latitude (g = 980.6199 gals.).
 FO0050
 FO0050.The modeled gravity was interpolated from observed gravity values.
 FO0050
 FO0050;                    North         East    Units  Estimated Accuracy
 FO0050;SPC NM C     -   514,510.      493,060.      MT  (+/- 180 meters Scaled)
 FO0050
 FO0050                          SUPERSEDED SURVEY CONTROL
 FO0050
 FO0050  NGVD 29 (??/??/92) 1686.028  (m)         5531.58   (f) ADJ UNCH    1 2
 FO0050
 FO0050.Superseded values are not recommended for survey control.
 FO0050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0050.See file dsdata.txt to determine how the superseded data were derived.
 FO0050
 FO0050_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV798447(NAD 83)
 FO0050_MARKER: DR = REFERENCE MARK DISK
 FO0050_SETTING: 80 = SET IN A BOULDER
 FO0050_SP_SET: BOULDER
 FO0050_STAMPING: COCHITI NO 1 1945
 FO0050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO0050+STABILITY: SURFACE MOTION
 FO0050
 FO0050  HISTORY     - Date     Condition        Report By
 FO0050  HISTORY     - 1945     MONUMENTED       CGS
 FO0050  HISTORY     - 1951     GOOD             NGS
 FO0050
 FO0050                          STATION DESCRIPTION
 FO0050
 FO0050'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 FO0050'5.3 MI N FROM PENABLANCA.
 FO0050'5.3 MILES NORTH ALONG A GRAVELED ROAD FROM THE CATHOLIC CHURCH AT
 FO0050'PENABLANCA, 200 FEET WEST OF THE CENTER LINE OF A GRAVELED ROAD, ON
 FO0050'THE SOUTHEAST END OF A RIDGE, 21.5 FEET SOUTHWEST OF TRIANGULATION
 FO0050'STATION COCHITI (U.S.B.R.), FLUSH WITH THE GROUND, SET IN THE TOP OF A
 FO0050'GRANITE BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0049 ***********************************************************************
 FO0049  DESIGNATION -  COCHITI RM 2
 FO0049  PID         -  FO0049
 FO0049  STATE/COUNTY-  NM/SANDOVAL
 FO0049  USGS QUAD   -  COCHITI DAM (1993)
 FO0049
 FO0049                         *CURRENT SURVEY CONTROL
 FO0049  ___________________________________________________________________
 FO0049* NAD 83(1986)-  35 38 22.     (N)    106 19 36.     (W)     SCALED    
 FO0049* NAVD 88     -      1688.092  (meters)    5538.35   (feet)  ADJUSTED  
 FO0049  ___________________________________________________________________
 FO0049  GEOID HEIGHT-         -20.16  (meters)                     GEOID03
 FO0049  DYNAMIC HT  -        1685.806 (meters)    5530.85  (feet)  COMP
 FO0049  MODELED GRAV-     979,220.4   (mgal)                       NAVD 88
 FO0049
 FO0049  VERT ORDER  -  FIRST     CLASS II
 FO0049
 FO0049.The horizontal coordinates were scaled from a topographic map and have
 FO0049.an estimated accuracy of +/- 6 seconds.
 FO0049
 FO0049.The orthometric height was determined by differential leveling
 FO0049.and adjusted by the National Geodetic Survey in June 1991..
 FO0049
 FO0049.The geoid height was determined by GEOID03.
 FO0049
 FO0049.The dynamic height is computed by dividing the NAVD 88
 FO0049.geopotential number by the normal gravity value computed on the
 FO0049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0049.degrees latitude (g = 980.6199 gals.).
 FO0049
 FO0049.The modeled gravity was interpolated from observed gravity values.
 FO0049
 FO0049;                    North         East    Units  Estimated Accuracy
 FO0049;SPC NM C     -   514,510.      493,060.      MT  (+/- 180 meters Scaled)
 FO0049
 FO0049                          SUPERSEDED SURVEY CONTROL
 FO0049
 FO0049  NGVD 29 (??/??/92) 1687.164  (m)         5535.30   (f) ADJ UNCH    1 2
 FO0049
 FO0049.Superseded values are not recommended for survey control.
 FO0049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0049.See file dsdata.txt to determine how the superseded data were derived.
 FO0049
 FO0049_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV798447(NAD 83)
 FO0049_MARKER: DR = REFERENCE MARK DISK
 FO0049_SETTING: 80 = SET IN A BOULDER
 FO0049_SP_SET: BOULDER
 FO0049_STAMPING: COCHITI NO 2 1945
 FO0049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO0049+STABILITY: SURFACE MOTION
 FO0049
 FO0049  HISTORY     - Date     Condition        Report By
 FO0049  HISTORY     - 1945     MONUMENTED       CGS
 FO0049  HISTORY     - 1951     GOOD             NGS
 FO0049
 FO0049                          STATION DESCRIPTION
 FO0049
 FO0049'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 FO0049'5.3 MI N FROM PENABLANCA.
 FO0049'5.3 MILES NORTH ALONG A GRAVELED ROAD FROM THE CATHOLIC CHURCH AT
 FO0049'PENABLANCA, 200 FEET WEST OF THE CENTER LINE OF A GRAVELED ROAD, 50.9
 FO0049'FEET NORTHWEST OF TRIANGULATION STATION COCHITI (U.S.B.R.), ON THE
 FO0049'SOUTHEAST END OF A RIDGE, FLUSH WITH THE GROUND, SET IN THE TOP OF A
 FO0049'GRANITE BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0959 ***********************************************************************
 CW0959  DESIGNATION -  COCKBURN
 CW0959  PID         -  CW0959
 CW0959  STATE/COUNTY-  NM/CHAVES
 CW0959  USGS QUAD   -  BASIN WELL (1975)
 CW0959
 CW0959                         *CURRENT SURVEY CONTROL
 CW0959  ___________________________________________________________________
 CW0959* NAD 83(1992)-  32 59 14.94409(N)    104 03 48.92890(W)     ADJUSTED  
 CW0959* NAVD 88     -      1158.28   (+/-2cm)    3800.1    (feet)  VERTCON   
 CW0959  ___________________________________________________________________
 CW0959  LAPLACE CORR-           2.85  (seconds)                    DEFLEC99
 CW0959  GEOID HEIGHT-         -22.70  (meters)                     GEOID03
 CW0959
 CW0959  HORZ ORDER  -  THIRD
 CW0959  VERT ORDER  -  THIRD ? (See Below)
 CW0959
 CW0959.The horizontal coordinates were established by classical geodetic methods
 CW0959.and adjusted by the National Geodetic Survey in December 1993..
 CW0959
 CW0959.The NAVD 88 height was computed by applying the VERTCON shift value to
 CW0959.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CW0959.The vertical order pertains to the NGVD 29 superseded value.
 CW0959
 CW0959.The Laplace correction was computed from DEFLEC99 derived deflections.
 CW0959
 CW0959.The geoid height was determined by GEOID03.
 CW0959
 CW0959;                    North         East     Units Scale Factor Converg.
 CW0959;SPC NM E     -   220,397.967   190,209.559   MT  0.99991692   +0 08 48.7
 CW0959;SPC NM E     -   723,089.00    624,045.86   sFT  0.99991692   +0 08 48.7
 CW0959;UTM  13      - 3,650,288.745   587,489.340   MT  0.99969438   +0 30 35.5
 CW0959
 CW0959!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CW0959!SPC NM E     -   0.99982174  x   0.99991692  =   0.99973868
 CW0959!UTM  13      -   0.99982174  x   0.99969438  =   0.99951618
 CW0959
 CW0959                          SUPERSEDED SURVEY CONTROL
 CW0959
 CW0959  NAD 83(1986)-  32 59 14.94954(N)    104 03 48.92039(W) AD(       ) 3
 CW0959  NGVD 29 (12/31/91) 1157.81   (m)         3798.6    (f) LEVELING    3  
 CW0959
 CW0959.Superseded values are not recommended for survey control.
 CW0959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0959.See file dsdata.txt to determine how the superseded data were derived.
 CW0959
 CW0959_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES8748950289(NAD 83)
 CW0959_MARKER: DS = TRIANGULATION STATION DISK
 CW0959_SETTING: 0 = UNSPECIFIED SETTING
 CW0959_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CW0959_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CW0959+SATELLITE: SATELLITE OBSERVATIONS - December 13, 2004
 CW0959
 CW0959  HISTORY     - Date     Condition        Report By
 CW0959  HISTORY     - 1947     MONUMENTED       USGS
 CW0959  HISTORY     - 20041213 GOOD             INDIV
 CW0959
 CW0959                          STATION DESCRIPTION
 CW0959
 CW0959'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 CW0959'LOCATED ABOUT 16 MI. E. AND 9 MI. S. OF HAGERMAN ON HIGH POINT.
 CW0959'
 CW0959'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 31 AND U.S. HIGHWAY
 CW0959'285 GO E. ON STATE HIGHWAY 31 13.6 MI. TO COCKBURN PIPE LINE COMPANY
 CW0959'RD. S.  TAKE RD. TO S. FOR 7.9 MI. TO RD. JUNCTION.  CONTINUE STRAIGHT
 CW0959'AHEAD FOR 0.5 MI. TO STATION.
 CW0959'
 CW0959'STATION MARK--STANDARD TABLET STAMPED---COCKBURN 1947---, SET IN
 CW0959'CONCRETE POST.
 CW0959'
 CW0959'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK STAMPED---COCKBURN
 CW0959'R.M. 1---, SET IN CONCRETE POST, 50.88 FT. FROM STATION MARK IN
 CW0959'
 CW0959'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK STAMPED---COCKBURN
 CW0959'R.M. 2---, SET IN CONCRETE POST, 73.92 FT. FROM STATION MARK IN
 CW0959
 CW0959                          STATION RECOVERY (2004)
 CW0959
 CW0959'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (DH)
 CW0959'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1613 ***********************************************************************
 CX1613  DESIGNATION -  COE
 CX1613  PID         -  CX1613
 CX1613  STATE/COUNTY-  NM/OTERO
 CX1613  USGS QUAD   -  WHITE SANDS NE (1955)
 CX1613
 CX1613                         *CURRENT SURVEY CONTROL
 CX1613  ___________________________________________________________________
 CX1613* NAD 83(1992)-  32 25 16.13600(N)    106 19 47.06292(W)     ADJUSTED  
 CX1613* NAVD 88     -      1228.64   (+/-2cm)    4031.0    (feet)  VERTCON   
 CX1613  ___________________________________________________________________
 CX1613  LAPLACE CORR-           1.80  (seconds)                    DEFLEC99
 CX1613  GEOID HEIGHT-         -23.68  (meters)                     GEOID03
 CX1613
 CX1613  HORZ ORDER  -  FIRST
 CX1613  VERT ORDER  -  THIRD ? (See Below)
 CX1613
 CX1613.The horizontal coordinates were established by classical geodetic methods
 CX1613.and adjusted by the National Geodetic Survey in December 1993..
 CX1613
 CX1613.The NAVD 88 height was computed by applying the VERTCON shift value to
 CX1613.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CX1613.The vertical order pertains to the NGVD 29 superseded value.
 CX1613
 CX1613.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1613
 CX1613.The geoid height was determined by GEOID03.
 CX1613
 CX1613;                    North         East     Units Scale Factor Converg.
 CX1613;SPC NM C     -   157,566.563   492,500.539   MT  0.99990069   -0 02 33.9
 CX1613;SPC NM C     -   516,949.63  1,615,812.19   sFT  0.99990069   -0 02 33.9
 CX1613;UTM  13      - 3,587,896.367   374,971.670   MT  0.99979277   -0 42 46.9
 CX1613
 CX1613!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1613!SPC NM C     -   0.99981084  x   0.99990069  =   0.99971155
 CX1613!UTM  13      -   0.99981084  x   0.99979277  =   0.99960365
 CX1613
 CX1613|---------------------------------------------------------------------|
 CX1613| PID    Reference Object                     Distance      Geod. Az  |
 CX1613|                                                           dddmmss.s |
 CX1613| CC7182 COE RM 2                             17.608 METERS 04457     |
 CX1613| CX1620 CHAT                                APPROX. 1.5 KM 2521320.5 |
 CX1613| CC7181 COE RM 1                             14.308 METERS 34029     |
 CX1613|---------------------------------------------------------------------|
 CX1613
 CX1613                          SUPERSEDED SURVEY CONTROL
 CX1613
 CX1613  NAD 83(1986)-  32 25 16.14230(N)    106 19 47.06180(W) AD(       ) 1
 CX1613  NAD 27      -  32 25 15.80857(N)    106 19 45.09447(W) AD(       ) 1
 CX1613  NGVD 29 (07/19/86) 1228.05   (m)         4029.0    (f) LEVELING    3  
 CX1613
 CX1613.Superseded values are not recommended for survey control.
 CX1613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1613.See file dsdata.txt to determine how the superseded data were derived.
 CX1613
 CX1613_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR7497287896(NAD 83)
 CX1613_MARKER: DS = TRIANGULATION STATION DISK
 CX1613_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX1613_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CX1613
 CX1613  HISTORY     - Date     Condition        Report By
 CX1613  HISTORY     - 1967     MONUMENTED       CGS
 CX1613
 CX1613                          STATION DESCRIPTION
 CX1613
 CX1613'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (JBJ)
 CX1613'THE STATION IS ABOUT 9 MILES EAST-NORTHEAST OF MISSILE RANGE
 CX1613'HEADQUARTERS, 1-1/4 MILES NORTH OF ROUTE 2 AND 1/4 MILE
 CX1613'NORTH-NORTHEAST OF LAUNCH COMPLEX 36.
 CX1613'
 CX1613'TO REACH THE STATION FROM THE HEADQUARTERS BUILDING, GO EAST ON
 CX1613'ROUTE 2 FOR 5.5 MILES TO WHERE THE MAIN ROAD CURVES RIGHT.  TURN
 CX1613'RIGHT AND THEN LEFT AND CONTINUE EASTERLY ON ROUTE 2 FOR 0.8 MILES TO
 CX1613'A CROSSROAD.  CONTINUE EASTERLY ON ROUTE 2 FOR 3.35 MILES TO A
 CX1613'PAVED SIDE ROAD ON THE LEFT AND SIGN LAUNCH COMPLEX 36.  TURN
 CX1613'LEFT AND GO NORTH ON PAVED ROAD FOR 1.0 MILE TO A PAVED SIDE ROAD
 CX1613'ON THE LEFT.  TURN LEFT AND GO WEST AND NORTHWEST FOR 0.3 MILE TO
 CX1613'THE END OF PAVEMENT AT A CROSSROAD AND A TRACK ROAD LEADING
 CX1613'NORTH.  GO NORTH ON THE TRACK ROAD FOR 0.4 MILE TO THE STATION
 CX1613'ON THE RIGHT.
 CX1613'
 CX1613'THE STATION MARK IS A STANDARD DISK, STAMPED COE 1967, SET IN THE TOP
 CX1613'OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT PROJECTS 4
 CX1613'INCHES ABOVE THE GROUND.  IT IS 93 FEET EAST OF THE CENTERLINE OF
 CX1613'THE TRACK ROAD AND 50.0 FEET SOUTHEAST OF A WITNESS POST.  THE
 CX1613'UNDERGROUND MARK IS 40 INCHES BELOW THE GROUND SURFACE.
 CX1613'
 CX1613'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED COE NO 1 1967, SET IN
 CX1613'THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 CX1613'PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS 74.5 FEET EAST OF THE
 CX1613'CENTERLINE OF THE TRACK ROAD, 3.3 FEET SOUTH OF THE WITNESS POST
 CX1613'AND ABOUT 2 FEET HIGHER IN ELEVATION THAN THE STATION.
 CX1613'
 CX1613'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED COE NO 2 1967, SET IN
 CX1613'THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 CX1613'PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS 118.5 FEET EAST OF THE
 CX1613'CENTERLINE OF THE TRACK ROAD, 59.0 FEET EAST OF THE WITNESS POST
 CX1613'AND ABOUT 3 FEET LOWER IN ELEVATION THAN THE STATION.
 CX1613'
 CX1613'TRIANGULATION STATION CHAT WILL SERVE AS AN AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0980 ***********************************************************************
 DR0980  DESIGNATION -  COE
 DR0980  PID         -  DR0980
 DR0980  STATE/COUNTY-  NM/LINCOLN
 DR0980  USGS QUAD   -  SHEEPPEN CANYON (1989)
 DR0980
 DR0980                         *CURRENT SURVEY CONTROL
 DR0980  ___________________________________________________________________
 DR0980* NAD 83(1992)-  33 21 35.42565(N)    105 25 54.47190(W)     ADJUSTED  
 DR0980* NAVD 88     -      2076.24   (+/-2cm)    6811.8    (feet)  VERTCON   
 DR0980  ___________________________________________________________________
 DR0980  LAPLACE CORR-          -5.85  (seconds)                    DEFLEC99
 DR0980  GEOID HEIGHT-         -19.88  (meters)                     GEOID03
 DR0980
 DR0980  HORZ ORDER  -  THIRD
 DR0980  VERT ORDER  -  THIRD ? (See Below)
 DR0980
 DR0980.The horizontal coordinates were established by classical geodetic methods
 DR0980.and adjusted by the National Geodetic Survey in December 1993..
 DR0980
 DR0980.The NAVD 88 height was computed by applying the VERTCON shift value to
 DR0980.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DR0980.The vertical order pertains to the NGVD 29 superseded value.
 DR0980
 DR0980.The Laplace correction was computed from DEFLEC99 derived deflections.
 DR0980
 DR0980.The geoid height was determined by GEOID03.
 DR0980
 DR0980;                    North         East     Units Scale Factor Converg.
 DR0980;SPC NM C     -   261,955.600   576,145.150   MT  0.99997146   +0 26 59.8
 DR0980;SPC NM C     -   859,432.66  1,890,236.21   sFT  0.99997146   +0 26 59.8
 DR0980;UTM  13      - 3,691,263.287   459,827.636   MT  0.99961990   -0 14 14.8
 DR0980
 DR0980!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR0980!SPC NM C     -   0.99967727  x   0.99997146  =   0.99964874
 DR0980!UTM  13      -   0.99967727  x   0.99961990  =   0.99929729
 DR0980
 DR0980|---------------------------------------------------------------------|
 DR0980| PID    Reference Object                     Distance      Geod. Az  |
 DR0980|                                                           dddmmss.s |
 DR0980| CJ6943 COE WM                                9.200 METERS 02330     |
 DR0980| CJ6941 COE RM 1                              4.720 METERS 18310     |
 DR0980| CJ6940 COE AZ MK                                          2354533.6 |
 DR0980| CJ6942 COE RM 2                             10.405 METERS 24955     |
 DR0980|---------------------------------------------------------------------|
 DR0980
 DR0980                          SUPERSEDED SURVEY CONTROL
 DR0980
 DR0980  NAD 83(1986)-  33 21 35.43203(N)    105 25 54.47197(W) AD(       ) 3
 DR0980  NAD 27      -  33 21 35.12150(N)    105 25 52.51400(W) AD(       ) 3
 DR0980  NGVD 29 (07/19/86) 2075.55   (m)         6809.5    (f) LEVELING    3  
 DR0980
 DR0980.Superseded values are not recommended for survey control.
 DR0980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0980.See file dsdata.txt to determine how the superseded data were derived.
 DR0980
 DR0980_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDS5982891263(NAD 83)
 DR0980_MARKER: DS = TRIANGULATION STATION DISK
 DR0980_SETTING: 66 = SET IN ROCK OUTCROP
 DR0980
 DR0980  HISTORY     - Date     Condition        Report By
 DR0980  HISTORY     - 1936     MONUMENTED       CGS
 DR0980  HISTORY     - 1960     GOOD             USGS
 DR0980
 DR0980                          STATION DESCRIPTION
 DR0980
 DR0980'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 DR0980'THE STATION IS ABOUT 25 MILES AIR LINE NORTHEAST OF MESCALERO.
 DR0980'TO REACH FROM GLENCOE POST OFFICE GO EASTWARD 0.8 MILE TO A
 DR0980'POINT 100 YARDS BEYOND THE GROCERY STORE OF GEO. W. COE
 DR0980'(PARTNER OF BILLY, THE KID), TURN RIGHT ON DIRT ROAD AND
 DR0980'GO SOUTH 0.2 MILE TO TWO CATTLE GUARDS ABOUT 150 YARDS APART,
 DR0980'TAKE LEFT FORK AND GO ON MAIN TRAVELED ROAD SOUTHEASTERLY AND
 DR0980'SOUTHERLY UP CANYON 2.2 MILES TO TOP OF GRADE, CONTINUE 0.4
 DR0980'MILE TO FORKS, TAKE RIGHT FORK STRAIGHT AHEAD AND CONTINUE
 DR0980'1.3 MILES TO SUMMIT THEN CONTINUE, 0.3 MILE TO POINT WHERE
 DR0980'MAIN TRAVELED ROAD CURVES TO THE RIGHT AND A DIM TRAIL GOES
 DR0980'STRAIGHT AHEAD AND CURVING SLIGHTLY TO THE LEFT, AND DRIVE
 DR0980'IN HERE ABOUT 50 YARDS TO END OF TRUCK TRAVEL.  A TRAIL IS
 DR0980'BLAZED THROUGH THE PINE TREES TO THE STATION SITE.  THE
 DR0980'STATION, AZIMUTH AND REFERENCE MARKS ARE STANDARD DISKS SET IN
 DR0980'ROCK.  REFERENCE MARK NO. 1
 DR0980'IS 4.720 METERS (15.49 FEET) FROM THE STATION
 DR0980'N 76 DEG 50 MIN E, AND NO. 2 IS 10.405 METERS (34.14 FEET)
 DR0980'FROM THE STATION S 36 DEG 24 MIN E.  A WITNESS
 DR0980'MARK, A TRIANGLE BLAZED IN THE NORTH SIDE OF A 12-INCH PINE
 DR0980'TREE, IS 9.20 METERS (30.2 FEET) FROM THE STATION
 DR0980'N 82 DEG 50 MIN E.  THE AZIMUTH MARK IS 3/4 MILE FROM
 DR0980'THE STATION S 55 DEG 46 MIN W.  TO REACH
 DR0980'AZIMUTH MARK FROM THE END OF TRUCK TRAVEL TO STATION,
 DR0980'CONTINUE ON MAIN TRAVELED ROAD 0.8 MILE TO AN 8-INCH PINE
 DR0980'TREE WITH 3 BLAZES ON IT, ON THE LEFT SIDE OF ROAD, GO
 DR0980'NORTHWEST ABOUT 40 FEET TO THE MARK.
 DR0980
 DR0980                          STATION RECOVERY (1960)
 DR0980
 DR0980'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 DR0980'STATION MARK--STANDARD USC AND GS DISK, CEMENTED IN ROCK FLUSH WITH
 DR0980'GROUND, AND STAMPED ---COE 1936---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0273 ***********************************************************************
 DR0273  DESIGNATION -  COFFEE
 DR0273  PID         -  DR0273
 DR0273  STATE/COUNTY-  NM/CHAVES
 DR0273  USGS QUAD   -  SARDINE MOUNTAIN (1976)
 DR0273
 DR0273                         *CURRENT SURVEY CONTROL
 DR0273  ___________________________________________________________________
 DR0273* NAD 83(1992)-  33 25 03.06833(N)    104 03 55.99052(W)     ADJUSTED  
 DR0273* NAVD 88     -      1171.266  (meters)    3842.73   (feet)  POSTED    
 DR0273  ___________________________________________________________________
 DR0273  LAPLACE CORR-           2.12  (seconds)                    DEFLEC99
 DR0273  GEOID HEIGHT-         -23.12  (meters)                     GEOID03
 DR0273  DYNAMIC HT  -        1169.650 (meters)    3837.43  (feet)  COMP
 DR0273  MODELED GRAV-     979,221.2   (mgal)                       NAVD 88
 DR0273
 DR0273  HORZ ORDER  -  FIRST
 DR0273  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 DR0273
 DR0273.The horizontal coordinates were established by classical geodetic methods
 DR0273.and adjusted by the National Geodetic Survey in December 1993..
 DR0273
 DR0273.The orthometric height was determined by differential leveling
 DR0273.and adjusted by the National Geodetic Survey in 1992..
 DR0273.No vertical observational check was made to the station.
 DR0273.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 DR0273.was located on a no-check spur therefore a value was not computed.
 DR0273
 DR0273.The Laplace correction was computed from DEFLEC99 derived deflections.
 DR0273
 DR0273.The geoid height was determined by GEOID03.
 DR0273
 DR0273.The dynamic height is computed by dividing the NAVD 88
 DR0273.geopotential number by the normal gravity value computed on the
 DR0273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0273.degrees latitude (g = 980.6199 gals.).
 DR0273
 DR0273.The modeled gravity was interpolated from observed gravity values.
 DR0273
 DR0273;                    North         East     Units Scale Factor Converg.
 DR0273;SPC NM E     -   268,087.670   189,904.181   MT  0.99991673   +0 08 50.9
 DR0273;SPC NM E     -   879,550.96    623,043.97   sFT  0.99991673   +0 08 50.9
 DR0273;UTM  13      - 3,697,964.894   586,880.221   MT  0.99969306   +0 30 52.8
 DR0273
 DR0273!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR0273!SPC NM E     -   0.99981978  x   0.99991673  =   0.99973653
 DR0273!UTM  13      -   0.99981978  x   0.99969306  =   0.99951290
 DR0273
 DR0273|---------------------------------------------------------------------|
 DR0273| PID    Reference Object                     Distance      Geod. Az  |
 DR0273|                                                           dddmmss.s |
 DR0273| DR0274 COFFEE RM 1                          33.458 METERS 09602     |
 DR0273| DR0275 NM CH 29                             54.031 METERS 18514     |
 DR0273| DR0272 COFFEE AZ MK                                       2652852.7 |
 DR0273|---------------------------------------------------------------------|
 DR0273
 DR0273                          SUPERSEDED SURVEY CONTROL
 DR0273
 DR0273  NAD 83(1986)-  33 25 03.07324(N)    104 03 55.98483(W) AD(       ) 1
 DR0273  NAD 27      -  33 25 02.70500(N)    104 03 54.12500(W) AD(       ) 1
 DR0273  NGVD 29 (??/??/92) 1170.765  (m)         3841.08   (f) ADJ UNCH    2 0
 DR0273
 DR0273.Superseded values are not recommended for survey control.
 DR0273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0273.See file dsdata.txt to determine how the superseded data were derived.
 DR0273
 DR0273_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES8688097965(NAD 83)
 DR0273_MARKER: DS = TRIANGULATION STATION DISK
 DR0273_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR0273_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DR0273_STAMPING: COFFEE 1935
 DR0273_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR0273+STABILITY: SURFACE MOTION
 DR0273
 DR0273  HISTORY     - Date     Condition        Report By
 DR0273  HISTORY     - 1935     MONUMENTED       CGS
 DR0273  HISTORY     - 1961     GOOD             CGS
 DR0273  HISTORY     - 1961     GOOD             NGS
 DR0273
 DR0273                          STATION DESCRIPTION
 DR0273
 DR0273'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 DR0273'THE STATION IS ON PASTURE GROUND 27 MILES AIR LINE EAST OF
 DR0273'ROSWELL, 22 MILES AIR LINE WEST-NORTHWEST OF CAPROCK POST
 DR0273'OFFICE, 5.2 MILES WEST OF EDS COFFEE SHOP, 15 MILES EAST OF
 DR0273'COMANCHE STORE, ON A SMALL HILL 202 FEET NORTH OF CENTER OF
 DR0273'U.S. HIGHWAY 380.  TO REACH FROM COMANCHE STORE, DRIVE EASTERLY
 DR0273'15.2 MILES ON U.S. HIGHWAY 380.  AT THIS POINT THE STATION
 DR0273'IS VISIBLE ON A SMALL HILL NORTH OF THE ROAD.  THE SURFACE,
 DR0273'UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD DISKS
 DR0273'SET IN CONCRETE.  THE
 DR0273'REFERENCE MARK IS 109.87 FEET FROM THE STATION.
 DR0273'N.M. CH 29 (N. MEW, GEODETIC SURVEY), A BRONZE
 DR0273'DISK SET IN A CONCRETE POST, IS SOUTH OF THE STATION, 25
 DR0273'FEET NORTH OF THE CENTER OF THE HIGHWAY AND 177.31 FEET
 DR0273'FROM THE STATION.  THE AZIMUTH
 DR0273'MARK IS 29 FEET SOUTH OF THE CENTER OF THE HIGHWAY AND 0.65
 DR0273'MILE FROM THE STATION.
 DR0273
 DR0273                          STATION RECOVERY (1961)
 DR0273
 DR0273'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GWM)
 DR0273'THE STATION MARK, AZIMUTH MARK AND REFERENCE MARKS 1 AND 2
 DR0273'WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.  SHORTER
 DR0273'DISTANCES TO THE REFERENCE MARKS AND BETWEEN THE
 DR0273'REFERENCE MARKS WERE FOUND.  U.S. HIGHWAY 380 HAS BEEN
 DR0273'MODIFIED AND NOW PASSES ON THE NORTH SIDE OF THE STATION.
 DR0273'
 DR0273'THE STATION IS 27 MILES EAST OF ROSWELL, 22 MILES WEST-NORTHWEST
 DR0273'OF CAPROCK, ON THE PROPERTY OF THE L. E. RANCH AND 0.2 MILE
 DR0273'SOUTH OF U.S. HIGHWAY 380.
 DR0273'
 DR0273'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 70, 285 AND
 DR0273'380 (MAIN AND 2ND AVENUE) IN ROSWELL, DRIVE EAST ON U.S. HIGHWAY
 DR0273'380 FOR 7.5 MILES TO THE CONCRETE BRIDGE OVER THE PECOS RIVER.
 DR0273'CONTINUE EAST WITH THE HIGHWAY FOR 14.2 MILES TO A CROSSROAD
 DR0273'WITH STEEL RAIL CATTLE GUARDS ON THE NORTH AND SOUTH SIDES OF
 DR0273'THE HIGHWAY.  DRIVE EAST ON THE HIGHWAY FOR 5.1 MILES TO A
 DR0273'SIDE ROAD ON THE RIGHT, A LOCKED GATE AND THE AZIMUTH MARK FOR
 DR0273'TRIANGULATION STATION ORANGE.  PASS THROUGH THE LOCKED GATE
 DR0273'AND DRIVE SOUTH ON THE DIRT ROAD FOR 0.2 MILE TO A CROSS
 DR0273'ROAD.  TURN RIGHT AND DRIVE WEST ALONG THE OLD BLADED ROAD
 DR0273'FOR 0.45 MILE TO THE STATION ON THE RIGHT.
 DR0273'
 DR0273'THE STATION MARK, A STANDARD DISK STAMPED COFFEE 1935, IS SET
 DR0273'IN THE TOP OF A CONCRETE MONUMENT, 10 INCHES SQUARE AT THE
 DR0273'TOP, PROJECTING 8 INCHES ABOVE THE SURFACE OF THE GROUND.  IT
 DR0273'IS 201.0 FEET NORTH OF THE CENTER OF THE OLD BLADED ROAD AND
 DR0273'3.0 FEET NORTHEAST OF A METAL WITNESS POST WITH SIGN.
 DR0273'
 DR0273'REFERENCE MARK 1, A STANDARD DISK STAMPED COFFEE NO 1 1935,
 DR0273'IS SET IN THE TOP OF A CONCRETE POST, 10 INCHES SQUARE AT THE
 DR0273'TOP, PROJECTING 6 INCHES ABOVE THE SURFACE OF THE GROUND.
 DR0273'
 DR0273'A COAST AND GEODETIC SURVEY AND STATE SURVEY MARK, STAMPED
 DR0273'NO NMCH 29, WAS USED FOR REFERENCE MARK 2.  THE DISK IS SET
 DR0273'IN THE TOP OF A CONCRETE POST, 6 INCHES SQUARE AT THE TOP,
 DR0273'PROJECTING 8 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 23.8
 DR0273'FEET NORTH OF THE CENTER OF THE OLD BLADED ROAD.
 DR0273'
 DR0273'THE AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK, STAMPED
 DR0273'COFFEE AZIMUTH 1935.  THE DISK IS SET IN THE TOP OF A CONCRETE
 DR0273'POST, 10 INCHES SQUARE AT THE TOP, PROJECTING 8 INCHES ABOVE
 DR0273'THE SURFACE OF THE GROUND.  IT IS 27.5 FEET SOUTH OF THE CENTER
 DR0273'OF THE OLD BLADED ROAD.
 DR0273'
 DR0273'TO REACH THE AZIMUTH MARK FROM THE STATION, DRIVE WEST ALONG
 DR0273'THE OLD BLADED ROAD FOR 0.6 MILE TO THE MARK ON THE LEFT.
 DR0273'
 DR0273'THE PICTURE POINT IS THE CENTER OF THE TOP OF A PRAIRIE DOG MOUND
 DR0273'WHICH IS CIRCULAR IN SHAPE, 10 FEET IN DIAMETER AND PROJECTS
 DR0273'2.5 FEET ABOVE THE GENERAL PLANE OF THE GROUND.  THE
 DR0273'SURFACE OF THE MOUND IS COVERED BY WHITE GRAVEL.
 DR0273'
 DR0273'THE KEY FOR THE LOCKED GATE CAN BE OBTAINED FROM THE L.E. RANCH
 DR0273'HEADQUARTERS.
 DR0273
 DR0273                          STATION RECOVERY (1961)
 DR0273
 DR0273'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 DR0273'29.35 MI E FROM ROSWELL.
 DR0273'0.15 MILE SOUTH ALONG SOUTH MAIN STREET FROM THE COURTHOUSE AT
 DR0273'ROSWELL, THENCE 28.5 MILES EAST ALONG U.S. HIGHWAY 380, THENCE 0.2
 DR0273'MILE SOUTH ALONG A DIRT ROAD, THENCE 0.5 MILE WEST ALONG OLD HIGHWAY,
 DR0273'201.0 FEET NORTH OF THE CENTER OF OLD HIGHWAY, 177.2 FEET NORTH OF BM
 DR0273'N.M. CH 29, 109.8 FEET WEST OF R.M. 1, SET IN TOP OF A SQUARE CONCRETE
 DR0273'POST PROJECTING 8 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ1102 ***********************************************************************
 EQ1102  DESIGNATION -  COFFEE
 EQ1102  PID         -  EQ1102
 EQ1102  STATE/COUNTY-  NM/SOCORRO
 EQ1102  USGS QUAD   -  BECKER SW (1952)
 EQ1102
 EQ1102                         *CURRENT SURVEY CONTROL
 EQ1102  ___________________________________________________________________
 EQ1102* NAD 83(1992)-  34 18 52.56232(N)    106 43 23.83077(W)     ADJUSTED  
 EQ1102* NAVD 88     -      1672.5    (meters)    5487.     (feet)  VERTCON   
 EQ1102  ___________________________________________________________________
 EQ1102  LAPLACE CORR-           5.29  (seconds)                    DEFLEC99
 EQ1102  GEOID HEIGHT-         -21.46  (meters)                     GEOID03
 EQ1102
 EQ1102  HORZ ORDER  -  THIRD
 EQ1102
 EQ1102.The horizontal coordinates were established by classical geodetic methods
 EQ1102.and adjusted by the National Geodetic Survey in December 1993..
 EQ1102
 EQ1102.The NAVD 88 height was computed by applying the VERTCON shift value to
 EQ1102.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EQ1102
 EQ1102.The Laplace correction was computed from DEFLEC99 derived deflections.
 EQ1102
 EQ1102.The geoid height was determined by GEOID03.
 EQ1102
 EQ1102;                    North         East     Units Scale Factor Converg.
 EQ1102;SPC NM C     -   367,648.930   456,441.569   MT  0.99992338   -0 16 00.5
 EQ1102;SPC NM C     - 1,206,194.86  1,497,508.71   sFT  0.99992338   -0 16 00.5
 EQ1102;SPC NM W     -   368,111.595   932,165.685   MT  1.00004529   +0 37 33.0
 EQ1102;SPC NM W     - 1,207,712.79  3,058,280.25   sFT  1.00004529   +0 37 33.0
 EQ1102;UTM  13      - 3,798,383.655   341,438.540   MT  0.99990991   -0 58 18.1
 EQ1102
 EQ1102!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EQ1102!SPC NM C     -   0.99974089  x   0.99992338  =   0.99966429
 EQ1102!SPC NM W     -   0.99974089  x   1.00004529  =   0.99978617
 EQ1102!UTM  13      -   0.99974089  x   0.99990991  =   0.99965083
 EQ1102
 EQ1102                          SUPERSEDED SURVEY CONTROL
 EQ1102
 EQ1102  NAD 83(1992)-  34 18 52.56763(N)    106 43 23.83005(W) AD(       ) 3
 EQ1102  NGVD 29 (01/22/92) 1671.7    (m)         5485.     (f) VERT ANG       
 EQ1102
 EQ1102.Superseded values are not recommended for survey control.
 EQ1102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ1102.See file dsdata.txt to determine how the superseded data were derived.
 EQ1102
 EQ1102_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT4143998384(NAD 83)
 EQ1102_MARKER: DS = TRIANGULATION STATION DISK
 EQ1102_SETTING: 66 = SET IN ROCK OUTCROP
 EQ1102_SP_SET: SET IN ROCK OUTCROP
 EQ1102_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EQ1102+STABILITY: POSITION/ELEVATION WELL
 EQ1102
 EQ1102  HISTORY     - Date     Condition        Report By
 EQ1102  HISTORY     - 1950     MONUMENTED       USGS
 EQ1102
 EQ1102                          STATION DESCRIPTION
 EQ1102
 EQ1102'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 EQ1102'STATION IS LOCATED IN THE E. CENTRAL PART OF SEVILLETA GRANT, IN W.
 EQ1102'CENTRAL PART OF LA JOYA 1 SW. QUAD. ON THE HIGHEST POINT OF A HIGH
 EQ1102'MESA.  FIRST ONE SSW. OF TURUTUTU, APPROXIMATELY 7.0 MI. ESE.
 EQ1102'(AIRLINE) OF LA JOYA, 12 MI. NE. OF SAN ACACIA, 9.5 MI. SE. OF
 EQ1102'BERNARDO.
 EQ1102'
 EQ1102'TO REACH STATION FROM JUNCTION OF U.S. HIGHWAYS 60 AND 85, AT
 EQ1102'BERNARDO, GO E. ON HIGHWAY 60 FOR 9.0 MI. TO JUNCTION OF DIRT
 EQ1102'CROSSROADS, TURN RIGHT (S.) 1.3 MI. TO CATTLEGUARD (FROM HERE STATION
 EQ1102'SITE CAN BE SEEN BY LOOKING SSW. TO RIGHT ANGLE APPEARING MESA
 EQ1102'APPROXIMATELY 7.0 MI.), CONTINUE SOUTHERLY ON MAIN TRAVELED RD. 5.6
 EQ1102'MI. TO Y-RD., CONTINUE STRAIGHT (RIGHT) 0.3 MI. TO CROSSROAD, CONTINUE
 EQ1102'STRAIGHT 1.3 MI. TO FENCE, THENCE ON MAIN RD. 0.3 MI. TO TOP OF RIDGE,
 EQ1102'THENCE NORTHWESTERLY CROSS COUNTRY TO HIGHEST POINT 0.9 MI., TRUCK
 EQ1102'CAN BE DRIVEN TO STATION.
 EQ1102'
 EQ1102'STATION MARK--STANDARD BRONZE TABLET IN ROCK OUTCROP,
 EQ1102'STAMPED---COFFEE 1950 VABM 5482---.
 EQ1102'
 EQ1102'REFERENCE MARK NO. 1--STANDARD BRONZE TABLET IN ROCK,
 EQ1102'STAMPED---COFFEE NO. 1 1950---, 30.3 FT. W. OF STATION
 EQ1102'
 EQ1102'REFERENCE MARK NO. 2--STANDARD TABLET IN ROCK, STAMPED---COFFEE
 EQ1102'NO. 2 1950---, 18.8 FT. SSE. OF STATION
 EQ1102'14 MINUTES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0272 ***********************************************************************
 DR0272  DESIGNATION -  COFFEE AZ MK
 DR0272  PID         -  DR0272
 DR0272  STATE/COUNTY-  NM/CHAVES
 DR0272  USGS QUAD   -  SARDINE MOUNTAIN (1976)
 DR0272
 DR0272                         *CURRENT SURVEY CONTROL
 DR0272  ___________________________________________________________________
 DR0272* NAD 83(1986)-  33 24 59.     (N)    104 04 34.     (W)     SCALED    
 DR0272* NAVD 88     -      1164.933  (meters)    3821.95   (feet)  POSTED    
 DR0272  ___________________________________________________________________
 DR0272  GEOID HEIGHT-         -23.13  (meters)                     GEOID03
 DR0272  DYNAMIC HT  -        1163.330 (meters)    3816.69  (feet)  COMP
 DR0272  MODELED GRAV-     979,221.1   (mgal)                       NAVD 88
 DR0272
 DR0272  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 DR0272
 DR0272.The horizontal coordinates were scaled from a topographic map and have
 DR0272.an estimated accuracy of +/- 6 seconds.
 DR0272
 DR0272.The orthometric height was determined by differential leveling
 DR0272.and adjusted by the National Geodetic Survey in 1992..
 DR0272.No vertical observational check was made to the station.
 DR0272.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 DR0272.was located on a no-check spur therefore a value was not computed.
 DR0272
 DR0272.The geoid height was determined by GEOID03.
 DR0272
 DR0272.The dynamic height is computed by dividing the NAVD 88
 DR0272.geopotential number by the normal gravity value computed on the
 DR0272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0272.degrees latitude (g = 980.6199 gals.).
 DR0272
 DR0272.The modeled gravity was interpolated from observed gravity values.
 DR0272
 DR0272;                    North         East    Units  Estimated Accuracy
 DR0272;SPC NM E     -   267,960.      188,920.      MT  (+/- 180 meters Scaled)
 DR0272
 DR0272                          SUPERSEDED SURVEY CONTROL
 DR0272
 DR0272  NGVD 29 (??/??/92) 1164.432  (m)         3820.31   (f) ADJ UNCH    2 0
 DR0272
 DR0272.Superseded values are not recommended for survey control.
 DR0272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0272.See file dsdata.txt to determine how the superseded data were derived.
 DR0272
 DR0272_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES859978(NAD 83)
 DR0272_MARKER: DZ = AZIMUTH MARK DISK
 DR0272_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR0272_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DR0272_STAMPING: COFFEE 1935
 DR0272_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR0272+STABILITY: SURFACE MOTION
 DR0272
 DR0272  HISTORY     - Date     Condition        Report By
 DR0272  HISTORY     - 1935     MONUMENTED       CGS
 DR0272  HISTORY     - 1961     GOOD             NGS
 DR0272
 DR0272                          STATION DESCRIPTION
 DR0272
 DR0272'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 DR0272'29.95 MI E FROM ROSWELL.
 DR0272'0.15 MILE SOUTH ALONG SOUTH MAIN STREET FROM THE COURTHOUSE AT
 DR0272'ROSWELL, THENCE 28.5 MILES EAST ALONG U.S. HIGHWAY 380, THENCE 1.1
 DR0272'MILES WEST ALONG THE OLD HIGHWAY, THENCE 0.2 MILE SOUTH ALONG A DIRT
 DR0272'ROAD TO THE OLD HIGHWAY, 27 FEET SOUTH OF THE CENTER OF THE OLD
 DR0272'HIGHWAY, 2 FEET EAST OF A METAL WITNESS POST WITH SIGN, 1 FOOT ABOVE
 DR0272'THE LEVEL OF THE OLD HIGHWAY, SET IN TOP OF A SQUARE CONCRETE POST
 DR0272'PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0274 ***********************************************************************
 DR0274  DESIGNATION -  COFFEE RM 1
 DR0274  PID         -  DR0274
 DR0274  STATE/COUNTY-  NM/CHAVES
 DR0274  USGS QUAD   -  SARDINE MOUNTAIN (1976)
 DR0274
 DR0274                         *CURRENT SURVEY CONTROL
 DR0274  ___________________________________________________________________
 DR0274* NAD 83(1986)-  33 25 02.     (N)    104 03 56.     (W)     SCALED    
 DR0274* NAVD 88     -      1171.435  (meters)    3843.28   (feet)  POSTED    
 DR0274  ___________________________________________________________________
 DR0274  GEOID HEIGHT-         -23.12  (meters)                     GEOID03
 DR0274  DYNAMIC HT  -        1169.820 (meters)    3837.98  (feet)  COMP
 DR0274  MODELED GRAV-     979,221.2   (mgal)                       NAVD 88
 DR0274
 DR0274  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 DR0274
 DR0274.The horizontal coordinates were scaled from a topographic map and have
 DR0274.an estimated accuracy of +/- 6 seconds.
 DR0274
 DR0274.The orthometric height was determined by differential leveling
 DR0274.and adjusted by the National Geodetic Survey in 1992..
 DR0274.No vertical observational check was made to the station.
 DR0274.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 DR0274.was located on a no-check spur therefore a value was not computed.
 DR0274
 DR0274.The geoid height was determined by GEOID03.
 DR0274
 DR0274.The dynamic height is computed by dividing the NAVD 88
 DR0274.geopotential number by the normal gravity value computed on the
 DR0274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0274.degrees latitude (g = 980.6199 gals.).
 DR0274
 DR0274.The modeled gravity was interpolated from observed gravity values.
 DR0274
 DR0274;                    North         East    Units  Estimated Accuracy
 DR0274;SPC NM E     -   268,060.      189,900.      MT  (+/- 180 meters Scaled)
 DR0274
 DR0274                          SUPERSEDED SURVEY CONTROL
 DR0274
 DR0274  NGVD 29 (??/??/92) 1170.934  (m)         3841.64   (f) ADJ UNCH    2 0
 DR0274
 DR0274.Superseded values are not recommended for survey control.
 DR0274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0274.See file dsdata.txt to determine how the superseded data were derived.
 DR0274
 DR0274_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES868979(NAD 83)
 DR0274_MARKER: DR = REFERENCE MARK DISK
 DR0274_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR0274_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DR0274_STAMPING: COFFEE NO 1 1935
 DR0274_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR0274+STABILITY: SURFACE MOTION
 DR0274
 DR0274  HISTORY     - Date     Condition        Report By
 DR0274  HISTORY     - 1935     MONUMENTED       CGS
 DR0274  HISTORY     - 1961     GOOD             NGS
 DR0274
 DR0274                          STATION DESCRIPTION
 DR0274
 DR0274'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 DR0274'29.35 MI E FROM ROSWELL.
 DR0274'0.15 MILE SOUTH ALONG SOUTH MAIN STREET FROM THE COURTHOUSE AT
 DR0274'ROSWELL, THENCE 28.5 MILES EAST ALONG U.S. HIGHWAY 380, THENCE 0.2
 DR0274'MILE SOUTH ALONG A DIRT ROAD, THENCE 0.5 MILE WEST ALONG OLD HIGHWAY,
 DR0274'109.8 FEET EAST OF A TRIANGULATION STATION, SET IN TOP OF A SQUARE
 DR0274'CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0211 ***********************************************************************
 CX0211  DESIGNATION -  COKER
 CX0211  PID         -  CX0211
 CX0211  STATE/COUNTY-  NM/DONA ANA
 CX0211  USGS QUAD   -  LAKE LUCERO (1982)
 CX0211
 CX0211                         *CURRENT SURVEY CONTROL
 CX0211  ___________________________________________________________________
 CX0211* NAD 83(1992)-  32 38 04.57955(N)    106 26 05.90419(W)     ADJUSTED  
 CX0211* NAVD 88     -      1253.329  (meters)    4111.96   (feet)  ADJUSTED  
 CX0211  ___________________________________________________________________
 CX0211  LAPLACE CORR-          -4.18  (seconds)                    DEFLEC99
 CX0211  GEOID HEIGHT-         -23.26  (meters)                     GEOID03
 CX0211  DYNAMIC HT  -        1251.499 (meters)    4105.96  (feet)  COMP
 CX0211  MODELED GRAV-     979,135.2   (mgal)                       NAVD 88
 CX0211
 CX0211  HORZ ORDER  -  FIRST
 CX0211  VERT ORDER  -  SECOND    CLASS 0
 CX0211
 CX0211.The horizontal coordinates were established by classical geodetic methods
 CX0211.and adjusted by the National Geodetic Survey in December 1993..
 CX0211
 CX0211.The orthometric height was determined by differential leveling
 CX0211.and adjusted by the National Geodetic Survey in June 1991..
 CX0211
 CX0211.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX0211
 CX0211.The geoid height was determined by GEOID03.
 CX0211
 CX0211.The dynamic height is computed by dividing the NAVD 88
 CX0211.geopotential number by the normal gravity value computed on the
 CX0211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0211.degrees latitude (g = 980.6199 gals.).
 CX0211
 CX0211.The modeled gravity was interpolated from observed gravity values.
 CX0211
 CX0211;                    North         East     Units Scale Factor Converg.
 CX0211;SPC NM C     -   181,248.002   482,644.464   MT  0.99990371   -0 05 59.1
 CX0211;SPC NM C     -   594,644.49  1,583,476.05   sFT  0.99990371   -0 05 59.1
 CX0211;UTM  13      - 3,611,689.573   365,395.019   MT  0.99982342   -0 46 26.3
 CX0211
 CX0211!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX0211!SPC NM C     -   0.99980691  x   0.99990371  =   0.99971064
 CX0211!UTM  13      -   0.99980691  x   0.99982342  =   0.99963036
 CX0211
 CX0211|---------------------------------------------------------------------|
 CX0211| PID    Reference Object                     Distance      Geod. Az  |
 CX0211|                                                           dddmmss.s |
 CX0211| CX0212 COKER RM 1                            8.957 METERS 09420     |
 CX0211| CX0213 COKER RM 2                           10.493 METERS 17607     |
 CX0211| CX0203 ARMY TWO 2                          APPROX. 3.3 KM 1791744.7 |
 CX0211|---------------------------------------------------------------------|
 CX0211
 CX0211                          SUPERSEDED SURVEY CONTROL
 CX0211
 CX0211  NAD 83(1986)-  32 38 04.58567(N)    106 26 05.90488(W) AD(       ) 1
 CX0211  NAD 27      -  32 38 04.27507(N)    106 26 03.91772(W) AD(       ) 1
 CX0211  NGVD 29 (??/??/92) 1252.750  (m)         4110.06   (f) ADJ UNCH    2 0
 CX0211
 CX0211.Superseded values are not recommended for survey control.
 CX0211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0211.See file dsdata.txt to determine how the superseded data were derived.
 CX0211
 CX0211_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS6539511690(NAD 83)
 CX0211_MARKER: DS = TRIANGULATION STATION DISK
 CX0211_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CX0211_SP_SET: MONUMENT
 CX0211_STAMPING: COKER 1967
 CX0211_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX0211
 CX0211  HISTORY     - Date     Condition        Report By
 CX0211  HISTORY     - 1967     MONUMENTED       CGS
 CX0211  HISTORY     - 1968     GOOD             NGS
 CX0211
 CX0211                          STATION DESCRIPTION
 CX0211
 CX0211'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (JBJ)
 CX0211'THE STATION IS ABOUT 17-1/2 MILES NORTH OF THE MISSILE RANGE
 CX0211'HEADQUARTERS, 18 MILES SOUTHWEST OF THE WHITE SANDS NATIONAL
 CX0211'MONUMENT AND 1/4 MILE EAST OF ROUTE 7.
 CX0211'
 CX0211'TO REACH THE STATION FROM THE MISSILE RANGE HEADQUARTERS BUILDING, GO
 CX0211'NORTH ON HEADQUARTERS AVENUE, PASSING THROUGH CHECK POINT, FOR 4.0
 CX0211'MILES TO U.S. HIGHWAY 70.  TURN RIGHT AND GO NORTHEAST ON HIGHWAY
 CX0211'70 FOR 4.25 MILES TO ROUTE 7 ON THE LEFT, TURN LEFT AND GO WEST AND
 CX0211'NORTH ON ROUTE 7 FOR 3.6 MILES TO A GRAVEL PIT ON THE LEFT.
 CX0211'CONTINUE NORTH ON ROUTE 7 FOR 5.55 MILES TO A GRAVELED SIDE ROAD ON
 CX0211'THE RIGHT, CONTINUE NORTH ON ROUTE 7 FOR 2.85 MILES TO A GRAVELED
 CX0211'ROAD ON THE RIGHT AND POWER LINE POLE NUMBER 153 ON THE LEFT.
 CX0211'TURN RIGHT AND GO EAST ON GRAVELED ROAD FOR 0.25 MILE TO THE
 CX0211'STATION ON THE RIGHT.
 CX0211'
 CX0211'STATION MARK IS A STANDARD DISK, STAMPED COKER 1967, SET IN THE TOP
 CX0211'OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT PROJECTS 6
 CX0211'INCHES ABOVE THE GROUND.  IT IS 85.0 FEET SOUTH OF THE CENTERLINE
 CX0211'OF THE GRAVELED ROAD AND 5.6 FEET NORTH OF A WITNESS POST.  THE
 CX0211'UNDERGROUND STATION MARK IS 40 INCHES BELOW THE GROUND SURFACE.
 CX0211'
 CX0211'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED COKER NO 1 1967, SET
 CX0211'IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 CX0211'PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS 81.0 FEET SOUTH OF THE
 CX0211'CENTERLINE OF THE ROAD, 25.0 FEET EAST OF THE WITNESS POST AND
 CX0211'ABOUT 1 FOOT LOWER IN ELEVATION THAN THE STATION.
 CX0211'
 CX0211'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED COKER NO 2 1967, SET IN
 CX0211'THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 CX0211'PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS 100.0 FEET SOUTH OF THE
 CX0211'CENTERLINE OF THE ROAD, 29.6 FEET SOUTHWEST OF THE WITNESS POST
 CX0211'AND ABOUT 1 FOOT HIGHER IN ELEVATION THAN THE STATION.
 CX0211'
 CX0211'TRIANGULATION STATION ARMY TWO 2 1964 WILL SERVE AS AN AZIMUTH
 CX0211'MARK.
 CX0211
 CX0211                          STATION RECOVERY (1968)
 CX0211
 CX0211'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 CX0211'18.3 MI N FROM WSMR HEADQUARTERS.
 CX0211'4.2 MILES NORTH ALONG MAIN ACCESS ROAD FROM WHITE SANDS MISSILE RANGE
 CX0211'HEADQUARTERS BUILDING.  THENCE 4.6 MILES NORTHEAST ALONG U.S. HIGHWAY
 CX0211'70.  THENCE 12.6 MILES WEST AND NORTH ALONG WSMR ROUTE 7.  THENCE 0.25
 CX0211'MILE WEST ALONG A DIRT ROAD TO AN EARTHEN MOUND WITH A 10X10 FOOT
 CX0211'CONCRETE SLAB.  IT IS 118 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF
 CX0211'THE CONCRETE SLAB, 83 FEET SOUTH OF THE CENTERLINE OF A ROAD, 6 FEET
 CX0211'NORTHWEST OF A METAL WITNESS SIGN, SET IN THE TOP OF A CONCRETE
 CX0211'MONUMENT 12 INCHES IN DIAMETER THAT PROJECTS ABOUT 4 INCHES ABOVE THE
 CX0211'SURFACE OF THE GROUND AND IS ABOUT 5 FEET HIGHER IN ELEVATION THAN THE
 CX0211'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0212 ***********************************************************************
 CX0212  DESIGNATION -  COKER RM 1
 CX0212  PID         -  CX0212
 CX0212  STATE/COUNTY-  NM/DONA ANA
 CX0212  USGS QUAD   -  LAKE LUCERO (1982)
 CX0212
 CX0212                         *CURRENT SURVEY CONTROL
 CX0212  ___________________________________________________________________
 CX0212* NAD 83(1986)-  32 38 04.     (N)    106 26 05.     (W)     SCALED    
 CX0212* NAVD 88     -      1252.875  (meters)    4110.47   (feet)  ADJUSTED  
 CX0212  ___________________________________________________________________
 CX0212  GEOID HEIGHT-         -23.26  (meters)                     GEOID03
 CX0212  DYNAMIC HT  -        1251.046 (meters)    4104.47  (feet)  COMP
 CX0212  MODELED GRAV-     979,135.2   (mgal)                       NAVD 88
 CX0212
 CX0212  VERT ORDER  -  SECOND    CLASS 0
 CX0212
 CX0212.The horizontal coordinates were scaled from a topographic map and have
 CX0212.an estimated accuracy of +/- 6 seconds.
 CX0212
 CX0212.The orthometric height was determined by differential leveling
 CX0212.and adjusted by the National Geodetic Survey in June 1991..
 CX0212
 CX0212.The geoid height was determined by GEOID03.
 CX0212
 CX0212.The dynamic height is computed by dividing the NAVD 88
 CX0212.geopotential number by the normal gravity value computed on the
 CX0212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0212.degrees latitude (g = 980.6199 gals.).
 CX0212
 CX0212.The modeled gravity was interpolated from observed gravity values.
 CX0212
 CX0212;                    North         East    Units  Estimated Accuracy
 CX0212;SPC NM C     -   181,230.      482,670.      MT  (+/- 180 meters Scaled)
 CX0212
 CX0212                          SUPERSEDED SURVEY CONTROL
 CX0212
 CX0212  NGVD 29 (??/??/92) 1252.297  (m)         4108.58   (f) ADJ UNCH    2 0
 CX0212
 CX0212.Superseded values are not recommended for survey control.
 CX0212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0212.See file dsdata.txt to determine how the superseded data were derived.
 CX0212
 CX0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS654116(NAD 83)
 CX0212_MARKER: DR = REFERENCE MARK DISK
 CX0212_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CX0212_SP_SET: MONUMENT
 CX0212_STAMPING: COKER NO1 1967
 CX0212_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX0212
 CX0212  HISTORY     - Date     Condition        Report By
 CX0212  HISTORY     - 1967     MONUMENTED       CGS
 CX0212  HISTORY     - 1968     GOOD             NGS
 CX0212
 CX0212                          STATION DESCRIPTION
 CX0212
 CX0212'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CX0212'18.3 MI N FROM WSMR HEADQUARTERS.
 CX0212'4.2 MILES NORTH ALONG MAIN ACCESS ROAD FROM WHITE SANDS MISSILE RANGE
 CX0212'HEADQUARTERS BUILDING.  THENCE 4.6 MILES NORTHEAST ALONG U.S. HIGHWAY
 CX0212'70.  THENCE 12.6 MILES WEST AND NORTH ALONG WSMR ROUTE 7.  THENCE 0.25
 CX0212'MILE EAST ALONG A DIRT ROAD TO AN EARTHEN MOUND WITH A 10X10 FOOT
 CX0212'CONCRETE SLAB.  IT IS 29.5 FEET EAST OF THE STATION MARK, 25.5 FEET
 CX0212'EAST OF A METAL WITNESS SIGN, SET IN THE TOP OF A CONCRETE MONUMENT 12
 CX0212'INCHES IN DIAMETER THAT PROJECTS ABOUT 4 INCHES ABOVE THE SURFACE OF
 CX0212'THE GROUND AND IS ABOUT 2 FEET LOWER IN ELEVATION THAN THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0213 ***********************************************************************
 CX0213  DESIGNATION -  COKER RM 2
 CX0213  PID         -  CX0213
 CX0213  STATE/COUNTY-  NM/DONA ANA
 CX0213  USGS QUAD   -  LAKE LUCERO (1982)
 CX0213
 CX0213                         *CURRENT SURVEY CONTROL
 CX0213  ___________________________________________________________________
 CX0213* NAD 83(1986)-  32 38 04.     (N)    106 26 05.     (W)     SCALED    
 CX0213* NAVD 88     -      1253.460  (meters)    4112.39   (feet)  ADJUSTED  
 CX0213  ___________________________________________________________________
 CX0213  GEOID HEIGHT-         -23.26  (meters)                     GEOID03
 CX0213  DYNAMIC HT  -        1251.630 (meters)    4106.39  (feet)  COMP
 CX0213  MODELED GRAV-     979,135.2   (mgal)                       NAVD 88
 CX0213
 CX0213  VERT ORDER  -  SECOND    CLASS 0
 CX0213
 CX0213.The horizontal coordinates were scaled from a topographic map and have
 CX0213.an estimated accuracy of +/- 6 seconds.
 CX0213
 CX0213.The orthometric height was determined by differential leveling
 CX0213.and adjusted by the National Geodetic Survey in June 1991..
 CX0213
 CX0213.The geoid height was determined by GEOID03.
 CX0213
 CX0213.The dynamic height is computed by dividing the NAVD 88
 CX0213.geopotential number by the normal gravity value computed on the
 CX0213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0213.degrees latitude (g = 980.6199 gals.).
 CX0213
 CX0213.The modeled gravity was interpolated from observed gravity values.
 CX0213
 CX0213;                    North         East    Units  Estimated Accuracy
 CX0213;SPC NM C     -   181,230.      482,670.      MT  (+/- 180 meters Scaled)
 CX0213
 CX0213                          SUPERSEDED SURVEY CONTROL
 CX0213
 CX0213  NGVD 29 (??/??/92) 1252.882  (m)         4110.50   (f) ADJ UNCH    2 0
 CX0213
 CX0213.Superseded values are not recommended for survey control.
 CX0213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0213.See file dsdata.txt to determine how the superseded data were derived.
 CX0213
 CX0213_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS654116(NAD 83)
 CX0213_MARKER: DR = REFERENCE MARK DISK
 CX0213_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CX0213_SP_SET: MONUMENT
 CX0213_STAMPING: COKER NO 2 1967
 CX0213_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX0213
 CX0213  HISTORY     - Date     Condition        Report By
 CX0213  HISTORY     - 1967     MONUMENTED       CGS
 CX0213  HISTORY     - 1968     GOOD             NGS
 CX0213
 CX0213                          STATION DESCRIPTION
 CX0213
 CX0213'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CX0213'18.3 MI N FROM WSMR HEADQUARTERS.
 CX0213'4.2 MILES NORTH ALONG MAIN ACCESS ROAD FROM WHITE SANDS MISSILE RANGE
 CX0213'HEADQUARTERS.  THENCE 4.6 MILES NORTHEAST ALONG U.S. HIGHWAY 70.
 CX0213'THENCE 12.6 MILES WEST AND NORTH ALONG WSMR ROUTE 7.  THENCE 0.25 MILE
 CX0213'EAST ALONG A DIRT ROAD TO AN EARTHEN MOUND WITH A 10X10 FOOT CONCRETE
 CX0213'SLAB.  IT IS 34.5 FEET SOUTH OF THE STATION MARK, 30 FEET SOUTH OF A
 CX0213'METAL WITNESS SIGN, SET IN THE TOP OF A CONCRETE MONUMENT, 12 INCHES
 CX0213'IN DIAMETER, THAT PROJECTS ABOUT 3 INCHES ABOVE THE SURFACE OF THE
 CX0213'GROUND AND IS ABOUT 1 FOOT HIGHER THAN THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0719 ***********************************************************************
 CE0719  DESIGNATION -  COLAIR
 CE0719  PID         -  CE0719
 CE0719  STATE/COUNTY-  NM/LUNA
 CE0719  USGS QUAD   -  COLUMBUS (1965)
 CE0719
 CE0719                         *CURRENT SURVEY CONTROL
 CE0719  ___________________________________________________________________
 CE0719* NAD 83(1992)-  31 49 29.31646(N)    107 37 55.35978(W)     ADJUSTED  
 CE0719* NAVD 88     -      1227.35   (+/-2cm)    4026.7    (feet)  VERTCON   
 CE0719  ___________________________________________________________________
 CE0719  LAPLACE CORR-          -0.21  (seconds)                    DEFLEC99
 CE0719  GEOID HEIGHT-         -24.85  (meters)                     GEOID03
 CE0719
 CE0719  HORZ ORDER  -  SECOND
 CE0719  VERT ORDER  -  THIRD ? (See Below)
 CE0719
 CE0719.The horizontal coordinates were established by classical geodetic methods
 CE0719.and adjusted by the National Geodetic Survey in December 1993..
 CE0719
 CE0719.The NAVD 88 height was computed by applying the VERTCON shift value to
 CE0719.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CE0719.The vertical order pertains to the NGVD 29 superseded value.
 CE0719
 CE0719.The Laplace correction was computed from DEFLEC99 derived deflections.
 CE0719
 CE0719.The geoid height was determined by GEOID03.
 CE0719
 CE0719;                    North         East     Units Scale Factor Converg.
 CE0719;SPC NM W     -    91,462.162   849,054.931   MT  0.99992114   +0 06 22.1
 CE0719;SPC NM W     -   300,072.11  2,785,607.72   sFT  0.99992114   +0 06 22.1
 CE0719;UTM  13      - 3,524,036.169   250,878.610   MT  1.00036547   -1 23 19.2
 CE0719
 CE0719!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CE0719!SPC NM W     -   0.99981122  x   0.99992114  =   0.99973237
 CE0719!UTM  13      -   0.99981122  x   1.00036547  =   1.00017662
 CE0719
 CE0719|---------------------------------------------------------------------|
 CE0719| PID    Reference Object                     Distance      Geod. Az  |
 CE0719|                                                           dddmmss.s |
 CE0719| CC7184 COLAIR RM 1                          14.975 METERS 02525     |
 CE0719| CE0717 COLUMBUS RADIO RANGE CEN TOWER      APPROX. 4.2 KM 0913016.5 |
 CE0719| CC7183 COLAIR AZ MK                                       0925909.7 |
 CE0719| CE0720 COLUMBUS AIRPORT BEACON               6.398 METERS 27207     |
 CE0719| CE0319 B 221                                 5.004 METERS 28927     |
 CE0719| CE0318 A 221                                36.648 METERS 31039     |
 CE0719|---------------------------------------------------------------------|
 CE0719
 CE0719                          SUPERSEDED SURVEY CONTROL
 CE0719
 CE0719  NAD 83(1986)-  31 49 29.31727(N)    107 37 55.35585(W) AD(       ) 2
 CE0719  NAD 27      -  31 49 28.95965(N)    107 37 53.26740(W) AD(       ) 2
 CE0719  NGVD 29 (07/19/86) 1226.76   (m)         4024.8    (f) LEVELING    3  
 CE0719
 CE0719.Superseded values are not recommended for survey control.
 CE0719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0719.See file dsdata.txt to determine how the superseded data were derived.
 CE0719
 CE0719_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RBR5087924036(NAD 83)
 CE0719_MARKER: DS = TRIANGULATION STATION DISK
 CE0719_SETTING: 0 = UNSPECIFIED SETTING
 CE0719_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CE0719+SATELLITE: SATELLITE OBSERVATIONS - September 06, 2004
 CE0719
 CE0719  HISTORY     - Date     Condition        Report By
 CE0719  HISTORY     - 1945     MONUMENTED       CGS
 CE0719  HISTORY     - 1964     GOOD             USGS
 CE0719  HISTORY     - 20040906 GOOD             GEOCAC
 CE0719
 CE0719                          STATION DESCRIPTION
 CE0719
 CE0719'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (RAM)
 CE0719'STATION IS LOCATED SE OF THE RAILROAD STATION AT COLUMBUS
 CE0719'AND IS IN THE NW CORNER OF THE AIRPORT.
 CE0719'
 CE0719'TO REACH THE STATION FROM THE SOUTHERN PACIFIC CO. RAILROAD
 CE0719'STATION IN COLUMBUS, GO E ON A ROAD ALONG THE N SIDE OF THE
 CE0719'TRACKS FOR 0.2 MILE.  TURN RIGHT (S) CROSSING THE RAILROAD TRACKS
 CE0719'AND GO 0.05 MILE TO A FORK.  TAKE THE LEFT FORK AND FOLLOW THE
 CE0719'MAIN ROAD TOWARD THE AIRPORT FOR 0.35 MILE TO THE BEACON AND
 CE0719'STATION.
 CE0719'
 CE0719'THE STATION IS LOCATED 79-1/2 FEET ESE OF THE FENCE CORNER
 CE0719'POST AT THE JUNCTION OF THE FENCES WHICH RUN ALONG THE N SIDE AND
 CE0719'THE W SIDE OF THE AIRPORT.  IT IS ALSO 35 FEET S OF THE FENCE
 CE0719'ALONG THE N SIDE OF THE AIRPORT AND 21.0 FEET E OF THE CENTER
 CE0719'OF THE BEACON TOWER AT THE AIRPORT.  IT IS MARKED BY A BRONZE
 CE0719'STATION DISK, STAMPED COLAIR 1945, AND SET IN THE CENTER OF
 CE0719'THE HEAD OF A CONCRETE ARROW POINTING E FROM THE BEACON.
 CE0719'
 CE0719'REFERENCE MARK 1 IS N OF THE STATION AND ABOUT THE SAME LEVEL.
 CE0719'IT IS 9-1/2 FEET N OF THE FENCE ALONG THE N SIDE OF THE
 CE0719'AIRPORT.  IT IS MARKED GY A BRONZE REFERENCE DISK, STAMPED
 CE0719'COLAIR NO 1 1945, AND SET IN THE TOP OF A SQUARE CONCRETE POST
 CE0719'WHICH PROJECTS 2 INCHES ABOVE THE GROUND.
 CE0719'
 CE0719'BENCH MARK A 221 IS NW OF THE STATION AND ABOUT 1-1/2 FEET
 CE0719'HIGHER.  IT IS MARKED BY A BRONZE BENCH-MARK DISK, STAMPED
 CE0719'A 221 1945, AND SET IN THE CONCRETE BASE OF THE FLAGPOLE IN
 CE0719'FRONT OF THE CAA RADION STATION HOUSE.
 CE0719'
 CE0719'BENCH MARK B 221 IS WNW OF THE STATION AND ABOUT THE SAME LEVEL.
 CE0719'IT IS MARKED BY A BRONZE BENCH-MARK DISK, STAMPED B 221 1945,
 CE0719'AND SET IN THE NE CORNER OF THE CONCRETE BASE OF THE AIRPORT
 CE0719'BEACON TOWER.
 CE0719'
 CE0719'AZIMUTH MARK IS 0.65 MILE E OF THE STATION AND 32 INCHES W
 CE0719'OF THE FENCE ALONG THE E SIDE OF THE AIRPORT.  IT IS MARKED
 CE0719'BY A BRONZE AZIMUTH DISK, STAMPED COLAIR 1945, AND SET IN THE
 CE0719'TOP OF A SQUARE CONCRETE POST THAT PROJECTS 9 INCHES ABOVE THE
 CE0719'GROUND.
 CE0719
 CE0719                          STATION RECOVERY (1964)
 CE0719
 CE0719'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 CE0719'STATION MARK - STANDARD BRONZE NGS DISK, STAMPED, --- COLAIR 1945 ---
 CE0719'SET IN THE CENTER OF THE HEAD OF A CONCRETE ARROW POINTING E. FROM THE
 CE0719'BEACON.
 CE0719
 CE0719                          STATION RECOVERY (2004)
 CE0719
 CE0719'RECOVERY NOTE BY GEOCACHING 2004 (CB)
 CE0719'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GO0488 ***********************************************************************
 GO0488  DESIGNATION -  COLD
 GO0488  PID         -  GO0488
 GO0488  STATE/COUNTY-  NM/SAN JUAN
 GO0488  USGS QUAD   -  SULPHUR SPRING (1979)
 GO0488
 GO0488                         *CURRENT SURVEY CONTROL
 GO0488  ___________________________________________________________________
 GO0488* NAD 83(1992)-  36 38 48.92721(N)    108 42 24.64866(W)     ADJUSTED  
 GO0488* NAVD 88     -      1600.     (meters)    5249.     (feet)  VERTCON   
 GO0488  ___________________________________________________________________
 GO0488  LAPLACE CORR-          -2.77  (seconds)                    DEFLEC99
 GO0488  GEOID HEIGHT-         -21.13  (meters)                     GEOID03
 GO0488
 GO0488  HORZ ORDER  -  SECOND
 GO0488
 GO0488.The horizontal coordinates were established by classical geodetic methods
 GO0488.and adjusted by the National Geodetic Survey in December 1993..
 GO0488
 GO0488.The NAVD 88 height was computed by applying the VERTCON shift value to
 GO0488.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GO0488
 GO0488.The Laplace correction was computed from DEFLEC99 derived deflections.
 GO0488
 GO0488.The geoid height was determined by GEOID03.
 GO0488
 GO0488;                    North         East     Units Scale Factor Converg.
 GO0488;SPC NM W     -   626,657.495   751,894.704   MT  0.99999180   -0 31 17.1
 GO0488;SPC NM W     - 2,055,958.80  2,466,841.21   sFT  0.99999180   -0 31 17.1
 GO0488;UTM  12      - 4,058,154.970   704,991.148   MT  1.00011773   +1 22 09.2
 GO0488
 GO0488!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GO0488!SPC NM W     -   0.99975229  x   0.99999180  =   0.99974409
 GO0488!UTM  12      -   0.99975229  x   1.00011773  =   0.99986999
 GO0488
 GO0488:                Primary Azimuth Mark                     Grid Az
 GO0488:SPC NM W     -  3610845039                               177 02 49.9
 GO0488:UTM  12      -  3610845039                               175 09 23.6
 GO0488
 GO0488|---------------------------------------------------------------------|
 GO0488| PID    Reference Object                     Distance      Geod. Az  |
 GO0488|                                                           dddmmss.s |
 GO0488| GO0485 3610845039                          APPROX. 5.2 KM 1763132.8 |
 GO0488|---------------------------------------------------------------------|
 GO0488
 GO0488                          SUPERSEDED SURVEY CONTROL
 GO0488
 GO0488  NAD 83(1992)-  36 38 48.92712(N)    108 42 24.64937(W) AD(       ) 2
 GO0488  NAD 83(1992)-  36 38 48.92411(N)    108 42 24.65046(W) AD(       ) 2
 GO0488  NAD 83(1986)-  36 38 48.92167(N)    108 42 24.65309(W) AD(       ) 2
 GO0488  NAD 27      -  36 38 48.91931(N)    108 42 22.34566(W) AD(       ) 2
 GO0488  NGVD 29 (07/19/86) 1599.     (m)         5246.     (f) VERT ANG       
 GO0488
 GO0488.Superseded values are not recommended for survey control.
 GO0488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GO0488.See file dsdata.txt to determine how the superseded data were derived.
 GO0488
 GO0488_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYF0499158155(NAD 83)
 GO0488_MARKER: DD = SURVEY DISK
 GO0488_SETTING: 0 = UNSPECIFIED SETTING
 GO0488_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GO0488
 GO0488  HISTORY     - Date     Condition        Report By
 GO0488  HISTORY     - 1971     MONUMENTED       NMHD
 GO0488
 GO0488                          STATION DESCRIPTION
 GO0488
 GO0488'DESCRIBED BY NM HIGHWAY DEPT 1971 (CWW)
 GO0488'STATION IS LOCATED IN SAN JUAN COUNTY, NEW MEXICO, ON U. S.
 GO0488'HIGHWAY 666 11.0 MILES SOUTH OF THE POST OFFICE AT SHIPROCK,
 GO0488'NEW MEXICO, AND 50 FEET WEST OF HIGHWAY.
 GO0488'
 GO0488'TO REACH STATION FROM THE POST OFFICE AT SHIPROCK, NEW MEXICO,
 GO0488'TRAVEL SOUTH ON U. S. 666, 11.0 MILES TO A SMALL ROLLING HILL.
 GO0488'TURN RIGHT (WEST) OFF THE HIGHWAY AND TRAVEL 50 FEET TO STATION.
 GO0488'
 GO0488'STATION IS A STANDARD NMSHC BRASS DISK SET IN A CONCRETE MONUMENT
 GO0488'AND STAMPED COLD - 1971.
 GO0488'
 GO0488'HEIGHT OF LIGHT ABOVE STATION MARK 1.30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0820 ***********************************************************************
 CW0820  DESIGNATION -  COLE
 CW0820  PID         -  CW0820
 CW0820  STATE/COUNTY-  NM/EDDY
 CW0820  USGS QUAD   -  HOPE (1975)
 CW0820
 CW0820                         *CURRENT SURVEY CONTROL
 CW0820  ___________________________________________________________________
 CW0820* NAD 83(1992)-  32 51 27.22691(N)    104 39 52.91600(W)     ADJUSTED  
 CW0820* NAVD 88     -      1235.     (meters)    4052.     (feet)  SCALED    
 CW0820  ___________________________________________________________________
 CW0820  LAPLACE CORR-          -4.17  (seconds)                    DEFLEC99
 CW0820  GEOID HEIGHT-         -22.73  (meters)                     GEOID03
 CW0820
 CW0820  HORZ ORDER  -  SECOND
 CW0820
 CW0820.The horizontal coordinates were established by classical geodetic methods
 CW0820.and adjusted by the National Geodetic Survey in December 1993..
 CW0820
 CW0820.The orthometric height was scaled from a topographic map.
 CW0820
 CW0820.The Laplace correction was computed from DEFLEC99 derived deflections.
 CW0820
 CW0820.The geoid height was determined by GEOID03.
 CW0820
 CW0820;                    North         East     Units Scale Factor Converg.
 CW0820;SPC NM E     -   206,006.939   133,985.909   MT  0.99992095   -0 10 47.2
 CW0820;SPC NM E     -   675,874.43    439,585.44   sFT  0.99992095   -0 10 47.2
 CW0820;UTM  13      - 3,635,546.354   531,372.739   MT  0.99961214   +0 10 54.9
 CW0820
 CW0820!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CW0820!SPC NM E     -   0.99980978  x   0.99992095  =   0.99973075
 CW0820!UTM  13      -   0.99980978  x   0.99961214  =   0.99942199
 CW0820
 CW0820:                Primary Azimuth Mark                     Grid Az
 CW0820:SPC NM E     -  COLE AZ MK                               145 17 24.3
 CW0820:UTM  13      -  COLE AZ MK                               144 55 42.2
 CW0820
 CW0820|---------------------------------------------------------------------|
 CW0820| PID    Reference Object                     Distance      Geod. Az  |
 CW0820|                                                           dddmmss.s |
 CW0820| CH8639 COLE AZ MK                                         1450637.1 |
 CW0820| CH8640 COLE RM 1                            27.161 METERS 17353     |
 CW0820| CH8641 COLE RM 2                            18.400 METERS 31401     |
 CW0820|---------------------------------------------------------------------|
 CW0820
 CW0820                          SUPERSEDED SURVEY CONTROL
 CW0820
 CW0820  NAD 83(1986)-  32 51 27.23274(N)    104 39 52.90875(W) AD(       ) 2
 CW0820  NAD 27      -  32 51 26.84500(N)    104 39 51.03000(W) AD(       ) 2
 CW0820
 CW0820.Superseded values are not recommended for survey control.
 CW0820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0820.See file dsdata.txt to determine how the superseded data were derived.
 CW0820
 CW0820_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES3137335546(NAD 83)
 CW0820_MARKER: DS = TRIANGULATION STATION DISK
 CW0820_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CW0820_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CW0820_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CW0820
 CW0820  HISTORY     - Date     Condition        Report By
 CW0820  HISTORY     - 1943     MONUMENTED       CGS
 CW0820  HISTORY     - 1949     GOOD             USGS
 CW0820
 CW0820                          STATION DESCRIPTION
 CW0820
 CW0820'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (EHB)
 CW0820'STATION IS LOCATED 15 MILES AIRLINE W OF ARTESIA AND 5.5 MILES
 CW0820'AIRLINE SW OF HOPE, ON THE SUMMIT OF A FLAT-TOPPED BRUSH-COVERED
 CW0820'HILL, IN PASTURE LAND OWNED BY R.L. COLE.  IT IS ON THE HIGHEST
 CW0820'POINT IN THE VICINITY, ABOUT 0.25 MILE NW OF A POWER-TRANSMISSION
 CW0820'LINE, 25 FEET NW OF A TRACK ROAD, AND 15 FEET NE OF A 4- BY
 CW0820'4-INCH WOODEN MARKER POST.  A BRONZE STATION DISK SET IN A
 CW0820'ROUND CONCRETE POST FLUSH WITH THE GROUND.  STAMPED COLE 1943.
 CW0820'
 CW0820'REFERENCE MARK 1 IS S OF THE STATION.  A BRONZE REFERENCE
 CW0820'DISK SET IN ROCK OUTCROP FLUSH WITH THE GROUND.  STAMPED
 CW0820'COLE NO 1 1943.
 CW0820'
 CW0820'REFERENCE MARK 2 IS NW OF THE STATION.  A BRONZE REFERENCE
 CW0820'DISK SET IN A BOULDER FLUSH WITH THE GROUND.  STAMPED COLE
 CW0820'NO 2 1943.
 CW0820'
 CW0820'AZIMUTH MARK IS 0.6 MILE SE OF THE STATION, 46 FEET S OF THE
 CW0820'CENTER LINE OF A TRACK ROAD, 36 FEET S OF A LINE OF
 CW0820'POWER-TRANSMISSION LINE POLES, AND 6 FEET W OF A 4- BY 4-INCH
 CW0820'WOODEN MARKER POST.  A BRONZE AZIMUTH DISK SET IN ROCK OUTCROP
 CW0820'FLUSH WITH THE GROUND.  STAMPED COLE 1943.
 CW0820'
 CW0820'TO REACH FROM THE POST OFFICE IN HOPE, GO E ON U.S. HIGHWAY
 CW0820'83 FOR 3.0 MILES TO A WIRE GATE AND TRACK ROAD ON LEFT.  TURN
 CW0820'LEFT THROUGH GATE AND FOLLOW MAIN ROAD N FOR 1.8 MILES TO A
 CW0820'WIRE GATE AT N SIDE OF A DIRT TANK.  PASS THROUGH GATE AND
 CW0820'CONTINUE N, THENCE E, ACROSS WASH FOR 0.5 MILE TO CROSS ROAD
 CW0820'AT FENCE CORNER.  CONTINUE STRAIGHT AHEAD E FOR 1.5 MILES TO A
 CW0820'FENCE CORNER AND GATE.  PASS THROUGH GATE, THEN GO NNE CROSS
 CW0820'COUNTRY FOR 0.4 MILE TO HIGHEST POINT OF RIDGE AND STATION.
 CW0820'
 CW0820'HEIGHT OF LIGHT ABOVE STATION MARK- 6 METERS.
 CW0820
 CW0820                          STATION RECOVERY (1949)
 CW0820
 CW0820'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1949
 CW0820'RECOVERED BY USGS IN 1949 AS DESCRIBED.
 CW0820'
 CW0820'1/4 COR. 517.6 FT. FROM STATION
 CW0820'30 SECONDS.
 CW0820'
 CW0820'STATION MARK--A BRONZE USC AND GS STATION DISK SET IN CONCRETE STAMPED
 CW0820'---COLE 1943---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0528 ***********************************************************************
 FN0528  DESIGNATION -  COLEY
 FN0528  PID         -  FN0528
 FN0528  STATE/COUNTY-  NM/SAN MIGUEL
 FN0528  USGS QUAD   -  ONAVA (1976)
 FN0528
 FN0528                         *CURRENT SURVEY CONTROL
 FN0528  ___________________________________________________________________
 FN0528* NAD 83(1992)-  35 41 38.08507(N)    105 00 59.17448(W)     ADJUSTED  
 FN0528* NAVD 88     -      2116.9    (meters)    6945.     (feet)  VERTCON   
 FN0528  ___________________________________________________________________
 FN0528  LAPLACE CORR-          -4.16  (seconds)                    DEFLEC99
 FN0528  GEOID HEIGHT-         -18.94  (meters)                     GEOID03
 FN0528
 FN0528  HORZ ORDER  -  FIRST
 FN0528
 FN0528.The horizontal coordinates were established by classical geodetic methods
 FN0528.and adjusted by the National Geodetic Survey in December 1993..
 FN0528
 FN0528.The NAVD 88 height was computed by applying the VERTCON shift value to
 FN0528.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FN0528
 FN0528.The Laplace correction was computed from DEFLEC99 derived deflections.
 FN0528
 FN0528.The geoid height was determined by GEOID03.
 FN0528
 FN0528;                    North         East     Units Scale Factor Converg.
 FN0528;SPC NM E     -   520,773.758   103,176.846   MT  0.99995617   -0 23 54.9
 FN0528;SPC NM E     - 1,708,571.90    338,506.04   sFT  0.99995617   -0 23 54.9
 FN0528;UTM  13      - 3,949,999.869   498,512.837   MT  0.99960003   -0 00 34.5
 FN0528
 FN0528!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FN0528!SPC NM E     -   0.99967083  x   0.99995617  =   0.99962701
 FN0528!UTM  13      -   0.99967083  x   0.99960003  =   0.99927099
 FN0528
 FN0528|---------------------------------------------------------------------|
 FN0528| PID    Reference Object                     Distance      Geod. Az  |
 FN0528|                                                           dddmmss.s |
 FN0528| CJ6948 COLEY RM 1                           10.804 METERS 10901     |
 FN0528| CJ6949 COLEY RM 2                            9.627 METERS 20528     |
 FN0528| CJ6947 COLEY AZ MK                                        2462244.5 |
 FN0528| FN0558 LAS VEGAS VORTAC LVS                APPROX.11.5 KM 2493201.2 |
 FN0528| FN0527 SHOE                                  5.215 METERS 32546     |
 FN0528|---------------------------------------------------------------------|
 FN0528
 FN0528                          SUPERSEDED SURVEY CONTROL
 FN0528
 FN0528  NAD 83(1986)-  35 41 38.09179(N)    105 00 59.17484(W) AD(       ) 1
 FN0528  NAD 27      -  35 41 37.93610(N)    105 00 57.16600(W) AD(       ) 1
 FN0528  NGVD 29 (07/19/86) 2115.9    (m)         6942.     (f) VERT ANG       
 FN0528
 FN0528.Superseded values are not recommended for survey control.
 FN0528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0528.See file dsdata.txt to determine how the superseded data were derived.
 FN0528
 FN0528_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV9851350000(NAD 83)
 FN0528_MARKER: DS = TRIANGULATION STATION DISK
 FN0528_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FN0528
 FN0528  HISTORY     - Date     Condition        Report By
 FN0528  HISTORY     - 1949     MONUMENTED       CGS
 FN0528  HISTORY     - 1975     GOOD             NGS
 FN0528
 FN0528                          STATION DESCRIPTION
 FN0528
 FN0528'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (DHK)
 FN0528'STATION IS LOCATED ABOUT 3 MILES SOUTHEAST OF THE ATCHISON, TOPEKA
 FN0528'AND SANTA FE RAILWAY AND U.S. HIGHWAY 85, ON HIGHEST POINT OF
 FN0528'HIGH, BARE SPUR OF RIDGE WHICH DROPS OFF STEEPLY ON ALL SIDES
 FN0528'EXCEPT THE EAST WHICH SLOPES GENTLY, 8 FEET SOUTHEAST OF A
 FN0528'WHITE WITNESS POST, PROJECTS 2 INCHES, AND STAMPED, COLEY 1949.
 FN0528'
 FN0528'REFERENCE MARK NO. 1 IS ABOUT THE SAME ELEVATION AS STATION,
 FN0528'PROJECTS 6 INCHES, AND STAMPED, COLEY NO 1 1949.
 FN0528'
 FN0528'REFERENCE MARK NO. 2 IS ABOUT THE SAME ELEVATION AS STATION,
 FN0528'PROJECTS 4 INCHES, AND STAMPED, COLEY NO 2 1949.
 FN0528'
 FN0528'REFERENCE MARK IS A U.S. BUREAU OF RECLAMATION BRONZE DISK SET IN
 FN0528'AN 8 INCH SQUARE CONCRETE POST, 0.07 METERS HIGHER THAN STATION,
 FN0528'PROJECTS 6 INCHES, AND STAMPED, SHOE.
 FN0528'
 FN0528'AZIMUTH MARK IS LOCATED ON RIDGE NEAR A FEW CEDAR TREES, 4
 FN0528'FEET NORTH OF A WHITE WITNESS POST, PROJECTS 4 INCHES, AND
 FN0528'STAMPED, COLEY 1949.
 FN0528'
 FN0528'TO REACH FROM THE FORD GARAGE IN LAS VEGAS, GO NORTHERLY ON U.S.
 FN0528'HIGHWAY 85 FOR 15.9 MILES TO A SIDE ROAD RIGHT AT RAILROAD
 FN0528'SIDING, KROENIGS.  TURN RIGHT ONTO SIDE ROAD AND GO 0.1 MILE TO
 FN0528'TWO GATES AND RAILROAD CROSSING.  PASS THROUGH GATES AND FOLLOW
 FN0528'MAIN ROAD FOR 1.2 MILES TO FORK.  TAKE RIGHT FORK AND FOLLOW
 FN0528'MAIN ROAD FOR 1.8 MILES TO A BOARD GATE.  PASS THROUGH AND
 FN0528'CONTINUE FOR 0.7 MILE TO A REVERSE Y.  CONTINUE STRAIGHT AHEAD
 FN0528'FOR 1.2 MILES TO A DIM FORK.  TAKE LEFT FORK AND GO 0.05 MILE
 FN0528'TO A WINDMILL.  FOLLOW TRACK ROAD AROUND SOUTH SIDE OF HILL
 FN0528'FOR 0.5 MILE TO DIM FORK.  TAKE RIGHT FORK FOR 1.2 MILES
 FN0528'TO TOP OF RIDGE.  GO 0.4 MILE IN NORTH-NORTHEAST DIRECTION
 FN0528'TO AZIMUTH MARK.  THENCE EASTERLY FOR 0.5 MILE TO STATION
 FN0528'AS DESCRIBED ABOVE.  A DRIVE STATION.
 FN0528
 FN0528                          STATION RECOVERY (1975)
 FN0528
 FN0528'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (JRS)
 FN0528'THE STATION MARK, REFERENCE MARKS 1 AND 2, SHOE (USBR) 1949
 FN0528'AND THE AZIMUTH MARK WERE RECOVERED AS DESCRIBED IN 1949 BY D.H.
 FN0528'KONICHEK.  THE AZIMUTH MARK COULD NOT BE VISITED BY THIS OBSERVING
 FN0528'UNIT DUE TO DEEP SNOW.  HOWEVER, THE MARK WAS RECOVERED AT AN
 FN0528'EARLIER DATE BY THE PARTY FIELD FOREMAN.  THE DISTANCES AND
 FN0528'DIRECTIONS TO THE REFERENCE MARKS AND SHOE (USBR) 1949 CHECKED
 FN0528'THE 1949 DATA VERY ADEQUATELY.  DUE TO ROAD CHANGES A NEW
 FN0528'TO REACH FOLLOWS.
 FN0528'
 FN0528'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 85 AND STATE HIGHWAYS
 FN0528'65 AND 101 IN LAS VEGAS, GO NORTHEAST ON HIGHWAY 85 AND
 FN0528'INTERSTATE HIGHWAY 25 FOR 10.4 MILES TO THE ONAVA EXIT.
 FN0528'CONTINUE NORTHEAST ON I-25 FOR 5.3 MILES TO EXIT 360.  EXIT
 FN0528'AND CONTINUE NORTHEAST ALONG THE NORTHWEST SIDE OF RAILROAD
 FN0528'TRACKS, ON A GRAVELED ROAD, FOR 0.8 MILE TO A RAILROAD CROSSING
 FN0528'AND LOCKED GATE JUST BEYOND.  PASS THROUGH GATE AND GO EASTERLY
 FN0528'AND SOUTHERLY FOR 0.8 MILE TO A CATTLE GUARD JUST NORTH OF A
 FN0528'RANCH HOUSE.  PASS OVER THE CATTLE GUARD, TURN LEFT AND GO
 FN0528'EAST FOR 0.05 MILE TO A GATE.  PASS THROUGH THE GATE, TURN
 FN0528'RIGHT AND GO SOUTHERLY ON A TRACK ROAD FOR 0.1 MILE TO A FORK.
 FN0528'TAKE THE RIGHT FORK AND CONTINUE SOUTHERLY FOR 0.25 MILE TO A
 FN0528'REFUSE DUMP.  TURN RIGHT AND GO SOUTHWEST ACROSS A PASTURE FOR
 FN0528'0.4 MILE TO A GATE IN THE SOUTHWEST CORNER OF THE PASTURE.
 FN0528'PASS THROUGH THE GATE AND GO SOUTH ALONG THE EAST SIDE OF
 FN0528'A NORTH-SOUTH FENCE FOR 1.8 MILES TO A GATE IN THE SOUTHWEST
 FN0528'CORNER OF THE PASTURE.  PASS THROUGH THE GATE, PAST THE
 FN0528'WEST SIDE OF A WINDMILL, AND GO SOUTH ACROSS PASTURE LAND FOR
 FN0528'0.65 MILE TO THE TOP OF A STEEP GRADE.  CONTINUE SOUTH, THEN
 FN0528'SOUTHWEST, FOR 0.55 MILE TO THE TOP OF THE HIGHEST RIDGE,
 FN0528'NEARLY TO THE WEST END OF IT AND THE STATION.
 FN0528'
 FN0528'STATION IS ON PROPERTY OF NICK HOLT, OF GRUVER, TEXAS.
 FN0528'
 FN0528'HEIGHT OF LIGHT ABOVE STATION MARK 4.8 FEET.
 FN0528'
 FN0528'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--12 MILES
 FN0528'NORTHEAST OF LAS VEGAS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0644 ***********************************************************************
 GN0644  DESIGNATION -  COLLINE
 GN0644  PID         -  GN0644
 GN0644  STATE/COUNTY-  NM/SAN JUAN
 GN0644  USGS QUAD   -  BURNT MESA (1971)
 GN0644
 GN0644                         *CURRENT SURVEY CONTROL
 GN0644  ___________________________________________________________________
 GN0644* NAD 83(1992)-  36 54 13.79050(N)    107 37 30.45995(W)     ADJUSTED  
 GN0644* NAVD 88     -      2089.0    (meters)    6854.     (feet)  VERTCON   
 GN0644  ___________________________________________________________________
 GN0644  LAPLACE CORR-           2.26  (seconds)                    DEFLEC99
 GN0644  GEOID HEIGHT-         -20.33  (meters)                     GEOID03
 GN0644
 GN0644  HORZ ORDER  -  THIRD
 GN0644
 GN0644.The horizontal coordinates were established by classical geodetic methods
 GN0644.and adjusted by the National Geodetic Survey in December 1993..
 GN0644
 GN0644.The NAVD 88 height was computed by applying the VERTCON shift value to
 GN0644.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GN0644
 GN0644.The Laplace correction was computed from DEFLEC99 derived deflections.
 GN0644
 GN0644.The geoid height was determined by GEOID03.
 GN0644
 GN0644;                    North         East     Units Scale Factor Converg.
 GN0644;SPC NM W     -   654,829.767   848,554.505   MT  0.99992091   +0 07 30.1
 GN0644;SPC NM W     - 2,148,387.33  2,783,965.91   sFT  0.99992091   +0 07 30.1
 GN0644;SPC NM C     -   655,681.763   377,452.541   MT  1.00008495   -0 49 33.0
 GN0644;SPC NM C     - 2,151,182.58  1,238,358.88   sFT  1.00008495   -0 49 33.0
 GN0644;UTM  13      - 4,087,422.771   266,109.597   MT  1.00027398   -1 34 37.3
 GN0644
 GN0644!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GN0644!SPC NM W     -   0.99967547  x   0.99992091  =   0.99959640
 GN0644!SPC NM C     -   0.99967547  x   1.00008495  =   0.99976039
 GN0644!UTM  13      -   0.99967547  x   1.00027398  =   0.99994936
 GN0644
 GN0644:                Primary Azimuth Mark                     Grid Az
 GN0644:SPC NM W     -  IMO                                      112 44 29.7
 GN0644:SPC NM C     -  IMO                                      113 41 32.8
 GN0644:UTM  13      -  IMO                                      114 26 37.1
 GN0644
 GN0644|---------------------------------------------------------------------|
 GN0644| PID    Reference Object                     Distance      Geod. Az  |
 GN0644|                                                           dddmmss.s |
 GN0644| GN0643 IMO                                 APPROX. 6.7 KM 1125159.8 |
 GN0644|---------------------------------------------------------------------|
 GN0644
 GN0644                          SUPERSEDED SURVEY CONTROL
 GN0644
 GN0644  NAD 83(1992)-  36 54 13.78954(N)    107 37 30.46304(W) AD(       ) 3
 GN0644  NAD 83(1986)-  36 54 13.78841(N)    107 37 30.46598(W) AD(       ) 3
 GN0644  NAD 27      -  36 54 13.77630(N)    107 37 28.26822(W) AD(       ) 3
 GN0644  NGVD 29 (07/19/86) 2087.8    (m)         6850.     (f) VERT ANG       
 GN0644
 GN0644.Superseded values are not recommended for survey control.
 GN0644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0644.See file dsdata.txt to determine how the superseded data were derived.
 GN0644
 GN0644_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBA6611087423(NAD 83)
 GN0644_MARKER: DD = SURVEY DISK
 GN0644_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GN0644_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GN0644_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GN0644
 GN0644  HISTORY     - Date     Condition        Report By
 GN0644  HISTORY     - 1952     MONUMENTED       USGS
 GN0644
 GN0644                          STATION DESCRIPTION
 GN0644
 GN0644'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 GN0644'STATION IS LOCATED ON W. NOSE OF RIDGE, IN AIRLINE DISTANCES ABOUT
 GN0644'8 MI. SSW. OF LA BOCA RAILROAD STATION, 13 MI. SW. OF ROSA, AND 6-1/2
 GN0644'MI. N. OF THE CONFLUENCE OF THE PINE AND SAN JUAN RIVERS.
 GN0644'
 GN0644'TO REACH STATION FROM LA BOCA RAILROAD STATION, GO N. 0.05 MI. TO RD.
 GN0644'ON LEFT.  TURN LEFT (W.) THRU GATE AND GO 3.1 MI. TO STATE LINE MARKER
 GN0644'NO. 252.  CONTINUE ON MAIN TRAVELED RD. FOR 8.6 MI. TO Y-FORK.  TAKE
 GN0644'LEFT (SE.) FORK AND GO 1.0 MI. TO T-JUNCTION WITH TRACK RD.  TURN
 GN0644'LEFT (NE.) ON TRACK RD. AND GO 0.4 MI. TO RESERVOIR AND END OF TRUCK
 GN0644'TRAVEL.  PROCEED AFOOT IN AN EASTERLY DIRECTION TO SE. END OF RIMROCK.
 GN0644'CLIMB TO TOP OF RIDGE AND GO ENE. TO NOSE OF RIDGE AND STATION.
 GN0644'REQUIRES A 40 MINUTE PACK.
 GN0644'
 GN0644'STATION MARK--STANDARD USGS BRONZE TABLET, WEDGED IN PIPE AND DRIVEN
 GN0644'IN GROUND, STAMPED ---COLLINE 1952---.
 GN0644'
 GN0644'REFERENCE MARK NO. 1--COPPER NAIL AND WASHER, STAMPED ---NO. 1---,
 GN0644'DRIVEN IN BLAZED TREE, 12.0 FT. FROM STATION, S 75 DEG 02 MIN E.
 GN0644'
 GN0644'REFERENCE MARK NO. 2--COPPER NAIL AND WASHER, STAMPED ---NO. 2---,
 GN0644'DRIVEN IN BLAZED TREE, 38.3 FT. FROM STATION, S 19 DEG 16 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0705 ***********************************************************************
 GM0705  DESIGNATION -  COLMOR
 GM0705  PID         -  GM0705
 GM0705  STATE/COUNTY-  NM/MORA
 GM0705  USGS QUAD   -  STONY LAKE (1964)
 GM0705
 GM0705                         *CURRENT SURVEY CONTROL
 GM0705  ___________________________________________________________________
 GM0705* NAD 83(1992)-  36 10 17.77251(N)    104 34 36.63937(W)     ADJUSTED  
 GM0705* NAVD 88     -      1951.5    (meters)    6403.     (feet)  VERTCON   
 GM0705  ___________________________________________________________________
 GM0705  LAPLACE CORR-          -2.31  (seconds)                    DEFLEC99
 GM0705  GEOID HEIGHT-         -19.11  (meters)                     GEOID03
 GM0705
 GM0705  HORZ ORDER  -  FIRST
 GM0705
 GM0705.The horizontal coordinates were established by classical geodetic methods
 GM0705.and adjusted by the National Geodetic Survey in December 1993..
 GM0705
 GM0705.The NAVD 88 height was computed by applying the VERTCON shift value to
 GM0705.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GM0705
 GM0705.The Laplace correction was computed from DEFLEC99 derived deflections.
 GM0705
 GM0705.The geoid height was determined by GEOID03.
 GM0705
 GM0705;                    North         East     Units Scale Factor Converg.
 GM0705;SPC NM E     -   573,584.899   143,093.793   MT  0.99991500   -0 08 37.4
 GM0705;SPC NM E     - 1,881,836.46    469,466.89   sFT  0.99991500   -0 08 37.4
 GM0705;UTM  13      - 4,003,065.001   538,055.329   MT  0.99961784   +0 14 59.1
 GM0705
 GM0705!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GM0705!SPC NM E     -   0.99969681  x   0.99991500  =   0.99961184
 GM0705!UTM  13      -   0.99969681  x   0.99961784  =   0.99931477
 GM0705
 GM0705|---------------------------------------------------------------------|
 GM0705| PID    Reference Object                     Distance      Geod. Az  |
 GM0705|                                                           dddmmss.s |
 GM0705| CM7834 COLMOR RM 1                           6.334 METERS 04156     |
 GM0705| CM7835 COLMOR RM 2                           5.724 METERS 29830     |
 GM0705| GM0727 EL PASO PUEBLO AIRWAY BCN 39        APPROX.20.7 KM 3102519.3 |
 GM0705| CM7833 COLMOR AZ MK                                       3353043.1 |
 GM0705|---------------------------------------------------------------------|
 GM0705
 GM0705                          SUPERSEDED SURVEY CONTROL
 GM0705
 GM0705  NAD 83(1986)-  36 10 17.78016(N)    104 34 36.63951(W) AD(       ) 1
 GM0705  NAD 27      -  36 10 17.66000(N)    104 34 34.69510(W) AD(       ) 1
 GM0705  NGVD 29 (07/19/86) 1950.6    (m)         6400.     (f) VERT ANG       
 GM0705
 GM0705.Superseded values are not recommended for survey control.
 GM0705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0705.See file dsdata.txt to determine how the superseded data were derived.
 GM0705
 GM0705_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEA3805503065(NAD 83)
 GM0705_MARKER: DS = TRIANGULATION STATION DISK
 GM0705_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GM0705
 GM0705  HISTORY     - Date     Condition        Report By
 GM0705  HISTORY     - 1949     MONUMENTED       CGS
 GM0705  HISTORY     - 1960     GOOD             CGS
 GM0705  HISTORY     - 1974     GOOD             NGS
 GM0705
 GM0705                          STATION DESCRIPTION
 GM0705
 GM0705'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (DHK)
 GM0705'THE STATION IS LOCATED ABOUT 16 MILES AIRLINE NORTHEAST OF
 GM0705'WAGON MOUND AND ABOUT 8.5 MILES AIRLINE SOUTHEAST OF COLMOR, ON
 GM0705'THE SOUTH EDGE OF A GRASSY RIDGE.  THE STATION MARK PROJECTS
 GM0705'4 INCHES, IS SET 15 PACES NORTH OF THE SOUTH EDGE OF RIDGE AND
 GM0705'8 FEET EAST OF A WHITE WITNESS POST.  IT IS STAMPED, COLMOR 1949.
 GM0705'
 GM0705'REFERENCE MARK NO. 1 PROJECTS 4 INCHES, IS ABOUT THE SAME
 GM0705'ELEVATION AS THE STATION MARK AND IS STAMPED, COLMOR NO 1 1949.
 GM0705'
 GM0705'REFERENCE MARK NO. 2 PROJECTS 4 INCHES, IS ABOUT THE SAME
 GM0705'ELEVATION AS THE STATION MARK AND IS STAMPED, COLMOR NO 2 1949.
 GM0705'
 GM0705'THE AZIMUTH MARK PROJECTS 4 INCHES, IS SET 4 FEET SOUTHEAST OF
 GM0705'A FENCE CORNER AND 4 FEET NORTH OF A WHITE WITNESS POST.  IT
 GM0705'IS STAMPED, COLMOR 1949.
 GM0705'
 GM0705'TO REACH THE STATION FROM WAGON MOUND.  GO NORTHERLY ON U.S.
 GM0705'HIGHWAY 85 FOR 7.4 MILES TO A ROAD RIGHT.  TURN RIGHT, GO EAST
 GM0705'0.3 MILE TO A RAILROAD CROSSING.  CONTINUE EASTERLY 4.7 MILES
 GM0705'TO A ROAD LEFT.  TURN LEFT, GO NORTH 3.8 MILES TO A GATE ON
 GM0705'RIGHT AT A WINDMILL.  TURN RIGHT THROUGH GATE THEN ACROSS
 GM0705'COUNTRY NORTHEASTERLY 1.1 MILES TO A FENCE CORNER AND AZIMUTH
 GM0705'MARK.  TURN RIGHT, GO SOUTH ALONG FENCE 0.2 MILE.  LET DOWN
 GM0705'FENCE, CROSS AND GO EAST 0.25 MILE TO STATION.  A DRIVE
 GM0705'STATION.
 GM0705
 GM0705                          STATION RECOVERY (1960)
 GM0705
 GM0705'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HWK)
 GM0705'ALL MARKS WERE RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD
 GM0705'CONDITION.  THE THE DISTANCES TO THE REFERENCE MARKS WERE
 GM0705'VERIFIED.  THE DIRECTION TO REFERENCE MARK NO. 1 MISSED THE
 GM0705'1949 DIRECTION BY 4 MINUTES AND 31 SECONDS AND THE DIRECTION TO
 GM0705'REFERENCE MARK NO. 2 MISSED THE 1949 DIRECTION BY 1 MINUTE
 GM0705'AND 33 SECONDS.  THE DIRECTION TO THE AZIMUTH MARK WAS VERIFIED.
 GM0705'
 GM0705'THE FOLLOWING IS A NEW TO REACH FOR THE STATION AND THE AZIMUTH
 GM0705'MARK.
 GM0705'
 GM0705'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 120
 GM0705'AND U.S. HIGHWAY 85 IN WAGON MOUND, GO NORTHERLY ON HIGHWAY
 GM0705'85 FOR 5.45 MILES TO THE LEVY STORE AND POST OFFICE ON THE LEFT.
 GM0705'CONTINUE NORTHERLY ON HIGHWAY 85 FOR 5.3 MILES TO A RAILROAD
 GM0705'CROSSING ON THE RIGHT AND A RANCH ROAD ON THE LEFT.  CONTINUE
 GM0705'NORTHERLY ON HIGHWAY 85 FOR 0.75 MILE TO A SIDE ROAD ON THE
 GM0705'RIGHT.  TURN RIGHT ACROSS RAILROAD TRACKS AND GO ABOUT 0.05
 GM0705'MILE TO A WIRE GATE.  PASS THROUGH GATE AND GO NORTHEAST AND
 GM0705'EAST ON A RANCH ROAD FOR 1.1 MILE TO A GATE AT A FENCE
 GM0705'CORNER AND A POWER LINE.  PASS THROUGH GATE AND GO EASTERLY
 GM0705'ON THE RANCH ROAD FOR 0.8 MILE TO AN ABANDONED RANCH HOUSE
 GM0705'ON THE RIGHT.  CONTINUE EASTERLY FOR 1.8 MILES TO A WIRE
 GM0705'GATE AT AN OLD CATTLE GUARD.  PASS THROUGH GATE, LEAVE
 GM0705'MAIN TRAVELED ROAD, AND GO EAST 0.55 MILE TO A FENCE
 GM0705'CORNER.  CONTINUE EAST ALONG THE SOUTH SIDE OF AN EAST-WEST
 GM0705'FENCE FOR 1.0 MILE TO A FENCE CORNER AND THE AZIMUTH MARK.
 GM0705'TURN RIGHT AND SOUTH ALONG THE WEST SIDE OF THE NORTH-SOUTH
 GM0705'FENCE FOR 0.2 MILE TO THE END OF TRUCK TRAVEL.  THE STATION
 GM0705'IS ABOUT 200 YARDS EAST ON THE HIGHEST POINT IN THE VICINITY.
 GM0705'
 GM0705'NOTE--REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
 GM0705
 GM0705                          STATION RECOVERY (1974)
 GM0705
 GM0705'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CWW)
 GM0705'STATION, REFERENCE MARKS AND AZIMUTH MARK RECOVERED.
 GM0705'
 GM0705'THE 1960 DESCRIPTION IS GOOD EXCEPT THAT LEVY INTERCHANGE OF
 GM0705'INTERSTATE 25 IS NOW WHERE THE LEVY STORE AND POST OFFICE WERE IN
 GM0705'1960.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0803 ***********************************************************************
 GM0803  DESIGNATION -  COLONIAS
 GM0803  PID         -  GM0803
 GM0803  STATE/COUNTY-  NM/TAOS
 GM0803  USGS QUAD   -  TAOS (1995)
 GM0803
 GM0803                         *CURRENT SURVEY CONTROL
 GM0803  ___________________________________________________________________
 GM0803* NAD 83(1992)-  36 27 43.11002(N)    105 36 04.08739(W)     ADJUSTED  
 GM0803* NAVD 88     -      2192.8    (meters)    7194.     (feet)  VERTCON   
 GM0803  ___________________________________________________________________
 GM0803  LAPLACE CORR-           7.72  (seconds)                    DEFLEC99
 GM0803  GEOID HEIGHT-         -17.60  (meters)                     GEOID03
 GM0803
 GM0803  HORZ ORDER  -  THIRD
 GM0803
 GM0803.The horizontal coordinates were established by classical geodetic methods
 GM0803.and adjusted by the National Geodetic Survey in December 1993..
 GM0803
 GM0803.The NAVD 88 height was computed by applying the VERTCON shift value to
 GM0803.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GM0803
 GM0803.The Laplace correction was computed from DEFLEC99 derived deflections.
 GM0803
 GM0803.The geoid height was determined by GEOID03.
 GM0803
 GM0803;                    North         East     Units Scale Factor Converg.
 GM0803;SPC NM C     -   605,965.735   558,155.459   MT  0.99994166   +0 23 08.2
 GM0803;SPC NM C     - 1,988,072.58  1,831,215.04   sFT  0.99994166   +0 23 08.2
 GM0803;UTM  13      - 4,035,358.136   446,138.558   MT  0.99963574   -0 21 26.1
 GM0803
 GM0803!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GM0803!SPC NM C     -   0.99965874  x   0.99994166  =   0.99960042
 GM0803!UTM  13      -   0.99965874  x   0.99963574  =   0.99929461
 GM0803
 GM0803:                Primary Azimuth Mark                     Grid Az
 GM0803:SPC NM C     -  P 79                                     063 11 38.3
 GM0803:UTM  13      -  P 79                                     063 56 12.6
 GM0803
 GM0803|---------------------------------------------------------------------|
 GM0803| PID    Reference Object                     Distance      Geod. Az  |
 GM0803|                                                           dddmmss.s |
 GM0803| GM0491 P 79                                               0633446.5 |
 GM0803| GM0800 TAOS MUN WATER TANK                 APPROX. 6.1 KM 1525844.2 |
 GM0803| GM0802 TAOS MUN WATER STANDPIPE            APPROX. 6.3 KM 1563915.3 |
 GM0803| CM7843 COLONIAS RM 2                         5.797 METERS 22852     |
 GM0803| CM7842 COLONIAS RM 1                         6.218 METERS 32419     |
 GM0803|---------------------------------------------------------------------|
 GM0803
 GM0803                          SUPERSEDED SURVEY CONTROL
 GM0803
 GM0803  NAD 83(1986)-  36 27 43.11592(N)    105 36 04.09300(W) AD(       ) 3
 GM0803  NAD 27      -  36 27 43.03943(N)    105 36 02.04813(W) AD(       ) 3
 GM0803  NGVD 29 (07/19/86) 2191.6    (m)         7190.     (f) VERT ANG       
 GM0803
 GM0803.Superseded values are not recommended for survey control.
 GM0803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0803.See file dsdata.txt to determine how the superseded data were derived.
 GM0803
 GM0803_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDA4613935358(NAD 83)
 GM0803_MARKER: DS = TRIANGULATION STATION DISK
 GM0803_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GM0803
 GM0803  HISTORY     - Date     Condition        Report By
 GM0803  HISTORY     - 1954     MONUMENTED       CGS
 GM0803  HISTORY     - 1972     SEE DESCRIPTION  NGS
 GM0803
 GM0803                          STATION DESCRIPTION
 GM0803
 GM0803'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (WRH)
 GM0803'THE STATION IS LOCATED ON THE HIGHEST POINT OF A HIGH CUT
 GM0803'BANK ON THE SOUTHWEST SIDE OF STATE HIGHWAY 3.  IT IS ABOUT
 GM0803'4 MILES AIRLINE NORTH-NORTHWEST OF TAOS.
 GM0803'
 GM0803'TO REACH FROM THE U.S. POST OFFICE IN TAOS, GO WEST FOR 0.1
 GM0803'MILE TO CROSS ROAD.  TURN RIGHT AND GO NORTH AND NORTHWEST ON
 GM0803'STATE HIGHWAY 3 FOR 3.9 MILES TO A FORK.  TAKE THE LEFT FORK
 GM0803'AND GO 0.55 MILE TO THE CUT BANK AND THE STATION ON THE LEFT.
 GM0803'
 GM0803'THE STATION MARK IS A STANDARD DISK STAMPED COLONIAS 1954, SET
 GM0803'IN THE TOP OF A 10-INCH-SQUARE CONCRETE MONUMENT THAT PROJECTS
 GM0803'4 INCHES.  IT IS 50 FEET SOUTHWEST OF THE CENTER LINE OF THE
 GM0803'HIGHWAY AND 9 FEET SOUTHWEST OF A WITNESS POST.
 GM0803'
 GM0803'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED COLONIAS
 GM0803'NO 1 1954, SET IN THE TOP OF A 10-INCH-SQUARE CONCRETE MONUMENT
 GM0803'THAT PROJECTS 2 INCHES.  IT IS ABOUT 1 FOOT LOWER THAN THE
 GM0803'STATION.
 GM0803'
 GM0803'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED COLONIAS
 GM0803'NO 2 1954, SET IN THE TOP OF A 10-INCH-SQUARE CONCRETE MONUMENT
 GM0803'THAT PROJECTS 3 INCHES.  IT IS ABOUT 6 INCHES LOWER THAN THE
 GM0803'STATION.
 GM0803'
 GM0803'BM P 79 WAS USED AS THE AZIMUTH MARK.  IT IS A STANDARD U.S.
 GM0803'COAST AND GEODETIC SURVEY BENCH MARK DISK STAMPED P 79 RESET
 GM0803'1952, SET IN THE TOP OF AN 8-INCH-SQUARE CONCRETE MONUMENT
 GM0803'THAT PROJECTS 4 INCHES.  IT IS LOCATED IN THE SOUTH END OF A
 GM0803'NARROW FENCED AREA.  43 FEET EAST OF THE CENTER LINE OF A PAVED
 GM0803'ROAD AND 4 FEET EAST OF A FENCE LINE.  TO REACH FROM THE
 GM0803'STATION, GO SOUTHEAST ON STATE HIGHWAY 3 FOR 0.55 MILE TO A
 GM0803'REVERSE Y.  TURN SHARP LEFT ON THE PAVED ROAD AND GO NORTH
 GM0803'FOR 0.55 MILE TO THE BENCH MARK ON THE RIGHT.
 GM0803
 GM0803                          STATION RECOVERY (1972)
 GM0803
 GM0803'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 GM0803'THE BANK IN WHICH THE STATION WAS ON HAS BEEN REMOVED FOR GRAVEL.
 GM0803'A THOROUGH SEARCH OF THE AREA WAS MADE FOR RESET MARKS OR
 GM0803'REFERENCE STAKES WITHOUT FINDING ANY.  THE STATION IS DESTROYED.
 GM0803'
 GM0803'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES
 GM0803'NORTH-NORTHWEST OF TAOS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0454 ***********************************************************************
 ER0454  DESIGNATION -  COLORADO
 ER0454  PID         -  ER0454
 ER0454  STATE/COUNTY-  NM/CIBOLA
 ER0454  USGS QUAD   -  PLUMASANO BASIN (1972)
 ER0454
 ER0454                         *CURRENT SURVEY CONTROL
 ER0454  ___________________________________________________________________
 ER0454* NAD 83(1992)-  34 54 53.46282(N)    108 46 56.34325(W)     ADJUSTED  
 ER0454* NAVD 88     -      2235.     (meters)    7333.     (feet)  SCALED    
 ER0454  ___________________________________________________________________
 ER0454  LAPLACE CORR-           4.71  (seconds)                    DEFLEC99
 ER0454  GEOID HEIGHT-         -21.97  (meters)                     GEOID03
 ER0454
 ER0454  HORZ ORDER  -  FIRST
 ER0454
 ER0454.The horizontal coordinates were established by classical geodetic methods
 ER0454.and adjusted by the National Geodetic Survey in December 1993..
 ER0454
 ER0454.The orthometric height was scaled from a topographic map.
 ER0454
 ER0454.The Laplace correction was computed from DEFLEC99 derived deflections.
 ER0454
 ER0454.The geoid height was determined by GEOID03.
 ER0454
 ER0454;                    North         East     Units Scale Factor Converg.
 ER0454;SPC NM W     -   434,547.007   743,285.167   MT  1.00000931   -0 32 35.5
 ER0454;SPC NM W     - 1,425,676.31  2,438,594.75   sFT  1.00000931   -0 32 35.5
 ER0454;UTM  12      - 3,865,845.167   702,594.191   MT  1.00010589   +1 16 11.1
 ER0454
 ER0454!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ER0454!SPC NM W     -   0.99965274  x   1.00000931  =   0.99966205
 ER0454!UTM  12      -   0.99965274  x   1.00010589  =   0.99975859
 ER0454
 ER0454:                Primary Azimuth Mark                     Grid Az
 ER0454:SPC NM W     -  CROCKETT                                 101 27 30.6
 ER0454:UTM  12      -  CROCKETT                                 099 38 44.0
 ER0454
 ER0454|---------------------------------------------------------------------|
 ER0454| PID    Reference Object                     Distance      Geod. Az  |
 ER0454|                                                           dddmmss.s |
 ER0454| ER0452 CROCKETT                            APPROX.13.2 KM 1005455.1 |
 ER0454| CD1828 COLORADO RM 1                        20.583 METERS 10838     |
 ER0454| CD1827 COLORADO AZ MK                                     1810348.0 |
 ER0454| CD1829 COLORADO RM 2                        19.044 METERS 19509     |
 ER0454|---------------------------------------------------------------------|
 ER0454
 ER0454                          SUPERSEDED SURVEY CONTROL
 ER0454
 ER0454  NAD 83(1992)-  34 54 53.46289(N)    108 46 56.34383(W) AD(       ) 1
 ER0454  NAD 83(1986)-  34 54 53.45970(N)    108 46 56.35117(W) AD(       ) 1
 ER0454  NAD 27      -  34 54 53.32897(N)    108 46 54.05515(W) AD(       ) 1
 ER0454
 ER0454.Superseded values are not recommended for survey control.
 ER0454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0454.See file dsdata.txt to determine how the superseded data were derived.
 ER0454
 ER0454_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYD0259465845(NAD 83)
 ER0454_MARKER: DS = TRIANGULATION STATION DISK
 ER0454_SETTING: 80 = SET IN A BOULDER
 ER0454_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 ER0454
 ER0454  HISTORY     - Date     Condition        Report By
 ER0454  HISTORY     - 1936     MONUMENTED       CGS
 ER0454  HISTORY     - 1959     GOOD             CGS
 ER0454  HISTORY     - 1963     GOOD             CGS
 ER0454
 ER0454                          STATION DESCRIPTION
 ER0454
 ER0454'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 ER0454'THE STATION IS ABOUT 10 MILES SOUTH AND 4 MILES EAST OF ZUNI,
 ER0454'ABOUT 12-1/2 MILES NORTH AND 4-1/2 MILES WEST OF ATARQUE,
 ER0454'IN THE NORTHWEST CORNER OF SEC. 19, T. 8 N., R. 18 W., ABOUT
 ER0454'3 MILES EAST OF THE ZUNI-ATARQUE ROAD, AT A JOG IN THE SOUTH
 ER0454'BOUNDARY FENCE OF THE ZUNI INDIAN RESERVATION, 165 FEET
 ER0454'SOUTH AND 254 FEET EAST OF THE FENCE LINES, AND ON THE
 ER0454'HIGHEST POINT NEAR THE WEST END OF ONE OF THE RIDGES OF
 ER0454'MESA COLORADA.  TO REACH FROM THE TRADING POST AT ZUNI GO
 ER0454'WEST ON ST. JOHNS ROAD ABOUT 1/4 MILE, GO SOUTH ON GRADED
 ER0454'ROAD 7.2 MILES TO TOP OF RISE, TURN RIGHT, GO SOUTH ON
 ER0454'MAIN-TRAVELED TRACK ROAD 6.6 MILES TO CATTLE GUARD, CONTINUE SOUTH
 ER0454'0.8 MILE TO CROSS ROAD WITH TRIANGLE BLAZE ON CEDAR
 ER0454'TREE EAST OF ROAD AND NORTH OF SOUTHERLY OF TWO
 ER0454'CROSSINGS, TURN LEFT, GO EAST 0.05 MILE TO CROSS ROAD,
 ER0454'CONTINUE STRAIGHT AHEAD EAST 2.9 MILES, THENCE TAKE
 ER0454'LEFT FORK, CROSS WASH, GO 0.05 MILE TO A ROAD COMING IN
 ER0454'FROM LEFT, CONTINUE EAST 0.35 MILE, THENCE LEFT FORK
 ER0454'ON MAIN-TRAVELED ROAD 0.05 MILE TO TOP OF MESA, CONTINUE
 ER0454'EAST 0.1 MILE, TAKE LEFT FORK, FOLLOW DIM ROAD NORTHEAST
 ER0454'AND NORTH 0.45 MILE TO INDIAN RESERVATION FENCE LINE, TAKE
 ER0454'DOWN FENCE, PASS THROUGH FENCE, TURN LEFT, PICK UP DIM
 ER0454'ROAD AND FOLLOW IT WEST ALONG NORTH SIDE OF FENCE LINE
 ER0454'1.0 MILE TO FENCE CORNER AND STATION.  STATION MARK AND
 ER0454'REFERENCE MARK NO. 1 ARE STANDARD DISKS SET IN ROCK.
 ER0454'REFERENCE MARK NO. 2 AND AZIMUTH MARK
 ER0454'ARE STANDARD DISKS SET IN BEDROCK.  REFERENCE MARK
 ER0454'NO. 1 IS 20.583 METERS (67.53 FEET) FROM THE STATION
 ER0454'S 71 DEG 22 MIN E, AND NO. 2 IS 19.044 METERS (62.48
 ER0454'FEET) FROM THE STATION S 15 DEG 10 MIN W.  THE AZIMUTH
 ER0454'MARK IS ON TOP OF THE BLUFF AT THE EDGE OF THE MESA, ABOUT
 ER0454'50 YARDS SOUTH AND 50 FEET ABOVE AN OLD WOOD ROAD, 6 FEET
 ER0454'SOUTH AND 6 FEET EAST OF THE EDGE OF THE ROCK LEDGE, AND
 ER0454'APPROXIMATELY 1/4 MILE FROM THE STATION S 01 DEG 03 MIN W.
 ER0454
 ER0454                          STATION RECOVERY (1959)
 ER0454
 ER0454'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (FJT)
 ER0454'THE STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK
 ER0454'NO. 2 WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE AZIMUTH
 ER0454'MARK WAS NOT SEARCHED FOR.
 ER0454'
 ER0454'ROADS HAVE CHANGED MAKING THE ORIGINAL TO REACH OBSOLETE.
 ER0454'A NEW AND COMPLETE TO REACH FOLLOWS.
 ER0454'
 ER0454'TO REACH THE STATION FROM THE POST OFFICE IN ZUNI PUEBLO
 ER0454'GO WEST ON STATE HIGHWAY 53 FOR 0.2 MILE TO A CROSS STREET,
 ER0454'TURN LEFT AND GO SOUTH FOR 0.2 MILE TO A FORK, KEEP LEFT
 ER0454'FORK STRAIGHT AHEAD PASSING TO THE RIGHT OF VANDER WAGEN
 ER0454'BROTHERS TRADING POST.  CONTINUE SOUTH ON THE BLADED ROAD
 ER0454'PASSING TO THE RIGHT OF THE WATER FOR A DISTANCE OF 7.0
 ER0454'MILES TO A FORK ON TOP OF A RISE, JUST AFTER CROSSING A
 ER0454'WOODEN BRIDGE.  HERE KEEP LEFT FORK AND GO SOUTHEAST ON THE
 ER0454'BLADED ROAD FOR 1.2 MILES TO A FORK, TAKE RIGHT FORK AND
 ER0454'CONTINUE SOUTHEASTERLY FOR 3.5 MILES TO A HOUSE, TANK AND
 ER0454'WINDMILL ON THE LEFT.  CONTINUE SOUTHEASTERLY ON THE BLADED
 ER0454'ROAD FOR 0.8 MILE TO A DIM FORK ON THE RIGHT.  HERE LEAVE
 ER0454'THE BLADED ROAD AND TAKE RIGHT FORK SOUTH FOR 0.2 MILE TO
 ER0454'A FORK, TAKE RIGHT FORK AND CONTINUE SOUTH FOR 0.4 MILE TO
 ER0454'A FORK, TAKE LEFT FORK AND GO SOUTH FOR 0.2 MILE TO A
 ER0454'FORK.  HERE KEEP LEFT FORK AND CONTINUE SOUTH FOR 0.8
 ER0454'MILE TO A GATE AT A T-FENCE CORNER AND A GENERAL LAND OFFICE
 ER0454'MARK AT THE GATE POST.  THE STATION MARK IS 210 YARDS
 ER0454'SOUTHEAST OF THE T-FENCE CORNER.
 ER0454
 ER0454                          STATION RECOVERY (1963)
 ER0454
 ER0454'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CKP)
 ER0454'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 ER0454'FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS NOT RECOVERED.
 ER0454'A COMPLETE NEW DESCRIPTION FOR TO REACH THE STATION FOLLOWS.
 ER0454'
 ER0454'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 ER0454'32 AND 36 WHICH IS ABOUT 19 MILES NORTH OF THE VILLAGE OF FENCE
 ER0454'LAKE, GO WEST ON STATE HIGHWAY 36 FOR 1.5 MILES.  PASS OVER
 ER0454'THE CATTLE GUARD AND CONTINUE WEST ON THE HIGHWAY FOR 1.0
 ER0454'MILE.  TAKE THE RIGHT FORK AND GO NORTH AND WEST FOR 0.2
 ER0454'MILE.  PASS OVER THE CATTLE GUARD IN THE S CURVE AND CONTINUE
 ER0454'WEST FOR 0.9 MILE.  TAKE THE RIGHT FORK WHICH IS NORTHWEST
 ER0454'OF SOME RANCH BUILDINGS, AND CONTINUE WEST FOR 3.1 MILES.
 ER0454'TURN LEFT OFF STATE HIGHWAY 36 ONTO A TRACK ROAD AND GO
 ER0454'SOUTH FOR 0.25 MILE.  TAKE THE EXTREME RIGHT FORK OF TWO AND
 ER0454'GO SOUTHERLY FOR 0.6 MILE.  TAKE THE LEFT FORK AND CONTINUE
 ER0454'SOUTH FOR 0.3 MILE.  TAKE THE LEFT FORK AND CONTINUE SOUTH
 ER0454'FOR 0.5 MILE TO A FAINT SIDE ROAD, LEFT AT A GATE AND A FENCE
 ER0454'CORNER.  THE STATION IS ON THE HIGHEST GROUND ABOUT 75
 ER0454'YARDS SOUTHEAST OF THE FENCE CORNER.  THE REMAINS OF A 30
 ER0454'FOOT WOODEN TOWER IS AT THE STATION SITE.  NOTE--(STATE
 ER0454'HIGHWAY 36 IS A GRADED DIRT ROAD.)
 ER0454'
 ER0454'THIS STATION WAS VISITED BY ASTRONOMIC PARTY C-621.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0720 ***********************************************************************
 CE0720  DESIGNATION -  COLUMBUS AIRPORT BEACON
 CE0720  PID         -  CE0720
 CE0720  STATE/COUNTY-  NM/LUNA
 CE0720  USGS QUAD   -  COLUMBUS (1965)
 CE0720
 CE0720                         *CURRENT SURVEY CONTROL
 CE0720  ___________________________________________________________________
 CE0720* NAD 83(1992)-  31 49 29.32412(N)    107 37 55.60290(W)     ADJUSTED  
 CE0720* NAVD 88     -                                                        
 CE0720  ___________________________________________________________________
 CE0720  LAPLACE CORR-          -0.21  (seconds)                    DEFLEC99
 CE0720  GEOID HEIGHT-         -24.85  (meters)                     GEOID03
 CE0720
 CE0720  HORZ ORDER  -  THIRD
 CE0720
 CE0720.The horizontal coordinates were established by classical geodetic methods
 CE0720.and adjusted by the National Geodetic Survey in December 1993..
 CE0720
 CE0720
 CE0720.The Laplace correction was computed from DEFLEC99 derived deflections.
 CE0720
 CE0720.The geoid height was determined by GEOID03.
 CE0720
 CE0720;                    North         East     Units Scale Factor Converg.
 CE0720;SPC NM W     -    91,462.386   849,048.538   MT  0.99992114   +0 06 22.0
 CE0720;SPC NM W     -   300,072.84  2,785,586.75   sFT  0.99992114   +0 06 22.0
 CE0720;UTM  13      - 3,524,036.560   250,872.222   MT  1.00036551   -1 23 19.3
 CE0720
 CE0720                          SUPERSEDED SURVEY CONTROL
 CE0720
 CE0720  NAD 83(1986)-  31 49 29.32503(N)    107 37 55.59901(W) AD(       ) 4
 CE0720  NAD 27      -  31 49 28.96751(N)    107 37 53.51007(W) AD(       ) 3
 CE0720
 CE0720.Superseded values are not recommended for survey control.
 CE0720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0720.See file dsdata.txt to determine how the superseded data were derived.
 CE0720
 CE0720_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RBR5087224037(NAD 83)
 CE0720_MARKER: 21 = AIRPORT BEACON
 CE0720
 CE0720  HISTORY     - Date     Condition        Report By
 CE0720  HISTORY     - 1945     FIRST OBSERVED   CGS
 CE0720  HISTORY     - 1958     GOOD             CGS
 CE0720  HISTORY     - 20040906 POOR             GEOCAC
 CE0720
 CE0720                          STATION DESCRIPTION
 CE0720
 CE0720'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (RAM)
 CE0720'BEACON IS LOCATED AT THE NW CORNER OF THE COLUMBUS AIRPORT,
 CE0720'WHICH IS ABOUT 1/2 MILE, AIRLINE, SE OF THE RAILROAD STATION
 CE0720'AT COLUMBUS.  IT IS 34-1/2 FEET S OF THE FENCE WHICH RUNS ALONG
 CE0720'THE N SIDE OF THE AIRPORT.
 CE0720'
 CE0720'THE BEACON HAS A 52-FOOT TOWER, A 24-INCH REVOLVING LIGHT,
 CE0720'AND FLASHES CLEAR AND GREEN.  THE GREEN LIGHTS ARE STATIONARY
 CE0720'AND SHOW E AND W.  BETWEEN FLASHES OF THE CLEAR THE GREEN
 CE0720'LIGHTS FLASH.
 CE0720
 CE0720                          STATION RECOVERY (1958)
 CE0720
 CE0720'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (LFV)
 CE0720'INTERSECTION STATION RECOVERED AS DESCRIBED.
 CE0720
 CE0720                          STATION RECOVERY (2004)
 CE0720
 CE0720'RECOVERY NOTE BY GEOCACHING 2004 (CB)
 CE0720'THE BEACON IS DOWN AND AT THE HISTORICAL MUSEUM IN COLUMBUS NEW
 CE0720'MEXICO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0717 ***********************************************************************
 CE0717  DESIGNATION -  COLUMBUS RADIO RANGE CEN TOWER
 CE0717  PID         -  CE0717
 CE0717  STATE/COUNTY-  NM/LUNA
 CE0717  USGS QUAD   -  COLUMBUS SE (1966)
 CE0717
 CE0717                         *CURRENT SURVEY CONTROL
 CE0717  ___________________________________________________________________
 CE0717* NAD 83(1992)-  31 49 25.72833(N)    107 35 16.58933(W)     ADJUSTED  
 CE0717* NAVD 88     -                                                        
 CE0717  ___________________________________________________________________
 CE0717  LAPLACE CORR-           0.18  (seconds)                    DEFLEC99
 CE0717  GEOID HEIGHT-         -24.84  (meters)                     GEOID03
 CE0717
 CE0717  HORZ ORDER  -  THIRD
 CE0717
 CE0717.The horizontal coordinates were established by classical geodetic methods
 CE0717.and adjusted by the National Geodetic Survey in December 1993..
 CE0717
 CE0717
 CE0717.The Laplace correction was computed from DEFLEC99 derived deflections.
 CE0717
 CE0717.The geoid height was determined by GEOID03.
 CE0717
 CE0717;                    North         East     Units Scale Factor Converg.
 CE0717;SPC NM W     -    91,360.235   853,230.174   MT  0.99992332   +0 07 45.8
 CE0717;SPC NM W     -   299,737.70  2,799,306.00   sFT  0.99992332   +0 07 45.8
 CE0717;UTM  13      - 3,523,825.272   255,051.569   MT  1.00034004   -1 21 55.2
 CE0717
 CE0717                          SUPERSEDED SURVEY CONTROL
 CE0717
 CE0717  NAD 83(1986)-  31 49 25.72918(N)    107 35 16.58561(W) AD(       ) 4
 CE0717  NAD 27      -  31 49 25.37307(N)    107 35 14.49558(W) AD(       ) 3
 CE0717
 CE0717.Superseded values are not recommended for survey control.
 CE0717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0717.See file dsdata.txt to determine how the superseded data were derived.
 CE0717
 CE0717_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RBR5505223825(NAD 83)
 CE0717_MARKER: 43 = RADIO/TV TOWER
 CE0717
 CE0717  HISTORY     - Date     Condition        Report By
 CE0717  HISTORY     - 1945     FIRST OBSERVED   CGS
 CE0717  HISTORY     - 1958     GOOD             CGS
 CE0717
 CE0717                          STATION DESCRIPTION
 CE0717
 CE0717'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (RAM)
 CE0717'THE STATION IS ABOUT 3 MILES E OF COLUMBUS AND IS THE CENTER
 CE0717'TOWER OF 5 ARRANGED IN A CROSS, WHICH FORM THE COLUMBUS RADIO
 CE0717'RANGE STATION.  THEY ARE LOCATED 1.9 MILES E OF THE COLUMBUS
 CE0717'AIRPORT WHICH IS CIVIL AERONAUTICS AUTHORITY SITE 34 ON THE
 CE0717'PHOENIX-EL PASO AIRWAY.
 CE0717'
 CE0717'THE TOWERS ARE 120 FEET HIGH, OF STRUCTURAL STEEL, AND ARE
 CE0717'ABOUT 1/4 MILE S OF THE SOUTHERN PACIFIC CO. RAILROAD.
 CE0717
 CE0717                          STATION RECOVERY (1958)
 CE0717
 CE0717'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (LFV)
 CE0717'INTERSECTION STATION RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0721 ***********************************************************************
 CE0721  DESIGNATION -  COLUMBUS WATER TANK
 CE0721  PID         -  CE0721
 CE0721  STATE/COUNTY-  NM/LUNA
 CE0721  USGS QUAD   -  COLUMBUS (1965)
 CE0721
 CE0721                         *CURRENT SURVEY CONTROL
 CE0721  ___________________________________________________________________
 CE0721* NAD 83(1992)-  31 49 44.10189(N)    107 38 29.04472(W)     ADJUSTED  
 CE0721* NAVD 88     -                                                        
 CE0721  ___________________________________________________________________
 CE0721  LAPLACE CORR-          -0.31  (seconds)                    DEFLEC99
 CE0721  GEOID HEIGHT-         -24.85  (meters)                     GEOID03
 CE0721
 CE0721  HORZ ORDER  -  THIRD
 CE0721
 CE0721.The horizontal coordinates were established by classical geodetic methods
 CE0721.and adjusted by the National Geodetic Survey in December 1993..
 CE0721
 CE0721
 CE0721.The Laplace correction was computed from DEFLEC99 derived deflections.
 CE0721
 CE0721.The geoid height was determined by GEOID03.
 CE0721
 CE0721;                    North         East     Units Scale Factor Converg.
 CE0721;SPC NM W     -    91,915.930   848,168.356   MT  0.99992074   +0 06 04.4
 CE0721;SPC NM W     -   301,560.85  2,782,699.01   sFT  0.99992074   +0 06 04.4
 CE0721;UTM  13      - 3,524,513.124   250,003.783   MT  1.00037086   -1 23 37.5
 CE0721
 CE0721                          SUPERSEDED SURVEY CONTROL
 CE0721
 CE0721  NAD 83(1986)-  31 49 44.10209(N)    107 38 29.04105(W) AD(       ) 4
 CE0721  NAD 27      -  31 49 43.74354(N)    107 38 26.94957(W) AD(       ) 3
 CE0721
 CE0721.Superseded values are not recommended for survey control.
 CE0721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0721.See file dsdata.txt to determine how the superseded data were derived.
 CE0721
 CE0721_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RBR5000424513(NAD 83)
 CE0721_MARKER: 51 = TANK
 CE0721
 CE0721  HISTORY     - Date     Condition        Report By
 CE0721  HISTORY     - 1945     FIRST OBSERVED   CGS
 CE0721  HISTORY     - 1958     GOOD             CGS
 CE0721  HISTORY     - 20040906 GOOD             GEOCAC
 CE0721
 CE0721                          STATION DESCRIPTION
 CE0721
 CE0721'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (RAM)
 CE0721'THE WATER TANK IS LOCATED IN THE TOWN OF COLUMBUS, N OF THE
 CE0721'SOUTHERN PACIFIC CO. RAILROAD, AND W OF STATE HIGHWAY 11.
 CE0721'
 CE0721'THE TANK IS ABOUT 120 FEET HIGH AND HAS A CAPACITY OF 100,000
 CE0721'GALLONS.
 CE0721
 CE0721                          STATION RECOVERY (1958)
 CE0721
 CE0721'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (LFV)
 CE0721'INTERSECTION STATION RECOVERED AS DESCRIBED.
 CE0721
 CE0721                          STATION RECOVERY (2004)
 CE0721
 CE0721'RECOVERY NOTE BY GEOCACHING 2004 (CB)
 CE0721'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0243 ***********************************************************************
 DR0243  DESIGNATION -  COMANCHE
 DR0243  PID         -  DR0243
 DR0243  STATE/COUNTY-  NM/CHAVES
 DR0243  USGS QUAD   -  L-E RANCH (1975)
 DR0243
 DR0243                         *CURRENT SURVEY CONTROL
 DR0243  ___________________________________________________________________
 DR0243* NAD 83(1992)-  33 24 12.57001(N)    104 14 39.83999(W)     ADJUSTED  
 DR0243* NAVD 88     -      1138.030  (meters)    3733.69   (feet)  POSTED    
 DR0243  ___________________________________________________________________
 DR0243  LAPLACE CORR-           0.49  (seconds)                    DEFLEC99
 DR0243  GEOID HEIGHT-         -23.21  (meters)                     GEOID03
 DR0243  DYNAMIC HT  -        1136.470 (meters)    3728.57  (feet)  COMP
 DR0243  MODELED GRAV-     979,230.7   (mgal)                       NAVD 88
 DR0243
 DR0243  HORZ ORDER  -  SECOND
 DR0243  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 DR0243
 DR0243.The horizontal coordinates were established by classical geodetic methods
 DR0243.and adjusted by the National Geodetic Survey in December 1993..
 DR0243
 DR0243.The orthometric height was determined by differential leveling
 DR0243.and adjusted by the National Geodetic Survey in 1992..
 DR0243.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 DR0243.rate of 2.1 thru 3.0 mm/km.
 DR0243
 DR0243.The Laplace correction was computed from DEFLEC99 derived deflections.
 DR0243
 DR0243.The geoid height was determined by GEOID03.
 DR0243
 DR0243.The dynamic height is computed by dividing the NAVD 88
 DR0243.geopotential number by the normal gravity value computed on the
 DR0243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0243.degrees latitude (g = 980.6199 gals.).
 DR0243
 DR0243.The modeled gravity was interpolated from observed gravity values.
 DR0243
 DR0243;                    North         East     Units Scale Factor Converg.
 DR0243;SPC NM E     -   266,503.501   173,272.320   MT  0.99990993   +0 02 56.3
 DR0243;SPC NM E     -   874,353.57    568,477.60   sFT  0.99990993   +0 02 56.3
 DR0243;UTM  13      - 3,696,274.591   570,262.780   MT  0.99966086   +0 24 57.6
 DR0243
 DR0243!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR0243!SPC NM E     -   0.99982501  x   0.99990993  =   0.99973496
 DR0243!UTM  13      -   0.99982501  x   0.99966086  =   0.99948593
 DR0243
 DR0243|---------------------------------------------------------------------|
 DR0243| PID    Reference Object                     Distance      Geod. Az  |
 DR0243|                                                           dddmmss.s |
 DR0243| DR0244 COMANCHE RM 1                        40.471 METERS 16754     |
 DR0243| DR0245 COMANCHE RM 2                        39.490 METERS 26354     |
 DR0243| DR0241 COMANCHE AZ MK                                     2651500.4 |
 DR0243|---------------------------------------------------------------------|
 DR0243
 DR0243                          SUPERSEDED SURVEY CONTROL
 DR0243
 DR0243  NAD 83(1986)-  33 24 12.57465(N)    104 14 39.83464(W) AD(       ) 2
 DR0243  NAD 27      -  33 24 12.21200(N)    104 14 37.96000(W) AD(       ) 2
 DR0243  NGVD 29 (??/??/92) 1137.525  (m)         3732.03   (f) ADJ UNCH    2 0
 DR0243
 DR0243.Superseded values are not recommended for survey control.
 DR0243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0243.See file dsdata.txt to determine how the superseded data were derived.
 DR0243
 DR0243_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES7026396275(NAD 83)
 DR0243_MARKER: DS = TRIANGULATION STATION DISK
 DR0243_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR0243_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DR0243_STAMPING: COMANCHE 1935
 DR0243_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR0243+STABILITY: SURFACE MOTION
 DR0243
 DR0243  HISTORY     - Date     Condition        Report By
 DR0243  HISTORY     - 1935     MONUMENTED       CGS
 DR0243  HISTORY     - 1943     GOOD             NGS
 DR0243
 DR0243                          STATION DESCRIPTION
 DR0243
 DR0243'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 DR0243'THE STATION IS 18 MILES AIR LINE EAST OF ROSWELL, 3-1/2 MILES
 DR0243'EAST OF COMANCHE STORE AND THE CONCRETE BRIDGE OVER COMANCHE
 DR0243'DRAW, AT THE TOP OF THE FIRST RISE IN THE HIGHWAY, GOING EAST
 DR0243'FROM COMANCHE STORE.  TO REACH FROM COMANCHE STORE, DRIVE
 DR0243'3.7 MILES EAST ON U.S. HIGHWAY 380.  THE STATION IS 41 FEET
 DR0243'SOUTH OF THE CENTER OF HIGHWAY AND ABOUT 50 YARDS SOUTHWEST
 DR0243'OF A STATE HIGHWAY MARKER.  THE SURFACE, UNDERGROUND,
 DR0243'REFERENCE, AND AZIMUTH MARKS ARE STANDARD DISKS SET IN CONCRETE.
 DR0243'REFERENCE MARK NO. 1 IS
 DR0243'174 FEET SOUTH OF THE CENTER OF HIGHWAY AND 132.78 FEET
 DR0243'FROM THE STATION S 12 DEG 06 MIN E, AND NO. 2
 DR0243'IS 38 FEET SOUTH OF CENTER OF THE HIGHWAY AND 129.56 FEET FROM
 DR0243'THE STATION S 83 DEG 54 MIN W.  THE AZIMUTH MARK
 DR0243'IS 36 FEET NORTH OF THE CENTER OF THE HIGHWAY, 43-1/2 FEET
 DR0243'WEST OF U.S.G.S. AND N.M.  STATE SURVEY BENCH MARK N.M. CH 19,
 DR0243'AND IS 0.5 MILE FROM THE STATION S 85 DEG 15 MIN W.
 DR0243
 DR0243                          STATION RECOVERY (1943)
 DR0243
 DR0243'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1943
 DR0243'20.4 MI SE FROM ROSWELL.
 DR0243'THIS MARK IS 8.1 MILES EAST ALONG U. S. HIGHWAY NO. 380, THENCE, 2.0
 DR0243'MILES SOUTH ALONG A DIRT ROAD THROUGH A FIELD, THENCE, 10.4 MILES EAST
 DR0243'ALONG OLD U. S. HIGHWAY NO. 380 GRADE FROM THE COURTHOUSE AT ROSWELL,
 DR0243'0.8 MILES EAST OF THE CROSSING OF A NORTHEAST-SOUTHWEST DIRT ROAD
 DR0243'LEADING SOUTHWEST TO A RANCH HOUSE, APPROXIMATELY 1.5 MILES SOUTHEAST
 DR0243'OF CONCRETE BRIDGE ON NEW HIGHWAY, APPROXIMATELY 1.5 MILES NORTH OF A
 DR0243'RANCH HOUSE, AT THE TOP OF A HILL, 41.0 FEET SOUTH OF CENTER-LINE OF
 DR0243'OLD HIGHWAY, SET IN TOP OF CONCRETE POST PROJECTING 6 INCHES ABOVE THE
 DR0243'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0241 ***********************************************************************
 DR0241  DESIGNATION -  COMANCHE AZ MK
 DR0241  PID         -  DR0241
 DR0241  STATE/COUNTY-  NM/CHAVES
 DR0241  USGS QUAD   -  L-E RANCH (1975)
 DR0241
 DR0241                         *CURRENT SURVEY CONTROL
 DR0241  ___________________________________________________________________
 DR0241* NAD 83(1986)-  33 24 10.     (N)    104 14 55.     (W)     SCALED    
 DR0241* NAVD 88     -      1131.492  (meters)    3712.24   (feet)  POSTED    
 DR0241  ___________________________________________________________________
 DR0241  GEOID HEIGHT-         -23.21  (meters)                     GEOID03
 DR0241  DYNAMIC HT  -        1129.950 (meters)    3707.18  (feet)  COMP
 DR0241  MODELED GRAV-     979,231.7   (mgal)                       NAVD 88
 DR0241
 DR0241  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 DR0241
 DR0241.The horizontal coordinates were scaled from a topographic map and have
 DR0241.an estimated accuracy of +/- 6 seconds.
 DR0241
 DR0241.The orthometric height was determined by differential leveling
 DR0241.and adjusted by the National Geodetic Survey in 1992..
 DR0241.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 DR0241.rate of 4.1 thru 8.0 mm/km.
 DR0241
 DR0241.The geoid height was determined by GEOID03.
 DR0241
 DR0241.The dynamic height is computed by dividing the NAVD 88
 DR0241.geopotential number by the normal gravity value computed on the
 DR0241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0241.degrees latitude (g = 980.6199 gals.).
 DR0241
 DR0241.The modeled gravity was interpolated from observed gravity values.
 DR0241
 DR0241;                    North         East    Units  Estimated Accuracy
 DR0241;SPC NM E     -   266,420.      172,880.      MT  (+/- 180 meters Scaled)
 DR0241
 DR0241                          SUPERSEDED SURVEY CONTROL
 DR0241
 DR0241  NGVD 29 (??/??/92) 1130.988  (m)         3710.58   (f) ADJ UNCH    2 0
 DR0241
 DR0241.Superseded values are not recommended for survey control.
 DR0241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0241.See file dsdata.txt to determine how the superseded data were derived.
 DR0241
 DR0241_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES698961(NAD 83)
 DR0241_MARKER: DZ = AZIMUTH MARK DISK
 DR0241_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR0241_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DR0241_STAMPING: COMANCHE AZIMUTH 1935
 DR0241_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR0241+STABILITY: SURFACE MOTION
 DR0241
 DR0241  HISTORY     - Date     Condition        Report By
 DR0241  HISTORY     - 1935     MONUMENTED       CGS
 DR0241  HISTORY     - 1943     GOOD             NGS
 DR0241
 DR0241                          STATION DESCRIPTION
 DR0241
 DR0241'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 DR0241'20.1 MI SE FROM ROSWELL.
 DR0241'THIS MARK IS 8.1 MILES EAST ALONG U. S. HIGHWAY NO. 380, THENCE, 2.0
 DR0241'MILES SOUTH ALONG A DIRT ROAD THROUGH A FIELD, THENCE, 10.0 MILES EAST
 DR0241'ALONG OLD U. S. HIGHWAY NO. 380 GRADE FROM THE COURTHOUSE AT ROSWELL,
 DR0241'ABOUT 0.1 MILE SOUTH SOUTHEAST OF A CONCRETE BRIDGE ON NEW HIGHWAY,
 DR0241'0.2 MILES EAST OF THE CROSSING OF A NORTH-SOUTH TRAIL LEADING NORTH
 DR0241'0.8 MILE TO THE NEW HIGHWAY, 43.5 FEET WEST OF BM NMCH 19, 37.0 FEET
 DR0241'NORTH OF CENTER-LINE OF OLD HIGHWAY, SET IN TOP OF CONCRETE POST
 DR0241'PROJECTING 5 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0244 ***********************************************************************
 DR0244  DESIGNATION -  COMANCHE RM 1
 DR0244  PID         -  DR0244
 DR0244  STATE/COUNTY-  NM/CHAVES
 DR0244  USGS QUAD   -  L-E RANCH (1975)
 DR0244
 DR0244                         *CURRENT SURVEY CONTROL
 DR0244  ___________________________________________________________________
 DR0244* NAD 83(1986)-  33 24 12.     (N)    104 14 39.     (W)     SCALED    
 DR0244* NAVD 88     -      1137.878  (meters)    3733.19   (feet)  POSTED    
 DR0244  ___________________________________________________________________
 DR0244  GEOID HEIGHT-         -23.21  (meters)                     GEOID03
 DR0244  DYNAMIC HT  -        1136.320 (meters)    3728.08  (feet)  COMP
 DR0244  MODELED GRAV-     979,230.7   (mgal)                       NAVD 88
 DR0244
 DR0244  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 DR0244
 DR0244.The horizontal coordinates were scaled from a topographic map and have
 DR0244.an estimated accuracy of +/- 6 seconds.
 DR0244
 DR0244.The orthometric height was determined by differential leveling
 DR0244.and adjusted by the National Geodetic Survey in 1992..
 DR0244.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 DR0244.rate of 2.1 thru 3.0 mm/km.
 DR0244
 DR0244.The geoid height was determined by GEOID03.
 DR0244
 DR0244.The dynamic height is computed by dividing the NAVD 88
 DR0244.geopotential number by the normal gravity value computed on the
 DR0244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0244.degrees latitude (g = 980.6199 gals.).
 DR0244
 DR0244.The modeled gravity was interpolated from observed gravity values.
 DR0244
 DR0244;                    North         East    Units  Estimated Accuracy
 DR0244;SPC NM E     -   266,490.      173,290.      MT  (+/- 180 meters Scaled)
 DR0244
 DR0244                          SUPERSEDED SURVEY CONTROL
 DR0244
 DR0244  NGVD 29 (??/??/92) 1137.373  (m)         3731.53   (f) ADJ UNCH    2 0
 DR0244
 DR0244.Superseded values are not recommended for survey control.
 DR0244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0244.See file dsdata.txt to determine how the superseded data were derived.
 DR0244
 DR0244_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES702962(NAD 83)
 DR0244_MARKER: DR = REFERENCE MARK DISK
 DR0244_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR0244_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DR0244_STAMPING: COMANCHE NO I 1935
 DR0244_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR0244+STABILITY: SURFACE MOTION
 DR0244
 DR0244  HISTORY     - Date     Condition        Report By
 DR0244  HISTORY     - 1935     MONUMENTED       CGS
 DR0244  HISTORY     - 1943     GOOD             NGS
 DR0244
 DR0244                          STATION DESCRIPTION
 DR0244
 DR0244'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 DR0244'20.4 MI SE FROM ROSWELL.
 DR0244'THIS MARK IS 8.1 MILES EAST ALONG U. S. HIGHWAY NO. 380, THENCE, 2.0
 DR0244'MILES SOUTH ALONG A DIRT ROAD THROUGH A FIELD, THENCE, 10.4 MILES EAST
 DR0244'ALONG OLD U. S. HIGHWAY NO. 380 GRADE FROM THE COURTHOUSE AT ROSWELL,
 DR0244'0.8 MILES EAST OF THE CROSSING OF A NORTHEAST-SOUTHWEST DIRT ROAD
 DR0244'LEADING SOUTHWEST TO A RANCH HOUSE, APPROXIMATELY 1.5 MILES SOUTHEAST
 DR0244'OF CONCRETE BRIDGE ON NEW HIGHWAY, APPROXIMATELY 1.5 MILES NORTH OF A
 DR0244'RANCH HOUSE, AT THE TOP OF A HILL, 175.5 FEET SOUTH OF CENTER-LINE OF
 DR0244'OLD HIGHWAY, BETWEEN AND IN LINE WITH THE TRIANGULATION STATION AND
 DR0244'THE MOST EASTERLY RANCH HOUSE BUILDING APPROXIMATELY 1.5 MILES TO
 DR0244'SOUTH, SET IN TOP OF CONCRETE POST PROJECTING 4 INCHES ABOVE THE
 DR0244'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0245 ***********************************************************************
 DR0245  DESIGNATION -  COMANCHE RM 2
 DR0245  PID         -  DR0245
 DR0245  STATE/COUNTY-  NM/CHAVES
 DR0245  USGS QUAD   -  L-E RANCH (1975)
 DR0245
 DR0245                         *CURRENT SURVEY CONTROL
 DR0245  ___________________________________________________________________
 DR0245* NAD 83(1986)-  33 24 12.     (N)    104 14 39.     (W)     SCALED    
 DR0245* NAVD 88     -      1137.687  (meters)    3732.56   (feet)  POSTED    
 DR0245  ___________________________________________________________________
 DR0245  GEOID HEIGHT-         -23.21  (meters)                     GEOID03
 DR0245  DYNAMIC HT  -        1136.130 (meters)    3727.45  (feet)  COMP
 DR0245  MODELED GRAV-     979,230.7   (mgal)                       NAVD 88
 DR0245
 DR0245  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 DR0245
 DR0245.The horizontal coordinates were scaled from a topographic map and have
 DR0245.an estimated accuracy of +/- 6 seconds.
 DR0245
 DR0245.The orthometric height was determined by differential leveling
 DR0245.and adjusted by the National Geodetic Survey in 1992..
 DR0245.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 DR0245.rate of 2.1 thru 3.0 mm/km.
 DR0245
 DR0245.The geoid height was determined by GEOID03.
 DR0245
 DR0245.The dynamic height is computed by dividing the NAVD 88
 DR0245.geopotential number by the normal gravity value computed on the
 DR0245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0245.degrees latitude (g = 980.6199 gals.).
 DR0245
 DR0245.The modeled gravity was interpolated from observed gravity values.
 DR0245
 DR0245;                    North         East    Units  Estimated Accuracy
 DR0245;SPC NM E     -   266,490.      173,290.      MT  (+/- 180 meters Scaled)
 DR0245
 DR0245                          SUPERSEDED SURVEY CONTROL
 DR0245
 DR0245  NGVD 29 (??/??/92) 1137.182  (m)         3730.90   (f) ADJ UNCH    2 0
 DR0245
 DR0245.Superseded values are not recommended for survey control.
 DR0245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0245.See file dsdata.txt to determine how the superseded data were derived.
 DR0245
 DR0245_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES702962(NAD 83)
 DR0245_MARKER: DR = REFERENCE MARK DISK
 DR0245_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR0245_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DR0245_STAMPING: COMANCHE NO II 1935
 DR0245_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR0245+STABILITY: SURFACE MOTION
 DR0245
 DR0245  HISTORY     - Date     Condition        Report By
 DR0245  HISTORY     - 1935     MONUMENTED       CGS
 DR0245  HISTORY     - 1935     GOOD             NGS
 DR0245
 DR0245                          STATION DESCRIPTION
 DR0245
 DR0245'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DR0245'20.4 MI SE FROM ROSWELL.
 DR0245'THIS MARK IS 8.1 MILES EAST ALONG U. S. HIGHWAY NO. 380, THENCE, 2.0
 DR0245'MILES SOUTH ALONG A DIRT ROAD THROUGH A FIELD, THENCE, 10.4 MILES EAST
 DR0245'ALONG OLD U. S. HIGHWAY NO. 380 GRADE FROM THE COURTHOUSE AT ROSWELL,
 DR0245'0.8 MILES EAST OF THE CROSSING OF A NORTHEAST-SOUTHWEST DIRT ROAD
 DR0245'LEADING SOUTHWEST TO A RANCH HOUSE, APPROXIMATELY 1.5 MILES SOUTHEAST
 DR0245'OF CONCRETE BRIDGE ON NEW HIGHWAY, APPROXIMATELY 1.5 MILES NORTH OF A
 DR0245'RANCH HOUSE, AT THE TOP OF A HILL, 129.0 FEET WEST OF TRIANGULATION
 DR0245'STATION, SET IN TOP OF CONCRETE POST PROJECTING 5 INCHES ABOVE THE
 DR0245'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1018 ***********************************************************************
 FO1018  DESIGNATION -  COMER
 FO1018  PID         -  FO1018
 FO1018  STATE/COUNTY-  NM/SANDOVAL
 FO1018  USGS QUAD   -  SAN FELIPE PUEBLO NE (1990)
 FO1018
 FO1018                         *CURRENT SURVEY CONTROL
 FO1018  ___________________________________________________________________
 FO1018* NAD 83(1992)-  35 25 14.71972(N)    106 19 29.12211(W)     ADJUSTED  
 FO1018* NAVD 88     -      1817.1    (meters)    5962.     (feet)  VERTCON   
 FO1018  ___________________________________________________________________
 FO1018  LAPLACE CORR-           6.20  (seconds)                    DEFLEC99
 FO1018  GEOID HEIGHT-         -20.30  (meters)                     GEOID03
 FO1018
 FO1018  HORZ ORDER  -  FIRST
 FO1018
 FO1018.The horizontal coordinates were established by classical geodetic methods
 FO1018.and adjusted by the National Geodetic Survey in December 1993..
 FO1018
 FO1018.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1018.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1018
 FO1018.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1018
 FO1018.The geoid height was determined by GEOID03.
 FO1018
 FO1018;                    North         East     Units Scale Factor Converg.
 FO1018;SPC NM C     -   490,252.593   493,211.444   MT  0.99990057   -0 02 36.0
 FO1018;SPC NM C     - 1,608,437.05  1,618,144.55   sFT  0.99990057   -0 02 36.0
 FO1018;UTM  13      - 3,920,510.784   379,732.324   MT  0.99977825   -0 46 04.4
 FO1018
 FO1018!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1018!SPC NM C     -   0.99971805  x   0.99990057  =   0.99961865
 FO1018!UTM  13      -   0.99971805  x   0.99977825  =   0.99949636
 FO1018
 FO1018|---------------------------------------------------------------------|
 FO1018| PID    Reference Object                     Distance      Geod. Az  |
 FO1018|                                                           dddmmss.s |
 FO1018| CD3283 COMER RM 1                            7.101 METERS 05800     |
 FO1018| CD3284 COMER RM 2                            6.575 METERS 32126     |
 FO1018| CD3282 COMER AZ MK                                        3405500.4 |
 FO1018|---------------------------------------------------------------------|
 FO1018
 FO1018                          SUPERSEDED SURVEY CONTROL
 FO1018
 FO1018  NAD 83(1986)-  35 25 14.72506(N)    106 19 29.12534(W) AD(       ) 1
 FO1018  NAD 27      -  35 25 14.58720(N)    106 19 27.03780(W) AD(       ) 1
 FO1018  NGVD 29 (07/19/86) 1816.2    (m)         5959.     (f) VERT ANG       
 FO1018
 FO1018.Superseded values are not recommended for survey control.
 FO1018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1018.See file dsdata.txt to determine how the superseded data were derived.
 FO1018
 FO1018_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV7973220511(NAD 83)
 FO1018_MARKER: DS = TRIANGULATION STATION DISK
 FO1018_SETTING: 0 = UNSPECIFIED SETTING
 FO1018
 FO1018  HISTORY     - Date     Condition        Report By
 FO1018  HISTORY     - 1946     MONUMENTED       CGS
 FO1018  HISTORY     - 1962     GOOD             THOMAS
 FO1018  HISTORY     - 1964     GOOD             CGS
 FO1018  HISTORY     - 1974     GOOD             NGS
 FO1018
 FO1018                          STATION DESCRIPTION
 FO1018
 FO1018'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAE)
 FO1018'THE STATION IS LOCATED ON THE TOP OF A RIDGE OF ROUGH HILLS
 FO1018'ABOUT 1 MILE ESE OF THE SLIGHTLY HIGHER N END OF THE RIDGE.
 FO1018'THE RIDGE LIES ABOUT 1 MILE E OF THE MORMON BATTALION MONUMENT
 FO1018'ON U.S. HIGHWAY 85.  IN APPROXIMATE AIRLINE DISTANCES IT IS
 FO1018'LOCATED 14 MILES NE OF BERNALILLO, 10 MILES WNW OF MADRID, AND
 FO1018'10 MILES S OF PENA BLANCA.
 FO1018'
 FO1018'TO REACH THE STATION FROM THE SW CORNER OF THE PLAZA WHICH IS
 FO1018'LOCATED IN THE CENTER OF SANTA FE, GO W ON SAN FRANCISCO STREET
 FO1018'2 BLOCKS.  HERE TURN RIGHT ONTO CERRILLOS ROAD, WHICH IS U.S.
 FO1018'HIGHWAY 85, AND GO SW TOWARD ALBUQUERQUE FOR 27.15 MILES TO AN
 FO1018'ABANDONED FILLING STATION ON THE LEFT SIDE OF THE HIGHWAY.
 FO1018'CONTINUE ON HIGHWAY 85 FOR 0.1 MILE TO A BLADED DIRT ROAD
 FO1018'LEADING OFF THE HIGHWAY THROUGH A FENCE AND SIGNED BLACK LUJAN.
 FO1018'THIS ROAD TURNS OFF THE HIGHWAY JUST BEFORE THE HIGHWAY
 FO1018'REACHES MORE ABANDONED BUILDINGS ON THE LEFT SIDE OF THE ROAD
 FO1018'AND 1.05 MILES BEFORE THE HIGHWAY PASSES THE MORMON BATTALION
 FO1018'MONUMENT.  PASS THROUGH THE GATE AND FOLLOW THE BLADED ROAD
 FO1018'FOR 0.4 MILE TO THE AZIMUTH MARK ON THE RIGHT SIDE OF THE
 FO1018'ROAD.  CONTINUE STRAIGHT AHEAD ON THE BLADED ROAD, GOING
 FO1018'FOR 0.45 MILE TO A FORK.  TAKE THE RIGHT FORK AND FOLLOW A TRACK
 FO1018'ROAD DOWN INTO A WASH, GOING FOR 0.05 MILE TO ANOTHER FORK.
 FO1018'TAKE THE LEFT FORK THIS TIME AND FOLLOW THE TRACK ROAD UP
 FO1018'THE S SIDE OF THE WASH FOR 1.35 MILES TO A GATE.  KEEP TO THE
 FO1018'MAIN TRAVELED TRACKS UP THE WASH AND THE SIDE OF THE WASH,
 FO1018'FOR THERE ARE MANY OTHER TRACKS LEADING OFF IN ALL DIRECTIONS.
 FO1018'PASS THROUGH THIS GATE AND, CROSSING THE WASH ONCE, GO 0.3 MILE
 FO1018'TO WHERE THE ROAD BEGINS TO CROSS THE WASH AGAIN AND THERE
 FO1018'IS A DIM TRACK ROAD LEADING FROM THE MAIN TRAVELED TRACKS TO
 FO1018'THE RIGHT.  TAKE THE RIGHT FORK AND FOLLOW THESE DIM TRACKS
 FO1018'ACROSS THE WASH, GOING FOR 0.05 MILE.  HERE TURN RIGHT AND
 FO1018'GO CROSS COUNTRY FOR 0.25 MILE TO THE END OF TRUCK TRAVEL AT A
 FO1018'SMALL WASH.  FROM HERE PACK WSW OVER MINOR DRAINAGE AND UP TO
 FO1018'THE TOP OF THE RIDGE, GOING ABOUT 1/2 MILE TO THE STATION.
 FO1018'
 FO1018'THE STATION IS A BRONZE STATION DISK STAMPED COMER 1946 AND
 FO1018'CAPPED ON A 3-INCH CAST-IRON PIPE WHICH PROJECTS ABOUT 6
 FO1018'INCHES ABOVE THE SURROUNDING SURFACE.
 FO1018'
 FO1018'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK STAMPED COMER NO 1
 FO1018'1946 AND CAPPED ON A 3-INCH CAST-IRON PIPE WHICH PROJECTS 6
 FO1018'INCHES ABOVE THE SURROUNDING SURFACE.  IT IS ABOUT 3 FEET
 FO1018'LOWER THAN THE STATION AND IS LOCATED ENE OF THE STATION.
 FO1018'
 FO1018'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK STAMPED COMER
 FO1018'NO 2 1946 AND CAPPED ON A 3-INCH CAST-IRON PIPE WHICH PROJECTS
 FO1018'6 INCHES ABOVE THE SURROUNDING SURFACE.  IT IS ABOUT THE SAME
 FO1018'HEIGHT AS THE STATION AND IS LOCATED WNW OF THE STATION.
 FO1018'
 FO1018'THE AZIMUTH MARK IS A STANDARD GENERAL LAND OFFICE SECTION-CORNER
 FO1018'MARKER STAMPED T14N R6E S7 S8 S18 S17 1932.  IT IS CAPPED ON A
 FO1018'1-1/2-INCH PIPE WHICH PROJECTS 5 INCHES ABOVE THE SURROUNDING
 FO1018'SURFACE.  IT IS LOCATED 1-1/2 MILES NNW OF THE STATION, 15.5
 FO1018'FEET W OF A FENCE CORNER, AND 9 FEET W OF THE CENTER OF THE
 FO1018'BLADED ROAD.
 FO1018'
 FO1018'HEIGHT OF LIGHT ABOVE STATION MARK - 1.1 METERS.
 FO1018
 FO1018                          STATION RECOVERY (1962)
 FO1018
 FO1018'RECOVERY NOTE BY THOMAS ENG AND SURV 1962
 FO1018'ALL MARKS WERE FOUND UNDISTURBED.
 FO1018'
 FO1018'DESCRIPTION FITS VERY WELL.  A NEW FENCE AND GATE HAVE BEEN
 FO1018'CONSTRUCTED 0.5 MILE TOWARD THE STATION FROM THE AZIMUTH MARK.
 FO1018'THE GATE AT ROUTE 422 IS LOCKED AND BOTH PERMISSION AND KEY SHOULD
 FO1018'BE OBTAINED AT THE JOHN BLACKSHORE RANCH.  DO NOT GO BEYOND GATE
 FO1018'0.45 MILE FROM AZIMUTH MARK WITHOUT 4 WHEEL DRIVE.
 FO1018
 FO1018                          STATION RECOVERY (1964)
 FO1018
 FO1018'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (FHB)
 FO1018'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS, INCLUDING
 FO1018'THE AZIMUTH MARK WERE FOUND IN GOOD CONDITION.  THE DESCRIPTION
 FO1018'ON HOW TO REACH THE STATION, EVEN THOUGH WRITTEN IN 1946 IS
 FO1018'STILL A VERY ADEQUATE ONE.
 FO1018
 FO1018                          STATION RECOVERY (1974)
 FO1018
 FO1018'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (SRC)
 FO1018'THE STATION IS LOCATED APPROXIMATELY 15.5 AIRLINE MILES NORTHEAST OF
 FO1018'THE TOWN OF BERNALILLO ON A HIGH ROCKY RIDGE RUNNING APPROXIMATELY
 FO1018'EAST AND WEST.
 FO1018'
 FO1018'TO REACH THE STATION FROM THE INTERSECTION OF HIGHWAYS U.S. 85
 FO1018'AND S.R. 44 ON THE NORTH EDGE OF THE TOWN OF BERNALILLO, GO
 FO1018'APPROXIMATELY 0.7 MILES EAST ALONG S.R. 44 TO THE INTERCHANGE OF
 FO1018'HIGHWAYS I-25 AND S.R. 44.  TAKE THE NORTHBOUND ON-RAMP TO I-25.
 FO1018'THEN FOLLOW I-25 NORTHWARD FOR APPROXIMATELY 15 MILES TO A
 FO1018'SERVICE STATION ON THE RIGHT AND A CAFE AND STORE ON THE LEFT
 FO1018'(PROPOSED NEW HIGHWAY PLANS SHOW REST AREAS ON BOTH SIDES OF
 FO1018'FREEWAY).  GO THROUGH GATE SOUTH OF SERVICE STATION ON RIGHT
 FO1018'AND FOLLOW DIRT ROAD 0.9 MILES TO A RANCHOUSE ON THE LEFT AND
 FO1018'A WOODEN GATE.  GO THROUGH THE GATE AND CROSS A LARGE SANDY
 FO1018'ARROYO.  TURN RIGHT ON TRAIL ROAD AND FOLLOW FOR 2.8 MILES
 FO1018'TO A FORK.  TAKE LEFT FORK FOR 0.15 MILES TO A FORK, TAKE
 FO1018'LEFT FORK FOR 0.45 MILES TO THE END OF VEHICLE TRAVEL.
 FO1018'THEN PROCEED STRAIGHT AHEAD OR NORTHEAST APPROXIMATELY 0.1
 FO1018'MILES TO THE TOP OF A HIGH RIDGE.  THEN GO RIGHT OR SOUTHEAST
 FO1018'ALONG THE TOP OF RIDGE APPROXIMATELY 0.1 MILE TO THE
 FO1018'STATION.  THE STATION IS APPROXIMATELY 20 FEET NORTH OF
 FO1018'FENCE WHICH RUNS PARALLEL TO TOP OF RIDGE.
 FO1018'
 FO1018'THE STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0614 ***********************************************************************
 GM0614  DESIGNATION -  COMMANCHE
 GM0614  PID         -  GM0614
 GM0614  STATE/COUNTY-  NM/TAOS
 GM0614  USGS QUAD   -  TAOS JUNCTION (1995)
 GM0614
 GM0614                         *CURRENT SURVEY CONTROL
 GM0614  ___________________________________________________________________
 GM0614* NAD 83(1992)-  36 19 48.14433(N)    105 58 30.60979(W)     ADJUSTED  
 GM0614* NAVD 88     -      2042.804  (meters)    6702.10   (feet)  ADJUSTED  
 GM0614  ___________________________________________________________________
 GM0614  LAPLACE CORR-           2.04  (seconds)                    DEFLEC99
 GM0614  GEOID HEIGHT-         -18.28  (meters)                     GEOID03
 GM0614  DYNAMIC HT  -        2040.060 (meters)    6693.10  (feet)  COMP
 GM0614  MODELED GRAV-     979,216.0   (mgal)                       NAVD 88
 GM0614
 GM0614  HORZ ORDER  -  THIRD
 GM0614  VERT ORDER  -  FIRST     CLASS II
 GM0614
 GM0614.The horizontal coordinates were established by classical geodetic methods
 GM0614.and adjusted by the National Geodetic Survey in December 1993..
 GM0614
 GM0614.The orthometric height was determined by differential leveling
 GM0614.and adjusted by the National Geodetic Survey in June 1991..
 GM0614
 GM0614.The Laplace correction was computed from DEFLEC99 derived deflections.
 GM0614
 GM0614.The geoid height was determined by GEOID03.
 GM0614
 GM0614.The dynamic height is computed by dividing the NAVD 88
 GM0614.geopotential number by the normal gravity value computed on the
 GM0614.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GM0614.degrees latitude (g = 980.6199 gals.).
 GM0614
 GM0614.The modeled gravity was interpolated from observed gravity values.
 GM0614
 GM0614;                    North         East     Units Scale Factor Converg.
 GM0614;SPC NM C     -   591,166.216   524,673.641   MT  0.99990750   +0 09 46.2
 GM0614;SPC NM C     - 1,939,517.83  1,721,366.77   sFT  0.99990750   +0 09 46.2
 GM0614;UTM  13      - 4,020,997.017   412,476.702   MT  0.99969438   -0 34 39.9
 GM0614
 GM0614!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GM0614!SPC NM C     -   0.99968236  x   0.99990750  =   0.99958989
 GM0614!UTM  13      -   0.99968236  x   0.99969438  =   0.99937684
 GM0614
 GM0614|---------------------------------------------------------------------|
 GM0614| PID    Reference Object                     Distance      Geod. Az  |
 GM0614|                                                           dddmmss.s |
 GM0614| CM7851 COMMANCHE RM 1                       10.929 METERS 08022     |
 GM0614| CM7852 COMMANCHE RM 2                       23.040 METERS 17143     |
 GM0614| CM7850 COMMANCHE AZ MK                                    2435955.5 |
 GM0614|---------------------------------------------------------------------|
 GM0614
 GM0614                          SUPERSEDED SURVEY CONTROL
 GM0614
 GM0614  NAD 83(1986)-  36 19 48.14797(N)    105 58 30.61446(W) AD(       ) 3
 GM0614  NAD 27      -  36 19 48.07328(N)    105 58 28.54372(W) AD(       ) 3
 GM0614  NGVD 29 (07/19/86) 2041.5    (m)         6698.     (f) VERT ANG       
 GM0614
 GM0614.Superseded values are not recommended for survey control.
 GM0614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0614.See file dsdata.txt to determine how the superseded data were derived.
 GM0614
 GM0614_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDA1247720997(NAD 83)
 GM0614_MARKER: DS = TRIANGULATION STATION DISK
 GM0614_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GM0614_SP_SET: CONCRETE POST
 GM0614_STAMPING: COMANCHE 1954
 GM0614_MARK LOGO: CGS   
 GM0614_PROJECTION: PROJECTING 15 CENTIMETERS
 GM0614_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GM0614+STABILITY: SURFACE MOTION
 GM0614
 GM0614  HISTORY     - Date     Condition        Report By
 GM0614  HISTORY     - 1954     MONUMENTED       CGS
 GM0614  HISTORY     - 1978     GOOD             NGS
 GM0614  HISTORY     - 1984     GOOD             NGS
 GM0614  HISTORY     - 1985     GOOD             VAILCO
 GM0614
 GM0614                          STATION DESCRIPTION
 GM0614
 GM0614'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (WRH)
 GM0614'THE STATION IS LOCATED ON THE NORTH SIDE OF U.S. HIGHWAY 285
 GM0614'ABOUT 5 MILES AIRLINE EAST-NORTHEAST OF OJO CALIENTE, ABOUT
 GM0614'21 MILES AIRLINE SOUTH OF TRES PIEDRAS, AND ABOUT 23 MILES
 GM0614'AIRLINE WEST-SOUTHWEST OF TAOS.
 GM0614'
 GM0614'TO REACH THE STATION FROM THE OLD MISSION CHURCH IN OJO CALIENTE
 GM0614'GO EAST 0.2 MILE TO A T-ROAD.  TURN LEFT ONTO U.S. HIGHWAY
 GM0614'285 AND GO NORTH AND EAST 4.8 MILES TO A WITNESS POST AND THE
 GM0614'STATION ON THE LEFT.
 GM0614'
 GM0614'THE STATION MARK IS A STANDARD DISK STAMPED COMANCHE 1954 SET
 GM0614'IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT PROJECTS
 GM0614'2 INCHES ABOVE THE GROUND.  IT IS 39 FEET NORTH OF THE CENTERLINE
 GM0614'OF THE HIGHWAY AND 6 FEET EAST OF A WITNESS POST.
 GM0614'
 GM0614'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED COMANCHE NO
 GM0614'1 1954 SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT
 GM0614'PROJECTS 6 INCHES ABOVE THE GROUND.  IT IS 40 FEET NORTH OF
 GM0614'THE CENTERLINE OF THE HIGHWAY AND 1 FOOT LOWER THAN THE STATION.
 GM0614'
 GM0614'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED COMANCHE
 GM0614'NO 2 1954 SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST
 GM0614'THAT PROJECTS 6 INCHES ABOVE THE GROUND.  IT IS 37 FEET SOUTH
 GM0614'OF THE CENTERLINE OF THE HIGHWAY AND 3 FEET LOWER THAN THE
 GM0614'STATION.
 GM0614'
 GM0614'THE AZIMUTH MARK IS LOCATED ON THE GRASSY EAST SLOPE OF A
 GM0614'HILL THAT IS TIMBERED ON TOP AND IS A STANDARD DISK STAMPED
 GM0614'COMANCHE 1954 SET IN THE TOP OF A 10-INCH SQUARE CONCRETE
 GM0614'POST THAT PROJECTS 6 INCHES ABOVE THE GROUND.
 GM0614'
 GM0614'TO REACH THE AZIMUTH MARK FROM THE STATION GO WEST ON U.S.
 GM0614'HIGHWAY 285 FOR 0.6 MILE TO A SIDE ROAD ON THE LEFT.  TURN SHARP
 GM0614'LEFT AND GO EAST 0.3 MILE TO A FORK.  TURN RIGHT AND GO SOUTH
 GM0614'0.05 MILE TO A POWERLINE.  TURN RIGHT AND GO WEST 0.05 MILE
 GM0614'TO A GUYED POWERLINE POLE.  TURN LEFT AND GO CROSS COUNTRY
 GM0614'SOUTHWEST 0.1 MILE TO THE AZIMUTH MARK.
 GM0614
 GM0614                          STATION RECOVERY (1978)
 GM0614
 GM0614'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLM)
 GM0614'ALL MARKS EXCEPT REFERENCE MARK NUMBER 2 WERE RECOVERED IN GOOD
 GM0614'CONDITION.  REFERENCE MARK 2 WAS FOUND.  IT HAD BEEN HIT BY
 GM0614'MACHINERY AND WAS LAYING ON TOP OF GROUND.  A NEW REFERENCE MARK,
 GM0614'NUMBER 3 WAS ESTABLISHED AT THIS TIME.  DISTANCE AND DIRECTION TO
 GM0614'REFERENCE MARK 1 COMPARED FAVORABLY WITH PREVIOUS DATA.
 GM0614'
 GM0614'STATION IS REACHED FROM THE POST OFFICE AT OJO CALIENTE.  GO EAST
 GM0614'ON STATE HIGHWAY 44 TO JUNCTION WITH U.S. HIGHWAY 285.  TURN LEFT AND
 GM0614'GO NORTH AND EAST ON HIGHWAY 285 FOR 5.0 MILES, TOP HILL AND
 GM0614'STATION ON THE LEFT.
 GM0614'
 GM0614'STATION IS A STANDARD DISK, STAMPED---COMANCHE 1954---SET IN
 GM0614'THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTION ABOUT 5 INCHES,
 GM0614'40 FEET NORTH-NORTHWEST OF CENTER OF HIGHWAY 285, 60.5 FEET
 GM0614'SOUTH-SOUTHEAST OF HIGHWAY RIGHT-OF-WAY FENCE LINE, 5.3 FEET
 GM0614'EAST-NORTHEAST OF A WOOD WITNESS POST, 1.3 FEET WEST-NORTHWEST OF A
 GM0614'METAL WITNESS POST.
 GM0614'
 GM0614'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED---COMANCHE NO 1 1954---
 GM0614'SET IN THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTION 5 INCHES, 58.5
 GM0614'FEET SOUTH-SOUTHEAST OF THE FENCE LINE, 41.5 FEET NORTH-NORTHWEST OF
 GM0614'CENTER OF HIGHWAY, 1.7 FEET WEST-SOUTHWEST OF A METAL WITNESS POST
 GM0614'AND ABOUT SAME ELEVATION AS STATION MARK.
 GM0614'
 GM0614'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED---COMANCHE 1954 NO 3
 GM0614'1978---SET IN THE TOP OF A ROUND CONCRETE MONUMENT PROJECTING
 GM0614'ABOUT 7 INCHES, 75 FEET WEST OF A METAL CATTLE GUARD, 60 FEET
 GM0614'SOUTH-SOUTHEAST OF CENTER OF HIGHWAY, 36 FEET NORTH-NORTHWEST OF
 GM0614'FENCE LINE, 2.9 FEET WEST-SOUTHWEST OF A METAL WITNESS POST.
 GM0614'
 GM0614'AZIMUTH MARK IS A STANDARD DISK, STAMPED---COMANCHE 1954---SET IN
 GM0614'THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTING ABOUT 5 INCHES, 0.05
 GM0614'MILE EAST OF EAST EDGE OF TIMBER LINE, 2.5 FEET SOUTH OF A METAL
 GM0614'WITNESS POST WITH SIGN ATTACHED.
 GM0614'
 GM0614'AZIMUTH MARK IS REACHED FROM STATION.  CROSS HIGHWAY TO A CATTLE
 GM0614'GUARD IN FENCE LINE, CROSS GUARD, THENCE RIGHT ON OLD TRACK ROAD,
 GM0614'WEST AND SOUTHWEST FOR 0.15 MILE TO A POWERLINE POLE, CONTINUE
 GM0614'SOUTHWESTERLY ALONG THE POWER LINE FOR 0.3 MILE TO A POWERLINE POLE,
 GM0614'WITH SEVERAL GUYLINES ATTACHED, BEAR LEFT AND CONTINUE IN A
 GM0614'WEST-SOUTHWEST DIRECTION, ACROSS COUNTRY FOR ABOUT 0.15 MILE TO THE
 GM0614'MARK, AS DESCRIBED AND ON SLOPE OF HILL.
 GM0614
 GM0614                          STATION RECOVERY (1984)
 GM0614
 GM0614'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GM0614'9.0 KM (5.6 MI) SOUTH FROM TAOS JUNCTION.
 GM0614'9.0 KM (5.6 MI) SOUTHERLY ALONG U.S. HIGHWAY 285 FROM ITS JUNCTION
 GM0614'WITH STATE HIGHWAY 96 IN TAOS JUNCTION, 11.6 M (26.6 FT) WEST OF THE
 GM0614'HIGHWAY, AND 8.1 M (26.6 FT) WEST OF THE EXTENDED CENTER OF A DIRT
 GM0614'ROAD LEADING SOUTH.
 GM0614'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST
 GM0614'THE MARK IS 1.2 M ABOVE THE HIGHWAY.
 GM0614
 GM0614                          STATION RECOVERY (1985)
 GM0614
 GM0614'RECOVERY NOTE BY VAIL COMPANY 1985 (RAV)
 GM0614'COMANCHE 1954 FOUND GOOD.
 GM0614'
 GM0614'STATION AND RMS RECOVERED IN GOOD CONDITION.  RM NO. 2 IS STAMPED
 GM0614'COMANCHE 1978.  AZIMUTH MARK NOT SEARCHED FOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1304 ***********************************************************************
 FO1304  DESIGNATION -  COMMUNITY
 FO1304  PID         -  FO1304
 FO1304  STATE/COUNTY-  NM/BERNALILLO
 FO1304  USGS QUAD   -  ALBUQUERQUE WEST (1990)
 FO1304
 FO1304                         *CURRENT SURVEY CONTROL
 FO1304  ___________________________________________________________________
 FO1304* NAD 83(1992)-  35 03 11.05865(N)    106 40 20.21390(W)     ADJUSTED  
 FO1304* NAVD 88     -      1505.7    (meters)    4940.     (feet)  VERTCON   
 FO1304  ___________________________________________________________________
 FO1304  LAPLACE CORR-           4.22  (seconds)                    DEFLEC99
 FO1304  GEOID HEIGHT-         -21.41  (meters)                     GEOID03
 FO1304
 FO1304  HORZ ORDER  -  FIRST
 FO1304
 FO1304.The horizontal coordinates were established by classical geodetic methods
 FO1304.and adjusted by the National Geodetic Survey in December 1993..
 FO1304
 FO1304.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1304.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1304
 FO1304.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1304
 FO1304.The geoid height was determined by GEOID03.
 FO1304
 FO1304;                    North         East     Units Scale Factor Converg.
 FO1304;SPC NM C     -   449,543.004   461,479.321   MT  0.99991828   -0 14 33.1
 FO1304;SPC NM C     - 1,474,875.67  1,514,036.74   sFT  0.99991828   -0 14 33.1
 FO1304;UTM  13      - 3,880,207.011   347,492.696   MT  0.99988665   -0 57 38.3
 FO1304
 FO1304!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1304!SPC NM C     -   0.99976707  x   0.99991828  =   0.99968537
 FO1304!UTM  13      -   0.99976707  x   0.99988665  =   0.99965375
 FO1304
 FO1304:                Primary Azimuth Mark                     Grid Az
 FO1304:SPC NM C     -  ALBUQUERQUE RAD KLP 967 MAST             030 10 58.7
 FO1304:UTM  13      -  ALBUQUERQUE RAD KLP 967 MAST             030 54 03.9
 FO1304
 FO1304|---------------------------------------------------------------------|
 FO1304| PID    Reference Object                     Distance      Geod. Az  |
 FO1304|                                                           dddmmss.s |
 FO1304| FO1340 ALBUQUERQUE RAD KLP 967 MAST        APPROX. 4.2 KM 0295625.6 |
 FO1304| FO1333 ALBUQUERQUE SANTA FE RR YD STK      APPROX. 3.1 KM 0421843.3 |
 FO1304| FO1286 STADIUM                             APPROX. 4.2 KM 0690950.7 |
 FO1304| FO1319 ALBUQUERQUE RAD STA MAST            APPROX. 2.6 KM 0942125.5 |
 FO1304| FO1341 ALBUQUERQUE GE SE WATER TANK        APPROX. 2.2 KM 1054400.0 |
 FO1304| FO1322 ALBUQUERQUE RAD KGGM CEN MAST       APPROX. 2.4 KM 1585457.8 |
 FO1304| CD3285 COMMUNITY RM 1                       23.415 METERS 16545     |
 FO1304| FO1264 ALBUQUERQUE RAD KVOD N MAST         APPROX. 6.2 KM 2183526.7 |
 FO1304| CD3286 COMMUNITY RM 2                       29.364 METERS 30542     |
 FO1304|---------------------------------------------------------------------|
 FO1304
 FO1304                          SUPERSEDED SURVEY CONTROL
 FO1304
 FO1304  NAD 83(1986)-  35 03 11.06404(N)    106 40 20.21504(W) AD(       ) 1
 FO1304  NAD 27      -  35 03 10.89370(N)    106 40 18.12236(W) AD(       ) 1
 FO1304  NGVD 29 (07/19/86) 1504.9    (m)         4937.     (f) VERT ANG       
 FO1304
 FO1304.Superseded values are not recommended for survey control.
 FO1304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1304.See file dsdata.txt to determine how the superseded data were derived.
 FO1304
 FO1304_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU4749380207(NAD 83)
 FO1304_MARKER: DS = TRIANGULATION STATION DISK
 FO1304_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FO1304_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FO1304
 FO1304  HISTORY     - Date     Condition        Report By
 FO1304  HISTORY     - 1969     MONUMENTED       CGS
 FO1304
 FO1304                          STATION DESCRIPTION
 FO1304
 FO1304'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JLC)
 FO1304'THE STATION IS LOCATED IN THE SOUTHWEST PART OF ALBUQUERQUE,
 FO1304'ON PROPERTY OWNED BY BERNALILLO COUNTY, ABOUT 2 MILES EAST
 FO1304'OF S COORS ROAD (STATE HIGHWAY 45), 0.7 MILE WEST OF THE RIO
 FO1304'GRANDE RIVER AND ON THE GROUNDS OF THE WEST SIDE COMMUNITY
 FO1304'CENTER.
 FO1304'
 FO1304'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 66
 FO1304'AND S COORS ROAD IN THE WEST EDGE OF ALBUQUERQUE, THIS IS 1
 FO1304'MILE WEST OF THE WEST END OF THE RIO GRANDE BRIDGE, GO SOUTH
 FO1304'ON S COORS ROAD FOR 2.3 MILES TO A SIDE ROAD ON THE LEFT.
 FO1304'TURN LEFT ON ARENAL ROAD AND GO EAST FOR 1.7 MILES TO ITS
 FO1304'JUNCTION WITH ISLETA BOULEVARD.  CONTINUE IN AN EASTERN
 FO1304'DIRECTION ON ARENAL ROAD FOR 0.2 MILE TO A GATE IN A CHAIN LINK
 FO1304'FENCE ON THE LEFT, ENTRANCE TO THE WEST SIDE COMMUNITY
 FO1304'CENTER.  TURN LEFT PASS THROUGH THE GATE AND GO IN A
 FO1304'NORTHEASTERLY DIRECTION ACROSS A PLAYING FIELD TO THE
 FO1304'SOUTHEAST CORNER OF SOME FENCED IN BASKET BALL COURTS AND
 FO1304'THE STATION.
 FO1304'
 FO1304'THE STATION MARK IS A STANDARD DISK STAMPED COMMUNITY 1969,
 FO1304'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 FO1304'WHICH IS FLUSH WITH THE GROUND.  IT IS 79.5 FEET EAST-SOUTHEAST
 FO1304'OF THE CENTER OF THE SOUTH ENTRANCE GATE TO THE BASKET BALL
 FO1304'COURTS, 63.7 FEET SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF
 FO1304'THE COURTS AND 13 FEET WEST OF A CHAIN LINK FENCE.
 FO1304'
 FO1304'REFERENCE MARK 1 IS A STANDARD DISK STAMPED COMMUNITY NO 1
 FO1304'1969, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 FO1304'WHICH IS FLUSH WITH THE GROUND.  IT IS 1.7 FEET WEST OF THE CHAIN
 FO1304'LINK FENCE.
 FO1304'
 FO1304'REFERENCE MARK 2 IS A STANDARD DISK STAMPED COMMUNITY NO 2
 FO1304'1969, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 FO1304'WHICH PROJECTS 1 INCH ABOVE THE GROUND.  IT IS 27.5 FEET WEST
 FO1304'OF THE CENTER OF THE SOUTH GATE TO THE BASKET BALL COURTS,
 FO1304'24.7 FEET EAST OF THE SOUTHWEST CORNER OF THE COURTS, 3.8
 FO1304'FEET SOUTH OF A CHAIN LINK FENCE AND 3.5 FEET SOUTHWEST OF A
 FO1304'FLOOD LAMP POLE.
 FO1304'
 FO1304'NO SUITABLE LOCATION WAS FOUND FOR AN AZIMUTH MARK.
 FO1304'
 FO1304'HEIGHT OF LIGHT ABOVE STATION MARK 26.3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0651 ***********************************************************************
 GL0651  DESIGNATION -  COMYFORD
 GL0651  PID         -  GL0651
 GL0651  STATE/COUNTY-  NM/UNION
 GL0651  USGS QUAD   -  BLACK CANYON (1966)
 GL0651
 GL0651                         *CURRENT SURVEY CONTROL
 GL0651  ___________________________________________________________________
 GL0651* NAD 83(1992)-  36 23 41.34992(N)    103 27 56.77358(W)     ADJUSTED  
 GL0651* NAVD 88     -      1685.385  (meters)    5529.47   (feet)  ADJUSTED  
 GL0651  ___________________________________________________________________
 GL0651  LAPLACE CORR-          -7.89  (seconds)                    DEFLEC99
 GL0651  GEOID HEIGHT-         -20.93  (meters)                     GEOID03
 GL0651  DYNAMIC HT  -        1683.350 (meters)    5522.79  (feet)  COMP
 GL0651  MODELED GRAV-     979,364.3   (mgal)                       NAVD 88
 GL0651
 GL0651  HORZ ORDER  -  SECOND
 GL0651  VERT ORDER  -  SECOND    CLASS 0
 GL0651
 GL0651.The horizontal coordinates were established by classical geodetic methods
 GL0651.and adjusted by the National Geodetic Survey in December 1993..
 GL0651
 GL0651.The orthometric height was determined by differential leveling
 GL0651.and adjusted by the National Geodetic Survey in June 1991..
 GL0651
 GL0651.The Laplace correction was computed from DEFLEC99 derived deflections.
 GL0651
 GL0651.The geoid height was determined by GEOID03.
 GL0651
 GL0651.The dynamic height is computed by dividing the NAVD 88
 GL0651.geopotential number by the normal gravity value computed on the
 GL0651.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0651.degrees latitude (g = 980.6199 gals.).
 GL0651
 GL0651.The modeled gravity was interpolated from observed gravity values.
 GL0651
 GL0651;                    North         East     Units Scale Factor Converg.
 GL0651;SPC NM E     -   598,673.782   242,824.719   MT  0.99998369   +0 30 53.2
 GL0651;SPC NM E     - 1,964,148.90    796,667.43   sFT  0.99998369   +0 30 53.2
 GL0651;UTM  13      - 4,028,834.318   637,588.842   MT  0.99983324   +0 54 37.7
 GL0651
 GL0651!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GL0651!SPC NM E     -   0.99973884  x   0.99998369  =   0.99972254
 GL0651!UTM  13      -   0.99973884  x   0.99983324  =   0.99957213
 GL0651
 GL0651|---------------------------------------------------------------------|
 GL0651| PID    Reference Object                     Distance      Geod. Az  |
 GL0651|                                                           dddmmss.s |
 GL0651| GL0650 COMYFORD RM 1                        41.081 METERS 07828     |
 GL0651| GL0652 COMYFORD RM 2                        35.084 METERS 28342     |
 GL0651| GL0653 COMYFORD AZ MK                                     3165637.7 |
 GL0651|---------------------------------------------------------------------|
 GL0651
 GL0651                          SUPERSEDED SURVEY CONTROL
 GL0651
 GL0651  NAD 83(1986)-  36 23 41.35927(N)    103 27 56.77011(W) AD(       ) 2
 GL0651  NAD 27      -  36 23 41.25900(N)    103 27 54.94950(W) AD(       ) 2
 GL0651  NGVD 29 (??/??/92) 1684.597  (m)         5526.88   (f) ADJ UNCH    2 0
 GL0651
 GL0651.Superseded values are not recommended for survey control.
 GL0651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0651.See file dsdata.txt to determine how the superseded data were derived.
 GL0651
 GL0651_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA3758928834(NAD 83)
 GL0651_MARKER: DS = TRIANGULATION STATION DISK
 GL0651_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0651_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0651_STAMPING: COMYFORD 1935
 GL0651_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0651+STABILITY: SURFACE MOTION
 GL0651
 GL0651  HISTORY     - Date     Condition        Report By
 GL0651  HISTORY     - 1935     MONUMENTED       CGS
 GL0651  HISTORY     - 1955     GOOD             CGS
 GL0651  HISTORY     - 1955     GOOD             NGS
 GL0651  HISTORY     - 1960     GOOD             CGS
 GL0651  HISTORY     - 1970     GOOD             DMA
 GL0651
 GL0651                          STATION DESCRIPTION
 GL0651
 GL0651'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 GL0651'LOCATED 16 MILES AIR LINE WEST-SOUTHWEST OF CLAYTON, ABOUT 9
 GL0651'MILES AIR LINE SOUTH OF DORA, ON PASTURE LAND, 0.3 MILE EAST OF
 GL0651'TWO SHALLOW LAKES, 0.4 MILE NORTHWEST OF A LONG, SHALLOW LAKE,
 GL0651'0.2 MILE WEST OF OLD COMYFORD PLACE NOW OCCUPIED BY H.D. AMES,
 GL0651'0.2 MILE EAST OF THE SOUTHERN END OF THE SECTION-LINE ROAD
 GL0651'RUNNING NORTH, 54 FEET SOUTH OF THE CENTER OF THE SECTION-LINE
 GL0651'TRACK ROAD, AND 29 FEET, SOUTH OF A FENCE.  TO REACH FROM
 GL0651'THE COURTHOUSE IN CLAYTON DRIVE WEST AND SOUTH ON
 GL0651'STATE HIGHWAY 58 FOR 19 MILES TO POINT WHERE THE ROAD VEERS
 GL0651'DIAGONALLY TO THE LEFT OR SOUTHWEST, LEAVE THE HIGHWAY AND
 GL0651'CONTINUE STRAIGHT AHEAD (WEST) ON GRADED ROAD 0.4 MILE, GO RIGHT
 GL0651'(NORTH) 0.1 MILE ON A TRACK ROAD, AT DUGAN MAIL BOX BEAR LEFT
 GL0651'(NORTHWEST) ON THE TRACK ROAD 0.7 MILE, AT 50 YARDS NORTH OF
 GL0651'A MAIL BOX AND 100 YARDS NORTHEAST OF A FARMHOUSE GO LEFT
 GL0651'(WEST) 0.6 MILE.  PASS THROUGH WIRE GATE AND GO ON MAIN TRACK
 GL0651'ROAD NORTHWESTERLY 0.8 MILE.  AT A FENCE CORNER JUST NORTHEAST
 GL0651'OF OLD COMYFORD PLACE GO LEFT (WEST) 0.3 MILE ALONG TRACK
 GL0651'SECTION-LINE ROAD TO THE STATION.  TO REACH FROM DORA, GO
 GL0651'ON POOR, SECTION-LINE ROADS SOUTH 6 MILES, EAST 1/2 MILE, SOUTH 3
 GL0651'1/2 MILES AND EAST 0.2 MILE.  THE SURFACE, UNDERGROUND,
 GL0651'REFERENCE, AND AZIMUTH MARKS ARE STANDARD DISK SET IN CONCRETE.
 GL0651'REFERENCE MARK NO. 1 IS
 GL0651'24 FEET SOUTH OF THE CENTER OF SECTION-LINE ROAD, 1 FOOT SOUTH OF
 GL0651'A FENCE AND 134.80 FEET FROM STATION.
 GL0651'NO. 2 IS 24 FEET SOUTH OF CENTER OF SECTION-LINE ROAD, 1 FOOT
 GL0651'SOUTH OF A FENCE AND 115.14 FEET FROM STATION.
 GL0651'THE AZIMUTH MARK IS 24 FEET EAST OF SECTION-LINE ROAD, 1
 GL0651'FOOT WEST OF A FENCE AND 0.3 MILE FROM STATION.
 GL0651
 GL0651                          STATION RECOVERY (1955)
 GL0651
 GL0651'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (HDR)
 GL0651'15.6 MILES SOUTHWEST ALONG STATE HIGHWAY 58 FROM THE COLORADO
 GL0651'AND SOUTHERN RAILROAD STATION AT CLAYTON, THENCE 0.8 MILE NORTH
 GL0651'ALONG OLD STATE HIGHWAY 58, THENCE 1.4 MILES NORTHWEST ALONG A
 GL0651'TRACK ROAD, THENCE 0.9 MILE WEST ALONG A TRACK ROAD, 0.15 MILE
 GL0651'NORTHWEST OF AN ABANDONED STONE BUILDING, 0.2 MILE SOUTHEAST
 GL0651'OF THE SOUTHEAST EDGE OF A SMALL POND, 67 FEET SOUTH OF THE
 GL0651'CENTER LINE OF A TRACK ROAD, ON TOP OF A RIDGE, A
 GL0651'TRIANGULATION STATION DISK SET IN THE TOP OF A CONCRETE POST
 GL0651'WHICH IS FLUSH WITH THE GROUND, STAMPED COMYFORD 1935.
 GL0651'
 GL0651'COMYFORD R.M. 1 IS 134.7 FEET EAST OF TRIANGULATION STATION STATION
 GL0651'COMYFORD 1935, ON TOP OF A RIDGE, 0.1 MIEL NORTHWEST OF A STONE
 GL0651'BUILDING, 43 FEET SOUTH OF THE CENTER LINE OF A TRACK ROAD, A
 GL0651'REFERENCE MARK DISK SET IN THE TOP OF A CONCRETE POST WHICH
 GL0651'PROJECTS 0.4 FOOT ABOVE THE GROUND, STAMPED COMYFORD NO 1 1935.
 GL0651'
 GL0651'COMYFORD R.M. 2 IS 115.0 FEET NORTHWEST OF TRIANGULATION
 GL0651'STATION COMYFORD 1935, 0.15 MILE WEST OF AN ABANDONED STONE
 GL0651'BUILDING, 48 FEET SOUTH OF THE CENTER LINE OF A TRACK ROAD, A
 GL0651'REFERENCE MARK DISK SET IN THE TOP OF A CONCRETE POST WHICH
 GL0651'PROJECTS 0.3 FOOT ABOVE THE GROUND, STAMPED COMYFORD NO 2 1935.
 GL0651'
 GL0651'COMYFORD 1935 AZIMUTH IS 0.3 MILE NORTHWEST OF TRIANGULATION
 GL0651'STATION COMYFORD 1935, 0.1 MILE NORTHWEST OF THE NORTHWEST EDGE
 GL0651'OF A SMALL POND, 41 FEET EAST OF THE CENTER LINE OF A DIM TRACK
 GL0651'ROAD, 130 FEET SOUTH OF A FENCE CORNER, IN LINE WITH A FENCE
 GL0651'LEADING NORTH, A REFERENCE MARK DISK SET IN THE TOP OF A CONCRETE
 GL0651'POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND, STAMPED COMYFORD
 GL0651'1935 AZIMUTH.
 GL0651
 GL0651                          STATION RECOVERY (1955)
 GL0651
 GL0651'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 GL0651'18.7 MI SW FROM CLAYTON.
 GL0651'15.6 MILES SOUTHWEST ALONG STATE HIGHWAY 58 FROM THE COLORADO AND
 GL0651'SOUTHERN RAILROAD STATION AT CLAYTON, THENCE 0.8 MILE NORTH ALONG OLD
 GL0651'STATE HIGHWAY 58, THENCE 1.4 MILES NORTHWEST ALONG A TRACK ROAD,
 GL0651'THENCE 0.9 MILE WEST ALONG A TRACK ROAD, 0.15 MILE NORTHWEST OF AN
 GL0651'ABANDONED STONE BUILDING, 0.2 MILE SOUTHEAST OF THE SOUTHEAST EDGE OF
 GL0651'A SMALL POND, 67 FEET SOUTH OF THE CENTER LINE OF A TRACK ROAD, ON TOP
 GL0651'OF A RIDGE, SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE
 GL0651'GROUND.
 GL0651
 GL0651                          STATION RECOVERY (1960)
 GL0651
 GL0651'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HWK)
 GL0651'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2
 GL0651'AND THE AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.
 GL0651'THE DIRECTIONS TO THE MARKS WERE VERIFIED.  THE DISTANCE TO
 GL0651'REFERENCE MARK NO. 1 WAS FOUND TO BE .09 FOOT LONGER THAN
 GL0651'PREVIOUSLY MEASURED.  THE DISTANCE TO REFERENCE MARK NO. 2 WAS
 GL0651'FOUND TO BE .11 FOOT LONGER THAN PREVIOUSLY MEASURED.
 GL0651'
 GL0651'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 GL0651'
 GL0651'THE STATION IS APPROXIMATELY 16 MILES WEST OF CLAYTON, 8-1/2
 GL0651'MILES SOUTH OF MT. DORA, IN THE NORTHWEST CORNER OF SECTION 19,
 GL0651'T 25 N, R 33 E, AND IN PASTURE LAND OWNED BY MR. DEWEY GANN.
 GL0651'
 GL0651'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 87, 64
 GL0651'AND 56 IN CLAYTON, GO WESTERLY ON HIGHWAY 56 FOR 14.0 MILES TO
 GL0651'WHERE THE HIGHWAY STARTS TO CURVE TO THE LEFT AND A GRADED ROAD
 GL0651'GOES STRAIGHT AHEAD.  CONTINUE STRAIGHT AHEAD, WEST, ON THE GRADED
 GL0651'ROAD FOR 1.0 MILE TO A T-INTERSECTION.  TURN RIGHT AND GO
 GL0651'NORTHWEST THROUGH PASTURE ON THE MAIN ROAD FOR 1.45 MILES TO A
 GL0651'CROSSROAD.  TURN LEFT, CROSS THE CATTLE GUARD AND GO WEST ON
 GL0651'THE GRADED ROAD FOR 0.8 MILE TO THE STATION ON THE LEFT.
 GL0651'(CONTINUE WEST ON THE GRADED ROAD FOR 0.2 MILE TO A DIM TRACK
 GL0651'ROAD ON THE RIGHT.  TURN RIGHT, NORTH, ON THE TRACK ROAD,
 GL0651'PASSING TO THE WEST SIDE OF A POND, FOR 0.15 MILE TO THE
 GL0651'AZIMUTH MARK ON THE RIGHT JUST BEFORE REACHING A FENCE
 GL0651'CORNER.)
 GL0651'
 GL0651'STATION MARK, A STANDARD DISK STAMPED COMYFORD 1935, IS SET IN A
 GL0651'SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS 86 FEET
 GL0651'SOUTH OF THE CENTER OF THE GRADED ROAD AND 4 FEET NORTH OF A METAL
 GL0651'WITNESS POST.
 GL0651'
 GL0651'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED COMYFORD NO 1 1935,
 GL0651'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS
 GL0651'APPROXIMATELY 0.1 MILE WEST OF AN ABANDONED STONE BUILDING AND 63
 GL0651'FEET SOUTH OF THE CENTER OF THE GRADED ROAD.
 GL0651'
 GL0651'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED COMYFORD NO 2
 GL0651'1935, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.
 GL0651'IT IS APPROXIMATELY 0.15 MILE WEST OF THE ABANDONED STONE BUILDING
 GL0651'AND 56 FEET SOUTH OF THE CENTER OF THE GRADED ROAD.
 GL0651'
 GL0651'AZIMUTH MARK, IS A STANDARD REFERENCE MARK DISK STAMPED COMYFORD
 GL0651'AZIMUTH 1935, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 6
 GL0651'INCHES.  IT IS 130 FEET SOUTH OF A FENCE CORNER, 25 FEET EAST OF
 GL0651'THE DIM TRACK ROAD AND 1.5 FEET SOUTHEAST OF A METAL WITNESS POST.
 GL0651'
 GL0651'NOTE.  REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
 GL0651'
 GL0651'A 8 FOOT STAND WAS USED.
 GL0651
 GL0651                          STATION RECOVERY (1970)
 GL0651
 GL0651'RECOVERY NOTE BY DEFENSE MAP AGENCY 1970 (CCS)
 GL0651'STATION MARK, AZIMUTH MARK AND REFERENCES MARKS WERE FOUND IN
 GL0651'GOOD CONDITION AND THE DESCRIPTION IS ADEQUATE.
 GL0651'
 GL0651'ELEVATION WAS ESTABLISHED IN 1955.
 GL0651'GRAVITY MEASUREMENTS ARE BEING MADE AT THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0653 ***********************************************************************
 GL0653  DESIGNATION -  COMYFORD AZ MK
 GL0653  PID         -  GL0653
 GL0653  STATE/COUNTY-  NM/UNION
 GL0653  USGS QUAD   -  BLACK CANYON (1966)
 GL0653
 GL0653                         *CURRENT SURVEY CONTROL
 GL0653  ___________________________________________________________________
 GL0653* NAD 83(1986)-  36 23 50.     (N)    103 28 08.     (W)     SCALED    
 GL0653* NAVD 88     -      1685.784  (meters)    5530.78   (feet)  ADJUSTED  
 GL0653  ___________________________________________________________________
 GL0653  GEOID HEIGHT-         -20.91  (meters)                     GEOID03
 GL0653  DYNAMIC HT  -        1683.748 (meters)    5524.10  (feet)  COMP
 GL0653  MODELED GRAV-     979,364.0   (mgal)                       NAVD 88
 GL0653
 GL0653  VERT ORDER  -  SECOND    CLASS 0
 GL0653
 GL0653.The horizontal coordinates were scaled from a topographic map and have
 GL0653.an estimated accuracy of +/- 6 seconds.
 GL0653
 GL0653.The orthometric height was determined by differential leveling
 GL0653.and adjusted by the National Geodetic Survey in June 1991..
 GL0653
 GL0653.The geoid height was determined by GEOID03.
 GL0653
 GL0653.The dynamic height is computed by dividing the NAVD 88
 GL0653.geopotential number by the normal gravity value computed on the
 GL0653.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0653.degrees latitude (g = 980.6199 gals.).
 GL0653
 GL0653.The modeled gravity was interpolated from observed gravity values.
 GL0653
 GL0653;                    North         East    Units  Estimated Accuracy
 GL0653;SPC NM E     -   598,940.      242,540.      MT  (+/- 180 meters Scaled)
 GL0653
 GL0653                          SUPERSEDED SURVEY CONTROL
 GL0653
 GL0653  NGVD 29 (??/??/92) 1684.995  (m)         5528.19   (f) ADJ UNCH    2 0
 GL0653
 GL0653.Superseded values are not recommended for survey control.
 GL0653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0653.See file dsdata.txt to determine how the superseded data were derived.
 GL0653
 GL0653_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA373290(NAD 83)
 GL0653_MARKER: DZ = AZIMUTH MARK DISK
 GL0653_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0653_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0653_STAMPING: COMYFORD 1935 AZIMUTH
 GL0653_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0653+STABILITY: SURFACE MOTION
 GL0653
 GL0653  HISTORY     - Date     Condition        Report By
 GL0653  HISTORY     - 1935     MONUMENTED       CGS
 GL0653  HISTORY     - 1955     GOOD             NGS
 GL0653
 GL0653                          STATION DESCRIPTION
 GL0653
 GL0653'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GL0653'19.1 MI SW FROM CLAYTON.
 GL0653'15.6 MILES SOUTHWEST ALONG STATE HIGHWAY 58 FROM THE COLORADO AND
 GL0653'SOUTHERN RAILROAD STATION AT CLAYTON, THENCE 0.8 MILE NORTH ALONG OLD
 GL0653'STATE HIGHWAY 58, THENCE 1.4 MILES NORTHWEST ALONG A TRACK ROAD,
 GL0653'THENCE 1.1 MILES WEST ALONG A TRACK ROAD, THENCE 0.2 MILE NORTH ALONG
 GL0653'A DIM TRACK ROAD, 0.3 MILE NORTHWEST OF TRIANGULATION STATION COMYFORD
 GL0653'1935, 0.1 MILE NORTHWEST OF THE NORTHWEST EDGE OF A SMALL POND, 41
 GL0653'FEET EAST OF THE CENTER LINE OF A DIM TRACK ROAD, 130 FEET SOUTH OF A
 GL0653'FENCE CORNER, IN LINE WITH A FENCE LEADING NORTH, SET IN THE TOP OF A
 GL0653'CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0650 ***********************************************************************
 GL0650  DESIGNATION -  COMYFORD RM 1
 GL0650  PID         -  GL0650
 GL0650  STATE/COUNTY-  NM/UNION
 GL0650  USGS QUAD   -  BLACK CANYON (1966)
 GL0650
 GL0650                         *CURRENT SURVEY CONTROL
 GL0650  ___________________________________________________________________
 GL0650* NAD 83(1986)-  36 23 41.     (N)    103 27 56.     (W)     SCALED    
 GL0650* NAVD 88     -      1685.262  (meters)    5529.06   (feet)  ADJUSTED  
 GL0650  ___________________________________________________________________
 GL0650  GEOID HEIGHT-         -20.93  (meters)                     GEOID03
 GL0650  DYNAMIC HT  -        1683.227 (meters)    5522.39  (feet)  COMP
 GL0650  MODELED GRAV-     979,364.3   (mgal)                       NAVD 88
 GL0650
 GL0650  VERT ORDER  -  SECOND    CLASS 0
 GL0650
 GL0650.The horizontal coordinates were scaled from a topographic map and have
 GL0650.an estimated accuracy of +/- 6 seconds.
 GL0650
 GL0650.The orthometric height was determined by differential leveling
 GL0650.and adjusted by the National Geodetic Survey in June 1991..
 GL0650
 GL0650.The geoid height was determined by GEOID03.
 GL0650
 GL0650.The dynamic height is computed by dividing the NAVD 88
 GL0650.geopotential number by the normal gravity value computed on the
 GL0650.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0650.degrees latitude (g = 980.6199 gals.).
 GL0650
 GL0650.The modeled gravity was interpolated from observed gravity values.
 GL0650
 GL0650;                    North         East    Units  Estimated Accuracy
 GL0650;SPC NM E     -   598,660.      242,840.      MT  (+/- 180 meters Scaled)
 GL0650
 GL0650                          SUPERSEDED SURVEY CONTROL
 GL0650
 GL0650  NGVD 29 (??/??/92) 1684.474  (m)         5526.48   (f) ADJ UNCH    2 0
 GL0650
 GL0650.Superseded values are not recommended for survey control.
 GL0650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0650.See file dsdata.txt to determine how the superseded data were derived.
 GL0650
 GL0650_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA376288(NAD 83)
 GL0650_MARKER: DR = REFERENCE MARK DISK
 GL0650_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0650_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0650_STAMPING: COMYFORD NO 1 1935
 GL0650_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0650+STABILITY: SURFACE MOTION
 GL0650
 GL0650  HISTORY     - Date     Condition        Report By
 GL0650  HISTORY     - 1935     MONUMENTED       CGS
 GL0650  HISTORY     - 1955     GOOD             NGS
 GL0650
 GL0650                          STATION DESCRIPTION
 GL0650
 GL0650'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GL0650'18.7 MI SW FROM CLAYTON.
 GL0650'15.6 MILES SOUTHWEST ALONG STATE HIGHWAY 58 FROM THE COLORADO AND
 GL0650'SOUTHERN RAILROAD STATION AT CLAYTON, THENCE 0.8 MILE NORTH ALONG OLD
 GL0650'STATE HIGHWAY 58, THENCE 1.4 MILES NORTHWEST ALONG A TRACK ROAD,
 GL0650'THENCE 0.9 MILE WEST ALONG A TRACK ROAD, ON TOP OF A RIDGE, 0.1 MILE
 GL0650'NORTHWEST OF A STONE BUILDING, 43 FEET SOUTH OF THE CENTER LINE OF A
 GL0650'TRACK ROAD, 134.7 FEET EAST OF TRIANGULATION STATION COMYFORD 1935,
 GL0650'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE
 GL0650'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0652 ***********************************************************************
 GL0652  DESIGNATION -  COMYFORD RM 2
 GL0652  PID         -  GL0652
 GL0652  STATE/COUNTY-  NM/UNION
 GL0652  USGS QUAD   -  BLACK CANYON (1966)
 GL0652
 GL0652                         *CURRENT SURVEY CONTROL
 GL0652  ___________________________________________________________________
 GL0652* NAD 83(1986)-  36 23 41.     (N)    103 27 56.     (W)     SCALED    
 GL0652* NAVD 88     -      1685.257  (meters)    5529.05   (feet)  ADJUSTED  
 GL0652  ___________________________________________________________________
 GL0652  GEOID HEIGHT-         -20.93  (meters)                     GEOID03
 GL0652  DYNAMIC HT  -        1683.222 (meters)    5522.37  (feet)  COMP
 GL0652  MODELED GRAV-     979,364.3   (mgal)                       NAVD 88
 GL0652
 GL0652  VERT ORDER  -  SECOND    CLASS 0
 GL0652
 GL0652.The horizontal coordinates were scaled from a topographic map and have
 GL0652.an estimated accuracy of +/- 6 seconds.
 GL0652
 GL0652.The orthometric height was determined by differential leveling
 GL0652.and adjusted by the National Geodetic Survey in June 1991..
 GL0652
 GL0652.The geoid height was determined by GEOID03.
 GL0652
 GL0652.The dynamic height is computed by dividing the NAVD 88
 GL0652.geopotential number by the normal gravity value computed on the
 GL0652.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0652.degrees latitude (g = 980.6199 gals.).
 GL0652
 GL0652.The modeled gravity was interpolated from observed gravity values.
 GL0652
 GL0652;                    North         East    Units  Estimated Accuracy
 GL0652;SPC NM E     -   598,660.      242,840.      MT  (+/- 180 meters Scaled)
 GL0652
 GL0652                          SUPERSEDED SURVEY CONTROL
 GL0652
 GL0652  NGVD 29 (??/??/92) 1684.469  (m)         5526.46   (f) ADJ UNCH    2 0
 GL0652
 GL0652.Superseded values are not recommended for survey control.
 GL0652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0652.See file dsdata.txt to determine how the superseded data were derived.
 GL0652
 GL0652_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA376288(NAD 83)
 GL0652_MARKER: DR = REFERENCE MARK DISK
 GL0652_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0652_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0652_STAMPING: COMYFORD NO 2 1935
 GL0652_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0652+STABILITY: SURFACE MOTION
 GL0652
 GL0652  HISTORY     - Date     Condition        Report By
 GL0652  HISTORY     - 1935     MONUMENTED       CGS
 GL0652  HISTORY     - 1955     GOOD             NGS
 GL0652
 GL0652                          STATION DESCRIPTION
 GL0652
 GL0652'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GL0652'18.7 MI SW FROM CLAYTON.
 GL0652'15.6 MILES SOUTHWEST ALONG STATE HIGHWAY 58 FROM THE COLORADO AND
 GL0652'SOUTHERN RAILROAD STATION AT CLAYTON, THENCE 0.8 MILE NORTH ALONG OLD
 GL0652'STATE HIGHWAY 58, THENCE 1.4 MILES NORTHWEST ALONG A TRACK ROAD,
 GL0652'THENCE 0.9 MILE WEST ALONG A TRACK ROAD, 0.15 MILE WEST OF AN
 GL0652'ABANDONED STONE BUILDING, 115.0 FEET NORTHWEST OF TRIANGULATION
 GL0652'STATION COMYFORD 1935, 48 FEET SOUTH OF THE CENTER LINE OF A TRACK
 GL0652'ROAD, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE
 GL0652'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ1103 ***********************************************************************
 EQ1103  DESIGNATION -  CONANTS
 EQ1103  PID         -  EQ1103
 EQ1103  STATE/COUNTY-  NM/SOCORRO
 EQ1103  USGS QUAD   -  SIERRA LARGA NORTH (1972)
 EQ1103
 EQ1103                         *CURRENT SURVEY CONTROL
 EQ1103  ___________________________________________________________________
 EQ1103* NAD 83(1992)-  34 14 39.58137(N)    106 35 36.66149(W)     ADJUSTED  
 EQ1103* NAVD 88     -      1906.7    (meters)    6256.     (feet)  VERTCON   
 EQ1103  ___________________________________________________________________
 EQ1103  LAPLACE CORR-           5.08  (seconds)                    DEFLEC99
 EQ1103  GEOID HEIGHT-         -21.00  (meters)                     GEOID03
 EQ1103
 EQ1103  HORZ ORDER  -  THIRD
 EQ1103
 EQ1103.The horizontal coordinates were established by classical geodetic methods
 EQ1103.and adjusted by the National Geodetic Survey in December 1993..
 EQ1103
 EQ1103.The NAVD 88 height was computed by applying the VERTCON shift value to
 EQ1103.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EQ1103
 EQ1103.The Laplace correction was computed from DEFLEC99 derived deflections.
 EQ1103
 EQ1103.The geoid height was determined by GEOID03.
 EQ1103
 EQ1103;                    North         East     Units Scale Factor Converg.
 EQ1103;SPC NM C     -   359,806.518   468,358.493   MT  0.99991234   -0 11 35.9
 EQ1103;SPC NM C     - 1,180,465.22  1,536,606.16   sFT  0.99991234   -0 11 35.9
 EQ1103;UTM  13      - 3,790,395.611   353,257.819   MT  0.99986544   -0 53 48.7
 EQ1103
 EQ1103!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EQ1103!SPC NM C     -   0.99970407  x   0.99991234  =   0.99961644
 EQ1103!UTM  13      -   0.99970407  x   0.99986544  =   0.99956955
 EQ1103
 EQ1103                          SUPERSEDED SURVEY CONTROL
 EQ1103
 EQ1103  NAD 83(1992)-  34 14 39.58729(N)    106 35 36.66165(W) AD(       ) 3
 EQ1103  NGVD 29 (01/22/92) 1905.9    (m)         6253.     (f) VERT ANG       
 EQ1103
 EQ1103.Superseded values are not recommended for survey control.
 EQ1103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ1103.See file dsdata.txt to determine how the superseded data were derived.
 EQ1103
 EQ1103_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT5325890396(NAD 83)
 EQ1103_MARKER: DS = TRIANGULATION STATION DISK
 EQ1103_SETTING: 66 = SET IN ROCK OUTCROP
 EQ1103_SP_SET: SET IN ROCK OUTCROP
 EQ1103_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EQ1103+STABILITY: POSITION/ELEVATION WELL
 EQ1103
 EQ1103  HISTORY     - Date     Condition        Report By
 EQ1103  HISTORY     - 1949     MONUMENTED       USGS
 EQ1103
 EQ1103                          STATION DESCRIPTION
 EQ1103
 EQ1103'DESCRIBED BY US GEOLOGICAL SURVEY 1949
 EQ1103'STATION LOCATED APPROXIMATELY 17.0 MI. AIRLINE E. OF SAN ACACIA,
 EQ1103'NEW MEXICO, AND 16.0 MI. SE. OF LA JOYA, NEW MEXICO, IN THE SE. PART
 EQ1103'OF THE SEVILLETA GRANT, ON TOP OF NW. NOSE OF MESA.
 EQ1103'
 EQ1103'TO REACH FROM STORE AT BERNARDO, NEW MEXICO, GO E. ON U.S. HIGHWAY 60
 EQ1103'9.1 MI. TO RANCH RD. S., THENCE RIGHT (S.) ALONG RD. 1.2 MI. TO TRACK
 EQ1103'RD. SE., CONTINUE ON S. 0.2 MI. TO CATTLEGUARD AND T-RD. E., CONTINUE
 EQ1103'ON S. 1.95 MI. TO RD. FORK NE., CONTINUE ON S. ALONG RD. 3.7 MI. TO
 EQ1103'Y-FORK, TAKE LEFT FORK SE. 1.75 MI. TO T-RD. E., CONTINUE ON S. ALONG
 EQ1103'RD. THROUGH WIRE GATE, 3.5 MI. TO RD. FORK, TAKE LEFT FORK E. 2.65 MI.
 EQ1103'TO RD. FORK, GO RIGHT (E.) 0.9 MI. TO CATTLEGUARD, CONTINUE ON E. 0.7
 EQ1103'MI. TO RD. FORK, TAKE RIGHT FORK ESE. 1.65 MI. TO WINDMILL ON W. SIDE
 EQ1103'OF RD., CONTINUE ON E. 0.85 MI. TO DIM TRAIL FORK S. (FORK IS
 EQ1103'APPROXIMATELY 100 FT. SSE. OF DRAIN CROSSING).  FROM THIS POINT PACK
 EQ1103'SE. TO TOP OF RED POINT (30 MINUTE PACK) AND STATION SITE.
 EQ1103'
 EQ1103'RECOVERED BY USGS IN 1972 VIA HELICOPTER.
 EQ1103'
 EQ1103'STATION MARK--STANDARD TABLET STAMPED---CONANTS 1949---, CEMENTED IN
 EQ1103'ROCK OUTCROP.
 EQ1103'
 EQ1103'REFERENCE MARK NO. 1--STANDARD REFERENCE TABLET STAMPED---CONANTS
 EQ1103'NO. 1---, CEMENTED IN ROCK OUTCROP, 16.60 FT. N. OF STATION MARK IN
 EQ1103'
 EQ1103'REFERENCE MARK NO. 2--STANDARD REFERENCE TABLET STAMPED---CONANTS
 EQ1103'NO. 2---, CEMENTED IN ROCK OUTCROP, 22.10 FT. E. OF STATION MARK IN
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0455 ***********************************************************************
 FN0455  DESIGNATION -  CONCHAS
 FN0455  PID         -  FN0455
 FN0455  STATE/COUNTY-  NM/SAN MIGUEL
 FN0455  USGS QUAD   -  CONCHAS DAM (1968)
 FN0455
 FN0455                         *CURRENT SURVEY CONTROL
 FN0455  ___________________________________________________________________
 FN0455* NAD 83(1992)-  35 23 40.44570(N)    104 10 47.94527(W)     ADJUSTED  
 FN0455* NAVD 88     -      1292.91   (+/-2cm)    4241.8    (feet)  VERTCON   
 FN0455  ___________________________________________________________________
 FN0455  LAPLACE CORR-          -3.22  (seconds)                    DEFLEC99
 FN0455  GEOID HEIGHT-         -22.17  (meters)                     GEOID03
 FN0455
 FN0455  HORZ ORDER  -  THIRD
 FN0455  VERT ORDER  -  THIRD ? (See Below)
 FN0455
 FN0455.The horizontal coordinates were established by classical geodetic methods
 FN0455.and adjusted by the National Geodetic Survey in December 1993..
 FN0455
 FN0455.The NAVD 88 height was computed by applying the VERTCON shift value to
 FN0455.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FN0455.The vertical order pertains to the NGVD 29 superseded value.
 FN0455
 FN0455.The Laplace correction was computed from DEFLEC99 derived deflections.
 FN0455
 FN0455.The geoid height was determined by GEOID03.
 FN0455
 FN0455;                    North         East     Units Scale Factor Converg.
 FN0455;SPC NM E     -   487,360.123   178,930.115   MT  0.99991148   +0 05 19.8
 FN0455;SPC NM E     - 1,598,947.34    587,039.89   sFT  0.99991148   +0 05 19.8
 FN0455;UTM  13      - 3,917,109.274   574,467.618   MT  0.99966834   +0 28 29.9
 FN0455
 FN0455!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FN0455!SPC NM E     -   0.99980059  x   0.99991148  =   0.99971208
 FN0455!UTM  13      -   0.99980059  x   0.99966834  =   0.99946899
 FN0455
 FN0455|---------------------------------------------------------------------|
 FN0455| PID    Reference Object                     Distance      Geod. Az  |
 FN0455|                                                           dddmmss.s |
 FN0455| FN0456 CONCHAS RM                            4.026 METERS 07235     |
 FN0455| FN0451 CONCHAS DAM USCEC S PARK TANK       APPROX. 3.3 KM 2102149.3 |
 FN0455| CJ6958 CONCHAS AZ MK                                      3142558.6 |
 FN0455| CJ6959 CONCHAS RM 1                         14.921 METERS 35111     |
 FN0455|---------------------------------------------------------------------|
 FN0455
 FN0455                          SUPERSEDED SURVEY CONTROL
 FN0455
 FN0455  NAD 83(1986)-  35 23 40.45389(N)    104 10 47.94111(W) AD(       ) 3
 FN0455  NAD 27      -  35 23 40.27920(N)    104 10 46.02980(W) AD(       ) 3
 FN0455  NGVD 29 (07/19/86) 1292.29   (m)         4239.8    (f) LEVELING    3  
 FN0455
 FN0455.Superseded values are not recommended for survey control.
 FN0455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0455.See file dsdata.txt to determine how the superseded data were derived.
 FN0455
 FN0455_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEV7446817109(NAD 83)
 FN0455_MARKER: DS = TRIANGULATION STATION DISK
 FN0455_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FN0455
 FN0455  HISTORY     - Date     Condition        Report By
 FN0455  HISTORY     - 1960     MONUMENTED       CGS
 FN0455
 FN0455                          STATION DESCRIPTION
 FN0455
 FN0455'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (HWK)
 FN0455'THE STATION IS APPROXIMATELY 1-1/2 MILES NORTH OF STATE HIGHWAY
 FN0455'104, 0.5 MILE SOUTHEAST OF THE MAIN CONCRETE STRUCTURE OF THE
 FN0455'CONCHAS DAM AND ON THE PROPERTY OF THE U.S. GOVERNMENT.
 FN0455'
 FN0455'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 54 AND
 FN0455'STATE HIGHWAYS 104 AND 18 IN TUCUMCARI, GO NORTHWEST ON HIGHWAY
 FN0455'104 FOR 31 MILES TO A SIDE ROAD ON THE RIGHT LEADING TOWARD
 FN0455'CONCHAS DAM.  TURN RIGHT, NORTHERLY, ALONG THE TOP OF THE DAM
 FN0455'FOR 1.5 MILES TO A SIDE ROAD ON THE RIGHT AT A CURVE TO THE
 FN0455'LEFT AND THE STATION ON THE LEFT.
 FN0455'
 FN0455'STATION MARKS ARE STANDARD DISKS STAMPED CONCHAS 1960.  THE
 FN0455'SURFACE DISK IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS
 FN0455'2 INCHES.  IT IS 39.5 FEET SOUTHWEST OF THE CENTER OF A METAL
 FN0455'GATE, 29 FEET WEST OF THE CENTER LINE OF THE SURFACED ROAD,
 FN0455'4.5 FEET NORTH OF A METAL WITNESS POST.  THE UNDERGROUND DISK
 FN0455'IS SET IN AN IRREGULAR MASS OF CONCRETE 18 INCHES BELOW THE
 FN0455'SURFACE OF THE GROUND.
 FN0455'
 FN0455'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED CONCHAS NO 1 1960,
 FN0455'IS CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH IS
 FN0455'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 31 FEET WEST OF
 FN0455'THE CENTER LINE OF THE SURFACED ROAD, 26 FEET NORTHWEST OF
 FN0455'THE CENTER OF THE METAL GATE AND 20 FEET NORTH OF THE CENTER
 FN0455'OF THE TRACK ROAD.
 FN0455'
 FN0455'REFERENCE MARK NO. 2, A U.S. ENGINEERS DEPARTMENT DISK, NO
 FN0455'STAMPING ON THE MARK, IS SET IN A SQUARE CONCRETE POST WHICH
 FN0455'IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 16 FEET WEST OF
 FN0455'THE CENTER LINE OF THE SURFACED ROAD AND 1.5 FEET EAST OF AN IRON
 FN0455'PIPE WHICH PROJECTS APPROXIMATELY 18 INCHES.
 FN0455'
 FN0455'AZIMUTH MARK, A STANDARD DISK STAMPED CONCHAS 1960, IS CEMENTED
 FN0455'IN A DRILL HOLE IN THE EAST GUARD RAIL OF THE MAIN CONCRETE
 FN0455'STRUCTURE OF THE CONCHAS DAM.  IT IS 4 FEET SOUTH OF THE
 FN0455'SOUTHWEST CORNER OF THE NORTH ONE OF TWO CONTROL BUILDINGS.
 FN0455'
 FN0455'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHWEST ON
 FN0455'THE SURFACED ROAD FOR 1.0 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 FN0455'
 FN0455'NOTE--REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0451 ***********************************************************************
 FN0451  DESIGNATION -  CONCHAS DAM USCEC S PARK TANK
 FN0451  PID         -  FN0451
 FN0451  STATE/COUNTY-  NM/SAN MIGUEL
 FN0451  USGS QUAD   -  TENAJA MESA (1967)
 FN0451
 FN0451                         *CURRENT SURVEY CONTROL
 FN0451  ___________________________________________________________________
 FN0451* NAD 83(1992)-  35 22 08.12060(N)    104 11 53.97582(W)     ADJUSTED  
 FN0451* NAVD 88     -                                                        
 FN0451  ___________________________________________________________________
 FN0451  LAPLACE CORR-          -3.03  (seconds)                    DEFLEC99
 FN0451  GEOID HEIGHT-         -22.21  (meters)                     GEOID03
 FN0451
 FN0451  HORZ ORDER  -  THIRD
 FN0451
 FN0451.The horizontal coordinates were established by classical geodetic methods
 FN0451.and adjusted by the National Geodetic Survey in December 1993..
 FN0451
 FN0451
 FN0451.The Laplace correction was computed from DEFLEC99 derived deflections.
 FN0451
 FN0451.The geoid height was determined by GEOID03.
 FN0451
 FN0451;                    North         East     Units Scale Factor Converg.
 FN0451;SPC NM E     -   484,512.604   177,267.833   MT  0.99991094   +0 04 41.3
 FN0451;SPC NM E     - 1,589,605.10    581,586.22   sFT  0.99991094   +0 04 41.3
 FN0451;UTM  13      - 3,914,251.319   572,824.961   MT  0.99966536   +0 27 50.6
 FN0451
 FN0451                          SUPERSEDED SURVEY CONTROL
 FN0451
 FN0451  NAD 83(1986)-  35 22 08.12807(N)    104 11 53.97039(W) AD(       ) 4
 FN0451  NAD 27      -  35 22 07.95100(N)    104 11 52.05800(W) AD(       ) 3
 FN0451
 FN0451.Superseded values are not recommended for survey control.
 FN0451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0451.See file dsdata.txt to determine how the superseded data were derived.
 FN0451
 FN0451_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEV7282514251(NAD 83)
 FN0451_MARKER: 53 = ELEVATED TANK
 FN0451_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FN0451+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2005
 FN0451
 FN0451  HISTORY     - Date     Condition        Report By
 FN0451  HISTORY     - 1960     FIRST OBSERVED   CGS
 FN0451  HISTORY     - 20050519 GOOD             USPSQD
 FN0451
 FN0451                          STATION DESCRIPTION
 FN0451
 FN0451'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (HWK)
 FN0451'THE STATION IS THE BALL ATOP THE TANK WHICH IS LOCATED IN THE
 FN0451'CONCHAS DAM SOUTH PARK AND ALONG THE NORTH SIDE OF STATE HIGHWAY
 FN0451'104.
 FN0451'
 FN0451'THE TANK IS A STEEL STRUCTURE SUPPORTED BY FOUR LEGS AND IS
 FN0451'62 FEET HIGH.
 FN0451
 FN0451                          STATION RECOVERY (2005)
 FN0451
 FN0451'RECOVERY NOTE BY US POWER SQUADRON 2005 (RPJ)
 FN0451'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0449 ***********************************************************************
 FN0449  DESIGNATION -  CONCHAS RESERVOIR STA 1
 FN0449  PID         -  FN0449
 FN0449  STATE/COUNTY-  NM/SAN MIGUEL
 FN0449  USGS QUAD   -  TENAJA MESA (1967)
 FN0449
 FN0449                         *CURRENT SURVEY CONTROL
 FN0449  ___________________________________________________________________
 FN0449* NAD 83(1992)-  35 21 58.56216(N)    104 13 02.25732(W)     ADJUSTED  
 FN0449* NAVD 88     -      1349.     (meters)    4426.     (feet)  SCALED    
 FN0449  ___________________________________________________________________
 FN0449  LAPLACE CORR-          -3.00  (seconds)                    DEFLEC99
 FN0449  GEOID HEIGHT-         -22.18  (meters)                     GEOID03
 FN0449
 FN0449  HORZ ORDER  -  THIRD
 FN0449
 FN0449.The horizontal coordinates were established by classical geodetic methods
 FN0449.and adjusted by the National Geodetic Survey in December 1993..
 FN0449.No horizontal observational check was made to the station.
 FN0449
 FN0449.The orthometric height was scaled from a topographic map.
 FN0449
 FN0449.The Laplace correction was computed from DEFLEC99 derived deflections.
 FN0449
 FN0449.The geoid height was determined by GEOID03.
 FN0449
 FN0449;                    North         East     Units Scale Factor Converg.
 FN0449;SPC NM E     -   484,215.867   175,544.671   MT  0.99991046   +0 04 01.8
 FN0449;SPC NM E     - 1,588,631.56    575,932.81   sFT  0.99991046   +0 04 01.8
 FN0449;UTM  13      - 3,913,943.059   571,104.261   MT  0.99966230   +0 27 11.0
 FN0449
 FN0449!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FN0449!SPC NM E     -   0.99979184  x   0.99991046  =   0.99970232
 FN0449!UTM  13      -   0.99979184  x   0.99966230  =   0.99945421
 FN0449
 FN0449                          SUPERSEDED SURVEY CONTROL
 FN0449
 FN0449  NAD 83(1986)-  35 21 58.57030(N)    104 13 02.25302(W) AD(       ) 3
 FN0449  NAD 27      -  35 21 58.39350(N)    104 13 00.33890(W) AD(       ) 3
 FN0449
 FN0449.Superseded values are not recommended for survey control.
 FN0449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0449.See file dsdata.txt to determine how the superseded data were derived.
 FN0449
 FN0449_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEV7110413943(NAD 83)
 FN0449_MARKER: DD = SURVEY DISK
 FN0449_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FN0449_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FN0449_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FN0449+STABILITY: SURFACE MOTION
 FN0449
 FN0449  HISTORY     - Date     Condition        Report By
 FN0449  HISTORY     - 1960     MONUMENTED       USE
 FN0449
 FN0449                          STATION DESCRIPTION
 FN0449
 FN0449'DESCRIBED BY US ENGINEERS 1960 (HWK)
 FN0449'THE STATION IS ON THE WEST END AND HIGHEST PART OF TENAJA MESA,
 FN0449'WHICH IS ON THE SOUTH SIDE OF THE CONCHAS RESERVOIR LAKE,
 FN0449'2-1/2 MILES SOUTHWEST OF THE MAIN CONCRETE SECTION OF THE
 FN0449'CONCHAS DAM, JUST WEST OF THE CONCHAS DAM SOUTH RECREATION AREA,
 FN0449'25.5 FEET NORTHWEST OF A 4-INCH IRON PIPE AND 10 FEET WEST OF
 FN0449'THE EAST EDGE OF THE HIGHEST PART OF THE MESA.  IT IS A STANDARD
 FN0449'U.S. ENGINEERS STATION MARK STAMPED U.S. ENGINEER CONCHAS
 FN0449'RESERVOIR TRIA. STA. NO. 1 TUCUMCARI N.M., SET IN A SMALL
 FN0449'ROUND CONCRETE POST WHICH IS FLUSH WITH THE SURFACE OF THE
 FN0449'GROUND.
 FN0449'
 FN0449'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION TENAJA,
 FN0449'DISTANCE BEING 34.84 FEET (10.618 METERS) NORTH OF STATION TENAJA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0456 ***********************************************************************
 FN0456  DESIGNATION -  CONCHAS RM
 FN0456  PID         -  FN0456
 FN0456  STATE/COUNTY-  NM/SAN MIGUEL
 FN0456  USGS QUAD   -  CONCHAS DAM (1968)
 FN0456
 FN0456                         *CURRENT SURVEY CONTROL
 FN0456  ___________________________________________________________________
 FN0456* NAD 83(1992)-  35 23 40.48482(N)    104 10 47.79305(W)     ADJUSTED  
 FN0456* NAVD 88     -      1292.99   (+/-2cm)    4242.1    (feet)  VERTCON   
 FN0456  ___________________________________________________________________
 FN0456  LAPLACE CORR-          -3.22  (seconds)                    DEFLEC99
 FN0456  GEOID HEIGHT-         -22.17  (meters)                     GEOID03
 FN0456
 FN0456  HORZ ORDER  -  THIRD
 FN0456  VERT ORDER  -  THIRD ? (See Below)
 FN0456
 FN0456.The horizontal coordinates were established by classical geodetic methods
 FN0456.and adjusted by the National Geodetic Survey in December 1993..
 FN0456.No horizontal observational check was made to the station.
 FN0456
 FN0456.The NAVD 88 height was computed by applying the VERTCON shift value to
 FN0456.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FN0456.The vertical order pertains to the NGVD 29 superseded value.
 FN0456
 FN0456.The Laplace correction was computed from DEFLEC99 derived deflections.
 FN0456
 FN0456.The geoid height was determined by GEOID03.
 FN0456
 FN0456;                    North         East     Units Scale Factor Converg.
 FN0456;SPC NM E     -   487,361.335   178,933.955   MT  0.99991148   +0 05 19.8
 FN0456;SPC NM E     - 1,598,951.31    587,052.48   sFT  0.99991148   +0 05 19.8
 FN0456;UTM  13      - 3,917,110.511   574,471.448   MT  0.99966834   +0 28 30.0
 FN0456
 FN0456!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FN0456!SPC NM E     -   0.99980057  x   0.99991148  =   0.99971207
 FN0456!UTM  13      -   0.99980057  x   0.99966834  =   0.99946898
 FN0456
 FN0456                          SUPERSEDED SURVEY CONTROL
 FN0456
 FN0456  NAD 83(1986)-  35 23 40.49300(N)    104 10 47.78889(W) AD(       ) 3
 FN0456  NAD 27      -  35 23 40.31830(N)    104 10 45.87760(W) AD(       ) 3
 FN0456  NGVD 29 (07/19/86) 1292.37   (m)         4240.1    (f) LEVELING    3  
 FN0456
 FN0456.Superseded values are not recommended for survey control.
 FN0456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0456.See file dsdata.txt to determine how the superseded data were derived.
 FN0456
 FN0456_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEV7447117111(NAD 83)
 FN0456_MARKER: DD = SURVEY DISK
 FN0456_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FN0456_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FN0456_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FN0456+STABILITY: SURFACE MOTION
 FN0456
 FN0456  HISTORY     - Date     Condition        Report By
 FN0456  HISTORY     - 1960     MONUMENTED       USE
 FN0456
 FN0456                          STATION DESCRIPTION
 FN0456
 FN0456'DESCRIBED BY US ENGINEERS 1960 (HWK)
 FN0456'THE STATION IS APPROXIMATELY 1-1/2 MILES NORTH OF STATE HIGHWAY
 FN0456'104, 1/2 MILE SOUTHEAST OF THE MAIN CONCRETE STRUCTURE OF THE
 FN0456'CONCHAS DAM AND ON PROPERTY OF THE U.S. GOVERNMENT, 16 FEET
 FN0456'WEST OF THE CENTER LINE OF A SURFACED ROAD, AND 1.5 FEET EAST
 FN0456'OF AN IRON PIPE WHICH PROJECTS 18 INCHES.  THE MARK IS A U.S.
 FN0456'ENGINEERS DEPARTMENT DISK, NO STAMPING ON THE MARK, SET IN A
 FN0456'SQUARE CONCRETE POST WHICH IS FLUSH WITH THE SURFACE OF THE
 FN0456'GROUND.
 FN0456'
 FN0456'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION CONCHAS,
 FN0456'DISTANCE BEING 13.21 FEET (4.026 METERS) NORTHEAST OF STATION
 FN0456'CONCHAS.
 FN0456'
 FN0456'AN ELEVATION TIE WITH A SECOND ORDER INSTRUMENT WAS MADE TO
 FN0456'THIS MARK FROM BASE LINE 1950 (USED), (ELEVATION GIVEN BY THE
 FN0456'U.S. ENGINEERS DEPARTMENT FOR BASE LINE 1950 AS 4112.670 FEET),
 FN0456'A DISTANCE OF APPROXIMATELY 1.0 MILE NORTHEAST.
 FN0456'
 FN0456'NOTE--BASE LINE 1950 IS LOCATED IN THE SOUTH ADIT DOOR OF THE
 FN0456'CONCHAS DAM.
 FN0456'
 FN0456'THE ELEVATION OF THIS MARK IS 4239.994 FEET (1292.352 METERS).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CF0264 ***********************************************************************
 CF0264  DESIGNATION -  CONE
 CF0264  PID         -  CF0264
 CF0264  STATE/COUNTY-  NM/LUNA
 CF0264  USGS QUAD   -  FLYING W MOUNTAIN (1965)
 CF0264
 CF0264                         *CURRENT SURVEY CONTROL
 CF0264  ___________________________________________________________________
 CF0264* NAD 83(1992)-  31 57 17.64848(N)    108 01 29.04704(W)     ADJUSTED  
 CF0264* NAVD 88     -      1609.     (meters)    5279.     (feet)  SCALED    
 CF0264  ___________________________________________________________________
 CF0264  LAPLACE CORR-          -0.65  (seconds)                    DEFLEC99
 CF0264  GEOID HEIGHT-         -24.88  (meters)                     GEOID03
 CF0264
 CF0264  HORZ ORDER  -  FIRST
 CF0264
 CF0264.The horizontal coordinates were established by classical geodetic methods
 CF0264.and adjusted by the National Geodetic Survey in December 1993..
 CF0264
 CF0264.The orthometric height was scaled from a topographic map.
 CF0264
 CF0264.The Laplace correction was computed from DEFLEC99 derived deflections.
 CF0264
 CF0264.The geoid height was determined by GEOID03.
 CF0264
 CF0264;                    North         East     Units Scale Factor Converg.
 CF0264;SPC NM W     -   105,884.566   811,906.474   MT  0.99992070   -0 06 04.7
 CF0264;SPC NM W     -   347,389.61  2,663,729.82   sFT  0.99992070   -0 06 04.7
 CF0264;UTM  12      - 3,539,303.555   781,223.117   MT  1.00057547   +1 34 32.5
 CF0264;UTM  13      - 3,539,433.307   214,098.997   MT  1.00060820   -1 36 07.0
 CF0264
 CF0264!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CF0264!SPC NM W     -   0.99975137  x   0.99992070  =   0.99967209
 CF0264!UTM  12      -   0.99975137  x   1.00057547  =   1.00032669
 CF0264!UTM  13      -   0.99975137  x   1.00060820  =   1.00035941
 CF0264
 CF0264|---------------------------------------------------------------------|
 CF0264| PID    Reference Object                     Distance      Geod. Az  |
 CF0264|                                                           dddmmss.s |
 CF0264| CC7189 CONE RM 1                             6.390 METERS 03130     |
 CF0264| CE0727 OUTCROP CAIRN                       APPROX.15.9 KM 1023139.1 |
 CF0264| CC7190 CONE RM 2                             3.637 METERS 15735     |
 CF0264| CF0265 W CAIRN                             APPROX. 7.6 KM 2410750.3 |
 CF0264| CY0981 SHARP PEAK CAIRN                    APPROX.14.7 KM 3033929.6 |
 CF0264| CC7463 T27S R12W SECS 1 2 11 12                           3495707.8 |
 CF0264|---------------------------------------------------------------------|
 CF0264
 CF0264                          SUPERSEDED SURVEY CONTROL
 CF0264
 CF0264  NAD 83(1986)-  31 57 17.64673(N)    108 01 29.04364(W) AD(       ) 1
 CF0264  NAD 27      -  31 57 17.30370(N)    108 01 26.91801(W) AD(       ) 1
 CF0264
 CF0264.Superseded values are not recommended for survey control.
 CF0264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0264.See file dsdata.txt to determine how the superseded data were derived.
 CF0264
 CF0264_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RYA8122339304(NAD 83)
 CF0264_MARKER: DS = TRIANGULATION STATION DISK
 CF0264_SETTING: 80 = SET IN A BOULDER
 CF0264_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 CF0264
 CF0264  HISTORY     - Date     Condition        Report By
 CF0264  HISTORY     - 1939     MONUMENTED       CGS
 CF0264
 CF0264                          STATION DESCRIPTION
 CF0264
 CF0264'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FGJ)
 CF0264'STATION IS LOCATED 26-1/2 MILES SW OF DEMING AND ABOUT 8-1/2
 CF0264'MILES NW OF HERMANAS RAILROAD STATION ON THE HIGHEST POINT
 CF0264'OF A GENTLE-SLOPED, CONE-SHAPED PEAK WHICH IS ABOUT 3.0 MILES
 CF0264'NE OF THE FLYING W RANCH.
 CF0264'
 CF0264'STATION MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL HOLE
 CF0264'IN A BOULDER AS DESCRIBED.  REFERENCE MARKS ARE
 CF0264'STANDARD BRONZE DISKS IN A BOULDER AS DESCRIBED.
 CF0264'
 CF0264'TO REACH FROM DEMING GO W ON U.S. HIGHWAY 80, 4.3 MILES TO A
 CF0264'GRADED ROAD LEFT.  TURN LEFT, S, 15.1 MILES TO A WIRE GATE
 CF0264'ON RIGHT.  TAKE TRACK ROAD THROUGH GATE W IN LANE 1.0 MILE
 CF0264'TO END OF LANE (RANCH HOUSE S, ABOUT 0.3 MILE).  AT END OF LANE
 CF0264'TAKE TRACK ROAD SW 1.5 MILES TO GATE.  CONTINUE SW AND W,
 CF0264'0.6 MILE TO CORRAL AND WINDMILL.  CONTINUE W AND SW 1.5 MILES
 CF0264'TO DIM FORK.  TAKE LEFT FORK SW 1.3 MILES TO GATE.  CONTINUE
 CF0264'WESTERLY ON OLD TRACK ROAD 3.3 MILES TO ANOTHER GATE.  GO
 CF0264'THROUGH GATE AND TURN SHARP LEFT OVER HILL TO A DRAW.  TURN
 CF0264'RIGHT SW AND S UP THE RIGHT HAND SIDE OF THE DRAW TO THE
 CF0264'EXTREME HEAD OF THE DRAW AND FOOT OF PEAK.  TRUCK CAN BE
 CF0264'DRIVEN PART WAY UP THE NE SLOPE OF THE PEAK, (ABOUT 3.0
 CF0264'MILES FROM LAST GATE TO PEAK).  FROM END OF TRUCK TRAVEL
 CF0264'PACK SW UP SLOPE TO HIGHEST POINT AND STATION, - ABOUT
 CF0264'A 10 MINUTE PACK.
 CF0264'
 CF0264'AZIMUTH MARK IS G.L.O. SECTION CORNER POST (IRON PIPE WITH
 CF0264'BRONZE CAP STAMPED THUS--T 27 S, R 12 W, S 2, S 1, S 11,
 CF0264'S 12, 1934).
 CF0264'
 CF0264'STATION AND REFERENCE MARKS ARE ON BOULDERS ON HIGHEST POINT
 CF0264'AND EASILY LOCATED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GO0472 ***********************************************************************
 GO0472  DESIGNATION -  CONE 2
 GO0472  PID         -  GO0472
 GO0472  STATE/COUNTY-  NM/SAN JUAN
 GO0472  USGS QUAD   -  SKINNEY ROCK (1983)
 GO0472
 GO0472                         *CURRENT SURVEY CONTROL
 GO0472  ___________________________________________________________________
 GO0472* NAD 83(1992)-  36 54 01.33830(N)    108 44 26.68694(W)     ADJUSTED  
 GO0472* NAVD 88     -      1564.5    (meters)    5133.     (feet)  VERTCON   
 GO0472  ___________________________________________________________________
 GO0472  LAPLACE CORR-           1.36  (seconds)                    DEFLEC99
 GO0472  GEOID HEIGHT-         -20.73  (meters)                     GEOID03
 GO0472
 GO0472  HORZ ORDER  -  SECOND
 GO0472
 GO0472.The horizontal coordinates were established by classical geodetic methods
 GO0472.and adjusted by the National Geodetic Survey in December 1993..
 GO0472
 GO0472.The NAVD 88 height was computed by applying the VERTCON shift value to
 GO0472.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GO0472
 GO0472.The Laplace correction was computed from DEFLEC99 derived deflections.
 GO0472
 GO0472.The geoid height was determined by GEOID03.
 GO0472
 GO0472;                    North         East     Units Scale Factor Converg.
 GO0472;SPC NM W     -   654,810.216   749,130.177   MT  0.99999721   -0 32 41.5
 GO0472;SPC NM W     - 2,148,323.18  2,457,771.26   sFT  0.99999721   -0 32 41.5
 GO0472;UTM  12      - 4,086,203.993   701,296.155   MT  1.00009921   +1 21 25.1
 GO0472
 GO0472!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GO0472!SPC NM W     -   0.99975779  x   0.99999721  =   0.99975500
 GO0472!UTM  12      -   0.99975779  x   1.00009921  =   0.99985698
 GO0472
 GO0472:                Primary Azimuth Mark                     Grid Az
 GO0472:SPC NM W     -  SALT 2                                   093 23 02.2
 GO0472:UTM  12      -  SALT 2                                   091 28 55.6
 GO0472
 GO0472|---------------------------------------------------------------------|
 GO0472| PID    Reference Object                     Distance      Geod. Az  |
 GO0472|                                                           dddmmss.s |
 GO0472| GO0442 SALT 2                              APPROX.12.3 KM 0925020.7 |
 GO0472|---------------------------------------------------------------------|
 GO0472
 GO0472                          SUPERSEDED SURVEY CONTROL
 GO0472
 GO0472  NAD 83(1992)-  36 54 01.33861(N)    108 44 26.68800(W) AD(       ) 2
 GO0472  NAD 83(1992)-  36 54 01.33674(N)    108 44 26.68824(W) AD(       ) 2
 GO0472  NAD 83(1986)-  36 54 01.33194(N)    108 44 26.69294(W) AD(       ) 2
 GO0472  NAD 27      -  36 54 01.34946(N)    108 44 24.36002(W) AD(       ) 2
 GO0472  NGVD 29 (07/19/86) 1563.6    (m)         5130.     (f) VERT ANG       
 GO0472
 GO0472.Superseded values are not recommended for survey control.
 GO0472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GO0472.See file dsdata.txt to determine how the superseded data were derived.
 GO0472
 GO0472_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYF0129686204(NAD 83)
 GO0472_MARKER: DD = SURVEY DISK
 GO0472_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GO0472_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GO0472_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GO0472+STABILITY: SURFACE MOTION
 GO0472
 GO0472  HISTORY     - Date     Condition        Report By
 GO0472  HISTORY     - 1971     MONUMENTED       NMHD
 GO0472
 GO0472                          STATION DESCRIPTION
 GO0472
 GO0472'DESCRIBED BY NM HIGHWAY DEPT 1971 (CWW)
 GO0472'STATION IS LOCATED ON BLACK LAVA MOUND APPROXIMATELY 1.5 MILES WEST
 GO0472'OF U. S. HIGHWAY 666, AND 7.3 MILES NORTH OF SHIPROCK, NEW MEXICO.
 GO0472'
 GO0472'TO REACH THE STATION FROM THE POST OFFICE AT SHIPROCK, TRAVEL NORTH
 GO0472'7.3 MILES ON U. S. 666 TO TRACK ROAD ON LEFT.  TURN LEFT (WEST) ONTO
 GO0472'TRACK ROAD AND TRAVEL 1.5 MILES TO BLACK LAVA MOUND ABOUT 130 FEET
 GO0472'HIGH.  PACK UP LAVA MOUND TO STATION.  (7 MINUTE PACK)
 GO0472'
 GO0472'STATION IS A STANDARD NMSHC BRASS DISK CEMENTED IN A DRILL HOLE IN
 GO0472'LARGE FLAT LAVA ROCK AND IS STAMPED CONE NO. 2 1971.  IT IS ON
 GO0472'SOUTHEAST SIDE OF TOP OF LAVA MOUND, 2 FEET NORTH OF A METAL
 GO0472'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1676 ***********************************************************************
 FO1676  DESIGNATION -  CONE RIDGE
 FO1676  PID         -  FO1676
 FO1676  STATE/COUNTY-  NM/SANDOVAL
 FO1676  USGS QUAD   -  CANADA (1993)
 FO1676
 FO1676                         *CURRENT SURVEY CONTROL
 FO1676  ___________________________________________________________________
 FO1676* NAD 83(1992)-  35 40 31.25365(N)    106 25 06.10308(W)     ADJUSTED  
 FO1676* NAVD 88     -      1979.8    (meters)    6495.     (feet)  VERTCON   
 FO1676  ___________________________________________________________________
 FO1676  LAPLACE CORR-          -3.06  (seconds)                    DEFLEC99
 FO1676  GEOID HEIGHT-         -19.96  (meters)                     GEOID03
 FO1676
 FO1676  HORZ ORDER  -  THIRD
 FO1676
 FO1676.The horizontal coordinates were established by classical geodetic methods
 FO1676.and adjusted by the National Geodetic Survey in December 1993..
 FO1676
 FO1676.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1676.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1676
 FO1676.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1676
 FO1676.The geoid height was determined by GEOID03.
 FO1676
 FO1676;                    North         East     Units Scale Factor Converg.
 FO1676;SPC NM C     -   518,507.492   484,759.407   MT  0.99990286   -0 05 53.5
 FO1676;SPC NM C     - 1,701,136.66  1,590,414.82   sFT  0.99990286   -0 05 53.5
 FO1676;UTM  13      - 3,948,867.475   371,640.289   MT  0.99980303   -0 49 38.2
 FO1676
 FO1676!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1676!SPC NM C     -   0.99969248  x   0.99990286  =   0.99959537
 FO1676!UTM  13      -   0.99969248  x   0.99980303  =   0.99949558
 FO1676
 FO1676:                Primary Azimuth Mark                     Grid Az
 FO1676:SPC NM C     -  BEAR                                     266 21 51.1
 FO1676:UTM  13      -  BEAR                                     267 05 35.8
 FO1676
 FO1676|---------------------------------------------------------------------|
 FO1676| PID    Reference Object                     Distance      Geod. Az  |
 FO1676|                                                           dddmmss.s |
 FO1676| FO1487 BEAR                                APPROX. 9.3 KM 2661557.6 |
 FO1676|---------------------------------------------------------------------|
 FO1676
 FO1676                          SUPERSEDED SURVEY CONTROL
 FO1676
 FO1676  NAD 83(1986)-  35 40 31.25710(N)    106 25 06.10946(W) AD(       ) 3
 FO1676  NGVD 29 (09/14/90) 1978.8    (m)         6492.     (f) VERT ANG       
 FO1676
 FO1676.Superseded values are not recommended for survey control.
 FO1676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1676.See file dsdata.txt to determine how the superseded data were derived.
 FO1676
 FO1676_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV7164048867(NAD 83)
 FO1676_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 FO1676_SETTING: 0 = UNSPECIFIED SETTING
 FO1676_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FO1676
 FO1676  HISTORY     - Date     Condition        Report By
 FO1676  HISTORY     - 1934     MONUMENTED       USFS
 FO1676  HISTORY     - 1952     GOOD             USGS
 FO1676
 FO1676                          STATION DESCRIPTION
 FO1676
 FO1676'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 FO1676'RECOVERED BY USGS IN 1952 AND REDESCRIBED AS FOLLOWS
 FO1676'
 FO1676'TO REACH STATION FROM THE CATHOLIC CHURCH IN PENA BLANCA, FOLLOW RD.
 FO1676'GOING IN GENERAL NE. DIRECTION 1.5 MI. TO FORKS.  TURN LEFT AND GO
 FO1676'2.1 MI. TO BRIDGE OVER RIO GRANDE, THENCE 0.45 MI. TO FORKS.  TAKE
 FO1676'RIGHT FORK AND GO 3.4 MI. TO SIDE RD. TO THE LEFT AT BOTTOM OF HILL.
 FO1676'PROCEED ON LEFT FORK 0.4 MI. TO FORKS, THENCE LEFT, CROSS DRAIN AND
 FO1676'FOLLOW MAIN TRAVELED RD. 3.2 MI. TO PUMICE MINE AND END OF TRUCK
 FO1676'TRAVEL.  PACK W. UP DRAIN TO SADDLE, THENCE RIGHT (N.) TO TRAIL
 FO1676'ALONG RIDGE TOP.  FOLLOW TRAIL NW. TO FENCE LINE CROSSING RIDGE.
 FO1676'STATION IS LOCATED 85 FT. NW. OF FENCE ON E. SIDE OF TRAIL.  A
 FO1676'20-MINUTE PACK.  A 4-FT. ROCK CAIRN IS OVER STATION MARK.
 FO1676'
 FO1676'STATION MARK--USFS DISK IN TOP OF BOULDER IN PLACE 4 IN. ABOVE
 FO1676'GROUND, STAMPED---CONE RIDGE TRIANGULATION STATION 1934---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0851 ***********************************************************************
 GM0851  DESIGNATION -  CONEY
 GM0851  PID         -  GM0851
 GM0851  STATE/COUNTY-  NM/TAOS
 GM0851  USGS QUAD   -  PUEBLO PEAK (1995)
 GM0851
 GM0851                         *CURRENT SURVEY CONTROL
 GM0851  ___________________________________________________________________
 GM0851* NAD 83(1992)-  36 29 34.12067(N)    105 28 45.75216(W)     ADJUSTED  
 GM0851* NAVD 88     -      3738.     (meters)   12264.     (feet)  VERTCON   
 GM0851  ___________________________________________________________________
 GM0851  LAPLACE CORR-           7.73  (seconds)                    DEFLEC99
 GM0851  GEOID HEIGHT-         -16.98  (meters)                     GEOID03
 GM0851
 GM0851  HORZ ORDER  -  THIRD
 GM0851
 GM0851.The horizontal coordinates were established by classical geodetic methods
 GM0851.and adjusted by the National Geodetic Survey in December 1993..
 GM0851
 GM0851.The NAVD 88 height was computed by applying the VERTCON shift value to
 GM0851.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GM0851
 GM0851.The Laplace correction was computed from DEFLEC99 derived deflections.
 GM0851
 GM0851.The geoid height was determined by GEOID03.
 GM0851
 GM0851;                    North         East     Units Scale Factor Converg.
 GM0851;SPC NM C     -   609,467.665   569,041.180   MT  0.99995871   +0 27 30.0
 GM0851;SPC NM C     - 1,999,561.83  1,866,929.27   sFT  0.99995871   +0 27 30.0
 GM0851;UTM  13      - 4,038,717.504   457,065.275   MT  0.99962271   -0 17 06.4
 GM0851
 GM0851!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GM0851!SPC NM C     -   0.99941629  x   0.99995871  =   0.99937503
 GM0851!UTM  13      -   0.99941629  x   0.99962271  =   0.99903922
 GM0851
 GM0851                          SUPERSEDED SURVEY CONTROL
 GM0851
 GM0851  NAD 83(1986)-  36 29 34.12872(N)    105 28 45.75610(W) AD(       ) 3
 GM0851  NGVD 29 (10/23/90) 3737.     (m)        12260.     (f) VERT ANG       
 GM0851
 GM0851.Superseded values are not recommended for survey control.
 GM0851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0851.See file dsdata.txt to determine how the superseded data were derived.
 GM0851
 GM0851_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDA5706538718(NAD 83)
 GM0851_MARKER: X = CHISELED CROSS
 GM0851_SETTING: 80 = SET IN A BOULDER
 GM0851_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GM0851+STABILITY: SURFACE MOTION
 GM0851
 GM0851  HISTORY     - Date     Condition        Report By
 GM0851  HISTORY     - 1963     MONUMENTED       USGS
 GM0851  HISTORY     - 1965     GOOD             USGS
 GM0851
 GM0851                          STATION DESCRIPTION
 GM0851
 GM0851'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 GM0851'STATION LOCATED ABOUT 3.0 MI. (AIRLINE) N. AND 3.0 MI. E. OF TAOS,
 GM0851'PUEBLO, NEW MEXICO, ON THE EASTERN MOST TOP OF PUEBLO PEAK.
 GM0851'
 GM0851'RECOVERED BY G. L. PALMER IN 1965.
 GM0851'
 GM0851'RECOVERED BY J. M. ANDERSON IN 1965.
 GM0851'
 GM0851'STATION MARK--CHISELED CROSS ON A LARGE 2 X 3 FT. BOULDER IN BASE OF
 GM0851'4 FT. CAIRN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1659 ***********************************************************************
 CX1659  DESIGNATION -  CONICAL PEAK
 CX1659  PID         -  CX1659
 CX1659  STATE/COUNTY-  NM/DONA ANA
 CX1659  USGS QUAD   -  ORGAN (1994)
 CX1659
 CX1659                         *CURRENT SURVEY CONTROL
 CX1659  ___________________________________________________________________
 CX1659* NAD 83(1992)-  32 26 20.00010(N)    106 33 47.02512(W)     ADJUSTED  
 CX1659* NAVD 88     -                                                        
 CX1659  ___________________________________________________________________
 CX1659  LAPLACE CORR-           1.10  (seconds)                    DEFLEC99
 CX1659  GEOID HEIGHT-         -23.38  (meters)                     GEOID03
 CX1659
 CX1659  HORZ ORDER  -  THIRD
 CX1659
 CX1659.The horizontal coordinates were established by classical geodetic methods
 CX1659.and adjusted by the National Geodetic Survey in December 1993..
 CX1659
 CX1659
 CX1659.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1659
 CX1659.The geoid height was determined by GEOID03.
 CX1659
 CX1659;                    North         East     Units Scale Factor Converg.
 CX1659;SPC NM C     -   159,573.977   470,562.400   MT  0.99991068   -0 10 04.5
 CX1659;SPC NM C     -   523,535.62  1,543,836.81   sFT  0.99991068   -0 10 04.5
 CX1659;UTM  13      - 3,590,160.178   353,060.192   MT  0.99986625   -0 50 18.9
 CX1659
 CX1659                          SUPERSEDED SURVEY CONTROL
 CX1659
 CX1659  NAD 83(1986)-  32 26 20.00686(N)    106 33 47.02251(W) AD(       ) 4
 CX1659  NAD 27      -  32 26 19.67300(N)    106 33 45.06200(W) AD(       ) 3
 CX1659
 CX1659.Superseded values are not recommended for survey control.
 CX1659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1659.See file dsdata.txt to determine how the superseded data were derived.
 CX1659
 CX1659_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR5306090160(NAD 83)
 CX1659_MARKER: Z = SEE DESCRIPTION
 CX1659_SETTING: 0 = UNSPECIFIED SETTING
 CX1659_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX1659
 CX1659  HISTORY     - Date     Condition        Report By
 CX1659  HISTORY     - 1943     MONUMENTED       CGS
 CX1659  HISTORY     - 1955     SEE DESCRIPTION  AMS
 CX1659
 CX1659                          STATION DESCRIPTION
 CX1659
 CX1659'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (EHB)
 CX1659'A HIGH CONICAL PEAK, LOCATED ABOUT 1 MILE E OF U.S. HIGHWAY
 CX1659'70 PASS THROUGH ORGAN MOUNTAINS, BY AIRLINE DISTANCES ABOUT 24
 CX1659'MILES NE OF LAS CRUCES, 48 MILES SW OF ALAMOGORDO, AND 3 MILES
 CX1659'E OF ORGAN.  IT IS THE FIRST CONICAL PEAK N OF U.S. HIGHWAY
 CX1659'70.  THE HIGHWAY FROM THE E LEADS DIRECTLY TOWARD THE PEAK.
 CX1659'THEN ABOUT 1/2 MILE S OF IT VEERS W TOWARD THE PASS.  THE
 CX1659'PEAK IS VISIBLE TO THE SE.
 CX1659
 CX1659                          STATION RECOVERY (1955)
 CX1659
 CX1659'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1955
 CX1659'STATION RECOVERED AS DESCRIBED.  THE MARK IS THE CENTER OF
 CX1659'THE TOP OF A SHARP PEAK.  THE STATION IS THE SAME AS STATION
 CX1659'POINT BY USGS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1668 ***********************************************************************
 FO1668  DESIGNATION -  CONICAL PEAK CAIRN
 FO1668  PID         -  FO1668
 FO1668  STATE/COUNTY-  NM/MCKINLEY
 FO1668  USGS QUAD   -  SEVEN LAKES NW (1970)
 FO1668
 FO1668                         *CURRENT SURVEY CONTROL
 FO1668  ___________________________________________________________________
 FO1668* NAD 83(1992)-  35 53 36.72101(N)    107 54 56.51523(W)     ADJUSTED  
 FO1668* NAVD 88     -                                                        
 FO1668  ___________________________________________________________________
 FO1668  LAPLACE CORR-           0.01  (seconds)                    DEFLEC99
 FO1668  GEOID HEIGHT-         -20.97  (meters)                     GEOID03
 FO1668
 FO1668  HORZ ORDER  -  THIRD
 FO1668
 FO1668.The horizontal coordinates were established by classical geodetic methods
 FO1668.and adjusted by the National Geodetic Survey in December 1993..
 FO1668
 FO1668
 FO1668.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1668
 FO1668.The geoid height was determined by GEOID03.
 FO1668
 FO1668;                    North         East     Units Scale Factor Converg.
 FO1668;SPC NM W     -   542,712.952   822,564.287   MT  0.99991735   -0 02 53.8
 FO1668;SPC NM W     - 1,780,550.74  2,698,696.33   sFT  0.99991735   -0 02 53.8
 FO1668;UTM  13      - 3,976,067.746   236,826.451   MT  1.00045352   -1 42 37.4
 FO1668
 FO1668                          SUPERSEDED SURVEY CONTROL
 FO1668
 FO1668  NAD 83(1986)-  35 53 36.71842(N)    107 54 56.51900(W) AD(       ) 4
 FO1668  NAD 27      -  35 53 36.67000(N)    107 54 54.30000(W) AD(       ) 3
 FO1668
 FO1668.Superseded values are not recommended for survey control.
 FO1668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1668.See file dsdata.txt to determine how the superseded data were derived.
 FO1668
 FO1668_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBV3682676068(NAD 83)
 FO1668_MARKER: 72 = CAIRN
 FO1668
 FO1668  HISTORY     - Date     Condition        Report By
 FO1668  HISTORY     - 1945     FIRST OBSERVED   CGS
 FO1668
 FO1668                          STATION DESCRIPTION
 FO1668
 FO1668'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (RAM)
 FO1668'CAIRN IS LOCATED ABOUT 6 MILES S OF PUEBLO BONITO AND ABOUT
 FO1668'3 MILES E OF STATE HIGHWAY 56.  IT IS ON THE HIGHEST POINT OF
 FO1668'CONICAL PEAK THAT IS ABOUT THE SAME HEIGHT AS VARIOUS MESAS IN THE
 FO1668'VICINITY.  THE CAIRN IS ABOUT 5 FEET HIGH AND IS PROMINENT IN
 FO1668'THE AREA DUE TO THE FACT THAT THE PEAK ON WHICH IT IS LOCATED IS
 FO1668'THE ONLY PEAK WHICH GIVES THE APPEARANCE OF A WELL-SHAPED CONE,
 FO1668'IT BEING AMONG MESAS AND ROCKY BUTTES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0529 ***********************************************************************
 CX0529  DESIGNATION -  CONN
 CX0529  PID         -  CX0529
 CX0529  STATE/COUNTY-  NM/DONA ANA
 CX0529  USGS QUAD   -  WHITE SANDS (1955)
 CX0529
 CX0529                         *CURRENT SURVEY CONTROL
 CX0529  ___________________________________________________________________
 CX0529* NAD 83(1992)-  32 28 50.23173(N)    106 25 47.94280(W)     ADJUSTED  
 CX0529* NAVD 88     -      1237.808  (meters)    4061.04   (feet)  ADJUSTED  
 CX0529  ___________________________________________________________________
 CX0529  LAPLACE CORR-          -4.27  (seconds)                    DEFLEC99
 CX0529  GEOID HEIGHT-         -23.53  (meters)                     GEOID03
 CX0529  DYNAMIC HT  -        1235.964 (meters)    4054.99  (feet)  COMP
 CX0529  MODELED GRAV-     979,107.2   (mgal)                       NAVD 88
 CX0529
 CX0529  HORZ ORDER  -  FIRST
 CX0529  VERT ORDER  -  SECOND    CLASS 0
 CX0529
 CX0529.The horizontal coordinates were established by classical geodetic methods
 CX0529.and adjusted by the National Geodetic Survey in December 1993..
 CX0529
 CX0529.The orthometric height was determined by differential leveling
 CX0529.and adjusted by the National Geodetic Survey in June 1991..
 CX0529
 CX0529.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX0529
 CX0529.The geoid height was determined by GEOID03.
 CX0529
 CX0529.The dynamic height is computed by dividing the NAVD 88
 CX0529.geopotential number by the normal gravity value computed on the
 CX0529.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0529.degrees latitude (g = 980.6199 gals.).
 CX0529
 CX0529.The modeled gravity was interpolated from observed gravity values.
 CX0529
 CX0529;                    North         East     Units Scale Factor Converg.
 CX0529;SPC NM C     -   164,172.398   483,083.730   MT  0.99990353   -0 05 48.0
 CX0529;SPC NM C     -   538,622.28  1,584,917.20   sFT  0.99990353   -0 05 48.0
 CX0529;UTM  13      - 3,594,611.366   365,633.729   MT  0.99982263   -0 46 04.9
 CX0529
 CX0529!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX0529!SPC NM C     -   0.99980938  x   0.99990353  =   0.99971293
 CX0529!UTM  13      -   0.99980938  x   0.99982263  =   0.99963205
 CX0529
 CX0529|---------------------------------------------------------------------|
 CX0529| PID    Reference Object                     Distance      Geod. Az  |
 CX0529|                                                           dddmmss.s |
 CX0529| CX0530 CONN RM 1                            11.183 METERS 23622     |
 CX0529| CX1646 NAN                                 APPROX. 4.1 KM 2362255.4 |
 CX0529| CX0531 TS 469                                8.769 METERS 32127     |
 CX0529|---------------------------------------------------------------------|
 CX0529
 CX0529                          SUPERSEDED SURVEY CONTROL
 CX0529
 CX0529  NAD 83(1986)-  32 28 50.23751(N)    106 25 47.94237(W) AD(       ) 1
 CX0529  NAD 27      -  32 28 49.91273(N)    106 25 45.96579(W) AD(       ) 1
 CX0529  NGVD 29 (??/??/92) 1237.215  (m)         4059.10   (f) ADJ UNCH    2 0
 CX0529
 CX0529.Superseded values are not recommended for survey control.
 CX0529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0529.See file dsdata.txt to determine how the superseded data were derived.
 CX0529
 CX0529_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR6563494611(NAD 83)
 CX0529_MARKER: DS = TRIANGULATION STATION DISK
 CX0529_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CX0529_SP_SET: MONUMENT
 CX0529_STAMPING: CONN 1964
 CX0529_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX0529
 CX0529  HISTORY     - Date     Condition        Report By
 CX0529  HISTORY     - 1965     MONUMENTED       CGS
 CX0529  HISTORY     - 1968     GOOD             NGS
 CX0529
 CX0529                          STATION DESCRIPTION
 CX0529
 CX0529'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (JCC)
 CX0529'STATION IS LOCATED ABOUT 1.7 MILES WEST OF U. S. HIGHWAY 70, 1.0 MILE
 CX0529'WEST OF THE SMALL MISSILE RANGE AND ABOUT 0.1 MILE WEST OF WSMR
 CX0529'ROUTE 7 ON A MOUND WITH A WHITE ASTRODOME.
 CX0529'
 CX0529'STATION IS REACHED AS FOLLOWS--FROM WHITE SANDS MISSILE RANGE
 CX0529'HEADQUARTERS GO NORTH ON HEADQUARTERS AVENUE, PASSING THROUGH CHECK
 CX0529'POINT, FOR 4.1 MILES TO U. S. HIGHWAY 70.  TURN RIGHT AND GO
 CX0529'EASTERLY, ON U. S. HIGHWAY 70, FOR 4.3 MILES TO THE JUNCTION OF
 CX0529'WSMR ROUTE 7.  TAKE WSMR ROUTE 7 WESTERLY, PASSING THROUGH CHECK
 CX0529'POINT, AND GO 1.3 MILES TO A GRAVELED ROAD ON THE LEFT.  TURN
 CX0529'LEFT AND FOLLOW GRAVELED ROAD WESTERLY 0.1 MILE TO STATION ON MOUND
 CX0529'WITH ASTRODOME.
 CX0529'
 CX0529'STATION, STAMPED CONN 1964, IS A STANDARD USC AND GS BRONZE DISK
 CX0529'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 CX0529'ABOUT 2-INCHES ABOVE THE GROUND.  IT IS 33.8 FEET SOUTH SOUTHEAST
 CX0529'OF THE ASTRODOME AND 5.0 FEET NORTH OF THE SOUTHEAST CORNER OF THE
 CX0529'MOUND.
 CX0529'
 CX0529'R. M. NO. 1, STAMPED CONN NO 1 1964, IS A STANDARD USC AND GS BRONZE
 CX0529'DISK SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT
 CX0529'PROJECTS ABOUT 5-INCHES ABOVE THE GROUND.  IT IS 41.6 FEET
 CX0529'SOUTHWEST OF THE ASTRODOME AND 3.0 FEET NORTH OF THE SOUTHWEST
 CX0529'CORNER OF THE MOUND.  IT IS ABOUT THE SAME ELEVATION AS THE
 CX0529'STATION.
 CX0529'
 CX0529'TRAVERSE STATION 469 (WSPG) WILL SERVE AS R. M. NO. 2.  IT IS A
 CX0529'STANDARD WSPG TRAVERSE DISK CEMENTED IN A DRILL HOLE IN THE
 CX0529'SOUTHEAST EDGE OF THE CONCRETE FOOTING OF ASTRODOME.  IT IS STAMPED
 CX0529'469 AND IS ABOUT THE SAME ELEVATION AS THE STATION.
 CX0529'
 CX0529'HEIGHT OF LIGHT ABOVE STATION MARK 1.0 METERS.
 CX0529
 CX0529                          STATION RECOVERY (1968)
 CX0529
 CX0529'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 CX0529'7.9 MI NNE FROM WSMR HEADQUARTERS.
 CX0529'4.2 MILES NORTH ALONG MAIN ACCESS ROAD FROM WHITE SANDS MISSILE RANGE
 CX0529'HEADQUARTERS BUILDING.  THENCE 4.6 MILES NORTHEAST ALONG U.S. HIGHWAY
 CX0529'70.  THENCE 1.35 MILES WEST AND NORTH ALONG WSMR ROUTE 7.  THENCE 0.1
 CX0529'MILE WEST ALONG A GRAVELED ROAD.  THENCE 0.05 MILE SOUTH ALONG A
 CX0529'GRAVELED ROAD A MOUND.  IT IS 28 FEET SOUTHEAST OF THE SOUTHEAST
 CX0529'CORNER OF A 12X12 FOOT CONCRETE PAD, 6 FEET NORTH OF THE SOUTH EDGE OF
 CX0529'THE MOUND, 3 FEET WEST OF THE EAST EDGE OF THE MOUND AND SET IN THE
 CX0529'TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS ABOUT 0.4 FOOT
 CX0529'ABOVE THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0530 ***********************************************************************
 CX0530  DESIGNATION -  CONN RM 1
 CX0530  PID         -  CX0530
 CX0530  STATE/COUNTY-  NM/DONA ANA
 CX0530  USGS QUAD   -  WHITE SANDS (1955)
 CX0530
 CX0530                         *CURRENT SURVEY CONTROL
 CX0530  ___________________________________________________________________
 CX0530* NAD 83(1986)-  32 28 49.     (N)    106 25 47.     (W)     SCALED    
 CX0530* NAVD 88     -      1237.971  (meters)    4061.58   (feet)  ADJUSTED  
 CX0530  ___________________________________________________________________
 CX0530  GEOID HEIGHT-         -23.53  (meters)                     GEOID03
 CX0530  DYNAMIC HT  -        1236.128 (meters)    4055.53  (feet)  COMP
 CX0530  MODELED GRAV-     979,107.2   (mgal)                       NAVD 88
 CX0530
 CX0530  VERT ORDER  -  SECOND    CLASS 0
 CX0530
 CX0530.The horizontal coordinates were scaled from a topographic map and have
 CX0530.an estimated accuracy of +/- 6 seconds.
 CX0530
 CX0530.The orthometric height was determined by differential leveling
 CX0530.and adjusted by the National Geodetic Survey in June 1991..
 CX0530
 CX0530.The geoid height was determined by GEOID03.
 CX0530
 CX0530.The dynamic height is computed by dividing the NAVD 88
 CX0530.geopotential number by the normal gravity value computed on the
 CX0530.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0530.degrees latitude (g = 980.6199 gals.).
 CX0530
 CX0530.The modeled gravity was interpolated from observed gravity values.
 CX0530
 CX0530;                    North         East    Units  Estimated Accuracy
 CX0530;SPC NM C     -   164,130.      483,110.      MT  (+/- 180 meters Scaled)
 CX0530
 CX0530                          SUPERSEDED SURVEY CONTROL
 CX0530
 CX0530  NGVD 29 (??/??/92) 1237.379  (m)         4059.63   (f) ADJ UNCH    2 0
 CX0530
 CX0530.Superseded values are not recommended for survey control.
 CX0530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0530.See file dsdata.txt to determine how the superseded data were derived.
 CX0530
 CX0530_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR656945(NAD 83)
 CX0530_MARKER: DR = REFERENCE MARK DISK
 CX0530_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CX0530_SP_SET: MONUMENT
 CX0530_STAMPING: CONN NO 1 1964
 CX0530_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX0530
 CX0530  HISTORY     - Date     Condition        Report By
 CX0530  HISTORY     - 1964     MONUMENTED       CGS
 CX0530  HISTORY     - 1968     GOOD             NGS
 CX0530
 CX0530                          STATION DESCRIPTION
 CX0530
 CX0530'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CX0530'7.9 MI NNE FROM WSMR HEADQUARTERS.
 CX0530'4.2 MILES NORTH ALONG MAIN ACCESS ROAD FROM WHITE SANDS MISSILE RANGE
 CX0530'HEADQUARTERS BUILDING.  THENCE NORTHEAST 4.6 MILES ALONG U.S. HIGHWAY
 CX0530'70.  THENCE 1.35 MILES WEST AND NORTH ALONG WSMR ROUTE 7.  THENCE 0.1
 CX0530'MILE WEST ALONG A GRAVELED ROAD.  THENCE 0.05 MILE SOUTH ALONG A
 CX0530'GRAVELED ROAD TO AN EARTHEN MOUND.  IT IS 35 FEET SOUTH-SOUTHWEST OF
 CX0530'THE SOUTHWEST CORNER OF A 12X12 FOOT CONCRETE PAD, 26 FEET EAST OF THE
 CX0530'WEST EDGE OF THE MOUND, 2 FEET NORTH OF THE SOUTH EDGE OF THE MOUND,
 CX0530'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 CX0530'ABOUT 0.5 FOOT ABOVE THE SURFACE OF THE GROUND AND IS ABOUT THE SAME
 CX0530'ELEVATION AS THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0865 ***********************************************************************
 CV0865  DESIGNATION -  CONOCO
 CV0865  PID         -  CV0865
 CV0865  STATE/COUNTY-  NM/LEA
 CV0865  USGS QUAD   -  OIL CENTER (1984)
 CV0865
 CV0865                         *CURRENT SURVEY CONTROL
 CV0865  ___________________________________________________________________
 CV0865* NAD 83(1992)-  32 28 24.22318(N)    103 17 34.71959(W)     ADJUSTED  
 CV0865* NAVD 88     -      1112.55   (+/-2cm)    3650.1    (feet)  VERTCON   
 CV0865  ___________________________________________________________________
 CV0865  LAPLACE CORR-           4.60  (seconds)                    DEFLEC99
 CV0865  GEOID HEIGHT-         -22.45  (meters)                     GEOID03
 CV0865
 CV0865  HORZ ORDER  -  SECOND
 CV0865  VERT ORDER  -  THIRD ? (See Below)
 CV0865
 CV0865.The horizontal coordinates were established by classical geodetic methods
 CV0865.and adjusted by the National Geodetic Survey in December 1993..
 CV0865
 CV0865.The NAVD 88 height was computed by applying the VERTCON shift value to
 CV0865.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CV0865.The vertical order pertains to the NGVD 29 superseded value.
 CV0865
 CV0865.The Laplace correction was computed from DEFLEC99 derived deflections.
 CV0865
 CV0865.The geoid height was determined by GEOID03.
 CV0865
 CV0865;                    North         East     Units Scale Factor Converg.
 CV0865;SPC NM E     -   163,835.238   262,791.432   MT  1.00002698   +0 33 31.0
 CV0865;SPC NM E     -   537,516.11    862,174.89   sFT  1.00002698   +0 33 31.0
 CV0865;UTM  13      - 3,594,193.194   660,413.582   MT  0.99991732   +0 55 00.2
 CV0865
 CV0865!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CV0865!SPC NM E     -   0.99982887  x   1.00002698  =   0.99985585
 CV0865!UTM  13      -   0.99982887  x   0.99991732  =   0.99974621
 CV0865
 CV0865|---------------------------------------------------------------------|
 CV0865| PID    Reference Object                     Distance      Geod. Az  |
 CV0865|                                                           dddmmss.s |
 CV0865| CH8658 CONOCO RM 1                          27.316 METERS 10258     |
 CV0865| CH8657 CONOCO AZ MK                                       1835240.1 |
 CV0865| CH8659 CONOCO RM 2                          38.560 METERS 35619     |
 CV0865|---------------------------------------------------------------------|
 CV0865
 CV0865                          SUPERSEDED SURVEY CONTROL
 CV0865
 CV0865  NAD 83(1986)-  32 28 24.23181(N)    103 17 34.71837(W) AD(       ) 2
 CV0865  NAD 27      -  32 28 23.77300(N)    103 17 33.02200(W) AD(       ) 2
 CV0865  NGVD 29 (07/19/86) 1112.12   (m)         3648.7    (f) LEVELING    3  
 CV0865
 CV0865.Superseded values are not recommended for survey control.
 CV0865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0865.See file dsdata.txt to determine how the superseded data were derived.
 CV0865
 CV0865_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFR6041494193(NAD 83)
 CV0865_MARKER: DS = TRIANGULATION STATION DISK
 CV0865_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0865
 CV0865  HISTORY     - Date     Condition        Report By
 CV0865  HISTORY     - 1935     MONUMENTED       CGS
 CV0865  HISTORY     - 1936     GOOD             CGS
 CV0865  HISTORY     - 1947     GOOD             PHILIP
 CV0865  HISTORY     - 1968     GOOD             CGS
 CV0865
 CV0865                          STATION DESCRIPTION
 CV0865
 CV0865'DESCRIBED BY COAST AND GEODETIC SURVEY 1936
 CV0865'ABOUT 8 MILES WEST-NORTHWEST OF EUNICE, ON THE A.E. MEYER LEASE
 CV0865'OF THE CONTINENTAL OIL CO., IN THE SW 1/4 SEC. 17, T. 21 S.,
 CV0865'R. 36 E., 126 FEET EAST OF NO. 1014 OIL SEPARATOR, 151 FEET
 CV0865'NORTHWEST OF THE NORTHWEST CORNER OF THE MIDDLE ONE OF 3 HOUSES
 CV0865'WHICH ARE INHABITED BY EMPLOYES OF THE OIL COMPANY, AND
 CV0865'120 YARDS SOUTH OF WELL A.E. MEYER NO. 1.  THE SURFACE,
 CV0865'UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD DISKS
 CV0865'SET IN CONCRETE.
 CV0865'REFERENCE MARK NO. 1 IS IN A NORTH-SOUTH FENCE ON THE
 CV0865'WEST SIDE OF THE YARD SURROUNDING THE 3 DWELLING HOUSES, 3
 CV0865'FEET NORTH OF THE NORTH POST OF A CATTLE GUARD, 72 FEET
 CV0865'NORTHWEST OF THE SAME HOUSE CORNER TO WHICH THE STATION
 CV0865'IS REFERENCED, AND 89.62 FEET FROM STATION S 77 DEG 02 MIN E,
 CV0865'AND NO. 2 IS 126.51 FEET FROM STATION N 03 DEG 41 MIN W.
 CV0865'THE AZIMUTH MARK IS ON A HIGH RIDGE THAT EXTENDS
 CV0865'GENERALLY EAST AND WEST, 200 YARDS NORTHEAST OF AN OIL WELL ON THE
 CV0865'RIDGE AND 1.1 MILES FROM STATION S 03 DEG 53 MIN W.
 CV0865'IN 1936 IT WAS REPORTED THAT REFERENCE MARK NO. 1 HAD BEEN
 CV0865'DESTROYED.
 CV0865
 CV0865                          STATION RECOVERY (1947)
 CV0865
 CV0865'RECOVERY NOTE BY PHILLIPS PETROLEUM COMPANY 1947 (MPB)
 CV0865'STATION MARK IS IN GOOD CONDITION AS DESCRIBED AND IS STAMPED
 CV0865'CONOCO 1935.
 CV0865'
 CV0865'REFERENCE MARK 1 LEANING SLIGHTLY TO ONE SIDE.  REFERENCE MARK
 CV0865'2 COULD NOT BE LOCATED.  AZIMUTH MARK ON TOP OF GROUND NEAR
 CV0865'DESCRIBED LOCATION.
 CV0865
 CV0865                          STATION RECOVERY (1968)
 CV0865
 CV0865'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JCC)
 CV0865'THE STATION MARK AND REFERENCE MARK NO. 2 WERE RECOVERED IN POOR
 CV0865'CONDITION.  REFERENCE MARK NO. 2 HAS BEEN DISTURBED AND IS
 CV0865'LEANING TO THE NORTH.  THE STATION MARK PROJECTS AT LEAST 18
 CV0865'INCHES ABOVE THE GROUND AND LOOKS TO BE LEANING SLIGHTLY.  A
 CV0865'DIFFERENCE OF 4 FEET BETWEEN THE STATION MARK AND REFERENCE MARK
 CV0865'NO. 2 WAS FOUND.  I DUG DOWN ALONG ONE SIDE OF THE STATION
 CV0865'MARK UNTIL I HIT CLICHE AND COULD NOT RECOVER THE UNDERGROUND
 CV0865'DISK.  THE CONCRETE MONUMENT FOR THE STATION MARK EXTENDS ONLY
 CV0865'ABOUT 1 FOOT BELOW THE SURFACE OF THE GROUND AND MAY NOT LAST
 CV0865'TOO LONG.
 CV0865'
 CV0865'THIS CREW COULD NOT DETERMINE FOR SURE WHETHER ONE OR BOTH
 CV0865'OF THE MARKS HAD BEEN MOVED DUE TO THE FACT THAT THE AZIMUTH
 CV0865'MARK AND REFERENCE MARK NO. 1 HAD BEEN DESTROYED PREVIOUSLY AND
 CV0865'THAT OBJECTS THAT MEASUREMENTS WERE TAKEN FROM WERE NO LONGER
 CV0865'THERE.
 CV0865'
 CV0865'A NEW TO REACH FOR THE STATION FOLLOWS--
 CV0865'
 CV0865'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 8 AND
 CV0865'176, APPROXIMATELY 1.75 MILES SOUTH OF OIL CENTER, GO WEST ON
 CV0865'HIGHWAY 8 FOR 1.8 MILES TO A DIRT ROAD ON THE RIGHT AND A
 CV0865'DRIVEWAY ON THE LEFT.  TURN RIGHT, NORTH, ON THE DIRT ROAD FOR
 CV0865'0.1 MILE TO THE STATION ON THE LEFT APPROXIMATELY 70 FEET WEST
 CV0865'OF THE CENTER OF THE DIRT ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI5441 ***********************************************************************
 AI5441  CBN         -  This is a Cooperative Base Network Control Station.
 AI5441  DESIGNATION -  CONRAD
 AI5441  PID         -  AI5441
 AI5441  STATE/COUNTY-  NM/TAOS
 AI5441  USGS QUAD   -  TAOS (1995)
 AI5441
 AI5441                         *CURRENT SURVEY CONTROL
 AI5441  ___________________________________________________________________
 AI5441* NAD 83(1992)-  36 24 00.95510(N)    105 33 14.29122(W)     ADJUSTED  
 AI5441* NAVD 88     -      2173.6    (meters)    7131.     (feet)  GPS OBS   
 AI5441  ___________________________________________________________________
 AI5441  X           -  -1,378,673.152 (meters)                     COMP
 AI5441  Y           -  -4,953,212.235 (meters)                     COMP
 AI5441  Z           -   3,765,311.856 (meters)                     COMP
 AI5441  LAPLACE CORR-          10.82  (seconds)                    DEFLEC99
 AI5441  ELLIP HEIGHT-        2156.23  (meters)          (05/26/00) GPS OBS
 AI5441  GEOID HEIGHT-         -17.38  (meters)                     GEOID03
 AI5441
 AI5441  HORZ ORDER  -  A
 AI5441  ELLP ORDER  -  SECOND    CLASS I
 AI5441
 AI5441.The horizontal coordinates were established by GPS observations
 AI5441.and adjusted by the National Geodetic Survey in May 2000..
 AI5441
 AI5441.The orthometric height was determined by GPS observations and a
 AI5441.high-resolution geoid model.
 AI5441
 AI5441.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5441
 AI5441.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI5441
 AI5441.The ellipsoidal height was determined by GPS observations
 AI5441.and is referenced to NAD 83.
 AI5441
 AI5441.The geoid height was determined by GEOID03.
 AI5441
 AI5441;                    North         East     Units Scale Factor Converg.
 AI5441;SPC NM C     -   599,148.015   562,432.205   MT  0.99994801   +0 24 47.0
 AI5441;SPC NM C     - 1,965,704.78  1,845,246.33   sFT  0.99994801   +0 24 47.0
 AI5441;UTM  13      - 4,028,487.721   450,325.310   MT  0.99963040   -0 19 43.5
 AI5441
 AI5441!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5441!SPC NM C     -   0.99966171  x   0.99994801  =   0.99960974
 AI5441!UTM  13      -   0.99966171  x   0.99963040  =   0.99929224
 AI5441
 AI5441                          SUPERSEDED SURVEY CONTROL
 AI5441
 AI5441.No superseded survey control is available for this station.
 AI5441
 AI5441_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDA5032528488(NAD 83)
 AI5441_MARKER: DD = SURVEY DISK
 AI5441_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AI5441_SP_SET: 10 CM THICK CONCRETE HELIPAD
 AI5441_STAMPING: CONRAD G.P.S. 1999
 AI5441_MARK LOGO: USFS  
 AI5441_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI5441_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI5441+STABILITY: SURFACE MOTION
 AI5441_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5441+SATELLITE: SATELLITE OBSERVATIONS - June 16, 2005
 AI5441
 AI5441  HISTORY     - Date     Condition        Report By
 AI5441  HISTORY     - 1999     MONUMENTED       USFS
 AI5441  HISTORY     - 20050616 GOOD             INDIV
 AI5441
 AI5441                          STATION DESCRIPTION
 AI5441
 AI5441'DESCRIBED BY US FOREST SERVICE 1999 (DV)
 AI5441'THE STATION IS LOCATED ABOUT 1 MI (1.6 KM) EAST OF TAOS, AT THE US
 AI5441'FOREST SERVICE ADMINISTRATIVE FACILITY, AT THE CENTER OF THE FACILITY
 AI5441'CONCRETE HELIPAD.  USERS MUST REQUEST THE KEY TO LOCKED GATES IN ORDER
 AI5441'TO VISIT THE STATION.  OWNERSHIP--USDA/FOREST SERVICE, TELEPHONE
 AI5441'505-758-6200, SURVEY SECTION, TAOS NM.  TO REACH THE STATION FROM THE
 AI5441'US POST OFFICE IN TAOS, ON US HIGHWAY 64/PASEO DEL PUEBLO NORTE, GO
 AI5441'SOUTH ON HIGHWAY 64 FOR 0.3 MI (0.5 KM) TO THE INTERSECTION OF STATE
 AI5441'HIGHWAY 68 (AT TAOS PLAZA).  TURN LEFT, EAST, ON HIGHWAY 64 AND GO 1.7
 AI5441'MI (2.7 KM) TO THE INTERSECTION WITH FOREST ROAD 1 ON THE LEFT.  TURN
 AI5441'LEFT, NORTH, ON FOREST ROAD 1 AND PROCEED 0.7 MI (1.1 KM) TO A LOCKED
 AI5441'FOREST SERVICE GATE (KEY AVAILABLE FROM US FOREST SERVICE).  PASS
 AI5441'THROUGH THE GATE AND PROCEED 0.2 MI (0.3 KM) TO A ROAD FORK.  TAKE THE
 AI5441'LEFT FORK AND PROCEED NORTH FOR 25 M (82.0 FT) TO ANOTHER LOCKED
 AI5441'FOREST SERVICE GATE (REQUIRES THE SAME KEY AS THE FIRST GATE).  PASS
 AI5441'THROUGH THE GATE AND PROCEED 0.1 MI (0.2 KM) TO THE FOREST SERVICE
 AI5441'HELIPAD AND THE STATION ON THE LEFT, IN THE CENTER OF THE HELIPAD.
 AI5441'THE STATION DISK IS CEMENTED FLUSH WITH THE SURFACE INTO THE CENTER OF
 AI5441'THE 4 M (13.1 FT) DIAMETER CONCRETE OCTAGONAL HELIPAD.  THE HELIPAD IS
 AI5441'ABOUT 10 CM THICK.
 AI5441
 AI5441                          STATION RECOVERY (2005)
 AI5441
 AI5441'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (BHI)
 AI5441'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0518 ***********************************************************************
 GN0518  DESIGNATION -  CONT
 GN0518  PID         -  GN0518
 GN0518  STATE/COUNTY-  NM/RIO ARRIBA
 GN0518  USGS QUAD   -  LOS INDIOS CANYON (1983)
 GN0518
 GN0518                         *CURRENT SURVEY CONTROL
 GN0518  ___________________________________________________________________
 GN0518* NAD 83(1992)-  36 31 32.61294(N)    106 58 20.89507(W)     ADJUSTED  
 GN0518* NAVD 88     -      2391.7    (meters)    7847.     (feet)  VERTCON   
 GN0518  ___________________________________________________________________
 GN0518  LAPLACE CORR-           5.04  (seconds)                    DEFLEC99
 GN0518  GEOID HEIGHT-         -19.25  (meters)                     GEOID03
 GN0518
 GN0518  HORZ ORDER  -  SECOND
 GN0518
 GN0518.The horizontal coordinates were established by classical geodetic methods
 GN0518.and adjusted by the National Geodetic Survey in December 1993..
 GN0518
 GN0518.The NAVD 88 height was computed by applying the VERTCON shift value to
 GN0518.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GN0518
 GN0518.The Laplace correction was computed from DEFLEC99 derived deflections.
 GN0518
 GN0518.The geoid height was determined by GEOID03.
 GN0518
 GN0518;                    North         East     Units Scale Factor Converg.
 GN0518;SPC NM C     -   613,086.426   435,300.426   MT  0.99995156   -0 25 48.1
 GN0518;SPC NM C     - 2,011,434.38  1,428,148.15   sFT  0.99995156   -0 25 48.1
 GN0518;UTM  13      - 4,044,071.333   323,403.042   MT  0.99998424   -1 10 27.4
 GN0518
 GN0518!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GN0518!SPC NM C     -   0.99962781  x   0.99995156  =   0.99957939
 GN0518!UTM  13      -   0.99962781  x   0.99998424  =   0.99961205
 GN0518
 GN0518|---------------------------------------------------------------------|
 GN0518| PID    Reference Object                     Distance      Geod. Az  |
 GN0518|                                                           dddmmss.s |
 GN0518| CD3288 CONT RM 1                                          05132     |
 GN0518| CD3287 CONT AZ MK                                         1862849.9 |
 GN0518| GN0519 18 GRS                              APPROX. 0.5 KM 1944119.3 |
 GN0518| CD3289 CONT RM 2                             7.336 METERS 35109     |
 GN0518|---------------------------------------------------------------------|
 GN0518
 GN0518                          SUPERSEDED SURVEY CONTROL
 GN0518
 GN0518  NAD 83(1986)-  36 31 32.61222(N)    106 58 20.90047(W) AD(       ) 2
 GN0518  NAD 27      -  36 31 32.56540(N)    106 58 18.77220(W) AD(       ) 2
 GN0518  NGVD 29 (07/19/86) 2390.4    (m)         7843.     (f) VERT ANG       
 GN0518
 GN0518.Superseded values are not recommended for survey control.
 GN0518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0518.See file dsdata.txt to determine how the superseded data were derived.
 GN0518
 GN0518_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCA2340344071(NAD 83)
 GN0518_MARKER: DS = TRIANGULATION STATION DISK
 GN0518_SETTING: 0 = UNSPECIFIED SETTING
 GN0518
 GN0518  HISTORY     - Date     Condition        Report By
 GN0518  HISTORY     - 1960     MONUMENTED       CGS
 GN0518
 GN0518                          STATION DESCRIPTION
 GN0518
 GN0518'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (HWK)
 GN0518'THE STATION IS APPROXIMATELY 16 MILES AIRLINE NORTH OF LINDRITH,
 GN0518'14-1/2 MILES SOUTHWEST OF EL VADO, ON THE HIGHEST POINT AND
 GN0518'SOUTH END OF A SMALL, REDDISH CLAY BUTTE AND JUST NORTH OF THE
 GN0518'SOUTH BOUNDARY OF THE JICARILLA APACHE INDIAN RESERVATION.
 GN0518'
 GN0518'TO REACH THE STATION FROM THE POST OFFICE IN LINDRITH, GO NORTH
 GN0518'ON STATE HIGHWAY 95 (GRAVELED ROAD) FOR 6.1 MILES TO A FORK.
 GN0518'BEAR RIGHT WITH THE MAIN ROAD AND CONTINUE NORTH 4.7 MILES TO
 GN0518'A FORK AND A SIGN WOLF DRAW 7.  CONTINUE STRAIGHT AHEAD (LEFT
 GN0518'FORK) AND CONTINUE NORTH ON HIGHWAY 95 FOR 5.8 MILES TO THE
 GN0518'ENTRANCE TO THE JICARILLA APACHE RESERVATION BOUNDARY LINE.
 GN0518'(18 RGS 1953 USGS IS 95 FEET EAST) ENTER RESERVATION AND
 GN0518'CONTINUE 0.1 MILE TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE
 GN0518'NORTH ABOUT 200 FEET, TURN LEFT AND PICK WAY THROUGH BRUSH,
 GN0518'NORTHERLY 0.2 MILE TO THE SOUTH SIDE OF THE STATION HILL.
 GN0518'PACK NORTHERLY UP STEEP, CLAY RIDGE TO THE HIGHEST PART OF
 GN0518'THE BUTTE AND THE STATION.  A 10 MINUTE PACK.
 GN0518'
 GN0518'STATION MARK IS A STANDARD DISK STAMPED CONT 1960, BRAZED TO
 GN0518'THE TOP OF A 2-INCH CAST IRON PIPE WHICH PROJECTS 10 INCHES.
 GN0518'IT IS ON THE HIGHEST POINT OF THE CLAY RIDGE AND 48 FEET SOUTHWEST
 GN0518'OF A LONE PINON TREE WITH A TRIANGULAR BLAZE.  NO UNDERGROUND
 GN0518'DISK WAS SET.
 GN0518'
 GN0518'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED CONT NO 1 1960,
 GN0518'IS CEMENTED IN A DRILL HOLE IN ROCK OUTCROP FLUSH WITH THE
 GN0518'SURFACE.  IT IS 50 FEET NORTH OF THE PINON TREE AND 4 FEET
 GN0518'NORTHWEST OF THE RIM OF THE RIDGE.
 GN0518'
 GN0518'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED CONT NO 2 1960,
 GN0518'IS BRAZED TO THE TOP OF A 2-INCH CAST IRON PIPE WHICH PROJECTS
 GN0518'12 INCHES.  IT IS 41 FEET WEST OF THE PINON TREE, ON THE NORTHWEST
 GN0518'SLOPE OF THE HILL AND ABOUT 4 FEET LOWER IN ELEVATION THAN
 GN0518'THE STATION.
 GN0518'
 GN0518'AZIMUTH MARK IS A STANDARD DISK STAMPED CONT 1960, IS BRAZED
 GN0518'TO THE TOP OF A 2-INCH CAST IRON PIPE WHICH PROJECTS 10 INCHES.
 GN0518'IT IS 98 FEET NORTHEAST OF A 12-INCH CEDAR TREE WITH A TRIANGULAR
 GN0518'BLAZE AND 35 FEET SOUTHEAST OF THE CENTER OF HIGHWAY 95.
 GN0518'
 GN0518'18 GRS IS A STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK DISK
 GN0518'STAMPED 18 GRS 1953.  SET IN AN 8-INCH SQUARE CONCRETE POST
 GN0518'WHICH PROJECTS 8 INCHES.  IT IS 95 FEET EAST OF A FENCE AND
 GN0518'3 FEET NORTH OF A WOOD WITNESS POST.
 GN0518'
 GN0518'NOTE--REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0126 ***********************************************************************
 CX0126  DESIGNATION -  CONTROL
 CX0126  PID         -  CX0126
 CX0126  STATE/COUNTY-  NM/OTERO
 CX0126  USGS QUAD   -  HOLLOMAN (1982)
 CX0126
 CX0126                         *CURRENT SURVEY CONTROL
 CX0126  ___________________________________________________________________
 CX0126* NAD 83(1992)-  32 50 41.11747(N)    106 05 43.61987(W)     ADJUSTED  
 CX0126* NAVD 88     -      1240.397  (meters)    4069.54   (feet)  POSTED    
 CX0126  ___________________________________________________________________
 CX0126  LAPLACE CORR-           5.11  (seconds)                    DEFLEC99
 CX0126  GEOID HEIGHT-         -22.80  (meters)                     GEOID03
 CX0126  DYNAMIC HT  -        1238.590 (meters)    4063.61  (feet)  COMP
 CX0126  MODELED GRAV-     979,136.2   (mgal)                       NAVD 88
 CX0126
 CX0126  HORZ ORDER  -  SECOND
 CX0126  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 CX0126
 CX0126.The horizontal coordinates were established by classical geodetic methods
 CX0126.and adjusted by the National Geodetic Survey in December 1993..
 CX0126
 CX0126.The orthometric height was determined by differential leveling
 CX0126.and adjusted by the National Geodetic Survey in 1992..
 CX0126.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 CX0126.rate of 0.0 thru 1.0 mm/km.
 CX0126
 CX0126.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX0126
 CX0126.The geoid height was determined by GEOID03.
 CX0126
 CX0126.The dynamic height is computed by dividing the NAVD 88
 CX0126.geopotential number by the normal gravity value computed on the
 CX0126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0126.degrees latitude (g = 980.6199 gals.).
 CX0126
 CX0126.The modeled gravity was interpolated from observed gravity values.
 CX0126
 CX0126;                    North         East     Units Scale Factor Converg.
 CX0126;SPC NM C     -   204,546.682   514,466.999   MT  0.99990258   +0 05 01.8
 CX0126;SPC NM C     -   671,083.57  1,687,880.48   sFT  0.99990258   +0 05 01.8
 CX0126;UTM  13      - 3,634,608.218   397,486.199   MT  0.99972958   -0 35 39.1
 CX0126
 CX0126!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX0126!SPC NM C     -   0.99980887  x   0.99990258  =   0.99971147
 CX0126!UTM  13      -   0.99980887  x   0.99972958  =   0.99953850
 CX0126
 CX0126:                Primary Azimuth Mark                     Grid Az
 CX0126:SPC NM C     -  CONTROL AZ MK 2                          034 51 32.5
 CX0126:UTM  13      -  CONTROL AZ MK 2                          035 32 13.4
 CX0126
 CX0126|---------------------------------------------------------------------|
 CX0126| PID    Reference Object                     Distance      Geod. Az  |
 CX0126|                                                           dddmmss.s |
 CX0126| CC7192 CONTROL AZ MK 2                                    0345634.3 |
 CX0126| CX1443 HOLLOMAN AFB CONTROL TOWER           23.503 METERS 05124     |
 CX0126| CW0947 ALAMOGORDO ST SCH FOR BLIND TK      APPROX.15.0 KM 0590643.7 |
 CX0126| CW0948 ALAMOGORDO S PACIFIC RR TANK        APPROX.13.9 KM 0635532.5 |
 CX0126| CX1441 HOLLOMAN AFB CHURCH SPIRE           APPROX. 1.7 KM 1042427.7 |
 CX0126| CX0124 CONTROL RM 1                         21.076 METERS 13649     |
 CX0126| CC7191 CONTROL AZ MK                                      1420651.7 |
 CX0126| CX0125 CONTROL RM 2                         28.545 METERS 24621     |
 CX0126|---------------------------------------------------------------------|
 CX0126
 CX0126                          SUPERSEDED SURVEY CONTROL
 CX0126
 CX0126  NAD 83(1986)-  32 50 41.12535(N)    106 05 43.62161(W) AD(       ) 2
 CX0126  NAD 27      -  32 50 40.80450(N)    106 05 41.65610(W) AD(       ) 2
 CX0126  NGVD 29 (??/??/92) 1239.729  (m)         4067.34   (f) ADJ UNCH    2 0
 CX0126
 CX0126.Superseded values are not recommended for survey control.
 CX0126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0126.See file dsdata.txt to determine how the superseded data were derived.
 CX0126
 CX0126_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS9748634608(NAD 83)
 CX0126_MARKER: DS = TRIANGULATION STATION DISK
 CX0126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX0126_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CX0126_STAMPING: CONTROL 1943
 CX0126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX0126+STABILITY: SURFACE MOTION
 CX0126_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CX0126+SATELLITE: SATELLITE OBSERVATIONS - April 02, 2005
 CX0126
 CX0126  HISTORY     - Date     Condition        Report By
 CX0126  HISTORY     - 1943     MONUMENTED       CGS
 CX0126  HISTORY     - 1945     GOOD             NGS
 CX0126  HISTORY     - 1951     GOOD             USE
 CX0126  HISTORY     - 1969     GOOD             CGS
 CX0126  HISTORY     - 1979     GOOD             NGS
 CX0126  HISTORY     - 1986     GOOD             LOCSUR
 CX0126  HISTORY     - 20040210 GOOD             INDIV
 CX0126  HISTORY     - 20050402 GOOD             USPSQD
 CX0126
 CX0126                          STATION DESCRIPTION
 CX0126
 CX0126'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (EHB)
 CX0126'STATION IS LOCATED 8.0 MILES SW OF ALAMOGORDO AT THE MAIN
 CX0126'CONTROL TOWER AND LANDING FIELD OF THE ALAMOGORDO ARMY AIR
 CX0126'BASE.
 CX0126'
 CX0126'STATION IS 77.11 FEET SW OF THE CENTER OF THE CONTROL TOWER.
 CX0126'A BRONZE TRIANGULATION-STATION DISK SET IN A ROUND CONCRETE
 CX0126'POST FLUSH WITH THE GROUND.  STAMPED CONTROL 1943.
 CX0126'
 CX0126'UNDERGROUND MARK IS A BRONZE DISK SET IN THE TOP OF A CONCRETE
 CX0126'POST.
 CX0126'
 CX0126'REFERENCE MARK 1 IS SE OF THE STATION.  A BRONZE REFERENCE DISK
 CX0126'SET IN A ROUND CONCRETE POST FLUSH WITH THE GROUND.  STAMPED
 CX0126'CONTROL NO 1 1943.
 CX0126'
 CX0126'REFERENCE MARK 2 IS WSW OF THE STATION.  A BRONZE REFERENCE DISK
 CX0126'SET IN A ROUND CONCRETE POST FLUSH WITH THE GROUND.  STAMPED
 CX0126'CONTROL NO 2 1943.
 CX0126'
 CX0126'AZIMUTH MARK IS 0.7 MILE SE OF THE STATION, 150 FEET NE OF
 CX0126'THE NE CORNER OF THE SQUADRON SUPPLY BUILDING, 40 FEET W OF THE
 CX0126'CENTER LINE OF THE STREET AND 6 FEET W OF THE CENTER LINE OF A
 CX0126'STONE WALK.  A BRONZE AZIMUTH DISK SET IN A ROUND CONCRETE POST
 CX0126'FLUSH WITH THE GROUND.  STAMPED CONTROL 1943.
 CX0126'
 CX0126'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 54 AND 70 ABOUT
 CX0126'2.0 MILES S OF ALAMOGORDO, GO W ON U.S. HIGHWAY 70 FOR 6.6
 CX0126'MILES TO THE ENTRANCE OF THE ARMY AIR BASE.  TURN RIGHT INTO
 CX0126'BASE AND GO N 1.5 MILES TO THE FIRST STREET S OF THE LARGE HANGAR.
 CX0126'TURN LEFT AND GO W TWO BLOCKS, THEN N ACROSS THE LANDING FIELD
 CX0126'FOR 0.3 MILE TO THE CONTROL TOWER AND STATION.
 CX0126'
 CX0126'HEIGHT OF LIGHT ABOVE STATION MARK-25 METERS.
 CX0126
 CX0126                          STATION RECOVERY (1945)
 CX0126
 CX0126'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1945
 CX0126'10.5 MI SW FROM ALAMOGORDO.
 CX0126'10.5 MILES SOUTH OF THE SOUTHERN PACIFIC RAILROAD STATION AT
 CX0126'ALAMOGORDO, AT THE ALAMOGORDO ARMY AIR FIELD, 66 FEET WEST OF THE MAIN
 CX0126'CONTROL TOWER, 40 FEET NORTH OF GRAVELED ROAD WHICH LEADS WEST
 CX0126'NORTHWEST TO THE WEST HANGAR, ABOUT FLUSH WITH THE SURFACE.  A
 CX0126'STANDARD TRIANGULATION STATION DISK, STAMPED CONTROL 1943 AND SET IN
 CX0126'THE TOP OF A CONCRETE POST. NOTE-- ALAMOGORDO ARMY AIR FIELD IS NOW
 CX0126'HOLLOMAN AFB.
 CX0126
 CX0126                          STATION RECOVERY (1951)
 CX0126
 CX0126'RECOVERY NOTE BY US ENGINEERS 1951 (CFS)
 CX0126'STATION, R.M. NO. 1 AND NO. 2, AND AZIMUTH MARK ARE IN GOOD
 CX0126'CONDITION.
 CX0126
 CX0126                          STATION RECOVERY (1969)
 CX0126
 CX0126'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JCC)
 CX0126'ALL MARKS WERE RECOVERED IN GOOD CONDITION.  THE AZIMUTH MARK WAS
 CX0126'DESTROYED AT THE REQUEST OF THE ALBUQUERQUE DISTRICT U.S. CORP
 CX0126'OF ENGINEERS AND A NEW AZIMUTH MARK ESTABLISHED.  A COMPLETE
 CX0126'NEW DESCRIPTION FOLLOWS.
 CX0126'
 CX0126'STATION IS LOCATED ABOUT 8.0 MILES SOUTHWEST OF ALAMOGORDO AT
 CX0126'THE HOLLOMAN AIR FORCE BASE IN A TRIANGLE FORMED BY TAXI
 CX0126'STRIPS AND RUNWAY.
 CX0126'
 CX0126'STATION IS REACHED AS FOLLOWS--FROM THE JUNCTION OF U.S. HIGHWAY
 CX0126'70 AND THE MAIN ACCESS ROAD INTO HOLLOMAN AIR FORCE BASE
 CX0126'FOLLOW MAIN ACCESS ROAD 0.1 MILE TO GUARD GATE.  PASS
 CX0126'THROUGH GUARD GATE AND GO NORTHWESTERLY ON FIRST STREET 1.05 MILES
 CX0126'TO JUNCTION OF DELAWARE AVENUE.  TURN LEFT AND FOLLOW DELAWARE
 CX0126'AVENUE, SOUTHWESTERLY, 0.65 MILE TO EIGHTH STREET.  TURN RIGHT
 CX0126'ON EIGHTH STREET AND GO 0.1 MILE TO OPERATIONS BUILDING.
 CX0126'(PERMISSION MUST BE OBTAINED FROM OPERATIONS OFFICE BEFORE
 CX0126'STATION CAN BE VISITED.) CONTINUE NORTHWESTERLY 0.2 MILE,
 CX0126'ACROSS TAXI STRIP, TO A PAVED ROAD.  (TO REACH AZIMUTH MARK FROM
 CX0126'THIS POINT TURN RIGHT AND GO NORTHWEST ALONG TAXI STRIP 0.3
 CX0126'MILE TO GRAVELED ROAD ON THE LEFT.  TURN LEFT AND GO
 CX0126'NORTHERLY 0.45 MILE TO A CLEARED AREA AT AN EAST-WEST RUNWAY
 CX0126'AND THE AZIMUTH MARK.) CONTINUE NORTHEASTERLY, ON PAVED ROAD,
 CX0126'0.25 MILE TO THE STATION ON THE RIGHT.
 CX0126'
 CX0126'STATION, STAMPED CONTROL 1943, IS A STANDARD USC AND GS BRONZE
 CX0126'DISK SET IN THE TOP OF A 12-INCH IN DIAMETER CONCRETE MONUMENT
 CX0126'THAT PROJECTS ABOUT 3-INCHES ABOVE THE GROUND.  IT IS 223 FEET
 CX0126'NORTH OF THE CENTERLINE OF GRAVELED ROAD, 153 FEET EAST OF THE
 CX0126'CENTERLINE OF PAVED ROAD, 118 FEET WEST OF THE CENTERLINE OF A
 CX0126'GRAVELED ROAD, 4.5 FEET EAST OF A 4-INCH SQUARE WITNESS POST AND
 CX0126'ABOUT 1 FOOT ABOVE THE ELEVATION OF THE PAVED ROAD.
 CX0126'
 CX0126'R.M. 1, STAMPED CONTROL NO 1 1943, IS A STANDARD USC AND GS
 CX0126'BRONZE DISK SET IN THE TOP OF A 12-INCH IN DIAMETER CONCRETE
 CX0126'MONUMENT THAT IS FLUSH WITH THE GROUND AND ABOUT THE SAME
 CX0126'ELEVATION AS THE STATION.  IT IS 116 FEET WEST OF THE CENTERLINE
 CX0126'OF THE GRADED ROAD AND 69 FEET SOUTHEAST OF THE WITNESS POST.
 CX0126'
 CX0126'R.M. 2, STAMPED CONTROL NO 2 1943, IS A STANDARD USC AND GS
 CX0126'BRONZE DISK SET IN THE TOP OF A 12-INCH IN DIAMETER CONCRETE
 CX0126'MONUMENT THAT IS FLUSH WITH THE GROUND AND ABOUT THE SAME
 CX0126'ELEVATION AS THE STATION.  IT IS 90 FEET WEST OF THE WITNESS POST
 CX0126'AND 65 FEET EAST OF THE CENTERLINE OF THE PAVED ROAD.
 CX0126'
 CX0126'AZIMUTH MARK, STAMPED CONTROL 1943 1969, IS A STANDARD USC AND
 CX0126'GS BRONZE DISK SET IN THE TOP OF A 11-INCH IN DIAMETER CONCRETE
 CX0126'MONUMENT THAT PROJECTS ABOUT 2-INCHES ABOVE THE GROUND.  IT IS
 CX0126'273 FEET SOUTH OF THE SOUTH EDGE OF THE EAST-WEST RUNWAY, 100
 CX0126'FEET WEST NORTHWEST OF THE CENTERLINE OF THE GRAVELED ROAD AND
 CX0126'3.5 FEET NORTHWEST OF A METAL WITNESS SIGN.
 CX0126
 CX0126                          STATION RECOVERY (1979)
 CX0126
 CX0126'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (VEN)
 CX0126'STATION, RMS 1 AND 2 AND AZIMUTH MARK RECOVERED AS DESCRIBED IN
 CX0126'GOOD CONDITION.
 CX0126'
 CX0126'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--8 MI SW OF
 CX0126'ALAMOGORDO.
 CX0126
 CX0126                          STATION RECOVERY (1986)
 CX0126
 CX0126'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1986 (RF)
 CX0126'RECOVERED IN GOOD CONDITION.
 CX0126
 CX0126                          STATION RECOVERY (2004)
 CX0126
 CX0126'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (RLG)
 CX0126'RECOVERED IN GOOD CONDITION.
 CX0126
 CX0126                          STATION RECOVERY (2005)
 CX0126
 CX0126'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM)
 CX0126'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0124 ***********************************************************************
 CX0124  DESIGNATION -  CONTROL RM 1
 CX0124  PID         -  CX0124
 CX0124  STATE/COUNTY-  NM/OTERO
 CX0124  USGS QUAD   -  HOLLOMAN (1982)
 CX0124
 CX0124                         *CURRENT SURVEY CONTROL
 CX0124  ___________________________________________________________________
 CX0124* NAD 83(1986)-  32 50 40.     (N)    106 05 43.     (W)     SCALED    
 CX0124* NAVD 88     -      1240.442  (meters)    4069.68   (feet)  POSTED    
 CX0124  ___________________________________________________________________
 CX0124  GEOID HEIGHT-         -22.80  (meters)                     GEOID03
 CX0124  DYNAMIC HT  -        1238.630 (meters)    4063.74  (feet)  COMP
 CX0124  MODELED GRAV-     979,136.2   (mgal)                       NAVD 88
 CX0124
 CX0124  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 CX0124
 CX0124.The horizontal coordinates were scaled from a topographic map and have
 CX0124.an estimated accuracy of +/- 6 seconds.
 CX0124
 CX0124.The orthometric height was determined by differential leveling
 CX0124.and adjusted by the National Geodetic Survey in 1992..
 CX0124.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 CX0124.rate of 0.0 thru 1.0 mm/km.
 CX0124
 CX0124.The geoid height was determined by GEOID03.
 CX0124
 CX0124.The dynamic height is computed by dividing the NAVD 88
 CX0124.geopotential number by the normal gravity value computed on the
 CX0124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0124.degrees latitude (g = 980.6199 gals.).
 CX0124
 CX0124.The modeled gravity was interpolated from observed gravity values.
 CX0124
 CX0124;                    North         East    Units  Estimated Accuracy
 CX0124;SPC NM C     -   204,510.      514,480.      MT  (+/- 180 meters Scaled)
 CX0124
 CX0124                          SUPERSEDED SURVEY CONTROL
 CX0124
 CX0124  NGVD 29 (??/??/92) 1239.774  (m)         4067.49   (f) ADJ UNCH    2 0
 CX0124
 CX0124.Superseded values are not recommended for survey control.
 CX0124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0124.See file dsdata.txt to determine how the superseded data were derived.
 CX0124
 CX0124_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS975345(NAD 83)
 CX0124_MARKER: DR = REFERENCE MARK DISK
 CX0124_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX0124_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CX0124_STAMPING: CONTROL NO 1 1943
 CX0124_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX0124+STABILITY: SURFACE MOTION
 CX0124
 CX0124  HISTORY     - Date     Condition        Report By
 CX0124  HISTORY     - 1943     MONUMENTED       CGS
 CX0124  HISTORY     - 1945     GOOD             NGS
 CX0124
 CX0124                          STATION DESCRIPTION
 CX0124
 CX0124'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 CX0124'10.5 MI SW FROM ALAMOGORDO.
 CX0124'10.5 MILES SOUTHWEST OF THE SOUTHERN OF THE SOUTHERN PACIFIC RAILROAD
 CX0124'STATION AT ALAMOGORDO, AT THE ALAMOGORDO ARMY AIR FIELD, 0.1 MILE
 CX0124'NORTHWEST OF THE OLD U.S. HIGHWAY, 84 FEET SOUTH OF THE SOUTH LEG OF
 CX0124'THE MAIN CONTROL TOWER, 3 FEET SOUTH OF THE FIRST POWER LINE POLE
 CX0124'SOUTH OF THE CONTROL TOWER, ABOUT FLUSH WITH THE SURFACE. A STANDARD
 CX0124'REFERENCE-MARK DISK, STAMPED CONTROL NO 1 1943 AND SET IN THE TOP OF A
 CX0124'CONCRETE POST.  NOTE-- ALAMOGORDO ARMY AIR FIELD IS NOW HOLLOMAN AFB.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0125 ***********************************************************************
 CX0125  DESIGNATION -  CONTROL RM 2
 CX0125  PID         -  CX0125
 CX0125  STATE/COUNTY-  NM/OTERO
 CX0125  USGS QUAD   -  HOLLOMAN (1982)
 CX0125
 CX0125                         *CURRENT SURVEY CONTROL
 CX0125  ___________________________________________________________________
 CX0125* NAD 83(1986)-  32 50 40.     (N)    106 05 43.     (W)     SCALED    
 CX0125* NAVD 88     -      1239.926  (meters)    4067.99   (feet)  POSTED    
 CX0125  ___________________________________________________________________
 CX0125  GEOID HEIGHT-         -22.80  (meters)                     GEOID03
 CX0125  DYNAMIC HT  -        1238.120 (meters)    4062.07  (feet)  COMP
 CX0125  MODELED GRAV-     979,136.2   (mgal)                       NAVD 88
 CX0125
 CX0125  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 CX0125
 CX0125.The horizontal coordinates were scaled from a topographic map and have
 CX0125.an estimated accuracy of +/- 6 seconds.
 CX0125
 CX0125.The orthometric height was determined by differential leveling
 CX0125.and adjusted by the National Geodetic Survey in 1992..
 CX0125.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 CX0125.rate of 0.0 thru 1.0 mm/km.
 CX0125
 CX0125.The geoid height was determined by GEOID03.
 CX0125
 CX0125.The dynamic height is computed by dividing the NAVD 88
 CX0125.geopotential number by the normal gravity value computed on the
 CX0125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0125.degrees latitude (g = 980.6199 gals.).
 CX0125
 CX0125.The modeled gravity was interpolated from observed gravity values.
 CX0125
 CX0125;                    North         East    Units  Estimated Accuracy
 CX0125;SPC NM C     -   204,510.      514,480.      MT  (+/- 180 meters Scaled)
 CX0125
 CX0125                          SUPERSEDED SURVEY CONTROL
 CX0125
 CX0125  NGVD 29 (??/??/92) 1239.258  (m)         4065.80   (f) ADJ UNCH    2 0
 CX0125
 CX0125.Superseded values are not recommended for survey control.
 CX0125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0125.See file dsdata.txt to determine how the superseded data were derived.
 CX0125
 CX0125_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS975345(NAD 83)
 CX0125_MARKER: DR = REFERENCE MARK DISK
 CX0125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX0125_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CX0125_STAMPING: CONTROL NO 2 1943
 CX0125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX0125+STABILITY: SURFACE MOTION
 CX0125
 CX0125  HISTORY     - Date     Condition        Report By
 CX0125  HISTORY     - 1943     MONUMENTED       CGS
 CX0125  HISTORY     - 1945     GOOD             NGS
 CX0125
 CX0125                          STATION DESCRIPTION
 CX0125
 CX0125'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 CX0125'10.5  MI SW FROM ALAMOGORDO.
 CX0125'10.5 MILES SOUTHWEST OF THE SOUTHERN PACIFIC RAILROAD STATION AT
 CX0125'ALAMOGDRO, AT THE ALAMOGORDO ARMY AIR FIELD, 165 FEET WEST THE MAIN
 CX0125'CONTROL TOWER, 21 FEET NORTH OF A GRAVELED ROAD WHICH LEADS WEST
 CX0125'NORTHWEST TO THE WEST HANGAR, ABOUT FLUSH WITH THE SURFACE. A STANDARD
 CX0125'REFERENCE-MARK DISK, STAMPED CONTROL NO 2 1943 AND SET IN THE TOP OF A
 CX0125'CONCRETE POST.  NOTE-- ALAMOGORDO ARMY AIR FIELD IS NOW HOLLOMAN AFB.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0734 ***********************************************************************
 GL0734  DESIGNATION -  COOK
 GL0734  PID         -  GL0734
 GL0734  STATE/COUNTY-  NM/UNION
 GL0734  USGS QUAD   -  TATE SCHOOL (1966)
 GL0734
 GL0734                         *CURRENT SURVEY CONTROL
 GL0734  ___________________________________________________________________
 GL0734* NAD 83(1992)-  36 16 54.88466(N)    103 24 32.83872(W)     ADJUSTED  
 GL0734* NAVD 88     -      1621.347  (meters)    5319.37   (feet)  ADJUSTED  
 GL0734  ___________________________________________________________________
 GL0734  LAPLACE CORR-          -7.54  (seconds)                    DEFLEC99
 GL0734  GEOID HEIGHT-         -21.37  (meters)                     GEOID03
 GL0734  DYNAMIC HT  -        1619.385 (meters)    5312.93  (feet)  COMP
 GL0734  MODELED GRAV-     979,364.1   (mgal)                       NAVD 88
 GL0734
 GL0734  HORZ ORDER  -  SECOND
 GL0734  VERT ORDER  -  SECOND    CLASS 0
 GL0734
 GL0734.The horizontal coordinates were established by classical geodetic methods
 GL0734.and adjusted by the National Geodetic Survey in December 1993..
 GL0734
 GL0734.The orthometric height was determined by differential leveling
 GL0734.and adjusted by the National Geodetic Survey in June 1991..
 GL0734
 GL0734.The Laplace correction was computed from DEFLEC99 derived deflections.
 GL0734
 GL0734.The geoid height was determined by GEOID03.
 GL0734
 GL0734.The dynamic height is computed by dividing the NAVD 88
 GL0734.geopotential number by the normal gravity value computed on the
 GL0734.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0734.degrees latitude (g = 980.6199 gals.).
 GL0734
 GL0734.The modeled gravity was interpolated from observed gravity values.
 GL0734
 GL0734;                    North         East     Units Scale Factor Converg.
 GL0734;SPC NM E     -   586,192.823   248,026.263   MT  0.99999400   +0 32 49.0
 GL0734;SPC NM E     - 1,923,200.95    813,732.83   sFT  0.99999400   +0 32 49.0
 GL0734;UTM  13      - 4,016,391.352   642,875.565   MT  0.99985152   +0 56 29.7
 GL0734
 GL0734!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GL0734!SPC NM E     -   0.99974895  x   0.99999400  =   0.99974296
 GL0734!UTM  13      -   0.99974895  x   0.99985152  =   0.99960051
 GL0734
 GL0734:                Primary Azimuth Mark                     Grid Az
 GL0734:SPC NM E     -  COOK AZ MK                               070 12 47.4
 GL0734:UTM  13      -  COOK AZ MK                               069 49 06.7
 GL0734
 GL0734|---------------------------------------------------------------------|
 GL0734| PID    Reference Object                     Distance      Geod. Az  |
 GL0734|                                                           dddmmss.s |
 GL0734| GL0732 COOK AZ MK                                         0704536.4 |
 GL0734| GL0733 COOK RM 1                            25.316 METERS 08638     |
 GL0734| GL0735 COOK RM 2                            26.837 METERS 17859     |
 GL0734|---------------------------------------------------------------------|
 GL0734
 GL0734                          SUPERSEDED SURVEY CONTROL
 GL0734
 GL0734  NAD 83(1986)-  36 16 54.89369(N)    103 24 32.83547(W) AD(       ) 2
 GL0734  NAD 27      -  36 16 54.78340(N)    103 24 31.01890(W) AD(       ) 2
 GL0734  NGVD 29 (??/??/92) 1620.583  (m)         5316.86   (f) ADJ UNCH    2 0
 GL0734
 GL0734.Superseded values are not recommended for survey control.
 GL0734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0734.See file dsdata.txt to determine how the superseded data were derived.
 GL0734
 GL0734_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA4287616391(NAD 83)
 GL0734_MARKER: DS = TRIANGULATION STATION DISK
 GL0734_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0734_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0734_STAMPING: COOK 1935
 GL0734_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0734+STABILITY: SURFACE MOTION
 GL0734
 GL0734  HISTORY     - Date     Condition        Report By
 GL0734  HISTORY     - 1935     MONUMENTED       CGS
 GL0734  HISTORY     - 1955     GOOD             CGS
 GL0734  HISTORY     - 1955     GOOD             NGS
 GL0734  HISTORY     - 1960     GOOD             CGS
 GL0734
 GL0734                          STATION DESCRIPTION
 GL0734
 GL0734'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 GL0734'ABOUT 18 MILES AIR LINE SOUTHWEST OF CLAYTON, ON THE PROPERTY
 GL0734'OF MR. COOK OF THOMAS, N. MEX., ON TOP OF THE HIGHEST HILL IN
 GL0734'THE VICINITY, 185 FEET SOUTHEAST OF A LONE, SOUTHEAST FENCE CORNER
 GL0734'AND ABOUT 25 YARDS EAST OF THE PROJECTION OF A NORTH-SOUTH FENCE.
 GL0734'TO REACH THE STATION FROM CROSSROADS ABOUT 100 YARDS WEST OF
 GL0734'THOMAS POST OFFICE DRIVE WEST 1.0 MILE TO THE CROSSROADS, TURN
 GL0734'NORTH AND GO 2.0 MILES TO CROSSROADS, TURN LEFT (WEST) AND
 GL0734'GO 2.8 MILES, TAKE LEFT OR MAIN-TRAVELED FORK AND GO
 GL0734'WEST-NORTHWESTERLY 1.0 MILE TO THE FARMHOUSE OF J.L. ATWOOD,
 GL0734'PASS BETWEEN WINDMILL AND HOUSE AND CONTINUE
 GL0734'WEST-NORTHWESTERLY ON A TRACK ROAD 0.5 MILE, TURN RIGHT AND GO
 GL0734'NORTH 0.4 MILE, PASS THROUGH GATE, TURN LEFT (WEST) AND GO
 GL0734'1.0 MILE TO CROSSROADS, PASS THROUGH THE GATE ON SOUTH SIDE
 GL0734'OF ROAD AND GO SOUTH 0.5 MILE TO AN OLD FENCE CORNER.  THE
 GL0734'AZIMUTH MARK IS AT THIS POINT.  TURN RIGHT (WEST), PASS
 GL0734'BETWEEN THE FENCE CORNER AND AN OLD BOILER AND GO ACROSS THE
 GL0734'COUNTRY 0.5 MILE TO THE HIGHEST POINT AND STATION.  THE SURFACE,
 GL0734'UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD DISKS SET
 GL0734'IN CONCRETE.  REFERENCE MARK
 GL0734'NO. 1 IS 25.315 METERS (83.05 FEET) FROM STATION,
 GL0734'AND NO. 2 IS 26.834 METERS (88.04 FEET) FROM
 GL0734'STATION.  THE AZIMUTH MARK IS 0.1
 GL0734'MILE NORTH-NORTHEAST OF AN OLD STEEL BOILER, 40 FEET WEST OF AN
 GL0734'OLD FENCE CORNER.  52 FEET WEST OF THE CENTER LINE OF A
 GL0734'NORTH-SOUTH TRACK ROAD, AND ABOUT 0.5 MILE FROM STATION.
 GL0734
 GL0734                          STATION RECOVERY (1955)
 GL0734
 GL0734'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (HDR)
 GL0734'16.6 MILES SOUTHWEST ALONG STATE HIGHWAY 58 FROM THE COLORADO
 GL0734'AND SOUTHERN RAILROAD STATION AT CLAYTON, THENCE 0.6 MILE SOUTH
 GL0734'ALONG A GRADED DIRT ROAD, THENCE 0.2 MILE WEST ALONG OLD STATE
 GL0734'HIGHWAY 58, THENCE 1.2 MILES SOUTH ALONG OLD STATE HIGHWAY 58,
 GL0734'THENCE 2.4 MILES SOUTHEAST ALONG A TRACK ROAD, THENCE 0.6 MILE
 GL0734'SOUTH ALONG A TRACK ROAD, THENCE 1.2 MILES SOUTHEAST ALONG A
 GL0734'TRACK ROAD, THENCE 1.0 MILE SOUTH ALONG A TRACK ROAD, THENCE
 GL0734'0.4 MILE SOUTH ALONG A DIM TRACK ROAD, THENCE 0.5 MILE WEST
 GL0734'ACROSS A PASTURE, ON TOP OF A HILL, 183.5 FEET SOUTHEAST OF A
 GL0734'FENCE CORNER, 85.5 FEET EAST OF A FENCE, 5 FEET WEST OF A WITNESS
 GL0734'POST, A TRIANGULATION STATION DISK SET IN THE TOP OF A
 GL0734'CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND, STAMPED
 GL0734'COOK 1935.
 GL0734'
 GL0734'COOK R.M. 1 IS 83.1 FEET EAST OF TRIANGULATION STATION COOK 1935,
 GL0734'230 FEET SOUTHEAST OF A FENCE CORNER, 170.5 FEET EAST OF A
 GL0734'NORTH AND SOUTH FENCE, A REFERENCE MARK DISK SET IN THE TOP OF A
 GL0734'CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND, STAMPED
 GL0734'COOK NO 1 1935.
 GL0734'
 GL0734'COOK R.M. 2 IS 88.0 FEET SOUTH OF TRIANGULATION STATION COOK
 GL0734'1935, 264 FEET SOUTHEAST OF A FENCE CORNER, 85 FEET EAST OF A
 GL0734'NORTH AND SOUTH FENCE, A REFERENCE MARK DISK SET IN THE TOP
 GL0734'OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND,
 GL0734'STAMPED COOK NO 2 1935.
 GL0734'
 GL0734'COOK 1935 AZIMUTH IS 0.5 MILE EAST OF TRIANGULATION STATION COOK
 GL0734'1935, 0.2 MILE WEST OF A NORTH AND SOUTH FENCE, 1.4 MILES SOUTH
 GL0734'OF AN ABANDONED SCHOOLHOUE, 1.5 MILES WEST OF A RANCH HOUSE,
 GL0734'50 FEET WEST OF THE CENTER LINE OF A TRACK ROAD, 2.4 FEET WEST
 GL0734'OF A WITNESS POST, A REFERENCE MARK DISK SET IN THE TOP OF A
 GL0734'CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND, STAMPED COOK
 GL0734'AZIMUTH 1935.
 GL0734
 GL0734                          STATION RECOVERY (1955)
 GL0734
 GL0734'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 GL0734'24.7 MI SW FROM CLAYTON.
 GL0734'16.6 MILES SOUTHWEST ALONG STATE HIGHWAY 58 FROM THE COLORADO AND
 GL0734'SOUTHERN RAILROAD STATION AT CLAYTON, THENCE 0.6 MILE SOUTH ALONG A
 GL0734'GRADED DIRT ROAD, THENCE 0.2 MILE WEST ALONG OLD STATE HIGHWAY 58,
 GL0734'THENCE 1.2 MILES SOUTH ALONG OLD STATE HIGHWAY 58, THENCE 2.4 MILES
 GL0734'SOUTHEAST ALONG A TRACK ROAD, THENCE 0.6 MILE SOUTH ALONG A TRACK
 GL0734'ROAD, THENCE 1.2 MILES SOUTHEAST ALONG A TRACK ROAD, THENCE 1.0 MILE
 GL0734'SOUTH ALONG A TRACK ROAD.  THENCE 0.4 MILE SOUTH ALONG A DIM TRACK
 GL0734'ROAD, THENCE 0.5 MILE WEST ACROSS A PASTURE, ON TOP OF A HILL, 183.5
 GL0734'FEET SOUTHEAST OF A FENCE CORNER, 85.5 FEET EAST OF A FENCE, 5 FEET
 GL0734'WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 GL0734'PROJECTS 0.3 FOOT ABOVE THE GROUND.
 GL0734
 GL0734                          STATION RECOVERY (1960)
 GL0734
 GL0734'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HWK)
 GL0734'ALL MARKS WERE RECOVERED IN GOOD CONDITION AND THE DISTANCE AND
 GL0734'DIRECTIONS WERE VERIFIED.
 GL0734'
 GL0734'THE FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 GL0734'
 GL0734'THE STATION IS APPROXIMATELY 18 MILES SOUTHWEST OF CLAYTON, 8
 GL0734'MILES NORTH AND 2-1/2 MILES WEST OF CLAPHAM, 7 MILES SOUTH OF
 GL0734'U.S. HIGHWAY 56, IN SECTION 27, T 24 N, R 33 E, AND ON PASTURE
 GL0734'LAND OWNED BY MR. TOM BATES.
 GL0734'
 GL0734'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 56 AND
 GL0734'STATE HIGHWAY 120, NORTH, GO EAST AND NORTHEAST ON HIGHWAY 56
 GL0734'FOR 10.75 MILES TO A BRIDGE.  CONTINUE NORTHEAST ON HIGHWAY 56
 GL0734'FOR 1.0 MILE TO A GRAVEL SIDE ROAD ON THE RIGHT.  TURN RIGHT,
 GL0734'SOUTH, FOR 0.6 MILE TO A CATTLE GUARD AT A CORRAL ON THE LEFT.
 GL0734'PASS OVER THE CATTLE GUARD AND GO SOUTHEAST AND THEN SOUTH,
 GL0734'CROSSING CREEK BED, FOR 2.65 MILES TO A T-INTERSECTION.  TURN
 GL0734'LEFT, EASTERLY, ON A GRADED ROAD FOR 0.55 MILE TO A FORK AT A
 GL0734'CATTLE GUARD ON THE RIGHT.  BEAR LEFT, EASTERLY, ON A TRACK
 GL0734'ROAD FOR 0.45 MILE TO A CROSSROAD.  TURN RIGHT, PASS THROUGH A
 GL0734'GATE, KEEP LEFT FORK, AND GO SOUTHERLY ON A TRACK ROAD FOR 0.7
 GL0734'MILE TO A WIRE GATE.  PASS THROUGH GATE, TURN RIGHT, SOUTH, ON
 GL0734'A TRACK ROAD FOR 0.6 MILE TO A WINDMILL AND SOME OLD STONE
 GL0734'BUILDINGS.  CONTINUE SOUTHEASTERLY ON THE TRACK ROAD FOR 0.6
 GL0734'MILE TO A WIRE GATE.  PASS THROUGH THE GATE AND GO EAST ON THE
 GL0734'TRACK ROAD FOR 0.45 MILE TO A CROSSROAD AT SOME ABANDONED
 GL0734'BUILDINGS ON THE LEFT.  TURN RIGHT, SOUTH, ON A TRACK ROAD FOR
 GL0734'1.0 MILE TO A WIRE GATE AND A ROAD TO THE LEFT.  PASS THROUGH
 GL0734'THE GATE AND GO SOUTHEASTERLY ON THE TRACK ROAD FOR 0.35 MILE TO A
 GL0734'DIM REVERSE Y FORK JUST BEFORE REACHING A WIRE GATE.  TURN
 GL0734'RIGHT, LEAVE TRACK ROADS, AND GO WEST ACROSS PASTURE FOR
 GL0734'0.15 MILE TO THE AZIMUTH MARK.  BEAR LEFT SLIGHTLY AND GO
 GL0734'SOUTHWEST ACROSS THE PASTURE, TOWARD THE FENCE CORNER, FOR
 GL0734'0.5 MILE TO THE STATION.
 GL0734'
 GL0734'STATION MARKS ARE STANDARD DISKS STAMPED COOK 1935.  THE SURFACE
 GL0734'DISK IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.
 GL0734'IT IS IN OPEN PASTURE LAND, 184 FEET SOUTHEAST OF A FENCE CORNER,
 GL0734'85.5 FEET EAST OF THE FENCE AND 9 FEET SOUTH SOUTHWEST OF THE
 GL0734'CENTER OF A DIM TRACK ROAD.  THE UNDERGROUND DISK WAS NOT
 GL0734'INSPECTED.
 GL0734'
 GL0734'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED COOK NO 1 1935,
 GL0734'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS
 GL0734'11 FEET NORTH OF THE CENTER OF THE DIM TRACK ROAD.
 GL0734'
 GL0734'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED COOK NO. 2 1935,
 GL0734'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS
 GL0734'8 FEET EAST OF THE FENCE.
 GL0734'
 GL0734'AZIMUTH MARK, A STANDARD REFERENCE MARK DISK STAMPED COOK 1935
 GL0734'AZIMUTH, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 5
 GL0734'INCHES.  IT IS 3.5 FEET WEST OF A WOODEN WITNESS POST.
 GL0734'
 GL0734'NOTE--REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0732 ***********************************************************************
 GL0732  DESIGNATION -  COOK AZ MK
 GL0732  PID         -  GL0732
 GL0732  STATE/COUNTY-  NM/UNION
 GL0732  USGS QUAD   -  TATE SCHOOL (1966)
 GL0732
 GL0732                         *CURRENT SURVEY CONTROL
 GL0732  ___________________________________________________________________
 GL0732* NAD 83(1986)-  36 17 02.     (N)    103 24 01.     (W)     SCALED    
 GL0732* NAVD 88     -      1615.193  (meters)    5299.18   (feet)  ADJUSTED  
 GL0732  ___________________________________________________________________
 GL0732  GEOID HEIGHT-         -21.41  (meters)                     GEOID03
 GL0732  DYNAMIC HT  -        1613.238 (meters)    5292.77  (feet)  COMP
 GL0732  MODELED GRAV-     979,364.2   (mgal)                       NAVD 88
 GL0732
 GL0732  VERT ORDER  -  SECOND    CLASS 0
 GL0732
 GL0732.The horizontal coordinates were scaled from a topographic map and have
 GL0732.an estimated accuracy of +/- 6 seconds.
 GL0732
 GL0732.The orthometric height was determined by differential leveling
 GL0732.and adjusted by the National Geodetic Survey in June 1991..
 GL0732
 GL0732.The geoid height was determined by GEOID03.
 GL0732
 GL0732.The dynamic height is computed by dividing the NAVD 88
 GL0732.geopotential number by the normal gravity value computed on the
 GL0732.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0732.degrees latitude (g = 980.6199 gals.).
 GL0732
 GL0732.The modeled gravity was interpolated from observed gravity values.
 GL0732
 GL0732;                    North         East    Units  Estimated Accuracy
 GL0732;SPC NM E     -   586,420.      248,820.      MT  (+/- 180 meters Scaled)
 GL0732
 GL0732                          SUPERSEDED SURVEY CONTROL
 GL0732
 GL0732  NGVD 29 (??/??/92) 1614.429  (m)         5296.67   (f) ADJ UNCH    2 0
 GL0732
 GL0732.Superseded values are not recommended for survey control.
 GL0732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0732.See file dsdata.txt to determine how the superseded data were derived.
 GL0732
 GL0732_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA436166(NAD 83)
 GL0732_MARKER: DR = REFERENCE MARK DISK
 GL0732_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0732_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0732_STAMPING: COOK AZIMUTH 1935
 GL0732_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0732+STABILITY: SURFACE MOTION
 GL0732
 GL0732  HISTORY     - Date     Condition        Report By
 GL0732  HISTORY     - 1935     MONUMENTED       CGS
 GL0732  HISTORY     - 1955     GOOD             NGS
 GL0732
 GL0732                          STATION DESCRIPTION
 GL0732
 GL0732'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GL0732'24.2 MI SW FROM CLAYTON.
 GL0732'16.6 MILES SOUTHWEST ALONG STATE HIGHWAY 58 FROM THE COLORADO AND
 GL0732'SOUTHERN RAILROAD STATION AT CLAYTON, THENCE 0.6 MILE SOUTH ALONG A
 GL0732'GRADED DIRT ROAD, THENCE 0.2 MILE WEST ALONG OLD STATE HIGHWAY 58,
 GL0732'THENCE 1.2 MILES SOUTH ALONG OLD STATE HIGHWAY 58, THENCE 2.4 MILES
 GL0732'SOUTHEAST ALONG A TRACK ROAD, THENCE 0.6 MILE SOUTH ALONG A TRACK
 GL0732'ROAD, THENCE 1.2 MILES SOUTHEAST ALONG A TRACK ROAD, THENCE 1.0 MILE
 GL0732'SOUTH ALONG A TRACK ROAD, THENCE 0.4 MILE SOUTH ALONG A DIM TRACK
 GL0732'ROAD, 0.2 MILE WEST OF A NORTH AND SOUTH FENCE, 1.4 MILES SOUTH OF AN
 GL0732'ABANDONED SCHOOLHOUSE, 1.5 MILES WEST OF A RANCH HOUSE, 50 FEET WEST
 GL0732'OF THE CENTER LINE OF A TRACK ROAD, 2.4 FEET WEST OF A WITNESS POST,
 GL0732'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE
 GL0732'GROUND, 0.5 MILE EAST OF TRIANGULATION STATION COOK 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0733 ***********************************************************************
 GL0733  DESIGNATION -  COOK RM 1
 GL0733  PID         -  GL0733
 GL0733  STATE/COUNTY-  NM/UNION
 GL0733  USGS QUAD   -  TATE SCHOOL (1966)
 GL0733
 GL0733                         *CURRENT SURVEY CONTROL
 GL0733  ___________________________________________________________________
 GL0733* NAD 83(1986)-  36 16 54.     (N)    103 24 33.     (W)     SCALED    
 GL0733* NAVD 88     -      1620.954  (meters)    5318.08   (feet)  ADJUSTED  
 GL0733  ___________________________________________________________________
 GL0733  GEOID HEIGHT-         -21.37  (meters)                     GEOID03
 GL0733  DYNAMIC HT  -        1618.992 (meters)    5311.64  (feet)  COMP
 GL0733  MODELED GRAV-     979,364.1   (mgal)                       NAVD 88
 GL0733
 GL0733  VERT ORDER  -  SECOND    CLASS 0
 GL0733
 GL0733.The horizontal coordinates were scaled from a topographic map and have
 GL0733.an estimated accuracy of +/- 6 seconds.
 GL0733
 GL0733.The orthometric height was determined by differential leveling
 GL0733.and adjusted by the National Geodetic Survey in June 1991..
 GL0733
 GL0733.The geoid height was determined by GEOID03.
 GL0733
 GL0733.The dynamic height is computed by dividing the NAVD 88
 GL0733.geopotential number by the normal gravity value computed on the
 GL0733.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0733.degrees latitude (g = 980.6199 gals.).
 GL0733
 GL0733.The modeled gravity was interpolated from observed gravity values.
 GL0733
 GL0733;                    North         East    Units  Estimated Accuracy
 GL0733;SPC NM E     -   586,170.      248,020.      MT  (+/- 180 meters Scaled)
 GL0733
 GL0733                          SUPERSEDED SURVEY CONTROL
 GL0733
 GL0733  NGVD 29 (??/??/92) 1620.190  (m)         5315.57   (f) ADJ UNCH    2 0
 GL0733
 GL0733.Superseded values are not recommended for survey control.
 GL0733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0733.See file dsdata.txt to determine how the superseded data were derived.
 GL0733
 GL0733_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA428163(NAD 83)
 GL0733_MARKER: DR = REFERENCE MARK DISK
 GL0733_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0733_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0733_STAMPING: COOK NO 1 1935
 GL0733_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0733+STABILITY: SURFACE MOTION
 GL0733
 GL0733  HISTORY     - Date     Condition        Report By
 GL0733  HISTORY     - 1935     MONUMENTED       CGS
 GL0733  HISTORY     - 1955     GOOD             NGS
 GL0733
 GL0733                          STATION DESCRIPTION
 GL0733
 GL0733'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GL0733'24.7 MI SW FROM CLAYTON.
 GL0733'16.6 MILES SOUTHWEST ALONG STATE HIGHWAY 58 FROM THE COLORADO AND
 GL0733'SOUTHERN RAILROAD STATION AT CLAYTON, THENCE 0.6 MILE SOUTH ALONG A
 GL0733'GRADED DIRT ROAD, THENCE 0.2 MILE WEST ALONG OLD STATE HIGHWAY 58,
 GL0733'THENCE 1.2 MILES SOUTH ALONG OLD STATE HIGHWAY 58, THENCE 2.4 MILES
 GL0733'SOUTHEAST ALONG A TRACK ROAD, THENCE 0.6 MILE SOUTH ALONG A TRACK
 GL0733'ROAD, THENCE 1.2 MILES SOUTHEAST ALONG A TRACK ROAD, THENCE 1.0 MILE
 GL0733'SOUTH ALONG A TRACK ROAD, THENCE 0.4 MILE SOUTH ALONG A DIM TRACK
 GL0733'ROAD, THENCE 0.5 MILE WEST ACROSS A PASTURE, 230 FEET SOUTHEAST OF A
 GL0733'FENCE CORNER, 170.5 FEET EAST OF A NORTH AND SOUTH FENCE, 83.1 FEET
 GL0733'EAST OF TRIANGULATION STATION COOK 1935, SET IN THE TOP OF A CONCRETE
 GL0733'POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0735 ***********************************************************************
 GL0735  DESIGNATION -  COOK RM 2
 GL0735  PID         -  GL0735
 GL0735  STATE/COUNTY-  NM/UNION
 GL0735  USGS QUAD   -  TATE SCHOOL (1966)
 GL0735
 GL0735                         *CURRENT SURVEY CONTROL
 GL0735  ___________________________________________________________________
 GL0735* NAD 83(1986)-  36 16 54.     (N)    103 24 33.     (W)     SCALED    
 GL0735* NAVD 88     -      1621.126  (meters)    5318.64   (feet)  ADJUSTED  
 GL0735  ___________________________________________________________________
 GL0735  GEOID HEIGHT-         -21.37  (meters)                     GEOID03
 GL0735  DYNAMIC HT  -        1619.164 (meters)    5312.21  (feet)  COMP
 GL0735  MODELED GRAV-     979,364.1   (mgal)                       NAVD 88
 GL0735
 GL0735  VERT ORDER  -  SECOND    CLASS 0
 GL0735
 GL0735.The horizontal coordinates were scaled from a topographic map and have
 GL0735.an estimated accuracy of +/- 6 seconds.
 GL0735
 GL0735.The orthometric height was determined by differential leveling
 GL0735.and adjusted by the National Geodetic Survey in June 1991..
 GL0735
 GL0735.The geoid height was determined by GEOID03.
 GL0735
 GL0735.The dynamic height is computed by dividing the NAVD 88
 GL0735.geopotential number by the normal gravity value computed on the
 GL0735.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0735.degrees latitude (g = 980.6199 gals.).
 GL0735
 GL0735.The modeled gravity was interpolated from observed gravity values.
 GL0735
 GL0735;                    North         East    Units  Estimated Accuracy
 GL0735;SPC NM E     -   586,170.      248,020.      MT  (+/- 180 meters Scaled)
 GL0735
 GL0735                          SUPERSEDED SURVEY CONTROL
 GL0735
 GL0735  NGVD 29 (??/??/92) 1620.362  (m)         5316.14   (f) ADJ UNCH    2 0
 GL0735
 GL0735.Superseded values are not recommended for survey control.
 GL0735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0735.See file dsdata.txt to determine how the superseded data were derived.
 GL0735
 GL0735_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA428163(NAD 83)
 GL0735_MARKER: DR = REFERENCE MARK DISK
 GL0735_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0735_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0735_STAMPING: COOK NO 2 1935
 GL0735_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0735+STABILITY: SURFACE MOTION
 GL0735
 GL0735  HISTORY     - Date     Condition        Report By
 GL0735  HISTORY     - 1935     MONUMENTED       CGS
 GL0735  HISTORY     - 1955     GOOD             NGS
 GL0735
 GL0735                          STATION DESCRIPTION
 GL0735
 GL0735'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GL0735'24.7 MI SW FROM CLAYTON.
 GL0735'16.6 MILES SOUTHWEST ALONG STATE HIGHWAY 58 FROM THE COLORADO AND
 GL0735'SOUTHERN RAILROAD STATION AT CLAYTON, THENCE 0.6 MILE SOUTH ALONG A
 GL0735'GRADED DIRT ROAD, THENCE 0.2 MILE WEST ALONG OLD STATE HIGHWAY 58,
 GL0735'THENCE 1.2 MILES SOUTH ALONG OLD STATE HIGHWAY 58, THENCE 2.4 MILES
 GL0735'SOUTHEAST ALONG A TRACK ROAD, THENCE 0.6 MILE SOUTH ALONG A TRACK
 GL0735'ROAD, THENCE 1.2 MILES SOUTHEAST ALONG A TRACK ROAD, THENCE 1.0 MILE
 GL0735'SOUTH ALONG A TRACK ROAD, THENCE 0.4 MILE SOUTH ALONG A DIM TRACK
 GL0735'ROAD, THENCE 0.5 MILE WEST ACROSS A PASTURE, ON TOP OF A HILL, 264
 GL0735'FEET SOUTHEAST OF A FENCE CORNER, 85 FEET EAST OF A NORTH AND SOUTH
 GL0735'FENCE, 88.0 FEET SOUTH OF TRIANGULATION STATION COOK 1935, SET IN THE
 GL0735'TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1921 ***********************************************************************
 CX1921  DESIGNATION -  COOKS
 CX1921  PID         -  CX1921
 CX1921  STATE/COUNTY-  NM/LUNA
 CX1921  USGS QUAD   -  OK CANYON (1989)
 CX1921
 CX1921                         *CURRENT SURVEY CONTROL
 CX1921  ___________________________________________________________________
 CX1921* NAD 83(1992)-  32 32 09.51079(N)    107 43 53.35387(W)     ADJUSTED  
 CX1921* NAVD 88     -      2563.8    (meters)    8411.     (feet)  VERTCON   
 CX1921  ___________________________________________________________________
 CX1921  LAPLACE CORR-           0.55  (seconds)                    DEFLEC99
 CX1921  GEOID HEIGHT-         -23.76  (meters)                     GEOID03
 CX1921
 CX1921  HORZ ORDER  -  FIRST
 CX1921
 CX1921.The horizontal coordinates were established by classical geodetic methods
 CX1921.and adjusted by the National Geodetic Survey in December 1993..
 CX1921
 CX1921.The NAVD 88 height was computed by applying the VERTCON shift value to
 CX1921.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CX1921
 CX1921.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1921
 CX1921.The geoid height was determined by GEOID03.
 CX1921
 CX1921;                    North         East     Units Scale Factor Converg.
 CX1921;SPC NM W     -   170,303.594   839,566.564   MT  0.99991779   +0 03 17.2
 CX1921;SPC NM W     -   558,737.71  2,754,477.97   sFT  0.99991779   +0 03 17.2
 CX1921;UTM  13      - 3,603,137.317   243,467.294   MT  1.00041158   -1 28 11.6
 CX1921
 CX1921!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1921!SPC NM W     -   0.99960136  x   0.99991779  =   0.99951918
 CX1921!UTM  13      -   0.99960136  x   1.00041158  =   1.00001277
 CX1921
 CX1921|---------------------------------------------------------------------|
 CX1921| PID    Reference Object                     Distance      Geod. Az  |
 CX1921|                                                           dddmmss.s |
 CX1921| CC7198 COOKS RM 1                           11.630 METERS 02214     |
 CX1921| DR1009 ALAMOGORDO PEAK                                    0621009.9 |
 CX1921| CC7197 COOKS AZ MK                                        0690753.4 |
 CX1921| CC7199 COOKS RM 2                           10.689 METERS 14908     |
 CX1921| CX1900 DEMING MUNICIPAL TANK               APPROX.29.8 KM 1862942.4 |
 CX1921| CX1898 DEMING CITY WATER WORKS             APPROX.29.7 KM 1863109.7 |
 CX1921| CY0925 HURLEY TALL BLACK STACK             APPROX.40.8 KM 2955019.4 |
 CX1921| CY0962 BEAR MOUNTAIN IN HIGHEST POINT      APPROX.67.6 KM 2993911.5 |
 CX1921| CX1926 MINBRES PEAK                        APPROX.27.0 KM 3135037.3 |
 CX1921| CX1930 NOONDAY PEAK                        APPROX.28.9 KM 3490018.1 |
 CX1921|---------------------------------------------------------------------|
 CX1921
 CX1921                          SUPERSEDED SURVEY CONTROL
 CX1921
 CX1921  NAD 83(1986)-  32 32 09.51242(N)    107 43 53.35465(W) AD(       ) 1
 CX1921  NAD 27      -  32 32 09.20801(N)    107 43 51.24847(W) AD(       ) 1
 CX1921  NGVD 29 (07/19/86) 2562.9    (m)         8408.     (f) VERT ANG       
 CX1921
 CX1921.Superseded values are not recommended for survey control.
 CX1921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1921.See file dsdata.txt to determine how the superseded data were derived.
 CX1921
 CX1921_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBS4346703137(NAD 83)
 CX1921_MARKER: DD = SURVEY DISK
 CX1921_SETTING: 66 = SET IN ROCK OUTCROP
 CX1921
 CX1921  HISTORY     - Date     Condition        Report By
 CX1921  HISTORY     - 1910     MONUMENTED       CGS
 CX1921  HISTORY     - 1936     GOOD             CGS
 CX1921  HISTORY     - 1954     GOOD             USGS
 CX1921
 CX1921                          STATION DESCRIPTION
 CX1921
 CX1921'DESCRIBED BY COAST AND GEODETIC SURVEY 1910 (JSH)
 CX1921'ON COOKS PEAK, 20 MILES IN DIRECT LINE N OF DEMING, A TOWN
 CX1921'ON THE SOUTHERN PACIFIC, AND ABOUT 3 MILES A LITTLE W OF S
 CX1921'FROM COOKS POST OFFICE.  IT IS BEST REACHED FROM GROVER
 CX1921'BROTHERS RANCH, WHICH IS ON E SIDE OF PEAK.
 CX1921'
 CX1921'STATION MARK IS A STANDARD BRONZE DISK SET IN A DRILL HOLE
 CX1921'IN OUTCROPPING BEDROCK.
 CX1921'
 CX1921'REFERENCE MARK IS A CROSS CUT IN ROCK, 11.62 METERS (38.1
 CX1921'FEET) FROM STATION N 22 DEG 13 MIN E.
 CX1921
 CX1921                          STATION RECOVERY (1936)
 CX1921
 CX1921'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (WRP)
 CX1921'STATION IS 20 MILES N OF DEMING, 25.5 MILES SE OF HURLEY,
 CX1921'AIRLINE DISTANCES, ON A SHARP PROMINENT PEAK KNOWN AS COOKS
 CX1921'PEAK.  IT IS THE HIGHEST PEAK IN THE LOCALITY AND THE TOP OF
 CX1921'THE PEAK IS ALMOST ENTIRELY COMPOSED OF LIGHT-COLORED ROCK.
 CX1921'
 CX1921'STATION, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 CX1921'DISKS SET IN DRILL HOLES IN OUTCROPPING BEDROCK.  STATION MARK
 CX1921'IS STAMPED COOKS 1910.  REFERENCE MARKS ARE STAMPED COOKS
 CX1921'1910, 1936.
 CX1921'
 CX1921'REFERENCE MARK NO. 1 IS NW OF THE STATION.
 CX1921'
 CX1921'REFERENCE MARK NO. 2 IS SSE OF THE STATION.
 CX1921'
 CX1921'AZIMUTH MARK IS 2-1/2 MILES ENE OF THE STATION.
 CX1921'
 CX1921'REACHED FROM FLORIDA POST OFFICE, WHICH IS 15.2 MILES BY ROAD
 CX1921'NE OF DEMING ON U.S. STATE HIGHWAY 26.  CROSS CATTLE GUARD AT
 CX1921'FLORIDA POST OFFICE AND TAKE LEFT FORK (NW) ON AN OLD GRADED
 CX1921'ROAD.  GO 1.0 MILE CROSSING CATTLE GUARD AND CONTINUE NW.
 CX1921'GO 2.4 MILES, CROSS CATTLE GUARD AND CONTINUE 6.4 MILES TO END
 CX1921'OF GRADED ROAD AT CATTLE GUARD AND RUINS OF OLD STONE BUILDINGS.
 CX1921'CONTINUE NW ON TRACK ROAD (VERY ROUGH AND ROCKY FROM HERE)
 CX1921'FOR 0.1 MILE TO FORKS IN WASH AND TAKE RIGHT FORK.  GO 1.05
 CX1921'MILES AND TAKE LEFT FORK AT ANOTHER WASH.  GO 0.2 MILE AND
 CX1921'KEEP STRAIGHT AHEAD ON RIGHT FORK.  GO 1.25 MILES TO AN OLD
 CX1921'CEMETERY AND BUILDING RUINS ON RIGHT (AZIMUTH IS 35 PACES
 CX1921'NE OF HERE ON ROCK LEDGE).  TURN SHARP LEFT, LEAVING TRACK
 CX1921'ROAD, AND WORK WAY WESTERLY UP A RIDGE ACROSS COUNTRY FOR
 CX1921'0.4 MILE TO END OF TRUCK TRAVEL.  FROM HERE PACK NW ACROSS
 CX1921'SEVERAL SMALL WASHES OVER INTO NEXT LARGE CANYON TO NW OF END
 CX1921'OF TRUCK TRAVEL.  FOLLOW UP THIS CANYON ABOUT 2 MILES TO HIGH
 CX1921'SADDLE JUST LEFT OF PEAK, FROM HERE BEAR RIGHT UP SMALL
 CX1921'RIDGE TO TOP OF FIRST BENCH.  CROSS FENCE AND CLIMB UP STEEP
 CX1921'SLICK ROCK SLOPE TO HIGHEST POINT AND STATION.  ABOUT A
 CX1921'3-HOUR PACK, VERY ROCKY AND BRUSHY.
 CX1921'
 CX1921'OBSERVATIONS TAKEN FROM A 4-FOOT STAND.
 CX1921
 CX1921                          STATION RECOVERY (1954)
 CX1921
 CX1921'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 CX1921'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0216 ***********************************************************************
 EQ0216  CBN         -  This is a Cooperative Base Network Control Station.
 EQ0216  DESIGNATION -  COONEY
 EQ0216  PID         -  EQ0216
 EQ0216  STATE/COUNTY-  NM/SOCORRO
 EQ0216  USGS QUAD   -  SOCORRO (1979)
 EQ0216
 EQ0216                         *CURRENT SURVEY CONTROL
 EQ0216  ___________________________________________________________________
 EQ0216* NAD 83(1992)-  34 03 24.68785(N)    106 55 19.16273(W)     ADJUSTED  
 EQ0216* NAVD 88     -      1459.210  (meters)    4787.42   (feet)  POSTED    
 EQ0216  ___________________________________________________________________
 EQ0216  X           -  -1,540,024.738 (meters)                     COMP
 EQ0216  Y           -  -5,061,833.074 (meters)                     COMP
 EQ0216  Z           -   3,552,478.195 (meters)                     COMP
 EQ0216  LAPLACE CORR-          -3.33  (seconds)                    DEFLEC99
 EQ0216  ELLIP HEIGHT-        1437.08  (meters)          (05/26/00) GPS OBS
 EQ0216  GEOID HEIGHT-         -22.15  (meters)                     GEOID03
 EQ0216  DYNAMIC HT  -        1457.130 (meters)    4780.60  (feet)  COMP
 EQ0216  MODELED GRAV-     979,159.4   (mgal)                       NAVD 88
 EQ0216
 EQ0216  HORZ ORDER  -  A
 EQ0216  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 EQ0216  ELLP ORDER  -  SECOND    CLASS I
 EQ0216
 EQ0216.The horizontal coordinates were established by GPS observations
 EQ0216.and adjusted by the National Geodetic Survey in May 2000..
 EQ0216
 EQ0216.The orthometric height was determined by differential leveling
 EQ0216.and adjusted by the National Geodetic Survey in 1992..
 EQ0216.No vertical observational check was made to the station.
 EQ0216.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 EQ0216.was located on a no-check spur therefore a value was not computed.
 EQ0216
 EQ0216.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EQ0216
 EQ0216.The Laplace correction was computed from DEFLEC99 derived deflections.
 EQ0216
 EQ0216.The ellipsoidal height was determined by GPS observations
 EQ0216.and is referenced to NAD 83.
 EQ0216
 EQ0216.The geoid height was determined by GEOID03.
 EQ0216
 EQ0216.The dynamic height is computed by dividing the NAVD 88
 EQ0216.geopotential number by the normal gravity value computed on the
 EQ0216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0216.degrees latitude (g = 980.6199 gals.).
 EQ0216
 EQ0216.The modeled gravity was interpolated from observed gravity values.
 EQ0216
 EQ0216;                    North         East     Units Scale Factor Converg.
 EQ0216;SPC NM C     -   339,163.774   437,965.443   MT  0.99994742   -0 22 34.8
 EQ0216;SPC NM C     - 1,112,739.82  1,436,891.62   sFT  0.99994742   -0 22 34.8
 EQ0216;UTM  13      - 3,770,126.815   322,614.263   MT  0.99998789   -1 04 35.8
 EQ0216
 EQ0216!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EQ0216!SPC NM C     -   0.99977445  x   0.99994742  =   0.99972189
 EQ0216!UTM  13      -   0.99977445  x   0.99998789  =   0.99976235
 EQ0216
 EQ0216                          SUPERSEDED SURVEY CONTROL
 EQ0216
 EQ0216  NAVD 88 (05/26/00) 1459.21   (m)         4787.4    (f) LEVELING    3  
 EQ0216  NGVD 29 (??/??/92) 1458.472  (m)         4785.00   (f) ADJ UNCH    1 2
 EQ0216
 EQ0216.Superseded values are not recommended for survey control.
 EQ0216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0216.See file dsdata.txt to determine how the superseded data were derived.
 EQ0216
 EQ0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT2261470127(NAD 83)
 EQ0216_MARKER: DB = BENCH MARK DISK
 EQ0216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EQ0216_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EQ0216_STAMPING: COONEY RG 1950
 EQ0216_MARK LOGO: USGS  
 EQ0216_MAGNETIC: N = NO MAGNETIC MATERIAL
 EQ0216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EQ0216+STABILITY: SURFACE MOTION
 EQ0216_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EQ0216+SATELLITE: SATELLITE OBSERVATIONS - March 12, 1999
 EQ0216
 EQ0216  HISTORY     - Date     Condition        Report By
 EQ0216  HISTORY     - 1950     MONUMENTED       USGS
 EQ0216  HISTORY     - 1951     GOOD             NGS
 EQ0216  HISTORY     - 19990312 GOOD             USGS
 EQ0216  HISTORY     - 20050616 GOOD             INDIV
 EQ0216
 EQ0216                          STATION DESCRIPTION
 EQ0216
 EQ0216'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 EQ0216'1.25 MI SW FROM SOCORRO.
 EQ0216'1.25 MILES SOUTHWEST ALONG A GRAVELED ROAD FROM THE RESEARCH
 EQ0216'LABORATORY BUILDING AT THE SCHOOL OF MINES AT SOCORRO, 50 FEET
 EQ0216'SOUTHEAST OF THE CENTER LINE OF THE ROAD, 50 FEET EAST OF A POWER
 EQ0216'LINE, 10 FEET WEST OF BENCH MARK T 222, 5 FEET WEST OF A WITNESS POST,
 EQ0216'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE
 EQ0216'GROUND.
 EQ0216
 EQ0216                          STATION RECOVERY (1999)
 EQ0216
 EQ0216'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1999 (KO)
 EQ0216'THE STATION IS LOCATED ON THE GROUNDS OF THE NEW MEXICO INSTITUTE OF
 EQ0216'MINING AND TECHNOLOGY IN THE WESTERN PART OF SOCORRO.  OWNERSHIP --
 EQ0216'NEW MEXICO INSTITUTE OF MINING AND TECHNOLOGY, CONTACT PROFESSOR
 EQ0216'KALMAN ORAVECZ, TELEPHONE 505-835-5225, SOCORRO NM 87801.  TO REACH
 EQ0216'THE STATION FROM THE INTERSECTION OF OLIVE LANE AND CANYON DRIVE ON
 EQ0216'THE NEW MEXICO INSTITUTE OF MINING AND TECHNOLOGY CAMPUS, PROCEED WEST
 EQ0216'ON CANYON DRIVE FOR 0.6 MI (1.0 KM) TO A DITCH LEADING NORTH. CONTINUE
 EQ0216'STRAIGHT ON CANYON DRIVE FOR 0.3 MI (0.5 KM), AS THE ROAD BEARS
 EQ0216'SOUTHWEST, TO A JUNCTION WITH A TARRED ROAD LEADING DUE SOUTH. TURN
 EQ0216'LEFT, SOUTH, ON THE TARRED ROAD AND GO 0.6 MI (1.0 KM) TO THE END OF
 EQ0216'THE ROAD, WHERE IT JOINS ANOTHER TARRED ROAD THAT TRENDS
 EQ0216'NORTHEAST-SOUTHWEST.  TURN LEFT, NORTHEAST, AND GO ABOUT 90 M (295.3
 EQ0216'FT), PASSING THROUGH A FENCE.  TURN RIGHT, SOUTH, AND GO 20 M (65.6
 EQ0216'FT) TO THE STATION.  THE STATION IS SET IN THE TOP OF A 0.15 M (0.49
 EQ0216'FT) DIAMETER ROUND CONCRETE POST PROJECTING 0.15 M (0.49 FT) ABOVE
 EQ0216'GROUND.  LOCATED 18 M (59.1 FT) SOUTH OF THE CENTER OF THE ROAD AND 3
 EQ0216'M (9.8 FT) WEST OF BENCHMARK T 222.  A 0.6 M (2.0 FT) TALL WITNESS
 EQ0216'POST IS SET AT THE MIDPOINT BETWEEN THE TWO MARKS.
 EQ0216
 EQ0216                          STATION RECOVERY (2005)
 EQ0216
 EQ0216'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (BHI)
 EQ0216'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0665 ***********************************************************************
 DT0665  DESIGNATION -  COONEY
 DT0665  PID         -  DT0665
 DT0665  STATE/COUNTY-  NM/CATRON
 DT0665  USGS QUAD   -  BLACK MOUNTAIN (1967)
 DT0665
 DT0665                         *CURRENT SURVEY CONTROL
 DT0665  ___________________________________________________________________
 DT0665* NAD 83(1992)-  33 27 06.50993(N)    108 14 54.24805(W)     ADJUSTED  
 DT0665* NAVD 88     -      2385.2    (meters)    7825.     (feet)  VERTCON   
 DT0665  ___________________________________________________________________
 DT0665  LAPLACE CORR-          -0.84  (seconds)                    DEFLEC99
 DT0665  GEOID HEIGHT-         -22.43  (meters)                     GEOID03
 DT0665
 DT0665  HORZ ORDER  -  SECOND
 DT0665
 DT0665.The horizontal coordinates were established by classical geodetic methods
 DT0665.and adjusted by the National Geodetic Survey in December 1993..
 DT0665
 DT0665.The NAVD 88 height was computed by applying the VERTCON shift value to
 DT0665.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DT0665
 DT0665.The Laplace correction was computed from DEFLEC99 derived deflections.
 DT0665
 DT0665.The geoid height was determined by GEOID03.
 DT0665
 DT0665;                    North         East     Units Scale Factor Converg.
 DT0665;SPC NM W     -   271,937.486   791,412.466   MT  0.99993502   -0 13 43.7
 DT0665;SPC NM W     -   892,181.57  2,596,492.40   sFT  0.99993502   -0 13 43.7
 DT0665;UTM  12      - 3,704,763.234   755,763.588   MT  1.00040656   +1 31 03.4
 DT0665
 DT0665!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DT0665!SPC NM W     -   0.99962919  x   0.99993502  =   0.99956424
 DT0665!UTM  12      -   0.99962919  x   1.00040656  =   1.00003560
 DT0665
 DT0665|---------------------------------------------------------------------|
 DT0665| PID    Reference Object                     Distance      Geod. Az  |
 DT0665|                                                           dddmmss.s |
 DT0665| CD1845 COONEY RM 1                          10.120 METERS 19416     |
 DT0665| CD1846 COONEY RM 2                          28.900 METERS 28758     |
 DT0665| CD1844 COONEY AZ MK                                       3095627.5 |
 DT0665|---------------------------------------------------------------------|
 DT0665
 DT0665                          SUPERSEDED SURVEY CONTROL
 DT0665
 DT0665  NAD 83(1986)-  33 27 06.51152(N)    108 14 54.25051(W) AD(       ) 2
 DT0665  NAD 27      -  33 27 06.27721(N)    108 14 52.05872(W) AD(       ) 2
 DT0665  NGVD 29 (07/19/86) 2384.2    (m)         7822.     (f) VERT ANG       
 DT0665
 DT0665.Superseded values are not recommended for survey control.
 DT0665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0665.See file dsdata.txt to determine how the superseded data were derived.
 DT0665
 DT0665_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYC5576404763(NAD 83)
 DT0665_MARKER: DS = TRIANGULATION STATION DISK
 DT0665_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DT0665_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DT0665
 DT0665  HISTORY     - Date     Condition        Report By
 DT0665  HISTORY     - 1966     MONUMENTED       CGS
 DT0665
 DT0665                          STATION DESCRIPTION
 DT0665
 DT0665'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (JWC)
 DT0665'THE STATION IS ABOUT 8 MILES WEST-NORTHWEST OF THE BEAVERHEAD
 DT0665'RANGER STATION AND 2 MILES EAST OF THE COONEY TANKS, ON THE
 DT0665'EAST SIDE OF A GRAVELED ROAD.
 DT0665'
 DT0665'TO REACH THE STATION FROM THE ENTRANCE TO THE BEAVERHEAD RANGER
 DT0665'STATION, GO NORTH ON STATE HIGHWAY 61 FOR 6.95 MILES TO A FORK
 DT0665'AND SIGN MOGOLLOW WILLOW CREEK MAGDALENA.  TAKE THE LEFT FORK
 DT0665'AND GO NORTHWEST ON GRADED ROAD FOR 2.0 MILES TO A REVERSE
 DT0665'FORK ON THE RIGHT.  CONTINUE NORTHWEST ON GRADED ROAD FOR 0.6
 DT0665'MILE TO A 3 - WAY FORK AND SIGN CANYON CREEK RD LOCO MOUNTAIN
 DT0665'24.  TAKE THE EXTREME LEFT FORK AND GO WEST AND SOUTHWEST
 DT0665'FOR 1.9 MILES TO A FORK WHICH IS ABOUT 0.1 MILE BEFORE
 DT0665'REACHING A RANCH HOUSE.  TAKE THE LEFT FORK AND GO SOUTH AND
 DT0665'SOUTHEAST FOR 0.25 MILE TO A GATE.  PASS THROUGH GATE AND GO
 DT0665'SOUTHERLY ON MAIN TRAVELED ROAD FOR 2.9 MILES TO A CATTLE
 DT0665'GUARD.  CROSS CATTLE GUARD AND CONTINUE SOUTHERLY FOR 1.55
 DT0665'MILES TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE SOUTH
 DT0665'AND SOUTHWEST ON GRADED ROAD FOR 0.9 MILE TO A FORK.  TAKE
 DT0665'THE LEFT FORK FOR 0.1 MILE TO THE STATION ON THE LEFT.
 DT0665'
 DT0665'STATION MARK IS A STANDARD DISK, STAMPED COONEY 1966, SET
 DT0665'IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER,
 DT0665'THAT PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS 61 FEET
 DT0665'SOUTHEAST OF THE CENTERLINE OF GRADED ROAD.
 DT0665'
 DT0665'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED COONEY NO 1
 DT0665'1966, CEMENTED IN A DRILL HOLE IN A 1 X 1 FOOT ROCK OUTCROP,
 DT0665'THAT PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS 80 FEET SOUTHEAST
 DT0665'OF THE CENTERLINE OF THE GRADED ROAD AND ABOUT THE SAME ELEVATION
 DT0665'AS THE STATION.
 DT0665'
 DT0665'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED COONEY NO 2 1966,
 DT0665'CEMENTED IN A DRILL HOLE IN A 1 X 1 FOOT ROCK OUTCROP, THAT
 DT0665'PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS 19 FEET NORTHWEST
 DT0665'OF THE CENTERLINE OF THE GRADED ROAD AND ABOUT THE SAME
 DT0665'ELEVATION AS THE STATION.
 DT0665'
 DT0665'AZIMUTH MARK IS A STANDARD DISK, STAMPED COONEY 1966, CEMENTED
 DT0665'IN A DRILL HOLE IN A 1 X 3 FOOT ROCK OUTCROP, THAT PROJECTS
 DT0665'3 INCHES ABOVE THE GROUND.  IT IS 69 FEET NORTH OF THE CENTERLINE
 DT0665'OF GRADED ROAD AND 4.3 FEET NORTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0978 ***********************************************************************
 FO0978  DESIGNATION -  COPPER
 FO0978  PID         -  FO0978
 FO0978  STATE/COUNTY-  NM/SANTA FE
 FO0978  USGS QUAD   -  SAN PEDRO (1990)
 FO0978
 FO0978                         *CURRENT SURVEY CONTROL
 FO0978  ___________________________________________________________________
 FO0978* NAD 83(1992)-  35 14 59.99878(N)    106 11 18.32364(W)     ADJUSTED  
 FO0978* NAVD 88     -      2513.2    (meters)    8245.     (feet)  VERTCON   
 FO0978  ___________________________________________________________________
 FO0978  LAPLACE CORR-           2.77  (seconds)                    DEFLEC99
 FO0978  GEOID HEIGHT-         -19.44  (meters)                     GEOID03
 FO0978
 FO0978  HORZ ORDER  -  THIRD
 FO0978
 FO0978.The horizontal coordinates were established by classical geodetic methods
 FO0978.and adjusted by the National Geodetic Survey in December 1993..
 FO0978
 FO0978.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO0978.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO0978
 FO0978.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO0978
 FO0978.The geoid height was determined by GEOID03.
 FO0978
 FO0978;                    North         East     Units Scale Factor Converg.
 FO0978;SPC NM C     -   471,308.859   505,603.520   MT  0.99990039   +0 02 07.9
 FO0978;SPC NM C     - 1,546,285.81  1,658,800.88   sFT  0.99990039   +0 02 07.9
 FO0978;UTM  13      - 3,901,414.845   391,882.671   MT  0.99974406   -0 41 09.5
 FO0978
 FO0978!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO0978!SPC NM C     -   0.99960873  x   0.99990039  =   0.99950916
 FO0978!UTM  13      -   0.99960873  x   0.99974406  =   0.99935289
 FO0978
 FO0978:                Primary Azimuth Mark                     Grid Az
 FO0978:SPC NM C     -  SAN PEDRO                                203 44 51.8
 FO0978:UTM  13      -  SAN PEDRO                                204 28 09.2
 FO0978
 FO0978|---------------------------------------------------------------------|
 FO0978| PID    Reference Object                     Distance      Geod. Az  |
 FO0978|                                                           dddmmss.s |
 FO0978| FO0979 SAN PEDRO                           APPROX. 7.9 KM 2034659.7 |
 FO0978|---------------------------------------------------------------------|
 FO0978
 FO0978                          SUPERSEDED SURVEY CONTROL
 FO0978
 FO0978  NAD 83(1986)-  35 15 00.00710(N)    106 11 18.32472(W) AD(       ) 3
 FO0978  NAD 27      -  35 14 59.85827(N)    106 11 16.25991(W) AD(       ) 3
 FO0978  NGVD 29 (07/19/86) 2512.2    (m)         8242.     (f) VERT ANG       
 FO0978
 FO0978.Superseded values are not recommended for survey control.
 FO0978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0978.See file dsdata.txt to determine how the superseded data were derived.
 FO0978
 FO0978_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV9188301415(NAD 83)
 FO0978_MARKER: DD = SURVEY DISK
 FO0978_SETTING: 66 = SET IN ROCK OUTCROP
 FO0978_SP_SET: SET IN ROCK OUTCROP
 FO0978_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FO0978+STABILITY: POSITION/ELEVATION WELL
 FO0978
 FO0978  HISTORY     - Date     Condition        Report By
 FO0978  HISTORY     - 1952     MONUMENTED       USGS
 FO0978
 FO0978                          STATION DESCRIPTION
 FO0978
 FO0978'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 FO0978'STATION IS LOCATED ABOUT 26 MI. NE. OF ALBUQUERQUE, AND ON TOP OF SAN
 FO0978'PEDRO MOUNTAIN, IN WHICH IS LOCATED THE SAN PEDRO MINE.
 FO0978'
 FO0978'TO REACH STATION FROM JUNCTION OF U.S. HIGHWAY 66 AND STATE ROAD 10
 FO0978'N., GO N. 14.8 MI. ON STATE ROAD 10 TO FORK, TURN RIGHT 2.1 MI. TO
 FO0978'FORK, GO LEFT 1.0 MI. TO TUNNEL AND SHARP SWITCHBACK, GO LEFT ON
 FO0978'SWITCHBACK 0.5 MI. TO END OF TRUCK TRAVEL, CLIMB TO TOP OF MOUNTAIN.
 FO0978'WALKING TIME IS ABOUT 30 MINUTES.
 FO0978'
 FO0978'STATION MARK--STANDARD TABLET, SET IN ROCK, AND STAMPED ---COPPER
 FO0978'1952---.
 FO0978'
 FO0978'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0846 ***********************************************************************
 GM0846  DESIGNATION -  COPPER RIDGE
 GM0846  PID         -  GM0846
 GM0846  STATE/COUNTY-  NM/TAOS
 GM0846  USGS QUAD   -  TRAMPAS (1995)
 GM0846
 GM0846                         *CURRENT SURVEY CONTROL
 GM0846  ___________________________________________________________________
 GM0846* NAD 83(1992)-  36 13 36.57694(N)    105 45 52.42100(W)     ADJUSTED  
 GM0846* NAVD 88     -      2642.4    (meters)    8669.     (feet)  VERTCON   
 GM0846  ___________________________________________________________________
 GM0846  LAPLACE CORR-           8.76  (seconds)                    DEFLEC99
 GM0846  GEOID HEIGHT-         -17.69  (meters)                     GEOID03
 GM0846
 GM0846  HORZ ORDER  -  THIRD
 GM0846
 GM0846.The horizontal coordinates were established by classical geodetic methods
 GM0846.and adjusted by the National Geodetic Survey in December 1993..
 GM0846
 GM0846.The NAVD 88 height was computed by applying the VERTCON shift value to
 GM0846.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GM0846
 GM0846.The Laplace correction was computed from DEFLEC99 derived deflections.
 GM0846
 GM0846.The geoid height was determined by GEOID03.
 GM0846
 GM0846;                    North         East     Units Scale Factor Converg.
 GM0846;SPC NM C     -   579,788.594   543,639.047   MT  0.99992346   +0 17 12.8
 GM0846;SPC NM C     - 1,902,189.75  1,783,589.11   sFT  0.99992346   +0 17 12.8
 GM0846;UTM  13      - 4,009,378.294   431,289.150   MT  0.99965817   -0 27 06.7
 GM0846
 GM0846!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GM0846!SPC NM C     -   0.99958823  x   0.99992346  =   0.99951173
 GM0846!UTM  13      -   0.99958823  x   0.99965817  =   0.99924655
 GM0846
 GM0846                          SUPERSEDED SURVEY CONTROL
 GM0846
 GM0846  NAD 83(1986)-  36 13 36.58484(N)    105 45 52.42238(W) AD(       ) 3
 GM0846  NGVD 29 (09/14/90) 2641.3    (m)         8666.     (f) VERT ANG       
 GM0846
 GM0846.Superseded values are not recommended for survey control.
 GM0846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0846.See file dsdata.txt to determine how the superseded data were derived.
 GM0846
 GM0846_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDA3128909378(NAD 83)
 GM0846_MARKER: DS = TRIANGULATION STATION DISK
 GM0846_SETTING: 0 = UNSPECIFIED SETTING
 GM0846_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GM0846
 GM0846  HISTORY     - Date     Condition        Report By
 GM0846  HISTORY     - 1952     MONUMENTED       USGS
 GM0846
 GM0846                          STATION DESCRIPTION
 GM0846
 GM0846'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 GM0846'LOCATED ABOUT 8.0 MI. (AIRLINE) E. OF EMBUDO, NEW MEXICO, AND ABOUT
 GM0846'2.0 MI. (AIRLINE) N. OF COUNTY RD. NO. 75 FROM EMBUDO TO PENASCO,
 GM0846'NEW MEXICO.  ON HIGHEST PART OF A HIGH TIMBERED RIDGE, KNOWN LOCALLY
 GM0846'AS COPPER RIDGE - USFS STATION IS 13.30 FT. FROM STATION, S.
 GM0846'
 GM0846'TO REACH FROM INTERSECTION OF STATE HIGHWAY 64 AND COUNTY ROAD 75 S.
 GM0846'OF A LARGE BRIDGE AT N. END OF EMBUDO.  GO E. ON RD. 75 11.2 MI. TO
 GM0846'RD. N., TURN LEFT AND GO 2.2 MI. ON MAIN TRAVELED RD. TO Y-RD., TURN
 GM0846'RIGHT, GO 0.1 MI. TO Y-RD., TURN RIGHT AND FOLLOW RD. 0.7 MI. TO END
 GM0846'OF TRUCK TRAVEL.
 GM0846'
 GM0846'RECOVERED BY USGS IN 1959 AND 1962.
 GM0846'
 GM0846'STATION MARK--STANDARD TABLET STAMPED---COPPER RIDGE 1952---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0673 ***********************************************************************
 DT0673  DESIGNATION -  COPPERAS
 DT0673  PID         -  DT0673
 DT0673  STATE/COUNTY-  NM/GRANT
 DT0673  USGS QUAD   -  COPPERAS PEAK (1965)
 DT0673
 DT0673                         *CURRENT SURVEY CONTROL
 DT0673  ___________________________________________________________________
 DT0673* NAD 83(1992)-  33 06 42.93235(N)    108 12 08.03569(W)     ADJUSTED  
 DT0673* NAVD 88     -      2394.6    (meters)    7856.     (feet)  VERTCON   
 DT0673  ___________________________________________________________________
 DT0673  LAPLACE CORR-           3.58  (seconds)                    DEFLEC99
 DT0673  GEOID HEIGHT-         -23.12  (meters)                     GEOID03
 DT0673
 DT0673  HORZ ORDER  -  FIRST
 DT0673
 DT0673.The horizontal coordinates were established by classical geodetic methods
 DT0673.and adjusted by the National Geodetic Survey in December 1993..
 DT0673
 DT0673.The NAVD 88 height was computed by applying the VERTCON shift value to
 DT0673.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DT0673
 DT0673.The Laplace correction was computed from DEFLEC99 derived deflections.
 DT0673
 DT0673.The geoid height was determined by GEOID03.
 DT0673
 DT0673;                    North         East     Units Scale Factor Converg.
 DT0673;SPC NM W     -   234,227.916   795,571.588   MT  0.99993128   -0 12 05.5
 DT0673;SPC NM W     -   768,462.75  2,610,137.78   sFT  0.99993128   -0 12 05.5
 DT0673;UTM  12      - 3,667,178.787   761,067.476   MT  1.00044043   +1 31 45.2
 DT0673
 DT0673!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DT0673!SPC NM W     -   0.99962781  x   0.99993128  =   0.99955912
 DT0673!UTM  12      -   0.99962781  x   1.00044043  =   1.00006808
 DT0673
 DT0673|---------------------------------------------------------------------|
 DT0673| PID    Reference Object                     Distance      Geod. Az  |
 DT0673|                                                           dddmmss.s |
 DT0673| CD2698 COPPERAS RM 1                        11.397 METERS 00417     |
 DT0673| CD2697 COPPERAS AZ MK                                     0342323.1 |
 DT0673| CD2699 COPPERAS RM 2                         6.546 METERS 12312     |
 DT0673|---------------------------------------------------------------------|
 DT0673
 DT0673                          SUPERSEDED SURVEY CONTROL
 DT0673
 DT0673  NAD 83(1986)-  33 06 42.93103(N)    108 12 08.03731(W) AD(       ) 1
 DT0673  NAD 27      -  33 06 42.67488(N)    108 12 05.85660(W) AD(       ) 1
 DT0673  NGVD 29 (07/19/86) 2393.7    (m)         7853.     (f) VERT ANG       
 DT0673
 DT0673.Superseded values are not recommended for survey control.
 DT0673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0673.See file dsdata.txt to determine how the superseded data were derived.
 DT0673
 DT0673_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYB6106767179(NAD 83)
 DT0673_MARKER: DB = BENCH MARK DISK
 DT0673_SETTING: 80 = SET IN A BOULDER
 DT0673_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 DT0673_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DT0673+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2003
 DT0673
 DT0673  HISTORY     - Date     Condition        Report By
 DT0673  HISTORY     - 1945     MONUMENTED       USGS
 DT0673  HISTORY     - 1965     GOOD             USGS
 DT0673  HISTORY     - 20030808 GOOD             INDIV
 DT0673
 DT0673                          STATION DESCRIPTION
 DT0673
 DT0673'DESCRIBED BY US GEOLOGICAL SURVEY 1945 (RAM)
 DT0673'STATION IS LOCATED ON COPPERAS PEAK, A PROMINENT PEAK LOCATED
 DT0673'ABOUT 14 MILES N OF PINOS ALTOS AND ABOUT 24 MILES SSW OF THE
 DT0673'BEAVERHEAD RANGER STATION.  IT LIES ON THE DIVIDE BETWEEN
 DT0673'THE GILA RIVER AND SAPILLO CREEK.
 DT0673'
 DT0673'TO REACH THE STATION FROM THE BEAVERHEAD RANGER STATION, GO
 DT0673'S ON THE MAIN ROAD TOWARD SAN LORENZO FOR 47.0 MILES TO THE
 DT0673'SAPILLO LOOP ROAD LEADING TO THE RIGHT.  TURN RIGHT AND
 DT0673'CONTINUE ON THE WELL-BLADED ROAD 9.8 MILES TO THE GOFORTH
 DT0673'FOREST CAMP ON THE LEFT SIDE OF THE ROAD, CONTINUE AHEAD FOR
 DT0673'0.3 MILE TO THE GOFORTH RANCH ON THE LEFT, CONTINUE AHEAD
 DT0673'FOR 1.2 MILES TO THE COPPERAS CANYON ROAD LEADING TO THE
 DT0673'RIGHT.  AT THIS POINT THERE IS A LARGE FOREST SERVICE SIGN
 DT0673'READING COPPERAS CANYON - GILA WILDERNESS AREA.  TURN RIGHT
 DT0673'ON THE ROAD LEADING UP THE CANYON AND FOLLOW IT FOR 6.9
 DT0673'MILES TO A SADDLE AND A FENCE ON THE LEFT SIDE (FROM THIS
 DT0673'POINT THE AZIMUTH MARK IS STRAIGHT AHEAD ON THE ROAD 0.2
 DT0673'MILE).  TO CONTINUE TO THE STATION BEAR SHARP LEFT ON
 DT0673'REACHING THE SADDLE AND FOLLOW A DIM TRACK ROAD UP THE
 DT0673'RIDGE FOR 0.1 MILE TO A SMALL ABANDONED CABIN AT A CORRAL
 DT0673'AND THE END OF TRUCK TRAVEL.  FROM HERE PACK SW UP THE
 DT0673'STEEP RIDGE TO THE TOP AND THE STATION.
 DT0673'
 DT0673'STATION IS AN UNSTAMPED U.S. GEOLOGICAL SURVEY BENCH-MARK
 DT0673'AND STATION DISK SET IN A BOULDER PROJECTING ABOUT 1 FOOT.
 DT0673'IT IS NOT ON THE HIGHEST POINT BUT IS 80 FEET SE OF IT AND
 DT0673'ABOUT 6 FEET S OF THE CREST OF THE RIDGE.
 DT0673'
 DT0673'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A BOULDER
 DT0673'ABOUT FLUSH WITH THE SURROUNDING SURFACE AND STAMPED COPPERAS
 DT0673'USGS NO 1 1945.  IT IS N OF THE STATION, ABOUT 6 FEET LOWER,
 DT0673'AND ABOUT 15 FEET N OF THE CREST OF THE RIDGE.
 DT0673'
 DT0673'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A BOULDER
 DT0673'PROJECTING ABOUT 2 FEET AND STAMPED COPPERAS USGS NO 2 1945.
 DT0673'IT IS ESE OF THE STATION AND ABOUT 2 FEET HIGHER.
 DT0673'
 DT0673'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN A BOULDER ABOUT
 DT0673'FLUSH WITH THE SURROUNDING SURFACE AND STAMPED COPPERAS USGS
 DT0673'1945.  IT IS ABOUT 1/2 MILE NE OF THE STATION, REACHED AS
 DT0673'SHOWN IN THE DESCRIBED ROUTE TO STATION, 16 FEET SE OF THE
 DT0673'TRACK ROAD, AND 2 FEET SE OF A WITNESS POST SET IN A ROCK
 DT0673'CAIRN.
 DT0673
 DT0673                          STATION RECOVERY (1965)
 DT0673
 DT0673'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 DT0673'STATION MARK--STANDARD USGS TABLET, SET IN BOULDER PROJECTING 1 FT.,
 DT0673'NOT STAMPED.
 DT0673
 DT0673                          STATION RECOVERY (2003)
 DT0673
 DT0673'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (MBD)
 DT0673'STATION IS OBSCURED BY ROCK MOUND PLACED TO SUPPORT WOODEN LIGHT POLE
 DT0673'WITH GUY WIRES STILL IN PLACE. RECOVERED RM 2 BUT RM 1 IS EITHER LOST
 DT0673'OR OBLITERATED.
 DT0673' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0493 ***********************************************************************
 FN0493  DESIGNATION -  CORAZON
 FN0493  PID         -  FN0493
 FN0493  STATE/COUNTY-  NM/SAN MIGUEL
 FN0493  USGS QUAD   -  CERRO DE CORAZON (1972)
 FN0493
 FN0493                         *CURRENT SURVEY CONTROL
 FN0493  ___________________________________________________________________
 FN0493* NAD 83(1992)-  35 27 08.09618(N)    104 33 58.21518(W)     ADJUSTED  
 FN0493* NAVD 88     -      1906.2    (meters)    6254.     (feet)  VERTCON   
 FN0493  ___________________________________________________________________
 FN0493  LAPLACE CORR-          -5.46  (seconds)                    DEFLEC99
 FN0493  GEOID HEIGHT-         -21.01  (meters)                     GEOID03
 FN0493
 FN0493  HORZ ORDER  -  FIRST
 FN0493
 FN0493.The horizontal coordinates were established by classical geodetic methods
 FN0493.and adjusted by the National Geodetic Survey in December 1993..
 FN0493
 FN0493.The NAVD 88 height was computed by applying the VERTCON shift value to
 FN0493.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FN0493
 FN0493.The Laplace correction was computed from DEFLEC99 derived deflections.
 FN0493
 FN0493.The geoid height was determined by GEOID03.
 FN0493
 FN0493;                    North         East     Units Scale Factor Converg.
 FN0493;SPC NM E     -   493,773.231   143,864.198   MT  0.99991459   -0 08 06.2
 FN0493;SPC NM E     - 1,619,987.68    471,994.46   sFT  0.99991459   -0 08 06.2
 FN0493;UTM  13      - 3,923,284.079   539,368.703   MT  0.99961910   +0 15 05.9
 FN0493
 FN0493!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FN0493!SPC NM E     -   0.99970420  x   0.99991459  =   0.99961881
 FN0493!UTM  13      -   0.99970420  x   0.99961910  =   0.99932341
 FN0493
 FN0493:                Primary Azimuth Mark                     Grid Az
 FN0493:SPC NM E     -  CORAZON AZ MK                            045 23 50.2
 FN0493:UTM  13      -  CORAZON AZ MK                            045 00 38.1
 FN0493
 FN0493|---------------------------------------------------------------------|
 FN0493| PID    Reference Object                     Distance      Geod. Az  |
 FN0493|                                                           dddmmss.s |
 FN0493| CJ6991 CORAZON AZ MK                                      0451544.0 |
 FN0493| FN0495 SMALL BUTTE NW OF HILL              APPROX.22.6 KM 1961146.3 |
 FN0493| CJ6992 CORAZON RM 1                          9.895 METERS 28251     |
 FN0493| CJ6993 CORAZON RM 2                          6.100 METERS 35501     |
 FN0493|---------------------------------------------------------------------|
 FN0493
 FN0493                          SUPERSEDED SURVEY CONTROL
 FN0493
 FN0493  NAD 83(1986)-  35 27 08.10371(N)    104 33 58.21156(W) AD(       ) 1
 FN0493  NAD 27      -  35 27 07.93710(N)    104 33 56.26300(W) AD(       ) 1
 FN0493  NGVD 29 (07/19/86) 1905.4    (m)         6251.     (f) VERT ANG       
 FN0493
 FN0493.Superseded values are not recommended for survey control.
 FN0493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0493.See file dsdata.txt to determine how the superseded data were derived.
 FN0493
 FN0493_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEV3936923284(NAD 83)
 FN0493_MARKER: DS = TRIANGULATION STATION DISK
 FN0493_SETTING: 66 = SET IN ROCK OUTCROP
 FN0493
 FN0493  HISTORY     - Date     Condition        Report By
 FN0493  HISTORY     - 1921     MONUMENTED       CGS
 FN0493  HISTORY     - 1960     SEE DESCRIPTION  CGS
 FN0493
 FN0493                          STATION DESCRIPTION
 FN0493
 FN0493'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (EOH)
 FN0493'THE STATION IS ABOUT 30 MILES NORTH-NORTHWEST OF CUERVO, ABOUT
 FN0493'40 MILES EAST-SOUTHEAST OF LAS VEGAS, 8 MILES SOUTH OF WEST
 FN0493'OF TREMENTINA, 3 MILES NORTHEAST OF CORAZON, AND ON THE HIGHEST
 FN0493'POINT OF CORAZON HILL, AN ISOLATED, SYMMETRICAL HILL.  THE
 FN0493'STATION AND REFERENCE MARKS ARE STANDARD DISKS SET IN ROCK OUTCROPS.
 FN0493'REFERENCE MARK NO. 1 IS 9.93
 FN0493'METERS (32.6 FEET) FROM THE STATION,
 FN0493'AND NO. 2 IS 6.12 METERS (20.1 FEET) FROM THE STATION.
 FN0493
 FN0493                          STATION RECOVERY (1960)
 FN0493
 FN0493'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HWK)
 FN0493'THE STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2
 FN0493'WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE DISTANCE TO
 FN0493'REFERENCE MARK NO. 1 WAS FOUND TO BE 4 CENTIMETERS SHORTER
 FN0493'THAN PREVIOUSLY MEASURED.  THE DISTANCE TO REFERENCE MARK NO. 2
 FN0493'WAS FOUND TO BE 2 CENTIMETERS SHORTER THAN PREVIOUSLY MEASURED.
 FN0493'THE DIRECTIONS TO THE REFERENCE MARKS COULD NOT BE VERIFIED.
 FN0493'AN AZIMUTH MARK WAS SET BY THIS PARTY.
 FN0493'
 FN0493'FOLLOWING IS A COMPLETE NEW DESCRIPTION.
 FN0493'
 FN0493'THE STATION IS APPROXIMATELY 54 MILES NORTHWEST OF TUCUMCARI,
 FN0493'7 MILES WEST OF TREMENTINA, ON THE HIGHEST POINT ON CORAZON
 FN0493'HILL, ON PROPERTY OWNED BY MR. H.E. EVETTS.
 FN0493'
 FN0493'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 54 AND
 FN0493'STATE HIGHWAYS 18 AND 104 IN TUCUMCARI, GO NORTHERLY ON HIGHWAY
 FN0493'104 FOR 36.45 MILES TO THE JUNCTION WITH STATE HIGHWAY 29.
 FN0493'CONTINUE STRAIGHT AHEAD ON HIGHWAY 104 FOR 22.8 MILES TO THE
 FN0493'JUNCTION WITH STATE HIGHWAY 65.  BEAR LEFT AND CONTINUE ON
 FN0493'HIGHWAY 104 FOR 2.9 MILES TO A GATE AND SIGN H.E. EVANS AND
 FN0493'SON ON THE RIGHT AND THE AZIMUTH MARK ON THE RIGHT.  CONTINUE
 FN0493'STRAIGHT AHEAD ON HIGHWAY 104 FOR 0.2 MILE TO A GATE AND A
 FN0493'TRACK ROAD ON THE LEFT.  TURN LEFT, PASS THROUGH THE GATE
 FN0493'AND GO SOUTHERLY ON THE TRACK ROAD FOR 1.3 MILES.  TURN
 FN0493'RIGHT, LEAVING THE TRACK ROAD AND GO WESTERLY FOR 0.2 MILES
 FN0493'TO THE BASE OF THE HILL AND THE END OF TRUCK TRAVEL.  PACK
 FN0493'WESTERLY UPHILL TO THE HIGHEST POINT ON THE HILL AND THE
 FN0493'STATION.  ABOUT A 2 HOUR PACK.
 FN0493'
 FN0493'STATION MARK, A STANDARD STATION MARK DISK WITH NO STAMPING
 FN0493'ON IT, IS CEMENTED IN A DRILL HOLE IN AN 18 INCHES BY 2 FEET
 FN0493'BOULDER WHICH PROJECTS 4 INCHES.
 FN0493'
 FN0493'REFERENCE MARK NO. 1, A STANDARD REFERENCE MARK DISK WITH NO
 FN0493'STAMPING ON IT, IS CEMENTED IN A DRILL HOLE IN A 2 FEET BY 4 FEET
 FN0493'BOULDER.
 FN0493'
 FN0493'REFERENCE MARK NO. 2, A STANDARD REFERENCE MARK DISK WITH NO
 FN0493'STAMPING ON IT, IS CEMENTED IN A DRILL HOLE IN A 3 FEET BY 4
 FN0493'FEET BOULDER.
 FN0493'
 FN0493'AZIMUTH MARK, A STANDARD DISK STAMPED CORAZON 1921, IS SET IN
 FN0493'A SQUARE CONCRETE POST WHICH PROJECTS 8 INCHES.  IT IS 98 FEET
 FN0493'NORTH OF THE CENTER OF HIGHWAY 104, 16 FEET WEST OF THE CENTER
 FN0493'OF A DIRT ROAD, 2.5 FEET NORTHEAST OF A METAL WITNESS POST,
 FN0493'1.5 FEET SOUTH OF THE FENCE AND 1 FOOT SOUTHWEST OF A SIGN
 FN0493'H.E. EVANS AND SON.
 FN0493'
 FN0493'NOTE--REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR1024 ***********************************************************************
 DR1024  DESIGNATION -  CORDO
 DR1024  PID         -  DR1024
 DR1024  STATE/COUNTY-  NM/LINCOLN
 DR1024  USGS QUAD   -  CAPITAN (1973)
 DR1024
 DR1024                         *CURRENT SURVEY CONTROL
 DR1024  ___________________________________________________________________
 DR1024* NAD 83(1992)-  33 34 03.85343(N)    105 33 13.56554(W)     ADJUSTED  
 DR1024* NAVD 88     -      2061.3    (meters)    6763.     (feet)  VERTCON   
 DR1024  ___________________________________________________________________
 DR1024  LAPLACE CORR-          -2.59  (seconds)                    DEFLEC99
 DR1024  GEOID HEIGHT-         -19.74  (meters)                     GEOID03
 DR1024
 DR1024  HORZ ORDER  -  THIRD
 DR1024
 DR1024.The horizontal coordinates were established by classical geodetic methods
 DR1024.and adjusted by the National Geodetic Survey in December 1993..
 DR1024
 DR1024.The NAVD 88 height was computed by applying the VERTCON shift value to
 DR1024.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DR1024
 DR1024.The Laplace correction was computed from DEFLEC99 derived deflections.
 DR1024
 DR1024.The geoid height was determined by GEOID03.
 DR1024
 DR1024;                    North         East     Units Scale Factor Converg.
 DR1024;SPC NM C     -   284,929.850   564,639.354   MT  0.99995149   +0 23 05.9
 DR1024;SPC NM C     -   934,807.35  1,852,487.61   sFT  0.99995149   +0 23 05.9
 DR1024;UTM  13      - 3,714,366.540   448,602.817   MT  0.99963257   -0 18 22.3
 DR1024
 DR1024!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR1024!SPC NM C     -   0.99967960  x   0.99995149  =   0.99963111
 DR1024!UTM  13      -   0.99967960  x   0.99963257  =   0.99931229
 DR1024
 DR1024:                Primary Azimuth Mark                     Grid Az
 DR1024:SPC NM C     -  SIMER                                    044 16 20.7
 DR1024:UTM  13      -  SIMER                                    044 57 48.9
 DR1024
 DR1024|---------------------------------------------------------------------|
 DR1024| PID    Reference Object                     Distance      Geod. Az  |
 DR1024|                                                           dddmmss.s |
 DR1024| DR1022 SIMER                               APPROX. 6.4 KM 0443926.6 |
 DR1024|---------------------------------------------------------------------|
 DR1024
 DR1024                          SUPERSEDED SURVEY CONTROL
 DR1024
 DR1024  NAD 83(1986)-  33 34 03.86017(N)    105 33 13.56655(W) AD(       ) 3
 DR1024  NAD 27      -  33 34 03.57548(N)    105 33 11.62848(W) AD(       ) 3
 DR1024  NGVD 29 (07/19/86) 2060.5    (m)         6760.     (f) VERT ANG       
 DR1024
 DR1024.Superseded values are not recommended for survey control.
 DR1024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR1024.See file dsdata.txt to determine how the superseded data were derived.
 DR1024
 DR1024_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDT4860314367(NAD 83)
 DR1024
 DR1024  HISTORY     - Date     Condition        Report By
 DR1024  HISTORY     - 1933     MONUMENTED       USGS
 DR1024  HISTORY     - 1973     GOOD             USGS
 DR1024
 DR1024                          STATION DESCRIPTION
 DR1024
 DR1024'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 DR1024'ON EXTREME W. END OF SMALL OPEN GRASSY FLAT MESA AND ABOUT 1.5 MI.
 DR1024'NE. OF CAPITAN.  STATION VISIBLE FROM CAPITAN.
 DR1024'
 DR1024'STATION BEST REACHED FROM CAPITAN, 0.7 MI. N. FROM CAPITAN RAILROAD
 DR1024'DEPOT, THENCE TURN E. THROUGH GATE AND FOLLOW SECONDARY RD. NE. ABOUT
 DR1024'0.25 MI., THENCE E. TO TOP OF MESA.
 DR1024'
 DR1024'STATION MARK--STANDARD TABLET, CEMENTED IN ROCK IN PLACE, AND
 DR1024'STAMPED ---R 1933 CORDO---.
 DR1024'
 DR1024'REFERENCE MARK--STANDARD REFERENCE TABLET, CEMENTED IN ROCK AND
 DR1024'SET IN GROUND FLUSH WITH SURFACE, 33.60 FT. FROM STATION,
 DR1024'N 74 DEG 17 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0900 ***********************************************************************
 CW0900  DESIGNATION -  CORDUNA
 CW0900  PID         -  CW0900
 CW0900  STATE/COUNTY-  NM/OTERO
 CW0900  USGS QUAD   -  CORNUDAS MOUNTAIN (1975)
 CW0900
 CW0900                         *CURRENT SURVEY CONTROL
 CW0900  ___________________________________________________________________
 CW0900* NAD 83(1992)-  32 01 31.52531(N)    105 30 57.79440(W)     ADJUSTED  
 CW0900* NAVD 88     -      2215.6    (meters)    7269.     (feet)  VERTCON   
 CW0900  ___________________________________________________________________
 CW0900  LAPLACE CORR-          -1.14  (seconds)                    DEFLEC99
 CW0900  GEOID HEIGHT-         -22.43  (meters)                     GEOID03
 CW0900
 CW0900  HORZ ORDER  -  FIRST
 CW0900
 CW0900.The horizontal coordinates were established by classical geodetic methods
 CW0900.and adjusted by the National Geodetic Survey in December 1993..
 CW0900
 CW0900.The NAVD 88 height was computed by applying the VERTCON shift value to
 CW0900.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CW0900
 CW0900.The Laplace correction was computed from DEFLEC99 derived deflections.
 CW0900
 CW0900.The geoid height was determined by GEOID03.
 CW0900
 CW0900;                    North         East     Units Scale Factor Converg.
 CW0900;SPC NM C     -   113,921.377   569,327.623   MT  0.99995925   +0 23 21.2
 CW0900;SPC NM C     -   373,757.05  1,867,869.04   sFT  0.99995925   +0 23 21.2
 CW0900;SPC TX C     - 3,272,899.989   210,560.531   MT  1.00004126   -2 40 09.9
 CW0900;SPC TX C     -10,737,839.38    690,814.01   sFT  1.00004126   -2 40 09.9
 CW0900;UTM  13      - 3,543,370.102   451,269.106   MT  0.99962929   -0 16 25.2
 CW0900
 CW0900!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CW0900!SPC NM C     -   0.99965576  x   0.99995925  =   0.99961502
 CW0900!SPC TX C     -   0.99965576  x   1.00004126  =   0.99969700
 CW0900!UTM  13      -   0.99965576  x   0.99962929  =   0.99928517
 CW0900
 CW0900|---------------------------------------------------------------------|
 CW0900| PID    Reference Object                     Distance      Geod. Az  |
 CW0900|                                                           dddmmss.s |
 CW0900| CH8667 CORDUNA RM 2                          6.432 METERS 00748     |
 CW0900| CH8666 CORDUNA RM 1                          3.280 METERS 08309     |
 CW0900| CH8663 CORDUNA AZ MK                                      2572147.7 |
 CW0900| CH8664 CORDUNA AZ MK RESET                                2655933.0 |
 CW0900| CH8665 CORDUNA RM                            4.634 METERS 33745     |
 CW0900| CW0899 CORDUNA CAIRN                         7.800 METERS 35048     |
 CW0900|---------------------------------------------------------------------|
 CW0900
 CW0900                          SUPERSEDED SURVEY CONTROL
 CW0900
 CW0900  NAD 83(1986)-  32 01 31.52826(N)    105 30 57.79278(W) AD(       ) 1
 CW0900  NAD 27      -  32 01 31.14100(N)    105 30 55.90400(W) AD(       ) 1
 CW0900  NGVD 29 (07/19/86) 2214.9    (m)         7267.     (f) VERT ANG       
 CW0900
 CW0900.Superseded values are not recommended for survey control.
 CW0900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0900.See file dsdata.txt to determine how the superseded data were derived.
 CW0900
 CW0900_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDR5126943370(NAD 83)
 CW0900_MARKER: DS = TRIANGULATION STATION DISK
 CW0900_SETTING: 66 = SET IN ROCK OUTCROP
 CW0900
 CW0900  HISTORY     - Date     Condition        Report By
 CW0900  HISTORY     - 1909     MONUMENTED       CGS
 CW0900  HISTORY     - 1937     GOOD             CGS
 CW0900  HISTORY     - 1943     GOOD             CGS
 CW0900  HISTORY     - 1952     GOOD             CGS
 CW0900
 CW0900                          STATION DESCRIPTION
 CW0900
 CW0900'DESCRIBED BY COAST AND GEODETIC SURVEY 1937
 CW0900'STATION IS NEAR THE U.S. GEOLOGICAL SURVEY STATION OF THE
 CW0900'SAME NAME.  IT IS 60 MILES AIRLINE N OF THE TOWN OF SIERRA
 CW0900'BLANCA, TEXAS, ABOUT 15 MILES N OF U.S. HIGHWAY 62, ABOUT
 CW0900'1-1/2 MILES N OF THE TEXAS-NEW MEXICO BOUNDARY, AND ABOUT
 CW0900'3 MILES NE OF SAN ANTONIO PEAK, ON THE HIGHEST AND MOST N
 CW0900'PEAK, KNOWN LOCALLY AS WIND MOUNTAIN, OF THE LAS CORNUDAS
 CW0900'MOUNTAINS.
 CW0900'
 CW0900'STATION WAS MARKED WITH A BRONZE STATION DISK SET IN BEDROCK.
 CW0900'
 CW0900'REFERENCE MARK, A CROSS CUT IN THE TOP OF A ROCK, IS 4.634
 CW0900'METERS (15.20 FEET) FROM THE STATION N 22 DEG 17 MIN W.
 CW0900'
 CW0900'STATION CORDUNA (U.S.G.S.), MARKED WITH A CAIRN, IS 7.8
 CW0900'METERS (26 FEET) FROM THE STATION N 09 DEG 12 MIN W.
 CW0900'
 CW0900'IN 1914 THE STATION WAS RECOVERED.  THE CAIRN MARKING CORDUNA
 CW0900'(U.S.G.S.) WAS TORN DOWN AND REBUILT IN THE SAME LOCATION.
 CW0900'
 CW0900'IN 1937 THE STATION AND REFERENCE MARK WERE RECOVERED AND A
 CW0900'NEW REFERENCE MARK AND AN AZIMUTH MARK WERE ESTABLISHED.
 CW0900'
 CW0900'THE NEW REFERENCE MARK, A BRONZE DISK REFERENCE MARK, WAS
 CW0900'CEMENTED IN A DRILL HOLE IN ROCK, AND IS
 CW0900'3.273 METERS (10.74 FEET) FROM THE STATION N 83 DEG 09 MIN E.
 CW0900'
 CW0900'THE AZIMUTH MARK, A BRONZE AZIMUTH DISK SET IN A DRILL HOLE
 CW0900'IN A LARGE, FLAT ROCK ABOUT 4 BY 6 FEET ACROSS THE TOP AND
 CW0900'FLUSH WITH THE GROUND, IS ABOUT 1.5 MILES FROM THE STATION
 CW0900'S 77 DEG 22 MIN W.  IT IS AT THE SE BASE OF THE
 CW0900'STEEP PART OF A HILL WHICH IS ABOUT 500 FEET HIGH AND ABOUT 0.4
 CW0900'MILE SW OF A WIRE ENCLOSURE AND DIRT TANK.
 CW0900
 CW0900                          STATION RECOVERY (1943)
 CW0900
 CW0900'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (EHB)
 CW0900'STATION IS LOCATED ON THE SUMMIT OF WIND MOUNTAIN, 1.5 MILES
 CW0900'N OF THE TEXAS-NEW MEXICO LINE, AT A POINT OPPOSITE MILE
 CW0900'CORNER 144.  IT IS ON THE HIGHEST AND MOST N OF THE TWO POINTS
 CW0900'OF WIND MOUNTAIN.
 CW0900'
 CW0900'STATION MARK IS A BRONZE STATION DISK SET IN ROCK OUTCROP
 CW0900'FLUSH WITH THE GROUND.  STAMPED CORDUNA 1909.
 CW0900'
 CW0900'REFERENCE MARK 1 IS E OF THE STATION.  IT IS A BRONZE REFERENCE
 CW0900'DISK SET IN ROCK OUTCROP FLUSH WITH THE GROUND.  STAMPED
 CW0900'CORDUNA 1909 1937.
 CW0900'
 CW0900'REFERENCE MARK 2 IS NNE OF THE STATION.  IT IS A BRONZE
 CW0900'REFERENCE DISK SET IN ROCK OUTCROP FLUSH WITH THE GROUND.
 CW0900'STAMPED CORDUNA NO 2 1943.
 CW0900'
 CW0900'STATION ANTONIO SERVES AS AN AZIMUTH MARK.
 CW0900'
 CW0900'TO REACH FROM THE CORDUNA FILLING STATION, WHICH IS 61.0 MILES
 CW0900'E OF EL PASO ON U.S. HIGHWAY 62, GO W ON HIGHWAY 62 FOR 0.5
 CW0900'MILE TO A CROSS ROAD AT CATTLEGUARD.  TURN RIGHT ON BLADED
 CW0900'ROAD AND GO N FOR 2.3 MILES TO A WOODEN GATE.  PASS THROUGH
 CW0900'GATE AND CONTINUE N FOR 5.3 MILES TO ANOTHER WOODEN GATE,
 CW0900'PASS THROUGH GATE AND CONTINUE ON MAIN ROAD FOR 2.25 MILES
 CW0900'TO A BOARD GATE.  PASS THROUGH GATE AND PASS TO RIGHT OF THE
 CW0900'NEAL RANCH HOUSE AND CONTINUE N 0.25 MILE TO ANOTHER GATE.  GO
 CW0900'THROUGH GATE AND CONTINUE ON MAIN ROAD FOR 0.25 MILE TO A
 CW0900'ROAD FORK, TAKE LEFT FORK AND GO 1.0 MILE TO ANOTHER FORK.
 CW0900'TAKE LEFT FORK AND GO 3.0 MILES TO A WIRE GATE, PASS
 CW0900'THROUGH GATE AND GO N FOR 2.0 MILES TO A WIRE GATE IN THE
 CW0900'STATE BOUNDARY FENCE.  PASS THROUGH GATE AND GO N FOR 0.8 MILE
 CW0900'TO ROAD FORK, THENCE TAKE LEFT FORK AND CONTINUE N FOR 0.8
 CW0900'MILE TO THE JONES RANCH.  PASS TO RIGHT OF RANCH HOUSE AND GO
 CW0900'NW ON DIRT ROAD FOR 2.1 MILES TO A CATTLEGUARD.  AT A
 CW0900'POINT ABOUT 100 FEET S OF THE CATTLEGUARD TURN SHARP LEFT
 CW0900'AND FOLLOW A DIM TRACK ROAD IN A CIRCLE TO THE RIGHT AND UP A
 CW0900'CANYON FOR 0.9 MILE TO THE FOOT OF WIND MOUNTAIN.  HERE PACK SE
 CW0900'UP THE SLOPE GOING TOWARD WHAT LOOKS LIKE A CANYON IN THE
 CW0900'MOUNTAIN.  KEEP TO THE LEFT OF THIS CANYON, FOLLOWING UP
 CW0900'THE SADDLE, THENCE TO THE RIGHT AND TO THE TOP OF
 CW0900'MOUNTAIN AND STATION.
 CW0900
 CW0900                          STATION RECOVERY (1952)
 CW0900
 CW0900'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (RLE)
 CW0900'THE STATION, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2
 CW0900'WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.  THE AZIMUTH
 CW0900'MARK WAS NOT FOUND SO A NEW AZIMUTH MARK WAS ESTABLISHED.
 CW0900'
 CW0900'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION--
 CW0900'
 CW0900'THE STATION IS LOCATED ABOUT 70 MILES SOUTHEAST OF ALAMOGORDO,
 CW0900'65 MILES EAST-NORTHEAST OF EL PASO AND 1.5 MILES NORTH OF THE
 CW0900'TEXAS-NEW MEXICO STATE LINE ON THE HIGHEST POINT OF WIND
 CW0900'MOUNTAIN.  IT IS STAMPED CORDUNA 1909.
 CW0900'
 CW0900'REFERENCE MARK NO. 1 IS ON THE SAME ELEVATION AS THE STATION
 CW0900'AND IS STAMPED CORDUNA NO 1 1909 1937.
 CW0900'
 CW0900'REFERENCE MARK NO. 2 IS ABOUT 1 FOOT HIGHER IN ELEVATION THAN
 CW0900'THE STATION AND IS STAMPED CORDUNA NO 2 1943.
 CW0900'
 CW0900'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 21.18 FEET.
 CW0900'
 CW0900'THE AZIMUTH MARK IS A STANDARD BRONZE DISK CEMENTED IN A DRILL
 CW0900'HOLE IN THE SOUTH EDGE OF A CONCRETE APRON SURROUNDING A LARGE
 CW0900'STOCK WATERING TANK AND IS STAMPED CORDUNA 1909 RESET 1952.
 CW0900'
 CW0900'TO REACH THE STATION FROM THE SMALL RAILROAD VILLAGE OF ESCONDIDO,
 CW0900'(18 MILES SOUTH OF ALAMOGORDO) GO SOUTH ON U.S. HIGHWAY 54
 CW0900'FOR 4.7 MILES TO A SIDE ROAD ON THE LEFT, TURN LEFT AND GO EAST
 CW0900'ON DIRT ROAD FOR 12.8 MILES TO A CATTLE GUARD JUST AFTER
 CW0900'REACHING TOP OF RIDGE.  CONTINUE EAST FOR 8.3 MILES TO A FORK,
 CW0900'TAKE RIGHT FORK AND GO SOUTHEAST FOR 2.4 MILES TO ANOTHER
 CW0900'FORK, TAKE RIGHT FORK AND GO SOUTHEAST AND SOUTH FOR 3.4
 CW0900'MILES TO A FORK, TAKE RIGHT FORK AND GO SOUTH FOR 15.2 MILES
 CW0900'TO A FORK JUST AFTER PASSING LARGE RANCH ON RIGHT.  TAKE LEFT
 CW0900'FORK AND GO SOUTHEAST FOR 3.5 MILES TO A FORK, TAKE LEFT
 CW0900'FORK AND CONTINUE SOUTHEAST FOR 1.3 MILES TO A FORK, TAKE RIGHT
 CW0900'FORK AND CONTINUE SOUTHEAST FOR 3.2 MILES TO A FORK AND SIGN
 CW0900'THE GRAHAMS.  TAKE RIGHT FORK AND GO SOUTH, PASSING TO
 CW0900'THE LEFT OF RANCH, FOR 3.3 MILES TO A FORK, TAKE RIGHT FORK
 CW0900'AND CONTINUE SOUTH FOR 3.3 MILES TO A FORK AT THE NORTHWEST
 CW0900'CORNER OF A WIRE CORRAL, TAKE LEFT FORK AND GO SOUTHEAST
 CW0900'FOR 0.05 MILE TO A CABIN AND AZIMUTH MARK AT SOUTH EDGE OF
 CW0900'WATERING TANK.  FROM THIS POINT, GO EAST ALONG FENCE
 CW0900'LINE FOR 0.6 MILE TO THE END OF TRUCK TRAVEL AT BASE OF
 CW0900'HILL.  PACK EASTERLY UP STEEP ROCKY SLOPE FOR ABOUT
 CW0900'1.5 MILES TO HIGHEST POINT AND STATION AS DESCRIBED.  (A
 CW0900'3 HOUR PACK)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0899 ***********************************************************************
 CW0899  DESIGNATION -  CORDUNA CAIRN
 CW0899  PID         -  CW0899
 CW0899  STATE/COUNTY-  NM/OTERO
 CW0899  USGS QUAD   -  CORNUDAS MOUNTAIN (1975)
 CW0899
 CW0899                         *CURRENT SURVEY CONTROL
 CW0899  ___________________________________________________________________
 CW0899* NAD 83(1992)-  32 01 31.77528(N)    105 30 57.84194(W)     ADJUSTED  
 CW0899* NAVD 88     -      2216.     (meters)    7270.     (feet)  SCALED    
 CW0899  ___________________________________________________________________
 CW0899  LAPLACE CORR-          -1.14  (seconds)                    DEFLEC99
 CW0899  GEOID HEIGHT-         -22.43  (meters)                     GEOID03
 CW0899
 CW0899  HORZ ORDER  -  SECOND
 CW0899
 CW0899.The horizontal coordinates were established by classical geodetic methods
 CW0899.and adjusted by the National Geodetic Survey in December 1993..
 CW0899
 CW0899.The orthometric height was scaled from a topographic map.
 CW0899
 CW0899.The Laplace correction was computed from DEFLEC99 derived deflections.
 CW0899
 CW0899.The geoid height was determined by GEOID03.
 CW0899
 CW0899;                    North         East     Units Scale Factor Converg.
 CW0899;SPC NM C     -   113,929.068   569,326.323   MT  0.99995925   +0 23 21.2
 CW0899;SPC NM C     -   373,782.28  1,867,864.78   sFT  0.99995925   +0 23 21.2
 CW0899;SPC TX C     - 3,272,907.738   210,559.643   MT  1.00004128   -2 40 09.9
 CW0899;SPC TX C     -10,737,864.80    690,811.10   sFT  1.00004128   -2 40 09.9
 CW0899;UTM  13      - 3,543,377.805   451,267.896   MT  0.99962929   -0 16 25.2
 CW0899
 CW0899!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CW0899!SPC NM C     -   0.99965574  x   0.99995925  =   0.99961501
 CW0899!SPC TX C     -   0.99965574  x   1.00004128  =   0.99969701
 CW0899!UTM  13      -   0.99965574  x   0.99962929  =   0.99928516
 CW0899
 CW0899                          SUPERSEDED SURVEY CONTROL
 CW0899
 CW0899  NAD 83(1986)-  32 01 31.77821(N)    105 30 57.84032(W) AD(       ) 2
 CW0899  NAD 27      -  32 01 31.39100(N)    105 30 55.95200(W) AD(       ) 2
 CW0899
 CW0899.Superseded values are not recommended for survey control.
 CW0899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0899.See file dsdata.txt to determine how the superseded data were derived.
 CW0899
 CW0899_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDR5126843378(NAD 83)
 CW0899_MARKER: 72 = CAIRN
 CW0899
 CW0899  HISTORY     - Date     Condition        Report By
 CW0899  HISTORY     - UNK      FIRST OBSERVED   USGS
 CW0899  HISTORY     - 1937     GOOD             CGS
 CW0899
 CW0899                          STATION DESCRIPTION
 CW0899
 CW0899'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0892 ***********************************************************************
 DR0892  DESIGNATION -  CORN
 DR0892  PID         -  DR0892
 DR0892  STATE/COUNTY-  NM/CHAVES
 DR0892  USGS QUAD   -  CORN RANCH (1949)
 DR0892
 DR0892                         *CURRENT SURVEY CONTROL
 DR0892  ___________________________________________________________________
 DR0892* NAD 83(1992)-  33 29 16.14690(N)    104 43 13.19995(W)     ADJUSTED  
 DR0892* NAVD 88     -      1306.4    (meters)    4286.     (feet)  VERTCON   
 DR0892  ___________________________________________________________________
 DR0892  LAPLACE CORR-          -3.06  (seconds)                    DEFLEC99
 DR0892  GEOID HEIGHT-         -22.88  (meters)                     GEOID03
 DR0892
 DR0892  HORZ ORDER  -  FIRST
 DR0892
 DR0892.The horizontal coordinates were established by classical geodetic methods
 DR0892.and adjusted by the National Geodetic Survey in December 1993..
 DR0892
 DR0892.The NAVD 88 height was computed by applying the VERTCON shift value to
 DR0892.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DR0892
 DR0892.The Laplace correction was computed from DEFLEC99 derived deflections.
 DR0892
 DR0892.The geoid height was determined by GEOID03.
 DR0892
 DR0892;                    North         East     Units Scale Factor Converg.
 DR0892;SPC NM E     -   275,919.032   129,037.103   MT  0.99992503   -0 12 48.7
 DR0892;SPC NM E     -   905,244.36    423,349.23   sFT  0.99992503   -0 12 48.7
 DR0892;UTM  13      - 3,705,403.666   525,980.623   MT  0.99960832   +0 09 15.5
 DR0892
 DR0892!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR0892!SPC NM E     -   0.99979854  x   0.99992503  =   0.99972359
 DR0892!UTM  13      -   0.99979854  x   0.99960832  =   0.99940694
 DR0892
 DR0892|---------------------------------------------------------------------|
 DR0892| PID    Reference Object                     Distance      Geod. Az  |
 DR0892|                                                           dddmmss.s |
 DR0892| CJ6973 CORN RM 1                            24.666 METERS 13818     |
 DR0892| CJ6974 CORN RM 2                            37.576 METERS 21017     |
 DR0892| CJ6972 CORN AZ MK                                         3061510.2 |
 DR0892|---------------------------------------------------------------------|
 DR0892
 DR0892                          SUPERSEDED SURVEY CONTROL
 DR0892
 DR0892  NAD 83(1986)-  33 29 16.15118(N)    104 43 13.19535(W) AD(       ) 1
 DR0892  NAD 27      -  33 29 15.80938(N)    104 43 11.29603(W) AD(       ) 1
 DR0892  NGVD 29 (07/19/86) 1305.8    (m)         4284.     (f) VERT ANG       
 DR0892
 DR0892.Superseded values are not recommended for survey control.
 DR0892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0892.See file dsdata.txt to determine how the superseded data were derived.
 DR0892
 DR0892_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SET2598105404(NAD 83)
 DR0892_MARKER: DS = TRIANGULATION STATION DISK
 DR0892_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR0892_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR0892
 DR0892  HISTORY     - Date     Condition        Report By
 DR0892  HISTORY     - 1935     MONUMENTED       CGS
 DR0892  HISTORY     - 1967     GOOD             USGS
 DR0892  HISTORY     - 1967     GOOD             USGS
 DR0892
 DR0892                          STATION DESCRIPTION
 DR0892
 DR0892'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 DR0892'ABOUT 14 MILES WEST-NORTHWEST OF ROSWELL, ON THE TOP OF A STONY
 DR0892'HILL ABOUT 200 YARDS NORTH OF THE ROSWELL-PINE LODGE ROAD, ABOUT
 DR0892'1.4 MILES WEST OF THE RANCH BUILDINGS OF MRS. GEORGE CORN.  TO
 DR0892'REACH FROM CHAVES COUNTY COURTHOUSE IN ROSWELL GO NORTH 3.3
 DR0892'MILES ON U.S. HIGHWAY 70, TO A POINT WHERE THE HIGHWAY TURNS
 DR0892'NORTHEAST, CONTINUE STRAIGHT AHEAD 0.4 MILE, TURN LEFT (WEST) ON
 DR0892'THE PINE LODGE ROAD AND FOLLOW THE ROAD WESTERLY 10.5 MILES
 DR0892'TO THE GEORGE CORN RANCH ON THE NORTH SIDE OF THE ROAD,
 DR0892'CONTINUE WESTERLY ON THE MAIN ROAD UP THE CANYON 1.5 MILES TO
 DR0892'THE TOP OF THE DIVIDE, TURN OFF THE ROAD TO THE RIGHT AND
 DR0892'DRIVE UP THE SLOPE NORTH-NORTHEAST ABOUT 200 YARDS TO THE TOP
 DR0892'OF THE HILL AND THE STATION SITE.  THE SURFACE AND UNDERGROUND
 DR0892'MARKS ARE STANDARD DISKS SET IN CONCRETE.
 DR0892'THE REFERENCE MARKS ARE STANDARD DISKS SET
 DR0892'IN BEDROCK.  NO. 1 IS 81.00 FEET FROM
 DR0892'THE STATION, AND NO. 2 IS 123.23
 DR0892'FEET FROM THE STATION.  THE AZIMUTH MARK,
 DR0892'A STANDARD DISK SET IN CONCRETE, IS 31
 DR0892'FEET WEST OF THE CENTER OF THE ROAD, ABOUT 50 YARDS SOUTHEAST OF
 DR0892'THE TOP OF THE HILL, AND APPROXIMATELY 0.4 MILE FROM THE STATION
 DR0892'N 53 DEG 45 MIN W.
 DR0892
 DR0892                          STATION RECOVERY (1967)
 DR0892
 DR0892'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967 (EGE)
 DR0892'NOTE--DISTANCE TO R.M. 1 DOES NOT AGREE WITH USC AND GS DATA BY
 DR0892'-0.07 FT.
 DR0892'
 DR0892'STATION FOUND AS DESCRIBED.
 DR0892'
 DR0892'REVISED DESCRIPTION--
 DR0892'
 DR0892'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 285 AND STATE HIGHWAY 48.
 DR0892'4.0 MI. N OF ROSWELL.  GO 12.2 MI. W ON STATE HIGHWAY 48 TO
 DR0892'CURVE RIGHT AT CREST AND GATE ON RIGHT AT TOP OF CUT BANK.  WITH
 DR0892'4 WD GO RIGHT, THRU GATE, ABOUT 500 FT. NE TO STATION AT TOP OF
 DR0892'HILL.
 DR0892'
 DR0892'STATION MARK--A STANDARD BRONZE DISK SET IN CONCRETE POST
 DR0892'PROJECTING 0.2 FT. AND STAMPED CORN 1935.
 DR0892'
 DR0892'REFERENCE MARK NO. 1--A STANDARD REFERENCE DISK SE OF STATION
 DR0892'SET IN BEDROCK FLUSH WITH GROUND AND STAMPED CORN 1935 R.M. 1.
 DR0892'
 DR0892'REFERENCE MARK NO. 2--A STANDARD REFERENCE DISK SW OF STATION SET
 DR0892'IN BEDROCK FLUSH WITH GROUND AND STAMPED CORN 1935 R.M. 2.
 DR0892'
 DR0892'AZIMUTH MARK--A STANDARD DISK SET IN A CONCRETE POST PROJECTING
 DR0892'0.3 FT. IS 37 FT. SW. OF STATE HIGHWAY 48, 150 FT. SE OF CREST
 DR0892'OF HILL, AND 0.46 MI. NW OF THE STATION.
 DR0892
 DR0892                          STATION RECOVERY (1967)
 DR0892
 DR0892'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 DR0892'DESCRIPTION AND POSITION LISTED IN NGS QUAD 33104-3, STATION 1003.
 DR0892'
 DR0892'RECOVERED BY USGS IN 1959.  REFERENCE MARK NO. 2 WAS NOT FOUND.
 DR0892'
 DR0892'RECOVERED BY USGS IN 1967 AND REVISED DESCRIPTION FOLLOWS
 DR0892'
 DR0892'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 285 AND STATE HIGHWAY 48,
 DR0892'4.0 MI. N. OF ROSWELL, GO 12.2 MI. W. ON STATE HIGHWAY 48 TO CURVE
 DR0892'RIGHT AT CREST AND GATE ON RIGHT AT TOP OF CUT BANK, WITH FOUR WHEEL
 DR0892'DRIVE GO RIGHT, THRU GATE, ABOUT 500 FT. NE. TO STATION AT TOP OF
 DR0892'HILL.
 DR0892'
 DR0892'STATION MARK--A STANDARD BRONZE DISK SET IN CONCRETE POST PROJECTING
 DR0892'0.2 FT. AND STAMPED---CORN 1935---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CF0293 ***********************************************************************
 CF0293  DESIGNATION -  CORNER
 CF0293  PID         -  CF0293
 CF0293  STATE/COUNTY-  NM/HIDALGO
 CF0293  USGS QUAD   -  GUADALUPE PASS (1983)
 CF0293
 CF0293                         *CURRENT SURVEY CONTROL
 CF0293  ___________________________________________________________________
 CF0293* NAD 83(1992)-  31 20 24.37273(N)    108 59 20.24218(W)     ADJUSTED  
 CF0293* NAVD 88     -      1664.     (meters)    5459.     (feet)  VERTCON   
 CF0293  ___________________________________________________________________
 CF0293  LAPLACE CORR-           4.05  (seconds)                    DEFLEC99
 CF0293  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 CF0293
 CF0293  HORZ ORDER  -  THIRD
 CF0293
 CF0293.The horizontal coordinates were established by classical geodetic methods
 CF0293.and adjusted by the National Geodetic Survey in December 1993..
 CF0293
 CF0293.The NAVD 88 height was computed by applying the VERTCON shift value to
 CF0293.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CF0293
 CF0293.The Laplace correction was computed from DEFLEC99 derived deflections.
 CF0293
 CF0293.The geoid height was determined by GEOID03.
 CF0293
 CF0293;                    North         East     Units Scale Factor Converg.
 CF0293;SPC NM W     -    38,281.804   720,032.455   MT  1.00006577   -0 36 04.0
 CF0293;SPC NM W     -   125,596.22  2,362,306.48   sFT  1.00006577   -0 36 04.0
 CF0293;SPC AZ E     -    38,303.430   325,427.647   MT  1.00005486   +0 36 45.4
 CF0293;SPC AZ E     -   125,667.42  1,067,676.01   iFT  1.00005486   +0 36 45.4
 CF0293;UTM  12      - 3,469,041.734   691,319.843   MT  1.00005149   +1 02 46.7
 CF0293
 CF0293!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CF0293!SPC NM W     -   0.99974293  x   1.00006577  =   0.99980868
 CF0293!SPC AZ E     -   0.99974293  x   1.00005486  =   0.99979778
 CF0293!UTM  12      -   0.99974293  x   1.00005149  =   0.99979441
 CF0293
 CF0293:                Primary Azimuth Mark                     Grid Az
 CF0293:SPC NM W     -  ROCKY                                    022 39 50.6
 CF0293:SPC AZ E     -  ROCKY                                    021 27 01.2
 CF0293:UTM  12      -  ROCKY                                    021 00 59.9
 CF0293
 CF0293|---------------------------------------------------------------------|
 CF0293| PID    Reference Object                     Distance      Geod. Az  |
 CF0293|                                                           dddmmss.s |
 CF0293| CF0295 ROCKY                               APPROX.13.6 KM 0220346.6 |
 CF0293|---------------------------------------------------------------------|
 CF0293
 CF0293                          SUPERSEDED SURVEY CONTROL
 CF0293
 CF0293  NAD 83(1992)-  31 20 24.37345(N)    108 59 20.23999(W) AD(       ) 3
 CF0293  NAD 83(1986)-  31 20 24.37728(N)    108 59 20.22687(W) AD(       ) 3
 CF0293  NAD 27      -  31 20 23.99915(N)    108 59 18.05026(W) AD(       ) 3
 CF0293  NGVD 29 (07/19/86) 1663.     (m)         5456.     (f) VERT ANG       
 CF0293
 CF0293.Superseded values are not recommended for survey control.
 CF0293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0293.See file dsdata.txt to determine how the superseded data were derived.
 CF0293
 CF0293_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXV9132069042(NAD 83)
 CF0293_MARKER: DD = SURVEY DISK
 CF0293_SETTING: 66 = SET IN ROCK OUTCROP
 CF0293_SP_SET: SET IN ROCK OUTCROP
 CF0293_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CF0293+STABILITY: POSITION/ELEVATION WELL
 CF0293
 CF0293  HISTORY     - Date     Condition        Report By
 CF0293  HISTORY     - 1917     MONUMENTED       USGS
 CF0293
 CF0293                          STATION DESCRIPTION
 CF0293
 CF0293'DESCRIBED BY US GEOLOGICAL SURVEY 1917
 CF0293'ON A LOW HILL, ABOUT 1 MI. NE. OF POINT WHERE ARIZONA AND NEW MEXICO
 CF0293'CORNER OF THE UNITED STATES AND MEXICO BOUNDARY, ABOUT 8 MI. SW. OF
 CF0293'CLOVERDALE P.O.,AND 1/3 OF A MI. N. OF INTERNATIONAL BOUNDARY POST NO.
 CF0293'70.
 CF0293'
 CF0293'STATION MARK - BRONZE TABLET IN SOLID ROCK.
 CF0293'
 CF0293'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ1018 ***********************************************************************
 EQ1018  DESIGNATION -  CORNER
 EQ1018  PID         -  EQ1018
 EQ1018  STATE/COUNTY-  NM/CIBOLA
 EQ1018  USGS QUAD   -  DOUGH MOUNTAIN (1971)
 EQ1018
 EQ1018                         *CURRENT SURVEY CONTROL
 EQ1018  ___________________________________________________________________
 EQ1018* NAD 83(1992)-  34 59 41.12172(N)    107 15 17.87656(W)     ADJUSTED  
 EQ1018* NAVD 88     -      1742.1    (meters)    5716.     (feet)  VERTCON   
 EQ1018  ___________________________________________________________________
 EQ1018  LAPLACE CORR-          -0.95  (seconds)                    DEFLEC99
 EQ1018  GEOID HEIGHT-         -21.10  (meters)                     GEOID03
 EQ1018
 EQ1018  HORZ ORDER  -  SECOND
 EQ1018
 EQ1018.The horizontal coordinates were established by classical geodetic methods
 EQ1018.and adjusted by the National Geodetic Survey in December 1993..
 EQ1018
 EQ1018.The NAVD 88 height was computed by applying the VERTCON shift value to
 EQ1018.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EQ1018
 EQ1018.The Laplace correction was computed from DEFLEC99 derived deflections.
 EQ1018
 EQ1018.The geoid height was determined by GEOID03.
 EQ1018
 EQ1018;                    North         East     Units Scale Factor Converg.
 EQ1018;SPC NM W     -   443,152.719   882,797.399   MT  0.99995101   +0 19 54.1
 EQ1018;SPC NM W     - 1,453,910.21  2,896,311.13   sFT  0.99995101   +0 19 54.1
 EQ1018;SPC NM C     -   443,453.948   408,260.218   MT  1.00000369   -0 34 35.0
 EQ1018;SPC NM C     - 1,454,898.49  1,339,433.73   sFT  1.00000369   -0 34 35.0
 EQ1018;UTM  13      - 3,874,784.808   294,199.188   MT  1.00012202   -1 17 37.2
 EQ1018
 EQ1018!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EQ1018!SPC NM W     -   0.99972994  x   0.99995101  =   0.99968096
 EQ1018!SPC NM C     -   0.99972994  x   1.00000369  =   0.99973362
 EQ1018!UTM  13      -   0.99972994  x   1.00012202  =   0.99985192
 EQ1018
 EQ1018|---------------------------------------------------------------------|
 EQ1018| PID    Reference Object                     Distance      Geod. Az  |
 EQ1018|                                                           dddmmss.s |
 EQ1018| CD2704 CORNER RM 1                          10.747 METERS 05816     |
 EQ1018| CD2703 CORNER AZ MK                                       2655813.5 |
 EQ1018| CD2705 CORNER RM 2                           6.604 METERS 31929     |
 EQ1018|---------------------------------------------------------------------|
 EQ1018
 EQ1018                          SUPERSEDED SURVEY CONTROL
 EQ1018
 EQ1018  NAD 83(1986)-  34 59 41.12446(N)    107 15 17.87750(W) AD(       ) 2
 EQ1018  NAD 27      -  34 59 40.95999(N)    107 15 15.72888(W) AD(       ) 2
 EQ1018  NGVD 29 (07/19/86) 1741.2    (m)         5713.     (f) VERT ANG       
 EQ1018
 EQ1018.Superseded values are not recommended for survey control.
 EQ1018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ1018.See file dsdata.txt to determine how the superseded data were derived.
 EQ1018
 EQ1018_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBU9419974785(NAD 83)
 EQ1018_MARKER: DS = TRIANGULATION STATION DISK
 EQ1018_SETTING: 66 = SET IN ROCK OUTCROP
 EQ1018
 EQ1018  HISTORY     - Date     Condition        Report By
 EQ1018  HISTORY     - 1958     MONUMENTED       CGS
 EQ1018  HISTORY     - 1958     GOOD             CGS
 EQ1018  HISTORY     - 1971     GOOD             NMHD
 EQ1018  HISTORY     - 1972     GOOD             NGS
 EQ1018
 EQ1018                          STATION DESCRIPTION
 EQ1018
 EQ1018'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RLE)
 EQ1018'THE STATION IS LOCATED ABOUT 5.5 MILES NORTHWEST OF CORREO
 EQ1018'AND 3 MILES NORTH OF U.S. HIGHWAY 66, ON THE SOUTH-SOUTHEAST TIP
 EQ1018'OF A LOW ROCKY BUTTE WHICH LIES IN A NORTHEAST-SOUTHWEST
 EQ1018'DIRECTION.  SEVERAL LOW WALLS OF ROCK HAVE BEEN PILED UP NEAR
 EQ1018'THE STATION SITE.  THE MARK IS 36 FEET NORTHWEST OF A 4-FOOT
 EQ1018'CAIRN.  IT IS SET FLUSH WITH THE SURFACE OF THE GROUND AND
 EQ1018'IS STAMPED CORNER 1958.
 EQ1018'
 EQ1018'REFERENCE MARK NO. 1 IS SET FLUSH WITH THE SURFACE OF THE GROUND
 EQ1018'AND IS STAMPED CORNER NO 1 1958.
 EQ1018'
 EQ1018'REFERENCE MARK NO. 2 IS SET IN A BOULDER WHICH MEASURES ABOUT
 EQ1018'2 BY 2 FEET AND PROJECTS 6 INCHES.  IT IS STAMPED CORNER
 EQ1018'NO 2 1958.
 EQ1018'
 EQ1018'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK
 EQ1018'NO. 2 IS 44.1 FEET.
 EQ1018'
 EQ1018'THE AZIMUTH MARK IS NEAR A RAILROAD GRADE CROSSING, IN THE
 EQ1018'NORTH RIGHT-OF-WAY FENCE LINE, 18 FEET EAST OF THE CENTER
 EQ1018'OF THE TRACK ROAD, 9 FEET EAST OF A GATE AND 2 FEET EAST OF A
 EQ1018'FENCE POST.  THE MARK PROJECTS 6 INCHES AND IS STAMPED CORNER
 EQ1018'1958.
 EQ1018'
 EQ1018'TO REACH THE STATION FROM THE POST OFFICE IN CORREO, GO EASTERLY
 EQ1018'ON U.S. HIGHWAY 66 FOR 0.6 MILES TO A TRACK ROAD AND A WIRE
 EQ1018'GATE ON THE LEFT.  TURN LEFT THROUGH THE WIRE GATE AND FOLLOW
 EQ1018'THE TRACK ROAD FOR 0.15 MILES TO A FORK, FOLLOW THE RIGHT
 EQ1018'FORK FOR 0.55 MILES TO A DIM CROSSROAD, TURN RIGHT AND GO 0.2
 EQ1018'MILES TO A DIM FORK TO THE RIGHT, GO STRAIGHT AHEAD ON THE
 EQ1018'MAIN TRACK ROAD FOR 0.2 MILES TO A WINDMILL AND A WATER TANK
 EQ1018'ON THE RIGHT, FOLLOW THE TRACK ROAD NORTHWESTERLY FOR 1.0 MILE
 EQ1018'TO A FENCE AND A ROAD UNDER CONSTRUCTION, CROSS OVER THE
 EQ1018'ROAD AND FOLLOW THE TRACK ROAD FOR 0.05 MILES TO A FENCE
 EQ1018'CORNER, TURN LEFT AROUND THE FENCE CORNER AND FOLLOW THE
 EQ1018'TRACK ROAD FOR 1.0 MILE TO A METAL GATE, CONTINUE ON THE
 EQ1018'TRACK ROAD FOR 0.35 MILES TO A DIM TRACK ROAD TO THE
 EQ1018'RIGHT, GO STRAIGHT AHEAD ON THE MAIN TRACK ROAD FOR 0.55
 EQ1018'MILES TO ANOTHER TRACK ROAD TO THE RIGHT, FOLLOW THE
 EQ1018'BLADED ROAD TO THE LEFT FOR 0.05 MILES TO A FORK, THEN
 EQ1018'TAKE THE RIGHT FORK AND GO 2.1 MILES TO THE BASE OF THE
 EQ1018'BUTTE AT ITS SOUTH-SOUTHEAST TIP.  PACK TO THE TOP OF THE BUTTE
 EQ1018'AND THE STATION AS DESCRIBED.  IT IS A 5 MINUTE PACK.
 EQ1018'
 EQ1018'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE WESTERLY
 EQ1018'ON THE TRACK ROAD FOR 0.25 MILES TO THE RAILROAD CROSSING AND
 EQ1018'THE AZIMUTH MARK AS DESCRIBED.
 EQ1018'
 EQ1018'NOTE--THE PROPOSED NEW U.S. HIGHWAY 66 SHALL PASS BY THE
 EQ1018'STATION BETWEEN THE BUTTE AND THE RAILROAD TRACKS.
 EQ1018
 EQ1018                          STATION RECOVERY (1958)
 EQ1018
 EQ1018'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (FJT)
 EQ1018'THE STATION MARK, REFERENCE MARKS, AND AZIMUTH MARK WERE RECOVERED
 EQ1018'AND FOUND IN GOOD CONDITION.  THE TO REACH WAS OBSOLETE DUE
 EQ1018'TO CONSTRUCTION ON HIGHWAY 66.  A NEW TO REACH FOLLOWS--
 EQ1018'
 EQ1018'TO REACH THE STATION FROM THE POST OFFICE IN CORREO, GO
 EQ1018'EASTERLY ON OLD U.S. HIGHWAY 66 FOR 0.6 MILES TO A CROSSROAD.
 EQ1018'TURN LEFT ON STATE HIGHWAY 6 FOR 1.8 MILES TO THE OVERPASS
 EQ1018'CROSSING THE NEW U.S. HIGHWAY 66.  CROSS OVER THE OVER PASS
 EQ1018'AND GO 0.2 MILE TO A FORK TO THE RIGHT, AND A CATTLEGUARD.
 EQ1018'TURN RIGHT, ACROSS THE CATTLEGUARD AND THEN LEFT ALONG A GRADED
 EQ1018'ROAD FOR 1.8 MILES TO A WIRE GATE.  GO THROUGH GATE FOR 0.8
 EQ1018'MILES, TO END OF GRADED ROAD, JUST AFTER CROSSING GULLY.
 EQ1018'PROCEED ON TRACK ROAD, WHICH BEGINS AT END OF GRADED ROAD,
 EQ1018'AND GO 1.3 MILES TO A FORK.  TAKE LEFT FORK AND GO 1.0 MILE
 EQ1018'TO BASE OF BUTTE AT ITS SOUTH-SOUTHEAST TIP.  PACK TO THE
 EQ1018'TOP OF THE BUTTE AND THE STATION.
 EQ1018
 EQ1018                          STATION RECOVERY (1971)
 EQ1018
 EQ1018'RECOVERY NOTE BY NM HIGHWAY DEPT 1971
 EQ1018'CORNER 1958-GOOD
 EQ1018
 EQ1018                          STATION RECOVERY (1972)
 EQ1018
 EQ1018'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (RGL)
 EQ1018'THE STATION WAS RECOVERED IN GOOD CONDITION, BUT A NEW TO REACH
 EQ1018'DESCRIPTION FOLLOWS.
 EQ1018'
 EQ1018'TO REACH THE STATION FROM THE BRIDGE ACROSS THE RIO PUERCO, GO
 EQ1018'WEST ON INTERSTATE 40 FOR 13.1 MILES TO THE JUNCTION OF SR. 6 AND
 EQ1018'INTERSTATE HIGHWAY 40.  TURN TO THE RIGHT ON THE SOUTHBOUND RAMP
 EQ1018'TO SR. 6 AND TRAVEL 0.2 MILES TO A TURNOUT AND CATTLE GUARD ON THE
 EQ1018'LEFT.  GO THROUGH THE CATTLE GUARD AND TRAVEL WEST ON A
 EQ1018'SINGLE-LANE BLADED ROAD FOR 1.9 MILES TO A STANDARD STEEL GATE.
 EQ1018'PASS THROUGH THE GATE AND GO WEST FOR 3.0 MILES TO TRACK ROAD TO
 EQ1018'THE RIGHT.  TAKE THIS TRACK ROAD AND TRAVEL NORTHEASTERLY FOR 0.2
 EQ1018'MILE TO THE TOP OF THE BUTTE AND THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0446 ***********************************************************************
 FN0446  DESIGNATION -  CORNER
 FN0446  PID         -  FN0446
 FN0446  STATE/COUNTY-  NM/MORA
 FN0446  USGS QUAD   -  CANON LAS CUEVAS (1971)
 FN0446
 FN0446                         *CURRENT SURVEY CONTROL
 FN0446  ___________________________________________________________________
 FN0446* NAD 83(1992)-  35 58 57.57550(N)    104 28 17.57231(W)     ADJUSTED  
 FN0446* NAVD 88     -      1886.08   (+/-2cm)    6187.9    (feet)  VERTCON   
 FN0446  ___________________________________________________________________
 FN0446  LAPLACE CORR-          -2.35  (seconds)                    DEFLEC99
 FN0446  GEOID HEIGHT-         -19.36  (meters)                     GEOID03
 FN0446
 FN0446  HORZ ORDER  -  FIRST
 FN0446  VERT ORDER  -  THIRD ? (See Below)
 FN0446
 FN0446.The horizontal coordinates were established by classical geodetic methods
 FN0446.and adjusted by the National Geodetic Survey in December 1993..
 FN0446
 FN0446.The NAVD 88 height was computed by applying the VERTCON shift value to
 FN0446.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FN0446.The vertical order pertains to the NGVD 29 superseded value.
 FN0446
 FN0446.The Laplace correction was computed from DEFLEC99 derived deflections.
 FN0446
 FN0446.The geoid height was determined by GEOID03.
 FN0446
 FN0446;                    North         East     Units Scale Factor Converg.
 FN0446;SPC NM E     -   552,602.897   152,536.470   MT  0.99991100   -0 04 52.3
 FN0446;SPC NM E     - 1,812,998.00    500,446.74   sFT  0.99991100   -0 04 52.3
 FN0446;UTM  13      - 3,982,154.261   547,638.770   MT  0.99962796   +0 18 37.8
 FN0446
 FN0446!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FN0446!SPC NM E     -   0.99970710  x   0.99991100  =   0.99961813
 FN0446!UTM  13      -   0.99970710  x   0.99962796  =   0.99933517
 FN0446
 FN0446|---------------------------------------------------------------------|
 FN0446| PID    Reference Object                     Distance      Geod. Az  |
 FN0446|                                                           dddmmss.s |
 FN0446| CJ6979 CORNER RM 1                           9.076 METERS 08359     |
 FN0446| CJ6978 CORNER AZ MK                                       1301102.2 |
 FN0446| CJ6980 CORNER RM 2                          11.339 METERS 34351     |
 FN0446|---------------------------------------------------------------------|
 FN0446
 FN0446                          SUPERSEDED SURVEY CONTROL
 FN0446
 FN0446  NAD 83(1986)-  35 58 57.58286(N)    104 28 17.57119(W) AD(       ) 1
 FN0446  NAD 27      -  35 58 57.45760(N)    104 28 15.62890(W) AD(       ) 1
 FN0446  NGVD 29 (07/19/86) 1885.26   (m)         6185.2    (f) LEVELING    3  
 FN0446
 FN0446.Superseded values are not recommended for survey control.
 FN0446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0446.See file dsdata.txt to determine how the superseded data were derived.
 FN0446
 FN0446_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEV4763982154(NAD 83)
 FN0446_MARKER: DS = TRIANGULATION STATION DISK
 FN0446_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FN0446
 FN0446  HISTORY     - Date     Condition        Report By
 FN0446  HISTORY     - 1960     MONUMENTED       CGS
 FN0446
 FN0446                          STATION DESCRIPTION
 FN0446
 FN0446'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (HWK)
 FN0446'THE STATION IS APPROXIMATELY 16 MILES WEST OF ROY, IN THE
 FN0446'NORTHEAST QUARTER OF SECTION 11, T 20 N, R 23 E, ON THE NORTH
 FN0446'RIGHT-OF-WAY OF STATE HIGHWAY 120.
 FN0446'
 FN0446'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 120
 FN0446'AND 39 IN ROY, GO WESTERLY ON HIGHWAY 120 TOWARD WAGON MOUND
 FN0446'FOR 9.85 MILES TO THE CENTER OF BRIDGE OVER THE CANADIAN RIVER,
 FN0446'CONTINUE WESTERLY, ON HIGHWAY 120 FOR 8.8 MILES TO A DIRT
 FN0446'ROAD ON THE LEFT AND THE AZIMUTH MARK ON THE LEFT.  CONTINUE
 FN0446'WESTERLY, ON HIGHWAY 120, 0.6 MILE TO THE STATION ON THE RIGHT.
 FN0446'
 FN0446'STATION MARKS ARE STANDARD DISKS STAMPED CORNER 1960.  THE
 FN0446'SURFACE DISK IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS
 FN0446'3 INCHES.  IT IS 52 FEET NORTHWEST OF THE CENTER OF A DIRT ROAD,
 FN0446'29 FEET NORTHEAST OF THE CENTER OF HIGHWAY 120, 10.5 FEET WEST
 FN0446'OF A POWER POLE, 10 FEET EAST OF A CORNER FENCE POST, 6.5 FEET
 FN0446'SOUTHEAST OF A FENCE AND 6 FEET SOUTH OF A METAL WITNESS POST.
 FN0446'THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE
 FN0446'20 INCHES BELOW THE SURFACE OF THE GROUND.
 FN0446'
 FN0446'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED CORNER NO 1 1960,
 FN0446'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.
 FN0446'IT IS 63 FEET NORTHEAST OF THE CENTER OF HIGHWAY 120, 49 FEET
 FN0446'NORTHWEST OF THE CENTER OF A DIRT ROAD, 20 FEET NORTHEAST
 FN0446'OF THE POWER POLE AND 2.5 FEET SOUTHEAST OF THE FENCE.
 FN0446'
 FN0446'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED CORNER NO 2 1960,
 FN0446'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.  IT
 FN0446'IS 46 FEET NORTHEAST OF THE CENTER OF HIGHWAY 120, 43.5 FEET
 FN0446'WEST OF THE POWER POLE, 28 FEET NORTHWEST OF THE CORNER FENCE
 FN0446'POST AND 1 FOOT SOUTHWEST OF A FENCE.
 FN0446'
 FN0446'AZIMUTH MARK, A STANDARD DISK STAMPED CORNER 1960, IS SET IN
 FN0446'A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS 36 FEET
 FN0446'SOUTHWEST OF THE CENTER OF HIGHWAY 120, 12 FEET NORTHEAST
 FN0446'OF THE CENTER OF A DIRT ROAD AND 1.8 FEET WEST OF A METAL
 FN0446'WITNESS POST.
 FN0446'
 FN0446'NOTE--REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ1104 ***********************************************************************
 EQ1104  DESIGNATION -  CORNER 2
 EQ1104  PID         -  EQ1104
 EQ1104  STATE/COUNTY-  NM/VALENCIA
 EQ1104  USGS QUAD   -  BOSQUE PEAK (1991)
 EQ1104
 EQ1104                         *CURRENT SURVEY CONTROL
 EQ1104  ___________________________________________________________________
 EQ1104* NAD 83(1992)-  34 45 10.31092(N)    106 29 41.34471(W)     ADJUSTED  
 EQ1104* NAVD 88     -      1755.7    (meters)    5760.     (feet)  VERTCON   
 EQ1104  ___________________________________________________________________
 EQ1104  LAPLACE CORR-          13.73  (seconds)                    DEFLEC99
 EQ1104  GEOID HEIGHT-         -20.50  (meters)                     GEOID03
 EQ1104
 EQ1104  HORZ ORDER  -  THIRD
 EQ1104
 EQ1104.The horizontal coordinates were established by classical geodetic methods
 EQ1104.and adjusted by the National Geodetic Survey in December 1993..
 EQ1104
 EQ1104.The NAVD 88 height was computed by applying the VERTCON shift value to
 EQ1104.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EQ1104
 EQ1104.The Laplace correction was computed from DEFLEC99 derived deflections.
 EQ1104
 EQ1104.The geoid height was determined by GEOID03.
 EQ1104
 EQ1104;                    North         East     Units Scale Factor Converg.
 EQ1104;SPC NM C     -   416,187.420   477,586.246   MT  0.99990619   -0 08 22.4
 EQ1104;SPC NM C     - 1,365,441.56  1,566,880.88   sFT  0.99990619   -0 08 22.4
 EQ1104;UTM  13      - 3,846,654.718   363,181.060   MT  0.99983072   -0 51 08.0
 EQ1104
 EQ1104!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EQ1104!SPC NM C     -   0.99972769  x   0.99990619  =   0.99963391
 EQ1104!UTM  13      -   0.99972769  x   0.99983072  =   0.99955846
 EQ1104
 EQ1104                          SUPERSEDED SURVEY CONTROL
 EQ1104
 EQ1104  NAD 83(1992)-  34 45 10.31657(N)    106 29 41.34444(W) AD(       ) 3
 EQ1104  NGVD 29 (01/22/92) 1754.9    (m)         5758.     (f) VERT ANG       
 EQ1104
 EQ1104.Superseded values are not recommended for survey control.
 EQ1104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ1104.See file dsdata.txt to determine how the superseded data were derived.
 EQ1104
 EQ1104_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU6318146655(NAD 83)
 EQ1104_MARKER: DS = TRIANGULATION STATION DISK
 EQ1104_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 EQ1104_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EQ1104
 EQ1104  HISTORY     - Date     Condition        Report By
 EQ1104  HISTORY     - 1950     MONUMENTED       USGS
 EQ1104
 EQ1104                          STATION DESCRIPTION
 EQ1104
 EQ1104'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 EQ1104'STATION IS LOCATED 14 MI. (AIRLINE) SE. OF LOS LUNAS AND 17 MI.
 EQ1104'(AIRLINE) NE. OF BELEN.  STATION IS NEAR THE CORNER OF SEC. 10 AND 11,
 EQ1104'T 6 N, R 4 E, IT IS 108 FT. S. OF A DRAIN AND ABOUT MIDWAY BETWEEN A
 EQ1104'LONE TREE AND TRAIL CROSSING A DRAIN.
 EQ1104'
 EQ1104'TO REACH STATION FROM TOME, GO N. 1.2 MI. ON STATE HIGHWAY 47 TO
 EQ1104'T-JUNCTION, TURN RIGHT (E.) ON WELL TRAVELED DIRT RD. FOR 0.3 MI. TO
 EQ1104'A CANAL, CONTINUE E. FOR 0.05 MI. TO ANOTHER CANAL, CONTINUE E. FOR
 EQ1104'0.15 MI. TO ANOTHER CANAL AND T-RD., TURN RIGHT (S.) ON WELL TRAVELED
 EQ1104'RD. CIRCLING HILL, WHICH STATION --TOME-- IS SITUATED, FOR 0.2 MI. TO
 EQ1104'Y-RD., TAKE RIGHT FORK (E.) FOR 0.15 MI. TO Y-RD., TAKE LEFT FORK (E.)
 EQ1104'0.05 MI. TO GATE IN FENCE LINE, CONTINUE E. FOR 2.5 MI. ON WELL
 EQ1104'TRAVELED RD. TO Y-JUNCTION, TAKE LEFT FORK (NE.) FOR 1.4 MI. TO
 EQ1104'FENCE LINE, FOLLOW FENCE LINE ON DIM TRACK RD., CROSSING THREE
 EQ1104'CROSSROADS, FOR 6.9 MI., HERE LEAVE THE FENCE LINE AND GO
 EQ1104'CROSS-COUNTRY (S.) FOR 0.3 MI. CROSSING DRAIN, GO E. BETWEEN TWO
 EQ1104'DRAINS FOR 0.5 MI. TO DIM TRACK RD., TURN RIGHT (S.) 0.05 MI. AND
 EQ1104'CROSSING DRAIN, CONTINUE S. FOR 0.05 MI., CROSSING ANOTHER DRAIN,
 EQ1104'CONTINUE S. 0.15 MI. TO ANOTHER DRAIN, TURN RIGHT (E.), STATION IS
 EQ1104'636.8 FT. E. OF WHERE THIS RD. CROSSED THE LAST DRAIN.
 EQ1104'
 EQ1104'RECOVERED BY USGS IN 1952.
 EQ1104'
 EQ1104'STATION MARK--STANDARD TABLET IN CONCRETE POST, PROJECTING 0.5 FT.
 EQ1104'ABOVE THE GROUND, AND STAMPED---CORNER 2 1950---.
 EQ1104'
 EQ1104'REFERENCE MARK--COPPER NAIL AND WASHER IN LONE TREE, 418.5 FT. E. OF
 EQ1104'STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0623 ***********************************************************************
 EP0623  DESIGNATION -  CORONA
 EP0623  PID         -  EP0623
 EP0623  STATE/COUNTY-  NM/TORRANCE
 EP0623  USGS QUAD   -  CORONA NORTH (1995)
 EP0623
 EP0623                         *CURRENT SURVEY CONTROL
 EP0623  ___________________________________________________________________
 EP0623* NAD 83(1992)-  34 16 43.22091(N)    105 35 11.44466(W)     ADJUSTED  
 EP0623* NAVD 88     -      2154.8    (meters)    7070.     (feet)  VERTCON   
 EP0623  ___________________________________________________________________
 EP0623  LAPLACE CORR-          -3.43  (seconds)                    DEFLEC99
 EP0623  GEOID HEIGHT-         -20.01  (meters)                     GEOID03
 EP0623
 EP0623  HORZ ORDER  -  FIRST
 EP0623
 EP0623.The horizontal coordinates were established by classical geodetic methods
 EP0623.and adjusted by the National Geodetic Survey in December 1993..
 EP0623
 EP0623.The NAVD 88 height was computed by applying the VERTCON shift value to
 EP0623.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EP0623
 EP0623.The Laplace correction was computed from DEFLEC99 derived deflections.
 EP0623
 EP0623.The geoid height was determined by GEOID03.
 EP0623
 EP0623;                    North         East     Units Scale Factor Converg.
 EP0623;SPC NM C     -   363,761.698   561,089.664   MT  0.99994599   +0 22 25.3
 EP0623;SPC NM C     - 1,193,441.50  1,840,841.67   sFT  0.99994599   +0 22 25.3
 EP0623;UTM  13      - 3,793,210.960   446,014.015   MT  0.99963592   -0 19 49.2
 EP0623
 EP0623!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EP0623!SPC NM C     -   0.99966500  x   0.99994599  =   0.99961101
 EP0623!UTM  13      -   0.99966500  x   0.99963592  =   0.99930104
 EP0623
 EP0623|---------------------------------------------------------------------|
 EP0623| PID    Reference Object                     Distance      Geod. Az  |
 EP0623|                                                           dddmmss.s |
 EP0623| CJ6987 CORONA RM 1                          10.960 METERS 04006     |
 EP0623| EP0462 CIBOLA                              APPROX.15.9 KM 2083529.5 |
 EP0623| CJ6988 CORONA RM 2                          21.796 METERS 32717     |
 EP0623|---------------------------------------------------------------------|
 EP0623
 EP0623                          SUPERSEDED SURVEY CONTROL
 EP0623
 EP0623  NAD 83(1986)-  34 16 43.22779(N)    105 35 11.44549(W) AD(       ) 1
 EP0623  NAD 27      -  34 16 42.98222(N)    105 35 09.47154(W) AD(       ) 1
 EP0623  NGVD 29 (07/19/86) 2153.9    (m)         7067.     (f) VERT ANG       
 EP0623
 EP0623.Superseded values are not recommended for survey control.
 EP0623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EP0623.See file dsdata.txt to determine how the superseded data were derived.
 EP0623
 EP0623_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDT4601493211(NAD 83)
 EP0623_MARKER: DS = TRIANGULATION STATION DISK
 EP0623_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EP0623_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EP0623
 EP0623  HISTORY     - Date     Condition        Report By
 EP0623  HISTORY     - 1975     MONUMENTED       NGS
 EP0623
 EP0623                          STATION DESCRIPTION
 EP0623
 EP0623'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (JRS)
 EP0623'RM 1 TO RM 2 OBSTRUCTED BY TREES.
 EP0623'
 EP0623'THE STATION IS ABOUT 2 MILES NORTH-NORTHEAST OF CORONA, 1-1/4
 EP0623'MILES NORTHEAST OF STATE HIGHWAY 42, 3/4 MILE NORTHWEST OF
 EP0623'U.S. HIGHWAY 54, ON TOP OF A TREE AND BRUSH COVERED HILL AND ON
 EP0623'PROPERTY OWNED BY BUD BAGLEY, WHO LIVES IN CORONA.
 EP0623'
 EP0623'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 54
 EP0623'AND STATE HIGHWAY 42 IN THE NORTH EDGE OF CORONA, GO NORTHWEST
 EP0623'ON HIGHWAY 42 FOR 1.1 MILES TO A TRACK ROAD AND GATE ON THE
 EP0623'RIGHT.  TURN RIGHT, PASSING THROUGH THE GATE THEN TURN LEFT AND GO
 EP0623'NORTHWEST, ALONG THE NORTH SIDE OF A FENCE, PASSING THROUGH 2
 EP0623'GATES FOR 1.1 MILES TO AN EAST-WEST FENCE AT THE SECOND GATE.
 EP0623'CONTINUE NORTH AND NORTHEAST ON A TRACK ROAD FOR 1.05 MILES TO A
 EP0623'FORK.  TAKE THE LEFT FORK AND CONTINUE NORTHEAST ON THE TRACK ROAD
 EP0623'FOR 0.05 MILE TO THE TOP OF THE HILL.  TURN LEFT AND GO NORTH
 EP0623'THROUGH BRUSH FOR 0.05 MILE TO THE HIGHEST PART OF THE HILL AND
 EP0623'THE STATION.
 EP0623'
 EP0623'STATION MARKS ARE STANDARD DISKS, STAMPED CORONA 1975, THE SURFACE
 EP0623'DISK IS SET IN THE TOP OF A 24-INCH CYLINDRICAL CONCRETE MONUMENT,
 EP0623'THAT PROJECTS 4 INCHES ABOVE THE GROUND.  47.0 FEET SOUTH OF A
 EP0623'ANTENNA POLE AND 5.6 FEET WEST OF A WITNESS POST.  THE UNDERGROUND
 EP0623'DISK IS CEMENTED IN A DRILL HOLE IN BEDROCK THAT IS 12 INCHES
 EP0623'BELOW THE GROUND SURFACE.
 EP0623'
 EP0623'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CORONA NO 1 1975,
 EP0623'CEMENTED IN A DRILL HOLE IN A 3 X 5 FOOT BOULDER THAT
 EP0623'PROJECTS 21 INCHES ABOVE THE GROUND.  IT IS 37.5 FEET
 EP0623'NORTH OF THE WITNESS POST, 13.0 FEET SOUTHWEST OF THE ANTENNA
 EP0623'POLE AND ABOUT 3 FEET LOWER THAN THE STATION.
 EP0623'
 EP0623'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED CORONA
 EP0623'NO 2 1975, CEMENTED IN A DRILL HOLE IN ROCK OUTCROP.  IT
 EP0623'IS 77.0 FEET NORTHWEST OF THE WITNESS POST AND ABOUT 1 FOOT
 EP0623'LOWER THAN THE STATION.
 EP0623'
 EP0623'THERE WAS NO SUITABLE LOCATION FOR AN AZIMUTH MARK.
 EP0623'
 EP0623'HEIGHT OF LIGHT ABOVE STATION MARK 1.42 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0625 ***********************************************************************
 EP0625  DESIGNATION -  CORONA
 EP0625  PID         -  EP0625
 EP0625  STATE/COUNTY-  NM/LINCOLN
 EP0625  USGS QUAD   -  CORONA SOUTH (1981)
 EP0625
 EP0625                         *CURRENT SURVEY CONTROL
 EP0625  ___________________________________________________________________
 EP0625* NAD 83(1992)-  34 14 07.47394(N)    105 32 08.96575(W)     ADJUSTED  
 EP0625* NAVD 88     -      2137.7    (meters)    7013.     (feet)  VERTCON   
 EP0625  ___________________________________________________________________
 EP0625  LAPLACE CORR-          -3.96  (seconds)                    DEFLEC99
 EP0625  GEOID HEIGHT-         -20.14  (meters)                     GEOID03
 EP0625
 EP0625  HORZ ORDER  -  SECOND
 EP0625
 EP0625.The horizontal coordinates were established by classical geodetic methods
 EP0625.and adjusted by the National Geodetic Survey in December 1993..
 EP0625
 EP0625.The NAVD 88 height was computed by applying the VERTCON shift value to
 EP0625.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EP0625
 EP0625.The Laplace correction was computed from DEFLEC99 derived deflections.
 EP0625
 EP0625.The geoid height was determined by GEOID03.
 EP0625
 EP0625;                    North         East     Units Scale Factor Converg.
 EP0625;SPC NM C     -   358,994.603   565,790.501   MT  0.99995334   +0 24 06.5
 EP0625;SPC NM C     - 1,177,801.46  1,856,264.34   sFT  0.99995334   +0 24 06.5
 EP0625;UTM  13      - 3,788,388.022   450,654.483   MT  0.99963001   -0 18 05.2
 EP0625
 EP0625!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EP0625!SPC NM C     -   0.99966770  x   0.99995334  =   0.99962106
 EP0625!UTM  13      -   0.99966770  x   0.99963001  =   0.99929784
 EP0625
 EP0625|---------------------------------------------------------------------|
 EP0625| PID    Reference Object                     Distance      Geod. Az  |
 EP0625|                                                           dddmmss.s |
 EP0625| CJ6989 CORONA RM 1                          17.069 METERS 01611     |
 EP0625| EP0617 SHARP                               APPROX.14.7 KM 0171532.0 |
 EP0625| CJ6990 CORONA RM 2                          17.408 METERS 10445     |
 EP0625|---------------------------------------------------------------------|
 EP0625
 EP0625                          SUPERSEDED SURVEY CONTROL
 EP0625
 EP0625  NAD 83(1986)-  34 14 07.48053(N)    105 32 08.96641(W) AD(       ) 2
 EP0625  NAD 27      -  34 14 07.21085(N)    105 32 06.96275(W) AD(       ) 2
 EP0625  NGVD 29 (07/19/86) 2136.8    (m)         7010.     (f) VERT ANG       
 EP0625
 EP0625.Superseded values are not recommended for survey control.
 EP0625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EP0625.See file dsdata.txt to determine how the superseded data were derived.
 EP0625
 EP0625_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDT5065488388(NAD 83)
 EP0625_MARKER: DD = SURVEY DISK
 EP0625_SETTING: 66 = SET IN ROCK OUTCROP
 EP0625_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 EP0625
 EP0625  HISTORY     - Date     Condition        Report By
 EP0625  HISTORY     - 1972     MONUMENTED       USGS
 EP0625
 EP0625                          STATION DESCRIPTION
 EP0625
 EP0625'DESCRIBED BY US GEOLOGICAL SURVEY 1972 (FJG)
 EP0625'THE STATION IS LOCATED SOUTH 75 DEGREES EAST, ABOUT 3 MILES FROM
 EP0625'CORONA, NEW MEXICO, ON THE HIGH POINT OF A MESA, IN SCATTERED
 EP0625'TIMBER ON THE M. M. PENIX RANCH.
 EP0625'
 EP0625'TO REACH FROM THE POST OFFICE IN CORONA, NEW MEXICO, GO NORTHEAST
 EP0625'ON U.S. HIGHWAY 54 FOR 0.25 MILE TO A GRAVEL ROAD ON THE
 EP0625'RIGHT.  TURN RIGHT, PASSING UNDER THE RAILROAD TRACKS, CONTINUE
 EP0625'ON MAIN GRADED ROAD NORTHEAST AND EAST FOR 5.3 MILES TO A
 EP0625'T-ROAD RIGHT.  PASS THROUGH GATE AND CONTINUE SOUTH FOR 1.2 MILES
 EP0625'TO A GATE, AND TURN LEFT, FOLLOWING TRACK ROAD EAST AND SOUTH
 EP0625'FOR 1.6 MILES TO A Y-FORK.  TAKE RIGHT FORK FOR 2.0 MILES TO A
 EP0625'WINDMILL, PASS THROUGH CORRAL AND CONTINUE WEST ON TRACK ROAD
 EP0625'FOR 0.5 MILE TO A Y-FORK, TAKE RIGHT FORK FOR 0.4 MILE TO TOP
 EP0625'OF RIDGE, TURN LEFT (SOUTH) ACROSS COUNTRY FOR 0.05 MILE TO THE
 EP0625'STATION.  A 4-WHEEL DRIVE IS RECOMMENDED TO REACH THIS
 EP0625'STATION.  THE STATION IS 6 FEET NORTH OF USGS WITNESS SIGN
 EP0625'ON A METAL POST.
 EP0625'
 EP0625'THE STATION MARK AND REFERENCE MARKS ARE USGS BRONZE TABLETS
 EP0625'CEMENTED IN DRILL HOLES IN BEDROCK.
 EP0625'
 EP0625'STATION MARK--TABLET IS STAMPED CORONA ET 1972.
 EP0625'
 EP0625'REFERENCE MARK NO. 1--TABLET IS STAMPED CORONA ET NO. 1 1972.
 EP0625'
 EP0625'REFERENCE MARK NO. 2--TABLET IS STAMPED CORONA ET NO. 2 1972.
 EP0625'
 EP0625'STATION SHARP ET 1972 IS VISIBLE FROM THE GROUND TO SERVE AS
 EP0625'AZIMUTH MARK.
 EP0625'
 EP0625'ALL OBSERVATIONS MADE FROM A STANDARD TRIPOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1152 ***********************************************************************
 FO1152  DESIGNATION -  CORONADO AIRPORT BEACON
 FO1152  PID         -  FO1152
 FO1152  STATE/COUNTY-  NM/BERNALILLO
 FO1152  USGS QUAD   -  ALAMEDA (1990)
 FO1152
 FO1152                         *CURRENT SURVEY CONTROL
 FO1152  ___________________________________________________________________
 FO1152* NAD 83(1992)-  35 11 52.16965(N)    106 34 37.88847(W)     ADJUSTED  
 FO1152* NAVD 88     -                                                        
 FO1152  ___________________________________________________________________
 FO1152  LAPLACE CORR-          10.27  (seconds)                    DEFLEC99
 FO1152  GEOID HEIGHT-         -20.88  (meters)                     GEOID03
 FO1152
 FO1152  HORZ ORDER  -  THIRD
 FO1152
 FO1152.The horizontal coordinates were established by classical geodetic methods
 FO1152.and adjusted by the National Geodetic Survey in December 1993..
 FO1152
 FO1152
 FO1152.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1152
 FO1152.The geoid height was determined by GEOID03.
 FO1152
 FO1152;                    North         East     Units Scale Factor Converg.
 FO1152;SPC NM C     -   465,568.223   470,206.299   MT  0.99991094   -0 11 18.9
 FO1152;SPC NM C     - 1,527,451.74  1,542,668.50   sFT  0.99991094   -0 11 18.9
 FO1152;UTM  13      - 3,896,120.694   356,419.790   MT  0.99985407   -0 54 33.3
 FO1152
 FO1152                          SUPERSEDED SURVEY CONTROL
 FO1152
 FO1152  NAD 83(1986)-  35 11 52.17560(N)    106 34 37.89494(W) AD(       ) 4
 FO1152  NAD 27      -  35 11 52.01981(N)    106 34 35.80521(W) AD(       ) 3
 FO1152
 FO1152.Superseded values are not recommended for survey control.
 FO1152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1152.See file dsdata.txt to determine how the superseded data were derived.
 FO1152
 FO1152_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU5642096121(NAD 83)
 FO1152_MARKER: 21 = AIRPORT BEACON
 FO1152
 FO1152  HISTORY     - Date     Condition        Report By
 FO1152  HISTORY     - 1969     FIRST OBSERVED   CGS
 FO1152
 FO1152                          STATION DESCRIPTION
 FO1152
 FO1152'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JLC)
 FO1152'THE STATION IS LOCATED ABOUT 9 MILES NORTH-NORTHEAST OF
 FO1152'ALBUQUERQUE, 2-1/2 MILES EAST-NORTHEAST OF ALAMEDA AND 0.4 MILE
 FO1152'SOUTH OF THE JUNCTION OF TRAMWAY ROAD (STATE HIGHWAY 556) AND
 FO1152'INTERSTATE HIGHWAY 25.
 FO1152'
 FO1152'IT IS A 4-LEGGED STEEL STRUCTURE PAINTED IN ALTERNATE SECTIONS
 FO1152'OF RED AND WHITE AND HAS A GREEN AND WHITE REVOLVING LIGHT.
 FO1152'IT HAS AN OVER-ALL HEIGHT OF 62 FEET.  THE POINT INTERSECTED
 FO1152'WAS THE SPINDLE OF THE BEACON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0455 ***********************************************************************
 GN0455  DESIGNATION -  CORP
 GN0455  PID         -  GN0455
 GN0455  STATE/COUNTY-  NM/RIO ARRIBA
 GN0455  USGS QUAD   -  CANONES (1995)
 GN0455
 GN0455                         *CURRENT SURVEY CONTROL
 GN0455  ___________________________________________________________________
 GN0455* NAD 83(1992)-  36 14 28.98011(N)    106 25 45.22436(W)     ADJUSTED  
 GN0455* NAVD 88     -      1969.22   (+/-2cm)    6460.7    (feet)  VERTCON   
 GN0455  ___________________________________________________________________
 GN0455  LAPLACE CORR-          -0.50  (seconds)                    DEFLEC99
 GN0455  GEOID HEIGHT-         -18.61  (meters)                     GEOID03
 GN0455
 GN0455  HORZ ORDER  -  THIRD
 GN0455  VERT ORDER  -  THIRD ? (See Below)
 GN0455
 GN0455.The horizontal coordinates were established by classical geodetic methods
 GN0455.and adjusted by the National Geodetic Survey in December 1993..
 GN0455
 GN0455.The NAVD 88 height was computed by applying the VERTCON shift value to
 GN0455.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GN0455.The vertical order pertains to the NGVD 29 superseded value.
 GN0455
 GN0455.The Laplace correction was computed from DEFLEC99 derived deflections.
 GN0455
 GN0455.The geoid height was determined by GEOID03.
 GN0455
 GN0455;                    North         East     Units Scale Factor Converg.
 GN0455;SPC NM C     -   581,309.304   483,891.046   MT  0.99990320   -0 06 21.4
 GN0455;SPC NM C     - 1,907,178.94  1,587,565.87   sFT  0.99990320   -0 06 21.4
 GN0455;UTM  13      - 4,011,668.984   371,576.638   MT  0.99980321   -0 50 42.2
 GN0455
 GN0455!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GN0455!SPC NM C     -   0.99969395  x   0.99990320  =   0.99959718
 GN0455!UTM  13      -   0.99969395  x   0.99980321  =   0.99949722
 GN0455
 GN0455|---------------------------------------------------------------------|
 GN0455| PID    Reference Object                     Distance      Geod. Az  |
 GN0455|                                                           dddmmss.s |
 GN0455| GN0452 AXIS DAM                             97.247 METERS 01551     |
 GN0455| CD3292 CORP AZ MK                                         0330938.9 |
 GN0455| GN0454 ABIQUIU 2                             5.143 METERS 20518     |
 GN0455| CD3293 CORP RM 1                            14.732 METERS 33827     |
 GN0455|---------------------------------------------------------------------|
 GN0455
 GN0455                          SUPERSEDED SURVEY CONTROL
 GN0455
 GN0455  NAD 83(1986)-  36 14 28.98277(N)    106 25 45.22943(W) AD(       ) 3
 GN0455  NAD 27      -  36 14 28.91370(N)    106 25 43.11580(W) AD(       ) 3
 GN0455  NGVD 29 (07/19/86) 1968.18   (m)         6457.3    (f) LEVELING    3  
 GN0455
 GN0455.Superseded values are not recommended for survey control.
 GN0455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0455.See file dsdata.txt to determine how the superseded data were derived.
 GN0455
 GN0455_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCA7157711669(NAD 83)
 GN0455_MARKER: DS = TRIANGULATION STATION DISK
 GN0455_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GN0455
 GN0455  HISTORY     - Date     Condition        Report By
 GN0455  HISTORY     - 1961     MONUMENTED       CGS
 GN0455
 GN0455                          STATION DESCRIPTION
 GN0455
 GN0455'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 GN0455'THE STATION IS NEAR THE SOUTH EDGE OF A BLUFF APPROXIMATELY
 GN0455'600 FEET NORTHWEST OF THE OPERATIONS BUILDING FOR THE ABIQUIU
 GN0455'DAM AND RESERVOIR WHICH IS APPROXIMATELY 7 MILES NORTHWEST
 GN0455'OF ABIQUIU AND 2 MILES SOUTHWEST OF U.S. HIGHWAY 84.
 GN0455'
 GN0455'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 84
 GN0455'AND STATE HIGHWAY 96 APPROXIMATELY 10 MILES NORTHWEST OF
 GN0455'ABIQUIU, GO SOUTHEASTERLY ON HIGHWAY 84 FOR 1.4 MILES TO
 GN0455'A REVERSE Y FORK.** CONTINUE SOUTHEAST ON HIGHWAY 84 FOR 1
 GN0455'MILE TO A BLACKTOP ROAD ON THE RIGHT AND A SIGN CORPS OF
 GN0455'ENGINEERS ABIQUIU DAM AND RESERVOIR PROJECT ON THE LEFT.
 GN0455'TURN RIGHT, WEST AND SOUTHWEST, ON THE BLACKTOP ROAD FOR
 GN0455'1.1 MILE TO THE AZIMUTH MARK NEAR A POWER POLE ON THE LEFT.
 GN0455'CONTINUE SOUTHWEST ON THE BLACKTOP ROAD FOR 0.1 MILE TO A
 GN0455'REVERSE Y FORK.  BEAR LEFT, THEN RIGHT ONTO A GRAVEL ROAD
 GN0455'AND GO SOUTH FOR 0.2 MILE TO THE STATION ON THE SOUTHWEST
 GN0455'SIDE OF THE SOUTHEAST ONE OF TWO CONCRETE BLOCK HOUSES AND
 GN0455'NEAR THE SOUTH EDGE OF THE BLUFF.
 GN0455'
 GN0455'STATION MARKS ARE STANDARD DISKS STAMPED CORP 1961.  THE
 GN0455'SURFACE DISK IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS
 GN0455'3 INCHES.  IT IS 42 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 GN0455'OF THE WEST WING OF THE SOUTHEAST ONE OF TWO HOUSES, 25 FEET
 GN0455'WEST OF A POWER POLE AND APPROXIMATELY 20 FEET NORTH OF
 GN0455'THE SOUTH EDGE OF THE BLUFF.  THE UNDERGROUND DISK IS SET
 GN0455'IN AN IRREGULAR MASS OF CONCRETE 38 INCHES BELOW THE SURFACE
 GN0455'OF THE GROUND.
 GN0455'
 GN0455'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED CORP NO 1 1961,
 GN0455'IS CEMENTED IN A DRILL HOLE NEAR THE SOUTHEAST EDGE OF A CONCRETE
 GN0455'DRAIN COVER.  IT IS 53.5 FEET WEST OF THE SOUTHWEST CORNER OF
 GN0455'THE WEST WING OF THE SOUTHEAST ONE OF TWO HOUSES AND 35
 GN0455'FEET SOUTH OF A POWER POLE.
 GN0455'
 GN0455'REFERENCE MARK NO. 2, A STANDARD U.S. ARMY CORP OF ENGINEERS
 GN0455'STATION DISK STAMPED ABIQUIU NO. 2 EL 6456.84 1953 ALBUQUERQUE
 GN0455'DISTRICT, IS SET IN A 6-INCHES ROUND CONCRETE POST WHICH
 GN0455'PROJECTS 8 INCHES.  IT IS AT THE SOUTH EDGE OF THE BLUFF AND
 GN0455'31 FEET SOUTHWEST OF THE POWER POLE.
 GN0455'
 GN0455'AXIS-DAM, A STANDARD U.S. ARMY CORPS OF ENGINEERS DISK STAMPED
 GN0455'TO 0+00 AXIS DAM ALBUQUERQUE DIST. 1955, IS SET IN A 6-INCH
 GN0455'ROUND CONCRETE POST WHICH PROJECTS 6 INCHES.  IT IS APPROXIMATELY
 GN0455'150 FEET NORTHEAST OF THE NORTHWEST ONE OF TWO HOUSES AND
 GN0455'20 FEET WEST OF THE GRAVEL ROAD.
 GN0455'
 GN0455'AZIMUTH MARK, A STANDARD DISK STAMPED CORP 1961, IS SET IN
 GN0455'A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.  IT IS 71
 GN0455'FEET SOUTHEAST OF THE CENTER OF THE BLACKTOP ROAD, 41 FEET
 GN0455'NORTH OF THE CENTER OF A TRACK ROAD, 2.3 FEET EAST OF A METAL
 GN0455'WITNESS POST AND 2 FEET SOUTHWEST OF A POWER POLE.
 GN0455'
 GN0455'NOTE--REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
 GN0455'
 GN0455'**AT THE PRESENT TIME THERE IS CONSTRUCTION GOING ON FOR
 GN0455'A NEW CUT-OFF FOR HIGHWAY 84 AND THIS REVERSE Y MAY BE THE
 GN0455'INTERSECTION OF HIGHWAY 96 AND 84 AT A LATER DATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1761 ***********************************************************************
 CX1761  DESIGNATION -  CORRAL
 CX1761  PID         -  CX1761
 CX1761  STATE/COUNTY-  NM/SIERRA
 CX1761  USGS QUAD   -  UPHAM (1985)
 CX1761
 CX1761                         *CURRENT SURVEY CONTROL
 CX1761  ___________________________________________________________________
 CX1761* NAD 83(1992)-  32 57 42.15525(N)    107 03 47.08797(W)     ADJUSTED  
 CX1761* NAVD 88     -      1492.     (meters)    4895.     (feet)  VERTCON   
 CX1761  ___________________________________________________________________
 CX1761  LAPLACE CORR-          -0.48  (seconds)                    DEFLEC99
 CX1761  GEOID HEIGHT-         -23.21  (meters)                     GEOID03
 CX1761
 CX1761  HORZ ORDER  -  THIRD
 CX1761
 CX1761.The horizontal coordinates were established by classical geodetic methods
 CX1761.and adjusted by the National Geodetic Survey in December 1993..
 CX1761
 CX1761.The NAVD 88 height was computed by applying the VERTCON shift value to
 CX1761.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CX1761
 CX1761.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1761
 CX1761.The geoid height was determined by GEOID03.
 CX1761
 CX1761;                    North         East     Units Scale Factor Converg.
 CX1761;SPC NM W     -   217,772.406   902,008.618   MT  0.99998058   +0 25 08.7
 CX1761;SPC NM W     -   714,474.97  2,959,339.94   sFT  0.99998058   +0 25 08.7
 CX1761;UTM  13      - 3,648,931.404   307,175.327   MT  1.00005847   -1 07 22.2
 CX1761
 CX1761!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1761!SPC NM W     -   0.99976951  x   0.99998058  =   0.99975009
 CX1761!UTM  13      -   0.99976951  x   1.00005847  =   0.99982796
 CX1761
 CX1761:                Primary Azimuth Mark                     Grid Az
 CX1761:SPC NM W     -  CUTTER                                   286 35 00.0
 CX1761:UTM  13      -  CUTTER                                   288 07 30.9
 CX1761
 CX1761|---------------------------------------------------------------------|
 CX1761| PID    Reference Object                     Distance      Geod. Az  |
 CX1761|                                                           dddmmss.s |
 CX1761| CX1767 CUTTER                              APPROX. 9.4 KM 2870008.7 |
 CX1761|---------------------------------------------------------------------|
 CX1761
 CX1761                          SUPERSEDED SURVEY CONTROL
 CX1761
 CX1761  NAD 83(1986)-  32 57 42.16249(N)    107 03 47.09396(W) AD(       ) 3
 CX1761  NAD 27      -  32 57 41.89569(N)    107 03 45.01796(W) AD(       ) 3
 CX1761  NGVD 29 (07/19/86) 1491.     (m)         4892.     (f) VERT ANG       
 CX1761
 CX1761.Superseded values are not recommended for survey control.
 CX1761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1761.See file dsdata.txt to determine how the superseded data were derived.
 CX1761
 CX1761_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS0717548931(NAD 83)
 CX1761_MARKER: DD = SURVEY DISK
 CX1761_SETTING: 80 = SET IN A BOULDER
 CX1761_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX1761+STABILITY: SURFACE MOTION
 CX1761
 CX1761  HISTORY     - Date     Condition        Report By
 CX1761  HISTORY     - 1956     MONUMENTED       USGS
 CX1761
 CX1761                          STATION DESCRIPTION
 CX1761
 CX1761'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 CX1761'LOCATED ABOUT 8.0 MI. (AIRLINE) SW. OF CUTTER, NEW MEXICO, AND ABOUT
 CX1761'2.5 MI. (AIRLINE) W. OF SANTA FE RAILROAD TRACKS.  ON TOP OF THE
 CX1761'HIGHEST RIDGE IN AREA, ABOUT 1000 FT. SE. OF CATTLE CORRALS.
 CX1761'
 CX1761'TO REACH FROM INTERSECTION OF U.S. HIGHWAY 85 AND STATE HIGHWAY 51 AT
 CX1761'TRUTH OR CONSEQUENCES, NEW MEXICO, GO E. ON HIGHWAY 51 11.7 MI. TO A
 CX1761'GRADED RD. S. AND --DIVIDE WELL--, GO S. ON GRADED RD. 0.9 MI. TO A
 CX1761'Y-RD., TURN LEFT SE. AND GO 4.3 MI. TO A N-S. RD. JUST E. OF RAILROAD
 CX1761'TRACKS, TURN RIGHT S. AND GO 6.6 MI. TO A RD. FORK JUST S. OF THE
 CX1761'ALEMAN RANCH, TURN RIGHT AND GO W. BY SW. ACROSS RAILROAD TRACKS 2.6
 CX1761'MI. TO A Y-RD., TURN LEFT AND GO 2.0 MI. TO CORRALS, CONTINUE CROSS
 CX1761'COUNTRY SW. 0.1 MI. TO HIGHEST PART OF RIDGE AND STATION SITE.
 CX1761'
 CX1761'STATION MARK--A STANDARD TABLET STAMPED ---CORRAL 1956---, CEMENTED
 CX1761'IN A 2 FT. X 3 FT. BOULDER, PROJECTING 0.9 FT. ABOVE GROUND.
 CX1761'
 CX1761'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0496 ***********************************************************************
 GN0496  DESIGNATION -  CORRAL
 GN0496  PID         -  GN0496
 GN0496  STATE/COUNTY-  NM/RIO ARRIBA
 GN0496  USGS QUAD   -  LLAVES (1983)
 GN0496
 GN0496                         *CURRENT SURVEY CONTROL
 GN0496  ___________________________________________________________________
 GN0496* NAD 83(1992)-  36 25 27.21667(N)    106 52 18.67103(W)     ADJUSTED  
 GN0496* NAVD 88     -      2602.5    (meters)    8538.     (feet)  VERTCON   
 GN0496  ___________________________________________________________________
 GN0496  LAPLACE CORR-           2.60  (seconds)                    DEFLEC99
 GN0496  GEOID HEIGHT-         -19.10  (meters)                     GEOID03
 GN0496
 GN0496  HORZ ORDER  -  THIRD
 GN0496
 GN0496.The horizontal coordinates were established by classical geodetic methods
 GN0496.and adjusted by the National Geodetic Survey in December 1993..
 GN0496
 GN0496.The NAVD 88 height was computed by applying the VERTCON shift value to
 GN0496.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GN0496
 GN0496.The Laplace correction was computed from DEFLEC99 derived deflections.
 GN0496
 GN0496.The geoid height was determined by GEOID03.
 GN0496
 GN0496;                    North         East     Units Scale Factor Converg.
 GN0496;SPC NM C     -   601,761.317   444,238.516   MT  0.99993830   -0 22 09.3
 GN0496;SPC NM C     - 1,974,278.59  1,457,472.53   sFT  0.99993830   -0 22 09.3
 GN0496;UTM  13      - 4,032,630.981   332,193.634   MT  0.99994695   -1 06 42.1
 GN0496
 GN0496!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GN0496!SPC NM C     -   0.99959472  x   0.99993830  =   0.99953304
 GN0496!UTM  13      -   0.99959472  x   0.99994695  =   0.99954169
 GN0496
 GN0496:                Primary Azimuth Mark                     Grid Az
 GN0496:SPC NM C     -  ONE                                      335 34 07.7
 GN0496:UTM  13      -  ONE                                      336 18 40.5
 GN0496
 GN0496|---------------------------------------------------------------------|
 GN0496| PID    Reference Object                     Distance      Geod. Az  |
 GN0496|                                                           dddmmss.s |
 GN0496| GN0499 ONE                                 APPROX. 2.8 KM 3351158.4 |
 GN0496|---------------------------------------------------------------------|
 GN0496
 GN0496                          SUPERSEDED SURVEY CONTROL
 GN0496
 GN0496  NAD 83(1986)-  36 25 27.21720(N)    106 52 18.67740(W) AD(       ) 3
 GN0496  NAD 27      -  36 25 27.18461(N)    106 52 16.51768(W) AD(       ) 3
 GN0496  NGVD 29 (07/19/86) 2601.3    (m)         8534.     (f) VERT ANG       
 GN0496
 GN0496.Superseded values are not recommended for survey control.
 GN0496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0496.See file dsdata.txt to determine how the superseded data were derived.
 GN0496
 GN0496_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCA3219432631(NAD 83)
 GN0496_MARKER: DD = SURVEY DISK
 GN0496_SETTING: 66 = SET IN ROCK OUTCROP
 GN0496_SP_SET: SET IN ROCK OUTCROP
 GN0496_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GN0496+STABILITY: POSITION/ELEVATION WELL
 GN0496
 GN0496  HISTORY     - Date     Condition        Report By
 GN0496  HISTORY     - 1952     MONUMENTED       USGS
 GN0496
 GN0496                          STATION DESCRIPTION
 GN0496
 GN0496'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 GN0496'STATION IS LOCATED APPROXIMATELY 4.0 MI. N. AND 1.0 MI. W. OF LLAVES,
 GN0496'NEW MEXICO, POST OFFICE, ON A HIGH ROCKY RIDGE.
 GN0496'
 GN0496'TO REACH FROM LLAVES, NEW MEXICO, POST OFFICE, PROCEED W. ON STATE
 GN0496'HIGHWAY 12 FOR 4.2 MI.  TURN LEFT OFF HIGHWAY ON THE MUD SPRINGS
 GN0496'LOOKOUT ROAD FOR 0.3 MI.  TURN RIGHT THROUGH WIRE GATE AND CONTINUE
 GN0496'FOR 1.1 MI.  TURN OFF RD. AND CONTINUE IN A SOUTHWESTERLY DIRECTION
 GN0496'FOR ABOUT 0.6 MI. TO BASE OF HIGHEST PEAK IN THE VICINITY AND END
 GN0496'OF TRUCK TRAVEL.  CLIMB TO HIGHEST POINT OF ROCK RIDGE TO S.
 GN0496'APPROXIMATELY 1-1/2 MI.  ABOUT A 2 HOUR HIKE.  STATION IS LOCATED
 GN0496'ON A LARGE ROCKY POINT AND IS THE HIGHEST POINT OF A NARROW RIDGE
 GN0496'RUNNING APPROXIMATELY N. AND S.
 GN0496'
 GN0496'STATION MARK--STANDARD USGS BRONZE TABLET, IN CONCRETE IN SOLID
 GN0496'ROCK, STAMPED ---CORRAL 1952---.
 GN0496'
 GN0496'REFERENCE MARK NO. 1--STANDARD USGS REFERENCE MARKER, SET IN
 GN0496'CONCRETE IN A 4 X 9 FT. ROCK, STAMPED ---NO. 1 CORRAL 1952---,
 GN0496'MARKER IS 16.5 FT. SW. OF STATION MARKER, N 54 DEG 18 MIN E.
 GN0496'
 GN0496'REFERENCE MARK NO. 2--STANDARD USGS REFERENCE MARKER, SET IN CONCRETE
 GN0496'IN A 6 X 6 FT. ROCK, STAMPED ---NO. 2 CORRAL 1952---, MARKER IS 44.2
 GN0496'FT. NW. OF STATION MARKER, S 14 DEG 47 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0844 ***********************************************************************
 CW0844  DESIGNATION -  CORRAL
 CW0844  PID         -  CW0844
 CW0844  STATE/COUNTY-  NM/CHAVES
 CW0844  USGS QUAD   -  SINGER LAKE (1989)
 CW0844
 CW0844                         *CURRENT SURVEY CONTROL
 CW0844  ___________________________________________________________________
 CW0844* NAD 83(1992)-  32 53 09.54270(N)    105 05 42.43396(W)     ADJUSTED  
 CW0844* NAVD 88     -      1612.22   (meters)    5289.4    (feet)  LEVELING  
 CW0844  ___________________________________________________________________
 CW0844  X           -  -1,396,563.146 (meters)                     COMP
 CW0844  Y           -  -5,177,646.258 (meters)                     COMP
 CW0844  Z           -   3,444,210.656 (meters)                     COMP
 CW0844  LAPLACE CORR-          -4.37  (seconds)                    DEFLEC99
 CW0844  ELLIP HEIGHT-        1590.60  (meters)          (09/28/01) GPS OBS
 CW0844  GEOID HEIGHT-         -21.47  (meters)                     GEOID03
 CW0844
 CW0844  HORZ ORDER  -  FIRST
 CW0844  VERT ORDER  -  THIRD ?
 CW0844  ELLP ORDER  -  FOURTH    CLASS I
 CW0844
 CW0844.The horizontal coordinates were established by classical geodetic methods
 CW0844.and adjusted by the National Geodetic Survey in December 1993..
 CW0844
 CW0844.The orthometric height was determined by differential leveling.
 CW0844.The vertical network tie was performed by a horz. field party for horz.
 CW0844.obs reductions. Reset procedures were used to establish the elevation.
 CW0844
 CW0844.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CW0844
 CW0844.The Laplace correction was computed from DEFLEC99 derived deflections.
 CW0844
 CW0844.The ellipsoidal height was determined by GPS observations
 CW0844.and is referenced to NAD 83.
 CW0844
 CW0844.The geoid height was determined by GEOID03.
 CW0844
 CW0844;                    North         East     Units Scale Factor Converg.
 CW0844;SPC NM E     -   209,367.240    93,722.723   MT  0.99997171   -0 24 49.1
 CW0844;SPC NM E     -   686,899.02    307,488.63   sFT  0.99997171   -0 24 49.1
 CW0844;UTM  13      - 3,638,651.254   491,102.822   MT  0.99960098   -0 03 05.9
 CW0844
 CW0844!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CW0844!SPC NM E     -   0.99975033  x   0.99997171  =   0.99972205
 CW0844!UTM  13      -   0.99975033  x   0.99960098  =   0.99935141
 CW0844
 CW0844|---------------------------------------------------------------------|
 CW0844| PID    Reference Object                     Distance      Geod. Az  |
 CW0844|                                                           dddmmss.s |
 CW0844| CH8669 CORRAL RM 1                          23.515 METERS 10406     |
 CW0844| CH8670 CORRAL RM 2                          29.005 METERS 19800     |
 CW0844| CW0316 CORRAL AZ MK                                       2445601.9 |
 CW0844| CW0850 VALLEY ET                           APPROX. 4.5 KM 2650323.2 |
 CW0844|---------------------------------------------------------------------|
 CW0844
 CW0844                          SUPERSEDED SURVEY CONTROL
 CW0844
 CW0844  ELLIP H (12/21/93) 1590.61   (m)                       GP(       ) 4 1
 CW0844  ELLIP H (07/01/93) 1590.67   (m)                       GP(       ) 4 2
 CW0844  NAD 83(1986)-  32 53 09.55423(N)    105 05 42.43342(W) AD(       ) 1
 CW0844  NAD 27      -  32 53 09.18540(N)    105 05 40.52890(W) AD(       ) 1
 CW0844  NGVD 29 (07/19/86) 1611.17   (m)         5286.0    (f) LEVELING    3  
 CW0844
 CW0844.Superseded values are not recommended for survey control.
 CW0844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0844.See file dsdata.txt to determine how the superseded data were derived.
 CW0844
 CW0844_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDS9110338651(NAD 83)
 CW0844_MARKER: DS = TRIANGULATION STATION DISK
 CW0844_SETTING: 66 = SET IN ROCK OUTCROP
 CW0844_SP_SET: BEDROCK
 CW0844_STAMPING: CORRAL 1934
 CW0844_MARK LOGO: CGS   
 CW0844_MAGNETIC: N = NO MAGNETIC MATERIAL
 CW0844_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CW0844+STABILITY: POSITION/ELEVATION WELL
 CW0844_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CW0844+SATELLITE: SATELLITE OBSERVATIONS - July 08, 1992
 CW0844
 CW0844  HISTORY     - Date     Condition        Report By
 CW0844  HISTORY     - 1934     MONUMENTED       CGS
 CW0844  HISTORY     - 1934     GOOD             CGS
 CW0844  HISTORY     - 1954     GOOD             BAKER
 CW0844  HISTORY     - 1960     GOOD             USGS
 CW0844  HISTORY     - 1986     GOOD
 CW0844  HISTORY     - 19911115 GOOD             NGS
 CW0844  HISTORY     - 19920708 GOOD
 CW0844
 CW0844                          STATION DESCRIPTION
 CW0844
 CW0844'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 CW0844'ABOUT 7 MILES NORTHEAST OF DUNKENS STORE, WHICH IS 22.6 MILES
 CW0844'NORTHEAST OF PINON ON THE ARTESIA ROAD, AND 0.1 MILE NORTH
 CW0844'OF STATE HIGHWAY 83.  TO REACH FROM DUNKENS STORE GO NORTH
 CW0844'5.6 MILES ON THE MAIN ROAD TO THE JUNCTION WITH STATE HIGHWAY
 CW0844'83, TURN EAST ONTO HIGHWAY AND GO 5.3 MILES, CROSS A CATTLE
 CW0844'GUARD, TURN LEFT AND FOLLOW FENCE 0.1 MILE, GO EAST ABOUT 25
 CW0844'YARDS TO THE HIGHEST POINT OF A LOW ROCKY HILL AND THE STATION.
 CW0844'THE STATION, AZIMUTH, AND REFERENCE MARKS ARE STANDARD DISKS
 CW0844'SET IN BEDROCK.  REFERENCE MARK
 CW0844'NO. 1 IS 23.515 METERS (77.15 FEET) FROM STATION N 75 DEG 54 MIN E,
 CW0844'AND NO. 2 IS 29.005 METERS (95.16 FEET)
 CW0844'FROM STATION S 18 DEG W.  THE AZIMUTH
 CW0844'MARK IS 0.5 MILE SOUTHWEST OF CATTLE GUARD ON THE HIGHWAY, 70
 CW0844'FEET SOUTHEAST OF CENTER LINE OF ROAD, 2 FEET EAST OF A
 CW0844'4-FOOT ROCKY CAIRN, AND 0.6 MILE FROM STATION S 64 DEG 56 MIN W.
 CW0844
 CW0844                          STATION RECOVERY (1934)
 CW0844
 CW0844'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 CW0844'RECOVERED IN GOOD CONDITION.
 CW0844
 CW0844                          STATION RECOVERY (1954)
 CW0844
 CW0844'RECOVERY NOTE BY M BAKER JR INCORPORATED 1954 (TJA)
 CW0844'STATION FOUND AS DESCRIBED.  REFERENCE MARKS IN GOOD CONDITION.
 CW0844'AZIMUTH MARK NOT RECOVERED.
 CW0844
 CW0844                          STATION RECOVERY (1960)
 CW0844
 CW0844'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 CW0844'RECOVERED IN GOOD CONDITION.
 CW0844
 CW0844                          STATION RECOVERY (1986)
 CW0844
 CW0844'RECOVERED 1986
 CW0844'RECOVERED IN GOOD CONDITION.
 CW0844
 CW0844                          STATION RECOVERY (1991)
 CW0844
 CW0844'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 CW0844'THE STATION IS LOCATED APPROXIMATELY 40 MI (64.4 KM) WEST OF ARTESIA
 CW0844'ON A LOW ROCKY HILL ON PRIVATE RANGELAND, OWNERSHIP UNKNOWN.
 CW0844'TO REACH THE STATION FROM THE INTERSECTION OF US HIGHWAY 82 AND NEW
 CW0844'MEXICO HIGHWAY 24, BETWEEN ALAMAGORDO AND ARTESIA, GO EAST ON US 82
 CW0844'FOR 5.2 MI (8.4 KM) TO A SLIGHT ROAD CUT ABOUT 100 M (328.1 FT) EAST
 CW0844'OF MILEPOST 64 AND A NORTH-SOUTH RANGELAND FENCE ON THE LEFT, NORTH
 CW0844'SIDE OF THE HIGHWAY. PARK VEHICLE ALONG THE HIGHWAY AND PACK NORTH TO
 CW0844'THE HIGHWAY RIGHT-OF-WAY FENCE.  FROM A POINT ABOUT 85 M (278.9 FT)
 CW0844'EAST OF THE NORTH-SOUTH RANGELAND FENCE, PACK NORTH ABOUT 180 M
 CW0844'(590.5 FT) TO THE STATION ON ON THE HIGHEST POINT OF A LOW ROCKY
 CW0844'HILL.
 CW0844'THE STATION IS A STANDARD USCGS TRIANGULATION DISK STAMPED ---CORRAL
 CW0844'1934--- CEMENTED IN EXPOXED LIMESTONE BEDROCK.  THE STATION IS 29.2 M
 CW0844'(95.8 FT) SOUTH OF AN EAST-WEST FENCE AND ABOUT 85 M (278.9 FT) EAST
 CW0844'OF A NORTH-SOUTH FENCE.
 CW0844
 CW0844                          STATION RECOVERY (1992)
 CW0844
 CW0844'RECOVERED 1992
 CW0844'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0316 ***********************************************************************
 CW0316  DESIGNATION -  CORRAL AZ MK
 CW0316  PID         -  CW0316
 CW0316  STATE/COUNTY-  NM/CHAVES
 CW0316  USGS QUAD   -  SINGER LAKE (1989)
 CW0316
 CW0316                         *CURRENT SURVEY CONTROL
 CW0316  ___________________________________________________________________
 CW0316* NAD 83(1986)-  32 52 56.     (N)    105 06 13.     (W)     SCALED    
 CW0316* NAVD 88     -      1613.796  (meters)    5294.60   (feet)  ADJUSTED  
 CW0316  ___________________________________________________________________
 CW0316  GEOID HEIGHT-         -21.45  (meters)                     GEOID03
 CW0316  DYNAMIC HT  -        1611.375 (meters)    5286.65  (feet)  COMP
 CW0316  MODELED GRAV-     979,080.2   (mgal)                       NAVD 88
 CW0316
 CW0316  VERT ORDER  -  SECOND    CLASS 0
 CW0316
 CW0316.The horizontal coordinates were scaled from a topographic map and have
 CW0316.an estimated accuracy of +/- 6 seconds.
 CW0316
 CW0316.The orthometric height was determined by differential leveling
 CW0316.and adjusted by the National Geodetic Survey in June 1991..
 CW0316
 CW0316.The geoid height was determined by GEOID03.
 CW0316
 CW0316.The dynamic height is computed by dividing the NAVD 88
 CW0316.geopotential number by the normal gravity value computed on the
 CW0316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0316.degrees latitude (g = 980.6199 gals.).
 CW0316
 CW0316.The modeled gravity was interpolated from observed gravity values.
 CW0316
 CW0316;                    North         East    Units  Estimated Accuracy
 CW0316;SPC NM E     -   208,960.       92,930.      MT  (+/- 180 meters Scaled)
 CW0316
 CW0316                          SUPERSEDED SURVEY CONTROL
 CW0316
 CW0316  NGVD 29 (??/??/92) 1613.137  (m)         5292.43   (f) ADJ UNCH    2 0
 CW0316
 CW0316.Superseded values are not recommended for survey control.
 CW0316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0316.See file dsdata.txt to determine how the superseded data were derived.
 CW0316
 CW0316_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDS903382(NAD 83)
 CW0316_MARKER: DZ = AZIMUTH MARK DISK
 CW0316_SETTING: 66 = SET IN ROCK OUTCROP
 CW0316_SP_SET: ROCK
 CW0316_STAMPING: CORRAL, AZIMUTH 1934
 CW0316_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CW0316+STABILITY: POSITION/ELEVATION WELL
 CW0316
 CW0316  HISTORY     - Date     Condition        Report By
 CW0316  HISTORY     - 1934     MONUMENTED       CGS
 CW0316
 CW0316                          STATION DESCRIPTION
 CW0316
 CW0316'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CW0316'26.1 MI W FROM HOPE.
 CW0316'26.1 MI. W. ALONG STATE NO. 83 71 FT. S. OF THE CENTER LINE OF ROAD, 3
 CW0316'FT. E. OF A ROCK CAIRN WHICH IS ABOUT 5 FT. HIGH, AND SET IN THE TOP
 CW0316'OF A GRAY LIMESTONE ROCK FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1363 ***********************************************************************
 FO1363  DESIGNATION -  CORRALES
 FO1363  PID         -  FO1363
 FO1363  STATE/COUNTY-  NM/SANDOVAL
 FO1363  USGS QUAD   -  LOS GRIEGOS (1990)
 FO1363
 FO1363                         *CURRENT SURVEY CONTROL
 FO1363  ___________________________________________________________________
 FO1363* NAD 83(1992)-  35 14 11.10127(N)    106 39 00.93174(W)     ADJUSTED  
 FO1363* NAVD 88     -      1610.3    (meters)    5283.     (feet)  VERTCON   
 FO1363  ___________________________________________________________________
 FO1363  LAPLACE CORR-           3.17  (seconds)                    DEFLEC99
 FO1363  GEOID HEIGHT-         -21.16  (meters)                     GEOID03
 FO1363
 FO1363  HORZ ORDER  -  FIRST
 FO1363
 FO1363.The horizontal coordinates were established by classical geodetic methods
 FO1363.and adjusted by the National Geodetic Survey in December 1993..
 FO1363
 FO1363.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1363.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1363
 FO1363.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1363
 FO1363.The geoid height was determined by GEOID03.
 FO1363
 FO1363;                    North         East     Units Scale Factor Converg.
 FO1363;SPC NM C     -   469,873.762   463,570.054   MT  0.99991635   -0 13 51.4
 FO1363;SPC NM C     - 1,541,577.50  1,520,896.09   sFT  0.99991635   -0 13 51.4
 FO1363;UTM  13      - 3,900,509.191   349,838.564   MT  0.99987789   -0 57 08.3
 FO1363
 FO1363!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1363!SPC NM C     -   0.99975062  x   0.99991635  =   0.99966699
 FO1363!UTM  13      -   0.99975062  x   0.99987789  =   0.99962854
 FO1363
 FO1363:                Primary Azimuth Mark                     Grid Az
 FO1363:SPC NM C     -  BERNALILLO WATER TANK                    049 49 48.0
 FO1363:UTM  13      -  BERNALILLO WATER TANK                    050 33 04.9
 FO1363
 FO1363|---------------------------------------------------------------------|
 FO1363| PID    Reference Object                     Distance      Geod. Az  |
 FO1363|                                                           dddmmss.s |
 FO1363| FO1064 BERNALILLO WATER TANK               APPROX.11.4 KM 0493556.6 |
 FO1363| FO1011 SANDIA MTNS LOT                     APPROX.18.1 KM 0964832.8 |
 FO1363| FO1007 SANDIA MTN TV STA KOAT MAST         APPROX.18.3 KM 0972740.1 |
 FO1363| CD3294 CORRALES AZ MK                                     1164648.5 |
 FO1363| FO1132 ALAMEDA RAD KOB EAST MAST           APPROX. 5.2 KM 1364441.7 |
 FO1363| FO1122 ALAMEDA RAD KOB TALLER MAST         APPROX. 5.2 KM 1364830.6 |
 FO1363| FO1106 ALAMEDA RAD KOB WEST MAST           APPROX. 5.1 KM 1373728.5 |
 FO1363| FO1112 ALAMEDA NATIVITY CH N SPIRE         APPROX. 6.1 KM 1501653.9 |
 FO1363| FO1113 ALAMEDA NATIVITY CH S SPIRE         APPROX. 6.1 KM 1502135.2 |
 FO1363| FO1235 ALBUQUERQUE SANDIA AFB SE TANK      APPROX.22.6 KM 1535406.8 |
 FO1363| FO1219 ALBUQUERQUE SANDIA AFB NW TANK      APPROX.21.9 KM 1541555.7 |
 FO1363| CD3300 CORRALES RM 5                         7.031 METERS 15621     |
 FO1363| CD3296 CORRALES RM 1                         8.936 METERS 15633     |
 FO1363| CD3298 CORRALES RM 3                         9.169 METERS 15718     |
 FO1363| FO1192 ALBUQUERQUE VET HOSP N TK           APPROX.21.2 KM 1630411.0 |
 FO1363| FO1343 ALBUQUERQUE INDIAN SCH E TANK       APPROX.14.1 KM 1821941.2 |
 FO1363| FO1336 ALBUQUERQUE INDIAN SCH W TANK       APPROX.14.1 KM 1824305.6 |
 FO1363| FO1325 ALBUQUERQUE CEN STK OF THREE        APPROX.14.7 KM 1834033.0 |
 FO1363| FO1311 ALBUQUERQUE SAN FELIPE SCHOOL       APPROX.15.9 KM 1861055.3 |
 FO1363| CD3295 CORRALES AZ MK 2                                   2325235.6 |
 FO1363| CD3297 CORRALES RM 2                         8.218 METERS 23900     |
 FO1363| CD3299 CORRALES RM 4                         7.466 METERS 23941     |
 FO1363| FO1361 CORRALES RM A                        27.712 METERS 26409     |
 FO1363|---------------------------------------------------------------------|
 FO1363
 FO1363                          SUPERSEDED SURVEY CONTROL
 FO1363
 FO1363  NAD 83(1986)-  35 14 11.10686(N)    106 39 00.93350(W) AD(       ) 1
 FO1363  NAD 27      -  35 14 10.95696(N)    106 38 58.83546(W) AD(       ) 1
 FO1363  NGVD 29 (07/19/86) 1609.5    (m)         5281.     (f) VERT ANG       
 FO1363
 FO1363.Superseded values are not recommended for survey control.
 FO1363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1363.See file dsdata.txt to determine how the superseded data were derived.
 FO1363
 FO1363_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV4983900509(NAD 83)
 FO1363_MARKER: DS = TRIANGULATION STATION DISK
 FO1363_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FO1363_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 FO1363
 FO1363  HISTORY     - Date     Condition        Report By
 FO1363  HISTORY     - 1946     MONUMENTED       CGS
 FO1363  HISTORY     - 1951     GOOD             USE
 FO1363  HISTORY     - 1954     GOOD             CGS
 FO1363  HISTORY     - 1958     GOOD             CGS
 FO1363  HISTORY     - 1969     GOOD             CGS
 FO1363  HISTORY     - 1977     GOOD             NGS
 FO1363  HISTORY     - 1980     GOOD             NGS
 FO1363  HISTORY     - 1985     SEE DESCRIPTION  LOCENG
 FO1363
 FO1363                          STATION DESCRIPTION
 FO1363
 FO1363'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAE)
 FO1363'THE STATION IS ON LOW HILLS OVERLOOKING THE RIO GRANDE VALLEY,
 FO1363'BY APPROXIMATE AIRLINE DISTANCES, 10 MILES N OF ALBUQUERQUE, 7
 FO1363'MILES SW OF BERNALILLO, 4 MILES NNW OF ALAMEDA, AND 2-1/2
 FO1363'MILES W OF THE SETTLEMENT OF CORRALES.
 FO1363'
 FO1363'TO REACH THE STATION, TURN W OFF U.S. HIGHWAY 85 IN THE TOWN
 FO1363'OF ALAMEDA, ON A GRADED ROAD ABOUT 50 YARDS N OF THE NATIVITATI
 FO1363'CHURCH.  GO W ON GRADED ROAD 1.5 MILES, CROSS THE RIO GRANDE
 FO1363'AND CONTINUE ON MAIN ROAD NW AND N 2.7 MILES TO A CROSS ROAD
 FO1363'IN A SMALL SETTLEMENT.  TURN LEFT AND GO W 0.55 MILE TO THE
 FO1363'AZIMUTH MARK ON THE RIGHT SIDE OF THE ROAD.  CONTINUE 0.3
 FO1363'MILE, KEEP LEFT FORK 0.1 MILE, THEN TAKE THE RIGHT FORK AND
 FO1363'CONTINUE ON A TRACK ROAD 0.9 MILE TO A GATE.  PASS THROUGH AND
 FO1363'CONTINUE 0.4 MILE TO WHERE THE ROAD TOPS A SMALL RISE.  TURN
 FO1363'RIGHT, ACROSS COUNTRY, 0.2 MILE TO THE STATION ON A SANDY
 FO1363'KNOLL.
 FO1363'
 FO1363'THE STATION MARK, WHICH IS A BRONZE STATION DISK STAMPED
 FO1363'CORRALES 1946, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS
 FO1363'ABOUT 6 INCHES ABOVE THE GROUND.  IT IS LOCATED ON A SANDY
 FO1363'KNOLL ABOUT 0.2 MILE N OF THE TRACK ROAD.  THE UNDERGROUND
 FO1363'MARK IS A BRONZE STATION DISK SET IN CONCRETE.
 FO1363'
 FO1363'REFERENCE MARK 1, WHICH IS A BRONZE REFERENCE DISK STAMPED
 FO1363'CORRALES NO 1 1946, IS SET IN A SQUARE CONCRETE POST WHICH
 FO1363'PROJECTS ABOUT 8 INCHES ABOVE THE GROUND.  IT IS LOCATED SSE
 FO1363'OF THE STATION ON THE SAME LEVEL.
 FO1363'
 FO1363'REFERENCE MARK 2, WHICH IS A BRONZE REFERENCE DISK STAMPED
 FO1363'CORRALES NO 2 1946, IS SET IN A SQUARE CONCRETE POST WHICH
 FO1363'PROJECTS ABOUT 8 INCHES ABOVE THE GROUND.  IT IS LOCATED WSW
 FO1363'OF THE STATION ON THE SAME LEVEL.
 FO1363'
 FO1363'THE AZIMUTH MARK, WHICH IS A BRONZE AZIMUTH DISK STAMPED
 FO1363'CORRALES 1946, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS
 FO1363'ABOUT 2 INCHES ABOVE THE GROUND.  IT IS LOCATED ESE OF THE
 FO1363'STATION, 15 FEET NNE OF THE CENTER OF THE ROAD, 2.8 FEET SSW
 FO1363'OF A FENCE LINE, AND 2-1/2 FEET W OF A 4- BY 4-INCH WHITE
 FO1363'WITNESS POST.
 FO1363'
 FO1363'ALL STATIONS VISIBLE FROM THE GROUND.
 FO1363
 FO1363                          STATION RECOVERY (1951)
 FO1363
 FO1363'RECOVERY NOTE BY US ENGINEERS 1951 (JR)
 FO1363'STATION WAS RECOVERED AS DESCRIBED.  THE MARKS ARE IN GOOD
 FO1363'CONDITION.
 FO1363
 FO1363                          STATION RECOVERY (1954)
 FO1363
 FO1363'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (WRH)
 FO1363'STATION FOUND AS DESCRIBED AND ALL MARKS ARE IN GOOD CONDITION.
 FO1363'THE STATION AND BOTH REFERENCE MARKS ARE PROJECTING A LITTLE
 FO1363'MORE DUE TO DRIFTING SAND.  A COMPLETE DESCRIPTION FOLLOWS.
 FO1363'
 FO1363'STATION IS LOCATED, AIRLINE, ABOUT 10 MILES NORTH OF ALBUQUERQUE,
 FO1363'7 MILES SOUTHWEST OF BERNALILLO, 4 MILES NORTH NORTHWEST OF
 FO1363'ALAMEDA, 2-1/2 MILES WEST OF THE SETTLEMENT OF CORRALES
 FO1363'AND ON A LOW, SANDY BENCH WEST OF AND OVERLOOKING THE RIO GRANDE
 FO1363'VALLEY.
 FO1363'
 FO1363'STATION IS REACHED AS FOLLOWS--FROM THE U.S. POST OFFICE IN
 FO1363'ALAMEDA, GO NORTH ON U.S. HIGHWAY 85 FOR 0.1 MILE.  TURN
 FO1363'LEFT ON A PAVED ROAD, WEST, AND GO 1.6 MILES TO THE WEST END
 FO1363'OF THE BRIDGE OVER THE RIO GRANDE RIVER.  CONTINUE WEST AND
 FO1363'THEN NORTHERLY ON THE PAVED ROAD FOR 2.7 MILES TO A CROSS
 FO1363'ROAD AT THE SMALL SETTLEMENT OF CORRALES.  TURN LEFT, WEST,
 FO1363'AND GO 0.55 MILE TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE
 FO1363'WEST FOR 0.3 MILE TO A SIDE ROAD ON THE RIGHT.  CONTINUE
 FO1363'STRAIGHT AHEAD, WEST, FOR 0.2 MILE TO A FARM YARD.  PASS
 FO1363'THROUGH THE FARM YARD AND FOLLOW TRACK ROAD FOR 0.1 MILE TO
 FO1363'A CANAL.  TURN LEFT, ALONG THE CANAL, AND GO 0.1 MILE TO A
 FO1363'BRIDGE.  TURN RIGHT, CROSS THE BRIDGE, TURN RIGHT AGAIN
 FO1363'AND FOLLOW THE MAIN TRAVELED ROAD FOR 0.9 MILE TO A LOCKED
 FO1363'GATE.  PASS THROUGH GATE AND CONTINUE WEST FOR 0.4 MILE TO
 FO1363'THE TOP OF THE BENCH.  TURN RIGHT, ACROSS COUNTRY, AND GO
 FO1363'0.2 MILE TO A SMALL KNOLL AND THE STATION.
 FO1363'
 FO1363'NOTE--KEY TO LOCKED GATE CAN BE OBTAINED FROM MR. BAYLOR WHO
 FO1363'LIVES IN THE SETTLEMENT OF CORRALES.
 FO1363'
 FO1363'STATION MARK, STAMPED CORRALES 1946, IS A STANDARD DISK SET IN
 FO1363'THE TOP OF A 1 INCH SQUARE CONCRETE POST THAT PROJECTS 12
 FO1363'INCHES.  IT IS ABOUT 1/4 MILE NORTH NORTHEAST OF A WINDMILL AND
 FO1363'13.6 FEET NORTH NORTHWEST OF A WITNESS POST.
 FO1363'
 FO1363'REFERENCE MARK NUMBER 1, STAMPED CORRALES NO 1 1946, IS A
 FO1363'STANDARD DISK SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST
 FO1363'THAT PROJECTS 14 INCHES AND IS AT THE SAME ELEVATION AS THE
 FO1363'STATION.
 FO1363'
 FO1363'REFERENCE MARK NUMBER 2, STAMPED CORRALES NO 2 1946, IS A
 FO1363'STANDARD DISK SET IN THE TOP OF A 12 INCH SQUARE CONCRETE
 FO1363'POST THAT PROJECTS 18 INCHES AND IS AT THE SAME ELEVATION AS
 FO1363'THE STATION.
 FO1363'
 FO1363'AZIMUTH MARK, STAMPED CORRALES 1945, IS A STANDARD DISK SET
 FO1363'IN THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT IS FLUSH WITH
 FO1363'THE GROUND.  IT IS 12.0 FEET NORTH OF THE CENTERLINE OF THE
 FO1363'ROAD, 3.0 FEET SOUTH OF A WIRE FENCE AND 3.0 FEET WEST SOUTHWEST
 FO1363'OF A WITNESS POST.
 FO1363
 FO1363                          STATION RECOVERY (1958)
 FO1363
 FO1363'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (RLE)
 FO1363'THE STATION MARK, AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD
 FO1363'CONDITION.  REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 WERE
 FO1363'DESTROYED, REFERENCE MARK NO. 3 AND REFERENCE MARK NO. 4 WERE
 FO1363'ESTABLISHED BY THIS PARTY.  A NEW DESCRIPTION FOLLOWS.
 FO1363'
 FO1363'THE STATION IS LOCATED, ABOUT 10 MILES NORTH OF ALBUQUERQUE,
 FO1363'7 MILES SOUTHWEST OF BERNALILLO, 4 MILES NORTH-NORTHWEST OF
 FO1363'ALAMEDA, 2-1/2 MILES WEST OF THE SETTLEMENT OF CORRALES AND
 FO1363'ON A LOW SANDY BENCH WEST OF AND OVERLOOKING THE RIO GRANDE
 FO1363'VALLEY.  IT IS 13 FEET NORTH-NORTHWEST OF A WITNESS POST AND
 FO1363'ABOUT 1/4 MILE NORTH-NORTHEAST OF A WINDMILL.  THE MARK PROJECTS
 FO1363'3 INCHES ABOVE THE SURFACE OF THE GROUND AND IS STAMPED
 FO1363'CORRALES 1946.
 FO1363'
 FO1363'REFERENCE MARK NO. 3 IS 24 FEET WEST-SOUTHWEST OF A WITNESS POST
 FO1363'AND ABOUT THE SAME ELEVATION AS THE STATION.  THE MARK PROJECTS 4
 FO1363'INCHES ABOVE THE SURFACE OF THE GROUND AND IS STAMPED CORRALES
 FO1363'NO 3 1946.
 FO1363'
 FO1363'REFERENCE MARK NO. 4 IS 18 FEET SOUTHEAST OF A WITNESS POST
 FO1363'AND ABOUT THE SAME ELEVATION AS THE STATION.  THE MARK PROJECTS
 FO1363'4 INCHES ABOVE THE SURFACE OF THE GROUND AND IS STAMPED CORRALES
 FO1363'NO 4 1946.
 FO1363'
 FO1363'AZIMUTH MARK IS 17 FEET NORTH OF THE CENTER OF A DIRT ROAD, 3
 FO1363'FEET WEST-SOUTHWEST OF A WITNESS POST AND 3 FEET SOUTH OF A
 FO1363'WIRE FENCE.  THE MARK IS FLUSH WITH THE SURFACE OF THE GROUND
 FO1363'AND IS STAMPED CORRALES 1946.
 FO1363'
 FO1363'TO REACH FROM THE POST OFFICE IN ALAMEDA, GO NORTH ON U.S.
 FO1363'HIGHWAY 85 FOR 0.1 MILE TO A CAUTION LIGHT AND A SIDE ROAD
 FO1363'LEFT, TURN LEFT ON A PAVED ROAD, AND GO WESTERLY FOR 1.6 MILES
 FO1363'TO THE WEST END OF THE BRIDGE OVER THE RIO GRANDE RIVER, CONTINUE
 FO1363'WEST AND THEN NORTHERLY ON THE PAVED ROAD FOR 2.7 MILES TO
 FO1363'A CROSSROAD AT THE SMALL SETTLEMENT OF CORRALES, TURN LEFT
 FO1363'ON DIRT ROAD WESTERLY AND GO 0.55 MILE TO THE AZIMUTH MARK ON
 FO1363'THE RIGHT AS DESCRIBED, CONTINUE WESTERLY FOR 0.3 MILE TO A
 FO1363'SIDE ROAD ON THE RIGHT, CONTINUE STRAIGHT AHEAD FOR 0.1 MILE TO
 FO1363'FARM YARD, PASS THROUGH THE FARM YARD AND FOLLOW A TRACK ROAD
 FO1363'WESTERLY FOR 0.2 MILE TO A CANAL, TURN LEFT ALONG THE CANAL AND
 FO1363'GO 0.25 MILE TO A BRIDGE, TURN RIGHT ACROSS THE BRIDGE, TURN
 FO1363'RIGHT AGAIN AND GO 0.5 MILE ON A TRACK ROAD TO A FORK, KEEP
 FO1363'RIGHT AND GO 0.4 MILE TO A LOCKED GATE, PASS THROUGH THE
 FO1363'GATE AND GO WESTERLY FOR 0.4 MILE TO THE TOP OF THE BENCH, TURN
 FO1363'RIGHT ACROSS COUNTRY AND GO 0.2 MILE TO A SMALL KNOLL AND
 FO1363'STATION AS DESCRIBED.
 FO1363'
 FO1363'NOTE.  KEY TO LOCKED GATE CAN BE OBTAINED FROM MR. BAYLOR WHO
 FO1363'LIVES IN THE SETTLEMENT OF CORRALES.
 FO1363
 FO1363                          STATION RECOVERY (1969)
 FO1363
 FO1363'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JLC)
 FO1363'THE STATION MARK, REFERENCE MARKS 3 AND 4 WERE RECOVERED
 FO1363'IN GOOD CONDITION.  THE AZIMUTH MARK WAS SEARCHED FOR AND NOT
 FO1363'RECOVERED.  AN AZIMUTH MARK 2 AND CORRALES R.M. A WAS ESTABLISHED
 FO1363'AT THIS TIME.  FOLLOWING IS A NEW DESCRIPTION.
 FO1363'
 FO1363'THE STATION IS LOCATED ABOUT 10 MILES NORTH OF ALBUQUERQUE, 7
 FO1363'MILES SOUTH-SOUTHWEST OF BERNALILLO, 4 MILES NORTH-NORTHWEST
 FO1363'OF ALAMEDA, 2-1/2 MILES WEST OF CORRALES, 1-1/4 MILES NORTH
 FO1363'OF THE SANDOVAL-BERNALILLO COUNTY LINE, ON A LOW SANDY BENCH
 FO1363'WEST OF AND OVERLOOKING THE RIO GRANDE VALLEY AN ON PROPERTY
 FO1363'OF THE RIO RANCHO ESTATES.
 FO1363'
 FO1363'TO REACH THE STATION FROM THE POST OFFICE IN ALAMEDA, GO NORTH
 FO1363'ON U.S. HIGHWAY 85 FOR 0.3 MILE TO A SIDE ROAD LEFT.  TURN LEFT
 FO1363'AND GO WEST ON STATE HIGHWAY 46 (CORRALES ROAD) FOR 1.5 MILES
 FO1363'TO THE WEST END OF THE BRIDGE OVER THE RIO GRANDE RIVER.  CONTINUE
 FO1363'WEST, NORTHWEST AND NORTH ON HIGHWAY 46 FOR 1.95 MILES TO A
 FO1363'CROSSROAD.  TURN LEFT AND GO WEST ON MEADOW LARK ROAD FOR
 FO1363'0.85 MILE TO A CANAL.  CONTINUE WEST AND NORTH ON A GRAVELED
 FO1363'ROAD FOR 0.85 MILE TO A SIDE ROAD LEFT.  TURN LEFT AND GO WEST
 FO1363'ON A GRAVELED ROAD FOR 0.05 MILE TO A DIM TRACK ROAD
 FO1363'RIGHT.*** TURN RIGHT AND GO IN A NORTHERLY DIRECTION ON THE
 FO1363'DIM TRACK ROAD FOR 0.2 MILE TO THE STATION ON THE RIGHT.
 FO1363'
 FO1363'THE STATION MARK IS A STANDARD DISK STAMPED CORRALES 1946, SET IN
 FO1363'THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT FLUSH WITH THE
 FO1363'GROUND.  IT IS 15 FEET SOUTH OF THE CENTER OF THE TRACK ROAD
 FO1363'AND 2.7 FEET SOUTHEAST OF A METAL WITNESS POST.
 FO1363'
 FO1363'REFERENCE MARK 3 IS A STANDARD DISK STAMPED CORRALES NO 3
 FO1363'1946, SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 FO1363'WHICH PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS 51 FEET EAST
 FO1363'OF THE CENTER OF THE TRACK ROAD AND 32 FEET SOUTHEAST OF THE
 FO1363'METAL WITNESS POST.
 FO1363'
 FO1363'REFERENCE MARK 4 IS A STANDARD DISK STAMPED CORRALES NO 4 1946,
 FO1363'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH
 FO1363'PROJECTS 1 FOOT ABOVE THE GROUND.  IT IS 23.4 FEET SOUTHWEST
 FO1363'OF THE METAL WITNESS POST AND 13 FEET EAST OF THE CENTER OF
 FO1363'THE TRACK ROAD.
 FO1363'
 FO1363'CORRALES R.M. A IS A STANDARD STATION MARK DISK STAMPED
 FO1363'CORRALES R.M. A 1969, SET IN THE TOP OF A 12-INCH CYLINDRICAL
 FO1363'CONCRETE MONUMENT WHICH PROJECTS 4 INCHES ABOVE THE GROUND.  IT
 FO1363'IS 89 FEET WEST OF THE METAL WITNESS POST AND 3 FEET
 FO1363'EAST-NORTHEAST OF A METAL WITNESS POST.
 FO1363'
 FO1363'THE AZIMUTH MARK IS A STANDARD DISK STAMPED CORRALES 1946 NO
 FO1363'2 1969, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 FO1363'MONUMENT WHICH PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS 101
 FO1363'FEET EAST OF THE CENTER OF STATE HIGHWAY 528, 32 FEET NORTH
 FO1363'OF THE CENTER OF THE GRAVELED ROAD AND 2.2 FEET NORTH-NORTHEAST
 FO1363'OF A METAL WITNESS POST.
 FO1363'
 FO1363'***TO REACH THE AZIMUTH MARK FROM THIS POINT, GO WEST ON
 FO1363'THE GRAVELED ROAD FOR 0.4 MILE TO THE MARK ON THE RIGHT.
 FO1363'
 FO1363'HEIGHT OF LIGHT ABOVE STATION MARK 60.5 FEET.
 FO1363
 FO1363                          STATION RECOVERY (1977)
 FO1363
 FO1363'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 FO1363'STATION MARK, REFERENCE MARK NUMBER 4, AZIMUTH MARK AND CORRALES
 FO1363'RMA WERE RECOVERED AND ARE IN GOOD CONDITION.  REFERENCE MARK
 FO1363'NUMBER 3 WAS FOUND.  IT HAD BEEN HIT AND A DIRECTION CHECK SHOWED
 FO1363'IT TO BE OUT OF POSITION.  A NEW REFERENCE MARK, NUMBER 5 WAS
 FO1363'ESTABLISHED AT THIS TIME AND THE REFERENCE MARK NUMBER 3 DISK WAS
 FO1363'RETRIEVED.
 FO1363'
 FO1363'DISTANCE AND DIRECTION TO REFERENCE MARK NUMBER 4 CHECKED FAIRLY
 FO1363'WELL AND THE ANGLE BETWEEN THE AZIMUTH MARK AND THE SANDIA MOUNTAIN
 FO1363'TV STATION KOAT MAST CHECKED ADEQUATELY.
 FO1363'
 FO1363'A NEW ROUTE TO THE STATION FOLLOWS.
 FO1363'
 FO1363'STATION IS REACHED FROM THE JUNCTION OF U.S. HIGHWAY 85, STATE
 FO1363'HIGHWAY 46 AND CORRALES ROAD IN ALAMEDA.  GO WEST AND NORTH ON
 FO1363'HIGHWAY 46 (CORRALES ROAD), CROSSING THE RIO GRANDE RIVER BRIDGE
 FO1363'FOR 2.0 MILES TO A STOP LIGHT AND JUNCTION WITH STATE HIGHWAYS 448
 FO1363'AND 528.  CONTINUE STRAIGHT AHEAD, CROSSING INTERSECTION AND CONTINUE
 FO1363'IN A NORTHERLY DIRECTION ON HIGHWAY 528 FOR 2.5 MILES TO
 FO1363'JUNCTION WITH SARA ROAD AND AZIMUTH MARK ON RIGHT IN THE NORTHEAST
 FO1363'ANGLE, AS DESCRIBED.  CONTINUE STRAIGHT AHEAD ON THE HIGHWAY
 FO1363'FOR 0.7 MILE TO MEADOW LARK LANE ON THE RIGHT.  TURN RIGHT AND GO
 FO1363'EAST AND SOUTH ON THE MEADOW LARK LANE ROAD FOR 0.45 MILE TO THE
 FO1363'END OF SURFACED ROAD, BEAR RIGHT AND CONTINUE ON A GRADED
 FO1363'ROAD FOR ABOUT 125 FEET TO A FORK.  TURN RIGHT AND CONTINUE ON A
 FO1363'TRACK ROAD, SOUTHWESTERLY FOR 0.15 MILE TO THE TOP OF A RISE
 FO1363'AND STATION ON LEFT, AS DESCRIBED.
 FO1363'
 FO1363'STATION IS A STANDARD STATION MARK DISK, STAMPED CORRALES 1946, SET
 FO1363'IN THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTING ABOUT 1 INCH.
 FO1363'MARK IS 12 FEET SOUTHEAST OF THE APPROXIMATE CENTER OF THE TRACK
 FO1363'ROAD, 2.7 FEET WEST OF A METAL WITNESS POST AND 2.4 FEET
 FO1363'EAST-NORTHEAST OF A METAL WITNESS POST.
 FO1363'
 FO1363'REFERENCE MARK NUMBER 4 IS A STANDARD REFERENCE MARK DISK, STAMPED
 FO1363'CORRALES NO 4 1946, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT
 FO1363'PROJECTING ABOUT 8 INCHES.  MARK IS 6 FEET SOUTHEAST OF THE TRACK
 FO1363'ROAD AND 22 FEET SOUTHWEST OF A METAL WITNESS POST.
 FO1363'
 FO1363'REFERENCE MARK NUMBER 5 IS A STANDARD REFERENCE MARK DISK, STAMPED
 FO1363'CORRALES 1946 NO 5 1977, SET IN THE TOP OF A ROUND CONCRETE MONUMENT
 FO1363'PROJECTING ABOUT 4 INCHES.  MARK IS 33 FEET SOUTHEAST OF THE TRACK
 FO1363'ROAD AND 21.9 FEET SOUTH-SOUTHEAST OF A METAL WITNESS POST.
 FO1363'
 FO1363'AZIMUTH MARK IS A STANDARD AZIMUTH MARK DISK, STAMPED CORRALES 1946
 FO1363'NO 2 1969, SET IN THE TOP OF A ROUND CONCRETE MONUMENT PROJECTING
 FO1363'10 INCHES.
 FO1363'
 FO1363'AZIMUTH MARK IS 99 FEET EAST OF THE APPROXIMATE CENTER OF STATE
 FO1363'HIGHWAY 528, 31 FEET NORTH OF THE APPROXIMATE CENTER OF SARA ROAD,
 FO1363'29 FEET WEST OF A CONCRETE POWER AND LIGHT POLE AND 2 FEET
 FO1363'SOUTHWEST OF A METAL WITNESS POST.
 FO1363'
 FO1363'CORRALES RMA IS A STANDARD STATION MARK DISK, STAMPED CORRALES
 FO1363'RMA 1969 SET IN THE TOP OF A ROUND CONCRETE MONUMENT PROJECTING
 FO1363'ABOUT 4 INCHES.  MARK IS 89 FEET WEST OF A METAL WITNESS POST AND 3
 FO1363'FEET EAST-NORTHEAST OF A METAL WITNESS POST.
 FO1363'
 FO1363'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES NNW OF
 FO1363'ALAMEDA.
 FO1363
 FO1363                          STATION RECOVERY (1980)
 FO1363
 FO1363'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 FO1363'STATION RECOVERED AND ALL MARKS EXCEPT REFERENCE MARK 4 WERE IN GOOD
 FO1363'CONDITION.  REFERENCE MARK 4 MONUMENT, DISK MISSING WAS FOUND OUT OF
 FO1363'GROUND.  THE AZIMUTH MARK LINE WAS BLOCKED AT THIS TIME BY TREE
 FO1363'LIMBS.  A NEW REFERENCE MARK, NUMBER 6 WAS ESTABLISHED AT THIS
 FO1363'TIME.  LOCATION OF AND ROUTE TO STATION IS STILL ADEQUATE.
 FO1363'
 FO1363'STATION IS A STANDARD DISK, STAMPED---CORRALES 1946---SET IN THE TOP
 FO1363'OF A SQUARE CONCRETE MONUMENT PROJECTING ABOUT 1 INCH, 12 FEET
 FO1363'SOUTHEAST OF CENTER OF A TRACK ROAD, 2.7 FEET WEST OF A METAL WITNESS
 FO1363'POST, 2 FEET SOUTHEAST OF A METAL WITNESS POST.
 FO1363'
 FO1363'REFERENCE MARK 5 IS A STANDARD DISK, STAMPED---CORRALES 1946 NO5
 FO1363'1977---SET IN THE TOP OF A ROUND CONCRETE MONUMENT PROJECTING ABOUT
 FO1363'4 INCHES, 33 FEET SOUTHEAST OF CENTER OF THE TRACK ROAD, 1.6 FEET
 FO1363'SOUTHWEST OF A METAL WITNESS POST.
 FO1363'
 FO1363'REFERENCE MARK 6 IS A STANDARD DISK, STAMPED---CORRALES 1946 NO 6
 FO1363'1980---SET IN THE TOP OF A ROUND CONCRETE MONUMENT PROJECTING ABOUT
 FO1363'3 INCHES, 13 FEET NORTHWEST OF CENTER OF THE TRACK ROAD, 1.6 FEET
 FO1363'SOUTHWEST OF A METAL WITNESS POST.
 FO1363'
 FO1363'CORRALES RM A IS A STANDARD STATION MARK DISK, STAMPED---CORRALES
 FO1363'RM A 1969---SET IN THE TOP OF A ROUND CONCRETE MONUMENT PROJECTING
 FO1363'ABOUT 4 INCHES, 2.9 FEET SOUTHWEST OF A METAL WITNESS POST, 2.9 FEET
 FO1363'NORTHEAST OF A METAL WITNESS POST.
 FO1363'
 FO1363'AZIMUTH MARK IS A STANDARD AZIMUTH MARK DISK, STAMPED---CORRALES 1946
 FO1363'NO 2 1969---SET IN THE TOP OF A ROUND CONCRETE MONUMENT PROJECTING
 FO1363'ABOUT 10 INCHES, 99 FEET EAST OF CENTER STATE HIGHWAY 528, RIO RANCHO
 FO1363'DRIVE, 31 FEET NORTH OF SARA ROAD, 29 FEET WEST OF A POWER LINE
 FO1363'POLE, 1 FOOT EAST OF A METAL WITNESS POST.
 FO1363
 FO1363                          STATION RECOVERY (1985)
 FO1363
 FO1363'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1985 (SAB)
 FO1363'STATION FOUND GOOD.
 FO1363'
 FO1363'THE PROPERTY ON WHICH THE STATION IS LOCATED IS BEING DEVELOPED AS A
 FO1363'RETIREMENT CENTER, THE LOCATION OF THE STATION FALLS INSIDE ONE OF
 FO1363'THE BUILDINGS AND WILL BE DESTROYED.  CORRALES IS ONE OF A SMALL
 FO1363'NUMBER OF OFFICIAL SURVEY MARKERS IN THIS AREA (AN OLD LAND
 FO1363'GRANT-NOT SECTIONALIZED) AND IS VERY IMPORTANT TO ALL
 FO1363'SURVEYORS WHO WORK IN THIS AREA.
 FO1363'
 FO1363'THE CONSTRUCTION SHOULD BEGIN IN APPROX 3 MONTHS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1361 ***********************************************************************
 FO1361  DESIGNATION -  CORRALES RM A
 FO1361  PID         -  FO1361
 FO1361  STATE/COUNTY-  NM/SANDOVAL
 FO1361  USGS QUAD   -  LOS GRIEGOS (1990)
 FO1361
 FO1361                         *CURRENT SURVEY CONTROL
 FO1361  ___________________________________________________________________
 FO1361* NAD 83(1992)-  35 14 11.00973(N)    106 39 02.02206(W)     ADJUSTED  
 FO1361* NAVD 88     -      1610.3    (meters)    5283.     (feet)  VERTCON   
 FO1361  ___________________________________________________________________
 FO1361  LAPLACE CORR-           3.15  (seconds)                    DEFLEC99
 FO1361  GEOID HEIGHT-         -21.16  (meters)                     GEOID03
 FO1361
 FO1361  HORZ ORDER  -  FIRST
 FO1361
 FO1361.The horizontal coordinates were established by classical geodetic methods
 FO1361.and adjusted by the National Geodetic Survey in December 1993..
 FO1361
 FO1361.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1361.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1361
 FO1361.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1361
 FO1361.The geoid height was determined by GEOID03.
 FO1361
 FO1361;                    North         East     Units Scale Factor Converg.
 FO1361;SPC NM C     -   469,871.052   463,542.477   MT  0.99991637   -0 13 52.0
 FO1361;SPC NM C     - 1,541,568.61  1,520,805.61   sFT  0.99991637   -0 13 52.0
 FO1361;UTM  13      - 3,900,506.829   349,810.956   MT  0.99987799   -0 57 08.9
 FO1361
 FO1361!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1361!SPC NM C     -   0.99975062  x   0.99991637  =   0.99966701
 FO1361!UTM  13      -   0.99975062  x   0.99987799  =   0.99962864
 FO1361
 FO1361:                Primary Azimuth Mark                     Grid Az
 FO1361:SPC NM C     -  JEMEZ                                    008 18 01.0
 FO1361:UTM  13      -  JEMEZ                                    009 01 17.9
 FO1361
 FO1361|---------------------------------------------------------------------|
 FO1361| PID    Reference Object                     Distance      Geod. Az  |
 FO1361|                                                           dddmmss.s |
 FO1361| FO0391 JEMEZ                               APPROX.13.8 KM 0080409.0 |
 FO1361| FO1363 CORRALES                             27.712 METERS 08409     |
 FO1361|---------------------------------------------------------------------|
 FO1361
 FO1361                          SUPERSEDED SURVEY CONTROL
 FO1361
 FO1361  NAD 83(1986)-  35 14 11.01528(N)    106 39 02.02418(W) AD(       ) 1
 FO1361  NAD 27      -  35 14 10.86540(N)    106 38 59.92575(W) AD(       ) 1
 FO1361  NGVD 29 (07/19/86) 1609.5    (m)         5281.     (f) VERT ANG       
 FO1361
 FO1361.Superseded values are not recommended for survey control.
 FO1361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1361.See file dsdata.txt to determine how the superseded data were derived.
 FO1361
 FO1361_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV4981100507(NAD 83)
 FO1361_MARKER: DS = TRIANGULATION STATION DISK
 FO1361_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FO1361_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FO1361_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO1361+STABILITY: SURFACE MOTION
 FO1361
 FO1361  HISTORY     - Date     Condition        Report By
 FO1361  HISTORY     - 1969     MONUMENTED       CGS
 FO1361
 FO1361                          STATION DESCRIPTION
 FO1361
 FO1361'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LGB)
 FO1361'THE STATION IS LOCATED ABOUT 10 MILES NORTH OF ALBUQUERQUE,
 FO1361'7 MILES SOUTHWEST OF BERNALILLO, 4 MILES NORTH-NORTHWEST OF
 FO1361'ALAMEDA, 2-1/2 MILES WEST OF CORRALES AND ON A BENCH OVERLOOKING
 FO1361'THE RIO GRANDE RIVER VALLEY.
 FO1361'
 FO1361'THE STATION MARK IS A STANDARD TRIANGULATION STATION DISK STAMPED,
 FO1361'CORRALES R.M. A 1969, SET IN THE TOP OF A ROUND CONCRETE
 FO1361'MONUMENT THAT IS 12 INCHES IN DIAMETER AND PROJECTS 4 INCHES
 FO1361'ABOVE THE GROUND SURFACE.  IT IS 89 FEET WEST OF A METAL
 FO1361'WITNESS POST WITH SIGN ATTACHED AND 3 FEET EAST-NORTHEAST
 FO1361'OF A METAL WITNESS POST WITH SIGN ATTACHED.  NOTE 1B7A
 FO1361'
 FO1361'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 FO1361'CORRALES 1946 AND THE DISTANCE, REDUCED TO SEA LEVEL, AND THE
 FO1361'DIRECTION ARE NOTED BELOW.
 FO1361'
 FO1361'FOR A ROUTE TO REACH THE STATION SEE THE DESCRIPTION FOR
 FO1361'TRIANGULATION STATION CORRALES 1946.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ1005 ***********************************************************************
 EQ1005  DESIGNATION -  CORREO
 EQ1005  PID         -  EQ1005
 EQ1005  STATE/COUNTY-  NM/VALENCIA
 EQ1005  USGS QUAD   -  CORREO (1985)
 EQ1005
 EQ1005                         *CURRENT SURVEY CONTROL
 EQ1005  ___________________________________________________________________
 EQ1005* NAD 83(1992)-  34 57 06.58979(N)    107 07 36.04148(W)     ADJUSTED  
 EQ1005* NAVD 88     -      1828.1    (meters)    5998.     (feet)  VERTCON   
 EQ1005  ___________________________________________________________________
 EQ1005  LAPLACE CORR-          -2.65  (seconds)                    DEFLEC99
 EQ1005  GEOID HEIGHT-         -21.27  (meters)                     GEOID03
 EQ1005
 EQ1005  HORZ ORDER  -  SECOND
 EQ1005
 EQ1005.The horizontal coordinates were established by classical geodetic methods
 EQ1005.and adjusted by the National Geodetic Survey in December 1993..
 EQ1005
 EQ1005.The NAVD 88 height was computed by applying the VERTCON shift value to
 EQ1005.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EQ1005
 EQ1005.The Laplace correction was computed from DEFLEC99 derived deflections.
 EQ1005
 EQ1005.The geoid height was determined by GEOID03.
 EQ1005
 EQ1005;                    North         East     Units Scale Factor Converg.
 EQ1005;SPC NM C     -   438,581.772   419,929.706   MT  0.99997899   -0 30 08.2
 EQ1005;SPC NM C     - 1,438,913.70  1,377,719.38   sFT  0.99997899   -0 30 08.2
 EQ1005;SPC NM W     -   438,466.149   894,542.224   MT  0.99996799   +0 24 17.5
 EQ1005;SPC NM W     - 1,438,534.36  2,934,843.95   sFT  0.99996799   +0 24 17.5
 EQ1005;UTM  13      - 3,869,766.498   305,807.989   MT  1.00006479   -1 13 07.4
 EQ1005
 EQ1005!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EQ1005!SPC NM C     -   0.99971646  x   0.99997899  =   0.99969546
 EQ1005!SPC NM W     -   0.99971646  x   0.99996799  =   0.99968446
 EQ1005!UTM  13      -   0.99971646  x   1.00006479  =   0.99978123
 EQ1005
 EQ1005:                Primary Azimuth Mark                     Grid Az
 EQ1005:SPC NM C     -  CORREO AZ MK                             010 36 31.1
 EQ1005:SPC NM W     -  CORREO AZ MK                             009 42 05.4
 EQ1005:UTM  13      -  CORREO AZ MK                             011 19 30.3
 EQ1005
 EQ1005|---------------------------------------------------------------------|
 EQ1005| PID    Reference Object                     Distance      Geod. Az  |
 EQ1005|                                                           dddmmss.s |
 EQ1005| CD2710 CORREO AZ MK                                       0100622.9 |
 EQ1005| CD2711 CORREO RM 1                           8.359 METERS 11821     |
 EQ1005| CD2712 CORREO RM 2                           7.590 METERS 25612     |
 EQ1005|---------------------------------------------------------------------|
 EQ1005
 EQ1005                          SUPERSEDED SURVEY CONTROL
 EQ1005
 EQ1005  NAD 83(1986)-  34 57 06.59316(N)    107 07 36.04226(W) AD(       ) 2
 EQ1005  NAD 27      -  34 57 06.42100(N)    107 07 33.91020(W) AD(       ) 2
 EQ1005  NGVD 29 (07/19/86) 1827.3    (m)         5995.     (f) VERT ANG       
 EQ1005
 EQ1005.Superseded values are not recommended for survey control.
 EQ1005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ1005.See file dsdata.txt to determine how the superseded data were derived.
 EQ1005
 EQ1005_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU0580869766(NAD 83)
 EQ1005_MARKER: DS = TRIANGULATION STATION DISK
 EQ1005_SETTING: 66 = SET IN ROCK OUTCROP
 EQ1005_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 EQ1005_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EQ1005+STABILITY: POSITION/ELEVATION WELL
 EQ1005
 EQ1005  HISTORY     - Date     Condition        Report By
 EQ1005  HISTORY     - 1958     MONUMENTED       USGS
 EQ1005  HISTORY     - 1958     GOOD             CGS
 EQ1005  HISTORY     - 1970     GOOD             NGS
 EQ1005  HISTORY     - 1971     GOOD             NMHD
 EQ1005
 EQ1005                          STATION DESCRIPTION
 EQ1005
 EQ1005'DESCRIBED BY US GEOLOGICAL SURVEY 1958 (RLE)
 EQ1005'THE STATION IS LOCATED ON A LONE ROCKY BUTTE WHICH HAS A ROAD
 EQ1005'RUNNING AROUND IT, ABOUT 3 MILES EAST OF CORREO, ABOUT 2 MILES
 EQ1005'SOUTH OF U.S. HIGHWAY NO. 66, ABOUT 1.5 MILES NORTH OF STATE
 EQ1005'HIGHWAY NO. 6 AND THE MARK IS ABOUT 2 FEET LOWER THAN THE
 EQ1005'HIGHEST PART OF THE HILL.  THE MARK IS A STANDARD U.S. GEOLOGICAL
 EQ1005'SURVEY STATION DISK CEMENTED IN A DRILL HOLE IN BEDROCK, SET
 EQ1005'FLUSH WITH THE SURROUNDING SURFACE AND IS STAMPED CORREO 5995
 EQ1005'1952.
 EQ1005'
 EQ1005'REFERENCE MARK NO. 1 IS SET ON THE EAST SIDE OF THE HILL.  THE
 EQ1005'MARK IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN BEDROCK, SET
 EQ1005'FLUSH WITH THE SURROUNDING SURFACE AND IS STAMPED CORREO USGS
 EQ1005'NO 1 1958.
 EQ1005'
 EQ1005'REFERENCE MARK NO. 2 IS SET ON THE WEST-SOUTHWEST SIDE OF THE
 EQ1005'HILL.  THE MARK IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN
 EQ1005'BEDROCK, SET FLUSH WITH THE SURROUNDING SURFACE AND IS STAMPED
 EQ1005'CORREO USGS NO 2 1958.
 EQ1005'
 EQ1005'AZIMUTH MARK IS 19 FEET SOUTHWEST OF THE CENTER OF A FORK AND
 EQ1005'2 FEET SOUTH OF A CAIRN.  THE MARK IS A STANDARD DISK BRAZED
 EQ1005'TO THE TOP OF A 2-INCH IRON PIPE, PROJECTS 8 INCHES ABOVE THE
 EQ1005'SURFACE OF THE GROUND AND IS STAMPED CORREO USGS 1958.
 EQ1005'
 EQ1005'TO REACH THE STATION FROM THE POST OFFICE IN CORREO, GO NORTHEAST
 EQ1005'ON U.S. HIGHWAY NO. 66 FOR 3.3 MILES TO A SIDE ROAD ON THE RIGHT
 EQ1005'AND A WIRE GATE, TURN RIGHT AND GO SOUTHERLY FOR 0.7 MILE
 EQ1005'TO A FORK, TAKE THE LEFT FORK AND GO SOUTHERLY FOR 0.2 MILE
 EQ1005'TO A FORK, TAKE THE RIGHT FORK AND GO 0.3 MILE TO A FORK AND THE
 EQ1005'AZIMUTH MARK AS DESCRIBED, TAKE THE RIGHT FORK AND GO 0.55
 EQ1005'MILE TO THE END OF TRUCK TRAVEL, FROM HERE PACK SOUTHERLY TO
 EQ1005'THE TOP OF THE RIDGE, TURN LEFT AND GO EASTERLY ALONG THE
 EQ1005'RIDGE TO THE HIGHEST PART AND THE STATION AS DESCRIBED.
 EQ1005'
 EQ1005'A 20 MINUTE PACK.
 EQ1005'
 EQ1005'HEIGHT OF LIGHT ABOVE STATION MARK 1.0 METERS.
 EQ1005
 EQ1005                          STATION RECOVERY (1958)
 EQ1005
 EQ1005'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 EQ1005'STATION IS LOCATED APPROXIMATELY 2.50 (AIRLINE) MI. E. OF CORREO,
 EQ1005'NEW MEXICO, BETWEEN NEW MEXICO HIGHWAY 6 AND U.S. HIGHWAY 66, AND
 EQ1005'APPROXIMATELY 30.0 (AIRLINE) MI. W. OF ALBUQUERQUE, NEW MEXICO, ON
 EQ1005'A SHARP, PROMINENT PEAK.
 EQ1005'
 EQ1005'TO REACH STATION FROM CORREO POST OFFICE, PROCEED NE. ON U.S. HIGHWAY
 EQ1005'66 FOR 3.3 MI.  TURN OFF HIGHWAY TO S. THROUGH WIRE GATE (0.1 MI. E.
 EQ1005'OF N-S. FENCE) AND CONTINUE ON TRACK RD. 0.9 MI. TO FORK, TAKE LEFT
 EQ1005'FORK AND GO 100 FT. AND TAKE RIGHT FORK.  CONTINUE 0.2 MI. TO FORK,
 EQ1005'TAKE RIGHT FORK AND GO 0.2 MI. JUST ACROSS RIDGE, HERE TURN SW. OFF
 EQ1005'RD. AND GO 0.2 MI. TO END OF TRUCK TRAVEL.  PACK (10 MINUTES) SW.
 EQ1005'ALONG RIDGE TO TOP OF HILL AND STATION.
 EQ1005'
 EQ1005'RECOVERED BY NGS IN 1958.  DESCRIPTION AND POSITION LISTED IN NGS
 EQ1005'QUAD 34107-1, STATION 1002.
 EQ1005'
 EQ1005'STATION MARK--A STANDARD U.S. GEOLOGICAL SURVEY STATION DISK CEMENTED
 EQ1005'IN A DRILL HOLE IN BEDROCK, SET FLUSH WITH THE SURROUNDING SURFACE AND
 EQ1005'IS STAMPED---CORREO 5995 1952---.
 EQ1005
 EQ1005                          STATION RECOVERY (1970)
 EQ1005
 EQ1005'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 EQ1005'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK
 EQ1005'WERE RECOVERED AND FOUND IN GOOD CONDITION.  DUE TO ROAD CHANGES
 EQ1005'IN THE AREA A NEW ROUTE TO THE STATION FOLLOWS.
 EQ1005'
 EQ1005'TO REACH THE STATION FROM THE CHEVRON SERVICE STATION AND STORE
 EQ1005'IN LAGUNA GO EAST ALONG U.S. HIGHWAY 66 FOR 1.15 MILES TO
 EQ1005'INTERSTATE HIGHWAY 40, CONTINUE EAST ALONG I-40 FOR ABOUT 12.3
 EQ1005'MILES TO INTERSECTION OF STATE HIGHWAY 6.  TURN SOUTH ALONG
 EQ1005'STATE HIGHWAY 6 FOR 2.1 MILES TO A PAVED CROSSROAD (OLD U.S. 66).
 EQ1005'TURN LEFT PASSING THE RUINS OF CORREO ON THE RIGHT AND GO EAST
 EQ1005'FOR 3.0 MILES TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO SOUTH
 EQ1005'TOWARD THE PROMINENT STATION BUTTE FOR 0.1 MILE TO A FORK.
 EQ1005'TAKE THE LEFT FORK SOUTH FOR 1.25 MILES TO THE AZIMUTH MARK
 EQ1005'ON THE LEFT BY A WITNESS POST AND A CAIRN, CONTINUE ALONG THE
 EQ1005'TRACK ROAD IN A WESTERLY DIRECTION TO THE BASE OF THE BUTTE AND
 EQ1005'END OF TRUCK TRAVEL.  PACK SOUTH FOR ABOUT 15 MINUTES TO THE
 EQ1005'TOP OF THE BUTTE AND THE STATION.
 EQ1005'
 EQ1005'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--12 MILES
 EQ1005'EAST OF LAGUNA
 EQ1005
 EQ1005                          STATION RECOVERY (1971)
 EQ1005
 EQ1005'RECOVERY NOTE BY NM HIGHWAY DEPT 1971
 EQ1005'CORREO 5995 1952-GOOD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0437 ***********************************************************************
 FN0437  DESIGNATION -  CORTARO
 FN0437  PID         -  FN0437
 FN0437  STATE/COUNTY-  NM/SAN MIGUEL
 FN0437  USGS QUAD   -  MINESE MESA (1972)
 FN0437
 FN0437                         *CURRENT SURVEY CONTROL
 FN0437  ___________________________________________________________________
 FN0437* NAD 83(1992)-  35 32 26.94975(N)    104 14 06.13752(W)     ADJUSTED  
 FN0437* NAVD 88     -      1386.0    (meters)    4547.     (feet)  VERTCON   
 FN0437  ___________________________________________________________________
 FN0437  LAPLACE CORR-          -3.61  (seconds)                    DEFLEC99
 FN0437  GEOID HEIGHT-         -21.61  (meters)                     GEOID03
 FN0437
 FN0437  HORZ ORDER  -  THIRD
 FN0437
 FN0437.The horizontal coordinates were established by classical geodetic methods
 FN0437.and adjusted by the National Geodetic Survey in December 1993..
 FN0437
 FN0437.The NAVD 88 height was computed by applying the VERTCON shift value to
 FN0437.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FN0437
 FN0437.The Laplace correction was computed from DEFLEC99 derived deflections.
 FN0437
 FN0437.The geoid height was determined by GEOID03.
 FN0437
 FN0437;                    North         East     Units Scale Factor Converg.
 FN0437;SPC NM E     -   503,578.735   173,912.935   MT  0.99991007   +0 03 25.7
 FN0437;SPC NM E     - 1,652,157.90    570,579.35   sFT  0.99991007   +0 03 25.7
 FN0437;UTM  13      - 3,933,289.644   569,342.314   MT  0.99965925   +0 26 40.8
 FN0437
 FN0437!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FN0437!SPC NM E     -   0.99978590  x   0.99991007  =   0.99969599
 FN0437!UTM  13      -   0.99978590  x   0.99965925  =   0.99944523
 FN0437
 FN0437:                Primary Azimuth Mark                     Grid Az
 FN0437:SPC NM E     -  CORTARO AZ MK                            027 20 52.1
 FN0437:UTM  13      -  CORTARO AZ MK                            026 57 37.0
 FN0437
 FN0437|---------------------------------------------------------------------|
 FN0437| PID    Reference Object                     Distance      Geod. Az  |
 FN0437|                                                           dddmmss.s |
 FN0437| CJ6994 CORTARO AZ MK                                      0272417.8 |
 FN0437| CJ6995 CORTARO RM 1                         10.771 METERS 23719     |
 FN0437| CJ6996 CORTARO RM 2                         13.865 METERS 34422     |
 FN0437|---------------------------------------------------------------------|
 FN0437
 FN0437                          SUPERSEDED SURVEY CONTROL
 FN0437
 FN0437  NAD 83(1986)-  35 32 26.95775(N)    104 14 06.13363(W) AD(       ) 3
 FN0437  NAD 27      -  35 32 26.79600(N)    104 14 04.21350(W) AD(       ) 3
 FN0437  NGVD 29 (07/19/86) 1385.3    (m)         4545.     (f) VERT ANG       
 FN0437
 FN0437.Superseded values are not recommended for survey control.
 FN0437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0437.See file dsdata.txt to determine how the superseded data were derived.
 FN0437
 FN0437_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEV6934233290(NAD 83)
 FN0437_MARKER: DS = TRIANGULATION STATION DISK
 FN0437_SETTING: 80 = SET IN A BOULDER
 FN0437_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 FN0437
 FN0437  HISTORY     - Date     Condition        Report By
 FN0437  HISTORY     - 1960     MONUMENTED       CGS
 FN0437
 FN0437                          STATION DESCRIPTION
 FN0437
 FN0437'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (HWK)
 FN0437'THE STATION IS APPROXIMATELY 23 MILES SOUTHWEST OF MOSQUERO,
 FN0437'8 MILES WEST OF THE BELL RANCH HEADQUARTERS, 9-1/2 MILES
 FN0437'NORTH OF THE CONCHAS RESERVOIR DAM, ON THE EAST RIM ABOVE
 FN0437'THE CANADIAN RIVER AND ON THE PROPERTY OF THE BELL RANCH.
 FN0437'
 FN0437'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 39
 FN0437'AND 65, 3.65 MILES NORTHWEST OF MOSQUERO, GO WEST ON HIGHWAY
 FN0437'65 FOR 5.9 MILES TO A SIDE ROAD ON THE RIGHT AND A SIGN HILL.
 FN0437'CONTINUE STRAIGHT AHEAD ON HIGHWAY 65 FOR 4.15 MILES TO A
 FN0437'ROAD FORK.  BEAR RIGHT ON HIGHWAY 65 FOR 0.75 MILE TO A ROAD
 FN0437'FORK AND A MAIL BOX ON THE LEFT.  TURN LEFT AND GO SOUTHERLY
 FN0437'FOR 0.6 MILE TO THE WAGGONER RANCH HOUSE ON THE LEFT.  BEAR
 FN0437'RIGHT, WEST AND SOUTHWEST FOR 1.5 MILES TO A ROAD FORK.  BEAR
 FN0437'LEFT, SOUTH, ON THE MAIN TRAVELED ROAD FOR 7.8 MILES TO A
 FN0437'LOCKED GATE.  CONTINUE SOUTH ON THE MAIN TRAVELED ROAD FOR
 FN0437'1,85 MILES TO A BLADED ROAD ON THE RIGHT.  TURN RIGHT,
 FN0437'WEST, FOR 0.55 MILE TO A WOOD GATE.  CONTINUE WEST ON THE
 FN0437'BLADED ROAD FOR 1.75 MILES TO A WINDMILL ON THE RIGHT
 FN0437'JUST PAST A STREAM BED.  CONTINUE WEST AND SOUTHWEST ON
 FN0437'THE BLADED ROAD FOR 3.05 MILES TO A SMALL POND ON THE
 FN0437'LEFT.  CONTINUE WEST AND SOUTHWEST ON THE BLADED ROAD FOR
 FN0437'1.2 MILES TO WHERE THE ROAD STARTS DOWN INTO A CANYON.
 FN0437'TURN RIGHT, LEAVING BLADED ROAD, FOR 0.65 MILE TO THE TOP
 FN0437'OF THE HILL AND THE STATION.
 FN0437'
 FN0437'STATION MARK IS A STANDARD DISK STAMPED CORTARO 1960.  IT IS
 FN0437'CEMENTED IN A DRILL HOLE IN A BOULDER WHICH IS 6 INCHES BELOW
 FN0437'THE SURFACE OF THE GROUND.  IT IS 54 FEET SOUTHWEST OF A 16
 FN0437'INCH CEDAR TREE, 42 FEET NORTHWEST OF A TRIPLE TRUNKED CEDAR
 FN0437'TREE AND 4.3 FEET SOUTHWEST OF A METAL WITNESS POST.  NO
 FN0437'UNDERGROUND MARK WAS SET.
 FN0437'
 FN0437'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED CORTARO NO 1
 FN0437'1960, IS CEMENTED IN A DRILL HOLE IN A 2 BY 2 FOOT BOULDER
 FN0437'WHICH PROJECTS 6 INCHES ON THE SOUTH SIDE.
 FN0437'
 FN0437'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED CORTARO NO 2
 FN0437'1960, IS CEMENTED IN A DRILL HOLE IN A BOULDER WHICH IS FLUSH
 FN0437'WITH THE SURFACE OF THE GROUND.  IT IS 53 FEET WEST OF THE
 FN0437'16 INCH CEDAR TREE AND 45 FEET NORTHWEST OF THE METAL WITNESS
 FN0437'POST.
 FN0437'
 FN0437'AZIMUTH MARK, A STANDARD DISK STAMPED CORTARO 1960, IS CEMENTED
 FN0437'IN A DRILL HOLE IN A 4 BY 8 FOOT BOULDER WHICH PROJECTS 16
 FN0437'INCHES.  IT IS 310 FEET NORTH OF A LONE CEDAR TREE AND 6.2
 FN0437'FEET SOUTH OF A METAL WITNESS POST.
 FN0437'
 FN0437'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ACROSS
 FN0437'OPEN PASTURE FOR 0.65 MILE TO THE AZIMUTH MARK IN THE EAST
 FN0437'ONE OF SEVERAL LARGE BOULDERS.
 FN0437'
 FN0437'NOTE.  REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0840 ***********************************************************************
 CW0840  DESIGNATION -  COTTON
 CW0840  PID         -  CW0840
 CW0840  STATE/COUNTY-  NM/CHAVES
 CW0840  USGS QUAD   -  SIXTEENMILE DRAW WEST (1989)
 CW0840
 CW0840                         *CURRENT SURVEY CONTROL
 CW0840  ___________________________________________________________________
 CW0840* NAD 83(1992)-  32 51 38.62375(N)    104 56 01.01234(W)     ADJUSTED  
 CW0840* NAVD 88     -      1445.04   (+/-2cm)    4740.9    (feet)  VERTCON   
 CW0840  ___________________________________________________________________
 CW0840  LAPLACE CORR-          -4.30  (seconds)                    DEFLEC99
 CW0840  GEOID HEIGHT-         -21.89  (meters)                     GEOID03
 CW0840
 CW0840  HORZ ORDER  -  SECOND
 CW0840  VERT ORDER  -  THIRD ? (See Below)
 CW0840
 CW0840.The horizontal coordinates were established by classical geodetic methods
 CW0840.and adjusted by the National Geodetic Survey in December 1993..
 CW0840
 CW0840.The NAVD 88 height was computed by applying the VERTCON shift value to
 CW0840.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CW0840.The vertical order pertains to the NGVD 29 superseded value.
 CW0840
 CW0840.The Laplace correction was computed from DEFLEC99 derived deflections.
 CW0840
 CW0840.The geoid height was determined by GEOID03.
 CW0840
 CW0840;                    North         East     Units Scale Factor Converg.
 CW0840;SPC NM E     -   206,469.033   108,818.504   MT  0.99994800   -0 19 32.6
 CW0840;SPC NM E     -   677,390.49    357,015.38   sFT  0.99994800   -0 19 32.6
 CW0840;UTM  13      - 3,635,849.452   506,211.178   MT  0.99960048   +0 02 09.7
 CW0840
 CW0840!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CW0840!SPC NM E     -   0.99977661  x   0.99994800  =   0.99972462
 CW0840!UTM  13      -   0.99977661  x   0.99960048  =   0.99937718
 CW0840
 CW0840|---------------------------------------------------------------------|
 CW0840| PID    Reference Object                     Distance      Geod. Az  |
 CW0840|                                                           dddmmss.s |
 CW0840| CH8675 COTTON RM 1                          34.561 METERS 01204     |
 CW0840| CH8674 COTTON AZ MK                                       1455330.4 |
 CW0840| CH8676 COTTON RM 2                          35.504 METERS 30612     |
 CW0840|---------------------------------------------------------------------|
 CW0840
 CW0840                          SUPERSEDED SURVEY CONTROL
 CW0840
 CW0840  NAD 83(1986)-  32 51 38.63166(N)    104 56 01.00738(W) AD(       ) 2
 CW0840  NAD 27      -  32 51 38.25900(N)    104 55 59.09800(W) AD(       ) 2
 CW0840  NGVD 29 (07/19/86) 1444.45   (m)         4739.0    (f) LEVELING    3  
 CW0840
 CW0840.Superseded values are not recommended for survey control.
 CW0840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0840.See file dsdata.txt to determine how the superseded data were derived.
 CW0840
 CW0840_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES0621135849(NAD 83)
 CW0840_MARKER: DS = TRIANGULATION STATION DISK
 CW0840_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CW0840
 CW0840  HISTORY     - Date     Condition        Report By
 CW0840  HISTORY     - 1943     MONUMENTED       CGS
 CW0840  HISTORY     - 1951     GOOD             CGS
 CW0840  HISTORY     - 1960     GOOD             USGS
 CW0840  HISTORY     - 1966     GOOD             USAF
 CW0840
 CW0840                          STATION DESCRIPTION
 CW0840
 CW0840'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (EHB)
 CW0840'STATION IS IN THE N POINT OF THE TRIANGLE AT THE JUNCTION OF
 CW0840'STATE HIGHWAYS 83 FROM HOPE TO ALAMOGORDO, AND 13 N TO ROSWELL.
 CW0840'IT IS ON A LOW SWELL RISING IN THE HEADWATERS OF COTTONWOOD DRAW,
 CW0840'AND ON THE DIVIDE ON THE N SIDE OF THE PENASCO RIO.
 CW0840'
 CW0840'STATION MARK IS 60.5 FEET W OF THE CENTER LINE OF THE E FORK
 CW0840'OF STATE HIGHWAY 13, 61 FEET SE OF THE CENTER LINE OF THE W
 CW0840'FORK OF HIGHWAY 13, AND 13 FEET N OF A 4- BY 4-INCH WHITE
 CW0840'WITNESS POST.  IT IS A BRONZE STATION DISK SET IN TOP OF AN
 CW0840'11-INCH SQUARE CONCRETE POST PROJECTING ABOUT 2 INCHES ABOVE
 CW0840'THE SURFACE.  STAMPED COTTON 1943.
 CW0840'
 CW0840'UNDERGROUND MARK WAS ESTABLISHED.
 CW0840'
 CW0840'REFERENCE MARK 1 IS 33 FEET E OF THE CENTER LINE OF THE W FORK
 CW0840'OF HIGHWAY, 52 FEET W OF THE CENTER LINE OF THE E FORK OF THE
 CW0840'HIGHWAY.  IT IS A BRONZE REFERENCE DISK SET FLUSH WITH THE
 CW0840'GROUND IN AN OUTCROPPING OF BEDROCK.  STAMPED COTTON NO 1 1943.
 CW0840'
 CW0840'REFERENCE MARK 2 IS 51 FEET W OF THE CENTER LINE OF THE W FORK
 CW0840'OF THE HIGHWAY.  IT IS A BRONZE REFERENCE DISK SET IN A DRILL
 CW0840'HOLE IN OUTCROPPING OF BEDROCK PROJECTING ABOUT 1 INCH ABOVE THE
 CW0840'GROUND.  STAMPED COTTON NO 2 1943.
 CW0840'
 CW0840'AZIMUTH MARK IS 0.4 MILE SE OF THE STATION, 120 FEET NE OF
 CW0840'THE CENTER LINE OF THE HIGHWAY, 3 FEET SE OF A 4- BY 4-INCH WHITE
 CW0840'WITNESS POST.  A BRONZE AZIMUTH DISK SET IN A DRILL HOLE IN AN
 CW0840'OUTCROPPING OF BEDROCK.  STAMPED COTTON 1943.
 CW0840'
 CW0840'TO REACH THE STATION FROM HOPE, GO W FOR 12.0 MILES ON STATE
 CW0840'HIGHWAY 83 TO THE JUNCTION OF HIGHWAY 13, AND STATION ON THE
 CW0840'RIGHT.
 CW0840'
 CW0840'HEIGHT OF LIGHT ABOVE STATION MARK - 4 METERS.
 CW0840
 CW0840                          STATION RECOVERY (1951)
 CW0840
 CW0840'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (EB)
 CW0840'STATION FOUND IN GOOD CONDITION.  WOODEN TOWER STILL UP.
 CW0840
 CW0840                          STATION RECOVERY (1960)
 CW0840
 CW0840'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 CW0840'RECOVERED IN GOOD CONDITION.
 CW0840
 CW0840                          STATION RECOVERY (1966)
 CW0840
 CW0840'RECOVERY NOTE BY US AIR FORCE 1966 (DEA)
 CW0840'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0818 ***********************************************************************
 CW0818  DESIGNATION -  COTTONWOOD
 CW0818  PID         -  CW0818
 CW0818  STATE/COUNTY-  NM/CHAVES
 CW0818  USGS QUAD   -  HOPE NE (1975)
 CW0818
 CW0818                         *CURRENT SURVEY CONTROL
 CW0818  ___________________________________________________________________
 CW0818* NAD 83(1992)-  32 58 42.45268(N)    104 31 38.25174(W)     ADJUSTED  
 CW0818* NAVD 88     -      1094.3    (meters)    3590.     (feet)  VERTCON   
 CW0818  ___________________________________________________________________
 CW0818  LAPLACE CORR-          -2.43  (seconds)                    DEFLEC99
 CW0818  GEOID HEIGHT-         -23.03  (meters)                     GEOID03
 CW0818
 CW0818  HORZ ORDER  -  SECOND
 CW0818
 CW0818.The horizontal coordinates were established by classical geodetic methods
 CW0818.and adjusted by the National Geodetic Survey in December 1993..
 CW0818
 CW0818.The NAVD 88 height was computed by applying the VERTCON shift value to
 CW0818.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CW0818
 CW0818.The Laplace correction was computed from DEFLEC99 derived deflections.
 CW0818
 CW0818.The geoid height was determined by GEOID03.
 CW0818
 CW0818;                    North         East     Units Scale Factor Converg.
 CW0818;SPC NM E     -   219,381.498   146,871.156   MT  0.99991314   -0 06 20.1
 CW0818;SPC NM E     -   719,754.13    481,859.78   sFT  0.99991314   -0 06 20.1
 CW0818;UTM  13      - 3,648,998.099   544,169.331   MT  0.99962405   +0 15 26.3
 CW0818
 CW0818!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CW0818!SPC NM E     -   0.99983183  x   0.99991314  =   0.99974499
 CW0818!UTM  13      -   0.99983183  x   0.99962405  =   0.99945595
 CW0818
 CW0818|---------------------------------------------------------------------|
 CW0818| PID    Reference Object                     Distance      Geod. Az  |
 CW0818|                                                           dddmmss.s |
 CW0818| CH8678 COTTONWOOD RM 1                      20.054 METERS 04442     |
 CW0818| CH8677 COTTONWOOD AZ MK                                   0875830.5 |
 CW0818| CH8679 COTTONWOOD RM 2                      26.140 METERS 30219     |
 CW0818|---------------------------------------------------------------------|
 CW0818
 CW0818                          SUPERSEDED SURVEY CONTROL
 CW0818
 CW0818  NAD 83(1986)-  32 58 42.45743(N)    104 31 38.24411(W) AD(       ) 2
 CW0818  NAD 27      -  32 58 42.06200(N)    104 31 36.36900(W) AD(       ) 2
 CW0818  NGVD 29 (07/19/86) 1093.8    (m)         3589.     (f) VERT ANG       
 CW0818
 CW0818.Superseded values are not recommended for survey control.
 CW0818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0818.See file dsdata.txt to determine how the superseded data were derived.
 CW0818
 CW0818_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES4416948998(NAD 83)
 CW0818_MARKER: DS = TRIANGULATION STATION DISK
 CW0818_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CW0818_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CW0818_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CW0818
 CW0818  HISTORY     - Date     Condition        Report By
 CW0818  HISTORY     - 1943     MONUMENTED       CGS
 CW0818  HISTORY     - 1969     GOOD             USAF
 CW0818
 CW0818                          STATION DESCRIPTION
 CW0818
 CW0818'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (EHB)
 CW0818'STATION IS LOCATED 12 MILES NW OF ARTESIA, 9-1/2 MILES WNW OF
 CW0818'LAKE ARTHUR, 1 MILE N OF THE CHAVES-EDDY COUNTY LINE, ON THE
 CW0818'CREST OF A FLAT-TOPPED RIDGE, IN THE COTTONWOOD IRRIGATION
 CW0818'DISTRICT, ABOUT 2 MILES N OF COTTONWOOD CREEK AND ABOUT 2 MILES
 CW0818'NNW OF WORLEY.
 CW0818'
 CW0818'STATION MARK IS 84.3 FEET S OF THE CENTER LINE OF THE ROAD,
 CW0818'65.8 FEET S OF AN E-W FENCE LINE, 9 FEET N OF A 4- BY 4-INCH
 CW0818'WITNESS POST.  A BRONZE STATION DISK SET IN THE TOP OF AN
 CW0818'11-INCH ROUND CONCRETE POST PROJECTING ABOUT 2 INCHES ABOVE
 CW0818'THE GROUND.  STAMPED COTTONWOOD 1943.
 CW0818'
 CW0818'UNDERGROUND STATION MARK WAS ESTABLISHED.
 CW0818'
 CW0818'REFERENCE MARK 1 IS 65.8 FEET NE OF THE STATION.  A BRONZE
 CW0818'REFERENCE DISK SET IN THE TOP OF A ROUND 12-INCH CONCRETE
 CW0818'POST PROJECTING ABOUT 1 INCH ABOVE THE GROUND.  STAMPED
 CW0818'COTTONWOOD NO 1 1943.
 CW0818'
 CW0818'REFERENCE MARK 2 IS 85.8 FEET WNW OF THE STATION.  A BRONZE
 CW0818'REFERENCE DISK SET IN THE TOP OF A ROUND 10-INCH CONCRETE
 CW0818'POST FLUSH WITH THE GROUND.  STAMPED COTTONWOOD NO 2 1943.
 CW0818'
 CW0818'AZIMUTH MARK IS 0.7 MILE E OF THE STATION, 93 FEET NW OF A
 CW0818'ROAD AND GATE LEADING TO A HOUSE, 14 FEET N OF THE CENTER LINE
 CW0818'OF THE ROAD, 2.5 FEET W OF A 4- BY 4-INCH WHITE WITNESS
 CW0818'POST, 1 FOOT S OF A FENCE LINE.  A BRONZE AZIMUTH DISK SET IN
 CW0818'THE TOP OF A ROUND 12-INCH CONCRETE POST PROJECTING ABOUT
 CW0818'1 INCH ABOVE THE GROUND.  STAMPED COTTONWOOD 1943.
 CW0818'
 CW0818'TO REACH THE STATION FROM LAKE ARTHUR, GO S FROM THE DEPOT
 CW0818'ALONG THE HIGHWAY FOR 1.4 MILES TO GRADED ROAD LEADING W, TURN
 CW0818'RIGHT AND GO W ON THE MAIN ROAD FOR 4.8 MILES TO CROSS ROADS,
 CW0818'CONTINUE STRAIGHT AHEAD W AND TRAVEL 4.2 MILES TO STATION
 CW0818'ON THE LEFT, ABOUT 0.1 MILE W OF A JUTTING FENCE LINE AND
 CW0818'WIRE GATE.
 CW0818'
 CW0818'HEIGHT OF LIGHT ABOVE STATION MARK- 6 METERS.
 CW0818
 CW0818                          STATION RECOVERY (1969)
 CW0818
 CW0818'RECOVERY NOTE BY US AIR FORCE 1969 (CMM)
 CW0818'STATION, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 CW0818'CONDITION.  NO SEARCH WAS CONDUCTED FOR THE AZIMUTH MARK.
 CW0818'A NEW ROUTE DESCRIPTION IS AS FOLLOWS--
 CW0818'
 CW0818'TO RACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 82
 CW0818'AND 285 IN ARTESIA, N.M., GO NORTH ON HIGHWAY 285 FOR 9.2
 CW0818'MILES TO A PAVED ROAD LEFT (COUNTY ROAD 438).  TURN LEFT
 CW0818'(WEST) ONTO THE PAVED ROAD FOR 6.1 MILES TO A GRAVEL ROAD
 CW0818'RIGHT (NORTH).  GO NORTH ON THE GRAVELED ROAD FOR ONE (1.0)
 CW0818'MILE TO A T INTERSECTION.  THENCE, TURN RIGHT (EAST) ON
 CW0818'GRAVELED ROAD FOR 0.9 MILE TO STATION ON THE RIGHT (SOUTH)
 CW0818'SIDE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0541 ***********************************************************************
 GN0541  DESIGNATION -  COUNT
 GN0541  PID         -  GN0541
 GN0541  STATE/COUNTY-  NM/RIO ARRIBA
 GN0541  USGS QUAD   -  VIGAS CANYON (1995)
 GN0541
 GN0541                         *CURRENT SURVEY CONTROL
 GN0541  ___________________________________________________________________
 GN0541* NAD 83(1992)-  36 30 10.37838(N)    107 16 26.25741(W)     ADJUSTED  
 GN0541* NAVD 88     -      2224.0    (meters)    7297.     (feet)  VERTCON   
 GN0541  ___________________________________________________________________
 GN0541  LAPLACE CORR-           3.70  (seconds)                    DEFLEC99
 GN0541  GEOID HEIGHT-         -19.87  (meters)                     GEOID03
 GN0541
 GN0541  HORZ ORDER  -  SECOND
 GN0541
 GN0541.The horizontal coordinates were established by classical geodetic methods
 GN0541.and adjusted by the National Geodetic Survey in December 1993..
 GN0541
 GN0541.The NAVD 88 height was computed by applying the VERTCON shift value to
 GN0541.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GN0541
 GN0541.The Laplace correction was computed from DEFLEC99 derived deflections.
 GN0541
 GN0541.The geoid height was determined by GEOID03.
 GN0541
 GN0541;                    North         East     Units Scale Factor Converg.
 GN0541;SPC NM C     -   610,796.647   408,273.395   MT  1.00000363   -0 36 33.0
 GN0541;SPC NM C     - 2,003,922.00  1,339,476.96   sFT  1.00000363   -0 36 33.0
 GN0541;UTM  13      - 4,042,132.618   296,346.659   MT  1.00011101   -1 21 11.4
 GN0541
 GN0541!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GN0541!SPC NM C     -   0.99965420  x   1.00000363  =   0.99965783
 GN0541!UTM  13      -   0.99965420  x   1.00011101  =   0.99976517
 GN0541
 GN0541|---------------------------------------------------------------------|
 GN0541| PID    Reference Object                     Distance      Geod. Az  |
 GN0541|                                                           dddmmss.s |
 GN0541| CD3302 COUNT RM 1                            7.752 METERS 09952     |
 GN0541| CD3301 COUNT AZ MK                                        1992527.5 |
 GN0541| CD3303 COUNT RM 2                            7.483 METERS 22018     |
 GN0541|---------------------------------------------------------------------|
 GN0541
 GN0541                          SUPERSEDED SURVEY CONTROL
 GN0541
 GN0541  NAD 83(1986)-  36 30 10.37660(N)    107 16 26.26274(W) AD(       ) 2
 GN0541  NAD 27      -  36 30 10.33980(N)    107 16 24.10600(W) AD(       ) 2
 GN0541  NGVD 29 (07/19/86) 2222.9    (m)         7293.     (f) VERT ANG       
 GN0541
 GN0541.Superseded values are not recommended for survey control.
 GN0541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0541.See file dsdata.txt to determine how the superseded data were derived.
 GN0541
 GN0541_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBA9634742133(NAD 83)
 GN0541_MARKER: DS = TRIANGULATION STATION DISK
 GN0541_SETTING: 66 = SET IN ROCK OUTCROP
 GN0541
 GN0541  HISTORY     - Date     Condition        Report By
 GN0541  HISTORY     - 1960     MONUMENTED       CGS
 GN0541
 GN0541                          STATION DESCRIPTION
 GN0541
 GN0541'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (HWK)
 GN0541'THE STATION IS APPROXIMATELY 23 MILES NORTH-NORTHEAST OF
 GN0541'COUNSELOR POST, 18 MILES NORTHWEST OF LINDRITH AND 4 MILES
 GN0541'WEST OF COUNTING PEN, ON THE SOUTHWEST RIM OF A MESA, WHICH
 GN0541'IS COVERED WITH SMALL PINON AND CEDAR TREES.
 GN0541'
 GN0541'TO REACH THE STATION FROM THE POST OFFICE IN CUBA, GO NORTHERLY
 GN0541'ON STATE HIGHWAY 44 FOR 3.6 MILE TO THE JUNCTION OF STATE
 GN0541'HIGHWAY 44 AND 96.  CONTINUE ON HIGHWAY 44 FOR 17.4 MILES
 GN0541'TO A SIDE ROAD RIGHT WHICH IS JUST AFTER CROSSING A BRIDGE.
 GN0541'TURN RIGHT, AND GO NORTHERLY ON THE MAIN TRAVELED SAND ROAD
 GN0541'FOR 28.3 MILES TO COUNTING PEN CROSSROAD AND WINDMILL AND
 GN0541'WOOD TANK.  TURN LEFT, GO WESTERLY ON A DIRT ROAD FOR 2.6
 GN0541'MILES TO A T-ROAD JUNCTION (THE ROAD FORMS A SMALL TRIANGLE).
 GN0541'TURN RIGHT, NORTHWEST, FOR 0.3 MILE TO A ROAD FORK.  BEAR
 GN0541'LEFT, WESTERLY, FOR 0.4 MILE TO A ROAD FORK.  BEAR LEFT, AND
 GN0541'GO 1.0 MILE TO A ROAD FORK.  BEAR LEFT AND GO 0.3 MILE TO A
 GN0541'REVERSE-Y.  CONTINUE ON THE MAIN TRAVELED ROAD FOR 0.3
 GN0541'MILE TO A ROAD FORK.  BEAR RIGHT AND CONTINUE ON THE MAIN
 GN0541'ROAD FOR 0.25 MILE TO A CROSSROAD.  TURN LEFT, SOUTHERLY
 GN0541'AS PER SIGN NWP N-7-8, AND GO 0.15 MILE TO A CROSSROAD.
 GN0541'CONTINUE STRAIGHT AHEAD, AND GO 0.8 MILE TO AN OIL WELL
 GN0541'AND SIGN NORTHWEST PRODUCTION CORP. WELL 7-8.* TURN
 GN0541'RIGHT, UP HILL, FOR 0.05 MILE TO THE HIGHEST POINT AND THE
 GN0541'END OF TRUCK TRAVEL.  PACK SOUTH UP BANK TO THE HIGHEST POINT,
 GN0541'THEN SOUTH-SOUTHWEST ALONG THE RIDGE FOR 1/4 MILE TO THE RIM
 GN0541'OF MESA AND THE STATION.  APPROXIMATELY A 15 MINUTE PACK.
 GN0541'
 GN0541'STATION MARK, A STANDARD DISK STAMPED COUNT 1960, IS CEMENTED
 GN0541'IN A DRILL HOLE IN OUTCROPPING BEDROCK.  IT IS ON THE SOUTH
 GN0541'END OF THE MESA.
 GN0541'
 GN0541'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED COUNT NO 1 1960,
 GN0541'IS CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK.
 GN0541'
 GN0541'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED COUNT NO 2 1960,
 GN0541'IS CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK.
 GN0541'
 GN0541'AZIMUTH MARK, A STANDARD DISK STAMPED COUNT 1960, IS CEMENTED
 GN0541'IN A DRILL HOLE IN A BOULDER WHICH PROJECTS 4 INCHES.  IT
 GN0541'IS 36 FEET SOUTHEAST OF THE CENTER OF A PIPE LINE.
 GN0541'
 GN0541'*TO REACH THE AZIMUTH MARK FROM THE OIL WELL AND SIGN NORTHWEST
 GN0541'PRODUCTION CORP. WELL 7-8, GO SOUTH-SOUTHWEST ON PIPE LINE
 GN0541'CLEARING FOR 0.6 MILE TO THE AZIMUTH MARK ON THE LEFT.
 GN0541'
 GN0541'NOTE.  REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0648 ***********************************************************************
 EP0648  DESIGNATION -  COUNTY COURTHOUSE
 EP0648  PID         -  EP0648
 EP0648  STATE/COUNTY-  NM/DE BACA
 EP0648  USGS QUAD   -  FORT SUMNER EAST (1982)
 EP0648
 EP0648                         *CURRENT SURVEY CONTROL
 EP0648  ___________________________________________________________________
 EP0648* NAD 83(1992)-  34 28 20.12715(N)    104 14 36.70424(W)     ADJUSTED  
 EP0648* NAVD 88     -      1229.     (meters)    4032.     (feet)  SCALED    
 EP0648  ___________________________________________________________________
 EP0648  LAPLACE CORR-          -0.62  (seconds)                    DEFLEC99
 EP0648  GEOID HEIGHT-         -23.61  (meters)                     GEOID03
 EP0648
 EP0648  HORZ ORDER  -  THIRD
 EP0648
 EP0648.The horizontal coordinates were established by classical geodetic methods
 EP0648.and adjusted by the National Geodetic Survey in December 1993..
 EP0648
 EP0648.The orthometric height was scaled from a topographic map.
 EP0648
 EP0648.The Laplace correction was computed from DEFLEC99 derived deflections.
 EP0648
 EP0648.The geoid height was determined by GEOID03.
 EP0648
 EP0648;                    North         East     Units Scale Factor Converg.
 EP0648;SPC NM E     -   385,041.723   173,249.615   MT  0.99990993   +0 03 03.0
 EP0648;SPC NM E     - 1,263,257.72    568,403.11   sFT  0.99990993   +0 03 03.0
 EP0648;UTM  13      - 3,814,780.558   569,470.225   MT  0.99965949   +0 25 41.5
 EP0648
 EP0648!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EP0648!SPC NM E     -   0.99981088  x   0.99990993  =   0.99972083
 EP0648!UTM  13      -   0.99981088  x   0.99965949  =   0.99947044
 EP0648
 EP0648                          SUPERSEDED SURVEY CONTROL
 EP0648
 EP0648  NAD 83(1992)-  34 28 20.13555(N)    104 14 36.69987(W) AD(       ) 3
 EP0648
 EP0648.Superseded values are not recommended for survey control.
 EP0648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EP0648.See file dsdata.txt to determine how the superseded data were derived.
 EP0648
 EP0648_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEU6947014781(NAD 83)
 EP0648_MARKER: 85 = CHIMNEY
 EP0648
 EP0648  HISTORY     - Date     Condition        Report By
 EP0648  HISTORY     - 1945     FIRST OBSERVED   USGS
 EP0648  HISTORY     - 20040618 GOOD             NGS
 EP0648
 EP0648                          STATION DESCRIPTION
 EP0648
 EP0648'DESCRIBED BY US GEOLOGICAL SURVEY 1945
 EP0648'STATION IS THE BRICK CHIMNEY OF DEBACA COUNTY COURTHOUSE, IN VILLAGE
 EP0648'OF FORT SUMNER.
 EP0648'
 EP0648'STATION MARK--BRICK CHIMNEY WAS INTERSECTED.
 EP0648
 EP0648                          STATION RECOVERY (2004)
 EP0648
 EP0648'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (DW)
 EP0648'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0605 ***********************************************************************
 GL0605  DESIGNATION -  COURT AZ MK
 GL0605  PID         -  GL0605
 GL0605  STATE/COUNTY-  NM/UNION
 GL0605  USGS QUAD   -  CLAYTON (1970)
 GL0605
 GL0605                         *CURRENT SURVEY CONTROL
 GL0605  ___________________________________________________________________
 GL0605* NAD 83(1986)-  36 26 54.     (N)    103 11 55.     (W)     SCALED    
 GL0605* NAVD 88     -      1532.956  (meters)    5029.37   (feet)  ADJUSTED  
 GL0605  ___________________________________________________________________
 GL0605  GEOID HEIGHT-         -22.00  (meters)                     GEOID03
 GL0605  DYNAMIC HT  -        1531.132 (meters)    5023.39  (feet)  COMP
 GL0605  MODELED GRAV-     979,388.6   (mgal)                       NAVD 88
 GL0605
 GL0605  VERT ORDER  -  FIRST     CLASS II
 GL0605
 GL0605.The horizontal coordinates were scaled from a topographic map and have
 GL0605.an estimated accuracy of +/- 6 seconds.
 GL0605
 GL0605.The orthometric height was determined by differential leveling
 GL0605.and adjusted by the National Geodetic Survey in June 1991..
 GL0605
 GL0605.The geoid height was determined by GEOID03.
 GL0605
 GL0605.The dynamic height is computed by dividing the NAVD 88
 GL0605.geopotential number by the normal gravity value computed on the
 GL0605.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0605.degrees latitude (g = 980.6199 gals.).
 GL0605
 GL0605.The modeled gravity was interpolated from observed gravity values.
 GL0605
 GL0605;                    North         East    Units  Estimated Accuracy
 GL0605;SPC NM E     -   604,860.      266,720.      MT  (+/- 180 meters Scaled)
 GL0605
 GL0605                          SUPERSEDED SURVEY CONTROL
 GL0605
 GL0605  NGVD 29 (??/??/92) 1532.213  (m)         5026.94   (f) ADJ UNCH    1 2
 GL0605
 GL0605.Superseded values are not recommended for survey control.
 GL0605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0605.See file dsdata.txt to determine how the superseded data were derived.
 GL0605
 GL0605_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA614351(NAD 83)
 GL0605_MARKER: DZ = AZIMUTH MARK DISK
 GL0605_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0605_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0605_STAMPING: COURT 1935 AZIMUTH
 GL0605_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0605+STABILITY: SURFACE MOTION
 GL0605
 GL0605  HISTORY     - Date     Condition        Report By
 GL0605  HISTORY     - 1935     MONUMENTED       CGS
 GL0605  HISTORY     - 1955     GOOD             NGS
 GL0605
 GL0605                          STATION DESCRIPTION
 GL0605
 GL0605'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GL0605'0.85 MI W FROM CLAYTON.
 GL0605'0.4 MILE SOUTHWEST ALONG STATE HIGHWAY 58 FROM THE COLORADO AND
 GL0605'SOUTHERN RAILROAD STATION AT CLAYTON, THENCE 0.45 MILE WEST ALONG OLD
 GL0605'STATE HIGHWAY 58, 0.15 MILE EAST OF THE TOP OF A HILL, 0.15 MILE WEST
 GL0605'OF A FARMHOUSE, 43 FEET SOUTH OF THE CENTER LINE OF THE OLD HIGHWAY, 2
 GL0605'FEET SOUTH OF A FENCE, 0.5 MILE NORTHWEST OF BENCH MARK R.M. 1 COURT,
 GL0605'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.7 FOOT ABOVE THE
 GL0605'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0600 ***********************************************************************
 GL0600  DESIGNATION -  COURT MAGNETIC STATION
 GL0600  PID         -  GL0600
 GL0600  STATE/COUNTY-  NM/UNION
 GL0600  USGS QUAD   -  CLAYTON (1970)
 GL0600
 GL0600                         *CURRENT SURVEY CONTROL
 GL0600  ___________________________________________________________________
 GL0600* NAD 83(1992)-  36 26 46.20433(N)    103 11 24.92281(W)     ADJUSTED  
 GL0600* NAVD 88     -      1537.392  (meters)    5043.93   (feet)  ADJUSTED  
 GL0600  ___________________________________________________________________
 GL0600  LAPLACE CORR-          -6.66  (seconds)                    DEFLEC99
 GL0600  GEOID HEIGHT-         -22.04  (meters)                     GEOID03
 GL0600  DYNAMIC HT  -        1535.565 (meters)    5037.93  (feet)  COMP
 GL0600  MODELED GRAV-     979,389.7   (mgal)                       NAVD 88
 GL0600
 GL0600  HORZ ORDER  -  SECOND
 GL0600  VERT ORDER  -  SECOND    CLASS 0
 GL0600
 GL0600.The horizontal coordinates were established by classical geodetic methods
 GL0600.and adjusted by the National Geodetic Survey in December 1993..
 GL0600
 GL0600.The orthometric height was determined by differential leveling
 GL0600.and adjusted by the National Geodetic Survey in June 1991..
 GL0600
 GL0600.The Laplace correction was computed from DEFLEC99 derived deflections.
 GL0600
 GL0600.The geoid height was determined by GEOID03.
 GL0600
 GL0600.The dynamic height is computed by dividing the NAVD 88
 GL0600.geopotential number by the normal gravity value computed on the
 GL0600.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0600.degrees latitude (g = 980.6199 gals.).
 GL0600
 GL0600.The modeled gravity was interpolated from observed gravity values.
 GL0600
 GL0600;                    North         East     Units Scale Factor Converg.
 GL0600;SPC NM E     -   604,628.918   267,473.072   MT  1.00003842   +0 40 44.8
 GL0600;SPC NM E     - 1,983,686.71    877,534.57   sFT  1.00003842   +0 40 44.8
 GL0600;UTM  13      - 4,034,958.835   662,192.195   MT  0.99992412   +1 04 31.2
 GL0600
 GL0600!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GL0600!SPC NM E     -   0.99976223  x   1.00003842  =   0.99980064
 GL0600!UTM  13      -   0.99976223  x   0.99992412  =   0.99968637
 GL0600
 GL0600|---------------------------------------------------------------------|
 GL0600| PID    Reference Object                     Distance      Geod. Az  |
 GL0600|                                                           dddmmss.s |
 GL0600| GL0604 COURT RM 3                           21.835 METERS 07922     |
 GL0600| GL1467 CLAYTON MUNICIPAL TANK              APPROX. 0.5 KM 0810710.3 |
 GL0600| GL0602 COURT RM 1                           26.011 METERS 14723     |
 GL0600| GL0603 COURT RM 2                           37.027 METERS 25812     |
 GL0600| GL0605 COURT AZ MK                                        2900129.3 |
 GL0600|---------------------------------------------------------------------|
 GL0600
 GL0600                          SUPERSEDED SURVEY CONTROL
 GL0600
 GL0600  NAD 83(1986)-  36 26 46.21555(N)    103 11 24.91660(W) AD(       ) 2
 GL0600  NAD 27      -  36 26 46.12140(N)    103 11 23.13750(W) AD(       ) 2
 GL0600  NGVD 29 (??/??/92) 1536.652  (m)         5041.50   (f) ADJ UNCH    2 0
 GL0600
 GL0600.Superseded values are not recommended for survey control.
 GL0600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0600.See file dsdata.txt to determine how the superseded data were derived.
 GL0600
 GL0600_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA6219234959(NAD 83)
 GL0600_MARKER: DB = BENCH MARK DISK
 GL0600_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0600_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0600_STAMPING: COURT 1930
 GL0600_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0600+STABILITY: SURFACE MOTION
 GL0600
 GL0600  HISTORY     - Date     Condition        Report By
 GL0600  HISTORY     - 1935     MONUMENTED       CGS
 GL0600  HISTORY     - 1939     GOOD             NGS
 GL0600  HISTORY     - 1955     MARK NOT FOUND   CGS
 GL0600  HISTORY     - 1955     MARK NOT FOUND   NGS
 GL0600  HISTORY     - 1971     MARK NOT FOUND   NGS
 GL0600
 GL0600                          STATION DESCRIPTION
 GL0600
 GL0600'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 GL0600'ON LAND OWNED BY THE CITY OF CLAYTON, JUST NORTH OF THE
 GL0600'NORTHWEST CORNER OF THE FENCED ENCLOSURE CONTAINING THE RACETRACK
 GL0600'AND GRANDSTAND, 0.3 MILE SOUTH-SOUTHWEST OF THE FOURTH WARD GRADE
 GL0600'SCHOOL, 0.5 MILE SOUTHWEST OF THE UNION COUNTY COURTHOUSE,
 GL0600'0.2 MILE SOUTHWEST OF THE INTERSECTION OF ADAMS STREET AND THIRD
 GL0600'AVENUE, 121 FEET EAST OF A NORTH-SOUTH WIRE FENCE, 90 FEET
 GL0600'NORTH OF A 6-FOOT BOARD FENCE, 190 FEET NORTHEAST OF A FENCE
 GL0600'T-INTERSECTION AND NEAR THE CENTER OF A SMALL, TRIANGULAR
 GL0600'ORCHARD.  TO REACH THE STATION FROM THE SOUTHWEST OF THE
 GL0600'UNION COUNTY COURTHOUSE DRIVE WEST ONE BLOCK, PASS TO THE
 GL0600'LEFT OF A SMALL, STUCCO HOUSE AND DRIVE SOUTHWEST 0.2 MILE
 GL0600'TO THE EDGE OF A SMALL ORCHARD AND STATION.  THE STATION
 GL0600'IS MARKED WITH A STANDARD U.S.C. AND G.S.  MAGNETIC
 GL0600'STATION MARK SET IN A 6-INCH SQUARE OF CONCRETE.  THE
 GL0600'REFERENCE AND AZIMUTH MARKS ARE STANDARD DISKS SET IN
 GL0600'CONCRETE.  REFERENCE MARK NO. 1 IS 181 FEET
 GL0600'EAST-NORTHEAST OF A FENCE T-INTERSECTION, 1 FOOT NORTH OF A
 GL0600'BOARD FENCE, AND 26.035 METERS (85.42 FEET) FROM STATION.
 GL0600'NO. 2 IS 124 FEET NORTH OF A
 GL0600'FENCE T-INTERSECTION, 1 FOOT EAST OF A NORTH-SOUTH FENCE AND
 GL0600'121.54 FEET FROM STATION.  THE
 GL0600'AZIMUTH MARK IS 44 FEET SOUTH OF CENTER LINE OF STATE
 GL0600'HIGHWAY 58, 3 FEET SOUTH OF AN EAST-WEST FENCE AND 0.5 MILE FROM
 GL0600'STATION.
 GL0600
 GL0600                          STATION RECOVERY (1939)
 GL0600
 GL0600'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1939
 GL0600'IN CLAYTON.
 GL0600'AT RACE TRACK - CLAYTON FAIR GROUNDS.  IN THE SOUTHWEST SECTION OF
 GL0600'CLAYTON FAIR GROUNDS.  0.2 MILES SOUTHWEST OF A SMALL STUCCO HOUSE IN
 GL0600'NORTHEAST CORNER OF FAIR GROUNDS.  190 FEET NORTHEAST OF A T FENCE.
 GL0600'121 FEET EAST OF NORTH AND SOUTH WIRE FENCE.  90 FEET NORTH OF A SIX
 GL0600'FOOT BOARD FENCE.
 GL0600
 GL0600                          STATION RECOVERY (1955)
 GL0600
 GL0600'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (HDR)
 GL0600'TRIANGULATION STATION COURT WAS SEARCHED FOR BUT NOT RECOVERED.
 GL0600'PART OF A CONCRETE POST WAS FOUND AND THE MARK HAS PROBABLY
 GL0600'BEEN DESTROYED.
 GL0600'
 GL0600'R.M. 1 COURT IS AT CLAYTON, AT THE FAIRGROUNDS, 44 FEET
 GL0600'NORTHWEST OF THE CENTER LINE OF A ROAD, 27 FEET NORTHEAST
 GL0600'OF THE CENTER OF THE ENTRANCE TO A SMALL PARK, 9 FEET NORTHWEST
 GL0600'OF A FENCE, 11 FEET SOUTHEAST OF A ROW OF TREES, A REFERENCE
 GL0600'MARK DISK SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 GL0600'0.2 FOOT ABOVE THE GROUND, STAMPED COURT 1935 NO 1.
 GL0600'
 GL0600'R.M. 2 COURT IS AT CLAYTON, AT THE FAIRGROUNDS, 124 FEET
 GL0600'NORTH OF A FENCE, 4.5 FEET SOUTH OF A TELEPHONE POLE, 9.5
 GL0600'FEET WEST OF A ROW OF TREES, 1 FOOT EAST OF A FENCE, A REFERENCE
 GL0600'MARK DISK SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 GL0600'0.2 FOOT ABOVE THE GROUND, STAMPED COURT 1935 NO 2.
 GL0600'
 GL0600'COURT 1935 AZIMUTH IS 0.5 MILE NORTHWEST OF R.M. 1 COURT,
 GL0600'0.15 MILE EAST OF THE TOP OF A HILL, 0.15 MILE WEST OF A
 GL0600'FARMHOUSE, 43 FEET SOUTH OF THE CENTER LINE OF THE OLD
 GL0600'HIGHWAY, 2 FEET SOUTH OF A FENCE, AN AZIMUTH MARK DISK SET
 GL0600'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.7 FOOT ABOVE THE
 GL0600'GROUND, STAMPED COURT 1935 AZIMUTH.
 GL0600
 GL0600                          STATION RECOVERY (1955)
 GL0600
 GL0600'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 GL0600'MARK NOT FOUND.
 GL0600
 GL0600                          STATION RECOVERY (1971)
 GL0600
 GL0600'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 GL0600'THE STATION MARK WAS FOUND DESTROYED.  APPARENTLY NO SUB-SURFACE
 GL0600'MARK WAS ESTABLISHED.  THE AZIMUTH MARK AND REFERENCE MARKS
 GL0600'1 AND 2 WERE RECOVERED AND FOUND IN GOOD CONDITION.  STATION
 GL0600'COURT 1935 WAS REESTABLISHED FROM THE DISTANCE AND DIRECTION
 GL0600'FROM THE AZIMUTH MARK AND REFERENCE MARKS.
 GL0600'
 GL0600'THE STATION IS LOCATED ON THE WEST EDGE OF CLAYTON, IN THE
 GL0600'CLAYTON CITY PARK.
 GL0600'
 GL0600'TO REACH THE STATION FROM THE SOUTHEAST CORNER OF THE UNION
 GL0600'COUNTY COURTHOUSE IN CLAYTON, GO SOUTH ON FIRST STREET FOR
 GL0600'0.2 MILE TO THE INTERSECTION OF VAN BUREN STREET.  TURN RIGHT
 GL0600'AND GO WEST ON VAN BUREN STREET FOR 0.1 MILE TO THE ENTRANCE
 GL0600'TO THE FAIRGROUNDS, CONTINUE STRAIGHT AHEAD WESTERLY ON SURFACE
 GL0600'ROAD THROUGH FAIRGROUNDS FOR 0.15 MILE TO THE ENTRANCE TO
 GL0600'PARK ON THE RIGHT AND STATION.
 GL0600'
 GL0600'STATION MARKS ARE STANDARD DISKS, STAMPED COURT 1935 1971.
 GL0600'THE SURFACE MARK IS SET IN THE TOP OF A ROUND CONCRETE POST
 GL0600'THAT IS ABOUT 2-INCHES BELOW THE SURFACE OF THE GROUND.  IT
 GL0600'IS 77 FEET NORTH OF THE SOUTH ENTRANCE TO PARK, WHICH WOULD
 GL0600'BE ON LINE WITH AN EAST-WEST ROW OF TREES THAT BORDERS THE
 GL0600'SOUTH SIDE OF THE PARK, 74 FEET WEST OF A WATER-SPIGOT, 19
 GL0600'FEET NORTH OF A EAST-WEST ROW OF TREES, 8 FEET WEST OF THE
 GL0600'CENTER OF THE MIDDLE ONE OF THREE ROADS THROUGH PARK AND IN
 GL0600'LINE WITH A NORTH-SOUTH ROW OF TREES.
 GL0600'
 GL0600'REFERENCE MARK NO. 1 IS A STANDARD DISK, STAMPED COURT NO 1
 GL0600'1935, SET IN THE TOP OF A SQUARE CONCRETE POST THAT IS FLUSH
 GL0600'WITH THE GROUND.  IT IS 42 FEET NORTHWEST OF THE CENTER OF
 GL0600'SURFACE ROAD THAT LEADS TO THE FAIRGROUND BUILDINGS, 32 FEET
 GL0600'EAST OF THE SOUTH ENTRANCE TO PARK, 93 FEET SOUTH-SOUTHWEST OF
 GL0600'A WATER-SPIGOT AND 11 FEET SOUTHEAST OF A EAST-WEST ROW OF
 GL0600'TREES.
 GL0600'
 GL0600'REFERENCE MARK NO. 2 IS A STANDARD DISK, STAMPED COURT NO 2 1935,
 GL0600'SET IN THE TOP OF A SQUARE CONCRETE POST THAT PROJECTS ABOUT
 GL0600'3-INCHES.  IT IS 94 FEET NORTH OF A HI-LINE POLE WITH LIGHT,
 GL0600'WHICH IS LOCATED AT THE SOUTHWEST CORNER OF PARK, 24 FEET
 GL0600'SOUTH OF A HI-LINE POLE AND 9 FEET WEST OF A NORTH-SOUTH ROW OF
 GL0600'TREES THAT BORDERS THE WEST SIDE OF PARK.
 GL0600'
 GL0600'REFERENCE MARK NO. 3 IS A STANDARD DISK, STAMPED COURT 1935
 GL0600'NO 3 1971, SET IN A DRILL HOLE IN A 3 X 6 FT. CONCRETE SLAB,
 GL0600'THAT PROJECTS ABOUT 12-INCHES AND IS LOCATED ON THE EAST EDGE
 GL0600'OF PARK AND AT THE WEST EDGE OF WATER-SPIGOT.
 GL0600'
 GL0600'AZIMUTH MARK IS A STANDARD DISK, STAMPED COURT 1935 AZIMUTH,
 GL0600'SET IN THE TOP OF A SQUARE CONCRETE POST THAT PROJECTS 6-INCHES.
 GL0600'IT IS 42 FEET SOUTH OF THE CENTER OF ROAD, 2.4 FEET SOUTH OF A
 GL0600'FENCE-LINE AND 3.6 FEET SOUTH OF A METAL WITNESS POST.
 GL0600'
 GL0600'TO REACH THE AZIMUTH MARK FROM THE SOUTHEAST CORNER OF THE
 GL0600'UNION COUNTY COURTHOUSE IN CLAYTON, GO NORTHERLY ON FIRST
 GL0600'STREET FOR 0.15 MILE TO THE INTERSECTION OF MONROE STREET (U.S.
 GL0600'HWY. 56).  TURN LEFT AND GO WESTERLY ON MONROE STREET (U.S.
 GL0600'HWY. 56) FOR 0.25 MILE TO A GRAVELED ROAD ON THE RIGHT.  (AT
 GL0600'ONE TIME WAS U.S. HWY. 56), KEEP RIGHT AND GO NORTHWESTERLY
 GL0600'ON GRAVELED ROAD FOR 0.5 MILE TO AZIMUTH MARK ON THE LEFT
 GL0600'IN PASTURE.
 GL0600'
 GL0600'NOTE--THE VALUE OF THIS STATION FOR FUTURE USE AS A MAGNETIC
 GL0600'STATION IS QUESTIONABLE.
 GL0600'
 GL0600'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--CLAYTON
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0601 ***********************************************************************
 GL0601  DESIGNATION -  COURT RESET
 GL0601  PID         -  GL0601
 GL0601  STATE/COUNTY-  NM/UNION
 GL0601  USGS QUAD   -  CLAYTON (1970)
 GL0601
 GL0601                         *CURRENT SURVEY CONTROL
 GL0601  ___________________________________________________________________
 GL0601* NAD 83(1986)-  36 26 46.     (N)    103 11 23.     (W)     SCALED    
 GL0601* NAVD 88     -      1537.13   (meters)    5043.1    (feet)  RESET     
 GL0601  ___________________________________________________________________
 GL0601  GEOID HEIGHT-         -22.04  (meters)                     GEOID03
 GL0601
 GL0601  VERT ORDER  -  THIRD
 GL0601
 GL0601.The horizontal coordinates were scaled from a topographic map and have
 GL0601.an estimated accuracy of +/- 6 seconds.
 GL0601
 GL0601.The orthometric height was computed from unverified reset data.
 GL0601
 GL0601.The geoid height was determined by GEOID03.
 GL0601
 GL0601;                    North         East    Units  Estimated Accuracy
 GL0601;SPC NM E     -   604,620.      267,520.      MT  (+/- 180 meters Scaled)
 GL0601
 GL0601                          SUPERSEDED SURVEY CONTROL
 GL0601
 GL0601.No superseded survey control is available for this station.
 GL0601
 GL0601_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA622349(NAD 83)
 GL0601_MARKER: DS = TRIANGULATION STATION DISK
 GL0601_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0601_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0601_STAMPING: COURT 1935 1971
 GL0601_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0601+STABILITY: SURFACE MOTION
 GL0601
 GL0601  HISTORY     - Date     Condition        Report By
 GL0601  HISTORY     - 1971     MONUMENTED       CGS
 GL0601
 GL0601                          STATION DESCRIPTION
 GL0601
 GL0601'DESCRIBED BY COAST AND GEODETIC SURVEY 1971
 GL0601'0.5 MI W FROM CLAYTON.
 GL0601'FROM SOUTHEAST CORNER OF THE UNION COUNTY COURTHOUSE, GO SOUTH ON
 GL0601'FIRST STREET FOR 0.2 MILE TO THE INTERSECTION OF VAN BUREN STREET,
 GL0601'TURN RIGHT AND GO WEST ON VAN BUREN STREET FOR 0.1 MILE TO THE
 GL0601'ENTRANCE TO FAIR-GROUNDS, CONTINUE WEST ON SURFACE ROAD THROUGH
 GL0601'FAIR-GROUNDS FOR 0.15 MILE TO THE ENTRANCE TO PARK ON THE RIGHT AND
 GL0601'MARK.  IT IS 77 FEET NORTH OF THE SOUTH ENTRANCE TO PARK, WHICH WOULD
 GL0601'BE ON LINE WITH A EAST-WEST ROW OF TREES THAT BORDERS THE SOUTH SIDE
 GL0601'OF PARK, 74 FEET WEST OF A WATER-SPIGOT, 19 FEET NORTH OF EAST-WEST
 GL0601'ROW OF TREES, 8 FEET WEST OF THE CENTER OF THE MIDDLE ONE OF THREE
 GL0601'ROADS THAT PASS THROUGH THE PARK AND IS IN LINE WITH A NORTH-SOUTH ROW
 GL0601'OF TREES.  A STANDARD TRIANGULATION DISK, SET IN THE TOP OF A ROUND
 GL0601'CONCRETE POST THAT IS ABOUT 2-INCHES BELOW THE SURFACE OF THE GROUND
 GL0601'AND IS STAMPED COURT 1935 1971.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0602 ***********************************************************************
 GL0602  DESIGNATION -  COURT RM 1
 GL0602  PID         -  GL0602
 GL0602  STATE/COUNTY-  NM/UNION
 GL0602  USGS QUAD   -  CLAYTON (1970)
 GL0602
 GL0602                         *CURRENT SURVEY CONTROL
 GL0602  ___________________________________________________________________
 GL0602* NAD 83(1986)-  36 26 46.     (N)    103 11 23.     (W)     SCALED    
 GL0602* NAVD 88     -      1537.176  (meters)    5043.22   (feet)  ADJUSTED  
 GL0602  ___________________________________________________________________
 GL0602  GEOID HEIGHT-         -22.04  (meters)                     GEOID03
 GL0602  DYNAMIC HT  -        1535.349 (meters)    5037.22  (feet)  COMP
 GL0602  MODELED GRAV-     979,389.7   (mgal)                       NAVD 88
 GL0602
 GL0602  VERT ORDER  -  FIRST     CLASS II
 GL0602
 GL0602.The horizontal coordinates were scaled from a topographic map and have
 GL0602.an estimated accuracy of +/- 6 seconds.
 GL0602
 GL0602.The orthometric height was determined by differential leveling
 GL0602.and adjusted by the National Geodetic Survey in June 1991..
 GL0602.WARNING-Repeat measurements at this control monument indicate possible
 GL0602.vertical movement.
 GL0602
 GL0602.The geoid height was determined by GEOID03.
 GL0602
 GL0602.The dynamic height is computed by dividing the NAVD 88
 GL0602.geopotential number by the normal gravity value computed on the
 GL0602.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0602.degrees latitude (g = 980.6199 gals.).
 GL0602
 GL0602.The modeled gravity was interpolated from observed gravity values.
 GL0602
 GL0602;                    North         East    Units  Estimated Accuracy
 GL0602;SPC NM E     -   604,620.      267,520.      MT  (+/- 180 meters Scaled)
 GL0602
 GL0602                          SUPERSEDED SURVEY CONTROL
 GL0602
 GL0602  NGVD 29 (??/??/92) 1536.435  (m)         5040.79   (f) ADJ UNCH    1 2
 GL0602
 GL0602.Superseded values are not recommended for survey control.
 GL0602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0602.See file dsdata.txt to determine how the superseded data were derived.
 GL0602
 GL0602_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA622349(NAD 83)
 GL0602_MARKER: DR = REFERENCE MARK DISK
 GL0602_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0602_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0602_STAMPING: COURT NO 1 1935
 GL0602_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0602+STABILITY: SURFACE MOTION
 GL0602_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GL0602+SATELLITE: SATELLITE OBSERVATIONS - August 09, 2005
 GL0602
 GL0602  HISTORY     - Date     Condition        Report By
 GL0602  HISTORY     - 1935     MONUMENTED       CGS
 GL0602  HISTORY     - 1971     GOOD             NGS
 GL0602  HISTORY     - 20050809 GOOD             USPSQD
 GL0602
 GL0602                          STATION DESCRIPTION
 GL0602
 GL0602'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 GL0602'0.5 MI W FROM CLAYTON.
 GL0602'MARK RECOVERED AND FOUND IN GOOD CONDITION.  FROM THE SOUTHEAST CORNER
 GL0602'OF THE UNION COUNTY COURTHOUSE, GO SOUTH ON FIRST STREET FOR 0.2 MILE
 GL0602'TO THE INTERSECTION OF VAN BUREN STREET, GO WEST ON VAN BUREN STREET
 GL0602'FOR 0.1 MILE TO ENTRANCE TO FAIR-GROUNDS, CONTINUE WEST THROUGH
 GL0602'FAIR-GROUNDS FOR 0.15 MILE TO ENTRANCE TO PARK ON THE RIGHT AND MARK
 GL0602'ON THE RIGHT.  IT IS 42 FEET NORTH OF THE CENTER OF SURFACE ROAD, 32
 GL0602'FEET EAST OF THE SOUTH ENTRANCE TO PARK, AND 11 FEET SOUTHEAST OF A
 GL0602'EAST-WEST ROW OF TREES.  A STANDARD REFERENCE MARK DISK SET IN THE TOP
 GL0602'OF A SQUARE CONCRETE POST THAT IS ABOUT FLUSH WITH THE GROUND AND IS
 GL0602'STAMPED COURT NO 1 1935.
 GL0602
 GL0602                          STATION RECOVERY (2005)
 GL0602
 GL0602'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 GL0602'SAME AS LAST YEAR.  STILL GOOD.
 GL0602' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0603 ***********************************************************************
 GL0603  DESIGNATION -  COURT RM 2
 GL0603  PID         -  GL0603
 GL0603  STATE/COUNTY-  NM/UNION
 GL0603  USGS QUAD   -  CLAYTON (1970)
 GL0603
 GL0603                         *CURRENT SURVEY CONTROL
 GL0603  ___________________________________________________________________
 GL0603* NAD 83(1986)-  36 26 44.     (N)    103 11 30.     (W)     SCALED    
 GL0603* NAVD 88     -      1537.065  (meters)    5042.85   (feet)  ADJUSTED  
 GL0603  ___________________________________________________________________
 GL0603  GEOID HEIGHT-         -22.03  (meters)                     GEOID03
 GL0603  DYNAMIC HT  -        1535.239 (meters)    5036.86  (feet)  COMP
 GL0603  MODELED GRAV-     979,389.7   (mgal)                       NAVD 88
 GL0603
 GL0603  VERT ORDER  -  FIRST     CLASS II
 GL0603
 GL0603.The horizontal coordinates were scaled from a topographic map and have
 GL0603.an estimated accuracy of +/- 6 seconds.
 GL0603
 GL0603.The orthometric height was determined by differential leveling
 GL0603.and adjusted by the National Geodetic Survey in June 1991..
 GL0603.WARNING-Repeat measurements at this control monument indicate possible
 GL0603.vertical movement.
 GL0603
 GL0603.The geoid height was determined by GEOID03.
 GL0603
 GL0603.The dynamic height is computed by dividing the NAVD 88
 GL0603.geopotential number by the normal gravity value computed on the
 GL0603.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0603.degrees latitude (g = 980.6199 gals.).
 GL0603
 GL0603.The modeled gravity was interpolated from observed gravity values.
 GL0603
 GL0603;                    North         East    Units  Estimated Accuracy
 GL0603;SPC NM E     -   604,560.      267,350.      MT  (+/- 180 meters Scaled)
 GL0603
 GL0603                          SUPERSEDED SURVEY CONTROL
 GL0603
 GL0603  NGVD 29 (??/??/92) 1536.324  (m)         5040.42   (f) ADJ UNCH    1 2
 GL0603
 GL0603.Superseded values are not recommended for survey control.
 GL0603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0603.See file dsdata.txt to determine how the superseded data were derived.
 GL0603
 GL0603_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA620348(NAD 83)
 GL0603_MARKER: DR = REFERENCE MARK DISK
 GL0603_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0603_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0603_STAMPING: COURT NO 2 1935
 GL0603_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0603+STABILITY: SURFACE MOTION
 GL0603_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GL0603+SATELLITE: SATELLITE OBSERVATIONS - August 09, 2005
 GL0603
 GL0603  HISTORY     - Date     Condition        Report By
 GL0603  HISTORY     - 1935     MONUMENTED       CGS
 GL0603  HISTORY     - 1971     GOOD             NGS
 GL0603  HISTORY     - 20040806 GOOD             USPSQD
 GL0603  HISTORY     - 20050809 GOOD             USPSQD
 GL0603
 GL0603                          STATION DESCRIPTION
 GL0603
 GL0603'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 GL0603'0.5 MI W FROM CLAYTON.
 GL0603'MARK WAS RECOVERED AND FOUND IN GOOD CONDITION, FROM THE SOUTHEAST
 GL0603'CORNER OF THE UNION COUNTY COURTHOUSE, GO SOUTH ON FIRST STREET FOR
 GL0603'0.2 MILE TO THE INTERSECTION OF VAN BUREN STREET, GO WEST ON VAN BUREN
 GL0603'STREET FOR 0.1 MILE TO THE ENTRANCE TO FAIR-GROUNDS, CONTINUE WEST
 GL0603'THROUGH FAIR-GROUNDS FOR 0.15 MILE TO THE ENTRANCE TO PARK ON THE
 GL0603'RIGHT, BEAR RIGHT INTO PARK AND MARK.  IT IS 94 FEET NORTH OF A
 GL0603'HI-LINE POLE WITH LIGHT, WHICH IS LOCATED AT THE SOUTHWEST CORNER OF
 GL0603'PARK, 24 FEET SOUTH OF A HI-LINE POLE AND 9 FEET WEST OF A ROW OF
 GL0603'TREES THAT BORDER THE WEST SIDE OF THE PARK.  A STANDARD REFERENCE
 GL0603'MARK DISK, SET IN THE TOP OF A SQUARE CONCRETE POST THAT PROJECTS
 GL0603'3-INCHES AND STAMPED COURT NO 2 1935.
 GL0603
 GL0603                          STATION RECOVERY (2004)
 GL0603
 GL0603'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 GL0603'RECOVERED IN GOOD CONDITION.
 GL0603
 GL0603                          STATION RECOVERY (2005)
 GL0603
 GL0603'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 GL0603'SAME AS LAST YEAR.  STILL GOOD.
 GL0603' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0604 ***********************************************************************
 GL0604  DESIGNATION -  COURT RM 3
 GL0604  PID         -  GL0604
 GL0604  STATE/COUNTY-  NM/UNION
 GL0604  USGS QUAD   -  CLAYTON (1970)
 GL0604
 GL0604                         *CURRENT SURVEY CONTROL
 GL0604  ___________________________________________________________________
 GL0604* NAD 83(1986)-  36 26 46.     (N)    103 11 23.     (W)     SCALED    
 GL0604* NAVD 88     -      1537.47   (meters)    5044.2    (feet)  RESET     
 GL0604  ___________________________________________________________________
 GL0604  GEOID HEIGHT-         -22.04  (meters)                     GEOID03
 GL0604
 GL0604  VERT ORDER  -  THIRD
 GL0604
 GL0604.The horizontal coordinates were scaled from a topographic map and have
 GL0604.an estimated accuracy of +/- 6 seconds.
 GL0604
 GL0604.The orthometric height was computed from unverified reset data.
 GL0604
 GL0604.The geoid height was determined by GEOID03.
 GL0604
 GL0604;                    North         East    Units  Estimated Accuracy
 GL0604;SPC NM E     -   604,620.      267,520.      MT  (+/- 180 meters Scaled)
 GL0604
 GL0604                          SUPERSEDED SURVEY CONTROL
 GL0604
 GL0604.No superseded survey control is available for this station.
 GL0604
 GL0604_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA622349(NAD 83)
 GL0604_MARKER: DR = REFERENCE MARK DISK
 GL0604_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GL0604_SP_SET: CONCRETE SLAB
 GL0604_STAMPING: COURT NO 3 1935 1971
 GL0604_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GL0604_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GL0604+SATELLITE: SATELLITE OBSERVATIONS - August 09, 2005
 GL0604
 GL0604  HISTORY     - Date     Condition        Report By
 GL0604  HISTORY     - 1971     MONUMENTED       NGS
 GL0604  HISTORY     - 20040806 GOOD             USPSQD
 GL0604  HISTORY     - 20050809 GOOD             USPSQD
 GL0604
 GL0604                          STATION DESCRIPTION
 GL0604
 GL0604'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 GL0604'0.5 MI W FROM CLAYTON.
 GL0604'FROM THE SOUTHEAST CORNER OF THE UNION COUNTY COURTHOUSE IN CLAYTON,
 GL0604'GO SOUTH ON FIRST STREET FOR 0.2 MILE TO THE INTERSECTION OF VAN BUREN
 GL0604'STREET, TURN RIGHT AND GO WEST ON VAN BUREN STREET FOR 0.1 MILE TO THE
 GL0604'ENTRANCE TO FAIR-GROUNDS, CONTINUE WEST ON SURFACE ROAD THROUGH
 GL0604'FAIR-GROUNDS FOR 0.15 MILE TO ENTRANCE TO PARK ON THE RIGHT, BEAR
 GL0604'RIGHT INTO PARK AND MARK ON EAST EDGE OF PARK.  IT IS A STANDARD
 GL0604'REFERENCE MARK DISK, STAMPED COURT NO 3 1935 1971, SET IN A DRILL-HOLE
 GL0604'IN A 3 X 6 FT. CONCRETE SLAB THAT PROJECTS ABOUT 12-INCHES AND IS
 GL0604'LOCATED ON THE EAST EDGE OF PARK AND ON THE WEST SIDE OF WATER-SPIGOT.
 GL0604
 GL0604                          STATION RECOVERY (2004)
 GL0604
 GL0604'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 GL0604'RECOVERED IN GOOD CONDITION.
 GL0604
 GL0604                          STATION RECOVERY (2005)
 GL0604
 GL0604'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 GL0604'SAME AS LAST YEAR.  STILL GOOD.
 GL0604' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0500 ***********************************************************************
 FP0500  DESIGNATION -  COUSINS
 FP0500  PID         -  FP0500
 FP0500  STATE/COUNTY-  NM/MCKINLEY
 FP0500  USGS QUAD   -  VANDERWAGEN DRAW (1972)
 FP0500
 FP0500                         *CURRENT SURVEY CONTROL
 FP0500  ___________________________________________________________________
 FP0500* NAD 83(1992)-  35 14 41.94444(N)    108 51 22.60469(W)     ADJUSTED  
 FP0500* NAVD 88     -      2189.     (meters)    7182.     (feet)  SCALED    
 FP0500  ___________________________________________________________________
 FP0500  LAPLACE CORR-           2.75  (seconds)                    DEFLEC99
 FP0500  GEOID HEIGHT-         -21.71  (meters)                     GEOID03
 FP0500
 FP0500  HORZ ORDER  -  FIRST
 FP0500
 FP0500.The horizontal coordinates were established by classical geodetic methods
 FP0500.and adjusted by the National Geodetic Survey in December 1993..
 FP0500
 FP0500.The orthometric height was scaled from a topographic map.
 FP0500
 FP0500.The Laplace correction was computed from DEFLEC99 derived deflections.
 FP0500
 FP0500.The geoid height was determined by GEOID03.
 FP0500
 FP0500;                    North         East     Units Scale Factor Converg.
 FP0500;SPC NM W     -   471,238.243   736,902.426   MT  1.00002344   -0 35 25.3
 FP0500;SPC NM W     - 1,546,054.14  2,417,654.04   sFT  1.00002344   -0 35 25.3
 FP0500;UTM  12      - 3,902,317.717   695,048.586   MT  1.00006887   +1 14 14.9
 FP0500
 FP0500!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FP0500!SPC NM W     -   0.99965993  x   1.00002344  =   0.99968336
 FP0500!UTM  12      -   0.99965993  x   1.00006887  =   0.99972878
 FP0500
 FP0500:                Primary Azimuth Mark                     Grid Az
 FP0500:SPC NM W     -  EBON                                     022 17 54.4
 FP0500:UTM  12      -  EBON                                     020 28 14.2
 FP0500
 FP0500|---------------------------------------------------------------------|
 FP0500| PID    Reference Object                     Distance      Geod. Az  |
 FP0500|                                                           dddmmss.s |
 FP0500| FP0538 EBON                                APPROX.43.0 KM 0214229.1 |
 FP0500| CD3304 COUSINS AZ MK                                      0311330.5 |
 FP0500| CD3305 COUSINS RM 1                         11.625 METERS 05758     |
 FP0500| FP0501 LOS ANGELES ALBUQ AWY BN 57 58      APPROX.21.5 KM 1644706.8 |
 FP0500| CD3306 COUSINS RM 2                         19.751 METERS 17357     |
 FP0500|---------------------------------------------------------------------|
 FP0500
 FP0500                          SUPERSEDED SURVEY CONTROL
 FP0500
 FP0500  NAD 83(1992)-  35 14 41.94466(N)    108 51 22.60485(W) AD(       ) 1
 FP0500  NAD 83(1986)-  35 14 41.94358(N)    108 51 22.60330(W) AD(       ) 1
 FP0500  NAD 27      -  35 14 41.84400(N)    108 51 20.29600(W) AD(       ) 1
 FP0500
 FP0500.Superseded values are not recommended for survey control.
 FP0500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0500.See file dsdata.txt to determine how the superseded data were derived.
 FP0500
 FP0500_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXE9504902318(NAD 83)
 FP0500_MARKER: DS = TRIANGULATION STATION DISK
 FP0500_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FP0500
 FP0500  HISTORY     - Date     Condition        Report By
 FP0500  HISTORY     - 1936     MONUMENTED       CGS
 FP0500  HISTORY     - 1971     GOOD             NMHD
 FP0500  HISTORY     - 1971     GOOD             NGS
 FP0500  HISTORY     - 1972     GOOD             USGS
 FP0500
 FP0500                          STATION DESCRIPTION
 FP0500
 FP0500'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JDT)
 FP0500'STATION IS LOCATED ABOUT 21 MILES SOUTH-SOUTHWEST OF GALLUP,
 FP0500'12 MILES NORTH OF ZUNI, 11 MILES EAST OF THE ARIZONA-NEW MEXICO
 FP0500'LINE N SEC. 28, T. 12 N., R. 19 W., AND ON A LARGE, FLAT,
 FP0500'SANDY, WOODED RIDGE BETWEEN WHITE WATER CREEK AND ZUNI RIVER.
 FP0500'TO REACH STATION FROM THE INTERSECTION OF U.S. HIGHWAY 66
 FP0500'AND STATE HIGHWAY 32 IN GALLUP, GO SOUTH 21.4 MILES GO WEST
 FP0500'ON IMPROVED DIRT ROAD 4.9 MILES TO A FARM ROAD LEADNG SOUTHWEST
 FP0500'UP HILL, FOLLOW THIS ROAD 0.3 MILE TO Y, BEAR RIGHT AND FOLLOW
 FP0500'DIM TRACKS WEST ALONG TOP OF RIDGE 0.2 MILE TO HIGHEST POINT
 FP0500'AND STATION.  THE SURFACE, UNDERGROUND, REFERENCE, AND
 FP0500'AZIMUTH MARKS ARE STANDARD DISKS SET IN CONCRETE MONUMENTS.
 FP0500'REFERENCE MARK NO. 1 IS 38.20 FEET
 FP0500'FROM THE STATION AND NO.2 IS
 FP0500'38.86 FEET FROM THE STATION.  THE
 FP0500'AZIMUTH MARK IS 5.1 MILES WEST OF STATE HIGHWAY 32, 7 PACES
 FP0500'SOUTH OF THE CENTER LINE OF AN EAST-WEST ROAD, 11 PACES
 FP0500'WEST OF A TELEPHONE POLE, AND APPROXIMATELY 0.3 MILE FROM
 FP0500'THE STATION N 31 DEG 14 MIN E.
 FP0500
 FP0500                          STATION RECOVERY (1971)
 FP0500
 FP0500'RECOVERY NOTE BY NM HIGHWAY DEPT 1971 (RC)
 FP0500'THE AZIMUTH MARK WAS SEARCHED FOR AND NOT FOUND.
 FP0500'
 FP0500'COUSINS 1936 - GOOD
 FP0500'
 FP0500'COUSINS R.M. 1 - GOOD
 FP0500'
 FP0500'COUSINS R.M. 2 - GOOD
 FP0500'
 FP0500'THE STATION IS LOCATED ABOUT 21 MILES SSW OF GALLUP, 12
 FP0500'MILES N. OF ZUNI, 11 MILES E. OF THE ARIZ.-N. MEX. LINE IN SEC.
 FP0500'28, T.12N., R.19W., AND ON A LARGE, FLAT, SANDY, WOODED
 FP0500'RIDGE, ABOUT 0.3 MILE WEST OF A MICROWAVE TOWER.  TO REACH
 FP0500'THE STATION FROM THE POST OFFICE IN GALLUP ON THE SW
 FP0500'CORNER OF SECOND ST. AND MESA RD, GO SOUTH ON STATE HWY
 FP0500'32 FOR 19.8 MILES.  TURN RIGHT ON AN IMPROVED DIRT ROAD
 FP0500'AND GO 5.3 MILES TO A TURN OFF TO THE LEFT GOING TOWARD
 FP0500'A MICROWAVE TOWER.  FOLLOW THIS ROAD FOR 0.4 MILES TO A TRACK
 FP0500'ROAD TO THE RIGHT.  FOLLOW THIS TRACK ROAD IN A WESTERLY
 FP0500'DIRECTION FOR 0.3 MILE TO THE STATION.
 FP0500
 FP0500                          STATION RECOVERY (1971)
 FP0500
 FP0500'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 FP0500'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED
 FP0500'AND FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS NOT
 FP0500'RECOVERED AND MAY HAVE BEEN DESTROYED DURING ROAD CONSTRUCTION.
 FP0500'A WATER TANK AND A MICRO-WAVE TOWER WERE INTERSECTED TO SERVE
 FP0500'AS AZIMUTH MARKS AT THIS TIME.  THE 1936 DISTANCES TO THE
 FP0500'REFERENCE MARKS IS GIVING IN SLOPE IN THE OLD DESCRIPTION.
 FP0500'
 FP0500'THE STATION MARKIS A STANDARD DISK, STAMPED COUSINS 1936.
 FP0500'IT IS SET IN THE TOP OF A 12 INCH CONCRETE MONUMENT WHICH
 FP0500'PROJECTS ABOUT 1 FOOT.  THE MARK IS ON THE HIGHEST PART OF
 FP0500'A SANDY HILL OR MESA.
 FP0500'
 FP0500'REFERENCE MARK 1 IS A STANDARD DISK STAMPED, COUSINS NO 1
 FP0500'1936.  IT IS SET IN THE TOP OF A 12 INCH CONCRETE MONUMENT
 FP0500'WHICH PROJECTS 18 INCHES ON THE LOW SIDE.  IT IS ALONG THE SOUTH
 FP0500'SIDE OF A TRACK ROAD AND ABOT THE SAME ELEVATION AS THE STATION.
 FP0500'
 FP0500'REFERENCE MARK 2 IS A STANDARD DISK STAMPED, COUSINS NO 2 1936.
 FP0500'IT IS SET IN THE TOP OF A 12 INCH CONCRETE MONUMENT WHICH
 FP0500'PROJECTS ABOUT 4 INCHES.  IT IS ALONG THE SOUTH SIDE OF A
 FP0500'TRACK ROAD AND ABOUT 7 FEET LOWER THAN THE STATION.
 FP0500'
 FP0500'THE MICRO-WAVE MAST IS 0.4 MILE EAST ON THE TOP OF A HILL.
 FP0500'IT IS VISIBLE FOR MANY MILES.
 FP0500'
 FP0500'THE WATER TANK WHICH WAS INTERSECTED AND 2 FULL SECTIONS OF
 FP0500'STRUCTOR ARE ON THE SKY LINE.  IT IS SILVER IN COLOR, IT
 FP0500'HAS 4 LEGS AN A STAND PIPE.
 FP0500'
 FP0500'TO REACH THE STATION FROM THE POST OFFICE IN GALLUP GO SOUTH
 FP0500'ALONG NEW MEXICO HIGHWAY 32 FOR 19.8 MILES TO A GRADED SIDE
 FP0500'ROAD RIGHT.  TURN RIGHT AND GO WEST FOR 5.3 MILES TO A
 FP0500'GRADED ROAD ON THE LEFT AT THE TOP OF A HILL.  TURN LEFT AND
 FP0500'GO SOUTH FOR 0.4 MILE TO THE MICRO-WAVE TOWER.  TURN RIGHT
 FP0500'ALONG A DIM TRACK ROAD AND GO WEST FOR 0.4 MILE TO THE STATION
 FP0500'ON HIGHEST PART OF SANDY MESA.
 FP0500'
 FP0500'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET
 FP0500'
 FP0500'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--21 MILES
 FP0500'SOUTH-SOUTHWEST OF GALLUP
 FP0500
 FP0500                          STATION RECOVERY (1972)
 FP0500
 FP0500'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972 (DHM)
 FP0500'TO REACH FROM INTERSECTION OF US HWY 66 AND STATE HWY 32 IN
 FP0500'DOWNTOWN GALLUP, PROCEED SOUTH ON STATE HWY 32 19.3 MILES
 FP0500'TO IMPROVED DIRT ROAD ON THE RIGHT.  A SIGN AT THIS POINT
 FP0500'READS CHEECHILGEETHO PRE-SCHOOL 8 MILES.  TURN RIGHT (WEST)
 FP0500'FOR 4.9 MILES TO A FARM ROAD LEADING SOUTHWEST UP HILL, FOLLOW
 FP0500'THIS ROAD 0.3 MILE TO Y-ROAD, BEAR RIGHT AND FOLLOW DIM TRACKS
 FP0500'WEST ALONG TOP OF RIDGE 0.2 MILE TO HIGHEST POINT AND STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0970 ***********************************************************************
 CY0970  DESIGNATION -  COW SPRINGS
 CY0970  PID         -  CY0970
 CY0970  STATE/COUNTY-  NM/LUNA
 CY0970  USGS QUAD   -  COW SPRINGS MOUNTAIN (1974)
 CY0970
 CY0970                         *CURRENT SURVEY CONTROL
 CY0970  ___________________________________________________________________
 CY0970* NAD 83(1992)-  32 24 29.76028(N)    108 09 56.72435(W)     ADJUSTED  
 CY0970* NAVD 88     -      1664.8    (meters)    5462.     (feet)  VERTCON   
 CY0970  ___________________________________________________________________
 CY0970  LAPLACE CORR-           0.45  (seconds)                    DEFLEC99
 CY0970  GEOID HEIGHT-         -24.46  (meters)                     GEOID03
 CY0970
 CY0970  HORZ ORDER  -  FIRST
 CY0970
 CY0970.The horizontal coordinates were established by classical geodetic methods
 CY0970.and adjusted by the National Geodetic Survey in December 1993..
 CY0970
 CY0970.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0970.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0970
 CY0970.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY0970
 CY0970.The geoid height was determined by GEOID03.
 CY0970
 CY0970;                    North         East     Units Scale Factor Converg.
 CY0970;SPC NM W     -   156,186.573   798,730.782   MT  0.99992872   -0 10 41.4
 CY0970;SPC NM W     -   512,422.11  2,620,502.57   sFT  0.99992872   -0 10 41.4
 CY0970;UTM  12      - 3,589,225.728   766,562.993   MT  1.00047632   +1 31 11.7
 CY0970
 CY0970!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY0970!SPC NM W     -   0.99974251  x   0.99992872  =   0.99967125
 CY0970!UTM  12      -   0.99974251  x   1.00047632  =   1.00021871
 CY0970
 CY0970:                Primary Azimuth Mark                     Grid Az
 CY0970:SPC NM W     -  HURLEY SMOKESTACK                        007 06 25.6
 CY0970:UTM  12      -  HURLEY SMOKESTACK                        005 24 32.5
 CY0970
 CY0970|---------------------------------------------------------------------|
 CY0970| PID    Reference Object                     Distance      Geod. Az  |
 CY0970|                                                           dddmmss.s |
 CY0970| CY0924 HURLEY SMOKESTACK                   APPROX.32.6 KM 0065544.2 |
 CY0970| CC7205 COW SPRINGS RM 1                      9.558 METERS 08524     |
 CY0970| CC7206 COW SPRINGS RM 2                      5.912 METERS 19046     |
 CY0970| CC7204 COW SPRINGS AZ MK                                  2332720.5 |
 CY0970|---------------------------------------------------------------------|
 CY0970
 CY0970                          SUPERSEDED SURVEY CONTROL
 CY0970
 CY0970  NAD 83(1986)-  32 24 29.75836(N)    108 09 56.72214(W) AD(       ) 1
 CY0970  NAD 27      -  32 24 29.45826(N)    108 09 54.57333(W) AD(       ) 1
 CY0970  NGVD 29 (07/19/86) 1664.0    (m)         5459.     (f) VERT ANG       
 CY0970
 CY0970.Superseded values are not recommended for survey control.
 CY0970.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0970.See file dsdata.txt to determine how the superseded data were derived.
 CY0970
 CY0970_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYA6656389226(NAD 83)
 CY0970_MARKER: DS = TRIANGULATION STATION DISK
 CY0970_SETTING: 80 = SET IN A BOULDER
 CY0970_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 CY0970
 CY0970  HISTORY     - Date     Condition        Report By
 CY0970  HISTORY     - 1938     MONUMENTED       CGS
 CY0970
 CY0970                          STATION DESCRIPTION
 CY0970
 CY0970'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 CY0970'STATION IS LOCATED ABOUT 23 MILES AIRLINE WNW OF DEMING AND
 CY0970'ABOUT 13 MILES AIRLINE N OF WILNA.  IT IS ON THE HIGHEST
 CY0970'POINT OF THE SMALL ROUND HILL ABOUT 1 MILE E OF THE MAIN
 CY0970'BUILDINGS OF THE COW SPRINGS RANCH.  IT IS DISTINGUISHED
 CY0970'BY A SERIES OF VERY ROUGH ROCKY KNOLLS BREAKING OFF TO THE
 CY0970'SOUTHWARD, THE AZIMUTH MARK BEING ON THE FIRST KNOLL S OF
 CY0970'THE STATION AND ABOUT 200 FEET LOWER THAN STATION.
 CY0970'
 CY0970'STATION MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL
 CY0970'HOLE IN A BOULDER.  REFERENCE AND AZIMUTH
 CY0970'MARKS ARE STANDARD BRONZE DISKS SET IN A BOULDER.
 CY0970'
 CY0970'TO REACH FROM WILNA, (A SMALL SETTLEMENT ON THE SOUTHERN
 CY0970'PACIFIC CO. RAILROAD AND U.S. HIGHWAYS 70 AND 80, ABOUT 31
 CY0970'MILES E OF LORDSBURG AND 29 MILES W OF DEMING) GO N ON TRACK
 CY0970'ROAD CROSSING TRACKS FOR 0.2 MILE TO ROAD COMING IN FROM
 CY0970'LEFT.  THENCE CONTINUE STRAIGHT AHEAD 1.1 MILES TO ROAD
 CY0970'COMING IN FROM LEFT.  THENCE CONTINUE STRAIGHT AHEAD 1.5 MILES
 CY0970'TO FORK JUST AFTER CROSSING CATTLE GUARD.  THENCE TAKE RIGHT
 CY0970'FORK FOR 1.9 MILES, (GENERAL DIRECTION IS N) TO CATTLE GUARD.
 CY0970'THENCE CONTINUE STRAIGHT AHEAD 0.6 MILE TO FORK.  THENCE
 CY0970'TAKE LEFT FORK FOR 0.3 MILE TO ROAD COMING IN FROM THE
 CY0970'RIGHT.  THENCE CONTINUE STRAIGHT AHEAD 2.2 MILES TO ROAD
 CY0970'COMING IN FROM THE LEFT.  THENCE CONTINUE STRAIGHT AHEAD
 CY0970'FOR 1.3 MILES TO WINDMILL ON THE RIGHT.  THENCE STRAIGHT
 CY0970'AHEAD FOR 1.5 MILES TO A FORK.  THENCE STRAIGHT AHEAD
 CY0970'1.0 MILE TO ROAD COMING IN FROM THE LEFT.  THENCE
 CY0970'CONTINUE STRAIGHT AHEAD 1.25 MILES TO CATTLE GUARD.  THENCE
 CY0970'PASS ACROSS CATTLE GUARD AND CONTINUE 1.7 MILES TO THE COW
 CY0970'SPRINGS RANCH (MAIN BUILDINGS).
 CY0970'
 CY0970'FROM RANCH BUILDINGS GO S THROUGH CORRALS TO TRACK ROAD, FROM
 CY0970'HERE WORK WAY EASTWARD ACROSS COUNTRY TO THE HIGHER OF SEVERAL
 CY0970'SMALL SADDLES AND THE END OF TRUCK TRAVEL.  FROM SADDLE PACK
 CY0970'NORTHWARD TO HIGHEST POINT AND STATION, ABOUT 15 MINUTES
 CY0970'PACKING TIME.
 CY0970'
 CY0970'AZIMUTH IS ABOUT 0.3 MILE FROM STATION ON THE N SHOULDER OF
 CY0970'THE FIRST KNOLL TO S OF STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0898 ***********************************************************************
 CW0898  DESIGNATION -  COWAN
 CW0898  PID         -  CW0898
 CW0898  STATE/COUNTY-  NM/OTERO
 CW0898  USGS QUAD   -  ALAMO MOUNTAIN NE (1975)
 CW0898
 CW0898                         *CURRENT SURVEY CONTROL
 CW0898  ___________________________________________________________________
 CW0898* NAD 83(1992)-  32 08 01.97907(N)    105 32 25.27372(W)     ADJUSTED  
 CW0898* NAVD 88     -      1583.     (meters)    5194.     (feet)  SCALED    
 CW0898  ___________________________________________________________________
 CW0898  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 CW0898  GEOID HEIGHT-         -22.29  (meters)                     GEOID03
 CW0898
 CW0898  HORZ ORDER  -  SECOND
 CW0898
 CW0898.The horizontal coordinates were established by classical geodetic methods
 CW0898.and adjusted by the National Geodetic Survey in February 1996..
 CW0898
 CW0898.The orthometric height was scaled from a topographic map.
 CW0898
 CW0898.The Laplace correction was computed from DEFLEC99 derived deflections.
 CW0898
 CW0898.The geoid height was determined by GEOID03.
 CW0898
 CW0898;                    North         East     Units Scale Factor Converg.
 CW0898;SPC NM C     -   125,932.110   566,953.129   MT  0.99995526   +0 22 38.9
 CW0898;SPC NM C     -   413,162.26  1,860,078.72   sFT  0.99995526   +0 22 38.9
 CW0898;UTM  13      - 3,555,403.610   449,034.668   MT  0.99963203   -0 17 14.7
 CW0898
 CW0898!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CW0898!SPC NM C     -   0.99975507  x   0.99995526  =   0.99971034
 CW0898!UTM  13      -   0.99975507  x   0.99963203  =   0.99938719
 CW0898
 CW0898|---------------------------------------------------------------------|
 CW0898| PID    Reference Object                     Distance      Geod. Az  |
 CW0898|                                                           dddmmss.s |
 CW0898| CH8681 COWAN RM 1                           10.308 METERS 04208     |
 CW0898| CH8680 COWAN AZ MK                                        1950222.0 |
 CW0898| CH8682 COWAN RM 2                            7.629 METERS 31511     |
 CW0898|---------------------------------------------------------------------|
 CW0898
 CW0898                          SUPERSEDED SURVEY CONTROL
 CW0898
 CW0898  NAD 83(1992)-  32 08 01.97903(N)    105 32 25.27371(W) AD(       ) 2
 CW0898  NAD 83(1986)-  32 08 01.98084(N)    105 32 25.27165(W) AD(       ) 2
 CW0898  NAD 27      -  32 08 01.60900(N)    105 32 23.37700(W) AD(       ) 2
 CW0898
 CW0898.Superseded values are not recommended for survey control.
 CW0898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0898.See file dsdata.txt to determine how the superseded data were derived.
 CW0898
 CW0898_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDR4903555404(NAD 83)
 CW0898_MARKER: DS = TRIANGULATION STATION DISK
 CW0898_SETTING: 66 = SET IN ROCK OUTCROP
 CW0898
 CW0898  HISTORY     - Date     Condition        Report By
 CW0898  HISTORY     - 1943     MONUMENTED       CGS
 CW0898  HISTORY     - 1958     GOOD             USGS
 CW0898
 CW0898                          STATION DESCRIPTION
 CW0898
 CW0898'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (EHB)
 CW0898'STATION IS LOCATED ON THE MOST N OF TWO SUMMITS ON THE N END
 CW0898'OF THE CORDUNAS MOUNTAINS, 10 MILES DUE N OF SAN ANTONIO
 CW0898'MOUNTAIN, ON HIGHEST POINT.
 CW0898'
 CW0898'STATION MARK IS A BRONZE STATION DISK SET IN ROCK OUTCROP
 CW0898'FLUSH WITH THE GROUND.  STAMPED COWAN 1943.
 CW0898'
 CW0898'REFERENCE MARK 1 IS NE OF THE STATION.  IT IS A BRONZE REFERENCE
 CW0898'DISK SET IN ROCK OUTCROP FLUSH WITH THE GROUND.  STAMPED
 CW0898'COWAN NO 1 1943.
 CW0898'
 CW0898'REFERENCE MARK 2 IS NW OF THE STATION.  IT IS A BRONZE REFERENCE
 CW0898'DISK SET IN ROCK OUTCROP FLUSH WITH THE GROUND.  STAMPED
 CW0898'COWAN NO 2 1943.
 CW0898'
 CW0898'AZIMUTH MARK IS 0.3 MILE S OF THE STATION ON THE NE SLOPE OF
 CW0898'A HILL.  IT IS A BRONZE AZIMUTH DISK SET IN ROCK OUTCROP
 CW0898'FLUSH WITH THE GROUND.  STAMPED COWAN 1943.
 CW0898'
 CW0898'TO REACH FROM THE POW WOW HIGHWAY CAMP WHICH IS 29.0 MILES
 CW0898'E OF EL PASO ON U.S. HIGHWAY 62, GO N ON BLADED GRAVEL ROAD FOR
 CW0898'7.1 MILES TO THE ENTRANCE OF THE HELM RANCH.  CONTINUE STRAIGHT
 CW0898'AHEAD ON MAIN GRAVEL ROAD FOR 5.2 MILES TO A CATTLEGUARD IN
 CW0898'THE TEXAS-NEW MEXICO BOUNDARY FENCE.  CROSS CATTLEGUARD AND
 CW0898'CONTINUE NE ON MAIN GRAVEL ROAD FOR 15.0 MILES TO A ROAD
 CW0898'JUNCTION S OF A CATTLEGUARD.  THIS POINT IS ABOUT 0.25 MILE SE
 CW0898'OF A RANCH WITH STONE BUILDINGS.  HERE TURN SHARP RIGHT AND GO
 CW0898'E ON MAIN TRAVELED ROAD FOR 5.5 MILES TO A DIM TRACK ROAD ON
 CW0898'LEFT AT TOP OF RIDGE.  TURN LEFT ON TRACK ROAD AND GO E
 CW0898'UP DRAW FOR 1.1 MILES TO A DIRT TANK, CROSS ON TOP OF DAM
 CW0898'TO LEFT, TURN RIGHT AND FOLLOW DIM TRACKS ON N SIDE OF
 CW0898'SECOND DAM.  FOLLOW MAIN TRACK ROAD STRAIGHT AHEAD, NE FOR
 CW0898'0.8 MILE.  FROM THIS POINT TURN LEFT, NW, AND FOLLOW RIDGE
 CW0898'ACROSS COUNTRY AND DOWNHILL FOR 1.0 MILE TO LOW SADDLE.  FROM
 CW0898'HERE PACK NNE UP S SLOPE OF HILL TO SADDLE BETWEEN TWO
 CW0898'HILLS.  THENCE LEFT TO TOP OF HILL AND STATION.
 CW0898'
 CW0898'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 CW0898
 CW0898                          STATION RECOVERY (1958)
 CW0898
 CW0898'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 CW0898'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS1172 ***********************************************************************
 DS1172  DESIGNATION -  COWAN 2 RESET
 DS1172  PID         -  DS1172
 DS1172  STATE/COUNTY-  NM/OTERO
 DS1172  USGS QUAD   -  BITTER CREEK (1981)
 DS1172
 DS1172                         *CURRENT SURVEY CONTROL
 DS1172  ___________________________________________________________________
 DS1172* NAD 83(1992)-  33 07 56.53971(N)    106 09 36.14370(W)     ADJUSTED  
 DS1172* NAVD 88     -      1267.21   (+/-2cm)    4157.5    (feet)  VERTCON   
 DS1172  ___________________________________________________________________
 DS1172  LAPLACE CORR-           5.42  (seconds)                    DEFLEC99
 DS1172  GEOID HEIGHT-         -22.59  (meters)                     GEOID03
 DS1172
 DS1172  HORZ ORDER  -  FIRST
 DS1172  VERT ORDER  -  THIRD ? (See Below)
 DS1172
 DS1172.The horizontal coordinates were established by classical geodetic methods
 DS1172.and adjusted by the National Geodetic Survey in December 1993..
 DS1172
 DS1172.The NAVD 88 height was computed by applying the VERTCON shift value to
 DS1172.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DS1172.The vertical order pertains to the NGVD 29 superseded value.
 DS1172
 DS1172.The Laplace correction was computed from DEFLEC99 derived deflections.
 DS1172
 DS1172.The geoid height was determined by GEOID03.
 DS1172
 DS1172;                    North         East     Units Scale Factor Converg.
 DS1172;SPC NM C     -   236,434.492   508,393.644   MT  0.99990087   +0 02 57.0
 DS1172;SPC NM C     -   775,702.16  1,667,954.81   sFT  0.99990087   +0 02 57.0
 DS1172;UTM  13      - 3,666,560.660   391,793.013   MT  0.99974436   -0 38 02.8
 DS1172
 DS1172!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS1172!SPC NM C     -   0.99980463  x   0.99990087  =   0.99970552
 DS1172!UTM  13      -   0.99980463  x   0.99974436  =   0.99954904
 DS1172
 DS1172|---------------------------------------------------------------------|
 DS1172| PID    Reference Object                     Distance      Geod. Az  |
 DS1172|                                                           dddmmss.s |
 DS1172| CD2716 COWAN 2 RM 1                         22.185 METERS 05432     |
 DS1172| CD2717 COWAN 2 RM 2                         22.468 METERS 15044     |
 DS1172|---------------------------------------------------------------------|
 DS1172
 DS1172                          SUPERSEDED SURVEY CONTROL
 DS1172
 DS1172  NAD 83(1986)-  33 07 56.54696(N)    106 09 36.14649(W) AD(       ) 1
 DS1172  NAD 27      -  33 07 56.25212(N)    106 09 34.16675(W) AD(       ) 1
 DS1172  NGVD 29 (07/19/86) 1266.60   (m)         4155.5    (f) LEVELING    3  
 DS1172
 DS1172.Superseded values are not recommended for survey control.
 DS1172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS1172.See file dsdata.txt to determine how the superseded data were derived.
 DS1172
 DS1172_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS9179366561(NAD 83)
 DS1172_MARKER: DS = TRIANGULATION STATION DISK
 DS1172_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS1172_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DS1172
 DS1172  HISTORY     - Date     Condition        Report By
 DS1172  HISTORY     - 1967     MONUMENTED       DMA
 DS1172  HISTORY     - 1979     MARK NOT FOUND   USGS
 DS1172
 DS1172                          STATION DESCRIPTION
 DS1172
 DS1172'DESCRIBED BY DEFENSE MAP AGENCY 1967 (JWC)
 DS1172'THE STATION IS ABOUT 19 MILES NORTH-NORTHWEST OF ALAMOGORDO, 10-1/2
 DS1172'MILES NORTHWEST OF TULAROSA, 16 MILES SOUTH-SOUTHWEST OF THREE
 DS1172'RIVERS AND 12 MILES EAST-NORTHEAST OF THE SIERRA-OTERO-DONA ANA
 DS1172'COUNTY LINES.  ON A LOW KNOLL JUST NORTH OF AN ASTRODOME.
 DS1172'
 DS1172'TO REACH THE STATION FROM THE POST OFFICE IN TULAROSA, GO WESTERLY ON
 DS1172'STATE HIGHWAY 52 FOR 1.25 MILES TO A T-JUNCTION JUST AFTER CROSSING
 DS1172'RAILROAD TRACKS, TURN RIGHT AND GO NORTH FOR 0.3 MILE TO WHERE THE
 DS1172'MAIN ROAD TURNS TO THE WEST, TURN LEFT AND GO WESTERLY ON MAIN
 DS1172'GRAVELED ROAD FOR 6.7 MILES TO A CROSSROADS AND A GUARD SHACK ON
 DS1172'THE LEFT.  TURN RIGHT AND GO NORTH ON A GRAVELED ROAD FOR 3.85
 DS1172'MILES TO A SIDE ROAD RIGHT AND A SMALL SIGN COWAN, TURN RIGHT AND
 DS1172'GO EAST FOR 0.35 MILE TO A LARGE WHITE BUILDING, ASTRODOME AND THE
 DS1172'STATION JUST NORTH OF THE ASTRODOME.
 DS1172'
 DS1172'THE STATION MARK IS A STANDARD DISK, STAMPED COWAN 2 WSPG 1955-1967,
 DS1172'SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 DS1172'PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS 48.3 FEET WEST OF THE
 DS1172'CENTERLINE OF A DIRT ROAD AND 5 FEET NORTH OF A WITNESS POST.
 DS1172'
 DS1172'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED COWAN 2 WSPG NO 1
 DS1172'1955-1967, SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN
 DS1172'DIAMETER, THAT PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS 78 FEET
 DS1172'NORTH OF THE WITNESS POST, 31 FEET WEST OF THE CENTERLINE OF THE
 DS1172'DIRT ROAD AND ABOUT THE SAME ELEVATION AS THE STATION.
 DS1172'
 DS1172'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED COWAN 2 WSPG NO 2
 DS1172'1955-1967, CEMENTED IN A DRILL HOLE, IN A 5 X 5 FOOT CONCRETE SLAB
 DS1172'ATTACHED TO A SMALL BUILDING, THAT PROJECTS 5 INCHES ABOVE THE
 DS1172'GROUND.  IT IS 73 FEET EAST-SOUTHEAST OF THE WITNESS POST, 22 FEET
 DS1172'EAST OF THE CENTERLINE OF THE DIRT ROAD AND ABOUT THE SAME
 DS1172'ELEVATION AS THE STATION.
 DS1172'
 DS1172'TRIANGULATION STATION LANA WAS USED AS AN AZIMUTH MARK.
 DS1172'
 DS1172'STATION MARK COWAN 2 (WSPG) WAS FOUND BUT DID NOT MEET UNITED STATES
 DS1172'COAST AND GEODETIC SURVEY STANDARDS, A NEW DISK WAS SET AND THE
 DS1172'ORIGINAL POINT WAS HELD.
 DS1172
 DS1172                          STATION RECOVERY (1979)
 DS1172
 DS1172'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979 (AMT)
 DS1172'THE AREA WHERE THE STATION SHOULD BE WAS SEARCHED BUT NO SIGN OF THE
 DS1172'MARK WAS FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0610 ***********************************************************************
 EP0610  DESIGNATION -  COWBOY
 EP0610  PID         -  EP0610
 EP0610  STATE/COUNTY-  NM/LINCOLN
 EP0610  USGS QUAD   -  COWBOY MESA (1981)
 EP0610
 EP0610                         *CURRENT SURVEY CONTROL
 EP0610  ___________________________________________________________________
 EP0610* NAD 83(1992)-  34 02 05.98027(N)    105 03 37.45270(W)     ADJUSTED  
 EP0610* NAVD 88     -      1646.3    (meters)    5401.     (feet)  VERTCON   
 EP0610  ___________________________________________________________________
 EP0610  LAPLACE CORR-          -5.86  (seconds)                    DEFLEC99
 EP0610  GEOID HEIGHT-         -22.16  (meters)                     GEOID03
 EP0610
 EP0610  HORZ ORDER  -  FIRST
 EP0610
 EP0610.The horizontal coordinates were established by classical geodetic methods
 EP0610.and adjusted by the National Geodetic Survey in December 1993..
 EP0610
 EP0610.The NAVD 88 height was computed by applying the VERTCON shift value to
 EP0610.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EP0610
 EP0610.The Laplace correction was computed from DEFLEC99 derived deflections.
 EP0610
 EP0610.The geoid height was determined by GEOID03.
 EP0610
 EP0610;                    North         East     Units Scale Factor Converg.
 EP0610;SPC NM C     -   337,173.455   609,847.515   MT  1.00004870   +0 39 57.2
 EP0610;SPC NM C     - 1,106,209.91  2,000,808.06   sFT  1.00004870   +0 39 57.2
 EP0610;UTM  13      - 3,766,037.757   494,424.153   MT  0.99960038   -0 02 01.7
 EP0610
 EP0610!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EP0610!SPC NM C     -   0.99974510  x   1.00004870  =   0.99979378
 EP0610!UTM  13      -   0.99974510  x   0.99960038  =   0.99934558
 EP0610
 EP0610:                Primary Azimuth Mark                     Grid Az
 EP0610:SPC NM C     -  COWBOY AZ MK                             168 27 34.3
 EP0610:UTM  13      -  COWBOY AZ MK                             169 09 33.2
 EP0610
 EP0610|---------------------------------------------------------------------|
 EP0610| PID    Reference Object                     Distance      Geod. Az  |
 EP0610|                                                           dddmmss.s |
 EP0610| CJ6997 COWBOY AZ MK                                       1690731.5 |
 EP0610| CJ6998 COWBOY RM 1                          23.552 METERS 21159     |
 EP0610| CJ6999 COWBOY RM 2                          12.371 METERS 29524     |
 EP0610| EP0303 MOSELEY                             APPROX.12.9 KM 3523659.6 |
 EP0610|---------------------------------------------------------------------|
 EP0610
 EP0610                          SUPERSEDED SURVEY CONTROL
 EP0610
 EP0610  NAD 83(1986)-  34 02 05.98599(N)    105 03 37.45203(W) AD(       ) 1
 EP0610  NAD 27      -  34 02 05.68755(N)    105 03 35.48654(W) AD(       ) 1
 EP0610  NGVD 29 (07/19/86) 1645.6    (m)         5399.     (f) VERT ANG       
 EP0610
 EP0610.Superseded values are not recommended for survey control.
 EP0610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EP0610.See file dsdata.txt to determine how the superseded data were derived.
 EP0610
 EP0610_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDT9442466038(NAD 83)
 EP0610_MARKER: DS = TRIANGULATION STATION DISK
 EP0610_SETTING: 80 = SET IN A BOULDER
 EP0610_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 EP0610
 EP0610  HISTORY     - Date     Condition        Report By
 EP0610  HISTORY     - 1934     MONUMENTED       CGS
 EP0610  HISTORY     - 1967     GOOD             USGS
 EP0610
 EP0610                          STATION DESCRIPTION
 EP0610
 EP0610'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 EP0610'ABOUT 9 MILES AIR LINE SOUTHEAST OF MOSELEY, ON THE HIGHEST
 EP0610'POINT OF A PROMINENT, FLAT-TOPPED MESA WHICH IS THE HIGHEST
 EP0610'GROUND IN VICINITY, WHICH IS VISIBLE FOR A GREAT DISTANCE
 EP0610'IN ALL DIRECTIONS, AND WHICH IS KNOWN LOCALLY AS COWBOY MESA.  TO
 EP0610'REACH FROM BILLINGS RANCH, WHICH IS ABOUT 8 MILES SOUTH OF
 EP0610'MOSELEY, GO NORTH 0.8 MILE ON A PLAIN DIRT ROAD, FOLLOW
 EP0610'RIGHT FORK NORTHEAST 2.4 MILES TO A POINT NORTH OF COWBOY
 EP0610'MESA, TURN RIGHT AND GO SOUTHEAST ACROSS COUNTRY UP SLOPE
 EP0610'TO THE EAST SIDE OF MESA, TURN RIGHT AND GO UP A SMALL CANYON
 EP0610'ON THE EAST SLOPE OF MESA TO TOP.  STATION IS TO RIGHT OF THE
 EP0610'HEAD OF THIS CANYON NEAR THE NORTHEAST EDGE OF MESA, AT
 EP0610'POINT ABOUT 1.3 MILES FROM ROAD.  THERE ARE HIGH BLUFFS ON
 EP0610'ALL SIDES EXCEPT THE EAST WHERE A SMALL CANYON SLOPES
 EP0610'DOWN TO THE VALLEY FLOOR.  THE STATION MARK IS A
 EP0610'STANDARD DISK SET IN A BOULDER.  THE
 EP0610'UNDERGROUND MARK IS A STANDARD DISK SET IN BEDROCK.
 EP0610'THE REFERENCE MARKS ARE STANDARD
 EP0610'DISKS SET IN BOULDERS.  REFERENCE
 EP0610'MARK NO. 1 IS 23.552 METERS (77.27 FEET) (SLOPE) FROM STATION
 EP0610'AND NO. 2 IS 12.370 METERS
 EP0610'(40.58 FEET) (SLOPE) FROM STATION.
 EP0610'
 EP0610'THE AZIMUTH MARK, A STANDARD DISK SET IN BEDROCK,
 EP0610'IS AT THE SOUTH EDGE OF A SMALL HILL ON THE
 EP0610'SOUTH END OF MESA, 5 PACES FROM THE WEST RIM ROCK, 25 PACES
 EP0610'FROM THE SOUTH RIM ROCK, AND APPROXIMATELY 1/2 MILE FROM
 EP0610'STATION S 10 DEG 52 MIN E.  AN OLD ROCK CAIRN
 EP0610'IS ON THE NORTHEAST RIM ROCK, 481 FEET (SLOPE) FROM STATION
 EP0610'N 47 DEG 13 MIN E, AND ANOTHER ROCK CAIRN, MARKING
 EP0610'AN OLD SPRING (NOW DRY) IS ON THE WEST RIM ROCK, NEAR THE
 EP0610'CENTER OF MESA, 687 FEET (SLOPE) FROM STATION S 12 DEG 25 MIN W.
 EP0610
 EP0610                          STATION RECOVERY (1967)
 EP0610
 EP0610'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967 (EGE)
 EP0610'FOUND AS DESCRIBED BY USC AND GS 1934, QUAD 341052, STATION
 EP0610'
 EP0610'REVISED DESCRIPTION--
 EP0610'
 EP0610'THE STATION IS 40 MI. SSE OF VAUGHN, 14.5 MI. SW OF THE JUNCTION
 EP0610'OF U.S. HIGHWAY 285 AND STATE HIGHWAY 42 NEAR THE N EDGE
 EP0610'OF COWBOY MESA.
 EP0610'
 EP0610'TO REACH THE STATION FROM THE JUNCTION OF HIGHWAY 285 AND
 EP0610'42, GO 16.8 MI. W ON STATE HIGHWAY 42 TO A GRADED RD. LEFT,
 EP0610'TURN LEFT AND GO 5.8 MI. S TO RD. LEFT, TURN LEFT THROUGH
 EP0610'GATE AND GO 2.6 MI. S TO TRACK RD. LEFT, TURN LEFT AND GO
 EP0610'2.4 MI. NE, TURN RIGHT AND GO 1.2 MI. SE ACROSS COUNTRY UP
 EP0610'SLOPE TO THE E SIDE OF MESA, TURN RIGHT AND GO 0.3 MI. UP
 EP0610'DRAW ON THE E SLOPE OF MESA TO TOP AND THE STATION SITE ON
 EP0610'THE RIGHT.
 EP0610'
 EP0610'THE SURFACE - STATION MARK IS A STANDARD DISK STAMPED COWBOY
 EP0610'1934 SET IN A BOULDER PROJECTING 0.2 FT., AND 6.6 FT. SE
 EP0610'OF A METAL WITNESS POST WITH SIGN.
 EP0610'
 EP0610'REFERENCE MARK NO. 1--A STANDARD DISK STAMPED COWBOY NO. 1
 EP0610'1934 SET IN A BOULDER PROJECTING 0.2 FT.
 EP0610'
 EP0610'REFERENCE MARK NO. 2--A STANDARD DISK STAMPED COWBOY NO. 2 1934
 EP0610'SET IN A BOULDER FLUSH WITH THE GROUND.
 EP0610'
 EP0610'THE AZIMUTH MARK WAS NOT SEARCHED FOR.  STATION MOSELEY 8 MI.
 EP0610'N IS VISIBLE FROM THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0752 ***********************************************************************
 FN0752  DESIGNATION -  COWDEN
 FN0752  PID         -  FN0752
 FN0752  STATE/COUNTY-  NM/GUADALUPE
 FN0752  USGS QUAD   -  MESITA DE GUADALUPE (1963)
 FN0752
 FN0752                         *CURRENT SURVEY CONTROL
 FN0752  ___________________________________________________________________
 FN0752* NAD 83(1992)-  35 02 57.46709(N)    104 56 23.01236(W)     ADJUSTED  
 FN0752* NAVD 88     -      1728.8    (meters)    5672.     (feet)  VERTCON   
 FN0752  ___________________________________________________________________
 FN0752  LAPLACE CORR-          -4.38  (seconds)                    DEFLEC99
 FN0752  GEOID HEIGHT-         -21.35  (meters)                     GEOID03
 FN0752
 FN0752  HORZ ORDER  -  THIRD
 FN0752
 FN0752.The horizontal coordinates were established by classical geodetic methods
 FN0752.and adjusted by the National Geodetic Survey in December 1993..
 FN0752
 FN0752.The NAVD 88 height was computed by applying the VERTCON shift value to
 FN0752.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FN0752
 FN0752.The Laplace correction was computed from DEFLEC99 derived deflections.
 FN0752
 FN0752.The geoid height was determined by GEOID03.
 FN0752
 FN0752;                    North         East     Units Scale Factor Converg.
 FN0752;SPC NM E     -   449,214.862   109,681.449   MT  0.99994679   -0 20 53.7
 FN0752;SPC NM E     - 1,473,799.09    359,846.55   sFT  0.99994679   -0 20 53.7
 FN0752;UTM  13      - 3,878,511.532   505,496.833   MT  0.99960037   +0 02 04.6
 FN0752
 FN0752!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FN0752!SPC NM E     -   0.99973206  x   0.99994679  =   0.99967887
 FN0752!UTM  13      -   0.99973206  x   0.99960037  =   0.99933254
 FN0752
 FN0752                          SUPERSEDED SURVEY CONTROL
 FN0752
 FN0752  NAD 83(1992)-  35 02 57.47491(N)    104 56 23.00979(W) AD(       ) 3
 FN0752  NGVD 29 (12/31/91) 1728.0    (m)         5669.     (f) VERT ANG       
 FN0752
 FN0752.Superseded values are not recommended for survey control.
 FN0752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0752.See file dsdata.txt to determine how the superseded data were derived.
 FN0752
 FN0752_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEU0549778512(NAD 83)
 FN0752_MARKER: DS = TRIANGULATION STATION DISK
 FN0752_SETTING: 0 = UNSPECIFIED SETTING
 FN0752_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FN0752
 FN0752  HISTORY     - Date     Condition        Report By
 FN0752  HISTORY     - 1963     MONUMENTED       USGS
 FN0752
 FN0752                          STATION DESCRIPTION
 FN0752
 FN0752'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 FN0752'ON THE HIGHEST PART OF A LARGE, FAIRLY FLAT TOP AND RIDGE, WHICH IS
 FN0752'THE HIGH POINT IN THIS AREA, ABOUT 1300 FT. ESE. OF LARGE MICRO-WAVE
 FN0752'TOWER.
 FN0752'
 FN0752'TO REACH FROM SANTA ROSA, GO W. ABOUT 18 MI. ON U.S. HIGHWAYS 66 AND
 FN0752'84 TO JUNCTION AT OVERPASS, GO 3.1 MI. N. ON HIGHWAY 84 TO ENTRANCE
 FN0752'TO MOON RANCH, TURN RIGHT AND FOLLOW MAIN TRAVELED RD. THROUGH RANCH
 FN0752'YARD TO MICRO-WAVE TOWER, TURN RIGHT AND FOLLOW RIDGE TO HIGH POINT
 FN0752'AND STATION.
 FN0752'
 FN0752'STATION MARK--STANDARD TABLET STAMPED---COWDEN-ET 1963---, SET IN
 FN0752'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1645 ***********************************************************************
 CX1645  DESIGNATION -  COX
 CX1645  PID         -  CX1645
 CX1645  STATE/COUNTY-  NM/DONA ANA
 CX1645  USGS QUAD   -  WHITE SANDS (1955)
 CX1645
 CX1645                         *CURRENT SURVEY CONTROL
 CX1645  ___________________________________________________________________
 CX1645* NAD 83(1992)-  32 22 34.55402(N)    106 29 43.43623(W)     ADJUSTED  
 CX1645* NAVD 88     -      1322.26   (+/-2cm)    4338.1    (feet)  VERTCON   
 CX1645  ___________________________________________________________________
 CX1645  LAPLACE CORR-          -4.86  (seconds)                    DEFLEC99
 CX1645  GEOID HEIGHT-         -23.51  (meters)                     GEOID03
 CX1645
 CX1645  HORZ ORDER  -  FIRST
 CX1645  VERT ORDER  -  THIRD ? (See Below)
 CX1645
 CX1645.The horizontal coordinates were established by classical geodetic methods
 CX1645.and adjusted by the National Geodetic Survey in December 1993..
 CX1645
 CX1645.The NAVD 88 height was computed by applying the VERTCON shift value to
 CX1645.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CX1645.The vertical order pertains to the NGVD 29 superseded value.
 CX1645
 CX1645.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1645
 CX1645.The geoid height was determined by GEOID03.
 CX1645
 CX1645;                    North         East     Units Scale Factor Converg.
 CX1645;SPC NM C     -   152,613.397   476,908.957   MT  0.99990657   -0 07 53.1
 CX1645;SPC NM C     -   500,699.12  1,564,658.80   sFT  0.99990657   -0 07 53.1
 CX1645;UTM  13      - 3,583,126.230   359,324.580   MT  0.99984404   -0 48 03.2
 CX1645
 CX1645!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1645!SPC NM C     -   0.99979612  x   0.99990657  =   0.99970271
 CX1645!UTM  13      -   0.99979612  x   0.99984404  =   0.99964019
 CX1645
 CX1645:                Primary Azimuth Mark                     Grid Az
 CX1645:SPC NM C     -  WHITE SANDS PROVING GRD N TANK           006 37 53.2
 CX1645:UTM  13      -  WHITE SANDS PROVING GRD N TANK           007 18 03.3
 CX1645
 CX1645|---------------------------------------------------------------------|
 CX1645| PID    Reference Object                     Distance      Geod. Az  |
 CX1645|                                                           dddmmss.s |
 CX1645| CX1643 WHITE SANDS PROVING GRD N TANK      APPROX. 1.2 KM 0063000.1 |
 CX1645| CX1642 APT BCN FLD CONDRON LAS CRUCES      APPROX. 8.8 KM 1145955.5 |
 CX1645| CC7208 COX RM 1                             30.754 METERS 15325     |
 CX1645| CC7209 COX RM 2                             27.813 METERS 23835     |
 CX1645| CC7207 COX AZ MK                                          2923151.0 |
 CX1645| CX1644 WHITE SANDS PROVING GRD S TANK      APPROX. 0.6 KM 3395549.5 |
 CX1645|---------------------------------------------------------------------|
 CX1645
 CX1645                          SUPERSEDED SURVEY CONTROL
 CX1645
 CX1645  NAD 83(1986)-  32 22 34.55918(N)    106 29 43.43514(W) AD(       ) 1
 CX1645  NAD 27      -  32 22 34.22930(N)    106 29 41.46390(W) AD(       ) 1
 CX1645  NGVD 29 (07/19/86) 1321.65   (m)         4336.1    (f) LEVELING    3  
 CX1645
 CX1645.Superseded values are not recommended for survey control.
 CX1645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1645.See file dsdata.txt to determine how the superseded data were derived.
 CX1645
 CX1645_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR5932583126(NAD 83)
 CX1645_MARKER: DS = TRIANGULATION STATION DISK
 CX1645_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX1645
 CX1645  HISTORY     - Date     Condition        Report By
 CX1645  HISTORY     - 1936     MONUMENTED       CGS
 CX1645  HISTORY     - 1952     GOOD             CGS
 CX1645  HISTORY     - 1955     GOOD             AMS
 CX1645  HISTORY     - 19850418 MARK NOT FOUND   USGS
 CX1645
 CX1645                          STATION DESCRIPTION
 CX1645
 CX1645'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (WRP)
 CX1645'ABOUT 8.7 MILES BY ROAD SOUTHEAST OF ORGAN, 1.3 MILES SOUTHEAST
 CX1645'OF COXS RANCH, ON OPEN RANGE LAND AT THE FOOT OF THE ORGAN
 CX1645'MOUNTAINS, ON THE EAST SIDE OF THE SAN AUGUSTIN PASS, 47 FEET
 CX1645'SOUTHWEST OF THE CENTERLINE OF A RUNNING SOUTHEAST AND NORTHWEST.
 CX1645'TO REACH FROM ORGAN, GO EAST 2.9 MILES ON U.S. HIGHWAY 70,
 CX1645'OR ABOUT 1.0 MILE EAST OF THE SAN AUGUSTIN PASS, TURN RIGHT
 CX1645'ONTO A SIDE ROAD AND GO 0.6 MILE, TAKE THE LEFT FORK, DOWNHILL,
 CX1645'AND GO 3.6 MILES, TAKE THE RIGHT FORK LEADING TO COXS RANCH,
 CX1645'THEN TAKE THE LEFT FORK FOR 1.5 MILES TO THE STATION SITE
 CX1645'ON THE RIGHT.  THE STATION, INDERGROUND, AND REFERENCE MARKS
 CX1645'ARE STANDARD DISKS SET IN CONCRETE.
 CX1645'THE STATION MARK PROJECTS 4 INCHES.
 CX1645'REFERENCE MARK NO. 1 PROJECTS 8 INCHES, AND IS 90 FEET
 CX1645'SOUTHWEST OF THE ROAD, AND 30.196 METERS (99.07 FEET) FROM
 CX1645'THE STATION, AND NO. 2 PROJECTS 10
 CX1645'INCHES, AND IS 27.648 METERS (90.71 FEET) FROM THE STATION.
 CX1645'THE AZIMUTH MARK IS A
 CX1645'STANDARD DISK SET IN TILE, PROJECTS 8
 CX1645'INCHES, IS APPROXIMATELY 200 YARDS NORTH OF COXS RANCH,
 CX1645'ABOUT 50 YARDS EAST OF THE ROAD TO RANCH, ON A SLIGHT,
 CX1645'BARE, SANDY RISE, AND APPROXIMATELY 1.3 MILES FROM THE
 CX1645'STATION.  THE FOLLOWING
 CX1645'DISTANCES AND BEARINGS ARE FROM THE STATION--WINDMILL AT RANCH,
 CX1645'1.3 MILES, N 51 DEG 54 MIN W.  AND POINT ON THE ROAD
 CX1645'PERPENDICULAR TO THE STATION, 47 FEET, N 34 DEG 42 MIN E.
 CX1645
 CX1645                          STATION RECOVERY (1952)
 CX1645
 CX1645'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (RLE)
 CX1645'THE STATION, REFERENCE MARK NUMBER 1, REFERENCE MARK NUMBER
 CX1645'2 AND THE AZIMUTH MARK WERE RECOVERED AND ARE IN GOOD CONDITION.
 CX1645'THE DISTANCE TO REFERENCE MARK NUMBER 1 IS 1.73 FEET LONGER
 CX1645'THAN THE ORIGINAL MEASUREMENT AND THE DISTANCE TO REFERENCE
 CX1645'MARK NUMBER 2 IS .54 FEET LONGER THAN THE ORIGINAL MEASUREMENT.
 CX1645'
 CX1645'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 CX1645'
 CX1645'THE STATION IS LOCATED ON OPEN RANGE LAND AT THE FOOT OF THE
 CX1645'ORGAN MOUNTAINS.  IT IS ABOUT 1.3 MILES SOUTHEAST OF COXS
 CX1645'RANCH, 1 MILE WEST SOUTHWEST OF THE WHITE SANDS PROVING
 CX1645'GROUNDS HEADQUARTERS, 47 FEET SOUTHWEST OF THE CENTER OF A
 CX1645'TRACK ROAD RUNNING SOUTHEAST AND NORTHWEST AND 4 FEET SOUTHWEST
 CX1645'OF A WITNESS POST.  IT IS STAMPED COX 1936 AND PROJECTS 6
 CX1645'INCHES.
 CX1645'
 CX1645'REFERENCE MARK NO. 1 IS 90 FEET SOUTHWEST OF THE CENTER OF
 CX1645'THE ROAD.  IT IS STAMPED COX NO 1 1936 AND PROJECTS 8 INCHES.
 CX1645'
 CX1645'REFERENCE MARK NO. 2 IS STAMPED COX NO 2 1936 AND PROJECTS
 CX1645'8 INCHES.
 CX1645'
 CX1645'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK
 CX1645'NO. 2 IS 130.2 FEET.
 CX1645'
 CX1645'THE AZIMUTH MARK IS LOCATED ABOUT 180 YARDS NORTH OF THE NORTHEAST
 CX1645'CORNER OF A HOUSE AND ABOUT 120 FEET EAST OF THE CENTER OF
 CX1645'A ROAD TO THE HOUSE.  IT IS A STANDARD AZIMUTH MARK DISK
 CX1645'CEMENTED IN THE TOP OF A 4 INCH STEEL PIPE.  IT IS STAMPED
 CX1645'COX 1936 AND PROJECTS 4 INCHES.
 CX1645'
 CX1645'TO REACH THE STATION FROM THE ADMINISTRATION BUILDING AT THE
 CX1645'WHITE SANDS PROVING GROUNDS, (0.4 MILE SOUTH OF THE MAIN
 CX1645'GATE), GO SOUTH ON A HARD SURFACED ROAD FOR 0.9 MILE TO A T
 CX1645'ROAD RIGHT JUST AFTER CROSSING A CONCRETE CULVERT.  TURN RIGHT
 CX1645'AND GO NORTHWEST ON A TRACK ROAD FOR 1.2 MILE TO THE STATION
 CX1645'ON THE LEFT AS DESCRIBED.
 CX1645'
 CX1645'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHWEST
 CX1645'ON A TRACK ROAD FOR 1.0 MILE TO A GATE.  PASS THROUGH THE
 CX1645'GATE AND CONTINUE NORTHWEST FOR 0.3 MILE TO A HOUSE AND THE
 CX1645'AZIMUTH MARK AS DESCRIBED.
 CX1645
 CX1645                          STATION RECOVERY (1955)
 CX1645
 CX1645'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1955
 CX1645'STATION RECOVERED AS DESCRIBED AND PROJECTS 0.6 FEET.
 CX1645'
 CX1645'THE MARK IS A STANDARD DISK SET IN THE TOP OF A CONCRETE
 CX1645'MONUMENT.  63 FEET SW OF CENTERLINE DITCH.  462 FEET NW OF
 CX1645'INTERSECTION OF DITCHS.
 CX1645
 CX1645                          STATION RECOVERY (1985)
 CX1645
 CX1645'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1985 (SGD)
 CX1645'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0671 ***********************************************************************
 GN0671  DESIGNATION -  COX 2
 GN0671  PID         -  GN0671
 GN0671  STATE/COUNTY-  NM/SAN JUAN
 GN0671  USGS QUAD   -  CEDAR HILL (1985)
 GN0671
 GN0671                         *CURRENT SURVEY CONTROL
 GN0671  ___________________________________________________________________
 GN0671* NAD 83(1992)-  36 58 42.42018(N)    107 59 37.32710(W)     ADJUSTED  
 GN0671* NAVD 88     -      2172.9    (meters)    7129.     (feet)  VERTCON   
 GN0671  ___________________________________________________________________
 GN0671  LAPLACE CORR-           0.06  (seconds)                    DEFLEC99
 GN0671  GEOID HEIGHT-         -20.37  (meters)                     GEOID03
 GN0671
 GN0671  HORZ ORDER  -  THIRD
 GN0671
 GN0671.The horizontal coordinates were established by classical geodetic methods
 GN0671.and adjusted by the National Geodetic Survey in December 1993..
 GN0671
 GN0671.The NAVD 88 height was computed by applying the VERTCON shift value to
 GN0671.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GN0671
 GN0671.The Laplace correction was computed from DEFLEC99 derived deflections.
 GN0671
 GN0671.The geoid height was determined by GEOID03.
 GN0671
 GN0671;                    North         East     Units Scale Factor Converg.
 GN0671;SPC NM W     -   663,101.850   815,722.477   MT  0.99991918   -0 05 47.3
 GN0671;SPC NM W     - 2,175,526.65  2,676,249.49   sFT  0.99991918   -0 05 47.3
 GN0671;SPC CO S     -   342,367.747   692,384.555   MT  1.00005603   -1 31 46.5
 GN0671;SPC CO S     - 1,123,251.52  2,271,598.33   sFT  1.00005603   -1 31 46.5
 GN0671;UTM  13      - 4,096,671.521   233,523.216   MT  1.00047488   -1 48 06.5
 GN0671;UTM  12      - 4,096,706.876   767,598.276   MT  1.00048226   +1 48 33.9
 GN0671
 GN0671!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GN0671!SPC NM W     -   0.99966232  x   0.99991918  =   0.99958153
 GN0671!SPC CO S     -   0.99966232  x   1.00005603  =   0.99971833
 GN0671!UTM  13      -   0.99966232  x   1.00047488  =   1.00013704
 GN0671!UTM  12      -   0.99966232  x   1.00048226  =   1.00014442
 GN0671
 GN0671:                Primary Azimuth Mark                     Grid Az
 GN0671:SPC NM W     -  CHANEY                                   024 08 59.0
 GN0671:SPC CO S     -  CHANEY                                   025 34 58.2
 GN0671:UTM  13      -  CHANEY                                   025 51 18.2
 GN0671:UTM  12      -  CHANEY                                   022 14 37.8
 GN0671
 GN0671|---------------------------------------------------------------------|
 GN0671| PID    Reference Object                     Distance      Geod. Az  |
 GN0671|                                                           dddmmss.s |
 GN0671| HL0633 CHANEY                              APPROX. 5.0 KM 0240311.7 |
 GN0671|---------------------------------------------------------------------|
 GN0671
 GN0671                          SUPERSEDED SURVEY CONTROL
 GN0671
 GN0671  NAD 83(1992)-  36 58 42.41981(N)    107 59 37.32793(W) AD(       ) 3
 GN0671  NAD 83(1986)-  36 58 42.41674(N)    107 59 37.33292(W) AD(       ) 3
 GN0671  NAD 27      -  36 58 42.40578(N)    107 59 35.09124(W) AD(       ) 3
 GN0671  NGVD 29 (07/19/86) 2171.7    (m)         7125.     (f) VERT ANG       
 GN0671
 GN0671.Superseded values are not recommended for survey control.
 GN0671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0671.See file dsdata.txt to determine how the superseded data were derived.
 GN0671
 GN0671_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBA3352396672(NAD 83)
 GN0671_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GN0671+SATELLITE: SATELLITE OBSERVATIONS - March 13, 2005
 GN0671
 GN0671  HISTORY     - Date     Condition        Report By
 GN0671  HISTORY     - 1956     MONUMENTED       USGS
 GN0671  HISTORY     - 1960     GOOD             USGS
 GN0671  HISTORY     - 20050313 GOOD             GEOCAC
 GN0671
 GN0671                          STATION DESCRIPTION
 GN0671
 GN0671'DESCRIBED BY US GEOLOGICAL SURVEY 1960 (PAA)
 GN0671'STATION MARKED AS FOLLOWS -- ALUMINUM TRIANGULATION TABLET SET IN ROCK
 GN0671'ON SUMMIT OF GRAVEL AND BOULDER HILL, WAS SEARCHED FOR BUT NOT
 GN0671'RECOVERED BY THIS PARTY IN 1956.  STATION --COX 2 1956-- WAS
 GN0671'THEREFORE ESTABLISHED.
 GN0671'
 GN0671'STATION IS LOCATED ABOUT 11 MI. N. OF AZTEC AND 6 MI. W. OF U.S.
 GN0671'HIGHWAY 550, ABOUT 1-1/2 MI. S. OF THE COLORADO-NEW MEXICO STATE
 GN0671'LINE, ON THE N. AND HIGHEST OF 2 PROMINENT TIMBERED HILLS, AT THE
 GN0671'APPROXIMATE CENTER OF ROUNDED TOP ABOUT 100 FT. IN DIAMETER.
 GN0671'
 GN0671'TO REACH STATION FROM THE CEDAR HILLS POST OFFICE, DRIVE N. ALONG
 GN0671'U.S. HIGHWAY 550 1.0 MI. TO T-JUNCTION WITH DIRT RD. W. APPROXIMATELY
 GN0671'300 FT. S. OF TELEPHONE LINE CROSSING RD., TURN LEFT GOING NW. 0.4 MI.
 GN0671'TO Y-RD., TAKE LEFT FORK 0.2 MI. TO DRY WASH, CROSS WASH AND CONTINUE
 GN0671'W. 0.7 MI. TO Y-RD., TURN RIGHT, CROSSING RIDGE TO NEXT CANYON N.
 GN0671'AND FOLLOW MAIN RD. UP CANYON 1.6 MI. TO Y-RD., TAKE LEFT FORK AND
 GN0671'CONTINUE STRAIGHT AHEAD, PAST FIRST Y-RD. 1.0 MI. TO NEXT Y-RD.,
 GN0671'TURN LEFT AND GO 1.3 MI. TO Y-RD., TAKE RIGHT FORK 0.1 MI. TO Y-RD.,
 GN0671'TURN LEFT PROCEEDING STRAIGHT AHEAD THRU 2 Y-RDS. AND UP STEEP HILL,
 GN0671'1.5 MI. TO SUMMIT AND WELL SITE.  LEAVE TRUCK HERE AND PACK SOUTHERLY
 GN0671'TO SMALL, POINTED WOODED TOP WHICH IS HIGHEST POINT IN AREA AND
 GN0671'STATION, ABOUT A 10 MINUTE PACK.
 GN0671'
 GN0671'STATION AND R.M.S RECOVERED IN GOOD CONDITION AS DESCRIBED.
 GN0671'
 GN0671'STATION MARK--STANDARD TABLET CEMENTED IN DRILL HOLE IN EMBEDDED
 GN0671'BOULDER, PROJECTING 0.1 FT. ABOVE GROUND, AND STAMPED ---COX
 GN0671'2-1956---.
 GN0671'
 GN0671'REFERENCE MARK NO. 1--COPPER NAIL AND WASHER IN TOP OF CUT-OFF FORK
 GN0671'OF 2 OF 4 IN. PINON TREE, 2.2 FT. ABOVE GROUND AND 29.05 FT. N. OF
 GN0671'STATION MARK, S 13 DEG 52 MIN W.
 GN0671'
 GN0671'REFERENCE MARK NO. 2--TOP OF 2 IN. REINFORCING ROD, PROJECTING 0.9
 GN0671'FT. ABOVE GROUND AND SET 37.35 FT. E. OF STATION MARK,
 GN0671'S 79 DEG 27 MIN W.
 GN0671
 GN0671                          STATION RECOVERY (2005)
 GN0671
 GN0671'RECOVERY NOTE BY GEOCACHING 2005 (VL)
 GN0671'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0526 ***********************************************************************
 FP0526  CBN         -  This is a Cooperative Base Network Control Station.
 FP0526  DESIGNATION -  COY
 FP0526  PID         -  FP0526
 FP0526  STATE/COUNTY-  NM/MCKINLEY
 FP0526  USGS QUAD   -  COYOTE CANYON (1970)
 FP0526
 FP0526                         *CURRENT SURVEY CONTROL
 FP0526  ___________________________________________________________________
 FP0526* NAD 83(1992)-  35 47 07.69273(N)    108 34 31.90305(W)     ADJUSTED  
 FP0526* NAVD 88     -      1956.9    (meters)    6420.     (feet)  GPS OBS   
 FP0526  ___________________________________________________________________
 FP0526  X           -  -1,650,597.887 (meters)                     COMP
 FP0526  Y           -  -4,911,590.756 (meters)                     COMP
 FP0526  Z           -   3,710,040.102 (meters)                     COMP
 FP0526  LAPLACE CORR-           0.05  (seconds)                    DEFLEC99
 FP0526  ELLIP HEIGHT-        1936.00  (meters)          (05/26/00) GPS OBS
 FP0526  GEOID HEIGHT-         -20.85  (meters)                     GEOID03
 FP0526
 FP0526  HORZ ORDER  -  B
 FP0526  ELLP ORDER  -  SECOND    CLASS I
 FP0526
 FP0526.The horizontal coordinates were established by GPS observations
 FP0526.and adjusted by the National Geodetic Survey in September 1992..
 FP0526
 FP0526.The orthometric height was determined by GPS observations and a
 FP0526.high-resolution geoid model.
 FP0526
 FP0526.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FP0526
 FP0526.The Laplace correction was computed from DEFLEC99 derived deflections.
 FP0526
 FP0526.The ellipsoidal height was determined by GPS observations
 FP0526.and is referenced to NAD 83.
 FP0526
 FP0526.The geoid height was determined by GEOID03.
 FP0526
 FP0526;                    North         East     Units Scale Factor Converg.
 FP0526;SPC NM W     -   530,974.652   762,905.155   MT  0.99997212   -0 26 02.5
 FP0526;SPC NM W     - 1,742,039.34  2,502,964.66   sFT  0.99997212   -0 26 02.5
 FP0526;UTM  12      - 3,962,866.300   719,122.974   MT  1.00019170   +1 25 05.8
 FP0526
 FP0526!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FP0526!SPC NM W     -   0.99969623  x   0.99997212  =   0.99966836
 FP0526!UTM  12      -   0.99969623  x   1.00019170  =   0.99988787
 FP0526
 FP0526|---------------------------------------------------------------------|
 FP0526| PID    Reference Object                     Distance      Geod. Az  |
 FP0526|                                                           dddmmss.s |
 FP0526| CD3310 COY RM 1                              8.479 METERS 13234     |
 FP0526| CD3311 COY RM 2                              8.522 METERS 22158     |
 FP0526| CD3309 COY AZ MK                                          3591927.6 |
 FP0526|---------------------------------------------------------------------|
 FP0526
 FP0526                          SUPERSEDED SURVEY CONTROL
 FP0526
 FP0526  NAD 83(1992)-  35 47 07.69630(N)    108 34 31.90346(W) AD(       ) B
 FP0526  ELLIP H (09/30/92) 1936.10   (m)                       GP(       ) 2 1
 FP0526  NAD 83(1986)-  35 47 07.69630(N)    108 34 31.90346(W) AD(       ) 1
 FP0526  NAD 27      -  35 47 07.62900(N)    108 34 29.61000(W) AD(       ) 1
 FP0526  NGVD 29 (07/19/86) 1955.90   (m)         6417.0    (f) LEVELING    3  
 FP0526
 FP0526.Superseded values are not recommended for survey control.
 FP0526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0526.See file dsdata.txt to determine how the superseded data were derived.
 FP0526
 FP0526_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYE1912362866(NAD 83)
 FP0526_MARKER: DS = TRIANGULATION STATION DISK
 FP0526_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FP0526_SP_SET: CONCRETE POST
 FP0526_STAMPING: COY 1951
 FP0526_MARK LOGO: CGS   
 FP0526_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FP0526_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FP0526+STABILITY: SURFACE MOTION
 FP0526_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FP0526+SATELLITE: SATELLITE OBSERVATIONS - March 09, 1999
 FP0526
 FP0526  HISTORY     - Date     Condition        Report By
 FP0526  HISTORY     - 1951     MONUMENTED       CGS
 FP0526  HISTORY     - 1951     GOOD             CGS
 FP0526  HISTORY     - 1960     GOOD             CGS
 FP0526  HISTORY     - 1963     GOOD             CGS
 FP0526  HISTORY     - 1972     GOOD             NGS
 FP0526  HISTORY     - 19920306 GOOD             NGS
 FP0526  HISTORY     - 19990309 GOOD             NAVNAT
 FP0526  HISTORY     - 20050616 GOOD             INDIV
 FP0526
 FP0526                          STATION DESCRIPTION
 FP0526
 FP0526'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (WRH)
 FP0526'THE STATION IS LOCATED ON A SMALL SAGE BRUSH COVERED KNOLL.
 FP0526'IT IS ABOUT 3.5 MILES EAST-SOUTHEAST OF COYOTE CANYON TRADING
 FP0526'POST, ABOUT 13 MILES SOUTHEAST OF THE TOHATCHI TRADING POST
 FP0526'AND ABOUT 17 MILES NORTH-NORTHEAST OF GALLUP.
 FP0526'
 FP0526'THE STATION IS A STANDARD DISK STAMPED COY 1951 SET IN THE TOP
 FP0526'OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS ABOUT 1
 FP0526'INCH ABOVE THE GROUND.  IT IS ABOUT 4.5 FEET SOUTH OF A WHITE
 FP0526'WITNESS POST AND ABOUT 0.2 MILE SOUTHEAST OF THE CENTER LINE OF A
 FP0526'TRACK ROAD.
 FP0526'
 FP0526'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED COY NO
 FP0526'1 1951 SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMET
 FP0526'WHICH PROJECTS ABOUT 1 INCH ABOVE THE GROUND AND IS ABOUT 6
 FP0526'INCHES LOWER THAN THE STATION.
 FP0526'
 FP0526'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED COY NO
 FP0526'2 1951 SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH
 FP0526'IS ABOUT 1 INCH BELOW THE GROUND AND IS ABOUT 6 INCHES LOWER
 FP0526'THAN THE STATION.
 FP0526'
 FP0526'THE AZIMUTH MARK IS A STANDARD DISK STAMPED COY 1951 SET IN A
 FP0526'DRILL HOLE IN AN OUTCROPPING OF BEDROCK WHICH IS FLUSH WITH
 FP0526'THE GROUND.  IT IS ABOUT 110 FEET EAST OF THE CENTER LINE OF
 FP0526'THE TRACK ROAD AND 1 FOOT WEST OF A SMALL CAIRN.
 FP0526'
 FP0526'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 66 AND
 FP0526'666 IN GALLUP, GO NORTH ON U.S. HIGHWAY 666 FOR 8 MILES TO A
 FP0526'FORK.  CONTINUE NORTH ON U.S. HIGHWAY 666 FOR 7.5 MILES TO A
 FP0526'SIDE ROAD ON THE RIGHT SIDE OF THE HIGHWAY.  TAKE THE SIDE
 FP0526'ROAD AND FOLLOW THE MAIN TRAVELED ROAD FOR 10 MILES TO COYOTE
 FP0526'CANYON TRADING POST.  CONTINUE NORTH ON THE MAIN TRAVELED
 FP0526'ROAD FOR 5.6 MILES TO A CROSS ROAD.  TURN RIGHT AND FOLLOW THE
 FP0526'TRACK ROAD UP THE HILL FOR 2.5 MILES TO A FORK AND STATION
 FP0526'OTE.  TAKE THE LEFT FORK AND FOLLOW SOUTHERLY FOR 0.2 MILE TO
 FP0526'THE AZIMUTH MARK ON THE LEFT, EAST SIDE OF THE ROAD.  CONTINUE
 FP0526'STRAIGHT AHEAD FOR 0.4 MILE AND TURN LEFT, EAST OFF THE
 FP0526'ROAD FOR 0.2 MILE TO THE HIGHEST POINT OF THE KNOLL AND THE
 FP0526'STATION.
 FP0526
 FP0526                          STATION RECOVERY (1951)
 FP0526
 FP0526'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951
 FP0526'RECOVERED IN GOOD CONDITION.
 FP0526
 FP0526                          STATION RECOVERY (1960)
 FP0526
 FP0526'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (REA)
 FP0526'THE STATION MARK AND REFERENCE MARK NO. 1 WERE RECOVERED AND BOTH
 FP0526'MARKS WERE FOUND IN FAIR CONDITION.  REFERENCE MARK NO. 2
 FP0526'AND THE AZIMUTH MARK WERE NOT RECOVERED.
 FP0526'
 FP0526'A NEW TO-REACH FOLLOWS.
 FP0526'
 FP0526'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 66 AND
 FP0526'666 IN GALLUP, GO NORTH ON U.S. HIGHWAY 666 FOR 15.3 MILES TO A
 FP0526'T-ROAD RIGHT.  TURN RIGHT OFF U.S. HIGHWAY 666 AND FOLLOW THE
 FP0526'MAIN TRAVELED ROAD FOR 6.1 MILES TO A FORK.  TAKE THE LEFT ROAD
 FP0526'AND GO 3.6 MILES, PASSING COYOTE CANYON SCHOOL ON THE LEFT,
 FP0526'AND CONTINUE TO A WINDMILL ON THE LEFT AND A SIDE ROAD
 FP0526'RIGHT.  TURN RIGHT ON A TRACK ROAD, SOUTHEAST, AND GO 0.6
 FP0526'MILE TO A FORK.  TAKE THE LEFT ROAD FOR 2.1 MILES TO THE TOP
 FP0526'OF A KNOLL.  TURN LEFT AND GO 0.1 TO THE STATION.
 FP0526
 FP0526                          STATION RECOVERY (1963)
 FP0526
 FP0526'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CKP)
 FP0526'ALL MARKS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION TO
 FP0526'REACH THE STATION FOLLOWS--
 FP0526'
 FP0526'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 66 AND 666 AND
 FP0526'STATE HIGHWAY 789 IN GALLUP, GO NORTH ON HIGHWAYS 666 AND 789
 FP0526'FOR 8.0 MILES TO THE JUNCTION OF STATE HIGHWAY 68 ON THE LEFT.
 FP0526'CONTINUE NORTH ON HIGHWAY 666 FOR 7.5 MILES TO A SIDE ROAD
 FP0526'RIGHT.  TURN RIGHT AND GO EAST AND NORTHEAST ON GRAVELED
 FP0526'ROAD FOR 9.5 MILES TO THE BRIMHALL POST OFFICE ON THE RIGHT.
 FP0526'CONTINUE NORTHEAST FOR 1.7 MILES TO A FORK, TURN LEFT AND
 FP0526'CONTINUE NORTHEAST FOR 0.45 MILE TO A TRACK CROSS ROAD, TURN LEFT
 FP0526'AND GO NORTH 0.2 MILE, TURN RIGHT, LEAVING THE TRACK ROAD, AND
 FP0526'GO EAST FOR 0.1 MILE TO THE TOP OF THE HILL AND THE STATION.
 FP0526'
 FP0526'TO REACH THE AZIMUTH MARK--FROM THE POINT YOU LEAVE THE
 FP0526'TRACK ROAD TO GO TO THE STATION, CONTINUE NORTH ON THE TRACK
 FP0526'ROAD FOR 0.3 MILE TO THE MARK ON THE RIGHT.
 FP0526'
 FP0526'ASTRO PARTY 621 VISITED THIS STATION.
 FP0526
 FP0526                          STATION RECOVERY (1972)
 FP0526
 FP0526'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (CWW)
 FP0526'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 FP0526'CONDITION.  A NEW TO REACH HAS BEEN WRITTEN BECAUSE OF CHANGES
 FP0526'IN ROADS.
 FP0526'
 FP0526'TO REACH STATION FROM THE INTERSECTION OF MALONEY STREET AND
 FP0526'U.S. HIGHWAY 666 IN GALLUP, NEW MEXICO, TRAVEL NORTH ON U.S.
 FP0526'666 15.95 MILES TO THE JUNCTION OF U.S. 666 AND A PAVED
 FP0526'HIGHWAY TO CROWNPOINT, N.M. ON THE RIGHT (EAST).  TURN RIGHT
 FP0526'(EAST) ON THE CROWNPOINT ROAD AND TRAVEL 11.9 MILES TO A SUMMIT
 FP0526'OF A MEDIUM PINION TREE COVERED HILL AND NMSHC RIGHT-OF-WAY
 FP0526'MARKER NUMBER 635+75.35.  STATION COY IS 0.25 MILES LEFT
 FP0526'(NORTH) OF THIS POINT.
 FP0526'
 FP0526'HEIGHT OF LIGHT ABOVE STATION MARK 1.52 FEET.
 FP0526'
 FP0526'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--17 MILES
 FP0526'NNE OF GALLUP.
 FP0526
 FP0526                          STATION RECOVERY (1992)
 FP0526
 FP0526'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 FP0526'THE STATION IS LOCATED ABOUT 27.32 KM (16.98 MI) NORTH-NORTHEAST OF
 FP0526'GALLUP ON A SMALL SAGE BRUSH COVERED KNOLL.  OWNERSHIP--UNKNOWN.
 FP0526'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 666 AND
 FP0526'INTERSTATE HIGHWAY 40 (EXIT 20) IN GALLUP, GO NORTH ON HIGHWAY 666
 FP0526'FOR 11.25 KM (6.99 MI) TO THE JUNCTION OF STATE HIGHWAY 264. CONTINUE
 FP0526'NORTH ON HIGHWAY 666 FOR 12.2 KM (7.6 MI) TO THE PAVED ROAD TO CROWN
 FP0526'POINT ON THE RIGHT.  TURN RIGHT, EAST, ON CROWN POINT ROAD (INDIAN
 FP0526'ROAD 9) FOR 14.6 KM (9.1 MI) TO COYOTE CANYON CHAPTER CAFE. CONTINUE
 FP0526'EAST ON CROWN POINT ROAD FOR 4.0 KM (2.5 MI) TO A DIRT ROAD LEFT.
 FP0526'TURN LEFT, NORTH THEN EAST, ON DIRT ROAD FOR 0.4 KM (0.2 MI) TO A
 FP0526'DIRT ROAD LEFT. TURN LEFT, NORTH, ON THE DIRT ROAD (TOWARD HOUSE) FOR
 FP0526'0.16 KM (0.10 MI) TO THE STATION ON THE LEFT, ABOUT 40 M (131.2 FT)
 FP0526'WEST OF THE DIRT ROAD. MAKE CONTACT WITH THE RESIDENTS JUST NORTH OF
 FP0526'THE STATION.
 FP0526'THE STATION IS A STANDARD DISK SET IN THE TOP OF A 25-CM SQUARE
 FP0526'CONCRETE POST PROJECTING 3-CM ABOVE THE GROUND.  LOCATED 40 M
 FP0526'(131.2 FT) WEST OF THE DIRT ROAD AND 1.4 M (4.6 FT) SOUTH OF A
 FP0526'WITNESS POST.
 FP0526
 FP0526                          STATION RECOVERY (1999)
 FP0526
 FP0526'RECOVERY NOTE BY NAVAJO NATION 1999 (LLY)
 FP0526'RECOVERED AS DESCRIBED.  OWNERSHIP--NAVAJO NATION/NAVAJO TRIBAL TRUST
 FP0526'LAND, CONTACT - NAVAJO LAND DEPARTMENT, TELEPHONE 520-871-7058, PO BOX
 FP0526'9000, WINDOW ROCK AZ 86515.
 FP0526
 FP0526                          STATION RECOVERY (2005)
 FP0526
 FP0526'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (BHI)
 FP0526'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR1007 ***********************************************************************
 DR1007  DESIGNATION -  COY
 DR1007  PID         -  DR1007
 DR1007  STATE/COUNTY-  NM/OTERO
 DR1007  USGS QUAD   -  CAT MOUNTAIN (1981)
 DR1007
 DR1007                         *CURRENT SURVEY CONTROL
 DR1007  ___________________________________________________________________
 DR1007* NAD 83(1992)-  33 10 28.38542(N)    105 58 27.02277(W)     ADJUSTED  
 DR1007* NAVD 88     -      1905.5    (meters)    6252.     (feet)  VERTCON   
 DR1007  ___________________________________________________________________
 DR1007  LAPLACE CORR-          11.03  (seconds)                    DEFLEC99
 DR1007  GEOID HEIGHT-         -21.53  (meters)                     GEOID03
 DR1007
 DR1007  HORZ ORDER  -  FIRST
 DR1007
 DR1007.The horizontal coordinates were established by classical geodetic methods
 DR1007.and adjusted by the National Geodetic Survey in December 1993..
 DR1007
 DR1007.The NAVD 88 height was computed by applying the VERTCON shift value to
 DR1007.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DR1007
 DR1007.The Laplace correction was computed from DEFLEC99 derived deflections.
 DR1007
 DR1007.The geoid height was determined by GEOID03.
 DR1007
 DR1007;                    North         East     Units Scale Factor Converg.
 DR1007;SPC NM C     -   241,142.299   525,723.512   MT  0.99990816   +0 09 03.4
 DR1007;SPC NM C     -   791,147.69  1,724,811.22   sFT  0.99990816   +0 09 03.4
 DR1007;UTM  13      - 3,671,060.539   409,174.664   MT  0.99970171   -0 31 59.1
 DR1007
 DR1007!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR1007!SPC NM C     -   0.99970431  x   0.99990816  =   0.99961250
 DR1007!UTM  13      -   0.99970431  x   0.99970171  =   0.99940611
 DR1007
 DR1007:                Primary Azimuth Mark                     Grid Az
 DR1007:SPC NM C     -  COY AZ MK                                008 00 43.2
 DR1007:UTM  13      -  COY AZ MK                                008 41 45.7
 DR1007
 DR1007|---------------------------------------------------------------------|
 DR1007| PID    Reference Object                     Distance      Geod. Az  |
 DR1007|                                                           dddmmss.s |
 DR1007| CJ7000 COY AZ MK                                          0080946.6 |
 DR1007| CJ7001 COY RM 1                              2.698 METERS 01449     |
 DR1007| CJ7002 COY RM 2                              3.064 METERS 10134     |
 DR1007|---------------------------------------------------------------------|
 DR1007
 DR1007                          SUPERSEDED SURVEY CONTROL
 DR1007
 DR1007  NAD 83(1986)-  33 10 28.39311(N)    105 58 27.02536(W) AD(       ) 1
 DR1007  NAD 27      -  33 10 28.10730(N)    105 58 25.06430(W) AD(       ) 1
 DR1007  NGVD 29 (07/19/86) 1904.8    (m)         6249.     (f) VERT ANG       
 DR1007
 DR1007.Superseded values are not recommended for survey control.
 DR1007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR1007.See file dsdata.txt to determine how the superseded data were derived.
 DR1007
 DR1007_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDS0917571061(NAD 83)
 DR1007_MARKER: DS = TRIANGULATION STATION DISK
 DR1007_SETTING: 66 = SET IN ROCK OUTCROP
 DR1007
 DR1007  HISTORY     - Date     Condition        Report By
 DR1007  HISTORY     - 1936     MONUMENTED       CGS
 DR1007  HISTORY     - 1952     GOOD             CGS
 DR1007  HISTORY     - 1954     GOOD             CGS
 DR1007  HISTORY     - 1967     GOOD             CGS
 DR1007  HISTORY     - 1973     GOOD             USGS
 DR1007
 DR1007                          STATION DESCRIPTION
 DR1007
 DR1007'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 DR1007'THE STATION IS ABOUT 7 MILES NORTH AND 2 MILES EAST OF TULAROSA,
 DR1007'ABOUT 4 MILES EAST OF TEMPORAL STATION ON THE SOUTHERN PACIFIC
 DR1007'RAILWAY, ON THE HIGHEST POINT OF A HIGH RIDGE, WHICH HAS A VERY
 DR1007'STEEP SLOPE ALONG THE SOUTH SIDE, AT THE SOUTHWEST END OF THE
 DR1007'BARREN COYOTE RANGE OF HILLS.  STATION COYOTE (U.S.G.S.) IS
 DR1007'LOCATED ABOUT 3/4 MILE EAST-NORTHEAST ON A SHARP KNOLL OF A
 DR1007'SLIGHTLY HIGHER HILL.  TO REACH FROM THE OLD MAXWELL PLACE,
 DR1007'WHICH IS ON THE MAIN WASH OF THE RINCONADO CREEK AND ABOUT 7
 DR1007'MILES BY ROAD FROM TEMPORAL, GO 100 YARDS UP WASH, TURN RIGHT
 DR1007'OUT OF WASH AND PASS LARGE COTTONWOOD TREE AND BOXED WELL,
 DR1007'CONTINUE SOUTHEAST UP A SIDE WASH 75 YARDS TO RUINS OF AN
 DR1007'OLD STONE HOUSE, CONTINUE ON OLD ROAD UP A SIDE WASH 0.2
 DR1007'MILE, CROSS WASH AND TAKE A POOR ROAD UP A STEEP HILL ALONG THE
 DR1007'SOUTHEASTERLY LEFT SIDE OF DRAW, CONTINUE 0.75 MILE TO TOP OF
 DR1007'RIDGE, AND TAKE RIGHT FORK SOUTHERLY.  THE STATION IS ON THE
 DR1007'HIGH SKYLINE SOUTHWEST OF THIS POINT.  TAKE LEFT FORK AT
 DR1007'0.2 MILE, GO SOUTHERLY 0.3 MILE AND TAKE RIGHT FORK ON
 DR1007'THE LEAST TRAVELED ROAD SOUTHERLY AND SOUTHWESTERLY ACROSS
 DR1007'DRAWS OF THE NORTH SLOPE OF COYOTE RANGE, GO 0.7 MILE TO
 DR1007'FORKS, TURN LEFT (SOUTHERLY) UP RIDGE AND GO 0.1 MILE
 DR1007'TO END OF TRUCK TRAVEL.  THE STATION LIES ABOUT 1 MILE
 DR1007'SOUTHWESTWARD AND MAY BE REACHED BY FOLLOWING UP RIDGE TO
 DR1007'THE CREST OF THE DIVIDE THENCE WEST TO THE STATION.  IT IS
 DR1007'A 40-MINUTE PACK FROM END OF TRUCK TRAVEL.  THE STATION AND
 DR1007'REFERENCE MARKS ARE STANDARD DISKS SET IN ROCK.
 DR1007'REFERENCE MARK NO. 1 IS 2,689 METERS
 DR1007'(8.82 FEET) FROM THE STATION, AND
 DR1007'NO. 2 IS 3.052 METERS (10.01 FEET) FROM THE STATION
 DR1007'STATION BLACK LEDGE MAY BE USED AS
 DR1007'AN AZIMUTH MARK.
 DR1007
 DR1007                          STATION RECOVERY (1952)
 DR1007
 DR1007'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (RLE)
 DR1007'THE STATION, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 WERE
 DR1007'RECOVERED AND FOUND TO BE IN GOOD CONDITION.  A NEW AZIMUTH
 DR1007'MARK WAS ESTABLISHED.
 DR1007'
 DR1007'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION--
 DR1007'
 DR1007'THE STATION IS LOCATED ABOUT 18 MILES NORTHEAST OF TULAROSA ON
 DR1007'THE HIGHEST POINT OF A PROMINENT PEAK.  IT IS STAMPED COY
 DR1007'1936.
 DR1007'
 DR1007'REFERENCE MARK NO. 1 IS ABOUT 2 FEET LOWER IN ELEVATION THAN
 DR1007'THE STATION AND IS STAMPED COY NO 1 1956.
 DR1007'
 DR1007'REFERENCE MARK NO. 2 IS ABOUT 1 FOOT LOWER IN ELEVATION THAN THE
 DR1007'STATION AND IS STAMPED COY NO 2 1936.
 DR1007'
 DR1007'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 13.01 FEET.
 DR1007'
 DR1007'THE AZIMUTH MARK IS NEAR THE WEST EDGE OF A SMALL RIDGE, 6 FEET
 DR1007'WEST OF THE CENTER OF A TRACK ROAD AND 3 FEET SOUTHEAST OF A
 DR1007'WITNESS POST.  IT IS STAMPED COY 1936 RESET 19529.
 DR1007'
 DR1007'TO REACH THE STATION FROM THE INTERSECTION JUST WEST OF THE
 DR1007'POST OFFICE IN TULAROSA, GO NORTH FOR 0.3 MILE TO THE JUNCTION
 DR1007'OF U.S. HIGHWAYS 70 AND 54, CONTINUE NORTH ON U.S. HIGHWAY
 DR1007'54 FOR 1.6 MILES TO A SIDE ROAD ON THE RIGHT.  TURN RIGHT AND
 DR1007'GO NORTHEAST ON MAIN TRAVELED ROAD FOR 10.4 MILES TO A FORK AND
 DR1007'SAMLL SIGN COY, TAKE LEFT FORK AND GO SOUTH WEST AND SOUTH FOR
 DR1007'3.6 MILES TO THE AZIMUTH MARK ON SUMMIT OF SMALL RIDGE AS
 DR1007'DESCRIBED.  CONTINUE SOUTH FOR 0.3 MILE TO THE END OF TRUCK
 DR1007'TRAVEL, STATION IS ABOUT 250 YARDS EAST ON THE HIGHEST POINT
 DR1007'OF PEAK AS DESCRIBED.
 DR1007'
 DR1007'NOTE--A 4 WHEEL DRIVE VEHICLE WILL BE NEEDED TO REACH STATION.
 DR1007
 DR1007                          STATION RECOVERY (1954)
 DR1007
 DR1007'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (CAS)
 DR1007'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 DR1007'TO BE IN GOOD CONDITION.  THE 1952 DESCRIPTION IS ADEQUATE.
 DR1007
 DR1007                          STATION RECOVERY (1967)
 DR1007
 DR1007'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (JWC)
 DR1007'THE STATION MARK, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK WERE
 DR1007'RECOVERED AS DESCRIBED IN 1952.  THE DESCRIPTION TO REACH THE
 DR1007'STATION IS INADEQUATE.  FOLLOWING IS A COMPLETE NEW DESCRIPTION.
 DR1007'
 DR1007'THE STATION IS ABOUT 8 MILES NORTH-NORTHEAST OF TULAROSA, 11
 DR1007'MILES SOUTH-SOUTHEAST OF THREE RIVERS, 4-1/4 MILES EAST OF U.S.
 DR1007'HIGHWAY 54, ON THE HIGHEST POINT OF A PROMINENT BARE PEAK.
 DR1007'
 DR1007'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 54 AND
 DR1007'70 IN TULAROSA, GO NORTH ON U.S. HIGHWAY 54 FOR 1.7 MILES TO A
 DR1007'GRAVELED SIDE ROAD ON THE RIGHT, JUST BEFORE REACHING AN OVERPASS.
 DR1007'TURN RIGHT AND GO NORTHEAST ON GRAVELED ROAD FOR 0.4 MILE TO
 DR1007'WHERE THE ROAD TURNS LEFT AWAY FROM AN AIRSTRIP, BEAR LEFT,
 DR1007'FOLLOWING BLADED ROAD FOR 0.75 MILE TO A FORK.  TAKE THE
 DR1007'RIGHT FORK FOR 0.35 MILE TO A FORK, TAKE THE RIGHT FORK,
 DR1007'NORTHEASTERLY FOR 0.45 MILE TO A FORK.  TAKE THE RIGHT FORK
 DR1007'FOR 0.75 MILE TO A CATTLE GUARD, CROSS CATTLE GUARD AND
 DR1007'CONTINUE AHEAD NORTHEASTERLY ON BLADED ROAD FOR 1.85 MILES
 DR1007'TO A WIRE GATE, PASS THROUGH THE GATE AND CONTINUE ON THE MAIN
 DR1007'ROAD FOR 0.8 MILE TO ANOTHER WIRE GATE.  PASS THROUGH THE
 DR1007'GATE AND CONTINUE NORTHEASTERLY FOR 4.65 MILES TO A BOARD
 DR1007'GATE, PASS THROUGH GATE AND GO NORTH ON BLADED ROAD FOR 0.6
 DR1007'MILE TO A TRACK ROAD ON THE LEFT.  TURN LEFT AND GO WEST ON
 DR1007'TRACK ROAD FOR 0.55 MILE TO A TRACK ROAD ON THE RIGHT, TURN
 DR1007'RIGHT AND FOLLOW TRACK ROAD WESTERLY FOR 0.3 MILE TO A
 DR1007'WASH JUST WEST OF A LARGE DAM.  CROSS WASH AND GO SOUTHWESTERLY
 DR1007'FOR 0.35 MILE TO A DIM TRACK ROAD ON THE LEFT, TURN SHARP
 DR1007'LEFT AND FOLLOW DIM TRACK ROAD SOUTHWEST THEN NORTHWEST FOR
 DR1007'0.7 MILE TO THE BOTTOM OF AN ARROYO.  TURN LEFT AND GO SOUTH
 DR1007'UP ARROYO FOR ABOUT 100 FEET, THEN TURN RIGHT OUT OF ARROYO
 DR1007'AND GO WESTERLY UP STEEP SLOPE FOR 0.25 MILE TO TOP OF A RIDGE,
 DR1007'CONTINUE SOUTHERLY ON TRACK ROAD ALONG TOP OF RIDGE FOR 1.9
 DR1007'MILES TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE
 DR1007'SOUTHERLY FOR 0.3 MILE TO A SMALL SADDLE AND THE END OF TRUCK
 DR1007'TRAVEL.  FROM THIS POINT, PACK EAST FOR ABOUT 150 YARDS TO TOP
 DR1007'OF PEAK AND THE STATION.
 DR1007'
 DR1007'STATION MARK IS A STANDARD DISK, STAMPED COY 1936, CEMENTED
 DR1007'IN DRILL HOLE IN THE TOP OF AN IRREGULAR MASS OF ROCK OUTCROP.
 DR1007'
 DR1007'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED COY NO 1 1936,
 DR1007'CEMENTED IN DRILL HOLE IN THE TOP OF A 1 BY 2 FOOT ROCK
 DR1007'OUTCROP, THAT PROJECTS 1 INCH.  IT IS ABOUT 1 FOOT LOWER THAN
 DR1007'THE STATION.
 DR1007'
 DR1007'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED COY NO 2 1936,
 DR1007'CEMENTED IN DRILL HOLE IN THE TOP OF A 1 BY 2 FOOT ROCK
 DR1007'OUTCROP, THAT PROJECTS 1 INCH.  IT IS ABOUT 2 FOOT LOWER THAN
 DR1007'THE STATION.
 DR1007'
 DR1007'AZIMUTH MARK IS A STANDARD DISK, STAMPED COY 1936 RESET 1952,
 DR1007'CEMENTED IN DRILL HOLE IN A 1 BY 1 FOOT ROCK OUTCROP, THAT
 DR1007'IS FLUSH WITH THE GROUND.  IT IS 3 FEET SOUTHEAST OF A WITNESS
 DR1007'POST AND 6 FEET WEST OF THE CENTERLINE OF A TRACK ROAD.
 DR1007'
 DR1007'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--11 MILES
 DR1007'SOUTH-SOUTHEAST OF THREE RIVERS.
 DR1007
 DR1007                          STATION RECOVERY (1973)
 DR1007
 DR1007'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 DR1007'RECOVERED VIA HELICOPTER.
 DR1007'
 DR1007'STATION MARK--STANDARD DISK, SET IN ROCK OUTCROP ABOUT FLUSH WITH
 DR1007'GROUND, AND STAMPED ---COY 1936---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0987 ***********************************************************************
 EQ0987  DESIGNATION -  COYOTE
 EQ0987  PID         -  EQ0987
 EQ0987  STATE/COUNTY-  NM/SOCORRO
 EQ0987  USGS QUAD   -  BELEN SW (1991)
 EQ0987
 EQ0987                         *CURRENT SURVEY CONTROL
 EQ0987  ___________________________________________________________________
 EQ0987* NAD 83(1992)-  34 33 03.60531(N)    106 59 37.12507(W)     ADJUSTED  
 EQ0987* NAVD 88     -      1568.6    (meters)    5146.     (feet)  VERTCON   
 EQ0987  ___________________________________________________________________
 EQ0987  LAPLACE CORR-          -2.98  (seconds)                    DEFLEC99
 EQ0987  GEOID HEIGHT-         -21.79  (meters)                     GEOID03
 EQ0987
 EQ0987  HORZ ORDER  -  THIRD
 EQ0987
 EQ0987.The horizontal coordinates were established by classical geodetic methods
 EQ0987.and adjusted by the National Geodetic Survey in December 1993..
 EQ0987
 EQ0987.The NAVD 88 height was computed by applying the VERTCON shift value to
 EQ0987.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EQ0987
 EQ0987.The Laplace correction was computed from DEFLEC99 derived deflections.
 EQ0987
 EQ0987.The geoid height was determined by GEOID03.
 EQ0987
 EQ0987;                    North         East     Units Scale Factor Converg.
 EQ0987;SPC NM C     -   394,020.081   431,751.334   MT  0.99995739   -0 25 18.4
 EQ0987;SPC NM C     - 1,292,714.22  1,416,504.17   sFT  0.99995739   -0 25 18.4
 EQ0987;SPC NM W     -   394,095.727   907,064.459   MT  0.99998984   +0 28 34.5
 EQ0987;SPC NM W     - 1,292,962.40  2,975,927.31   sFT  0.99998984   +0 28 34.5
 EQ0987;UTM  13      - 3,825,058.031   317,075.096   MT  1.00001245   -1 07 51.6
 EQ0987
 EQ0987!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EQ0987!SPC NM C     -   0.99975725  x   0.99995739  =   0.99971465
 EQ0987!SPC NM W     -   0.99975725  x   0.99998984  =   0.99974709
 EQ0987!UTM  13      -   0.99975725  x   1.00001245  =   0.99976970
 EQ0987
 EQ0987|---------------------------------------------------------------------|
 EQ0987| PID    Reference Object                     Distance      Geod. Az  |
 EQ0987|                                                           dddmmss.s |
 EQ0987| EQ0985 DS 35                                51.758 METERS 01514     |
 EQ0987| EQ0986 DS 35 RM                             27.845 METERS 03432     |
 EQ0987| CD2719 COYOTE RM 2                           9.671 METERS 10229     |
 EQ0987| CD2718 COYOTE AZ MK                                       3474910.1 |
 EQ0987|---------------------------------------------------------------------|
 EQ0987
 EQ0987                          SUPERSEDED SURVEY CONTROL
 EQ0987
 EQ0987  NAD 83(1986)-  34 33 03.60960(N)    106 59 37.12478(W) AD(       ) 3
 EQ0987  NAD 27      -  34 33 03.39160(N)    106 59 35.01880(W) AD(       ) 3
 EQ0987  NGVD 29 (07/19/86) 1567.8    (m)         5144.     (f) VERT ANG       
 EQ0987
 EQ0987.Superseded values are not recommended for survey control.
 EQ0987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0987.See file dsdata.txt to determine how the superseded data were derived.
 EQ0987
 EQ0987_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU1707525058(NAD 83)
 EQ0987_MARKER: DS = TRIANGULATION STATION DISK
 EQ0987_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EQ0987
 EQ0987  HISTORY     - Date     Condition        Report By
 EQ0987  HISTORY     - 1958     MONUMENTED       CGS
 EQ0987
 EQ0987                          STATION DESCRIPTION
 EQ0987
 EQ0987'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RLE)
 EQ0987'THE STATION IS LOCATED ABOUT 16 MILES SOUTHWEST OF BELEN AND
 EQ0987'13 MILES NORTHWEST OF BERNARDO ON LOW PASTURE LAND.  IT IS 86
 EQ0987'FEET SOUTHEAST OF THE CENTER OF A TRACK ROAD AND 5 FEET NORTHEAST
 EQ0987'OF A WHITE WITNESS POST.  THE MARK PROJECTS ABOUT 2 INCHES
 EQ0987'ABOVE THE SURFACE OF THE GROUND AND IS STAMPED COYOTE 1958.
 EQ0987'
 EQ0987'A USGS BENCH MARK WAS USED FOR REFERENCE MARK NO. 1.  IT IS
 EQ0987'55 FEET NORTH-NORTHWEST OF THE CENTER OF A TRACK ROAD.  IT IS
 EQ0987'A STANDARD USGS BENCH MARK SET IN THE TOP OF A 6 X 6 INCH
 EQ0987'CONCRETE POST.  THE MARK PROJECTS ABOUT 8 INCHES ABOVE THE
 EQ0987'SURFACE OF THE GROUND AND IS STAMPED DS 35 5146 1949.
 EQ0987'
 EQ0987'REFERENCE MARK NO. 2 PROJECTS ABOUT 2 INCHES ABOVE THE SURFACE
 EQ0987'OF THE GROUND AND IS STAMPED COYOTE NO 2 1958.
 EQ0987'
 EQ0987'USGS BM IS A COPPER BOLT SET IN THE TOP OF A 3 X 3 INCH CONCRETE
 EQ0987'POST WHICH PROJECTS 3 INCHES ABOVE THE SURFACE OF THE GROUND.
 EQ0987'IT IS 34 FEET SOUTH-SOUTHEAST OF THE CENTER OF A TRACK ROAD.
 EQ0987'
 EQ0987'THE AZIMUTH MARK IS 75 YARDS SOUTHEAST OF A FORK IN THE ROAD,
 EQ0987'45 FEET SOUTH OF THE CENTER OF A TRACK ROAD AND 2 FEET SOUTH OF
 EQ0987'A WHITE WITNESS POST.  THE MARK PROJECTS ABOUT 2 INCHES ABOVE
 EQ0987'THE SURFACE OF THE GROUND AND IS STAMPED COYOTE 1958.
 EQ0987'
 EQ0987'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 85 AND
 EQ0987'60 IN BERNARDO GO SOUTHWEST ON THE HIGHWAYS FOR 1.7 MILES TO A
 EQ0987'SIDE ROAD RIGHT.  TURN RIGHT AND GO 1.8 MILES TO A FORK.  TAKE
 EQ0987'THE RIGHT FORK AND GO 0.8 MILE TO A FORK AND A GATE STRAIGHT
 EQ0987'AHEAD.  TAKE THE LEFT FORK PASSING THROUGH THE GATE AND GO 0.2
 EQ0987'MILE TO A FORK.  TAKE THE RIGHT FORK AND GO 1.35 MILES TO A
 EQ0987'WIRE GATE.  CONTINUE STRAIGHT AHEAD ON THE GRADED ROAD AND GO 1
 EQ0987'MILE TO A FORK.  TAKE THE LEFT FORK, MAIN ROAD, AND GO 1 MILE
 EQ0987'TO A WIRE GATE.  PASS THROUGH THE GATE AND CONTINUE AHEAD
 EQ0987'FOR 0.9 MILE TO A FORK.  TAKE THE RIGHT FORK CROSSING A
 EQ0987'CATTLE GUARD AND GO 0.1 MILE TO A FORK.  TAKE THE RIGHT FORK,
 EQ0987'MAIN TRAVELED ROAD, AND GO 2.8 MILES TO A FORK.  TAKE THE
 EQ0987'RIGHT FORK PASSING TO THE RIGHT OF SOME CORRALS AND GO
 EQ0987'0.1 MILE TO A FORK.  TAKE THE RIGHT FORK AND GO 4.2 MILES TO
 EQ0987'A SIDE ROAD RIGHT.  TURN RIGHT AND GO 0.6 MILE TO A
 EQ0987'CATTLE GUARD AND A SIGN F.D. HUNING.  CROSS OVER THE
 EQ0987'CATTLE GUARD AND GO ABOUT 50 YARDS TO A FORK IN THE ROAD.
 EQ0987'TAKE THE MIDDLE FORK OF THREE AND GO 2.2 MILES TO A FORK.
 EQ0987'TAKE THE RIGHT FORK AND GO 0.9 MILE TO A BOARD GATE.  TURN
 EQ0987'LEFT ON A TRACK ROAD FOLLOWING ALONG THE WEST SIDE OF A
 EQ0987'FENCE AND GO 1 MILE TO A BOARD GATE ON THE RIGHT.  TURN
 EQ0987'RIGHT THROUGH THE BOARD GATE AND GO 0.8 MILE TO A FORK.
 EQ0987'(THE AZIMUTH MARK IS ABOUT 75 YARDS SOUTHEAST OF THIS FORK AS
 EQ0987'DESCRIBED).  TAKE THE RIGHT FORK AND GO 0.05 MILE TO A
 EQ0987'REVERSE Y.  CONTINUE STRAIGHT AHEAD ON THE TRACK ROAD AND GO
 EQ0987'0.5 MILE TO A REVERSE Y.  TURN A SHARP RIGHT, SOUTHWEST, AND
 EQ0987'GO 0.3 MILE TO THE STATION ON THE LEFT AS DESCRIBED JUST
 EQ0987'BEFORE REACHING A DEEP DRY WASH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1006 ***********************************************************************
 FO1006  DESIGNATION -  COYOTE
 FO1006  PID         -  FO1006
 FO1006  STATE/COUNTY-  NM/BERNALILLO
 FO1006  USGS QUAD   -  TIJERAS (1990)
 FO1006
 FO1006                         *CURRENT SURVEY CONTROL
 FO1006  ___________________________________________________________________
 FO1006* NAD 83(1992)-  35 01 30.51159(N)    106 29 04.20538(W)     ADJUSTED  
 FO1006* NAVD 88     -      2121.7    (meters)    6961.     (feet)  VERTCON   
 FO1006  ___________________________________________________________________
 FO1006  LAPLACE CORR-          12.73  (seconds)                    DEFLEC99
 FO1006  GEOID HEIGHT-         -20.27  (meters)                     GEOID03
 FO1006
 FO1006  HORZ ORDER  -  THIRD
 FO1006
 FO1006.The horizontal coordinates were established by classical geodetic methods
 FO1006.and adjusted by the National Geodetic Survey in December 1993..
 FO1006
 FO1006.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1006.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1006
 FO1006.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1006
 FO1006.The geoid height was determined by GEOID03.
 FO1006
 FO1006;                    North         East     Units Scale Factor Converg.
 FO1006;SPC NM C     -   446,388.356   478,601.457   MT  0.99990564   -0 08 04.5
 FO1006;SPC NM C     - 1,464,525.80  1,570,211.61   sFT  0.99990564   -0 08 04.5
 FO1006;UTM  13      - 3,876,838.291   364,573.016   MT  0.99982604   -0 51 07.7
 FO1006
 FO1006!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1006!SPC NM C     -   0.99967025  x   0.99990564  =   0.99957593
 FO1006!UTM  13      -   0.99967025  x   0.99982604  =   0.99949635
 FO1006
 FO1006:                Primary Azimuth Mark                     Grid Az
 FO1006:SPC NM C     -  TOWER                                    128 35 02.6
 FO1006:UTM  13      -  TOWER                                    129 18 05.8
 FO1006
 FO1006|---------------------------------------------------------------------|
 FO1006| PID    Reference Object                     Distance      Geod. Az  |
 FO1006|                                                           dddmmss.s |
 FO1006| EQ0716 TOWER                               APPROX.10.8 KM 1282658.1 |
 FO1006|---------------------------------------------------------------------|
 FO1006
 FO1006                          SUPERSEDED SURVEY CONTROL
 FO1006
 FO1006  NAD 83(1986)-  35 01 30.51782(N)    106 29 04.20574(W) AD(       ) 3
 FO1006  NAD 27      -  35 01 30.33588(N)    106 29 02.14401(W) AD(       ) 3
 FO1006  NGVD 29 (07/19/86) 2120.9    (m)         6958.     (f) VERT ANG       
 FO1006
 FO1006.Superseded values are not recommended for survey control.
 FO1006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1006.See file dsdata.txt to determine how the superseded data were derived.
 FO1006
 FO1006_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU6457376838(NAD 83)
 FO1006_MARKER: X = CHISELED CROSS
 FO1006_SETTING: 80 = SET IN A BOULDER
 FO1006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO1006+STABILITY: SURFACE MOTION
 FO1006
 FO1006  HISTORY     - Date     Condition        Report By
 FO1006  HISTORY     - 1934     MONUMENTED       USFS
 FO1006  HISTORY     - 1952     GOOD             USGS
 FO1006
 FO1006                          STATION DESCRIPTION
 FO1006
 FO1006'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 FO1006'STATION IS IN A CLASSIFIED AREA AND WRITTEN PERMISSION MUST BE
 FO1006'OBTAINED FROM THE COMMANDING GENERAL, SANDIA.
 FO1006'
 FO1006'STATION IS ON THE SUMMIT, OF THE HIGHEST, OF THE FOOTHILLS, ABOUT 10
 FO1006'MI. E. OF ALBUQUERQUE.  IT IS ABOUT 3 MI. S. OF THE MOUTH OF TIJERAS
 FO1006'CANYON, ABOUT 2 MI. NW. OF COYOTE SPRINGS, AND ABOUT 2 MI. SW. OF THE
 FO1006'RIDGE, KNOWN LOCALLY AS CERRO PELON.
 FO1006'
 FO1006'STATION MARK--A CROSS CUT IN A LARGE BOULDER.
 FO1006'
 FO1006'REFERENCE MARK NO. 1--CROSS CUT IN BOULDER AND 13.7 FT. E. OF STATION
 FO1006'MARK.
 FO1006'
 FO1006'REFERENCE MARK NO. 2--CROSS CUT IN BOULDER AND 7.2 FT. N. OF STATION
 FO1006'MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0471 ***********************************************************************
 GN0471  DESIGNATION -  COYOTE
 GN0471  PID         -  GN0471
 GN0471  STATE/COUNTY-  NM/RIO ARRIBA
 GN0471  USGS QUAD   -  JAROSA (1977)
 GN0471
 GN0471                         *CURRENT SURVEY CONTROL
 GN0471  ___________________________________________________________________
 GN0471* NAD 83(1992)-  36 06 39.13824(N)    106 37 51.50183(W)     ADJUSTED  
 GN0471* NAVD 88     -      2559.7    (meters)    8398.     (feet)  VERTCON   
 GN0471  ___________________________________________________________________
 GN0471  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 GN0471  GEOID HEIGHT-         -18.31  (meters)                     GEOID03
 GN0471
 GN0471  HORZ ORDER  -  THIRD
 GN0471
 GN0471.The horizontal coordinates were established by classical geodetic methods
 GN0471.and adjusted by the National Geodetic Survey in December 1993..
 GN0471
 GN0471.The NAVD 88 height was computed by applying the VERTCON shift value to
 GN0471.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GN0471
 GN0471.The Laplace correction was computed from DEFLEC99 derived deflections.
 GN0471
 GN0471.The geoid height was determined by GEOID03.
 GN0471
 GN0471;                    North         East     Units Scale Factor Converg.
 GN0471;SPC NM C     -   566,881.194   465,701.591   MT  0.99991449   -0 13 28.3
 GN0471;SPC NM C     - 1,859,842.72  1,527,889.30   sFT  0.99991449   -0 13 28.3
 GN0471;UTM  13      - 3,997,477.404   353,204.229   MT  0.99986552   -0 57 41.0
 GN0471
 GN0471!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GN0471!SPC NM C     -   0.99960129  x   0.99991449  =   0.99951581
 GN0471!UTM  13      -   0.99960129  x   0.99986552  =   0.99946686
 GN0471
 GN0471:                Primary Azimuth Mark                     Grid Az
 GN0471:SPC NM C     -  DERNAL                                   063 16 28.0
 GN0471:UTM  13      -  DERNAL                                   064 00 40.7
 GN0471
 GN0471|---------------------------------------------------------------------|
 GN0471| PID    Reference Object                     Distance      Geod. Az  |
 GN0471|                                                           dddmmss.s |
 GN0471| GN0464 DERNAL                              APPROX.12.8 KM 0630259.7 |
 GN0471|---------------------------------------------------------------------|
 GN0471
 GN0471                          SUPERSEDED SURVEY CONTROL
 GN0471
 GN0471  NAD 83(1986)-  36 06 39.14052(N)    106 37 51.50669(W) AD(       ) 3
 GN0471  NAD 27      -  36 06 39.06827(N)    106 37 49.38604(W) AD(       ) 3
 GN0471  NGVD 29 (07/19/86) 2558.6    (m)         8394.     (f) VERT ANG       
 GN0471
 GN0471.Superseded values are not recommended for survey control.
 GN0471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0471.See file dsdata.txt to determine how the superseded data were derived.
 GN0471
 GN0471_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV5320497477(NAD 83)
 GN0471_MARKER: DD = SURVEY DISK
 GN0471_SETTING: 66 = SET IN ROCK OUTCROP
 GN0471_SP_SET: SET IN ROCK OUTCROP
 GN0471_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GN0471+STABILITY: POSITION/ELEVATION WELL
 GN0471
 GN0471  HISTORY     - Date     Condition        Report By
 GN0471  HISTORY     - 1938     MONUMENTED       USGS
 GN0471
 GN0471                          STATION DESCRIPTION
 GN0471
 GN0471'DESCRIBED BY US GEOLOGICAL SURVEY 1938
 GN0471'STATION IS ON A PROMINENT MESA, SOMETIMES CALLED LAMA REDONDA, 4
 GN0471'MI., 177 DEGREES MAGNET AZIMUTH FROM THE VILLAGE OF COYOTE.
 GN0471'STATION IS ABOUT 200 FT. N. OF THE EXTREME S. END OF MESA WHICH
 GN0471'IS AT THIS POINT A NARROW NECK OF BARE ROCK.
 GN0471'
 GN0471'STATION IS REACHED FROM COYOTE VIA THE RD. UP COYOTE CREEK 3.2 MI.
 GN0471'TO DIM SIDE RD. SW.  THENCE BY FOOT ON SIDE RD. SW. TO END OF RD.,
 GN0471'CONTINUE ASCENT TO TOP OF MESA, THENCE ALONG TOP OF MESA TO
 GN0471'STATION AT S. END.
 GN0471'
 GN0471'STATION MARK--STANDARD BRONZE TABLET, STAMPED ---COYOTE-D 1938---,
 GN0471'CEMENTED IN SOLID ROCK.
 GN0471'
 GN0471'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0715 ***********************************************************************
 EQ0715  DESIGNATION -  COYOTE CANYON 1
 EQ0715  PID         -  EQ0715
 EQ0715  STATE/COUNTY-  NM/BERNALILLO
 EQ0715  USGS QUAD   -  MOUNT WASHINGTON (1995)
 EQ0715
 EQ0715                         *CURRENT SURVEY CONTROL
 EQ0715  ___________________________________________________________________
 EQ0715* NAD 83(1992)-  34 57 51.57592(N)    106 27 49.06541(W)     ADJUSTED  
 EQ0715* NAVD 88     -      1899.     (meters)    6230.     (feet)  SCALED    
 EQ0715  ___________________________________________________________________
 EQ0715  LAPLACE CORR-          12.96  (seconds)                    DEFLEC99
 EQ0715  GEOID HEIGHT-         -20.13  (meters)                     GEOID03
 EQ0715
 EQ0715  HORZ ORDER  -  SECOND
 EQ0715
 EQ0715.The horizontal coordinates were established by classical geodetic methods
 EQ0715.and adjusted by the National Geodetic Survey in December 1993..
 EQ0715
 EQ0715.The orthometric height was scaled from a topographic map.
 EQ0715
 EQ0715.The Laplace correction was computed from DEFLEC99 derived deflections.
 EQ0715
 EQ0715.The geoid height was determined by GEOID03.
 EQ0715
 EQ0715;                    North         East     Units Scale Factor Converg.
 EQ0715;SPC NM C     -   439,637.843   480,491.649   MT  0.99990469   -0 07 20.7
 EQ0715;SPC NM C     - 1,442,378.49  1,576,413.02   sFT  0.99990469   -0 07 20.7
 EQ0715;SPC NM W     -   440,481.240   955,085.718   MT  1.00010944   +0 47 06.1
 EQ0715;SPC NM W     - 1,445,145.53  3,133,477.06   sFT  1.00010944   +0 47 06.1
 EQ0715;UTM  13      - 3,870,065.210   366,378.438   MT  0.99982005   -0 50 20.0
 EQ0715
 EQ0715!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EQ0715!SPC NM C     -   0.99970519  x   0.99990469  =   0.99960991
 EQ0715!SPC NM W     -   0.99970519  x   1.00010944  =   0.99981460
 EQ0715!UTM  13      -   0.99970519  x   0.99982005  =   0.99952530
 EQ0715
 EQ0715                          SUPERSEDED SURVEY CONTROL
 EQ0715
 EQ0715  NAD 83(1986)-  34 57 51.58193(N)    106 27 49.06571(W) AD(       ) 2
 EQ0715  NAD 27      -  34 57 51.39760(N)    106 27 46.99254(W) AD(       ) 2
 EQ0715
 EQ0715.Superseded values are not recommended for survey control.
 EQ0715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0715.See file dsdata.txt to determine how the superseded data were derived.
 EQ0715
 EQ0715_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU6637870065(NAD 83)
 EQ0715_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 EQ0715_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 EQ0715+WITH SETTING: PAVEMENT
 EQ0715_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EQ0715+STABILITY: SURFACE MOTION
 EQ0715
 EQ0715  HISTORY     - Date     Condition        Report By
 EQ0715  HISTORY     - 1966     MONUMENTED       CGS
 EQ0715
 EQ0715                          STATION DESCRIPTION
 EQ0715
 EQ0715'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 EQ0715'A SIX INCH BRASS CAP SET IN A 5 X 6 FOOT CONCRETE SLAB AND
 EQ0715'STAMPED COYOTE CANYON 0 1 1961 SERVES AS REFERENCE MARK NO. 2.
 EQ0715'IT IS 10 FEET EAST OF THE CENTER LINE OF THE ROAD AND ABOUT THE
 EQ0715'SAME ELEVATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1918 ***********************************************************************
 CX1918  DESIGNATION -  COYOTE ET
 CX1918  PID         -  CX1918
 CX1918  STATE/COUNTY-  NM/SIERRA
 CX1918  USGS QUAD   -  LAKE VALLEY (1989)
 CX1918
 CX1918                         *CURRENT SURVEY CONTROL
 CX1918  ___________________________________________________________________
 CX1918* NAD 83(1992)-  32 38 36.32307(N)    107 37 16.77108(W)     ADJUSTED  
 CX1918* NAVD 88     -      1800.     (meters)    5906.     (feet)  VERTCON   
 CX1918  ___________________________________________________________________
 CX1918  LAPLACE CORR-          -1.18  (seconds)                    DEFLEC99
 CX1918  GEOID HEIGHT-         -23.65  (meters)                     GEOID03
 CX1918
 CX1918  HORZ ORDER  -  THIRD
 CX1918
 CX1918.The horizontal coordinates were established by classical geodetic methods
 CX1918.and adjusted by the National Geodetic Survey in December 1993..
 CX1918
 CX1918.The NAVD 88 height was computed by applying the VERTCON shift value to
 CX1918.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CX1918
 CX1918.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1918
 CX1918.The geoid height was determined by GEOID03.
 CX1918
 CX1918;                    North         East     Units Scale Factor Converg.
 CX1918;SPC NM W     -   182,233.543   849,890.506   MT  0.99992154   +0 06 51.7
 CX1918;SPC NM W     -   597,877.88  2,788,349.10   sFT  0.99992154   +0 06 51.7
 CX1918;UTM  13      - 3,614,793.292   254,110.330   MT  1.00034561   -1 24 52.8
 CX1918
 CX1918!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1918!SPC NM W     -   0.99972121  x   0.99992154  =   0.99964277
 CX1918!UTM  13      -   0.99972121  x   1.00034561  =   1.00006672
 CX1918
 CX1918:                Primary Azimuth Mark                     Grid Az
 CX1918:SPC NM W     -  NUNN                                     166 16 17.1
 CX1918:UTM  13      -  NUNN                                     167 48 01.6
 CX1918
 CX1918|---------------------------------------------------------------------|
 CX1918| PID    Reference Object                     Distance      Geod. Az  |
 CX1918|                                                           dddmmss.s |
 CX1918| CX1920 NUNN                                APPROX. 5.0 KM 1662308.8 |
 CX1918|---------------------------------------------------------------------|
 CX1918
 CX1918                          SUPERSEDED SURVEY CONTROL
 CX1918
 CX1918  NAD 83(1986)-  32 38 36.32613(N)    107 37 16.77539(W) AD(       ) 3
 CX1918  NAD 27      -  32 38 36.03171(N)    107 37 14.67239(W) AD(       ) 3
 CX1918  NGVD 29 (07/19/86) 1799.     (m)         5902.     (f) VERT ANG       
 CX1918
 CX1918.Superseded values are not recommended for survey control.
 CX1918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1918.See file dsdata.txt to determine how the superseded data were derived.
 CX1918
 CX1918_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBS5411014793(NAD 83)
 CX1918_MARKER: DD = SURVEY DISK
 CX1918_SETTING: 66 = SET IN ROCK OUTCROP
 CX1918_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 CX1918_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CX1918+STABILITY: POSITION/ELEVATION WELL
 CX1918
 CX1918  HISTORY     - Date     Condition        Report By
 CX1918  HISTORY     - 1960     MONUMENTED       USGS
 CX1918
 CX1918                          STATION DESCRIPTION
 CX1918
 CX1918'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 CX1918'LOCATED ON COYOTE PEAK ABOUT 30 MI. (AIRLINE) W. OF HATCH, NEW MEXICO,
 CX1918'AND ABOUT 6 MI. SW. OF LAKE VALLEY.
 CX1918'
 CX1918'TO REACH FROM HATCH, NEW MEXICO, GO 19 MI. SW. ALONG STATE HIGHWAY 26
 CX1918'TO NUTT, NEW MEXICO, AND STATE HIGHWAY 27.  GO N. ON STATE HIGHWAY 27
 CX1918'3.6 MI. TO A GRADED RD. W., TURN LEFT ON GRADED RD. AND GO 4.6 MI. TO
 CX1918'A Y-RD. JUNCTION, TAKE LEFT FORK AND GO 4.3 MI. TO THE WHITE ROCK
 CX1918'RANCH.  FROM THE WHITE ROCK RANCH GO N. ABOUT 2.0 MI. ACROSS COUNTRY
 CX1918'BY JEEP TO THE TOP OF THE HIGHEST PEAK LOCALLY KNOWN AS COYOTE PEAK,
 CX1918'AND STATION SITE.
 CX1918'
 CX1918'STATION MARK--A STANDARD TABLET CEMENTED IN A DRILL HOLE IN A ROCK
 CX1918'OUTCROP ABOUT ONE SQUARE FOOT IN AREA AND PROTRUDING SIX INCHES,
 CX1918'STAMPED ---COYOTE-ET 1960---.
 CX1918'
 CX1918'NO MENTION OF REFERENCE MARKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0756 ***********************************************************************
 CW0756  DESIGNATION -  CP
 CW0756  PID         -  CW0756
 CW0756  STATE/COUNTY-  NM/EDDY
 CW0756  USGS QUAD   -  RATTLESNAKE SPRING (1978)
 CW0756
 CW0756                         *CURRENT SURVEY CONTROL
 CW0756  ___________________________________________________________________
 CW0756* NAD 83(1992)-  32 04 15.14167(N)    104 25 00.45941(W)     ADJUSTED  
 CW0756* NAVD 88     -      1176.     (meters)    3858.     (feet)  VERTCON   
 CW0756  ___________________________________________________________________
 CW0756  LAPLACE CORR-          -6.58  (seconds)                    DEFLEC99
 CW0756  GEOID HEIGHT-         -24.34  (meters)                     GEOID03
 CW0756
 CW0756  HORZ ORDER  -  FIRST
 CW0756
 CW0756.The horizontal coordinates were established by classical geodetic methods
 CW0756.and adjusted by the National Geodetic Survey in December 1993..
 CW0756
 CW0756.The NAVD 88 height was computed by applying the VERTCON shift value to
 CW0756.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CW0756
 CW0756.The Laplace correction was computed from DEFLEC99 derived deflections.
 CW0756
 CW0756.The geoid height was determined by GEOID03.
 CW0756
 CW0756;                    North         East     Units Scale Factor Converg.
 CW0756;SPC NM E     -   118,729.254   157,120.300   MT  0.99990986   -0 02 39.5
 CW0756;SPC NM E     -   389,530.89    515,485.52   sFT  0.99990986   -0 02 39.5
 CW0756;SPC TX C     - 3,273,612.662   314,503.136   MT  1.00005577   -2 06 11.6
 CW0756;SPC TX C     -10,740,177.54  1,031,832.37   sFT  1.00005577   -2 06 11.6
 CW0756;UTM  13      - 3,548,440.192   555,044.899   MT  0.99963737   +0 18 34.8
 CW0756
 CW0756!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CW0756!SPC NM E     -   0.99981927  x   0.99990986  =   0.99972915
 CW0756!SPC TX C     -   0.99981927  x   1.00005577  =   0.99987503
 CW0756!UTM  13      -   0.99981927  x   0.99963737  =   0.99945671
 CW0756
 CW0756:                Primary Azimuth Mark                     Grid Az
 CW0756:SPC NM E     -  C P AZ MK                                142 12 52.0
 CW0756:SPC TX C     -  C P AZ MK                                144 16 24.1
 CW0756:UTM  13      -  C P AZ MK                                141 51 37.7
 CW0756
 CW0756|---------------------------------------------------------------------|
 CW0756| PID    Reference Object                     Distance      Geod. Az  |
 CW0756|                                                           dddmmss.s |
 CW0756| CH8511 C P AZ MK                                          1421012.5 |
 CW0756| CH8513 C P RM 2                             13.993 METERS 20139     |
 CW0756| CH8512 C P RM 1                             18.866 METERS 34535     |
 CW0756|---------------------------------------------------------------------|
 CW0756
 CW0756                          SUPERSEDED SURVEY CONTROL
 CW0756
 CW0756  NAD 83(1986)-  32 04 15.14207(N)    104 25 00.45667(W) AD(       ) 1
 CW0756  NAD 27      -  32 04 14.71900(N)    104 24 58.64800(W) AD(       ) 1
 CW0756  NGVD 29 (07/19/86) 1175.     (m)         3855.     (f) VERT ANG       
 CW0756
 CW0756.Superseded values are not recommended for survey control.
 CW0756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0756.See file dsdata.txt to determine how the superseded data were derived.
 CW0756
 CW0756_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SER5504548440(NAD 83)
 CW0756_MARKER: DD = SURVEY DISK
 CW0756_SETTING: 66 = SET IN ROCK OUTCROP
 CW0756
 CW0756  HISTORY     - Date     Condition        Report By
 CW0756  HISTORY     - 1934     MONUMENTED       USGS
 CW0756  HISTORY     - 1943     GOOD             USGS
 CW0756  HISTORY     - 1973     GOOD             USGS
 CW0756
 CW0756                          STATION DESCRIPTION
 CW0756
 CW0756'DESCRIBED BY US GEOLOGICAL SURVEY 1943 (EHB)
 CW0756'THE STATION IS LOCATED ON THE HIGHEST ONE OF A GROUP OF
 CW0756'LOW HILLS, ABOUT 28 MILES (AIRLINE) SSW OF CARLSBAD, NEW
 CW0756'MEXICO, ABOUT 24 MILES NE OF PINE SPRINGS, TEXAS, AND ABOUT
 CW0756'6 MILES N OF THE TEXAS-NEW MEXICO STATE LINE.
 CW0756'
 CW0756'THE STATION MARK IS A U.S.G.S. STATION DISK SET IN A DRILL
 CW0756'HOLE IN OUTCROPPING BEDROCK.  IT IS STAMPED CP 1934.
 CW0756'
 CW0756'REFERENCE MARK 1 IS A BRONZE REFERENCE MARK DISK SET IN A
 CW0756'DRILL HOLE IN OUTCROPPING BEDROCK.  IT IS STAMPED CP USGS NO 1
 CW0756'1943.
 CW0756'
 CW0756'REFERENCE MARK 2 IS A BRONZE REFERENCE-MARK DISK SET IN A
 CW0756'DRILL HOLE IN OUTCROPPING BEDROCK.  IT IS STAMPED CP NO 1 1934.
 CW0756'
 CW0756'THERE IS ALSO A U.S.G.S. REFERENCE MARK STAMPED CP NO 2 1934
 CW0756'THAT WAS NOT USED AS IT WAS TO NEAR THE STATION TO FOCUS ON.
 CW0756'IT WAS UNDER THE PLATFORM OF THE STAND.
 CW0756'
 CW0756'THE AZIMUTH MARK IS A BRONZE DISK SET IN A DRILL HOLE IN
 CW0756'OUTCROPPING BEDROCK ON A SLOPE ABOUT 0.6 MILE SE OF THE STATION,
 CW0756'NEAR A ROCK CAIRN AND WHITE POST.  IT IS STAMPED CP USGS 1943.
 CW0756'
 CW0756'TO REACH FROM THE STATE LINE BAR, WHERE THE TEXAS-NEW MEXICO
 CW0756'STATE LINE CROSSES U.S. HIGHWAY 62 ABOUT 27 MILES S OF CARLSBAD,
 CW0756'GO N ON HIGHWAY 8.8 MILES TO WIRE GATE ON THE RIGHT.  THIS
 CW0756'GATE HAS A TRIANGULAR BLAZE ON THE RIGHT-HAND GATEPOST.  PASS
 CW0756'THROUGH GATE AND GO ACROSS COUNTRY, SE, FOR 2.1 MILES TO A
 CW0756'GROUP OF LOW HILLS, THE ONLY PROMINENT HILLS IN THE IMMEDIATE
 CW0756'VICINITY.  THE STATION IS ON THE HIGHEST POINT OF THE HIGHEST
 CW0756'HILL.
 CW0756'
 CW0756'HEIGHT OF LIGHT ABOVE STATION MARK - 5 METERS.
 CW0756
 CW0756                          STATION RECOVERY (1973)
 CW0756
 CW0756'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973 (JTD)
 CW0756'TO REACH THE STATION FROM WHERE U.S. HWY. 62 AND 180 CROSSES
 CW0756'THE NEW MEXICO - TEXAS STATE LINE, GO NE ON U.S. HWY. 62 AND 180
 CW0756'FOR 8.95 MILES.  TURN RIGHT OFF HWY. AND TAKE BLADED ROAD SE
 CW0756'FOR 1.95 MILE TO CATTLEGUARD.  CROSS CATTLEGUARD, LEAVE ROAD
 CW0756'AND DRIVE SOUTH FOR 0.1 MILE TO GATE IN FENCE CORNER.  PASS
 CW0756'THROUGH GATE AND DRIVE SW ACROSS COUNTRY FOR 0.9 MILE TO TOP
 CW0756'OF HIGHEST HILL AND STATION SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS1334 ***********************************************************************
 DS1334  DESIGNATION -  CRAIG
 DS1334  PID         -  DS1334
 DS1334  STATE/COUNTY-  NM/SOCORRO
 DS1334  USGS QUAD   -  FORT CRAIG (1980)
 DS1334
 DS1334                         *CURRENT SURVEY CONTROL
 DS1334  ___________________________________________________________________
 DS1334* NAD 83(1992)-  33 38 05.84261(N)    107 00 34.54988(W)     ADJUSTED  
 DS1334* NAVD 88     -      1374.     (meters)    4508.     (feet)  VERTCON   
 DS1334  ___________________________________________________________________
 DS1334  LAPLACE CORR-           1.46  (seconds)                    DEFLEC99
 DS1334  GEOID HEIGHT-         -22.82  (meters)                     GEOID03
 DS1334
 DS1334  HORZ ORDER  -  THIRD
 DS1334
 DS1334.The horizontal coordinates were established by classical geodetic methods
 DS1334.and adjusted by the National Geodetic Survey in December 1993..
 DS1334
 DS1334.The NAVD 88 height was computed by applying the VERTCON shift value to
 DS1334.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DS1334
 DS1334.The Laplace correction was computed from DEFLEC99 derived deflections.
 DS1334
 DS1334.The geoid height was determined by GEOID03.
 DS1334
 DS1334;                    North         East     Units Scale Factor Converg.
 DS1334;SPC NM C     -   292,426.322   429,532.265   MT  0.99996120   -0 25 14.7
 DS1334;SPC NM C     -   959,402.02  1,409,223.77   sFT  0.99996120   -0 25 14.7
 DS1334;UTM  13      - 3,723,492.820   313,613.099   MT  1.00002830   -1 06 48.4
 DS1334
 DS1334!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS1334!SPC NM C     -   0.99978797  x   0.99996120  =   0.99974918
 DS1334!UTM  13      -   0.99978797  x   1.00002830  =   0.99981627
 DS1334
 DS1334|---------------------------------------------------------------------|
 DS1334| PID    Reference Object                     Distance      Geod. Az  |
 DS1334|                                                           dddmmss.s |
 DS1334| CD2723 CRAIG RM 1                           19.611 METERS 10852     |
 DS1334| CD2724 CRAIG RM 2                           23.596 METERS 20129     |
 DS1334| CD2722 CRAIG AZ MK                                        2911439.5 |
 DS1334|---------------------------------------------------------------------|
 DS1334
 DS1334                          SUPERSEDED SURVEY CONTROL
 DS1334
 DS1334  NAD 83(1986)-  33 38 05.85016(N)    107 00 34.55217(W) AD(       ) 3
 DS1334  NAD 27      -  33 38 05.62057(N)    107 00 32.43291(W) AD(       ) 3
 DS1334  NGVD 29 (07/19/86) 1373.     (m)         4505.     (f) VERT ANG       
 DS1334
 DS1334.Superseded values are not recommended for survey control.
 DS1334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS1334.See file dsdata.txt to determine how the superseded data were derived.
 DS1334
 DS1334_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT1361323493(NAD 83)
 DS1334_MARKER: P = PIPE CAP
 DS1334_SETTING: 0 = UNSPECIFIED SETTING
 DS1334
 DS1334  HISTORY     - Date     Condition        Report By
 DS1334  HISTORY     - 1954     MONUMENTED       CGS
 DS1334
 DS1334                          STATION DESCRIPTION
 DS1334
 DS1334'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (WRH)
 DS1334'THE STATION IS LOCATED ON THE TOP OF THE MOST EASTERN MOUND OF A
 DS1334'GROUP OF LOW MOUNDS AT THE NORTHEAST CORNER OF THE FORT CRAIG
 DS1334'RUINS, ON THE WEST SIDE OF THE RIO GRANDE RIVER, ABOUT 5
 DS1334'MILES AIRLINE SOUTHEAST OF U.S. HIGHWAY 85, 21 MILES AIRLINE
 DS1334'SOUTH-SOUTHWEST OF SAN ANTONIO, AND ABOUT 39 MILES AIRLINE
 DS1334'NORTH-NORTHEAST OF TRUTH OR CONSEQUENCES.
 DS1334'
 DS1334'TO REACH THE STATION FROM THE POST OFFICE IN SAN ANTONIO GO
 DS1334'SOUTH ON U.S. HIGHWAY 85 FOR 22.0 MILES TO A SIDE ROAD ON
 DS1334'THE LEFT.  TURN LEFT AS PER SIGN FORT CRAIG AND GO SOUTHEAST
 DS1334'3.4 MILES TO THE TOP OF A HILL AND THE AZIMUTH MARK ON THE
 DS1334'RIGHT.  KEEP STRAIGHT AHEAD AND GO 1.4 MILES TO A SIDE ROAD ON
 DS1334'THE LEFT.  TURN LEFT AND GO NORTH 0.2 TO A FORK.  TAKE THE
 DS1334'RIGHT FORK AND GO 0.2 MILE TO A GATE AT A FENCE CORNER.  PASS
 DS1334'THROUGH THE GATE, TURN SHARP LEFT AROUND THE CORNER, AND GO
 DS1334'NORTHWEST 0.05 MILE TO THE STATION.
 DS1334'
 DS1334'THE STATION MARK IS A U.S. RECLAMATION SERVICE BRONZE CAP
 DS1334'RIVETED TO THE TOP OF A 3-INCH IRON PIPE THAT PROJECTS 6
 DS1334'INCHES ABOVE THE GROUND.  THE STAMPING IS ILLEGIBLE.
 DS1334'
 DS1334'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED CRAIG USRS
 DS1334'NO 1 1954 SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST
 DS1334'THAT PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS 8 FEET LOWER
 DS1334'THAN THE STATION.
 DS1334'
 DS1334'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED CRAIG USRS NO
 DS1334'2 1954 SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT
 DS1334'PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS 2 FEET SOUTHEAST
 DS1334'OF A WITNESS POST AND 8 FEET LOWER THAN THE STATION.
 DS1334'
 DS1334'THE AZIMUTH MARK IS A STANDARD DISK STAMPED CRAIG USRS 1954 SET
 DS1334'IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT PROJECTS 4
 DS1334'INCHES ABOVE THE GROUND.  IT IS 22 FEET SOUTHWEST OF THE
 DS1334'CENTERLINE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS1295 ***********************************************************************
 DS1295  DESIGNATION -  CRATER
 DS1295  PID         -  DS1295
 DS1295  STATE/COUNTY-  NM/SOCORRO
 DS1295  USGS QUAD   -  HARRIET RANCH (1981)
 DS1295
 DS1295                         *CURRENT SURVEY CONTROL
 DS1295  ___________________________________________________________________
 DS1295* NAD 83(1992)-  33 32 03.89989(N)    106 52 00.27114(W)     ADJUSTED  
 DS1295* NAVD 88     -      1565.9    (meters)    5137.     (feet)  VERTCON   
 DS1295  ___________________________________________________________________
 DS1295  LAPLACE CORR-           1.88  (seconds)                    DEFLEC99
 DS1295  GEOID HEIGHT-         -22.63  (meters)                     GEOID03
 DS1295
 DS1295  HORZ ORDER  -  SECOND
 DS1295
 DS1295.The horizontal coordinates were established by classical geodetic methods
 DS1295.and adjusted by the National Geodetic Survey in December 1993..
 DS1295
 DS1295.The NAVD 88 height was computed by applying the VERTCON shift value to
 DS1295.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DS1295
 DS1295.The Laplace correction was computed from DEFLEC99 derived deflections.
 DS1295
 DS1295.The geoid height was determined by GEOID03.
 DS1295
 DS1295;                    North         East     Units Scale Factor Converg.
 DS1295;SPC NM C     -   281,187.666   442,718.749   MT  0.99994044   -0 20 26.6
 DS1295;SPC NM C     -   922,529.87  1,452,486.43   sFT  0.99994044   -0 20 26.6
 DS1295;SPC NM W     -   281,440.406   919,776.758   MT  1.00001600   +0 32 02.5
 DS1295;SPC NM W     -   923,359.07  3,017,634.25   sFT  1.00001600   +0 32 02.5
 DS1295;UTM  13      - 3,712,095.232   326,663.574   MT  0.99997043   -1 01 53.5
 DS1295
 DS1295!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS1295!SPC NM C     -   0.99975778  x   0.99994044  =   0.99969824
 DS1295!SPC NM W     -   0.99975778  x   1.00001600  =   0.99977378
 DS1295!UTM  13      -   0.99975778  x   0.99997043  =   0.99972822
 DS1295
 DS1295|---------------------------------------------------------------------|
 DS1295| PID    Reference Object                     Distance      Geod. Az  |
 DS1295|                                                           dddmmss.s |
 DS1295| CD2729 CRATER RM 1                          12.342 METERS 23209     |
 DS1295| CD2728 CRATER AZ MK                                       2331311.9 |
 DS1295| CD2730 CRATER RM 2                           6.125 METERS 30635     |
 DS1295|---------------------------------------------------------------------|
 DS1295
 DS1295                          SUPERSEDED SURVEY CONTROL
 DS1295
 DS1295  NAD 83(1986)-  33 32 03.90722(N)    106 52 00.27396(W) AD(       ) 2
 DS1295  NAD 27      -  33 32 03.65320(N)    106 51 58.19513(W) AD(       ) 2
 DS1295  NGVD 29 (07/19/86) 1565.2    (m)         5135.     (f) VERT ANG       
 DS1295
 DS1295.Superseded values are not recommended for survey control.
 DS1295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS1295.See file dsdata.txt to determine how the superseded data were derived.
 DS1295
 DS1295_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT2666412095(NAD 83)
 DS1295_MARKER: DS = TRIANGULATION STATION DISK
 DS1295_SETTING: 66 = SET IN ROCK OUTCROP
 DS1295
 DS1295  HISTORY     - Date     Condition        Report By
 DS1295  HISTORY     - 1966     MONUMENTED       CGS
 DS1295
 DS1295                          STATION DESCRIPTION
 DS1295
 DS1295'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (ANP)
 DS1295'THE STATION IS ABOUT 36 MILES NORTHEAST OF TRUTH OR CONSEQUENCES,
 DS1295'25-1/2 MILES NORTH-NORTHEAST OF ENGLE, 25-1/2 MILES SOUTH OF
 DS1295'SAN ANTONIO, 5-1/2 MILES EAST OF THE ATCHISON TOPEKA AND SANTA FE
 DS1295'RAILROAD, 4 MILES NORTH OF THE SOCORRO-SIERRA COUNTY LINE, LOCATED
 DS1295'ON THE TOP OF THE SOUTHEAST RIM OF A VOLCANIC HILL, THIS POINT IS
 DS1295'THE HIGHEST IN THE VICINITY.
 DS1295'
 DS1295'TO REACH THE STATION FROM THE RAILROAD CROSSING IN ENGLE, GO
 DS1295'NORTH ON THE EAST SIDE OF THE RAILROAD TRACKS FOR 0.15 MILES
 DS1295'TO A FORK, KEEP LEFT AND GO AROUND THE NORTH END OF A STOCK PEN,
 DS1295'THEN NORTH ON THE EAST SIDE OF THE RAILROAD TRACKS FOR 9.8 MILES
 DS1295'TO THE DEEP WELL RANCH HOUSE ON THE LEFT, CONTINUE NORTH FOR 7.4
 DS1295'MILES TO A FORK, KEEP RIGHT AND CONTINUE NORTHERLY FOR 3.95
 DS1295'MILES TO A SIDE ROAD ON THE RIGHT JUST SOUTH OF THE ENTRANCE
 DS1295'GATE TO THE CONA GRANDE RANCH HOUSE, TURN RIGHT AND GO
 DS1295'EAST-NORTHEAST ON A TRACK ROAD FOR 0.2 MILE TO A GATE ON THE
 DS1295'LEFT, TURN LEFT AND PASS THROUGH THE GATE, THEN TURN SHARP
 DS1295'TO THE RIGHT AND GO EAST-NORTHEAST ALONG THE NORTH SIDE OF A
 DS1295'FENCE FOR 1.05 MILES TO WHERE THE ROAD TURNS TO THE LEFT AND
 DS1295'LEAVES THE FENCELINE, TURN LEFT AND FOLLOW THE TRACK ROAD IN
 DS1295'A NORTHEASTERLY DIRECTION CROSSING OVER SOME VOLCANIC ROCKS FOR
 DS1295'3.2 MILES TO A FORK, KEEP RIGHT STRAIGHT AHEAD FOR 0.05 MILE
 DS1295'TO A FORK, KEEP RIGHT AND GO EAST ON THE SOUTH SIDE OF A
 DS1295'WINDMILL AND A STOCK PEN FOR 1.3 MILES TO A REVERSE FORK,
 DS1295'CONTINUE NORTHEAST FOR 1.85 MILES TO THE AZIMUTH MARK ON THE
 DS1295'LEFT, CONTINUE STRAIGHT AHEAD, NORTHEAST ON TRACK ROAD FOR ABOUT
 DS1295'1.0 MILE TO THE BASE OF A VOLCANIC ASH COVERED HILL AND THE
 DS1295'END OF TRUCK TRAVEL.  FROM THIS POINT PACK NORTHEAST FOR ABOUT
 DS1295'30 MINUTES TO THE SECOND RIDGE AND THE STATION.
 DS1295'
 DS1295'THE STATION MARK IS A STANDARD DISK, STAMPED CRATER 1966, CEMENTED
 DS1295'IN A DRILL HOLE IN A 2 FOOT BY 2 FOOT ROCK OUTCROP, THAT PROJECTS
 DS1295'2 INCHES ABOVE THE GROUND.  IT IS ABOUT 3 FEET SOUTHWEST OF A CARIN.
 DS1295'
 DS1295'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CRATER NO 1 1966,
 DS1295'CEMENTED IN A DRILL HOLE IN A 1 FOOT BY 2 FOOT ROCK OUTCROP, THAT
 DS1295'PROJECTS 1 INCH ABOVE THE GROUND.  IT IS 30 FEET SOUTH-SOUTHWEST
 DS1295'OF A CAIRN AND ABOUT THE SAME ELEVATION AS THE STATION.
 DS1295'
 DS1295'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED CRATER NO 2 1966,
 DS1295'CEMENTED IN A DRILL HOLE IN A 1 FOOT BY 3 FOOT ROCK OUTCROP,
 DS1295'THAT PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS 6 FEET NORTH OF A
 DS1295'CAIRN AND ABOUT THE SAME ELEVATION AS THE STATION.
 DS1295'
 DS1295'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED CRATER 1966,
 DS1295'CEMENTED IN A DRILL HOLE IN A 2 FOOT BY 2 FOOT ROCK OUTCROP,
 DS1295'THAT PROJECTS 6 INCHES ABOVE THE GROUND.  IT IS 88 FEET NORTH OF
 DS1295'THE CENTERLINE OF A TRACK ROAD AND 3 FEET EAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0676 ***********************************************************************
 DS0676  DESIGNATION -  CRATER N BASE RM 2
 DS0676  PID         -  DS0676
 DS0676  STATE/COUNTY-  NM/SOCORRO
 DS0676  USGS QUAD   -  CERRO DE LA CAMPANA (1982)
 DS0676
 DS0676                         *CURRENT SURVEY CONTROL
 DS0676  ___________________________________________________________________
 DS0676* NAD 83(1986)-  33 49 33.     (N)    106 39 55.     (W)     SCALED    
 DS0676* NAVD 88     -      1577.095  (meters)    5174.19   (feet)  POSTED    
 DS0676  ___________________________________________________________________
 DS0676  GEOID HEIGHT-         -22.26  (meters)                     GEOID03
 DS0676  DYNAMIC HT  -        1574.820 (meters)    5166.72  (feet)  COMP
 DS0676  MODELED GRAV-     979,136.1   (mgal)                       NAVD 88
 DS0676
 DS0676  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 DS0676
 DS0676.The horizontal coordinates were scaled from a topographic map and have
 DS0676.an estimated accuracy of +/- 6 seconds.
 DS0676
 DS0676.The orthometric height was determined by differential leveling
 DS0676.and adjusted by the National Geodetic Survey in 1992..
 DS0676.No vertical observational check was made to the station.
 DS0676.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 DS0676.was located on a no-check spur therefore a value was not computed.
 DS0676
 DS0676.The geoid height was determined by GEOID03.
 DS0676
 DS0676.The dynamic height is computed by dividing the NAVD 88
 DS0676.geopotential number by the normal gravity value computed on the
 DS0676.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0676.degrees latitude (g = 980.6199 gals.).
 DS0676
 DS0676.The modeled gravity was interpolated from observed gravity values.
 DS0676
 DS0676;                    North         East    Units  Estimated Accuracy
 DS0676;SPC NM C     -   313,420.      461,560.      MT  (+/- 180 meters Scaled)
 DS0676
 DS0676                          SUPERSEDED SURVEY CONTROL
 DS0676
 DS0676  NGVD 29 (??/??/92) 1576.376  (m)         5171.83   (f) ADJ UNCH    2 0
 DS0676
 DS0676.Superseded values are not recommended for survey control.
 DS0676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0676.See file dsdata.txt to determine how the superseded data were derived.
 DS0676
 DS0676_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT458440(NAD 83)
 DS0676_MARKER: DR = REFERENCE MARK DISK
 DS0676_SETTING: 80 = SET IN A BOULDER
 DS0676_SP_SET: BOULDER
 DS0676_STAMPING: CRATER N BASE NO 2 1952
 DS0676_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0676+STABILITY: SURFACE MOTION
 DS0676
 DS0676  HISTORY     - Date     Condition        Report By
 DS0676  HISTORY     - 1952     MONUMENTED       CGS
 DS0676  HISTORY     - 1966     MARK NOT FOUND   NGS
 DS0676
 DS0676                          STATION DESCRIPTION
 DS0676
 DS0676'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DS0676'64.5 MI W FROM CARRIZOZO.
 DS0676'14.8 MILES SOUTH ALONG U.S. HIGHWAY 54 FROM THE POST OFFICE AT
 DS0676'CARRIZOZO, THENCE 48.7 MILES NORTHWEST ALONG THE MOCKING BIRD GAP
 DS0676'ROAD, THENCE 0.55 MILE SOUTH ALONG A DIRT ROAD, THENCE 0.45 MILE WEST
 DS0676'ALONG A ROUGH ROCKY ROAD, 58.8 FEET EAST OF TRIANGULATION STATION
 DS0676'CRATER N. BASE 1952, AT A GROUP OF SANDSTONE BOULDERS, 1 FOOT ABOVE
 DS0676'THE GROUND, SET IN THE TOP OF THE CENTER OF A 1X2 FOOT SANDSTONE
 DS0676'BOULDER.
 DS0676
 DS0676                          STATION RECOVERY (1966)
 DS0676
 DS0676'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 DS0676'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0675 ***********************************************************************
 DS0675  CBN         -  This is a Cooperative Base Network Control Station.
 DS0675  DESIGNATION -  CRATER NORTH BASE
 DS0675  PID         -  DS0675
 DS0675  STATE/COUNTY-  NM/SOCORRO
 DS0675  USGS QUAD   -  CERRO DE LA CAMPANA (1982)
 DS0675
 DS0675                         *CURRENT SURVEY CONTROL
 DS0675  ___________________________________________________________________
 DS0675* NAD 83(1992)-  33 49 33.14817(N)    106 39 56.17643(W)     ADJUSTED  
 DS0675* NAVD 88     -      1577.318  (meters)    5174.92   (feet)  POSTED    
 DS0675  ___________________________________________________________________
 DS0675  X           -  -1,521,490.486 (meters)                     COMP
 DS0675  Y           -  -5,082,475.049 (meters)                     COMP
 DS0675  Z           -   3,531,283.700 (meters)                     COMP
 DS0675  LAPLACE CORR-           0.69  (seconds)                    DEFLEC99
 DS0675  ELLIP HEIGHT-        1555.09  (meters)          (05/26/00) GPS OBS
 DS0675  GEOID HEIGHT-         -22.26  (meters)                     GEOID03
 DS0675  DYNAMIC HT  -        1575.040 (meters)    5167.44  (feet)  COMP
 DS0675  MODELED GRAV-     979,136.3   (mgal)                       NAVD 88
 DS0675
 DS0675  HORZ ORDER  -  A
 DS0675  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 DS0675  ELLP ORDER  -  SECOND    CLASS I
 DS0675
 DS0675.The horizontal coordinates were established by GPS observations
 DS0675.and adjusted by the National Geodetic Survey in May 2000..
 DS0675
 DS0675.The orthometric height was determined by differential leveling
 DS0675.and adjusted by the National Geodetic Survey in 1992..
 DS0675.No vertical observational check was made to the station.
 DS0675.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 DS0675.was located on a no-check spur therefore a value was not computed.
 DS0675
 DS0675.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DS0675
 DS0675.The Laplace correction was computed from DEFLEC99 derived deflections.
 DS0675
 DS0675.The ellipsoidal height was determined by GPS observations
 DS0675.and is referenced to NAD 83.
 DS0675
 DS0675.The geoid height was determined by GEOID03.
 DS0675
 DS0675.The dynamic height is computed by dividing the NAVD 88
 DS0675.geopotential number by the normal gravity value computed on the
 DS0675.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0675.degrees latitude (g = 980.6199 gals.).
 DS0675
 DS0675.The modeled gravity was interpolated from observed gravity values.
 DS0675
 DS0675;                    North         East     Units Scale Factor Converg.
 DS0675;SPC NM C     -   313,419.308   461,530.014   MT  0.99991824   -0 13 52.9
 DS0675;SPC NM C     - 1,028,276.51  1,514,203.05   sFT  0.99991824   -0 13 52.9
 DS0675;UTM  13      - 3,744,096.933   345,863.571   MT  0.99989289   -0 55 38.6
 DS0675
 DS0675!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS0675!SPC NM C     -   0.99975593  x   0.99991824  =   0.99967419
 DS0675!UTM  13      -   0.99975593  x   0.99989289  =   0.99964885
 DS0675
 DS0675|---------------------------------------------------------------------|
 DS0675| PID    Reference Object                     Distance      Geod. Az  |
 DS0675|                                                           dddmmss.s |
 DS0675| CD2731 CRATER NORTH BASE RM 1               64.648 METERS 02824     |
 DS0675| DS0674 RED BUTTE                            59.648 METERS 03318     |
 DS0675| CD2733 CRATER NORTH BASE RM 4                5.934 METERS 11359     |
 DS0675| CD2732 CRATER NORTH BASE RM 2               17.913 METERS 12215     |
 DS0675| DS0659 CRATER NORTH BASE AZ MK             APPROX.10.3 KM 1433411.2 |
 DS0675| CD2734 CRATER NORTH BASE RM 5                8.575 METERS 16023     |
 DS0675|---------------------------------------------------------------------|
 DS0675
 DS0675                          SUPERSEDED SURVEY CONTROL
 DS0675
 DS0675  NAD 83(1992)-  33 49 33.14955(N)    106 39 56.17264(W) AD(       ) 1
 DS0675  NAD 83(1986)-  33 49 33.15682(N)    106 39 56.17502(W) AD(       ) 1
 DS0675  NAD 27      -  33 49 32.92340(N)    106 39 54.11700(W) AD(       ) 1
 DS0675  NAVD 88 (05/26/00) 1577.32   (m)         5174.9    (f) LEVELING    3  
 DS0675  NGVD 29 (??/??/92) 1576.599  (m)         5172.56   (f) ADJ UNCH    2 0
 DS0675
 DS0675.Superseded values are not recommended for survey control.
 DS0675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0675.See file dsdata.txt to determine how the superseded data were derived.
 DS0675
 DS0675_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT4586444097(NAD 83)
 DS0675_MARKER: DS = TRIANGULATION STATION DISK
 DS0675_SETTING: 66 = SET IN ROCK OUTCROP
 DS0675_SP_SET: CONCRETE BLOCK
 DS0675_STAMPING: CRATER N BASE 1952
 DS0675_MARK LOGO: CGS   
 DS0675_MAGNETIC: N = NO MAGNETIC MATERIAL
 DS0675_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DS0675+STABILITY: POSITION/ELEVATION WELL
 DS0675_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS0675+SATELLITE: SATELLITE OBSERVATIONS - February 04, 1999
 DS0675
 DS0675  HISTORY     - Date     Condition        Report By
 DS0675  HISTORY     - 1952     MONUMENTED       CGS
 DS0675  HISTORY     - 1952     GOOD             CGS
 DS0675  HISTORY     - 1954     GOOD             CGS
 DS0675  HISTORY     - 1957     GOOD             CGS
 DS0675  HISTORY     - 1966     GOOD             CGS
 DS0675  HISTORY     - 1966     MARK NOT FOUND   NGS
 DS0675  HISTORY     - 1968     GOOD             CGS
 DS0675  HISTORY     - 1969     GOOD             CGS
 DS0675  HISTORY     - 1973     GOOD             NGS
 DS0675  HISTORY     - 19990204 GOOD             NIMA
 DS0675
 DS0675                          STATION DESCRIPTION
 DS0675
 DS0675'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RLE)
 DS0675'THE STATION IS LOCATED ABOUT 5 MILES SOUTH-SOUTHWEST OF
 DS0675'CARTHAGE ON THE SUMMIT OF RED BUTTE JUST SOUTH OF THE HIGHEST
 DS0675'POINT OF HILL, 175 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 DS0675'OF A SMALL METAL BUILDING.  IT IS STAMPED CRATER N BASE 1952
 DS0675'AND PROJECTS 3 INCHES.
 DS0675'
 DS0675'RED BUTTE INST (HAFB) USED FOR REFERENCE MARK NO. 1 IS ON
 DS0675'THE HIGHEST POINT OF HILL, 20 FEET NORTHWEST OF THE NORTHWEST
 DS0675'CORNER OF METAL BUILDING.  IT IS A BRONZE DISK SET IN THE
 DS0675'TOP OF A 6 INCH SQUARE CONCRETE POST PROJECTING 1 INCH
 DS0675'AND IS STAMPED RED BUTTE INST HAFB 1942.
 DS0675'
 DS0675'REFERENCE MARK NO. 2 IS ON THE SAME ELEVATION AS THE STATION
 DS0675'AND IS STAMPED CRATER N BASE NO 2 1952.
 DS0675'
 DS0675'THE AZIMUTH MARK IS 30 FEET EAST OF THE CENTER OF A
 DS0675'NORTHWEST-SOUTHEAST DIRT ROAD.  IT IS STAMPED CRATER N BASE
 DS0675'1952 AND PROJECTS 4 INCHES.
 DS0675'
 DS0675'TO REACH THE STATION FROM THE CARTHAGE STORE, (16 MILES WEST
 DS0675'OF THE BINGHAM POST OFFICE) GO WEST ON U.S. HIGHWAY 380
 DS0675'FOR 2.2 MILES TO A ROAD ON THE LEFT AND SMALL SIGN RED BUTTE,
 DS0675'TURN LEFT AND GO SOUTH AND SOUTHEAST ON MAIN TRAVELED ROAD
 DS0675'FOR 4.9 MILES TO A FORK.  (TAKE LEFT FORK AND CONTINUE SOUTHEAST
 DS0675'FOR 6.7 MILES TO THE AZIMUTH MARK ON LEFT AS DESCRIBED.)
 DS0675'TAKE RIGHT FORK AND GO SOUTHWEST FOR 0.5 MILE TO A FORK, TAKE
 DS0675'RIGHT FORK AND GO WEST UP HILL FOR 0.5 MILE TO SUMMIT AND
 DS0675'STATION JUST SOUTH AS DESCRIBED.
 DS0675
 DS0675                          STATION RECOVERY (1952)
 DS0675
 DS0675'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952
 DS0675'64.5 MI W FROM CARRIZOZO.
 DS0675'14.8 MILES SOUTH ALONG U.S. HIGHWAY 54 FROM THE POST OFFICE AT
 DS0675'CARRIZOZO, THENCE 48.7 MILES NORTHWEST ALONG THE MOCKING BIRD GAP
 DS0675'ROAD, THENCE 0.55 MILE SOUTH ALONG A DIRT ROAD, THENCE 0.45 MILE WEST
 DS0675'ALONG A ROUGH ROCKY ROAD, 175 FEET SOUTHWEST OF THE SOUTHWEST EDGE OF
 DS0675'THE CONCRETE FOUNDATION OF A SMALL BUILDING, ON THE SOUTH SLOPE OF A
 DS0675'HILL, 195.0 FEET SOUTHWEST OF TRIANGULATION STATION RED BUTTE 1949
 DS0675'(U.S.A.), SET IN THE TOP OF A CONCRETE BLOCK WHICH IS FLUSH WITH THE
 DS0675'GROUND.
 DS0675
 DS0675                          STATION RECOVERY (1954)
 DS0675
 DS0675'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (CAS)
 DS0675'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 DS0675'TO BE IN GOOD CONDITION.  A COMPLETE NEW TO REACH THE STATION
 DS0675'FOLLOWS.
 DS0675'
 DS0675'TO REACH THE STATION FROM THE EAST END OF THE BRIDGE OVER THE
 DS0675'RIO GRANDE RIVER, WHICH IS ABOUT 1/2 MILE EAST OF SAN ANTONIO,
 DS0675'GO EAST ON U.S. HIGHWAY 380 FOR 9.25 MILES TO A SIDE ROAD RIGHT
 DS0675'SIGN BRUTONS RANCH, TURN RIGHT AND GO 1.9 MILES TO A CATTLE
 DS0675'GUARD, CONTINUE FOR 3.8 MILES TO AN AIR STRIP AND DIRT ROAD
 DS0675'RIGHT, TURN RIGHT AND GO 0.1 MILE TO A T-ROAD INTERSECTION,
 DS0675'TURN RIGHT AND GO UP HILL FOR 1.0 MILE TO THE STATION ON THE
 DS0675'RIGHT AS DESCRIBED.
 DS0675
 DS0675                          STATION RECOVERY (1957)
 DS0675
 DS0675'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (WRH)
 DS0675'STATION RECOVERED AS DESCRIBED AND THE STATION MARK, REFERENCE
 DS0675'MARK NUMBER 2 AND THE AZIMUTH MARK ARE IN GOOD CONDITON.
 DS0675'RED BUTTE INST (HAFB) 1942, WHICH WAS CALLED REFERENCE MARK
 DS0675'NUMBER 1, HAS BEEN REMOVED FOR BUILDING PURPOSES.  A NEW
 DS0675'REFERENCE MARK HAS BEEN ESTABLISHED AND CALLED NO. 1.  THE
 DS0675'SMALL METAL BUILDING MENTIONED IN THE 1952 DESCRIPTION HAS
 DS0675'BEEN REMOVED.  A COMPLETE DESCRIPTION FOLLOWS.
 DS0675'
 DS0675'THE STATION IS LOCATED, AIRLINE, ABOUT 5.0 MILES SOUTH SOUTHWEST
 DS0675'OF CARTHAGE AND ON THE SUMMIT OF RED BUTTE JUST SOUTH OF THE
 DS0675'HIGHEST POINT.
 DS0675'
 DS0675'STATION MARK, STAMPED CRATER N BASE 1952, IS A STANDARD DISK
 DS0675'SET IN THE TOP OF A MASS OF CONCRETE 18 INCHES IN DIAMETER AND
 DS0675'FLUSH WITH THE GROUND.  IT IS 30.0 FEET EAST OF THE CENTERLINE
 DS0675'OF THE MAIN ROAD AND 162.0 FEET SOUTH OF THE SOUTHWEST CORNER
 DS0675'OF A LARGE CONCRETE BLOCK BUILDING.  IT IS ABOUT 7 FEET
 DS0675'LOWER THAN THE SUMMIT.
 DS0675'
 DS0675'REFERENCE MARK NUMBER 1, STAMPED CRATER N BASE NO 1 1952 1957,
 DS0675'IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN THE CONCRETE
 DS0675'PORCH OF A LARGE CONCRETE BLOCK BUILDING.  IT IS IN THE
 DS0675'SOUTHEAST CORNER AND 1.0 FEET SOUTHEAST OF A POLE SUPPORTING
 DS0675'THE ROOF.  IT IS ABOUT 7.0 FEET HIGHER THAN THE STATION.
 DS0675'
 DS0675'REFERENCE MARK NUMBER 2, STAMPED CRATER N BASE NO 2 1952,
 DS0675'IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN A BOULDER
 DS0675'3-1/2 BY 1-1/2 FEET AND IS AT ABOUT THE SAME ELEVATIONAS THE
 DS0675'STATION.  IT IS 88.0 FEET EAST OF THE CENTERLINE OF THE ROAD.
 DS0675'
 DS0675'AZIMUTH MARK, STAMPED CRATER N BASE 1952, IS A STANDARD DISK
 DS0675'SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT PROJECTS
 DS0675'12 INCHES.  IT IS 2990 FEET EAST OF A BLACKTOP ROAD CENTERLINE
 DS0675'AND 3.0 FEET SOUTH OF A WITNESS POST.
 DS0675'
 DS0675'THE STATION IS REACHED AS FOLLOWS--FROM THE CARTHAGE STORE
 DS0675'(16 MILES WEST OF THE U.S. POST OFFICE IN BINGHAM) GO WEST
 DS0675'ON U.S. HIGHWAY 380 FOR 2.2 MILES TO A SIDE ROAD ON THE LEFT
 DS0675'AND A SMALL SIGN RED BUTTE.  TURN LEFT AND GO SOUTH AND
 DS0675'SOUTHWEST ON THE MAIN TRAVELED ROAD FOR 4.9 MILES TO A FORK.
 DS0675'(TAKE THE LEFT FORK AND GO 6.7 MILES TO THE AZIMUTH MARK ON THE
 DS0675'LEFT AS DESCRIBED.) TAKE THE RIGHT FORK AND GO SOUTHWEST FOR
 DS0675'0.5 MILE TO A FORK.  TAKE THE RIGHT FORK AND GO WEST, UPHILL,
 DS0675'FOR 0.5 MILE TO THE SUMMIT AND THE STATION JUST SOUTH AS
 DS0675'DESCRIBED.
 DS0675
 DS0675                          STATION RECOVERY (1966)
 DS0675
 DS0675'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JWC)
 DS0675'THE STATION MARK, REFERENCE MARKS 1, 4 AND THE AZIMUTH MARK
 DS0675'WERE RECOVERED.  REFERENCE MARK 1 IS NOW OBSTRUCTED BY AN
 DS0675'ASTRODOME.  A REFERENCE MARK 5 WAS ESTABLISHED.  A COMPLETE
 DS0675'NEW DESCRIPTION FOLLOWS.
 DS0675'
 DS0675'THE STATION IS ABOUT 5 MILES SOUTH-SOUTHWEST OF CORTHAGE, 4 MILES
 DS0675'SOUTH OF THE JUNCTION OF WHITE SANDS PROVING GROUNDS ROUTE
 DS0675'7 AND U.S. HIGHWAY 380 AND ON THE SUMMIT OF RED BUTTE, JUST
 DS0675'SOUTH OF THE HIGHEST POINT OF THE HILL.
 DS0675'
 DS0675'TO REACH THE STATION FROM THE POST OFFICE IN THREE RIVERS,
 DS0675'GO NORTH ON U.S. HIGHWAY 54 FOR 11.1 MILES TO A GRAVELED
 DS0675'ROAD ON THE LEFT AT OSCURO.  TURN LEFT AND GO WEST ON THE
 DS0675'GRAVELED ROAD FOR 6.15 MILES TO A LOCKED GATE.  PASS THROUGH
 DS0675'THE GATE AND CONTINUE WEST FOR 0.85 MILE TO A GUARD SHACK
 DS0675'AND ROAD ON THE RIGHT.  CONTINUE WESTERLY ON THE MAIN ROAD FOR
 DS0675'16.15 MILES TO A PAVED T-ROAD.  TURN RIGHT AND GO NORTHERLY
 DS0675'ON THE PAVED ROAD FOR 6.8 MILES TO A CROSSROAD.  CONTINUE
 DS0675'NORTH ON THE PAVED ROAD FOR 12.05 MILES TO THE AZIMUTH MARK
 DS0675'ON THE RIGHT.  CONTINUE NORTH FOR 5.5 MILES TO THE STALLION
 DS0675'RANGE HEADQUARTERS ON THE LEFT.  CONTINUE NORTH FOR 0.4
 DS0675'MILES TO A GRAVELED ROAD ON THE LEFT.  TURN LEFT AND GO WEST
 DS0675'AND THEN NORTH ON THE GRAVELED ROAD FOR 0.9 MILE TO THE
 DS0675'STATION ON THE RIGHT JUST SOUTH OF AN ASTRODOME BUILDING.
 DS0675'
 DS0675'THE STATION MARK IS A STANDARD DISK, STAMPED CRATER N BASE
 DS0675'1952, CEMENTED IN A DRILL HOLE IN A 1 X 1 FOOT ROCK OUTCROP,
 DS0675'THAT PROJECTS ABOUT 1 INCH ABOVE THE GROUND.  IT IS 84.7
 DS0675'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A METAL BUILDING,
 DS0675'38 FEET NORTHEAST OF THE CENTERLINE OF A GRAVELED ROAD AND
 DS0675'14.3 FEET EAST OF A SIGN RED BUTTE G-100 020 T 58.
 DS0675'
 DS0675'REFERENCE MARK 4 IS A BRONZE DISK OF THE WHITE SANDS PROVING
 DS0675'GROUNDS, STAMPED CRATER N BASE NO 4 1964, CEMENTED IN A DRILL
 DS0675'HOLE IN A 3 X 3 FOOT ROCK OUTCROP, THAT IS FLUSH WITH THE GROUND.
 DS0675'IT IS 85.4 FEET SOUTH OF THE SOUTHWEST CORNER OF THE METAL
 DS0675'BUILDING, 56 FEET EAST OF THE CENTERLINE OF THE GRAVELED ROAD,
 DS0675'AND ABOUT THE SAME ELEVATION AS THE STATION.
 DS0675'
 DS0675'REFERENCE MARK 5 IS A STANDARD DISK STAMPED CRATER N BASE NO
 DS0675'5 1952 1966, CEMENETED IN A DRILL HOLE IN A 1 X 1 FOOT ROCK
 DS0675'OUTCROP THAT PROJECTS ABOUT 1 INCH ABOVE THE GROUND.  IT IS
 DS0675'104 FEET SOUTH OF THE SOUTHWEST CORNER OF A METAL BUILDING,
 DS0675'49 FEET EAST OF THE CENTERLINE OF THE GRAVELED ROAD AND ABOUT
 DS0675'THE SAME ELEVATION AS THE STATION.
 DS0675'
 DS0675'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED CRATER N BASE
 DS0675'1952, SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN
 DS0675'DIAMETER, THAT PROJECTS ABOUT 1 INCH ABOVE THE GROUND.  IT IS
 DS0675'24.3 FEET EAST OF THE CENTERLINE OF THE PAVED ROAD, 2.8 FEET
 DS0675'NORTH OF A WITNESS POST AND 2.6 FEET SOUTH OF A WITNESS POST.
 DS0675'
 DS0675'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES
 DS0675'SOUTH-SOUTHWEST OF CORTHAGE
 DS0675
 DS0675                          STATION RECOVERY (1966)
 DS0675
 DS0675'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 DS0675'MARK NOT FOUND.
 DS0675
 DS0675                          STATION RECOVERY (1968)
 DS0675
 DS0675'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JBJ)
 DS0675'THE STATION MARK, REFERENCE MARKS 4, 5 AND THE AZIMUTH MARK
 DS0675'WERE RECOVERED AS DESCRIBED IN 1966 BY J.W. CARPENTER.
 DS0675'HOWEVER A DIFFERENCE IN DIRECTION WAS NOTED TO REFERENCE MARK 4.
 DS0675'
 DS0675'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES
 DS0675'SOUTH-SOUTHWEST OF CORTHAGE
 DS0675
 DS0675                          STATION RECOVERY (1969)
 DS0675
 DS0675'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LGB)
 DS0675'THE STATION MARK, REFERENCE MARKS 1, 4 AND 5, AND THE AZIMUTH
 DS0675'MARK WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.  DUE
 DS0675'TO THE CONSTRUCTION OF A BUILDING REFERENCE MARK 1 CANNOT BE
 DS0675'MEASURED OR OBSERVED.  THERE IS NO DATA AVAILABLE ON REFERENCE
 DS0675'MARKS 4 AND 5, THEREFORE A COMPLETE NEW DESCRIPTION FOLLOWS--
 DS0675'
 DS0675'THE STATION IS LOCATED ABOUT 13-1/2 MILES SOUTHEAST OF SAN
 DS0675'ANTONIO, 4 MILES SOUTH OF U.S. HIGHWAY 380, 1 MILE WEST OF
 DS0675'STALLION RANGE CENTER AND ON THE HIGHEST POINT OF A HILL WITH
 DS0675'THREE CAMERA BUILDINGS ON IT.
 DS0675'
 DS0675'TO REACH THE STATION FROM THE STALLION RANGE CENTER GUARD
 DS0675'GATE, TURN RIGHT AND GO WEST ON WSMR ROUTE 5 FOR 0.1 MILE TO A
 DS0675'FORK.  TAKE THE RIGHT FORK AND GO WESTERLY UP HILL ON THE
 DS0675'GRAVELED ROAD FOR 0.9 MILE TO THE STATION ON THE RIGHT, JUST
 DS0675'BEFORE REACHING THE ROUND TOPPED CAMERA BUILDING.
 DS0675'
 DS0675'THE STATION MARK IS A STANDARD DISK STAMPED CRATER N BASE 1952,
 DS0675'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK AND IS FLUSH
 DS0675'WITH THE GROUND SURFACE.  IT IS 85 FEET SOUTHWEST OF THE
 DS0675'SOUTHEST CORNER OF A ROUND TOPPED CAMERA BUILDING, 36 FEET EAST OF
 DS0675'THE CENTER OF THE GRAVELED ROAD AND 15 FEET EAST-SOUTHEAST
 DS0675'OF A METAL SIGN POST.
 DS0675'
 DS0675'REFERENCE MARK 1 IS A STANDARD DISK STAMPED CRATER N BASE
 DS0675'NO 1 1952 1957, CEMENTED IN A DRILL HOLE IN THE CONCRETE PORCH
 DS0675'SLAB OF A CEMENT BLOCK BUILDING NORTH OF THE STATION.
 DS0675'
 DS0675'REFERENCE MARK 4 IS A STANDARD DISK STAMPED CRATER N BASE
 DS0675'NO 4 1964, CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK
 DS0675'AND IS FLUSH WITH THE GROUND SURFACE.  IT IS 53 FEET EAST
 DS0675'OF THE CENTER OF A GRAVELED ROAD AND 34 FEET EAST-SOUTHEAST
 DS0675'OF A METAL SIGN POST.
 DS0675'
 DS0675'REFERENCE MARK 5 IS A STANDARD DISK STAMPED CRATER N BASE
 DS0675'NO 5 1952 1966, CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK
 DS0675'AND IS FLUSH WITH THE GROUND SURFACE.  IT IS 48 FEET EAST OF
 DS0675'THE CENTER OF THE GRAVELED ROAD AND 39 FEET SOUTHEAST OF THE
 DS0675'METAL SIGN POST.
 DS0675'
 DS0675'THE AZIMUTH MARK IS A STANDARD DISK STAMPED CRATER N BASE 1952,
 DS0675'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT
 DS0675'IS FLUSH WITH THE SHOULDER OF THE ROAD.  IT IS 14 FEET
 DS0675'NORTH-NORTHEAST OF THE CENTER OF THE SURFACED ROAD, 3 FEET
 DS0675'NORTHWEST OF A METAL WITNESS POST AND 1 FOOT SOUTH OF A METAL
 DS0675'WITNESS POST WITH SIGN.
 DS0675'
 DS0675'TO REACH THE AZIMUTH MARK FROM THE STALLION RANGE CENTER
 DS0675'GUARD GATE, GO SOUTHEAST ON WSMR ROUTE 7 FOR 6.1 MILES TO
 DS0675'THE MARK ON THE LEFT.
 DS0675'
 DS0675'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1 MILE WEST
 DS0675'OF STALLION RANGE CENTER
 DS0675
 DS0675                          STATION RECOVERY (1973)
 DS0675
 DS0675'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CWW)
 DS0675'THE STATION MARK AND REFERENCE 4 WERE FOUND AND ARE IN GOOD
 DS0675'CONDITION.  THE AZIMUTH MARK WAS NOT SEARCHED FOR.  REFERENCE
 DS0675'MARK 5 HAS BEEN DESTROYED.  A NEW TO REACH DESCRIPTION FOLLOWS.
 DS0675'
 DS0675'THE STATION IS LOCATED ABOUT 11 MILES AIRLINE EAST-SOUTHEAST
 DS0675'OF SAN ANTONIO.
 DS0675'
 DS0675'TO REACH THE STATION FROM THE JUNCTION OF U.S. 380 AND S.R. 1
 DS0675'IN SAN ANTONIO, GO EAT ON U.S. 380, 11.7 MILES TO THE JUNCTION
 DS0675'OF U.S. 380 AND S.R. 525.  TURN RIGHT, SOUTH, ON S.R. 525 AND
 DS0675'O 2.5 MILES TO A Y.  STAY ON PAVED ROAD 1.7 MILES TO A GUARDHOUSE
 DS0675'AND WHITE SANDS MISSLE RANGE.  PERMISSION MUST BE OBTAINED
 DS0675'BEFORE ANY FURTHER TRAVEL.  TURN RIGHT AND GO WEST AND THEN
 DS0675'NORTH ON A PAVED ROAD 0.9 MILES TO THE TOP OF THE HILL AND
 DS0675'THE STAION ON THE RIGHT, JUST SOUTH OF AN ASTRODOME BUILDING.
 DS0675'
 DS0675'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--12 MILES SE
 DS0675'OF SAN ANTONIO.
 DS0675
 DS0675                          STATION RECOVERY (1999)
 DS0675
 DS0675'RECOVERY NOTE BY NATIONAL IMAGERY + MAPPING AGENCY 1999 (PJR)
 DS0675'RECOVERED AS DESCRIBED.  OWNERSHIP--WHITE SANDS MISSILE RANGE,
 DS0675'TELEPHONE 505-678-2121, WHITE SANDS MISSILE RANGE, NM 88002-5000.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0659 ***********************************************************************
 DS0659  DESIGNATION -  CRATER NORTH BASE AZ MK
 DS0659  PID         -  DS0659
 DS0659  STATE/COUNTY-  NM/SOCORRO
 DS0659  USGS QUAD   -  CERRO DE LA CAMPANA SE (1982)
 DS0659
 DS0659                         *CURRENT SURVEY CONTROL
 DS0659  ___________________________________________________________________
 DS0659* NAD 83(1992)-  33 45 04.85843(N)    106 35 59.17643(W)     ADJUSTED  
 DS0659* NAVD 88     -      1456.328  (meters)    4777.97   (feet)  ADJUSTED  
 DS0659  ___________________________________________________________________
 DS0659  LAPLACE CORR-           2.03  (seconds)                    DEFLEC99
 DS0659  GEOID HEIGHT-         -22.34  (meters)                     GEOID03
 DS0659  DYNAMIC HT  -        1454.226 (meters)    4771.07  (feet)  COMP
 DS0659  MODELED GRAV-     979,142.6   (mgal)                       NAVD 88
 DS0659
 DS0659  HORZ ORDER  -  SECOND
 DS0659  VERT ORDER  -  SECOND    CLASS 0
 DS0659
 DS0659.The horizontal coordinates were established by classical geodetic methods
 DS0659.and adjusted by the National Geodetic Survey in December 1993..
 DS0659
 DS0659.The orthometric height was determined by differential leveling
 DS0659.and adjusted by the National Geodetic Survey in June 1991..
 DS0659
 DS0659.The Laplace correction was computed from DEFLEC99 derived deflections.
 DS0659
 DS0659.The geoid height was determined by GEOID03.
 DS0659
 DS0659.The dynamic height is computed by dividing the NAVD 88
 DS0659.geopotential number by the normal gravity value computed on the
 DS0659.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0659.degrees latitude (g = 980.6199 gals.).
 DS0659
 DS0659.The modeled gravity was interpolated from observed gravity values.
 DS0659
 DS0659;                    North         East     Units Scale Factor Converg.
 DS0659;SPC NM C     -   305,131.219   467,595.775   MT  0.99991294   -0 11 39.6
 DS0659;SPC NM C     - 1,001,084.67  1,534,103.81   sFT  0.99991294   -0 11 39.6
 DS0659;UTM  13      - 3,735,736.126   351,828.104   MT  0.99987066   -0 53 20.3
 DS0659
 DS0659!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS0659!SPC NM C     -   0.99977493  x   0.99991294  =   0.99968789
 DS0659!UTM  13      -   0.99977493  x   0.99987066  =   0.99964562
 DS0659
 DS0659:                Primary Azimuth Mark                     Grid Az
 DS0659:SPC NM C     -  CRATER NORTH BASE                        323 48 02.6
 DS0659:UTM  13      -  CRATER NORTH BASE                        324 29 43.3
 DS0659
 DS0659|---------------------------------------------------------------------|
 DS0659| PID    Reference Object                     Distance      Geod. Az  |
 DS0659|                                                           dddmmss.s |
 DS0659| DS0675 CRATER NORTH BASE                   APPROX.10.3 KM 3233623.0 |
 DS0659|---------------------------------------------------------------------|
 DS0659
 DS0659                          SUPERSEDED SURVEY CONTROL
 DS0659
 DS0659  NAD 83(1986)-  33 45 04.86564(N)    106 35 59.17888(W) AD(       ) 2
 DS0659  NAD 27      -  33 45 04.62380(N)    106 35 57.12880(W) AD(       ) 2
 DS0659  NGVD 29 (??/??/92) 1455.636  (m)         4775.70   (f) ADJ UNCH    2 0
 DS0659
 DS0659.Superseded values are not recommended for survey control.
 DS0659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0659.See file dsdata.txt to determine how the superseded data were derived.
 DS0659
 DS0659_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT5182835736(NAD 83)
 DS0659_MARKER: DZ = AZIMUTH MARK DISK
 DS0659_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0659_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0659_STAMPING: CRATER N BASE 1952
 DS0659_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0659+STABILITY: SURFACE MOTION
 DS0659
 DS0659  HISTORY     - Date     Condition        Report By
 DS0659  HISTORY     - 1952     MONUMENTED       CGS
 DS0659  HISTORY     - 1952     GOOD             CGS
 DS0659  HISTORY     - 1957     GOOD             USE
 DS0659
 DS0659                          STATION DESCRIPTION
 DS0659
 DS0659'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RLE)
 DS0659'THE AZIMUTH MARK IS ABOUT 11 MILES SOUTH-SOUTHEAST OF CARTHAGE.
 DS0659'IT IS 30 FEET EAST OF THE CENTER OF A NORTHWEST-SOUTHEAST
 DS0659'DIRT ROAD AND IS STAMPED CRATER N BASE 1952, PROJECTS 4
 DS0659'INCHES.
 DS0659'
 DS0659'TO REACH THE STATION FROM THE CARTHAGE STORE, (16 MILES W
 DS0659'OF THE BINGHAM POST OFFICE) GO W ON U.S. HWY 380 FOR 2.2
 DS0659'MILES TO A ROAD ON THE LEFT AND SMALL SIGN RED BUTTE, TURN
 DS0659'LEFT AND GO SOUTH AND SOUTHEAST ON MAIN TRAVELED ROAD
 DS0659'FOR 4.9 MILES TO A FORK.  (TAKE LEFT FORK AND CONTINUE
 DS0659'SOUTHEAST FOR 6.7 MILES TO THE AZIMUTH MARK ON LEFT.
 DS0659
 DS0659                          STATION RECOVERY (1952)
 DS0659
 DS0659'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952
 DS0659'56.9 MI W FROM CARRIZOZO.
 DS0659'14.8 MILES SOUTH ALONG U.S. HIGHWAY 54 FROM THE POST OFFICE AT
 DS0659'CARRIZOZO, THENCE 42.1 MILES NORTHWEST ALONG THE MOCKING BIRD GAP
 DS0659'ROAD, 32 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, IN A SANDY
 DS0659'FLAT, 3 FEET SOUTHEAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 DS0659'POST WHICH PROJECTS 0.8 FOOT ABOVE THE GROUND.
 DS0659
 DS0659                          STATION RECOVERY (1957)
 DS0659
 DS0659'RECOVERY NOTE BY US ENGINEERS 1957 (WRH)
 DS0659'STATION RECOVERED AS DESCRIBED AND IN GOOD CONDITION.  SEE
 DS0659'STATION CRATER N BASE 1952 FOR THE DESCRIPTION AND HOW TO REACH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0742 ***********************************************************************
 DS0742  DESIGNATION -  CRATER SOUTH BASE
 DS0742  PID         -  DS0742
 DS0742  STATE/COUNTY-  NM/SOCORRO
 DS0742  USGS QUAD   -  FOSTER WELL (1981)
 DS0742
 DS0742                         *CURRENT SURVEY CONTROL
 DS0742  ___________________________________________________________________
 DS0742* NAD 83(1992)-  33 35 10.58536(N)    106 30 18.74313(W)     ADJUSTED  
 DS0742* NAVD 88     -      1465.947  (meters)    4809.53   (feet)  ADJUSTED  
 DS0742  ___________________________________________________________________
 DS0742  LAPLACE CORR-           5.60  (seconds)                    DEFLEC99
 DS0742  GEOID HEIGHT-         -22.20  (meters)                     GEOID03
 DS0742  DYNAMIC HT  -        1463.828 (meters)    4802.58  (feet)  COMP
 DS0742  MODELED GRAV-     979,140.7   (mgal)                       NAVD 88
 DS0742
 DS0742  HORZ ORDER  -  FIRST
 DS0742  VERT ORDER  -  SECOND    CLASS 0
 DS0742
 DS0742.The horizontal coordinates were established by classical geodetic methods
 DS0742.and adjusted by the National Geodetic Survey in December 1993..
 DS0742
 DS0742.The orthometric height was determined by differential leveling
 DS0742.and adjusted by the National Geodetic Survey in June 1991..
 DS0742
 DS0742.The Laplace correction was computed from DEFLEC99 derived deflections.
 DS0742
 DS0742.The geoid height was determined by GEOID03.
 DS0742
 DS0742.The dynamic height is computed by dividing the NAVD 88
 DS0742.geopotential number by the normal gravity value computed on the
 DS0742.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0742.degrees latitude (g = 980.6199 gals.).
 DS0742
 DS0742.The modeled gravity was interpolated from observed gravity values.
 DS0742
 DS0742;                    North         East     Units Scale Factor Converg.
 DS0742;SPC NM C     -   286,797.659   476,311.460   MT  0.99990692   -0 08 28.2
 DS0742;SPC NM C     -   940,935.32  1,562,698.52   sFT  0.99990692   -0 08 28.2
 DS0742;UTM  13      - 3,717,299.474   360,320.904   MT  0.99984053   -0 49 58.1
 DS0742
 DS0742!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS0742!SPC NM C     -   0.99977340  x   0.99990692  =   0.99968034
 DS0742!UTM  13      -   0.99977340  x   0.99984053  =   0.99961396
 DS0742
 DS0742|---------------------------------------------------------------------|
 DS0742| PID    Reference Object                     Distance      Geod. Az  |
 DS0742|                                                           dddmmss.s |
 DS0742| CD2735 CRATER SOUTH BASE RM 1               24.537 METERS 00329     |
 DS0742| DS0098 U 235                                              0510636.0 |
 DS0742| CD1612 U 235                                              0510639.3 |
 DS0742| CD2736 CRATER SOUTH BASE RM 2               28.696 METERS 09820     |
 DS0742| DS1139 MOCK                                APPROX. 7.6 KM 1153451.8 |
 DS0742| DS0659 CRATER NORTH BASE AZ MK             APPROX.20.3 KM 3342556.2 |
 DS0742| DS0648 CRATER SOUTH BASE AZ MK                            3500039.9 |
 DS0742|---------------------------------------------------------------------|
 DS0742
 DS0742                          SUPERSEDED SURVEY CONTROL
 DS0742
 DS0742  NAD 83(1986)-  33 35 10.59239(N)    106 30 18.74570(W) AD(       ) 1
 DS0742  NAD 27      -  33 35 10.33050(N)    106 30 16.70800(W) AD(       ) 1
 DS0742  NGVD 29 (??/??/92) 1465.269  (m)         4807.30   (f) ADJ UNCH    2 0
 DS0742
 DS0742.Superseded values are not recommended for survey control.
 DS0742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0742.See file dsdata.txt to determine how the superseded data were derived.
 DS0742
 DS0742_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT6032117299(NAD 83)
 DS0742_MARKER: DB = BENCH MARK DISK
 DS0742_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0742_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0742_STAMPING: CRATER S BASE 1952
 DS0742_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0742+STABILITY: SURFACE MOTION
 DS0742
 DS0742  HISTORY     - Date     Condition        Report By
 DS0742  HISTORY     - 1952     MONUMENTED       CGS
 DS0742  HISTORY     - 1954     GOOD             CGS
 DS0742  HISTORY     - 1957     GOOD             CGS
 DS0742  HISTORY     - 1957     GOOD             DI
 DS0742  HISTORY     - 1966     GOOD             CGS
 DS0742  HISTORY     - 1966     GOOD             CGS
 DS0742  HISTORY     - 1966     GOOD             NGS
 DS0742  HISTORY     - 1968     GOOD             CGS
 DS0742  HISTORY     - 1969     GOOD             CGS
 DS0742
 DS0742                          STATION DESCRIPTION
 DS0742
 DS0742'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RLE)
 DS0742'THE STATION IS LOCATED ON AN OPEN RANGE, ABOUT 7 MILES SOUTH OF THE
 DS0742'ORIGINAL ATOM BOMB CRATER, 1.3 MILES SOUTHWEST OF A CROSSROAD
 DS0742'INTERSECTION AND 0.05 MILE NORTH OF A DIRT ROAD.  IT IS STAMPED
 DS0742'CRATER S BASE 1952 AND PROJECTS 4 INCHES.
 DS0742'
 DS0742'REFERENCE MARK NO. 1 IS ON ABOUT THE SAME ELEVATION AS THE
 DS0742'STATION.  IT IS STAMPED CRATER S BASE NO 1 1952 AND PROECTS 4 INCHES.
 DS0742'
 DS0742'REFERENCE MARK NO. 2 IS ON ABOUT THE SAME ELEVATION AS THE
 DS0742'STATION.  IT IS STAMPED CRATER S BASE NO 2 1952 AND PROJECTS 8 INCHES.
 DS0742'
 DS0742'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2
 DS0742'IS 128.9 FEET.
 DS0742'
 DS0742'THE AZIMUTH MARK IS LOCATED 4 FEET WEST OF THE WEST END OF A CATTLE
 DS0742'GUARD, 1.5 FEET EAST OF A WITNESS POST AND 1 FOOT SOUTH OF A
 DS0742'FENCE.  IT IS STAMPED CRATER S BASE 1952 AND PROJECTS 4 INCHES.
 DS0742'
 DS0742'TO REACH THE STATION FROM THE POST OFFICE IN CARRIZOZO, GO SOUTH
 DS0742'ON U.S. HIGHWAY 54 FOR 15.3 MILES TO A T-ROAD RIGHT AT THE SMALL
 DS0742'VILLAGE OF OSCURA.  TURN RIGHT AND GO WEST AND NORTHWEST ON
 DS0742'MOCKING BIRD GAP ROAD FOR 30.2 MILES TO A CROSSROAD, TURN LEFT
 DS0742'AND GO SOUTHWEST ON A DIRT ROAD FOR 1.3 MILES TO A DIM TRACK
 DS0742'ROAD RIGHT.  TURN RIGHT AND GO NORTH FOR 0.05 MILE TO THE
 DS0742'STATION AS DESCRIBED.
 DS0742'
 DS0742'TO REACH THE AZIMUTH MARK FROM THE DIRT ROAD JUST SOUTH OF
 DS0742'THE STATION, GO NORTHEAST ON THE DIRT ROAD FOR 1.3 MILES TO A
 DS0742'CROSSROAD.  TURN LEFT AND GO NORTH-NORTHWEST ON MOCKING BIRD
 DS0742'GAP ROAD FOR 2.15 MILES TO THE SECOND CATTLE GUARD AND THE
 DS0742'AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 DS0742'
 DS0742'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 DS0742
 DS0742                          STATION RECOVERY (1954)
 DS0742
 DS0742'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (CAS)
 DS0742'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND TO
 DS0742'BE IN GOOD CONDITION.  A COMPLETE NEW TO REACH THE STATION FOLLOWS.
 DS0742'
 DS0742'TO REACH THE STATION FROM THE EAST END OF THE BRIDGE OVER THE
 DS0742'RIO GRANDE RIVER, WHICH IS ABOUT 1/2 MILE EAST OF SAN ANTONIO,
 DS0742'GO EAST ON U.S. HIGHWAY 380 FOR 9.25 MILES TO A SIDE ROAD RIGHT
 DS0742'SIGN BRUNTONS RANCH, TURN RIGHT AND GO 1.9 MILES TO A CATTLE
 DS0742'GUARD, CONTINUE FOR 3.8 MILES TO AN AIR STRIP AND DIRT ROAD
 DS0742'RIGHT, TURN RIGHT AND GO 0.1 MILE TO A T-ROAD INTERSECTION,
 DS0742'TURN LEFT AND GO 15.9 MILES TO THE AZIMUTH MARK ON THE RIGHT
 DS0742'SHOULDER OF THE ROAD, CONTINUE FOR 2.15 MILES TO A CROSSROAD,
 DS0742'TURN RIGHT AND GO 1.2 MILES TO THE STATION ON THE RIGHT.  THE
 DS0742'STATION IS ABOUT 250 FEET NORTH OF THIS ROAD.
 DS0742
 DS0742                          STATION RECOVERY (1957)
 DS0742
 DS0742'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (WRH)
 DS0742'STATION RECOVERED AS DESCRIBED AND ALL MARKS ARE IN GOOD
 DS0742'CONDITION.  A COMPLETE DESCRIPTION FOLLOWS.
 DS0742'
 DS0742'THE STATION IS LOCATED, AIRLINE, ABOUT 19 MILES SOUTHEAST OF
 DS0742'RED BUTTE AND CRATER N BASE, 7 MILES SOUTH OF THE ORIGINAL ATOM
 DS0742'BOMB CRATER, 1.3 MILES SOUTHWEST OF A CROSSROAD INTERSECTION,
 DS0742'0.05 MILE NORTH OF A DIRT ROAD AND IN OPEN RANGE LAND.
 DS0742'
 DS0742'STATION MARK, STAMPED CRATER S BASE 1952, IS A STANDARD DISK SET
 DS0742'IN THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT PROJECTS 4
 DS0742'INCHES AND IS 3.5 FEET EAST OF A WITNESS POST.
 DS0742'
 DS0742'REFERENCE MARK NUMBER 1, STAMPED CRATER S BASE 1952 NO 1, IS
 DS0742'A STANDARD DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE
 DS0742'POST THAT PROJECTS 5 INCHES AND IS AT THE SAME ELEVATION AS THE
 DS0742'STATION.
 DS0742'
 DS0742'REFERENCE MARK NUMBER 2, STAMPED CRATER S BASE 1952 NO 2, IS
 DS0742'A STANDARD DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST
 DS0742'THAT PROJECTS 8 INCHES AND IS AT THE SAME ELEVATION AS THE
 DS0742'STATION.
 DS0742'
 DS0742'AZIMUTH MARK, STAMPED CRATER S BASE 1952, IS A STANDARD DISK SET
 DS0742'IN THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT PROJECTS 6
 DS0742'INCHES.  IT IS 9.0 FEET SOUTHWEST OF THE CENTERLINE OF THE BLACKTOP
 DS0742'ROAD, 2.0 FEET SOUTHWEST OF THE EDGE OF THE BLACKTOP ROAD AND
 DS0742'1.5 FEET EAST OF A WITNESS POST.
 DS0742'
 DS0742'TO REACH THE AZIMUTH MARK FROM THE DIRT ROAD JUST SOUTH OF THE
 DS0742'STATION, GO NORTHEAST FOR 1.3 MILES TO THE CROSSROAD.  TURN LEFT
 DS0742'AND GO 2.15 MILES TO THE AZIMUTH MARK ON THE LEFT.
 DS0742'
 DS0742'THE STATION IS REACHED AS FOLLOWS--FROM THE U.S. POST OFFICE IN
 DS0742'CARRIZOZO, GO SOUTH AND NORTHWEST ON MOCKING BIRD GAP ROAD FOR
 DS0742'30.2 MILES TO A CROSSROAD INTERSECTION.  TURN LEFT AND GO SOUTHWEST
 DS0742'ON A DIRT ROAD FOR 1.3 MILES TO A DIM TRACK ROAD ON THE RIGHT.
 DS0742'TURN RIGHT AND GO 0.05 MILE TO THE STATION.
 DS0742
 DS0742                          STATION RECOVERY (1957)
 DS0742
 DS0742'RECOVERY NOTE BY US DEPARTMENT OF INTERIOR 1957
 DS0742'THE AZIMUTH MARK WAS FOUND DAMAGED AND MOVED FROM IT ORIGINAL
 DS0742'POSITION BY ROAD CONSTRUCTION.
 DS0742'
 DS0742'AZIMUTH MARK DISK STAMPED CRATER S BASE 1952 RECEIVED 1/6/58.
 DS0742
 DS0742                          STATION RECOVERY (1966)
 DS0742
 DS0742'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JWC)
 DS0742'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN
 DS0742'GOOD CONDITION.  THE AZIMUTH MARK WAS SEARCHED FOR AND NOT FOUND.
 DS0742'BENCH MARK U 235 WAS USED FOR AN AZIMUTH MARK.  DUE TO ROAD
 DS0742'CHANGES A NEW COMPLETE DESCRIPTION FOLLOWS.
 DS0742'
 DS0742'THE STATION IS ABOUT 18-1/4 MLES SOUTH-SOUTHEAST OF THE STALLION
 DS0742'RANGE CENTER AND 13-3/4 MILES SOUTHWEST OF NORTH OSCURA RANGE
 DS0742'CENTER, ON THE WHITE SANDS MISSILE RANGE.
 DS0742'
 DS0742'TO REACH THE STATION FROM THE POST OFFICE IN THREE RIVERS, GO
 DS0742'NORTH ON U.S. HIGHWAY 54 FOR 11.2 MILES TO A GRAVELED SIDE ROAD
 DS0742'LEFT AT THE SETTLEMENT OF OSCURO.  TURN LEFT AND GO WESTERLY
 DS0742'ON MAIN TRAVELED ROAD FOR 6.3 MILES TO A LOCKED GATE.  PASS
 DS0742'THROUGH GATE AND CONTINUE WEST FOR 0.85 MILE TO A GUARD SHACK
 DS0742'ON THE RIGHT.  CONTINUE WESTERLY ON THE MAIN TRAVELED ROAD FOR
 DS0742'16.4 MILES TO A T-ROAD JUNCTION.  BEAR RIGHT AND GO NORTHERLY
 DS0742'ON PAVED ROAD FOR 6.85 MILES TO A GRAVELED CROSSROAD.  TURN
 DS0742'LEFT AND GO WEST-SOUTHWEST ON GRAVELED ROAD FOR 0.8 MILE TO
 DS0742'BENCH MARK U 235 ON THE RIGHT.  CONTINUE WEST ON GRAVELED ROAD
 DS0742'FOR 0.5 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO
 DS0742'NORTH FOR 0.05 MILE TO THE STATION.
 DS0742'
 DS0742'STATION MARK IS A STANDARD DISK, STAMPED CRATER S BASE 1952,
 DS0742'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST, THAT PROJECTS
 DS0742'8 INCHES ABOVE THE GROUND.  IT IS 14.5 FEET NORTH OF A 5 FOOT
 DS0742'HIGH WOODEN POST, 3 FEET SOUTH OF A WOODEN WITNESS POST AND 1
 DS0742'FOOT NORTH OF A METAL WITNESS POST.
 DS0742'
 DS0742'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CRATER S BASE NO 1
 DS0742'1952, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST, THAT
 DS0742'PROJECTS 6 INCHES ABOVE THE GROUND.  IT IS ABOUT THE SAME ELEVATION
 DS0742'AS THE STATION.
 DS0742'
 DS0742'RFERENCE MARK 2 IS A STANDARD DISK, STAMPED CRATER S BASE NO 2
 DS0742'1952, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST, THAT
 DS0742'PROJECTS 12 INCHES ABOVE THE GROUND.  IT IS 300 FEET NORTH OF THE
 DS0742'CENTERLINE OF A GRAVELED ROAD AND ABOUT THE SAME ELEVATION AS
 DS0742'THE STATION.
 DS0742'
 DS0742'BENCH MARK U 235, IS A STANDARD DISK, STAMPED U 235 1952, SET
 DS0742'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST, THAT PROJECTS 2
 DS0742'INCHES ABOVE THE GROUND.  IT IS 53 FEET NORTH OF THE CENTERLINE
 DS0742'OF A GRAVELED ROAD, 3 FEET EAST OF A WOODEN WITNESS POST AND 1
 DS0742'FOOT NORTH OF A METAL WITNESS POST.
 DS0742'
 DS0742'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--22-1/2 MILES
 DS0742'SOUTH-SOUTHWEST OF BINGHAM
 DS0742
 DS0742                          STATION RECOVERY (1966)
 DS0742
 DS0742'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (CND)
 DS0742'THE STATION MARK, STAMPED CRATER S BASE 1952, IS ABOUT 16.8 MILES
 DS0742'SOUTHEAST ALONG WHITE SANDS MISSILE RANGE ROUTE 7 FROM THE
 DS0742'HEADQUARTERS BUILDING AT STALLION RANGE CENTER, THENCE 1.25
 DS0742'MILES SOUTHWEST ALONG WHITE SANDS MISSILE RANGE ROUTE 13, IN
 DS0742'S 26, T 8 S, R 4 E, 353 FEET NORTHWEST OF THE CENTER LINE OF THE
 DS0742'ROAD, 3 FEET EAST OF A WOODEN WITNESS POST, 1 FOOT NORTWEST OF A
 DS0742'METAL WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST
 DS0742'PROJECTING 6 INCHES.
 DS0742'
 DS0742'R.M. 1, STAMPED CRATER S BASE NO 1 1952, IS 81 FEET NORTH OF THE
 DS0742'STATION MARK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 DS0742'4 INCHES.
 DS0742'
 DS0742'R.M. 2, STAMPED CRATER S BASE NO 2 1952, IS 94 FEET EAST OF THE
 DS0742'STATION MARK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 8
 DS0742'INCHES.
 DS0742
 DS0742                          STATION RECOVERY (1966)
 DS0742
 DS0742'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 DS0742'18.05 MI SE FROM STALLION RANGE CENTER.
 DS0742'ABOUT 16.8 MILES SOUTHEAST ALONG WHITE SANDS MISSILE RANGE ROUTE 7
 DS0742'FROM THE HEADQUARTERS BUILDING AT STALLION RANGE CENTER, THENCE 1.25
 DS0742'MILE SOUTHWEST ALONG WHITE SANDS MISSILE RANGE ROUTE 13, IN S 26, T 8
 DS0742'S, R 4 E, 353 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 94 FEET
 DS0742'WEST OF CRATER S BASE R.M. 2, 81 FEET SOUTH OF CRATER S BASE R.M. 1, 3
 DS0742'FEET EAST OF A WOODEN WITNESS POST, 1 FOOT NORTHWEST OF A METAL
 DS0742'WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 DS0742'INCHES.
 DS0742
 DS0742                          STATION RECOVERY (1968)
 DS0742
 DS0742'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JBJ)
 DS0742'THE STATION MARK, REFERENCE MARKS 1, 2 AND BENCH MARK U 235 WERE
 DS0742'RECOVERED AS DESCRIBED BY J.W. CARPENTER IN 1967.
 DS0742
 DS0742                          STATION RECOVERY (1969)
 DS0742
 DS0742'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LGB)
 DS0742'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AND
 DS0742'FOUND TO BE IN GOOD CONDITION.  THE AZIMUTH MARK HAS BEEN DESTROYED
 DS0742'BY ROAD CONSTRUCTION.  THE DISTANCE AND THE DIRECTION TO THE
 DS0742'REFERENCE MARKS COMPARED FAVORABLY WITH THE 1952 DATA.  NO
 DS0742'AZIMUTH MARK WAS ESTABLISHED AT THIS TIME.
 DS0742'
 DS0742'THE TO REACH IS ADEQUATE.
 DS0742'
 DS0742'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--18 MILES SOUTH
 DS0742'OF STALION RANGE CENTER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0741 ***********************************************************************
 DS0741  DESIGNATION -  CRATER SOUTH BASE RM 1
 DS0741  PID         -  DS0741
 DS0741  STATE/COUNTY-  NM/SOCORRO
 DS0741  USGS QUAD   -  FOSTER WELL (1981)
 DS0741
 DS0741                         *CURRENT SURVEY CONTROL
 DS0741  ___________________________________________________________________
 DS0741* NAD 83(1986)-  33 35 10.     (N)    106 30 19.     (W)     SCALED    
 DS0741* NAVD 88     -      1465.879  (meters)    4809.30   (feet)  ADJUSTED  
 DS0741  ___________________________________________________________________
 DS0741  GEOID HEIGHT-         -22.20  (meters)                     GEOID03
 DS0741  DYNAMIC HT  -        1463.761 (meters)    4802.36  (feet)  COMP
 DS0741  MODELED GRAV-     979,140.7   (mgal)                       NAVD 88
 DS0741
 DS0741  VERT ORDER  -  SECOND    CLASS 0
 DS0741
 DS0741.The horizontal coordinates were scaled from a topographic map and have
 DS0741.an estimated accuracy of +/- 6 seconds.
 DS0741
 DS0741.The orthometric height was determined by differential leveling
 DS0741.and adjusted by the National Geodetic Survey in June 1991..
 DS0741
 DS0741.The geoid height was determined by GEOID03.
 DS0741
 DS0741.The dynamic height is computed by dividing the NAVD 88
 DS0741.geopotential number by the normal gravity value computed on the
 DS0741.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0741.degrees latitude (g = 980.6199 gals.).
 DS0741
 DS0741.The modeled gravity was interpolated from observed gravity values.
 DS0741
 DS0741;                    North         East    Units  Estimated Accuracy
 DS0741;SPC NM C     -   286,780.      476,310.      MT  (+/- 180 meters Scaled)
 DS0741
 DS0741                          SUPERSEDED SURVEY CONTROL
 DS0741
 DS0741  NGVD 29 (??/??/92) 1465.202  (m)         4807.08   (f) ADJ UNCH    2 0
 DS0741
 DS0741.Superseded values are not recommended for survey control.
 DS0741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0741.See file dsdata.txt to determine how the superseded data were derived.
 DS0741
 DS0741_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT603172(NAD 83)
 DS0741_MARKER: DR = REFERENCE MARK DISK
 DS0741_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0741_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0741_STAMPING: CRATER S BASE NO 1 1952
 DS0741_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0741+STABILITY: SURFACE MOTION
 DS0741
 DS0741  HISTORY     - Date     Condition        Report By
 DS0741  HISTORY     - 1952     MONUMENTED       CGS
 DS0741  HISTORY     - 1966     GOOD             NGS
 DS0741
 DS0741                          STATION DESCRIPTION
 DS0741
 DS0741'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 DS0741'18.05 MI SE FROM STALLION RANGE CENTER.
 DS0741'ABOUT 16.8 MILES SOUTHEAST ALONG WHITE SANDS MISSILE RANGE ROUTE 7
 DS0741'FROM THE HEADQUARTERS BUILDING AT STALLION RANGE CENTER, THENCE 1.25
 DS0741'MILES SOUTHWEST ALONG WHITE SANDS MISSILE RANGE ROUTE 13, IN S 26, T 8
 DS0741'S, R 4 E, 81 FEET NORTH OF CRATER S BASE 1952, AND SET IN THE TOP OF A
 DS0741'CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0743 ***********************************************************************
 DS0743  DESIGNATION -  CRATER SOUTH BASE RM 2
 DS0743  PID         -  DS0743
 DS0743  STATE/COUNTY-  NM/SOCORRO
 DS0743  USGS QUAD   -  FOSTER WELL (1981)
 DS0743
 DS0743                         *CURRENT SURVEY CONTROL
 DS0743  ___________________________________________________________________
 DS0743* NAD 83(1986)-  33 35 11.     (N)    106 30 19.     (W)     SCALED    
 DS0743* NAVD 88     -      1466.426  (meters)    4811.10   (feet)  ADJUSTED  
 DS0743  ___________________________________________________________________
 DS0743  GEOID HEIGHT-         -22.20  (meters)                     GEOID03
 DS0743  DYNAMIC HT  -        1464.306 (meters)    4804.14  (feet)  COMP
 DS0743  MODELED GRAV-     979,140.6   (mgal)                       NAVD 88
 DS0743
 DS0743  VERT ORDER  -  SECOND    CLASS 0
 DS0743
 DS0743.The horizontal coordinates were scaled from a topographic map and have
 DS0743.an estimated accuracy of +/- 6 seconds.
 DS0743
 DS0743.The orthometric height was determined by differential leveling
 DS0743.and adjusted by the National Geodetic Survey in June 1991..
 DS0743
 DS0743.The geoid height was determined by GEOID03.
 DS0743
 DS0743.The dynamic height is computed by dividing the NAVD 88
 DS0743.geopotential number by the normal gravity value computed on the
 DS0743.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0743.degrees latitude (g = 980.6199 gals.).
 DS0743
 DS0743.The modeled gravity was interpolated from observed gravity values.
 DS0743
 DS0743;                    North         East    Units  Estimated Accuracy
 DS0743;SPC NM C     -   286,810.      476,310.      MT  (+/- 180 meters Scaled)
 DS0743
 DS0743                          SUPERSEDED SURVEY CONTROL
 DS0743
 DS0743  NGVD 29 (??/??/92) 1465.748  (m)         4808.87   (f) ADJ UNCH    2 0
 DS0743
 DS0743.Superseded values are not recommended for survey control.
 DS0743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0743.See file dsdata.txt to determine how the superseded data were derived.
 DS0743
 DS0743_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT603173(NAD 83)
 DS0743_MARKER: DB = BENCH MARK DISK
 DS0743_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0743_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0743_STAMPING: CRATER S BASE NO 2 1952
 DS0743_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0743+STABILITY: SURFACE MOTION
 DS0743
 DS0743  HISTORY     - Date     Condition        Report By
 DS0743  HISTORY     - 1952     MONUMENTED       CGS
 DS0743  HISTORY     - 1966     GOOD             NGS
 DS0743
 DS0743                          STATION DESCRIPTION
 DS0743
 DS0743'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 DS0743'18.05 MI SE FROM STALLION RANGE CENTER.
 DS0743'ABOUT 16.8 MILES SOUTHEAST ALONG WHITE SANDS MISSILE RANGE ROUTE 7
 DS0743'FROM THE HEADQUARTERS BUILDING AT STALLION RANGE CENTER, THENCE 1.25
 DS0743'MILES SOUTHWEST ALONG WHITE SANDS MISSILE RANGE ROUTE 13, IN S 26, T 8
 DS0743'S, R 4 E, 94 FEET EAST OF CRATER S BASE 1952, AND SET IN THE TOP OF A
 DS0743'CONCRETE POST PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0774 ***********************************************************************
 DQ0774  DESIGNATION -  CREAK
 DQ0774  PID         -  DQ0774
 DQ0774  STATE/COUNTY-  NM/LEA
 DQ0774  USGS QUAD   -  PRAIRIEVIEW NE (1981)
 DQ0774
 DQ0774                         *CURRENT SURVEY CONTROL
 DQ0774  ___________________________________________________________________
 DQ0774* NAD 83(1992)-  33 07 51.36047(N)    103 06 03.98837(W)     ADJUSTED  
 DQ0774* NAVD 88     -      1164.0    (meters)    3819.     (feet)  VERTCON   
 DQ0774  ___________________________________________________________________
 DQ0774  LAPLACE CORR-          -0.66  (seconds)                    DEFLEC99
 DQ0774  GEOID HEIGHT-         -21.82  (meters)                     GEOID03
 DQ0774
 DQ0774  HORZ ORDER  -  FIRST
 DQ0774
 DQ0774.The horizontal coordinates were established by classical geodetic methods
 DQ0774.and adjusted by the National Geodetic Survey in February 1996..
 DQ0774
 DQ0774.The NAVD 88 height was computed by applying the VERTCON shift value to
 DQ0774.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DQ0774
 DQ0774.The Laplace correction was computed from DEFLEC99 derived deflections.
 DQ0774
 DQ0774.The geoid height was determined by GEOID03.
 DQ0774
 DQ0774;                    North         East     Units Scale Factor Converg.
 DQ0774;SPC NM E     -   236,949.309   279,978.184   MT  1.00007204   +0 40 24.8
 DQ0774;SPC NM E     -   777,391.19    918,561.76   sFT  1.00007204   +0 40 24.8
 DQ0774;SPC TXNC     - 2,171,771.919   170,839.425   MT  0.99987358   -2 30 33.9
 DQ0774;SPC TXNC     - 7,125,221.70    560,495.68   sFT  0.99987358   -2 30 33.9
 DQ0774;UTM  13      - 3,667,407.068   677,137.278   MT  0.99998688   +1 02 17.2
 DQ0774
 DQ0774!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ0774!SPC NM E     -   0.99982071  x   1.00007204  =   0.99989274
 DQ0774!SPC TXNC     -   0.99982071  x   0.99987358  =   0.99969431
 DQ0774!UTM  13      -   0.99982071  x   0.99998688  =   0.99980759
 DQ0774
 DQ0774|---------------------------------------------------------------------|
 DQ0774| PID    Reference Object                     Distance      Geod. Az  |
 DQ0774|                                                           dddmmss.s |
 DQ0774| CJ7009 CREAK RM 1                           36.954 METERS 15257     |
 DQ0774| CJ6114 CREAK RM 3                           90.215 METERS 26635     |
 DQ0774| CJ7010 CREAK RM 2                           32.373 METERS 27157     |
 DQ0774| CJ6115 CREAK RM 4                          105.113 METERS 30056     |
 DQ0774| CJ7008 CREAK AZ MK                                        3535322.1 |
 DQ0774|---------------------------------------------------------------------|
 DQ0774
 DQ0774                          SUPERSEDED SURVEY CONTROL
 DQ0774
 DQ0774  NAD 83(1992)-  33 07 51.36181(N)    103 06 03.98701(W) AD(       ) 1
 DQ0774  NAD 83(1986)-  33 07 51.36512(N)    103 06 03.98472(W) AD(       ) 1
 DQ0774  NAD 27      -  33 07 50.98900(N)    103 06 02.17500(W) AD(       ) 1
 DQ0774  NGVD 29 (07/19/86) 1163.6    (m)         3818.     (f) VERT ANG       
 DQ0774
 DQ0774.Superseded values are not recommended for survey control.
 DQ0774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0774.See file dsdata.txt to determine how the superseded data were derived.
 DQ0774
 DQ0774_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFS7713767407(NAD 83)
 DQ0774_MARKER: DS = TRIANGULATION STATION DISK
 DQ0774_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0774
 DQ0774  HISTORY     - Date     Condition        Report By
 DQ0774  HISTORY     - 1934     MONUMENTED       CGS
 DQ0774  HISTORY     - 1938     GOOD             CGS
 DQ0774  HISTORY     - 1963     GOOD             CGS
 DQ0774  HISTORY     - 1969     GOOD             CGS
 DQ0774
 DQ0774                          STATION DESCRIPTION
 DQ0774
 DQ0774'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 DQ0774'ABOUT 9 MILES SOUTH-SOUTHWEST OF BRONCE, TEX., POST OFFICE,
 DQ0774'IN OPEN PASTURE LAND ON THE HIGHEST GROUND IN THE IMMEDIATE
 DQ0774'VICINITY, 0.4 MILE NORTH-NORTHEAST OF SOME RANCH BUILDINGS,
 DQ0774'0.05 MILE EAST OF A NORTH-SOUTH FENCE, AND 3.0 MILES SOUTH OF
 DQ0774'SOME RED DUNES.  TO REACH FROM BRONCO POST OFFICE, GO SOUTH 1.0
 DQ0774'MILE ON U.S. HIGHWAY 62 TO WHERE THE HIGHWAY TURNS EAST,
 DQ0774'CONTINUE STRAIGHT AHEAD ON THE TEXAS-NEW MEXICO BOUNDARY ROAD
 DQ0774'7.0 MILES TO A SOUTHEAST FENCE CORNER, LEAVE THE ROAD, TURN
 DQ0774'RIGHT AND GO WEST ON A WELL-TRAVELED TRACK ROAD ALONG THE
 DQ0774'SOUTH SIDE OF A FENCE 1.8 MILES, AT A ROCKY PLACE IN THE
 DQ0774'ROAD, LEAVE THE ROAD AND GO SOUTH ON A WELL-WORN TRAIL
 DQ0774'0.7 MILE, LEAVE THE TRAIL AND GO WEST 0.25 MILE ACROSS COUNTRY
 DQ0774'TO THE HIGHEST GROUND AND STATION.  THE SURFACE, UNDERGROUND,
 DQ0774'REFERENCE AND AZIMUTH MARKS ARE STANDARD DISKS SET IN
 DQ0774'CONCRETE.  REFERENCE
 DQ0774'MARK NO. 1 IS 121.24 FEET FROM STATION S 27 DEG 03 MIN E,
 DQ0774'AND NO. 2 IS 106.21 FEET FROM STATION N 88 DEG 03 MIN W.
 DQ0774'THE AZIMUTH MARK IS 1-FOOT EAST OF A
 DQ0774'NORTH-SOUTH FENCE, AND 0.4 MILE FROM STATION.
 DQ0774
 DQ0774                          STATION RECOVERY (1963)
 DQ0774
 DQ0774'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CKP)
 DQ0774'THE STATION, REFERENCE MARKS 1 AN 2 WERE RECOVERED IN GOOD
 DQ0774'CONDITION.  THE STATION MARK AND REFERENCE MARK 1 WERE STAMPED
 DQ0774'1937 AND LOOKED AS THOUGH THEY HAD TRIED TO CHANGE THEM TO 1934.
 DQ0774'REFERENCE MARK 2 WAS STAMPED 1937.  THIS PARTY CHANGED THEN ALL
 DQ0774'TO 1934.  THE AZIMUTH MARK WAS SEARCHED FOR BUT NOT FOUND.
 DQ0774'A NEW DESCRIPTION TO REACH THE STATION FOLLOWS--
 DQ0774'
 DQ0774'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 337 AND 769 AT
 DQ0774'THE NEW MEXICO-TEXAS STATE LINE, ABOUT 11 MILES SOUTH OF
 DQ0774'BRONCO AND 19 MILES NORTHEAST OF LEVINGTON, GO NORTH ON HIGHWAY
 DQ0774'76 FOR 3.9 MILES TO A SIDE ROAD LEFT.  TURN LEFT AND GO WEST
 DQ0774'ON GRAVELED ROAD FOR 2.5 MILES TO A SIDE ROAD LEFT JUST
 DQ0774'BEFORE REACHING A CATTLE GUARD, TURN LEFT AND GO SOUTH FOR
 DQ0774'0.65 MILE TO THE STATION ON THE LEFT.
 DQ0774'
 DQ0774'ASTRO PARTY 621 VISITED THIS STATION.
 DQ0774'
 DQ0774'NOTE--THE STATION IS 250 FEET EAST OF THE ROAD.
 DQ0774
 DQ0774                          STATION RECOVERY (1969)
 DQ0774
 DQ0774'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 DQ0774'THE STATION MARK, REFERENCE MARK NO. 2 AND AZIMUTH MARK WERE
 DQ0774'RECOVERED AND FOUND TO BE IN GOOD CONDITION.  REFERENCE
 DQ0774'MARK NO. 1 WAS FOUND TO BE DESTROYED.  AT THE REQUEST OF LAND
 DQ0774'OWNER STATION MARKS WERE LOWERED AND REFERENCE MARK NO. 2 WAS
 DQ0774'DESTROYED TO CLEAR AREA FOR CULTIVATION.  TWO NEW REFERENCE MARKS
 DQ0774'WERE SET.  STATION MARKS WERE REMARKED IN THE PRECISE ORIGINAL
 DQ0774'POSITION.
 DQ0774'
 DQ0774'A COMPLETE DESCRIPTION FOLLOWS--STATION IS ABOUT 15 MILES WEST
 DQ0774'OF PLAINS, 9 MILES SOUTH OF BRONCO, 2-1/2 MILES WEST OF THE
 DQ0774'TEXAS-NEW MEXICO STATE LINE, IN A CULTIVATED AREA AND ON
 DQ0774'LAND OWNED BY MR. BRADY M. LOWE.
 DQ0774'
 DQ0774'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAY 82 AND FARM
 DQ0774'ROAD 769 AT THE TEXAS-NEW MEXICO STATE LINE, GO NORTH ON FARM
 DQ0774'ROAD 769 FOR 3.6 MILES TO A SIDE ROAD LEFT.  TURN LEFT, WEST,
 DQ0774'GO 2.4 MILES TO A FIELD ROAD ON LEFT.  TURN LEFT, SOUTH, GO
 DQ0774'0.15 MILE TO AZIMUTH MARK ON THE RIGHT.  CONTINUE SOUTH 0.5
 DQ0774'MILE TO STATION ON THE LEFT.
 DQ0774'
 DQ0774'STATION MARKS ARE STANDARD DISKS, STAMPED CREAK 1934 1969
 DQ0774'THE SURFACE DISK IS SET IN A 14 IN X 14 IN CONCRETE POST WHICH
 DQ0774'IS 24 INCHES BELOW THE SURFACE OF GROUND.  IT IS 192 FEET EAST
 DQ0774'OF A FIELD ROAD.  THE SUB-STATION MARK IS SET IN AN 8-INCH
 DQ0774'ROUND CONCRETE POST 54 INCHES BELOW THE SURFACE OF GROUND.
 DQ0774'
 DQ0774'REFERENCE MARK NO. 3, A STANDARD DISK, STAMPED CREAK 1934 NO 3
 DQ0774'1969, IS SET IN A 10 IN X 10 IN CONCRETE POST WHICH PROJECTS 3
 DQ0774'INCHES ABOVE SURFACE OF GROUND.  IT IS 105 FEET WEST OF THE
 DQ0774'CENTER OF FIELD ROAD AND 1 FOOT NORTHWEST OF A METAL WITNESS
 DQ0774'POST.
 DQ0774'
 DQ0774'REFERENCE MARK NO. 4, A STANDARD DISK, STAMPED CREAK 1934 NO 4
 DQ0774'1969, SET IN A 10 IN X 10 IN CONCRETE POST WHICH PROJECTS 5
 DQ0774'INCHES ABOVE GROUND.  IT IS 85 FEET WEST OF THE CENTER OF FIELD
 DQ0774'ROAD AND 1 FOOT SOUTHWEST OF A METAL WITNESS POST.
 DQ0774'
 DQ0774'AZIMUTH MARK, A STANDARD DISK, STAMPED CREAK 1937, IS SET IN A
 DQ0774'ROUND CONCRETE POST 10 INCHES IN DIAMETER AND FLUSH WITH
 DQ0774'SURFACE OF GROUND.  IT IS ABOUT 2 FEET ABOVE THE FIELD ROAD, 15
 DQ0774'FEET WEST OF THE CENTER LINE OF FIELD ROAD, 1 FOOT EAST OF A
 DQ0774'METAL WITNESS POST AND A FENCE LINE.
 DQ0774'
 DQ0774'NOTE--ELEVATION WAS DETERMINED ON STATION SURFACE MARK,
 DQ0774'REFERENCE MARKS NO. 3 AND NO. 4 FROM THE ORIGINAL STATION MARK.
 DQ0774'
 DQ0774'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--9 MILES
 DQ0774'SOUTH OF BRONCO, TEXAS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0560 ***********************************************************************
 GN0560  DESIGNATION -  CREST
 GN0560  PID         -  GN0560
 GN0560  STATE/COUNTY-  NM/SANDOVAL
 GN0560  USGS QUAD   -  TAYLOR RANCH (1963)
 GN0560
 GN0560                         *CURRENT SURVEY CONTROL
 GN0560  ___________________________________________________________________
 GN0560* NAD 83(1992)-  36 05 06.48026(N)    107 07 59.53102(W)     ADJUSTED  
 GN0560* NAVD 88     -      2308.0    (meters)    7572.     (feet)  VERTCON   
 GN0560  ___________________________________________________________________
 GN0560  LAPLACE CORR-           4.67  (seconds)                    DEFLEC99
 GN0560  GEOID HEIGHT-         -19.89  (meters)                     GEOID03
 GN0560
 GN0560  HORZ ORDER  -  SECOND
 GN0560
 GN0560.The horizontal coordinates were established by classical geodetic methods
 GN0560.and adjusted by the National Geodetic Survey in December 1993..
 GN0560
 GN0560.The NAVD 88 height was computed by applying the VERTCON shift value to
 GN0560.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GN0560
 GN0560.The Laplace correction was computed from DEFLEC99 derived deflections.
 GN0560
 GN0560.The geoid height was determined by GEOID03.
 GN0560
 GN0560;                    North         East     Units Scale Factor Converg.
 GN0560;SPC NM C     -   564,319.424   420,459.813   MT  0.99997793   -0 31 12.8
 GN0560;SPC NM C     - 1,851,437.98  1,379,458.57   sFT  0.99997793   -0 31 12.8
 GN0560;UTM  13      - 3,995,497.530   307,932.627   MT  1.00005456   -1 15 24.5
 GN0560
 GN0560!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GN0560!SPC NM C     -   0.99964101  x   0.99997793  =   0.99961895
 GN0560!UTM  13      -   0.99964101  x   1.00005456  =   0.99969555
 GN0560
 GN0560|---------------------------------------------------------------------|
 GN0560| PID    Reference Object                     Distance      Geod. Az  |
 GN0560|                                                           dddmmss.s |
 GN0560| CD3322 CREST RM 1                            6.995 METERS 06925     |
 GN0560| CD3323 CREST RM 2                            7.665 METERS 15708     |
 GN0560| GN0559 LARGO                               APPROX. 6.3 KM 2503701.9 |
 GN0560|---------------------------------------------------------------------|
 GN0560
 GN0560                          SUPERSEDED SURVEY CONTROL
 GN0560
 GN0560  NAD 83(1986)-  36 05 06.48059(N)    107 07 59.53571(W) AD(       ) 2
 GN0560  NAD 27      -  36 05 06.42770(N)    107 07 57.38960(W) AD(       ) 2
 GN0560  NGVD 29 (07/19/86) 2306.9    (m)         7569.     (f) VERT ANG       
 GN0560
 GN0560.Superseded values are not recommended for survey control.
 GN0560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0560.See file dsdata.txt to determine how the superseded data were derived.
 GN0560
 GN0560_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV0793395498(NAD 83)
 GN0560_MARKER: DS = TRIANGULATION STATION DISK
 GN0560_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GN0560
 GN0560  HISTORY     - Date     Condition        Report By
 GN0560  HISTORY     - 1958     MONUMENTED       CGS
 GN0560  HISTORY     - 1971     GOOD             NMHD
 GN0560  HISTORY     - 1971     GOOD             NGS
 GN0560
 GN0560                          STATION DESCRIPTION
 GN0560
 GN0560'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RLE)
 GN0560'THE STATION IS LOCATED ABOUT 10 MILES WEST-NORTHWEST OF CUBA,
 GN0560'3/4 MILE NORTH OF A POINT WHERE STATE HIGHWAY 44 CROSSES OVER
 GN0560'THE CONTINENTAL DIVIDE AND ON THE SUMMIT OF A SANDROCK AND
 GN0560'CLAY BUTTE WHICH IS COVERED BY PINON AND SCRUB CEDAR TREES.
 GN0560'IT IS 56 FEET WEST OF A TRIANGULAR BLAZED PINON TREE, 20 FEET
 GN0560'SOUTH OF THE NORTH EDGE OF RIDGE AND SET ON THE HIGHEST POINT
 GN0560'OF RIDGE EXCEPT FOR A SMALL OUTCROPPING OF BEDROCK.  THE MARK
 GN0560'PROJECTS 2 INCHES ABOVE THE SURFACE OF THE GROUND AND IS
 GN0560'STAMPED CREST 1958.
 GN0560'
 GN0560'REFERENCE MARK NO. 1 IS 21 FEET WEST OF A SCRUB CEDAR TREE,
 GN0560'12 FEET SOUTH OF THE NORTH EDGE OF RIDGE AND ABOUT 1 FOOT
 GN0560'LOWER THAN THE STATION.  THE MARK PROJECTS 3 INCHES ABOVE
 GN0560'THE SURFACE OF THE GROUND AND IS STAMPED CREST NO 1 1958.
 GN0560'
 GN0560'REFERENCE MARK NO. 2 IS 12 FEET EAST OF THE WEST EDGE OF RIDGE
 GN0560'AND ABOUT THE SAME ELEVATION AS THE STATION.  THE MARK PROJECTS
 GN0560'3 INCHES ABOVE THE SURFACE OF THE GROUND AND IS STAMPED CREST
 GN0560'NO 2 1958.
 GN0560'
 GN0560'STATION LARGO WAS USED AS THE AZIMUTH.
 GN0560'
 GN0560'TO REACH FROM THE POST OFFICE IN CUBA, GO NORTH AND WEST ON
 GN0560'STATE HIGHWAY 44 FOR 3.5 MILES TO THE JUNCTION OF STATE HIGHWAY
 GN0560'96 AND STATE HIGHWAY 44, CONTINUE ON STATE HIGHWAY 44 FOR
 GN0560'8.8 MILES TO A TRACK ROAD RIGHT WHICH IS ABOUT 75 YARDS TO THE
 GN0560'EAST OF THE CONTINENTAL DIVIDE SIGN, TURN RIGHT AND GO NORTH
 GN0560'ON THE TRACK ROAD FOR 0.15 MILE TO A FORK, KEEP LEFT FORK
 GN0560'AND GO 0.2 MILE TO A LEVELED AREA AND A DIRT MOUND, KEEP
 GN0560'RIGHT OF THE DIRT MOUND AND FOLLOW DIM TRACK ROAD NORTHERLY
 GN0560'FOR 0.45 MILE TO THE HIGHEST POINT AND STATION AS DESCRIBED.
 GN0560'
 GN0560'HEIGHT OF LIGHT ABOVE STATION MARK 1.4 METERS.
 GN0560
 GN0560                          STATION RECOVERY (1971)
 GN0560
 GN0560'RECOVERY NOTE BY NM HIGHWAY DEPT 1971
 GN0560'CREST 1958-GOOD
 GN0560
 GN0560                          STATION RECOVERY (1971)
 GN0560
 GN0560'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (RGL)
 GN0560'THE STATION WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD
 GN0560'CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS1374 ***********************************************************************
 DS1374  DESIGNATION -  CRIS
 DS1374  PID         -  DS1374
 DS1374  STATE/COUNTY-  NM/SIERRA
 DS1374  USGS QUAD   -  LAVA (1980)
 DS1374
 DS1374                         *CURRENT SURVEY CONTROL
 DS1374  ___________________________________________________________________
 DS1374* NAD 83(1992)-  33 28 12.27242(N)    107 05 56.43566(W)     ADJUSTED  
 DS1374* NAVD 88     -      1831.     (meters)    6007.     (feet)  VERTCON   
 DS1374  ___________________________________________________________________
 DS1374  LAPLACE CORR-           1.76  (seconds)                    DEFLEC99
 DS1374  GEOID HEIGHT-         -22.98  (meters)                     GEOID03
 DS1374
 DS1374  HORZ ORDER  -  SECOND
 DS1374
 DS1374.The horizontal coordinates were established by classical geodetic methods
 DS1374.and adjusted by the National Geodetic Survey in December 1993..
 DS1374
 DS1374.The NAVD 88 height was computed by applying the VERTCON shift value to
 DS1374.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DS1374
 DS1374.The Laplace correction was computed from DEFLEC99 derived deflections.
 DS1374
 DS1374.The geoid height was determined by GEOID03.
 DS1374
 DS1374;                    North         East     Units Scale Factor Converg.
 DS1374;SPC NM W     -   274,127.577   898,253.719   MT  0.99997408   +0 24 18.0
 DS1374;SPC NM W     -   899,366.89  2,947,020.74   sFT  0.99997408   +0 24 18.0
 DS1374;SPC NM C     -   274,204.244   421,087.457   MT  0.99997675   -0 28 05.7
 DS1374;SPC NM C     -   899,618.42  1,381,517.77   sFT  0.99997675   -0 28 05.7
 DS1374;UTM  13      - 3,705,372.496   304,948.395   MT  1.00006907   -1 09 28.7
 DS1374
 DS1374!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS1374!SPC NM W     -   0.99971628  x   0.99997408  =   0.99969037
 DS1374!SPC NM C     -   0.99971628  x   0.99997675  =   0.99969304
 DS1374!UTM  13      -   0.99971628  x   1.00006907  =   0.99978533
 DS1374
 DS1374:                Primary Azimuth Mark                     Grid Az
 DS1374:SPC NM W     -  CRIS AZ MK                               081 15 04.9
 DS1374:SPC NM C     -  CRIS AZ MK                               082 07 28.6
 DS1374:UTM  13      -  CRIS AZ MK                               082 48 51.6
 DS1374
 DS1374|---------------------------------------------------------------------|
 DS1374| PID    Reference Object                     Distance      Geod. Az  |
 DS1374|                                                           dddmmss.s |
 DS1374| CD2738 CRIS AZ MK                                         0813922.9 |
 DS1374| CD2739 CRIS RM 1                             6.236 METERS 13400     |
 DS1374| CD2740 CRIS RM 2                             6.510 METERS 19359     |
 DS1374|---------------------------------------------------------------------|
 DS1374
 DS1374                          SUPERSEDED SURVEY CONTROL
 DS1374
 DS1374  NAD 83(1986)-  33 28 12.28018(N)    107 05 56.43861(W) AD(       ) 2
 DS1374  NAD 27      -  33 28 12.02742(N)    107 05 54.33109(W) AD(       ) 2
 DS1374  NGVD 29 (07/19/86) 1830.     (m)         6004.     (f) VERT ANG       
 DS1374
 DS1374.Superseded values are not recommended for survey control.
 DS1374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS1374.See file dsdata.txt to determine how the superseded data were derived.
 DS1374
 DS1374_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT0494805372(NAD 83)
 DS1374_MARKER: DS = TRIANGULATION STATION DISK
 DS1374_SETTING: 80 = SET IN A BOULDER
 DS1374_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 DS1374
 DS1374  HISTORY     - Date     Condition        Report By
 DS1374  HISTORY     - 1954     MONUMENTED       CGS
 DS1374
 DS1374                          STATION DESCRIPTION
 DS1374
 DS1374'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (WRH)
 DS1374'THE STATION IS LOCATED AIRLINE, ABOUT 7 MILES SOUTHEAST OF
 DS1374'U.S. HIGHWAY 85 AND ABOUT 34 MILES SOUTH-SOUTHWEST OF SAN
 DS1374'ANTONIO ON THE HIGHEST ONE OF TWO BARE TOPPED PEAKS.
 DS1374'
 DS1374'THE STATION IS A STANDARD DISK STAMPED CRIS 1954 SET IN A DRILL
 DS1374'HOLE IN A 2-BY-2-FOOT BOULDER WHICH PROJECTS ABOUT 6 INCHES
 DS1374'ABOVE THE GROUND.  IT IS ABOUT 20 FEET WEST-NORTHWEST OF THE
 DS1374'HIGHEST POINT OF THE PEAK.
 DS1374'
 DS1374'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED CRIS
 DS1374'NO 1 1954 SET IN A DRILL HOLE IN A 3-BY-3-FOOT BOULDER WHICH
 DS1374'IS ABOUT FLUSH WITH THE GROUND AND IS ABOUT 2 FEET HIGHER
 DS1374'THAN THE STATION.
 DS1374'
 DS1374'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED CRIS NO
 DS1374'2 1954 SET IN A DRILL HOLE IN A 2-BY-2-FOOT BOULDER WHICH
 DS1374'IS ABOUT FLUSH WITH THE GROUND AND IS ABOUT THE SAME ELEVATION
 DS1374'AS THE STATION.
 DS1374'
 DS1374'THE AZIMUTH MARK IS A STANDARD DISK STAMPED CRIS 1954 SET
 DS1374'IN A DRILL HOLE IN THE SOUTHEAST CORNER AND MIDDLE ONE OF THREE
 DS1374'CONCRETE WATERING TROUGHS.  EACH WATERING TROUGH IS ABOUT 4
 DS1374'FEET WIDE, 12 FEET LONG AND PROJECT ABOUT 1-1/2-FEET ABOVE
 DS1374'THE GROUND.
 DS1374'
 DS1374'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 85 AND
 DS1374'380 IN SAN ANTONIO, GO EAST ON U.S. HIGHWAY 380 FOR 1.5 MILES.
 DS1374'TURN RIGHT OFF THE HIGHWAY, CROSS OVER A CATTLE GUARD, AND GO
 DS1374'SOUTH ON A BLADED ROAD FOR 0.4 MILE TO A FORK WHICH IS JUST
 DS1374'BEFORE REACHING THE OLD ABANDONED SCHOOL HOUSE OF SAN PEDRO.
 DS1374'TAKE THE LEFT FORK AND FOLLOW THE MAIN TRAVELED ROAD SOUTHERLY
 DS1374'DISREGARDING ALL RIGHT HAND ROADS, PASSING THROUGH SEVERAL
 DS1374'WIRE GATES AND CATTLE GUARDS, FOR 18.0 MILES TO THE RUINS
 DS1374'OF AN OLD CHURCH ON THE RIGHT AT THE SOUTH EDGE OF THE
 DS1374'ABANDONED VILLAGE OF VAL VERDE.  TURN LEFT, EAST-SOUTHEASTERLY,
 DS1374'AND FOLLOW THE MAIN TRAVELED ROAD FOR 0.25 MILE.  PASS
 DS1374'THROUGH A BOARD GATE AND GO SOUTHEASTERLY FOR 2.2 MILES.
 DS1374'TAKE THE RIGHT FORK AND GO SOUTH AND SOUTHWESTERLY FOR 3.45
 DS1374'MILES TO A RANCH HOUSE.  PASS TO THE LEFT OF THE RANCH HOUSE
 DS1374'AND CONTINUE SOUTHWESTERLY FOR 2.1 MILES TO A POINT
 DS1374'WHERE THE ROAD TURNS LEFT, SOUTH, AND RUNS PARALLEL TO THE
 DS1374'RAILROAD TRACKS.  CONTINUE SOUTH ALONG THE EAST SIDE OF THE
 DS1374'RAILROAD TRACKS FOR 2.9 MILES TO A FORK AT A TELEPHONE LINE.
 DS1374'TAKE THE RIGHT FORK AND CONTINUE SOUTH FOR 4.35 MILES TO A
 DS1374'RAILROAD CROSSING.  CROSS OVER THE TRACKS AND CONTINUE
 DS1374'SOUTH-SOUTHWESTERLY ALONG THE WEST SIDE OF THE RAILROAD TRACKS
 DS1374'FOR 5.5 MILES.  TAKE THE RIGHT FORK AND GO 0.85 MILE TO A
 DS1374'REVERSEFORK AND AN EAST-WEST FENCE LINE.  LOOKING WEST
 DS1374'FROM THIS POINT ALONG THE FENCE LINE, THE STATION IS THE LEFT
 DS1374'ONE OF TWO PEAKS.  CONTINUE WEST ALONG THE NORTH SIDE OF
 DS1374'THE FENCE LINE FOR 2.0 MILES TO A RANCH HOUSE AND
 DS1374'CORRALS.  TURN LEFT, SOUTH, PASS THROUGH A RED BOARD GATE
 DS1374'WHICH IS JUST NORTHEAST OF THE NORTH ONE OF TWO WINDMILLS.
 DS1374'TURN RIGHT, WEST, PASS THROUGH ANOTHER BOARD GATE AND GO
 DS1374'ABOUT 50 FEET SOUTHWESTERLY TO THE MIDDLE ONE OF THREE CONCRETE
 DS1374'WATERING TROUGHS AND THE AZIMUTH MARK.  CONTINUE SOUTHWESTERLY
 DS1374'FOR ABOUT 50 FEET TO THE SOUTHWEST CORNER OF THE CORRAL.  PASS
 DS1374'THROUGH A BOARD GATE AND FOLLOW THE TRACK ROAD NORTH AND THEN
 DS1374'WESTERLY FOR 0.25 MILE TO A WASH.  TURN LEFT AND GO SOUTHWESTERLY
 DS1374'ALONG THE SOUTHEAST SIDE OF THE WASH FOR 0.5 MILE.  CROSS THE
 DS1374'WASH AND FOLLOW THE FAINT TRACK ROAD WESTERLY ALONG A RIDGE
 DS1374'FOR 1.1 MILES TO THE END OF TRUCK TRAVEL.  PACK WESTERLY
 DS1374'TO THE TOP OF THE LEFT ONE OF TWO PEAKS AND THE STATION.
 DS1374'THIS IS ABOUT AN HOUR AND A HALF PACK.  A FOUR WHEEL
 DS1374'DRIVE VEHICLE IS REQUIRED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0452 ***********************************************************************
 ER0452  DESIGNATION -  CROCKETT
 ER0452  PID         -  ER0452
 ER0452  STATE/COUNTY-  NM/CIBOLA
 ER0452  USGS QUAD   -  UPPER GALESTINA CANYON (1972)
 ER0452
 ER0452                         *CURRENT SURVEY CONTROL
 ER0452  ___________________________________________________________________
 ER0452* NAD 83(1992)-  34 53 32.10135(N)    108 38 26.17116(W)     ADJUSTED  
 ER0452* NAVD 88     -      2293.     (meters)    7523.     (feet)  SCALED    
 ER0452  ___________________________________________________________________
 ER0452  LAPLACE CORR-           5.01  (seconds)                    DEFLEC99
 ER0452  GEOID HEIGHT-         -21.58  (meters)                     GEOID03
 ER0452
 ER0452  HORZ ORDER  -  FIRST
 ER0452
 ER0452.The horizontal coordinates were established by classical geodetic methods
 ER0452.and adjusted by the National Geodetic Survey in December 1993..
 ER0452
 ER0452.The orthometric height was scaled from a topographic map.
 ER0452
 ER0452.The Laplace correction was computed from DEFLEC99 derived deflections.
 ER0452
 ER0452.The geoid height was determined by GEOID03.
 ER0452
 ER0452;                    North         East     Units Scale Factor Converg.
 ER0452;SPC NM W     -   431,926.262   756,214.646   MT  0.99998374   -0 27 42.5
 ER0452;SPC NM W     - 1,417,078.08  2,481,014.22   sFT  0.99998374   -0 27 42.5
 ER0452;UTM  12      - 3,863,634.353   715,601.949   MT  1.00017295   +1 21 00.6
 ER0452
 ER0452!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ER0452!SPC NM W     -   0.99964358  x   0.99998374  =   0.99962732
 ER0452!UTM  12      -   0.99964358  x   1.00017295  =   0.99981646
 ER0452
 ER0452:                Primary Azimuth Mark                     Grid Az
 ER0452:SPC NM W     -  CROCKETT AZ MK                           139 31 30.7
 ER0452:UTM  12      -  CROCKETT AZ MK                           137 42 47.6
 ER0452
 ER0452|---------------------------------------------------------------------|
 ER0452| PID    Reference Object                     Distance      Geod. Az  |
 ER0452|                                                           dddmmss.s |
 ER0452| CD2741 CROCKETT AZ MK                                     1390348.2 |
 ER0452| CD2742 CROCKETT RM 1                         4.310 METERS 15549     |
 ER0452| CD2743 CROCKETT RM 2                         8.150 METERS 29018     |
 ER0452|---------------------------------------------------------------------|
 ER0452
 ER0452                          SUPERSEDED SURVEY CONTROL
 ER0452
 ER0452  NAD 83(1992)-  34 53 32.10151(N)    108 38 26.17194(W) AD(       ) 1
 ER0452  NAD 83(1986)-  34 53 32.09911(N)    108 38 26.18005(W) AD(       ) 1
 ER0452  NAD 27      -  34 53 31.96097(N)    108 38 23.90261(W) AD(       ) 1
 ER0452
 ER0452.Superseded values are not recommended for survey control.
 ER0452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0452.See file dsdata.txt to determine how the superseded data were derived.
 ER0452
 ER0452_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYD1560263634(NAD 83)
 ER0452_MARKER: DS = TRIANGULATION STATION DISK
 ER0452_SETTING: 66 = SET IN ROCK OUTCROP
 ER0452
 ER0452  HISTORY     - Date     Condition        Report By
 ER0452  HISTORY     - 1936     MONUMENTED       CGS
 ER0452  HISTORY     - 1966     GOOD             CGS
 ER0452  HISTORY     - 1972     GOOD             USGS
 ER0452
 ER0452                          STATION DESCRIPTION
 ER0452
 ER0452'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 ER0452'ABOUT 11 MILES NORTH AND 3-1/2 MILES EAST OF ATARQUE, NEAR
 ER0452'THE WEST EDGE OF SEC. 28, T. 8 N., R. 17 W., AND ABOUT 3/4
 ER0452'MILE SOUTH OF THE ZUNI INDIAN RESERVATION FENCE LINE, AND
 ER0452'ON THE SOUTHWESTERNMOST POINT OF A PROMINENT, TIMBERED MESA
 ER0452'ON LAND OWNED BY MR. CROCKETT WHO LIVES ABOUT 1 MILE EAST OF
 ER0452'THE STATION.  THE STATION AND REFERENCE MARKS ARE STANDARD
 ER0452'BRONZE DISKS SET IN ROCK.
 ER0452'REFERENCE MARK NO. 1 IS 4.310 METERS (14.14 FEET) FROM THE
 ER0452'STATION S 24 DEG 11 MIN E AND NO. 2 IS 8.150 METERS
 ER0452'(26.74 FEET) FROM THE STATION N 69 DEG 42 MIN W.
 ER0452'THE AZIMUTH MARK, A STANDARD DISK SET IN A BOULDER.
 ER0452'ON A SMALL HILL WHICH LIES JUST
 ER0452'OFF THE MAIN-TRAVELED ROAD FROM CROCKETT RANCH, AND
 ER0452'ABOUT 0.3 MILE FROM STATION S 40 DEG 57 MIN E.
 ER0452
 ER0452                          STATION RECOVERY (1966)
 ER0452
 ER0452'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (HWK)
 ER0452'STATION WAS RECOVERED AND STATION MARK REFERENCE MARKS NO.
 ER0452'1 AND NO. 2 AND THE AZIMUTH WERE ALL FOUND IN GOOD CONDITION.
 ER0452'
 ER0452'TO REACH FROM THE POST OFFICE IN ZUNI GO EAST ON HIGHWAY
 ER0452'53 FOR 9.85 MILES AT THE JUNCTION OF HIGHWAYS 53 AND 32,
 ER0452'CONTINUE EAST ON HIGHWAY 53 FOR 0.45 MILE TO JUNCTION OF HIGHWAY
 ER0452'53 AND 32, TURN RIGHT AND GO SOUTH ON HIGHWAY 32 FOR 11.0
 ER0452'MILES TO THE MC KINLEY-VALENCIA COUNTY LINE, CONTINUE SOUTH
 ER0452'ON HIGHWAY 32 FOR 4.0 MILES AT THE ZUNI INDIAN RESERVATION
 ER0452'FENCE LINE, CONTINUE SOUTH ON HIGHWAY 32 FOR 0.75 MILE AT
 ER0452'A SIDE ROAD LEFT, TURN LEFT THROUGH GATE AND FOLLOW THE
 ER0452'TRACK ROAD EASTERLY FOR 1.05 AT FORKS, KEEP RIGHT FORK AND GO
 ER0452'0.8 MILE, TURN LEFT OFF ROAD AND GO NORTHERLY FOR 0.1 MILE
 ER0452'TO ETT. IN GRASSY DRAW.  FROM ETT PACK NORTHEAST TO THE TOP
 ER0452'OF BENCH THENCE BEAR RIGHT TO THE SOUTH POINT AND STATION.
 ER0452'THIS IS ABOUT A 20 MINUTE PACK.
 ER0452
 ER0452                          STATION RECOVERY (1972)
 ER0452
 ER0452'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972 (WCN)
 ER0452'TO REACH FROM THE INTERSECTION OF N.M. STATE HIGHWAYS 32 AND
 ER0452'53, WHICH IS ABOUT 10.0 MILES EAST OF ZUNI, NEW MEXICO, PROCEED
 ER0452'SOUTH ON N.M. STATE HWY 32 FOR 15.9 MILES TO A CROSS-ROAD,
 ER0452'(THERE IS A BEER TAVERN ON THE RIGHT), TURN LEFT FOLLOWING
 ER0452'TRACK ROAD FOR 1.8 MILES, AT THIS POINT TURN NE OFF OF
 ER0452'TRAVELED ROAD AND PROCEED NE ACROSS COUNTRY 0.1 MILE TO
 ER0452'FOOT OF MESA, FROM THIS POINT PACK EAST AND NORTH FOLLOWING
 ER0452'RIDGE TO TOP OF MESA ABOUT 200 YDS, THEN PACK EAST ALONG
 ER0452'TOP OF MESA ABOUT 125 YDS TO SMALL TOP AND STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0901 ***********************************************************************
 DR0901  DESIGNATION -  CROOK ET
 DR0901  PID         -  DR0901
 DR0901  STATE/COUNTY-  NM/CHAVES
 DR0901  USGS QUAD   -  INDIAN BLUFF (1989)
 DR0901
 DR0901                         *CURRENT SURVEY CONTROL
 DR0901  ___________________________________________________________________
 DR0901* NAD 83(1992)-  33 02 31.00529(N)    104 52 01.91550(W)     ADJUSTED  
 DR0901* NAVD 88     -      1383.     (meters)    4537.     (feet)  VERTCON   
 DR0901  ___________________________________________________________________
 DR0901  LAPLACE CORR-          -4.78  (seconds)                    DEFLEC99
 DR0901  GEOID HEIGHT-         -22.13  (meters)                     GEOID03
 DR0901
 DR0901  HORZ ORDER  -  THIRD
 DR0901
 DR0901.The horizontal coordinates were established by classical geodetic methods
 DR0901.and adjusted by the National Geodetic Survey in December 1993..
 DR0901
 DR0901.The NAVD 88 height was computed by applying the VERTCON shift value to
 DR0901.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DR0901
 DR0901.The Laplace correction was computed from DEFLEC99 derived deflections.
 DR0901
 DR0901.The geoid height was determined by GEOID03.
 DR0901
 DR0901;                    North         East     Units Scale Factor Converg.
 DR0901;SPC NM E     -   226,531.808   115,136.420   MT  0.99993974   -0 17 28.0
 DR0901;SPC NM E     -   743,213.11    377,743.40   sFT  0.99993974   -0 17 28.0
 DR0901;SPC NM C     -   227,253.002   629,158.247   MT  1.00010562   +0 45 14.7
 DR0901;SPC NM C     -   745,579.22  2,064,163.35   sFT  1.00010562   +0 45 14.7
 DR0901;UTM  13      - 3,655,944.923   512,399.870   MT  0.99960190   +0 04 20.7
 DR0901
 DR0901!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR0901!SPC NM E     -   0.99978645  x   0.99993974  =   0.99972621
 DR0901!SPC NM C     -   0.99978645  x   1.00010562  =   0.99989205
 DR0901!UTM  13      -   0.99978645  x   0.99960190  =   0.99938844
 DR0901
 DR0901:                Primary Azimuth Mark                     Grid Az
 DR0901:SPC NM E     -  LOPEZ                                    331 11 29.1
 DR0901:SPC NM C     -  LOPEZ                                    330 08 46.4
 DR0901:UTM  13      -  LOPEZ                                    330 49 40.4
 DR0901
 DR0901|---------------------------------------------------------------------|
 DR0901| PID    Reference Object                     Distance      Geod. Az  |
 DR0901|                                                           dddmmss.s |
 DR0901| DR0902 LOPEZ                               APPROX. 5.9 KM 3305401.1 |
 DR0901|---------------------------------------------------------------------|
 DR0901
 DR0901                          SUPERSEDED SURVEY CONTROL
 DR0901
 DR0901  NAD 83(1986)-  33 02 31.01099(N)    104 52 01.90803(W) AD(       ) 3
 DR0901  NAD 27      -  33 02 30.64207(N)    104 51 59.98257(W) AD(       ) 3
 DR0901  NGVD 29 (07/19/86) 1382.     (m)         4534.     (f) VERT ANG       
 DR0901
 DR0901.Superseded values are not recommended for survey control.
 DR0901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0901.See file dsdata.txt to determine how the superseded data were derived.
 DR0901
 DR0901_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES1240055945(NAD 83)
 DR0901_MARKER: DD = SURVEY DISK
 DR0901_SETTING: 66 = SET IN ROCK OUTCROP
 DR0901_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 DR0901_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DR0901+STABILITY: POSITION/ELEVATION WELL
 DR0901
 DR0901  HISTORY     - Date     Condition        Report By
 DR0901  HISTORY     - 1960     MONUMENTED       USGS
 DR0901
 DR0901                          STATION DESCRIPTION
 DR0901
 DR0901'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 DR0901'STATION IS LOCATED IN CHAVES COUNTY, NEW MEXICO, ABOUT 26 MI.
 DR0901'(AIRLINE) W. AND 25 MI. S. OF ROSWELL, NEW MEXICO, ABOUT 14 MI. W.
 DR0901'AND 15 MI. N. OF HOPE, NEW MEXICO, ON TOP OF A HIGH, BROAD HILL.
 DR0901'
 DR0901'TO REACH THE STATION FROM THE POST OFFICE AT ROSWELL, GO W. ONE BLOCK,
 DR0901'THEN S. TWO BLOCKS TO WEST SECOND STREET (U.S. HIGHWAY 380).  TURN
 DR0901'RIGHT FOR 1.0 MI. TO SUNSET AVENUE AND PROCEED LEFT (S.) FOR 5.0 MI.
 DR0901'TO THE N. SIDE OF WALKER AIR FORCE BASE.  FOLLOW RIGHT AROUND THE W.
 DR0901'SIDE OF THE BASE FOR 4.0 MI. TO A T-INTERSECTION WITH NEW MEXICO
 DR0901'HIGHWAY 13, AND THENCE SW. ON 13 FOR 20.8 MI.  TURN RIGHT AND CONTINUE
 DR0901'ON A GRADED RD. ACROSS RIO FELIX AND W. FOR 10.0 MI. TO A GROUP OF
 DR0901'RANCH BUILDINGS.  PROCEED S. THROUGH RANCH YARD AND GATE SE. OF HOUSE
 DR0901'ON THE MAIN TRACK RD. FOR 1.3 MI. AND GO RIGHT (STRAIGHT).  CONTINUE
 DR0901'FOR 1.2 MI., TAKE THE LEFT FORK FOR 0.4 MI. ACROSS CROOKED CANYON,
 DR0901'THEN RIGHT FOR 0.8 MI. TO A WINDMILL AND END OF RD.  PROCEED ACROSS
 DR0901'COUNTRY SW. ACROSS DRAW AND W. UP THE RIDGE FOR 1.7 MI. TO THE TOP OF
 DR0901'THE HILL AND THE STATION.
 DR0901'
 DR0901'STATION MARK--A STANDARD USGS TABLET CEMENTED IN A DRILL HOLE IN
 DR0901'BEDROCK, FLUSH WITH THE GROUND.  STAMPED ---CROOK ET 1960---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0831 ***********************************************************************
 CW0831  DESIGNATION -  CROOKED
 CW0831  PID         -  CW0831
 CW0831  STATE/COUNTY-  NM/OTERO
 CW0831  USGS QUAD   -  SOUTH TAYLOR TANK (1978)
 CW0831
 CW0831                         *CURRENT SURVEY CONTROL
 CW0831  ___________________________________________________________________
 CW0831* NAD 83(1992)-  32 30 48.38629(N)    104 55 44.48068(W)     ADJUSTED  
 CW0831* NAVD 88     -      1776.     (meters)    5827.     (feet)  SCALED    
 CW0831  ___________________________________________________________________
 CW0831  LAPLACE CORR-          -5.06  (seconds)                    DEFLEC99
 CW0831  GEOID HEIGHT-         -21.98  (meters)                     GEOID03
 CW0831
 CW0831  HORZ ORDER  -  SECOND
 CW0831
 CW0831.The horizontal coordinates were established by classical geodetic methods
 CW0831.and adjusted by the National Geodetic Survey in December 1993..
 CW0831
 CW0831.The orthometric height was scaled from a topographic map.
 CW0831
 CW0831.The Laplace correction was computed from DEFLEC99 derived deflections.
 CW0831
 CW0831.The geoid height was determined by GEOID03.
 CW0831
 CW0831;                    North         East     Units Scale Factor Converg.
 CW0831;SPC NM C     -   168,566.550   624,114.994   MT  1.00008990   +0 42 36.4
 CW0831;SPC NM C     -   553,038.76  2,047,617.28   sFT  1.00008990   +0 42 36.4
 CW0831;SPC NM E     -   167,955.346   109,032.057   MT  0.99994770   -0 19 12.7
 CW0831;SPC NM E     -   551,033.50    357,716.01   sFT  0.99994770   -0 19 12.7
 CW0831;UTM  13      - 3,597,351.246   506,666.585   MT  0.99960055   +0 02 17.3
 CW0831
 CW0831!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CW0831!SPC NM C     -   0.99972473  x   1.00008990  =   0.99981461
 CW0831!SPC NM E     -   0.99972473  x   0.99994770  =   0.99967244
 CW0831!UTM  13      -   0.99972473  x   0.99960055  =   0.99932539
 CW0831
 CW0831|---------------------------------------------------------------------|
 CW0831| PID    Reference Object                     Distance      Geod. Az  |
 CW0831|                                                           dddmmss.s |
 CW0831| CH8707 CROOKED RM 1                         10.460 METERS 01027     |
 CW0831| CH8708 CROOKED RM 2                         10.850 METERS 10029     |
 CW0831| CH8706 CROOKED AZ MK                                      2465109.4 |
 CW0831|---------------------------------------------------------------------|
 CW0831
 CW0831                          SUPERSEDED SURVEY CONTROL
 CW0831
 CW0831  NAD 83(1986)-  32 30 48.39107(N)    104 55 44.47830(W) AD(       ) 2
 CW0831  NAD 27      -  32 30 48.01200(N)    104 55 42.58100(W) AD(       ) 2
 CW0831
 CW0831.Superseded values are not recommended for survey control.
 CW0831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0831.See file dsdata.txt to determine how the superseded data were derived.
 CW0831
 CW0831_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SER0666797351(NAD 83)
 CW0831_MARKER: DS = TRIANGULATION STATION DISK
 CW0831_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CW0831_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CW0831
 CW0831  HISTORY     - Date     Condition        Report By
 CW0831  HISTORY     - 1944     MONUMENTED       CGS
 CW0831
 CW0831                          STATION DESCRIPTION
 CW0831
 CW0831'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (EHB)
 CW0831'STATION IS LOCATED 22 MILES AIRLINE SW OF HOPE AND 41 MILES
 CW0831'AIRLINE NW OF CARLSBAD.  ON THE HIGHEST POINT OF A ROUND-TOPPED
 CW0831'GRASS-COVERED HILL ABOUT 8.0 MILES NE OF THE L. PRUDE RANCH
 CW0831'IN SOUTH CROOKED CANYON.  HILL IS HIGHEST AND MOST S OF SEVERAL.
 CW0831'
 CW0831'STATION IS A BRONZE STATION DISK SET IN A CONCRETE CYLINDER
 CW0831'PROJECTING ABOUT 2 INCHES ABOVE THE GROUND.  STAMPED CROOKED
 CW0831'1943.
 CW0831'
 CW0831'REFERENCE MARK 1 IS E OF THE STATION.  A BRONZE REFERENCE
 CW0831'DISK SET IN A CONCRETE CYLINDER FLUSH WITH THE GROUND.  STAMPED
 CW0831'CROOKED NO 1 1943.
 CW0831'
 CW0831'REFERENCE MARK 2 IS ESE OF THE STATION.  A BRONZE REFERENCE
 CW0831'DISK SET IN A CONCRETE CYLINDER FLUSH WITH THE GROUND.  STAMPED
 CW0831'CROOKED NO 2 1943.
 CW0831'
 CW0831'AZIMUTH MARK IS 0.4 MILE WSW OF THE STATION, ON A SIDE HILL
 CW0831'24 FEET W OF THE CENTER LINE OF A TRACK ROAD, AND 4.5 FEET N OF
 CW0831'A 4- BY 4-INCH WOODEN MARKER POST.  A BRONZE REFERENCE DISK
 CW0831'SET IN ROCK OUTCROP FLUSH WITH THE GROUND.  STAMPED CROOKED
 CW0831'AZIMUTH 1944.
 CW0831'
 CW0831'TO REACH FROM THE POST OFFICE IN HOPE, GO W ON MAIN STREET
 CW0831'FOR 0.2 MILE TO THE JUNCTION OF A GRAVELED ROAD S NEAR A CHURCH.
 CW0831'TURN LEFT AND GO S ON MAIN ROAD FOR 7.1 MILES TO A STEEL
 CW0831'GATE.  PASS THROUGH GATE, THENCE RIGHT ON BLADED ROAD AND GO
 CW0831'S FOR 9.0 MILES TO A RANCHHOUSE.  PASS THROUGH YARD AND TWO
 CW0831'GATES AND CONTINUE SW ON BLADED ROAD FOR 6.7 MILES TO ROAD
 CW0831'FORKS.  TAKE LEFT FORK AND CONTINUE SW FOR 1.1 MILES TO FORKS
 CW0831'JUST W OF A GATE WITH 20-FOOT GATEPOSTS.  TAKE LEFT FORK AND
 CW0831'GO S FOR 1.7 MILES TO A GATE AND FORKS.  PASS THROUGH GATE,
 CW0831'TAKE RIGHT FORK AND CONTINUE STRAIGHT AHEAD ON TRACK ROAD
 CW0831'FOR 2.7 MILES TO TOP OF RIDGE.  HERE TURN SHARP LEFT
 CW0831'AND FOLLOW DIM TRACK ROAD E ALONG RIDGE FOR 1.4 MILES TO
 CW0831'HIGHEST POINT AND STATION.
 CW0831'
 CW0831'HEIGHT OF LIGHT ABOVE STATION MARK-1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0699 ***********************************************************************
 CE0699  DESIGNATION -  CROSSING
 CE0699  PID         -  CE0699
 CE0699  STATE/COUNTY-  NM/DONA ANA
 CE0699  USGS QUAD   -  LA UNION (1995)
 CE0699
 CE0699                         *CURRENT SURVEY CONTROL
 CE0699  ___________________________________________________________________
 CE0699* NAD 83(1992)-  31 52 40.75061(N)    106 44 43.95396(W)     ADJUSTED  
 CE0699* NAVD 88     -      1254.     (meters)    4114.     (feet)  SCALED    
 CE0699  ___________________________________________________________________
 CE0699  LAPLACE CORR-           1.03  (seconds)                    DEFLEC99
 CE0699  GEOID HEIGHT-         -24.19  (meters)                     GEOID03
 CE0699
 CE0699  HORZ ORDER  -  THIRD
 CE0699
 CE0699.The horizontal coordinates were established by classical geodetic methods
 CE0699.and adjusted by the National Geodetic Survey in December 1993..
 CE0699
 CE0699.The orthometric height was scaled from a topographic map.
 CE0699
 CE0699.The Laplace correction was computed from DEFLEC99 derived deflections.
 CE0699
 CE0699.The geoid height was determined by GEOID03.
 CE0699
 CE0699;                    North         East     Units Scale Factor Converg.
 CE0699;SPC NM C     -    97,445.866   453,117.132   MT  0.99992710   -0 15 42.1
 CE0699;SPC NM C     -   319,703.65  1,486,601.79   sFT  0.99992710   -0 15 42.1
 CE0699;UTM  13      - 3,528,239.980   334,894.810   MT  0.99993620   -0 55 19.4
 CE0699
 CE0699!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CE0699!SPC NM C     -   0.99980700  x   0.99992710  =   0.99973411
 CE0699!UTM  13      -   0.99980700  x   0.99993620  =   0.99974321
 CE0699
 CE0699:                Primary Azimuth Mark                     Grid Az
 CE0699:SPC NM C     -  MADA                                     359 17 07.7
 CE0699:UTM  13      -  MADA                                     359 56 45.0
 CE0699
 CE0699|---------------------------------------------------------------------|
 CE0699| PID    Reference Object                     Distance      Geod. Az  |
 CE0699|                                                           dddmmss.s |
 CE0699| CE0700 MADA                                APPROX. 7.2 KM 3590125.6 |
 CE0699|---------------------------------------------------------------------|
 CE0699
 CE0699                          SUPERSEDED SURVEY CONTROL
 CE0699
 CE0699  NAD 83(1986)-  31 52 40.75408(N)    106 44 43.95191(W) AD(       ) 3
 CE0699  NAD 27      -  31 52 40.37965(N)    106 44 41.96447(W) AD(       ) 3
 CE0699
 CE0699.Superseded values are not recommended for survey control.
 CE0699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0699.See file dsdata.txt to determine how the superseded data were derived.
 CE0699
 CE0699_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR3489528240(NAD 83)
 CE0699_MARKER: Z = SEE DESCRIPTION
 CE0699_SETTING: 0 = UNSPECIFIED SETTING
 CE0699_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CE0699
 CE0699  HISTORY     - Date     Condition        Report By
 CE0699  HISTORY     - 1917     MONUMENTED       USGS
 CE0699
 CE0699                          STATION DESCRIPTION
 CE0699
 CE0699'DESCRIBED BY US GEOLOGICAL SURVEY 1917
 CE0699'2.0 MI. N. AND 3.0 MI. W. OF STRAUSS, A STATION ON THE SOUTHERN
 CE0699'PACIFIC RAILROAD, 1.0 MI. W. OF RAILROAD CROSSING ON MAIN EL PASO AND
 CE0699'DEMING AUTOMOBILE RD., 1000 FT. S. OF AN OLD RD. LEADING FROM THE
 CE0699'ABOVE CROSSING TO NORIA AND TO HERRINGTONS RANCH, ON MAIN DIVIDING
 CE0699'SAND RIDGE RUNNING SOUTHEASTERLY FROM ABOVE MENTIONED OLD RD. STATION
 CE0699'IS ON A SAND BANK SLIGHTLY ABOVE GENERAL ELEVATION, BETWEEN TWO LARGE
 CE0699'BUNCHES OF MESQUITE, AND NEARER THE W. BUNCH.
 CE0699'
 CE0699'STATION MARK - IRON POST, SET IN GROUND WITH 8 IN. PROJECTING ABOVE
 CE0699'GROUND  LEVEL.  THE POST IS IN THE CENTER OF AND COVERED BY 18 IN.
 CE0699'PILE OF SAND.
 CE0699'
 CE0699'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0760 ***********************************************************************
 DQ0760  DESIGNATION -  CROSSROADS CAPROCK CORP MAST
 DQ0760  PID         -  DQ0760
 DQ0760  STATE/COUNTY-  NM/LEA
 DQ0760  USGS QUAD   -  CROSSROADS (1972)
 DQ0760
 DQ0760                         *CURRENT SURVEY CONTROL
 DQ0760  ___________________________________________________________________
 DQ0760* NAD 83(1992)-  33 30 50.77627(N)    103 20 19.72517(W)     ADJUSTED  
 DQ0760* NAVD 88     -                                                        
 DQ0760  ___________________________________________________________________
 DQ0760  LAPLACE CORR-          -0.75  (seconds)                    DEFLEC99
 DQ0760  GEOID HEIGHT-         -22.28  (meters)                     GEOID03
 DQ0760
 DQ0760  HORZ ORDER  -  THIRD
 DQ0760
 DQ0760.The horizontal coordinates were established by classical geodetic methods
 DQ0760.and adjusted by the National Geodetic Survey in December 1993..
 DQ0760
 DQ0760
 DQ0760.The Laplace correction was computed from DEFLEC99 derived deflections.
 DQ0760
 DQ0760.The geoid height was determined by GEOID03.
 DQ0760
 DQ0760;                    North         East     Units Scale Factor Converg.
 DQ0760;SPC NM E     -   279,209.979   257,391.837   MT  1.00001430   +0 32 57.0
 DQ0760;SPC NM E     -   916,041.41    844,459.72   sFT  1.00001430   +0 32 57.0
 DQ0760;UTM  13      - 3,709,518.099   654,283.495   MT  0.99989347   +0 55 02.6
 DQ0760
 DQ0760                          SUPERSEDED SURVEY CONTROL
 DQ0760
 DQ0760  NAD 83(1986)-  33 30 50.78094(N)    103 20 19.72015(W) AD(       ) 4
 DQ0760  NAD 27      -  33 30 50.41971(N)    103 20 17.89714(W) AD(       ) 3
 DQ0760
 DQ0760.Superseded values are not recommended for survey control.
 DQ0760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0760.See file dsdata.txt to determine how the superseded data were derived.
 DQ0760
 DQ0760_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFT5428309518(NAD 83)
 DQ0760_MARKER: 42 = RADIO/TV MAST
 DQ0760
 DQ0760  HISTORY     - Date     Condition        Report By
 DQ0760  HISTORY     - 1972     FIRST OBSERVED   NGS
 DQ0760
 DQ0760                          STATION DESCRIPTION
 DQ0760
 DQ0760'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 DQ0760'AT CROSSROADS, 0.15 MILE NORTH OF INTERSECTION OF STATE HIGHWAYS 18
 DQ0760'AND 508, ABOUT 300 FEET EAST OF CENTER OF HIGHWAY 18, A GUYED STEEL
 DQ0760'MAST, ROUGHLY 400 FEET IN HEIGHT, PAINTED RED AND WHITE IN
 DQ0760'ALTERNATE SECTIONS.  POINT OBSERVED WAS THE LIGHT AT THE TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0780 ***********************************************************************
 DQ0780  DESIGNATION -  CROSSROADS TV RELAY MAST
 DQ0780  PID         -  DQ0780
 DQ0780  STATE/COUNTY-  NM/LEA
 DQ0780  USGS QUAD   -  RANGER LAKE (1984)
 DQ0780
 DQ0780                         *CURRENT SURVEY CONTROL
 DQ0780  ___________________________________________________________________
 DQ0780* NAD 83(1992)-  33 25 56.42348(N)    103 19 49.64834(W)     ADJUSTED  
 DQ0780* NAVD 88     -                                                        
 DQ0780  ___________________________________________________________________
 DQ0780  LAPLACE CORR-          -0.83  (seconds)                    DEFLEC99
 DQ0780  GEOID HEIGHT-         -22.13  (meters)                     GEOID03
 DQ0780
 DQ0780  HORZ ORDER  -  THIRD
 DQ0780
 DQ0780.The horizontal coordinates were established by classical geodetic methods
 DQ0780.and adjusted by the National Geodetic Survey in December 1993..
 DQ0780
 DQ0780
 DQ0780.The Laplace correction was computed from DEFLEC99 derived deflections.
 DQ0780
 DQ0780.The geoid height was determined by GEOID03.
 DQ0780
 DQ0780;                    North         East     Units Scale Factor Converg.
 DQ0780;SPC NM E     -   270,148.969   258,255.581   MT  1.00001627   +0 33 09.3
 DQ0780;SPC NM E     -   886,313.74    847,293.52   sFT  1.00001627   +0 33 09.3
 DQ0780;UTM  13      - 3,700,463.908   655,205.282   MT  0.99989699   +0 55 12.1
 DQ0780
 DQ0780                          SUPERSEDED SURVEY CONTROL
 DQ0780
 DQ0780  NAD 83(1986)-  33 25 56.42885(N)    103 19 49.64383(W) AD(       ) 4
 DQ0780  NAD 27      -  33 25 56.06082(N)    103 19 47.81837(W) AD(       ) 3
 DQ0780
 DQ0780.Superseded values are not recommended for survey control.
 DQ0780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0780.See file dsdata.txt to determine how the superseded data were derived.
 DQ0780
 DQ0780_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFT5520500464(NAD 83)
 DQ0780_MARKER: 42 = RADIO/TV MAST
 DQ0780
 DQ0780  HISTORY     - Date     Condition        Report By
 DQ0780  HISTORY     - 1972     FIRST OBSERVED   NGS
 DQ0780
 DQ0780                          STATION DESCRIPTION
 DQ0780
 DQ0780'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 DQ0780'5-1/2 MILES SOUTH ALONG STATE HIGHWAY 18 FROM CROSSROADS, AND 125
 DQ0780'FEET EAST OF THE CENTER OF THE HIGHWAY, IN PASTURE LAND, A GUYED
 DQ0780'STEEL MAST PAINTED RED AND WHITE IN ALTERNATE SECTIONS, WITH TWO
 DQ0780'LARGE FAN SHAPED RELAY PANELS AT THE TOP.  POINT OBSERVED WAS THE
 DQ0780'CENTER OF THE MAST.
 DQ0780'
 DQ0780'PROPERTY OF BRYANT RADIO AND TELEVISION INC., KCBD-TV, P.O. BOX 2190
 DQ0780'LUBBOCK, TEXAS 79408.  TELEPHONE--806-744-1414.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0600 ***********************************************************************
 GN0600  DESIGNATION -  CROW
 GN0600  PID         -  GN0600
 GN0600  STATE/COUNTY-  NM/SAN JUAN
 GN0600  USGS QUAD   -  CROW MESA WEST (1985)
 GN0600
 GN0600                         *CURRENT SURVEY CONTROL
 GN0600  ___________________________________________________________________
 GN0600* NAD 83(1992)-  36 20 44.35255(N)    107 38 42.14303(W)     ADJUSTED  
 GN0600* NAVD 88     -      2273.4    (meters)    7459.     (feet)  VERTCON   
 GN0600  ___________________________________________________________________
 GN0600  LAPLACE CORR-           2.59  (seconds)                    DEFLEC99
 GN0600  GEOID HEIGHT-         -20.50  (meters)                     GEOID03
 GN0600
 GN0600  HORZ ORDER  -  FIRST
 GN0600
 GN0600.The horizontal coordinates were established by classical geodetic methods
 GN0600.and adjusted by the National Geodetic Survey in December 1993..
 GN0600
 GN0600.The NAVD 88 height was computed by applying the VERTCON shift value to
 GN0600.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GN0600
 GN0600.The Laplace correction was computed from DEFLEC99 derived deflections.
 GN0600
 GN0600.The geoid height was determined by GEOID03.
 GN0600
 GN0600;                    North         East     Units Scale Factor Converg.
 GN0600;SPC NM W     -   592,889.870   846,901.451   MT  0.99992019   +0 06 41.7
 GN0600;SPC NM W     - 1,945,172.85  2,778,542.51   sFT  0.99992019   +0 06 41.7
 GN0600;UTM  13      - 4,025,536.136   262,628.195   MT  1.00029428   -1 34 06.0
 GN0600
 GN0600!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GN0600!SPC NM W     -   0.99964654  x   0.99992019  =   0.99956676
 GN0600!UTM  13      -   0.99964654  x   1.00029428  =   0.99994072
 GN0600
 GN0600|---------------------------------------------------------------------|
 GN0600| PID    Reference Object                     Distance      Geod. Az  |
 GN0600|                                                           dddmmss.s |
 GN0600| CD3328 CROW RM 3                            10.759 METERS 08138     |
 GN0600| GN0609 LYBROOKS MTN ST TT CO MICRO TR      APPROX.16.3 KM 1521110.4 |
 GN0600| CD3326 CROW RM 1                             4.054 METERS 15812     |
 GN0600| CD3325 CROW AZ MK RESET                                   2584036.9 |
 GN0600| CD3324 CROW AZ MK                                         2605859.4 |
 GN0600| CD3327 CROW RM 2                            11.106 METERS 28105     |
 GN0600| CD3329 CROW RM 4                            24.186 METERS 29140     |
 GN0600|---------------------------------------------------------------------|
 GN0600
 GN0600                          SUPERSEDED SURVEY CONTROL
 GN0600
 GN0600  NAD 83(1986)-  36 20 44.34939(N)    107 38 42.14816(W) AD(       ) 1
 GN0600  NAD 27      -  36 20 44.30820(N)    107 38 39.95320(W) AD(       ) 1
 GN0600  NGVD 29 (07/19/86) 2272.3    (m)         7455.     (f) VERT ANG       
 GN0600
 GN0600.Superseded values are not recommended for survey control.
 GN0600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0600.See file dsdata.txt to determine how the superseded data were derived.
 GN0600
 GN0600_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBA6262825536(NAD 83)
 GN0600_MARKER: DS = TRIANGULATION STATION DISK
 GN0600_SETTING: 66 = SET IN ROCK OUTCROP
 GN0600
 GN0600  HISTORY     - Date     Condition        Report By
 GN0600  HISTORY     - 1945     MONUMENTED       CGS
 GN0600  HISTORY     - 1960     GOOD             CGS
 GN0600
 GN0600                          STATION DESCRIPTION
 GN0600
 GN0600'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (RAM)
 GN0600'STATION IS LOCATED ON THE E END OF THE FARTHEST W OF THREE
 GN0600'SECONDARY MESAS RISING OUT OF THE CROW MESA NE OF CROW CANYON.
 GN0600'IN APPROXIMATE AIR-LINE DISTANCES IT IS 40 MILES SE OF AZTEC,
 GN0600'15 MILES ENE OF OTIS, AND 10 MILES NW OF LYBROOKS.
 GN0600'
 GN0600'TO REACH THE STATION FROM THE BLANCO TRADING POST AT THE
 GN0600'JUNCTION OF STATE HIGHWAYS 56 AND 44, GO E ON STATE HIGHWAY
 GN0600'44 FOR 4.6 MILES.  HERE TURN LEFT OR N OFF HIGHWAY ONTO TRACK
 GN0600'ROAD WHICH IS 150 FEET E OF HIGHWAY SIGN ON RIGHT AND GO OVER
 GN0600'SMALL RISE FOR 0.7 MILE TO A FORK.  TAKE THE RIGHT FORK AND
 GN0600'GO 0.1 MILE TO WASH.  CROSS WASH AND CONTINUE ON TRACK ROAD
 GN0600'FOR 0.45 MILE TO ANOTHER FORK.  TAKE THE RIGHT FORK AND GO 0.45
 GN0600'MILE TO AN INDIAN HOGAN.  PASS TO THE RIGHT OF THE HOGAN AND
 GN0600'GO 0.45 MILE TO FORK.  TAKE THE LEFT FORK INTO THE MAIN CANYON
 GN0600'AND GO 0.45 MILE TO MAIN WASH.  CROSS THE MAIN WASH AND GO 0.2
 GN0600'MILE TO WIRE GATE.  PASS THROUGH THIS GATE AND THEN, TAKING
 GN0600'ALL LEFT FORKS, GO 3.0 MILES TO DIRT TANK AT THE HEAD OF CROW
 GN0600'CANYON.  FOLLOW TRACK ROAD OVER LEFT END OF TANK AND GO 0.45
 GN0600'MILE TO OLD CORRAL ON LEFT.  CONTINUE ON TRACK ROAD OVER
 GN0600'MINOR DRAINAGE FOR 1.2 MILES TO WHERE AZIMUTH MARK IS LOCATED
 GN0600'ON THE LEFT AND THE STATION CAN BE SEEN TO THE E.  BEAR TOWARD
 GN0600'THE STATION, KEEPING RIGHT AROUND FLATS ON TRACK ROAD FOR 0.9
 GN0600'MILE.  TURN LEFT CROSS COUNTRY HERE AND BEAR TOWARD
 GN0600'STATION FOR 0.45 MILE TO END OF TRUCK TRAVEL AT THE BASE
 GN0600'OF THE E END OF THE SECONDARY MESA.  FROM HERE PACK UP TO
 GN0600'THE TOP OF THE MESA AND STATION.
 GN0600'
 GN0600'STATION MARK IS A BRONZE STATION DISK STAMPED CROW 1945 AND
 GN0600'IS SET IN OUTCROPPING BEDROCK FLUSH WITH THE SURROUNDING SURFACE.
 GN0600'IT IS 66 FEET WNW OF THE E END OF THE MESA.
 GN0600'
 GN0600'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK STAMPED CROW NO 1
 GN0600'1945 AND IS SET IN A BOULDER PROJECTING 2 INCHES ABOVE THE
 GN0600'SURROUNDING SURFACE.  IT IS SSE OF THE STATION AND AT ABOUT
 GN0600'THE SAME LEVEL.
 GN0600'
 GN0600'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK STAMPED CROW NO 2
 GN0600'1945 AND IS SET IN A BOULDER ON THE S EDGE OF THE MESA.  IT IS
 GN0600'WNW OF THE STATION AND AT ABOUT THE SAME LEVEL.
 GN0600'
 GN0600'AZIMUTH MARK IS A BRONZE AZIMUTH DISK STAMPED CROW 1945 AND IS
 GN0600'SET IN OUTCROPPING BEDROCK FLUSH WITH THE SURROUNDING SURFACE.
 GN0600'IT IS 7.3 FEET SE OF A CAIRN WITH A SIGNPOST SIGNED AZIMUTH
 GN0600'PROTRUDING FROM IT, 200 FEET NW OF TRACK ROAD, AND 1 MILE W OF
 GN0600'THE STATION.
 GN0600'
 GN0600'HEIGHT OF LIGHT ABOVE STATION MARK - 1.3 METERS.
 GN0600
 GN0600                          STATION RECOVERY (1960)
 GN0600
 GN0600'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HWK)
 GN0600'THE STATION MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED AND WAS
 GN0600'FOUND IN GOOD CONDITION.  REFERENCE MARK NO. 1, REFERENCE MARK
 GN0600'NO. 2 AND THE AZIMUTH MARK WERE SEARCHED FOR BUT THEY WERE NOT
 GN0600'RECOVERED.
 GN0600'
 GN0600'REFERENCE MARKS NO. 3, NO. 4 AND AN AZIMUTH MARK WAS ESTABLISHED
 GN0600'BY THIS PARTY.
 GN0600'
 GN0600'FOLLOWING IS A NEW TO REACH FOR THE STATION AND A DESCRIPTION
 GN0600'FOR THE REFERENCE MARKS AND THE AZIMUTH MARK.
 GN0600'
 GN0600'TO REACH THE STATION FROM COUNSELOR POST, GO WEST ON STATE
 GN0600'HIGHWAY 44 FOR 6.2 MILES TO LYBROOKS INN ON THE RIGHT.  CONTINUE
 GN0600'ON HIGHWAY 44 FOR 0.75 MILE TO THE ESCIRTO TRADING POST ON THE
 GN0600'LEFT.  CONTINUE WEST ON HIGHWAY 44 FOR 0.6 MILE TO A SIDE ROAD
 GN0600'ON THE RIGHT AT A SIGN PAN AMERICAN PETROLEUM CORP.  TURN RIGHT
 GN0600'AND GO NORTH AND WEST ON THE MAIN TRAVELED ROAD FOR 3.9 MILES
 GN0600'TO THE TOP OF A HILL AND TRIANGULATION STATION BROOKS ON THE
 GN0600'LEFT.  CONTINUE ON THE MAIN TRAVELED ROAD FOR 0.35 MILE TO A
 GN0600'FORK.  BEAR LEFT AND GO 0.6 MILE TO A SIDE ROAD ON THE LEFT.
 GN0600'CONTINUE ON THE MAIN TRAVELED ROAD FOR 1.6 MILES TO A FORK.
 GN0600'BEAR LEFT, PASSING AN OIL WELL PUMP AND GO 0.2 MILE TO A
 GN0600'CROSSROAD.  CONTINUE NORTHERLY FOR 0.05 MILE TO A SIDE
 GN0600'ROAD ON THE RIGHT.  CONTINUE STRAIGHT AHEAD ON THE MAIN
 GN0600'TRAVELED ROAD FOR 0.25 MILE TO A SIDE ROAD ON THE RIGHT.
 GN0600'CONTINUE NORTHERLY ON THE MAIN TRAVELED ROAD FOR 1.15 MILE
 GN0600'TO A FORK.  BEAR RIGHT AND GO 0.1 MILE TO A FORK.  BEAR
 GN0600'LEFT, UPHILL, AND FOLLOW THE MAIN TRAVELED ROAD FOR 2.35 MILES
 GN0600'TO A SIDE ROAD ON THE RIGHT.  (CONTINUE ON THE MAIN TRAVELED
 GN0600'ROAD WESTERLY FOR 1.1 MILE TO THE HEAD OF CROW CANYON AND
 GN0600'THE AZIMUTH MARK APPROXIMATELY 50 YARDS NORTHWEST OF THE HEAD OF
 GN0600'THE CANYON.) TURN RIGHT AND GO 0.2 MILE TO THE STATION HILL
 GN0600'ON THE LEFT.  PACK NORTHWEST TO THE HIGHEST POINT OF THE HILL
 GN0600'AND THE STATION.  REQUIRED PACKING TIME 5 MINUTES.
 GN0600'
 GN0600'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED CROW NO 3 1945,
 GN0600'IS CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH PROJECTS
 GN0600'2 FEET ON THE EAST SIDE.  IT IS APPROXIMATELY 4 FEET LOWER IN
 GN0600'ELEVATION THAN THE STATION.
 GN0600'
 GN0600'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED CROW NO 4 1945,
 GN0600'IS CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH PROJECTS
 GN0600'4 INCHES.  IT IS 20 FEET NORTH OF THE SOUTH EDGE OF THE RIDGE
 GN0600'AND APPROXIMATELY 1 FOOT LOWER IN ELEVATION THAN THE STATION.
 GN0600'
 GN0600'AZIMUTH MARK, A STANDARD DISK STAMPED CROW 1945 RESET 1960,
 GN0600'IS CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH IS FLUSH
 GN0600'WITH THE SURFACE OF THE GROUND.  IT IS APPROXIMATELY 200 FEET
 GN0600'SOUTHWEST OF A DIRT ROAD, 10 FEET NORTH OF A METAL WITNESS
 GN0600'POST AND 5 FEET NORTHWEST OF THE ROCK OUTCROP.
 GN0600'
 GN0600'NOTE--REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1939 ***********************************************************************
 CX1939  FBN         -  This is a Federal Base Network Control Station.
 CX1939  DESIGNATION -  CRUCESAIR
 CX1939  PID         -  CX1939
 CX1939  STATE/COUNTY-  NM/DONA ANA
 CX1939  USGS QUAD   -  PICACHO MOUNTAIN (1994)
 CX1939
 CX1939                         *CURRENT SURVEY CONTROL
 CX1939  ___________________________________________________________________
 CX1939* NAD 83(1992)-  32 16 54.63123(N)    106 55 22.24784(W)     ADJUSTED  
 CX1939* NAVD 88     -      1350.3    (meters)    4430.     (feet)  GPS OBS   
 CX1939  ___________________________________________________________________
 CX1939  X           -  -1,571,430.672 (meters)                     COMP
 CX1939  Y           -  -5,164,782.312 (meters)                     COMP
 CX1939  Z           -   3,387,603.188 (meters)                     COMP
 CX1939  LAPLACE CORR-          -0.93  (seconds)                    DEFLEC99
 CX1939  ELLIP HEIGHT-        1326.25  (meters)          (05/26/00) GPS OBS
 CX1939  GEOID HEIGHT-         -24.05  (meters)                     GEOID03
 CX1939
 CX1939  HORZ ORDER  -  A
 CX1939  ELLP ORDER  -  SECOND    CLASS I
 CX1939
 CX1939.This mark is at Las Cruces Airport (LRU)
 CX1939
 CX1939.The horizontal coordinates were established by GPS observations
 CX1939.and adjusted by the National Geodetic Survey in July 1992..
 CX1939
 CX1939.The orthometric height was determined by GPS observations and a
 CX1939.high-resolution geoid model.
 CX1939
 CX1939.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CX1939
 CX1939.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1939
 CX1939.The ellipsoidal height was determined by GPS observations
 CX1939.and is referenced to NAD 83.
 CX1939
 CX1939.The geoid height was determined by GEOID03.
 CX1939
 CX1939;                    North         East     Units Scale Factor Converg.
 CX1939;SPC NM C     -   142,315.914   436,621.572   MT  0.99994952   -0 21 33.7
 CX1939;SPC NM C     -   466,914.79  1,432,482.61   sFT  0.99994952   -0 21 33.7
 CX1939;UTM  13      - 3,573,299.651   318,919.920   MT  1.00000437   -1 01 38.1
 CX1939
 CX1939!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1939!SPC NM C     -   0.99979180  x   0.99994952  =   0.99974134
 CX1939!UTM  13      -   0.99979180  x   1.00000437  =   0.99979617
 CX1939
 CX1939:                Primary Azimuth Mark                     Grid Az
 CX1939:SPC NM C     -  CRUCESAIR AZ MK                          094 50 15.4
 CX1939:UTM  13      -  CRUCESAIR AZ MK                          095 30 19.8
 CX1939
 CX1939|---------------------------------------------------------------------|
 CX1939| PID    Reference Object                     Distance      Geod. Az  |
 CX1939|                                                           dddmmss.s |
 CX1939| CX1985 CRUCESAIR AZ MK                     APPROX. 1.0 KM 0942841.7 |
 CX1939|---------------------------------------------------------------------|
 CX1939
 CX1939                          SUPERSEDED SURVEY CONTROL
 CX1939
 CX1939  ELLIP H (12/21/93) 1326.20   (m)                       GP(       ) 4 1
 CX1939  ELLIP H (07/31/92) 1326.20   (m)                       GP(       ) 1 1
 CX1939  NAD 83(1986)-  32 16 54.63123(N)    106 55 22.24784(W) AD(       ) B
 CX1939  ELLIP H (05/26/92) 1326.20   (m)                       GP(       ) 4 1
 CX1939  NAD 83(1986)-  32 16 54.63701(N)    106 55 22.25086(W) AD(       ) 1
 CX1939  NAD 27      -  32 16 54.29303(N)    106 55 20.20393(W) AD(       ) 1
 CX1939  NGVD 29 (06/11/92) 1349.8    (m)         4428.     (f) GPS OBS        
 CX1939
 CX1939.Superseded values are not recommended for survey control.
 CX1939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1939.See file dsdata.txt to determine how the superseded data were derived.
 CX1939
 CX1939_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR1892073300(NAD 83)
 CX1939_MARKER: F = FLANGE-ENCASED ROD
 CX1939_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 CX1939_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 CX1939_STAMPING: CRUCESAIR 1987
 CX1939_MARK LOGO: NGS   
 CX1939_PROJECTION: FLUSH
 CX1939_MAGNETIC: N = NO MAGNETIC MATERIAL
 CX1939_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CX1939_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CX1939+SATELLITE: SATELLITE OBSERVATIONS - September 05, 2002
 CX1939_ROD/PIPE-DEPTH: 12.2 meters
 CX1939_SLEEVE-DEPTH  : 0.9 meters
 CX1939
 CX1939  HISTORY     - Date     Condition        Report By
 CX1939  HISTORY     - 1988     MONUMENTED       NGS
 CX1939  HISTORY     - 1988     GOOD             NGS
 CX1939  HISTORY     - 19891013 GOOD             AEROS
 CX1939  HISTORY     - 19910510 GOOD             NM0470
 CX1939  HISTORY     - 19960111 GOOD             CHANCE
 CX1939  HISTORY     - 19970421 GOOD             NGS
 CX1939  HISTORY     - 19970519 GOOD             NGS
 CX1939  HISTORY     - 19981214 GOOD             NGS
 CX1939  HISTORY     - 20020905 GOOD             JCLS
 CX1939
 CX1939                          STATION DESCRIPTION
 CX1939
 CX1939'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988 (MRM)
 CX1939'THE STATION IS LOCATED ABOUT 11.3 KM (7.0 MI)
 CX1939'WEST-SOUTHWEST OF LAS CRUCES, AT THE LAS CRUCES INTERNATIONAL
 CX1939'AIRPORT, SOUTHWEST OF TERMINAL, IN A VACANT LOT.
 CX1939'OWNERSHIP--CITY OF LAS CRUCES, MIKE MEDLEY - ACTING MANAGER, P.O.
 CX1939'DRAWER CLC, LAS CRUCES NM 88004, PHONE 505-526-0627 OR 524-0309.
 CX1939'
 CX1939'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 10 AND
 CX1939'AIRPORT ROAD (EXIT 132), JUST WEST OF LAS CRUCES, GO
 CX1939'NORTH FOR 1.1 KM (0.7 MI) ON AIRPORT ROAD TO A DIM TRACK ROAD LEFT
 CX1939'JUST BEFORE A T-JUNCTION.
 CX1939'TURN LEFT AND GO WEST FOR 0.2 KM (0.1 MI) ON THE DIM TRACK ROAD TO A
 CX1939'DIM TRACK ROAD LEFT.
 CX1939'TURN LEFT AND GO SOUTH FOR 0.1 KM (0.05 MI) ON THE DIM TRACK ROAD TO
 CX1939'THE STATION ON THE RIGHT.
 CX1939'
 CX1939'THE STATION IS A PUNCH MARK ON TOP OF A STAINLESS STEEL ROD
 CX1939'THAT IS ---UNSTAMPED---,
 CX1939'DRIVEN TO A DEPTH OF 12.2 METERS (40.0 FT), RECESSED
 CX1939'10 CM GROUND, INSIDE A GREASE-FILLED SLEEVE EXTENDING
 CX1939'TO A DEPTH OF 0.9 METERS (3.0 FT), ENCASED IN A PVC PIPE WITH NGS
 CX1939'LOGO FLANGE STAMPED---CRUCESAIR 1987---, FLUSH WITH GROUND.  LOCATED
 CX1939'APPROXIMATELY
 CX1939'73.8 METERS (242.0 FT) NORTH-NORTHWEST FROM THE AIRPORT BEACON,
 CX1939'11.3 METERS (37.1 FT) WEST FROM THE APPROXIMATE CENTER OF THE DIM
 CX1939'TRACK ROAD,
 CX1939'1.4 METERS (4.6 FT) NORTHEAST FROM A CARSONITE WITNESS POST,
 CX1939'1.2 METERS (3.9 FT) SOUTHEAST FROM A CARSONITE WITNESS POST AND
 CX1939'1.2 METERS (3.9 FT) WEST FROM A CARSONITE WITNESS POST.
 CX1939'
 CX1939'NEW MEXICO FAA - FEBRUARY, 1988.
 CX1939'
 CX1939'THIS STATION SUITABLE FOR GPS SURVEYS.
 CX1939'
 CX1939'DESCRIBED BY S.E. RANDALL.
 CX1939
 CX1939                          STATION RECOVERY (1988)
 CX1939
 CX1939'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 CX1939'RECOVERED IN GOOD CONDITION.
 CX1939
 CX1939                          STATION RECOVERY (1989)
 CX1939
 CX1939'RECOVERY NOTE BY AERO SERVICE CORPORATION 1989
 CX1939'THE STATION IS LOCATED 11.3 KM (7.0 MI) WEST SOUTHWEST OF LAS CRUCES
 CX1939'AT THE LAS CRUCES MUNICIPAL AIRPORT.  OWNERSHIP--- CITY OF LAS
 CX1939'CRUCES.
 CX1939'TO REACH FROM THE JUNCTION OF INTERSTATE 10 AND AIRPORT ROAD (EXIT
 CX1939'132), GO NORTH FOR 1.13 KM (0.70 MI) ON AIRPORT ROAD ROAD TO A T
 CX1939'INTERSECTION, TURN LEFT AND GO WEST FOR 0.16 KM (0.10 MI) ON A PAVED
 CX1939'ROAD TO A DIRT ROAD ON THE LEFT, TURN LEFT AND GO SOUTH FOR 91 M
 CX1939'(298.6 FT) ON DIRT ROAD TO THE STATION ON THE RIGHT.
 CX1939'THE STATION IS A PUNCH HOLE IN TOP OF A STAINLESS STEEL ROD DRIVEN TO
 CX1939'A DEPTH OF 12.2 M, INSIDE A GREASE FILLED SLEEVE EXTENDING TO A DEPTH
 CX1939'OF 0.9 M, ENCASED IN A 5-INCH PVC PIPE WITH AN NGS LOGO CAP
 CX1939'STAMPED--- CRUCESAIR 1987 ---, SET FLUSH WITH THE GROUND.
 CX1939'IT IS 1.22 M (4.00 FT) FROM 3 WITNESS POSTS, 8.84 M (29.00 FT) WEST OF
 CX1939'THE DIRT ROAD, 73.76 M (241.99 FT) NORTH NORTHWEST OF THE AIRPORT
 CX1939'BEACON, AND APPROXIMATELY 243 M (797.2 FT) NORTH NORTHWEST OF LARGE
 CX1939'WATER TOWER.
 CX1939
 CX1939                          STATION RECOVERY (1991)
 CX1939
 CX1939'RECOVERY NOTE BY CITY OF LAS CRUCES NEW MEXICO 1991
 CX1939'RECOVERED IN GOOD CONDITION.
 CX1939
 CX1939                          STATION RECOVERY (1996)
 CX1939
 CX1939'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (MFY)
 CX1939'RECOVERED AS DESCRIBED AND IN GOOD CONDITION.  1992 RECOVERY NOTE BY
 CX1939'NM HIGHWAY DEPARTMENT DESCRIBE -- CRUCESAIR AZ MK 1987 --
 CX1939
 CX1939                          STATION RECOVERY (1997)
 CX1939
 CX1939'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (JGF)
 CX1939'RECOVERED AS DESCRIBED.
 CX1939
 CX1939                          STATION RECOVERY (1997)
 CX1939
 CX1939'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (SER)
 CX1939'RECOVERED AS DESCRIBED.
 CX1939
 CX1939                          STATION RECOVERY (1998)
 CX1939
 CX1939'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (WAS)
 CX1939'THE STATION IS LOCATED ABOUT 7.0 MI (11.3 KM) WEST-SOUTHWEST OF LAS
 CX1939'CRUCES, AT THE LAS CRUCES INTERNATIONAL AIRPORT.  OWNERSHIP--CITY OF
 CX1939'LAS CRUCES, LAS CRUCES INTERNATIONAL AIRPORT, TIM MORRIS, MANAGER,
 CX1939'TELEPHONE 505-524-2762, PO DRAWER CLC, LAS CRUCES NM 88004.  TO REACH
 CX1939'THE STATION FROM INTERSTATE HIGHWAY 10 EXIT 132 (AIRPORT ACCESS ROAD),
 CX1939'GO NORTH ON CRAWFORD BOULEVARD FOR 0.6 MI (1.0 KM) TO A DIRT ROAD ON
 CX1939'THE LEFT, OPPOSITE A PAVED ROAD CALLED GASOLINE ALLEY.  TURN LEFT,
 CX1939'WEST, AND GO 0.1 MI, (0.2 KM) PASSING THE AIRPORT BEACON ON THE LEFT,
 CX1939'TO THE STATION ON THE RIGHT.  THE STATION IS A PUNCH MARK ON TOP OF A
 CX1939'STAINLESS STEEL ROD THAT IS ACCESSED THROUGH AN ALUMINUM LOG CAP.
 CX1939'LOCATED 11.5 M (37.7 FT) WEST OF THE CENTERLINE OF A DIRT ROAD, 24.5 M
 CX1939'(80.4 FT) NORTH-NORTHWEST OF A UTILITY POLE, 66.8 M (219.2 FT)
 CX1939'NORTH-NORTHWEST OF THE NORTHWEST CORNER OF THE FENCE THAT ENCLOSES THE
 CX1939'AIRPORT NAVIGATION BEACON FACILITY AND IN THE CENTER OF 3 FIBERGLASS
 CX1939'WITNESS POSTS.
 CX1939
 CX1939                          STATION RECOVERY (2002)
 CX1939
 CX1939'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002
 CX1939'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1985 ***********************************************************************
 CX1985  DESIGNATION -  CRUCESAIR AZ MK
 CX1985  PID         -  CX1985
 CX1985  STATE/COUNTY-  NM/DONA ANA
 CX1985  USGS QUAD   -  PICACHO MOUNTAIN (1994)
 CX1985
 CX1985                         *CURRENT SURVEY CONTROL
 CX1985  ___________________________________________________________________
 CX1985* NAD 83(1992)-  32 16 52.09638(N)    106 54 44.17280(W)     ADJUSTED  
 CX1985* NAVD 88     -      1350.     (meters)    4429.     (feet)  GPS OBS   
 CX1985  ___________________________________________________________________
 CX1985  X           -  -1,570,489.227 (meters)                     COMP
 CX1985  Y           -  -5,165,111.648 (meters)                     COMP
 CX1985  Z           -   3,387,536.792 (meters)                     COMP
 CX1985  LAPLACE CORR-          -1.04  (seconds)                    DEFLEC99
 CX1985  ELLIP HEIGHT-        1325.56  (meters)          (09/28/01) GPS OBS
 CX1985  GEOID HEIGHT-         -24.06  (meters)                     GEOID03
 CX1985
 CX1985  HORZ ORDER  -  FIRST
 CX1985  ELLP ORDER  -  FOURTH    CLASS I
 CX1985
 CX1985.This mark is at Las Cruces Airport (LRU)
 CX1985
 CX1985.The horizontal coordinates were established by GPS observations
 CX1985.and adjusted by the National Geodetic Survey in December 1993..
 CX1985.No horizontal observational check was made to the station.
 CX1985
 CX1985.The orthometric height was determined by GPS observations and a
 CX1985.high-resolution geoid model.
 CX1985.No vertical observational check was made to the station.
 CX1985
 CX1985.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CX1985
 CX1985.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1985
 CX1985.The ellipsoidal height was determined by GPS observations
 CX1985.and is referenced to NAD 83.
 CX1985
 CX1985.The geoid height was determined by GEOID03.
 CX1985
 CX1985;                    North         East     Units Scale Factor Converg.
 CX1985;SPC NM C     -   142,231.638   437,617.347   MT  0.99994797   -0 21 13.4
 CX1985;SPC NM C     -   466,638.30  1,435,749.58   sFT  0.99994797   -0 21 13.4
 CX1985;UTM  13      - 3,573,203.769   319,914.699   MT  0.99999994   -1 01 17.6
 CX1985
 CX1985!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1985!SPC NM C     -   0.99979191  x   0.99994797  =   0.99973989
 CX1985!UTM  13      -   0.99979191  x   0.99999994  =   0.99979185
 CX1985
 CX1985:                Primary Azimuth Mark                     Grid Az
 CX1985:SPC NM C     -  CRUCESAIR                                274 50 15.4
 CX1985:UTM  13      -  CRUCESAIR                                275 30 19.6
 CX1985
 CX1985|---------------------------------------------------------------------|
 CX1985| PID    Reference Object                     Distance      Geod. Az  |
 CX1985|                                                           dddmmss.s |
 CX1985| CX1939 CRUCESAIR                           APPROX. 1.0 KM 2742902.0 |
 CX1985|---------------------------------------------------------------------|
 CX1985
 CX1985                          SUPERSEDED SURVEY CONTROL
 CX1985
 CX1985  ELLIP H (12/21/93) 1325.51   (m)                       GP(       ) 4 1
 CX1985  NAD 83(1986)-  32 16 52.10216(N)    106 54 44.17583(W) AD(       ) 1
 CX1985  ELLIP H (07/01/93) 1325.51   (m)                       GP(       ) 4 2
 CX1985
 CX1985.Superseded values are not recommended for survey control.
 CX1985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1985.See file dsdata.txt to determine how the superseded data were derived.
 CX1985
 CX1985_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR1991573204(NAD 83)
 CX1985_MARKER: I = METAL ROD
 CX1985_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 CX1985_MAGNETIC: N = NO MAGNETIC MATERIAL
 CX1985_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CX1985+STABILITY: POSITION/ELEVATION WELL
 CX1985_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CX1985+SATELLITE: SATELLITE OBSERVATIONS - June 10, 1992
 CX1985
 CX1985  HISTORY     - Date     Condition        Report By
 CX1985  HISTORY     - 1990     MONUMENTED       BLM
 CX1985  HISTORY     - 19920610 GOOD             NMHD
 CX1985
 CX1985                          STATION DESCRIPTION
 CX1985
 CX1985'DESCRIBED BY NM HIGHWAY DEPT 1992
 CX1985'RECOVERED ON THIS DATE.
 CX1985'AIRPORT ROAD (EXIT 132), JUST WEST OF LAS CRUCES, GO NORTH FOR 0.7 MI
 CX1985'(1.1 KM) ON AIRPORT ROAD TO A PAVED SIDE ROAD ON THE RIGHT.  TURN
 CX1985'RIGHT, EAST, AND GO 0.05 MI (0.08 KM) TO AN INTERSECTION WITH A PAVED
 CX1985'ROAD AND A STOP SIGN. CONTINUE EAST FOR 0.25 MI (0.40 KM) TO A LOCKED
 CX1985'GATE.  SEE THE AIRPORT MANAGER FOR A KEY.  PASS THROUGH THE GATE AND
 CX1985'CONTINUE EAST FOR 0.25 MI (0.40 KM) TO THE STATION ON THE RIGHT,
 CX1985'SOUTH, SIDE OF THE ROAD.
 CX1985'THE STATION IS A PUNCH MARK ON TOP OF A STAINLESS STEEL ROD DRIVEN TO
 CX1985'A DEPTH OF 6.0 M (19.7 FT) INSIDE A GREASE FILLED SLEEVE, EXTENDING
 CX1985'TO A DEPTH OF 0.9 M (3.0 FT) , ENCASED IN A PVC PIPE WITH AN NGS LOGO
 CX1985'CAP STAMPED --- CRUCESAIR AZ MK 1987 --- SET FLUSH WITH THE GROUND.
 CX1985'THE STATION IS 3.7 M (12.1 FT) NORTH FROM AN EAST-WEST BARBED WIRE
 CX1985'FENCE.  IT IS IN THE CENTER OF THREE CARSONITE WITNESS POSTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0618 ***********************************************************************
 DT0618  DESIGNATION -  CRUZ
 DT0618  PID         -  DT0618
 DT0618  STATE/COUNTY-  NM/CATRON
 DT0618  USGS QUAD   -  CRUZVILLE (1965)
 DT0618
 DT0618                         *CURRENT SURVEY CONTROL
 DT0618  ___________________________________________________________________
 DT0618* NAD 83(1992)-  33 47 45.20402(N)    108 40 59.32063(W)     ADJUSTED  
 DT0618* NAVD 88     -      1964.996  (meters)    6446.82   (feet)  ADJUSTED  
 DT0618  ___________________________________________________________________
 DT0618  LAPLACE CORR-           1.55  (seconds)                    DEFLEC99
 DT0618  GEOID HEIGHT-         -22.46  (meters)                     GEOID03
 DT0618  DYNAMIC HT  -        1961.957 (meters)    6436.85  (feet)  COMP
 DT0618  MODELED GRAV-     979,020.3   (mgal)                       NAVD 88
 DT0618
 DT0618  HORZ ORDER  -  THIRD
 DT0618  VERT ORDER  -  FIRST     CLASS II
 DT0618
 DT0618.The horizontal coordinates were established by classical geodetic methods
 DT0618.and adjusted by the National Geodetic Survey in December 1993..
 DT0618
 DT0618.The orthometric height was determined by differential leveling
 DT0618.and adjusted by the National Geodetic Survey in June 1991..
 DT0618
 DT0618.The Laplace correction was computed from DEFLEC99 derived deflections.
 DT0618
 DT0618.The geoid height was determined by GEOID03.
 DT0618
 DT0618.The dynamic height is computed by dividing the NAVD 88
 DT0618.geopotential number by the normal gravity value computed on the
 DT0618.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0618.degrees latitude (g = 980.6199 gals.).
 DT0618
 DT0618.The modeled gravity was interpolated from observed gravity values.
 DT0618
 DT0618;                    North         East     Units Scale Factor Converg.
 DT0618;SPC NM W     -   310,345.910   751,308.536   MT  0.99999298   -0 28 21.8
 DT0618;SPC NM W     - 1,018,193.21  2,464,918.09   sFT  0.99999298   -0 28 21.8
 DT0618;UTM  12      - 3,741,938.021   714,489.410   MT  1.00016718   +1 17 21.2
 DT0618
 DT0618!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DT0618!SPC NM W     -   0.99969514  x   0.99999298  =   0.99968812
 DT0618!UTM  12      -   0.99969514  x   1.00016718  =   0.99986227
 DT0618
 DT0618|---------------------------------------------------------------------|
 DT0618| PID    Reference Object                     Distance      Geod. Az  |
 DT0618|                                                           dddmmss.s |
 DT0618| CD2744 CRUZ RM 1                            12.235 METERS 04129     |
 DT0618| DT0619 CRUZ RM 2                            11.355 METERS 17201     |
 DT0618| DT0620 CRUZ AZ MK                                         2262111.5 |
 DT0618|---------------------------------------------------------------------|
 DT0618
 DT0618                          SUPERSEDED SURVEY CONTROL
 DT0618
 DT0618  NAD 83(1992)-  33 47 45.20442(N)    108 40 59.32122(W) AD(       ) 3
 DT0618  NAD 83(1986)-  33 47 45.20420(N)    108 40 59.32353(W) AD(       ) 3
 DT0618  NAD 27      -  33 47 45.01312(N)    108 40 57.09865(W) AD(       ) 3
 DT0618  NGVD 29 (07/19/86) 1963.8    (m)         6443.     (f) VERT ANG       
 DT0618
 DT0618.Superseded values are not recommended for survey control.
 DT0618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0618.See file dsdata.txt to determine how the superseded data were derived.
 DT0618
 DT0618_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYC1448941938(NAD 83)
 DT0618_MARKER: DS = TRIANGULATION STATION DISK
 DT0618_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DT0618_SP_SET: CONCRETE POST
 DT0618_STAMPING: CRUZ 1966
 DT0618_PROJECTION: PROJECTING 5 CENTIMETERS
 DT0618_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DT0618+STABILITY: SURFACE MOTION
 DT0618_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DT0618+SATELLITE: SATELLITE OBSERVATIONS - November 27, 2004
 DT0618
 DT0618  HISTORY     - Date     Condition        Report By
 DT0618  HISTORY     - 1966     MONUMENTED       CGS
 DT0618  HISTORY     - 1968     GOOD             USE
 DT0618  HISTORY     - 1980     GOOD             NGS
 DT0618  HISTORY     - 20041127 GOOD             GEOCAC
 DT0618
 DT0618                          STATION DESCRIPTION
 DT0618
 DT0618'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (JWC)
 DT0618'THE STATION IS ABOUT 22 MILES EAST OF THE ARIZONA- NEW MEXICO
 DT0618'STATE LINE, 8 MILES NORTHEAST OF RESERVE, 5 MILES SOUTHWEST
 DT0618'OF APACHE CREEK, ON THE SOUTHEAST SIDE AND ABOUT 30 FEET
 DT0618'ABOVE STATE HIGHWAY 12.
 DT0618'
 DT0618'TO REACH THE STATION FROM THE POST OFFICE IN RESERVE, GO
 DT0618'NORTH ON PAVED ROAD FOR 0.1 MILE TO STATE HIGHWAY 12, TURN
 DT0618'RIGHT AND GO EASTERLY ON STATE HIGHWAY 12 FOR 0.05 MILES
 DT0618'TO THE JUNCTION OF STATE HIGHWAY 12 AND STATE HIGHWAY 435,
 DT0618'TURN LEFT AND GO NORTHEAST ON STATE HIGHWAY 12 FOR 2.65 MILES
 DT0618'TO A SIDE ROAD RIGHT AND A SIGN (TULAROSA CREEK 3-POLK MESA
 DT0618'7-EAGLE PEAK 14), CONTINUE STRAIGHT AHEAD ON STATE HIGHWAY
 DT0618'12 FOR 4.15 MILES TO THE AZIMUTH MARK ON THE RIGHT.  TO REACH
 DT0618'THE STATION FROM THIS POINT, GO NORTHEAST ON STATE HIGHWAY 12
 DT0618'FOR 1.1 MILES TO THE STATION ON THE RIGHT.
 DT0618'
 DT0618'THE STATION MARK IS A STANDARD DISK, STAMPED CRUZ 1966, SET
 DT0618'IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER,
 DT0618'THAT IS FLUSH WITH THE GROUND.  IT IS 75 FEET SOUTH-SOUTHWEST
 DT0618'OF A TREE WITH A TRIANGULAR BLAZE, 10 FEET EAST OF THE EDGE
 DT0618'OF THE BANK, 60 FEET EAST OF THE CENTERLINE OF STATE HIGHWAY
 DT0618'12 AND ABOUT 30 FEET ABOVE THE HIGHWAY.
 DT0618'
 DT0618'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CRUZ NO 1 1966,
 DT0618'CEMENTED IN A DRILL HOLE, IN A 2 X 1 FOOT ROCK OUTCROP, THAT
 DT0618'IS FLUSH WITH THE GROUND.  IT IS 47.5 FEET EAST OF THE CENTERLINE
 DT0618'OF STATE HIGHWAY 12 AND ABOUT 30 FEET ABOVE THE HIGHWAY, 37.5
 DT0618'FEET WEST-SOUTHWEST OF A TREE WITH A TRIANGULAR BLAZE, 2 FEET
 DT0618'EAST OF THE EDGE OF THE BANK AND ABOUT THE SAME ELEVATION AS
 DT0618'THE STATION.
 DT0618'
 DT0618'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED CRUZ NO 2 1966,
 DT0618'SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER,
 DT0618'THAT IS FLUSH WITH THE GROUND.  IT IS 37 FEET EAST OF THE
 DT0618'EDGE OF THE BANK, 96 FEET SOUTH OF THE TREE WITH A TRIANGULAR
 DT0618'BLAZE AND ABOUT THE SAME ELEVATION AS THE STATION.
 DT0618'
 DT0618'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED CRUZ 1966, CEMENTED
 DT0618'IN A DRILL HOLE, IN A 2 X 1 FOOT ROCK OUTCROP, THAT PROJECTS
 DT0618'1 INCH ABOVE THE GROUND.  IT IS 42.5 FEET EAST OF THE CENTERLINE
 DT0618'OF STATE HIGHWAY 12 AND ABOUT 20 FEET ABOVE THE HIGHWAY AND
 DT0618'5 FEET SOUTHEAST OF THE WITNESS POST.
 DT0618
 DT0618                          STATION RECOVERY (1968)
 DT0618
 DT0618'RECOVERY NOTE BY US ENGINEERS 1968
 DT0618'ALL MARKS FOUND IN EXCELLENT CONDITION AS DESCRIBED IN 1966.
 DT0618
 DT0618                          STATION RECOVERY (1980)
 DT0618
 DT0618'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DT0618'12.4 KM NE FROM RESERVE.
 DT0618'0.2 KM (0.1 MI) NORTH ALONG STATE HIGHWAY 435, FROM THE
 DT0618'COURTHOUSE IN RESERVE, THENCE 12.2 KM (7.6 MI)
 DT0618'NORTHEAST ALONG STATE HIGHWAY 12, 0.5 KM (0.3 MI) SOUTHWEST
 DT0618'OF MILE POST 15, 0.2 KM (0.1 MI) SOUTHWEST OF A DIRT ROAD
 DT0618'LEADING SOUTHEAST, ON THE TOP OF THE SOUTHEAST CUT BANK, 18.3 METERS
 DT0618'(60.0 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 11.4 METERS
 DT0618'(37.3 FT) NORTH-NORTHEAST OF RM 2, 3.0 METERS (10.0 FT) SOUTHEAST
 DT0618'OF THE EDGE OF THE CUT BANK AND 0.3 METERS (1.0 FOOT) NORTHWEST OF
 DT0618'A FENCE.
 DT0618'THE MARK IS 1.0 METERS  E FROM A WITNESS POST.
 DT0618'THE MARK IS 9.1 M ABOVE THE HIGHWAY.
 DT0618
 DT0618                          STATION RECOVERY (2004)
 DT0618
 DT0618'RECOVERY NOTE BY GEOCACHING 2004 (CB)
 DT0618'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0674 ***********************************************************************
 GN0674  DESIGNATION -  CRUZ
 GN0674  PID         -  GN0674
 GN0674  STATE/COUNTY-  NM/RIO ARRIBA
 GN0674  USGS QUAD   -  SAN JUAN PUEBLO (1977)
 GN0674
 GN0674                         *CURRENT SURVEY CONTROL
 GN0674  ___________________________________________________________________
 GN0674* NAD 83(1992)-  36 00 34.68217(N)    106 01 45.33828(W)     ADJUSTED  
 GN0674* NAVD 88     -      1844.1    (meters)    6050.     (feet)  VERTCON   
 GN0674  ___________________________________________________________________
 GN0674  LAPLACE CORR-           8.24  (seconds)                    DEFLEC99
 GN0674  GEOID HEIGHT-         -18.91  (meters)                     GEOID03
 GN0674
 GN0674  HORZ ORDER  -  THIRD
 GN0674
 GN0674.The horizontal coordinates were established by classical geodetic methods
 GN0674.and adjusted by the National Geodetic Survey in December 1993..
 GN0674
 GN0674.The NAVD 88 height was computed by applying the VERTCON shift value to
 GN0674.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GN0674
 GN0674.The Laplace correction was computed from DEFLEC99 derived deflections.
 GN0674
 GN0674.The geoid height was determined by GEOID03.
 GN0674
 GN0674;                    North         East     Units Scale Factor Converg.
 GN0674;SPC NM C     -   555,604.291   519,898.280   MT  0.99990488   +0 07 47.2
 GN0674;SPC NM C     - 1,822,845.08  1,705,699.61   sFT  0.99990488   +0 07 47.2
 GN0674;UTM  13      - 3,985,506.841   407,244.916   MT  0.99970601   -0 36 18.6
 GN0674
 GN0674!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GN0674!SPC NM C     -   0.99971362  x   0.99990488  =   0.99961852
 GN0674!UTM  13      -   0.99971362  x   0.99970601  =   0.99941971
 GN0674
 GN0674:                Primary Azimuth Mark                     Grid Az
 GN0674:SPC NM C     -  LAKE                                     103 31 39.1
 GN0674:UTM  13      -  LAKE                                     104 15 44.9
 GN0674
 GN0674|---------------------------------------------------------------------|
 GN0674| PID    Reference Object                     Distance      Geod. Az  |
 GN0674|                                                           dddmmss.s |
 GN0674| FN0739 LAKE                                APPROX.10.2 KM 1033926.3 |
 GN0674|---------------------------------------------------------------------|
 GN0674
 GN0674                          SUPERSEDED SURVEY CONTROL
 GN0674
 GN0674  NAD 83(1986)-  36 00 34.68233(N)    106 01 45.34028(W) AD(       ) 3
 GN0674  NGVD 29 (09/14/90) 1843.1    (m)         6047.     (f) VERT ANG       
 GN0674
 GN0674.Superseded values are not recommended for survey control.
 GN0674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0674.See file dsdata.txt to determine how the superseded data were derived.
 GN0674
 GN0674_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV0724585507(NAD 83)
 GN0674_MARKER: DS = TRIANGULATION STATION DISK
 GN0674_SETTING: 0 = UNSPECIFIED SETTING
 GN0674_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GN0674
 GN0674  HISTORY     - Date     Condition        Report By
 GN0674  HISTORY     - 1949     MONUMENTED       USGS
 GN0674
 GN0674                          STATION DESCRIPTION
 GN0674
 GN0674'DESCRIBED BY US GEOLOGICAL SURVEY 1949
 GN0674'NOT OCCUPIED IN 1949, OCCUPIED IN 1951 AND 1952.  STATION FOUND BY
 GN0674'USGS IN 1952 AS DESCRIBED BELOW
 GN0674'
 GN0674'STATION LOCATED ON TOP OF FIRST BADLAND RIDGE E. OF SANTA CRUZ, ABOUT
 GN0674'1.5 MI. E. OF SANTA CRUZ, 4 MI. NE. OF ESPANOLA.
 GN0674'
 GN0674'TO REACH FROM ESPANOLA, FROM E. END OF BRIDGE OVER RIO GRANDE RIVER
 GN0674'GO N. ON U.S. HIGHWAY 64, 2.8 MI., TURN RIGHT ON GRADED RD. AND GO E.
 GN0674'AND S. 2.0 MI., TURN LEFT AND MEANDER E. ACROSS COUNTY ABOUT 0.8 MI.
 GN0674'TO END OF TRUCK TRAVEL, CONTINUE TO N. END OF SANDY RIDGE AND STATION.
 GN0674'
 GN0674'STATION MARK--STANDARD TABLET SET IN BURIED ROCK,
 GN0674'STAMPED---CRUZ 1949---.
 GN0674'
 GN0674'REFERENCE MARK NO. 1--IRON PIPE, 17.7 FT. W. OF STATION MARK.
 GN0674'
 GN0674'REFERENCE MARK NO. 2--IRON PIPE, 23.8 FT. N. OF STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0620 ***********************************************************************
 DT0620  DESIGNATION -  CRUZ AZ MK
 DT0620  PID         -  DT0620
 DT0620  STATE/COUNTY-  NM/CATRON
 DT0620  USGS QUAD   -  CRUZVILLE (1965)
 DT0620
 DT0620                         *CURRENT SURVEY CONTROL
 DT0620  ___________________________________________________________________
 DT0620* NAD 83(1986)-  33 47 06.     (N)    108 41 47.     (W)     SCALED    
 DT0620* NAVD 88     -      1945.934  (meters)    6384.29   (feet)  ADJUSTED  
 DT0620  ___________________________________________________________________
 DT0620  GEOID HEIGHT-         -22.50  (meters)                     GEOID03
 DT0620  DYNAMIC HT  -        1942.932 (meters)    6374.44  (feet)  COMP
 DT0620  MODELED GRAV-     979,024.2   (mgal)                       NAVD 88
 DT0620
 DT0620  VERT ORDER  -  FIRST     CLASS II
 DT0620
 DT0620.The horizontal coordinates were scaled from a topographic map and have
 DT0620.an estimated accuracy of +/- 6 seconds.
 DT0620
 DT0620.The orthometric height was determined by differential leveling
 DT0620.and adjusted by the National Geodetic Survey in June 1991..
 DT0620
 DT0620.The geoid height was determined by GEOID03.
 DT0620
 DT0620.The dynamic height is computed by dividing the NAVD 88
 DT0620.geopotential number by the normal gravity value computed on the
 DT0620.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0620.degrees latitude (g = 980.6199 gals.).
 DT0620
 DT0620.The modeled gravity was interpolated from observed gravity values.
 DT0620
 DT0620;                    North         East    Units  Estimated Accuracy
 DT0620;SPC NM W     -   309,150.      750,070.      MT  (+/- 180 meters Scaled)
 DT0620
 DT0620                          SUPERSEDED SURVEY CONTROL
 DT0620
 DT0620.No superseded survey control is available for this station.
 DT0620
 DT0620_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYC132407(NAD 83)
 DT0620_MARKER: DZ = AZIMUTH MARK DISK
 DT0620_SETTING: 66 = SET IN ROCK OUTCROP
 DT0620_SP_SET: ROCK OUTCROP
 DT0620_STAMPING: CRUZ 1966
 DT0620_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DT0620+STABILITY: POSITION/ELEVATION WELL
 DT0620
 DT0620  HISTORY     - Date     Condition        Report By
 DT0620  HISTORY     - 1966     MONUMENTED       CGS
 DT0620  HISTORY     - 1980     GOOD             NGS
 DT0620
 DT0620                          STATION DESCRIPTION
 DT0620
 DT0620'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 DT0620'10.7 KM NE FROM RESERVE.
 DT0620'0.2 KM (0.1 MI) NORTH ALONG STATE HIGHWAY 435 FROM THE
 DT0620'COURTHOUSE IN RESERVE, THENCE 10.5 KM (6.5 MI) NORTHEAST
 DT0620'ALONG STATE HIGHWAY 12, 0.6 KM (0.4 MI) SOUTHWEST OF MILE
 DT0620'POST 14, 0.3 KM (0.2 MI) SOUTHWEST OF A DIRT ROAD LEADING
 DT0620'SOUTHEAST, IN A ROCK OUTCROP ON TOP OF A ROCK CUT, 12.9 METERS
 DT0620'(42.5 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY AND 4.3
 DT0620'METERS (14.0 FT) NORTHWEST OF A FENCE.
 DT0620'THE MARK IS 1.5 METERS  SE FROM A WITNESS POST.
 DT0620'THE MARK IS 6.1 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0619 ***********************************************************************
 DT0619  DESIGNATION -  CRUZ RM 2
 DT0619  PID         -  DT0619
 DT0619  STATE/COUNTY-  NM/CATRON
 DT0619  USGS QUAD   -  CRUZVILLE (1965)
 DT0619
 DT0619                         *CURRENT SURVEY CONTROL
 DT0619  ___________________________________________________________________
 DT0619* NAD 83(1986)-  33 47 44.     (N)    108 40 59.     (W)     SCALED    
 DT0619* NAVD 88     -      1964.133  (meters)    6443.99   (feet)  ADJUSTED  
 DT0619  ___________________________________________________________________
 DT0619  GEOID HEIGHT-         -22.46  (meters)                     GEOID03
 DT0619  DYNAMIC HT  -        1961.096 (meters)    6434.03  (feet)  COMP
 DT0619  MODELED GRAV-     979,020.3   (mgal)                       NAVD 88
 DT0619
 DT0619  VERT ORDER  -  FIRST     CLASS II
 DT0619
 DT0619.The horizontal coordinates were scaled from a topographic map and have
 DT0619.an estimated accuracy of +/- 6 seconds.
 DT0619
 DT0619.The orthometric height was determined by differential leveling
 DT0619.and adjusted by the National Geodetic Survey in June 1991..
 DT0619
 DT0619.The geoid height was determined by GEOID03.
 DT0619
 DT0619.The dynamic height is computed by dividing the NAVD 88
 DT0619.geopotential number by the normal gravity value computed on the
 DT0619.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0619.degrees latitude (g = 980.6199 gals.).
 DT0619
 DT0619.The modeled gravity was interpolated from observed gravity values.
 DT0619
 DT0619;                    North         East    Units  Estimated Accuracy
 DT0619;SPC NM W     -   310,310.      751,320.      MT  (+/- 180 meters Scaled)
 DT0619
 DT0619                          SUPERSEDED SURVEY CONTROL
 DT0619
 DT0619.No superseded survey control is available for this station.
 DT0619
 DT0619_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYC144419(NAD 83)
 DT0619_MARKER: DR = REFERENCE MARK DISK
 DT0619_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DT0619_SP_SET: CONCRETE POST
 DT0619_STAMPING: CRUZ NO 2 1966
 DT0619_PROJECTION: PROJECTING 3 CENTIMETERS
 DT0619_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DT0619+STABILITY: SURFACE MOTION
 DT0619_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DT0619+SATELLITE: SATELLITE OBSERVATIONS - November 27, 2004
 DT0619
 DT0619  HISTORY     - Date     Condition        Report By
 DT0619  HISTORY     - 1966     MONUMENTED       CGS
 DT0619  HISTORY     - 1980     GOOD             NGS
 DT0619  HISTORY     - 20041127 GOOD             GEOCAC
 DT0619
 DT0619                          STATION DESCRIPTION
 DT0619
 DT0619'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 DT0619'12.4 KM NE FROM RESERVE.
 DT0619'0.2 KM (0.1 MI) NORTH ALONG STATE HIGHWAY 435 FROM THE
 DT0619'COURTHOUSE IN RESERVE, THENCE 12.2 KM (7.6 MI) NORTHEAST
 DT0619'ALONG STATE HIGHWAY 12, 0.5 KM (0.3 MI) SOUTHWEST OF MILE
 DT0619'POST 15, 0.2 KM (0.1 MI) SOUTHWEST OF A DIRT ROAD LEADING
 DT0619'SOUTHEAST, IN THE TOP OF THE SOUTHEAST CUT BANK, 23.5 METERS
 DT0619'(77.0 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 11.4 METERS
 DT0619'(37.3 FT) SOUTH-SOUTHEAST OF STATION CRUZ, 11.3 METERS (37.0 FT)
 DT0619'SOUTHEAST OF THE EDGE OF THE CUT BANK AND 4.9 METERS (16.0 FT)
 DT0619'SOUTHEAST OF A FENCE.
 DT0619'THE MARK IS 10.6 METERS  S FROM A WITNESS POST.
 DT0619'THE MARK IS 9.1 M ABOVE THE HIGHWAY.
 DT0619
 DT0619                          STATION RECOVERY (2004)
 DT0619
 DT0619'RECOVERY NOTE BY GEOCACHING 2004 (CB)
 DT0619'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR1037 ***********************************************************************
 DR1037  DESIGNATION -  CSAWA 1
 DR1037  PID         -  DR1037
 DR1037  STATE/COUNTY-  NM/CHAVES
 DR1037  USGS QUAD   -  HAGERMAN SW (1975)
 DR1037
 DR1037                         *CURRENT SURVEY CONTROL
 DR1037  ___________________________________________________________________
 DR1037* NAD 83(1992)-  33 00 33.53395(N)    104 29 07.56106(W)     ADJUSTED  
 DR1037* NAVD 88     -      1091.     (meters)    3579.     (feet)  SCALED    
 DR1037  ___________________________________________________________________
 DR1037  LAPLACE CORR-          -1.76  (seconds)                    DEFLEC99
 DR1037  GEOID HEIGHT-         -23.09  (meters)                     GEOID03
 DR1037
 DR1037  HORZ ORDER  -  THIRD
 DR1037
 DR1037.The horizontal coordinates were established by classical geodetic methods
 DR1037.and adjusted by the National Geodetic Survey in December 1993..
 DR1037
 DR1037.The orthometric height was scaled from a topographic map.
 DR1037
 DR1037.The Laplace correction was computed from DEFLEC99 derived deflections.
 DR1037
 DR1037.The geoid height was determined by GEOID03.
 DR1037
 DR1037;                    North         East     Units Scale Factor Converg.
 DR1037;SPC NM E     -   222,796.815   150,788.518   MT  0.99991158   -0 04 58.3
 DR1037;SPC NM E     -   730,959.22    494,712.00   sFT  0.99991158   -0 04 58.3
 DR1037;UTM  13      - 3,652,437.185   548,063.860   MT  0.99962848   +0 16 49.2
 DR1037
 DR1037!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR1037!SPC NM E     -   0.99983244  x   0.99991158  =   0.99974403
 DR1037!UTM  13      -   0.99983244  x   0.99962848  =   0.99946098
 DR1037
 DR1037                          SUPERSEDED SURVEY CONTROL
 DR1037
 DR1037  NAD 83(1986)-  33 00 33.53926(N)    104 29 07.55220(W) AD(       ) 3
 DR1037
 DR1037.Superseded values are not recommended for survey control.
 DR1037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR1037.See file dsdata.txt to determine how the superseded data were derived.
 DR1037
 DR1037_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES4806452437(NAD 83)
 DR1037_MARKER: DS = TRIANGULATION STATION DISK
 DR1037_SETTING: 0 = UNSPECIFIED SETTING
 DR1037_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR1037
 DR1037  HISTORY     - Date     Condition        Report By
 DR1037  HISTORY     - 1948     MONUMENTED       USGS
 DR1037
 DR1037                          STATION DESCRIPTION
 DR1037
 DR1037'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 DR1037'STATION IS LOCATED IN SEC. 18, T 15 S, R 25 E, 16.92 FT. E. OF THE W.
 DR1037'LINE AND 450 FT. N. OF THE S. LINE, ABOUT 7 MI. W. AND 1 MI. N. OF
 DR1037'LAKE ARTHUR, NEW MEXICO, ABOUT 640 FT. E. OF THE GRADED RD. TO A
 DR1037'RANCH HOUSE.  ON THE HIGHEST POINT OF A HILL ABOUT 1-1/4 MI. N. OF
 DR1037'COTTONWOOD CREEK.  A USGS STANDARD TABLET STAMPED---CSAWA NO. 1
 DR1037'1948---, CEMENTED IN THE TOP OF A CONCRETE POST.
 DR1037'
 DR1037'TO REACH STATION FROM THE DEPOT IN LAKE ARTHUR, NEW MEXICO, GO S. ON
 DR1037'U.S. HIGHWAY 285 FOR 1.4 MI. TO JUNCTION OF A GRADED RD. W., TURN W.
 DR1037'AND FOLLOW MAIN ROAD FOR 7-3/4 MI. TO THE JUNCTION OF A GRADED RD. N.
 DR1037'THROUGH WIRE GATE.  TURN N. AND FOLLOW MAIN ROAD N-NE. FOR ABOUT 2
 DR1037'MI. TO A STONE RANCH HOUSE.  PASS THROUGH GATE S. OF HOUSE AND TURN
 DR1037'NE. ON GRADED ROAD FOR ABOUT 0.3 MI., LEAVE RD. AND DRIVE E. TO
 DR1037'HIGHEST POINT OF RIDGE AND STATION.
 DR1037'
 DR1037'STATION MARK--A USGS STANDARD TABLET STAMPED---CSAWA NO. 1 1948---,
 DR1037'CEMENTED IN THE TOP OF A CONCRETE POST SET 2 FT. IN GROUND AND ON
 DR1037'BEDROCK AND PROTRUDING ABOUT 2 FT. ABOVE GROUND LEVEL.  SURROUNDED
 DR1037'BY A DIRT MOUND TO WITHIN 2 IN. OF THE TOP AND ABOUT 4 FT. IN
 DR1037'DIAMETER.
 DR1037'
 DR1037'LAND OFFICE TIE--A GLO SECTION CORNER.  STANDARD IRON PIPE WITH
 DR1037'BRONZE CAP STAMPED---S. 13, S. 18, S. 24, S. 19, T 15 S, R 24 AND 25 E
 DR1037'1758.00 FT. FROM STATION
 DR1037'
 DR1037'REFERENCE MARK NO. 1--A STEEL ROD DRIVEN IN GROUND 3 FT. AND SET IN
 DR1037'MOUND OF DIRT E. FROM STATION 27.550 FT.
 DR1037'27 MINUTES.
 DR1037'
 DR1037'REFERENCE MARK NO. 2--A STEEL ROD DRIVEN 3 FT. IN GROUND AND SET IN A
 DR1037'MOUND OF DIRT S. FROM STATION 26.385 FT.
 DR1037'29 MINUTES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0775 ***********************************************************************
 FN0775  DESIGNATION -  CSFC 107
 FN0775  PID         -  FN0775
 FN0775  STATE/COUNTY-  NM/SANTA FE
 FN0775  USGS QUAD   -  SANTA FE (1993)
 FN0775
 FN0775                         *CURRENT SURVEY CONTROL
 FN0775  ___________________________________________________________________
 FN0775* NAD 83(1992)-  35 38 18.40969(N)    105 57 00.70614(W)     ADJUSTED  
 FN0775* NAVD 88     -      2115.4    (meters)    6940.     (feet)  GPS OBS   
 FN0775  ___________________________________________________________________
 FN0775  X           -  -1,426,545.032 (meters)                     COMP
 FN0775  Y           -  -4,991,324.487 (meters)                     COMP
 FN0775  Z           -   3,696,884.437 (meters)                     COMP
 FN0775  LAPLACE CORR-          10.55  (seconds)                    DEFLEC99
 FN0775  ELLIP HEIGHT-        2096.80  (meters)          (09/28/01) GPS OBS
 FN0775  GEOID HEIGHT-         -18.58  (meters)                     GEOID03
 FN0775
 FN0775  HORZ ORDER  -  FIRST
 FN0775  ELLP ORDER  -  FOURTH    CLASS I
 FN0775
 FN0775.The horizontal coordinates were established by GPS observations
 FN0775.and adjusted by the National Geodetic Survey in March 1994..
 FN0775
 FN0775.The orthometric height was determined by GPS observations and a
 FN0775.high-resolution geoid model.
 FN0775
 FN0775.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FN0775
 FN0775.The Laplace correction was computed from DEFLEC99 derived deflections.
 FN0775
 FN0775.The ellipsoidal height was determined by GPS observations
 FN0775.and is referenced to NAD 83.
 FN0775
 FN0775.The geoid height was determined by GEOID03.
 FN0775
 FN0775;                    North         East     Units Scale Factor Converg.
 FN0775;SPC NM C     -   514,441.958   527,151.592   MT  0.99990908   +0 10 28.9
 FN0775;SPC NM C     - 1,687,798.32  1,729,496.51   sFT  0.99990908   +0 10 28.9
 FN0775;UTM  13      - 3,944,263.839   413,970.611   MT  0.99969120   -0 33 13.3
 FN0775
 FN0775!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FN0775!SPC NM C     -   0.99967100  x   0.99990908  =   0.99958011
 FN0775!UTM  13      -   0.99967100  x   0.99969120  =   0.99936230
 FN0775
 FN0775                          SUPERSEDED SURVEY CONTROL
 FN0775
 FN0775  ELLIP H (03/21/94) 2096.84   (m)                       GP(       ) 3 1
 FN0775
 FN0775.Superseded values are not recommended for survey control.
 FN0775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0775.See file dsdata.txt to determine how the superseded data were derived.
 FN0775
 FN0775_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV1397144264(NAD 83)
 FN0775_MARKER: DD = SURVEY DISK
 FN0775_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FN0775_SP_SET: CONCRETE POST
 FN0775_STAMPING: CSFC-107
 FN0775_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FN0775_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FN0775_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FN0775+SATELLITE: SATELLITE OBSERVATIONS - July 10, 1992
 FN0775
 FN0775  HISTORY     - Date     Condition        Report By
 FN0775  HISTORY     - 1982     MONUMENTED       LOCENG
 FN0775  HISTORY     - 19920710 GOOD
 FN0775  HISTORY     - 20060118 GOOD             GEOCAC
 FN0775
 FN0775                          STATION DESCRIPTION
 FN0775
 FN0775'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982
 FN0775'FROM THE INTERSECTION OF SAWMILL AND RODEO ROADS IN SANTA FE, GO EAST
 FN0775'ON RODEO ROAD APPROXIMATELY 0.5 MILES TO THE LDS CHURCH ON THE SOUTH
 FN0775'(RIGHT) SIDE OF RODEO ROAD. STATION IS APPROXIMATELY 15 FEET FROM
 FN0775'THE SOUTH EDGE OF THE ROAD IN THE CHURCH LAWN. STATION IS A BRASS
 FN0775'CAP SET IN CONCRETE AND MARKED CSFC-107.
 FN0775
 FN0775                          STATION RECOVERY (1992)
 FN0775
 FN0775'RECOVERED 1992
 FN0775'RECOVERED IN GOOD CONDITION.
 FN0775
 FN0775                          STATION RECOVERY (2006)
 FN0775
 FN0775'RECOVERY NOTE BY GEOCACHING 2006 (BMC)
 FN0775'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0776 ***********************************************************************
 FN0776  DESIGNATION -  CSFC 51
 FN0776  PID         -  FN0776
 FN0776  STATE/COUNTY-  NM/SANTA FE
 FN0776  USGS QUAD   -  SANTA FE (1993)
 FN0776
 FN0776                         *CURRENT SURVEY CONTROL
 FN0776  ___________________________________________________________________
 FN0776* NAD 83(1992)-  35 41 47.41231(N)    105 57 45.23982(W)     ADJUSTED  
 FN0776* NAVD 88     -      2147.1    (meters)    7044.     (feet)  GPS OBS   
 FN0776  ___________________________________________________________________
 FN0776  X           -  -1,426,596.491 (meters)                     COMP
 FN0776  Y           -  -4,987,428.877 (meters)                     COMP
 FN0776  Z           -   3,702,137.866 (meters)                     COMP
 FN0776  LAPLACE CORR-          10.81  (seconds)                    DEFLEC99
 FN0776  ELLIP HEIGHT-        2128.55  (meters)          (09/28/01) GPS OBS
 FN0776  GEOID HEIGHT-         -18.53  (meters)                     GEOID03
 FN0776
 FN0776  HORZ ORDER  -  FIRST
 FN0776  ELLP ORDER  -  FOURTH    CLASS I
 FN0776
 FN0776.The horizontal coordinates were established by GPS observations
 FN0776.and adjusted by the National Geodetic Survey in March 1994..
 FN0776
 FN0776.The orthometric height was determined by GPS observations and a
 FN0776.high-resolution geoid model.
 FN0776
 FN0776.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FN0776
 FN0776.The Laplace correction was computed from DEFLEC99 derived deflections.
 FN0776
 FN0776.The ellipsoidal height was determined by GPS observations
 FN0776.and is referenced to NAD 83.
 FN0776
 FN0776.The geoid height was determined by GEOID03.
 FN0776
 FN0776;                    North         East     Units Scale Factor Converg.
 FN0776;SPC NM C     -   520,879.505   526,012.423   MT  0.99990834   +0 10 03.8
 FN0776;SPC NM C     - 1,708,918.84  1,725,759.09   sFT  0.99990834   +0 10 03.8
 FN0776;UTM  13      - 3,950,713.960   412,913.656   MT  0.99969345   -0 33 42.1
 FN0776
 FN0776!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FN0776!SPC NM C     -   0.99966603  x   0.99990834  =   0.99957440
 FN0776!UTM  13      -   0.99966603  x   0.99969345  =   0.99935958
 FN0776
 FN0776                          SUPERSEDED SURVEY CONTROL
 FN0776
 FN0776  ELLIP H (03/21/94) 2128.59   (m)                       GP(       ) 3 1
 FN0776
 FN0776.Superseded values are not recommended for survey control.
 FN0776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0776.See file dsdata.txt to determine how the superseded data were derived.
 FN0776
 FN0776_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV1291450714(NAD 83)
 FN0776_MARKER: DD = SURVEY DISK
 FN0776_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FN0776_SP_SET: CONCRETE POST
 FN0776_STAMPING: NO. 51 NOV 1981 NMLS 5824
 FN0776_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FN0776_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FN0776_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FN0776+SATELLITE: SATELLITE OBSERVATIONS - July 11, 1992
 FN0776
 FN0776  HISTORY     - Date     Condition        Report By
 FN0776  HISTORY     - 1982     MONUMENTED       LOCENG
 FN0776  HISTORY     - 19920711 GOOD
 FN0776
 FN0776                          STATION DESCRIPTION
 FN0776
 FN0776'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982
 FN0776'FROM THE INTERSECTION OF ST. FRANCIS DRIVE AND ALAMO STREET IN SANTA
 FN0776'FE, GO 0.3 MILES WEST ON ALAMO TO A FOUR WAY STOP AT CRUCITAS. GO
 FN0776'NORTH (RIGHT) ON CRUCITAS 0.2 MILES TO THE FRANK S. ORTIZ CITY PARK.
 FN0776'THE STATION IS AT THE TOP OF AN EMBANKMENT AT THE SOUTH END OF THE
 FN0776'PARK APPROXIMATELY 350 FEET FROM THE PARKING LOT. THE STATION IS A
 FN0776'BRASS CAP IN CONCRETE MARKED SANTA FE CONTROL NO. 51.
 FN0776
 FN0776                          STATION RECOVERY (1992)
 FN0776
 FN0776'RECOVERED 1992
 FN0776'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0777 ***********************************************************************
 FN0777  DESIGNATION -  CSFC 67
 FN0777  PID         -  FN0777
 FN0777  STATE/COUNTY-  NM/SANTA FE
 FN0777  USGS QUAD   -  SANTA FE (1993)
 FN0777
 FN0777                         *CURRENT SURVEY CONTROL
 FN0777  ___________________________________________________________________
 FN0777* NAD 83(1992)-  35 43 21.97284(N)    105 55 05.37816(W)     ADJUSTED  
 FN0777* NAVD 88     -      2271.5    (meters)    7452.     (feet)  GPS OBS   
 FN0777  ___________________________________________________________________
 FN0777  X           -  -1,422,291.733 (meters)                     COMP
 FN0777  Y           -  -4,986,994.058 (meters)                     COMP
 FN0777  Z           -   3,704,577.956 (meters)                     COMP
 FN0777  LAPLACE CORR-          12.85  (seconds)                    DEFLEC99
 FN0777  ELLIP HEIGHT-        2253.32  (meters)          (09/28/01) GPS OBS
 FN0777  GEOID HEIGHT-         -18.16  (meters)                     GEOID03
 FN0777
 FN0777  HORZ ORDER  -  FIRST
 FN0777  ELLP ORDER  -  FOURTH    CLASS I
 FN0777
 FN0777.The horizontal coordinates were established by GPS observations
 FN0777.and adjusted by the National Geodetic Survey in March 1994..
 FN0777
 FN0777.The orthometric height was determined by GPS observations and a
 FN0777.high-resolution geoid model.
 FN0777
 FN0777.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FN0777
 FN0777.The Laplace correction was computed from DEFLEC99 derived deflections.
 FN0777
 FN0777.The ellipsoidal height was determined by GPS observations
 FN0777.and is referenced to NAD 83.
 FN0777
 FN0777.The geoid height was determined by GEOID03.
 FN0777
 FN0777;                    North         East     Units Scale Factor Converg.
 FN0777;SPC NM C     -   523,806.300   530,021.283   MT  0.99991110   +0 11 37.5
 FN0777;SPC NM C     - 1,718,521.17  1,738,911.49   sFT  0.99991110   +0 11 37.5
 FN0777;UTM  13      - 3,953,588.834   416,958.569   MT  0.99968497   -0 32 10.0
 FN0777
 FN0777!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FN0777!SPC NM C     -   0.99964646  x   0.99991110  =   0.99955759
 FN0777!UTM  13      -   0.99964646  x   0.99968497  =   0.99933154
 FN0777
 FN0777                          SUPERSEDED SURVEY CONTROL
 FN0777
 FN0777  ELLIP H (03/21/94) 2253.36   (m)                       GP(       ) 3 1
 FN0777
 FN0777.Superseded values are not recommended for survey control.
 FN0777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0777.See file dsdata.txt to determine how the superseded data were derived.
 FN0777
 FN0777_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV1695953589(NAD 83)
 FN0777_MARKER: DD = SURVEY DISK
 FN0777_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FN0777_SP_SET: CONCRETE POST
 FN0777_STAMPING: NO. 67 NOV. 1981 NMLS 5824
 FN0777_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FN0777_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FN0777_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FN0777+SATELLITE: SATELLITE OBSERVATIONS - July 14, 1992
 FN0777
 FN0777  HISTORY     - Date     Condition        Report By
 FN0777  HISTORY     - 1981     MONUMENTED       LOCENG
 FN0777  HISTORY     - 19920714 GOOD
 FN0777
 FN0777                          STATION DESCRIPTION
 FN0777
 FN0777'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1981
 FN0777'FROM THE INTERSECTION OF US 84/285 AND ENCANTADO ROAD IN SANTA FE, GO
 FN0777'EAST ON ENCANTADO ROAD FOR 0.6 MILES TO BISHOPS LODGE ROAD. GO NORTH
 FN0777'FOR 0.15 MILES TO CIRCLE DRIVE AND TURN NORTHWEST ON CIRCLE DRIVE
 FN0777'FOR 0.6 MILES TO THE TOP OF THE DRIVE AND THE START OF A TURN TO THE
 FN0777'WEST AND A STEEP NORTH RIDGE ON THE NORTH (RIGHT) SIDE OF THE ROAD.
 FN0777'THE STATION IS APPROXIMATELY 30 FEET EAST OF THE EDGE OF THE ROAD AND
 FN0777'IS A BRASS CAP SET IN CONCRETE MARKED SANTA FE CONTROL NO 67, NOV
 FN0777'1981 NMLS 5824.
 FN0777
 FN0777                          STATION RECOVERY (1992)
 FN0777
 FN0777'RECOVERED 1992
 FN0777'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1740 ***********************************************************************
 FO1740  DESIGNATION -  CSFC HUD 2
 FO1740  PID         -  FO1740
 FO1740  STATE/COUNTY-  NM/SANTA FE
 FO1740  USGS QUAD   -  AGUA FRIA (1993)
 FO1740
 FO1740                         *CURRENT SURVEY CONTROL
 FO1740  ___________________________________________________________________
 FO1740* NAD 83(1992)-  35 39 53.54153(N)    106 01 06.14864(W)     ADJUSTED  
 FO1740* NAVD 88     -      2033.6    (meters)    6672.     (feet)  GPS OBS   
 FO1740  ___________________________________________________________________
 FO1740  X           -  -1,431,993.254 (meters)                     COMP
 FO1740  Y           -  -4,987,916.207 (meters)                     COMP
 FO1740  Z           -   3,699,219.791 (meters)                     COMP
 FO1740  LAPLACE CORR-           8.98  (seconds)                    DEFLEC99
 FO1740  ELLIP HEIGHT-        2014.67  (meters)          (09/28/01) GPS OBS
 FO1740  GEOID HEIGHT-         -18.94  (meters)                     GEOID03
 FO1740
 FO1740  HORZ ORDER  -  FIRST
 FO1740  ELLP ORDER  -  FOURTH    CLASS I
 FO1740
 FO1740.The horizontal coordinates were established by GPS observations
 FO1740.and adjusted by the National Geodetic Survey in March 1994..
 FO1740
 FO1740.The orthometric height was determined by GPS observations and a
 FO1740.high-resolution geoid model.
 FO1740
 FO1740.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FO1740
 FO1740.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1740
 FO1740.The ellipsoidal height was determined by GPS observations
 FO1740.and is referenced to NAD 83.
 FO1740
 FO1740.The geoid height was determined by GEOID03.
 FO1740
 FO1740;                    North         East     Units Scale Factor Converg.
 FO1740;SPC NM C     -   517,356.966   520,970.121   MT  0.99990542   +0 08 06.2
 FO1740;SPC NM C     - 1,697,361.98  1,709,216.14   sFT  0.99990542   +0 08 06.2
 FO1740;UTM  13      - 3,947,256.589   407,827.994   MT  0.99970469   -0 35 37.7
 FO1740
 FO1740!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1740!SPC NM C     -   0.99968389  x   0.99990542  =   0.99958934
 FO1740!UTM  13      -   0.99968389  x   0.99970469  =   0.99938867
 FO1740
 FO1740                          SUPERSEDED SURVEY CONTROL
 FO1740
 FO1740  ELLIP H (03/21/94) 2014.71   (m)                       GP(       ) 3 1
 FO1740
 FO1740.Superseded values are not recommended for survey control.
 FO1740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1740.See file dsdata.txt to determine how the superseded data were derived.
 FO1740
 FO1740_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV0782847257(NAD 83)
 FO1740_MARKER: DD = SURVEY DISK
 FO1740_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FO1740_SP_SET: CONCRETE POST
 FO1740_STAMPING: CITY OF SF HUD 2 1977
 FO1740_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FO1740_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FO1740_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FO1740+SATELLITE: SATELLITE OBSERVATIONS - July 11, 1992
 FO1740
 FO1740  HISTORY     - Date     Condition        Report By
 FO1740  HISTORY     - 1982     MONUMENTED       LOCENG
 FO1740  HISTORY     - 19920711 GOOD
 FO1740
 FO1740                          STATION DESCRIPTION
 FO1740
 FO1740'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982
 FO1740'FROM THE INTERSECTION OF AGUA FRIA AND COUNTY ROAD 68A AT THE SAN
 FO1740'ISYDRO RECTORY ON THE SOUTH SIDE OF AGUA FRIA, GO NORTH FORDING THE
 FO1740'ARROYO AND CONTINUE O.6 MILES TO COUNTY ROAD 70. GO WEST ON COUNTY
 FO1740'ROAD 70 FOR 0.1 MILES TO A NORTH - SOUTH POWERLINE. GO SOUTH
 FO1740'APPROXIMATELY 500 FEET UNDER THE POWERLINE TO THE STATION. THE
 FO1740'STATION IS A BRASS CAP SET IN CONCRETE MARKED BOHANNAN WESTMAN HUSTON
 FO1740'AND ASSOC CITY OF SF HUD 2 1977.
 FO1740
 FO1740                          STATION RECOVERY (1992)
 FO1740
 FO1740'RECOVERED 1992
 FO1740'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ1105 ***********************************************************************
 EQ1105  DESIGNATION -  CTLCQQ 1
 EQ1105  PID         -  EQ1105
 EQ1105  STATE/COUNTY-  NM/VALENCIA
 EQ1105  USGS QUAD   -  TOME NE (1991)
 EQ1105
 EQ1105                         *CURRENT SURVEY CONTROL
 EQ1105  ___________________________________________________________________
 EQ1105* NAD 83(1992)-  34 42 29.99279(N)    106 30 43.77401(W)     ADJUSTED  
 EQ1105* NAVD 88     -      1727.8    (meters)    5669.     (feet)  VERTCON   
 EQ1105  ___________________________________________________________________
 EQ1105  LAPLACE CORR-          12.48  (seconds)                    DEFLEC99
 EQ1105  GEOID HEIGHT-         -20.64  (meters)                     GEOID03
 EQ1105
 EQ1105  HORZ ORDER  -  THIRD
 EQ1105
 EQ1105.The horizontal coordinates were established by classical geodetic methods
 EQ1105.and adjusted by the National Geodetic Survey in December 1993..
 EQ1105
 EQ1105.The NAVD 88 height was computed by applying the VERTCON shift value to
 EQ1105.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EQ1105
 EQ1105.The Laplace correction was computed from DEFLEC99 derived deflections.
 EQ1105
 EQ1105.The geoid height was determined by GEOID03.
 EQ1105
 EQ1105;                    North         East     Units Scale Factor Converg.
 EQ1105;SPC NM C     -   411,251.623   475,985.706   MT  0.99990711   -0 08 57.4
 EQ1105;SPC NM C     - 1,349,248.03  1,561,629.77   sFT  0.99990711   -0 08 57.4
 EQ1105;UTM  13      - 3,841,739.559   361,519.407   MT  0.99983636   -0 51 40.2
 EQ1105
 EQ1105!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EQ1105!SPC NM C     -   0.99973209  x   0.99990711  =   0.99963923
 EQ1105!UTM  13      -   0.99973209  x   0.99983636  =   0.99956850
 EQ1105
 EQ1105                          SUPERSEDED SURVEY CONTROL
 EQ1105
 EQ1105  NAD 83(1992)-  34 42 29.99836(N)    106 30 43.77369(W) AD(       ) 3
 EQ1105  NGVD 29 (01/22/92) 1727.0    (m)         5666.     (f) VERT ANG       
 EQ1105
 EQ1105.Superseded values are not recommended for survey control.
 EQ1105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ1105.See file dsdata.txt to determine how the superseded data were derived.
 EQ1105
 EQ1105_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU6151941740(NAD 83)
 EQ1105_MARKER: Z = SEE DESCRIPTION
 EQ1105_SETTING: 0 = UNSPECIFIED SETTING
 EQ1105_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EQ1105
 EQ1105  HISTORY     - Date     Condition        Report By
 EQ1105  HISTORY     - 1950     MONUMENTED       USGS
 EQ1105
 EQ1105                          STATION DESCRIPTION
 EQ1105
 EQ1105'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 EQ1105'STATION IS LOCATED 14.5 MI. (AIRLINE) SE. OF LOS LUNAS AND 16.0 MI.
 EQ1105'(AIRLINE) NE. OF BELEN.  IT IS ABOUT 1.5 MI. S. OF SE. CORNER OF
 EQ1105'SEC. 10, T 6 N, R 4 E.  IT IS 662.6 FT. NE. OF BENCH MARK --35 S
 EQ1105'1946--.  STATION IS 349.02 FT. N. OF AN OLD WELL, WHICH HAS BEEN
 EQ1105'PLUGGED.
 EQ1105'
 EQ1105'STATION MARK--COPPER NAIL AND WASHER IN CONCRETE POST, PROJECTING
 EQ1105'0.2 FT. ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1556 ***********************************************************************
 FO1556  DESIGNATION -  CUBA
 FO1556  PID         -  FO1556
 FO1556  STATE/COUNTY-  NM/SANDOVAL
 FO1556  USGS QUAD   -  MESA PORTALES (1989)
 FO1556
 FO1556                         *CURRENT SURVEY CONTROL
 FO1556  ___________________________________________________________________
 FO1556* NAD 83(1992)-  35 59 48.63476(N)    107 00 50.10239(W)     ADJUSTED  
 FO1556* NAVD 88     -      2364.3    (meters)    7757.     (feet)  VERTCON   
 FO1556  ___________________________________________________________________
 FO1556  LAPLACE CORR-           6.62  (seconds)                    DEFLEC99
 FO1556  GEOID HEIGHT-         -19.65  (meters)                     GEOID03
 FO1556
 FO1556  HORZ ORDER  -  SECOND
 FO1556
 FO1556.The horizontal coordinates were established by classical geodetic methods
 FO1556.and adjusted by the National Geodetic Survey in December 1993..
 FO1556
 FO1556.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1556.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1556
 FO1556.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1556
 FO1556.The geoid height was determined by GEOID03.
 FO1556
 FO1556;                    North         East     Units Scale Factor Converg.
 FO1556;SPC NM C     -   554,432.494   431,125.903   MT  0.99995843   -0 26 56.4
 FO1556;SPC NM C     - 1,819,000.61  1,414,452.23   sFT  0.99995843   -0 26 56.4
 FO1556;UTM  13      - 3,985,473.823   318,471.528   MT  1.00000605   -1 11 02.3
 FO1556
 FO1556!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1556!SPC NM C     -   0.99963215  x   0.99995843  =   0.99959059
 FO1556!UTM  13      -   0.99963215  x   1.00000605  =   0.99963820
 FO1556
 FO1556|---------------------------------------------------------------------|
 FO1556| PID    Reference Object                     Distance      Geod. Az  |
 FO1556|                                                           dddmmss.s |
 FO1556| CD3330 CUBA RM 1                            13.661 METERS 04017     |
 FO1556| GN0478 NACAMIENTO                          APPROX.14.9 KM 0742121.7 |
 FO1556| CD3331 CUBA RM 2                            14.708 METERS 13957     |
 FO1556|---------------------------------------------------------------------|
 FO1556
 FO1556                          SUPERSEDED SURVEY CONTROL
 FO1556
 FO1556  NAD 83(1986)-  35 59 48.63606(N)    107 00 50.10704(W) AD(       ) 2
 FO1556  NAD 27      -  35 59 48.57260(N)    107 00 47.96910(W) AD(       ) 2
 FO1556  NGVD 29 (07/19/86) 2363.2    (m)         7753.     (f) VERT ANG       
 FO1556
 FO1556.Superseded values are not recommended for survey control.
 FO1556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1556.See file dsdata.txt to determine how the superseded data were derived.
 FO1556
 FO1556_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV1847285474(NAD 83)
 FO1556_MARKER: DS = TRIANGULATION STATION DISK
 FO1556_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FO1556
 FO1556  HISTORY     - Date     Condition        Report By
 FO1556  HISTORY     - 1958     MONUMENTED       CGS
 FO1556  HISTORY     - 1960     GOOD             CGS
 FO1556
 FO1556                          STATION DESCRIPTION
 FO1556
 FO1556'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RLE)
 FO1556'THE STATION IS LOCATED ON THE HIGHEST POINT OF THE CUBA MESA
 FO1556'WHICH IS HEAVILY COVERED BY TIMBER AND THE HIGHEST POINT IS
 FO1556'NEAR THE CENTER OF THE MESA, ABOUT 4 MILES SOUTHWEST OF CUBA,
 FO1556'ABOUT 1 MILE NORTH OF THE SOUTH RIMROCK END OF THE MESA AND
 FO1556'ABOUT 0.3 MILE WEST OF THE EAST RIMROCK EDGE OF THE MESA AND
 FO1556'6 FEET EAST OF A WITNESS POST.  THE MARK PROJECTS 3 INCHES ABOVE
 FO1556'THE SURFACE OF THE GROUND AND IS STAMPED CUBA 1958.
 FO1556'
 FO1556'REFERENCE MARK NO. 1 IS ABOUT THE SAME ELEVATION AS THE STATION.
 FO1556'THE MARK PROJECTS 4 INCHES ABOVE THE SURFACE OF THE GROUND AND
 FO1556'IS STAMPED CUBA NO 1 1958.
 FO1556'
 FO1556'REFERENCE MARK NO. 2 IS 12 FEET NORTH OF A TRIANGLE BLAZED
 FO1556'PINE TREE.  THE MARK IS A STANDARD DISK CEMENTED IN A DRILL
 FO1556'HOLE IN OUTCROPPING BEDROCK, SET FLUSH WITH THE SURROUNDING
 FO1556'SURFACE AND IS STAMPED CUBA NO 2 1958.
 FO1556'
 FO1556'NO SUITABLE LOCATION FOR A AZIMUTH MARK.
 FO1556'
 FO1556'TO REACH THE STATION FROM THE POST OFFICE IN CUBA, GO NORTHWEST
 FO1556'ON STATE HIGHWAY NO. 44 FOR 3.5 MILES TO THE JUNCTION OF STATE
 FO1556'HIGHWAY NO. 96, CONTINUE WEST ON STATE HIGHWAY NO. 44 FOR 1.6
 FO1556'MILES TO A TRACK ROAD ON THE LEFT AND A WIRE GATE, TURN LEFT
 FO1556'AND PASS THROUGH THE WIRE GATE AND GO SOUTH FOR 0.2 MILE TO
 FO1556'A FORK, TAKE THE RIGHT FORK AND GO SOUTH FOR 3.1 MILES TO A
 FO1556'FORK, TAKE THE RIGHT FORK AND GO SOUTH FOR 0.8 MILE TO A 20-INCH
 FO1556'TRIANGLE BLAZED PINE TREE ON THE LEFT AND A DIM TRACK
 FO1556'ROAD, TURN LEFT AND GO SOUTHEAST ON THE DIM TRACK ROAD FOR
 FO1556'1.5 MILE TO THE END OF THE TRACK ROAD, FROM HERE GO
 FO1556'SOUTHERLY PICKING WAY ACROSS COUNTRY FOR 1.0 MILE TO THE
 FO1556'HIGHEST PART OF THE MESA AND THE STATION AS DESCRIBED.
 FO1556'
 FO1556'THIS IS A 4-WHEEL DRIVE STATION.
 FO1556'
 FO1556'HEIGHT OF LIGHT ABOVE STATION MARK 14.1 METERS.
 FO1556
 FO1556                          STATION RECOVERY (1960)
 FO1556
 FO1556'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HWK)
 FO1556'ALL MARKS WERE RECOVERED AS DESCRIBED IN 1958 AND FOUND TO BE
 FO1556'IN GOOD CONDITION.
 FO1556'
 FO1556'THE DISTANCE AND DIRECTIONS TO THE REFERENCE MARKS WERE VERIFIED.
 FO1556'
 FO1556'DUE TO SLIGHT CHANGES IN THE TO REACH, A COMPLETE NEW TO REACH
 FO1556'FOLLOWS--
 FO1556'
 FO1556'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 44
 FO1556'AND 96, APPROXIMATELY 3-1/2 MILES NORTH OF CUBA, GO NORTH ON
 FO1556'HIGHWAY 44 FOR 1.5 MILES TO A TRACK ROAD ON THE LEFT.  TURN
 FO1556'LEFT, PASSING THROUGH A STEEL GATE AND GO WESTERLY ON THE TRACK
 FO1556'ROAD 0.2 MILE TO A FORK.  TAKE THE RIGHT FORK AND GO 0.15 MILE
 FO1556'TO A FORK.  TAKE THE LEFT FORK AND FOLLOW THE TRACK ROAD
 FO1556'WESTERLY 3.0 MILES TO A FORK.  TAKE THE RIGHT FORK AND GO 0.8
 FO1556'MILE TO A TRIANGLAR BLAZED, 20-INCH PINE TREE ON THE LEFT.
 FO1556'TURN LEFT AND FOLLOW A TRACK ROAD 1.3 MILES TO ANOTHER BLAZED
 FO1556'TREE ON THE LEFT.  (THIS IS JUST BEFORE THE MAIN TRACK
 FO1556'ROAD GOES OVER THE POINT OF A RIDGE.) TURN SHARP LEFT,
 FO1556'BETWEEN TWO PINE TREES, AND GO WESTERLY ON DIM TRACKS ALONG A
 FO1556'ROCKY RIDGE 1.5 MILES TO THE HIGHEST PART OF THE HILL AND THE
 FO1556'STATION IN A SMALL CLEARING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS1165 ***********************************************************************
 DS1165  DESIGNATION -  CUBIC CENTER
 DS1165  PID         -  DS1165
 DS1165  STATE/COUNTY-  NM/OTERO
 DS1165  USGS QUAD   -  TULAROSA PEAK (1981)
 DS1165
 DS1165                         *CURRENT SURVEY CONTROL
 DS1165  ___________________________________________________________________
 DS1165* NAD 83(1992)-  33 06 23.92263(N)    106 09 49.35017(W)     ADJUSTED  
 DS1165* NAVD 88     -      1260.29   (+/-2cm)    4134.8    (feet)  VERTCON   
 DS1165  ___________________________________________________________________
 DS1165  LAPLACE CORR-           5.39  (seconds)                    DEFLEC99
 DS1165  GEOID HEIGHT-         -22.63  (meters)                     GEOID03
 DS1165
 DS1165  HORZ ORDER  -  FIRST
 DS1165  VERT ORDER  -  THIRD ? (See Below)
 DS1165
 DS1165.The horizontal coordinates were established by classical geodetic methods
 DS1165.and adjusted by the National Geodetic Survey in December 1993..
 DS1165
 DS1165.The NAVD 88 height was computed by applying the VERTCON shift value to
 DS1165.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DS1165.The vertical order pertains to the NGVD 29 superseded value.
 DS1165
 DS1165.The Laplace correction was computed from DEFLEC99 derived deflections.
 DS1165
 DS1165.The geoid height was determined by GEOID03.
 DS1165
 DS1165;                    North         East     Units Scale Factor Converg.
 DS1165;SPC NM C     -   233,581.199   508,053.709   MT  0.99990080   +0 02 49.7
 DS1165;SPC NM C     -   766,340.98  1,666,839.54   sFT  0.99990080   +0 02 49.7
 DS1165;UTM  13      - 3,663,712.066   391,419.146   MT  0.99974536   -0 38 08.4
 DS1165
 DS1165!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS1165!SPC NM C     -   0.99980573  x   0.99990080  =   0.99970655
 DS1165!UTM  13      -   0.99980573  x   0.99974536  =   0.99955114
 DS1165
 DS1165:                Primary Azimuth Mark                     Grid Az
 DS1165:SPC NM C     -  COWAN 2 RESET                            006 47 38.7
 DS1165:UTM  13      -  COWAN 2 RESET                            007 28 36.8
 DS1165
 DS1165|---------------------------------------------------------------------|
 DS1165| PID    Reference Object                     Distance      Geod. Az  |
 DS1165|                                                           dddmmss.s |
 DS1165| DS1172 COWAN 2 RESET                       APPROX. 2.9 KM 0065028.4 |
 DS1165| CD2749 CUBIC CENTER RM 1                    19.232 METERS 20334     |
 DS1165| CD2750 CUBIC CENTER RM 2                    22.091 METERS 30834     |
 DS1165|---------------------------------------------------------------------|
 DS1165
 DS1165                          SUPERSEDED SURVEY CONTROL
 DS1165
 DS1165  NAD 83(1986)-  33 06 23.92988(N)    106 09 49.35290(W) AD(       ) 1
 DS1165  NAD 27      -  33 06 23.63357(N)    106 09 47.37276(W) AD(       ) 1
 DS1165  NGVD 29 (07/19/86) 1259.68   (m)         4132.8    (f) LEVELING    3  
 DS1165
 DS1165.Superseded values are not recommended for survey control.
 DS1165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS1165.See file dsdata.txt to determine how the superseded data were derived.
 DS1165
 DS1165_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS9141963712(NAD 83)
 DS1165_MARKER: DD = SURVEY DISK
 DS1165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS1165
 DS1165  HISTORY     - Date     Condition        Report By
 DS1165  HISTORY     - 1967     MONUMENTED       DMA
 DS1165
 DS1165                          STATION DESCRIPTION
 DS1165
 DS1165'DESCRIBED BY DEFENSE MAP AGENCY 1967 (JWC)
 DS1165'THE STATION IS ABOUT 15-3/4 MILES SOUTH-SOUTHWEST OF THREE RIVERS,
 DS1165'10-1/2 MILES EAST OF THE SIERRA-OTERO COUNTY LINE AND 9 MILES
 DS1165'WEST-NORTHWEST OF TULAROSA, IN THE CENTER OF A ANTENNA FIELD, ON
 DS1165'THE WHITE SANDS MISSILE RANGE.
 DS1165'
 DS1165'TO REACH THE STATION FROM THE POST OFFICE IN TULAROSA, GO WESTERLY
 DS1165'ON STATE HIGHWAY 52 FOR 1.25 MILES TO A T-ROAD JUNCTION JUST AFTER
 DS1165'CROSSING RAILROAD TRACKS.  TURN RIGHT AND GO NORTH FOR 0.3 MILE TO
 DS1165'WHERE THE MAIN ROAD TURNS LEFT.  TURN LEFT AND GO WEST FOR 6.5
 DS1165'MILES TO A CROSSROAD AND A GUARD SHACK ON THE LEFT.  TURN RIGHT AND
 DS1165'GO NORTH ON GRAVELED ROAD FOR 2.25 MILES TO A SIDE ROAD LEFT.
 DS1165'(TO REACH BENCH MARK D 239 FROM THIS POINT, CONTINUE NORTH ON
 DS1165'GRAVELED ROAD FOR 0.35 MILE TO THE MARK ON THE RIGHT.) TURN
 DS1165'LEFT AND GO WEST AND NORTHWEST ON GRAVELED ROAD FOR 0.25 MILE,
 DS1165'HERE TURN LEFT AND GO SOUTHWEST FOR 0.15 MILE TO THE ENTRANCE
 DS1165'TO THE ANTENNA FIELD.  PASS THROUGH GATE AND CONTINUE SOUTHWEST
 DS1165'FOR 0.05 MILE TO THE CENTER OF THE ANTENNA FIELD AND THE STATION.
 DS1165'
 DS1165'STATION MARK IS A BRONZE DISK OF THE WHITE SANDS PROVING GROUNDS,
 DS1165'STAMPED CUBIC CENTER 1960, SET IN THE TOP OF A 14 INCH SQUARE
 DS1165'CONCRETE POST, THAT PROJECTS 3 INCHES ABOVE THE GROUND.
 DS1165'
 DS1165'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CUBIC CENTER WSPG NO 1
 DS1165'1960 1967, SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN
 DS1165'DIAMETER, THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS ABOUT THE
 DS1165'SAME ELEVATION AS THE STATION.
 DS1165'
 DS1165'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED CUBIC CENTER WSPG NO 2
 DS1165'1960 1967, SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN
 DS1165'DIAMETER, THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS ABOUT THE
 DS1165'SAME ELEVATION AS THE STATION.
 DS1165'
 DS1165'BENCH MARK D 239 IS A STANDARD DISK, STAMPED D 239 1952, SET IN THE
 DS1165'TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT PROJECTS
 DS1165'3 INCHES ABOVE THE GROUND.  IT IS 58 FEET EAST OF THE CENTERLINE OF
 DS1165'A GRAVELED ROAD AND 2.5 FEET EAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS1400 ***********************************************************************
 DS1400  DESIGNATION -  CUCHILLO
 DS1400  PID         -  DS1400
 DS1400  STATE/COUNTY-  NM/SIERRA
 DS1400  USGS QUAD   -  CUCHILLO (1980)
 DS1400
 DS1400                         *CURRENT SURVEY CONTROL
 DS1400  ___________________________________________________________________
 DS1400* NAD 83(1992)-  33 09 23.54928(N)    107 18 30.48007(W)     ADJUSTED  
 DS1400* NAVD 88     -      1753.     (meters)    5751.     (feet)  VERTCON   
 DS1400  ___________________________________________________________________
 DS1400  LAPLACE CORR-           0.20  (seconds)                    DEFLEC99
 DS1400  GEOID HEIGHT-         -23.30  (meters)                     GEOID03
 DS1400
 DS1400  HORZ ORDER  -  THIRD
 DS1400
 DS1400.The horizontal coordinates were established by classical geodetic methods
 DS1400.and adjusted by the National Geodetic Survey in December 1993..
 DS1400
 DS1400.The NAVD 88 height was computed by applying the VERTCON shift value to
 DS1400.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DS1400
 DS1400.The Laplace correction was computed from DEFLEC99 derived deflections.
 DS1400
 DS1400.The geoid height was determined by GEOID03.
 DS1400
 DS1400;                    North         East     Units Scale Factor Converg.
 DS1400;SPC NM W     -   239,237.808   878,959.870   MT  0.99994621   +0 17 13.5
 DS1400;SPC NM W     -   784,899.38  2,883,720.84   sFT  0.99994621   +0 17 13.5
 DS1400;UTM  13      - 3,671,014.193   284,710.697   MT  1.00017150   -1 15 47.0
 DS1400
 DS1400!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS1400!SPC NM W     -   0.99972856  x   0.99994621  =   0.99967479
 DS1400!UTM  13      -   0.99972856  x   1.00017150  =   0.99990002
 DS1400
 DS1400:                Primary Azimuth Mark                     Grid Az
 DS1400:SPC NM W     -  13 RHM                                   205 43 13.5
 DS1400:UTM  13      -  13 RHM                                   207 16 14.0
 DS1400
 DS1400|---------------------------------------------------------------------|
 DS1400| PID    Reference Object                     Distance      Geod. Az  |
 DS1400|                                                           dddmmss.s |
 DS1400| DS1407 13 RHM                              APPROX. 6.4 KM 2060027.0 |
 DS1400|---------------------------------------------------------------------|
 DS1400
 DS1400                          SUPERSEDED SURVEY CONTROL
 DS1400
 DS1400  NAD 83(1986)-  33 09 23.55308(N)    107 18 30.48831(W) AD(       ) 3
 DS1400  NAD 27      -  33 09 23.29785(N)    107 18 28.37937(W) AD(       ) 3
 DS1400  NGVD 29 (07/19/86) 1752.     (m)         5748.     (f) VERT ANG       
 DS1400
 DS1400.Superseded values are not recommended for survey control.
 DS1400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS1400.See file dsdata.txt to determine how the superseded data were derived.
 DS1400
 DS1400_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBS8471171014(NAD 83)
 DS1400_MARKER: DD = SURVEY DISK
 DS1400_SETTING: 66 = SET IN ROCK OUTCROP
 DS1400_SP_SET: SET IN BEDROCK
 DS1400_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DS1400+STABILITY: POSITION/ELEVATION WELL
 DS1400
 DS1400  HISTORY     - Date     Condition        Report By
 DS1400  HISTORY     - 1959     MONUMENTED       USGS
 DS1400
 DS1400                          STATION DESCRIPTION
 DS1400
 DS1400'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 DS1400'STATION LOCATED ON HIGHEST POINT OF THE HIGHEST TOP OF A GROUP OF
 DS1400'HILLS KNOWN LOCALLY AS MUD MOUNTAIN, APPROXIMATELY 3.5 MI. (AIRLINE)
 DS1400'WNW. OF TRUTH OR CONSEQUENCES.  STATION IS BEST REACHED BY DRIVING
 DS1400'NW. UP MUD ARROYO FROM THE CITY WELL SYSTEM IN TRUTH OR CONSEQUENCES
 DS1400'2.5 MI. TO A POINT WHERE DRAIN JOINS MUD CREEK FROM N.  TURN N. UP
 DS1400'DRAIN AND FOLLOW VERY DIM TRAIL (SECTION OF OLD JEEP RACE TRAIL)
 DS1400'APPROXIMATELY 1.5 MI. TO BASE OF DOME SHAPED MOUNTAIN.  FROM THIS
 DS1400'POINT PACK E., THEN SE. UP DRAIN TO SADDLE, THEN UP RIDGE TO HIGHEST
 DS1400'POINT AND STATION.
 DS1400'
 DS1400'STATION MARK--STANDARD TABLET CEMENTED IN BEDROCK FLUSH WITH GROUND,
 DS1400'AND STAMPED ---CUCHILLO 1959---.
 DS1400'
 DS1400'NO MENTION OF REFERENCE MARKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0491 ***********************************************************************
 FN0491  DESIGNATION -  CUER
 FN0491  PID         -  FN0491
 FN0491  STATE/COUNTY-  NM/SAN MIGUEL
 FN0491  USGS QUAD   -  BOOKOUT RANCH (1972)
 FN0491
 FN0491                         *CURRENT SURVEY CONTROL
 FN0491  ___________________________________________________________________
 FN0491* NAD 83(1992)-  35 17 41.90055(N)    104 17 04.93524(W)     ADJUSTED  
 FN0491* NAVD 88     -      1418.5    (meters)    4654.     (feet)  VERTCON   
 FN0491  ___________________________________________________________________
 FN0491  LAPLACE CORR-          -2.15  (seconds)                    DEFLEC99
 FN0491  GEOID HEIGHT-         -22.20  (meters)                     GEOID03
 FN0491
 FN0491  HORZ ORDER  -  THIRD
 FN0491
 FN0491.The horizontal coordinates were established by classical geodetic methods
 FN0491.and adjusted by the National Geodetic Survey in December 1993..
 FN0491
 FN0491.The NAVD 88 height was computed by applying the VERTCON shift value to
 FN0491.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FN0491
 FN0491.The Laplace correction was computed from DEFLEC99 derived deflections.
 FN0491
 FN0491.The geoid height was determined by GEOID03.
 FN0491
 FN0491;                    North         East     Units Scale Factor Converg.
 FN0491;SPC NM E     -   476,301.561   169,422.870   MT  0.99990933   +0 01 41.1
 FN0491;SPC NM E     - 1,562,666.04    555,848.20   sFT  0.99990933   +0 01 41.1
 FN0491;UTM  13      - 3,905,989.749   565,037.387   MT  0.99965213   +0 24 47.9
 FN0491
 FN0491!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FN0491!SPC NM E     -   0.99978088  x   0.99990933  =   0.99969023
 FN0491!UTM  13      -   0.99978088  x   0.99965213  =   0.99943308
 FN0491
 FN0491:                Primary Azimuth Mark                     Grid Az
 FN0491:SPC NM E     -  CUER AZ MK                               088 13 24.9
 FN0491:UTM  13      -  CUER AZ MK                               087 50 18.1
 FN0491
 FN0491|---------------------------------------------------------------------|
 FN0491| PID    Reference Object                     Distance      Geod. Az  |
 FN0491|                                                           dddmmss.s |
 FN0491| CJ6124 CUER AZ MK                                         0881506.0 |
 FN0491| CJ6125 CUER RM 1                             8.620 METERS 21336     |
 FN0491| CJ6126 CUER RM 2                             9.014 METERS 30551     |
 FN0491|---------------------------------------------------------------------|
 FN0491
 FN0491                          SUPERSEDED SURVEY CONTROL
 FN0491
 FN0491  NAD 83(1986)-  35 17 41.90863(N)    104 17 04.93099(W) AD(       ) 3
 FN0491  NAD 27      -  35 17 41.72690(N)    104 17 03.01040(W) AD(       ) 3
 FN0491  NGVD 29 (07/19/86) 1417.9    (m)         4652.     (f) VERT ANG       
 FN0491
 FN0491.Superseded values are not recommended for survey control.
 FN0491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0491.See file dsdata.txt to determine how the superseded data were derived.
 FN0491
 FN0491_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEV6503705990(NAD 83)
 FN0491_MARKER: DS = TRIANGULATION STATION DISK
 FN0491_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FN0491
 FN0491  HISTORY     - Date     Condition        Report By
 FN0491  HISTORY     - 1960     MONUMENTED       CGS
 FN0491
 FN0491                          STATION DESCRIPTION
 FN0491
 FN0491'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (HWK)
 FN0491'THE STATION IS APPROXIMATELY 15-1/2 MILES NORTH OF NEWKIRK,
 FN0491'11-1/2 MILES SOUTHEAST OF VARIADERO AND 9.0 MILES SOUTHWEST
 FN0491'OF THE CONCHAS DAM AND ON THE SOUTH RIGHT-OF-WAY OF STATE
 FN0491'HIGHWAY 104.
 FN0491'
 FN0491'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 54 AND
 FN0491'STATE HIGHWAY 18 AND 104 IN TUCUMCARI, GO NORTHWESTERLY
 FN0491'ON STATE HIGHWAY 104 FOR 30.9 MILES TO A SIDE ROAD RIGHT AND
 FN0491'A SIGN CONCHAS DAM.  CONTINUE SOUTHWEST ON HIGHWAY 104 FOR 6.15
 FN0491'MILES TO THE JUNCTION OF STATE HIGHWAY 104 AND 129.  CONTINUE
 FN0491'WEST ON HIGHWAY 104 FOR 1.6 MILES TO THE AZIMUTH MARK ON THE
 FN0491'RIGHT.  CONTINUE WEST ON HIGHWAY 104 FOR 0.3 MILES TO THE
 FN0491'STATION ON THE LEFT.
 FN0491'
 FN0491'STATION MARKS ARE STANDARD DISKS STAMPED CUER 1960.  THE SURFACE
 FN0491'DISK IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE
 FN0491'OF THE GROUND.  IT IS 79 FEET SOUTH OF THE CENTER LINE OF
 FN0491'HIGHWAY 104, 23 FEET EAST OF THE CENTER OF A TRACK ROAD AND
 FN0491'21 FEET SOUTHWEST OF A JUNIPER TREE.  THE UNDERGROUND DISK
 FN0491'IS SET IN AN IRREGULAR MASS OF CONCRETE 18 INCHES BELOW THE
 FN0491'SURFACE OF THE GROUND
 FN0491'
 FN0491'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED CUER NO 1 1960,
 FN0491'IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF
 FN0491'THE GROUND.  IT IS 106 FEET SOUTH OF THE CENTER LINE OF
 FN0491'HIGHWAY 104 AND 24.5 FEET EAST OF THE TRACK ROAD.
 FN0491'
 FN0491'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED CUER NO 2 1960,
 FN0491'IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF
 FN0491'THE GROUND.  IT IS 72 FEET SOUTH OF THE CENTER LINE OF
 FN0491'HIGHWAY 104 AND 7 FEET EAST OF THE CENTER OF THE TRACK ROAD.
 FN0491'
 FN0491'AZIMUTH MARK, A STANDARD DISK STAMPED CUER 1960, IS SET IN
 FN0491'A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS 96
 FN0491'FEET NORTHWEST OF THE CENTER LINE OF HIGHWAY 104 AND 1.5
 FN0491'FEET SOUTHWEST OF A METAL WITNESS POST.
 FN0491'
 FN0491'NOTE.  REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS1365 ***********************************************************************
 DS1365  DESIGNATION -  CUERVO
 DS1365  PID         -  DS1365
 DS1365  STATE/COUNTY-  NM/SOCORRO
 DS1365  USGS QUAD   -  STEEL HILL (1995)
 DS1365
 DS1365                         *CURRENT SURVEY CONTROL
 DS1365  ___________________________________________________________________
 DS1365* NAD 83(1992)-  33 32 45.45463(N)    107 21 13.37431(W)     ADJUSTED  
 DS1365* NAVD 88     -      2133.3    (meters)    6999.     (feet)  VERTCON   
 DS1365  ___________________________________________________________________
 DS1365  LAPLACE CORR-          -6.36  (seconds)                    DEFLEC99
 DS1365  GEOID HEIGHT-         -22.39  (meters)                     GEOID03
 DS1365
 DS1365  HORZ ORDER  -  SECOND
 DS1365
 DS1365.The horizontal coordinates were established by classical geodetic methods
 DS1365.and adjusted by the National Geodetic Survey in December 1993..
 DS1365
 DS1365.The NAVD 88 height was computed by applying the VERTCON shift value to
 DS1365.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DS1365
 DS1365.The Laplace correction was computed from DEFLEC99 derived deflections.
 DS1365
 DS1365.The geoid height was determined by GEOID03.
 DS1365
 DS1365;                    North         East     Units Scale Factor Converg.
 DS1365;SPC NM C     -   282,843.093   397,501.980   MT  1.00002948   -0 36 35.9
 DS1365;SPC NM C     -   927,961.05  1,304,137.75   sFT  1.00002948   -0 36 35.9
 DS1365;SPC NM W     -   282,405.226   874,540.274   MT  0.99994112   +0 15 54.2
 DS1365;SPC NM W     -   926,524.48  2,869,220.88   sFT  0.99994112   +0 15 54.2
 DS1365;UTM  13      - 3,714,296.061   281,465.780   MT  1.00018881   -1 18 04.3
 DS1365
 DS1365!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS1365!SPC NM C     -   0.99966872  x   1.00002948  =   0.99969819
 DS1365!SPC NM W     -   0.99966872  x   0.99994112  =   0.99960986
 DS1365!UTM  13      -   0.99966872  x   1.00018881  =   0.99985747
 DS1365
 DS1365|---------------------------------------------------------------------|
 DS1365| PID    Reference Object                     Distance      Geod. Az  |
 DS1365|                                                           dddmmss.s |
 DS1365| CD2756 CUERVO RM 1                           5.470 METERS 02215     |
 DS1365| CD2755 CUERVO AZ MK                                       0875843.8 |
 DS1365| CD2757 CUERVO RM 2                           8.295 METERS 13942     |
 DS1365| DS1416 FAA MST 15 MI N TRUTH CONSEQ        APPROX.23.3 KM 1654040.8 |
 DS1365|---------------------------------------------------------------------|
 DS1365
 DS1365                          SUPERSEDED SURVEY CONTROL
 DS1365
 DS1365  NAD 83(1986)-  33 32 45.46231(N)    107 21 13.37637(W) AD(       ) 2
 DS1365  NAD 27      -  33 32 45.22034(N)    107 21 11.24542(W) AD(       ) 2
 DS1365  NGVD 29 (07/19/86) 2132.4    (m)         6996.     (f) VERT ANG       
 DS1365
 DS1365.Superseded values are not recommended for survey control.
 DS1365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS1365.See file dsdata.txt to determine how the superseded data were derived.
 DS1365
 DS1365_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBT8146614296(NAD 83)
 DS1365_MARKER: DS = TRIANGULATION STATION DISK
 DS1365_SETTING: 66 = SET IN ROCK OUTCROP
 DS1365
 DS1365  HISTORY     - Date     Condition        Report By
 DS1365  HISTORY     - 1966     MONUMENTED       CGS
 DS1365
 DS1365                          STATION DESCRIPTION
 DS1365
 DS1365'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (ANP)
 DS1365'THE STATION IS ABOUT 29 MILES NORTH OF TRUTH OR CONSEQUENCES,
 DS1365'24 MILES SOUTHWEST OF SAN MARCIAL LAKE AND 8-1/2 MILES WEST
 DS1365'OF U.S. HIGHWAY 85, ON THE HIGHEST POINT OF A PROMINENT, BRUSH
 DS1365'COVERED HILL.
 DS1365'
 DS1365'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 85 AND
 DS1365'STATE HIGHWAY 52 IN TRUTH OR CONSEQUENCES, GO NORTHERLY ON
 DS1365'HIGHWAY 85 FOR 28.0 MILES TO A GRADED ROAD LEFT AND A SIGN
 DS1365'SPRINGTIME CAMP 14 - LUNA PARK 21.  TURN LEFT AND GO WESTERLY
 DS1365'ON GRADED ROAD FOR 3.55 MILES TO A CATTLE GUARD AT FOREST
 DS1365'SERVICE BOUNDRY.  CONTINUE WESTERLY ON GRADED ROAD FOR 2.45
 DS1365'MILES TO A SIDE ROAD LEFT LEADING TO A WINDMILL.  TURN LEFT
 DS1365'ON TRACK ROAD, PASSING TO THE LEFT OF WINDMILL FOR 0.95 MILE
 DS1365'TO A WATER STORAGE TANK.  CONTINUE WESTERLY ON TRACK ROAD
 DS1365'FOR 1.2 MILES TO A WIRE GATE.  PASS THROUGH GATE AND
 DS1365'CONTINUE WESTERLY FOR 0.8 MILE TO AN OPENING ON TOP OF THE
 DS1365'RIDGE AND THE AZIMUTH MARK ABOUT 100 YARDS EAST OF ROAD.
 DS1365'CONTINUE WESTERLY FOR 0.25 MILE TO A WINDMILL AND WHERE
 DS1365'THE ROAD TURNS RIGHT, DOWN INTO CANYON.  FROM THIS
 DS1365'POINT, GO WESTERLY UP RIDGE, PICKING WAY THROUGH ROCKS AND
 DS1365'BRUSH FOR ABOUT 1/2 MILE TO THE END OF TRUCK TRAVEL.  PACK
 DS1365'WESTERLY UPHILL FOR ABOUT 1/4 MILE TO THE TOP OF HILL AND
 DS1365'THE STATION.
 DS1365'
 DS1365'STATION MARK IS A STANDARD DISK, STAMPED CUERVO 1966, CEMENTED
 DS1365'IN A DRILL HOLE IN A 2 X 2 FOOT ROCK OUTCROP, THAT PROJECTS
 DS1365'7 INCHES.
 DS1365'
 DS1365'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CUERVO NO 1 1966,
 DS1365'CEMENTED IN A DRILL HOLE IN A 1 X 2 FOOT ROCK OUTCROP, THAT
 DS1365'PROJECTS 10 INCHES.  IT IS ABOUT 1 FOOT LOWER THAN THE STATION.
 DS1365'
 DS1365'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED CUERVO NO 2 1966,
 DS1365'CEMENTED IN A DRILL HOLE IN A 1 X 2 FOOT ROCK OUTCROP, THAT
 DS1365'PROJECTS 7 INCHES.  IT IS ABOUT 1 FOOT LOWER THAN THE STATION.
 DS1365'
 DS1365'AZIMUTH MARK IS A STANDARD DISK, STAMPED CUERVO 1966, CEMENTED
 DS1365'IN A DRILL HOLE ON THE SUMMIT AND NEAR THE WEST EDGE OF A
 DS1365'ROCK PINNACLE.  IT IS 10 FEET WEST OF A TREE AND 6 FEET EAST
 DS1365'OF THE WEST EDGE OF THE PINNACLE.
 DS1365'
 DS1365'R.M. 1 TO R.M. 2 38.92 FEET, 11.863 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0485 ***********************************************************************
 FN0485  DESIGNATION -  CUERVO
 FN0485  PID         -  FN0485
 FN0485  STATE/COUNTY-  NM/GUADALUPE
 FN0485  USGS QUAD   -  CUERVO (1963)
 FN0485
 FN0485                         *CURRENT SURVEY CONTROL
 FN0485  ___________________________________________________________________
 FN0485* NAD 83(1992)-  35 02 48.50465(N)    104 22 41.06085(W)     ADJUSTED  
 FN0485* NAVD 88     -      1494.6    (meters)    4904.     (feet)  VERTCON   
 FN0485  ___________________________________________________________________
 FN0485  LAPLACE CORR-          -2.14  (seconds)                    DEFLEC99
 FN0485  GEOID HEIGHT-         -22.59  (meters)                     GEOID03
 FN0485
 FN0485  HORZ ORDER  -  THIRD
 FN0485
 FN0485.The horizontal coordinates were established by classical geodetic methods
 FN0485.and adjusted by the National Geodetic Survey in December 1993..
 FN0485
 FN0485.The NAVD 88 height was computed by applying the VERTCON shift value to
 FN0485.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FN0485
 FN0485.The Laplace correction was computed from DEFLEC99 derived deflections.
 FN0485
 FN0485.The geoid height was determined by GEOID03.
 FN0485
 FN0485;                    North         East     Units Scale Factor Converg.
 FN0485;SPC NM E     -   448,771.491   160,918.545   MT  0.99990930   -0 01 32.5
 FN0485;SPC NM E     - 1,472,344.47    527,946.93   sFT  0.99990930   -0 01 32.5
 FN0485;UTM  13      - 3,878,410.565   556,719.963   MT  0.99963965   +0 21 25.7
 FN0485
 FN0485!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FN0485!SPC NM E     -   0.99976900  x   0.99990930  =   0.99967832
 FN0485!UTM  13      -   0.99976900  x   0.99963965  =   0.99940873
 FN0485
 FN0485|---------------------------------------------------------------------|
 FN0485| PID    Reference Object                     Distance      Geod. Az  |
 FN0485|                                                           dddmmss.s |
 FN0485| CJ6128 CUERVO RM 1                          10.129 METERS 05306     |
 FN0485| FN0483 CUERVO 2                             74.740 METERS 17750     |
 FN0485| CJ6129 CUERVO RM 2                           5.208 METERS 23028     |
 FN0485| CJ6127 CUERVO AZ MK                                       2392705.0 |
 FN0485|---------------------------------------------------------------------|
 FN0485
 FN0485                          SUPERSEDED SURVEY CONTROL
 FN0485
 FN0485  NAD 83(1986)-  35 02 48.51219(N)    104 22 41.05597(W) AD(       ) 3
 FN0485  NAD 27      -  35 02 48.31020(N)    104 22 39.12440(W) AD(       ) 3
 FN0485  NGVD 29 (07/19/86) 1493.9    (m)         4901.     (f) VERT ANG       
 FN0485
 FN0485.Superseded values are not recommended for survey control.
 FN0485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0485.See file dsdata.txt to determine how the superseded data were derived.
 FN0485
 FN0485_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEU5672078411(NAD 83)
 FN0485_MARKER: DS = TRIANGULATION STATION DISK
 FN0485_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FN0485
 FN0485  HISTORY     - Date     Condition        Report By
 FN0485  HISTORY     - 1960     MONUMENTED       CGS
 FN0485  HISTORY     - 1963     SEE DESCRIPTION  CGS
 FN0485
 FN0485                          STATION DESCRIPTION
 FN0485
 FN0485'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (HWK)
 FN0485'THE STATION IS APPROXIMATELY 6-1/2 MILES WEST OF NEWKIRK AND
 FN0485'2 MILES NORTHEAST OF CUERVO, ON THE TOP OF A CUT BANK, ON THE
 FN0485'SOUTH RIGHT-OF-WAY OF U.S. HIGHWAY 66.
 FN0485'
 FN0485'TO REACH THE STATION FROM THE POST OFFICE IN CUERVO, GO EASTERLY
 FN0485'ON U.S. HIGHWAY 66 FOR 2 MILES TO THE STATION ON THE RIGHT.
 FN0485'
 FN0485'STATION MARKS ARE STANDARD DISKS STAMPED CUERVO 1960.  THE
 FN0485'SURFACE DISK IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS
 FN0485'6 INCHES.  IT IS 68 FEET SOUTH OF THE CENTER OF HIGHWAY 66,
 FN0485'26 FEET NORTHEAST OF A POWER POLE, 6 FEET WEST OF A METAL
 FN0485'WITNESS POST AND 5.6 FEET NORTH OF A FENCE.  THE UNDERGROUND
 FN0485'DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 34 INCHES BELOW
 FN0485'THE SURFACE OF THE GROUND.
 FN0485'
 FN0485'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED CUERVO NO 1 1960,
 FN0485'IS CEMENTED IN A DRILL HOLE IN A 3 FEET BY 3 FEET BOULDER WHICH
 FN0485'PROJECTS 3 FEET ON THE SOUTH SIDE.  IT IS 64 FEET SOUTH OF
 FN0485'THE CENTER OF HIGHWAY 66 AND 10 FEET NORTH OF THE FENCE.
 FN0485'
 FN0485'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED CUERVO NO 2 1960,
 FN0485'IS CEMENTED IN A DRILL HOLE IN A SMALL FLAT BOULDER WHICH IS
 FN0485'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 69 FEET SOUTH OF
 FN0485'THE CENTER OF HIGHWAY 66, 13 FEET NORTH OF THE POWER POLE AND
 FN0485'2.6 FEET NORTH OF THE FENCE.
 FN0485'
 FN0485'AZIMUTH MARK, A STANDARD DISK STAMPED CUERVO 1960, IS CEMENTED
 FN0485'IN A DRILL HOLE IN THE SOUTH END OF A CONCRETE CULVERT IN OLD
 FN0485'ROAD ON THE NORTH SIDE OF HIGHWAY 66.  IT IS 61 FEET SOUTH OF THE
 FN0485'CENTER OF HIGHWAY 66, 38 FEET SOUTH OF A HIGHWAY MARKER POST
 FN0485'AND 5 FEET WEST OF A METAL WITNESS POST.
 FN0485'
 FN0485'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON HIGHWAY 66
 FN0485'FOR 0.6 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 FN0485'
 FN0485'REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
 FN0485
 FN0485                          STATION RECOVERY (1963)
 FN0485
 FN0485'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (SEU)
 FN0485'THE STATION MARK, REFERENCE MARKS NUMBERS 1, 2 AND THE AZIMUTH
 FN0485'MARK WERE RECOVERED IN GOOD CONDITION.
 FN0485'
 FN0485'AT THE REQUEST OF THE NEW MEXICO HIGHWAY DEPARTMENT THE STATION
 FN0485'MARK, REFERENCE MARKS NUMBERS 1 AND 2 WERE DESTROYED TO CLEAR THE
 FN0485'AREA TO BUILD A 4-LANE HIGHWAY ALONG U.S. HIGHWAY 66, AFTER
 FN0485'A STATION CUERVO 2 STATION MARK AND TWO NEW REFERENCE MARKS
 FN0485'WERE WERE SET IN THE NEAR VICINITY.
 FN0485'
 FN0485'THE AZIMUTH MARK WAS NOT DISTURBED.  IT IS NOW THE AZIMUTH MARK
 FN0485'FOR CUERVO 2.
 FN0485'
 FN0485'THE STATION SURFACE DISK AND REFERENCE MARKS NOS. 1 AND 2 DISKS
 FN0485'WERE SALVAGED.  THE UNDERGROUND STATION DISK WAS LEFT INTACT
 FN0485'BUT IT MAY BE DESTROYED WHEN CONSTRUCTION BEGINS AS THE KNOLL
 FN0485'THE DISK IS ON IS TO BE REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0652 ***********************************************************************
 FN0652  DESIGNATION -  CUERVO
 FN0652  PID         -  FN0652
 FN0652  STATE/COUNTY-  NM/SANTA FE
 FN0652  USGS QUAD   -  EL CUERVO BUTTE (1990)
 FN0652
 FN0652                         *CURRENT SURVEY CONTROL
 FN0652  ___________________________________________________________________
 FN0652* NAD 83(1992)-  35 05 01.07633(N)    105 51 01.03394(W)     ADJUSTED  
 FN0652* NAVD 88     -      2118.7    (meters)    6951.     (feet)  VERTCON   
 FN0652  ___________________________________________________________________
 FN0652  LAPLACE CORR-           2.50  (seconds)                    DEFLEC99
 FN0652  GEOID HEIGHT-         -19.38  (meters)                     GEOID03
 FN0652
 FN0652  HORZ ORDER  -  SECOND
 FN0652
 FN0652.The horizontal coordinates were established by classical geodetic methods
 FN0652.and adjusted by the National Geodetic Survey in December 1993..
 FN0652
 FN0652.The NAVD 88 height was computed by applying the VERTCON shift value to
 FN0652.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FN0652
 FN0652.The Laplace correction was computed from DEFLEC99 derived deflections.
 FN0652
 FN0652.The geoid height was determined by GEOID03.
 FN0652
 FN0652;                    North         East     Units Scale Factor Converg.
 FN0652;SPC NM C     -   452,924.645   536,448.340   MT  0.99991637   +0 13 47.1
 FN0652;SPC NM C     - 1,485,970.27  1,759,997.60   sFT  0.99991637   +0 13 47.1
 FN0652;UTM  13      - 3,882,648.229   422,487.940   MT  0.99967404   -0 29 19.5
 FN0652
 FN0652!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FN0652!SPC NM C     -   0.99967059  x   0.99991637  =   0.99958699
 FN0652!UTM  13      -   0.99967059  x   0.99967404  =   0.99934474
 FN0652
 FN0652:                Primary Azimuth Mark                     Grid Az
 FN0652:SPC NM C     -  3510535005                               213 42 34.3
 FN0652:UTM  13      -  3510535005                               214 25 40.9
 FN0652
 FN0652|---------------------------------------------------------------------|
 FN0652| PID    Reference Object                     Distance      Geod. Az  |
 FN0652|                                                           dddmmss.s |
 FN0652| FN0655 3510535005                          APPROX.10.4 KM 2135621.4 |
 FN0652|---------------------------------------------------------------------|
 FN0652
 FN0652                          SUPERSEDED SURVEY CONTROL
 FN0652
 FN0652  NAD 83(1986)-  35 05 01.08681(N)    105 51 01.03333(W) AD(       ) 2
 FN0652  NAD 27      -  35 05 00.90488(N)    105 50 58.95995(W) AD(       ) 2
 FN0652  NGVD 29 (07/19/86) 2117.7    (m)         6948.     (f) VERT ANG       
 FN0652
 FN0652.Superseded values are not recommended for survey control.
 FN0652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0652.See file dsdata.txt to determine how the superseded data were derived.
 FN0652
 FN0652_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDU2248882648(NAD 83)
 FN0652_MARKER: DD = SURVEY DISK
 FN0652_SETTING: 66 = SET IN ROCK OUTCROP
 FN0652_SP_SET: SET IN BEDROCK
 FN0652_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FN0652+STABILITY: POSITION/ELEVATION WELL
 FN0652
 FN0652  HISTORY     - Date     Condition        Report By
 FN0652  HISTORY     - 1958     MONUMENTED       USGS
 FN0652  HISTORY     - 1973     GOOD             NGS
 FN0652
 FN0652                          STATION DESCRIPTION
 FN0652
 FN0652'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 FN0652'STATION IS LOCATED APPROXIMATELY 4 MI. S. AND 7 MI. E. OF STANLEY,
 FN0652'NEW MEXICO, AND IN THE NW. 1/4 OF SEC. 23, T 10 N, R 10 E.
 FN0652'STATION MARK IS LOCATED ON THE HIGHEST POINT OF A PROMINENT PEAK,
 FN0652'KNOWN LOCALLY AS CROW OR CUERVO MOUNTAIN.
 FN0652'
 FN0652'TO REACH STATION FROM THE POST OFFICE AT STANLEY, PROCEED S. ON STATE
 FN0652'HIGHWAY 41 5.8 MI. TO THE T-JUNCTION OF STATE HIGHWAY 41 AND A GRADED
 FN0652'RD. E., GO LEFT ALONG THE GRADED RD. 4.3 MI. TO JUNCTION OF GRADED RD.
 FN0652'AND A N-S. TRACK RD., GO RIGHT ALONG TRACK RD. 0.5 MI. TO A T-JUNCTION
 FN0652'OF THE N-S. RD. AND A TRACK RD. E., GO LEFT 4.6 MI. FOLLOWING THE MAIN
 FN0652'TRAVELED TRACK RD. TO A RD. FORK, GO LEFT 0.7 MI. TO THE PEAK, ON
 FN0652'WHICH THE STATION IS LOCATED.  A 20 MINUTE PACK FROM THE END OF TRUCK
 FN0652'TRAVEL TO THE TOP.
 FN0652'
 FN0652'STATION MARK--STANDARD USGS TABLET, STAMPED ---CUERVO 1958---, AND SET
 FN0652'IN BEDROCK.
 FN0652'
 FN0652'REFERENCE MARKS--NONE.
 FN0652
 FN0652                          STATION RECOVERY (1973)
 FN0652
 FN0652'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CWW)
 FN0652'THE STATION WAS FOUND AND IS IN GOOD CONDITION.
 FN0652'
 FN0652'A NEW DESCRIPTION FOLLOWS--
 FN0652'
 FN0652'TO REACH FROM THE LONGHORN RANCH, 6 MILES EAST OF MORIARTY, GO
 FN0652'NORTH FROM THE INTERSTATE BRIDGE 0.1 MILES TO THE NORTH
 FN0652'FRONTAGE ROAD.  TURN RIGHT AND GO EAST 0.3 MILES ALONG FRONTAGE
 FN0652'ROAD TO THE CUERVO RANCH TURNOFF.  TURN LEFT AND GO NORTH 1.40
 FN0652'MILES TO THE CUERVO RANCH.  GO AROUND RANCH HOUSE AND GO NORTH
 FN0652'0.6 MILES TO A WIRE GATE.  PASS THROUGH AND GO NORTH 0.70 MILES
 FN0652'TO A FORK.  TAKE LEFT FORK AND GO NORTH 1.50 MILES TO A
 FN0652'METAL GATE.  PASS THROUGH GATE AND GO NORTH 0.60 MILES TO A
 FN0652'FORK.  TAKE RIGHT FORK AND GO EASTERLY 0.25 MILES TO A FORK.
 FN0652'TAKE RIGHT FORK AND GO EASTERLY 1.65 MILES TO A WIRE GATE.  TURN
 FN0652'LEFT AND GO NORTH 0.70 MILES ALONG FENCELINE TO THE FOOT OF
 FN0652'A HILL.  THE STATION IS LOCATED ON THE HIGHEST AND MOST
 FN0652'SOUTHERLY POINT OF THE HILL.  A 20 MINUTE PACK.
 FN0652'
 FN0652'HEIGHT OF LIGHT ABOVE STATION MARK 5.0 FEET.
 FN0652'
 FN0652'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 FN0652'15 MILES NE OF MORIARTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0770 ***********************************************************************
 GM0770  DESIGNATION -  CUERVO
 GM0770  PID         -  GM0770
 GM0770  STATE/COUNTY-  NM/COLFAX
 GM0770  USGS QUAD   -  ASH MOUNTAIN (1995)
 GM0770
 GM0770                         *CURRENT SURVEY CONTROL
 GM0770  ___________________________________________________________________
 GM0770* NAD 83(1992)-  36 50 00.73745(N)    105 13 22.30389(W)     ADJUSTED  
 GM0770* NAVD 88     -      3836.8    (meters)   12588.     (feet)  VERTCON   
 GM0770  ___________________________________________________________________
 GM0770  LAPLACE CORR-          -4.31  (seconds)                    DEFLEC99
 GM0770  GEOID HEIGHT-         -16.43  (meters)                     GEOID03
 GM0770
 GM0770  HORZ ORDER  -  FIRST
 GM0770
 GM0770.The horizontal coordinates were established by classical geodetic methods
 GM0770.and adjusted by the National Geodetic Survey in December 1993..
 GM0770
 GM0770.The NAVD 88 height was computed by applying the VERTCON shift value to
 GM0770.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GM0770
 GM0770.The Laplace correction was computed from DEFLEC99 derived deflections.
 GM0770
 GM0770.The geoid height was determined by GEOID03.
 GM0770
 GM0770;                    North         East     Units Scale Factor Converg.
 GM0770;SPC NM E     -   647,373.802    85,655.589   MT  0.99998662   -0 31 59.9
 GM0770;SPC NM E     - 2,123,925.55    281,021.71   sFT  0.99998662   -0 31 59.9
 GM0770;UTM  13      - 4,076,429.649   480,127.442   MT  0.99960487   -0 08 01.0
 GM0770
 GM0770!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GM0770!SPC NM E     -   0.99940081  x   0.99998662  =   0.99938744
 GM0770!UTM  13      -   0.99940081  x   0.99960487  =   0.99900592
 GM0770
 GM0770|---------------------------------------------------------------------|
 GM0770| PID    Reference Object                     Distance      Geod. Az  |
 GM0770|                                                           dddmmss.s |
 GM0770| CM7898 CUERVO RM 1                           9.879 METERS 12756     |
 GM0770| CM7897 CUERVO AZ MK                                       2100804.3 |
 GM0770| CM7899 CUERVO RM 2                           6.808 METERS 21818     |
 GM0770|---------------------------------------------------------------------|
 GM0770
 GM0770                          SUPERSEDED SURVEY CONTROL
 GM0770
 GM0770  NAD 83(1992)-  36 50 00.74217(N)    105 13 22.30566(W) AD(       ) 1
 GM0770  NAD 83(1986)-  36 50 00.74403(N)    105 13 22.30719(W) AD(       ) 1
 GM0770  NAD 27      -  36 50 00.63750(N)    105 13 20.29830(W) AD(       ) 1
 GM0770  NGVD 29 (07/19/86) 3835.3    (m)        12583.     (f) VERT ANG       
 GM0770
 GM0770.Superseded values are not recommended for survey control.
 GM0770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0770.See file dsdata.txt to determine how the superseded data were derived.
 GM0770
 GM0770_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDA8012776430(NAD 83)
 GM0770_MARKER: DB = BENCH MARK DISK
 GM0770_SETTING: 80 = SET IN A BOULDER
 GM0770_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 GM0770_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GM0770
 GM0770  HISTORY     - Date     Condition        Report By
 GM0770  HISTORY     - 1945     MONUMENTED       USGS
 GM0770  HISTORY     - 1961     GOOD             CGS
 GM0770  HISTORY     - 1962     GOOD             USGS
 GM0770  HISTORY     - 1963     GOOD             USGS
 GM0770
 GM0770                          STATION DESCRIPTION
 GM0770
 GM0770'DESCRIBED BY US GEOLOGICAL SURVEY 1945 (RAM)
 GM0770'THE STATION IS 12 MILES (AIR LINE) WSW OF VERMEJO PARK AND
 GM0770'21 MILES (AIR LINE) ESE OF THE COSTILLA POST OFFICE.  IT
 GM0770'IS ON A BARREN CONE-SHAPED PEAK AS VIEWED FROM THE NE, N, AND NW.
 GM0770'THE PEAK HAS A BARREN SHOULDER RUNNING S ABOUT 100 FEET LOWER
 GM0770'THAN THE SUMMIT AS VIEWED FROM THE E OR THE W.  THIS PEAK IS
 GM0770'ISOLATED BEING LOCATED ON THE E EDGE OF THE SANGRE DE CRISTO
 GM0770'RANGE.  THERE IS A MUCH LOWER PEAK OF SIMILAR APPEARANCE
 GM0770'AND OF APPARENTLY THE SAME HEIGHT WHEN VIEWED FROM THE
 GM0770'VICINITY OF THE END OF TRUCK TRAVEL ABOUT 8 MILES NE OF THE
 GM0770'SUMMIT.
 GM0770'
 GM0770'TO REACH STATION FROM THE ROAD FORK AT VERMEJO PARK, GO W
 GM0770'ON THE MAIN BLADED ROAD FOR 4.9 MILES TO A FORK.  HERE TAKE
 GM0770'THE RIGHT FORK AND GO 2.8 MILES TO A FORK.  HERE THE RIGHT
 GM0770'FORK IS BLOCKED BY A GATE.  TAKE THE LEFT FORK AND GO 1.2
 GM0770'MILES THROUGH TWO GATES TO A THIRD GATE AND FORK.  HERE TAKE
 GM0770'THE LEFT FORK THROUGH THE GATE.  THEN TAKE A SECOND LEFT FORK
 GM0770'ACROSS A BRIDGE AND GO 0.6 MILE TO A LOG CABIN ON THE LEFT.
 GM0770'CONTINUE ABOUT 100 YARDS TO A FORK.  HERE TAKE THE RIGHT
 GM0770'FORK AND GO 0.3 MILE TO A FORK.  HERE TAKE THE RIGHT FORK
 GM0770'AND GO 1.2 MILES TO A SALT LICK AND A LARGE HOUSE ABOUT 1/2
 GM0770'MILE E ACROSS THE VALLEY.  CONTINUE ON THE TRACK ROAD AND
 GM0770'TRAIL FOR 0.8 MILE TO THE END OF TRUCK TRAVEL AT AN
 GM0770'IRRIGATION DITCH AND A 3-1/2-FOOT STUMP 10 FEET HIGH JUST ON
 GM0770'THE FARTHER SIDE OF THE DITCH.  FROM HERE PACK ACROSS THE
 GM0770'IRRIGATION DITCH AT THE STUMP AND FOLLOW A WELL DEFINED
 GM0770'TRAIL SW UP THE VALLEY FOR ABOUT 3/4 MILE TO A WIRE GATE.
 GM0770'HERE THE TRAIL TURNS W AND NW THROUGH A BREAK IN THE
 GM0770'RIDGE INTO ANOTHER VALLEY TO THE W.  GO ABOUT 1/2 MILE FROM
 GM0770'THE FIRST GATE THROUGH A SECOND GATE AND OVER TO THE W
 GM0770'SIDE OF THE VALLEY.  NOW FOLLOW THE TRAIL SW FOR ABOUT
 GM0770'3-1/2 MILES UP INTO A PARTIALLY TIMBERED SADDLE.  FROM HERE
 GM0770'PACK S ALONG A N-S FENCE FOR ABOUT 3/4 MILE UP THE
 GM0770'STEEP SLOPE TO THE HIGHEST POINT AND THE STATION.
 GM0770'
 GM0770'STATION MARK IS A STANDARD U.S. GEOLOGICAL SURVEY BENCH-MARK
 GM0770'DISK SET IN A BOULDER BURIED FLUSH WITH THE GROUND AT THE
 GM0770'HIGHEST POINT OF THE PEAK.  NOT STAMPED.
 GM0770'
 GM0770'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A BOULDER
 GM0770'FLUSH WITH THE GROUND.  IT IS SE OF THE STATION AND ABOUT
 GM0770'2-1/2 FEET LOWER.  DISK IS STAMPED CUERVO USGS NO 1 1945.
 GM0770'
 GM0770'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A BOULDER,
 GM0770'FLUSH WITH THE GROUND.  IT IS SW OF THE STATION AND ABOUT
 GM0770'1-1/2 FEET LOWER.  DISK IS STAMPED CUERVO USGS NO 2 1945.
 GM0770'
 GM0770'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN BEDROCK PROJECTING
 GM0770'ABOUT 6 INCHES ABOVE THE SURROUNDING SURFACE.  THE MARK IS
 GM0770'23 PACES NE OF A CAIRN-LIKE ROCK OUTCROP ON THE HIGHEST POINT
 GM0770'OF THE SHOULDER OF THE PEAK.  THE MARK IS ABOUT 5 FEET SW
 GM0770'OF A 2-FOOT CAIRN AND ABOUT 1/4 MILE SW OF THE STATION.  DISK
 GM0770'IS STAMPED CUERVO USGS 1945.
 GM0770'
 GM0770'HEIGHT OF LIGHT ABOVE STATION MARK - 1.0 METER.
 GM0770
 GM0770                          STATION RECOVERY (1961)
 GM0770
 GM0770'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (HWK)
 GM0770'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO.
 GM0770'2 AND THE AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.
 GM0770'THE DISTANCE TO THE REFERENCE MARKS WERE VERIFIED.  THE
 GM0770'DIRECTIONS TO REFERENCE MARK NO. 2 AND THE AZIMUTH MARK
 GM0770'WERE VERIFIED, HOWEVER, THE DIRECTION TO REFERENCE MARK
 GM0770'NO. 1 MISSED THE PREVIOUS DIRECTION BY 2 MINUTES 37 SECONDS.
 GM0770'
 GM0770'A NEW TO REACH FOLLOWS--
 GM0770'
 GM0770'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 64
 GM0770'AND STATE HIGHWAY 38 IN EAGLE NEST, GO NORTHERLY ON HIGHWAY
 GM0770'38 FOR 7.3 MILES TO THE ENTRANCE TO THE MORENO RANCH ON THE
 GM0770'RIGHT.  CONTINUE NORTHERLY ON HIGHWAY 38 FOR 0.15 MILE TO A
 GM0770'BLADED ROAD ON THE RIGHT.  TURN RIGHT, CROSSING A CATTLE
 GM0770'GUARD AND CONTINUE NORTHERLY ON THE BLADED ROAD FOR 3.3 MILES
 GM0770'TO A FORK.  BEAR RIGHT AND FOLLOW THE MAIN ROAD 0.5 MILE TO
 GM0770'A FORK.  BEAR LEFT AND FOLLOW THE MAIN ROAD 2.2 MILES TO A
 GM0770'CATTLE GUARD AND A FORK AT THE TOP OF A DIVIDE.  CROSS THE
 GM0770'CATTLE GUARD, BEAR LEFT, DOWNHILL AND FOLLOW THE MAIN ROAD
 GM0770'3.6 MILES TO A DIM TRACK ROAD ON THE RIGHT, 100 FEET BEFORE
 GM0770'THE MAIN ROAD BEARS LEFT.  TURN RIGHT, EASTERLY, ON THE
 GM0770'DIM TRACK ROAD 0.25 MILE TO A T-INTERSECTION WITH ANOTHER
 GM0770'TRACK ROAD.  TURN RIGHT AND FOLLOW THE TRACK ROAD DOWNHILL
 GM0770'AND INTO A WASH, 1.3 MILES TO A WIRE GATE ON THE LEFT, ABOUT
 GM0770'300 YARDS BEFORE REACHING A LARGE CABIN ON THE RIGHT.  TURN
 GM0770'LEFT, PASS THROUGH THE WIRE GATE AND GO NORTHWEST (PASSING
 GM0770'TO THE LEFT OF A SMALL CABIN AND A CORRAL) FOR 0.1 MILE TO
 GM0770'A WIRE GATE.  PASS THROUGH THE GATE AND CONTINUE ON THE
 GM0770'BLADED ROAD 1.0 MILE TO A WIRE GATE.  PASS THROUGH THE
 GM0770'GATE AND CONTINUE ON THE BLADED ROAD 1.2 MILES TO A DIM
 GM0770'TRACK ROAD ON THE RIGHT.  TURN RIGHT, UPHILL AND GO
 GM0770'NORTHEAST ALONG THE SUMMIT OF AN OPEN RIDGE AND INTO
 GM0770'SCATTERED ASPEN TREES FOR 2.8 MILES TO THE END OF TRUCK
 GM0770'TRAVEL AT TRIANGLE BLAZES ON ASPEN TREES.  FROM HERE, PACK
 GM0770'NORTHEASTERLY, UPHILL, FOLLOWING BLAZES THROUGH TIMBER,
 GM0770'FOR 1-1/2 HOURS TO A FENCE AT THE SUMMIT OF A TIMBERED RIDGE.
 GM0770'TURN LEFT, PROCEED NORTHERLY, ALONG THE WEST SIDE OF
 GM0770'THE FENCE, THROUGH TIMBER AND INTO OPEN AREA, TO A POINT
 GM0770'WHERE THE FENCE BEARS LEFT, DOWNHILL.  BEAR RIGHT, ALONG
 GM0770'SIDEHILL, KEEPING TO THE LEFT OF THE FIRST BARE KNOLL, TO
 GM0770'A DIM TRAIL.  BEAR LEFT, NORTHERLY, ALONG THE SUMMIT OF THE
 GM0770'RIDGE TO THE HIGHEST PART OF THE HILL AND THE STATION.  A
 GM0770'3-HOUR PACK.
 GM0770'
 GM0770'THE AZIMUTH MARK IS ON THE SUMMIT OF A KNOLL, MARKED BY A
 GM0770'SMALL CAIRN, 0.2 MILE BEFORE REACHING THE STATION.
 GM0770'
 GM0770'NOTE--THE STATION DISK IS NOW STAMPED CUERVO 1954.
 GM0770'
 GM0770'DISTANCE TO THE REFERENCE MARKS COMPUTED FROM SLOPE DISTANCE
 GM0770'AND VERTICAL ANGLES.
 GM0770'
 GM0770'A FOUR-WHEEL DRIVE VEHICLE REQUIRED.
 GM0770
 GM0770                          STATION RECOVERY (1962)
 GM0770
 GM0770'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962 (SAC)
 GM0770'TABLET ESTABLISHED AS STATION --ASH-- (NOT STAMPED).
 GM0770'
 GM0770'ON SUMMIT OF ASH MOUNTAIN (SOMETIMES CALLED --LITTLE COSTILLA PEAK--),
 GM0770'ABOUT 20 MI. N. OF ELIZABETH TOWN.
 GM0770'
 GM0770'RECOVERED AS DESCRIBED AND STAMPED ---CUERVO 1954---.
 GM0770'
 GM0770'STATION MARK--STANDARD USGS BRONZE TABLET SET IN A BOULDER BURIED
 GM0770'FLUSH WITH THE GROUND, STAMPED ---CUERVO 1954---.
 GM0770'
 GM0770'REFERENCE MARK--(1927) STANDARD USGS BRONZE REFERENCE TABLET CEMENTED
 GM0770'IN ROCK, 19.50 FT. FROM STATION, N 74 DEG 26 MIN E.
 GM0770
 GM0770                          STATION RECOVERY (1963)
 GM0770
 GM0770'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 GM0770'RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0483 ***********************************************************************
 FN0483  DESIGNATION -  CUERVO 2
 FN0483  PID         -  FN0483
 FN0483  STATE/COUNTY-  NM/GUADALUPE
 FN0483  USGS QUAD   -  CUERVO (1963)
 FN0483
 FN0483                         *CURRENT SURVEY CONTROL
 FN0483  ___________________________________________________________________
 FN0483* NAD 83(1992)-  35 02 46.08111(N)    104 22 40.94907(W)     ADJUSTED  
 FN0483* NAVD 88     -      1493.3    (meters)    4899.     (feet)  VERTCON   
 FN0483  ___________________________________________________________________
 FN0483  LAPLACE CORR-          -2.14  (seconds)                    DEFLEC99
 FN0483  GEOID HEIGHT-         -22.59  (meters)                     GEOID03
 FN0483
 FN0483  HORZ ORDER  -  SECOND
 FN0483
 FN0483.The horizontal coordinates were established by classical geodetic methods
 FN0483.and adjusted by the National Geodetic Survey in December 1993..
 FN0483
 FN0483.The NAVD 88 height was computed by applying the VERTCON shift value to
 FN0483.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FN0483
 FN0483.The Laplace correction was computed from DEFLEC99 derived deflections.
 FN0483
 FN0483.The geoid height was determined by GEOID03.
 FN0483
 FN0483;                    North         East     Units Scale Factor Converg.
 FN0483;SPC NM E     -   448,696.810   160,921.344   MT  0.99990930   -0 01 32.4
 FN0483;SPC NM E     - 1,472,099.45    527,956.11   sFT  0.99990930   -0 01 32.4
 FN0483;UTM  13      - 3,878,335.925   556,723.261   MT  0.99963965   +0 21 25.8
 FN0483
 FN0483!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FN0483!SPC NM E     -   0.99976920  x   0.99990930  =   0.99967852
 FN0483!UTM  13      -   0.99976920  x   0.99963965  =   0.99940894
 FN0483
 FN0483|---------------------------------------------------------------------|
 FN0483| PID    Reference Object                     Distance      Geod. Az  |
 FN0483|                                                           dddmmss.s |
 FN0483| CJ6130 CUERVO 2 RM 3                        17.712 METERS 02911     |
 FN0483| CJ6127 CUERVO AZ MK                                       2433045.0 |
 FN0483| CJ6131 CUERVO 2 RM 4                        17.584 METERS 29543     |
 FN0483| FN0496 LOS ANGELES AMARILLO AY BN 81A      APPROX.14.6 KM 3083850.4 |
 FN0483| FN0485 CUERVO                               74.740 METERS 35750     |
 FN0483|---------------------------------------------------------------------|
 FN0483
 FN0483                          SUPERSEDED SURVEY CONTROL
 FN0483
 FN0483  NAD 83(1986)-  35 02 46.08867(N)    104 22 40.94419(W) AD(       ) 2
 FN0483  NAD 27      -  35 02 45.88660(N)    104 22 39.01270(W) AD(       ) 2
 FN0483  NGVD 29 (07/19/86) 1492.6    (m)         4897.     (f) VERT ANG       
 FN0483
 FN0483.Superseded values are not recommended for survey control.
 FN0483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0483.See file dsdata.txt to determine how the superseded data were derived.
 FN0483
 FN0483_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEU5672378336(NAD 83)
 FN0483_MARKER: DS = TRIANGULATION STATION DISK
 FN0483_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FN0483
 FN0483  HISTORY     - Date     Condition        Report By
 FN0483  HISTORY     - 1963     MONUMENTED       CGS
 FN0483  HISTORY     - 1966     GOOD             CGS
 FN0483  HISTORY     - 1972     GOOD             NGS
 FN0483
 FN0483                          STATION DESCRIPTION
 FN0483
 FN0483'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (SEU)
 FN0483'THE STATION IS ABOUT 6-1/2 MILES WEST OF NEWKIRK, 2 MILES
 FN0483'NORTHEAST OF CUERVO, ALONG THE SOUTH SIDE OF U.S. HIGHWAY 66,
 FN0483'AT A TELEPHONE LINE WHICH RUNS ALONG BASE OF HILL, AND IN
 FN0483'SECTION 34 T. 10 N., R. 24 E.
 FN0483'
 FN0483'TO REACH THE STATION FROM THE POST OFFICE IN CUERVO, GO EASTERLY
 FN0483'ON U.S. HIGHWAY 66 FOR 1.4 MILES TO AZIMUTH MARK ON THE LEFT.
 FN0483'CONTINUE ON HIGHWAY 0.6 MILE TO THE STATION ON THE RIGHT.
 FN0483'
 FN0483'STATION MARKS ARE STANDARD DISKS STAMPED CUERVO 2 1963.  THE
 FN0483'SURFACE DISK IS SET IN A 10 IN X 10 IN CONCRETE POST WHICH
 FN0483'PROJECTS 4 INCHES.  IT IS 173 FEET SOUTH OF THE CENTER LINE
 FN0483'OF THE EAST BOUND TRAFFIC LANE OF U.S. HIGHWAY 66, 86 FEET
 FN0483'SOUTHEAST OF A GUYED TELEPHONE POLE, 65 FEET SOUTHWEST OF
 FN0483'ANOTHER TELEPHONE POLE AND 1.5 FEET WEST OF A METAL WITNESS
 FN0483'POST.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF
 FN0483'CONCRETE 36 INCHES BELOW THE SURFACE OF THE GROUND.
 FN0483'
 FN0483'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED CUERVO 2 NO 3 1963,
 FN0483'IS SET IN A 10 IN X 10 IN CONCRETE POST WHICH PROJECTS 2 INCHES.
 FN0483'IT IS 142 FEET SOUTH OF THE CENTER LINE OF THE EAST BOUND TRAFFIC
 FN0483'LANE OF U.S. HIGHWAY 66, 9 FEET WEST OF A TELEPHONE POLE
 FN0483'AND AT NEW MEXICO HIGHWAY DEPARTMENT STATION 130 + 53.
 FN0483'
 FN0483'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED CUERVO 2 NO 4 1963,
 FN0483'IS SET IN A 10 IN X 10 IN CONCRETE POST WHICH PROJECTS 6 INCHES.
 FN0483'IT IS 124 FEET SOUTH OF THE CENTER LINE OF THE EAST BOUND
 FN0483'TRAFFIC LANE OF U.S. HIGHWAY 66, AND 35 FEET EAST OF THE GUYED
 FN0483'TELEPHONE POLE.
 FN0483'
 FN0483'AZIMUTH MARK, A STANDARD DISK STAMPED CUERVO 1960, IS CEMENTED
 FN0483'IN A DRILL HOLE IN THE SOUTH END OF A CONCRETE CULVERT UNDER
 FN0483'OLD ROAD ON THE NORTH SIDE OF U.S. HIGHWAY 66.  IT IS 61 FEET
 FN0483'NORTH OF THE CENTER LINE OF THE WEST BOUND TRAFFIC LANE OF U.S.
 FN0483'HIGHWAY 66, 38 FEET SOUTH OF A HIGHWAY MARKER POST AND 5 FEET
 FN0483'WEST OF A METAL WITNESS POST.
 FN0483'
 FN0483'NOTE--REFERENCE MARKS WERE MEASURED WITH A 5 KG. TAPE TENSION.
 FN0483
 FN0483                          STATION RECOVERY (1966)
 FN0483
 FN0483'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (RWM)
 FN0483'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 FN0483
 FN0483                          STATION RECOVERY (1972)
 FN0483
 FN0483'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (CWW)
 FN0483'STATION WAS RECOVERED AS PREVIOUSLY DESCRIBED AND ALL MARKS
 FN0483'WERE FOUND IN GOOD CONDITION.
 FN0483'
 FN0483'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6.5 MILES
 FN0483'WEST OF NEWKIRK
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0727 ***********************************************************************
 EQ0727  DESIGNATION -  CUEVA
 EQ0727  PID         -  EQ0727
 EQ0727  STATE/COUNTY-  NM/TORRANCE
 EQ0727  USGS QUAD   -  CHUPADERA (1972)
 EQ0727
 EQ0727                         *CURRENT SURVEY CONTROL
 EQ0727  ___________________________________________________________________
 EQ0727* NAD 83(1992)-  34 21 45.03409(N)    106 19 59.67257(W)     ADJUSTED  
 EQ0727* NAVD 88     -      2184.1    (meters)    7166.     (feet)  VERTCON   
 EQ0727  ___________________________________________________________________
 EQ0727  LAPLACE CORR-           4.66  (seconds)                    DEFLEC99
 EQ0727  GEOID HEIGHT-         -20.23  (meters)                     GEOID03
 EQ0727
 EQ0727  HORZ ORDER  -  SECOND
 EQ0727  VERT ORDER  -  THIRD ? (See Below)
 EQ0727
 EQ0727.The horizontal coordinates were established by classical geodetic methods
 EQ0727.and adjusted by the National Geodetic Survey in December 1993..
 EQ0727
 EQ0727.The NAVD 88 height was computed by applying the VERTCON shift value to
 EQ0727.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EQ0727.The vertical order pertains to the NGVD 29 superseded value.
 EQ0727
 EQ0727.The Laplace correction was computed from DEFLEC99 derived deflections.
 EQ0727
 EQ0727.The geoid height was determined by GEOID03.
 EQ0727
 EQ0727;                    North         East     Units Scale Factor Converg.
 EQ0727;SPC NM C     -   372,864.572   492,343.257   MT  0.99990072   -0 02 49.1
 EQ0727;SPC NM C     - 1,223,306.52  1,615,296.17   sFT  0.99990072   -0 02 49.1
 EQ0727;UTM  13      - 3,803,156.697   377,399.386   MT  0.99978528   -0 45 09.4
 EQ0727
 EQ0727!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EQ0727!SPC NM C     -   0.99966044  x   0.99990072  =   0.99956119
 EQ0727!UTM  13      -   0.99966044  x   0.99978528  =   0.99944579
 EQ0727
 EQ0727:                Primary Azimuth Mark                     Grid Az
 EQ0727:SPC NM C     -  TABLE                                    050 07 44.3
 EQ0727:UTM  13      -  TABLE                                    050 50 04.6
 EQ0727
 EQ0727|---------------------------------------------------------------------|
 EQ0727| PID    Reference Object                     Distance      Geod. Az  |
 EQ0727|                                                           dddmmss.s |
 EQ0727| EQ0725 TABLE                               APPROX. 8.9 KM 0500455.2 |
 EQ0727| CD2758 CUEVA RM 1                            7.722 METERS 11235     |
 EQ0727| CD2759 CUEVA RM 2                            7.718 METERS 29304     |
 EQ0727|---------------------------------------------------------------------|
 EQ0727
 EQ0727                          SUPERSEDED SURVEY CONTROL
 EQ0727
 EQ0727  NAD 83(1986)-  34 21 45.04059(N)    106 19 59.67257(W) AD(       ) 2
 EQ0727  NAD 27      -  34 21 44.80662(N)    106 19 57.61982(W) AD(       ) 2
 EQ0727  NGVD 29 (07/19/86) 2183.2    (m)         7163.     (f) LEVELING    3  
 EQ0727
 EQ0727.Superseded values are not recommended for survey control.
 EQ0727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0727.See file dsdata.txt to determine how the superseded data were derived.
 EQ0727
 EQ0727_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU7739903157(NAD 83)
 EQ0727_MARKER: DD = SURVEY DISK
 EQ0727_SETTING: 66 = SET IN ROCK OUTCROP
 EQ0727_SP_SET: PARTIALLY EXPOSED BEDROCK
 EQ0727
 EQ0727  HISTORY     - Date     Condition        Report By
 EQ0727  HISTORY     - 1972     MONUMENTED       USGS
 EQ0727
 EQ0727                          STATION DESCRIPTION
 EQ0727
 EQ0727'DESCRIBED BY US GEOLOGICAL SURVEY 1972 (RDS)
 EQ0727'REFERENCE MARKS ARE IN LINE.
 EQ0727'
 EQ0727'THE STATION IS LOCATED SOUTH 26 DEGREES WEST, ABOUT 12 MILES
 EQ0727'AIRLINE FROM MOUNTAINAIR, NEW MEXICO, 0.25 MILE SOUTHWEST OF
 EQ0727'POINT WHERE GAS PIPELINE CROSSES A SOUTHWEST-NORTHEAST RIDGE
 EQ0727'IN SOUTHEAST CORNER OF SECTION 29, TOWNSHIP 2 NORTH, RANGE 6 EAST,
 EQ0727'ON LAND OWNED BY MR. VON CAIN.
 EQ0727'
 EQ0727'TO REACH FROM MOUNTAINAIR, GO 11.7 MILES SOUTH AND EAST ON
 EQ0727'STATE HIGHWAY 14 TO CURVE LEFT, CONTINUE STRAIGHT AHEAD 10.2
 EQ0727'MILES SOUTH AND WEST ON GRADED ROAD TO ENTRANCE GATE OF TRANS
 EQ0727'WESTERN PUMPING STATION, TURN RIGHT AND GO 0.6 MILE NORTH ON
 EQ0727'TRACK ROAD ALONG EAST SIDE OF FENCE TO EL PASO NATURAL GAS
 EQ0727'PIPELINE, TURN LEFT AND GO 2.6 MILES WEST-NORTHWEST ON SERVICE
 EQ0727'ROAD ALONG PIPELINE TO CROSSROADS AT CREST, TURN LEFT AND GO
 EQ0727'0.25 MILE SOUTHWEST ON DIM TRACK TO STATION SITE IN CENTER OF
 EQ0727'ROAD 12 FEET NORTH OF USGS WITNESS SIGN ON METAL POST.
 EQ0727'
 EQ0727'THE STATION MARK IS A USGS BRONZE TABLET SET IN BEDROCK
 EQ0727'PROJECTING 0.2 FOOT STAMPED CUEVA ET 1972.
 EQ0727'
 EQ0727'THE REFERENCE MARKS ARE USGS BRASS TABLETS SOLDERED TO COPPER
 EQ0727'COATED STEEL ROD DRIVEN 2.5 FEET TO REFUSAL, CENTERED IN GRAVEL
 EQ0727'FILLED PLASTIC TILE, 6 INCHES IN DIAMETER AND 1 FOOT LONG, SET
 EQ0727'FLUSH WITH GROUND.  THE RODS ARE DRIVEN THROUGH CRACKS IN
 EQ0727'FRACTURED CALICHE AND ARE THUS SOLIDLY ANCHORED.
 EQ0727'
 EQ0727'REFERENCE MARK NO. 1--TABLET STAMPED CUEVA ET 1972 NO. 1.
 EQ0727'
 EQ0727'REFERENCE MARK NO. 2--TABLET STAMPED CUEVA ET 1972 NO. 2.
 EQ0727'
 EQ0727'STATION TABLE ET 1972 IS VISIBLE FROM THE GROUND TO SERVE AS THE
 EQ0727'AZIMUTH MARK.
 EQ0727'
 EQ0727'ALL OBSERVATIONS MADE FROM A STANDARD TRIPOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1477 ***********************************************************************
 FO1477  DESIGNATION -  CUEVA
 FO1477  PID         -  FO1477
 FO1477  STATE/COUNTY-  NM/SANDOVAL
 FO1477  USGS QUAD   -  SKY VILLAGE NE (1978)
 FO1477
 FO1477                         *CURRENT SURVEY CONTROL
 FO1477  ___________________________________________________________________
 FO1477* NAD 83(1992)-  35 25 03.19433(N)    106 50 14.49060(W)     ADJUSTED  
 FO1477* NAVD 88     -      2037.8    (meters)    6686.     (feet)  VERTCON   
 FO1477  ___________________________________________________________________
 FO1477  LAPLACE CORR-          -2.10  (seconds)                    DEFLEC99
 FO1477  GEOID HEIGHT-         -20.72  (meters)                     GEOID03
 FO1477
 FO1477  HORZ ORDER  -  SECOND
 FO1477
 FO1477.The horizontal coordinates were established by classical geodetic methods
 FO1477.and adjusted by the National Geodetic Survey in December 1993..
 FO1477
 FO1477.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1477.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1477
 FO1477.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1477
 FO1477.The geoid height was determined by GEOID03.
 FO1477
 FO1477;                    North         East     Units Scale Factor Converg.
 FO1477;SPC NM C     -   490,053.310   446,659.947   MT  0.99993505   -0 20 25.4
 FO1477;SPC NM C     - 1,607,783.23  1,465,416.84   sFT  0.99993505   -0 20 25.4
 FO1477;UTM  13      - 3,920,900.203   333,184.694   MT  0.99994294   -1 03 54.2
 FO1477
 FO1477!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1477!SPC NM C     -   0.99968350  x   0.99993505  =   0.99961857
 FO1477!UTM  13      -   0.99968350  x   0.99994294  =   0.99962646
 FO1477
 FO1477|---------------------------------------------------------------------|
 FO1477| PID    Reference Object                     Distance      Geod. Az  |
 FO1477|                                                           dddmmss.s |
 FO1477| CD3333 CUEVA RM 1                           11.772 METERS 19419     |
 FO1477| CD3332 CUEVA AZ MK                                        2381629.0 |
 FO1477| CD3334 CUEVA RM 2                           13.262 METERS 30057     |
 FO1477|---------------------------------------------------------------------|
 FO1477
 FO1477                          SUPERSEDED SURVEY CONTROL
 FO1477
 FO1477  NAD 83(1986)-  35 25 03.19937(N)    106 50 14.49269(W) AD(       ) 2
 FO1477  NAD 27      -  35 25 03.07820(N)    106 50 12.36880(W) AD(       ) 2
 FO1477  NGVD 29 (07/19/86) 2036.8    (m)         6682.     (f) VERT ANG       
 FO1477
 FO1477.Superseded values are not recommended for survey control.
 FO1477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1477.See file dsdata.txt to determine how the superseded data were derived.
 FO1477
 FO1477_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV3318520900(NAD 83)
 FO1477_MARKER: DS = TRIANGULATION STATION DISK
 FO1477_SETTING: 0 = UNSPECIFIED SETTING
 FO1477
 FO1477  HISTORY     - Date     Condition        Report By
 FO1477  HISTORY     - 1958     MONUMENTED       CGS
 FO1477  HISTORY     - 1964     GOOD             CGS
 FO1477
 FO1477                          STATION DESCRIPTION
 FO1477
 FO1477'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RLE)
 FO1477'THE STATION IS LOCATED ON THE SUMMIT OF THE HILL SITUATED ALONG
 FO1477'THE NORTH RIM OF THE MESA WHERE IT BREAKS RATHER SHARPLY TO THE
 FO1477'NORTH INTO THE BAD LANDS, ABOUT 18 MILES WEST-NORTHWEST OF
 FO1477'BERNALILLO, ABOUT 11 MILES SOUTH-SOUTHWEST OF SAN YSRIDO AND 6 FEET
 FO1477'WEST OF A WITNESS POST.  THE MARK IS A STANDARD DISK BRAZED TO
 FO1477'THE TOP OF A 2-INCH IRON PIPE, PROJECTS 6 INCHES ABOVE THE
 FO1477'SURFACE OF THE GROUND AND IS STAMPED CUEVA 1958.
 FO1477'
 FO1477'REFERENCE MARK NO. 1 IS A STANDARD DISK BRAZED TO THE TOP OF
 FO1477'A 2-INCH IRON PIPE, PROJECTS 6 INCHES ABOVE THE SURFACE OF
 FO1477'THE GROUND AND IS STAMPED CUEVA NO 1 1958.
 FO1477'
 FO1477'REFERENCE MARK NO. 2 IS A STANDARD DISK BRAZED TO THE TOP OF
 FO1477'A 2-INCH IRON PIPE, PROJECTS 6 INCHES ABOVE THE SURFACE OF THE
 FO1477'GROUND AND IS STAMPED CUEVA NO 2 1958.
 FO1477'
 FO1477'AZIMUTH MARK IS 18 FEET SOUTH OF THE CENTER OF THE TRACK ROAD
 FO1477'AND 4 FEET EAST OF A WITNESS POST.  THE MARK PROJECTS 4 INCHES
 FO1477'ABOVE THE SURFACE OF THE GROUND AND IS STAMPED CUEVA 1958.
 FO1477'
 FO1477'TO REACH THE STATION FROM THE POST OFFICE IN BERNALILLO, GO
 FO1477'NORTH ON U.S. HIGHWAY NO. 85 FOR 1.2 MILES TO THE JUNCTION OF
 FO1477'STATE HIGHWAY NO. 44, TURN LEFT ON STATE HIGHWAY NO. 44 AND
 FO1477'GO WESTERLY FOR 5.5 MILES TO A SIDE ROAD ON THE LEFT AT A CATTLE
 FO1477'GUARD, TURN LEFT, CROSS THE CATTLE GUARD AND GO WEST ON THE
 FO1477'GRADED DIRT ROAD FOR 7.8 MILES TO A SMALL BUILDING AND CORRAL
 FO1477'ON THE RIGHT, CONTINUE WEST ON THE GRADED DIRT ROAD FOR 2.6
 FO1477'MILE TO A DIM TRACK ROAD ON THE RIGHT AT THE SUMMIT OF SMALL
 FO1477'GRADE, TURN RIGHT AND GO NORTHWEST ON TRACK ROAD FOR 1.5
 FO1477'MILES TO A FORK, TAKE THE RIGHT FORK AND GO NORTHWEST FOR 2.0
 FO1477'MILES TO A WIRE GATE AT A T-FENCE CORNER, PASS THROUGH THE
 FO1477'WIRE GATE AND GO NORTH FOR 1.0 MILE TO A FORK, TAKE THE RIGHT
 FO1477'FORK AND GO 0.7 MILE TO A DIM FORK, TAKE THE RIGHT FORK AND
 FO1477'GO 0.4 MILE TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED,
 FO1477'CONTINUE ON TRACK ROAD FOR 0.15 MILE TO A SMALL EARTH DAM ON
 FO1477'THE LEFT, TURN LEFT CROSSING OVER THE SMALL EARTH DAM AND GO
 FO1477'NORTHEAST ON DIM TRACK ROAD FOR 0.4 MILE TO THE TOP OF HILL
 FO1477'AND THE STATION AS DESCRIBED.
 FO1477'
 FO1477'HEIGHT OF LIGHT ABOVE STATION MARK 1.0 METERS.
 FO1477
 FO1477                          STATION RECOVERY (1964)
 FO1477
 FO1477'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (FHB)
 FO1477'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 FO1477'CONDITION.  THE DESCRIPTION TO REACH THE STATION IS CORRECT
 FO1477'AND ADEQUATE.
 FO1477'
 FO1477'ASTRO PARTY 621 VISITED THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0852 ***********************************************************************
 GM0852  DESIGNATION -  CUEVA
 GM0852  PID         -  GM0852
 GM0852  STATE/COUNTY-  NM/TAOS
 GM0852  USGS QUAD   -  CERRO VISTA (1995)
 GM0852
 GM0852                         *CURRENT SURVEY CONTROL
 GM0852  ___________________________________________________________________
 GM0852* NAD 83(1992)-  36 09 50.08233(N)    105 29 34.44392(W)     ADJUSTED  
 GM0852* NAVD 88     -      3253.2    (meters)   10673.     (feet)  VERTCON   
 GM0852  ___________________________________________________________________
 GM0852  LAPLACE CORR-           0.65  (seconds)                    DEFLEC99
 GM0852  GEOID HEIGHT-         -16.88  (meters)                     GEOID03
 GM0852
 GM0852  HORZ ORDER  -  THIRD
 GM0852
 GM0852.The horizontal coordinates were established by classical geodetic methods
 GM0852.and adjusted by the National Geodetic Survey in December 1993..
 GM0852
 GM0852.The NAVD 88 height was computed by applying the VERTCON shift value to
 GM0852.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GM0852
 GM0852.The Laplace correction was computed from DEFLEC99 derived deflections.
 GM0852
 GM0852.The geoid height was determined by GEOID03.
 GM0852
 GM0852;                    North         East     Units Scale Factor Converg.
 GM0852;SPC NM C     -   572,964.377   568,115.085   MT  0.99995715   +0 26 48.4
 GM0852;SPC NM C     - 1,879,800.63  1,863,890.91   sFT  0.99995715   +0 26 48.4
 GM0852;UTM  13      - 4,002,241.439   455,667.941   MT  0.99962421   -0 17 27.1
 GM0852
 GM0852!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GM0852!SPC NM C     -   0.99949232  x   0.99995715  =   0.99944949
 GM0852!UTM  13      -   0.99949232  x   0.99962421  =   0.99911672
 GM0852
 GM0852                          SUPERSEDED SURVEY CONTROL
 GM0852
 GM0852  NAD 83(1986)-  36 09 50.08798(N)    105 29 34.44760(W) AD(       ) 3
 GM0852  NGVD 29 (10/23/90) 3251.9    (m)        10669.     (f) VERT ANG       
 GM0852
 GM0852.Superseded values are not recommended for survey control.
 GM0852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0852.See file dsdata.txt to determine how the superseded data were derived.
 GM0852
 GM0852_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDA5566802241(NAD 83)
 GM0852_MARKER: DS = TRIANGULATION STATION DISK
 GM0852_SETTING: 0 = UNSPECIFIED SETTING
 GM0852_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GM0852
 GM0852  HISTORY     - Date     Condition        Report By
 GM0852  HISTORY     - 1962     MONUMENTED       USGS
 GM0852  HISTORY     - 1965     GOOD             USGS
 GM0852
 GM0852                          STATION DESCRIPTION
 GM0852
 GM0852'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 GM0852'ON SUMMIT OF LA CUEVA PEAK, ABOUT 5 MI. NE. OF TRES RITOS BY RD. AND
 GM0852'TRAIL.
 GM0852'
 GM0852'RECOVERED BY W. D. CHOATE IN 1965.
 GM0852'
 GM0852'REDESCRIBED BY D. F. CARNEY 1962 AS FOLLOWS--STATION LOCATED ON S. TIP
 GM0852'OF A GRASSY RIDGE RUNNING S. OF LA CUEVA MOUNTAIN.  IT IS
 GM0852'APPROXIMATELY 17 MI. SE. OF TAOS, NEW MEXICO AND 3 MI. NE. OF TRES
 GM0852'RITOS, NEW MEXICO.
 GM0852'
 GM0852'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAY 64 AND STATE
 GM0852'HIGHWAY 3, ABOUT 3.5 MI. S. OF TAOS, GO SE. ON HIGHWAY 3 6.5 MI. TO
 GM0852'CROSSROADS AND ENTRANCE TO POT CREEK LOGGING AND LUMBERING COMPANY.
 GM0852'TURN LEFT AND FOLLOW MAIN RD. 0.2 MI. TO RD. FORK.  TURN RIGHT,
 GM0852'FOLLOW MAIN RD. ALONG RIO GRANDE DEL RANCHOS 5.0 MI. TO RD. FORK.
 GM0852'TURN RIGHT, GO 1.6 MI. TO RD. FORK ON MOUNTAIN SIDE.  TURN LEFT, GO
 GM0852'1.0 MI. TO RD. FORK WITH RD. THAT GENERALLY FOLLOWS RIDGE TO CUEVA
 GM0852'MT., CONTINUE STRAIGHT AHEAD 5.1 MI. TO OLD SAWMILL SITE AT CLEARING
 GM0852'ON RIDGE, CONTINUE ALONG RD. 0.5 MI. TO RD. FORK.  TURN RIGHT, GO 0.6
 GM0852'MI. TO RD. FORK.  TURN RIGHT AND GO 0.1 MI. TO RD. FORK.  TURN RIGHT
 GM0852'AND GO 0.8 MI. TO CLEAR GRASSY RIDGE AND END OF RD.  TURN RIGHT AND
 GM0852'GO TO NOSE OF RIDGE AND STATION MARK.
 GM0852'
 GM0852'STATION MARK--STANDARD BRONZE TABLET SET IN ROCK, STAMPED---CUEVA
 GM0852'1962---.
 GM0852'
 GM0852'REFERENCE MARK--STANDARD BRONZE REFERENCE TABLET CEMENTED IN ROCK,
 GM0852'DISTANT FROM STATION MARK 16.6 FT. BEARING N 88 01 W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0846 ***********************************************************************
 CW0846  DESIGNATION -  CUEVO
 CW0846  PID         -  CW0846
 CW0846  STATE/COUNTY-  NM/CHAVES
 CW0846  USGS QUAD   -  DUNKEN (1989)
 CW0846
 CW0846                         *CURRENT SURVEY CONTROL
 CW0846  ___________________________________________________________________
 CW0846* NAD 83(1992)-  32 48 53.07837(N)    105 08 18.77477(W)     ADJUSTED  
 CW0846* NAVD 88     -      1681.     (meters)    5515.     (feet)  SCALED    
 CW0846  ___________________________________________________________________
 CW0846  LAPLACE CORR-          -4.54  (seconds)                    DEFLEC99
 CW0846  GEOID HEIGHT-         -21.36  (meters)                     GEOID03
 CW0846
 CW0846  HORZ ORDER  -  FIRST
 CW0846
 CW0846.The horizontal coordinates were established by classical geodetic methods
 CW0846.and adjusted by the National Geodetic Survey in December 1993..
 CW0846
 CW0846.The orthometric height was scaled from a topographic map.
 CW0846
 CW0846.The Laplace correction was computed from DEFLEC99 derived deflections.
 CW0846
 CW0846.The geoid height was determined by GEOID03.
 CW0846
 CW0846;                    North         East     Units Scale Factor Converg.
 CW0846;SPC NM E     -   201,497.153    89,599.006   MT  0.99997917   -0 26 11.0
 CW0846;SPC NM E     -   661,078.58    293,959.41   sFT  0.99997917   -0 26 11.0
 CW0846;UTM  13      - 3,630,758.248   487,030.386   MT  0.99960207   -0 04 30.3
 CW0846
 CW0846!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CW0846!SPC NM E     -   0.99973955  x   0.99997917  =   0.99971873
 CW0846!UTM  13      -   0.99973955  x   0.99960207  =   0.99934172
 CW0846
 CW0846:                Primary Azimuth Mark                     Grid Az
 CW0846:SPC NM E     -  CUEVO AZ MK                              000 49 59.4
 CW0846:UTM  13      -  CUEVO AZ MK                              000 28 18.7
 CW0846
 CW0846|---------------------------------------------------------------------|
 CW0846| PID    Reference Object                     Distance      Geod. Az  |
 CW0846|                                                           dddmmss.s |
 CW0846| CH8709 CUEVO AZ MK                                        0002348.4 |
 CW0846| CH8710 CUEVO RM 1                           14.909 METERS 04831     |
 CW0846| CH8711 CUEVO RM 2                           14.257 METERS 14931     |
 CW0846|---------------------------------------------------------------------|
 CW0846
 CW0846                          SUPERSEDED SURVEY CONTROL
 CW0846
 CW0846  NAD 83(1986)-  32 48 53.08690(N)    105 08 18.77429(W) AD(       ) 1
 CW0846  NAD 27      -  32 48 52.71740(N)    105 08 16.86680(W) AD(       ) 1
 CW0846
 CW0846.Superseded values are not recommended for survey control.
 CW0846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0846.See file dsdata.txt to determine how the superseded data were derived.
 CW0846
 CW0846_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDS8703030758(NAD 83)
 CW0846_MARKER: DD = SURVEY DISK
 CW0846_SETTING: 66 = SET IN ROCK OUTCROP
 CW0846
 CW0846  HISTORY     - Date     Condition        Report By
 CW0846  HISTORY     - 1934     MONUMENTED       CGS
 CW0846  HISTORY     - 1943     GOOD             CGS
 CW0846  HISTORY     - 1960     GOOD             USGS
 CW0846
 CW0846                          STATION DESCRIPTION
 CW0846
 CW0846'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 CW0846'ABOUT 4 MILES AIRLINE E OF DUNKENS STORE, ON THE HIGHEST HILL
 CW0846'BETWEEN BIG CUEVO AND LITTLE CUEVO CREEKS, ABOUT 1 MILE W OF A SHEEP
 CW0846'CAMP WHICH IS AT A WINDMILL AND NOT VISIBLE FROM THE STATION, AND
 CW0846'91 FEET E OF A N-S SHEEP FENCE.
 CW0846'
 CW0846'THE STATION, AZIMUTH, AND REFERENCE MARKS ARE BRONZE DISKS SET
 CW0846'IN BEDROCK.
 CW0846'
 CW0846'REFERENCE MARK 1 IS 146 FEET E OF A N-S SHEEP FENCE AND 23.70
 CW0846'METERS (77.8 FEET) FROM STATION,
 CW0846'AND REFERENCE MARK 2 IS 123 FEET E OF THE FENCE AND 16.88 METERS
 CW0846'(55.4 FEET) FROM STATION.
 CW0846'
 CW0846'AZIMUTH MARK IS 5 FEET E OF THE N-S FENCE AND 0.4 MILE FROM
 CW0846'STATION.
 CW0846'PEAK.
 CW0846'
 CW0846'TO REACH FROM DUNKEN STORE WHICH IS 22.6 MILES NE OF PINON ON
 CW0846'THE ARTESIA ROAD, GO E 2.0 MILES ON A RANCH ROAD, PASS THROUGH
 CW0846'A GATE AND GO 0.6 MILE, FOLLOW LEFT FORK E 0.9 MILE, FOLLOW
 CW0846'THE DIM ROAD TO THE RIGHT (SE) 0.3 MILE TO TOP OF HILL AND THE
 CW0846'STATION.
 CW0846
 CW0846                          STATION RECOVERY (1943)
 CW0846
 CW0846'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (EHB)
 CW0846'ALL MARKS WERE FOUND AS DESCRIBED, IN GOOD CONDITION.
 CW0846'
 CW0846'STATION IS LOCATED ABOUT 24 MILES AIRLINE W OF HOPE AND 4 MILES
 CW0846'E OF DUNKENS STORE, ON THE HIGHEST HILL BETWEEN BIG CUEVO AND LITTLE
 CW0846'CUEVO CREEKS.  A BRONZE STATION DISK WEDGED IN A DRILL HOLE IN
 CW0846'OUTCROPPING BEDROCK FLUSH WITH GROUND.  STAMPED CUEVO 1934.
 CW0846'
 CW0846'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK WEDGED IN A DRILL
 CW0846'HOLE IN OUTCROPPING BEDROCK FLUSH WITH GROUND.  STAMPED CUEVO NO
 CW0846'1 1934.
 CW0846'
 CW0846'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK WEDGED IN A DRILL HOLE
 CW0846'IN OUTCROPPING BEDROCK FLUSH WITH GROUND.  STAMPED CUEVO NO 2
 CW0846'1934.
 CW0846'
 CW0846'AZIMUTH MARK IS ABOUT 0.4 MILE N OF THE STATION AND 5 FEET E OF
 CW0846'THE FENCE, NEAR A LOW ROCK CAIRN.  IT IS A BRONZE REFERENCE DISK
 CW0846'WEDGED IN A DRILL HOLE IN OUTCROPPING BEDROCK FLUSH WITH GROUND.
 CW0846'STAMPED AZIMUTH CUEVO 1934.
 CW0846'
 CW0846'TO REACH FROM THE POST OFFICE IN HOPE, GO W ON STATE HIGHWAY
 CW0846'83 FOR 28.2 MILES TO ROAD LEFT AND SIGN DUNKEN STORE 6.  TURN
 CW0846'LEFT AND FOLLOW MAIN-TRAVELED GRADED ROAD ABOUT 5.7 MILES TO THE
 CW0846'DUNKEN STORE (BUILT OF ROCK).  TURN SHARP LEFT AND PASS TO THE
 CW0846'LEFT OF BARN.  THEN FOLLOW TRACK ROAD E 3 MILES TO FORKS.  TAKE
 CW0846'LEFT FORK AND CONTINUE E 0.8 MILE TO FORKS.  TAKE RIGHT FORK AND
 CW0846'GO SE 0.4 MILE TO TOP OF HILL.  STATION IS ON THE HIGHEST POINT
 CW0846'OF HILL ABOUT 91 FEET E OF FENCE.
 CW0846'
 CW0846'A 4-FOOT WOOD STAND WAS USED FOR OBSERVATIONS.
 CW0846
 CW0846                          STATION RECOVERY (1960)
 CW0846
 CW0846'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 CW0846'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0990 ***********************************************************************
 FM0990  DESIGNATION -  CUISTION
 FM0990  PID         -  FM0990
 FM0990  STATE/COUNTY-  NM/HARDING
 FM0990  USGS QUAD   -  HAMPTON RANCH (1968)
 FM0990
 FM0990                         *CURRENT SURVEY CONTROL
 FM0990  ___________________________________________________________________
 FM0990* NAD 83(1992)-  35 26 36.19519(N)    103 41 37.67591(W)     ADJUSTED  
 FM0990* NAVD 88     -      1284.9    (meters)    4216.     (feet)  VERTCON   
 FM0990  ___________________________________________________________________
 FM0990  LAPLACE CORR-          -2.16  (seconds)                    DEFLEC99
 FM0990  GEOID HEIGHT-         -22.68  (meters)                     GEOID03
 FM0990
 FM0990  HORZ ORDER  -  THIRD
 FM0990
 FM0990.The horizontal coordinates were established by classical geodetic methods
 FM0990.and adjusted by the National Geodetic Survey in December 1993..
 FM0990
 FM0990.The NAVD 88 height was computed by applying the VERTCON shift value to
 FM0990.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FM0990
 FM0990.The Laplace correction was computed from DEFLEC99 derived deflections.
 FM0990
 FM0990.The geoid height was determined by GEOID03.
 FM0990
 FM0990;                    North         East     Units Scale Factor Converg.
 FM0990;SPC NM E     -   492,953.162   223,060.378   MT  0.99995062   +0 22 15.2
 FM0990;SPC NM E     - 1,617,297.17    731,823.92   sFT  0.99995062   +0 22 15.2
 FM0990;UTM  13      - 3,922,998.570   618,549.884   MT  0.99977319   +0 45 27.2
 FM0990
 FM0990!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FM0990!SPC NM E     -   0.99980192  x   0.99995062  =   0.99975255
 FM0990!UTM  13      -   0.99980192  x   0.99977319  =   0.99957516
 FM0990
 FM0990:                Primary Azimuth Mark                     Grid Az
 FM0990:SPC NM E     -  CUISTION AZ MK                           129 47 38.4
 FM0990:UTM  13      -  CUISTION AZ MK                           129 24 26.4
 FM0990
 FM0990|---------------------------------------------------------------------|
 FM0990| PID    Reference Object                     Distance      Geod. Az  |
 FM0990|                                                           dddmmss.s |
 FM0990| CJ6132 CUISTION AZ MK                                     1300953.6 |
 FM0990| CJ6133 CUISTION RM 1                         5.548 METERS 13339     |
 FM0990| CJ6134 CUISTION RM 2                         6.714 METERS 18147     |
 FM0990|---------------------------------------------------------------------|
 FM0990
 FM0990                          SUPERSEDED SURVEY CONTROL
 FM0990
 FM0990  NAD 83(1986)-  35 26 36.20420(N)    103 41 37.67174(W) AD(       ) 3
 FM0990  NAD 27      -  35 26 36.02860(N)    103 41 35.79740(W) AD(       ) 3
 FM0990  NGVD 29 (07/19/86) 1284.3    (m)         4214.     (f) VERT ANG       
 FM0990
 FM0990.Superseded values are not recommended for survey control.
 FM0990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0990.See file dsdata.txt to determine how the superseded data were derived.
 FM0990
 FM0990_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFV1855022999(NAD 83)
 FM0990_MARKER: DS = TRIANGULATION STATION DISK
 FM0990_SETTING: 80 = SET IN A BOULDER
 FM0990_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 FM0990
 FM0990  HISTORY     - Date     Condition        Report By
 FM0990  HISTORY     - 1960     MONUMENTED       CGS
 FM0990
 FM0990                          STATION DESCRIPTION
 FM0990
 FM0990'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (HWK)
 FM0990'THE STATION IS APPROXIMATELY 18 MILES NORTH OF TUCUMCARI, 16
 FM0990'MILES WEST AND 3 MILES NORTH OF LOGAN, ON A ROUND TOPPED
 FM0990'GRASSY HILL, ON PROPERTY OWNED BY MR. WAYNE MC CUISTION.
 FM0990'
 FM0990'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 54 AND
 FM0990'STATE HIGHWAY 39, 0.4 MILE NORTH OF LOGAN, GO NORTHERLY ON
 FM0990'HIGHWAY 39 FOR 2.5 MILES TO A SIDE ROAD LEFT.  TURN LEFT,
 FM0990'WESTERLY ON THE MAIN DIRT ROAD FOR 4.4 MILES TO A BRIDGE OVER
 FM0990'UTE CREEK.  CONTINUE WESTERLY ON THE MAIN DIRT ROAD FOR 2.4
 FM0990'MILES TO A FORK.  TAKE RIGHT FORK, MAIN ROAD FOR 0.6 MILE TO A
 FM0990'REVERSE Y.  CONTINUE WESTERLY ON THE MAIN ROAD 1.35 MILES TO A
 FM0990'FORK.  BEAR LEFT AND CONTINUE ON THE MAIN ROAD FOR 4.85 MILES
 FM0990'TO A SIDE ROAD ON THE LEFT.  CONTINUE WEST ON THE MAIN ROAD
 FM0990'FOR 0.7 MILE TO MR. MC CUISTION HOUSE ON THE RIGHT.
 FM0990'CONTINUE WESTERLY ON THE MAIN ROAD FOR 1.4 MILES TO THE
 FM0990'AZIMUTH MARK ON THE RIGHT.  CONTINUE AHEAD ON THE MAIN ROAD
 FM0990'FOR 0.7 MILE TO A ROAD FORK AND THE ROUND TOPPED HILL ON THE
 FM0990'LEFT.  TURN LEFT, LEAVING THE DIRT ROAD AND GO SOUTHWEST,
 FM0990'UPHILL FOR 0.15 MILE TO THE TOP OF THE HILL AND THE
 FM0990'STATION.
 FM0990'
 FM0990'STATION MARK, A STANDARD DISK STAMPED CUISTION 1960, IS
 FM0990'CEMENTED IN A DRILL HOLE IN A 16 INCH BY 10 INCH BOULDER WHICH
 FM0990'PROJECTS 3 INCHES.
 FM0990'
 FM0990'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED CUISTION NO
 FM0990'1 1960, IS CEMENTED IN A DRILL HOLE IN A 16 INCH BY 16 INCH
 FM0990'BOULDER WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 FM0990'
 FM0990'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED CUISTION NO
 FM0990'2 1960, IS CEMENTED IN A DRILL HOLE IN A 24 INCH BY 10 INCH
 FM0990'BOULDER WHICH PROJECTS 6 INCHES.
 FM0990'
 FM0990'AZIMUTH MARK, A STANDARD DISK STAMPED CUISTION 1960, IS SET
 FM0990'IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS 26
 FM0990'FEET SOUTHWEST OF THE CENTER OF THE DIRT ROAD AND 3 FEET
 FM0990'WEST OF A METAL WITNESS POST.
 FM0990'
 FM0990'NOTE--REFERNCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CF0288 ***********************************************************************
 CF0288  DESIGNATION -  CULBERSON
 CF0288  PID         -  CF0288
 CF0288  STATE/COUNTY-  NM/HIDALGO
 CF0288  USGS QUAD   -  WHITEWATER CREEK (1983)
 CF0288
 CF0288                         *CURRENT SURVEY CONTROL
 CF0288  ___________________________________________________________________
 CF0288* NAD 83(1992)-  31 22 23.56806(N)    108 38 41.64523(W)     ADJUSTED  
 CF0288* NAVD 88     -      1616.     (meters)    5302.     (feet)  SCALED    
 CF0288  ___________________________________________________________________
 CF0288  LAPLACE CORR-           0.43  (seconds)                    DEFLEC99
 CF0288  GEOID HEIGHT-         -25.75  (meters)                     GEOID03
 CF0288
 CF0288  HORZ ORDER  -  FIRST
 CF0288
 CF0288.The horizontal coordinates were established by classical geodetic methods
 CF0288.and adjusted by the National Geodetic Survey in December 1993..
 CF0288
 CF0288.The orthometric height was scaled from a topographic map.
 CF0288
 CF0288.The Laplace correction was computed from DEFLEC99 derived deflections.
 CF0288
 CF0288.The geoid height was determined by GEOID03.
 CF0288
 CF0288;                    North         East     Units Scale Factor Converg.
 CF0288;SPC NM W     -    41,660.370   752,800.534   MT  0.99999015   -0 25 21.1
 CF0288;SPC NM W     -   136,680.73  2,469,813.09   sFT  0.99999015   -0 25 21.1
 CF0288;UTM  12      - 3,473,361.898   723,980.684   MT  1.00021881   +1 13 35.8
 CF0288
 CF0288!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CF0288!SPC NM W     -   0.99975038  x   0.99999015  =   0.99974053
 CF0288!UTM  12      -   0.99975038  x   1.00021881  =   0.99996913
 CF0288
 CF0288|---------------------------------------------------------------------|
 CF0288| PID    Reference Object                     Distance      Geod. Az  |
 CF0288|                                                           dddmmss.s |
 CF0288| CC7217 CULBERSON RM 2                        9.192 METERS 00251     |
 CF0288| CF0289 CULBERSON WM PIPE 3 IN 15 FT HIGH     8.641 METERS 05104     |
 CF0288| CC7216 CULBERSON RM 1                        6.831 METERS 10311     |
 CF0288| CC7215 CULBERSON AZ MK                                    1713012.0 |
 CF0288|---------------------------------------------------------------------|
 CF0288
 CF0288                          SUPERSEDED SURVEY CONTROL
 CF0288
 CF0288  NAD 83(1992)-  31 22 23.56816(N)    108 38 41.64487(W) AD(       ) 1
 CF0288  NAD 83(1986)-  31 22 23.57424(N)    108 38 41.63426(W) AD(       ) 1
 CF0288  NAD 27      -  31 22 23.18400(N)    108 38 39.48300(W) AD(       ) 1
 CF0288
 CF0288.Superseded values are not recommended for survey control.
 CF0288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0288.See file dsdata.txt to determine how the superseded data were derived.
 CF0288
 CF0288_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RYV2398173362(NAD 83)
 CF0288_MARKER: DS = TRIANGULATION STATION DISK
 CF0288_SETTING: 66 = SET IN ROCK OUTCROP
 CF0288
 CF0288  HISTORY     - Date     Condition        Report By
 CF0288  HISTORY     - 1938     MONUMENTED       CGS
 CF0288  HISTORY     - 1958     GOOD             CGS
 CF0288
 CF0288                          STATION DESCRIPTION
 CF0288
 CF0288'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 CF0288'LOCATED ABOUT 8.0 MILES W OF ANTELOPE WELLS, 3.0 MILES SW OF
 CF0288'HILO PEAK (IN THE HIGH LONESOME MOUNTAINS), ABOUT 2.7 MILES
 CF0288'N OF THE UNITED STATES-MEXICAN INTERNATIONAL BOUNDARY, ABOUT
 CF0288'1.0 MILE SW OF CULBERSONS RANCH, ON A HIGH, GRASSY, ROUNDED
 CF0288'HILL.  THE HIGHEST AND MOST PROMINENT IN THE IMMEDIATE VICINITY.
 CF0288'THE AZIMUTH MARK IS ON THE FIRST OF TWO LOW HILLS S OF THE
 CF0288'STATION.
 CF0288'
 CF0288'THE STATION MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL HOLE
 CF0288'IN OUTCROPPING BEDROCK AND SURROUNDED BY A TRIANGLE CHISELED
 CF0288'IN THE ROCK AS DESCRIBED.  REFERENCE AND AZIMUTH
 CF0288'MARKS ARE STANDARD BRONZE DISKS IN OUTCROPPING BEDROCK AS
 CF0288'DESCRIBED.
 CF0288'
 CF0288'REACHED FROM HACHITA BY GOING S ON A GRADED ROAD KNOWN LOCALLY
 CF0288'AS THE PLAYAS-GRANITE PASS ROAD, FOR 12.4 MILES TO WHERE THE
 CF0288'ROAD JOGS W FOR 0.3 MILE AND THEN CONTINUES S (TRIANGULATION
 CF0288'STATION TWELVE MILE ON THE RIGHT).  THENCE CONTINUE S ON THE
 CF0288'MAIN-TRAVELED ROAD FOR 9.8 MILES TO THE HATCHET SIDE CCC CAMP
 CF0288'ON THE RIGHT.  HERE CONTINUE SOUTHERLY ON THE MAIN-TRAVELED
 CF0288'ROAD FOR 9.8 MILES TO AN OLD FIREPLACE OF AN ABANDONED AND
 CF0288'DECAYED ADOBE HOUSE ON THE RIGHT AND TRIANGULATION STATION
 CF0288'FIREPLACE ON THE LEFT.  HERE CONTINUE S ON THE ROAD FOR
 CF0288'14.8 MILES TO A T-ROAD INTERSECTION AT A SIGN CUSTOM HOUSE.
 CF0288'THENCE TURN RIGHT AND GO W ON THE MAIN-TRAVELED ROAD FOR
 CF0288'ABOUT 3 MILES TO A SIDE FORK RIGHT WHICH LEADS TO CULBERSONS
 CF0288'RANCH.  KEEP LEFT FORK (MAIN-TRAVELED ROAD) SOUTHERLY FOR
 CF0288'6.0 MILES FROM THE CUSTOM HOUSE FORK TO WHERE THE ROAD MAKES A
 CF0288'U-TURN AROUND THE SOUTHERN END OF A HILL AND THEN GOES
 CF0288'NORTHWESTERLY.  THERE IS A RESERVOIR ON THE RIGHT JUST
 CF0288'AFTER PASSING THE SOUTHERN TIP OF THE HILL.  HERE LEAVE THE
 CF0288'ROAD, GO AROUND THE WESTERN END OF THE RESERVOIR, AND THEN
 CF0288'HEAD NORTHEASTERLY UP THE SLOPE OF THE HILL FOR 0.7 MILE TO A
 CF0288'SADDLE IN THE HILL AND END OF TRUCK TRAVEL.  FROM HERE PACK
 CF0288'N UP SLOPE TO THE HIGHEST POINT OF THE HILL AND STATION
 CF0288'SITE.  THERE IS A 3-INCH IRON PIPE ABOUT 15 FEET HIGH, 28.35 FEET
 CF0288'NE OF THE STATION.
 CF0288
 CF0288                          STATION RECOVERY (1958)
 CF0288
 CF0288'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (AMS)
 CF0288'STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AS DESCRIBED.
 CF0288'
 CF0288'THE STATION IS LOCATED ON THE HIGHEST POINT OF HILL, 133 FEET ESE
 CF0288'OF ROCK OUTCROP.  293 FEET N OF THE CENTER OF SLIGHT SADDLE.  309
 CF0288'FEET ENE AT S EDGE OF ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CF0289 ***********************************************************************
 CF0289  DESIGNATION -  CULBERSON WM PIPE 3 IN 15 FT HIGH
 CF0289  PID         -  CF0289
 CF0289  STATE/COUNTY-  NM/HIDALGO
 CF0289  USGS QUAD   -  WHITEWATER CREEK (1983)
 CF0289
 CF0289                         *CURRENT SURVEY CONTROL
 CF0289  ___________________________________________________________________
 CF0289* NAD 83(1992)-  31 22 23.74435(N)    108 38 41.39084(W)     ADJUSTED  
 CF0289* NAVD 88     -      1616.     (meters)    5302.     (feet)  SCALED    
 CF0289  ___________________________________________________________________
 CF0289  LAPLACE CORR-           0.43  (seconds)                    DEFLEC99
 CF0289  GEOID HEIGHT-         -25.75  (meters)                     GEOID03
 CF0289
 CF0289  HORZ ORDER  -  SECOND
 CF0289
 CF0289.The horizontal coordinates were established by classical geodetic methods
 CF0289.and adjusted by the National Geodetic Survey in December 1993..
 CF0289
 CF0289.The orthometric height was scaled from a topographic map.
 CF0289
 CF0289.The Laplace correction was computed from DEFLEC99 derived deflections.
 CF0289
 CF0289.The geoid height was determined by GEOID03.
 CF0289
 CF0289;                    North         East     Units Scale Factor Converg.
 CF0289;SPC NM W     -    41,665.750   752,807.296   MT  0.99999014   -0 25 21.0
 CF0289;SPC NM W     -   136,698.38  2,469,835.27   sFT  0.99999014   -0 25 21.0
 CF0289;UTM  12      - 3,473,367.472   723,987.290   MT  1.00021885   +1 13 35.9
 CF0289
 CF0289!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CF0289!SPC NM W     -   0.99975038  x   0.99999014  =   0.99974052
 CF0289!UTM  12      -   0.99975038  x   1.00021885  =   0.99996917
 CF0289
 CF0289                          SUPERSEDED SURVEY CONTROL
 CF0289
 CF0289  NAD 83(1992)-  31 22 23.74444(N)    108 38 41.39048(W) AD(       ) 2
 CF0289  NAD 83(1986)-  31 22 23.75052(N)    108 38 41.37987(W) AD(       ) 2
 CF0289  NAD 27      -  31 22 23.36000(N)    108 38 39.22900(W) AD(       ) 2
 CF0289
 CF0289.Superseded values are not recommended for survey control.
 CF0289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0289.See file dsdata.txt to determine how the superseded data were derived.
 CF0289
 CF0289_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RYV2398773367(NAD 83)
 CF0289_MARKER: I = METAL ROD
 CF0289_SETTING: 0 = UNSPECIFIED SETTING
 CF0289_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CF0289
 CF0289  HISTORY     - Date     Condition        Report By
 CF0289  HISTORY     - 1938     MONUMENTED       CGS
 CF0289
 CF0289                          STATION DESCRIPTION
 CF0289
 CF0289'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 CF0289'REACHED FROM HACHITA BY GOING S ON A GRADED ROAD KNOWN LOCALLY
 CF0289'AS THE PLAYAS-GRANITE PASS ROAD, FOR 12.4 MILES TO WHERE THE
 CF0289'ROAD JOGS W FOR 0.3 MILE AND THEN CONTINUES S (TRIANGULATION
 CF0289'STATION TWELVE MILE ON THE RIGHT).  THENCE CONTINUE S ON THE
 CF0289'MAIN-TRAVELED ROAD FOR 9.8 MILES TO THE HATCHET SIDE CCC CAMP
 CF0289'ON THE RIGHT.  HERE CONTINUE SOUTHERLY ON THE MAIN-TRAVELED
 CF0289'ROAD FOR 9.8 MILES TO AN OLD FIREPLACE OF AN ABANDONED AND
 CF0289'DECAYED ADOBE HOUSE ON THE RIGHT AND TRIANGULATION STATION
 CF0289'FIREPLACE ON THE LEFT.  HERE CONTINUE S ON THE ROAD FOR
 CF0289'14.8 MILES TO A T-ROAD INTERSECTION AT A SIGN CUSTOM HOUSE.
 CF0289'THENCE TURN RIGHT AND GO W ON THE MAIN-TRAVELED ROAD FOR
 CF0289'ABOUT 3 MILES TO A SIDE FORK RIGHT WHICH LEADS TO CULBERSONS
 CF0289'RANCH.  KEEP LEFT FORK (MAIN-TRAVELED ROAD) SOUTHERLY FOR
 CF0289'6.0 MILES FROM THE CUSTOM HOUSE FORK TO WHERE THE ROAD MAKES A
 CF0289'U-TURN AROUND THE SOUTHERN END OF A HILL AND THEN GOES
 CF0289'NORTHWESTERLY.  THERE IS A RESERVOIR ON THE RIGHT JUST
 CF0289'AFTER PASSING THE SOUTHERN TIP OF THE HILL.  HERE LEAVE THE
 CF0289'ROAD, GO AROUND THE WESTERN END OF THE RESERVOIR, AND THEN
 CF0289'HEAD NORTHEASTERLY UP THE SLOPE OF THE HILL FOR 0.7 MILE TO A
 CF0289'SADDLE IN THE HILL AND END OF TRUCK TRAVEL.  FROM HERE PACK
 CF0289'N UP SLOPE TO THE HIGHEST POINT OF THE HILL AND STATION
 CF0289'SITE.  THERE IS A 3-INCH IRON PIPE ABOUT 15 FEET HIGH, 28.35 FEET
 CF0289'NE OF THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM1048 ***********************************************************************
 FM1048  DESIGNATION -  CULBERT
 FM1048  PID         -  FM1048
 FM1048  STATE/COUNTY-  NM/HARDING
 FM1048  USGS QUAD   -  GALLEGOS NE (1969)
 FM1048
 FM1048                         *CURRENT SURVEY CONTROL
 FM1048  ___________________________________________________________________
 FM1048* NAD 83(1992)-  35 43 44.54495(N)    103 31 43.81220(W)     ADJUSTED  
 FM1048* NAVD 88     -      1456.4    (meters)    4778.     (feet)  VERTCON   
 FM1048  ___________________________________________________________________
 FM1048  LAPLACE CORR-          -2.06  (seconds)                    DEFLEC99
 FM1048  GEOID HEIGHT-         -21.84  (meters)                     GEOID03
 FM1048
 FM1048  HORZ ORDER  -  SECOND
 FM1048
 FM1048.The horizontal coordinates were established by classical geodetic methods
 FM1048.and adjusted by the National Geodetic Survey in December 1993..
 FM1048
 FM1048.The NAVD 88 height was computed by applying the VERTCON shift value to
 FM1048.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FM1048
 FM1048.The Laplace correction was computed from DEFLEC99 derived deflections.
 FM1048
 FM1048.The geoid height was determined by GEOID03.
 FM1048
 FM1048;                    North         East     Units Scale Factor Converg.
 FM1048;SPC NM E     -   524,754.300   237,777.853   MT  0.99997434   +0 28 11.3
 FM1048;SPC NM E     - 1,721,631.40    780,109.51   sFT  0.99997434   +0 28 11.3
 FM1048;UTM  13      - 3,954,893.332   633,049.227   MT  0.99981814   +0 51 33.2
 FM1048
 FM1048!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FM1048!SPC NM E     -   0.99977490  x   0.99997434  =   0.99974924
 FM1048!UTM  13      -   0.99977490  x   0.99981814  =   0.99959308
 FM1048
 FM1048|---------------------------------------------------------------------|
 FM1048| PID    Reference Object                     Distance      Geod. Az  |
 FM1048|                                                           dddmmss.s |
 FM1048| CJ6136 CULBERT RM 1                         11.928 METERS 03319     |
 FM1048| CJ6137 CULBERT RM 2                          8.720 METERS 27409     |
 FM1048| CJ6135 CULBERT AZ MK                                      3301811.0 |
 FM1048|---------------------------------------------------------------------|
 FM1048
 FM1048                          SUPERSEDED SURVEY CONTROL
 FM1048
 FM1048  NAD 83(1986)-  35 43 44.55412(N)    103 31 43.80887(W) AD(       ) 2
 FM1048  NAD 27      -  35 43 44.40710(N)    103 31 41.95800(W) AD(       ) 2
 FM1048  NGVD 29 (07/19/86) 1455.7    (m)         4776.     (f) VERT ANG       
 FM1048
 FM1048.Superseded values are not recommended for survey control.
 FM1048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM1048.See file dsdata.txt to determine how the superseded data were derived.
 FM1048
 FM1048_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFV3304954893(NAD 83)
 FM1048_MARKER: DS = TRIANGULATION STATION DISK
 FM1048_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM1048
 FM1048  HISTORY     - Date     Condition        Report By
 FM1048  HISTORY     - 1960     MONUMENTED       CGS
 FM1048
 FM1048                          STATION DESCRIPTION
 FM1048
 FM1048'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (HWK)
 FM1048'THE STATION IS APPROXIMATELY 24-1/2 MILES EAST OF MOSQUERO, 13
 FM1048'MILES NORTHEAST OF THE UTE RIVER BRIDGE IN GALLEGOS, 7 MILES
 FM1048'SOUTH OF STATE HIGHWAY 65, IN SECTION 3, T-17-N, R-32-E, ON
 FM1048'THE SUMMIT OF A GRASS AND SAGE BRUSH COVERED, SANDY RIDGE, ON
 FM1048'PROPERTY OWNED BY THE CULBERTSON RANCH.
 FM1048'
 FM1048'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 39
 FM1048'AND 65, APPROXIMATELY 9 MILES (AIRLINE) EAST OF MOSQUERO, GO NORTH
 FM1048'AND EAST ON HIGHWAY 65 FOR 8.0 MILES TO THE END OF THE PAVEMENT
 FM1048'AND THE JUNCTION OF STATE HIGHWAY 102.  CONTINUE EASTERLY ON
 FM1048'HIGHWAY 65 (GRAVEL ROAD) 7.8 MILES TO A CROSSROAD AND A SIGN
 FM1048'W.O. CULBERTSON AND SONS ON THE RIGHT.  TURN RIGHT AND GO SOUTH
 FM1048'ON A BLADED ROAD 0.7 MILE TO A WINDMILL ON THE RIGHT.  CONTINUE
 FM1048'STRAIGHT AHEAD AND GO SOUTH ON THE MAIN ROAD 1.3 MILES TO A
 FM1048'GATE.  PASS THROUGH THE GATE AND CONTINUE SOUTH ON THE MAIN
 FM1048'ROAD 1.0 MILE TO A TRACK ROAD AND A SMALL TIN BUILDING ON
 FM1048'THE RIGHT.  CONTINUE SOUTH AND SOUTHEAST ON THE MAIN ROAD
 FM1048'0.6 MILE TO A GATE.  PASS THROUGH THE GATE AND GO SOUTHERLY
 FM1048'0.9 MILE TO A WINDMILL ON THE RIGHT AT THE EAST END OF AN OLD
 FM1048'LAKE BED.  CONTINUE SOUTH ON THE MAIN ROAD 0.8 MILE TO A
 FM1048'SIDE ROAD ON THE RIGHT WHICH LEADS TO A WINDMILL ON THE
 FM1048'RIGHT.  BEAR LEFT AND GO EASTERLY ON THE MAIN ROAD 0.9 MILE TO
 FM1048'A GATE.  PASS THROUGH THE GATE AND GO SOUTHERLY 2.25 MILES TO
 FM1048'A CATTLE GUARD AND THE AZIMUTH MARK ON THE RIGHT.
 FM1048'CONTINUE SOUTHERLY 1.0 MILE TO THE SUMMIT OF A SMALL RISE.
 FM1048'TURN LEFT, LEAVING THE TRACK ROAD AND GO EAST ALONG A LOW, SANDY
 FM1048'RIDGE 0.25 MILE TO THE SUMMIT OF THE EAST ONE OF TWO SMALL
 FM1048'KNOLLS AND THE STATION.  A FOUR-WHEEL DRIVE VEHICLE
 FM1048'REQUIRED THE LAST 0.25 MILE.
 FM1048'
 FM1048'STATION MARKS ARE STANDARD DISKS STAMPED CULBERT 1960.  THE
 FM1048'SURFACE DISK IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS
 FM1048'4 INCHES.  IT IS 1.9 FEET NORTHWEST OF A METAL WITNESS POST.
 FM1048'THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 35
 FM1048'INCHES BELOW THE SURFACE OF THE GROUND.
 FM1048'
 FM1048'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED CULBERT NO 1 1960,
 FM1048'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS
 FM1048'40 FEET NORTHEAST OF THE METAL WINESS POST.
 FM1048'
 FM1048'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED CULBERT NO 2 1960,
 FM1048'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.
 FM1048'IT IS 29.5 FEET WEST OF THE METAL WITNESS POST.
 FM1048'
 FM1048'AZIMUTH MARK IS A STANDARD DISK STAMPED CULBERT 1960, SET IN A
 FM1048'SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS 13 FEET
 FM1048'WEST OF THE CENTER OF THE CATTLE GUARD, 2 FEET SOUTH OF A WIRE
 FM1048'FENCE AND 1.7 FEET EAST OF A METAL WITNESS POST.
 FM1048'
 FM1048'NOTE--REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0434 ***********************************************************************
 GN0434  DESIGNATION -  CUMBRES
 GN0434  PID         -  GN0434
 GN0434  STATE/COUNTY-  NM/RIO ARRIBA
 GN0434  USGS QUAD   -  WEST FORK RIO BRAZOS (1995)
 GN0434
 GN0434                         *CURRENT SURVEY CONTROL
 GN0434  ___________________________________________________________________
 GN0434* NAD 83(1992)-  36 58 32.16488(N)    106 28 00.04204(W)     ADJUSTED  
 GN0434* NAVD 88     -      3260.1    (meters)   10696.     (feet)  VERTCON   
 GN0434  ___________________________________________________________________
 GN0434  LAPLACE CORR-           8.15  (seconds)                    DEFLEC99
 GN0434  GEOID HEIGHT-         -16.07  (meters)                     GEOID03
 GN0434
 GN0434  HORZ ORDER  -  THIRD
 GN0434
 GN0434.The horizontal coordinates were established by classical geodetic methods
 GN0434.and adjusted by the National Geodetic Survey in December 1993..
 GN0434
 GN0434.The NAVD 88 height was computed by applying the VERTCON shift value to
 GN0434.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GN0434
 GN0434.The Laplace correction was computed from DEFLEC99 derived deflections.
 GN0434
 GN0434.The geoid height was determined by GEOID03.
 GN0434
 GN0434;                    North         East     Units Scale Factor Converg.
 GN0434;SPC NM C     -   662,784.610   480,708.854   MT  0.99990458   -0 07 49.2
 GN0434;SPC NM C     - 2,174,485.84  1,577,125.63   sFT  0.99990458   -0 07 49.2
 GN0434;UTM  13      - 4,093,170.866   369,455.065   MT  0.99980994   -0 52 56.3
 GN0434
 GN0434!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GN0434!SPC NM C     -   0.99949116  x   0.99990458  =   0.99939579
 GN0434!UTM  13      -   0.99949116  x   0.99980994  =   0.99930120
 GN0434
 GN0434:                Primary Azimuth Mark                     Grid Az
 GN0434:SPC NM C     -  P 58                                     280 13 44.5
 GN0434:UTM  13      -  P 58                                     280 58 51.6
 GN0434
 GN0434|---------------------------------------------------------------------|
 GN0434| PID    Reference Object                     Distance      Geod. Az  |
 GN0434|                                                           dddmmss.s |
 GN0434| GN0255 P 58                                APPROX. 3.7 KM 2800555.3 |
 GN0434|---------------------------------------------------------------------|
 GN0434
 GN0434                          SUPERSEDED SURVEY CONTROL
 GN0434
 GN0434  NAD 83(1992)-  36 58 32.16464(N)    106 28 00.04436(W) AD(       ) 3
 GN0434  NAD 83(1986)-  36 58 32.16547(N)    106 28 00.04778(W) AD(       ) 3
 GN0434  NAD 27      -  36 58 32.12270(N)    106 27 57.93464(W) AD(       ) 3
 GN0434  NGVD 29 (07/19/86) 3258.6    (m)        10691.     (f) VERT ANG       
 GN0434
 GN0434.Superseded values are not recommended for survey control.
 GN0434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0434.See file dsdata.txt to determine how the superseded data were derived.
 GN0434
 GN0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCA6945593171(NAD 83)
 GN0434_MARKER: DD = SURVEY DISK
 GN0434_SETTING: 66 = SET IN ROCK OUTCROP
 GN0434_SP_SET: SET IN ROCK OUTCROP
 GN0434_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GN0434+STABILITY: POSITION/ELEVATION WELL
 GN0434
 GN0434  HISTORY     - Date     Condition        Report By
 GN0434  HISTORY     - 1953     MONUMENTED       USGS
 GN0434
 GN0434                          STATION DESCRIPTION
 GN0434
 GN0434'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 GN0434'THE STATION IS LOCATED ON A ROCKY TOP THAT IS A SPUR RIDGE ON THE
 GN0434'SW. SIDE OF A PEAK.  THE TOP IS 8.0 MI. AIRLINE NE. OF CHAMA, AND
 GN0434'3.0 MI. AIRLINE SW. OF THE TOP OF CUMBRES PASS.
 GN0434'
 GN0434'TO REACH THE STATION FROM THE POST OFFICE IN CHAMA, GO N. ON STATE
 GN0434'HIGHWAY 19 FOR 14.7 MI., THENCE RIGHT ON A TRACK RD. FOR 0.2 MI. TO
 GN0434'RAILROAD TRACK, CROSS AND CONTINUE ON FOR 0.1 MI.  TURN RIGHT (W.)
 GN0434'ON A VERY DIM RD. FOR 0.4 MI. TO CREEK, CROSS AND CONTINUE ON W.
 GN0434'FOR 0.1 MI. TO ANOTHER CREEK.  CROSS CREEK AND DRIVE SW. ACROSS
 GN0434'COUNTRY KEEPING ON THE NW. SIDE OF DRAIN FOR 1.8 MI. TO A GATE,
 GN0434'PASS THROUGH GATE AND DRIVE WSW. UP DRAIN FOR 1.1 MI. TO THE
 GN0434'TOP OF SADDLE AND END OF TRUCK TRAVEL.  PACK SW. AROUND SIDE OF
 GN0434'MOUNTAIN FOR ABOUT 30 MINUTES TO TOP OF SPUR RIDGE AND STATION
 GN0434'SITE.  THE LAST 3.4 MI. OF DESCRIPTION IS FOR JEEP TRAVEL ONLY.
 GN0434'
 GN0434'STATION MARK--STANDARD TABLET, CEMENTED IN SOLID ROCK, STAMPED
 GN0434'---CUMBRES 1953---.
 GN0434'
 GN0434'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM1079 ***********************************************************************
 FM1079  CBN         -  This is a Cooperative Base Network Control Station.
 FM1079  PACS        -  This is a Primary Airport Control Station.
 FM1079  DESIGNATION -  CUMCARI
 FM1079  PID         -  FM1079
 FM1079  STATE/COUNTY-  NM/QUAY
 FM1079  USGS QUAD   -  LESBIA (1968)
 FM1079
 FM1079                         *CURRENT SURVEY CONTROL
 FM1079  ___________________________________________________________________
 FM1079* NAD 83(1992)-  35 10 55.63184(N)    103 36 32.71033(W)     ADJUSTED  
 FM1079* NAVD 88     -      1235.664  (meters)    4054.01   (feet)  ADJUSTED  
 FM1079  ___________________________________________________________________
 FM1079  X           -  -1,228,199.923 (meters)                     COMP
 FM1079  Y           -  -5,073,249.673 (meters)                     COMP
 FM1079  Z           -   3,655,097.775 (meters)                     COMP
 FM1079  LAPLACE CORR-          -1.79  (seconds)                    DEFLEC99
 FM1079  ELLIP HEIGHT-        1212.32  (meters)          (12/04/01) GPS OBS
 FM1079  GEOID HEIGHT-         -23.35  (meters)                     GEOID03
 FM1079  DYNAMIC HT  -        1234.127 (meters)    4048.97  (feet)  COMP
 FM1079  MODELED GRAV-     979,347.4   (mgal)                       NAVD 88
 FM1079
 FM1079  HORZ ORDER  -  B
 FM1079  VERT ORDER  -  SECOND    CLASS I
 FM1079  ELLP ORDER  -  THIRD     CLASS II
 FM1079
 FM1079.This mark is at Tucumcari Airport (TCC)
 FM1079
 FM1079.The horizontal coordinates were established by GPS observations
 FM1079.and adjusted by the National Geodetic Survey in May 1992..
 FM1079
 FM1079.The orthometric height was determined by differential leveling
 FM1079.and adjusted by the National Geodetic Survey in July 2002..
 FM1079.WARNING-GPS observations at this control monument resulted in a GPS
 FM1079.derived orthometric height which differed from the leveled height by
 FM1079.more than one decimeter (0.1 meter).
 FM1079
 FM1079.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FM1079
 FM1079.The Laplace correction was computed from DEFLEC99 derived deflections.
 FM1079
 FM1079.The ellipsoidal height was determined by GPS observations
 FM1079.and is referenced to NAD 83.
 FM1079
 FM1079.The geoid height was determined by GEOID03.
 FM1079
 FM1079.The dynamic height is computed by dividing the NAVD 88
 FM1079.geopotential number by the normal gravity value computed on the
 FM1079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM1079.degrees latitude (g = 980.6199 gals.).
 FM1079
 FM1079.The modeled gravity was interpolated from observed gravity values.
 FM1079
 FM1079;                    North         East     Units Scale Factor Converg.
 FM1079;SPC NM E     -   464,021.426   230,962.970   MT  0.99996270   +0 25 02.3
 FM1079;SPC NM E     - 1,522,376.96    757,751.01   sFT  0.99996270   +0 25 02.3
 FM1079;UTM  13      - 3,894,125.596   626,645.542   MT  0.99979767   +0 48 05.5
 FM1079
 FM1079!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FM1079!SPC NM E     -   0.99980975  x   0.99996270  =   0.99977245
 FM1079!UTM  13      -   0.99980975  x   0.99979767  =   0.99960745
 FM1079
 FM1079|---------------------------------------------------------------------|
 FM1079| PID    Reference Object                     Distance      Geod. Az  |
 FM1079|                                                           dddmmss.s |
 FM1079| FM0680 V 221                               158.046 METERS 19500     |
 FM1079|---------------------------------------------------------------------|
 FM1079
 FM1079                          SUPERSEDED SURVEY CONTROL
 FM1079
 FM1079  ELLIP H (06/27/01) 1212.35   (m)                       GP(       ) 4 2
 FM1079  ELLIP H (12/21/93) 1212.41   (m)                       GP(       ) 4 1
 FM1079  NAD 83(1986)-  35 10 55.64191(N)    103 36 32.70321(W) AD(       ) 1
 FM1079  NAD 27      -  35 10 55.44045(N)    103 36 30.83956(W) AD(       ) 1
 FM1079  NGVD 29 (03/22/89) 1234.85   (m)         4051.3    (f) LEVELING    3  
 FM1079
 FM1079.Superseded values are not recommended for survey control.
 FM1079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM1079.See file dsdata.txt to determine how the superseded data were derived.
 FM1079
 FM1079_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFU2664694126(NAD 83)
 FM1079_MARKER: I = METAL ROD
 FM1079_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FM1079_SP_SET: OBJECT DRIVEN INTO GROUND
 FM1079_STAMPING: CUMCARI 1988
 FM1079_MARK LOGO: NGS   
 FM1079_PROJECTION: FLUSH
 FM1079_MAGNETIC: I = MARKER IS A STEEL ROD
 FM1079_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FM1079_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FM1079+SATELLITE: SATELLITE OBSERVATIONS - February 02, 1999
 FM1079_ROD/PIPE-DEPTH: 7.0  meters
 FM1079
 FM1079  HISTORY     - Date     Condition        Report By
 FM1079  HISTORY     - 1988     MONUMENTED       NGS
 FM1079  HISTORY     - 19960117 GOOD             CHANCE
 FM1079  HISTORY     - 19960623 GOOD             USPSQD
 FM1079  HISTORY     - 19970423 GOOD             NGS
 FM1079  HISTORY     - 19990202 GOOD             NGS
 FM1079  HISTORY     - 20000308 GOOD             TXDOT
 FM1079
 FM1079                          STATION DESCRIPTION
 FM1079
 FM1079'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988 (MRM)
 FM1079'THE STATION IS LOCATED ABOUT 10.5 KM (6.5 MI)
 FM1079'EAST OF TUCUMCARI, AT THE TUCUMCARI MUNICIPAL AIRPORT,
 FM1079'0.1 KM (0.05 MI) NORTHEAST OF THE TERMINAL BUILDING, IN THE VEE OF
 FM1079'TAXIWAY AND APRON.
 FM1079'OWNERSHIP--CITY OF TUCUMCARI, JERRY NAPIER - AIRPORT MANAGER, P.O.
 FM1079'BOX 1188, TUCUMCARI NM 88401, PHONE 505-461-3229.
 FM1079'
 FM1079'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 40 AND
 FM1079'STATE HIGHWAY 88 (EXIT 339), WHICH IS LOCATED ABOUT 10.5 KM (6.5
 FM1079'MI) EAST OF TUCUMCARI, GO NORTH, THEN EAST FOR 0.6 KM (0.4 MI) ON A
 FM1079'PAVED ROAD TO THE NORTH END OF A ROAD CURVE AND CARI 3 AZ MK ON
 FM1079'RIGHT, ACROSS A FENCE.  CONTINUE NORTH FOR 0.5 KM (0.3 MI) ON THE
 FM1079'PAVED ROAD TO THE AIRPORT ENTRANCE ON THE RIGHT.  TURN RIGHT AND GO
 FM1079'EASTERLY FOR 0.4 KM (0.25 MI) ON THE AIRPORT ENTRANCE ROAD TO A
 FM1079'GATE ON THE NORTHWEST SIDE OF THE TERMINAL BUILDING.  PASS THROUGH
 FM1079'GATE AND GO NORTHEASTERLY FOR 0.1 KM (0.05 MI) ACROSS TARMAC TO THE
 FM1079'STATION, IN THE VEE OF TAXIWAY AND APRON.
 FM1079'
 FM1079'THE STATION IS A PUNCH MARK ON TOP OF A STAINLESS STEEL ROD
 FM1079'THAT IS ---UNSTAMPED---,
 FM1079'DRIVEN TO REFUSAL AT A DEPTH OF 7.0 METERS (23 FT), RECESSED 12 CM
 FM1079'BELOW GROUND, INSIDE A
 FM1079'GREASE-FILLED SLEEVE EXTENDING TO A DEPTH OF 0.8 METERS (2.5 FT),
 FM1079'ENCASED IN A PVC PIPE WITH NGS LOGO FLANGE STAMPED---CUMCARI
 FM1079'1988---, FLUSH WITH GROUND.  LOCATED
 FM1079'106.9 METERS (350.7 FT) WEST FROM A WINDSOCK,
 FM1079'27.1 METERS (88.9 FT) EAST-SOUTHEAST FROM THE APPROXIMATE CENTER OF
 FM1079'TAXIWAY,
 FM1079'20.0 METERS (65.6 FT) NORTHEAST FROM THE TWO RUNWAY SIGNS (21 AND
 FM1079'3-26) AND
 FM1079'1.4 METERS (4.6 FT) SOUTHWEST FROM A CARSONITE WITNESS POST.
 FM1079'
 FM1079'NEW MEXICO FAA - FEBRUARY, 1988.
 FM1079'
 FM1079'THIS STATION SUITABLE FOR GPS SURVEYS.
 FM1079'
 FM1079'DESCRIBED BY S.E. RANDALL.
 FM1079
 FM1079                          STATION RECOVERY (1996)
 FM1079
 FM1079'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (KB)
 FM1079'RECOVERED AS DESCRIBED IN GOOD CONDITION. FOR ACCESS CONTACT - CITY OF
 FM1079'TUCUMCARI, STEVE STEPHENSON - AIRPORT MANAGER, PHONE (505) 461-3229
 FM1079'THE STATION IS DESIGNATED AS A PRIMARY AIRPORT CONTROL STATION (PACS)
 FM1079'- NEW MEXICO ANA SURVEYS 1996
 FM1079
 FM1079                          STATION RECOVERY (1996)
 FM1079
 FM1079'RECOVERY NOTE BY US POWER SQUADRON 1996
 FM1079'RECOVERED IN GOOD CONDITION.
 FM1079
 FM1079                          STATION RECOVERY (1997)
 FM1079
 FM1079'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 FM1079'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 23 APR 1997 (WCW) .
 FM1079'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 FM1079
 FM1079                          STATION RECOVERY (1999)
 FM1079
 FM1079'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 FM1079'10.2 KM (6.35 MI) EASTERLY ALONG U.S.  HIGHWAY 66 FROM THE JUNCTION OF
 FM1079'STATE HIGHWAYS 104 AND 209 IN TUCUMCARI, THENCE 1.4 KM (0.85 MI)
 FM1079'NORTHERLY ALONG STATE HIGHWAY 286, THENCE 0.5 KM (0.30 MI) EASTERLY
 FM1079'ALONG THE TUCUMCARI MUNICIPAL AIRPORT ENTRANCE ROAD, A TIE DOWN AREA,
 FM1079'AND A TAXIWAY, 112.2 M (368.1 FT) NORTHEAST OF THE NORTHEAST CORNER OF
 FM1079'THE AIRPORT OFFICE, 33.8 M (110.9 FT) NORTHEAST OF THE TAXIWAY CENTER,
 FM1079'26.9 M (88.3 FT) SOUTHEAST OF THE CENTER OF A RUNWAY CONNECTOR, AND
 FM1079'1.4 M (4.6 FT) SOUTHWEST OF A WITNESS POST. NOTE--ACCESS TO THE DATUM
 FM1079'POINT IS THROUGH A 5-INCH LOGO CAP.  THE MONUMENT IS A PRIMARY AIRPORT
 FM1079'CONTROL AND A COOPERATIVE BASE NETWORK STATION.  THE MONUMENT IS ON
 FM1079'PROPERTY OWNED BY THE TUCUMCARI MUNICIPAL AIRPORT, P.O.  BOX 1188,
 FM1079'TUCUMCARI, NM 88401, TELEPHONE NUMBER (505) 461-3229.
 FM1079
 FM1079                          STATION RECOVERY (2000)
 FM1079
 FM1079'RECOVERY NOTE BY TEXAS DEPARTMENT OF TRANSPORTATION 2000 (WEH)
 FM1079'STATION RECOVERED IN GOOD CONDITION.  OTHER MARKS NOT SEARCHED FOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS1222 ***********************************************************************
 DS1222  DESIGNATION -  CURT
 DS1222  PID         -  DS1222
 DS1222  STATE/COUNTY-  NM/SOCORRO
 DS1222  USGS QUAD   -  CAPITOL PEAK (1981)
 DS1222
 DS1222                         *CURRENT SURVEY CONTROL
 DS1222  ___________________________________________________________________
 DS1222* NAD 83(1992)-  33 29 58.38701(N)    106 28 01.29315(W)     ADJUSTED  
 DS1222* NAVD 88     -      2207.87   (+/-2cm)    7243.7    (feet)  VERTCON   
 DS1222  ___________________________________________________________________
 DS1222  LAPLACE CORR-           2.01  (seconds)                    DEFLEC99
 DS1222  GEOID HEIGHT-         -22.09  (meters)                     GEOID03
 DS1222
 DS1222  HORZ ORDER  -  FIRST
 DS1222  VERT ORDER  -  THIRD ? (See Below)
 DS1222
 DS1222.The horizontal coordinates were established by classical geodetic methods
 DS1222.and adjusted by the National Geodetic Survey in December 1993..
 DS1222
 DS1222.The NAVD 88 height was computed by applying the VERTCON shift value to
 DS1222.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DS1222.The vertical order pertains to the NGVD 29 superseded value.
 DS1222
 DS1222.The Laplace correction was computed from DEFLEC99 derived deflections.
 DS1222
 DS1222.The geoid height was determined by GEOID03.
 DS1222
 DS1222;                    North         East     Units Scale Factor Converg.
 DS1222;SPC NM C     -   277,171.843   479,835.297   MT  0.99990501   -0 07 11.2
 DS1222;SPC NM C     -   909,354.62  1,574,259.64   sFT  0.99990501   -0 07 11.2
 DS1222;UTM  13      - 3,707,632.560   363,728.184   MT  0.99982894   -0 48 35.4
 DS1222
 DS1222!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS1222!SPC NM C     -   0.99965697  x   0.99990501  =   0.99956201
 DS1222!UTM  13      -   0.99965697  x   0.99982894  =   0.99948596
 DS1222
 DS1222|---------------------------------------------------------------------|
 DS1222| PID    Reference Object                     Distance      Geod. Az  |
 DS1222|                                                           dddmmss.s |
 DS1222| CD2762 CURT RM 2                             9.436 METERS 02608     |
 DS1222| CD2760 CURT AZ MK                                         1040525.0 |
 DS1222| CD2761 CURT RM 1                            12.180 METERS 14304     |
 DS1222| DS1221 CURT RM 3                             7.122 METERS 16549     |
 DS1222|---------------------------------------------------------------------|
 DS1222
 DS1222                          SUPERSEDED SURVEY CONTROL
 DS1222
 DS1222  NAD 83(1986)-  33 29 58.39399(N)    106 28 01.29592(W) AD(       ) 1
 DS1222  NAD 27      -  33 29 58.12991(N)    106 27 59.26466(W) AD(       ) 1
 DS1222  NGVD 29 (07/19/86) 2207.15   (m)         7241.3    (f) LEVELING    3  
 DS1222
 DS1222.Superseded values are not recommended for survey control.
 DS1222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS1222.See file dsdata.txt to determine how the superseded data were derived.
 DS1222
 DS1222_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT6372807633(NAD 83)
 DS1222_MARKER: DD = SURVEY DISK
 DS1222_SETTING: 0 = UNSPECIFIED SETTING
 DS1222
 DS1222  HISTORY     - Date     Condition        Report By
 DS1222  HISTORY     - 1967     MONUMENTED       DMA
 DS1222  HISTORY     - 1968     GOOD             CGS
 DS1222  HISTORY     - 1968     GOOD             CGS
 DS1222
 DS1222                          STATION DESCRIPTION
 DS1222
 DS1222'DESCRIBED BY DEFENSE MAP AGENCY 1967 (JWC)
 DS1222'THE STATION IS ABOUT 35-1/2 MILES WEST-SOUTHWEST OF CARRIZOZO, 26
 DS1222'MILES NORTHWEST OF THREE RIVERS, 24 MILES WEST OF OSCURO, ON THE
 DS1222'HIGHEST POINT OF THE SOUTHWEST ONE OF THREE HIGH MOUNTAINS THAT HAS
 DS1222'INSTALLATIONS ON TOP.
 DS1222'
 DS1222'TO REACH THE STATION FROM THE POST OFFICE IN TULAROSA, GO WESTERLY
 DS1222'ON STATE HIGHWAY 52 FOR 1.25 MILES TO A T-JUNCTION JUST AFTER
 DS1222'CROSSING RAILROAD TRACKS.  TURN RIGHT AND GO NORTH ON GRAVELED ROAD
 DS1222'FOR 0.3 MILE TO WHERE THE MAIN ROAD TURNS TO THE WEST, TURN LEFT
 DS1222'AND FOLLOW THE MAIN ROAD WEST FOR 6.7 MILES TO A CROSSROADS AT A
 DS1222'GUARD SHACK ON THE LEFT.  CONTINUE AHEAD, WEST, ON PAVED ROAD FOR
 DS1222'22.1 MILES TO A CROSSROADS AT RHODES CANYON RANGE CENTER, TURN
 DS1222'RIGHT AND GO NORTH ON PAVED ROAD FOR 16.0 MILES TO A SMALL WHITE
 DS1222'BUILDING AND AN ASTRODOME ON THE RIGHT (SW 70), CONTINUE
 DS1222'NORTH ON THE MAIN ROAD FOR 3.75 MILES TO A FORK, TAKE THE LEFT
 DS1222'FORK AND GO NORTH FOR 5.0 MILES TO TWO SMALL WHITE BUILDINGS ON THE
 DS1222'RIGHT (NW 70).  CONTINUE AHEAD ON PAVED ROAD FOR 3.7 MILES TO A
 DS1222'REVERSE FORK ON THE LEFT.  TURN SHARP LEFT AND GO WESTERLY AND
 DS1222'NORTHERLY ON GRAVELED ROAD FOR 6.55 MILES TO THE TOP OF HILL AND
 DS1222'THE STATION AT LARGE ASTRODOME.
 DS1222'
 DS1222'THE STATION MARK IS A BRONZE DISK OF THE WHITE SANDS PROVING GROUNDS,
 DS1222'STAMPED CURT 1958, CEMENTED IN A DRILL HOLE IN THE NORTHEAST CORNER
 DS1222'OF THE CONCRETE FOUNDATION OF A LARGE ASTRODOME.
 DS1222'
 DS1222'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CURT NO 1 WSPG 1958
 DS1222'1966, CEMENTED IN A DRILL HOLE IN THE NORTHEAST CORNER OF THE
 DS1222'CONCRETE FOUNDATION OF A SMALL ASTRODOME.
 DS1222'
 DS1222'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED CURT NO 2 WSPG 1958
 DS1222'1966, CEMENTED IN A DRILL HOLE IN THE SOUTHWEST CORNER OF A CONCRETE
 DS1222'SLAB IN FRONT OF A WHITE BUILDING.
 DS1222'
 DS1222'AZIMUTH MARK IS A BRONZE DISK OF THE WHITE SANDS PROVING GROUNDS,
 DS1222'STAMPED CURT 1958, CEMENTED IN DRILL HOLE IN THE TOP OF AN IRREGULAR
 DS1222'MASS OF ROCK OUTCROP.  IT IS ABOUT 200 YARDS NORTHEAST OF A
 DS1222'GRAVELED ROAD, 150 FEET EAST OF A TARGET POLE AND 6 FEET NORTHWEST
 DS1222'OF A METAL WITNESS POST.  TO REACH THE MARK FROM THE STATION, GO
 DS1222'NORTHEAST ON GRAVELED ROAD FOR 0.2 MILE TO THE END OF TRUCK
 DS1222'TRAVEL.  FROM THIS POINT, PACK EASTERLY ALONG A SMALL RIDGE FOR
 DS1222'ABOUT 200 YARDS TO THE END OF THE RIDGE AND THE MARK.
 DS1222'
 DS1222'NOTE.  DISTANCE FROM AXIS OF TELECOPE TO REFERENCE MARK 1
 DS1222'34.43 FT. 10.495 M.
 DS1222'
 DS1222'DISTANCE FROM AXIS OF TELECOPE TO REFERENCE MARK 2 41.07 FT.
 DS1222'12.517 M.
 DS1222'
 DS1222'THE DISTANCE BETWEEN THE REFERENCE MARKS WAS NOT MEASURED BECAUSE
 DS1222'OF AN OBSTRUCTION.
 DS1222
 DS1222                          STATION RECOVERY (1968)
 DS1222
 DS1222'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JCC)
 DS1222'THE STATION, REFERENCE MARK 1, REFERENCE MARK 2 AND THE AZIMUTH MARK
 DS1222'WERE ALL RECOVERED AND FOUND TO BE IN GOOD CONDITION.  THE DISTANCES
 DS1222'DID NOT AGREE WITH THE 1967 DISTANCES.  ALL DISTANCES WERE DOUBLE
 DS1222'CHECKED AND ARE PRESUMED TO BE CORRECT.  A NEW REFERENCE MARK
 DS1222'NUMBER 3 WAS ESTABLISHED.
 DS1222'
 DS1222'REFERENCE MARK 3 IS A STANDARD REFERENCE MARK DISK, STAMPED CURT WSPG
 DS1222'NO 3 1958 1967, CEMENTED IN A DRILL HOLE IN THE NORTHWEST CORNER OF
 DS1222'A 16 X 22 FEET CONCRETE PAD, WHICH IS THE SOUTH PAD OF TWO PADS,
 DS1222'WHICH IS THE BASE FOR A 10 FEET DIAMETER ASTRODOME.
 DS1222
 DS1222                          STATION RECOVERY (1968)
 DS1222
 DS1222'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JBJ)
 DS1222'THE STATION MARK, REFERENCE MARKS 1, 2, 3, AND THE AZIMUTH MARK WERE
 DS1222'RECOVERED AS DESCRIBED BY JOHN C. CHILDS IN 1968.
 DS1222'
 DS1222'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--25 MILES NORTHWEST
 DS1222'OF THREE RIVERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS1221 ***********************************************************************
 DS1221  DESIGNATION -  CURT RM 3
 DS1221  PID         -  DS1221
 DS1221  STATE/COUNTY-  NM/SOCORRO
 DS1221  USGS QUAD   -  CAPITOL PEAK (1981)
 DS1221
 DS1221                         *CURRENT SURVEY CONTROL
 DS1221  ___________________________________________________________________
 DS1221* NAD 83(1992)-  33 29 58.16288(N)    106 28 01.22556(W)     ADJUSTED  
 DS1221* NAVD 88     -      2208.32   (+/-2cm)    7245.1    (feet)  VERTCON   
 DS1221  ___________________________________________________________________
 DS1221  LAPLACE CORR-           2.00  (seconds)                    DEFLEC99
 DS1221  GEOID HEIGHT-         -22.09  (meters)                     GEOID03
 DS1221
 DS1221  HORZ ORDER  -  FIRST
 DS1221  VERT ORDER  -  THIRD ? (See Below)
 DS1221
 DS1221.The horizontal coordinates were established by classical geodetic methods
 DS1221.and adjusted by the National Geodetic Survey in December 1993..
 DS1221
 DS1221.The NAVD 88 height was computed by applying the VERTCON shift value to
 DS1221.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DS1221.The vertical order pertains to the NGVD 29 superseded value.
 DS1221
 DS1221.The Laplace correction was computed from DEFLEC99 derived deflections.
 DS1221
 DS1221.The geoid height was determined by GEOID03.
 DS1221
 DS1221;                    North         East     Units Scale Factor Converg.
 DS1221;SPC NM C     -   277,164.935   479,837.027   MT  0.99990501   -0 07 11.2
 DS1221;SPC NM C     -   909,331.96  1,574,265.31   sFT  0.99990501   -0 07 11.2
 DS1221;UTM  13      - 3,707,625.632   363,729.831   MT  0.99982894   -0 48 35.3
 DS1221
 DS1221!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS1221!SPC NM C     -   0.99965690  x   0.99990501  =   0.99956194
 DS1221!UTM  13      -   0.99965690  x   0.99982894  =   0.99948589
 DS1221
 DS1221|---------------------------------------------------------------------|
 DS1221| PID    Reference Object                     Distance      Geod. Az  |
 DS1221|                                                           dddmmss.s |
 DS1221| CD2762 CURT RM 2                                          00855     |
 DS1221| CD2760 CURT AZ MK                                         1032054.2 |
 DS1221| DS1222 CURT                                  7.122 METERS 34549     |
 DS1221|---------------------------------------------------------------------|
 DS1221
 DS1221                          SUPERSEDED SURVEY CONTROL
 DS1221
 DS1221  NAD 83(1986)-  33 29 58.16997(N)    106 28 01.22836(W) AD(       ) 1
 DS1221  NAD 27      -  33 29 57.90577(N)    106 27 59.19708(W) AD(       ) 1
 DS1221  NGVD 29 (07/19/86) 2207.60   (m)         7242.8    (f) LEVELING    3  
 DS1221
 DS1221.Superseded values are not recommended for survey control.
 DS1221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS1221.See file dsdata.txt to determine how the superseded data were derived.
 DS1221
 DS1221_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT6373007626(NAD 83)
 DS1221_MARKER: DR = REFERENCE MARK DISK
 DS1221_SETTING: 0 = UNSPECIFIED SETTING
 DS1221
 DS1221  HISTORY     - Date     Condition        Report By
 DS1221  HISTORY     - 1968     MONUMENTED       DMA
 DS1221
 DS1221                          STATION DESCRIPTION
 DS1221
 DS1221'DESCRIBED BY DEFENSE MAP AGENCY 1968 (JBJ)
 DS1221'THE STATION IS ABOUT 25 MILES NORTHWEST OF THREE RIVERS, 1-1/4 MILES
 DS1221'NORTH OF THE SOCORRO-SIERRA COUNTY LINE AND ON A PEAK NEAR THE
 DS1221'NORTHERN END OF THE SAN ANDRES MOUNTAIN RANGE.
 DS1221'
 DS1221'TO REACH THE STATION FROM THE POST OFFICE AT THREE RIVERS, GO NORTH
 DS1221'ON U.S. HIGHWAY 54 FOR 11.2 MILES TO A GRAVELED SIDE ROAD, ROUTE 12,
 DS1221'ON THE LEFT AT OSCURO.  TURN LEFT AND GO WESTERLY ON ROUTE 12 FOR
 DS1221'6.2 MILES TO A LOCKED GATE.  PASS THROUGH THE GATE AND CONTINUE
 DS1221'WESTERLY ON ROUTE 12 FOR 16.9 MILES TO A FORK.  TAKE THE RIGHT FORK
 DS1221'AND GO SOUTH FOR 0.1 MILE TO THE JUNCTION OF ROUTE 7.  CONTINUE
 DS1221'SOUTHERLY ON ROUTE 7 FOR 0.8 MILE TO A GRAVELED SIDE ROAD RIGHT.
 DS1221'TURN RIGHT AND GO WESTERLY FOR 6.65 MILES UP THE EASTERN SLOPE OF
 DS1221'THE SAN ANDRES MOUNTAINS.  (TO REACH THE AZIMUTH MARK FROM THIS
 DS1221'POINT, PACK EASTERLY DOWN A SPUR RIDGE FOR ABOUT 500 YARDS TO THE
 DS1221'MARK.) CONTINUE WESTERLY FOR 0.65 MILE TO THE TOP OF THE PEAK AND
 DS1221'THE STATION NEAR AN ASTRODOME.
 DS1221'
 DS1221'THE STATION MARK IS A STANDARD REFERENCE MARK DISK, STAMPED CURT WSPG
 DS1221'NO 3 1958 1967, CEMENTED IN A DRILLHOLE IN A CONCRETE PAD SUPPORTING
 DS1221'AN ASTRODOME NUMBERED S 32951.  IT IS 8.4 FEET SOUTHWEST OF THE
 DS1221'NORTHEAST EDGE OF THE PAD AND 1.9 FEET SOUTHEAST OF THE NORTHWEST
 DS1221'EDGE OF THE PAD.
 DS1221'
 DS1221'CURT WSPG 1967 IS A BRONZE DISK OF THE WHITE SANDS PROVING GROUNDS,
 DS1221'STAMPED CURT 1958, CEMENTED IN A DRILLHOLE IN THE SOUTHEAST CORNER
 DS1221'OF A CONCRETE PAD SUPPORTING AN ASTRODOME NUMBERED S 32594.  IT IS
 DS1221'2.3 FEET NORTHWEST OF THE SOUTHEAST EDGE OF THE PAD AND 1.9 FEET
 DS1221'SOUTHWEST OF THE NORTHEAST EDGE OF THE PAD.
 DS1221'
 DS1221'CURT WSPG RM 2 IS A STANDARD DISK, STAMPED CURT WSPG NO 2 1958 1967,
 DS1221'CEMENTED IN A DRILLHOLE IN THE CONCRETE FOUNDATION OF A BUILDING
 DS1221'NUMBERED S 32950.  IT IS 14.8 FEET NORTHWEST OF THE SOUTH CORNER OF
 DS1221'THE BUILDING AND 7.3 FEET SOUTH OF THE WEST CORNER OF THE
 DS1221'BUILDING.
 DS1221'
 DS1221'AZIMUTH MARK IS A BRONZE DISK OF THE WHITE SANDS PROVING GROUNDS,
 DS1221'STAMPED CURT 1958, CEMENTED IN A DRILLHOLE IN ROCK OUTCROP THAT IS
 DS1221'FLUSH WITH THE GROUND.  IT IS 6.6 FEET NORTH OF A WITNESS POST.
 DS1221'
 DS1221'RESULTS OF A SECOND ORDER TRAVERSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS1149 ***********************************************************************
 DS1149  DESIGNATION -  CURTIS
 DS1149  PID         -  DS1149
 DS1149  STATE/COUNTY-  NM/OTERO
 DS1149  USGS QUAD   -  THREE RIVERS (1981)
 DS1149
 DS1149                         *CURRENT SURVEY CONTROL
 DS1149  ___________________________________________________________________
 DS1149* NAD 83(1992)-  33 19 02.35917(N)    106 06 56.59873(W)     ADJUSTED  
 DS1149* NAVD 88     -      1355.64   (+/-2cm)    4447.6    (feet)  VERTCON   
 DS1149  ___________________________________________________________________
 DS1149  LAPLACE CORR-           7.60  (seconds)                    DEFLEC99
 DS1149  GEOID HEIGHT-         -22.04  (meters)                     GEOID03
 DS1149
 DS1149  HORZ ORDER  -  FIRST
 DS1149  VERT ORDER  -  THIRD ? (See Below)
 DS1149
 DS1149.The horizontal coordinates were established by classical geodetic methods
 DS1149.and adjusted by the National Geodetic Survey in December 1993..
 DS1149
 DS1149.The NAVD 88 height was computed by applying the VERTCON shift value to
 DS1149.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DS1149.The vertical order pertains to the NGVD 29 superseded value.
 DS1149
 DS1149.The Laplace correction was computed from DEFLEC99 derived deflections.
 DS1149
 DS1149.The geoid height was determined by GEOID03.
 DS1149
 DS1149;                    North         East     Units Scale Factor Converg.
 DS1149;SPC NM C     -   256,949.390   512,502.365   MT  0.99990193   +0 04 25.5
 DS1149;SPC NM C     -   843,008.12  1,681,434.84   sFT  0.99990193   +0 04 25.5
 DS1149;UTM  13      - 3,687,021.644   396,145.979   MT  0.99973298   -0 36 46.4
 DS1149
 DS1149!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS1149!SPC NM C     -   0.99979068  x   0.99990193  =   0.99969263
 DS1149!UTM  13      -   0.99979068  x   0.99973298  =   0.99952371
 DS1149
 DS1149|---------------------------------------------------------------------|
 DS1149| PID    Reference Object                     Distance      Geod. Az  |
 DS1149|                                                           dddmmss.s |
 DS1149| CD2764 CURTIS RM 1                           7.018 METERS 03142     |
 DS1149| CD2763 CURTIS AZ MK                                       0860934.2 |
 DS1149| CD2765 CURTIS RM 2                           6.369 METERS 08643     |
 DS1149|---------------------------------------------------------------------|
 DS1149
 DS1149                          SUPERSEDED SURVEY CONTROL
 DS1149
 DS1149  NAD 83(1986)-  33 19 02.36633(N)    106 06 56.60122(W) AD(       ) 1
 DS1149  NAD 27      -  33 19 02.08364(N)    106 06 54.61935(W) AD(       ) 1
 DS1149  NGVD 29 (07/19/86) 1355.00   (m)         4445.5    (f) LEVELING    3  
 DS1149
 DS1149.Superseded values are not recommended for survey control.
 DS1149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS1149.See file dsdata.txt to determine how the superseded data were derived.
 DS1149
 DS1149_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS9614687022(NAD 83)
 DS1149_MARKER: DS = TRIANGULATION STATION DISK
 DS1149_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS1149_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DS1149
 DS1149  HISTORY     - Date     Condition        Report By
 DS1149  HISTORY     - 1967     MONUMENTED       CGS
 DS1149  HISTORY     - 1968     GOOD             CGS
 DS1149
 DS1149                          STATION DESCRIPTION
 DS1149
 DS1149'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (JWC)
 DS1149'THE STATION IS ABOUT 17-1/2 MILES NORTH-NORTHWEST OF TULAROSA, 12
 DS1149'MILES SOUTH-SOUTHWEST OF OSCURO, 2-1/2 MILES WEST OF THREE RIVERS
 DS1149'AND AT THE SOUTHWEST CORNER OF A CONCRETE FOUNDATION SUPPORTING AN
 DS1149'ASTRODOME.
 DS1149'
 DS1149'TO REACH THE STATION FROM THE POST OFFICE IN THREE RIVERS, GO SOUTH
 DS1149'ON U. S. HIGHWAY 54 FOR 0.2 MILE TO A GRAVELED ROAD ON THE RIGHT.
 DS1149'TURN RIGHT CROSSING A CATTLE GUARD AND GO WEST FOR 0.45 MILE TO A
 DS1149'GATE.  PASS THROUGH THE GATE AND GO 0.05 MILE TO ANOTHER GATE.
 DS1149'PASS THROUGH THE GATE AND CONTINUE WEST ON THE GRAVEL ROAD FOR 0.9
 DS1149'MILE TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE WEST FOR 0.8 MILE TO
 DS1149'A SMALL KNOLL AND THE STATION AT THE SOUTHWEST CORNER OF THE
 DS1149'ASTRODOME.
 DS1149'
 DS1149'THE STATION MARK IS A STANDARD DISK, STAMPED CURTIS 1966, SET IN THE
 DS1149'TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT PROJECTS 8
 DS1149'INCHES ABOVE THE GROUND.  IT IS 7 FEET WEST OF THE SOUTHWEST CORNER
 DS1149'OF THE CONCRETE FOUNDATION.
 DS1149'
 DS1149'REFERENCE MARK 1 IS A BRONZE DISK OF THE WHITE SANDS PROVING GROUNDS,
 DS1149'STAMPED RUSS NO 1 1960, CEMENTED IN A DRILL HOLE IN THE NORTHWEST
 DS1149'CORNER OF THE CONCRETE FOUNDATION.  IT IS 2.7 FEET EAST OF THE WEST
 DS1149'EDGE OF THE FOUNDATION AND 2.5 FEET SOUTH OF THE NORTH EDGE.
 DS1149'
 DS1149'REFERENCE MARK 2 IS A BRONZE DISK OF THE WHITE SANDS PROVING GROUNDS,
 DS1149'STAMPED RUSS NO 2 1960, CEMENTED IN A DRILL HOLE IN THE SOUTHEAST
 DS1149'CORNER OF THE CONCRETE FOUNDATION.  IT IS 2.4 FEET WEST OF THE EAST
 DS1149'EDGE AND 2.3 FEET NORTH OF THE SOUTH EDGE OF THE FOUNDATION.
 DS1149'
 DS1149'THE AZIMUTH MARK IS A BRONZE DISK OF THE WHITE SANDS PROVING GROUNDS,
 DS1149'STAMPED RUSS 1960, SET IN THE TOP OF A ROUND CONCRETE POST, 6 INCHES
 DS1149'IN DIAMETER, THAT PROJECTS 8 INCHES ABOVE THE GROUND.  IT IS 113
 DS1149'FEET SOUTH OF THE CENTERLINE OF THE ROAD.
 DS1149'
 DS1149'THE DISTANCE BETWEEN REFERENCE MARKS WAS NOT MEASURED BECAUSE OF
 DS1149'OBSTRUCTIONS.
 DS1149
 DS1149                          STATION RECOVERY (1968)
 DS1149
 DS1149'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JBJ)
 DS1149'THE STATION MARK, REFERENCE MARKS 1, 2, AND THE AZIMUTH MARK WERE
 DS1149'RECOVERED AS DESCRIBED BY J. W. CARPENTER IN 1967.  HOWEVER, A
 DS1149'WITNESS POST WAS SET 1.5 FEET EAST-NORTHEAST OF THE AZIMUTH MARK, THE
 DS1149'STATION MARK PROJECTS 3 INCHES INSTEAD OF 8 INCHES DUE TO A
 DS1149'GRAVEL FILL, AND THE DISTANCE OF THE REFERENCE MARKS FROM THE
 DS1149'STATION WAS REVERSED IN THE ORIGINAL BOX SCORE.
 DS1149'
 DS1149'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--17-1/2 MILES
 DS1149'NORTH-NORTHWEST OF TULAROSA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0912 ***********************************************************************
 CW0912  DESIGNATION -  CURTIS
 CW0912  PID         -  CW0912
 CW0912  STATE/COUNTY-  NM/OTERO
 CW0912  USGS QUAD   -  HARVEY RANCH (1974)
 CW0912
 CW0912                         *CURRENT SURVEY CONTROL
 CW0912  ___________________________________________________________________
 CW0912* NAD 83(1992)-  32 53 18.00863(N)    105 34 47.49633(W)     ADJUSTED  
 CW0912* NAVD 88     -      2535.     (meters)    8317.     (feet)  SCALED    
 CW0912  ___________________________________________________________________
 CW0912  LAPLACE CORR-          -3.31  (seconds)                    DEFLEC99
 CW0912  GEOID HEIGHT-         -19.95  (meters)                     GEOID03
 CW0912
 CW0912  HORZ ORDER  -  SECOND
 CW0912
 CW0912.The horizontal coordinates were established by classical geodetic methods
 CW0912.and adjusted by the National Geodetic Survey in December 1993..
 CW0912
 CW0912.The orthometric height was scaled from a topographic map.
 CW0912
 CW0912.The Laplace correction was computed from DEFLEC99 derived deflections.
 CW0912
 CW0912.The geoid height was determined by GEOID03.
 CW0912
 CW0912;                    North         East     Units Scale Factor Converg.
 CW0912;SPC NM C     -   209,567.937   562,699.819   MT  0.99994846   +0 21 50.0
 CW0912;SPC NM C     -   687,557.47  1,846,124.32   sFT  0.99994846   +0 21 50.0
 CW0912;UTM  13      - 3,639,056.974   445,763.373   MT  0.99963627   -0 18 53.5
 CW0912
 CW0912!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CW0912!SPC NM C     -   0.99960532  x   0.99994846  =   0.99955380
 CW0912!UTM  13      -   0.99960532  x   0.99963627  =   0.99924173
 CW0912
 CW0912                          SUPERSEDED SURVEY CONTROL
 CW0912
 CW0912  NAD 83(1986)-  32 53 18.01725(N)    105 34 47.49857(W) AD(       ) 2
 CW0912  NAD 27      -  32 53 17.67300(N)    105 34 45.54900(W) AD(       ) 2
 CW0912
 CW0912.Superseded values are not recommended for survey control.
 CW0912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0912.See file dsdata.txt to determine how the superseded data were derived.
 CW0912
 CW0912_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDS4576339057(NAD 83)
 CW0912_MARKER: DD = SURVEY DISK
 CW0912_SETTING: 0 = UNSPECIFIED SETTING
 CW0912_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CW0912
 CW0912  HISTORY     - Date     Condition        Report By
 CW0912  HISTORY     - 1934     MONUMENTED       NMGS
 CW0912  HISTORY     - 1974     MARK NOT FOUND   USGS
 CW0912
 CW0912                          STATION DESCRIPTION
 CW0912
 CW0912'DESCRIBED BY NEW MEXICO GEODETIC SURVEY 1934 (WRP)
 CW0912'ABOUT 5 MILES SOUTH AND 10 MILES EAST OF CLOUDCROFT, ON TOP
 CW0912'OF A HIGH RIDGE AT THE HEAD OF CURTIS CANYON.  THIS RIDGE IS
 CW0912'USED AS A LOOKOUT BY U.S. FOREST SERVICE.  THE LOOKOUT IS A
 CW0912'PLATFORM BUILT ON TOP OF A 35-FOOT SPRUCE TREE.  TO REACH
 CW0912'FROM CLOUDCROFT, GO EAST 10 MILES ON THE MAIN ROAD TO A
 CW0912'ROAD LEADING TO THE HARVEY AND CALENTINE SILVER FOX FARM,
 CW0912'TURN RIGHT AND FOLLOW THE ROAD TO THE FOX FARM AND END OF TRUCK
 CW0912'TRAVEL, GO SOUTHEAST ALONG AN OLD FIRE PATROL TRAIL TO TOP OF
 CW0912'RIDGE AT THE HEAD OF THE CANYON.  THE STATION IS MARKED BY A
 CW0912'U.S.C. AND G.S. AND STATE SURVEY DISK SET IN A CONCRETE
 CW0912'POST.  REFERENCE MARKS ARE U.S. FOREST SERVICE DISKS.
 CW0912'REFERENCE MARK NO. 1 IS 22.05 FEET FROM STATION IN
 CW0912'MAGNETIC BEARING N.  86 DEG W., AND NO. 2 IS 25.00 FEET FROM
 CW0912'STATION IN MAGNETIC BEARING N. 22 DEG E.  A STUMP WITH
 CW0912'SEVERAL NAILS IN IT IS 40.95 FEET DISTANT IN MAGNETIC BEARING
 CW0912'S. 30 DEG W.
 CW0912
 CW0912                          STATION RECOVERY (1974)
 CW0912
 CW0912'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974 (RCN)
 CW0912'MARK WAS SEARCHED FOR AND NOT FOUND.  LOOKOUT TREE WAS FOUND
 CW0912'BUT NO MARKS.  TREE WAS MARKED WITH HAND AND FOOT CLIMBING
 CW0912'BOLTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ1003 ***********************************************************************
 EQ1003  DESIGNATION -  CURVE
 EQ1003  PID         -  EQ1003
 EQ1003  STATE/COUNTY-  NM/VALENCIA
 EQ1003  USGS QUAD   -  SOUTH GARCIA SE (1975)
 EQ1003
 EQ1003                         *CURRENT SURVEY CONTROL
 EQ1003  ___________________________________________________________________
 EQ1003* NAD 83(1992)-  34 52 05.96813(N)    107 03 10.52019(W)     ADJUSTED  
 EQ1003* NAVD 88     -      1608.7    (meters)    5278.     (feet)  VERTCON   
 EQ1003  ___________________________________________________________________
 EQ1003  LAPLACE CORR-          -4.99  (seconds)                    DEFLEC99
 EQ1003  GEOID HEIGHT-         -21.55  (meters)                     GEOID03
 EQ1003
 EQ1003  HORZ ORDER  -  THIRD
 EQ1003
 EQ1003.The horizontal coordinates were established by classical geodetic methods
 EQ1003.and adjusted by the National Geodetic Survey in December 1993..
 EQ1003
 EQ1003.The NAVD 88 height was computed by applying the VERTCON shift value to
 EQ1003.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EQ1003
 EQ1003.The Laplace correction was computed from DEFLEC99 derived deflections.
 EQ1003
 EQ1003.The geoid height was determined by GEOID03.
 EQ1003
 EQ1003;                    North         East     Units Scale Factor Converg.
 EQ1003;SPC NM C     -   429,261.743   426,591.972   MT  0.99996639   -0 27 32.6
 EQ1003;SPC NM C     - 1,408,336.24  1,399,577.16   sFT  0.99996639   -0 27 32.6
 EQ1003;SPC NM W     -   429,252.639   901,351.060   MT  0.99997939   +0 26 46.2
 EQ1003;SPC NM W     - 1,408,306.37  2,957,182.60   sFT  0.99997939   +0 26 46.2
 EQ1003;UTM  13      - 3,860,363.257   312,353.821   MT  1.00003399   -1 10 26.3
 EQ1003
 EQ1003!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EQ1003!SPC NM C     -   0.99975094  x   0.99996639  =   0.99971733
 EQ1003!SPC NM W     -   0.99975094  x   0.99997939  =   0.99973033
 EQ1003!UTM  13      -   0.99975094  x   1.00003399  =   0.99978492
 EQ1003
 EQ1003|---------------------------------------------------------------------|
 EQ1003| PID    Reference Object                     Distance      Geod. Az  |
 EQ1003|                                                           dddmmss.s |
 EQ1003| EQ1002 118                                  71.189 METERS 00942     |
 EQ1003| CD2768 CURVE RM 2                            6.165 METERS 17857     |
 EQ1003| CD2766 CURVE AZ MK                                        1811704.1 |
 EQ1003| CD2767 CURVE RM 1                           10.058 METERS 31417     |
 EQ1003|---------------------------------------------------------------------|
 EQ1003
 EQ1003                          SUPERSEDED SURVEY CONTROL
 EQ1003
 EQ1003  NAD 83(1986)-  34 52 05.97188(N)    107 03 10.52047(W) AD(       ) 3
 EQ1003  NAD 27      -  34 52 05.78640(N)    107 03 08.39750(W) AD(       ) 3
 EQ1003  NGVD 29 (07/19/86) 1607.8    (m)         5275.     (f) VERT ANG       
 EQ1003
 EQ1003.Superseded values are not recommended for survey control.
 EQ1003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ1003.See file dsdata.txt to determine how the superseded data were derived.
 EQ1003
 EQ1003_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU1235460363(NAD 83)
 EQ1003_MARKER: DS = TRIANGULATION STATION DISK
 EQ1003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EQ1003
 EQ1003  HISTORY     - Date     Condition        Report By
 EQ1003  HISTORY     - 1958     MONUMENTED       CGS
 EQ1003
 EQ1003                          STATION DESCRIPTION
 EQ1003
 EQ1003'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RLE)
 EQ1003'STATION IS LOCATED ABOUT 10 MILES SOUTHEAST OF THE POST OFFICE
 EQ1003'IN CORREO, ABOUT 6 MILES NORTHWEST OF THE RAIL ROAD SIDEING OF
 EQ1003'RIO PUERCO AND ABOUT 1-1/2 MILES WEST OF THE RIO PUERCO RIVER.
 EQ1003'IT IS 39 FEET EAST OF THE CENTER OF STATE HIGHWAY NO. 6 AND 33
 EQ1003'FEET NORTH OF A TELEPHONE POLE.  IT IS A STANDARD DISC IMBEDED
 EQ1003'IN A 12 INCH SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES AND
 EQ1003'IS STAMPED CURVE 1958.
 EQ1003'
 EQ1003'REFERENCE MARK NO. 1 IS 42 FEET EAST OF THE CENTER OF STATE
 EQ1003'HIGHWAY NO. 6, AND 1 FOOT NORTH OF A TELEPHONE POLE.  IT IS
 EQ1003'A STANDARD DISC CEMENTED IN A HOLE IN AN IRREGULAR SHAPED
 EQ1003'BOULDER SET FLUSH WITH THE GROUND AND IS STAMPED CURVE NO 1
 EQ1003'1958.
 EQ1003'
 EQ1003'REFERENCE MARK NO. 2 IS 24 FEET EAST OF THE CENTER OF STATE
 EQ1003'HIGHWAY NO. 6.  IT IS A STANDARD DISC SET IN A HOLE IN AN
 EQ1003'IRREGULAR SHAPED BOULDER SET FLUSH WITH THE GROUND AND IS
 EQ1003'STAMPED CURVE NO 2 1958.
 EQ1003'
 EQ1003'AZIMUTH MARK IS 30 FEET EAST OF THE CENTER OF STATE HIGHWAY
 EQ1003'NO. 6, 19 FEET NORTHWEST OF A TELEPHONE POLE AND 1 FOOT NORTH
 EQ1003'OF A WHITE WITNESS POST.  IT IS A STANDARD DISC SET IN A
 EQ1003'12 INCH SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES AND IS
 EQ1003'STAMPED CURVE 1958.
 EQ1003'
 EQ1003'TO REACH FROM THE POST OFFICE IN CORREO GO NORTHEAST ON U.S.
 EQ1003'HIGHWAY NO. 66 FOR 0.4 MILES TO THE JUNCTION OF STATE HIGHWAY
 EQ1003'NO. 6, TURN RIGHT ON HIGHWAY NO. 6 AND GO SOUTH FOR 9.1 MILES
 EQ1003'TO THE STATION ON THE LEFT AS DESCRIBED.
 EQ1003'
 EQ1003'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTH ON STATE
 EQ1003'HIGHWAY NO. 6 FOR 0.5 MILE TO THE MARK ON THE LEFT AS DESCRIBED.
 EQ1003'
 EQ1003'A TRAVERSE CONNECTION WAS MADE TO A GEOLOGICAL BENCH MARK
 EQ1003'WHICH IS 75 FEET EAST OF THE CENTER OF STATE HIGHWAY NO. 6.
 EQ1003'IT IS A STANDARD GEOLOGICAL BENCH MARK DISC SET IN A 12 INCH
 EQ1003'SQUARE CONCRETE BLOCK WHICH PROJECTS 6 INCHES AND IS STAMPED
 EQ1003'5272 118 1952 SC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0558 ***********************************************************************
 EP0558  DESIGNATION -  CURVE
 EP0558  PID         -  EP0558
 EP0558  STATE/COUNTY-  NM/DE BACA
 EP0558  USGS QUAD   -  WRIGHT RANCH (1982)
 EP0558
 EP0558                         *CURRENT SURVEY CONTROL
 EP0558  ___________________________________________________________________
 EP0558* NAD 83(1992)-  34 09 58.25864(N)    104 51 56.66528(W)     ADJUSTED  
 EP0558* NAVD 88     -      1519.2    (meters)    4984.     (feet)  VERTCON   
 EP0558  ___________________________________________________________________
 EP0558  LAPLACE CORR-          -3.96  (seconds)                    DEFLEC99
 EP0558  GEOID HEIGHT-         -22.76  (meters)                     GEOID03
 EP0558
 EP0558  HORZ ORDER  -  SECOND
 EP0558
 EP0558.The horizontal coordinates were established by classical geodetic methods
 EP0558.and adjusted by the National Geodetic Survey in December 1993..
 EP0558
 EP0558.The NAVD 88 height was computed by applying the VERTCON shift value to
 EP0558.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EP0558
 EP0558.The Laplace correction was computed from DEFLEC99 derived deflections.
 EP0558
 EP0558.The geoid height was determined by GEOID03.
 EP0558
 EP0558;                    North         East     Units Scale Factor Converg.
 EP0558;SPC NM E     -   351,216.938   115,913.881   MT  0.99993878   -0 17 56.4
 EP0558;SPC NM E     - 1,152,284.24    380,294.12   sFT  0.99993878   -0 17 56.4
 EP0558;SPC NM C     -   351,951.592   627,626.816   MT  1.00010073   +0 46 39.0
 EP0558;SPC NM C     - 1,154,694.51  2,059,138.98   sFT  1.00010073   +0 46 39.0
 EP0558;UTM  13      - 3,780,590.406   512,374.395   MT  0.99960189   +0 04 31.4
 EP0558
 EP0558!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EP0558!SPC NM E     -   0.99976514  x   0.99993878  =   0.99970393
 EP0558!SPC NM C     -   0.99976514  x   1.00010073  =   0.99986584
 EP0558!UTM  13      -   0.99976514  x   0.99960189  =   0.99936712
 EP0558
 EP0558|---------------------------------------------------------------------|
 EP0558| PID    Reference Object                     Distance      Geod. Az  |
 EP0558|                                                           dddmmss.s |
 EP0558| CJ6142 CURVE RM 1                           10.194 METERS 05155     |
 EP0558| EP0560 JUNCTION                            APPROX. 5.7 KM 1434617.1 |
 EP0558| CJ6143 CURVE RM 2                           10.500 METERS 15703     |
 EP0558|---------------------------------------------------------------------|
 EP0558
 EP0558                          SUPERSEDED SURVEY CONTROL
 EP0558
 EP0558  NAD 83(1986)-  34 09 58.26486(N)    104 51 56.66416(W) AD(       ) 2
 EP0558  NAD 27      -  34 09 57.97571(N)    104 51 54.71489(W) AD(       ) 2
 EP0558  NGVD 29 (07/19/86) 1518.5    (m)         4982.     (f) VERT ANG       
 EP0558
 EP0558.Superseded values are not recommended for survey control.
 EP0558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EP0558.See file dsdata.txt to determine how the superseded data were derived.
 EP0558
 EP0558_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SET1237480590(NAD 83)
 EP0558_MARKER: DD = SURVEY DISK
 EP0558_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 EP0558+WITH SETTING: INFORMATION.
 EP0558_SP_SET: PREFABRICATED CONCRETE POST
 EP0558
 EP0558  HISTORY     - Date     Condition        Report By
 EP0558  HISTORY     - 1967     MONUMENTED       USGS
 EP0558
 EP0558                          STATION DESCRIPTION
 EP0558
 EP0558'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (LJM)
 EP0558'STATION IS LOCATED S 60 DEG W., ABOUT 41 MI. FROM FT. SUMNER,
 EP0558'NEW MEXICO, N 36 DEG W., 3.4 MI. FROM THE JUNCTION OF U.S.
 EP0558'HIGHWAY 285 AND STATE HIGHWAY 42.  THE STATION IS LOCATED ON
 EP0558'A GRASSY TOP 105 FEET SW OF THE W ROW FENCE OF U.S. HIGHWAY
 EP0558'285, 7 FT. S. OF A USGS WITNESS SIGN.  THE STATION SITE LOCATED
 EP0558'ON THE FORT SUMNER (N1 13-5) 1--250,000 SERIES MAP.
 EP0558'
 EP0558'STATION MARK--A STANDARD USGS BRONZE TABLET CRIMPED TO A
 EP0558'COPPERWELD ROD DRIVEN TO REFUSAL (6 FT.) CENTERED IN A SIX
 EP0558'IN. TILE, 12 IN. LONG, FILLED WITH GRAVEL, FLUSH WITH THE
 EP0558'GROUND AND STAMPED CURVE E.T. 1967.
 EP0558'
 EP0558'REFERENCE MARK NO. 1--A STANDARD USGS BRONZE REFERENCE MARK
 EP0558'TABLET CRIMPED TO A COPPERWELD ROD, DRIVEN TO REFUSAL (5 FT.),
 EP0558'CENTERED IN A SIX IN. TILE, 12 IN. LONG FILLED WITH GRAVEL,
 EP0558'FLUSH WITH GROUND AND STAMPED CURVE ET 1967-1.
 EP0558'
 EP0558'REFERENCE MARK NO. 2--A STANDARD USGS BRONZE REFERENCE MARK
 EP0558'TABLET CRIMPED TO A COPPERWELD ROD, DRIVEN TO REFUSAL (4.0
 EP0558'FT.) CENTERED IN A SIX INCH TILE 12 IN. LONG, FILLED WITH
 EP0558'GRAVEL FLUSH WITH THE GROUND AND STAMPED CURVE ET 1967-2.
 EP0558'
 EP0558'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND NO. 2 IS 53.92
 EP0558'FT. (16.435 METERS).
 EP0558'
 EP0558'JUNCTION E.T. 1967 IS VISIBLE FROM THE GROUND AND WILL SERVE
 EP0558'AS THE AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0742 ***********************************************************************
 FN0742  DESIGNATION -  CUT
 FN0742  PID         -  FN0742
 FN0742  STATE/COUNTY-  NM/SANTA FE
 FN0742  USGS QUAD   -  SETON VILLAGE (1993)
 FN0742
 FN0742                         *CURRENT SURVEY CONTROL
 FN0742  ___________________________________________________________________
 FN0742* NAD 83(1992)-  35 37 20.87225(N)    105 59 36.49560(W)     ADJUSTED  
 FN0742* NAVD 88     -      2030.4    (meters)    6661.     (feet)  VERTCON   
 FN0742  ___________________________________________________________________
 FN0742  LAPLACE CORR-           9.23  (seconds)                    DEFLEC99
 FN0742  GEOID HEIGHT-         -18.89  (meters)                     GEOID03
 FN0742
 FN0742  HORZ ORDER  -  THIRD
 FN0742
 FN0742.The horizontal coordinates were established by classical geodetic methods
 FN0742.and adjusted by the National Geodetic Survey in December 1993..
 FN0742
 FN0742.The NAVD 88 height was computed by applying the VERTCON shift value to
 FN0742.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FN0742
 FN0742.The Laplace correction was computed from DEFLEC99 derived deflections.
 FN0742
 FN0742.The geoid height was determined by GEOID03.
 FN0742
 FN0742;                    North         East     Units Scale Factor Converg.
 FN0742;SPC NM C     -   512,657.736   523,237.041   MT  0.99990665   +0 08 57.9
 FN0742;SPC NM C     - 1,681,944.59  1,716,653.53   sFT  0.99990665   +0 08 57.9
 FN0742;UTM  13      - 3,942,529.882   410,034.536   MT  0.99969974   -0 34 43.2
 FN0742
 FN0742!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FN0742!SPC NM C     -   0.99968438  x   0.99990665  =   0.99959106
 FN0742!UTM  13      -   0.99968438  x   0.99969974  =   0.99938421
 FN0742
 FN0742                          SUPERSEDED SURVEY CONTROL
 FN0742
 FN0742  NAD 83(1986)-  35 37 20.87531(N)    105 59 36.50046(W) AD(       ) 3
 FN0742  NGVD 29 (09/14/90) 2029.4    (m)         6658.     (f) VERT ANG       
 FN0742
 FN0742.Superseded values are not recommended for survey control.
 FN0742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0742.See file dsdata.txt to determine how the superseded data were derived.
 FN0742
 FN0742_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV1003542530(NAD 83)
 FN0742_MARKER: DS = TRIANGULATION STATION DISK
 FN0742_SETTING: 0 = UNSPECIFIED SETTING
 FN0742_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FN0742
 FN0742  HISTORY     - Date     Condition        Report By
 FN0742  HISTORY     - 1951     MONUMENTED       USGS
 FN0742
 FN0742                          STATION DESCRIPTION
 FN0742
 FN0742'DESCRIBED BY US GEOLOGICAL SURVEY 1951
 FN0742'STATION IS LOCATED ABOUT 4 MI. S. AND 3 MI. W. OF CENTER OF SANTA FE
 FN0742'ON LOW E-W. RIDGE IN NW. 1/4 COR. SEC. 16, T 16 N, R 9 E.
 FN0742'
 FN0742'TO REACH FROM THE PLAZA AT SANTA FE PROCEED SW. ALONG U.S. HIGHWAY 85
 FN0742'5.6 MI. TO GRADED RD. E., THENCE E. ALONG MAIN GRADED RD. 1.4 MI. TO
 FN0742'GATE ON THE RIGHT, THENCE RIGHT THRU GATE FOLLOWING OLD RAILROAD GRADE
 FN0742'SOUTHERLY 1.1 MI. TO TOP OF LOW RIDGE.  STATION IS 88 FT. E. OF
 FN0742'CENTERLINE OF RAILROAD GRADE WHICH IS IN DEEP CUT AT THIS POINT.
 FN0742'
 FN0742'STATION MARK--STANDARD TABLET SET IN TOP OF A 7 BY 7 IN. CONCRETE
 FN0742'POST PROJECTING 4 IN. ABOVE GROUND AND STAMPED---VABM 6658
 FN0742'SF-CUT 1951---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1767 ***********************************************************************
 CX1767  DESIGNATION -  CUTTER
 CX1767  PID         -  CX1767
 CX1767  STATE/COUNTY-  NM/SIERRA
 CX1767  USGS QUAD   -  APACHE GAP (1985)
 CX1767
 CX1767                         *CURRENT SURVEY CONTROL
 CX1767  ___________________________________________________________________
 CX1767* NAD 83(1992)-  32 59 11.12147(N)    107 09 32.83250(W)     ADJUSTED  
 CX1767* NAVD 88     -      1730.61   (+/-2cm)    5677.8    (feet)  VERTCON   
 CX1767  ___________________________________________________________________
 CX1767  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 CX1767  GEOID HEIGHT-         -23.17  (meters)                     GEOID03
 CX1767
 CX1767  HORZ ORDER  -  FIRST
 CX1767  VERT ORDER  -  THIRD ? (See Below)
 CX1767
 CX1767.The horizontal coordinates were established by classical geodetic methods
 CX1767.and adjusted by the National Geodetic Survey in December 1993..
 CX1767
 CX1767.The NAVD 88 height was computed by applying the VERTCON shift value to
 CX1767.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CX1767.The vertical order pertains to the NGVD 29 superseded value.
 CX1767
 CX1767.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1767
 CX1767.The geoid height was determined by GEOID03.
 CX1767
 CX1767;                    North         East     Units Scale Factor Converg.
 CX1767;SPC NM W     -   220,451.427   893,012.385   MT  0.99996561   +0 22 01.5
 CX1767;SPC NM W     -   723,264.39  2,929,824.80   sFT  0.99996561   +0 22 01.5
 CX1767;UTM  13      - 3,651,851.924   298,253.511   MT  1.00010187   -1 10 33.3
 CX1767
 CX1767!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1767!SPC NM W     -   0.99973200  x   0.99996561  =   0.99969762
 CX1767!UTM  13      -   0.99973200  x   1.00010187  =   0.99983384
 CX1767
 CX1767:                Primary Azimuth Mark                     Grid Az
 CX1767:SPC NM W     -  CUTTER AZ MK                             065 20 47.0
 CX1767:UTM  13      -  CUTTER AZ MK                             066 53 21.8
 CX1767
 CX1767|---------------------------------------------------------------------|
 CX1767| PID    Reference Object                     Distance      Geod. Az  |
 CX1767|                                                           dddmmss.s |
 CX1767| CC7224 CUTTER AZ MK                                       0654248.5 |
 CX1767| CC7225 CUTTER RM 1                           9.937 METERS 18506     |
 CX1767| CC7226 CUTTER RM 2                          19.992 METERS 28156     |
 CX1767|---------------------------------------------------------------------|
 CX1767
 CX1767                          SUPERSEDED SURVEY CONTROL
 CX1767
 CX1767  NAD 83(1986)-  32 59 11.12896(N)    107 09 32.83940(W) AD(       ) 1
 CX1767  NAD 27      -  32 59 10.86540(N)    107 09 30.74638(W) AD(       ) 1
 CX1767  NGVD 29 (07/19/86) 1729.92   (m)         5675.6    (f) LEVELING    3  
 CX1767
 CX1767.Superseded values are not recommended for survey control.
 CX1767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1767.See file dsdata.txt to determine how the superseded data were derived.
 CX1767
 CX1767_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBS9825451852(NAD 83)
 CX1767_MARKER: DS = TRIANGULATION STATION DISK
 CX1767_SETTING: 66 = SET IN ROCK OUTCROP
 CX1767
 CX1767  HISTORY     - Date     Condition        Report By
 CX1767  HISTORY     - 1936     MONUMENTED       CGS
 CX1767  HISTORY     - 1956     GOOD             USGS
 CX1767
 CX1767                          STATION DESCRIPTION
 CX1767
 CX1767'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (WRP)
 CX1767'ABOUT 20.9 MILES BY ROAD SOUTH-SOUTHWEST OF ENGLE RAILROAD
 CX1767'STATION, 129 MILES BY ROAD WEST-SOUTHWEST OF CUTTER RAILROAD
 CX1767'STATION, ON THE NORTHWEST END OF A GRAVEL RIDGE, WHICH SLOPES
 CX1767'UP FROM THE SOUTHERN EASTERN, AND WESTERN SIDES AND DROPS OFF
 CX1767'SHARPLY TOWARD THE NORTH.  THE RIDGE IS VERY ROCKY AND IS
 CX1767'SPARSELY COVERED WITH GRASS AND MESQUITE.  TO REACH THE STATION
 CX1767'FROM CUTTER RAILROAD STATION AND WATER TANK, CROSS THE
 CX1767'TRACKS FROM EAST TO WEST, TAKE THE LEFT FORK AND GO 0.1
 CX1767'MILE, TAKE THE RIGHT FORK AND GO 0.5 MILE, TAKE THE RIGHT
 CX1767'FORK AND GO 0.4 MILE, PASS OVER A CATTLE GUARD, TURN SHARP
 CX1767'RIGHT ALONG A FENCE LINE AND GO 3.1 MILES PASSING THROUGH
 CX1767'TWO GATES TO TWO RANCH HOUSES AND A WINDMILL, CONTINUE ALONG
 CX1767'THE FENCE LINE FOR 1.2 MILES TO A WINDMILL AND CATTLE
 CX1767'PENS, BEAR TO THE LEFT AROUND PENS AND FOLLOW THE
 CX1767'MAIN-TRAVELED ROAD 1.2 MILES TO A T-ROAD, TURN RIGHT AND GO
 CX1767'2.6 MILES TO THE EDGE OF AN ARROYO AND THE AZIMUTH MARK,
 CX1767'CONTINUE 0.6 MILE TO A T-ROAD, TURN RIGHT AND GO 0.2 MILE, TAKE
 CX1767'THE RIGHT FORK AND GO 1.3 MILES, TAKE RIGHT FORK AND GO 0.6
 CX1767'MILE, GO LEFT ACROSS COUNTRY, TOWARDS THE HIGHEST PEAK.  IT
 CX1767'IS A 30-MINUTE PACK UP TO HIGHEST POINT AND STATION.  THE
 CX1767'STATION AZIMUTH AND REFERENCE MARKS ARE STANDARD DISKS SET IN
 CX1767'ROCK.  REFERENCE MARK NO. 1 IS
 CX1767'9.937 METERS (32.60 FEET) FROM THE STATION S 05 DEG 6 MIN W,
 CX1767'AND NO. 2 IS 19.992 METERS (65.59 FEET) FROM THE STATION
 CX1767'N 78 DEG 04 MIN W.  THE AZIMUTH MARK IS SET IN A LARGE
 CX1767'AREA OF OUTCROPPING BEDROCK WHICH IS SEVERAL FEET ABOVE THE
 CX1767'SURROUNDING GROUND, ON THE NORTH EDGE OF THE ARROYO, 35 FEET
 CX1767'WEST OF THE MAIN-TRAVELED ROAD, AND 2.3 MILES FROM THE STATION
 CX1767'N 65 DEG 43 MIN E.
 CX1767
 CX1767                          STATION RECOVERY (1956)
 CX1767
 CX1767'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956 (ATW)
 CX1767'RECOVERED AND REDESCRIBED AS FOLLOWS
 CX1767'
 CX1767'LOCATED ABOUT 10.0 MI. (AIRLINE) S. OF STATE HIGHWAY NO. 51, AND ABOUT
 CX1767'2.0 MI. (AIRLINE) W. OF A GRADED N. BY S. RD.  ON THE HIGHEST PART OF
 CX1767'A PROMINENT MTN. ABOUT 2000 FT. NW. OF AN AMERICAN TELEPHONE AND
 CX1767'TELEGRAPH BLDG., LOCATED ON THE SAME MOUNTAIN.
 CX1767'
 CX1767'TO REACH FROM INTERSECTION OF U.S. HIGHWAY NO. 85 AND STATE HIGHWAY
 CX1767'NO. 51 AT TRUTH OR CONSEQUENCES, NEW MEXICO, GO E. ON STATE HIGHWAY
 CX1767'NO. 51 11.7 MI. TO A GRADED RD. AND --DIVIDE WELL--, TURN RIGHT AND
 CX1767'GO S. ON GRADED RD. 10.2 MI. TO A Y-RD., TURN RIGHT AND GO W. 2.4
 CX1767'MI. TO --AT AND T-- BLDG. AND END OF TRUCK TRAVEL.  PACK NW. TO
 CX1767'HIGHEST PART OF TOP AND STATION SITE.
 CX1767'
 CX1767'STATION MARK AND REFERENCE MARKS--FOUND AS DESCRIBED IN GOOD
 CX1767'CONDITION.
 CX1767'
 CX1767'STATION MARK--STANDARD USC AND GS DISK SET IN ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0626 ***********************************************************************
 CX0626  DESIGNATION -  CV 1
 CX0626  PID         -  CX0626
 CX0626  STATE/COUNTY-  NM/DONA ANA
 CX0626  USGS QUAD   -  NEWMAN NW (1994)
 CX0626
 CX0626                         *CURRENT SURVEY CONTROL
 CX0626  ___________________________________________________________________
 CX0626* NAD 83(1992)-  32 09 51.74690(N)    106 27 57.53278(W)     ADJUSTED  
 CX0626* NAVD 88     -      1246.132  (meters)    4088.35   (feet)  POSTED    
 CX0626  ___________________________________________________________________
 CX0626  LAPLACE CORR-          -2.04  (seconds)                    DEFLEC99
 CX0626  GEOID HEIGHT-         -23.78  (meters)                     GEOID03
 CX0626  DYNAMIC HT  -        1244.260 (meters)    4082.21  (feet)  COMP
 CX0626  MODELED GRAV-     979,091.0   (mgal)                       NAVD 88
 CX0626
 CX0626  HORZ ORDER  -  FIRST
 CX0626  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 CX0626
 CX0626.The horizontal coordinates were established by classical geodetic methods
 CX0626.and adjusted by the National Geodetic Survey in December 1993..
 CX0626
 CX0626.The orthometric height was determined by differential leveling
 CX0626.and adjusted by the National Geodetic Survey in 1992..
 CX0626.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 CX0626.rate of 1.1 thru 2.0 mm/km.
 CX0626
 CX0626.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX0626
 CX0626.The geoid height was determined by GEOID03.
 CX0626
 CX0626.The dynamic height is computed by dividing the NAVD 88
 CX0626.geopotential number by the normal gravity value computed on the
 CX0626.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0626.degrees latitude (g = 980.6199 gals.).
 CX0626
 CX0626.The modeled gravity was interpolated from observed gravity values.
 CX0626
 CX0626;                    North         East     Units Scale Factor Converg.
 CX0626;SPC NM C     -   129,112.800   479,629.756   MT  0.99990512   -0 06 53.9
 CX0626;SPC NM C     -   423,597.58  1,573,585.29   sFT  0.99990512   -0 06 53.9
 CX0626;UTM  13      - 3,559,597.083   361,771.247   MT  0.99983563   -0 46 49.9
 CX0626
 CX0626!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX0626!SPC NM C     -   0.99980811  x   0.99990512  =   0.99971325
 CX0626!UTM  13      -   0.99980811  x   0.99983563  =   0.99964377
 CX0626
 CX0626|---------------------------------------------------------------------|
 CX0626| PID    Reference Object                     Distance      Geod. Az  |
 CX0626|                                                           dddmmss.s |
 CX0626| CX0628 CV 1 RM 2                            16.936 METERS 01927     |
 CX0626| CX0627 CV 1 RM 1                            10.602 METERS 27615     |
 CX0626| CX1580 TARGET CV 1                         APPROX. 0.8 KM 3593518.3 |
 CX0626|---------------------------------------------------------------------|
 CX0626
 CX0626                          SUPERSEDED SURVEY CONTROL
 CX0626
 CX0626  NAD 83(1986)-  32 09 51.75141(N)    106 27 57.53013(W) AD(       ) 1
 CX0626  NAD 27      -  32 09 51.40288(N)    106 27 55.56564(W) AD(       ) 1
 CX0626  NGVD 29 (??/??/92) 1245.543  (m)         4086.42   (f) ADJ UNCH    1 2
 CX0626
 CX0626.Superseded values are not recommended for survey control.
 CX0626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0626.See file dsdata.txt to determine how the superseded data were derived.
 CX0626
 CX0626_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR6177159597(NAD 83)
 CX0626_MARKER: DS = TRIANGULATION STATION DISK
 CX0626_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CX0626_SP_SET: MONUMENT
 CX0626_STAMPING: CV 1 1965
 CX0626_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX0626
 CX0626  HISTORY     - Date     Condition        Report By
 CX0626  HISTORY     - 1965     MONUMENTED       CGS
 CX0626  HISTORY     - 1968     GOOD             NGS
 CX0626
 CX0626                          STATION DESCRIPTION
 CX0626
 CX0626'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CX0626'3.30 MI ENE FROM DONA ANA RANGE CAMP HDQ.
 CX0626'FROM DONA ANA RANGE CAMP HEADQUARTERS GO EAST SOUTHEAST, ON PAVED
 CX0626'ROAD, 0.5 MILE TO A Y INTERSECTION AT JUNCTION WITH WSMR ROUTE 11.
 CX0626'THENCE LEFT, NORTH, 0.1 MILE TO A T JUNCTION.  THENCE RIGHT AND FOLLOW
 CX0626'WSMR ROUTE 11 EAST NORTHEAST 2.4 MILES TO A DIRT ROAD ON THE RIGHT.
 CX0626'TURN RIGHT AND FOLLOW DIRT ROAD SOUTH SOUTHEAST 0.30 MILE ON HIGH
 CX0626'GRAVELLED MOUND THAT IS INSIDE FENCE AND STATION.  STATION IS 22.0
 CX0626'FEET NORTHWEST OF FENCE CORNER, 17.3 FEET EAST NORTHEAST OF FENCE
 CX0626'CORNER AND SET IN THE TOP OF A 1-FOOT SQUARE CONCRETE MONUMENT THAT IS
 CX0626'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0627 ***********************************************************************
 CX0627  DESIGNATION -  CV 1 RM 1
 CX0627  PID         -  CX0627
 CX0627  STATE/COUNTY-  NM/DONA ANA
 CX0627  USGS QUAD   -  NEWMAN NW (1994)
 CX0627
 CX0627                         *CURRENT SURVEY CONTROL
 CX0627  ___________________________________________________________________
 CX0627* NAD 83(1986)-  32 09 51.     (N)    106 27 56.     (W)     SCALED    
 CX0627* NAVD 88     -      1246.295  (meters)    4088.89   (feet)  POSTED    
 CX0627  ___________________________________________________________________
 CX0627  GEOID HEIGHT-         -23.78  (meters)                     GEOID03
 CX0627  DYNAMIC HT  -        1244.420 (meters)    4082.73  (feet)  COMP
 CX0627  MODELED GRAV-     979,090.9   (mgal)                       NAVD 88
 CX0627
 CX0627  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 CX0627
 CX0627.The horizontal coordinates were scaled from a topographic map and have
 CX0627.an estimated accuracy of +/- 6 seconds.
 CX0627
 CX0627.The orthometric height was determined by differential leveling
 CX0627.and adjusted by the National Geodetic Survey in 1992..
 CX0627.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 CX0627.rate of 1.1 thru 2.0 mm/km.
 CX0627
 CX0627.The geoid height was determined by GEOID03.
 CX0627
 CX0627.The dynamic height is computed by dividing the NAVD 88
 CX0627.geopotential number by the normal gravity value computed on the
 CX0627.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0627.degrees latitude (g = 980.6199 gals.).
 CX0627
 CX0627.The modeled gravity was interpolated from observed gravity values.
 CX0627
 CX0627;                    North         East    Units  Estimated Accuracy
 CX0627;SPC NM C     -   129,090.      479,670.      MT  (+/- 180 meters Scaled)
 CX0627
 CX0627                          SUPERSEDED SURVEY CONTROL
 CX0627
 CX0627  NGVD 29 (??/??/92) 1245.705  (m)         4086.95   (f) ADJ UNCH    1 2
 CX0627
 CX0627.Superseded values are not recommended for survey control.
 CX0627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0627.See file dsdata.txt to determine how the superseded data were derived.
 CX0627
 CX0627_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR618595(NAD 83)
 CX0627_MARKER: DR = REFERENCE MARK DISK
 CX0627_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CX0627_SP_SET: MONUMENT
 CX0627_STAMPING: CV 1 NO 1 1965
 CX0627_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX0627
 CX0627  HISTORY     - Date     Condition        Report By
 CX0627  HISTORY     - 1965     MONUMENTED       CGS
 CX0627  HISTORY     - 1968     GOOD             NGS
 CX0627
 CX0627                          STATION DESCRIPTION
 CX0627
 CX0627'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CX0627'3.30 MI ENE FROM DONA ANA RANGE CAMP HDQ.
 CX0627'FROM DONA ANA RANGE CAMP HEADQUARTERS GO EAST SOUTHEAST, ON PAVED
 CX0627'ROAD, 0.5 MILE TO A Y INTERSECTION AT JUNCTION WITH WSMR ROUTE 11.
 CX0627'THENCE LEFT, NORTH, 0.1 MILE TO A T JUNCTION.  THENCE RIGHT AND FOLLOW
 CX0627'WSMR ROUTE 11, EAST NORTHEAST, 2.4 MILES TO A DIRT ROAD ON THE RIGHT.
 CX0627'TURN RIGHT AND FOLLOW DIRT ROAD SOUTH SOUTHEAST 0.30 MILE ON HIGH
 CX0627'GRAVELED MOUND THAT IS INSIDE FENCE AND STATION.  IT IS 34.8 FEET
 CX0627'SOUTH SOUTHEAST OF TRIANGULATION STATION CV 1, 3.5 FEET EAST OF FENCE
 CX0627'AND SET IN A 1-FOOT SQUARE CONCRETE MONUMENT THAT PROJECTS ABOUT 0.1
 CX0627'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0628 ***********************************************************************
 CX0628  DESIGNATION -  CV 1 RM 2
 CX0628  PID         -  CX0628
 CX0628  STATE/COUNTY-  NM/DONA ANA
 CX0628  USGS QUAD   -  NEWMAN NW (1994)
 CX0628
 CX0628                         *CURRENT SURVEY CONTROL
 CX0628  ___________________________________________________________________
 CX0628* NAD 83(1986)-  32 09 52.     (N)    106 27 58.     (W)     SCALED    
 CX0628* NAVD 88     -      1246.300  (meters)    4088.90   (feet)  POSTED    
 CX0628  ___________________________________________________________________
 CX0628  GEOID HEIGHT-         -23.78  (meters)                     GEOID03
 CX0628  DYNAMIC HT  -        1244.420 (meters)    4082.73  (feet)  COMP
 CX0628  MODELED GRAV-     979,091.0   (mgal)                       NAVD 88
 CX0628
 CX0628  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 CX0628
 CX0628.The horizontal coordinates were scaled from a topographic map and have
 CX0628.an estimated accuracy of +/- 6 seconds.
 CX0628
 CX0628.The orthometric height was determined by differential leveling
 CX0628.and adjusted by the National Geodetic Survey in 1992..
 CX0628.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 CX0628.rate of 1.1 thru 2.0 mm/km.
 CX0628
 CX0628.The geoid height was determined by GEOID03.
 CX0628
 CX0628.The dynamic height is computed by dividing the NAVD 88
 CX0628.geopotential number by the normal gravity value computed on the
 CX0628.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0628.degrees latitude (g = 980.6199 gals.).
 CX0628
 CX0628.The modeled gravity was interpolated from observed gravity values.
 CX0628
 CX0628;                    North         East    Units  Estimated Accuracy
 CX0628;SPC NM C     -   129,120.      479,620.      MT  (+/- 180 meters Scaled)
 CX0628
 CX0628                          SUPERSEDED SURVEY CONTROL
 CX0628
 CX0628  NGVD 29 (??/??/92) 1245.710  (m)         4086.97   (f) ADJ UNCH    1 2
 CX0628
 CX0628.Superseded values are not recommended for survey control.
 CX0628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0628.See file dsdata.txt to determine how the superseded data were derived.
 CX0628
 CX0628_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR617596(NAD 83)
 CX0628_MARKER: DR = REFERENCE MARK DISK
 CX0628_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CX0628_SP_SET: MONUMENT
 CX0628_STAMPING: CV 1 NO 2 1965
 CX0628_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX0628
 CX0628  HISTORY     - Date     Condition        Report By
 CX0628  HISTORY     - 1965     MONUMENTED       CGS
 CX0628  HISTORY     - 1968     GOOD             NGS
 CX0628
 CX0628                          STATION DESCRIPTION
 CX0628
 CX0628'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CX0628'3.30 MI ENE FROM DONA ANA RANGE CAMP HDQ.
 CX0628'FROM DONA ANA RANGE CAMP HEADQUARTERS GO EAST SOUTHEAST, ON PAVED
 CX0628'ROAD, 0.5 MILE TO A Y INTERSECTION AT JUNCTION WITH WSMR ROUTE 11.
 CX0628'THENCE LEFT, NORTH, 0.1 MILE TO A T JUNCTION.  THENCE RIGHT AND FOLLOW
 CX0628'WSMR ROUTE 11, EAST NORTHEAST, 2.4 MILES TO A DIRT ROAD ON THE RIGHT.
 CX0628'TURN RIGHT AND FOLLOW DIRT ROAD SOUTH SOUTHEAST 0.30 MILE ON HIGH
 CX0628'GRAVELLED MOUND THAT IS INSIDE FENCE AND STATION.  IT IS 55.6 FEET
 CX0628'WEST SOUTHWEST OF TRIANGULATION STATION CV 1, 4.4 FEET NORTHWEST OF
 CX0628'FENCE AND SET IN THE TOP OF A 1-FOOT SQUARE CONCRETE MONUMENT THAT
 CX0628'PROJECTS ABOUT 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0622 ***********************************************************************
 CX0622  DESIGNATION -  CV 5
 CX0622  PID         -  CX0622
 CX0622  STATE/COUNTY-  NM/DONA ANA
 CX0622  USGS QUAD   -  NEWMAN NW (1994)
 CX0622
 CX0622                         *CURRENT SURVEY CONTROL
 CX0622  ___________________________________________________________________
 CX0622* NAD 83(1992)-  32 08 42.37214(N)    106 27 59.38878(W)     ADJUSTED  
 CX0622* NAVD 88     -      1255.202  (meters)    4118.11   (feet)  POSTED    
 CX0622  ___________________________________________________________________
 CX0622  LAPLACE CORR-          -1.54  (seconds)                    DEFLEC99
 CX0622  GEOID HEIGHT-         -23.80  (meters)                     GEOID03
 CX0622  DYNAMIC HT  -        1253.310 (meters)    4111.90  (feet)  COMP
 CX0622  MODELED GRAV-     979,090.1   (mgal)                       NAVD 88
 CX0622
 CX0622  HORZ ORDER  -  FIRST
 CX0622  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 CX0622
 CX0622.The horizontal coordinates were established by classical geodetic methods
 CX0622.and adjusted by the National Geodetic Survey in December 1993..
 CX0622
 CX0622.The orthometric height was determined by differential leveling
 CX0622.and adjusted by the National Geodetic Survey in 1992..
 CX0622.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 CX0622.rate of 4.1 thru 8.0 mm/km.
 CX0622
 CX0622.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX0622
 CX0622.The geoid height was determined by GEOID03.
 CX0622
 CX0622.The dynamic height is computed by dividing the NAVD 88
 CX0622.geopotential number by the normal gravity value computed on the
 CX0622.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0622.degrees latitude (g = 980.6199 gals.).
 CX0622
 CX0622.The modeled gravity was interpolated from observed gravity values.
 CX0622
 CX0622;                    North         East     Units Scale Factor Converg.
 CX0622;SPC NM C     -   126,976.178   479,576.834   MT  0.99990514   -0 06 54.7
 CX0622;SPC NM C     -   416,587.68  1,573,411.66   sFT  0.99990514   -0 06 54.7
 CX0622;UTM  13      - 3,557,461.369   361,693.522   MT  0.99983590   -0 46 49.4
 CX0622
 CX0622!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX0622!SPC NM C     -   0.99980669  x   0.99990514  =   0.99971185
 CX0622!UTM  13      -   0.99980669  x   0.99983590  =   0.99964262
 CX0622
 CX0622:                Primary Azimuth Mark                     Grid Az
 CX0622:SPC NM C     -  TARGET CV 1                              000 58 05.4
 CX0622:UTM  13      -  TARGET CV 1                              001 38 00.1
 CX0622
 CX0622|---------------------------------------------------------------------|
 CX0622| PID    Reference Object                     Distance      Geod. Az  |
 CX0622|                                                           dddmmss.s |
 CX0622| CX1580 TARGET CV 1                         APPROX. 2.9 KM 0005110.7 |
 CX0622| CX0623 CV 5 RM 1                            16.445 METERS 21958     |
 CX0622| CX1678 DONA ANA TANK                       APPROX. 3.4 KM 2794153.5 |
 CX0622|---------------------------------------------------------------------|
 CX0622
 CX0622                          SUPERSEDED SURVEY CONTROL
 CX0622
 CX0622  NAD 83(1986)-  32 08 42.37661(N)    106 27 59.38616(W) AD(       ) 1
 CX0622  NAD 27      -  32 08 42.02622(N)    106 27 57.42207(W) AD(       ) 1
 CX0622  NGVD 29 (??/??/92) 1254.613  (m)         4116.18   (f) ADJ UNCH    1 2
 CX0622
 CX0622.Superseded values are not recommended for survey control.
 CX0622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0622.See file dsdata.txt to determine how the superseded data were derived.
 CX0622
 CX0622_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR6169457461(NAD 83)
 CX0622_MARKER: DS = TRIANGULATION STATION DISK
 CX0622_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CX0622_SP_SET: MONUMENT
 CX0622_STAMPING: CV 5 1964
 CX0622_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX0622
 CX0622  HISTORY     - Date     Condition        Report By
 CX0622  HISTORY     - 1964     MONUMENTED       CGS
 CX0622  HISTORY     - 1968     GOOD             NGS
 CX0622
 CX0622                          STATION DESCRIPTION
 CX0622
 CX0622'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CX0622'3.70 MI ESE FROM DONA ANA RANGE CAMP HDQ.
 CX0622'FROM DONA ANA RANGE CAMP HEADQUARTERS GO EAST SOUTHEAST, ON PAVED
 CX0622'ROAD, 0.5 MILE TO A Y INTERSECTION AT JUNCTION WITH WSMR ROUTE 11.
 CX0622'THENCE LEFT, NORTH, 0.1 MILE TO A T JUNCTION.  THENCE RIGHT AND FOLLOW
 CX0622'WSMR ROUTE 11 EAST NORTHEAST 1.65 MILES TO A DIRT ROAD ON THE RIGHT.
 CX0622'TURN RIGHT AND FOLLOW DIRT ROAD, SOUTH SOUTHEAST 1.40 MILES TO A
 CX0622'CROSSROAD.  THENCE RIGHT, WEST, 0.1 MILE TO CINDER BLOCK BUILDING WITH
 CX0622'DOME AND STATION.  STATION IS 17.5 FEET WEST OF THE NORTHEAST CORNER
 CX0622'OF BUILDING AND 8.8 FEET NORTHWEST OF THE NORTHWEST CORNER OF
 CX0622'BUILDING.  IT IS SET IN THE TOP OF A 1-FOOT SQUARE CONCRETE MONUMENT
 CX0622'THAT PROJECTS ABOUT 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0623 ***********************************************************************
 CX0623  DESIGNATION -  CV 5 RM 1
 CX0623  PID         -  CX0623
 CX0623  STATE/COUNTY-  NM/DONA ANA
 CX0623  USGS QUAD   -  NEWMAN NW (1994)
 CX0623
 CX0623                         *CURRENT SURVEY CONTROL
 CX0623  ___________________________________________________________________
 CX0623* NAD 83(1986)-  32 08 42.     (N)    106 27 59.     (W)     SCALED    
 CX0623* NAVD 88     -      1255.071  (meters)    4117.68   (feet)  POSTED    
 CX0623  ___________________________________________________________________
 CX0623  GEOID HEIGHT-         -23.80  (meters)                     GEOID03
 CX0623  DYNAMIC HT  -        1253.180 (meters)    4111.47  (feet)  COMP
 CX0623  MODELED GRAV-     979,090.1   (mgal)                       NAVD 88
 CX0623
 CX0623  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 CX0623
 CX0623.The horizontal coordinates were scaled from a topographic map and have
 CX0623.an estimated accuracy of +/- 6 seconds.
 CX0623
 CX0623.The orthometric height was determined by differential leveling
 CX0623.and adjusted by the National Geodetic Survey in 1992..
 CX0623.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 CX0623.rate of 4.1 thru 8.0 mm/km.
 CX0623
 CX0623.The geoid height was determined by GEOID03.
 CX0623
 CX0623.The dynamic height is computed by dividing the NAVD 88
 CX0623.geopotential number by the normal gravity value computed on the
 CX0623.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0623.degrees latitude (g = 980.6199 gals.).
 CX0623
 CX0623.The modeled gravity was interpolated from observed gravity values.
 CX0623
 CX0623;                    North         East    Units  Estimated Accuracy
 CX0623;SPC NM C     -   126,970.      479,590.      MT  (+/- 180 meters Scaled)
 CX0623
 CX0623                          SUPERSEDED SURVEY CONTROL
 CX0623
 CX0623  NGVD 29 (??/??/92) 1254.481  (m)         4115.74   (f) ADJ UNCH    1 2
 CX0623
 CX0623.Superseded values are not recommended for survey control.
 CX0623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0623.See file dsdata.txt to determine how the superseded data were derived.
 CX0623
 CX0623_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR617574(NAD 83)
 CX0623_MARKER: DR = REFERENCE MARK DISK
 CX0623_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CX0623_SP_SET: MONUMENT
 CX0623_STAMPING: CV 5 NO 1 1964
 CX0623_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX0623
 CX0623  HISTORY     - Date     Condition        Report By
 CX0623  HISTORY     - 1964     MONUMENTED       CGS
 CX0623  HISTORY     - 1968     GOOD             NGS
 CX0623
 CX0623                          STATION DESCRIPTION
 CX0623
 CX0623'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CX0623'3.70 MI ESE FROM DONA ANA RANGE CAMP HDQ.
 CX0623'FROM DONA ANA RANGE CAMP HEADQUARTERS GO EAST SOUTHEAST, ON PAVED
 CX0623'ROAD, 0.5 MILE TO A Y INTERSECTION AT JUNCTION WITH WSMR ROUTE 11.
 CX0623'THENCE LEFT, NORTH, 0.1 MILE TO A T JUNCTION.  THENCE RIGHT AND FOLLOW
 CX0623'WSMR ROUTE 11 EAST NORTHEAST 1.65 MILES TO A DIRT ROAD ON THE RIGHT.
 CX0623'TURN RIGHT AND FOLLOW DIRT ROAD, SOUTH SOUTHEAST, 1.40 MILES TO A
 CX0623'CROSSROAD.  THENCE RIGHT WEST 0.1 MILE TO A CINDER BLOCK BUILDING WITH
 CX0623'DOME AND STATION.  IT IS 55.5 FEET WEST OF THE SOUTHWEST CORNER OF
 CX0623'BUILDING, 54.9 FEET WEST SOUTHWEST OF THE NORTHWEST CORNER OF
 CX0623'BUILDING, 54.0 FEET WEST SOUTHWEST OF TRIANGULATION STATION CV 5 AND
 CX0623'SET IN THE TOP OF A 1-FOOT SQUARE CONCRETE MONUMENT THAT PROJECTS
 CX0623'ABOUT 0.1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0624 ***********************************************************************
 CX0624  DESIGNATION -  CV 5 RM 2
 CX0624  PID         -  CX0624
 CX0624  STATE/COUNTY-  NM/DONA ANA
 CX0624  USGS QUAD   -  NEWMAN NW (1994)
 CX0624
 CX0624                         *CURRENT SURVEY CONTROL
 CX0624  ___________________________________________________________________
 CX0624* NAD 83(1986)-  32 08 42.     (N)    106 27 59.     (W)     SCALED    
 CX0624* NAVD 88     -      1255.290  (meters)    4118.40   (feet)  POSTED    
 CX0624  ___________________________________________________________________
 CX0624  GEOID HEIGHT-         -23.80  (meters)                     GEOID03
 CX0624  DYNAMIC HT  -        1253.400 (meters)    4112.20  (feet)  COMP
 CX0624  MODELED GRAV-     979,090.1   (mgal)                       NAVD 88
 CX0624
 CX0624  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 CX0624
 CX0624.The horizontal coordinates were scaled from a topographic map and have
 CX0624.an estimated accuracy of +/- 6 seconds.
 CX0624
 CX0624.The orthometric height was determined by differential leveling
 CX0624.and adjusted by the National Geodetic Survey in 1992..
 CX0624.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 CX0624.rate of 4.1 thru 8.0 mm/km.
 CX0624
 CX0624.The geoid height was determined by GEOID03.
 CX0624
 CX0624.The dynamic height is computed by dividing the NAVD 88
 CX0624.geopotential number by the normal gravity value computed on the
 CX0624.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0624.degrees latitude (g = 980.6199 gals.).
 CX0624
 CX0624.The modeled gravity was interpolated from observed gravity values.
 CX0624
 CX0624;                    North         East    Units  Estimated Accuracy
 CX0624;SPC NM C     -   126,970.      479,590.      MT  (+/- 180 meters Scaled)
 CX0624
 CX0624                          SUPERSEDED SURVEY CONTROL
 CX0624
 CX0624  NGVD 29 (??/??/92) 1254.701  (m)         4116.46   (f) ADJ UNCH    1 2
 CX0624
 CX0624.Superseded values are not recommended for survey control.
 CX0624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0624.See file dsdata.txt to determine how the superseded data were derived.
 CX0624
 CX0624_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR617574(NAD 83)
 CX0624_MARKER: DR = REFERENCE MARK DISK
 CX0624_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CX0624_SP_SET: MONUMENT
 CX0624_STAMPING: CV 5 NO 2 1964
 CX0624_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX0624
 CX0624  HISTORY     - Date     Condition        Report By
 CX0624  HISTORY     - 1964     MONUMENTED       CGS
 CX0624  HISTORY     - 1968     GOOD             NGS
 CX0624
 CX0624                          STATION DESCRIPTION
 CX0624
 CX0624'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CX0624'3.70 MI ESE FROM DONA ANA RANGE CAMP HDQ.
 CX0624'FROM DONA ANA RANGE CAMP HEADQUARTERS GO EAST SOUTHEAST, ON PAVED ROAD
 CX0624'0.5 MILE TO A Y INTERSECTION AT JUNCTION WITH WSMR ROUTE 11. THENCE
 CX0624'LEFT, NORTH, 0.1 MILE TO A T JUNCTION.  THENCE RIGHT AND FOLLOW WSMR
 CX0624'ROUTE 11 EAST NORTHEAST 1.65 MILES TO A DIRT ROAD ON THE RIGHT. TURN
 CX0624'RIGHT AND FOLLOW DIRT ROAD, SOUTH SOUTHEAST, 1.40 MILES TO A
 CX0624'CROSSROAD.  THENCE RIGHT WEST 0.1 MILE TO A CINDER BLOCK BUILDING. IT
 CX0624'IS 61.8 FEET NORTHWEST OF THE NORTHEAST CORNER OF BUILDING, 48.3 FEET
 CX0624'NORTHWEST OF TRIANGULATION STATION CV 5 AND SET IN THE TOP OF A 1-FOOT
 CX0624'SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0629 ***********************************************************************
 CX0629  DESIGNATION -  CV 6
 CX0629  PID         -  CX0629
 CX0629  STATE/COUNTY-  NM/DONA ANA
 CX0629  USGS QUAD   -  NEWMAN NW (1994)
 CX0629
 CX0629                         *CURRENT SURVEY CONTROL
 CX0629  ___________________________________________________________________
 CX0629* NAD 83(1992)-  32 10 05.44190(N)    106 26 47.86404(W)     ADJUSTED  
 CX0629* NAVD 88     -      1242.052  (meters)    4074.97   (feet)  POSTED    
 CX0629  ___________________________________________________________________
 CX0629  LAPLACE CORR-          -1.67  (seconds)                    DEFLEC99
 CX0629  GEOID HEIGHT-         -23.80  (meters)                     GEOID03
 CX0629  DYNAMIC HT  -        1240.180 (meters)    4068.82  (feet)  COMP
 CX0629  MODELED GRAV-     979,090.1   (mgal)                       NAVD 88
 CX0629
 CX0629  HORZ ORDER  -  FIRST
 CX0629  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 CX0629
 CX0629.The horizontal coordinates were established by classical geodetic methods
 CX0629.and adjusted by the National Geodetic Survey in December 1993..
 CX0629
 CX0629.The orthometric height was determined by differential leveling
 CX0629.and adjusted by the National Geodetic Survey in 1992..
 CX0629.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 CX0629.rate of 2.1 thru 3.0 mm/km.
 CX0629
 CX0629.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX0629
 CX0629.The geoid height was determined by GEOID03.
 CX0629
 CX0629.The dynamic height is computed by dividing the NAVD 88
 CX0629.geopotential number by the normal gravity value computed on the
 CX0629.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0629.degrees latitude (g = 980.6199 gals.).
 CX0629
 CX0629.The modeled gravity was interpolated from observed gravity values.
 CX0629
 CX0629;                    North         East     Units Scale Factor Converg.
 CX0629;SPC NM C     -   129,531.103   481,455.751   MT  0.99990424   -0 06 16.9
 CX0629;SPC NM C     -   424,969.96  1,579,576.08   sFT  0.99990424   -0 06 16.9
 CX0629;UTM  13      - 3,559,994.118   363,601.846   MT  0.99982943   -0 46 13.1
 CX0629
 CX0629!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX0629!SPC NM C     -   0.99980875  x   0.99990424  =   0.99971301
 CX0629!UTM  13      -   0.99980875  x   0.99982943  =   0.99963822
 CX0629
 CX0629:                Primary Azimuth Mark                     Grid Az
 CX0629:SPC NM C     -  TARGET CV 6                              215 04 17.4
 CX0629:UTM  13      -  TARGET CV 6                              215 44 13.6
 CX0629
 CX0629|---------------------------------------------------------------------|
 CX0629| PID    Reference Object                     Distance      Geod. Az  |
 CX0629|                                                           dddmmss.s |
 CX0629| CX1578 TARGET CV 6                         APPROX. 1.0 KM 2145800.5 |
 CX0629| CX0630 CV 6 RM 1                            24.245 METERS 24022     |
 CX0629| CX1678 DONA ANA TANK                       APPROX. 5.6 KM 2491858.5 |
 CX0629| CX0631 CV 6 RM 2                            23.772 METERS 33220     |
 CX0629|---------------------------------------------------------------------|
 CX0629
 CX0629                          SUPERSEDED SURVEY CONTROL
 CX0629
 CX0629  NAD 83(1986)-  32 10 05.44642(N)    106 26 47.86135(W) AD(       ) 1
 CX0629  NAD 27      -  32 10 05.09798(N)    106 26 45.89870(W) AD(       ) 1
 CX0629  NGVD 29 (??/??/92) 1241.470  (m)         4073.06   (f) ADJ UNCH    1 2
 CX0629
 CX0629.Superseded values are not recommended for survey control.
 CX0629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0629.See file dsdata.txt to determine how the superseded data were derived.
 CX0629
 CX0629_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR6360259994(NAD 83)
 CX0629_MARKER: DS = TRIANGULATION STATION DISK
 CX0629_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CX0629_SP_SET: MONUMENT
 CX0629_STAMPING: CV 6 1964
 CX0629_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX0629
 CX0629  HISTORY     - Date     Condition        Report By
 CX0629  HISTORY     - 1964     MONUMENTED       CGS
 CX0629  HISTORY     - 1968     GOOD             NGS
 CX0629
 CX0629                          STATION DESCRIPTION
 CX0629
 CX0629'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CX0629'4.65 MI ENE FROM DONA ANA RANGE CAMP HDQ.
 CX0629'FROM DONA ANA RANGE CAMP HEADQUARTERS GO EAST SOUTHEAST, ON PAVED
 CX0629'ROAD, 0.5 MILE TO A Y INTERSECTION AT JUNCTION WITH WSMR ROUTE 11.
 CX0629'THENCE LEFT, NORTH, 0.1 MILE TO A T JUNCTION.  THENCE RIGHT AND FOLLOW
 CX0629'WSMR ROUTE 11 EAST NORTHEAST 3.45 MILES TO A DIRT ROAD ON THE RIGHT.
 CX0629'TURN RIGHT AND FOLLOW DIRT ROAD, SOUTHEAST, 0.60 MILE TO CINDER BLOCK
 CX0629'BUILDING AND STATION.  STATION IS 16.2 FEET NORTHWEST OF THE SOUTHWEST
 CX0629'CORNER OF THE BUILDING, 6.2 FEET WEST OF THE NORTHWEST CORNER OF THE
 CX0629'BUILDING AND SET IN THE TOP OF A 1-FOOT SQUARE CONCRETE MONUMENT THAT
 CX0629'PROJECTS ABOUT 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0630 ***********************************************************************
 CX0630  DESIGNATION -  CV 6 RM 1
 CX0630  PID         -  CX0630
 CX0630  STATE/COUNTY-  NM/DONA ANA
 CX0630  USGS QUAD   -  NEWMAN NW (1994)
 CX0630
 CX0630                         *CURRENT SURVEY CONTROL
 CX0630  ___________________________________________________________________
 CX0630* NAD 83(1986)-  32 10 07.     (N)    106 26 49.     (W)     SCALED    
 CX0630* NAVD 88     -      1242.222  (meters)    4075.52   (feet)  POSTED    
 CX0630  ___________________________________________________________________
 CX0630  GEOID HEIGHT-         -23.80  (meters)                     GEOID03
 CX0630  DYNAMIC HT  -        1240.350 (meters)    4069.38  (feet)  COMP
 CX0630  MODELED GRAV-     979,090.2   (mgal)                       NAVD 88
 CX0630
 CX0630  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 CX0630
 CX0630.The horizontal coordinates were scaled from a topographic map and have
 CX0630.an estimated accuracy of +/- 6 seconds.
 CX0630
 CX0630.The orthometric height was determined by differential leveling
 CX0630.and adjusted by the National Geodetic Survey in 1992..
 CX0630.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 CX0630.rate of 0.0 thru 1.0 mm/km.
 CX0630
 CX0630.The geoid height was determined by GEOID03.
 CX0630
 CX0630.The dynamic height is computed by dividing the NAVD 88
 CX0630.geopotential number by the normal gravity value computed on the
 CX0630.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0630.degrees latitude (g = 980.6199 gals.).
 CX0630
 CX0630.The modeled gravity was interpolated from observed gravity values.
 CX0630
 CX0630;                    North         East    Units  Estimated Accuracy
 CX0630;SPC NM C     -   129,580.      481,430.      MT  (+/- 180 meters Scaled)
 CX0630
 CX0630                          SUPERSEDED SURVEY CONTROL
 CX0630
 CX0630  NGVD 29 (??/??/92) 1241.640  (m)         4073.61   (f) ADJ UNCH    1 2
 CX0630
 CX0630.Superseded values are not recommended for survey control.
 CX0630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0630.See file dsdata.txt to determine how the superseded data were derived.
 CX0630
 CX0630_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR635600(NAD 83)
 CX0630_MARKER: DR = REFERENCE MARK DISK
 CX0630_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CX0630_SP_SET: MONUMENT
 CX0630_STAMPING: CV 6 NO 1 1964
 CX0630_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX0630
 CX0630  HISTORY     - Date     Condition        Report By
 CX0630  HISTORY     - 1964     MONUMENTED       CGS
 CX0630  HISTORY     - 1968     GOOD             NGS
 CX0630
 CX0630                          STATION DESCRIPTION
 CX0630
 CX0630'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CX0630'4.65 MI ENE FROM DONA ANA RANGE CAMP HDQ.
 CX0630'FROM DONA ANA RANGE CAMP HEADQUARTERS GO EAST SOUTHEAST, ON PAVED
 CX0630'ROAD, 0.5 MILE TO A Y INTERSECTION AT JUNCTION WITH WSMR ROUTE 11.
 CX0630'THENCE LEFT, NORTH, 0.1 MILE TO A T JUNCTION.  THENCE RIGHT AND FOLLOW
 CX0630'WSMR ROUTE 11 EAST NORTHEAST 3.45 MILES TO A DIRT ROAD ON THE RIGHT.
 CX0630'TURN RIGHT AND FOLLOW DIRT ROAD, SOUTHEAST, 0.60 MILE TO CINDER BLOCK
 CX0630'HOUSE AND STATION.  IT IS 86.4 FEET WEST OF THE SOUTHWEST CORNER OF
 CX0630'BUILDING, 79.5 FEET WEST OF TRIANGULATION STATION CV 6 AND SET IN THE
 CX0630'TOP OF A 1-FOOT SQUARE CONCRETE MONUMENT THAT PROJECTS ABOUT 0.6 FOOT
 CX0630'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0631 ***********************************************************************
 CX0631  DESIGNATION -  CV 6 RM 2
 CX0631  PID         -  CX0631
 CX0631  STATE/COUNTY-  NM/DONA ANA
 CX0631  USGS QUAD   -  NEWMAN NW (1994)
 CX0631
 CX0631                         *CURRENT SURVEY CONTROL
 CX0631  ___________________________________________________________________
 CX0631* NAD 83(1986)-  32 10 08.     (N)    106 26 47.     (W)     SCALED    
 CX0631* NAVD 88     -      1241.733  (meters)    4073.92   (feet)  POSTED    
 CX0631  ___________________________________________________________________
 CX0631  GEOID HEIGHT-         -23.80  (meters)                     GEOID03
 CX0631  DYNAMIC HT  -        1239.860 (meters)    4067.77  (feet)  COMP
 CX0631  MODELED GRAV-     979,090.2   (mgal)                       NAVD 88
 CX0631
 CX0631  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 CX0631
 CX0631.The horizontal coordinates were scaled from a topographic map and have
 CX0631.an estimated accuracy of +/- 6 seconds.
 CX0631
 CX0631.The orthometric height was determined by differential leveling
 CX0631.and adjusted by the National Geodetic Survey in 1992..
 CX0631.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 CX0631.rate of 0.0 thru 1.0 mm/km.
 CX0631
 CX0631.The geoid height was determined by GEOID03.
 CX0631
 CX0631.The dynamic height is computed by dividing the NAVD 88
 CX0631.geopotential number by the normal gravity value computed on the
 CX0631.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0631.degrees latitude (g = 980.6199 gals.).
 CX0631
 CX0631.The modeled gravity was interpolated from observed gravity values.
 CX0631
 CX0631;                    North         East    Units  Estimated Accuracy
 CX0631;SPC NM C     -   129,610.      481,480.      MT  (+/- 180 meters Scaled)
 CX0631
 CX0631                          SUPERSEDED SURVEY CONTROL
 CX0631
 CX0631  NGVD 29 (??/??/92) 1241.151  (m)         4072.01   (f) ADJ UNCH    1 2
 CX0631
 CX0631.Superseded values are not recommended for survey control.
 CX0631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0631.See file dsdata.txt to determine how the superseded data were derived.
 CX0631
 CX0631_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR636600(NAD 83)
 CX0631_MARKER: DR = REFERENCE MARK DISK
 CX0631_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CX0631_SP_SET: MONUMENT
 CX0631_STAMPING: CV 6 NO 2 1964
 CX0631_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX0631
 CX0631  HISTORY     - Date     Condition        Report By
 CX0631  HISTORY     - 1964     MONUMENTED       CGS
 CX0631  HISTORY     - 1968     GOOD             NGS
 CX0631
 CX0631                          STATION DESCRIPTION
 CX0631
 CX0631'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CX0631'4.65 MI ENE FROM DONA ANA RANGE CAMP HDQ.
 CX0631'FROM DONA ANA RANGE CAMP HEADQUARTERS GO EAST SOUTHEAST, ON PAVED
 CX0631'ROAD, 0.5 MILE TO A Y INTERSECTION AT JUNCTION WITH WSMR ROUTE 11.
 CX0631'THENCE LEFT NORTH 0.1 MILE TO A T JUNCTION.  THENCE RIGHT AND FOLLOW
 CX0631'WSMR ROUTE 11 EAST NORTHEAST 3.45 MILES TO A DIRT ROAD ON THE RIGHT.
 CX0631'TURN RIGHT AND FOLLOW DIRT ROAD, SOUTHEAST, 0.60 MILE TO A CINDER
 CX0631'BLOCK BUILDING AND STATION.  IT IS 80.2 FEET NORTH NORTHWEST OF THE
 CX0631'NORTHWEST CORNER OF BUILDING, 78.0 FEET NORTH NORTHWEST OF
 CX0631'TRIANGULATION STATION CV 6 AND SET IN THE TOP OF A CONCRETE MONUMENT
 CX0631'THAT IS 1.0-FOOT IN DIAMETER AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0619 ***********************************************************************
 CX0619  DESIGNATION -  CV 7
 CX0619  PID         -  CX0619
 CX0619  STATE/COUNTY-  NM/DONA ANA
 CX0619  USGS QUAD   -  NEWMAN NW (1994)
 CX0619
 CX0619                         *CURRENT SURVEY CONTROL
 CX0619  ___________________________________________________________________
 CX0619* NAD 83(1992)-  32 08 40.20741(N)    106 29 10.06180(W)     ADJUSTED  
 CX0619* NAVD 88     -      1250.281  (meters)    4101.96   (feet)  POSTED    
 CX0619  ___________________________________________________________________
 CX0619  LAPLACE CORR-          -1.82  (seconds)                    DEFLEC99
 CX0619  GEOID HEIGHT-         -23.77  (meters)                     GEOID03
 CX0619  DYNAMIC HT  -        1248.400 (meters)    4095.79  (feet)  COMP
 CX0619  MODELED GRAV-     979,093.1   (mgal)                       NAVD 88
 CX0619
 CX0619  HORZ ORDER  -  FIRST
 CX0619  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 CX0619
 CX0619.The horizontal coordinates were established by classical geodetic methods
 CX0619.and adjusted by the National Geodetic Survey in December 1993..
 CX0619
 CX0619.The orthometric height was determined by differential leveling
 CX0619.and adjusted by the National Geodetic Survey in 1992..
 CX0619.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 CX0619.rate of 2.1 thru 3.0 mm/km.
 CX0619
 CX0619.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX0619
 CX0619.The geoid height was determined by GEOID03.
 CX0619
 CX0619.The dynamic height is computed by dividing the NAVD 88
 CX0619.geopotential number by the normal gravity value computed on the
 CX0619.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0619.degrees latitude (g = 980.6199 gals.).
 CX0619
 CX0619.The modeled gravity was interpolated from observed gravity values.
 CX0619
 CX0619;                    North         East     Units Scale Factor Converg.
 CX0619;SPC NM C     -   126,913.397   477,724.762   MT  0.99990612   -0 07 32.3
 CX0619;SPC NM C     -   416,381.70  1,567,335.32   sFT  0.99990612   -0 07 32.3
 CX0619;UTM  13      - 3,557,420.097   359,840.969   MT  0.99984226   -0 47 27.0
 CX0619
 CX0619!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX0619!SPC NM C     -   0.99980746  x   0.99990612  =   0.99971359
 CX0619!UTM  13      -   0.99980746  x   0.99984226  =   0.99964975
 CX0619
 CX0619|---------------------------------------------------------------------|
 CX0619| PID    Reference Object                     Distance      Geod. Az  |
 CX0619|                                                           dddmmss.s |
 CX0619| CX0620 CV 7 RM 2                            32.414 METERS 20000     |
 CX0619| CX0405 RANGE                               APPROX. 1.4 KM 2782738.5 |
 CX0619| CX0618 CV 7 RM 1                            21.940 METERS 29203     |
 CX0619| CX1678 DONA ANA TANK                       APPROX. 1.7 KM 2925358.8 |
 CX0619|---------------------------------------------------------------------|
 CX0619
 CX0619                          SUPERSEDED SURVEY CONTROL
 CX0619
 CX0619  NAD 83(1986)-  32 08 40.21190(N)    106 29 10.05922(W) AD(       ) 1
 CX0619  NAD 27      -  32 08 39.86191(N)    106 29 08.09310(W) AD(       ) 1
 CX0619  NGVD 29 (??/??/92) 1249.691  (m)         4100.03   (f) ADJ UNCH    1 2
 CX0619
 CX0619.Superseded values are not recommended for survey control.
 CX0619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0619.See file dsdata.txt to determine how the superseded data were derived.
 CX0619
 CX0619_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR5984157420(NAD 83)
 CX0619_MARKER: DS = TRIANGULATION STATION DISK
 CX0619_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CX0619_SP_SET: MONUMENT
 CX0619_STAMPING: CV 7 1964
 CX0619_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX0619
 CX0619  HISTORY     - Date     Condition        Report By
 CX0619  HISTORY     - 1964     MONUMENTED       CGS
 CX0619  HISTORY     - 1968     GOOD             NGS
 CX0619
 CX0619                          STATION DESCRIPTION
 CX0619
 CX0619'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CX0619'1.75 MI ESE FROM DONA ANA RANGE CAMP HDQ.
 CX0619'FROM DONA ANA RANGE CAMP HEADQUARTERS GO EAST SOUTHEAST, ON PAVED
 CX0619'ROAD, 0.5 MILE TO A Y INTERSECTION AT JUNCTION WITH WSMR ROUTE 11.
 CX0619'THENCE LEFT, NORTH, 0.1 MILE TO A T JUNCTION.  THENCE RIGHT AND FOLLOW
 CX0619'WSMR ROUTE 11 EAST NORTHEAST 0.65 MILE TO A DIRT ROAD ON THE RIGHT.
 CX0619'TURN RIGHT AND FOLLOW DIRT ROAD SOUTHERLY 0.5 MILE TO CINDER BLOCK
 CX0619'BUILDING, AND STATION ON GRAVELLED MOUND.  STATION IS 16.0 FEET
 CX0619'NORTHWEST OF THE NORTHWEST CORNER OF BUILDING, 15.0 FEET WEST
 CX0619'NORTHWEST OF THE BOTTOM STEP OF STAIRS AND SET IN THE TOP OF A 1-FOOT
 CX0619'SQUARE CONCRETE MONUMENT THAT PROJECTS ABOUT 0.2 FOOT ABOVE THE
 CX0619'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0618 ***********************************************************************
 CX0618  DESIGNATION -  CV 7 RM 1
 CX0618  PID         -  CX0618
 CX0618  STATE/COUNTY-  NM/DONA ANA
 CX0618  USGS QUAD   -  NEWMAN NW (1994)
 CX0618
 CX0618                         *CURRENT SURVEY CONTROL
 CX0618  ___________________________________________________________________
 CX0618* NAD 83(1986)-  32 08 40.     (N)    106 29 09.     (W)     SCALED    
 CX0618* NAVD 88     -      1250.322  (meters)    4102.10   (feet)  POSTED    
 CX0618  ___________________________________________________________________
 CX0618  GEOID HEIGHT-         -23.77  (meters)                     GEOID03
 CX0618  DYNAMIC HT  -        1248.440 (meters)    4095.92  (feet)  COMP
 CX0618  MODELED GRAV-     979,092.9   (mgal)                       NAVD 88
 CX0618
 CX0618  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 CX0618
 CX0618.The horizontal coordinates were scaled from a topographic map and have
 CX0618.an estimated accuracy of +/- 6 seconds.
 CX0618
 CX0618.The orthometric height was determined by differential leveling
 CX0618.and adjusted by the National Geodetic Survey in 1992..
 CX0618.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 CX0618.rate of 2.1 thru 3.0 mm/km.
 CX0618
 CX0618.The geoid height was determined by GEOID03.
 CX0618
 CX0618.The dynamic height is computed by dividing the NAVD 88
 CX0618.geopotential number by the normal gravity value computed on the
 CX0618.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0618.degrees latitude (g = 980.6199 gals.).
 CX0618
 CX0618.The modeled gravity was interpolated from observed gravity values.
 CX0618
 CX0618;                    North         East    Units  Estimated Accuracy
 CX0618;SPC NM C     -   126,910.      477,750.      MT  (+/- 180 meters Scaled)
 CX0618
 CX0618                          SUPERSEDED SURVEY CONTROL
 CX0618
 CX0618  NGVD 29 (??/??/92) 1249.732  (m)         4100.16   (f) ADJ UNCH    1 2
 CX0618
 CX0618.Superseded values are not recommended for survey control.
 CX0618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0618.See file dsdata.txt to determine how the superseded data were derived.
 CX0618
 CX0618_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR598574(NAD 83)
 CX0618_MARKER: DR = REFERENCE MARK DISK
 CX0618_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CX0618_SP_SET: MONUMENT
 CX0618_STAMPING: CV 7 NO 1 1964
 CX0618_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX0618
 CX0618  HISTORY     - Date     Condition        Report By
 CX0618  HISTORY     - 1964     MONUMENTED       CGS
 CX0618  HISTORY     - 1968     GOOD             NGS
 CX0618
 CX0618                          STATION DESCRIPTION
 CX0618
 CX0618'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CX0618'1.75 MI ESE FROM DONA ANA RANGE CAMP HDQ.
 CX0618'FROM DONA ANA RANGE CAMP HEADQUARTERS GO EAST SOUTHEAST, ON PAVED
 CX0618'ROAD, 0.5 MILE TO A Y INTERSECTION AT JUNCTION WITH WSMR ROUTE 11.
 CX0618'THENCE LEFT, NORTH, 0.1 MILE TO A T JUNCTION.  THENCE RIGHT AND FOLLOW
 CX0618'WSMR ROUTE 11 EAST NORTHEAST 0.65 MILE TO A DIRT ROAD ON THE RIGHT.
 CX0618'TURN RIGHT AND FOLLOW DIRT ROAD SOUTHERLY 0.5 MILE TO CINDER BLOCK
 CX0618'BUILDING AND STATION ON GRAVELLED MOUND.  IT IS 83.5 FEET WEST
 CX0618'NORTHWEST OF THE NORTHWEST CORNER OF BUILDING, 72.0 FEET WEST
 CX0618'NORTHWEST OF TRIANGULATION STATION CV 7 AND SET IN THE TOP OF A 1-FOOT
 CX0618'SQUARE CONCRETE MONUMENT THAT PROJECTS ABOUT 0.4 FOOT ABOVE THE
 CX0618'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0620 ***********************************************************************
 CX0620  DESIGNATION -  CV 7 RM 2
 CX0620  PID         -  CX0620
 CX0620  STATE/COUNTY-  NM/DONA ANA
 CX0620  USGS QUAD   -  NEWMAN NW (1994)
 CX0620
 CX0620                         *CURRENT SURVEY CONTROL
 CX0620  ___________________________________________________________________
 CX0620* NAD 83(1986)-  32 08 38.     (N)    106 29 09.     (W)     SCALED    
 CX0620* NAVD 88     -      1250.386  (meters)    4102.31   (feet)  POSTED    
 CX0620  ___________________________________________________________________
 CX0620  GEOID HEIGHT-         -23.77  (meters)                     GEOID03
 CX0620  DYNAMIC HT  -        1248.510 (meters)    4096.15  (feet)  COMP
 CX0620  MODELED GRAV-     979,092.9   (mgal)                       NAVD 88
 CX0620
 CX0620  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 CX0620
 CX0620.The horizontal coordinates were scaled from a topographic map and have
 CX0620.an estimated accuracy of +/- 6 seconds.
 CX0620
 CX0620.The orthometric height was determined by differential leveling
 CX0620.and adjusted by the National Geodetic Survey in 1992..
 CX0620.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 CX0620.rate of 0.0 thru 1.0 mm/km.
 CX0620
 CX0620.The geoid height was determined by GEOID03.
 CX0620
 CX0620.The dynamic height is computed by dividing the NAVD 88
 CX0620.geopotential number by the normal gravity value computed on the
 CX0620.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0620.degrees latitude (g = 980.6199 gals.).
 CX0620
 CX0620.The modeled gravity was interpolated from observed gravity values.
 CX0620
 CX0620;                    North         East    Units  Estimated Accuracy
 CX0620;SPC NM C     -   126,850.      477,750.      MT  (+/- 180 meters Scaled)
 CX0620
 CX0620                          SUPERSEDED SURVEY CONTROL
 CX0620
 CX0620  NGVD 29 (??/??/92) 1249.796  (m)         4100.37   (f) ADJ UNCH    1 2
 CX0620
 CX0620.Superseded values are not recommended for survey control.
 CX0620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0620.See file dsdata.txt to determine how the superseded data were derived.
 CX0620
 CX0620_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR598573(NAD 83)
 CX0620_MARKER: DR = REFERENCE MARK DISK
 CX0620_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CX0620_SP_SET: MONUMENT
 CX0620_STAMPING: CV 7 NO 2 1968
 CX0620_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX0620
 CX0620  HISTORY     - Date     Condition        Report By
 CX0620  HISTORY     - 1964     MONUMENTED       CGS
 CX0620
 CX0620                          STATION DESCRIPTION
 CX0620
 CX0620'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 CX0620'1.75 MI ENE FROM DONA ANA RANGE CAMP HDQ.
 CX0620'FROM DONA ANA RANGE CAMP HEADQUARTERS GO EAST SOUTHEAST, ON PAVED
 CX0620'ROAD, 0.5 MILE TO A Y INTERSECTION AT JUNCTION WITH WSMR ROUTE 11.
 CX0620'THENCE LEFT, NORTH, 0.1 MILE TO A T JUNCTION.  THENCE RIGHT AND FOLLOW
 CX0620'WSMR ROUTE 11 EAST NORTHEAST 0.65 MILE TO A DIRT ROAD ON THE RIGHT.
 CX0620'TURN RIGHT AND FOLLOW DIRT ROAD SOUTHERLY 0.5 MILE TO CINDER BLOCK
 CX0620'BUILDING AND STATION ON GRAVELLED MOUND.  IT IS 106.0 FEET SOUTHWEST
 CX0620'OF TRIANGULATION STATION CV 7, 82.6 FEET WEST SOUTHWEST OF THE
 CX0620'SOUTHWEST CORNER OF BUILDING AND SET IN THE TOP OF A 1.0-FOOT SQUARE
 CX0620'CONCRETE MONUMENT THAT PROJECTS ABOUT 0.1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC7044 ***********************************************************************
 AC7044  PACS        -  This is a Primary Airport Control Station.
 AC7044  DESIGNATION -  CVN A
 AC7044  PID         -  AC7044
 AC7044  STATE/COUNTY-  NM/CURRY
 AC7044  USGS QUAD   -  FARWELL (1985)
 AC7044
 AC7044                         *CURRENT SURVEY CONTROL
 AC7044  ___________________________________________________________________
 AC7044* NAD 83(1992)-  34 25 36.42803(N)    103 04 37.35254(W)     ADJUSTED  
 AC7044* NAVD 88     -      1280.31   (meters)    4200.5    (feet)  GPS OBS   
 AC7044  ___________________________________________________________________
 AC7044  X           -  -1,191,869.705 (meters)                     COMP
 AC7044  Y           -  -5,131,067.397 (meters)                     COMP
 AC7044  Z           -   3,586,305.972 (meters)                     COMP
 AC7044  LAPLACE CORR-          -3.14  (seconds)                    DEFLEC99
 AC7044  ELLIP HEIGHT-        1256.39  (meters)          (12/04/01) GPS OBS
 AC7044  GEOID HEIGHT-         -23.91  (meters)                     GEOID03
 AC7044
 AC7044  HORZ ORDER  -  B
 AC7044  ELLP ORDER  -  THIRD     CLASS II
 AC7044
 AC7044.This mark is at Clovis Airport (CVN)
 AC7044
 AC7044.The horizontal coordinates were established by GPS observations
 AC7044.and adjusted by the National Geodetic Survey in March 1997..
 AC7044
 AC7044.The orthometric height was determined by GPS observations and a
 AC7044.high-resolution geoid model.
 AC7044
 AC7044.GPS derived orthometric heights for airport stations designated as
 AC7044.PACS or SACS are published to 2 decimal places.  This maintains
 AC7044.centimeter relative accuracy between the PACS and SACS.  It does
 AC7044.not indicate centimeter accuracy relative to other marks which are
 AC7044.part of the NAVD 88 network.
 AC7044
 AC7044.Photographs are available for this station.
 AC7044
 AC7044.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7044
 AC7044.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC7044
 AC7044.The ellipsoidal height was determined by GPS observations
 AC7044.and is referenced to NAD 83.
 AC7044
 AC7044.The geoid height was determined by GEOID03.
 AC7044
 AC7044;                    North         East     Units Scale Factor Converg.
 AC7044;SPC NM E     -   380,710.061   280,471.379   MT  1.00007339   +0 42 37.2
 AC7044;SPC NM E     - 1,249,046.26    920,179.85   sFT  1.00007339   +0 42 37.2
 AC7044;UTM  13      - 3,811,155.520   676,700.004   MT  0.99998487   +1 05 14.8
 AC7044
 AC7044!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7044!SPC NM E     -   0.99980281  x   1.00007339  =   0.99987619
 AC7044!UTM  13      -   0.99980281  x   0.99998487  =   0.99978769
 AC7044
 AC7044:                Primary Azimuth Mark                     Grid Az
 AC7044:SPC NM E     -  CVN AP STA A                             041 18 42.6
 AC7044:UTM  13      -  CVN AP STA A                             040 56 05.0
 AC7044
 AC7044|---------------------------------------------------------------------|
 AC7044| PID    Reference Object                     Distance      Geod. Az  |
 AC7044|                                                           dddmmss.s |
 AC7044| AC7421 CVN AP STA A                        APPROX. 0.8 KM 0420119.8 |
 AC7044| AC7422 CVN AP STA B                        APPROX. 1.1 KM 2281828.7 |
 AC7044| AC7419 CVN ARP 2                            32.575 METERS 26608     |
 AC7044|---------------------------------------------------------------------|
 AC7044
 AC7044                          SUPERSEDED SURVEY CONTROL
 AC7044
 AC7044  ELLIP H (08/10/01) 1256.40   (m)                       GP(       ) 3 2
 AC7044  ELLIP H (03/20/97) 1256.44   (m)                       GP(       ) 3 1
 AC7044
 AC7044.Superseded values are not recommended for survey control.
 AC7044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7044.See file dsdata.txt to determine how the superseded data were derived.
 AC7044
 AC7044_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFU7670011156(NAD 83)
 AC7044_MARKER: I = METAL ROD
 AC7044_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AC7044_STAMPING: CVN A 1996
 AC7044_MARK LOGO: NGS   
 AC7044_PROJECTION: FLUSH
 AC7044_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC7044_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC7044_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7044+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2000
 AC7044_ROD/PIPE-DEPTH: 5.40 meters
 AC7044
 AC7044  HISTORY     - Date     Condition        Report By
 AC7044  HISTORY     - 1996     MONUMENTED       CHANCE
 AC7044  HISTORY     - 19970407 GOOD             NGS
 AC7044  HISTORY     - 19980929 GOOD             JCLS
 AC7044  HISTORY     - 20000316 GOOD             NGS
 AC7044
 AC7044                          STATION DESCRIPTION
 AC7044
 AC7044'DESCRIBED BY JE CHANCE AND ASSOCIATES 1996 (SC)
 AC7044'THE STATION IS LOCATED APPROXIMATELY 12.0 KM (7.45 MI) EAST OF THE
 AC7044'CITY OF CLOVIS AND 5.0 KM (3.10 MI) NORTHWEST OF THE TOWN OF TEXICO AT
 AC7044'THE CLOVIS MUNICIPAL AIRPORT.  OWNERSHIP -- CITY OF CLOVIS, STEVE
 AC7044'SUMMERS - AIRPORT DIRECTOR, PHONE (505) 769-7890 TO REACH THE STATION
 AC7044'FROM THE JUNCTION OF US HIGHWAY 60/84 AND US HIGHWAY 70 (STATE HIGHWAY
 AC7044'209) EAST OF CLOVIS, PROCEED NORTH ON STATE HIGHWAY 209 FOR 2.4 KM
 AC7044'(1.50 MI) TO THE JUNCTION WITH 21ST STREET, TURN RIGHT AND GO EAST ON
 AC7044'21ST STREET FOR 9.6 KM (5.95 MI) TO A FOUR WAY JUNCTION.  TURN LEFT
 AC7044'AND GO NORTH FOR 0.8 KM (0.50 MI) TO A ROAD ON THE RIGHT.  TURN RIGHT
 AC7044'AND GO EAST FOR 0.75 KM (0.45 MI) TO THE TERMINAL BUILDING AND ACCESS
 AC7044'GATE 100 M (328.1 FT) TO THE SOUTHWEST JUST NORTH OF THE OPERATIONS
 AC7044'BUILDING.  PASS THROUGH ACCCESS GATE AND TURN LEFT PROCEEDING
 AC7044'SOUTHEASTERLY FOR 0.15 KM (0.10 MI) BETWEEN TWO HANGARS AND ACROSS THE
 AC7044'RAMP TO TAXIWAY A.  TURN LEFT AND GO NORTHEAST ALONG TAXIWAY A FOR 0.4
 AC7044'KM (0.25 MI) TO THE JUNCTION WITH RUNWAY 12-30.  TURN RIGHT AND GO
 AC7044'SOUTHEAST ALONG RUNWAY 12-30 FOR 0.15 KM (0.10 MI) CROSSING RUNWAY
 AC7044'4-22 TO THE STATION ON THE LEFT IN THE EASTERN QUADRANT OF THE
 AC7044'INTERSECTION OF RUNWAYS 4-22 AND 12-30 THE STATION IS THE TOP CENTER
 AC7044'OF A STAINLESS STEEL ROD DRIVEN TO REFUSAL AT A DEPTH OF 5.40 M (17.72
 AC7044'FT) RECESSED 5 CM BELOW GROUND LEVEL IN A 2.5 CM DIA GREASE FILLED
 AC7044'FINNED PLASTIC SLEEVE 90 CM LONG ENCASED IN A 12.7 CM DIA PVC PIPE
 AC7044'WITH NGS LOGO CAP SURROUNDED BY CONCRETE.  THE LOGO CAP AND CONCRETE
 AC7044'ARE SET FLUSH WITH THE GROUND. THE STATION IS LOCATED 32.55 M (106.79
 AC7044'FT) EAST OF A DISK IN A CONCRETE MONUMENT STAMPED ARP 2 CVN 1971,
 AC7044'66.10 M (216.86 FT) SOUTHEAST OF THE SOUTHEAST EDGE OF RUNWAY 4-22,
 AC7044'73.50 M (241.14 FT) NORTHEAST OF THE NORTHEAST EDGE OF RUNWAY 12-30,
 AC7044'63.60 M (208.66 FT) EAST-SOUTHEAST OF THE CENTER OF RUNWAY HOLDING
 AC7044'POSITION SIGN (30-12) , 63.10 M (207.02 FT) SOUTHEAST OF A RUNWAY
 AC7044'LIGHT, AND 0.9 M (3.0 FT) WEST OF A CARSONITE WITNESS POST THE STATION
 AC7044'IS DESIGNATED AS A PRIMARY AIRPORT CONTROL STATION (PACS) - NEW MEXICO
 AC7044'ANA SURVEYS 1996
 AC7044
 AC7044                          STATION RECOVERY (1997)
 AC7044
 AC7044'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 AC7044'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 17 APR 1997 (WCW) .
 AC7044'RECOVERED AS DESCRIBED.
 AC7044
 AC7044                          STATION RECOVERY (1998)
 AC7044
 AC7044'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 1998
 AC7044'RECOVERED IN GOOD CONDITION.
 AC7044
 AC7044                          STATION RECOVERY (2000)
 AC7044
 AC7044'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (DRL)
 AC7044'RECOVERED AS DESCRIBED.  THIS IS THE PRIMARY AIRPORT CONTROL STATION
 AC7044'(PACS)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC7421 ***********************************************************************
 AC7421  DESIGNATION -  CVN AP STA A
 AC7421  PID         -  AC7421
 AC7421  STATE/COUNTY-  NM/CURRY
 AC7421  USGS QUAD   -  FARWELL (1985)
 AC7421
 AC7421                         *CURRENT SURVEY CONTROL
 AC7421  ___________________________________________________________________
 AC7421* NAD 83(1992)-  34 25 56.02741(N)    103 04 16.03702(W)     ADJUSTED  
 AC7421* NAVD 88     -      1284.2    (meters)    4213.     (feet)  GPS OBS   
 AC7421  ___________________________________________________________________
 AC7421  X           -  -1,191,262.941 (meters)                     COMP
 AC7421  Y           -  -5,130,861.001 (meters)                     COMP
 AC7421  Z           -   3,586,806.420 (meters)                     COMP
 AC7421  LAPLACE CORR-          -3.12  (seconds)                    DEFLEC99
 AC7421  ELLIP HEIGHT-        1260.30  (meters)          (12/12/01) GPS OBS
 AC7421  GEOID HEIGHT-         -23.93  (meters)                     GEOID03
 AC7421
 AC7421  HORZ ORDER  -  THIRD
 AC7421  ELLP ORDER  -  FOURTH    CLASS I
 AC7421
 AC7421.This mark is at Clovis Airport (CVN)
 AC7421
 AC7421.The horizontal coordinates were established by GPS observations
 AC7421.and adjusted by the National Geodetic Survey in September 1997..
 AC7421
 AC7421.The orthometric height was determined by GPS observations and a
 AC7421.high-resolution geoid model.
 AC7421
 AC7421.Photographs are available for this station.
 AC7421
 AC7421.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7421
 AC7421.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC7421
 AC7421.The ellipsoidal height was determined by GPS observations
 AC7421.and is referenced to NAD 83.
 AC7421
 AC7421.The geoid height was determined by GEOID03.
 AC7421
 AC7421;                    North         East     Units Scale Factor Converg.
 AC7421;SPC NM E     -   381,320.757   281,008.111   MT  1.00007492   +0 42 49.6
 AC7421;SPC NM E     - 1,251,049.85    921,940.78   sFT  1.00007492   +0 42 49.6
 AC7421;UTM  13      - 3,811,769.681   677,232.658   MT  0.99998719   +1 05 27.4
 AC7421
 AC7421!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7421!SPC NM E     -   0.99980220  x   1.00007492  =   0.99987711
 AC7421!UTM  13      -   0.99980220  x   0.99998719  =   0.99978939
 AC7421
 AC7421:                Primary Azimuth Mark                     Grid Az
 AC7421:SPC NM E     -  CVN A                                    221 18 42.2
 AC7421:UTM  13      -  CVN A                                    220 56 04.4
 AC7421
 AC7421|---------------------------------------------------------------------|
 AC7421| PID    Reference Object                     Distance      Geod. Az  |
 AC7421|                                                           dddmmss.s |
 AC7421| AC7044 CVN A                               APPROX. 0.8 KM 2220131.8 |
 AC7421|---------------------------------------------------------------------|
 AC7421
 AC7421                          SUPERSEDED SURVEY CONTROL
 AC7421
 AC7421  ELLIP H (09/16/97) 1260.35   (m)                       GP(       ) 4 1
 AC7421
 AC7421.Superseded values are not recommended for survey control.
 AC7421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7421.See file dsdata.txt to determine how the superseded data were derived.
 AC7421
 AC7421_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFU7723311770(NAD 83)
 AC7421_MARKER: DT = TOPOGRAPHIC STATION DISK
 AC7421_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC7421_STAMPING: AP 1965 STA A
 AC7421_MARK LOGO: NOS   
 AC7421_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC7421_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC7421+STABILITY: SURFACE MOTION
 AC7421_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7421+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2000
 AC7421
 AC7421  HISTORY     - Date     Condition        Report By
 AC7421  HISTORY     - 1965     MONUMENTED       NOS
 AC7421  HISTORY     - 19930615 GOOD             NGS
 AC7421  HISTORY     - 19960614 POOR             CHANCE
 AC7421  HISTORY     - 19970407 GOOD             NGS
 AC7421  HISTORY     - 20000316 GOOD             NGS
 AC7421
 AC7421                          STATION DESCRIPTION
 AC7421
 AC7421'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 AC7421'THIS STATION IS LOCATED IN THE NORTHEAST SECTION OF THE CLOVIS MUNI
 AC7421'AIRPORT, NEAR RUNWAY END 22.  IT IS 184.0 FT (56.1 M) NORTHEAST OF THE
 AC7421'FIRST RUNWAY LIGHT, 125.0 FT (38.1 M) SOUTHEAST OF THE CENTERLINE END
 AC7421'OF THE RUNWAY, 50.0 FT (15.2 M) SOUTHEAST OF THE SOUTHEAST EDGE OF THE
 AC7421'RUNWAY, 44.2 FT (13.5 M) SOUTH OF THE SOUTHEAST THRESHOLD LIGHT.  A
 AC7421'STANDARD TOPOGRAPHIC DISK SET IN THE TOP OF A 10 INCH CONCRETE POST
 AC7421'FLUSH WITH THE GROUND AND STAMPED AP 1965 STA A.
 AC7421
 AC7421                          STATION RECOVERY (1996)
 AC7421
 AC7421'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (MFY)
 AC7421'RECOVERY NOTE BY CHANCE 1996 RECOVERED IN FAIR CONDITION.  CONCRETE
 AC7421'APPEARS TO HAVE BEEN DAMAGED. A NEW AND COMPLETE DESCRIPTION FOLLOWS
 AC7421'THE STATION IS LOCATED APPROXIMATELY 12.0 KM (7.45 MI) EAST OF THE
 AC7421'CITY OF CLOVIS AND 5.0 KM (3.10 MI) NORTHWEST OF THE TOWN OF TEXICO AT
 AC7421'THE CLOVIS MUNICIPAL AIRPORT.  OWNERSHIP -- CITY OF CLOVIS, STEVE
 AC7421'SUMMERS - AIRPORT DIRECTOR, PHONE (505) 769-7890 TO REACH THE STATION
 AC7421'FROM THE JUNCTION OF US HIGHWAY 60/84 AND US HIGHWAY 70 (STATE HIGHWAY
 AC7421'209) EAST OF CLOVIS, PROCEED NORTH ON STATE HIGHWAY 209 FOR 2.4 KM
 AC7421'(1.50 MI) TO THE JUNCTION WITH 21ST STREET, TURN RIGHT AND GO EAST ON
 AC7421'21ST STREET FOR 9.6 KM (5.95 MI) TO A FOUR WAY JUNCTION.  TURN LEFT
 AC7421'AND GO NORTH FOR 0.8 KM (0.50 MI) TO A ROAD ON THE RIGHT.  TURN RIGHT
 AC7421'AND GO EAST 0.75 TO THE TERMINAL BUILDING AND ACCESS GATE 100 M (328.1
 AC7421'FT) TO THE SOUTHWEST JUST NORTH OF THE OPERATIONS BUILDING.  PASS
 AC7421'THROUGH ACCESS GATE AND TURN LEFT PROCEEDING SOUTHEASTERLY FOR 0.15 KM
 AC7421'(0.10 MI) BETWEEN TWO HANGARS AND ACROSS THE RAMP TO TAXIWAY A.  TURN
 AC7421'LEFT AND GO NORTHEAST ALONG TAXIWAY A FOR 1.3 KM (0.80 MI) CROSSING
 AC7421'TAXIWAY B AND RUNWAY 12-30 TO THE END OF TAXIWAY A.  TURN RIGHT AND
 AC7421'PROCEED SOUTHEAST FOR 0.16 KM (0.10 MI) ACROSS RUNWAY 22 END TO THE
 AC7421'STATION JUST SOUTHEAST OF THE EASTERN CORNER OF RUNWAY 22 END THE
 AC7421'STATION IS A TOPOGRAPHIC DISK SET INTO THE TOP OF A CONCRETE MONUMENT
 AC7421'FLUSH WITH THE GROUND.  THE STATION IS LOACTED 15.5 M (50.9 FT)
 AC7421'SOUTHEAST OF THE NORTHEAST CORNER OF RUNWAY 22 END, 13.1 M (43.0 FT)
 AC7421'NORTHWEST OF THE DIRT TRACK CENTERLINE, AND 12.6 M (41.3 FT) SOUTHEAST
 AC7421'OF THE EASTERNMOST RUNWAY LIGHT
 AC7421
 AC7421                          STATION RECOVERY (1997)
 AC7421
 AC7421'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 AC7421'THE STATION IS LOCATED ABOUT 12 KM (7.45 MI) EAST OF THE CITY OF
 AC7421'CLOVIS AND 5 KM (3.10 MI) NORTHWEST OF THE TOWN OF TEXICO AT THE
 AC7421'CLOVIS MUNICIPAL AIRPORT.  OWNEERSHIP -- CITY OF CLOVIS.  AIRPORT
 AC7421'MANAGER STEVE SUMMERS, PHONE 505-769-7890.  TO REACH THE STATION FROM
 AC7421'THE JUNCTION OF COMBINED US HIGHWAYS 60 AND 84 (MABRY DRIVE) WITH US
 AC7421'HIGHWAY 70 AND STATE ROUTE 209 (PRINCE STREET) , GO NORTH ON STATE
 AC7421'ROUTE 209 FOR 2.4 KM (1.50 MI) TO 21ST STREET.  TURN RIGHT AND GO EAST
 AC7421'ON 21ST STREET FOR 9.6 KM (5.95 MI) TO A FOUR WAY JUNCTION. TURN LEFT
 AC7421'AND GO NORTH FOR 0.8 KM (0.50 MI) TO AN ASPHALT ROAD RIGHT.  TURN
 AC7421'RIGHT AND GO EAST ON THE AIRPORT ENTRANCE ROAD FOR 0.75 KM (0.45 MI)
 AC7421'TO THE TERMINAL BUILDING AHEAD AND A DIRT ROAD RIGHT. TURN RIGHT AND
 AC7421'GO SOUTHWEST 100 M (328.1 FT) PASSING A GATE AND BEARING RIGHT AT A
 AC7421'FORK TO A DIRT ROAD LEFT.  TURN LEFT AND GO SOUTHEAST FOR 0.15 KM
 AC7421'(0.10 MI) PASSING BETWEEN TWO HANGERS AND ACROSS A RAMP TO TAXIWAY A.
 AC7421'TURN LEFT AND GO NORTHEAST ON TAXIWAY A FOR 1.4 KM (0.85 MI) CROSSING
 AC7421'TAXIWAY B AND RUNWAY 12-30 AND CROSSING APPROACH 22 TO THE STATION ON
 AC7421'LEFT.  THE MARK IS A CGS TOPOGRAPHIC STATION DISK IN A CONCRETE POST.
 AC7421'THE MARK IS LOCATED ALONG THE SOUTHEASTERLY EXTENSION OF THE END OF
 AC7421'PAVEMENT AT APPROACH 22, 184.0 FT (56.1 M) NORTHEAST FROM THE FIRST
 AC7421'RUNWAY LIGHT ON THE SOUTHEAST SIDE OF RUNWAY, 125.0 FT (38.1 M)
 AC7421'SOUTHEAST FROM THE CENTERLINE END OF RUNWAY, 50 FT (15.2 M) SOUTHEAST
 AC7421'FROM THE EASTERLY PAVEMENT CORNER, 44.2 FT (13.5 M) SOUTH FROM A
 AC7421'THRESHOLD LIGHT.  THE MARK IS FLUSH WITH THE GROUND.  DESC 07 APR 1997
 AC7421'WC WAICKMAN.
 AC7421
 AC7421                          STATION RECOVERY (2000)
 AC7421
 AC7421'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (DRL)
 AC7421'RECOVERED AND DESCRIBED BY NGS DURING OC SURVEY 3-16-2000.  THE
 AC7421'STATION IS LOCATED ABOUT 7.45 MI (11.99 KM) EAST OF CLOVIS, 3.1 MI
 AC7421'(5.0 KM) NORTHWEST OF TEXICO AT THE CLOVIS MUNICIPAL AIRPORT NEAR THE
 AC7421'APPROACH END OF RUNWAY 22.  OWNERSHIP--CITY OF CLOVIS, STEVE
 AC7421'SUMMERS-AIRPORT DIRECTOR, PO BOX 760, CLOVIS, NM 88101, PHONE (505)
 AC7421'769-7890.  TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 60/84
 AC7421'AND US HIGHWAY 70 (STATE HIGHWAY 209) EAST OF CLOVIS, GO NORTH ON
 AC7421'STATE HIGHWAY 209 FOR 1.5 MI (2.4 KM) TO A INTERSECTION, TURN RIGHT
 AC7421'AND GO EAST ON 21ST STREET FOR 5.95 MI (9.58 KM) TO A INTERSECTION,
 AC7421'TURN LEFT AND GO NORTH ON A PAVED ROAD FOR 0.5 MI (0.8 KM) TO A ROAD
 AC7421'RIGHT, TURN RIGHT AND GO EAST ON THE AIRPORT ENTRANCE ROAD FOR 0.45 MI
 AC7421'(0.72 KM) TO THE TERMINAL BUILDING AND A ACCESS GATE 328 FT (100.0 M)
 AC7421'TO THE SOUTHWEST, PASS THROUGH THE GATE AND TURN LEFT AND GO
 AC7421'SOUTHEASTERLY (PASSING BETWEEN TWO HANGERS AND ACROSS THE APRON) FOR
 AC7421'0.15 MI (0.24 KM) TO A PARALLEL TAXIWAY (A) , TURN LEFT AND GO
 AC7421'NORTHEAST ON THE PARALLEL TAXIWAY FOR 0.85 MI (1.37 KM) (CROSSING RWY
 AC7421'12/30) TO APPROACH END OF RUNWAY 22, CROSS THE APPROACH END OF RUNWAY
 AC7421'22 TO THE STATION ONLINE WITH THE END OF RUNWAY PAVEMENT.  THE STATION
 AC7421'IS A NOS TOPO DISK SET IN A CONCRETE MONUMENT FLUSH WITH THE GROUND,
 AC7421'184.0 FT (56.1 M) NORTHEAST OF THE FIRST RUNWAY LIGHT, 125.0 FT (38.1
 AC7421'M) SOUTHEAST OF THE RUNWAY CENTER, 50.0 FT (15.2 M) SOUTHEAST OF THE
 AC7421'SOUTHEAST EDGE OF THE RUNWAY AND 40.5 FT (12.3 M) SOUTH OF THE
 AC7421'SOUTHEASTERMOST THRESHOLD LIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC7422 ***********************************************************************
 AC7422  DESIGNATION -  CVN AP STA B
 AC7422  PID         -  AC7422
 AC7422  STATE/COUNTY-  NM/CURRY
 AC7422  USGS QUAD   -  FARWELL (1985)
 AC7422
 AC7422                         *CURRENT SURVEY CONTROL
 AC7422  ___________________________________________________________________
 AC7422* NAD 83(1992)-  34 25 13.11751(N)    103 05 08.93134(W)     ADJUSTED  
 AC7422* NAVD 88     -      1278.6    (meters)    4195.     (feet)  GPS OBS   
 AC7422  ___________________________________________________________________
 AC7422  X           -  -1,192,746.883 (meters)                     COMP
 AC7422  Y           -  -5,131,279.076 (meters)                     COMP
 AC7422  Z           -   3,585,712.386 (meters)                     COMP
 AC7422  LAPLACE CORR-          -3.16  (seconds)                    DEFLEC99
 AC7422  ELLIP HEIGHT-        1254.68  (meters)          (12/12/01) GPS OBS
 AC7422  GEOID HEIGHT-         -23.89  (meters)                     GEOID03
 AC7422
 AC7422  HORZ ORDER  -  THIRD
 AC7422  ELLP ORDER  -  FOURTH    CLASS I
 AC7422
 AC7422.This mark is at Clovis Airport (CVN)
 AC7422
 AC7422.The horizontal coordinates were established by GPS observations
 AC7422.and adjusted by the National Geodetic Survey in September 1997..
 AC7422
 AC7422.The orthometric height was determined by GPS observations and a
 AC7422.high-resolution geoid model.
 AC7422
 AC7422.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7422
 AC7422.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC7422
 AC7422.The ellipsoidal height was determined by GPS observations
 AC7422.and is referenced to NAD 83.
 AC7422
 AC7422.The geoid height was determined by GEOID03.
 AC7422
 AC7422;                    North         East     Units Scale Factor Converg.
 AC7422;SPC NM E     -   379,981.814   279,673.911   MT  1.00007113   +0 42 18.9
 AC7422;SPC NM E     - 1,246,657.00    917,563.49   sFT  1.00007113   +0 42 18.9
 AC7422;UTM  13      - 3,810,422.106   675,907.417   MT  0.99998142   +1 04 56.2
 AC7422
 AC7422!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7422!SPC NM E     -   0.99980308  x   1.00007113  =   0.99987420
 AC7422!UTM  13      -   0.99980308  x   0.99998142  =   0.99978451
 AC7422
 AC7422:                Primary Azimuth Mark                     Grid Az
 AC7422:SPC NM E     -  CVN A                                    047 35 52.0
 AC7422:UTM  13      -  CVN A                                    047 13 14.7
 AC7422
 AC7422|---------------------------------------------------------------------|
 AC7422| PID    Reference Object                     Distance      Geod. Az  |
 AC7422|                                                           dddmmss.s |
 AC7422| AC7044 CVN A                               APPROX. 1.1 KM 0481810.9 |
 AC7422|---------------------------------------------------------------------|
 AC7422
 AC7422                          SUPERSEDED SURVEY CONTROL
 AC7422
 AC7422  ELLIP H (09/16/97) 1254.73   (m)                       GP(       ) 4 1
 AC7422
 AC7422.Superseded values are not recommended for survey control.
 AC7422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7422.See file dsdata.txt to determine how the superseded data were derived.
 AC7422
 AC7422_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFU7590710422(NAD 83)
 AC7422_MARKER: DT = TOPOGRAPHIC STATION DISK
 AC7422_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC7422_STAMPING: AP 1965 STA B
 AC7422_MARK LOGO: NOS   
 AC7422_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC7422_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC7422+STABILITY: SURFACE MOTION
 AC7422_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7422+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2000
 AC7422
 AC7422  HISTORY     - Date     Condition        Report By
 AC7422  HISTORY     - 1965     MONUMENTED       NOS
 AC7422  HISTORY     - 19930615 GOOD             NGS
 AC7422  HISTORY     - 19960614 MARK NOT FOUND   CHANCE
 AC7422  HISTORY     - 19970407 GOOD             NGS
 AC7422  HISTORY     - 20000316 GOOD             NGS
 AC7422
 AC7422                          STATION DESCRIPTION
 AC7422
 AC7422'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 AC7422'THIS STATION IS LOCATED IN THE SOUTHWESTERN SECTION OF THE CLOVIS MUNI
 AC7422'AIRPORT, NEAR RUNWAY END 4.  IT IS 211.0 FT (64.3 M) SOUTHWEST OF THE
 AC7422'FIRST RUNWAY LIGHT, 125.0 FT (38.1 M) SOUTHEAST OF THE CENTERLINE END
 AC7422'OF THE RUNWAY, 50.0 FT (15.2 M) SOUTHEAST OF THE SOUTHEAST EDGE OF THE
 AC7422'PAVING, 47.3 FT (14.4 M) EAST OF THE SOUTHEAST THRESHOLD LIGHT. A
 AC7422'STANDARD TOPOGRAPHIC DISK SET IN THE TOP OF A 10 INCH CONCRETE POST
 AC7422'FLUSH WITH THE GROUND AND STAMPED AP 1965 STA B.
 AC7422
 AC7422                          STATION RECOVERY (1996)
 AC7422
 AC7422'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (MFY)
 AC7422'RECOVERY NOTE BY CHANCE 1996 MARK NOT FOUND - SEARCHED 0.5
 AC7422'PERSON-HOUR.
 AC7422
 AC7422                          STATION RECOVERY (1997)
 AC7422
 AC7422'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 AC7422'THE STATION IS LOCATED ABOUT 12 KM (7.45 MI) EAST OF THE CITY OF
 AC7422'CLOVIS AND 5 KM (3.10 MI) NORTHWEST OF THE TOWN OF TEXICO AT THE
 AC7422'CLOVIS MUNICIPAL AIRPORT.  OWNEERSHIP -- CITY OF CLOVIS.  AIRPORT
 AC7422'MANAGER STEVE SUMMERS, PHONE 505-769-7890.  TO REACH THE STATION FROM
 AC7422'THE JUNCTION OF COMBINED US HIGHWAYS 60 AND 84 (MABRY DRIVE) WITH US
 AC7422'HIGHWAY 70 AND STATE ROUTE 209 (PRINCE STREET) , GO NORTH ON STATE
 AC7422'ROUTE 209 FOR 2.4 KM (1.50 MI) TO 21ST STREET.  TURN RIGHT AND GO EAST
 AC7422'ON 21ST STREET FOR 9.6 KM (5.95 MI) TO A FOUR WAY JUNCTION. TURN LEFT
 AC7422'AND GO NORTH FOR 0.8 KM (0.50 MI) TO AN ASPHALT ROAD RIGHT.  TURN
 AC7422'RIGHT AND GO EAST ON THE AIRPORT ENTRANCE ROAD FOR 0.75 KM (0.45 MI)
 AC7422'TO THE TERMINAL BUILDING AHEAD AND A DIRT ROAD RIGHT. TURN RIGHT AND
 AC7422'GO SOUTHWEST 100 M (328.1 FT) PASSING A GATE AND BEARING RIGHT AT A
 AC7422'FORK TO A DIRT ROAD LEFT.  TURN LEFT AND GO SOUTHEAST FOR 0.15 KM
 AC7422'(0.10 MI) PASSING BETWEEN TWO HANGERS AND ACROSS A RAMP TO TAXIWAY A.
 AC7422'TURN RIGHT AND GO SOUTHWEST ON TAXIWAY A FOR 0.3 MI (0.5 KM) CROSSING
 AC7422'APPROACH 04 TO THE STATION ON RIGHT. THE MARK IS A CGS TOPOGRAPHIC
 AC7422'STATION DISK IN A CONCRETE POST.  THE MARK IS LOCATED ALONG THE
 AC7422'SOUTHEASTERLY EXTENSION OF THE END OF PAVEMENT AT APPROACH 04, 211.0
 AC7422'FT (64.3 M) SOUTHWEST FROM THE FIRST RUNWAY LIGHT ON THE SOUTHEAST
 AC7422'SIDE OF RUNWAY, 38.1 M (125.0 FT) SOUTHEAST FROM THE CENTERLINE END OF
 AC7422'RUNWAY, 50 FT (15.2 M) SOUTHEAST FROM THE SOUTHERLY PAVEMENT CORNER,
 AC7422'47.3 FT (14.4 M) EAST FROM A THRESHOLD LIGHT.  THE MARK IS FLUSH WITH
 AC7422'THE GROUND.  DESC 07 APR 1997 WC WAICKMAN.
 AC7422
 AC7422                          STATION RECOVERY (2000)
 AC7422
 AC7422'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (DRL)
 AC7422'RECOVERED AND DESCRIBED BY NGS DURING OC SURVEY 3-16-2000.  THE
 AC7422'STATION IS LOCATED ABOUT 7.45 MI (11.99 KM) EAST OF CLOVIS, 3.1 MI
 AC7422'(5.0 KM) NORTHWEST OF TEXICO AT THE CLOVIS MUNICIPAL AIRPORT NEAR THE
 AC7422'APPROACH END OF RUNWAY 4.  OWNERSHIP--CITY OF CLOVIS, STEVE
 AC7422'SUMMERS-AIRPORT DIRECTOR, PO BOX 769, CLOVIS, NM 88101, PHONE (505)
 AC7422'769-7890.  TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 60/84
 AC7422'AND US HIGHWAY 70 (STATE HIGHWAY 209) EAST OF CLOVIS, GO NORTH ON
 AC7422'STATE HIGHWAY 209 FOR 1.5 MI (2.4 KM) TO A INTERSECTION, TURN RIGHT
 AC7422'AND GO EAST ON 21ST STREET FOR 5.95 MI (9.58 KM) TO A INTERSECTION,
 AC7422'TURN LEFT AND GO NORTH ON A PAVED ROAD FOR 0.5 MI (0.8 KM) TO A ROAD
 AC7422'RIGHT, TURN RIGHT AND GO EAST ON THE AIRPORT ENTRANCE ROAD FOR 0.45 MI
 AC7422'(0.72 KM) TO THE TERMINAL BUILDING AND A ACCESS GATE 328 FT (100.0 M)
 AC7422'TO THE SOUTHWEST, PASS THROUGH THE GATE AND TURN LEFT AND GO
 AC7422'SOUTHEASTERLY (PASSING BETWEEN TWO HANGERS AND ACROSS THE APRON) FOR
 AC7422'0.15 MI (0.24 KM) TO A PARALLEL TAXIWAY (A) , TURN RIGHT AND GO
 AC7422'SOUTHWEST ON THE PARALLEL TAXIWAY FOR 0.4 MI (0.6 KM) TO THE APPROACH
 AC7422'END OF RUNWAY 4, CROSS THE APPROACH END OF RUNWAY 4 TO THE STATION
 AC7422'ONLINE WITH THE END OF RUNWAY PAVEMENT.  THE STATION IS A NOS TOPO
 AC7422'DISK SET IN A CONCRETE MONUMENT FLUSH WITH THE GROUND, 211.0 FT (64.3
 AC7422'M) SOUTHWEST OF THE FIRST RUNWAY LIGHT, 125.0 FT (38.1 M) SOUTHEAST OF
 AC7422'THE RUNWAY CENTER, 50.0 FT (15.2 M) SOUTHEAST OF THE SOUTHEAST EDGE OF
 AC7422'PAVEMENT AND 40.4 FT (12.3 M) SOUTHEAST OF THE SOUTHEASTRNMOST
 AC7422'THRESHOLD LIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC7419 ***********************************************************************
 AC7419  DESIGNATION -  CVN ARP 2
 AC7419  PID         -  AC7419
 AC7419  STATE/COUNTY-  NM/CURRY
 AC7419  USGS QUAD   -  FARWELL (1985)
 AC7419
 AC7419                         *CURRENT SURVEY CONTROL
 AC7419  ___________________________________________________________________
 AC7419* NAD 83(1992)-  34 25 36.35665(N)    103 04 38.62541(W)     ADJUSTED  
 AC7419* NAVD 88     -      1280.4    (meters)    4201.     (feet)  GPS OBS   
 AC7419  ___________________________________________________________________
 AC7419  X           -  -1,191,901.675 (meters)                     COMP
 AC7419  Y           -  -5,131,061.358 (meters)                     COMP
 AC7419  Z           -   3,586,304.231 (meters)                     COMP
 AC7419  LAPLACE CORR-          -3.14  (seconds)                    DEFLEC99
 AC7419  ELLIP HEIGHT-        1256.52  (meters)          (12/12/01) GPS OBS
 AC7419  GEOID HEIGHT-         -23.91  (meters)                     GEOID03
 AC7419
 AC7419  HORZ ORDER  -  THIRD
 AC7419  ELLP ORDER  -  FOURTH    CLASS I
 AC7419
 AC7419.This mark is at Clovis Airport (CVN)
 AC7419
 AC7419.The horizontal coordinates were established by GPS observations
 AC7419.and adjusted by the National Geodetic Survey in September 1997..
 AC7419
 AC7419.The orthometric height was determined by GPS observations and a
 AC7419.high-resolution geoid model.
 AC7419
 AC7419.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7419
 AC7419.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC7419
 AC7419.The ellipsoidal height was determined by GPS observations
 AC7419.and is referenced to NAD 83.
 AC7419
 AC7419.The geoid height was determined by GEOID03.
 AC7419
 AC7419;                    North         East     Units Scale Factor Converg.
 AC7419;SPC NM E     -   380,707.459   280,438.906   MT  1.00007330   +0 42 36.5
 AC7419;SPC NM E     - 1,249,037.72    920,073.31   sFT  1.00007330   +0 42 36.5
 AC7419;UTM  13      - 3,811,152.704   676,667.552   MT  0.99998473   +1 05 14.0
 AC7419
 AC7419!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7419!SPC NM E     -   0.99980279  x   1.00007330  =   0.99987608
 AC7419!UTM  13      -   0.99980279  x   0.99998473  =   0.99978753
 AC7419
 AC7419|---------------------------------------------------------------------|
 AC7419| PID    Reference Object                     Distance      Geod. Az  |
 AC7419|                                                           dddmmss.s |
 AC7419| AC7044 CVN A                                32.575 METERS 08608     |
 AC7419|---------------------------------------------------------------------|
 AC7419
 AC7419                          SUPERSEDED SURVEY CONTROL
 AC7419
 AC7419  ELLIP H (09/16/97) 1256.57   (m)                       GP(       ) 4 1
 AC7419
 AC7419.Superseded values are not recommended for survey control.
 AC7419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7419.See file dsdata.txt to determine how the superseded data were derived.
 AC7419
 AC7419_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFU7666811153(NAD 83)
 AC7419_MARKER: DT = TOPOGRAPHIC STATION DISK
 AC7419_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC7419_STAMPING: ARP 2 CVN 1971
 AC7419_MARK LOGO: NOS   
 AC7419_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC7419_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC7419+STABILITY: SURFACE MOTION
 AC7419_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7419+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2000
 AC7419
 AC7419  HISTORY     - Date     Condition        Report By
 AC7419  HISTORY     - 1971     MONUMENTED       NOS
 AC7419  HISTORY     - 19930615 GOOD             NGS
 AC7419  HISTORY     - 19960614 POOR             CHANCE
 AC7419  HISTORY     - 19970407 GOOD             NGS
 AC7419  HISTORY     - 20000316 GOOD             NGS
 AC7419
 AC7419                          STATION DESCRIPTION
 AC7419
 AC7419'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 AC7419'THIS STATION IS LOCATED IN THE GEOMETRIC CENTER OF THE CLOVIS MUNI
 AC7419'AIRPORT, IN THE EASTERN QUADRANT FORMED BY THE INTERSECTION OF THE TWO
 AC7419'RUNWAYS.  IT IS 167.0 FT (50.9 M) NORTHEAST OF THE NORTHEAST EDGE OF
 AC7419'RUNWAY 12-30, 165.0 FT (50.3 M) NORTHEAST OF THE FIRST RUNWAY LIGHT
 AC7419'SOUTHWEST OF THE INTERSECTION OF THE RUNWAYS, LIGHT 35, 148.0 FT (45.1
 AC7419'M) SOUTHEAST OF THE SOUTHEAST END OF RUNWAY 4, 22, 143.4 FT (43.7 M)
 AC7419'SOUTHEAST OF THE FIRST RUNWAY LIGHT NORTHEAST OF THE INTERSECTION OF
 AC7419'THE RUNWAYS.  A STANDARD BENCH MARK DISK SET IN THE TOP OF A 12 INCH
 AC7419'CONCRETE POST, PROJECTING ONE INCH AND STAMPED ARP 2 CVN 1971 AND SET
 AC7419'ON A SMALL HILL.
 AC7419
 AC7419                          STATION RECOVERY (1996)
 AC7419
 AC7419'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (MFY)
 AC7419'RECOVERY NOTE BY CHANCE 1996 RECOVERED IN FAIR CONDITION.  CONCRETE
 AC7419'APPEARS TO HAVE BEEN DAMAGED. A NEW AND COMPLETE DESCRIPTION FOLLOWS
 AC7419'THE STATION IS LOCATED APPROXIMATELY 12.0 KM (7.45 MI) EAST OF THE
 AC7419'CITY OF CLOVIS AND 5.0 KM (3.10 MI) NORTHWEST OF THE TOWN OF TEXICO AT
 AC7419'THE CLOVIS MUNICIPAL AIRPORT.  OWNERSHIP -- CITY OF CLOVIS, STEVE
 AC7419'SUMMERS - AIRPORT DIRECTOR, PHONE (505) 769-7890 TO REACH THE STATION
 AC7419'FROM THE JUNCTION OF US HIGHWAY 60/84 AND US HIGHWAY 70 (STATE HIGHWAY
 AC7419'209) EAST OF CLOVIS, PROCEED NORTH ON STATE HIGHWAY 209 FOR 2.4 KM
 AC7419'(1.50 MI) TO THE JUNCTION WITH 21ST STREET, TURN RIGHT AND GO EAST ON
 AC7419'21ST STREET FOR 9.6 KM (5.95 MI) TO A FOUR WAY JUNCTION.  TURN LEFT
 AC7419'AND GO NORTH FOR 0.8 KM (0.50 MI) TO A ROAD ON THE RIGHT.  TURN RIGHT
 AC7419'AND GO EAST 0.75 TO THE TERMINAL BUILDING AND ACCESS GATE 100 M (328.1
 AC7419'FT) TO THE SOUTHWEST JUST NORTH OF THE OPERATIONS BUILDING.  PASS
 AC7419'THROUGH ACCESS GATE AND TURN LEFT PROCEEDING SOUTHEASTERLY FOR 0.15 KM
 AC7419'(0.10 MI) BETWEEN TWO HANGARS AND ACROSS THE RAMP TO TAXIWAY A.  TURN
 AC7419'LEFT AND GO NORTHEAST ALONG TAXIWAY A FOR 0.4 KM (0.25 MI) TO THE
 AC7419'JUNCTION WITH RUNWAY 12-30. TURN RIGHT AND GO SOUTHEAST ALONG RUNWAY
 AC7419'12-30 FOR 0.15 KM (0.10 MI) CROSSING RUNWAY 4-22 TO THE STATION ON THE
 AC7419'LEFT IN THE EASTERN QUADRANT OF THE INTERSECTION OF RUNWAYS 4-22 AND
 AC7419'12-30 THE STATION IS A STANDARD BENCH MARK DISK SET INTO THE TOP OF A
 AC7419'CONCRETE MONUMENT PROJECTING 2.5 CM ABOVE THE GROUND.  THE STATION IS
 AC7419'LOACTED 55.2 M (181.1 FT) NORTHEAST OF A RUNWAY LIGHT, 50.3 M (165.0
 AC7419'FT) WEST OF A RUNWAY LIGHT, 37.5 M (123.0 FT) SOUTHEAST OF RUNWAY
 AC7419'TRAFFIC SIGN -- 30-12 --, AND 32.3 M (106.0 FT) WEST OF STATION CVN A
 AC7419
 AC7419                          STATION RECOVERY (1997)
 AC7419
 AC7419'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 AC7419'THE STATION IS LOCATED ABOUT 12 KM (7.45 MI) EAST OF THE CITY OF
 AC7419'CLOVIS AND 5 KM (3.10 MI) NORTHWEST OF THE TOWN OF TEXICO AT THE
 AC7419'CLOVIS MUNICIPAL AIRPORT, EAST OF THE JUNCTION OF RUNWAY 04-22 AND
 AC7419'RUNWAY 12-30.  OWNEERSHIP -- CITY OF CLOVIS.  AIRPORT MANAGER STEVE
 AC7419'SUMMERS, PHONE 505-769-7890.  TO REACH THE STATION FROM THE JUNCTION
 AC7419'OF COMBINED US HIGHWAYS 60 AND 84 (MABRY DRIVE) WITH US HIGHWAY 70 AND
 AC7419'STATE ROUTE 209 (PRINCE STREET) , GO NORTH ON STATE ROUTE 209 FOR 2.4
 AC7419'KM (1.50 MI) TO 21ST STREET.  TURN RIGHT AND GO EAST ON 21ST STREET
 AC7419'FOR 9.6 KM (5.95 MI) TO A FOUR WAY JUNCTION.  TURN LEFT AND GO NORTH
 AC7419'FOR 0.8 KM (0.50 MI) TO AN ASPHALT ROAD RIGHT.  TURN RIGHT AND GO EAST
 AC7419'ON THE AIRPORT ENTRANCE ROAD FOR 0.75 KM (0.45 MI) TO THE TERMINAL
 AC7419'BUILDING AHEAD AND A DIRT ROAD RIGHT.  TURN RIGHT AND GO SOUTHWEST 100
 AC7419'M (328.1 FT) PASSING A GATE AND BEARING RIGHT AT A FORK TO A DIRT ROAD
 AC7419'LEFT.  TURN LEFT AND GO SOUTHEAST FOR 0.15 KM (0.10 MI) PASSING
 AC7419'BETWEEN TWO HANGERS AND ACROSS A RAMP TO TAXIWAY A.  TURN LEFT AND GO
 AC7419'NORTHEAST ON TAXIWAY A FOR 0.4 KM (0.25 MI) TO RUNWAY 12-30.  TURN
 AC7419'RIGHT AND GO SOUTHEAST FOR 0.15 KM (0.10 MI) CROSSING RUNWAY 04-22 TO
 AC7419'THE STATION ON LEFT.  THE MARK IS A CGS BENCHMARK DISK IN A CONCRETE
 AC7419'POST.  THE STATION IS LOCATED 242 FT (73.8 M) NORTHEAST FROM RUNWAY
 AC7419'12-30 CENTER, 223 FT (68.0 M) SOUTHEAST FROM RUNWAY 04-22 CENTER,
 AC7419'165.0 FT (50.3 M) NORTHEAST FROM A RUNWAY LIGHT ALONG RUNWAY 12-30,
 AC7419'143.4 FT (43.7 M) SOUTHEAST FROM A RUNWAY LIGHT ALONG 04-22, AND 32.5
 AC7419'M (106.6 FT) WEST FROM STATION CVN A.  THE STATION IS FLUSH WITH THE
 AC7419'GROUND.  DESC 07 APR 1997 WC WAICKMAN.
 AC7419
 AC7419                          STATION RECOVERY (2000)
 AC7419
 AC7419'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (DRL)
 AC7419'RECOVERED AND DESCRIBED BY NGS DURING OC SURVEY 3-16-2000.  THE
 AC7419'STATION IS LOCATED ABOUT 7.45 MI (11.99 KM) EAST OF CLOVIS, 3.1 MI
 AC7419'(5.0 KM) NORTHWEST OF TEXICO AT THE CLOVIS MUNICIPAL AIRPORT IN THE
 AC7419'EAST QUADRANT OF THE PAVED RUNWAYS INTERSECTION.  OWNERSHIP--CITY OF
 AC7419'CLOVIS, STEVE SUMMERS-AIRPORT DIRECTOR, PO BOX 769, CLOVIS, NM 88101,
 AC7419'PHONE (505) 769-7890.  TO REACH THE STATION FROM THE JUNCTION OF US
 AC7419'HIGHWAY 60/84 AND US HIGHWAY 70 (STATE HIGHWAY 209) EAST OF CLOVIS, GO
 AC7419'NORTH ON STATE HIGHWAY 209 FOR 1.5 MI (2.4 KM) TO A INTERSECTION, TURN
 AC7419'RIGHT AND GO EAST ON 21ST STREET FOR 5.95 MI (9.58 KM) TO A
 AC7419'INTERSECTION, TURN LEFT AND GO NORTH ON A PAVED ROAD FOR 0.5 MI (0.8
 AC7419'KM) TO A ROAD RIGHT, TURN RIGHT AND GO EAST ON THE AIRPORT ENTRANCE
 AC7419'ROAD FOR 0.45 MI (0.72 KM) TO THE TERMINAL BUILDING AND A ACCESS GATE
 AC7419'328 FT (100.0 M) TO THE SOUTHWEST, PASS THROUGH THE GATE AND TURN LEFT
 AC7419'AND GO SOUTHEASTERLY (PASSING BETWEEN TWO HANGERS AND ACROSS THE
 AC7419'APRON) FOR 0.15 MI (0.24 KM) TO A PARALLEL TAXIWAY (A) , TURN LEFT AND
 AC7419'GO NORTHEAST ON THE PARALLEL TAXIWAY FOR 0.4 MI (0.6 KM) TO RUNWAY
 AC7419'12/30, TURN RIGHT AND GO SOUTHEAST ON RUNWAY 12/30 FOR 0.1MI CROSSING
 AC7419'RUNWAY 4/22 TO THE STATION ON THE LEFT.  THE STATION IS A NOS TOPO
 AC7419'DISK SET IN A CONCRETE MONUMENT PROJECTING 0.1 FT, (3.0 CM) 167.0 FT
 AC7419'(50.9 M) NORTHEAST OF THE NORTHEAST EDGE OF RUNWAY 12/30, 165.0 FT
 AC7419'(50.3 M) NORTHEAST OF THE FIRST RUNWAY LIGHT SOUTHEAST OF THE
 AC7419'INTERSECTION, 148.0 FT (45.1 M) SOUTHEAST OF THE SOUTHEAST EDGE OF
 AC7419'RUNWAY 4/22, 143.4 FT (43.7 M) SOUTHEAST OF THE FIRST RUNWAY LIGHT
 AC7419'NORTHEAST OF THE INTERSECTION AND 106.9 FT (32.6 M) WEST OF STATION
 AC7419'CVN A.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC7045 ***********************************************************************
 AC7045  SACS        -  This is a Secondary Airport Control Station.
 AC7045  DESIGNATION -  CVN B
 AC7045  PID         -  AC7045
 AC7045  STATE/COUNTY-  NM/CURRY
 AC7045  USGS QUAD   -  FARWELL (1985)
 AC7045
 AC7045                         *CURRENT SURVEY CONTROL
 AC7045  ___________________________________________________________________
 AC7045* NAD 83(1992)-  34 26 00.13773(N)    103 04 20.93187(W)     ADJUSTED  
 AC7045* NAVD 88     -      1284.04   (meters)    4212.7    (feet)  GPS OBS   
 AC7045  ___________________________________________________________________
 AC7045  X           -  -1,191,368.462 (meters)                     COMP
 AC7045  Y           -  -5,130,762.796 (meters)                     COMP
 AC7045  Z           -   3,586,910.792 (meters)                     COMP
 AC7045  LAPLACE CORR-          -3.12  (seconds)                    DEFLEC99
 AC7045  ELLIP HEIGHT-        1260.10  (meters)          (12/04/01) GPS OBS
 AC7045  GEOID HEIGHT-         -23.93  (meters)                     GEOID03
 AC7045
 AC7045  HORZ ORDER  -  FIRST
 AC7045  ELLP ORDER  -  THIRD     CLASS II
 AC7045
 AC7045.This mark is at Clovis Airport (CVN)
 AC7045
 AC7045.The horizontal coordinates were established by GPS observations
 AC7045.and adjusted by the National Geodetic Survey in March 1997..
 AC7045
 AC7045.The orthometric height was determined by GPS observations and a
 AC7045.high-resolution geoid model.
 AC7045
 AC7045.GPS derived orthometric heights for airport stations designated as
 AC7045.PACS or SACS are published to 2 decimal places.  This maintains
 AC7045.centimeter relative accuracy between the PACS and SACS.  It does
 AC7045.not indicate centimeter accuracy relative to other marks which are
 AC7045.part of the NAVD 88 network.
 AC7045
 AC7045.Photographs are available for this station.
 AC7045
 AC7045.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7045
 AC7045.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC7045
 AC7045.The ellipsoidal height was determined by GPS observations
 AC7045.and is referenced to NAD 83.
 AC7045
 AC7045.The geoid height was determined by GEOID03.
 AC7045
 AC7045;                    North         East     Units Scale Factor Converg.
 AC7045;SPC NM E     -   381,445.856   280,881.561   MT  1.00007456   +0 42 46.9
 AC7045;SPC NM E     - 1,251,460.28    921,525.59   sFT  1.00007456   +0 42 46.9
 AC7045;UTM  13      - 3,811,893.933   677,105.299   MT  0.99998664   +1 05 24.7
 AC7045
 AC7045!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7045!SPC NM E     -   0.99980223  x   1.00007456  =   0.99987678
 AC7045!UTM  13      -   0.99980223  x   0.99998664  =   0.99978888
 AC7045
 AC7045                          SUPERSEDED SURVEY CONTROL
 AC7045
 AC7045  ELLIP H (08/10/01) 1260.11   (m)                       GP(       ) 3 2
 AC7045  ELLIP H (03/20/97) 1260.15   (m)                       GP(       ) 3 1
 AC7045
 AC7045.Superseded values are not recommended for survey control.
 AC7045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7045.See file dsdata.txt to determine how the superseded data were derived.
 AC7045
 AC7045_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFU7710511894(NAD 83)
 AC7045_MARKER: DD = SURVEY DISK
 AC7045_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AC7045_STAMPING: CVN B 1996
 AC7045_MARK LOGO: NGS   
 AC7045_PROJECTION: FLUSH
 AC7045_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AC7045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC7045+STABILITY: SURFACE MOTION
 AC7045_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7045+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2000
 AC7045_ROD/PIPE-DEPTH: 1.00 meters
 AC7045
 AC7045  HISTORY     - Date     Condition        Report By
 AC7045  HISTORY     - 1996     MONUMENTED       CHANCE
 AC7045  HISTORY     - 19970407 GOOD             NGS
 AC7045  HISTORY     - 20000316 GOOD             NGS
 AC7045
 AC7045                          STATION DESCRIPTION
 AC7045
 AC7045'DESCRIBED BY JE CHANCE AND ASSOCIATES 1996 (SC)
 AC7045'THE STATION IS LOCATED APPROXIMATELY 12.0 KM (7.45 MI) EAST OF THE
 AC7045'CITY OF CLOVIS AND 5.0 KM (3.10 MI) NORTHWEST OF THE TOWN OF TEXICO AT
 AC7045'THE CLOVIS MUNICIPAL AIRPORT.  OWNERSHIP -- CITY OF CLOVIS, STEVE
 AC7045'SUMMERS - AIRPORT DIRECTOR, PHONE (505) 769-7890 TO REACH THE STATION
 AC7045'FROM THE JUNCTION OF US HIGHWAY 60/84 AND US HIGHWAY 70 (STATE HIGHWAY
 AC7045'209) EAST OF CLOVIS, PROCEED NORTH ON STATE HIGHWAY 209 FOR 2.4 KM
 AC7045'(1.50 MI) TO THE JUNCTION WITH 21ST STREET, TURN RIGHT AND GO EAST ON
 AC7045'21ST STREET FOR 9.6 KM (5.95 MI) TO A FOUR WAY JUNCTION.  TURN LEFT
 AC7045'AND GO NORTH FOR 0.8 KM (0.50 MI) TO A ROAD ON THE RIGHT.  TURN RIGHT
 AC7045'AND GO EAST FOR 0.75 KM (0.45 MI) TO THE TERMINAL BUILDING AND ACCESS
 AC7045'GATE 100 M (328.1 FT) TO THE SOUTHWEST JUST NORTH OF THE OPERATIONS
 AC7045'BUILDING.  PASS THROUGH ACCCESS GATE AND TURN LEFT PROCEEDING
 AC7045'SOUTHEASTERLY FOR 0.15 KM (0.10 MI) BETWEEN TWO HANGARS AND ACROSS THE
 AC7045'RAMP TO TAXIWAY A.  TURN LEFT AND GO NORTHEAST ALONG TAXIWAY A FOR
 AC7045'0.1.35 KM (0.05 MI) CROSSING TAXIWAY B AND RUNWAY 12-30 TO THE END OF
 AC7045'TAXIWAY A AND THE STATION ON THE LEFT AT THE INTERSECTION OF THE
 AC7045'EXTENSIONS OF THE NORTHWEST EDGE OF TAXIWAY A AND THE NORTHEAST EDGE
 AC7045'OF THE CONNECTING TAXIWAY THE STATION IS THE CENTER OF A 5 CM SURVEY
 AC7045'DISK SET INTO THE TOP OF A 1.0 M (3.3 FT) LONG FENO PIPE, RECESSED 4
 AC7045'CM BELOW GROUND LEVEL AND ENCASED IN A 12.7 CM DIA PVC PIPE WITH NGS
 AC7045'LOGO CAP SURROUNDED BY CONCRETE.  THE LOGO CAP AND CONCRETE ARE SET
 AC7045'FLUSH WITH THE GROUND. THREE CIRCULAR ANCHOR PRONGS EXTEND FROM THE
 AC7045'BOTTOM OF THE PIPE.  THE STATION IS LOCATED 18.75 M (61.52 FT) NORTH
 AC7045'OF THE EDGE OF TAXIWAY A (ALONG A CURVE) , 45.70 M (149.93 FT)
 AC7045'NORTHEAST OF A TAXIWAY LIGHT, 17.90 M (58.73 FT) NORTH-NORTHWEST OF A
 AC7045'TAXIWAY LIGHT, 60.75 M (199.31 FT) NORTHWEST OF THE CENTER OF A RUNWAY
 AC7045'HOLDING POSITION SIGN (A/22) , 35.30 M (115.81 FT) SOUTH OF A FENCE
 AC7045'LINE, AND 0.9 M (3.0 FT) SOUTH OF A CARSONITE WITNESS POST THE STATION
 AC7045'IS DESIGNATED AS A SECONDARY AIRPORT CONTROL STATION (SACS) - NEW
 AC7045'MEXICO ANA SURVEYS 1996
 AC7045
 AC7045                          STATION RECOVERY (1997)
 AC7045
 AC7045'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 AC7045'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 17 APR 1997 (WCW) .
 AC7045'RECOVERED AS DESCRIBED.
 AC7045
 AC7045                          STATION RECOVERY (2000)
 AC7045
 AC7045'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (DRL)
 AC7045'RECOVERED AS DESCRIBED.  THIS IS A SECONDARY AIRPORT CONTROL STATION
 AC7045'(SACS)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC7046 ***********************************************************************
 AC7046  SACS        -  This is a Secondary Airport Control Station.
 AC7046  DESIGNATION -  CVN C
 AC7046  PID         -  AC7046
 AC7046  STATE/COUNTY-  NM/CURRY
 AC7046  USGS QUAD   -  FARWELL (1985)
 AC7046
 AC7046                         *CURRENT SURVEY CONTROL
 AC7046  ___________________________________________________________________
 AC7046* NAD 83(1992)-  34 25 50.05402(N)    103 05 10.52611(W)     ADJUSTED  
 AC7046* NAVD 88     -      1282.98   (meters)    4209.2    (feet)  GPS OBS   
 AC7046  ___________________________________________________________________
 AC7046  X           -  -1,192,641.661 (meters)                     COMP
 AC7046  Y           -  -5,130,646.528 (meters)                     COMP
 AC7046  Z           -   3,586,653.878 (meters)                     COMP
 AC7046  LAPLACE CORR-          -3.15  (seconds)                    DEFLEC99
 AC7046  ELLIP HEIGHT-        1259.07  (meters)          (12/04/01) GPS OBS
 AC7046  GEOID HEIGHT-         -23.90  (meters)                     GEOID03
 AC7046
 AC7046  HORZ ORDER  -  FIRST
 AC7046  ELLP ORDER  -  THIRD     CLASS II
 AC7046
 AC7046.This mark is at Clovis Airport (CVN)
 AC7046
 AC7046.The horizontal coordinates were established by GPS observations
 AC7046.and adjusted by the National Geodetic Survey in March 1997..
 AC7046
 AC7046.The orthometric height was determined by GPS observations and a
 AC7046.high-resolution geoid model.
 AC7046
 AC7046.GPS derived orthometric heights for airport stations designated as
 AC7046.PACS or SACS are published to 2 decimal places.  This maintains
 AC7046.centimeter relative accuracy between the PACS and SACS.  It does
 AC7046.not indicate centimeter accuracy relative to other marks which are
 AC7046.part of the NAVD 88 network.
 AC7046
 AC7046.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7046
 AC7046.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC7046
 AC7046.The ellipsoidal height was determined by GPS observations
 AC7046.and is referenced to NAD 83.
 AC7046
 AC7046.The geoid height was determined by GEOID03.
 AC7046
 AC7046;                    North         East     Units Scale Factor Converg.
 AC7046;SPC NM E     -   381,119.466   279,619.181   MT  1.00007097   +0 42 18.7
 AC7046;SPC NM E     - 1,250,389.45    917,383.93   sFT  1.00007097   +0 42 18.7
 AC7046;UTM  13      - 3,811,559.271   675,845.207   MT  0.99998115   +1 04 56.4
 AC7046
 AC7046!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7046!SPC NM E     -   0.99980239  x   1.00007097  =   0.99987335
 AC7046!UTM  13      -   0.99980239  x   0.99998115  =   0.99978355
 AC7046
 AC7046                          SUPERSEDED SURVEY CONTROL
 AC7046
 AC7046  ELLIP H (08/10/01) 1259.08   (m)                       GP(       ) 3 2
 AC7046  ELLIP H (03/20/97) 1259.12   (m)                       GP(       ) 3 1
 AC7046
 AC7046.Superseded values are not recommended for survey control.
 AC7046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7046.See file dsdata.txt to determine how the superseded data were derived.
 AC7046
 AC7046_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFU7584511559(NAD 83)
 AC7046_MARKER: DD = SURVEY DISK
 AC7046_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AC7046_STAMPING: CVN C 1996
 AC7046_MARK LOGO: NGS   
 AC7046_PROJECTION: FLUSH
 AC7046_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AC7046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC7046+STABILITY: SURFACE MOTION
 AC7046_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7046+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2000
 AC7046_ROD/PIPE-DEPTH: 1.00 meters
 AC7046
 AC7046  HISTORY     - Date     Condition        Report By
 AC7046  HISTORY     - 1996     MONUMENTED       CHANCE
 AC7046  HISTORY     - 19970407 GOOD             NGS
 AC7046  HISTORY     - 20000316 GOOD             NGS
 AC7046
 AC7046                          STATION DESCRIPTION
 AC7046
 AC7046'DESCRIBED BY JE CHANCE AND ASSOCIATES 1996 (SC)
 AC7046'THE STATION IS LOCATED APPROXIMATELY 12.0 KM (7.45 MI) EAST OF THE
 AC7046'CITY OF CLOVIS AND 5.0 KM (3.10 MI) NORTHWEST OF THE TOWN OF TEXICO AT
 AC7046'THE CLOVIS MUNICIPAL AIRPORT.  OWNERSHIP -- CITY OF CLOVIS, STEVE
 AC7046'SUMMERS - AIRPORT DIRECTOR, PHONE (505) 769-7890 TO REACH THE STATION
 AC7046'FROM THE JUNCTION OF US HIGHWAY 60/84 AND US HIGHWAY 70 (STATE HIGHWAY
 AC7046'209) EAST OF CLOVIS, PROCEED NORTH ON STATE HIGHWAY 209 FOR 2.4 KM
 AC7046'(1.50 MI) TO THE JUNCTION WITH 21ST STREET, TURN RIGHT AND GO EAST ON
 AC7046'21ST STREET FOR 9.6 KM (5.95 MI) TO A FOUR WAY JUNCTION.  TURN LEFT
 AC7046'AND GO NORTH FOR 0.8 KM (0.50 MI) TO A ROAD ON THE RIGHT.  TURN RIGHT
 AC7046'AND GO EAST FOR 0.75 KM (0.45 MI) TO THE TERMINAL BUILDING AND ACCESS
 AC7046'GATE 100 M (328.1 FT) TO THE SOUTHWEST JUST NORTH OF THE OPERATIONS
 AC7046'BUILDING.  PASS THROUGH ACCCESS GATE AND TURN LEFT PROCEEDING
 AC7046'SOUTHEASTERLY FOR 0.15 KM (0.10 MI) BETWEEN TWO HANGARS AND ACROSS THE
 AC7046'RAMP TO TAXIWAY A.  TURN LEFT AND GO NORTHEAST ALONG TAXIWAY A FOR 0.3
 AC7046'KM (0.20 MI) TO THE JUNCTION WITH TAXIWAY B. TURN LEFT AND GO
 AC7046'NORTHWEST FOR 0.65 KM (0.40 MI) TO THE END OF THE TAXIWAY AND THE
 AC7046'STATION ON THE LEFT IN LINE WITH THE TAXIWAY LIGHTS ON THE SOUTHWEST
 AC7046'SIDE OF TAXIWAY B THE STATION IS THE CENTER OF A 5 CM SURVEY DISK SET
 AC7046'INTO THE TOP OF A 1.0 M (3.3 FT) LONG FENO PIPE, RECESSED 7 CM BELOW
 AC7046'GROUND LEVEL AND ENCASED IN A 12.7 CM DIA PVC PIPE WITH NGS LOGO CAP
 AC7046'SURROUNDED BY CONCRETE.  THE LOGO CAP AND CONCRETE ARE SET FLUSH WITH
 AC7046'THE GROUND. THREE CIRCULAR ANCHOR PRONGS EXTEND FROM THE BOTTOM OF THE
 AC7046'PIPE.  THE STATION IS LOCATED 12.60 M (41.34 FT) WEST OF THE WEST EDGE
 AC7046'OF TAXIWAY B (ALONG A CURVE) , 11.10 M (36.42 FT) SOUTHWEST OF TAXIWAY
 AC7046'LIGHT NUMBER 115, 17.05 M (55.94 FT) NORTHWEST OF TAXIWAY LIGHT NUMBER
 AC7046'113, 64.0 M (210.0 FT) SOUTH-SOUTHWEST OF THE CENTER OF RUNWAY HOLDING
 AC7046'POSITION SIGN (B/12) , 39.0 M (128.0 FT) NORTHWEST OF THE CENTERLINE
 AC7046'OF TAXIWAY RAMP LEADING TO UNITED AERO HANGAR, 35.9 M (117.8 FT)
 AC7046'NORTH-NORTHWEST OF A CULVERT OUTLET, AND 0.9 M (3.0 FT) EAST OF A
 AC7046'CARSONITE WITNESS POST THE STATION IS DESIGNATED AS A SECONDARY
 AC7046'AIRPORT CONTROL STATION (SACS) - NEW MEXICO ANA SURVEYS 1996
 AC7046
 AC7046                          STATION RECOVERY (1997)
 AC7046
 AC7046'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 AC7046'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 17 APR 1997 (WCW) .
 AC7046'RECOVERED AS DESCRIBED.
 AC7046
 AC7046                          STATION RECOVERY (2000)
 AC7046
 AC7046'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (DRL)
 AC7046'RECOVERED AS DESCRIBED.  THIS IS A SECONDARY AIRPORT CONTROL STATION
 AC7046'(SACS)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0961 ***********************************************************************
 CW0961  DESIGNATION -  CWPC
 CW0961  PID         -  CW0961
 CW0961  STATE/COUNTY-  NM/CHAVES
 CW0961  USGS QUAD   -  HOPE NW (1975)
 CW0961
 CW0961                         *CURRENT SURVEY CONTROL
 CW0961  ___________________________________________________________________
 CW0961* NAD 83(1992)-  32 58 05.64713(N)    104 38 04.01286(W)     ADJUSTED  
 CW0961* NAVD 88     -      1136.5    (meters)    3729.     (feet)  VERTCON   
 CW0961  ___________________________________________________________________
 CW0961  LAPLACE CORR-          -4.25  (seconds)                    DEFLEC99
 CW0961  GEOID HEIGHT-         -22.80  (meters)                     GEOID03
 CW0961
 CW0961  HORZ ORDER  -  THIRD
 CW0961
 CW0961.The horizontal coordinates were established by classical geodetic methods
 CW0961.and adjusted by the National Geodetic Survey in December 1993..
 CW0961
 CW0961.The NAVD 88 height was computed by applying the VERTCON shift value to
 CW0961.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CW0961
 CW0961.The Laplace correction was computed from DEFLEC99 derived deflections.
 CW0961
 CW0961.The geoid height was determined by GEOID03.
 CW0961
 CW0961;                    North         East     Units Scale Factor Converg.
 CW0961;SPC NM E     -   218,271.292   136,852.292   MT  0.99991886   -0 09 49.9
 CW0961;SPC NM E     -   716,111.73    448,989.56   sFT  0.99991886   -0 09 49.9
 CW0961;UTM  13      - 3,647,824.818   534,160.670   MT  0.99961439   +0 11 56.1
 CW0961
 CW0961!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CW0961!SPC NM E     -   0.99982517  x   0.99991886  =   0.99974405
 CW0961!UTM  13      -   0.99982517  x   0.99961439  =   0.99943963
 CW0961
 CW0961                          SUPERSEDED SURVEY CONTROL
 CW0961
 CW0961  NAD 83(1986)-  32 58 05.65242(N)    104 38 04.00561(W) AD(       ) 3
 CW0961  NGVD 29 (12/31/91) 1136.0    (m)         3727.     (f) VERT ANG       
 CW0961
 CW0961.Superseded values are not recommended for survey control.
 CW0961.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0961.See file dsdata.txt to determine how the superseded data were derived.
 CW0961
 CW0961_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES3416147825(NAD 83)
 CW0961_MARKER: DS = TRIANGULATION STATION DISK
 CW0961_SETTING: 66 = SET IN ROCK OUTCROP
 CW0961_SP_SET: SET IN ROCK OUTCROP
 CW0961_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CW0961+STABILITY: POSITION/ELEVATION WELL
 CW0961
 CW0961  HISTORY     - Date     Condition        Report By
 CW0961  HISTORY     - 1948     MONUMENTED       USGS
 CW0961
 CW0961                          STATION DESCRIPTION
 CW0961
 CW0961'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 CW0961'STATION IS LOCATED ON N. EDGE OF W. TIP OF LONG NARROW ROCK RIDGE IN
 CW0961'SEC. 34, T 15 S, R 23 E, ABOUT 1680 FT. N. OF S. LINE AND 1675 FT. E.
 CW0961'OF W. LINE OF SEC., ABOUT 9 FT. S. OF EDGE OF CLIFF, ABOUT 16 MI. W.
 CW0961'AND 2.5 MI. S. OF LAKE ARTHUR.
 CW0961'
 CW0961'TO REACH STATION FROM DEPOT IN LAKE ARTHUR, FOLLOW U.S. HIGHWAY 285
 CW0961'S. FOR 1.4 MI. TO JUNCTION OF GRADED RD. W., TURN W. AND FOLLOW SEC.
 CW0961'LINE RD. DUE W. FOR 14 MI. TO CROSSROADS AT SEC. CORNER, TURN S. FOR
 CW0961'1 MI. TO CROSSROAD AT CREEK, TURN NW. FOR 1 MI. TO WINDMILL, CONTINUE
 CW0961'NW. FOR ABOUT 1 MI. TO RD. JUNCTION, STATION IS SW. ABOUT 0.7 MI. ON
 CW0961'N. END OF LONE RIDGE.
 CW0961'
 CW0961'STATION MARK--STANDARD TABLET STAMPED---CWPC 1948---, CEMENTED IN
 CW0961'ROCK OUTCROP.
 CW0961'
 CW0961'REFERENCE MARK NO. 1--NAIL CEMENTED IN DRILL HOLE 43.29 FT. W. OF
 CW0961'STATION.
 CW0961'
 CW0961'REFERENCE MARK NO. 2--NAIL CEMENTED IN DRILL HOLE WITH FIGURE 2 IN
 CW0961'CEMENT, 11.78 FT. N. OF STATION
 CW0961'MINUTES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0960 ***********************************************************************
 CW0960  DESIGNATION -  CWPC 2
 CW0960  PID         -  CW0960
 CW0960  STATE/COUNTY-  NM/EDDY
 CW0960  USGS QUAD   -  HOPE NW (1975)
 CW0960
 CW0960                         *CURRENT SURVEY CONTROL
 CW0960  ___________________________________________________________________
 CW0960* NAD 83(1992)-  32 55 51.49112(N)    104 38 11.89035(W)     ADJUSTED  
 CW0960* NAVD 88     -      1145.0    (meters)    3757.     (feet)  VERTCON   
 CW0960  ___________________________________________________________________
 CW0960  LAPLACE CORR-          -4.08  (seconds)                    DEFLEC99
 CW0960  GEOID HEIGHT-         -22.80  (meters)                     GEOID03
 CW0960
 CW0960  HORZ ORDER  -  THIRD
 CW0960
 CW0960.The horizontal coordinates were established by classical geodetic methods
 CW0960.and adjusted by the National Geodetic Survey in December 1993..
 CW0960
 CW0960.The NAVD 88 height was computed by applying the VERTCON shift value to
 CW0960.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CW0960
 CW0960.The Laplace correction was computed from DEFLEC99 derived deflections.
 CW0960
 CW0960.The geoid height was determined by GEOID03.
 CW0960
 CW0960;                    North         East     Units Scale Factor Converg.
 CW0960;SPC NM E     -   214,139.348   136,635.844   MT  0.99991901   -0 09 53.6
 CW0960;SPC NM E     -   702,555.51    448,279.43   sFT  0.99991901   -0 09 53.6
 CW0960;UTM  13      - 3,643,692.846   533,970.433   MT  0.99961423   +0 11 51.1
 CW0960
 CW0960!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CW0960!SPC NM E     -   0.99982384  x   0.99991901  =   0.99974286
 CW0960!UTM  13      -   0.99982384  x   0.99961423  =   0.99943814
 CW0960
 CW0960                          SUPERSEDED SURVEY CONTROL
 CW0960
 CW0960  NAD 83(1986)-  32 55 51.49640(N)    104 38 11.88310(W) AD(       ) 3
 CW0960  NGVD 29 (12/31/91) 1144.5    (m)         3755.     (f) VERT ANG       
 CW0960
 CW0960.Superseded values are not recommended for survey control.
 CW0960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0960.See file dsdata.txt to determine how the superseded data were derived.
 CW0960
 CW0960_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES3397043693(NAD 83)
 CW0960_MARKER: DS = TRIANGULATION STATION DISK
 CW0960_SETTING: 66 = SET IN ROCK OUTCROP
 CW0960_SP_SET: SET IN ROCK OUTCROP
 CW0960_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CW0960+STABILITY: POSITION/ELEVATION WELL
 CW0960
 CW0960  HISTORY     - Date     Condition        Report By
 CW0960  HISTORY     - 1948     MONUMENTED       USGS
 CW0960
 CW0960                          STATION DESCRIPTION
 CW0960
 CW0960'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 CW0960'STATION IS LOCATED 14 MI. W. AND 6 MI. N. OF ARTESIA, IN SEC. 7,
 CW0960'T 16 S, R 24 E, ABOUT 443 FT. NE. OF SEC. CORNER AT SW. CORNER OF
 CW0960'SEC., ABOUT 619 FT. N. OF FENCE CORNER, ABOUT 30 FT. E. OF FENCE ON
 CW0960'S. CREST OF LIMESTONE RIDGE.
 CW0960'
 CW0960'TO REACH STATION FROM JUNCTION OF U.S. HIGHWAY 285 AND STATE HIGHWAY
 CW0960'83 IN ARTESIA, FOLLOW STATE HIGHWAY 83 W. FOR 11.8 MI. TO JUNCTION
 CW0960'OF RD. N., TURN N. THROUGH CATTLEGUARD AND FOLLOW MAIN RD. FOR 0.65
 CW0960'MI. TO JUNCTION OF RD. NW., TURN NW. AND FOLLOW MAIN RD. FOR 3.4 MI.
 CW0960'TO CATTLEGUARD, PASS THROUGH CATTLEGUARD AND CONTINUE ON MAIN RD. FOR
 CW0960'ABOUT 0.25 MI. TO FENCE CORNER, LEAVE MAIN RD. AND TURN N. ALONG FENCE
 CW0960'FOR 3 MI. TO FENCE CORNER, STATION IS 619 FT. NE. OF FENCE CORNER.
 CW0960'
 CW0960'STATION MARK--STANDARD TABLET STAMPED---CWPC NO. 2 1938---, CEMENTED
 CW0960'IN LIMESTONE OUTCROP.
 CW0960'
 CW0960'LAND OFFICE TIE--STANDARD GLO SECTION CORNER IRON PIPE WITH BRONZE
 CW0960'CAP STAMPED---S 12, S 7, S 13, S 18, T 16 S, R 23 AND 24 E---, 443
 CW0960'FT. FROM STATION
 CW0960'
 CW0960'REFERENCE MARK NO. 1--NAIL CEMENTED IN DRILL HOLE, 41.12 FT. N. OF
 CW0960'STATION.
 CW0960'
 CW0960'REFERENCE MARK NO. 2--NAIL CEMENTED IN DRILL HOLE IN SOLID ROCK,
 CW0960'107.72 FT. SE. OF STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0012 ***********************************************************************
 CW0012  DESIGNATION -  D 10
 CW0012  PID         -  CW0012
 CW0012  STATE/COUNTY-  NM/EDDY
 CW0012  USGS QUAD   -  ESPUELA (1975)
 CW0012
 CW0012                         *CURRENT SURVEY CONTROL
 CW0012  ___________________________________________________________________
 CW0012* NAD 83(1986)-  32 53 06.     (N)    104 23 58.     (W)     SCALED    
 CW0012* NAVD 88     -      1031.513  (meters)    3384.22   (feet)  POSTED    
 CW0012  ___________________________________________________________________
 CW0012  GEOID HEIGHT-         -23.12  (meters)                     GEOID03
 CW0012  DYNAMIC HT  -        1030.090 (meters)    3379.55  (feet)  COMP
 CW0012  MODELED GRAV-     979,223.4   (mgal)                       NAVD 88
 CW0012
 CW0012  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 CW0012
 CW0012.The horizontal coordinates were scaled from a topographic map and have
 CW0012.an estimated accuracy of +/- 6 seconds.
 CW0012
 CW0012.The orthometric height was determined by differential leveling
 CW0012.and adjusted by the National Geodetic Survey in 1992..
 CW0012.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 CW0012.rate of 0.0 thru 1.0 mm/km.
 CW0012
 CW0012.The geoid height was determined by GEOID03.
 CW0012
 CW0012.The dynamic height is computed by dividing the NAVD 88
 CW0012.geopotential number by the normal gravity value computed on the
 CW0012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0012.degrees latitude (g = 980.6199 gals.).
 CW0012
 CW0012.The modeled gravity was interpolated from observed gravity values.
 CW0012
 CW0012;                    North         East    Units  Estimated Accuracy
 CW0012;SPC NM E     -   209,000.      158,810.      MT  (+/- 180 meters Scaled)
 CW0012
 CW0012                          SUPERSEDED SURVEY CONTROL
 CW0012
 CW0012.No superseded survey control is available for this station.
 CW0012
 CW0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES561386(NAD 83)
 CW0012_MARKER: X = CHISELED CROSS
 CW0012_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CW0012_SP_SET: MILEPOST
 CW0012_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CW0012
 CW0012  HISTORY     - Date     Condition        Report By
 CW0012  HISTORY     - UNK      MONUMENTED       CGS
 CW0012  HISTORY     - 1957     MARK NOT FOUND   NGS
 CW0012  HISTORY     - 1982     MARK NOT FOUND   NGS
 CW0012
 CW0012                          STATION DESCRIPTION
 CW0012
 CW0012'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 CW0012'3.0 MI N FROM ARTESIA.
 CW0012'3.0 MILES NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 CW0012'THE STATION AT ARTESIA, EDDU COUNTY, ON THE TOP OF MILEPOST 147, AND 7
 CW0012'FEET WEST OF THE WEST RAIL.  A CHISELED CROSS.  NOTE-- THERE IS NO
 CW0012'VERTICAL SECTION OF RAIL AT THIS LOCATION AND IT HAS EVIDENTLY BEEN
 CW0012'DESTROYED.
 CW0012
 CW0012                          STATION RECOVERY (1982)
 CW0012
 CW0012'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CW0012'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0141 ***********************************************************************
 DS0141  DESIGNATION -  D 10
 DS0141  PID         -  DS0141
 DS0141  STATE/COUNTY-  NM/LINCOLN
 DS0141  USGS QUAD   -  BULL GAP SW (1981)
 DS0141
 DS0141                         *CURRENT SURVEY CONTROL
 DS0141  ___________________________________________________________________
 DS0141* NAD 83(1992)-  33 37 01.68462(N)    106 09 26.83295(W)     ADJUSTED  
 DS0141* NAVD 88     -      1536.586  (meters)    5041.28   (feet)  ADJUSTED  
 DS0141  ___________________________________________________________________
 DS0141  LAPLACE CORR-           3.06  (seconds)                    DEFLEC99
 DS0141  GEOID HEIGHT-         -21.32  (meters)                     GEOID03
 DS0141  DYNAMIC HT  -        1534.375 (meters)    5034.03  (feet)  COMP
 DS0141  MODELED GRAV-     979,143.8   (mgal)                       NAVD 88
 DS0141
 DS0141  HORZ ORDER  -  FIRST
 DS0141  VERT ORDER  -  SECOND    CLASS 0
 DS0141
 DS0141.The horizontal coordinates were established by classical geodetic methods
 DS0141.and adjusted by the National Geodetic Survey in December 1993..
 DS0141
 DS0141.The orthometric height was determined by differential leveling
 DS0141.and adjusted by the National Geodetic Survey in June 1991..
 DS0141
 DS0141.The Laplace correction was computed from DEFLEC99 derived deflections.
 DS0141
 DS0141.The geoid height was determined by GEOID03.
 DS0141
 DS0141.The dynamic height is computed by dividing the NAVD 88
 DS0141.geopotential number by the normal gravity value computed on the
 DS0141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0141.degrees latitude (g = 980.6199 gals.).
 DS0141
 DS0141.The modeled gravity was interpolated from observed gravity values.
 DS0141
 DS0141;                    North         East     Units Scale Factor Converg.
 DS0141;SPC NM C     -   290,194.916   508,587.189   MT  0.99990091   +0 03 04.5
 DS0141;SPC NM C     -   952,081.15  1,668,589.80   sFT  0.99990091   +0 03 04.5
 DS0141;UTM  13      - 3,720,306.413   392,631.664   MT  0.99974212   -0 38 27.1
 DS0141
 DS0141!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS0141!SPC NM C     -   0.99976217  x   0.99990091  =   0.99966311
 DS0141!UTM  13      -   0.99976217  x   0.99974212  =   0.99950435
 DS0141
 DS0141|---------------------------------------------------------------------|
 DS0141| PID    Reference Object                     Distance      Geod. Az  |
 DS0141|                                                           dddmmss.s |
 DS0141| DS0142 D 10 RM 1                             9.500 METERS 09148     |
 DS0141| DS0143 D 10 RM 2                             9.038 METERS 18145     |
 DS0141| DS0151 D 10 AZ MK                                         2010900.8 |
 DS0141|---------------------------------------------------------------------|
 DS0141
 DS0141                          SUPERSEDED SURVEY CONTROL
 DS0141
 DS0141  NAD 83(1986)-  33 37 01.69157(N)    106 09 26.83553(W) AD(       ) 1
 DS0141  NAD 27      -  33 37 01.42150(N)    106 09 24.84210(W) AD(       ) 1
 DS0141  NGVD 29 (??/??/92) 1535.905  (m)         5039.05   (f) ADJ UNCH    2 0
 DS0141
 DS0141.Superseded values are not recommended for survey control.
 DS0141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0141.See file dsdata.txt to determine how the superseded data were derived.
 DS0141
 DS0141_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT9263220306(NAD 83)
 DS0141_MARKER: DS = TRIANGULATION STATION DISK
 DS0141_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0141_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0141_STAMPING: WSA-BRL-WSPG-D 10-
 DS0141_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0141+STABILITY: SURFACE MOTION
 DS0141
 DS0141  HISTORY     - Date     Condition        Report By
 DS0141  HISTORY     - 1952     MONUMENTED       CGS
 DS0141  HISTORY     - 1967     GOOD             CGS
 DS0141  HISTORY     - 1968     GOOD             CGS
 DS0141  HISTORY     - 1969     GOOD             CGS
 DS0141  HISTORY     - 1969     GOOD             NGS
 DS0141
 DS0141                          STATION DESCRIPTION
 DS0141
 DS0141'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RLE)
 DS0141'THE STATION IS LOCATED ABOUT 7.0 MILES NORTH AND 7.0 MILES
 DS0141'WEST OF OSCURA ON THE SUMMIT OF A SMALL ROUND HILL JUST EAST
 DS0141'OF THE OSCURA MOUNTAIN RANGE, 64 FEET SOUTHEAST OF THE SOUTHEAST
 DS0141'CORNER OF A CONCRETE BUILDING.  IT IS A WHITE SANDS PROVING GROUND
 DS0141'MARK, AN ALUMINUM DISK SET IN THE TOP OF A 6 INCH SQUARE
 DS0141'CONCRETE POST PROJECTING 2 INCHES AND IS STAMPED - D 10-.
 DS0141'
 DS0141'REFERENCE MARK NO. 1 IS ON THE SUMMIT OF HILL AND IS ON THE
 DS0141'SAME ELEVATION AS THE STATION.  IT IS STAMPED D 10 NO 1 WSPG
 DS0141'1952 AND PROJECTS 4 INCHES.
 DS0141'
 DS0141'REFERENCE MARK NO. 2 IS ON THE SUMMIT OF HILL AND IS ON THE
 DS0141'SAME ELEVATION AS THE STATION.  IT IS STAMPED D 10 NO 2
 DS0141'WSPG 1952 AND PROJECTS 4 INCHES.
 DS0141'
 DS0141'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 42.97 FEET.
 DS0141'
 DS0141'THE AZIMUTH MARK IS AT THE FOOT OF THE HILL, 15 FEET NORTH OF THE
 DS0141'CENTER OF A TRACK ROAD, 6 FEET EAST OF A FENCE CORNER AND
 DS0141'1 FOOT SOUTH OF A NORTHWEST-SOUTHEAST FENCE LINE.  IT IS STAMPED
 DS0141'D 10 WSPG 1952 AND PROJECTS 3 INCHES.
 DS0141'
 DS0141'TO REACH THE STATION FROM THE OLD POST OFFICE BUILDING IN
 DS0141'OSCURA, GO WEST ON THE MOCKING BIRD GAP ROAD FOR 7.1 MILES TO A
 DS0141'YELLOW CATTLE GUARD AND A RESTRICTED AREA SIGN, CONTINUE WEST
 DS0141'FOR ABOUT 25 YARDS TO A TRACK ROAD ON THE RIGHT AND A TELEPHONE
 DS0141'LINE RUNNING NORTH AND SOUTH.  TURN RIGHT ON TRACK ROAD AND
 DS0141'FOLLOW TELEPHONE LINE NORTH FOR 7.0 MILES TO A
 DS0141'NORTHWEST-SOUTHEAST FENCE LINE AND POINT WHERE ROAD CURVES
 DS0141'NORTHWEST, CONTINUE ON TRACK ROAD NORTHWEST FOR 0.1 MILE TO
 DS0141'AZIMUTH MARK ON RIGHT AS DESCRIBED.  CONTINUE NORTHWEST AND
 DS0141'NORTH FOR 0.5 MILE TO A FORK, TAKE RIGHT FORK AND GO EAST
 DS0141'FOR 0.2 MILE TO A GATE IN NORTH-SOUTH FENCE LINE, PASS
 DS0141'THROUGH GATE AND CONTINUE EAST AND SOUTHEAST FOR 0.25 MILE TO
 DS0141'SUMMIT OF HILL AND STATION JUST SOUTHEAST OF CONCRETE
 DS0141'BUILDING AS DESCRIBED.
 DS0141
 DS0141                          STATION RECOVERY (1967)
 DS0141
 DS0141'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (JWC)
 DS0141'THE STATION MARK, REFERENCE MARK 1, 2 AND THE AZIMUTH MARK
 DS0141'WERE RECOVERED IN GOOD CONDITION.  DUE TO ROAD CHANGES A NEW
 DS0141'COMPLETE DESCRIPTION FOLLOWS.
 DS0141'
 DS0141'THE STATION IS ABOUT 20-3/4 MILES NORTH-NORTHWEST OF THREE
 DS0141'RIVERS, 16 MILES WEST OF CARRIZOZO AND 13 MILES NORTH OF THE
 DS0141'NORTH OSCURA RANGE CENTER, ON THE HIGHEST POINT OF A ROUND TOP
 DS0141'HILL AND NEAR A CONCRETE BUILDING AND TALL THREE LEGGED MAST.
 DS0141'
 DS0141'TO REACH THE STATION FROM THE POST OFFICE IN THREE RIVERS, GO
 DS0141'NORTH ON U.S. HIGHWAY 54 FOR 11.2 MILES TO A GRAVELED SIDE
 DS0141'ROAD LEFT AT THE VILLAGE OF OSCURO.  TURN LEFT AND GO WEST ON
 DS0141'GRAVELED ROAD FOR 6.3 MILES TO A LOCKED GATE.  PASS THROUGH
 DS0141'GATE AND CONTINUE WEST FOR 0.85 MILE TO A SIDE ROAD RIGHT AT
 DS0141'A GUARD SHACK.  TURN RIGHT AND GO NORTH ON GRAVELED ROAD FOR
 DS0141'4.7 MILES TO A SIDE ROAD RIGHT.  CONTINUE NORTH ON GRAVELED
 DS0141'ROAD FOR 2.1 MILES TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE
 DS0141'NORTH ON GRAVELED ROAD FOR 0.5 MILE TO A SIDE ROAD AND GATE ON
 DS0141'THE RIGHT.  TURN RIGHT AND FOLLOW GRADED ROAD SOUTHWESTERLY
 DS0141'AND SOUTH FOR 0.25 MILE TO THE BUILDING, THE TALL MAST AND
 DS0141'THE STATION.
 DS0141'
 DS0141'STATION MARK IS AN ALUMINUM DISK OF THE WHITE SANDS PROVING
 DS0141'GROUNDS, STAMPED -WSA-BRL-WSPG-D 10, SET IN THE TOP OF A 12
 DS0141'INCH SQUARE CONCRETE POST, THAT PROJECTS 3 INCHES ABOVE THE
 DS0141'GROUND.  IT IS 77 FEET SOUTH-SOUTHEAST OF THE SOUTHEAST LEG
 DS0141'OF THE MAST AND 63 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 DS0141'OF THE CONCRETE BUILDING.
 DS0141'
 DS0141'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED D 10 WSPG NO 1
 DS0141'1952, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST, THAT
 DS0141'PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS 91 FEET SOUTHEAST
 DS0141'OF THE SOUTHEAST LEG OF THE MAST, 84 FEET EAST-SOUTHEAST OF
 DS0141'THE SOUTHEAST CORNER OF THE BUILDING AND ABOUT 1 FOOT LOWER
 DS0141'THAN THE STATION.
 DS0141'
 DS0141'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED D 10 WSPG NO 2
 DS0141'1952, SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST, THAT
 DS0141'PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS 106 FEET SOUTH
 DS0141'OF THE SOUTHEAST LEG OF THE MAST, 88 FEET SOUTH-SOUTHEAST OF THE
 DS0141'SOUTHEAST CORNER OF THE BUILDING AND ABOUT THE SAME ELEVATION
 DS0141'AS THE STATION.
 DS0141'
 DS0141'AZIMUTH MARK IS A STANDARD DISK, STAMPED D 10 WSPG 1952, SET IN
 DS0141'THE TOP OF A 10 INCH SQUARE CONCRETE POST, THAT PROJECTS 4 INCHES
 DS0141'ABOVE THE GROUND.  IT IS 70 FEET EAST OF THE CENTERLINE OF A
 DS0141'GRAVELED ROAD, 2.7 FEET NORTHWEST OF A WITNESS POST AND 1 FOOT
 DS0141'WEST OF A WIRE FENCE.
 DS0141'
 DS0141'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--16 MILES WEST
 DS0141'OF CARRIZOZO
 DS0141
 DS0141                          STATION RECOVERY (1968)
 DS0141
 DS0141'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JBJ)
 DS0141'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK
 DS0141'WERE RECOVERED AS DESCRIBED BY J.W. CARPENTER IN 1967.  THE
 DS0141'DISTANCE BETWEEN THE REFERENCE MARKS WAS NOT MEASURED IN
 DS0141'1967.  THE FOLLOWING MEASUREMENT WAS MADE AT THIS TIME 42.98 FEET,
 DS0141'13.098 METERS.
 DS0141'
 DS0141'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--16 MILES
 DS0141'WEST OF CARRIZOZO
 DS0141
 DS0141                          STATION RECOVERY (1969)
 DS0141
 DS0141'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JGC)
 DS0141'THE STATION MARK, STAMPED -WSA-BRL-WSPG-D 10-, IS ABOUT 7.05
 DS0141'MILES NORTHWEST ALONG WHITE SANDS MISSILE RANGE ROUTE 12 FROM
 DS0141'THE STORE AT OSCURO, THENCE 7.4 MILES NORTH ALONG WHITE SANDS
 DS0141'MISSILE RANGE ROUTE 11, THENCE 0.25 MILE SOUTHEAST ALONG A
 DS0141'GRADED DIRT ROAD, IN SECTION 18, T 8 S, R 8 E, 77 FEET SOUTHEAST
 DS0141'OF THE SOUTHEAST LEG OF D 10 RADIO TOWER, 63 FEET SOUTHEAST OF
 DS0141'THE SOUTHEAST CORNER OF BUILDING NUMBER S-33470, 31.17 FEET WEST
 DS0141'OF R.M. 1, 29.65 FEET NORTH OF R.M. 2, AND SET IN THE TOP OF
 DS0141'A CONCRETE POST WHICH PROJECTS 2 INCHES ABOVE THE SURFACE OF
 DS0141'THE GROUND.
 DS0141'
 DS0141'R.M. 1, STAMPED WSPG D 10 NO 1 1952, IS 31.17 FEET EAST OF THE
 DS0141'STATION MARK, 91 FEET SOUTHEAST OF THE SOUTHEAST LEG OF D 10
 DS0141'RADIO TOWER, 86 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF
 DS0141'BUILDING NUMBER S-33470, ABOUT 1-1/2 FEET BELOW THE LEVEL
 DS0141'OF THE STATION, AND SET IN THE TOP OF A CONCRETE POST WHICH
 DS0141'PROJECTS 2 INCHES ABOVE THE SURFACE OF THE GROUND.
 DS0141'
 DS0141'R.M. 2, STAMPED WSPG D 10 NO 2 1952, IS 29.65 FEET SOUTH OF THE
 DS0141'STATION MARK, 106 FEET SOUTHEAST OF THE SOUTHEAST LEG OF D 10
 DS0141'RADIO TOWER, 88 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF BUILDING
 DS0141'NUMBER S-33470, ABOUT 1 FOOT BELOW THE LEVEL OF THE STATION,
 DS0141'AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 3 INCHES
 DS0141'ABOVE THE SURFACE OF THE GROUND.
 DS0141'
 DS0141'THE AZIMUTH MARK, STAMPED WSPG D 10 1952, IS ABOUT 0.25 MILE
 DS0141'NORTHWEST ALONG A GRADED DIRT ROAD FROM THE STATION MARK, THENCE
 DS0141'0.55 MILE SOUTH ALONG WHITE SANDS MISSILE RANGE ROUTE 11,
 DS0141'70 FEET EAST OF THE CENTER LINE OF THE ROUTE, 7 FEET SOUTHEAST
 DS0141'OF A CORNER FENCE POST, 1 FOOT SOUTHWEST OF A FENCE, 2.6 FEET
 DS0141'NORTHWEST OF A METAL WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL
 DS0141'OF THE ROUTE, AND SET IN THE TOP OF A CONCRETE POST WHICH
 DS0141'PROJECTS 2 INCHES ABOVE THE SURFACE OF THE GROUND.
 DS0141'
 DS0141'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--14.75 MILES
 DS0141'NORTHWEST
 DS0141
 DS0141                          STATION RECOVERY (1969)
 DS0141
 DS0141'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 DS0141'14.75 MI NW FROM OSCURO.
 DS0141'ABOUT 7.05 MILES NORTHWEST ALONG WHITE SANDS MISSILE RANGE ROUTE 12
 DS0141'FROM THE STORE AT OSCURO, THENCE 7.4 MILES NORTH ALONG WHTIE SANDS
 DS0141'MISSILE RANGE ROUTE 11, THENCE 0.25 MILE SOUTHEAST ALONG A GRADED DIRT
 DS0141'ROAD, 77 FEET SOUTHEAST OF THE SOUTHEAST LEG OF D 10 RADIO TOWER, 63
 DS0141'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF BUILDING NUMBER S-33470,
 DS0141'31.17 FEET WEST OF D 10 WSPG RM 1, 29.65 FEET NORTH OF D 10 WSPG RM 2,
 DS0141'AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 2 INCHES ABOVE
 DS0141'THE SURFACE OF THE GROUND.  SEC 18, T 8S, R 8E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0151 ***********************************************************************
 DS0151  DESIGNATION -  D 10 AZ MK
 DS0151  PID         -  DS0151
 DS0151  STATE/COUNTY-  NM/LINCOLN
 DS0151  USGS QUAD   -  BULL GAP SW (1981)
 DS0151
 DS0151                         *CURRENT SURVEY CONTROL
 DS0151  ___________________________________________________________________
 DS0151* NAD 83(1986)-  33 36 43.     (N)    106 09 33.     (W)     SCALED    
 DS0151* NAVD 88     -      1508.876  (meters)    4950.37   (feet)  ADJUSTED  
 DS0151  ___________________________________________________________________
 DS0151  GEOID HEIGHT-         -21.34  (meters)                     GEOID03
 DS0151  DYNAMIC HT  -        1506.703 (meters)    4943.24  (feet)  COMP
 DS0151  MODELED GRAV-     979,143.9   (mgal)                       NAVD 88
 DS0151
 DS0151  VERT ORDER  -  SECOND    CLASS 0
 DS0151
 DS0151.The horizontal coordinates were scaled from a topographic map and have
 DS0151.an estimated accuracy of +/- 6 seconds.
 DS0151
 DS0151.The orthometric height was determined by differential leveling
 DS0151.and adjusted by the National Geodetic Survey in June 1991..
 DS0151
 DS0151.The geoid height was determined by GEOID03.
 DS0151
 DS0151.The dynamic height is computed by dividing the NAVD 88
 DS0151.geopotential number by the normal gravity value computed on the
 DS0151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0151.degrees latitude (g = 980.6199 gals.).
 DS0151
 DS0151.The modeled gravity was interpolated from observed gravity values.
 DS0151
 DS0151;                    North         East    Units  Estimated Accuracy
 DS0151;SPC NM C     -   289,620.      508,430.      MT  (+/- 180 meters Scaled)
 DS0151
 DS0151                          SUPERSEDED SURVEY CONTROL
 DS0151
 DS0151  NGVD 29 (??/??/92) 1508.193  (m)         4948.13   (f) ADJ UNCH    2 0
 DS0151
 DS0151.Superseded values are not recommended for survey control.
 DS0151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0151.See file dsdata.txt to determine how the superseded data were derived.
 DS0151
 DS0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT924197(NAD 83)
 DS0151_MARKER: DZ = AZIMUTH MARK DISK
 DS0151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0151_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0151_STAMPING: WSPG D 10 1952
 DS0151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0151+STABILITY: SURFACE MOTION
 DS0151
 DS0151  HISTORY     - Date     Condition        Report By
 DS0151  HISTORY     - 1952     MONUMENTED       CGS
 DS0151  HISTORY     - 1969     GOOD             NGS
 DS0151
 DS0151                          STATION DESCRIPTION
 DS0151
 DS0151'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 DS0151'13.9 MI NW FROM OSCURO.
 DS0151'ABOUT 7.05 MILES NORTHWEST ALONG WHITE SANDS MISSILE RANGE ROUTE 12
 DS0151'FROM THE STORE AT OSCURO, THENCE 6.85 MILES NORTH ALONG WHITE SANDS
 DS0151'MISSILE RANGE ROUTE 11, 70 FEET EAST OF THE CENTER LINE OF THE ROUTE,
 DS0151'7 FEET SOUTHEAST OF A CORNER FENCE POST, 1 FOOT SOUTHWEST OF A FENCE,
 DS0151'2.6 FEET NORTHWEST OF A METAL WITNESS POST, ABOUT 1 FOOT BELOW THE
 DS0151'LEVEL OF THE ROUTE, AND SET IN THE TOP OF A CONCRETE POST WHICH
 DS0151'PROJECTS 2 INCHES ABOVE THE SURFACE OF THE GROUND.  1/4, SEC 13, T 8S,
 DS0151'R 7E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0142 ***********************************************************************
 DS0142  DESIGNATION -  D 10 RM 1
 DS0142  PID         -  DS0142
 DS0142  STATE/COUNTY-  NM/LINCOLN
 DS0142  USGS QUAD   -  BULL GAP SW (1981)
 DS0142
 DS0142                         *CURRENT SURVEY CONTROL
 DS0142  ___________________________________________________________________
 DS0142* NAD 83(1986)-  33 37 01.     (N)    106 09 25.     (W)     SCALED    
 DS0142* NAVD 88     -      1536.149  (meters)    5039.85   (feet)  ADJUSTED  
 DS0142  ___________________________________________________________________
 DS0142  GEOID HEIGHT-         -21.32  (meters)                     GEOID03
 DS0142  DYNAMIC HT  -        1533.939 (meters)    5032.60  (feet)  COMP
 DS0142  MODELED GRAV-     979,143.8   (mgal)                       NAVD 88
 DS0142
 DS0142  VERT ORDER  -  SECOND    CLASS 0
 DS0142
 DS0142.The horizontal coordinates were scaled from a topographic map and have
 DS0142.an estimated accuracy of +/- 6 seconds.
 DS0142
 DS0142.The orthometric height was determined by differential leveling
 DS0142.and adjusted by the National Geodetic Survey in June 1991..
 DS0142
 DS0142.The geoid height was determined by GEOID03.
 DS0142
 DS0142.The dynamic height is computed by dividing the NAVD 88
 DS0142.geopotential number by the normal gravity value computed on the
 DS0142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0142.degrees latitude (g = 980.6199 gals.).
 DS0142
 DS0142.The modeled gravity was interpolated from observed gravity values.
 DS0142
 DS0142;                    North         East    Units  Estimated Accuracy
 DS0142;SPC NM C     -   290,170.      508,630.      MT  (+/- 180 meters Scaled)
 DS0142
 DS0142                          SUPERSEDED SURVEY CONTROL
 DS0142
 DS0142  NGVD 29 (??/??/92) 1535.468  (m)         5037.61   (f) ADJ UNCH    2 0
 DS0142
 DS0142.Superseded values are not recommended for survey control.
 DS0142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0142.See file dsdata.txt to determine how the superseded data were derived.
 DS0142
 DS0142_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT926202(NAD 83)
 DS0142_MARKER: DR = REFERENCE MARK DISK
 DS0142_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0142_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0142_STAMPING: WSPG D 10 NO 1 1952
 DS0142_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0142+STABILITY: SURFACE MOTION
 DS0142
 DS0142  HISTORY     - Date     Condition        Report By
 DS0142  HISTORY     - 1952     MONUMENTED       CGS
 DS0142  HISTORY     - 1969     GOOD             NGS
 DS0142
 DS0142                          STATION DESCRIPTION
 DS0142
 DS0142'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 DS0142'14.75 MI NW FROM OSCURO.
 DS0142'ABOUT 7.05 MILES NORTHWEST ALONG WHITE SANDS MISSILE RANGE ROUTE 12
 DS0142'FROM THE STORE AT OSCURO, THENCE 7.4 MILES NORTH ALONG WHITE SANDS
 DS0142'MISSILE RANGE ROUTE 11, THENCE 0.25 MILE SOUTHEAST ALONG A GRADED DIRT
 DS0142'ROAD, 91 FEET SOUTHEAST OF THE SOUTHEAST LEG OF D 10 RADIO TOWER, 86
 DS0142'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF BUILDING NUMBER S-33470,
 DS0142'31.17 FEET EAST OF TRIANGULATION STATION D 10 (WSPG), ABOUT 1 1/2 FEET
 DS0142'BELOW THE LEVEL OF THE STATION, AND SET IN THE TOP OF A CONCRETE POST
 DS0142'WHICH PROJECTS 2 INCHES ABOVE THE SURFACE OF THE GROUND. SEC 18, T 8S,
 DS0142'R 8E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0143 ***********************************************************************
 DS0143  DESIGNATION -  D 10 RM 2
 DS0143  PID         -  DS0143
 DS0143  STATE/COUNTY-  NM/LINCOLN
 DS0143  USGS QUAD   -  BULL GAP SW (1981)
 DS0143
 DS0143                         *CURRENT SURVEY CONTROL
 DS0143  ___________________________________________________________________
 DS0143* NAD 83(1986)-  33 37 02.     (N)    106 09 25.     (W)     SCALED    
 DS0143* NAVD 88     -      1536.336  (meters)    5040.46   (feet)  ADJUSTED  
 DS0143  ___________________________________________________________________
 DS0143  GEOID HEIGHT-         -21.32  (meters)                     GEOID03
 DS0143  DYNAMIC HT  -        1534.125 (meters)    5033.21  (feet)  COMP
 DS0143  MODELED GRAV-     979,143.7   (mgal)                       NAVD 88
 DS0143
 DS0143  VERT ORDER  -  SECOND    CLASS 0
 DS0143
 DS0143.The horizontal coordinates were scaled from a topographic map and have
 DS0143.an estimated accuracy of +/- 6 seconds.
 DS0143
 DS0143.The orthometric height was determined by differential leveling
 DS0143.and adjusted by the National Geodetic Survey in June 1991..
 DS0143
 DS0143.The geoid height was determined by GEOID03.
 DS0143
 DS0143.The dynamic height is computed by dividing the NAVD 88
 DS0143.geopotential number by the normal gravity value computed on the
 DS0143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0143.degrees latitude (g = 980.6199 gals.).
 DS0143
 DS0143.The modeled gravity was interpolated from observed gravity values.
 DS0143
 DS0143;                    North         East    Units  Estimated Accuracy
 DS0143;SPC NM C     -   290,210.      508,630.      MT  (+/- 180 meters Scaled)
 DS0143
 DS0143                          SUPERSEDED SURVEY CONTROL
 DS0143
 DS0143  NGVD 29 (??/??/92) 1535.655  (m)         5038.23   (f) ADJ UNCH    2 0
 DS0143
 DS0143.Superseded values are not recommended for survey control.
 DS0143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0143.See file dsdata.txt to determine how the superseded data were derived.
 DS0143
 DS0143_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT926203(NAD 83)
 DS0143_MARKER: DR = REFERENCE MARK DISK
 DS0143_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0143_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0143_STAMPING: WSPG D 10 NO 2 1952
 DS0143_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0143+STABILITY: SURFACE MOTION
 DS0143
 DS0143  HISTORY     - Date     Condition        Report By
 DS0143  HISTORY     - 1952     MONUMENTED       CGS
 DS0143  HISTORY     - 1969     GOOD             NGS
 DS0143
 DS0143                          STATION DESCRIPTION
 DS0143
 DS0143'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 DS0143'14.75 MI NW FROM OSCURO.
 DS0143'ABOUT 7.05 MILES NORTHWEST ALONG WHITE MISSILE RANGE ROUTE 12 FROM THE
 DS0143'STORE AT OSCURO, THENCE 7.4 MILES NORTH ALONG WHITE SANDS MISSILE
 DS0143'RANGE ROUTE 11, THENCE 0.25 MILE SOUTHEAST ALONG A GRADED DIRT ROAD,
 DS0143'106 FEET SOUTHEAST OF THE SOUTHEAST LEG OF D 10 RADIO TOWER, 88 FEET
 DS0143'SOUTHEAST OF THE SOUTHEAST CORNER OF BUILDING NUMBER S-33470, 29.65
 DS0143'FEET SOUTH OF TRIANGULATION STATION D 10 (WSPG), ABOUT 1 FOOT BELOW
 DS0143'THE LEVEL OF THE STATION, AND SET IN THE TOP OF A CONCRETE POST WHICH
 DS0143'PROJECTS 3 INCHES ABOVE THE SURFACE OF THE GROUND.  SEC 18, T 8S, R
 DS0143'8E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0536 ***********************************************************************
 CW0536  DESIGNATION -  D 100
 CW0536  PID         -  CW0536
 CW0536  STATE/COUNTY-  NM/OTERO
 CW0536  USGS QUAD   -  SACRAMENTO (1974)
 CW0536
 CW0536                         *CURRENT SURVEY CONTROL
 CW0536  ___________________________________________________________________
 CW0536* NAD 83(1986)-  32 48 19.     (N)    105 31 00.     (W)     SCALED    
 CW0536* NAVD 88     -      2139.809  (meters)    7020.36   (feet)  ADJUSTED  
 CW0536  ___________________________________________________________________
 CW0536  GEOID HEIGHT-         -20.18  (meters)                     GEOID03
 CW0536  DYNAMIC HT  -        2136.371 (meters)    7009.08  (feet)  COMP
 CW0536  MODELED GRAV-     978,953.3   (mgal)                       NAVD 88
 CW0536
 CW0536  VERT ORDER  -  SECOND    CLASS 0
 CW0536
 CW0536.The horizontal coordinates were scaled from a topographic map and have
 CW0536.an estimated accuracy of +/- 6 seconds.
 CW0536
 CW0536.The orthometric height was determined by differential leveling
 CW0536.and adjusted by the National Geodetic Survey in June 1991..
 CW0536
 CW0536.The geoid height was determined by GEOID03.
 CW0536
 CW0536.The dynamic height is computed by dividing the NAVD 88
 CW0536.geopotential number by the normal gravity value computed on the
 CW0536.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0536.degrees latitude (g = 980.6199 gals.).
 CW0536
 CW0536.The modeled gravity was interpolated from observed gravity values.
 CW0536
 CW0536;                    North         East    Units  Estimated Accuracy
 CW0536;SPC NM C     -   200,400.      568,680.      MT  (+/- 180 meters Scaled)
 CW0536
 CW0536                          SUPERSEDED SURVEY CONTROL
 CW0536
 CW0536  NGVD 29 (??/??/92) 2139.015  (m)         7017.75   (f) ADJ UNCH    2 0
 CW0536
 CW0536.Superseded values are not recommended for survey control.
 CW0536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0536.See file dsdata.txt to determine how the superseded data were derived.
 CW0536
 CW0536_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDS516298(NAD 83)
 CW0536_MARKER: DB = BENCH MARK DISK
 CW0536_SETTING: 66 = SET IN ROCK OUTCROP
 CW0536_SP_SET: ROCK LEDGE
 CW0536_STAMPING: D 100 1934
 CW0536_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CW0536+STABILITY: POSITION/ELEVATION WELL
 CW0536
 CW0536  HISTORY     - Date     Condition        Report By
 CW0536  HISTORY     - 1934     MONUMENTED       CGS
 CW0536  HISTORY     - 1958     GOOD             NGS
 CW0536  HISTORY     - 1963     MARK NOT FOUND   USGS
 CW0536
 CW0536                          STATION DESCRIPTION
 CW0536
 CW0536'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CW0536'0.15 MI N FROM WEED.
 CW0536'ABOUT 0.15 MILE NORTH ALONG A DIRT ROAD FROM THE POST OFFICE AT WEED,
 CW0536'AT A TEE JUNCTION OF DIRT ROADS, 41 FEET NORTH OF THE NORTH END OF A
 CW0536'WOODEN BRIDGE OVER A CREEK, IN THE TOP OF THE SOUTH EDGE OF A ROCK
 CW0536'LEDGE, 12 FEET NORTH OF THE CENTER LINE OF THE EAST-WEST ROAD, 5 FEET
 CW0536'SOUTH OF A FENCE, 8 INCHES NORTH OF THE SOUTH EDGE OF THE LEDGE, AND
 CW0536'ABOUT 3 FEET ABOVE THE LEVEL OF THE ROAD.
 CW0536
 CW0536                          STATION RECOVERY (1963)
 CW0536
 CW0536'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 CW0536'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0463 ***********************************************************************
 EQ0463  DESIGNATION -  D 101
 EQ0463  PID         -  EQ0463
 EQ0463  STATE/COUNTY-  NM/SOCORRO
 EQ0463  USGS QUAD   -  TABLE MOUNTAIN (1995)
 EQ0463
 EQ0463                         *CURRENT SURVEY CONTROL
 EQ0463  ___________________________________________________________________
 EQ0463* NAD 83(1986)-  34 25 40.     (N)    107 36 49.     (W)     SCALED    
 EQ0463* NAVD 88     -      2018.906  (meters)    6623.69   (feet)  POSTED    
 EQ0463  ___________________________________________________________________
 EQ0463  GEOID HEIGHT-         -21.21  (meters)                     GEOID03
 EQ0463  DYNAMIC HT  -        2015.880 (meters)    6613.77  (feet)  COMP
 EQ0463  MODELED GRAV-     979,065.2   (mgal)                       NAVD 88
 EQ0463
 EQ0463  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EQ0463
 EQ0463.The horizontal coordinates were scaled from a topographic map and have
 EQ0463.an estimated accuracy of +/- 6 seconds.
 EQ0463
 EQ0463.The orthometric height was determined by differential leveling
 EQ0463.and adjusted by the National Geodetic Survey in 1992..
 EQ0463.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EQ0463.rate of 0.0 thru 1.0 mm/km.
 EQ0463
 EQ0463.The geoid height was determined by GEOID03.
 EQ0463
 EQ0463.The dynamic height is computed by dividing the NAVD 88
 EQ0463.geopotential number by the normal gravity value computed on the
 EQ0463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0463.degrees latitude (g = 980.6199 gals.).
 EQ0463
 EQ0463.The modeled gravity was interpolated from observed gravity values.
 EQ0463
 EQ0463;                    North         East    Units  Estimated Accuracy
 EQ0463;SPC NM C     -   380,940.      374,670.      MT  (+/- 180 meters Scaled)
 EQ0463
 EQ0463                          SUPERSEDED SURVEY CONTROL
 EQ0463
 EQ0463  NGVD 29 (??/??/92) 2018.036  (m)         6620.84   (f) ADJ UNCH    2 0
 EQ0463
 EQ0463.Superseded values are not recommended for survey control.
 EQ0463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0463.See file dsdata.txt to determine how the superseded data were derived.
 EQ0463
 EQ0463_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBU598126(NAD 83)
 EQ0463_MARKER: DB = BENCH MARK DISK
 EQ0463_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EQ0463_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EQ0463_STAMPING: D 101 1935
 EQ0463_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EQ0463+STABILITY: SURFACE MOTION
 EQ0463
 EQ0463  HISTORY     - Date     Condition        Report By
 EQ0463  HISTORY     - 1935     MONUMENTED       CGS
 EQ0463  HISTORY     - 1964     GOOD             USGS
 EQ0463
 EQ0463                          STATION DESCRIPTION
 EQ0463
 EQ0463'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 EQ0463'34.1 MI NW FROM MAGDALENA.
 EQ0463'MARTIN RANCH, ABOUT 2.8 MI. NORTHEAST OF, 34.1 MI. NORTHWEST OF
 EQ0463'MAGDALENA ALONG ROADS TO MARTIN RANCH TO A ROAD FORK AT THE BASE OF
 EQ0463'TABLE MTN., THENCE NORTHWEST ALONG TRACK ROAD FOR 1.75 MI., 410 FT.
 EQ0463'NORTHWEST OF A SMALL DRAIN CROSSING, 22 FT. NORTHEAST OF ROAD.  A
 EQ0463'STANDARD TABLET SET IN A CONCRETE POST PROJECTING 0.2 FT. ABOVE GROUND
 EQ0463'AND STAMPED D 101 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0399 ***********************************************************************
 EQ0399  DESIGNATION -  D 102
 EQ0399  PID         -  EQ0399
 EQ0399  STATE/COUNTY-  NM/SOCORRO
 EQ0399  USGS QUAD   -  GALLINAS PEAK (1995)
 EQ0399
 EQ0399                         *CURRENT SURVEY CONTROL
 EQ0399  ___________________________________________________________________
 EQ0399* NAD 83(1986)-  34 13 41.     (N)    107 23 01.     (W)     SCALED    
 EQ0399* NAVD 88     -      2149.654  (meters)    7052.66   (feet)  POSTED    
 EQ0399  ___________________________________________________________________
 EQ0399  GEOID HEIGHT-         -21.38  (meters)                     GEOID03
 EQ0399  DYNAMIC HT  -        2146.340 (meters)    7041.78  (feet)  COMP
 EQ0399  MODELED GRAV-     979,017.6   (mgal)                       NAVD 88
 EQ0399
 EQ0399  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EQ0399
 EQ0399.The horizontal coordinates were scaled from a topographic map and have
 EQ0399.an estimated accuracy of +/- 6 seconds.
 EQ0399
 EQ0399.The orthometric height was determined by differential leveling
 EQ0399.and adjusted by the National Geodetic Survey in 1992..
 EQ0399.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EQ0399.rate of 0.0 thru 1.0 mm/km.
 EQ0399
 EQ0399.The geoid height was determined by GEOID03.
 EQ0399
 EQ0399.The dynamic height is computed by dividing the NAVD 88
 EQ0399.geopotential number by the normal gravity value computed on the
 EQ0399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0399.degrees latitude (g = 980.6199 gals.).
 EQ0399
 EQ0399.The modeled gravity was interpolated from observed gravity values.
 EQ0399
 EQ0399;                    North         East    Units  Estimated Accuracy
 EQ0399;SPC NM C     -   358,530.      395,560.      MT  (+/- 180 meters Scaled)
 EQ0399
 EQ0399                          SUPERSEDED SURVEY CONTROL
 EQ0399
 EQ0399  NGVD 29 (??/??/92) 2148.728  (m)         7049.62   (f) ADJ UNCH    2 0
 EQ0399
 EQ0399.Superseded values are not recommended for survey control.
 EQ0399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0399.See file dsdata.txt to determine how the superseded data were derived.
 EQ0399
 EQ0399_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBT804900(NAD 83)
 EQ0399_MARKER: DB = BENCH MARK DISK
 EQ0399_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EQ0399_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EQ0399_STAMPING: D 102 1935
 EQ0399_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EQ0399+STABILITY: SURFACE MOTION
 EQ0399
 EQ0399  HISTORY     - Date     Condition        Report By
 EQ0399  HISTORY     - 1935     MONUMENTED       CGS
 EQ0399  HISTORY     - 1965     GOOD             USGS
 EQ0399
 EQ0399                          STATION DESCRIPTION
 EQ0399
 EQ0399'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 EQ0399'13.2 MI NW FROM MAGDALENA.
 EQ0399'MAGDALENA, ABOUT 13.2 MILES NW OF BY ROAD, NEAR QUARTER CORNER BETWEEN
 EQ0399'SEC. 8 AND 17, T 1 S R 5 W.  TO REACH FROM MAGDALENA PO GO WEST ON US
 EQ0399'60 FOR 0.3 MI TO JCT STATE HWY 52 NORTH, TURN RIGHT (NORTHERLY) 10.1
 EQ0399'TO TRACK ROAD JCT. LEFT IN DRY LAKE CANYON BOTTOM. TURN LEFT (NW)
 EQ0399'ALONG TRACK ROAD FOR 2.6 MI TO STATION ON LEFT. STATION IS 33 FT SW
 EQ0399'(PERPENDICULAR) TO ROAD, 69 FT. SE OF 18 INCH PINE TREE, 2 FT EAST OF
 EQ0399'WITNESS POST, IN CONCRETE POST PROJECTING 0.1 FT., A STD DISK STAMPED
 EQ0399'D 102 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GO0100 ***********************************************************************
 GO0100  DESIGNATION -  D 102
 GO0100  PID         -  GO0100
 GO0100  STATE/COUNTY-  NM/SAN JUAN
 GO0100  USGS QUAD   -  SKINNEY ROCK (1983)
 GO0100
 GO0100                         *CURRENT SURVEY CONTROL
 GO0100  ___________________________________________________________________
 GO0100* NAD 83(1986)-  36 54 03.     (N)    108 42 59.     (W)     SCALED    
 GO0100* NAVD 88     -      1571.887  (meters)    5157.10   (feet)  ADJUSTED  
 GO0100  ___________________________________________________________________
 GO0100  GEOID HEIGHT-         -20.71  (meters)                     GEOID03
 GO0100  DYNAMIC HT  -        1570.039 (meters)    5151.04  (feet)  COMP
 GO0100  MODELED GRAV-     979,400.2   (mgal)                       NAVD 88
 GO0100
 GO0100  VERT ORDER  -  SECOND    CLASS 0
 GO0100
 GO0100.The horizontal coordinates were scaled from a topographic map and have
 GO0100.an estimated accuracy of +/- 6 seconds.
 GO0100
 GO0100.The orthometric height was determined by differential leveling
 GO0100.and adjusted by the National Geodetic Survey in June 1991..
 GO0100
 GO0100.The geoid height was determined by GEOID03.
 GO0100
 GO0100.The dynamic height is computed by dividing the NAVD 88
 GO0100.geopotential number by the normal gravity value computed on the
 GO0100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GO0100.degrees latitude (g = 980.6199 gals.).
 GO0100
 GO0100.The modeled gravity was interpolated from observed gravity values.
 GO0100
 GO0100;                    North         East    Units  Estimated Accuracy
 GO0100;SPC NM W     -   654,840.      751,300.      MT  (+/- 180 meters Scaled)
 GO0100
 GO0100                          SUPERSEDED SURVEY CONTROL
 GO0100
 GO0100  NGVD 29 (??/??/92) 1570.989  (m)         5154.15   (f) ADJ UNCH    2 0
 GO0100
 GO0100.Superseded values are not recommended for survey control.
 GO0100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GO0100.See file dsdata.txt to determine how the superseded data were derived.
 GO0100
 GO0100_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYF034863(NAD 83)
 GO0100_MARKER: DB = BENCH MARK DISK
 GO0100_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GO0100_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GO0100_STAMPING: D 102 1934
 GO0100_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GO0100+STABILITY: SURFACE MOTION
 GO0100
 GO0100  HISTORY     - Date     Condition        Report By
 GO0100  HISTORY     - 1934     MONUMENTED       CGS
 GO0100
 GO0100                          STATION DESCRIPTION
 GO0100
 GO0100'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GO0100'8.4 MI N FROM SHIPROCK.
 GO0100'8.4 MILES NORTH ALONG U.S. HIGHWAY 666 FROM INDIAN SCHOOL 2 AT
 GO0100'SHIPROCK, SAN JUAN COUNTY, 1.8 MILES SOUTH OF WOODEN BRIDGE 564 OVER A
 GO0100'DRY WASH, 700 FEET NORTHWEST OF THE CONCRETE BRIDGE OVER A LARGE DRY
 GO0100'WASH, 115 FEET SOUTHEAST OF THE NORTHEAST END OF A CONCRETE CULVERT,
 GO0100'AND 42 FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD
 GO0100'DISK, STAMPED D 102 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0209 ***********************************************************************
 GN0209  DESIGNATION -  D 103
 GN0209  PID         -  GN0209
 GN0209  STATE/COUNTY-  NM/RIO ARRIBA
 GN0209  USGS QUAD   -  CANJILON MOUNTAIN (1995)
 GN0209
 GN0209                         *CURRENT SURVEY CONTROL
 GN0209  ___________________________________________________________________
 GN0209* NAD 83(1986)-  36 30 02.     (N)    106 16 42.     (W)     SCALED    
 GN0209* NAVD 88     -      2669.802  (meters)    8759.18   (feet)  ADJUSTED  
 GN0209  ___________________________________________________________________
 GN0209  GEOID HEIGHT-         -17.45  (meters)                     GEOID03
 GN0209  DYNAMIC HT  -        2665.936 (meters)    8746.49  (feet)  COMP
 GN0209  MODELED GRAV-     979,086.9   (mgal)                       NAVD 88
 GN0209
 GN0209  VERT ORDER  -  SECOND    CLASS 0
 GN0209
 GN0209.The horizontal coordinates were scaled from a topographic map and have
 GN0209.an estimated accuracy of +/- 6 seconds.
 GN0209
 GN0209.The orthometric height was determined by differential leveling
 GN0209.and adjusted by the National Geodetic Survey in June 1991..
 GN0209.WARNING-Repeat measurements at this control monument indicate possible
 GN0209.vertical movement.
 GN0209
 GN0209.The geoid height was determined by GEOID03.
 GN0209
 GN0209.The dynamic height is computed by dividing the NAVD 88
 GN0209.geopotential number by the normal gravity value computed on the
 GN0209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GN0209.degrees latitude (g = 980.6199 gals.).
 GN0209
 GN0209.The modeled gravity was interpolated from observed gravity values.
 GN0209
 GN0209;                    North         East    Units  Estimated Accuracy
 GN0209;SPC NM C     -   610,050.      497,460.      MT  (+/- 180 meters Scaled)
 GN0209
 GN0209                          SUPERSEDED SURVEY CONTROL
 GN0209
 GN0209  NGVD 29 (??/??/92) 2668.432  (m)         8754.68   (f) ADJ UNCH    2 0
 GN0209
 GN0209.Superseded values are not recommended for survey control.
 GN0209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0209.See file dsdata.txt to determine how the superseded data were derived.
 GN0209
 GN0209_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCA855402(NAD 83)
 GN0209_MARKER: DB = BENCH MARK DISK
 GN0209_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GN0209_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GN0209_STAMPING: D 103 1935
 GN0209_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GN0209+STABILITY: SURFACE MOTION
 GN0209
 GN0209  HISTORY     - Date     Condition        Report By
 GN0209  HISTORY     - 1935     MONUMENTED       CGS
 GN0209  HISTORY     - 1941     GOOD             NGS
 GN0209
 GN0209                          STATION DESCRIPTION
 GN0209
 GN0209'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 GN0209'12.7 MI NE FROM CANJILON.
 GN0209'TO REACH FROM THE POST OFFICE, PROCEED NORTHEASTERLY ALONG GRAVELED
 GN0209'AND MOUNTAIN ROAD TOWARDS VALLECITOS, GO 12.7 MILES.  BENCH MARK IS
 GN0209'ABOUT 0.5 MILE WESTERLY FROM ABANDONED SITE OF AN OLD C.C.C CAMP.  IT
 GN0209'IS ON THE INSIDE OF A CURVE ON STEEP GRADE.  IT IS 29 FEET
 GN0209'NORTHEASTERLY FROM NORTHERLY END OF CORRUGATED METAL PIPE CULVERT WITH
 GN0209'A LARGE STONE CATCH BASIN.  IT IS 27 FEET NORTHERLY FROM AND ABOUT 3.5
 GN0209'FEET ABOVE CENTER LINE OF THE ROAD.  IT IS 1.1 FEET SOUTHERLY FROM A 4
 GN0209'X 4-INCH WOODEN POST.  STD. DISK IN CONCRETE POST PROJECTING ABOUT 0.3
 GN0209'FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0081 ***********************************************************************
 GM0081  DESIGNATION -  D 103 RESET
 GM0081  PID         -  GM0081
 GM0081  STATE/COUNTY-  NM/COLFAX
 GM0081  USGS QUAD   -  ABBOTT (1965)
 GM0081
 GM0081                         *CURRENT SURVEY CONTROL
 GM0081  ___________________________________________________________________
 GM0081* NAD 83(1986)-  36 18 21.     (N)    104 21 24.     (W)     SCALED    
 GM0081* NAVD 88     -      1816.979  (meters)    5961.21   (feet)  ADJUSTED  
 GM0081  ___________________________________________________________________
 GM0081  GEOID HEIGHT-         -18.95  (meters)                     GEOID03
 GM0081  DYNAMIC HT  -        1814.695 (meters)    5953.71  (feet)  COMP
 GM0081  MODELED GRAV-     979,310.4   (mgal)                       NAVD 88
 GM0081
 GM0081  VERT ORDER  -  SECOND    CLASS 0
 GM0081
 GM0081.The horizontal coordinates were scaled from a topographic map and have
 GM0081.an estimated accuracy of +/- 6 seconds.
 GM0081
 GM0081.The orthometric height was determined by differential leveling
 GM0081.and adjusted by the National Geodetic Survey in June 1991..
 GM0081
 GM0081.The geoid height was determined by GEOID03.
 GM0081
 GM0081.The dynamic height is computed by dividing the NAVD 88
 GM0081.geopotential number by the normal gravity value computed on the
 GM0081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GM0081.degrees latitude (g = 980.6199 gals.).
 GM0081
 GM0081.The modeled gravity was interpolated from observed gravity values.
 GM0081
 GM0081;                    North         East    Units  Estimated Accuracy
 GM0081;SPC NM E     -   588,450.      162,910.      MT  (+/- 180 meters Scaled)
 GM0081
 GM0081                          SUPERSEDED SURVEY CONTROL
 GM0081
 GM0081  NGVD 29 (??/??/92) 1816.183  (m)         5958.59   (f) ADJ UNCH    2 0
 GM0081
 GM0081.Superseded values are not recommended for survey control.
 GM0081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0081.See file dsdata.txt to determine how the superseded data were derived.
 GM0081
 GM0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEA577180(NAD 83)
 GM0081_MARKER: DD = SURVEY DISK
 GM0081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GM0081_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GM0081_STAMPING: D 103 RESET 1953
 GM0081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GM0081+STABILITY: SURFACE MOTION
 GM0081
 GM0081  HISTORY     - Date     Condition        Report By
 GM0081  HISTORY     - 1953     MONUMENTED       NMHD
 GM0081  HISTORY     - 1956     GOOD             NGS
 GM0081
 GM0081                          STATION DESCRIPTION
 GM0081
 GM0081'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GM0081'5.35 MI W FROM ABBOT.
 GM0081'5.35 MILES WEST ALONG STATE HIGHWAY 58 FROM THE POST OFFICE AT ABBOTT,
 GM0081'0.25 MILE WEST OF A WINDMILL, 94 FEET EAST OF THE CENTER OF A GATE,
 GM0081'81.5 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 5.5 FEET NORTH OF A
 GM0081'FENCE, 5.5 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 GM0081'POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0070 ***********************************************************************
 GN0070  DESIGNATION -  D 104
 GN0070  PID         -  GN0070
 GN0070  STATE/COUNTY-  NM/RIO ARRIBA
 GN0070  USGS QUAD   -  LAS TABLAS (1995)
 GN0070
 GN0070                         *CURRENT SURVEY CONTROL
 GN0070  ___________________________________________________________________
 GN0070* NAD 83(1986)-  36 31 15.     (N)    106 03 35.     (W)     SCALED    
 GN0070* NAVD 88     -      2525.077  (meters)    8284.36   (feet)  ADJUSTED  
 GN0070  ___________________________________________________________________
 GN0070  GEOID HEIGHT-         -17.46  (meters)                     GEOID03
 GN0070  DYNAMIC HT  -        2521.509 (meters)    8272.65  (feet)  COMP
 GN0070  MODELED GRAV-     979,127.1   (mgal)                       NAVD 88
 GN0070
 GN0070  VERT ORDER  -  SECOND    CLASS 0
 GN0070
 GN0070.The horizontal coordinates were scaled from a topographic map and have
 GN0070.an estimated accuracy of +/- 6 seconds.
 GN0070
 GN0070.The orthometric height was determined by differential leveling
 GN0070.and adjusted by the National Geodetic Survey in June 1991..
 GN0070
 GN0070.The geoid height was determined by GEOID03.
 GN0070
 GN0070.The dynamic height is computed by dividing the NAVD 88
 GN0070.geopotential number by the normal gravity value computed on the
 GN0070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GN0070.degrees latitude (g = 980.6199 gals.).
 GN0070
 GN0070.The modeled gravity was interpolated from observed gravity values.
 GN0070
 GN0070;                    North         East    Units  Estimated Accuracy
 GN0070;SPC NM C     -   612,320.      517,040.      MT  (+/- 180 meters Scaled)
 GN0070
 GN0070                          SUPERSEDED SURVEY CONTROL
 GN0070
 GN0070.No superseded survey control is available for this station.
 GN0070
 GN0070_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDA051422(NAD 83)
 GN0070_MARKER: DB = BENCH MARK DISK
 GN0070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GN0070_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GN0070_STAMPING: D 104 1935
 GN0070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GN0070+STABILITY: SURFACE MOTION
 GN0070
 GN0070  HISTORY     - Date     Condition        Report By
 GN0070  HISTORY     - 1935     MONUMENTED       CGS
 GN0070  HISTORY     - 1963     GOOD             USGS
 GN0070
 GN0070                          STATION DESCRIPTION
 GN0070
 GN0070'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 GN0070'9.6 MI E FROM VALLECITOS.
 GN0070'ABOUT 0.4 MILE NORTH OF THE MAIN STREET JUNCTION AT VALLECITOS, THENCE
 GN0070'ABOUT 6.6 MILES E. ALONG THE JARITA MESA FIRE ROAD TO THE JUNCTION OF
 GN0070'THE ROAD LEADING TO PETACA, THENCE ALONG THE ROAD TO PETACA ABOUT 2.6
 GN0070'MILES, 104 FEET SOUTH OF THE ROAD, ABOUT 1940 FEET NORTHEAST ALONG A
 GN0070'STRAIGHT STRETCH OF ROAD FROM THE CENTER OF A BEND IN THE ROAD. A
 GN0070'STANDARD DISC, STAMPED D 104 1935 AND SET IN THE TOP OF A CONCRETE
 GN0070'POST PROJECTING ABOUT 0.3 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0018 ***********************************************************************
 FN0018  DESIGNATION -  D 104
 FN0018  PID         -  FN0018
 FN0018  STATE/COUNTY-  NM/HARDING
 FN0018  USGS QUAD   -  BEAVER CANYON (1971)
 FN0018
 FN0018                         *CURRENT SURVEY CONTROL
 FN0018  ___________________________________________________________________
 FN0018* NAD 83(1986)-  35 54 16.     (N)    104 18 50.     (W)     SCALED    
 FN0018* NAVD 88     -      1706.410  (meters)    5598.45   (feet)  ADJUSTED  
 FN0018  ___________________________________________________________________
 FN0018  GEOID HEIGHT-         -19.79  (meters)                     GEOID03
 FN0018  DYNAMIC HT  -        1704.257 (meters)    5591.38  (feet)  COMP
 FN0018  MODELED GRAV-     979,309.9   (mgal)                       NAVD 88
 FN0018
 FN0018  VERT ORDER  -  SECOND    CLASS 0
 FN0018
 FN0018.The horizontal coordinates were scaled from a topographic map and have
 FN0018.an estimated accuracy of +/- 6 seconds.
 FN0018
 FN0018.The orthometric height was determined by differential leveling
 FN0018.and adjusted by the National Geodetic Survey in June 1991..
 FN0018
 FN0018.The geoid height was determined by GEOID03.
 FN0018
 FN0018.The dynamic height is computed by dividing the NAVD 88
 FN0018.geopotential number by the normal gravity value computed on the
 FN0018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FN0018.degrees latitude (g = 980.6199 gals.).
 FN0018
 FN0018.The modeled gravity was interpolated from observed gravity values.
 FN0018
 FN0018;                    North         East    Units  Estimated Accuracy
 FN0018;SPC NM E     -   543,920.      166,760.      MT  (+/- 180 meters Scaled)
 FN0018
 FN0018                          SUPERSEDED SURVEY CONTROL
 FN0018
 FN0018  NGVD 29 (??/??/92) 1705.637  (m)         5595.91   (f) ADJ UNCH    2 0
 FN0018
 FN0018.Superseded values are not recommended for survey control.
 FN0018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0018.See file dsdata.txt to determine how the superseded data were derived.
 FN0018
 FN0018_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEV619735(NAD 83)
 FN0018_MARKER: DB = BENCH MARK DISK
 FN0018_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FN0018_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FN0018_STAMPING: D-104 1934
 FN0018_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FN0018+STABILITY: SURFACE MOTION
 FN0018
 FN0018  HISTORY     - Date     Condition        Report By
 FN0018  HISTORY     - 1934     MONUMENTED       CGS
 FN0018
 FN0018                          STATION DESCRIPTION
 FN0018
 FN0018'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FN0018'8.8 MI W FROM ROY.
 FN0018'8.8 MILES WEST OF SOUTHERN PACIFIC DEPOT AT ROY 520 FEET WEST OF NORTH
 FN0018'STONE HEADWALL OF GALVANIZED PIPE CULVERT.  45 FEET NORTH OF
 FN0018'CENTERLINE OF STATE HIGHWAY 62.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0019 ***********************************************************************
 FN0019  DESIGNATION -  D 104 RESET
 FN0019  PID         -  FN0019
 FN0019  STATE/COUNTY-  NM/HARDING
 FN0019  USGS QUAD   -  BEAVER CANYON (1971)
 FN0019
 FN0019                         *CURRENT SURVEY CONTROL
 FN0019  ___________________________________________________________________
 FN0019* NAD 83(1986)-  35 54 16.     (N)    104 18 50.     (W)     SCALED    
 FN0019* NAVD 88     -      1706.16   (+/-2cm)    5597.6    (feet)  VERTCON   
 FN0019  ___________________________________________________________________
 FN0019  GEOID HEIGHT-         -19.79  (meters)                     GEOID03
 FN0019
 FN0019  VERT ORDER  -  THIRD (See Below)
 FN0019
 FN0019.The horizontal coordinates were scaled from a topographic map and have
 FN0019.an estimated accuracy of +/- 6 seconds.
 FN0019
 FN0019.The NAVD 88 height was computed by applying the VERTCON shift value to
 FN0019.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FN0019.The vertical order pertains to the NGVD 29 superseded value.
 FN0019
 FN0019.The geoid height was determined by GEOID03.
 FN0019
 FN0019;                    North         East    Units  Estimated Accuracy
 FN0019;SPC NM E     -   543,920.      166,760.      MT  (+/- 180 meters Scaled)
 FN0019
 FN0019                          SUPERSEDED SURVEY CONTROL
 FN0019
 FN0019  NGVD 29 (??/??/??) 1705.38   (m)         5595.1    (f) RESET       3  
 FN0019
 FN0019.Superseded values are not recommended for survey control.
 FN0019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0019.See file dsdata.txt to determine how the superseded data were derived.
 FN0019
 FN0019_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEV619735(NAD 83)
 FN0019_MARKER: DB = BENCH MARK DISK
 FN0019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FN0019_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FN0019_STAMPING: D 104 RESET 1958
 FN0019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FN0019+STABILITY: SURFACE MOTION
 FN0019
 FN0019  HISTORY     - Date     Condition        Report By
 FN0019  HISTORY     - 1958     MONUMENTED       CGS
 FN0019  HISTORY     - 1960     GOOD             NGS
 FN0019
 FN0019                          STATION DESCRIPTION
 FN0019
 FN0019'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 FN0019'8.8 MI W FROM ROY.
 FN0019'8.8 MILES WEST ALONG STATE HIGHWAY 120 FROM THE HIGH SCHOOL AT ROY,
 FN0019'ABOUT 130 YARDS WEST OF A 4 FOOT ROUND STEEL CULVERT, 126 FEET
 FN0019'SOUTHWEST OF THE SOUTH END OF AN EARTH DAM WHICH FORMS A WATER HOLE
 FN0019'AND 75 FEET NORTH OF THE CENTER OF HIGHWAY 120.  A STANDARD DISK
 FN0019'STAMPED D 104 RESET 1958, SET IN A ROUND CONCRETE POST WHICH PROJECTS
 FN0019'4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0959 ***********************************************************************
 GL0959  DESIGNATION -  D 105
 GL0959  PID         -  GL0959
 GL0959  STATE/COUNTY-  NM/HARDING
 GL0959  USGS QUAD   -  VALENCIA SPRING (1973)
 GL0959
 GL0959                         *CURRENT SURVEY CONTROL
 GL0959  ___________________________________________________________________
 GL0959* NAD 83(1986)-  36 03 29.     (N)    103 55 02.     (W)     SCALED    
 GL0959* NAVD 88     -      1707.841  (meters)    5603.14   (feet)  ADJUSTED  
 GL0959  ___________________________________________________________________
 GL0959  GEOID HEIGHT-         -19.86  (meters)                     GEOID03
 GL0959  DYNAMIC HT  -        1705.749 (meters)    5596.28  (feet)  COMP
 GL0959  MODELED GRAV-     979,346.0   (mgal)                       NAVD 88
 GL0959
 GL0959  VERT ORDER  -  SECOND    CLASS 0
 GL0959
 GL0959.The horizontal coordinates were scaled from a topographic map and have
 GL0959.an estimated accuracy of +/- 6 seconds.
 GL0959
 GL0959.The orthometric height was determined by differential leveling
 GL0959.and adjusted by the National Geodetic Survey in June 1991..
 GL0959
 GL0959.The geoid height was determined by GEOID03.
 GL0959
 GL0959.The dynamic height is computed by dividing the NAVD 88
 GL0959.geopotential number by the normal gravity value computed on the
 GL0959.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0959.degrees latitude (g = 980.6199 gals.).
 GL0959
 GL0959.The modeled gravity was interpolated from observed gravity values.
 GL0959
 GL0959;                    North         East    Units  Estimated Accuracy
 GL0959;SPC NM E     -   561,040.      202,490.      MT  (+/- 180 meters Scaled)
 GL0959
 GL0959                          SUPERSEDED SURVEY CONTROL
 GL0959
 GL0959  NGVD 29 (??/??/92) 1707.092  (m)         5600.68   (f) ADJ UNCH    2 0
 GL0959
 GL0959.Superseded values are not recommended for survey control.
 GL0959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0959.See file dsdata.txt to determine how the superseded data were derived.
 GL0959
 GL0959_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEV975909(NAD 83)
 GL0959_MARKER: DB = BENCH MARK DISK
 GL0959_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0959_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0959_STAMPING: D 105 1934
 GL0959_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0959+STABILITY: SURFACE MOTION
 GL0959
 GL0959  HISTORY     - Date     Condition        Report By
 GL0959  HISTORY     - 1934     MONUMENTED       CGS
 GL0959  HISTORY     - 1960     GOOD             NGS
 GL0959
 GL0959                          STATION DESCRIPTION
 GL0959
 GL0959'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GL0959'5.8 MI SW FROM YATES.
 GL0959'5.8 MILES SOUTHWEST ALONG STATE HIGHWAY 120 FROM THE SCHOOL IN YATES,
 GL0959'60 FEET NORTH OF THE CENTER OF HIGHWAY 120, 39 FEET NORTHEAST OF THE
 GL0959'CENTER OF A WIRE GATE, 26 FEET NORTH OF A FENCE AND 2 FEET WEST OF A
 GL0959'METAL WITNESS POST.  A STANDARD DISK STAMPED D 105 1934, SET IN A
 GL0959'ROUND CONCRETE POST WHICH PROJECTS 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0725 ***********************************************************************
 GL0725  DESIGNATION -  D 106
 GL0725  PID         -  GL0725
 GL0725  STATE/COUNTY-  NM/UNION
 GL0725  USGS QUAD   -  CLAYTON (1970)
 GL0725
 GL0725                         *CURRENT SURVEY CONTROL
 GL0725  ___________________________________________________________________
 GL0725* NAD 83(1986)-  36 26 57.     (N)    103 13 19.     (W)     SCALED    
 GL0725* NAVD 88     -      1546.078  (meters)    5072.42   (feet)  ADJUSTED  
 GL0725  ___________________________________________________________________
 GL0725  GEOID HEIGHT-         -21.91  (meters)                     GEOID03
 GL0725  DYNAMIC HT  -        1544.238 (meters)    5066.39  (feet)  COMP
 GL0725  MODELED GRAV-     979,387.5   (mgal)                       NAVD 88
 GL0725
 GL0725  VERT ORDER  -  FIRST     CLASS II
 GL0725
 GL0725.The horizontal coordinates were scaled from a topographic map and have
 GL0725.an estimated accuracy of +/- 6 seconds.
 GL0725
 GL0725.The orthometric height was determined by differential leveling
 GL0725.and adjusted by the National Geodetic Survey in June 1991..
 GL0725
 GL0725.The geoid height was determined by GEOID03.
 GL0725
 GL0725.The dynamic height is computed by dividing the NAVD 88
 GL0725.geopotential number by the normal gravity value computed on the
 GL0725.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0725.degrees latitude (g = 980.6199 gals.).
 GL0725
 GL0725.The modeled gravity was interpolated from observed gravity values.
 GL0725
 GL0725;                    North         East    Units  Estimated Accuracy
 GL0725;SPC NM E     -   604,930.      264,630.      MT  (+/- 180 meters Scaled)
 GL0725
 GL0725                          SUPERSEDED SURVEY CONTROL
 GL0725
 GL0725  NGVD 29 (??/??/92) 1545.335  (m)         5069.99   (f) ADJ UNCH    1 2
 GL0725
 GL0725.Superseded values are not recommended for survey control.
 GL0725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0725.See file dsdata.txt to determine how the superseded data were derived.
 GL0725
 GL0725_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA593352(NAD 83)
 GL0725_MARKER: DB = BENCH MARK DISK
 GL0725_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0725_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0725_STAMPING: D 106 1934
 GL0725_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0725+STABILITY: SURFACE MOTION
 GL0725
 GL0725  HISTORY     - Date     Condition        Report By
 GL0725  HISTORY     - 1934     MONUMENTED       CGS
 GL0725  HISTORY     - 1970     GOOD             USGS
 GL0725
 GL0725                          STATION DESCRIPTION
 GL0725
 GL0725'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 GL0725'2.2 MI W FROM CLAYTON.
 GL0725'CLAYTON, UNION CO., NEW MEXICO-- JCT OF US HWYS 87 AND 56, GO SW 0.6
 GL0725'MILE TO ROAD WEST, OPPOSITE CLAYTON MOTEL, THENCE 1.6 MILES ALONG
 GL0725'GRADED ROAD, 106 YARDS NORTHEAST OF A WINDMILL, 37 FT. SOUTH OF ROAD,
 GL0725'28 FT. EAST OF A FENCE CORNER AND 2 FT. NORTH OF FENCE.  A STANDARD
 GL0725'DISK STAMPED D 106 1934 SET IN A CONCRETE POST PROJECTING 0.6 FT ABOVE
 GL0725'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0491 ***********************************************************************
 FM0491  DESIGNATION -  D 107 RESET
 FM0491  PID         -  FM0491
 FM0491  STATE/COUNTY-  NM/UNION
 FM0491  USGS QUAD   -  CENTERVILLE CORNER (1971)
 FM0491
 FM0491                         *CURRENT SURVEY CONTROL
 FM0491  ___________________________________________________________________
 FM0491* NAD 83(1986)-  35 50 07.     (N)    103 09 38.     (W)     SCALED    
 FM0491* NAVD 88     -      1363.05   (+/-2cm)    4471.9    (feet)  VERTCON   
 FM0491  ___________________________________________________________________
 FM0491  GEOID HEIGHT-         -22.79  (meters)                     GEOID03
 FM0491
 FM0491  VERT ORDER  -  THIRD (See Below)
 FM0491
 FM0491.The horizontal coordinates were scaled from a topographic map and have
 FM0491.an estimated accuracy of +/- 6 seconds.
 FM0491
 FM0491.The NAVD 88 height was computed by applying the VERTCON shift value to
 FM0491.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FM0491.The vertical order pertains to the NGVD 29 superseded value.
 FM0491
 FM0491.The geoid height was determined by GEOID03.
 FM0491
 FM0491;                    North         East    Units  Estimated Accuracy
 FM0491;SPC NM E     -   536,880.      270,950.      MT  (+/- 180 meters Scaled)
 FM0491
 FM0491                          SUPERSEDED SURVEY CONTROL
 FM0491
 FM0491  NGVD 29 (??/??/??) 1362.42   (m)         4469.9    (f) RESET       3  
 FM0491
 FM0491.Superseded values are not recommended for survey control.
 FM0491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0491.See file dsdata.txt to determine how the superseded data were derived.
 FM0491
 FM0491_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFV661672(NAD 83)
 FM0491_MARKER: DB = BENCH MARK DISK
 FM0491_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0491_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0491_STAMPING: D 107 RESET 1936
 FM0491_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0491+STABILITY: SURFACE MOTION
 FM0491
 FM0491  HISTORY     - Date     Condition        Report By
 FM0491  HISTORY     - 1936     MONUMENTED       CGS
 FM0491  HISTORY     - 1971     MARK NOT FOUND   USGS
 FM0491
 FM0491                          STATION DESCRIPTION
 FM0491
 FM0491'DESCRIBED BY COAST AND GEODETIC SURVEY 1936
 FM0491'4.6 MI N FROM CENTERVILLE.
 FM0491'0.3 MILE NORTH OF SMALL BROWN FARM HOUSE ON WEST SIDE OF ROAD, TWO
 FM0491'FEET EAST OF FENCE LINE, 56 FEET EAST OF CENTERLINE OF HIGHWAY NO. 18.
 FM0491'ABOUT 5.8 MILES SOUTH OF AMISTAD, UNION COUNTY, N.M.
 FM0491
 FM0491                          STATION RECOVERY (1971)
 FM0491
 FM0491'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 FM0491'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0760 ***********************************************************************
 FM0760  DESIGNATION -  D 108
 FM0760  PID         -  FM0760
 FM0760  STATE/COUNTY-  NM/HARDING
 FM0760  USGS QUAD   -  INDIAN BATHTUB (1973)
 FM0760
 FM0760                         *CURRENT SURVEY CONTROL
 FM0760  ___________________________________________________________________
 FM0760* NAD 83(1986)-  35 49 53.     (N)    103 30 54.     (W)     SCALED    
 FM0760* NAVD 88     -      1434.015  (meters)    4704.76   (feet)  ADJUSTED  
 FM0760  ___________________________________________________________________
 FM0760  GEOID HEIGHT-         -21.59  (meters)                     GEOID03
 FM0760  DYNAMIC HT  -        1432.300 (meters)    4699.14  (feet)  COMP
 FM0760  MODELED GRAV-     979,386.7   (mgal)                       NAVD 88
 FM0760
 FM0760  VERT ORDER  -  SECOND    CLASS 0
 FM0760
 FM0760.The horizontal coordinates were scaled from a topographic map and have
 FM0760.an estimated accuracy of +/- 6 seconds.
 FM0760
 FM0760.The orthometric height was determined by differential leveling
 FM0760.and adjusted by the National Geodetic Survey in June 1991..
 FM0760
 FM0760.The geoid height was determined by GEOID03.
 FM0760
 FM0760.The dynamic height is computed by dividing the NAVD 88
 FM0760.geopotential number by the normal gravity value computed on the
 FM0760.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0760.degrees latitude (g = 980.6199 gals.).
 FM0760
 FM0760.The modeled gravity was interpolated from observed gravity values.
 FM0760
 FM0760;                    North         East    Units  Estimated Accuracy
 FM0760;SPC NM E     -   536,120.      238,940.      MT  (+/- 180 meters Scaled)
 FM0760
 FM0760                          SUPERSEDED SURVEY CONTROL
 FM0760
 FM0760  NGVD 29 (??/??/92) 1433.357  (m)         4702.61   (f) ADJ UNCH    2 0
 FM0760
 FM0760.Superseded values are not recommended for survey control.
 FM0760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0760.See file dsdata.txt to determine how the superseded data were derived.
 FM0760
 FM0760_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFV341662(NAD 83)
 FM0760_MARKER: DB = BENCH MARK DISK
 FM0760_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0760_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0760_STAMPING: D 108 1934
 FM0760_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0760+STABILITY: SURFACE MOTION
 FM0760
 FM0760  HISTORY     - Date     Condition        Report By
 FM0760  HISTORY     - 1934     MONUMENTED       CGS
 FM0760  HISTORY     - 1955     GOOD             NGS
 FM0760
 FM0760                          STATION DESCRIPTION
 FM0760
 FM0760'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 FM0760'4.1 MI W FROM ROSEBUD.
 FM0760'4.1 MILES WEST ALONG STATE HIGHWAY 65 FROM THE PUBLIC SCHOOL AT
 FM0760'ROSEBUD, 0.2 MILE NORTHEAST OF A CURVE IN THE HIGHWAY, 100 YARDS
 FM0760'SOUTHWEST OF THE TOP OF A HILL, 40 FEET SOUTHEAST OF THE CENTER LINE
 FM0760'OF THE HIGHWAY, 2 FEET EAST OF A WITNESS POST, SET IN THE TOP OF A
 FM0760'CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0004 ***********************************************************************
 EP0004  DESIGNATION -  D 109
 EP0004  PID         -  EP0004
 EP0004  STATE/COUNTY-  NM/DE BACA
 EP0004  USGS QUAD   -  GIBBONS RANCH (1982)
 EP0004
 EP0004                         *CURRENT SURVEY CONTROL
 EP0004  ___________________________________________________________________
 EP0004* NAD 83(1986)-  34 41 30.     (N)    104 25 41.     (W)     SCALED    
 EP0004* NAVD 88     -      1371.062  (meters)    4498.23   (feet)  ADJUSTED  
 EP0004  ___________________________________________________________________
 EP0004  GEOID HEIGHT-         -23.20  (meters)                     GEOID03
 EP0004  DYNAMIC HT  -        1369.243 (meters)    4492.26  (feet)  COMP
 EP0004  MODELED GRAV-     979,260.9   (mgal)                       NAVD 88
 EP0004
 EP0004  VERT ORDER  -  SECOND    CLASS 0
 EP0004
 EP0004.The horizontal coordinates were scaled from a topographic map and have
 EP0004.an estimated accuracy of +/- 6 seconds.
 EP0004
 EP0004.The orthometric height was determined by differential leveling
 EP0004.and adjusted by the National Geodetic Survey in June 1991..
 EP0004
 EP0004.The geoid height was determined by GEOID03.
 EP0004
 EP0004.The dynamic height is computed by dividing the NAVD 88
 EP0004.geopotential number by the normal gravity value computed on the
 EP0004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EP0004.degrees latitude (g = 980.6199 gals.).
 EP0004
 EP0004.The modeled gravity was interpolated from observed gravity values.
 EP0004
 EP0004;                    North         East    Units  Estimated Accuracy
 EP0004;SPC NM E     -   409,380.      156,320.      MT  (+/- 180 meters Scaled)
 EP0004
 EP0004                          SUPERSEDED SURVEY CONTROL
 EP0004
 EP0004  NGVD 29 (??/??/92) 1370.407  (m)         4496.08   (f) ADJ UNCH    2 0
 EP0004
 EP0004.Superseded values are not recommended for survey control.
 EP0004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EP0004.See file dsdata.txt to determine how the superseded data were derived.
 EP0004
 EP0004_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEU523390(NAD 83)
 EP0004_MARKER: DB = BENCH MARK DISK
 EP0004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EP0004_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EP0004_STAMPING: D-109 1934
 EP0004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EP0004+STABILITY: SURFACE MOTION
 EP0004
 EP0004  HISTORY     - Date     Condition        Report By
 EP0004  HISTORY     - 1934     MONUMENTED       CGS
 EP0004  HISTORY     - 1943     GOOD             NGS
 EP0004
 EP0004                          STATION DESCRIPTION
 EP0004
 EP0004'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EP0004'19.9 MI NW FROM FORT SUMNER.
 EP0004'19.9 MILES NORTHWEST OF A T AND S F RR DEPOT AT FORT SUMNER ON DE
 EP0004'BACA-GUADELUPE COUNTY LINE.  2 FEET SOUTH OF FENCE LINE.  45 FEET EAST
 EP0004'OF CENTERLINE OF STATE HIGHWAY 20.  NOTE-- ALONG ABANDONED HWY NO. 84,
 EP0004'ABOUT 0.9 MI N OF A WINDMILL AND TANK W OF HIGHWAY, 0.7 MI S OF ANGLE
 EP0004'POINT OF TELEPHONE LINE, ABOUT 400 FT S OF SIDE ROAD LEADING W.
 EP0004
 EP0004                          STATION RECOVERY (1943)
 EP0004
 EP0004'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1943
 EP0004'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0480 ***********************************************************************
 EO0480  DESIGNATION -  D 110
 EO0480  PID         -  EO0480
 EO0480  STATE/COUNTY-  NM/QUAY
 EO0480  USGS QUAD   -  RAGLAND (1987)
 EO0480
 EO0480                         *CURRENT SURVEY CONTROL
 EO0480  ___________________________________________________________________
 EO0480* NAD 83(1986)-  34 49 22.     (N)    103 40 34.     (W)     SCALED    
 EO0480* NAVD 88     -      1484.731  (meters)    4871.15   (feet)  ADJUSTED  
 EO0480  ___________________________________________________________________
 EO0480  GEOID HEIGHT-         -23.42  (meters)                     GEOID03
 EO0480  DYNAMIC HT  -        1482.771 (meters)    4864.72  (feet)  COMP
 EO0480  MODELED GRAV-     979,262.4   (mgal)                       NAVD 88
 EO0480
 EO0480  VERT ORDER  -  SECOND    CLASS 0
 EO0480
 EO0480.The horizontal coordinates were scaled from a topographic map and have
 EO0480.an estimated accuracy of +/- 6 seconds.
 EO0480
 EO0480.The orthometric height was determined by differential leveling
 EO0480.and adjusted by the National Geodetic Survey in June 1991..
 EO0480
 EO0480.The geoid height was determined by GEOID03.
 EO0480
 EO0480.The dynamic height is computed by dividing the NAVD 88
 EO0480.geopotential number by the normal gravity value computed on the
 EO0480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0480.degrees latitude (g = 980.6199 gals.).
 EO0480
 EO0480.The modeled gravity was interpolated from observed gravity values.
 EO0480
 EO0480;                    North         East    Units  Estimated Accuracy
 EO0480;SPC NM E     -   424,120.      225,120.      MT  (+/- 180 meters Scaled)
 EO0480
 EO0480                          SUPERSEDED SURVEY CONTROL
 EO0480
 EO0480  NGVD 29 (??/??/92) 1484.051  (m)         4868.92   (f) ADJ UNCH    2 0
 EO0480
 EO0480.Superseded values are not recommended for survey control.
 EO0480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0480.See file dsdata.txt to determine how the superseded data were derived.
 EO0480
 EO0480_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFU210541(NAD 83)
 EO0480_MARKER: DB = BENCH MARK DISK
 EO0480_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EO0480_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EO0480_STAMPING: D-110 1934
 EO0480_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EO0480+STABILITY: SURFACE MOTION
 EO0480
 EO0480  HISTORY     - Date     Condition        Report By
 EO0480  HISTORY     - 1934     MONUMENTED       CGS
 EO0480  HISTORY     - 1951     MARK NOT FOUND   LOCSUR
 EO0480
 EO0480                          STATION DESCRIPTION
 EO0480
 EO0480'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EO0480'3.8 MI E FROM RAGLAND.
 EO0480'3.8 MILES EAST OF RAGLAND 0.2 MILE WEST OF NORTH AND SOUTH SECTION
 EO0480'LINE ROAD.  2 FEET SOUTH OF FENCE LINE.  43 FEET NORTH OF CENTERLINE
 EO0480'OF STATE HIGHWAY 18.
 EO0480
 EO0480                          STATION RECOVERY (1951)
 EO0480
 EO0480'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1951
 EO0480'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0672 ***********************************************************************
 FM0672  DESIGNATION -  D 112
 FM0672  PID         -  FM0672
 FM0672  STATE/COUNTY-  NM/QUAY
 FM0672  USGS QUAD   -  LESBIA (1968)
 FM0672
 FM0672                         *CURRENT SURVEY CONTROL
 FM0672  ___________________________________________________________________
 FM0672* NAD 83(1986)-  35 09 20.     (N)    103 32 39.     (W)     SCALED    
 FM0672* NAVD 88     -      1201.893  (meters)    3943.21   (feet)  ADJUSTED  
 FM0672  ___________________________________________________________________
 FM0672  GEOID HEIGHT-         -23.43  (meters)                     GEOID03
 FM0672  DYNAMIC HT  -        1200.402 (meters)    3938.32  (feet)  COMP
 FM0672  MODELED GRAV-     979,352.5   (mgal)                       NAVD 88
 FM0672
 FM0672  VERT ORDER  -  SECOND    CLASS 0
 FM0672
 FM0672.The horizontal coordinates were scaled from a topographic map and have
 FM0672.an estimated accuracy of +/- 6 seconds.
 FM0672
 FM0672.The orthometric height was determined by differential leveling
 FM0672.and adjusted by the National Geodetic Survey in June 1991..
 FM0672
 FM0672.The geoid height was determined by GEOID03.
 FM0672
 FM0672.The dynamic height is computed by dividing the NAVD 88
 FM0672.geopotential number by the normal gravity value computed on the
 FM0672.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0672.degrees latitude (g = 980.6199 gals.).
 FM0672
 FM0672.The modeled gravity was interpolated from observed gravity values.
 FM0672
 FM0672;                    North         East    Units  Estimated Accuracy
 FM0672;SPC NM E     -   461,120.      236,900.      MT  (+/- 180 meters Scaled)
 FM0672
 FM0672                          SUPERSEDED SURVEY CONTROL
 FM0672
 FM0672  NGVD 29 (??/??/92) 1201.304  (m)         3941.28   (f) ADJ UNCH    2 0
 FM0672
 FM0672.Superseded values are not recommended for survey control.
 FM0672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0672.See file dsdata.txt to determine how the superseded data were derived.
 FM0672
 FM0672_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFU326912(NAD 83)
 FM0672_MARKER: DB = BENCH MARK DISK
 FM0672_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0672_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0672_STAMPING: D-112 1934
 FM0672_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0672+STABILITY: SURFACE MOTION
 FM0672
 FM0672  HISTORY     - Date     Condition        Report By
 FM0672  HISTORY     - 1934     MONUMENTED       CGS
 FM0672
 FM0672                          STATION DESCRIPTION
 FM0672
 FM0672'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FM0672'11.3 MI E FROM TUCUMCARI.
 FM0672'11.3 MILES EAST OF COURTHOUSE AT TUCUMCARI 122 FEET NORTHEAST OF
 FM0672'FOURTH TELEGRAPH POLE WEST OF MILE POST 863.  2 FEET SOUTH OF
 FM0672'RIGHT-OF-WAY FENCE LINE.  148 FEET NORTH OF CENTERLINE OF ROCK ISLAND
 FM0672'RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0162 ***********************************************************************
 EP0162  DESIGNATION -  D 12
 EP0162  PID         -  EP0162
 EP0162  STATE/COUNTY-  NM/GUADALUPE
 EP0162  USGS QUAD   -  PASTURA (1978)
 EP0162
 EP0162                         *CURRENT SURVEY CONTROL
 EP0162  ___________________________________________________________________
 EP0162* NAD 83(1986)-  34 47 01.     (N)    104 56 44.     (W)     SCALED    
 EP0162* NAVD 88     -      1613.519  (meters)    5293.69   (feet)  ADJUSTED  
 EP0162  ___________________________________________________________________
 EP0162  GEOID HEIGHT-         -21.53  (meters)                     GEOID03
 EP0162  DYNAMIC HT  -        1611.326 (meters)    5286.49  (feet)  COMP
 EP0162  MODELED GRAV-     979,218.6   (mgal)                       NAVD 88
 EP0162
 EP0162  VERT ORDER  -  FIRST     CLASS II
 EP0162
 EP0162.The horizontal coordinates were scaled from a topographic map and have
 EP0162.an estimated accuracy of +/- 6 seconds.
 EP0162
 EP0162.The orthometric height was determined by differential leveling
 EP0162.and adjusted by the National Geodetic Survey in June 1991..
 EP0162
 EP0162.The geoid height was determined by GEOID03.
 EP0162
 EP0162.The dynamic height is computed by dividing the NAVD 88
 EP0162.geopotential number by the normal gravity value computed on the
 EP0162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EP0162.degrees latitude (g = 980.6199 gals.).
 EP0162
 EP0162.The modeled gravity was interpolated from observed gravity values.
 EP0162
 EP0162;                    North         East    Units  Estimated Accuracy
 EP0162;SPC NM E     -   419,750.      108,970.      MT  (+/- 180 meters Scaled)
 EP0162
 EP0162                          SUPERSEDED SURVEY CONTROL
 EP0162
 EP0162  NGVD 29 (??/??/92) 1612.792  (m)         5291.30   (f) ADJ UNCH    1 2
 EP0162
 EP0162.Superseded values are not recommended for survey control.
 EP0162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EP0162.See file dsdata.txt to determine how the superseded data were derived.
 EP0162
 EP0162_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEU049490(NAD 83)
 EP0162_MARKER: DB = BENCH MARK DISK
 EP0162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EP0162_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EP0162_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EP0162+STABILITY: SURFACE MOTION
 EP0162
 EP0162  HISTORY     - Date     Condition        Report By
 EP0162  HISTORY     - UNK      MONUMENTED       CGS
 EP0162  HISTORY     - 1927     GOOD             NGS
 EP0162  HISTORY     - 1974     MARK NOT FOUND   USGS
 EP0162
 EP0162                          STATION DESCRIPTION
 EP0162
 EP0162'DESCRIBED BY NATIONAL GEODETIC SURVEY 1927
 EP0162'IN PASTURA.
 EP0162'IN RIGHT OF WAY OF S.P.RY. 36 FT. NORTHWEST OF CENTERLINE OF MAIN
 EP0162'TRACK, 190 YARDS SOUTH OF RAILROAD STATION AT PASTURA.
 EP0162
 EP0162                          STATION RECOVERY (1974)
 EP0162
 EP0162'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 EP0162'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS1113 ***********************************************************************
 DS1113  DESIGNATION -  D 122
 DS1113  PID         -  DS1113
 DS1113  STATE/COUNTY-  NM/SOCORRO
 DS1113  USGS QUAD   -  KELLOG WELL (1965)
 DS1113
 DS1113                         *CURRENT SURVEY CONTROL
 DS1113  ___________________________________________________________________
 DS1113* NAD 83(1986)-  33 58 18.     (N)    107 37 42.     (W)     SCALED    
 DS1113* NAVD 88     -      2242.803  (meters)    7358.26   (feet)  ADJUSTED  
 DS1113  ___________________________________________________________________
 DS1113  GEOID HEIGHT-         -21.72  (meters)                     GEOID03
 DS1113  DYNAMIC HT  -        2239.234 (meters)    7346.55  (feet)  COMP
 DS1113  MODELED GRAV-     978,964.2   (mgal)                       NAVD 88
 DS1113
 DS1113  VERT ORDER  -  SECOND    CLASS 0
 DS1113
 DS1113.The horizontal coordinates were scaled from a topographic map and have
 DS1113.an estimated accuracy of +/- 6 seconds.
 DS1113
 DS1113.The orthometric height was determined by differential leveling
 DS1113.and adjusted by the National Geodetic Survey in June 1991..
 DS1113
 DS1113.The geoid height was determined by GEOID03.
 DS1113
 DS1113.The dynamic height is computed by dividing the NAVD 88
 DS1113.geopotential number by the normal gravity value computed on the
 DS1113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS1113.degrees latitude (g = 980.6199 gals.).
 DS1113
 DS1113.The modeled gravity was interpolated from observed gravity values.
 DS1113
 DS1113;                    North         East    Units  Estimated Accuracy
 DS1113;SPC NM C     -   330,370.      372,630.      MT  (+/- 180 meters Scaled)
 DS1113
 DS1113                          SUPERSEDED SURVEY CONTROL
 DS1113
 DS1113  NGVD 29 (??/??/92) 2241.845  (m)         7355.12   (f) ADJ UNCH    2 0
 DS1113
 DS1113.Superseded values are not recommended for survey control.
 DS1113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS1113.See file dsdata.txt to determine how the superseded data were derived.
 DS1113
 DS1113_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBT571621(NAD 83)
 DS1113_MARKER: DB = BENCH MARK DISK
 DS1113_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS1113_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS1113_STAMPING: D-122 1934
 DS1113_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS1113+STABILITY: SURFACE MOTION
 DS1113
 DS1113  HISTORY     - Date     Condition        Report By
 DS1113  HISTORY     - 1934     MONUMENTED       CGS
 DS1113  HISTORY     - 1964     MARK NOT FOUND   USGS
 DS1113
 DS1113                          STATION DESCRIPTION
 DS1113
 DS1113'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DS1113'15.1 MI E FROM DATIL.
 DS1113'15.1 MI E ON U.S. HWY NO. 60, AND 6.7 MI S ON RD TO BEAVERHEAD 0.1 MI.
 DS1113'S. OF A GRAVEL WASH, IN CENTER OF ANGLE FORMED BY A DIM ROAD TO N.E.
 DS1113'AND BLACK CANYON ROAD, AND 26 FT. E. OF CENTER LINE OF ANGLE IN ROAD.
 DS1113'NOTE-- RD.  WIDENED.
 DS1113
 DS1113                          STATION RECOVERY (1964)
 DS1113
 DS1113'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 DS1113'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0057 ***********************************************************************
 DT0057  DESIGNATION -  D 123
 DT0057  PID         -  DT0057
 DT0057  STATE/COUNTY-  NM/CATRON
 DT0057  USGS QUAD   -  SPRING CANYON (1967)
 DT0057
 DT0057                         *CURRENT SURVEY CONTROL
 DT0057  ___________________________________________________________________
 DT0057* NAD 83(1986)-  33 28 25.     (N)    108 07 27.     (W)     SCALED    
 DT0057* NAVD 88     -      2090.353  (meters)    6858.10   (feet)  ADJUSTED  
 DT0057  ___________________________________________________________________
 DT0057  GEOID HEIGHT-         -22.38  (meters)                     GEOID03
 DT0057  DYNAMIC HT  -        2087.013 (meters)    6847.14  (feet)  COMP
 DT0057  MODELED GRAV-     978,964.4   (mgal)                       NAVD 88
 DT0057
 DT0057  VERT ORDER  -  SECOND    CLASS 0
 DT0057
 DT0057.The horizontal coordinates were scaled from a topographic map and have
 DT0057.an estimated accuracy of +/- 6 seconds.
 DT0057
 DT0057.The orthometric height was determined by differential leveling
 DT0057.and adjusted by the National Geodetic Survey in June 1991..
 DT0057
 DT0057.The geoid height was determined by GEOID03.
 DT0057
 DT0057.The dynamic height is computed by dividing the NAVD 88
 DT0057.geopotential number by the normal gravity value computed on the
 DT0057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0057.degrees latitude (g = 980.6199 gals.).
 DT0057
 DT0057.The modeled gravity was interpolated from observed gravity values.
 DT0057
 DT0057;                    North         East    Units  Estimated Accuracy
 DT0057;SPC NM W     -   274,320.      802,970.      MT  (+/- 180 meters Scaled)
 DT0057
 DT0057                          SUPERSEDED SURVEY CONTROL
 DT0057
 DT0057  NGVD 29 (??/??/92) 2089.431  (m)         6855.07   (f) ADJ UNCH    2 0
 DT0057
 DT0057.Superseded values are not recommended for survey control.
 DT0057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0057.See file dsdata.txt to determine how the superseded data were derived.
 DT0057
 DT0057_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYC672074(NAD 83)
 DT0057_MARKER: DB = BENCH MARK DISK
 DT0057_SETTING: 66 = SET IN ROCK OUTCROP
 DT0057_SP_SET: ROCK OUTCROP
 DT0057_STAMPING: D-123 1934
 DT0057_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DT0057+STABILITY: POSITION/ELEVATION WELL
 DT0057
 DT0057  HISTORY     - Date     Condition        Report By
 DT0057  HISTORY     - 1934     MONUMENTED       CGS
 DT0057  HISTORY     - 1941     GOOD             NGS
 DT0057
 DT0057                          STATION DESCRIPTION
 DT0057
 DT0057'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DT0057'2.1 MI N FROM BEAVERHEAD RANGER STA.
 DT0057'2.1 MI. N. ALONG ROAD TO MAGADALENA.  AT THE N. BASE OF A SMALL ROCK
 DT0057'CLIFF, 27 FT. S. OF THE CENTER LINE OF ROAD, 18 FT. S. OF THE S. END
 DT0057'OF LARGE CULVERT, AND SET IN GRAY COLORED ROCK OUTCROP, ABOUT 2 FT
 DT0057'ABOVE LEVEL OF ROAD BED.
 DT0057
 DT0057                          STATION RECOVERY (1941)
 DT0057
 DT0057'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1941
 DT0057'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0084 ***********************************************************************
 DT0084  DESIGNATION -  D 124
 DT0084  PID         -  DT0084
 DT0084  STATE/COUNTY-  NM/GRANT
 DT0084  USGS QUAD   -  NORTH STAR MESA (1965)
 DT0084
 DT0084                         *CURRENT SURVEY CONTROL
 DT0084  ___________________________________________________________________
 DT0084* NAD 83(1986)-  33 00 46.     (N)    108 01 52.     (W)     SCALED    
 DT0084* NAVD 88     -      2184.155  (meters)    7165.85   (feet)  ADJUSTED  
 DT0084  ___________________________________________________________________
 DT0084  GEOID HEIGHT-         -22.89  (meters)                     GEOID03
 DT0084  DYNAMIC HT  -        2180.567 (meters)    7154.08  (feet)  COMP
 DT0084  MODELED GRAV-     978,916.4   (mgal)                       NAVD 88
 DT0084
 DT0084  VERT ORDER  -  SECOND    CLASS 0
 DT0084
 DT0084.The horizontal coordinates were scaled from a topographic map and have
 DT0084.an estimated accuracy of +/- 6 seconds.
 DT0084
 DT0084.The orthometric height was determined by differential leveling
 DT0084.and adjusted by the National Geodetic Survey in June 1991..
 DT0084
 DT0084.The geoid height was determined by GEOID03.
 DT0084
 DT0084.The dynamic height is computed by dividing the NAVD 88
 DT0084.geopotential number by the normal gravity value computed on the
 DT0084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0084.degrees latitude (g = 980.6199 gals.).
 DT0084
 DT0084.The modeled gravity was interpolated from observed gravity values.
 DT0084
 DT0084;                    North         East    Units  Estimated Accuracy
 DT0084;SPC NM W     -   223,190.      811,520.      MT  (+/- 180 meters Scaled)
 DT0084
 DT0084                          SUPERSEDED SURVEY CONTROL
 DT0084
 DT0084  NGVD 29 (??/??/92) 2183.169  (m)         7162.61   (f) ADJ UNCH    2 0
 DT0084
 DT0084.Superseded values are not recommended for survey control.
 DT0084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0084.See file dsdata.txt to determine how the superseded data were derived.
 DT0084
 DT0084_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYB773566(NAD 83)
 DT0084_MARKER: DB = BENCH MARK DISK
 DT0084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DT0084_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DT0084_STAMPING: D-124 1934
 DT0084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DT0084+STABILITY: SURFACE MOTION
 DT0084
 DT0084  HISTORY     - Date     Condition        Report By
 DT0084  HISTORY     - 1934     MONUMENTED       CGS
 DT0084
 DT0084                          STATION DESCRIPTION
 DT0084
 DT0084'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DT0084'13.5 MI N FROM MIMBRES.
 DT0084'13.5 MI. N. ALONG ROAD TO BEAVERHEAD.  AT THE FOOT OF A SMALL GRADE,
 DT0084'AND 14 FT. W. OF THE CENTER LINE OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1190 ***********************************************************************
 CX1190  DESIGNATION -  D 125
 CX1190  PID         -  CX1190
 CX1190  STATE/COUNTY-  NM/LUNA
 CX1190  USGS QUAD   -  TAYLOR MOUNTAIN (1985)
 CX1190
 CX1190                         *CURRENT SURVEY CONTROL
 CX1190  ___________________________________________________________________
 CX1190* NAD 83(1986)-  32 30 21.     (N)    107 53 18.     (W)     SCALED    
 CX1190* NAVD 88     -      1503.847  (meters)    4933.87   (feet)  POSTED    
 CX1190  ___________________________________________________________________
 CX1190  GEOID HEIGHT-         -24.08  (meters)                     GEOID03
 CX1190  DYNAMIC HT  -        1501.560 (meters)    4926.37  (feet)  COMP
 CX1190  MODELED GRAV-     979,064.1   (mgal)                       NAVD 88
 CX1190
 CX1190  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 CX1190
 CX1190.The horizontal coordinates were scaled from a topographic map and have
 CX1190.an estimated accuracy of +/- 6 seconds.
 CX1190
 CX1190.The orthometric height was determined by differential leveling
 CX1190.and adjusted by the National Geodetic Survey in 1992..
 CX1190.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 CX1190.rate of 2.1 thru 3.0 mm/km.
 CX1190
 CX1190.The geoid height was determined by GEOID03.
 CX1190
 CX1190.The dynamic height is computed by dividing the NAVD 88
 CX1190.geopotential number by the normal gravity value computed on the
 CX1190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX1190.degrees latitude (g = 980.6199 gals.).
 CX1190
 CX1190.The modeled gravity was interpolated from observed gravity values.
 CX1190
 CX1190;                    North         East    Units  Estimated Accuracy
 CX1190;SPC NM W     -   166,960.      824,830.      MT  (+/- 180 meters Scaled)
 CX1190
 CX1190                          SUPERSEDED SURVEY CONTROL
 CX1190
 CX1190  NGVD 29 (??/??/92) 1503.054  (m)         4931.27   (f) ADJ UNCH    2 0
 CX1190
 CX1190.Superseded values are not recommended for survey control.
 CX1190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1190.See file dsdata.txt to determine how the superseded data were derived.
 CX1190
 CX1190_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBS286001(NAD 83)
 CX1190_MARKER: DB = BENCH MARK DISK
 CX1190_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX1190_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CX1190_STAMPING: D 125 1934
 CX1190_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX1190+STABILITY: SURFACE MOTION
 CX1190
 CX1190  HISTORY     - Date     Condition        Report By
 CX1190  HISTORY     - 1934     MONUMENTED       CGS
 CX1190  HISTORY     - 1953     GOOD             NGS
 CX1190
 CX1190                          STATION DESCRIPTION
 CX1190
 CX1190'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CX1190'12.7 MI S FROM DWYER.
 CX1190'12.7 MILES SOUTH ALONG NEW MEXICO STATE HIGHWAY 61 FROM THE GRADE
 CX1190'SCHOOL AT DWYER, 35 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 3.0
 CX1190'FEET NORTH OF A WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN
 CX1190'THE TOP OF A CONCRETE POST PROJECTING 0.9 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0069 ***********************************************************************
 CY0069  DESIGNATION -  D 126
 CY0069  PID         -  CY0069
 CY0069  STATE/COUNTY-  NM/GRANT
 CY0069  USGS QUAD   -  TYRONE (1992)
 CY0069
 CY0069                         *CURRENT SURVEY CONTROL
 CY0069  ___________________________________________________________________
 CY0069* NAD 83(1986)-  32 38 54.     (N)    108 20 48.     (W)     SCALED    
 CY0069* NAVD 88     -      1838.50   (+/-2cm)    6031.8    (feet)  VERTCON   
 CY0069  ___________________________________________________________________
 CY0069  GEOID HEIGHT-         -24.21  (meters)                     GEOID03
 CY0069
 CY0069  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CY0069
 CY0069.The horizontal coordinates were scaled from a topographic map and have
 CY0069.an estimated accuracy of +/- 6 seconds.
 CY0069
 CY0069.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0069.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0069.The vertical order pertains to the NGVD 29 superseded value.
 CY0069
 CY0069.The geoid height was determined by GEOID03.
 CY0069
 CY0069;                    North         East    Units  Estimated Accuracy
 CY0069;SPC NM W     -   182,880.      781,840.      MT  (+/- 180 meters Scaled)
 CY0069
 CY0069                          SUPERSEDED SURVEY CONTROL
 CY0069
 CY0069  NGVD 29 (??/??/92) 1837.552  (m)         6028.70   (f) ADJ UNCH    2 0
 CY0069
 CY0069.Superseded values are not recommended for survey control.
 CY0069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0069.See file dsdata.txt to determine how the superseded data were derived.
 CY0069
 CY0069_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYB488154(NAD 83)
 CY0069_MARKER: DB = BENCH MARK DISK
 CY0069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0069_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0069_STAMPING: D 126 1934
 CY0069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0069+STABILITY: SURFACE MOTION
 CY0069
 CY0069  HISTORY     - Date     Condition        Report By
 CY0069  HISTORY     - 1934     MONUMENTED       CGS
 CY0069  HISTORY     - 1953     MARK NOT FOUND   NGS
 CY0069
 CY0069                          STATION DESCRIPTION
 CY0069
 CY0069'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CY0069'10.4 MI SW FROM SILVER CITY.
 CY0069'10.4 MILES SOUTHWEST ALONG STATE HIGHWAY 180 FROM THE COURTHOUSE AT
 CY0069'SILVER CITY, GRANT COUNTY, THENCE ABOUT 0.5 MILE NORTH ALONG THE
 CY0069'TYRONE ROAD TO THE OLD HIGHWAY, ABOUT 1.1 MILES EAST OF TYRONE, ABOUT
 CY0069'116 FEET NORTH OF THE CENTER LINE OF THE ROAD, AND 20 FEET WEST OF THE
 CY0069'CENTER LINE OF THE OLD HIGHWAY.  A STANDARD DISK, STAMPED D 126 1934
 CY0069'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1146 ***********************************************************************
 CX1146  DESIGNATION -  D 127
 CX1146  PID         -  CX1146
 CX1146  STATE/COUNTY-  NM/GRANT
 CX1146  USGS QUAD   -  HILLSBORO PEAK (1985)
 CX1146
 CX1146                         *CURRENT SURVEY CONTROL
 CX1146  ___________________________________________________________________
 CX1146* NAD 83(1986)-  32 53 49.     (N)    107 49 29.     (W)     SCALED    
 CX1146* NAVD 88     -      2106.576  (meters)    6911.32   (feet)  ADJUSTED  
 CX1146  ___________________________________________________________________
 CX1146  GEOID HEIGHT-         -22.89  (meters)                     GEOID03
 CX1146  DYNAMIC HT  -        2103.130 (meters)    6900.02  (feet)  COMP
 CX1146  MODELED GRAV-     978,926.8   (mgal)                       NAVD 88
 CX1146
 CX1146  VERT ORDER  -  SECOND    CLASS 0
 CX1146
 CX1146.The horizontal coordinates were scaled from a topographic map and have
 CX1146.an estimated accuracy of +/- 6 seconds.
 CX1146
 CX1146.The orthometric height was determined by differential leveling
 CX1146.and adjusted by the National Geodetic Survey in June 1991..
 CX1146
 CX1146.The geoid height was determined by GEOID03.
 CX1146
 CX1146.The dynamic height is computed by dividing the NAVD 88
 CX1146.geopotential number by the normal gravity value computed on the
 CX1146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX1146.degrees latitude (g = 980.6199 gals.).
 CX1146
 CX1146.The modeled gravity was interpolated from observed gravity values.
 CX1146
 CX1146;                    North         East    Units  Estimated Accuracy
 CX1146;SPC NM W     -   210,330.      830,810.      MT  (+/- 180 meters Scaled)
 CX1146
 CX1146                          SUPERSEDED SURVEY CONTROL
 CX1146
 CX1146  NGVD 29 (??/??/92) 2105.627  (m)         6908.21   (f) ADJ UNCH    2 0
 CX1146
 CX1146.Superseded values are not recommended for survey control.
 CX1146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1146.See file dsdata.txt to determine how the superseded data were derived.
 CX1146
 CX1146_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBS357434(NAD 83)
 CX1146_MARKER: DB = BENCH MARK DISK
 CX1146_SETTING: 80 = SET IN A BOULDER
 CX1146_STAMPING: D 127 1934
 CX1146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX1146+STABILITY: SURFACE MOTION
 CX1146
 CX1146  HISTORY     - Date     Condition        Report By
 CX1146  HISTORY     - 1934     MONUMENTED       CGS
 CX1146  HISTORY     - 1953     GOOD             NGS
 CX1146
 CX1146                          STATION DESCRIPTION
 CX1146
 CX1146'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CX1146'11.85 MI NE FROM SAN LORENZO.
 CX1146'11.85 MILES NORTHEAST ALONG STATE HIGHWAY 180 FROM THE POST OFFICE AT
 CX1146'SAN LORENZO, 0.85 MILE NORTHEAST OF A BRIDGE, AT THE WEST END OF A
 CX1146'SMALL ROCKY RIDGE, 160 FEET SOUTHEAST OF THE SOUTHEAST EDGE OF A WASH,
 CX1146'39 FEET EAST OF THE EAST END OF THE SOUTH HEADWALL OF A STONE CULVERT,
 CX1146'28 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 1.7 FEET SOUTHEAST OF
 CX1146'A WITNESS POST, 1.2 FEET ABOVE THE GROUND, SET IN THE TOP OF A 3X5
 CX1146'FOOT BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0039 ***********************************************************************
 DT0039  DESIGNATION -  D 128
 DT0039  PID         -  DT0039
 DT0039  STATE/COUNTY-  NM/CATRON
 DT0039  USGS QUAD   -  O BAR O CANYON WEST (1981)
 DT0039
 DT0039                         *CURRENT SURVEY CONTROL
 DT0039  ___________________________________________________________________
 DT0039* NAD 83(1986)-  33 32 42.     (N)    108 17 06.     (W)     SCALED    
 DT0039* NAVD 88     -      2222.477  (meters)    7291.58   (feet)  ADJUSTED  
 DT0039  ___________________________________________________________________
 DT0039  GEOID HEIGHT-         -22.32  (meters)                     GEOID03
 DT0039  DYNAMIC HT  -        2218.866 (meters)    7279.73  (feet)  COMP
 DT0039  MODELED GRAV-     978,932.3   (mgal)                       NAVD 88
 DT0039
 DT0039  VERT ORDER  -  SECOND    CLASS 0
 DT0039
 DT0039.The horizontal coordinates were scaled from a topographic map and have
 DT0039.an estimated accuracy of +/- 6 seconds.
 DT0039
 DT0039.The orthometric height was determined by differential leveling
 DT0039.and adjusted by the National Geodetic Survey in June 1991..
 DT0039
 DT0039.The geoid height was determined by GEOID03.
 DT0039
 DT0039.The dynamic height is computed by dividing the NAVD 88
 DT0039.geopotential number by the normal gravity value computed on the
 DT0039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0039.degrees latitude (g = 980.6199 gals.).
 DT0039
 DT0039.The modeled gravity was interpolated from observed gravity values.
 DT0039
 DT0039;                    North         East    Units  Estimated Accuracy
 DT0039;SPC NM W     -   282,290.      788,060.      MT  (+/- 180 meters Scaled)
 DT0039
 DT0039                          SUPERSEDED SURVEY CONTROL
 DT0039
 DT0039  NGVD 29 (??/??/92) 2221.473  (m)         7288.28   (f) ADJ UNCH    2 0
 DT0039
 DT0039.Superseded values are not recommended for survey control.
 DT0039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0039.See file dsdata.txt to determine how the superseded data were derived.
 DT0039
 DT0039_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYC520150(NAD 83)
 DT0039_MARKER: DB = BENCH MARK DISK
 DT0039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DT0039_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DT0039_STAMPING: D-128 1934
 DT0039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DT0039+STABILITY: SURFACE MOTION
 DT0039
 DT0039  HISTORY     - Date     Condition        Report By
 DT0039  HISTORY     - 1934     MONUMENTED       CGS
 DT0039  HISTORY     - 1975     GOOD             USGS
 DT0039
 DT0039                          STATION DESCRIPTION
 DT0039
 DT0039'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DT0039'13.7 MI NW FROM BEAVERHEAD R STA.
 DT0039'13.7 MI. NW OF BEAVERHEAD RANGER STATION, ON RD TO MOGOLLON.  ABOUT
 DT0039'1/4 MI. N.E. OF A RANCH HOUSE, ABOUT 175 YDS. E. OF A LONE CLUSTER OF
 DT0039'PINE TREES ON THE SIDE OF A HILL, ABOUT 30 FT. S. OF THE CENTERLINE OF
 DT0039'THE ROAD, AND 2 FT. N. OF THE FENCE LINE.
 DT0039
 DT0039                          STATION RECOVERY (1975)
 DT0039
 DT0039'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 DT0039'13.7 MI NORTHWEST ALONG STATE HIGHWAYS 61 AND 78 FROM THE RANGER
 DT0039'STATION AT BEAVERHEAD., 0.3 MI NE OF RANCH HOUSE, IN NE 1/4 OF SEC 9,
 DT0039'T 9 S, R 14 W, 0.1 MI EAST OF CATTLEGUARD, 17 FT. SOUTH OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0279 ***********************************************************************
 CY0279  DESIGNATION -  D 129
 CY0279  PID         -  CY0279
 CY0279  STATE/COUNTY-  NM/HIDALGO
 CY0279  USGS QUAD   -  ROUND MOUNTAIN (1986)
 CY0279
 CY0279                         *CURRENT SURVEY CONTROL
 CY0279  ___________________________________________________________________
 CY0279* NAD 83(1986)-  32 31 18.     (N)    109 00 30.     (W)     SCALED    
 CY0279* NAVD 88     -      1249.68   (+/-2cm)    4100.0    (feet)  VERTCON   
 CY0279  ___________________________________________________________________
 CY0279  GEOID HEIGHT-         -26.04  (meters)                     GEOID03
 CY0279
 CY0279  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CY0279
 CY0279.The horizontal coordinates were scaled from a topographic map and have
 CY0279.an estimated accuracy of +/- 6 seconds.
 CY0279
 CY0279.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0279.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0279.The vertical order pertains to the NGVD 29 superseded value.
 CY0279
 CY0279.The geoid height was determined by GEOID03.
 CY0279
 CY0279;                    North         East    Units  Estimated Accuracy
 CY0279;SPC NM W     -   169,320.      719,610.      MT  (+/- 180 meters Scaled)
 CY0279
 CY0279                          SUPERSEDED SURVEY CONTROL
 CY0279
 CY0279  NGVD 29 (??/??/92) 1248.953  (m)         4097.61   (f) ADJ UNCH    2 0
 CY0279
 CY0279.Superseded values are not recommended for survey control.
 CY0279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0279.See file dsdata.txt to determine how the superseded data were derived.
 CY0279
 CY0279_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB870000(NAD 83)
 CY0279_MARKER: DB = BENCH MARK DISK
 CY0279_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0279_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0279_STAMPING: D 129 1934
 CY0279_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0279+STABILITY: SURFACE MOTION
 CY0279
 CY0279  HISTORY     - Date     Condition        Report By
 CY0279  HISTORY     - 1934     MONUMENTED       CGS
 CY0279  HISTORY     - 1953     GOOD             NGS
 CY0279
 CY0279                          STATION DESCRIPTION
 CY0279
 CY0279'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CY0279'22.8 MI NW FROM LORDSBURG.
 CY0279'22.8 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC RAILWAY FROM THE
 CY0279'STATION AT LORDSBURG, 1 POLE SOUTHEAST OF MILEPOST 1169, 44.0 FEET
 CY0279'NORTHEAST OF THE NORTHEAST RAIL OF THE TRACK, 3.0 FEET SOUTHEAST OF A
 CY0279'WITNESS POST, ABOUT 3 FEET LOWER THAN THE TRACK, AND SET IN THE TOP OF
 CY0279'A CONCRETE POST PROJECTING 0.8 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0041 ***********************************************************************
 FN0041  DESIGNATION -  D 13
 FN0041  PID         -  FN0041
 FN0041  STATE/COUNTY-  NM/QUAY
 FN0041  USGS QUAD   -  MONTOYA (1964)
 FN0041
 FN0041                         *CURRENT SURVEY CONTROL
 FN0041  ___________________________________________________________________
 FN0041* NAD 83(1986)-  35 06 24.     (N)    104 01 34.     (W)     SCALED    
 FN0041* NAVD 88     -      1309.475  (meters)    4296.17   (feet)  ADJUSTED  
 FN0041  ___________________________________________________________________
 FN0041  GEOID HEIGHT-         -22.96  (meters)                     GEOID03
 FN0041  DYNAMIC HT  -        1307.811 (meters)    4290.71  (feet)  COMP
 FN0041  MODELED GRAV-     979,318.1   (mgal)                       NAVD 88
 FN0041
 FN0041  VERT ORDER  -  FIRST     CLASS II
 FN0041
 FN0041.The horizontal coordinates were scaled from a topographic map and have
 FN0041.an estimated accuracy of +/- 6 seconds.
 FN0041
 FN0041.The orthometric height was determined by differential leveling
 FN0041.and adjusted by the National Geodetic Survey in June 1991..
 FN0041
 FN0041.The geoid height was determined by GEOID03.
 FN0041
 FN0041.The dynamic height is computed by dividing the NAVD 88
 FN0041.geopotential number by the normal gravity value computed on the
 FN0041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FN0041.degrees latitude (g = 980.6199 gals.).
 FN0041
 FN0041.The modeled gravity was interpolated from observed gravity values.
 FN0041
 FN0041;                    North         East    Units  Estimated Accuracy
 FN0041;SPC NM E     -   455,450.      193,010.      MT  (+/- 180 meters Scaled)
 FN0041
 FN0041                          SUPERSEDED SURVEY CONTROL
 FN0041
 FN0041  NGVD 29 (??/??/92) 1308.843  (m)         4294.10   (f) ADJ UNCH    1 2
 FN0041
 FN0041.Superseded values are not recommended for survey control.
 FN0041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0041.See file dsdata.txt to determine how the superseded data were derived.
 FN0041
 FN0041_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEU887853(NAD 83)
 FN0041_MARKER: DB = BENCH MARK DISK
 FN0041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FN0041_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FN0041_STAMPING: 4294.096 D 13 1927
 FN0041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FN0041+STABILITY: SURFACE MOTION
 FN0041
 FN0041  HISTORY     - Date     Condition        Report By
 FN0041  HISTORY     - 1927     MONUMENTED       CGS
 FN0041  HISTORY     - 1964     MARK NOT FOUND   USGS
 FN0041
 FN0041                          STATION DESCRIPTION
 FN0041
 FN0041'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 FN0041'2.1 MI NE FROM MONTOYA.
 FN0041'ABOUT 2.1 MILES NORTHEAST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM
 FN0041'MONTOYA, QUAY COUNTY, ABOUT 120 YARDS SOUTHWEST OF MILEPOST 1609,
 FN0041'ABOUT 30 FEET SOUTHEAST OF THE CENTER LINE OF THE TRACK, AND 66 FEET
 FN0041'NORTHWEST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED
 FN0041'4294.096 D 13 1927 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0986 ***********************************************************************
 DS0986  DESIGNATION -  D 130
 DS0986  PID         -  DS0986
 DS0986  STATE/COUNTY-  NM/SIERRA
 DS0986  USGS QUAD   -  WAHOO RANCH (1965)
 DS0986
 DS0986                         *CURRENT SURVEY CONTROL
 DS0986  ___________________________________________________________________
 DS0986* NAD 83(1986)-  33 30 16.     (N)    107 40 22.     (W)     SCALED    
 DS0986* NAVD 88     -      2026.900  (meters)    6649.92   (feet)  ADJUSTED  
 DS0986  ___________________________________________________________________
 DS0986  GEOID HEIGHT-         -22.32  (meters)                     GEOID03
 DS0986  DYNAMIC HT  -        2023.681 (meters)    6639.36  (feet)  COMP
 DS0986  MODELED GRAV-     978,976.8   (mgal)                       NAVD 88
 DS0986
 DS0986  VERT ORDER  -  SECOND    CLASS 0
 DS0986
 DS0986.The horizontal coordinates were scaled from a topographic map and have
 DS0986.an estimated accuracy of +/- 6 seconds.
 DS0986
 DS0986.The orthometric height was determined by differential leveling
 DS0986.and adjusted by the National Geodetic Survey in June 1991..
 DS0986
 DS0986.The geoid height was determined by GEOID03.
 DS0986
 DS0986.The dynamic height is computed by dividing the NAVD 88
 DS0986.geopotential number by the normal gravity value computed on the
 DS0986.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0986.degrees latitude (g = 980.6199 gals.).
 DS0986
 DS0986.The modeled gravity was interpolated from observed gravity values.
 DS0986
 DS0986;                    North         East    Units  Estimated Accuracy
 DS0986;SPC NM W     -   277,710.      844,920.      MT  (+/- 180 meters Scaled)
 DS0986
 DS0986                          SUPERSEDED SURVEY CONTROL
 DS0986
 DS0986  NGVD 29 (??/??/92) 2025.982  (m)         6646.91   (f) ADJ UNCH    2 0
 DS0986
 DS0986.Superseded values are not recommended for survey control.
 DS0986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0986.See file dsdata.txt to determine how the superseded data were derived.
 DS0986
 DS0986_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBT517104(NAD 83)
 DS0986_MARKER: DB = BENCH MARK DISK
 DS0986_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0986_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0986_STAMPING: D-130 1934
 DS0986_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0986+STABILITY: SURFACE MOTION
 DS0986
 DS0986  HISTORY     - Date     Condition        Report By
 DS0986  HISTORY     - 1934     MONUMENTED       CGS
 DS0986  HISTORY     - 1962     GOOD             THOMAS
 DS0986
 DS0986                          STATION DESCRIPTION
 DS0986
 DS0986'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DS0986'6.8 MI SW FROM OJO CALIENTE.
 DS0986'6.8 MI. S. W. OF ALONG ROAD TO BEAVERHEAD ABOUT 125 YDS. S.E. OF A
 DS0986'WINDMILL, 40 FT. N.W. OF THE CENTERLINE OF THE ROAD, AND 72 FT. E. OF
 DS0986'THE FENCE LINE.  NOTE-- 2.6 MI NE OF HIPPS STORE.
 DS0986
 DS0986                          STATION RECOVERY (1962)
 DS0986
 DS0986'RECOVERY NOTE BY THOMAS ENG AND SURV 1962
 DS0986'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CF0063 ***********************************************************************
 CF0063  DESIGNATION -  D 132
 CF0063  PID         -  CF0063
 CF0063  STATE/COUNTY-  NM/HIDALGO
 CF0063  USGS QUAD   -  PLAYAS LAKE NORTH (1982)
 CF0063
 CF0063                         *CURRENT SURVEY CONTROL
 CF0063  ___________________________________________________________________
 CF0063* NAD 83(1986)-  31 58 29.     (N)    108 34 31.     (W)     SCALED    
 CF0063* NAVD 88     -      1329.53   (+/-2cm)    4362.0    (feet)  VERTCON   
 CF0063  ___________________________________________________________________
 CF0063  GEOID HEIGHT-         -25.48  (meters)                     GEOID03
 CF0063
 CF0063  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CF0063
 CF0063.The horizontal coordinates were scaled from a topographic map and have
 CF0063.an estimated accuracy of +/- 6 seconds.
 CF0063
 CF0063.The NAVD 88 height was computed by applying the VERTCON shift value to
 CF0063.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CF0063.The vertical order pertains to the NGVD 29 superseded value.
 CF0063
 CF0063.The geoid height was determined by GEOID03.
 CF0063
 CF0063;                    North         East    Units  Estimated Accuracy
 CF0063;SPC NM W     -   108,310.      759,880.      MT  (+/- 180 meters Scaled)
 CF0063
 CF0063                          SUPERSEDED SURVEY CONTROL
 CF0063
 CF0063  NGVD 29 (??/??/92) 1328.759  (m)         4359.44   (f) ADJ UNCH    2 0
 CF0063
 CF0063.Superseded values are not recommended for survey control.
 CF0063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0063.See file dsdata.txt to determine how the superseded data were derived.
 CF0063
 CF0063_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RYA291402(NAD 83)
 CF0063_MARKER: DB = BENCH MARK DISK
 CF0063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CF0063_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CF0063_STAMPING: D 132 1934
 CF0063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CF0063+STABILITY: SURFACE MOTION
 CF0063
 CF0063  HISTORY     - Date     Condition        Report By
 CF0063  HISTORY     - 1934     MONUMENTED       CGS
 CF0063  HISTORY     - 1953     GOOD             NGS
 CF0063  HISTORY     - 1958     GOOD             DOD
 CF0063
 CF0063                          STATION DESCRIPTION
 CF0063
 CF0063'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CF0063'14.3 MI E FROM ANIMAS.
 CF0063'14.3 MILES EAST ALONG THE SOUTHERN PACIFIC RAILWAY FROM THE STATION AT
 CF0063'ANIMAS, 125 FEET NORTH OF MILEPOST 1190, 87 FEET NORTH OF THE NORTH
 CF0063'RAIL OF THE TRACK, 1.0 FOOT SOUTH OF A FENCE, 3.0 FEET WEST OF A
 CF0063'WITNESS POST, ABOUT 3 FEET LOWER THAN THE TRACK, AND SET IN THE TOP OF
 CF0063'A CONCRETE POST PROJECTING 0.8 FOOT ABOVE THE GROUND.  NOTE-- BM IS
 CF0063'162 FEET SOUTH OF THE CENTERLINE OF E-W STATE ROAD NO. 9.  98 FEET
 CF0063'NORTH OF THE CENTERLINE OF RAILROAD. TRACKS.
 CF0063
 CF0063                          STATION RECOVERY (1958)
 CF0063
 CF0063'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1958
 CF0063'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0359 ***********************************************************************
 CE0359  DESIGNATION -  D 133
 CE0359  PID         -  CE0359
 CE0359  STATE/COUNTY-  NM/LUNA
 CE0359  USGS QUAD   -  COLUMBUS SE (1966)
 CE0359
 CE0359                         *CURRENT SURVEY CONTROL
 CE0359  ___________________________________________________________________
 CE0359* NAD 83(1986)-  31 48 55.     (N)    107 30 42.     (W)     SCALED    
 CE0359* NAVD 88     -      1216.027  (meters)    3989.58   (feet)  ADJUSTED  
 CE0359  ___________________________________________________________________
 CE0359  GEOID HEIGHT-         -24.83  (meters)                     GEOID03
 CE0359  DYNAMIC HT  -        1214.186 (meters)    3983.54  (feet)  COMP
 CE0359  MODELED GRAV-     979,083.4   (mgal)                       NAVD 88
 CE0359
 CE0359  VERT ORDER  -  SECOND    CLASS 0
 CE0359
 CE0359.The horizontal coordinates were scaled from a topographic map and have
 CE0359.an estimated accuracy of +/- 6 seconds.
 CE0359
 CE0359.The orthometric height was determined by differential leveling
 CE0359.and adjusted by the National Geodetic Survey in June 1991..
 CE0359
 CE0359.The geoid height was determined by GEOID03.
 CE0359
 CE0359.The dynamic height is computed by dividing the NAVD 88
 CE0359.geopotential number by the normal gravity value computed on the
 CE0359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0359.degrees latitude (g = 980.6199 gals.).
 CE0359
 CE0359.The modeled gravity was interpolated from observed gravity values.
 CE0359
 CE0359;                    North         East    Units  Estimated Accuracy
 CE0359;SPC NM W     -    90,430.      860,450.      MT  (+/- 180 meters Scaled)
 CE0359
 CE0359                          SUPERSEDED SURVEY CONTROL
 CE0359
 CE0359  NGVD 29 (??/??/92) 1215.459  (m)         3987.72   (f) ADJ UNCH    2 0
 CE0359
 CE0359.Superseded values are not recommended for survey control.
 CE0359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0359.See file dsdata.txt to determine how the superseded data were derived.
 CE0359
 CE0359_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RBR622227(NAD 83)
 CE0359_MARKER: DB = BENCH MARK DISK
 CE0359_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CE0359_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CE0359_STAMPING: D 133 1934
 CE0359_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CE0359+STABILITY: SURFACE MOTION
 CE0359
 CE0359  HISTORY     - Date     Condition        Report By
 CE0359  HISTORY     - 1934     MONUMENTED       CGS
 CE0359  HISTORY     - 1953     GOOD             NGS
 CE0359
 CE0359                          STATION DESCRIPTION
 CE0359
 CE0359'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CE0359'7.55 MI E FROM COLUMBUS.
 CE0359'7.55 MILES EAST ALONG THE SOUTHERN PACIFIC RAILWAY FROM THE STATION AT
 CE0359'COLUMBUS, 0.25 MILE EAST OF BRIDGE 1257.78, 152.4 FEET NORTH OF
 CE0359'MILEPOST 1258, 96.5 FEET NORTH OF THE NORTH RAIL OF THE TRACK, 8 FEET
 CE0359'NORTH OF A ROW OF POLES, 2.0 FEET SOUTH OF THE NORTH RIGHT-OF-WAY
 CE0359'FENCE, 1.0 FOOT SOUTH OF A REFERENCE POST, AND SET IN THE TOP OF A
 CE0359'CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0076 ***********************************************************************
 EQ0076  DESIGNATION -  D 135
 EQ0076  PID         -  EQ0076
 EQ0076  STATE/COUNTY-  NM/BERNALILLO
 EQ0076  USGS QUAD   -  ESCABOSA (1995)
 EQ0076
 EQ0076                         *CURRENT SURVEY CONTROL
 EQ0076  ___________________________________________________________________
 EQ0076* NAD 83(1986)-  34 57 53.     (N)    106 17 17.     (W)     SCALED    
 EQ0076* NAVD 88     -      2193.111  (meters)    7195.23   (feet)  ADJUSTED  
 EQ0076  ___________________________________________________________________
 EQ0076  GEOID HEIGHT-         -19.34  (meters)                     GEOID03
 EQ0076  DYNAMIC HT  -        2189.989 (meters)    7184.99  (feet)  COMP
 EQ0076  MODELED GRAV-     979,130.8   (mgal)                       NAVD 88
 EQ0076
 EQ0076  VERT ORDER  -  SECOND    CLASS 0
 EQ0076
 EQ0076.The horizontal coordinates were scaled from a topographic map and have
 EQ0076.an estimated accuracy of +/- 6 seconds.
 EQ0076
 EQ0076.The orthometric height was determined by differential leveling
 EQ0076.and adjusted by the National Geodetic Survey in June 1991..
 EQ0076
 EQ0076.The geoid height was determined by GEOID03.
 EQ0076
 EQ0076.The dynamic height is computed by dividing the NAVD 88
 EQ0076.geopotential number by the normal gravity value computed on the
 EQ0076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0076.degrees latitude (g = 980.6199 gals.).
 EQ0076
 EQ0076.The modeled gravity was interpolated from observed gravity values.
 EQ0076
 EQ0076;                    North         East    Units  Estimated Accuracy
 EQ0076;SPC NM C     -   439,660.      496,530.      MT  (+/- 180 meters Scaled)
 EQ0076
 EQ0076                          SUPERSEDED SURVEY CONTROL
 EQ0076
 EQ0076  NGVD 29 (??/??/92) 2192.225  (m)         7192.32   (f) ADJ UNCH    2 0
 EQ0076
 EQ0076.Superseded values are not recommended for survey control.
 EQ0076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0076.See file dsdata.txt to determine how the superseded data were derived.
 EQ0076
 EQ0076_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU824698(NAD 83)
 EQ0076_MARKER: DD = SURVEY DISK
 EQ0076_SETTING: 66 = SET IN ROCK OUTCROP
 EQ0076_SP_SET: ROCK
 EQ0076_STAMPING: D 135 1934
 EQ0076_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EQ0076+STABILITY: POSITION/ELEVATION WELL
 EQ0076
 EQ0076  HISTORY     - Date     Condition        Report By
 EQ0076  HISTORY     - 1934     MONUMENTED       USFS
 EQ0076  HISTORY     - 1935     GOOD             NGS
 EQ0076
 EQ0076                          STATION DESCRIPTION
 EQ0076
 EQ0076'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 EQ0076'0.1 MI N FROM YRISARRI.
 EQ0076'0.1 MI. N. ALONG ROAD TO TIJERAS RANGER STA. ALONG CEDRO CANYON ROAD,
 EQ0076'ABOUT 60 FT. N. OF A WYE IN ROAD, SET IN ROCK OUTCROP ABOUT 3 FT.
 EQ0076'ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0383 ***********************************************************************
 FN0383  DESIGNATION -  D 136
 FN0383  PID         -  FN0383
 FN0383  STATE/COUNTY-  NM/SAN MIGUEL
 FN0383  USGS QUAD   -  PECOS (1961)
 FN0383
 FN0383                         *CURRENT SURVEY CONTROL
 FN0383  ___________________________________________________________________
 FN0383* NAD 83(1986)-  35 36 37.     (N)    105 40 35.     (W)     SCALED    
 FN0383* NAVD 88     -      2162.139  (meters)    7093.62   (feet)  ADJUSTED  
 FN0383  ___________________________________________________________________
 FN0383  GEOID HEIGHT-         -17.75  (meters)                     GEOID03
 FN0383  DYNAMIC HT  -        2159.105 (meters)    7083.66  (feet)  COMP
 FN0383  MODELED GRAV-     979,152.4   (mgal)                       NAVD 88
 FN0383
 FN0383  VERT ORDER  -  SECOND    CLASS 0
 FN0383
 FN0383.The horizontal coordinates were scaled from a topographic map and have
 FN0383.an estimated accuracy of +/- 6 seconds.
 FN0383
 FN0383.The orthometric height was determined by differential leveling
 FN0383.and adjusted by the National Geodetic Survey in June 1991..
 FN0383
 FN0383.The geoid height was determined by GEOID03.
 FN0383
 FN0383.The dynamic height is computed by dividing the NAVD 88
 FN0383.geopotential number by the normal gravity value computed on the
 FN0383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FN0383.degrees latitude (g = 980.6199 gals.).
 FN0383
 FN0383.The modeled gravity was interpolated from observed gravity values.
 FN0383
 FN0383;                    North         East    Units  Estimated Accuracy
 FN0383;SPC NM E     -   512,110.       43,320.      MT  (+/- 180 meters Scaled)
 FN0383
 FN0383                          SUPERSEDED SURVEY CONTROL
 FN0383
 FN0383  NGVD 29 (??/??/92) 2161.103  (m)         7090.22   (f) ADJ UNCH    2 0
 FN0383
 FN0383.Superseded values are not recommended for survey control.
 FN0383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0383.See file dsdata.txt to determine how the superseded data were derived.
 FN0383
 FN0383_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV387409(NAD 83)
 FN0383_MARKER: DB = BENCH MARK DISK
 FN0383_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FN0383_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FN0383_STAMPING: D-136 1934
 FN0383_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FN0383+STABILITY: SURFACE MOTION
 FN0383
 FN0383  HISTORY     - Date     Condition        Report By
 FN0383  HISTORY     - 1934     MONUMENTED       USFS
 FN0383  HISTORY     - 1935     GOOD             NGS
 FN0383  HISTORY     - 1961     MARK NOT FOUND   USGS
 FN0383
 FN0383                          STATION DESCRIPTION
 FN0383
 FN0383'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FN0383'1.4 MI N FROM VALLEY RANCH POST OFFICE.
 FN0383'1.4 MI N ALONG STATE HWY NO. 63.  20 FT. W. OF THE CENTER LINE OF
 FN0383'STATE NO. 63, AND ABOUT 15 FT. N. OF A CATTLE GUARD ENTRANCE TO STATE
 FN0383'FISH HATCHERY NO. 1.
 FN0383
 FN0383                          STATION RECOVERY (1961)
 FN0383
 FN0383'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 FN0383'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0500 ***********************************************************************
 FO0500  DESIGNATION -  D 137
 FO0500  PID         -  FO0500
 FO0500  STATE/COUNTY-  NM/SANDOVAL
 FO0500  USGS QUAD   -  SEVEN SPRINGS (1993)
 FO0500
 FO0500                         *CURRENT SURVEY CONTROL
 FO0500  ___________________________________________________________________
 FO0500* NAD 83(1986)-  35 57 29.     (N)    106 42 44.     (W)     SCALED    
 FO0500* NAVD 88     -      2666.648  (meters)    8748.83   (feet)  ADJUSTED  
 FO0500  ___________________________________________________________________
 FO0500  GEOID HEIGHT-         -18.52  (meters)                     GEOID03
 FO0500  DYNAMIC HT  -        2662.728 (meters)    8735.97  (feet)  COMP
 FO0500  MODELED GRAV-     979,065.2   (mgal)                       NAVD 88
 FO0500
 FO0500  VERT ORDER  -  SECOND    CLASS 0
 FO0500
 FO0500.The horizontal coordinates were scaled from a topographic map and have
 FO0500.an estimated accuracy of +/- 6 seconds.
 FO0500
 FO0500.The orthometric height was determined by differential leveling
 FO0500.and adjusted by the National Geodetic Survey in June 1991..
 FO0500
 FO0500.The geoid height was determined by GEOID03.
 FO0500
 FO0500.The dynamic height is computed by dividing the NAVD 88
 FO0500.geopotential number by the normal gravity value computed on the
 FO0500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0500.degrees latitude (g = 980.6199 gals.).
 FO0500
 FO0500.The modeled gravity was interpolated from observed gravity values.
 FO0500
 FO0500;                    North         East    Units  Estimated Accuracy
 FO0500;SPC NM C     -   549,960.      458,310.      MT  (+/- 180 meters Scaled)
 FO0500
 FO0500                          SUPERSEDED SURVEY CONTROL
 FO0500
 FO0500  NGVD 29 (??/??/92) 2665.455  (m)         8744.91   (f) ADJ UNCH    2 0
 FO0500
 FO0500.Superseded values are not recommended for survey control.
 FO0500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0500.See file dsdata.txt to determine how the superseded data were derived.
 FO0500
 FO0500_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV455806(NAD 83)
 FO0500_MARKER: DB = BENCH MARK DISK
 FO0500_SETTING: 66 = SET IN ROCK OUTCROP
 FO0500_SP_SET: LEDGE
 FO0500_STAMPING: D 137 1934
 FO0500_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FO0500+STABILITY: POSITION/ELEVATION WELL
 FO0500
 FO0500  HISTORY     - Date     Condition        Report By
 FO0500  HISTORY     - 1934     MONUMENTED       CGS
 FO0500  HISTORY     - 1941     GOOD             NGS
 FO0500
 FO0500                          STATION DESCRIPTION
 FO0500
 FO0500'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 FO0500'22.50 MI NW FROM JEMEZ SPRINGS.
 FO0500'TO REACH BENCH MARK FROM THE JEMEZ SPRINGS RANGER STATION, GO 8.0
 FO0500'MILES NORTH ALONG STATE HIGHWAY NO. 4 TO JUNCTION OF STATE HIGHWAY NO.
 FO0500'4 AND NO. 126.  THENCE, TURN LEFT, GO 8.05 MILES NORTHWEST ALONG STATE
 FO0500'HIGHWAY NO. 126 TO JUNCTION OF HIGHWAY NO. 126 AND CAMP PORTER ROAD.
 FO0500'THENCE, TURN RIGHT, GO 6.45 MILES NORTHWEST TO SITE OF BENCH MARK.
 FO0500'BENCH MARK IS ON THE OUTSIDE OF A SHARP CURVE, ON THE EXTREME EDGE OF
 FO0500'A HIGH ROCK LEDGE, OVERLOOKING THE HIGHWAY BELOW.  36.0 FEET WEST OF A
 FO0500'LARGE PONDEROSA PINE.  39.0 FEET SOUTH OF AND APPROXIMATELY 1.0 FOOT
 FO0500'BELOW THE CENTERLINE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0431 ***********************************************************************
 GM0431  DESIGNATION -  D 138
 GM0431  PID         -  GM0431
 GM0431  STATE/COUNTY-  NM/RIO ARRIBA
 GM0431  USGS QUAD   -  CHIMAYO (1994)
 GM0431
 GM0431                         *CURRENT SURVEY CONTROL
 GM0431  ___________________________________________________________________
 GM0431* NAD 83(1986)-  36 00 21.     (N)    105 54 52.     (W)     SCALED    
 GM0431* NAVD 88     -      1933.170  (meters)    6342.41   (feet)  ADJUSTED  
 GM0431  ___________________________________________________________________
 GM0431  GEOID HEIGHT-         -18.13  (meters)                     GEOID03
 GM0431  DYNAMIC HT  -        1930.581 (meters)    6333.91  (feet)  COMP
 GM0431  MODELED GRAV-     979,224.4   (mgal)                       NAVD 88
 GM0431
 GM0431  VERT ORDER  -  SECOND    CLASS 0
 GM0431
 GM0431.The horizontal coordinates were scaled from a topographic map and have
 GM0431.an estimated accuracy of +/- 6 seconds.
 GM0431
 GM0431.The orthometric height was determined by differential leveling
 GM0431.and adjusted by the National Geodetic Survey in June 1991..
 GM0431
 GM0431.The geoid height was determined by GEOID03.
 GM0431
 GM0431.The dynamic height is computed by dividing the NAVD 88
 GM0431.geopotential number by the normal gravity value computed on the
 GM0431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GM0431.degrees latitude (g = 980.6199 gals.).
 GM0431
 GM0431.The modeled gravity was interpolated from observed gravity values.
 GM0431
 GM0431;                    North         East    Units  Estimated Accuracy
 GM0431;SPC NM C     -   555,210.      530,250.      MT  (+/- 180 meters Scaled)
 GM0431
 GM0431                          SUPERSEDED SURVEY CONTROL
 GM0431
 GM0431  NGVD 29 (??/??/92) 1932.161  (m)         6339.10   (f) ADJ UNCH    2 0
 GM0431
 GM0431.Superseded values are not recommended for survey control.
 GM0431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0431.See file dsdata.txt to determine how the superseded data were derived.
 GM0431
 GM0431_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV175849(NAD 83)
 GM0431_MARKER: DB = BENCH MARK DISK
 GM0431_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GM0431_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GM0431_STAMPING: D 138 1934
 GM0431_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GM0431+STABILITY: SURFACE MOTION
 GM0431
 GM0431  HISTORY     - Date     Condition        Report By
 GM0431  HISTORY     - 1934     MONUMENTED       CGS
 GM0431  HISTORY     - 1941     GOOD             NGS
 GM0431
 GM0431                          STATION DESCRIPTION
 GM0431
 GM0431'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 GM0431'0.9 MI NE FROM CHIMAYO.
 GM0431'TO REACH FROM THE CHIMAYO PUBLIC SCHOOL, PROCEED NORTHEASTERLY ALONG
 GM0431'GRAVELED ROAD TOWARDS TRUCHAS, GO 0.9 MILE.  BENCH MARK IS AT EASTERLY
 GM0431'END OF A SMALL CUT.  IT IS ABOUT 375 FEET SOUTHWESTERLY AND ACROSS
 GM0431'ROAD FROM SOUTHWESTERLY CORNER OF A SMALL ORCHARD.  IT IS ABOUT 54
 GM0431'FEET WESTERLY FROM WESTERLY GATE POST OF WIRE FENCE.  IT IS 14 FEET
 GM0431'SOUTHERLY FROM AND ABOUT 1.5 FEET ABOVE CENTER LINE OF THE ROAD. IT IS
 GM0431'1.5 FEET SOUTHERLY FROM FENCE, AND IS ABOUT 1.5 FEET NORTHERLY FROM A
 GM0431'4 X 4-INCH WOODEN POST.  STD. DISK IN LARGE CONCRETE POST PROJECTING
 GM0431'ABOUT 0.2 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0432 ***********************************************************************
 GM0432  DESIGNATION -  D 138 RESET
 GM0432  PID         -  GM0432
 GM0432  STATE/COUNTY-  NM/RIO ARRIBA
 GM0432  USGS QUAD   -  CHIMAYO (1994)
 GM0432
 GM0432                         *CURRENT SURVEY CONTROL
 GM0432  ___________________________________________________________________
 GM0432* NAD 83(1986)-  36 00 21.     (N)    105 54 53.     (W)     SCALED    
 GM0432* NAVD 88     -      1934.88   (+/-2cm)    6348.0    (feet)  VERTCON   
 GM0432  ___________________________________________________________________
 GM0432  GEOID HEIGHT-         -18.13  (meters)                     GEOID03
 GM0432
 GM0432  VERT ORDER  -  THIRD (See Below)
 GM0432
 GM0432.The horizontal coordinates were scaled from a topographic map and have
 GM0432.an estimated accuracy of +/- 6 seconds.
 GM0432
 GM0432.The NAVD 88 height was computed by applying the VERTCON shift value to
 GM0432.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GM0432.The vertical order pertains to the NGVD 29 superseded value.
 GM0432
 GM0432.The geoid height was determined by GEOID03.
 GM0432
 GM0432;                    North         East    Units  Estimated Accuracy
 GM0432;SPC NM C     -   555,210.      530,230.      MT  (+/- 180 meters Scaled)
 GM0432
 GM0432                          SUPERSEDED SURVEY CONTROL
 GM0432
 GM0432  NGVD 29 (??/??/??) 1933.87   (m)         6344.7    (f) RESET       3  
 GM0432
 GM0432.Superseded values are not recommended for survey control.
 GM0432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0432.See file dsdata.txt to determine how the superseded data were derived.
 GM0432
 GM0432_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV175849(NAD 83)
 GM0432_MARKER: DB = BENCH MARK DISK
 GM0432_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GM0432_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GM0432_STAMPING: D 138 RESET 1953
 GM0432_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GM0432+STABILITY: SURFACE MOTION
 GM0432
 GM0432  HISTORY     - Date     Condition        Report By
 GM0432  HISTORY     - 1953     MONUMENTED       NMHD
 GM0432
 GM0432                          STATION DESCRIPTION
 GM0432
 GM0432'DESCRIBED BY NM HIGHWAY DEPT 1953
 GM0432'0.9 MI NE FROM CHIMAYO.
 GM0432'IN RIO ARRIBA COUNTY, 0.9 MILE NORTHEAST ALONG A BITUMINOUS-SURFACED
 GM0432'ROAD FROM THE PUBLIC SCHOOL AT CHIMAYO, SANTA FE COUNTY, AT THE EAST
 GM0432'END OF A SMALL CUT, 375 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A
 GM0432'SMALL ORHARD NORTH OF THE ROAD, 15 FEET EAST OF THE EAST POST OF A
 GM0432'GATE, 35 FEET SOUTH OF THE CENTER LINE OF THE CENTER LINE OF THE ROAD
 GM0432'AT SURVEY STATION 16+30, 5.5 FEET SOUTH OF A WIRE FENCE, AND 8.0 FEET
 GM0432'HIGHER THAN THE ROAD.  A STANDARD DISK, STAMPED D 138 RESET 1953 AND
 GM0432'SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0021 ***********************************************************************
 GN0021  DESIGNATION -  D 139
 GN0021  PID         -  GN0021
 GN0021  STATE/COUNTY-  NM/RIO ARRIBA
 GN0021  USGS QUAD   -  SAN ANTONIO MOUNTAIN (1995)
 GN0021
 GN0021                         *CURRENT SURVEY CONTROL
 GN0021  ___________________________________________________________________
 GN0021* NAD 83(1986)-  36 49 54.     (N)    106 07 02.     (W)     SCALED    
 GN0021* NAVD 88     -      2771.437  (meters)    9092.62   (feet)  ADJUSTED  
 GN0021  ___________________________________________________________________
 GN0021  GEOID HEIGHT-         -16.40  (meters)                     GEOID03
 GN0021  DYNAMIC HT  -        2767.472 (meters)    9079.61  (feet)  COMP
 GN0021  MODELED GRAV-     979,099.6   (mgal)                       NAVD 88
 GN0021
 GN0021  VERT ORDER  -  SECOND    CLASS 0
 GN0021
 GN0021.The horizontal coordinates were scaled from a topographic map and have
 GN0021.an estimated accuracy of +/- 6 seconds.
 GN0021
 GN0021.The orthometric height was determined by differential leveling
 GN0021.and adjusted by the National Geodetic Survey in June 1991..
 GN0021
 GN0021.The geoid height was determined by GEOID03.
 GN0021
 GN0021.The dynamic height is computed by dividing the NAVD 88
 GN0021.geopotential number by the normal gravity value computed on the
 GN0021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GN0021.degrees latitude (g = 980.6199 gals.).
 GN0021
 GN0021.The modeled gravity was interpolated from observed gravity values.
 GN0021
 GN0021;                    North         East    Units  Estimated Accuracy
 GN0021;SPC NM C     -   646,800.      511,840.      MT  (+/- 180 meters Scaled)
 GN0021
 GN0021                          SUPERSEDED SURVEY CONTROL
 GN0021
 GN0021.No superseded survey control is available for this station.
 GN0021
 GN0021_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDA003767(NAD 83)
 GN0021_MARKER: DD = SURVEY DISK
 GN0021_SETTING: 80 = SET IN A BOULDER
 GN0021_STAMPING: D 139 1935
 GN0021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GN0021+STABILITY: SURFACE MOTION
 GN0021
 GN0021  HISTORY     - Date     Condition        Report By
 GN0021  HISTORY     - 1935     MONUMENTED       USFS
 GN0021  HISTORY     - 1940     GOOD             NGS
 GN0021
 GN0021                          STATION DESCRIPTION
 GN0021
 GN0021'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 GN0021'14.7 MI NW FROM NO AGUA.
 GN0021'14.7 MILES NORTHWEST OF RAILROAD STATION IN NO AGUA TO REACH FROM THE
 GN0021'DENVER AND RIO GRANDE WESTERN RAILROAD STATION IN NO AGUA, PROCEED
 GN0021'NORTH ON STATE HIGHWAY NO. 74, GO 3.6 MILES.  TURN LEFT (WEST) ONTO
 GN0021'ROAD LEADING TO SAN ANTONE RANGER STATION, AT ITS JUNCTION WITH THE
 GN0021'HIGHWAY, GO 10.2 MILES.  TURN LEFT (SOUTH) ONTO ROAD LEADING TO TUSAS
 GN0021'CREEK, GO 0.9 MILES.  BENCH MARK IS 88 FEET EAST OF THE CENTER LINE OF
 GN0021'THE ROAD.  30 FEET EAST OF A DRAINAGE DITCH.  SET FLUSH AND
 GN0021'HORIZONTALLY IN LARGE BOULDER WHICH PROJECTS 1.8 FEET ABOVE THE
 GN0021'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0664 ***********************************************************************
 FM0664  DESIGNATION -  D 14
 FM0664  PID         -  FM0664
 FM0664  STATE/COUNTY-  NM/HARDING
 FM0664  USGS QUAD   -  MONTESITO CREEK (1968)
 FM0664
 FM0664                         *CURRENT SURVEY CONTROL
 FM0664  ___________________________________________________________________
 FM0664* NAD 83(1986)-  35 23 58.     (N)    103 33 48.     (W)     SCALED    
 FM0664* NAVD 88     -      1232.806  (meters)    4044.63   (feet)  ADJUSTED  
 FM0664  ___________________________________________________________________
 FM0664  GEOID HEIGHT-         -22.96  (meters)                     GEOID03
 FM0664  DYNAMIC HT  -        1231.308 (meters)    4039.72  (feet)  COMP
 FM0664  MODELED GRAV-     979,376.4   (mgal)                       NAVD 88
 FM0664
 FM0664  VERT ORDER  -  THIRD
 FM0664
 FM0664.The horizontal coordinates were scaled from a topographic map and have
 FM0664.an estimated accuracy of +/- 6 seconds.
 FM0664
 FM0664.The orthometric height was determined by differential leveling
 FM0664.and adjusted by the National Geodetic Survey in June 1991..
 FM0664
 FM0664.The geoid height was determined by GEOID03.
 FM0664
 FM0664.The dynamic height is computed by dividing the NAVD 88
 FM0664.geopotential number by the normal gravity value computed on the
 FM0664.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0664.degrees latitude (g = 980.6199 gals.).
 FM0664
 FM0664.The modeled gravity was interpolated from observed gravity values.
 FM0664
 FM0664;                    North         East    Units  Estimated Accuracy
 FM0664;SPC NM E     -   488,160.      234,940.      MT  (+/- 180 meters Scaled)
 FM0664
 FM0664                          SUPERSEDED SURVEY CONTROL
 FM0664
 FM0664  NGVD 29 (??/??/92) 1232.221  (m)         4042.71   (f) ADJ UNCH    3 0
 FM0664
 FM0664.Superseded values are not recommended for survey control.
 FM0664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0664.See file dsdata.txt to determine how the superseded data were derived.
 FM0664
 FM0664_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFV304182(NAD 83)
 FM0664_MARKER: DB = BENCH MARK DISK
 FM0664_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0664_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0664_STAMPING: C 14 1927
 FM0664_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0664+STABILITY: SURFACE MOTION
 FM0664
 FM0664  HISTORY     - Date     Condition        Report By
 FM0664  HISTORY     - 1927     MONUMENTED       CGS
 FM0664  HISTORY     - 1934     GOOD             NGS
 FM0664
 FM0664                          STATION DESCRIPTION
 FM0664
 FM0664'DESCRIBED BY COAST AND GEODETIC SURVEY 1927
 FM0664'11.4 MI NW FROM LOGAN.
 FM0664'11.4 MILES NORTHWEST BY ROAD.  3.3 MILES WEST OF UTE CREEK CROSSING ON
 FM0664'THE TRIGG RANCHES ROAD.  152 FT. NORTHEAST OF CENTERLINE OF ROAD.
 FM0664
 FM0664                          STATION RECOVERY (1934)
 FM0664
 FM0664'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 FM0664'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0754 ***********************************************************************
 FO0754  DESIGNATION -  D 140
 FO0754  PID         -  FO0754
 FO0754  STATE/COUNTY-  NM/CIBOLA
 FO0754  USGS QUAD   -  GRANTS (1995)
 FO0754
 FO0754                         *CURRENT SURVEY CONTROL
 FO0754  ___________________________________________________________________
 FO0754* NAD 83(1986)-  35 14 23.     (N)    107 51 13.     (W)     SCALED    
 FO0754* NAVD 88     -      2013.951  (meters)    6607.44   (feet)  ADJUSTED  
 FO0754  ___________________________________________________________________
 FO0754  GEOID HEIGHT-         -20.37  (meters)                     GEOID03
 FO0754  DYNAMIC HT  -        2011.091 (meters)    6598.05  (feet)  COMP
 FO0754  MODELED GRAV-     979,141.6   (mgal)                       NAVD 88
 FO0754
 FO0754  VERT ORDER  -  SECOND    CLASS 0
 FO0754
 FO0754.The horizontal coordinates were scaled from a topographic map and have
 FO0754.an estimated accuracy of +/- 6 seconds.
 FO0754
 FO0754.The orthometric height was determined by differential leveling
 FO0754.and adjusted by the National Geodetic Survey in June 1991..
 FO0754
 FO0754.The geoid height was determined by GEOID03.
 FO0754
 FO0754.The dynamic height is computed by dividing the NAVD 88
 FO0754.geopotential number by the normal gravity value computed on the
 FO0754.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0754.degrees latitude (g = 980.6199 gals.).
 FO0754
 FO0754.The modeled gravity was interpolated from observed gravity values.
 FO0754
 FO0754;                    North         East    Units  Estimated Accuracy
 FO0754;SPC NM W     -   470,180.      828,150.      MT  (+/- 180 meters Scaled)
 FO0754
 FO0754                          SUPERSEDED SURVEY CONTROL
 FO0754
 FO0754  NGVD 29 (??/??/92) 2012.902  (m)         6604.00   (f) ADJ UNCH    2 0
 FO0754
 FO0754.Superseded values are not recommended for survey control.
 FO0754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0754.See file dsdata.txt to determine how the superseded data were derived.
 FO0754
 FO0754_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBV403033(NAD 83)
 FO0754_MARKER: DD = SURVEY DISK
 FO0754_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FO0754_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FO0754_STAMPING: D 140 1935
 FO0754_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO0754+STABILITY: SURFACE MOTION
 FO0754
 FO0754  HISTORY     - Date     Condition        Report By
 FO0754  HISTORY     - 1935     MONUMENTED       USFS
 FO0754  HISTORY     - 1941     GOOD             NGS
 FO0754
 FO0754                          STATION DESCRIPTION
 FO0754
 FO0754'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 FO0754'8.2 MI NW FROM GRANTS.
 FO0754'TO REACH FROM THE ATCHISON, TOPEKA AND SANTA FE RAILROAD STATION-- GO
 FO0754'3.8 MILES NORTHWESTERLY ALONG U.S. HIGHWAY NO. 66 TO THE INTERSECTION
 FO0754'OF ROAD TO SAN MATEO.  THENCE, GO 4.4 MILES NORTHERLY ALONG THE ROAD
 FO0754'TO SAN MATEO TO THE SITE OF BENCH MARK.  BENCH MARK IS ABOUT 1.6 MILES
 FO0754'NORTH OF A CATTLE GUARD, AT THE SUMMIT OF RIDGE AND ABOUT 123.0 FEET
 FO0754'EAST OF AND ABOUT 3.0 FEET ABOVE THE CENTERLINE OF THE ROAD.  IT IS
 FO0754'3.0 FEET NORTH OF A 4X4-INCH WOODEN MARKER POST.  A STD. U.S.F.S. DISK
 FO0754'SET IN CONCRETE POST PROJECTING 0.3 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0663 ***********************************************************************
 FO0663  DESIGNATION -  D 141
 FO0663  PID         -  FO0663
 FO0663  STATE/COUNTY-  NM/CIBOLA
 FO0663  USGS QUAD   -  SEBOYETA (1957)
 FO0663
 FO0663                         *CURRENT SURVEY CONTROL
 FO0663  ___________________________________________________________________
 FO0663* NAD 83(1986)-  35 08 34.     (N)    107 26 07.     (W)     SCALED    
 FO0663* NAVD 88     -      2245.206  (meters)    7366.15   (feet)  ADJUSTED  
 FO0663  ___________________________________________________________________
 FO0663  GEOID HEIGHT-         -20.56  (meters)                     GEOID03
 FO0663  DYNAMIC HT  -        2241.919 (meters)    7355.36  (feet)  COMP
 FO0663  MODELED GRAV-     979,089.0   (mgal)                       NAVD 88
 FO0663
 FO0663  VERT ORDER  -  SECOND    CLASS 0
 FO0663
 FO0663.The horizontal coordinates were scaled from a topographic map and have
 FO0663.an estimated accuracy of +/- 6 seconds.
 FO0663
 FO0663.The orthometric height was determined by differential leveling
 FO0663.and adjusted by the National Geodetic Survey in June 1991..
 FO0663
 FO0663.The geoid height was determined by GEOID03.
 FO0663
 FO0663.The dynamic height is computed by dividing the NAVD 88
 FO0663.geopotential number by the normal gravity value computed on the
 FO0663.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0663.degrees latitude (g = 980.6199 gals.).
 FO0663
 FO0663.The modeled gravity was interpolated from observed gravity values.
 FO0663
 FO0663;                    North         East    Units  Estimated Accuracy
 FO0663;SPC NM W     -   459,490.      866,270.      MT  (+/- 180 meters Scaled)
 FO0663
 FO0663                          SUPERSEDED SURVEY CONTROL
 FO0663
 FO0663  NGVD 29 (??/??/92) 2244.065  (m)         7362.40   (f) ADJ UNCH    2 0
 FO0663
 FO0663.Superseded values are not recommended for survey control.
 FO0663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0663.See file dsdata.txt to determine how the superseded data were derived.
 FO0663
 FO0663_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBU781915(NAD 83)
 FO0663_MARKER: DD = SURVEY DISK
 FO0663_SETTING: 80 = SET IN A BOULDER
 FO0663_STAMPING: D 141 1935
 FO0663_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO0663+STABILITY: SURFACE MOTION
 FO0663
 FO0663  HISTORY     - Date     Condition        Report By
 FO0663  HISTORY     - 1935     MONUMENTED       USFS
 FO0663  HISTORY     - 1941     GOOD             NGS
 FO0663
 FO0663                          STATION DESCRIPTION
 FO0663
 FO0663'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 FO0663'5.4 MI NE FROM ENCINAL.
 FO0663'TO REACH FROM THE CATHOLIC CHURCH AT ENCINAL-- GO 3.1 MILES EASTERLY
 FO0663'ALONG THE ROAD TO SAN MATEO TO THE INTERSECTION OF ROAD LEADING
 FO0663'EASTERLY.  THENCE, GO 2.3 MILES NORTHERLY ALONG THE ROAD TO SAN MATEO
 FO0663'TO THE SITE OF BENCH MARK.  BENCH MARK IS ABOUT 0.9 MILE SOUTHEAST OF
 FO0663'CATTLE GUARD AND BOUNDARY FENCE OF LAGUNA RESERVATION, ON THE INSIDE
 FO0663'OF CURVE AND 25.0 FEET WEST OF AND ABOUT 2.0 FEET ABOVE THE CENTERLINE
 FO0663'OF THE ROAD.  IT IS SET HORIZONTALLY IN BLACK BOULDER PROJECTING 0.2
 FO0663'FOOT AMONG BOULDER OUTCROP ON THE SOUTHEAST SLOPE OF HILL, 22.0 FEET
 FO0663'NORTHWEST OF SMALL PINON TREE AND 2.5 FEET EAST OF ROCK CAIRN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0986 ***********************************************************************
 CX0986  DESIGNATION -  D 142
 CX0986  PID         -  CX0986
 CX0986  STATE/COUNTY-  NM/DONA ANA
 CX0986  USGS QUAD   -  SLEEPING LADY HILLS (1985)
 CX0986
 CX0986                         *CURRENT SURVEY CONTROL
 CX0986  ___________________________________________________________________
 CX0986* NAD 83(1986)-  32 15 23.     (N)    107 03 50.     (W)     SCALED    
 CX0986* NAVD 88     -      1340.096  (meters)    4396.63   (feet)  ADJUSTED  
 CX0986  ___________________________________________________________________
 CX0986  GEOID HEIGHT-         -24.04  (meters)                     GEOID03
 CX0986  DYNAMIC HT  -        1338.078 (meters)    4390.01  (feet)  COMP
 CX0986  MODELED GRAV-     979,086.1   (mgal)                       NAVD 88
 CX0986
 CX0986  VERT ORDER  -  SECOND    CLASS 0
 CX0986
 CX0986.The horizontal coordinates were scaled from a topographic map and have
 CX0986.an estimated accuracy of +/- 6 seconds.
 CX0986
 CX0986.The orthometric height was determined by differential leveling
 CX0986.and adjusted by the National Geodetic Survey in June 1991..
 CX0986
 CX0986.The geoid height was determined by GEOID03.
 CX0986
 CX0986.The dynamic height is computed by dividing the NAVD 88
 CX0986.geopotential number by the normal gravity value computed on the
 CX0986.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0986.degrees latitude (g = 980.6199 gals.).
 CX0986
 CX0986.The modeled gravity was interpolated from observed gravity values.
 CX0986
 CX0986;                    North         East    Units  Estimated Accuracy
 CX0986;SPC NM C     -   139,590.      423,310.      MT  (+/- 180 meters Scaled)
 CX0986
 CX0986                          SUPERSEDED SURVEY CONTROL
 CX0986
 CX0986  NGVD 29 (??/??/92) 1339.471  (m)         4394.58   (f) ADJ UNCH    2 0
 CX0986
 CX0986.Superseded values are not recommended for survey control.
 CX0986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0986.See file dsdata.txt to determine how the superseded data were derived.
 CX0986
 CX0986_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR055707(NAD 83)
 CX0986_MARKER: DB = BENCH MARK DISK
 CX0986_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX0986_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CX0986_STAMPING: D-142 1934
 CX0986_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX0986+STABILITY: SURFACE MOTION
 CX0986
 CX0986  HISTORY     - Date     Condition        Report By
 CX0986  HISTORY     - 1934     MONUMENTED       NMGS
 CX0986  HISTORY     - 1953     MARK NOT FOUND   NGS
 CX0986
 CX0986                          STATION DESCRIPTION
 CX0986
 CX0986'DESCRIBED BY NEW MEXICO GEODETIC SURVEY 1934
 CX0986'14.0 MI W FROM FAIRACRES.
 CX0986'14.0 MI. W. ALONG U.S. NO. 80 (15.1 MI. E. OF CAMBRAY) 200 FT. W. OF A
 CX0986'SMALL HWY. GRAVEL PIT, AND 40 FT. N. OF THE CENTER LINE OF HWY.
 CX0986
 CX0986                          STATION RECOVERY (1953)
 CX0986
 CX0986'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 CX0986'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0312 ***********************************************************************
 CE0312  DESIGNATION -  D 143
 CE0312  PID         -  CE0312
 CE0312  STATE/COUNTY-  NM/DONA ANA
 CE0312  USGS QUAD   -  MOUNT RILEY SE (1985)
 CE0312
 CE0312                         *CURRENT SURVEY CONTROL
 CE0312  ___________________________________________________________________
 CE0312* NAD 83(1986)-  31 48 51.     (N)    107 04 01.     (W)     SCALED    
 CE0312* NAVD 88     -      1253.066  (meters)    4111.10   (feet)  ADJUSTED  
 CE0312  ___________________________________________________________________
 CE0312  GEOID HEIGHT-         -24.30  (meters)                     GEOID03
 CE0312  DYNAMIC HT  -        1251.167 (meters)    4104.87  (feet)  COMP
 CE0312  MODELED GRAV-     979,081.1   (mgal)                       NAVD 88
 CE0312
 CE0312  VERT ORDER  -  SECOND    CLASS 0
 CE0312
 CE0312.The horizontal coordinates were scaled from a topographic map and have
 CE0312.an estimated accuracy of +/- 6 seconds.
 CE0312
 CE0312.The orthometric height was determined by differential leveling
 CE0312.and adjusted by the National Geodetic Survey in June 1991..
 CE0312
 CE0312.The geoid height was determined by GEOID03.
 CE0312
 CE0312.The dynamic height is computed by dividing the NAVD 88
 CE0312.geopotential number by the normal gravity value computed on the
 CE0312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0312.degrees latitude (g = 980.6199 gals.).
 CE0312
 CE0312.The modeled gravity was interpolated from observed gravity values.
 CE0312
 CE0312;                    North         East    Units  Estimated Accuracy
 CE0312;SPC NM C     -    90,550.      422,660.      MT  (+/- 180 meters Scaled)
 CE0312
 CE0312                          SUPERSEDED SURVEY CONTROL
 CE0312
 CE0312  NGVD 29 (??/??/92) 1252.503  (m)         4109.25   (f) ADJ UNCH    2 0
 CE0312
 CE0312.Superseded values are not recommended for survey control.
 CE0312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0312.See file dsdata.txt to determine how the superseded data were derived.
 CE0312
 CE0312_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR043216(NAD 83)
 CE0312_MARKER: P = PIPE CAP
 CE0312_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CE0312_SP_SET: CULVERT
 CE0312_STAMPING: D 143 1935
 CE0312_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CE0312
 CE0312  HISTORY     - Date     Condition        Report By
 CE0312  HISTORY     - 1935     MONUMENTED       CGS
 CE0312  HISTORY     - 1976     GOOD             USGS
 CE0312
 CE0312                          STATION DESCRIPTION
 CE0312
 CE0312'DESCRIBED BY US GEOLOGICAL SURVEY 1976
 CE0312'32.1 MI W FROM EL PASO.
 CE0312'FROM JCT OF I 10 AND MESA ROAD AT NE EDGE OF EL PASO TRAVEL WEST ON
 CE0312'MESA ROAD 3.0 MI TO JCT OF STATE HWY 273, THENCE N ON HWY 2731.0 MI,
 CE0312'THENCE W 3.5 MI TO RAILROAD, THENCE N 0.9 MI TO JCT, THENCE W 15.35 TO
 CE0312'JCT N TO KILBOURNE HOLE, CONT W 3.65 MI AT WHICH POINT ROAD IS ON OLD
 CE0312'RAILROAD, CONT W 4.7 MI TO BENCH MARK.  MARK IS ON THE NORTHEAST
 CE0312'CORNER OF A CONCRETE CULVERT, 13 FT. NE OF CENTERLINE OF ROAD, 1.0
 CE0312'FEET BELOW THE SURFACE OF THE ROAD, A STANDARD CAP, STAMPED D 143
 CE0312'1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0477 ***********************************************************************
 DR0477  DESIGNATION -  D 144
 DR0477  PID         -  DR0477
 DR0477  STATE/COUNTY-  NM/LINCOLN
 DR0477  USGS QUAD   -  ARABELA (1981)
 DR0477
 DR0477                         *CURRENT SURVEY CONTROL
 DR0477  ___________________________________________________________________
 DR0477* NAD 83(1986)-  33 35 14.     (N)    105 10 18.     (W)     SCALED    
 DR0477* NAVD 88     -      1667.386  (meters)    5470.42   (feet)  ADJUSTED  
 DR0477  ___________________________________________________________________
 DR0477  GEOID HEIGHT-         -21.42  (meters)                     GEOID03
 DR0477  DYNAMIC HT  -        1664.911 (meters)    5462.30  (feet)  COMP
 DR0477  MODELED GRAV-     979,094.0   (mgal)                       NAVD 88
 DR0477
 DR0477  VERT ORDER  -  SECOND    CLASS 0
 DR0477
 DR0477.The horizontal coordinates were scaled from a topographic map and have
 DR0477.an estimated accuracy of +/- 6 seconds.
 DR0477
 DR0477.The orthometric height was determined by differential leveling
 DR0477.and adjusted by the National Geodetic Survey in June 1991..
 DR0477
 DR0477.The geoid height was determined by GEOID03.
 DR0477
 DR0477.The dynamic height is computed by dividing the NAVD 88
 DR0477.geopotential number by the normal gravity value computed on the
 DR0477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0477.degrees latitude (g = 980.6199 gals.).
 DR0477
 DR0477.The modeled gravity was interpolated from observed gravity values.
 DR0477
 DR0477;                    North         East    Units  Estimated Accuracy
 DR0477;SPC NM C     -   287,400.      600,090.      MT  (+/- 180 meters Scaled)
 DR0477
 DR0477                          SUPERSEDED SURVEY CONTROL
 DR0477
 DR0477  NGVD 29 (??/??/92) 1666.657  (m)         5468.02   (f) ADJ UNCH    2 0
 DR0477
 DR0477.Superseded values are not recommended for survey control.
 DR0477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0477.See file dsdata.txt to determine how the superseded data were derived.
 DR0477
 DR0477_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDT840164(NAD 83)
 DR0477_MARKER: DB = BENCH MARK DISK
 DR0477_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR0477_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DR0477_STAMPING: D-144 1935
 DR0477_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR0477+STABILITY: SURFACE MOTION
 DR0477
 DR0477  HISTORY     - Date     Condition        Report By
 DR0477  HISTORY     - 1935     MONUMENTED       CGS
 DR0477  HISTORY     - 1967     GOOD             USGS
 DR0477  HISTORY     - 1978     GOOD             USGS
 DR0477
 DR0477                          STATION DESCRIPTION
 DR0477
 DR0477'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DR0477'IN ARABELA.
 DR0477'100 YDS. N.W. OF L. PACHECO RESIDENCE ON E. SIDE OF ROAD, FROM TINNIE
 DR0477'TO PURCELLA SCHOOLHOUSE, 250 FT. E. OF A CONC. WATER TANK, 77 FT. N.E.
 DR0477'OF THE N.E. CORNER OF L. PACHECO GENERAL STORE ON W. SIDE OF ROAD, AND
 DR0477'1 FT. E. OF THE E.-R.O.W. FENCE LINE.
 DR0477
 DR0477                          STATION RECOVERY (1967)
 DR0477
 DR0477'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 DR0477'RECOVERED IN GOOD CONDITION.
 DR0477
 DR0477                          STATION RECOVERY (1978)
 DR0477
 DR0477'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 DR0477'AT ARABELA, 205 FT. NORTH AND 24 FT. EAST OF CENTER OF STATE HWY. 368
 DR0477'AT SLIGHTLY OFFSET CROSSROADS, IN CONCRETE POST PROJECTING 1.3 FT.
 DR0477'ABOVE GROUND, STANDARD DISK STAMPED D 144 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0297 ***********************************************************************
 EP0297  DESIGNATION -  D 145
 EP0297  PID         -  EP0297
 EP0297  STATE/COUNTY-  NM/LINCOLN
 EP0297  USGS QUAD   -  COWBOY MESA (1981)
 EP0297
 EP0297                         *CURRENT SURVEY CONTROL
 EP0297  ___________________________________________________________________
 EP0297* NAD 83(1986)-  34 06 17.     (N)    105 06 23.     (W)     SCALED    
 EP0297* NAVD 88     -      1618.715  (meters)    5310.73   (feet)  ADJUSTED  
 EP0297  ___________________________________________________________________
 EP0297  GEOID HEIGHT-         -21.94  (meters)                     GEOID03
 EP0297  DYNAMIC HT  -        1616.402 (meters)    5303.15  (feet)  COMP
 EP0297  MODELED GRAV-     979,149.9   (mgal)                       NAVD 88
 EP0297
 EP0297  VERT ORDER  -  SECOND    CLASS 0
 EP0297
 EP0297.The horizontal coordinates were scaled from a topographic map and have
 EP0297.an estimated accuracy of +/- 6 seconds.
 EP0297
 EP0297.The orthometric height was determined by differential leveling
 EP0297.and adjusted by the National Geodetic Survey in June 1991..
 EP0297
 EP0297.The geoid height was determined by GEOID03.
 EP0297
 EP0297.The dynamic height is computed by dividing the NAVD 88
 EP0297.geopotential number by the normal gravity value computed on the
 EP0297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EP0297.degrees latitude (g = 980.6199 gals.).
 EP0297
 EP0297.The modeled gravity was interpolated from observed gravity values.
 EP0297
 EP0297;                    North         East    Units  Estimated Accuracy
 EP0297;SPC NM C     -   344,860.      605,520.      MT  (+/- 180 meters Scaled)
 EP0297
 EP0297                          SUPERSEDED SURVEY CONTROL
 EP0297
 EP0297  NGVD 29 (??/??/92) 1617.968  (m)         5308.28   (f) ADJ UNCH    2 0
 EP0297
 EP0297.Superseded values are not recommended for survey control.
 EP0297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EP0297.See file dsdata.txt to determine how the superseded data were derived.
 EP0297
 EP0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDT901737(NAD 83)
 EP0297_MARKER: DB = BENCH MARK DISK
 EP0297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EP0297_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EP0297_STAMPING: D-145 1935
 EP0297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EP0297+STABILITY: SURFACE MOTION
 EP0297
 EP0297  HISTORY     - Date     Condition        Report By
 EP0297  HISTORY     - 1935     MONUMENTED       CGS
 EP0297  HISTORY     - 1939     GOOD             NGS
 EP0297
 EP0297                          STATION DESCRIPTION
 EP0297
 EP0297'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EP0297'3.4 MI S FROM MOSLEY.
 EP0297'3.4 MI. S. ALONG ROAD TO BILLINGS RANCH.  110 YDS. S.W. OF A WHITE
 EP0297'RANCH HOUSE WITH TIN ROOF, 250 FT. W. OF A WINDMILL, 31 FT. N. OF THE
 EP0297'N.W. CORNER OF A CORRAL, 6 FT. E. OF THE CENTER LINE OF ROAD, AND 2
 EP0297'FT. W. OF CORRAL FENCE.
 EP0297
 EP0297                          STATION RECOVERY (1939)
 EP0297
 EP0297'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1939
 EP0297'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0215 ***********************************************************************
 DR0215  DESIGNATION -  D 146
 DR0215  PID         -  DR0215
 DR0215  STATE/COUNTY-  NM/CHAVES
 DR0215  USGS QUAD   -  DERRICK DRAW (1975)
 DR0215
 DR0215                         *CURRENT SURVEY CONTROL
 DR0215  ___________________________________________________________________
 DR0215* NAD 83(1986)-  33 04 13.     (N)    104 11 00.     (W)     SCALED    
 DR0215* NAVD 88     -      1060.226  (meters)    3478.42   (feet)  ADJUSTED  
 DR0215  ___________________________________________________________________
 DR0215  GEOID HEIGHT-         -22.95  (meters)                     GEOID03
 DR0215  DYNAMIC HT  -        1058.776 (meters)    3473.67  (feet)  COMP
 DR0215  MODELED GRAV-     979,233.3   (mgal)                       NAVD 88
 DR0215
 DR0215  VERT ORDER  -  SECOND    CLASS 0
 DR0215
 DR0215.The horizontal coordinates were scaled from a topographic map and have
 DR0215.an estimated accuracy of +/- 6 seconds.
 DR0215
 DR0215.The orthometric height was determined by differential leveling
 DR0215.and adjusted by the National Geodetic Survey in June 1991..
 DR0215
 DR0215.The geoid height was determined by GEOID03.
 DR0215
 DR0215.The dynamic height is computed by dividing the NAVD 88
 DR0215.geopotential number by the normal gravity value computed on the
 DR0215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0215.degrees latitude (g = 980.6199 gals.).
 DR0215
 DR0215.The modeled gravity was interpolated from observed gravity values.
 DR0215
 DR0215;                    North         East    Units  Estimated Accuracy
 DR0215;SPC NM E     -   229,560.      179,010.      MT  (+/- 180 meters Scaled)
 DR0215
 DR0215                          SUPERSEDED SURVEY CONTROL
 DR0215
 DR0215.No superseded survey control is available for this station.
 DR0215
 DR0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES762593(NAD 83)
 DR0215_MARKER: DB = BENCH MARK DISK
 DR0215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR0215_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DR0215_STAMPING: D 146 1935
 DR0215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR0215+STABILITY: SURFACE MOTION
 DR0215
 DR0215  HISTORY     - Date     Condition        Report By
 DR0215  HISTORY     - 1935     MONUMENTED       CGS
 DR0215  HISTORY     - 1961     GOOD             NGS
 DR0215
 DR0215                          STATION DESCRIPTION
 DR0215
 DR0215'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 DR0215'9.15 MI SE FROM HAGERMAN.
 DR0215'6.25 MILES EAST ALONG STATE HIGHWAY 31 FROM THE POST OFFICE AT
 DR0215'HAGERMAN, THENCE 2.90 MILES SOUTHEAST ALONG A DIRT ROAD, 19 FEET SOUTH
 DR0215'OF THE CENTER OF THE ROAD, 2 FEET NORTH OF A METAL WITNESS POST, 1
 DR0215'FOOT ABOVE THE LEVEL OF THE ROAD, SET IN TOP OF A SQUARE CONCRETE POST
 DR0215'PROJECTING 10 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0236 ***********************************************************************
 CE0236  DESIGNATION -  D 147
 CE0236  PID         -  CE0236
 CE0236  STATE/COUNTY-  NM/DONA ANA
 CE0236  USGS QUAD   -  LA UNION (1995)
 CE0236
 CE0236                         *CURRENT SURVEY CONTROL
 CE0236  ___________________________________________________________________
 CE0236* NAD 83(1986)-  31 54 44.     (N)    106 39 01.     (W)     SCALED    
 CE0236* NAVD 88     -      1150.884  (meters)    3775.86   (feet)  ADJUSTED  
 CE0236  ___________________________________________________________________
 CE0236  GEOID HEIGHT-         -24.10  (meters)                     GEOID03
 CE0236  DYNAMIC HT  -        1149.155 (meters)    3770.19  (feet)  COMP
 CE0236  MODELED GRAV-     979,097.7   (mgal)                       NAVD 88
 CE0236
 CE0236  VERT ORDER  -  SECOND    CLASS 0
 CE0236
 CE0236.The horizontal coordinates were scaled from a topographic map and have
 CE0236.an estimated accuracy of +/- 6 seconds.
 CE0236
 CE0236.The orthometric height was determined by differential leveling
 CE0236.and adjusted by the National Geodetic Survey in June 1991..
 CE0236
 CE0236.The geoid height was determined by GEOID03.
 CE0236
 CE0236.The dynamic height is computed by dividing the NAVD 88
 CE0236.geopotential number by the normal gravity value computed on the
 CE0236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0236.degrees latitude (g = 980.6199 gals.).
 CE0236
 CE0236.The modeled gravity was interpolated from observed gravity values.
 CE0236
 CE0236;                    North         East    Units  Estimated Accuracy
 CE0236;SPC NM C     -   101,210.      462,140.      MT  (+/- 180 meters Scaled)
 CE0236
 CE0236                          SUPERSEDED SURVEY CONTROL
 CE0236
 CE0236  NGVD 29 (??/??/92) 1150.350  (m)         3774.11   (f) ADJ UNCH    2 0
 CE0236
 CE0236.Superseded values are not recommended for survey control.
 CE0236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0236.See file dsdata.txt to determine how the superseded data were derived.
 CE0236
 CE0236_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR439318(NAD 83)
 CE0236_MARKER: DB = BENCH MARK DISK
 CE0236_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CE0236_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CE0236_STAMPING: D-147 1935
 CE0236_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CE0236+STABILITY: SURFACE MOTION
 CE0236
 CE0236  HISTORY     - Date     Condition        Report By
 CE0236  HISTORY     - 1935     MONUMENTED       CGS
 CE0236  HISTORY     - 1954     MARK NOT FOUND   AMS
 CE0236
 CE0236                          STATION DESCRIPTION
 CE0236
 CE0236'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 CE0236'2.9 MI SW FROM OLD LA UNION.
 CE0236'2.9 MI. S.W. ALONG MCNUTT REFINERY ROAD 90 FT. S.W. OF THE CENTER LINE
 CE0236'OF CURVE IN MCNUTT REFINERY ROAD, AND 35 FT. S.E. OF THE CENTER LINE
 CE0236'OF A SIDE ROAD.
 CE0236
 CE0236                          STATION RECOVERY (1954)
 CE0236
 CE0236'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1954
 CE0236'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0367 ***********************************************************************
 DQ0367  DESIGNATION -  D 149
 DQ0367  PID         -  DQ0367
 DQ0367  STATE/COUNTY-  NM/LEA
 DQ0367  USGS QUAD   -  HILLBURN CITY SW (1984)
 DQ0367
 DQ0367                         *CURRENT SURVEY CONTROL
 DQ0367  ___________________________________________________________________
 DQ0367* NAD 83(1986)-  33 03 36.     (N)    103 27 43.     (W)     SCALED    
 DQ0367* NAVD 88     -      1239.429  (meters)    4066.36   (feet)  ADJUSTED  
 DQ0367  ___________________________________________________________________
 DQ0367  GEOID HEIGHT-         -21.90  (meters)                     GEOID03
 DQ0367  DYNAMIC HT  -        1237.721 (meters)    4060.76  (feet)  COMP
 DQ0367  MODELED GRAV-     979,216.3   (mgal)                       NAVD 88
 DQ0367
 DQ0367  VERT ORDER  -  SECOND    CLASS 0
 DQ0367
 DQ0367.The horizontal coordinates were scaled from a topographic map and have
 DQ0367.an estimated accuracy of +/- 6 seconds.
 DQ0367
 DQ0367.The orthometric height was determined by differential leveling
 DQ0367.and adjusted by the National Geodetic Survey in June 1991..
 DQ0367
 DQ0367.The geoid height was determined by GEOID03.
 DQ0367
 DQ0367.The dynamic height is computed by dividing the NAVD 88
 DQ0367.geopotential number by the normal gravity value computed on the
 DQ0367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0367.degrees latitude (g = 980.6199 gals.).
 DQ0367
 DQ0367.The modeled gravity was interpolated from observed gravity values.
 DQ0367
 DQ0367;                    North         East    Units  Estimated Accuracy
 DQ0367;SPC NM E     -   228,750.      246,370.      MT  (+/- 180 meters Scaled)
 DQ0367
 DQ0367                          SUPERSEDED SURVEY CONTROL
 DQ0367
 DQ0367  NGVD 29 (??/??/92) 1238.941  (m)         4064.76   (f) ADJ UNCH    2 0
 DQ0367
 DQ0367.Superseded values are not recommended for survey control.
 DQ0367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0367.See file dsdata.txt to determine how the superseded data were derived.
 DQ0367
 DQ0367_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFS435589(NAD 83)
 DQ0367_MARKER: DB = BENCH MARK DISK
 DQ0367_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0367_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DQ0367_STAMPING: D 149 1935
 DQ0367_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0367+STABILITY: SURFACE MOTION
 DQ0367
 DQ0367  HISTORY     - Date     Condition        Report By
 DQ0367  HISTORY     - 1935     MONUMENTED       CGS
 DQ0367  HISTORY     - 1970     GOOD             USGS
 DQ0367
 DQ0367                          STATION DESCRIPTION
 DQ0367
 DQ0367'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 DQ0367'15.2 MI NW FROM LOVINGTON.
 DQ0367'5.0 MILES W AND 10.2 MILES N OF LOVINGTON LOVINGTON, JCT OF US HWY 82
 DQ0367'AND STATE HWY 18.  THENCE 1.2 MILES N ALONG STATE HWY 18.  THENCE
 DQ0367'CONTINUING N., ALONG PAVED COUNTY ROAD, 0.3 MILES.  THENCE 0.2 MILES
 DQ0367'W.  THENCE 3.0 MILES N ALONG PAVED COUNTY ROADS.  THENCE 5.0 MILES W,
 DQ0367'1.0 MILES N, 1.0 MILES W, 2.5 MILES N ALONG GRADED GRAVELED COUNTY
 DQ0367'ROADS.  THENCE 0.4 MILES W ALONG E-W FENCE TO GATE.  300 FT SE OF GATE
 DQ0367'AND ABOUT 40 FT NE OF TRACK ROAD.  A STANDARD DISK STAMPED D 149 1935
 DQ0367'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0128 ***********************************************************************
 FP0128  DESIGNATION -  D 15
 FP0128  PID         -  FP0128
 FP0128  STATE/COUNTY-  NM/MCKINLEY
 FP0128  USGS QUAD   -  TWIN LAKES (1979)
 FP0128
 FP0128                         *CURRENT SURVEY CONTROL
 FP0128  ___________________________________________________________________
 FP0128* NAD 83(1986)-  35 43 50.     (N)    108 46 29.     (W)     SCALED    
 FP0128* NAVD 88     -      1921.644  (meters)    6304.59   (feet)  POSTED    
 FP0128  ___________________________________________________________________
 FP0128  GEOID HEIGHT-         -20.89  (meters)                     GEOID03
 FP0128  DYNAMIC HT  -        1919.030 (meters)    6296.02  (feet)  COMP
 FP0128  MODELED GRAV-     979,202.3   (mgal)                       NAVD 88
 FP0128
 FP0128  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FP0128
 FP0128.The horizontal coordinates were scaled from a topographic map and have
 FP0128.an estimated accuracy of +/- 6 seconds.
 FP0128
 FP0128.The orthometric height was determined by differential leveling
 FP0128.and adjusted by the National Geodetic Survey in 1992..
 FP0128.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FP0128.rate of 0.0 thru 1.0 mm/km.
 FP0128
 FP0128.The geoid height was determined by GEOID03.
 FP0128
 FP0128.The dynamic height is computed by dividing the NAVD 88
 FP0128.geopotential number by the normal gravity value computed on the
 FP0128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0128.degrees latitude (g = 980.6199 gals.).
 FP0128
 FP0128.The modeled gravity was interpolated from observed gravity values.
 FP0128
 FP0128;                    North         East    Units  Estimated Accuracy
 FP0128;SPC NM W     -   525,040.      744,840.      MT  (+/- 180 meters Scaled)
 FP0128
 FP0128                          SUPERSEDED SURVEY CONTROL
 FP0128
 FP0128.No superseded survey control is available for this station.
 FP0128
 FP0128_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYE012563(NAD 83)
 FP0128_MARKER: DB = BENCH MARK DISK
 FP0128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FP0128_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FP0128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FP0128+STABILITY: SURFACE MOTION
 FP0128
 FP0128  HISTORY     - Date     Condition        Report By
 FP0128  HISTORY     - UNK      MONUMENTED       CGS
 FP0128  HISTORY     - 1927     GOOD             NGS
 FP0128  HISTORY     - 1947     GOOD             NGS
 FP0128  HISTORY     - 1984     MARK NOT FOUND   NGS
 FP0128
 FP0128                          STATION DESCRIPTION
 FP0128
 FP0128'DESCRIBED BY NATIONAL GEODETIC SURVEY 1927
 FP0128'15.5 MI N FROM GALLUP.
 FP0128'15.5 MILES NORTH 40 FT. WEST OF CENTERLINE OF GALLUP-SHIPROCK HIGHWAY,
 FP0128'ABOUT 100 YARDS SOUTH OF WHERE THE ROAD CROSSES A SMALL RIDGE AND
 FP0128'ABOUT 1/4 MILE EAST OF A SMALL BUTTE.
 FP0128
 FP0128                          STATION RECOVERY (1947)
 FP0128
 FP0128'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1947
 FP0128'RECOVERED IN GOOD CONDITION.
 FP0128
 FP0128                          STATION RECOVERY (1984)
 FP0128
 FP0128'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FP0128'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0357 ***********************************************************************
 DQ0357  DESIGNATION -  D 150
 DQ0357  PID         -  DQ0357
 DQ0357  STATE/COUNTY-  NM/LEA
 DQ0357  USGS QUAD   -  ALSTON RANCH (1984)
 DQ0357
 DQ0357                         *CURRENT SURVEY CONTROL
 DQ0357  ___________________________________________________________________
 DQ0357* NAD 83(1986)-  33 10 11.     (N)    103 28 23.     (W)     SCALED    
 DQ0357* NAVD 88     -      1256.397  (meters)    4122.03   (feet)  ADJUSTED  
 DQ0357  ___________________________________________________________________
 DQ0357  GEOID HEIGHT-         -21.96  (meters)                     GEOID03
 DQ0357  DYNAMIC HT  -        1254.673 (meters)    4116.37  (feet)  COMP
 DQ0357  MODELED GRAV-     979,221.0   (mgal)                       NAVD 88
 DQ0357
 DQ0357  VERT ORDER  -  SECOND    CLASS 0
 DQ0357
 DQ0357.The horizontal coordinates were scaled from a topographic map and have
 DQ0357.an estimated accuracy of +/- 6 seconds.
 DQ0357
 DQ0357.The orthometric height was determined by differential leveling
 DQ0357.and adjusted by the National Geodetic Survey in June 1991..
 DQ0357
 DQ0357.The geoid height was determined by GEOID03.
 DQ0357
 DQ0357.The dynamic height is computed by dividing the NAVD 88
 DQ0357.geopotential number by the normal gravity value computed on the
 DQ0357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0357.degrees latitude (g = 980.6199 gals.).
 DQ0357
 DQ0357.The modeled gravity was interpolated from observed gravity values.
 DQ0357
 DQ0357;                    North         East    Units  Estimated Accuracy
 DQ0357;SPC NM E     -   240,910.      245,240.      MT  (+/- 180 meters Scaled)
 DQ0357
 DQ0357                          SUPERSEDED SURVEY CONTROL
 DQ0357
 DQ0357  NGVD 29 (??/??/92) 1255.934  (m)         4120.51   (f) ADJ UNCH    2 0
 DQ0357
 DQ0357.Superseded values are not recommended for survey control.
 DQ0357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0357.See file dsdata.txt to determine how the superseded data were derived.
 DQ0357
 DQ0357_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFS423711(NAD 83)
 DQ0357_MARKER: DB = BENCH MARK DISK
 DQ0357_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0357_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DQ0357_STAMPING: D 150 1935
 DQ0357_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0357+STABILITY: SURFACE MOTION
 DQ0357
 DQ0357  HISTORY     - Date     Condition        Report By
 DQ0357  HISTORY     - 1935     MONUMENTED       CGS
 DQ0357  HISTORY     - 1970     GOOD             USGS
 DQ0357
 DQ0357                          STATION DESCRIPTION
 DQ0357
 DQ0357'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 DQ0357'11.6 MI NW FROM MCDONALD.
 DQ0357'1.0 MILE N AND 10.6 MILES W OF MCDONALD MCDONALD, JCT OF STATE HWY 18
 DQ0357'AND E-W COUNTY ROAD.  THENCE 4.0 MILES W ALONG COUNTY ROAD.  THENCE
 DQ0357'1.4 MILES NW ALONG COUNTY ROAD.  THENCE 0.5 MILES N ALONG COUNTY ROAD.
 DQ0357'THENCE 1.0 MILES NW ALONG COUNTY ROAD.  THENCE 3.0 MILES DUE W ALONG
 DQ0357'DIM TRACK ROAD.  150 FT W OF CORNER COMMON TO SECTIONS 23, 24, 25 AND
 DQ0357'26.  T13S, R34E.  AND 1 FOOT N OF FENCE.  A STANDARD DISK STAMPED D
 DQ0357'150 1935 AND SET IN TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0527 ***********************************************************************
 DQ0527  DESIGNATION -  D 151
 DQ0527  PID         -  DQ0527
 DQ0527  STATE/COUNTY-  NM/CHAVES
 DQ0527  USGS QUAD   -  CEDAR POINT SE (1984)
 DQ0527
 DQ0527                         *CURRENT SURVEY CONTROL
 DQ0527  ___________________________________________________________________
 DQ0527* NAD 83(1986)-  33 01 30.     (N)    103 48 34.     (W)     SCALED    
 DQ0527* NAVD 88     -      1343.692  (meters)    4408.43   (feet)  ADJUSTED  
 DQ0527  ___________________________________________________________________
 DQ0527  GEOID HEIGHT-         -22.18  (meters)                     GEOID03
 DQ0527  DYNAMIC HT  -        1341.805 (meters)    4402.24  (feet)  COMP
 DQ0527  MODELED GRAV-     979,185.6   (mgal)                       NAVD 88
 DQ0527
 DQ0527  VERT ORDER  -  SECOND    CLASS 0
 DQ0527
 DQ0527.The horizontal coordinates were scaled from a topographic map and have
 DQ0527.an estimated accuracy of +/- 6 seconds.
 DQ0527
 DQ0527.The orthometric height was determined by differential leveling
 DQ0527.and adjusted by the National Geodetic Survey in June 1991..
 DQ0527
 DQ0527.The geoid height was determined by GEOID03.
 DQ0527
 DQ0527.The dynamic height is computed by dividing the NAVD 88
 DQ0527.geopotential number by the normal gravity value computed on the
 DQ0527.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0527.degrees latitude (g = 980.6199 gals.).
 DQ0527
 DQ0527.The modeled gravity was interpolated from observed gravity values.
 DQ0527
 DQ0527;                    North         East    Units  Estimated Accuracy
 DQ0527;SPC NM E     -   224,650.      213,940.      MT  (+/- 180 meters Scaled)
 DQ0527
 DQ0527                          SUPERSEDED SURVEY CONTROL
 DQ0527
 DQ0527  NGVD 29 (??/??/92) 1343.151  (m)         4406.65   (f) ADJ UNCH    2 0
 DQ0527
 DQ0527.Superseded values are not recommended for survey control.
 DQ0527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0527.See file dsdata.txt to determine how the superseded data were derived.
 DQ0527
 DQ0527_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFS111546(NAD 83)
 DQ0527_MARKER: DB = BENCH MARK DISK
 DQ0527_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0527_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DQ0527_STAMPING: D 151 1935
 DQ0527_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0527+STABILITY: SURFACE MOTION
 DQ0527
 DQ0527  HISTORY     - Date     Condition        Report By
 DQ0527  HISTORY     - 1935     MONUMENTED       CGS
 DQ0527  HISTORY     - 1973     GOOD             USGS
 DQ0527
 DQ0527                          STATION DESCRIPTION
 DQ0527
 DQ0527'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 DQ0527'13.9 MI NE FROM MALJAMAR.
 DQ0527'IN CHAVES COUNTY, 1.1 MILES NORTHEAST ALONG U.S. HIGHWAY 82, FROM THE
 DQ0527'POST OFFICE AT MALJAMAR, LEA COUNTY, THENCE 11.2 MILES NORTH ALONG
 DQ0527'STATE HIGHWAY 31 TO THE JUNCTION OF STATE HIGHWAY 172, THENCE 1.0 MILE
 DQ0527'NORTH ALONG STATE HIGHWAY 172 TO A CATTLEGUARD ACROSS THE HIGHWAY,
 DQ0527'THENCE SOUTHWEST ALONG A TRACK ROAD ON NORTH SIDE OF FENCE ABOUT 0.6
 DQ0527'MILE TO A NORTH/SOUTH FENCE.  45 FEET NORTHWEST OF GATE IN FENCE, 33
 DQ0527'FEET NORTH CENTER OF ROAD, 1 FOOT SOUTH OF A FENCE.  A STANDARD DISK
 DQ0527'STAMPED D 151 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0683 ***********************************************************************
 DQ0683  DESIGNATION -  D 152
 DQ0683  PID         -  DQ0683
 DQ0683  STATE/COUNTY-  NM/LEA
 DQ0683  USGS QUAD   -  DEAN RANCH (1984)
 DQ0683
 DQ0683                         *CURRENT SURVEY CONTROL
 DQ0683  ___________________________________________________________________
 DQ0683* NAD 83(1986)-  33 01 03.     (N)    103 38 14.     (W)     SCALED    
 DQ0683* NAVD 88     -      1284.722  (meters)    4214.96   (feet)  ADJUSTED  
 DQ0683  ___________________________________________________________________
 DQ0683  GEOID HEIGHT-         -21.99  (meters)                     GEOID03
 DQ0683  DYNAMIC HT  -        1282.942 (meters)    4209.12  (feet)  COMP
 DQ0683  MODELED GRAV-     979,206.7   (mgal)                       NAVD 88
 DQ0683
 DQ0683  VERT ORDER  -  SECOND    CLASS 0
 DQ0683
 DQ0683.The horizontal coordinates were scaled from a topographic map and have
 DQ0683.an estimated accuracy of +/- 6 seconds.
 DQ0683
 DQ0683.The orthometric height was determined by differential leveling
 DQ0683.and adjusted by the National Geodetic Survey in June 1991..
 DQ0683
 DQ0683.The geoid height was determined by GEOID03.
 DQ0683
 DQ0683.The dynamic height is computed by dividing the NAVD 88
 DQ0683.geopotential number by the normal gravity value computed on the
 DQ0683.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0683.degrees latitude (g = 980.6199 gals.).
 DQ0683
 DQ0683.The modeled gravity was interpolated from observed gravity values.
 DQ0683
 DQ0683;                    North         East    Units  Estimated Accuracy
 DQ0683;SPC NM E     -   223,910.      230,040.      MT  (+/- 180 meters Scaled)
 DQ0683
 DQ0683                          SUPERSEDED SURVEY CONTROL
 DQ0683
 DQ0683  NGVD 29 (??/??/92) 1284.220  (m)         4213.31   (f) ADJ UNCH    2 0
 DQ0683
 DQ0683.Superseded values are not recommended for survey control.
 DQ0683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0683.See file dsdata.txt to determine how the superseded data were derived.
 DQ0683
 DQ0683_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFS272540(NAD 83)
 DQ0683_MARKER: DB = BENCH MARK DISK
 DQ0683_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0683_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DQ0683_STAMPING: D 152 1935
 DQ0683_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0683+STABILITY: SURFACE MOTION
 DQ0683
 DQ0683  HISTORY     - Date     Condition        Report By
 DQ0683  HISTORY     - 1935     MONUMENTED       CGS
 DQ0683  HISTORY     - 1973     GOOD             USGS
 DQ0683
 DQ0683                          STATION DESCRIPTION
 DQ0683
 DQ0683'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 DQ0683'21.3 MI NW FROM LOVINGTON.
 DQ0683'11.1 MILES WEST ALONG U.S. HIGHWAY 82 FROM LOVINGTON, LEA COUNTY,
 DQ0683'THENCE 7.6 MILES NORTH ALONG STATE HIGHWAY 457, THENCE 1.9 MILES WEST
 DQ0683'ALONG A RANCH ROAD LEADING TO THE DEEN RANCH, TO A CATTLEGUARD, THENCE
 DQ0683'0.7 MILES SOUTHEAST ALONG THE WEST EDGE OF A FENCE TO A WINDMILL,
 DQ0683'THENCE ABOUT 1070 FEET SOUTHWEST ACROSS OPEN PASTURE FROM THE
 DQ0683'WINDMILL.  A STANDARD DISK, STAMPED D 152 1935 AND SET IN THE TOP OF A
 DQ0683'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0128 ***********************************************************************
 EQ0128  DESIGNATION -  D 153
 EQ0128  PID         -  EQ0128
 EQ0128  STATE/COUNTY-  NM/TORRANCE
 EQ0128  USGS QUAD   -  ABO (1972)
 EQ0128
 EQ0128                         *CURRENT SURVEY CONTROL
 EQ0128  ___________________________________________________________________
 EQ0128* NAD 83(1986)-  34 26 46.     (N)    106 21 22.     (W)     SCALED    
 EQ0128* NAVD 88     -      1845.084  (meters)    6053.41   (feet)  ADJUSTED  
 EQ0128  ___________________________________________________________________
 EQ0128  GEOID HEIGHT-         -20.21  (meters)                     GEOID03
 EQ0128  DYNAMIC HT  -        1842.431 (meters)    6044.71  (feet)  COMP
 EQ0128  MODELED GRAV-     979,131.8   (mgal)                       NAVD 88
 EQ0128
 EQ0128  VERT ORDER  -  FIRST     CLASS II
 EQ0128
 EQ0128.The horizontal coordinates were scaled from a topographic map and have
 EQ0128.an estimated accuracy of +/- 6 seconds.
 EQ0128
 EQ0128.The orthometric height was determined by differential leveling
 EQ0128.and adjusted by the National Geodetic Survey in June 1991..
 EQ0128
 EQ0128.The geoid height was determined by GEOID03.
 EQ0128
 EQ0128.The dynamic height is computed by dividing the NAVD 88
 EQ0128.geopotential number by the normal gravity value computed on the
 EQ0128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0128.degrees latitude (g = 980.6199 gals.).
 EQ0128
 EQ0128.The modeled gravity was interpolated from observed gravity values.
 EQ0128
 EQ0128;                    North         East    Units  Estimated Accuracy
 EQ0128;SPC NM C     -   382,140.      490,250.      MT  (+/- 180 meters Scaled)
 EQ0128
 EQ0128                          SUPERSEDED SURVEY CONTROL
 EQ0128
 EQ0128  NGVD 29 (??/??/92) 1844.261  (m)         6050.71   (f) ADJ UNCH    1 2
 EQ0128
 EQ0128.Superseded values are not recommended for survey control.
 EQ0128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0128.See file dsdata.txt to determine how the superseded data were derived.
 EQ0128
 EQ0128_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU754124(NAD 83)
 EQ0128_MARKER: DB = BENCH MARK DISK
 EQ0128_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EQ0128_SP_SET: ABUTMENT
 EQ0128_STAMPING: D 153 1958
 EQ0128_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EQ0128
 EQ0128  HISTORY     - Date     Condition        Report By
 EQ0128  HISTORY     - 1958     MONUMENTED       CGS
 EQ0128  HISTORY     - 1980     GOOD             NGS
 EQ0128
 EQ0128                          STATION DESCRIPTION
 EQ0128
 EQ0128'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 EQ0128'8.65 MI SW FROM MOUNTAINAIR.
 EQ0128'ABOUT 8.65 MILES SOUTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 EQ0128'RAILWAY FROM THE STATION AT MOUNTAINAIR, 15 POLES SOUTHWEST OF
 EQ0128'MILEPOST 864, IN THE TOP OF THE NORTHWEST END OF THE SOUTHWEST
 EQ0128'CONCRETE ABUTMENT OF A BRIDGE, 7 FEET NORTHWEST OF THE NORTHWEST RAIL,
 EQ0128'3 POLES SOUTHWEST OF THE SOUTHWEST END OF THE ABO SIDE TRACK, AND
 EQ0128'ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE TRACK.
 EQ0128
 EQ0128                          STATION RECOVERY (1980)
 EQ0128
 EQ0128'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 EQ0128'13.7 KM (8.5 MI) WESTERLY ALONG U.S. HIGHWAY 60 FROM THE POST
 EQ0128'OFFICE IN MOUNTAINAIR, IN TOP OF THE NORTHWEST END OF THE SOUTHWEST
 EQ0128'ABUTMENT OF THE ATCHISON, TOPEKA AND SANTA FE RAILROAD RAILROAD
 EQ0128'BRIDGE OVER A SMALL WASH, 15 POLES SOUTHWEST OF RAILROAD MILE POST
 EQ0128'864, 45.7 METERS (150.0 FT) SOUTHEAST OF THE CENTERLINE OF THE
 EQ0128'HIGHWAY, 2.1 METERS (7.0 FT) NORTHWEST OF THE NEAR RAIL AND 0.6 METER
 EQ0128'(2.0 FT) SOUTHEAST OF THE NORTHWEST END OF THE ABUTMENT.  NOTE=NOT
 EQ0128'LEVELED TO THIS SURVEY.
 EQ0128'THE MARK IS 0.6 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0320 ***********************************************************************
 EQ0320  DESIGNATION -  D 154
 EQ0320  PID         -  EQ0320
 EQ0320  STATE/COUNTY-  NM/VALENCIA
 EQ0320  USGS QUAD   -  TURN (1991)
 EQ0320
 EQ0320                         *CURRENT SURVEY CONTROL
 EQ0320  ___________________________________________________________________
 EQ0320* NAD 83(1986)-  34 33 58.     (N)    106 41 28.     (W)     SCALED    
 EQ0320* NAVD 88     -      1515.654  (meters)    4972.61   (feet)  ADJUSTED  
 EQ0320  ___________________________________________________________________
 EQ0320  GEOID HEIGHT-         -21.66  (meters)                     GEOID03
 EQ0320  DYNAMIC HT  -        1513.536 (meters)    4965.66  (feet)  COMP
 EQ0320  MODELED GRAV-     979,185.4   (mgal)                       NAVD 88
 EQ0320
 EQ0320  VERT ORDER  -  FIRST     CLASS II
 EQ0320
 EQ0320.The horizontal coordinates were scaled from a topographic map and have
 EQ0320.an estimated accuracy of +/- 6 seconds.
 EQ0320
 EQ0320.The orthometric height was determined by differential leveling
 EQ0320.and adjusted by the National Geodetic Survey in June 1991..
 EQ0320
 EQ0320.The geoid height was determined by GEOID03.
 EQ0320
 EQ0320.The dynamic height is computed by dividing the NAVD 88
 EQ0320.geopotential number by the normal gravity value computed on the
 EQ0320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0320.degrees latitude (g = 980.6199 gals.).
 EQ0320
 EQ0320.The modeled gravity was interpolated from observed gravity values.
 EQ0320
 EQ0320;                    North         East    Units  Estimated Accuracy
 EQ0320;SPC NM C     -   395,530.      459,520.      MT  (+/- 180 meters Scaled)
 EQ0320
 EQ0320                          SUPERSEDED SURVEY CONTROL
 EQ0320
 EQ0320  NGVD 29 (??/??/92) 1514.893  (m)         4970.11   (f) ADJ UNCH    1 2
 EQ0320
 EQ0320.Superseded values are not recommended for survey control.
 EQ0320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0320.See file dsdata.txt to determine how the superseded data were derived.
 EQ0320
 EQ0320_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU448262(NAD 83)
 EQ0320_MARKER: DB = BENCH MARK DISK
 EQ0320_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EQ0320_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EQ0320_STAMPING: D 154 1958
 EQ0320_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EQ0320+STABILITY: SURFACE MOTION
 EQ0320
 EQ0320  HISTORY     - Date     Condition        Report By
 EQ0320  HISTORY     - 1958     MONUMENTED       CGS
 EQ0320
 EQ0320                          STATION DESCRIPTION
 EQ0320
 EQ0320'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 EQ0320'9.3 MI SE FROM BELEN.
 EQ0320'ABOUT 2.3 MILES EAST ALONG STATE HIGHWAY 6 FROM THE ATCHISON, TOPEKA
 EQ0320'AND SANTA FE RAILWAY STATION AT BELEN, THENCE 3.6 MILES SOUTH ALONG
 EQ0320'STATE HIGHWAY 47, THENCE 3.4 MILES SOUTHEAST ALONG THE ATCHISON,
 EQ0320'TOPEKA AND SANTA FE RAILWAY, 3 1/2 POLES SOUTHEAST OF MILEPOST 888,
 EQ0320'149 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 101 FEET NORTHEAST OF THE
 EQ0320'CENTER LINE OF A ROAD, 1 1/2 FEET SOUTHWEST OF A FENCE, 2 FEET
 EQ0320'NORTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT 10 FEET BELOW THE
 EQ0320'LEVEL OF TRACK, AND IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0022 ***********************************************************************
 EQ0022  DESIGNATION -  D 155
 EQ0022  PID         -  EQ0022
 EQ0022  STATE/COUNTY-  NM/TORRANCE
 EQ0022  USGS QUAD   -  MOUNTAINAIR (1986)
 EQ0022
 EQ0022                         *CURRENT SURVEY CONTROL
 EQ0022  ___________________________________________________________________
 EQ0022* NAD 83(1986)-  34 31 49.     (N)    106 13 52.     (W)     SCALED    
 EQ0022* NAVD 88     -      1977.563  (meters)    6488.05   (feet)  ADJUSTED  
 EQ0022  ___________________________________________________________________
 EQ0022  GEOID HEIGHT-         -19.90  (meters)                     GEOID03
 EQ0022  DYNAMIC HT  -        1974.687 (meters)    6478.62  (feet)  COMP
 EQ0022  MODELED GRAV-     979,109.9   (mgal)                       NAVD 88
 EQ0022
 EQ0022  VERT ORDER  -  FIRST     CLASS II
 EQ0022
 EQ0022.The horizontal coordinates were scaled from a topographic map and have
 EQ0022.an estimated accuracy of +/- 6 seconds.
 EQ0022
 EQ0022.The orthometric height was determined by differential leveling
 EQ0022.and adjusted by the National Geodetic Survey in June 1991..
 EQ0022
 EQ0022.The geoid height was determined by GEOID03.
 EQ0022
 EQ0022.The dynamic height is computed by dividing the NAVD 88
 EQ0022.geopotential number by the normal gravity value computed on the
 EQ0022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0022.degrees latitude (g = 980.6199 gals.).
 EQ0022
 EQ0022.The modeled gravity was interpolated from observed gravity values.
 EQ0022
 EQ0022;                    North         East    Units  Estimated Accuracy
 EQ0022;SPC NM C     -   391,470.      501,730.      MT  (+/- 180 meters Scaled)
 EQ0022
 EQ0022                          SUPERSEDED SURVEY CONTROL
 EQ0022
 EQ0022  NGVD 29 (??/??/92) 1976.687  (m)         6485.18   (f) ADJ UNCH    1 2
 EQ0022
 EQ0022.Superseded values are not recommended for survey control.
 EQ0022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0022.See file dsdata.txt to determine how the superseded data were derived.
 EQ0022
 EQ0022_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU870216(NAD 83)
 EQ0022_MARKER: DB = BENCH MARK DISK
 EQ0022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EQ0022_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EQ0022_STAMPING: D 155 1958
 EQ0022_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EQ0022+STABILITY: SURFACE MOTION
 EQ0022
 EQ0022  HISTORY     - Date     Condition        Report By
 EQ0022  HISTORY     - 1958     MONUMENTED       CGS
 EQ0022
 EQ0022                          STATION DESCRIPTION
 EQ0022
 EQ0022'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 EQ0022'1.05 MI NE FROM MOUNTAINAIR.
 EQ0022'ABOUT 0.65 MILE NORTHEAST ALONG U. S. HIGHWAY 60 FROM THE POST OFFICE
 EQ0022'AT MOUNTAINAIR, THENCE 0.4 MILE NORTH ALONG A DIRT ROAD, AT THE
 EQ0022'MOUNTAINAIR AIRPORT, 7 FEET WEST OF THE NORTH LEG OF AN OLD BEACON
 EQ0022'TOWER NOW USED FOR A WINDSOCK, 7 FEET NORTH OF THE WEST LEG OF THE
 EQ0022'TOWER, AND IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0049 ***********************************************************************
 EP0049  DESIGNATION -  D 156
 EP0049  PID         -  EP0049
 EP0049  STATE/COUNTY-  NM/DE BACA
 EP0049  USGS QUAD   -  FORT SUMNER WEST (1965)
 EP0049
 EP0049                         *CURRENT SURVEY CONTROL
 EP0049  ___________________________________________________________________
 EP0049* NAD 83(1986)-  34 28 54.     (N)    104 15 07.     (W)     SCALED    
 EP0049* NAVD 88     -      1235.998  (meters)    4055.10   (feet)  ADJUSTED  
 EP0049  ___________________________________________________________________
 EP0049  GEOID HEIGHT-         -23.60  (meters)                     GEOID03
 EP0049  DYNAMIC HT  -        1234.362 (meters)    4049.74  (feet)  COMP
 EP0049  MODELED GRAV-     979,269.8   (mgal)                       NAVD 88
 EP0049
 EP0049  VERT ORDER  -  FIRST     CLASS II
 EP0049
 EP0049.The horizontal coordinates were scaled from a topographic map and have
 EP0049.an estimated accuracy of +/- 6 seconds.
 EP0049
 EP0049.The orthometric height was determined by differential leveling
 EP0049.and adjusted by the National Geodetic Survey in June 1991..
 EP0049
 EP0049.The geoid height was determined by GEOID03.
 EP0049
 EP0049.The dynamic height is computed by dividing the NAVD 88
 EP0049.geopotential number by the normal gravity value computed on the
 EP0049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EP0049.degrees latitude (g = 980.6199 gals.).
 EP0049
 EP0049.The modeled gravity was interpolated from observed gravity values.
 EP0049
 EP0049;                    North         East    Units  Estimated Accuracy
 EP0049;SPC NM E     -   386,090.      172,480.      MT  (+/- 180 meters Scaled)
 EP0049
 EP0049                          SUPERSEDED SURVEY CONTROL
 EP0049
 EP0049  NGVD 29 (??/??/92) 1235.393  (m)         4053.12   (f) ADJ UNCH    1 2
 EP0049
 EP0049.Superseded values are not recommended for survey control.
 EP0049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EP0049.See file dsdata.txt to determine how the superseded data were derived.
 EP0049
 EP0049_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEU686158(NAD 83)
 EP0049_MARKER: DB = BENCH MARK DISK
 EP0049_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EP0049_SP_SET: ABUTMENT
 EP0049_STAMPING: D 156 1958
 EP0049_MARK LOGO: CGS   
 EP0049_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EP0049
 EP0049  HISTORY     - Date     Condition        Report By
 EP0049  HISTORY     - 1958     MONUMENTED       CGS
 EP0049  HISTORY     - 1983     GOOD             NGS
 EP0049
 EP0049                          STATION DESCRIPTION
 EP0049
 EP0049'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 EP0049'0.6 MI NW FROM FORT SUMNER.
 EP0049'ABOUT 0.6 MILE NORTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 EP0049'RAILWAY FROM THE STATION AT FORT SUMNER, ABOUT 0.4 MILE NORTHWEST OF
 EP0049'MILE POST 717, IN THE TOP OF THE NORTH CORNER OF THE NORTHEAST
 EP0049'ABUTMENT OF THE OVERPASS, 6 FEET NORTHEAST OF THE NEAR RAIL, AND ABOUT
 EP0049'2 FEET BELOW THE LEVEL OF THE TRACK.
 EP0049
 EP0049                          STATION RECOVERY (1983)
 EP0049
 EP0049'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 EP0049'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0228 ***********************************************************************
 EP0228  DESIGNATION -  D 157
 EP0228  PID         -  EP0228
 EP0228  STATE/COUNTY-  NM/GUADALUPE
 EP0228  USGS QUAD   -  VAUGHN (1978)
 EP0228
 EP0228                         *CURRENT SURVEY CONTROL
 EP0228  ___________________________________________________________________
 EP0228* NAD 83(1986)-  34 33 53.     (N)    105 09 00.     (W)     SCALED    
 EP0228* NAVD 88     -      1783.622  (meters)    5851.77   (feet)  ADJUSTED  
 EP0228  ___________________________________________________________________
 EP0228  GEOID HEIGHT-         -21.06  (meters)                     GEOID03
 EP0228  DYNAMIC HT  -        1781.119 (meters)    5843.55  (feet)  COMP
 EP0228  MODELED GRAV-     979,167.9   (mgal)                       NAVD 88
 EP0228
 EP0228  VERT ORDER  -  FIRST     CLASS II
 EP0228
 EP0228.The horizontal coordinates were scaled from a topographic map and have
 EP0228.an estimated accuracy of +/- 6 seconds.
 EP0228
 EP0228.The orthometric height was determined by differential leveling
 EP0228.and adjusted by the National Geodetic Survey in June 1991..
 EP0228
 EP0228.The geoid height was determined by GEOID03.
 EP0228
 EP0228.The dynamic height is computed by dividing the NAVD 88
 EP0228.geopotential number by the normal gravity value computed on the
 EP0228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EP0228.degrees latitude (g = 980.6199 gals.).
 EP0228
 EP0228.The modeled gravity was interpolated from observed gravity values.
 EP0228
 EP0228;                    North         East    Units  Estimated Accuracy
 EP0228;SPC NM E     -   395,600.       90,060.      MT  (+/- 180 meters Scaled)
 EP0228
 EP0228                          SUPERSEDED SURVEY CONTROL
 EP0228
 EP0228  NGVD 29 (??/??/92) 1782.843  (m)         5849.21   (f) ADJ UNCH    1 2
 EP0228
 EP0228.Superseded values are not recommended for survey control.
 EP0228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EP0228.See file dsdata.txt to determine how the superseded data were derived.
 EP0228
 EP0228_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDU862247(NAD 83)
 EP0228_MARKER: DB = BENCH MARK DISK
 EP0228_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EP0228_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EP0228_STAMPING: D 157 1958
 EP0228_MARK LOGO: CGS   
 EP0228_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EP0228+STABILITY: SURFACE MOTION
 EP0228
 EP0228  HISTORY     - Date     Condition        Report By
 EP0228  HISTORY     - 1958     MONUMENTED       CGS
 EP0228  HISTORY     - 1983     GOOD             NGS
 EP0228
 EP0228                          STATION DESCRIPTION
 EP0228
 EP0228'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 EP0228'3.65 MI SE FROM VAUGHN.
 EP0228'ABOUT 3.65 MILES SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 EP0228'RAILWAY FROM THE STATION AT VAUGHN, ABOUT 0.2 MILE SOUTHEAST OF MILE
 EP0228'POST 784, ABOUT 0.1 MILE SOUTHEAST OF A CONCRETE BRIDGE, 99 FEET
 EP0228'NORTHEAST OF THE NEAR RAIL, 49 FEET SOUTHEAST OF THE CENTER LINE OF A
 EP0228'TRACK ROAD, 1 FOOT NORTHEAST OF THE NORTHEAST RIGHT OF WAY FENCE, 2
 EP0228'FEET NORTHWEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE TRACK,
 EP0228'AND IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES.
 EP0228
 EP0228                          STATION RECOVERY (1983)
 EP0228
 EP0228'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 EP0228'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0112 ***********************************************************************
 EP0112  DESIGNATION -  D 158
 EP0112  PID         -  EP0112
 EP0112  STATE/COUNTY-  NM/DE BACA
 EP0112  USGS QUAD   -  YESO MESA (1981)
 EP0112
 EP0112                         *CURRENT SURVEY CONTROL
 EP0112  ___________________________________________________________________
 EP0112* NAD 83(1986)-  34 25 51.     (N)    104 47 14.     (W)     SCALED    
 EP0112* NAVD 88     -      1562.346  (meters)    5125.80   (feet)  ADJUSTED  
 EP0112  ___________________________________________________________________
 EP0112  GEOID HEIGHT-         -22.68  (meters)                     GEOID03
 EP0112  DYNAMIC HT  -        1560.153 (meters)    5118.60  (feet)  COMP
 EP0112  MODELED GRAV-     979,177.4   (mgal)                       NAVD 88
 EP0112
 EP0112  VERT ORDER  -  FIRST     CLASS II
 EP0112
 EP0112.The horizontal coordinates were scaled from a topographic map and have
 EP0112.an estimated accuracy of +/- 6 seconds.
 EP0112
 EP0112.The orthometric height was determined by differential leveling
 EP0112.and adjusted by the National Geodetic Survey in June 1991..
 EP0112
 EP0112.The geoid height was determined by GEOID03.
 EP0112
 EP0112.The dynamic height is computed by dividing the NAVD 88
 EP0112.geopotential number by the normal gravity value computed on the
 EP0112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EP0112.degrees latitude (g = 980.6199 gals.).
 EP0112
 EP0112.The modeled gravity was interpolated from observed gravity values.
 EP0112
 EP0112;                    North         East    Units  Estimated Accuracy
 EP0112;SPC NM E     -   380,540.      123,280.      MT  (+/- 180 meters Scaled)
 EP0112
 EP0112                          SUPERSEDED SURVEY CONTROL
 EP0112
 EP0112  NGVD 29 (??/??/92) 1561.611  (m)         5123.39   (f) ADJ UNCH    1 2
 EP0112
 EP0112.Superseded values are not recommended for survey control.
 EP0112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EP0112.See file dsdata.txt to determine how the superseded data were derived.
 EP0112
 EP0112_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEU195099(NAD 83)
 EP0112_MARKER: DB = BENCH MARK DISK
 EP0112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EP0112_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EP0112_STAMPING: D 158 1958
 EP0112_MARK LOGO: CGS   
 EP0112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EP0112+STABILITY: SURFACE MOTION
 EP0112
 EP0112  HISTORY     - Date     Condition        Report By
 EP0112  HISTORY     - 1958     MONUMENTED       CGS
 EP0112  HISTORY     - 1983     GOOD             NGS
 EP0112
 EP0112                          STATION DESCRIPTION
 EP0112
 EP0112'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 EP0112'11.85 MI W FROM YESO.
 EP0112'ABOUT 11.85 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 EP0112'FROM THE STATION AT YESO, ABOUT 0.25 MILE EAST OF MILE POST 756, ABOUT
 EP0112'0.3 MILE EAST OF THE BUCHANAN SIDING SIGN, 135 FEET SOUTHWEST OF THE
 EP0112'ROAD CROSSING, 127 FEET SOUTH OF THE NEAR RAIL, 57 FEET NORTH OF A
 EP0112'TELEPHONE POLE, 39 FEET SOUTH OF A TRACK ROAD, 19 FEET NORTH OF THE
 EP0112'RIGHT OF WAY FENCE, 2 FEET NORTH OF A METAL WITNESS POST, ABOUT 1 FOOT
 EP0112'BELOW THE LEVEL OF THE TRACK, AND IN THE TOP OF A CONCRETE POST
 EP0112'PROJECTING 4 INCHES.
 EP0112
 EP0112                          STATION RECOVERY (1983)
 EP0112
 EP0112'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 EP0112'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0062 ***********************************************************************
 GN0062  DESIGNATION -  D 158 RESET
 GN0062  PID         -  GN0062
 GN0062  STATE/COUNTY-  NM/RIO ARRIBA
 GN0062  USGS QUAD   -  MULE CANYON (1995)
 GN0062
 GN0062                         *CURRENT SURVEY CONTROL
 GN0062  ___________________________________________________________________
 GN0062* NAD 83(1986)-  36 39 12.     (N)    106 01 30.     (W)     SCALED    
 GN0062* NAVD 88     -      2624.00   (meters)    8608.9    (feet)  RESET     
 GN0062  ___________________________________________________________________
 GN0062  GEOID HEIGHT-         -16.98  (meters)                     GEOID03
 GN0062
 GN0062  VERT ORDER  -  THIRD
 GN0062
 GN0062.The horizontal coordinates were scaled from a topographic map and have
 GN0062.an estimated accuracy of +/- 6 seconds.
 GN0062
 GN0062.The orthometric height was computed from unverified reset data.
 GN0062
 GN0062.The geoid height was determined by GEOID03.
 GN0062
 GN0062;                    North         East    Units  Estimated Accuracy
 GN0062;SPC NM C     -   627,030.      520,120.      MT  (+/- 180 meters Scaled)
 GN0062
 GN0062                          SUPERSEDED SURVEY CONTROL
 GN0062
 GN0062.No superseded survey control is available for this station.
 GN0062
 GN0062_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDA083569(NAD 83)
 GN0062_MARKER: DB = BENCH MARK DISK
 GN0062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GN0062_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GN0062_STAMPING: D 158 1935
 GN0062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GN0062+STABILITY: SURFACE MOTION
 GN0062
 GN0062  HISTORY     - Date     Condition        Report By
 GN0062  HISTORY     - 1964     MONUMENTED       MNHD
 GN0062
 GN0062                          STATION DESCRIPTION
 GN0062
 GN0062'DESCRIBED BY MN HIGHWAY DEPT 1964
 GN0062'3.3 MI W FROM TRES PIEDRAS.
 GN0062'ABOUT 3.3 MILES WEST OF TRES PIEDRAS, TAOS COUNTY, 72.0 FEET RIGHT OF
 GN0062'CENTERLINE STATION 195+00 ON NM PROJECT S-1539 (5) TRES
 GN0062'PIEDRAS-WESTERLY, SET IN A CONCRETE POST ABOUT 0.5 FOOT ABOVE GROUND
 GN0062'WITH A 4 X 4 IN. WHITE WOODEN WITNESS POST DIRECTLY BEHIND IT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0062 ***********************************************************************
 EP0062  DESIGNATION -  D 159
 EP0062  PID         -  EP0062
 EP0062  STATE/COUNTY-  NM/DE BACA
 EP0062  USGS QUAD   -  ALAMO RANCH (1966)
 EP0062
 EP0062                         *CURRENT SURVEY CONTROL
 EP0062  ___________________________________________________________________
 EP0062* NAD 83(1986)-  34 22 19.     (N)    104 19 47.     (W)     SCALED    
 EP0062* NAVD 88     -      1325.267  (meters)    4347.98   (feet)  ADJUSTED  
 EP0062  ___________________________________________________________________
 EP0062  GEOID HEIGHT-         -23.60  (meters)                     GEOID03
 EP0062  DYNAMIC HT  -        1323.487 (meters)    4342.14  (feet)  COMP
 EP0062  MODELED GRAV-     979,246.3   (mgal)                       NAVD 88
 EP0062
 EP0062  VERT ORDER  -  FIRST     CLASS II
 EP0062
 EP0062.The horizontal coordinates were scaled from a topographic map and have
 EP0062.an estimated accuracy of +/- 6 seconds.
 EP0062
 EP0062.The orthometric height was determined by differential leveling
 EP0062.and adjusted by the National Geodetic Survey in June 1991..
 EP0062
 EP0062.The geoid height was determined by GEOID03.
 EP0062
 EP0062.The dynamic height is computed by dividing the NAVD 88
 EP0062.geopotential number by the normal gravity value computed on the
 EP0062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EP0062.degrees latitude (g = 980.6199 gals.).
 EP0062
 EP0062.The modeled gravity was interpolated from observed gravity values.
 EP0062
 EP0062;                    North         East    Units  Estimated Accuracy
 EP0062;SPC NM E     -   373,910.      165,330.      MT  (+/- 180 meters Scaled)
 EP0062
 EP0062                          SUPERSEDED SURVEY CONTROL
 EP0062
 EP0062  NGVD 29 (??/??/92) 1324.638  (m)         4345.92   (f) ADJ UNCH    1 2
 EP0062
 EP0062.Superseded values are not recommended for survey control.
 EP0062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EP0062.See file dsdata.txt to determine how the superseded data were derived.
 EP0062
 EP0062_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEU616036(NAD 83)
 EP0062_MARKER: DB = BENCH MARK DISK
 EP0062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EP0062_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EP0062_STAMPING: D 159 1958
 EP0062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EP0062+STABILITY: SURFACE MOTION
 EP0062
 EP0062  HISTORY     - Date     Condition        Report By
 EP0062  HISTORY     - 1958     MONUMENTED       CGS
 EP0062  HISTORY     - 1983     MARK NOT FOUND   NGS
 EP0062
 EP0062                          STATION DESCRIPTION
 EP0062
 EP0062'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 EP0062'10.3 MI SW FROM FORT SUMNER.
 EP0062'ABOUT 10.3 MILES SOUTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 EP0062'RAILWAY FROM THE STATION AT FORT SUMNER, ABOUT 0.1 MILE WEST OF MILE
 EP0062'POST 727, 70 FEET SOUTHWEST OF A TELEPHONE POLE, 99 FEET NORTHWEST OF
 EP0062'THE NEAR RAIL, 92 FEET SOUTHEAST OF THE CENTER LINE OF A TRACK ROAD, 2
 EP0062'FEET NORTHWEST OF THE NORTHWEST RIGHT OF WAY FENCE, 2 FEET SOUTHWEST
 EP0062'OF A CONCRETE WITNESS POST, ABOUT 12 FEET ABOVE THE LEVEL OF THE
 EP0062'TRACK, AND IN THE TOP OF A CONCRETE POST PROJECTING 9 INCHES.
 EP0062
 EP0062                          STATION RECOVERY (1983)
 EP0062
 EP0062'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 EP0062'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GO0086 ***********************************************************************
 GO0086  DESIGNATION -  D 16
 GO0086  PID         -  GO0086
 GO0086  STATE/COUNTY-  NM/SAN JUAN
 GO0086  USGS QUAD   -  TABLE MESA (1979)
 GO0086
 GO0086                         *CURRENT SURVEY CONTROL
 GO0086  ___________________________________________________________________
 GO0086* NAD 83(1986)-  36 33 25.     (N)    108 42 49.     (W)     SCALED    
 GO0086* NAVD 88     -      1654.865  (meters)    5429.34   (feet)  ADJUSTED  
 GO0086  ___________________________________________________________________
 GO0086  GEOID HEIGHT-         -21.09  (meters)                     GEOID03
 GO0086  DYNAMIC HT  -        1652.812 (meters)    5422.60  (feet)  COMP
 GO0086  MODELED GRAV-     979,333.3   (mgal)                       NAVD 88
 GO0086
 GO0086  VERT ORDER  -  FIRST     CLASS II
 GO0086
 GO0086.The horizontal coordinates were scaled from a topographic map and have
 GO0086.an estimated accuracy of +/- 6 seconds.
 GO0086
 GO0086.The orthometric height was determined by differential leveling
 GO0086.and adjusted by the National Geodetic Survey in June 1991..
 GO0086
 GO0086.The geoid height was determined by GEOID03.
 GO0086
 GO0086.The dynamic height is computed by dividing the NAVD 88
 GO0086.geopotential number by the normal gravity value computed on the
 GO0086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GO0086.degrees latitude (g = 980.6199 gals.).
 GO0086
 GO0086.The modeled gravity was interpolated from observed gravity values.
 GO0086
 GO0086;                    North         East    Units  Estimated Accuracy
 GO0086;SPC NM W     -   616,680.      751,200.      MT  (+/- 180 meters Scaled)
 GO0086
 GO0086                          SUPERSEDED SURVEY CONTROL
 GO0086
 GO0086.No superseded survey control is available for this station.
 GO0086
 GO0086_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYF046481(NAD 83)
 GO0086_MARKER: DB = BENCH MARK DISK
 GO0086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GO0086_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GO0086_STAMPING: 5426.341 D 16 1927
 GO0086_MARK LOGO: CGS   
 GO0086_PROJECTION: PROJECTING 15 CENTIMETERS
 GO0086_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GO0086+STABILITY: SURFACE MOTION
 GO0086
 GO0086  HISTORY     - Date     Condition        Report By
 GO0086  HISTORY     - 1927     MONUMENTED       CGS
 GO0086  HISTORY     - 1965     GOOD             USGS
 GO0086  HISTORY     - 1984     GOOD             NGS
 GO0086
 GO0086                          STATION DESCRIPTION
 GO0086
 GO0086'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 GO0086'16.2 MI S FROM SHIPROCK.
 GO0086'ABOUT 16.2 MILES SOUTH ALONG U.S. HIGHWAY 666 FROM THE OFFICE OF THE
 GO0086'SHIPROCK AGENCY AT SHIPROCK, SAN JUAN COUNTY, 0.95 MILES NORTH OF A
 GO0086'MICROWAVE TOWER, 1310 FT. SOUTH OF A ROAD LEADING WEST, 84 FT. EAST OF
 GO0086'THE CENTERLINE OF THE HIGHWAY, AND 5 FT. NORTH OF A POLE NAMED X U S
 GO0086'5426.3 PBM.  A STANDARD DISK, STAMPED 5426.341 D 16 1927 AND SET IN
 GO0086'THE TOP OF A CONCRETE POST.
 GO0086
 GO0086                          STATION RECOVERY (1984)
 GO0086
 GO0086'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GO0086'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  24.5 KM (14.9
 GO0086'MI) SOUTHERLY ALONG U.S. HIGHWAY 666 FROM ITS JUNCTION WITH STATE
 GO0086'HIGHWAY 504 IN SHIPROCK, 1.6 KM (1.0 MI) NORTH OF A MIRCOWAVE TOWER ON
 GO0086'THE EAST SIDE OF THE HIGHWAY, 0.4 KM (0.25 MI) SOUTH OF THE
 GO0086'INTERSECTION OF A DIRT ROAD LEADING WEST, 72.5 METERS (237.9 FT) EAST
 GO0086'OF THE CENTERLINE OF THE HIGHWAY, 12.2 METERS (40.0 FT) EAST OF A
 GO0086'FENCE, AND 1.6 METERS (5.2 FT) NORTH OF UTILITY POLE NUMBER 7.
 GO0086'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 GO0086'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0430 ***********************************************************************
 EO0430  DESIGNATION -  D 160
 EO0430  PID         -  EO0430
 EO0430  STATE/COUNTY-  NM/CURRY
 EO0430  USGS QUAD   -  MELROSE EAST (1972)
 EO0430
 EO0430                         *CURRENT SURVEY CONTROL
 EO0430  ___________________________________________________________________
 EO0430* NAD 83(1986)-  34 25 22.     (N)    103 36 51.     (W)     SCALED    
 EO0430* NAVD 88     -      1341.164  (meters)    4400.14   (feet)  ADJUSTED  
 EO0430  ___________________________________________________________________
 EO0430  GEOID HEIGHT-         -23.19  (meters)                     GEOID03
 EO0430  DYNAMIC HT  -        1339.407 (meters)    4394.37  (feet)  COMP
 EO0430  MODELED GRAV-     979,278.9   (mgal)                       NAVD 88
 EO0430
 EO0430  VERT ORDER  -  FIRST     CLASS II
 EO0430
 EO0430.The horizontal coordinates were scaled from a topographic map and have
 EO0430.an estimated accuracy of +/- 6 seconds.
 EO0430
 EO0430.The orthometric height was determined by differential leveling
 EO0430.and adjusted by the National Geodetic Survey in June 1991..
 EO0430
 EO0430.The geoid height was determined by GEOID03.
 EO0430
 EO0430.The dynamic height is computed by dividing the NAVD 88
 EO0430.geopotential number by the normal gravity value computed on the
 EO0430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0430.degrees latitude (g = 980.6199 gals.).
 EO0430
 EO0430.The modeled gravity was interpolated from observed gravity values.
 EO0430
 EO0430;                    North         East    Units  Estimated Accuracy
 EO0430;SPC NM E     -   379,780.      231,100.      MT  (+/- 180 meters Scaled)
 EO0430
 EO0430                          SUPERSEDED SURVEY CONTROL
 EO0430
 EO0430  NGVD 29 (??/??/92) 1340.571  (m)         4398.19   (f) ADJ UNCH    1 2
 EO0430
 EO0430.Superseded values are not recommended for survey control.
 EO0430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0430.See file dsdata.txt to determine how the superseded data were derived.
 EO0430
 EO0430_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFU273099(NAD 83)
 EO0430_MARKER: DB = BENCH MARK DISK
 EO0430_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EO0430_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EO0430_STAMPING: D 160 1958
 EO0430_MARK LOGO: CGS   
 EO0430_PROJECTION: PROJECTING 15 CENTIMETERS
 EO0430_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EO0430+STABILITY: SURFACE MOTION
 EO0430
 EO0430  HISTORY     - Date     Condition        Report By
 EO0430  HISTORY     - 1958     MONUMENTED       CGS
 EO0430  HISTORY     - 1982     GOOD             NGS
 EO0430
 EO0430                          STATION DESCRIPTION
 EO0430
 EO0430'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 EO0430'0.9 MI E FROM MELROSE.
 EO0430'ABOUT 0.9 MILE EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 EO0430'FROM THE STATION AT MELROSE, 2 TELEPHONE POLES EAST OF MILE POST 690,
 EO0430'77 FEET NORTH OF THE NEAR RAIL OF THE MAIN TRACK, 59 FEET SOUTH OF THE
 EO0430'CENTER LINE OF THE HIGHWAY, 63 FEET EAST OF A TELEPHONE POLE, 2 FEET
 EO0430'WEST OF A CONCRETE WITNESS POST, ABOUT 8 FEET BELOW THE LEVEL OF THE
 EO0430'TRACK, AND IN THE TOP OF A CONCRETE POST PROJECTING 1 FOOT.
 EO0430
 EO0430                          STATION RECOVERY (1982)
 EO0430
 EO0430'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 EO0430'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  37.2 KM (23.1
 EO0430'MI) WESTERLY ALONG THE SANTA FE RAILROAD FROM THE RAILROAD STATION IN
 EO0430'CLOVIS, 0.1 KM (0.05 MI) EAST OF MILEPOST 680, 52.1 METERS (170.9 FT)
 EO0430'SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 60, 24.5 METERS (80.4 FT)
 EO0430'NORTH OF THE NEAR RAIL AND 0.6 METER (2.0 FT) WEST OF A CONCRETE
 EO0430'WITNESS POST.
 EO0430'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 EO0430'THE MARK IS 2.4 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0357 ***********************************************************************
 EP0357  DESIGNATION -  D 161
 EP0357  PID         -  EP0357
 EP0357  STATE/COUNTY-  NM/TORRANCE
 EP0357  USGS QUAD   -  NEGRA (1978)
 EP0357
 EP0357                         *CURRENT SURVEY CONTROL
 EP0357  ___________________________________________________________________
 EP0357* NAD 83(1986)-  34 39 28.     (N)    105 34 21.     (W)     SCALED    
 EP0357* NAVD 88     -      1904.239  (meters)    6247.49   (feet)  ADJUSTED  
 EP0357  ___________________________________________________________________
 EP0357  GEOID HEIGHT-         -19.77  (meters)                     GEOID03
 EP0357  DYNAMIC HT  -        1901.556 (meters)    6238.69  (feet)  COMP
 EP0357  MODELED GRAV-     979,157.4   (mgal)                       NAVD 88
 EP0357
 EP0357  VERT ORDER  -  FIRST     CLASS II
 EP0357
 EP0357.The horizontal coordinates were scaled from a topographic map and have
 EP0357.an estimated accuracy of +/- 6 seconds.
 EP0357
 EP0357.The orthometric height was determined by differential leveling
 EP0357.and adjusted by the National Geodetic Survey in June 1991..
 EP0357
 EP0357.The geoid height was determined by GEOID03.
 EP0357
 EP0357.The dynamic height is computed by dividing the NAVD 88
 EP0357.geopotential number by the normal gravity value computed on the
 EP0357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EP0357.degrees latitude (g = 980.6199 gals.).
 EP0357
 EP0357.The modeled gravity was interpolated from observed gravity values.
 EP0357
 EP0357;                    North         East    Units  Estimated Accuracy
 EP0357;SPC NM C     -   405,820.      562,100.      MT  (+/- 180 meters Scaled)
 EP0357
 EP0357                          SUPERSEDED SURVEY CONTROL
 EP0357
 EP0357  NGVD 29 (??/??/92) 1903.439  (m)         6244.87   (f) ADJ UNCH    1 2
 EP0357
 EP0357.Superseded values are not recommended for survey control.
 EP0357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EP0357.See file dsdata.txt to determine how the superseded data were derived.
 EP0357
 EP0357_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDU475352(NAD 83)
 EP0357_MARKER: DB = BENCH MARK DISK
 EP0357_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EP0357_SP_SET: CULVERT
 EP0357_STAMPING: D 161 1958
 EP0357_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EP0357
 EP0357  HISTORY     - Date     Condition        Report By
 EP0357  HISTORY     - 1958     MONUMENTED       CGS
 EP0357
 EP0357                          STATION DESCRIPTION
 EP0357
 EP0357'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 EP0357'6.95 MI W FROM ENCINO.
 EP0357'ABOUT 6.95 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 EP0357'FROM THE STATION AT ENCINO, 12 1/2 POLES EAST OF MILEPOST 811, IN THE
 EP0357'TOP OF THE WEST END OF THE NORTH CONCRETE HEAD WALL OF A TWIN 40-INCH
 EP0357'STEEL TUBE CULVERT, 10 FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK,
 EP0357'AND ABOUT 3 FEET BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0573 ***********************************************************************
 GL0573  DESIGNATION -  D 166
 GL0573  PID         -  GL0573
 GL0573  STATE/COUNTY-  NM/UNION
 GL0573  USGS QUAD   -  WEDDING CAKE BUTTE (1972)
 GL0573
 GL0573                         *CURRENT SURVEY CONTROL
 GL0573  ___________________________________________________________________
 GL0573* NAD 83(1986)-  36 57 38.     (N)    103 11 07.     (W)     SCALED    
 GL0573* NAVD 88     -      1424.441  (meters)    4673.35   (feet)  ADJUSTED  
 GL0573  ___________________________________________________________________
 GL0573  GEOID HEIGHT-         -21.77  (meters)                     GEOID03
 GL0573  DYNAMIC HT  -        1422.843 (meters)    4668.11  (feet)  COMP
 GL0573  MODELED GRAV-     979,459.0   (mgal)                       NAVD 88
 GL0573
 GL0573  VERT ORDER  -  SECOND    CLASS 0
 GL0573
 GL0573.The horizontal coordinates were scaled from a topographic map and have
 GL0573.an estimated accuracy of +/- 6 seconds.
 GL0573
 GL0573.The orthometric height was determined by differential leveling
 GL0573.and adjusted by the National Geodetic Survey in June 1991..
 GL0573
 GL0573.The geoid height was determined by GEOID03.
 GL0573
 GL0573.The dynamic height is computed by dividing the NAVD 88
 GL0573.geopotential number by the normal gravity value computed on the
 GL0573.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0573.degrees latitude (g = 980.6199 gals.).
 GL0573
 GL0573.The modeled gravity was interpolated from observed gravity values.
 GL0573
 GL0573;                    North         East    Units  Estimated Accuracy
 GL0573;SPC NM E     -   661,720.      267,240.      MT  (+/- 180 meters Scaled)
 GL0573
 GL0573                          SUPERSEDED SURVEY CONTROL
 GL0573
 GL0573  NGVD 29 (??/??/92) 1423.694  (m)         4670.90   (f) ADJ UNCH    2 0
 GL0573
 GL0573.Superseded values are not recommended for survey control.
 GL0573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0573.See file dsdata.txt to determine how the superseded data were derived.
 GL0573
 GL0573_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA615920(NAD 83)
 GL0573_MARKER: DB = BENCH MARK DISK
 GL0573_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0573_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0573_STAMPING: D 166 1935
 GL0573_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0573+STABILITY: SURFACE MOTION
 GL0573
 GL0573  HISTORY     - Date     Condition        Report By
 GL0573  HISTORY     - 1935     MONUMENTED       CGS
 GL0573  HISTORY     - 1939     GOOD             NGS
 GL0573
 GL0573                          STATION DESCRIPTION
 GL0573
 GL0573'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GL0573'13.6 MI W FROM KENTON, OK.
 GL0573'13.6 MI. W. OF ALONG U.S. HWY. NO. 64 AT THE TOP OF A SADDLE, AND 160
 GL0573'FT. S.W. OF THE CENTER LINE OF THE HWY.
 GL0573
 GL0573                          STATION RECOVERY (1939)
 GL0573
 GL0573'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1939
 GL0573'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB3832 ***********************************************************************
 AB3832  DESIGNATION -  D 168 RESET
 AB3832  PID         -  AB3832
 AB3832  STATE/COUNTY-  NM/CATRON
 AB3832  USGS QUAD   -  LARGO MESA (1981)
 AB3832
 AB3832                         *CURRENT SURVEY CONTROL
 AB3832  ___________________________________________________________________
 AB3832* NAD 83(1986)-  34 08 41.     (N)    108 31 03.     (W)     SCALED    
 AB3832* NAVD 88     -      2295.07   (meters)    7529.7    (feet)  RESET     
 AB3832  ___________________________________________________________________
 AB3832  GEOID HEIGHT-         -21.54  (meters)                     GEOID03
 AB3832
 AB3832  VERT ORDER  -  THIRD
 AB3832
 AB3832.The horizontal coordinates were scaled from a topographic map and have
 AB3832.an estimated accuracy of +/- 6 seconds.
 AB3832
 AB3832.The orthometric height was computed from unverified reset data.
 AB3832
 AB3832.The geoid height was determined by GEOID03.
 AB3832
 AB3832;                    North         East    Units  Estimated Accuracy
 AB3832;SPC NM W     -   348,920.      766,910.      MT  (+/- 180 meters Scaled)
 AB3832
 AB3832                          SUPERSEDED SURVEY CONTROL
 AB3832
 AB3832.No superseded survey control is available for this station.
 AB3832
 AB3832_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYC288809(NAD 83)
 AB3832_MARKER: DV = VERTICAL CONTROL DISK
 AB3832_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB3832_STAMPING: D 168 RESET 1992
 AB3832_MARK LOGO: NGS   
 AB3832_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB3832_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB3832+STABILITY: SURFACE MOTION
 AB3832_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB3832+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AB3832
 AB3832  HISTORY     - Date     Condition        Report By
 AB3832  HISTORY     - 1992     MONUMENTED       NGS
 AB3832
 AB3832                          STATION DESCRIPTION
 AB3832
 AB3832'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 (WAS)
 AB3832'THE STATION IS LOCATED ABOUT 15 MI (24.1 KM) SOUTH OF QUEMADO AND
 AB3832'ABOUT 2 MI (3.2 KM) WEST OF QUEMADO LAKE ON THE EL CASO RANCH, OWNED
 AB3832'BY MR.  BUZZ EASTERLING, TELEPHONE - 505-773-4672.  TO REACH THE
 AB3832'STATION FROM THE INTERSECTION OF U.S.  HIGHWAY 60 AND NEW MEXICO
 AB3832'HIGHWAY 32, ON THE WEST EDGE OF QUEMADO, GO SOUTH ON NEW MEXICO
 AB3832'HIGHWAY 32 FOR 14.2 MI (22.9 KM) TO THE INTERSECTION WITH NM HIGHWAY
 AB3832'103, THE ROAD TO QUEMADO LAKE.  TURN LEFT, EAST ON NEW MEXICO HIGHWAY
 AB3832'103 AND GO 2.0 MI (3.2 KM) TO A GRAVEL ROAD ON THE RIGHT, JUST WEST OF
 AB3832'MILEPOST 2.  TURN RIGHT, SOUTHEAST, AND GO 0.25 MI (0.40 KM) TO A
 AB3832'CATTLEGUARD AND A GATE.  PASS THROUGH THE GATE AND CONTINUE EAST 0.35
 AB3832'MI (0.56 KM) TO A DIM TRACK ROAD ON THE LEFT.  TURN LEFT, NORTH, AND
 AB3832'GO 0.05 MI (0.08 KM) TO A GATE IN AN OLD EAST-WEST FENCE.  PASS
 AB3832'THROUGH THE GATE AND CONTINUE NORTH FOR 0.05 MI (0.08 KM) TO THE
 AB3832'STATION.  THE STATION IS AN NGS VERTICAL CONTROL DISK STAMPED ---D 168
 AB3832'RESET 1992--- SET IN THE TOP OF A 30 CM DIAMETER ROUND CONCRETE
 AB3832'MONUMENT THAT PROJECTS 2 CM ABOVE GROUND LEVEL.  THE STATION IS 78.6 M
 AB3832'(257.9 FT) EAST-SOUTHEAST FROM THE NORTHERN MOST CORNER OF A LARGE
 AB3832'POLO FIELD (THE FIELD WAS UNDER CONSTRUCTION AT THE TIME THIS MARK WAS
 AB3832'SET), 7.6 M (24.9 FT) SOUTH FROM THE TOP OF THE EDGE OF THE SOUTH BANK
 AB3832'OF LARGO CREEK, AND 15.5 M (50.9 FT) NORTH-NORTHWEST FROM THE
 AB3832'SOUTHWEST END OF AN OLD BARBED WIRE FENCE.  IT IS 1.1 M (3.6 FT) SOUTH
 AB3832'OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0435 ***********************************************************************
 EQ0435  DESIGNATION -  D 169
 EQ0435  PID         -  EQ0435
 EQ0435  STATE/COUNTY-  NM/CATRON
 EQ0435  USGS QUAD   -  THIRD CANYON (1964)
 EQ0435
 EQ0435                         *CURRENT SURVEY CONTROL
 EQ0435  ___________________________________________________________________
 EQ0435* NAD 83(1986)-  34 23 36.     (N)    107 57 30.     (W)     SCALED    
 EQ0435* NAVD 88     -      2275.139  (meters)    7464.35   (feet)  POSTED    
 EQ0435  ___________________________________________________________________
 EQ0435  GEOID HEIGHT-         -21.10  (meters)                     GEOID03
 EQ0435  DYNAMIC HT  -        2271.600 (meters)    7452.74  (feet)  COMP
 EQ0435  MODELED GRAV-     979,000.0   (mgal)                       NAVD 88
 EQ0435
 EQ0435  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EQ0435
 EQ0435.The horizontal coordinates were scaled from a topographic map and have
 EQ0435.an estimated accuracy of +/- 6 seconds.
 EQ0435
 EQ0435.The orthometric height was determined by differential leveling
 EQ0435.and adjusted by the National Geodetic Survey in 1992..
 EQ0435.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EQ0435.rate of 0.0 thru 1.0 mm/km.
 EQ0435
 EQ0435.The geoid height was determined by GEOID03.
 EQ0435
 EQ0435.The dynamic height is computed by dividing the NAVD 88
 EQ0435.geopotential number by the normal gravity value computed on the
 EQ0435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0435.degrees latitude (g = 980.6199 gals.).
 EQ0435
 EQ0435.The modeled gravity was interpolated from observed gravity values.
 EQ0435
 EQ0435;                    North         East    Units  Estimated Accuracy
 EQ0435;SPC NM W     -   376,290.      818,510.      MT  (+/- 180 meters Scaled)
 EQ0435
 EQ0435                          SUPERSEDED SURVEY CONTROL
 EQ0435
 EQ0435  NGVD 29 (??/??/92) 2274.136  (m)         7461.06   (f) ADJ UNCH    2 0
 EQ0435
 EQ0435.Superseded values are not recommended for survey control.
 EQ0435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0435.See file dsdata.txt to determine how the superseded data were derived.
 EQ0435
 EQ0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBU280097(NAD 83)
 EQ0435_MARKER: Z = SEE DESCRIPTION
 EQ0435_SETTING: 0 = UNSPECIFIED SETTING
 EQ0435_STAMPING: D 169 1935
 EQ0435_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EQ0435
 EQ0435  HISTORY     - Date     Condition        Report By
 EQ0435  HISTORY     - 1935     MONUMENTED       CGS
 EQ0435  HISTORY     - 1941     GOOD             NGS
 EQ0435
 EQ0435                          STATION DESCRIPTION
 EQ0435
 EQ0435'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 EQ0435'9.8 MI NE FROM TRES LAGUNAS.
 EQ0435'TO REACH BENCH MARK FROM THE POST OFFICE AT TRES LAGUNAS, PROCEED
 EQ0435'NORTHEAST ON GRADED ROAD, GO 9.8 MILES TO THE MCPHAUL RANCH AND SITE
 EQ0435'OF BENCH MARK.  BENCH MARK IS IN THE SOUTHEAST POINT OF A SANDSTONE
 EQ0435'OUTCROP ON THE INSIDE OF A SHARP CURVE IN ROAD.  ABOUT 400.0 FEET
 EQ0435'SOUTH OF THE MCPHAUL RANCH BUILDINGS.  ABOUT 350.0 FEET SOUTHWEST OF
 EQ0435'INTERSECTION OF ROAD SOUTH TO U. S. HIGHWAY NO. 60.  24.0 FEET
 EQ0435'NORTHWEST OF AND ABOUT 1.0 FOOT ABOVE THE CENTERLINE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GO0043 ***********************************************************************
 GO0043  DESIGNATION -  D 17
 GO0043  PID         -  GO0043
 GO0043  STATE/COUNTY-  NM/SAN JUAN
 GO0043  USGS QUAD   -  HUGH LAKE (1979)
 GO0043
 GO0043                         *CURRENT SURVEY CONTROL
 GO0043  ___________________________________________________________________
 GO0043* NAD 83(1986)-  36 30 33.     (N)    108 14 58.     (W)     SCALED    
 GO0043* NAVD 88     -      1909.035  (meters)    6263.23   (feet)  POSTED    
 GO0043  ___________________________________________________________________
 GO0043  GEOID HEIGHT-         -21.25  (meters)                     GEOID03
 GO0043  DYNAMIC HT  -        1906.530 (meters)    6255.01  (feet)  COMP
 GO0043  MODELED GRAV-     979,252.7   (mgal)                       NAVD 88
 GO0043
 GO0043  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GO0043
 GO0043.The horizontal coordinates were scaled from a topographic map and have
 GO0043.an estimated accuracy of +/- 6 seconds.
 GO0043
 GO0043.The orthometric height was determined by differential leveling
 GO0043.and adjusted by the National Geodetic Survey in 1992..
 GO0043.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GO0043.rate of 0.0 thru 1.0 mm/km.
 GO0043
 GO0043.The geoid height was determined by GEOID03.
 GO0043
 GO0043.The dynamic height is computed by dividing the NAVD 88
 GO0043.geopotential number by the normal gravity value computed on the
 GO0043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GO0043.degrees latitude (g = 980.6199 gals.).
 GO0043
 GO0043.The modeled gravity was interpolated from observed gravity values.
 GO0043
 GO0043;                    North         East    Units  Estimated Accuracy
 GO0043;SPC NM W     -   611,100.      792,730.      MT  (+/- 180 meters Scaled)
 GO0043
 GO0043                          SUPERSEDED SURVEY CONTROL
 GO0043
 GO0043  NGVD 29 (??/??/92) 1907.974  (m)         6259.74   (f) ADJ UNCH    3 0
 GO0043
 GO0043.Superseded values are not recommended for survey control.
 GO0043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GO0043.See file dsdata.txt to determine how the superseded data were derived.
 GO0043
 GO0043_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYF463439(NAD 83)
 GO0043_MARKER: DB = BENCH MARK DISK
 GO0043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GO0043_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GO0043_STAMPING: 6259.745 D 17 1927
 GO0043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GO0043+STABILITY: SURFACE MOTION
 GO0043
 GO0043  HISTORY     - Date     Condition        Report By
 GO0043  HISTORY     - 1927     MONUMENTED       CGS
 GO0043  HISTORY     - 1966     MARK NOT FOUND   USGS
 GO0043
 GO0043                          STATION DESCRIPTION
 GO0043
 GO0043'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 GO0043'18.0 MI S FROM FARMINGTON.
 GO0043'ABOUT 18.0 MILES SOUTH ALONG THE NEWCOMB-FARMINGTON CUT-OFF ROAD FROM
 GO0043'FARMINGTON, SAN JUAN COUNTY, ABOUT 8.1 MILES NORTH OF THE ABANDONED
 GO0043'W.J. WALKER STORE BUILDING, AND 13 FEET WEST OF THE ROAD.  A STANDARD
 GO0043'DISK, STAMPED 6259.745 D 17 1927 AND SET IN THE TOP OF A CONCRETE
 GO0043'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0355 ***********************************************************************
 GN0355  DESIGNATION -  D 18
 GN0355  PID         -  GN0355
 GN0355  STATE/COUNTY-  NM/SAN JUAN
 GN0355  USGS QUAD   -  AZTEC (1985)
 GN0355
 GN0355                         *CURRENT SURVEY CONTROL
 GN0355  ___________________________________________________________________
 GN0355* NAD 83(1986)-  36 52 18.     (N)    107 56 46.     (W)     SCALED    
 GN0355* NAVD 88     -      1762.310  (meters)    5781.85   (feet)  POSTED    
 GN0355  ___________________________________________________________________
 GN0355  GEOID HEIGHT-         -20.68  (meters)                     GEOID03
 GN0355  DYNAMIC HT  -        1760.090 (meters)    5774.56  (feet)  COMP
 GN0355  MODELED GRAV-     979,311.5   (mgal)                       NAVD 88
 GN0355
 GN0355  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 GN0355
 GN0355.The horizontal coordinates were scaled from a topographic map and have
 GN0355.an estimated accuracy of +/- 6 seconds.
 GN0355
 GN0355.The orthometric height was determined by differential leveling
 GN0355.and adjusted by the National Geodetic Survey in 1992..
 GN0355.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 GN0355.rate of 2.1 thru 3.0 mm/km.
 GN0355
 GN0355.The geoid height was determined by GEOID03.
 GN0355
 GN0355.The dynamic height is computed by dividing the NAVD 88
 GN0355.geopotential number by the normal gravity value computed on the
 GN0355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GN0355.degrees latitude (g = 980.6199 gals.).
 GN0355
 GN0355.The modeled gravity was interpolated from observed gravity values.
 GN0355
 GN0355;                    North         East    Units  Estimated Accuracy
 GN0355;SPC NM W     -   651,250.      819,950.      MT  (+/- 180 meters Scaled)
 GN0355
 GN0355                          SUPERSEDED SURVEY CONTROL
 GN0355
 GN0355  NGVD 29 (??/??/92) 1761.271  (m)         5778.44   (f) ADJ UNCH    1 2
 GN0355
 GN0355.Superseded values are not recommended for survey control.
 GN0355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0355.See file dsdata.txt to determine how the superseded data were derived.
 GN0355
 GN0355_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBA373846(NAD 83)
 GN0355_MARKER: DB = BENCH MARK DISK
 GN0355_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GN0355_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GN0355_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GN0355+STABILITY: SURFACE MOTION
 GN0355
 GN0355  HISTORY     - Date     Condition        Report By
 GN0355  HISTORY     - UNK      MONUMENTED       CGS
 GN0355  HISTORY     - 1928     GOOD             NGS
 GN0355  HISTORY     - 1934     GOOD             NGS
 GN0355  HISTORY     - 1981     GOOD             USGS
 GN0355  HISTORY     - 1984     MARK NOT FOUND   NGS
 GN0355
 GN0355                          STATION DESCRIPTION
 GN0355
 GN0355'DESCRIBED BY NATIONAL GEODETIC SURVEY 1928
 GN0355'4.2 MI NE FROM AZTEC.
 GN0355'0.4 MILES NORTHEAST OF MILEPOST NO. 473, 180 FT. SOUTHWEST OF RR.
 GN0355'BRIDGE NO. 477A, 40 FT. WEST OF CENTER LINE OF D. AND R. G. W. RR.
 GN0355'TRACKS, 250 FT. NORTH OF ROAD CROSSING AT BEND IN HIGHWAY, 51 FEET
 GN0355'EAST OF THE CENTERLINE OF THE HIGHWAY.
 GN0355
 GN0355                          STATION RECOVERY (1934)
 GN0355
 GN0355'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 GN0355'RECOVERED IN GOOD CONDITION.
 GN0355
 GN0355                          STATION RECOVERY (1981)
 GN0355
 GN0355'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 GN0355'FROM THE JUNCTION OF US 550 AND STATE 44 IN AZTEC, 4.2 MILES NNE
 GN0355'ALONG 550. TABLET IS 247 FT SOUTH ALONG HIGHWAY FROM CROSSING AT HART
 GN0355'CANYON THEN 105 FT EAST OF CENTER OF HIGHWAY, 48 FT WEST OF OLD
 GN0355'RAILROAD GRADE. A STANDARD DISK STAMPED, 5778.437 D 18 1928 AND SET
 GN0355'IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 1 FT.
 GN0355
 GN0355                          STATION RECOVERY (1984)
 GN0355
 GN0355'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GN0355'NOTE=THE MARK WAS FOUND DESTROYED, THE DISK WAS NOT RECLAIMED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0005 ***********************************************************************
 FN0005  DESIGNATION -  D 19
 FN0005  PID         -  FN0005
 FN0005  STATE/COUNTY-  NM/HARDING
 FN0005  USGS QUAD   -  ROY (1974)
 FN0005
 FN0005                         *CURRENT SURVEY CONTROL
 FN0005  ___________________________________________________________________
 FN0005* NAD 83(1986)-  35 53 29.     (N)    104 08 11.     (W)     SCALED    
 FN0005* NAVD 88     -      1757.953  (meters)    5767.55   (feet)  ADJUSTED  
 FN0005  ___________________________________________________________________
 FN0005  GEOID HEIGHT-         -20.05  (meters)                     GEOID03
 FN0005  DYNAMIC HT  -        1755.716 (meters)    5760.21  (feet)  COMP
 FN0005  MODELED GRAV-     979,297.7   (mgal)                       NAVD 88
 FN0005
 FN0005  VERT ORDER  -  SECOND    CLASS 0
 FN0005
 FN0005.The horizontal coordinates were scaled from a topographic map and have
 FN0005.an estimated accuracy of +/- 6 seconds.
 FN0005
 FN0005.The orthometric height was determined by differential leveling
 FN0005.and adjusted by the National Geodetic Survey in June 1991..
 FN0005
 FN0005.The geoid height was determined by GEOID03.
 FN0005
 FN0005.The dynamic height is computed by dividing the NAVD 88
 FN0005.geopotential number by the normal gravity value computed on the
 FN0005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FN0005.degrees latitude (g = 980.6199 gals.).
 FN0005
 FN0005.The modeled gravity was interpolated from observed gravity values.
 FN0005
 FN0005;                    North         East    Units  Estimated Accuracy
 FN0005;SPC NM E     -   542,490.      182,780.      MT  (+/- 180 meters Scaled)
 FN0005
 FN0005                          SUPERSEDED SURVEY CONTROL
 FN0005
 FN0005  NGVD 29 (??/??/92) 1757.171  (m)         5764.99   (f) ADJ UNCH    2 0
 FN0005
 FN0005.Superseded values are not recommended for survey control.
 FN0005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0005.See file dsdata.txt to determine how the superseded data were derived.
 FN0005
 FN0005_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEV779722(NAD 83)
 FN0005_MARKER: DB = BENCH MARK DISK
 FN0005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FN0005_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FN0005_STAMPING: 5764.985 D 19 1928
 FN0005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FN0005+STABILITY: SURFACE MOTION
 FN0005
 FN0005  HISTORY     - Date     Condition        Report By
 FN0005  HISTORY     - 1928     MONUMENTED       CGS
 FN0005  HISTORY     - 1934     GOOD             NGS
 FN0005  HISTORY     - 1974     MARK NOT FOUND   USGS
 FN0005
 FN0005                          STATION DESCRIPTION
 FN0005
 FN0005'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FN0005'4.6 MI NW FROM SOLANA.
 FN0005'4.6 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 FN0005'SOLANA, HARDING COUNTY, 700 FEET SOUTHEAST OF MILEPOST 1691, 300 FEET
 FN0005'SOUTHEAST OF CULVERT 1690 B, 100 FEET EAST OF THE CENTERLINE OF THE
 FN0005'TRACK, AND INSIDE OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED
 FN0005'5764.985 D 19 1928 AND SET IN THE TOP OF A CONCRETE POST.
 FN0005
 FN0005                          STATION RECOVERY (1974)
 FN0005
 FN0005'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 FN0005'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0550 ***********************************************************************
 DR0550  DESIGNATION -  D 193
 DR0550  PID         -  DR0550
 DR0550  STATE/COUNTY-  NM/LINCOLN
 DR0550  USGS QUAD   -  SAN PATRICIO (1989)
 DR0550
 DR0550                         *CURRENT SURVEY CONTROL
 DR0550  ___________________________________________________________________
 DR0550* NAD 83(1986)-  33 22 55.     (N)    105 15 32.     (W)     SCALED    
 DR0550* NAVD 88     -      1595.413  (meters)    5234.28   (feet)  ADJUSTED  
 DR0550  ___________________________________________________________________
 DR0550  GEOID HEIGHT-         -20.85  (meters)                     GEOID03
 DR0550  DYNAMIC HT  -        1593.064 (meters)    5226.58  (feet)  COMP
 DR0550  MODELED GRAV-     979,108.6   (mgal)                       NAVD 88
 DR0550
 DR0550  VERT ORDER  -  SECOND    CLASS 0
 DR0550
 DR0550.The horizontal coordinates were scaled from a topographic map and have
 DR0550.an estimated accuracy of +/- 6 seconds.
 DR0550
 DR0550.The orthometric height was determined by differential leveling
 DR0550.and adjusted by the National Geodetic Survey in June 1991..
 DR0550
 DR0550.The geoid height was determined by GEOID03.
 DR0550
 DR0550.The dynamic height is computed by dividing the NAVD 88
 DR0550.geopotential number by the normal gravity value computed on the
 DR0550.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0550.degrees latitude (g = 980.6199 gals.).
 DR0550
 DR0550.The modeled gravity was interpolated from observed gravity values.
 DR0550
 DR0550;                    North         East    Units  Estimated Accuracy
 DR0550;SPC NM C     -   264,550.      592,210.      MT  (+/- 180 meters Scaled)
 DR0550
 DR0550                          SUPERSEDED SURVEY CONTROL
 DR0550
 DR0550  NGVD 29 (??/??/92) 1594.741  (m)         5232.08   (f) ADJ UNCH    2 0
 DR0550
 DR0550.Superseded values are not recommended for survey control.
 DR0550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0550.See file dsdata.txt to determine how the superseded data were derived.
 DR0550
 DR0550_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDS759936(NAD 83)
 DR0550_MARKER: DB = BENCH MARK DISK
 DR0550_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DR0550_SP_SET: CULVERT
 DR0550_STAMPING: D 193 1939
 DR0550_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR0550
 DR0550  HISTORY     - Date     Condition        Report By
 DR0550  HISTORY     - 1939     MONUMENTED       CGS
 DR0550
 DR0550                          STATION DESCRIPTION
 DR0550
 DR0550'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 DR0550'1.1 MI E FROM HONDO.
 DR0550'1.1 MILES EAST ALONG U.S. HIGHWAY 70 FROM THE GENERAL STORE AT HONDO,
 DR0550'LINCOLN COUNTY, AT A BOX CULVERT UNDER THE HIGHWAY, IN THE CENTER OF
 DR0550'THE TOP OF THE NORTH CONCRETE HEADWALL, 18 FEET NORTH OF THE
 DR0550'CENTERLINE OF THE HIGHWAY, AND LEVEL WITH THE HIGHWAY.  A STANDARD
 DR0550'DISK, STAMPED D 193 1939.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0359 ***********************************************************************
 EO0359  DESIGNATION -  D 194
 EO0359  PID         -  EO0359
 EO0359  STATE/COUNTY-  NM/ROOSEVELT
 EO0359  USGS QUAD   -  PORTALES (1985)
 EO0359
 EO0359                         *CURRENT SURVEY CONTROL
 EO0359  ___________________________________________________________________
 EO0359* NAD 83(1986)-  34 12 02.     (N)    103 19 13.     (W)     SCALED    
 EO0359* NAVD 88     -      1227.068  (meters)    4025.81   (feet)  ADJUSTED  
 EO0359  ___________________________________________________________________
 EO0359  GEOID HEIGHT-         -22.97  (meters)                     GEOID03
 EO0359  DYNAMIC HT  -        1225.490 (meters)    4020.63  (feet)  COMP
 EO0359  MODELED GRAV-     979,306.8   (mgal)                       NAVD 88
 EO0359
 EO0359  VERT ORDER  -  FIRST     CLASS II
 EO0359
 EO0359.The horizontal coordinates were scaled from a topographic map and have
 EO0359.an estimated accuracy of +/- 6 seconds.
 EO0359
 EO0359.The orthometric height was determined by differential leveling
 EO0359.and adjusted by the National Geodetic Survey in June 1991..
 EO0359
 EO0359.The geoid height was determined by GEOID03.
 EO0359
 EO0359.The dynamic height is computed by dividing the NAVD 88
 EO0359.geopotential number by the normal gravity value computed on the
 EO0359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0359.degrees latitude (g = 980.6199 gals.).
 EO0359
 EO0359.The modeled gravity was interpolated from observed gravity values.
 EO0359
 EO0359;                    North         East    Units  Estimated Accuracy
 EO0359;SPC NM E     -   355,370.      258,360.      MT  (+/- 180 meters Scaled)
 EO0359
 EO0359                          SUPERSEDED SURVEY CONTROL
 EO0359
 EO0359  NGVD 29 (??/??/92) 1226.540  (m)         4024.07   (f) ADJ UNCH    1 2
 EO0359
 EO0359.Superseded values are not recommended for survey control.
 EO0359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0359.See file dsdata.txt to determine how the superseded data were derived.
 EO0359
 EO0359_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFT547856(NAD 83)
 EO0359_MARKER: DB = BENCH MARK DISK
 EO0359_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EO0359_SP_SET: SLUICE BOX
 EO0359_STAMPING: D 194 1939
 EO0359_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EO0359
 EO0359  HISTORY     - Date     Condition        Report By
 EO0359  HISTORY     - 1939     MONUMENTED       CGS
 EO0359  HISTORY     - 1940     GOOD             NGS
 EO0359  HISTORY     - 1982     MARK NOT FOUND   NGS
 EO0359
 EO0359                          STATION DESCRIPTION
 EO0359
 EO0359'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 EO0359'1.3 MI NE FROM PORTALES.
 EO0359'1.3 MILES NORTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 EO0359'FROM THE STATION AT PORTALES, ON U.S. HIGHWAY 70, 185 FEET SOUTHEAST
 EO0359'OF THE CENTERLINE OF THE TRACK, 55 FEET SOUTHEAST OF THE CENTERLINE OF
 EO0359'THE HIGHWAY, 30 FEET SOUTH OF THE CENTERLINE OF AN EAST-AND-WEST ROAD,
 EO0359'6 FEET NORTH OF THE NORTHEAST CORNER OF A PUMPHOUSE, IN THE TOP OF THE
 EO0359'NORTH CORNER OF A CONCRETE-SLUICE BOX, 2.5 FEET ABOVE THE GROUND, AND
 EO0359'LEVEL WITH THE HIGHWAY.  A STANDARD DISK, STAMPED D 194 1939.
 EO0359
 EO0359                          STATION RECOVERY (1982)
 EO0359
 EO0359'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 EO0359'THE ROAD HAS BEEN WIDENED AT THIS LOCATION AND THE MARK SITE IS NOW A
 EO0359'4-LANE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0309 ***********************************************************************
 EP0309  DESIGNATION -  D 195
 EP0309  PID         -  EP0309
 EP0309  STATE/COUNTY-  NM/LINCOLN
 EP0309  USGS QUAD   -  COWBOY MESA NE (1981)
 EP0309
 EP0309                         *CURRENT SURVEY CONTROL
 EP0309  ___________________________________________________________________
 EP0309* NAD 83(1986)-  34 09 14.     (N)    105 01 42.     (W)     SCALED    
 EP0309* NAVD 88     -      1598.068  (meters)    5242.99   (feet)  ADJUSTED  
 EP0309  ___________________________________________________________________
 EP0309  GEOID HEIGHT-         -22.24  (meters)                     GEOID03
 EP0309  DYNAMIC HT  -        1595.778 (meters)    5235.48  (feet)  COMP
 EP0309  MODELED GRAV-     979,147.4   (mgal)                       NAVD 88
 EP0309
 EP0309  VERT ORDER  -  SECOND    CLASS 0
 EP0309
 EP0309.The horizontal coordinates were scaled from a topographic map and have
 EP0309.an estimated accuracy of +/- 6 seconds.
 EP0309
 EP0309.The orthometric height was determined by differential leveling
 EP0309.and adjusted by the National Geodetic Survey in June 1991..
 EP0309
 EP0309.The geoid height was determined by GEOID03.
 EP0309
 EP0309.The dynamic height is computed by dividing the NAVD 88
 EP0309.geopotential number by the normal gravity value computed on the
 EP0309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EP0309.degrees latitude (g = 980.6199 gals.).
 EP0309
 EP0309.The modeled gravity was interpolated from observed gravity values.
 EP0309
 EP0309;                    North         East    Units  Estimated Accuracy
 EP0309;SPC NM C     -   350,400.      612,650.      MT  (+/- 180 meters Scaled)
 EP0309
 EP0309                          SUPERSEDED SURVEY CONTROL
 EP0309
 EP0309  NGVD 29 (??/??/92) 1597.303  (m)         5240.48   (f) ADJ UNCH    2 0
 EP0309
 EP0309.Superseded values are not recommended for survey control.
 EP0309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EP0309.See file dsdata.txt to determine how the superseded data were derived.
 EP0309
 EP0309_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDT973792(NAD 83)
 EP0309_MARKER: DB = BENCH MARK DISK
 EP0309_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EP0309_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EP0309_STAMPING: D 195 1939
 EP0309_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EP0309+STABILITY: SURFACE MOTION
 EP0309
 EP0309  HISTORY     - Date     Condition        Report By
 EP0309  HISTORY     - 1939     MONUMENTED       CGS
 EP0309
 EP0309                          STATION DESCRIPTION
 EP0309
 EP0309'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 EP0309'5.2 MI E FROM LON.
 EP0309'ON THE ROSWELL-CORONA HIGHWAY, 5.2 MILES EAST OF POST OFFICE.  1030
 EP0309'FT. WEST OF A NORTH AND SOUTH WIRE FENCE.  50.0 FT. SOUTH OF
 EP0309'CENTERLINE OF HIGHWAY.  LEVEL WITH HIGHWAY.  ON TOP OF A CONCRETE
 EP0309'POST, PROJECTING 1.0 FT. ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1191 ***********************************************************************
 GL1191  DESIGNATION -  D 196
 GL1191  PID         -  GL1191
 GL1191  STATE/COUNTY-  NM/UNION
 GL1191  USGS QUAD   -  COBERT MESA SOUTH (1972)
 GL1191
 GL1191                         *CURRENT SURVEY CONTROL
 GL1191  ___________________________________________________________________
 GL1191* NAD 83(1986)-  36 56 47.     (N)    103 30 37.     (W)     SCALED    
 GL1191* NAVD 88     -      1540.890  (meters)    5055.40   (feet)  ADJUSTED  
 GL1191  ___________________________________________________________________
 GL1191  GEOID HEIGHT-         -20.55  (meters)                     GEOID03
 GL1191  DYNAMIC HT  -        1539.080 (meters)    5049.47  (feet)  COMP
 GL1191  MODELED GRAV-     979,402.9   (mgal)                       NAVD 88
 GL1191
 GL1191  VERT ORDER  -  SECOND    CLASS 0
 GL1191
 GL1191.The horizontal coordinates were scaled from a topographic map and have
 GL1191.an estimated accuracy of +/- 6 seconds.
 GL1191
 GL1191.The orthometric height was determined by differential leveling
 GL1191.and adjusted by the National Geodetic Survey in June 1991..
 GL1191
 GL1191.The geoid height was determined by GEOID03.
 GL1191
 GL1191.The dynamic height is computed by dividing the NAVD 88
 GL1191.geopotential number by the normal gravity value computed on the
 GL1191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL1191.degrees latitude (g = 980.6199 gals.).
 GL1191
 GL1191.The modeled gravity was interpolated from observed gravity values.
 GL1191
 GL1191;                    North         East    Units  Estimated Accuracy
 GL1191;SPC NM E     -   659,840.      238,310.      MT  (+/- 180 meters Scaled)
 GL1191
 GL1191                          SUPERSEDED SURVEY CONTROL
 GL1191
 GL1191  NGVD 29 (??/??/??) 1539.78   (m)         5051.8    (f) RESET       3  
 GL1191
 GL1191.Superseded values are not recommended for survey control.
 GL1191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1191.See file dsdata.txt to determine how the superseded data were derived.
 GL1191
 GL1191_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA326899(NAD 83)
 GL1191_MARKER: DB = BENCH MARK DISK
 GL1191_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL1191_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL1191_STAMPING: D 196 1939
 GL1191_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL1191+STABILITY: SURFACE MOTION
 GL1191
 GL1191  HISTORY     - Date     Condition        Report By
 GL1191  HISTORY     - 1939     MONUMENTED       CGS
 GL1191  HISTORY     - 1972     MARK NOT FOUND   USGS
 GL1191
 GL1191                          STATION DESCRIPTION
 GL1191
 GL1191'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 GL1191'28.1 MI E FROM FOLSOM.
 GL1191'28.1 MILES EAST ALONG U.S. HIGHWAY NO 64 ABOUT 100 YARDS WSW OF THE
 GL1191'FIRST OF TWO RISES IN HIGHWAY 30 FT SSE OF CENTERLINE OF HIGHWAY 3 FT.
 GL1191'NNW OF FENCE LINE.
 GL1191
 GL1191                          STATION RECOVERY (1972)
 GL1191
 GL1191'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 GL1191'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0119 ***********************************************************************
 FO0119  DESIGNATION -  D 197
 FO0119  PID         -  FO0119
 FO0119  STATE/COUNTY-  NM/RIO ARRIBA
 FO0119  USGS QUAD   -  ESPANOLA (1984)
 FO0119
 FO0119                         *CURRENT SURVEY CONTROL
 FO0119  ___________________________________________________________________
 FO0119* NAD 83(1986)-  35 59 18.     (N)    106 01 32.     (W)     SCALED    
 FO0119* NAVD 88     -      1755.843  (meters)    5760.63   (feet)  ADJUSTED  
 FO0119  ___________________________________________________________________
 FO0119  GEOID HEIGHT-         -18.89  (meters)                     GEOID03
 FO0119  DYNAMIC HT  -        1753.498 (meters)    5752.93  (feet)  COMP
 FO0119  MODELED GRAV-     979,235.7   (mgal)                       NAVD 88
 FO0119
 FO0119  VERT ORDER  -  SECOND    CLASS 0
 FO0119
 FO0119.The horizontal coordinates were scaled from a topographic map and have
 FO0119.an estimated accuracy of +/- 6 seconds.
 FO0119
 FO0119.The orthometric height was determined by differential leveling
 FO0119.and adjusted by the National Geodetic Survey in June 1991..
 FO0119
 FO0119.The geoid height was determined by GEOID03.
 FO0119
 FO0119.The dynamic height is computed by dividing the NAVD 88
 FO0119.geopotential number by the normal gravity value computed on the
 FO0119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0119.degrees latitude (g = 980.6199 gals.).
 FO0119
 FO0119.The modeled gravity was interpolated from observed gravity values.
 FO0119
 FO0119;                    North         East    Units  Estimated Accuracy
 FO0119;SPC NM C     -   553,240.      520,240.      MT  (+/- 180 meters Scaled)
 FO0119
 FO0119                          SUPERSEDED SURVEY CONTROL
 FO0119
 FO0119  NGVD 29 (??/??/92) 1754.843  (m)         5757.35   (f) ADJ UNCH    2 0
 FO0119
 FO0119.Superseded values are not recommended for survey control.
 FO0119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0119.See file dsdata.txt to determine how the superseded data were derived.
 FO0119
 FO0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV075831(NAD 83)
 FO0119_MARKER: DB = BENCH MARK DISK
 FO0119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FO0119_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FO0119_STAMPING: D 197 1940
 FO0119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO0119+STABILITY: SURFACE MOTION
 FO0119
 FO0119  HISTORY     - Date     Condition        Report By
 FO0119  HISTORY     - 1940     MONUMENTED       CGS
 FO0119  HISTORY     - 1941     GOOD             NGS
 FO0119  HISTORY     - 1953     GOOD             NGS
 FO0119
 FO0119                          STATION DESCRIPTION
 FO0119
 FO0119'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 FO0119'3.7 MI NE FROM ESPANOLA.
 FO0119'TO REACH FROM THE POST OFFICE, PROCEED EASTERLY 0.6 MILE ALONG U.S.
 FO0119'HIGHWAY NO. 285, THENCE NORTHERLY 0.6 MILE ALONG U.S. HIGHWAY NO. 64,
 FO0119'THENCE EASTERLY 2.5 MILES ALONG GRAVELED ROAD TOWARDS CHIMAYO.  BENCH
 FO0119'MARK IS AT THE TOP OF A SMALL RISE, ABOUT MIDWAY BETWEEN TWO CURVES.
 FO0119'IT IS ABOUT 78 FEET WESTERLY FROM INTERSECTION OF FENCES AT A JOG IN
 FO0119'FENCE PARALLELING THE ROAD.  IT IS 28 FEET SOUTHERLY FROM AND ABOUT
 FO0119'2.0 FEET BELOW CENTER LINE OF THE ROAD.  IT IS 10.5 FEET NORTHERLY
 FO0119'FROM FENCE.  IT IS 2.7 FEET EASTERLY FROM A 4 X 4-INCH WOODEN POST.
 FO0119'STD. DISK IN CONCRETE POST PROJECTING ABOUT 0.4 FOOT.
 FO0119
 FO0119                          STATION RECOVERY (1953)
 FO0119
 FO0119'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 FO0119'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0597 ***********************************************************************
 FO0597  DESIGNATION -  D 198
 FO0597  PID         -  FO0597
 FO0597  STATE/COUNTY-  NM/SANDOVAL
 FO0597  USGS QUAD   -  JEMEZ SPRINGS (1976)
 FO0597
 FO0597                         *CURRENT SURVEY CONTROL
 FO0597  ___________________________________________________________________
 FO0597* NAD 83(1986)-  35 49 15.     (N)    106 39 47.     (W)     SCALED    
 FO0597* NAVD 88     -      2026.196  (meters)    6647.61   (feet)  ADJUSTED  
 FO0597  ___________________________________________________________________
 FO0597  GEOID HEIGHT-         -19.00  (meters)                     GEOID03
 FO0597  DYNAMIC HT  -        2023.387 (meters)    6638.40  (feet)  COMP
 FO0597  MODELED GRAV-     979,174.7   (mgal)                       NAVD 88
 FO0597
 FO0597  VERT ORDER  -  SECOND    CLASS 0
 FO0597
 FO0597.The horizontal coordinates were scaled from a topographic map and have
 FO0597.an estimated accuracy of +/- 6 seconds.
 FO0597
 FO0597.The orthometric height was determined by differential leveling
 FO0597.and adjusted by the National Geodetic Survey in June 1991..
 FO0597
 FO0597.The geoid height was determined by GEOID03.
 FO0597
 FO0597.The dynamic height is computed by dividing the NAVD 88
 FO0597.geopotential number by the normal gravity value computed on the
 FO0597.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0597.degrees latitude (g = 980.6199 gals.).
 FO0597
 FO0597.The modeled gravity was interpolated from observed gravity values.
 FO0597
 FO0597;                    North         East    Units  Estimated Accuracy
 FO0597;SPC NM C     -   534,710.      462,680.      MT  (+/- 180 meters Scaled)
 FO0597
 FO0597                          SUPERSEDED SURVEY CONTROL
 FO0597
 FO0597  NGVD 29 (??/??/92) 2025.154  (m)         6644.19   (f) ADJ UNCH    2 0
 FO0597
 FO0597.Superseded values are not recommended for survey control.
 FO0597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0597.See file dsdata.txt to determine how the superseded data were derived.
 FO0597
 FO0597_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV497653(NAD 83)
 FO0597_MARKER: DB = BENCH MARK DISK
 FO0597_SETTING: 80 = SET IN A BOULDER
 FO0597_STAMPING: D 198 1940
 FO0597_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO0597+STABILITY: SURFACE MOTION
 FO0597
 FO0597  HISTORY     - Date     Condition        Report By
 FO0597  HISTORY     - 1940     MONUMENTED       CGS
 FO0597  HISTORY     - 1970     MARK NOT FOUND   USGS
 FO0597
 FO0597                          STATION DESCRIPTION
 FO0597
 FO0597'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 FO0597'3.7 MI N FROM JEMEZ SPRINGS.
 FO0597'3.7 MILES NORTH ALONG STATE HIGHWAY 4 FROM THE RANGER STATION AT JEMEZ
 FO0597'SPRINGS, SANDOVAL COUNTY, 0.1 MILE SOUTH OF A RANCH HOUSE, 370 FEET
 FO0597'SOUTH OF A WASH, 90 FEET SOUTH OF THE SUMMIT OF A HILL, 43 FEET EAST
 FO0597'OF THE CENTERLINE OF THE HIGHWAY, 3 FEET NORTHEAST OF A CEDAR TREE IN
 FO0597'THE TOP OF THE NORTHEAST END OF A LARGE BLACK BOULDER PROJECTING 1.4
 FO0597'FEET ABOVE THE GROUND, AND 2.5 FEET LOWER THAN THE HIGHWAY. A STANDARD
 FO0597'DISK, STAMPED D 198 1940.
 FO0597
 FO0597                          STATION RECOVERY (1970)
 FO0597
 FO0597'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 FO0597'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0335 ***********************************************************************
 EO0335  DESIGNATION -  D 199
 EO0335  PID         -  EO0335
 EO0335  STATE/COUNTY-  NM/CURRY
 EO0335  USGS QUAD   -  CLOVIS (1985)
 EO0335
 EO0335                         *CURRENT SURVEY CONTROL
 EO0335  ___________________________________________________________________
 EO0335* NAD 83(1986)-  34 22 30.     (N)    103 13 23.     (W)     SCALED    
 EO0335* NAVD 88     -      1292.274  (meters)    4239.74   (feet)  ADJUSTED  
 EO0335  ___________________________________________________________________
 EO0335  GEOID HEIGHT-         -23.52  (meters)                     GEOID03
 EO0335  DYNAMIC HT  -        1290.580 (meters)    4234.18  (feet)  COMP
 EO0335  MODELED GRAV-     979,279.4   (mgal)                       NAVD 88
 EO0335
 EO0335  VERT ORDER  -  FIRST     CLASS II
 EO0335
 EO0335.The horizontal coordinates were scaled from a topographic map and have
 EO0335.an estimated accuracy of +/- 6 seconds.
 EO0335
 EO0335.The orthometric height was determined by differential leveling
 EO0335.and adjusted by the National Geodetic Survey in June 1991..
 EO0335
 EO0335.The geoid height was determined by GEOID03.
 EO0335
 EO0335.The dynamic height is computed by dividing the NAVD 88
 EO0335.geopotential number by the normal gravity value computed on the
 EO0335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0335.degrees latitude (g = 980.6199 gals.).
 EO0335
 EO0335.The modeled gravity was interpolated from observed gravity values.
 EO0335
 EO0335;                    North         East    Units  Estimated Accuracy
 EO0335;SPC NM E     -   374,810.      267,110.      MT  (+/- 180 meters Scaled)
 EO0335
 EO0335                          SUPERSEDED SURVEY CONTROL
 EO0335
 EO0335  NGVD 29 (??/??/92) 1291.677  (m)         4237.78   (f) ADJ UNCH    1 2
 EO0335
 EO0335.Superseded values are not recommended for survey control.
 EO0335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0335.See file dsdata.txt to determine how the superseded data were derived.
 EO0335
 EO0335_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFU633051(NAD 83)
 EO0335_MARKER: DB = BENCH MARK DISK
 EO0335_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EO0335_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EO0335_STAMPING: D 199 1940
 EO0335_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EO0335+STABILITY: SURFACE MOTION
 EO0335
 EO0335  HISTORY     - Date     Condition        Report By
 EO0335  HISTORY     - 1940     MONUMENTED       CGS
 EO0335  HISTORY     - 1982     MARK NOT FOUND   NGS
 EO0335
 EO0335                          STATION DESCRIPTION
 EO0335
 EO0335'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 EO0335'2.4 MI SW FROM CLOVIS.
 EO0335'2.4 MILES SOUTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 EO0335'FROM THE STATION AT CLOVIS, AT A ROAD CROSSING, 68 FEET SOUTHEAST OF
 EO0335'THE CENTER OF THE CROSSING, 41 FEET EAST OF THE CENTERLINE OF THE
 EO0335'TRACK, 34 FEET WEST OF THE RIGHT-OF-WAY FENCE, 14 FEET SOUTH OF A
 EO0335'POLE, IN LINE WITH THE ROW OF POLES, AND 3 FEET NORTH OF A WHITE
 EO0335'WOODEN WITNESS POST.  A STANDARD DISK, STAMPED D 199 1940 AND SET IN
 EO0335'THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE GROUND.
 EO0335
 EO0335                          STATION RECOVERY (1982)
 EO0335
 EO0335'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 EO0335'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0355 ***********************************************************************
 EQ0355  DESIGNATION -  D 2
 EQ0355  PID         -  EQ0355
 EQ0355  STATE/COUNTY-  NM/VALENCIA
 EQ0355  USGS QUAD   -  SOUTH GARCIA SE (1975)
 EQ0355
 EQ0355                         *CURRENT SURVEY CONTROL
 EQ0355  ___________________________________________________________________
 EQ0355* NAD 83(1986)-  34 48 27.     (N)    107 01 25.     (W)     SCALED    
 EQ0355* NAVD 88     -      1554.581  (meters)    5100.32   (feet)  POSTED    
 EQ0355  ___________________________________________________________________
 EQ0355  GEOID HEIGHT-         -21.70  (meters)                     GEOID03
 EQ0355  DYNAMIC HT  -        1552.420 (meters)    5093.23  (feet)  COMP
 EQ0355  MODELED GRAV-     979,192.7   (mgal)                       NAVD 88
 EQ0355
 EQ0355  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EQ0355
 EQ0355.The horizontal coordinates were scaled from a topographic map and have
 EQ0355.an estimated accuracy of +/- 6 seconds.
 EQ0355
 EQ0355.The orthometric height was determined by differential leveling
 EQ0355.and adjusted by the National Geodetic Survey in 1992..
 EQ0355.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EQ0355.rate of 0.0 thru 1.0 mm/km.
 EQ0355
 EQ0355.The geoid height was determined by GEOID03.
 EQ0355
 EQ0355.The dynamic height is computed by dividing the NAVD 88
 EQ0355.geopotential number by the normal gravity value computed on the
 EQ0355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0355.degrees latitude (g = 980.6199 gals.).
 EQ0355
 EQ0355.The modeled gravity was interpolated from observed gravity values.
 EQ0355
 EQ0355;                    North         East    Units  Estimated Accuracy
 EQ0355;SPC NM C     -   422,490.      429,220.      MT  (+/- 180 meters Scaled)
 EQ0355
 EQ0355                          SUPERSEDED SURVEY CONTROL
 EQ0355
 EQ0355  NGVD 29 (??/??/92) 1553.705  (m)         5097.45   (f) ADJ UNCH    1 2
 EQ0355
 EQ0355.Superseded values are not recommended for survey control.
 EQ0355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0355.See file dsdata.txt to determine how the superseded data were derived.
 EQ0355
 EQ0355_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU148535(NAD 83)
 EQ0355_MARKER: Z = SEE DESCRIPTION
 EQ0355_SETTING: 0 = UNSPECIFIED SETTING
 EQ0355_STAMPING: 5097.447
 EQ0355_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EQ0355
 EQ0355  HISTORY     - Date     Condition        Report By
 EQ0355  HISTORY     - UNK      MONUMENTED       CGS
 EQ0355  HISTORY     - 1934     GOOD             NGS
 EQ0355
 EQ0355                          STATION DESCRIPTION
 EQ0355
 EQ0355'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 EQ0355'2.0 MI W FROM RIO PUERCO.
 EQ0355'ABOUT 2.0 MILES WEST OF RIO PUERCO, VALENCIA COUNTY, N. MEX., 10.6
 EQ0355'FEET SOUTH OF MILEPOST 36, 53.2 FEET NORTH OF THE CENTER OF THE
 EQ0355'ATCHISON, TOPEKA AND SANTA FE RAILWAY TRACK AND ABOUT 3.0 FEET BELOW
 EQ0355'THE GRADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0130 ***********************************************************************
 GM0130  DESIGNATION -  D 20
 GM0130  PID         -  GM0130
 GM0130  STATE/COUNTY-  NM/COLFAX
 GM0130  USGS QUAD   -  FRENCH (1965)
 GM0130
 GM0130                         *CURRENT SURVEY CONTROL
 GM0130  ___________________________________________________________________
 GM0130* NAD 83(1986)-  36 28 14.     (N)    104 33 51.     (W)     SCALED    
 GM0130* NAVD 88     -      1782.813  (meters)    5849.11   (feet)  ADJUSTED  
 GM0130  ___________________________________________________________________
 GM0130  GEOID HEIGHT-         -18.75  (meters)                     GEOID03
 GM0130  DYNAMIC HT  -        1780.560 (meters)    5841.72  (feet)  COMP
 GM0130  MODELED GRAV-     979,305.3   (mgal)                       NAVD 88
 GM0130
 GM0130  VERT ORDER  -  FIRST     CLASS II
 GM0130
 GM0130.The horizontal coordinates were scaled from a topographic map and have
 GM0130.an estimated accuracy of +/- 6 seconds.
 GM0130
 GM0130.The orthometric height was determined by differential leveling
 GM0130.and adjusted by the National Geodetic Survey in June 1991..
 GM0130
 GM0130.The geoid height was determined by GEOID03.
 GM0130
 GM0130.The dynamic height is computed by dividing the NAVD 88
 GM0130.geopotential number by the normal gravity value computed on the
 GM0130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GM0130.degrees latitude (g = 980.6199 gals.).
 GM0130
 GM0130.The modeled gravity was interpolated from observed gravity values.
 GM0130
 GM0130;                    North         East    Units  Estimated Accuracy
 GM0130;SPC NM E     -   606,750.      144,310.      MT  (+/- 180 meters Scaled)
 GM0130
 GM0130                          SUPERSEDED SURVEY CONTROL
 GM0130
 GM0130  NGVD 29 (??/??/92) 1781.978  (m)         5846.37   (f) ADJ UNCH    1 2
 GM0130
 GM0130.Superseded values are not recommended for survey control.
 GM0130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0130.See file dsdata.txt to determine how the superseded data were derived.
 GM0130
 GM0130_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEA390362(NAD 83)
 GM0130_MARKER: DB = BENCH MARK DISK
 GM0130_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GM0130_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GM0130_STAMPING: 5846.373 D 20 1929
 GM0130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GM0130+STABILITY: SURFACE MOTION
 GM0130
 GM0130  HISTORY     - Date     Condition        Report By
 GM0130  HISTORY     - 1929     MONUMENTED       CGS
 GM0130  HISTORY     - 1966     GOOD             USGS
 GM0130
 GM0130                          STATION DESCRIPTION
 GM0130
 GM0130'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 GM0130'IN FRENCH.
 GM0130'AT FRENCH, COLFAX COUNTY, ON THE YORK CANYON BRANCH OF A.T. AND SF RR.
 GM0130'BENCH MARK IS LOCATED ABOUT 940 FEET WEST OF THE A.T AND SF MAIN LINE
 GM0130'TRACK, BETWEEN THE TRACKS OF A Y, 720 FEET EAST OF Y SWITCH, 31 FEET
 GM0130'NORTH OF SOUTH TRACK ON TOP EDGE OF CUT.  A STANDARD TABLET, SET IN
 GM0130'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0414 ***********************************************************************
 EO0414  DESIGNATION -  D 200
 EO0414  PID         -  EO0414
 EO0414  STATE/COUNTY-  NM/ROOSEVELT
 EO0414  USGS QUAD   -  FLOYD SE (1987)
 EO0414
 EO0414                         *CURRENT SURVEY CONTROL
 EO0414  ___________________________________________________________________
 EO0414* NAD 83(1986)-  34 04 07.     (N)    103 30 04.     (W)     SCALED    
 EO0414* NAVD 88     -      1295.185  (meters)    4249.29   (feet)  ADJUSTED  
 EO0414  ___________________________________________________________________
 EO0414  GEOID HEIGHT-         -22.75  (meters)                     GEOID03
 EO0414  DYNAMIC HT  -        1293.476 (meters)    4243.68  (feet)  COMP
 EO0414  MODELED GRAV-     979,271.0   (mgal)                       NAVD 88
 EO0414
 EO0414  VERT ORDER  -  FIRST     CLASS II
 EO0414
 EO0414.The horizontal coordinates were scaled from a topographic map and have
 EO0414.an estimated accuracy of +/- 6 seconds.
 EO0414
 EO0414.The orthometric height was determined by differential leveling
 EO0414.and adjusted by the National Geodetic Survey in June 1991..
 EO0414
 EO0414.The geoid height was determined by GEOID03.
 EO0414
 EO0414.The dynamic height is computed by dividing the NAVD 88
 EO0414.geopotential number by the normal gravity value computed on the
 EO0414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0414.degrees latitude (g = 980.6199 gals.).
 EO0414
 EO0414.The modeled gravity was interpolated from observed gravity values.
 EO0414
 EO0414;                    North         East    Units  Estimated Accuracy
 EO0414;SPC NM E     -   340,580.      241,820.      MT  (+/- 180 meters Scaled)
 EO0414
 EO0414                          SUPERSEDED SURVEY CONTROL
 EO0414
 EO0414.No superseded survey control is available for this station.
 EO0414
 EO0414_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFT383707(NAD 83)
 EO0414_MARKER: DB = BENCH MARK DISK
 EO0414_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EO0414_SP_SET: CULVERT
 EO0414_STAMPING: D 200 1940
 EO0414_MARK LOGO: CGS   
 EO0414_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EO0414
 EO0414  HISTORY     - Date     Condition        Report By
 EO0414  HISTORY     - 1940     MONUMENTED       CGS
 EO0414  HISTORY     - 1944     GOOD             NGS
 EO0414  HISTORY     - 1982     GOOD             NGS
 EO0414
 EO0414                          STATION DESCRIPTION
 EO0414
 EO0414'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 EO0414'12.4 MI SW FROM PORTALES.
 EO0414'12.4 MILES SOUTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 EO0414'FROM THE STATION AT PORTALES, 0.8 MILE SOUTHWEST OF THE STATION SIGN
 EO0414'AT DELPHOS, 45 FEET SOUTH OF MILEPOST 30, 125 FEET SOUTHEAST OF THE
 EO0414'CENTERLINE OF THE TRACK, ON U.S. HIGHWAY 70, AT A CULVERT, IN THE TOP
 EO0414'OF THE NORTHWEST CONCRETE HEADWALL, 1 FOOT NORTHEAST OF THE SOUTHWEST
 EO0414'END, 15 FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, AND ABOUT 1
 EO0414'FOOT LOWER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED D 200 1940.
 EO0414
 EO0414                          STATION RECOVERY (1982)
 EO0414
 EO0414'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 EO0414'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  19.7 KM (12.25
 EO0414'MI) SOUTHWESTERLY ALONG THE SANTA FE RAILROAD FROM THE RAILROAD
 EO0414'STATION IN PORTALES, IN TOP OF AND 0.3 METER (1.0 FT) NORTHEAST OF THE
 EO0414'SOUTHWEST END OF THE NORTHWEST HEADWALL OF A 36-INCH CONCRETE PIPE
 EO0414'CULVERT UNDER THE HIGHWAY, 37.2 METERS (122.0 FT) SOUTHEAST OF THE
 EO0414'NEAR RAIL, 33.8 METERS (110.9 FT) EAST-SOUTHEAST OF MILEPOST 30 AND
 EO0414'7.3 METERS (24.0 FT) NORTHWEST OF THE CENTERLINE OF U.  S. HIGHWAY 70.
 EO0414'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0041 ***********************************************************************
 DR0041  DESIGNATION -  D 202
 DR0041  PID         -  DR0041
 DR0041  STATE/COUNTY-  NM/CHAVES
 DR0041  USGS QUAD   -  CAMPBELL (1979)
 DR0041
 DR0041                         *CURRENT SURVEY CONTROL
 DR0041  ___________________________________________________________________
 DR0041* NAD 83(1986)-  33 35 45.     (N)    104 14 01.     (W)     SCALED    
 DR0041* NAVD 88     -      1206.236  (meters)    3957.46   (feet)  ADJUSTED  
 DR0041  ___________________________________________________________________
 DR0041  GEOID HEIGHT-         -23.21  (meters)                     GEOID03
 DR0041  DYNAMIC HT  -        1204.599 (meters)    3952.09  (feet)  COMP
 DR0041  MODELED GRAV-     979,237.5   (mgal)                       NAVD 88
 DR0041
 DR0041  VERT ORDER  -  FIRST     CLASS II
 DR0041
 DR0041.The horizontal coordinates were scaled from a topographic map and have
 DR0041.an estimated accuracy of +/- 6 seconds.
 DR0041
 DR0041.The orthometric height was determined by differential leveling
 DR0041.and adjusted by the National Geodetic Survey in June 1991..
 DR0041
 DR0041.The geoid height was determined by GEOID03.
 DR0041
 DR0041.The dynamic height is computed by dividing the NAVD 88
 DR0041.geopotential number by the normal gravity value computed on the
 DR0041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0041.degrees latitude (g = 980.6199 gals.).
 DR0041
 DR0041.The modeled gravity was interpolated from observed gravity values.
 DR0041
 DR0041;                    North         East    Units  Estimated Accuracy
 DR0041;SPC NM E     -   287,840.      174,260.      MT  (+/- 180 meters Scaled)
 DR0041
 DR0041                          SUPERSEDED SURVEY CONTROL
 DR0041
 DR0041  NGVD 29 (??/??/92) 1205.656  (m)         3955.56   (f) ADJ UNCH    1 2
 DR0041
 DR0041.Superseded values are not recommended for survey control.
 DR0041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0041.See file dsdata.txt to determine how the superseded data were derived.
 DR0041
 DR0041_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SET711176(NAD 83)
 DR0041_MARKER: DB = BENCH MARK DISK
 DR0041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR0041_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DR0041_STAMPING: D 202 1941
 DR0041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR0041+STABILITY: SURFACE MOTION
 DR0041
 DR0041  HISTORY     - Date     Condition        Report By
 DR0041  HISTORY     - 1941     MONUMENTED       CGS
 DR0041
 DR0041                          STATION DESCRIPTION
 DR0041
 DR0041'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 DR0041'1.6 MI SW FROM CAMPBELL.
 DR0041'1.6 MILES SOUTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 DR0041'FROM THE STATION AT CAMPBELL, 100 FEET WEST-NORTHWEST OF IRON MILEPOST
 DR0041'84, 98 FEET NORTHWEST OF THE CENTERLINE OF THE TRACK, 2 FEET SOUTHEAST
 DR0041'OF THE RIGHT-OF-WAY FENCE, 3 FEET EAST OF A WHITE WOODEN WITNESS POST,
 DR0041'AND LEVEL WITH THE TRACK.  A STANDARD DISK, STAMPED D 202 1941 AND SET
 DR0041'IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0302 ***********************************************************************
 DR0302  DESIGNATION -  D 203
 DR0302  PID         -  DR0302
 DR0302  STATE/COUNTY-  NM/CHAVES
 DR0302  USGS QUAD   -  ROSWELL NORTH (1975)
 DR0302
 DR0302                         *CURRENT SURVEY CONTROL
 DR0302  ___________________________________________________________________
 DR0302* NAD 83(1986)-  33 23 38.     (N)    104 34 48.     (W)     SCALED    
 DR0302* NAVD 88     -      1105.420  (meters)    3626.70   (feet)  ADJUSTED  
 DR0302  ___________________________________________________________________
 DR0302  GEOID HEIGHT-         -23.12  (meters)                     GEOID03
 DR0302  DYNAMIC HT  -        1103.901 (meters)    3621.72  (feet)  COMP
 DR0302  MODELED GRAV-     979,225.7   (mgal)                       NAVD 88
 DR0302
 DR0302  VERT ORDER  -  FIRST     CLASS II
 DR0302
 DR0302.The horizontal coordinates were scaled from a topographic map and have
 DR0302.an estimated accuracy of +/- 6 seconds.
 DR0302
 DR0302.The orthometric height was determined by differential leveling
 DR0302.and adjusted by the National Geodetic Survey in June 1991..
 DR0302
 DR0302.The geoid height was determined by GEOID03.
 DR0302
 DR0302.The dynamic height is computed by dividing the NAVD 88
 DR0302.geopotential number by the normal gravity value computed on the
 DR0302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0302.degrees latitude (g = 980.6199 gals.).
 DR0302
 DR0302.The modeled gravity was interpolated from observed gravity values.
 DR0302
 DR0302;                    North         East    Units  Estimated Accuracy
 DR0302;SPC NM E     -   265,460.      142,050.      MT  (+/- 180 meters Scaled)
 DR0302
 DR0302                          SUPERSEDED SURVEY CONTROL
 DR0302
 DR0302  NGVD 29 (??/??/92) 1104.875  (m)         3624.91   (f) ADJ UNCH    1 2
 DR0302
 DR0302.Superseded values are not recommended for survey control.
 DR0302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0302.See file dsdata.txt to determine how the superseded data were derived.
 DR0302
 DR0302_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES390950(NAD 83)
 DR0302_MARKER: DB = BENCH MARK DISK
 DR0302_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR0302_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DR0302_STAMPING: D 203 1941
 DR0302_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR0302+STABILITY: SURFACE MOTION
 DR0302
 DR0302  HISTORY     - Date     Condition        Report By
 DR0302  HISTORY     - 1941     MONUMENTED       CGS
 DR0302  HISTORY     - 20050709 GOOD             USPSQD
 DR0302
 DR0302                          STATION DESCRIPTION
 DR0302
 DR0302'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 DR0302'3.3 MI W FROM ROSWELL.
 DR0302'3.3 MILES WEST ALONG U.S. HIGHWAY 70 FROM THE INTERSECTION OF MAIN AND
 DR0302'SECOND STREETS AT ROSWELL, CHAVES COUNTY, 0.2 MILE WEST OF A SMALL
 DR0302'BRIDGE, 60 FEET EAST OF IRON RIGHT-OF-WAY POST 200+00, 49 FEET SOUTH
 DR0302'OF THE CENTERLINE OF THE HIGHWAY, 1 FOOT NORTH OF THE RIGHT-OF-WAY
 DR0302'FENCE, 3 FEET WEST OF A WHITE WOODEN WITNESS POST, AND ABOUT 1 FOOT
 DR0302'LOWER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED D 203 1941 AND SET
 DR0302'IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE GROUND.
 DR0302
 DR0302                          STATION RECOVERY (2005)
 DR0302
 DR0302'RECOVERY NOTE BY US POWER SQUADRON 2005 (RTK)
 DR0302'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0790 ***********************************************************************
 DR0790  DESIGNATION -  D 204
 DR0790  PID         -  DR0790
 DR0790  STATE/COUNTY-  NM/CHAVES
 DR0790  USGS QUAD   -  BAR C BAR RANCH (1991)
 DR0790
 DR0790                         *CURRENT SURVEY CONTROL
 DR0790  ___________________________________________________________________
 DR0790* NAD 83(1986)-  33 11 21.     (N)    104 13 03.     (W)     SCALED    
 DR0790* NAVD 88     -      1071.330  (meters)    3514.86   (feet)  ADJUSTED  
 DR0790  ___________________________________________________________________
 DR0790  GEOID HEIGHT-         -23.07  (meters)                     GEOID03
 DR0790  DYNAMIC HT  -        1069.870 (meters)    3510.07  (feet)  COMP
 DR0790  MODELED GRAV-     979,238.4   (mgal)                       NAVD 88
 DR0790
 DR0790  VERT ORDER  -  SECOND    CLASS 0
 DR0790
 DR0790.The horizontal coordinates were scaled from a topographic map and have
 DR0790.an estimated accuracy of +/- 6 seconds.
 DR0790
 DR0790.The orthometric height was determined by differential leveling
 DR0790.and adjusted by the National Geodetic Survey in June 1991..
 DR0790
 DR0790.The geoid height was determined by GEOID03.
 DR0790
 DR0790.The dynamic height is computed by dividing the NAVD 88
 DR0790.geopotential number by the normal gravity value computed on the
 DR0790.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0790.degrees latitude (g = 980.6199 gals.).
 DR0790
 DR0790.The modeled gravity was interpolated from observed gravity values.
 DR0790
 DR0790;                    North         East    Units  Estimated Accuracy
 DR0790;SPC NM E     -   242,740.      175,800.      MT  (+/- 180 meters Scaled)
 DR0790
 DR0790                          SUPERSEDED SURVEY CONTROL
 DR0790
 DR0790  NGVD 29 (??/??/92) 1070.868  (m)         3513.34   (f) ADJ UNCH    2 0
 DR0790
 DR0790.Superseded values are not recommended for survey control.
 DR0790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0790.See file dsdata.txt to determine how the superseded data were derived.
 DR0790
 DR0790_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES729725(NAD 83)
 DR0790_MARKER: DB = BENCH MARK DISK
 DR0790_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR0790_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DR0790_STAMPING: D 204 1941
 DR0790_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR0790+STABILITY: SURFACE MOTION
 DR0790
 DR0790  HISTORY     - Date     Condition        Report By
 DR0790  HISTORY     - 1941     MONUMENTED       CGS
 DR0790
 DR0790                          STATION DESCRIPTION
 DR0790
 DR0790'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 DR0790'10.8 MI E FROM DEXTER.
 DR0790'TO REACH BENCH MARK FROM THE DEXTER RAILROAD STATION, PROCEED EAST ON
 DR0790'MAIN ROAD, GO 2.0 MILES.  THENCE, TURN LEFT (NORTH), GO 0.8 MILES.
 DR0790'THENCE, TURN RIGHT (NORTHEAST), GO 0.3 MILES.  THENCE, TURN
 DR0790'RIGHT(EASTERLY), GO 1.7 MILES.  THENCE, TURN RIGHT (SOUTH), GO 0.6
 DR0790'MILES.  THENCE, TURN LEFT (EASTERLY), GO 2.6 MILES TO FORK IN ROAD.
 DR0790'THENCE, TAKE LEFT FORK GO 0.2 MILES TO ANOTHER FORK.  THENCE, TAKE
 DR0790'RIGHT FORK AND GO 2.6 MILES TO SITE OF BENCH MARK.  BENCH MARK IS AT
 DR0790'THE WEST EDGE OF RED SAND DUNES, AND ON THE NORTH SLOPE.  24 FEET
 DR0790'SOUTH OF AND ABOUT 2 FEET ABOVE THE CENTER LINE OF THE ROAD.  3 FEET
 DR0790'EAST OF A 4 X 4 INCH WOODEN MARKER POST.  THE MONUMENT PROJECTS 0.8
 DR0790'FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0411 ***********************************************************************
 EQ0411  DESIGNATION -  D 205
 EQ0411  PID         -  EQ0411
 EQ0411  STATE/COUNTY-  NM/SOCORRO
 EQ0411  USGS QUAD   -  ARROYO LANDAVASO (1995)
 EQ0411
 EQ0411                         *CURRENT SURVEY CONTROL
 EQ0411  ___________________________________________________________________
 EQ0411* NAD 83(1986)-  34 06 50.     (N)    107 16 17.     (W)     SCALED    
 EQ0411* NAVD 88     -      1999.726  (meters)    6560.77   (feet)  ADJUSTED  
 EQ0411  ___________________________________________________________________
 EQ0411  GEOID HEIGHT-         -21.56  (meters)                     GEOID03
 EQ0411  DYNAMIC HT  -        1996.706 (meters)    6550.86  (feet)  COMP
 EQ0411  MODELED GRAV-     979,054.0   (mgal)                       NAVD 88
 EQ0411
 EQ0411  VERT ORDER  -  FIRST     CLASS I
 EQ0411
 EQ0411.The horizontal coordinates were scaled from a topographic map and have
 EQ0411.an estimated accuracy of +/- 6 seconds.
 EQ0411
 EQ0411.The orthometric height was determined by differential leveling
 EQ0411.and adjusted by the National Geodetic Survey in June 1991..
 EQ0411
 EQ0411.The geoid height was determined by GEOID03.
 EQ0411
 EQ0411.The dynamic height is computed by dividing the NAVD 88
 EQ0411.geopotential number by the normal gravity value computed on the
 EQ0411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0411.degrees latitude (g = 980.6199 gals.).
 EQ0411
 EQ0411.The modeled gravity was interpolated from observed gravity values.
 EQ0411
 EQ0411;                    North         East    Units  Estimated Accuracy
 EQ0411;SPC NM C     -   345,760.      405,770.      MT  (+/- 180 meters Scaled)
 EQ0411
 EQ0411                          SUPERSEDED SURVEY CONTROL
 EQ0411
 EQ0411  NGVD 29 (??/??/92) 1998.860  (m)         6557.93   (f) ADJ UNCH    1 1
 EQ0411
 EQ0411.Superseded values are not recommended for survey control.
 EQ0411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0411.See file dsdata.txt to determine how the superseded data were derived.
 EQ0411
 EQ0411_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBT905771(NAD 83)
 EQ0411_MARKER: DB = BENCH MARK DISK
 EQ0411_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EQ0411_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EQ0411_STAMPING: D 205 1941
 EQ0411_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EQ0411+STABILITY: SURFACE MOTION
 EQ0411
 EQ0411  HISTORY     - Date     Condition        Report By
 EQ0411  HISTORY     - 1941     MONUMENTED       CGS
 EQ0411  HISTORY     - 1953     GOOD             NGS
 EQ0411  HISTORY     - 1978     GOOD             NGS
 EQ0411
 EQ0411                          STATION DESCRIPTION
 EQ0411
 EQ0411'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 EQ0411'1.7 MI W FROM MAGDALENA.
 EQ0411'TO REACH BENCH MARK FROM THE POST OFFICE IN MAGDALENA, GO 1.7 MILES
 EQ0411'WEST ALONG STATE HIGHWAY NO. 52 TO SITE OF BENCH MARK.  BENCH MARK IS
 EQ0411'ABOUT 350.0 FEET WEST OF CENTER OF INTERSECTION OF STATE HIGHWAY NO.
 EQ0411'52 WITH U. S. HIGHWAY NO. 60, ABOUT 114 FEET NORTH OF THE CENTERLINE
 EQ0411'OF U. S. HIGHWAY NO. 60.  38.0 FEET SOUTHWEST OF AND ABOUT 2.0 FEET
 EQ0411'ABOVE THE CENTERLINE OF STATE HIGHWAY NO. 52.  3.0 FEET EAST OF A 4 X
 EQ0411'4 INCH WOODEN MARKER POST.  THE MONUMENT PROJECTS 0.5 FOOT.
 EQ0411
 EQ0411                          STATION RECOVERY (1953)
 EQ0411
 EQ0411'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 EQ0411'RECOVERED IN GOOD CONDITION.
 EQ0411
 EQ0411                          STATION RECOVERY (1978)
 EQ0411
 EQ0411'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EQ0411'1.0 MILE WEST ALONG U.S. HIGHWAY 60 FROM THE POST OFFICE IN MAGDALENA,
 EQ0411'AND THENCE 1.1 MILES NORTHWEST ALONG STATE HIGHWAY 52, 350 FEET WEST
 EQ0411'OF THE INTERSECTION OF HIGHWAY 52 AND A ROAD LEADING WEST, 114 FEET
 EQ0411'NORTH OF THE ROAD LEADING WEST, 38 FEET SOUTHWEST OF THE CENTERLINE
 EQ0411'OF HIGHWAY 52, AND 6 FEET NORTH OF AN EAST AND WEST FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0441 ***********************************************************************
 DQ0441  DESIGNATION -  D 206
 DQ0441  PID         -  DQ0441
 DQ0441  STATE/COUNTY-  NM/CHAVES
 DQ0441  USGS QUAD   -  CEDAR POINT (1984)
 DQ0441
 DQ0441                         *CURRENT SURVEY CONTROL
 DQ0441  ___________________________________________________________________
 DQ0441* NAD 83(1986)-  33 02 20.     (N)    103 55 01.     (W)     SCALED    
 DQ0441* NAVD 88     -      1224.880  (meters)    4018.63   (feet)  ADJUSTED  
 DQ0441  ___________________________________________________________________
 DQ0441  GEOID HEIGHT-         -22.39  (meters)                     GEOID03
 DQ0441  DYNAMIC HT  -        1223.195 (meters)    4013.10  (feet)  COMP
 DQ0441  MODELED GRAV-     979,218.6   (mgal)                       NAVD 88
 DQ0441
 DQ0441  VERT ORDER  -  SECOND    CLASS 0
 DQ0441
 DQ0441.The horizontal coordinates were scaled from a topographic map and have
 DQ0441.an estimated accuracy of +/- 6 seconds.
 DQ0441
 DQ0441.The orthometric height was determined by differential leveling
 DQ0441.and adjusted by the National Geodetic Survey in June 1991..
 DQ0441
 DQ0441.The geoid height was determined by GEOID03.
 DQ0441
 DQ0441.The dynamic height is computed by dividing the NAVD 88
 DQ0441.geopotential number by the normal gravity value computed on the
 DQ0441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0441.degrees latitude (g = 980.6199 gals.).
 DQ0441
 DQ0441.The modeled gravity was interpolated from observed gravity values.
 DQ0441
 DQ0441;                    North         East    Units  Estimated Accuracy
 DQ0441;SPC NM E     -   226,140.      203,890.      MT  (+/- 180 meters Scaled)
 DQ0441
 DQ0441                          SUPERSEDED SURVEY CONTROL
 DQ0441
 DQ0441  NGVD 29 (??/??/92) 1224.379  (m)         4016.98   (f) ADJ UNCH    2 0
 DQ0441
 DQ0441.Superseded values are not recommended for survey control.
 DQ0441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0441.See file dsdata.txt to determine how the superseded data were derived.
 DQ0441
 DQ0441_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFS011561(NAD 83)
 DQ0441_MARKER: DB = BENCH MARK DISK
 DQ0441_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0441_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DQ0441_STAMPING: D 206 1941
 DQ0441_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0441+STABILITY: SURFACE MOTION
 DQ0441
 DQ0441  HISTORY     - Date     Condition        Report By
 DQ0441  HISTORY     - 1941     MONUMENTED       CGS
 DQ0441  HISTORY     - 1973     GOOD             USGS
 DQ0441
 DQ0441                          STATION DESCRIPTION
 DQ0441
 DQ0441'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 DQ0441'20.05 MI NW FROM MALJAMAR.
 DQ0441'IN CHAVES COUNTY, 1.1 MILES NORTHEAST ALONG U. S. HIGHWAY 82, FROM THE
 DQ0441'POST OFFICE AT MALJAMAR, LEA COUNTY, THENCE 11.2 MILES NORTH ALONG
 DQ0441'STATE HIGHWAY 31 TO THE JUNCTION OF STATE HIGHWAY 172, THENCE 7.1
 DQ0441'MILES WEST ALONG STATE HIGHWAY 31 TO A TRACK ROAD CROSSING, THENCE
 DQ0441'0.55 MILE NORTH TO OLD STATE HIGHWAY 31 ROAD BED, THENCE 0.1 MILE
 DQ0441'WEST.  30 FEET SOUTH CENTER OF ROAD.  A STANDARD DISK STAMPED D 206
 DQ0441'1941 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0045 ***********************************************************************
 FO0045  DESIGNATION -  D 207
 FO0045  PID         -  FO0045
 FO0045  STATE/COUNTY-  NM/SANDOVAL
 FO0045  USGS QUAD   -  SANTO DOMINGO PUEBLO (1993)
 FO0045
 FO0045                         *CURRENT SURVEY CONTROL
 FO0045  ___________________________________________________________________
 FO0045* NAD 83(1986)-  35 36 08.     (N)    106 19 46.     (W)     SCALED    
 FO0045* NAVD 88     -      1597.337  (meters)    5240.60   (feet)  ADJUSTED  
 FO0045  ___________________________________________________________________
 FO0045  GEOID HEIGHT-         -20.30  (meters)                     GEOID03
 FO0045  DYNAMIC HT  -        1595.171 (meters)    5233.49  (feet)  COMP
 FO0045  MODELED GRAV-     979,222.1   (mgal)                       NAVD 88
 FO0045
 FO0045  VERT ORDER  -  FIRST     CLASS II
 FO0045
 FO0045.The horizontal coordinates were scaled from a topographic map and have
 FO0045.an estimated accuracy of +/- 6 seconds.
 FO0045
 FO0045.The orthometric height was determined by differential leveling
 FO0045.and adjusted by the National Geodetic Survey in June 1991..
 FO0045.WARNING-Repeat measurements at this control monument indicate possible
 FO0045.vertical movement.
 FO0045
 FO0045.The geoid height was determined by GEOID03.
 FO0045
 FO0045.The dynamic height is computed by dividing the NAVD 88
 FO0045.geopotential number by the normal gravity value computed on the
 FO0045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0045.degrees latitude (g = 980.6199 gals.).
 FO0045
 FO0045.The modeled gravity was interpolated from observed gravity values.
 FO0045
 FO0045;                    North         East    Units  Estimated Accuracy
 FO0045;SPC NM C     -   510,390.      492,800.      MT  (+/- 180 meters Scaled)
 FO0045
 FO0045                          SUPERSEDED SURVEY CONTROL
 FO0045
 FO0045  NGVD 29 (??/??/92) 1596.400  (m)         5237.52   (f) ADJ UNCH    1 2
 FO0045
 FO0045.Superseded values are not recommended for survey control.
 FO0045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0045.See file dsdata.txt to determine how the superseded data were derived.
 FO0045
 FO0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV795406(NAD 83)
 FO0045_MARKER: DB = BENCH MARK DISK
 FO0045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FO0045_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FO0045_STAMPING: D 207 1941
 FO0045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO0045+STABILITY: SURFACE MOTION
 FO0045
 FO0045  HISTORY     - Date     Condition        Report By
 FO0045  HISTORY     - 1941     MONUMENTED       CGS
 FO0045  HISTORY     - 1951     GOOD             NGS
 FO0045  HISTORY     - 19990105 MARK NOT FOUND   NGS
 FO0045
 FO0045                          STATION DESCRIPTION
 FO0045
 FO0045'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 FO0045'2.5 MI N FROM PENABLANCA.
 FO0045'2.5 MILES NORTH ALONG A GRAVELED ROAD FROM THE CATHOLIC CHURCH AT
 FO0045'PENABLANCA, 72 FEET NORTH OF A TELEPHONE POLE, 30 FEET WEST OF THE
 FO0045'CENTER LINE OF THE GRAVELED ROAD, 1 FOOT EAST OF A FENCE, 3 FEET NORTH
 FO0045'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 FO0045'0.3 FOOT ABOVE THE GROUND.
 FO0045
 FO0045                          STATION RECOVERY (1999)
 FO0045
 FO0045'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (WAS)
 FO0045'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0075 ***********************************************************************
 FO0075  DESIGNATION -  D 208
 FO0075  PID         -  FO0075
 FO0075  STATE/COUNTY-  NM/SANDOVAL
 FO0075  USGS QUAD   -  VALLE TOLEDO (1993)
 FO0075
 FO0075                         *CURRENT SURVEY CONTROL
 FO0075  ___________________________________________________________________
 FO0075* NAD 83(1986)-  35 54 57.     (N)    106 29 43.     (W)     SCALED    
 FO0075* NAVD 88     -      2664.955  (meters)    8743.27   (feet)  ADJUSTED  
 FO0075  ___________________________________________________________________
 FO0075  GEOID HEIGHT-         -18.75  (meters)                     GEOID03
 FO0075  DYNAMIC HT  -        2660.922 (meters)    8730.04  (feet)  COMP
 FO0075  MODELED GRAV-     979,022.9   (mgal)                       NAVD 88
 FO0075
 FO0075  VERT ORDER  -  SECOND    CLASS 0
 FO0075
 FO0075.The horizontal coordinates were scaled from a topographic map and have
 FO0075.an estimated accuracy of +/- 6 seconds.
 FO0075
 FO0075.The orthometric height was determined by differential leveling
 FO0075.and adjusted by the National Geodetic Survey in June 1991..
 FO0075
 FO0075.The geoid height was determined by GEOID03.
 FO0075
 FO0075.The dynamic height is computed by dividing the NAVD 88
 FO0075.geopotential number by the normal gravity value computed on the
 FO0075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0075.degrees latitude (g = 980.6199 gals.).
 FO0075
 FO0075.The modeled gravity was interpolated from observed gravity values.
 FO0075
 FO0075;                    North         East    Units  Estimated Accuracy
 FO0075;SPC NM C     -   545,200.      477,860.      MT  (+/- 180 meters Scaled)
 FO0075
 FO0075                          SUPERSEDED SURVEY CONTROL
 FO0075
 FO0075  NGVD 29 (??/??/92) 2663.666  (m)         8739.04   (f) ADJ UNCH    2 0
 FO0075
 FO0075.Superseded values are not recommended for survey control.
 FO0075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0075.See file dsdata.txt to determine how the superseded data were derived.
 FO0075
 FO0075_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV650756(NAD 83)
 FO0075_MARKER: DB = BENCH MARK DISK
 FO0075_SETTING: 80 = SET IN A BOULDER
 FO0075_SP_SET: BOULDER
 FO0075_STAMPING: D 208 1941
 FO0075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO0075+STABILITY: SURFACE MOTION
 FO0075
 FO0075  HISTORY     - Date     Condition        Report By
 FO0075  HISTORY     - 1941     MONUMENTED       CGS
 FO0075
 FO0075                          STATION DESCRIPTION
 FO0075
 FO0075'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 FO0075'20.7 MI NE FROM JEMEZ SPRINGS.
 FO0075'8.7 MILES NORTH ALONG STATE HIGHWAY 4 FROM THE RANGER STATION AT JEMEZ
 FO0075'SPRINGS, SANDOVAL COUNTY, THENCE 5.2 MILES NORTHEAST ALONG A ROAD
 FO0075'LEADING TO SULPHUR SPRINGS, THENCE 0.5 MILE EAST ALONG A LOGGING ROAD
 FO0075'AND A TRAIL THROUGH AN OPEN VALLEY, AND THENCE 6.3 MILES EAST ALONG AN
 FO0075'ABANDONED ROAD LEADING TO OTOWI, 228 FEET SOUTHEAST OF TWO LARGE
 FO0075'PONDEROSA PINE TREES ON THE POINT OF A HILL, 39 FEET WEST OF A DRY
 FO0075'WASH, 33 FEET NORTHEAST OF THE CENTERLINE OF THE ROAD, IN THE TOP OF A
 FO0075'GRANITE BOULDER PROJECTING 6 INCHES ABOVE THE GROUND, AND 2 FEET
 FO0075'HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0029 ***********************************************************************
 FP0029  DESIGNATION -  D 209
 FP0029  PID         -  FP0029
 FP0029  STATE/COUNTY-  NM/MCKINLEY
 FP0029  USGS QUAD   -  CONTINENTAL DIVIDE (1995)
 FP0029
 FP0029                         *CURRENT SURVEY CONTROL
 FP0029  ___________________________________________________________________
 FP0029* NAD 83(1986)-  35 24 34.     (N)    108 16 13.     (W)     SCALED    
 FP0029* NAVD 88     -      2195.888  (meters)    7204.34   (feet)  ADJUSTED  
 FP0029  ___________________________________________________________________
 FP0029  GEOID HEIGHT-         -20.21  (meters)                     GEOID03
 FP0029  DYNAMIC HT  -        2192.741 (meters)    7194.02  (feet)  COMP
 FP0029  MODELED GRAV-     979,121.2   (mgal)                       NAVD 88
 FP0029
 FP0029  VERT ORDER  -  FIRST     CLASS II
 FP0029
 FP0029.The horizontal coordinates were scaled from a topographic map and have
 FP0029.an estimated accuracy of +/- 6 seconds.
 FP0029
 FP0029.The orthometric height was determined by differential leveling
 FP0029.and adjusted by the National Geodetic Survey in June 1991..
 FP0029.WARNING-Repeat measurements at this control monument indicate possible
 FP0029.vertical movement.
 FP0029
 FP0029.The geoid height was determined by GEOID03.
 FP0029
 FP0029.The dynamic height is computed by dividing the NAVD 88
 FP0029.geopotential number by the normal gravity value computed on the
 FP0029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0029.degrees latitude (g = 980.6199 gals.).
 FP0029
 FP0029.The modeled gravity was interpolated from observed gravity values.
 FP0029
 FP0029;                    North         East    Units  Estimated Accuracy
 FP0029;SPC NM W     -   489,090.      790,320.      MT  (+/- 180 meters Scaled)
 FP0029
 FP0029                          SUPERSEDED SURVEY CONTROL
 FP0029
 FP0029  NGVD 29 (??/??/92) 2194.770  (m)         7200.67   (f) ADJ UNCH    1 2
 FP0029
 FP0029.Superseded values are not recommended for survey control.
 FP0029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0029.See file dsdata.txt to determine how the superseded data were derived.
 FP0029
 FP0029_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYE478218(NAD 83)
 FP0029_MARKER: DB = BENCH MARK DISK
 FP0029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FP0029_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FP0029_STAMPING: D 209 1941
 FP0029_MARK LOGO: CGS   
 FP0029_PROJECTION: PROJECTING 15 CENTIMETERS
 FP0029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FP0029+STABILITY: SURFACE MOTION
 FP0029
 FP0029  HISTORY     - Date     Condition        Report By
 FP0029  HISTORY     - 1941     MONUMENTED       CGS
 FP0029  HISTORY     - 1982     GOOD             NGS
 FP0029
 FP0029                          STATION DESCRIPTION
 FP0029
 FP0029'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 FP0029'2.6 MI NW FROM THOREAU.
 FP0029'TO REACH FROM THE ATCHISON, TOPEKA AND SANTA FE RAILROAD STATION AT
 FP0029'THOREAU-- GO 2.6 MILES NORTHWESTERLY ALONG THE ATCHISON, TOPEKA AND
 FP0029'SANTA FE RIGHT-OF-WAY TO THE SITE OF BENCH MARK.  BENCH MARK IS ABOUT
 FP0029'0.2 MILE NORTHWEST OF BLOCK SIGNAL NO. 1272, ABOUT ONE POLE WESTERLY
 FP0029'OF NORTHWEST END OF SMALL CUT AND 54.0 FEET NORTH OF THE FIFTH POLE
 FP0029'NORTHWEST OF MILE POLE NO. 128.  IT IS 94.0 FEET NORTHEAST OF AND
 FP0029'ABOUT 2.0 FEET BELOW THE CENTERLINE OF THE MAIN NORTH TRACKS, 3.0 FEET
 FP0029'EAST OF 4X4-INCH WOODEN MARKER POST AND 1.5 FEET SOUTHWEST OF
 FP0029'RIGHT-OF-WAY FENCE.  THE MONUMENT PROJECTS 0.7 FOOT.
 FP0029
 FP0029                          STATION RECOVERY (1982)
 FP0029
 FP0029'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FP0029'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  43.8 KM (27.2
 FP0029'MI) SOUTHEASTERLY ALONG INTERSTATE HIGHWAY 40 FROM ITS JUNCTION WITH
 FP0029'U. S. HIGHWAY 666 IN GALLUP, THENCE 0.3 KM (0.2 MI) NORTHEAST ALONG A
 FP0029'PAVED AND GRAVELED ROAD, THENCE 4.2 KM (2.6 MI) SOUTHEASTERLY ALONG
 FP0029'THE SANTA FE RAILROAD, 0.3 KM (0.2 MI) NORTHWEST OF MILEPOST 128, 28.1
 FP0029'METERS (92.2 FT) NORTHEAST OF THE NEAR RAIL, 16.5 METERS (54.1 FT)
 FP0029'NORTH OF A UTILITY POLE AND 0.5 METER (1.6 FT) SOUTHWEST OF A FENCE.
 FP0029'THE MARK IS 0.9 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0208 ***********************************************************************
 EP0208  DESIGNATION -  D 21
 EP0208  PID         -  EP0208
 EP0208  STATE/COUNTY-  NM/TORRANCE
 EP0208  USGS QUAD   -  TEJON (1978)
 EP0208
 EP0208                         *CURRENT SURVEY CONTROL
 EP0208  ___________________________________________________________________
 EP0208* NAD 83(1986)-  34 31 14.     (N)    105 21 03.     (W)     SCALED    
 EP0208* NAVD 88     -      1888.845  (meters)    6196.99   (feet)  ADJUSTED  
 EP0208  ___________________________________________________________________
 EP0208  GEOID HEIGHT-         -20.43  (meters)                     GEOID03
 EP0208  DYNAMIC HT  -        1886.151 (meters)    6188.15  (feet)  COMP
 EP0208  MODELED GRAV-     979,141.5   (mgal)                       NAVD 88
 EP0208
 EP0208  VERT ORDER  -  FIRST     CLASS II
 EP0208
 EP0208.The horizontal coordinates were scaled from a topographic map and have
 EP0208.an estimated accuracy of +/- 6 seconds.
 EP0208
 EP0208.The orthometric height was determined by differential leveling
 EP0208.and adjusted by the National Geodetic Survey in June 1991..
 EP0208
 EP0208.The geoid height was determined by GEOID03.
 EP0208
 EP0208.The dynamic height is computed by dividing the NAVD 88
 EP0208.geopotential number by the normal gravity value computed on the
 EP0208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EP0208.degrees latitude (g = 980.6199 gals.).
 EP0208
 EP0208.The modeled gravity was interpolated from observed gravity values.
 EP0208
 EP0208;                    North         East    Units  Estimated Accuracy
 EP0208;SPC NM C     -   390,760.      582,550.      MT  (+/- 180 meters Scaled)
 EP0208
 EP0208                          SUPERSEDED SURVEY CONTROL
 EP0208
 EP0208  NGVD 29 (??/??/92) 1888.026  (m)         6194.30   (f) ADJ UNCH    1 2
 EP0208
 EP0208.Superseded values are not recommended for survey control.
 EP0208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EP0208.See file dsdata.txt to determine how the superseded data were derived.
 EP0208
 EP0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDU678199(NAD 83)
 EP0208_MARKER: DB = BENCH MARK DISK
 EP0208_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EP0208_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EP0208_STAMPING: 6194.299 D 21 1932
 EP0208_PROJECTION: RECESSED 6 CENTIMETERS
 EP0208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EP0208+STABILITY: SURFACE MOTION
 EP0208
 EP0208  HISTORY     - Date     Condition        Report By
 EP0208  HISTORY     - 1932     MONUMENTED       CGS
 EP0208  HISTORY     - 1934     GOOD             NGS
 EP0208  HISTORY     - 1981     GOOD             NGS
 EP0208
 EP0208                          STATION DESCRIPTION
 EP0208
 EP0208'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 EP0208'4.4 MI NE FROM DURAN.
 EP0208'4.4 MILES NORTHEAST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 EP0208'STATION AT DURAN, TORRANCE COUNTY, AT BLOCK SIGNAL 1515.1, 95 FEET
 EP0208'EAST OF THE CENTERLINE OF THE TRACK, 30 FEET WEST OF THE CENTERLINE OF
 EP0208'U.S. HIGHWAY 54, AND 2 FEET WEST OF THE RIGHT-OF-WAY FENCE.  A
 EP0208'STANDARD DISK, STAMPED 6194.299 D 21 1932 AND SET IN THE TOP OF A
 EP0208'CONCRETE POST FLUSH WITH THE GROUND.
 EP0208
 EP0208                          STATION RECOVERY (1981)
 EP0208
 EP0208'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 EP0208'7.2 KM (4.5 MI) NORTHEASTERLY ALONG THE SOUTHERN PACIFIC RAILROAD
 EP0208'FROM THE POST OFFICE IN DURAN, 36.8 METERS (121.0 FT) SOUTHEAST OF
 EP0208'RAILROAD SIGNAL NUMBER 1515.1, 28.9 METERS (95.0 FT) SOUTHEAST OF
 EP0208'THE NEAR RAIL, 9.1 METERS (30.0 FT) NORTHWEST OF THE CENTER OF A
 EP0208'TRACK ROAD AND 0.6 METER (2.0 FT) NORTHWEST OF A WIRE FENCE.
 EP0208'NOTE=NOT LEVELED TO THIS SURVEY.
 EP0208'THE MARK IS 0.6 METERS  NW FROM A WITNESS POST.
 EP0208'THE MARK IS 1.0 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0733 ***********************************************************************
 FO0733  DESIGNATION -  D 211
 FO0733  PID         -  FO0733
 FO0733  STATE/COUNTY-  NM/CIBOLA
 FO0733  USGS QUAD   -  CUBERO (1971)
 FO0733
 FO0733                         *CURRENT SURVEY CONTROL
 FO0733  ___________________________________________________________________
 FO0733* NAD 83(1992)-  35 03 18.72840(N)    107 36 51.61539(W)     ADJUSTED  
 FO0733* NAVD 88     -      1855.465  (meters)    6087.47   (feet)  ADJUSTED  
 FO0733  ___________________________________________________________________
 FO0733  LAPLACE CORR-          -0.86  (seconds)                    DEFLEC99
 FO0733  GEOID HEIGHT-         -20.73  (meters)                     GEOID03
 FO0733  DYNAMIC HT  -        1852.834 (meters)    6078.84  (feet)  COMP
 FO0733  MODELED GRAV-     979,151.0   (mgal)                       NAVD 88
 FO0733
 FO0733  HORZ ORDER  -  THIRD
 FO0733  VERT ORDER  -  FIRST     CLASS II
 FO0733
 FO0733.The horizontal coordinates were established by classical geodetic methods
 FO0733.and adjusted by the National Geodetic Survey in December 1993..
 FO0733
 FO0733.The orthometric height was determined by differential leveling
 FO0733.and adjusted by the National Geodetic Survey in June 1991..
 FO0733.WARNING-Repeat measurements at this control monument indicate possible
 FO0733.vertical movement.
 FO0733
 FO0733.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO0733
 FO0733.The geoid height was determined by GEOID03.
 FO0733
 FO0733.The dynamic height is computed by dividing the NAVD 88
 FO0733.geopotential number by the normal gravity value computed on the
 FO0733.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0733.degrees latitude (g = 980.6199 gals.).
 FO0733
 FO0733.The modeled gravity was interpolated from observed gravity values.
 FO0733
 FO0733;                    North         East     Units Scale Factor Converg.
 FO0733;SPC NM W     -   449,727.234   849,976.635   MT  0.99992158   +0 07 32.8
 FO0733;SPC NM W     - 1,475,480.10  2,788,631.68   sFT  0.99992158   +0 07 32.8
 FO0733;UTM  13      - 3,882,290.450   261,569.315   MT  1.00030069   -1 30 08.3
 FO0733
 FO0733!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO0733!SPC NM W     -   0.99971209  x   0.99992158  =   0.99963369
 FO0733!UTM  13      -   0.99971209  x   1.00030069  =   1.00001270
 FO0733
 FO0733                          SUPERSEDED SURVEY CONTROL
 FO0733
 FO0733  NAD 83(1992)-  35 03 18.72958(N)    107 36 51.61712(W) AD(       ) 3
 FO0733  NAVD 88 (03/18/92) 1855.47   (m)         6087.5    (f) LEVELING    3  
 FO0733  NGVD 29 (??/??/92) 1854.413  (m)         6084.02   (f) ADJ UNCH    1 2
 FO0733
 FO0733.Superseded values are not recommended for survey control.
 FO0733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0733.See file dsdata.txt to determine how the superseded data were derived.
 FO0733
 FO0733_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBU6156982290(NAD 83)
 FO0733_MARKER: DB = BENCH MARK DISK
 FO0733_SETTING: 66 = SET IN ROCK OUTCROP
 FO0733_SP_SET: OUTCROP
 FO0733_STAMPING: D 211 1941
 FO0733_MARK LOGO: CGS   
 FO0733_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FO0733+STABILITY: POSITION/ELEVATION WELL
 FO0733
 FO0733  HISTORY     - Date     Condition        Report By
 FO0733  HISTORY     - 1941     MONUMENTED       CGS
 FO0733  HISTORY     - 1941     GOOD             CGS
 FO0733  HISTORY     - 1982     GOOD             NGS
 FO0733
 FO0733                          STATION DESCRIPTION
 FO0733
 FO0733'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 FO0733'THE STATION IS APPROXIMATELY 3.5 MI. AIRLINE E. OF MCCARTYS, 78 FT.
 FO0733'NW. OF A SEMAPHORE, 60 FT. N. OF THE CENTERLINE OF THE N. TRACK AND
 FO0733'APPROXIMATELY 1000 FT. E. OF A RAILROAD BRIDGE.
 FO0733'
 FO0733'STATION MARK--A STANDARD USC AND GS BENCH MARK TABLET
 FO0733'STAMPED---D 211 1941---, SET IN A ROCK OUTCROP.
 FO0733
 FO0733                          STATION RECOVERY (1941)
 FO0733
 FO0733'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941
 FO0733'11.2 MI W FROM NEW LAGUNA.
 FO0733'TO REACH FROM THE ATCHISON, TOPEKA AND SANTA FE RAILROAD STATION AT
 FO0733'NEW LAGUNA-- GO 11.2 MILES WESTERLY ALONG THE ATCHISON, TOPEKA AND
 FO0733'SANTA FE RIGHT-OF-WAY TO THE SITE OF BENCH MARK.  BENCH MARK IS
 FO0733'BETWEEN THE FIFTH AND SIXTH POLES WEST OF MILE POLE NO. 79 1/2,
 FO0733'BETWEEN THE THIRD AND FOURTH POLES EAST OF BRIDGE NO. D 80 AND 78.0
 FO0733'FEET NORTHWEST OF SEMIPHORE NO. 792.  IT IS SET HORIZONTALLY IN
 FO0733'SANDSTONE OUTCROP ON A RIDGE, 55.0 FEET NORTH OF AND ABOUT 2.0 FEET
 FO0733'ABOVE THE CENTERLINE OF THE MAIN NORTH TRACKS.  IT IS UNDER THE POINT
 FO0733'WHERE THE WESTERN UNION TELEGRAPH LINE CROSSES A POWER LINE AND 42.0
 FO0733'FEET NORTH OF MOTOR CAR SET-OFF.
 FO0733
 FO0733                          STATION RECOVERY (1982)
 FO0733
 FO0733'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FO0733'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  8.0 KM (4.95
 FO0733'MI) SOUTHEASTERLY ALONG THE SANTA FE RAILROAD FROM THE RAILROAD
 FO0733'STATION IN GRANTS, THENCE 11.6 KM (7.2 MI) SOUTHEASTERLY ALONG A PAVED
 FO0733'ROAD, THENCE 6.8 KM (4.2 MI) EASTERLY ALONG THE SANTA FE RAILROAD, 0.2
 FO0733'KM (0.1 MI) SOUTHEAST OF A TWO CHANNEL CONCRETE CULVERT, IN THE CENTER
 FO0733'OF THE WESTERN 1/2 OF A 9 BY 9 FT EXPOSED AREA OF OUTCROPPING BEDROCK,
 FO0733'23.9 METERS (78.4 FT) NORTHWEST OF SIGNAL NUMBER 792, 16.4 METERS
 FO0733'(53.8 FT) NORTHEAST OF THE NEAR RAIL AND 4.6 METERS (15.1 FT) SOUTH OF
 FO0733'THE CENTER OF A DIRT ROAD.
 FO0733'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 FO0733'THE MARK IS 0.6 M ABOVE THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0436 ***********************************************************************
 EQ0436  DESIGNATION -  D 212
 EQ0436  PID         -  EQ0436
 EQ0436  STATE/COUNTY-  NM/CATRON
 EQ0436  USGS QUAD   -  THIRD CANYON (1964)
 EQ0436
 EQ0436                         *CURRENT SURVEY CONTROL
 EQ0436  ___________________________________________________________________
 EQ0436* NAD 83(1986)-  34 23 48.     (N)    107 57 21.     (W)     SCALED    
 EQ0436* NAVD 88     -      2268.576  (meters)    7442.82   (feet)  POSTED    
 EQ0436  ___________________________________________________________________
 EQ0436  GEOID HEIGHT-         -21.10  (meters)                     GEOID03
 EQ0436  DYNAMIC HT  -        2265.060 (meters)    7431.28  (feet)  COMP
 EQ0436  MODELED GRAV-     979,002.1   (mgal)                       NAVD 88
 EQ0436
 EQ0436  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EQ0436
 EQ0436.The horizontal coordinates were scaled from a topographic map and have
 EQ0436.an estimated accuracy of +/- 6 seconds.
 EQ0436
 EQ0436.The orthometric height was determined by differential leveling
 EQ0436.and adjusted by the National Geodetic Survey in 1992..
 EQ0436.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EQ0436.rate of 0.0 thru 1.0 mm/km.
 EQ0436
 EQ0436.The geoid height was determined by GEOID03.
 EQ0436
 EQ0436.The dynamic height is computed by dividing the NAVD 88
 EQ0436.geopotential number by the normal gravity value computed on the
 EQ0436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0436.degrees latitude (g = 980.6199 gals.).
 EQ0436
 EQ0436.The modeled gravity was interpolated from observed gravity values.
 EQ0436
 EQ0436;                    North         East    Units  Estimated Accuracy
 EQ0436;SPC NM W     -   376,660.      818,740.      MT  (+/- 180 meters Scaled)
 EQ0436
 EQ0436                          SUPERSEDED SURVEY CONTROL
 EQ0436
 EQ0436  NGVD 29 (??/??/92) 2267.574  (m)         7439.53   (f) ADJ UNCH    2 0
 EQ0436
 EQ0436.Superseded values are not recommended for survey control.
 EQ0436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0436.See file dsdata.txt to determine how the superseded data were derived.
 EQ0436
 EQ0436_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBU282101(NAD 83)
 EQ0436_MARKER: DB = BENCH MARK DISK
 EQ0436_SETTING: 0 = UNSPECIFIED SETTING
 EQ0436_STAMPING: D 212 1941
 EQ0436_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EQ0436
 EQ0436  HISTORY     - Date     Condition        Report By
 EQ0436  HISTORY     - 1941     MONUMENTED       CGS
 EQ0436
 EQ0436                          STATION DESCRIPTION
 EQ0436
 EQ0436'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 EQ0436'10.1 MI NE FROM TRES LAGUNAS.
 EQ0436'TO REACH BENCH MARK FROM THE POST OFFICE AT TRES LAGUNAS, PROCEED
 EQ0436'NORTHEAST ON GRADED ROAD, GO 9.8 MILES TO INTERSECTION OF ROADS NEAR
 EQ0436'THE MCPHAUL RANCH.  THENCE, TURNED LEFT (NORTH) AND GO 0.3 MILE TO
 EQ0436'SITE OF BENCH MARK.  BENCH MARK IS 0.2 MILE NORTH OF THE MCPHAUL RANCH
 EQ0436'BUILDINGS.  104.0 FEET EAST OF AND ABOUT 6.0 FEET ABOVE THE CENTERLINE
 EQ0436'OF THE ROAD ON TOP OF THE POINT OF A SANDSTONE OUTCROP AT THE BASE OF
 EQ0436'THE WEST SIDE OF A HILL COVERED WITH LOOSE ROCKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0028 ***********************************************************************
 DT0028  DESIGNATION -  D 213
 DT0028  PID         -  DT0028
 DT0028  STATE/COUNTY-  NM/CATRON
 DT0028  USGS QUAD   -  INDIAN PEAKS WEST (1981)
 DT0028
 DT0028                         *CURRENT SURVEY CONTROL
 DT0028  ___________________________________________________________________
 DT0028* NAD 83(1986)-  33 33 45.     (N)    108 07 13.     (W)     SCALED    
 DT0028* NAVD 88     -      2148.314  (meters)    7048.26   (feet)  ADJUSTED  
 DT0028  ___________________________________________________________________
 DT0028  GEOID HEIGHT-         -22.25  (meters)                     GEOID03
 DT0028  DYNAMIC HT  -        2144.859 (meters)    7036.92  (feet)  COMP
 DT0028  MODELED GRAV-     978,952.0   (mgal)                       NAVD 88
 DT0028
 DT0028  VERT ORDER  -  SECOND    CLASS 0
 DT0028
 DT0028.The horizontal coordinates were scaled from a topographic map and have
 DT0028.an estimated accuracy of +/- 6 seconds.
 DT0028
 DT0028.The orthometric height was determined by differential leveling
 DT0028.and adjusted by the National Geodetic Survey in June 1991..
 DT0028
 DT0028.The geoid height was determined by GEOID03.
 DT0028
 DT0028.The dynamic height is computed by dividing the NAVD 88
 DT0028.geopotential number by the normal gravity value computed on the
 DT0028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0028.degrees latitude (g = 980.6199 gals.).
 DT0028
 DT0028.The modeled gravity was interpolated from observed gravity values.
 DT0028
 DT0028;                    North         East    Units  Estimated Accuracy
 DT0028;SPC NM W     -   284,170.      803,360.      MT  (+/- 180 meters Scaled)
 DT0028
 DT0028                          SUPERSEDED SURVEY CONTROL
 DT0028
 DT0028  NGVD 29 (??/??/92) 2147.354  (m)         7045.11   (f) ADJ UNCH    2 0
 DT0028
 DT0028.Superseded values are not recommended for survey control.
 DT0028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0028.See file dsdata.txt to determine how the superseded data were derived.
 DT0028
 DT0028_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYC673173(NAD 83)
 DT0028_MARKER: DB = BENCH MARK DISK
 DT0028_SETTING: 80 = SET IN A BOULDER
 DT0028_SP_SET: BOULDER
 DT0028_STAMPING: D 213 1941
 DT0028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DT0028+STABILITY: SURFACE MOTION
 DT0028
 DT0028  HISTORY     - Date     Condition        Report By
 DT0028  HISTORY     - 1941     MONUMENTED       CGS
 DT0028  HISTORY     - 1975     GOOD             USGS
 DT0028
 DT0028                          STATION DESCRIPTION
 DT0028
 DT0028'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 DT0028'9.7 MI N FROM BEAVERHEAD.
 DT0028'TO REACH BENCH MARK FROM THE RANGER STATION AT BEAVERHEAD, PROCEED
 DT0028'NORTHWEST ON STATE HIGHWAY NO. 184, GO 6.2 MILES TO INTERSECTION OF
 DT0028'STATE HIGHWAYS NO. 184 AND NO. 145.  THENCE, TURN RIGHT (NORTHEAST)
 DT0028'ONTO STATE HIGHWAY NO. 145, GO 3.5 MILES TO SITE OF BENCH MARK. BENCH
 DT0028'MARK IS ON TOP OF LARGE BOULDER AT WEST END OF A ROCK COVERED HILL.
 DT0028'ABOUT 195.0 FEET NORTH OF AND ABOUT THE SAME ELEVATION AS THE
 DT0028'CENTERLINE OF THE HIGHWAY AND AT THE EAST END OF A SMALL GRASS COVERED
 DT0028'FLAT.
 DT0028
 DT0028                          STATION RECOVERY (1975)
 DT0028
 DT0028'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 DT0028'FROM THE RANGER STATION AT BEAVERHEAD 8.7 MILES NORTHWEST ALONG STATE
 DT0028'ROAD 61, THENCE 3.6 MILES NORTHEAST ALONG STATE ROAD 78, IT IS AT THE
 DT0028'EAST END OF A SMALL GRASS COVERED FLAT, 120 FEET NORTH OF THE CENTER
 DT0028'LINE OF THE ROAD AT THE WEST END OF A ROCK COVERED HILL, IN THE TOP
 DT0028'OF A LARGE BOULDERAND 1.0' ABOVE THE ROAD A STANDARD DISK STAMPED D
 DT0028'213
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0467 ***********************************************************************
 GL0467  DESIGNATION -  D 214
 GL0467  PID         -  GL0467
 GL0467  STATE/COUNTY-  NM/UNION
 GL0467  USGS QUAD   -  MOSES (1972)
 GL0467
 GL0467                         *CURRENT SURVEY CONTROL
 GL0467  ___________________________________________________________________
 GL0467* NAD 83(1986)-  36 39 19.     (N)    103 04 26.     (W)     SCALED    
 GL0467* NAVD 88     -      1483.427  (meters)    4866.88   (feet)  ADJUSTED  
 GL0467  ___________________________________________________________________
 GL0467  GEOID HEIGHT-         -22.18  (meters)                     GEOID03
 GL0467  DYNAMIC HT  -        1481.721 (meters)    4861.28  (feet)  COMP
 GL0467  MODELED GRAV-     979,428.8   (mgal)                       NAVD 88
 GL0467
 GL0467  VERT ORDER  -  SECOND    CLASS 0
 GL0467
 GL0467.The horizontal coordinates were scaled from a topographic map and have
 GL0467.an estimated accuracy of +/- 6 seconds.
 GL0467
 GL0467.The orthometric height was determined by differential leveling
 GL0467.and adjusted by the National Geodetic Survey in June 1991..
 GL0467
 GL0467.The geoid height was determined by GEOID03.
 GL0467
 GL0467.The dynamic height is computed by dividing the NAVD 88
 GL0467.geopotential number by the normal gravity value computed on the
 GL0467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0467.degrees latitude (g = 980.6199 gals.).
 GL0467
 GL0467.The modeled gravity was interpolated from observed gravity values.
 GL0467
 GL0467;                    North         East    Units  Estimated Accuracy
 GL0467;SPC NM E     -   627,960.      277,600.      MT  (+/- 180 meters Scaled)
 GL0467
 GL0467                          SUPERSEDED SURVEY CONTROL
 GL0467
 GL0467  NGVD 29 (??/??/92) 1482.731  (m)         4864.59   (f) ADJ UNCH    2 0
 GL0467
 GL0467.Superseded values are not recommended for survey control.
 GL0467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0467.See file dsdata.txt to determine how the superseded data were derived.
 GL0467
 GL0467_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA721583(NAD 83)
 GL0467_MARKER: DB = BENCH MARK DISK
 GL0467_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0467_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0467_STAMPING: D 214 1941
 GL0467_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0467+STABILITY: SURFACE MOTION
 GL0467
 GL0467  HISTORY     - Date     Condition        Report By
 GL0467  HISTORY     - 1941     MONUMENTED       CGS
 GL0467  HISTORY     - 1972     POOR             USGS
 GL0467
 GL0467                          STATION DESCRIPTION
 GL0467
 GL0467'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 GL0467'4.2 MI S FROM MOSES.
 GL0467'TO REACH BENCH MARK FROM THE POST OFFICE AT MOSES, PROCEED SOUTH ON
 GL0467'STATE HIGHWAY NO. 18, GO 4.2 MILES TO A CROSS ROAD AND SITE OF BENCH
 GL0467'MARK.  BENCH MARK IS NEAR A CROSS ROADS.  ABOUT 250.0 FEET SOUTH OF A
 GL0467'SMALL RANCH HOUSE.  90.0 FEET SOUTHWEST OF CENTER OF INTERSECTION OF
 GL0467'CROSS ROAD.  39.0 FEET WEST OF AND ABOUT THE SAME ELEVATION AS THE
 GL0467'CENTER LINE OF THE HIGHWAY.  3.0 FEET SOUTH OF A 4 X 4 INCH WOODEN
 GL0467'MARKER POST, AND 1.0 FOOT EAST OF THE RIGHT OF WAY FENCE.  THE
 GL0467'MONUMENT PROJECTS 0.6 FOOT.  NOTE-- HIGHWAY HAS BEEN WIDENED SO MARK
 GL0467'IS SOME DISTANCE FROM ROW FENCE.  MARK IS NOW 18 INCHES ABOVE GROUND.
 GL0467
 GL0467                          STATION RECOVERY (1972)
 GL0467
 GL0467'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 GL0467'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0277 ***********************************************************************
 DQ0277  DESIGNATION -  D 215
 DQ0277  PID         -  DQ0277
 DQ0277  STATE/COUNTY-  NM/ROOSEVELT
 DQ0277  USGS QUAD   -  MILNESAND NW (1984)
 DQ0277
 DQ0277                         *CURRENT SURVEY CONTROL
 DQ0277  ___________________________________________________________________
 DQ0277* NAD 83(1986)-  33 40 25.     (N)    103 28 42.     (W)     SCALED    
 DQ0277* NAVD 88     -      1313.418  (meters)    4309.11   (feet)  ADJUSTED  
 DQ0277  ___________________________________________________________________
 DQ0277  GEOID HEIGHT-         -22.54  (meters)                     GEOID03
 DQ0277  DYNAMIC HT  -        1311.630 (meters)    4303.24  (feet)  COMP
 DQ0277  MODELED GRAV-     979,229.1   (mgal)                       NAVD 88
 DQ0277
 DQ0277  VERT ORDER  -  SECOND    CLASS 0
 DQ0277
 DQ0277.The horizontal coordinates were scaled from a topographic map and have
 DQ0277.an estimated accuracy of +/- 6 seconds.
 DQ0277
 DQ0277.The orthometric height was determined by differential leveling
 DQ0277.and adjusted by the National Geodetic Survey in June 1991..
 DQ0277
 DQ0277.The geoid height was determined by GEOID03.
 DQ0277
 DQ0277.The dynamic height is computed by dividing the NAVD 88
 DQ0277.geopotential number by the normal gravity value computed on the
 DQ0277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0277.degrees latitude (g = 980.6199 gals.).
 DQ0277
 DQ0277.The modeled gravity was interpolated from observed gravity values.
 DQ0277
 DQ0277;                    North         East    Units  Estimated Accuracy
 DQ0277;SPC NM E     -   296,790.      244,280.      MT  (+/- 180 meters Scaled)
 DQ0277
 DQ0277                          SUPERSEDED SURVEY CONTROL
 DQ0277
 DQ0277  NGVD 29 (??/??/92) 1312.865  (m)         4307.29   (f) ADJ UNCH    2 0
 DQ0277
 DQ0277.Superseded values are not recommended for survey control.
 DQ0277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0277.See file dsdata.txt to determine how the superseded data were derived.
 DQ0277
 DQ0277_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFT410270(NAD 83)
 DQ0277_MARKER: DB = BENCH MARK DISK
 DQ0277_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0277_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DQ0277_STAMPING: D 215 1943
 DQ0277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0277+STABILITY: SURFACE MOTION
 DQ0277
 DQ0277  HISTORY     - Date     Condition        Report By
 DQ0277  HISTORY     - 1943     MONUMENTED       CGS
 DQ0277
 DQ0277                          STATION DESCRIPTION
 DQ0277
 DQ0277'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 DQ0277'10.3 MI NW FROM MILNESAND.
 DQ0277'THIS MARK IS ABOUT 10.3 MILES NORTHWEST FROM THE POST OFFICE AT
 DQ0277'MILNESAND, ROOSEVELT COUNTY, 0.5 MILE SOUTH OF A WELL EAST OF THE
 DQ0277'ROAD, 3.0 FEET WEST OF A FENCE RUNNING PARALLEL WITH THE ROAD, 26.0
 DQ0277'FEET EAST OF THE CENTER LINE OF THE ROAD, PROJECTING ABOUT 7-INCHES
 DQ0277'ABOVE THE GROUND, 2.0 FEET NORTHWEST OF A WHITE REFERENCE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0662 ***********************************************************************
 FO0662  DESIGNATION -  D 217
 FO0662  PID         -  FO0662
 FO0662  STATE/COUNTY-  NM/CIBOLA
 FO0662  USGS QUAD   -  SEBOYETA (1957)
 FO0662
 FO0662                         *CURRENT SURVEY CONTROL
 FO0662  ___________________________________________________________________
 FO0662* NAD 83(1986)-  35 08 56.     (N)    107 26 28.     (W)     SCALED    
 FO0662* NAVD 88     -      2265.260  (meters)    7431.94   (feet)  ADJUSTED  
 FO0662  ___________________________________________________________________
 FO0662  GEOID HEIGHT-         -20.53  (meters)                     GEOID03
 FO0662  DYNAMIC HT  -        2261.924 (meters)    7421.00  (feet)  COMP
 FO0662  MODELED GRAV-     979,079.7   (mgal)                       NAVD 88
 FO0662
 FO0662  VERT ORDER  -  SECOND    CLASS 0
 FO0662
 FO0662.The horizontal coordinates were scaled from a topographic map and have
 FO0662.an estimated accuracy of +/- 6 seconds.
 FO0662
 FO0662.The orthometric height was determined by differential leveling
 FO0662.and adjusted by the National Geodetic Survey in June 1991..
 FO0662
 FO0662.The geoid height was determined by GEOID03.
 FO0662
 FO0662.The dynamic height is computed by dividing the NAVD 88
 FO0662.geopotential number by the normal gravity value computed on the
 FO0662.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0662.degrees latitude (g = 980.6199 gals.).
 FO0662
 FO0662.The modeled gravity was interpolated from observed gravity values.
 FO0662
 FO0662;                    North         East    Units  Estimated Accuracy
 FO0662;SPC NM W     -   460,170.      865,740.      MT  (+/- 180 meters Scaled)
 FO0662
 FO0662                          SUPERSEDED SURVEY CONTROL
 FO0662
 FO0662  NGVD 29 (??/??/92) 2264.101  (m)         7428.14   (f) ADJ UNCH    2 0
 FO0662
 FO0662.Superseded values are not recommended for survey control.
 FO0662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0662.See file dsdata.txt to determine how the superseded data were derived.
 FO0662
 FO0662_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBU776922(NAD 83)
 FO0662_MARKER: DB = BENCH MARK DISK
 FO0662_SETTING: 80 = SET IN A BOULDER
 FO0662_STAMPING: D 217 1941
 FO0662_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO0662+STABILITY: SURFACE MOTION
 FO0662
 FO0662  HISTORY     - Date     Condition        Report By
 FO0662  HISTORY     - 1941     MONUMENTED       CGS
 FO0662  HISTORY     - 1958     GOOD             NGS
 FO0662
 FO0662                          STATION DESCRIPTION
 FO0662
 FO0662'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 FO0662'6.0 MI NE FROM ENCINAL.
 FO0662'TO REACH FROM THE CATHOLIC CHURCH AT ENCINAL-- GO 3.1 MILES EASTERLY
 FO0662'ALONG THE ROAD TO SAN MATEO TO THE INTERSECTION OF ROAD LEADING
 FO0662'EASTERLY.  THENCE, CONTINUE 4.9 MILES NORTHERLY ALONG THE ROAD TO SAN
 FO0662'MATEO TO THE SIDE OF BENCH MARK.  BENCH MARK IS ABOUT 0.3 MILE
 FO0662'SOUTHEAST OF CATTLE GUARD AND BOUNDARY FENCE OF THE LAGUNA
 FO0662'RESERVATION, 79.0 FEET SOUTHWEST OF AND ABOUT 2.0 FEET ABOVE THE
 FO0662'CENTERLINE OF THE ROAD.  IT IS SET HORIZONTALLY IN THE TOP OF BLACK
 FO0662'BOULDER PROJECTING 0.7 FOOT, 26.5 FEET NORTHEAST OF SMALL CEDAR TREE
 FO0662'AND 1.5 FEET EAST OF ROCK CAIRN.
 FO0662
 FO0662                          STATION RECOVERY (1958)
 FO0662
 FO0662'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 FO0662'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0134 ***********************************************************************
 ER0134  DESIGNATION -  D 218
 ER0134  PID         -  ER0134
 ER0134  STATE/COUNTY-  NM/CIBOLA
 ER0134  USGS QUAD   -  ATARQUE LAKE (1972)
 ER0134
 ER0134                         *CURRENT SURVEY CONTROL
 ER0134  ___________________________________________________________________
 ER0134* NAD 83(1986)-  34 47 03.     (N)    108 45 08.     (W)     SCALED    
 ER0134* NAVD 88     -      2058.451  (meters)    6753.43   (feet)  ADJUSTED  
 ER0134  ___________________________________________________________________
 ER0134  GEOID HEIGHT-         -21.97  (meters)                     GEOID03
 ER0134  DYNAMIC HT  -        2055.389 (meters)    6743.39  (feet)  COMP
 ER0134  MODELED GRAV-     979,073.8   (mgal)                       NAVD 88
 ER0134
 ER0134  VERT ORDER  -  SECOND    CLASS 0
 ER0134
 ER0134.The horizontal coordinates were scaled from a topographic map and have
 ER0134.an estimated accuracy of +/- 6 seconds.
 ER0134
 ER0134.The orthometric height was determined by differential leveling
 ER0134.and adjusted by the National Geodetic Survey in June 1991..
 ER0134
 ER0134.The geoid height was determined by GEOID03.
 ER0134
 ER0134.The dynamic height is computed by dividing the NAVD 88
 ER0134.geopotential number by the normal gravity value computed on the
 ER0134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0134.degrees latitude (g = 980.6199 gals.).
 ER0134
 ER0134.The modeled gravity was interpolated from observed gravity values.
 ER0134
 ER0134;                    North         East    Units  Estimated Accuracy
 ER0134;SPC NM W     -   420,020.      745,900.      MT  (+/- 180 meters Scaled)
 ER0134
 ER0134                          SUPERSEDED SURVEY CONTROL
 ER0134
 ER0134  NGVD 29 (??/??/92) 2057.459  (m)         6750.18   (f) ADJ UNCH    2 0
 ER0134
 ER0134.Superseded values are not recommended for survey control.
 ER0134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0134.See file dsdata.txt to determine how the superseded data were derived.
 ER0134
 ER0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYD056514(NAD 83)
 ER0134_MARKER: DB = BENCH MARK DISK
 ER0134_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ER0134_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ER0134_STAMPING: D 218 1941
 ER0134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0134+STABILITY: SURFACE MOTION
 ER0134
 ER0134  HISTORY     - Date     Condition        Report By
 ER0134  HISTORY     - 1941     MONUMENTED       CGS
 ER0134  HISTORY     - 1972     GOOD             NGS
 ER0134  HISTORY     - 1972     GOOD             USGS
 ER0134
 ER0134                          STATION DESCRIPTION
 ER0134
 ER0134'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 ER0134'4.5 MI N FROM ATARQUE.
 ER0134'TO REACH FROM THE CATHOLIC CHURCH IN ATARQUE-- GO 4.5 MILES NORTHERLY
 ER0134'ALONG THE ROAD TO ZUNI TO THE SITE OF BENCH MARK.  BENCH MARK IS ABOUT
 ER0134'0.9 MILE SOUTH OF A FENCE AND CATTLE GUARD, ABOUT 0.6 MILE NORTH OF
 ER0134'ANOTHER FENCE AND CATTLE GUARD AND ABOUT 316.0 FEET SOUTH OF PLACE
 ER0134'WHERE ROAD CROSSES A WASH.  IT IS ON THE OUTSIDE OF A CURVE, 31.0 FEET
 ER0134'EAST OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE ROAD AND
 ER0134'2.5 FEET NORTH OF A 4X4-INCH WOODEN MARKER POST.  THE MONUMENT
 ER0134'PROJECTS 0.6 FOOT.
 ER0134
 ER0134                          STATION RECOVERY (1972)
 ER0134
 ER0134'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 ER0134'RECOVERED IN GOOD CONDITION.
 ER0134
 ER0134                          STATION RECOVERY (1972)
 ER0134
 ER0134'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 ER0134'D 218---18, MI N ALONG STATE HWY 32 FROM FENCE LAKE, VALENCIA CO, TO
 ER0134'A GRADED RD LEADING W TO ATARQUE RANCH JDQ, THENCE W ALONG GRADED 4.5
 ER0134'MI TO A CATTLEGUARD CROSS CG AND TURN N ALONG FENCE LINE FOR 0.2 MI,
 ER0134'THENCE TURN W ALONG E/W FENCE FOR 0.25 MI AND BM. 75 FT S OF E/W
 ER0134'FENCE. A STANDARD DISK, STAMPED 'D 218 1941' AND SET IN THE TOP OF A
 ER0134'CONCRETE POST PROJ. 0.6 FT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0585 ***********************************************************************
 DQ0585  DESIGNATION -  D 219
 DQ0585  PID         -  DQ0585
 DQ0585  STATE/COUNTY-  NM/ROOSEVELT
 DQ0585  USGS QUAD   -  KENNA (1979)
 DQ0585
 DQ0585                         *CURRENT SURVEY CONTROL
 DQ0585  ___________________________________________________________________
 DQ0585* NAD 83(1986)-  33 49 41.     (N)    103 46 17.     (W)     SCALED    
 DQ0585* NAVD 88     -      1372.109  (meters)    4501.66   (feet)  ADJUSTED  
 DQ0585  ___________________________________________________________________
 DQ0585  GEOID HEIGHT-         -22.79  (meters)                     GEOID03
 DQ0585  DYNAMIC HT  -        1370.241 (meters)    4495.53  (feet)  COMP
 DQ0585  MODELED GRAV-     979,226.8   (mgal)                       NAVD 88
 DQ0585
 DQ0585  VERT ORDER  -  SECOND    CLASS 0
 DQ0585
 DQ0585.The horizontal coordinates were scaled from a topographic map and have
 DQ0585.an estimated accuracy of +/- 6 seconds.
 DQ0585
 DQ0585.The orthometric height was determined by differential leveling
 DQ0585.and adjusted by the National Geodetic Survey in June 1991..
 DQ0585
 DQ0585.The geoid height was determined by GEOID03.
 DQ0585
 DQ0585.The dynamic height is computed by dividing the NAVD 88
 DQ0585.geopotential number by the normal gravity value computed on the
 DQ0585.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0585.degrees latitude (g = 980.6199 gals.).
 DQ0585
 DQ0585.The modeled gravity was interpolated from observed gravity values.
 DQ0585
 DQ0585;                    North         East    Units  Estimated Accuracy
 DQ0585;SPC NM E     -   313,730.      217,020.      MT  (+/- 180 meters Scaled)
 DQ0585
 DQ0585                          SUPERSEDED SURVEY CONTROL
 DQ0585
 DQ0585  NGVD 29 (??/??/92) 1371.476  (m)         4499.58   (f) ADJ UNCH    2 0
 DQ0585
 DQ0585.Superseded values are not recommended for survey control.
 DQ0585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0585.See file dsdata.txt to determine how the superseded data were derived.
 DQ0585
 DQ0585_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFT136437(NAD 83)
 DQ0585_MARKER: DB = BENCH MARK DISK
 DQ0585_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0585_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DQ0585_STAMPING: D 219 1943
 DQ0585_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0585+STABILITY: SURFACE MOTION
 DQ0585
 DQ0585  HISTORY     - Date     Condition        Report By
 DQ0585  HISTORY     - 1943     MONUMENTED       CGS
 DQ0585  HISTORY     - 1982     MARK NOT FOUND   NGS
 DQ0585
 DQ0585                          STATION DESCRIPTION
 DQ0585
 DQ0585'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 DQ0585'1.0 MI S FROM KENNA.
 DQ0585'THIS MARK IS ABOUT 1.0 MILE SOUTH FROM THE POST OFFICE AT KENNA,
 DQ0585'ROOSEVELT COUNTY, SET AT THE SOUTHWEST CORNER OF THE KENNA CEMETERY,
 DQ0585'2.0 FEET WEST OF A FENCE RUNNING PARALLEL WITH THE ROAD, 44.0 FEET
 DQ0585'EAST OF THE CENTER LINE OF THE ROAD, PROJECTING ABOUT 3-INCHES ABOVE
 DQ0585'THE GROUND, 2.0 FEET NORTH OF A WHITE REFERENCE POST.
 DQ0585
 DQ0585                          STATION RECOVERY (1982)
 DQ0585
 DQ0585'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 DQ0585'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0436 ***********************************************************************
 CW0436  DESIGNATION -  D 22
 CW0436  PID         -  CW0436
 CW0436  STATE/COUNTY-  NM/OTERO
 CW0436  USGS QUAD   -  DEADMAN CANYON (1981)
 CW0436
 CW0436                         *CURRENT SURVEY CONTROL
 CW0436  ___________________________________________________________________
 CW0436* NAD 83(1986)-  32 43 04.     (N)    105 59 28.     (W)     SCALED    
 CW0436* NAVD 88     -      1223.630  (meters)    4014.53   (feet)  ADJUSTED  
 CW0436  ___________________________________________________________________
 CW0436  GEOID HEIGHT-         -22.58  (meters)                     GEOID03
 CW0436  DYNAMIC HT  -        1221.824 (meters)    4008.60  (feet)  COMP
 CW0436  MODELED GRAV-     979,120.4   (mgal)                       NAVD 88
 CW0436
 CW0436  VERT ORDER  -  FIRST     CLASS II
 CW0436
 CW0436.The horizontal coordinates were scaled from a topographic map and have
 CW0436.an estimated accuracy of +/- 6 seconds.
 CW0436
 CW0436.The orthometric height was determined by differential leveling
 CW0436.and adjusted by the National Geodetic Survey in June 1991..
 CW0436.WARNING-Repeat measurements at this control monument indicate possible
 CW0436.vertical movement.
 CW0436
 CW0436.The geoid height was determined by GEOID03.
 CW0436
 CW0436.The dynamic height is computed by dividing the NAVD 88
 CW0436.geopotential number by the normal gravity value computed on the
 CW0436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0436.degrees latitude (g = 980.6199 gals.).
 CW0436
 CW0436.The modeled gravity was interpolated from observed gravity values.
 CW0436
 CW0436;                    North         East    Units  Estimated Accuracy
 CW0436;SPC NM C     -   190,490.      524,270.      MT  (+/- 180 meters Scaled)
 CW0436
 CW0436                          SUPERSEDED SURVEY CONTROL
 CW0436
 CW0436.No superseded survey control is available for this station.
 CW0436
 CW0436_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDS071204(NAD 83)
 CW0436_MARKER: DB = BENCH MARK DISK
 CW0436_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CW0436_SP_SET: ABUTMENT
 CW0436_STAMPING: 4012.518 D 22 1932
 CW0436_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CW0436
 CW0436  HISTORY     - Date     Condition        Report By
 CW0436  HISTORY     - 1932     MONUMENTED       CGS
 CW0436  HISTORY     - 1968     GOOD             NGS
 CW0436  HISTORY     - 1980     GOOD             NGS
 CW0436
 CW0436                          STATION DESCRIPTION
 CW0436
 CW0436'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CW0436'12.7 MI S FROM ALAMOGORDO.
 CW0436'12.7 MILES SOUTH ALONG THE U.S. HIGHWAY 54 FROM THE SOUTHERN PACIFIC
 CW0436'RAILROAD STATION AT ALAMOGORDO, 2 POLES NORTH OF MILEPOST 1370, AT
 CW0436'BALLAST DECK BRIDGE 1370.11, IN THE TOP OF THE SOUTH ABUTMENT, AND 9.2
 CW0436'FEET WEST OF THE CENTERLINE OF THE TRACK, 6 FEET NORTHEAST OF A METAL
 CW0436'WITNESS SIGN.
 CW0436
 CW0436                          STATION RECOVERY (1980)
 CW0436
 CW0436'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CW0436'20.4 KM (12.7 MI) SOUTHERLY ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 CW0436'THE STATION IN ALAMOGORDO, 2 POLES NORTH OF MILE POST 1370,
 CW0436'AT HIGHWAY MILE POST 54, IN TOP OF THE WEST END OF THE SOUTH ABUTMENT
 CW0436'OF A RAILROAD BRIDGE, 2.8 METERS (9.2 FT) WEST OF THE NEAR RAIL AND
 CW0436'0.3 METER (1.0 FT) EAST OF THE WEST EDGE OF THE ABUTMENT.
 CW0436'THE MARK IS 1.8 METERS  NE FROM A WITNESS POST.
 CW0436'THE MARK IS 0.1 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0609 ***********************************************************************
 DQ0609  DESIGNATION -  D 220
 DQ0609  PID         -  DQ0609
 DQ0609  STATE/COUNTY-  NM/CHAVES
 DQ0609  USGS QUAD   -  PRESLER LAKE (1984)
 DQ0609
 DQ0609                         *CURRENT SURVEY CONTROL
 DQ0609  ___________________________________________________________________
 DQ0609* NAD 83(1986)-  33 31 41.     (N)    103 52 37.     (W)     SCALED    
 DQ0609* NAVD 88     -      1251.271  (meters)    4105.21   (feet)  ADJUSTED  
 DQ0609  ___________________________________________________________________
 DQ0609  GEOID HEIGHT-         -22.89  (meters)                     GEOID03
 DQ0609  DYNAMIC HT  -        1249.557 (meters)    4099.59  (feet)  COMP
 DQ0609  MODELED GRAV-     979,223.5   (mgal)                       NAVD 88
 DQ0609
 DQ0609  VERT ORDER  -  SECOND    CLASS 0
 DQ0609
 DQ0609.The horizontal coordinates were scaled from a topographic map and have
 DQ0609.an estimated accuracy of +/- 6 seconds.
 DQ0609
 DQ0609.The orthometric height was determined by differential leveling
 DQ0609.and adjusted by the National Geodetic Survey in June 1991..
 DQ0609
 DQ0609.The geoid height was determined by GEOID03.
 DQ0609
 DQ0609.The dynamic height is computed by dividing the NAVD 88
 DQ0609.geopotential number by the normal gravity value computed on the
 DQ0609.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0609.degrees latitude (g = 980.6199 gals.).
 DQ0609
 DQ0609.The modeled gravity was interpolated from observed gravity values.
 DQ0609
 DQ0609;                    North         East    Units  Estimated Accuracy
 DQ0609;SPC NM E     -   280,410.      207,390.      MT  (+/- 180 meters Scaled)
 DQ0609
 DQ0609                          SUPERSEDED SURVEY CONTROL
 DQ0609
 DQ0609  NGVD 29 (??/??/92) 1250.732  (m)         4103.44   (f) ADJ UNCH    2 0
 DQ0609
 DQ0609.Superseded values are not recommended for survey control.
 DQ0609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0609.See file dsdata.txt to determine how the superseded data were derived.
 DQ0609
 DQ0609_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFT042103(NAD 83)
 DQ0609_MARKER: DB = BENCH MARK DISK
 DQ0609_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0609_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DQ0609_STAMPING: D 220 1943
 DQ0609_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0609+STABILITY: SURFACE MOTION
 DQ0609
 DQ0609  HISTORY     - Date     Condition        Report By
 DQ0609  HISTORY     - 1943     MONUMENTED       CGS
 DQ0609
 DQ0609                          STATION DESCRIPTION
 DQ0609
 DQ0609'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 DQ0609'19.2 MI NW FROM CAPROCK.
 DQ0609'THIS MARK IS ABOUT 8.1 MILES WEST ALONG U.S. HIGHWAY 380 AND ABOUT
 DQ0609'11.1 MILES NORTH ALONG A DIRT ROAD FROM THE POST OFFICE AT CAPROCK,
 DQ0609'LEA COUNTY, 1.6 MILES EAST OF CHUMLEY ISLER RANCH HOUSE, SET NEAR THE
 DQ0609'NORTHWEST CORNER OF A FENCE, 2.0 FEET NORTH OF THE FENCE RUNNING
 DQ0609'PARALLEL WITH THE ROAD, 28.0 FEET EAST OF THE CORNER FENCE POST, 10.0
 DQ0609'FEET SOUTH OF THE CENTER LINE OF THE ROAD, PROJECTING ABOUT 6-INCHES
 DQ0609'ABOVE THE GROUND, 2.0 FEET NORTHWEST OF A WHITE REFERENCE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0119 ***********************************************************************
 CX0119  DESIGNATION -  D 221
 CX0119  PID         -  CX0119
 CX0119  STATE/COUNTY-  NM/OTERO
 CX0119  USGS QUAD   -  GARTON LAKE (1982)
 CX0119
 CX0119                         *CURRENT SURVEY CONTROL
 CX0119  ___________________________________________________________________
 CX0119* NAD 83(1986)-  32 48 42.     (N)    106 08 10.     (W)     SCALED    
 CX0119* NAVD 88     -      1232.209  (meters)    4042.67   (feet)  ADJUSTED  
 CX0119  ___________________________________________________________________
 CX0119  GEOID HEIGHT-         -22.96  (meters)                     GEOID03
 CX0119  DYNAMIC HT  -        1230.414 (meters)    4036.78  (feet)  COMP
 CX0119  MODELED GRAV-     979,139.2   (mgal)                       NAVD 88
 CX0119
 CX0119  VERT ORDER  -  SECOND    CLASS 0
 CX0119
 CX0119.The horizontal coordinates were scaled from a topographic map and have
 CX0119.an estimated accuracy of +/- 6 seconds.
 CX0119
 CX0119.The orthometric height was determined by differential leveling
 CX0119.and adjusted by the National Geodetic Survey in June 1991..
 CX0119
 CX0119.The geoid height was determined by GEOID03.
 CX0119
 CX0119.The dynamic height is computed by dividing the NAVD 88
 CX0119.geopotential number by the normal gravity value computed on the
 CX0119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0119.degrees latitude (g = 980.6199 gals.).
 CX0119
 CX0119.The modeled gravity was interpolated from observed gravity values.
 CX0119
 CX0119;                    North         East    Units  Estimated Accuracy
 CX0119;SPC NM C     -   200,870.      510,670.      MT  (+/- 180 meters Scaled)
 CX0119
 CX0119                          SUPERSEDED SURVEY CONTROL
 CX0119
 CX0119  NGVD 29 (??/??/92) 1231.622  (m)         4040.75   (f) ADJ UNCH    2 0
 CX0119
 CX0119.Superseded values are not recommended for survey control.
 CX0119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0119.See file dsdata.txt to determine how the superseded data were derived.
 CX0119
 CX0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS936309(NAD 83)
 CX0119_MARKER: DB = BENCH MARK DISK
 CX0119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX0119_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CX0119_STAMPING: D 221 1945
 CX0119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX0119+STABILITY: SURFACE MOTION
 CX0119
 CX0119  HISTORY     - Date     Condition        Report By
 CX0119  HISTORY     - 1945     MONUMENTED       CGS
 CX0119  HISTORY     - 1952     GOOD             NGS
 CX0119
 CX0119                          STATION DESCRIPTION
 CX0119
 CX0119'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CX0119'38.8 MI S FROM TULAROSA.
 CX0119'6.75 MILES WEST ALONG OLD STATE HIGHWAY 52 FROM THE SOUTHERN PACIFIC
 CX0119'RR STATION AT TULAROSA, THENCE 12.9 MILES SOUTH ALONG A GRAVELED ROAD,
 CX0119'THENCE 4.85 MILES SOUTH ALONG AN OILED ROAD, THENCE 2.3 MILES
 CX0119'SOUTHWEST ALONG OLD US HIGHWAY 70.  38 FT. SOUTHEAST OF THE CENTER
 CX0119'LINE OF THE ROAD LEADING SOUTH, 1 FOOT SOUTH OF A WITNESS POST, SET IN
 CX0119'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.8 FOOT ABOVE THE GROUND.
 CX0119'NOTE-- THIS BENCH MARK MAY BE REACHED FROM THE POST OFFICE AT
 CX0119'ALAMOGORDO BY GOING 2.9 MILES SOUTHWEST ALONG US HIGHWAY 70, THENCE
 CX0119'1.0 MILE NORTH ALONG A GRAVEL ROAD,
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0200 ***********************************************************************
 EQ0200  DESIGNATION -  D 222
 EQ0200  PID         -  EQ0200
 EQ0200  STATE/COUNTY-  NM/SOCORRO
 EQ0200  USGS QUAD   -  LEMITAR (1971)
 EQ0200
 EQ0200                         *CURRENT SURVEY CONTROL
 EQ0200  ___________________________________________________________________
 EQ0200* NAD 83(1986)-  34 10 56.     (N)    106 54 17.     (W)     SCALED    
 EQ0200* NAVD 88     -      1413.353  (meters)    4636.98   (feet)  ADJUSTED  
 EQ0200  ___________________________________________________________________
 EQ0200  GEOID HEIGHT-         -21.96  (meters)                     GEOID03
 EQ0200  DYNAMIC HT  -        1411.368 (meters)    4630.46  (feet)  COMP
 EQ0200  MODELED GRAV-     979,182.5   (mgal)                       NAVD 88
 EQ0200
 EQ0200  VERT ORDER  -  FIRST     CLASS II
 EQ0200
 EQ0200.The horizontal coordinates were scaled from a topographic map and have
 EQ0200.an estimated accuracy of +/- 6 seconds.
 EQ0200
 EQ0200.The orthometric height was determined by differential leveling
 EQ0200.and adjusted by the National Geodetic Survey in June 1991..
 EQ0200.WARNING-Repeat measurements at this control monument indicate possible
 EQ0200.vertical movement.
 EQ0200
 EQ0200.The geoid height was determined by GEOID03.
 EQ0200
 EQ0200.The dynamic height is computed by dividing the NAVD 88
 EQ0200.geopotential number by the normal gravity value computed on the
 EQ0200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0200.degrees latitude (g = 980.6199 gals.).
 EQ0200
 EQ0200.The modeled gravity was interpolated from observed gravity values.
 EQ0200
 EQ0200;                    North         East    Units  Estimated Accuracy
 EQ0200;SPC NM C     -   353,060.      439,650.      MT  (+/- 180 meters Scaled)
 EQ0200
 EQ0200                          SUPERSEDED SURVEY CONTROL
 EQ0200
 EQ0200  NGVD 29 (??/??/92) 1412.619  (m)         4634.57   (f) ADJ UNCH    1 2
 EQ0200
 EQ0200.Superseded values are not recommended for survey control.
 EQ0200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0200.See file dsdata.txt to determine how the superseded data were derived.
 EQ0200
 EQ0200_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT244840(NAD 83)
 EQ0200_MARKER: DB = BENCH MARK DISK
 EQ0200_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EQ0200_SP_SET: CULVERT
 EQ0200_STAMPING: D 222 1951
 EQ0200_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EQ0200
 EQ0200  HISTORY     - Date     Condition        Report By
 EQ0200  HISTORY     - 1951     MONUMENTED       CGS
 EQ0200  HISTORY     - 1980     GOOD             NGS
 EQ0200
 EQ0200                          STATION DESCRIPTION
 EQ0200
 EQ0200'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 EQ0200'8.65 MI N FROM SOCORRO.
 EQ0200'8.65 MILES NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD FROM
 EQ0200'THE STATION AT SOCORRO, 5 1/2 POLES SOUTH OF MILEPOST 969, 9.4 FEET
 EQ0200'EAST OF THE EAST RAIL, SET IN THE TOP OF THE EAST HEADWALL OF A 36
 EQ0200'INCH PIPE CULVERT.
 EQ0200
 EQ0200                          STATION RECOVERY (1980)
 EQ0200
 EQ0200'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 EQ0200'1.8 KM (1.1 MI) EAST ALONG STATE HIGHWAY 408 FROM ITS JUNCTION WITH
 EQ0200'INTERSTATE HIGHWAY 25 IN LEMITAR, THENCE 2.7 KM (1.7 MI) NORTH
 EQ0200'ALONG THE ATCHISON TOPEKA AND SANTA FE RAILROAD, 5-1/2 POLES SOUTH
 EQ0200'OF RAILROAD MILE POST 969, IN THE TOP CENTER OF THE EAST HEADWALL OF
 EQ0200'A CONCRETE CULVERT, 83.8 METERS (275.0 FT) WEST OF THE CENTER OF THE
 EQ0200'HIGHWAY, 24.8 METERS (81.5 FT) WEST OF THE CENTER OF A ROAD, AND
 EQ0200'2.9 METERS (9.4 FT) EAST OF THE NEAR RAIL.
 EQ0200'THE MARK IS 0.3 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0372 ***********************************************************************
 FO0372  DESIGNATION -  D 225
 FO0372  PID         -  FO0372
 FO0372  STATE/COUNTY-  NM/BERNALILLO
 FO0372  USGS QUAD   -  ALBUQUERQUE EAST (1990)
 FO0372
 FO0372                         *CURRENT SURVEY CONTROL
 FO0372  ___________________________________________________________________
 FO0372* NAD 83(1986)-  35 03 42.     (N)    106 33 01.     (W)     SCALED    
 FO0372* NAVD 88     -      1646.856  (meters)    5403.06   (feet)  ADJUSTED  
 FO0372  ___________________________________________________________________
 FO0372  GEOID HEIGHT-         -20.78  (meters)                     GEOID03
 FO0372  DYNAMIC HT  -        1644.599 (meters)    5395.66  (feet)  COMP
 FO0372  MODELED GRAV-     979,206.1   (mgal)                       NAVD 88
 FO0372
 FO0372  VERT ORDER  -  FIRST     CLASS II
 FO0372
 FO0372.The horizontal coordinates were scaled from a topographic map and have
 FO0372.an estimated accuracy of +/- 6 seconds.
 FO0372
 FO0372.The orthometric height was determined by differential leveling
 FO0372.and adjusted by the National Geodetic Survey in June 1991..
 FO0372
 FO0372.The geoid height was determined by GEOID03.
 FO0372
 FO0372.The dynamic height is computed by dividing the NAVD 88
 FO0372.geopotential number by the normal gravity value computed on the
 FO0372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0372.degrees latitude (g = 980.6199 gals.).
 FO0372
 FO0372.The modeled gravity was interpolated from observed gravity values.
 FO0372
 FO0372;                    North         East    Units  Estimated Accuracy
 FO0372;SPC NM C     -   450,460.      472,610.      MT  (+/- 180 meters Scaled)
 FO0372
 FO0372                          SUPERSEDED SURVEY CONTROL
 FO0372
 FO0372  NGVD 29 (??/??/92) 1646.031  (m)         5400.35   (f) ADJ UNCH    1 2
 FO0372
 FO0372.Superseded values are not recommended for survey control.
 FO0372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0372.See file dsdata.txt to determine how the superseded data were derived.
 FO0372
 FO0372_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU586809(NAD 83)
 FO0372_MARKER: DB = BENCH MARK DISK
 FO0372_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FO0372_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FO0372_STAMPING: D 225 1951
 FO0372_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO0372+STABILITY: SURFACE MOTION
 FO0372
 FO0372  HISTORY     - Date     Condition        Report By
 FO0372  HISTORY     - 1951     MONUMENTED       CGS
 FO0372  HISTORY     - 20030805 MARK NOT FOUND   USPSQD
 FO0372
 FO0372                          STATION DESCRIPTION
 FO0372
 FO0372'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 FO0372'6.4 MI SE FROM ALBUQUERQUE.
 FO0372'5.5 MILES EAST ALONG EAST CENTRAL AVENUE FROM THE EAST CENTRAL AVENUE
 FO0372'VIADUCT AT ALBUQUERQUE, THENCE 0.55 MILE SOUTH ALONG SOUTH WYOMING
 FO0372'AVENUE TO THE NORTH GATE OF SANDIA BASE, THENCE 0.35 MILE SOUTH ALONG
 FO0372'MAIN STREET, AT THE INTERSECTION WITH WEST SANDIA ROAD, 43.8 FEET
 FO0372'SOUTH OF THE SOUTH CURB OF WEST SANDIA ROAD, 33.4 FEET SOUTHWEST OF A
 FO0372'POWER POLE, 31 FEET WEST OF THE WEST CURB OF MAIN STREET, SET IN THE
 FO0372'TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 FO0372
 FO0372                          STATION RECOVERY (2003)
 FO0372
 FO0372'RECOVERY NOTE BY US POWER SQUADRON 2003 (AFA)
 FO0372'AREA HAS BEEN RELANDSCAPED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0283 ***********************************************************************
 EQ0283  DESIGNATION -  D 226
 EQ0283  PID         -  EQ0283
 EQ0283  STATE/COUNTY-  NM/VALENCIA
 EQ0283  USGS QUAD   -  LOS LUNAS (1991)
 EQ0283
 EQ0283                         *CURRENT SURVEY CONTROL
 EQ0283  ___________________________________________________________________
 EQ0283* NAD 83(1986)-  34 48 53.     (N)    106 44 04.     (W)     SCALED    
 EQ0283* NAVD 88     -      1482.677  (meters)    4864.42   (feet)  ADJUSTED  
 EQ0283  ___________________________________________________________________
 EQ0283  GEOID HEIGHT-         -21.78  (meters)                     GEOID03
 EQ0283  DYNAMIC HT  -        1480.636 (meters)    4857.72  (feet)  COMP
 EQ0283  MODELED GRAV-     979,207.1   (mgal)                       NAVD 88
 EQ0283
 EQ0283  VERT ORDER  -  FIRST     CLASS II
 EQ0283
 EQ0283.The horizontal coordinates were scaled from a topographic map and have
 EQ0283.an estimated accuracy of +/- 6 seconds.
 EQ0283
 EQ0283.The orthometric height was determined by differential leveling
 EQ0283.and adjusted by the National Geodetic Survey in June 1991..
 EQ0283
 EQ0283.The geoid height was determined by GEOID03.
 EQ0283
 EQ0283.The dynamic height is computed by dividing the NAVD 88
 EQ0283.geopotential number by the normal gravity value computed on the
 EQ0283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0283.degrees latitude (g = 980.6199 gals.).
 EQ0283
 EQ0283.The modeled gravity was interpolated from observed gravity values.
 EQ0283
 EQ0283;                    North         East    Units  Estimated Accuracy
 EQ0283;SPC NM C     -   423,130.      455,680.      MT  (+/- 180 meters Scaled)
 EQ0283
 EQ0283                          SUPERSEDED SURVEY CONTROL
 EQ0283
 EQ0283  NGVD 29 (??/??/92) 1481.914  (m)         4861.91   (f) ADJ UNCH    1 2
 EQ0283
 EQ0283.Superseded values are not recommended for survey control.
 EQ0283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0283.See file dsdata.txt to determine how the superseded data were derived.
 EQ0283
 EQ0283_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU413538(NAD 83)
 EQ0283_MARKER: DB = BENCH MARK DISK
 EQ0283_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EQ0283_SP_SET: CULVERT
 EQ0283_STAMPING: D 226 1951
 EQ0283_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EQ0283
 EQ0283  HISTORY     - Date     Condition        Report By
 EQ0283  HISTORY     - 1951     MONUMENTED       CGS
 EQ0283  HISTORY     - 1982     MARK NOT FOUND   NGS
 EQ0283
 EQ0283                          STATION DESCRIPTION
 EQ0283
 EQ0283'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 EQ0283'0.7 MI N FROM LOS LUNAS.
 EQ0283'0.7 MILE NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD FROM
 EQ0283'THE STATION AT LOS LUNAS, AT A PRIVATE ROAD CROSSING, 116 FEET WEST OF
 EQ0283'THE WEST RAIL, 16 FEET NORTH OF THE CENTER LINE OF A PRIVATE DRIVEWAY,
 EQ0283'15 FEET WEST OF THE CENTER LINE OF U.S. HIGHWAY 85 AND STATE HIGHWAY
 EQ0283'45, SET IN THE TOP OF THE CENTER OF THE WEST HEADWALL OF A CONCRETE
 EQ0283'CULVERT OVER AN IRRIGATION DITCH.
 EQ0283
 EQ0283                          STATION RECOVERY (1982)
 EQ0283
 EQ0283'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 EQ0283'THERE IS NO LONGER A HEADWALL AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0251 ***********************************************************************
 FO0251  DESIGNATION -  D 227
 FO0251  PID         -  FO0251
 FO0251  STATE/COUNTY-  NM/BERNALILLO
 FO0251  USGS QUAD   -  ALAMEDA (1990)
 FO0251
 FO0251                         *CURRENT SURVEY CONTROL
 FO0251  ___________________________________________________________________
 FO0251* NAD 83(1986)-  35 11 32.     (N)    106 36 27.     (W)     SCALED    
 FO0251* NAVD 88     -      1526.006  (meters)    5006.57   (feet)  ADJUSTED  
 FO0251  ___________________________________________________________________
 FO0251  GEOID HEIGHT-         -21.06  (meters)                     GEOID03
 FO0251  DYNAMIC HT  -        1523.935 (meters)    4999.78  (feet)  COMP
 FO0251  MODELED GRAV-     979,224.7   (mgal)                       NAVD 88
 FO0251
 FO0251  VERT ORDER  -  FIRST     CLASS II
 FO0251
 FO0251.The horizontal coordinates were scaled from a topographic map and have
 FO0251.an estimated accuracy of +/- 6 seconds.
 FO0251
 FO0251.The orthometric height was determined by differential leveling
 FO0251.and adjusted by the National Geodetic Survey in June 1991..
 FO0251
 FO0251.The geoid height was determined by GEOID03.
 FO0251
 FO0251.The dynamic height is computed by dividing the NAVD 88
 FO0251.geopotential number by the normal gravity value computed on the
 FO0251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0251.degrees latitude (g = 980.6199 gals.).
 FO0251
 FO0251.The modeled gravity was interpolated from observed gravity values.
 FO0251
 FO0251;                    North         East    Units  Estimated Accuracy
 FO0251;SPC NM C     -   464,960.      467,440.      MT  (+/- 180 meters Scaled)
 FO0251
 FO0251                          SUPERSEDED SURVEY CONTROL
 FO0251
 FO0251  NGVD 29 (??/??/92) 1525.175  (m)         5003.85   (f) ADJ UNCH    1 2
 FO0251
 FO0251.Superseded values are not recommended for survey control.
 FO0251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0251.See file dsdata.txt to determine how the superseded data were derived.
 FO0251
 FO0251_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU536955(NAD 83)
 FO0251_MARKER: DB = BENCH MARK DISK
 FO0251_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FO0251_STAMPING: D 227 1951
 FO0251_MARK LOGO: CGS   
 FO0251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO0251+STABILITY: SURFACE MOTION
 FO0251
 FO0251  HISTORY     - Date     Condition        Report By
 FO0251  HISTORY     - 1951     MONUMENTED       CGS
 FO0251  HISTORY     - 1984     GOOD             NGS
 FO0251  HISTORY     - 20050130 MARK NOT FOUND   GEOCAC
 FO0251
 FO0251                          STATION DESCRIPTION
 FO0251
 FO0251'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 FO0251'1.0 MI NE FROM ALAMADA.
 FO0251'0.5 MILE NORTH ALONG U.S. HIGHWAY 85 FROM THE POST OFFICE AT ALAMEDA,
 FO0251'THENCE 0.5 MILE EAST ALONG AN OILED ROAD, 60 FEET NORTHEAST OF
 FO0251'SEMAPHORE 8941, 21 FEET SOUTHEAST OF THE CENTER LINE OF A ROAD
 FO0251'CROSSING, 12 FEET SOUTH OF THE CENTER LINE OF THE OILED ROAD, 12 FEET
 FO0251'EAST OF THE EAST RAIL OF THE RAILROAD, SET IN THE TOP OF THE CENTER OF
 FO0251'A 10 FOOT CONCRETE RETAINING WALL FOR RAILROAD BRIDGE 894 F-A.
 FO0251
 FO0251                          STATION RECOVERY (1984)
 FO0251
 FO0251'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FO0251'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  13.0 KM
 FO0251'(8.1 MI) NORTHEASTERLY ALONG THE ATCHISON TOPEKA AND SANTA FE RAILROAD
 FO0251'FROM THE STATION IN ALBUQUERQUE, OR 15.1 KM (9.4 MI) SOUTHWESTERLY
 FO0251'ALONG THE ATCHISON TOPEKA AND SANTA FE RAILROAD FROM ITS JUNCTION WITH
 FO0251'STATE HIGHWAY 44 IN BERNALILLO.
 FO0251
 FO0251                          STATION RECOVERY (2005)
 FO0251
 FO0251'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 FO0251'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0658 ***********************************************************************
 DR0658  DESIGNATION -  D 23
 DR0658  PID         -  DR0658
 DR0658  STATE/COUNTY-  NM/OTERO
 DR0658  USGS QUAD   -  CAT MOUNTAIN (1981)
 DR0658
 DR0658                         *CURRENT SURVEY CONTROL
 DR0658  ___________________________________________________________________
 DR0658* NAD 83(1986)-  33 08 03.     (N)    105 54 23.     (W)     SCALED    
 DR0658* NAVD 88     -      1650.530  (meters)    5415.11   (feet)  ADJUSTED  
 DR0658  ___________________________________________________________________
 DR0658  GEOID HEIGHT-         -21.10  (meters)                     GEOID03
 DR0658  DYNAMIC HT  -        1648.046 (meters)    5406.96  (feet)  COMP
 DR0658  MODELED GRAV-     979,074.0   (mgal)                       NAVD 88
 DR0658
 DR0658  VERT ORDER  -  FIRST     CLASS II
 DR0658
 DR0658.The horizontal coordinates were scaled from a topographic map and have
 DR0658.an estimated accuracy of +/- 6 seconds.
 DR0658
 DR0658.The orthometric height was determined by differential leveling
 DR0658.and adjusted by the National Geodetic Survey in June 1991..
 DR0658
 DR0658.The geoid height was determined by GEOID03.
 DR0658
 DR0658.The dynamic height is computed by dividing the NAVD 88
 DR0658.geopotential number by the normal gravity value computed on the
 DR0658.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0658.degrees latitude (g = 980.6199 gals.).
 DR0658
 DR0658.The modeled gravity was interpolated from observed gravity values.
 DR0658
 DR0658;                    North         East    Units  Estimated Accuracy
 DR0658;SPC NM C     -   236,680.      532,060.      MT  (+/- 180 meters Scaled)
 DR0658
 DR0658                          SUPERSEDED SURVEY CONTROL
 DR0658
 DR0658  NGVD 29 (??/??/92) 1649.839  (m)         5412.85   (f) ADJ UNCH    1 2
 DR0658
 DR0658.Superseded values are not recommended for survey control.
 DR0658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0658.See file dsdata.txt to determine how the superseded data were derived.
 DR0658
 DR0658_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDS154665(NAD 83)
 DR0658_MARKER: DB = BENCH MARK DISK
 DR0658_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR0658_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DR0658_STAMPING: 5412.847 D 23 1933
 DR0658_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR0658+STABILITY: SURFACE MOTION
 DR0658
 DR0658  HISTORY     - Date     Condition        Report By
 DR0658  HISTORY     - 1933     MONUMENTED       CGS
 DR0658  HISTORY     - 1975     GOOD             USGS
 DR0658
 DR0658                          STATION DESCRIPTION
 DR0658
 DR0658'DESCRIBED BY US GEOLOGICAL SURVEY 1975
 DR0658'8.45 MI NE FROM TULAROSA.
 DR0658'8.45 MILES NE ALONG U.S. HWY. 70 FROM THE CITY HALL IN TULAROSA OTERO
 DR0658'COUNTY.  146 FT. W OF THE CENTERLINE OF THE S BOUND LANE.  ABOUT 70
 DR0658'FT. W OF A PIPE FRAME GATE IN ROW FENCE.  A STANDARD DISK STAMPED
 DR0658'5412.847 D 23 1933 AND SET IN TOP OF A CONCRETE POST, PROJECTING 0.9
 DR0658'FT. ABOVE MEAN GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0244 ***********************************************************************
 CW0244  DESIGNATION -  D 230
 CW0244  PID         -  CW0244
 CW0244  STATE/COUNTY-  NM/EDDY
 CW0244  USGS QUAD   -  KITCHEN COVE (1985)
 CW0244
 CW0244                         *CURRENT SURVEY CONTROL
 CW0244  ___________________________________________________________________
 CW0244* NAD 83(1992)-  32 21 15.59116(N)    104 15 16.13738(W)     ADJUSTED  
 CW0244* NAVD 88     -       985.966  (meters)    3234.79   (feet)  ADJUSTED  
 CW0244  ___________________________________________________________________
 CW0244  X           -  -1,328,146.636 (meters)                     COMP
 CW0244  Y           -  -5,227,875.500 (meters)                     COMP
 CW0244  Z           -   3,394,202.723 (meters)                     COMP
 CW0244  LAPLACE CORR-          -4.42  (seconds)                    DEFLEC99
 CW0244  ELLIP HEIGHT-         961.62  (meters)          (08/10/01) GPS OBS
 CW0244  GEOID HEIGHT-         -24.37  (meters)                     GEOID03
 CW0244  DYNAMIC HT  -         984.554 (meters)    3230.16  (feet)  COMP
 CW0244  MODELED GRAV-     979,173.4   (mgal)                       NAVD 88
 CW0244
 CW0244  HORZ ORDER  -  FIRST
 CW0244  VERT ORDER  -  FIRST     CLASS I
 CW0244  ELLP ORDER  -  THIRD     CLASS II
 CW0244
 CW0244.This mark is at Cavern City Air Terminal Airport (CNM)
 CW0244
 CW0244.The horizontal coordinates were established by GPS observations
 CW0244.and adjusted by the National Geodetic Survey in March 1997..
 CW0244
 CW0244.The orthometric height was determined by differential leveling
 CW0244.and adjusted by the National Geodetic Survey in June 1991..
 CW0244
 CW0244.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CW0244
 CW0244.The Laplace correction was computed from DEFLEC99 derived deflections.
 CW0244
 CW0244.The ellipsoidal height was determined by GPS observations
 CW0244.and is referenced to NAD 83.
 CW0244
 CW0244.The geoid height was determined by GEOID03.
 CW0244
 CW0244.The dynamic height is computed by dividing the NAVD 88
 CW0244.geopotential number by the normal gravity value computed on the
 CW0244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0244.degrees latitude (g = 980.6199 gals.).
 CW0244
 CW0244.The modeled gravity was interpolated from observed gravity values.
 CW0244
 CW0244;                    North         East     Units Scale Factor Converg.
 CW0244;SPC NM E     -   150,158.913   172,421.383   MT  0.99990977   +0 02 31.9
 CW0244;SPC NM E     -   492,646.37    565,685.82   sFT  0.99990977   +0 02 31.9
 CW0244;UTM  13      - 3,579,955.932   570,146.802   MT  0.99966068   +0 23 56.3
 CW0244
 CW0244!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CW0244!SPC NM E     -   0.99984904  x   0.99990977  =   0.99975882
 CW0244!UTM  13      -   0.99984904  x   0.99966068  =   0.99950977
 CW0244
 CW0244                          SUPERSEDED SURVEY CONTROL
 CW0244
 CW0244  ELLIP H (03/20/97)  961.62   (m)                       GP(       ) 3 1
 CW0244  NAVD 88 (03/20/97)  985.97   (m)         3234.8    (f) LEVELING    3  
 CW0244  NGVD 29 (??/??/92)  985.483  (m)         3233.21   (f) ADJ UNCH    1 1
 CW0244
 CW0244.Superseded values are not recommended for survey control.
 CW0244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0244.See file dsdata.txt to determine how the superseded data were derived.
 CW0244
 CW0244_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SER7014779956(NAD 83)
 CW0244_MARKER: DB = BENCH MARK DISK
 CW0244_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CW0244_SP_SET: CONCRETE STRUCTURE
 CW0244_STAMPING: D 230 1945
 CW0244_MARK LOGO: CGS   
 CW0244_MAGNETIC: N = NO MAGNETIC MATERIAL
 CW0244_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CW0244_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CW0244+SATELLITE: SATELLITE OBSERVATIONS - March 20, 2004
 CW0244
 CW0244  HISTORY     - Date     Condition        Report By
 CW0244  HISTORY     - 1945     MONUMENTED       CGS
 CW0244  HISTORY     - 1957     GOOD             NGS
 CW0244  HISTORY     - 1977     GOOD             NGS
 CW0244  HISTORY     - 19960114 GOOD             CHANCE
 CW0244  HISTORY     - 20040320 GOOD             USPSQD
 CW0244
 CW0244                          STATION DESCRIPTION
 CW0244
 CW0244'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 CW0244'6.55 MI SW FROM CARLSBAD.
 CW0244'ABOUT 2.05 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 CW0244'FROM THE STATION AT CARLSBAD, THENCE 3.75 MILES SOUTHWEST ALONG U. S.
 CW0244'HIGHWAYS 62 AND 180, THENCE 0.75 MILE NORTH-NORTHWEST ALONG AN ASPHALT
 CW0244'ROAD, IN THE TOP OF THE WEST CORNER OF THE CENTER CONCRETE BLOCK OF
 CW0244'THE WATER TOWER AT THE OLD ARMY AIRFIELD WHICH IS THE MOST NORTHERLY
 CW0244'ONE OF TWO WATER TOWERS, AND ABOUT 2 1/2 FEET ABOVE THE LEVEL OF THE
 CW0244'GROUND.
 CW0244
 CW0244                          STATION RECOVERY (1977)
 CW0244
 CW0244'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CW0244'AT CARLSBAD MUNICIPAL AIRPORT, 0.15 MILE EAST ALONG THE AIRPORT
 CW0244'ENTRANCE ROAD FROM THE TERMINAL BUILDING, THENCE 0.6 MILE NORTHWEST
 CW0244'ALONG AN ASPHALT ROAD, THENCE 0.1 MILE NORTHEAST ALONG A DIRT ROAD,
 CW0244'66 FT. NORTHWEST OF THE CENTER LINE OF THE ROAD, 83 FT. SOUTHWEST OF
 CW0244'A T JUNCTION POWER LINE POLE WITH 2 GUY WIRES, IN THE TOP OF THE WEST
 CW0244'CORNER OF A 9 BY 9-FT. CONCRETE STRUCTURE OF AN OLD WATER TANK (THE
 CW0244'STRUCTURE PROJECTS 3 FT. ABOVE THE GROUND) 1 FT. EAST OF THE WEST
 CW0244'CORNER OF THE STRUCTURE.
 CW0244
 CW0244                          STATION RECOVERY (1996)
 CW0244
 CW0244'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (MFY)
 CW0244'A NEW AND COMPLETE DESCRIPTION FOLLOWS THE STATION IS LOCATED
 CW0244'APPROXIMATELY 10.5 KM (6.50 MI) SOUTHWEST FROM CARLSBAD AT THE CAVERN
 CW0244'CITY AIRPORT.  OWNERSHIP -- CITY OF CARLSBAD, MIKE MEDLEY - AIRPORT
 CW0244'MANAGER, PHONE (505) 887-3060 TO REACH THE STATION FROM THE JUNCTION
 CW0244'OF US HIGHWAY 62/180 AND US HIGHWAY 285 SOUTH OF CARLSBAD, PROCEED
 CW0244'SOUTH ON US HIGHWAY 62/180 FOR 5.6 KM (3.45 MI) TO THE CARVERN CITY
 CW0244'AIR TERMINAL ENTRANCE.  TURN RIGHT AND GO WEST 0.08 KM (0.05 MI) TO
 CW0244'AIRWAY ROAD.  TURN RIGHT AND PROCEED NORTHWEST ALONG AIRWAY ROAD FOR
 CW0244'0.96 KM (0.60 MI) TO A DIRT ROAD ON THE RIGHT.  TURN RIGHT AND GO
 CW0244'NORTH FOR 0.16 KM (0.10 MI) TO THE STATION ON THE LEFT IN THE
 CW0244'SOUTHWEST CORNER OF A 9- BY 9- FOOT CONCRETE STRUCTURE THE STATION IS
 CW0244'A BENCH MARK DISK SET IN THE TOP OF THE SOUTHWEST CORNER OF A 9- BY 9-
 CW0244'FOOT CONCRETE STRUCTURE PROJECTING 0.9 M (3.0 FT) ABOVE THE GROUND.
 CW0244'THE STATION IS LOCATED 25.3 M (83.0 FT) SOUTHWEST OF A POWER POLE WITH
 CW0244'1 GUY WIRE, 23.2 M (76.1 FT) WEST OF A WATER VALVE, 20.1 M (65.9 FT)
 CW0244'NORTHWEST OF THE CENTER LINE OF THE ROAD, AND 0.3 M (1.0 FT) EAST OF
 CW0244'THE WEST CORNER OF THE CONCRETE STRUCTURE
 CW0244
 CW0244                          STATION RECOVERY (2004)
 CW0244
 CW0244'RECOVERY NOTE BY US POWER SQUADRON 2004 (CAG)
 CW0244'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0574 ***********************************************************************
 DS0574  DESIGNATION -  D 231
 DS0574  PID         -  DS0574
 DS0574  STATE/COUNTY-  NM/SOCORRO
 DS0574  USGS QUAD   -  SAN ANTONIO (1981)
 DS0574
 DS0574                         *CURRENT SURVEY CONTROL
 DS0574  ___________________________________________________________________
 DS0574* NAD 83(1986)-  33 58 51.     (N)    106 52 31.     (W)     SCALED    
 DS0574* NAVD 88     -      1393.659  (meters)    4572.36   (feet)  ADJUSTED  
 DS0574  ___________________________________________________________________
 DS0574  GEOID HEIGHT-         -22.33  (meters)                     GEOID03
 DS0574  DYNAMIC HT  -        1391.675 (meters)    4565.85  (feet)  COMP
 DS0574  MODELED GRAV-     979,164.8   (mgal)                       NAVD 88
 DS0574
 DS0574  VERT ORDER  -  FIRST     CLASS II
 DS0574
 DS0574.The horizontal coordinates were scaled from a topographic map and have
 DS0574.an estimated accuracy of +/- 6 seconds.
 DS0574
 DS0574.The orthometric height was determined by differential leveling
 DS0574.and adjusted by the National Geodetic Survey in June 1991..
 DS0574
 DS0574.The geoid height was determined by GEOID03.
 DS0574
 DS0574.The dynamic height is computed by dividing the NAVD 88
 DS0574.geopotential number by the normal gravity value computed on the
 DS0574.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0574.degrees latitude (g = 980.6199 gals.).
 DS0574
 DS0574.The modeled gravity was interpolated from observed gravity values.
 DS0574
 DS0574;                    North         East    Units  Estimated Accuracy
 DS0574;SPC NM C     -   330,700.      442,230.      MT  (+/- 180 meters Scaled)
 DS0574
 DS0574                          SUPERSEDED SURVEY CONTROL
 DS0574
 DS0574  NGVD 29 (??/??/92) 1392.942  (m)         4570.01   (f) ADJ UNCH    1 2
 DS0574
 DS0574.Superseded values are not recommended for survey control.
 DS0574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0574.See file dsdata.txt to determine how the superseded data were derived.
 DS0574
 DS0574_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT267616(NAD 83)
 DS0574_MARKER: DB = BENCH MARK DISK
 DS0574_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0574_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0574_STAMPING: D 231 1950
 DS0574_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0574+STABILITY: SURFACE MOTION
 DS0574
 DS0574  HISTORY     - Date     Condition        Report By
 DS0574  HISTORY     - 1950     MONUMENTED       CGS
 DS0574  HISTORY     - 1975     MARK NOT FOUND   USGS
 DS0574
 DS0574                          STATION DESCRIPTION
 DS0574
 DS0574'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 DS0574'5.2 MI N FROM SAN ANTONIO.
 DS0574'5.2 MILES NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD FROM
 DS0574'THE STATION AT SAN ANTONIO, 46 FEET WEST OF THE WEST RAIL, 7 FEET
 DS0574'NORTHWEST OF MILEPOST 983, 1 FOOT EAST OF A FENCE, 1.5 FEET SOUTH OF A
 DS0574'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6
 DS0574'FOOT ABOVE THE GROUND.  THIS MARK IS 1.0 MILE SOUTH OF BENCH MARK C
 DS0574'231.
 DS0574
 DS0574                          STATION RECOVERY (1975)
 DS0574
 DS0574'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 DS0574'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0025 ***********************************************************************
 GM0025  DESIGNATION -  D 232
 GM0025  PID         -  GM0025
 GM0025  STATE/COUNTY-  NM/COLFAX
 GM0025  USGS QUAD   -  EAGLE TAIL MOUNTAIN (1971)
 GM0025
 GM0025                         *CURRENT SURVEY CONTROL
 GM0025  ___________________________________________________________________
 GM0025* NAD 83(1986)-  36 44 47.     (N)    104 27 48.     (W)     SCALED    
 GM0025* NAVD 88     -      1939.34   (+/-2cm)    6362.7    (feet)  VERTCON   
 GM0025  ___________________________________________________________________
 GM0025  GEOID HEIGHT-         -18.51  (meters)                     GEOID03
 GM0025
 GM0025  VERT ORDER  -  THIRD (See Below)
 GM0025
 GM0025.This mark is at Raton Mun/crews Fld Airport (RTN)
 GM0025
 GM0025.The horizontal coordinates were scaled from a topographic map and have
 GM0025.an estimated accuracy of +/- 6 seconds.
 GM0025
 GM0025.The NAVD 88 height was computed by applying the VERTCON shift value to
 GM0025.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GM0025.The vertical order pertains to the NGVD 29 superseded value.
 GM0025
 GM0025.The geoid height was determined by GEOID03.
 GM0025
 GM0025;                    North         East    Units  Estimated Accuracy
 GM0025;SPC NM E     -   637,340.      153,390.      MT  (+/- 180 meters Scaled)
 GM0025
 GM0025                          SUPERSEDED SURVEY CONTROL
 GM0025
 GM0025  NGVD 29 (??/??/??) 1938.39   (m)         6359.5    (f) RESET       3  
 GM0025
 GM0025.Superseded values are not recommended for survey control.
 GM0025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0025.See file dsdata.txt to determine how the superseded data were derived.
 GM0025
 GM0025_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEA479668(NAD 83)
 GM0025_MARKER: DB = BENCH MARK DISK
 GM0025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GM0025_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GM0025_STAMPING: D-232
 GM0025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GM0025+STABILITY: SURFACE MOTION
 GM0025
 GM0025  HISTORY     - Date     Condition        Report By
 GM0025  HISTORY     - UNK      MONUMENTED       CGS
 GM0025  HISTORY     - 1953     GOOD             NGS
 GM0025  HISTORY     - 1974     GOOD             NGS
 GM0025  HISTORY     - 1976     GOOD             NGS
 GM0025
 GM0025                          STATION DESCRIPTION
 GM0025
 GM0025'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 GM0025'11.6 MI S FROM RATON.
 GM0025'ABOUT 11.6 MILES SOUTH OF RATON, COLFAX COUNTY, AT CREWS FIELD (RATON
 GM0025'MUNICIPAL AIRPORT) AT THE BASE AND IN THE CENTER OF THE 4 LEGS OF THE
 GM0025'AIRPORT BEACON.  A STANDARD DISK SET IN THE TOP OF A CONCRETE POST AND
 GM0025'FLUSH WITH SURFACE TO THE GROUND.
 GM0025
 GM0025                          STATION RECOVERY (1974)
 GM0025
 GM0025'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 GM0025'RECOVERED IN GOOD CONDITION.
 GM0025
 GM0025                          STATION RECOVERY (1976)
 GM0025
 GM0025'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 GM0025'DETERMINED IN OFFICE THAT MARK TIED TO NET BY PHOTO PARTY
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0821 ***********************************************************************
 DS0821  DESIGNATION -  D 233
 DS0821  PID         -  DS0821
 DS0821  STATE/COUNTY-  NM/SIERRA
 DS0821  USGS QUAD   -  ENGLE (1985)
 DS0821
 DS0821                         *CURRENT SURVEY CONTROL
 DS0821  ___________________________________________________________________
 DS0821* NAD 83(1986)-  33 09 01.     (N)    107 01 50.     (W)     SCALED    
 DS0821* NAVD 88     -      1449.746  (meters)    4756.38   (feet)  ADJUSTED  
 DS0821  ___________________________________________________________________
 DS0821  GEOID HEIGHT-         -22.95  (meters)                     GEOID03
 DS0821  DYNAMIC HT  -        1447.626 (meters)    4749.42  (feet)  COMP
 DS0821  MODELED GRAV-     979,124.0   (mgal)                       NAVD 88
 DS0821
 DS0821  VERT ORDER  -  FIRST     CLASS II
 DS0821
 DS0821.The horizontal coordinates were scaled from a topographic map and have
 DS0821.an estimated accuracy of +/- 6 seconds.
 DS0821
 DS0821.The orthometric height was determined by differential leveling
 DS0821.and adjusted by the National Geodetic Survey in June 1991..
 DS0821
 DS0821.The geoid height was determined by GEOID03.
 DS0821
 DS0821.The dynamic height is computed by dividing the NAVD 88
 DS0821.geopotential number by the normal gravity value computed on the
 DS0821.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0821.degrees latitude (g = 980.6199 gals.).
 DS0821
 DS0821.The modeled gravity was interpolated from observed gravity values.
 DS0821
 DS0821;                    North         East    Units  Estimated Accuracy
 DS0821;SPC NM W     -   238,710.      904,890.      MT  (+/- 180 meters Scaled)
 DS0821
 DS0821                          SUPERSEDED SURVEY CONTROL
 DS0821
 DS0821  NGVD 29 (??/??/92) 1449.101  (m)         4754.26   (f) ADJ UNCH    1 2
 DS0821
 DS0821.Superseded values are not recommended for survey control.
 DS0821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0821.See file dsdata.txt to determine how the superseded data were derived.
 DS0821
 DS0821_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS106697(NAD 83)
 DS0821_MARKER: DB = BENCH MARK DISK
 DS0821_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0821_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0821_STAMPING: D 233 1951
 DS0821_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0821+STABILITY: SURFACE MOTION
 DS0821
 DS0821  HISTORY     - Date     Condition        Report By
 DS0821  HISTORY     - 1951     MONUMENTED       CGS
 DS0821  HISTORY     - 1952     GOOD             NGS
 DS0821
 DS0821                          STATION DESCRIPTION
 DS0821
 DS0821'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 DS0821'1.8 MI S FROM ENGLE.
 DS0821'1.8 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD FROM
 DS0821'THE STATION AT ENGLE, 2 POLES SOUTH OF MILEPOST 1045, 49 FEET EAST OF
 DS0821'THE EAST RAIL, 54 FEET WEST OF THE CENTER LINE OF A NORTH AND SOUTH
 DS0821'ROAD, 1.4 FEET EAST OF A FENCE, 2 FEET NORTH OF A WITNESS POST, SET IN
 DS0821'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 DS0821
 DS0821                          STATION RECOVERY (1952)
 DS0821
 DS0821'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 DS0821'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0784 ***********************************************************************
 DS0784  DESIGNATION -  D 234
 DS0784  PID         -  DS0784
 DS0784  STATE/COUNTY-  NM/SOCORRO
 DS0784  USGS QUAD   -  FORT CRAIG (1980)
 DS0784
 DS0784                         *CURRENT SURVEY CONTROL
 DS0784  ___________________________________________________________________
 DS0784* NAD 83(1986)-  33 40 54.     (N)    107 03 03.     (W)     SCALED    
 DS0784* NAVD 88     -      1423.851  (meters)    4671.42   (feet)  ADJUSTED  
 DS0784  ___________________________________________________________________
 DS0784  GEOID HEIGHT-         -22.75  (meters)                     GEOID03
 DS0784  DYNAMIC HT  -        1421.800 (meters)    4664.69  (feet)  COMP
 DS0784  MODELED GRAV-     979,146.6   (mgal)                       NAVD 88
 DS0784
 DS0784  VERT ORDER  -  FIRST     CLASS II
 DS0784
 DS0784.The horizontal coordinates were scaled from a topographic map and have
 DS0784.an estimated accuracy of +/- 6 seconds.
 DS0784
 DS0784.The orthometric height was determined by differential leveling
 DS0784.and adjusted by the National Geodetic Survey in June 1991..
 DS0784
 DS0784.The geoid height was determined by GEOID03.
 DS0784
 DS0784.The dynamic height is computed by dividing the NAVD 88
 DS0784.geopotential number by the normal gravity value computed on the
 DS0784.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0784.degrees latitude (g = 980.6199 gals.).
 DS0784
 DS0784.The modeled gravity was interpolated from observed gravity values.
 DS0784
 DS0784;                    North         East    Units  Estimated Accuracy
 DS0784;SPC NM C     -   297,640.      425,750.      MT  (+/- 180 meters Scaled)
 DS0784
 DS0784                          SUPERSEDED SURVEY CONTROL
 DS0784
 DS0784  NGVD 29 (??/??/92) 1423.143  (m)         4669.10   (f) ADJ UNCH    1 2
 DS0784
 DS0784.Superseded values are not recommended for survey control.
 DS0784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0784.See file dsdata.txt to determine how the superseded data were derived.
 DS0784
 DS0784_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT098287(NAD 83)
 DS0784_MARKER: DB = BENCH MARK DISK
 DS0784_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0784_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0784_STAMPING: D 234 1951
 DS0784_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0784+STABILITY: SURFACE MOTION
 DS0784
 DS0784  HISTORY     - Date     Condition        Report By
 DS0784  HISTORY     - 1951     MONUMENTED       CGS
 DS0784
 DS0784                          STATION DESCRIPTION
 DS0784
 DS0784'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 DS0784'22.1 MI SW FROM SAN ANTONIO.
 DS0784'21.1 MILES SOUTHWEST ALONG U.S. HIGHWAY 85 FROM THE ATCHISON, TOPEKA
 DS0784'AND SANTA FE RAILROAD STATION AT SAN ANTONIO, THENCE 1.0 MILE
 DS0784'NORTHEAST ALONG A PRIVATE ROAD LEADING NORTHEAST TO SAN MARCIAL LAKE,
 DS0784'35 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 3.7 FEET SOUTH OF A
 DS0784'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5
 DS0784'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0076 ***********************************************************************
 DS0076  DESIGNATION -  D 235
 DS0076  PID         -  DS0076
 DS0076  STATE/COUNTY-  NM/SOCORRO
 DS0076  USGS QUAD   -  MOCKINGBIRD GAP (1982)
 DS0076
 DS0076                         *CURRENT SURVEY CONTROL
 DS0076  ___________________________________________________________________
 DS0076* NAD 83(1986)-  33 32 06.     (N)    106 26 10.     (W)     SCALED    
 DS0076* NAVD 88     -      1588.814  (meters)    5212.63   (feet)  ADJUSTED  
 DS0076  ___________________________________________________________________
 DS0076  GEOID HEIGHT-         -21.98  (meters)                     GEOID03
 DS0076  DYNAMIC HT  -        1586.502 (meters)    5205.05  (feet)  COMP
 DS0076  MODELED GRAV-     979,125.6   (mgal)                       NAVD 88
 DS0076
 DS0076  VERT ORDER  -  SECOND    CLASS 0
 DS0076
 DS0076.The horizontal coordinates were scaled from a topographic map and have
 DS0076.an estimated accuracy of +/- 6 seconds.
 DS0076
 DS0076.The orthometric height was determined by differential leveling
 DS0076.and adjusted by the National Geodetic Survey in June 1991..
 DS0076
 DS0076.The geoid height was determined by GEOID03.
 DS0076
 DS0076.The dynamic height is computed by dividing the NAVD 88
 DS0076.geopotential number by the normal gravity value computed on the
 DS0076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0076.degrees latitude (g = 980.6199 gals.).
 DS0076
 DS0076.The modeled gravity was interpolated from observed gravity values.
 DS0076
 DS0076;                    North         East    Units  Estimated Accuracy
 DS0076;SPC NM C     -   281,100.      482,720.      MT  (+/- 180 meters Scaled)
 DS0076
 DS0076                          SUPERSEDED SURVEY CONTROL
 DS0076
 DS0076  NGVD 29 (??/??/92) 1588.121  (m)         5210.36   (f) ADJ UNCH    2 0
 DS0076
 DS0076.Superseded values are not recommended for survey control.
 DS0076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0076.See file dsdata.txt to determine how the superseded data were derived.
 DS0076
 DS0076_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT666115(NAD 83)
 DS0076_MARKER: DB = BENCH MARK DISK
 DS0076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0076_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0076_STAMPING: D 235 1952
 DS0076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0076+STABILITY: SURFACE MOTION
 DS0076
 DS0076  HISTORY     - Date     Condition        Report By
 DS0076  HISTORY     - 1952     MONUMENTED       CGS
 DS0076  HISTORY     - 1967     GOOD             NGS
 DS0076
 DS0076                          STATION DESCRIPTION
 DS0076
 DS0076'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DS0076'26 MI NW FROM THREE RIVERS.
 DS0076'THE MARK IS ABOUT 33 MILES WEST-SOUTHWEST OF CARRIZOZO, 26 MILES
 DS0076'NORTHWEST OF THREE RIVERS AND 4 1/2 MILES NORTH OF THE SOCORRO-SIERRA
 DS0076'COUNTY LINE.  THE MARK IS A STANDARD DISK, SET IN THE TOP OF A ROUND
 DS0076'CONCRETE POST, 12 INCHES IN DIAMETER, THAT PROJECTS 6 INCHES ABOVE THE
 DS0076'GROUND.  IT IS 80 FEET SOUTHWEST OF THE CENTERLINE OF A GRAVELED ROAD
 DS0076'AND 3 FEET WEST OF A WITNESS POST.  NOTE-- THIS MARK WAS ESTABLISHED
 DS0076'AS AN AZIMUTH MARK FOR TRIANGULATION STATION GAP (HAFB).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0103 ***********************************************************************
 DS0103  DESIGNATION -  D 236
 DS0103  PID         -  DS0103
 DS0103  STATE/COUNTY-  NM/SOCORRO
 DS0103  USGS QUAD   -  TRINITY SITE (1981)
 DS0103
 DS0103                         *CURRENT SURVEY CONTROL
 DS0103  ___________________________________________________________________
 DS0103* NAD 83(1986)-  33 39 59.     (N)    106 28 39.     (W)     SCALED    
 DS0103* NAVD 88     -      1498.374  (meters)    4915.92   (feet)  ADJUSTED  
 DS0103  ___________________________________________________________________
 DS0103  GEOID HEIGHT-         -22.05  (meters)                     GEOID03
 DS0103  DYNAMIC HT  -        1496.211 (meters)    4908.82  (feet)  COMP
 DS0103  MODELED GRAV-     979,140.4   (mgal)                       NAVD 88
 DS0103
 DS0103  VERT ORDER  -  SECOND    CLASS 0
 DS0103
 DS0103.The horizontal coordinates were scaled from a topographic map and have
 DS0103.an estimated accuracy of +/- 6 seconds.
 DS0103
 DS0103.The orthometric height was determined by differential leveling
 DS0103.and adjusted by the National Geodetic Survey in June 1991..
 DS0103
 DS0103.The geoid height was determined by GEOID03.
 DS0103
 DS0103.The dynamic height is computed by dividing the NAVD 88
 DS0103.geopotential number by the normal gravity value computed on the
 DS0103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0103.degrees latitude (g = 980.6199 gals.).
 DS0103
 DS0103.The modeled gravity was interpolated from observed gravity values.
 DS0103
 DS0103;                    North         East    Units  Estimated Accuracy
 DS0103;SPC NM C     -   295,680.      478,900.      MT  (+/- 180 meters Scaled)
 DS0103
 DS0103                          SUPERSEDED SURVEY CONTROL
 DS0103
 DS0103  NGVD 29 (??/??/92) 1497.690  (m)         4913.67   (f) ADJ UNCH    2 0
 DS0103
 DS0103.Superseded values are not recommended for survey control.
 DS0103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0103.See file dsdata.txt to determine how the superseded data were derived.
 DS0103
 DS0103_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT630261(NAD 83)
 DS0103_MARKER: DB = BENCH MARK DISK
 DS0103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0103_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0103_STAMPING: D 236 1952
 DS0103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0103+STABILITY: SURFACE MOTION
 DS0103
 DS0103  HISTORY     - Date     Condition        Report By
 DS0103  HISTORY     - 1952     MONUMENTED       CGS
 DS0103
 DS0103                          STATION DESCRIPTION
 DS0103
 DS0103'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DS0103'49.45 MI W FROM CARRIZOZO.
 DS0103'14.8 MILES SOUTH ALONG U.S. HIGHWAY 54 FROM THE POST OFFICE AT
 DS0103'CARRIZOZO, THENCE 30.0 MILES WEST ALONG THE MOCKING BIRD GAP ROAD,
 DS0103'THENCE 4.45 MILES NORTH ALONG A DIRT ROAD, THENCE 0.2 MILE NORTH ALONG
 DS0103'AN OILED ROAD, 109 FEET EAST OF THE CENTER LINE OF AN OILED ROAD, 12
 DS0103'FEET WEST OF AN ABANDONED TELEPHONE LINE, 3 FEET NORTH OF A WITNESS
 DS0103'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.7 FOOT ABOVE
 DS0103'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0373 ***********************************************************************
 DS0373  DESIGNATION -  D 237
 DS0373  PID         -  DS0373
 DS0373  STATE/COUNTY-  NM/SOCORRO
 DS0373  USGS QUAD   -  MOUND SPRINGS (1982)
 DS0373
 DS0373                         *CURRENT SURVEY CONTROL
 DS0373  ___________________________________________________________________
 DS0373* NAD 83(1986)-  33 24 47.     (N)    106 21 48.     (W)     SCALED    
 DS0373* NAVD 88     -      1321.223  (meters)    4334.71   (feet)  ADJUSTED  
 DS0373  ___________________________________________________________________
 DS0373  GEOID HEIGHT-         -22.30  (meters)                     GEOID03
 DS0373  DYNAMIC HT  -        1319.334 (meters)    4328.52  (feet)  COMP
 DS0373  MODELED GRAV-     979,161.8   (mgal)                       NAVD 88
 DS0373
 DS0373  VERT ORDER  -  SECOND    CLASS 0
 DS0373
 DS0373.The horizontal coordinates were scaled from a topographic map and have
 DS0373.an estimated accuracy of +/- 6 seconds.
 DS0373
 DS0373.The orthometric height was determined by differential leveling
 DS0373.and adjusted by the National Geodetic Survey in June 1991..
 DS0373
 DS0373.The geoid height was determined by GEOID03.
 DS0373
 DS0373.The dynamic height is computed by dividing the NAVD 88
 DS0373.geopotential number by the normal gravity value computed on the
 DS0373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0373.degrees latitude (g = 980.6199 gals.).
 DS0373
 DS0373.The modeled gravity was interpolated from observed gravity values.
 DS0373
 DS0373;                    North         East    Units  Estimated Accuracy
 DS0373;SPC NM C     -   267,560.      489,460.      MT  (+/- 180 meters Scaled)
 DS0373
 DS0373                          SUPERSEDED SURVEY CONTROL
 DS0373
 DS0373  NGVD 29 (??/??/92) 1320.582  (m)         4332.61   (f) ADJ UNCH    2 0
 DS0373
 DS0373.Superseded values are not recommended for survey control.
 DS0373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0373.See file dsdata.txt to determine how the superseded data were derived.
 DS0373
 DS0373_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS732979(NAD 83)
 DS0373_MARKER: DB = BENCH MARK DISK
 DS0373_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0373_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0373_STAMPING: D 237 1952
 DS0373_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0373+STABILITY: SURFACE MOTION
 DS0373
 DS0373  HISTORY     - Date     Condition        Report By
 DS0373  HISTORY     - 1952     MONUMENTED       CGS
 DS0373
 DS0373                          STATION DESCRIPTION
 DS0373
 DS0373'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DS0373'46.8 MI SW FROM CARRIZOZO.
 DS0373'14.8 MILES SOUTH ALONG U.S. HIGHWAY 54 FROM THE POST OFFICE AT
 DS0373'CARRIZOZO, THENCE 23.1 MILES WEST ALONG THE MOCKING BIRD GAP ROAD,
 DS0373'THENCE 0.9 MILE SOUTH ALONG A DIRT ROAD, THENCE 8.0 MILES SOUTHEAST
 DS0373'ALONG A TRACK ROAD, 55 FEET  EAST OF THE CENTER LINE OF THE ROAD, 3
 DS0373'FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 DS0373'PROJECTS 0.7 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0404 ***********************************************************************
 DS0404  DESIGNATION -  D 239
 DS0404  PID         -  DS0404
 DS0404  STATE/COUNTY-  NM/OTERO
 DS0404  USGS QUAD   -  TULAROSA PEAK (1981)
 DS0404
 DS0404                         *CURRENT SURVEY CONTROL
 DS0404  ___________________________________________________________________
 DS0404* NAD 83(1986)-  33 06 46.     (N)    106 09 29.     (W)     SCALED    
 DS0404* NAVD 88     -      1263.731  (meters)    4146.09   (feet)  ADJUSTED  
 DS0404  ___________________________________________________________________
 DS0404  GEOID HEIGHT-         -22.60  (meters)                     GEOID03
 DS0404  DYNAMIC HT  -        1261.914 (meters)    4140.13  (feet)  COMP
 DS0404  MODELED GRAV-     979,155.8   (mgal)                       NAVD 88
 DS0404
 DS0404  VERT ORDER  -  FIRST     CLASS I
 DS0404
 DS0404.The horizontal coordinates were scaled from a topographic map and have
 DS0404.an estimated accuracy of +/- 6 seconds.
 DS0404
 DS0404.The orthometric height was determined by differential leveling
 DS0404.and adjusted by the National Geodetic Survey in June 1991..
 DS0404
 DS0404.The geoid height was determined by GEOID03.
 DS0404
 DS0404.The dynamic height is computed by dividing the NAVD 88
 DS0404.geopotential number by the normal gravity value computed on the
 DS0404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0404.degrees latitude (g = 980.6199 gals.).
 DS0404
 DS0404.The modeled gravity was interpolated from observed gravity values.
 DS0404
 DS0404;                    North         East    Units  Estimated Accuracy
 DS0404;SPC NM C     -   234,260.      508,580.      MT  (+/- 180 meters Scaled)
 DS0404
 DS0404                          SUPERSEDED SURVEY CONTROL
 DS0404
 DS0404  NGVD 29 (??/??/92) 1263.117  (m)         4144.08   (f) ADJ UNCH    1 1
 DS0404
 DS0404.Superseded values are not recommended for survey control.
 DS0404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0404.See file dsdata.txt to determine how the superseded data were derived.
 DS0404
 DS0404_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS919643(NAD 83)
 DS0404_MARKER: DB = BENCH MARK DISK
 DS0404_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0404_SP_SET: CONCRETE POST
 DS0404_STAMPING: D 239 1952
 DS0404_MARK LOGO: CGS   
 DS0404_PROJECTION: PROJECTING 4 CENTIMETERS
 DS0404_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0404+STABILITY: SURFACE MOTION
 DS0404
 DS0404  HISTORY     - Date     Condition        Report By
 DS0404  HISTORY     - 1952     MONUMENTED       CGS
 DS0404  HISTORY     - 1967     GOOD             NGS
 DS0404  HISTORY     - 1986     GOOD             NGS
 DS0404
 DS0404                          STATION DESCRIPTION
 DS0404
 DS0404'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DS0404'9 MI WNW FROM TULAROSA.
 DS0404'THE MARK IS ABOUT 15-3/4 MILES SOUTH-SOUTHWEST OF THREE RIVERS, 10-1/2
 DS0404'MILES EAST OF THE SIERRA-OTERO COUNTY LINE AND 9 MILES WEST-NORTHWEST
 DS0404'OF TULAROSA.  THE MARK IS A STANDARD DISK, SET IN THE TOP OF A
 DS0404'CONCRETE POST, 12 INCHES IN DIAMETER, THAT PROJECTS 3 INCHES ABOVE THE
 DS0404'GROUND.  IT IS 58 FEET EAST OF THE CENTERLINE OF A GRAVELED ROAD AND
 DS0404'2.5 FEET EAST OF A WITNESS POST.
 DS0404
 DS0404                          STATION RECOVERY (1986)
 DS0404
 DS0404'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 DS0404'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  12.9 KM
 DS0404'(8.0 MI) WEST OF THE POST OFFICE IN TULAROSA ALONG THE OLD HIGHWAY 52
 DS0404'TO THE TULA GATE, THENCE 4.0 KM (2.5 MI) NORTH OF THE TULA GATE ON
 DS0404'WSMR ROUTE 9, 17.2 METERS (56.4 FT) EAST-NORTHEAST OF THE CENTERLINE
 DS0404'OF THE ROAD.
 DS0404'THE MARK IS 1.0 METERS  NW FROM  A WITNESS POST
 DS0404'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0326 ***********************************************************************
 EP0326  DESIGNATION -  D 24
 EP0326  PID         -  EP0326
 EP0326  STATE/COUNTY-  NM/TORRANCE
 EP0326  USGS QUAD   -  CORONA NORTH (1995)
 EP0326
 EP0326                         *CURRENT SURVEY CONTROL
 EP0326  ___________________________________________________________________
 EP0326* NAD 83(1986)-  34 17 08.     (N)    105 33 47.     (W)     SCALED    
 EP0326* NAVD 88     -      1990.975  (meters)    6532.06   (feet)  ADJUSTED  
 EP0326  ___________________________________________________________________
 EP0326  GEOID HEIGHT-         -20.06  (meters)                     GEOID03
 EP0326  DYNAMIC HT  -        1988.072 (meters)    6522.53  (feet)  COMP
 EP0326  MODELED GRAV-     979,105.5   (mgal)                       NAVD 88
 EP0326
 EP0326  VERT ORDER  -  FIRST     CLASS II
 EP0326
 EP0326.The horizontal coordinates were scaled from a topographic map and have
 EP0326.an estimated accuracy of +/- 6 seconds.
 EP0326
 EP0326.The orthometric height was determined by differential leveling
 EP0326.and adjusted by the National Geodetic Survey in June 1991..
 EP0326
 EP0326.The geoid height was determined by GEOID03.
 EP0326
 EP0326.The dynamic height is computed by dividing the NAVD 88
 EP0326.geopotential number by the normal gravity value computed on the
 EP0326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EP0326.degrees latitude (g = 980.6199 gals.).
 EP0326
 EP0326.The modeled gravity was interpolated from observed gravity values.
 EP0326
 EP0326;                    North         East    Units  Estimated Accuracy
 EP0326;SPC NM C     -   364,540.      563,240.      MT  (+/- 180 meters Scaled)
 EP0326
 EP0326                          SUPERSEDED SURVEY CONTROL
 EP0326
 EP0326  NGVD 29 (??/??/92) 1990.124  (m)         6529.27   (f) ADJ UNCH    1 2
 EP0326
 EP0326.Superseded values are not recommended for survey control.
 EP0326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EP0326.See file dsdata.txt to determine how the superseded data were derived.
 EP0326
 EP0326_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDT481939(NAD 83)
 EP0326_MARKER: DB = BENCH MARK DISK
 EP0326_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EP0326_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EP0326_STAMPING: 6529.265 D 24 1933
 EP0326_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EP0326+STABILITY: SURFACE MOTION
 EP0326
 EP0326  HISTORY     - Date     Condition        Report By
 EP0326  HISTORY     - 1933     MONUMENTED       CGS
 EP0326  HISTORY     - 1934     GOOD             NGS
 EP0326
 EP0326                          STATION DESCRIPTION
 EP0326
 EP0326'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 EP0326'1.1 MI S FROM VARNEY.
 EP0326'1.1 MILES SOUTH ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 EP0326'STATION AT VARNEY, TORRANCE COUNTY, 48 FEET SOUTH OF THE FOURTH POLE
 EP0326'NORTH OF MILEPOST 1949, 59 FEET EAST OF THE CENTERLINE OF THE TRACK,
 EP0326'AND 40 FEET WEST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED
 EP0326'6529.265 D 24 1933 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0240 ***********************************************************************
 CX0240  DESIGNATION -  D 240
 CX0240  PID         -  CX0240
 CX0240  STATE/COUNTY-  NM/OTERO
 CX0240  USGS QUAD   -  GARTON LAKE (1982)
 CX0240
 CX0240                         *CURRENT SURVEY CONTROL
 CX0240  ___________________________________________________________________
 CX0240* NAD 83(1986)-  32 46 00.     (N)    106 08 10.     (W)     SCALED    
 CX0240* NAVD 88     -      1220.875  (meters)    4005.49   (feet)  ADJUSTED  
 CX0240  ___________________________________________________________________
 CX0240  GEOID HEIGHT-         -23.00  (meters)                     GEOID03
 CX0240  DYNAMIC HT  -        1219.104 (meters)    3999.68  (feet)  COMP
 CX0240  MODELED GRAV-     979,145.9   (mgal)                       NAVD 88
 CX0240
 CX0240  VERT ORDER  -  SECOND    CLASS 0
 CX0240
 CX0240.The horizontal coordinates were scaled from a topographic map and have
 CX0240.an estimated accuracy of +/- 6 seconds.
 CX0240
 CX0240.The orthometric height was determined by differential leveling
 CX0240.and adjusted by the National Geodetic Survey in June 1991..
 CX0240
 CX0240.The geoid height was determined by GEOID03.
 CX0240
 CX0240.The dynamic height is computed by dividing the NAVD 88
 CX0240.geopotential number by the normal gravity value computed on the
 CX0240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0240.degrees latitude (g = 980.6199 gals.).
 CX0240
 CX0240.The modeled gravity was interpolated from observed gravity values.
 CX0240
 CX0240;                    North         East    Units  Estimated Accuracy
 CX0240;SPC NM C     -   195,880.      510,670.      MT  (+/- 180 meters Scaled)
 CX0240
 CX0240                          SUPERSEDED SURVEY CONTROL
 CX0240
 CX0240  NGVD 29 (??/??/92) 1220.297  (m)         4003.59   (f) ADJ UNCH    2 0
 CX0240
 CX0240.Superseded values are not recommended for survey control.
 CX0240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0240.See file dsdata.txt to determine how the superseded data were derived.
 CX0240
 CX0240_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS935259(NAD 83)
 CX0240_MARKER: DB = BENCH MARK DISK
 CX0240_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX0240_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CX0240_STAMPING: D 240 1952
 CX0240_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX0240+STABILITY: SURFACE MOTION
 CX0240
 CX0240  HISTORY     - Date     Condition        Report By
 CX0240  HISTORY     - 1952     MONUMENTED       CGS
 CX0240  HISTORY     - 1986     GOOD             DMA
 CX0240
 CX0240                          STATION DESCRIPTION
 CX0240
 CX0240'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CX0240'14.9 MI SW FROM ALAMOGORDO.
 CX0240'12.9 MILES SOUTHWEST ALONG U.S. HIGHWAY 70 FROM THE POST OFFICE AT
 CX0240'ALAMOGORDO, THENCE 2.0 MILES SOUTH ALONG A GRAVELED ROAD, 74 FEET EAST
 CX0240'OF THE CENTER LINE OF THE ROAD, 3 FEET SOUTH OF A WITNESS POST, SET IN
 CX0240'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.9 FOOT ABOVE THE GROUND.
 CX0240
 CX0240                          STATION RECOVERY (1986)
 CX0240
 CX0240'RECOVERY NOTE BY DEFENSE MAP AGENCY 1986 (PET)
 CX0240'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0533 ***********************************************************************
 DS0533  DESIGNATION -  D 241
 DS0533  PID         -  DS0533
 DS0533  STATE/COUNTY-  NM/SOCORRO
 DS0533  USGS QUAD   -  STRAWBERRY PEAK (1981)
 DS0533
 DS0533                         *CURRENT SURVEY CONTROL
 DS0533  ___________________________________________________________________
 DS0533* NAD 83(1986)-  33 03 59.     (N)    106 32 04.     (W)     SCALED    
 DS0533* NAVD 88     -      1209.465  (meters)    3968.05   (feet)  ADJUSTED  
 DS0533  ___________________________________________________________________
 DS0533  GEOID HEIGHT-         -22.95  (meters)                     GEOID03
 DS0533  DYNAMIC HT  -        1207.719 (meters)    3962.32  (feet)  COMP
 DS0533  MODELED GRAV-     979,153.1   (mgal)                       NAVD 88
 DS0533
 DS0533  VERT ORDER  -  SECOND    CLASS 0
 DS0533
 DS0533.The horizontal coordinates were scaled from a topographic map and have
 DS0533.an estimated accuracy of +/- 6 seconds.
 DS0533
 DS0533.The orthometric height was determined by differential leveling
 DS0533.and adjusted by the National Geodetic Survey in June 1991..
 DS0533
 DS0533.The geoid height was determined by GEOID03.
 DS0533
 DS0533.The dynamic height is computed by dividing the NAVD 88
 DS0533.geopotential number by the normal gravity value computed on the
 DS0533.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0533.degrees latitude (g = 980.6199 gals.).
 DS0533
 DS0533.The modeled gravity was interpolated from observed gravity values.
 DS0533
 DS0533;                    North         East    Units  Estimated Accuracy
 DS0533;SPC NM C     -   229,150.      473,440.      MT  (+/- 180 meters Scaled)
 DS0533
 DS0533                          SUPERSEDED SURVEY CONTROL
 DS0533
 DS0533  NGVD 29 (??/??/92) 1208.856  (m)         3966.06   (f) ADJ UNCH    2 0
 DS0533
 DS0533.Superseded values are not recommended for survey control.
 DS0533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0533.See file dsdata.txt to determine how the superseded data were derived.
 DS0533
 DS0533_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS567596(NAD 83)
 DS0533_MARKER: DB = BENCH MARK DISK
 DS0533_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0533_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0533_STAMPING: D 241 1952
 DS0533_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0533+STABILITY: SURFACE MOTION
 DS0533
 DS0533  HISTORY     - Date     Condition        Report By
 DS0533  HISTORY     - 1952     MONUMENTED       CGS
 DS0533
 DS0533                          STATION DESCRIPTION
 DS0533
 DS0533'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DS0533'35.3 MI W FROM TULAROSA.
 DS0533'28.3 MILES WEST ALONG OLD STATE HIGHWAY 52 FROM THE SOUTHERN PACIFIC
 DS0533'RAILROAD STATION AT TULAROSA, THENCE 7.0 MILES SOUTH ALONG A TRACK
 DS0533'ROAD, 81 FEETS EAST OF THE CENTER LINE OF THE ROAD, 3 FEET EAST OF A
 DS0533'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6
 DS0533'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0478 ***********************************************************************
 CX0478  DESIGNATION -  D 242
 CX0478  PID         -  CX0478
 CX0478  STATE/COUNTY-  NM/OTERO
 CX0478  USGS QUAD   -  ELEPHANT MOUNTAIN (1955)
 CX0478
 CX0478                         *CURRENT SURVEY CONTROL
 CX0478  ___________________________________________________________________
 CX0478* NAD 83(1986)-  32 24 09.     (N)    106 13 52.     (W)     SCALED    
 CX0478* NAVD 88     -      1234.606  (meters)    4050.54   (feet)  ADJUSTED  
 CX0478  ___________________________________________________________________
 CX0478  GEOID HEIGHT-         -23.47  (meters)                     GEOID03
 CX0478  DYNAMIC HT  -        1232.769 (meters)    4044.51  (feet)  COMP
 CX0478  MODELED GRAV-     979,107.8   (mgal)                       NAVD 88
 CX0478
 CX0478  VERT ORDER  -  FIRST     CLASS II
 CX0478
 CX0478.The horizontal coordinates were scaled from a topographic map and have
 CX0478.an estimated accuracy of +/- 6 seconds.
 CX0478
 CX0478.The orthometric height was determined by differential leveling
 CX0478.and adjusted by the National Geodetic Survey in June 1991..
 CX0478
 CX0478.The geoid height was determined by GEOID03.
 CX0478
 CX0478.The dynamic height is computed by dividing the NAVD 88
 CX0478.geopotential number by the normal gravity value computed on the
 CX0478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0478.degrees latitude (g = 980.6199 gals.).
 CX0478
 CX0478.The modeled gravity was interpolated from observed gravity values.
 CX0478
 CX0478;                    North         East    Units  Estimated Accuracy
 CX0478;SPC NM C     -   155,500.      501,780.      MT  (+/- 180 meters Scaled)
 CX0478
 CX0478                          SUPERSEDED SURVEY CONTROL
 CX0478
 CX0478  NGVD 29 (??/??/92) 1234.018  (m)         4048.61   (f) ADJ UNCH    1 2
 CX0478
 CX0478.Superseded values are not recommended for survey control.
 CX0478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0478.See file dsdata.txt to determine how the superseded data were derived.
 CX0478
 CX0478_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR842857(NAD 83)
 CX0478_MARKER: DB = BENCH MARK DISK
 CX0478_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX0478_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CX0478_STAMPING: D 242 1952
 CX0478_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX0478+STABILITY: SURFACE MOTION
 CX0478
 CX0478  HISTORY     - Date     Condition        Report By
 CX0478  HISTORY     - 1952     MONUMENTED       CGS
 CX0478  HISTORY     - 1966     GOOD             NGS
 CX0478
 CX0478                          STATION DESCRIPTION
 CX0478
 CX0478'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 CX0478'9.45 MI W FROM OROGRANDE.
 CX0478'ABOUT 0.6 MILE SOUTH ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 CX0478'STATION AT OROGRANDE, THENCE 4.35 MILES NORTHWEST ALONG A PAVED ROAD,
 CX0478'THENCE 4.5 MILES WEST ALONG WHITE SANDS MISSILE RANGE ROUTE 2, IN S 9,
 CX0478'T 22 S, R 7 E, 98 FEET NORTH OF THE CENTER LINE OF THE ROAD, 46 FEET
 CX0478'EAST OF THE CENTER LINE OF A DIRT ROAD, 63 FEET WEST OF A TELEPHONE
 CX0478'POLE, IN LINE WITH A ROW OF TELEPHONE POLES, 22 FEET NORTHEAST OF A
 CX0478'CONCRETE MARKER FOR AN UNDERGROUND CABLE, 1.3 FEET EAST OF A METAL
 CX0478'WITNESS POST, AND SET IN THE TOP OF A CONCRETE FILLED METAL PIPE
 CX0478'PROJECTING 14 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0045 ***********************************************************************
 CX0045  DESIGNATION -  D 243
 CX0045  PID         -  CX0045
 CX0045  STATE/COUNTY-  NM/DONA ANA
 CX0045  USGS QUAD   -  HEART OF THE SANDS SW (1982)
 CX0045
 CX0045                         *CURRENT SURVEY CONTROL
 CX0045  ___________________________________________________________________
 CX0045* NAD 83(1986)-  32 49 37.     (N)    106 29 48.     (W)     SCALED    
 CX0045* NAVD 88     -      1229.653  (meters)    4034.29   (feet)  ADJUSTED  
 CX0045  ___________________________________________________________________
 CX0045  GEOID HEIGHT-         -23.08  (meters)                     GEOID03
 CX0045  DYNAMIC HT  -        1227.878 (meters)    4028.46  (feet)  COMP
 CX0045  MODELED GRAV-     979,151.7   (mgal)                       NAVD 88
 CX0045
 CX0045  VERT ORDER  -  SECOND    CLASS 0
 CX0045
 CX0045.The horizontal coordinates were scaled from a topographic map and have
 CX0045.an estimated accuracy of +/- 6 seconds.
 CX0045
 CX0045.The orthometric height was determined by differential leveling
 CX0045.and adjusted by the National Geodetic Survey in June 1991..
 CX0045
 CX0045.The geoid height was determined by GEOID03.
 CX0045
 CX0045.The dynamic height is computed by dividing the NAVD 88
 CX0045.geopotential number by the normal gravity value computed on the
 CX0045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0045.degrees latitude (g = 980.6199 gals.).
 CX0045
 CX0045.The modeled gravity was interpolated from observed gravity values.
 CX0045
 CX0045;                    North         East    Units  Estimated Accuracy
 CX0045;SPC NM C     -   202,590.      476,910.      MT  (+/- 180 meters Scaled)
 CX0045
 CX0045                          SUPERSEDED SURVEY CONTROL
 CX0045
 CX0045  NGVD 29 (??/??/92) 1229.069  (m)         4032.37   (f) ADJ UNCH    2 0
 CX0045
 CX0045.Superseded values are not recommended for survey control.
 CX0045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0045.See file dsdata.txt to determine how the superseded data were derived.
 CX0045
 CX0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS599330(NAD 83)
 CX0045_MARKER: DB = BENCH MARK DISK
 CX0045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX0045_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CX0045_STAMPING: D 243 1952
 CX0045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX0045+STABILITY: SURFACE MOTION
 CX0045
 CX0045  HISTORY     - Date     Condition        Report By
 CX0045  HISTORY     - 1952     MONUMENTED       CGS
 CX0045  HISTORY     - 1979     GOOD             USGS
 CX0045
 CX0045                          STATION DESCRIPTION
 CX0045
 CX0045'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CX0045'52.45 MI SW FROM TULAROSA.
 CX0045'28.3 MILES WEST ALONG OLD STATE HIGHWAY 52 FROM THE SOUTHERN PACIFIC
 CX0045'RAILROAD STATION AT TULAROSA, THENCE 24.15 MILES SOUTH ALONG A TRACK
 CX0045'ROAD, 11 FT WEST OF THE CENTER LINE OF THE ROAD, BETWEEN TWO TELEPHONE
 CX0045'POLES 3 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 CX0045'POST WHICH PROJECTS 0.7 FEET ABOVE THE GROUND.
 CX0045
 CX0045                          STATION RECOVERY (1979)
 CX0045
 CX0045'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 CX0045'U.S. POST OFFICE AT TULAROSA, N.M., 29.3 MI. W. OF ALONG OLD HWY 52
 CX0045'AND WSMR ROAD 6 TO THE INTERSECTION OF WSMR ROAD 7, THENCE 24.0 MI.
 CX0045'S. ABOUT 1100 FT. N. OF A ROAD INTERSECTION, 1300 FT. W. OF THE HWY
 CX0045'TO A WASHED OUT TRACK ROAD, 12 FT. W. OF THE ROAD, 3 FT. N. OF A
 CX0045'WITNESS POST, A STANDARD TABLET SET IN THE TOP OF A CONCRETE POST
 CX0045'PROJECTING 0.6 FT ABOVE THE GROUND AND STAMPED D-243 1952.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0521 ***********************************************************************
 CX0521  DESIGNATION -  D 244
 CX0521  PID         -  CX0521
 CX0521  STATE/COUNTY-  NM/OTERO
 CX0521  USGS QUAD   -  WHITE SANDS NE (1955)
 CX0521
 CX0521                         *CURRENT SURVEY CONTROL
 CX0521  ___________________________________________________________________
 CX0521* NAD 83(1986)-  32 23 09.     (N)    106 20 33.     (W)     SCALED    
 CX0521* NAVD 88     -      1225.231  (meters)    4019.78   (feet)  POSTED    
 CX0521  ___________________________________________________________________
 CX0521  GEOID HEIGHT-         -23.72  (meters)                     GEOID03
 CX0521  DYNAMIC HT  -        1223.400 (meters)    4013.77  (feet)  COMP
 CX0521  MODELED GRAV-     979,099.5   (mgal)                       NAVD 88
 CX0521
 CX0521  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 CX0521
 CX0521.The horizontal coordinates were scaled from a topographic map and have
 CX0521.an estimated accuracy of +/- 6 seconds.
 CX0521
 CX0521.The orthometric height was determined by differential leveling
 CX0521.and adjusted by the National Geodetic Survey in 1992..
 CX0521.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 CX0521.rate of 4.1 thru 8.0 mm/km.
 CX0521
 CX0521.The geoid height was determined by GEOID03.
 CX0521
 CX0521.The dynamic height is computed by dividing the NAVD 88
 CX0521.geopotential number by the normal gravity value computed on the
 CX0521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0521.degrees latitude (g = 980.6199 gals.).
 CX0521
 CX0521.The modeled gravity was interpolated from observed gravity values.
 CX0521
 CX0521;                    North         East    Units  Estimated Accuracy
 CX0521;SPC NM C     -   153,650.      491,300.      MT  (+/- 180 meters Scaled)
 CX0521
 CX0521                          SUPERSEDED SURVEY CONTROL
 CX0521
 CX0521  NGVD 29 (??/??/92) 1224.603  (m)         4017.72   (f) ADJ UNCH    2 0
 CX0521
 CX0521.Superseded values are not recommended for survey control.
 CX0521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0521.See file dsdata.txt to determine how the superseded data were derived.
 CX0521
 CX0521_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR737839(NAD 83)
 CX0521_MARKER: DB = BENCH MARK DISK
 CX0521_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX0521_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CX0521_STAMPING: D 244 1952
 CX0521_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX0521+STABILITY: SURFACE MOTION
 CX0521
 CX0521  HISTORY     - Date     Condition        Report By
 CX0521  HISTORY     - 1952     MONUMENTED       CGS
 CX0521
 CX0521                          STATION DESCRIPTION
 CX0521
 CX0521'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CX0521'16.95 MI W FROM OROGRANDE.
 CX0521'0.6 MILE SOUTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 CX0521'STATION AT OROGRANDE, THENCE 15.35 MILES WEST ALONG AN OILED ROAD,
 CX0521'THENCE 1.0 MILE SOUTH ALONG AN OILED ROAD, 200 FEET SOUTHEAST OF THE
 CX0521'CENTER OF THE EAST ENTRANCE TO AN AMMUNITION DUMP, 30 FEET EAST OF THE
 CX0521'CENTER LINE OF THE ROAD, 6 FEET EAST OF A TELEPHONE POLE, 4 FEET NORTH
 CX0521'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 CX0521'0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0678 ***********************************************************************
 CX0678  DESIGNATION -  D 245
 CX0678  PID         -  CX0678
 CX0678  STATE/COUNTY-  NM/DONA ANA
 CX0678  USGS QUAD   -  SAN MIGUEL (1955)
 CX0678
 CX0678                         *CURRENT SURVEY CONTROL
 CX0678  ___________________________________________________________________
 CX0678* NAD 83(1986)-  32 13 36.     (N)    106 44 09.     (W)     SCALED    
 CX0678* NAVD 88     -      1178.375  (meters)    3866.05   (feet)  ADJUSTED  
 CX0678  ___________________________________________________________________
 CX0678  GEOID HEIGHT-         -23.92  (meters)                     GEOID03
 CX0678  DYNAMIC HT  -        1176.637 (meters)    3860.35  (feet)  COMP
 CX0678  MODELED GRAV-     979,122.9   (mgal)                       NAVD 88
 CX0678
 CX0678  VERT ORDER  -  FIRST     CLASS II
 CX0678
 CX0678.The horizontal coordinates were scaled from a topographic map and have
 CX0678.an estimated accuracy of +/- 6 seconds.
 CX0678
 CX0678.The orthometric height was determined by differential leveling
 CX0678.and adjusted by the National Geodetic Survey in June 1991..
 CX0678
 CX0678.The geoid height was determined by GEOID03.
 CX0678
 CX0678.The dynamic height is computed by dividing the NAVD 88
 CX0678.geopotential number by the normal gravity value computed on the
 CX0678.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0678.degrees latitude (g = 980.6199 gals.).
 CX0678
 CX0678.The modeled gravity was interpolated from observed gravity values.
 CX0678
 CX0678;                    North         East    Units  Estimated Accuracy
 CX0678;SPC NM C     -   136,100.      454,210.      MT  (+/- 180 meters Scaled)
 CX0678
 CX0678                          SUPERSEDED SURVEY CONTROL
 CX0678
 CX0678  NGVD 29 (??/??/92) 1177.860  (m)         3864.36   (f) ADJ UNCH    1 2
 CX0678
 CX0678.Superseded values are not recommended for survey control.
 CX0678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0678.See file dsdata.txt to determine how the superseded data were derived.
 CX0678
 CX0678_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR364668(NAD 83)
 CX0678_MARKER: DB = BENCH MARK DISK
 CX0678_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CX0678_SP_SET: CULVERT
 CX0678_STAMPING: D 245 1952
 CX0678_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX0678
 CX0678  HISTORY     - Date     Condition        Report By
 CX0678  HISTORY     - 1952     MONUMENTED       CGS
 CX0678  HISTORY     - 1954     GOOD             NGS
 CX0678  HISTORY     - 1981     GOOD             NGS
 CX0678
 CX0678                          STATION DESCRIPTION
 CX0678
 CX0678'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 CX0678'3.85 MI SE FROM MESILLA PARK.
 CX0678'3.85 MILES SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 CX0678'FROM THE STATION AT MESILLA PARK, 0.2 MILE SOUTHEAST OF A ROAD
 CX0678'CROSSING, 2 POLES NORTHWEST OF MILEPOST 1119, 58 FEET NORTHEAST OF THE
 CX0678'NORTHEAST RAIL, 27 FEET SOUTHWEST OF THE CENTER LINE OF U.S. HIGHWAYS
 CX0678'80 AND 85, 18 FEET NORTHEAST OF A FENCE, 65 FEET NORTHWEST OF THE
 CX0678'CENTER LINE OF A PRIVATE DRIVEWAY, 2 FEET ABOVE THE GROUND, SET IN THE
 CX0678'TOP OF THE CENTER OF THE SOUTHWEST HEADWALL OF A CONCRETE CULVERT
 CX0678'UNDER THE HIGHWAY.
 CX0678
 CX0678                          STATION RECOVERY (1981)
 CX0678
 CX0678'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CX0678'5.9 KM (3.7 MI) SOUTHEAST ALONG STATE HIGHWAY 478 FROM THE POST
 CX0678'OFFICE IN MESILLA PARK, 2 POLES NORTHWEST OF RAILROAD MILE POST 1119,
 CX0678'0.3 KM (0.2 MI) SOUTHEAST OF COUNTY ROAD C 012 (ADDINGTON ROAD), IN
 CX0678'TOP CENTER OF THE SOUTHWEST HEADWALL OF A CONCRETE CULVERT, 19.8
 CX0678'METERS (65.0 FT) NORTHWEST OF A DRIVEWAY LEADING SOUTHWEST,
 CX0678'17.7 METERS (58.0 FT) NORTHEAST OF THE NEAR RAIL OF THE ATCHISON,
 CX0678'TOPEKA AND SANTA FE RAILROAD AND 8.2 METERS (27.0 FT) SOUTHWEST
 CX0678'OF THE CENTERLINE OF THE HIGHWAY.
 CX0678'THE MARK IS 1.2 METERS  SE FROM A WITNESS POST.
 CX0678'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0776 ***********************************************************************
 CX0776  DESIGNATION -  D 246
 CX0776  PID         -  CX0776
 CX0776  STATE/COUNTY-  NM/DONA ANA
 CX0776  USGS QUAD   -  LA MESA (1955)
 CX0776
 CX0776                         *CURRENT SURVEY CONTROL
 CX0776  ___________________________________________________________________
 CX0776* NAD 83(1986)-  32 00 39.     (N)    106 39 54.     (W)     SCALED    
 CX0776* NAVD 88     -      1157.075  (meters)    3796.17   (feet)  ADJUSTED  
 CX0776  ___________________________________________________________________
 CX0776  GEOID HEIGHT-         -24.06  (meters)                     GEOID03
 CX0776  DYNAMIC HT  -        1155.344 (meters)    3790.49  (feet)  COMP
 CX0776  MODELED GRAV-     979,103.7   (mgal)                       NAVD 88
 CX0776
 CX0776  VERT ORDER  -  SECOND    CLASS 0
 CX0776
 CX0776.The horizontal coordinates were scaled from a topographic map and have
 CX0776.an estimated accuracy of +/- 6 seconds.
 CX0776
 CX0776.The orthometric height was determined by differential leveling
 CX0776.and adjusted by the National Geodetic Survey in June 1991..
 CX0776
 CX0776.The geoid height was determined by GEOID03.
 CX0776
 CX0776.The dynamic height is computed by dividing the NAVD 88
 CX0776.geopotential number by the normal gravity value computed on the
 CX0776.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0776.degrees latitude (g = 980.6199 gals.).
 CX0776
 CX0776.The modeled gravity was interpolated from observed gravity values.
 CX0776
 CX0776;                    North         East    Units  Estimated Accuracy
 CX0776;SPC NM C     -   112,140.      460,790.      MT  (+/- 180 meters Scaled)
 CX0776
 CX0776                          SUPERSEDED SURVEY CONTROL
 CX0776
 CX0776  NGVD 29 (??/??/92) 1156.541  (m)         3794.42   (f) ADJ UNCH    2 0
 CX0776
 CX0776.Superseded values are not recommended for survey control.
 CX0776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0776.See file dsdata.txt to determine how the superseded data were derived.
 CX0776
 CX0776_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR427428(NAD 83)
 CX0776_MARKER: DB = BENCH MARK DISK
 CX0776_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX0776_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CX0776_STAMPING: D 246 1952
 CX0776_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX0776+STABILITY: SURFACE MOTION
 CX0776
 CX0776  HISTORY     - Date     Condition        Report By
 CX0776  HISTORY     - 1952     MONUMENTED       CGS
 CX0776
 CX0776                          STATION DESCRIPTION
 CX0776
 CX0776'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CX0776'1.05 MI NW FROM VALLEY.
 CX0776'1.05 MILES NORTHWEST ALONG STATE HIGHWAY 28 FROM THE HIGH SCHOOL AT
 CX0776'VALLEY, 41 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 16.8 FEET
 CX0776'NORTHWEST OF THE WEST CORNER OF A HOUSE, 43 FEET NORTHWEST OF THE
 CX0776'CENTER LINE OF A PRIVATE DRIVEWAY, 14.7 FEET EAST OF A TELEPHONE POLE,
 CX0776'13 FEET EAST OF A WITNESS POST, 6.8 FEET NORTHWEST OF AN 8 INCH ELM
 CX0776'TREE, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE
 CX0776'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0788 ***********************************************************************
 CX0788  DESIGNATION -  D 247
 CX0788  PID         -  CX0788
 CX0788  STATE/COUNTY-  NM/DONA ANA
 CX0788  USGS QUAD   -  SELDEN CANYON (1982)
 CX0788
 CX0788                         *CURRENT SURVEY CONTROL
 CX0788  ___________________________________________________________________
 CX0788* NAD 83(1986)-  32 35 25.     (N)    106 59 45.     (W)     SCALED    
 CX0788* NAVD 88     -      1218.960  (meters)    3999.20   (feet)  ADJUSTED  
 CX0788  ___________________________________________________________________
 CX0788  GEOID HEIGHT-         -23.82  (meters)                     GEOID03
 CX0788  DYNAMIC HT  -        1217.173 (meters)    3993.34  (feet)  COMP
 CX0788  MODELED GRAV-     979,130.8   (mgal)                       NAVD 88
 CX0788
 CX0788  VERT ORDER  -  FIRST     CLASS II
 CX0788
 CX0788.The horizontal coordinates were scaled from a topographic map and have
 CX0788.an estimated accuracy of +/- 6 seconds.
 CX0788
 CX0788.The orthometric height was determined by differential leveling
 CX0788.and adjusted by the National Geodetic Survey in June 1991..
 CX0788
 CX0788.The geoid height was determined by GEOID03.
 CX0788
 CX0788.The dynamic height is computed by dividing the NAVD 88
 CX0788.geopotential number by the normal gravity value computed on the
 CX0788.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0788.degrees latitude (g = 980.6199 gals.).
 CX0788
 CX0788.The modeled gravity was interpolated from observed gravity values.
 CX0788
 CX0788;                    North         East    Units  Estimated Accuracy
 CX0788;SPC NM C     -   176,560.      429,990.      MT  (+/- 180 meters Scaled)
 CX0788
 CX0788                          SUPERSEDED SURVEY CONTROL
 CX0788
 CX0788  NGVD 29 (??/??/92) 1218.392  (m)         3997.34   (f) ADJ UNCH    1 2
 CX0788
 CX0788.Superseded values are not recommended for survey control.
 CX0788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0788.See file dsdata.txt to determine how the superseded data were derived.
 CX0788
 CX0788_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS126076(NAD 83)
 CX0788_MARKER: DB = BENCH MARK DISK
 CX0788_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX0788_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CX0788_STAMPING: D 247 1952
 CX0788_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX0788+STABILITY: SURFACE MOTION
 CX0788
 CX0788  HISTORY     - Date     Condition        Report By
 CX0788  HISTORY     - 1952     MONUMENTED       CGS
 CX0788  HISTORY     - 1973     POOR             USGS
 CX0788
 CX0788                          STATION DESCRIPTION
 CX0788
 CX0788'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CX0788'7.75 MI SE FROM RINCON.
 CX0788'7.75 MILES SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 CX0788'FROM THE STATION AT RINCON, AT TONUCO SIDING, AT A ROAD CROSSING, 148
 CX0788'FEET EAST OF THE NORTHEAST CORNER OF A HOUSE, 64 FEET SOUTH OF THE
 CX0788'CENTER LINE OF A DIRT ROAD, 53 FEET WEST OF A FENCE, 41 FEET EAST OF
 CX0788'THE EAST RAIL OF THE MAIN TRACK, 20.5 FEET SOUTH OF A TELEPHONE POLE,
 CX0788'8 POLES SOUTH OF MILEPOST 1087, SET IN THE TOP OF A CONCRETE POST
 CX0788'WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
 CX0788
 CX0788                          STATION RECOVERY (1973)
 CX0788
 CX0788'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 CX0788'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0101 ***********************************************************************
 CX0101  DESIGNATION -  D 248
 CX0101  PID         -  CX0101
 CX0101  STATE/COUNTY-  NM/OTERO
 CX0101  USGS QUAD   -  FOSTER LAKE (1982)
 CX0101
 CX0101                         *CURRENT SURVEY CONTROL
 CX0101  ___________________________________________________________________
 CX0101* NAD 83(1986)-  32 42 49.     (N)    106 14 52.     (W)     SCALED    
 CX0101* NAVD 88     -      1213.921  (meters)    3982.67   (feet)  ADJUSTED  
 CX0101  ___________________________________________________________________
 CX0101  GEOID HEIGHT-         -23.28  (meters)                     GEOID03
 CX0101  DYNAMIC HT  -        1212.154 (meters)    3976.88  (feet)  COMP
 CX0101  MODELED GRAV-     979,140.7   (mgal)                       NAVD 88
 CX0101
 CX0101  VERT ORDER  -  SECOND    CLASS 0
 CX0101
 CX0101.The horizontal coordinates were scaled from a topographic map and have
 CX0101.an estimated accuracy of +/- 6 seconds.
 CX0101
 CX0101.The orthometric height was determined by differential leveling
 CX0101.and adjusted by the National Geodetic Survey in June 1991..
 CX0101
 CX0101.The geoid height was determined by GEOID03.
 CX0101
 CX0101.The dynamic height is computed by dividing the NAVD 88
 CX0101.geopotential number by the normal gravity value computed on the
 CX0101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0101.degrees latitude (g = 980.6199 gals.).
 CX0101
 CX0101.The modeled gravity was interpolated from observed gravity values.
 CX0101
 CX0101;                    North         East    Units  Estimated Accuracy
 CX0101;SPC NM C     -   189,990.      500,210.      MT  (+/- 180 meters Scaled)
 CX0101
 CX0101                          SUPERSEDED SURVEY CONTROL
 CX0101
 CX0101  NGVD 29 (??/??/92) 1213.347  (m)         3980.79   (f) ADJ UNCH    2 0
 CX0101
 CX0101.Superseded values are not recommended for survey control.
 CX0101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0101.See file dsdata.txt to determine how the superseded data were derived.
 CX0101
 CX0101_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS830202(NAD 83)
 CX0101_MARKER: DB = BENCH MARK DISK
 CX0101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX0101_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CX0101_STAMPING: D 248 1952
 CX0101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX0101+STABILITY: SURFACE MOTION
 CX0101
 CX0101  HISTORY     - Date     Condition        Report By
 CX0101  HISTORY     - 1952     MONUMENTED       CGS
 CX0101
 CX0101                          STATION DESCRIPTION
 CX0101
 CX0101'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CX0101'21.5 MI SW FROM ALAMOGORDO.
 CX0101'17.5 MILES SOUTHWEST ALONG U.S. HIGHWAY 70 FROM THE POST OFFICE AT
 CX0101'ALAMOGORDO, THENCE 4.0 MILES SOUTHWEST ALONG OLD ABANDONED U.S.
 CX0101'HIGHWAY 70.  ON THE SOUTHEAST SLOPE OF A SMALL RANGE OF HILLS, 93 FEET
 CX0101'NORTHWEST OF THE CENTER LINE OF THE OLD HIGHWAY, 2 FEET NORTH OF A
 CX0101'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.7
 CX0101'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0540 ***********************************************************************
 DR0540  DESIGNATION -  D 25
 DR0540  PID         -  DR0540
 DR0540  STATE/COUNTY-  NM/LINCOLN
 DR0540  USGS QUAD   -  SUNSET (1988)
 DR0540
 DR0540                         *CURRENT SURVEY CONTROL
 DR0540  ___________________________________________________________________
 DR0540* NAD 83(1986)-  33 20 02.     (N)    105 03 34.     (W)     SCALED    
 DR0540* NAVD 88     -      1452.497  (meters)    4765.40   (feet)  ADJUSTED  
 DR0540  ___________________________________________________________________
 DR0540  GEOID HEIGHT-         -21.77  (meters)                     GEOID03
 DR0540  DYNAMIC HT  -        1450.379 (meters)    4758.45  (feet)  COMP
 DR0540  MODELED GRAV-     979,128.5   (mgal)                       NAVD 88
 DR0540
 DR0540  VERT ORDER  -  FIRST     CLASS II
 DR0540
 DR0540.The horizontal coordinates were scaled from a topographic map and have
 DR0540.an estimated accuracy of +/- 6 seconds.
 DR0540
 DR0540.The orthometric height was determined by differential leveling
 DR0540.and adjusted by the National Geodetic Survey in June 1991..
 DR0540
 DR0540.The geoid height was determined by GEOID03.
 DR0540
 DR0540.The dynamic height is computed by dividing the NAVD 88
 DR0540.geopotential number by the normal gravity value computed on the
 DR0540.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0540.degrees latitude (g = 980.6199 gals.).
 DR0540
 DR0540.The modeled gravity was interpolated from observed gravity values.
 DR0540
 DR0540;                    North         East    Units  Estimated Accuracy
 DR0540;SPC NM C     -   259,410.      610,830.      MT  (+/- 180 meters Scaled)
 DR0540
 DR0540                          SUPERSEDED SURVEY CONTROL
 DR0540
 DR0540  NGVD 29 (??/??/92) 1451.840  (m)         4763.25   (f) ADJ UNCH    1 2
 DR0540
 DR0540.Superseded values are not recommended for survey control.
 DR0540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0540.See file dsdata.txt to determine how the superseded data were derived.
 DR0540
 DR0540_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDS944883(NAD 83)
 DR0540_MARKER: DB = BENCH MARK DISK
 DR0540_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR0540_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DR0540_STAMPING: 4763.245 D 25 1933
 DR0540_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR0540+STABILITY: SURFACE MOTION
 DR0540
 DR0540  HISTORY     - Date     Condition        Report By
 DR0540  HISTORY     - 1933     MONUMENTED       CGS
 DR0540  HISTORY     - 1934     GOOD             NGS
 DR0540  HISTORY     - 1960     MARK NOT FOUND   USGS
 DR0540
 DR0540                          STATION DESCRIPTION
 DR0540
 DR0540'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DR0540'14.9 MI E FROM HONDO.
 DR0540'14.9 MILES EAST ALONG U.S. HIGHWAY 70 FROM THE GENERAL STORE AT HONDO,
 DR0540'LINCOLN COUNTY, 35 YARDS WEST OF RIVERSIDE CAMP AND SERVICE STATION,
 DR0540'40 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, AND 25 FEET NORTHWEST
 DR0540'OF A SMALL CACTUS GARDEN.  A STANDARD DISK, STAMPED 4763.245 D 25 1933
 DR0540'AND SET IN THE TOP OF A CONCRETE POST.
 DR0540
 DR0540                          STATION RECOVERY (1960)
 DR0540
 DR0540'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 DR0540'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1033 ***********************************************************************
 CX1033  DESIGNATION -  D 250
 CX1033  PID         -  CX1033
 CX1033  STATE/COUNTY-  NM/LUNA
 CX1033  USGS QUAD   -  DEMING WEST (1972)
 CX1033
 CX1033                         *CURRENT SURVEY CONTROL
 CX1033  ___________________________________________________________________
 CX1033* NAD 83(1986)-  32 18 51.     (N)    107 48 57.     (W)     SCALED    
 CX1033* NAVD 88     -      1350.222  (meters)    4429.85   (feet)  ADJUSTED  
 CX1033  ___________________________________________________________________
 CX1033  GEOID HEIGHT-         -24.52  (meters)                     GEOID03
 CX1033  DYNAMIC HT  -        1348.176 (meters)    4423.14  (feet)  COMP
 CX1033  MODELED GRAV-     979,076.7   (mgal)                       NAVD 88
 CX1033
 CX1033  VERT ORDER  -  FIRST     CLASS II
 CX1033
 CX1033.The horizontal coordinates were scaled from a topographic map and have
 CX1033.an estimated accuracy of +/- 6 seconds.
 CX1033
 CX1033.The orthometric height was determined by differential leveling
 CX1033.and adjusted by the National Geodetic Survey in June 1991..
 CX1033.WARNING-Repeat measurements at this control monument indicate possible
 CX1033.vertical movement.
 CX1033
 CX1033.The geoid height was determined by GEOID03.
 CX1033
 CX1033.The dynamic height is computed by dividing the NAVD 88
 CX1033.geopotential number by the normal gravity value computed on the
 CX1033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX1033.degrees latitude (g = 980.6199 gals.).
 CX1033
 CX1033.The modeled gravity was interpolated from observed gravity values.
 CX1033
 CX1033;                    North         East    Units  Estimated Accuracy
 CX1033;SPC NM W     -   145,700.      831,650.      MT  (+/- 180 meters Scaled)
 CX1033
 CX1033                          SUPERSEDED SURVEY CONTROL
 CX1033
 CX1033  NGVD 29 (??/??/92) 1349.520  (m)         4427.55   (f) ADJ UNCH    1 2
 CX1033
 CX1033.Superseded values are not recommended for survey control.
 CX1033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1033.See file dsdata.txt to determine how the superseded data were derived.
 CX1033
 CX1033_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBR348787(NAD 83)
 CX1033_MARKER: DB = BENCH MARK DISK
 CX1033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX1033_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CX1033_STAMPING: D 250 1952
 CX1033_PROJECTION: PROJECTING 13 CENTIMETERS
 CX1033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX1033+STABILITY: SURFACE MOTION
 CX1033
 CX1033  HISTORY     - Date     Condition        Report By
 CX1033  HISTORY     - 1952     MONUMENTED       CGS
 CX1033  HISTORY     - 1979     GOOD             NGS
 CX1033
 CX1033                          STATION DESCRIPTION
 CX1033
 CX1033'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CX1033'5.1 MI NW FROM DEMING.
 CX1033'5.1 MILES NORTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 CX1033'FROM THE STATION AT DEMING, 90 FEET NORTHEAST OF THE NORTHEAST RAIL,
 CX1033'48 FEET NORTHEAST OF THE 5TH POLE NORTHWEST OF MILEPOST 4, 5 FEET
 CX1033'SOUTHWEST OF A FENCE, 3.4 FEET NORTHWEST OF A WITNESS POST, SET IN THE
 CX1033'TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 CX1033
 CX1033                          STATION RECOVERY (1979)
 CX1033
 CX1033'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CX1033'0.2 KILOMETER (0.1 MILE) EAST ALONG SPRUCE STREET FROM THE POST OFFICE
 CX1033'IN DEMING, THENCE 8.1 KILOMETERS (5.1 MILES) NORTHWEST ALONG U.S.
 CX1033'HIGHWAY 180, THENCE 2.6 KILOMETERS (1.6 MILES) SOUTHWEST ALONG A
 CX1033'GRAVEL ROAD, THENCE 0.5 KILOMETERS (0.3 MILE) SOUTHEAST ALONG A GRAVEL
 CX1033'ROAD, 0.5 KILOMETER (0.3 MILE) SOUTHEAST OF A ROAD CROSSING OF THE
 CX1033'ATCHISON TOPEKA AND SANTE FE RAILROAD, 27.4 METERS (90.0 FEET)
 CX1033'NORTHEAST OF THE NORTHEAST RAIL, 13.4 METERS (44.0 FEET) NORTHWEST
 CX1033'OF TELEPHONE POLE NUMBER 1, 6.4 METERS (21.0 FEET) SOUTHWEST OF THE
 CX1033'CENTER OF THE ROAD AND 1.5 METERS (5.0 FEET) SOUTHWEST OF A FENCE.
 CX1033'THE MARK IS 0.7 METERS  NW FROM A WITNESS POST.
 CX1033'THE MARK IS 0.3 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0029 ***********************************************************************
 CY0029  DESIGNATION -  D 251
 CY0029  PID         -  CY0029
 CY0029  STATE/COUNTY-  NM/GRANT
 CY0029  USGS QUAD   -  TYRONE (1992)
 CY0029
 CY0029                         *CURRENT SURVEY CONTROL
 CY0029  ___________________________________________________________________
 CY0029* NAD 83(1986)-  32 43 42.     (N)    108 15 11.     (W)     SCALED    
 CY0029* NAVD 88     -      1723.288  (meters)    5653.82   (feet)  ADJUSTED  
 CY0029  ___________________________________________________________________
 CY0029  GEOID HEIGHT-         -23.93  (meters)                     GEOID03
 CY0029  DYNAMIC HT  -        1720.568 (meters)    5644.90  (feet)  COMP
 CY0029  MODELED GRAV-     978,999.5   (mgal)                       NAVD 88
 CY0029
 CY0029  VERT ORDER  -  FIRST     CLASS II
 CY0029
 CY0029.The horizontal coordinates were scaled from a topographic map and have
 CY0029.an estimated accuracy of +/- 6 seconds.
 CY0029
 CY0029.The orthometric height was determined by differential leveling
 CY0029.and adjusted by the National Geodetic Survey in June 1991..
 CY0029
 CY0029.The geoid height was determined by GEOID03.
 CY0029
 CY0029.The dynamic height is computed by dividing the NAVD 88
 CY0029.geopotential number by the normal gravity value computed on the
 CY0029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0029.degrees latitude (g = 980.6199 gals.).
 CY0029
 CY0029.The modeled gravity was interpolated from observed gravity values.
 CY0029
 CY0029;                    North         East    Units  Estimated Accuracy
 CY0029;SPC NM W     -   191,710.      790,660.      MT  (+/- 180 meters Scaled)
 CY0029
 CY0029                          SUPERSEDED SURVEY CONTROL
 CY0029
 CY0029  NGVD 29 (??/??/92) 1722.384  (m)         5650.85   (f) ADJ UNCH    1 2
 CY0029
 CY0029.Superseded values are not recommended for survey control.
 CY0029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0029.See file dsdata.txt to determine how the superseded data were derived.
 CY0029
 CY0029_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYB574245(NAD 83)
 CY0029_MARKER: DB = BENCH MARK DISK
 CY0029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0029_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0029_STAMPING: D 251 1952
 CY0029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0029+STABILITY: SURFACE MOTION
 CY0029
 CY0029  HISTORY     - Date     Condition        Report By
 CY0029  HISTORY     - 1952     MONUMENTED       CGS
 CY0029
 CY0029                          STATION DESCRIPTION
 CY0029
 CY0029'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CY0029'3.3 MI SE FROM SILVER CITY.
 CY0029'3.3 MILES SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 CY0029'FROM THE STATION AT SILVER CITY, 9 1/2 POLES NORTHWEST OF MILEPOST 43,
 CY0029'82 FEET NORTHEAST OF THE NORTHEAST RAIL, 60 FEET SOUTHWEST OF THE
 CY0029'CENTER LINE OF A TRACK ROAD, 9.3 FEET NORTHEAST OF A FENCE, 3 FEET
 CY0029'NORTHWEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 CY0029'PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1020 ***********************************************************************
 CX1020  DESIGNATION -  D 252
 CX1020  PID         -  CX1020
 CX1020  STATE/COUNTY-  NM/LUNA
 CX1020  USGS QUAD   -  DEMING EAST (1965)
 CX1020
 CX1020                         *CURRENT SURVEY CONTROL
 CX1020  ___________________________________________________________________
 CX1020* NAD 83(1986)-  32 17 34.     (N)    107 43 04.     (W)     SCALED    
 CX1020* NAVD 88     -      1315.805  (meters)    4316.94   (feet)  ADJUSTED  
 CX1020  ___________________________________________________________________
 CX1020  GEOID HEIGHT-         -24.52  (meters)                     GEOID03
 CX1020  DYNAMIC HT  -        1313.810 (meters)    4310.39  (feet)  COMP
 CX1020  MODELED GRAV-     979,076.9   (mgal)                       NAVD 88
 CX1020
 CX1020  VERT ORDER  -  FIRST     CLASS II
 CX1020
 CX1020.The horizontal coordinates were scaled from a topographic map and have
 CX1020.an estimated accuracy of +/- 6 seconds.
 CX1020
 CX1020.The orthometric height was determined by differential leveling
 CX1020.and adjusted by the National Geodetic Survey in June 1991..
 CX1020
 CX1020.The geoid height was determined by GEOID03.
 CX1020
 CX1020.The dynamic height is computed by dividing the NAVD 88
 CX1020.geopotential number by the normal gravity value computed on the
 CX1020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX1020.degrees latitude (g = 980.6199 gals.).
 CX1020
 CX1020.The modeled gravity was interpolated from observed gravity values.
 CX1020
 CX1020;                    North         East    Units  Estimated Accuracy
 CX1020;SPC NM W     -   143,340.      840,880.      MT  (+/- 180 meters Scaled)
 CX1020
 CX1020                          SUPERSEDED SURVEY CONTROL
 CX1020
 CX1020  NGVD 29 (??/??/92) 1315.103  (m)         4314.63   (f) ADJ UNCH    1 2
 CX1020
 CX1020.Superseded values are not recommended for survey control.
 CX1020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1020.See file dsdata.txt to determine how the superseded data were derived.
 CX1020
 CX1020_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBR440761(NAD 83)
 CX1020_MARKER: DB = BENCH MARK DISK
 CX1020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX1020_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CX1020_STAMPING: D 252 1952
 CX1020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX1020+STABILITY: SURFACE MOTION
 CX1020
 CX1020  HISTORY     - Date     Condition        Report By
 CX1020  HISTORY     - 1952     MONUMENTED       CGS
 CX1020
 CX1020                          STATION DESCRIPTION
 CX1020
 CX1020'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CX1020'2.8 MI NE FROM DEMING.
 CX1020'2.8 MILES NORTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 CX1020'FROM THE STATION AT DEMING, 99 FEET NORTHWEST OF THE NORTHWEST RAIL,
 CX1020'55 FEET NORTHWEST OF THE 6TH POLE SOUTHWEST OF MILEPOST 1130, 2 FEET
 CX1020'NORTHWEST OF A FENCE, 2.5 FEET NORTHEAST OF A WITNESS POST, SET IN THE
 CX1020'TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1062 ***********************************************************************
 CX1062  DESIGNATION -  D 253
 CX1062  PID         -  CX1062
 CX1062  STATE/COUNTY-  NM/LUNA
 CX1062  USGS QUAD   -  DEMING WEST (1972)
 CX1062
 CX1062                         *CURRENT SURVEY CONTROL
 CX1062  ___________________________________________________________________
 CX1062* NAD 83(1986)-  32 15 35.     (N)    107 51 11.     (W)     SCALED    
 CX1062* NAVD 88     -      1343.930  (meters)    4409.21   (feet)  ADJUSTED  
 CX1062  ___________________________________________________________________
 CX1062  GEOID HEIGHT-         -24.59  (meters)                     GEOID03
 CX1062  DYNAMIC HT  -        1341.903 (meters)    4402.56  (feet)  COMP
 CX1062  MODELED GRAV-     979,083.7   (mgal)                       NAVD 88
 CX1062
 CX1062  VERT ORDER  -  FIRST     CLASS II
 CX1062
 CX1062.The horizontal coordinates were scaled from a topographic map and have
 CX1062.an estimated accuracy of +/- 6 seconds.
 CX1062
 CX1062.The orthometric height was determined by differential leveling
 CX1062.and adjusted by the National Geodetic Survey in June 1991..
 CX1062
 CX1062.The geoid height was determined by GEOID03.
 CX1062
 CX1062.The dynamic height is computed by dividing the NAVD 88
 CX1062.geopotential number by the normal gravity value computed on the
 CX1062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX1062.degrees latitude (g = 980.6199 gals.).
 CX1062
 CX1062.The modeled gravity was interpolated from observed gravity values.
 CX1062
 CX1062;                    North         East    Units  Estimated Accuracy
 CX1062;SPC NM W     -   139,670.      828,140.      MT  (+/- 180 meters Scaled)
 CX1062
 CX1062                          SUPERSEDED SURVEY CONTROL
 CX1062
 CX1062  NGVD 29 (??/??/92) 1343.217  (m)         4406.87   (f) ADJ UNCH    1 2
 CX1062
 CX1062.Superseded values are not recommended for survey control.
 CX1062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1062.See file dsdata.txt to determine how the superseded data were derived.
 CX1062
 CX1062_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBR312727(NAD 83)
 CX1062_MARKER: DB = BENCH MARK DISK
 CX1062_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CX1062_SP_SET: BRIDGE
 CX1062_STAMPING: D 253 1952
 CX1062_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CX1062
 CX1062  HISTORY     - Date     Condition        Report By
 CX1062  HISTORY     - 1952     MONUMENTED       CGS
 CX1062  HISTORY     - 1980     GOOD             NGS
 CX1062
 CX1062                          STATION DESCRIPTION
 CX1062
 CX1062'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CX1062'5.7 MI W FROM DEMING.
 CX1062'5.7 MILES WEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATION AT
 CX1062'DEMING, 11 POLES EAST OF MILEPOST 1202, 6.6 FEET SOUTH OF THE SOUTH
 CX1062'RAIL, 1 FOOT BELOW THE TOP OF THE RAILS, SET IN THE TOP OF THE SOUTH
 CX1062'END OF THE WEST ABUTMENT OF BRIDGE 1202.31.
 CX1062
 CX1062                          STATION RECOVERY (1980)
 CX1062
 CX1062'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CX1062'9.1 KILOMETERS (5.65 MILES) WEST ALONG THE SOUTHERN PACIFIC RAILROAD
 CX1062'FROM ITS STATION IN DEMING, 0.4 KILOMETER (0.25 MILE) WEST OF
 CX1062'INTERSTATE HIGHWAY 10 MILE POST 77, 0.5 KILOMETER (0.3 MILE) EAST OF
 CX1062'RAILROAD MILE POST 1202, SET IN TOP OF THE SOUTH END OF THE WEST
 CX1062'ABUTMENT OF RAILROAD BRIDGE 1202.31, 1.9 METERS (6.3 FEET) SOUTH OF
 CX1062'THE SOUTH RAIL AND 0.55 METER (1.8 FEET) NORTH OF THE SOUTH END OF THE
 CX1062'ABUTMENT.
 CX1062'THE MARK IS 0.4 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0093 ***********************************************************************
 DR0093  DESIGNATION -  D 254
 DR0093  PID         -  DR0093
 DR0093  STATE/COUNTY-  NM/CHAVES
 DR0093  USGS QUAD   -  SOUTH SPRING (1975)
 DR0093
 DR0093                         *CURRENT SURVEY CONTROL
 DR0093  ___________________________________________________________________
 DR0093* NAD 83(1986)-  33 19 23.     (N)    104 27 51.     (W)     SCALED    
 DR0093* NAVD 88     -      1090.042  (meters)    3576.25   (feet)  ADJUSTED  
 DR0093  ___________________________________________________________________
 DR0093  GEOID HEIGHT-         -23.20  (meters)                     GEOID03
 DR0093  DYNAMIC HT  -        1088.556 (meters)    3571.37  (feet)  COMP
 DR0093  MODELED GRAV-     979,236.8   (mgal)                       NAVD 88
 DR0093
 DR0093  VERT ORDER  -  FIRST     CLASS II
 DR0093
 DR0093.The horizontal coordinates were scaled from a topographic map and have
 DR0093.an estimated accuracy of +/- 6 seconds.
 DR0093
 DR0093.The orthometric height was determined by differential leveling
 DR0093.and adjusted by the National Geodetic Survey in June 1991..
 DR0093
 DR0093.The geoid height was determined by GEOID03.
 DR0093
 DR0093.The dynamic height is computed by dividing the NAVD 88
 DR0093.geopotential number by the normal gravity value computed on the
 DR0093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0093.degrees latitude (g = 980.6199 gals.).
 DR0093
 DR0093.The modeled gravity was interpolated from observed gravity values.
 DR0093
 DR0093;                    North         East    Units  Estimated Accuracy
 DR0093;SPC NM E     -   257,590.      152,820.      MT  (+/- 180 meters Scaled)
 DR0093
 DR0093                          SUPERSEDED SURVEY CONTROL
 DR0093
 DR0093.No superseded survey control is available for this station.
 DR0093
 DR0093_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES498872(NAD 83)
 DR0093_MARKER: DB = BENCH MARK DISK
 DR0093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR0093_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DR0093_STAMPING: D 254 1957
 DR0093_MARK LOGO: CGS   
 DR0093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR0093+STABILITY: SURFACE MOTION
 DR0093
 DR0093  HISTORY     - Date     Condition        Report By
 DR0093  HISTORY     - 1957     MONUMENTED       CGS
 DR0093  HISTORY     - 1982     GOOD             NGS
 DR0093
 DR0093                          STATION DESCRIPTION
 DR0093
 DR0093'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 DR0093'6.2 MI SE FROM ROSWELL.
 DR0093'ABOUT 6.2 MILES SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 DR0093'RAILWAY FROM THE STATION AT ROSWELL, 41 FEET SOUTHWEST OF MILEPOST
 DR0093'114, 49 1/2 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 33 FEET SOUTH OF THE
 DR0093'SOUTHWEST CORNER OF A HANDCAR SETOFF, 20 FEET SOUTH OF A TELEPHONE
 DR0093'POLE, 3 FEET NORTHEAST OF A FENCE, 2 FEET SOUTHEAST OF A WHITE WOODEN
 DR0093'WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACK, AND IN THE
 DR0093'TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 DR0093
 DR0093                          STATION RECOVERY (1982)
 DR0093
 DR0093'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 DR0093'RECOVERED IN GOOD CONDITION.  THE 1957 DESCRIPTION IS ADEQUATE EXCEPT
 DR0093'DELETE WOODEN WITNESS POST.
 DR0093'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0007 ***********************************************************************
 CW0007  DESIGNATION -  D 255
 CW0007  PID         -  CW0007
 CW0007  STATE/COUNTY-  NM/EDDY
 CW0007  USGS QUAD   -  ESPUELA (1975)
 CW0007
 CW0007                         *CURRENT SURVEY CONTROL
 CW0007  ___________________________________________________________________
 CW0007* NAD 83(1986)-  32 56 31.     (N)    104 23 03.     (W)     SCALED    
 CW0007* NAVD 88     -      1019.078  (meters)    3343.43   (feet)  ADJUSTED  
 CW0007  ___________________________________________________________________
 CW0007  GEOID HEIGHT-         -23.11  (meters)                     GEOID03
 CW0007  DYNAMIC HT  -        1017.677 (meters)    3338.83  (feet)  COMP
 CW0007  MODELED GRAV-     979,228.6   (mgal)                       NAVD 88
 CW0007
 CW0007  VERT ORDER  -  FIRST     CLASS II
 CW0007
 CW0007.The horizontal coordinates were scaled from a topographic map and have
 CW0007.an estimated accuracy of +/- 6 seconds.
 CW0007
 CW0007.The orthometric height was determined by differential leveling
 CW0007.and adjusted by the National Geodetic Survey in June 1991..
 CW0007
 CW0007.The geoid height was determined by GEOID03.
 CW0007
 CW0007.The dynamic height is computed by dividing the NAVD 88
 CW0007.geopotential number by the normal gravity value computed on the
 CW0007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0007.degrees latitude (g = 980.6199 gals.).
 CW0007
 CW0007.The modeled gravity was interpolated from observed gravity values.
 CW0007
 CW0007;                    North         East    Units  Estimated Accuracy
 CW0007;SPC NM E     -   215,320.      160,250.      MT  (+/- 180 meters Scaled)
 CW0007
 CW0007                          SUPERSEDED SURVEY CONTROL
 CW0007
 CW0007.No superseded survey control is available for this station.
 CW0007
 CW0007_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES575450(NAD 83)
 CW0007_MARKER: DB = BENCH MARK DISK
 CW0007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CW0007_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CW0007_STAMPING: D 255 1957
 CW0007_MARK LOGO: CGS   
 CW0007_PROJECTION: PROJECTING 5 CENTIMETERS
 CW0007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CW0007+STABILITY: SURFACE MOTION
 CW0007
 CW0007  HISTORY     - Date     Condition        Report By
 CW0007  HISTORY     - 1957     MONUMENTED       CGS
 CW0007  HISTORY     - 1982     GOOD             NGS
 CW0007
 CW0007                          STATION DESCRIPTION
 CW0007
 CW0007'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 CW0007'3.9 MI S FROM LAKE ARTHUR.
 CW0007'ABOUT 3.9 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 CW0007'FROM THE STATION AT LAKE ARTHUR, 77 FEET SOUTHWEST OF MILEPOST 143, 55
 CW0007'1/2 FEET WEST OF THE WEST RAIL, 82 FEET EAST OF THE CENTER LINE OF U.
 CW0007'S. HIGHWAY 285, 7 FEET EAST OF A TELEPHONE POLE, 3 FEET BELOW THE
 CW0007'LEVEL OF THE TRACK, 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, AND
 CW0007'IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 CW0007
 CW0007                          STATION RECOVERY (1982)
 CW0007
 CW0007'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CW0007'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  11.1 KM (6.9
 CW0007'MI) NORTHERLY ALONG THE SANTA FE RAILROAD FROM THE RAILROAD STATION IN
 CW0007'ARTESIA, 0.6 KM (0.35 MI) NORTH OF HIGHWAY MILEPOST 4, 25.0 METERS
 CW0007'(82.0 FT) EAST OF THE CENTERLINE OF STATE HIGHWAY 2, 23.5 METERS (77.1
 CW0007'FT) SOUTHWEST OF MILEPOST 143, 16.9 METERS (55.4 FT) WEST OF THE NEAR
 CW0007'RAIL AND 2.1 METERS (6.9 FT) EAST OF A UTILITY POLE.
 CW0007'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 CW0007'THE MARK IS 0.9 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0073 ***********************************************************************
 CW0073  DESIGNATION -  D 256
 CW0073  PID         -  CW0073
 CW0073  STATE/COUNTY-  NM/EDDY
 CW0073  USGS QUAD   -  LAKE MC MILLAN SOUTH (1955)
 CW0073
 CW0073                         *CURRENT SURVEY CONTROL
 CW0073  ___________________________________________________________________
 CW0073* NAD 83(1986)-  32 33 06.     (N)    104 18 09.     (W)     SCALED    
 CW0073* NAVD 88     -       978.260  (meters)    3209.51   (feet)  POSTED    
 CW0073  ___________________________________________________________________
 CW0073  GEOID HEIGHT-         -23.73  (meters)                     GEOID03
 CW0073  DYNAMIC HT  -         976.880 (meters)    3204.98  (feet)  COMP
 CW0073  MODELED GRAV-     979,198.8   (mgal)                       NAVD 88
 CW0073
 CW0073  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 CW0073
 CW0073.The horizontal coordinates were scaled from a topographic map and have
 CW0073.an estimated accuracy of +/- 6 seconds.
 CW0073
 CW0073.The orthometric height was determined by differential leveling
 CW0073.and adjusted by the National Geodetic Survey in 1992..
 CW0073.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 CW0073.rate of 0.0 thru 1.0 mm/km.
 CW0073
 CW0073.The geoid height was determined by GEOID03.
 CW0073
 CW0073.The dynamic height is computed by dividing the NAVD 88
 CW0073.geopotential number by the normal gravity value computed on the
 CW0073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0073.degrees latitude (g = 980.6199 gals.).
 CW0073
 CW0073.The modeled gravity was interpolated from observed gravity values.
 CW0073
 CW0073;                    North         East    Units  Estimated Accuracy
 CW0073;SPC NM E     -   172,040.      167,900.      MT  (+/- 180 meters Scaled)
 CW0073
 CW0073                          SUPERSEDED SURVEY CONTROL
 CW0073
 CW0073  NGVD 29 (??/??/92)  977.789  (m)         3207.96   (f) ADJ UNCH    1 2
 CW0073
 CW0073.Superseded values are not recommended for survey control.
 CW0073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0073.See file dsdata.txt to determine how the superseded data were derived.
 CW0073
 CW0073_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES654018(NAD 83)
 CW0073_MARKER: DB = BENCH MARK DISK
 CW0073_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CW0073_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CW0073_STAMPING: D 256 1957
 CW0073_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CW0073+STABILITY: SURFACE MOTION
 CW0073
 CW0073  HISTORY     - Date     Condition        Report By
 CW0073  HISTORY     - 1957     MONUMENTED       CGS
 CW0073
 CW0073                          STATION DESCRIPTION
 CW0073
 CW0073'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 CW0073'11.0 MI NW FROM CARLSBAD.
 CW0073'ABOUT 11.0 MILES NORTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 CW0073'RAILWAY FROM THE STATION AT CARLSBAD, 138 FEET SOUTH-SOUTHEAST OF
 CW0073'MILEPOST 172, 99 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 46 FEET
 CW0073'SOUTH-SOUTHEAST OF A TELEPHONE POLE, 2 FEET SOUTHWEST OF A FENCE, 2
 CW0073'FEET NORTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT 6 FEET BELOW THE
 CW0073'LEVEL OF THE TRACK, AND IN THE TOP OF A CONCRETE POST PROJECTING 6
 CW0073'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0125 ***********************************************************************
 CW0125  DESIGNATION -  D 257
 CW0125  PID         -  CW0125
 CW0125  STATE/COUNTY-  NM/EDDY
 CW0125  USGS QUAD   -  CARLSBAD EAST (1985)
 CW0125
 CW0125                         *CURRENT SURVEY CONTROL
 CW0125  ___________________________________________________________________
 CW0125* NAD 83(1986)-  32 29 17.     (N)    104 13 58.     (W)     SCALED    
 CW0125* NAVD 88     -       972.433  (meters)    3190.39   (feet)  POSTED    
 CW0125  ___________________________________________________________________
 CW0125  GEOID HEIGHT-         -24.02  (meters)                     GEOID03
 CW0125  DYNAMIC HT  -         971.060 (meters)    3185.89  (feet)  COMP
 CW0125  MODELED GRAV-     979,190.3   (mgal)                       NAVD 88
 CW0125
 CW0125  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 CW0125
 CW0125.The horizontal coordinates were scaled from a topographic map and have
 CW0125.an estimated accuracy of +/- 6 seconds.
 CW0125
 CW0125.The orthometric height was determined by differential leveling
 CW0125.and adjusted by the National Geodetic Survey in 1992..
 CW0125.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 CW0125.rate of 1.1 thru 2.0 mm/km.
 CW0125
 CW0125.The geoid height was determined by GEOID03.
 CW0125
 CW0125.The dynamic height is computed by dividing the NAVD 88
 CW0125.geopotential number by the normal gravity value computed on the
 CW0125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0125.degrees latitude (g = 980.6199 gals.).
 CW0125
 CW0125.The modeled gravity was interpolated from observed gravity values.
 CW0125
 CW0125;                    North         East    Units  Estimated Accuracy
 CW0125;SPC NM E     -   164,990.      174,450.      MT  (+/- 180 meters Scaled)
 CW0125
 CW0125                          SUPERSEDED SURVEY CONTROL
 CW0125
 CW0125  NGVD 29 (??/??/92)  971.957  (m)         3188.83   (f) ADJ UNCH    1 1
 CW0125
 CW0125.Superseded values are not recommended for survey control.
 CW0125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0125.See file dsdata.txt to determine how the superseded data were derived.
 CW0125
 CW0125_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SER720947(NAD 83)
 CW0125_MARKER: DB = BENCH MARK DISK
 CW0125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CW0125_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CW0125_STAMPING: D 257 1957
 CW0125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CW0125+STABILITY: SURFACE MOTION
 CW0125
 CW0125  HISTORY     - Date     Condition        Report By
 CW0125  HISTORY     - 1957     MONUMENTED       CGS
 CW0125  HISTORY     - 1977     GOOD             NGS
 CW0125
 CW0125                          STATION DESCRIPTION
 CW0125
 CW0125'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 CW0125'4.9 MI N FROM CARLSBAD.
 CW0125'ABOUT 4.9 MILES NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 CW0125'FROM THE STATION AT CARLSBAD, 4 POLES SOUTH OF MILEPOST 178, 103 FEET
 CW0125'EAST OF THE EAST RAIL, 131 FEET NORTHEAST OF THE CENTER OF A ROAD
 CW0125'CROSSING, 80 FEET NORTH OF THE CENTER LINE OF A ROAD, 4 FEET EAST OF A
 CW0125'TELEPHONE POLE, 4 1/2 FEET EAST OF A WHITE WOODEN WITNESS POST, ABOUT
 CW0125'2 FEET BELOW THE LEVEL OF THE TRACK, AND IN THE TOP OF A CONCRETE POST
 CW0125'PROJECTING 4 INCHES.
 CW0125
 CW0125                          STATION RECOVERY (1977)
 CW0125
 CW0125'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CW0125'4.9 MILES NORTH ALONG THE ATCHESON, TOPEKA AND SANTA FE RAILWAY
 CW0125'FROM THE STATION, 4 TELEPHONE POLES SOUTH OF MILEPOST 178, 105 FT.
 CW0125'SOUTHEAST OF THE SOUTHEAST CORNER OF A SEMAPHORE, 103.2 FT. EAST OF
 CW0125'THE EAST RAIL, 10 FT. WEST OF THE CENTER LINE OF A BLADED DIRT ROAD,
 CW0125'74 FT. NORTH OF THE JUNCTION OF A TRACK ROAD LEADING EAST TO A GAS
 CW0125'WELL, 4 FT. EAST OF TELEPHONE POLE NUMBER 17100-80, 56 FT. EAST OF A
 CW0125'FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0185 ***********************************************************************
 CW0185  DESIGNATION -  D 258
 CW0185  PID         -  CW0185
 CW0185  STATE/COUNTY-  NM/EDDY
 CW0185  USGS QUAD   -  RED BLUFF (1985)
 CW0185
 CW0185                         *CURRENT SURVEY CONTROL
 CW0185  ___________________________________________________________________
 CW0185* NAD 83(1986)-  32 04 13.     (N)    104 01 53.     (W)     SCALED    
 CW0185* NAVD 88     -       876.731  (meters)    2876.41   (feet)  ADJUSTED  
 CW0185  ___________________________________________________________________
 CW0185  GEOID HEIGHT-         -25.52  (meters)                     GEOID03
 CW0185  DYNAMIC HT  -         875.447 (meters)    2872.20  (feet)  COMP
 CW0185  MODELED GRAV-     979,146.8   (mgal)                       NAVD 88
 CW0185
 CW0185  VERT ORDER  -  FIRST     CLASS II
 CW0185
 CW0185.The horizontal coordinates were scaled from a topographic map and have
 CW0185.an estimated accuracy of +/- 6 seconds.
 CW0185
 CW0185.The orthometric height was determined by differential leveling
 CW0185.and adjusted by the National Geodetic Survey in June 1991..
 CW0185
 CW0185.The geoid height was determined by GEOID03.
 CW0185
 CW0185.The dynamic height is computed by dividing the NAVD 88
 CW0185.geopotential number by the normal gravity value computed on the
 CW0185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0185.degrees latitude (g = 980.6199 gals.).
 CW0185
 CW0185.The modeled gravity was interpolated from observed gravity values.
 CW0185
 CW0185;                    North         East    Units  Estimated Accuracy
 CW0185;SPC NM E     -   118,700.      193,510.      MT  (+/- 180 meters Scaled)
 CW0185
 CW0185                          SUPERSEDED SURVEY CONTROL
 CW0185
 CW0185  NGVD 29 (??/??/92)  876.257  (m)         2874.85   (f) ADJ UNCH    1 2
 CW0185
 CW0185.Superseded values are not recommended for survey control.
 CW0185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0185.See file dsdata.txt to determine how the superseded data were derived.
 CW0185
 CW0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SER914486(NAD 83)
 CW0185_MARKER: DB = BENCH MARK DISK
 CW0185_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CW0185_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CW0185_STAMPING: D 258 1957
 CW0185_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CW0185+STABILITY: SURFACE MOTION
 CW0185
 CW0185  HISTORY     - Date     Condition        Report By
 CW0185  HISTORY     - 1957     MONUMENTED       CGS
 CW0185  HISTORY     - 1978     GOOD             USGS
 CW0185
 CW0185                          STATION DESCRIPTION
 CW0185
 CW0185'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 CW0185'11.45 MI S FROM MALAGA.
 CW0185'ABOUT 11.45 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE
 CW0185'RAILWAY FROM THE STATION AT MALAGA, 118 FEET NORTHEAST OF AND ACROSS
 CW0185'THE TRACK FROM THE 5TH POLE SOUTHEAST OF MILEPOST 211, 61 FEET
 CW0185'NORTHEAST OF THE NORTHEAST RAIL, 46 FEET SOUTHWEST OF THE CENTER LINE
 CW0185'OF A ROAD, 2 FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT 3
 CW0185'FEET BELOW THE LEVEL OF THE TRACK, AND IN THE TOP OF A CONCRETE POST
 CW0185'PROJECTING 7 INCHES.
 CW0185
 CW0185                          STATION RECOVERY (1978)
 CW0185
 CW0185'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 CW0185'THE RAIL ROAD HAS BEEN REBUILT AND MOVED. THE MARK IS NOW 0.2 MILE
 CW0185'SOUTH OF MILE POST 211, 89 FEET NORTH OF A SMALL BRIDGE OVER A DRAIN,
 CW0185'54 FEET WEST OF THE CENTERLINE OF A TRACK ROAD, 53 FEET EAST OF THE
 CW0185'EAST RAIL, AND ABOUT 7 FEET LOWER THAN THE RAIL ROAD BED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0149 ***********************************************************************
 CW0149  DESIGNATION -  D 259
 CW0149  PID         -  CW0149
 CW0149  STATE/COUNTY-  NM/EDDY
 CW0149  USGS QUAD   -  OTIS (1985)
 CW0149
 CW0149                         *CURRENT SURVEY CONTROL
 CW0149  ___________________________________________________________________
 CW0149* NAD 83(1986)-  32 21 08.     (N)    104 10 10.     (W)     SCALED    
 CW0149* NAVD 88     -       945.256  (meters)    3101.23   (feet)  POSTED    
 CW0149  ___________________________________________________________________
 CW0149  GEOID HEIGHT-         -24.58  (meters)                     GEOID03
 CW0149  DYNAMIC HT  -         943.900 (meters)    3096.78  (feet)  COMP
 CW0149  MODELED GRAV-     979,172.7   (mgal)                       NAVD 88
 CW0149
 CW0149  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 CW0149
 CW0149.The horizontal coordinates were scaled from a topographic map and have
 CW0149.an estimated accuracy of +/- 6 seconds.
 CW0149
 CW0149.The orthometric height was determined by differential leveling
 CW0149.and adjusted by the National Geodetic Survey in 1992..
 CW0149.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 CW0149.rate of 4.1 thru 8.0 mm/km.
 CW0149
 CW0149.The geoid height was determined by GEOID03.
 CW0149
 CW0149.The dynamic height is computed by dividing the NAVD 88
 CW0149.geopotential number by the normal gravity value computed on the
 CW0149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0149.degrees latitude (g = 980.6199 gals.).
 CW0149
 CW0149.The modeled gravity was interpolated from observed gravity values.
 CW0149
 CW0149;                    North         East    Units  Estimated Accuracy
 CW0149;SPC NM E     -   149,930.      180,430.      MT  (+/- 180 meters Scaled)
 CW0149
 CW0149                          SUPERSEDED SURVEY CONTROL
 CW0149
 CW0149  NGVD 29 (??/??/92)  944.766  (m)         3099.62   (f) ADJ UNCH    1 2
 CW0149
 CW0149.Superseded values are not recommended for survey control.
 CW0149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0149.See file dsdata.txt to determine how the superseded data were derived.
 CW0149
 CW0149_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SER781797(NAD 83)
 CW0149_MARKER: DB = BENCH MARK DISK
 CW0149_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CW0149_SP_SET: FOUNDATION
 CW0149_STAMPING: D 259 1957
 CW0149_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CW0149
 CW0149  HISTORY     - Date     Condition        Report By
 CW0149  HISTORY     - 1957     MONUMENTED       CGS
 CW0149  HISTORY     - 1977     MARK NOT FOUND   USGS
 CW0149  HISTORY     - 1981     MARK NOT FOUND   NGS
 CW0149
 CW0149                          STATION DESCRIPTION
 CW0149
 CW0149'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 CW0149'5.9 MI SE FROM CARLSBAD.
 CW0149'ABOUT 5.9 MILES SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 CW0149'RAILWAY FROM THE STATION AT CARLSBAD, ABOUT 6.4 MILES NORTHWEST OF THE
 CW0149'STATION AT LOVING, 87 FEET SOUTHEAST OF THE 3RD POLE NORTHWEST OF
 CW0149'MILEPOST 189, IN THE TOP OF THE CONCRETE FOUNDATION OF AN ABANDONED
 CW0149'WATER TANK, 59 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 44 FEET NORTHEAST
 CW0149'OF THE CENTER LINE OF U. S. HIGHWAY 285, 2 FEET NORTHWEST OF A WHITE
 CW0149'WOODEN WITNESS POST, AND ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK.
 CW0149
 CW0149                          STATION RECOVERY (1977)
 CW0149
 CW0149'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CW0149'MARK NOT FOUND.
 CW0149
 CW0149                          STATION RECOVERY (1981)
 CW0149
 CW0149'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CW0149'NOTE=THE OLD WATER TANK FOUNDATION IS NO LONGER AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0643 ***********************************************************************
 DR0643  DESIGNATION -  D 26
 DR0643  PID         -  DR0643
 DR0643  STATE/COUNTY-  NM/OTERO
 DR0643  USGS QUAD   -  RUIDOSO (1982)
 DR0643
 DR0643                         *CURRENT SURVEY CONTROL
 DR0643  ___________________________________________________________________
 DR0643* NAD 83(1986)-  33 17 53.     (N)    105 39 29.     (W)     SCALED    
 DR0643* NAVD 88     -      2067.554  (meters)    6783.30   (feet)  ADJUSTED  
 DR0643  ___________________________________________________________________
 DR0643  GEOID HEIGHT-         -19.63  (meters)                     GEOID03
 DR0643  DYNAMIC HT  -        2064.355 (meters)    6772.80  (feet)  COMP
 DR0643  MODELED GRAV-     979,014.8   (mgal)                       NAVD 88
 DR0643
 DR0643  VERT ORDER  -  FIRST     CLASS II
 DR0643
 DR0643.The horizontal coordinates were scaled from a topographic map and have
 DR0643.an estimated accuracy of +/- 6 seconds.
 DR0643
 DR0643.The orthometric height was determined by differential leveling
 DR0643.and adjusted by the National Geodetic Survey in June 1991..
 DR0643
 DR0643.The geoid height was determined by GEOID03.
 DR0643
 DR0643.The dynamic height is computed by dividing the NAVD 88
 DR0643.geopotential number by the normal gravity value computed on the
 DR0643.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0643.degrees latitude (g = 980.6199 gals.).
 DR0643
 DR0643.The modeled gravity was interpolated from observed gravity values.
 DR0643
 DR0643;                    North         East    Units  Estimated Accuracy
 DR0643;SPC NM C     -   254,960.      555,130.      MT  (+/- 180 meters Scaled)
 DR0643
 DR0643                          SUPERSEDED SURVEY CONTROL
 DR0643
 DR0643  NGVD 29 (??/??/92) 2066.771  (m)         6780.73   (f) ADJ UNCH    1 2
 DR0643
 DR0643.Superseded values are not recommended for survey control.
 DR0643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0643.See file dsdata.txt to determine how the superseded data were derived.
 DR0643
 DR0643_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDS387845(NAD 83)
 DR0643_MARKER: DB = BENCH MARK DISK
 DR0643_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DR0643_SP_SET: ABUTMENT
 DR0643_STAMPING: 6780.731 D 26 1933
 DR0643_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR0643
 DR0643  HISTORY     - Date     Condition        Report By
 DR0643  HISTORY     - 1933     MONUMENTED       CGS
 DR0643  HISTORY     - 1934     GOOD             NGS
 DR0643  HISTORY     - 1963     MARK NOT FOUND   USGS
 DR0643
 DR0643                          STATION DESCRIPTION
 DR0643
 DR0643'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DR0643'13.9 MI NE FROM MESCALERO.
 DR0643'13.9 MILES NORTHEAST ALONG U.S. HIGHWAY 70 FROM MESCALERO, OTERO
 DR0643'COUNTY, 0.8 MILE SOUTHWEST OF THE LINCOLN-OTERO COUNTY LINE, AT A
 DR0643'20-FOOT BRIDGE WITH WOODEN HANDRAILS, AND IN THE TOP OF THE EAST END
 DR0643'OF THE NORTH CONCRETE ABUTMENT.  A STANDARD DISK, STAMPED 6780.731 D
 DR0643'26 1933.
 DR0643
 DR0643                          STATION RECOVERY (1963)
 DR0643
 DR0643'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 DR0643'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0604 ***********************************************************************
 DS0604  DESIGNATION -  D 260
 DS0604  PID         -  DS0604
 DS0604  STATE/COUNTY-  NM/SOCORRO
 DS0604  USGS QUAD   -  SAN MARCIAL (1982)
 DS0604
 DS0604                         *CURRENT SURVEY CONTROL
 DS0604  ___________________________________________________________________
 DS0604* NAD 83(1986)-  33 38 29.     (N)    106 58 50.     (W)     SCALED    
 DS0604* NAVD 88     -      1377.876  (meters)    4520.58   (feet)  ADJUSTED  
 DS0604  ___________________________________________________________________
 DS0604  GEOID HEIGHT-         -22.77  (meters)                     GEOID03
 DS0604  DYNAMIC HT  -        1375.909 (meters)    4514.13  (feet)  COMP
 DS0604  MODELED GRAV-     979,161.2   (mgal)                       NAVD 88
 DS0604
 DS0604  VERT ORDER  -  FIRST     CLASS II
 DS0604
 DS0604.The horizontal coordinates were scaled from a topographic map and have
 DS0604.an estimated accuracy of +/- 6 seconds.
 DS0604
 DS0604.The orthometric height was determined by differential leveling
 DS0604.and adjusted by the National Geodetic Survey in June 1991..
 DS0604
 DS0604.The geoid height was determined by GEOID03.
 DS0604
 DS0604.The dynamic height is computed by dividing the NAVD 88
 DS0604.geopotential number by the normal gravity value computed on the
 DS0604.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0604.degrees latitude (g = 980.6199 gals.).
 DS0604
 DS0604.The modeled gravity was interpolated from observed gravity values.
 DS0604
 DS0604;                    North         East    Units  Estimated Accuracy
 DS0604;SPC NM C     -   293,120.      432,230.      MT  (+/- 180 meters Scaled)
 DS0604
 DS0604                          SUPERSEDED SURVEY CONTROL
 DS0604
 DS0604  NGVD 29 (??/??/92) 1377.203  (m)         4518.37   (f) ADJ UNCH    1 2
 DS0604
 DS0604.Superseded values are not recommended for survey control.
 DS0604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0604.See file dsdata.txt to determine how the superseded data were derived.
 DS0604
 DS0604_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT163241(NAD 83)
 DS0604_MARKER: DB = BENCH MARK DISK
 DS0604_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0604_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0604_STAMPING: D 260 1952
 DS0604_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0604+STABILITY: SURFACE MOTION
 DS0604
 DS0604  HISTORY     - Date     Condition        Report By
 DS0604  HISTORY     - 1952     MONUMENTED       CGS
 DS0604
 DS0604                          STATION DESCRIPTION
 DS0604
 DS0604'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DS0604'21.0 MI S FROM SAN ANTONIO.
 DS0604'21.0 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD FROM
 DS0604'THE STATION AT SAN ANTONIO, 15 1/2 POLES NORTH OF MILEPOST 1010, 10
 DS0604'RAILS SOUTH OF THE ABANDONED FORT CRAIG CROSSING, 48 FEET NORTHEAST OF
 DS0604'THE NORTHEAST RAIL, 48 FEET SOUTHWEST OF THE CENTER LINE OF A SANDY
 DS0604'TRACK ROAD, 3 FEET SOUTHEAST OF A WITNESS POST, SET IN THE TOP OF A
 DS0604'CONCRETE POST WHICH PROJECTS 1.0 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0611 ***********************************************************************
 DS0611  DESIGNATION -  D 261
 DS0611  PID         -  DS0611
 DS0611  STATE/COUNTY-  NM/SOCORRO
 DS0611  USGS QUAD   -  POPE (1981)
 DS0611
 DS0611                         *CURRENT SURVEY CONTROL
 DS0611  ___________________________________________________________________
 DS0611* NAD 83(1986)-  33 32 15.     (N)    106 59 07.     (W)     SCALED    
 DS0611* NAVD 88     -      1432.444  (meters)    4699.61   (feet)  ADJUSTED  
 DS0611  ___________________________________________________________________
 DS0611  GEOID HEIGHT-         -22.81  (meters)                     GEOID03
 DS0611  DYNAMIC HT  -        1430.396 (meters)    4692.89  (feet)  COMP
 DS0611  MODELED GRAV-     979,156.9   (mgal)                       NAVD 88
 DS0611
 DS0611  VERT ORDER  -  FIRST     CLASS II
 DS0611
 DS0611.The horizontal coordinates were scaled from a topographic map and have
 DS0611.an estimated accuracy of +/- 6 seconds.
 DS0611
 DS0611.The orthometric height was determined by differential leveling
 DS0611.and adjusted by the National Geodetic Survey in June 1991..
 DS0611
 DS0611.The geoid height was determined by GEOID03.
 DS0611
 DS0611.The dynamic height is computed by dividing the NAVD 88
 DS0611.geopotential number by the normal gravity value computed on the
 DS0611.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0611.degrees latitude (g = 980.6199 gals.).
 DS0611
 DS0611.The modeled gravity was interpolated from observed gravity values.
 DS0611
 DS0611;                    North         East    Units  Estimated Accuracy
 DS0611;SPC NM C     -   281,600.      431,710.      MT  (+/- 180 meters Scaled)
 DS0611
 DS0611                          SUPERSEDED SURVEY CONTROL
 DS0611
 DS0611  NGVD 29 (??/??/92) 1431.781  (m)         4697.43   (f) ADJ UNCH    1 2
 DS0611
 DS0611.Superseded values are not recommended for survey control.
 DS0611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0611.See file dsdata.txt to determine how the superseded data were derived.
 DS0611
 DS0611_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT156126(NAD 83)
 DS0611_MARKER: DB = BENCH MARK DISK
 DS0611_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0611_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0611_STAMPING: D 261 1952
 DS0611_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0611+STABILITY: SURFACE MOTION
 DS0611
 DS0611  HISTORY     - Date     Condition        Report By
 DS0611  HISTORY     - 1952     MONUMENTED       CGS
 DS0611
 DS0611                          STATION DESCRIPTION
 DS0611
 DS0611'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DS0611'26.2 MI N FROM ENGLE.
 DS0611'26.2 MILES NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD FROM
 DS0611'THE STATION AT ENGLE, 20 FEET NORTHWEST OF MILEPOST 1017, AT THE SOUTH
 DS0611'END OF A LONG FILL, AT THE NORTH END OF A CUT, 49 FEET WEST OF THE
 DS0611'WEST RAIL, 90 FEET EAST OF THE CENTER LINE OF A TRACK ROAD, 1.5 FEET
 DS0611'WEST OF A FENCE, 3 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A
 DS0611'CONCRETE POST WHICH PROJECTS 0.9 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0834 ***********************************************************************
 CX0834  DESIGNATION -  D 262
 CX0834  PID         -  CX0834
 CX0834  STATE/COUNTY-  NM/DONA ANA
 CX0834  USGS QUAD   -  RINCON (1978)
 CX0834
 CX0834                         *CURRENT SURVEY CONTROL
 CX0834  ___________________________________________________________________
 CX0834* NAD 83(1986)-  32 44 34.     (N)    107 01 58.     (W)     SCALED    
 CX0834* NAVD 88     -      1324.608  (meters)    4345.82   (feet)  ADJUSTED  
 CX0834  ___________________________________________________________________
 CX0834  GEOID HEIGHT-         -23.67  (meters)                     GEOID03
 CX0834  DYNAMIC HT  -        1322.641 (meters)    4339.36  (feet)  COMP
 CX0834  MODELED GRAV-     979,107.4   (mgal)                       NAVD 88
 CX0834
 CX0834  VERT ORDER  -  FIRST     CLASS II
 CX0834
 CX0834.The horizontal coordinates were scaled from a topographic map and have
 CX0834.an estimated accuracy of +/- 6 seconds.
 CX0834
 CX0834.The orthometric height was determined by differential leveling
 CX0834.and adjusted by the National Geodetic Survey in June 1991..
 CX0834
 CX0834.The geoid height was determined by GEOID03.
 CX0834
 CX0834.The dynamic height is computed by dividing the NAVD 88
 CX0834.geopotential number by the normal gravity value computed on the
 CX0834.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0834.degrees latitude (g = 980.6199 gals.).
 CX0834
 CX0834.The modeled gravity was interpolated from observed gravity values.
 CX0834
 CX0834;                    North         East    Units  Estimated Accuracy
 CX0834;SPC NM C     -   193,500.      426,640.      MT  (+/- 180 meters Scaled)
 CX0834
 CX0834                          SUPERSEDED SURVEY CONTROL
 CX0834
 CX0834  NGVD 29 (??/??/92) 1323.998  (m)         4343.82   (f) ADJ UNCH    1 2
 CX0834
 CX0834.Superseded values are not recommended for survey control.
 CX0834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0834.See file dsdata.txt to determine how the superseded data were derived.
 CX0834
 CX0834_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS095246(NAD 83)
 CX0834_MARKER: DB = BENCH MARK DISK
 CX0834_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX0834_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CX0834_STAMPING: D 262 1952
 CX0834_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX0834+STABILITY: SURFACE MOTION
 CX0834
 CX0834  HISTORY     - Date     Condition        Report By
 CX0834  HISTORY     - 1952     MONUMENTED       CGS
 CX0834
 CX0834                          STATION DESCRIPTION
 CX0834
 CX0834'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CX0834'5.55 MI N FROM RINCON.
 CX0834'5.55 MILES NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 CX0834'FROM THE STATION AT RINCON, 1 3/4 POLES NORTH OF MILEPOST 1074, 168
 CX0834'FEET WEST OF THE WEST SIDE OF A YELLOW TWO STORY HOUSE, 245 FEET WEST
 CX0834'OF THE WEST RAIL OF THE MAIN TRACK, 45 FEET WEST OF THE WEST EDGE OF
 CX0834'A LARGE DRY WASH, 3 FEET EAST OF A WITNESS POST, SET IN THE TOP OF
 CX0834'A CONCRETE POST WHICH PROJECTS 0.9 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0880 ***********************************************************************
 CX0880  DESIGNATION -  D 263
 CX0880  PID         -  CX0880
 CX0880  STATE/COUNTY-  NM/LUNA
 CX0880  USGS QUAD   -  NUTT (1989)
 CX0880
 CX0880                         *CURRENT SURVEY CONTROL
 CX0880  ___________________________________________________________________
 CX0880* NAD 83(1986)-  32 34 44.     (N)    107 23 14.     (W)     SCALED    
 CX0880* NAVD 88     -      1386.299  (meters)    4548.22   (feet)  ADJUSTED  
 CX0880  ___________________________________________________________________
 CX0880  GEOID HEIGHT-         -23.79  (meters)                     GEOID03
 CX0880  DYNAMIC HT  -        1384.238 (meters)    4541.45  (feet)  COMP
 CX0880  MODELED GRAV-     979,103.2   (mgal)                       NAVD 88
 CX0880
 CX0880  VERT ORDER  -  FIRST     CLASS II
 CX0880
 CX0880.The horizontal coordinates were scaled from a topographic map and have
 CX0880.an estimated accuracy of +/- 6 seconds.
 CX0880
 CX0880.The orthometric height was determined by differential leveling
 CX0880.and adjusted by the National Geodetic Survey in June 1991..
 CX0880
 CX0880.The geoid height was determined by GEOID03.
 CX0880
 CX0880.The dynamic height is computed by dividing the NAVD 88
 CX0880.geopotential number by the normal gravity value computed on the
 CX0880.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0880.degrees latitude (g = 980.6199 gals.).
 CX0880
 CX0880.The modeled gravity was interpolated from observed gravity values.
 CX0880
 CX0880;                    North         East    Units  Estimated Accuracy
 CX0880;SPC NM W     -   175,150.      871,880.      MT  (+/- 180 meters Scaled)
 CX0880
 CX0880                          SUPERSEDED SURVEY CONTROL
 CX0880
 CX0880  NGVD 29 (??/??/92) 1385.622  (m)         4545.99   (f) ADJ UNCH    1 2
 CX0880
 CX0880.Superseded values are not recommended for survey control.
 CX0880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0880.See file dsdata.txt to determine how the superseded data were derived.
 CX0880
 CX0880_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBS759071(NAD 83)
 CX0880_MARKER: DB = BENCH MARK DISK
 CX0880_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX0880_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CX0880_STAMPING: D 263 1952
 CX0880_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX0880+STABILITY: SURFACE MOTION
 CX0880
 CX0880  HISTORY     - Date     Condition        Report By
 CX0880  HISTORY     - 1952     MONUMENTED       CGS
 CX0880  HISTORY     - 1980     GOOD             NGS
 CX0880
 CX0880                          STATION DESCRIPTION
 CX0880
 CX0880'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CX0880'4.1 MI NE FROM NUTT.
 CX0880'0.15 MILE WEST ALONG A SIDE TRACK FROM THE ATCHISON, TOPEKA AND SANTA
 CX0880'FE RAILROAD STATION AT NUTT, THENCE 3.95 MILES NORTHEAST ALONG STATE
 CX0880'HIGHWAY 26, 98 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 105
 CX0880'FEET SOUTHWEST OF A SMALL DIKE, 130 FEET WEST OF THE CENTER OF THE
 CX0880'NORTHWEST END OF A 24 INCH PIPE CULVERT, 1.8 FEET SOUTHEAST OF A
 CX0880'FENCE, 3.3 FEET NORTHEAST OF A WITNESS POST, SET IN THE TOP OF A
 CX0880'CONCRETE POST WHICH PROJECTS 0.9 FOOT ABOVE THE GROUND.
 CX0880
 CX0880                          STATION RECOVERY (1980)
 CX0880
 CX0880'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CX0880'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0175 ***********************************************************************
 CY0175  DESIGNATION -  D 264
 CY0175  PID         -  CY0175
 CY0175  STATE/COUNTY-  NM/HIDALGO
 CY0175  USGS QUAD   -  LORDSBURG (1980)
 CY0175
 CY0175                         *CURRENT SURVEY CONTROL
 CY0175  ___________________________________________________________________
 CY0175* NAD 83(1986)-  32 20 30.     (N)    108 40 29.     (W)     SCALED    
 CY0175* NAVD 88     -      1287.457  (meters)    4223.93   (feet)  ADJUSTED  
 CY0175  ___________________________________________________________________
 CY0175  GEOID HEIGHT-         -25.43  (meters)                     GEOID03
 CY0175  DYNAMIC HT  -        1285.536 (meters)    4217.63  (feet)  COMP
 CY0175  MODELED GRAV-     979,101.9   (mgal)                       NAVD 88
 CY0175
 CY0175  VERT ORDER  -  FIRST     CLASS II
 CY0175
 CY0175.The horizontal coordinates were scaled from a topographic map and have
 CY0175.an estimated accuracy of +/- 6 seconds.
 CY0175
 CY0175.The orthometric height was determined by differential leveling
 CY0175.and adjusted by the National Geodetic Survey in June 1991..
 CY0175
 CY0175.The geoid height was determined by GEOID03.
 CY0175
 CY0175.The dynamic height is computed by dividing the NAVD 88
 CY0175.geopotential number by the normal gravity value computed on the
 CY0175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0175.degrees latitude (g = 980.6199 gals.).
 CY0175
 CY0175.The modeled gravity was interpolated from observed gravity values.
 CY0175
 CY0175;                    North         East    Units  Estimated Accuracy
 CY0175;SPC NM W     -   149,060.      750,800.      MT  (+/- 180 meters Scaled)
 CY0175
 CY0175                          SUPERSEDED SURVEY CONTROL
 CY0175
 CY0175  NGVD 29 (??/??/92) 1286.717  (m)         4221.50   (f) ADJ UNCH    1 2
 CY0175
 CY0175.Superseded values are not recommended for survey control.
 CY0175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0175.See file dsdata.txt to determine how the superseded data were derived.
 CY0175
 CY0175_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYA188806(NAD 83)
 CY0175_MARKER: DB = BENCH MARK DISK
 CY0175_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CY0175_SP_SET: BRIDGE ABUTMENT
 CY0175_STAMPING: D 264 1953
 CY0175_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CY0175
 CY0175  HISTORY     - Date     Condition        Report By
 CY0175  HISTORY     - 1953     MONUMENTED       CGS
 CY0175  HISTORY     - 1979     GOOD             NGS
 CY0175
 CY0175                          STATION DESCRIPTION
 CY0175
 CY0175'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 CY0175'1.9 MI E FROM LORDSBURG.
 CY0175'1.9 MILES EAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATION AT
 CY0175'LORDSBURG, 9 1/2 POLES EAST OF MILEPOST 1150, 7 FEET SOUTH OF THE
 CY0175'SOUTH RAIL, 0.8 FOOT BELOW THE TOP OF THE RAILS, SET IN THE TOP OF THE
 CY0175'SOUTH END OF THE EAST CONCRETE HEADWALL OF BRIDGE 1150.28.
 CY0175
 CY0175                          STATION RECOVERY (1979)
 CY0175
 CY0175'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CY0175'3.2 KILOMETERS (2.0 MILES) EAST ALONG THE SOUTHERN PACIFIC RAILROAD
 CY0175'FROM THE STATION AT LORDSBURG, AT BRIDGE 1150.28, IN TOP OF THE EAST
 CY0175'ABUTMENT, 2.0 METERS (6.7 FEET) SOUTH OF THE SOUTH RAIL AND 0.4
 CY0175'METER (1.5 FEET) NORTH OF THE SOUTH END OF THE ABUTMENT.
 CY0175'THE MARK IS 0.3 M BELOW THE RAILS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0094 ***********************************************************************
 CY0094  DESIGNATION -  D 265
 CY0094  PID         -  CY0094
 CY0094  STATE/COUNTY-  NM/GRANT
 CY0094  USGS QUAD   -  SEPAR (1980)
 CY0094
 CY0094                         *CURRENT SURVEY CONTROL
 CY0094  ___________________________________________________________________
 CY0094* NAD 83(1986)-  32 12 58.     (N)    108 26 43.     (W)     SCALED    
 CY0094* NAVD 88     -      1367.414  (meters)    4486.26   (feet)  ADJUSTED  
 CY0094  ___________________________________________________________________
 CY0094  GEOID HEIGHT-         -25.12  (meters)                     GEOID03
 CY0094  DYNAMIC HT  -        1365.336 (meters)    4479.44  (feet)  COMP
 CY0094  MODELED GRAV-     979,071.3   (mgal)                       NAVD 88
 CY0094
 CY0094  VERT ORDER  -  FIRST     CLASS II
 CY0094
 CY0094.The horizontal coordinates were scaled from a topographic map and have
 CY0094.an estimated accuracy of +/- 6 seconds.
 CY0094
 CY0094.The orthometric height was determined by differential leveling
 CY0094.and adjusted by the National Geodetic Survey in June 1991..
 CY0094
 CY0094.The geoid height was determined by GEOID03.
 CY0094
 CY0094.The dynamic height is computed by dividing the NAVD 88
 CY0094.geopotential number by the normal gravity value computed on the
 CY0094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0094.degrees latitude (g = 980.6199 gals.).
 CY0094
 CY0094.The modeled gravity was interpolated from observed gravity values.
 CY0094
 CY0094;                    North         East    Units  Estimated Accuracy
 CY0094;SPC NM W     -   135,000.      772,320.      MT  (+/- 180 meters Scaled)
 CY0094
 CY0094                          SUPERSEDED SURVEY CONTROL
 CY0094
 CY0094  NGVD 29 (??/??/92) 1366.645  (m)         4483.73   (f) ADJ UNCH    1 2
 CY0094
 CY0094.Superseded values are not recommended for survey control.
 CY0094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0094.See file dsdata.txt to determine how the superseded data were derived.
 CY0094
 CY0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYA407672(NAD 83)
 CY0094_MARKER: DB = BENCH MARK DISK
 CY0094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0094_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0094_STAMPING: D 265 1953
 CY0094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0094+STABILITY: SURFACE MOTION
 CY0094
 CY0094  HISTORY     - Date     Condition        Report By
 CY0094  HISTORY     - 1953     MONUMENTED       CGS
 CY0094  HISTORY     - 1979     POOR             NGS
 CY0094
 CY0094                          STATION DESCRIPTION
 CY0094
 CY0094'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 CY0094'17.8 MI SE FROM LORDSBURG.
 CY0094'17.8 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 CY0094'STATION AT LORDSBURG, 11 1/2 POLES SOUTHEAST OF MILEPOST 1166, 50 FEET
 CY0094'SOUTHWEST OF THE SOUTHWEST RAIL, 55 FEET WEST OF A TELEPHONE POLE, 3
 CY0094'FEET NORTHWEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 CY0094'WHICH PROJECTS 0.9 FOOT ABOVE THE GROUND.
 CY0094
 CY0094                          STATION RECOVERY (1979)
 CY0094
 CY0094'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CY0094'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1130 ***********************************************************************
 GL1130  DESIGNATION -  D 266
 GL1130  PID         -  GL1130
 GL1130  STATE/COUNTY-  NM/UNION
 GL1130  USGS QUAD   -  DES MOINES (1972)
 GL1130
 GL1130                         *CURRENT SURVEY CONTROL
 GL1130  ___________________________________________________________________
 GL1130* NAD 83(1986)-  36 47 08.     (N)    103 47 29.     (W)     SCALED    
 GL1130* NAVD 88     -      1984.602  (meters)    6511.15   (feet)  ADJUSTED  
 GL1130  ___________________________________________________________________
 GL1130  GEOID HEIGHT-         -19.38  (meters)                     GEOID03
 GL1130  DYNAMIC HT  -        1982.140 (meters)    6503.07  (feet)  COMP
 GL1130  MODELED GRAV-     979,318.9   (mgal)                       NAVD 88
 GL1130
 GL1130  VERT ORDER  -  SECOND    CLASS 0
 GL1130
 GL1130.The horizontal coordinates were scaled from a topographic map and have
 GL1130.an estimated accuracy of +/- 6 seconds.
 GL1130
 GL1130.The orthometric height was determined by differential leveling
 GL1130.and adjusted by the National Geodetic Survey in June 1991..
 GL1130
 GL1130.The geoid height was determined by GEOID03.
 GL1130
 GL1130.The dynamic height is computed by dividing the NAVD 88
 GL1130.geopotential number by the normal gravity value computed on the
 GL1130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL1130.degrees latitude (g = 980.6199 gals.).
 GL1130
 GL1130.The modeled gravity was interpolated from observed gravity values.
 GL1130
 GL1130;                    North         East    Units  Estimated Accuracy
 GL1130;SPC NM E     -   641,820.      213,370.      MT  (+/- 180 meters Scaled)
 GL1130
 GL1130                          SUPERSEDED SURVEY CONTROL
 GL1130
 GL1130  NGVD 29 (??/??/92) 1983.642  (m)         6508.00   (f) ADJ UNCH    2 0
 GL1130
 GL1130.Superseded values are not recommended for survey control.
 GL1130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1130.See file dsdata.txt to determine how the superseded data were derived.
 GL1130
 GL1130_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA078717(NAD 83)
 GL1130_MARKER: DB = BENCH MARK DISK
 GL1130_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL1130_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL1130_STAMPING: D 266 1955
 GL1130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL1130+STABILITY: SURFACE MOTION
 GL1130
 GL1130  HISTORY     - Date     Condition        Report By
 GL1130  HISTORY     - 1955     MONUMENTED       CGS
 GL1130
 GL1130                          STATION DESCRIPTION
 GL1130
 GL1130'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GL1130'6.7 MI E FROM DES MOINES.
 GL1130'1.25 MILES NORTHWEST ALONG STATE HIGHWAY 72 FROM THE COLORADO AND
 GL1130'SOUTHERN RAILROAD STATION AT DES MOINES, THENCE 1.45 MILES NORTH ALONG
 GL1130'A TRACK ROAD, THENCE 2.0 MILES EAST ALONG A TRACK ROAD, THENCE 1.0
 GL1130'MILE SOUTH ALONG A TRACK ROAD, THENCE 1.0 MILE EAST ALONG A GRADED
 GL1130'DIRT ROAD, 120 FEET NORTH OF THE CENTER LINE OF A GRADED DIRT ROAD, 77
 GL1130'FEET NORTH OF A FENCE CORNER, 73 FEET NORTH OF A POWER POLE, 32 FEET
 GL1130'WEST OF THE CENTER LINE OF A TRACK ROAD LEADING NORTH, 1.8 FEET EAST
 GL1130'OF A FENCE, 3 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A
 GL1130'CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1115 ***********************************************************************
 GL1115  DESIGNATION -  D 267
 GL1115  PID         -  GL1115
 GL1115  STATE/COUNTY-  NM/UNION
 GL1115  USGS QUAD   -  BLIND GAP (1973)
 GL1115
 GL1115                         *CURRENT SURVEY CONTROL
 GL1115  ___________________________________________________________________
 GL1115* NAD 83(1986)-  36 43 40.     (N)    103 36 40.     (W)     SCALED    
 GL1115* NAVD 88     -      1807.727  (meters)    5930.85   (feet)  ADJUSTED  
 GL1115  ___________________________________________________________________
 GL1115  GEOID HEIGHT-         -20.05  (meters)                     GEOID03
 GL1115  DYNAMIC HT  -        1805.530 (meters)    5923.64  (feet)  COMP
 GL1115  MODELED GRAV-     979,351.4   (mgal)                       NAVD 88
 GL1115
 GL1115  VERT ORDER  -  SECOND    CLASS 0
 GL1115
 GL1115.The horizontal coordinates were scaled from a topographic map and have
 GL1115.an estimated accuracy of +/- 6 seconds.
 GL1115
 GL1115.The orthometric height was determined by differential leveling
 GL1115.and adjusted by the National Geodetic Survey in June 1991..
 GL1115
 GL1115.The geoid height was determined by GEOID03.
 GL1115
 GL1115.The dynamic height is computed by dividing the NAVD 88
 GL1115.geopotential number by the normal gravity value computed on the
 GL1115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL1115.degrees latitude (g = 980.6199 gals.).
 GL1115
 GL1115.The modeled gravity was interpolated from observed gravity values.
 GL1115
 GL1115;                    North         East    Units  Estimated Accuracy
 GL1115;SPC NM E     -   635,510.      229,510.      MT  (+/- 180 meters Scaled)
 GL1115
 GL1115                          SUPERSEDED SURVEY CONTROL
 GL1115
 GL1115  NGVD 29 (??/??/92) 1806.847  (m)         5927.96   (f) ADJ UNCH    2 0
 GL1115
 GL1115.Superseded values are not recommended for survey control.
 GL1115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1115.See file dsdata.txt to determine how the superseded data were derived.
 GL1115
 GL1115_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA240655(NAD 83)
 GL1115_MARKER: DB = BENCH MARK DISK
 GL1115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL1115_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL1115_STAMPING: D 267 1955
 GL1115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL1115+STABILITY: SURFACE MOTION
 GL1115
 GL1115  HISTORY     - Date     Condition        Report By
 GL1115  HISTORY     - 1955     MONUMENTED       CGS
 GL1115
 GL1115                          STATION DESCRIPTION
 GL1115
 GL1115'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GL1115'16.35 MI N FROM GRENVILLE.
 GL1115'4.8 MILES NORTHWEST ALONG THE COLORADO AND SOUTHERN RAILROAD FROM THE
 GL1115'STATION AT GRENVILLE, THENCE 7.8 MILES NORTH ALONG A GRADED DIRT ROAD,
 GL1115'THENCE 3.75 MILES EAST ALONG A GRADED DIRT ROAD, 75 FEET NORTH OF THE
 GL1115'CENTER LINE OF A ROAD, IN LINE WITH A ROW OF POWER POLES, 121 FEET
 GL1115'WEST OF A POWER POLE, 60 FEET NORTH OF THE NORTH END OF A CATTLE
 GL1115'GUARD, 2.3 FEET EAST OF A FENCE, 2.3 FEET SOUTH OF A WITNESS POST, SET
 GL1115'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE
 GL1115'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1110 ***********************************************************************
 GL1110  DESIGNATION -  D 268
 GL1110  PID         -  GL1110
 GL1110  STATE/COUNTY-  NM/UNION
 GL1110  USGS QUAD   -  WETHERLY LAKE (1973)
 GL1110
 GL1110                         *CURRENT SURVEY CONTROL
 GL1110  ___________________________________________________________________
 GL1110* NAD 83(1986)-  36 44 29.     (N)    103 43 45.     (W)     SCALED    
 GL1110* NAVD 88     -      1900.801  (meters)    6236.21   (feet)  ADJUSTED  
 GL1110  ___________________________________________________________________
 GL1110  GEOID HEIGHT-         -19.58  (meters)                     GEOID03
 GL1110  DYNAMIC HT  -        1898.464 (meters)    6228.54  (feet)  COMP
 GL1110  MODELED GRAV-     979,333.4   (mgal)                       NAVD 88
 GL1110
 GL1110  VERT ORDER  -  SECOND    CLASS 0
 GL1110
 GL1110.The horizontal coordinates were scaled from a topographic map and have
 GL1110.an estimated accuracy of +/- 6 seconds.
 GL1110
 GL1110.The orthometric height was determined by differential leveling
 GL1110.and adjusted by the National Geodetic Survey in June 1991..
 GL1110
 GL1110.The geoid height was determined by GEOID03.
 GL1110
 GL1110.The dynamic height is computed by dividing the NAVD 88
 GL1110.geopotential number by the normal gravity value computed on the
 GL1110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL1110.degrees latitude (g = 980.6199 gals.).
 GL1110
 GL1110.The modeled gravity was interpolated from observed gravity values.
 GL1110
 GL1110;                    North         East    Units  Estimated Accuracy
 GL1110;SPC NM E     -   636,950.      218,960.      MT  (+/- 180 meters Scaled)
 GL1110
 GL1110                          SUPERSEDED SURVEY CONTROL
 GL1110
 GL1110  NGVD 29 (??/??/92) 1899.887  (m)         6233.21   (f) ADJ UNCH    2 0
 GL1110
 GL1110.Superseded values are not recommended for survey control.
 GL1110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1110.See file dsdata.txt to determine how the superseded data were derived.
 GL1110
 GL1110_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA134669(NAD 83)
 GL1110_MARKER: DB = BENCH MARK DISK
 GL1110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL1110_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL1110_STAMPING: D 268 1955
 GL1110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL1110+STABILITY: SURFACE MOTION
 GL1110
 GL1110  HISTORY     - Date     Condition        Report By
 GL1110  HISTORY     - 1955     MONUMENTED       CGS
 GL1110
 GL1110                          STATION DESCRIPTION
 GL1110
 GL1110'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GL1110'15.75 MI NW FROM GRENVILLE.
 GL1110'4.8 MILES NORTHWEST ALONG THE COLORADO AND SOUTHERN RAILROAD FROM THE
 GL1110'STATION AT GRENVILLE, THENCE 7.8 MILES NORTH ALONG A GRADED DIRT ROAD,
 GL1110'THENCE 3.05 MILES NORTHWEST ALONG A GRADED DIRT ROAD, THENCE 0.1 MILE
 GL1110'SOUTHWEST ACROSS A PASTURE, 16 FEET SOUTH OF THE SOUTHEAST CORNER OF
 GL1110'THE HANGAR AT THE WETHERLY AIRPORT, 191 FEET SOUTH OF THE CENTER LINE
 GL1110'OF A ROAD, 152 FEET SOUTH OF A FENCE, SET IN THE TOP OF A CONCRETE
 GL1110'POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1219 ***********************************************************************
 GL1219  DESIGNATION -  D 269
 GL1219  PID         -  GL1219
 GL1219  STATE/COUNTY-  NM/UNION
 GL1219  USGS QUAD   -  FIDDLER SPRINGS (1972)
 GL1219
 GL1219                         *CURRENT SURVEY CONTROL
 GL1219  ___________________________________________________________________
 GL1219* NAD 83(1986)-  36 49 41.     (N)    103 31 16.     (W)     SCALED    
 GL1219* NAVD 88     -      1780.578  (meters)    5841.78   (feet)  ADJUSTED  
 GL1219  ___________________________________________________________________
 GL1219  GEOID HEIGHT-         -20.46  (meters)                     GEOID03
 GL1219  DYNAMIC HT  -        1778.450 (meters)    5834.80  (feet)  COMP
 GL1219  MODELED GRAV-     979,372.3   (mgal)                       NAVD 88
 GL1219
 GL1219  VERT ORDER  -  SECOND    CLASS 0
 GL1219
 GL1219.The horizontal coordinates were scaled from a topographic map and have
 GL1219.an estimated accuracy of +/- 6 seconds.
 GL1219
 GL1219.The orthometric height was determined by differential leveling
 GL1219.and adjusted by the National Geodetic Survey in June 1991..
 GL1219
 GL1219.The geoid height was determined by GEOID03.
 GL1219
 GL1219.The dynamic height is computed by dividing the NAVD 88
 GL1219.geopotential number by the normal gravity value computed on the
 GL1219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL1219.degrees latitude (g = 980.6199 gals.).
 GL1219
 GL1219.The modeled gravity was interpolated from observed gravity values.
 GL1219
 GL1219;                    North         East    Units  Estimated Accuracy
 GL1219;SPC NM E     -   646,700.      237,450.      MT  (+/- 180 meters Scaled)
 GL1219
 GL1219                          SUPERSEDED SURVEY CONTROL
 GL1219
 GL1219  NGVD 29 (??/??/92) 1779.710  (m)         5838.93   (f) ADJ UNCH    2 0
 GL1219
 GL1219.Superseded values are not recommended for survey control.
 GL1219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1219.See file dsdata.txt to determine how the superseded data were derived.
 GL1219
 GL1219_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA318768(NAD 83)
 GL1219_MARKER: DB = BENCH MARK DISK
 GL1219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL1219_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL1219_STAMPING: D 269 1955
 GL1219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL1219+STABILITY: SURFACE MOTION
 GL1219
 GL1219  HISTORY     - Date     Condition        Report By
 GL1219  HISTORY     - 1955     MONUMENTED       CGS
 GL1219
 GL1219                          STATION DESCRIPTION
 GL1219
 GL1219'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GL1219'42.65 MI NW FROM CLAYTON.
 GL1219'38.75 MILES NORTHWEST ALONG STATE ROAD 370 FROM ITS JUNCTION WITH U.S.
 GL1219'HIGHWAYS 64 AND 87 AT CLAYTON, THENCE 3.9 MILES WEST ALONG A GRADED
 GL1219'DIRT ROAD, 121 FEET SOUTH OF THE CENTER LINE OF A ROAD, 93 FEET
 GL1219'NORTHEAST OF A WELL AND WINDMILL, 69 FEET EAST OF THE SOUTHEAST CORNER
 GL1219'OF AN ABANDONED STONE SCHOOLHOUSE, 38 FEET EAST OF THE EXTENDED CENTER
 GL1219'LINE OF A TRACK ROAD LEADING NORTH, 2 FEET NORTH OF A WITNESS POST,
 GL1219'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.7 FOOT ABOVE THE
 GL1219'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0120 ***********************************************************************
 FO0120  DESIGNATION -  D 27
 FO0120  PID         -  FO0120
 FO0120  STATE/COUNTY-  NM/SANDOVAL
 FO0120  USGS QUAD   -  PLACITAS (1990)
 FO0120
 FO0120                         *CURRENT SURVEY CONTROL
 FO0120  ___________________________________________________________________
 FO0120* NAD 83(1986)-  35 22 17.     (N)    106 29 41.     (W)     SCALED    
 FO0120* NAVD 88     -      1560.357  (meters)    5119.27   (feet)  POSTED    
 FO0120  ___________________________________________________________________
 FO0120  GEOID HEIGHT-         -20.75  (meters)                     GEOID03
 FO0120  DYNAMIC HT  -        1558.250 (meters)    5112.36  (feet)  COMP
 FO0120  MODELED GRAV-     979,229.1   (mgal)                       NAVD 88
 FO0120
 FO0120  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 FO0120
 FO0120.The horizontal coordinates were scaled from a topographic map and have
 FO0120.an estimated accuracy of +/- 6 seconds.
 FO0120
 FO0120.The orthometric height was determined by differential leveling
 FO0120.and adjusted by the National Geodetic Survey in 1992..
 FO0120.No vertical observational check was made to the station.
 FO0120.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 FO0120.was located on a no-check spur therefore a value was not computed.
 FO0120
 FO0120.The geoid height was determined by GEOID03.
 FO0120
 FO0120.The dynamic height is computed by dividing the NAVD 88
 FO0120.geopotential number by the normal gravity value computed on the
 FO0120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0120.degrees latitude (g = 980.6199 gals.).
 FO0120
 FO0120.The modeled gravity was interpolated from observed gravity values.
 FO0120
 FO0120;                    North         East    Units  Estimated Accuracy
 FO0120;SPC NM C     -   484,800.      477,760.      MT  (+/- 180 meters Scaled)
 FO0120
 FO0120                          SUPERSEDED SURVEY CONTROL
 FO0120
 FO0120  NGVD 29 (??/??/92) 1559.486  (m)         5116.41   (f) ADJ UNCH    1 2
 FO0120
 FO0120.Superseded values are not recommended for survey control.
 FO0120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0120.See file dsdata.txt to determine how the superseded data were derived.
 FO0120
 FO0120_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV642152(NAD 83)
 FO0120_MARKER: DB = BENCH MARK DISK
 FO0120_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FO0120_SP_SET: ABUTMENT
 FO0120_STAMPING: D-27 1933
 FO0120_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FO0120
 FO0120  HISTORY     - Date     Condition        Report By
 FO0120  HISTORY     - 1933     MONUMENTED       CGS
 FO0120  HISTORY     - 1934     GOOD             NGS
 FO0120
 FO0120                          STATION DESCRIPTION
 FO0120
 FO0120'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 FO0120'5.7 MI N FROM BERNALILLO.
 FO0120'5.7 MILES NORTH ALONG THE A.T. AND S.F. R.R. 2.1 MILES NORTH OF RUIZ
 FO0120'AND 10 POLES SOUTH OF M.P. 880 AT 90 FT. PLATE GIRDER BRIDGE NO. 880B,
 FO0120'ON THE EAST BRIDGE SEAT OF THE NORTH ABUTMENT.
 FO0120
 FO0120                          STATION RECOVERY (1934)
 FO0120
 FO0120'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 FO0120'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0121 ***********************************************************************
 FO0121  DESIGNATION -  D 27 RESET
 FO0121  PID         -  FO0121
 FO0121  STATE/COUNTY-  NM/SANDOVAL
 FO0121  USGS QUAD   -  PLACITAS (1990)
 FO0121
 FO0121                         *CURRENT SURVEY CONTROL
 FO0121  ___________________________________________________________________
 FO0121* NAD 83(1986)-  35 22 16.     (N)    106 29 41.     (W)     SCALED    
 FO0121* NAVD 88     -      1561.433  (meters)    5122.80   (feet)  ADJUSTED  
 FO0121  ___________________________________________________________________
 FO0121  GEOID HEIGHT-         -20.75  (meters)                     GEOID03
 FO0121  DYNAMIC HT  -        1559.324 (meters)    5115.88  (feet)  COMP
 FO0121  MODELED GRAV-     979,229.2   (mgal)                       NAVD 88
 FO0121
 FO0121  VERT ORDER  -  FIRST     CLASS II
 FO0121
 FO0121.The horizontal coordinates were scaled from a topographic map and have
 FO0121.an estimated accuracy of +/- 6 seconds.
 FO0121
 FO0121.The orthometric height was determined by differential leveling
 FO0121.and adjusted by the National Geodetic Survey in June 1991..
 FO0121.WARNING-Repeat measurements at this control monument indicate possible
 FO0121.vertical movement.
 FO0121
 FO0121.The geoid height was determined by GEOID03.
 FO0121
 FO0121.The dynamic height is computed by dividing the NAVD 88
 FO0121.geopotential number by the normal gravity value computed on the
 FO0121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0121.degrees latitude (g = 980.6199 gals.).
 FO0121
 FO0121.The modeled gravity was interpolated from observed gravity values.
 FO0121
 FO0121;                    North         East    Units  Estimated Accuracy
 FO0121;SPC NM C     -   484,770.      477,760.      MT  (+/- 180 meters Scaled)
 FO0121
 FO0121                          SUPERSEDED SURVEY CONTROL
 FO0121
 FO0121.No superseded survey control is available for this station.
 FO0121
 FO0121_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV642152(NAD 83)
 FO0121_MARKER: DD = SURVEY DISK
 FO0121_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FO0121_STAMPING: D 27 RESET 1949
 FO0121_MARK LOGO: CGS   
 FO0121_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO0121+STABILITY: SURFACE MOTION
 FO0121
 FO0121  HISTORY     - Date     Condition        Report By
 FO0121  HISTORY     - 1949     MONUMENTED       ATSFRR
 FO0121  HISTORY     - 1951     GOOD             NGS
 FO0121  HISTORY     - 1984     GOOD             NGS
 FO0121
 FO0121                          STATION DESCRIPTION
 FO0121
 FO0121'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 FO0121'5.7 MI NE FROM BERNALILLO.
 FO0121'5.7 MILES NORTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 FO0121'FROM THE STATION AT BERNALILLO, 10 POLES SOUTH OF MILEPOST 880, 7 FEET
 FO0121'EAST OF THE EAST RAIL, SET IN THE TOP OF THE EAST END OF THE NORTH
 FO0121'CONCRETE ABUTMENT OF STEEL BRIDGE 880.
 FO0121
 FO0121                          STATION RECOVERY (1984)
 FO0121
 FO0121'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FO0121'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  7.3 KM
 FO0121'(4.55 MI) NORTHEAST ALONG THE ATCHISON TOPEKA AND SANTA FE RAILROAD
 FO0121'FROM ITS JUNCTION WITH STATE HIGHWAY 44 IN BERNALILLO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0628 ***********************************************************************
 GL0628  DESIGNATION -  D 270
 GL0628  PID         -  GL0628
 GL0628  STATE/COUNTY-  NM/UNION
 GL0628  USGS QUAD   -  CLAYTON (1970)
 GL0628
 GL0628                         *CURRENT SURVEY CONTROL
 GL0628  ___________________________________________________________________
 GL0628* NAD 83(1986)-  36 29 42.     (N)    103 12 35.     (W)     SCALED    
 GL0628* NAVD 88     -      1523.448  (meters)    4998.18   (feet)  ADJUSTED  
 GL0628  ___________________________________________________________________
 GL0628  GEOID HEIGHT-         -21.87  (meters)                     GEOID03
 GL0628  DYNAMIC HT  -        1521.643 (meters)    4992.26  (feet)  COMP
 GL0628  MODELED GRAV-     979,393.4   (mgal)                       NAVD 88
 GL0628
 GL0628  VERT ORDER  -  SECOND    CLASS 0
 GL0628
 GL0628.The horizontal coordinates were scaled from a topographic map and have
 GL0628.an estimated accuracy of +/- 6 seconds.
 GL0628
 GL0628.The orthometric height was determined by differential leveling
 GL0628.and adjusted by the National Geodetic Survey in June 1991..
 GL0628
 GL0628.The geoid height was determined by GEOID03.
 GL0628
 GL0628.The dynamic height is computed by dividing the NAVD 88
 GL0628.geopotential number by the normal gravity value computed on the
 GL0628.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0628.degrees latitude (g = 980.6199 gals.).
 GL0628
 GL0628.The modeled gravity was interpolated from observed gravity values.
 GL0628
 GL0628;                    North         East    Units  Estimated Accuracy
 GL0628;SPC NM E     -   610,030.      265,670.      MT  (+/- 180 meters Scaled)
 GL0628
 GL0628                          SUPERSEDED SURVEY CONTROL
 GL0628
 GL0628  NGVD 29 (??/??/92) 1522.702  (m)         4995.73   (f) ADJ UNCH    2 0
 GL0628
 GL0628.Superseded values are not recommended for survey control.
 GL0628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0628.See file dsdata.txt to determine how the superseded data were derived.
 GL0628
 GL0628_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA603403(NAD 83)
 GL0628_MARKER: DB = BENCH MARK DISK
 GL0628_SETTING: 66 = SET IN ROCK OUTCROP
 GL0628_SP_SET: SET IN ROCK OUTCROP
 GL0628_STAMPING: D 270 1955
 GL0628_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GL0628+STABILITY: POSITION/ELEVATION WELL
 GL0628
 GL0628  HISTORY     - Date     Condition        Report By
 GL0628  HISTORY     - 1955     MONUMENTED       CGS
 GL0628
 GL0628                          STATION DESCRIPTION
 GL0628
 GL0628'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GL0628'3.2 MI NW FROM CLAYTON.
 GL0628'3.2 MILES NORTHWEST ALONG STATE ROAD 370 FROM ITS JUNCTION WITH U.S.
 GL0628'HIGHWAYS 64 AND 87 AT CLAYTON, 42 FEET NORTH OF THE CENTER LINE OF THE
 GL0628'ROAD, 3 FEET NORTH OF A FENCE, 1 FOOT NORTHEAST OF A FENCE, 1.6 FEET
 GL0628'ABOVE THE GROUND, SET IN THE TOP OF A 3 X 4 FOOT LAVA ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1193 ***********************************************************************
 GL1193  DESIGNATION -  D 271
 GL1193  PID         -  GL1193
 GL1193  STATE/COUNTY-  NM/UNION
 GL1193  USGS QUAD   -  CROSS L RANCH (1972)
 GL1193
 GL1193                         *CURRENT SURVEY CONTROL
 GL1193  ___________________________________________________________________
 GL1193* NAD 83(1986)-  36 54 17.     (N)    103 39 22.     (W)     SCALED    
 GL1193* NAVD 88     -      1741.675  (meters)    5714.15   (feet)  ADJUSTED  
 GL1193  ___________________________________________________________________
 GL1193  GEOID HEIGHT-         -20.00  (meters)                     GEOID03
 GL1193  DYNAMIC HT  -        1739.562 (meters)    5707.21  (feet)  COMP
 GL1193  MODELED GRAV-     979,356.0   (mgal)                       NAVD 88
 GL1193
 GL1193  VERT ORDER  -  SECOND    CLASS 0
 GL1193
 GL1193.The horizontal coordinates were scaled from a topographic map and have
 GL1193.an estimated accuracy of +/- 6 seconds.
 GL1193
 GL1193.The orthometric height was determined by differential leveling
 GL1193.and adjusted by the National Geodetic Survey in June 1991..
 GL1193
 GL1193.The geoid height was determined by GEOID03.
 GL1193
 GL1193.The dynamic height is computed by dividing the NAVD 88
 GL1193.geopotential number by the normal gravity value computed on the
 GL1193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL1193.degrees latitude (g = 980.6199 gals.).
 GL1193
 GL1193.The modeled gravity was interpolated from observed gravity values.
 GL1193
 GL1193;                    North         East    Units  Estimated Accuracy
 GL1193;SPC NM E     -   655,120.      225,350.      MT  (+/- 180 meters Scaled)
 GL1193
 GL1193                          SUPERSEDED SURVEY CONTROL
 GL1193
 GL1193  NGVD 29 (??/??/92) 1740.750  (m)         5711.11   (f) ADJ UNCH    2 0
 GL1193
 GL1193.Superseded values are not recommended for survey control.
 GL1193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1193.See file dsdata.txt to determine how the superseded data were derived.
 GL1193
 GL1193_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA197851(NAD 83)
 GL1193_MARKER: DB = BENCH MARK DISK
 GL1193_SETTING: 66 = SET IN ROCK OUTCROP
 GL1193_SP_SET: LIMESTONE OUTCROP
 GL1193_STAMPING: D 271 1955
 GL1193_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GL1193+STABILITY: POSITION/ELEVATION WELL
 GL1193
 GL1193  HISTORY     - Date     Condition        Report By
 GL1193  HISTORY     - 1955     MONUMENTED       CGS
 GL1193
 GL1193                          STATION DESCRIPTION
 GL1193
 GL1193'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GL1193'19.8 MI E FROM FOLSOM.
 GL1193'19.0 MILES EAST ALONG STATE ROAD 325 FROM THE COLORADO AND SOUTHERN
 GL1193'RAILROAD STATION AT FOLSOM, THENCE 0.8 MILE SOUTH ALONG A WINDING DIRT
 GL1193'ROAD, 121 FEET WEST OF THE CENTER LINE OF A ROAD, AT A SHARP CURVE IN
 GL1193'THE ROAD, AT THE FOOT OF A HILL, 0.4 FOOT ABOVE THE GROUND, SET IN THE
 GL1193'TOP OF A 2X10 FOOT LIMESTONE OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0489 ***********************************************************************
 GL0489  DESIGNATION -  D 272
 GL0489  PID         -  GL0489
 GL0489  STATE/COUNTY-  NM/UNION
 GL0489  USGS QUAD   -  GUY (1972)
 GL0489
 GL0489                         *CURRENT SURVEY CONTROL
 GL0489  ___________________________________________________________________
 GL0489* NAD 83(1986)-  36 47 07.     (N)    103 25 00.     (W)     SCALED    
 GL0489* NAVD 88     -      1691.693  (meters)    5550.16   (feet)  ADJUSTED  
 GL0489  ___________________________________________________________________
 GL0489  GEOID HEIGHT-         -20.90  (meters)                     GEOID03
 GL0489  DYNAMIC HT  -        1689.685 (meters)    5543.57  (feet)  COMP
 GL0489  MODELED GRAV-     979,384.2   (mgal)                       NAVD 88
 GL0489
 GL0489  VERT ORDER  -  SECOND    CLASS 0
 GL0489
 GL0489.The horizontal coordinates were scaled from a topographic map and have
 GL0489.an estimated accuracy of +/- 6 seconds.
 GL0489
 GL0489.The orthometric height was determined by differential leveling
 GL0489.and adjusted by the National Geodetic Survey in June 1991..
 GL0489
 GL0489.The geoid height was determined by GEOID03.
 GL0489
 GL0489.The dynamic height is computed by dividing the NAVD 88
 GL0489.geopotential number by the normal gravity value computed on the
 GL0489.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0489.degrees latitude (g = 980.6199 gals.).
 GL0489
 GL0489.The modeled gravity was interpolated from observed gravity values.
 GL0489
 GL0489;                    North         East    Units  Estimated Accuracy
 GL0489;SPC NM E     -   642,040.      246,820.      MT  (+/- 180 meters Scaled)
 GL0489
 GL0489                          SUPERSEDED SURVEY CONTROL
 GL0489
 GL0489  NGVD 29 (??/??/92) 1690.861  (m)         5547.43   (f) ADJ UNCH    2 0
 GL0489
 GL0489.Superseded values are not recommended for survey control.
 GL0489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0489.See file dsdata.txt to determine how the superseded data were derived.
 GL0489
 GL0489_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA412722(NAD 83)
 GL0489_MARKER: DB = BENCH MARK DISK
 GL0489_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0489_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0489_STAMPING: D 272 1955
 GL0489_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0489+STABILITY: SURFACE MOTION
 GL0489
 GL0489  HISTORY     - Date     Condition        Report By
 GL0489  HISTORY     - 1955     MONUMENTED       CGS
 GL0489
 GL0489                          STATION DESCRIPTION
 GL0489
 GL0489'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GL0489'33.95 MI NW FROM CLAYTON.
 GL0489'33.95 MILES NORTHWEST ALONG STATE ROAD 370 FROM ITS JUNCTION WITH U.S.
 GL0489'HIGHWAYS 64 AND 87 AT CLAYTON, ON TOP OF A HILL, 62 FEET SOUTH OF THE
 GL0489'CENTER LINE OF THE ROAD, 33 FEET SOUTH OF A FENCE, 14.4 FEET WEST OF A
 GL0489'POWER POLE, IN LINE WITH A ROW OF POWER POLES, 2.6 FEET WEST OF A
 GL0489'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5
 GL0489'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0516 ***********************************************************************
 GL0516  DESIGNATION -  D 273
 GL0516  PID         -  GL0516
 GL0516  STATE/COUNTY-  NM/UNION
 GL0516  USGS QUAD   -  MOSES (1972)
 GL0516
 GL0516                         *CURRENT SURVEY CONTROL
 GL0516  ___________________________________________________________________
 GL0516* NAD 83(1986)-  36 44 30.     (N)    103 05 24.     (W)     SCALED    
 GL0516* NAVD 88     -      1481.511  (meters)    4860.59   (feet)  ADJUSTED  
 GL0516  ___________________________________________________________________
 GL0516  GEOID HEIGHT-         -22.14  (meters)                     GEOID03
 GL0516  DYNAMIC HT  -        1479.806 (meters)    4855.00  (feet)  COMP
 GL0516  MODELED GRAV-     979,428.2   (mgal)                       NAVD 88
 GL0516
 GL0516  VERT ORDER  -  SECOND    CLASS 0
 GL0516
 GL0516.The horizontal coordinates were scaled from a topographic map and have
 GL0516.an estimated accuracy of +/- 6 seconds.
 GL0516
 GL0516.The orthometric height was determined by differential leveling
 GL0516.and adjusted by the National Geodetic Survey in June 1991..
 GL0516
 GL0516.The geoid height was determined by GEOID03.
 GL0516
 GL0516.The dynamic height is computed by dividing the NAVD 88
 GL0516.geopotential number by the normal gravity value computed on the
 GL0516.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0516.degrees latitude (g = 980.6199 gals.).
 GL0516
 GL0516.The modeled gravity was interpolated from observed gravity values.
 GL0516
 GL0516;                    North         East    Units  Estimated Accuracy
 GL0516;SPC NM E     -   637,530.      276,040.      MT  (+/- 180 meters Scaled)
 GL0516
 GL0516                          SUPERSEDED SURVEY CONTROL
 GL0516
 GL0516  NGVD 29 (??/??/92) 1480.792  (m)         4858.23   (f) ADJ UNCH    2 0
 GL0516
 GL0516.Superseded values are not recommended for survey control.
 GL0516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0516.See file dsdata.txt to determine how the superseded data were derived.
 GL0516
 GL0516_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA705679(NAD 83)
 GL0516_MARKER: DB = BENCH MARK DISK
 GL0516_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0516_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0516_STAMPING: D 273 1955
 GL0516_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0516+STABILITY: SURFACE MOTION
 GL0516
 GL0516  HISTORY     - Date     Condition        Report By
 GL0516  HISTORY     - 1955     MONUMENTED       CGS
 GL0516
 GL0516                          STATION DESCRIPTION
 GL0516
 GL0516'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GL0516'13.2 MI N FROM SENECA.
 GL0516'9.2 MILES NORTHEAST ALONG STATE HIGHWAY 18 FROM THE POST OFFICE AT
 GL0516'SENECA, THENCE 2.0 MILES NORTH ALONG A GRADED DIRT ROAD, THENCE 2.0
 GL0516'MILES WEST ALONG A GRADED DIRT ROAD, 73 FEET NORTH OF THE CENTER LINE
 GL0516'OF A ROAD, 70 FEET WEST OF THE CENTER OF A WASH, 2.6 FEET WEST OF A
 GL0516'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6
 GL0516'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0421 ***********************************************************************
 GL0421  DESIGNATION -  D 274
 GL0421  PID         -  GL0421
 GL0421  STATE/COUNTY-  NM/UNION
 GL0421  USGS QUAD   -  SENECA (1972)
 GL0421
 GL0421                         *CURRENT SURVEY CONTROL
 GL0421  ___________________________________________________________________
 GL0421* NAD 83(1986)-  36 38 31.     (N)    103 09 47.     (W)     SCALED    
 GL0421* NAVD 88     -      1538.238  (meters)    5046.70   (feet)  ADJUSTED  
 GL0421  ___________________________________________________________________
 GL0421  GEOID HEIGHT-         -21.87  (meters)                     GEOID03
 GL0421  DYNAMIC HT  -        1536.460 (meters)    5040.87  (feet)  COMP
 GL0421  MODELED GRAV-     979,421.3   (mgal)                       NAVD 88
 GL0421
 GL0421  VERT ORDER  -  SECOND    CLASS 0
 GL0421
 GL0421.The horizontal coordinates were scaled from a topographic map and have
 GL0421.an estimated accuracy of +/- 6 seconds.
 GL0421
 GL0421.The orthometric height was determined by differential leveling
 GL0421.and adjusted by the National Geodetic Survey in June 1991..
 GL0421
 GL0421.The geoid height was determined by GEOID03.
 GL0421
 GL0421.The dynamic height is computed by dividing the NAVD 88
 GL0421.geopotential number by the normal gravity value computed on the
 GL0421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0421.degrees latitude (g = 980.6199 gals.).
 GL0421
 GL0421.The modeled gravity was interpolated from observed gravity values.
 GL0421
 GL0421;                    North         East    Units  Estimated Accuracy
 GL0421;SPC NM E     -   626,380.      269,650.      MT  (+/- 180 meters Scaled)
 GL0421
 GL0421                          SUPERSEDED SURVEY CONTROL
 GL0421
 GL0421  NGVD 29 (??/??/92) 1537.523  (m)         5044.36   (f) ADJ UNCH    2 0
 GL0421
 GL0421.Superseded values are not recommended for survey control.
 GL0421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0421.See file dsdata.txt to determine how the superseded data were derived.
 GL0421
 GL0421_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA642567(NAD 83)
 GL0421_MARKER: DB = BENCH MARK DISK
 GL0421_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0421_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0421_STAMPING: D 274 1955
 GL0421_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0421+STABILITY: SURFACE MOTION
 GL0421
 GL0421  HISTORY     - Date     Condition        Report By
 GL0421  HISTORY     - 1955     MONUMENTED       CGS
 GL0421
 GL0421                          STATION DESCRIPTION
 GL0421
 GL0421'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GL0421'2.85 MI NW FROM SENECA.
 GL0421'0.85 MILE NORTH ALONG STATE HIGHWAY 18 FROM THE POST OFFICE AT SENECA,
 GL0421'THENCE 2.0 MILES WEST ALONG A GRADED DIRT ROAD, ON THE EXTENDED CENTER
 GL0421'LINE OF A GRADED DIRT ROAD LEADING SOUTH, 72 FEET NORTH OF THE CENTER
 GL0421'LINE OF AN EAST AND WEST GRADED DIRT ROAD, 40 FEET NORTH OF A FENCE,
 GL0421'37 FEET NORTHEAST OF A POWER POLE, 2.7 FEET EAST OF A FENCE LEADING
 GL0421'NORTH, 2.5 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 GL0421'POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1261 ***********************************************************************
 GL1261  DESIGNATION -  D 275
 GL1261  PID         -  GL1261
 GL1261  STATE/COUNTY-  NM/UNION
 GL1261  USGS QUAD   -  GRENVILLE SW (1973)
 GL1261
 GL1261                         *CURRENT SURVEY CONTROL
 GL1261  ___________________________________________________________________
 GL1261* NAD 83(1986)-  36 33 13.     (N)    103 37 53.     (W)     SCALED    
 GL1261* NAVD 88     -      1821.934  (meters)    5977.46   (feet)  ADJUSTED  
 GL1261  ___________________________________________________________________
 GL1261  GEOID HEIGHT-         -20.00  (meters)                     GEOID03
 GL1261  DYNAMIC HT  -        1819.710 (meters)    5970.17  (feet)  COMP
 GL1261  MODELED GRAV-     979,345.6   (mgal)                       NAVD 88
 GL1261
 GL1261  VERT ORDER  -  SECOND    CLASS 0
 GL1261
 GL1261.The horizontal coordinates were scaled from a topographic map and have
 GL1261.an estimated accuracy of +/- 6 seconds.
 GL1261
 GL1261.The orthometric height was determined by differential leveling
 GL1261.and adjusted by the National Geodetic Survey in June 1991..
 GL1261
 GL1261.The geoid height was determined by GEOID03.
 GL1261
 GL1261.The dynamic height is computed by dividing the NAVD 88
 GL1261.geopotential number by the normal gravity value computed on the
 GL1261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL1261.degrees latitude (g = 980.6199 gals.).
 GL1261
 GL1261.The modeled gravity was interpolated from observed gravity values.
 GL1261
 GL1261;                    North         East    Units  Estimated Accuracy
 GL1261;SPC NM E     -   616,170.      227,840.      MT  (+/- 180 meters Scaled)
 GL1261
 GL1261                          SUPERSEDED SURVEY CONTROL
 GL1261
 GL1261  NGVD 29 (??/??/92) 1821.074  (m)         5974.64   (f) ADJ UNCH    2 0
 GL1261
 GL1261.Superseded values are not recommended for survey control.
 GL1261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1261.See file dsdata.txt to determine how the superseded data were derived.
 GL1261
 GL1261_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA224462(NAD 83)
 GL1261_MARKER: DB = BENCH MARK DISK
 GL1261_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL1261_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL1261_STAMPING: D 275 1955
 GL1261_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL1261+STABILITY: SURFACE MOTION
 GL1261
 GL1261  HISTORY     - Date     Condition        Report By
 GL1261  HISTORY     - 1955     MONUMENTED       CGS
 GL1261
 GL1261                          STATION DESCRIPTION
 GL1261
 GL1261'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GL1261'3.7 MI S FROM GRENVILLE.
 GL1261'0.25 MILE WEST ALONG A GRAVELED ROAD FROM THE COLORADO AND SOUTHERN
 GL1261'RAILROAD STATION AT GRENVILLE, THENCE 3.45 MILES SOUTH ALONG STATE
 GL1261'ROAD 120, 272 FEET NORTHEAST OF THE NORTHEAST EDGE OF A LAKE WHICH IS
 GL1261'ON THE SOUTH SIDE OF THE ROAD, 85 FEET SOUTH OF THE CENTER LINE OF THE
 GL1261'STATE ROAD, 42 FEET SOUTH OF A FENCE, 2.2 FEET WEST OF A FENCE LEADING
 GL1261'SOUTH, 1.8 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 GL1261'POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0715 ***********************************************************************
 FM0715  DESIGNATION -  D 276
 FM0715  PID         -  FM0715
 FM0715  STATE/COUNTY-  NM/HARDING
 FM0715  USGS QUAD   -  CIRCLE BAR RANCH (1973)
 FM0715
 FM0715                         *CURRENT SURVEY CONTROL
 FM0715  ___________________________________________________________________
 FM0715* NAD 83(1986)-  35 51 21.     (N)    103 40 46.     (W)     SCALED    
 FM0715* NAVD 88     -      1405.425  (meters)    4610.97   (feet)  ADJUSTED  
 FM0715  ___________________________________________________________________
 FM0715  GEOID HEIGHT-         -21.21  (meters)                     GEOID03
 FM0715  DYNAMIC HT  -        1403.754 (meters)    4605.48  (feet)  COMP
 FM0715  MODELED GRAV-     979,394.1   (mgal)                       NAVD 88
 FM0715
 FM0715  VERT ORDER  -  SECOND    CLASS 0
 FM0715
 FM0715.The horizontal coordinates were scaled from a topographic map and have
 FM0715.an estimated accuracy of +/- 6 seconds.
 FM0715
 FM0715.The orthometric height was determined by differential leveling
 FM0715.and adjusted by the National Geodetic Survey in June 1991..
 FM0715
 FM0715.The geoid height was determined by GEOID03.
 FM0715
 FM0715.The dynamic height is computed by dividing the NAVD 88
 FM0715.geopotential number by the normal gravity value computed on the
 FM0715.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0715.degrees latitude (g = 980.6199 gals.).
 FM0715
 FM0715.The modeled gravity was interpolated from observed gravity values.
 FM0715
 FM0715;                    North         East    Units  Estimated Accuracy
 FM0715;SPC NM E     -   538,720.      224,060.      MT  (+/- 180 meters Scaled)
 FM0715
 FM0715                          SUPERSEDED SURVEY CONTROL
 FM0715
 FM0715  NGVD 29 (??/??/92) 1404.777  (m)         4608.84   (f) ADJ UNCH    2 0
 FM0715
 FM0715.Superseded values are not recommended for survey control.
 FM0715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0715.See file dsdata.txt to determine how the superseded data were derived.
 FM0715
 FM0715_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFV192687(NAD 83)
 FM0715_MARKER: DB = BENCH MARK DISK
 FM0715_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0715_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0715_STAMPING: D 276 1955
 FM0715_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0715+STABILITY: SURFACE MOTION
 FM0715
 FM0715  HISTORY     - Date     Condition        Report By
 FM0715  HISTORY     - 1955     MONUMENTED       CGS
 FM0715
 FM0715                          STATION DESCRIPTION
 FM0715
 FM0715'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 FM0715'9.4 MI S FROM BUEYEROS.
 FM0715'0.5 MILE WEST ALONG STATE HIGHWAY 57 FROM THE POST OFFICE AT BUEYEROS,
 FM0715'THENCE 8.9 MILES SOUTH ALONG STATE HIGHWAY 171, ON TOP OF A SMALL
 FM0715'RIDGE, 79 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 2 FEET
 FM0715'NORTHWEST OF A WITNESS POST, 0.2 MILE SOUTHEAST OF A CATTLE GUARD, SET
 FM0715'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE
 FM0715'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1022 ***********************************************************************
 GL1022  DESIGNATION -  D 277
 GL1022  PID         -  GL1022
 GL1022  STATE/COUNTY-  NM/HARDING
 GL1022  USGS QUAD   -  MINNIE BUTTE (1973)
 GL1022
 GL1022                         *CURRENT SURVEY CONTROL
 GL1022  ___________________________________________________________________
 GL1022* NAD 83(1986)-  36 03 59.     (N)    103 34 33.     (W)     SCALED    
 GL1022* NAVD 88     -      1509.735  (meters)    4953.19   (feet)  ADJUSTED  
 GL1022  ___________________________________________________________________
 GL1022  GEOID HEIGHT-         -20.96  (meters)                     GEOID03
 GL1022  DYNAMIC HT  -        1507.943 (meters)    4947.31  (feet)  COMP
 GL1022  MODELED GRAV-     979,391.7   (mgal)                       NAVD 88
 GL1022
 GL1022  VERT ORDER  -  SECOND    CLASS 0
 GL1022
 GL1022.The horizontal coordinates were scaled from a topographic map and have
 GL1022.an estimated accuracy of +/- 6 seconds.
 GL1022
 GL1022.The orthometric height was determined by differential leveling
 GL1022.and adjusted by the National Geodetic Survey in June 1991..
 GL1022
 GL1022.The geoid height was determined by GEOID03.
 GL1022
 GL1022.The dynamic height is computed by dividing the NAVD 88
 GL1022.geopotential number by the normal gravity value computed on the
 GL1022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL1022.degrees latitude (g = 980.6199 gals.).
 GL1022
 GL1022.The modeled gravity was interpolated from observed gravity values.
 GL1022
 GL1022;                    North         East    Units  Estimated Accuracy
 GL1022;SPC NM E     -   562,150.      233,240.      MT  (+/- 180 meters Scaled)
 GL1022
 GL1022                          SUPERSEDED SURVEY CONTROL
 GL1022
 GL1022  NGVD 29 (??/??/92) 1509.053  (m)         4950.95   (f) ADJ UNCH    2 0
 GL1022
 GL1022.Superseded values are not recommended for survey control.
 GL1022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1022.See file dsdata.txt to determine how the superseded data were derived.
 GL1022
 GL1022_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFV282922(NAD 83)
 GL1022_MARKER: DB = BENCH MARK DISK
 GL1022_SETTING: 66 = SET IN ROCK OUTCROP
 GL1022_SP_SET: SANDSTONE ROCK
 GL1022_STAMPING: D 277 1955
 GL1022_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GL1022+STABILITY: POSITION/ELEVATION WELL
 GL1022
 GL1022  HISTORY     - Date     Condition        Report By
 GL1022  HISTORY     - 1955     MONUMENTED       CGS
 GL1022  HISTORY     - 1973     GOOD             USGS
 GL1022
 GL1022                          STATION DESCRIPTION
 GL1022
 GL1022'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GL1022'10.1 MI NE FROM BUEYEROS.
 GL1022'2.5 MILES NORTHEAST ALONG STATE HIGHWAY 57 FROM THE POST OFFICE AT
 GL1022'BUEYEROS, THENCE 7.6 MILES NORTHEAST ALONG A GRADED DIRT ROAD, 106
 GL1022'FEET SOUTHEAST OF THE CENTER LINE OF A ROAD, 205 FEET SOUTH OF A POWER
 GL1022'POLE, 0.15 MILE SOUTH OF A CATTLE GUARD, 1.5 FEET ABOVE THE GROUND,
 GL1022'SET IN THE TOP OF THE NORTH END OF A LARGE SANDSTONE ROCK. NOTE--
 GL1022'STATE HIGHWAY 57 IS NOW STATE HIGHWAY 102.
 GL1022
 GL1022                          STATION RECOVERY (1973)
 GL1022
 GL1022'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 GL1022'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1048 ***********************************************************************
 GL1048  DESIGNATION -  D 278
 GL1048  PID         -  GL1048
 GL1048  STATE/COUNTY-  NM/HARDING
 GL1048  USGS QUAD   -  YATES SE (1973)
 GL1048
 GL1048                         *CURRENT SURVEY CONTROL
 GL1048  ___________________________________________________________________
 GL1048* NAD 83(1986)-  36 03 23.     (N)    103 50 02.     (W)     SCALED    
 GL1048* NAVD 88     -      1660.848  (meters)    5448.97   (feet)  ADJUSTED  
 GL1048  ___________________________________________________________________
 GL1048  GEOID HEIGHT-         -20.10  (meters)                     GEOID03
 GL1048  DYNAMIC HT  -        1658.821 (meters)    5442.32  (feet)  COMP
 GL1048  MODELED GRAV-     979,352.4   (mgal)                       NAVD 88
 GL1048
 GL1048  VERT ORDER  -  SECOND    CLASS 0
 GL1048
 GL1048.The horizontal coordinates were scaled from a topographic map and have
 GL1048.an estimated accuracy of +/- 6 seconds.
 GL1048
 GL1048.The orthometric height was determined by differential leveling
 GL1048.and adjusted by the National Geodetic Survey in June 1991..
 GL1048
 GL1048.The geoid height was determined by GEOID03.
 GL1048
 GL1048.The dynamic height is computed by dividing the NAVD 88
 GL1048.geopotential number by the normal gravity value computed on the
 GL1048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL1048.degrees latitude (g = 980.6199 gals.).
 GL1048
 GL1048.The modeled gravity was interpolated from observed gravity values.
 GL1048
 GL1048;                    North         East    Units  Estimated Accuracy
 GL1048;SPC NM E     -   560,890.      210,000.      MT  (+/- 180 meters Scaled)
 GL1048
 GL1048                          SUPERSEDED SURVEY CONTROL
 GL1048
 GL1048  NGVD 29 (??/??/92) 1660.113  (m)         5446.55   (f) ADJ UNCH    2 0
 GL1048
 GL1048.Superseded values are not recommended for survey control.
 GL1048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1048.See file dsdata.txt to determine how the superseded data were derived.
 GL1048
 GL1048_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFV050908(NAD 83)
 GL1048_MARKER: DB = BENCH MARK DISK
 GL1048_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL1048_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL1048_STAMPING: D 278 1955
 GL1048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL1048+STABILITY: SURFACE MOTION
 GL1048
 GL1048  HISTORY     - Date     Condition        Report By
 GL1048  HISTORY     - 1955     MONUMENTED       CGS
 GL1048
 GL1048                          STATION DESCRIPTION
 GL1048
 GL1048'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GL1048'8.9 MI SE FROM YATES.
 GL1048'5.0 MILES SOUTH ALONG STATE HIGHWAY 120 FROM THE ABANDONED SCHOOL AT
 GL1048'YATES, THENCE 3.9 MILES EAST ALONG STATE HIGHWAY 57, ON THE OUTSIDE OF
 GL1048'A CURVE IN THE HIGHWAY, 51 FEET NORTHEAST OF THE CENTER LINE OF THE
 GL1048'HIGHWAY, 2 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 GL1048'POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0763 ***********************************************************************
 GL0763  DESIGNATION -  D 279
 GL0763  PID         -  GL0763
 GL0763  STATE/COUNTY-  NM/UNION
 GL0763  USGS QUAD   -  CLAPHAM (1966)
 GL0763
 GL0763                         *CURRENT SURVEY CONTROL
 GL0763  ___________________________________________________________________
 GL0763* NAD 83(1986)-  36 10 51.     (N)    103 20 40.     (W)     SCALED    
 GL0763* NAVD 88     -      1467.751  (meters)    4815.45   (feet)  ADJUSTED  
 GL0763  ___________________________________________________________________
 GL0763  GEOID HEIGHT-         -21.79  (meters)                     GEOID03
 GL0763  DYNAMIC HT  -        1465.996 (meters)    4809.69  (feet)  COMP
 GL0763  MODELED GRAV-     979,384.9   (mgal)                       NAVD 88
 GL0763
 GL0763  VERT ORDER  -  SECOND    CLASS 0
 GL0763
 GL0763.The horizontal coordinates were scaled from a topographic map and have
 GL0763.an estimated accuracy of +/- 6 seconds.
 GL0763
 GL0763.The orthometric height was determined by differential leveling
 GL0763.and adjusted by the National Geodetic Survey in June 1991..
 GL0763
 GL0763.The geoid height was determined by GEOID03.
 GL0763
 GL0763.The dynamic height is computed by dividing the NAVD 88
 GL0763.geopotential number by the normal gravity value computed on the
 GL0763.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0763.degrees latitude (g = 980.6199 gals.).
 GL0763
 GL0763.The modeled gravity was interpolated from observed gravity values.
 GL0763
 GL0763;                    North         East    Units  Estimated Accuracy
 GL0763;SPC NM E     -   575,040.      253,950.      MT  (+/- 180 meters Scaled)
 GL0763
 GL0763                          SUPERSEDED SURVEY CONTROL
 GL0763
 GL0763  NGVD 29 (??/??/92) 1467.046  (m)         4813.13   (f) ADJ UNCH    2 0
 GL0763
 GL0763.Superseded values are not recommended for survey control.
 GL0763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0763.See file dsdata.txt to determine how the superseded data were derived.
 GL0763
 GL0763_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA488052(NAD 83)
 GL0763_MARKER: DB = BENCH MARK DISK
 GL0763_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0763_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0763_STAMPING: D 279 1955
 GL0763_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0763+STABILITY: SURFACE MOTION
 GL0763
 GL0763  HISTORY     - Date     Condition        Report By
 GL0763  HISTORY     - 1955     MONUMENTED       CGS
 GL0763  HISTORY     - 1964     GOOD             NGS
 GL0763
 GL0763                          STATION DESCRIPTION
 GL0763
 GL0763'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 GL0763'1.8 MI NE FROM CLAPHAM.
 GL0763'1.8 MILES NORTHEAST ALONG A GRADED DIRT ROAD FROM THE SCHOOL AT
 GL0763'CLAPHAM, 70 FEET SOUTHEAST OF THE CENTER LINE OF A ROAD, 5 FEET
 GL0763'NORTHEAST OF A FENCE CORNER, 2.5 FEET WEST OF A WITNESS POST, SET IN
 GL0763'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0288 ***********************************************************************
 FN0288  DESIGNATION -  D 28 RESET
 FN0288  PID         -  FN0288
 FN0288  STATE/COUNTY-  NM/SANTA FE
 FN0288  USGS QUAD   -  GALISTEO (1966)
 FN0288
 FN0288                         *CURRENT SURVEY CONTROL
 FN0288  ___________________________________________________________________
 FN0288* NAD 83(1986)-  35 26 49.     (N)    105 55 12.     (W)     SCALED    
 FN0288* NAVD 88     -      1922.17   (+/-2cm)    6306.3    (feet)  VERTCON   
 FN0288  ___________________________________________________________________
 FN0288  GEOID HEIGHT-         -19.02  (meters)                     GEOID03
 FN0288
 FN0288  VERT ORDER  -  THIRD (See Below)
 FN0288
 FN0288.The horizontal coordinates were scaled from a topographic map and have
 FN0288.an estimated accuracy of +/- 6 seconds.
 FN0288
 FN0288.The NAVD 88 height was computed by applying the VERTCON shift value to
 FN0288.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FN0288.The vertical order pertains to the NGVD 29 superseded value.
 FN0288
 FN0288.The geoid height was determined by GEOID03.
 FN0288
 FN0288;                    North         East    Units  Estimated Accuracy
 FN0288;SPC NM C     -   493,210.      529,960.      MT  (+/- 180 meters Scaled)
 FN0288
 FN0288                          SUPERSEDED SURVEY CONTROL
 FN0288
 FN0288  NGVD 29 (??/??/??) 1921.18   (m)         6303.1    (f) RESET       3  
 FN0288
 FN0288.Superseded values are not recommended for survey control.
 FN0288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0288.See file dsdata.txt to determine how the superseded data were derived.
 FN0288
 FN0288_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV165229(NAD 83)
 FN0288_MARKER: DB = BENCH MARK DISK
 FN0288_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FN0288_SP_SET: CULVERT
 FN0288_STAMPING: D 28 RESET 1936
 FN0288_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FN0288
 FN0288  HISTORY     - Date     Condition        Report By
 FN0288  HISTORY     - 1936     MONUMENTED       ATSFRR
 FN0288
 FN0288                          STATION DESCRIPTION
 FN0288
 FN0288'DESCRIBED BY ATCHISON TOPEKA AND SANTA FE RAILROAD 1936
 FN0288'3.3 MI SW FROM LAMY.
 FN0288'ABOUT 3.3 MILES SOUTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 FN0288'RAILWAY FROM LAMY, ABOUT 1.2 MILES SOUTHWEST OF SPIESS, ABOUT 15 POLES
 FN0288'SOUTHWEST OF MILEPOST 838, AT 3- BY 3-FOOT BOX CULVERT 838 B, AND IN
 FN0288'THE TOP OF THE SOUTHEAST HEADWALL, A STANDARD DISK STAMPED D 28 RESET
 FN0288'1936.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0970 ***********************************************************************
 GL0970  DESIGNATION -  D 280
 GL0970  PID         -  GL0970
 GL0970  STATE/COUNTY-  NM/UNION
 GL0970  USGS QUAD   -  ARAGON HILL (1977)
 GL0970
 GL0970                         *CURRENT SURVEY CONTROL
 GL0970  ___________________________________________________________________
 GL0970* NAD 83(1986)-  36 12 20.     (N)    103 48 09.     (W)     SCALED    
 GL0970* NAVD 88     -      1709.108  (meters)    5607.30   (feet)  ADJUSTED  
 GL0970  ___________________________________________________________________
 GL0970  GEOID HEIGHT-         -19.86  (meters)                     GEOID03
 GL0970  DYNAMIC HT  -        1707.019 (meters)    5600.44  (feet)  COMP
 GL0970  MODELED GRAV-     979,349.1   (mgal)                       NAVD 88
 GL0970
 GL0970  VERT ORDER  -  SECOND    CLASS 0
 GL0970
 GL0970.The horizontal coordinates were scaled from a topographic map and have
 GL0970.an estimated accuracy of +/- 6 seconds.
 GL0970
 GL0970.The orthometric height was determined by differential leveling
 GL0970.and adjusted by the National Geodetic Survey in June 1991..
 GL0970
 GL0970.The geoid height was determined by GEOID03.
 GL0970
 GL0970.The dynamic height is computed by dividing the NAVD 88
 GL0970.geopotential number by the normal gravity value computed on the
 GL0970.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0970.degrees latitude (g = 980.6199 gals.).
 GL0970
 GL0970.The modeled gravity was interpolated from observed gravity values.
 GL0970
 GL0970;                    North         East    Units  Estimated Accuracy
 GL0970;SPC NM E     -   577,460.      212,730.      MT  (+/- 180 meters Scaled)
 GL0970
 GL0970                          SUPERSEDED SURVEY CONTROL
 GL0970
 GL0970  NGVD 29 (??/??/92) 1708.345  (m)         5604.80   (f) ADJ UNCH    2 0
 GL0970
 GL0970.Superseded values are not recommended for survey control.
 GL0970.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0970.See file dsdata.txt to determine how the superseded data were derived.
 GL0970
 GL0970_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA076074(NAD 83)
 GL0970_MARKER: DB = BENCH MARK DISK
 GL0970_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0970_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0970_STAMPING: D 280 1955
 GL0970_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0970+STABILITY: SURFACE MOTION
 GL0970
 GL0970  HISTORY     - Date     Condition        Report By
 GL0970  HISTORY     - 1955     MONUMENTED       CGS
 GL0970  HISTORY     - 1973     GOOD             USGS
 GL0970
 GL0970                          STATION DESCRIPTION
 GL0970
 GL0970'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GL0970'15.7 MI SE FROM GLADSTONE.
 GL0970'8.0 MILES EAST ALONG STATE HIGHWAY 58 FROM THE POST OFFICE AT
 GL0970'GLADSTONE, THENCE 5.6 MILES SOUTH ALONG STATE HIGHWAY 120, THENCE 2.1
 GL0970'MILES SOUTHEAST ALONG A GRADED DIRT ROAD, 46 FEET SOUTHWEST OF THE
 GL0970'CENTER LINE OF A ROAD, 41 FEET SOUTHWEST OF THE SOUTHWEST END OF A
 GL0970'CATTLE GUARD, 3 FEET SOUTHEAST OF A FENCE, 2 FEET NORTHEAST OF A
 GL0970'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4
 GL0970'FOOT ABOVE THE GROUND.  NOTE-- STATE HIGHWAY 58 IS NOW US HIGHWAY 56.
 GL0970
 GL0970                          STATION RECOVERY (1973)
 GL0970
 GL0970'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 GL0970'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1034 ***********************************************************************
 GL1034  DESIGNATION -  D 281
 GL1034  PID         -  GL1034
 GL1034  STATE/COUNTY-  NM/HARDING
 GL1034  USGS QUAD   -  BEENHAM SW (1977)
 GL1034
 GL1034                         *CURRENT SURVEY CONTROL
 GL1034  ___________________________________________________________________
 GL1034* NAD 83(1986)-  36 05 06.     (N)    103 43 27.     (W)     SCALED    
 GL1034* NAVD 88     -      1633.082  (meters)    5357.87   (feet)  ADJUSTED  
 GL1034  ___________________________________________________________________
 GL1034  GEOID HEIGHT-         -20.40  (meters)                     GEOID03
 GL1034  DYNAMIC HT  -        1631.121 (meters)    5351.44  (feet)  COMP
 GL1034  MODELED GRAV-     979,373.1   (mgal)                       NAVD 88
 GL1034
 GL1034  VERT ORDER  -  SECOND    CLASS 0
 GL1034
 GL1034.The horizontal coordinates were scaled from a topographic map and have
 GL1034.an estimated accuracy of +/- 6 seconds.
 GL1034
 GL1034.The orthometric height was determined by differential leveling
 GL1034.and adjusted by the National Geodetic Survey in June 1991..
 GL1034
 GL1034.The geoid height was determined by GEOID03.
 GL1034
 GL1034.The dynamic height is computed by dividing the NAVD 88
 GL1034.geopotential number by the normal gravity value computed on the
 GL1034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL1034.degrees latitude (g = 980.6199 gals.).
 GL1034
 GL1034.The modeled gravity was interpolated from observed gravity values.
 GL1034
 GL1034;                    North         East    Units  Estimated Accuracy
 GL1034;SPC NM E     -   564,120.      219,860.      MT  (+/- 180 meters Scaled)
 GL1034
 GL1034                          SUPERSEDED SURVEY CONTROL
 GL1034
 GL1034  NGVD 29 (??/??/92) 1632.382  (m)         5355.57   (f) ADJ UNCH    2 0
 GL1034
 GL1034.Superseded values are not recommended for survey control.
 GL1034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1034.See file dsdata.txt to determine how the superseded data were derived.
 GL1034
 GL1034_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFV148941(NAD 83)
 GL1034_MARKER: DB = BENCH MARK DISK
 GL1034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL1034_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL1034_STAMPING: D 281 1955
 GL1034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL1034+STABILITY: SURFACE MOTION
 GL1034
 GL1034  HISTORY     - Date     Condition        Report By
 GL1034  HISTORY     - 1955     MONUMENTED       CGS
 GL1034  HISTORY     - 1973     GOOD             USGS
 GL1034
 GL1034                          STATION DESCRIPTION
 GL1034
 GL1034'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GL1034'28.15 MI SE FROM GLADSTONE.
 GL1034'8.0 MILES EAST ALONG STATE HIGHWAY 58 FROM THE POST OFFICE AT
 GL1034'GLADSTONE, THENCE 5.6 MILES SOUTH ALONG STATE HIGHWAY 120, THENCE 2.1
 GL1034'MILES SOUTHEAST ALONG A GRADED DIRT ROAD, THENCE 12.45 MILES SOUTHEAST
 GL1034'ALONG A TRACK ROAD, 0.3 MILE WEST OF A RANCH HOUSE, AT THE UNION AND
 GL1034'HARDING COUNTY LINE, 46 FEET SOUTH OF THE CENTER OF A WIRE GATE, 46
 GL1034'FEET SOUTH OF THE CENTER LINE OF A ROAD, 3 FEET WEST OF A FENCE, 2.5
 GL1034'FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 GL1034'PROJECTS 0.4 FOOT ABOVE THE GROUND.  NOTE-- STATE HIGHWAY 58 IS NOW US
 GL1034'HIGHWAY 56.
 GL1034
 GL1034                          STATION RECOVERY (1973)
 GL1034
 GL1034'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 GL1034'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0729 ***********************************************************************
 GL0729  DESIGNATION -  D 282
 GL0729  PID         -  GL0729
 GL0729  STATE/COUNTY-  NM/UNION
 GL0729  USGS QUAD   -  TATE SCHOOL (1966)
 GL0729
 GL0729                         *CURRENT SURVEY CONTROL
 GL0729  ___________________________________________________________________
 GL0729* NAD 83(1986)-  36 18 39.     (N)    103 25 03.     (W)     SCALED    
 GL0729* NAVD 88     -      1623.854  (meters)    5327.59   (feet)  ADJUSTED  
 GL0729  ___________________________________________________________________
 GL0729  GEOID HEIGHT-         -21.29  (meters)                     GEOID03
 GL0729  DYNAMIC HT  -        1621.888 (meters)    5321.14  (feet)  COMP
 GL0729  MODELED GRAV-     979,363.7   (mgal)                       NAVD 88
 GL0729
 GL0729  VERT ORDER  -  SECOND    CLASS 0
 GL0729
 GL0729.The horizontal coordinates were scaled from a topographic map and have
 GL0729.an estimated accuracy of +/- 6 seconds.
 GL0729
 GL0729.The orthometric height was determined by differential leveling
 GL0729.and adjusted by the National Geodetic Survey in June 1991..
 GL0729
 GL0729.The geoid height was determined by GEOID03.
 GL0729
 GL0729.The dynamic height is computed by dividing the NAVD 88
 GL0729.geopotential number by the normal gravity value computed on the
 GL0729.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0729.degrees latitude (g = 980.6199 gals.).
 GL0729
 GL0729.The modeled gravity was interpolated from observed gravity values.
 GL0729
 GL0729;                    North         East    Units  Estimated Accuracy
 GL0729;SPC NM E     -   589,400.      247,240.      MT  (+/- 180 meters Scaled)
 GL0729
 GL0729                          SUPERSEDED SURVEY CONTROL
 GL0729
 GL0729  NGVD 29 (??/??/92) 1623.079  (m)         5325.05   (f) ADJ UNCH    2 0
 GL0729
 GL0729.Superseded values are not recommended for survey control.
 GL0729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0729.See file dsdata.txt to determine how the superseded data were derived.
 GL0729
 GL0729_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA420195(NAD 83)
 GL0729_MARKER: DB = BENCH MARK DISK
 GL0729_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0729_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0729_STAMPING: D 282 1955
 GL0729_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0729+STABILITY: SURFACE MOTION
 GL0729_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GL0729+SATELLITE: SATELLITE OBSERVATIONS - August 09, 2005
 GL0729
 GL0729  HISTORY     - Date     Condition        Report By
 GL0729  HISTORY     - 1955     MONUMENTED       CGS
 GL0729  HISTORY     - 20050809 GOOD             USPSQD
 GL0729
 GL0729                          STATION DESCRIPTION
 GL0729
 GL0729'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GL0729'21.6 MI SW FROM CLAYTON.
 GL0729'16.6 MILES SOUTHWEST ALONG STATE HIGHWAY 58 FROM THE COLORADO AND
 GL0729'SOUTHERN RAILROAD STATION AT CLAYTON, THENCE 0.6 MILE SOUTH ALONG A
 GL0729'GRADED DIRT ROAD, THENCE 0.2 MILE WEST ALONG OLD STATE HIGHWAY 58,
 GL0729'THENCE 1.2 MILES SOUTH ALONG OLD STATE HIGHWAY 58, THENCE 2.4 MILES
 GL0729'SOUTHEAST ALONG A TRACK ROAD, THENCE 0.6 MILE SOUTH ALONG A TRACK
 GL0729'ROAD, ON THE INSIDE OF A CURVE IN THE ROAD, 500 FEET NORTHWEST OF A
 GL0729'WINDMILL, 69 FEET NORTH OF THE CENTER LINE OF A TRACK ROAD, 50 FEET
 GL0729'EAST OF THE CENTER LINE OF A TRACK ROAD, 3 FEET SOUTH OF A WITNESS
 GL0729'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE
 GL0729'THE GROUND.
 GL0729
 GL0729                          STATION RECOVERY (2005)
 GL0729
 GL0729'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 GL0729'SAME AS LAST YEAR.  STILL GOOD.
 GL0729' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0501 ***********************************************************************
 FM0501  DESIGNATION -  D 283
 FM0501  PID         -  FM0501
 FM0501  STATE/COUNTY-  NM/UNION
 FM0501  USGS QUAD   -  AMISTAD (1971)
 FM0501
 FM0501                         *CURRENT SURVEY CONTROL
 FM0501  ___________________________________________________________________
 FM0501* NAD 83(1986)-  35 54 21.     (N)    103 09 39.     (W)     SCALED    
 FM0501* NAVD 88     -      1368.507  (meters)    4489.84   (feet)  ADJUSTED  
 FM0501  ___________________________________________________________________
 FM0501  GEOID HEIGHT-         -22.78  (meters)                     GEOID03
 FM0501  DYNAMIC HT  -        1366.875 (meters)    4484.49  (feet)  COMP
 FM0501  MODELED GRAV-     979,392.1   (mgal)                       NAVD 88
 FM0501
 FM0501  VERT ORDER  -  SECOND    CLASS 0
 FM0501
 FM0501.The horizontal coordinates were scaled from a topographic map and have
 FM0501.an estimated accuracy of +/- 6 seconds.
 FM0501
 FM0501.The orthometric height was determined by differential leveling
 FM0501.and adjusted by the National Geodetic Survey in June 1991..
 FM0501
 FM0501.The geoid height was determined by GEOID03.
 FM0501
 FM0501.The dynamic height is computed by dividing the NAVD 88
 FM0501.geopotential number by the normal gravity value computed on the
 FM0501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0501.degrees latitude (g = 980.6199 gals.).
 FM0501
 FM0501.The modeled gravity was interpolated from observed gravity values.
 FM0501
 FM0501;                    North         East    Units  Estimated Accuracy
 FM0501;SPC NM E     -   544,710.      270,840.      MT  (+/- 180 meters Scaled)
 FM0501
 FM0501                          SUPERSEDED SURVEY CONTROL
 FM0501
 FM0501  NGVD 29 (??/??/92) 1367.860  (m)         4487.72   (f) ADJ UNCH    2 0
 FM0501
 FM0501.Superseded values are not recommended for survey control.
 FM0501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0501.See file dsdata.txt to determine how the superseded data were derived.
 FM0501
 FM0501_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFV659750(NAD 83)
 FM0501_MARKER: DB = BENCH MARK DISK
 FM0501_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0501_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0501_STAMPING: D 283 1955
 FM0501_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0501+STABILITY: SURFACE MOTION
 FM0501
 FM0501  HISTORY     - Date     Condition        Report By
 FM0501  HISTORY     - 1955     MONUMENTED       CGS
 FM0501
 FM0501                          STATION DESCRIPTION
 FM0501
 FM0501'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 FM0501'1.1 MI S FROM AMISTAD.
 FM0501'0.3 MILE WEST ALONG AN OILED ROAD FROM THE PUBLIC SCHOOL AT AMISTAD,
 FM0501'THENCE 0.8 MILE SOUTH ALONG STATE HIGHWAY 18, 51 FEET WEST OF THE
 FM0501'CENTER LINE OF THE HIGHWAY, 39 FEET SOUTH OF THE CENTER LINE OF A
 FM0501'PRIVATE DRIVEWAY, 13 FEET EAST OF A POWER POLE, 3.5 FEET SOUTH OF A
 FM0501'FENCE CORNER, 1.9 FEET EAST OF A FENCE, 2.5 FEET NORTH OF A WITNESS
 FM0501'POST, AT A RANCH HOUSE, SET IN THE TOP OF A CONCRETE POST WHICH
 FM0501'PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0833 ***********************************************************************
 GL0833  DESIGNATION -  D 284
 GL0833  PID         -  GL0833
 GL0833  STATE/COUNTY-  NM/UNION
 GL0833  USGS QUAD   -  TEXLINE SOUTH (1970)
 GL0833
 GL0833                         *CURRENT SURVEY CONTROL
 GL0833  ___________________________________________________________________
 GL0833* NAD 83(1986)-  36 21 02.     (N)    103 06 44.     (W)     SCALED    
 GL0833* NAVD 88     -      1450.550  (meters)    4759.01   (feet)  ADJUSTED  
 GL0833  ___________________________________________________________________
 GL0833  GEOID HEIGHT-         -22.49  (meters)                     GEOID03
 GL0833  DYNAMIC HT  -        1448.835 (meters)    4753.39  (feet)  COMP
 GL0833  MODELED GRAV-     979,399.2   (mgal)                       NAVD 88
 GL0833
 GL0833  VERT ORDER  -  SECOND    CLASS 0
 GL0833
 GL0833.The horizontal coordinates were scaled from a topographic map and have
 GL0833.an estimated accuracy of +/- 6 seconds.
 GL0833
 GL0833.The orthometric height was determined by differential leveling
 GL0833.and adjusted by the National Geodetic Survey in June 1991..
 GL0833
 GL0833.The geoid height was determined by GEOID03.
 GL0833
 GL0833.The dynamic height is computed by dividing the NAVD 88
 GL0833.geopotential number by the normal gravity value computed on the
 GL0833.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0833.degrees latitude (g = 980.6199 gals.).
 GL0833
 GL0833.The modeled gravity was interpolated from observed gravity values.
 GL0833
 GL0833;                    North         East    Units  Estimated Accuracy
 GL0833;SPC NM E     -   594,110.      274,600.      MT  (+/- 180 meters Scaled)
 GL0833
 GL0833                          SUPERSEDED SURVEY CONTROL
 GL0833
 GL0833  NGVD 29 (??/??/92) 1449.851  (m)         4756.72   (f) ADJ UNCH    2 0
 GL0833
 GL0833.Superseded values are not recommended for survey control.
 GL0833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0833.See file dsdata.txt to determine how the superseded data were derived.
 GL0833
 GL0833_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA693244(NAD 83)
 GL0833_MARKER: DB = BENCH MARK DISK
 GL0833_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0833_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0833_STAMPING: D 284 1955
 GL0833_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0833+STABILITY: SURFACE MOTION
 GL0833
 GL0833  HISTORY     - Date     Condition        Report By
 GL0833  HISTORY     - 1955     MONUMENTED       CGS
 GL0833
 GL0833                          STATION DESCRIPTION
 GL0833
 GL0833'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GL0833'11.2 MI SE FROM CLAYTON.
 GL0833'7.4 MILES SOUTH ALONG STATE HIGHWAY 18 FROM THE COURTHOUSE AT CLAYTON,
 GL0833'THENCE 3.8 MILES EAST ALONG A GRADED DIRT ROAD, 24 FEET SOUTH OF THE
 GL0833'CENTER LINE OF A ROAD, 119.5 FEET WEST OF A POWER POLE, 2 FEET NORTH
 GL0833'OF A FENCE, 2.4 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A
 GL0833'CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0842 ***********************************************************************
 GL0842  DESIGNATION -  D 285
 GL0842  PID         -  GL0842
 GL0842  STATE/COUNTY-  NM/UNION
 GL0842  USGS QUAD   -  SEDAN (1970)
 GL0842
 GL0842                         *CURRENT SURVEY CONTROL
 GL0842  ___________________________________________________________________
 GL0842* NAD 83(1986)-  36 13 01.     (N)    103 09 02.     (W)     SCALED    
 GL0842* NAVD 88     -      1441.697  (meters)    4729.97   (feet)  ADJUSTED  
 GL0842  ___________________________________________________________________
 GL0842  GEOID HEIGHT-         -22.58  (meters)                     GEOID03
 GL0842  DYNAMIC HT  -        1439.973 (meters)    4724.31  (feet)  COMP
 GL0842  MODELED GRAV-     979,386.4   (mgal)                       NAVD 88
 GL0842
 GL0842  VERT ORDER  -  SECOND    CLASS 0
 GL0842
 GL0842.The horizontal coordinates were scaled from a topographic map and have
 GL0842.an estimated accuracy of +/- 6 seconds.
 GL0842
 GL0842.The orthometric height was determined by differential leveling
 GL0842.and adjusted by the National Geodetic Survey in June 1991..
 GL0842
 GL0842.The geoid height was determined by GEOID03.
 GL0842
 GL0842.The dynamic height is computed by dividing the NAVD 88
 GL0842.geopotential number by the normal gravity value computed on the
 GL0842.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0842.degrees latitude (g = 980.6199 gals.).
 GL0842
 GL0842.The modeled gravity was interpolated from observed gravity values.
 GL0842
 GL0842;                    North         East    Units  Estimated Accuracy
 GL0842;SPC NM E     -   579,240.      271,340.      MT  (+/- 180 meters Scaled)
 GL0842
 GL0842                          SUPERSEDED SURVEY CONTROL
 GL0842
 GL0842  NGVD 29 (??/??/92) 1440.998  (m)         4727.67   (f) ADJ UNCH    2 0
 GL0842
 GL0842.Superseded values are not recommended for survey control.
 GL0842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0842.See file dsdata.txt to determine how the superseded data were derived.
 GL0842
 GL0842_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA662095(NAD 83)
 GL0842_MARKER: DB = BENCH MARK DISK
 GL0842_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0842_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0842_STAMPING: D 285 1955
 GL0842_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0842+STABILITY: SURFACE MOTION
 GL0842
 GL0842  HISTORY     - Date     Condition        Report By
 GL0842  HISTORY     - 1955     MONUMENTED       CGS
 GL0842
 GL0842                          STATION DESCRIPTION
 GL0842
 GL0842'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GL0842'18.6 MI S FROM CLAYTON.
 GL0842'16.6 MILES SOUTH ALONG STATE HIGHWAY 18 FROM THE COURTHOUSE AT
 GL0842'CLAYTON, THENCE 2.0 MILES EAST ALONG A GRADED DIRT ROAD, 29 FEET NORTH
 GL0842'OF THE CENTER LINE OF AN EAST AND WEST ROAD, 51 FEET WEST OF THE
 GL0842'CENTER LINE OF A ROAD LEADING NORTH, 26 FEET WEST OF A POWER POLE, 2
 GL0842'FEET EAST OF A WITNESS POST, 2.5 FEET SOUTH OF A FENCE, SET IN THE TOP
 GL0842'OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0735 ***********************************************************************
 FM0735  DESIGNATION -  D 286
 FM0735  PID         -  FM0735
 FM0735  STATE/COUNTY-  NM/HARDING
 FM0735  USGS QUAD   -  BUEYEROS NE (1973)
 FM0735
 FM0735                         *CURRENT SURVEY CONTROL
 FM0735  ___________________________________________________________________
 FM0735* NAD 83(1986)-  35 59 56.     (N)    103 36 40.     (W)     SCALED    
 FM0735* NAVD 88     -      1446.054  (meters)    4744.26   (feet)  ADJUSTED  
 FM0735  ___________________________________________________________________
 FM0735  GEOID HEIGHT-         -21.00  (meters)                     GEOID03
 FM0735  DYNAMIC HT  -        1444.342 (meters)    4738.65  (feet)  COMP
 FM0735  MODELED GRAV-     979,397.5   (mgal)                       NAVD 88
 FM0735
 FM0735  VERT ORDER  -  SECOND    CLASS 0
 FM0735
 FM0735.The horizontal coordinates were scaled from a topographic map and have
 FM0735.an estimated accuracy of +/- 6 seconds.
 FM0735
 FM0735.The orthometric height was determined by differential leveling
 FM0735.and adjusted by the National Geodetic Survey in June 1991..
 FM0735
 FM0735.The geoid height was determined by GEOID03.
 FM0735
 FM0735.The dynamic height is computed by dividing the NAVD 88
 FM0735.geopotential number by the normal gravity value computed on the
 FM0735.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0735.degrees latitude (g = 980.6199 gals.).
 FM0735
 FM0735.The modeled gravity was interpolated from observed gravity values.
 FM0735
 FM0735;                    North         East    Units  Estimated Accuracy
 FM0735;SPC NM E     -   554,640.      230,110.      MT  (+/- 180 meters Scaled)
 FM0735
 FM0735                          SUPERSEDED SURVEY CONTROL
 FM0735
 FM0735  NGVD 29 (??/??/92) 1445.391  (m)         4742.09   (f) ADJ UNCH    2 0
 FM0735
 FM0735.Superseded values are not recommended for survey control.
 FM0735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0735.See file dsdata.txt to determine how the superseded data were derived.
 FM0735
 FM0735_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFV251847(NAD 83)
 FM0735_MARKER: DB = BENCH MARK DISK
 FM0735_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0735_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0735_STAMPING: D 286 1955
 FM0735_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0735+STABILITY: SURFACE MOTION
 FM0735
 FM0735  HISTORY     - Date     Condition        Report By
 FM0735  HISTORY     - 1955     MONUMENTED       CGS
 FM0735
 FM0735                          STATION DESCRIPTION
 FM0735
 FM0735'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 FM0735'5.0 MI E FROM BUEYEROS.
 FM0735'5.0 MILES EAST ALONG STATE HIGHWAY 57 FROM THE POST OFFICE AT
 FM0735'BUEYEROS, 50 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 52.5 FEET
 FM0735'WEST OF THE EXTENDED LINE OF A FENCE LEADING NORTH, 2.4 FEET NORTH OF
 FM0735'A FENCE, 2.4 FEET EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 FM0735'POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.  NOTE-- STATE HIGHWAY
 FM0735'57 IS NOW STATE HIGHWAY 102.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0578 ***********************************************************************
 FM0578  DESIGNATION -  D 287
 FM0578  PID         -  FM0578
 FM0578  STATE/COUNTY-  NM/HARDING
 FM0578  USGS QUAD   -  COTTONWOOD SPRINGS (1966)
 FM0578
 FM0578                         *CURRENT SURVEY CONTROL
 FM0578  ___________________________________________________________________
 FM0578* NAD 83(1986)-  35 59 57.     (N)    103 25 58.     (W)     SCALED    
 FM0578* NAVD 88     -      1545.757  (meters)    5071.37   (feet)  ADJUSTED  
 FM0578  ___________________________________________________________________
 FM0578  GEOID HEIGHT-         -21.54  (meters)                     GEOID03
 FM0578  DYNAMIC HT  -        1543.907 (meters)    5065.30  (feet)  COMP
 FM0578  MODELED GRAV-     979,381.0   (mgal)                       NAVD 88
 FM0578
 FM0578  VERT ORDER  -  SECOND    CLASS 0
 FM0578
 FM0578.The horizontal coordinates were scaled from a topographic map and have
 FM0578.an estimated accuracy of +/- 6 seconds.
 FM0578
 FM0578.The orthometric height was determined by differential leveling
 FM0578.and adjusted by the National Geodetic Survey in June 1991..
 FM0578
 FM0578.The geoid height was determined by GEOID03.
 FM0578
 FM0578.The dynamic height is computed by dividing the NAVD 88
 FM0578.geopotential number by the normal gravity value computed on the
 FM0578.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0578.degrees latitude (g = 980.6199 gals.).
 FM0578
 FM0578.The modeled gravity was interpolated from observed gravity values.
 FM0578
 FM0578;                    North         East    Units  Estimated Accuracy
 FM0578;SPC NM E     -   554,800.      246,190.      MT  (+/- 180 meters Scaled)
 FM0578
 FM0578                          SUPERSEDED SURVEY CONTROL
 FM0578
 FM0578  NGVD 29 (??/??/92) 1545.075  (m)         5069.13   (f) ADJ UNCH    2 0
 FM0578
 FM0578.Superseded values are not recommended for survey control.
 FM0578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0578.See file dsdata.txt to determine how the superseded data were derived.
 FM0578
 FM0578_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFV412849(NAD 83)
 FM0578_MARKER: DB = BENCH MARK DISK
 FM0578_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0578_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0578_STAMPING: D 287 1955
 FM0578_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0578+STABILITY: SURFACE MOTION
 FM0578
 FM0578  HISTORY     - Date     Condition        Report By
 FM0578  HISTORY     - 1955     MONUMENTED       CGS
 FM0578
 FM0578                          STATION DESCRIPTION
 FM0578
 FM0578'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 FM0578'15.0 MI E FROM BUEYEROS.
 FM0578'15.0 MILES EAST ALONG STATE HIGHWAY 57 FROM THE POST OFFICE AT
 FM0578'BUEYEROS, 0.75 MILE EAST OF A CATTLE GUARD, 0.3 MILE WEST OF A
 FM0578'JUNCTION WITH A ROAD LEADING SOUTH, 42 FEET NORTH OF THE CENTER LINE
 FM0578'OF THE HIGHWAY, 2 FEET EAST OF A WITNESS POST, 2 FEET SOUTH OF A
 FM0578'FENCE, 4 FEET BELOW THE LEVEL OF THE HIGHWAY, SET IN THE TOP OF A
 FM0578'CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0878 ***********************************************************************
 GL0878  DESIGNATION -  D 288
 GL0878  PID         -  GL0878
 GL0878  STATE/COUNTY-  NM/UNION
 GL0878  USGS QUAD   -  GLADSTONE NW (1973)
 GL0878
 GL0878                         *CURRENT SURVEY CONTROL
 GL0878  ___________________________________________________________________
 GL0878* NAD 83(1986)-  36 27 06.     (N)    103 52 59.     (W)     SCALED    
 GL0878* NAVD 88     -      1916.704  (meters)    6288.39   (feet)  ADJUSTED  
 GL0878  ___________________________________________________________________
 GL0878  GEOID HEIGHT-         -19.20  (meters)                     GEOID03
 GL0878  DYNAMIC HT  -        1914.325 (meters)    6280.58  (feet)  COMP
 GL0878  MODELED GRAV-     979,321.6   (mgal)                       NAVD 88
 GL0878
 GL0878  VERT ORDER  -  SECOND    CLASS 0
 GL0878
 GL0878.The horizontal coordinates were scaled from a topographic map and have
 GL0878.an estimated accuracy of +/- 6 seconds.
 GL0878
 GL0878.The orthometric height was determined by differential leveling
 GL0878.and adjusted by the National Geodetic Survey in June 1991..
 GL0878
 GL0878.The geoid height was determined by GEOID03.
 GL0878
 GL0878.The dynamic height is computed by dividing the NAVD 88
 GL0878.geopotential number by the normal gravity value computed on the
 GL0878.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0878.degrees latitude (g = 980.6199 gals.).
 GL0878
 GL0878.The modeled gravity was interpolated from observed gravity values.
 GL0878
 GL0878;                    North         East    Units  Estimated Accuracy
 GL0878;SPC NM E     -   604,730.      205,360.      MT  (+/- 180 meters Scaled)
 GL0878
 GL0878                          SUPERSEDED SURVEY CONTROL
 GL0878
 GL0878  NGVD 29 (??/??/92) 1915.849  (m)         6285.58   (f) ADJ UNCH    2 0
 GL0878
 GL0878.Superseded values are not recommended for survey control.
 GL0878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0878.See file dsdata.txt to determine how the superseded data were derived.
 GL0878
 GL0878_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA000346(NAD 83)
 GL0878_MARKER: DB = BENCH MARK DISK
 GL0878_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0878_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0878_STAMPING: D 288 1955
 GL0878_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0878+STABILITY: SURFACE MOTION
 GL0878
 GL0878  HISTORY     - Date     Condition        Report By
 GL0878  HISTORY     - 1955     MONUMENTED       CGS
 GL0878  HISTORY     - 1973     GOOD             USGS
 GL0878
 GL0878                          STATION DESCRIPTION
 GL0878
 GL0878'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GL0878'2.6 MI W FROM SOFIA.
 GL0878'2.1 MILES WEST ALONG A GRADED DIRT ROAD FROM THE SCHOOLHOUSE AT SOFIA,
 GL0878'THENCE 0.5 MILE WEST ALONG A TRACK ROAD, 0.5 MILE WEST OF A JUNCTION
 GL0878'WITH A ROAD LEADING SOUTH, 0.3 MILE NORTH OF A SMALL LAKE, 90 FEET
 GL0878'NORTH OF THE CENTER LINE OF A TRACK ROAD, 2.4 FEET SOUTH OF A FENCE,
 GL0878'2.4 FEET EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 GL0878'WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.  NOTE-- THE SCHOOL HOUSE AT
 GL0878'SOFIA HAS BEEN ABANDONED.  THE STARTING POINT IS NOW THE CROSSROADS AT
 GL0878'SOFIA, WHICH IS 0.4 MILE EAST OF THE SITE OF THE SCHOOL HOUSE.
 GL0878
 GL0878                          STATION RECOVERY (1973)
 GL0878
 GL0878'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 GL0878'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0894 ***********************************************************************
 GL0894  DESIGNATION -  D 289
 GL0894  PID         -  GL0894
 GL0894  STATE/COUNTY-  NM/UNION
 GL0894  USGS QUAD   -  TRIPOD MOUNTAIN (1973)
 GL0894
 GL0894                         *CURRENT SURVEY CONTROL
 GL0894  ___________________________________________________________________
 GL0894* NAD 83(1986)-  36 22 47.     (N)    103 38 55.     (W)     SCALED    
 GL0894* NAVD 88     -      1774.238  (meters)    5820.98   (feet)  ADJUSTED  
 GL0894  ___________________________________________________________________
 GL0894  GEOID HEIGHT-         -20.11  (meters)                     GEOID03
 GL0894  DYNAMIC HT  -        1772.062 (meters)    5813.84  (feet)  COMP
 GL0894  MODELED GRAV-     979,341.9   (mgal)                       NAVD 88
 GL0894
 GL0894  VERT ORDER  -  SECOND    CLASS 0
 GL0894
 GL0894.The horizontal coordinates were scaled from a topographic map and have
 GL0894.an estimated accuracy of +/- 6 seconds.
 GL0894
 GL0894.The orthometric height was determined by differential leveling
 GL0894.and adjusted by the National Geodetic Survey in June 1991..
 GL0894
 GL0894.The geoid height was determined by GEOID03.
 GL0894
 GL0894.The dynamic height is computed by dividing the NAVD 88
 GL0894.geopotential number by the normal gravity value computed on the
 GL0894.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0894.degrees latitude (g = 980.6199 gals.).
 GL0894
 GL0894.The modeled gravity was interpolated from observed gravity values.
 GL0894
 GL0894;                    North         East    Units  Estimated Accuracy
 GL0894;SPC NM E     -   596,870.      226,440.      MT  (+/- 180 meters Scaled)
 GL0894
 GL0894                          SUPERSEDED SURVEY CONTROL
 GL0894
 GL0894  NGVD 29 (??/??/92) 1773.416  (m)         5818.28   (f) ADJ UNCH    2 0
 GL0894
 GL0894.Superseded values are not recommended for survey control.
 GL0894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0894.See file dsdata.txt to determine how the superseded data were derived.
 GL0894
 GL0894_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA212269(NAD 83)
 GL0894_MARKER: DB = BENCH MARK DISK
 GL0894_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0894_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0894_STAMPING: D 289 1955
 GL0894_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0894+STABILITY: SURFACE MOTION
 GL0894
 GL0894  HISTORY     - Date     Condition        Report By
 GL0894  HISTORY     - 1955     MONUMENTED       CGS
 GL0894
 GL0894                          STATION DESCRIPTION
 GL0894
 GL0894'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GL0894'22.7 MI E FROM GLADSTONE.
 GL0894'18.5 MILES EAST ALONG STATE HIGHWAY 58 FROM THE POST OFFICE AT
 GL0894'GLADSTONE, THENCE 4.2 MILES NORTH ALONG STATE ROAD 120, 47 FEET EAST
 GL0894'OF THE CENTER LINE OF THE STATE ROAD, 2.3 MILES NORTH OF A WITNESS
 GL0894'POST, 2 FEET WEST OF A FENCE, SET IN THE TOP OF A CONCRETE POST WHICH
 GL0894'PROJECTS 0.6 FOOT ABOVE THE GROUND.  NOTE-- STATE HIGHWAY 58 HAS BEEN
 GL0894'CHANGED TO U.S. HIGHWAY 56.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0003 ***********************************************************************
 FO0003  DESIGNATION -  D 29
 FO0003  PID         -  FO0003
 FO0003  STATE/COUNTY-  NM/SANTA FE
 FO0003  USGS QUAD   -  AGUA FRIA (1993)
 FO0003
 FO0003                         *CURRENT SURVEY CONTROL
 FO0003  ___________________________________________________________________
 FO0003* NAD 83(1986)-  35 44 28.     (N)    106 02 28.     (W)     SCALED    
 FO0003* NAVD 88     -      1998.189  (meters)    6555.73   (feet)  ADJUSTED  
 FO0003  ___________________________________________________________________
 FO0003  GEOID HEIGHT-         -18.98  (meters)                     GEOID03
 FO0003  DYNAMIC HT  -        1995.402 (meters)    6546.58  (feet)  COMP
 FO0003  MODELED GRAV-     979,167.4   (mgal)                       NAVD 88
 FO0003
 FO0003  VERT ORDER  -  FIRST     CLASS II
 FO0003
 FO0003.The horizontal coordinates were scaled from a topographic map and have
 FO0003.an estimated accuracy of +/- 6 seconds.
 FO0003
 FO0003.The orthometric height was determined by differential leveling
 FO0003.and adjusted by the National Geodetic Survey in June 1991..
 FO0003
 FO0003.The geoid height was determined by GEOID03.
 FO0003
 FO0003.The dynamic height is computed by dividing the NAVD 88
 FO0003.geopotential number by the normal gravity value computed on the
 FO0003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0003.degrees latitude (g = 980.6199 gals.).
 FO0003
 FO0003.The modeled gravity was interpolated from observed gravity values.
 FO0003
 FO0003;                    North         East    Units  Estimated Accuracy
 FO0003;SPC NM C     -   525,810.      518,890.      MT  (+/- 180 meters Scaled)
 FO0003
 FO0003                          SUPERSEDED SURVEY CONTROL
 FO0003
 FO0003  NGVD 29 (??/??/92) 1997.122  (m)         6552.22   (f) ADJ UNCH    1 2
 FO0003
 FO0003.Superseded values are not recommended for survey control.
 FO0003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0003.See file dsdata.txt to determine how the superseded data were derived.
 FO0003
 FO0003_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV058557(NAD 83)
 FO0003_MARKER: DB = BENCH MARK DISK
 FO0003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FO0003_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FO0003_STAMPING: 6552.224 D 29 1933
 FO0003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO0003+STABILITY: SURFACE MOTION
 FO0003
 FO0003  HISTORY     - Date     Condition        Report By
 FO0003  HISTORY     - 1933     MONUMENTED       CGS
 FO0003  HISTORY     - 1934     GOOD             NGS
 FO0003
 FO0003                          STATION DESCRIPTION
 FO0003
 FO0003'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FO0003'9.2 MI NW FROM SANTA FE.
 FO0003'ABOUT 9.2 MILES NORTHWEST ALONG THE DENVER AND RIO GRADE WESTERN
 FO0003'RAILROAD FROM SANTA FE, SANTA FE COUNTY, ABOUT 2.9 MILES SOUTHEAST OF
 FO0003'JACONA, BETWEEN THE TWENTY-FIRST AND TWENTY-SECOND POLES SOUTHEAST OF
 FO0003'MILEPOST 396, AT THE WEST END OF A SIDE-HILL CUT, AND ABOUT 20 FEET
 FO0003'SOUTH OF THE CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED
 FO0003'6552.224 D 29 1933 AND SET IN THE TOP OF A CONCRETE POST.  NOTE--
 FO0003'ABOUT 20 POLES SOUTHEAST OF MILE-POST 396, SHOULD READ BETWEEN THE
 FO0003'21ST AND 22ND POLE SOUTHEAST OF MILEPOST 396.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0079 ***********************************************************************
 GM0079  DESIGNATION -  D 290
 GM0079  PID         -  GM0079
 GM0079  STATE/COUNTY-  NM/COLFAX
 GM0079  USGS QUAD   -  ABBOTT (1965)
 GM0079
 GM0079                         *CURRENT SURVEY CONTROL
 GM0079  ___________________________________________________________________
 GM0079* NAD 83(1986)-  36 18 21.     (N)    104 22 24.     (W)     SCALED    
 GM0079* NAVD 88     -      1843.232  (meters)    6047.34   (feet)  ADJUSTED  
 GM0079  ___________________________________________________________________
 GM0079  GEOID HEIGHT-         -18.96  (meters)                     GEOID03
 GM0079  DYNAMIC HT  -        1840.917 (meters)    6039.74  (feet)  COMP
 GM0079  MODELED GRAV-     979,310.2   (mgal)                       NAVD 88
 GM0079
 GM0079  VERT ORDER  -  SECOND    CLASS 0
 GM0079
 GM0079.The horizontal coordinates were scaled from a topographic map and have
 GM0079.an estimated accuracy of +/- 6 seconds.
 GM0079
 GM0079.The orthometric height was determined by differential leveling
 GM0079.and adjusted by the National Geodetic Survey in June 1991..
 GM0079
 GM0079.The geoid height was determined by GEOID03.
 GM0079
 GM0079.The dynamic height is computed by dividing the NAVD 88
 GM0079.geopotential number by the normal gravity value computed on the
 GM0079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GM0079.degrees latitude (g = 980.6199 gals.).
 GM0079
 GM0079.The modeled gravity was interpolated from observed gravity values.
 GM0079
 GM0079;                    North         East    Units  Estimated Accuracy
 GM0079;SPC NM E     -   588,450.      161,410.      MT  (+/- 180 meters Scaled)
 GM0079
 GM0079                          SUPERSEDED SURVEY CONTROL
 GM0079
 GM0079  NGVD 29 (??/??/92) 1842.439  (m)         6044.74   (f) ADJ UNCH    2 0
 GM0079
 GM0079.Superseded values are not recommended for survey control.
 GM0079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0079.See file dsdata.txt to determine how the superseded data were derived.
 GM0079
 GM0079_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEA562180(NAD 83)
 GM0079_MARKER: DB = BENCH MARK DISK
 GM0079_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GM0079_SP_SET: CATTLE GUARD
 GM0079_STAMPING: D 290 1956
 GM0079_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GM0079
 GM0079  HISTORY     - Date     Condition        Report By
 GM0079  HISTORY     - 1956     MONUMENTED       CGS
 GM0079
 GM0079                          STATION DESCRIPTION
 GM0079
 GM0079'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 GM0079'6.3 MI W FROM ABBOTT.
 GM0079'6.3 MILES WEST ALONG STATE HIGHWAY 58 FROM THE POST OFFICE AT ABBOTT,
 GM0079'71 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 10 FEET EAST OF THE
 GM0079'CENTER OF A STEEL CATTLE GUARD, 5 FEET NORTH OF A FENCE, SET IN THE
 GM0079'TOP OF THE NORTH END OF THE EAST CONCRETE HEADWALL OF THE CATTLE
 GM0079'GUARD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1074 ***********************************************************************
 GL1074  DESIGNATION -  D 291
 GL1074  PID         -  GL1074
 GL1074  STATE/COUNTY-  NM/UNION
 GL1074  USGS QUAD   -  LITTLE GRANDE (1972)
 GL1074
 GL1074                         *CURRENT SURVEY CONTROL
 GL1074  ___________________________________________________________________
 GL1074* NAD 83(1986)-  36 40 07.     (N)    103 45 52.     (W)     SCALED    
 GL1074* NAVD 88     -      1950.576  (meters)    6399.51   (feet)  ADJUSTED  
 GL1074  ___________________________________________________________________
 GL1074  GEOID HEIGHT-         -19.46  (meters)                     GEOID03
 GL1074  DYNAMIC HT  -        1948.155 (meters)    6391.57  (feet)  COMP
 GL1074  MODELED GRAV-     979,320.3   (mgal)                       NAVD 88
 GL1074
 GL1074  VERT ORDER  -  FIRST     CLASS II
 GL1074
 GL1074.The horizontal coordinates were scaled from a topographic map and have
 GL1074.an estimated accuracy of +/- 6 seconds.
 GL1074
 GL1074.The orthometric height was determined by differential leveling
 GL1074.and adjusted by the National Geodetic Survey in June 1991..
 GL1074
 GL1074.The geoid height was determined by GEOID03.
 GL1074
 GL1074.The dynamic height is computed by dividing the NAVD 88
 GL1074.geopotential number by the normal gravity value computed on the
 GL1074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL1074.degrees latitude (g = 980.6199 gals.).
 GL1074
 GL1074.The modeled gravity was interpolated from observed gravity values.
 GL1074
 GL1074;                    North         East    Units  Estimated Accuracy
 GL1074;SPC NM E     -   628,860.      215,850.      MT  (+/- 180 meters Scaled)
 GL1074
 GL1074                          SUPERSEDED SURVEY CONTROL
 GL1074
 GL1074  NGVD 29 (??/??/92) 1949.644  (m)         6396.46   (f) ADJ UNCH    1 2
 GL1074
 GL1074.Superseded values are not recommended for survey control.
 GL1074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1074.See file dsdata.txt to determine how the superseded data were derived.
 GL1074
 GL1074_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA104588(NAD 83)
 GL1074_MARKER: DB = BENCH MARK DISK
 GL1074_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL1074_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL1074_STAMPING: D 291 1955
 GL1074_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL1074+STABILITY: SURFACE MOTION
 GL1074
 GL1074  HISTORY     - Date     Condition        Report By
 GL1074  HISTORY     - 1955     MONUMENTED       CGS
 GL1074
 GL1074                          STATION DESCRIPTION
 GL1074
 GL1074'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GL1074'0.8 MI SE FROM GRANDE.
 GL1074'0.8 MILE SOUTHEAST ALONG THE COLORADO AND SOUTHERN RAILROAD FROM THE
 GL1074'SECTION FOREMANS HOUSE AT GRANDE, IN LINE WITH A ROW OF TELEPHONE
 GL1074'POLES, 40 FEET SOUTH OF THE SOUTH RAIL, 57 FEET NORTH OF A FENCE, 13.3
 GL1074'FEET WEST OF A TELEPHONE POLE, 1.4 FEET NORTH OF A WITNESS POST, 0.35
 GL1074'MILE WEST OF MILEPOST 301, SET IN THE TOP OF A CONCRETE POST WHICH
 GL1074'PROJECTS 0.8 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0158 ***********************************************************************
 FN0158  DESIGNATION -  D 291
 FN0158  PID         -  FN0158
 FN0158  STATE/COUNTY-  NM/SAN MIGUEL
 FN0158  USGS QUAD   -  MONTEZUMA (1961)
 FN0158
 FN0158                         *CURRENT SURVEY CONTROL
 FN0158  ___________________________________________________________________
 FN0158* NAD 83(1986)-  35 40 07.     (N)    105 20 46.     (W)     SCALED    
 FN0158* NAVD 88     -      2157.742  (meters)    7079.19   (feet)  ADJUSTED  
 FN0158  ___________________________________________________________________
 FN0158  GEOID HEIGHT-         -18.20  (meters)                     GEOID03
 FN0158  DYNAMIC HT  -        2154.703 (meters)    7069.22  (feet)  COMP
 FN0158  MODELED GRAV-     979,147.1   (mgal)                       NAVD 88
 FN0158
 FN0158  VERT ORDER  -  SECOND    CLASS 0
 FN0158
 FN0158.The horizontal coordinates were scaled from a topographic map and have
 FN0158.an estimated accuracy of +/- 6 seconds.
 FN0158
 FN0158.The orthometric height was determined by differential leveling
 FN0158.and adjusted by the National Geodetic Survey in June 1991..
 FN0158
 FN0158.The geoid height was determined by GEOID03.
 FN0158
 FN0158.The dynamic height is computed by dividing the NAVD 88
 FN0158.geopotential number by the normal gravity value computed on the
 FN0158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FN0158.degrees latitude (g = 980.6199 gals.).
 FN0158
 FN0158.The modeled gravity was interpolated from observed gravity values.
 FN0158
 FN0158;                    North         East    Units  Estimated Accuracy
 FN0158;SPC NM E     -   518,220.       73,310.      MT  (+/- 180 meters Scaled)
 FN0158
 FN0158                          SUPERSEDED SURVEY CONTROL
 FN0158
 FN0158  NGVD 29 (??/??/92) 2156.710  (m)         7075.81   (f) ADJ UNCH    2 0
 FN0158
 FN0158.Superseded values are not recommended for survey control.
 FN0158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0158.See file dsdata.txt to determine how the superseded data were derived.
 FN0158
 FN0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV686472(NAD 83)
 FN0158_MARKER: DB = BENCH MARK DISK
 FN0158_SETTING: 66 = SET IN ROCK OUTCROP
 FN0158_SP_SET: SET IN ROCK OUTCROP
 FN0158_STAMPING: D 291 1957
 FN0158_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FN0158+STABILITY: POSITION/ELEVATION WELL
 FN0158
 FN0158  HISTORY     - Date     Condition        Report By
 FN0158  HISTORY     - 1957     MONUMENTED       CGS
 FN0158
 FN0158                          STATION DESCRIPTION
 FN0158
 FN0158'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FN0158'0.9 MI SE FROM GALLINAS.
 FN0158'0.9 MILE SOUTHEAST ALONG STATE ROAD 65 FROM THE CATHOLIC CHURCH AT
 FN0158'GALLINAS, 0.1 MILE NORTH OF A RED FARMHOUSE, 51 FEET NORTHWEST OF THE
 FN0158'CENTER OF A GULCH, 80 FEET NORTH OF A TELEPHONE POLE, 38 FEET
 FN0158'NORTHEAST OF THE CENTER LINE OF THE STATE ROAD, 6 FEET ABOVE THE LEVEL
 FN0158'OF THE ROAD, 1.0 FOOT ABOVE THE GROUND, SET IN THE TOP OF THE SOUTH
 FN0158'CORNER OF A ROCK OUTCROP, IN SECTION 27, TOWNSHIP 17 NORTH, RANGE 15
 FN0158'EAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1234 ***********************************************************************
 GL1234  DESIGNATION -  D 292
 GL1234  PID         -  GL1234
 GL1234  STATE/COUNTY-  NM/UNION
 GL1234  USGS QUAD   -  CAPULIN (1972)
 GL1234
 GL1234                         *CURRENT SURVEY CONTROL
 GL1234  ___________________________________________________________________
 GL1234* NAD 83(1986)-  36 37 30.     (N)    103 56 11.     (W)     SCALED    
 GL1234* NAVD 88     -      2064.020  (meters)    6771.71   (feet)  ADJUSTED  
 GL1234  ___________________________________________________________________
 GL1234  GEOID HEIGHT-         -18.97  (meters)                     GEOID03
 GL1234  DYNAMIC HT  -        2061.397 (meters)    6763.10  (feet)  COMP
 GL1234  MODELED GRAV-     979,286.1   (mgal)                       NAVD 88
 GL1234
 GL1234  VERT ORDER  -  SECOND    CLASS 0
 GL1234
 GL1234.The horizontal coordinates were scaled from a topographic map and have
 GL1234.an estimated accuracy of +/- 6 seconds.
 GL1234
 GL1234.The orthometric height was determined by differential leveling
 GL1234.and adjusted by the National Geodetic Survey in June 1991..
 GL1234
 GL1234.The geoid height was determined by GEOID03.
 GL1234
 GL1234.The dynamic height is computed by dividing the NAVD 88
 GL1234.geopotential number by the normal gravity value computed on the
 GL1234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL1234.degrees latitude (g = 980.6199 gals.).
 GL1234
 GL1234.The modeled gravity was interpolated from observed gravity values.
 GL1234
 GL1234;                    North         East    Units  Estimated Accuracy
 GL1234;SPC NM E     -   623,940.      200,500.      MT  (+/- 180 meters Scaled)
 GL1234
 GL1234                          SUPERSEDED SURVEY CONTROL
 GL1234
 GL1234  NGVD 29 (??/??/92) 2063.034  (m)         6768.47   (f) ADJ UNCH    2 0
 GL1234
 GL1234.Superseded values are not recommended for survey control.
 GL1234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1234.See file dsdata.txt to determine how the superseded data were derived.
 GL1234
 GL1234_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEA951538(NAD 83)
 GL1234_MARKER: DB = BENCH MARK DISK
 GL1234_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL1234_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL1234_STAMPING: D 292 1955
 GL1234_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL1234+STABILITY: SURFACE MOTION
 GL1234
 GL1234  HISTORY     - Date     Condition        Report By
 GL1234  HISTORY     - 1955     MONUMENTED       CGS
 GL1234  HISTORY     - 1970     GOOD             AMS
 GL1234
 GL1234                          STATION DESCRIPTION
 GL1234
 GL1234'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GL1234'11.45 MI S FROM CAPULIN.
 GL1234'3.0 MILES EAST ALONG U.S. HIGHWAYS 64 AND 87 FROM THE POST OFFICE AT
 GL1234'CAPULIN, THENCE 8.45 MILES SOUTH ALONG A GRADED DIRT ROAD, 58 FEET
 GL1234'NORTHEAST OF THE NORTHEAST CORNER OF A RANCH HOUSE, 52 FEET SOUTH OF
 GL1234'THE CENTER LINE OF A ROAD LEADING WEST, 43 FEET WEST OF THE EXTENDED
 GL1234'CENTER LINE OF A ROAD LEADING NORTH, 19 FEET SOUTH OF A FENCE CORNER,
 GL1234'1.5 FEET EAST OF A FENCE, SET IN THE TOP OF A CONCRETE POST WHICH
 GL1234'PROJECTS 0.5 FOOT ABOVE THE GROUND.
 GL1234
 GL1234                          STATION RECOVERY (1970)
 GL1234
 GL1234'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1970
 GL1234'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0187 ***********************************************************************
 FN0187  DESIGNATION -  D 292
 FN0187  PID         -  FN0187
 FN0187  STATE/COUNTY-  NM/SAN MIGUEL
 FN0187  USGS QUAD   -  EL PORVENIR (1961)
 FN0187
 FN0187                         *CURRENT SURVEY CONTROL
 FN0187  ___________________________________________________________________
 FN0187* NAD 83(1986)-  35 39 11.     (N)    105 25 17.     (W)     SCALED    
 FN0187* NAVD 88     -      2212.364  (meters)    7258.40   (feet)  ADJUSTED  
 FN0187  ___________________________________________________________________
 FN0187  GEOID HEIGHT-         -17.97  (meters)                     GEOID03
 FN0187  DYNAMIC HT  -        2209.226 (meters)    7248.10  (feet)  COMP
 FN0187  MODELED GRAV-     979,135.4   (mgal)                       NAVD 88
 FN0187
 FN0187  VERT ORDER  -  SECOND    CLASS 0
 FN0187
 FN0187.The horizontal coordinates were scaled from a topographic map and have
 FN0187.an estimated accuracy of +/- 6 seconds.
 FN0187
 FN0187.The orthometric height was determined by differential leveling
 FN0187.and adjusted by the National Geodetic Survey in June 1991..
 FN0187
 FN0187.The geoid height was determined by GEOID03.
 FN0187
 FN0187.The dynamic height is computed by dividing the NAVD 88
 FN0187.geopotential number by the normal gravity value computed on the
 FN0187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FN0187.degrees latitude (g = 980.6199 gals.).
 FN0187
 FN0187.The modeled gravity was interpolated from observed gravity values.
 FN0187
 FN0187;                    North         East    Units  Estimated Accuracy
 FN0187;SPC NM E     -   516,570.       66,480.      MT  (+/- 180 meters Scaled)
 FN0187
 FN0187                          SUPERSEDED SURVEY CONTROL
 FN0187
 FN0187  NGVD 29 (??/??/92) 2211.318  (m)         7254.97   (f) ADJ UNCH    2 0
 FN0187
 FN0187.Superseded values are not recommended for survey control.
 FN0187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0187.See file dsdata.txt to determine how the superseded data were derived.
 FN0187
 FN0187_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV618455(NAD 83)
 FN0187_MARKER: DB = BENCH MARK DISK
 FN0187_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FN0187_SP_SET: CULVERT
 FN0187_STAMPING: D 292 1957
 FN0187_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FN0187
 FN0187  HISTORY     - Date     Condition        Report By
 FN0187  HISTORY     - 1957     MONUMENTED       CGS
 FN0187
 FN0187                          STATION DESCRIPTION
 FN0187
 FN0187'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FN0187'5.55 MI S FROM LAS GALLINAS RANGER STATION.
 FN0187'0.65 MILE SOUTHEAST ALONG STATE ROAD 65 FROM LAS GALLINAS RANGER
 FN0187'STATION, THENCE 4.9 MILES SOUTH ALONG A WINDING DIRT ROAD, AT THE
 FN0187'SOUTHEAST CORNER OF THE SANTA FE NATIONAL FOREST, 7 FEET EAST OF THE
 FN0187'CENTER LINE OF THE ROAD, SET IN THE TOP OF THE CENTER OF THE EAST
 FN0187'CONCRETE HEADWALL OF A STEEL CATTLE GUARD, ON THE DIVIDING LINE
 FN0187'BETWEEN SECTIONS 1 AND 6, TOWNSHIPS 16 AND 17 NORTH, RANGE 14 EAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0909 ***********************************************************************
 GL0909  DESIGNATION -  D 293
 GL0909  PID         -  GL0909
 GL0909  STATE/COUNTY-  NM/UNION
 GL0909  USGS QUAD   -  GLADSTONE NW (1973)
 GL0909
 GL0909                         *CURRENT SURVEY CONTROL
 GL0909  ___________________________________________________________________
 GL0909* NAD 83(1986)-  36 23 23.     (N)    103 53 06.     (W)     SCALED    
 GL0909* NAVD 88     -      1973.379  (meters)    6474.33   (feet)  ADJUSTED  
 GL0909  ___________________________________________________________________
 GL0909  GEOID HEIGHT-         -19.27  (meters)                     GEOID03
 GL0909  DYNAMIC HT  -        1970.956 (meters)    6466.38  (feet)  COMP
 GL0909  MODELED GRAV-     979,332.6   (mgal)                       NAVD 88
 GL0909
 GL0909  VERT ORDER  -  SECOND    CLASS 0
 GL0909
 GL0909.The horizontal coordinates were scaled from a topographic map and have
 GL0909.an estimated accuracy of +/- 6 seconds.
 GL0909
 GL0909.The orthometric height was determined by differential leveling
 GL0909.and adjusted by the National Geodetic Survey in June 1991..
 GL0909
 GL0909.The geoid height was determined by GEOID03.
 GL0909
 GL0909.The dynamic height is computed by dividing the NAVD 88
 GL0909.geopotential number by the normal gravity value computed on the
 GL0909.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0909.degrees latitude (g = 980.6199 gals.).
 GL0909
 GL0909.The modeled gravity was interpolated from observed gravity values.
 GL0909
 GL0909;                    North         East    Units  Estimated Accuracy
 GL0909;SPC NM E     -   597,850.      205,220.      MT  (+/- 180 meters Scaled)
 GL0909
 GL0909                          SUPERSEDED SURVEY CONTROL
 GL0909
 GL0909  NGVD 29 (??/??/92) 1972.575  (m)         6471.69   (f) ADJ UNCH    2 0
 GL0909
 GL0909.Superseded values are not recommended for survey control.
 GL0909.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0909.See file dsdata.txt to determine how the superseded data were derived.
 GL0909
 GL0909_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEA999277(NAD 83)
 GL0909_MARKER: DB = BENCH MARK DISK
 GL0909_SETTING: 66 = SET IN ROCK OUTCROP
 GL0909_SP_SET: ROCK OUTCROP
 GL0909_STAMPING: D 293 1955
 GL0909_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GL0909+STABILITY: POSITION/ELEVATION WELL
 GL0909
 GL0909  HISTORY     - Date     Condition        Report By
 GL0909  HISTORY     - 1955     MONUMENTED       CGS
 GL0909
 GL0909                          STATION DESCRIPTION
 GL0909
 GL0909'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GL0909'7.2 MI SW FROM SOFIA.
 GL0909'0.4 MILE EAST ALONG A GRAVELED ROAD FROM THE SCHOOLHOUSE AT SOFIA,
 GL0909'THENCE 1.0 MILE SOUTH ALONG A GRADED DIRT ROAD, THENCE 1.0 MILE WEST
 GL0909'ALONG A GRADED DIRT ROAD, THENCE 0.9 MILE SOUTH ALONG A TRACK ROAD,
 GL0909'THENCE 1.0 MILE WEST ALONG A TRACK ROAD, THENCE 1.0 MILE SOUTH ALONG A
 GL0909'DIM FIELD ROAD, THENCE 0.2 MILE SOUTH ALONG A FENCE, THENCE 1.7 MILES
 GL0909'SOUTHWEST ALONG A DIM TRACK ROAD, 0.1 MILE WEST OF A DRAW, 430 FEET
 GL0909'SOUTHWEST OF A PROMINENT ROCK OUTCROP, 39 FEET NORTH OF THE CENTER
 GL0909'LINE OF A TRACK ROAD, 0.3 FOOT ABOVE THE GROUND, SET IN THE TOP OF A
 GL0909'3X5 FOOT LAVA ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0276 ***********************************************************************
 FN0276  DESIGNATION -  D 293
 FN0276  PID         -  FN0276
 FN0276  STATE/COUNTY-  NM/SAN MIGUEL
 FN0276  USGS QUAD   -  SAN JOSE (1989)
 FN0276
 FN0276                         *CURRENT SURVEY CONTROL
 FN0276  ___________________________________________________________________
 FN0276* NAD 83(1986)-  35 26 24.     (N)    105 29 17.     (W)     SCALED    
 FN0276* NAVD 88     -      1972.537  (meters)    6471.57   (feet)  ADJUSTED  
 FN0276  ___________________________________________________________________
 FN0276  GEOID HEIGHT-         -18.73  (meters)                     GEOID03
 FN0276  DYNAMIC HT  -        1969.828 (meters)    6462.68  (feet)  COMP
 FN0276  MODELED GRAV-     979,189.6   (mgal)                       NAVD 88
 FN0276
 FN0276  VERT ORDER  -  SECOND    CLASS 0
 FN0276
 FN0276.The horizontal coordinates were scaled from a topographic map and have
 FN0276.an estimated accuracy of +/- 6 seconds.
 FN0276
 FN0276.The orthometric height was determined by differential leveling
 FN0276.and adjusted by the National Geodetic Survey in June 1991..
 FN0276
 FN0276.The geoid height was determined by GEOID03.
 FN0276
 FN0276.The dynamic height is computed by dividing the NAVD 88
 FN0276.geopotential number by the normal gravity value computed on the
 FN0276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FN0276.degrees latitude (g = 980.6199 gals.).
 FN0276
 FN0276.The modeled gravity was interpolated from observed gravity values.
 FN0276
 FN0276;                    North         East    Units  Estimated Accuracy
 FN0276;SPC NM E     -   493,000.       60,160.      MT  (+/- 180 meters Scaled)
 FN0276
 FN0276                          SUPERSEDED SURVEY CONTROL
 FN0276
 FN0276  NGVD 29 (??/??/92) 1971.618  (m)         6468.55   (f) ADJ UNCH    2 0
 FN0276
 FN0276.Superseded values are not recommended for survey control.
 FN0276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0276.See file dsdata.txt to determine how the superseded data were derived.
 FN0276
 FN0276_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV557219(NAD 83)
 FN0276_MARKER: DB = BENCH MARK DISK
 FN0276_SETTING: 66 = SET IN ROCK OUTCROP
 FN0276_SP_SET: SET IN ROCK OUTCROP
 FN0276_STAMPING: D 293 1957
 FN0276_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FN0276+STABILITY: POSITION/ELEVATION WELL
 FN0276
 FN0276  HISTORY     - Date     Condition        Report By
 FN0276  HISTORY     - 1957     MONUMENTED       CGS
 FN0276  HISTORY     - 19860401 GOOD             USGS
 FN0276
 FN0276                          STATION DESCRIPTION
 FN0276
 FN0276'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FN0276'3.35 MI NE FROM SANDS.
 FN0276'0.1 MILE NORTHEAST ACROSS A PASTURE FROM THE ATCHISON, TOPEKA AND
 FN0276'SANTA FE RAILROAD STATION SIGN AT SANDS, THENCE 0.45 MILE EAST ALONG
 FN0276'U.S. HIGHWAYS 84 AND 85, THENCE 2.8 MILES NORTHEAST ALONG A WINDING
 FN0276'DIRT ROAD, 119 FEET NORTHWEST OF A POWER POLE, AT A POWER LINE
 FN0276'CROSSING, 0.25 MILE SOUTH OF A ROAD JUNCTION, 0.15 MILE SOUTH OF A
 FN0276'WIRE GATE WHICH IS ACROSS THE ROAD, 65 FEET NORTH OF THE CENTER OF A
 FN0276'GATE, 28 FEET EAST OF THE CENTER LINE OF THE ROAD, 20 FEET EAST OF A
 FN0276'FENCE, FLUSH WITH THE GROUND, SET IN THE TOP OF A FLAT ROCK OUTCROP,
 FN0276'IN THE SOUTHWEST 1/4 OF SECTION 17, TOWNSHIP 14 NORTH, RANGE 14 EAST.
 FN0276
 FN0276                          STATION RECOVERY (1986)
 FN0276
 FN0276'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986 (DRG)
 FN0276'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0368 ***********************************************************************
 GM0368  DESIGNATION -  D 294
 GM0368  PID         -  GM0368
 GM0368  STATE/COUNTY-  NM/MORA
 GM0368  USGS QUAD   -  COMANCHE PEAK (1994)
 GM0368
 GM0368                         *CURRENT SURVEY CONTROL
 GM0368  ___________________________________________________________________
 GM0368* NAD 83(1986)-  36 04 25.     (N)    105 15 39.     (W)     SCALED    
 GM0368* NAVD 88     -      2252.067  (meters)    7388.66   (feet)  ADJUSTED  
 GM0368  ___________________________________________________________________
 GM0368  GEOID HEIGHT-         -17.65  (meters)                     GEOID03
 GM0368  DYNAMIC HT  -        2248.880 (meters)    7378.20  (feet)  COMP
 GM0368  MODELED GRAV-     979,136.6   (mgal)                       NAVD 88
 GM0368
 GM0368  VERT ORDER  -  SECOND    CLASS 0
 GM0368
 GM0368.The horizontal coordinates were scaled from a topographic map and have
 GM0368.an estimated accuracy of +/- 6 seconds.
 GM0368
 GM0368.The orthometric height was determined by differential leveling
 GM0368.and adjusted by the National Geodetic Survey in June 1991..
 GM0368
 GM0368.The geoid height was determined by GEOID03.
 GM0368
 GM0368.The dynamic height is computed by dividing the NAVD 88
 GM0368.geopotential number by the normal gravity value computed on the
 GM0368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GM0368.degrees latitude (g = 980.6199 gals.).
 GM0368
 GM0368.The modeled gravity was interpolated from observed gravity values.
 GM0368
 GM0368;                    North         East    Units  Estimated Accuracy
 GM0368;SPC NM E     -   563,080.       81,460.      MT  (+/- 180 meters Scaled)
 GM0368
 GM0368                          SUPERSEDED SURVEY CONTROL
 GM0368
 GM0368  NGVD 29 (??/??/92) 2250.907  (m)         7384.85   (f) ADJ UNCH    2 0
 GM0368
 GM0368.Superseded values are not recommended for survey control.
 GM0368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0368.See file dsdata.txt to determine how the superseded data were derived.
 GM0368
 GM0368_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV765921(NAD 83)
 GM0368_MARKER: DB = BENCH MARK DISK
 GM0368_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GM0368_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GM0368_STAMPING: D 294 1957
 GM0368_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GM0368+STABILITY: SURFACE MOTION
 GM0368
 GM0368  HISTORY     - Date     Condition        Report By
 GM0368  HISTORY     - 1957     MONUMENTED       CGS
 GM0368
 GM0368                          STATION DESCRIPTION
 GM0368
 GM0368'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GM0368'8.50 MI NE FROM MORA.
 GM0368'ABOUT 8.50 MILES NORTHEAST ALONG STATE HIGHWAY 38 FROM THE JUNCTION OF
 GM0368'STATE HIGHWAY 3 AT MORA, 18 FEET SOUTHEAST OF THE CENTER LINE OF THE
 GM0368'HIGHWAY, 93 FEET SOUTHWEST OF A T FENCE LINE, 8 1/2 FEET NORTH OF THE
 GM0368'NORTH CORNER OF AN ABANDONED ADOBE HOUSE, 2 1/2 FEET SOUTHEAST OF A
 GM0368'FENCE LINE, 2 FEET SOUTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT 2
 GM0368'FEET ABOVE THE LEVEL OF THE HIGHWAY AND IN THE TOP OF A CONCRETE POST
 GM0368'WHICH PROJECTS 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0243 ***********************************************************************
 GM0243  DESIGNATION -  D 295
 GM0243  PID         -  GM0243
 GM0243  STATE/COUNTY-  NM/COLFAX
 GM0243  USGS QUAD   -  TOUCH-ME-NOT MOUNTAIN (1987)
 GM0243
 GM0243                         *CURRENT SURVEY CONTROL
 GM0243  ___________________________________________________________________
 GM0243* NAD 83(1986)-  36 32 16.     (N)    105 13 23.     (W)     SCALED    
 GM0243* NAVD 88     -      2461.695  (meters)    8076.41   (feet)  ADJUSTED  
 GM0243  ___________________________________________________________________
 GM0243  GEOID HEIGHT-         -16.66  (meters)                     GEOID03
 GM0243  DYNAMIC HT  -        2458.201 (meters)    8064.95  (feet)  COMP
 GM0243  MODELED GRAV-     979,124.0   (mgal)                       NAVD 88
 GM0243
 GM0243  VERT ORDER  -  FIRST     CLASS II
 GM0243
 GM0243.The horizontal coordinates were scaled from a topographic map and have
 GM0243.an estimated accuracy of +/- 6 seconds.
 GM0243
 GM0243.The orthometric height was determined by differential leveling
 GM0243.and adjusted by the National Geodetic Survey in June 1991..
 GM0243
 GM0243.The geoid height was determined by GEOID03.
 GM0243
 GM0243.The dynamic height is computed by dividing the NAVD 88
 GM0243.geopotential number by the normal gravity value computed on the
 GM0243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GM0243.degrees latitude (g = 980.6199 gals.).
 GM0243
 GM0243.The modeled gravity was interpolated from observed gravity values.
 GM0243
 GM0243;                    North         East    Units  Estimated Accuracy
 GM0243;SPC NM E     -   614,560.       85,330.      MT  (+/- 180 meters Scaled)
 GM0243
 GM0243                          SUPERSEDED SURVEY CONTROL
 GM0243
 GM0243  NGVD 29 (??/??/92) 2460.462  (m)         8072.37   (f) ADJ UNCH    1 2
 GM0243
 GM0243.Superseded values are not recommended for survey control.
 GM0243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0243.See file dsdata.txt to determine how the superseded data were derived.
 GM0243
 GM0243_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDA800436(NAD 83)
 GM0243_MARKER: DB = BENCH MARK DISK
 GM0243_SETTING: 66 = SET IN ROCK OUTCROP
 GM0243_SP_SET: ROCK LEDGE
 GM0243_STAMPING: D 295 1957
 GM0243_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GM0243+STABILITY: POSITION/ELEVATION WELL
 GM0243
 GM0243  HISTORY     - Date     Condition        Report By
 GM0243  HISTORY     - 1957     MONUMENTED       CGS
 GM0243
 GM0243                          STATION DESCRIPTION
 GM0243
 GM0243'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GM0243'3.1 MI E FROM EAGLE NEST.
 GM0243'ABOUT 3.1 MILES EAST ALONG U.S. HIGHWAY 64 FROM THE JUNCTION OF STATE
 GM0243'HIGHWAY 38 AT EAGLE NEST, 0.95 MILE EAST OF THERMA PASS, 27 FEET NORTH
 GM0243'OF THE CENTER LINE OF THE HIGHWAY, 92 FEET EAST OF THE EXTENDED CENTER
 GM0243'LINE OF THE DRIVEWAY LEADING TO THE RESIDENCE OF THE CARETAKER OF
 GM0243'EAGLE NEST DAM, 101 FEET WEST OF THE CENTER LINE OF A TRACK ROAD
 GM0243'NORTH, 8 FEET ABOVE THE HIGHWAY AND IN THE TOP OF A ROCK LEDGE WHICH
 GM0243'PROJECTS FROM THE CUT BANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0615 ***********************************************************************
 FM0615  DESIGNATION -  D 296
 FM0615  PID         -  FM0615
 FM0615  STATE/COUNTY-  NM/HARDING
 FM0615  USGS QUAD   -  LOGAN NORTH (1989)
 FM0615
 FM0615                         *CURRENT SURVEY CONTROL
 FM0615  ___________________________________________________________________
 FM0615* NAD 83(1986)-  35 25 08.     (N)    103 29 11.     (W)     SCALED    
 FM0615* NAVD 88     -      1196.718  (meters)    3926.23   (feet)  ADJUSTED  
 FM0615  ___________________________________________________________________
 FM0615  GEOID HEIGHT-         -23.00  (meters)                     GEOID03
 FM0615  DYNAMIC HT  -        1195.277 (meters)    3921.50  (feet)  COMP
 FM0615  MODELED GRAV-     979,388.3   (mgal)                       NAVD 88
 FM0615
 FM0615  VERT ORDER  -  SECOND    CLASS 0
 FM0615
 FM0615.The horizontal coordinates were scaled from a topographic map and have
 FM0615.an estimated accuracy of +/- 6 seconds.
 FM0615
 FM0615.The orthometric height was determined by differential leveling
 FM0615.and adjusted by the National Geodetic Survey in June 1991..
 FM0615
 FM0615.The geoid height was determined by GEOID03.
 FM0615
 FM0615.The dynamic height is computed by dividing the NAVD 88
 FM0615.geopotential number by the normal gravity value computed on the
 FM0615.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0615.degrees latitude (g = 980.6199 gals.).
 FM0615
 FM0615.The modeled gravity was interpolated from observed gravity values.
 FM0615
 FM0615;                    North         East    Units  Estimated Accuracy
 FM0615;SPC NM E     -   490,380.      241,910.      MT  (+/- 180 meters Scaled)
 FM0615
 FM0615                          SUPERSEDED SURVEY CONTROL
 FM0615
 FM0615  NGVD 29 (??/??/92) 1196.147  (m)         3924.36   (f) ADJ UNCH    2 0
 FM0615
 FM0615.Superseded values are not recommended for survey control.
 FM0615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0615.See file dsdata.txt to determine how the superseded data were derived.
 FM0615
 FM0615_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFV374205(NAD 83)
 FM0615_MARKER: DB = BENCH MARK DISK
 FM0615_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0615_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0615_STAMPING: D 296 1957
 FM0615_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0615+STABILITY: SURFACE MOTION
 FM0615
 FM0615  HISTORY     - Date     Condition        Report By
 FM0615  HISTORY     - 1957     MONUMENTED       CGS
 FM0615  HISTORY     - 19860417 POOR             USGS
 FM0615
 FM0615                          STATION DESCRIPTION
 FM0615
 FM0615'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FM0615'6.55 MI NW FROM LOGAN.
 FM0615'ABOUT 2.5 MILES NORTH ALONG STATE HIGHWAY 39 FROM THE JUNCTION OF U.S.
 FM0615'HIGHWAY 54 AT LOGAN, THENCE 3.05 MILES WEST ALONG A ROAD, THENCE 1.0
 FM0615'MILE NORTH ALONG A ROAD, IN SECTION 24, T. 14 N., R. 32 E., 31 FEET
 FM0615'WEST OF THE CENTER LINE OF THE ROAD, 198 FEET NORTH OF THE CENTER LINE
 FM0615'OF AN EAST-WEST CROSS ROAD, 109 FEET NORTHEAST OF THE NORTHEAST CORNER
 FM0615'OF AN OLD ABANDONED HOUSE, 6 FEET NORTHEAST OF A POWER POLE WITH
 FM0615'TRANSFORMER, 2 FEET EAST OF THE FENCE LINE, 1 1/2 FEET SOUTH OF A
 FM0615'WHITE WOODEN WITNESS POST, 1 FOOT ABOVE THE LEVEL OF THE ROAD AND IN
 FM0615'THE TOP OF A CONCRETE POST WHICH PROJECTS 5 INCHES.
 FM0615
 FM0615                          STATION RECOVERY (1986)
 FM0615
 FM0615'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986 (RV)
 FM0615'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0776 ***********************************************************************
 FM0776  DESIGNATION -  D 297
 FM0776  PID         -  FM0776
 FM0776  STATE/COUNTY-  NM/HARDING
 FM0776  USGS QUAD   -  BUFFALO SPRINGS (1969)
 FM0776
 FM0776                         *CURRENT SURVEY CONTROL
 FM0776  ___________________________________________________________________
 FM0776* NAD 83(1986)-  35 38 58.     (N)    103 44 33.     (W)     SCALED    
 FM0776* NAVD 88     -      1292.017  (meters)    4238.89   (feet)  ADJUSTED  
 FM0776  ___________________________________________________________________
 FM0776  GEOID HEIGHT-         -21.85  (meters)                     GEOID03
 FM0776  DYNAMIC HT  -        1290.456 (meters)    4233.77  (feet)  COMP
 FM0776  MODELED GRAV-     979,380.2   (mgal)                       NAVD 88
 FM0776
 FM0776  VERT ORDER  -  SECOND    CLASS 0
 FM0776
 FM0776.The horizontal coordinates were scaled from a topographic map and have
 FM0776.an estimated accuracy of +/- 6 seconds.
 FM0776
 FM0776.The orthometric height was determined by differential leveling
 FM0776.and adjusted by the National Geodetic Survey in June 1991..
 FM0776
 FM0776.The geoid height was determined by GEOID03.
 FM0776
 FM0776.The dynamic height is computed by dividing the NAVD 88
 FM0776.geopotential number by the normal gravity value computed on the
 FM0776.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0776.degrees latitude (g = 980.6199 gals.).
 FM0776
 FM0776.The modeled gravity was interpolated from observed gravity values.
 FM0776
 FM0776;                    North         East    Units  Estimated Accuracy
 FM0776;SPC NM E     -   515,790.      218,500.      MT  (+/- 180 meters Scaled)
 FM0776
 FM0776                          SUPERSEDED SURVEY CONTROL
 FM0776
 FM0776  NGVD 29 (??/??/92) 1291.388  (m)         4236.83   (f) ADJ UNCH    2 0
 FM0776
 FM0776.Superseded values are not recommended for survey control.
 FM0776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0776.See file dsdata.txt to determine how the superseded data were derived.
 FM0776
 FM0776_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFV138457(NAD 83)
 FM0776_MARKER: DB = BENCH MARK DISK
 FM0776_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0776_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0776_STAMPING: D 297 1957
 FM0776_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0776+STABILITY: SURFACE MOTION
 FM0776
 FM0776  HISTORY     - Date     Condition        Report By
 FM0776  HISTORY     - 1957     MONUMENTED       CGS
 FM0776
 FM0776                          STATION DESCRIPTION
 FM0776
 FM0776'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FM0776'21.5 MI SE FROM MOSQUERO.
 FM0776'ABOUT 21.5 MILES SOUTHEAST ALONG STATE HIGHWAY 39 FROM THE CITY WATER
 FM0776'TANK AT MOSQUERO, IN SECTION 3, T. 16 N., R. 30 E., 0.2 MILE SOUTHEAST
 FM0776'OF AN EAST-WEST FENCE LINE, 73 FEET WEST-SOUTHWEST OF THE CENTER LINE
 FM0776'OF THE HIGHWAY, 152 FEET NORTHWEST OF THE SOUTHWEST END OF THE MOST
 FM0776'NORTHWESTERLY OF THREE 24-INCH PIPE CULVERTS, 2 1/2 FEET NORTHEAST OF
 FM0776'RIGHT-OF-WAY MARKER POST AT STATION 1150 + 00, 2 FEET SOUTHEAST OF A
 FM0776'WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD AND IN THE TOP OF
 FM0776'A CONCRETE POST WHICH PROJECTS 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0434 ***********************************************************************
 FO0434  DESIGNATION -  D 298
 FO0434  PID         -  FO0434
 FO0434  STATE/COUNTY-  NM/SANDOVAL
 FO0434  USGS QUAD   -  JEMEZ PUEBLO (1969)
 FO0434
 FO0434                         *CURRENT SURVEY CONTROL
 FO0434  ___________________________________________________________________
 FO0434* NAD 83(1986)-  35 36 43.     (N)    106 43 27.     (W)     SCALED    
 FO0434* NAVD 88     -      1708.523  (meters)    5605.38   (feet)  ADJUSTED  
 FO0434  ___________________________________________________________________
 FO0434  GEOID HEIGHT-         -20.12  (meters)                     GEOID03
 FO0434  DYNAMIC HT  -        1706.239 (meters)    5597.89  (feet)  COMP
 FO0434  MODELED GRAV-     979,236.3   (mgal)                       NAVD 88
 FO0434
 FO0434  VERT ORDER  -  SECOND    CLASS 0
 FO0434
 FO0434.The horizontal coordinates were scaled from a topographic map and have
 FO0434.an estimated accuracy of +/- 6 seconds.
 FO0434
 FO0434.The orthometric height was determined by differential leveling
 FO0434.and adjusted by the National Geodetic Survey in June 1991..
 FO0434
 FO0434.The geoid height was determined by GEOID03.
 FO0434
 FO0434.The dynamic height is computed by dividing the NAVD 88
 FO0434.geopotential number by the normal gravity value computed on the
 FO0434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0434.degrees latitude (g = 980.6199 gals.).
 FO0434
 FO0434.The modeled gravity was interpolated from observed gravity values.
 FO0434
 FO0434;                    North         East    Units  Estimated Accuracy
 FO0434;SPC NM C     -   511,560.      457,040.      MT  (+/- 180 meters Scaled)
 FO0434
 FO0434                          SUPERSEDED SURVEY CONTROL
 FO0434
 FO0434  NGVD 29 (??/??/92) 1707.603  (m)         5602.36   (f) ADJ UNCH    2 0
 FO0434
 FO0434.Superseded values are not recommended for survey control.
 FO0434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0434.See file dsdata.txt to determine how the superseded data were derived.
 FO0434
 FO0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV438422(NAD 83)
 FO0434_MARKER: DB = BENCH MARK DISK
 FO0434_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FO0434_SP_SET: CULVERT
 FO0434_STAMPING: D 298 1957
 FO0434_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FO0434
 FO0434  HISTORY     - Date     Condition        Report By
 FO0434  HISTORY     - 1957     MONUMENTED       CGS
 FO0434  HISTORY     - 1989     GOOD             USPSQD
 FO0434
 FO0434                          STATION DESCRIPTION
 FO0434
 FO0434'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FO0434'0.15 MI E FROM JEMEZ.
 FO0434'ABOUT 0.15 MILE EAST ALONG A DIRT ROAD FROM THE SAN DIEGO CATHOLIC
 FO0434'CHURCH AT JEMEZ, AT THE JUNCTION OF THE DIRT ROAD WITH STATE HIGHWAY
 FO0434'4, IN T. 16 N., R. 2 E., AND NEAR THE CENTER OF THE NORTHEAST QUARTER
 FO0434'OF S. 21, 25 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 46 FEET
 FO0434'SOUTHWEST OF THE INTERSECTION OF THE CENTERLINES OF THE STATE HIGHWAY
 FO0434'AND THE DIRT ROAD LEADING TO THE CATHOLIC CHURCH, 48 FEET SOUTH OF THE
 FO0434'CENTERLINE OF THE DIRT ROAD, 4 FEET BELOW THE LEVEL OF THE HIGHWAY,
 FO0434'SET IN THE TOP OF THE NORTH END OF THE WEST HEADWALL OF A LARGE TWIN
 FO0434'CHANNEL CONCRETE CULVERT UNDER THE HIGHWAY.
 FO0434
 FO0434                          STATION RECOVERY (1989)
 FO0434
 FO0434'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 FO0434'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0458 ***********************************************************************
 FO0458  DESIGNATION -  D 299
 FO0458  PID         -  FO0458
 FO0458  STATE/COUNTY-  NM/SANDOVAL
 FO0458  USGS QUAD   -  HOLY GHOST SPRING (1969)
 FO0458
 FO0458                         *CURRENT SURVEY CONTROL
 FO0458  ___________________________________________________________________
 FO0458* NAD 83(1992)-  35 43 25.60402(N)    106 56 29.16448(W)     ADJUSTED  
 FO0458* NAVD 88     -      1940.888  (meters)    6367.73   (feet)  ADJUSTED  
 FO0458  ___________________________________________________________________
 FO0458  LAPLACE CORR-           5.91  (seconds)                    DEFLEC99
 FO0458  GEOID HEIGHT-         -19.91  (meters)                     GEOID03
 FO0458  DYNAMIC HT  -        1938.202 (meters)    6358.92  (feet)  COMP
 FO0458  MODELED GRAV-     979,180.2   (mgal)                       NAVD 88
 FO0458
 FO0458  HORZ ORDER  -  SECOND
 FO0458  VERT ORDER  -  SECOND    CLASS 0
 FO0458
 FO0458.The horizontal coordinates were established by classical geodetic methods
 FO0458.and adjusted by the National Geodetic Survey in December 1993..
 FO0458
 FO0458.The orthometric height was determined by differential leveling
 FO0458.and adjusted by the National Geodetic Survey in June 1991..
 FO0458
 FO0458.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO0458
 FO0458.The geoid height was determined by GEOID03.
 FO0458
 FO0458.The dynamic height is computed by dividing the NAVD 88
 FO0458.geopotential number by the normal gravity value computed on the
 FO0458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0458.degrees latitude (g = 980.6199 gals.).
 FO0458
 FO0458.The modeled gravity was interpolated from observed gravity values.
 FO0458
 FO0458;                    North         East     Units Scale Factor Converg.
 FO0458;SPC NM C     -   524,087.829   437,446.801   MT  0.99994820   -0 24 13.4
 FO0458;SPC NM C     - 1,719,444.82  1,435,190.05   sFT  0.99994820   -0 24 13.4
 FO0458;UTM  13      - 3,955,049.617   324,404.184   MT  0.99997996   -1 08 01.9
 FO0458
 FO0458!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO0458!SPC NM C     -   0.99969859  x   0.99994820  =   0.99964680
 FO0458!UTM  13      -   0.99969859  x   0.99997996  =   0.99967855
 FO0458
 FO0458|---------------------------------------------------------------------|
 FO0458| PID    Reference Object                     Distance      Geod. Az  |
 FO0458|                                                           dddmmss.s |
 FO0458| CD4001 D 299 RM 2                            9.779 METERS 08057     |
 FO0458| FO1492 PAJARITO PK MT ST TT MICROWAVE      APPROX. 8.1 KM 1124717.7 |
 FO0458| FO1526 NM44 R36                            APPROX. 0.5 KM 3471950.0 |
 FO0458| CD4000 D 299 RM 1                            9.921 METERS 35206     |
 FO0458| CD3999 D 299 AZ MK                                        3555232.8 |
 FO0458|---------------------------------------------------------------------|
 FO0458
 FO0458                          SUPERSEDED SURVEY CONTROL
 FO0458
 FO0458  NAD 83(1986)-  35 43 25.60666(N)    106 56 29.16800(W) AD(       ) 2
 FO0458  NAD 27      -  35 43 25.51520(N)    106 56 27.01570(W) AD(       ) 2
 FO0458  NGVD 29 (??/??/92) 1939.869  (m)         6364.39   (f) ADJ UNCH    2 0
 FO0458
 FO0458.Superseded values are not recommended for survey control.
 FO0458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0458.See file dsdata.txt to determine how the superseded data were derived.
 FO0458
 FO0458_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV2440455050(NAD 83)
 FO0458_MARKER: DB = BENCH MARK DISK
 FO0458_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FO0458_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FO0458_STAMPING: D 299 1957
 FO0458_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO0458+STABILITY: SURFACE MOTION
 FO0458
 FO0458  HISTORY     - Date     Condition        Report By
 FO0458  HISTORY     - 1957     MONUMENTED       CGS
 FO0458  HISTORY     - 1958     GOOD             CGS
 FO0458  HISTORY     - 1971     GOOD             NMHD
 FO0458  HISTORY     - 1972     GOOD             NGS
 FO0458  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 FO0458
 FO0458                          STATION DESCRIPTION
 FO0458
 FO0458'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FO0458'19.05 MI NW FROM SAN YSIDRO.
 FO0458'ABOUT 19.05 MILES NORTHWEST ALONG STATE HIGHWAY 44 FROM THE TRIANGLE
 FO0458'TAVERN AT SAN YSIDRO, AT A DIRT ROAD WEST, 136 FEET WEST-SOUTHWEST OF
 FO0458'THE CENTERLINE OF THE HIGHWAY, 139 FEET WEST OF THE INTERSECTION OF
 FO0458'THE CENTERLINES OF THE HIGHWAY AND DIRT ROAD, 42 1/2 FEET
 FO0458'WEST-NORTHWEST OF THE NORTHWEST CORNER OF A CATTLEGUARD, 36 FEET
 FO0458'NORTH-NORTHWEST OF THE CENTERLINE OF THE DIRT ROAD, 36 1/2 FEET
 FO0458'WEST-SOUTHWEST OF A FENCE LINE, 5 1/2 FEET NORTH-NORTHWEST OF A
 FO0458'POWERLINE POLE, 2 FEET NORTHEAST OF A WHITE WOODEN WITNESS POST, 2
 FO0458'FEET BELOW THE LEVEL OF THE HIGHWAY, SET IN THE TOP OF A CONCRETE POST
 FO0458'WHICH PROJECTS 0.5  FOOT ABOVE THE GROUND.
 FO0458
 FO0458                          STATION RECOVERY (1958)
 FO0458
 FO0458'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (RLE)
 FO0458'THE STATION IS LOCATED ABOUT 7 MILES SOUTH OF LA VENTANA,
 FO0458'6.5 MILES NORTHEAST OF SAN LUIS AND 6 MILES NORTH-NORTHWEST
 FO0458'OF WARM SPRINGS.  IT IS A STANDARD U.S. COAST AND GEODETIC
 FO0458'SURVEY BENCH MARK SET IN THE TOP OF A ROUND CONCRETE POST
 FO0458'THAT PROJECTS 4 INCHES.  IT IS 136 FEET WEST OF THE CENTER OF
 FO0458'STATE HIGHWAY 44, 49 FEET NORTHWEST OF THE CENTER OF A CATTLE
 FO0458'GUARD, 36 FEET NORTH OF THE CENTER OF A BLADED ROAD, 36 FEET
 FO0458'WEST OF A FENCE AND 5 FEET NORTH OF A POWERLINE POLE THAT IS
 FO0458'BRANDED C52 SPC.  THE MARK IS STAMPED D 299 1957.
 FO0458'
 FO0458'REFERENCE MARK NO. 1 IS DIRECTLY UNDERNEATH THE POWERLINE,
 FO0458'38 FEET NORTH OF THE POWERLINE POLE BRANDED C52 SPC AND
 FO0458'35 FEET WEST OF A FENCE.  THE MARK PROJECTS 2 INCHES AND
 FO0458'IS STAMPED BMD299 NO 1 1958.
 FO0458'
 FO0458'REFERENCE MARK NO. 2 IS 38 FEET NORTH OF THE CENTER OF A CATTLE
 FO0458'GUARD AND 4 FEET WEST OF A FENCE.  THE MARK PROJECTS 2 INCHES
 FO0458'AND IS STAMPED BMD299 NO 2 1958.
 FO0458'
 FO0458'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK
 FO0458'NO. 2 IS 45.2 FEET.
 FO0458'
 FO0458'THE AZIMUTH MARK IS 93 FEET EAST OF THE CENTER OF STATE HIGHWAY
 FO0458'44, 6 FEET WEST OF A FENCE AND 3 FEET NORTHWEST OF A WITNESS
 FO0458'POST.  THE MARK IS SET FLUSH WITH THE SURFACE OF THE GROUND
 FO0458'AND IS STAMPED BMD299 1958.
 FO0458'
 FO0458'TO REACH THE STATION FROM THE SMALL SETTLEMENT OF WARM SPRINGS,
 FO0458'GO NORTH AND NORTHEASTERLY ON STATE HIGHWAY 44 FOR 5.55 MILES
 FO0458'TO THE STATION ON LEFT AS DESCRIBED.
 FO0458'
 FO0458'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHERLY ON
 FO0458'STATE HIGHWAY 44 FOR 0.45 MILE TO CREST OF HILL AND MARK
 FO0458'ON RIGHT AS DESCRIBED.
 FO0458'
 FO0458'HEIGHT OF LIGHT ABOVE STATION MARK 1.38 METERS.
 FO0458
 FO0458                          STATION RECOVERY (1971)
 FO0458
 FO0458'RECOVERY NOTE BY NM HIGHWAY DEPT 1971
 FO0458'RECOVERED IN GOOD CONDITION.
 FO0458
 FO0458                          STATION RECOVERY (1972)
 FO0458
 FO0458'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (RCC)
 FO0458'THE STATION MARK AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED.
 FO0458'NO ATTEMPT WAS MADE TO RECOVER THE AZIMUTH MARK.
 FO0458
 FO0458                          STATION RECOVERY (1989)
 FO0458
 FO0458'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 FO0458'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0806 ***********************************************************************
 CX0806  DESIGNATION -  D 3
 CX0806  PID         -  CX0806
 CX0806  STATE/COUNTY-  NM/DONA ANA
 CX0806  USGS QUAD   -  GARDNER PEAK (1981)
 CX0806
 CX0806                         *CURRENT SURVEY CONTROL
 CX0806  ___________________________________________________________________
 CX0806* NAD 83(1992)-  32 48 15.68209(N)    106 30 20.93930(W)     ADJUSTED  
 CX0806* NAVD 88     -      1309.013  (meters)    4294.65   (feet)  ADJUSTED  
 CX0806  ___________________________________________________________________
 CX0806  LAPLACE CORR-          -5.57  (seconds)                    DEFLEC99
 CX0806  GEOID HEIGHT-         -23.04  (meters)                     GEOID03
 CX0806  DYNAMIC HT  -        1307.126 (meters)    4288.46  (feet)  COMP
 CX0806  MODELED GRAV-     979,150.6   (mgal)                       NAVD 88
 CX0806
 CX0806  HORZ ORDER  -  FIRST
 CX0806  VERT ORDER  -  SECOND    CLASS 0
 CX0806
 CX0806.The horizontal coordinates were established by classical geodetic methods
 CX0806.and adjusted by the National Geodetic Survey in December 1993..
 CX0806
 CX0806.The orthometric height was determined by differential leveling
 CX0806.and adjusted by the National Geodetic Survey in June 1991..
 CX0806
 CX0806.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX0806
 CX0806.The geoid height was determined by GEOID03.
 CX0806
 CX0806.The dynamic height is computed by dividing the NAVD 88
 CX0806.geopotential number by the normal gravity value computed on the
 CX0806.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0806.degrees latitude (g = 980.6199 gals.).
 CX0806
 CX0806.The modeled gravity was interpolated from observed gravity values.
 CX0806
 CX0806;                    North         East     Units Scale Factor Converg.
 CX0806;SPC NM C     -   200,085.251   476,042.868   MT  0.99990707   -0 08 18.9
 CX0806;SPC NM C     -   656,446.36  1,561,817.31   sFT  0.99990707   -0 08 18.9
 CX0806;UTM  13      - 3,630,602.028   359,016.509   MT  0.99984509   -0 48 57.4
 CX0806
 CX0806!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX0806!SPC NM C     -   0.99979814  x   0.99990707  =   0.99970523
 CX0806!UTM  13      -   0.99979814  x   0.99984509  =   0.99964326
 CX0806
 CX0806|---------------------------------------------------------------------|
 CX0806| PID    Reference Object                     Distance      Geod. Az  |
 CX0806|                                                           dddmmss.s |
 CX0806| CX0807 D 3 RM 1                             14.492 METERS 00350     |
 CX0806| CX0809 D 3 AZ MK                                          0605045.9 |
 CX0806| CX0808 D 3 RM 2                             14.098 METERS 26837     |
 CX0806|---------------------------------------------------------------------|
 CX0806
 CX0806                          SUPERSEDED SURVEY CONTROL
 CX0806
 CX0806  NAD 83(1986)-  32 48 15.68813(N)    106 30 20.94105(W) AD(       ) 1
 CX0806  NAD 27      -  32 48 15.39498(N)    106 30 18.93312(W) AD(       ) 1
 CX0806  NGVD 29 (??/??/92) 1308.437  (m)         4292.76   (f) ADJ UNCH    2 0
 CX0806
 CX0806.Superseded values are not recommended for survey control.
 CX0806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0806.See file dsdata.txt to determine how the superseded data were derived.
 CX0806
 CX0806_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS5901730602(NAD 83)
 CX0806_MARKER: DS = TRIANGULATION STATION DISK
 CX0806_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX0806_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CX0806_STAMPING: D 3 WSPG 1952
 CX0806_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX0806+STABILITY: SURFACE MOTION
 CX0806
 CX0806  HISTORY     - Date     Condition        Report By
 CX0806  HISTORY     - 1952     MONUMENTED       CGS
 CX0806  HISTORY     - 1968     GOOD             CGS
 CX0806  HISTORY     - 1968     GOOD             NGS
 CX0806  HISTORY     - 1969     GOOD             USAF
 CX0806  HISTORY     - 19790627 GOOD             USGS
 CX0806
 CX0806                          STATION DESCRIPTION
 CX0806
 CX0806'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RLE)
 CX0806'THE STATION IS LOCATED ON A SMALL KNOLL AT THE WEST EDGE
 CX0806'OF THE WHITE SANDS PROVING GROUNDS.  IT IS 96.5 FEET EAST OF
 CX0806'A 50 FOOT RADIO ANTENNA, 66 FEET NORTHEAST OF TELEPHONE
 CX0806'POLE NO. 29, 58 FEET EAST OF THE NORTHEAST CORNER OF A 15
 CX0806'FOOT SQUARE CONCRETE BLOCK BUILDING AND ON THE EAST SLOPE
 CX0806'OF THE KNOLL.  IT IS STAMPED D 3 WSPG 1952 AN PROJECTS 5 INCHES.
 CX0806'
 CX0806'REFERENCE MARK 1 IS 86 FEET EAST OF A RADIO ANTENNA, 67 FEET
 CX0806'NORTHEAST OF THE NORTHEAST CORNER OF A 15 FOOT SQUARE CONCRETE
 CX0806'BLOCK BUILDING AND 1 FOOT ABOVE THE LEVEL OF THE STATION.
 CX0806'IT IS SET IN AN OUTCROPPING BOULDER WHICH IS 2 FEET IN DIAMETER
 CX0806'AND FLUSH WITH THE GROUND.  IT IS STAMPED D 3 NO 1 WSPG 1952.
 CX0806'
 CX0806'REFERENCE MARK 2 IS 28 FEET NORTHEAST OF TELEPHONE POLE NO.
 CX0806'29, 20 FEET EAST OF THE NORTHEAST CORNER OF A 15 FOOT SQUARE
 CX0806'CONCRETE BLOCK BUILDING AND 1 FOOT ABOVE THE LEVEL OF THE
 CX0806'STATION.  IT IS SET IN AN OUTCROPPING BOULDER WHICH IS 1.5
 CX0806'FEET IN DIDMETER AND FLUSH WITH THE GROUND.  IT IS STAMPED
 CX0806'D 3 WSPG NO 2 1952.
 CX0806'
 CX0806'THE DISTANCE BETWEEN REFERENCE MARKS IS 69.3 FEET.
 CX0806'
 CX0806'THE AZIMUTH MARK IS 77 FEET WEST OF A TELEPHONE POLE, 55
 CX0806'FEET SOUTH OF THE CENTER OF A T ROAD INTERSECTION, 25 FEET
 CX0806'EAST OF THE CENTER OF A TRACK ROAD AND 1.5 FEET WEST OF A
 CX0806'WITNESS POST.  IT IS STAMPED D 3 WSPG 1952 AND PROJECTS
 CX0806'4 INCHES.
 CX0806'
 CX0806'TO REACH THE STATION FROM THE JUNCTION OF THE WHITE SANDS
 CX0806'PROVING GROUNDS ROAD AND U.S. HIGHWAY 70, GO EAST ON U.S.
 CX0806'HIGHWAY 70 FOR 6.0 MILES TO A SIDE ROAD LEFT AND A SIGN,
 CX0806'QUESENBERRY HEADQUARTERS.  (THIS POINT IS 29.4 MILES SOUTHWEST
 CX0806'OF THE ENTRANCE TO THE HOLLOMAN AIR FORCE BASE.) TURN LEFT
 CX0806'AND GO NORTH ON A GRAVELED ROAD FOR 1.2 MILES TO A CROSSROAD,
 CX0806'TURN LEFT AND FOLLOW A GRAVELED ROAD FOR 6.15 MILES TO A
 CX0806'FORK AT A TELEPHONE LINE.  TAKE THE LEFT FORK AND FOLLOW THE
 CX0806'TELEPHONE LINE NORTHWESTERLY FOR 16.05 MILES (THE TELEPHONE
 CX0806'LINE MAKES SEVERAL JOGS) TO A SIDE ROAD AND THE AZIMUTH MARK
 CX0806'ON THE LEFT AS DESCRIBED.  (AT THIS POINT THE TELEPHONE
 CX0806'LINE MAKES A TURN TO THE RIGHT.) TURN LEFT ON THE SIDE
 CX0806'ROAD AND GO SOUTH FOR 0.25 MILE TO A FORK AND A RANCH YARD
 CX0806'ON THE RIGHT, TAKE THE LEFT FORK AND GO SOUTHERLY FOR 0.3
 CX0806'MILE TO THE BASE OF THE KNOLL, CONTINUE UP THE KNOLL FOR
 CX0806'0.1 MILE TO A CONCRETE BLOCK BUILDING ABD THE STATION AS
 CX0806'DESCRIBED.
 CX0806
 CX0806                          STATION RECOVERY (1968)
 CX0806
 CX0806'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JBJ)
 CX0806'THE STATION MARK, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK
 CX0806'WERE RECOVERED IN GOOD CONDITION.  DUE TO ROAD CHANGES AND
 CX0806'NATURAL OBJECTS A COMPLETE NEW DESCRIPTION FOLLOWS.
 CX0806'
 CX0806'THE STATION IS ABOUT 24-1/2 MILES WEST-SOUTHWEST OF THE
 CX0806'HOLLOMAN AIR FORCE BASE, 1 MILE WEST OF ROUTE 7 AND ON THE
 CX0806'TOP OF A SMALL KNOLL OCCUPIED BY TWO SMALL BUILDINGS AND
 CX0806'A RADIO MAST.
 CX0806'
 CX0806'TO REACH THE STATION FROM THE SOUTH END OF THE HOLLOMAN AIR
 CX0806'FORCE BASE HIGH SPEED TEST TRACK, GO WESTERLY ON ROAD 303
 CX0806'FOR 9.5 MILES TO A FORK AND A CHECK POINT ON THE LEFT.  TAKE
 CX0806'THE RIGHT FORK AND GO NORTHWEST AND NORTH ON ROAD 303 FOR
 CX0806'4.5 MILES TO WHERE ROAD 303 CURVES BACK TO THE WEST AND A
 CX0806'SMALL WHITE BUILDING AND A ASTRODOME ON THE RIGHT, CONTINUE
 CX0806'WEST ON ROAD 303 FOR 9.05 MILES TO ROUTE 7.  TURN LEFT AND
 CX0806'GO SOUTH ON ROUTE 7 FOR 4.15 MILES TO A SIDE ROAD ON THE
 CX0806'RIGHT, TURN RIGHT AND GO WEST ON A DIRT ROAD FOR 0.15 MILE TO
 CX0806'A FORK AND POWER LINE POLE NUMBER 7 ON THE LEFT.  (TO REACH
 CX0806'THE AZIMUTH MARK FROM THIS POINT, TAKE THE LEFT FORK AND
 CX0806'GO SOUTHWEST ON A TRACK ROAD FOR 0.15 MILE TO A CROSSROAD,
 CX0806'TURN LEFT AND GO SOUTHERLY ON A TRACK ROAD FOR 0.1 MILE
 CX0806'TO THE MARK ON THE RIGHT).  TAKE THE RIGHT FORK AND
 CX0806'CONTINUE WEST ON TRACK ROAD FOR 0.35 MILE TO A CROSSROAD
 CX0806'AND A CORRAL AND WINDMILL ON THE RIGHT, CONTINUE WEST ON
 CX0806'TRACK ROAD FOR 0.1 MILE TO A T-INTERSECTION.  TURN LEFT
 CX0806'AND GO SOUTHWEST AND THEN NORTH ON MAIN GRAVELED ROAD
 CX0806'FOR 0.85 MILE TO THE TOP OF KNOLL AND THE STATION.
 CX0806'
 CX0806'STATION MARK IS A STANDARD DISK, STAMPED D 3 WSPG 1952, SET
 CX0806'IN THE TOP OF A 10 INCH SQUARE CONCRETE POST, THAT PROJECTS
 CX0806'4 INCHES ABOVE THE GROUND.  IT IS 93.0 FEET EAST OF A 50 FOOT
 CX0806'HIGH RADIO MAST, 58.5 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 CX0806'OF BUILDING NUMBERED 28881, 86.7 FEET SOUTH-SOUTHEAST OF THE
 CX0806'SOUTHEAST CORNER OF BUILDING NUMBERED 2880 AND 8.0 FEET SOUTH
 CX0806'OF A YELLOW WOOD FENCE.
 CX0806'
 CX0806'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED D 3 WSPG NO
 CX0806'1 1952, CEMENTED IN A DRILL HOLE IN THE TOP OF A 1 BY 1 FOOT
 CX0806'ROCK OUTCROP THAT IS FLUSH WITH THE GROUND.  IT IS 69.9 FEET
 CX0806'EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF BUILDING NUMBERED
 CX0806'28881, 64.8 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF BUILDING
 CX0806'NUMBERED 28880, 1.3 FEET WEST OF THE YELLOW WOOD FENCE AND
 CX0806'ABOUT THE SAME IN ELEVATION AS THE STATION.
 CX0806'
 CX0806'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED D 3 WSPG NO
 CX0806'2 1952, CEMENTED IN A DRILL HOLE IN THE TOP OF A 1 BY 1 FOOT
 CX0806'ROCK OUTCROP THAT PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS
 CX0806'47.0 FEET EAST OF THE RADIO MAST, 20.4 FEET SOUTH OF THE
 CX0806'SOUTHEAST CORNER OF BUILDING NUMBERED 28881, 13.4 FEET WEST
 CX0806'OF THE YELLOW WOOD FENCE AND ABOUT 2 FEET HIGHER IN ELEVATION
 CX0806'THAN THE STATION.
 CX0806'
 CX0806'AZIMUTH MARK IS A STANDARD DISK, STAMPED D 3 WSPG 1952, SET
 CX0806'IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER,
 CX0806'THAT PROJECTS 1 INCH ABOVE THE GROUND.  IT IS 26.0 FEET WEST
 CX0806'OF THE CENTERLINE OF A TRACK ROAD, 1.5 FEET NORTHWEST OF A
 CX0806'METAL WITNESS POST AND 1.0 FEET SOUTHWEST OF A WOOD WITNESS
 CX0806'POST.
 CX0806'
 CX0806'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--24-1/2 MILES
 CX0806'WEST OF THE HOLLOMAN AIR FORCE BASE
 CX0806
 CX0806                          STATION RECOVERY (1968)
 CX0806
 CX0806'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 CX0806'24.5 MI SW FROM HOLLOMAN AIR FORCE BASE.
 CX0806'TO REACH THE STATION FROM THE SOUTH END OF THE HOLLOMAN AIR FORCE BASE
 CX0806'HIGH SPEED TEST TRACK, GO WESTERLY ON ROAD 303 FOR 9.5 MILES TO A FORK
 CX0806'AND A CHECK POINT ON THE LEFT.  TAKE THE RIGHT FORK AND GO NORTHWEST
 CX0806'AND NORTH ON ROAD 303 FOR 4.5 MILES TO WHERE THE ROAD CURVES BACK TO
 CX0806'THE WEST AND A SMALL WHITE BUILDING AND A ASTRODOME ON THE RIGHT,
 CX0806'CONTINUE WEST ON ROAD 303 FOR 9.05 MILES TO ROUTE 7.  TURN LEFT AND GO
 CX0806'SOUTH ON ROUTE 7 FOR 4.15 MILES TO A SIDE ROAD ON THE RIGHT, TURN
 CX0806'RIGHT AND GO WEST ON A DIRT ROAD FOR 0.15 MILE TO A FORK AND POWER
 CX0806'LINE POLE NUMBER 7 ON THE LEFT.  TAKE THE RIGHT FORK AND CONTINUE WEST
 CX0806'ON DIRT ROAD FOR 0.35 MILE TO A CROSSROAD AND A CORRAL AND WINDMILL ON
 CX0806'THE RIGHT, CONTINUE WEST ON DIRT ROAD FOR 0.1 MILE TO A
 CX0806'T-INTERSECTION.  TURN LEFT AND GO SOUTHWEST AND THEN NORTH ON MAIN
 CX0806'GRAVELED ROAD FOR 0.85 MILE TO THE TOP OF A KNOLL AND THE MARK.  IT IS
 CX0806'A STANDARD DISK, SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST,
 CX0806'THAT PROJECTS 4 INCHES ABOVE THE GROUND, 93.0 FEET EAST OF A RADIO
 CX0806'MAST, 58.5 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF BUILDING NUMBERED
 CX0806'28881, 86.7 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF BUILDING
 CX0806'NUMBERED 28880 AND 8.0 FEET SOUTH OF A YELLOW WOOD FENCE.
 CX0806
 CX0806                          STATION RECOVERY (1969)
 CX0806
 CX0806'RECOVERY NOTE BY US AIR FORCE 1969 (JD)
 CX0806'NEW ROUTE DESCRIPTION AS FOLLOWS--
 CX0806'
 CX0806'TO REACH STATION FROM WHITE SANDS SMALL MISSILE RANGE CHECK
 CX0806'POINT, TAKE LEFT FORK ON WSMR ROUTE 7 HEADING WEST AND NORTH
 CX0806'FOR 24.9 MILES TO GRADED ROAD ON LEFT (WSMR SECONDARY ROAD
 CX0806'NO. 280) TURN LEFT ON GRADED ROAD CONTINUE FOR 2.0 MILES
 CX0806'TO STATION AS DESCRIBED
 CX0806
 CX0806                          STATION RECOVERY (1979)
 CX0806
 CX0806'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979 (AMT)
 CX0806'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0423 ***********************************************************************
 EO0423  DESIGNATION -  D 3
 EO0423  PID         -  EO0423
 EO0423  STATE/COUNTY-  NM/CURRY
 EO0423  USGS QUAD   -  MELROSE EAST (1972)
 EO0423
 EO0423                         *CURRENT SURVEY CONTROL
 EO0423  ___________________________________________________________________
 EO0423* NAD 83(1986)-  34 24 59.     (N)    103 30 35.     (W)     SCALED    
 EO0423* NAVD 88     -      1341.073  (meters)    4399.84   (feet)  POSTED    
 EO0423  ___________________________________________________________________
 EO0423  GEOID HEIGHT-         -23.17  (meters)                     GEOID03
 EO0423  DYNAMIC HT  -        1339.320 (meters)    4394.09  (feet)  COMP
 EO0423  MODELED GRAV-     979,283.0   (mgal)                       NAVD 88
 EO0423
 EO0423  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EO0423
 EO0423.The horizontal coordinates were scaled from a topographic map and have
 EO0423.an estimated accuracy of +/- 6 seconds.
 EO0423
 EO0423.The orthometric height was determined by differential leveling
 EO0423.and adjusted by the National Geodetic Survey in 1992..
 EO0423.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EO0423.rate of 0.0 thru 1.0 mm/km.
 EO0423
 EO0423.The geoid height was determined by GEOID03.
 EO0423
 EO0423.The dynamic height is computed by dividing the NAVD 88
 EO0423.geopotential number by the normal gravity value computed on the
 EO0423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0423.degrees latitude (g = 980.6199 gals.).
 EO0423
 EO0423.The modeled gravity was interpolated from observed gravity values.
 EO0423
 EO0423;                    North         East    Units  Estimated Accuracy
 EO0423;SPC NM E     -   379,150.      240,710.      MT  (+/- 180 meters Scaled)
 EO0423
 EO0423                          SUPERSEDED SURVEY CONTROL
 EO0423
 EO0423.No superseded survey control is available for this station.
 EO0423
 EO0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFU369093(NAD 83)
 EO0423_MARKER: Z = SEE DESCRIPTION
 EO0423_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EO0423_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EO0423_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EO0423+STABILITY: SURFACE MOTION
 EO0423
 EO0423  HISTORY     - Date     Condition        Report By
 EO0423  HISTORY     - UNK      MONUMENTED       CGS
 EO0423  HISTORY     - 1958     MARK NOT FOUND   NGS
 EO0423
 EO0423                          STATION DESCRIPTION
 EO0423
 EO0423'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 EO0423'1.0 MI W FROM ST VRAIN.
 EO0423'ABOUT 1 MILE WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 EO0423'ST. VRAIN, CURRY COUNTY, OPPOSITE THE FIRST POLE WEST OF MILE POLE
 EO0423'674, 72 FEET WEST OF IRON MILEPOST 674, ABOUT 111 FEET NORTH OF THE
 EO0423'CENTERLINE OF THE TRACK, AND IN LINE WITH THE RIGHT-OF-WAY FENCE. THE
 EO0423'BOTTOM OF A SQUARE HOLE, IN THE TOP OF A STONE POST LETTERED U S B M.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1736 ***********************************************************************
 CX1736  DESIGNATION -  D 3 1/2 2
 CX1736  PID         -  CX1736
 CX1736  STATE/COUNTY-  NM/DONA ANA
 CX1736  USGS QUAD   -  HEMBRILLO CANYON (1981)
 CX1736
 CX1736                         *CURRENT SURVEY CONTROL
 CX1736  ___________________________________________________________________
 CX1736* NAD 83(1992)-  32 57 31.17336(N)    106 31 10.07274(W)     ADJUSTED  
 CX1736* NAVD 88     -      1211.75   (+/-2cm)    3975.5    (feet)  VERTCON   
 CX1736  ___________________________________________________________________
 CX1736  LAPLACE CORR-          -5.53  (seconds)                    DEFLEC99
 CX1736  GEOID HEIGHT-         -23.04  (meters)                     GEOID03
 CX1736
 CX1736  HORZ ORDER  -  FIRST
 CX1736  VERT ORDER  -  THIRD ? (See Below)
 CX1736
 CX1736.The horizontal coordinates were established by classical geodetic methods
 CX1736.and adjusted by the National Geodetic Survey in December 1993..
 CX1736
 CX1736.The NAVD 88 height was computed by applying the VERTCON shift value to
 CX1736.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CX1736.The vertical order pertains to the NGVD 29 superseded value.
 CX1736
 CX1736.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1736
 CX1736.The geoid height was determined by GEOID03.
 CX1736
 CX1736;                    North         East     Units Scale Factor Converg.
 CX1736;SPC NM C     -   217,199.372   474,808.406   MT  0.99990782   -0 08 47.8
 CX1736;SPC NM C     -   712,594.94  1,557,767.25   sFT  0.99990782   -0 08 47.8
 CX1736;UTM  13      - 3,647,728.535   357,984.937   MT  0.99984868   -0 49 36.4
 CX1736
 CX1736!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1736!SPC NM C     -   0.99981341  x   0.99990782  =   0.99972124
 CX1736!UTM  13      -   0.99981341  x   0.99984868  =   0.99966211
 CX1736
 CX1736:                Primary Azimuth Mark                     Grid Az
 CX1736:SPC NM C     -  BRILLO                                   268 02 14.3
 CX1736:UTM  13      -  BRILLO                                   268 43 02.9
 CX1736
 CX1736|---------------------------------------------------------------------|
 CX1736| PID    Reference Object                     Distance      Geod. Az  |
 CX1736|                                                           dddmmss.s |
 CX1736| CX1737 BRILLO                              APPROX. 2.0 KM 2675326.5 |
 CX1736|---------------------------------------------------------------------|
 CX1736
 CX1736                          SUPERSEDED SURVEY CONTROL
 CX1736
 CX1736  NAD 83(1986)-  32 57 31.17969(N)    106 31 10.07504(W) AD(       ) 1
 CX1736  NAD 27      -  32 57 30.88668(N)    106 31 08.06003(W) AD(       ) 1
 CX1736  NGVD 29 (07/19/86) 1211.16   (m)         3973.6    (f) LEVELING    3  
 CX1736
 CX1736.Superseded values are not recommended for survey control.
 CX1736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1736.See file dsdata.txt to determine how the superseded data were derived.
 CX1736
 CX1736_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS5798547729(NAD 83)
 CX1736_MARKER: DS = TRIANGULATION STATION DISK
 CX1736_SETTING: 0 = UNSPECIFIED SETTING
 CX1736_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX1736
 CX1736  HISTORY     - Date     Condition        Report By
 CX1736  HISTORY     - 1966     MONUMENTED       CGS
 CX1736  HISTORY     - 1968     GOOD             CGS
 CX1736  HISTORY     - 1969     GOOD             USAF
 CX1736
 CX1736                          STATION DESCRIPTION
 CX1736
 CX1736'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (JCC)
 CX1736'THE STATION IS APPROXIMATELY 32 MILES WEST OF ALAMOGORDO, 14 MILES
 CX1736'SOUTH OF RHODES CANYON RANGE CENTER, 1-1/2 MILES SOUTH OF THE
 CX1736'SIERRA - DONA ANA COUNTY LINE, AND ALONG THE WEST SIDE OF WSMR
 CX1736'ROUTE 7.
 CX1736'
 CX1736'TO REACH THE STATION FROM THE CROSSROAD ON THE EAST SIDE OF RHODES
 CX1736'CANYON RANGE CENTER, GO SOUTH ON WSMR ROUTE 7 FOR 13.8 MILES TO
 CX1736'BUILDING NUMBER 30190 ON THE RIGHT AND THE STATION AS DESCRIBED.
 CX1736'
 CX1736'THE STATION MARK, A STANDARD DISK STAMPED D 3-1/2 2 1966, IS CEMENTED
 CX1736'IN A DRILL HOLE IN THE TOP OF BUILDING NUMBER 30190.  IT IS 12 FEET
 CX1736'NORTHEAST OF THE SOUTHWEST CORNER OF THE BUILDING, 7.5 FEET
 CX1736'NORTH-NORTHWEST OF THE SOUTHEAST CORNER OF THE BUILDING, 7 FEET
 CX1736'SOUTH-SOUTHWEST OF THE NORTHEAST CORNER OF THE BUILDING, AND 4
 CX1736'FEET EAST OF THE APPROXIMATELY CENTER OF THE TOP OF THE BUILDING.
 CX1736'
 CX1736'NOTE--AN AZIMUTH MARK OR REFERENCE MARKS WERE NOT ESTABLISHED AT THIS
 CX1736'STATION.
 CX1736
 CX1736                          STATION RECOVERY (1968)
 CX1736
 CX1736'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JBJ)
 CX1736'THE STATION WAS RECOVERED AS DESCRIBED BY J.C. CHILDS IN 1966.  A
 CX1736'MORE DETAILED DESCRIPTION FOLLOWS.
 CX1736'
 CX1736'THE STATION IS ABOUT 32 MILES WEST OF ALAMOGORDO, 21-1/2 MILES
 CX1736'WEST-SOUTHWEST OF THE SOUTH END OF THE HOLLOMAN AIR FORCE BASE HIGH
 CX1736'SPEED TEST TRACK AND 13-1/2 MILES SOUTH OF THE RHODES CANYON RANGE
 CX1736'CENTER.
 CX1736'
 CX1736'TO REACH THE STATION FROM THE SOUTH END OF THE HOLLOMAN AIR FORCE
 CX1736'BASE HIGH SPEED TEST TRACK, GO WESTERLY ON ROAD 303 FOR 9.1 MILES TO
 CX1736'A FORK AND GUARD SHACK ON THE LEFT.  TAKE THE RIGHT FORK AND GO
 CX1736'NORTHWEST AND NORTH FOR 4.2 MILES TO WHERE THE ROAD TURNS A
 CX1736'SHARP LEFT AND BUILDING NUMBER 29015.  TURN LEFT AND GO
 CX1736'SOUTHWESTERLY ON ROAD 303 FOR 8.8 MILES TO THE JUNCTION OF ROUTE
 CX1736'7 AND A GUARD SHACK ON THE LEFT.  TURN RIGHT AND GO NORTHERLY ON
 CX1736'ROUTE 7 FOR 6.45 MILES TO BUILDING NUMBER 30190 ON THE LEFT AND THE
 CX1736'STATION ON TOP OF THE BUILDING.
 CX1736'
 CX1736'THE STATION MARK IS A STANDARD DISK, STAMPED D 3-1/2 2 1966, CEMENTED
 CX1736'IN A DRILL HOLE IN THE CONCRETE ROOF OF BUILDING NUMBER 30190.  IT
 CX1736'IS 12.5 FEET NORTHEAST OF THE SOUTHWEST CORNER OF THE BUILDING, 12.4
 CX1736'FEET SOUTHEAST OF THE NORTHWEST CORNER OF THE BUILDING, 7.5 FEET
 CX1736'NORTHWEST OF THE SOUTHEAST CORNER OF THE BUILDING, AND 7.3 FEET
 CX1736'SOUTHWEST OF THE NORTHEAST CORNER OF THE BUILDING.
 CX1736'
 CX1736'TRIANGULATION STATION BRILLO WILL SERVE AS THE AZIMUTH MARK.
 CX1736'
 CX1736'AS INFORMED BY THE WHITE SANDS MISSILE RANGE NO REFERENCE MARKS ARE
 CX1736'REQUIRED AT THIS STATION.
 CX1736'
 CX1736'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--32 MILES WEST
 CX1736'OF ALAMOGORDO.
 CX1736
 CX1736                          STATION RECOVERY (1969)
 CX1736
 CX1736'RECOVERY NOTE BY US AIR FORCE 1969 (JD)
 CX1736'STATION WAS RECOVERED AS DESCRIBED, STATION MARKER WAS IN GOOD
 CX1736'CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0809 ***********************************************************************
 CX0809  DESIGNATION -  D 3 AZ MK
 CX0809  PID         -  CX0809
 CX0809  STATE/COUNTY-  NM/DONA ANA
 CX0809  USGS QUAD   -  HEART OF THE SANDS SW (1982)
 CX0809
 CX0809                         *CURRENT SURVEY CONTROL
 CX0809  ___________________________________________________________________
 CX0809* NAD 83(1986)-  32 48 33.     (N)    106 29 47.     (W)     SCALED    
 CX0809* NAVD 88     -      1262.950  (meters)    4143.53   (feet)  ADJUSTED  
 CX0809  ___________________________________________________________________
 CX0809  GEOID HEIGHT-         -23.07  (meters)                     GEOID03
 CX0809  DYNAMIC HT  -        1261.128 (meters)    4137.55  (feet)  COMP
 CX0809  MODELED GRAV-     979,151.9   (mgal)                       NAVD 88
 CX0809
 CX0809  VERT ORDER  -  SECOND    CLASS 0
 CX0809
 CX0809.The horizontal coordinates were scaled from a topographic map and have
 CX0809.an estimated accuracy of +/- 6 seconds.
 CX0809
 CX0809.The orthometric height was determined by differential leveling
 CX0809.and adjusted by the National Geodetic Survey in June 1991..
 CX0809
 CX0809.The geoid height was determined by GEOID03.
 CX0809
 CX0809.The dynamic height is computed by dividing the NAVD 88
 CX0809.geopotential number by the normal gravity value computed on the
 CX0809.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0809.degrees latitude (g = 980.6199 gals.).
 CX0809
 CX0809.The modeled gravity was interpolated from observed gravity values.
 CX0809
 CX0809;                    North         East    Units  Estimated Accuracy
 CX0809;SPC NM C     -   200,620.      476,930.      MT  (+/- 180 meters Scaled)
 CX0809
 CX0809                          SUPERSEDED SURVEY CONTROL
 CX0809
 CX0809  NGVD 29 (??/??/92) 1262.371  (m)         4141.63   (f) ADJ UNCH    2 0
 CX0809
 CX0809.Superseded values are not recommended for survey control.
 CX0809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0809.See file dsdata.txt to determine how the superseded data were derived.
 CX0809
 CX0809_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS599311(NAD 83)
 CX0809_MARKER: DZ = AZIMUTH MARK DISK
 CX0809_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX0809_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CX0809_STAMPING: D 3 WSPG 1952
 CX0809_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX0809+STABILITY: SURFACE MOTION
 CX0809
 CX0809  HISTORY     - Date     Condition        Report By
 CX0809  HISTORY     - 1952     MONUMENTED       WSMR
 CX0809
 CX0809                          STATION DESCRIPTION
 CX0809
 CX0809'DESCRIBED BY WHITE SANDS MISSILE RANGE 1952
 CX0809'53.7 MI SW FROM TULAROSA.
 CX0809'28.3 MILES WEST ALONG OLD STATE HIGHWAY 52 FROM THE SOUTHERN PACIFIC
 CX0809'RAILROAD STATION AT TULAROSA, THENCE 25.4 MILES SOUTH ALONG A TRACK
 CX0809'ROAD, 47 FEET SOUTH OF THE CENTER LINE OF A TRACK ROAD LEADING WEST,
 CX0809'21 FEET WEST OF THE CENTER LINE OF A NORTH AND SOUTH TRACK ROAD, 1
 CX0809'FOOT WEST OF A WITNESS POST.  SET IN THE TOP OF A CONCRETE POST WHICH
 CX0809'PROJECTS 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0807 ***********************************************************************
 CX0807  DESIGNATION -  D 3 RM 1
 CX0807  PID         -  CX0807
 CX0807  STATE/COUNTY-  NM/DONA ANA
 CX0807  USGS QUAD   -  GARDNER PEAK (1981)
 CX0807
 CX0807                         *CURRENT SURVEY CONTROL
 CX0807  ___________________________________________________________________
 CX0807* NAD 83(1986)-  32 48 15.     (N)    106 30 14.     (W)     SCALED    
 CX0807* NAVD 88     -      1309.013  (meters)    4294.65   (feet)  ADJUSTED  
 CX0807  ___________________________________________________________________
 CX0807  GEOID HEIGHT-         -23.04  (meters)                     GEOID03
 CX0807  DYNAMIC HT  -        1307.126 (meters)    4288.46  (feet)  COMP
 CX0807  MODELED GRAV-     979,150.8   (mgal)                       NAVD 88
 CX0807
 CX0807  VERT ORDER  -  SECOND    CLASS 0
 CX0807
 CX0807.The horizontal coordinates were scaled from a topographic map and have
 CX0807.an estimated accuracy of +/- 6 seconds.
 CX0807
 CX0807.The orthometric height was determined by differential leveling
 CX0807.and adjusted by the National Geodetic Survey in June 1991..
 CX0807
 CX0807.The geoid height was determined by GEOID03.
 CX0807
 CX0807.The dynamic height is computed by dividing the NAVD 88
 CX0807.geopotential number by the normal gravity value computed on the
 CX0807.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0807.degrees latitude (g = 980.6199 gals.).
 CX0807
 CX0807.The modeled gravity was interpolated from observed gravity values.
 CX0807
 CX0807;                    North         East    Units  Estimated Accuracy
 CX0807;SPC NM C     -   200,060.      476,220.      MT  (+/- 180 meters Scaled)
 CX0807
 CX0807                          SUPERSEDED SURVEY CONTROL
 CX0807
 CX0807  NGVD 29 (??/??/92) 1308.437  (m)         4292.76   (f) ADJ UNCH    2 0
 CX0807
 CX0807.Superseded values are not recommended for survey control.
 CX0807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0807.See file dsdata.txt to determine how the superseded data were derived.
 CX0807
 CX0807_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS591305(NAD 83)
 CX0807_MARKER: DR = REFERENCE MARK DISK
 CX0807_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CX0807_SP_SET: DRILL HOLE
 CX0807_STAMPING: D 3 WSPG NO 1 1952
 CX0807_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX0807
 CX0807  HISTORY     - Date     Condition        Report By
 CX0807  HISTORY     - 1952     MONUMENTED       WSMR
 CX0807  HISTORY     - 1968     GOOD             NGS
 CX0807
 CX0807                          STATION DESCRIPTION
 CX0807
 CX0807'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CX0807'24.5 MI SW FROM HOLLOMAN AIR FORCE BASE.
 CX0807'TO REACH THE STATION FROM THE SOUTH END OF THE HOLLOMAN AIR FORCE BASE
 CX0807'HIGH SPEED TEST TRACK, GO WESTERLY ON ROAD 303 FOR 9.5 MILES TO A FORK
 CX0807'AND A CHECK POINT ON THE LEFT.  TAKE THE RIGHT FORK AND GO NORTHWEST
 CX0807'AND NORTH ON ROAD 303 FOR 4.5 MILES TO WHERE THE ROAD CURVES BACK TO
 CX0807'THE WEST AND A SMALL WHITE BUILDING AND A ASTRODOME ON THE RIGHT,
 CX0807'CONTINUE WEST ON ROAD 303 FOR 9.05 MILES TO ROUTE 7.  TURN LEFT AND GO
 CX0807'SOUTH ON ROUTE 7 FOR 4.15 MILES TO A SIDE ROAD ON THE RIGHT, TURN
 CX0807'RIGHT AND GO WEST ON A DIRT ROAD FOR 0.15 MILE TO A FORK AND POWER
 CX0807'LINE POLE NUMBER 7 ON THE LEFT.  TAKE THE RIGHT FORK AND CONTINUE WEST
 CX0807'ON DIRT ROAD FOR 0.35 MILE TO A CROSSROAD AND A CORRAL AND WINDMILL ON
 CX0807'THE RIGHT, CONTINUE WEST ON DIRT ROAD FOR 0.1 MILE TO A
 CX0807'T-INTERSECTION.  TURN LEFT AND GO SOUTHWEST AND THEN NORTH ON MAIN
 CX0807'GRAVELED ROAD FOR 0.85 MILE TO THE TOP OF A KNOLL AND THE MARK.  IT IS
 CX0807'A STANDARD DISK, CEMENTED IN A DRILL HOLE IN THE TOP OF A 1 BY 1 FOOT
 CX0807'ROCK OUTCROP THAT IS FLUSH WITH THE GROUND, 69.9 FEET EAST-SOUTHEAST
 CX0807'OF THE SOUTHEAST CORNER OF BUILDING NUMBERED 28881, 64.8 FEET
 CX0807'SOUTHEAST OF THE SOUTHEAST CORNER OF BUILDING NUMBERED 28880, 1.3 FEET
 CX0807'WEST OF A YELLOW WOOD FENCE AN 47.5 FEET NORTH OF TRIANGULATION
 CX0807'STATION D 3 WSPG 1952.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0808 ***********************************************************************
 CX0808  DESIGNATION -  D 3 RM 2
 CX0808  PID         -  CX0808
 CX0808  STATE/COUNTY-  NM/DONA ANA
 CX0808  USGS QUAD   -  GARDNER PEAK (1981)
 CX0808
 CX0808                         *CURRENT SURVEY CONTROL
 CX0808  ___________________________________________________________________
 CX0808* NAD 83(1986)-  32 48 15.     (N)    106 30 14.     (W)     SCALED    
 CX0808* NAVD 88     -      1309.919  (meters)    4297.63   (feet)  ADJUSTED  
 CX0808  ___________________________________________________________________
 CX0808  GEOID HEIGHT-         -23.04  (meters)                     GEOID03
 CX0808  DYNAMIC HT  -        1308.031 (meters)    4291.43  (feet)  COMP
 CX0808  MODELED GRAV-     979,150.8   (mgal)                       NAVD 88
 CX0808
 CX0808  VERT ORDER  -  SECOND    CLASS 0
 CX0808
 CX0808.The horizontal coordinates were scaled from a topographic map and have
 CX0808.an estimated accuracy of +/- 6 seconds.
 CX0808
 CX0808.The orthometric height was determined by differential leveling
 CX0808.and adjusted by the National Geodetic Survey in June 1991..
 CX0808
 CX0808.The geoid height was determined by GEOID03.
 CX0808
 CX0808.The dynamic height is computed by dividing the NAVD 88
 CX0808.geopotential number by the normal gravity value computed on the
 CX0808.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0808.degrees latitude (g = 980.6199 gals.).
 CX0808
 CX0808.The modeled gravity was interpolated from observed gravity values.
 CX0808
 CX0808;                    North         East    Units  Estimated Accuracy
 CX0808;SPC NM C     -   200,060.      476,220.      MT  (+/- 180 meters Scaled)
 CX0808
 CX0808                          SUPERSEDED SURVEY CONTROL
 CX0808
 CX0808  NGVD 29 (??/??/92) 1309.343  (m)         4295.74   (f) ADJ UNCH    2 0
 CX0808
 CX0808.Superseded values are not recommended for survey control.
 CX0808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0808.See file dsdata.txt to determine how the superseded data were derived.
 CX0808
 CX0808_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS591305(NAD 83)
 CX0808_MARKER: DR = REFERENCE MARK DISK
 CX0808_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CX0808_SP_SET: DRILL HOLE
 CX0808_STAMPING: D 3 WSPG NO 2 1952
 CX0808_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX0808
 CX0808  HISTORY     - Date     Condition        Report By
 CX0808  HISTORY     - 1952     MONUMENTED       WSMR
 CX0808  HISTORY     - 1968     GOOD             NGS
 CX0808
 CX0808                          STATION DESCRIPTION
 CX0808
 CX0808'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CX0808'24.5 MI SW FROM HOLLOMAN AIR FORCE BASE.
 CX0808'TO REACH THE STATION FROM THE SOUTH END OF THE HOLLOMAN AIR FORCE BASE
 CX0808'HIGH SPEED TEST TRACK, GO WESTERLY ON ROAD 303 FOR 9.5 MILES TO A FORK
 CX0808'AND A CHECK POINT ON THE LEFT.  TAKE THE RIGHT FORK AND GO NORTHWEST
 CX0808'AND NORTH ON ROAD 303 FOR 4.5 MILES TO WHERE THE ROAD CURVES BACK TO
 CX0808'THE WEST AND A SMALL WHITE BUILDING AND A ASTRODOME ON THE RIGHT,
 CX0808'CONTINUE WEST ON ROAD 303 FOR 9.05 MILES TO ROUTE 7, TURN LEFT AND GO
 CX0808'SOUTH ON ROUTE 7 FOR 4.15 MILES TO A SIDE ROAD ON THE RIGHT. TURN
 CX0808'RIGHT AND GO WEST ON A DIRT ROAD FOR 0.15 MILE TO A FORK AND POWER
 CX0808'LINE POLE NUMBER 7 ON THE LEFT, TAKE THE RIGHT FORK AND CONTINUE WEST
 CX0808'ON DIRT ROAD FOR 0.35 MILE TO A CROSSROAD AND A CORRAL AND WINDMILL ON
 CX0808'THE RIGHT, CONTINUE WEST ON DIRT ROAD FOR 0.1 MILE TO A
 CX0808'T-INTERSECTION.  TURN LEFT AND GO SOUTHWEST AND THEN NORTH ON MAIN
 CX0808'GRAVELED ROAD FOR 0.85 MILE TO THE TOP OF A KNOLL AND THE MARK.  IT IS
 CX0808'A STANDARD DISK, CEMENTED IN A DRILL HOLE IN THE TOP OF A 1 BY 1 FOOT
 CX0808'ROCK OUTCROP, THAT PROJECTS 3 INCHES ABOVE THE GROUND, 47.0 FEET EAST
 CX0808'OF A RADIO MAST, 20.4 FEET SOUTH OF THE SOUTHEAST CORNER OF BUILDING
 CX0808'NUMBERED 28881, 13.4 FEET WEST OF A YELLOW WOOD FENCE AND 46.2 FEET
 CX0808'WEST OF TRIANGULATION STATION D 3 WSPG 1952.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0868 ***********************************************************************
 GM0868  DESIGNATION -  D 30 RESET
 GM0868  PID         -  GM0868
 GM0868  STATE/COUNTY-  NM/RIO ARRIBA
 GM0868  USGS QUAD   -  VELARDE (1995)
 GM0868
 GM0868                         *CURRENT SURVEY CONTROL
 GM0868  ___________________________________________________________________
 GM0868* NAD 83(1986)-  36 08 46.     (N)    105 58 56.     (W)     SCALED    
 GM0868* NAVD 88     -      1782.09   (+/-2cm)    5846.7    (feet)  VERTCON   
 GM0868  ___________________________________________________________________
 GM0868  GEOID HEIGHT-         -18.66  (meters)                     GEOID03
 GM0868
 GM0868  VERT ORDER  -  THIRD (See Below)
 GM0868
 GM0868.The horizontal coordinates were scaled from a topographic map and have
 GM0868.an estimated accuracy of +/- 6 seconds.
 GM0868
 GM0868.The NAVD 88 height was computed by applying the VERTCON shift value to
 GM0868.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GM0868.The vertical order pertains to the NGVD 29 superseded value.
 GM0868
 GM0868.The geoid height was determined by GEOID03.
 GM0868
 GM0868;                    North         East    Units  Estimated Accuracy
 GM0868;SPC NM C     -   570,760.      524,100.      MT  (+/- 180 meters Scaled)
 GM0868
 GM0868                          SUPERSEDED SURVEY CONTROL
 GM0868
 GM0868  NGVD 29 (06/15/00) 1781.06   (m)         5843.4    (f) RESET       3  
 GM0868
 GM0868.Superseded values are not recommended for survey control.
 GM0868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0868.See file dsdata.txt to determine how the superseded data were derived.
 GM0868
 GM0868_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDA116006(NAD 83)
 GM0868_MARKER: DV = VERTICAL CONTROL DISK
 GM0868_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 GM0868_SP_SET: WINGWALL
 GM0868_STAMPING: D 30 RESET 1985
 GM0868_MARK LOGO: NGS   
 GM0868_MAGNETIC: N = NO MAGNETIC MATERIAL
 GM0868_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GM0868
 GM0868  HISTORY     - Date     Condition        Report By
 GM0868  HISTORY     - 1985     MONUMENTED       NGS
 GM0868
 GM0868                          STATION DESCRIPTION
 GM0868
 GM0868'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 GM0868'ABOUT 1.5 MI (2.4 KM) SOUTHWEST ALONG STATE HIGHWAY 68 FROM VELARDE,
 GM0868'0.2 MI (0.3 KM) SOUTHWEST OF ESPANOLA MUNICIPAL SCHOOL DISTRICT NO
 GM0868'45, VELARDE SCHOOL, IN A BRIDGE OVER RIO TRUCHAS WASH IN THE WEST END
 GM0868'OF NORTH PARAPET WALL, 22 FT (6.7 M) NORTHWEST OF THE CENTERLINE OF
 GM0868'THE HIGHWAY, 47 FT (14.3 M) NORTHEAST OF THE CENTER OF THE BRIDGE,
 GM0868'157 FT (47.9 M) SOUTH OF THE OLD BENCH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0291 ***********************************************************************
 GM0291  DESIGNATION -  D 302
 GM0291  PID         -  GM0291
 GM0291  STATE/COUNTY-  NM/COLFAX
 GM0291  USGS QUAD   -  EAGLE NEST (1995)
 GM0291
 GM0291                         *CURRENT SURVEY CONTROL
 GM0291  ___________________________________________________________________
 GM0291* NAD 83(1986)-  36 36 11.     (N)    105 16 29.     (W)     SCALED    
 GM0291* NAVD 88     -      2561.564  (meters)    8404.06   (feet)  ADJUSTED  
 GM0291  ___________________________________________________________________
 GM0291  GEOID HEIGHT-         -16.54  (meters)                     GEOID03
 GM0291  DYNAMIC HT  -        2557.894 (meters)    8392.02  (feet)  COMP
 GM0291  MODELED GRAV-     979,106.7   (mgal)                       NAVD 88
 GM0291
 GM0291  VERT ORDER  -  SECOND    CLASS 0
 GM0291
 GM0291.The horizontal coordinates were scaled from a topographic map and have
 GM0291.an estimated accuracy of +/- 6 seconds.
 GM0291
 GM0291.The orthometric height was determined by differential leveling
 GM0291.and adjusted by the National Geodetic Survey in June 1991..
 GM0291
 GM0291.The geoid height was determined by GEOID03.
 GM0291
 GM0291.The dynamic height is computed by dividing the NAVD 88
 GM0291.geopotential number by the normal gravity value computed on the
 GM0291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GM0291.degrees latitude (g = 980.6199 gals.).
 GM0291
 GM0291.The modeled gravity was interpolated from observed gravity values.
 GM0291
 GM0291;                    North         East    Units  Estimated Accuracy
 GM0291;SPC NM E     -   621,840.       80,780.      MT  (+/- 180 meters Scaled)
 GM0291
 GM0291                          SUPERSEDED SURVEY CONTROL
 GM0291
 GM0291  NGVD 29 (??/??/92) 2560.282  (m)         8399.86   (f) ADJ UNCH    2 0
 GM0291
 GM0291.Superseded values are not recommended for survey control.
 GM0291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0291.See file dsdata.txt to determine how the superseded data were derived.
 GM0291
 GM0291_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDA754508(NAD 83)
 GM0291_MARKER: DB = BENCH MARK DISK
 GM0291_SETTING: 66 = SET IN ROCK OUTCROP
 GM0291_SP_SET: ROCK OUTCROP
 GM0291_STAMPING: D 302 1957
 GM0291_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GM0291+STABILITY: POSITION/ELEVATION WELL
 GM0291
 GM0291  HISTORY     - Date     Condition        Report By
 GM0291  HISTORY     - 1957     MONUMENTED       CGS
 GM0291  HISTORY     - 1963     GOOD             USGS
 GM0291
 GM0291                          STATION DESCRIPTION
 GM0291
 GM0291'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 GM0291'5.05 MI N FROM EAGLE NEST.
 GM0291'EAGLE NEST, ABOUT 5.05 MILES NORTH OF ALONG STATE HWY 38 FROM ITS
 GM0291'JUNCTION WITH U.S. HWY 64 AT EAGLE NEST.  THENCE WEST ACROSS A
 GM0291'CATTLEGUARD ONTO THE OLD HWY 38, THENCE 1.3 MI SOUTHWEST AND SOUTH TO
 GM0291'AN OLD BRIDGE, 0.15 MI SW OF THE BRIDGE, 98 FT WEST OF THE CENTERLINE
 GM0291'OF THE OLD HWY 38, 62 FT SW OF THE FENCE LINE, 13 FT WEST OF A FENCE
 GM0291'LINE, ABOUT 4 FT ABOVE THE LEVEL OF THE HIGHWAY AND IN THE TOP OF A
 GM0291'ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0349 ***********************************************************************
 GM0349  DESIGNATION -  D 303
 GM0349  PID         -  GM0349
 GM0349  STATE/COUNTY-  NM/COLFAX
 GM0349  USGS QUAD   -  OSHA MOUNTAIN (1995)
 GM0349
 GM0349                         *CURRENT SURVEY CONTROL
 GM0349  ___________________________________________________________________
 GM0349* NAD 83(1986)-  36 16 11.     (N)    105 15 05.     (W)     SCALED    
 GM0349* NAVD 88     -      2625.401  (meters)    8613.50   (feet)  ADJUSTED  
 GM0349  ___________________________________________________________________
 GM0349  GEOID HEIGHT-         -17.10  (meters)                     GEOID03
 GM0349  DYNAMIC HT  -        2621.532 (meters)    8600.81  (feet)  COMP
 GM0349  MODELED GRAV-     979,063.5   (mgal)                       NAVD 88
 GM0349
 GM0349  VERT ORDER  -  SECOND    CLASS 0
 GM0349
 GM0349.The horizontal coordinates were scaled from a topographic map and have
 GM0349.an estimated accuracy of +/- 6 seconds.
 GM0349
 GM0349.The orthometric height was determined by differential leveling
 GM0349.and adjusted by the National Geodetic Survey in June 1991..
 GM0349
 GM0349.The geoid height was determined by GEOID03.
 GM0349
 GM0349.The dynamic height is computed by dividing the NAVD 88
 GM0349.geopotential number by the normal gravity value computed on the
 GM0349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GM0349.degrees latitude (g = 980.6199 gals.).
 GM0349
 GM0349.The modeled gravity was interpolated from observed gravity values.
 GM0349
 GM0349;                    North         East    Units  Estimated Accuracy
 GM0349;SPC NM E     -   584,840.       82,510.      MT  (+/- 180 meters Scaled)
 GM0349
 GM0349                          SUPERSEDED SURVEY CONTROL
 GM0349
 GM0349  NGVD 29 (??/??/92) 2624.100  (m)         8609.23   (f) ADJ UNCH    2 0
 GM0349
 GM0349.Superseded values are not recommended for survey control.
 GM0349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0349.See file dsdata.txt to determine how the superseded data were derived.
 GM0349
 GM0349_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDA774138(NAD 83)
 GM0349_MARKER: DB = BENCH MARK DISK
 GM0349_SETTING: 66 = SET IN ROCK OUTCROP
 GM0349_SP_SET: ROCK OUTCROP
 GM0349_STAMPING: D 303 1957
 GM0349_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GM0349+STABILITY: POSITION/ELEVATION WELL
 GM0349
 GM0349  HISTORY     - Date     Condition        Report By
 GM0349  HISTORY     - 1957     MONUMENTED       CGS
 GM0349
 GM0349                          STATION DESCRIPTION
 GM0349
 GM0349'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GM0349'22.7 MI S FROM EAGLE NEST.
 GM0349'ABOUT 22.7 MILES SOUTH ALONG STATE HIGHWAY 38 FROM THE POST OFFICE AT
 GM0349'EAGLE NEST, IN SECTION 33, T.24 N., R. 16 W., 60 FEET EAST-NORTHEAST
 GM0349'OF THE CENTER LINE OF THE HIGHWAY, 169 FEET NORTH OF A FENCE CORNER
 GM0349'POST, 164 FEET NORTH-NORTHWEST OF A FENCE LINE, ABOUT 5 FEET ABOVE THE
 GM0349'LEVEL OF THE HIGHWAY AND IN THE TOP OF A ROCK OUTCROP THAT PROJECTS 10
 GM0349'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0368 ***********************************************************************
 CW0368  DESIGNATION -  D 308
 CW0368  PID         -  CW0368
 CW0368  STATE/COUNTY-  NM/OTERO
 CW0368  USGS QUAD   -  VAN WINKLE LAKE (1970)
 CW0368
 CW0368                         *CURRENT SURVEY CONTROL
 CW0368  ___________________________________________________________________
 CW0368* NAD 83(1986)-  32 08 59.     (N)    105 17 17.     (W)     SCALED    
 CW0368* NAVD 88     -      1275.271  (meters)    4183.95   (feet)  POSTED    
 CW0368  ___________________________________________________________________
 CW0368  GEOID HEIGHT-         -22.37  (meters)                     GEOID03
 CW0368  DYNAMIC HT  -        1273.370 (meters)    4177.71  (feet)  COMP
 CW0368  MODELED GRAV-     979,100.8   (mgal)                       NAVD 88
 CW0368
 CW0368  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 CW0368
 CW0368.The horizontal coordinates were scaled from a topographic map and have
 CW0368.an estimated accuracy of +/- 6 seconds.
 CW0368
 CW0368.The orthometric height was determined by differential leveling
 CW0368.and adjusted by the National Geodetic Survey in 1992..
 CW0368.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 CW0368.rate of 0.0 thru 1.0 mm/km.
 CW0368
 CW0368.The geoid height was determined by GEOID03.
 CW0368
 CW0368.The dynamic height is computed by dividing the NAVD 88
 CW0368.geopotential number by the normal gravity value computed on the
 CW0368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0368.degrees latitude (g = 980.6199 gals.).
 CW0368
 CW0368.The modeled gravity was interpolated from observed gravity values.
 CW0368
 CW0368;                    North         East    Units  Estimated Accuracy
 CW0368;SPC NM C     -   127,870.      590,740.      MT  (+/- 180 meters Scaled)
 CW0368
 CW0368                          SUPERSEDED SURVEY CONTROL
 CW0368
 CW0368  NGVD 29 (??/??/92) 1274.719  (m)         4182.14   (f) ADJ UNCH    2 0
 CW0368
 CW0368.Superseded values are not recommended for survey control.
 CW0368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0368.See file dsdata.txt to determine how the superseded data were derived.
 CW0368
 CW0368_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDR728570(NAD 83)
 CW0368_MARKER: DB = BENCH MARK DISK
 CW0368_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CW0368_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CW0368_STAMPING: D 308 1958
 CW0368_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CW0368+STABILITY: SURFACE MOTION
 CW0368
 CW0368  HISTORY     - Date     Condition        Report By
 CW0368  HISTORY     - 1958     MONUMENTED       CGS
 CW0368
 CW0368                          STATION DESCRIPTION
 CW0368
 CW0368'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CW0368'17.35 MI NW FROM DELL CITY, TEXAS.
 CW0368'ABOUT 3.15 MILES NORTH ALONG FARM ROAD 1437 FROM THE POST OFFICE AT
 CW0368'DELL CITY, THENCE 11.5 MILES NORTH ALONG A DIRT ROAD, THENCE 2.7 MILES
 CW0368'NORTHWEST ALONG A DIRT ROAD, 38 FEET NORTH-NORTHWEST OF THE CENTER
 CW0368'LINE OF THE ROAD, ABOUT 0.3 MILE NORTH OF AN OLD RANCH HOUSE, 33 FEET
 CW0368'NORTH-NORTHWEST OF THE NORTH END OF A CATTLE GUARD, 2 FEET
 CW0368'EAST-NORTHEAST OF A FENCE, 2 FEET SOUTH OF A WHITE WOODEN WITNESS
 CW0368'POST, ABOUT LEVEL WITH THE ROAD, AND IN THE TOP OF A CONCRETE POST
 CW0368'PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0424 ***********************************************************************
 CW0424  DESIGNATION -  D 309
 CW0424  PID         -  CW0424
 CW0424  STATE/COUNTY-  NM/OTERO
 CW0424  USGS QUAD   -  ALAMO MOUNTAIN NE (1975)
 CW0424
 CW0424                         *CURRENT SURVEY CONTROL
 CW0424  ___________________________________________________________________
 CW0424* NAD 83(1986)-  32 10 57.     (N)    105 34 48.     (W)     SCALED    
 CW0424* NAVD 88     -      1404.122  (meters)    4606.69   (feet)  POSTED    
 CW0424  ___________________________________________________________________
 CW0424  GEOID HEIGHT-         -22.26  (meters)                     GEOID03
 CW0424  DYNAMIC HT  -        1401.990 (meters)    4599.70  (feet)  COMP
 CW0424  MODELED GRAV-     979,072.2   (mgal)                       NAVD 88
 CW0424
 CW0424  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 CW0424
 CW0424.The horizontal coordinates were scaled from a topographic map and have
 CW0424.an estimated accuracy of +/- 6 seconds.
 CW0424
 CW0424.The orthometric height was determined by differential leveling
 CW0424.and adjusted by the National Geodetic Survey in 1992..
 CW0424.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 CW0424.rate of 0.0 thru 1.0 mm/km.
 CW0424
 CW0424.The geoid height was determined by GEOID03.
 CW0424
 CW0424.The dynamic height is computed by dividing the NAVD 88
 CW0424.geopotential number by the normal gravity value computed on the
 CW0424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0424.degrees latitude (g = 980.6199 gals.).
 CW0424
 CW0424.The modeled gravity was interpolated from observed gravity values.
 CW0424
 CW0424;                    North         East    Units  Estimated Accuracy
 CW0424;SPC NM C     -   131,300.      563,180.      MT  (+/- 180 meters Scaled)
 CW0424
 CW0424                          SUPERSEDED SURVEY CONTROL
 CW0424
 CW0424  NGVD 29 (??/??/92) 1403.529  (m)         4604.74   (f) ADJ UNCH    2 0
 CW0424
 CW0424.Superseded values are not recommended for survey control.
 CW0424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0424.See file dsdata.txt to determine how the superseded data were derived.
 CW0424
 CW0424_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDR453608(NAD 83)
 CW0424_MARKER: DB = BENCH MARK DISK
 CW0424_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CW0424_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CW0424_STAMPING: D 309 1958
 CW0424_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CW0424+STABILITY: SURFACE MOTION
 CW0424
 CW0424  HISTORY     - Date     Condition        Report By
 CW0424  HISTORY     - 1958     MONUMENTED       CGS
 CW0424  HISTORY     - 1962     GOOD             PECO
 CW0424
 CW0424                          STATION DESCRIPTION
 CW0424
 CW0424'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CW0424'36.15 MI NW FROM DELL CITY, TEXAS.
 CW0424'ABOUT 3.15 MILES NORTH ALONG FARM ROAD 1437 FROM THE POST OFFICE AT
 CW0424'DELL CITY, THENCE 11.5 MILES NORTH ALONG A DIRT ROAD, THENCE 2.7 MILES
 CW0424'NORTHWEST ALONG A DIRT ROAD, THENCE 0.5 MILE SOUTHWEST ALONG A DIRT
 CW0424'ROAD, THENCE 17.8 MILES WEST ALONG A DIRT ROAD, THENCE 0.5 MILE
 CW0424'NORTHEAST ALONG A DIRT ROAD, 47 FEET SOUTHEAST OF THE CENTER LINE OF
 CW0424'THE ROAD, 121 FEET NORTH OF THE CENTER LINE OF A TRAIL ROAD, 2 FEET
 CW0424'NORTH OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND
 CW0424'IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 CW0424
 CW0424                          STATION RECOVERY (1962)
 CW0424
 CW0424'RECOVERY NOTE BY POHLY EXPLORATION COMPANY 1962
 CW0424'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0495 ***********************************************************************
 GM0495  DESIGNATION -  D 31
 GM0495  PID         -  GM0495
 GM0495  STATE/COUNTY-  NM/TAOS
 GM0495  USGS QUAD   -  SERVILLETA PLAZA (1995)
 GM0495
 GM0495                         *CURRENT SURVEY CONTROL
 GM0495  ___________________________________________________________________
 GM0495* NAD 83(1986)-  36 29 31.     (N)    105 54 01.     (W)     SCALED    
 GM0495* NAVD 88     -      2335.894  (meters)    7663.68   (feet)  ADJUSTED  
 GM0495  ___________________________________________________________________
 GM0495  GEOID HEIGHT-         -17.83  (meters)                     GEOID03
 GM0495  DYNAMIC HT  -        2332.625 (meters)    7652.95  (feet)  COMP
 GM0495  MODELED GRAV-     979,148.4   (mgal)                       NAVD 88
 GM0495
 GM0495  VERT ORDER  -  FIRST     CLASS II
 GM0495
 GM0495.The horizontal coordinates were scaled from a topographic map and have
 GM0495.an estimated accuracy of +/- 6 seconds.
 GM0495
 GM0495.The orthometric height was determined by differential leveling
 GM0495.and adjusted by the National Geodetic Survey in June 1991..
 GM0495
 GM0495.The geoid height was determined by GEOID03.
 GM0495
 GM0495.The dynamic height is computed by dividing the NAVD 88
 GM0495.geopotential number by the normal gravity value computed on the
 GM0495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GM0495.degrees latitude (g = 980.6199 gals.).
 GM0495
 GM0495.The modeled gravity was interpolated from observed gravity values.
 GM0495
 GM0495;                    North         East    Units  Estimated Accuracy
 GM0495;SPC NM C     -   609,150.      531,330.      MT  (+/- 180 meters Scaled)
 GM0495
 GM0495                          SUPERSEDED SURVEY CONTROL
 GM0495
 GM0495  NGVD 29 (??/??/92) 2334.659  (m)         7659.63   (f) ADJ UNCH    1 2
 GM0495
 GM0495.Superseded values are not recommended for survey control.
 GM0495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0495.See file dsdata.txt to determine how the superseded data were derived.
 GM0495
 GM0495_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDA193388(NAD 83)
 GM0495_MARKER: DB = BENCH MARK DISK
 GM0495_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GM0495_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GM0495_STAMPING: 7659.627 D 31 1933
 GM0495_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GM0495+STABILITY: SURFACE MOTION
 GM0495
 GM0495  HISTORY     - Date     Condition        Report By
 GM0495  HISTORY     - 1933     MONUMENTED       CGS
 GM0495  HISTORY     - 1959     GOOD             USGS
 GM0495  HISTORY     - 1984     MARK NOT FOUND   NGS
 GM0495
 GM0495                          STATION DESCRIPTION
 GM0495
 GM0495'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 GM0495'9.5 MI N FROM TAOS JUNCTION.
 GM0495'9.5 MI. NORTH OF TAOS JUNCTION.  ABOUT  21 MILES EAST AND NORTH OF THE
 GM0495'CHURCH AT OJO CALIENTE ALONG U. S. HWY. 285, THENCE 0.5 MI. EAST ALONG
 GM0495'TRACK RD.  THENCE 0.2 MI. SOUTH ALONG A DISMANTLED RAILROAD. 450 FT.
 GM0495'SOUTH OF A RD. CROSSING. FT. WEST      OF THE RAILROAD BED. A STD.
 GM0495'DISK STAMPED 7659.627 D 31 1933 AND SET IN THE TOP OF A CONCRETE POST.
 GM0495'NOTE-- RAILROAD DISMANTLED, TAOS JUNCTION NO LONGER EXISTS.
 GM0495
 GM0495                          STATION RECOVERY (1984)
 GM0495
 GM0495'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GM0495'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0361 ***********************************************************************
 CV0361  DESIGNATION -  D 310
 CV0361  PID         -  CV0361
 CV0361  STATE/COUNTY-  NM/LEA
 CV0361  USGS QUAD   -  JAL (1979)
 CV0361
 CV0361                         *CURRENT SURVEY CONTROL
 CV0361  ___________________________________________________________________
 CV0361* NAD 83(1986)-  32 07 24.     (N)    103 09 33.     (W)     SCALED    
 CV0361* NAVD 88     -       940.971  (meters)    3087.17   (feet)  ADJUSTED  
 CV0361  ___________________________________________________________________
 CV0361  GEOID HEIGHT-         -23.43  (meters)                     GEOID03
 CV0361  DYNAMIC HT  -         939.656 (meters)    3082.85  (feet)  COMP
 CV0361  MODELED GRAV-     979,209.3   (mgal)                       NAVD 88
 CV0361
 CV0361  VERT ORDER  -  SECOND    CLASS 0
 CV0361
 CV0361.The horizontal coordinates were scaled from a topographic map and have
 CV0361.an estimated accuracy of +/- 6 seconds.
 CV0361
 CV0361.The orthometric height was determined by differential leveling
 CV0361.and adjusted by the National Geodetic Survey in June 1991..
 CV0361
 CV0361.The geoid height was determined by GEOID03.
 CV0361
 CV0361.The dynamic height is computed by dividing the NAVD 88
 CV0361.geopotential number by the normal gravity value computed on the
 CV0361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0361.degrees latitude (g = 980.6199 gals.).
 CV0361
 CV0361.The modeled gravity was interpolated from observed gravity values.
 CV0361
 CV0361;                    North         East    Units  Estimated Accuracy
 CV0361;SPC NM E     -   125,150.      275,800.      MT  (+/- 180 meters Scaled)
 CV0361
 CV0361                          SUPERSEDED SURVEY CONTROL
 CV0361
 CV0361  NGVD 29 (??/??/92)  940.566  (m)         3085.84   (f) ADJ UNCH    2 0
 CV0361
 CV0361.Superseded values are not recommended for survey control.
 CV0361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0361.See file dsdata.txt to determine how the superseded data were derived.
 CV0361
 CV0361_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFR736555(NAD 83)
 CV0361_MARKER: DB = BENCH MARK DISK
 CV0361_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CV0361_SP_SET: FOUNDATION
 CV0361_STAMPING: D 310 1958
 CV0361_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CV0361
 CV0361  HISTORY     - Date     Condition        Report By
 CV0361  HISTORY     - 1958     MONUMENTED       CGS
 CV0361
 CV0361                          STATION DESCRIPTION
 CV0361
 CV0361'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CV0361'2.5 MI NE FROM JAL.
 CV0361'ABOUT 0.7 MILE NORTH ALONG THE TEXAS-NEW MEXICO RAILWAY FROM THE
 CV0361'STATION AT JAL, THENCE 1.8 MILES EAST ALONG STATE HIGHWAY 128, IN THE
 CV0361'TOP OF THE EAST END OF THE CONCRETE FOUNDATION OF THE CATTLE GUARD AT
 CV0361'THE ENTRANCE TO THE LEA COUNTY AIRPORT, 120 FEET NORTH OF THE CENTER
 CV0361'LINE OF THE HIGHWAY, 6 FEET EAST OF THE CENTER LINE OF THE ROAD TO THE
 CV0361'AIRPORT, ABOUT LEVEL WITH THE HIGHWAY, AND ABOUT FLUSH WITH THE
 CV0361'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0352 ***********************************************************************
 CV0352  DESIGNATION -  D 311
 CV0352  PID         -  CV0352
 CV0352  STATE/COUNTY-  NM/LEA
 CV0352  USGS QUAD   -  JAL (1979)
 CV0352
 CV0352                         *CURRENT SURVEY CONTROL
 CV0352  ___________________________________________________________________
 CV0352* NAD 83(1986)-  32 03 53.     (N)    103 13 16.     (W)     SCALED    
 CV0352* NAVD 88     -       900.774  (meters)    2955.29   (feet)  ADJUSTED  
 CV0352  ___________________________________________________________________
 CV0352  GEOID HEIGHT-         -23.89  (meters)                     GEOID03
 CV0352  DYNAMIC HT  -         899.499 (meters)    2951.11  (feet)  COMP
 CV0352  MODELED GRAV-     979,193.7   (mgal)                       NAVD 88
 CV0352
 CV0352  VERT ORDER  -  SECOND    CLASS 0
 CV0352
 CV0352.The horizontal coordinates were scaled from a topographic map and have
 CV0352.an estimated accuracy of +/- 6 seconds.
 CV0352
 CV0352.The orthometric height was determined by differential leveling
 CV0352.and adjusted by the National Geodetic Survey in June 1991..
 CV0352
 CV0352.The geoid height was determined by GEOID03.
 CV0352
 CV0352.The dynamic height is computed by dividing the NAVD 88
 CV0352.geopotential number by the normal gravity value computed on the
 CV0352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0352.degrees latitude (g = 980.6199 gals.).
 CV0352
 CV0352.The modeled gravity was interpolated from observed gravity values.
 CV0352
 CV0352;                    North         East    Units  Estimated Accuracy
 CV0352;SPC NM E     -   118,590.      270,020.      MT  (+/- 180 meters Scaled)
 CV0352
 CV0352                          SUPERSEDED SURVEY CONTROL
 CV0352
 CV0352  NGVD 29 (??/??/92)  900.358  (m)         2953.92   (f) ADJ UNCH    2 0
 CV0352
 CV0352.Superseded values are not recommended for survey control.
 CV0352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0352.See file dsdata.txt to determine how the superseded data were derived.
 CV0352
 CV0352_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFR679489(NAD 83)
 CV0352_MARKER: DB = BENCH MARK DISK
 CV0352_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0352_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CV0352_STAMPING: D 311 1958
 CV0352_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CV0352+STABILITY: SURFACE MOTION
 CV0352
 CV0352  HISTORY     - Date     Condition        Report By
 CV0352  HISTORY     - 1958     MONUMENTED       CGS
 CV0352  HISTORY     - 1969     MARK NOT FOUND   USGS
 CV0352
 CV0352                          STATION DESCRIPTION
 CV0352
 CV0352'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CV0352'3.95 MI SW FROM JAL.
 CV0352'ABOUT 0.4 MILE SOUTHWEST ALONG EL PASO DRIVE FROM THE TEXAS-NEW MEXICO
 CV0352'RAILWAY STATION AT JAL, THENCE 3.0 MILE SOUTH ALONG A PAVED ROAD,
 CV0352'THENCE 0.55 MILE WEST ALONG THE EL PASO NATURAL GAS COMPANY PIPELINE
 CV0352'ROAD, ABOUT 0.1 MILE WEST OF THE JUNCTION OF A DIRT ROAD LEADING
 CV0352'NORTH, 24 FEET NORTH OF THE CENTER LINE OF THE PIPELINE ROAD, IN LINE
 CV0352'WITH A ROW OF TELEPHONE POLES, 61 FEET WEST OF A TELEPHONE POLE, 2
 CV0352'FEET EAST OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL
 CV0352'OF THE ROAD, AND IN THE TOP OF A CONCRETE POST PROJECTING 9 INCHES.
 CV0352
 CV0352                          STATION RECOVERY (1969)
 CV0352
 CV0352'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 CV0352'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0589 ***********************************************************************
 CW0589  DESIGNATION -  D 312 RESET
 CW0589  PID         -  CW0589
 CW0589  STATE/COUNTY-  NM/OTERO
 CW0589  USGS QUAD   -  SACRAMENTO (1974)
 CW0589
 CW0589                         *CURRENT SURVEY CONTROL
 CW0589  ___________________________________________________________________
 CW0589* NAD 83(1986)-  32 48 11.     (N)    105 30 12.     (W)     SCALED    
 CW0589* NAVD 88     -      2119.66   (+/-2cm)    6954.3    (feet)  VERTCON   
 CW0589  ___________________________________________________________________
 CW0589  GEOID HEIGHT-         -20.21  (meters)                     GEOID03
 CW0589
 CW0589  VERT ORDER  -  THIRD (See Below)
 CW0589
 CW0589.The horizontal coordinates were scaled from a topographic map and have
 CW0589.an estimated accuracy of +/- 6 seconds.
 CW0589
 CW0589.The NAVD 88 height was computed by applying the VERTCON shift value to
 CW0589.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CW0589.The vertical order pertains to the NGVD 29 superseded value.
 CW0589
 CW0589.The geoid height was determined by GEOID03.
 CW0589
 CW0589;                    North         East    Units  Estimated Accuracy
 CW0589;SPC NM C     -   200,160.      569,930.      MT  (+/- 180 meters Scaled)
 CW0589
 CW0589                          SUPERSEDED SURVEY CONTROL
 CW0589
 CW0589  NGVD 29 (06/15/00) 2118.88   (m)         6951.7    (f) RESET       3  
 CW0589
 CW0589.Superseded values are not recommended for survey control.
 CW0589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0589.See file dsdata.txt to determine how the superseded data were derived.
 CW0589
 CW0589_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDS528295(NAD 83)
 CW0589_MARKER: DD = SURVEY DISK
 CW0589_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CW0589_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CW0589_STAMPING: D 312 RESET 1962
 CW0589_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CW0589+STABILITY: SURFACE MOTION
 CW0589
 CW0589  HISTORY     - Date     Condition        Report By
 CW0589  HISTORY     - 1962     MONUMENTED       NMHD
 CW0589
 CW0589                          STATION DESCRIPTION
 CW0589
 CW0589'DESCRIBED BY NM HIGHWAY DEPT 1962
 CW0589'1.15 MI E FROM WEED.
 CW0589'ABOUT 0.15 MILE NORTH ALONG A DIRT ROAD FROM THE POST OFFICE AT WEED,
 CW0589'THENCE 0.55 MILE EAST ALONG A DIRT ROAD, THENCE 0.45 MILE EAST ALONG
 CW0589'STATE HIGHWAY 24, 25 FEET NORTH OF THE CENTERLINE OF THE ROAD, 19 FEET
 CW0589'WEST OF THE CENTER OF A WIRE GATE, 2 FEET SOUTH OF A FENCE, 2 FEET
 CW0589'WEST OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF
 CW0589'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES
 CW0589'ABOVE THE GROUND.  NOTE-- 92 FEET NORTHEAST OF ORIGINAL B.M. D 312,
 CW0589'AND 68 FEET RIGHT OF THE CENTERLINE OF PRESENT ROAD S.R. 24 STATION
 CW0589'1017+18.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0391 ***********************************************************************
 CW0391  DESIGNATION -  D 313
 CW0391  PID         -  CW0391
 CW0391  STATE/COUNTY-  NM/OTERO
 CW0391  USGS QUAD   -  EL PASO DRAW (1980)
 CW0391
 CW0391                         *CURRENT SURVEY CONTROL
 CW0391  ___________________________________________________________________
 CW0391* NAD 83(1986)-  32 28 35.     (N)    105 43 58.     (W)     SCALED    
 CW0391* NAVD 88     -      1557.107  (meters)    5108.61   (feet)  POSTED    
 CW0391  ___________________________________________________________________
 CW0391  GEOID HEIGHT-         -21.73  (meters)                     GEOID03
 CW0391  DYNAMIC HT  -        1554.740 (meters)    5100.84  (feet)  COMP
 CW0391  MODELED GRAV-     979,063.2   (mgal)                       NAVD 88
 CW0391
 CW0391  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 CW0391
 CW0391.The horizontal coordinates were scaled from a topographic map and have
 CW0391.an estimated accuracy of +/- 6 seconds.
 CW0391
 CW0391.The orthometric height was determined by differential leveling
 CW0391.and adjusted by the National Geodetic Survey in 1992..
 CW0391.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 CW0391.rate of 0.0 thru 1.0 mm/km.
 CW0391
 CW0391.The geoid height was determined by GEOID03.
 CW0391
 CW0391.The dynamic height is computed by dividing the NAVD 88
 CW0391.geopotential number by the normal gravity value computed on the
 CW0391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0391.degrees latitude (g = 980.6199 gals.).
 CW0391
 CW0391.The modeled gravity was interpolated from observed gravity values.
 CW0391
 CW0391;                    North         East    Units  Estimated Accuracy
 CW0391;SPC NM C     -   163,810.      548,620.      MT  (+/- 180 meters Scaled)
 CW0391
 CW0391                          SUPERSEDED SURVEY CONTROL
 CW0391
 CW0391  NGVD 29 (??/??/92) 1556.461  (m)         5106.49   (f) ADJ UNCH    2 0
 CW0391
 CW0391.Superseded values are not recommended for survey control.
 CW0391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0391.See file dsdata.txt to determine how the superseded data were derived.
 CW0391
 CW0391_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDR311934(NAD 83)
 CW0391_MARKER: DB = BENCH MARK DISK
 CW0391_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CW0391_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CW0391_STAMPING: D 313 1958
 CW0391_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CW0391+STABILITY: SURFACE MOTION
 CW0391
 CW0391  HISTORY     - Date     Condition        Report By
 CW0391  HISTORY     - 1958     MONUMENTED       CGS
 CW0391
 CW0391                          STATION DESCRIPTION
 CW0391
 CW0391'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CW0391'29.95 MI NE FROM OROGRANDE.
 CW0391'ABOUT 11.4 MILES NORTH ALONG U. S. HIGHWAY 54 FROM THE POST OFFICE AT
 CW0391'OROGRANDE, THENCE 18.55 MILES EAST ALONG A DIRT ROAD, 78 FEET NORTH OF
 CW0391'THE CENTER LINE OF THE ROAD, ABOUT 0.45 MILE EAST OF A LARGE DRY CREEK
 CW0391'BED, 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT 2 FEET ABOVE
 CW0391'THE LEVEL OF THE ROAD, AND IN THE TOP OF A CONCRETE POST PROJECTING 6
 CW0391'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0331 ***********************************************************************
 CW0331  DESIGNATION -  D 314
 CW0331  PID         -  CW0331
 CW0331  STATE/COUNTY-  NM/OTERO
 CW0331  USGS QUAD   -  PINON (1965)
 CW0331
 CW0331                         *CURRENT SURVEY CONTROL
 CW0331  ___________________________________________________________________
 CW0331* NAD 83(1986)-  32 34 50.     (N)    105 26 17.     (W)     SCALED    
 CW0331* NAVD 88     -      1885.739  (meters)    6186.80   (feet)  POSTED    
 CW0331  ___________________________________________________________________
 CW0331  GEOID HEIGHT-         -20.88  (meters)                     GEOID03
 CW0331  DYNAMIC HT  -        1882.790 (meters)    6177.12  (feet)  COMP
 CW0331  MODELED GRAV-     979,005.3   (mgal)                       NAVD 88
 CW0331
 CW0331  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 CW0331
 CW0331.The horizontal coordinates were scaled from a topographic map and have
 CW0331.an estimated accuracy of +/- 6 seconds.
 CW0331
 CW0331.The orthometric height was determined by differential leveling
 CW0331.and adjusted by the National Geodetic Survey in 1992..
 CW0331.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 CW0331.rate of 1.1 thru 2.0 mm/km.
 CW0331
 CW0331.The geoid height was determined by GEOID03.
 CW0331
 CW0331.The dynamic height is computed by dividing the NAVD 88
 CW0331.geopotential number by the normal gravity value computed on the
 CW0331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0331.degrees latitude (g = 980.6199 gals.).
 CW0331
 CW0331.The modeled gravity was interpolated from observed gravity values.
 CW0331
 CW0331;                    North         East    Units  Estimated Accuracy
 CW0331;SPC NM C     -   175,530.      576,230.      MT  (+/- 180 meters Scaled)
 CW0331
 CW0331                          SUPERSEDED SURVEY CONTROL
 CW0331
 CW0331  NGVD 29 (??/??/92) 1885.026  (m)         6184.46   (f) ADJ UNCH    2 0
 CW0331
 CW0331.Superseded values are not recommended for survey control.
 CW0331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0331.See file dsdata.txt to determine how the superseded data were derived.
 CW0331
 CW0331_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDS588048(NAD 83)
 CW0331_MARKER: DB = BENCH MARK DISK
 CW0331_SETTING: 66 = SET IN ROCK OUTCROP
 CW0331_SP_SET: OUTCROP
 CW0331_STAMPING: D 314 1958
 CW0331_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CW0331+STABILITY: POSITION/ELEVATION WELL
 CW0331
 CW0331  HISTORY     - Date     Condition        Report By
 CW0331  HISTORY     - 1958     MONUMENTED       CGS
 CW0331
 CW0331                          STATION DESCRIPTION
 CW0331
 CW0331'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CW0331'4.85 MI SW FROM PINON.
 CW0331'ABOUT 0.65 MILE SOUTH ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 CW0331'PINON, THENCE 2.8 MILES WEST ALONG A GRAVELED ROAD, THENCE 1.35 MILES
 CW0331'SOUTH ALONG A GRAVELED ROAD, THENCE 0.05 MILE EAST ALONG A GRAVELED
 CW0331'ROAD, IN THE TOP OF A FLAT ROCK OUTCROP ABOUT FLUSH WITH THE GROUND,
 CW0331'29 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 64 FEET SOUTHWEST OF THE
 CW0331'SOUTHWEST CORNER OF A BRIDGE, AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0389 ***********************************************************************
 CV0389  DESIGNATION -  D 315
 CV0389  PID         -  CV0389
 CV0389  STATE/COUNTY-  NM/EDDY
 CV0389  USGS QUAD   -  PADUCA BREAKS WEST (1973)
 CV0389
 CV0389                         *CURRENT SURVEY CONTROL
 CV0389  ___________________________________________________________________
 CV0389* NAD 83(1986)-  32 03 52.     (N)    103 44 49.     (W)     SCALED    
 CV0389* NAVD 88     -       987.170  (meters)    3238.74   (feet)  ADJUSTED  
 CV0389  ___________________________________________________________________
 CV0389  GEOID HEIGHT-         -25.47  (meters)                     GEOID03
 CV0389  DYNAMIC HT  -         985.702 (meters)    3233.92  (feet)  COMP
 CV0389  MODELED GRAV-     979,118.9   (mgal)                       NAVD 88
 CV0389
 CV0389  VERT ORDER  -  SECOND    CLASS 0
 CV0389
 CV0389.The horizontal coordinates were scaled from a topographic map and have
 CV0389.an estimated accuracy of +/- 6 seconds.
 CV0389
 CV0389.The orthometric height was determined by differential leveling
 CV0389.and adjusted by the National Geodetic Survey in June 1991..
 CV0389
 CV0389.The geoid height was determined by GEOID03.
 CV0389
 CV0389.The dynamic height is computed by dividing the NAVD 88
 CV0389.geopotential number by the normal gravity value computed on the
 CV0389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0389.degrees latitude (g = 980.6199 gals.).
 CV0389
 CV0389.The modeled gravity was interpolated from observed gravity values.
 CV0389
 CV0389;                    North         East    Units  Estimated Accuracy
 CV0389;SPC NM E     -   118,160.      220,370.      MT  (+/- 180 meters Scaled)
 CV0389
 CV0389                          SUPERSEDED SURVEY CONTROL
 CV0389
 CV0389  NGVD 29 (??/??/92)  986.671  (m)         3237.10   (f) ADJ UNCH    2 0
 CV0389
 CV0389.Superseded values are not recommended for survey control.
 CV0389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0389.See file dsdata.txt to determine how the superseded data were derived.
 CV0389
 CV0389_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFR182482(NAD 83)
 CV0389_MARKER: DB = BENCH MARK DISK
 CV0389_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0389_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CV0389_STAMPING: D 315 1958
 CV0389_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CV0389+STABILITY: SURFACE MOTION
 CV0389
 CV0389  HISTORY     - Date     Condition        Report By
 CV0389  HISTORY     - 1958     MONUMENTED       CGS
 CV0389
 CV0389                          STATION DESCRIPTION
 CV0389
 CV0389'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CV0389'28.25 MI SE FROM MALAGA.
 CV0389'ABOUT 12.3 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 CV0389'FROM THE STATION AT MALAGA, THENCE 15.95 MILES EAST ALONG THE EL PASO
 CV0389'NATURAL GAS COMPANY PIPELINE ROAD, 15 FEET SOUTH OF THE CENTER LINE OF
 CV0389'THE ROAD, 72 FEET SOUTHWEST OF AND ACROSS THE ROAD FROM TELEPHONE POLE
 CV0389'NUMBER 87, 2 FEET EAST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL
 CV0389'WITH THE ROAD, AND IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0748 ***********************************************************************
 DR0748  DESIGNATION -  D 316
 DR0748  PID         -  DR0748
 DR0748  STATE/COUNTY-  NM/CHAVES
 DR0748  USGS QUAD   -  HAGERMAN (1975)
 DR0748
 DR0748                         *CURRENT SURVEY CONTROL
 DR0748  ___________________________________________________________________
 DR0748* NAD 83(1986)-  33 00 09.     (N)    104 21 11.     (W)     SCALED    
 DR0748* NAVD 88     -      1031.413  (meters)    3383.89   (feet)  ADJUSTED  
 DR0748  ___________________________________________________________________
 DR0748  GEOID HEIGHT-         -23.11  (meters)                     GEOID03
 DR0748  DYNAMIC HT  -        1029.997 (meters)    3379.25  (feet)  COMP
 DR0748  MODELED GRAV-     979,229.3   (mgal)                       NAVD 88
 DR0748
 DR0748  VERT ORDER  -  FIRST     CLASS II
 DR0748
 DR0748.The horizontal coordinates were scaled from a topographic map and have
 DR0748.an estimated accuracy of +/- 6 seconds.
 DR0748
 DR0748.The orthometric height was determined by differential leveling
 DR0748.and adjusted by the National Geodetic Survey in June 1991..
 DR0748
 DR0748.The geoid height was determined by GEOID03.
 DR0748
 DR0748.The dynamic height is computed by dividing the NAVD 88
 DR0748.geopotential number by the normal gravity value computed on the
 DR0748.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0748.degrees latitude (g = 980.6199 gals.).
 DR0748
 DR0748.The modeled gravity was interpolated from observed gravity values.
 DR0748
 DR0748;                    North         East    Units  Estimated Accuracy
 DR0748;SPC NM E     -   222,030.      163,160.      MT  (+/- 180 meters Scaled)
 DR0748
 DR0748                          SUPERSEDED SURVEY CONTROL
 DR0748
 DR0748.No superseded survey control is available for this station.
 DR0748
 DR0748_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES604517(NAD 83)
 DR0748_MARKER: DB = BENCH MARK DISK
 DR0748_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR0748_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DR0748_STAMPING: D 316 1961
 DR0748_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR0748+STABILITY: SURFACE MOTION
 DR0748
 DR0748  HISTORY     - Date     Condition        Report By
 DR0748  HISTORY     - 1961     MONUMENTED       CGS
 DR0748  HISTORY     - 1982     GOOD             NGS
 DR0748
 DR0748                          STATION DESCRIPTION
 DR0748
 DR0748'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 DR0748'1.1 MI E FROM LAKE ARTHUR.
 DR0748'0.4 MILE NORTH ALONG A PAVED ROAD FROM THE POST OFFICE AT LAKE ARTHUR,
 DR0748'THENCE 0.7 MILE EAST ALONG A PAVED ROAD, 67 FEET NORTH OF CENTER OF
 DR0748'THE ROAD, 54 FEET NORTH OF THE NORTH CENTER OF A CATTLEGUARD, 3 FEET
 DR0748'EAST OF A METAL WITNESS POST WITH SIGN, 2 FEET WEST OF A FENCE, 2 FEET
 DR0748'BELOW THE LEVEL OF THE ROAD, SET IN TOP OF A CYLINDRICAL CONCRETE POST
 DR0748'PROJECTING 8 INCHES.
 DR0748
 DR0748                          STATION RECOVERY (1982)
 DR0748
 DR0748'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 DR0748'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0426 ***********************************************************************
 DR0426  DESIGNATION -  D 317
 DR0426  PID         -  DR0426
 DR0426  STATE/COUNTY-  NM/CHAVES
 DR0426  USGS QUAD   -  MARLEY DRAW (1962)
 DR0426
 DR0426                         *CURRENT SURVEY CONTROL
 DR0426  ___________________________________________________________________
 DR0426* NAD 83(1986)-  33 38 03.     (N)    104 33 13.     (W)     SCALED    
 DR0426* NAVD 88     -      1128.786  (meters)    3703.36   (feet)  ADJUSTED  
 DR0426  ___________________________________________________________________
 DR0426  GEOID HEIGHT-         -23.26  (meters)                     GEOID03
 DR0426  DYNAMIC HT  -        1127.255 (meters)    3698.34  (feet)  COMP
 DR0426  MODELED GRAV-     979,241.8   (mgal)                       NAVD 88
 DR0426
 DR0426  VERT ORDER  -  SECOND    CLASS 0
 DR0426
 DR0426.The horizontal coordinates were scaled from a topographic map and have
 DR0426.an estimated accuracy of +/- 6 seconds.
 DR0426
 DR0426.The orthometric height was determined by differential leveling
 DR0426.and adjusted by the National Geodetic Survey in June 1991..
 DR0426
 DR0426.The geoid height was determined by GEOID03.
 DR0426
 DR0426.The dynamic height is computed by dividing the NAVD 88
 DR0426.geopotential number by the normal gravity value computed on the
 DR0426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0426.degrees latitude (g = 980.6199 gals.).
 DR0426
 DR0426.The modeled gravity was interpolated from observed gravity values.
 DR0426
 DR0426;                    North         East    Units  Estimated Accuracy
 DR0426;SPC NM E     -   292,100.      144,570.      MT  (+/- 180 meters Scaled)
 DR0426
 DR0426                          SUPERSEDED SURVEY CONTROL
 DR0426
 DR0426  NGVD 29 (??/??/92) 1128.280  (m)         3701.70   (f) ADJ UNCH    2 0
 DR0426
 DR0426.Superseded values are not recommended for survey control.
 DR0426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0426.See file dsdata.txt to determine how the superseded data were derived.
 DR0426
 DR0426_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SET413216(NAD 83)
 DR0426_MARKER: DB = BENCH MARK DISK
 DR0426_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR0426_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DR0426_STAMPING: D 317 1961
 DR0426_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR0426+STABILITY: SURFACE MOTION
 DR0426
 DR0426  HISTORY     - Date     Condition        Report By
 DR0426  HISTORY     - 1961     MONUMENTED       CGS
 DR0426
 DR0426                          STATION DESCRIPTION
 DR0426
 DR0426'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 DR0426'16.3 MI NW FROM ROSWELL.
 DR0426'16.3 MILES NORTHWEST ALONG U.S. HIGHWAY 285 FROM THE COURTHOUSE AT
 DR0426'ROSWELL, 99 FEET NORTHEAST OF THE CENTERLINE OF HIGHWAY, 2.6 FEET
 DR0426'SOUTHWEST OF A POWER POLE, 3 FEET BELOW THE LEVEL OF THE HIGHWAY, 2
 DR0426'FEET NORTHWEST OF A METAL WITNESS POST WITH SIGN, 6 INCHES SOUTHWEST
 DR0426'OF A FENCE, SET IN TOP OF A CYLINDRICAL CONCRETE POST PROJECTING 18
 DR0426'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0578 ***********************************************************************
 CX0578  DESIGNATION -  D 318
 CX0578  PID         -  CX0578
 CX0578  STATE/COUNTY-  NM/OTERO
 CX0578  USGS QUAD   -  ELEPHANT MOUNTAIN (1955)
 CX0578
 CX0578                         *CURRENT SURVEY CONTROL
 CX0578  ___________________________________________________________________
 CX0578* NAD 83(1986)-  32 28 23.     (N)    106 08 10.     (W)     SCALED    
 CX0578* NAVD 88     -      1255.241  (meters)    4118.24   (feet)  ADJUSTED  
 CX0578  ___________________________________________________________________
 CX0578  GEOID HEIGHT-         -23.09  (meters)                     GEOID03
 CX0578  DYNAMIC HT  -        1253.403 (meters)    4112.21  (feet)  COMP
 CX0578  MODELED GRAV-     979,130.3   (mgal)                       NAVD 88
 CX0578
 CX0578  VERT ORDER  -  FIRST     CLASS II
 CX0578
 CX0578.The horizontal coordinates were scaled from a topographic map and have
 CX0578.an estimated accuracy of +/- 6 seconds.
 CX0578
 CX0578.The orthometric height was determined by differential leveling
 CX0578.and adjusted by the National Geodetic Survey in June 1991..
 CX0578
 CX0578.The geoid height was determined by GEOID03.
 CX0578
 CX0578.The dynamic height is computed by dividing the NAVD 88
 CX0578.geopotential number by the normal gravity value computed on the
 CX0578.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0578.degrees latitude (g = 980.6199 gals.).
 CX0578
 CX0578.The modeled gravity was interpolated from observed gravity values.
 CX0578
 CX0578;                    North         East    Units  Estimated Accuracy
 CX0578;SPC NM C     -   163,330.      510,710.      MT  (+/- 180 meters Scaled)
 CX0578
 CX0578                          SUPERSEDED SURVEY CONTROL
 CX0578
 CX0578  NGVD 29 (??/??/92) 1254.671  (m)         4116.37   (f) ADJ UNCH    1 2
 CX0578
 CX0578.Superseded values are not recommended for survey control.
 CX0578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0578.See file dsdata.txt to determine how the superseded data were derived.
 CX0578
 CX0578_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR932934(NAD 83)
 CX0578_MARKER: DB = BENCH MARK DISK
 CX0578_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CX0578_SP_SET: MONUMENT
 CX0578_STAMPING: D 318 1964
 CX0578_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX0578
 CX0578  HISTORY     - Date     Condition        Report By
 CX0578  HISTORY     - 1964     MONUMENTED       CGS
 CX0578  HISTORY     - 1965     GOOD             NGS
 CX0578
 CX0578                          STATION DESCRIPTION
 CX0578
 CX0578'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 CX0578'7.1 MI NW FROM OROGRANDE.
 CX0578'0.4 MILE WEST FROM THE SOUTHERN PACIFIC RAILROAD STATION IN OROGRANDE
 CX0578'TO U.S. HIGHWAY 54, THENCE 0.5 MILE SOUTHEAST ALONG U.S. HIGHWAY 54 TO
 CX0578'WSMR ROUTE NO. 2, THENCE 4.35 MILES NORTHWEST ALONG WSMR ROUTE NO. 2
 CX0578'TO THE EAST GUARD GATE TO WSMR, PASS THROUGH GUARD GATE AND CONTINUE
 CX0578'WEST 0.15 MILE TO WSMR ROUTE NO. 252, THENCE 4.85 MILES NORTH ALONG
 CX0578'WSMR ROUTE NO. 252, 54 FEET EAST OF THE CENTERLINE OF WSMR NO. 252, 3
 CX0578'FEET EAST OF A METAL WITNESS SIGN, SET IN THE TOP OF A 12 INCH SQUARE
 CX0578'CONCRETE MONUMENT WHICH PROJECTS 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0488 ***********************************************************************
 DS0488  DESIGNATION -  D 319
 DS0488  PID         -  DS0488
 DS0488  STATE/COUNTY-  NM/SIERRA
 DS0488  USGS QUAD   -  LUMLEY LAKE (1982)
 DS0488
 DS0488                         *CURRENT SURVEY CONTROL
 DS0488  ___________________________________________________________________
 DS0488* NAD 83(1986)-  33 04 50.     (N)    106 26 32.     (W)     SCALED    
 DS0488* NAVD 88     -      1220.521  (meters)    4004.33   (feet)  ADJUSTED  
 DS0488  ___________________________________________________________________
 DS0488  GEOID HEIGHT-         -23.16  (meters)                     GEOID03
 DS0488  DYNAMIC HT  -        1218.753 (meters)    3998.53  (feet)  COMP
 DS0488  MODELED GRAV-     979,147.7   (mgal)                       NAVD 88
 DS0488
 DS0488  VERT ORDER  -  SECOND    CLASS 0
 DS0488
 DS0488.The horizontal coordinates were scaled from a topographic map and have
 DS0488.an estimated accuracy of +/- 6 seconds.
 DS0488
 DS0488.The orthometric height was determined by differential leveling
 DS0488.and adjusted by the National Geodetic Survey in June 1991..
 DS0488
 DS0488.The geoid height was determined by GEOID03.
 DS0488
 DS0488.The dynamic height is computed by dividing the NAVD 88
 DS0488.geopotential number by the normal gravity value computed on the
 DS0488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0488.degrees latitude (g = 980.6199 gals.).
 DS0488
 DS0488.The modeled gravity was interpolated from observed gravity values.
 DS0488
 DS0488;                    North         East    Units  Estimated Accuracy
 DS0488;SPC NM W     -   231,550.      959,880.      MT  (+/- 180 meters Scaled)
 DS0488
 DS0488                          SUPERSEDED SURVEY CONTROL
 DS0488
 DS0488  NGVD 29 (??/??/92) 1219.901  (m)         4002.29   (f) ADJ UNCH    2 0
 DS0488
 DS0488.Superseded values are not recommended for survey control.
 DS0488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0488.See file dsdata.txt to determine how the superseded data were derived.
 DS0488
 DS0488_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS653611(NAD 83)
 DS0488_MARKER: DB = BENCH MARK DISK
 DS0488_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0488_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0488_STAMPING: D 319 1964
 DS0488_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0488+STABILITY: SURFACE MOTION
 DS0488
 DS0488  HISTORY     - Date     Condition        Report By
 DS0488  HISTORY     - 1964     MONUMENTED       CGS
 DS0488  HISTORY     - 1966     GOOD             NGS
 DS0488
 DS0488                          STATION DESCRIPTION
 DS0488
 DS0488'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 DS0488'6.55 MI SE FROM RHODES CANYON RANGE CENTER.
 DS0488'ABOUT 4.0 MILES SOUTHEAST ALONG WHITE SANDS MISSILE RANGE ROUTE 6 FROM
 DS0488'THE HEADQUARTERS BUILDING AT RHODES CANYON RANGE CENTER, THENCE 2.55
 DS0488'MILES SOUTH ALONG WHITE SANDS MISSILE RANGE ROUTE 304, IN S 19, T 14
 DS0488'S, R 6 E, 0.3 MILE NORTHEAST OF 4 TELEPHONE POLES, 107 FEET WEST OF
 DS0488'THE CENTER LINE OF THE ROAD, 68 FEET NORTHWEST OF THE CENTER LINE OF A
 DS0488'BLADED DIRT ROAD, 2.9 FEET SOUTHEAST OF A WOODEN WITNESS POST, ABOUT
 DS0488'LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 DS0488'5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0187 ***********************************************************************
 FP0187  DESIGNATION -  D 32
 FP0187  PID         -  FP0187
 FP0187  STATE/COUNTY-  NM/MCKINLEY
 FP0187  USGS QUAD   -  WINDOW ROCK (1983)
 FP0187
 FP0187                         *CURRENT SURVEY CONTROL
 FP0187  ___________________________________________________________________
 FP0187* NAD 83(1986)-  35 38 17.     (N)    109 00 26.     (W)     SCALED    
 FP0187* NAVD 88     -      2096.232  (meters)    6877.39   (feet)  ADJUSTED  
 FP0187  ___________________________________________________________________
 FP0187  GEOID HEIGHT-         -21.02  (meters)                     GEOID03
 FP0187  DYNAMIC HT  -        2093.273 (meters)    6867.68  (feet)  COMP
 FP0187  MODELED GRAV-     979,146.7   (mgal)                       NAVD 88
 FP0187
 FP0187  VERT ORDER  -  FIRST     CLASS II
 FP0187
 FP0187.The horizontal coordinates were scaled from a topographic map and have
 FP0187.an estimated accuracy of +/- 6 seconds.
 FP0187
 FP0187.The orthometric height was determined by differential leveling
 FP0187.and adjusted by the National Geodetic Survey in June 1991..
 FP0187
 FP0187.The geoid height was determined by GEOID03.
 FP0187
 FP0187.The dynamic height is computed by dividing the NAVD 88
 FP0187.geopotential number by the normal gravity value computed on the
 FP0187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0187.degrees latitude (g = 980.6199 gals.).
 FP0187
 FP0187.The modeled gravity was interpolated from observed gravity values.
 FP0187
 FP0187;                    North         East    Units  Estimated Accuracy
 FP0187;SPC NM W     -   515,000.      723,680.      MT  (+/- 180 meters Scaled)
 FP0187
 FP0187                          SUPERSEDED SURVEY CONTROL
 FP0187
 FP0187  NGVD 29 (??/??/92) 2095.227  (m)         6874.09   (f) ADJ UNCH    1 2
 FP0187
 FP0187.Superseded values are not recommended for survey control.
 FP0187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0187.See file dsdata.txt to determine how the superseded data were derived.
 FP0187
 FP0187_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXE804456(NAD 83)
 FP0187_MARKER: DB = BENCH MARK DISK
 FP0187_SETTING: 66 = SET IN ROCK OUTCROP
 FP0187_SP_SET: OUTCROP
 FP0187_STAMPING: D 32 1939
 FP0187_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FP0187+STABILITY: POSITION/ELEVATION WELL
 FP0187
 FP0187  HISTORY     - Date     Condition        Report By
 FP0187  HISTORY     - 1939     MONUMENTED       CGS
 FP0187  HISTORY     - 1971     GOOD             USGS
 FP0187
 FP0187                          STATION DESCRIPTION
 FP0187
 FP0187'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 FP0187'24.8 MI NW FROM GALLUP.
 FP0187'ABOUT 8.9 MILES NORTH ALONG U S HWY 666 FROM THE POST OFFICE IN GALLUP
 FP0187'MCKINLEY CO., THENCE 13.9 MILES WEST ALONG STATE HWY 68. ABOUT .2
 FP0187'MILES WEST OF THE OLD DIVIDE TRADING POST, WHICH IS NOW A USED CAR LOT
 FP0187'AND JUNK YARD.  313 FEET SOUTH OF THE HWY (CENTER OF) 46.5 FEET EAST
 FP0187'OF A POWER POLE, APPROX. 12 FEET NORTH OF BASE OF HILL. LOCATED IN A
 FP0187'SANDSTONE OUTCROP.  A STANDARD DISK STAMPED 6874.091 D 32 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0235 ***********************************************************************
 DS0235  DESIGNATION -  D 320
 DS0235  PID         -  DS0235
 DS0235  STATE/COUNTY-  NM/LINCOLN
 DS0235  USGS QUAD   -  BULL GAP SW (1981)
 DS0235
 DS0235                         *CURRENT SURVEY CONTROL
 DS0235  ___________________________________________________________________
 DS0235* NAD 83(1986)-  33 34 20.     (N)    106 11 55.     (W)     SCALED    
 DS0235* NAVD 88     -      1470.836  (meters)    4825.57   (feet)  ADJUSTED  
 DS0235  ___________________________________________________________________
 DS0235  GEOID HEIGHT-         -21.55  (meters)                     GEOID03
 DS0235  DYNAMIC HT  -        1468.722 (meters)    4818.63  (feet)  COMP
 DS0235  MODELED GRAV-     979,147.9   (mgal)                       NAVD 88
 DS0235
 DS0235  VERT ORDER  -  SECOND    CLASS 0
 DS0235
 DS0235.The horizontal coordinates were scaled from a topographic map and have
 DS0235.an estimated accuracy of +/- 6 seconds.
 DS0235
 DS0235.The orthometric height was determined by differential leveling
 DS0235.and adjusted by the National Geodetic Survey in June 1991..
 DS0235
 DS0235.The geoid height was determined by GEOID03.
 DS0235
 DS0235.The dynamic height is computed by dividing the NAVD 88
 DS0235.geopotential number by the normal gravity value computed on the
 DS0235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0235.degrees latitude (g = 980.6199 gals.).
 DS0235
 DS0235.The modeled gravity was interpolated from observed gravity values.
 DS0235
 DS0235;                    North         East    Units  Estimated Accuracy
 DS0235;SPC NM C     -   285,210.      504,770.      MT  (+/- 180 meters Scaled)
 DS0235
 DS0235                          SUPERSEDED SURVEY CONTROL
 DS0235
 DS0235  NGVD 29 (??/??/92) 1470.168  (m)         4823.38   (f) ADJ UNCH    2 0
 DS0235
 DS0235.Superseded values are not recommended for survey control.
 DS0235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0235.See file dsdata.txt to determine how the superseded data were derived.
 DS0235
 DS0235_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT887153(NAD 83)
 DS0235_MARKER: DB = BENCH MARK DISK
 DS0235_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0235_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0235_STAMPING: D 320 1968
 DS0235_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0235+STABILITY: SURFACE MOTION
 DS0235
 DS0235  HISTORY     - Date     Condition        Report By
 DS0235  HISTORY     - 1968     MONUMENTED       CGS
 DS0235  HISTORY     - 1969     GOOD             NGS
 DS0235
 DS0235                          STATION DESCRIPTION
 DS0235
 DS0235'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 DS0235'12.6 MI NW FROM OSCURO.
 DS0235'ABOUT 7.75 MILES NORTHWEST ALONG WHITE SANDS MISSILE RANGE ROUTE 12
 DS0235'FROM THE STORE AT OSCURO, THENCE 4.85 MILES NORTHWEST ALONG WHITE
 DS0235'SANDS MISSILE RANGE ROUTE 9, 101 FEET NORTHEAST OF THE CENTER LINE OF
 DS0235'THE ROUTE, 89 FEET NORTHWEST OF THE CENTER LINE OF A ROAD WHICH LEADS
 DS0235'NORTHEAST, 2.6 FEET NORTHWEST OF A METAL WITNESS POST, ABOUT 1 FOOT
 DS0235'ABOVE THE LEVEL OF THE ROUTE, AND SET IN THE TOP OF A CONCRETE POST
 DS0235'WHICH PROJECTS 6 INCHES ABOVE THE SURFACE OF THE GROUND.  SEC 34, T
 DS0235'8S, R 7E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0317 ***********************************************************************
 CX0317  DESIGNATION -  D 321
 CX0317  PID         -  CX0317
 CX0317  STATE/COUNTY-  NM/OTERO
 CX0317  USGS QUAD   -  LAKE LUCERO SE (1982)
 CX0317
 CX0317                         *CURRENT SURVEY CONTROL
 CX0317  ___________________________________________________________________
 CX0317* NAD 83(1986)-  32 33 45.     (N)    106 15 58.     (W)     SCALED    
 CX0317* NAVD 88     -      1210.041  (meters)    3969.94   (feet)  ADJUSTED  
 CX0317  ___________________________________________________________________
 CX0317  GEOID HEIGHT-         -23.45  (meters)                     GEOID03
 CX0317  DYNAMIC HT  -        1208.254 (meters)    3964.08  (feet)  COMP
 CX0317  MODELED GRAV-     979,120.6   (mgal)                       NAVD 88
 CX0317
 CX0317  VERT ORDER  -  FIRST     CLASS II
 CX0317
 CX0317.The horizontal coordinates were scaled from a topographic map and have
 CX0317.an estimated accuracy of +/- 6 seconds.
 CX0317
 CX0317.The orthometric height was determined by differential leveling
 CX0317.and adjusted by the National Geodetic Survey in June 1991..
 CX0317
 CX0317.The geoid height was determined by GEOID03.
 CX0317
 CX0317.The dynamic height is computed by dividing the NAVD 88
 CX0317.geopotential number by the normal gravity value computed on the
 CX0317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0317.degrees latitude (g = 980.6199 gals.).
 CX0317
 CX0317.The modeled gravity was interpolated from observed gravity values.
 CX0317
 CX0317;                    North         East    Units  Estimated Accuracy
 CX0317;SPC NM C     -   173,240.      498,490.      MT  (+/- 180 meters Scaled)
 CX0317
 CX0317                          SUPERSEDED SURVEY CONTROL
 CX0317
 CX0317  NGVD 29 (??/??/92) 1209.458  (m)         3968.03   (f) ADJ UNCH    1 2
 CX0317
 CX0317.Superseded values are not recommended for survey control.
 CX0317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0317.See file dsdata.txt to determine how the superseded data were derived.
 CX0317
 CX0317_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS811034(NAD 83)
 CX0317_MARKER: DB = BENCH MARK DISK
 CX0317_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CX0317_SP_SET: MONUMENT
 CX0317_STAMPING: D 321 1966
 CX0317_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX0317
 CX0317  HISTORY     - Date     Condition        Report By
 CX0317  HISTORY     - 1966     MONUMENTED       CGS
 CX0317  HISTORY     - 1968     GOOD             NGS
 CX0317
 CX0317                          STATION DESCRIPTION
 CX0317
 CX0317'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CX0317'19.0 MI NE FROM W S M R HDQ BLDG 100.
 CX0317'2.2 MILES, EAST, ALONG WSMR ROUTE 2 FROM WHITE SANDS MISSILE RANGE
 CX0317'HEADQUARTERS TO A FORK.  THENCE, LEFT FORK, NORTHEAST 10.2 MILES ON
 CX0317'WSMR 250 TO A PAVED CROSSROAD.  CONTINUE, ON WSMR 250, NORTHEAST 5.0
 CX0317'MILES TO TRIANGULATION STATION GEORGE AND A POLELINE TO THE NORTHEAST.
 CX0317'THENCE FOLLOW POLELINE NORTH NORTHWEST 2.0 MILES TO A CROSS POLELINE.
 CX0317'THENCE FOLLOW OTHER POLELINE 1.0 MILE NORTHEAST TO BENCH MARK 70 FEET
 CX0317'SOUTH OF TELEPHONE POLE, 34 FEET EAST OF THE CENTERLINE OF ROAD AND 4
 CX0317'FEET EAST OF METAL WITNESS SIGN SET IN THE TOP OF A CONCRETE MONUMENT
 CX0317'THAT IS 12-INCHES IN DIAMETER AND THAT PROJECTS ABOUT 1 INCH ABOVE THE
 CX0317'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0001 ***********************************************************************
 CX0001  DESIGNATION -  D 322
 CX0001  PID         -  CX0001
 CX0001  STATE/COUNTY-  NM/DONA ANA
 CX0001  USGS QUAD   -  BENNETT MOUNTAIN (1981)
 CX0001
 CX0001                         *CURRENT SURVEY CONTROL
 CX0001  ___________________________________________________________________
 CX0001* NAD 83(1986)-  32 30 00.     (N)    106 23 19.     (W)     SCALED    
 CX0001* NAVD 88     -      1206.180  (meters)    3957.28   (feet)  ADJUSTED  
 CX0001  ___________________________________________________________________
 CX0001  GEOID HEIGHT-         -23.57  (meters)                     GEOID03
 CX0001  DYNAMIC HT  -        1204.387 (meters)    3951.39  (feet)  COMP
 CX0001  MODELED GRAV-     979,111.0   (mgal)                       NAVD 88
 CX0001
 CX0001  VERT ORDER  -  FIRST     CLASS II
 CX0001
 CX0001.The horizontal coordinates were scaled from a topographic map and have
 CX0001.an estimated accuracy of +/- 6 seconds.
 CX0001
 CX0001.The orthometric height was determined by differential leveling
 CX0001.and adjusted by the National Geodetic Survey in June 1991..
 CX0001
 CX0001.The geoid height was determined by GEOID03.
 CX0001
 CX0001.The dynamic height is computed by dividing the NAVD 88
 CX0001.geopotential number by the normal gravity value computed on the
 CX0001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0001.degrees latitude (g = 980.6199 gals.).
 CX0001
 CX0001.The modeled gravity was interpolated from observed gravity values.
 CX0001
 CX0001;                    North         East    Units  Estimated Accuracy
 CX0001;SPC NM C     -   166,320.      486,980.      MT  (+/- 180 meters Scaled)
 CX0001
 CX0001                          SUPERSEDED SURVEY CONTROL
 CX0001
 CX0001  NGVD 29 (??/??/92) 1205.595  (m)         3955.36   (f) ADJ UNCH    1 2
 CX0001
 CX0001.Superseded values are not recommended for survey control.
 CX0001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0001.See file dsdata.txt to determine how the superseded data were derived.
 CX0001
 CX0001_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR695967(NAD 83)
 CX0001_MARKER: DB = BENCH MARK DISK
 CX0001_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CX0001_SP_SET: MONUMENT
 CX0001_STAMPING: D-322 1966
 CX0001_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX0001
 CX0001  HISTORY     - Date     Condition        Report By
 CX0001  HISTORY     - 1966     MONUMENTED       CGS
 CX0001  HISTORY     - 1967     GOOD             NGS
 CX0001
 CX0001                          STATION DESCRIPTION
 CX0001
 CX0001'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 CX0001'23.0 MI SW FROM WHITE SANDS N M HDQ.
 CX0001'23.0 MILES SOUTHWEST ALONG U. S. HIGHWAY 70 FROM WHITE SANDS NATIONAL
 CX0001'MONUMENT.  THENCE 150 FEET SOUTHEAST OF THE CENTERLINE OF U. S.
 CX0001'HIGHWAY 70, 75 FEET EAST OF A FENCE, 6 FEET EAST OF THE WEST POWER
 CX0001'POLE, SET UNDER POWER LINE BETWEEN DOUBLE POWER OF A FENCE, 6 FEET
 CX0001'EAST OF THE WEST POWER POLE, SET UNDER POWER LINE BETWEEN DOUBLE POWER
 CX0001'POLES, SET IN THE TOP OF A CONCRETE MONUMENT 12 INCHES IN DIAMETER AND
 CX0001'PROJECTS 3 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0615 ***********************************************************************
 CX0615  DESIGNATION -  D 323
 CX0615  PID         -  CX0615
 CX0615  STATE/COUNTY-  NM/OTERO
 CX0615  USGS QUAD   -  WHITE SANDS NE (1955)
 CX0615
 CX0615                         *CURRENT SURVEY CONTROL
 CX0615  ___________________________________________________________________
 CX0615* NAD 83(1986)-  32 29 07.     (N)    106 17 56.     (W)     SCALED    
 CX0615* NAVD 88     -      1216.277  (meters)    3990.40   (feet)  ADJUSTED  
 CX0615  ___________________________________________________________________
 CX0615  GEOID HEIGHT-         -23.58  (meters)                     GEOID03
 CX0615  DYNAMIC HT  -        1214.467 (meters)    3984.46  (feet)  COMP
 CX0615  MODELED GRAV-     979,108.6   (mgal)                       NAVD 88
 CX0615
 CX0615  VERT ORDER  -  FIRST     CLASS II
 CX0615
 CX0615.The horizontal coordinates were scaled from a topographic map and have
 CX0615.an estimated accuracy of +/- 6 seconds.
 CX0615
 CX0615.The orthometric height was determined by differential leveling
 CX0615.and adjusted by the National Geodetic Survey in June 1991..
 CX0615
 CX0615.The geoid height was determined by GEOID03.
 CX0615
 CX0615.The dynamic height is computed by dividing the NAVD 88
 CX0615.geopotential number by the normal gravity value computed on the
 CX0615.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0615.degrees latitude (g = 980.6199 gals.).
 CX0615
 CX0615.The modeled gravity was interpolated from observed gravity values.
 CX0615
 CX0615;                    North         East    Units  Estimated Accuracy
 CX0615;SPC NM C     -   164,680.      495,410.      MT  (+/- 180 meters Scaled)
 CX0615
 CX0615                          SUPERSEDED SURVEY CONTROL
 CX0615
 CX0615  NGVD 29 (??/??/92) 1215.687  (m)         3988.47   (f) ADJ UNCH    1 2
 CX0615
 CX0615.Superseded values are not recommended for survey control.
 CX0615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0615.See file dsdata.txt to determine how the superseded data were derived.
 CX0615
 CX0615_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR779949(NAD 83)
 CX0615_MARKER: DB = BENCH MARK DISK
 CX0615_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CX0615_SP_SET: MONUMENT
 CX0615_STAMPING: D 323 1968
 CX0615_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX0615
 CX0615  HISTORY     - Date     Condition        Report By
 CX0615  HISTORY     - 1968     MONUMENTED       CGS
 CX0615
 CX0615                          STATION DESCRIPTION
 CX0615
 CX0615'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 CX0615'13.6 MI NE FROM WHITE SANDS MISSILE RANGE.
 CX0615'11.1 MILES EAST ALONG NIKE AVENUE (WSMR ROUTE 2) FROM WHITE SANDS
 CX0615'MISSILE RANGE HEADQUARTERS, THENCE 4.4 MILES NORTH ALONG A PAVED ROAD
 CX0615'TO A Y FORK WITH A GRAVEL ROAD, THENCE 1.5 MILES NORTH ALONG THE
 CX0615'GRAVELED ROAD TO A BLADED CROSSROAD.  IT IS IN LINE WITH A ROW OF
 CX0615'TELEPHONE POLES 57.0 FEET EAST OF THE CENTERLINE OF A ROAD, 12.0 FEET
 CX0615'NORTHEAST OF A TELEPHONE POLE, 3.0 FEET SOUTHWEST OF A METAL WITNESS
 CX0615'SIGN, SET IN THE TOP OF A CIRCULAR CONCRETE MONUMENT 12 INCHES IN
 CX0615'DIAMETER, THAT PROJECTS 0.5 FOOT ABOVE THE GROUND AND IS ABOUT THE
 CX0615'SAME ELEVATION AS THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0685 ***********************************************************************
 DS0685  DESIGNATION -  D 327
 DS0685  PID         -  DS0685
 DS0685  STATE/COUNTY-  NM/SOCORRO
 DS0685  USGS QUAD   -  CERRO DE LA CAMPANA (1982)
 DS0685
 DS0685                         *CURRENT SURVEY CONTROL
 DS0685  ___________________________________________________________________
 DS0685* NAD 83(1986)-  33 48 45.     (N)    106 39 54.     (W)     SCALED    
 DS0685* NAVD 88     -      1523.833  (meters)    4999.44   (feet)  ADJUSTED  
 DS0685  ___________________________________________________________________
 DS0685  GEOID HEIGHT-         -22.28  (meters)                     GEOID03
 DS0685  DYNAMIC HT  -        1521.638 (meters)    4992.24  (feet)  COMP
 DS0685  MODELED GRAV-     979,143.0   (mgal)                       NAVD 88
 DS0685
 DS0685  VERT ORDER  -  SECOND    CLASS 0
 DS0685
 DS0685.The horizontal coordinates were scaled from a topographic map and have
 DS0685.an estimated accuracy of +/- 6 seconds.
 DS0685
 DS0685.The orthometric height was determined by differential leveling
 DS0685.and adjusted by the National Geodetic Survey in June 1991..
 DS0685
 DS0685.The geoid height was determined by GEOID03.
 DS0685
 DS0685.The dynamic height is computed by dividing the NAVD 88
 DS0685.geopotential number by the normal gravity value computed on the
 DS0685.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0685.degrees latitude (g = 980.6199 gals.).
 DS0685
 DS0685.The modeled gravity was interpolated from observed gravity values.
 DS0685
 DS0685;                    North         East    Units  Estimated Accuracy
 DS0685;SPC NM C     -   311,940.      461,580.      MT  (+/- 180 meters Scaled)
 DS0685
 DS0685                          SUPERSEDED SURVEY CONTROL
 DS0685
 DS0685  NGVD 29 (??/??/92) 1523.139  (m)         4997.17   (f) ADJ UNCH    2 0
 DS0685
 DS0685.Superseded values are not recommended for survey control.
 DS0685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0685.See file dsdata.txt to determine how the superseded data were derived.
 DS0685
 DS0685_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT458426(NAD 83)
 DS0685_MARKER: DB = BENCH MARK DISK
 DS0685_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DS0685_SP_SET: FOUNDATION
 DS0685_STAMPING: D 327 1966
 DS0685_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DS0685
 DS0685  HISTORY     - Date     Condition        Report By
 DS0685  HISTORY     - 1966     MONUMENTED       CGS
 DS0685
 DS0685                          STATION DESCRIPTION
 DS0685
 DS0685'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 DS0685'1.35 MI SW FROM STALLION RANGE CENTER.
 DS0685'ABOUT 0.35 MILE NORTHWEST ALONG WHITE SANDS MISSILE RANGE ROUTE 7 FROM
 DS0685'THE HEADQUARTERS BUILDING AT STALLION RANGE CENTER, THENCE 1.0 MILE
 DS0685'SOUTH ALONG WHITE SANDS MISSILE RANGE ROUTE 5, IN S 6, T 6 S, R 3 E,
 DS0685'NEAR THE CREST OF A HILL, 136 FEET EAST OF THE CENTER LINE OF THE
 DS0685'ROAD, SET IN THE TOP OF THE SOUTHWEST CORNER OF THE CONCRETE
 DS0685'FOUNDATION OF A RADIO TOWER, AND ABOUT 1 FOOT BELOW THE LEVEL OF THE
 DS0685'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0543 ***********************************************************************
 DS0543  DESIGNATION -  D 328
 DS0543  PID         -  DS0543
 DS0543  STATE/COUNTY-  NM/SIERRA
 DS0543  USGS QUAD   -  SALINAS PEAK NW (1981)
 DS0543
 DS0543                         *CURRENT SURVEY CONTROL
 DS0543  ___________________________________________________________________
 DS0543* NAD 83(1986)-  33 25 25.     (N)    106 40 43.     (W)     SCALED    
 DS0543* NAVD 88     -      1500.993  (meters)    4924.51   (feet)  ADJUSTED  
 DS0543  ___________________________________________________________________
 DS0543  GEOID HEIGHT-         -22.37  (meters)                     GEOID03
 DS0543  DYNAMIC HT  -        1498.820 (meters)    4917.38  (feet)  COMP
 DS0543  MODELED GRAV-     979,137.2   (mgal)                       NAVD 88
 DS0543
 DS0543  VERT ORDER  -  SECOND    CLASS 0
 DS0543
 DS0543.The horizontal coordinates were scaled from a topographic map and have
 DS0543.an estimated accuracy of +/- 6 seconds.
 DS0543
 DS0543.The orthometric height was determined by differential leveling
 DS0543.and adjusted by the National Geodetic Survey in June 1991..
 DS0543
 DS0543.The geoid height was determined by GEOID03.
 DS0543
 DS0543.The dynamic height is computed by dividing the NAVD 88
 DS0543.geopotential number by the normal gravity value computed on the
 DS0543.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0543.degrees latitude (g = 980.6199 gals.).
 DS0543
 DS0543.The modeled gravity was interpolated from observed gravity values.
 DS0543
 DS0543;                    North         East    Units  Estimated Accuracy
 DS0543;SPC NM W     -   269,330.      937,390.      MT  (+/- 180 meters Scaled)
 DS0543
 DS0543                          SUPERSEDED SURVEY CONTROL
 DS0543
 DS0543  NGVD 29 (??/??/92) 1500.325  (m)         4922.32   (f) ADJ UNCH    2 0
 DS0543
 DS0543.Superseded values are not recommended for survey control.
 DS0543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0543.See file dsdata.txt to determine how the superseded data were derived.
 DS0543
 DS0543_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS439995(NAD 83)
 DS0543_MARKER: DB = BENCH MARK DISK
 DS0543_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DS0543_SP_SET: CULVERT
 DS0543_STAMPING: D 328 1966
 DS0543_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DS0543
 DS0543  HISTORY     - Date     Condition        Report By
 DS0543  HISTORY     - 1966     MONUMENTED       CGS
 DS0543
 DS0543                          STATION DESCRIPTION
 DS0543
 DS0543'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 DS0543'28.9 MI S FROM STALLION RANGE CENTER.
 DS0543'ABOUT 0.35 MILE NORTHWEST ALONG WHITE SANDS MISSILE RANGE ROUTE 7 FROM
 DS0543'THE HEADQUARTERS BUILDING AT STALLION RANGE CENTER, THENCE 25.55 MILES
 DS0543'SOUTH ALONG WHITE SANDS MISSILE RANGE ROUTE 5, IN S 19, T 10 S, R 3 E,
 DS0543'20 FEET EAST OF THE CENTER LINE OF THE ROAD, SET IN THE CENTER OF THE
 DS0543'TOP OF THE EAST HEAD WALL OF A TWIN CHANNEL CONCRETE CULVERT, AND
 DS0543'ABOUT 1/2 FEET BELOW THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS1472 ***********************************************************************
 DS1472  DESIGNATION -  D 329 RESET
 DS1472  PID         -  DS1472
 DS1472  STATE/COUNTY-  NM/SOCORRO
 DS1472  USGS QUAD   -  SAN ANTONIO (1981)
 DS1472
 DS1472                         *CURRENT SURVEY CONTROL
 DS1472  ___________________________________________________________________
 DS1472* NAD 83(1986)-  33 53 44.     (N)    106 45 45.     (W)     SCALED    
 DS1472* NAVD 88     -      1467.65   (+/-2cm)    4815.1    (feet)  VERTCON   
 DS1472  ___________________________________________________________________
 DS1472  GEOID HEIGHT-         -22.28  (meters)                     GEOID03
 DS1472
 DS1472  VERT ORDER  -  THIRD (See Below)
 DS1472
 DS1472.The horizontal coordinates were scaled from a topographic map and have
 DS1472.an estimated accuracy of +/- 6 seconds.
 DS1472
 DS1472.The NAVD 88 height was computed by applying the VERTCON shift value to
 DS1472.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DS1472.The vertical order pertains to the NGVD 29 superseded value.
 DS1472
 DS1472.The geoid height was determined by GEOID03.
 DS1472
 DS1472;                    North         East    Units  Estimated Accuracy
 DS1472;SPC NM C     -   321,190.      452,600.      MT  (+/- 180 meters Scaled)
 DS1472
 DS1472                          SUPERSEDED SURVEY CONTROL
 DS1472
 DS1472  NGVD 29 (06/15/00) 1466.97   (m)         4812.9    (f) RESET       3  
 DS1472
 DS1472.Superseded values are not recommended for survey control.
 DS1472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS1472.See file dsdata.txt to determine how the superseded data were derived.
 DS1472
 DS1472_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT370519(NAD 83)
 DS1472_MARKER: DV = VERTICAL CONTROL DISK
 DS1472_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS1472_SP_SET: CONCRETE POST
 DS1472_STAMPING: D 329 RESET 1984
 DS1472_MARK LOGO: NGS   
 DS1472_MAGNETIC: N = NO MAGNETIC MATERIAL
 DS1472_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS1472+STABILITY: SURFACE MOTION
 DS1472
 DS1472  HISTORY     - Date     Condition        Report By
 DS1472  HISTORY     - 1984     MONUMENTED       NMHD
 DS1472
 DS1472                          STATION DESCRIPTION
 DS1472
 DS1472'DESCRIBED BY NM HIGHWAY DEPT 1984
 DS1472'6.43 MILES EAST ALONG U.S. HIGHWAY 380 FROM THE POST OFFICE AT SAN
 DS1472'ANTONIO, IN SECTION 5, TOWNSHIP 5 SOUTH, ROUTE 2 EAST, 97 FEET SOUTH
 DS1472'OF THE CENTERLINE OF THE HIGHWAY, 7 FEET NORTH OF A POWER POLE, 3
 DS1472'FEET NORTH OF THE SOUTH RIGHT OF WAY FENCE, 2 FEET ABOVE THE LEVEL OF
 DS1472'THE HIGHWAY, PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0198 ***********************************************************************
 CW0198  DESIGNATION -  D 33
 CW0198  PID         -  CW0198
 CW0198  STATE/COUNTY-  NM/EDDY
 CW0198  USGS QUAD   -  RATTLESNAKE SPRING (1978)
 CW0198
 CW0198                         *CURRENT SURVEY CONTROL
 CW0198  ___________________________________________________________________
 CW0198* NAD 83(1986)-  32 05 52.     (N)    104 28 10.     (W)     SCALED    
 CW0198* NAVD 88     -      1111.223  (meters)    3645.74   (feet)  ADJUSTED  
 CW0198  ___________________________________________________________________
 CW0198  GEOID HEIGHT-         -24.03  (meters)                     GEOID03
 CW0198  DYNAMIC HT  -        1109.568 (meters)    3640.31  (feet)  COMP
 CW0198  MODELED GRAV-     979,112.8   (mgal)                       NAVD 88
 CW0198
 CW0198  VERT ORDER  -  FIRST     CLASS I
 CW0198
 CW0198.The horizontal coordinates were scaled from a topographic map and have
 CW0198.an estimated accuracy of +/- 6 seconds.
 CW0198
 CW0198.The orthometric height was determined by differential leveling
 CW0198.and adjusted by the National Geodetic Survey in June 1991..
 CW0198.WARNING-Repeat measurements at this control monument indicate possible
 CW0198.vertical movement.
 CW0198
 CW0198.The geoid height was determined by GEOID03.
 CW0198
 CW0198.The dynamic height is computed by dividing the NAVD 88
 CW0198.geopotential number by the normal gravity value computed on the
 CW0198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0198.degrees latitude (g = 980.6199 gals.).
 CW0198
 CW0198.The modeled gravity was interpolated from observed gravity values.
 CW0198
 CW0198;                    North         East    Units  Estimated Accuracy
 CW0198;SPC NM E     -   121,720.      152,150.      MT  (+/- 180 meters Scaled)
 CW0198
 CW0198                          SUPERSEDED SURVEY CONTROL
 CW0198
 CW0198  NGVD 29 (??/??/92) 1110.686  (m)         3643.98   (f) ADJ UNCH    1 1
 CW0198
 CW0198.Superseded values are not recommended for survey control.
 CW0198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0198.See file dsdata.txt to determine how the superseded data were derived.
 CW0198
 CW0198_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SER500513(NAD 83)
 CW0198_MARKER: DB = BENCH MARK DISK
 CW0198_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CW0198_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CW0198_STAMPING: D 33 1933
 CW0198_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CW0198+STABILITY: SURFACE MOTION
 CW0198
 CW0198  HISTORY     - Date     Condition        Report By
 CW0198  HISTORY     - 1933     MONUMENTED       CGS
 CW0198  HISTORY     - 1958     GOOD             NGS
 CW0198  HISTORY     - 1976     GOOD             USGS
 CW0198  HISTORY     - 1977     GOOD             NGS
 CW0198
 CW0198                          STATION DESCRIPTION
 CW0198
 CW0198'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CW0198'8.5 MI SW FROM WHITES CITY.
 CW0198'ABOUT 0.1 MILE SOUTHEAST ALONG STATE HIGHWAY 7 FROM THE POST OFFICE AT
 CW0198'WHITES CITY, THENCE 2.1 MILES SOUTHWEST ALONG U. S. HIGHWAYS 62 AND
 CW0198'180, THENCE 3.8 MILES SOUTHWEST ALONG OLD HIGHWAY 62, THENCE ABOUT 1.0
 CW0198'MILE SOUTHWEST ALONG THE BOTTOM OF A CANYON DRAW TO THE WASHINGTON
 CW0198'CAMP, THENCE 1.5 MILES SOUTHWEST ALONG A COUNTY ROAD, 67 FEET
 CW0198'SOUTHEAST OF THE CENTER LINE OF THE ROAD, ABOUT 78 YARDS
 CW0198'EAST-NORTHEAST OF THE MOST SOUTHWESTERLY ONE OF A ROW OF COTTONWOODS
 CW0198'ON THE NORTHWEST SIDE OF THE ROAD, 1 FOOT WEST OF A CONCRETE WITNESS
 CW0198'POST, ABOUT LEVEL WITH THE ROAD, AND IN THE TOP OF A CONCRETE POST
 CW0198'FLUSH WITH THE GROUND.
 CW0198
 CW0198                          STATION RECOVERY (1976)
 CW0198
 CW0198'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 CW0198'RECOVERED IN GOOD CONDITION.
 CW0198
 CW0198                          STATION RECOVERY (1977)
 CW0198
 CW0198'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CW0198'6.5 MILES SOUTHWEST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE
 CW0198'JUNCTION OF STATE HIGHWAY 7, THENCE 3.2 MILES SOUTHWEST ALONG A
 CW0198'PAVED COUNTY ROAD, 68 FT. SOUTHEAST OF THE CENTER LINE OF THE
 CW0198'ROAD, 78 YARDS EAST-NORTHEAST OF, AND ACROSS THE ROAD FROM, THE
 CW0198'MOST SOUTHWESTERLY ONE OF A ROW OF COTTONWOODS, 241 FT. NORTHEAST
 CW0198'OF THE CENTER LINE OF A FIELD ROAD LEADING SOUTH, 45 FT. SOUTHEAST
 CW0198'OF A NORTHEAST-SOUTHWEST FENCE LINE, 35.5 FT. SOUTHEAST OF THE
 CW0198'SOUTHEAST EDGE OF A CONCRETE LINED IRRIGATION DITCH, 1 FT. WEST OF
 CW0198'A CONCRETE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0493 ***********************************************************************
 DS0493  DESIGNATION -  D 330
 DS0493  PID         -  DS0493
 DS0493  STATE/COUNTY-  NM/SIERRA
 DS0493  USGS QUAD   -  LUMLEY LAKE (1982)
 DS0493
 DS0493                         *CURRENT SURVEY CONTROL
 DS0493  ___________________________________________________________________
 DS0493* NAD 83(1986)-  33 02 09.     (N)    106 26 14.     (W)     SCALED    
 DS0493* NAVD 88     -      1228.997  (meters)    4032.13   (feet)  ADJUSTED  
 DS0493  ___________________________________________________________________
 DS0493  GEOID HEIGHT-         -23.21  (meters)                     GEOID03
 DS0493  DYNAMIC HT  -        1227.215 (meters)    4026.29  (feet)  COMP
 DS0493  MODELED GRAV-     979,145.4   (mgal)                       NAVD 88
 DS0493
 DS0493  VERT ORDER  -  SECOND    CLASS 0
 DS0493
 DS0493.The horizontal coordinates were scaled from a topographic map and have
 DS0493.an estimated accuracy of +/- 6 seconds.
 DS0493
 DS0493.The orthometric height was determined by differential leveling
 DS0493.and adjusted by the National Geodetic Survey in June 1991..
 DS0493
 DS0493.The geoid height was determined by GEOID03.
 DS0493
 DS0493.The dynamic height is computed by dividing the NAVD 88
 DS0493.geopotential number by the normal gravity value computed on the
 DS0493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0493.degrees latitude (g = 980.6199 gals.).
 DS0493
 DS0493.The modeled gravity was interpolated from observed gravity values.
 DS0493
 DS0493;                    North         East    Units  Estimated Accuracy
 DS0493;SPC NM W     -   226,600.      960,410.      MT  (+/- 180 meters Scaled)
 DS0493
 DS0493                          SUPERSEDED SURVEY CONTROL
 DS0493
 DS0493  NGVD 29 (??/??/92) 1228.383  (m)         4030.12   (f) ADJ UNCH    2 0
 DS0493
 DS0493.Superseded values are not recommended for survey control.
 DS0493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0493.See file dsdata.txt to determine how the superseded data were derived.
 DS0493
 DS0493_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS657561(NAD 83)
 DS0493_MARKER: DB = BENCH MARK DISK
 DS0493_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0493_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0493_STAMPING: D 330 1966
 DS0493_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0493+STABILITY: SURFACE MOTION
 DS0493
 DS0493  HISTORY     - Date     Condition        Report By
 DS0493  HISTORY     - 1966     MONUMENTED       CGS
 DS0493
 DS0493                          STATION DESCRIPTION
 DS0493
 DS0493'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 DS0493'10.05 MI SE FROM RHODES CANYON RANGE CENTER.
 DS0493'ABOUT 4.0 MILES SOUTHEAST ALONG WHITE SANDS MISSILE RANGE ROUTE 6 FROM
 DS0493'THE HEADQUARTERS BUILDING AT RHODES CANYON RANGE CENTER, THENCE 3.1
 DS0493'MILES SOUTH ALONG WHITE SANDS MISSILE RANGE ROUTE 304, THENCE 2.95
 DS0493'MILES SOUTH ALONG A BLADED DIRT ROAD, IN S 6, T 15 S, R 6 E, 3.25 MILE
 DS0493'NORTH OF A TALL POLE AND A 6- BY 6-FOOT SHACK, 100 YARDS SOUTHWEST AND
 DS0493'ACROSS THE ROAD FROM A SANDY KNOLL, 65 FEET SOUTHWEST OF THE CENTER
 DS0493'LINE OF THE ROAD, 5 FEET WEST OF THE CENTER LINE OF A DIM TRACK ROAD,
 DS0493'2.0 FEET NORTHWEST OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE
 DS0493'LEVEL OF THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 DS0493'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0473 ***********************************************************************
 DS0473  DESIGNATION -  D 331
 DS0473  PID         -  DS0473
 DS0473  STATE/COUNTY-  NM/OTERO
 DS0473  USGS QUAD   -  LUMLEY LAKE NE (1982)
 DS0473
 DS0473                         *CURRENT SURVEY CONTROL
 DS0473  ___________________________________________________________________
 DS0473* NAD 83(1986)-  33 07 42.     (N)    106 17 36.     (W)     SCALED    
 DS0473* NAVD 88     -      1227.435  (meters)    4027.01   (feet)  ADJUSTED  
 DS0473  ___________________________________________________________________
 DS0473  GEOID HEIGHT-         -22.98  (meters)                     GEOID03
 DS0473  DYNAMIC HT  -        1225.671 (meters)    4021.22  (feet)  COMP
 DS0473  MODELED GRAV-     979,158.3   (mgal)                       NAVD 88
 DS0473
 DS0473  VERT ORDER  -  SECOND    CLASS 0
 DS0473
 DS0473.The horizontal coordinates were scaled from a topographic map and have
 DS0473.an estimated accuracy of +/- 6 seconds.
 DS0473
 DS0473.The orthometric height was determined by differential leveling
 DS0473.and adjusted by the National Geodetic Survey in June 1991..
 DS0473
 DS0473.The geoid height was determined by GEOID03.
 DS0473
 DS0473.The dynamic height is computed by dividing the NAVD 88
 DS0473.geopotential number by the normal gravity value computed on the
 DS0473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0473.degrees latitude (g = 980.6199 gals.).
 DS0473
 DS0473.The modeled gravity was interpolated from observed gravity values.
 DS0473
 DS0473;                    North         East    Units  Estimated Accuracy
 DS0473;SPC NM C     -   235,980.      495,960.      MT  (+/- 180 meters Scaled)
 DS0473
 DS0473                          SUPERSEDED SURVEY CONTROL
 DS0473
 DS0473  NGVD 29 (??/??/92) 1226.824  (m)         4025.01   (f) ADJ UNCH    2 0
 DS0473
 DS0473.Superseded values are not recommended for survey control.
 DS0473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0473.See file dsdata.txt to determine how the superseded data were derived.
 DS0473
 DS0473_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS793662(NAD 83)
 DS0473_MARKER: DB = BENCH MARK DISK
 DS0473_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DS0473_SP_SET: 20.5 FT
 DS0473_STAMPING: D 331 1966
 DS0473_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DS0473
 DS0473  HISTORY     - Date     Condition        Report By
 DS0473  HISTORY     - 1966     MONUMENTED       CGS
 DS0473
 DS0473                          STATION DESCRIPTION
 DS0473
 DS0473'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 DS0473'12.4 MI NE FROM RHODES CANYON RANGE CENTER.
 DS0473'ABOUT 11.4 MILES EAST ALONG WHITE SANDS MISSILE RANGE ROUTE 6 FROM THE
 DS0473'HEADQUARTERS BUILDING AT RHODES CANYON RANGE CENTER, THENCE 1.0 MILE
 DS0473'NORTH ALONG WHITE SANDS MISSILE RANGE ROUTE 17, 73 FEET EAST OF THE
 DS0473'CENTER LINE OF THE ROAD, 35 FEET SOUTH OF THE CENTER LINE OF A TRACK
 DS0473'ROAD, 2.4 FEET EAST OF A METAL WITNESS POST, ABOUT 1 FOOT BELOW THE
 DS0473'LEVEL OF THE ROAD, AND ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT
 DS0473'IS DRIVEN TO A DEPTH OF 20 1/2 FEET, ENCASED IN A 5-INCH CAST IRON
 DS0473'PIPE WHICH PROJECTS 10 INCHES.  S 4, T 14 S, R 7 E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0469 ***********************************************************************
 DS0469  DESIGNATION -  D 332
 DS0469  PID         -  DS0469
 DS0469  STATE/COUNTY-  NM/LINCOLN
 DS0469  USGS QUAD   -  THREE RIVERS NW (1981)
 DS0469
 DS0469                         *CURRENT SURVEY CONTROL
 DS0469  ___________________________________________________________________
 DS0469* NAD 83(1986)-  33 27 40.     (N)    106 09 04.     (W)     SCALED    
 DS0469* NAVD 88     -      1374.489  (meters)    4509.47   (feet)  ADJUSTED  
 DS0469  ___________________________________________________________________
 DS0469  GEOID HEIGHT-         -21.70  (meters)                     GEOID03
 DS0469  DYNAMIC HT  -        1372.531 (meters)    4503.05  (feet)  COMP
 DS0469  MODELED GRAV-     979,164.3   (mgal)                       NAVD 88
 DS0469
 DS0469  VERT ORDER  -  SECOND    CLASS 0
 DS0469
 DS0469.The horizontal coordinates were scaled from a topographic map and have
 DS0469.an estimated accuracy of +/- 6 seconds.
 DS0469
 DS0469.The orthometric height was determined by differential leveling
 DS0469.and adjusted by the National Geodetic Survey in June 1991..
 DS0469
 DS0469.The geoid height was determined by GEOID03.
 DS0469
 DS0469.The dynamic height is computed by dividing the NAVD 88
 DS0469.geopotential number by the normal gravity value computed on the
 DS0469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0469.degrees latitude (g = 980.6199 gals.).
 DS0469
 DS0469.The modeled gravity was interpolated from observed gravity values.
 DS0469
 DS0469;                    North         East    Units  Estimated Accuracy
 DS0469;SPC NM C     -   272,890.      509,190.      MT  (+/- 180 meters Scaled)
 DS0469
 DS0469                          SUPERSEDED SURVEY CONTROL
 DS0469
 DS0469  NGVD 29 (??/??/92) 1373.858  (m)         4507.40   (f) ADJ UNCH    2 0
 DS0469
 DS0469.Superseded values are not recommended for survey control.
 DS0469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0469.See file dsdata.txt to determine how the superseded data were derived.
 DS0469
 DS0469_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT930030(NAD 83)
 DS0469_MARKER: DB = BENCH MARK DISK
 DS0469_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0469_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0469_STAMPING: D 332 1966
 DS0469_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0469+STABILITY: SURFACE MOTION
 DS0469
 DS0469  HISTORY     - Date     Condition        Report By
 DS0469  HISTORY     - 1966     MONUMENTED       CGS
 DS0469
 DS0469                          STATION DESCRIPTION
 DS0469
 DS0469'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 DS0469'8.05 MI SW FROM OSCURO.
 DS0469'ABOUT 4.0 MILES NORTHWEST ALONG WHITE SANDS MISSILE RANGE ROUTE 12
 DS0469'FROM THE STORE AT OSCURO, THENCE 4.05 MILES SOUTHWEST ALONG WHITE
 DS0469'SANDS MISSILE RANGE ROUTE 312, IN S 6, T 10 S, R 8 E, 0.6 MILE SOUTH
 DS0469'OF THE JUNCTION OF THE ROAD AND A GRAVELED ROAD, 122 FEET EAST AND
 DS0469'ACROSS THE ROAD FROM A POINT IN LINE WITH A ROW OF POWER POLES, 64
 DS0469'FEET SOUTHWEST OF A DIRT RIDGE, 89 FEET EAST OF THE CENTER LINE OF THE
 DS0469'ROAD, 2.0 FEET EAST OF A METAL WITNESS POST, ABOUT 3 FEET ABOVE THE
 DS0469'LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 12
 DS0469'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0723 ***********************************************************************
 DS0723  DESIGNATION -  D 333
 DS0723  PID         -  DS0723
 DS0723  STATE/COUNTY-  NM/SOCORRO
 DS0723  USGS QUAD   -  GREENS BABER WELL (1981)
 DS0723
 DS0723                         *CURRENT SURVEY CONTROL
 DS0723  ___________________________________________________________________
 DS0723* NAD 83(1986)-  33 39 17.     (N)    106 32 25.     (W)     SCALED    
 DS0723* NAVD 88     -      1428.145  (meters)    4685.51   (feet)  ADJUSTED  
 DS0723  ___________________________________________________________________
 DS0723  GEOID HEIGHT-         -22.32  (meters)                     GEOID03
 DS0723  DYNAMIC HT  -        1426.075 (meters)    4678.71  (feet)  COMP
 DS0723  MODELED GRAV-     979,138.0   (mgal)                       NAVD 88
 DS0723
 DS0723  VERT ORDER  -  SECOND    CLASS 0
 DS0723
 DS0723.The horizontal coordinates were scaled from a topographic map and have
 DS0723.an estimated accuracy of +/- 6 seconds.
 DS0723
 DS0723.The orthometric height was determined by differential leveling
 DS0723.and adjusted by the National Geodetic Survey in June 1991..
 DS0723
 DS0723.The geoid height was determined by GEOID03.
 DS0723
 DS0723.The dynamic height is computed by dividing the NAVD 88
 DS0723.geopotential number by the normal gravity value computed on the
 DS0723.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0723.degrees latitude (g = 980.6199 gals.).
 DS0723
 DS0723.The modeled gravity was interpolated from observed gravity values.
 DS0723
 DS0723;                    North         East    Units  Estimated Accuracy
 DS0723;SPC NM C     -   294,400.      473,080.      MT  (+/- 180 meters Scaled)
 DS0723
 DS0723                          SUPERSEDED SURVEY CONTROL
 DS0723
 DS0723  NGVD 29 (??/??/92) 1427.458  (m)         4683.25   (f) ADJ UNCH    2 0
 DS0723
 DS0723.Superseded values are not recommended for survey control.
 DS0723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0723.See file dsdata.txt to determine how the superseded data were derived.
 DS0723
 DS0723_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT571249(NAD 83)
 DS0723_MARKER: DB = BENCH MARK DISK
 DS0723_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DS0723_SP_SET: 11 FEET
 DS0723_STAMPING: D 333 1966
 DS0723_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DS0723
 DS0723  HISTORY     - Date     Condition        Report By
 DS0723  HISTORY     - 1966     MONUMENTED       CGS
 DS0723
 DS0723                          STATION DESCRIPTION
 DS0723
 DS0723'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 DS0723'13.2 MI SE FROM STALLION RANGE CENTER.
 DS0723'ABOUT 13.2 MILES SOUTHEAST ALONG WHITE SANDS MISSILE RANGE ROUTE 7
 DS0723'FROM THE HEADQUARTERS BUILDING AT STALLION RANGE CENTER, IN S 33, T 7
 DS0723'S, R 4 E, 201 FEET SOUTH OF THE INTERSECTION OF WHITE SANDS MISSILE
 DS0723'RANGE ROUTES 7 AND 20, 185 FEET SOUTHEAST OF THE CENTER LINE OF ROUTE
 DS0723'20, 134 FEET SOUTHWEST OF THE CENTER LINE OF ROUTE 7, 0.8 FOOT SOUTH
 DS0723'OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROADS, AND ON THE TOP OF
 DS0723'A 5/8-INCH COPPER COATED ROD DRIVEN TO A DEPTH OF 11 FEET, ENCASED IN
 DS0723'A 6-INCH IRON PIPE WHICH PROJECTS 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0509 ***********************************************************************
 CX0509  DESIGNATION -  D 334
 CX0509  PID         -  CX0509
 CX0509  STATE/COUNTY-  NM/OTERO
 CX0509  USGS QUAD   -  NEWMAN (1955)
 CX0509
 CX0509                         *CURRENT SURVEY CONTROL
 CX0509  ___________________________________________________________________
 CX0509* NAD 83(1986)-  32 05 05.     (N)    106 17 15.     (W)     SCALED    
 CX0509* NAVD 88     -      1241.963  (meters)    4074.67   (feet)  ADJUSTED  
 CX0509  ___________________________________________________________________
 CX0509  GEOID HEIGHT-         -23.75  (meters)                     GEOID03
 CX0509  DYNAMIC HT  -        1240.090 (meters)    4068.53  (feet)  COMP
 CX0509  MODELED GRAV-     979,087.7   (mgal)                       NAVD 88
 CX0509
 CX0509  VERT ORDER  -  FIRST     CLASS II
 CX0509
 CX0509.The horizontal coordinates were scaled from a topographic map and have
 CX0509.an estimated accuracy of +/- 6 seconds.
 CX0509
 CX0509.The orthometric height was determined by differential leveling
 CX0509.and adjusted by the National Geodetic Survey in June 1991..
 CX0509
 CX0509.The geoid height was determined by GEOID03.
 CX0509
 CX0509.The dynamic height is computed by dividing the NAVD 88
 CX0509.geopotential number by the normal gravity value computed on the
 CX0509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0509.degrees latitude (g = 980.6199 gals.).
 CX0509
 CX0509.The modeled gravity was interpolated from observed gravity values.
 CX0509
 CX0509;                    North         East    Units  Estimated Accuracy
 CX0509;SPC NM C     -   120,260.      496,460.      MT  (+/- 180 meters Scaled)
 CX0509
 CX0509                          SUPERSEDED SURVEY CONTROL
 CX0509
 CX0509  NGVD 29 (??/??/92) 1241.353  (m)         4072.67   (f) ADJ UNCH    1 2
 CX0509
 CX0509.Superseded values are not recommended for survey control.
 CX0509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0509.See file dsdata.txt to determine how the superseded data were derived.
 CX0509
 CX0509_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR784505(NAD 83)
 CX0509_MARKER: DB = BENCH MARK DISK
 CX0509_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CX0509_SP_SET: MONUMENT
 CX0509_STAMPING: D 334 1966
 CX0509_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX0509
 CX0509  HISTORY     - Date     Condition        Report By
 CX0509  HISTORY     - 1966     MONUMENTED       CGS
 CX0509  HISTORY     - 1969     GOOD             NGS
 CX0509
 CX0509                          STATION DESCRIPTION
 CX0509
 CX0509'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 CX0509'24.8 MI SE FROM WHITE SANDS MISSILE RANGE HDQ.
 CX0509'8.7 MILES SOUTH ALONG WAR ROAD 11 FROM THE WHITE SANDS MISSILE RANGE
 CX0509'HEADQUARTERS.  THENCE EAST 0.7 MILE ALONG A DIRT ROAD.  THENCE LEFT
 CX0509'FORK EAST NORTHEAST 7.0 MILES ALONG A DIRT ROAD TO A ROAD JUNCTION.
 CX0509'THENCE SOUTH 10.8 MILES ALONG A DIRT ROAD.  THENCE SOUTHEAST 0.6 MILE
 CX0509'ALONG A DIRT ROAD TO A POWERLINE.  THENCE SOUTHWEST FOLLOWING A POWER
 CX0509'LINE ALONG A DIRT ROAD 4.5 MILES TO A PAVED ROAD.  IT IS 95.0 FEET
 CX0509'NORTH OF THE CENTERLINE OF THE PAVED ROAD, 65.0 FEET WEST OF THE
 CX0509'CENTERLINE OF THE DIRT ROAD, 3.0 FEET WEST OF A TELEPHONE POLE, 1.5
 CX0509'FEET NORTH OF A METAL WITNESS SIGN AND SET IN THE TOP OF A 12-INCH IN
 CX0509'DIAMETER CONCRETE MONUMENT THAT PROJECTS ABOUT 6-INCHES ABOVE THE
 CX0509'GROUND AND IS ABOUT 1.5 FEET BELOW THE ELEVATION OF THE PAVED ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0741 ***********************************************************************
 CX0741  DESIGNATION -  D 335
 CX0741  PID         -  CX0741
 CX0741  STATE/COUNTY-  NM/DONA ANA
 CX0741  USGS QUAD   -  ANTHONY (1955)
 CX0741
 CX0741                         *CURRENT SURVEY CONTROL
 CX0741  ___________________________________________________________________
 CX0741* NAD 83(1986)-  32 00 41.     (N)    106 32 47.     (W)     SCALED    
 CX0741* NAVD 88     -      1266.429  (meters)    4154.94   (feet)  ADJUSTED  
 CX0741  ___________________________________________________________________
 CX0741  GEOID HEIGHT-         -23.77  (meters)                     GEOID03
 CX0741  DYNAMIC HT  -        1264.554 (meters)    4148.79  (feet)  COMP
 CX0741  MODELED GRAV-     979,114.0   (mgal)                       NAVD 88
 CX0741
 CX0741  VERT ORDER  -  FIRST     CLASS II
 CX0741
 CX0741.The horizontal coordinates were scaled from a topographic map and have
 CX0741.an estimated accuracy of +/- 6 seconds.
 CX0741
 CX0741.The orthometric height was determined by differential leveling
 CX0741.and adjusted by the National Geodetic Survey in June 1991..
 CX0741
 CX0741.The geoid height was determined by GEOID03.
 CX0741
 CX0741.The dynamic height is computed by dividing the NAVD 88
 CX0741.geopotential number by the normal gravity value computed on the
 CX0741.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0741.degrees latitude (g = 980.6199 gals.).
 CX0741
 CX0741.The modeled gravity was interpolated from observed gravity values.
 CX0741
 CX0741;                    North         East    Units  Estimated Accuracy
 CX0741;SPC NM C     -   112,170.      472,000.      MT  (+/- 180 meters Scaled)
 CX0741
 CX0741                          SUPERSEDED SURVEY CONTROL
 CX0741
 CX0741  NGVD 29 (??/??/92) 1265.897  (m)         4153.20   (f) ADJ UNCH    1 2
 CX0741
 CX0741.Superseded values are not recommended for survey control.
 CX0741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0741.See file dsdata.txt to determine how the superseded data were derived.
 CX0741
 CX0741_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR539427(NAD 83)
 CX0741_MARKER: DB = BENCH MARK DISK
 CX0741_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX0741_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CX0741_STAMPING: D 335 1966
 CX0741_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX0741+STABILITY: SURFACE MOTION
 CX0741
 CX0741  HISTORY     - Date     Condition        Report By
 CX0741  HISTORY     - 1966     MONUMENTED       CGS
 CX0741  HISTORY     - 1967     GOOD             NGS
 CX0741
 CX0741                          STATION DESCRIPTION
 CX0741
 CX0741'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 CX0741'6.2 MI NE FROM ANTHONY, TEXAS.
 CX0741'ABOUT 2.0 MILES NORTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 CX0741'RAILWAY FROM THE STATION AT ANTHONY, THENCE 4.2 MILES EAST ALONG STATE
 CX0741'HIGHWAY 404 WHICH IS OHARA ROAD, IN S 28, T 26 S, R 4 E, 0.1 MILE WEST
 CX0741'OF A CURVE IN THE ROAD, 79 FEET SOUTH OF THE CENTER LINE OF THE ROAD,
 CX0741'24 FEET WEST OF THE CENTER OF A WIRE GATE, 2 1/2 FEET NORTH OF A
 CX0741'FENCE, 1.6 FEET SOUTH OF A METAL WITNESS POST, ABOUT 2 1/2 FEET BELOW
 CX0741'THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 CX0741'PROJECTING 12 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0428 ***********************************************************************
 CX0428  DESIGNATION -  D 336
 CX0428  PID         -  CX0428
 CX0428  STATE/COUNTY-  NM/DONA ANA
 CX0428  USGS QUAD   -  DAVIES TANK (1994)
 CX0428
 CX0428                         *CURRENT SURVEY CONTROL
 CX0428  ___________________________________________________________________
 CX0428* NAD 83(1986)-  32 21 05.     (N)    106 27 17.     (W)     SCALED    
 CX0428* NAVD 88     -      1248.745  (meters)    4096.92   (feet)  ADJUSTED  
 CX0428  ___________________________________________________________________
 CX0428  GEOID HEIGHT-         -23.64  (meters)                     GEOID03
 CX0428  DYNAMIC HT  -        1246.877 (meters)    4090.80  (feet)  COMP
 CX0428  MODELED GRAV-     979,099.5   (mgal)                       NAVD 88
 CX0428
 CX0428  VERT ORDER  -  FIRST     CLASS II
 CX0428
 CX0428.The horizontal coordinates were scaled from a topographic map and have
 CX0428.an estimated accuracy of +/- 6 seconds.
 CX0428
 CX0428.The orthometric height was determined by differential leveling
 CX0428.and adjusted by the National Geodetic Survey in June 1991..
 CX0428
 CX0428.The geoid height was determined by GEOID03.
 CX0428
 CX0428.The dynamic height is computed by dividing the NAVD 88
 CX0428.geopotential number by the normal gravity value computed on the
 CX0428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0428.degrees latitude (g = 980.6199 gals.).
 CX0428
 CX0428.The modeled gravity was interpolated from observed gravity values.
 CX0428
 CX0428;                    North         East    Units  Estimated Accuracy
 CX0428;SPC NM C     -   149,850.      480,730.      MT  (+/- 180 meters Scaled)
 CX0428
 CX0428                          SUPERSEDED SURVEY CONTROL
 CX0428
 CX0428  NGVD 29 (??/??/92) 1248.154  (m)         4094.99   (f) ADJ UNCH    1 2
 CX0428
 CX0428.Superseded values are not recommended for survey control.
 CX0428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0428.See file dsdata.txt to determine how the superseded data were derived.
 CX0428
 CX0428_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR631803(NAD 83)
 CX0428_MARKER: DB = BENCH MARK DISK
 CX0428_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CX0428_SP_SET: 24 FEET
 CX0428_STAMPING: D 336 1966
 CX0428_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CX0428
 CX0428  HISTORY     - Date     Condition        Report By
 CX0428  HISTORY     - 1966     MONUMENTED       CGS
 CX0428  HISTORY     - 1967     GOOD             NGS
 CX0428
 CX0428                          STATION DESCRIPTION
 CX0428
 CX0428'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 CX0428'2.75 MI SE FROM W S M R HEADQUARTERS.
 CX0428'ABOUT 2.75 MILES SOUTHEAST ALONG WAR HIGHWAY 11 FROM THE WHITE SANDS
 CX0428'MISSILE RANGE HEADQUARTERS BUILDING, IN S 32, T 22 S, R 5 E, 0.95 MILE
 CX0428'WEST OF THE JUNCTION OF THE HIGHWAY AND ROUTE 212, 125 FEET NORTH OF
 CX0428'THE CENTER LINE OF THE HIGHWAY, 18 FEET WEST OF A TELEPHONE POLE WHICH
 CX0428'IS BRACED BY 4 GUY WIRES, 9 FEET EAST OF AN ANCHOR FOR A GUY WIRE, 1.8
 CX0428'FEET NORTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND
 CX0428'ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH
 CX0428'OF 24 FEET AND IS ENCASED IN A 6-INCH CAST IRON PIPE PROJECTING 5
 CX0428'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0178 ***********************************************************************
 CX0178  DESIGNATION -  D 337
 CX0178  PID         -  CX0178
 CX0178  STATE/COUNTY-  NM/DONA ANA
 CX0178  USGS QUAD   -  BENNETT MOUNTAIN (1981)
 CX0178
 CX0178                         *CURRENT SURVEY CONTROL
 CX0178  ___________________________________________________________________
 CX0178* NAD 83(1986)-  32 31 03.     (N)    106 25 41.     (W)     SCALED    
 CX0178* NAVD 88     -      1268.605  (meters)    4162.08   (feet)  ADJUSTED  
 CX0178  ___________________________________________________________________
 CX0178  GEOID HEIGHT-         -23.41  (meters)                     GEOID03
 CX0178  DYNAMIC HT  -        1266.729 (meters)    4155.93  (feet)  COMP
 CX0178  MODELED GRAV-     979,116.0   (mgal)                       NAVD 88
 CX0178
 CX0178  VERT ORDER  -  SECOND    CLASS 0
 CX0178
 CX0178.The horizontal coordinates were scaled from a topographic map and have
 CX0178.an estimated accuracy of +/- 6 seconds.
 CX0178
 CX0178.The orthometric height was determined by differential leveling
 CX0178.and adjusted by the National Geodetic Survey in June 1991..
 CX0178
 CX0178.The geoid height was determined by GEOID03.
 CX0178
 CX0178.The dynamic height is computed by dividing the NAVD 88
 CX0178.geopotential number by the normal gravity value computed on the
 CX0178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0178.degrees latitude (g = 980.6199 gals.).
 CX0178
 CX0178.The modeled gravity was interpolated from observed gravity values.
 CX0178
 CX0178;                    North         East    Units  Estimated Accuracy
 CX0178;SPC NM C     -   168,260.      483,270.      MT  (+/- 180 meters Scaled)
 CX0178
 CX0178                          SUPERSEDED SURVEY CONTROL
 CX0178
 CX0178  NGVD 29 (??/??/92) 1268.022  (m)         4160.17   (f) ADJ UNCH    2 0
 CX0178
 CX0178.Superseded values are not recommended for survey control.
 CX0178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0178.See file dsdata.txt to determine how the superseded data were derived.
 CX0178
 CX0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR658986(NAD 83)
 CX0178_MARKER: DB = BENCH MARK DISK
 CX0178_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CX0178_SP_SET: MONUMENT
 CX0178_STAMPING: D 337 1968
 CX0178_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX0178
 CX0178  HISTORY     - Date     Condition        Report By
 CX0178  HISTORY     - 1968     MONUMENTED       CGS
 CX0178  HISTORY     - 1973     MARK NOT FOUND   USGS
 CX0178
 CX0178                          STATION DESCRIPTION
 CX0178
 CX0178'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 CX0178'10.4 MI NNE FROM WHITE SANDS MISSILE RANGE HDQ.
 CX0178'4.2 MILES NORTH ALONG MAIN ACCESS ROAD FROM THE WHITE SANDS MISSILE
 CX0178'RANGE HEADQUARTERS, THENCE 4.6 MILES NORTHEAST ALONG U.S. HIGHWAY 70,
 CX0178'THENCE 3.8 MILES NORTHWEST AND NORTH ALONG WSMR ROUTE 7.  IT IS 135
 CX0178'FEET WEST OF TRIANGULATION STATION FRY WSMR, 133 FEET EAST OF THE
 CX0178'CENTERLINE OF THE ROAD, 20.5 FEET SOUTHEAST OF A TELEPHONE POLE AND
 CX0178'SET IN THE TOP OF A 12-INCH IN DIAMETER CONCRETE MONUMENT THAT
 CX0178'PROJECTS ABOUT 0.2 FOOT ABOVE THE GROUND AND IS ABOUT 3 FEET BELOW
 CX0178'ROAD ELEVATION.
 CX0178
 CX0178                          STATION RECOVERY (1973)
 CX0178
 CX0178'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 CX0178'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0545 ***********************************************************************
 CX0545  DESIGNATION -  D 338
 CX0545  PID         -  CX0545
 CX0545  STATE/COUNTY-  NM/OTERO
 CX0545  USGS QUAD   -  WHITE SANDS SE (1994)
 CX0545
 CX0545                         *CURRENT SURVEY CONTROL
 CX0545  ___________________________________________________________________
 CX0545* NAD 83(1986)-  32 17 46.     (N)    106 20 06.     (W)     SCALED    
 CX0545* NAVD 88     -      1218.304  (meters)    3997.05   (feet)  ADJUSTED  
 CX0545  ___________________________________________________________________
 CX0545  GEOID HEIGHT-         -23.76  (meters)                     GEOID03
 CX0545  DYNAMIC HT  -        1216.471 (meters)    3991.04  (feet)  COMP
 CX0545  MODELED GRAV-     979,093.3   (mgal)                       NAVD 88
 CX0545
 CX0545  VERT ORDER  -  SECOND    CLASS 0
 CX0545
 CX0545.The horizontal coordinates were scaled from a topographic map and have
 CX0545.an estimated accuracy of +/- 6 seconds.
 CX0545
 CX0545.The orthometric height was determined by differential leveling
 CX0545.and adjusted by the National Geodetic Survey in June 1991..
 CX0545
 CX0545.The geoid height was determined by GEOID03.
 CX0545
 CX0545.The dynamic height is computed by dividing the NAVD 88
 CX0545.geopotential number by the normal gravity value computed on the
 CX0545.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0545.degrees latitude (g = 980.6199 gals.).
 CX0545
 CX0545.The modeled gravity was interpolated from observed gravity values.
 CX0545
 CX0545;                    North         East    Units  Estimated Accuracy
 CX0545;SPC NM C     -   143,700.      492,000.      MT  (+/- 180 meters Scaled)
 CX0545
 CX0545                          SUPERSEDED SURVEY CONTROL
 CX0545
 CX0545  NGVD 29 (??/??/92) 1217.709  (m)         3995.10   (f) ADJ UNCH    2 0
 CX0545
 CX0545.Superseded values are not recommended for survey control.
 CX0545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0545.See file dsdata.txt to determine how the superseded data were derived.
 CX0545
 CX0545_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR743740(NAD 83)
 CX0545_MARKER: DB = BENCH MARK DISK
 CX0545_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CX0545_SP_SET: MONUMENT
 CX0545_STAMPING: D 338 1969
 CX0545_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX0545
 CX0545  HISTORY     - Date     Condition        Report By
 CX0545  HISTORY     - 1969     MONUMENTED       CGS
 CX0545
 CX0545                          STATION DESCRIPTION
 CX0545
 CX0545'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CX0545'10.9 MI SE FROM WHITE SANDS MISSILE RANGE HDQ.
 CX0545'8.7 MILES SOUTH ALONG WAR HIGHWAY 11 FROM THE WHITE SANDS MISSILE
 CX0545'RANGE HEADQUARTERS.  THENCE LEFT 0.7 MILE ALONG A DIRT ROAD.  THENCE
 CX0545'LEFT FORK EAST AND NORTHEAST 3.3 MILES ALONG A DIRT ROAD.  IT IS 54.0
 CX0545'FEET NORTH OF THE CENTERLINE OF THE ROAD, 4.0 FEET WEST OF A METAL
 CX0545'WITNESS SIGN AND SET IN THE TOP OF A 12-INCH IN DIAMETER CONCRETE
 CX0545'MONUMENT THAT PROJECTS ABOUT 6-INCHES ABOVE THE GROUND AND IS ABOUT 2
 CX0545'FEET ABOVE ROAD ELEVATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0086 ***********************************************************************
 CW0086  DESIGNATION -  D 34
 CW0086  PID         -  CW0086
 CW0086  STATE/COUNTY-  NM/EDDY
 CW0086  USGS QUAD   -  RED LAKE (1975)
 CW0086
 CW0086                         *CURRENT SURVEY CONTROL
 CW0086  ___________________________________________________________________
 CW0086* NAD 83(1986)-  32 48 10.     (N)    104 14 12.     (W)     SCALED    
 CW0086* NAVD 88     -      1093.827  (meters)    3588.66   (feet)  ADJUSTED  
 CW0086  ___________________________________________________________________
 CW0086  GEOID HEIGHT-         -23.09  (meters)                     GEOID03
 CW0086  DYNAMIC HT  -        1092.315 (meters)    3583.70  (feet)  COMP
 CW0086  MODELED GRAV-     979,218.2   (mgal)                       NAVD 88
 CW0086
 CW0086  VERT ORDER  -  FIRST     CLASS II
 CW0086
 CW0086.The horizontal coordinates were scaled from a topographic map and have
 CW0086.an estimated accuracy of +/- 6 seconds.
 CW0086
 CW0086.The orthometric height was determined by differential leveling
 CW0086.and adjusted by the National Geodetic Survey in June 1991..
 CW0086
 CW0086.The geoid height was determined by GEOID03.
 CW0086
 CW0086.The dynamic height is computed by dividing the NAVD 88
 CW0086.geopotential number by the normal gravity value computed on the
 CW0086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0086.degrees latitude (g = 980.6199 gals.).
 CW0086
 CW0086.The modeled gravity was interpolated from observed gravity values.
 CW0086
 CW0086;                    North         East    Units  Estimated Accuracy
 CW0086;SPC NM E     -   199,890.      174,050.      MT  (+/- 180 meters Scaled)
 CW0086
 CW0086                          SUPERSEDED SURVEY CONTROL
 CW0086
 CW0086  NGVD 29 (??/??/92) 1093.352  (m)         3587.11   (f) ADJ UNCH    1 2
 CW0086
 CW0086.Superseded values are not recommended for survey control.
 CW0086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0086.See file dsdata.txt to determine how the superseded data were derived.
 CW0086
 CW0086_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES714296(NAD 83)
 CW0086_MARKER: DB = BENCH MARK DISK
 CW0086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CW0086_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CW0086_STAMPING: D 34, 1933
 CW0086_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CW0086+STABILITY: SURFACE MOTION
 CW0086
 CW0086  HISTORY     - Date     Condition        Report By
 CW0086  HISTORY     - 1933     MONUMENTED       CGS
 CW0086  HISTORY     - 1934     GOOD             NGS
 CW0086
 CW0086                          STATION DESCRIPTION
 CW0086
 CW0086'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CW0086'10.3 MI E FROM ARTESIA.
 CW0086'10.3 MILES EAST OF DEPOT ALONG HWY. NO. 83 ON STATE HIGHWAY NO. 83, 80
 CW0086'FEET SOUTH OF CENTERLINE OF HIGHWAY WHERE HIGHWAY MAKES BEND TO
 CW0086'NORTHWEST, TRAVELING WESTBOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0697 ***********************************************************************
 DR0697  DESIGNATION -  D 340
 DR0697  PID         -  DR0697
 DR0697  STATE/COUNTY-  NM/LINCOLN
 DR0697  USGS QUAD   -  CARRIZOZO WEST (1982)
 DR0697
 DR0697                         *CURRENT SURVEY CONTROL
 DR0697  ___________________________________________________________________
 DR0697* NAD 83(1986)-  33 40 12.     (N)    105 54 24.     (W)     SCALED    
 DR0697* NAVD 88     -      1600.497  (meters)    5250.96   (feet)  ADJUSTED  
 DR0697  ___________________________________________________________________
 DR0697  GEOID HEIGHT-         -20.43  (meters)                     GEOID03
 DR0697  DYNAMIC HT  -        1598.203 (meters)    5243.44  (feet)  COMP
 DR0697  MODELED GRAV-     979,146.9   (mgal)                       NAVD 88
 DR0697
 DR0697  VERT ORDER  -  FIRST     CLASS II
 DR0697
 DR0697.The horizontal coordinates were scaled from a topographic map and have
 DR0697.an estimated accuracy of +/- 6 seconds.
 DR0697
 DR0697.The orthometric height was determined by differential leveling
 DR0697.and adjusted by the National Geodetic Survey in June 1991..
 DR0697
 DR0697.The geoid height was determined by GEOID03.
 DR0697
 DR0697.The dynamic height is computed by dividing the NAVD 88
 DR0697.geopotential number by the normal gravity value computed on the
 DR0697.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0697.degrees latitude (g = 980.6199 gals.).
 DR0697
 DR0697.The modeled gravity was interpolated from observed gravity values.
 DR0697
 DR0697;                    North         East    Units  Estimated Accuracy
 DR0697;SPC NM C     -   296,110.      531,840.      MT  (+/- 180 meters Scaled)
 DR0697
 DR0697                          SUPERSEDED SURVEY CONTROL
 DR0697
 DR0697  NGVD 29 (??/??/92) 1599.834  (m)         5248.79   (f) ADJ UNCH    1 2
 DR0697
 DR0697.Superseded values are not recommended for survey control.
 DR0697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0697.See file dsdata.txt to determine how the superseded data were derived.
 DR0697
 DR0697_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDT159259(NAD 83)
 DR0697_MARKER: DB = BENCH MARK DISK
 DR0697_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR0697_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DR0697_STAMPING: D 340 1969
 DR0697_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR0697+STABILITY: SURFACE MOTION
 DR0697
 DR0697  HISTORY     - Date     Condition        Report By
 DR0697  HISTORY     - 1969     MONUMENTED       CGS
 DR0697
 DR0697                          STATION DESCRIPTION
 DR0697
 DR0697'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 DR0697'3.25 MI NW FROM CARRIZOZO.
 DR0697'ABOUT 0.45 MILE NORTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 DR0697'THE STATION AT CARRIZOZO, THENCE 2.8 MILES NORTHWEST ALONG U.S.
 DR0697'HIGHWAY 380, IN SECTION 28, T 7 S, R 10 E, 0.2 MILE NORTHWEST OF A
 DR0697'GROUP OF TIN BUILDINGS, 47 1/2 FEET SOUTHWEST OF THE CENTER LINE OF
 DR0697'THE HIGHWAY, 39 FEET NORTH OF THE CENTER LINE OF A ROAD WHICH LEADS
 DR0697'WEST, 39 1/2 FEET NORTHWEST OF THE SOUTHWEST CORNER OF A METAL CATTLE
 DR0697'GUARD, 1 1/2 FEET NORTHEAST OF A FENCE, 1.5 FEET SOUTHEAST OF A METAL
 DR0697'WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A
 DR0697'CONCRETE POST WHICH PROJECTS 4 INCHES ABOVE THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0453 ***********************************************************************
 DS0453  DESIGNATION -  D 341
 DS0453  PID         -  DS0453
 DS0453  STATE/COUNTY-  NM/LINCOLN
 DS0453  USGS QUAD   -  OSCURA (1981)
 DS0453
 DS0453                         *CURRENT SURVEY CONTROL
 DS0453  ___________________________________________________________________
 DS0453* NAD 83(1986)-  33 29 03.     (N)    106 03 39.     (W)     SCALED    
 DS0453* NAVD 88     -      1518.866  (meters)    4983.15   (feet)  ADJUSTED  
 DS0453  ___________________________________________________________________
 DS0453  GEOID HEIGHT-         -21.18  (meters)                     GEOID03
 DS0453  DYNAMIC HT  -        1516.692 (meters)    4976.01  (feet)  COMP
 DS0453  MODELED GRAV-     979,152.5   (mgal)                       NAVD 88
 DS0453
 DS0453  VERT ORDER  -  FIRST     CLASS II
 DS0453
 DS0453.The horizontal coordinates were scaled from a topographic map and have
 DS0453.an estimated accuracy of +/- 6 seconds.
 DS0453
 DS0453.The orthometric height was determined by differential leveling
 DS0453.and adjusted by the National Geodetic Survey in June 1991..
 DS0453
 DS0453.The geoid height was determined by GEOID03.
 DS0453
 DS0453.The dynamic height is computed by dividing the NAVD 88
 DS0453.geopotential number by the normal gravity value computed on the
 DS0453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0453.degrees latitude (g = 980.6199 gals.).
 DS0453
 DS0453.The modeled gravity was interpolated from observed gravity values.
 DS0453
 DS0453;                    North         East    Units  Estimated Accuracy
 DS0453;SPC NM C     -   275,460.      517,580.      MT  (+/- 180 meters Scaled)
 DS0453
 DS0453                          SUPERSEDED SURVEY CONTROL
 DS0453
 DS0453  NGVD 29 (??/??/92) 1518.212  (m)         4981.00   (f) ADJ UNCH    1 2
 DS0453
 DS0453.Superseded values are not recommended for survey control.
 DS0453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0453.See file dsdata.txt to determine how the superseded data were derived.
 DS0453
 DS0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDT014054(NAD 83)
 DS0453_MARKER: DB = BENCH MARK DISK
 DS0453_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DS0453_SP_SET: 20 FT
 DS0453_STAMPING: D 341 1969
 DS0453_PROJECTION: PROJECTING 10 CENTIMETERS
 DS0453_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DS0453_ROD/PIPE-DEPTH: 6.1  meters
 DS0453
 DS0453  HISTORY     - Date     Condition        Report By
 DS0453  HISTORY     - 1969     MONUMENTED       CGS
 DS0453  HISTORY     - 1980     GOOD             NGS
 DS0453
 DS0453                          STATION DESCRIPTION
 DS0453
 DS0453'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 DS0453'0.4 MI W FROM OSCURO.
 DS0453'ABOUT 0.4 MILE WEST ALONG WHITE SANDS MISSILE RANGE ROUTE 12 FROM THE
 DS0453'STORE AT OSCURO, IN SECTION 36, T 9 S, R 8 E, 99 FEET NORTH OF THE
 DS0453'CENTER LINE OF THE ROUTE, 89 FEET SOUTHEAST OF THE CENTER OF A DRY
 DS0453'WASH, 1.3 FEET NORTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 DS0453'ROUTE, AND ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN
 DS0453'TO A DEPTH OF 20 FEET AND IS ENCASED IN A 6-INCH IRON PIPE WHICH
 DS0453'PROJECTS 4 INCHES ABOVE THE SURFACE OF THE GROUND.
 DS0453
 DS0453                          STATION RECOVERY (1980)
 DS0453
 DS0453'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DS0453'25.6 KM (15.9 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 54 FROM THE
 DS0453'JUNCTION OF U.S. HIGHWAYS 54 AND 380 IN CARRIZOZO, THENCE 0.7 KM
 DS0453'(0.45 MI) WEST ALONG A GRAVELED ROAD, 30.2 METERS (99.0 FT) NORTH
 DS0453'OF THE CENTER OF THE ROAD AND 27.1 METERS (89.0 FT) SOUTH
 DS0453'OF THE CENTER OF A DIRT ROAD.
 DS0453'THE MARK IS 0.5 METERS  N FROM A WITNESS POST.
 DS0453'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0209 ***********************************************************************
 DS0209  DESIGNATION -  D 342
 DS0209  PID         -  DS0209
 DS0209  STATE/COUNTY-  NM/SOCORRO
 DS0209  USGS QUAD   -  OSCURA PEAK (1982)
 DS0209
 DS0209                         *CURRENT SURVEY CONTROL
 DS0209  ___________________________________________________________________
 DS0209* NAD 83(1986)-  33 44 01.     (N)    106 18 33.     (W)     SCALED    
 DS0209* NAVD 88     -      2134.446  (meters)    7002.76   (feet)  ADJUSTED  
 DS0209  ___________________________________________________________________
 DS0209  GEOID HEIGHT-         -21.22  (meters)                     GEOID03
 DS0209  DYNAMIC HT  -        2131.169 (meters)    6992.01  (feet)  COMP
 DS0209  MODELED GRAV-     979,024.2   (mgal)                       NAVD 88
 DS0209
 DS0209  VERT ORDER  -  SECOND    CLASS 0
 DS0209
 DS0209.The horizontal coordinates were scaled from a topographic map and have
 DS0209.an estimated accuracy of +/- 6 seconds.
 DS0209
 DS0209.The orthometric height was determined by differential leveling
 DS0209.and adjusted by the National Geodetic Survey in June 1991..
 DS0209
 DS0209.The geoid height was determined by GEOID03.
 DS0209
 DS0209.The dynamic height is computed by dividing the NAVD 88
 DS0209.geopotential number by the normal gravity value computed on the
 DS0209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0209.degrees latitude (g = 980.6199 gals.).
 DS0209
 DS0209.The modeled gravity was interpolated from observed gravity values.
 DS0209
 DS0209;                    North         East    Units  Estimated Accuracy
 DS0209;SPC NM C     -   303,110.      494,520.      MT  (+/- 180 meters Scaled)
 DS0209
 DS0209                          SUPERSEDED SURVEY CONTROL
 DS0209
 DS0209  NGVD 29 (??/??/92) 2133.606  (m)         7000.01   (f) ADJ UNCH    2 0
 DS0209
 DS0209.Superseded values are not recommended for survey control.
 DS0209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0209.See file dsdata.txt to determine how the superseded data were derived.
 DS0209
 DS0209_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT787333(NAD 83)
 DS0209_MARKER: DB = BENCH MARK DISK
 DS0209_SETTING: 66 = SET IN ROCK OUTCROP
 DS0209_SP_SET: OUTCROP
 DS0209_STAMPING: D 342 1969
 DS0209_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DS0209+STABILITY: POSITION/ELEVATION WELL
 DS0209
 DS0209  HISTORY     - Date     Condition        Report By
 DS0209  HISTORY     - 1969     MONUMENTED       CGS
 DS0209
 DS0209                          STATION DESCRIPTION
 DS0209
 DS0209'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 DS0209'27.3 MI NW FROM OSCURO.
 DS0209'ABOUT 7.75 MILES NORTHWEST ALONG WHITE SANDS MISSILE RANGE ROUTE 12
 DS0209'FROM THE STORE AT OSCURO, THENCE 19.55 MILES NORTHWEST ALONG WHITE
 DS0209'SANDS MISSILE RANGE ROUTE 9, IN SECTION 3, T 7 S, R 6 E, 90 YARDS
 DS0209'NORTHWEST OF THE CENTER OF THE JUNCTION OF THE ROUTE AND A TRAIL ROAD
 DS0209'WHICH LEADS SOUTHWEST, 14 FEET NORTHEAST OF THE CENTER LINE OF THE
 DS0209'ROUTE, SET IN THE TOP OF A ROCK OUTCROP, 2.8 FEET NORTHWEST OF A METAL
 DS0209'WITNESS POST, AND ABOUT 2 FEET ABOVE THE LEVEL OF THE ROUTE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0198 ***********************************************************************
 DS0198  DESIGNATION -  D 343
 DS0198  PID         -  DS0198
 DS0198  STATE/COUNTY-  NM/SOCORRO
 DS0198  USGS QUAD   -  OSCURA PEAK (1982)
 DS0198
 DS0198                         *CURRENT SURVEY CONTROL
 DS0198  ___________________________________________________________________
 DS0198* NAD 83(1986)-  33 39 56.     (N)    106 22 17.     (W)     SCALED    
 DS0198* NAVD 88     -      2507.678  (meters)    8227.27   (feet)  ADJUSTED  
 DS0198  ___________________________________________________________________
 DS0198  GEOID HEIGHT-         -21.57  (meters)                     GEOID03
 DS0198  DYNAMIC HT  -        2503.614 (meters)    8213.94  (feet)  COMP
 DS0198  MODELED GRAV-     978,924.3   (mgal)                       NAVD 88
 DS0198
 DS0198  VERT ORDER  -  SECOND    CLASS 0
 DS0198
 DS0198.The horizontal coordinates were scaled from a topographic map and have
 DS0198.an estimated accuracy of +/- 6 seconds.
 DS0198
 DS0198.The orthometric height was determined by differential leveling
 DS0198.and adjusted by the National Geodetic Survey in June 1991..
 DS0198
 DS0198.The geoid height was determined by GEOID03.
 DS0198
 DS0198.The dynamic height is computed by dividing the NAVD 88
 DS0198.geopotential number by the normal gravity value computed on the
 DS0198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0198.degrees latitude (g = 980.6199 gals.).
 DS0198
 DS0198.The modeled gravity was interpolated from observed gravity values.
 DS0198
 DS0198;                    North         East    Units  Estimated Accuracy
 DS0198;SPC NM C     -   295,570.      488,740.      MT  (+/- 180 meters Scaled)
 DS0198
 DS0198                          SUPERSEDED SURVEY CONTROL
 DS0198
 DS0198  NGVD 29 (??/??/92) 2506.687  (m)         8224.02   (f) ADJ UNCH    2 0
 DS0198
 DS0198.Superseded values are not recommended for survey control.
 DS0198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0198.See file dsdata.txt to determine how the superseded data were derived.
 DS0198
 DS0198_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT728259(NAD 83)
 DS0198_MARKER: DB = BENCH MARK DISK
 DS0198_SETTING: 66 = SET IN ROCK OUTCROP
 DS0198_SP_SET: OUTCROP
 DS0198_STAMPING: D 343 1969
 DS0198_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DS0198+STABILITY: POSITION/ELEVATION WELL
 DS0198
 DS0198  HISTORY     - Date     Condition        Report By
 DS0198  HISTORY     - 1969     MONUMENTED       CGS
 DS0198
 DS0198                          STATION DESCRIPTION
 DS0198
 DS0198'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 DS0198'36.95 MI NW FROM OSCURO.
 DS0198'ABOUT 7.75 MILES NORTHWEST ALONG WHITE SANDS MISSILE RANGE ROUTE 12
 DS0198'FROM THE STORE AT OSCURO, THENCE 20.55 MILES NORTHWEST ALONG WHITE
 DS0198'SANDS MISSILE RANGE ROUTE 9, THENCE 8.65 MILES SOUTHWEST ALONG ROAD
 DS0198'NUMBER 332, IN SECTION 36, T 7 S, R 5 E, 22 FEET SOUTHWEST OF THE
 DS0198'CENTER LINE OF THE ROAD, SET IN THE TOP OF A ROCK OUTCROP, 1.2 FEET
 DS0198'NORTHWEST OF A METAL WITNESS POST, AND ABOUT 4 FEET ABOVE THE LEVEL OF
 DS0198'THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0286 ***********************************************************************
 DS0286  DESIGNATION -  D 344
 DS0286  PID         -  DS0286
 DS0286  STATE/COUNTY-  NM/LINCOLN
 DS0286  USGS QUAD   -  OSCURA PEAK (1982)
 DS0286
 DS0286                         *CURRENT SURVEY CONTROL
 DS0286  ___________________________________________________________________
 DS0286* NAD 83(1986)-  33 37 49.     (N)    106 16 48.     (W)     SCALED    
 DS0286* NAVD 88     -      1600.482  (meters)    5250.91   (feet)  ADJUSTED  
 DS0286  ___________________________________________________________________
 DS0286  GEOID HEIGHT-         -21.48  (meters)                     GEOID03
 DS0286  DYNAMIC HT  -        1598.142 (meters)    5243.24  (feet)  COMP
 DS0286  MODELED GRAV-     979,118.3   (mgal)                       NAVD 88
 DS0286
 DS0286  VERT ORDER  -  SECOND    CLASS 0
 DS0286
 DS0286.The horizontal coordinates were scaled from a topographic map and have
 DS0286.an estimated accuracy of +/- 6 seconds.
 DS0286
 DS0286.The orthometric height was determined by differential leveling
 DS0286.and adjusted by the National Geodetic Survey in June 1991..
 DS0286
 DS0286.The geoid height was determined by GEOID03.
 DS0286
 DS0286.The dynamic height is computed by dividing the NAVD 88
 DS0286.geopotential number by the normal gravity value computed on the
 DS0286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0286.degrees latitude (g = 980.6199 gals.).
 DS0286
 DS0286.The modeled gravity was interpolated from observed gravity values.
 DS0286
 DS0286;                    North         East    Units  Estimated Accuracy
 DS0286;SPC NM C     -   291,650.      497,220.      MT  (+/- 180 meters Scaled)
 DS0286
 DS0286                          SUPERSEDED SURVEY CONTROL
 DS0286
 DS0286  NGVD 29 (??/??/92) 1599.761  (m)         5248.55   (f) ADJ UNCH    2 0
 DS0286
 DS0286.Superseded values are not recommended for survey control.
 DS0286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0286.See file dsdata.txt to determine how the superseded data were derived.
 DS0286
 DS0286_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT812218(NAD 83)
 DS0286_MARKER: DB = BENCH MARK DISK
 DS0286_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0286_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0286_STAMPING: D 344 1969
 DS0286_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0286+STABILITY: SURFACE MOTION
 DS0286
 DS0286  HISTORY     - Date     Condition        Report By
 DS0286  HISTORY     - 1969     MONUMENTED       CGS
 DS0286
 DS0286                          STATION DESCRIPTION
 DS0286
 DS0286'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 DS0286'19.6 MI NW FROM OSCURO.
 DS0286'ABOUT 7.75 MILES NORTHWEST ALONG WHITE SANDS MISSILE RANGE ROUTE 12
 DS0286'FROM THE STORE AT OSCURO, THENCE 5.55 MILES NORTHWEST ALONG WHITE
 DS0286'SANDS MISSILE RANGE ROUTE 9, THENCE 6.3 MILES NORTHWEST ALONG ROAD
 DS0286'NUMBER 331, IN SECTION 13, T 8 S, R 6 E, 46 FEET SOUTHWEST OF THE
 DS0286'CENTER LINE OF THE ROAD, 2.2 FEET SOUTHEAST OF A METAL WITNESS POST,
 DS0286'ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A
 DS0286'CONCRETE POST WHICH PROJECTS 4 INCHES ABOVE THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0626 ***********************************************************************
 CW0626  DESIGNATION -  D 345
 CW0626  PID         -  CW0626
 CW0626  STATE/COUNTY-  NM/EDDY
 CW0626  USGS QUAD   -  CARLSBAD EAST (1985)
 CW0626
 CW0626                         *CURRENT SURVEY CONTROL
 CW0626  ___________________________________________________________________
 CW0626* NAD 83(1986)-  32 24 37.     (N)    104 13 32.     (W)     SCALED    
 CW0626* NAVD 88     -       943.199  (meters)    3094.48   (feet)  ADJUSTED  
 CW0626  ___________________________________________________________________
 CW0626  GEOID HEIGHT-         -24.27  (meters)                     GEOID03
 CW0626  DYNAMIC HT  -         941.863 (meters)    3090.10  (feet)  COMP
 CW0626  MODELED GRAV-     979,190.8   (mgal)                       NAVD 88
 CW0626
 CW0626  VERT ORDER  -  FIRST     CLASS I
 CW0626
 CW0626.The horizontal coordinates were scaled from a topographic map and have
 CW0626.an estimated accuracy of +/- 6 seconds.
 CW0626
 CW0626.The orthometric height was determined by differential leveling
 CW0626.and adjusted by the National Geodetic Survey in June 1991..
 CW0626
 CW0626.The geoid height was determined by GEOID03.
 CW0626
 CW0626.The dynamic height is computed by dividing the NAVD 88
 CW0626.geopotential number by the normal gravity value computed on the
 CW0626.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0626.degrees latitude (g = 980.6199 gals.).
 CW0626
 CW0626.The modeled gravity was interpolated from observed gravity values.
 CW0626
 CW0626;                    North         East    Units  Estimated Accuracy
 CW0626;SPC NM E     -   156,370.      175,140.      MT  (+/- 180 meters Scaled)
 CW0626
 CW0626                          SUPERSEDED SURVEY CONTROL
 CW0626
 CW0626  NGVD 29 (??/??/92)  942.726  (m)         3092.93   (f) ADJ UNCH    1 1
 CW0626
 CW0626.Superseded values are not recommended for survey control.
 CW0626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0626.See file dsdata.txt to determine how the superseded data were derived.
 CW0626
 CW0626_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SER728861(NAD 83)
 CW0626_MARKER: DB = BENCH MARK DISK
 CW0626_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CW0626_STAMPING: D 345 1977
 CW0626_MARK LOGO: NGS   
 CW0626_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CW0626+STABILITY: POSITION/ELEVATION WELL
 CW0626
 CW0626  HISTORY     - Date     Condition        Report By
 CW0626  HISTORY     - 1977     MONUMENTED       NGS
 CW0626  HISTORY     - 1981     GOOD             NGS
 CW0626  HISTORY     - 20050709 GOOD             USPSQD
 CW0626
 CW0626                          STATION DESCRIPTION
 CW0626
 CW0626'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CW0626'IN CARLSBAD.
 CW0626'IN CARLSBAD, 0.2 KM (0.1 MI) NORTH OF THE PLAZA STREET CROSSING OF
 CW0626'THE ATCHISON, TOPEKA AND SANTA FE RAILROAD, 0.3 KM (0.5 MI) SOUTH
 CW0626'OF THE RAILROAD STATION, AT THE WEST EDGE OF A SMALL RIVERSIDE
 CW0626'PARK, IN THE TOP CENTER OF THE WEST HEADWALL OF A CONCRETE PIPE
 CW0626'CULVERT, 21.6 METERS (71.0 FT) EAST OF THE NORTHEAST CORNER OF THE
 CW0626'CENTER PIER OF A WOOD AND STEEL RAILROAD BRIDGE, AND 3.7 METERS
 CW0626'(12.0 FT) WEST OF THE CENTER OF A PAVED ROAD.
 CW0626'THE MARK IS 0.3 M ABOVE THE ROAD.
 CW0626
 CW0626                          STATION RECOVERY (2005)
 CW0626
 CW0626'RECOVERY NOTE BY US POWER SQUADRON 2005 (RTK)
 CW0626'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0610 ***********************************************************************
 CW0610  DESIGNATION -  D 346
 CW0610  PID         -  CW0610
 CW0610  STATE/COUNTY-  NM/EDDY
 CW0610  USGS QUAD   -  INDIAN FLATS (1985)
 CW0610
 CW0610                         *CURRENT SURVEY CONTROL
 CW0610  ___________________________________________________________________
 CW0610* NAD 83(1986)-  32 25 18.     (N)    104 02 22.     (W)     SCALED    
 CW0610* NAVD 88     -       981.289  (meters)    3219.45   (feet)  ADJUSTED  
 CW0610  ___________________________________________________________________
 CW0610  GEOID HEIGHT-         -24.43  (meters)                     GEOID03
 CW0610  DYNAMIC HT  -         979.881 (meters)    3214.83  (feet)  COMP
 CW0610  MODELED GRAV-     979,171.6   (mgal)                       NAVD 88
 CW0610
 CW0610  VERT ORDER  -  FIRST     CLASS I
 CW0610
 CW0610.The horizontal coordinates were scaled from a topographic map and have
 CW0610.an estimated accuracy of +/- 6 seconds.
 CW0610
 CW0610.The orthometric height was determined by differential leveling
 CW0610.and adjusted by the National Geodetic Survey in June 1991..
 CW0610
 CW0610.The geoid height was determined by GEOID03.
 CW0610
 CW0610.The dynamic height is computed by dividing the NAVD 88
 CW0610.geopotential number by the normal gravity value computed on the
 CW0610.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0610.degrees latitude (g = 980.6199 gals.).
 CW0610
 CW0610.The modeled gravity was interpolated from observed gravity values.
 CW0610
 CW0610;                    North         East    Units  Estimated Accuracy
 CW0610;SPC NM E     -   157,660.      192,640.      MT  (+/- 180 meters Scaled)
 CW0610
 CW0610                          SUPERSEDED SURVEY CONTROL
 CW0610
 CW0610  NGVD 29 (??/??/92)  980.796  (m)         3217.83   (f) ADJ UNCH    1 1
 CW0610
 CW0610.Superseded values are not recommended for survey control.
 CW0610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0610.See file dsdata.txt to determine how the superseded data were derived.
 CW0610
 CW0610_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SER903875(NAD 83)
 CW0610_MARKER: DB = BENCH MARK DISK
 CW0610_SETTING: 66 = SET IN ROCK OUTCROP
 CW0610_SP_SET: OUTCROP
 CW0610_STAMPING: D 346 1977
 CW0610_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CW0610+STABILITY: POSITION/ELEVATION WELL
 CW0610
 CW0610  HISTORY     - Date     Condition        Report By
 CW0610  HISTORY     - 1977     MONUMENTED       NGS
 CW0610  HISTORY     - 1981     GOOD             NGS
 CW0610
 CW0610                          STATION DESCRIPTION
 CW0610
 CW0610'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CW0610'11.15 MI EAST FROM CARLSBAD.
 CW0610'2.45 MILES NORTHEAST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE EAST END
 CW0610'OF THE BATAAN BRIDGE OVER THE PECOS RIVER, THENCE 8.7 MILES EAST
 CW0610'ALONG A PIPE LINE ROAD, ONE POWER LINE POLE EAST OF A TRACK ROAD
 CW0610'LEADING NORTH, ON THE SOUTH EDGE OF A SMALL WASH, 185 FT. SOUTH OF
 CW0610'THE CENTER LINE OF THE ROAD, 215 FT. SOUTH OF AND ACROSS THE ROAD
 CW0610'FROM A POWER LINE POLE, IN THE TOP OF A 3 BY 6 FT. OUTCROP ABOUT
 CW0610'FLUSH WITH THE CENTER OF THE WASH.
 CW0610
 CW0610                          STATION RECOVERY (1981)
 CW0610
 CW0610'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CW0610'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0505 ***********************************************************************
 CV0505  DESIGNATION -  D 347
 CV0505  PID         -  CV0505
 CV0505  STATE/COUNTY-  NM/EDDY
 CV0505  USGS QUAD   -  LIVINGSTON RIDGE (1985)
 CV0505
 CV0505                         *CURRENT SURVEY CONTROL
 CV0505  ___________________________________________________________________
 CV0505* NAD 83(1986)-  32 22 38.     (N)    103 52 10.     (W)     SCALED    
 CV0505* NAVD 88     -      1002.518  (meters)    3289.09   (feet)  ADJUSTED  
 CV0505  ___________________________________________________________________
 CV0505  GEOID HEIGHT-         -24.52  (meters)                     GEOID03
 CV0505  DYNAMIC HT  -        1001.077 (meters)    3284.37  (feet)  COMP
 CV0505  MODELED GRAV-     979,168.3   (mgal)                       NAVD 88
 CV0505
 CV0505  VERT ORDER  -  FIRST     CLASS I
 CV0505
 CV0505.The horizontal coordinates were scaled from a topographic map and have
 CV0505.an estimated accuracy of +/- 6 seconds.
 CV0505
 CV0505.The orthometric height was determined by differential leveling
 CV0505.and adjusted by the National Geodetic Survey in June 1991..
 CV0505
 CV0505.The geoid height was determined by GEOID03.
 CV0505
 CV0505.The dynamic height is computed by dividing the NAVD 88
 CV0505.geopotential number by the normal gravity value computed on the
 CV0505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0505.degrees latitude (g = 980.6199 gals.).
 CV0505
 CV0505.The modeled gravity was interpolated from observed gravity values.
 CV0505
 CV0505;                    North         East    Units  Estimated Accuracy
 CV0505;SPC NM E     -   152,790.      208,650.      MT  (+/- 180 meters Scaled)
 CV0505
 CV0505                          SUPERSEDED SURVEY CONTROL
 CV0505
 CV0505  NGVD 29 (??/??/92) 1002.027  (m)         3287.48   (f) ADJ UNCH    1 1
 CV0505
 CV0505.Superseded values are not recommended for survey control.
 CV0505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0505.See file dsdata.txt to determine how the superseded data were derived.
 CV0505
 CV0505_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFR063828(NAD 83)
 CV0505_MARKER: DB = BENCH MARK DISK
 CV0505_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CV0505_SP_SET: 13 FT.
 CV0505_STAMPING: D 347 1977
 CV0505_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CV0505
 CV0505  HISTORY     - Date     Condition        Report By
 CV0505  HISTORY     - 1977     MONUMENTED       NGS
 CV0505  HISTORY     - 1981     GOOD             NGS
 CV0505
 CV0505                          STATION DESCRIPTION
 CV0505
 CV0505'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CV0505'33.05 MI EAST FROM CARLSBAD.
 CV0505'17.2 MILES NORTHEAST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE EAST END
 CV0505'OF THE BATAAN BRIDGE OVER THE PECOS RIVER, THENCE 7.8 MILES SOUTH
 CV0505'ALONG STATE HIGHWAY 31, THENCE 5.05 MILES EAST ALONG A DIRT ROAD,
 CV0505'THENCE 3.0 MILES SOUTH ALONG A DIRT ROAD, 1.0 MILE SOUTHWEST OF THE
 CV0505'JUNCTION OF A DIRT ROAD TO HILL TANK, 1.0 MILE NORTH OF THE CROSSING
 CV0505'OF A WASH, AT THE NORTH END OF A CURVE, 21.5 FT. WEST OF THE CENTER
 CV0505'LINE OF THE ROAD, THE DISK IS 0.3 FT. BELOW THE LEVEL OF THE GROUND,
 CV0505'ACCESS TO WHICH IS HAD THROUGH A 4-INCH PLASTIC SCREW PLUG WHICH IS
 CV0505'FLUSH WITH THE GROUND.
 CV0505
 CV0505                          STATION RECOVERY (1981)
 CV0505
 CV0505'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CV0505'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0519 ***********************************************************************
 CV0519  DESIGNATION -  D 348
 CV0519  PID         -  CV0519
 CV0519  STATE/COUNTY-  NM/EDDY
 CV0519  USGS QUAD   -  THE DIVIDE (1984)
 CV0519
 CV0519                         *CURRENT SURVEY CONTROL
 CV0519  ___________________________________________________________________
 CV0519* NAD 83(1986)-  32 24 42.     (N)    103 44 22.     (W)     SCALED    
 CV0519* NAVD 88     -      1079.086  (meters)    3540.30   (feet)  ADJUSTED  
 CV0519  ___________________________________________________________________
 CV0519  GEOID HEIGHT-         -24.08  (meters)                     GEOID03
 CV0519  DYNAMIC HT  -        1077.527 (meters)    3535.19  (feet)  COMP
 CV0519  MODELED GRAV-     979,157.9   (mgal)                       NAVD 88
 CV0519
 CV0519  VERT ORDER  -  FIRST     CLASS I
 CV0519
 CV0519.The horizontal coordinates were scaled from a topographic map and have
 CV0519.an estimated accuracy of +/- 6 seconds.
 CV0519
 CV0519.The orthometric height was determined by differential leveling
 CV0519.and adjusted by the National Geodetic Survey in June 1991..
 CV0519
 CV0519.The geoid height was determined by GEOID03.
 CV0519
 CV0519.The dynamic height is computed by dividing the NAVD 88
 CV0519.geopotential number by the normal gravity value computed on the
 CV0519.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0519.degrees latitude (g = 980.6199 gals.).
 CV0519
 CV0519.The modeled gravity was interpolated from observed gravity values.
 CV0519
 CV0519;                    North         East    Units  Estimated Accuracy
 CV0519;SPC NM E     -   156,670.      220,860.      MT  (+/- 180 meters Scaled)
 CV0519
 CV0519                          SUPERSEDED SURVEY CONTROL
 CV0519
 CV0519  NGVD 29 (??/??/92) 1078.585  (m)         3538.66   (f) ADJ UNCH    1 1
 CV0519
 CV0519.Superseded values are not recommended for survey control.
 CV0519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0519.See file dsdata.txt to determine how the superseded data were derived.
 CV0519
 CV0519_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFR185867(NAD 83)
 CV0519_MARKER: DB = BENCH MARK DISK
 CV0519_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CV0519_SP_SET: 7 FT.
 CV0519_STAMPING: D 348 1977
 CV0519_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CV0519
 CV0519  HISTORY     - Date     Condition        Report By
 CV0519  HISTORY     - 1977     MONUMENTED       NGS
 CV0519  HISTORY     - 1981     GOOD             NGS
 CV0519
 CV0519                          STATION DESCRIPTION
 CV0519
 CV0519'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CV0519'42.15 MI EAST FROM CARLSBAD.
 CV0519'17.2 MILES NORTHEAST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE EAST END
 CV0519'OF THE BATAAN BRIDGE OVER THE PECOS RIVER, THENCE 7.8 MILES SOUTH
 CV0519'ALONG STATE HIGHWAY 31, THENCE 5.05 MILES EAST ALONG A DIRT ROAD,
 CV0519'THENCE 3.7 MILES SOUTH ALONG A DIRT ROAD, THENCE 7.7 MILES EAST
 CV0519'ALONG A PIPE LINE ROAD, THENCE 0.7 MILE NORTH ALONG A DIRT ROAD, 0.7
 CV0519'MILE NORTH OF BENCH MARK C 348, 0.05 MILE SOUTHWEST OF A STEEL
 CV0519'CATTLEGUARD ACROSS THE ROAD, AT THE JUNCTION OF DIRT ROADS LEADING
 CV0519'WEST AND NORTHEAST, 76 FT. EAST OF THE CENTER LINE OF THE ROAD, 29 FT.
 CV0519'SOUTH OF THE EXTENDED CENTER LINE OF THE ROAD LEADING WEST, 35 FT.
 CV0519'SOUTHEAST OF THE CENTER LINE OF THE ROAD CROSSING A STEEL CATTLEGUARD,
 CV0519'THE DISK IS 0.3 FT. BELOW THE LEVEL OF THE GROUND, ACCESS TO WHICH IS
 CV0519'HAD THROUGH A 4-INCH PLASTIC SCREW PLUG WHICH IS FLUSH WITH THE
 CV0519'GROUND.
 CV0519
 CV0519                          STATION RECOVERY (1981)
 CV0519
 CV0519'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CV0519'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0480 ***********************************************************************
 CV0480  DESIGNATION -  D 349
 CV0480  PID         -  CV0480
 CV0480  STATE/COUNTY-  NM/EDDY
 CV0480  USGS QUAD   -  LOS MEDANOS (1985)
 CV0480
 CV0480                         *CURRENT SURVEY CONTROL
 CV0480  ___________________________________________________________________
 CV0480* NAD 83(1986)-  32 20 24.     (N)    103 48 28.     (W)     SCALED    
 CV0480* NAVD 88     -      1016.383  (meters)    3334.58   (feet)  ADJUSTED  
 CV0480  ___________________________________________________________________
 CV0480  GEOID HEIGHT-         -24.56  (meters)                     GEOID03
 CV0480  DYNAMIC HT  -        1014.911 (meters)    3329.75  (feet)  COMP
 CV0480  MODELED GRAV-     979,156.0   (mgal)                       NAVD 88
 CV0480
 CV0480  VERT ORDER  -  FIRST     CLASS I
 CV0480
 CV0480.The horizontal coordinates were scaled from a topographic map and have
 CV0480.an estimated accuracy of +/- 6 seconds.
 CV0480
 CV0480.The orthometric height was determined by differential leveling
 CV0480.and adjusted by the National Geodetic Survey in June 1991..
 CV0480
 CV0480.The geoid height was determined by GEOID03.
 CV0480
 CV0480.The dynamic height is computed by dividing the NAVD 88
 CV0480.geopotential number by the normal gravity value computed on the
 CV0480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0480.degrees latitude (g = 980.6199 gals.).
 CV0480
 CV0480.The modeled gravity was interpolated from observed gravity values.
 CV0480
 CV0480;                    North         East    Units  Estimated Accuracy
 CV0480;SPC NM E     -   148,690.      214,470.      MT  (+/- 180 meters Scaled)
 CV0480
 CV0480                          SUPERSEDED SURVEY CONTROL
 CV0480
 CV0480.No superseded survey control is available for this station.
 CV0480
 CV0480_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFR121787(NAD 83)
 CV0480_MARKER: DB = BENCH MARK DISK
 CV0480_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CV0480_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CV0480_STAMPING: D 349 1977
 CV0480_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CV0480
 CV0480  HISTORY     - Date     Condition        Report By
 CV0480  HISTORY     - 1977     MONUMENTED       NGS
 CV0480  HISTORY     - 1981     MARK NOT FOUND   NGS
 CV0480
 CV0480                          STATION DESCRIPTION
 CV0480
 CV0480'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CV0480'44.7 MI EAST FROM CARLSBAD.
 CV0480'17.2 MILES NORTHEAST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE EAST END
 CV0480'OF THE BATAAN BRIDGE OVER THE PECOS RIVER, THENCE 14.95 MILES SOUTH
 CV0480'ALONG STATE HIGHWAY 31, THENCE 10.2 MILES EAST ALONG STATE HIGHWAY
 CV0480'128, THENCE 0.8 MILE NORTH ALONG A DIRT ROAD, THENCE 1.55 MILES EAST
 CV0480'ALONG A DIRT ROAD, AT THE EAST END OF THE ROAD, AT THE CENTER OF A
 CV0480'DIRT PAD FOR ERDA POTASH DRILL HOLE P 7, A DISK CEMENTED IN THE TOP
 CV0480'OF A 4-INCH IRON PIPE CASING WHICH PROJECTS 1.1 FT. ABOVE THE GROUND,
 CV0480'7 FT. NORTH OF THE EXTENDED CENTER LINE OF THE ROAD, 155 FT. EAST OF
 CV0480'THE NORTH END OF A GATE ACROSS THE ROAD, THE DEPTH OF THE PIPE IS
 CV0480'UNKNOWN.
 CV0480
 CV0480                          STATION RECOVERY (1981)
 CV0480
 CV0480'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CV0480'THE PIPE HAS BEEN HIT BY A TRUCK AND THE DISK POPPED LOOSE FROM THE
 CV0480'PIPE.  THE DISK WAS NOT RECOVERED BUT THE MARK SHOULD BE CONSIDERED
 CV0480'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0249 ***********************************************************************
 CV0249  DESIGNATION -  D 35
 CV0249  PID         -  CV0249
 CV0249  STATE/COUNTY-  NM/LEA
 CV0249  USGS QUAD   -  LOVINGTON NW (1985)
 CV0249
 CV0249                         *CURRENT SURVEY CONTROL
 CV0249  ___________________________________________________________________
 CV0249* NAD 83(1986)-  32 56 35.     (N)    103 22 40.     (W)     SCALED    
 CV0249* NAVD 88     -      1199.791  (meters)    3936.31   (feet)  ADJUSTED  
 CV0249  ___________________________________________________________________
 CV0249  GEOID HEIGHT-         -21.76  (meters)                     GEOID03
 CV0249  DYNAMIC HT  -        1198.149 (meters)    3930.93  (feet)  COMP
 CV0249  MODELED GRAV-     979,226.9   (mgal)                       NAVD 88
 CV0249
 CV0249  VERT ORDER  -  FIRST     CLASS II
 CV0249
 CV0249.The horizontal coordinates were scaled from a topographic map and have
 CV0249.an estimated accuracy of +/- 6 seconds.
 CV0249
 CV0249.The orthometric height was determined by differential leveling
 CV0249.and adjusted by the National Geodetic Survey in June 1991..
 CV0249
 CV0249.The geoid height was determined by GEOID03.
 CV0249
 CV0249.The dynamic height is computed by dividing the NAVD 88
 CV0249.geopotential number by the normal gravity value computed on the
 CV0249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0249.degrees latitude (g = 980.6199 gals.).
 CV0249
 CV0249.The modeled gravity was interpolated from observed gravity values.
 CV0249
 CV0249;                    North         East    Units  Estimated Accuracy
 CV0249;SPC NM E     -   215,840.      254,350.      MT  (+/- 180 meters Scaled)
 CV0249
 CV0249                          SUPERSEDED SURVEY CONTROL
 CV0249
 CV0249  NGVD 29 (??/??/92) 1199.356  (m)         3934.89   (f) ADJ UNCH    1 2
 CV0249
 CV0249.Superseded values are not recommended for survey control.
 CV0249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0249.See file dsdata.txt to determine how the superseded data were derived.
 CV0249
 CV0249_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFS516461(NAD 83)
 CV0249_MARKER: DB = BENCH MARK DISK
 CV0249_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0249_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CV0249_STAMPING: D-35 1933
 CV0249_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CV0249+STABILITY: SURFACE MOTION
 CV0249
 CV0249  HISTORY     - Date     Condition        Report By
 CV0249  HISTORY     - 1933     MONUMENTED       CGS
 CV0249  HISTORY     - 1934     GOOD             NGS
 CV0249  HISTORY     - 1979     MARK NOT FOUND   USGS
 CV0249
 CV0249                          STATION DESCRIPTION
 CV0249
 CV0249'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CV0249'2.3 MI W FROM LOVINGTON.
 CV0249'2.3 MI. WEST OF LOVINGTON COURTHOUSE ON HWY NO. 83 ABOUT 200 FEET
 CV0249'SOUTH OF A RANCH HOUSE, 24 FEET SOUTH OF THE CENTERLINE OF THE
 CV0249'HIGHWAY, 40 FEET EAST OF POLE NO. 2036 IN THE LINE OF POLES.
 CV0249
 CV0249                          STATION RECOVERY (1979)
 CV0249
 CV0249'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 CV0249'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0591 ***********************************************************************
 CV0591  DESIGNATION -  D 350
 CV0591  PID         -  CV0591
 CV0591  STATE/COUNTY-  NM/EDDY
 CV0591  USGS QUAD   -  BOOTLEG RIDGE (1984)
 CV0591
 CV0591                         *CURRENT SURVEY CONTROL
 CV0591  ___________________________________________________________________
 CV0591* NAD 83(1986)-  32 22 18.     (N)    103 44 26.     (W)     SCALED    
 CV0591* NAVD 88     -      1089.701  (meters)    3575.13   (feet)  ADJUSTED  
 CV0591  ___________________________________________________________________
 CV0591  GEOID HEIGHT-         -24.26  (meters)                     GEOID03
 CV0591  DYNAMIC HT  -        1088.122 (meters)    3569.95  (feet)  COMP
 CV0591  MODELED GRAV-     979,152.7   (mgal)                       NAVD 88
 CV0591
 CV0591  VERT ORDER  -  FIRST     CLASS I
 CV0591
 CV0591.The horizontal coordinates were scaled from a topographic map and have
 CV0591.an estimated accuracy of +/- 6 seconds.
 CV0591
 CV0591.The orthometric height was determined by differential leveling
 CV0591.and adjusted by the National Geodetic Survey in June 1991..
 CV0591
 CV0591.The geoid height was determined by GEOID03.
 CV0591
 CV0591.The dynamic height is computed by dividing the NAVD 88
 CV0591.geopotential number by the normal gravity value computed on the
 CV0591.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0591.degrees latitude (g = 980.6199 gals.).
 CV0591
 CV0591.The modeled gravity was interpolated from observed gravity values.
 CV0591
 CV0591;                    North         East    Units  Estimated Accuracy
 CV0591;SPC NM E     -   152,230.      220,780.      MT  (+/- 180 meters Scaled)
 CV0591
 CV0591                          SUPERSEDED SURVEY CONTROL
 CV0591
 CV0591  NGVD 29 (??/??/92) 1089.199  (m)         3573.48   (f) ADJ UNCH    1 1
 CV0591
 CV0591.Superseded values are not recommended for survey control.
 CV0591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0591.See file dsdata.txt to determine how the superseded data were derived.
 CV0591
 CV0591_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFR184823(NAD 83)
 CV0591_MARKER: DB = BENCH MARK DISK
 CV0591_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CV0591_SP_SET: 6 FT.
 CV0591_STAMPING: D 350 1977
 CV0591_MARK LOGO: NGS   
 CV0591_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CV0591
 CV0591  HISTORY     - Date     Condition        Report By
 CV0591  HISTORY     - 1977     MONUMENTED       NGS
 CV0591  HISTORY     - 1981     GOOD             NGS
 CV0591
 CV0591                          STATION DESCRIPTION
 CV0591
 CV0591'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CV0591'43.45 MI EAST FROM CARLSBAD.
 CV0591'17.2 MILES NORTHEAST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE EAST END
 CV0591'OF THE BATAAN BRIDGE OVER THE PECOS RIVER, THENCE 7.8 MILES SOUTH
 CV0591'ALONG STATE HIGHWAY 31, THENCE 5.05 MILES EAST ALONG A DIRT ROAD,
 CV0591'THENCE 3.7 MILES SOUTH ALONG A DIRT ROAD, THENCE 7.7 MILES EAST
 CV0591'ALONG A PIPE LINE ROAD, THENCE 2.0 MILES SOUTH ALONG A DIRT ROAD, 0.9
 CV0591'MILE NORTH OF BENCH MARK B 350, 0.1 MILE NORTH OF A SUMMIT IN THE
 CV0591'ROAD AND A WATER TANK, 28 FT. WEST OF THE CENTER LINE OF THE ROAD,
 CV0591'THE DISK IS 0.3 FT. BELOW THE LEVEL OF THE GROUND, ACCESS TO WHICH IS
 CV0591'HAD THROUGH A 4-INCH PLASTIC SCREW PLUG WHICH IS FLUSH WITH THE
 CV0591'GROUND.
 CV0591
 CV0591                          STATION RECOVERY (1981)
 CV0591
 CV0591'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CV0591'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA5739 ***********************************************************************
 AA5739  DESIGNATION -  D 351 RESET
 AA5739  PID         -  AA5739
 AA5739  STATE/COUNTY-  NM/EDDY
 AA5739  USGS QUAD   -  TOWER HILL NORTH (1985)
 AA5739
 AA5739                         *CURRENT SURVEY CONTROL
 AA5739  ___________________________________________________________________
 AA5739* NAD 83(1986)-  32 31 21.     (N)    103 54 37.     (W)     SCALED    
 AA5739* NAVD 88     -      1075.88   (+/-2cm)    3529.8    (feet)  VERTCON   
 AA5739  ___________________________________________________________________
 AA5739  GEOID HEIGHT-         -23.89  (meters)                     GEOID03
 AA5739
 AA5739  VERT ORDER  -  THIRD (See Below)
 AA5739
 AA5739.The horizontal coordinates were scaled from a topographic map and have
 AA5739.an estimated accuracy of +/- 6 seconds.
 AA5739
 AA5739.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA5739.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA5739.The vertical order pertains to the NGVD 29 superseded value.
 AA5739
 AA5739.The geoid height was determined by GEOID03.
 AA5739
 AA5739;                    North         East    Units  Estimated Accuracy
 AA5739;SPC NM E     -   168,880.      204,740.      MT  (+/- 180 meters Scaled)
 AA5739
 AA5739                          SUPERSEDED SURVEY CONTROL
 AA5739
 AA5739  NGVD 29 (06/15/00) 1075.39   (m)         3528.2    (f) RESET       3  
 AA5739
 AA5739.Superseded values are not recommended for survey control.
 AA5739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5739.See file dsdata.txt to determine how the superseded data were derived.
 AA5739
 AA5739_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFR023988(NAD 83)
 AA5739_MARKER: DV = VERTICAL CONTROL DISK
 AA5739_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5739_STAMPING: D 351 RESET 1990
 AA5739_MARK LOGO: NGS   
 AA5739_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA5739_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5739+STABILITY: SURFACE MOTION
 AA5739
 AA5739  HISTORY     - Date     Condition        Report By
 AA5739  HISTORY     - 1990     MONUMENTED       NMHD
 AA5739
 AA5739                          STATION DESCRIPTION
 AA5739
 AA5739'DESCRIBED BY NM HIGHWAY DEPT 1990 (RJT)
 AA5739'ABOUT 21.5 MILES (34.6 KM) EAST ALONG US HIGHWAY 62 FROM THE
 AA5739'COURTHOUSE IN CARLSBAD, ABOUT 150 FEET (45.7 M) SOUTH OF THE
 AA5739'CENTERLINE OF US HIGHWAY 62 ALONG THE SOUTHERLY RIGHT-OF-WAY FENCE,
 AA5739'ABOUT 500 FEET (152.4 M) WEST OF A HIGHWAY RIGHT-OF-WAY MARKER AT STA
 AA5739'195+00.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0640 ***********************************************************************
 CV0640  DESIGNATION -  D 352
 CV0640  PID         -  CV0640
 CV0640  STATE/COUNTY-  NM/LEA
 CV0640  USGS QUAD   -  WILLIAMS SINK (1985)
 CV0640
 CV0640                         *CURRENT SURVEY CONTROL
 CV0640  ___________________________________________________________________
 CV0640* NAD 83(1986)-  32 32 47.     (N)    103 45 16.     (W)     SCALED    
 CV0640* NAVD 88     -      1080.516  (meters)    3544.99   (feet)  ADJUSTED  
 CV0640  ___________________________________________________________________
 CV0640  GEOID HEIGHT-         -23.48  (meters)                     GEOID03
 CV0640  DYNAMIC HT  -        1078.984 (meters)    3539.97  (feet)  COMP
 CV0640  MODELED GRAV-     979,184.3   (mgal)                       NAVD 88
 CV0640
 CV0640  VERT ORDER  -  FIRST     CLASS I
 CV0640
 CV0640.The horizontal coordinates were scaled from a topographic map and have
 CV0640.an estimated accuracy of +/- 6 seconds.
 CV0640
 CV0640.The orthometric height was determined by differential leveling
 CV0640.and adjusted by the National Geodetic Survey in June 1991..
 CV0640
 CV0640.The geoid height was determined by GEOID03.
 CV0640
 CV0640.The dynamic height is computed by dividing the NAVD 88
 CV0640.geopotential number by the normal gravity value computed on the
 CV0640.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0640.degrees latitude (g = 980.6199 gals.).
 CV0640
 CV0640.The modeled gravity was interpolated from observed gravity values.
 CV0640
 CV0640;                    North         East    Units  Estimated Accuracy
 CV0640;SPC NM E     -   171,600.      219,370.      MT  (+/- 180 meters Scaled)
 CV0640
 CV0640                          SUPERSEDED SURVEY CONTROL
 CV0640
 CV0640  NGVD 29 (??/??/92) 1080.031  (m)         3543.40   (f) ADJ UNCH    1 1
 CV0640
 CV0640.Superseded values are not recommended for survey control.
 CV0640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0640.See file dsdata.txt to determine how the superseded data were derived.
 CV0640
 CV0640_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFS169016(NAD 83)
 CV0640_MARKER: DB = BENCH MARK DISK
 CV0640_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CV0640_SP_SET: CULVERT
 CV0640_STAMPING: D 352 1977
 CV0640_MARK LOGO: NGS   
 CV0640_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CV0640
 CV0640  HISTORY     - Date     Condition        Report By
 CV0640  HISTORY     - 1977     MONUMENTED       NGS
 CV0640  HISTORY     - 1982     GOOD             NGS
 CV0640
 CV0640                          STATION DESCRIPTION
 CV0640
 CV0640'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CV0640'30.4 MI NE FROM CARLSBAD.
 CV0640'30.4 MILES NORTHEAST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE EAST END
 CV0640'OF THE BATAAN BRIDGE OVER THE PECOS RIVER, 0.1 MILE NORTHEAST OF
 CV0640'A ROAD LEADING SOUTHEAST TO A HOUSE, 0.1 MILE NORTHEAST OF MILEPOST
 CV0640'66, AT THE CROSSING OF A POWER LINE, 17.5 FT. SOUTHEAST OF THE
 CV0640'CENTER LINE OF THE HIGHWAY, IN THE TOP OF THE NORTHEAST END OF THE
 CV0640'SOUTHEAST CONCRETE HEAD WALL OF A 5 BY 6 FT. CONCRETE BOX CULVERT,
 CV0640'0.4 FT. SOUTHWEST OF THE NORTHEAST END OF THE HEAD WALL.
 CV0640
 CV0640                          STATION RECOVERY (1982)
 CV0640
 CV0640'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CV0640'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0647 ***********************************************************************
 CV0647  DESIGNATION -  D 353
 CV0647  PID         -  CV0647
 CV0647  STATE/COUNTY-  NM/LEA
 CV0647  USGS QUAD   -  EUNICE (1979)
 CV0647
 CV0647                         *CURRENT SURVEY CONTROL
 CV0647  ___________________________________________________________________
 CV0647* NAD 83(1986)-  32 22 50.     (N)    103 08 38.     (W)     SCALED    
 CV0647* NAVD 88     -      1020.251  (meters)    3347.27   (feet)  ADJUSTED  
 CV0647  ___________________________________________________________________
 CV0647  GEOID HEIGHT-         -22.36  (meters)                     GEOID03
 CV0647  DYNAMIC HT  -        1018.861 (meters)    3342.71  (feet)  COMP
 CV0647  MODELED GRAV-     979,241.1   (mgal)                       NAVD 88
 CV0647
 CV0647  VERT ORDER  -  FIRST     CLASS I
 CV0647
 CV0647.The horizontal coordinates were scaled from a topographic map and have
 CV0647.an estimated accuracy of +/- 6 seconds.
 CV0647
 CV0647.The orthometric height was determined by differential leveling
 CV0647.and adjusted by the National Geodetic Survey in June 1991..
 CV0647
 CV0647.The geoid height was determined by GEOID03.
 CV0647
 CV0647.The dynamic height is computed by dividing the NAVD 88
 CV0647.geopotential number by the normal gravity value computed on the
 CV0647.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0647.degrees latitude (g = 980.6199 gals.).
 CV0647
 CV0647.The modeled gravity was interpolated from observed gravity values.
 CV0647
 CV0647;                    North         East    Units  Estimated Accuracy
 CV0647;SPC NM E     -   153,690.      276,920.      MT  (+/- 180 meters Scaled)
 CV0647
 CV0647                          SUPERSEDED SURVEY CONTROL
 CV0647
 CV0647  NGVD 29 (??/??/92) 1019.835  (m)         3345.91   (f) ADJ UNCH    1 1
 CV0647
 CV0647.Superseded values are not recommended for survey control.
 CV0647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0647.See file dsdata.txt to determine how the superseded data were derived.
 CV0647
 CV0647_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFR746841(NAD 83)
 CV0647_MARKER: DB = BENCH MARK DISK
 CV0647_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 CV0647+WITH SETTING: INTO GROUND
 CV0647_STAMPING: D 353  1977
 CV0647_MARK LOGO: NGS   
 CV0647_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CV0647+STABILITY: SURFACE MOTION
 CV0647
 CV0647  HISTORY     - Date     Condition        Report By
 CV0647  HISTORY     - 1977     MONUMENTED       NGS
 CV0647  HISTORY     - 1982     GOOD             NGS
 CV0647
 CV0647                          STATION DESCRIPTION
 CV0647
 CV0647'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CV0647'5.2 MI SOUTH FROM EUNICE.
 CV0647'1.2 MILES EAST ALONG STATE HIGHWAY 8 AND 176(TEXAS AVENUE)FROM
 CV0647'THE CROSSING OF THE TEXAS NEW MEXICO RAILROAD AT EUNICE, THENCE 4.0
 CV0647'MILES SOUTHWEST ALONG STATE HIGHWAY 18, 0.05 MILE NORTHEAST OF HIGHWAY
 CV0647'MILEPOST 28, AT RAILROAD MILEPOST 62, 127 FT. NORTHWEST OF THE
 CV0647'CENTER LINE OF THE HIGHWAY, 97.5 FT. SOUTHEAST OF THE SOUTHEAST RAIL
 CV0647'OF THE TRACK, 97 FT. SOUTH OF THE MILEPOST, 1.5 FT. NORTHEAST OF A
 CV0647'T JUNCTION POWER POLE WITH A GUY POLE, DISK IS 0.4 FT. BELOW
 CV0647'GROUND LEVEL ACCESS TO WHICH IS HAD THROUGH A 4 INCH PLASTIC SCREW
 CV0647'CAP FLUSH WITH THE GROUND,
 CV0647
 CV0647                          STATION RECOVERY (1982)
 CV0647
 CV0647'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CV0647'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0677 ***********************************************************************
 CV0677  DESIGNATION -  D 354
 CV0677  PID         -  CV0677
 CV0677  STATE/COUNTY-  NM/LEA
 CV0677  USGS QUAD   -  SAN SIMON SINK (1984)
 CV0677
 CV0677                         *CURRENT SURVEY CONTROL
 CV0677  ___________________________________________________________________
 CV0677* NAD 83(1986)-  32 19 35.     (N)    103 26 12.     (W)     SCALED    
 CV0677* NAVD 88     -      1026.114  (meters)    3366.51   (feet)  ADJUSTED  
 CV0677  ___________________________________________________________________
 CV0677  GEOID HEIGHT-         -23.66  (meters)                     GEOID03
 CV0677  DYNAMIC HT  -        1024.640 (meters)    3361.67  (feet)  COMP
 CV0677  MODELED GRAV-     979,167.8   (mgal)                       NAVD 88
 CV0677
 CV0677  VERT ORDER  -  FIRST     CLASS I
 CV0677
 CV0677.The horizontal coordinates were scaled from a topographic map and have
 CV0677.an estimated accuracy of +/- 6 seconds.
 CV0677
 CV0677.The orthometric height was determined by differential leveling
 CV0677.and adjusted by the National Geodetic Survey in June 1991..
 CV0677
 CV0677.The geoid height was determined by GEOID03.
 CV0677
 CV0677.The dynamic height is computed by dividing the NAVD 88
 CV0677.geopotential number by the normal gravity value computed on the
 CV0677.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0677.degrees latitude (g = 980.6199 gals.).
 CV0677
 CV0677.The modeled gravity was interpolated from observed gravity values.
 CV0677
 CV0677;                    North         East    Units  Estimated Accuracy
 CV0677;SPC NM E     -   147,410.      249,420.      MT  (+/- 180 meters Scaled)
 CV0677
 CV0677                          SUPERSEDED SURVEY CONTROL
 CV0677
 CV0677  NGVD 29 (??/??/92) 1025.627  (m)         3364.91   (f) ADJ UNCH    1 1
 CV0677
 CV0677.Superseded values are not recommended for survey control.
 CV0677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0677.See file dsdata.txt to determine how the superseded data were derived.
 CV0677
 CV0677_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFR471776(NAD 83)
 CV0677_MARKER: DB = BENCH MARK DISK
 CV0677_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CV0677_SP_SET: 24 FEET
 CV0677_STAMPING: D 354 1977
 CV0677_MARK LOGO: NGS   
 CV0677_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CV0677
 CV0677  HISTORY     - Date     Condition        Report By
 CV0677  HISTORY     - 1977     MONUMENTED       NGS
 CV0677  HISTORY     - 1982     GOOD             NGS
 CV0677
 CV0677                          STATION DESCRIPTION
 CV0677
 CV0677'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CV0677'22.9 MI SW FROM EUNICE.
 CV0677'2.5 MILES SOUTH ALONG STATE HIGHWAY LOOP 18 FROM THE JUNCTION OF
 CV0677'STATE HIGHWAY 8 AND 176 (TEXAS AVENUE) AT EUNICE, THENCE 20.4 MILES
 CV0677'IN A WESTERLY DIRECTION ALONG A PAVED ROAD LOCALLY KNOWN AS THE
 CV0677'DELAWARE BASIN ROAD, AT THE JUNCTION OF A GRAVEL ROAD LEADING NORTH,
 CV0677'33.5 FEET NORTH OF THE CENTER LINE OF THE PAVED ROAD, 79 FEET EAST
 CV0677'OF THE CENTER LINE OF THE GRAVEL ROAD, 21.5 FEET NORTH OF THE NORTH
 CV0677'END OF A CATTLE GUARD, 2 FEET WEST OF A NORTH SOUTH FENCE LINE,
 CV0677'DISK IS 0.8 FOOT BELOW THE SURFACE OF THE GROUND ACCESS TO WHICH IS
 CV0677'HAD THROUGH A 4 INCH PLASTIC SCREW CAP FLUSH WITH THE GROUND.
 CV0677
 CV0677                          STATION RECOVERY (1982)
 CV0677
 CV0677'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CV0677'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0697 ***********************************************************************
 CV0697  DESIGNATION -  D 355
 CV0697  PID         -  CV0697
 CV0697  STATE/COUNTY-  NM/LEA
 CV0697  USGS QUAD   -  THE DIVIDE (1984)
 CV0697
 CV0697                         *CURRENT SURVEY CONTROL
 CV0697  ___________________________________________________________________
 CV0697* NAD 83(1986)-  32 25 15.     (N)    103 39 40.     (W)     SCALED    
 CV0697* NAVD 88     -      1153.451  (meters)    3784.28   (feet)  ADJUSTED  
 CV0697  ___________________________________________________________________
 CV0697  GEOID HEIGHT-         -23.83  (meters)                     GEOID03
 CV0697  DYNAMIC HT  -        1151.783 (meters)    3778.81  (feet)  COMP
 CV0697  MODELED GRAV-     979,152.7   (mgal)                       NAVD 88
 CV0697
 CV0697  VERT ORDER  -  FIRST     CLASS I
 CV0697
 CV0697.The horizontal coordinates were scaled from a topographic map and have
 CV0697.an estimated accuracy of +/- 6 seconds.
 CV0697
 CV0697.The orthometric height was determined by differential leveling
 CV0697.and adjusted by the National Geodetic Survey in June 1991..
 CV0697
 CV0697.The geoid height was determined by GEOID03.
 CV0697
 CV0697.The dynamic height is computed by dividing the NAVD 88
 CV0697.geopotential number by the normal gravity value computed on the
 CV0697.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0697.degrees latitude (g = 980.6199 gals.).
 CV0697
 CV0697.The modeled gravity was interpolated from observed gravity values.
 CV0697
 CV0697;                    North         East    Units  Estimated Accuracy
 CV0697;SPC NM E     -   157,730.      228,220.      MT  (+/- 180 meters Scaled)
 CV0697
 CV0697                          SUPERSEDED SURVEY CONTROL
 CV0697
 CV0697  NGVD 29 (??/??/92) 1152.945  (m)         3782.62   (f) ADJ UNCH    1 1
 CV0697
 CV0697.Superseded values are not recommended for survey control.
 CV0697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0697.See file dsdata.txt to determine how the superseded data were derived.
 CV0697
 CV0697_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFR258878(NAD 83)
 CV0697_MARKER: DB = BENCH MARK DISK
 CV0697_SETTING: 66 = SET IN ROCK OUTCROP
 CV0697_SP_SET: OUTCROP
 CV0697_STAMPING: D 355 1977
 CV0697_MARK LOGO: NGS   
 CV0697_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CV0697+STABILITY: POSITION/ELEVATION WELL
 CV0697
 CV0697  HISTORY     - Date     Condition        Report By
 CV0697  HISTORY     - 1977     MONUMENTED       NGS
 CV0697  HISTORY     - 1982     GOOD             NGS
 CV0697
 CV0697                          STATION DESCRIPTION
 CV0697
 CV0697'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CV0697'46.45 MI EAST FROM CARLSBAD.
 CV0697'17.2 MILES NORTHEAST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE EAST END
 CV0697'OF THE BATAAN BRIDGE OVER THE PECOS RIVER, THENCE 7.8 MILES SOUTH
 CV0697'ALONG STATE HIGHWAY 31, THENCE 5.05 MILES EAST ALONG A DIRT ROAD,
 CV0697'THENCE 3.7 MILES SOUTH ALONG A DIRT ROAD, THENCE 12.7 MILES EAST
 CV0697'ALONG A PIPE LINE ROAD, 0.1 MILE NORTHEAST OF A , ON THE
 CV0697'NORTHEAST SLOPE OF A HILL, 78 FT. SOUTHEAST OF THE CENTER LINE OF THE
 CV0697'ROAD, IN THE TOP OF AN OUTCROP WHICH PROJECTS 0.6 FT. ABOVE THE
 CV0697'GROUND, 0.45 MILE SOUTHWEST OF THE JUNCTION OF A NORTH-SOUTH DIRT
 CV0697'ROAD.
 CV0697
 CV0697                          STATION RECOVERY (1982)
 CV0697
 CV0697'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CV0697'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0490 ***********************************************************************
 EQ0490  DESIGNATION -  D 356
 EQ0490  PID         -  EQ0490
 EQ0490  STATE/COUNTY-  NM/SOCORRO
 EQ0490  USGS QUAD   -  SOCORRO (1979)
 EQ0490
 EQ0490                         *CURRENT SURVEY CONTROL
 EQ0490  ___________________________________________________________________
 EQ0490* NAD 83(1986)-  34 05 58.     (N)    106 53 20.     (W)     SCALED    
 EQ0490* NAVD 88     -      1409.067  (meters)    4622.91   (feet)  ADJUSTED  
 EQ0490  ___________________________________________________________________
 EQ0490  GEOID HEIGHT-         -22.10  (meters)                     GEOID03
 EQ0490  DYNAMIC HT  -        1407.075 (meters)    4616.38  (feet)  COMP
 EQ0490  MODELED GRAV-     979,173.4   (mgal)                       NAVD 88
 EQ0490
 EQ0490  VERT ORDER  -  FIRST     CLASS I
 EQ0490
 EQ0490.The horizontal coordinates were scaled from a topographic map and have
 EQ0490.an estimated accuracy of +/- 6 seconds.
 EQ0490
 EQ0490.The orthometric height was determined by differential leveling
 EQ0490.and adjusted by the National Geodetic Survey in June 1991..
 EQ0490
 EQ0490.The geoid height was determined by GEOID03.
 EQ0490
 EQ0490.The dynamic height is computed by dividing the NAVD 88
 EQ0490.geopotential number by the normal gravity value computed on the
 EQ0490.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0490.degrees latitude (g = 980.6199 gals.).
 EQ0490
 EQ0490.The modeled gravity was interpolated from observed gravity values.
 EQ0490
 EQ0490;                    North         East    Units  Estimated Accuracy
 EQ0490;SPC NM C     -   343,870.      441,050.      MT  (+/- 180 meters Scaled)
 EQ0490
 EQ0490                          SUPERSEDED SURVEY CONTROL
 EQ0490
 EQ0490  NGVD 29 (??/??/92) 1408.338  (m)         4620.52   (f) ADJ UNCH    1 1
 EQ0490
 EQ0490.Superseded values are not recommended for survey control.
 EQ0490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0490.See file dsdata.txt to determine how the superseded data were derived.
 EQ0490
 EQ0490_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT257747(NAD 83)
 EQ0490_MARKER: DB = BENCH MARK DISK
 EQ0490_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EQ0490_SP_SET: BRIDGE ABUTMENT
 EQ0490_STAMPING: D 356 1978
 EQ0490_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EQ0490
 EQ0490  HISTORY     - Date     Condition        Report By
 EQ0490  HISTORY     - 1978     MONUMENTED       NGS
 EQ0490
 EQ0490                          STATION DESCRIPTION
 EQ0490
 EQ0490'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 EQ0490'2.7 MI NORTH FROM SOCORRO.
 EQ0490'ABOUT 2.7 MILES NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 EQ0490'FROM THE STATION IN SOCORRO.  SET IN TOP OF THE EAST END OF THE NORTH
 EQ0490'CONCRETE ABUTMENT FOR THE RAILROAD BRIDGE OVER A FLOOD CONTROL CANAL,
 EQ0490'4.5 RAILS NORTH OF MILE POST 975, 16 FEET SOUTH OF THE CENTER OF A
 EQ0490'DIRT ROAD PARALLELING THE NORTH SIDE OF THE CANAL AND CROSSING THE
 EQ0490'TRACKS, 9 FEET EAST OF THE EAST RAIL, 1 FOOT WEST OF THE EAST END OF
 EQ0490'THE ABUTMENT, AND 0.8 FOOT NORTH OF THE SOUTH EDGE OF THE ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0512 ***********************************************************************
 EQ0512  DESIGNATION -  D 357
 EQ0512  PID         -  EQ0512
 EQ0512  STATE/COUNTY-  NM/SOCORRO
 EQ0512  USGS QUAD   -  ARROYO LANDAVASO (1995)
 EQ0512
 EQ0512                         *CURRENT SURVEY CONTROL
 EQ0512  ___________________________________________________________________
 EQ0512* NAD 83(1986)-  34 05 46.     (N)    107 19 26.     (W)     SCALED    
 EQ0512* NAVD 88     -      2050.613  (meters)    6727.72   (feet)  ADJUSTED  
 EQ0512  ___________________________________________________________________
 EQ0512  GEOID HEIGHT-         -21.59  (meters)                     GEOID03
 EQ0512  DYNAMIC HT  -        2047.460 (meters)    6717.38  (feet)  COMP
 EQ0512  MODELED GRAV-     979,025.2   (mgal)                       NAVD 88
 EQ0512
 EQ0512  VERT ORDER  -  FIRST     CLASS I
 EQ0512
 EQ0512.The horizontal coordinates were scaled from a topographic map and have
 EQ0512.an estimated accuracy of +/- 6 seconds.
 EQ0512
 EQ0512.The orthometric height was determined by differential leveling
 EQ0512.and adjusted by the National Geodetic Survey in June 1991..
 EQ0512
 EQ0512.The geoid height was determined by GEOID03.
 EQ0512
 EQ0512.The dynamic height is computed by dividing the NAVD 88
 EQ0512.geopotential number by the normal gravity value computed on the
 EQ0512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0512.degrees latitude (g = 980.6199 gals.).
 EQ0512
 EQ0512.The modeled gravity was interpolated from observed gravity values.
 EQ0512
 EQ0512;                    North         East    Units  Estimated Accuracy
 EQ0512;SPC NM C     -   343,830.      400,910.      MT  (+/- 180 meters Scaled)
 EQ0512
 EQ0512                          SUPERSEDED SURVEY CONTROL
 EQ0512
 EQ0512  NGVD 29 (??/??/92) 2049.697  (m)         6724.71   (f) ADJ UNCH    1 1
 EQ0512
 EQ0512.Superseded values are not recommended for survey control.
 EQ0512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0512.See file dsdata.txt to determine how the superseded data were derived.
 EQ0512
 EQ0512_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBT856752(NAD 83)
 EQ0512_MARKER: DB = BENCH MARK DISK
 EQ0512_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EQ0512_SP_SET: STAINLESS STEEL ROD
 EQ0512_STAMPING: D 357 1978
 EQ0512_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EQ0512
 EQ0512  HISTORY     - Date     Condition        Report By
 EQ0512  HISTORY     - 1978     MONUMENTED       NGS
 EQ0512
 EQ0512                          STATION DESCRIPTION
 EQ0512
 EQ0512'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 EQ0512'5.3 MI WEST FROM MAGDALENA.
 EQ0512'ABOUT 5.3 MILES WEST ALONG U.S. HIGHWAY 60 FROM TTHE POST OFFICE
 EQ0512'IN MAGDALENA, AT HIGHWAY MARKER POST NUMBER 108, AT A LINE CROSSING
 EQ0512'FOR A 10X10 FEET METAL SHED ON THE NORTH SIDE OF THE HIGHWAY, 120.5
 EQ0512'FEET SOUTHEAST OF HIGHWAY MARKER POST 108, 94.5 FEET SOUTH OF THE
 EQ0512'CENTERLINE OF THE HIGHWAY, 41 FEET EAST OF THE EXTENDED CENTERLINE
 EQ0512'OF THE DRIVE LEADING NORTH TO THE 10X10 FEET METAL SHED, 2.5 FEET
 EQ0512'NORTH OF A POWER POLE, AND 0.6 FOOT NORTH OF THE SOUTHERLY RIGHT OF
 EQ0512'WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1215 ***********************************************************************
 CX1215  DESIGNATION -  D 358
 CX1215  PID         -  CX1215
 CX1215  STATE/COUNTY-  NM/LUNA
 CX1215  USGS QUAD   -  SPALDING (1964)
 CX1215
 CX1215                         *CURRENT SURVEY CONTROL
 CX1215  ___________________________________________________________________
 CX1215* NAD 83(1986)-  32 25 24.     (N)    107 53 32.     (W)     SCALED    
 CX1215* NAVD 88     -      1427.632  (meters)    4683.82   (feet)  ADJUSTED  
 CX1215  ___________________________________________________________________
 CX1215  GEOID HEIGHT-         -24.35  (meters)                     GEOID03
 CX1215  DYNAMIC HT  -        1425.448 (meters)    4676.66  (feet)  COMP
 CX1215  MODELED GRAV-     979,059.3   (mgal)                       NAVD 88
 CX1215
 CX1215  VERT ORDER  -  FIRST     CLASS II
 CX1215
 CX1215.The horizontal coordinates were scaled from a topographic map and have
 CX1215.an estimated accuracy of +/- 6 seconds.
 CX1215
 CX1215.The orthometric height was determined by differential leveling
 CX1215.and adjusted by the National Geodetic Survey in June 1991..
 CX1215
 CX1215.The geoid height was determined by GEOID03.
 CX1215
 CX1215.The dynamic height is computed by dividing the NAVD 88
 CX1215.geopotential number by the normal gravity value computed on the
 CX1215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX1215.degrees latitude (g = 980.6199 gals.).
 CX1215
 CX1215.The modeled gravity was interpolated from observed gravity values.
 CX1215
 CX1215;                    North         East    Units  Estimated Accuracy
 CX1215;SPC NM W     -   157,810.      824,460.      MT  (+/- 180 meters Scaled)
 CX1215
 CX1215                          SUPERSEDED SURVEY CONTROL
 CX1215
 CX1215.No superseded survey control is available for this station.
 CX1215
 CX1215_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBR280910(NAD 83)
 CX1215_MARKER: DB = BENCH MARK DISK
 CX1215_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CX1215+WITH SETTING: INFORMATION.
 CX1215_SP_SET: SHALLOW SET METAL ROD
 CX1215_STAMPING: D 358 1979
 CX1215_PROJECTION: FLUSH
 CX1215_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX1215_ROD/PIPE-DEPTH: 3.9  meters
 CX1215
 CX1215  HISTORY     - Date     Condition        Report By
 CX1215  HISTORY     - 1979     MONUMENTED       NGS
 CX1215
 CX1215                          STATION DESCRIPTION
 CX1215
 CX1215'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CX1215'20.4 KM NW FROM DEMING.
 CX1215'0.2 KILOMETER (0.1 MILE) EAST ALONG SPRUCE STREET FROM THE POST OFFICE
 CX1215'IN DEMING, THENCE 20.2 KILOMETERS (12.4 MILES) NORTHWEST ALONG U.S.
 CX1215'HIGHWAY 180, 0.2 KILOMETER (0.1 MILE) SOUTHEAST OF A SIDE ROAD
 CX1215'LEADING NORTH TO A RADIO TOWER, 28.4 METERS (93.3 FEET) NORTH AND
 CX1215'ACROSS THE HIGHWAY FROM MILE POST 152 AND 19.4 METERS (63.7
 CX1215'FEET) NORTH-NORTHEAST OF THE CENTERLINE OF THE HIGHWAY AND 0.6 METERS
 CX1215'(2.2 FEET) SOUTH OF A FENCE.  NOTE= REFUSAL WAS REACHED AT 3.9 METERS
 CX1215'(13.0 FEET).  ACCESS TO DISK IS THROUGH A 4-INCH SCREW PLUG.
 CX1215'THE MARK IS 0.5 METERS  E FROM A WITNESS POST.
 CX1215'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0797 ***********************************************************************
 CY0797  DESIGNATION -  D 359
 CY0797  PID         -  CY0797
 CY0797  STATE/COUNTY-  NM/GRANT
 CY0797  USGS QUAD   -  FORT BAYARD (1992)
 CY0797
 CY0797                         *CURRENT SURVEY CONTROL
 CY0797  ___________________________________________________________________
 CY0797* NAD 83(1986)-  32 45 38.     (N)    108 08 41.     (W)     SCALED    
 CY0797* NAVD 88     -      1792.323  (meters)    5880.31   (feet)  ADJUSTED  
 CY0797  ___________________________________________________________________
 CY0797  GEOID HEIGHT-         -23.55  (meters)                     GEOID03
 CY0797  DYNAMIC HT  -        1789.517 (meters)    5871.11  (feet)  COMP
 CY0797  MODELED GRAV-     979,008.8   (mgal)                       NAVD 88
 CY0797
 CY0797  VERT ORDER  -  FIRST     CLASS II
 CY0797
 CY0797.The horizontal coordinates were scaled from a topographic map and have
 CY0797.an estimated accuracy of +/- 6 seconds.
 CY0797
 CY0797.The orthometric height was determined by differential leveling
 CY0797.and adjusted by the National Geodetic Survey in June 1991..
 CY0797
 CY0797.The geoid height was determined by GEOID03.
 CY0797
 CY0797.The dynamic height is computed by dividing the NAVD 88
 CY0797.geopotential number by the normal gravity value computed on the
 CY0797.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0797.degrees latitude (g = 980.6199 gals.).
 CY0797
 CY0797.The modeled gravity was interpolated from observed gravity values.
 CY0797
 CY0797;                    North         East    Units  Estimated Accuracy
 CY0797;SPC NM W     -   195,250.      800,820.      MT  (+/- 180 meters Scaled)
 CY0797
 CY0797                          SUPERSEDED SURVEY CONTROL
 CY0797
 CY0797.No superseded survey control is available for this station.
 CY0797
 CY0797_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYB674283(NAD 83)
 CY0797_MARKER: DB = BENCH MARK DISK
 CY0797_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CY0797+WITH SETTING: INFORMATION.
 CY0797_SP_SET: SHALLOW SET METAL ROD
 CY0797_STAMPING: D 359 1980
 CY0797_PROJECTION: FLUSH
 CY0797_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CY0797_ROD/PIPE-DEPTH: 2.1  meters
 CY0797
 CY0797  HISTORY     - Date     Condition        Report By
 CY0797  HISTORY     - 1980     MONUMENTED       NGS
 CY0797
 CY0797                          STATION DESCRIPTION
 CY0797
 CY0797'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CY0797'14.1 KM SE FROM SILVER CITY.
 CY0797'1.0 KILOMETER (0.7 MILE) NORTH ALONG HUDSON STREET (STATE HIGHWAY 90)
 CY0797'FROM THE POST OFFICE IN SILVER CITY, THENCE 13.1 KILOMETERS (8.2
 CY0797'MILES) SOUTHEAST ALONG U.S. HIGHWAY 180, 29.9 METERS (98.0 FEET) NORTH
 CY0797'OF A FENCE, 23.2 METERS (76.0 FEET) EAST OF THE CENTERLINE OF THE
 CY0797'NORTH-BOUND LANES OF THE HIGHWAY, 10.1 METERS (33.0 FEET) EAST OF A
 CY0797'TELEPHONE POLE AND 0.5 METER (1.8 FEET) WEST OF A FENCE.  NOTE= REFUSA
 CY0797'WAS REACHED AT 2.1 METERS (7.0 FEET).  ACCESS TO DISK IS THROUGH A
 CY0797'4-INCH SCREW PLUG.
 CY0797'THE MARK IS 0.6 METERS  S FROM A WITNESS POST.
 CY0797'THE MARK IS 0.9 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0141 ***********************************************************************
 DT0141  DESIGNATION -  D 36
 DT0141  PID         -  DT0141
 DT0141  STATE/COUNTY-  NM/GRANT
 DT0141  USGS QUAD   -  MULE CREEK (1965)
 DT0141
 DT0141                         *CURRENT SURVEY CONTROL
 DT0141  ___________________________________________________________________
 DT0141* NAD 83(1986)-  33 07 16.     (N)    108 59 36.     (W)     SCALED    
 DT0141* NAVD 88     -      1626.044  (meters)    5334.78   (feet)  ADJUSTED  
 DT0141  ___________________________________________________________________
 DT0141  GEOID HEIGHT-         -24.63  (meters)                     GEOID03
 DT0141  DYNAMIC HT  -        1623.573 (meters)    5326.67  (feet)  COMP
 DT0141  MODELED GRAV-     979,060.7   (mgal)                       NAVD 88
 DT0141
 DT0141  VERT ORDER  -  SECOND    CLASS 0
 DT0141
 DT0141.The horizontal coordinates were scaled from a topographic map and have
 DT0141.an estimated accuracy of +/- 6 seconds.
 DT0141
 DT0141.The orthometric height was determined by differential leveling
 DT0141.and adjusted by the National Geodetic Survey in June 1991..
 DT0141
 DT0141.The geoid height was determined by GEOID03.
 DT0141
 DT0141.The dynamic height is computed by dividing the NAVD 88
 DT0141.geopotential number by the normal gravity value computed on the
 DT0141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0141.degrees latitude (g = 980.6199 gals.).
 DT0141
 DT0141.The modeled gravity was interpolated from observed gravity values.
 DT0141
 DT0141;                    North         East    Units  Estimated Accuracy
 DT0141;SPC NM W     -   235,790.      721,750.      MT  (+/- 180 meters Scaled)
 DT0141
 DT0141                          SUPERSEDED SURVEY CONTROL
 DT0141
 DT0141  NGVD 29 (??/??/92) 1625.180  (m)         5331.94   (f) ADJ UNCH    2 0
 DT0141
 DT0141.Superseded values are not recommended for survey control.
 DT0141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0141.See file dsdata.txt to determine how the superseded data were derived.
 DT0141
 DT0141_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB872665(NAD 83)
 DT0141_MARKER: DB = BENCH MARK DISK
 DT0141_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DT0141_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DT0141_STAMPING: D 36 1934
 DT0141_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DT0141+STABILITY: SURFACE MOTION
 DT0141
 DT0141  HISTORY     - Date     Condition        Report By
 DT0141  HISTORY     - 1934     MONUMENTED       CGS
 DT0141  HISTORY     - 1965     MARK NOT FOUND   USGS
 DT0141
 DT0141                          STATION DESCRIPTION
 DT0141
 DT0141'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DT0141'2.2 MI NW FROM MULE CREEK.
 DT0141'ON STATE HWY.  NO. 78, ABOUT 1000 FT. WEST OF RANCH HOUSE AND
 DT0141'BUILDINGS, AND ABOUT 650 FT. WEST OF CATTLE GUARD, 75 FT. NORTH OF
 DT0141'LARGE GRAVELY WASH, AND ABOUT 16 FT. WEST OF SMALL WASH AND GALVANIZED
 DT0141'CULVERT, 27 FT. NORTH OF CENTER LINE OF HWY.
 DT0141
 DT0141                          STATION RECOVERY (1965)
 DT0141
 DT0141'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 DT0141'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0770 ***********************************************************************
 CY0770  DESIGNATION -  D 360
 CY0770  PID         -  CY0770
 CY0770  STATE/COUNTY-  NM/GRANT
 CY0770  USGS QUAD   -  CIRCLE MESA (1992)
 CY0770
 CY0770                         *CURRENT SURVEY CONTROL
 CY0770  ___________________________________________________________________
 CY0770* NAD 83(1986)-  32 46 51.     (N)    108 27 41.     (W)     SCALED    
 CY0770* NAVD 88     -      1559.124  (meters)    5115.23   (feet)  ADJUSTED  
 CY0770  ___________________________________________________________________
 CY0770  GEOID HEIGHT-         -24.35  (meters)                     GEOID03
 CY0770  DYNAMIC HT  -        1556.713 (meters)    5107.32  (feet)  COMP
 CY0770  MODELED GRAV-     979,037.0   (mgal)                       NAVD 88
 CY0770
 CY0770  VERT ORDER  -  FIRST     CLASS II
 CY0770
 CY0770.The horizontal coordinates were scaled from a topographic map and have
 CY0770.an estimated accuracy of +/- 6 seconds.
 CY0770
 CY0770.The orthometric height was determined by differential leveling
 CY0770.and adjusted by the National Geodetic Survey in June 1991..
 CY0770
 CY0770.The geoid height was determined by GEOID03.
 CY0770
 CY0770.The dynamic height is computed by dividing the NAVD 88
 CY0770.geopotential number by the normal gravity value computed on the
 CY0770.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0770.degrees latitude (g = 980.6199 gals.).
 CY0770
 CY0770.The modeled gravity was interpolated from observed gravity values.
 CY0770
 CY0770;                    North         East    Units  Estimated Accuracy
 CY0770;SPC NM W     -   197,630.      771,170.      MT  (+/- 180 meters Scaled)
 CY0770
 CY0770                          SUPERSEDED SURVEY CONTROL
 CY0770
 CY0770.No superseded survey control is available for this station.
 CY0770
 CY0770_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYB377298(NAD 83)
 CY0770_MARKER: DB = BENCH MARK DISK
 CY0770_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CY0770+WITH SETTING: INFORMATION.
 CY0770_SP_SET: SHALLOW SET METAL ROD
 CY0770_STAMPING: D 360 1980
 CY0770_PROJECTION: FLUSH
 CY0770_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CY0770_ROD/PIPE-DEPTH: 2.1  meters
 CY0770
 CY0770  HISTORY     - Date     Condition        Report By
 CY0770  HISTORY     - 1980     MONUMENTED       NGS
 CY0770
 CY0770                          STATION DESCRIPTION
 CY0770
 CY0770'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CY0770'21.1 KM WNW FROM SILVER CITY.
 CY0770'1.0 KILOMETER (0.7 MILE) NORTH ALONG HUDSON STREET (STATE HIGHWAY 90)
 CY0770'FROM THE POST OFFICE IN SILVER CITY, THENCE 20.0 KILOMETERS (12.6
 CY0770'MILES) WEST-NORTHWEST ALONG U.S. HIGHWAY 180, 1.1 KILOMETERS (0.8
 CY0770'MILE) EAST OF A SIDE ROAD LEADING SOUTHEAST, 32.2 METERS (76.0 FEET)
 CY0770'NORTH OF THE CENTERLINE OF THE HIGHWAY, 5.5 METERS (18.0 FEET) EAST
 CY0770'OF THE CENTER OF A TRACK ROAD LEADING NORTH THROUGH A GATE, 3.6 METERS
 CY0770'(11.8 FEET) EAST OF THE EAST END OF A GATE POST, 0.6 METERS (1.9 FEET)
 CY0770'SOUTH OF A FENCE.  NOTE=REFUSAL WAS REACHED AT 2.1 METERS (7.0 FEET).
 CY0770'ACCESS TO DISK IS THROUGH A 4-INCH SCREW PLUG.
 CY0770'THE MARK IS 0.6 METERS  SE FROM A WITNESS POST.
 CY0770'THE MARK IS 0.9 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0560 ***********************************************************************
 DT0560  DESIGNATION -  D 361
 DT0560  PID         -  DT0560
 DT0560  STATE/COUNTY-  NM/GRANT
 DT0560  USGS QUAD   -  BUCKHORN (1965)
 DT0560
 DT0560                         *CURRENT SURVEY CONTROL
 DT0560  ___________________________________________________________________
 DT0560* NAD 83(1986)-  33 03 41.     (N)    108 44 53.     (W)     SCALED    
 DT0560* NAVD 88     -      1503.284  (meters)    4932.02   (feet)  ADJUSTED  
 DT0560  ___________________________________________________________________
 DT0560  GEOID HEIGHT-         -24.48  (meters)                     GEOID03
 DT0560  DYNAMIC HT  -        1501.006 (meters)    4924.55  (feet)  COMP
 DT0560  MODELED GRAV-     979,070.0   (mgal)                       NAVD 88
 DT0560
 DT0560  VERT ORDER  -  FIRST     CLASS II
 DT0560
 DT0560.The horizontal coordinates were scaled from a topographic map and have
 DT0560.an estimated accuracy of +/- 6 seconds.
 DT0560
 DT0560.The orthometric height was determined by differential leveling
 DT0560.and adjusted by the National Geodetic Survey in June 1991..
 DT0560
 DT0560.The geoid height was determined by GEOID03.
 DT0560
 DT0560.The dynamic height is computed by dividing the NAVD 88
 DT0560.geopotential number by the normal gravity value computed on the
 DT0560.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0560.degrees latitude (g = 980.6199 gals.).
 DT0560
 DT0560.The modeled gravity was interpolated from observed gravity values.
 DT0560
 DT0560;                    North         East    Units  Estimated Accuracy
 DT0560;SPC NM W     -   228,940.      744,580.      MT  (+/- 180 meters Scaled)
 DT0560
 DT0560                          SUPERSEDED SURVEY CONTROL
 DT0560
 DT0560.No superseded survey control is available for this station.
 DT0560
 DT0560_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYB102603(NAD 83)
 DT0560_MARKER: DB = BENCH MARK DISK
 DT0560_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DT0560+WITH SETTING: INFORMATION.
 DT0560_SP_SET: SHALLOW SET METAL ROD
 DT0560_STAMPING: D 361 1980
 DT0560_PROJECTION: FLUSH
 DT0560_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DT0560_ROD/PIPE-DEPTH: 3.0  meters
 DT0560
 DT0560  HISTORY     - Date     Condition        Report By
 DT0560  HISTORY     - 1980     MONUMENTED       NGS
 DT0560
 DT0560                          STATION DESCRIPTION
 DT0560
 DT0560'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 DT0560'17.4 KM WNW FROM CLIFF.
 DT0560'17.4 KILOMETERS (10.8 MILES) WEST-NORTHWEST ALONG U.S. HIGHWAY 180
 DT0560'FROM THE POST OFFICE IN CLIFF, 0.9 KILOMETER (0.6 MILE) WEST-NORTHWEST
 DT0560'OF MILEMARKER 74, 21.2 METERS (69.6 FEET) WEST OF THE CENTER OF THE
 DT0560'SOUTH-SOUTHWEST END OF A 36-INCH GALVANIZED DRAINAGE PIPE LEADING
 DT0560'SOUTH-SOUTHWEST UNDER THE HIGHWAY, 22.0 METERS (72.3 FEET) SOUTH-
 DT0560'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 33.4 METERS (109.5 FEET)
 DT0560'WEST-NORTHWEST OF A TELEPHONE POLE AND 0.7 METERS (2.4 FEET) NORTH-
 DT0560'NORTHEAST OF A FENCE.  NOTE=REFUSAL WAS REACHED AT 3.0 METERS (10.0
 DT0560'FEET).  ACCESS TO DISK IS THROUGH A 4-INCH SCREW PLUG.
 DT0560'THE MARK IS 0.6 METERS  WNW FROM A WITNESS POST.
 DT0560'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1240 ***********************************************************************
 CX1240  DESIGNATION -  D 362
 CX1240  PID         -  CX1240
 CX1240  STATE/COUNTY-  NM/LUNA
 CX1240  USGS QUAD   -  DEMING EAST (1965)
 CX1240
 CX1240                         *CURRENT SURVEY CONTROL
 CX1240  ___________________________________________________________________
 CX1240* NAD 83(1986)-  32 21 00.     (N)    107 38 01.     (W)     SCALED    
 CX1240* NAVD 88     -      1343.857  (meters)    4408.97   (feet)  ADJUSTED  
 CX1240  ___________________________________________________________________
 CX1240  GEOID HEIGHT-         -24.24  (meters)                     GEOID03
 CX1240  DYNAMIC HT  -        1341.858 (meters)    4402.41  (feet)  COMP
 CX1240  MODELED GRAV-     979,104.0   (mgal)                       NAVD 88
 CX1240
 CX1240  VERT ORDER  -  FIRST     CLASS II
 CX1240
 CX1240.The horizontal coordinates were scaled from a topographic map and have
 CX1240.an estimated accuracy of +/- 6 seconds.
 CX1240
 CX1240.The orthometric height was determined by differential leveling
 CX1240.and adjusted by the National Geodetic Survey in June 1991..
 CX1240
 CX1240.The geoid height was determined by GEOID03.
 CX1240
 CX1240.The dynamic height is computed by dividing the NAVD 88
 CX1240.geopotential number by the normal gravity value computed on the
 CX1240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX1240.degrees latitude (g = 980.6199 gals.).
 CX1240
 CX1240.The modeled gravity was interpolated from observed gravity values.
 CX1240
 CX1240;                    North         East    Units  Estimated Accuracy
 CX1240;SPC NM W     -   149,700.      848,800.      MT  (+/- 180 meters Scaled)
 CX1240
 CX1240                          SUPERSEDED SURVEY CONTROL
 CX1240
 CX1240.No superseded survey control is available for this station.
 CX1240
 CX1240_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBR521822(NAD 83)
 CX1240_MARKER: DB = BENCH MARK DISK
 CX1240_SETTING: 66 = SET IN ROCK OUTCROP
 CX1240_SP_SET: ROCK OUTCROP
 CX1240_STAMPING: D 362 1980
 CX1240_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CX1240+STABILITY: POSITION/ELEVATION WELL
 CX1240
 CX1240  HISTORY     - Date     Condition        Report By
 CX1240  HISTORY     - 1980     MONUMENTED       NGS
 CX1240
 CX1240                          STATION DESCRIPTION
 CX1240
 CX1240'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CX1240'17.3 KM NE FROM DEMING.
 CX1240'0.2 KILOMETER (0.1 MILE) EAST ALONG SPRUCE STREET FROM THE POST OFFICE
 CX1240'IN DEMING, THENCE 2.4 KILOMETERS (1.5 MILES) NORTH ALONG U.S. HIGHWAY
 CX1240'180, THENCE 14.7 KILOMETERS (9.1 MILES) NORTHEAST ALONG STATE HIGHWAY
 CX1240'82.3 METERS (270.0 FEET) WEST-SOUTHWEST AND ACROSS THE HIGHWAY FROM
 CX1240'HIGHWAY MILEMARKER 9, 15.7 METERS (51.6 FEET) SOUTHEAST OF A BARBED
 CX1240'WIRE FENCE AND 14.6 METERS (47.8 FEET) NORTHWEST OF THE CENTERLINE
 CX1240'OF THE HIGHWAY.
 CX1240'THE MARK IS 0.8 METERS  NW FROM A WITNESS POST.
 CX1240'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0555 ***********************************************************************
 DT0555  DESIGNATION -  D 363
 DT0555  PID         -  DT0555
 DT0555  STATE/COUNTY-  NM/GRANT
 DT0555  USGS QUAD   -  BEAR MOUNTAIN (1965)
 DT0555
 DT0555                         *CURRENT SURVEY CONTROL
 DT0555  ___________________________________________________________________
 DT0555* NAD 83(1986)-  33 07 29.     (N)    108 47 44.     (W)     SCALED    
 DT0555* NAVD 88     -      1578.478  (meters)    5178.72   (feet)  ADJUSTED  
 DT0555  ___________________________________________________________________
 DT0555  GEOID HEIGHT-         -24.40  (meters)                     GEOID03
 DT0555  DYNAMIC HT  -        1576.062 (meters)    5170.80  (feet)  COMP
 DT0555  MODELED GRAV-     979,052.2   (mgal)                       NAVD 88
 DT0555
 DT0555  VERT ORDER  -  FIRST     CLASS II
 DT0555
 DT0555.The horizontal coordinates were scaled from a topographic map and have
 DT0555.an estimated accuracy of +/- 6 seconds.
 DT0555
 DT0555.The orthometric height was determined by differential leveling
 DT0555.and adjusted by the National Geodetic Survey in June 1991..
 DT0555
 DT0555.The geoid height was determined by GEOID03.
 DT0555
 DT0555.The dynamic height is computed by dividing the NAVD 88
 DT0555.geopotential number by the normal gravity value computed on the
 DT0555.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0555.degrees latitude (g = 980.6199 gals.).
 DT0555
 DT0555.The modeled gravity was interpolated from observed gravity values.
 DT0555
 DT0555;                    North         East    Units  Estimated Accuracy
 DT0555;SPC NM W     -   236,000.      740,210.      MT  (+/- 180 meters Scaled)
 DT0555
 DT0555                          SUPERSEDED SURVEY CONTROL
 DT0555
 DT0555.No superseded survey control is available for this station.
 DT0555
 DT0555_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYB056672(NAD 83)
 DT0555_MARKER: DB = BENCH MARK DISK
 DT0555_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DT0555_SP_SET: HEADWALL
 DT0555_STAMPING: D 363 1980
 DT0555_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DT0555_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DT0555+SATELLITE: SATELLITE OBSERVATIONS - November 27, 2004
 DT0555
 DT0555  HISTORY     - Date     Condition        Report By
 DT0555  HISTORY     - 1980     MONUMENTED       NGS
 DT0555  HISTORY     - 20041127 GOOD             GEOCAC
 DT0555
 DT0555                          STATION DESCRIPTION
 DT0555
 DT0555'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 DT0555'25.9 KM WNW FROM CLIFF.
 DT0555'25.9 KILOMETERS (16.1 MILES) WEST-NORTHWEST ALONG U.S. HIGHWAY 180
 DT0555'FROM THE POST OFFICE IN CLIFF, 0.2 KILOMETER (0.1 MILE) SOUTHEAST OF
 DT0555'HIGHWAY MILEMARKER 68, IN THE TOP OF THE SOUTHEAST HEADWALL OF
 DT0555'AN ABANDONED AND INACCESSIBLE BRIDGE ON AN OLD SECTION OF ROAD, 17.8
 DT0555'METERS (58.4 FEET) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY AND 5.2
 DT0555'METERS (17.1 FEET) NORTH OF THE SOUTH END OF THE HEADWALL.
 DT0555'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 DT0555'THE MARK IS 1.0 M BELOW THE HIGHWAY.
 DT0555
 DT0555                          STATION RECOVERY (2004)
 DT0555
 DT0555'RECOVERY NOTE BY GEOCACHING 2004 (CB)
 DT0555'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0535 ***********************************************************************
 DT0535  DESIGNATION -  D 364
 DT0535  PID         -  DT0535
 DT0535  STATE/COUNTY-  NM/CATRON
 DT0535  USGS QUAD   -  GLENWOOD (1965)
 DT0535
 DT0535                         *CURRENT SURVEY CONTROL
 DT0535  ___________________________________________________________________
 DT0535* NAD 83(1986)-  33 21 27.     (N)    108 54 08.     (W)     SCALED    
 DT0535* NAVD 88     -      1516.924  (meters)    4976.77   (feet)  ADJUSTED  
 DT0535  ___________________________________________________________________
 DT0535  GEOID HEIGHT-         -24.00  (meters)                     GEOID03
 DT0535  DYNAMIC HT  -        1514.617 (meters)    4969.21  (feet)  COMP
 DT0535  MODELED GRAV-     979,063.9   (mgal)                       NAVD 88
 DT0535
 DT0535  VERT ORDER  -  FIRST     CLASS II
 DT0535
 DT0535.The horizontal coordinates were scaled from a topographic map and have
 DT0535.an estimated accuracy of +/- 6 seconds.
 DT0535
 DT0535.The orthometric height was determined by differential leveling
 DT0535.and adjusted by the National Geodetic Survey in June 1991..
 DT0535
 DT0535.The geoid height was determined by GEOID03.
 DT0535
 DT0535.The dynamic height is computed by dividing the NAVD 88
 DT0535.geopotential number by the normal gravity value computed on the
 DT0535.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0535.degrees latitude (g = 980.6199 gals.).
 DT0535
 DT0535.The modeled gravity was interpolated from observed gravity values.
 DT0535
 DT0535;                    North         East    Units  Estimated Accuracy
 DT0535;SPC NM W     -   261,910.      730,520.      MT  (+/- 180 meters Scaled)
 DT0535
 DT0535                          SUPERSEDED SURVEY CONTROL
 DT0535
 DT0535.No superseded survey control is available for this station.
 DT0535
 DT0535_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB951928(NAD 83)
 DT0535_MARKER: DB = BENCH MARK DISK
 DT0535_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DT0535+WITH SETTING: INFORMATION.
 DT0535_SP_SET: SHALLOW SET METAL ROD
 DT0535_STAMPING: D 364 1980
 DT0535_PROJECTION: FLUSH
 DT0535_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DT0535_ROD/PIPE-DEPTH: 1.5  meters
 DT0535
 DT0535  HISTORY     - Date     Condition        Report By
 DT0535  HISTORY     - 1980     MONUMENTED       NGS
 DT0535
 DT0535                          STATION DESCRIPTION
 DT0535
 DT0535'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 DT0535'5.2 KM NW FROM GLENWOOD.
 DT0535'5.2 KILOMETERS (3.25 MILES) NORTHWEST ALONG U. S. HIGHWAY 180 FROM
 DT0535'THE POST OFFICE IN GLENWOOD, 0.3 KILOMETERS (0.2 MILE) NORTH OF
 DT0535'MILE POST 48, 0.6 KILOMETER (0.4 MILE) SOUTH OF THE JUNCTION OF
 DT0535'STATE HIGHWAY 78, 19.0 METERS (62.4 FEET) SOUTHWEST OF THE CENTER
 DT0535'OF THE HIGHWAY, 10.7 METERS (35.0 FEET) SOUTHEAST OF AN 8-INCH
 DT0535'CEDAR TREE AND 0.4 METER (1.3 FEET) NORTHEAST OF A WIRE FENCE.
 DT0535'NOTE=REFUSAL WAS REACHED AT 1.5 METERS.  ACCESS TO THE DISK IS
 DT0535'THROUGH A 4-INCH SCREW PLUG.
 DT0535'THE MARK IS 0.9 METERS  SE FROM A WITNESS POST.
 DT0535'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1226 ***********************************************************************
 CX1226  DESIGNATION -  D 365
 CX1226  PID         -  CX1226
 CX1226  STATE/COUNTY-  NM/LUNA
 CX1226  USGS QUAD   -  DEMING WEST (1972)
 CX1226
 CX1226                         *CURRENT SURVEY CONTROL
 CX1226  ___________________________________________________________________
 CX1226* NAD 83(1986)-  32 19 05.     (N)    107 47 27.     (W)     SCALED    
 CX1226* NAVD 88     -      1341.622  (meters)    4401.64   (feet)  ADJUSTED  
 CX1226  ___________________________________________________________________
 CX1226  GEOID HEIGHT-         -24.50  (meters)                     GEOID03
 CX1226  DYNAMIC HT  -        1339.587 (meters)    4394.96  (feet)  COMP
 CX1226  MODELED GRAV-     979,076.2   (mgal)                       NAVD 88
 CX1226
 CX1226  VERT ORDER  -  FIRST     CLASS II
 CX1226
 CX1226.The horizontal coordinates were scaled from a topographic map and have
 CX1226.an estimated accuracy of +/- 6 seconds.
 CX1226
 CX1226.The orthometric height was determined by differential leveling
 CX1226.and adjusted by the National Geodetic Survey in June 1991..
 CX1226
 CX1226.The geoid height was determined by GEOID03.
 CX1226
 CX1226.The dynamic height is computed by dividing the NAVD 88
 CX1226.geopotential number by the normal gravity value computed on the
 CX1226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX1226.degrees latitude (g = 980.6199 gals.).
 CX1226
 CX1226.The modeled gravity was interpolated from observed gravity values.
 CX1226
 CX1226;                    North         East    Units  Estimated Accuracy
 CX1226;SPC NM W     -   146,140.      834,000.      MT  (+/- 180 meters Scaled)
 CX1226
 CX1226                          SUPERSEDED SURVEY CONTROL
 CX1226
 CX1226.No superseded survey control is available for this station.
 CX1226
 CX1226_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBR372791(NAD 83)
 CX1226_MARKER: DB = BENCH MARK DISK
 CX1226_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CX1226+WITH SETTING: INFORMATION.
 CX1226_SP_SET: SHALLOW SET METAL ROD
 CX1226_STAMPING: D 365 1979
 CX1226_PROJECTION: FLUSH
 CX1226_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX1226_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CX1226+SATELLITE: SATELLITE OBSERVATIONS - December 13, 2001
 CX1226_ROD/PIPE-DEPTH: 2.1  meters
 CX1226
 CX1226  HISTORY     - Date     Condition        Report By
 CX1226  HISTORY     - 1979     MONUMENTED       NGS
 CX1226  HISTORY     - 20011213 GOOD             JCLS
 CX1226
 CX1226                          STATION DESCRIPTION
 CX1226
 CX1226'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CX1226'7.1 KM NW FROM DEMING.
 CX1226'0.2 KILOMETER (0.1 MILE) EAST ALONG SPRUCE STREET FROM THE POST OFFICE
 CX1226'IN DEMING, THENCE 6.9 KILOMETERS (4.3 MILES) NORTHWEST ALONG U.S.
 CX1226'HIGHWAY 180, 0.1 KILOMETER (0.06 MILE) NORTHWEST OF A DIRT ROAD
 CX1226'LEADING NORTHEAST, 13.4 METERS (44.0 FEET) NORTHEAST OF THE
 CX1226'CENTERLINE OF THE HIGHWAY, 50.0 METERS (164.0 FEET) SOUTHEAST OF
 CX1226'MILEMARKER 161 AND 0.9 METER (3.0 FEET) SOUTH OF A FENCE.  NOTE=
 CX1226'REFUSAL WAS REACHED AT 2.1 METERS (7.0 FEET).  ACCESS TO DISK IS
 CX1226'THROUGH A 4-INCH SCREW PLUG.
 CX1226'THE MARK IS 0.5 METERS  ENE FROM A WITNESS POST.
 CX1226'THE MARK IS 0.5 M BELOW THE HIGHWAY.
 CX1226
 CX1226                          STATION RECOVERY (2001)
 CX1226
 CX1226'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2001
 CX1226'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1269 ***********************************************************************
 CX1269  DESIGNATION -  D 366
 CX1269  PID         -  CX1269
 CX1269  STATE/COUNTY-  NM/SIERRA
 CX1269  USGS QUAD   -  GARFIELD (1980)
 CX1269
 CX1269                         *CURRENT SURVEY CONTROL
 CX1269  ___________________________________________________________________
 CX1269* NAD 83(1986)-  32 52 27.     (N)    107 17 47.     (W)     SCALED    
 CX1269* NAVD 88     -      1283.023  (meters)    4209.38   (feet)  ADJUSTED  
 CX1269  ___________________________________________________________________
 CX1269  GEOID HEIGHT-         -23.60  (meters)                     GEOID03
 CX1269  DYNAMIC HT  -        1281.134 (meters)    4203.19  (feet)  COMP
 CX1269  MODELED GRAV-     979,121.3   (mgal)                       NAVD 88
 CX1269
 CX1269  VERT ORDER  -  FIRST     CLASS II
 CX1269
 CX1269.The horizontal coordinates were scaled from a topographic map and have
 CX1269.an estimated accuracy of +/- 6 seconds.
 CX1269
 CX1269.The orthometric height was determined by differential leveling
 CX1269.and adjusted by the National Geodetic Survey in June 1991..
 CX1269
 CX1269.The geoid height was determined by GEOID03.
 CX1269
 CX1269.The dynamic height is computed by dividing the NAVD 88
 CX1269.geopotential number by the normal gravity value computed on the
 CX1269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX1269.degrees latitude (g = 980.6199 gals.).
 CX1269
 CX1269.The modeled gravity was interpolated from observed gravity values.
 CX1269
 CX1269;                    North         East    Units  Estimated Accuracy
 CX1269;SPC NM W     -   207,930.      880,250.      MT  (+/- 180 meters Scaled)
 CX1269
 CX1269                          SUPERSEDED SURVEY CONTROL
 CX1269
 CX1269.No superseded survey control is available for this station.
 CX1269
 CX1269_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBS851396(NAD 83)
 CX1269_MARKER: DB = BENCH MARK DISK
 CX1269_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CX1269_SP_SET: STAINLESS STEEL ROD
 CX1269_STAMPING: D 366 1980
 CX1269_PROJECTION: FLUSH
 CX1269_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CX1269_ROD/PIPE-DEPTH: 4.6  meters
 CX1269
 CX1269  HISTORY     - Date     Condition        Report By
 CX1269  HISTORY     - 1980     MONUMENTED       NGS
 CX1269
 CX1269                          STATION DESCRIPTION
 CX1269
 CX1269'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CX1269'12.2 KM SE FROM CABALLO.
 CX1269'9.2 KILOMETERS (5.7 MILES) SOUTH ALONG U.S.HIGHWAY 85 FROM THE POST
 CX1269'OFFICE IN CABALLO, THENCE 2.7 KILOMETERS (1.7 MILES) SOUTHEASTERLY
 CX1269'ALONG INTERSTATE HIGHWAY 25, ABOUT HALFWAY BETWEEN THE MEDIAN OF
 CX1269'THE INTERSTATE HIGHWAY AND A MODULAR HOME ON THE SOUTHWEST SIDE OF
 CX1269'THE HIGHWAY, 40.2 METERS (132.0 FEET) SOUTHWEST OF THE CENTERLINE OF
 CX1269'THE SOUTHBOUND LANES OF THE HIGHWAY, 32.0 METERS (105.0 FEET)
 CX1269'WEST-SOUTHWEST OF HIGHWAY MILE MARKER NUMBER 58 AND 0.3 METER
 CX1269'(1.0 FOOT) NORTHEAST OF A BARBED WIRE FENCE.  NOTE=ACCESS TO DISK
 CX1269'IS THROUGH A 4-INCH SCREW PLUG.  REFUSAL WAS MET AT 4.6 METERS.
 CX1269'THE MARK IS 0.5 METERS  NW FROM A WITNESS POST.
 CX1269'THE MARK IS 3.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS1046 ***********************************************************************
 DS1046  DESIGNATION -  D 367
 DS1046  PID         -  DS1046
 DS1046  STATE/COUNTY-  NM/SOCORRO
 DS1046  USGS QUAD   -  FORT CRAIG (1980)
 DS1046
 DS1046                         *CURRENT SURVEY CONTROL
 DS1046  ___________________________________________________________________
 DS1046* NAD 83(1986)-  33 39 38.     (N)    107 05 28.     (W)     SCALED    
 DS1046* NAVD 88     -      1442.271  (meters)    4731.85   (feet)  ADJUSTED  
 DS1046  ___________________________________________________________________
 DS1046  GEOID HEIGHT-         -22.80  (meters)                     GEOID03
 DS1046  DYNAMIC HT  -        1440.173 (meters)    4724.97  (feet)  COMP
 DS1046  MODELED GRAV-     979,132.3   (mgal)                       NAVD 88
 DS1046
 DS1046  VERT ORDER  -  FIRST     CLASS II
 DS1046
 DS1046.The horizontal coordinates were scaled from a topographic map and have
 DS1046.an estimated accuracy of +/- 6 seconds.
 DS1046
 DS1046.The orthometric height was determined by differential leveling
 DS1046.and adjusted by the National Geodetic Survey in June 1991..
 DS1046
 DS1046.The geoid height was determined by GEOID03.
 DS1046
 DS1046.The dynamic height is computed by dividing the NAVD 88
 DS1046.geopotential number by the normal gravity value computed on the
 DS1046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS1046.degrees latitude (g = 980.6199 gals.).
 DS1046
 DS1046.The modeled gravity was interpolated from observed gravity values.
 DS1046
 DS1046;                    North         East    Units  Estimated Accuracy
 DS1046;SPC NM C     -   295,320.      421,990.      MT  (+/- 180 meters Scaled)
 DS1046
 DS1046                          SUPERSEDED SURVEY CONTROL
 DS1046
 DS1046.No superseded survey control is available for this station.
 DS1046
 DS1046_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT061264(NAD 83)
 DS1046_MARKER: DB = BENCH MARK DISK
 DS1046_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DS1046_SP_SET: MASSIVE BOX CULVERT
 DS1046_STAMPING: D 367 1980
 DS1046_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DS1046
 DS1046  HISTORY     - Date     Condition        Report By
 DS1046  HISTORY     - 1980     MONUMENTED       NGS
 DS1046
 DS1046                          STATION DESCRIPTION
 DS1046
 DS1046'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 DS1046'37.7 KM SW FROM SAN ANTONIO.
 DS1046'0.2 KILOMETER (0.1 MILE) EAST ALONG U.S. HIGHWAY 380 FROM THE POST
 DS1046'OFFICE IN SAN ANTONIO, THENCE 37.5 KILOMETERS (23.35 MILES) SOUTH
 DS1046'ALONG STATE HIGHWAY 1, IN TOP OF AND 0.3 METER (1.0 FOOT) SOUTHWEST
 DS1046'OF THE NORTHEAST END OF THE WEST HEADWALL OF A MASSIVE BOX CULVERT,
 DS1046'AND 5.3 METERS (17.4 FEET) NORTHWEST OF THE CENTER LINE OF THE
 DS1046'HIGHWAY.
 DS1046'THE MARK IS 0.4 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS1014 ***********************************************************************
 DS1014  DESIGNATION -  D 368
 DS1014  PID         -  DS1014
 DS1014  STATE/COUNTY-  NM/SIERRA
 DS1014  USGS QUAD   -  HUERFANO HILL (1980)
 DS1014
 DS1014                         *CURRENT SURVEY CONTROL
 DS1014  ___________________________________________________________________
 DS1014* NAD 83(1986)-  33 19 42.     (N)    107 17 40.     (W)     SCALED    
 DS1014* NAVD 88     -      1530.269  (meters)    5020.56   (feet)  ADJUSTED  
 DS1014  ___________________________________________________________________
 DS1014  GEOID HEIGHT-         -23.08  (meters)                     GEOID03
 DS1014  DYNAMIC HT  -        1528.019 (meters)    5013.18  (feet)  COMP
 DS1014  MODELED GRAV-     979,113.5   (mgal)                       NAVD 88
 DS1014
 DS1014  VERT ORDER  -  FIRST     CLASS II
 DS1014
 DS1014.The horizontal coordinates were scaled from a topographic map and have
 DS1014.an estimated accuracy of +/- 6 seconds.
 DS1014
 DS1014.The orthometric height was determined by differential leveling
 DS1014.and adjusted by the National Geodetic Survey in June 1991..
 DS1014
 DS1014.The geoid height was determined by GEOID03.
 DS1014
 DS1014.The dynamic height is computed by dividing the NAVD 88
 DS1014.geopotential number by the normal gravity value computed on the
 DS1014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS1014.degrees latitude (g = 980.6199 gals.).
 DS1014
 DS1014.The modeled gravity was interpolated from observed gravity values.
 DS1014
 DS1014;                    North         East    Units  Estimated Accuracy
 DS1014;SPC NM W     -   258,300.      880,170.      MT  (+/- 180 meters Scaled)
 DS1014
 DS1014                          SUPERSEDED SURVEY CONTROL
 DS1014
 DS1014.No superseded survey control is available for this station.
 DS1014
 DS1014_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBS864900(NAD 83)
 DS1014_MARKER: DB = BENCH MARK DISK
 DS1014_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DS1014_SP_SET: ABUTMENT
 DS1014_STAMPING: D 368 1980
 DS1014_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DS1014+STABILITY: POSITION/ELEVATION WELL
 DS1014
 DS1014  HISTORY     - Date     Condition        Report By
 DS1014  HISTORY     - 1980     MONUMENTED       NGS
 DS1014
 DS1014                          STATION DESCRIPTION
 DS1014
 DS1014'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 DS1014'23.3 KM NE FROM TRUTH OR CONSEQUENCES.
 DS1014'18.7 KILOMETERS (11.6 MILES) NORTH ALONG U.S. HIGHWAY 85 FROM THE
 DS1014'COURTHOUSE IN TRUTH OR CONSEQUENCES, THENCE 0.3 KILOMETER (0.2 MILE)
 DS1014'EAST ALONG A PAVED ROAD, THENCE 4.3 KILOMETERS (2.7 MILES) NORTH
 DS1014'ALONG INTERSTATE HIGHWAY 25, AT EXIT 91, IN THE SOUTHWEST ABUTMENT
 DS1014'OF INTERSTATE HIGHWAY 25 OVERPASS, 5.0 METERS (16.4 FEET) SOUTH OF
 DS1014'THE CENTER OF THE HIGHWAY.
 DS1014'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS1002 ***********************************************************************
 DS1002  DESIGNATION -  D 369
 DS1002  PID         -  DS1002
 DS1002  STATE/COUNTY-  NM/SIERRA
 DS1002  USGS QUAD   -  CUCHILLO (1980)
 DS1002
 DS1002                         *CURRENT SURVEY CONTROL
 DS1002  ___________________________________________________________________
 DS1002* NAD 83(1986)-  33 12 16.     (N)    107 15 05.     (W)     SCALED    
 DS1002* NAVD 88     -      1391.143  (meters)    4564.11   (feet)  ADJUSTED  
 DS1002  ___________________________________________________________________
 DS1002  GEOID HEIGHT-         -23.23  (meters)                     GEOID03
 DS1002  DYNAMIC HT  -        1389.114 (meters)    4557.45  (feet)  COMP
 DS1002  MODELED GRAV-     979,130.4   (mgal)                       NAVD 88
 DS1002
 DS1002  VERT ORDER  -  FIRST     CLASS II
 DS1002
 DS1002.The horizontal coordinates were scaled from a topographic map and have
 DS1002.an estimated accuracy of +/- 6 seconds.
 DS1002
 DS1002.The orthometric height was determined by differential leveling
 DS1002.and adjusted by the National Geodetic Survey in June 1991..
 DS1002
 DS1002.The geoid height was determined by GEOID03.
 DS1002
 DS1002.The dynamic height is computed by dividing the NAVD 88
 DS1002.geopotential number by the normal gravity value computed on the
 DS1002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS1002.degrees latitude (g = 980.6199 gals.).
 DS1002
 DS1002.The modeled gravity was interpolated from observed gravity values.
 DS1002
 DS1002;                    North         East    Units  Estimated Accuracy
 DS1002;SPC NM W     -   244,580.      884,260.      MT  (+/- 180 meters Scaled)
 DS1002
 DS1002                          SUPERSEDED SURVEY CONTROL
 DS1002
 DS1002.No superseded survey control is available for this station.
 DS1002
 DS1002_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBS901762(NAD 83)
 DS1002_MARKER: DB = BENCH MARK DISK
 DS1002_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DS1002_SP_SET: HEADWALL
 DS1002_STAMPING: D 369 1980
 DS1002_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DS1002
 DS1002  HISTORY     - Date     Condition        Report By
 DS1002  HISTORY     - 1980     MONUMENTED       NGS
 DS1002
 DS1002                          STATION DESCRIPTION
 DS1002
 DS1002'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 DS1002'8.5 KM NNW FROM TRUTH OR CONSEQUENCES.
 DS1002'8.5 KILOMETERS (5.3 MILES) NORTH AND NORTHWEST ALONG U.S. HIGHWAY
 DS1002'85 (DATE STREET) FROM THE SIERRA COUNTY COURTHOUSE IN TRUTH OR
 DS1002'CONSEQUENCES, 0.7 KILOMETER (0.45 MILE) NORTH OF HIGHWAY MILE POST
 DS1002'83, IN TOP OF THE SOUTH END OF THE SOUTHEAST HEADWALL OF A CONCRETE
 DS1002'BRIDGE ACROSS A WASH AND 4.1 METERS (13.5 FEET) EAST OF THE CENTERLINE
 DS1002'OF THE HIGHWAY.
 DS1002'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0091 ***********************************************************************
 DT0091  DESIGNATION -  D 37
 DT0091  PID         -  DT0091
 DT0091  STATE/COUNTY-  NM/GRANT
 DT0091  USGS QUAD   -  BUCKHORN (1965)
 DT0091
 DT0091                         *CURRENT SURVEY CONTROL
 DT0091  ___________________________________________________________________
 DT0091* NAD 83(1986)-  33 03 01.     (N)    108 43 53.     (W)     SCALED    
 DT0091* NAVD 88     -      1476.017  (meters)    4842.57   (feet)  POSTED    
 DT0091  ___________________________________________________________________
 DT0091  GEOID HEIGHT-         -24.48  (meters)                     GEOID03
 DT0091  DYNAMIC HT  -        1473.790 (meters)    4835.26  (feet)  COMP
 DT0091  MODELED GRAV-     979,075.0   (mgal)                       NAVD 88
 DT0091
 DT0091  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 DT0091
 DT0091.The horizontal coordinates were scaled from a topographic map and have
 DT0091.an estimated accuracy of +/- 6 seconds.
 DT0091
 DT0091.The orthometric height was determined by differential leveling
 DT0091.and adjusted by the National Geodetic Survey in 1992..
 DT0091.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 DT0091.rate of 0.0 thru 1.0 mm/km.
 DT0091
 DT0091.The geoid height was determined by GEOID03.
 DT0091
 DT0091.The dynamic height is computed by dividing the NAVD 88
 DT0091.geopotential number by the normal gravity value computed on the
 DT0091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0091.degrees latitude (g = 980.6199 gals.).
 DT0091
 DT0091.The modeled gravity was interpolated from observed gravity values.
 DT0091
 DT0091;                    North         East    Units  Estimated Accuracy
 DT0091;SPC NM W     -   227,690.      746,130.      MT  (+/- 180 meters Scaled)
 DT0091
 DT0091                          SUPERSEDED SURVEY CONTROL
 DT0091
 DT0091  NGVD 29 (??/??/92) 1475.167  (m)         4839.78   (f) ADJ UNCH    1 2
 DT0091
 DT0091.Superseded values are not recommended for survey control.
 DT0091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0091.See file dsdata.txt to determine how the superseded data were derived.
 DT0091
 DT0091_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYB118591(NAD 83)
 DT0091_MARKER: DB = BENCH MARK DISK
 DT0091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DT0091_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DT0091_STAMPING: D-37 - 1934
 DT0091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DT0091+STABILITY: SURFACE MOTION
 DT0091
 DT0091  HISTORY     - Date     Condition        Report By
 DT0091  HISTORY     - 1934     MONUMENTED       CGS
 DT0091  HISTORY     - 1965     MARK NOT FOUND   USGS
 DT0091  HISTORY     - 1980     MARK NOT FOUND   NGS
 DT0091
 DT0091                          STATION DESCRIPTION
 DT0091
 DT0091'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DT0091'9.6 MI N FROM CLIFF.
 DT0091'9.6 MI NORTH OF POST OFFICE ALONG STATE HWY NO. 11.  ON STATE HWY
 DT0091'NO.11, 2.0 MI NORTH OF THE BUCKHORN POST OFFICE, DIRECTLY ACROSS THE
 DT0091'HWY FROM A WINDMILL AND OLD DESERTED RANCH HOUSE. 60 FEET SOUTHEAST OF
 DT0091'A GATE IN A FENCE, 42 FEET NORTHEAST OF THE CENTERLINE OF THE HWY, AND
 DT0091'2 FEET SOUTHWEST OF THE FENCE LINE.
 DT0091
 DT0091                          STATION RECOVERY (1965)
 DT0091
 DT0091'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 DT0091'MARK NOT FOUND.
 DT0091
 DT0091                          STATION RECOVERY (1980)
 DT0091
 DT0091'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DT0091'NOTE=THE MARK WAS NOT FOUND AFTER A THOROUGH SEARCH OF THE AREA WAS
 DT0091'MADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0548 ***********************************************************************
 EQ0548  DESIGNATION -  D 370
 EQ0548  PID         -  EQ0548
 EQ0548  STATE/COUNTY-  NM/CATRON
 EQ0548  USGS QUAD   -  DATIL (1963)
 EQ0548
 EQ0548                         *CURRENT SURVEY CONTROL
 EQ0548  ___________________________________________________________________
 EQ0548* NAD 83(1986)-  34 07 46.     (N)    107 52 19.     (W)     SCALED    
 EQ0548* NAVD 88     -      2308.265  (meters)    7573.03   (feet)  ADJUSTED  
 EQ0548  ___________________________________________________________________
 EQ0548  GEOID HEIGHT-         -21.35  (meters)                     GEOID03
 EQ0548  DYNAMIC HT  -        2304.649 (meters)    7561.17  (feet)  COMP
 EQ0548  MODELED GRAV-     978,985.8   (mgal)                       NAVD 88
 EQ0548
 EQ0548  VERT ORDER  -  FIRST     CLASS II
 EQ0548
 EQ0548.The horizontal coordinates were scaled from a topographic map and have
 EQ0548.an estimated accuracy of +/- 6 seconds.
 EQ0548
 EQ0548.The orthometric height was determined by differential leveling
 EQ0548.and adjusted by the National Geodetic Survey in June 1991..
 EQ0548
 EQ0548.The geoid height was determined by GEOID03.
 EQ0548
 EQ0548.The dynamic height is computed by dividing the NAVD 88
 EQ0548.geopotential number by the normal gravity value computed on the
 EQ0548.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0548.degrees latitude (g = 980.6199 gals.).
 EQ0548
 EQ0548.The modeled gravity was interpolated from observed gravity values.
 EQ0548
 EQ0548;                    North         East    Units  Estimated Accuracy
 EQ0548;SPC NM W     -   347,020.      826,440.      MT  (+/- 180 meters Scaled)
 EQ0548
 EQ0548                          SUPERSEDED SURVEY CONTROL
 EQ0548
 EQ0548.No superseded survey control is available for this station.
 EQ0548
 EQ0548_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBT351802(NAD 83)
 EQ0548_MARKER: DB = BENCH MARK DISK
 EQ0548_SETTING: 66 = SET IN ROCK OUTCROP
 EQ0548_SP_SET: ROCK OUTCROP
 EQ0548_STAMPING: D 370 1980
 EQ0548_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EQ0548+STABILITY: POSITION/ELEVATION WELL
 EQ0548
 EQ0548  HISTORY     - Date     Condition        Report By
 EQ0548  HISTORY     - 1980     MONUMENTED       NGS
 EQ0548
 EQ0548                          STATION DESCRIPTION
 EQ0548
 EQ0548'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 EQ0548'3.5 KM SW FROM DATIL.
 EQ0548'3.5 KM (2.2 MI) SOUTHWEST ALONG STATE HIGHWAY 12 FROM THE
 EQ0548'POST OFFICE IN DATIL, 0.2 KM (0.1 MI) SOUTHWEST OF A DIRT
 EQ0548'ROAD LEADIND NORTHWEST, IN TOP OF A ROCK OUTCROP AT A CUTBANK, 16.5
 EQ0548'METERS (54.2 FT) NORTH-NORTHWEST OF THE CENTERLINE OF THE
 EQ0548'HIGHWAY AND 0.5 METERS (1.6 FT) SOUTH-SOUTHEAST OF A BARBED WIRE FENCE
 EQ0548'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 EQ0548'THE MARK IS 1.2 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0608 ***********************************************************************
 DT0608  DESIGNATION -  D 372
 DT0608  PID         -  DT0608
 DT0608  STATE/COUNTY-  NM/CATRON
 DT0608  USGS QUAD   -  SQUIRREL SPRINGS CANYON (1965)
 DT0608
 DT0608                         *CURRENT SURVEY CONTROL
 DT0608  ___________________________________________________________________
 DT0608* NAD 83(1986)-  33 52 24.     (N)    108 33 56.     (W)     SCALED    
 DT0608* NAVD 88     -      2018.371  (meters)    6621.94   (feet)  ADJUSTED  
 DT0608  ___________________________________________________________________
 DT0608  GEOID HEIGHT-         -22.12  (meters)                     GEOID03
 DT0608  DYNAMIC HT  -        2015.234 (meters)    6611.65  (feet)  COMP
 DT0608  MODELED GRAV-     979,010.3   (mgal)                       NAVD 88
 DT0608
 DT0608  VERT ORDER  -  FIRST     CLASS II
 DT0608
 DT0608.The horizontal coordinates were scaled from a topographic map and have
 DT0608.an estimated accuracy of +/- 6 seconds.
 DT0608
 DT0608.The orthometric height was determined by differential leveling
 DT0608.and adjusted by the National Geodetic Survey in June 1991..
 DT0608
 DT0608.The geoid height was determined by GEOID03.
 DT0608
 DT0608.The dynamic height is computed by dividing the NAVD 88
 DT0608.geopotential number by the normal gravity value computed on the
 DT0608.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0608.degrees latitude (g = 980.6199 gals.).
 DT0608
 DT0608.The modeled gravity was interpolated from observed gravity values.
 DT0608
 DT0608;                    North         East    Units  Estimated Accuracy
 DT0608;SPC NM W     -   318,850.      762,260.      MT  (+/- 180 meters Scaled)
 DT0608
 DT0608                          SUPERSEDED SURVEY CONTROL
 DT0608
 DT0608.No superseded survey control is available for this station.
 DT0608
 DT0608_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYC251507(NAD 83)
 DT0608_MARKER: DB = BENCH MARK DISK
 DT0608_SETTING: 66 = SET IN ROCK OUTCROP
 DT0608_SP_SET: ROCK OUTCROP
 DT0608_STAMPING: D 372 1980
 DT0608_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DT0608+STABILITY: POSITION/ELEVATION WELL
 DT0608
 DT0608  HISTORY     - Date     Condition        Report By
 DT0608  HISTORY     - 1980     MONUMENTED       NGS
 DT0608
 DT0608                          STATION DESCRIPTION
 DT0608
 DT0608'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 DT0608'2.8 KM SW FROM ARAGON.
 DT0608'2.8 KM (1.75 MI) SOUTHWEST ALONG STATE HIGHWAY 12 FROM
 DT0608'THE POST OFFICE IN ARAGON, 1.0 KM (0.6 MI) NORTHEAST OF
 DT0608'A SIDE ROAD LEADING SOUTH, 1.0 KM  (0.6 MI) SOUTHWEST OF
 DT0608'MILE POLE 25, IN A ROCK OUTCROP, 7.7 METERS (25.2 FT) NORTHWEST
 DT0608'OF THE CENTERLINE OF THE HIGHWAY AND 15.2 METERS (49.9 FT) SOUTHEAST
 DT0608'OF A WIRE FENCE.
 DT0608'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 DT0608'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0586 ***********************************************************************
 DT0586  DESIGNATION -  D 373
 DT0586  PID         -  DT0586
 DT0586  STATE/COUNTY-  NM/CATRON
 DT0586  USGS QUAD   -  BELL PEAK (1981)
 DT0586
 DT0586                         *CURRENT SURVEY CONTROL
 DT0586  ___________________________________________________________________
 DT0586* NAD 83(1986)-  33 54 55.     (N)    108 17 31.     (W)     SCALED    
 DT0586* NAVD 88     -      2141.272  (meters)    7025.16   (feet)  ADJUSTED  
 DT0586  ___________________________________________________________________
 DT0586  GEOID HEIGHT-         -21.86  (meters)                     GEOID03
 DT0586  DYNAMIC HT  -        2137.902 (meters)    7014.10  (feet)  COMP
 DT0586  MODELED GRAV-     978,985.6   (mgal)                       NAVD 88
 DT0586
 DT0586  VERT ORDER  -  FIRST     CLASS II
 DT0586
 DT0586.The horizontal coordinates were scaled from a topographic map and have
 DT0586.an estimated accuracy of +/- 6 seconds.
 DT0586
 DT0586.The orthometric height was determined by differential leveling
 DT0586.and adjusted by the National Geodetic Survey in June 1991..
 DT0586
 DT0586.The geoid height was determined by GEOID03.
 DT0586
 DT0586.The dynamic height is computed by dividing the NAVD 88
 DT0586.geopotential number by the normal gravity value computed on the
 DT0586.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0586.degrees latitude (g = 980.6199 gals.).
 DT0586
 DT0586.The modeled gravity was interpolated from observed gravity values.
 DT0586
 DT0586;                    North         East    Units  Estimated Accuracy
 DT0586;SPC NM W     -   323,360.      787,590.      MT  (+/- 180 meters Scaled)
 DT0586
 DT0586                          SUPERSEDED SURVEY CONTROL
 DT0586
 DT0586.No superseded survey control is available for this station.
 DT0586
 DT0586_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYC503560(NAD 83)
 DT0586_MARKER: DB = BENCH MARK DISK
 DT0586_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DT0586+WITH SETTING: INFORMATION.
 DT0586_SP_SET: SHALLOW SET METAL ROD
 DT0586_STAMPING: D 373 1980
 DT0586_PROJECTION: FLUSH
 DT0586_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DT0586_ROD/PIPE-DEPTH: 1.5  meters
 DT0586
 DT0586  HISTORY     - Date     Condition        Report By
 DT0586  HISTORY     - 1980     MONUMENTED       NGS
 DT0586
 DT0586                          STATION DESCRIPTION
 DT0586
 DT0586'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 DT0586'26.1 KM NE FROM ARAGON.
 DT0586'26.1 KM (16.2 MI) NORTHEAST ALONG STATE HIGHWAY 12 FROM
 DT0586'THE POST OFFICE IN ARAGON, 0.7 KM (0.45 MI) EAST OF MILE POST
 DT0586'42, 3.3 KM (2.05 MI) EAST OF COUNTY ROAD 214 LEADING NORTH,
 DT0586'30.3 METERS (99.3 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY, 32.3
 DT0586'METERS (106.0 FT) EAST OF POWER POLE NUMBER 362, 7.6 METERS (24.9
 DT0586'FT) WEST OF THE CENTER OF A DIRT ROAD LEADING NORTH, 5.5 METERS
 DT0586'(18.0 FT) WEST OF A WEST GATE POST AND 0.3 METER (1.0 FOOT) SOUTH
 DT0586'OF A FENCE.  NOTE=REFUSAL WAS REACHED AT 1.5 METERS (5.0 FT).
 DT0586'ACCESS TO THE DISK IS THROUGH A 4-INCH SCREW PLUG.
 DT0586'THE MARK IS 0.7 METERS  W FROM A WITNESS POST.
 DT0586'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0495 ***********************************************************************
 DT0495  DESIGNATION -  D 374
 DT0495  PID         -  DT0495
 DT0495  STATE/COUNTY-  NM/CATRON
 DT0495  USGS QUAD   -  LUNA (1965)
 DT0495
 DT0495                         *CURRENT SURVEY CONTROL
 DT0495  ___________________________________________________________________
 DT0495* NAD 83(1986)-  33 45 10.     (N)    108 57 15.     (W)     SCALED    
 DT0495* NAVD 88     -      2302.609  (meters)    7554.48   (feet)  ADJUSTED  
 DT0495  ___________________________________________________________________
 DT0495  GEOID HEIGHT-         -22.60  (meters)                     GEOID03
 DT0495  DYNAMIC HT  -        2298.898 (meters)    7542.30  (feet)  COMP
 DT0495  MODELED GRAV-     978,941.6   (mgal)                       NAVD 88
 DT0495
 DT0495  VERT ORDER  -  FIRST     CLASS II
 DT0495
 DT0495.The horizontal coordinates were scaled from a topographic map and have
 DT0495.an estimated accuracy of +/- 6 seconds.
 DT0495
 DT0495.The orthometric height was determined by differential leveling
 DT0495.and adjusted by the National Geodetic Survey in June 1991..
 DT0495
 DT0495.The geoid height was determined by GEOID03.
 DT0495
 DT0495.The dynamic height is computed by dividing the NAVD 88
 DT0495.geopotential number by the normal gravity value computed on the
 DT0495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0495.degrees latitude (g = 980.6199 gals.).
 DT0495
 DT0495.The modeled gravity was interpolated from observed gravity values.
 DT0495
 DT0495;                    North         East    Units  Estimated Accuracy
 DT0495;SPC NM W     -   305,800.      726,160.      MT  (+/- 180 meters Scaled)
 DT0495
 DT0495                          SUPERSEDED SURVEY CONTROL
 DT0495
 DT0495.No superseded survey control is available for this station.
 DT0495
 DT0495_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC894366(NAD 83)
 DT0495_MARKER: DB = BENCH MARK DISK
 DT0495_SETTING: 66 = SET IN ROCK OUTCROP
 DT0495_SP_SET: ROCK OUTCROP
 DT0495_STAMPING: D 374 1980
 DT0495_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DT0495+STABILITY: POSITION/ELEVATION WELL
 DT0495
 DT0495  HISTORY     - Date     Condition        Report By
 DT0495  HISTORY     - 1980     MONUMENTED       NGS
 DT0495  HISTORY     - 20050729 MARK NOT FOUND   USPSQD
 DT0495
 DT0495                          STATION DESCRIPTION
 DT0495
 DT0495'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 DT0495'7.9 KM SE FROM LUNA.
 DT0495'7.9 KM (4.9 MI) SOUTHEAST ALONG U.S. HIGHWAY 180 FROM
 DT0495'THE POST OFFICE IN LUNA, 0.8 KM (0.5 MI) NORTHWEST OF MILE
 DT0495'POST 13, AT THE SOUTHWEST END OF A CUT BANK, AND 7.8 METERS (25.5
 DT0495'FT) SOUTH-SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY.
 DT0495'THE MARK IS 0.5 METERS  SSE FROM A WITNESS POST.
 DT0495'THE MARK IS 0.9 M ABOVE THE HIGHWAY.
 DT0495
 DT0495                          STATION RECOVERY (2005)
 DT0495
 DT0495'RECOVERY NOTE BY US POWER SQUADRON 2005 (CP)
 DT0495' 
 DT0495'MARK NOT FOUND.
 DT0495' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0592 ***********************************************************************
 FM0592  DESIGNATION -  D 38
 FM0592  PID         -  FM0592
 FM0592  STATE/COUNTY-  NM/QUAY
 FM0592  USGS QUAD   -  LOGAN NE (1989)
 FM0592
 FM0592                         *CURRENT SURVEY CONTROL
 FM0592  ___________________________________________________________________
 FM0592* NAD 83(1986)-  35 24 15.     (N)    103 22 12.     (W)     SCALED    
 FM0592* NAVD 88     -      1197.253  (meters)    3927.99   (feet)  ADJUSTED  
 FM0592  ___________________________________________________________________
 FM0592  GEOID HEIGHT-         -23.17  (meters)                     GEOID03
 FM0592  DYNAMIC HT  -        1195.817 (meters)    3923.28  (feet)  COMP
 FM0592  MODELED GRAV-     979,393.3   (mgal)                       NAVD 88
 FM0592
 FM0592  VERT ORDER  -  FIRST     CLASS II
 FM0592
 FM0592.The horizontal coordinates were scaled from a topographic map and have
 FM0592.an estimated accuracy of +/- 6 seconds.
 FM0592
 FM0592.The orthometric height was determined by differential leveling
 FM0592.and adjusted by the National Geodetic Survey in June 1991..
 FM0592
 FM0592.The geoid height was determined by GEOID03.
 FM0592
 FM0592.The dynamic height is computed by dividing the NAVD 88
 FM0592.geopotential number by the normal gravity value computed on the
 FM0592.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0592.degrees latitude (g = 980.6199 gals.).
 FM0592
 FM0592.The modeled gravity was interpolated from observed gravity values.
 FM0592
 FM0592;                    North         East    Units  Estimated Accuracy
 FM0592;SPC NM E     -   488,840.      252,500.      MT  (+/- 180 meters Scaled)
 FM0592
 FM0592                          SUPERSEDED SURVEY CONTROL
 FM0592
 FM0592  NGVD 29 (??/??/92) 1196.689  (m)         3926.14   (f) ADJ UNCH    1 2
 FM0592
 FM0592.Superseded values are not recommended for survey control.
 FM0592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0592.See file dsdata.txt to determine how the superseded data were derived.
 FM0592
 FM0592_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFV480190(NAD 83)
 FM0592_MARKER: DB = BENCH MARK DISK
 FM0592_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0592_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0592_STAMPING: D-38 1933
 FM0592_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0592+STABILITY: SURFACE MOTION
 FM0592
 FM0592  HISTORY     - Date     Condition        Report By
 FM0592  HISTORY     - 1933     MONUMENTED       CGS
 FM0592  HISTORY     - 19860417 MARK NOT FOUND   USGS
 FM0592
 FM0592                          STATION DESCRIPTION
 FM0592
 FM0592'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 FM0592'3.5 MI NE FROM LOGAN.
 FM0592'3.5 MILES NORTH EAST OF THE DEPOT.  ALONG THE ROCK ISLAND RAILROAD. AT
 FM0592'ROAD LEADING TO FARM HOUSE, ON WEST SIDE OF HIGHWAY.  21 1/2 POLES
 FM0592'SOUTH WEST OF MILE POLE NO. 611.  90 FEET SOUTH EAST OF RAILROAD
 FM0592'TRACK, 60 FEET WEST OF THE CENTER LINE OF THE HIGHWAY AND 18 FEET
 FM0592'SOUTH OF ROAD TO FARM HOUSE.  9 FEET WEST OF THE RIGHT-OF-WAY FENCE.
 FM0592
 FM0592                          STATION RECOVERY (1986)
 FM0592
 FM0592'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986 (RV)
 FM0592'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0150 ***********************************************************************
 DT0150  DESIGNATION -  D 39
 DT0150  PID         -  DT0150
 DT0150  STATE/COUNTY-  NM/CATRON
 DT0150  USGS QUAD   -  SALIZ PASS (1963)
 DT0150
 DT0150                         *CURRENT SURVEY CONTROL
 DT0150  ___________________________________________________________________
 DT0150* NAD 83(1986)-  33 35 44.     (N)    108 54 22.     (W)     SCALED    
 DT0150* NAVD 88     -      1861.853  (meters)    6108.43   (feet)  ADJUSTED  
 DT0150  ___________________________________________________________________
 DT0150  GEOID HEIGHT-         -23.14  (meters)                     GEOID03
 DT0150  DYNAMIC HT  -        1858.993 (meters)    6099.05  (feet)  COMP
 DT0150  MODELED GRAV-     979,034.2   (mgal)                       NAVD 88
 DT0150
 DT0150  VERT ORDER  -  FIRST     CLASS II
 DT0150
 DT0150.The horizontal coordinates were scaled from a topographic map and have
 DT0150.an estimated accuracy of +/- 6 seconds.
 DT0150
 DT0150.The orthometric height was determined by differential leveling
 DT0150.and adjusted by the National Geodetic Survey in June 1991..
 DT0150
 DT0150.The geoid height was determined by GEOID03.
 DT0150
 DT0150.The dynamic height is computed by dividing the NAVD 88
 DT0150.geopotential number by the normal gravity value computed on the
 DT0150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0150.degrees latitude (g = 980.6199 gals.).
 DT0150
 DT0150.The modeled gravity was interpolated from observed gravity values.
 DT0150
 DT0150;                    North         East    Units  Estimated Accuracy
 DT0150;SPC NM W     -   288,320.      730,430.      MT  (+/- 180 meters Scaled)
 DT0150
 DT0150                          SUPERSEDED SURVEY CONTROL
 DT0150
 DT0150  NGVD 29 (??/??/92) 1860.979  (m)         6105.56   (f) ADJ UNCH    1 2
 DT0150
 DT0150.Superseded values are not recommended for survey control.
 DT0150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0150.See file dsdata.txt to determine how the superseded data were derived.
 DT0150
 DT0150_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC942192(NAD 83)
 DT0150_MARKER: DB = BENCH MARK DISK
 DT0150_SETTING: 66 = SET IN ROCK OUTCROP
 DT0150_SP_SET: OUTCROP
 DT0150_STAMPING: D-39 1954
 DT0150_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DT0150+STABILITY: POSITION/ELEVATION WELL
 DT0150
 DT0150  HISTORY     - Date     Condition        Report By
 DT0150  HISTORY     - 1934     MONUMENTED       CGS
 DT0150  HISTORY     - 1963     MARK NOT FOUND   USGS
 DT0150  HISTORY     - 1980     MARK NOT FOUND   NGS
 DT0150
 DT0150                          STATION DESCRIPTION
 DT0150
 DT0150'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DT0150'16.2 MI S FROM RESERVE.
 DT0150'16.2 MILES SOUTH OF ALONG STATE HWY. NO. 12, AND 11 FROM POST OFFICE.
 DT0150'5.9 MILES SOUTH OF PINE LAWN CAMP.  20 FT. NORTH OF CULVERT. 17 FT.
 DT0150'WEST OF CENTER LINE OF HWY.  NO. 11.  HORIZONTAL TABLET SET ON TOP OF
 DT0150'SHELF IN VOLCANIC OUTCROP.  12 INCHES NORTH OF EDGE OF OUTCROP. 2 FT.
 DT0150'ABOVE LEVEL OF ROAD.
 DT0150
 DT0150                          STATION RECOVERY (1963)
 DT0150
 DT0150'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 DT0150'MARK NOT FOUND.
 DT0150
 DT0150                          STATION RECOVERY (1980)
 DT0150
 DT0150'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DT0150'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THIS MARK.
 DT0150'NOTE=THIS MARK WAS ALSO NOT RECOVERED IN 1963 BY USGS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0659 ***********************************************************************
 CY0659  DESIGNATION -  D 397
 CY0659  PID         -  CY0659
 CY0659  STATE/COUNTY-  NM/HIDALGO
 CY0659  USGS QUAD   -  GARY (1980)
 CY0659
 CY0659                         *CURRENT SURVEY CONTROL
 CY0659  ___________________________________________________________________
 CY0659* NAD 83(1986)-  32 21 11.     (N)    108 46 09.     (W)     SCALED    
 CY0659* NAVD 88     -      1307.660  (meters)    4290.21   (feet)  ADJUSTED  
 CY0659  ___________________________________________________________________
 CY0659  GEOID HEIGHT-         -25.60  (meters)                     GEOID03
 CY0659  DYNAMIC HT  -        1305.720 (meters)    4283.85  (feet)  COMP
 CY0659  MODELED GRAV-     979,109.5   (mgal)                       NAVD 88
 CY0659
 CY0659  VERT ORDER  -  FIRST     CLASS II
 CY0659
 CY0659.The horizontal coordinates were scaled from a topographic map and have
 CY0659.an estimated accuracy of +/- 6 seconds.
 CY0659
 CY0659.The orthometric height was determined by differential leveling
 CY0659.and adjusted by the National Geodetic Survey in June 1991..
 CY0659
 CY0659.The geoid height was determined by GEOID03.
 CY0659
 CY0659.The dynamic height is computed by dividing the NAVD 88
 CY0659.geopotential number by the normal gravity value computed on the
 CY0659.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0659.degrees latitude (g = 980.6199 gals.).
 CY0659
 CY0659.The modeled gravity was interpolated from observed gravity values.
 CY0659
 CY0659;                    North         East    Units  Estimated Accuracy
 CY0659;SPC NM W     -   150,400.      741,920.      MT  (+/- 180 meters Scaled)
 CY0659
 CY0659                          SUPERSEDED SURVEY CONTROL
 CY0659
 CY0659.No superseded survey control is available for this station.
 CY0659
 CY0659_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYA099817(NAD 83)
 CY0659_MARKER: DB = BENCH MARK DISK
 CY0659_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CY0659_SP_SET: ABUTMENT
 CY0659_STAMPING: D 397 1979
 CY0659_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0659+STABILITY: SURFACE MOTION
 CY0659
 CY0659  HISTORY     - Date     Condition        Report By
 CY0659  HISTORY     - 1979     MONUMENTED       NGS
 CY0659
 CY0659                          STATION DESCRIPTION
 CY0659
 CY0659'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CY0659'6.0 KM WEST FROM LORDSBURG.
 CY0659'6.0 KILOMETERS (3.7 MILES) WEST ALONG THE SOUTHERN PACIFIC RAILROAD
 CY0659'FROM THE STATION IN LORDSBURG, AT BRIDGE 1144.54, IN TOP OF THE
 CY0659'NORTHEAST ABUTMENT, 2.1 METERS (6.8 FEET) SOUTHEAST OF THE SOUTHEAST
 CY0659'RAIL AND 0.3 METER (1.0 FOOT) NORTHWEST OF THE SOUTHEAST END OF THE
 CY0659'ABUTMENT.
 CY0659'THE MARK IS 0.2 M BELOW THE RAILS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0631 ***********************************************************************
 CY0631  DESIGNATION -  D 398
 CY0631  PID         -  CY0631
 CY0631  STATE/COUNTY-  NM/LUNA
 CY0631  USGS QUAD   -  GAGE (1976)
 CY0631
 CY0631                         *CURRENT SURVEY CONTROL
 CY0631  ___________________________________________________________________
 CY0631* NAD 83(1986)-  32 13 56.     (N)    108 04 14.     (W)     SCALED    
 CY0631* NAVD 88     -      1366.444  (meters)    4483.07   (feet)  ADJUSTED  
 CY0631  ___________________________________________________________________
 CY0631  GEOID HEIGHT-         -24.60  (meters)                     GEOID03
 CY0631  DYNAMIC HT  -        1364.395 (meters)    4476.35  (feet)  COMP
 CY0631  MODELED GRAV-     979,091.2   (mgal)                       NAVD 88
 CY0631
 CY0631  VERT ORDER  -  FIRST     CLASS II
 CY0631
 CY0631.The horizontal coordinates were scaled from a topographic map and have
 CY0631.an estimated accuracy of +/- 6 seconds.
 CY0631
 CY0631.The orthometric height was determined by differential leveling
 CY0631.and adjusted by the National Geodetic Survey in June 1991..
 CY0631
 CY0631.The geoid height was determined by GEOID03.
 CY0631
 CY0631.The dynamic height is computed by dividing the NAVD 88
 CY0631.geopotential number by the normal gravity value computed on the
 CY0631.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0631.degrees latitude (g = 980.6199 gals.).
 CY0631
 CY0631.The modeled gravity was interpolated from observed gravity values.
 CY0631
 CY0631;                    North         East    Units  Estimated Accuracy
 CY0631;SPC NM W     -   136,640.      807,640.      MT  (+/- 180 meters Scaled)
 CY0631
 CY0631                          SUPERSEDED SURVEY CONTROL
 CY0631
 CY0631.No superseded survey control is available for this station.
 CY0631
 CY0631_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYA760699(NAD 83)
 CY0631_MARKER: DB = BENCH MARK DISK
 CY0631_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CY0631_SP_SET: STAINLESS STEEL ROD
 CY0631_STAMPING: D 398 1980
 CY0631_PROJECTION: FLUSH
 CY0631_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CY0631_ROD/PIPE-DEPTH: 4    meters
 CY0631
 CY0631  HISTORY     - Date     Condition        Report By
 CY0631  HISTORY     - 1980     MONUMENTED       NGS
 CY0631
 CY0631                          STATION DESCRIPTION
 CY0631
 CY0631'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CY0631'29.8 KM WEST FROM DEMING.
 CY0631'29.8 KILOMETERS (18.5 MILES) WEST ALONG THE SOUTHERN PACIFIC RAILROAD
 CY0631'FROM ITS STATION IN DEMING, AT HIGHWAY MILE POST 64, 0.7 KILOMETER
 CY0631'(0.45 MILE) EAST OF RAILROAD MILE POST 1189, 0.1 KILOMETER (0.05
 CY0631'MILE) EAST OF RAILROAD BRIDGE 1189.38, 29.9 METERS (98 FEET) SOUTH
 CY0631'OF THE SOUTH RAIL, 41.8 METERS (137 FEET) SOUTHWEST OF THE FOURTH
 CY0631'TELEGRAPH POLE EAST OF THE BRIDGE, 40.9 METERS (134 FEET) NORTH-
 CY0631'NORTHWEST OF THE HIGHWAY MILE POST, 33 METERS (108 FEET) SOUTHEAST
 CY0631'OF THE THIRD TELEGRAPH POLE EAST OF THE BRIDGE, 21.9 METERS (71.9
 CY0631'FEET) NORTH OF THE HIGHWAY RIGHT-OF-WAY FENCE AND 0.45 METER (1.5
 CY0631'FEET) EAST OF THE OLD HIGHWAY RIGHT-OF-WAY MARKER 1570+9.  THE ROD
 CY0631'WAS DRIVEN TO REFUSAL.
 CY0631'THE MARK IS 0.4 METERS  W FROM A WITNESS POST.
 CY0631'THE MARK IS 0.8 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0095 ***********************************************************************
 EP0095  DESIGNATION -  D 4
 EP0095  PID         -  EP0095
 EP0095  STATE/COUNTY-  NM/DE BACA
 EP0095  USGS QUAD   -  YESO (1966)
 EP0095
 EP0095                         *CURRENT SURVEY CONTROL
 EP0095  ___________________________________________________________________
 EP0095* NAD 83(1986)-  34 25 48.     (N)    104 33 45.     (W)     SCALED    
 EP0095* NAVD 88     -      1432.089  (meters)    4698.45   (feet)  ADJUSTED  
 EP0095  ___________________________________________________________________
 EP0095  GEOID HEIGHT-         -23.20  (meters)                     GEOID03
 EP0095  DYNAMIC HT  -        1430.132 (meters)    4692.02  (feet)  COMP
 EP0095  MODELED GRAV-     979,218.9   (mgal)                       NAVD 88
 EP0095
 EP0095  VERT ORDER  -  FIRST     CLASS II
 EP0095
 EP0095.The horizontal coordinates were scaled from a topographic map and have
 EP0095.an estimated accuracy of +/- 6 seconds.
 EP0095
 EP0095.The orthometric height was determined by differential leveling
 EP0095.and adjusted by the National Geodetic Survey in June 1991..
 EP0095
 EP0095.The geoid height was determined by GEOID03.
 EP0095
 EP0095.The dynamic height is computed by dividing the NAVD 88
 EP0095.geopotential number by the normal gravity value computed on the
 EP0095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EP0095.degrees latitude (g = 980.6199 gals.).
 EP0095
 EP0095.The modeled gravity was interpolated from observed gravity values.
 EP0095
 EP0095;                    North         East    Units  Estimated Accuracy
 EP0095;SPC NM E     -   380,380.      143,940.      MT  (+/- 180 meters Scaled)
 EP0095
 EP0095                          SUPERSEDED SURVEY CONTROL
 EP0095
 EP0095  NGVD 29 (??/??/92) 1431.413  (m)         4696.23   (f) ADJ UNCH    1 2
 EP0095
 EP0095.Superseded values are not recommended for survey control.
 EP0095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EP0095.See file dsdata.txt to determine how the superseded data were derived.
 EP0095
 EP0095_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEU401099(NAD 83)
 EP0095_MARKER: DB = BENCH MARK DISK
 EP0095_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EP0095_SP_SET: ABUTMENT
 EP0095_STAMPING: D 4 1911 4696.290
 EP0095_MARK LOGO: CGS   
 EP0095_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EP0095
 EP0095  HISTORY     - Date     Condition        Report By
 EP0095  HISTORY     - 1911     MONUMENTED       CGS
 EP0095  HISTORY     - 1958     GOOD             NGS
 EP0095  HISTORY     - 1983     GOOD             NGS
 EP0095
 EP0095                          STATION DESCRIPTION
 EP0095
 EP0095'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 EP0095'2.85 MI E FROM YESO.
 EP0095'ABOUT 2.85 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 EP0095'FROM THE STATION AT YESO, 88 FEET NORTHEAST AND ACROSS THE TRACK FROM
 EP0095'THE SECOND TELEPHONE POLE WEST OF MILE POST 741, 7 FEET NORTH OF THE
 EP0095'NEAR RAIL, AND IN THE TOP OF THE NORTH END OF THE EAST ABUTMENT OF THE
 EP0095'BRIDGE.
 EP0095
 EP0095                          STATION RECOVERY (1983)
 EP0095
 EP0095'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 EP0095'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0006 ***********************************************************************
 DT0006  DESIGNATION -  D 40
 DT0006  PID         -  DT0006
 DT0006  STATE/COUNTY-  NM/CATRON
 DT0006  USGS QUAD   -  BELL PEAK (1981)
 DT0006
 DT0006                         *CURRENT SURVEY CONTROL
 DT0006  ___________________________________________________________________
 DT0006* NAD 83(1986)-  33 54 50.     (N)    108 21 20.     (W)     SCALED    
 DT0006* NAVD 88     -      2137.397  (meters)    7012.44   (feet)  POSTED    
 DT0006  ___________________________________________________________________
 DT0006  GEOID HEIGHT-         -21.86  (meters)                     GEOID03
 DT0006  DYNAMIC HT  -        2134.030 (meters)    7001.40  (feet)  COMP
 DT0006  MODELED GRAV-     978,984.7   (mgal)                       NAVD 88
 DT0006
 DT0006  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 DT0006
 DT0006.The horizontal coordinates were scaled from a topographic map and have
 DT0006.an estimated accuracy of +/- 6 seconds.
 DT0006
 DT0006.The orthometric height was determined by differential leveling
 DT0006.and adjusted by the National Geodetic Survey in 1992..
 DT0006.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 DT0006.rate of 1.1 thru 2.0 mm/km.
 DT0006
 DT0006.The geoid height was determined by GEOID03.
 DT0006
 DT0006.The dynamic height is computed by dividing the NAVD 88
 DT0006.geopotential number by the normal gravity value computed on the
 DT0006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0006.degrees latitude (g = 980.6199 gals.).
 DT0006
 DT0006.The modeled gravity was interpolated from observed gravity values.
 DT0006
 DT0006;                    North         East    Units  Estimated Accuracy
 DT0006;SPC NM W     -   323,230.      781,710.      MT  (+/- 180 meters Scaled)
 DT0006
 DT0006                          SUPERSEDED SURVEY CONTROL
 DT0006
 DT0006  NGVD 29 (??/??/92) 2136.434  (m)         7009.28   (f) ADJ UNCH    1 2
 DT0006
 DT0006.Superseded values are not recommended for survey control.
 DT0006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0006.See file dsdata.txt to determine how the superseded data were derived.
 DT0006
 DT0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYC444557(NAD 83)
 DT0006_MARKER: DB = BENCH MARK DISK
 DT0006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DT0006_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DT0006_STAMPING: D 40 1934
 DT0006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DT0006+STABILITY: SURFACE MOTION
 DT0006
 DT0006  HISTORY     - Date     Condition        Report By
 DT0006  HISTORY     - 1934     MONUMENTED       CGS
 DT0006  HISTORY     - 1975     GOOD             USGS
 DT0006  HISTORY     - 1980     MARK NOT FOUND   NGS
 DT0006
 DT0006                          STATION DESCRIPTION
 DT0006
 DT0006'DESCRIBED BY US GEOLOGICAL SURVEY 1975
 DT0006'7.45 MI W FROM HORSE SPRINGS.
 DT0006'ABOUT 7.45 MI WEST OF HORSE SPRINGS ALONG HWY NO. 12, 0.35 MI WEST OF
 DT0006'ROAD AT DRAIN, IN SE 1/4 SEC 36, T 4 S, R 15 W, 105 FT SOUTH OF RD, IN
 DT0006'FENCE LINE.  A STANDARD DISK SET IN CONCRETE POST STAMPED D 40 1934.
 DT0006
 DT0006                          STATION RECOVERY (1980)
 DT0006
 DT0006'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DT0006'A THOROUGH SEARCH OF THE AREA REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0658 ***********************************************************************
 CY0658  DESIGNATION -  D 400
 CY0658  PID         -  CY0658
 CY0658  STATE/COUNTY-  NM/HIDALGO
 CY0658  USGS QUAD   -  LORDSBURG (1980)
 CY0658
 CY0658                         *CURRENT SURVEY CONTROL
 CY0658  ___________________________________________________________________
 CY0658* NAD 83(1986)-  32 21 13.     (N)    108 44 23.     (W)     SCALED    
 CY0658* NAVD 88     -      1309.323  (meters)    4295.67   (feet)  ADJUSTED  
 CY0658  ___________________________________________________________________
 CY0658  GEOID HEIGHT-         -25.53  (meters)                     GEOID03
 CY0658  DYNAMIC HT  -        1307.379 (meters)    4289.29  (feet)  COMP
 CY0658  MODELED GRAV-     979,108.2   (mgal)                       NAVD 88
 CY0658
 CY0658  VERT ORDER  -  FIRST     CLASS II
 CY0658
 CY0658.The horizontal coordinates were scaled from a topographic map and have
 CY0658.an estimated accuracy of +/- 6 seconds.
 CY0658
 CY0658.The orthometric height was determined by differential leveling
 CY0658.and adjusted by the National Geodetic Survey in June 1991..
 CY0658
 CY0658.The geoid height was determined by GEOID03.
 CY0658
 CY0658.The dynamic height is computed by dividing the NAVD 88
 CY0658.geopotential number by the normal gravity value computed on the
 CY0658.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0658.degrees latitude (g = 980.6199 gals.).
 CY0658
 CY0658.The modeled gravity was interpolated from observed gravity values.
 CY0658
 CY0658;                    North         East    Units  Estimated Accuracy
 CY0658;SPC NM W     -   150,440.      744,690.      MT  (+/- 180 meters Scaled)
 CY0658
 CY0658                          SUPERSEDED SURVEY CONTROL
 CY0658
 CY0658.No superseded survey control is available for this station.
 CY0658
 CY0658_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYA126818(NAD 83)
 CY0658_MARKER: DB = BENCH MARK DISK
 CY0658_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CY0658_SP_SET: ABUTMENT
 CY0658_STAMPING: D 400 1979
 CY0658_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CY0658
 CY0658  HISTORY     - Date     Condition        Report By
 CY0658  HISTORY     - 1979     MONUMENTED       NGS
 CY0658
 CY0658                          STATION DESCRIPTION
 CY0658
 CY0658'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CY0658'3.1 KM WEST FROM LORDSBURG.
 CY0658'3.1 KILOMETERS (1.95 MILES) WEST ALONG THE SOUTHERN PACIFIC RAILROAD
 CY0658'FROM THE STATION IN LORDSBURG, SET IN TOP OF THE WEST END OF THE
 CY0658'NORTH ABUTMENT OF THE EXIT 20 BRIDGE (HIGHWAYS 70 AND 90) OVER
 CY0658'INTERSTATE HIGHWAY 10, 0.25 KILOMETER (0.15 MILE) SOUTH OF THE
 CY0658'RAILROAD TRACKS, 4.5 METERS (15 FEET) WEST OF THE CENTERLINE OF
 CY0658'HIGHWAYS 70 AND 90 AND 2.1 METERS (7 FEET) SOUTH OF THE NORTH END OF
 CY0658'THE ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0567 ***********************************************************************
 EQ0567  DESIGNATION -  D 402
 EQ0567  PID         -  EQ0567
 EQ0567  STATE/COUNTY-  NM/SOCORRO
 EQ0567  USGS QUAD   -  SOCORRO (1979)
 EQ0567
 EQ0567                         *CURRENT SURVEY CONTROL
 EQ0567  ___________________________________________________________________
 EQ0567* NAD 83(1986)-  34 06 54.     (N)    106 54 15.     (W)     SCALED    
 EQ0567* NAVD 88     -      1450.071  (meters)    4757.44   (feet)  ADJUSTED  
 EQ0567  ___________________________________________________________________
 EQ0567  GEOID HEIGHT-         -22.08  (meters)                     GEOID03
 EQ0567  DYNAMIC HT  -        1448.020 (meters)    4750.71  (feet)  COMP
 EQ0567  MODELED GRAV-     979,171.6   (mgal)                       NAVD 88
 EQ0567
 EQ0567  VERT ORDER  -  FIRST     CLASS II
 EQ0567
 EQ0567.The horizontal coordinates were scaled from a topographic map and have
 EQ0567.an estimated accuracy of +/- 6 seconds.
 EQ0567
 EQ0567.The orthometric height was determined by differential leveling
 EQ0567.and adjusted by the National Geodetic Survey in June 1991..
 EQ0567
 EQ0567.The geoid height was determined by GEOID03.
 EQ0567
 EQ0567.The dynamic height is computed by dividing the NAVD 88
 EQ0567.geopotential number by the normal gravity value computed on the
 EQ0567.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0567.degrees latitude (g = 980.6199 gals.).
 EQ0567
 EQ0567.The modeled gravity was interpolated from observed gravity values.
 EQ0567
 EQ0567;                    North         East    Units  Estimated Accuracy
 EQ0567;SPC NM C     -   345,600.      439,650.      MT  (+/- 180 meters Scaled)
 EQ0567
 EQ0567                          SUPERSEDED SURVEY CONTROL
 EQ0567
 EQ0567.No superseded survey control is available for this station.
 EQ0567
 EQ0567_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT243765(NAD 83)
 EQ0567_MARKER: I = METAL ROD
 EQ0567_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EQ0567_SP_SET: STAINLESS STEEL ROD
 EQ0567_STAMPING: D 402 1980
 EQ0567_MARK LOGO: NGS   
 EQ0567_PROJECTION: FLUSH
 EQ0567_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EQ0567_ROD/PIPE-DEPTH: 6.7  meters
 EQ0567
 EQ0567  HISTORY     - Date     Condition        Report By
 EQ0567  HISTORY     - 1980     MONUMENTED       NGS
 EQ0567  HISTORY     - 20050524 GOOD             GEOCAC
 EQ0567
 EQ0567                          STATION DESCRIPTION
 EQ0567
 EQ0567'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 EQ0567'5.0 KM (3.1 MI) SOUTH FROM LEMITAR.
 EQ0567'5.0 KM (3.1 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 25 FROM ITS
 EQ0567'JUNCTION WITH STATE HIGHWAY 408 IN LEMITAR, OR 0.2 KM (0.1 MI)
 EQ0567'EAST ALONG MANZANARES AVENUE FROM THE POST OFFICE IN SOCORRO,
 EQ0567'THENCE 2.8 KM (1.75 MI) NORTHERLY ALONG BUSINESS ROUTE 25, THENCE
 EQ0567'3.9 KM (2.4 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 25, 0.2 KM
 EQ0567'(0.15 MI) NORTH OF MILE POST 153, AT AN ABANDONED ROAD, AND 36.0
 EQ0567'METERS (118.0 FT) SOUTHWEST OF THE CENTERLINE OF THE SOUTH BOUND
 EQ0567'LANES OF THE HIGHWAY,  NOTE=ACCESS TO THE DATUM POINT IS THROUGH
 EQ0567'A 5-INCH LOGO CAP.
 EQ0567'THE MARK IS 0.3 METERS  NE FROM  WITNESS POST AND FENCE
 EQ0567'THE MARK IS 1.8 M ABOVE THE HIGHWAY.
 EQ0567
 EQ0567                          STATION RECOVERY (2005)
 EQ0567
 EQ0567'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 EQ0567'HAND-HELD COORDINATES FOR THE STATION ARE
 EQ0567'34 06.882N
 EQ0567'106 54.268W
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0595 ***********************************************************************
 EQ0595  DESIGNATION -  D 403
 EQ0595  PID         -  EQ0595
 EQ0595  STATE/COUNTY-  NM/SOCORRO
 EQ0595  USGS QUAD   -  ABEYTAS (1979)
 EQ0595
 EQ0595                         *CURRENT SURVEY CONTROL
 EQ0595  ___________________________________________________________________
 EQ0595* NAD 83(1986)-  34 25 10.     (N)    106 45 47.     (W)     SCALED    
 EQ0595* NAVD 88     -      1495.742  (meters)    4907.28   (feet)  ADJUSTED  
 EQ0595  ___________________________________________________________________
 EQ0595  GEOID HEIGHT-         -21.70  (meters)                     GEOID03
 EQ0595  DYNAMIC HT  -        1493.656 (meters)    4900.44  (feet)  COMP
 EQ0595  MODELED GRAV-     979,189.2   (mgal)                       NAVD 88
 EQ0595
 EQ0595  VERT ORDER  -  FIRST     CLASS II
 EQ0595
 EQ0595.The horizontal coordinates were scaled from a topographic map and have
 EQ0595.an estimated accuracy of +/- 6 seconds.
 EQ0595
 EQ0595.The orthometric height was determined by differential leveling
 EQ0595.and adjusted by the National Geodetic Survey in June 1991..
 EQ0595
 EQ0595.The geoid height was determined by GEOID03.
 EQ0595
 EQ0595.The dynamic height is computed by dividing the NAVD 88
 EQ0595.geopotential number by the normal gravity value computed on the
 EQ0595.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0595.degrees latitude (g = 980.6199 gals.).
 EQ0595
 EQ0595.The modeled gravity was interpolated from observed gravity values.
 EQ0595
 EQ0595;                    North         East    Units  Estimated Accuracy
 EQ0595;SPC NM C     -   379,300.      452,840.      MT  (+/- 180 meters Scaled)
 EQ0595
 EQ0595                          SUPERSEDED SURVEY CONTROL
 EQ0595
 EQ0595.No superseded survey control is available for this station.
 EQ0595
 EQ0595_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU379100(NAD 83)
 EQ0595_MARKER: I = METAL ROD
 EQ0595_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EQ0595_SP_SET: STAINLESS STEEL ROD
 EQ0595_STAMPING: D 403 1980
 EQ0595_MARK LOGO: NGS   
 EQ0595_PROJECTION: FLUSH
 EQ0595_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EQ0595_ROD/PIPE-DEPTH: 8.5  meters
 EQ0595
 EQ0595  HISTORY     - Date     Condition        Report By
 EQ0595  HISTORY     - 1980     MONUMENTED       NGS
 EQ0595  HISTORY     - 20050312 GOOD             GEOCAC
 EQ0595
 EQ0595                          STATION DESCRIPTION
 EQ0595
 EQ0595'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 EQ0595'6.9 KM (4.3 MI) EAST FROM BERNARDO.
 EQ0595'6.9 KM (4.3 MI) EAST ALONG U.S. HIGHWAY 60 FROM ITS JUNCTION WITH
 EQ0595'INTERSTATE HIGHWAY 60 IN BERNARDO, 1.6 KM (1.0 MI) EAST OF THE
 EQ0595'JUNCTION OF STATE HIGHWAY 47, 0.5 KM (0.3 MI) WEST
 EQ0595'OF MILE POST 170, IN THE CORNER OF A SMALL JOG IN THE FENCE,
 EQ0595'30.1 METERS (98.6 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY AND
 EQ0595'3.5 METERS (11.6 FT) WEST OF THE CENTER OF A GATE.  NOTE=ACCESS
 EQ0595'TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 EQ0595'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST AND FENCE
 EQ0595'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
 EQ0595
 EQ0595                          STATION RECOVERY (2005)
 EQ0595
 EQ0595'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 EQ0595'NEW COORDINATES FOLLOW.
 EQ0595'34 25.158N
 EQ0595'106 45.860W
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0622 ***********************************************************************
 EQ0622  DESIGNATION -  D 404
 EQ0622  PID         -  EQ0622
 EQ0622  STATE/COUNTY-  NM/SOCORRO
 EQ0622  USGS QUAD   -  SCHOLLE (1995)
 EQ0622
 EQ0622                         *CURRENT SURVEY CONTROL
 EQ0622  ___________________________________________________________________
 EQ0622* NAD 83(1986)-  34 25 50.     (N)    106 25 32.     (W)     SCALED    
 EQ0622* NAVD 88     -      1772.784  (meters)    5816.21   (feet)  ADJUSTED  
 EQ0622  ___________________________________________________________________
 EQ0622  GEOID HEIGHT-         -20.43  (meters)                     GEOID03
 EQ0622  DYNAMIC HT  -        1770.270 (meters)    5807.96  (feet)  COMP
 EQ0622  MODELED GRAV-     979,153.9   (mgal)                       NAVD 88
 EQ0622
 EQ0622  VERT ORDER  -  FIRST     CLASS II
 EQ0622
 EQ0622.The horizontal coordinates were scaled from a topographic map and have
 EQ0622.an estimated accuracy of +/- 6 seconds.
 EQ0622
 EQ0622.The orthometric height was determined by differential leveling
 EQ0622.and adjusted by the National Geodetic Survey in June 1991..
 EQ0622
 EQ0622.The geoid height was determined by GEOID03.
 EQ0622
 EQ0622.The dynamic height is computed by dividing the NAVD 88
 EQ0622.geopotential number by the normal gravity value computed on the
 EQ0622.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0622.degrees latitude (g = 980.6199 gals.).
 EQ0622
 EQ0622.The modeled gravity was interpolated from observed gravity values.
 EQ0622
 EQ0622;                    North         East    Units  Estimated Accuracy
 EQ0622;SPC NM C     -   380,420.      483,870.      MT  (+/- 180 meters Scaled)
 EQ0622
 EQ0622                          SUPERSEDED SURVEY CONTROL
 EQ0622
 EQ0622.No superseded survey control is available for this station.
 EQ0622
 EQ0622_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU690108(NAD 83)
 EQ0622_MARKER: DB = BENCH MARK DISK
 EQ0622_SETTING: 66 = SET IN ROCK OUTCROP
 EQ0622_SP_SET: ROCK OUTCROP
 EQ0622_STAMPING: D 404 1980
 EQ0622_MARK LOGO: NGS   
 EQ0622_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EQ0622+STABILITY: POSITION/ELEVATION WELL
 EQ0622
 EQ0622  HISTORY     - Date     Condition        Report By
 EQ0622  HISTORY     - 1980     MONUMENTED       NGS
 EQ0622
 EQ0622                          STATION DESCRIPTION
 EQ0622
 EQ0622'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 EQ0622'21.2 KM (13.2 MI) WEST FROM MOUNTAINAIR.
 EQ0622'21.2 KM (13.2 MI) WESTERLY ALONG U.S. HIGHWAY 60 FROM THE POST
 EQ0622'OFFICE IN MOUNTAINAIR, 0.6 KM (0.4 MI) EAST OF A SIDE ROAD LEADING
 EQ0622'NORTH, IN THE TOP OF A 3 BY 3 FT EXPOSED AREA OF OUTCROPPING BEDROCK,
 EQ0622'AT THE EAST END OF A CUT BANK, 57.7 METERS (189.4 FT) SOUTHWEST
 EQ0622'OF THE SOUTHWEST CORNER OF A ROCK BUILDING, 28.5 METERS (93.4 FT)
 EQ0622'SOUTH-SOUTHWEST OF A FENCE AND 10.2 METERS (33.4 FT) NORTH-NORTHEAST
 EQ0622'OF THE CENTERLINE OF THE HIGHWAY.
 EQ0622'THE MARK IS 0.2 METERS  ESE FROM A WITNESS POST.
 EQ0622'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB3833 ***********************************************************************
 AB3833  DESIGNATION -  D 405 RESET
 AB3833  PID         -  AB3833
 AB3833  STATE/COUNTY-  NM/TORRANCE
 AB3833  USGS QUAD   -  TEJON (1978)
 AB3833
 AB3833                         *CURRENT SURVEY CONTROL
 AB3833  ___________________________________________________________________
 AB3833* NAD 83(1986)-  34 36 11.     (N)    105 20 55.     (W)     SCALED    
 AB3833* NAVD 88     -      1913.83   (meters)    6279.0    (feet)  RESET     
 AB3833  ___________________________________________________________________
 AB3833  GEOID HEIGHT-         -20.29  (meters)                     GEOID03
 AB3833
 AB3833  VERT ORDER  -  THIRD
 AB3833
 AB3833.The horizontal coordinates were scaled from a topographic map and have
 AB3833.an estimated accuracy of +/- 6 seconds.
 AB3833
 AB3833.The orthometric height was computed from unverified reset data.
 AB3833
 AB3833.The geoid height was determined by GEOID03.
 AB3833
 AB3833;                    North         East    Units  Estimated Accuracy
 AB3833;SPC NM C     -   399,910.      582,670.      MT  (+/- 180 meters Scaled)
 AB3833
 AB3833                          SUPERSEDED SURVEY CONTROL
 AB3833
 AB3833.No superseded survey control is available for this station.
 AB3833
 AB3833_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDU680290(NAD 83)
 AB3833_MARKER: I = METAL ROD
 AB3833_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB3833_STAMPING: D 405 RESET 1993
 AB3833_MARK LOGO: NGS   
 AB3833_PROJECTION: FLUSH
 AB3833_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB3833_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB3833_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB3833+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AB3833_ROD/PIPE-DEPTH: 2.75 meters
 AB3833_SLEEVE-DEPTH  : 0.6 meters
 AB3833
 AB3833  HISTORY     - Date     Condition        Report By
 AB3833  HISTORY     - 1993     MONUMENTED       NGS
 AB3833
 AB3833                          STATION DESCRIPTION
 AB3833
 AB3833'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993 (WAS)
 AB3833'THE STATION IS LOCATED ABOUT 7 MI (11.3 KM) SOUTHEAST OF ENCINO IN THE
 AB3833'RIGHT-OF-WAY OF U.S.  HIGHWAYS 60 AND 285, ON THE NORTH SIDE OF THE
 AB3833'HIGHWAY.  TO REACH THE STATION FROM THE U.S.  POST OFFICE IN ENCINO,
 AB3833'GO EAST ON U.S.  HIGHWAYS 60/285 FOR 3.4 MI (5.5 KM) TO A BRIDGE OVER
 AB3833'THE RAILROAD TRACKS.  CONTINUE SOUTH AND EAST ON U.S.  60/285 FOR 3.8
 AB3833'MI (6.1 KM) TO MILEPOST 261.  CONTINUE ON U.S.  60/285 FOR 0.35 MI
 AB3833'(0.56 KM) TO THE STATION ON THE LEFT, NORTH, SIDE OF THE HIGHWAY NEAR
 AB3833'THE BEGINNING OF A SLIGHT ROAD CUT.  THE STATION IS A PUNCH MARK IN
 AB3833'THE END OF A STAINLESS STEEL ROD IN A 1-INCH GREASE-FILLED PVC SLEEVE
 AB3833'ENCASED IN A 5-INCH PVC PIPE WITH AN NGS LOGO CAP, STAMPED ---D 405
 AB3833'RESET 1993---, AND SET FLUSH WITH THE GROUND.  THE STATION IS 1.7 M
 AB3833'(5.6 FT) SOUTHWEST OF A FENCE, 31.6 M (103.7 FT) NORTHEAST OF THE
 AB3833'CENTERLINE OF U.S.  HIGHWAYS 60/285, AND 24.6 M (80.7 FT) SOUTHEAST OF
 AB3833'THE SOUTHEAST CORNER OF AN OLD CONCRETE FOUNDATION THAT PROJECTS 0.1 M
 AB3833'(0.3 FT) ABOVE THE GROUND.  IT IS 2.6 M (8.5 FT) SOUTH OF A NM HIGHWAY
 AB3833'AND TRANSPORTATION DEPARTMENT DISK ON A DRIVEN REBAR, STAMPED --POT
 AB3833'359 + 67.78--.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0451 ***********************************************************************
 EP0451  DESIGNATION -  D 406
 EP0451  PID         -  EP0451
 EP0451  STATE/COUNTY-  NM/LINCOLN
 EP0451  USGS QUAD   -  CORONA SOUTH (1981)
 EP0451
 EP0451                         *CURRENT SURVEY CONTROL
 EP0451  ___________________________________________________________________
 EP0451* NAD 83(1986)-  34 14 20.     (N)    105 36 13.     (W)     SCALED    
 EP0451* NAVD 88     -      2054.659  (meters)    6740.99   (feet)  ADJUSTED  
 EP0451  ___________________________________________________________________
 EP0451  GEOID HEIGHT-         -19.98  (meters)                     GEOID03
 EP0451  DYNAMIC HT  -        2051.651 (meters)    6731.12  (feet)  COMP
 EP0451  MODELED GRAV-     979,097.4   (mgal)                       NAVD 88
 EP0451
 EP0451  VERT ORDER  -  FIRST     CLASS II
 EP0451
 EP0451.The horizontal coordinates were scaled from a topographic map and have
 EP0451.an estimated accuracy of +/- 6 seconds.
 EP0451
 EP0451.The orthometric height was determined by differential leveling
 EP0451.and adjusted by the National Geodetic Survey in June 1991..
 EP0451
 EP0451.The geoid height was determined by GEOID03.
 EP0451
 EP0451.The dynamic height is computed by dividing the NAVD 88
 EP0451.geopotential number by the normal gravity value computed on the
 EP0451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EP0451.degrees latitude (g = 980.6199 gals.).
 EP0451
 EP0451.The modeled gravity was interpolated from observed gravity values.
 EP0451
 EP0451;                    North         East    Units  Estimated Accuracy
 EP0451;SPC NM C     -   359,340.      559,540.      MT  (+/- 180 meters Scaled)
 EP0451
 EP0451                          SUPERSEDED SURVEY CONTROL
 EP0451
 EP0451.No superseded survey control is available for this station.
 EP0451
 EP0451_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDT444888(NAD 83)
 EP0451_MARKER: DB = BENCH MARK DISK
 EP0451_SETTING: 66 = SET IN ROCK OUTCROP
 EP0451_SP_SET: ROCK OUTCROP
 EP0451_STAMPING: D 406 1980
 EP0451_MARK LOGO: NGS   
 EP0451_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EP0451+STABILITY: POSITION/ELEVATION WELL
 EP0451
 EP0451  HISTORY     - Date     Condition        Report By
 EP0451  HISTORY     - 1980     MONUMENTED       NGS
 EP0451
 EP0451                          STATION DESCRIPTION
 EP0451
 EP0451'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 EP0451'2.0 KM (1.25 MI) SOUTH FROM CORONA.
 EP0451'2.0 KM (1.25 MI) SOUTHERLY ALONG U.S. HIGHWAY 54 FROM THE POST
 EP0451'OFFICE IN CORONA, 0.2 KM (0.15 MI) SOUTH OF MILEPOST 170, 21.6
 EP0451'METERS (71.0 FT) SOUTH-SOUTHEAST OF A FENCE AND 7.8 METERS (25.7 FT)
 EP0451'NORTH-NORTHWEST OF THE CENTERLINE OF THE HIGHWAY.
 EP0451'THE MARK IS 0.2 METERS  ENE FROM A WITNESS POST.
 EP0451'THE MARK IS 0.9 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0723 ***********************************************************************
 DR0723  DESIGNATION -  D 407
 DR0723  PID         -  DR0723
 DR0723  STATE/COUNTY-  NM/LINCOLN
 DR0723  USGS QUAD   -  ANCHO (1973)
 DR0723
 DR0723                         *CURRENT SURVEY CONTROL
 DR0723  ___________________________________________________________________
 DR0723* NAD 83(1986)-  33 59 47.     (N)    105 44 50.     (W)     SCALED    
 DR0723* NAVD 88     -      1869.784  (meters)    6134.45   (feet)  ADJUSTED  
 DR0723  ___________________________________________________________________
 DR0723  GEOID HEIGHT-         -20.28  (meters)                     GEOID03
 DR0723  DYNAMIC HT  -        1867.020 (meters)    6125.38  (feet)  COMP
 DR0723  MODELED GRAV-     979,091.1   (mgal)                       NAVD 88
 DR0723
 DR0723  VERT ORDER  -  FIRST     CLASS II
 DR0723
 DR0723.The horizontal coordinates were scaled from a topographic map and have
 DR0723.an estimated accuracy of +/- 6 seconds.
 DR0723
 DR0723.The orthometric height was determined by differential leveling
 DR0723.and adjusted by the National Geodetic Survey in June 1991..
 DR0723
 DR0723.The geoid height was determined by GEOID03.
 DR0723
 DR0723.The dynamic height is computed by dividing the NAVD 88
 DR0723.geopotential number by the normal gravity value computed on the
 DR0723.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0723.degrees latitude (g = 980.6199 gals.).
 DR0723
 DR0723.The modeled gravity was interpolated from observed gravity values.
 DR0723
 DR0723;                    North         East    Units  Estimated Accuracy
 DR0723;SPC NM C     -   332,370.      546,450.      MT  (+/- 180 meters Scaled)
 DR0723
 DR0723                          SUPERSEDED SURVEY CONTROL
 DR0723
 DR0723.No superseded survey control is available for this station.
 DR0723
 DR0723_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDT309620(NAD 83)
 DR0723_MARKER: I = METAL ROD
 DR0723_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DR0723+WITH SETTING: INFORMATION.
 DR0723_SP_SET: SHALLOW SET METAL ROD
 DR0723_STAMPING: D 407 1980
 DR0723_MARK LOGO: NGS   
 DR0723_PROJECTION: FLUSH
 DR0723_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR0723_ROD/PIPE-DEPTH: 0.9  meters
 DR0723
 DR0723  HISTORY     - Date     Condition        Report By
 DR0723  HISTORY     - 1980     MONUMENTED       NGS
 DR0723
 DR0723                          STATION DESCRIPTION
 DR0723
 DR0723'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 DR0723'34.0 KM (21.1 MI) SOUTH FROM CORONA.
 DR0723'34.0 KM (21.1 MI) SOUTHERLY ALONG U.S. HIGHWAY 54 FROM THE POST
 DR0723'OFFICE IN CORONA, 0.5 KM (0.3 MI) NORTHEAST OF MILEPOST 150 AND
 DR0723'38.0 METERS (124.8 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY.
 DR0723'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 DR0723'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST AND FENCE
 DR0723'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0443 ***********************************************************************
 EP0443  DESIGNATION -  D 408
 EP0443  PID         -  EP0443
 EP0443  STATE/COUNTY-  NM/TORRANCE
 EP0443  USGS QUAD   -  CORONA NORTH (1995)
 EP0443
 EP0443                         *CURRENT SURVEY CONTROL
 EP0443  ___________________________________________________________________
 EP0443* NAD 83(1986)-  34 19 17.     (N)    105 31 58.     (W)     SCALED    
 EP0443* NAVD 88     -      1954.593  (meters)    6412.69   (feet)  ADJUSTED  
 EP0443  ___________________________________________________________________
 EP0443  GEOID HEIGHT-         -20.14  (meters)                     GEOID03
 EP0443  DYNAMIC HT  -        1951.748 (meters)    6403.36  (feet)  COMP
 EP0443  MODELED GRAV-     979,109.7   (mgal)                       NAVD 88
 EP0443
 EP0443  VERT ORDER  -  FIRST     CLASS II
 EP0443
 EP0443.The horizontal coordinates were scaled from a topographic map and have
 EP0443.an estimated accuracy of +/- 6 seconds.
 EP0443
 EP0443.The orthometric height was determined by differential leveling
 EP0443.and adjusted by the National Geodetic Survey in June 1991..
 EP0443
 EP0443.The geoid height was determined by GEOID03.
 EP0443
 EP0443.The dynamic height is computed by dividing the NAVD 88
 EP0443.geopotential number by the normal gravity value computed on the
 EP0443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EP0443.degrees latitude (g = 980.6199 gals.).
 EP0443
 EP0443.The modeled gravity was interpolated from observed gravity values.
 EP0443
 EP0443;                    North         East    Units  Estimated Accuracy
 EP0443;SPC NM C     -   368,530.      566,000.      MT  (+/- 180 meters Scaled)
 EP0443
 EP0443                          SUPERSEDED SURVEY CONTROL
 EP0443
 EP0443.No superseded survey control is available for this station.
 EP0443
 EP0443_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDT509979(NAD 83)
 EP0443_MARKER: I = METAL ROD
 EP0443_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EP0443_SP_SET: STAINLESS STEEL ROD
 EP0443_STAMPING: D 408 1980
 EP0443_MARK LOGO: NGS   
 EP0443_PROJECTION: FLUSH
 EP0443_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EP0443_ROD/PIPE-DEPTH: 3.3  meters
 EP0443
 EP0443  HISTORY     - Date     Condition        Report By
 EP0443  HISTORY     - 1980     MONUMENTED       NGS
 EP0443
 EP0443                          STATION DESCRIPTION
 EP0443
 EP0443'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 EP0443'10.4 KM (6.45 MI) NORTH FROM CORONA.
 EP0443'10.4 KM (6.45 MI) NORTHERLY ALONG U.S. HIGHWAY 54 FROM THE POST
 EP0443'OFFICE IN CORONA, 0.6 KM (0.4 MI) NORTHEAST OF MILEPOST 177, AT
 EP0443'A DIRT ROAD LEADING SOUTHEAST, 21.1 METERS (69.1 FT) SOUTH-SOUTHWEST
 EP0443'OF THE CENTER OF THE ROAD AND 20.9 METERS (68.7 FT) EAST-SOUTHEAST
 EP0443'OF THE CENTERLINE OF THE HIGHWAY.  NOTE=ACCESS TO THE DATUM POINT
 EP0443'IS THROUGH A 5-INCH LOGO CAP.
 EP0443'THE MARK IS 0.4 METERS  WNW FROM  A WITNESS POST AND FENCE
 EP0443'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0422 ***********************************************************************
 EP0422  DESIGNATION -  D 409
 EP0422  PID         -  EP0422
 EP0422  STATE/COUNTY-  NM/GUADALUPE
 EP0422  USGS QUAD   -  TEJON (1978)
 EP0422
 EP0422                         *CURRENT SURVEY CONTROL
 EP0422  ___________________________________________________________________
 EP0422* NAD 83(1986)-  34 35 01.     (N)    105 15 34.     (W)     SCALED    
 EP0422* NAVD 88     -      1829.037  (meters)    6000.77   (feet)  ADJUSTED  
 EP0422  ___________________________________________________________________
 EP0422  GEOID HEIGHT-         -20.64  (meters)                     GEOID03
 EP0422  DYNAMIC HT  -        1826.450 (meters)    5992.28  (feet)  COMP
 EP0422  MODELED GRAV-     979,155.3   (mgal)                       NAVD 88
 EP0422
 EP0422  VERT ORDER  -  FIRST     CLASS II
 EP0422
 EP0422.The horizontal coordinates were scaled from a topographic map and have
 EP0422.an estimated accuracy of +/- 6 seconds.
 EP0422
 EP0422.The orthometric height was determined by differential leveling
 EP0422.and adjusted by the National Geodetic Survey in June 1991..
 EP0422
 EP0422.The geoid height was determined by GEOID03.
 EP0422
 EP0422.The dynamic height is computed by dividing the NAVD 88
 EP0422.geopotential number by the normal gravity value computed on the
 EP0422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EP0422.degrees latitude (g = 980.6199 gals.).
 EP0422
 EP0422.The modeled gravity was interpolated from observed gravity values.
 EP0422
 EP0422;                    North         East    Units  Estimated Accuracy
 EP0422;SPC NM E     -   397,780.       80,040.      MT  (+/- 180 meters Scaled)
 EP0422
 EP0422                          SUPERSEDED SURVEY CONTROL
 EP0422
 EP0422.No superseded survey control is available for this station.
 EP0422
 EP0422_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDU762268(NAD 83)
 EP0422_MARKER: DB = BENCH MARK DISK
 EP0422_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EP0422_SP_SET: HEADWALL
 EP0422_STAMPING: D 409 1981
 EP0422_MARK LOGO: NGS   
 EP0422_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EP0422+STABILITY: POSITION/ELEVATION WELL
 EP0422
 EP0422  HISTORY     - Date     Condition        Report By
 EP0422  HISTORY     - 1981     MONUMENTED       NGS
 EP0422  HISTORY     - 1982     GOOD             NGS
 EP0422
 EP0422                          STATION DESCRIPTION
 EP0422
 EP0422'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 EP0422'4.4 KM (2.75 MI) WEST FROM VAUGHN.
 EP0422'3.5 KM (2.2 MI) WESTERLY ALONG U.S. HIGHWAY 60 FROM THE POST OFFICE
 EP0422'IN VAUGHN, THENCE 0.9 KM (0.55 MI) SOUTHERLY ALONG U.S. HIGHWAY 54,
 EP0422'IN TOP OF THE NORTHEAST END OF OF THE EAST CONCRETE HEADWALL OF A
 EP0422'LARGE CONCRETE HEADWALL OF A LARGE CONCRETE ARCH CULVERT UNDER THE
 EP0422'SOUTHERN PACIFIC RAILROAD TRACK.
 EP0422'THE MARK IS 4.5 M BELOW THE TRACKS.
 EP0422
 EP0422                          STATION RECOVERY (1982)
 EP0422
 EP0422'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 EP0422'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0645 ***********************************************************************
 CW0645  DESIGNATION -  D 410
 CW0645  PID         -  CW0645
 CW0645  STATE/COUNTY-  NM/OTERO
 CW0645  USGS QUAD   -  ALAMOGORDO NORTH (1981)
 CW0645
 CW0645                         *CURRENT SURVEY CONTROL
 CW0645  ___________________________________________________________________
 CW0645* NAD 83(1986)-  32 59 08.     (N)    105 59 06.     (W)     SCALED    
 CW0645* NAVD 88     -      1369.024  (meters)    4491.54   (feet)  ADJUSTED  
 CW0645  ___________________________________________________________________
 CW0645  GEOID HEIGHT-         -21.97  (meters)                     GEOID03
 CW0645  DYNAMIC HT  -        1367.010 (meters)    4484.93  (feet)  COMP
 CW0645  MODELED GRAV-     979,118.8   (mgal)                       NAVD 88
 CW0645  OBS GRAVITY -     979,118.1   (mgal)                       GRAV_OBS
 CW0645
 CW0645  VERT ORDER  -  FIRST     CLASS II
 CW0645
 CW0645.The horizontal coordinates were scaled from a topographic map and have
 CW0645.an estimated accuracy of +/- 6 seconds.
 CW0645
 CW0645.The orthometric height was determined by differential leveling
 CW0645.and adjusted by the National Geodetic Survey in June 1991..
 CW0645
 CW0645.The geoid height was determined by GEOID03.
 CW0645
 CW0645.The dynamic height is computed by dividing the NAVD 88
 CW0645.geopotential number by the normal gravity value computed on the
 CW0645.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0645.degrees latitude (g = 980.6199 gals.).
 CW0645
 CW0645.The modeled gravity was interpolated from observed gravity values.
 CW0645.The observed gravity was obtained from relative gravimeter ties
 CW0645.to the IGSN71 gravity network.
 CW0645
 CW0645;                    North         East    Units  Estimated Accuracy
 CW0645;SPC NM C     -   220,180.      524,770.      MT  (+/- 180 meters Scaled)
 CW0645
 CW0645                          SUPERSEDED SURVEY CONTROL
 CW0645
 CW0645.No superseded survey control is available for this station.
 CW0645
 CW0645_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDS079501(NAD 83)
 CW0645_MARKER: I = METAL ROD
 CW0645_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CW0645_SP_SET: STAINLESS STEEL ROD
 CW0645_STAMPING: D 410 1980
 CW0645_MARK LOGO: NGS   
 CW0645_PROJECTION: FLUSH
 CW0645_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CW0645_ROD/PIPE-DEPTH: 8.2  meters
 CW0645
 CW0645  HISTORY     - Date     Condition        Report By
 CW0645  HISTORY     - 1980     MONUMENTED       NGS
 CW0645
 CW0645                          STATION DESCRIPTION
 CW0645
 CW0645'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CW0645'10.9 KM (6.75 MI) SOUTH FROM TULAROSA.
 CW0645'10.9 KM (6.75 MI) SOUTHERLY ALONG U.S. HIGHWAY 54 FROM ITS JUNCTION
 CW0645'WITH U.S. HIGHWAY 70 IN TULAROSA,  OR 8.8 KM (5.5 MI) NORTHERLY
 CW0645'ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATION IN
 CW0645'ALAMOGORDO, THENCE 0.7 KM (0.45 MI) EAST ALONG A PAVED ROAD, THENCE
 CW0645'1.1 KM (0.7 MI) NORTHERLY ALONG U.S. HIGHWAY 54,
 CW0645'19.7 METERS (64.5 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 CW0645'15.4 METERS (50.5 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF BRIDGE
 CW0645'NUMBER 73, 6.1 METERS (20.0 FT) SOUTHWEST OF A UTILITY POLE, 5.2
 CW0645'METERS (17.0 FT) SOUTHEAST OF A FENCE CORNER AND 0.3 METER (1.0 FT)
 CW0645'NORTHEAST OF A FENCE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH
 CW0645'A 5-INCH LOGO CAP.
 CW0645'THE MARK IS 0.5 METERS  NW FROM A WITNESS POST.
 CW0645'THE MARK IS 1.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1324 ***********************************************************************
 CX1324  DESIGNATION -  D 411
 CX1324  PID         -  CX1324
 CX1324  STATE/COUNTY-  NM/OTERO
 CX1324  USGS QUAD   -  NEWMAN (1955)
 CX1324
 CX1324                         *CURRENT SURVEY CONTROL
 CX1324  ___________________________________________________________________
 CX1324* NAD 83(1986)-  32 00 05.     (N)    106 19 26.     (W)     SCALED    
 CX1324* NAVD 88     -      1219.426  (meters)    4000.73   (feet)  ADJUSTED  
 CX1324  ___________________________________________________________________
 CX1324  GEOID HEIGHT-         -23.91  (meters)                     GEOID03
 CX1324  DYNAMIC HT  -        1217.572 (meters)    3994.65  (feet)  COMP
 CX1324  MODELED GRAV-     979,077.1   (mgal)                       NAVD 88
 CX1324
 CX1324  VERT ORDER  -  FIRST     CLASS II
 CX1324
 CX1324.The horizontal coordinates were scaled from a topographic map and have
 CX1324.an estimated accuracy of +/- 6 seconds.
 CX1324
 CX1324.The orthometric height was determined by differential leveling
 CX1324.and adjusted by the National Geodetic Survey in June 1991..
 CX1324
 CX1324.The geoid height was determined by GEOID03.
 CX1324
 CX1324.The dynamic height is computed by dividing the NAVD 88
 CX1324.geopotential number by the normal gravity value computed on the
 CX1324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX1324.degrees latitude (g = 980.6199 gals.).
 CX1324
 CX1324.The modeled gravity was interpolated from observed gravity values.
 CX1324
 CX1324;                    North         East    Units  Estimated Accuracy
 CX1324;SPC NM C     -   111,020.      493,020.      MT  (+/- 180 meters Scaled)
 CX1324
 CX1324                          SUPERSEDED SURVEY CONTROL
 CX1324
 CX1324.No superseded survey control is available for this station.
 CX1324
 CX1324_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR749413(NAD 83)
 CX1324_MARKER: I = METAL ROD
 CX1324_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CX1324_SP_SET: STAINLESS STEEL ROD
 CX1324_STAMPING: D 411 1980
 CX1324_MARK LOGO: NGS   
 CX1324_PROJECTION: FLUSH
 CX1324_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CX1324_ROD/PIPE-DEPTH: 12.5 meters
 CX1324
 CX1324  HISTORY     - Date     Condition        Report By
 CX1324  HISTORY     - 1980     MONUMENTED       NGS
 CX1324
 CX1324                          STATION DESCRIPTION
 CX1324
 CX1324'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CX1324'IN NEWMAN.
 CX1324'IN NEWMAN, AT THE NEW MEXICO-TEXAS STATE LINE, 26.2 METERS (85.8 FT)
 CX1324'WEST AND ACROSS THE HIGHWAY FROM MILE POST 0, 15.5 METERS (51.0 FT)
 CX1324'NORTHWEST OF THE CENTERLINE OF U.S. HIGHWAY 54, 10.7 METERS (35.0 FT)
 CX1324'SOUTHWEST OF THE CENTER OF A GRAVELED ROAD LEADING WEST, 5.4 METERS
 CX1324'(17.6 FT) NORTHWEST OF THE NORTHWEST LEG OF A HIGHWAY INFORMATION
 CX1324'SIGN (TEXAS STATE LINE), 1.4 METERS (4.6 FT) NORTHEAST OF UTILITY
 CX1324'POLE NUMBER 13 18, AND 0.3 METERS (2.0 FT) SOUTHWEST OF THE NORTHEAST
 CX1324'CORNER OF A BRICK FENCE CORNER.  NOTE=ACCESS TO THE DATUM POINT
 CX1324'IS THROUGH A 5-INCH LOGO CAP.
 CX1324'THE MARK IS 0.5 METERS  SW FROM A WITNESS POST.
 CX1324'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1282 ***********************************************************************
 CX1282  DESIGNATION -  D 412
 CX1282  PID         -  CX1282
 CX1282  STATE/COUNTY-  NM/OTERO
 CX1282  USGS QUAD   -  TRES HERMANOS SE (1982)
 CX1282
 CX1282                         *CURRENT SURVEY CONTROL
 CX1282  ___________________________________________________________________
 CX1282* NAD 83(1986)-  32 35 54.     (N)    106 00 40.     (W)     SCALED    
 CX1282* NAVD 88     -      1226.870  (meters)    4025.16   (feet)  ADJUSTED  
 CX1282  ___________________________________________________________________
 CX1282  GEOID HEIGHT-         -22.76  (meters)                     GEOID03
 CX1282  DYNAMIC HT  -        1225.071 (meters)    4019.25  (feet)  COMP
 CX1282  MODELED GRAV-     979,130.3   (mgal)                       NAVD 88
 CX1282  OBS GRAVITY -     979,129.7   (mgal)                       GRAV_OBS
 CX1282
 CX1282  VERT ORDER  -  FIRST     CLASS II
 CX1282
 CX1282.The horizontal coordinates were scaled from a topographic map and have
 CX1282.an estimated accuracy of +/- 6 seconds.
 CX1282
 CX1282.The orthometric height was determined by differential leveling
 CX1282.and adjusted by the National Geodetic Survey in June 1991..
 CX1282
 CX1282.The geoid height was determined by GEOID03.
 CX1282
 CX1282.The dynamic height is computed by dividing the NAVD 88
 CX1282.geopotential number by the normal gravity value computed on the
 CX1282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX1282.degrees latitude (g = 980.6199 gals.).
 CX1282
 CX1282.The modeled gravity was interpolated from observed gravity values.
 CX1282.The observed gravity was obtained from relative gravimeter ties
 CX1282.to the IGSN71 gravity network.
 CX1282
 CX1282;                    North         East    Units  Estimated Accuracy
 CX1282;SPC NM C     -   177,240.      522,420.      MT  (+/- 180 meters Scaled)
 CX1282
 CX1282                          SUPERSEDED SURVEY CONTROL
 CX1282
 CX1282.No superseded survey control is available for this station.
 CX1282
 CX1282_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDS051072(NAD 83)
 CX1282_MARKER: I = METAL ROD
 CX1282_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CX1282_SP_SET: STAINLESS STEEL ROD
 CX1282_STAMPING: D 412 1980
 CX1282_MARK LOGO: NGS   
 CX1282_PROJECTION: FLUSH
 CX1282_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CX1282_ROD/PIPE-DEPTH: 4.9  meters
 CX1282
 CX1282  HISTORY     - Date     Condition        Report By
 CX1282  HISTORY     - 1980     MONUMENTED       NGS
 CX1282
 CX1282                          STATION DESCRIPTION
 CX1282
 CX1282'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CX1282'28.5 KM (17.75 MI) NORT FROM OROGANDE.
 CX1282'0.9 KM (0.55 MI ) SOUTH ALONG U.S. HIGHWAY 54 FROM THE POST OFFICE
 CX1282'IN OROGRANDE, THENCE 0.6 KM (0.4 MI) SOUTHEAST ALONG A PAVED ROAD,
 CX1282'THENCE 27.0 KM (16.8 MI) NORTHERLY ALONG THE SOUTHERN PACIFIC
 CX1282'RAILROAD, 7 POLES SOUTH OF MILE POST 1362, 3 POLES NORTH OF RAILROAD
 CX1282'SIGNALS NUMBER 13617 AND 13618, 0.3 KM (0.15 MI) NORTH OF A DIRT
 CX1282'ROAD CROSSING, 59.7 METERS (196.0 FT) EAST OF THE CENTERLINE OF
 CX1282'U.S. HIGHWAY 54, 17.0 METERS (56.0 FT) WEST OF THE NEAR RAIL AND
 CX1282'0.6 METERS 82.0 FT) WEST OF UTILITY POLE NUMBER 57F.  NOTE=ACCESS
 CX1282'TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CX1282'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 CX1282'THE MARK IS 0.9 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1340 ***********************************************************************
 CX1340  DESIGNATION -  D 413
 CX1340  PID         -  CX1340
 CX1340  STATE/COUNTY-  NM/DONA ANA
 CX1340  USGS QUAD   -  LAS CRUCES (1978)
 CX1340
 CX1340                         *CURRENT SURVEY CONTROL
 CX1340  ___________________________________________________________________
 CX1340* NAD 83(1986)-  32 18 41.     (N)    106 48 25.     (W)     SCALED    
 CX1340* NAVD 88     -      1187.706  (meters)    3896.67   (feet)  ADJUSTED  
 CX1340  ___________________________________________________________________
 CX1340  GEOID HEIGHT-         -23.99  (meters)                     GEOID03
 CX1340  DYNAMIC HT  -        1185.941 (meters)    3890.87  (feet)  COMP
 CX1340  MODELED GRAV-     979,112.5   (mgal)                       NAVD 88
 CX1340
 CX1340  VERT ORDER  -  FIRST     CLASS II
 CX1340
 CX1340.The horizontal coordinates were scaled from a topographic map and have
 CX1340.an estimated accuracy of +/- 6 seconds.
 CX1340
 CX1340.The orthometric height was determined by differential leveling
 CX1340.and adjusted by the National Geodetic Survey in June 1991..
 CX1340
 CX1340.The geoid height was determined by GEOID03.
 CX1340
 CX1340.The dynamic height is computed by dividing the NAVD 88
 CX1340.geopotential number by the normal gravity value computed on the
 CX1340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX1340.degrees latitude (g = 980.6199 gals.).
 CX1340
 CX1340.The modeled gravity was interpolated from observed gravity values.
 CX1340
 CX1340;                    North         East    Units  Estimated Accuracy
 CX1340;SPC NM C     -   145,530.      447,560.      MT  (+/- 180 meters Scaled)
 CX1340
 CX1340                          SUPERSEDED SURVEY CONTROL
 CX1340
 CX1340.No superseded survey control is available for this station.
 CX1340
 CX1340_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR298763(NAD 83)
 CX1340_MARKER: I = METAL ROD
 CX1340_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CX1340_SP_SET: STAINLESS STEEL ROD
 CX1340_STAMPING: D 413 1981
 CX1340_MARK LOGO: NGS   
 CX1340_PROJECTION: FLUSH
 CX1340_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CX1340_ROD/PIPE-DEPTH: 21.9 meters
 CX1340
 CX1340  HISTORY     - Date     Condition        Report By
 CX1340  HISTORY     - 1981     MONUMENTED       NGS
 CX1340  HISTORY     - 19961223 GOOD             USPSQD
 CX1340
 CX1340                          STATION DESCRIPTION
 CX1340
 CX1340'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CX1340'2.4 KM (1.5 MI) SW FROM LAS CRUCES.
 CX1340'0.7 KM (0.45 MI) NORTHWEST ALONG THE ATCHISON TOPEKA AND SANTA FE
 CX1340'RAILROAD FROM THE RAILROAD STATION IN LAS CRUCES, THENCE 1.7 KM
 CX1340'(1.05 MI) SOUTHWEST ALONG U. S. HIGHWAY 70 (PICACHO AVENUE), AT THE
 CX1340'INTERSECTION OF 17TH STREET, 9.2 METERS (30.2 FT) SOUTH-SOUTHWEST
 CX1340'OF THE CENTERLINE OF THE EAST BOUND LANES OF THE HIGHWAY, 7.5 METERS
 CX1340'(24.7 FT) EAST-SOUTHEAST OF THE CENTER OF 17TH STREET, 1.3 METERS
 CX1340'(4.3 FT) SOUTH-SOUTHEAST OF A UTILITY POLE WITH A GUY WIRE AND
 CX1340'1.3 METERS (4.2 FT) NORTH-NORTHEAST OF A PALM TREE.  NOTE=ACCESS
 CX1340'TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CX1340'THE MARK IS 0.4 METERS  ESE FROM A WITNESS POST.
 CX1340'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 CX1340
 CX1340                          STATION RECOVERY (1996)
 CX1340
 CX1340'RECOVERY NOTE BY US POWER SQUADRON 1996
 CX1340'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0679 ***********************************************************************
 CW0679  DESIGNATION -  D 414
 CW0679  PID         -  CW0679
 CW0679  STATE/COUNTY-  NM/EDDY
 CW0679  USGS QUAD   -  RED BLUFF (1985)
 CW0679
 CW0679                         *CURRENT SURVEY CONTROL
 CW0679  ___________________________________________________________________
 CW0679* NAD 83(1986)-  32 01 52.     (N)    104 03 36.     (W)     SCALED    
 CW0679* NAVD 88     -       903.895  (meters)    2965.53   (feet)  ADJUSTED  
 CW0679  ___________________________________________________________________
 CW0679  GEOID HEIGHT-         -25.51  (meters)                     GEOID03
 CW0679  DYNAMIC HT  -         902.568 (meters)    2961.18  (feet)  COMP
 CW0679  MODELED GRAV-     979,142.3   (mgal)                       NAVD 88
 CW0679
 CW0679  VERT ORDER  -  FIRST     CLASS II
 CW0679
 CW0679.The horizontal coordinates were scaled from a topographic map and have
 CW0679.an estimated accuracy of +/- 6 seconds.
 CW0679
 CW0679.The orthometric height was determined by differential leveling
 CW0679.and adjusted by the National Geodetic Survey in June 1991..
 CW0679
 CW0679.The geoid height was determined by GEOID03.
 CW0679
 CW0679.The dynamic height is computed by dividing the NAVD 88
 CW0679.geopotential number by the normal gravity value computed on the
 CW0679.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0679.degrees latitude (g = 980.6199 gals.).
 CW0679
 CW0679.The modeled gravity was interpolated from observed gravity values.
 CW0679
 CW0679;                    North         East    Units  Estimated Accuracy
 CW0679;SPC NM E     -   114,350.      190,820.      MT  (+/- 180 meters Scaled)
 CW0679
 CW0679                          SUPERSEDED SURVEY CONTROL
 CW0679
 CW0679.No superseded survey control is available for this station.
 CW0679
 CW0679_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SER887442(NAD 83)
 CW0679_MARKER: DB = BENCH MARK DISK
 CW0679_SETTING: 66 = SET IN ROCK OUTCROP
 CW0679_SP_SET: ROCK OUTCROP
 CW0679_STAMPING: D 414 1981
 CW0679_MARK LOGO: NGS   
 CW0679_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CW0679+STABILITY: POSITION/ELEVATION WELL
 CW0679
 CW0679  HISTORY     - Date     Condition        Report By
 CW0679  HISTORY     - 1981     MONUMENTED       NGS
 CW0679
 CW0679                          STATION DESCRIPTION
 CW0679
 CW0679'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CW0679'21.5 KM (13.35 MI) SOUT FROM MALAGA.
 CW0679'21.5 KM (13.35 MI) SOUTHERLY ALONG U.S. HIGHWAY 285 FROM THE POST
 CW0679'OFFICE IN MALAGA, 0.3 KM (0.2 MI) SOUTH OF MILE POST 3, IN THE TOP
 CW0679'CENTER OF A 3X9 FOOT EXPOSED AREA OF ROCK OUTCROPPING, 20.9 METERS
 CW0679'(68.6 FT) WEST-SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, AND
 CW0679'7.2 METERS (23.5 FT) EAST-NORTHEAST OF A FENCE.
 CW0679'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 CW0679'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0692 ***********************************************************************
 CW0692  DESIGNATION -  D 415
 CW0692  PID         -  CW0692
 CW0692  STATE/COUNTY-  NM/EDDY
 CW0692  USGS QUAD   -  CARLSBAD WEST   C (1985)
 CW0692
 CW0692                         *CURRENT SURVEY CONTROL
 CW0692  ___________________________________________________________________
 CW0692* NAD 83(1986)-  32 26 12.     (N)    104 15 04.     (W)     SCALED    
 CW0692* NAVD 88     -       959.425  (meters)    3147.71   (feet)  ADJUSTED  
 CW0692  ___________________________________________________________________
 CW0692  GEOID HEIGHT-         -24.14  (meters)                     GEOID03
 CW0692  DYNAMIC HT  -         958.064 (meters)    3143.25  (feet)  COMP
 CW0692  MODELED GRAV-     979,188.4   (mgal)                       NAVD 88
 CW0692
 CW0692  VERT ORDER  -  FIRST     CLASS II
 CW0692
 CW0692.The horizontal coordinates were scaled from a topographic map and have
 CW0692.an estimated accuracy of +/- 6 seconds.
 CW0692
 CW0692.The orthometric height was determined by differential leveling
 CW0692.and adjusted by the National Geodetic Survey in June 1991..
 CW0692
 CW0692.The geoid height was determined by GEOID03.
 CW0692
 CW0692.The dynamic height is computed by dividing the NAVD 88
 CW0692.geopotential number by the normal gravity value computed on the
 CW0692.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0692.degrees latitude (g = 980.6199 gals.).
 CW0692
 CW0692.The modeled gravity was interpolated from observed gravity values.
 CW0692
 CW0692;                    North         East    Units  Estimated Accuracy
 CW0692;SPC NM E     -   159,290.      172,730.      MT  (+/- 180 meters Scaled)
 CW0692
 CW0692                          SUPERSEDED SURVEY CONTROL
 CW0692
 CW0692.No superseded survey control is available for this station.
 CW0692
 CW0692_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SER704890(NAD 83)
 CW0692_MARKER: DB = BENCH MARK DISK
 CW0692_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CW0692_SP_SET: ABUTMENT
 CW0692_STAMPING: D 415 1982
 CW0692_MARK LOGO: NGS   
 CW0692_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CW0692
 CW0692  HISTORY     - Date     Condition        Report By
 CW0692  HISTORY     - 1982     MONUMENTED       NGS
 CW0692
 CW0692                          STATION DESCRIPTION
 CW0692
 CW0692'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CW0692'3.9 KM (2.4 MI) NW FROM CARLSBAD.
 CW0692'3.9 KM (2.4 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 285 FROM ITS
 CW0692'JUNCTION WITH U.S. HIGHWAY 180 AND 62 IN CARLSBAD, IN TOP OF AND 0.9
 CW0692'METER (3.0 FT) SOUTH OF THE NORTH EDGE OF THE EAST CONCRETE ABUTMENT
 CW0692'OF A HIGHWAY BRIDGE OVER A CANAL AND 4.8 METERS (15.7 FT) NORTH OF THE
 CW0692'CENTERLINE OF THE WEST BOUND LANES OF THE HIGHWAY.
 CW0692'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0716 ***********************************************************************
 CW0716  DESIGNATION -  D 416
 CW0716  PID         -  CW0716
 CW0716  STATE/COUNTY-  NM/EDDY
 CW0716  USGS QUAD   -  ARTESIA (1975)
 CW0716
 CW0716                         *CURRENT SURVEY CONTROL
 CW0716  ___________________________________________________________________
 CW0716* NAD 83(1986)-  32 47 03.     (N)    104 23 25.     (W)     SCALED    
 CW0716* NAVD 88     -      1027.543  (meters)    3371.20   (feet)  ADJUSTED  
 CW0716  ___________________________________________________________________
 CW0716  GEOID HEIGHT-         -23.21  (meters)                     GEOID03
 CW0716  DYNAMIC HT  -        1026.117 (meters)    3366.52  (feet)  COMP
 CW0716  MODELED GRAV-     979,215.1   (mgal)                       NAVD 88
 CW0716
 CW0716  VERT ORDER  -  FIRST     CLASS II
 CW0716
 CW0716.The horizontal coordinates were scaled from a topographic map and have
 CW0716.an estimated accuracy of +/- 6 seconds.
 CW0716
 CW0716.The orthometric height was determined by differential leveling
 CW0716.and adjusted by the National Geodetic Survey in June 1991..
 CW0716
 CW0716.The geoid height was determined by GEOID03.
 CW0716
 CW0716.The dynamic height is computed by dividing the NAVD 88
 CW0716.geopotential number by the normal gravity value computed on the
 CW0716.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0716.degrees latitude (g = 980.6199 gals.).
 CW0716
 CW0716.The modeled gravity was interpolated from observed gravity values.
 CW0716
 CW0716;                    North         East    Units  Estimated Accuracy
 CW0716;SPC NM E     -   197,820.      159,670.      MT  (+/- 180 meters Scaled)
 CW0716
 CW0716                          SUPERSEDED SURVEY CONTROL
 CW0716
 CW0716.No superseded survey control is available for this station.
 CW0716
 CW0716_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES570275(NAD 83)
 CW0716_MARKER: I = METAL ROD
 CW0716_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CW0716_SP_SET: STAINLESS STEEL ROD
 CW0716_STAMPING: D 416 1982
 CW0716_MARK LOGO: NGS   
 CW0716_PROJECTION: FLUSH
 CW0716_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CW0716_ROD/PIPE-DEPTH: 4.6  meters
 CW0716
 CW0716  HISTORY     - Date     Condition        Report By
 CW0716  HISTORY     - 1982     MONUMENTED       NGS
 CW0716
 CW0716                          STATION DESCRIPTION
 CW0716
 CW0716'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CW0716'6.6 KM (4.1 MI) SOUTH FROM ARTESIA.
 CW0716'6.6 KM (4.1 MI) SOUTHERLY ALONG THE SANTA FE RAILROAD FROM THE
 CW0716'RAILROAD STATION IN ARTESIA, 35.4 METERS (116.1 FT) NORTHEAST OF
 CW0716'MILEPOST 154, 23.9 METERS (78.4 FT) EAST OF THE NEAR RAIL, 8.8 METERS
 CW0716'(28.9 FT) SOUTH OF THE CENTER OF COUNTY ROAD 50, 5.8 METERS (19.0 FT)
 CW0716'WEST OF A FENCE CORNER AND 1.3 METERS (4.3 FT) SOUTH OF A UTILITY POLE
 CW0716'WITH 2 GUY WIRES.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 CW0716'LOGO CAP.
 CW0716'THE MARK IS 0.4 METERS  N FROM A WITNESS POST.
 CW0716'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0598 ***********************************************************************
 CV0598  DESIGNATION -  D 417
 CV0598  PID         -  CV0598
 CV0598  STATE/COUNTY-  NM/EDDY
 CV0598  USGS QUAD   -  LOS MEDANOS (1985)
 CV0598
 CV0598                         *CURRENT SURVEY CONTROL
 CV0598  ___________________________________________________________________
 CV0598* NAD 83(1986)-  32 22 27.     (N)    103 45 02.     (W)     SCALED    
 CV0598* NAVD 88     -      1081.340  (meters)    3547.70   (feet)  ADJUSTED  
 CV0598  ___________________________________________________________________
 CV0598  GEOID HEIGHT-         -24.28  (meters)                     GEOID03
 CV0598  DYNAMIC HT  -        1079.774 (meters)    3542.56  (feet)  COMP
 CV0598  MODELED GRAV-     979,154.3   (mgal)                       NAVD 88
 CV0598
 CV0598  VERT ORDER  -  FIRST     CLASS I
 CV0598
 CV0598.The horizontal coordinates were scaled from a topographic map and have
 CV0598.an estimated accuracy of +/- 6 seconds.
 CV0598
 CV0598.The orthometric height was determined by differential leveling
 CV0598.and adjusted by the National Geodetic Survey in June 1991..
 CV0598
 CV0598.The geoid height was determined by GEOID03.
 CV0598
 CV0598.The dynamic height is computed by dividing the NAVD 88
 CV0598.geopotential number by the normal gravity value computed on the
 CV0598.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0598.degrees latitude (g = 980.6199 gals.).
 CV0598
 CV0598.The modeled gravity was interpolated from observed gravity values.
 CV0598
 CV0598;                    North         East    Units  Estimated Accuracy
 CV0598;SPC NM E     -   152,510.      219,840.      MT  (+/- 180 meters Scaled)
 CV0598
 CV0598                          SUPERSEDED SURVEY CONTROL
 CV0598
 CV0598  NGVD 29 (??/??/92) 1080.841  (m)         3546.06   (f) ADJ UNCH    1 1
 CV0598
 CV0598.Superseded values are not recommended for survey control.
 CV0598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0598.See file dsdata.txt to determine how the superseded data were derived.
 CV0598
 CV0598_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFR175825(NAD 83)
 CV0598_MARKER: DB = BENCH MARK DISK
 CV0598_SETTING: 0 = UNSPECIFIED SETTING
 CV0598_STAMPING: D 417 1981
 CV0598_MARK LOGO: NGS   
 CV0598_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CV0598+STABILITY: POSITION/ELEVATION WELL
 CV0598
 CV0598  HISTORY     - Date     Condition        Report By
 CV0598  HISTORY     - 1981     MONUMENTED       NGS
 CV0598
 CV0598                          STATION DESCRIPTION
 CV0598
 CV0598'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CV0598'68.1 KM (42.25 MI) EAST FROM CARLSBAD.
 CV0598'27.7 KM (17.2 MI) NORTHEAST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE
 CV0598'EAST END OF THE BATAAN BRIDGE OVER THE PECOS RIVER, THENCE 12.6 KM
 CV0598'(7.8 MI) SOUTH ALONG STATE HIGHWAY 31, THENCE 8.1 KM (5.05 MI) EAST
 CV0598'ALONG A DIRT ROAD, THENCE 6.0 KM (3.7 MI) SOUTH ALONG A DIRT ROAD,
 CV0598'THENCE 9.0 KM (5.6 MI) EAST ALONG A PIPELINE ROAD, THENCE 1.0 KM
 CV0598'(0.6 MI) SOUTH ALONG A DIRT ROAD, THENCE 1.7 KM (1.05 MI) SOUTHEAST
 CV0598'ALONG A DIRT ROAD, THENCE 0.8 KM (0.5 MI) EAST ALONG A DIRT ROAD,
 CV0598'THENCE 0.5 KM (0.3 MI) NORTH ALONG A DIRT ROAD, THENCE 0.7 KM (0.45
 CV0598'MI) EAST ALONG A DIRT ROAD, AT THE EAST END OF THE ROAD, AT A DIRT
 CV0598'PAD AROUND ERDA POTASH DRILL HOLE P 19, A DISK CEMENTED IN THE TOP
 CV0598'OF A 3-INCH IRON PIPE, 3.7 METERS (12.0 FT) SOUTH OF THE EXTENDED
 CV0598'CENTERLINE OF THE ROAD.  NOTE=THE DISK WAS PUT IN THE SAME DRILL HOLE
 CV0598'THAT BENCH MARK T 349 1977 WAS IN.
 CV0598'THE MARK IS 0.3 M ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0765 ***********************************************************************
 DR0765  DESIGNATION -  D 418
 DR0765  PID         -  DR0765
 DR0765  STATE/COUNTY-  NM/CHAVES
 DR0765  USGS QUAD   -  MELENA (1982)
 DR0765
 DR0765                         *CURRENT SURVEY CONTROL
 DR0765  ___________________________________________________________________
 DR0765* NAD 83(1986)-  33 31 09.     (N)    104 25 07.     (W)     SCALED    
 DR0765* NAVD 88     -      1088.803  (meters)    3572.18   (feet)  ADJUSTED  
 DR0765  ___________________________________________________________________
 DR0765  GEOID HEIGHT-         -23.25  (meters)                     GEOID03
 DR0765  DYNAMIC HT  -        1087.341 (meters)    3567.38  (feet)  COMP
 DR0765  MODELED GRAV-     979,257.7   (mgal)                       NAVD 88
 DR0765
 DR0765  VERT ORDER  -  FIRST     CLASS II
 DR0765
 DR0765.The horizontal coordinates were scaled from a topographic map and have
 DR0765.an estimated accuracy of +/- 6 seconds.
 DR0765
 DR0765.The orthometric height was determined by differential leveling
 DR0765.and adjusted by the National Geodetic Survey in June 1991..
 DR0765
 DR0765.The geoid height was determined by GEOID03.
 DR0765
 DR0765.The dynamic height is computed by dividing the NAVD 88
 DR0765.geopotential number by the normal gravity value computed on the
 DR0765.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0765.degrees latitude (g = 980.6199 gals.).
 DR0765
 DR0765.The modeled gravity was interpolated from observed gravity values.
 DR0765
 DR0765;                    North         East    Units  Estimated Accuracy
 DR0765;SPC NM E     -   279,330.      157,080.      MT  (+/- 180 meters Scaled)
 DR0765
 DR0765                          SUPERSEDED SURVEY CONTROL
 DR0765
 DR0765.No superseded survey control is available for this station.
 DR0765
 DR0765_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SET539089(NAD 83)
 DR0765_MARKER: I = METAL ROD
 DR0765_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DR0765_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 DR0765_STAMPING: D 418 1982
 DR0765_MARK LOGO: NGS   
 DR0765_PROJECTION: FLUSH
 DR0765_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DR0765+STABILITY: POSITION/ELEVATION WELL
 DR0765_ROD/PIPE-DEPTH: 13.4 meters
 DR0765_SLEEVE-DEPTH  : 9.1 meters
 DR0765
 DR0765  HISTORY     - Date     Condition        Report By
 DR0765  HISTORY     - 1982     MONUMENTED       NGS
 DR0765
 DR0765                          STATION DESCRIPTION
 DR0765
 DR0765'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 DR0765'16.7 KM (10.35 MI) NE FROM ROSWELL.
 DR0765'16.7 KM (10.35 MI) NORTHEASTERLY ALONG THE SANTA FE RAILROAD FROM THE
 DR0765'RAILROAD STATION IN ROSWELL, 0.8 KM (0.5 MI) SOUTHWEST OF MILEPOST 97,
 DR0765'29.0 METERS (95.1 FT) NORTHWEST OF THE NEAR RAIL, 6.2 METERS (20.3 FT)
 DR0765'WEST OF A UTILITY POLE AND 2.1 METERS (6.9 FT) SOUTHWEST OF A POLE.
 DR0765'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 DR0765'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 DR0765'THE MARK IS 0.3 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0751 ***********************************************************************
 CV0751  DESIGNATION -  D 419
 CV0751  PID         -  CV0751
 CV0751  STATE/COUNTY-  NM/EDDY
 CV0751  USGS QUAD   -  LIVINGSTON RIDGE (1985)
 CV0751
 CV0751                         *CURRENT SURVEY CONTROL
 CV0751  ___________________________________________________________________
 CV0751* NAD 83(1986)-  32 23 56.     (N)    103 47 26.     (W)     SCALED    
 CV0751* NAVD 88     -      1043.916  (meters)    3424.91   (feet)  ADJUSTED  
 CV0751  ___________________________________________________________________
 CV0751  GEOID HEIGHT-         -24.26  (meters)                     GEOID03
 CV0751  DYNAMIC HT  -        1042.413 (meters)    3419.98  (feet)  COMP
 CV0751  MODELED GRAV-     979,163.2   (mgal)                       NAVD 88
 CV0751
 CV0751  VERT ORDER  -  FIRST     CLASS I
 CV0751
 CV0751.The horizontal coordinates were scaled from a topographic map and have
 CV0751.an estimated accuracy of +/- 6 seconds.
 CV0751
 CV0751.The orthometric height was determined by differential leveling
 CV0751.and adjusted by the National Geodetic Survey in June 1991..
 CV0751
 CV0751.The geoid height was determined by GEOID03.
 CV0751
 CV0751.The dynamic height is computed by dividing the NAVD 88
 CV0751.geopotential number by the normal gravity value computed on the
 CV0751.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0751.degrees latitude (g = 980.6199 gals.).
 CV0751
 CV0751.The modeled gravity was interpolated from observed gravity values.
 CV0751
 CV0751;                    North         East    Units  Estimated Accuracy
 CV0751;SPC NM E     -   155,230.      216,060.      MT  (+/- 180 meters Scaled)
 CV0751
 CV0751                          SUPERSEDED SURVEY CONTROL
 CV0751
 CV0751  NGVD 29 (??/??/92) 1043.418  (m)         3423.28   (f) ADJ UNCH    1 1
 CV0751
 CV0751.Superseded values are not recommended for survey control.
 CV0751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0751.See file dsdata.txt to determine how the superseded data were derived.
 CV0751
 CV0751_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFR137852(NAD 83)
 CV0751_MARKER: I = METAL ROD
 CV0751_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CV0751+WITH SETTING: INFORMATION.
 CV0751_SP_SET: SHALLOW SET METAL ROD
 CV0751_STAMPING: D 419 1982
 CV0751_MARK LOGO: NGS   
 CV0751_PROJECTION: FLUSH
 CV0751_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CV0751_ROD/PIPE-DEPTH: 2.4  meters
 CV0751
 CV0751  HISTORY     - Date     Condition        Report By
 CV0751  HISTORY     - 1982     MONUMENTED       NGS
 CV0751  HISTORY     - 1983     GOOD             NGS
 CV0751
 CV0751                          STATION DESCRIPTION
 CV0751
 CV0751'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CV0751'62.9 KM (39.1 MI) EAST FROM CARLSBAD.
 CV0751'27.7 KM (17.2 MI) NORTHEASTERLY ALONG U. S. HIGHWAY 62 AND 180 FROM
 CV0751'THE EAST END OF THE BATAAN BRIDGE OVER THE PECOS RIVER IN CARLSBAD,
 CV0751'THENCE 12.6 KM (7.85 MI) SOUTHERLY ALONG STATE HIGHWAY 31, THENCE 8.1
 CV0751'KM (5.05 MI) EASTERLY ALONG A DIRT ROAD, THENCE 6.0 KM (3.75 MI)
 CV0751'SOUTHERLY ALONG A DIRT ROAD, THENCE 7.2 KM (4.45 MI) EASTERLY ALONG A
 CV0751'PIPELINE ROAD, THENCE 1.3 KM (0.8 MI) NORTHERLY ALONG A DIRT ROAD,
 CV0751'25.0 METERS (82.0 FT) SOUTH OF THE CENTER OF A SIDE ROAD LEADING EAST
 CV0751'AND 17.7 METERS (58.1 FT) EAST OF THE CENTER OF THE ROAD.
 CV0751'NOTE=REFUSAL WAS REACHED AT 8.0 FT.  ACCESS TO THE DATUM POINT IS
 CV0751'THROUGH A 5-INCH LOGO CAP.
 CV0751'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 CV0751'THE MARK IS 0.6 M ABOVE THE ROAD.
 CV0751
 CV0751                          STATION RECOVERY (1983)
 CV0751
 CV0751'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CV0751'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0183 ***********************************************************************
 DT0183  DESIGNATION -  D 42
 DT0183  PID         -  DT0183
 DT0183  STATE/COUNTY-  NM/CATRON
 DT0183  USGS QUAD   -  BULL BASIN (1965)
 DT0183
 DT0183                         *CURRENT SURVEY CONTROL
 DT0183  ___________________________________________________________________
 DT0183* NAD 83(1986)-  33 43 30.     (N)    108 55 48.     (W)     SCALED    
 DT0183* NAVD 88     -      2331.651  (meters)    7649.76   (feet)  ADJUSTED  
 DT0183  ___________________________________________________________________
 DT0183  GEOID HEIGHT-         -22.66  (meters)                     GEOID03
 DT0183  DYNAMIC HT  -        2327.905 (meters)    7637.47  (feet)  COMP
 DT0183  MODELED GRAV-     978,945.8   (mgal)                       NAVD 88
 DT0183
 DT0183  VERT ORDER  -  FIRST     CLASS II
 DT0183
 DT0183.The horizontal coordinates were scaled from a topographic map and have
 DT0183.an estimated accuracy of +/- 6 seconds.
 DT0183
 DT0183.The orthometric height was determined by differential leveling
 DT0183.and adjusted by the National Geodetic Survey in June 1991..
 DT0183
 DT0183.The geoid height was determined by GEOID03.
 DT0183
 DT0183.The dynamic height is computed by dividing the NAVD 88
 DT0183.geopotential number by the normal gravity value computed on the
 DT0183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0183.degrees latitude (g = 980.6199 gals.).
 DT0183
 DT0183.The modeled gravity was interpolated from observed gravity values.
 DT0183
 DT0183;                    North         East    Units  Estimated Accuracy
 DT0183;SPC NM W     -   302,700.      728,370.      MT  (+/- 180 meters Scaled)
 DT0183
 DT0183                          SUPERSEDED SURVEY CONTROL
 DT0183
 DT0183  NGVD 29 (??/??/92) 2330.670  (m)         7646.54   (f) ADJ UNCH    1 2
 DT0183
 DT0183.Superseded values are not recommended for survey control.
 DT0183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0183.See file dsdata.txt to determine how the superseded data were derived.
 DT0183
 DT0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC917335(NAD 83)
 DT0183_MARKER: DB = BENCH MARK DISK
 DT0183_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DT0183_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DT0183_STAMPING: D 42 1934
 DT0183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DT0183+STABILITY: SURFACE MOTION
 DT0183
 DT0183  HISTORY     - Date     Condition        Report By
 DT0183  HISTORY     - 1934     MONUMENTED       CGS
 DT0183  HISTORY     - 1965     GOOD             USGS
 DT0183
 DT0183                          STATION DESCRIPTION
 DT0183
 DT0183'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 DT0183'IN LUNA.
 DT0183'LUNA, FROM MORMON CHURCH, 7.5 MILES SOUTH ALONG STATE HIGHWAY 180 TO
 DT0183'THE JUNCTION OF A DIRT ROAD SOUTH EAST.  THENCE 0.54 MILES SOUTH EAST
 DT0183'ALONG DIRT ROAD.  ABOUT 30 FT. EAST OF THE CENTERLINE OF THE ROAD AND
 DT0183'30 FT. SOUTH OF A DRAIN.  A STANDARD DISK STAMPED D 42 1934 AND SET IN
 DT0183'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0499 ***********************************************************************
 EO0499  DESIGNATION -  D 421
 EO0499  PID         -  EO0499
 EO0499  STATE/COUNTY-  NM/ROOSEVELT
 EO0499  USGS QUAD   -  PORTALES (1985)
 EO0499
 EO0499                         *CURRENT SURVEY CONTROL
 EO0499  ___________________________________________________________________
 EO0499* NAD 83(1986)-  34 10 30.     (N)    103 21 22.     (W)     SCALED    
 EO0499* NAVD 88     -      1223.626  (meters)    4014.51   (feet)  ADJUSTED  
 EO0499  ___________________________________________________________________
 EO0499  GEOID HEIGHT-         -22.88  (meters)                     GEOID03
 EO0499  DYNAMIC HT  -        1222.051 (meters)    4009.35  (feet)  COMP
 EO0499  MODELED GRAV-     979,305.9   (mgal)                       NAVD 88
 EO0499
 EO0499  VERT ORDER  -  FIRST     CLASS II
 EO0499
 EO0499.The horizontal coordinates were scaled from a topographic map and have
 EO0499.an estimated accuracy of +/- 6 seconds.
 EO0499
 EO0499.The orthometric height was determined by differential leveling
 EO0499.and adjusted by the National Geodetic Survey in June 1991..
 EO0499
 EO0499.The geoid height was determined by GEOID03.
 EO0499
 EO0499.The dynamic height is computed by dividing the NAVD 88
 EO0499.geopotential number by the normal gravity value computed on the
 EO0499.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0499.degrees latitude (g = 980.6199 gals.).
 EO0499
 EO0499.The modeled gravity was interpolated from observed gravity values.
 EO0499
 EO0499;                    North         East    Units  Estimated Accuracy
 EO0499;SPC NM E     -   352,500.      255,090.      MT  (+/- 180 meters Scaled)
 EO0499
 EO0499                          SUPERSEDED SURVEY CONTROL
 EO0499
 EO0499.No superseded survey control is available for this station.
 EO0499
 EO0499_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFT515827(NAD 83)
 EO0499_MARKER: I = METAL ROD
 EO0499_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 EO0499+WITH SETTING: INFORMATION.
 EO0499_SP_SET: SHALLOW SET METAL ROD
 EO0499_STAMPING: D 421 1982
 EO0499_MARK LOGO: NGS   
 EO0499_PROJECTION: FLUSH
 EO0499_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EO0499_ROD/PIPE-DEPTH: 1.8  meters
 EO0499
 EO0499  HISTORY     - Date     Condition        Report By
 EO0499  HISTORY     - 1982     MONUMENTED       NGS
 EO0499
 EO0499                          STATION DESCRIPTION
 EO0499
 EO0499'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 EO0499'2.2 KM (1.35 MI) SW FROM PORTALES.
 EO0499'2.2 KM (1.35 MI) SOUTHWESTERLY ALONG THE SANTA FE RAILROAD FROM THE
 EO0499'RAILROAD STATION IN PORTALES, 0.2 KM (0.1 MI) SOUTHWEST OF HIGHWAY
 EO0499'MILEPOST 423, 23.9 METERS (78.4 FT) SOUTHEAST OF THE NEAR RAIL, 15.1
 EO0499'METERS (49.5 FT) NORTHWEST OF THE CENTERLINE OF THE SOUTHWEST BOUND
 EO0499'LANES OF U.S. HIGHWAY 70 AND 1.5 METERS (4.9 FT) NORTHEAST OF A
 EO0499'UTILITY POLE.  NOTE=REFUSAL WAS REACHED AT 6.0 FT.  ACCESS TO THE
 EO0499'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 EO0499'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 EO0499'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0649 ***********************************************************************
 EQ0649  DESIGNATION -  D 423
 EQ0649  PID         -  EQ0649
 EQ0649  STATE/COUNTY-  NM/SOCORRO
 EQ0649  USGS QUAD   -  VEGUITA (1991)
 EQ0649
 EQ0649                         *CURRENT SURVEY CONTROL
 EQ0649  ___________________________________________________________________
 EQ0649* NAD 83(1986)-  34 31 04.     (N)    106 47 57.     (W)     SCALED    
 EQ0649* NAVD 88     -      1452.256  (meters)    4764.61   (feet)  ADJUSTED  
 EQ0649  ___________________________________________________________________
 EQ0649  GEOID HEIGHT-         -21.85  (meters)                     GEOID03
 EQ0649  DYNAMIC HT  -        1450.249 (meters)    4758.03  (feet)  COMP
 EQ0649  MODELED GRAV-     979,202.8   (mgal)                       NAVD 88
 EQ0649
 EQ0649  VERT ORDER  -  FIRST     CLASS II
 EQ0649
 EQ0649.The horizontal coordinates were scaled from a topographic map and have
 EQ0649.an estimated accuracy of +/- 6 seconds.
 EQ0649
 EQ0649.The orthometric height was determined by differential leveling
 EQ0649.and adjusted by the National Geodetic Survey in June 1991..
 EQ0649
 EQ0649.The geoid height was determined by GEOID03.
 EQ0649
 EQ0649.The dynamic height is computed by dividing the NAVD 88
 EQ0649.geopotential number by the normal gravity value computed on the
 EQ0649.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0649.degrees latitude (g = 980.6199 gals.).
 EQ0649
 EQ0649.The modeled gravity was interpolated from observed gravity values.
 EQ0649
 EQ0649;                    North         East    Units  Estimated Accuracy
 EQ0649;SPC NM C     -   390,220.      449,580.      MT  (+/- 180 meters Scaled)
 EQ0649
 EQ0649                          SUPERSEDED SURVEY CONTROL
 EQ0649
 EQ0649.No superseded survey control is available for this station.
 EQ0649
 EQ0649_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU348210(NAD 83)
 EQ0649_MARKER: I = METAL ROD
 EQ0649_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EQ0649_SP_SET: STAINLESS STEEL ROD
 EQ0649_STAMPING: D 423 1982
 EQ0649_MARK LOGO: NGS   
 EQ0649_PROJECTION: FLUSH
 EQ0649_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EQ0649_ROD/PIPE-DEPTH: 17.1 meters
 EQ0649
 EQ0649  HISTORY     - Date     Condition        Report By
 EQ0649  HISTORY     - 1982     MONUMENTED       NGS
 EQ0649
 EQ0649                          STATION DESCRIPTION
 EQ0649
 EQ0649'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 EQ0649'11.4 KM (7.1 MI) NORTH FROM BERNARDO.
 EQ0649'11.4 KM (7.1 MI) NORTHERLY ALONG STATE HIGHWAY 116 FROM ITS JUNCTION
 EQ0649'WITH U. S. HIGHWAY 60 IN BERNARDO, AT THE SABINAL SIDING OF THE SANTA
 EQ0649'FE RAILROAD, 46.6 METERS (152.9 FT) EAST OF THE CENTERLINE OF THE
 EQ0649'HIGHWAY, 16.8 METERS (55.1 FT) EAST OF THE NEAR RAIL, 8.8 METERS (28.9
 EQ0649'FT) NORTH OF THE CENTER OF A DIRT ROAD AND 3.2 METERS (10.5 FT) SOUTH
 EQ0649'OF A UTILITY POLE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 EQ0649'LOGO CAP.
 EQ0649'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST AND FENCE
 EQ0649'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0661 ***********************************************************************
 EQ0661  DESIGNATION -  D 424
 EQ0661  PID         -  EQ0661
 EQ0661  STATE/COUNTY-  NM/VALENCIA
 EQ0661  USGS QUAD   -  LOS LUNAS (1991)
 EQ0661
 EQ0661                         *CURRENT SURVEY CONTROL
 EQ0661  ___________________________________________________________________
 EQ0661* NAD 83(1986)-  34 45 15.     (N)    106 44 50.     (W)     SCALED    
 EQ0661* NAVD 88     -      1472.880  (meters)    4832.27   (feet)  ADJUSTED  
 EQ0661  ___________________________________________________________________
 EQ0661  GEOID HEIGHT-         -21.86  (meters)                     GEOID03
 EQ0661  DYNAMIC HT  -        1470.841 (meters)    4825.58  (feet)  COMP
 EQ0661  MODELED GRAV-     979,200.0   (mgal)                       NAVD 88
 EQ0661
 EQ0661  VERT ORDER  -  FIRST     CLASS II
 EQ0661
 EQ0661.The horizontal coordinates were scaled from a topographic map and have
 EQ0661.an estimated accuracy of +/- 6 seconds.
 EQ0661
 EQ0661.The orthometric height was determined by differential leveling
 EQ0661.and adjusted by the National Geodetic Survey in June 1991..
 EQ0661
 EQ0661.The geoid height was determined by GEOID03.
 EQ0661
 EQ0661.The dynamic height is computed by dividing the NAVD 88
 EQ0661.geopotential number by the normal gravity value computed on the
 EQ0661.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0661.degrees latitude (g = 980.6199 gals.).
 EQ0661
 EQ0661.The modeled gravity was interpolated from observed gravity values.
 EQ0661
 EQ0661;                    North         East    Units  Estimated Accuracy
 EQ0661;SPC NM C     -   416,420.      454,480.      MT  (+/- 180 meters Scaled)
 EQ0661
 EQ0661                          SUPERSEDED SURVEY CONTROL
 EQ0661
 EQ0661  NGVD 29 (??/??/92) 1472.118  (m)         4829.77   (f) ADJ UNCH    1 2
 EQ0661
 EQ0661.Superseded values are not recommended for survey control.
 EQ0661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0661.See file dsdata.txt to determine how the superseded data were derived.
 EQ0661
 EQ0661_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU400471(NAD 83)
 EQ0661_MARKER: I = METAL ROD
 EQ0661_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EQ0661_SP_SET: STAINLESS STEEL ROD
 EQ0661_STAMPING: D 424 1982
 EQ0661_MARK LOGO: NGS   
 EQ0661_PROJECTION: FLUSH
 EQ0661_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EQ0661_ROD/PIPE-DEPTH: 21.9 meters
 EQ0661
 EQ0661  HISTORY     - Date     Condition        Report By
 EQ0661  HISTORY     - 1982     MONUMENTED       NGS
 EQ0661
 EQ0661                          STATION DESCRIPTION
 EQ0661
 EQ0661'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 EQ0661'38.4 KM (23.85 MI) SOUT FROM ALBUQUERQUE.
 EQ0661'38.4 KM (23.85 MI) SOUTHERLY ALONG THE SANTA FE RAILROAD FROM THE
 EQ0661'RAILROAD STATION IN ALBUQUERQUE, OR 25.4 KM (15.8 MI) NORTHERLY ALONG
 EQ0661'STATE HIGHWAY 116 FROM ITS JUNCTION WITH U. S. HIGHWAY 60 IN BERNARDO,
 EQ0661'THENCE 13.2 KM (8.2 MI) NORTHERLY ALONG U. S. HIGHWAY 85, 24.6 METERS
 EQ0661'(80.7 FT) NORTH OF THE CENTER OF A PAVED ROAD, 15.4 METERS (50.5 FT)
 EQ0661'SOUTHEAST OF MILEPOST 926, 10.6 METERS (34.8 FT) EAST OF THE NEAR
 EQ0661'RAIL, AND 1.1 METERS (3.6 FT) SOUTH OF A UTILITY POLE NUMBER E 19.
 EQ0661'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 EQ0661'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 EQ0661'THE MARK IS 1.5 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0839 ***********************************************************************
 FO0839  DESIGNATION -  D 425
 FO0839  PID         -  FO0839
 FO0839  STATE/COUNTY-  NM/BERNALILLO
 FO0839  USGS QUAD   -  CANONCITO SCHOOL (1971)
 FO0839
 FO0839                         *CURRENT SURVEY CONTROL
 FO0839  ___________________________________________________________________
 FO0839* NAD 83(1986)-  35 00 46.     (N)    107 01 10.     (W)     SCALED    
 FO0839* NAVD 88     -      1671.648  (meters)    5484.40   (feet)  ADJUSTED  
 FO0839  ___________________________________________________________________
 FO0839  GEOID HEIGHT-         -21.40  (meters)                     GEOID03
 FO0839  DYNAMIC HT  -        1669.353 (meters)    5476.87  (feet)  COMP
 FO0839  MODELED GRAV-     979,202.6   (mgal)                       NAVD 88
 FO0839
 FO0839  VERT ORDER  -  FIRST     CLASS II
 FO0839
 FO0839.The horizontal coordinates were scaled from a topographic map and have
 FO0839.an estimated accuracy of +/- 6 seconds.
 FO0839
 FO0839.The orthometric height was determined by differential leveling
 FO0839.and adjusted by the National Geodetic Survey in June 1991..
 FO0839
 FO0839.The geoid height was determined by GEOID03.
 FO0839
 FO0839.The dynamic height is computed by dividing the NAVD 88
 FO0839.geopotential number by the normal gravity value computed on the
 FO0839.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0839.degrees latitude (g = 980.6199 gals.).
 FO0839
 FO0839.The modeled gravity was interpolated from observed gravity values.
 FO0839
 FO0839;                    North         East    Units  Estimated Accuracy
 FO0839;SPC NM C     -   445,260.      429,780.      MT  (+/- 180 meters Scaled)
 FO0839
 FO0839                          SUPERSEDED SURVEY CONTROL
 FO0839
 FO0839.No superseded survey control is available for this station.
 FO0839
 FO0839_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU157763(NAD 83)
 FO0839_MARKER: I = METAL ROD
 FO0839_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FO0839+WITH SETTING: INFORMATION.
 FO0839_SP_SET: SHALLOW SET METAL ROD
 FO0839_STAMPING: D 425 1982
 FO0839_MARK LOGO: NGS   
 FO0839_PROJECTION: FLUSH
 FO0839_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FO0839_ROD/PIPE-DEPTH: 2.4  meters
 FO0839
 FO0839  HISTORY     - Date     Condition        Report By
 FO0839  HISTORY     - 1982     MONUMENTED       NGS
 FO0839
 FO0839                          STATION DESCRIPTION
 FO0839
 FO0839'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FO0839'31.0 KM (19.25 MI) SW FROM ALBUQUERQUE.
 FO0839'31.0 KM (19.25 MI) SOUTHWESTERLY ALONG INTERSTATE HIGHWAY 40 FROM ITS
 FO0839'JUNCTION WITH STATE HIGHWAY 448 AT THE NORTHWEST EDGE OF ALBUQUERQUE,
 FO0839'0.3 KM (0.2 MI) SOUTHWEST OF MILEPOST 136 AND 32.3 METERS (106.0 FT)
 FO0839'SOUTHEAST OF THE CENTERLINE OF THE NORTHEAST BOUND LANES OF THE
 FO0839'HIGHWAY.  NOTE=REFUSAL WAS REACHED AT 8.0 FT.  ACCESS TO THE DATUM
 FO0839'POINT IS THROUGH A 5-INCH LOGO CAP.
 FO0839'THE MARK IS 0.3 METERS  NW FROM  A FENCE AND WITNESS POST
 FO0839'THE MARK IS 1.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0850 ***********************************************************************
 FO0850  DESIGNATION -  D 426
 FO0850  PID         -  FO0850
 FO0850  STATE/COUNTY-  NM/CIBOLA
 FO0850  USGS QUAD   -  CUBERO (1971)
 FO0850
 FO0850                         *CURRENT SURVEY CONTROL
 FO0850  ___________________________________________________________________
 FO0850* NAD 83(1986)-  35 03 30.     (N)    107 34 02.     (W)     SCALED    
 FO0850* NAVD 88     -      1833.325  (meters)    6014.83   (feet)  ADJUSTED  
 FO0850  ___________________________________________________________________
 FO0850  GEOID HEIGHT-         -20.75  (meters)                     GEOID03
 FO0850  DYNAMIC HT  -        1830.734 (meters)    6006.33  (feet)  COMP
 FO0850  MODELED GRAV-     979,156.3   (mgal)                       NAVD 88
 FO0850
 FO0850  VERT ORDER  -  FIRST     CLASS II
 FO0850
 FO0850.The horizontal coordinates were scaled from a topographic map and have
 FO0850.an estimated accuracy of +/- 6 seconds.
 FO0850
 FO0850.The orthometric height was determined by differential leveling
 FO0850.and adjusted by the National Geodetic Survey in June 1991..
 FO0850
 FO0850.The geoid height was determined by GEOID03.
 FO0850
 FO0850.The dynamic height is computed by dividing the NAVD 88
 FO0850.geopotential number by the normal gravity value computed on the
 FO0850.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0850.degrees latitude (g = 980.6199 gals.).
 FO0850
 FO0850.The modeled gravity was interpolated from observed gravity values.
 FO0850
 FO0850;                    North         East    Units  Estimated Accuracy
 FO0850;SPC NM W     -   450,090.      854,270.      MT  (+/- 180 meters Scaled)
 FO0850
 FO0850                          SUPERSEDED SURVEY CONTROL
 FO0850
 FO0850.No superseded survey control is available for this station.
 FO0850
 FO0850_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBU658825(NAD 83)
 FO0850_MARKER: I = METAL ROD
 FO0850_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FO0850_SP_SET: STAINLESS STEEL ROD
 FO0850_STAMPING: D 426 1982
 FO0850_MARK LOGO: NGS   
 FO0850_PROJECTION: FLUSH
 FO0850_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FO0850_ROD/PIPE-DEPTH: 12.1 meters
 FO0850
 FO0850  HISTORY     - Date     Condition        Report By
 FO0850  HISTORY     - 1982     MONUMENTED       NGS
 FO0850
 FO0850                          STATION DESCRIPTION
 FO0850
 FO0850'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FO0850'30.8 KM (19.1 MI) SE FROM GRANTS.
 FO0850'8.0 KM (4.95 MI) SOUTHEASTERLY ALONG THE SANTA FE RAILROAD FROM THE
 FO0850'RAILROAD STATION IN GRANTS, THENCE 11.6 KM (7.2 MI) SOUTHEASTERLY
 FO0850'ALONG A PAVED ROAD, THENCE 11.2 KM (6.95 MI) EASTERLY ALONG THE SANTA
 FO0850'FE RAILROAD, 56.7 METERS (186.0 FT) EAST OF THE CENTERLINE OF THE
 FO0850'PAVED ROAD, 16.3 METERS (53.5 FT) SOUTH OF THE CENTER OF A DIRT ROAD,
 FO0850'13.6 METERS (44.6 FT) NORTH OF THE NEAR RAIL, 11.6 METERS (38.1 FT)
 FO0850'SOUTH OF A FENCE AND 0.8 METER (2.6 FT) WEST OF A UTILITY POLE.
 FO0850'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 FO0850'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 FO0850'THE MARK IS 2.0 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0559 ***********************************************************************
 EO0559  DESIGNATION -  D 427
 EO0559  PID         -  EO0559
 EO0559  STATE/COUNTY-  NM/CURRY
 EO0559  USGS QUAD   -  PORTAIR (1985)
 EO0559
 EO0559                         *CURRENT SURVEY CONTROL
 EO0559  ___________________________________________________________________
 EO0559* NAD 83(1986)-  34 24 10.     (N)    103 20 12.     (W)     SCALED    
 EO0559* NAVD 88     -      1318.924  (meters)    4327.17   (feet)  ADJUSTED  
 EO0559  ___________________________________________________________________
 EO0559  GEOID HEIGHT-         -23.35  (meters)                     GEOID03
 EO0559  DYNAMIC HT  -        1317.198 (meters)    4321.51  (feet)  COMP
 EO0559  MODELED GRAV-     979,280.8   (mgal)                       NAVD 88
 EO0559
 EO0559  VERT ORDER  -  FIRST     CLASS II
 EO0559
 EO0559.The horizontal coordinates were scaled from a topographic map and have
 EO0559.an estimated accuracy of +/- 6 seconds.
 EO0559
 EO0559.The orthometric height was determined by differential leveling
 EO0559.and adjusted by the National Geodetic Survey in June 1991..
 EO0559
 EO0559.The geoid height was determined by GEOID03.
 EO0559
 EO0559.The dynamic height is computed by dividing the NAVD 88
 EO0559.geopotential number by the normal gravity value computed on the
 EO0559.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0559.degrees latitude (g = 980.6199 gals.).
 EO0559
 EO0559.The modeled gravity was interpolated from observed gravity values.
 EO0559
 EO0559;                    North         East    Units  Estimated Accuracy
 EO0559;SPC NM E     -   377,780.      256,630.      MT  (+/- 180 meters Scaled)
 EO0559
 EO0559                          SUPERSEDED SURVEY CONTROL
 EO0559
 EO0559.No superseded survey control is available for this station.
 EO0559
 EO0559_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFU528080(NAD 83)
 EO0559_MARKER: I = METAL ROD
 EO0559_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 EO0559+WITH SETTING: INFORMATION.
 EO0559_SP_SET: SHALLOW SET METAL ROD
 EO0559_STAMPING: D 427 1982
 EO0559_MARK LOGO: NGS   
 EO0559_PROJECTION: FLUSH
 EO0559_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EO0559_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EO0559+SATELLITE: SATELLITE OBSERVATIONS - January 18, 2005
 EO0559_ROD/PIPE-DEPTH: 1.8  meters
 EO0559
 EO0559  HISTORY     - Date     Condition        Report By
 EO0559  HISTORY     - 1982     MONUMENTED       NGS
 EO0559  HISTORY     - 20050118 GOOD             ORBITE
 EO0559
 EO0559                          STATION DESCRIPTION
 EO0559
 EO0559'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 EO0559'12.0 KM (7.45 MI) WEST FROM CLOVIS.
 EO0559'12.0 KM (7.45 MI) WESTERLY ALONG THE SANTA FE RAILROAD FROM THE
 EO0559'RAILROAD STATION IN CLOVIS, 0.2 KM (0.1 MI) WEST OF MILEPOST 664, 22.6
 EO0559'METERS (74.1 FT) EAST OF THE CENTER OF A PAVED ROAD LEADING SOUTH,
 EO0559'15.0 METERS (49.2 FT) SOUTH OF THE NEAR RAIL, 8.5 METERS (27.9 FT)
 EO0559'NORTH OF A FENCE AND 1.3 METERS (3.9 FT) WEST OF A UTILITY POLE.
 EO0559'NOTE=REFUSAL WAS REACHED AT 6.0 FT.  ACCESS TO THE DATUM POINT IS
 EO0559'THROUGH A 5-INCH LOGO CAP.
 EO0559'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 EO0559'THE MARK IS 0.6 M BELOW THE TRACKS.
 EO0559
 EO0559                          STATION RECOVERY (2005)
 EO0559
 EO0559'RECOVERY NOTE BY ORBITECH INC 2005 (SHG)
 EO0559'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0494 ***********************************************************************
 EP0494  DESIGNATION -  D 428
 EP0494  PID         -  EP0494
 EP0494  STATE/COUNTY-  NM/DE BACA
 EP0494  USGS QUAD   -  YESO (1966)
 EP0494
 EP0494                         *CURRENT SURVEY CONTROL
 EP0494  ___________________________________________________________________
 EP0494* NAD 83(1986)-  34 26 17.     (N)    104 35 42.     (W)     SCALED    
 EP0494* NAVD 88     -      1448.726  (meters)    4753.03   (feet)  ADJUSTED  
 EP0494  ___________________________________________________________________
 EP0494  GEOID HEIGHT-         -23.12  (meters)                     GEOID03
 EP0494  DYNAMIC HT  -        1446.743 (meters)    4746.52  (feet)  COMP
 EP0494  MODELED GRAV-     979,216.0   (mgal)                       NAVD 88
 EP0494
 EP0494  VERT ORDER  -  FIRST     CLASS II
 EP0494
 EP0494.The horizontal coordinates were scaled from a topographic map and have
 EP0494.an estimated accuracy of +/- 6 seconds.
 EP0494
 EP0494.The orthometric height was determined by differential leveling
 EP0494.and adjusted by the National Geodetic Survey in June 1991..
 EP0494
 EP0494.The geoid height was determined by GEOID03.
 EP0494
 EP0494.The dynamic height is computed by dividing the NAVD 88
 EP0494.geopotential number by the normal gravity value computed on the
 EP0494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EP0494.degrees latitude (g = 980.6199 gals.).
 EP0494
 EP0494.The modeled gravity was interpolated from observed gravity values.
 EP0494
 EP0494;                    North         East    Units  Estimated Accuracy
 EP0494;SPC NM E     -   381,280.      140,950.      MT  (+/- 180 meters Scaled)
 EP0494
 EP0494                          SUPERSEDED SURVEY CONTROL
 EP0494
 EP0494.No superseded survey control is available for this station.
 EP0494
 EP0494_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEU372108(NAD 83)
 EP0494_MARKER: I = METAL ROD
 EP0494_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 EP0494+WITH SETTING: INFORMATION.
 EP0494_SP_SET: SHALLOW SET METAL ROD
 EP0494_STAMPING: D 428 1982
 EP0494_MARK LOGO: NGS   
 EP0494_PROJECTION: FLUSH
 EP0494_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EP0494_ROD/PIPE-DEPTH: 0.9  meters
 EP0494
 EP0494  HISTORY     - Date     Condition        Report By
 EP0494  HISTORY     - 1982     MONUMENTED       NGS
 EP0494
 EP0494                          STATION DESCRIPTION
 EP0494
 EP0494'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 EP0494'32.9 KM (20.45 MI) WEST FROM FORT SUMNER.
 EP0494'32.9 KM (20.45 MI) WESTERLY ALONG U.S. HIGHWAY 60 FROM ITS JUNCTION
 EP0494'WITH U.S. HIGHWAY 84 IN FORT SUMNER, 36.6 METERS (120.1 FT) NORTH OF
 EP0494'THE CENTERLINE OF THE HIGHWAY NAD 8.9 METERS (29.2 FT) EAST OF THE
 EP0494'CENTER OF A FIELD ENTRANCE.  NOTE=REFUSAL WAS REACHED AT 3.0 FT.
 EP0494'ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 EP0494'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST AND FENCE
 EP0494'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0519 ***********************************************************************
 EP0519  DESIGNATION -  D 429
 EP0519  PID         -  EP0519
 EP0519  STATE/COUNTY-  NM/GUADALUPE
 EP0519  USGS QUAD   -  VAUGHN (1978)
 EP0519
 EP0519                         *CURRENT SURVEY CONTROL
 EP0519  ___________________________________________________________________
 EP0519* NAD 83(1986)-  34 35 36.     (N)    105 09 26.     (W)     SCALED    
 EP0519* NAVD 88     -      1754.927  (meters)    5757.62   (feet)  ADJUSTED  
 EP0519  ___________________________________________________________________
 EP0519  GEOID HEIGHT-         -21.00  (meters)                     GEOID03
 EP0519  DYNAMIC HT  -        1752.468 (meters)    5749.56  (feet)  COMP
 EP0519  MODELED GRAV-     979,171.6   (mgal)                       NAVD 88
 EP0519
 EP0519  VERT ORDER  -  FIRST     CLASS II
 EP0519
 EP0519.The horizontal coordinates were scaled from a topographic map and have
 EP0519.an estimated accuracy of +/- 6 seconds.
 EP0519
 EP0519.The orthometric height was determined by differential leveling
 EP0519.and adjusted by the National Geodetic Survey in June 1991..
 EP0519
 EP0519.The geoid height was determined by GEOID03.
 EP0519
 EP0519.The dynamic height is computed by dividing the NAVD 88
 EP0519.geopotential number by the normal gravity value computed on the
 EP0519.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EP0519.degrees latitude (g = 980.6199 gals.).
 EP0519
 EP0519.The modeled gravity was interpolated from observed gravity values.
 EP0519
 EP0519;                    North         East    Units  Estimated Accuracy
 EP0519;SPC NM E     -   398,780.       89,420.      MT  (+/- 180 meters Scaled)
 EP0519
 EP0519                          SUPERSEDED SURVEY CONTROL
 EP0519
 EP0519.No superseded survey control is available for this station.
 EP0519
 EP0519_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDU855279(NAD 83)
 EP0519_MARKER: I = METAL ROD
 EP0519_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EP0519_SP_SET: STAINLESS STEEL ROD
 EP0519_STAMPING: D 429 1982
 EP0519_MARK LOGO: NGS   
 EP0519_PROJECTION: FLUSH
 EP0519_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EP0519+STABILITY: POSITION/ELEVATION WELL
 EP0519_ROD/PIPE-DEPTH: 11.0 meters
 EP0519
 EP0519  HISTORY     - Date     Condition        Report By
 EP0519  HISTORY     - 1982     MONUMENTED       NGS
 EP0519
 EP0519                          STATION DESCRIPTION
 EP0519
 EP0519'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 EP0519'4.0 KM (2.55 MI) EAST FROM VAUGHN.
 EP0519'4.0 KM (2.55 MI) EASTERLY ALONG U.S. HIGHWAY 60 FROM THE SANTA FE
 EP0519'RAILROAD STATION IN VAUGHN, 0.2 KM (0.1 MI) NORTHWEST OF MILEPOST 273,
 EP0519'23.8 METERS (78.1 FT) NORTHWEST OF THE NORTHWEST END OF A BOX CULVERT
 EP0519'AND 22.0 METERS (72.2 FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY.
 EP0519'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 EP0519'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST AND FENCE
 EP0519'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0110 ***********************************************************************
 FP0110  DESIGNATION -  D 43
 FP0110  PID         -  FP0110
 FP0110  STATE/COUNTY-  NM/MCKINLEY
 FP0110  USGS QUAD   -  TWIN BUTTES (1979)
 FP0110
 FP0110                         *CURRENT SURVEY CONTROL
 FP0110  ___________________________________________________________________
 FP0110* NAD 83(1986)-  35 27 19.     (N)    108 45 08.     (W)     SCALED    
 FP0110* NAVD 88     -      2030.124  (meters)    6660.50   (feet)  ADJUSTED  
 FP0110  ___________________________________________________________________
 FP0110  GEOID HEIGHT-         -21.28  (meters)                     GEOID03
 FP0110  DYNAMIC HT  -        2027.227 (meters)    6650.99  (feet)  COMP
 FP0110  MODELED GRAV-     979,134.7   (mgal)                       NAVD 88
 FP0110
 FP0110  VERT ORDER  -  SECOND    CLASS 0
 FP0110
 FP0110.The horizontal coordinates were scaled from a topographic map and have
 FP0110.an estimated accuracy of +/- 6 seconds.
 FP0110
 FP0110.The orthometric height was determined by differential leveling
 FP0110.and adjusted by the National Geodetic Survey in June 1991..
 FP0110
 FP0110.The geoid height was determined by GEOID03.
 FP0110
 FP0110.The dynamic height is computed by dividing the NAVD 88
 FP0110.geopotential number by the normal gravity value computed on the
 FP0110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0110.degrees latitude (g = 980.6199 gals.).
 FP0110
 FP0110.The modeled gravity was interpolated from observed gravity values.
 FP0110
 FP0110;                    North         East    Units  Estimated Accuracy
 FP0110;SPC NM W     -   494,480.      746,590.      MT  (+/- 180 meters Scaled)
 FP0110
 FP0110                          SUPERSEDED SURVEY CONTROL
 FP0110
 FP0110  NGVD 29 (??/??/92) 2029.144  (m)         6657.28   (f) ADJ UNCH    2 0
 FP0110
 FP0110.Superseded values are not recommended for survey control.
 FP0110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0110.See file dsdata.txt to determine how the superseded data were derived.
 FP0110
 FP0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYE039258(NAD 83)
 FP0110_MARKER: DB = BENCH MARK DISK
 FP0110_SETTING: 66 = SET IN ROCK OUTCROP
 FP0110_SP_SET: OUTCROP
 FP0110_STAMPING: D-43-1934
 FP0110_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FP0110+STABILITY: POSITION/ELEVATION WELL
 FP0110
 FP0110  HISTORY     - Date     Condition        Report By
 FP0110  HISTORY     - 1934     MONUMENTED       CGS
 FP0110  HISTORY     - 1963     GOOD             USGS
 FP0110
 FP0110                          STATION DESCRIPTION
 FP0110
 FP0110'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 FP0110'6.2 MI S FROM GALLUP.
 FP0110'6.2 MILES SOUTH ALONG THE OLD ZUNI HIGHWAY FROM ITS JUNCTION WITH U.S.
 FP0110'66 IN GALLUP, 94 FEET EAST OF THE CENTER LINE OF A WOODEN BRIDGE OVER
 FP0110'A DEEP ARROYO, 6 FEET NORTH OF THE BANK OF THE ARROYO, SET IN THE TOP
 FP0110'OF A SANDSTONE OUTCROP, A STANDARD USC AND GS TABLET STAMPED D-43,
 FP0110'1934.  NOTE-- DISK IS SLIGHTLY BATTERED AND THE DISK IS CRACKED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0373 ***********************************************************************
 FP0373  FBN         -  This is a Federal Base Network Control Station.
 FP0373  DESIGNATION -  D 430
 FP0373  PID         -  FP0373
 FP0373  STATE/COUNTY-  NM/MCKINLEY
 FP0373  USGS QUAD   -  MANUELITO (1979)
 FP0373
 FP0373                         *CURRENT SURVEY CONTROL
 FP0373  ___________________________________________________________________
 FP0373* NAD 83(1992)-  35 28 21.79127(N)    108 55 33.61092(W)     ADJUSTED  
 FP0373* NAVD 88     -      1929.639  (meters)    6330.82   (feet)  ADJUSTED  
 FP0373  ___________________________________________________________________
 FP0373  X           -  -1,687,161.719 (meters)                     COMP
 FP0373  Y           -  -4,920,508.034 (meters)                     COMP
 FP0373  Z           -   3,681,810.773 (meters)                     COMP
 FP0373  LAPLACE CORR-           0.83  (seconds)                    DEFLEC99
 FP0373  ELLIP HEIGHT-        1908.13  (meters)          (05/26/00) GPS OBS
 FP0373  GEOID HEIGHT-         -21.49  (meters)                     GEOID03
 FP0373  DYNAMIC HT  -        1926.924 (meters)    6321.92  (feet)  COMP
 FP0373  MODELED GRAV-     979,158.1   (mgal)                       NAVD 88
 FP0373
 FP0373  HORZ ORDER  -  B
 FP0373  VERT ORDER  -  FIRST     CLASS II
 FP0373  ELLP ORDER  -  SECOND    CLASS I
 FP0373
 FP0373.The horizontal coordinates were established by GPS observations
 FP0373.and adjusted by the National Geodetic Survey in May 1992..
 FP0373
 FP0373.The orthometric height was determined by differential leveling
 FP0373.and adjusted by the National Geodetic Survey in June 1991..
 FP0373
 FP0373.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FP0373
 FP0373.The Laplace correction was computed from DEFLEC99 derived deflections.
 FP0373
 FP0373.The ellipsoidal height was determined by GPS observations
 FP0373.and is referenced to NAD 83.
 FP0373
 FP0373.The geoid height was determined by GEOID03.
 FP0373
 FP0373.The dynamic height is computed by dividing the NAVD 88
 FP0373.geopotential number by the normal gravity value computed on the
 FP0373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0373.degrees latitude (g = 980.6199 gals.).
 FP0373
 FP0373.The modeled gravity was interpolated from observed gravity values.
 FP0373
 FP0373;                    North         East     Units Scale Factor Converg.
 FP0373;SPC NM W     -   496,571.862   730,835.519   MT  1.00003781   -0 38 02.9
 FP0373;SPC NM W     - 1,629,169.52  2,397,749.53   sFT  1.00003781   -0 38 02.9
 FP0373;UTM  12      - 3,927,444.872   688,174.322   MT  1.00003638   +1 12 14.1
 FP0373
 FP0373!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FP0373!SPC NM W     -   0.99970059  x   1.00003781  =   0.99973839
 FP0373!UTM  12      -   0.99970059  x   1.00003638  =   0.99973696
 FP0373
 FP0373                          SUPERSEDED SURVEY CONTROL
 FP0373
 FP0373  ELLIP H (12/21/93) 1908.25   (m)                       GP(       ) 4 1
 FP0373  NAD 83(1992)-  35 28 21.79764(N)    108 55 33.61221(W) AD(       ) B
 FP0373  ELLIP H (05/26/92) 1908.25   (m)                       GP(       ) 4 1
 FP0373  NAD 83(1986)-  35 28 21.79764(N)    108 55 33.61221(W) AD(       ) 1
 FP0373  NAD 27      -  35 28 21.71255(N)    108 55 31.23520(W) AD(       ) 1
 FP0373  NAVD 88 (05/26/92) 1929.64   (m)         6330.8    (f) LEVELING    3  
 FP0373  NGVD 29 (03/22/89) 1928.64   (m)         6327.5    (f) LEVELING    3  
 FP0373
 FP0373.Superseded values are not recommended for survey control.
 FP0373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0373.See file dsdata.txt to determine how the superseded data were derived.
 FP0373
 FP0373_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXE8817427445(NAD 83)
 FP0373_MARKER: F = FLANGE-ENCASED ROD
 FP0373_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FP0373_SP_SET: STAINLESS STEEL ROD
 FP0373_STAMPING: D 430 1983
 FP0373_MARK LOGO: NGS   
 FP0373_PROJECTION: FLUSH
 FP0373_MAGNETIC: N = NO MAGNETIC MATERIAL
 FP0373_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FP0373_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FP0373+SATELLITE: SATELLITE OBSERVATIONS - November 10, 1998
 FP0373_ROD/PIPE-DEPTH: 1.2  meters
 FP0373
 FP0373  HISTORY     - Date     Condition        Report By
 FP0373  HISTORY     - 1983     MONUMENTED       NGS
 FP0373  HISTORY     - 1988     GOOD             NGS
 FP0373  HISTORY     - 19920212 GOOD             NGS
 FP0373  HISTORY     - 19960110 GOOD             CHANCE
 FP0373  HISTORY     - 19981110 GOOD             NGS
 FP0373  HISTORY     - 20050616 GOOD             INDIV
 FP0373
 FP0373                          STATION DESCRIPTION
 FP0373
 FP0373'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FP0373'16.6 KM (10.3 MI) SW FROM GALLUP.
 FP0373'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 FP0373'16.6 KM (10.3 MI) SOUTHWESTERLY ALONG INTERSTATE HIGHWAY 40 FROM ITS
 FP0373'JUNCTION WITH U. S. HIGHWAY 666 IN GALLUP, 0.7 KM (0.45 MI) NORTHEAST
 FP0373'OF MILEPOST 10, 40.7 METERS (133.5 FT) SOUTHWEST OF THE SOUTH CORNER
 FP0373'OF A LARGE BOX CULVERT, 28.5 METERS (93.5 FT) SOUTHEAST OF THE
 FP0373'CENTERLINE OF THE NORTHEAST BOUND LANES OF THE HIGHWAY AND 20.3 METERS
 FP0373'(66.6 FT) SOUTHEAST OF THE SOUTHEAST LEG OF A HIGHWAY INFORMATION SIGN
 FP0373'(JCT 666 32 11 GALLUP 11 ALBUQUERQUE 143).  NOTE=REFUSAL WAS REACHED
 FP0373'AT 4.0 FT.  ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 FP0373'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST AND FENCE
 FP0373
 FP0373                          STATION RECOVERY (1988)
 FP0373
 FP0373'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 (MRM)
 FP0373'THE STATION WAS RECOVERED AT THIS DATE.
 FP0373'
 FP0373'THE STATION IS LOCATED ABOUT 9.0 KM (5.6 MI) SOUTHWEST OF WEST
 FP0373'GALLUP, ALONG THE RIGHT-OF-WAY OF INTERSTATE HIGHWAY 40, AT A MEDIAN
 FP0373'CROSSOVER ON TOP OF A CREEKBED UNDERNEATH THE HIGHWAY.
 FP0373'OWNERSHIP--STATE HIGHWAY COMMISSION.
 FP0373'
 FP0373'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 40 AND
 FP0373'OLD HIGHWAY 66 (EXIT 16) AT THE WEST END OF WEST GALLUP, GO
 FP0373'SOUTHWEST FOR 8.1 KM (5.05 MI) ON HIGHWAY 40 TO A CONCRETE BRIDGE.
 FP0373'CONTINUE AHEAD FOR 1.4 KM (0.9 MI) TO A CROSSOVER.  TURN LEFT,
 FP0373'CROSSING EASTBOUUND LANES, THEN TURN RIGHT AND GO ABOUT 20 METERS
 FP0373'(66 FT) TO THE STATION ON THE LEFT.
 FP0373'
 FP0373'THE STATION IS A STANDARD BENCH MARK DATUM POINT AFFIXED TO A ROD,
 FP0373'RECESSED 15 CM BELOW GROUND,
 FP0373'ENCASED IN A PVC PIPE WITH NGS LOGO FLANGE STAMPED---D430 1983---,
 FP0373'FLUSH WITH GROUND.  LOCATED
 FP0373'28.3 METERS (92.8 FT) SOUTHEAST FROM THE APPROXIMATE CENTER OF THE
 FP0373'HIGHWAY 40 EASTBOUND LANES,
 FP0373'12.9 METERS (42.3 FT) SOUTHWEST FROM A FENCE CORNER,
 FP0373'12.1 METERS (39.7 FT) SOUTHEAST FROM THE SOUTHEAST POST SUPPORTING
 FP0373'A LARGE HIGHWAY SIGN,
 FP0373'0.3 METERS (1.0 FT) NORTHWEST FROM A CARSONITE WITNESS POST IN THE
 FP0373'RIGHT-OF-WAY AND SLIGHTLY LOWER THAN THE HIGHWAY.
 FP0373'
 FP0373'NEW MEXICO FAA - FEBRUARY, 1988.
 FP0373'
 FP0373'THIS STATION SUITABLE FOR GPS SURVEYS.
 FP0373'
 FP0373'DESCRIBED BY G.R. HEID.
 FP0373
 FP0373                          STATION RECOVERY (1992)
 FP0373
 FP0373'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 FP0373'THE STATION IS LOCATED ABOUT 9.0 KM (5.6 MI)  SOUTHWEST OF WEST
 FP0373'GALLUP, ALONG THE RIGHT-OF-WAY OF INTERSTATE HIGHWAY 40, AT THE
 FP0373'MEDIAN CROSSOVER ON TOP OF A CREEK BED UNDER THE HIGHWAY.
 FP0373'OWNERSHIP--STATE HIGHWAY COMMISSION.
 FP0373'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 40 AND
 FP0373'OLD HIGHWAY 66 (EXIT 16) AT THE WEST END OF WEST GALLUP, GO SOUTHWEST
 FP0373'ON HIGHWAY 40 FOR 8.1 KM (5.0 MI)  TO A CONCRETE BRIDGE.  CONTINUE
 FP0373'AHEAD ON HIGHWAY 40 FOR 1.4 KM (0.9 MI)  TO A CROSSOVER.  TURN LEFT,
 FP0373'CROSSING EASTBOUND LANES, THEN TURN RIGHT AND GO ABOUT 20 M
 FP0373'(65.6 FT)  TO THE STATION ON THE LEFT.
 FP0373'THE STATION IS A PUNCH MARK TOP CENTER OF A STAINLESS STEEL ROD INSIDE
 FP0373'AN NGS LOGO CAP FLUSH WITH THE GROUND.  LOCATED 28.3 M (92.8 FT)
 FP0373'SOUTHEAST OF THE CENTER OF THE EASTBOUND LANES, 12.9 M (42.3 FT)
 FP0373'SOUTHWEST OF A FENCE CORNER, 12.1 M (39.7 FT)  SOUTHEAST OF THE
 FP0373'SOUTHEAST POST OF A LARGE HIGHWAY SIGN AND 0.3 M (1.0 FT)  NORTHWEST
 FP0373'OF A FIBERGLASS WITNESS POST.
 FP0373
 FP0373                          STATION RECOVERY (1996)
 FP0373
 FP0373'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (TM)
 FP0373'RECOVERED AS DESCRIBED.
 FP0373
 FP0373                          STATION RECOVERY (1998)
 FP0373
 FP0373'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (WAS)
 FP0373'THE STATION IS LOCATED ABOUT 10 MI (16.1 KM) SOUTHWEST OF GALLUP, IN
 FP0373'THE INTERSTATE HIGHWAY 40 RIGHT OF WAY.  OWNERSHIP--NEW MEXICO STATE
 FP0373'HIGHWAY AND TRANSPORTATION DEPARTMENT - RIGHT OF WAY, TELEPHONE
 FP0373'800-432-4269, 1120 CERRILLOS ROAD, SANTA FE NM 87504.  TO REACH THE
 FP0373'STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 40 AND STATE HIGHWAY
 FP0373'118 (EXIT 16), GO WEST ON INTERSTATE HIGHWAY 40 FOR 5.0 MI (8.0 KM) TO
 FP0373'A BRIDGE.  CONTINUE WEST FOR 0.95 MI (1.53 KM) TO A MEDIAN CROSSOVER.
 FP0373'TURN LEFT, CROSSING THE INTERSTATE MEDIAN AND EASTBOUND LANES, TO THE
 FP0373'STATION.  (THE MEDIAN CROSSOVER IS 0.5 MI (0.8 KM) WEST OF INTERSTATE
 FP0373'HIGHWAY 40 MILEPOST 11.) THE STATION IS PUNCH MARK IN THE TOP OF A
 FP0373'STAINLESS STEEL ROD THAT IS ACCESSED THROUGH AN ALUMINUM LOGO CAP.
 FP0373'THE STATION IS 0.3 M (1.0 FT) NORTHWEST OF THE HIGHWAY RIGHT OF WAY
 FP0373'FENCE, 20.5 M (67.3 FT) SOUTHEAST OF A GUARDRAIL ALONG THE SOUTHEAST
 FP0373'SIDE OF THE EASTBOUND LANES, 12.9 M (42.3 FT) SOUTHWEST OF A FENCE
 FP0373'CORNER, 12.1 M (39.7 FT) SOUTHEAST OF THE SOUTHEAST POST OF A HIGHWAY
 FP0373'SIGN AND 0.3 M (1.0 FT) NORTHWEST OF A FIBERGLASS WITNESS POST.
 FP0373
 FP0373                          STATION RECOVERY (2005)
 FP0373
 FP0373'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (BHI)
 FP0373'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GO0235 ***********************************************************************
 GO0235  DESIGNATION -  D 431
 GO0235  PID         -  GO0235
 GO0235  STATE/COUNTY-  NM/SAN JUAN
 GO0235  USGS QUAD   -  FLORA VISTA (1979)
 GO0235
 GO0235                         *CURRENT SURVEY CONTROL
 GO0235  ___________________________________________________________________
 GO0235* NAD 83(1986)-  36 49 36.     (N)    108 01 15.     (W)     SCALED    
 GO0235* NAVD 88     -      1719.028  (meters)    5639.84   (feet)  ADJUSTED  
 GO0235  ___________________________________________________________________
 GO0235  GEOID HEIGHT-         -20.84  (meters)                     GEOID03
 GO0235  DYNAMIC HT  -        1716.873 (meters)    5632.77  (feet)  COMP
 GO0235  MODELED GRAV-     979,317.6   (mgal)                       NAVD 88
 GO0235
 GO0235  VERT ORDER  -  FIRST     CLASS II
 GO0235
 GO0235.The horizontal coordinates were scaled from a topographic map and have
 GO0235.an estimated accuracy of +/- 6 seconds.
 GO0235
 GO0235.The orthometric height was determined by differential leveling
 GO0235.and adjusted by the National Geodetic Survey in June 1991..
 GO0235
 GO0235.The geoid height was determined by GEOID03.
 GO0235
 GO0235.The dynamic height is computed by dividing the NAVD 88
 GO0235.geopotential number by the normal gravity value computed on the
 GO0235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GO0235.degrees latitude (g = 980.6199 gals.).
 GO0235
 GO0235.The modeled gravity was interpolated from observed gravity values.
 GO0235
 GO0235;                    North         East    Units  Estimated Accuracy
 GO0235;SPC NM W     -   646,260.      813,270.      MT  (+/- 180 meters Scaled)
 GO0235
 GO0235                          SUPERSEDED SURVEY CONTROL
 GO0235
 GO0235.No superseded survey control is available for this station.
 GO0235
 GO0235_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYF657797(NAD 83)
 GO0235_MARKER: I = METAL ROD
 GO0235_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GO0235_SP_SET: STAINLESS STEEL ROD
 GO0235_STAMPING: D 431 1983
 GO0235_MARK LOGO: NGS   
 GO0235_PROJECTION: FLUSH
 GO0235_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GO0235_ROD/PIPE-DEPTH: 17.7 meters
 GO0235
 GO0235  HISTORY     - Date     Condition        Report By
 GO0235  HISTORY     - 1983     MONUMENTED       NGS
 GO0235
 GO0235                          STATION DESCRIPTION
 GO0235
 GO0235'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GO0235'IN AZTEC.
 GO0235'IN AZTEC, AT THE INTERSECTION OF AZTEC BOULEVARD (U.S. HIGHWAY 550)
 GO0235'AND OLIVER DRIVE, 30.5 METERS (100.1 FT) NORTHEAST OF THE NORTHEAST
 GO0235'CORNER OF THE SAN JUAN COUNTY LAW ENFORCEMENT CENTER, 28.5 METERS
 GO0235'(93.5 FT) WEST OF THE CENTER OF OLIVER DRIVE, 11.3 METERS (37.1 FT)
 GO0235'SOUTH OF THE CENTERLINE OF THE NORTHEAST BOUND LANES OF THE BOULEVARD,
 GO0235'AND 2.2 METERS (7.2 FT) WEST OF UTILITY POLE NUMBER 306.  NOTE=ACCESS
 GO0235'TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 GO0235'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 GO0235'THE MARK IS ABOVE LEVEL WITH THE BOULEVARD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GO0211 ***********************************************************************
 GO0211  DESIGNATION -  D 432
 GO0211  PID         -  GO0211
 GO0211  STATE/COUNTY-  NM/SAN JUAN
 GO0211  USGS QUAD   -  KIRTLAND (1979)
 GO0211
 GO0211                         *CURRENT SURVEY CONTROL
 GO0211  ___________________________________________________________________
 GO0211* NAD 83(1986)-  36 44 22.     (N)    108 20 50.     (W)     SCALED    
 GO0211* NAVD 88     -      1593.084  (meters)    5226.64   (feet)  ADJUSTED  
 GO0211  ___________________________________________________________________
 GO0211  GEOID HEIGHT-         -21.16  (meters)                     GEOID03
 GO0211  DYNAMIC HT  -        1591.135 (meters)    5220.25  (feet)  COMP
 GO0211  MODELED GRAV-     979,352.1   (mgal)                       NAVD 88
 GO0211
 GO0211  VERT ORDER  -  FIRST     CLASS II
 GO0211
 GO0211.The horizontal coordinates were scaled from a topographic map and have
 GO0211.an estimated accuracy of +/- 6 seconds.
 GO0211
 GO0211.The orthometric height was determined by differential leveling
 GO0211.and adjusted by the National Geodetic Survey in June 1991..
 GO0211
 GO0211.The geoid height was determined by GEOID03.
 GO0211
 GO0211.The dynamic height is computed by dividing the NAVD 88
 GO0211.geopotential number by the normal gravity value computed on the
 GO0211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GO0211.degrees latitude (g = 980.6199 gals.).
 GO0211
 GO0211.The modeled gravity was interpolated from observed gravity values.
 GO0211
 GO0211;                    North         East    Units  Estimated Accuracy
 GO0211;SPC NM W     -   636,690.      784,110.      MT  (+/- 180 meters Scaled)
 GO0211
 GO0211                          SUPERSEDED SURVEY CONTROL
 GO0211
 GO0211.No superseded survey control is available for this station.
 GO0211
 GO0211_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYF368692(NAD 83)
 GO0211_MARKER: I = METAL ROD
 GO0211_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GO0211_SP_SET: STAINLESS STEEL ROD
 GO0211_STAMPING: D 432 1983
 GO0211_MARK LOGO: NGS   
 GO0211_PROJECTION: FLUSH
 GO0211_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GO0211_ROD/PIPE-DEPTH: 4.9  meters
 GO0211
 GO0211  HISTORY     - Date     Condition        Report By
 GO0211  HISTORY     - 1983     MONUMENTED       NGS
 GO0211
 GO0211                          STATION DESCRIPTION
 GO0211
 GO0211'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GO0211'12.1 KM (7.5 MI) WEST FROM FARMINGTON.
 GO0211'12.1 KM (7.5 MI) WESTERLY ALONG U.S. HIGHWAY 550 FROM ITS JUNCTION
 GO0211'WITH STATE HIGHWAY 371 (LAKE STREET) IN FARMINGTON, 1.2 KM (0.75 MI)
 GO0211'EAST OF THE INTERSECTION OF STATE HIGHWAY 489 LEADING SOUTH TO THE
 GO0211'FOUR CORNERS POWER PLANT, 85.7 METERS (281.2 FT) EAST OF THE CENTER OF
 GO0211'A GRAVELED ROAD LEADING SOUTH, 23.4 METERS (76.8 FT) SOUTH OF THE
 GO0211'CENTERLINE OF THE EAST BOUND LANES OF THE HIGHWAY, 14.0 METERS
 GO0211'(45.9 FT) SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF A BOX CULVERT,
 GO0211'AND 1.4 METERS (4.6 FT) EAST OF A UTILITY POLE.  NOTE=ACCESS TO THE
 GO0211'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 GO0211'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST AND FENCE
 GO0211'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GO0184 ***********************************************************************
 GO0184  DESIGNATION -  D 434
 GO0184  PID         -  GO0184
 GO0184  STATE/COUNTY-  NM/SAN JUAN
 GO0184  USGS QUAD   -  TABLE MESA (1979)
 GO0184
 GO0184                         *CURRENT SURVEY CONTROL
 GO0184  ___________________________________________________________________
 GO0184* NAD 83(1986)-  36 35 50.     (N)    108 42 15.     (W)     SCALED    
 GO0184* NAVD 88     -      1651.139  (meters)    5417.11   (feet)  ADJUSTED  
 GO0184  ___________________________________________________________________
 GO0184  GEOID HEIGHT-         -21.13  (meters)                     GEOID03
 GO0184  DYNAMIC HT  -        1649.096 (meters)    5410.41  (feet)  COMP
 GO0184  MODELED GRAV-     979,336.2   (mgal)                       NAVD 88
 GO0184
 GO0184  VERT ORDER  -  FIRST     CLASS II
 GO0184
 GO0184.The horizontal coordinates were scaled from a topographic map and have
 GO0184.an estimated accuracy of +/- 6 seconds.
 GO0184
 GO0184.The orthometric height was determined by differential leveling
 GO0184.and adjusted by the National Geodetic Survey in June 1991..
 GO0184
 GO0184.The geoid height was determined by GEOID03.
 GO0184
 GO0184.The dynamic height is computed by dividing the NAVD 88
 GO0184.geopotential number by the normal gravity value computed on the
 GO0184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GO0184.degrees latitude (g = 980.6199 gals.).
 GO0184
 GO0184.The modeled gravity was interpolated from observed gravity values.
 GO0184
 GO0184;                    North         East    Units  Estimated Accuracy
 GO0184;SPC NM W     -   621,140.      752,080.      MT  (+/- 180 meters Scaled)
 GO0184
 GO0184                          SUPERSEDED SURVEY CONTROL
 GO0184
 GO0184.No superseded survey control is available for this station.
 GO0184
 GO0184_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYF053526(NAD 83)
 GO0184_MARKER: I = METAL ROD
 GO0184_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GO0184_SP_SET: STAINLESS STEEL ROD
 GO0184_STAMPING: D 434 1984
 GO0184_MARK LOGO: NGS   
 GO0184_PROJECTION: FLUSH
 GO0184_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GO0184_ROD/PIPE-DEPTH: 10.7 meters
 GO0184
 GO0184  HISTORY     - Date     Condition        Report By
 GO0184  HISTORY     - 1984     MONUMENTED       NGS
 GO0184
 GO0184                          STATION DESCRIPTION
 GO0184
 GO0184'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 GO0184'20.1 KM (12.5 MI) SOUTH FROM SHIPROCK.
 GO0184'20.1 KM (12.5 MI) SOUTHERLY ALONG U.S. HIGHWAY 666 FROM ITS JUNCTION
 GO0184'WITH STATE HIGHWAY 504 IN SHIPROCK, 8.0 KM (4.95 MI) SOUTH OF THE
 GO0184'INTERSECTION OF REDROCK HIGHWAY, 134.9 METERS (442.6 FT) NORTH OF THE
 GO0184'EAST END OF THE MOST SOUTHERLY ONE OF THREE 5.0-FOOT METAL DRAINAGE
 GO0184'PIPES, 62.2 METERS (204.0 FT) WEST OF A UTILITY POLE, 30.5 METERS
 GO0184'(100.1 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, AND 18.6 METERS
 GO0184'(61.0 FT) NORTH OF THE CENTER OF A CATTLE GUARD AND DIRT ROAD LEADING
 GO0184'EAST.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 GO0184'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST AND FENCE
 GO0184'THE MARK IS 1.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0429 ***********************************************************************
 FP0429  DESIGNATION -  D 435
 FP0429  PID         -  FP0429
 FP0429  STATE/COUNTY-  NM/MCKINLEY
 FP0429  USGS QUAD   -  TWIN LAKES (1979)
 FP0429
 FP0429                         *CURRENT SURVEY CONTROL
 FP0429  ___________________________________________________________________
 FP0429* NAD 83(1986)-  35 43 51.     (N)    108 46 28.     (W)     SCALED    
 FP0429* NAVD 88     -      1922.125  (meters)    6306.17   (feet)  ADJUSTED  
 FP0429  ___________________________________________________________________
 FP0429  GEOID HEIGHT-         -20.89  (meters)                     GEOID03
 FP0429  DYNAMIC HT  -        1919.507 (meters)    6297.58  (feet)  COMP
 FP0429  MODELED GRAV-     979,202.4   (mgal)                       NAVD 88
 FP0429
 FP0429  VERT ORDER  -  FIRST     CLASS II
 FP0429
 FP0429.The horizontal coordinates were scaled from a topographic map and have
 FP0429.an estimated accuracy of +/- 6 seconds.
 FP0429
 FP0429.The orthometric height was determined by differential leveling
 FP0429.and adjusted by the National Geodetic Survey in June 1991..
 FP0429
 FP0429.The geoid height was determined by GEOID03.
 FP0429
 FP0429.The dynamic height is computed by dividing the NAVD 88
 FP0429.geopotential number by the normal gravity value computed on the
 FP0429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0429.degrees latitude (g = 980.6199 gals.).
 FP0429
 FP0429.The modeled gravity was interpolated from observed gravity values.
 FP0429
 FP0429;                    North         East    Units  Estimated Accuracy
 FP0429;SPC NM W     -   525,070.      744,860.      MT  (+/- 180 meters Scaled)
 FP0429
 FP0429                          SUPERSEDED SURVEY CONTROL
 FP0429
 FP0429.No superseded survey control is available for this station.
 FP0429
 FP0429_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYE012563(NAD 83)
 FP0429_MARKER: DB = BENCH MARK DISK
 FP0429_SETTING: 66 = SET IN ROCK OUTCROP
 FP0429_SP_SET: ROCK OUTCROP
 FP0429_STAMPING: D 435 1984
 FP0429_MARK LOGO: NGS   
 FP0429_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FP0429+STABILITY: POSITION/ELEVATION WELL
 FP0429
 FP0429  HISTORY     - Date     Condition        Report By
 FP0429  HISTORY     - 1984     MONUMENTED       NGS
 FP0429
 FP0429                          STATION DESCRIPTION
 FP0429
 FP0429'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FP0429'23.6 KM (14.65 MI) NORT FROM AGLLUP.
 FP0429'23.6 KM (14.65 MI) NORTHERLY ALONG U.S. HIGHWAY 666 FROM ITS JUNCTION
 FP0429'WITH INTERSTATE HIGHWAY 40 IN GALLUP, IN THE CENTER OF A 6- BY 60-FOOT
 FP0429'EXPOSED AREA OF BEDROCK IN A HIGHWAY CUT, 0.8 KM (0.5 MI) SOUTH OF
 FP0429'COUNTY ROAD 9 LEADING EAST, 15.8 METERS (51.8 FT) EAST OF A FENCE,
 FP0429'15.3 METERS (50.2 FT) WEST OF THE CENTERLINE OF THE HIGHWAY,
 FP0429'9.3 METERS (30.5 FT) NORTH OF THE SOUTH EDGE OF THE CUT, AND
 FP0429'9.2 METERS (30.2 FT) SOUTH OF THE NORTH EDGE OF THE CUT.
 FP0429'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 FP0429'THE MARK IS 2.2 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GO0155 ***********************************************************************
 GO0155  DESIGNATION -  D 436
 GO0155  PID         -  GO0155
 GO0155  STATE/COUNTY-  NM/SAN JUAN
 GO0155  USGS QUAD   -  NASCHITTI (1966)
 GO0155
 GO0155                         *CURRENT SURVEY CONTROL
 GO0155  ___________________________________________________________________
 GO0155* NAD 83(1986)-  36 04 15.     (N)    108 41 04.     (W)     SCALED    
 GO0155* NAVD 88     -      1793.385  (meters)    5883.80   (feet)  ADJUSTED  
 GO0155  ___________________________________________________________________
 GO0155  GEOID HEIGHT-         -20.75  (meters)                     GEOID03
 GO0155  DYNAMIC HT  -        1791.029 (meters)    5876.07  (feet)  COMP
 GO0155  MODELED GRAV-     979,255.7   (mgal)                       NAVD 88
 GO0155
 GO0155  VERT ORDER  -  FIRST     CLASS II
 GO0155
 GO0155.The horizontal coordinates were scaled from a topographic map and have
 GO0155.an estimated accuracy of +/- 6 seconds.
 GO0155
 GO0155.The orthometric height was determined by differential leveling
 GO0155.and adjusted by the National Geodetic Survey in June 1991..
 GO0155
 GO0155.The geoid height was determined by GEOID03.
 GO0155
 GO0155.The dynamic height is computed by dividing the NAVD 88
 GO0155.geopotential number by the normal gravity value computed on the
 GO0155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GO0155.degrees latitude (g = 980.6199 gals.).
 GO0155
 GO0155.The modeled gravity was interpolated from observed gravity values.
 GO0155
 GO0155;                    North         East    Units  Estimated Accuracy
 GO0155;SPC NM W     -   562,720.      753,340.      MT  (+/- 180 meters Scaled)
 GO0155
 GO0155                          SUPERSEDED SURVEY CONTROL
 GO0155
 GO0155.No superseded survey control is available for this station.
 GO0155
 GO0155_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYE085942(NAD 83)
 GO0155_MARKER: I = METAL ROD
 GO0155_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 GO0155+WITH SETTING: INFORMATION.
 GO0155_SP_SET: SHALLOW SET METAL ROD
 GO0155_STAMPING: D 436 1984
 GO0155_MARK LOGO: NGS   
 GO0155_PROJECTION: FLUSH
 GO0155_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GO0155_ROD/PIPE-DEPTH: 1.9  meters
 GO0155
 GO0155  HISTORY     - Date     Condition        Report By
 GO0155  HISTORY     - 1984     MONUMENTED       NGS
 GO0155
 GO0155                          STATION DESCRIPTION
 GO0155
 GO0155'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 GO0155'67.4 KM (41.9 MI) NORTH FROM GALLUP.
 GO0155'67.4 KM (41.9 MI) NORTHERLY ALONG U.S. HIGHWAY 666 FROM ITS JUNCTION
 GO0155'WITH INTERSTATE HIGHWAY 40 IN GALLUP, 8.6 KM (5.35 MI) SOUTH OF THE
 GO0155'INTERSECTION OF STATE HIGHWAY 134, 52.4 METERS (172.0 FT) SOUTH OF A
 GO0155'UTILITY POLE AND LINE CROSSING THE HIGHWAY, 30.2 METERS (99.1 FT) WEST
 GO0155'OF THE CENTERLINE OF THE HIGHWAY, AND 10.8 METERS (35.4 FT) SOUTH OF
 GO0155'THE CENTER OF A CATTLE GUARD AND DIRT ROAD LEADING WEST.  NOTE=REFUSAL
 GO0155'WAS REACHED AT 6.0 FT.  ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 GO0155'LOGO CAP.
 GO0155'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST AND FENCE
 GO0155'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0417 ***********************************************************************
 GN0417  DESIGNATION -  D 437
 GN0417  PID         -  GN0417
 GN0417  STATE/COUNTY-  NM/TAOS
 GN0417  USGS QUAD   -  OJO CALIENTE (1995)
 GN0417
 GN0417                         *CURRENT SURVEY CONTROL
 GN0417  ___________________________________________________________________
 GN0417* NAD 83(1986)-  36 18 33.     (N)    106 02 26.     (W)     SCALED    
 GN0417* NAVD 88     -      1920.124  (meters)    6299.61   (feet)  ADJUSTED  
 GN0417  ___________________________________________________________________
 GN0417  GEOID HEIGHT-         -18.41  (meters)                     GEOID03
 GN0417  DYNAMIC HT  -        1917.568 (meters)    6291.22  (feet)  COMP
 GN0417  MODELED GRAV-     979,233.3   (mgal)                       NAVD 88
 GN0417
 GN0417  VERT ORDER  -  FIRST     CLASS II
 GN0417
 GN0417.The horizontal coordinates were scaled from a topographic map and have
 GN0417.an estimated accuracy of +/- 6 seconds.
 GN0417
 GN0417.The orthometric height was determined by differential leveling
 GN0417.and adjusted by the National Geodetic Survey in June 1991..
 GN0417
 GN0417.The geoid height was determined by GEOID03.
 GN0417
 GN0417.The dynamic height is computed by dividing the NAVD 88
 GN0417.geopotential number by the normal gravity value computed on the
 GN0417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GN0417.degrees latitude (g = 980.6199 gals.).
 GN0417
 GN0417.The modeled gravity was interpolated from observed gravity values.
 GN0417
 GN0417;                    North         East    Units  Estimated Accuracy
 GN0417;SPC NM C     -   588,840.      518,810.      MT  (+/- 180 meters Scaled)
 GN0417
 GN0417                          SUPERSEDED SURVEY CONTROL
 GN0417
 GN0417.No superseded survey control is available for this station.
 GN0417
 GN0417_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDA065187(NAD 83)
 GN0417_MARKER: DB = BENCH MARK DISK
 GN0417_SETTING: 66 = SET IN ROCK OUTCROP
 GN0417_SP_SET: ROCK OUTCROP
 GN0417_STAMPING: D 437 1984
 GN0417_MARK LOGO: NGS   
 GN0417_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GN0417+STABILITY: POSITION/ELEVATION WELL
 GN0417
 GN0417  HISTORY     - Date     Condition        Report By
 GN0417  HISTORY     - 1984     MONUMENTED       NGS
 GN0417
 GN0417                          STATION DESCRIPTION
 GN0417
 GN0417'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 GN0417'16.1 KM (10.0 MI) SOUTH FROM TAOS JUNCTION.
 GN0417'16.1 KM (10.0 MI) SOUTHERLY ALONG U.S. HIGHWAY 285 FROM ITS JUNCTION
 GN0417'WITH STATE HIGHWAY 96 IN TAOS JUNCTION, 0.7 KM (0.45 MI) SOUTH OF
 GN0417'MILEPOST 354, IN THE CENTER OF A 12 BY 24 FOOT EXPOSED AREA OF
 GN0417'OUTCROPPING BEDROCK, 27.8 M (91.2 FT) SOUTHEAST OF THE CENTERLINE OF
 GN0417'THE HIGHWAY, 3.9 M (12.8 FT) NORTH OF THE SOUTH EDGE THE OUTCROP, 2.6
 GN0417'M (8.5 FT) NORTHWEST OF A FENCE, AND 2.2 M (7.2 FT) EAST OF THE WEST
 GN0417'EDGE OF THE OUTCROP.
 GN0417'THE MARK IS 2.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0870 ***********************************************************************
 FO0870  DESIGNATION -  D 438
 FO0870  PID         -  FO0870
 FO0870  STATE/COUNTY-  NM/BERNALILLO
 FO0870  USGS QUAD   -  LOS GRIEGOS (1990)
 FO0870
 FO0870                         *CURRENT SURVEY CONTROL
 FO0870  ___________________________________________________________________
 FO0870* NAD 83(1986)-  35 08 14.     (N)    106 37 55.     (W)     SCALED    
 FO0870* NAVD 88     -      1517.319  (meters)    4978.07   (feet)  ADJUSTED  
 FO0870  ___________________________________________________________________
 FO0870  GEOID HEIGHT-         -21.22  (meters)                     GEOID03
 FO0870  DYNAMIC HT  -        1515.247 (meters)    4971.27  (feet)  COMP
 FO0870  MODELED GRAV-     979,216.9   (mgal)                       NAVD 88
 FO0870
 FO0870  VERT ORDER  -  FIRST     CLASS II
 FO0870
 FO0870.The horizontal coordinates were scaled from a topographic map and have
 FO0870.an estimated accuracy of +/- 6 seconds.
 FO0870
 FO0870.The orthometric height was determined by differential leveling
 FO0870.and adjusted by the National Geodetic Survey in April 2001..
 FO0870
 FO0870.The geoid height was determined by GEOID03.
 FO0870
 FO0870.The dynamic height is computed by dividing the NAVD 88
 FO0870.geopotential number by the normal gravity value computed on the
 FO0870.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0870.degrees latitude (g = 980.6199 gals.).
 FO0870
 FO0870.The modeled gravity was interpolated from observed gravity values.
 FO0870
 FO0870;                    North         East    Units  Estimated Accuracy
 FO0870;SPC NM C     -   458,860.      465,200.      MT  (+/- 180 meters Scaled)
 FO0870
 FO0870                          SUPERSEDED SURVEY CONTROL
 FO0870
 FO0870  NAVD 88 (06/15/91) 1517.323  (m)         4978.08   (f) UNKNOWN     1 2
 FO0870  NGVD 29 (??/??/92) 1516.499  (m)         4975.38   (f) ADJ UNCH    1 2
 FO0870
 FO0870.Superseded values are not recommended for survey control.
 FO0870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0870.See file dsdata.txt to determine how the superseded data were derived.
 FO0870
 FO0870_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU513894(NAD 83)
 FO0870_MARKER: I = METAL ROD
 FO0870_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FO0870_SP_SET: STAINLESS STEEL ROD
 FO0870_STAMPING: D 438 1984
 FO0870_MARK LOGO: NGS   
 FO0870_PROJECTION: FLUSH
 FO0870_MAGNETIC: I = MARKER IS A STEEL ROD
 FO0870_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FO0870_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FO0870+SATELLITE: SATELLITE OBSERVATIONS - October 12, 1994
 FO0870_ROD/PIPE-DEPTH: 10.1 meters
 FO0870
 FO0870  HISTORY     - Date     Condition        Report By
 FO0870  HISTORY     - 1984     MONUMENTED       NGS
 FO0870  HISTORY     - 19941012 GOOD             NGS
 FO0870  HISTORY     - 20050116 GOOD             GEOCAC
 FO0870
 FO0870                          STATION DESCRIPTION
 FO0870
 FO0870'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FO0870'IN ALBUQUERQUE.
 FO0870'IN ALBUQUERQUE, AT THE JUNCTION OF THE ATCHISON TOPEKA AND SANTA FE
 FO0870'RAILROAD AND MONTANO ROAD, 34.4 M (112.9 FT) SOUTH OF THE CENTER OF
 FO0870'THE EAST BOUND LANES OF THE ROAD, 10.1 M (33.1 FT) EAST OF THE NEAR
 FO0870'RAIL, AND 1.2 M (3.9 FT) SOUTH OF A UTILITY POLE WITH 3 GUY WIRES.
 FO0870'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 FO0870'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 FO0870'THE MARK IS 1.0 M BELOW THE TRACKS.
 FO0870
 FO0870                          STATION RECOVERY (1994)
 FO0870
 FO0870'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 FO0870'IN ALBUQUERQUE, AT THE INTERSECTION OF THE SANTA FE RAILROAD AND
 FO0870'MONTANO ROAD, 34.2 M (112.2 FT) SOUTH OF THE CENTERLINE OF THE
 FO0870'EASTBOUND LANES OF THE ROAD, 14.4 M (47.2 FT) EAST OF THE NEAR RAIL,
 FO0870'1.3 M (4.3 FT) BELOW THE LEVEL OF THE TRACK, 0.9 M (3.0 FT) SOUTH OF A
 FO0870'UTILITY POLE WITH 2 GUY CABLES, 0.4 M (1.3 FT) SOUTHWEST OF THE CORNER
 FO0870'OF A CHAIN-LINK FENCE, AND 0.3 M (1.0 FT) NORTH OF A WITNESS POST.
 FO0870'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 FO0870
 FO0870                          STATION RECOVERY (2005)
 FO0870
 FO0870'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 FO0870'STATION RECOVERED IN GOOD CONDITION.  STATION CAP IS 8 IN. BELOW
 FO0870'SURFACE LEVEL.  NEW COORDINATES FOLLOW
 FO0870'35 08.222N
 FO0870'106 37.932W
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0405 ***********************************************************************
 FN0405  DESIGNATION -  D 439
 FN0405  PID         -  FN0405
 FN0405  STATE/COUNTY-  NM/SANTA FE
 FN0405  USGS QUAD   -  SANTA FE (1993)
 FN0405
 FN0405                         *CURRENT SURVEY CONTROL
 FN0405  ___________________________________________________________________
 FN0405* NAD 83(1986)-  35 39 27.     (N)    105 59 14.     (W)     SCALED    
 FN0405* NAVD 88     -      2055.277  (meters)    6743.02   (feet)  ADJUSTED  
 FN0405  ___________________________________________________________________
 FN0405  GEOID HEIGHT-         -18.77  (meters)                     GEOID03
 FN0405  DYNAMIC HT  -        2052.414 (meters)    6733.63  (feet)  COMP
 FN0405  MODELED GRAV-     979,166.5   (mgal)                       NAVD 88
 FN0405
 FN0405  VERT ORDER  -  FIRST     CLASS II
 FN0405
 FN0405.The horizontal coordinates were scaled from a topographic map and have
 FN0405.an estimated accuracy of +/- 6 seconds.
 FN0405
 FN0405.The orthometric height was determined by differential leveling
 FN0405.and adjusted by the National Geodetic Survey in June 1991..
 FN0405
 FN0405.The geoid height was determined by GEOID03.
 FN0405
 FN0405.The dynamic height is computed by dividing the NAVD 88
 FN0405.geopotential number by the normal gravity value computed on the
 FN0405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FN0405.degrees latitude (g = 980.6199 gals.).
 FN0405
 FN0405.The modeled gravity was interpolated from observed gravity values.
 FN0405
 FN0405;                    North         East    Units  Estimated Accuracy
 FN0405;SPC NM C     -   516,550.      523,790.      MT  (+/- 180 meters Scaled)
 FN0405
 FN0405                          SUPERSEDED SURVEY CONTROL
 FN0405
 FN0405.No superseded survey control is available for this station.
 FN0405
 FN0405_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV106464(NAD 83)
 FN0405_MARKER: I = METAL ROD
 FN0405_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FN0405_SP_SET: STAINLESS STEEL ROD
 FN0405_STAMPING: D 439 1984
 FN0405_MARK LOGO: NGS   
 FN0405_PROJECTION: FLUSH
 FN0405_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FN0405_ROD/PIPE-DEPTH: 5.5  meters
 FN0405
 FN0405  HISTORY     - Date     Condition        Report By
 FN0405  HISTORY     - 1984     MONUMENTED       NGS
 FN0405
 FN0405                          STATION DESCRIPTION
 FN0405
 FN0405'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FN0405'3.8 KM (2.35 MI) SW FROM SANTA FE.
 FN0405'3.8 KM (2.35 MI) SOUTHWEST ALONG U.S. HIGHWAY 85 (CERRILLOS ROAD) FROM
 FN0405'ITS JUNCTION WITH U.S. HIGHWAY 285 (ST. FRANCIS DRIVE) IN SANTA FE,
 FN0405'26.0 M (85.3 FT) NORTHEAST OF THE CENTER OF A PAVED ROAD LEADING
 FN0405'NORTH, 14.6 M (47.9 FT) NORTHWEST OF THE CENTER OF THE SOUTH BOUND
 FN0405'LANES OF THE HIGHWAY, 10.2 M (33.5 FT) SOUTHWEST OF THE CENTER OF THE
 FN0405'SOUTH ENTRANCE TO THE HUDSON SERVICE STATION, AND 1.1 M (3.6 FT)
 FN0405'NORTHEAST OF A UTILITY POLE. NOTE=ACCESS TO THE DATUM POINT IS THROUGH
 FN0405'A 5-INCH LOGO CAP.
 FN0405'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST
 FN0405'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0139 ***********************************************************************
 ER0139  DESIGNATION -  D 44
 ER0139  PID         -  ER0139
 ER0139  STATE/COUNTY-  NM/CIBOLA
 ER0139  USGS QUAD   -  FENCE LAKE (1972)
 ER0139
 ER0139                         *CURRENT SURVEY CONTROL
 ER0139  ___________________________________________________________________
 ER0139* NAD 83(1986)-  34 44 13.     (N)    108 42 04.     (W)     SCALED    
 ER0139* NAVD 88     -      2069.704  (meters)    6790.35   (feet)  ADJUSTED  
 ER0139  ___________________________________________________________________
 ER0139  GEOID HEIGHT-         -21.83  (meters)                     GEOID03
 ER0139  DYNAMIC HT  -        2066.599 (meters)    6780.17  (feet)  COMP
 ER0139  MODELED GRAV-     979,061.2   (mgal)                       NAVD 88
 ER0139
 ER0139  VERT ORDER  -  SECOND    CLASS 0
 ER0139
 ER0139.The horizontal coordinates were scaled from a topographic map and have
 ER0139.an estimated accuracy of +/- 6 seconds.
 ER0139
 ER0139.The orthometric height was determined by differential leveling
 ER0139.and adjusted by the National Geodetic Survey in June 1991..
 ER0139
 ER0139.The geoid height was determined by GEOID03.
 ER0139
 ER0139.The dynamic height is computed by dividing the NAVD 88
 ER0139.geopotential number by the normal gravity value computed on the
 ER0139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0139.degrees latitude (g = 980.6199 gals.).
 ER0139
 ER0139.The modeled gravity was interpolated from observed gravity values.
 ER0139
 ER0139;                    North         East    Units  Estimated Accuracy
 ER0139;SPC NM W     -   414,740.      750,540.      MT  (+/- 180 meters Scaled)
 ER0139
 ER0139                          SUPERSEDED SURVEY CONTROL
 ER0139
 ER0139  NGVD 29 (??/??/92) 2068.694  (m)         6787.04   (f) ADJ UNCH    2 0
 ER0139
 ER0139.Superseded values are not recommended for survey control.
 ER0139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0139.See file dsdata.txt to determine how the superseded data were derived.
 ER0139
 ER0139_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYD104462(NAD 83)
 ER0139_MARKER: DB = BENCH MARK DISK
 ER0139_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ER0139_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ER0139_STAMPING: D 44 1934
 ER0139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0139+STABILITY: SURFACE MOTION
 ER0139
 ER0139  HISTORY     - Date     Condition        Report By
 ER0139  HISTORY     - 1934     MONUMENTED       CGS
 ER0139  HISTORY     - 1972     MARK NOT FOUND   NGS
 ER0139  HISTORY     - 1972     GOOD             USGS
 ER0139
 ER0139                          STATION DESCRIPTION
 ER0139
 ER0139'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ER0139'IN ATARQUE.
 ER0139'ABOUT 50 YARDS SOUTH OF THE CATHOLIC CHURCH, 121 FEET EAST OF WINDMILL
 ER0139'AND WATER TANK IN FRONT OF GENERAL STORE AND 16 FEET SOUTH OF CENTER
 ER0139'LINE OF ROAD TO EL MORRO.
 ER0139
 ER0139                          STATION RECOVERY (1972)
 ER0139
 ER0139'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 ER0139'MARK NOT FOUND.
 ER0139
 ER0139                          STATION RECOVERY (1972)
 ER0139
 ER0139'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 ER0139'A THOROUGH SEARCH WAS MARK FOR MARK USING THE SECONDARY REFERENCE
 ER0139'WITH NO SUCCESS. MARK MY BE COVERED, BUT WE WERE UNABLE TO LOCATE IT
 ER0139'BY PROBING AREA. CATHOLIC CHURCH HAS BEEN REBUILT AND THE SETTLEMENT
 ER0139'IS NOW COMPLETELY ABANDONED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0911 ***********************************************************************
 FO0911  DESIGNATION -  D 440
 FO0911  PID         -  FO0911
 FO0911  STATE/COUNTY-  NM/RIO ARRIBA
 FO0911  USGS QUAD   -  ESPANOLA (1984)
 FO0911
 FO0911                         *CURRENT SURVEY CONTROL
 FO0911  ___________________________________________________________________
 FO0911* NAD 83(1986)-  35 59 26.     (N)    106 04 20.     (W)     SCALED    
 FO0911* NAVD 88     -      1705.029  (meters)    5593.92   (feet)  ADJUSTED  
 FO0911  ___________________________________________________________________
 FO0911  GEOID HEIGHT-         -19.09  (meters)                     GEOID03
 FO0911  DYNAMIC HT  -        1702.750 (meters)    5586.44  (feet)  COMP
 FO0911  MODELED GRAV-     979,236.6   (mgal)                       NAVD 88
 FO0911
 FO0911  VERT ORDER  -  FIRST     CLASS II
 FO0911
 FO0911.The horizontal coordinates were scaled from a topographic map and have
 FO0911.an estimated accuracy of +/- 6 seconds.
 FO0911
 FO0911.The orthometric height was determined by differential leveling
 FO0911.and adjusted by the National Geodetic Survey in June 1991..
 FO0911
 FO0911.The geoid height was determined by GEOID03.
 FO0911
 FO0911.The dynamic height is computed by dividing the NAVD 88
 FO0911.geopotential number by the normal gravity value computed on the
 FO0911.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0911.degrees latitude (g = 980.6199 gals.).
 FO0911
 FO0911.The modeled gravity was interpolated from observed gravity values.
 FO0911
 FO0911;                    North         East    Units  Estimated Accuracy
 FO0911;SPC NM C     -   553,480.      516,030.      MT  (+/- 180 meters Scaled)
 FO0911
 FO0911                          SUPERSEDED SURVEY CONTROL
 FO0911
 FO0911.No superseded survey control is available for this station.
 FO0911
 FO0911_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV033834(NAD 83)
 FO0911_MARKER: DB = BENCH MARK DISK
 FO0911_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 FO0911_SP_SET: BRIDGE ABUTMENT
 FO0911_STAMPING: D 440 1984
 FO0911_MARK LOGO: NGS   
 FO0911_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FO0911+STABILITY: POSITION/ELEVATION WELL
 FO0911_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FO0911+SATELLITE: SATELLITE OBSERVATIONS - April 25, 2005
 FO0911
 FO0911  HISTORY     - Date     Condition        Report By
 FO0911  HISTORY     - 1984     MONUMENTED       NGS
 FO0911  HISTORY     - 20050425 GOOD             GEOCAC
 FO0911
 FO0911                          STATION DESCRIPTION
 FO0911
 FO0911'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FO0911'0.4 KM (0.25 MI) NORTH FROM ESPANOLA.
 FO0911'0.4 KM (0.25 MI) NORTHERLY ALONG U.S. HIGHWAY 285 FROM ITS JUNCTION
 FO0911'WITH STATE HIGHWAY 68 IN ESPANOLA, IN TOP OF AND 0.1 M (0.3 FT) SOUTH
 FO0911'OF THE NORTH END OF THE EAST CONCRETE ABUTMENT OF A HIGHWAY BRIDGE
 FO0911'OVER THE RIO GRANDE RIVER, AND 6.0 M (19.7 FT) NORTH OF THE CENTERLINE
 FO0911'OF THE HIGHWAY.
 FO0911'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
 FO0911
 FO0911                          STATION RECOVERY (2005)
 FO0911
 FO0911'RECOVERY NOTE BY GEOCACHING 2005 (RD)
 FO0911'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0615 ***********************************************************************
 GM0615  DESIGNATION -  D 441
 GM0615  PID         -  GM0615
 GM0615  STATE/COUNTY-  NM/TAOS
 GM0615  USGS QUAD   -  TAOS JUNCTION (1995)
 GM0615
 GM0615                         *CURRENT SURVEY CONTROL
 GM0615  ___________________________________________________________________
 GM0615* NAD 83(1986)-  36 19 56.     (N)    105 57 42.     (W)     SCALED    
 GM0615* NAVD 88     -      2057.523  (meters)    6750.39   (feet)  ADJUSTED  
 GM0615  ___________________________________________________________________
 GM0615  GEOID HEIGHT-         -18.26  (meters)                     GEOID03
 GM0615  DYNAMIC HT  -        2054.749 (meters)    6741.29  (feet)  COMP
 GM0615  MODELED GRAV-     979,210.5   (mgal)                       NAVD 88
 GM0615
 GM0615  VERT ORDER  -  FIRST     CLASS II
 GM0615
 GM0615.The horizontal coordinates were scaled from a topographic map and have
 GM0615.an estimated accuracy of +/- 6 seconds.
 GM0615
 GM0615.The orthometric height was determined by differential leveling
 GM0615.and adjusted by the National Geodetic Survey in June 1991..
 GM0615
 GM0615.The geoid height was determined by GEOID03.
 GM0615
 GM0615.The dynamic height is computed by dividing the NAVD 88
 GM0615.geopotential number by the normal gravity value computed on the
 GM0615.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GM0615.degrees latitude (g = 980.6199 gals.).
 GM0615
 GM0615.The modeled gravity was interpolated from observed gravity values.
 GM0615
 GM0615;                    North         East    Units  Estimated Accuracy
 GM0615;SPC NM C     -   591,410.      525,890.      MT  (+/- 180 meters Scaled)
 GM0615
 GM0615                          SUPERSEDED SURVEY CONTROL
 GM0615
 GM0615.No superseded survey control is available for this station.
 GM0615
 GM0615_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDA136212(NAD 83)
 GM0615_MARKER: I = METAL ROD
 GM0615_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GM0615_SP_SET: STAINLESS STEEL ROD
 GM0615_STAMPING: D 441 1984
 GM0615_MARK LOGO: NGS   
 GM0615_PROJECTION: FLUSH
 GM0615_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GM0615_ROD/PIPE-DEPTH: 6.5  meters
 GM0615
 GM0615  HISTORY     - Date     Condition        Report By
 GM0615  HISTORY     - 1984     MONUMENTED       NGS
 GM0615
 GM0615                          STATION DESCRIPTION
 GM0615
 GM0615'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 GM0615'7.8 KM (4.85 MI) SOUTH FROM TAOS JUNCTION.
 GM0615'7.8 KM (4.85 MI) SOUTHERLY ALONG U.S. HIGHWAY 285 FROM ITS JUNCTION
 GM0615'WITH STATE HIGHWAY 96 IN TAOS JUNCTION, 0.3 KM (0.2 MI) WEST OF
 GM0615'MILEPOST 359, AND 30.2 M (99.1 FT) SOUTH OF THE CENTERLINE OF THE
 GM0615'HIGHWAY.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 GM0615'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST AND FENCE
 GM0615'THE MARK IS 1.6 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0611 ***********************************************************************
 GM0611  DESIGNATION -  D 442
 GM0611  PID         -  GM0611
 GM0611  STATE/COUNTY-  NM/TAOS
 GM0611  USGS QUAD   -  PINABETOSO PEAKS (1963)
 GM0611
 GM0611                         *CURRENT SURVEY CONTROL
 GM0611  ___________________________________________________________________
 GM0611* NAD 83(1986)-  36 58 30.     (N)    105 59 38.     (W)     SCALED    
 GM0611* NAVD 88     -      2469.805  (meters)    8103.02   (feet)  ADJUSTED  
 GM0611  ___________________________________________________________________
 GM0611  GEOID HEIGHT-         -16.52  (meters)                     GEOID03
 GM0611  DYNAMIC HT  -        2466.449 (meters)    8092.01  (feet)  COMP
 GM0611  MODELED GRAV-     979,182.5   (mgal)                       NAVD 88
 GM0611
 GM0611  VERT ORDER  -  FIRST     CLASS II
 GM0611
 GM0611.The horizontal coordinates were scaled from a topographic map and have
 GM0611.an estimated accuracy of +/- 6 seconds.
 GM0611
 GM0611.The orthometric height was determined by differential leveling
 GM0611.and adjusted by the National Geodetic Survey in June 1991..
 GM0611
 GM0611.The geoid height was determined by GEOID03.
 GM0611
 GM0611.The dynamic height is computed by dividing the NAVD 88
 GM0611.geopotential number by the normal gravity value computed on the
 GM0611.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GM0611.degrees latitude (g = 980.6199 gals.).
 GM0611
 GM0611.The modeled gravity was interpolated from observed gravity values.
 GM0611
 GM0611;                    North         East    Units  Estimated Accuracy
 GM0611;SPC NM C     -   662,730.      522,800.      MT  (+/- 180 meters Scaled)
 GM0611
 GM0611                          SUPERSEDED SURVEY CONTROL
 GM0611
 GM0611.No superseded survey control is available for this station.
 GM0611
 GM0611_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDA115925(NAD 83)
 GM0611_MARKER: I = METAL ROD
 GM0611_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 GM0611+WITH SETTING: INFORMATION.
 GM0611_SP_SET: SHALLOW-SET METAL ROD
 GM0611_STAMPING: D 442 1984
 GM0611_MARK LOGO: NGS   
 GM0611_PROJECTION: FLUSH
 GM0611_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GM0611_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GM0611+SATELLITE: SATELLITE OBSERVATIONS - September 25, 2004
 GM0611_ROD/PIPE-DEPTH: 1.2  meters
 GM0611
 GM0611  HISTORY     - Date     Condition        Report By
 GM0611  HISTORY     - 1984     MONUMENTED       NGS
 GM0611  HISTORY     - 20040925 GOOD             GEOCAC
 GM0611
 GM0611                          STATION DESCRIPTION
 GM0611
 GM0611'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 GM0611'11.6 KM (7.2 MI) SOUTH FROM ANTONITO CO.
 GM0611'11.6 KM (7.2 MI) SOUTHERLY ALONG U.S. HIGHWAY 285 FROM THE POST OFFICE
 GM0611'IN ANTONITO, 1.0 KM (0.6 MI) NORTH OF MILEPOST 407, 79.8 M (261.8 FT)
 GM0611'NORTH OF A T-FENCE CORNER, 29.7 M (97.4 FT) EAST OF THE CENTERLINE OF
 GM0611'THE HIGHWAY, AND 1.8 M (5.9 FT) WEST OF A UTILITY POLE.  NOTE=REFUSAL
 GM0611'WAS REACHED AT 4.0 FT.  ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 GM0611'LOGO CAP.
 GM0611'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST AND FENCE
 GM0611'THE MARK IS 1.3 M ABOVE THE HIGHWAY.
 GM0611
 GM0611                          STATION RECOVERY (2004)
 GM0611
 GM0611'RECOVERY NOTE BY GEOCACHING 2004 (TWS)
 GM0611'RECOVERED IN GOOD CONDITION.  HANDHELD GPS COORDINATES N36 58 31.4,
 GM0611'W105 59 37.7.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1412 ***********************************************************************
 CX1412  DESIGNATION -  D 443
 CX1412  PID         -  CX1412
 CX1412  STATE/COUNTY-  NM/OTERO
 CX1412  USGS QUAD   -  OROGRANDE SOUTH (1955)
 CX1412
 CX1412                         *CURRENT SURVEY CONTROL
 CX1412  ___________________________________________________________________
 CX1412* NAD 83(1986)-  32 21 03.     (N)    106 04 18.     (W)     SCALED    
 CX1412* NAVD 88     -      1253.785  (meters)    4113.46   (feet)  ADJUSTED  
 CX1412  ___________________________________________________________________
 CX1412  GEOID HEIGHT-         -22.97  (meters)                     GEOID03
 CX1412  DYNAMIC HT  -        1251.939 (meters)    4107.40  (feet)  COMP
 CX1412  MODELED GRAV-     979,122.7   (mgal)                       NAVD 88
 CX1412
 CX1412  VERT ORDER  -  FIRST     CLASS I
 CX1412
 CX1412.The horizontal coordinates were scaled from a topographic map and have
 CX1412.an estimated accuracy of +/- 6 seconds.
 CX1412
 CX1412.The orthometric height was determined by differential leveling
 CX1412.and adjusted by the National Geodetic Survey in June 1991..
 CX1412
 CX1412.The geoid height was determined by GEOID03.
 CX1412
 CX1412.The dynamic height is computed by dividing the NAVD 88
 CX1412.geopotential number by the normal gravity value computed on the
 CX1412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX1412.degrees latitude (g = 980.6199 gals.).
 CX1412
 CX1412.The modeled gravity was interpolated from observed gravity values.
 CX1412
 CX1412;                    North         East    Units  Estimated Accuracy
 CX1412;SPC NM C     -   149,780.      516,790.      MT  (+/- 180 meters Scaled)
 CX1412
 CX1412                          SUPERSEDED SURVEY CONTROL
 CX1412
 CX1412.No superseded survey control is available for this station.
 CX1412
 CX1412_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR991798(NAD 83)
 CX1412_MARKER: I = METAL ROD
 CX1412_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CX1412_SP_SET: STAINLESS STEEL ROD
 CX1412_STAMPING: D 443 1986
 CX1412_MARK LOGO: NGS   
 CX1412_PROJECTION: FLUSH
 CX1412_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CX1412_ROD/PIPE-DEPTH: 18.3 meters
 CX1412
 CX1412  HISTORY     - Date     Condition        Report By
 CX1412  HISTORY     - 1986     MONUMENTED       NGS
 CX1412
 CX1412                          STATION DESCRIPTION
 CX1412
 CX1412'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 CX1412'4.0 KM (2.5 MI) SE FROM OROGRANDE.
 CX1412'0.9 KM (0.55 MI) SOUTH ALONG US HIGHWAY 54 FROM THE POST OFFICE IN
 CX1412'OROGRANDE, THENCE 0.6 KM (0.4 MI) EAST ALONG A PAVED ROAD, THENCE 2.3
 CX1412'KM (1.45 MI) SOUTHEAST ALONG A PAVED ROAD, THENCE 0.2 KM (0.15 MI)
 CX1412'SOUTHEAST ALONG A PAVED AND DIRT ROAD, 43.7 METERS (143.4 FT) EAST OF
 CX1412'A POWER POLE AND 22.6 METERS (74.2 FT) NORTHEAST OF THE CENTER OF A
 CX1412'GRAVEL ROAD.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO
 CX1412'CAP.
 CX1412'THE MARK IS 1.7 METERS  NW FROM  A WITNESS POST
 CX1412'THE MARK IS 1.0 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0083 ***********************************************************************
 ER0083  DESIGNATION -  D 45
 ER0083  PID         -  ER0083
 ER0083  STATE/COUNTY-  NM/CATRON
 ER0083  USGS QUAD   -  ARMSTRONG CANYON (1972)
 ER0083
 ER0083                         *CURRENT SURVEY CONTROL
 ER0083  ___________________________________________________________________
 ER0083* NAD 83(1986)-  34 21 34.     (N)    108 31 37.     (W)     SCALED    
 ER0083* NAVD 88     -      2079.693  (meters)    6823.13   (feet)  ADJUSTED  
 ER0083  ___________________________________________________________________
 ER0083  GEOID HEIGHT-         -21.54  (meters)                     GEOID03
 ER0083  DYNAMIC HT  -        2076.549 (meters)    6812.81  (feet)  COMP
 ER0083  MODELED GRAV-     979,049.4   (mgal)                       NAVD 88
 ER0083
 ER0083  VERT ORDER  -  SECOND    CLASS 0
 ER0083
 ER0083.The horizontal coordinates were scaled from a topographic map and have
 ER0083.an estimated accuracy of +/- 6 seconds.
 ER0083
 ER0083.The orthometric height was determined by differential leveling
 ER0083.and adjusted by the National Geodetic Survey in June 1991..
 ER0083
 ER0083.The geoid height was determined by GEOID03.
 ER0083
 ER0083.The dynamic height is computed by dividing the NAVD 88
 ER0083.geopotential number by the normal gravity value computed on the
 ER0083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0083.degrees latitude (g = 980.6199 gals.).
 ER0083
 ER0083.The modeled gravity was interpolated from observed gravity values.
 ER0083
 ER0083;                    North         East    Units  Estimated Accuracy
 ER0083;SPC NM W     -   372,750.      766,200.      MT  (+/- 180 meters Scaled)
 ER0083
 ER0083                          SUPERSEDED SURVEY CONTROL
 ER0083
 ER0083  NGVD 29 (??/??/92) 2078.797  (m)         6820.19   (f) ADJ UNCH    2 0
 ER0083
 ER0083.Superseded values are not recommended for survey control.
 ER0083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0083.See file dsdata.txt to determine how the superseded data were derived.
 ER0083
 ER0083_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYD274047(NAD 83)
 ER0083_MARKER: DB = BENCH MARK DISK
 ER0083_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ER0083_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ER0083_STAMPING: D 45 1934
 ER0083_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0083+STABILITY: SURFACE MOTION
 ER0083
 ER0083  HISTORY     - Date     Condition        Report By
 ER0083  HISTORY     - 1934     MONUMENTED       CGS
 ER0083  HISTORY     - 1972     MARK NOT FOUND   NGS
 ER0083
 ER0083                          STATION DESCRIPTION
 ER0083
 ER0083'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ER0083'2.9 MI NW FROM QUEMADO.
 ER0083'2.9 MILES NORTHWEST ALONG ATARQUE QUEMADO HWY.  ON ATARQUE QUEMADO
 ER0083'HWY., 20 FT. WEST OF CENTER LINE OF HWY., 1 FT. NORTH OF FENCE CORNER
 ER0083'POST.
 ER0083
 ER0083                          STATION RECOVERY (1972)
 ER0083
 ER0083'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 ER0083'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0201 ***********************************************************************
 DT0201  DESIGNATION -  D 46
 DT0201  PID         -  DT0201
 DT0201  STATE/COUNTY-  NM/CATRON
 DT0201  USGS QUAD   -  CRUZVILLE (1965)
 DT0201
 DT0201                         *CURRENT SURVEY CONTROL
 DT0201  ___________________________________________________________________
 DT0201* NAD 83(1986)-  33 52 15.     (N)    108 37 46.     (W)     SCALED    
 DT0201* NAVD 88     -      1993.383  (meters)    6539.96   (feet)  ADJUSTED  
 DT0201  ___________________________________________________________________
 DT0201  GEOID HEIGHT-         -22.19  (meters)                     GEOID03
 DT0201  DYNAMIC HT  -        1990.290 (meters)    6529.81  (feet)  COMP
 DT0201  MODELED GRAV-     979,013.5   (mgal)                       NAVD 88
 DT0201
 DT0201  VERT ORDER  -  SECOND    CLASS 0
 DT0201
 DT0201.The horizontal coordinates were scaled from a topographic map and have
 DT0201.an estimated accuracy of +/- 6 seconds.
 DT0201
 DT0201.The orthometric height was determined by differential leveling
 DT0201.and adjusted by the National Geodetic Survey in June 1991..
 DT0201
 DT0201.The geoid height was determined by GEOID03.
 DT0201
 DT0201.The dynamic height is computed by dividing the NAVD 88
 DT0201.geopotential number by the normal gravity value computed on the
 DT0201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0201.degrees latitude (g = 980.6199 gals.).
 DT0201
 DT0201.The modeled gravity was interpolated from observed gravity values.
 DT0201
 DT0201;                    North         East    Units  Estimated Accuracy
 DT0201;SPC NM W     -   318,620.      756,350.      MT  (+/- 180 meters Scaled)
 DT0201
 DT0201                          SUPERSEDED SURVEY CONTROL
 DT0201
 DT0201  NGVD 29 (??/??/92) 1992.449  (m)         6536.89   (f) ADJ UNCH    2 0
 DT0201
 DT0201.Superseded values are not recommended for survey control.
 DT0201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0201.See file dsdata.txt to determine how the superseded data were derived.
 DT0201
 DT0201_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYC192503(NAD 83)
 DT0201_MARKER: DB = BENCH MARK DISK
 DT0201_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DT0201_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DT0201_STAMPING: D 46 1934
 DT0201_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DT0201+STABILITY: SURFACE MOTION
 DT0201
 DT0201  HISTORY     - Date     Condition        Report By
 DT0201  HISTORY     - 1934     MONUMENTED       CGS
 DT0201  HISTORY     - 1965     MARK NOT FOUND   USGS
 DT0201
 DT0201                          STATION DESCRIPTION
 DT0201
 DT0201'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DT0201'2.7 MI N FROM APACHE CREEK.
 DT0201'ON QUEMADO-APACHE CREEK HWY., ABOUT 60 YDS. WEST OF APACHE CREEK, AND
 DT0201'16 FT. EAST OF CENTER LINE OF HWY.
 DT0201
 DT0201                          STATION RECOVERY (1965)
 DT0201
 DT0201'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 DT0201'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0063 ***********************************************************************
 FP0063  DESIGNATION -  D 47
 FP0063  PID         -  FP0063
 FP0063  STATE/COUNTY-  NM/CIBOLA
 FP0063  USGS QUAD   -  EL MORRO (1995)
 FP0063
 FP0063                         *CURRENT SURVEY CONTROL
 FP0063  ___________________________________________________________________
 FP0063* NAD 83(1986)-  35 02 29.     (N)    108 17 04.     (W)     SCALED    
 FP0063* NAVD 88     -      2234.865  (meters)    7332.22   (feet)  ADJUSTED  
 FP0063  ___________________________________________________________________
 FP0063  GEOID HEIGHT-         -20.41  (meters)                     GEOID03
 FP0063  DYNAMIC HT  -        2231.583 (meters)    7321.45  (feet)  COMP
 FP0063  MODELED GRAV-     979,085.1   (mgal)                       NAVD 88
 FP0063
 FP0063  VERT ORDER  -  SECOND    CLASS 0
 FP0063
 FP0063.The horizontal coordinates were scaled from a topographic map and have
 FP0063.an estimated accuracy of +/- 6 seconds.
 FP0063
 FP0063.The orthometric height was determined by differential leveling
 FP0063.and adjusted by the National Geodetic Survey in June 1991..
 FP0063
 FP0063.The geoid height was determined by GEOID03.
 FP0063
 FP0063.The dynamic height is computed by dividing the NAVD 88
 FP0063.geopotential number by the normal gravity value computed on the
 FP0063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0063.degrees latitude (g = 980.6199 gals.).
 FP0063
 FP0063.The modeled gravity was interpolated from observed gravity values.
 FP0063
 FP0063;                    North         East    Units  Estimated Accuracy
 FP0063;SPC NM W     -   448,270.      788,840.      MT  (+/- 180 meters Scaled)
 FP0063
 FP0063                          SUPERSEDED SURVEY CONTROL
 FP0063
 FP0063  NGVD 29 (??/??/92) 2233.805  (m)         7328.74   (f) ADJ UNCH    2 0
 FP0063
 FP0063.Superseded values are not recommended for survey control.
 FP0063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0063.See file dsdata.txt to determine how the superseded data were derived.
 FP0063
 FP0063_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYD477810(NAD 83)
 FP0063_MARKER: DB = BENCH MARK DISK
 FP0063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FP0063_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FP0063_STAMPING: D 47 1934
 FP0063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FP0063+STABILITY: SURFACE MOTION
 FP0063
 FP0063  HISTORY     - Date     Condition        Report By
 FP0063  HISTORY     - 1934     MONUMENTED       CGS
 FP0063  HISTORY     - 1962     GOOD             USGS
 FP0063  HISTORY     - 1967     MARK NOT FOUND   USGS
 FP0063
 FP0063                          STATION DESCRIPTION
 FP0063
 FP0063'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 FP0063'2.2 MI E FROM EL MORRO.
 FP0063'2.2 MI E ALONG STATE HWY 53 FROM EL MORRO, VALENCIA COUNTY, 0.1 MI W
 FP0063'OF A DIRT ROAD S, 0.25 MI W OF A ROAD LEADING N TO TINAJA, 82 FEET S
 FP0063'OF THE HWY AND 10 FEET S OF THE SOUTH ROW FENCE.  A STANDARD DISK
 FP0063'STAMPED D 47 1934 AND SET IN A CONC POST.
 FP0063
 FP0063                          STATION RECOVERY (1967)
 FP0063
 FP0063'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 FP0063'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0344 ***********************************************************************
 DS0344  DESIGNATION -  D 48
 DS0344  PID         -  DS0344
 DS0344  STATE/COUNTY-  NM/OTERO
 DS0344  USGS QUAD   -  TULAROSA PEAK (1981)
 DS0344
 DS0344                         *CURRENT SURVEY CONTROL
 DS0344  ___________________________________________________________________
 DS0344* NAD 83(1986)-  33 05 15.     (N)    106 13 13.     (W)     SCALED    
 DS0344* NAVD 88     -      1232.765  (meters)    4044.50   (feet)  ADJUSTED  
 DS0344  ___________________________________________________________________
 DS0344  GEOID HEIGHT-         -22.84  (meters)                     GEOID03
 DS0344  DYNAMIC HT  -        1230.994 (meters)    4038.69  (feet)  COMP
 DS0344  MODELED GRAV-     979,159.1   (mgal)                       NAVD 88
 DS0344
 DS0344  VERT ORDER  -  FIRST     CLASS I
 DS0344
 DS0344.The horizontal coordinates were scaled from a topographic map and have
 DS0344.an estimated accuracy of +/- 6 seconds.
 DS0344
 DS0344.The orthometric height was determined by differential leveling
 DS0344.and adjusted by the National Geodetic Survey in June 1991..
 DS0344
 DS0344.The geoid height was determined by GEOID03.
 DS0344
 DS0344.The dynamic height is computed by dividing the NAVD 88
 DS0344.geopotential number by the normal gravity value computed on the
 DS0344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0344.degrees latitude (g = 980.6199 gals.).
 DS0344
 DS0344.The modeled gravity was interpolated from observed gravity values.
 DS0344
 DS0344;                    North         East    Units  Estimated Accuracy
 DS0344;SPC NM C     -   231,460.      502,780.      MT  (+/- 180 meters Scaled)
 DS0344
 DS0344                          SUPERSEDED SURVEY CONTROL
 DS0344
 DS0344  NGVD 29 (??/??/92) 1232.156  (m)         4042.50   (f) ADJ UNCH    1 1
 DS0344
 DS0344.Superseded values are not recommended for survey control.
 DS0344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0344.See file dsdata.txt to determine how the superseded data were derived.
 DS0344
 DS0344_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS861616(NAD 83)
 DS0344_MARKER: DB = BENCH MARK DISK
 DS0344_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0344_SP_SET: CONCRETE POST
 DS0344_STAMPING: D 48 1934
 DS0344_MARK LOGO: CGS   
 DS0344_PROJECTION: PROJECTING 5 CENTIMETERS
 DS0344_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0344+STABILITY: SURFACE MOTION
 DS0344
 DS0344  HISTORY     - Date     Condition        Report By
 DS0344  HISTORY     - 1934     MONUMENTED       CGS
 DS0344  HISTORY     - 1953     GOOD             NGS
 DS0344  HISTORY     - 1986     GOOD             NGS
 DS0344
 DS0344                          STATION DESCRIPTION
 DS0344
 DS0344'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 DS0344'11.05 MI W FROM TULAROSA.
 DS0344'11.05 MILES WEST ALONG ABANDONED NEW MEXICO STATE HIGHWAY 52 FROM THE
 DS0344'SOUTHERN PACIFIC RAILWAY STATION AT TULAROSA, ON THE HOLLOMAN AIR
 DS0344'FORCE BASE BOMBING AND GUNNERY RANGE, 0.2 MILE SOUTHEAST OF A CURVE,
 DS0344'19 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 1.4 FEET
 DS0344'SOUTHWEST OF A REFERENCE POST, AND SET IN THE TOP OF A CONCRETE POST
 DS0344'PROJECTING 0.5 FOOT ABOVE THE GROUND.
 DS0344
 DS0344                          STATION RECOVERY (1986)
 DS0344
 DS0344'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 DS0344'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  12.9 KM
 DS0344'(8.0 MI) WEST OF THE POST OFFICE IN TULAROSA ALONG THE OLD HIGHWAY 52
 DS0344'TO THE TULA GATE, THENCE 6.9 KM (4.3 MI) WEST OF THE TULA GATE ALONG
 DS0344'WSMR ROUTE 6, 49.3 METERS (161.8 FT) NORTHEAST OF THE CENTERLINE OF
 DS0344'THE HIGHWAY, 6.2 METERS (20.3 FT) SOUTHWEST OF THE OLD HIGHWAY.
 DS0344'THE MARK IS 1.0 METERS  SE FROM  A WITNESS POST
 DS0344'THE MARK IS 0.6 M BELOW THE PAVED ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0525 ***********************************************************************
 DS0525  DESIGNATION -  D 49
 DS0525  PID         -  DS0525
 DS0525  STATE/COUNTY-  NM/SIERRA
 DS0525  USGS QUAD   -  SHANNON CANYON NW (1981)
 DS0525
 DS0525                         *CURRENT SURVEY CONTROL
 DS0525  ___________________________________________________________________
 DS0525* NAD 83(1986)-  33 12 15.     (N)    106 55 10.     (W)     SCALED    
 DS0525* NAVD 88     -      1542.980  (meters)    5062.26   (feet)  ADJUSTED  
 DS0525  ___________________________________________________________________
 DS0525  GEOID HEIGHT-         -22.63  (meters)                     GEOID03
 DS0525  DYNAMIC HT  -        1540.723 (meters)    5054.86  (feet)  COMP
 DS0525  MODELED GRAV-     979,120.1   (mgal)                       NAVD 88
 DS0525
 DS0525  VERT ORDER  -  SECOND    CLASS 0
 DS0525
 DS0525.The horizontal coordinates were scaled from a topographic map and have
 DS0525.an estimated accuracy of +/- 6 seconds.
 DS0525
 DS0525.The orthometric height was determined by differential leveling
 DS0525.and adjusted by the National Geodetic Survey in June 1991..
 DS0525
 DS0525.The geoid height was determined by GEOID03.
 DS0525
 DS0525.The dynamic height is computed by dividing the NAVD 88
 DS0525.geopotential number by the normal gravity value computed on the
 DS0525.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0525.degrees latitude (g = 980.6199 gals.).
 DS0525
 DS0525.The modeled gravity was interpolated from observed gravity values.
 DS0525
 DS0525;                    North         East    Units  Estimated Accuracy
 DS0525;SPC NM W     -   244,770.      915,200.      MT  (+/- 180 meters Scaled)
 DS0525
 DS0525                          SUPERSEDED SURVEY CONTROL
 DS0525
 DS0525  NGVD 29 (??/??/92) 1542.315  (m)         5060.08   (f) ADJ UNCH    2 0
 DS0525
 DS0525.Superseded values are not recommended for survey control.
 DS0525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0525.See file dsdata.txt to determine how the superseded data were derived.
 DS0525
 DS0525_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS210755(NAD 83)
 DS0525_MARKER: DB = BENCH MARK DISK
 DS0525_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0525_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0525_STAMPING: D 49 1934
 DS0525_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0525+STABILITY: SURFACE MOTION
 DS0525
 DS0525  HISTORY     - Date     Condition        Report By
 DS0525  HISTORY     - 1934     MONUMENTED       CGS
 DS0525  HISTORY     - 1953     GOOD             NGS
 DS0525
 DS0525                          STATION DESCRIPTION
 DS0525
 DS0525'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 DS0525'6.65 MI E FROM ENGLE.
 DS0525'6.65 MILES EAST ALONG ABANDONED NEW MEXICO STATE HIGHWAY 52 FROM THE
 DS0525'ATCHISON, TOPEKA AND SANTA FE RAILWAY STATION AT ENGLE, 0.3 MILE
 DS0525'SOUTHWEST OF A CURVE IN THE HIGHWAY AT A POINT WHERE IT BEARS TO THE
 DS0525'EAST, 26 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 0.9 FOOT
 DS0525'NORTHWEST OF A REFERENCE POST, AND SET IN THE TOP OF A CONCRETE POST
 DS0525'PROJECTING 0.8 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0265 ***********************************************************************
 EP0265  DESIGNATION -  D 5
 EP0265  PID         -  EP0265
 EP0265  STATE/COUNTY-  NM/TORRANCE
 EP0265  USGS QUAD   -  ENCINO (1978)
 EP0265
 EP0265                         *CURRENT SURVEY CONTROL
 EP0265  ___________________________________________________________________
 EP0265* NAD 83(1986)-  34 39 22.     (N)    105 29 37.     (W)     SCALED    
 EP0265* NAVD 88     -      1879.712  (meters)    6167.02   (feet)  ADJUSTED  
 EP0265  ___________________________________________________________________
 EP0265  GEOID HEIGHT-         -19.88  (meters)                     GEOID03
 EP0265  DYNAMIC HT  -        1877.078 (meters)    6158.38  (feet)  COMP
 EP0265  MODELED GRAV-     979,166.1   (mgal)                       NAVD 88
 EP0265
 EP0265  VERT ORDER  -  FIRST     CLASS II
 EP0265
 EP0265.The horizontal coordinates were scaled from a topographic map and have
 EP0265.an estimated accuracy of +/- 6 seconds.
 EP0265
 EP0265.The orthometric height was determined by differential leveling
 EP0265.and adjusted by the National Geodetic Survey in June 1991..
 EP0265
 EP0265.The geoid height was determined by GEOID03.
 EP0265
 EP0265.The dynamic height is computed by dividing the NAVD 88
 EP0265.geopotential number by the normal gravity value computed on the
 EP0265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EP0265.degrees latitude (g = 980.6199 gals.).
 EP0265
 EP0265.The modeled gravity was interpolated from observed gravity values.
 EP0265
 EP0265;                    North         East    Units  Estimated Accuracy
 EP0265;SPC NM C     -   405,690.      569,330.      MT  (+/- 180 meters Scaled)
 EP0265
 EP0265                          SUPERSEDED SURVEY CONTROL
 EP0265
 EP0265  NGVD 29 (??/??/92) 1878.925  (m)         6164.44   (f) ADJ UNCH    1 2
 EP0265
 EP0265.Superseded values are not recommended for survey control.
 EP0265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EP0265.See file dsdata.txt to determine how the superseded data were derived.
 EP0265
 EP0265_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDU547350(NAD 83)
 EP0265_MARKER: DB = BENCH MARK DISK
 EP0265_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EP0265_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EP0265_STAMPING: D 5 1911 6164.495
 EP0265_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EP0265
 EP0265  HISTORY     - Date     Condition        Report By
 EP0265  HISTORY     - 1911     MONUMENTED       CGS
 EP0265  HISTORY     - 1958     GOOD             NGS
 EP0265
 EP0265                          STATION DESCRIPTION
 EP0265
 EP0265'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 EP0265'2.25 MI W FROM ENCINO.
 EP0265'ABOUT 2.25 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 EP0265'FROM THE STATION AT ENCINO, 99 1/2 FEET SOUTH OF THE SOUTH RAIL, 17
 EP0265'FEET SOUTHEAST OF MILEPOST 806, 2 1/2 FEET SOUTH OF A FENCE, 1 FOOT
 EP0265'NORTH OF A WHITE WOODEN WITNESS POST, ABOUT 5 FEET BELOW THE LEVEL OF
 EP0265'THE TRACK, AND ON THE TOP OF AN IRON PIPE PROJECTING 1 FOOT.  D 5 1911
 EP0265'STAMPED BY THIS PARTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS1234 ***********************************************************************
 DS1234  DESIGNATION -  D 5
 DS1234  PID         -  DS1234
 DS1234  STATE/COUNTY-  NM/SIERRA
 DS1234  USGS QUAD   -  STRAWBERRY PEAK (1981)
 DS1234
 DS1234                         *CURRENT SURVEY CONTROL
 DS1234  ___________________________________________________________________
 DS1234* NAD 83(1992)-  33 06 57.54844(N)    106 35 01.40956(W)     ADJUSTED  
 DS1234* NAVD 88     -      1344.77   (+/-2cm)    4412.0    (feet)  VERTCON   
 DS1234  ___________________________________________________________________
 DS1234  LAPLACE CORR-          -8.47  (seconds)                    DEFLEC99
 DS1234  GEOID HEIGHT-         -22.63  (meters)                     GEOID03
 DS1234
 DS1234  HORZ ORDER  -  FIRST
 DS1234  VERT ORDER  -  THIRD ? (See Below)
 DS1234
 DS1234.The horizontal coordinates were established by classical geodetic methods
 DS1234.and adjusted by the National Geodetic Survey in December 1993..
 DS1234
 DS1234.The NAVD 88 height was computed by applying the VERTCON shift value to
 DS1234.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DS1234.The vertical order pertains to the NGVD 29 superseded value.
 DS1234
 DS1234.The Laplace correction was computed from DEFLEC99 derived deflections.
 DS1234
 DS1234.The geoid height was determined by GEOID03.
 DS1234
 DS1234;                    North         East     Units Scale Factor Converg.
 DS1234;SPC NM W     -   235,312.478   946,620.929   MT  1.00008430   +0 40 58.0
 DS1234;SPC NM W     -   772,021.02  3,105,705.50   sFT  1.00008430   +0 40 58.0
 DS1234;UTM  13      - 3,665,261.100   352,241.253   MT  0.99986919   -0 51 55.4
 DS1234
 DS1234!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS1234!SPC NM W     -   0.99979247  x   1.00008430  =   0.99987675
 DS1234!UTM  13      -   0.99979247  x   0.99986919  =   0.99966169
 DS1234
 DS1234:                Primary Azimuth Mark                     Grid Az
 DS1234:SPC NM W     -  D 5 RM 1 AZIMUTH                         032 01 45.6
 DS1234:UTM  13      -  D 5 RM 1 AZIMUTH                         033 34 39.0
 DS1234
 DS1234|---------------------------------------------------------------------|
 DS1234| PID    Reference Object                     Distance      Geod. Az  |
 DS1234|                                                           dddmmss.s |
 DS1234| CD2774 D 5 RM 1 AZIMUTH                                   0324243.6 |
 DS1234| DS1237 D 5 RM 1                             20.458 METERS 07111     |
 DS1234| CD2773 D 5 AZ MK                                          1181339.6 |
 DS1234| CD2775 D 5 RM 2                             14.446 METERS 16056     |
 DS1234|---------------------------------------------------------------------|
 DS1234
 DS1234                          SUPERSEDED SURVEY CONTROL
 DS1234
 DS1234  NAD 83(1986)-  33 06 57.55514(N)    106 35 01.41290(W) AD(       ) 1
 DS1234  NAD 27      -  33 06 57.26160(N)    106 34 59.38450(W) AD(       ) 1
 DS1234  NGVD 29 (07/19/86) 1344.14   (m)         4409.9    (f) LEVELING    3  
 DS1234
 DS1234.Superseded values are not recommended for survey control.
 DS1234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS1234.See file dsdata.txt to determine how the superseded data were derived.
 DS1234
 DS1234_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS5224165261(NAD 83)
 DS1234_MARKER: DD = SURVEY DISK
 DS1234_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS1234_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DS1234
 DS1234  HISTORY     - Date     Condition        Report By
 DS1234  HISTORY     - 1952     MONUMENTED       USAF
 DS1234  HISTORY     - 1964     GOOD             CGS
 DS1234  HISTORY     - 1968     GOOD             CGS
 DS1234  HISTORY     - 1969     GOOD             CGS
 DS1234
 DS1234                          STATION DESCRIPTION
 DS1234
 DS1234'DESCRIBED BY US AIR FORCE 1952 (RLE)
 DS1234'THE STATION IS LOCATED ON A SMALL KNOLL ON THE HOLLOMAN AIR
 DS1234'FORCE BASE.  IT IS ABOUT 25 MILES WEST F TULAROSA AND 58 FEET
 DS1234'WEST OF THE WEST SIDE OF A CONCRETE BLOCK BUILDING.  A HOLLOMAN
 DS1234'AIR FORCE BASE TRIANGULATION STATION WAS USED FOR THE STATION.
 DS1234'IT IS A STANDARD HOLLOMAN AIR FORCE BASE TRIANGULATION STATION
 DS1234'MARK DISK SET IN A 10 INCH CYLINDRICAL CONCRETE POST.  IT IS
 DS1234'STAMPED D 5 HAFB INST 1949 AND PROJECTS 2 INCHES.
 DS1234'
 DS1234'REFERENCE MARK NO. 1 IS 17 FEET NORTH OF THE NORTHWEST CORNER
 DS1234'OF A CONCRETE BLOCK BUILDING.  IT IS A STANDARD REFERENCE DISK
 DS1234'CEMENTED IN A DRILL HOLE IN A 3 FOOT SQUARE CONCRETE BLOCK
 DS1234'WHICH IS THE FOUNDATION FOR A 100 FOOT ANTENNA.  IT IS STAMPED
 DS1234'D 5 HAFB NO 1 1952.
 DS1234'
 DS1234'REFERENCE MARK NO. 2 IS 55 FEET SOUTHWEST OF THE SOUTHWEST
 DS1234'CORNER OF A CONCRETE BLOCK BUILDING AND 12 FEET SOUTH OF A 15 FOOT
 DS1234'POLE.  IT IS A STANDARD REFERENCE MARK DISK CEMENTED IN A DRILL
 DS1234'HOLE IN THE NORTHWEST CORNER OF A 3 FOOT SQUARE CONCRETE BLOCK.
 DS1234'IT IS STAMPED D 5 HAFB NO 2 1952.
 DS1234'
 DS1234'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE
 DS1234'MARK NO. 2 IS 81.9 FEET.
 DS1234'
 DS1234'THE AZIMUTH MARK IS LOCATED 18 FEET NORTH OF THE CENTER OF A
 DS1234'TRACK ROAD AND 11 FEET NORTH OF A WITNESS POST AND A TELEPHONE
 DS1234'POLE WHICH HAS 2 GUY WIRES.  IT IS STAMPED D 5 HAFB 1952 AND
 DS1234'PROJECTS 4 INCHES.
 DS1234'
 DS1234'TO REACH THE STATION FROM THE DEPOT IN TULAROSA, GO WEST FOR
 DS1234'0.05 MILE TO A CROSSROAD.  TURN RIGHT AND GO NORTH ON A GRAVELED
 DS1234'ROAD FOR 0.45 MILE TO A FORK, TAKE THE LEFT FORK AND GO WEST
 DS1234'ON A GRAVELED ROAD FOR 5.5 MILES TO A GUARD HOUSE ON THE RIGHT.
 DS1234'CONTINUE WESTERLY ON A GRADED ROAD FOR 3.0 MILES TO A CROSSROAD,
 DS1234'BEAR RIGHT AND GO NORTHWESTERLY ON A GRADED ROAD FOR 20.1
 DS1234'MILES TO A SMALL BLOCK HOUSE ON THE LEFT AND A CROSSROAD.
 DS1234'TURN LEFT AND FOLLOW A TELEPHONE LINE SOUTHWESTERLY FOR 5.35
 DS1234'MILES TO A T-ROAD RIGHT AND A T-JUNCTION OF THE TELEPHONE
 DS1234'LINES, TURN RIGHT AND GO WESTERLY ALONG THE TELEPHONE LINES
 DS1234'FOR 2.7 MILES TO THE AZIMUTH MARK ON THE RIGHT AS
 DS1234'DESCRIBED.  CONTINUE WESTERLY ALONG THE LINES FOR 0.9 MILES
 DS1234'TO THE TOP OF THE KNOLL AND THE STATION AS DESCRIBED.
 DS1234'
 DS1234'HEIGHT OF LIGHT ABOVE STATION MARK 14.4 METERS.
 DS1234
 DS1234                          STATION RECOVERY (1964)
 DS1234
 DS1234'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (WRH)
 DS1234'STATION MARK AND REFERENCE MARKS WERE RECOVERED AND FOUND IN
 DS1234'GOOD CONDITION.  RM NO. 1 SERVES AS THE STATION NOW DUE TO
 DS1234'CONSTRUCTION.  AZIMUTH MARK COULD NOT BE LOCATED AND IS
 DS1234'PRESUMED TO BE DESTROYED.  A NEW AZIMUTH MARK WAS ESTABLISHED
 DS1234'IN 1960.
 DS1234'
 DS1234'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION--
 DS1234'
 DS1234'THE STATION IS LOCATED ABOUT 39 MILES NORTHWEST OF ALAMOGORDO,
 DS1234'ABOUT 33 MILES WEST OF TULAROSA, ABOUT 5.5 MILES SOUTH OF
 DS1234'STATE HIGHWAY 52 AND ABOUT 5.5 MILES WEST OF WSMR ROUTE 7.
 DS1234'
 DS1234'THE STATION MARK IS A STANDARD DISK SET IN CONCRETE,
 DS1234'60 FEET WEST OF THE NORTHWEST CORNER OF BUILDING 30430 AND 41
 DS1234'FEET SOUTHWEST OF A STEEL TOWER.  IT IS STAMPED D5 HAFB INST 1949
 DS1234'AND PROJECTS 2 INCHES.
 DS1234'
 DS1234'REFERENCE MARK NO. 1 IS NOW USED AS THE STATION.  IT IS A
 DS1234'STANDARD REFERENCE DISK SET IN A DRILL HOLE IN THE CENTER OF A
 DS1234'2.5 X 2.5 FT CONCRETE PAD, 29 FEET NORTHWEST OF THE NORTHEAST
 DS1234'CORNER OF BUILDING 30430 AND 17 FEET NORTH OF THE NORTHWEST
 DS1234'CORNER OF BUILDING 30430.  IT IS STAMPED D-5 HAFB NO 1 1952.
 DS1234'
 DS1234'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN A DRILL HOLE
 DS1234'IN A 2.5 X 2.5 FT CONCRETE PAD, 72 FEET SOUTHWEST OF THE
 DS1234'SOUTHEAST CORNER OF BUILDING 30430 AND 55 FEET SOUTH-WEST OF
 DS1234'THE SOUTHWEST CORNER OF BUILDING 30430.  IT IS STAMPED D-5
 DS1234'NO 2 HAFB 1952.
 DS1234'
 DS1234'THE AZIMUTH MARK TO D-5 ECC IS A STANDARD WSPG DISK SET IN A
 DS1234'ROUND 6 INCH CONCRETE CYLINDER ABOUT 108 FEET WEST OF A
 DS1234'GRAVELED ROAD AND 30 FEET SOUTHWEST OF POWERLINE POLE 120.  IT
 DS1234'IS STAMPED D 5 HAFB RM 1 1960 AND PROJECTS 4 INCHES.  IT IS THE
 DS1234'AZIMUTH MARK FOR D-5 ECC.
 DS1234'
 DS1234'TO REACH THE STATION FROM WHITE SANDS MISSILE RANGE HEADQUARTERS
 DS1234'BUILDING, GO NORTH ON HEADQUARTERS AVENUE FOR 4 MILES PASSING
 DS1234'THROUGH MILITARY POLICE CHECKPOINT, TO U.S. HIGHWAY 70, TURN
 DS1234'RIGHT AND GO EAST AND NORTHEAST ON U.S. HIGHWAY 70 FOR 4.5
 DS1234'MILES TO WSMR ROUTE 7 ON THE LEFT, TURN LEFT AND GO WEST AND
 DS1234'NORTH ON WSMR ROUTE 7, PASSING THROUGH A GUARD GATE, FOR 47.8
 DS1234'MILES TO A GRAVELED ROAD LEFT, TURN LEFT AND GO WEST AND SOUTH
 DS1234'ON GRAVELED ROAD FOR 5.45 MILES TO BUILDING 30430 AND THE
 DS1234'STATION DESCRIBED.
 DS1234'
 DS1234'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON
 DS1234'GRAVELED ROAD FOR 1.35 MILES TO THE MARK ON THE LEFT AS DESCRIBED.
 DS1234
 DS1234                          STATION RECOVERY (1968)
 DS1234
 DS1234'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JCC)
 DS1234'STATION MARK, RM 1, RM 2 AND AZIMUTH MARK WERE RECOVERED IN GOOD
 DS1234'CONDITION.  ANOTHER AZIMUTH MARK WAS ESTABLISHED.
 DS1234'
 DS1234'TO REACH THE STATION FROM THE POST OFFICE IN TULAROSA, NEW
 DS1234'MEXICO, GO WEST ON STATE HIGHWAY 52 FOR 8.0 MILES TO A CROSSROAD
 DS1234'AND A GUARD STATION.  CONTINUE WEST FOR 21.3 MILES TO A CROSSROAD
 DS1234'AND A GUARD STATION.  TURN LEFT AND GO 2.6 MILES, IN A SOUTHERLY
 DS1234'DIRECTION, TO A GRAVELED ROAD ON THE RIGHT.  TURN RIGHT AND GO
 DS1234'3.7 MILES IN A WESTERLY DIRECTION TO A CURVE AND THE D 5 RM 1
 DS1234'AZIMUTH MARK ON THE RIGHT.  CONTINUE AROUND CURVE AND GO 1.2
 DS1234'MILES, IN A SOUTHWESTERLY DIRECTION, TO THE STATION ON THE LEFT.
 DS1234'
 DS1234'STATION MARK, A 3 INCH BRONZE DISK STAMPED D 5 HAFB INST 1949,
 DS1234'SET IN THE TOP OF A CONCRETE MONUMENT, 12 INCHES IN DIAMETER,
 DS1234'THAT PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS LOCATED 100
 DS1234'FEET SOUTH OF THE CENTELINE OF THE GRAVELED ROAD, 57.7 FEET
 DS1234'WEST OF THE SOUTHWEST CORNER OF BUILDING 30430, 37.5 FEET
 DS1234'WEST SOUTHWEST OF THE WEST LEG OF A TOWER, 18 FEET NORTHWEST
 DS1234'OF THE WEST POLE OF A DOUBLE POLELINE STRUCTURE AND IS
 DS1234'ABOUT AT ROAD ELEVATION.
 DS1234'
 DS1234'RM 1, A STANDARD REFERENCE MARK DISK STAMPED D 5 HAFB NO 1 1952,
 DS1234'SET FLUSH IN THE SOUTHWEST CORNER OF A 3 FOOT SQUARE CONCRETE
 DS1234'BLOCK THAT PROJECTS 0.1 FOOT ABOVE THE GROUND.  IT IS
 DS1234'LOCATED 22 FEET NORTHEAST OF THE NORTHEAST LEG OF A TOWER,
 DS1234'17 FEET NORTH OF THE NORTHWEST CORNER OF BUILDING 30430 AND IS
 DS1234'ABOUT 1 FOOT LOWER THAN THE STATION.
 DS1234'
 DS1234'RM 2, A STANDARD REFERENCE MARK DISK STAMPED D 5 HAFB NO 2 1952,
 DS1234'SET FLUSH IN THE NORTHWEST CORNER OF A 3 FOOT SQUARE CONCRETE
 DS1234'BLOCK THAT PROJECTS 0.1 FOOT ABOVE THE GROUND.  IT IS LOCATED
 DS1234'59.5 FEET SOUTH OF THE WEST LEG OF A TOWER, 55.5 FEET SOUTH
 DS1234'SOUTHWEST OF THE SOUTHWEST CORNER OF BUILDING 30430 AND IS
 DS1234'ABOUT 2 FEET LOWER THAN THE STATION.
 DS1234'
 DS1234'D 5 RM 1 AZIMUTH MARK, A WSPG AZIMUTH MARK DISK STAMPED D 5 RM
 DS1234'NO 1 1960, SET IN THE TOP OF A CONCRETE MONUMENT, 6 INCHES IN
 DS1234'DIAMETER, THAT PROJECTS 5 INCHES ABOVE THE GROUND.  IT IS
 DS1234'LOCATED 138 FEET NORTHEAST OF A DOUBLE POLELINE STRUCTURE, 27
 DS1234'FEET SOUTHWEST OF POLE 120 AND IS ABOUT THE SAME ELEVATION AS
 DS1234'THE ROAD.
 DS1234'
 DS1234'AZIMUTH MARK, A STANDARD AZIMUTH MARK DISK STAMPED D 5 HAFB 1952,
 DS1234'SET IN THE TOP OF AN 8 INCH SQUARE CONCRETE MONUMENT THAT
 DS1234'PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS LOCATED 18 FEET NORTH
 DS1234'OF THE CENTERLINE OF AN OLD ABANDONED DIRT ROAD AND 11 FEET
 DS1234'NORTH OF A WITNESS POST.
 DS1234'
 DS1234'TO REACH THE AZIMUTH MARK FROM THE STATION, GO 0.15 MILE
 DS1234'NORTHEASTERLY, ON THE GRAVELED ROAD, TO A POWERLINE AND ROAD ON
 DS1234'THE RIGHT.  TURN RIGHT ON THE POWERLINE ROAD AND GO 0.75 MILE
 DS1234'EASTERLY.  TURN 90 DEGREES TO THE RIGHT AND GO SOUTHERLY FOR
 DS1234'.15 MILES CROSS-COUNTRY TO AN OLD ABANDONED DIRT ROAD AND THE
 DS1234'AZIMUTH MARK.
 DS1234'
 DS1234'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 DS1234'
 DS1234'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--33 MILES
 DS1234'WEST OF TULAROSA.
 DS1234
 DS1234                          STATION RECOVERY (1969)
 DS1234
 DS1234'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JD)
 DS1234'STATION WAS RECOVERED AS DESCRIBED, ALL MARKERS WERE FOUND AS
 DS1234'DESCRIBED AND IN GOOD CONDITION.  AZIMUTH MARKER WAS NOT
 DS1234'SEARCHED FOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS1470 ***********************************************************************
 DS1470  DESIGNATION -  D 50 RESET
 DS1470  PID         -  DS1470
 DS1470  STATE/COUNTY-  NM/SOCORRO
 DS1470  USGS QUAD   -  PINK PEAK (1982)
 DS1470
 DS1470                         *CURRENT SURVEY CONTROL
 DS1470  ___________________________________________________________________
 DS1470* NAD 83(1986)-  33 48 00.     (N)    106 12 12.     (W)     SCALED    
 DS1470* NAVD 88     -      1896.05   (+/-2cm)    6220.6    (feet)  VERTCON   
 DS1470  ___________________________________________________________________
 DS1470  GEOID HEIGHT-         -20.93  (meters)                     GEOID03
 DS1470
 DS1470  VERT ORDER  -  THIRD (See Below)
 DS1470
 DS1470.The horizontal coordinates were scaled from a topographic map and have
 DS1470.an estimated accuracy of +/- 6 seconds.
 DS1470
 DS1470.The NAVD 88 height was computed by applying the VERTCON shift value to
 DS1470.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DS1470.The vertical order pertains to the NGVD 29 superseded value.
 DS1470
 DS1470.The geoid height was determined by GEOID03.
 DS1470
 DS1470;                    North         East    Units  Estimated Accuracy
 DS1470;SPC NM C     -   310,470.      504,320.      MT  (+/- 180 meters Scaled)
 DS1470
 DS1470                          SUPERSEDED SURVEY CONTROL
 DS1470
 DS1470  NGVD 29 (06/15/00) 1895.24   (m)         6218.0    (f) RESET       3  
 DS1470
 DS1470.Superseded values are not recommended for survey control.
 DS1470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS1470.See file dsdata.txt to determine how the superseded data were derived.
 DS1470
 DS1470_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT886406(NAD 83)
 DS1470_MARKER: DV = VERTICAL CONTROL DISK
 DS1470_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DS1470_SP_SET: WINGWALL
 DS1470_STAMPING: D 50 RESET 1987
 DS1470_MARK LOGO: NGS   
 DS1470_MAGNETIC: N = NO MAGNETIC MATERIAL
 DS1470_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DS1470
 DS1470  HISTORY     - Date     Condition        Report By
 DS1470  HISTORY     - 1987     MONUMENTED       NMHD
 DS1470
 DS1470                          STATION DESCRIPTION
 DS1470
 DS1470'DESCRIBED BY NM HIGHWAY DEPT 1987
 DS1470'0.45 MILE NORTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
 DS1470'STATION AT CARRIZOZO, THENCE 23.65 MILES NORTHWEST ALONG U.S. HIGHWAY
 DS1470'380, ON THE RIGHT SIDE IN A DESIGNATED AREA USED BY THE NEW MEXICO
 DS1470'HIGHWAY DEPARTMENT FOR THEIR CHIP SEAL MATERIAL, APPROXIMATELY 91.5
 DS1470'FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY 380, WITH A WITNESS POST
 DS1470'1 FOOT SOUTH OF THE MONUMENT,  0.2 MILE EAST OF MILE POST 42 ON U.S.
 DS1470'HIGHWAY 380.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0335 ***********************************************************************
 EP0335  DESIGNATION -  D 51
 EP0335  PID         -  EP0335
 EP0335  STATE/COUNTY-  NM/TORRANCE
 EP0335  USGS QUAD   -  CORONA NORTH (1995)
 EP0335
 EP0335                         *CURRENT SURVEY CONTROL
 EP0335  ___________________________________________________________________
 EP0335* NAD 83(1986)-  34 16 18.     (N)    105 36 46.     (W)     SCALED    
 EP0335* NAVD 88     -      2061.671  (meters)    6764.00   (feet)  ADJUSTED  
 EP0335  ___________________________________________________________________
 EP0335  GEOID HEIGHT-         -19.96  (meters)                     GEOID03
 EP0335  DYNAMIC HT  -        2058.662 (meters)    6754.13  (feet)  COMP
 EP0335  MODELED GRAV-     979,101.3   (mgal)                       NAVD 88
 EP0335
 EP0335  VERT ORDER  -  SECOND    CLASS 0
 EP0335
 EP0335.The horizontal coordinates were scaled from a topographic map and have
 EP0335.an estimated accuracy of +/- 6 seconds.
 EP0335
 EP0335.The orthometric height was determined by differential leveling
 EP0335.and adjusted by the National Geodetic Survey in June 1991..
 EP0335
 EP0335.The geoid height was determined by GEOID03.
 EP0335
 EP0335.The dynamic height is computed by dividing the NAVD 88
 EP0335.geopotential number by the normal gravity value computed on the
 EP0335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EP0335.degrees latitude (g = 980.6199 gals.).
 EP0335
 EP0335.The modeled gravity was interpolated from observed gravity values.
 EP0335
 EP0335;                    North         East    Units  Estimated Accuracy
 EP0335;SPC NM C     -   362,970.      558,680.      MT  (+/- 180 meters Scaled)
 EP0335
 EP0335                          SUPERSEDED SURVEY CONTROL
 EP0335
 EP0335  NGVD 29 (??/??/92) 2060.820  (m)         6761.21   (f) ADJ UNCH    2 0
 EP0335
 EP0335.Superseded values are not recommended for survey control.
 EP0335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EP0335.See file dsdata.txt to determine how the superseded data were derived.
 EP0335
 EP0335_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDT435924(NAD 83)
 EP0335_MARKER: DB = BENCH MARK DISK
 EP0335_SETTING: 66 = SET IN ROCK OUTCROP
 EP0335_SP_SET: LIMESTONE OUTCROP
 EP0335_STAMPING: D 51 1934
 EP0335_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EP0335+STABILITY: POSITION/ELEVATION WELL
 EP0335
 EP0335  HISTORY     - Date     Condition        Report By
 EP0335  HISTORY     - 1934     MONUMENTED       CGS
 EP0335  HISTORY     - 1975     GOOD             USGS
 EP0335
 EP0335                          STATION DESCRIPTION
 EP0335
 EP0335'DESCRIBED BY US GEOLOGICAL SURVEY 1975
 EP0335'1.9 MI NW FROM CORONA.
 EP0335'CORONA, 1.9 MI. NW OF.  ALONG STATE HWY. 42, THENCE ABOUT 800 FT.
 EP0335'S., NEAR SEC. CORNERS 29, 30, 31, 32 T. 1 N. R. 13 E.  45 FT. S.
 EP0335'CENTER OF OLD ROAD BED AT BEND S., IN THE NORTH EDGE OF AN LIMESTONE
 EP0335'OUTCROP, 5 FT. HIGHER THAN THE OLD ROAD BED.  A STANDARD TABLET
 EP0335'STAMPED D 51 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0039 ***********************************************************************
 EQ0039  DESIGNATION -  D 52
 EQ0039  PID         -  EQ0039
 EQ0039  STATE/COUNTY-  NM/TORRANCE
 EQ0039  USGS QUAD   -  ESTANCIA (1986)
 EQ0039
 EQ0039                         *CURRENT SURVEY CONTROL
 EQ0039  ___________________________________________________________________
 EQ0039* NAD 83(1986)-  34 50 25.     (N)    106 03 13.     (W)     SCALED    
 EQ0039* NAVD 88     -      1872.724  (meters)    6144.10   (feet)  ADJUSTED  
 EQ0039  ___________________________________________________________________
 EQ0039  GEOID HEIGHT-         -19.77  (meters)                     GEOID03
 EQ0039  DYNAMIC HT  -        1870.059 (meters)    6135.35  (feet)  COMP
 EQ0039  MODELED GRAV-     979,145.3   (mgal)                       NAVD 88
 EQ0039
 EQ0039  VERT ORDER  -  SECOND    CLASS 0
 EQ0039
 EQ0039.The horizontal coordinates were scaled from a topographic map and have
 EQ0039.an estimated accuracy of +/- 6 seconds.
 EQ0039
 EQ0039.The orthometric height was determined by differential leveling
 EQ0039.and adjusted by the National Geodetic Survey in June 1991..
 EQ0039
 EQ0039.The geoid height was determined by GEOID03.
 EQ0039
 EQ0039.The dynamic height is computed by dividing the NAVD 88
 EQ0039.geopotential number by the normal gravity value computed on the
 EQ0039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0039.degrees latitude (g = 980.6199 gals.).
 EQ0039
 EQ0039.The modeled gravity was interpolated from observed gravity values.
 EQ0039
 EQ0039;                    North         East    Units  Estimated Accuracy
 EQ0039;SPC NM C     -   425,870.      517,960.      MT  (+/- 180 meters Scaled)
 EQ0039
 EQ0039                          SUPERSEDED SURVEY CONTROL
 EQ0039
 EQ0039  NGVD 29 (??/??/92) 1871.853  (m)         6141.24   (f) ADJ UNCH    2 0
 EQ0039
 EQ0039.Superseded values are not recommended for survey control.
 EQ0039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0039.See file dsdata.txt to determine how the superseded data were derived.
 EQ0039
 EQ0039_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDU036558(NAD 83)
 EQ0039_MARKER: DB = BENCH MARK DISK
 EQ0039_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EQ0039_SP_SET: WALL
 EQ0039_STAMPING: D 52, 1934
 EQ0039_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EQ0039
 EQ0039  HISTORY     - Date     Condition        Report By
 EQ0039  HISTORY     - 1934     MONUMENTED       CGS
 EQ0039
 EQ0039                          STATION DESCRIPTION
 EQ0039
 EQ0039'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EQ0039'5.7 MI N FROM ESTANCIA.
 EQ0039'5.7 MI. N. OF DEPOT ALONG A.T. AND S.F. RY.  AT THE WITT ICE AND GAS
 EQ0039'PLANT, 5 POLES SOUTH OF MILEPOST NO. 41, 130 FT. W. OF CENTER LINE OF
 EQ0039'TRACK, IN THE EAST FACE OF THE BUILDING AND 4 FT. ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0199 ***********************************************************************
 FO0199  DESIGNATION -  D 53
 FO0199  PID         -  FO0199
 FO0199  STATE/COUNTY-  NM/SANTA FE
 FO0199  USGS QUAD   -  EDGEWOOD (1990)
 FO0199
 FO0199                         *CURRENT SURVEY CONTROL
 FO0199  ___________________________________________________________________
 FO0199* NAD 83(1986)-  35 03 43.     (N)    106 11 36.     (W)     SCALED    
 FO0199* NAVD 88     -      2032.822  (meters)    6669.35   (feet)  ADJUSTED  
 FO0199  ___________________________________________________________________
 FO0199  GEOID HEIGHT-         -19.42  (meters)                     GEOID03
 FO0199  DYNAMIC HT  -        2029.938 (meters)    6659.89  (feet)  COMP
 FO0199  MODELED GRAV-     979,142.4   (mgal)                       NAVD 88
 FO0199
 FO0199  VERT ORDER  -  SECOND    CLASS 0
 FO0199
 FO0199.The horizontal coordinates were scaled from a topographic map and have
 FO0199.an estimated accuracy of +/- 6 seconds.
 FO0199
 FO0199.The orthometric height was determined by differential leveling
 FO0199.and adjusted by the National Geodetic Survey in June 1991..
 FO0199
 FO0199.The geoid height was determined by GEOID03.
 FO0199
 FO0199.The dynamic height is computed by dividing the NAVD 88
 FO0199.geopotential number by the normal gravity value computed on the
 FO0199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0199.degrees latitude (g = 980.6199 gals.).
 FO0199
 FO0199.The modeled gravity was interpolated from observed gravity values.
 FO0199
 FO0199;                    North         East    Units  Estimated Accuracy
 FO0199;SPC NM C     -   450,450.      505,170.      MT  (+/- 180 meters Scaled)
 FO0199
 FO0199                          SUPERSEDED SURVEY CONTROL
 FO0199
 FO0199  NGVD 29 (??/??/92) 2031.904  (m)         6666.34   (f) ADJ UNCH    2 0
 FO0199
 FO0199.Superseded values are not recommended for survey control.
 FO0199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0199.See file dsdata.txt to determine how the superseded data were derived.
 FO0199
 FO0199_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU911805(NAD 83)
 FO0199_MARKER: DB = BENCH MARK DISK
 FO0199_SETTING: 66 = SET IN ROCK OUTCROP
 FO0199_SP_SET: ROCK
 FO0199_STAMPING: D 53 1934
 FO0199_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FO0199+STABILITY: POSITION/ELEVATION WELL
 FO0199
 FO0199  HISTORY     - Date     Condition        Report By
 FO0199  HISTORY     - 1934     MONUMENTED       CGS
 FO0199  HISTORY     - 1954     GOOD             USGS
 FO0199
 FO0199                          STATION DESCRIPTION
 FO0199
 FO0199'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 FO0199'0.3 MI W FROM EDGEWOOD.
 FO0199'ABOUT 0.3 MILES WEST OF THE POST OFFICE AT EDGEWOOD, 750 FEET (STADIA)
 FO0199'WEST OF A N S GRAVELED ROAD CROSSING THE PAVEMENT, 50 FEET SOUTH OF
 FO0199'THE CENTER LINE OF U.S. HIGHWAY 66, 6 FEET NW OF A 10 INCH CEDAR POST
 FO0199'WHICH WAS ONCE IN THE FENCE LINE, SET IN FLAT LIMESTONE ROCK FLUSH
 FO0199'WITH GROUND, A STANDARD DISK STAMPED D 53 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0595 ***********************************************************************
 GL0595  DESIGNATION -  D 54
 GL0595  PID         -  GL0595
 GL0595  STATE/COUNTY-  NM/UNION
 GL0595  USGS QUAD   -  CLAYTON (1970)
 GL0595
 GL0595                         *CURRENT SURVEY CONTROL
 GL0595  ___________________________________________________________________
 GL0595* NAD 83(1986)-  36 25 14.     (N)    103 09 16.     (W)     SCALED    
 GL0595* NAVD 88     -      1507.642  (meters)    4946.32   (feet)  ADJUSTED  
 GL0595  ___________________________________________________________________
 GL0595  GEOID HEIGHT-         -22.21  (meters)                     GEOID03
 GL0595  DYNAMIC HT  -        1505.861 (meters)    4940.48  (feet)  COMP
 GL0595  MODELED GRAV-     979,397.7   (mgal)                       NAVD 88
 GL0595
 GL0595  VERT ORDER  -  FIRST     CLASS II
 GL0595
 GL0595.The horizontal coordinates were scaled from a topographic map and have
 GL0595.an estimated accuracy of +/- 6 seconds.
 GL0595
 GL0595.The orthometric height was determined by differential leveling
 GL0595.and adjusted by the National Geodetic Survey in June 1991..
 GL0595.WARNING-Repeat measurements at this control monument indicate possible
 GL0595.vertical movement.
 GL0595
 GL0595.The geoid height was determined by GEOID03.
 GL0595
 GL0595.The dynamic height is computed by dividing the NAVD 88
 GL0595.geopotential number by the normal gravity value computed on the
 GL0595.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0595.degrees latitude (g = 980.6199 gals.).
 GL0595
 GL0595.The modeled gravity was interpolated from observed gravity values.
 GL0595
 GL0595;                    North         East    Units  Estimated Accuracy
 GL0595;SPC NM E     -   601,830.      270,720.      MT  (+/- 180 meters Scaled)
 GL0595
 GL0595                          SUPERSEDED SURVEY CONTROL
 GL0595
 GL0595  NGVD 29 (??/??/92) 1506.922  (m)         4943.96   (f) ADJ UNCH    1 2
 GL0595
 GL0595.Superseded values are not recommended for survey control.
 GL0595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0595.See file dsdata.txt to determine how the superseded data were derived.
 GL0595
 GL0595_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA654321(NAD 83)
 GL0595_MARKER: DB = BENCH MARK DISK
 GL0595_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0595_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0595_STAMPING: D 54 1934
 GL0595_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0595+STABILITY: SURFACE MOTION
 GL0595_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GL0595+SATELLITE: SATELLITE OBSERVATIONS - August 09, 2005
 GL0595
 GL0595  HISTORY     - Date     Condition        Report By
 GL0595  HISTORY     - 1934     MONUMENTED       CGS
 GL0595  HISTORY     - 1956     GOOD             NGS
 GL0595  HISTORY     - 20040806 GOOD             USPSQD
 GL0595  HISTORY     - 20050809 GOOD             USPSQD
 GL0595
 GL0595                          STATION DESCRIPTION
 GL0595
 GL0595'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GL0595'2.8 MI SE FROM CLAYTON.
 GL0595'2.8 MILES SOUTHEAST ALONG THE COLORADO AND SOUTHERN RAILROAD FROM THE
 GL0595'STATION AT CLAYTON, 0.1 MILE EAST OF A CURVE IN U.S. HIGHWAY 87, 64.2
 GL0595'FEET NORTH OF THE NORTH RAIL, 59.4 FEET SOUTH OF THE CENTER LINE OF
 GL0595'THE HIGHWAY, 3.3 FEET EAST OF A WITNESS POST, SET IN THE TOP OF A
 GL0595'CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 GL0595
 GL0595                          STATION RECOVERY (2004)
 GL0595
 GL0595'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 GL0595'D 54 AND A LINE POINTING TO THE MARK PAINTED ON THE HIGHWAY. SLAT AND
 GL0595'ORANGE TAPE AT THE MARK.
 GL0595
 GL0595                          STATION RECOVERY (2005)
 GL0595
 GL0595'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 GL0595'SAME AS LAST YEAR.  STILL GOOD.
 GL0595' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1082 ***********************************************************************
 GL1082  DESIGNATION -  D 55
 GL1082  PID         -  GL1082
 GL1082  STATE/COUNTY-  NM/UNION
 GL1082  USGS QUAD   -  LITTLE GRANDE (1972)
 GL1082
 GL1082                         *CURRENT SURVEY CONTROL
 GL1082  ___________________________________________________________________
 GL1082* NAD 83(1986)-  36 44 54.     (N)    103 48 57.     (W)     SCALED    
 GL1082* NAVD 88     -      1999.904  (meters)    6561.35   (feet)  ADJUSTED  
 GL1082  ___________________________________________________________________
 GL1082  GEOID HEIGHT-         -19.27  (meters)                     GEOID03
 GL1082  DYNAMIC HT  -        1997.415 (meters)    6553.19  (feet)  COMP
 GL1082  MODELED GRAV-     979,314.4   (mgal)                       NAVD 88
 GL1082
 GL1082  VERT ORDER  -  FIRST     CLASS II
 GL1082
 GL1082.The horizontal coordinates were scaled from a topographic map and have
 GL1082.an estimated accuracy of +/- 6 seconds.
 GL1082
 GL1082.The orthometric height was determined by differential leveling
 GL1082.and adjusted by the National Geodetic Survey in June 1991..
 GL1082.WARNING-Repeat measurements at this control monument indicate possible
 GL1082.vertical movement.
 GL1082
 GL1082.The geoid height was determined by GEOID03.
 GL1082
 GL1082.The dynamic height is computed by dividing the NAVD 88
 GL1082.geopotential number by the normal gravity value computed on the
 GL1082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL1082.degrees latitude (g = 980.6199 gals.).
 GL1082
 GL1082.The modeled gravity was interpolated from observed gravity values.
 GL1082
 GL1082;                    North         East    Units  Estimated Accuracy
 GL1082;SPC NM E     -   637,680.      211,210.      MT  (+/- 180 meters Scaled)
 GL1082
 GL1082                          SUPERSEDED SURVEY CONTROL
 GL1082
 GL1082  NGVD 29 (??/??/92) 1998.941  (m)         6558.19   (f) ADJ UNCH    1 2
 GL1082
 GL1082.Superseded values are not recommended for survey control.
 GL1082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1082.See file dsdata.txt to determine how the superseded data were derived.
 GL1082
 GL1082_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA057676(NAD 83)
 GL1082_MARKER: DB = BENCH MARK DISK
 GL1082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL1082_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL1082_STAMPING: D 55 1934
 GL1082_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL1082+STABILITY: SURFACE MOTION
 GL1082_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GL1082+SATELLITE: SATELLITE OBSERVATIONS - August 10, 2005
 GL1082
 GL1082  HISTORY     - Date     Condition        Report By
 GL1082  HISTORY     - 1934     MONUMENTED       CGS
 GL1082  HISTORY     - 1955     GOOD             NGS
 GL1082  HISTORY     - 1970     GOOD             AMS
 GL1082  HISTORY     - 20040806 GOOD             USPSQD
 GL1082  HISTORY     - 20050810 GOOD             USPSQD
 GL1082
 GL1082                          STATION DESCRIPTION
 GL1082
 GL1082'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GL1082'1.3 MI SE FROM DES MOINES.
 GL1082'1.3 MILES SOUTHEAST ALONG U.S. HIGHWAYS 64 AND 87 FROM THE POST OFFICE
 GL1082'AT DES MOINES, 114 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 GL1082'41 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE COLORADO AND SOUTHERN
 GL1082'RAILROAD, 32 FEET SOUTHWEST OF MILEPOST 294, IN LINE WITH A ROW OF
 GL1082'TELEPHONE POLES, 1 FOOT NORTHWEST OF A WITNESS POST, SET IN THE TOP OF
 GL1082'A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 GL1082
 GL1082                          STATION RECOVERY (1970)
 GL1082
 GL1082'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1970
 GL1082'RECOVERED IN GOOD CONDITION.
 GL1082
 GL1082                          STATION RECOVERY (2004)
 GL1082
 GL1082'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 GL1082'MARK IS STAMPED D 55 1934
 GL1082
 GL1082                          STATION RECOVERY (2005)
 GL1082
 GL1082'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 GL1082'FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0256 ***********************************************************************
 GM0256  DESIGNATION -  D 57
 GM0256  PID         -  GM0256
 GM0256  STATE/COUNTY-  NM/COLFAX
 GM0256  USGS QUAD   -  EAGLE NEST (1995)
 GM0256
 GM0256                         *CURRENT SURVEY CONTROL
 GM0256  ___________________________________________________________________
 GM0256* NAD 83(1986)-  36 31 42.     (N)    105 16 28.     (W)     SCALED    
 GM0256* NAVD 88     -      2513.123  (meters)    8245.14   (feet)  ADJUSTED  
 GM0256  ___________________________________________________________________
 GM0256  GEOID HEIGHT-         -16.68  (meters)                     GEOID03
 GM0256  DYNAMIC HT  -        2509.534 (meters)    8233.36  (feet)  COMP
 GM0256  MODELED GRAV-     979,113.1   (mgal)                       NAVD 88
 GM0256
 GM0256  VERT ORDER  -  FIRST     CLASS II
 GM0256
 GM0256.The horizontal coordinates were scaled from a topographic map and have
 GM0256.an estimated accuracy of +/- 6 seconds.
 GM0256
 GM0256.The orthometric height was determined by differential leveling
 GM0256.and adjusted by the National Geodetic Survey in June 1991..
 GM0256
 GM0256.The geoid height was determined by GEOID03.
 GM0256
 GM0256.The dynamic height is computed by dividing the NAVD 88
 GM0256.geopotential number by the normal gravity value computed on the
 GM0256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GM0256.degrees latitude (g = 980.6199 gals.).
 GM0256
 GM0256.The modeled gravity was interpolated from observed gravity values.
 GM0256
 GM0256;                    North         East    Units  Estimated Accuracy
 GM0256;SPC NM E     -   613,550.       80,720.      MT  (+/- 180 meters Scaled)
 GM0256
 GM0256                          SUPERSEDED SURVEY CONTROL
 GM0256
 GM0256  NGVD 29 (??/??/92) 2511.890  (m)         8241.09   (f) ADJ UNCH    1 2
 GM0256
 GM0256.Superseded values are not recommended for survey control.
 GM0256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0256.See file dsdata.txt to determine how the superseded data were derived.
 GM0256
 GM0256_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDA754425(NAD 83)
 GM0256_MARKER: DB = BENCH MARK DISK
 GM0256_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GM0256_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GM0256_STAMPING: D-57 1934
 GM0256_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GM0256+STABILITY: SURFACE MOTION
 GM0256
 GM0256  HISTORY     - Date     Condition        Report By
 GM0256  HISTORY     - 1934     MONUMENTED       CGS
 GM0256  HISTORY     - 1938     GOOD             NGS
 GM0256  HISTORY     - 1944     MARK NOT FOUND   VJV
 GM0256
 GM0256                          STATION DESCRIPTION
 GM0256
 GM0256'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 GM0256'2.25 MI W FROM THERMA.
 GM0256'ALONG U.S. HWY. NO. 64, 30 FT. SOUTHWEST OF CENTERLINE OF HWY.  12 FT.
 GM0256'SOUTHWEST OF CONCRETE CULVERT, STANDARD DISC SET IN CONCRETE POST.
 GM0256'STAMPED D-57 1934.
 GM0256
 GM0256                          STATION RECOVERY (1944)
 GM0256
 GM0256'RECOVERY NOTE BY V J VANLINT CONSULTING ENGINEER 1944
 GM0256'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0422 ***********************************************************************
 GM0422  DESIGNATION -  D 58
 GM0422  PID         -  GM0422
 GM0422  STATE/COUNTY-  NM/TAOS
 GM0422  USGS QUAD   -  CARSON (1995)
 GM0422
 GM0422                         *CURRENT SURVEY CONTROL
 GM0422  ___________________________________________________________________
 GM0422* NAD 83(1986)-  36 21 50.     (N)    105 48 04.     (W)     SCALED    
 GM0422* NAVD 88     -      2094.392  (meters)    6871.35   (feet)  ADJUSTED  
 GM0422  ___________________________________________________________________
 GM0422  GEOID HEIGHT-         -18.10  (meters)                     GEOID03
 GM0422  DYNAMIC HT  -        2091.493 (meters)    6861.84  (feet)  COMP
 GM0422  MODELED GRAV-     979,173.9   (mgal)                       NAVD 88
 GM0422
 GM0422  VERT ORDER  -  FIRST     CLASS II
 GM0422
 GM0422.The horizontal coordinates were scaled from a topographic map and have
 GM0422.an estimated accuracy of +/- 6 seconds.
 GM0422
 GM0422.The orthometric height was determined by differential leveling
 GM0422.and adjusted by the National Geodetic Survey in June 1991..
 GM0422
 GM0422.The geoid height was determined by GEOID03.
 GM0422
 GM0422.The dynamic height is computed by dividing the NAVD 88
 GM0422.geopotential number by the normal gravity value computed on the
 GM0422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GM0422.degrees latitude (g = 980.6199 gals.).
 GM0422
 GM0422.The modeled gravity was interpolated from observed gravity values.
 GM0422
 GM0422;                    North         East    Units  Estimated Accuracy
 GM0422;SPC NM C     -   594,980.      540,280.      MT  (+/- 180 meters Scaled)
 GM0422
 GM0422                          SUPERSEDED SURVEY CONTROL
 GM0422
 GM0422.No superseded survey control is available for this station.
 GM0422
 GM0422_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDA281246(NAD 83)
 GM0422_MARKER: DB = BENCH MARK DISK
 GM0422_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GM0422_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GM0422_STAMPING: D 58 1934
 GM0422_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GM0422+STABILITY: SURFACE MOTION
 GM0422
 GM0422  HISTORY     - Date     Condition        Report By
 GM0422  HISTORY     - 1934     MONUMENTED       CGS
 GM0422  HISTORY     - 1959     GOOD             USGS
 GM0422
 GM0422                          STATION DESCRIPTION
 GM0422
 GM0422'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 GM0422'5.8 MI SE FROM TAOS JUNCTION.
 GM0422'5.8 MILES SOUTHEAST ALONG THE 1934 ROUTE OF STATE HIGHWAY 96 FROM TAOS
 GM0422'JUNCTION ABOUT 11.2 MILES NORTH AND EAST ALONG US HWY 285 FROM THE
 GM0422'CHURCH AT OJO CALIENTE TO THE INTERSECTION OF US HWY 285 AND STATE HWY
 GM0422'96, THENCE EAST ALONG STATE HWY 96 5.8 MILES TO THE INTERSECTION OF
 GM0422'STATE HWY 96 AND A N-S TRACK ROAD, 140 FT. EAST OF THE INTERSECTION,
 GM0422'AND 25 FT. S. OF STATE HWY 96.  A STANDARD DISK STAMPED D 58 1934 AND
 GM0422'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0134 ***********************************************************************
 EQ0134  DESIGNATION -  D 6
 EQ0134  PID         -  EQ0134
 EQ0134  STATE/COUNTY-  NM/SOCORRO
 EQ0134  USGS QUAD   -  SCHOLLE (1995)
 EQ0134
 EQ0134                         *CURRENT SURVEY CONTROL
 EQ0134  ___________________________________________________________________
 EQ0134* NAD 83(1986)-  34 25 42.     (N)    106 25 52.     (W)     SCALED    
 EQ0134* NAVD 88     -      1769.158  (meters)    5804.31   (feet)  ADJUSTED  
 EQ0134  ___________________________________________________________________
 EQ0134  GEOID HEIGHT-         -20.45  (meters)                     GEOID03
 EQ0134  DYNAMIC HT  -        1766.648 (meters)    5796.08  (feet)  COMP
 EQ0134  MODELED GRAV-     979,153.7   (mgal)                       NAVD 88
 EQ0134
 EQ0134  VERT ORDER  -  FIRST     CLASS II
 EQ0134
 EQ0134.The horizontal coordinates were scaled from a topographic map and have
 EQ0134.an estimated accuracy of +/- 6 seconds.
 EQ0134
 EQ0134.The orthometric height was determined by differential leveling
 EQ0134.and adjusted by the National Geodetic Survey in June 1991..
 EQ0134
 EQ0134.The geoid height was determined by GEOID03.
 EQ0134
 EQ0134.The dynamic height is computed by dividing the NAVD 88
 EQ0134.geopotential number by the normal gravity value computed on the
 EQ0134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0134.degrees latitude (g = 980.6199 gals.).
 EQ0134
 EQ0134.The modeled gravity was interpolated from observed gravity values.
 EQ0134
 EQ0134;                    North         East    Units  Estimated Accuracy
 EQ0134;SPC NM C     -   380,180.      483,350.      MT  (+/- 180 meters Scaled)
 EQ0134
 EQ0134                          SUPERSEDED SURVEY CONTROL
 EQ0134
 EQ0134  NGVD 29 (??/??/92) 1768.374  (m)         5801.74   (f) ADJ UNCH    1 2
 EQ0134
 EQ0134.Superseded values are not recommended for survey control.
 EQ0134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0134.See file dsdata.txt to determine how the superseded data were derived.
 EQ0134
 EQ0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU685105(NAD 83)
 EQ0134_MARKER: DB = BENCH MARK DISK
 EQ0134_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EQ0134_SP_SET: BRIDGE
 EQ0134_STAMPING: 5801.701
 EQ0134_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EQ0134
 EQ0134  HISTORY     - Date     Condition        Report By
 EQ0134  HISTORY     - UNK      MONUMENTED       CGS
 EQ0134  HISTORY     - 1958     GOOD             NGS
 EQ0134
 EQ0134                          STATION DESCRIPTION
 EQ0134
 EQ0134'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 EQ0134'13.55 MI SW FROM MOUNTAINAIR.
 EQ0134'ABOUT 13.55 MILES SOUTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 EQ0134'RAILWAY FROM THE STATION AT MOUNTAINAIR, 12 1/2 POLES WEST OF MILEPOST
 EQ0134'869, IN THE TOP OF THE NORTH END OF THE EAST CONCRETE ABUTMENT OF A
 EQ0134'LARGE BRIDGE, 7 FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK, ABOUT
 EQ0134'0.5 MILE WEST OF THE SCHOLE SIDING SIGN, AND ABOUT 2 FEET BELOW THE
 EQ0134'LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0062 ***********************************************************************
 ER0062  DESIGNATION -  D 64
 ER0062  PID         -  ER0062
 ER0062  STATE/COUNTY-  NM/CATRON
 ER0062  USGS QUAD   -  COW SPRINGS (1972)
 ER0062
 ER0062                         *CURRENT SURVEY CONTROL
 ER0062  ___________________________________________________________________
 ER0062* NAD 83(1986)-  34 11 54.     (N)    108 56 31.     (W)     SCALED    
 ER0062* NAVD 88     -      2296.240  (meters)    7533.58   (feet)  ADJUSTED  
 ER0062  ___________________________________________________________________
 ER0062  GEOID HEIGHT-         -22.04  (meters)                     GEOID03
 ER0062  DYNAMIC HT  -        2292.666 (meters)    7521.85  (feet)  COMP
 ER0062  MODELED GRAV-     978,996.3   (mgal)                       NAVD 88
 ER0062
 ER0062  VERT ORDER  -  SECOND    CLASS 0
 ER0062
 ER0062.The horizontal coordinates were scaled from a topographic map and have
 ER0062.an estimated accuracy of +/- 6 seconds.
 ER0062
 ER0062.The orthometric height was determined by differential leveling
 ER0062.and adjusted by the National Geodetic Survey in June 1991..
 ER0062
 ER0062.The geoid height was determined by GEOID03.
 ER0062
 ER0062.The dynamic height is computed by dividing the NAVD 88
 ER0062.geopotential number by the normal gravity value computed on the
 ER0062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0062.degrees latitude (g = 980.6199 gals.).
 ER0062
 ER0062.The modeled gravity was interpolated from observed gravity values.
 ER0062
 ER0062;                    North         East    Units  Estimated Accuracy
 ER0062;SPC NM W     -   355,210.      727,830.      MT  (+/- 180 meters Scaled)
 ER0062
 ER0062                          SUPERSEDED SURVEY CONTROL
 ER0062
 ER0062  NGVD 29 (??/??/92) 2295.258  (m)         7530.36   (f) ADJ UNCH    2 0
 ER0062
 ER0062.Superseded values are not recommended for survey control.
 ER0062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0062.See file dsdata.txt to determine how the superseded data were derived.
 ER0062
 ER0062_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC896860(NAD 83)
 ER0062_MARKER: DB = BENCH MARK DISK
 ER0062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ER0062_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ER0062_STAMPING: D 64 1934
 ER0062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0062+STABILITY: SURFACE MOTION
 ER0062
 ER0062  HISTORY     - Date     Condition        Report By
 ER0062  HISTORY     - 1934     MONUMENTED       CGS
 ER0062  HISTORY     - 1972     GOOD             NGS
 ER0062  HISTORY     - 1972     GOOD             USGS
 ER0062
 ER0062                          STATION DESCRIPTION
 ER0062
 ER0062'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ER0062'22.1 MI E FROM SPRINGERVILLE, AZ.
 ER0062'22.1 MILES EAST ALONG U.S. HWY. 60 FROM SPRINGERVILLE, APACHE COUNTY,
 ER0062'ARIZONA, 0.5 MILE WEST OF A PRIVATE ROAD LEADING SOUTH, IN LINE WITH A
 ER0062'NORTH-AND-SOUTH FENCE, AND 30 FEET SOUTH OF THE CENTER LINE OF THE
 ER0062'HIGHWAY.  DISK SET IN THE TOP OF A CONCRETE POST.
 ER0062
 ER0062                          STATION RECOVERY (1972)
 ER0062
 ER0062'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 ER0062'RECOVERED IN GOOD CONDITION.
 ER0062
 ER0062                          STATION RECOVERY (1972)
 ER0062
 ER0062'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 ER0062'IN CATRON COUNTY, NEW MEXICO, 20.6 MILES EAST ALONG U.S. HIGHWAY 60
 ER0062'FROM THE POST OFFICE AT SPRINGERVILLE, APACHE COUNTY, ARIZONA, 6.55
 ER0062'MILES EAST OF THE STATE LINE, 0.6 MILE SOUTHWEST OF A WINDMILL, 291
 ER0062'FEET NORTHWEST OF THE OF THE HIGHWAY AT A CONCRETE BOX CULVERT, 199
 ER0062'FEET NORTHWEST OF THE OF THE HIGHWAY, 112 FEET NORTHWEST OF
 ER0062'RIGHT-OF-WAY POST 346 &67. A STANDARD DISK STAMPED 'D 64 1934' AND
 ER0062'SET IN THE TOP OF A CONCRETE POST PROJECTING 1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0326 ***********************************************************************
 FN0326  DESIGNATION -  D 66
 FN0326  PID         -  FN0326
 FN0326  STATE/COUNTY-  NM/SAN MIGUEL
 FN0326  USGS QUAD   -  NORTH SAN YSIDRO (1966)
 FN0326
 FN0326                         *CURRENT SURVEY CONTROL
 FN0326  ___________________________________________________________________
 FN0326* NAD 83(1986)-  35 24 53.     (N)    105 32 39.     (W)     SCALED    
 FN0326* NAVD 88     -      1978.402  (meters)    6490.81   (feet)  ADJUSTED  
 FN0326  ___________________________________________________________________
 FN0326  GEOID HEIGHT-         -18.70  (meters)                     GEOID03
 FN0326  DYNAMIC HT  -        1975.710 (meters)    6481.98  (feet)  COMP
 FN0326  MODELED GRAV-     979,201.2   (mgal)                       NAVD 88
 FN0326
 FN0326  VERT ORDER  -  SECOND    CLASS 0
 FN0326
 FN0326.The horizontal coordinates were scaled from a topographic map and have
 FN0326.an estimated accuracy of +/- 6 seconds.
 FN0326
 FN0326.The orthometric height was determined by differential leveling
 FN0326.and adjusted by the National Geodetic Survey in June 1991..
 FN0326
 FN0326.The geoid height was determined by GEOID03.
 FN0326
 FN0326.The dynamic height is computed by dividing the NAVD 88
 FN0326.geopotential number by the normal gravity value computed on the
 FN0326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FN0326.degrees latitude (g = 980.6199 gals.).
 FN0326
 FN0326.The modeled gravity was interpolated from observed gravity values.
 FN0326
 FN0326;                    North         East    Units  Estimated Accuracy
 FN0326;SPC NM E     -   490,260.       55,030.      MT  (+/- 180 meters Scaled)
 FN0326
 FN0326                          SUPERSEDED SURVEY CONTROL
 FN0326
 FN0326  NGVD 29 (??/??/92) 1977.500  (m)         6487.85   (f) ADJ UNCH    2 0
 FN0326
 FN0326.Superseded values are not recommended for survey control.
 FN0326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0326.See file dsdata.txt to determine how the superseded data were derived.
 FN0326
 FN0326_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV505191(NAD 83)
 FN0326_MARKER: DB = BENCH MARK DISK
 FN0326_SETTING: 80 = SET IN A BOULDER
 FN0326_STAMPING: D 66 1934
 FN0326_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FN0326+STABILITY: SURFACE MOTION
 FN0326
 FN0326  HISTORY     - Date     Condition        Report By
 FN0326  HISTORY     - 1934     MONUMENTED       CGS
 FN0326
 FN0326                          STATION DESCRIPTION
 FN0326
 FN0326'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FN0326'6.5 MI NW FROM RIBERA.
 FN0326'6.5 MI. N.W. ON A.T. AND F.S. RY.  3 POLES E. OF MILE POLE NO. 806,
 FN0326'100 YDS. W. OF E. END OF FILL ABOUT 400 YDS. LONG, 74 FT. S.W. OF
 FN0326'CENTER LINE OF TRACK AND SET ON TOP OF A LARGE, SANDSTONE BOULDER
 FN0326'ABOUT 8 FT. BELOW LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0051 ***********************************************************************
 FP0051  DESIGNATION -  D 67
 FP0051  PID         -  FP0051
 FP0051  STATE/COUNTY-  NM/MCKINLEY
 FP0051  USGS QUAD   -  THOREAU (1980)
 FP0051
 FP0051                         *CURRENT SURVEY CONTROL
 FP0051  ___________________________________________________________________
 FP0051* NAD 83(1986)-  35 24 43.     (N)    108 11 17.     (W)     SCALED    
 FP0051* NAVD 88     -      2169.477  (meters)    7117.69   (feet)  ADJUSTED  
 FP0051  ___________________________________________________________________
 FP0051  GEOID HEIGHT-         -20.20  (meters)                     GEOID03
 FP0051  DYNAMIC HT  -        2166.365 (meters)    7107.48  (feet)  COMP
 FP0051  MODELED GRAV-     979,121.4   (mgal)                       NAVD 88
 FP0051
 FP0051  VERT ORDER  -  SECOND    CLASS 0
 FP0051
 FP0051.The horizontal coordinates were scaled from a topographic map and have
 FP0051.an estimated accuracy of +/- 6 seconds.
 FP0051
 FP0051.The orthometric height was determined by differential leveling
 FP0051.and adjusted by the National Geodetic Survey in June 1991..
 FP0051
 FP0051.The geoid height was determined by GEOID03.
 FP0051
 FP0051.The dynamic height is computed by dividing the NAVD 88
 FP0051.geopotential number by the normal gravity value computed on the
 FP0051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0051.degrees latitude (g = 980.6199 gals.).
 FP0051
 FP0051.The modeled gravity was interpolated from observed gravity values.
 FP0051
 FP0051;                    North         East    Units  Estimated Accuracy
 FP0051;SPC NM W     -   489,340.      797,780.      MT  (+/- 180 meters Scaled)
 FP0051
 FP0051                          SUPERSEDED SURVEY CONTROL
 FP0051
 FP0051  NGVD 29 (??/??/92) 2168.378  (m)         7114.09   (f) ADJ UNCH    2 0
 FP0051
 FP0051.Superseded values are not recommended for survey control.
 FP0051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0051.See file dsdata.txt to determine how the superseded data were derived.
 FP0051
 FP0051_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYE553223(NAD 83)
 FP0051_MARKER: DB = BENCH MARK DISK
 FP0051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FP0051_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FP0051_STAMPING: D 67 1934
 FP0051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FP0051+STABILITY: SURFACE MOTION
 FP0051
 FP0051  HISTORY     - Date     Condition        Report By
 FP0051  HISTORY     - 1934     MONUMENTED       CGS
 FP0051  HISTORY     - 1960     GOOD             USGS
 FP0051  HISTORY     - 1982     MARK NOT FOUND   NGS
 FP0051
 FP0051                          STATION DESCRIPTION
 FP0051
 FP0051'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 FP0051'2.4 MI NE FROM THOREAU.
 FP0051'2.4 MI. NE ALONG STATE HWY. 56 FROM THE A.T. AND S.F. R.R. STATION AT
 FP0051'THOREAU, MCKINLEY COUNTY, ABOUT 375 FT. SE OF THE CENTER LINE OF THE
 FP0051'HWY., 84 FT. NE OF JET OF TRAIL AND ABANDONED HWY., 30 FT. S. OF
 FP0051'ABANDONED HWY.  A STD. DISK STAMPED D 67 1934 AND SET IN THE TOP OF A
 FP0051'CONC. POST.
 FP0051
 FP0051                          STATION RECOVERY (1982)
 FP0051
 FP0051'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FP0051'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0797 ***********************************************************************
 FO0797  DESIGNATION -  D 68
 FO0797  PID         -  FO0797
 FO0797  STATE/COUNTY-  NM/MCKINLEY
 FO0797  USGS QUAD   -  SEVEN LAKES (1970)
 FO0797
 FO0797                         *CURRENT SURVEY CONTROL
 FO0797  ___________________________________________________________________
 FO0797* NAD 83(1986)-  35 51 59.     (N)    107 56 22.     (W)     SCALED    
 FO0797* NAVD 88     -      2060.442  (meters)    6759.97   (feet)  ADJUSTED  
 FO0797  ___________________________________________________________________
 FO0797  GEOID HEIGHT-         -20.97  (meters)                     GEOID03
 FO0797  DYNAMIC HT  -        2057.584 (meters)    6750.59  (feet)  COMP
 FO0797  MODELED GRAV-     979,172.3   (mgal)                       NAVD 88
 FO0797
 FO0797  VERT ORDER  -  SECOND    CLASS 0
 FO0797
 FO0797.The horizontal coordinates were scaled from a topographic map and have
 FO0797.an estimated accuracy of +/- 6 seconds.
 FO0797
 FO0797.The orthometric height was determined by differential leveling
 FO0797.and adjusted by the National Geodetic Survey in June 1991..
 FO0797
 FO0797.The geoid height was determined by GEOID03.
 FO0797
 FO0797.The dynamic height is computed by dividing the NAVD 88
 FO0797.geopotential number by the normal gravity value computed on the
 FO0797.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0797.degrees latitude (g = 980.6199 gals.).
 FO0797
 FO0797.The modeled gravity was interpolated from observed gravity values.
 FO0797
 FO0797;                    North         East    Units  Estimated Accuracy
 FO0797;SPC NM W     -   539,700.      820,420.      MT  (+/- 180 meters Scaled)
 FO0797
 FO0797                          SUPERSEDED SURVEY CONTROL
 FO0797
 FO0797  NGVD 29 (??/??/92) 2059.370  (m)         6756.45   (f) ADJ UNCH    2 0
 FO0797
 FO0797.Superseded values are not recommended for survey control.
 FO0797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0797.See file dsdata.txt to determine how the superseded data were derived.
 FO0797
 FO0797_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBV345731(NAD 83)
 FO0797_MARKER: DB = BENCH MARK DISK
 FO0797_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FO0797_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FO0797_STAMPING: D 68 1934
 FO0797_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO0797+STABILITY: SURFACE MOTION
 FO0797
 FO0797  HISTORY     - Date     Condition        Report By
 FO0797  HISTORY     - 1934     MONUMENTED       CGS
 FO0797
 FO0797                          STATION DESCRIPTION
 FO0797
 FO0797'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FO0797'15.2 MI S FROM PUEBLE BONITO.
 FO0797'15.2 MI. S. ALONG STATE NO. 35.  ABOUT 48 FT. W. OF CENTER LINE OF
 FO0797'HWY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0346 ***********************************************************************
 GN0346  DESIGNATION -  D 69
 GN0346  PID         -  GN0346
 GN0346  STATE/COUNTY-  NM/SAN JUAN
 GN0346  USGS QUAD   -  HUERFANO TRADING POST NW (1978)
 GN0346
 GN0346                         *CURRENT SURVEY CONTROL
 GN0346  ___________________________________________________________________
 GN0346* NAD 83(1986)-  36 25 33.     (N)    107 53 17.     (W)     SCALED    
 GN0346* NAVD 88     -      2042.743  (meters)    6701.90   (feet)  ADJUSTED  
 GN0346  ___________________________________________________________________
 GN0346  GEOID HEIGHT-         -20.86  (meters)                     GEOID03
 GN0346  DYNAMIC HT  -        2039.994 (meters)    6692.88  (feet)  COMP
 GN0346  MODELED GRAV-     979,213.5   (mgal)                       NAVD 88
 GN0346
 GN0346  VERT ORDER  -  SECOND    CLASS 0
 GN0346
 GN0346.The horizontal coordinates were scaled from a topographic map and have
 GN0346.an estimated accuracy of +/- 6 seconds.
 GN0346
 GN0346.The orthometric height was determined by differential leveling
 GN0346.and adjusted by the National Geodetic Survey in June 1991..
 GN0346
 GN0346.The geoid height was determined by GEOID03.
 GN0346
 GN0346.The dynamic height is computed by dividing the NAVD 88
 GN0346.geopotential number by the normal gravity value computed on the
 GN0346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GN0346.degrees latitude (g = 980.6199 gals.).
 GN0346
 GN0346.The modeled gravity was interpolated from observed gravity values.
 GN0346
 GN0346;                    North         East    Units  Estimated Accuracy
 GN0346;SPC NM W     -   601,770.      825,090.      MT  (+/- 180 meters Scaled)
 GN0346
 GN0346                          SUPERSEDED SURVEY CONTROL
 GN0346
 GN0346  NGVD 29 (??/??/92) 2041.639  (m)         6698.28   (f) ADJ UNCH    2 0
 GN0346
 GN0346.Superseded values are not recommended for survey control.
 GN0346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0346.See file dsdata.txt to determine how the superseded data were derived.
 GN0346
 GN0346_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBA410350(NAD 83)
 GN0346_MARKER: DB = BENCH MARK DISK
 GN0346_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GN0346_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GN0346_STAMPING: D 69, 1934
 GN0346_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GN0346+STABILITY: SURFACE MOTION
 GN0346
 GN0346  HISTORY     - Date     Condition        Report By
 GN0346  HISTORY     - 1934     MONUMENTED       CGS
 GN0346
 GN0346                          STATION DESCRIPTION
 GN0346
 GN0346'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GN0346'7.3 MI N FROM HAYNES P O.
 GN0346'7.3 MI. N. ALONG STATE NO. 55 AT THE JUNCTION OF STATE NO. 55 AND ROAD
 GN0346'TO CARSONS  TRADING POST, AT THE TOP OF A SMALL HILL, 35 FT. S.W. OF
 GN0346'CENTER LINE OF HWY. AND 24 FT. N. OF ROAD TO CARSONS STORE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0368 ***********************************************************************
 EO0368  DESIGNATION -  D 7
 EO0368  PID         -  EO0368
 EO0368  STATE/COUNTY-  NM/ROOSEVELT
 EO0368  USGS QUAD   -  PORTALES (1985)
 EO0368
 EO0368                         *CURRENT SURVEY CONTROL
 EO0368  ___________________________________________________________________
 EO0368* NAD 83(1986)-  34 11 14.     (N)    103 20 22.     (W)     SCALED    
 EO0368* NAVD 88     -      1223.399  (meters)    4013.77   (feet)  ADJUSTED  
 EO0368  ___________________________________________________________________
 EO0368  GEOID HEIGHT-         -22.92  (meters)                     GEOID03
 EO0368  DYNAMIC HT  -        1221.825 (meters)    4008.60  (feet)  COMP
 EO0368  MODELED GRAV-     979,306.8   (mgal)                       NAVD 88
 EO0368
 EO0368  VERT ORDER  -  FIRST     CLASS II
 EO0368
 EO0368.The horizontal coordinates were scaled from a topographic map and have
 EO0368.an estimated accuracy of +/- 6 seconds.
 EO0368
 EO0368.The orthometric height was determined by differential leveling
 EO0368.and adjusted by the National Geodetic Survey in June 1991..
 EO0368
 EO0368.The geoid height was determined by GEOID03.
 EO0368
 EO0368.The dynamic height is computed by dividing the NAVD 88
 EO0368.geopotential number by the normal gravity value computed on the
 EO0368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0368.degrees latitude (g = 980.6199 gals.).
 EO0368
 EO0368.The modeled gravity was interpolated from observed gravity values.
 EO0368
 EO0368;                    North         East    Units  Estimated Accuracy
 EO0368;SPC NM E     -   353,870.      256,610.      MT  (+/- 180 meters Scaled)
 EO0368
 EO0368                          SUPERSEDED SURVEY CONTROL
 EO0368
 EO0368.No superseded survey control is available for this station.
 EO0368
 EO0368_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFT530841(NAD 83)
 EO0368_MARKER: DB = BENCH MARK DISK
 EO0368_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EO0368_SP_SET: BUILDING
 EO0368_STAMPING: 4012 029 D 7 1916
 EO0368_MARK LOGO: CGS   
 EO0368_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EO0368
 EO0368  HISTORY     - Date     Condition        Report By
 EO0368  HISTORY     - 1916     MONUMENTED       CGS
 EO0368  HISTORY     - 1944     GOOD             NGS
 EO0368  HISTORY     - 1982     GOOD             NGS
 EO0368  HISTORY     - 20050525 MARK NOT FOUND   USPSQD
 EO0368
 EO0368                          STATION DESCRIPTION
 EO0368
 EO0368'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 EO0368'IN PORTALES.
 EO0368'AT PORTALES, ROOSEVELT COUNTY, AT THE ATCHISON, TOPEKA AND SANTA FE
 EO0368'RAILWAY STATION, IN THE FACE OF THE WALL OF THE TICKET OFFICE FACING
 EO0368'THE TRACK, 0.7 FOOT NORTH OF THE SOUTH END OF THE TICKET OFFICE, AND 4
 EO0368'FEET ABOVE THE BRICK WALK.  A STANDARD DISK STAMPED 4012.029 D 7 1916
 EO0368'AND SET VERTICALLY.
 EO0368
 EO0368                          STATION RECOVERY (1982)
 EO0368
 EO0368'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 EO0368'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  IN PORTALES,
 EO0368'AT THE INTERSECTION OF NORTH AVENUE A AND THE SANTA FE RAILROAD, SET
 EO0368'VERTICALLY IN THE NORTHWEST FACE OF THE RAILROAD STATION, 79.0 METERS
 EO0368'(259.1 FT) SOUTHWEST OF THE CENTER OF THE AVENUE, 6.7 METERS (22.0 FT)
 EO0368'SOUTHEAST OF THE NEAR RAIL, 12.8 METERS (42.0 FT) SOUTHWEST OF THE
 EO0368'NORTHEAST CORNER OF THE STATION, 4.6 METERS (15.1 FT) NORTH-NORTHEAST
 EO0368'OF THE SOUTH ENTRANCE TO THE STATION AND 4.0 METERS (13.1 FT)
 EO0368'SOUTH-SOUTHEAST OF SIGNAL NUMBER T0.
 EO0368'THE MARK IS 1.2 M ABOVE THE PLATFORM.
 EO0368
 EO0368                          STATION RECOVERY (2005)
 EO0368
 EO0368'RECOVERY NOTE BY US POWER SQUADRON 2005 (RPJ)
 EO0368'THE DISK HAS BEEN PRIED OUT OF THE STUCCO WALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS1217 ***********************************************************************
 DS1217  DESIGNATION -  D 7
 DS1217  PID         -  DS1217
 DS1217  STATE/COUNTY-  NM/SIERRA
 DS1217  USGS QUAD   -  CAPITOL PEAK (1981)
 DS1217
 DS1217                         *CURRENT SURVEY CONTROL
 DS1217  ___________________________________________________________________
 DS1217* NAD 83(1992)-  33 23 21.97847(N)    106 24 25.53732(W)     ADJUSTED  
 DS1217* NAVD 88     -      1415.08   (+/-2cm)    4642.6    (feet)  VERTCON   
 DS1217  ___________________________________________________________________
 DS1217  LAPLACE CORR-          -4.90  (seconds)                    DEFLEC99
 DS1217  GEOID HEIGHT-         -22.29  (meters)                     GEOID03
 DS1217
 DS1217  HORZ ORDER  -  FIRST
 DS1217  VERT ORDER  -  THIRD ? (See Below)
 DS1217
 DS1217.The horizontal coordinates were established by classical geodetic methods
 DS1217.and adjusted by the National Geodetic Survey in December 1993..
 DS1217
 DS1217.The NAVD 88 height was computed by applying the VERTCON shift value to
 DS1217.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DS1217.The vertical order pertains to the NGVD 29 superseded value.
 DS1217
 DS1217.The Laplace correction was computed from DEFLEC99 derived deflections.
 DS1217
 DS1217.The geoid height was determined by GEOID03.
 DS1217
 DS1217;                    North         East     Units Scale Factor Converg.
 DS1217;SPC NM W     -   265,852.446   962,692.436   MT  1.00013368   +0 47 06.0
 DS1217;SPC NM W     -   872,217.57  3,158,433.43   sFT  1.00013368   +0 47 06.0
 DS1217;SPC NM C     -   264,950.062   485,385.378   MT  0.99990263   -0 05 11.2
 DS1217;SPC NM C     -   869,257.00  1,592,468.53   sFT  0.99990263   -0 05 11.2
 DS1217;UTM  13      - 3,695,345.949   369,130.438   MT  0.99981116   -0 46 28.1
 DS1217
 DS1217!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS1217!SPC NM W     -   0.99978139  x   1.00013368  =   0.99991504
 DS1217!SPC NM C     -   0.99978139  x   0.99990263  =   0.99968404
 DS1217!UTM  13      -   0.99978139  x   0.99981116  =   0.99959259
 DS1217
 DS1217:                Primary Azimuth Mark                     Grid Az
 DS1217:SPC NM W     -  NORTHWEST 70                             012 03 39.5
 DS1217:SPC NM C     -  NORTHWEST 70                             012 55 56.7
 DS1217:UTM  13      -  NORTHWEST 70                             013 37 13.6
 DS1217
 DS1217|---------------------------------------------------------------------|
 DS1217| PID    Reference Object                     Distance      Geod. Az  |
 DS1217|                                                           dddmmss.s |
 DS1217| DS1220 NORTHWEST 70                        APPROX. 9.4 KM 0125045.5 |
 DS1217| CD2776 D 7 AZ MK                                          0772640.1 |
 DS1217| CD2777 D 7 RM 1                              7.951 METERS 23130     |
 DS1217| CD2778 D 7 RM 2                             11.439 METERS 33109     |
 DS1217|---------------------------------------------------------------------|
 DS1217
 DS1217                          SUPERSEDED SURVEY CONTROL
 DS1217
 DS1217  NAD 83(1986)-  33 23 21.98529(N)    106 24 25.53979(W) AD(       ) 1
 DS1217  NAD 27      -  33 23 21.71940(N)    106 24 23.51600(W) AD(       ) 1
 DS1217  NGVD 29 (07/19/86) 1414.43   (m)         4640.5    (f) LEVELING    3  
 DS1217
 DS1217.Superseded values are not recommended for survey control.
 DS1217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS1217.See file dsdata.txt to determine how the superseded data were derived.
 DS1217
 DS1217_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS6913095346(NAD 83)
 DS1217_MARKER: DD = SURVEY DISK
 DS1217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS1217
 DS1217  HISTORY     - Date     Condition        Report By
 DS1217  HISTORY     - 1952     MONUMENTED       CGS
 DS1217  HISTORY     - 1967     GOOD             CGS
 DS1217
 DS1217                          STATION DESCRIPTION
 DS1217
 DS1217'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RLE)
 DS1217'THE STATION IS LOCATED JUST NORTHEAST OF SALINAS MOUNTAIN
 DS1217'ON THE EAST SLOPE OF A PROMINENT PEAK, 210 FEET SOUTH OF THE
 DS1217'SOUTH SIDE OF A CONCRETE BUILDING, AND 3 FEET NORTHEAST OF A
 DS1217'WITNESS POST.  IT IS A WHITE SANDS PROVING GROUND MARK, AN
 DS1217'ALUMINUM DISK SET IN THE TOP OF A 6 INCH SQUARE CONCRETE
 DS1217'POST PROJECTING 14 INCHES AND IS STAMPED -D 7-.
 DS1217'
 DS1217'REFERENCE MARK NO. 1 PROJECTING 4 INCHES IS 2 FEET HIGHER
 DS1217'IN ELEVATION THAN THE STATION AND IS STAMPED D 7 NO 1 WSPG 1952.
 DS1217'
 DS1217'REFERENCE MARK NO. 2 PROJECTING 5 INCHES IS 3 FEET HIGHER IN
 DS1217'ELEVATION THAN THE STATION AND IS STAMPED D 7 NO 2 WSPG 1952.
 DS1217'
 DS1217'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 49.04 FEET.
 DS1217'
 DS1217'THE AZIMUTH MARK IS SET DIRECTLY BENEATH A 3 LEGGED WOODEN
 DS1217'TRIPOD, 0.15 MILE NORTH OF A ROAD AND TELEPHONE POLE NO. 570.
 DS1217'IT IS AN ALUMINUM DISK SET IN THE TOP OF A 6 INCH SQUARE CONCRETE
 DS1217'POST PROJECTING 15 INCHES AND THERE IS NO STAMPING ON THE MARK.
 DS1217'
 DS1217'TO REACH THE STATION FROM THE OLD POST OFFICE IN OSCURA, GO
 DS1217'WEST ON THE MOCKING BIRD GAP ROAD FOR 11.5 MILES TO A FORK
 DS1217'AND SIGN MALPAIS, TAKE LEFT FORK AND GO SOUTH FOR 1.9 MILES
 DS1217'TO A CROSSROAD.  TURN RIGHT AND GO SOUTHWEST ALONG TELEPHONE
 DS1217'LINE FOR 10.6 MILES TO TELEPHONE POLE NO. 570 ON RIGHT,
 DS1217'(AZIMUTH MARK IS 0.15 MILE NORTH AS DESCRIBED.) CONTINUE
 DS1217'SOUTHWEST FOR 1.15 MILES TO A T INTERSECTION, TURN RIGHT AND
 DS1217'FOLLOW TRACK ROAD NORTHERLY FOR 0.9 MILE TO STATION AS
 DS1217'DESCRIBED JUST SOUTH OF CONCRETE BUILDING.
 DS1217
 DS1217                          STATION RECOVERY (1967)
 DS1217
 DS1217'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (JWC)
 DS1217'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED.
 DS1217'THE STATION MARK WAS NOT FOUND IN ITS ORIGINAL CONDITION.
 DS1217'IT HAD BEEN RESET OR REINFORCED BY ANOTHER ORGANIZATION.
 DS1217'INFORMATION AS TO WHAT OCCURED WAS NOT AVAILABLE AT THIS
 DS1217'WRITING.  A DIFFERENCE IN THE DISTANCE TO THE REFERENCE
 DS1217'MARKS WAS NOTED.  THE DIRECTIONS TO THE REFERENCE MARKS
 DS1217'AGREED WITH THE ORIGINAL OBSERVATIONS.  THE AZIMUTH MARK
 DS1217'HAS BEEN DESTROYED.  BENCH MARK X 237 1952 WAS ESTABLISHED
 DS1217'FOR AN AZIMUTH MARK.  A COMPLETE NEW DESCRIPTION FOLLOWS.
 DS1217'
 DS1217'THE STATION IS ABOUT 21-1/2 MILES WEST-SOUTHWEST OF OSCURO,
 DS1217'19-1/2 MILES WEST-NORTHWEST OF THREE RIVERS, 9-1/2 MILES
 DS1217'NORTHEAST OF SALINAS MOUNTAIN AND ON THE EAST SLOPE OF A
 DS1217'PROMINENT PEAK.
 DS1217'
 DS1217'TO REACH THE STATION FROM THE POST OFFICE IN TULAROSA, GO
 DS1217'WESTERLY ON STATE HIGHWAY 52 FOR 1.25 MILES TO A T-ROAD
 DS1217'JUNCTION JUST AFTER CROSSING RAILROAD TRACKS.  TURN RIGHT
 DS1217'AND GO NORTH FOR 0.2 MILE TO WHERE THE MAIN ROAD TURNS WEST,
 DS1217'TURN LEFT AND FOLLOW MAIN ROAD WEST FOR 6.5 MILES TO CROSSROADS
 DS1217'AND A GUARD SHACK ON THE LEFT.  CONTINUE WEST AND NORTHWEST
 DS1217'ON THE PAVED ROAD FOR 21.5 MILES TO A CROSSROADS AT RHODES
 DS1217'CANYON RANGE CENTER.  TURN RIGHT AND GO NORTH ON THE PAVED
 DS1217'ROAD FOR 15.55 MILES TO A SMALL WHITE BUILDING AND A
 DS1217'ASTRODOME ON THE RIGHT (SW 70).  CONTINUE NORTH ON THE PAVED
 DS1217'ROAD FOR 0.5 MILE TO THE AZIMUTH MARK ON THE LEFT.
 DS1217'CONTINUE NORTH ON THE PAVED ROAD FOR 0.4 MILE TO A POINT
 DS1217'WHERE THE MAIN ROAD TURNS RIGHT AT A GRAVELED ROAD ON
 DS1217'THE LEFT AND A SMALL SIGN D 7.  TURN LEFT AND FOLLOW THE
 DS1217'GRAVELED ROAD WEST AND NORTH FOR 0.85 MILE TO THE END OF
 DS1217'THE ROAD AT A TOWER AND SMALL BUILDING.  THE STATION IS
 DS1217'SOUTH OF THE TOWER ON A CUTBANK WEST OF THE ROAD.
 DS1217'
 DS1217'THE STATION MARK IS A BRONZE DISK OF THE WHITE SANDS PROVING
 DS1217'GROUNDS, STAMPED D 7 1961, SET IN THE TOP OF A ROUND CONCRETE
 DS1217'POST, 16 INCHES IN DIAMETER, THAT IS FLUSH WITH THE GROUND.
 DS1217'IT IS 38 FEET WEST OF THE EAST EDGE OF THE CUTBANK AND 3.3
 DS1217'FEET NORTHEAST OF A WITNESS POST.
 DS1217'
 DS1217'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED D 7 WSPG NO 1 1952,
 DS1217'SET IN THE TOP OF AN 8 INCH SQUARE CONCRETE POST, THAT PROJECTS
 DS1217'4 INCHES ABOVE THE GROUND.  IT IS ABOUT 1 FOOT HIGHER IN
 DS1217'ELEVATION THAN THE STATION.
 DS1217'
 DS1217'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED D 7 WSPG NO
 DS1217'2 1952, SET IN THE TOP OF AN 8 INCH SQUARE CONCRETE POST,
 DS1217'THAT PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS ABOUT 2 FEET
 DS1217'HIGHER IN ELEVATION THAN THE STATION.
 DS1217'
 DS1217'BENCH MARK X 237 IS A STANDARD DISK, STAMPED X 237 1952,
 DS1217'SET IN THE TOP OF A SQUARE CONCRETE POST, 12 INCHES IN DIAMETER,
 DS1217'THAT IS FLUSH WITH THE GROUND.  IT IS 113 FEET WEST OF THE
 DS1217'CENTERLINE OF THE PAVED ROAD, 3.2 FEET SOUTH OF A WOODEN
 DS1217'WITNESS POST AND 1.8 FEET EAST OF A METAL WITNESS POST.
 DS1217'
 DS1217'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--19-1/2 MILES
 DS1217'WEST-NORTHWEST OF THREE RIVERS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0301 ***********************************************************************
 GN0301  DESIGNATION -  D 71
 GN0301  PID         -  GN0301
 GN0301  STATE/COUNTY-  NM/RIO ARRIBA
 GN0301  USGS QUAD   -  TAFOYA CANYON (1963)
 GN0301
 GN0301                         *CURRENT SURVEY CONTROL
 GN0301  ___________________________________________________________________
 GN0301* NAD 83(1986)-  36 19 10.     (N)    107 26 11.     (W)     SCALED    
 GN0301* NAVD 88     -      1968.490  (meters)    6458.29   (feet)  ADJUSTED  
 GN0301  ___________________________________________________________________
 GN0301  GEOID HEIGHT-         -20.27  (meters)                     GEOID03
 GN0301  DYNAMIC HT  -        1965.857 (meters)    6449.65  (feet)  COMP
 GN0301  MODELED GRAV-     979,224.9   (mgal)                       NAVD 88
 GN0301
 GN0301  VERT ORDER  -  SECOND    CLASS 0
 GN0301
 GN0301.The horizontal coordinates were scaled from a topographic map and have
 GN0301.an estimated accuracy of +/- 6 seconds.
 GN0301
 GN0301.The orthometric height was determined by differential leveling
 GN0301.and adjusted by the National Geodetic Survey in June 1991..
 GN0301
 GN0301.The geoid height was determined by GEOID03.
 GN0301
 GN0301.The dynamic height is computed by dividing the NAVD 88
 GN0301.geopotential number by the normal gravity value computed on the
 GN0301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GN0301.degrees latitude (g = 980.6199 gals.).
 GN0301
 GN0301.The modeled gravity was interpolated from observed gravity values.
 GN0301
 GN0301;                    North         East    Units  Estimated Accuracy
 GN0301;SPC NM C     -   590,610.      393,470.      MT  (+/- 180 meters Scaled)
 GN0301
 GN0301                          SUPERSEDED SURVEY CONTROL
 GN0301
 GN0301  NGVD 29 (??/??/92) 1967.456  (m)         6454.90   (f) ADJ UNCH    2 0
 GN0301
 GN0301.Superseded values are not recommended for survey control.
 GN0301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0301.See file dsdata.txt to determine how the superseded data were derived.
 GN0301
 GN0301_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBA812221(NAD 83)
 GN0301_MARKER: DB = BENCH MARK DISK
 GN0301_SETTING: 80 = SET IN A BOULDER
 GN0301_STAMPING: D-71 1934
 GN0301_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GN0301+STABILITY: SURFACE MOTION
 GN0301
 GN0301  HISTORY     - Date     Condition        Report By
 GN0301  HISTORY     - 1934     MONUMENTED       CGS
 GN0301
 GN0301                          STATION DESCRIPTION
 GN0301
 GN0301'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GN0301'40.6 MI SE FROM BLANCO.
 GN0301'40.6 MI SOUTHEAST ON STATE HWY NO. 44 ABOUT 0.2 MI WEST OF AN OLD
 GN0301'ABANDONDED HOUSE, ABOUT 50 YDS NORTHEAST OF A GROUP OF HUGE BOULDERS
 GN0301'AT THE BASE OF A STEEP RIDGE, 29 FEET NORTH OF THE CENTERLINE OF THE
 GN0301'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0241 ***********************************************************************
 GN0241  DESIGNATION -  D 72
 GN0241  PID         -  GN0241
 GN0241  STATE/COUNTY-  NM/SANDOVAL
 GN0241  USGS QUAD   -  CUBA (1963)
 GN0241
 GN0241                         *CURRENT SURVEY CONTROL
 GN0241  ___________________________________________________________________
 GN0241* NAD 83(1986)-  36 02 20.     (N)    106 58 09.     (W)     SCALED    
 GN0241* NAVD 88     -      2125.958  (meters)    6974.91   (feet)  ADJUSTED  
 GN0241  ___________________________________________________________________
 GN0241  GEOID HEIGHT-         -19.36  (meters)                     GEOID03
 GN0241  DYNAMIC HT  -        2122.978 (meters)    6965.14  (feet)  COMP
 GN0241  MODELED GRAV-     979,155.4   (mgal)                       NAVD 88
 GN0241
 GN0241  VERT ORDER  -  SECOND    CLASS 0
 GN0241
 GN0241.The horizontal coordinates were scaled from a topographic map and have
 GN0241.an estimated accuracy of +/- 6 seconds.
 GN0241
 GN0241.The orthometric height was determined by differential leveling
 GN0241.and adjusted by the National Geodetic Survey in June 1991..
 GN0241
 GN0241.The geoid height was determined by GEOID03.
 GN0241
 GN0241.The dynamic height is computed by dividing the NAVD 88
 GN0241.geopotential number by the normal gravity value computed on the
 GN0241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GN0241.degrees latitude (g = 980.6199 gals.).
 GN0241
 GN0241.The modeled gravity was interpolated from observed gravity values.
 GN0241
 GN0241;                    North         East    Units  Estimated Accuracy
 GN0241;SPC NM C     -   559,070.      435,200.      MT  (+/- 180 meters Scaled)
 GN0241
 GN0241                          SUPERSEDED SURVEY CONTROL
 GN0241
 GN0241  NGVD 29 (??/??/92) 2124.872  (m)         6971.35   (f) ADJ UNCH    2 0
 GN0241
 GN0241.Superseded values are not recommended for survey control.
 GN0241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0241.See file dsdata.txt to determine how the superseded data were derived.
 GN0241
 GN0241_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV226900(NAD 83)
 GN0241_MARKER: DB = BENCH MARK DISK
 GN0241_SETTING: 80 = SET IN A BOULDER
 GN0241_SP_SET: BOULDER
 GN0241_STAMPING: D 72 1934
 GN0241_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GN0241+STABILITY: SURFACE MOTION
 GN0241
 GN0241  HISTORY     - Date     Condition        Report By
 GN0241  HISTORY     - 1934     MONUMENTED       CGS
 GN0241  HISTORY     - 1941     GOOD             NGS
 GN0241  HISTORY     - 1964     MARK NOT FOUND   USGS
 GN0241
 GN0241                          STATION DESCRIPTION
 GN0241
 GN0241'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 GN0241'1.3 MI NW FROM CUBA.
 GN0241'TO REACH FROM THE POST OFFICE IN CUBA GO 1.3 MILES NORTHWEST ALONG
 GN0241'STATE HIWAY NO. 55 TO SITE OF BENCH MARK.  BENCH MARK IS 120 FEET
 GN0241'SOUTH OF THE BASE OF A PROMINENT HILL, 240 FEET SOUTH OF A FENCELINE,
 GN0241'30 FEET NORTH OF THE CENTER LINE OF THE OLD ABANDONED HIWAY.  IT IS
 GN0241'300 FEET SOUTH OF AN APPROXIMATELY 15.0 FEET BELOW THE CENTERLINE OF
 GN0241'STATE HIWAY NO. 55.  MARK IS A STANDARD TABLET SET FLUSH AND
 GN0241'HORIZONTALLY IN A SANDSTONE BOULDER WHICH SETS ABOUT 4 FEET ABOVE THE
 GN0241'GROUND.  NOTE-- THE AREA IS NOW THE SITE OF A DISTRICT RANGER STATION
 GN0241'OF THE USFS.
 GN0241
 GN0241                          STATION RECOVERY (1964)
 GN0241
 GN0241'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 GN0241'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0151 ***********************************************************************
 GN0151  DESIGNATION -  D 73
 GN0151  PID         -  GN0151
 GN0151  STATE/COUNTY-  NM/RIO ARRIBA
 GN0151  USGS QUAD   -  GHOST RANCH (1979)
 GN0151
 GN0151                         *CURRENT SURVEY CONTROL
 GN0151  ___________________________________________________________________
 GN0151* NAD 83(1986)-  36 15 13.     (N)    106 28 30.     (W)     SCALED    
 GN0151* NAVD 88     -      1936.402  (meters)    6353.01   (feet)  ADJUSTED  
 GN0151  ___________________________________________________________________
 GN0151  GEOID HEIGHT-         -18.59  (meters)                     GEOID03
 GN0151  DYNAMIC HT  -        1933.840 (meters)    6344.61  (feet)  COMP
 GN0151  MODELED GRAV-     979,240.3   (mgal)                       NAVD 88
 GN0151
 GN0151  VERT ORDER  -  SECOND    CLASS 0
 GN0151
 GN0151.The horizontal coordinates were scaled from a topographic map and have
 GN0151.an estimated accuracy of +/- 6 seconds.
 GN0151
 GN0151.The orthometric height was determined by differential leveling
 GN0151.and adjusted by the National Geodetic Survey in June 1991..
 GN0151
 GN0151.The geoid height was determined by GEOID03.
 GN0151
 GN0151.The dynamic height is computed by dividing the NAVD 88
 GN0151.geopotential number by the normal gravity value computed on the
 GN0151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GN0151.degrees latitude (g = 980.6199 gals.).
 GN0151
 GN0151.The modeled gravity was interpolated from observed gravity values.
 GN0151
 GN0151;                    North         East    Units  Estimated Accuracy
 GN0151;SPC NM C     -   582,680.      479,780.      MT  (+/- 180 meters Scaled)
 GN0151
 GN0151                          SUPERSEDED SURVEY CONTROL
 GN0151
 GN0151  NGVD 29 (??/??/92) 1935.372  (m)         6349.63   (f) ADJ UNCH    2 0
 GN0151
 GN0151.Superseded values are not recommended for survey control.
 GN0151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0151.See file dsdata.txt to determine how the superseded data were derived.
 GN0151
 GN0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCA674130(NAD 83)
 GN0151_MARKER: DB = BENCH MARK DISK
 GN0151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GN0151_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GN0151_STAMPING: D-73 1934
 GN0151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GN0151+STABILITY: SURFACE MOTION
 GN0151
 GN0151  HISTORY     - Date     Condition        Report By
 GN0151  HISTORY     - 1934     MONUMENTED       CGS
 GN0151  HISTORY     - 1939     GOOD             NMHD
 GN0151
 GN0151                          STATION DESCRIPTION
 GN0151
 GN0151'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GN0151'7.1 MI E FROM YOUNGSVILLE.
 GN0151'7.1 MI EAST ON STATE HWY NO. 96 ON THE NORTH SIDE AND AT THE FOOT OF A
 GN0151'SMALL ROCKY KNOLL, 36 FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY.
 GN0151
 GN0151                          STATION RECOVERY (1939)
 GN0151
 GN0151'RECOVERY NOTE BY NM HIGHWAY DEPT 1939
 GN0151'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0291 ***********************************************************************
 GN0291  DESIGNATION -  D 74
 GN0291  PID         -  GN0291
 GN0291  STATE/COUNTY-  NM/RIO ARRIBA
 GN0291  USGS QUAD   -  CHAMA (1983)
 GN0291
 GN0291                         *CURRENT SURVEY CONTROL
 GN0291  ___________________________________________________________________
 GN0291* NAD 83(1986)-  36 53 21.     (N)    106 35 00.     (W)     SCALED    
 GN0291* NAVD 88     -      2381.267  (meters)    7812.54   (feet)  ADJUSTED  
 GN0291  ___________________________________________________________________
 GN0291  GEOID HEIGHT-         -16.96  (meters)                     GEOID03
 GN0291  DYNAMIC HT  -        2377.993 (meters)    7801.80  (feet)  COMP
 GN0291  MODELED GRAV-     979,170.7   (mgal)                       NAVD 88
 GN0291
 GN0291  VERT ORDER  -  SECOND    CLASS 0
 GN0291
 GN0291.The horizontal coordinates were scaled from a topographic map and have
 GN0291.an estimated accuracy of +/- 6 seconds.
 GN0291
 GN0291.The orthometric height was determined by differential leveling
 GN0291.and adjusted by the National Geodetic Survey in June 1991..
 GN0291
 GN0291.The geoid height was determined by GEOID03.
 GN0291
 GN0291.The dynamic height is computed by dividing the NAVD 88
 GN0291.geopotential number by the normal gravity value computed on the
 GN0291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GN0291.degrees latitude (g = 980.6199 gals.).
 GN0291
 GN0291.The modeled gravity was interpolated from observed gravity values.
 GN0291
 GN0291;                    North         East    Units  Estimated Accuracy
 GN0291;SPC NM C     -   653,220.      470,290.      MT  (+/- 180 meters Scaled)
 GN0291
 GN0291                          SUPERSEDED SURVEY CONTROL
 GN0291
 GN0291  NGVD 29 (??/??/92) 2379.837  (m)         7807.85   (f) ADJ UNCH    2 0
 GN0291
 GN0291.Superseded values are not recommended for survey control.
 GN0291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0291.See file dsdata.txt to determine how the superseded data were derived.
 GN0291
 GN0291_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCA589837(NAD 83)
 GN0291_MARKER: DB = BENCH MARK DISK
 GN0291_SETTING: 80 = SET IN A BOULDER
 GN0291_STAMPING: D-74 1934
 GN0291_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GN0291+STABILITY: SURFACE MOTION
 GN0291
 GN0291  HISTORY     - Date     Condition        Report By
 GN0291  HISTORY     - 1934     MONUMENTED       CGS
 GN0291  HISTORY     - 1978     MARK NOT FOUND   USGS
 GN0291
 GN0291                          STATION DESCRIPTION
 GN0291
 GN0291'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GN0291'0.9 MI S FROM CHAMA.
 GN0291'0.9 MI SOUTH ON U.S. HWY NO. 285.  ABOUT 0.3 MI SOUTH OF THE JUNCTION
 GN0291'OF STATE HIGHWAY NO. 2 AND A ROAD WEST TO LUMBERTON AND DULCE (STATE
 GN0291'ROAD NO. 17), 37 FEET WEST OF AN OLD ROAD, 60 FEET WEST OF THE
 GN0291'TELEPHONE LINE, 125 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, AND
 GN0291'ABOUT 2 1/2 FEET ABOVE THE GROUND SURFACE.
 GN0291
 GN0291                          STATION RECOVERY (1978)
 GN0291
 GN0291'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 GN0291'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0103 ***********************************************************************
 FN0103  DESIGNATION -  D 75
 FN0103  PID         -  FN0103
 FN0103  STATE/COUNTY-  NM/SAN MIGUEL
 FN0103  USGS QUAD   -  LAS VEGAS NW (1963)
 FN0103
 FN0103                         *CURRENT SURVEY CONTROL
 FN0103  ___________________________________________________________________
 FN0103* NAD 83(1986)-  35 38 49.     (N)    105 10 59.     (W)     SCALED    
 FN0103* NAVD 88     -      2010.538  (meters)    6596.24   (feet)  ADJUSTED  
 FN0103  ___________________________________________________________________
 FN0103  GEOID HEIGHT-         -18.78  (meters)                     GEOID03
 FN0103  DYNAMIC HT  -        2007.770 (meters)    6587.16  (feet)  COMP
 FN0103  MODELED GRAV-     979,184.4   (mgal)                       NAVD 88
 FN0103
 FN0103  VERT ORDER  -  SECOND    CLASS 0
 FN0103
 FN0103.The horizontal coordinates were scaled from a topographic map and have
 FN0103.an estimated accuracy of +/- 6 seconds.
 FN0103
 FN0103.The orthometric height was determined by differential leveling
 FN0103.and adjusted by the National Geodetic Survey in June 1991..
 FN0103
 FN0103.The geoid height was determined by GEOID03.
 FN0103
 FN0103.The dynamic height is computed by dividing the NAVD 88
 FN0103.geopotential number by the normal gravity value computed on the
 FN0103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FN0103.degrees latitude (g = 980.6199 gals.).
 FN0103
 FN0103.The modeled gravity was interpolated from observed gravity values.
 FN0103
 FN0103;                    North         East    Units  Estimated Accuracy
 FN0103;SPC NM E     -   515,680.       88,050.      MT  (+/- 180 meters Scaled)
 FN0103
 FN0103                          SUPERSEDED SURVEY CONTROL
 FN0103
 FN0103  NGVD 29 (??/??/92) 2009.554  (m)         6593.01   (f) ADJ UNCH    2 0
 FN0103
 FN0103.Superseded values are not recommended for survey control.
 FN0103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0103.See file dsdata.txt to determine how the superseded data were derived.
 FN0103
 FN0103_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV834448(NAD 83)
 FN0103_MARKER: DB = BENCH MARK DISK
 FN0103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FN0103_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FN0103_STAMPING: D 75 1934
 FN0103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FN0103+STABILITY: SURFACE MOTION
 FN0103
 FN0103  HISTORY     - Date     Condition        Report By
 FN0103  HISTORY     - 1934     MONUMENTED       CGS
 FN0103  HISTORY     - 1947     POOR             NGS
 FN0103
 FN0103                          STATION DESCRIPTION
 FN0103
 FN0103'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 FN0103'4.2 MI NE FROM LAS VEGAS.
 FN0103'4.2 MILES NORTHEAST ALONG THE ATCHISON,TOPEKA AND SANTA FE RAILWAY
 FN0103'FROM THE STATION AT LAS VEGAS.  SAN MIGUEL COUNTY, 8 FEET WEST OF THE
 FN0103'THIRD POLE NORTH OF MILEPOST 766, 39 FEET NORTHWEST OF A SEMAPHORE, 46
 FN0103'FEET WEST OF THE CENTERLINE OF THE TRACK, AND 2 FEET EAST OF A FENCE.
 FN0103'A STANDARD DISK, STAMPED D 75 1934 AND SET IN THE TOP OF A CONCRETE
 FN0103'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0142 ***********************************************************************
 GM0142  DESIGNATION -  D 76
 GM0142  PID         -  GM0142
 GM0142  STATE/COUNTY-  NM/MORA
 GM0142  USGS QUAD   -  WAGON MOUND (1964)
 GM0142
 GM0142                         *CURRENT SURVEY CONTROL
 GM0142  ___________________________________________________________________
 GM0142* NAD 83(1992)-  36 04 56.55960(N)    104 41 14.95979(W)     ADJUSTED  
 GM0142* NAVD 88     -      1907.058  (meters)    6256.74   (feet)  ADJUSTED  
 GM0142  ___________________________________________________________________
 GM0142  X           -  -1,308,845.360 (meters)                     COMP
 GM0142  Y           -  -4,993,463.846 (meters)                     COMP
 GM0142  Z           -   3,736,694.656 (meters)                     COMP
 GM0142  LAPLACE CORR-          -3.61  (seconds)                    DEFLEC99
 GM0142  ELLIP HEIGHT-        1888.01  (meters)          (08/10/04) GPS OBS
 GM0142  GEOID HEIGHT-         -19.04  (meters)                     GEOID03
 GM0142  DYNAMIC HT  -        1904.533 (meters)    6248.46  (feet)  COMP
 GM0142  MODELED GRAV-     979,240.5   (mgal)                       NAVD 88
 GM0142
 GM0142  HORZ ORDER  -  B
 GM0142  VERT ORDER  -  SECOND    CLASS 0
 GM0142  ELLP ORDER  -  FOURTH    CLASS I
 GM0142
 GM0142.The horizontal coordinates were established by GPS observations
 GM0142.and adjusted by the National Geodetic Survey in August 2004..
 GM0142
 GM0142.The orthometric height was determined by differential leveling
 GM0142.and adjusted by the National Geodetic Survey in June 1991..
 GM0142
 GM0142.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GM0142
 GM0142.The Laplace correction was computed from DEFLEC99 derived deflections.
 GM0142
 GM0142.The ellipsoidal height was determined by GPS observations
 GM0142.and is referenced to NAD 83.
 GM0142
 GM0142.The geoid height was determined by GEOID03.
 GM0142
 GM0142.The dynamic height is computed by dividing the NAVD 88
 GM0142.geopotential number by the normal gravity value computed on the
 GM0142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GM0142.degrees latitude (g = 980.6199 gals.).
 GM0142
 GM0142.The modeled gravity was interpolated from observed gravity values.
 GM0142
 GM0142;                    North         East     Units Scale Factor Converg.
 GM0142;SPC NM E     -   563,715.764   133,104.114   MT  0.99992162   -0 12 30.9
 GM0142;SPC NM E     - 1,849,457.47    436,692.41   sFT  0.99992162   -0 12 30.9
 GM0142;UTM  13      - 3,993,130.596   528,136.610   MT  0.99960975   +0 11 02.6
 GM0142
 GM0142!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GM0142!SPC NM E     -   0.99970377  x   0.99992162  =   0.99962541
 GM0142!UTM  13      -   0.99970377  x   0.99960975  =   0.99931363
 GM0142
 GM0142                          SUPERSEDED SURVEY CONTROL
 GM0142
 GM0142  NAVD 88 (08/10/04) 1907.06   (m)         6256.7    (f) LEVELING    3  
 GM0142  NGVD 29 (??/??/92) 1906.146  (m)         6253.75   (f) ADJ UNCH    2 0
 GM0142
 GM0142.Superseded values are not recommended for survey control.
 GM0142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0142.See file dsdata.txt to determine how the superseded data were derived.
 GM0142
 GM0142_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEV2813793131(NAD 83)
 GM0142_MARKER: DB = BENCH MARK DISK
 GM0142_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GM0142_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GM0142_STAMPING: D 76 1934
 GM0142_PROJECTION: PROJECTING 20 CENTIMETERS
 GM0142_MAGNETIC: N = NO MAGNETIC MATERIAL
 GM0142_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GM0142+STABILITY: SURFACE MOTION
 GM0142_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GM0142+SATELLITE: SATELLITE OBSERVATIONS - May 27, 2005
 GM0142
 GM0142  HISTORY     - Date     Condition        Report By
 GM0142  HISTORY     - 1934     MONUMENTED       CGS
 GM0142  HISTORY     - 20040519 GOOD             NMHD
 GM0142  HISTORY     - 20050527 GOOD             NGS
 GM0142
 GM0142                          STATION DESCRIPTION
 GM0142
 GM0142'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GM0142'5.2 MI NE FROM WAGON MOUND.
 GM0142'5.2 MI. N.E. ON A.T. AND S.F. RY.  10 FT. S. OF MILE POLE NO. 720,
 GM0142'ABOUT 100 YDS. E OF U.S. NO. 85, 97 FT. W. OF CENTER LINE OF TRACK.
 GM0142
 GM0142                          STATION RECOVERY (2004)
 GM0142
 GM0142'RECOVERY NOTE BY NM HIGHWAY DEPT 2004 (EM)
 GM0142'THE STATION IS LOCATED ABOUT 5 MI NORTH OF WAGON MOUND AND 24 MI SOUTH
 GM0142'OF SPRINGER IN  PUBLIC RIGHT OF WAY ALONG AN INTERSTATE-25 FRONTAGE
 GM0142'ROAD. OWNERSHIP - NEW MEXICO  DEPARTMENT OF TRANSPORTATION, TELEPHONE
 GM0142'800-432-4269, 1120 CERRILLOS ROAD, SANTA FE NM  87504-1149.
 GM0142' 
 GM0142'TO REACH THE STATION FROM INTERSTATE-25 EXIT 393, ABOUT 5 MI NORTH OF
 GM0142'WAGON MOUND, GO  SOUTH ON THE FRONTAGE ROAD, WHICH IS EAST OF THE
 GM0142'INTERSTATE, FOR 0.35 MI TO THE STATION  ON THE LEFT.
 GM0142' 
 GM0142'THE STATION IS SET IN THE TOP OF A 25 CM SQUARE CONCRETE POST THAT
 GM0142'PROJECTS ABOUT 20 CM.   THE STATION IS APPROXIMATELY 50 M EAST OF THE
 GM0142'CENTERLINE OF THE FRONTAGE ROAD, 25 M  WEST OF THE RAILROAD TRACK, 20
 GM0142'M WEST OF RAILROAD MILE MARKER NUMBER 720, 6 M WEST OF  MCI CABLE POLE
 GM0142'NUMBER 72000, AND 5 M SOUTHEAST OF A RAILROAD ELECTRIC POWER POLE.
 GM0142
 GM0142                          STATION RECOVERY (2005)
 GM0142
 GM0142'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DW)
 GM0142'OLD US 85 IS NOW FRONTAGE ROAD FOR INTERSTATE 25.  RR IS NOW PART OF
 GM0142'BNSF SYSTEM.  A WITNESS POST IS PRESENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0133 ***********************************************************************
 FN0133  DESIGNATION -  D 78
 FN0133  PID         -  FN0133
 FN0133  STATE/COUNTY-  NM/SAN MIGUEL
 FN0133  USGS QUAD   -  LAS VEGAS NW (1963)
 FN0133
 FN0133                         *CURRENT SURVEY CONTROL
 FN0133  ___________________________________________________________________
 FN0133* NAD 83(1986)-  35 44 36.     (N)    105 13 57.     (W)     SCALED    
 FN0133* NAVD 88     -      2134.731  (meters)    7003.70   (feet)  ADJUSTED  
 FN0133  ___________________________________________________________________
 FN0133  GEOID HEIGHT-         -18.39  (meters)                     GEOID03
 FN0133  DYNAMIC HT  -        2131.749 (meters)    6993.91  (feet)  COMP
 FN0133  MODELED GRAV-     979,159.6   (mgal)                       NAVD 88
 FN0133
 FN0133  VERT ORDER  -  SECOND    CLASS 0
 FN0133
 FN0133.The horizontal coordinates were scaled from a topographic map and have
 FN0133.an estimated accuracy of +/- 6 seconds.
 FN0133
 FN0133.The orthometric height was determined by differential leveling
 FN0133.and adjusted by the National Geodetic Survey in June 1991..
 FN0133
 FN0133.The geoid height was determined by GEOID03.
 FN0133
 FN0133.The dynamic height is computed by dividing the NAVD 88
 FN0133.geopotential number by the normal gravity value computed on the
 FN0133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FN0133.degrees latitude (g = 980.6199 gals.).
 FN0133
 FN0133.The modeled gravity was interpolated from observed gravity values.
 FN0133
 FN0133;                    North         East    Units  Estimated Accuracy
 FN0133;SPC NM E     -   526,410.       83,670.      MT  (+/- 180 meters Scaled)
 FN0133
 FN0133                          SUPERSEDED SURVEY CONTROL
 FN0133
 FN0133  NGVD 29 (??/??/92) 2133.692  (m)         7000.29   (f) ADJ UNCH    2 0
 FN0133
 FN0133.Superseded values are not recommended for survey control.
 FN0133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0133.See file dsdata.txt to determine how the superseded data were derived.
 FN0133
 FN0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV789555(NAD 83)
 FN0133_MARKER: DB = BENCH MARK DISK
 FN0133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FN0133_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FN0133_STAMPING: D 78 1934
 FN0133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FN0133+STABILITY: SURFACE MOTION
 FN0133
 FN0133  HISTORY     - Date     Condition        Report By
 FN0133  HISTORY     - 1934     MONUMENTED       CGS
 FN0133  HISTORY     - 1962     GOOD             USGS
 FN0133
 FN0133                          STATION DESCRIPTION
 FN0133
 FN0133'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 FN0133'11.5 MI N FROM LAS VEGAS.
 FN0133'11.5 MILES NORTH ALONG STATE HIGHWAY 3 FROM LAS VEGAS, SAN MIGUEL
 FN0133'COUNTY, AT THE CORNER OF 7TH STREET AND DOUGLAS, 10.0 MILES NORTH
 FN0133'ALONG 7TH STREET AND STATE HIGHWAY 3 TO A T-ROAD EAST, THENCE 0.5 MILE
 FN0133'EAST TO A CROSS-ROADS, 530 FEET SOUTHEAST OF THE CROSS-ROADS ALONG OLD
 FN0133'HIGHWAY 3, AND 30 FEET EAST OF THE CENTERLINE OF THE OLD HIGHWAY 3. A
 FN0133'STANDARD DISK, SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0476 ***********************************************************************
 GM0476  DESIGNATION -  D 79
 GM0476  PID         -  GM0476
 GM0476  STATE/COUNTY-  NM/TAOS
 GM0476  USGS QUAD   -  TRES RITOS (1995)
 GM0476
 GM0476                         *CURRENT SURVEY CONTROL
 GM0476  ___________________________________________________________________
 GM0476* NAD 83(1986)-  36 09 58.     (N)    105 36 02.     (W)     SCALED    
 GM0476* NAVD 88     -      2386.351  (meters)    7829.22   (feet)  ADJUSTED  
 GM0476  ___________________________________________________________________
 GM0476  GEOID HEIGHT-         -16.99  (meters)                     GEOID03
 GM0476  DYNAMIC HT  -        2382.946 (meters)    7818.05  (feet)  COMP
 GM0476  MODELED GRAV-     979,119.4   (mgal)                       NAVD 88
 GM0476
 GM0476  VERT ORDER  -  SECOND    CLASS 0
 GM0476
 GM0476.The horizontal coordinates were scaled from a topographic map and have
 GM0476.an estimated accuracy of +/- 6 seconds.
 GM0476
 GM0476.The orthometric height was determined by differential leveling
 GM0476.and adjusted by the National Geodetic Survey in June 1991..
 GM0476
 GM0476.The geoid height was determined by GEOID03.
 GM0476
 GM0476.The dynamic height is computed by dividing the NAVD 88
 GM0476.geopotential number by the normal gravity value computed on the
 GM0476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GM0476.degrees latitude (g = 980.6199 gals.).
 GM0476
 GM0476.The modeled gravity was interpolated from observed gravity values.
 GM0476
 GM0476;                    North         East    Units  Estimated Accuracy
 GM0476;SPC NM C     -   573,140.      558,430.      MT  (+/- 180 meters Scaled)
 GM0476
 GM0476                          SUPERSEDED SURVEY CONTROL
 GM0476
 GM0476  NGVD 29 (??/??/92) 2385.158  (m)         7825.31   (f) ADJ UNCH    2 0
 GM0476
 GM0476.Superseded values are not recommended for survey control.
 GM0476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0476.See file dsdata.txt to determine how the superseded data were derived.
 GM0476
 GM0476_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDA459025(NAD 83)
 GM0476_MARKER: DB = BENCH MARK DISK
 GM0476_SETTING: 80 = SET IN A BOULDER
 GM0476_STAMPING: D 79 1934
 GM0476_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GM0476+STABILITY: SURFACE MOTION
 GM0476
 GM0476  HISTORY     - Date     Condition        Report By
 GM0476  HISTORY     - 1934     MONUMENTED       CGS
 GM0476  HISTORY     - 1940     GOOD             NGS
 GM0476
 GM0476                          STATION DESCRIPTION
 GM0476
 GM0476'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 GM0476'6.6 MI NE FROM PENASCO.
 GM0476'TO REACH FROM THE PENASCO RANGER STATION, PROCEED NORTHEASTERLY ALONG
 GM0476'ROAD TOWARDS U. S. HILL, GO 5.5 MILES.  AT THE FOOT OF U. S. HILL,
 GM0476'CONTINUE STRAIGHT (NORTHEAST) ONTO STATE HIGHWAY NO. 3, GO 1.1 MILES.
 GM0476'BENCH MARK IS 20.3 MILES SOUTH OF TAOS, TAOS COUNTY.  50 FEET SOUTH OF
 GM0476'CENTER LINE OF A ROAD LEADING ACROSS A CREEK.  42 FEET SOUTHWEST OF
 GM0476'CENTER LINE OF THE HIGHWAY.  ABOUT 4 FEET BELOW LEVEL OF THE HIGHWAY.
 GM0476'ON TOP OF A SANDSTONE BOULDER PROJECTING ABOUT 14 INCHES. STD. DISK B
 GM0476'M SET HORIZONTALLY IN DRILL HOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0477 ***********************************************************************
 GM0477  DESIGNATION -  D 79 RESET
 GM0477  PID         -  GM0477
 GM0477  STATE/COUNTY-  NM/TAOS
 GM0477  USGS QUAD   -  TRES RITOS (1995)
 GM0477
 GM0477                         *CURRENT SURVEY CONTROL
 GM0477  ___________________________________________________________________
 GM0477* NAD 83(1986)-  36 10 00.     (N)    105 36 02.     (W)     SCALED    
 GM0477* NAVD 88     -      2386.41   (+/-2cm)    7829.4    (feet)  VERTCON   
 GM0477  ___________________________________________________________________
 GM0477  GEOID HEIGHT-         -16.99  (meters)                     GEOID03
 GM0477
 GM0477  VERT ORDER  -  THIRD (See Below)
 GM0477
 GM0477.The horizontal coordinates were scaled from a topographic map and have
 GM0477.an estimated accuracy of +/- 6 seconds.
 GM0477
 GM0477.The NAVD 88 height was computed by applying the VERTCON shift value to
 GM0477.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GM0477.The vertical order pertains to the NGVD 29 superseded value.
 GM0477
 GM0477.The geoid height was determined by GEOID03.
 GM0477
 GM0477;                    North         East    Units  Estimated Accuracy
 GM0477;SPC NM C     -   573,200.      558,430.      MT  (+/- 180 meters Scaled)
 GM0477
 GM0477                          SUPERSEDED SURVEY CONTROL
 GM0477
 GM0477  NGVD 29 (??/??/??) 2385.20   (m)         7825.4    (f) RESET       3  
 GM0477
 GM0477.Superseded values are not recommended for survey control.
 GM0477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0477.See file dsdata.txt to determine how the superseded data were derived.
 GM0477
 GM0477_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDA459026(NAD 83)
 GM0477_MARKER: DB = BENCH MARK DISK
 GM0477_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GM0477_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GM0477_STAMPING: D 79 RESET 1960
 GM0477_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GM0477+STABILITY: SURFACE MOTION
 GM0477
 GM0477  HISTORY     - Date     Condition        Report By
 GM0477  HISTORY     - 1960     MONUMENTED       CGS
 GM0477  HISTORY     - 1961     GOOD             NGS
 GM0477
 GM0477                          STATION DESCRIPTION
 GM0477
 GM0477'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 GM0477'20.2 MI SE FROM TAOS.
 GM0477'ABOUT 20.2 MILES FROM TAOS, NEW MEXICO SOUTHEAST ALONG STATE ROAD NO.
 GM0477'3, SET IN TOP OF A CONCRETE CYLINDER 65 FEET LEFT OF STATION 674 + 75
 GM0477'ABOUT 12 FEET LOWER THAN THE PRESENT ROAD.  A YELLOW 4 IN. X 4 IN. X
 GM0477'2.5 FT. WITNESS POST SET BY BENCH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0003 ***********************************************************************
 DR0003  DESIGNATION -  D 8
 DR0003  PID         -  DR0003
 DR0003  STATE/COUNTY-  NM/CHAVES
 DR0003  USGS QUAD   -  ELKINS (1982)
 DR0003
 DR0003                         *CURRENT SURVEY CONTROL
 DR0003  ___________________________________________________________________
 DR0003* NAD 83(1986)-  33 42 21.     (N)    104 01 57.     (W)     SCALED    
 DR0003* NAVD 88     -      1232.351  (meters)    4043.14   (feet)  POSTED    
 DR0003  ___________________________________________________________________
 DR0003  GEOID HEIGHT-         -23.11  (meters)                     GEOID03
 DR0003  DYNAMIC HT  -        1230.690 (meters)    4037.69  (feet)  COMP
 DR0003  MODELED GRAV-     979,245.7   (mgal)                       NAVD 88
 DR0003
 DR0003  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 DR0003
 DR0003.The horizontal coordinates were scaled from a topographic map and have
 DR0003.an estimated accuracy of +/- 6 seconds.
 DR0003
 DR0003.The orthometric height was determined by differential leveling
 DR0003.and adjusted by the National Geodetic Survey in 1992..
 DR0003.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 DR0003.rate of 2.1 thru 3.0 mm/km.
 DR0003
 DR0003.The geoid height was determined by GEOID03.
 DR0003
 DR0003.The dynamic height is computed by dividing the NAVD 88
 DR0003.geopotential number by the normal gravity value computed on the
 DR0003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0003.degrees latitude (g = 980.6199 gals.).
 DR0003
 DR0003.The modeled gravity was interpolated from observed gravity values.
 DR0003
 DR0003;                    North         East    Units  Estimated Accuracy
 DR0003;SPC NM E     -   300,070.      192,890.      MT  (+/- 180 meters Scaled)
 DR0003
 DR0003                          SUPERSEDED SURVEY CONTROL
 DR0003
 DR0003  NGVD 29 (??/??/92) 1231.741  (m)         4041.14   (f) ADJ UNCH    1 2
 DR0003
 DR0003.Superseded values are not recommended for survey control.
 DR0003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0003.See file dsdata.txt to determine how the superseded data were derived.
 DR0003
 DR0003_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SET896299(NAD 83)
 DR0003_MARKER: DB = BENCH MARK DISK
 DR0003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR0003_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DR0003_STAMPING: D 8 1916
 DR0003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR0003+STABILITY: SURFACE MOTION
 DR0003
 DR0003  HISTORY     - Date     Condition        Report By
 DR0003  HISTORY     - 1916     MONUMENTED       CGS
 DR0003  HISTORY     - 1961     GOOD             NGS
 DR0003  HISTORY     - 1982     MARK NOT FOUND   NGS
 DR0003
 DR0003                          STATION DESCRIPTION
 DR0003
 DR0003'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 DR0003'2.0 MI NE FROM ELKINS.
 DR0003'2.0 MILES NORTHEAST ALONG U.S. HIGHWAY 70 FROM THE RAILROAD STATION AT
 DR0003'ELKINS, 106 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 100 FEET WEST
 DR0003'OF RAILROAD MILEPOST 70, 92 FEET NORTHWEST OF THE NORTH RAIL, 3 FEET
 DR0003'BELOW THE HIGHWAY, 2.0 FEET NORTH OF A WOODEN WITNESS POST SET IN TOP
 DR0003'OF A SQUARE CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND.
 DR0003
 DR0003                          STATION RECOVERY (1982)
 DR0003
 DR0003'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 DR0003'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0535 ***********************************************************************
 GM0535  DESIGNATION -  D 80
 GM0535  PID         -  GM0535
 GM0535  STATE/COUNTY-  NM/TAOS
 GM0535  USGS QUAD   -  CERRO (1995)
 GM0535
 GM0535                         *CURRENT SURVEY CONTROL
 GM0535  ___________________________________________________________________
 GM0535* NAD 83(1986)-  36 46 49.     (N)    105 35 08.     (W)     SCALED    
 GM0535* NAVD 88     -      2379.783  (meters)    7807.67   (feet)  ADJUSTED  
 GM0535  ___________________________________________________________________
 GM0535  GEOID HEIGHT-         -16.98  (meters)                     GEOID03
 GM0535  DYNAMIC HT  -        2376.434 (meters)    7796.68  (feet)  COMP
 GM0535  MODELED GRAV-     979,139.1   (mgal)                       NAVD 88
 GM0535
 GM0535  VERT ORDER  -  SECOND    CLASS 0
 GM0535
 GM0535.The horizontal coordinates were scaled from a topographic map and have
 GM0535.an estimated accuracy of +/- 6 seconds.
 GM0535
 GM0535.The orthometric height was determined by differential leveling
 GM0535.and adjusted by the National Geodetic Survey in June 1991..
 GM0535
 GM0535.The geoid height was determined by GEOID03.
 GM0535
 GM0535.The dynamic height is computed by dividing the NAVD 88
 GM0535.geopotential number by the normal gravity value computed on the
 GM0535.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GM0535.degrees latitude (g = 980.6199 gals.).
 GM0535
 GM0535.The modeled gravity was interpolated from observed gravity values.
 GM0535
 GM0535;                    North         East    Units  Estimated Accuracy
 GM0535;SPC NM C     -   641,300.      559,310.      MT  (+/- 180 meters Scaled)
 GM0535
 GM0535                          SUPERSEDED SURVEY CONTROL
 GM0535
 GM0535  NGVD 29 (??/??/92) 2378.464  (m)         7803.34   (f) ADJ UNCH    2 0
 GM0535
 GM0535.Superseded values are not recommended for survey control.
 GM0535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0535.See file dsdata.txt to determine how the superseded data were derived.
 GM0535
 GM0535_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDA477706(NAD 83)
 GM0535_MARKER: DB = BENCH MARK DISK
 GM0535_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GM0535_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GM0535_STAMPING: D-80 1934
 GM0535_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GM0535+STABILITY: SURFACE MOTION
 GM0535
 GM0535  HISTORY     - Date     Condition        Report By
 GM0535  HISTORY     - 1934     MONUMENTED       CGS
 GM0535  HISTORY     - 1963     GOOD             USGS
 GM0535
 GM0535                          STATION DESCRIPTION
 GM0535
 GM0535'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 GM0535'5.3 MI N FROM QUESTA.
 GM0535'QUESTA, 5.3 MILES NORTH OF, ALONG STATE HIGHWAY 3, ABOUT 400, FEET
 GM0535'SOUTH OF A BRIDGE ABOUT 150 FEET EAST OF LATIR CREEK, 220 FEET EAST OF
 GM0535'THE CENTERLINE OF THE NEW STATE HIGHWAY 3 - IN LINE WITH A ROW OF
 GM0535'POLES, AND 12 FEET SOUTH OF ONE OF THE POLES.  A STANDARD DISK, SET IN
 GM0535'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0102 ***********************************************************************
 FO0102  DESIGNATION -  D 81
 FO0102  PID         -  FO0102
 FO0102  STATE/COUNTY-  NM/LOS ALAMOS
 FO0102  USGS QUAD   -  GUAJE MOUNTAIN (1993)
 FO0102
 FO0102                         *CURRENT SURVEY CONTROL
 FO0102  ___________________________________________________________________
 FO0102* NAD 83(1986)-  35 52 54.     (N)    106 18 10.     (W)     SCALED    
 FO0102* NAVD 88     -      2234.657  (meters)    7331.54   (feet)  ADJUSTED  
 FO0102  ___________________________________________________________________
 FO0102  GEOID HEIGHT-         -19.19  (meters)                     GEOID03
 FO0102  DYNAMIC HT  -        2231.464 (meters)    7321.06  (feet)  COMP
 FO0102  MODELED GRAV-     979,123.7   (mgal)                       NAVD 88
 FO0102
 FO0102  VERT ORDER  -  SECOND    CLASS 0
 FO0102
 FO0102.The horizontal coordinates were scaled from a topographic map and have
 FO0102.an estimated accuracy of +/- 6 seconds.
 FO0102
 FO0102.The orthometric height was determined by differential leveling
 FO0102.and adjusted by the National Geodetic Survey in June 1991..
 FO0102
 FO0102.The geoid height was determined by GEOID03.
 FO0102
 FO0102.The dynamic height is computed by dividing the NAVD 88
 FO0102.geopotential number by the normal gravity value computed on the
 FO0102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0102.degrees latitude (g = 980.6199 gals.).
 FO0102
 FO0102.The modeled gravity was interpolated from observed gravity values.
 FO0102
 FO0102;                    North         East    Units  Estimated Accuracy
 FO0102;SPC NM C     -   541,390.      495,240.      MT  (+/- 180 meters Scaled)
 FO0102
 FO0102                          SUPERSEDED SURVEY CONTROL
 FO0102
 FO0102  NGVD 29 (??/??/92) 2233.551  (m)         7327.91   (f) ADJ UNCH    2 0
 FO0102
 FO0102.Superseded values are not recommended for survey control.
 FO0102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0102.See file dsdata.txt to determine how the superseded data were derived.
 FO0102
 FO0102_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV824716(NAD 83)
 FO0102_MARKER: DB = BENCH MARK DISK
 FO0102_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FO0102_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FO0102_STAMPING: D 81 1934
 FO0102_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO0102+STABILITY: SURFACE MOTION
 FO0102
 FO0102  HISTORY     - Date     Condition        Report By
 FO0102  HISTORY     - 1934     MONUMENTED       CGS
 FO0102  HISTORY     - 1941     GOOD             NGS
 FO0102  HISTORY     - 20050520 MARK NOT FOUND   USPSQD
 FO0102
 FO0102                          STATION DESCRIPTION
 FO0102
 FO0102'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 FO0102'IN OTOWI.
 FO0102'AT OTOWI, SANDOVAL COUNTY, AT THE LOS ALAMOS RANCH SCHOOL, 146 FEET
 FO0102'SOUTHEAST OF THE FRONT STEPS TO THE DINING HALL, 97 FEET NORTHWEST OF
 FO0102'THE INTERSECTION OF A ROAD WITH THE SCHOOL PATHS, 91 FEET NORTH OF THE
 FO0102'MAIN ROAD LEADING TO SANTA FE, 63 FEET NORTHWEST OF THE ENTRANCE TO
 FO0102'THE POST OFFICE, 18 FEET WEST OF A 4-FOOT PATH, 11 FEET NORTHEAST OF A
 FO0102'SMALL PINE TREE, 7 FEET NORTHWEST OF ANOTHER SMALL PINE TREE, AND 5
 FO0102'FEET SOUTH OF A SMALL SPRUCE TREE.  A STANDARD DISK, STAMPED D 81 1934
 FO0102'AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE LAWN.
 FO0102
 FO0102                          STATION RECOVERY (2005)
 FO0102
 FO0102'RECOVERY NOTE BY US POWER SQUADRON 2005 (RPJ)
 FO0102'THE DINING HALL IS FULLER LODGE.  146 FEET SOUTHEAST SHOULD READ
 FO0102'SOUTHWEST.  EXTENSIVE PAVING IN THE LAST 60 YEARS HAVE OBSCURED ALL
 FO0102'REFERENCES EXCEPT THE LODGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0567 ***********************************************************************
 FO0567  DESIGNATION -  D 83
 FO0567  PID         -  FO0567
 FO0567  STATE/COUNTY-  NM/SANDOVAL
 FO0567  USGS QUAD   -  PONDEROSA (1993)
 FO0567
 FO0567                         *CURRENT SURVEY CONTROL
 FO0567  ___________________________________________________________________
 FO0567* NAD 83(1986)-  35 39 57.     (N)    106 39 51.     (W)     SCALED    
 FO0567* NAVD 88     -      1849.013  (meters)    6066.30   (feet)  ADJUSTED  
 FO0567  ___________________________________________________________________
 FO0567  GEOID HEIGHT-         -19.82  (meters)                     GEOID03
 FO0567  DYNAMIC HT  -        1846.493 (meters)    6058.04  (feet)  COMP
 FO0567  MODELED GRAV-     979,205.1   (mgal)                       NAVD 88
 FO0567
 FO0567  VERT ORDER  -  SECOND    CLASS 0
 FO0567
 FO0567.The horizontal coordinates were scaled from a topographic map and have
 FO0567.an estimated accuracy of +/- 6 seconds.
 FO0567
 FO0567.The orthometric height was determined by differential leveling
 FO0567.and adjusted by the National Geodetic Survey in June 1991..
 FO0567
 FO0567.The geoid height was determined by GEOID03.
 FO0567
 FO0567.The dynamic height is computed by dividing the NAVD 88
 FO0567.geopotential number by the normal gravity value computed on the
 FO0567.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0567.degrees latitude (g = 980.6199 gals.).
 FO0567
 FO0567.The modeled gravity was interpolated from observed gravity values.
 FO0567
 FO0567;                    North         East    Units  Estimated Accuracy
 FO0567;SPC NM C     -   517,520.      462,500.      MT  (+/- 180 meters Scaled)
 FO0567
 FO0567                          SUPERSEDED SURVEY CONTROL
 FO0567
 FO0567  NGVD 29 (??/??/92) 1848.053  (m)         6063.15   (f) ADJ UNCH    2 0
 FO0567
 FO0567.Superseded values are not recommended for survey control.
 FO0567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0567.See file dsdata.txt to determine how the superseded data were derived.
 FO0567
 FO0567_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV493481(NAD 83)
 FO0567_MARKER: DB = BENCH MARK DISK
 FO0567_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FO0567_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FO0567_STAMPING: D 83 1934
 FO0567_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO0567+STABILITY: SURFACE MOTION
 FO0567
 FO0567  HISTORY     - Date     Condition        Report By
 FO0567  HISTORY     - 1934     MONUMENTED       CGS
 FO0567  HISTORY     - 1941     GOOD             NGS
 FO0567
 FO0567                          STATION DESCRIPTION
 FO0567
 FO0567'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 FO0567'1.3 MI NE FROM JEMES.
 FO0567'1.3 MILES NORTHEAST ALONG STATE HIGHWAY 4 FROM THE CATHOLIC CHURCH AT
 FO0567'JEMES, SANDOVAL COUNTY, THENCE 5.2 MILES EAST ALONG A ROAD LEADING TO
 FO0567'PENABLANCA.  195 FEET NORTHEAST OF A 16-INCH GALVANIZED-IRON PIPE
 FO0567'CULVERT, ON THE TOP OF A SMALL FLAT-TOP KNOLL, 46 FEET NORTHWEST OF
 FO0567'THE CENTERLINE OF THE ROAD, 38 FEET SOUTH OF THE SOUTH EDGE OF A DEEP
 FO0567'WASH, 2.4 FEET EAST OF A 4- BY 4-INCH WHITE WOODEN POST STENCILED
 FO0567'U.S.B.M., AND 2.5 FEET HIGHER THAN THE ROAD.  A STANDARD DISK, STAMPED
 FO0567'D 83 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT
 FO0567'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1147 ***********************************************************************
 GL1147  DESIGNATION -  D 84
 GL1147  PID         -  GL1147
 GL1147  STATE/COUNTY-  NM/UNION
 GL1147  USGS QUAD   -  ALPS MESA (1972)
 GL1147
 GL1147                         *CURRENT SURVEY CONTROL
 GL1147  ___________________________________________________________________
 GL1147* NAD 83(1986)-  36 54 47.     (N)    103 53 14.     (W)     SCALED    
 GL1147* NAVD 88     -      1990.111  (meters)    6529.22   (feet)  ADJUSTED  
 GL1147  ___________________________________________________________________
 GL1147  GEOID HEIGHT-         -19.19  (meters)                     GEOID03
 GL1147  DYNAMIC HT  -        1987.635 (meters)    6521.10  (feet)  COMP
 GL1147  MODELED GRAV-     979,315.6   (mgal)                       NAVD 88
 GL1147
 GL1147  VERT ORDER  -  SECOND    CLASS 0
 GL1147
 GL1147.The horizontal coordinates were scaled from a topographic map and have
 GL1147.an estimated accuracy of +/- 6 seconds.
 GL1147
 GL1147.The orthometric height was determined by differential leveling
 GL1147.and adjusted by the National Geodetic Survey in June 1991..
 GL1147
 GL1147.The geoid height was determined by GEOID03.
 GL1147
 GL1147.The dynamic height is computed by dividing the NAVD 88
 GL1147.geopotential number by the normal gravity value computed on the
 GL1147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL1147.degrees latitude (g = 980.6199 gals.).
 GL1147
 GL1147.The modeled gravity was interpolated from observed gravity values.
 GL1147
 GL1147;                    North         East    Units  Estimated Accuracy
 GL1147;SPC NM E     -   655,920.      204,750.      MT  (+/- 180 meters Scaled)
 GL1147
 GL1147                          SUPERSEDED SURVEY CONTROL
 GL1147
 GL1147  NGVD 29 (??/??/92) 1989.079  (m)         6525.84   (f) ADJ UNCH    2 0
 GL1147
 GL1147.Superseded values are not recommended for survey control.
 GL1147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1147.See file dsdata.txt to determine how the superseded data were derived.
 GL1147
 GL1147_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEA991858(NAD 83)
 GL1147_MARKER: DB = BENCH MARK DISK
 GL1147_SETTING: 80 = SET IN A BOULDER
 GL1147_SP_SET: BOULDER
 GL1147_STAMPING: D-84 1934
 GL1147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL1147+STABILITY: SURFACE MOTION
 GL1147
 GL1147  HISTORY     - Date     Condition        Report By
 GL1147  HISTORY     - 1934     MONUMENTED       CGS
 GL1147  HISTORY     - 1972     MARK NOT FOUND   USGS
 GL1147
 GL1147                          STATION DESCRIPTION
 GL1147
 GL1147'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GL1147'10.0 MI SE FROM BRANSON.
 GL1147'10.0 MI S.E. ON C. AND S. RY 9.6 MI N FOLSOM, N.M.  ABOUT 0.9 MI S OF
 GL1147'ALPS, 3 1/2 POLES S.W. OF MILE POST 272, 27 FEET S.E. OF THE
 GL1147'CENTERLINE OF THE TRACK, 18 FEET NW OF A RIGHT OF WAY FENCE.  SET IN A
 GL1147'MALPAIS BOULDER, ABOUT 3 FEET BELOW THE TRACK SURFACE.
 GL1147
 GL1147                          STATION RECOVERY (1972)
 GL1147
 GL1147'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 GL1147'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0776 ***********************************************************************
 DS0776  DESIGNATION -  D 85
 DS0776  PID         -  DS0776
 DS0776  STATE/COUNTY-  NM/SOCORRO
 DS0776  USGS QUAD   -  FORT CRAIG (1980)
 DS0776
 DS0776                         *CURRENT SURVEY CONTROL
 DS0776  ___________________________________________________________________
 DS0776* NAD 83(1986)-  33 39 42.     (N)    107 07 06.     (W)     SCALED    
 DS0776* NAVD 88     -      1489.800  (meters)    4887.79   (feet)  ADJUSTED  
 DS0776  ___________________________________________________________________
 DS0776  GEOID HEIGHT-         -22.77  (meters)                     GEOID03
 DS0776  DYNAMIC HT  -        1487.625 (meters)    4880.65  (feet)  COMP
 DS0776  MODELED GRAV-     979,125.5   (mgal)                       NAVD 88
 DS0776
 DS0776  VERT ORDER  -  FIRST     CLASS II
 DS0776
 DS0776.The horizontal coordinates were scaled from a topographic map and have
 DS0776.an estimated accuracy of +/- 6 seconds.
 DS0776
 DS0776.The orthometric height was determined by differential leveling
 DS0776.and adjusted by the National Geodetic Survey in June 1991..
 DS0776
 DS0776.The geoid height was determined by GEOID03.
 DS0776
 DS0776.The dynamic height is computed by dividing the NAVD 88
 DS0776.geopotential number by the normal gravity value computed on the
 DS0776.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0776.degrees latitude (g = 980.6199 gals.).
 DS0776
 DS0776.The modeled gravity was interpolated from observed gravity values.
 DS0776
 DS0776;                    North         East    Units  Estimated Accuracy
 DS0776;SPC NM C     -   295,470.      419,470.      MT  (+/- 180 meters Scaled)
 DS0776
 DS0776                          SUPERSEDED SURVEY CONTROL
 DS0776
 DS0776  NGVD 29 (??/??/92) 1489.076  (m)         4885.41   (f) ADJ UNCH    1 2
 DS0776
 DS0776.Superseded values are not recommended for survey control.
 DS0776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0776.See file dsdata.txt to determine how the superseded data were derived.
 DS0776
 DS0776_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT035266(NAD 83)
 DS0776_MARKER: DB = BENCH MARK DISK
 DS0776_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0776_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0776_STAMPING: D 85 1934
 DS0776_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0776+STABILITY: SURFACE MOTION
 DS0776
 DS0776  HISTORY     - Date     Condition        Report By
 DS0776  HISTORY     - 1934     MONUMENTED       CGS
 DS0776  HISTORY     - 1950     GOOD             NGS
 DS0776
 DS0776                          STATION DESCRIPTION
 DS0776
 DS0776'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 DS0776'24.7 MI SW FROM SAN ANTONIO.
 DS0776'21.1 MILES SOUTHWEST ALONG U.S. HIGHWAY 85 FROM THE ATCHISON, TOPEKA
 DS0776'AND SANTA FE RAILROAD STATION AT SAN ANTONIO, THENCE 3.6 MILES
 DS0776'SOUTHWEST ALONG OLD U.S. HIGHWAY 85, ON THE SIDE OF A HILL, 0.1 MILE
 DS0776'SOUTH OF THE TOP OF A HILL.  43 FEET EAST OF THE CENTER LINE OF THE
 DS0776'OLD HIGHWAY, 24 FEET SOUTHWEST OF THE CENTER OF A DRY WASH, 2.1 FEET
 DS0776'SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 DS0776'PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0974 ***********************************************************************
 DS0974  DESIGNATION -  D 86
 DS0974  PID         -  DS0974
 DS0974  STATE/COUNTY-  NM/SOCORRO
 DS0974  USGS QUAD   -  WAHOO RANCH (1965)
 DS0974
 DS0974                         *CURRENT SURVEY CONTROL
 DS0974  ___________________________________________________________________
 DS0974* NAD 83(1986)-  33 35 58.     (N)    107 38 35.     (W)     SCALED    
 DS0974* NAVD 88     -      1926.657  (meters)    6321.04   (feet)  ADJUSTED  
 DS0974  ___________________________________________________________________
 DS0974  GEOID HEIGHT-         -22.28  (meters)                     GEOID03
 DS0974  DYNAMIC HT  -        1923.629 (meters)    6311.11  (feet)  COMP
 DS0974  MODELED GRAV-     978,996.6   (mgal)                       NAVD 88
 DS0974
 DS0974  VERT ORDER  -  SECOND    CLASS 0
 DS0974
 DS0974.The horizontal coordinates were scaled from a topographic map and have
 DS0974.an estimated accuracy of +/- 6 seconds.
 DS0974
 DS0974.The orthometric height was determined by differential leveling
 DS0974.and adjusted by the National Geodetic Survey in June 1991..
 DS0974
 DS0974.The geoid height was determined by GEOID03.
 DS0974
 DS0974.The dynamic height is computed by dividing the NAVD 88
 DS0974.geopotential number by the normal gravity value computed on the
 DS0974.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0974.degrees latitude (g = 980.6199 gals.).
 DS0974
 DS0974.The modeled gravity was interpolated from observed gravity values.
 DS0974
 DS0974;                    North         East    Units  Estimated Accuracy
 DS0974;SPC NM C     -   289,100.      370,710.      MT  (+/- 180 meters Scaled)
 DS0974
 DS0974                          SUPERSEDED SURVEY CONTROL
 DS0974
 DS0974  NGVD 29 (??/??/92) 1925.745  (m)         6318.05   (f) ADJ UNCH    2 0
 DS0974
 DS0974.Superseded values are not recommended for survey control.
 DS0974.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0974.See file dsdata.txt to determine how the superseded data were derived.
 DS0974
 DS0974_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBT547208(NAD 83)
 DS0974_MARKER: DB = BENCH MARK DISK
 DS0974_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0974_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0974_STAMPING: D-86 1934
 DS0974_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0974+STABILITY: SURFACE MOTION
 DS0974
 DS0974  HISTORY     - Date     Condition        Report By
 DS0974  HISTORY     - 1934     MONUMENTED       CGS
 DS0974
 DS0974                          STATION DESCRIPTION
 DS0974
 DS0974'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DS0974'2.0 MI N FROM OJO CALIENTE.
 DS0974'2.0 MI N ON ROAD TO FRENCHMAN WELL AND MAGDALENA ABOUT 1.0 MI N OF
 DS0974'GOBELS STORE AND FILLING STATION, ABOUT 182 YDS E OF A FENCE CORNER,
 DS0974'49 FEET N OF A 4-STRAND WIRE FENCE, 36 FEET N OF THE CEN ERLINE OF THE
 DS0974'ROAD, AND ABOUT 2 FEET ABOVE THE ROAD SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0726 ***********************************************************************
 CX0726  DESIGNATION -  D 87 RESET
 CX0726  PID         -  CX0726
 CX0726  STATE/COUNTY-  NM/DONA ANA
 CX0726  USGS QUAD   -  ORGAN (1994)
 CX0726
 CX0726                         *CURRENT SURVEY CONTROL
 CX0726  ___________________________________________________________________
 CX0726* NAD 83(1986)-  32 25 22.     (N)    106 36 17.     (W)     SCALED    
 CX0726* NAVD 88     -      1525.19   (+/-2cm)    5003.9    (feet)  VERTCON   
 CX0726  ___________________________________________________________________
 CX0726  GEOID HEIGHT-         -23.45  (meters)                     GEOID03
 CX0726
 CX0726  VERT ORDER  -  THIRD (See Below)
 CX0726
 CX0726.The horizontal coordinates were scaled from a topographic map and have
 CX0726.an estimated accuracy of +/- 6 seconds.
 CX0726
 CX0726.The NAVD 88 height was computed by applying the VERTCON shift value to
 CX0726.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CX0726.The vertical order pertains to the NGVD 29 superseded value.
 CX0726
 CX0726.The geoid height was determined by GEOID03.
 CX0726
 CX0726;                    North         East    Units  Estimated Accuracy
 CX0726;SPC NM C     -   157,800.      466,640.      MT  (+/- 180 meters Scaled)
 CX0726
 CX0726                          SUPERSEDED SURVEY CONTROL
 CX0726
 CX0726  NGVD 29 (??/??/??) 1524.54   (m)         5001.8    (f) RESET       3  
 CX0726
 CX0726.Superseded values are not recommended for survey control.
 CX0726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0726.See file dsdata.txt to determine how the superseded data were derived.
 CX0726
 CX0726_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR491884(NAD 83)
 CX0726_MARKER: DD = SURVEY DISK
 CX0726_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CX0726_SP_SET: CULVERT
 CX0726_STAMPING: D 87 RESET 1959
 CX0726_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX0726
 CX0726  HISTORY     - Date     Condition        Report By
 CX0726  HISTORY     - 1959     MONUMENTED       MNHD
 CX0726  HISTORY     - 1963     GOOD             NMHD
 CX0726
 CX0726                          STATION DESCRIPTION
 CX0726
 CX0726'DESCRIBED BY NM HIGHWAY DEPT 1963
 CX0726'13.6 MI NE FROM LAS CRUCES.
 CX0726'13.6 MILES NORTHEAST ALONG U. S. HIGHWAY 70 FROM THE JUNCTION OF U. S.
 CX0726'HIGHWAYS 80 AND 85 AT LAS CRUCES, 0.4 MILE SOUTHWEST OF THE POST
 CX0726'OFFICE AT ORGAN, 28.5 FEET SOUTHEAST OF THE CENTERLINE OF THE
 CX0726'NORTHEAST BOUND LANE OF THE HIGHWAY AT THE NORTHEAST END OF THE
 CX0726'SOUTHEAST HEADWALL ON A 6 X 6 FT. CATTLE UNDERPASS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0305 ***********************************************************************
 CW0305  DESIGNATION -  D 89
 CW0305  PID         -  CW0305
 CW0305  STATE/COUNTY-  NM/CHAVES
 CW0305  USGS QUAD   -  ELK (1963)
 CW0305
 CW0305                         *CURRENT SURVEY CONTROL
 CW0305  ___________________________________________________________________
 CW0305* NAD 83(1986)-  32 57 07.     (N)    105 18 24.     (W)     SCALED    
 CW0305* NAVD 88     -      1756.149  (meters)    5761.63   (feet)  ADJUSTED  
 CW0305  ___________________________________________________________________
 CW0305  GEOID HEIGHT-         -20.70  (meters)                     GEOID03
 CW0305  DYNAMIC HT  -        1753.454 (meters)    5752.79  (feet)  COMP
 CW0305  MODELED GRAV-     979,040.7   (mgal)                       NAVD 88
 CW0305
 CW0305  VERT ORDER  -  SECOND    CLASS 0
 CW0305
 CW0305.The horizontal coordinates were scaled from a topographic map and have
 CW0305.an estimated accuracy of +/- 6 seconds.
 CW0305
 CW0305.The orthometric height was determined by differential leveling
 CW0305.and adjusted by the National Geodetic Survey in June 1991..
 CW0305
 CW0305.The geoid height was determined by GEOID03.
 CW0305
 CW0305.The dynamic height is computed by dividing the NAVD 88
 CW0305.geopotential number by the normal gravity value computed on the
 CW0305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0305.degrees latitude (g = 980.6199 gals.).
 CW0305
 CW0305.The modeled gravity was interpolated from observed gravity values.
 CW0305
 CW0305;                    North         East    Units  Estimated Accuracy
 CW0305;SPC NM E     -   216,850.       74,000.      MT  (+/- 180 meters Scaled)
 CW0305
 CW0305                          SUPERSEDED SURVEY CONTROL
 CW0305
 CW0305  NGVD 29 (??/??/92) 1755.442  (m)         5759.31   (f) ADJ UNCH    2 0
 CW0305
 CW0305.Superseded values are not recommended for survey control.
 CW0305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0305.See file dsdata.txt to determine how the superseded data were derived.
 CW0305
 CW0305_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDS713460(NAD 83)
 CW0305_MARKER: DB = BENCH MARK DISK
 CW0305_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CW0305_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CW0305_STAMPING: D 89 1934
 CW0305_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CW0305+STABILITY: SURFACE MOTION
 CW0305
 CW0305  HISTORY     - Date     Condition        Report By
 CW0305  HISTORY     - 1934     MONUMENTED       CGS
 CW0305  HISTORY     - 1961     GOOD             USGS
 CW0305
 CW0305                          STATION DESCRIPTION
 CW0305
 CW0305'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 CW0305'1.6 MI E FROM ELK.
 CW0305'ELK, ABOUT 1.6 MI. E. OF ALONG HIGHWAY 83, 0.6 MI. E. OF THE ELK
 CW0305'BAPTIST CHURCH, 0.2 MI. E OF A HOUSE, 216 FT. S OF THE CENTERLINE OF
 CW0305'THE HIGHWAY, 141 FT. S. OF THE RIGHT-OF-WAY FENCE, 92 FT N. OF A SHEEP
 CW0305'FENCE, 222 FT FT. E. OF A POWER POLE WHICH IS 10 FT. E. OF A FENCE,
 CW0305'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FT., A STANDARD USC
 CW0305'AND GS BENCH MARK TABLET STAMPED D 89 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS1140 ***********************************************************************
 DS1140  DESIGNATION -  D 9 2
 DS1140  PID         -  DS1140
 DS1140  STATE/COUNTY-  NM/SOCORRO
 DS1140  USGS QUAD   -  MOCKINGBIRD GAP (1982)
 DS1140
 DS1140                         *CURRENT SURVEY CONTROL
 DS1140  ___________________________________________________________________
 DS1140* NAD 83(1992)-  33 31 33.98245(N)    106 26 38.85293(W)     ADJUSTED  
 DS1140* NAVD 88     -      1683.58   (+/-2cm)    5523.5    (feet)  VERTCON   
 DS1140  ___________________________________________________________________
 DS1140  LAPLACE CORR-           0.04  (seconds)                    DEFLEC99
 DS1140  GEOID HEIGHT-         -22.00  (meters)                     GEOID03
 DS1140
 DS1140  HORZ ORDER  -  SECOND
 DS1140  VERT ORDER  -  THIRD ? (See Below)
 DS1140
 DS1140.The horizontal coordinates were established by classical geodetic methods
 DS1140.and adjusted by the National Geodetic Survey in December 1993..
 DS1140
 DS1140.The NAVD 88 height was computed by applying the VERTCON shift value to
 DS1140.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DS1140.The vertical order pertains to the NGVD 29 superseded value.
 DS1140
 DS1140.The Laplace correction was computed from DEFLEC99 derived deflections.
 DS1140
 DS1140.The geoid height was determined by GEOID03.
 DS1140
 DS1140;                    North         East     Units Scale Factor Converg.
 DS1140;SPC NM C     -   280,112.574   481,968.542   MT  0.99990401   -0 06 26.0
 DS1140;SPC NM C     -   919,002.67  1,581,258.46   sFT  0.99990401   -0 06 26.0
 DS1140;UTM  13      - 3,710,547.146   365,896.530   MT  0.99982171   -0 47 51.8
 DS1140
 DS1140!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS1140!SPC NM C     -   0.99973921  x   0.99990401  =   0.99964325
 DS1140!UTM  13      -   0.99973921  x   0.99982171  =   0.99956097
 DS1140
 DS1140|---------------------------------------------------------------------|
 DS1140| PID    Reference Object                     Distance      Geod. Az  |
 DS1140|                                                           dddmmss.s |
 DS1140| CD2779 D 9 2 RM 1                            6.621 METERS 00449     |
 DS1140| DS0073 GAP                                 APPROX. 2.4 KM 0162436.2 |
 DS1140| CD2780 D 9 2 RM 2                            6.046 METERS 19645     |
 DS1140|---------------------------------------------------------------------|
 DS1140
 DS1140                          SUPERSEDED SURVEY CONTROL
 DS1140
 DS1140  NAD 83(1986)-  33 31 33.98936(N)    106 26 38.85551(W) AD(       ) 2
 DS1140  NAD 27      -  33 31 33.72847(N)    106 26 36.82744(W) AD(       ) 2
 DS1140  NGVD 29 (07/19/86) 1682.88   (m)         5521.2    (f) LEVELING    3  
 DS1140
 DS1140.Superseded values are not recommended for survey control.
 DS1140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS1140.See file dsdata.txt to determine how the superseded data were derived.
 DS1140
 DS1140_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT6589710547(NAD 83)
 DS1140_MARKER: DD = SURVEY DISK
 DS1140_SETTING: 66 = SET IN ROCK OUTCROP
 DS1140
 DS1140  HISTORY     - Date     Condition        Report By
 DS1140  HISTORY     - 1967     MONUMENTED       DMA
 DS1140
 DS1140                          STATION DESCRIPTION
 DS1140
 DS1140'DESCRIBED BY DEFENSE MAP AGENCY 1967 (JWC)
 DS1140'THE STATION IS ABOUT 34 MILES WEST-SOUTHWEST OF CARRIZOZO, 25 MILES
 DS1140'NORTHWEST OF THREE RIVERS, 4 MILES WEST OF THE SOCORRO-LINCOLN
 DS1140'COUNTY LINE AND 3 MILES NORTH OF THE SIERRA-SOCORRO COUNTY LINE, ON
 DS1140'THE TOP OF A SMALL HILL ON THE WHITE SANDS MISSILE RANGE.
 DS1140'
 DS1140'TO REACH THE STATION FROM THE POST OFFICE IN TULAROSA, GO WESTERLY ON
 DS1140'STATE HIGHWAY 52 FOR 1.25 MILES TO A T-JUNCTION JUST AFTER CROSSING
 DS1140'RAILROAD TRACKS, TURN RIGHT AND GO NORTH FOR 0.3 MILE TO WHERE THE
 DS1140'MAIN ROAD TURNS TO THE WEST, TURN LEFT AND FOLLOW THE MAIN ROAD
 DS1140'FOR 6.7 MILES TO A CROSSROADS AT A GUARD SHACK ON THE LEFT.
 DS1140'CONTINUE WEST ON PAVED ROAD FOR 22.1 MILES TO A PAVED CROSSROADS
 DS1140'AT THE RHODES CANYON RANGE CENTER, TURN RIGHT AND GO NORTH ON
 DS1140'THE PAVED ROAD FOR 16.0 MILES TO A SMALL WHITE BUILDING AND AN
 DS1140'ASTRO-DOME ON THE RIGHT (SW 70), CONTINUE NORTH ON THE MAIN ROAD
 DS1140'FOR 3.75 MILES TO A FORK, TAKE THE LEFT FORK AND GO NORTH FOR 5.0
 DS1140'MILES TO TWO SMALL BUILDINGS ON THE RIGHT (NW 70), CONTINUE AHEAD
 DS1140'ON PAVED ROAD FOR 3.7 MILES TO A REVERSE FORK ON THE LEFT, CONTINUE
 DS1140'NORTHERLY FOR 0.85 MILES TO A REVERSE FORK ON THE RIGHT, KEEP
 DS1140'STRAIGHT AHEAD ON PAVED ROAD FOR 0.1 MILE TO THE BENCH MARK ON
 DS1140'THE LEFT.  CONTINUE NORTH ON PAVED ROAD FOR 0.6 MILE TO A GRAVELED
 DS1140'SIDE ROAD ON THE LEFT AND A SMALL SIGN D-9, TURN LEFT AND FOLLOW
 DS1140'THE GRAVELED ROAD FOR 1.3 MILES TO THE TOP OF THE HILL AND THE
 DS1140'STATION ON THE LEFT JUST SOUTH OF A SMALL WHITE BUILDING.
 DS1140'
 DS1140'THE STATION MARK IS A BRONZE DISK OF THE WHITE SANDS PROVING GROUNDS,
 DS1140'STAMPED D 9 2 1961, CEMENTED IN A DRILL HOLE, IN A 4 X 10 FOOT ROCK
 DS1140'OUTCROP, THAT PROJECTS 6 INCHES ABOVE THE GROUND.  IT IS 32.5 FEET
 DS1140'WEST OF THE NORTHWEST CORNER OF A SMALL WHITE BUILDING, 45 FEET
 DS1140'NORTHWEST OF THE CENTERLINE OF A GRAVELED ROAD AND 30.4 FEET
 DS1140'WEST-SOUTHWEST OF THE SOUTHWEST LEG OF A RED AND WHITE STEEL
 DS1140'TOWER.
 DS1140'
 DS1140'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED D 9-2 WSPG NO 1 1966,
 DS1140'CEMENTED IN A DRILL HOLE, IN A 2 X 6 FOOT ROCK OUTCROP, THAT
 DS1140'PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS 46 FEET NORTH OF THE
 DS1140'CENTERLINE OF THE GRAVELED ROAD, 19.2 FEET WEST-SOUTHWEST OF THE
 DS1140'SOUTHWEST LEG OF THE TOWER, 8.8 FEET NORTHWEST OF THE NORTHWEST
 DS1140'CORNER OF THE WHITE BUILDING AND ABOUT 1 FOOT HIGHER IN ELEVATION
 DS1140'THAN THE STATION.
 DS1140'
 DS1140'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED D 9-2 WSPG NO 2 1966,
 DS1140'CEMENTED IN A DRILL HOLE, IN A 4 X 6 FOOT ROCK OUTCROP, THAT
 DS1140'PROJECTS 1 INCH ABOVE THE GROUND ON THE WEST SIDE AND IS FLUSH ON
 DS1140'THE EAST SIDE.  IT IS 48 FEET NORTHWEST OF THE CENTERLINE OF THE
 DS1140'GRAVELED ROAD AND 1 FOOT LOWER IN ELEVATION THAN THE STATION.
 DS1140'
 DS1140'BENCH MARK C 235 IS A STANDARD DISK, STAMPED C 235 1952, SET IN THE
 DS1140'TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT PROJECTS 4
 DS1140'INCHES ABOVE THE GROUND.  IT IS 115 FEET SOUTH-SOUTHWEST OF THE
 DS1140'CENTERLINE OF A PAVED ROAD, 3 FEET NORTHEAST OF A WOODEN WITNESS
 DS1140'POST AND 1 FOOT NORTHWEST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0284 ***********************************************************************
 CW0284  DESIGNATION -  D 90
 CW0284  PID         -  CW0284
 CW0284  STATE/COUNTY-  NM/EDDY
 CW0284  USGS QUAD   -  HOPE (1975)
 CW0284
 CW0284                         *CURRENT SURVEY CONTROL
 CW0284  ___________________________________________________________________
 CW0284* NAD 83(1986)-  32 49 37.     (N)    104 40 53.     (W)     SCALED    
 CW0284* NAVD 88     -      1211.599  (meters)    3975.05   (feet)  ADJUSTED  
 CW0284  ___________________________________________________________________
 CW0284  GEOID HEIGHT-         -22.70  (meters)                     GEOID03
 CW0284  DYNAMIC HT  -        1209.867 (meters)    3969.37  (feet)  COMP
 CW0284  MODELED GRAV-     979,166.9   (mgal)                       NAVD 88
 CW0284
 CW0284  VERT ORDER  -  SECOND    CLASS 0
 CW0284
 CW0284.The horizontal coordinates were scaled from a topographic map and have
 CW0284.an estimated accuracy of +/- 6 seconds.
 CW0284
 CW0284.The orthometric height was determined by differential leveling
 CW0284.and adjusted by the National Geodetic Survey in June 1991..
 CW0284
 CW0284.The geoid height was determined by GEOID03.
 CW0284
 CW0284.The dynamic height is computed by dividing the NAVD 88
 CW0284.geopotential number by the normal gravity value computed on the
 CW0284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0284.degrees latitude (g = 980.6199 gals.).
 CW0284
 CW0284.The modeled gravity was interpolated from observed gravity values.
 CW0284
 CW0284;                    North         East    Units  Estimated Accuracy
 CW0284;SPC NM E     -   202,620.      132,410.      MT  (+/- 180 meters Scaled)
 CW0284
 CW0284                          SUPERSEDED SURVEY CONTROL
 CW0284
 CW0284  NGVD 29 (??/??/92) 1211.074  (m)         3973.33   (f) ADJ UNCH    2 0
 CW0284
 CW0284.Superseded values are not recommended for survey control.
 CW0284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0284.See file dsdata.txt to determine how the superseded data were derived.
 CW0284
 CW0284_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES298321(NAD 83)
 CW0284_MARKER: DB = BENCH MARK DISK
 CW0284_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CW0284_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CW0284_STAMPING: D-90 1934
 CW0284_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CW0284+STABILITY: SURFACE MOTION
 CW0284
 CW0284  HISTORY     - Date     Condition        Report By
 CW0284  HISTORY     - 1934     MONUMENTED       CGS
 CW0284
 CW0284                          STATION DESCRIPTION
 CW0284
 CW0284'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CW0284'4.0 MI E FROM HOPE.
 CW0284'4.0 MI. E. ALONG STATE NO. 83 49 FT. N. OF THE CENTER LINE OF HWY.,
 CW0284'AND 1 FT. S. OF A 4 WIRE FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0357 ***********************************************************************
 DR0357  DESIGNATION -  D 91
 DR0357  PID         -  DR0357
 DR0357  STATE/COUNTY-  NM/CHAVES
 DR0357  USGS QUAD   -  PETERS LAKE (1975)
 DR0357
 DR0357                         *CURRENT SURVEY CONTROL
 DR0357  ___________________________________________________________________
 DR0357* NAD 83(1986)-  33 08 24.     (N)    104 35 42.     (W)     SCALED    
 DR0357* NAVD 88     -      1152.705  (meters)    3781.83   (feet)  ADJUSTED  
 DR0357  ___________________________________________________________________
 DR0357  GEOID HEIGHT-         -22.89  (meters)                     GEOID03
 DR0357  DYNAMIC HT  -        1151.104 (meters)    3776.58  (feet)  COMP
 DR0357  MODELED GRAV-     979,208.9   (mgal)                       NAVD 88
 DR0357
 DR0357  VERT ORDER  -  SECOND    CLASS 0
 DR0357
 DR0357.The horizontal coordinates were scaled from a topographic map and have
 DR0357.an estimated accuracy of +/- 6 seconds.
 DR0357
 DR0357.The orthometric height was determined by differential leveling
 DR0357.and adjusted by the National Geodetic Survey in June 1991..
 DR0357
 DR0357.The geoid height was determined by GEOID03.
 DR0357
 DR0357.The dynamic height is computed by dividing the NAVD 88
 DR0357.geopotential number by the normal gravity value computed on the
 DR0357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0357.degrees latitude (g = 980.6199 gals.).
 DR0357
 DR0357.The modeled gravity was interpolated from observed gravity values.
 DR0357
 DR0357;                    North         East    Units  Estimated Accuracy
 DR0357;SPC NM E     -   237,310.      140,590.      MT  (+/- 180 meters Scaled)
 DR0357
 DR0357                          SUPERSEDED SURVEY CONTROL
 DR0357
 DR0357  NGVD 29 (??/??/92) 1152.141  (m)         3779.98   (f) ADJ UNCH    2 0
 DR0357
 DR0357.Superseded values are not recommended for survey control.
 DR0357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0357.See file dsdata.txt to determine how the superseded data were derived.
 DR0357
 DR0357_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES377668(NAD 83)
 DR0357_MARKER: DB = BENCH MARK DISK
 DR0357_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR0357_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DR0357_STAMPING: D-91 1934
 DR0357_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR0357+STABILITY: SURFACE MOTION
 DR0357
 DR0357  HISTORY     - Date     Condition        Report By
 DR0357  HISTORY     - 1934     MONUMENTED       CGS
 DR0357
 DR0357                          STATION DESCRIPTION
 DR0357
 DR0357'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DR0357'9.2 MI NE FROM FELIX.
 DR0357'9.2 MI. N.E. ALONG STATE NO. 13.  ABOUT 68 YDS. S. OF V SHAPED HWY.
 DR0357'STORM DITCHES, AND 68 FT. E. OF THE CENTER LINE OF ROAD, ABOUT LEVEL
 DR0357'WITH THE ROAD BED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0452 ***********************************************************************
 DR0452  DESIGNATION -  D 92
 DR0452  PID         -  DR0452
 DR0452  STATE/COUNTY-  NM/CHAVES
 DR0452  USGS QUAD   -  MESA SE (1982)
 DR0452
 DR0452                         *CURRENT SURVEY CONTROL
 DR0452  ___________________________________________________________________
 DR0452* NAD 83(1986)-  33 45 51.     (N)    104 33 57.     (W)     SCALED    
 DR0452* NAVD 88     -      1216.700  (meters)    3991.79   (feet)  POSTED    
 DR0452  ___________________________________________________________________
 DR0452  GEOID HEIGHT-         -23.30  (meters)                     GEOID03
 DR0452  DYNAMIC HT  -        1215.040 (meters)    3986.34  (feet)  COMP
 DR0452  MODELED GRAV-     979,227.2   (mgal)                       NAVD 88
 DR0452
 DR0452  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 DR0452
 DR0452.The horizontal coordinates were scaled from a topographic map and have
 DR0452.an estimated accuracy of +/- 6 seconds.
 DR0452
 DR0452.The orthometric height was determined by differential leveling
 DR0452.and adjusted by the National Geodetic Survey in 1992..
 DR0452.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 DR0452.rate of 0.0 thru 1.0 mm/km.
 DR0452
 DR0452.The geoid height was determined by GEOID03.
 DR0452
 DR0452.The dynamic height is computed by dividing the NAVD 88
 DR0452.geopotential number by the normal gravity value computed on the
 DR0452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0452.degrees latitude (g = 980.6199 gals.).
 DR0452
 DR0452.The modeled gravity was interpolated from observed gravity values.
 DR0452
 DR0452;                    North         East    Units  Estimated Accuracy
 DR0452;SPC NM E     -   306,530.      143,460.      MT  (+/- 180 meters Scaled)
 DR0452
 DR0452                          SUPERSEDED SURVEY CONTROL
 DR0452
 DR0452  NGVD 29 (??/??/92) 1216.102  (m)         3989.83   (f) ADJ UNCH    2 0
 DR0452
 DR0452.Superseded values are not recommended for survey control.
 DR0452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0452.See file dsdata.txt to determine how the superseded data were derived.
 DR0452
 DR0452_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SET402360(NAD 83)
 DR0452_MARKER: DB = BENCH MARK DISK
 DR0452_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR0452_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DR0452_STAMPING: D 92 1934
 DR0452_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR0452+STABILITY: SURFACE MOTION
 DR0452
 DR0452  HISTORY     - Date     Condition        Report By
 DR0452  HISTORY     - 1934     MONUMENTED       CGS
 DR0452  HISTORY     - 1966     GOOD             USGS
 DR0452
 DR0452                          STATION DESCRIPTION
 DR0452
 DR0452'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 DR0452'28.9 MI N FROM ROSWELL.
 DR0452'27.7 MILES NORTH ALONG U. S. HIGHWAY 285 FROM THE COURTHOUSE AT
 DR0452'ROSWELL, CHAVES COUNTY, TO A GRADED ROAD EAST TO A WINDMILL, 0.3 MILE
 DR0452'EAST ALONG A DIRT ROAD TO THE CROSSING OF THE OLD HIGHWAY, 0.9 MILE
 DR0452'SOUTH ALONG THE OLD HIGHWAY, 45 FEET EAST OF THE CENTERLINE OF THE OLD
 DR0452'HIGHWAY AT THE NORTH END OF A SMALL MESQUITE CLUMP.  A STANDARD DISK
 DR0452'STAMPED D 92 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0144 ***********************************************************************
 EP0144  DESIGNATION -  D 93
 EP0144  PID         -  EP0144
 EP0144  STATE/COUNTY-  NM/LINCOLN
 EP0144  USGS QUAD   -  LOCO DRAW (1981)
 EP0144
 EP0144                         *CURRENT SURVEY CONTROL
 EP0144  ___________________________________________________________________
 EP0144* NAD 83(1986)-  34 18 06.     (N)    104 56 26.     (W)     SCALED    
 EP0144* NAVD 88     -      1655.237  (meters)    5430.56   (feet)  ADJUSTED  
 EP0144  ___________________________________________________________________
 EP0144  GEOID HEIGHT-         -22.42  (meters)                     GEOID03
 EP0144  DYNAMIC HT  -        1652.863 (meters)    5422.77  (feet)  COMP
 EP0144  MODELED GRAV-     979,143.3   (mgal)                       NAVD 88
 EP0144
 EP0144  VERT ORDER  -  SECOND    CLASS 0
 EP0144
 EP0144.The horizontal coordinates were scaled from a topographic map and have
 EP0144.an estimated accuracy of +/- 6 seconds.
 EP0144
 EP0144.The orthometric height was determined by differential leveling
 EP0144.and adjusted by the National Geodetic Survey in June 1991..
 EP0144
 EP0144.The geoid height was determined by GEOID03.
 EP0144
 EP0144.The dynamic height is computed by dividing the NAVD 88
 EP0144.geopotential number by the normal gravity value computed on the
 EP0144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EP0144.degrees latitude (g = 980.6199 gals.).
 EP0144
 EP0144.The modeled gravity was interpolated from observed gravity values.
 EP0144
 EP0144;                    North         East    Units  Estimated Accuracy
 EP0144;SPC NM C     -   366,890.      620,540.      MT  (+/- 180 meters Scaled)
 EP0144
 EP0144                          SUPERSEDED SURVEY CONTROL
 EP0144
 EP0144  NGVD 29 (??/??/92) 1654.452  (m)         5427.98   (f) ADJ UNCH    2 0
 EP0144
 EP0144.Superseded values are not recommended for survey control.
 EP0144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EP0144.See file dsdata.txt to determine how the superseded data were derived.
 EP0144
 EP0144_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SET054956(NAD 83)
 EP0144_MARKER: DB = BENCH MARK DISK
 EP0144_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EP0144_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EP0144_STAMPING: D-93 1934
 EP0144_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EP0144+STABILITY: SURFACE MOTION
 EP0144
 EP0144  HISTORY     - Date     Condition        Report By
 EP0144  HISTORY     - 1934     MONUMENTED       CGS
 EP0144  HISTORY     - 1975     GOOD             USGS
 EP0144  HISTORY     - 1975     GOOD             USGS
 EP0144
 EP0144                          STATION DESCRIPTION
 EP0144
 EP0144'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EP0144'5.4 MI N FROM RAMON.
 EP0144'5.4 MI. N. OF P.O. ALONG STATE NO. 2 ABOUT 0.2 MI. N. OF AN ABANDONED
 EP0144'RANCH HOUSE ON THE W. SIDE OF THE ROAD, 0.1 MI. S. OF A FENCE CORNER,
 EP0144'ON THE W. SIDE OF THE ROAD, ABOUT 1.0 MI. E. OF THE W. RIGHT OF WAY
 EP0144'FENCE, AND 32 FT. W. OF THE CENTER LINE OF THE ROAD.
 EP0144
 EP0144                          STATION RECOVERY (1975)
 EP0144
 EP0144'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 EP0144'RECOVERED IN GOOD CONDITION.
 EP0144
 EP0144                          STATION RECOVERY (1975)
 EP0144
 EP0144'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 EP0144'RAMON, ABOUT 5.2 MILES NW OF, ALONG US HIGHWAY 285 TO T-ROAD SE,
 EP0144'THENCE 0.2K MILES SW ALONG GRAVELED ROAD (OLD HIGHWAY ROW). 995 FEET
 EP0144'NW ALONG OLD HIGHWAY CENTERLINE , AND 33 FEET SW. A STANDARD DISK
 EP0144'STAMPED 'D-93 1934' SET IN TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0228 ***********************************************************************
 DR0228  DESIGNATION -  D 94
 DR0228  PID         -  DR0228
 DR0228  STATE/COUNTY-  NM/CHAVES
 DR0228  USGS QUAD   -  SOUTH SPRING (1975)
 DR0228
 DR0228                         *CURRENT SURVEY CONTROL
 DR0228  ___________________________________________________________________
 DR0228* NAD 83(1986)-  33 22 13.     (N)    104 23 43.     (W)     SCALED    
 DR0228* NAVD 88     -      1054.655  (meters)    3460.15   (feet)  POSTED    
 DR0228  ___________________________________________________________________
 DR0228  GEOID HEIGHT-         -23.26  (meters)                     GEOID03
 DR0228  DYNAMIC HT  -        1053.220 (meters)    3455.44  (feet)  COMP
 DR0228  MODELED GRAV-     979,240.1   (mgal)                       NAVD 88
 DR0228
 DR0228  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 DR0228
 DR0228.The horizontal coordinates were scaled from a topographic map and have
 DR0228.an estimated accuracy of +/- 6 seconds.
 DR0228
 DR0228.The orthometric height was determined by differential leveling
 DR0228.and adjusted by the National Geodetic Survey in 1992..
 DR0228.No vertical observational check was made to the station.
 DR0228.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 DR0228.was located on a no-check spur therefore a value was not computed.
 DR0228
 DR0228.The geoid height was determined by GEOID03.
 DR0228
 DR0228.The dynamic height is computed by dividing the NAVD 88
 DR0228.geopotential number by the normal gravity value computed on the
 DR0228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0228.degrees latitude (g = 980.6199 gals.).
 DR0228
 DR0228.The modeled gravity was interpolated from observed gravity values.
 DR0228
 DR0228;                    North         East    Units  Estimated Accuracy
 DR0228;SPC NM E     -   262,820.      159,240.      MT  (+/- 180 meters Scaled)
 DR0228
 DR0228                          SUPERSEDED SURVEY CONTROL
 DR0228
 DR0228  NGVD 29 (??/??/92) 1054.560  (m)         3459.84   (f) ADJ UNCH    2 0
 DR0228
 DR0228.Superseded values are not recommended for survey control.
 DR0228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0228.See file dsdata.txt to determine how the superseded data were derived.
 DR0228
 DR0228_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES562925(NAD 83)
 DR0228_MARKER: DB = BENCH MARK DISK
 DR0228_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR0228_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DR0228_STAMPING: D-94 1934
 DR0228_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR0228+STABILITY: SURFACE MOTION
 DR0228
 DR0228  HISTORY     - Date     Condition        Report By
 DR0228  HISTORY     - 1934     MONUMENTED       CGS
 DR0228  HISTORY     - 1943     MARK NOT FOUND   NGS
 DR0228  HISTORY     - 20020131 MARK NOT FOUND   USPSQD
 DR0228
 DR0228                          STATION DESCRIPTION
 DR0228
 DR0228'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DR0228'9.1 MI E FROM ROSWELL.
 DR0228'9.1 MI. E. ALONG U.S. NO. 380 0.1 MI. S.E. OF THE E. END OF THE PECOS
 DR0228'RIVER, BRIDGE, 33 FT. W. OF THE CENTER LINE OF HWY., AND 2 FT. E. OF
 DR0228'THE FENCE LINE.
 DR0228
 DR0228                          STATION RECOVERY (1943)
 DR0228
 DR0228'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1943
 DR0228'MARK NOT FOUND.
 DR0228
 DR0228                          STATION RECOVERY (2002)
 DR0228
 DR0228'RECOVERY NOTE BY US POWER SQUADRON 2002 (RLF)
 DR0228'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0327 ***********************************************************************
 CV0327  DESIGNATION -  D 96
 CV0327  PID         -  CV0327
 CV0327  STATE/COUNTY-  NM/LEA
 CV0327  USGS QUAD   -  RATTLESNAKE CANYON (1979)
 CV0327
 CV0327                         *CURRENT SURVEY CONTROL
 CV0327  ___________________________________________________________________
 CV0327* NAD 83(1986)-  32 15 32.     (N)    103 11 12.     (W)     SCALED    
 CV0327* NAVD 88     -      1006.411  (meters)    3301.87   (feet)  ADJUSTED  
 CV0327  ___________________________________________________________________
 CV0327  GEOID HEIGHT-         -22.95  (meters)                     GEOID03
 CV0327  DYNAMIC HT  -        1005.008 (meters)    3297.26  (feet)  COMP
 CV0327  MODELED GRAV-     979,210.7   (mgal)                       NAVD 88
 CV0327
 CV0327  VERT ORDER  -  SECOND    CLASS 0
 CV0327
 CV0327.The horizontal coordinates were scaled from a topographic map and have
 CV0327.an estimated accuracy of +/- 6 seconds.
 CV0327
 CV0327.The orthometric height was determined by differential leveling
 CV0327.and adjusted by the National Geodetic Survey in June 1991..
 CV0327
 CV0327.The geoid height was determined by GEOID03.
 CV0327
 CV0327.The dynamic height is computed by dividing the NAVD 88
 CV0327.geopotential number by the normal gravity value computed on the
 CV0327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0327.degrees latitude (g = 980.6199 gals.).
 CV0327
 CV0327.The modeled gravity was interpolated from observed gravity values.
 CV0327
 CV0327;                    North         East    Units  Estimated Accuracy
 CV0327;SPC NM E     -   140,150.      273,040.      MT  (+/- 180 meters Scaled)
 CV0327
 CV0327                          SUPERSEDED SURVEY CONTROL
 CV0327
 CV0327  NGVD 29 (??/??/92) 1006.014  (m)         3300.56   (f) ADJ UNCH    2 0
 CV0327
 CV0327.Superseded values are not recommended for survey control.
 CV0327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0327.See file dsdata.txt to determine how the superseded data were derived.
 CV0327
 CV0327_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFR708705(NAD 83)
 CV0327_MARKER: DB = BENCH MARK DISK
 CV0327_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0327_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CV0327_STAMPING: D-96 1935
 CV0327_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CV0327+STABILITY: SURFACE MOTION
 CV0327
 CV0327  HISTORY     - Date     Condition        Report By
 CV0327  HISTORY     - 1935     MONUMENTED       CGS
 CV0327
 CV0327                          STATION DESCRIPTION
 CV0327
 CV0327'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 CV0327'10.5 MI N FROM JAL.
 CV0327'10.5 MI. N. ALONG T. AND N.M. RY. 0.1 MI. N. OF A GRADE CROSSING, 600
 CV0327'FT. S. OF MILE POST NO. 53, 102 FT. E. OF THE CENTER LINE OF TRACK,
 CV0327'AND 1 FT. E. OF R.O.W. FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0451 ***********************************************************************
 CV0451  DESIGNATION -  D 97
 CV0451  PID         -  CV0451
 CV0451  STATE/COUNTY-  NM/EDDY
 CV0451  USGS QUAD   -  TOWER HILL NORTH (1985)
 CV0451
 CV0451                         *CURRENT SURVEY CONTROL
 CV0451  ___________________________________________________________________
 CV0451* NAD 83(1986)-  32 31 18.     (N)    103 58 02.     (W)     SCALED    
 CV0451* NAVD 88     -      1034.922  (meters)    3395.41   (feet)  ADJUSTED  
 CV0451  ___________________________________________________________________
 CV0451  GEOID HEIGHT-         -23.95  (meters)                     GEOID03
 CV0451  DYNAMIC HT  -        1033.454 (meters)    3390.59  (feet)  COMP
 CV0451  MODELED GRAV-     979,184.8   (mgal)                       NAVD 88
 CV0451
 CV0451  VERT ORDER  -  FIRST     CLASS I
 CV0451
 CV0451.The horizontal coordinates were scaled from a topographic map and have
 CV0451.an estimated accuracy of +/- 6 seconds.
 CV0451
 CV0451.The orthometric height was determined by differential leveling
 CV0451.and adjusted by the National Geodetic Survey in June 1991..
 CV0451
 CV0451.The geoid height was determined by GEOID03.
 CV0451
 CV0451.The dynamic height is computed by dividing the NAVD 88
 CV0451.geopotential number by the normal gravity value computed on the
 CV0451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0451.degrees latitude (g = 980.6199 gals.).
 CV0451
 CV0451.The modeled gravity was interpolated from observed gravity values.
 CV0451
 CV0451;                    North         East    Units  Estimated Accuracy
 CV0451;SPC NM E     -   168,770.      199,400.      MT  (+/- 180 meters Scaled)
 CV0451
 CV0451                          SUPERSEDED SURVEY CONTROL
 CV0451
 CV0451  NGVD 29 (??/??/92) 1034.439  (m)         3393.82   (f) ADJ UNCH    1 1
 CV0451
 CV0451.Superseded values are not recommended for survey control.
 CV0451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0451.See file dsdata.txt to determine how the superseded data were derived.
 CV0451
 CV0451_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SER969987(NAD 83)
 CV0451_MARKER: DB = BENCH MARK DISK
 CV0451_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0451_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CV0451_STAMPING: D-97 1935
 CV0451_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CV0451+STABILITY: SURFACE MOTION
 CV0451
 CV0451  HISTORY     - Date     Condition        Report By
 CV0451  HISTORY     - 1935     MONUMENTED       CGS
 CV0451  HISTORY     - 1977     GOOD             NGS
 CV0451  HISTORY     - 1981     GOOD             NGS
 CV0451
 CV0451                          STATION DESCRIPTION
 CV0451
 CV0451'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 CV0451'17.9 MI E FROM CARLSBAD.
 CV0451'17.9 MI. E. ALONG U.S. NO. 62 0.4 MI. S.E. OF A RANCH HOUSE AND
 CV0451'WINDMILL, 95 FT. N. OF THE CENTER LINE OF HWY., AND 75 FT. E. OF A
 CV0451'CONC. CULVERT.
 CV0451
 CV0451                          STATION RECOVERY (1977)
 CV0451
 CV0451'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CV0451'17.6 MILES NORTHEAST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE EAST END
 CV0451'OF THE BATAAN BRIDGE OVER THE PECOS RIVER, 0.35 MILE EAST OF THE
 CV0451'JUNCTION OF STATE HIGHWAY 31 LEADING SOUTH, 0.6 MILE WEST OF MILEPOST
 CV0451'54, AT THE CROSSING OF A POWER TRANSMISSION LINE, 245 FT. EAST OF THE
 CV0451'CENTER LINE OF A DIRT ROAD LEADING NORTH, 93.5 FT. NORTH OF THE CENTER
 CV0451'LINE OF THE NORTH HIGHWAY LANES, 97.8 FT. EAST-NORTHEAST OF THE EAST
 CV0451'END OF A METAL GATE, 115 FT. EAST-SOUTHEAST OF THE EAST ONE OF TWO
 CV0451'POWER LINE POLES, 19.0 FT. NORTH OF A FENCE.
 CV0451
 CV0451                          STATION RECOVERY (1981)
 CV0451
 CV0451'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CV0451'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0281 ***********************************************************************
 CV0281  DESIGNATION -  D 98
 CV0281  PID         -  CV0281
 CV0281  STATE/COUNTY-  NM/LEA
 CV0281  USGS QUAD   -  LOVINGTON (1979)
 CV0281
 CV0281                         *CURRENT SURVEY CONTROL
 CV0281  ___________________________________________________________________
 CV0281* NAD 83(1986)-  32 57 48.     (N)    103 20 56.     (W)     SCALED    
 CV0281* NAVD 88     -      1195.521  (meters)    3922.31   (feet)  ADJUSTED  
 CV0281  ___________________________________________________________________
 CV0281  GEOID HEIGHT-         -21.75  (meters)                     GEOID03
 CV0281  DYNAMIC HT  -        1193.889 (meters)    3916.95  (feet)  COMP
 CV0281  MODELED GRAV-     979,230.7   (mgal)                       NAVD 88
 CV0281
 CV0281  VERT ORDER  -  SECOND    CLASS 0
 CV0281
 CV0281.The horizontal coordinates were scaled from a topographic map and have
 CV0281.an estimated accuracy of +/- 6 seconds.
 CV0281
 CV0281.The orthometric height was determined by differential leveling
 CV0281.and adjusted by the National Geodetic Survey in June 1991..
 CV0281
 CV0281.The geoid height was determined by GEOID03.
 CV0281
 CV0281.The dynamic height is computed by dividing the NAVD 88
 CV0281.geopotential number by the normal gravity value computed on the
 CV0281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0281.degrees latitude (g = 980.6199 gals.).
 CV0281
 CV0281.The modeled gravity was interpolated from observed gravity values.
 CV0281
 CV0281;                    North         East    Units  Estimated Accuracy
 CV0281;SPC NM E     -   218,120.      257,030.      MT  (+/- 180 meters Scaled)
 CV0281
 CV0281                          SUPERSEDED SURVEY CONTROL
 CV0281
 CV0281  NGVD 29 (??/??/92) 1195.093  (m)         3920.90   (f) ADJ UNCH    2 0
 CV0281
 CV0281.Superseded values are not recommended for survey control.
 CV0281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0281.See file dsdata.txt to determine how the superseded data were derived.
 CV0281
 CV0281_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFS543484(NAD 83)
 CV0281_MARKER: DB = BENCH MARK DISK
 CV0281_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0281_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CV0281_STAMPING: D-98 1934
 CV0281_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CV0281+STABILITY: SURFACE MOTION
 CV0281
 CV0281  HISTORY     - Date     Condition        Report By
 CV0281  HISTORY     - 1934     MONUMENTED       CGS
 CV0281  HISTORY     - 1935     GOOD             NGS
 CV0281  HISTORY     - 1961     MARK NOT FOUND   USGS
 CV0281
 CV0281                          STATION DESCRIPTION
 CV0281
 CV0281'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 CV0281'1.0 MI N FROM LOVINGTON.
 CV0281'1.0 MI. N. OF COURTHOUSE ALONG STATE NO. 18 0.1 MI. N. OF LOVINGTON
 CV0281'CITY LIMITS, 50 FT. W. OF THE CENTER LINE OF HWY., 54 FT. E. OF THE
 CV0281'CENTER LINE OF A SIDE ROAD, AND 3 FT. S. OF POINT OF JUNCT. OF TWO
 CV0281'FENCES.
 CV0281
 CV0281                          STATION RECOVERY (1961)
 CV0281
 CV0281'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 CV0281'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0155 ***********************************************************************
 EP0155  DESIGNATION -  D 99
 EP0155  PID         -  EP0155
 EP0155  STATE/COUNTY-  NM/DE BACA
 EP0155  USGS QUAD   -  DUNLAP (1982)
 EP0155
 EP0155                         *CURRENT SURVEY CONTROL
 EP0155  ___________________________________________________________________
 EP0155* NAD 83(1986)-  34 01 15.     (N)    104 34 49.     (W)     SCALED    
 EP0155* NAVD 88     -      1286.204  (meters)    4219.82   (feet)  ADJUSTED  
 EP0155  ___________________________________________________________________
 EP0155  GEOID HEIGHT-         -23.35  (meters)                     GEOID03
 EP0155  DYNAMIC HT  -        1284.446 (meters)    4214.05  (feet)  COMP
 EP0155  MODELED GRAV-     979,225.8   (mgal)                       NAVD 88
 EP0155
 EP0155  VERT ORDER  -  SECOND    CLASS 0
 EP0155
 EP0155.The horizontal coordinates were scaled from a topographic map and have
 EP0155.an estimated accuracy of +/- 6 seconds.
 EP0155
 EP0155.The orthometric height was determined by differential leveling
 EP0155.and adjusted by the National Geodetic Survey in June 1991..
 EP0155
 EP0155.The geoid height was determined by GEOID03.
 EP0155
 EP0155.The dynamic height is computed by dividing the NAVD 88
 EP0155.geopotential number by the normal gravity value computed on the
 EP0155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EP0155.degrees latitude (g = 980.6199 gals.).
 EP0155
 EP0155.The modeled gravity was interpolated from observed gravity values.
 EP0155
 EP0155;                    North         East    Units  Estimated Accuracy
 EP0155;SPC NM E     -   335,000.      142,190.      MT  (+/- 180 meters Scaled)
 EP0155
 EP0155                          SUPERSEDED SURVEY CONTROL
 EP0155
 EP0155  NGVD 29 (??/??/92) 1285.580  (m)         4217.77   (f) ADJ UNCH    2 0
 EP0155
 EP0155.Superseded values are not recommended for survey control.
 EP0155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EP0155.See file dsdata.txt to determine how the superseded data were derived.
 EP0155
 EP0155_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SET387645(NAD 83)
 EP0155_MARKER: DB = BENCH MARK DISK
 EP0155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EP0155_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EP0155_STAMPING: D-99 1934
 EP0155_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EP0155+STABILITY: SURFACE MOTION
 EP0155
 EP0155  HISTORY     - Date     Condition        Report By
 EP0155  HISTORY     - 1934     MONUMENTED       CGS
 EP0155
 EP0155                          STATION DESCRIPTION
 EP0155
 EP0155'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EP0155'5.6 MI S FROM DUNLAP.
 EP0155'5.6 MI. S. ALONG STATE NO. 20 ABOUT 0.4 MI. S. OF AN OLD ROAD BEARING
 EP0155'N.E. TO A RANCH HOUSE WHICH IS ABOUT 1.0 MI. N.E. OF THE ROAD, AND 45
 EP0155'FT. E. OF THE CENTER LINE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ1045 ***********************************************************************
 EQ1045  DESIGNATION -  D CROSS
 EQ1045  PID         -  EQ1045
 EQ1045  STATE/COUNTY-  NM/SOCORRO
 EQ1045  USGS QUAD   -  D CROSS MOUNTAIN (1964)
 EQ1045
 EQ1045                         *CURRENT SURVEY CONTROL
 EQ1045  ___________________________________________________________________
 EQ1045* NAD 83(1992)-  34 28 39.66421(N)    107 43 24.49214(W)     ADJUSTED  
 EQ1045* NAVD 88     -      2590.1    (meters)    8498.     (feet)  VERTCON   
 EQ1045  ___________________________________________________________________
 EQ1045  LAPLACE CORR-          -2.53  (seconds)                    DEFLEC99
 EQ1045  GEOID HEIGHT-         -21.11  (meters)                     GEOID03
 EQ1045
 EQ1045  HORZ ORDER  -  FIRST
 EQ1045
 EQ1045.The horizontal coordinates were established by classical geodetic methods
 EQ1045.and adjusted by the National Geodetic Survey in December 1993..
 EQ1045
 EQ1045.The NAVD 88 height was computed by applying the VERTCON shift value to
 EQ1045.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EQ1045
 EQ1045.The Laplace correction was computed from DEFLEC99 derived deflections.
 EQ1045
 EQ1045.The geoid height was determined by GEOID03.
 EQ1045
 EQ1045;                    North         East     Units Scale Factor Converg.
 EQ1045;SPC NM C     -   386,621.871   364,648.624   MT  1.00012575   -0 50 03.3
 EQ1045;SPC NM C     - 1,268,441.92  1,196,351.36   sFT  1.00012575   -0 50 03.3
 EQ1045;SPC NM W     -   385,648.426   840,091.692   MT  0.99991792   +0 03 43.9
 EQ1045;SPC NM W     - 1,265,248.21  2,756,200.83   sFT  0.99991792   +0 03 43.9
 EQ1045;UTM  13      - 3,818,489.434   249,875.914   MT  1.00037121   -1 32 33.1
 EQ1045
 EQ1045!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EQ1045!SPC NM C     -   0.99959689  x   1.00012575  =   0.99972259
 EQ1045!SPC NM W     -   0.99959689  x   0.99991792  =   0.99951485
 EQ1045!UTM  13      -   0.99959689  x   1.00037121  =   0.99996795
 EQ1045
 EQ1045:                Primary Azimuth Mark                     Grid Az
 EQ1045:SPC NM C     -  PEAK SOUTH OF RED LAKE                   025 53 17.5
 EQ1045:SPC NM W     -  PEAK SOUTH OF RED LAKE                   024 59 30.3
 EQ1045:UTM  13      -  PEAK SOUTH OF RED LAKE                   026 35 47.3
 EQ1045
 EQ1045|---------------------------------------------------------------------|
 EQ1045| PID    Reference Object                     Distance      Geod. Az  |
 EQ1045|                                                           dddmmss.s |
 EQ1045| EQ1059 PEAK SOUTH OF RED LAKE              APPROX.20.6 KM 0250314.2 |
 EQ1045| CD2781 D CROSS AZ MK                                      1015623.5 |
 EQ1045| EQ1038 LA JARA PEAK                        APPROX.36.5 KM 1022446.1 |
 EQ1045| EQ1042 LA CRUZ PEAK                        APPROX.29.4 KM 1083549.4 |
 EQ1045| EQ1053 MADRE MOUNTAIN PEAK                 APPROX.25.1 KM 2173538.0 |
 EQ1045| CD2782 D CROSS RM 1                          6.128 METERS 23757     |
 EQ1045| CD2783 D CROSS RM 2                         12.803 METERS 34600     |
 EQ1045|---------------------------------------------------------------------|
 EQ1045
 EQ1045                          SUPERSEDED SURVEY CONTROL
 EQ1045
 EQ1045  NAD 83(1986)-  34 28 39.66848(N)    107 43 24.49502(W) AD(       ) 1
 EQ1045  NAD 27      -  34 28 39.46644(N)    107 43 22.31591(W) AD(       ) 1
 EQ1045  NGVD 29 (07/19/86) 2589.2    (m)         8495.     (f) VERT ANG       
 EQ1045
 EQ1045.Superseded values are not recommended for survey control.
 EQ1045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ1045.See file dsdata.txt to determine how the superseded data were derived.
 EQ1045
 EQ1045_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBU4987618489(NAD 83)
 EQ1045_MARKER: DS = TRIANGULATION STATION DISK
 EQ1045_SETTING: 66 = SET IN ROCK OUTCROP
 EQ1045
 EQ1045  HISTORY     - Date     Condition        Report By
 EQ1045  HISTORY     - 1945     MONUMENTED       CGS
 EQ1045
 EQ1045                          STATION DESCRIPTION
 EQ1045
 EQ1045'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (RAM)
 EQ1045'STATION IS ON A HIGH, PROMINENT, ROCKY DOME KNOWN AS D CROSS
 EQ1045'BECAUSE OF THE ROCK FORMATION NEAR THE E SUMMIT THAT FORMS
 EQ1045'THE D X.  IT IS THE HIGHEST POINT IN ALL THE VICINITY AND CAN
 EQ1045'BE SEEN FOR MILES IN ALL DIRECTIONS.  BY APPROXIMATE AIR LINE
 EQ1045'DISTANCES IT IS 27 MILES N OF AUGUSTINE, 27 MILES ENE OF PIE
 EQ1045'TOWN, AND 2 MILES NW OF THE ALAMOCITA WASH.  IT IS ON THE
 EQ1045'S SIDE OF THE HIGH CACHOW MESA COUNTRY BUT OVERLOOKS IT.
 EQ1045'
 EQ1045'TO REACH THE STATION FROM THE CROSS STREET WHICH HAS THE POST
 EQ1045'OFFICE ON IT IN MAGDALENA, GO W ON U.S. HIGHWAY 60 FOR 13.6
 EQ1045'MILES TO A GRADED ROAD RIGHT AT A SIGN RED LAKE 43.  TURN
 EQ1045'RIGHT OFF THE HIGHWAY AND FOLLOW THE MAIN GRADED ROAD N FOR
 EQ1045'37 MILES TO THE AZIMUTH MARK ON THE RIGHT, A BENCH MARK, 0.25
 EQ1045'MILE BEFORE REACHING THE TURN-OFF TO THE RED LAKE RANCH.  FROM
 EQ1045'THE AZIMUTH MARK CONTINUE 1.35 MILES TO THE ALAMOCITA WASH,
 EQ1045'THENCE CONTINUE 0.1 MILE TO A TRACK ROAD TO THE LEFT.  TURN
 EQ1045'LEFT OFF THE GRADED ROAD AND FOLLOW THE TRACK ROAD SW ALONG
 EQ1045'THE NW SIDE OF THE WASH FOR 1.9 MILES TO A CORRAL AND RUINS
 EQ1045'OF STONE RANCH BUILDINGS.  PASS THROUGH CORRAL AND CONTINUE
 EQ1045'SW ON DIM TRACKS FOR ABOUT 1/2 MILE, THEN, ABOUT 1/8 MILE
 EQ1045'BEFORE REACHING A FENCE LINE, TURN RIGHT AND GO CROSS
 EQ1045'COUNTRY FOR ABOUT 1/2 MILE UP THE VALLEY AND CANYON
 EQ1045'TOWARDS THE BASE OF THE MOUNTAIN.  FROM HERE PACK W TO
 EQ1045'THE BASE, THENCE UP THE STEEP SLOPES TO THE SHEER ROCK
 EQ1045'CLIFFS.  TURN LEFT (S) ALONG THE BASE OF THE DOME, THEN UP
 EQ1045'THROUGH THE BREAK IN THE ROCKS TO THE TOP.  A 2-HOUR PACK.
 EQ1045'
 EQ1045'STATION MARK IS A BRONZE STATION DISK SET IN A DRILL HOLE
 EQ1045'IN OUTCROPPING BEDROCK WHICH PROJECTS ABOUT 3 INCHES ABOVE
 EQ1045'GROUND AND IS STAMPED D CROSS 1945.  IT IS LOCATED 18-1/2
 EQ1045'FEET W OF THE HIGHEST POINT ON THE E END OF THE PEAK AND
 EQ1045'0.67 METER LOWER THAN THIS POINT.
 EQ1045'
 EQ1045'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A DRILL
 EQ1045'HOLE IN OUTCROPPING BEDROCK WHICH PROJECTS ABOUT 1 INCH ABOVE
 EQ1045'THE GROUND AND IS STAMPED D CROSS NO 1 1945.  IT IS LOCATED
 EQ1045'WSW OF THE STATION AND ABOUT 3 FEET LOWER.
 EQ1045'
 EQ1045'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A DRILL
 EQ1045'HOLE IN OUTCROPPING BEDROCK WHICH PROJECTS ABOUT 1-1/2 FEET
 EQ1045'ABOVE THE GROUND AND IS STAMPED D CROSS NO 2 1945.  IT IS
 EQ1045'LOCATED N OF THE STATION AND ABOUT 1 FOOT LOWER.
 EQ1045'
 EQ1045'AZIMUTH MARK IS A BRONZE BENCH-MARK DISK SET IN A SQUARE
 EQ1045'CONCRETE POST WHICH PROJECTS ABOUT 1 INCH ABOVE THE GROUND
 EQ1045'AND IS STAMPED Z 169 1935.  IT IS LOCATED ESE OF THE STATION,
 EQ1045'100 FEET E OF THE CENTER OF THE ROAD, 5.3 FEET E OF A FENCE
 EQ1045'LINE, AND 3.2 FEET N OF A 4- BY 4-INCH WHITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0509 ***********************************************************************
 FN0509  DESIGNATION -  D4 105
 FN0509  PID         -  FN0509
 FN0509  STATE/COUNTY-  NM/MORA
 FN0509  USGS QUAD   -  OPTIMO (1966)
 FN0509
 FN0509                         *CURRENT SURVEY CONTROL
 FN0509  ___________________________________________________________________
 FN0509* NAD 83(1992)-  35 54 28.59608(N)    104 49 26.86022(W)     ADJUSTED  
 FN0509* NAVD 88     -      1973.9    (meters)    6476.     (feet)  VERTCON   
 FN0509  ___________________________________________________________________
 FN0509  LAPLACE CORR-          -4.98  (seconds)                    DEFLEC99
 FN0509  GEOID HEIGHT-         -18.95  (meters)                     GEOID03
 FN0509
 FN0509  HORZ ORDER  -  SECOND
 FN0509
 FN0509.The horizontal coordinates were established by classical geodetic methods
 FN0509.and adjusted by the National Geodetic Survey in December 1993..
 FN0509
 FN0509.The NAVD 88 height was computed by applying the VERTCON shift value to
 FN0509.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FN0509
 FN0509.The Laplace correction was computed from DEFLEC99 derived deflections.
 FN0509
 FN0509.The geoid height was determined by GEOID03.
 FN0509
 FN0509;                    North         East     Units Scale Factor Converg.
 FN0509;SPC NM E     -   544,415.703   120,700.642   MT  0.99993326   -0 17 16.3
 FN0509;SPC NM E     - 1,786,137.19    395,998.69   sFT  0.99993326   -0 17 16.3
 FN0509;UTM  13      - 3,973,752.389   515,869.349   MT  0.99960310   +0 06 11.3
 FN0509
 FN0509!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FN0509!SPC NM E     -   0.99969327  x   0.99993326  =   0.99962655
 FN0509!UTM  13      -   0.99969327  x   0.99960310  =   0.99929649
 FN0509
 FN0509:                Primary Azimuth Mark                     Grid Az
 FN0509:SPC NM E     -  3510445008                               043 16 10.6
 FN0509:UTM  13      -  3510445008                               042 52 43.0
 FN0509
 FN0509|---------------------------------------------------------------------|
 FN0509| PID    Reference Object                     Distance      Geod. Az  |
 FN0509|                                                           dddmmss.s |
 FN0509| FN0508 3510445008                          APPROX. 1.9 KM 0425854.3 |
 FN0509|---------------------------------------------------------------------|
 FN0509
 FN0509                          SUPERSEDED SURVEY CONTROL
 FN0509
 FN0509  NAD 83(1986)-  35 54 28.60310(N)    104 49 26.86034(W) AD(       ) 2
 FN0509  NAD 27      -  35 54 28.46081(N)    104 49 24.87068(W) AD(       ) 2
 FN0509  NGVD 29 (07/19/86) 1972.9    (m)         6473.     (f) VERT ANG       
 FN0509
 FN0509.Superseded values are not recommended for survey control.
 FN0509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0509.See file dsdata.txt to determine how the superseded data were derived.
 FN0509
 FN0509_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEV1586973752(NAD 83)
 FN0509_MARKER: DD = SURVEY DISK
 FN0509_SETTING: 0 = UNSPECIFIED SETTING
 FN0509_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FN0509
 FN0509  HISTORY     - Date     Condition        Report By
 FN0509  HISTORY     - 1974     MONUMENTED       NMHC
 FN0509
 FN0509                          STATION DESCRIPTION
 FN0509
 FN0509'DESCRIBED BY NEW MEXICO STATE HIGHWAY COMMISSION 1974 (CWW)
 FN0509'THE STATION IS LOCATED IN MORA COUNTY ALONG INTERSTATE 25 AND
 FN0509'IS ABOUT 11.5 MILES AIR LINE NORTHEAST OF WATROUS, NEW MEXICO.
 FN0509'
 FN0509'TO REACH FROM THE INTERSECTION OF S.R. 97 AND OLD U.S. 85 IN
 FN0509'WATROUS, GO NORTH ON U.S. 85 0.6 MILES TO THE NORTH I-25
 FN0509'ON-RAMP.  CONTINUE NORTH ON I-25 11.5 MILES TO THE STATION ON
 FN0509'THE LEFT.  THE STATION IS 66.7 FEET WEST OF THE CENTER OF THE
 FN0509'SOUTH-BOUND LANE OF I-25.  IT IS LOCATED 5 FEET EAST OF THE R/W
 FN0509'FENCE.
 FN0509'
 FN0509'THE STATION IS A STANDARD NEW MEXICO HIGHWAY COMMISSION DISC SET
 FN0509'IN A CONCRETE MONUMENT PROJECTING ABOUT SIX INCHES ABOVE THE
 FN0509'GROUND AND STAMPED D4-105.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0694 ***********************************************************************
 GM0694  DESIGNATION -  D4 421
 GM0694  PID         -  GM0694
 GM0694  STATE/COUNTY-  NM/COLFAX
 GM0694  USGS QUAD   -  FRENCH (1965)
 GM0694
 GM0694                         *CURRENT SURVEY CONTROL
 GM0694  ___________________________________________________________________
 GM0694* NAD 83(1992)-  36 25 03.16506(N)    104 35 41.52841(W)     ADJUSTED  
 GM0694* NAVD 88     -      1851.2    (meters)    6073.     (feet)  VERTCON   
 GM0694  ___________________________________________________________________
 GM0694  LAPLACE CORR-          -1.94  (seconds)                    DEFLEC99
 GM0694  GEOID HEIGHT-         -18.80  (meters)                     GEOID03
 GM0694
 GM0694  HORZ ORDER  -  SECOND
 GM0694
 GM0694.The horizontal coordinates were established by classical geodetic methods
 GM0694.and adjusted by the National Geodetic Survey in December 1993..
 GM0694
 GM0694.The NAVD 88 height was computed by applying the VERTCON shift value to
 GM0694.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GM0694
 GM0694.The Laplace correction was computed from DEFLEC99 derived deflections.
 GM0694
 GM0694.The geoid height was determined by GEOID03.
 GM0694
 GM0694;                    North         East     Units Scale Factor Converg.
 GM0694;SPC NM E     -   600,877.587   141,546.021   MT  0.99991587   -0 09 19.0
 GM0694;SPC NM E     - 1,971,379.22    464,388.90   sFT  0.99991587   -0 09 19.0
 GM0694;UTM  13      - 4,030,338.241   536,320.134   MT  0.99961625   +0 14 25.9
 GM0694
 GM0694!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GM0694!SPC NM E     -   0.99971249  x   0.99991587  =   0.99962839
 GM0694!UTM  13      -   0.99971249  x   0.99961625  =   0.99932885
 GM0694
 GM0694:                Primary Azimuth Mark                     Grid Az
 GM0694:SPC NM E     -  3610435023                               000 14 35.7
 GM0694:UTM  13      -  3610435023                               359 50 50.8
 GM0694
 GM0694|---------------------------------------------------------------------|
 GM0694| PID    Reference Object                     Distance      Geod. Az  |
 GM0694|                                                           dddmmss.s |
 GM0694| GM0693 3610435023                          APPROX. 3.5 KM 0000516.7 |
 GM0694|---------------------------------------------------------------------|
 GM0694
 GM0694                          SUPERSEDED SURVEY CONTROL
 GM0694
 GM0694  NAD 83(1986)-  36 25 03.17203(N)    104 35 41.52954(W) AD(       ) 2
 GM0694  NAD 27      -  36 25 03.04754(N)    104 35 39.56047(W) AD(       ) 2
 GM0694  NGVD 29 (07/19/86) 1850.4    (m)         6071.     (f) VERT ANG       
 GM0694
 GM0694.Superseded values are not recommended for survey control.
 GM0694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0694.See file dsdata.txt to determine how the superseded data were derived.
 GM0694
 GM0694_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEA3632030338(NAD 83)
 GM0694_MARKER: DD = SURVEY DISK
 GM0694_SETTING: 0 = UNSPECIFIED SETTING
 GM0694_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GM0694
 GM0694  HISTORY     - Date     Condition        Report By
 GM0694  HISTORY     - 1974     MONUMENTED       NMHC
 GM0694
 GM0694                          STATION DESCRIPTION
 GM0694
 GM0694'DESCRIBED BY NEW MEXICO STATE HIGHWAY COMMISSION 1974 (CWW)
 GM0694'THE STATION IS LOCATED IN COLFAX COUNTY, NEW MEXICO ALONG
 GM0694'INTERSTATE 25 AND IS ABOUT 4.0 MILES AIR LINE NORTH OF SPRINGER,
 GM0694'NEW MEXICO.
 GM0694'
 GM0694'TO REACH FROM THE INTERSECTION OF MAXWELL AVE. (U.S. 85) AND
 GM0694'FOURTH ST. (U.S. 56) IN SPRINGER GO NORTHERLY ON MAXWELL AVE. 1.85
 GM0694'MILES TO AN INTERCHANGE OVERPASS.  TURN LEFT, GO 0.05 MILES
 GM0694'TO THE NORTHBOUND ON-RAMP.  TURN RIGHT ONTO THE INTERSTATE AND
 GM0694'GO NORTH 2.15 MILES TO THE STATION ON THE RIGHT.  THE STATION IS
 GM0694'90 FEET EAST OF THE CENTERLINE OF THE NORTH-BOUND LANE AND IS
 GM0694'5 FEET WEST OF THE EAST RIGHT OF WAY FENCE.
 GM0694'
 GM0694'THE STATION IS A STANDARD NEW MEXICO HIGHWAY COMMISSION DISC
 GM0694'SET IN A CONCRETE MONUMENT FLUSH WITH THE GROUND AND STAMPED D4-421.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0516 ***********************************************************************
 FN0516  DESIGNATION -  D4 63
 FN0516  PID         -  FN0516
 FN0516  STATE/COUNTY-  NM/MORA
 FN0516  USGS QUAD   -  WATROUS (1966)
 FN0516
 FN0516                         *CURRENT SURVEY CONTROL
 FN0516  ___________________________________________________________________
 FN0516* NAD 83(1992)-  35 49 07.06802(N)    104 58 21.87835(W)     ADJUSTED  
 FN0516* NAVD 88     -      1990.4    (meters)    6530.     (feet)  VERTCON   
 FN0516  ___________________________________________________________________
 FN0516  LAPLACE CORR-          -2.97  (seconds)                    DEFLEC99
 FN0516  GEOID HEIGHT-         -18.82  (meters)                     GEOID03
 FN0516
 FN0516  HORZ ORDER  -  SECOND
 FN0516
 FN0516.The horizontal coordinates were established by classical geodetic methods
 FN0516.and adjusted by the National Geodetic Survey in December 1993..
 FN0516
 FN0516.The NAVD 88 height was computed by applying the VERTCON shift value to
 FN0516.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FN0516
 FN0516.The Laplace correction was computed from DEFLEC99 derived deflections.
 FN0516
 FN0516.The geoid height was determined by GEOID03.
 FN0516
 FN0516;                    North         East     Units Scale Factor Converg.
 FN0516;SPC NM E     -   534,584.112   107,221.530   MT  0.99995021   -0 22 27.1
 FN0516;SPC NM E     - 1,753,881.37    351,775.97   sFT  0.99995021   -0 22 27.1
 FN0516;UTM  13      - 3,963,832.517   502,462.132   MT  0.99960007   +0 00 57.4
 FN0516
 FN0516!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FN0516!SPC NM E     -   0.99969066  x   0.99995021  =   0.99964088
 FN0516!UTM  13      -   0.99969066  x   0.99960007  =   0.99929085
 FN0516
 FN0516:                Primary Azimuth Mark                     Grid Az
 FN0516:SPC NM E     -  3510445003                               044 07 06.6
 FN0516:UTM  13      -  3510445003                               043 43 42.1
 FN0516
 FN0516|---------------------------------------------------------------------|
 FN0516| PID    Reference Object                     Distance      Geod. Az  |
 FN0516|                                                           dddmmss.s |
 FN0516| FN0515 3510445003                          APPROX. 3.6 KM 0434439.5 |
 FN0516|---------------------------------------------------------------------|
 FN0516
 FN0516                          SUPERSEDED SURVEY CONTROL
 FN0516
 FN0516  NAD 83(1986)-  35 49 07.07489(N)    104 58 21.87887(W) AD(       ) 2
 FN0516  NAD 27      -  35 49 06.92531(N)    104 58 19.87091(W) AD(       ) 2
 FN0516  NGVD 29 (07/19/86) 1989.4    (m)         6527.     (f) VERT ANG       
 FN0516
 FN0516.Superseded values are not recommended for survey control.
 FN0516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0516.See file dsdata.txt to determine how the superseded data were derived.
 FN0516
 FN0516_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEV0246263833(NAD 83)
 FN0516_MARKER: DD = SURVEY DISK
 FN0516_SETTING: 0 = UNSPECIFIED SETTING
 FN0516_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FN0516
 FN0516  HISTORY     - Date     Condition        Report By
 FN0516  HISTORY     - 1974     MONUMENTED       NMHC
 FN0516
 FN0516                          STATION DESCRIPTION
 FN0516
 FN0516'DESCRIBED BY NEW MEXICO STATE HIGHWAY COMMISSION 1974 (CWW)
 FN0516'THE STATION IS LOCATED IN MORA COUNTY ALONG INTERSTATE 25 AND
 FN0516'IS ABOUT 1.5 MILES AIR LINE NORTHEAST OF WATROUS, NEW MEXICO.
 FN0516'
 FN0516'TO REACH FROM THE INTERSECTION OF S.R. 97 AND OLD U.S. 85 IN
 FN0516'WATROUS, GO NORTH ON U.S. 85 0.6 MILES TO THE NORTH I-25
 FN0516'ON-RAMP.  CONTINUE NORTH ON I-25 0.8 MILES TO THE STATION ON THE
 FN0516'RIGHT.  THE STATION IS 103.6 FEET EAST OF THE CENTER OF THE
 FN0516'NORTH-BOUND LANE OF I-25.  IT IS LOCATED NEAR R/W MARKER 186+43.8
 FN0516'ABOUT 4 FEET WEST OF THE R/W FENCE CORNER.
 FN0516'
 FN0516'THE STATION IS A STANDARD NEW MEXICO HIGHWAY COMMISSION DISC SET
 FN0516'IN A CONCRETE MONUMENT FLUSH WITH THE GROUND AND STAMPED D4-63.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1078 ***********************************************************************
 FO1078  DESIGNATION -  DA 890 WW
 FO1078  PID         -  FO1078
 FO1078  STATE/COUNTY-  NM/SANDOVAL
 FO1078  USGS QUAD   -  BERNALILLO (1990)
 FO1078
 FO1078                         *CURRENT SURVEY CONTROL
 FO1078  ___________________________________________________________________
 FO1078* NAD 83(1992)-  35 15 22.90167(N)    106 36 12.47174(W)     ADJUSTED  
 FO1078* NAVD 88     -      1534.     (meters)    5033.     (feet)  SCALED    
 FO1078  ___________________________________________________________________
 FO1078  LAPLACE CORR-           5.42  (seconds)                    DEFLEC99
 FO1078  GEOID HEIGHT-         -20.98  (meters)                     GEOID03
 FO1078
 FO1078  HORZ ORDER  -  SECOND
 FO1078
 FO1078.The horizontal coordinates were established by classical geodetic methods
 FO1078.and adjusted by the National Geodetic Survey in December 1993..
 FO1078
 FO1078.The orthometric height was scaled from a topographic map.
 FO1078
 FO1078.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1078
 FO1078.The geoid height was determined by GEOID03.
 FO1078
 FO1078;                    North         East     Units Scale Factor Converg.
 FO1078;SPC NM C     -   472,070.142   467,836.993   MT  0.99991274   -0 12 14.5
 FO1078;SPC NM C     - 1,548,783.46  1,534,895.20   sFT  0.99991274   -0 12 14.5
 FO1078;UTM  13      - 3,902,651.569   354,132.632   MT  0.99986222   -0 55 32.7
 FO1078
 FO1078!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1078!SPC NM C     -   0.99976260  x   0.99991274  =   0.99967536
 FO1078!UTM  13      -   0.99976260  x   0.99986222  =   0.99962485
 FO1078
 FO1078                          SUPERSEDED SURVEY CONTROL
 FO1078
 FO1078  NAD 83(1986)-  35 15 22.90784(N)    106 36 12.47350(W) AD(       ) 2
 FO1078  NAD 27      -  35 15 22.75853(N)    106 36 10.37662(W) AD(       ) 2
 FO1078
 FO1078.Superseded values are not recommended for survey control.
 FO1078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1078.See file dsdata.txt to determine how the superseded data were derived.
 FO1078
 FO1078_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV5413302652(NAD 83)
 FO1078_MARKER: P = PIPE CAP
 FO1078_SETTING: 0 = UNSPECIFIED SETTING
 FO1078_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FO1078
 FO1078  HISTORY     - Date     Condition        Report By
 FO1078  HISTORY     - 1954     MONUMENTED       SCS
 FO1078
 FO1078                          STATION DESCRIPTION
 FO1078
 FO1078'DESCRIBED BY SOIL CONSERVATION SERVICE 1954 (WRH)
 FO1078'THE STATION IS LOCATED ABOUT 4 MILES AIRLINE SOUTHWEST OF
 FO1078'BERNALILLO, 2-1/2 MILES NORTH OF THE BERNALILLO-SANDOVAL
 FO1078'COUNTY LINE.
 FO1078'
 FO1078'THE MARK IS AN IRON CAP STAMPED SCS DA 890 WW ELEV, SCREWED
 FO1078'TO THE TOP OF AN IRON PIPE THAT PROJECTS ABOUT 2 INCHES.  IT
 FO1078'IS 2.779 FEET, 0.847 METERS NORTHWEST OF TRIANGULATION STATION
 FO1078'890-6 (USE).  THE CENTER OF THE MARK WAS INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1700 ***********************************************************************
 FO1700  DESIGNATION -  DALE
 FO1700  PID         -  FO1700
 FO1700  STATE/COUNTY-  NM/CIBOLA
 FO1700  USGS QUAD   -  MILAN (1995)
 FO1700
 FO1700                         *CURRENT SURVEY CONTROL
 FO1700  ___________________________________________________________________
 FO1700* NAD 83(1992)-  35 13 13.36168(N)    107 56 37.49978(W)     ADJUSTED  
 FO1700* NAVD 88     -      2066.9    (meters)    6781.     (feet)  VERTCON   
 FO1700  ___________________________________________________________________
 FO1700  LAPLACE CORR-          -2.83  (seconds)                    DEFLEC99
 FO1700  GEOID HEIGHT-         -20.29  (meters)                     GEOID03
 FO1700
 FO1700  HORZ ORDER  -  THIRD
 FO1700
 FO1700.The horizontal coordinates were established by classical geodetic methods
 FO1700.and adjusted by the National Geodetic Survey in December 1993..
 FO1700
 FO1700.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1700.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1700
 FO1700.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1700
 FO1700.The geoid height was determined by GEOID03.
 FO1700
 FO1700;                    North         East     Units Scale Factor Converg.
 FO1700;SPC NM W     -   468,034.493   819,948.205   MT  0.99991791   -0 03 49.2
 FO1700;SPC NM W     - 1,535,543.17  2,690,113.40   sFT  0.99991791   -0 03 49.2
 FO1700;UTM  13      - 3,901,454.330   232,060.355   MT  1.00048486   -1 41 55.5
 FO1700;UTM  12      - 3,901,763.923   778,182.604   MT  1.00055381   +1 45 49.5
 FO1700
 FO1700!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1700!SPC NM W     -   0.99967886  x   0.99991791  =   0.99959679
 FO1700!UTM  13      -   0.99967886  x   1.00048486  =   1.00016356
 FO1700!UTM  12      -   0.99967886  x   1.00055381  =   1.00023249
 FO1700
 FO1700                          SUPERSEDED SURVEY CONTROL
 FO1700
 FO1700  NAD 83(1992)-  35 13 13.36215(N)    107 56 37.50181(W) AD(       ) 3
 FO1700  NGVD 29 (03/18/92) 2065.9    (m)         6778.     (f) VERT ANG       
 FO1700
 FO1700.Superseded values are not recommended for survey control.
 FO1700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1700.See file dsdata.txt to determine how the superseded data were derived.
 FO1700
 FO1700_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBV3206001454(NAD 83)
 FO1700_MARKER: DS = TRIANGULATION STATION DISK
 FO1700_SETTING: 66 = SET IN ROCK OUTCROP
 FO1700_SP_SET: SET IN ROCK OUTCROP
 FO1700_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FO1700+STABILITY: POSITION/ELEVATION WELL
 FO1700
 FO1700  HISTORY     - Date     Condition        Report By
 FO1700  HISTORY     - 1949     MONUMENTED       USGS
 FO1700
 FO1700                          STATION DESCRIPTION
 FO1700
 FO1700'DESCRIBED BY US GEOLOGICAL SURVEY 1949
 FO1700'STATION IS LOCATED APPROXIMATELY 4.0 MI. (AIRLINE) S. OF BLUEWATER
 FO1700'AND APPROXIMATELY 8.0 MI. (AIRLINE) N. OF GRANTS.  STATION IS ON OPEN
 FO1700'LOW ROLLING HILL.
 FO1700'
 FO1700'TO REACH STATION FROM POST OFFICE AT BLUEWATER, GO SE. ON U.S. HIGHWAY
 FO1700'66 FOR 3.8 MI. TO HARDENBURG COMMISSARY ON RIGHT (W.) SIDE OF HIGHWAY,
 FO1700'TURN RIGHT (W.) ON DIRT RD. AND GO 0.3 MI. PASSING THRU INDIAN
 FO1700'VILLAGE, TO FENCE GAP, GO THRU GAP AND AT ONCE TURN LEFT (S.), GO 0.5
 FO1700'MI. TO TRIPLE FORK, TAKE LEFT FORK (WSW.) AND GO 0.8 MI., THENCE TURN
 FO1700'LEFT (E.) AND CONTINUE ACROSS OPEN COUNTRY FOR 0.2 MI. TO TOP OF LOW
 FO1700'ROLLING HILL AND STATION.  STATION IS 240 FT. SSE. OF SMALL CEDAR TREE
 FO1700'AND 130 FT. SSW. OF SMALL BUSH, LOCATED IN SEC. 36, T 12 N, R 11 W.
 FO1700'
 FO1700'STATION MARK--STANDARD USGS TABLET CEMENTED IN TOP OF ROCK OUTCROP,
 FO1700'STAMPED---DALE 1949---.
 FO1700'
 FO1700'REFERENCE MARK NO. 1--STANDARD COPPER NAIL AND WASHER IN TRIANGULAR
 FO1700'BLAZE ON 4 IN. CEDAR TREE, 160.5 FT. FROM STATION.
 FO1700'
 FO1700'REFERENCE MARK NO. 2--STANDARD COPPER NAIL AND WASHER IN TRIANGULAR
 FO1700'BLAZE ON 4 IN. CEDAR TREE, 115.0 FT. FROM STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0543 ***********************************************************************
 EP0543  DESIGNATION -  DALL
 EP0543  PID         -  EP0543
 EP0543  STATE/COUNTY-  NM/DE BACA
 EP0543  USGS QUAD   -  COOLEY LAKE (1982)
 EP0543
 EP0543                         *CURRENT SURVEY CONTROL
 EP0543  ___________________________________________________________________
 EP0543* NAD 83(1992)-  34 06 55.55130(N)    104 08 16.65666(W)     ADJUSTED  
 EP0543* NAVD 88     -      1248.8    (meters)    4097.     (feet)  VERTCON   
 EP0543  ___________________________________________________________________
 EP0543  LAPLACE CORR-           1.50  (seconds)                    DEFLEC99
 EP0543  GEOID HEIGHT-         -23.52  (meters)                     GEOID03
 EP0543
 EP0543  HORZ ORDER  -  SECOND
 EP0543
 EP0543.The horizontal coordinates were established by classical geodetic methods
 EP0543.and adjusted by the National Geodetic Survey in December 1993..
 EP0543
 EP0543.The NAVD 88 height was computed by applying the VERTCON shift value to
 EP0543.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EP0543
 EP0543.The Laplace correction was computed from DEFLEC99 derived deflections.
 EP0543
 EP0543.The geoid height was determined by GEOID03.
 EP0543
 EP0543;                    North         East     Units Scale Factor Converg.
 EP0543;SPC NM E     -   345,476.938   183,023.430   MT  0.99991309   +0 06 34.5
 EP0543;SPC NM E     - 1,133,452.25    600,469.37   sFT  0.99991309   +0 06 34.5
 EP0543;UTM  13      - 3,775,290.294   579,500.789   MT  0.99967791   +0 29 00.6
 EP0543
 EP0543!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EP0543!SPC NM E     -   0.99980769  x   0.99991309  =   0.99972080
 EP0543!UTM  13      -   0.99980769  x   0.99967791  =   0.99948566
 EP0543
 EP0543|---------------------------------------------------------------------|
 EP0543| PID    Reference Object                     Distance      Geod. Az  |
 EP0543|                                                           dddmmss.s |
 EP0543| CJ6147 DALL RM 1                            17.017 METERS 23123     |
 EP0543| EP0544 URTON                               APPROX. 9.7 KM 2895309.7 |
 EP0543| CJ6148 DALL RM 2                            16.566 METERS 31417     |
 EP0543|---------------------------------------------------------------------|
 EP0543
 EP0543                          SUPERSEDED SURVEY CONTROL
 EP0543
 EP0543  NAD 83(1986)-  34 06 55.55851(N)    104 08 16.65318(W) AD(       ) 2
 EP0543  NAD 27      -  34 06 55.27543(N)    104 08 14.76304(W) AD(       ) 2
 EP0543  NGVD 29 (07/19/86) 1248.2    (m)         4095.     (f) VERT ANG       
 EP0543
 EP0543.Superseded values are not recommended for survey control.
 EP0543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EP0543.See file dsdata.txt to determine how the superseded data were derived.
 EP0543
 EP0543_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SET7950175290(NAD 83)
 EP0543_MARKER: DD = SURVEY DISK
 EP0543_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 EP0543+WITH SETTING: INFORMATION.
 EP0543_SP_SET: PREFABRICATED CONCRETE POST
 EP0543
 EP0543  HISTORY     - Date     Condition        Report By
 EP0543  HISTORY     - 1967     MONUMENTED       USGS
 EP0543
 EP0543                          STATION DESCRIPTION
 EP0543
 EP0543'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (CFL)
 EP0543'STATION IS LOCATED S 14 DEG E, ABOUT 25 MI. (AIRLINE) FROM
 EP0543'FORT SUMNER, NEW MEXICO, N 84 DEG E, ABOUT 22 MI. (AIRLINE)
 EP0543'FROM DUNLAP, NEW MEXICO.  THE STATION IS ON PROPERTY OF THE
 EP0543'SEA LAND AND CATTLE COMPANY, ON A LOW TOP, 19 FT. SW OF A BEND
 EP0543'IN A ROAD AND 4 FT. SW OF A USGS WITNESS SIGN ON A METAL POST.
 EP0543'
 EP0543'STATION MARK--A USGS BRONZE TABLET CRIMPED TO A COPPERWELD
 EP0543'ROD DRIVEN TO A DEPTH OF 12-1/2 FT. (REFUSAL), FLUSH WITH THE
 EP0543'GROUND, CENTERED IN AN ORANGEBURG TILE, 6 IN. DIAMETER, 12 IN.
 EP0543'LONG, FILLED WITH GRAVEL AND IS STAMPED DALL ET 1967.  THE
 EP0543'STATION SITE CAN BE LOCATED ON THE (NI-13-5) 1--250,000 SERIES
 EP0543'MAP.
 EP0543'
 EP0543'REFERENCE MARK NO. 1--A USGS BRONZE R.M. TABLET CRIMPED TO A
 EP0543'COPPERWELD ROD, DRIVEN TO A DEPTH OF 7-1/2 FT. (REFUSAL), FLUSH
 EP0543'WITH THE GROUND, CENTERED IN AN ORANGEBURG TILE, 6 IN. DIAMETER,
 EP0543'12 IN. LONG, FILLED WITH GRAVEL AND STAMPED DALL ET NO. 1 1967.
 EP0543'
 EP0543'REFERENCE MARK NO. 2--A USGS BRONZE R.M. TABLET CRIMPED TO A
 EP0543'COPPERWELD ROD DRIVEN TO A DEPTH OF 5 FT. (REFUSAL), FLUSH WITH
 EP0543'THE GROUND, CENTERED IN AN ORANGEBURG TILE 6 IN. DIAMETER,
 EP0543'12 IN. LONG, FILLED WITH GRAVEL AND STAMPED DALL ET NO. 2 1967.
 EP0543'
 EP0543'URTON C AND GS 1922 IS VISIBLE FROM THE GROUND AT THIS STATION
 EP0543'AND WILL SERVE AS THE AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS1126 ***********************************************************************
 DS1126  DESIGNATION -  DAM
 DS1126  PID         -  DS1126
 DS1126  STATE/COUNTY-  NM/SOCORRO
 DS1126  USGS QUAD   -  RED CANYON (1982)
 DS1126
 DS1126                         *CURRENT SURVEY CONTROL
 DS1126  ___________________________________________________________________
 DS1126* NAD 83(1992)-  33 42 32.35386(N)    106 08 17.15050(W)     ADJUSTED  
 DS1126* NAVD 88     -      1834.92   (+/-2cm)    6020.1    (feet)  VERTCON   
 DS1126  ___________________________________________________________________
 DS1126  LAPLACE CORR-           1.48  (seconds)                    DEFLEC99
 DS1126  GEOID HEIGHT-         -21.05  (meters)                     GEOID03
 DS1126
 DS1126  HORZ ORDER  -  FIRST
 DS1126  VERT ORDER  -  THIRD ? (See Below)
 DS1126
 DS1126.The horizontal coordinates were established by classical geodetic methods
 DS1126.and adjusted by the National Geodetic Survey in December 1993..
 DS1126
 DS1126.The NAVD 88 height was computed by applying the VERTCON shift value to
 DS1126.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DS1126.The vertical order pertains to the NGVD 29 superseded value.
 DS1126
 DS1126.The Laplace correction was computed from DEFLEC99 derived deflections.
 DS1126
 DS1126.The geoid height was determined by GEOID03.
 DS1126
 DS1126;                    North         East     Units Scale Factor Converg.
 DS1126;SPC NM C     -   300,383.627   510,372.187   MT  0.99990133   +0 03 43.6
 DS1126;SPC NM C     -   985,508.62  1,674,446.08   sFT  0.99990133   +0 03 43.6
 DS1126;UTM  13      - 3,730,471.149   394,539.443   MT  0.99973711   -0 37 54.0
 DS1126
 DS1126!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS1126!SPC NM C     -   0.99971532  x   0.99990133  =   0.99961668
 DS1126!UTM  13      -   0.99971532  x   0.99973711  =   0.99945251
 DS1126
 DS1126:                Primary Azimuth Mark                     Grid Az
 DS1126:SPC NM C     -  DAM AZ MK                                216 56 08.1
 DS1126:UTM  13      -  DAM AZ MK                                217 37 45.7
 DS1126
 DS1126|---------------------------------------------------------------------|
 DS1126| PID    Reference Object                     Distance      Geod. Az  |
 DS1126|                                                           dddmmss.s |
 DS1126| DS0128 DAM AZ MK                                          2165951.7 |
 DS1126| CD2784 DAM RM 1                              4.118 METERS 25456     |
 DS1126| CD2785 DAM RM 2                              2.543 METERS 34248     |
 DS1126|---------------------------------------------------------------------|
 DS1126
 DS1126                          SUPERSEDED SURVEY CONTROL
 DS1126
 DS1126  NAD 83(1986)-  33 42 32.36081(N)    106 08 17.15290(W) AD(       ) 1
 DS1126  NAD 27      -  33 42 32.09656(N)    106 08 15.16391(W) AD(       ) 1
 DS1126  NGVD 29 (07/19/86) 1834.19   (m)         6017.7    (f) LEVELING    3  
 DS1126
 DS1126.Superseded values are not recommended for survey control.
 DS1126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS1126.See file dsdata.txt to determine how the superseded data were derived.
 DS1126
 DS1126_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT9453930471(NAD 83)
 DS1126_MARKER: DD = SURVEY DISK
 DS1126_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DS1126+WITH SETTING: PAVEMENT
 DS1126
 DS1126  HISTORY     - Date     Condition        Report By
 DS1126  HISTORY     - 1967     MONUMENTED       DMA
 DS1126  HISTORY     - 1968     GOOD             CGS
 DS1126  HISTORY     - 1969     GOOD             CGS
 DS1126
 DS1126                          STATION DESCRIPTION
 DS1126
 DS1126'DESCRIBED BY DEFENSE MAP AGENCY 1967 (JWC)
 DS1126'THE STATION IS ABOUT 27 MILES NORTH OF THREE RIVERS, 16 MILES
 DS1126'WEST-NORTHWEST OF CARRIZOZO AND 10-1/2 MILES SOUTH-SOUTHWEST OF THE
 DS1126'NORTH OSCURA RANGE CENTER, ON THE HIGHEST POINT OF A PROMINENT HIGH
 DS1126'HILL.
 DS1126'
 DS1126'TO REACH THE STATION FROM THE POST OFFICE IN THREE RIVERS, GO NORTH
 DS1126'ON U. S. HIGHWAY 54 FOR 11.2 MILES TO A GRAVELED SIDE ROAD LEFT AT
 DS1126'THE SETTLEMENT OF OSCURO.  TURN LEFT AND GO WESTERLY ON MAIN
 DS1126'TRAVELED ROAD FOR 6.3 MILES TO A LOCKED GATE.  PASS THROUGH GATE AND
 DS1126'CONTINUE WEST FOR 0.85 MILE TO A SIDE ROAD RIGHT AT A GUARD SHACK.
 DS1126'TURN RIGHT AND GO NORTH ON ROAD NUMBER 11 FOR 7.3 MILES TO A SIDE
 DS1126'ROAD LEFT.  CONTINUE NORTHERLY ON MAIN TRAVELED ROAD FOR 4.35
 DS1126'MILES TO A FORK.  TAKE THE RIGHT FORK, PAVED ROAD AND GO EAST AND
 DS1126'NORTHEAST FOR 1.3 MILES TO THE AZIMUTH MARK ON THE LEFT.
 DS1126'CONTINUE NORTHEAST AND NORTH FOR 1.6 MILES TO A GRAVELED SIDE ROAD
 DS1126'LEFT.  TURN LEFT AND GO WESTERLY, UP STEEP HILL FOR 0.9 MILE
 DS1126'TO THE TOP OF THE HILL, THE END OF ROAD AND THE STATION.
 DS1126'
 DS1126'STATION MARK IS A BRONZE DISK OF THE WHITE SANDS PROVING
 DS1126'GROUNDS, STAMPED DAM 1959, CEMENTED IN A DRILL HOLE NEAR THE EAST
 DS1126'EDGE OF A LARGE CONCRETE SLAB.  IT IS 10 FEET EAST OF A 3 FOOT HIGH
 DS1126'CONCRETE PEDESTAL, 9.5 FEET SOUTH OF THE NORTH EDGE OF THE SLAB
 DS1126'AND 5 FEET WEST OF THE EAST EDGE OF THE SLAB.
 DS1126'
 DS1126'REFERENCE MARK 1 IS A BRONZE DISK OF THE WHITE SANDS PROVING
 DS1126'GROUNDS, STAMPED DAM NO 1 1959, CEMENTED IN A DRILL HOLE NEAR THE
 DS1126'SOUTHWEST CORNER OF THE CONCRETE SLAB.  IT IS 8 FEET SOUTHWEST OF
 DS1126'THE PEDESTAL, 5 FEET EAST OF THE WEST EDGE OF THE SLAB, 1 FOOT NORTH
 DS1126'OF THE SOUTH EDGE OF THE SLAB AND ABOUT THE SAME ELEVATION AS THE
 DS1126'STATION.
 DS1126'
 DS1126'REFERENCE MARK 2 IS A BRONZE DISK OF THE WHITE SANDS PROVING GROUNDS,
 DS1126'STAMPED DAM NO 2 1959, CEMENTED IN A DRILL NEAR THE NORTH EDGE OF
 DS1126'THE CONCRETE SLAB.  IT IS 8 FEET NORTHEAST OF THE PEDESTAL, 8 FEET
 DS1126'WEST OF THE EAST EDGE OF THE SLAB, 2 FEET SOUTH OF THE NORTH EDGE
 DS1126'OF THE SLAB AND ABOUT THE SAME ELEVATION AS THE STATION.
 DS1126'
 DS1126'AZIMUTH MARK IS A STANDARD DISK, STAMPED DAM WSPG 1959 1966, CEMENTED
 DS1126'IN A DRILL HOLE IN A 24 X 60 FOOT CONCRETE SLAB.  IT IS 62 FEET
 DS1126'NORTH OF THE CENTERLINE OF A PAVED ROAD, 4.4 FEET NORTHWEST OF THE
 DS1126'SOUTHEAST CORNER OF THE SLAB AND 4 FEET NORTH OF A WITNESS
 DS1126'POST.
 DS1126
 DS1126                          STATION RECOVERY (1968)
 DS1126
 DS1126'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JBJ)
 DS1126'THE STATION MARK, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK WERE
 DS1126'RECOVERED.  A DIFFERENCE WAS NOTED IN THE HORIZONTAL DIRECTION TO
 DS1126'REFERENCE MARK 2.  A DIFFERENCE WAS NOTED IN THE ROUTING OF THE
 DS1126'STATION AS ONE MILAGE WAS OMITTED.  A COMPLETE NEW DESCRIPTION
 DS1126'FOLLOWS.
 DS1126'
 DS1126'THE STATION IS ABOUT 27 MILES NORTH OF THREE RIVERS, 16 MILES
 DS1126'WEST-NORTHWEST OF CARRIZOZO AND ON THE HIGHEST POINT OF A PROMINENT
 DS1126'HIGH HILL.
 DS1126'
 DS1126'TO REACH THE STATION FROM THE POST OFFICE IN THREE RIVERS, GO NORTH
 DS1126'ON U. S. HIGHWAY 54 FOR 11.0 MILES TO A GRAVELED SIDE ROAD ON THE
 DS1126'LEFT AT THE SETTLEMENT OF OSCURO.  TURN LEFT AND GO WESTERLY ON THE
 DS1126'GRAVELED ROAD FOR 6.1 MILES TO A LOCKED GATE.  (FOR THE
 DS1126'COMBINATION OF THE LOCK ON THE GATE, SEE HEADQUARTERS. ) PASS
 DS1126'THROUGH THE GATE AND CONTINUE WESTERLY ON A PAVED ROAD FOR 0.85
 DS1126'MILE TO ROUTE 11 ON THE RIGHT.  TURN RIGHT AND GO NORTHERLY ON A
 DS1126'GRAVELED ROAD FOR 7.3 MILES TO A SIDE ROAD ON THE LEFT.  CONTINUE
 DS1126'NORTHERLY ON ROUTE 11 FOR 4.3 MILES TO A FORK.  TAKE THE RIGHT FORK
 DS1126'AND GO EAST AND NORTHEAST ON A PAVED ROAD FOR 1.35 MILE TO THE
 DS1126'AZIMUTH MARK ON THE LEFT.  CONTINUE NORTHEAST FOR 0.65 MILE TO
 DS1126'A CATTLE GUARD.  PASS THROUGH THE CATTLE GUARD AND GO NORTHEAST
 DS1126'AND NORTH ON THE PAVED ROAD FOR 1.55 MILES TO A GRAVELED SIDE
 DS1126'ROAD ON THE LEFT.  TURN LEFT AND FOLLOW THE GRAVELED ROAD WESTERLY
 DS1126'UP A STEEP GRADE FOR 0.9 MILE TO THE TOP OF THE HILL AND THE
 DS1126'STATION.
 DS1126'
 DS1126'THE STATION MARK IS A BRONZE DISK OF THE WHITE SANDS PROVING GROUNDS,
 DS1126'STAMPED DAM 1959, CEMENTED IN A DRILL HOLE IN A LARGE CONCRETE
 DS1126'SLAB.  IT IS 10.0 FEET EAST OF A 3 FOOT HIGH CONCRETE PEDESTAL, 9.5
 DS1126'FEET SOUTH OF THE NORTH EDGE OF THE SLAB AND 5.0 FEET WEST OF THE
 DS1126'EAST EDGE OF THE SLAB.
 DS1126'
 DS1126'REFERENCE MARK 1 IS A BRONZE DISK OF THE WHITE SANDS PROVING GROUNDS,
 DS1126'STAMPED DAM NO 1 1959, CEMENTED IN A DRILL HOLE NEAR THE SOUTHWEST
 DS1126'CORNER OF THE SLAB.  IT IS 8.0 FEET SOUTHWEST OF THE PEDESTAL, 5.1
 DS1126'FEET EAST OF THE WEST EDGE OF THE SLAB, 1.0 FOOT NORTH OF THE
 DS1126'SOUTH EDGE OF THE SLAB AND ABOUT THE SAME ELEVATION AS THE
 DS1126'STATION.
 DS1126'
 DS1126'REFERENCE MARK 2 IS A BRONZE DISK OF THE WHITE SANDS PROVING GROUNDS,
 DS1126'STAMPED DAM NO 2 1959, CEMENTED IN A DRILL HOLE NEAR THE NORTH EDGE
 DS1126'OF THE CONCRETE SLAB.  IT IS 8.0 FEET NORTHEAST OF THE PEDESTAL,
 DS1126'8.0 FEET WEST OF THE EAST EDGE OF THE SLAB, 2.0 FEET SOUTH OF THE
 DS1126'NORTH EDGE OF THE SLAB AND ABOUT THE SAME ELEVATION AS THE STATION
 DS1126'MARK.
 DS1126'
 DS1126'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED DAM WSPG 1959 1966,
 DS1126'CEMENTED IN A DRILL HOLE IN A 24 X 60 FOOT CONCRETE SLAB.  IT IS
 DS1126'62.0 FEET NORTH OF THE CENTERLINE OF A PAVED ROAD, 4.4 FEET
 DS1126'NORTHWEST OF THE SOUTHWEST CORNER OF THE SLAB AND 4.0 FEET NORTH
 DS1126'OF A WITNESS POST.
 DS1126'
 DS1126'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--16 MILES
 DS1126'WEST-NORTHWEST OF CARRIZOZO.
 DS1126
 DS1126                          STATION RECOVERY (1969)
 DS1126
 DS1126'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JGC)
 DS1126'THE STATION MARK, STAMPED DAM 1959, IS ABOUT 7.05 MILES NORTHWEST
 DS1126'ALONG WHITE SANDS MISSILE RANGE ROUTE 12 FROM THE STORE AT OSCURO,
 DS1126'THENCE 15.4 MILES NORTH ALONG WHITE SANDS MISSILE RANGE ROUTE 11,
 DS1126'THENCE 1.0 MILE SOUTHWEST ALONG THE DAM SITE ROAD, SET IN THE TOP
 DS1126'OF A 16- X 22-FOOT CONCRETE FOUNDATION FOR A CAMERA, 4.7 FEET
 DS1126'WEST OF THE EAST EDGE OF THE FOUNDATION, 6.4 FEET NORTH OF THE SOUTH
 DS1126'EDGE OF THE FOUNDATION, 13.5 FEET NORTHEAST OF RM 1, 8.3 FEET
 DS1126'SOUTHEAST OF RM 2, AND ABOUT LEVEL WITH THE TOP OF THE HILL.
 DS1126'
 DS1126'RM 1, STAMPED DAM NO 1 1959, IS 13.5 FEET SOUTHWEST OF THE STATION
 DS1126'MARK, SET IN THE TOP OF A 16- X 22-FOOT CONCRETE FOUNDATION FOR A
 DS1126'CAMERA, 4.8 FEET EAST OF THE WEST EDGE OF THE FOUNDATION, 1 FOOT
 DS1126'NORTH OF THE SOUTH EDGE OF THE FOUNDATION.
 DS1126'
 DS1126'RM 2, STAMPED DAM NO 2 1959, IS 8.3 FEET NORTHWEST OF THE STATION
 DS1126'MARK, SET IN THE TOP OF A 16- X 22-FOOT CONCRETE FOUNDATION FOR A
 DS1126'CAMERA, 8.7 FEET WEST OF THE NORTHEAST CORNER OF THE FOUNDATION,
 DS1126'AND 2.1 FEET SOUTH OF THE NORTH EDGE OF THE FOUNDATION.
 DS1126'
 DS1126'THE AZIMUTH MARK, STAMPED DAM WSPG 1959 1966, IS ABOUT 1.0 MILE
 DS1126'NORTHEAST ALONG THE DAM SITE ROAD FROM THE STATION MARK, THENCE 2.25
 DS1126'MILES SOUTH ALONG WHITE SANDS MISSILE RANGE ROUTE 11, 63 FEET
 DS1126'NORTHWEST OF THE CENTER LINE OF THE ROUTE, SET IN THE TOP OF THE
 DS1126'EAST CORNER OF A 25- X 60-FOOT CONCRETE PAD, 3.7 FEET NORTHWEST
 DS1126'OF THE SOUTHEAST EDGE OF THE PAD, 2.3 FEET SOUTHWEST OF THE
 DS1126'NORTHEAST EDGE OF THE PAD, 4.3 FEET NORTHWEST OF A METAL WITNESS
 DS1126'POST, AND ABOUT 2-1/2 FEET ABOVE THE LEVEL OF THE ROUTE.
 DS1126'
 DS1126'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--23.45 MILES
 DS1126'NORTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0515 ***********************************************************************
 GN0515  DESIGNATION -  DAM
 GN0515  PID         -  GN0515
 GN0515  STATE/COUNTY-  NM/RIO ARRIBA
 GN0515  USGS QUAD   -  EL VADO (1983)
 GN0515
 GN0515                         *CURRENT SURVEY CONTROL
 GN0515  ___________________________________________________________________
 GN0515* NAD 83(1992)-  36 35 31.37636(N)    106 44 11.00897(W)     ADJUSTED  
 GN0515* NAVD 88     -      2134.3    (meters)    7002.     (feet)  GPS OBS   
 GN0515  ___________________________________________________________________
 GN0515  X           -  -1,476,936.846 (meters)                     COMP
 GN0515  Y           -  -4,911,550.744 (meters)                     COMP
 GN0515  Z           -   3,782,401.930 (meters)                     COMP
 GN0515  LAPLACE CORR-           3.78  (seconds)                    DEFLEC99
 GN0515  ELLIP HEIGHT-        2115.69  (meters)          (09/28/01) GPS OBS
 GN0515  GEOID HEIGHT-         -18.72  (meters)                     GEOID03
 GN0515
 GN0515  HORZ ORDER  -  THIRD
 GN0515  ELLP ORDER  -  FOURTH    CLASS I
 GN0515
 GN0515.The horizontal coordinates were established by classical geodetic methods
 GN0515.and adjusted by the National Geodetic Survey in December 1993..
 GN0515
 GN0515.The orthometric height was determined by GPS observations and a
 GN0515.high-resolution geoid model.
 GN0515
 GN0515.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GN0515
 GN0515.The Laplace correction was computed from DEFLEC99 derived deflections.
 GN0515
 GN0515.The ellipsoidal height was determined by GPS observations
 GN0515.and is referenced to NAD 83.
 GN0515
 GN0515.The geoid height was determined by GEOID03.
 GN0515
 GN0515;                    North         East     Units Scale Factor Converg.
 GN0515;SPC NM C     -   620,312.860   456,479.496   MT  0.99992333   -0 17 23.8
 GN0515;SPC NM C     - 2,035,143.11  1,497,633.15   sFT  0.99992333   -0 17 23.8
 GN0515;UTM  13      - 4,051,021.874   344,674.329   MT  0.99989724   -1 02 07.1
 GN0515
 GN0515!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GN0515!SPC NM C     -   0.99966808  x   0.99992333  =   0.99959143
 GN0515!UTM  13      -   0.99966808  x   0.99989724  =   0.99956535
 GN0515
 GN0515:                Primary Azimuth Mark                     Grid Az
 GN0515:SPC NM C     -  BM                                       125 47 46.9
 GN0515:UTM  13      -  BM                                       126 32 30.2
 GN0515
 GN0515|---------------------------------------------------------------------|
 GN0515| PID    Reference Object                     Distance      Geod. Az  |
 GN0515|                                                           dddmmss.s |
 GN0515| CD3191 BM                                                 1253023.1 |
 GN0515| CD3335 DAM RM 1                              7.381 METERS 20015     |
 GN0515| CD3336 DAM RM 2                             10.598 METERS 33841     |
 GN0515|---------------------------------------------------------------------|
 GN0515
 GN0515                          SUPERSEDED SURVEY CONTROL
 GN0515
 GN0515  ELLIP H (12/21/93) 2115.73   (m)                       GP(       ) 4 1
 GN0515  ELLIP H (07/01/93) 2115.83   (m)                       GP(       ) 4 2
 GN0515  NAD 83(1986)-  36 35 31.37714(N)    106 44 11.01632(W) AD(       ) 3
 GN0515  NAD 27      -  36 35 31.31332(N)    106 44 08.88306(W) AD(       ) 3
 GN0515  NGVD 29 (07/19/86) 2133.5    (m)         7000.     (f) VERT ANG       
 GN0515
 GN0515.Superseded values are not recommended for survey control.
 GN0515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0515.See file dsdata.txt to determine how the superseded data were derived.
 GN0515
 GN0515_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCA4467451022(NAD 83)
 GN0515_MARKER: DS = TRIANGULATION STATION DISK
 GN0515_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GN0515_SP_SET: CONCRETE POST
 GN0515_STAMPING: DAM 1961
 GN0515_MARK LOGO: CGS   
 GN0515_MAGNETIC: N = NO MAGNETIC MATERIAL
 GN0515_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GN0515+STABILITY: SURFACE MOTION
 GN0515_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GN0515+SATELLITE: SATELLITE OBSERVATIONS - June 16, 1992
 GN0515
 GN0515  HISTORY     - Date     Condition        Report By
 GN0515  HISTORY     - 1961     MONUMENTED       CGS
 GN0515  HISTORY     - 1961     GOOD             CGS
 GN0515  HISTORY     - 19920616 GOOD             NGS
 GN0515
 GN0515                          STATION DESCRIPTION
 GN0515
 GN0515'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 GN0515'THE STATION IS ON A LOW FLAT HILL APPROXIMATELY 0.2 MILE
 GN0515'SOUTHWEST OF EL VADO DAM AND 0.1 MILE SOUTHEAST OF STATE
 GN0515'HIGHWAY 112.
 GN0515'
 GN0515'TO REACH THE STATION FROM THE SOUTHWEST END OF EL VADO DAM,
 GN0515'GO WESTERLY ON HIGHWAY 112 FOR 0.2 MILE TO A DIRT ROAD ON THE
 GN0515'LEFT.  TURN LEFT, SOUTHEASTERLY, ON THE DIRT ROAD FOR 0.1 MILE
 GN0515'TO THE STATION NEAR AN OLD TELEPHONE POLE ON THE RIGHT.
 GN0515'
 GN0515'STATION MARKS ARE STANDARD DISKS STAMPED DAM 1961.  THE SURFACE
 GN0515'DISK IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.
 GN0515'IT IS 30.5 FEET SOUTHWEST OF THE CENTER OF THE DIRT ROAD,
 GN0515'27.5 FEET NORTH OF THE OLD TELEPHONE POLE AND 6.5 FEET EAST
 GN0515'OF A METAL WITNESS POST.  THE UNDERGROUND DISK IS SET IN AN
 GN0515'IRREGULAR MASS OF CONCRETE 36 INCHES BELOW THE SURFACE OF THE
 GN0515'GROUND.
 GN0515'
 GN0515'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED DAM NO 1 1961,
 GN0515'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.  IT
 GN0515'IS 52 FEET SOUTHWEST OF THE CENTER OF THE DIRT ROAD, 23.5 FEET
 GN0515'SOUTHWEST OF THE METAL WITNESS POST AND 2.5 FEET NORTH OF THE
 GN0515'OLD TELEPHONE POLE.
 GN0515'
 GN0515'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED DAM NO 2 1961,
 GN0515'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 5 INCHES.
 GN0515'IT IS 57.5 FEET NORTHWEST OF THE OLD TELEPHONE POLE, 32.2 FEET
 GN0515'NORTHWEST OF THE METAL WITNESS POST AND 16 FEET SOUTH OF THE
 GN0515'CENTER OF THE DIRT ROAD.
 GN0515'
 GN0515'AZIMUTH MARK, A U.S. BUREAU OF RECLAMATION BENCH MARK DISK,
 GN0515'NO STAMPING, IS SET IN A 6-INCH ROUND CONCRETE POST WHICH
 GN0515'PROJECTS 8 INCHES.  IT IS 46.5 FEET SOUTH OF THE CENTER OF THE
 GN0515'TRACK ROAD.
 GN0515'
 GN0515'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHEAST ON
 GN0515'THE DIRT ROAD FOR 0.2 MILE TO A ROAD FORK.  BEAR LEFT, SOUTHEAST,
 GN0515'ON THE TRACK ROAD FOR 0.1 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 GN0515'
 GN0515'NOTE--REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
 GN0515
 GN0515                          STATION RECOVERY (1961)
 GN0515
 GN0515'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 GN0515'RECOVERED IN GOOD CONDITION.
 GN0515
 GN0515                          STATION RECOVERY (1992)
 GN0515
 GN0515'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 GN0515'THE STATION IS LOCATED ON A LOW HILL ABOUT 0.2 MI (0.3 KM) SOUTHWEST
 GN0515'OF THE EL VADO DAM WHICH FORMS EL VADO RESERVOIR.
 GN0515'TO REACH THE STATION FROM THE SOUTHWEST END OF EL VADO DAM, GO
 GN0515'SOUTHWEST 0.2 MI (0.3 KM) ON NM 112 TO A DIRT ROAD ON THE LEFT.  TURN
 GN0515'LEFT, SOUTH, AND GO 0.1 MI (0.2 KM) TO THE STATION ON THE RIGHT.
 GN0515'THE STATION IS A STANDARD USCGS TRIANGULATION DISK STAMPED ---DAM
 GN0515'1961--- SET IN THE TOP OF A SQUARE CONCRETE POST, 0.25 M (0.82 FT) ON
 GN0515'A SIDE, THAT PROJECTS 0.1 M (0.3 FT) ABOVE GROUND.  THE STATION IS
 GN0515'5.7 M (18.7 FT) SOUTHWEST FROM THE CENTERLINE OF THE DIRT ROAD AND
 GN0515'18.0 M (59.1 FT) WEST FROM A POWER POLE, NUMBER 3893, ON THE OPPOSITE
 GN0515'SIDE OF THE DIRT ROAD.  REFERENCE MARK 1 WAS FOUND AS DESCRIBED.
 GN0515'REFERENCE MARK 2 IS BELIEVED TO BE DESTROYED AS AN UPROOTED CONCRETE
 GN0515'POST WAS FOUND, ALTHOUGH NO DISK WAS RECOVERED.  THE AZIMUTH MARK WAS
 GN0515'NOT RECOVERED AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0649 ***********************************************************************
 EP0649  DESIGNATION -  DAM
 EP0649  PID         -  EP0649
 EP0649  STATE/COUNTY-  NM/DE BACA
 EP0649  USGS QUAD   -  WINDMILL DRAW (1982)
 EP0649
 EP0649                         *CURRENT SURVEY CONTROL
 EP0649  ___________________________________________________________________
 EP0649* NAD 83(1992)-  34 30 33.34918(N)    104 16 41.99381(W)     ADJUSTED  
 EP0649* NAVD 88     -      1252.     (meters)    4108.     (feet)  SCALED    
 EP0649  ___________________________________________________________________
 EP0649  LAPLACE CORR-          -0.90  (seconds)                    DEFLEC99
 EP0649  GEOID HEIGHT-         -23.57  (meters)                     GEOID03
 EP0649
 EP0649  HORZ ORDER  -  THIRD
 EP0649
 EP0649.The horizontal coordinates were established by classical geodetic methods
 EP0649.and adjusted by the National Geodetic Survey in December 1993..
 EP0649
 EP0649.The orthometric height was scaled from a topographic map.
 EP0649
 EP0649.The Laplace correction was computed from DEFLEC99 derived deflections.
 EP0649
 EP0649.The geoid height was determined by GEOID03.
 EP0649
 EP0649;                    North         East     Units Scale Factor Converg.
 EP0649;SPC NM E     -   389,144.200   170,050.339   MT  0.99990941   +0 01 52.2
 EP0649;SPC NM E     - 1,276,717.26    557,906.82   sFT  0.99990941   +0 01 52.2
 EP0649;UTM  13      - 3,818,860.833   566,244.803   MT  0.99965409   +0 24 31.9
 EP0649
 EP0649!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EP0649!SPC NM E     -   0.99980726  x   0.99990941  =   0.99971669
 EP0649!UTM  13      -   0.99980726  x   0.99965409  =   0.99946142
 EP0649
 EP0649                          SUPERSEDED SURVEY CONTROL
 EP0649
 EP0649  NAD 83(1992)-  34 30 33.35748(N)    104 16 41.98922(W) AD(       ) 3
 EP0649
 EP0649.Superseded values are not recommended for survey control.
 EP0649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EP0649.See file dsdata.txt to determine how the superseded data were derived.
 EP0649
 EP0649_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEU6624518861(NAD 83)
 EP0649_MARKER: DS = TRIANGULATION STATION DISK
 EP0649_SETTING: 0 = UNSPECIFIED SETTING
 EP0649_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EP0649
 EP0649  HISTORY     - Date     Condition        Report By
 EP0649  HISTORY     - 1945     MONUMENTED       USGS
 EP0649
 EP0649                          STATION DESCRIPTION
 EP0649
 EP0649'DESCRIBED BY US GEOLOGICAL SURVEY 1945
 EP0649'LOCATED 3.25 MI. (AIRLINE) NW. OF FORT SUMNER, IN SW. 1/4 OF SEC. 1,
 EP0649'T 3 N, R 25 E.
 EP0649'
 EP0649'TO REACH FROM INTERSECTION OF U.S. HIGHWAYS 60 AND 84 IN FORT SUMNER,
 EP0649'GO W. ON U.S. HIGHWAY 60 1.0 MI., TURN RIGHT AND FOLLOW OLD SANTA ROSA
 EP0649'RD. IN NORTHERLY DIRECTION 2.1 MI. TO GATE.  CONTINUE ON MAIN RD. 0.6
 EP0649'MI. N., TURN LEFT ON RANCH RD. AND GO 0.6 MI. TO OLD RANCH HOUSE NEAR
 EP0649'DIVERSION DAM ON PECOS RIVER.  STATION BEARS S. 70 DEGREES 00 MINUTES
 EP0649'W., 113.5 FT. (MAG. BEARING) FROM NW. CORNER OF OLD HOUSE, 20 FT. S.
 EP0649'OF SLOPE OF N. EDGE OF RIDGE, ABOUT 110 FT. E. OF W. POINT OF RIDGE,
 EP0649'AND ABOUT 30 FT. N. OF TANGENT OF DIVERSION DAM.
 EP0649'
 EP0649'STATION MARK--USBR STANDARD TABLET STAMPED---DAM 1945---, SET IN
 EP0649'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0128 ***********************************************************************
 DS0128  DESIGNATION -  DAM AZ MK
 DS0128  PID         -  DS0128
 DS0128  STATE/COUNTY-  NM/SOCORRO
 DS0128  USGS QUAD   -  RED CANYON (1982)
 DS0128
 DS0128                         *CURRENT SURVEY CONTROL
 DS0128  ___________________________________________________________________
 DS0128* NAD 83(1986)-  33 41 35.     (N)    106 09 07.     (W)     SCALED    
 DS0128* NAVD 88     -      1688.428  (meters)    5539.45   (feet)  ADJUSTED  
 DS0128  ___________________________________________________________________
 DS0128  GEOID HEIGHT-         -21.11  (meters)                     GEOID03
 DS0128  DYNAMIC HT  -        1685.958 (meters)    5531.35  (feet)  COMP
 DS0128  MODELED GRAV-     979,113.9   (mgal)                       NAVD 88
 DS0128
 DS0128  VERT ORDER  -  SECOND    CLASS 0
 DS0128
 DS0128.The horizontal coordinates were scaled from a topographic map and have
 DS0128.an estimated accuracy of +/- 6 seconds.
 DS0128
 DS0128.The orthometric height was determined by differential leveling
 DS0128.and adjusted by the National Geodetic Survey in June 1991..
 DS0128
 DS0128.The geoid height was determined by GEOID03.
 DS0128
 DS0128.The dynamic height is computed by dividing the NAVD 88
 DS0128.geopotential number by the normal gravity value computed on the
 DS0128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0128.degrees latitude (g = 980.6199 gals.).
 DS0128
 DS0128.The modeled gravity was interpolated from observed gravity values.
 DS0128
 DS0128;                    North         East    Units  Estimated Accuracy
 DS0128;SPC NM C     -   298,620.      509,090.      MT  (+/- 180 meters Scaled)
 DS0128
 DS0128                          SUPERSEDED SURVEY CONTROL
 DS0128
 DS0128  NGVD 29 (??/??/92) 1687.704  (m)         5537.08   (f) ADJ UNCH    2 0
 DS0128
 DS0128.Superseded values are not recommended for survey control.
 DS0128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0128.See file dsdata.txt to determine how the superseded data were derived.
 DS0128
 DS0128_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT932287(NAD 83)
 DS0128_MARKER: DZ = AZIMUTH MARK DISK
 DS0128_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DS0128_SP_SET: CONCRETE PAD
 DS0128_STAMPING: DAM WSPG 1959 1966
 DS0128_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DS0128
 DS0128  HISTORY     - Date     Condition        Report By
 DS0128  HISTORY     - 1966     MONUMENTED       CGS
 DS0128  HISTORY     - 1969     GOOD             NGS
 DS0128
 DS0128                          STATION DESCRIPTION
 DS0128
 DS0128'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 DS0128'20.2 MI NW FROM OSCURO.
 DS0128'ABOUT 7.05 MILES NORTHWEST ALONG WHITE SANDS MISSILE RANGE ROUTE 12
 DS0128'FROM THE STORE AT OSCURO, THENCE 13.15 MILES NORTH ALONG WHITE SANDS
 DS0128'MISSILE RANGE ROUTE 11, IN SECTION 18, T 7 S, R 8 E, 63 FEET NORTHWEST
 DS0128'OF THE CENTER LINE OF THE ROUTE, SET IN THE TOP OF THE EAST CORNER OF
 DS0128'A 25- X 60-FOOT CONCRETE PAD, 3.7 FEET NORTHWEST OF THE SOUTHEAST EDGE
 DS0128'OF THE PAD, 2.3 FEET SOUTHWEST OF THE NORTHEAST EDGE OF THE PAD, 4.3
 DS0128'FEET NORTHWEST OF A METAL WITNESS POST, AND ABOUT 2 1/2 FEET ABOVE THE
 DS0128'LEVEL OF THE ROUTE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0690 ***********************************************************************
 EO0690  DESIGNATION -  DAN ET
 EO0690  PID         -  EO0690
 EO0690  STATE/COUNTY-  NM/QUAY
 EO0690  USGS QUAD   -  RAGLAND (1987)
 EO0690
 EO0690                         *CURRENT SURVEY CONTROL
 EO0690  ___________________________________________________________________
 EO0690* NAD 83(1992)-  34 49 21.76090(N)    103 40 18.82508(W)     ADJUSTED  
 EO0690* NAVD 88     -      1484.6    (meters)    4871.     (feet)  VERTCON   
 EO0690  ___________________________________________________________________
 EO0690  LAPLACE CORR-          -0.33  (seconds)                    DEFLEC99
 EO0690  GEOID HEIGHT-         -23.42  (meters)                     GEOID03
 EO0690
 EO0690  HORZ ORDER  -  SECOND
 EO0690
 EO0690.The horizontal coordinates were established by classical geodetic methods
 EO0690.and adjusted by the National Geodetic Survey in December 1993..
 EO0690
 EO0690.The NAVD 88 height was computed by applying the VERTCON shift value to
 EO0690.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EO0690
 EO0690.The Laplace correction was computed from DEFLEC99 derived deflections.
 EO0690
 EO0690.The geoid height was determined by GEOID03.
 EO0690
 EO0690;                    North         East     Units Scale Factor Converg.
 EO0690;SPC NM E     -   424,111.262   225,506.333   MT  0.99995420   +0 22 39.8
 EO0690;SPC NM E     - 1,391,438.37    739,848.69   sFT  0.99995420   +0 22 39.8
 EO0690;UTM  13      - 3,854,186.633   621,456.330   MT  0.99978181   +0 45 30.6
 EO0690
 EO0690!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EO0690!SPC NM E     -   0.99977069  x   0.99995420  =   0.99972491
 EO0690!UTM  13      -   0.99977069  x   0.99978181  =   0.99955255
 EO0690
 EO0690|---------------------------------------------------------------------|
 EO0690| PID    Reference Object                     Distance      Geod. Az  |
 EO0690|                                                           dddmmss.s |
 EO0690| CJ6151 DAN ET RM 1                          15.732 METERS 09011     |
 EO0690| EO0691 RAGLAND ET                          APPROX. 7.1 KM 2674527.3 |
 EO0690| CJ6152 DAN ET RM 2                          15.618 METERS 27022     |
 EO0690| EO0692 RAGLAND FARMERS ELEC TWR            APPROX. 6.4 KM 2720453.8 |
 EO0690| EO0693 RAGLAND TV STA KOAT TWR             APPROX. 4.3 KM 3000535.7 |
 EO0690|---------------------------------------------------------------------|
 EO0690
 EO0690                          SUPERSEDED SURVEY CONTROL
 EO0690
 EO0690  NAD 83(1986)-  34 49 21.76437(N)    103 40 18.81439(W) AD(       ) 2
 EO0690  NAD 27      -  34 49 21.53427(N)    103 40 16.95369(W) AD(       ) 2
 EO0690  NGVD 29 (07/19/86) 1483.9    (m)         4868.     (f) VERT ANG       
 EO0690
 EO0690.Superseded values are not recommended for survey control.
 EO0690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0690.See file dsdata.txt to determine how the superseded data were derived.
 EO0690
 EO0690_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFU2145654187(NAD 83)
 EO0690_MARKER: DD = SURVEY DISK
 EO0690_SETTING: 0 = UNSPECIFIED SETTING
 EO0690
 EO0690  HISTORY     - Date     Condition        Report By
 EO0690  HISTORY     - 1970     MONUMENTED       USGS
 EO0690
 EO0690                          STATION DESCRIPTION
 EO0690
 EO0690'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (RDS)
 EO0690'THE STATION IS LOCATED DUE EAST 4.0 MILES AIRLINE FROM RAGLAND,
 EO0690'NEW MEXICO, NORTH 64 DEG WEST, 4.5 MILES AIRLINE FROM FORREST,
 EO0690'NEW MEXICO, ON SOUTH SIDE OF STATE HIGHWAY 18, 69 FEET SOUTH AND 48
 EO0690'FEET WEST OF INTERSECTION OF HIGHWAY AND T-ROAD NORTH, 6 FEET
 EO0690'NORTH OF RIGHT-OF-WAY FENCE.
 EO0690'
 EO0690'TO REACH FROM THE INTERSECTION OF STATE HIGHWAYS 18 AND 86 AT
 EO0690'RAGLAND, NEW MEXICO, GO 4.0 MILES EAST ALONG STATE HIGHWAY 18 AND
 EO0690'THE STATION ON THE RIGHT.  THE STATION IS 5 FEET EAST-SOUTHEAST OF
 EO0690'A USGS WITNESS SIGN MOUNTED ON A METAL POST.
 EO0690'
 EO0690'STATION MARK IS A USGS BRONZE TABLET SOLDERED TO A COPPER COATED
 EO0690'STEEL ROD DRIVEN TO 15 FEET, CENTERED IN AN ORANGEBURG TILE, 6
 EO0690'INCHES IN DIAMETER, 12 INCHES LONG, FILLED WITH GRAVEL.  THE TABLET
 EO0690'IS FLUSH WITH THE GROUND AND STAMPED DAN ET 1970.
 EO0690'
 EO0690'REFERENCE MARK NO. 1 IS A USGS BRONZE REFERENCE MARK TABLET SOLDERED
 EO0690'TO A COPPER COATED STEEL ROD DRIVEN TO A DEPTH OF 10 FEET, CENTERED
 EO0690'IN AN ORANGEBURG TILE, 6 INCHES IN DIAMETER, 12 INCHES LONG, FILLED
 EO0690'WITH GRAVEL.  THE TABLET IS FLUSH WITH THE GROUND AND STAMPED
 EO0690'DAN ET NO. 1 1970.
 EO0690'
 EO0690'REFERENCE MARK NO. 2 IS A USGS BRONZE REFERENCE MARK TABLET SOLDERED
 EO0690'TO A COPPER COATED STEEL ROD DRIVEN TO A DEPTH OF 10 FEET, CENTERED
 EO0690'IN AN ORANGEBURG TILE 6 INCHES IN DIAMETER, 12 INCHES LONG, FILLED
 EO0690'WITH GRAVEL.  THE TABLET IS FLUSH WITH THE GROUND AND STAMPED DAN
 EO0690'ET NO. 2 1970.
 EO0690'
 EO0690'STATION RAGLAND ET 1970 IS VISIBLE FROM THE GROUND AT THIS STATION
 EO0690'AND WILL SERVE AS THE AZIMUTH MARK.
 EO0690'
 EO0690'ALL OBSERVATIONS MADE FROM STANDARD TRIPOD.
 EO0690'
 EO0690'LIGHT AT STATION FOREST USC AND GS WAS ELEVATED 12 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM1066 ***********************************************************************
 FM1066  DESIGNATION -  DANIEL
 FM1066  PID         -  FM1066
 FM1066  STATE/COUNTY-  NM/HARDING
 FM1066  USGS QUAD   -  MOSQUERO (1973)
 FM1066
 FM1066                         *CURRENT SURVEY CONTROL
 FM1066  ___________________________________________________________________
 FM1066* NAD 83(1992)-  35 49 31.34863(N)    103 57 31.70568(W)     ADJUSTED  
 FM1066* NAVD 88     -      1701.5    (meters)    5582.     (feet)  VERTCON   
 FM1066  ___________________________________________________________________
 FM1066  LAPLACE CORR-          -3.60  (seconds)                    DEFLEC99
 FM1066  GEOID HEIGHT-         -20.62  (meters)                     GEOID03
 FM1066
 FM1066  HORZ ORDER  -  SECOND
 FM1066
 FM1066.The horizontal coordinates were established by classical geodetic methods
 FM1066.and adjusted by the National Geodetic Survey in December 1993..
 FM1066
 FM1066.The NAVD 88 height was computed by applying the VERTCON shift value to
 FM1066.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FM1066
 FM1066.The Laplace correction was computed from DEFLEC99 derived deflections.
 FM1066
 FM1066.The geoid height was determined by GEOID03.
 FM1066
 FM1066;                    North         East     Units Scale Factor Converg.
 FM1066;SPC NM E     -   535,208.455   198,839.953   MT  0.99992320   +0 13 09.2
 FM1066;SPC NM E     - 1,755,929.74    652,360.75   sFT  0.99992320   +0 13 09.2
 FM1066;UTM  13      - 3,965,080.434   594,048.327   MT  0.99970899   +0 36 34.1
 FM1066
 FM1066!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FM1066!SPC NM E     -   0.99973625  x   0.99992320  =   0.99965947
 FM1066!UTM  13      -   0.99973625  x   0.99970899  =   0.99944531
 FM1066
 FM1066|---------------------------------------------------------------------|
 FM1066| PID    Reference Object                     Distance      Geod. Az  |
 FM1066|                                                           dddmmss.s |
 FM1066| CJ6154 DANIEL RM 1                           9.050 METERS 09802     |
 FM1066| CJ6153 DANIEL AZ MK                                       1990147.9 |
 FM1066| CJ6155 DANIEL RM 2                           8.687 METERS 26146     |
 FM1066|---------------------------------------------------------------------|
 FM1066
 FM1066                          SUPERSEDED SURVEY CONTROL
 FM1066
 FM1066  NAD 83(1986)-  35 49 31.35706(N)    103 57 31.70260(W) AD(       ) 2
 FM1066  NAD 27      -  35 49 31.22190(N)    103 57 29.80660(W) AD(       ) 2
 FM1066  NGVD 29 (07/19/86) 1700.8    (m)         5580.     (f) VERT ANG       
 FM1066
 FM1066.Superseded values are not recommended for survey control.
 FM1066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM1066.See file dsdata.txt to determine how the superseded data were derived.
 FM1066
 FM1066_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEV9404865080(NAD 83)
 FM1066_MARKER: DS = TRIANGULATION STATION DISK
 FM1066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM1066
 FM1066  HISTORY     - Date     Condition        Report By
 FM1066  HISTORY     - 1960     MONUMENTED       CGS
 FM1066
 FM1066                          STATION DESCRIPTION
 FM1066
 FM1066'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (HWK)
 FM1066'THE STATION IS APPROXIMATELY 6-1/2 MILES EAST AND 2 MILES
 FM1066'SOUTH OF SOLANO AND 3 MILES NORTH OF MOSQUERO, ON PROPERTY
 FM1066'OWNED BY MR. ELMER MC DANIEL.
 FM1066'
 FM1066'TO REACH THE STATION FROM THE POST OFFICE IN MOSQUERO, GO
 FM1066'NORTHWESTERLY ON STATE HIGHWAY 39 FOR 0.5 MILE TO A ROAD ON
 FM1066'THE RIGHT.  CONTINUE ON HIGHWAY 39 FOR 0.05 MILE TO A DIRT
 FM1066'ROAD ON THE RIGHT.  TURN RIGHT, NORTH, ON THE DIRT ROAD FOR
 FM1066'0.9 MILE TO A ROAD AND A CEMETERY ON THE RIGHT.  CONTINUE
 FM1066'NORTH ON THE DIRT ROAD FOR 1 MILE TO A CROSSROAD.  CONTINUE
 FM1066'NORTH ON THE DIRT ROAD FOR 0.2 MILE TO THE AZIMUTH MARK ON THE
 FM1066'LEFT AT DESERTED BUILDINGS.  CONTINUE NORTH ON THE DIRT ROAD
 FM1066'FOR 0.8 MILE TO A JOG IN FENCE AND GATE ON THE RIGHT.  TURN
 FM1066'RIGHT THROUGH GATE AND GO EAST ON TRACK ROAD, UPHILL, FOR
 FM1066'0.2 MILE TO THE TOP OF HILL AND THE STATION ON THE RIGHT.
 FM1066'
 FM1066'STATION MARKS ARE STANDARD DISKS STAMPED DANIEL 1960.  THE
 FM1066'SURFACE DISK IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS
 FM1066'3 INCHES.  IT IS 16 FEET SOUTH OF THE TRACK ROAD, 5.5 FEET
 FM1066'NORTH OF A FENCE AND 5 FEET NORTH OF A METAL WITNESS POST.
 FM1066'THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE
 FM1066'32 INCHES BELOW THE SURFACE OF THE GROUND.
 FM1066'
 FM1066'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED DANIEL NO 1 1960,
 FM1066'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.
 FM1066'IT IS 20 FEET SOUTH OF THE TRACK ROAD AND 1 FOOT NORTH OF THE
 FM1066'FENCE.
 FM1066'
 FM1066'REFERENCE MARK NO. 2, A STANDARD DISK, STAMPED DANIEL NO 2
 FM1066'1960, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.
 FM1066'IT IS 20 FEET SOUTH OF THE TRACK ROAD AND 1 FOOT NORTH OF THE
 FM1066'FENCE.
 FM1066'
 FM1066'AZIMUTH MARK, A STANDARD DISK STAMPED DANIEL 1960, IS SET
 FM1066'IN A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.  IT IS
 FM1066'39 FEET WEST OF THE CENTER OF THE DIRT ROAD, 3 FEET WEST OF A
 FM1066'POWER POLE AND 2.2 FEET NORTHWEST OF A METAL WITNESS POST.
 FM1066'
 FM1066'NOTE--REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0999 ***********************************************************************
 FO0999  DESIGNATION -  DANNY RESET
 FO0999  PID         -  FO0999
 FO0999  STATE/COUNTY-  NM/BERNALILLO
 FO0999  USGS QUAD   -  TIJERAS (1990)
 FO0999
 FO0999                         *CURRENT SURVEY CONTROL
 FO0999  ___________________________________________________________________
 FO0999* NAD 83(1992)-  35 05 12.22061(N)    106 29 14.70926(W)     ADJUSTED  
 FO0999* NAVD 88     -      1835.0    (meters)    6020.     (feet)  VERT ANG  
 FO0999  ___________________________________________________________________
 FO0999  X           -  -1,483,273.745 (meters)                     COMP
 FO0999  Y           -  -5,011,488.825 (meters)                     COMP
 FO0999  Z           -   3,646,787.491 (meters)                     COMP
 FO0999  LAPLACE CORR-          14.25  (seconds)                    DEFLEC99
 FO0999  ELLIP HEIGHT-        1814.69  (meters)          (09/28/01) GPS OBS
 FO0999  GEOID HEIGHT-         -20.23  (meters)                     GEOID03
 FO0999
 FO0999  HORZ ORDER  -  FIRST
 FO0999  ELLP ORDER  -  FOURTH    CLASS I
 FO0999
 FO0999.The horizontal coordinates were established by classical geodetic methods
 FO0999.and adjusted by the National Geodetic Survey in December 1993..
 FO0999
 FO0999.The orthometric height was determined by vertical angle observations.
 FO0999
 FO0999.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FO0999
 FO0999.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO0999
 FO0999.The ellipsoidal height was determined by GPS observations
 FO0999.and is referenced to NAD 83.
 FO0999
 FO0999.The geoid height was determined by GEOID03.
 FO0999
 FO0999;                    North         East     Units Scale Factor Converg.
 FO0999;SPC NM C     -   453,220.754   478,351.469   MT  0.99990577   -0 08 11.3
 FO0999;SPC NM C     - 1,486,941.76  1,569,391.44   sFT  0.99990577   -0 08 11.3
 FO0999;UTM  13      - 3,883,672.743   364,408.690   MT  0.99982658   -0 51 18.4
 FO0999
 FO0999!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO0999!SPC NM C     -   0.99971524  x   0.99990577  =   0.99962103
 FO0999!UTM  13      -   0.99971524  x   0.99982658  =   0.99954187
 FO0999
 FO0999|---------------------------------------------------------------------|
 FO0999| PID    Reference Object                     Distance      Geod. Az  |
 FO0999|                                                           dddmmss.s |
 FO0999| CD3339 DANNY RM 3                            5.760 METERS 11303     |
 FO0999| CD3337 DANNY RM 1                           13.443 METERS 19733     |
 FO0999| FO1222 JT 4                                APPROX. 2.5 KM 2693503.0 |
 FO0999| CD3338 DANNY RM 2                            8.513 METERS 30356     |
 FO0999|---------------------------------------------------------------------|
 FO0999
 FO0999                          SUPERSEDED SURVEY CONTROL
 FO0999
 FO0999  ELLIP H (12/21/93) 1814.77   (m)                       GP(       ) 4 1
 FO0999  ELLIP H (07/01/93) 1814.79   (m)                       GP(       ) 4 2
 FO0999  NAD 83(1986)-  35 05 12.22661(N)    106 29 14.71006(W) AD(       ) 1
 FO0999  NAD 27      -  35 05 12.05790(N)    106 29 12.63020(W) AD(       ) 1
 FO0999  NGVD 29 (07/19/86) 1834.1    (m)         6017.     (f) VERT ANG       
 FO0999
 FO0999.Superseded values are not recommended for survey control.
 FO0999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0999.See file dsdata.txt to determine how the superseded data were derived.
 FO0999
 FO0999_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU6440983673(NAD 83)
 FO0999_MARKER: DH = HORIZONTAL CONTROL DISK
 FO0999_SETTING: 66 = SET IN ROCK OUTCROP
 FO0999_SP_SET: IN A DRILL HOLE IN BEDROCK
 FO0999_STAMPING: DANNY 1969 1979
 FO0999_MARK LOGO: NGS   
 FO0999_MAGNETIC: N = NO MAGNETIC MATERIAL
 FO0999_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FO0999+STABILITY: POSITION/ELEVATION WELL
 FO0999_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FO0999+SATELLITE: SATELLITE OBSERVATIONS - May 21, 2005
 FO0999
 FO0999  HISTORY     - Date     Condition        Report By
 FO0999  HISTORY     - 1979     MONUMENTED       CGS
 FO0999  HISTORY     - 19911201 GOOD             NM0030
 FO0999  HISTORY     - 20050521 GOOD             GEOCAC
 FO0999
 FO0999                          STATION DESCRIPTION
 FO0999
 FO0999'DESCRIBED BY COAST AND GEODETIC SURVEY 1979 (CLN)
 FO0999'REFERENCE MARK NUMBER 1 WAS ONLY MARK RECOVERED IN GOOD CONDITION.
 FO0999'STATION MARK DRILL HOLE AND REFERENCE MARK 2 DISK STEM WERE FOUND. JT4
 FO0999'SHC MARK HAD BEEN DESTROYED AND A NEW MARK, JT4 A K AND P WAS FOUND AT
 FO0999'MARK SITE.  A NEW STATION DISK AND A REFERENCE MARK 2 DISK WAS
 FO0999'RECEMENTED IN ORIGINAL MARK HOLES.  THE NEW MARK, JT4 A WAS ALSO TIED
 FO0999'TO STATION AT THIS TIME USING STATION SPROUL ACS.  STATION IS REACHED
 FO0999'FROM THE JUAN TABO OVERPASS AT I-40 HIGHWAY, IN THE EASTERN SECTION OF
 FO0999'ALBUQUERQUE.  GO NORTH ON JUAN TABO BOULEVARD FOR 0.7 MI (1.1 KM) TO
 FO0999'INTERSECTION OF JUAN TABO-LOMAS/BOULEVARDS, JT4 A K+P MARK ON LEFT, IN
 FO0999'MEDIAN.  TURN RIGHT AND GO EAST ON LOMAS BOULEVARD FOR 1.0 MI (1.6 KM)
 FO0999'TO TRAMWAY ROAD, CONTINUE AHEAD ON LOMAS BOULEVARD FOR 0.4 MI (0.6 KM)
 FO0999'TO PARSONS STREET ON LEFT.  TURN RIGHT FOR ABOUT 0.05 MI (0.08 KM) ,
 FO0999'THENCE LEFT AND CONTINUE EAST FOR 0.1 MI (0.2 KM) TO A FORK, KEEP
 FO0999'RIGHT FOR 0.05 MI (0.08 KM) TO FORK, KEEP RIGHT FOR 0.1 MI (0.2 KM) TO
 FO0999'CROSSROAD.  TURN RIGHT AND GO SOUTHERLY ON TRACK ROAD FOR 0.05 MI
 FO0999'(0.08 KM) TO HIGHER GROUND AND END OF TRUCK TRAVEL.  PACK
 FO0999'NORTHWESTERLY AND NORTH TO TOP AND NORTH END OF HILL TO STATION, ABOUT
 FO0999'A 5-MINUTE PACK.
 FO0999' 
 FO0999'STATION IS A STANDARD DISK STAMPED--DANNY 1969 1979--, CEMENTED IN A
 FO0999'DRILL HOLE, IN TOP OF BEDROCK.
 FO0999' 
 FO0999'REFERENCE MARK 1 IS A STANDARD DISK STAMPED--DANNY NO 1 1969--,
 FO0999'CEMENTED IN A DRILL HOLE, IN TOP OF BEDROCK.  MARK IS ABOUT SAME
 FO0999'ELEVATION AS STATION MARK.
 FO0999' 
 FO0999'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED--DANNY 1969 NO 2
 FO0999'1979--, CEMENTED IN A DRILL HOLE, IN TOP OF BEDROCK.  MARK IS ABOUT 3
 FO0999'FT (0.9 M) LOWER IN ELEVATION THAN STATION MARK.
 FO0999' 
 FO0999'JT4 A MARK IS A STANDARD KOOGLE AND POULS ENGINEER DISK STAMPED--JT4 A
 FO0999'1975--, SET IN TOP OF A SQUARE CONCRETE MONUMENT PROJECTING 2 INCHES,
 FO0999'LOCATED 10.7 FT (3.3 M) SOUTH OF MEDIAN CONCRETE HEADER CURB, 3.2 FT
 FO0999'(1.0 M) WEST OF EAST EDGE OF MEDIAN CONCRETE CURB, 3 FT (0.9 M) EAST
 FO0999'NORTHEAST OF A METAL TRAFFIC LIGHT POLE.
 FO0999
 FO0999                          STATION RECOVERY (1991)
 FO0999
 FO0999'RECOVERY NOTE BY CITY OF ALBUQUERQUE NEW MEXICO 1991
 FO0999'THE STATION IS LOCATED IN THE EAST PART OF ALBUQUERQUE ON A SMALL
 FO0999'ROCKY HILL ON PRIVATE LAND.
 FO0999'TO REACH THE STATION FROM THE INTERSECTION OF TRAMWAY BOULEVARD NE AND
 FO0999'LOMAS BLVD NE IN THE EAST PART OF ALBUQUERQUE, GO EAST AND NORTHEAST
 FO0999'ON LOMAS BOULEVARD NE FOR 0.4 MI (0.6 KM) TO THE INTERSECTION WITH
 FO0999'TURNER DRIVE ON THE RIGHT.  TURN RIGHT, SOUTH, ON TURNER DRIVE AND GO
 FO0999'0.3 MI (0.5 KM) TO THE INTERSECTION WITH MARQUETTE DRIVE NE ON THE
 FO0999'LEFT.  TURN LEFT, EAST, ON MARQUETTE DRIVE AND GO EAST, NORTHEAST,
 FO0999'AND EAST 0.25 MI (0.40 KM) TO THE INTERSECTION WITH DASKALOS DRIVE
 FO0999'NE.  TURN LEFT, NORTH, ON DASKALOS DRIVE NE AND GO 80 M (262.5 FT) TO
 FO0999'THE ENTRANCE TO THE LOMA DE CALIZA SUBDIVISION AND AN UNMARKED PAVED
 FO0999'ROAD ON THE LEFT.  TURN LEFT ON THE PAVED ROAD AND GO 90 M
 FO0999'(295.3 FT) TO A LOCKED GATE AND THE END OF THE PAVEMENT AND VEHICLE
 FO0999'TRAVEL. FROM THE GATE, CONTINUE WEST ON FOOT ON A DIRT ROAD ALONG THE
 FO0999'SOUTH FACE OF A HILL FOR 75 M (246.1 FT) TO A CURVE IN THE DIRT ROAD.
 FO0999'CONTINUE NORTH ON THE DIRT ROAD ALONG THE WEST FACE OF THE HILL FOR
 FO0999'100 M (328.1 FT) TO THE STATION IN OUTCROPPING GRANITE.
 FO0999'THE STATION IS A STANDARD NGS HORIZONTAL STATION DISK STAMPED ---DANNY
 FO0999'1969 1979--- CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK.  THE
 FO0999'STATION IS LOCATED ON ABOUT THE HIGHEST PART OF THE ROCK HILL.
 FO0999
 FO0999                          STATION RECOVERY (2005)
 FO0999
 FO0999'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 FO0999'STATION MARK WAS RECOVERED IN GOOD CONDITION, BUT SLIGHTLY MARKED.
 FO0999'RM3 WAS RECOVERED BUT HEAVILY MARKED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1776 ***********************************************************************
 CX1776  DESIGNATION -  DARK
 CX1776  PID         -  CX1776
 CX1776  STATE/COUNTY-  NM/DONA ANA
 CX1776  USGS QUAD   -  SIERRA ALTA (1978)
 CX1776
 CX1776                         *CURRENT SURVEY CONTROL
 CX1776  ___________________________________________________________________
 CX1776* NAD 83(1992)-  32 30 05.53445(N)    107 01 11.79681(W)     ADJUSTED  
 CX1776* NAVD 88     -      1548.     (meters)    5079.     (feet)  VERTCON   
 CX1776  ___________________________________________________________________
 CX1776  LAPLACE CORR-          -1.03  (seconds)                    DEFLEC99
 CX1776  GEOID HEIGHT-         -23.77  (meters)                     GEOID03
 CX1776
 CX1776  HORZ ORDER  -  THIRD
 CX1776
 CX1776.The horizontal coordinates were established by classical geodetic methods
 CX1776.and adjusted by the National Geodetic Survey in December 1993..
 CX1776
 CX1776.The NAVD 88 height was computed by applying the VERTCON shift value to
 CX1776.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CX1776
 CX1776.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1776
 CX1776.The geoid height was determined by GEOID03.
 CX1776
 CX1776;                    North         East     Units Scale Factor Converg.
 CX1776;SPC NM C     -   166,738.756   427,650.738   MT  0.99996453   -0 24 49.4
 CX1776;SPC NM C     -   547,042.07  1,403,050.80   sFT  0.99996453   -0 24 49.4
 CX1776;UTM  13      - 3,597,827.359   310,234.667   MT  1.00004408   -1 05 08.5
 CX1776
 CX1776!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1776!SPC NM C     -   0.99976080  x   0.99996453  =   0.99972534
 CX1776!UTM  13      -   0.99976080  x   1.00004408  =   0.99980487
 CX1776
 CX1776:                Primary Azimuth Mark                     Grid Az
 CX1776:SPC NM C     -  TONUCO                                   015 38 17.0
 CX1776:UTM  13      -  TONUCO                                   016 18 36.1
 CX1776
 CX1776|---------------------------------------------------------------------|
 CX1776| PID    Reference Object                     Distance      Geod. Az  |
 CX1776|                                                           dddmmss.s |
 CX1776| CX1744 TONUCO                              APPROX.11.6 KM 0151327.6 |
 CX1776|---------------------------------------------------------------------|
 CX1776
 CX1776                          SUPERSEDED SURVEY CONTROL
 CX1776
 CX1776  NAD 83(1986)-  32 30 05.53911(N)    107 01 11.80210(W) AD(       ) 3
 CX1776  NAD 27      -  32 30 05.23031(N)    107 01 09.74895(W) AD(       ) 3
 CX1776  NGVD 29 (07/19/86) 1547.     (m)         5075.     (f) VERT ANG       
 CX1776
 CX1776.Superseded values are not recommended for survey control.
 CX1776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1776.See file dsdata.txt to determine how the superseded data were derived.
 CX1776
 CX1776_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR1023597827(NAD 83)
 CX1776_MARKER: DD = SURVEY DISK
 CX1776_SETTING: 80 = SET IN A BOULDER
 CX1776_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX1776+STABILITY: SURFACE MOTION
 CX1776
 CX1776  HISTORY     - Date     Condition        Report By
 CX1776  HISTORY     - 1957     MONUMENTED       USGS
 CX1776
 CX1776                          STATION DESCRIPTION
 CX1776
 CX1776'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 CX1776'LOCATED ABOUT 15.0 MI. (AIRLINE) S. OF HATCH, NEW MEXICO, AND ABOUT
 CX1776'4.0 MI. (AIRLINE) W. OF U.S. HIGHWAY NO. 85.  ON TOP OF A PROMINENT
 CX1776'BLACK MTN.
 CX1776'
 CX1776'TO REACH FROM INTERSECTION OF U.S. HIGHWAY NO. 85 AND STATE HIGHWAY
 CX1776'NO. 26 AT HATCH, NEW MEXICO, GO S. ON HIGHWAY NO. 85 17.0 MI. TO A
 CX1776'TRACK RD. W., TURN RIGHT ON TRACK RD. AND GO W. BY SW. ALONG TRACK
 CX1776'RD. UP DRAIN 3.3 MI. TO TOP OF RIDGE AND END OF TRUCK TRAVEL.  PACK
 CX1776'W. DOWN INTO DRAIN AND TO TOP OF HIGHEST POINT IN VICINITY AND STATION
 CX1776'SITE.
 CX1776'
 CX1776'STATION MARK--A STANDARD TABLET CEMENTED IN A 2 FT. BOULDER, STAMPED
 CX1776'---DARK 1957---, PROTRUDING 0.6 FT. ABOVE GROUND AND 1.0 FT. LOWER
 CX1776'THAN HIGHEST PART OF TOP.
 CX1776'
 CX1776'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0793 ***********************************************************************
 CW0793  DESIGNATION -  DARK
 CW0793  PID         -  CW0793
 CW0793  STATE/COUNTY-  NM/EDDY
 CW0793  USGS QUAD   -  GUNSIGHT CANYON (1979)
 CW0793
 CW0793                         *CURRENT SURVEY CONTROL
 CW0793  ___________________________________________________________________
 CW0793* NAD 83(1992)-  32 04 54.47315(N)    104 44 22.39145(W)     ADJUSTED  
 CW0793* NAVD 88     -      2119.     (meters)    6952.     (feet)  SCALED    
 CW0793  ___________________________________________________________________
 CW0793  LAPLACE CORR-          -6.07  (seconds)                    DEFLEC99
 CW0793  GEOID HEIGHT-         -22.42  (meters)                     GEOID03
 CW0793
 CW0793  HORZ ORDER  -  THIRD
 CW0793
 CW0793.The horizontal coordinates were established by classical geodetic methods
 CW0793.and adjusted by the National Geodetic Survey in December 1993..
 CW0793
 CW0793.The orthometric height was scaled from a topographic map.
 CW0793
 CW0793.The Laplace correction was computed from DEFLEC99 derived deflections.
 CW0793
 CW0793.The geoid height was determined by GEOID03.
 CW0793
 CW0793;                    North         East     Units Scale Factor Converg.
 CW0793;SPC NM E     -   120,009.797   126,652.473   MT  0.99992722   -0 12 56.7
 CW0793;SPC NM E     -   393,732.14    415,525.66   sFT  0.99992722   -0 12 56.7
 CW0793;UTM  13      - 3,549,532.124   524,578.766   MT  0.99960745   +0 08 18.0
 CW0793
 CW0793!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CW0793!SPC NM E     -   0.99967096  x   0.99992722  =   0.99959820
 CW0793!UTM  13      -   0.99967096  x   0.99960745  =   0.99927853
 CW0793
 CW0793:                Primary Azimuth Mark                     Grid Az
 CW0793:SPC NM E     -  DEER                                     269 14 31.4
 CW0793:UTM  13      -  DEER                                     268 53 16.7
 CW0793
 CW0793|---------------------------------------------------------------------|
 CW0793| PID    Reference Object                     Distance      Geod. Az  |
 CW0793|                                                           dddmmss.s |
 CW0793| CW0801 DEER                                APPROX. 6.4 KM 2690134.7 |
 CW0793|---------------------------------------------------------------------|
 CW0793
 CW0793                          SUPERSEDED SURVEY CONTROL
 CW0793
 CW0793  NAD 83(1986)-  32 04 54.47461(N)    104 44 22.39003(W) AD(       ) 3
 CW0793  NAD 27      -  32 04 54.06323(N)    104 44 20.56242(W) AD(       ) 3
 CW0793
 CW0793.Superseded values are not recommended for survey control.
 CW0793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0793.See file dsdata.txt to determine how the superseded data were derived.
 CW0793
 CW0793_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SER2457949532(NAD 83)
 CW0793_MARKER: DD = SURVEY DISK
 CW0793_SETTING: 66 = SET IN ROCK OUTCROP
 CW0793_SP_SET: SET IN ROCK OUTCROP
 CW0793_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CW0793+STABILITY: POSITION/ELEVATION WELL
 CW0793_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CW0793+SATELLITE: SATELLITE OBSERVATIONS - September 10, 1996
 CW0793
 CW0793  HISTORY     - Date     Condition        Report By
 CW0793  HISTORY     - 1932     MONUMENTED       USGS
 CW0793  HISTORY     - 19960910 GOOD             INDIV
 CW0793
 CW0793                          STATION DESCRIPTION
 CW0793
 CW0793'DESCRIBED BY US GEOLOGICAL SURVEY 1932
 CW0793'ON MAIN RIDGE OF GUADALUPE MOUNTAINS, ABOUT 3 MI. S. OF RANCH HOUSE OF
 CW0793'MR. DAVE MCCOLLAUM, IN DARK CANYON, 0.5 MI. NW. OF COTTONWOOD CAVE (A
 CW0793'WELL KNOWN CAVE ON HEADWATERS OF BLACK RIVER) AND 35 FT. E. OF DARK
 CW0793'CANYON LOOKOUT STATION.  STATION IS BEST REACHED BY AUTOMOBILE TO
 CW0793'MCCOLLAUM RANCH, THENCE BY FOREST SERVICE SADDLE TRAIL.
 CW0793'
 CW0793'STATION MARK--STANDARD TABLET, CENTERED IN 8 X 14 X 30 IN. ROCK, SET
 CW0793'FLUSH WITH GROUND, AND STAMPED ---R 1932---.
 CW0793'
 CW0793'REFERENCE MARK NO. 1--STANDARD REFERENCE TABLET, CEMENTED IN ROCK
 CW0793'IN PLACE, 23.10 FT. FROM STATION MARK, S 08 DEG 34 MIN W.
 CW0793
 CW0793                          STATION RECOVERY (1996)
 CW0793
 CW0793'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 1996 (TAR)
 CW0793'MARK OK BUT BOTH RMS GONE, ONE REMOVED FROM ROCK.  RESURVEYED POSITION
 CW0793' 
 CW0793'UTM (Z13) N 3549536.44  E 524582.82 (1996)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS1153 ***********************************************************************
 DS1153  DESIGNATION -  DATE
 DS1153  PID         -  DS1153
 DS1153  STATE/COUNTY-  NM/LINCOLN
 DS1153  USGS QUAD   -  THREE RIVERS NW (1981)
 DS1153
 DS1153                         *CURRENT SURVEY CONTROL
 DS1153  ___________________________________________________________________
 DS1153* NAD 83(1992)-  33 29 19.21931(N)    106 07 58.56503(W)     ADJUSTED  
 DS1153* NAVD 88     -      1405.91   (+/-2cm)    4612.6    (feet)  VERTCON   
 DS1153  ___________________________________________________________________
 DS1153  LAPLACE CORR-           7.00  (seconds)                    DEFLEC99
 DS1153  GEOID HEIGHT-         -21.55  (meters)                     GEOID03
 DS1153
 DS1153  HORZ ORDER  -  FIRST
 DS1153  VERT ORDER  -  THIRD ? (See Below)
 DS1153
 DS1153.The horizontal coordinates were established by classical geodetic methods
 DS1153.and adjusted by the National Geodetic Survey in December 1993..
 DS1153
 DS1153.The NAVD 88 height was computed by applying the VERTCON shift value to
 DS1153.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DS1153.The vertical order pertains to the NGVD 29 superseded value.
 DS1153
 DS1153.The Laplace correction was computed from DEFLEC99 derived deflections.
 DS1153
 DS1153.The geoid height was determined by GEOID03.
 DS1153
 DS1153;                    North         East     Units Scale Factor Converg.
 DS1153;SPC NM C     -   275,950.290   510,878.334   MT  0.99990146   +0 03 52.5
 DS1153;SPC NM C     -   905,346.91  1,676,106.67   sFT  0.99990146   +0 03 52.5
 DS1153;UTM  13      - 3,706,037.505   394,750.524   MT  0.99973657   -0 37 30.6
 DS1153
 DS1153!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS1153!SPC NM C     -   0.99978271  x   0.99990146  =   0.99968419
 DS1153!UTM  13      -   0.99978271  x   0.99973657  =   0.99951934
 DS1153
 DS1153|---------------------------------------------------------------------|
 DS1153| PID    Reference Object                     Distance      Geod. Az  |
 DS1153|                                                           dddmmss.s |
 DS1153| CD2788 DATE RM 2                            14.089 METERS 07214     |
 DS1153| CD2786 DATE AZ MK                                         2333433.2 |
 DS1153| CD2787 DATE RM 1                            15.061 METERS 35832     |
 DS1153|---------------------------------------------------------------------|
 DS1153
 DS1153                          SUPERSEDED SURVEY CONTROL
 DS1153
 DS1153  NAD 83(1986)-  33 29 19.22638(N)    106 07 58.56762(W) AD(       ) 1
 DS1153  NAD 27      -  33 29 18.95617(N)    106 07 56.58229(W) AD(       ) 1
 DS1153  NGVD 29 (07/19/86) 1405.27   (m)         4610.5    (f) LEVELING    3  
 DS1153
 DS1153.Superseded values are not recommended for survey control.
 DS1153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS1153.See file dsdata.txt to determine how the superseded data were derived.
 DS1153
 DS1153_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT9475106038(NAD 83)
 DS1153_MARKER: DS = TRIANGULATION STATION DISK
 DS1153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS1153_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DS1153
 DS1153  HISTORY     - Date     Condition        Report By
 DS1153  HISTORY     - 1968     MONUMENTED       CGS
 DS1153
 DS1153                          STATION DESCRIPTION
 DS1153
 DS1153'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JBJ)
 DS1153'THE STATION IS ABOUT 29 MILES NORTH-NORTHWEST OF TULAROSA, 5 MILES
 DS1153'WEST OF OSCURO AND ON A LOW, BRUSHY KNOLL, THE HIGHEST POINT IN THE
 DS1153'IMMEDIATE VICINITY.
 DS1153'
 DS1153'TO REACH THE STATION FROM THE THREE RIVERS POST OFFICE, GO NORTH
 DS1153'ON U. S. HIGHWAY 54 FOR 11.5 MILES TO A GRAVELED SIDE ROAD LEFT AT
 DS1153'THE SMALL SETTLEMENT OF OSCURO.  TURN LEFT AND GO WEST AND NORTHWEST
 DS1153'ON THE GRAVELED ROAD FOR 4.3 MILES TO A GRAVELED SIDE ROAD ON THE
 DS1153'LEFT.  TURN LEFT AND GO SOUTHWESTERLY ON THE GRAVELED ROAD FOR
 DS1153'1.5 MILES TO THE STATION ON THE RIGHT.  CONTINUE SOUTHWESTERLY ON
 DS1153'THE GRAVELED ROAD FOR 0.25 MILE TO THE AZIMUTH MARK ON THE LEFT.
 DS1153'
 DS1153'THE STATION MARK IS A STANDARD DISK, STAMPED DATE 1968, SET IN THE
 DS1153'TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT PROJECTS
 DS1153'3 INCHES ABOVE THE GROUND.  IT IS ABOUT 600 FEET NORTHWEST OF THE
 DS1153'GRAVELED ROAD AND 3.7 FEET SOUTHEAST OF A WITNESS POST.  THE
 DS1153'UNDERGROUND MARK IS 42 INCHES BELOW THE SURFACE OF THE GROUND.
 DS1153'
 DS1153'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED DATE NO 1 1968, SET IN
 DS1153'THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 DS1153'PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS 47.4 FEET NORTH OF THE
 DS1153'WITNESS POST AND ABOUT THE SAME ELEVATION AS THE STATION.
 DS1153'
 DS1153'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED DATE NO 2 1968, SET IN
 DS1153'THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 DS1153'PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS 48.2 FEET NORTHEAST OF THE
 DS1153'WITNESS POST AND ABOUT THE SAME ELEVATION AS THE STATION.
 DS1153'
 DS1153'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED DATE 1968, SET IN THE
 DS1153'TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT PROJECTS 1
 DS1153'FOOT ABOVE THE GROUND.  IT IS 32.4 FEET SOUTHWEST OF THE CENTERLINE
 DS1153'OF THE GRAVELED ROAD, 5.3 FEET SOUTHWEST OF A WITNESS POST AND 4.6
 DS1153'FEET NORTHEAST OF A TRIANGLE BLAZED POWER LINE POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ1048 ***********************************************************************
 EQ1048  CBN         -  This is a Cooperative Base Network Control Station.
 EQ1048  DESIGNATION -  DATIL
 EQ1048  PID         -  EQ1048
 EQ1048  STATE/COUNTY-  NM/CATRON
 EQ1048  USGS QUAD   -  ANDERSON PEAK (1963)
 EQ1048
 EQ1048                         *CURRENT SURVEY CONTROL
 EQ1048  ___________________________________________________________________
 EQ1048* NAD 83(1992)-  34 05 49.78434(N)    107 46 00.47172(W)     ADJUSTED  
 EQ1048* NAVD 88     -      2203.4    (meters)    7229.     (feet)  GPS OBS   
 EQ1048  ___________________________________________________________________
 EQ1048  X           -  -1,613,913.397 (meters)                     COMP
 EQ1048  Y           -  -5,036,777.782 (meters)                     COMP
 EQ1048  Z           -   3,556,599.604 (meters)                     COMP
 EQ1048  LAPLACE CORR-          -1.91  (seconds)                    DEFLEC99
 EQ1048  ELLIP HEIGHT-        2181.87  (meters)          (11/21/00) GPS OBS
 EQ1048  GEOID HEIGHT-         -21.52  (meters)                     GEOID03
 EQ1048
 EQ1048  HORZ ORDER  -  B
 EQ1048  ELLP ORDER  -  THIRD     CLASS I
 EQ1048
 EQ1048.The horizontal coordinates were established by GPS observations
 EQ1048.and adjusted by the National Geodetic Survey in September 1992..
 EQ1048
 EQ1048.The orthometric height was determined by GPS observations and a
 EQ1048.high-resolution geoid model.
 EQ1048
 EQ1048.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EQ1048
 EQ1048.The Laplace correction was computed from DEFLEC99 derived deflections.
 EQ1048
 EQ1048.The ellipsoidal height was determined by GPS observations
 EQ1048.and is referenced to NAD 83.
 EQ1048
 EQ1048.The geoid height was determined by GEOID03.
 EQ1048
 EQ1048;                    North         East     Units Scale Factor Converg.
 EQ1048;SPC NM W     -   343,438.056   836,139.362   MT  0.99991713   +0 02 14.3
 EQ1048;SPC NM W     - 1,126,763.02  2,743,233.89   sFT  0.99991713   +0 02 14.3
 EQ1048;SPC NM C     -   344,469.047   360,038.589   MT  1.00014141   -0 51 01.6
 EQ1048;SPC NM C     - 1,130,145.53  1,181,226.60   sFT  1.00014141   -0 51 01.6
 EQ1048;UTM  13      - 3,776,385.837   244,746.366   MT  1.00040324   -1 33 06.8
 EQ1048
 EQ1048!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EQ1048!SPC NM W     -   0.99965760  x   0.99991713  =   0.99957476
 EQ1048!SPC NM C     -   0.99965760  x   1.00014141  =   0.99979896
 EQ1048!UTM  13      -   0.99965760  x   1.00040324  =   1.00006070
 EQ1048
 EQ1048:                Primary Azimuth Mark                     Grid Az
 EQ1048:SPC NM W     -  DATIL AZ MK                              029 44 10.9
 EQ1048:SPC NM C     -  DATIL AZ MK                              030 37 26.8
 EQ1048:UTM  13      -  DATIL AZ MK                              031 19 32.0
 EQ1048
 EQ1048|---------------------------------------------------------------------|
 EQ1048| PID    Reference Object                     Distance      Geod. Az  |
 EQ1048|                                                           dddmmss.s |
 EQ1048| CD2789 DATIL AZ MK                                        0294625.2 |
 EQ1048| CD2790 DATIL RM 1                           17.145 METERS 09116     |
 EQ1048| CD2791 DATIL RM 2                           16.006 METERS 33201     |
 EQ1048|---------------------------------------------------------------------|
 EQ1048
 EQ1048                          SUPERSEDED SURVEY CONTROL
 EQ1048
 EQ1048  NAD 83(1992)-  34 05 49.78726(N)    107 46 00.47584(W) AD(       ) B
 EQ1048  ELLIP H (09/30/92) 2181.96   (m)                       GP(       ) 2 1
 EQ1048  NAD 83(1986)-  34 05 49.78726(N)    107 46 00.47584(W) AD(       ) 1
 EQ1048  NAD 27      -  34 05 49.57271(N)    107 45 58.30292(W) AD(       ) 1
 EQ1048  NGVD 29 (07/19/86) 2202.5    (m)         7226.     (f) VERT ANG       
 EQ1048
 EQ1048.Superseded values are not recommended for survey control.
 EQ1048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ1048.See file dsdata.txt to determine how the superseded data were derived.
 EQ1048
 EQ1048_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBT4474676386(NAD 83)
 EQ1048_MARKER: DD = SURVEY DISK
 EQ1048_SETTING: 66 = SET IN ROCK OUTCROP
 EQ1048_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 EQ1048_STAMPING: DATIL 1948
 EQ1048_MARK LOGO: CGS   
 EQ1048_MAGNETIC: N = NO MAGNETIC MATERIAL
 EQ1048_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EQ1048+STABILITY: POSITION/ELEVATION WELL
 EQ1048_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EQ1048+SATELLITE: SATELLITE OBSERVATIONS - February 12, 1992
 EQ1048
 EQ1048  HISTORY     - Date     Condition        Report By
 EQ1048  HISTORY     - 1948     MONUMENTED       CGS
 EQ1048  HISTORY     - 1948     GOOD             CGS
 EQ1048  HISTORY     - 19920212 GOOD             NGS
 EQ1048  HISTORY     - 20050616 GOOD             INDIV
 EQ1048
 EQ1048                          STATION DESCRIPTION
 EQ1048
 EQ1048'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (DHK)
 EQ1048'THE STATION IS LOCATED ABOUT 3.5 MILES AIR LINE EAST-SOUTHEAST OF
 EQ1048'THE TOWN OF DATIL.  ABOUT 1 MILE SOUTH OF U.S. HIGHWAY 60. ABOUT
 EQ1048'0.3 MILE EAST OF TRACK ROAD.  ON A LONE GRASSY KNOLL WHICH
 EQ1048'IS JUST EAST OF HIGHER HILLS WITH SCATTERED TREES.  THE MARK
 EQ1048'IS ON THE EAST END OF THE TOP OF THE KNOLL ABOUT 150 FEET EAST
 EQ1048'OF THE HIGHEST POINT.  IT PROJECTS 3 INCHES AND IS STAMPED,
 EQ1048'DATIL 1948.
 EQ1048'
 EQ1048'REFERENCE MARK NO. 1 IS ON THE EAST SLOPE OF THE HILL ABOUT 5
 EQ1048'FEET LOWER THAN THE STATION MARK.  THE MARK PROJECTS 6 INCHES AND
 EQ1048'IS STAMPED, DATIL NO 1 1948.
 EQ1048'
 EQ1048'REFERENCE MARK NO. 2 IS ON THE NORTHWEST SLOPE OF THE HILL
 EQ1048'ABOUT 6 FEET LOWER THAN THE STATION.  THE MARK PROJECTS 4
 EQ1048'INCHES AND IS STAMPED, DATIL NO 2 1948.
 EQ1048'
 EQ1048'THE AZIMUTH MARK IS 24 PACES SOUTH OF THE CENTER LINE OF U.S.
 EQ1048'HIGHWAY 60, 3 FEET EAST OF A WHITE WITNESS POST, AND 1 FOOT
 EQ1048'NORTH OF A FENCE LINE.  THE MARK PROJECTS 3 INCHES AND IS
 EQ1048'STAMPED, DATIL 1948.
 EQ1048'
 EQ1048'STATION IS REACHED FROM THE JUNCTION OF U.S. HIGHWAY 60 AND STATE
 EQ1048'HIGHWAY 12 IN THE TOWN OF DATIL, BY GOING EAST ON U.S. HIGHWAY
 EQ1048'60 FOR 3.7 MILES TO TRACK ROAD RIGHT.  (TO REACH AZIMUTH MARK
 EQ1048'FROM THIS POINT, CONTINUE EAST ON U.S. HIGHWAY 60 FOR 1.8
 EQ1048'MILE TO MARK ON RIGHT).  TO CONTINUE TO STATION FROM TRACK
 EQ1048'ROAD RIGHT, TURN RIGHT, SOUTH, CROSS CATTLE GUARD AND GO 2.1
 EQ1048'MILES ON TRACK ROAD TO WEST END OF SMALL GRASSY KNOLL.  TURN
 EQ1048'LEFT OFF ROAD AND DRIVE TO THE EAST END OF TOP OF KNOLL AND
 EQ1048'STATION SITE.  A DRIVE STATION.
 EQ1048
 EQ1048                          STATION RECOVERY (1948)
 EQ1048
 EQ1048'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948
 EQ1048'RECOVERED IN GOOD CONDITION.
 EQ1048
 EQ1048                          STATION RECOVERY (1992)
 EQ1048
 EQ1048'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 EQ1048'THE STATION IS LOCATED ABOUT 5.6 KM (3.5 MI) EAST-SOUTHEAST OF DATIL,
 EQ1048'1.6 KM (1.0 MI) SOUTH OF U.S. HIGHWAY 60 AND ON A LONE GRASSY KNOLL.
 EQ1048'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 60 AND STATE
 EQ1048'HIGHWAY 12 IN DATIL, GO EAST ON HIGHWAY 60 FOR 5.8 KM (3.6 MI) TO A
 EQ1048'DIRT CROSSROAD AT MILEPOST 81.  TURN RIGHT, SOUTH AND THEN EAST, ON
 EQ1048'THE DIRT ROAD FOR 4.2 KM (2.6 MI) TO A DIM TRACK ROAD ON THE LEFT.
 EQ1048'TURN LEFT, EAST, ON THE TRACK ROAD FOR 0.40 KM (0.25 MI) TO THE TOP
 EQ1048'AND ON TO THE EAST END OF A KNOLL (SNAKE HILL) AND THE STATION
 EQ1048'STRAIGHT AHEAD.
 EQ1048'THE STATION IS A STANDARD DISK SET IN A ROCK OUTCROP PROJECTING 7-CM.
 EQ1048'LOCATED 45.7 M (149.9 FT) EAST OF THE HIGHEST POINT.
 EQ1048
 EQ1048                          STATION RECOVERY (2005)
 EQ1048
 EQ1048'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (BHI)
 EQ1048'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ1076 ***********************************************************************
 EQ1076  DESIGNATION -  DAVENPORT
 EQ1076  PID         -  EQ1076
 EQ1076  STATE/COUNTY-  NM/CATRON
 EQ1076  USGS QUAD   -  MADRE MOUNTAIN (1995)
 EQ1076
 EQ1076                         *CURRENT SURVEY CONTROL
 EQ1076  ___________________________________________________________________
 EQ1076* NAD 83(1992)-  34 17 00.83455(N)    107 54 47.50346(W)     ADJUSTED  
 EQ1076* NAVD 88     -      2852.8    (meters)    9360.     (feet)  VERTCON   
 EQ1076  ___________________________________________________________________
 EQ1076  LAPLACE CORR-           0.89  (seconds)                    DEFLEC99
 EQ1076  GEOID HEIGHT-         -21.11  (meters)                     GEOID03
 EQ1076
 EQ1076  HORZ ORDER  -  THIRD
 EQ1076
 EQ1076.The horizontal coordinates were established by classical geodetic methods
 EQ1076.and adjusted by the National Geodetic Survey in December 1993..
 EQ1076
 EQ1076.The NAVD 88 height was computed by applying the VERTCON shift value to
 EQ1076.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EQ1076
 EQ1076.The Laplace correction was computed from DEFLEC99 derived deflections.
 EQ1076
 EQ1076.The geoid height was determined by GEOID03.
 EQ1076
 EQ1076;                    North         East     Units Scale Factor Converg.
 EQ1076;SPC NM W     -   364,114.111   822,647.178   MT  0.99991733   -0 02 41.9
 EQ1076;SPC NM W     - 1,194,597.71  2,698,968.28   sFT  0.99991733   -0 02 41.9
 EQ1076;UTM  13      - 3,797,440.101   231,827.398   MT  1.00048658   -1 38 31.0
 EQ1076
 EQ1076!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EQ1076!SPC NM W     -   0.99955568  x   0.99991733  =   0.99947305
 EQ1076!UTM  13      -   0.99955568  x   1.00048658  =   1.00004205
 EQ1076
 EQ1076:                Primary Azimuth Mark                     Grid Az
 EQ1076:SPC NM W     -  LOAF                                     176 23 01.7
 EQ1076:UTM  13      -  LOAF                                     177 58 50.8
 EQ1076
 EQ1076|---------------------------------------------------------------------|
 EQ1076| PID    Reference Object                     Distance      Geod. Az  |
 EQ1076|                                                           dddmmss.s |
 EQ1076| EQ1051 LOAF                                APPROX.14.1 KM 1762019.8 |
 EQ1076|---------------------------------------------------------------------|
 EQ1076
 EQ1076                          SUPERSEDED SURVEY CONTROL
 EQ1076
 EQ1076  NAD 83(1986)-  34 17 00.83752(N)    107 54 47.50697(W) AD(       ) 3
 EQ1076  NGVD 29 (04/24/90) 2851.7    (m)         9356.     (f) VERT ANG       
 EQ1076
 EQ1076.Superseded values are not recommended for survey control.
 EQ1076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ1076.See file dsdata.txt to determine how the superseded data were derived.
 EQ1076
 EQ1076_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBT3182797440(NAD 83)
 EQ1076_MARKER: Z = SEE DESCRIPTION
 EQ1076_SETTING: 0 = UNSPECIFIED SETTING
 EQ1076_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EQ1076
 EQ1076  HISTORY     - Date     Condition        Report By
 EQ1076  HISTORY     - 1964     MONUMENTED       USGS
 EQ1076
 EQ1076                          STATION DESCRIPTION
 EQ1076
 EQ1076'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 EQ1076'STATION LOCATED       MI. N. AND       MI. W. OF DATIL, AT THE
 EQ1076'DAVENPORT FIRE LOOKOUT, 4.0 FT. N. AND 16 FT. W. OF THE SW. CORNER
 EQ1076'OF THE FIRE LOOKOUT BUILDING.
 EQ1076'
 EQ1076'STATION MARK--A COPPER WELD ROD PROJECTING 12 IN. ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1485 ***********************************************************************
 GL1485  DESIGNATION -  DAVES
 GL1485  PID         -  GL1485
 GL1485  STATE/COUNTY-  NM/UNION
 GL1485  USGS QUAD   -  GOAT CANYON (1973)
 GL1485
 GL1485                         *CURRENT SURVEY CONTROL
 GL1485  ___________________________________________________________________
 GL1485* NAD 83(1992)-  36 19 14.89216(N)    103 30 41.03570(W)     ADJUSTED  
 GL1485* NAVD 88     -      1703.1    (meters)    5588.     (feet)  VERTCON   
 GL1485  ___________________________________________________________________
 GL1485  LAPLACE CORR-          -8.03  (seconds)                    DEFLEC99
 GL1485  GEOID HEIGHT-         -20.83  (meters)                     GEOID03
 GL1485
 GL1485  HORZ ORDER  -  THIRD
 GL1485
 GL1485.The horizontal coordinates were established by classical geodetic methods
 GL1485.and adjusted by the National Geodetic Survey in December 1993..
 GL1485
 GL1485.The NAVD 88 height was computed by applying the VERTCON shift value to
 GL1485.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GL1485
 GL1485.The Laplace correction was computed from DEFLEC99 derived deflections.
 GL1485
 GL1485.The geoid height was determined by GEOID03.
 GL1485
 GL1485;                    North         East     Units Scale Factor Converg.
 GL1485;SPC NM E     -   590,425.227   238,801.390   MT  0.99997618   +0 29 12.7
 GL1485;SPC NM E     - 1,937,086.77    783,467.56   sFT  0.99997618   +0 29 12.7
 GL1485;UTM  13      - 4,020,559.468   633,623.129   MT  0.99981999   +0 52 54.6
 GL1485
 GL1485!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GL1485!SPC NM E     -   0.99973605  x   0.99997618  =   0.99971224
 GL1485!UTM  13      -   0.99973605  x   0.99981999  =   0.99955609
 GL1485
 GL1485|---------------------------------------------------------------------|
 GL1485| PID    Reference Object                     Distance      Geod. Az  |
 GL1485|                                                           dddmmss.s |
 GL1485| CM7912 DAVES RM 1                            6.076 METERS 01857     |
 GL1485| GL0651 COMYFORD                            APPROX. 9.2 KM 0262919.1 |
 GL1485| CM7913 DAVES RM 2                            7.855 METERS 29149     |
 GL1485|---------------------------------------------------------------------|
 GL1485
 GL1485                          SUPERSEDED SURVEY CONTROL
 GL1485
 GL1485  NAD 83(1986)-  36 19 14.90133(N)    103 30 41.03245(W) AD(       ) 3
 GL1485  NAD 27      -  36 19 14.79360(N)    103 30 39.20740(W) AD(       ) 3
 GL1485  NGVD 29 (07/19/86) 1702.3    (m)         5585.     (f) VERT ANG       
 GL1485
 GL1485.Superseded values are not recommended for survey control.
 GL1485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1485.See file dsdata.txt to determine how the superseded data were derived.
 GL1485
 GL1485_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA3362320559(NAD 83)
 GL1485_MARKER: DS = TRIANGULATION STATION DISK
 GL1485_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL1485
 GL1485  HISTORY     - Date     Condition        Report By
 GL1485  HISTORY     - 1960     MONUMENTED       CGS
 GL1485  HISTORY     - 1970     GOOD             DMA
 GL1485
 GL1485                          STATION DESCRIPTION
 GL1485
 GL1485'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (HWK)
 GL1485'THE STATION IS APPROXIMATELY 20 MILES WEST-SOUTHWEST OF CLAYTON,
 GL1485'1.0 MILE SOUTH OF U.S. HIGHWAY 56 AND IN THE SOUTHEAST QUARTER
 GL1485'OF SECTION 10, T 24 N, R 32 E.  ON LAND OWNED BY MR. BOB DAVES.
 GL1485'
 GL1485'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 56 AND
 GL1485'STATE HIGHWAY 120 APPROXIMATELY 27 MILES WEST OF CLAYTON, GO
 GL1485'EAST ON HIGHWAY 56 FOR 8.4 MILES TO A SIDE ROAD ON THE RIGHT.
 GL1485'TURN RIGHT, SOUTH, FOR 0.8 MILE TO A CROSSROAD WHERE A POWER LINE
 GL1485'CROSSES THE ROAD.  CONTINUE SOUTH ON MAIN ROAD FOR 0.3 MILE TO A
 GL1485'TRACK ROAD RIGHT.  TURN RIGHT, WEST, FOR 0.15 MILE TO THE
 GL1485'ENTRANCE TO A GRAVEL PIT ON THE RIGHT.  TURN LEFT AND PICK WAY
 GL1485'SOUTH AND SOUTHWEST, UP HILL, FOR 0.15 MILE TO THE STATION.
 GL1485'
 GL1485'STATION MARKS ARE STANDARD DISK STAMPED DAVES 1960.  THE SURFACE
 GL1485'DISK IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.
 GL1485'IT IS 6.5 FEET NORTHEAST OF A STANDARD METAL WITNESS POST.  THE
 GL1485'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 14
 GL1485'INCHES BELOW THE SURFACE OF THE GROUND.
 GL1485'
 GL1485'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED DAVES NO 2 1960,
 GL1485'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS
 GL1485'22.5 FEET WEST OF THE STANDARD METAL WITNESS POST.
 GL1485'
 GL1485'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED DAVES NO 1 1960,
 GL1485'IS SET IN SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS 25
 GL1485'FEET NORTH OF THE STANDARD METAL WITNESS POST.
 GL1485'
 GL1485'NO AZIMUTH MARK WAS ESTABLISHED.
 GL1485'
 GL1485'NOTE.  REFERENCE MARKS WERE MEASURED WITH 5 KG TAPE TENSION.
 GL1485
 GL1485                          STATION RECOVERY (1970)
 GL1485
 GL1485'RECOVERY NOTE BY DEFENSE MAP AGENCY 1970 (CCS)
 GL1485'STATION MARK AND REFERENCE MARKS FOUND IN GOOD CONDITION AND
 GL1485'DESCRIPTION ADEQUATE.  DISTANCES TO R.M.S CHECKED.
 GL1485'
 GL1485'GRAVITY MEASUREMENTS ARE BEING MADE AT THIS STATION.
 GL1485'
 GL1485'ELEVATION HAS BEEN CHECKED BY SPIRIT LEVELING, 4LL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0916 ***********************************************************************
 CY0916  DESIGNATION -  DAVIS
 CY0916  PID         -  CY0916
 CY0916  STATE/COUNTY-  NM/GRANT
 CY0916  USGS QUAD   -  FORT BAYARD (1992)
 CY0916
 CY0916                         *CURRENT SURVEY CONTROL
 CY0916  ___________________________________________________________________
 CY0916* NAD 83(1992)-  32 45 45.68430(N)    108 08 16.96370(W)     ADJUSTED  
 CY0916* NAVD 88     -      1855.4    (meters)    6087.     (feet)  VERTCON   
 CY0916  ___________________________________________________________________
 CY0916  LAPLACE CORR-           3.22  (seconds)                    DEFLEC99
 CY0916  GEOID HEIGHT-         -23.52  (meters)                     GEOID03
 CY0916
 CY0916  HORZ ORDER  -  THIRD
 CY0916
 CY0916.The horizontal coordinates were established by classical geodetic methods
 CY0916.and adjusted by the National Geodetic Survey in December 1993..
 CY0916
 CY0916.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0916.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0916
 CY0916.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY0916
 CY0916.The geoid height was determined by GEOID03.
 CY0916
 CY0916;                    North         East     Units Scale Factor Converg.
 CY0916;SPC NM W     -   195,480.289   801,450.006   MT  0.99992671   -0 09 53.6
 CY0916;SPC NM W     -   641,338.25  2,629,423.89   sFT  0.99992671   -0 09 53.6
 CY0916;UTM  12      - 3,628,604.783   768,111.826   MT  1.00048647   +1 32 58.9
 CY0916
 CY0916!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY0916!SPC NM W     -   0.99971247  x   0.99992671  =   0.99963921
 CY0916!UTM  12      -   0.99971247  x   1.00048647  =   1.00019880
 CY0916
 CY0916:                Primary Azimuth Mark                     Grid Az
 CY0916:SPC NM W     -  CENTRAL CHURCH                           315 02 19.3
 CY0916:UTM  12      -  CENTRAL CHURCH                           313 19 26.8
 CY0916
 CY0916|---------------------------------------------------------------------|
 CY0916| PID    Reference Object                     Distance      Geod. Az  |
 CY0916|                                                           dddmmss.s |
 CY0916| CY0917 CENTRAL CHURCH                      APPROX. 1.9 KM 3145225.7 |
 CY0916|---------------------------------------------------------------------|
 CY0916
 CY0916                          SUPERSEDED SURVEY CONTROL
 CY0916
 CY0916  NAD 83(1986)-  32 45 45.68196(N)    108 08 16.96364(W) AD(       ) 3
 CY0916  NAD 27      -  32 45 45.40795(N)    108 08 14.80550(W) AD(       ) 3
 CY0916  NGVD 29 (07/19/86) 1854.5    (m)         6084.     (f) VERT ANG       
 CY0916
 CY0916.Superseded values are not recommended for survey control.
 CY0916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0916.See file dsdata.txt to determine how the superseded data were derived.
 CY0916
 CY0916_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYB6811228605(NAD 83)
 CY0916
 CY0916  HISTORY     - Date     Condition        Report By
 CY0916  HISTORY     - UNK      MONUMENTED
 CY0916  HISTORY     - 1945     GOOD             USGS
 CY0916
 CY0916                          STATION DESCRIPTION
 CY0916
 CY0916'DESCRIBED BY US GEOLOGICAL SURVEY 1945
 CY0916'LOCATED ON HIGHEST POINT OF HIGH PEAK OF LOW HILLS, 0.7 MI. DUE W. OF
 CY0916'BAYARD, AND ON THE ATCHISON-TOPEKA AND SANTA FE RAILROAD.
 CY0916'
 CY0916'STATION MARK--BRONZE TRIANGULATION TABLET, STAMPED ---V A B M 1931---,
 CY0916'CEMENTED IN 3 FT. SQUARE ROCK, AND PROJECTING 1 FT. ABOVE SURFACE.
 CY0916'
 CY0916'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0857 ***********************************************************************
 DR0857  DESIGNATION -  DAVIS
 DR0857  PID         -  DR0857
 DR0857  STATE/COUNTY-  NM/CHAVES
 DR0857  USGS QUAD   -  DEERING PLACE (1982)
 DR0857
 DR0857                         *CURRENT SURVEY CONTROL
 DR0857  ___________________________________________________________________
 DR0857* NAD 83(1992)-  33 53 18.92648(N)    104 21 04.60977(W)     ADJUSTED  
 DR0857* NAVD 88     -      1190.5    (meters)    3906.     (feet)  VERTCON   
 DR0857  ___________________________________________________________________
 DR0857  LAPLACE CORR-          -0.95  (seconds)                    DEFLEC99
 DR0857  GEOID HEIGHT-         -23.52  (meters)                     GEOID03
 DR0857
 DR0857  HORZ ORDER  -  SECOND
 DR0857
 DR0857.The horizontal coordinates were established by classical geodetic methods
 DR0857.and adjusted by the National Geodetic Survey in December 1993..
 DR0857
 DR0857.The NAVD 88 height was computed by applying the VERTCON shift value to
 DR0857.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DR0857
 DR0857.The Laplace correction was computed from DEFLEC99 derived deflections.
 DR0857
 DR0857.The geoid height was determined by GEOID03.
 DR0857
 DR0857;                    North         East     Units Scale Factor Converg.
 DR0857;SPC NM E     -   320,300.468   163,339.945   MT  0.99990912   -0 00 36.0
 DR0857;SPC NM E     - 1,050,852.45    535,891.14   sFT  0.99990912   -0 00 36.0
 DR0857;UTM  13      - 3,749,992.600   559,986.426   MT  0.99964436   +0 21 42.2
 DR0857
 DR0857!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR0857!SPC NM E     -   0.99981684  x   0.99990912  =   0.99972598
 DR0857!UTM  13      -   0.99981684  x   0.99964436  =   0.99946126
 DR0857
 DR0857|---------------------------------------------------------------------|
 DR0857| PID    Reference Object                     Distance      Geod. Az  |
 DR0857|                                                           dddmmss.s |
 DR0857| CJ6171 DAVIS RM 1                           15.311 METERS 19212     |
 DR0857| CJ6172 DAVIS RM 2                           15.328 METERS 28537     |
 DR0857| DR0860 WYLIE                               APPROX.13.5 KM 3015445.6 |
 DR0857|---------------------------------------------------------------------|
 DR0857
 DR0857                          SUPERSEDED SURVEY CONTROL
 DR0857
 DR0857  NAD 83(1986)-  33 53 18.93246(N)    104 21 04.60651(W) AD(       ) 2
 DR0857  NAD 27      -  33 53 18.62600(N)    104 21 02.71285(W) AD(       ) 2
 DR0857  NGVD 29 (07/19/86) 1189.9    (m)         3904.     (f) VERT ANG       
 DR0857
 DR0857.Superseded values are not recommended for survey control.
 DR0857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0857.See file dsdata.txt to determine how the superseded data were derived.
 DR0857
 DR0857_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SET5998649993(NAD 83)
 DR0857_MARKER: DD = SURVEY DISK
 DR0857_SETTING: 0 = UNSPECIFIED SETTING
 DR0857
 DR0857  HISTORY     - Date     Condition        Report By
 DR0857  HISTORY     - 1967     MONUMENTED       USGS
 DR0857
 DR0857                          STATION DESCRIPTION
 DR0857
 DR0857'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (WCN)
 DR0857'STATION IS LOCATED N 19 DEG E ABOUT 30 MI. (AIRLINE) FROM
 DR0857'JUNCTION OF U.S. HIGHWAYS 285 AND 70, S 86 DEG E ABOUT 15 MI.
 DR0857'(AIRLINE) FROM JUNCTION U.S. HIGHWAY 285 AND STATE HIGHWAY
 DR0857'20.  THE STATION IS ON THE BENEDICT BROTHERS RANCH, ABOUT 0.7
 DR0857'MI. N OF A E-W FENCE, ABOUT 0.7 MI. E OF A N-S RD. ON A
 DR0857'BROAD FLAT TOP, 39 FT. N. OF A DIM E-W TRACK RD., 5.0 FT. W.
 DR0857'OF A USGS WITNESS SIGN MOUNTED ON A METAL POST.  THE STATION
 DR0857'SITE CAN BE LOCATED FROM THE ROSWELL (NI 13-8) 1/250,000
 DR0857'SERIES MAP.
 DR0857'
 DR0857'STATION MARK--A USGS BRONZE TABLET CRIMPED TO A COPPERWELD ROD
 DR0857'DRIVEN (15.0 FT.) CENTERED IN AN ORANGEBURG TILE, 6 IN. IN
 DR0857'DIAMETER, 12 IN. LONG FILLED WITH GRAVEL.  THE TABLET IS FLUSH
 DR0857'WITH THE GROUND AND STAMPED DAVIS ET 1967.
 DR0857'
 DR0857'REFERENCE MARK NO. 1--A USGS BRONZE R.M. TABLET CRIMPED TO
 DR0857'A COPPERWELD ROD DRIVEN (10.0 FT.) CENTERED IN AN ORANGEBURG
 DR0857'TILE, 6 IN. IN DIAMETER, 12 IN. LONG FILLED WITH GRAVEL,
 DR0857'STAMPED DAVIS ET R.M. NO. 1 1967.
 DR0857'
 DR0857'REFERENCE MARK NO. 2--A USGS BRONZE R.M. TABLET CRIMPED TO A
 DR0857'COPPERWELD ROD DRIVEN (10.0 FT.) CENTERED IN AN ORANGEBURG
 DR0857'TILE, 6 IN. IN DIAMETER, 12 IN. LONG FILLED WITH GRAVEL,
 DR0857'STAMPED DAVIS ET R.M. NO. 2 1967.
 DR0857'
 DR0857'THE DISTANCE BETWEEN R.M.S IS 73.17 FT. (22.300 METERS)
 DR0857'HORIZONTAL DISTANCE.
 DR0857'
 DR0857'WYLIE ET 1967 IS VISIBLE FROM THE GROUND AT THIS STATION AND
 DR0857'WILL SERVE AS THE AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0959 ***********************************************************************
 DR0959  DESIGNATION -  DAVIS
 DR0959  PID         -  DR0959
 DR0959  STATE/COUNTY-  NM/LINCOLN
 DR0959  USGS QUAD   -  PEDERNAL ARROYO (1981)
 DR0959
 DR0959                         *CURRENT SURVEY CONTROL
 DR0959  ___________________________________________________________________
 DR0959* NAD 83(1992)-  33 50 06.84230(N)    105 21 15.78901(W)     ADJUSTED  
 DR0959* NAVD 88     -      1812.2    (meters)    5946.     (feet)  VERTCON   
 DR0959  ___________________________________________________________________
 DR0959  LAPLACE CORR-          -6.70  (seconds)                    DEFLEC99
 DR0959  GEOID HEIGHT-         -20.76  (meters)                     GEOID03
 DR0959
 DR0959  HORZ ORDER  -  SECOND
 DR0959
 DR0959.The horizontal coordinates were established by classical geodetic methods
 DR0959.and adjusted by the National Geodetic Survey in December 1993..
 DR0959
 DR0959.The NAVD 88 height was computed by applying the VERTCON shift value to
 DR0959.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DR0959
 DR0959.The Laplace correction was computed from DEFLEC99 derived deflections.
 DR0959
 DR0959.The geoid height was determined by GEOID03.
 DR0959
 DR0959;                    North         East     Units Scale Factor Converg.
 DR0959;SPC NM C     -   314,740.438   582,893.536   MT  0.99998468   +0 29 55.4
 DR0959;SPC NM C     - 1,032,610.92  1,912,376.54   sFT  0.99998468   +0 29 55.4
 DR0959;UTM  13      - 3,743,943.756   467,210.105   MT  0.99961325   -0 11 50.4
 DR0959
 DR0959!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR0959!SPC NM C     -   0.99971885  x   0.99998468  =   0.99970354
 DR0959!UTM  13      -   0.99971885  x   0.99961325  =   0.99933221
 DR0959
 DR0959|---------------------------------------------------------------------|
 DR0959| PID    Reference Object                     Distance      Geod. Az  |
 DR0959|                                                           dddmmss.s |
 DR0959| CJ6173 DAVIS RM 1                           13.487 METERS 03334     |
 DR0959| CJ6174 DAVIS RM 2                           13.319 METERS 12222     |
 DR0959| DR0952 BLOCK RESET                         APPROX.12.4 KM 1892421.4 |
 DR0959|---------------------------------------------------------------------|
 DR0959
 DR0959                          SUPERSEDED SURVEY CONTROL
 DR0959
 DR0959  NAD 83(1986)-  33 50 06.84707(N)    105 21 15.78886(W) AD(       ) 2
 DR0959  NAD 27      -  33 50 06.55503(N)    105 21 13.82429(W) AD(       ) 2
 DR0959  NGVD 29 (07/19/86) 1811.4    (m)         5943.     (f) VERT ANG       
 DR0959
 DR0959.Superseded values are not recommended for survey control.
 DR0959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0959.See file dsdata.txt to determine how the superseded data were derived.
 DR0959
 DR0959_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDT6721043944(NAD 83)
 DR0959_MARKER: DD = SURVEY DISK
 DR0959_SETTING: 0 = UNSPECIFIED SETTING
 DR0959
 DR0959  HISTORY     - Date     Condition        Report By
 DR0959  HISTORY     - 1972     MONUMENTED       USGS
 DR0959
 DR0959                          STATION DESCRIPTION
 DR0959
 DR0959'DESCRIBED BY US GEOLOGICAL SURVEY 1972 (JTD)
 DR0959'THE STATION IS LOCATED NORTH 32 DEGREES EAST ABOUT 24 MILES
 DR0959'AIRLINE FROM CAPITAN, NEW MEXICO, ON A BROAD GRASSY RIDGE ON
 DR0959'THE DAVIS RANCH, IN SECTION 34, TOWNSHIP 5 NORTH, RANGE 15 EAST.
 DR0959'
 DR0959'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 380 AND STATE HIGHWAY
 DR0959'48 IN CAPITAN, NEW MEXICO, GO NORTH ON STATE HIGHWAY 48 FOR 21.0
 DR0959'MILES.  TURN LEFT OFF HIGHWAY AND TAKE THE EAST ONE OF TWO ROADS
 DR0959'AND GO NORTH FOR 6.4 MILES TO A ROAD FORK.  TAKE LEFT FORK FOR
 DR0959'2.95 MILES TO T-ROAD EAST.  CONTINUE ON NORTH FOR 0.7 MILE TO
 DR0959'ROAD FORK.  TAKE LEFT FORK ACROSS CATTLEGUARD FOR 1.0 MILE TO
 DR0959'ROAD FORK.  TAKE LEFT FORK WEST FOR 1.85 MILES.  LEAVE ROAD AND
 DR0959'DRIVE SOUTHEAST FOR 0.15 MILE TO STATION SITE.  THE STATION IS
 DR0959'6.3 FEET SOUTHWEST OF USGS WITNESS SIGN ON METAL POST.
 DR0959'
 DR0959'THE STATION MARK AND REFERENCE MARKS ARE USGS BRASS TABLETS
 DR0959'SOLDERED TO COPPER COATED STEEL ROD DRIVEN TO REFUSAL AT THE
 DR0959'DEPTHS INDICATED, CENTERED IN GRAVEL FILLED PLASTIC TILE, 6 INCHES
 DR0959'IN DIAMETER AND 12 INCHES LONG.
 DR0959'
 DR0959'STATION MARK--ROD DRIVEN TO 10 FEET, TABLET STAMPED DAVIS ET 1972.
 DR0959'
 DR0959'REFERENCE MARK NO. 1--ROD DRIVEN TO 10 FEET, TABLET STAMPED
 DR0959'DAVIS ET NO. 1 1972.
 DR0959'
 DR0959'REFERENCE MARK NO. 2--ROD DRIVEN TO 10 FEET, TABLET STAMPED
 DR0959'DAVIS ET NO. 2 1972.
 DR0959'
 DR0959'STATION BLOCK 1933 ET 1972 IS VISIBLE FROM THE GROUND TO SERVE
 DR0959'AS AZIMUTH MARK.
 DR0959'
 DR0959'ALL OBSERVATIONS MADE FROM A STANDARD TRIPOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM1059 ***********************************************************************
 FM1059  DESIGNATION -  DAVIS
 FM1059  PID         -  FM1059
 FM1059  STATE/COUNTY-  NM/HARDING
 FM1059  USGS QUAD   -  ARROYO DEL ALAMO (1973)
 FM1059
 FM1059                         *CURRENT SURVEY CONTROL
 FM1059  ___________________________________________________________________
 FM1059* NAD 83(1992)-  35 46 45.62901(N)    103 49 36.26770(W)     ADJUSTED  
 FM1059* NAVD 88     -      1633.1    (meters)    5358.     (feet)  VERTCON   
 FM1059  ___________________________________________________________________
 FM1059  LAPLACE CORR-          -5.85  (seconds)                    DEFLEC99
 FM1059  GEOID HEIGHT-         -21.12  (meters)                     GEOID03
 FM1059
 FM1059  HORZ ORDER  -  SECOND
 FM1059
 FM1059.The horizontal coordinates were established by classical geodetic methods
 FM1059.and adjusted by the National Geodetic Survey in December 1993..
 FM1059
 FM1059.The NAVD 88 height was computed by applying the VERTCON shift value to
 FM1059.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FM1059
 FM1059.The Laplace correction was computed from DEFLEC99 derived deflections.
 FM1059
 FM1059.The geoid height was determined by GEOID03.
 FM1059
 FM1059;                    North         East     Units Scale Factor Converg.
 FM1059;SPC NM E     -   530,154.929   210,799.161   MT  0.99993493   +0 17 46.3
 FM1059;SPC NM E     - 1,739,349.96    691,596.91   sFT  0.99993493   +0 17 46.3
 FM1059;UTM  13      - 3,960,109.459   606,039.198   MT  0.99973856   +0 41 09.7
 FM1059
 FM1059!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FM1059!SPC NM E     -   0.99974706  x   0.99993493  =   0.99968201
 FM1059!UTM  13      -   0.99974706  x   0.99973856  =   0.99948569
 FM1059
 FM1059|---------------------------------------------------------------------|
 FM1059| PID    Reference Object                     Distance      Geod. Az  |
 FM1059|                                                           dddmmss.s |
 FM1059| CJ6169 DAVIS RM 1                           17.070 METERS 17747     |
 FM1059| CJ6170 DAVIS RM 2                           21.439 METERS 30337     |
 FM1059| CJ6168 DAVIS AZ MK                                        3473322.4 |
 FM1059|---------------------------------------------------------------------|
 FM1059
 FM1059                          SUPERSEDED SURVEY CONTROL
 FM1059
 FM1059  NAD 83(1986)-  35 46 45.63766(N)    103 49 36.26443(W) AD(       ) 2
 FM1059  NAD 27      -  35 46 45.49540(N)    103 49 34.38340(W) AD(       ) 2
 FM1059  NGVD 29 (07/19/86) 1632.4    (m)         5356.     (f) VERT ANG       
 FM1059
 FM1059.Superseded values are not recommended for survey control.
 FM1059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM1059.See file dsdata.txt to determine how the superseded data were derived.
 FM1059
 FM1059_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFV0603960109(NAD 83)
 FM1059_MARKER: DS = TRIANGULATION STATION DISK
 FM1059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM1059
 FM1059  HISTORY     - Date     Condition        Report By
 FM1059  HISTORY     - 1960     MONUMENTED       CGS
 FM1059
 FM1059                          STATION DESCRIPTION
 FM1059
 FM1059'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (HWK)
 FM1059'THE STATION IS APPROXIMATELY 7-1/2 MILES EAST OF MOSQUERO, 1-1/2
 FM1059'MILES SOUTHWEST OF THE JUNCTION OF STATE HIGHWAYS 39 AND 65,
 FM1059'1 MILE SOUTH OF HIGHWAY 39, ON A HIGH, FLAT MESA WHICH IS
 FM1059'SPARSELY COVERED WITH JUNIPER BUSHES, ON PROPERTY OWNED BY THE
 FM1059'MITCHELL RANCH.
 FM1059'
 FM1059'TO REACH THE STATION FROM THE POST OFFICE IN MOSQUERO, GO EAST
 FM1059'ON STATE HIGHWAY 39 FOR 7.4 MILES TO A WIRE GATE ON THE
 FM1059'RIGHT, JUST BEFORE STARTING DOWNHILL ON HIGHWAY 39.  TURN RIGHT,
 FM1059'PASSING THROUGH THE GATE (THE AZIMUTH MARK IS JUST EAAST OF THE
 FM1059'GATE) AND GO SOUTH ON A TRACK ROAD 0.7 MILE TO A FORK.  TAKE
 FM1059'THE LEFT FORK AND CONTINUE SOUTH 0.45 MILE, THEN BEAR LEFT,
 FM1059'LEAVING THE TRACK ROAD AND GO EAST ACROSS PRAIRIE 0.1 MILE TO A
 FM1059'LONE JUNIPER BUSH AT THE EAST EDGE OF THE RIDGE AND THE
 FM1059'STATION.
 FM1059'
 FM1059'STATION MARKS ARE STANDARD DISKS STAMPED DAVIS 1960.  THE
 FM1059'SURFACE DISK IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS
 FM1059'6 INCHES.  IT IS 60 FEET WEST OF WHERE THE HILL DROPS OFF TO THE
 FM1059'EAST AND 35 FEET SOUTHEAST OF THE LONE JUNIPER TREE.  THE
 FM1059'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE
 FM1059'12 INCHES BELOW THE SURFACE OF THE GROUND.
 FM1059'
 FM1059'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED DAVIS NO 1 1960,
 FM1059'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.  IT
 FM1059'IS ON THE SOUTH POINT OF THE RIDGE.
 FM1059'
 FM1059'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED DAVIS NO 2 1960,
 FM1059'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.  IT
 FM1059'IS 42 FEET WEST OF THE LONE JUNIPER TREE.
 FM1059'
 FM1059'AZIMUTH MARK IS A STANDARD DISK STAMPED DAVIS 1960, SET IN A
 FM1059'SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS 77 FEET
 FM1059'SOUTHWEST OF THE PAINTED CENTER LINE OF HIGHWAY 39, 43 FEET
 FM1059'EAST OF THE EAST GATE POST, 1.7 FEET WEST OF A STANDARD METAL
 FM1059'WITNESS POST AND 6 INCHES SOUTH OF A WIRE FENCE.
 FM1059'
 FM1059'REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1549 ***********************************************************************
 CX1549  DESIGNATION -  DAVISON
 CX1549  PID         -  CX1549
 CX1549  STATE/COUNTY-  NM/OTERO
 CX1549  USGS QUAD   -  DESERT SW (1955)
 CX1549
 CX1549                         *CURRENT SURVEY CONTROL
 CX1549  ___________________________________________________________________
 CX1549* NAD 83(1992)-  32 04 25.97833(N)    106 09 09.16831(W)     ADJUSTED  
 CX1549* NAVD 88     -      1284.     (meters)    4213.     (feet)  SCALED    
 CX1549  ___________________________________________________________________
 CX1549  LAPLACE CORR-           3.94  (seconds)                    DEFLEC99
 CX1549  GEOID HEIGHT-         -23.38  (meters)                     GEOID03
 CX1549
 CX1549  HORZ ORDER  -  SECOND
 CX1549
 CX1549.The horizontal coordinates were established by classical geodetic methods
 CX1549.and adjusted by the National Geodetic Survey in December 1993..
 CX1549
 CX1549.The orthometric height was scaled from a topographic map.
 CX1549
 CX1549.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1549
 CX1549.The geoid height was determined by GEOID03.
 CX1549
 CX1549;                    North         East     Units Scale Factor Converg.
 CX1549;SPC NM C     -   119,063.042   509,200.353   MT  0.99990104   +0 03 06.3
 CX1549;SPC NM C     -   390,626.00  1,670,601.49   sFT  0.99990104   +0 03 06.3
 CX1549;SPC TX C     - 3,281,238.690   150,785.023   MT  1.00005675   -2 59 50.1
 CX1549;SPC TX C     -10,765,197.27    494,700.53   sFT  1.00005675   -2 59 50.1
 CX1549;UTM  13      - 3,549,206.126   391,219.962   MT  0.99974593   -0 36 43.5
 CX1549
 CX1549!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1549!SPC NM C     -   0.99980216  x   0.99990104  =   0.99970322
 CX1549!SPC TX C     -   0.99980216  x   1.00005675  =   0.99985890
 CX1549!UTM  13      -   0.99980216  x   0.99974593  =   0.99954814
 CX1549
 CX1549|---------------------------------------------------------------------|
 CX1549| PID    Reference Object                     Distance      Geod. Az  |
 CX1549|                                                           dddmmss.s |
 CX1549| CC7233 DAVISON RM 2                          9.476 METERS 16237     |
 CX1549| CC7231 DAVISON AZ MK                                      2452957.7 |
 CX1549| CC7232 DAVISON RM 1                         14.450 METERS 30544     |
 CX1549| CX1552 THREE BUTTES                        APPROX. 6.8 KM 3545748.3 |
 CX1549|---------------------------------------------------------------------|
 CX1549
 CX1549                          SUPERSEDED SURVEY CONTROL
 CX1549
 CX1549  NAD 83(1986)-  32 04 25.98104(N)    106 09 09.16604(W) AD(       ) 2
 CX1549  NAD 27      -  32 04 25.61500(N)    106 09 07.23500(W) AD(       ) 2
 CX1549
 CX1549.Superseded values are not recommended for survey control.
 CX1549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1549.See file dsdata.txt to determine how the superseded data were derived.
 CX1549
 CX1549_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR9122049206(NAD 83)
 CX1549_MARKER: DS = TRIANGULATION STATION DISK
 CX1549_SETTING: 66 = SET IN ROCK OUTCROP
 CX1549_SP_SET: PARTIALLY EXPOSED BEDROCK
 CX1549
 CX1549  HISTORY     - Date     Condition        Report By
 CX1549  HISTORY     - 1943     MONUMENTED       CGS
 CX1549  HISTORY     - 1955     GOOD             AMS
 CX1549
 CX1549                          STATION DESCRIPTION
 CX1549
 CX1549'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (EHB)
 CX1549'STATION IS A BRONZE STATION DISK SET IN BEDROCK FLUSH WITH
 CX1549'THE GROUND.  IT IS STAMPED DAVISON 1943.
 CX1549'
 CX1549'REFERENCE MARK 1 IS 47.410 FEET (14.450 METERS) NW OF THE
 CX1549'STATION.  IT IS A BRONZE REFERENCE DISK SET IN BEDROCK FLUSH
 CX1549'WITH THE GROUND.  STAMPED DAVISON 1943 NO 1.
 CX1549'
 CX1549'REFERENCE MARK 2 IS 31.090 FEET (9.476 METERS) SSE OF STATION.
 CX1549'IT IS A BRONZE REFERENCE DISK SET IN BEDROCK FLUSH WITH THE
 CX1549'GROUND.  STAMPED DAVISON 1943 NO 2.
 CX1549'
 CX1549'AZIMUTH MARK IS ABOUT 0.3 MILE WSW OF STATION, 21 FEET N OF
 CX1549'MAIN TRAVELED ROAD, 3-1/2 FEET N OF A 4- BY 4-INCH WHITE WITNESS
 CX1549'POST.  A BRONZE AZIMUTH DISK SET IN THE TOP OF A 10-INCH
 CX1549'CONCRETE POST PROJECTING 6 INCHES ABOVE THE GROUND.  STAMPED
 CX1549'DAVISON 1943.
 CX1549'
 CX1549'TO REACH STATION FROM EL PASO FOLLOW U.S. HIGHWAY 54 FOR 20.5
 CX1549'MILES N TO NEWMAN.  GO E ACROSS THE TRACKS JUST S OF THE
 CX1549'DEPOT TO A GATE IN E RAILROAD RIGHT-OF-WAY FENCE, PASS THROUGH
 CX1549'GATE AND TAKE ROAD FORK TO LEFT FOR 1.6 MILES TO WHERE ROAD
 CX1549'FORKS AGAIN, TAKE RIGHT FORK AND PROCEED ALONG THE MAIN TRAVELED
 CX1549'ROAD FOR 5.0 MILES TO A FENCE AND WIRE GATE.  GO THROUGH
 CX1549'GATE AND PROCEED FOR 1.15 MILES TO FORKS OF ROAD, TAKE LEFT
 CX1549'FORK AND GO FOR 3.15 MILES TO ANOTHER GATE, PASS THROUGH GATE
 CX1549'AND CONTINUE FOR 1.15 MILES TO DIM FORKS OF ROAD, TAKE RIGHT
 CX1549'FORK AND FOLLOW IT FOR 0.2 MILE TO WHERE ROAD PASSES ON SAND
 CX1549'DUNE.  STATION IS ABOUT 100 YARDS N OF THE ROAD ON HIGHEST
 CX1549'PART OF THE SAND DUNE WHICH IS THE HIGHEST DUNE IN THE
 CX1549'VICINITY.
 CX1549'
 CX1549'NOTE--ARROWS ON THE REFERENCE MARKS DO NOT POINT TOWARD THE
 CX1549'STATION.
 CX1549
 CX1549                          STATION RECOVERY (1955)
 CX1549
 CX1549'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1955
 CX1549'THE STATION WAS RECOVERED AS DESCRIBED.
 CX1549'
 CX1549'THE AZIMUTH MARK WAS FOUND DESTROYED.
 CX1549'
 CX1549'THE STATION IS 112 FEET ENE OF CENTER OF LARGE LONE BUSH.  134
 CX1549'FEET NE OF CENTER OF MOST WESTERLY OF TWO BUSHES.  135 FEET NE
 CX1549'OF CENTER OF MOST EASTERLY OF TWO BUSHES.  197 FEET NNE OF
 CX1549'CENTER OF VERY LARGE BUSH.  AND 19 FEET N OF POLE IN CENTER
 CX1549'OF LARGE CONCRETE BLOCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR1038 ***********************************************************************
 DR1038  DESIGNATION -  DAWG 1
 DR1038  PID         -  DR1038
 DR1038  STATE/COUNTY-  NM/CHAVES
 DR1038  USGS QUAD   -  BITTER LAKE (1975)
 DR1038
 DR1038                         *CURRENT SURVEY CONTROL
 DR1038  ___________________________________________________________________
 DR1038* NAD 83(1992)-  33 25 33.49863(N)    104 22 46.18332(W)     ADJUSTED  
 DR1038* NAVD 88     -      1141.     (meters)    3743.     (feet)  SCALED    
 DR1038  ___________________________________________________________________
 DR1038  LAPLACE CORR-           0.79  (seconds)                    DEFLEC99
 DR1038  GEOID HEIGHT-         -23.23  (meters)                     GEOID03
 DR1038
 DR1038  HORZ ORDER  -  THIRD
 DR1038
 DR1038.The horizontal coordinates were established by classical geodetic methods
 DR1038.and adjusted by the National Geodetic Survey in December 1993..
 DR1038
 DR1038.The orthometric height was scaled from a topographic map.
 DR1038
 DR1038.The Laplace correction was computed from DEFLEC99 derived deflections.
 DR1038
 DR1038.The geoid height was determined by GEOID03.
 DR1038
 DR1038;                    North         East     Units Scale Factor Converg.
 DR1038;SPC NM E     -   268,994.010   160,707.249   MT  0.99990932   -0 01 31.5
 DR1038;SPC NM E     -   882,524.51    527,253.70   sFT  0.99990932   -0 01 31.5
 DR1038;UTM  13      - 3,698,683.911   557,685.263   MT  0.99964102   +0 20 30.6
 DR1038
 DR1038!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR1038!SPC NM E     -   0.99982462  x   0.99990932  =   0.99973396
 DR1038!UTM  13      -   0.99982462  x   0.99964102  =   0.99946571
 DR1038
 DR1038                          SUPERSEDED SURVEY CONTROL
 DR1038
 DR1038  NAD 83(1986)-  33 25 33.50312(N)    104 22 46.17901(W) AD(       ) 3
 DR1038
 DR1038.Superseded values are not recommended for survey control.
 DR1038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR1038.See file dsdata.txt to determine how the superseded data were derived.
 DR1038
 DR1038_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES5768598684(NAD 83)
 DR1038_MARKER: DS = TRIANGULATION STATION DISK
 DR1038_SETTING: 66 = SET IN ROCK OUTCROP
 DR1038_SP_SET: SET IN ROCK OUTCROP
 DR1038_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DR1038+STABILITY: POSITION/ELEVATION WELL
 DR1038
 DR1038  HISTORY     - Date     Condition        Report By
 DR1038  HISTORY     - 1948     MONUMENTED       USGS
 DR1038  HISTORY     - 20020131 MARK NOT FOUND   USPSQD
 DR1038
 DR1038                          STATION DESCRIPTION
 DR1038
 DR1038'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 DR1038'LOCATED IN SW. 1/4 SEC. 23, T 10 S, R 25 E, ABOUT 8.5 MI. E. AND 2.0
 DR1038'MI. N. OF COURTHOUSE IN ROSWELL, NEW MEXICO, ABOUT 2.0 MI. N. OF U.S.
 DR1038'HIGHWAY 380 WHERE THE HIGHWAY CROSSES SUMMIT OF COMMANCHE HILL, ABOUT
 DR1038'90 FT. E. OF THE EDGE OF THE ESCARPMENT.
 DR1038'
 DR1038'TO REACH STATION FROM COURTHOUSE IN ROSWELL, NEW MEXICO, FOLLOW U.S.
 DR1038'HIGHWAY 380 E. 8.9 MI. TO SUMMIT OF COMMANCHE HILL, TURN N. THROUGH
 DR1038'WIRE GATE, FOLLOW DIM RD. 1.1 MI. TO WHERE RD. CROSSES DRAIN AND TURNS
 DR1038'NE., LEAVE RD., DRIVE NW. OVER DIVIDE 1.0 MI. TO HIGHEST POINT ON SPUR
 DR1038'RIDGE WHICH IS SOMEWHAT LOWER THAN HILL TO THE SE., STATION IS NEAR
 DR1038'EDGE OF ESCARPMENT ABOUT 150 FT. N. OF TWO LARGE BUSHES.
 DR1038'
 DR1038'STATION MARK--STANDARD TABLET CEMENTED IN ROCK OUTCROP.  ROCK CAIRN
 DR1038'STAMPED---DAWG NO. 1 1948---.
 DR1038'
 DR1038'REFERENCE MARK NO. 1--A 1/2 IN. IRON ROD DRIVEN 2 FT. INTO GROUND AND
 DR1038'PROTRUDING 1 FT. ABOVE GROUND, SET UNDER A SMALL ROCK CAIRN 51.20 FT.
 DR1038'FROM STATION.
 DR1038'
 DR1038'REFERENCE MARK NO. 2--A 1/2 IN. SOLID IRON ROD DRIVEN 2 FT. INTO
 DR1038'GROUND AND PROTRUDING 1 FT. ABOVE GROUND, SET UNDER A SMALL ROCK CAIRN
 DR1038'51.25 FT. FROM STATION.
 DR1038
 DR1038                          STATION RECOVERY (2002)
 DR1038
 DR1038'RECOVERY NOTE BY US POWER SQUADRON 2002 (RLF)
 DR1038'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0757 ***********************************************************************
 GM0757  DESIGNATION -  DAWSON
 GM0757  PID         -  GM0757
 GM0757  STATE/COUNTY-  NM/COLFAX
 GM0757  USGS QUAD   -  HOUSE CANYON (1987)
 GM0757
 GM0757                         *CURRENT SURVEY CONTROL
 GM0757  ___________________________________________________________________
 GM0757* NAD 83(1992)-  36 42 11.17368(N)    104 54 51.91138(W)     ADJUSTED  
 GM0757* NAVD 88     -      2447.6    (meters)    8030.     (feet)  VERTCON   
 GM0757  ___________________________________________________________________
 GM0757  LAPLACE CORR-          -7.25  (seconds)                    DEFLEC99
 GM0757  GEOID HEIGHT-         -17.44  (meters)                     GEOID03
 GM0757
 GM0757  HORZ ORDER  -  SECOND
 GM0757
 GM0757.The horizontal coordinates were established by classical geodetic methods
 GM0757.and adjusted by the National Geodetic Survey in December 1993..
 GM0757
 GM0757.The NAVD 88 height was computed by applying the VERTCON shift value to
 GM0757.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GM0757
 GM0757.The Laplace correction was computed from DEFLEC99 derived deflections.
 GM0757
 GM0757.The geoid height was determined by GEOID03.
 GM0757
 GM0757;                    North         East     Units Scale Factor Converg.
 GM0757;SPC NM E     -   632,688.486   113,080.576   MT  0.99994229   -0 20 50.3
 GM0757;SPC NM E     - 2,075,745.47    370,998.52   sFT  0.99994229   -0 20 50.3
 GM0757;UTM  13      - 4,061,940.946   507,644.091   MT  0.99960072   +0 03 04.1
 GM0757
 GM0757!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GM0757!SPC NM E     -   0.99961877  x   0.99994229  =   0.99956108
 GM0757!UTM  13      -   0.99961877  x   0.99960072  =   0.99921964
 GM0757
 GM0757                          SUPERSEDED SURVEY CONTROL
 GM0757
 GM0757  NAD 83(1992)-  36 42 11.17970(N)    104 54 51.91335(W) AD(       ) 2
 GM0757  NAD 83(1986)-  36 42 11.18076(N)    104 54 51.91322(W) AD(       ) 2
 GM0757  NAD 27      -  36 42 11.06210(N)    104 54 49.91500(W) AD(       ) 2
 GM0757  NGVD 29 (07/19/86) 2446.5    (m)         8027.     (f) VERT ANG       
 GM0757
 GM0757.Superseded values are not recommended for survey control.
 GM0757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0757.See file dsdata.txt to determine how the superseded data were derived.
 GM0757
 GM0757_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEA0764461941(NAD 83)
 GM0757_MARKER: DD = SURVEY DISK
 GM0757_SETTING: 80 = SET IN A BOULDER
 GM0757_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GM0757+STABILITY: SURFACE MOTION
 GM0757
 GM0757  HISTORY     - Date     Condition        Report By
 GM0757  HISTORY     - 1949     MONUMENTED       USGS
 GM0757  HISTORY     - 1961     GOOD             CGS
 GM0757
 GM0757                          STATION DESCRIPTION
 GM0757
 GM0757'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 GM0757'THE MARK WAS RECOVERED AS DESCRIBED.  IT IS SET IN THE TOP OF
 GM0757'A BOULDER IMBEDDED IN THE GROUND.  THE BOULDER AT THIS TIME
 GM0757'WAS LOOSE.  THE DISTANCE TO TRIANGULATION STATION CARIZOSA 1949
 GM0757'WAS FOUND TO BE 0.09 FOOT LONGER THAN PREVIOUSLY MEASURED.
 GM0757'
 GM0757'THE TRAVERSE CONNECTION WAS MADE WITH A 30 METER TAPE USING
 GM0757'5 KGS. TAPE TENSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0361 ***********************************************************************
 DR0361  DESIGNATION -  DAY
 DR0361  PID         -  DR0361
 DR0361  STATE/COUNTY-  NM/CHAVES
 DR0361  USGS QUAD   -  PETERS LAKE (1975)
 DR0361
 DR0361                         *CURRENT SURVEY CONTROL
 DR0361  ___________________________________________________________________
 DR0361* NAD 83(1992)-  33 13 04.45448(N)    104 33 16.83725(W)     ADJUSTED  
 DR0361* NAVD 88     -      1145.021  (meters)    3756.62   (feet)  ADJUSTED  
 DR0361  ___________________________________________________________________
 DR0361  LAPLACE CORR-          -2.86  (seconds)                    DEFLEC99
 DR0361  GEOID HEIGHT-         -23.00  (meters)                     GEOID03
 DR0361  DYNAMIC HT  -        1143.445 (meters)    3751.45  (feet)  COMP
 DR0361  MODELED GRAV-     979,221.4   (mgal)                       NAVD 88
 DR0361
 DR0361  HORZ ORDER  -  SECOND
 DR0361  VERT ORDER  -  SECOND    CLASS 0
 DR0361
 DR0361.The horizontal coordinates were established by classical geodetic methods
 DR0361.and adjusted by the National Geodetic Survey in December 1993..
 DR0361
 DR0361.The orthometric height was determined by differential leveling
 DR0361.and adjusted by the National Geodetic Survey in June 1991..
 DR0361
 DR0361.The Laplace correction was computed from DEFLEC99 derived deflections.
 DR0361
 DR0361.The geoid height was determined by GEOID03.
 DR0361
 DR0361.The dynamic height is computed by dividing the NAVD 88
 DR0361.geopotential number by the normal gravity value computed on the
 DR0361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0361.degrees latitude (g = 980.6199 gals.).
 DR0361
 DR0361.The modeled gravity was interpolated from observed gravity values.
 DR0361
 DR0361;                    North         East     Units Scale Factor Converg.
 DR0361;SPC NM E     -   245,940.144   144,367.574   MT  0.99991434   -0 07 16.5
 DR0361;SPC NM E     -   806,888.62    473,645.95   sFT  0.99991434   -0 07 16.5
 DR0361;UTM  13      - 3,675,532.575   541,497.826   MT  0.99962123   +0 14 38.3
 DR0361
 DR0361!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR0361!SPC NM E     -   0.99982388  x   0.99991434  =   0.99973823
 DR0361!UTM  13      -   0.99982388  x   0.99962123  =   0.99944517
 DR0361
 DR0361:                Primary Azimuth Mark                     Grid Az
 DR0361:SPC NM E     -  WALKER AZ MK                             008 52 44.7
 DR0361:UTM  13      -  WALKER AZ MK                             008 30 49.9
 DR0361
 DR0361|---------------------------------------------------------------------|
 DR0361| PID    Reference Object                     Distance      Geod. Az  |
 DR0361|                                                           dddmmss.s |
 DR0361| DR0882 WALKER AZ MK                        APPROX.10.1 KM 0084528.2 |
 DR0361| DR0888 WALKER AFB WATER TANK               APPROX.11.1 KM 0191653.1 |
 DR0361| DR0884 GOODIN RANCH HOUSE CHIMNEY          APPROX. 6.1 KM 0421938.7 |
 DR0361| DR0362 DAY RM 1                             17.185 METERS 06656     |
 DR0361| DR0864 DEXTER WATER TANK                   APPROX.17.4 KM 0980140.3 |
 DR0361| DR0866 HAGERMAN MUNICIPAL TANK             APPROX.24.3 KM 1181016.2 |
 DR0361| DR0363 DAY RM 2                             15.358 METERS 16123     |
 DR0361| DR0356 C 91                                               2165349.3 |
 DR0361|---------------------------------------------------------------------|
 DR0361
 DR0361                          SUPERSEDED SURVEY CONTROL
 DR0361
 DR0361  NAD 83(1986)-  33 13 04.46007(N)    104 33 16.83150(W) AD(       ) 2
 DR0361  NAD 27      -  33 13 04.08500(N)    104 33 14.94700(W) AD(       ) 2
 DR0361  NGVD 29 (??/??/92) 1144.455  (m)         3754.77   (f) ADJ UNCH    2 0
 DR0361
 DR0361.Superseded values are not recommended for survey control.
 DR0361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0361.See file dsdata.txt to determine how the superseded data were derived.
 DR0361
 DR0361_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES4149875533(NAD 83)
 DR0361_MARKER: DS = TRIANGULATION STATION DISK
 DR0361_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR0361_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DR0361_STAMPING: DAY 1943
 DR0361_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR0361+STABILITY: SURFACE MOTION
 DR0361
 DR0361  HISTORY     - Date     Condition        Report By
 DR0361  HISTORY     - 1943     MONUMENTED       CGS
 DR0361  HISTORY     - 1945     GOOD             NGS
 DR0361  HISTORY     - 1960     GOOD             CGS
 DR0361  HISTORY     - 1961     GOOD             CGS
 DR0361  HISTORY     - 1965     GOOD             CGS
 DR0361
 DR0361                          STATION DESCRIPTION
 DR0361
 DR0361'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (EHB)
 DR0361'STATION IS LOCATED 18.5 MILES AIRLINE NW OF LAKE ARTHUR AND
 DR0361'12.5* MILES AIRLINE S OF ROSWELL, 1.25 MILES W OF THE J.F. DAY
 DR0361'RANCHHOUSE, ON A ROUND-TOPPED RISE, 127 FEET W OF CENTER LINE OF
 DR0361'S. HWY 13, AND 8 FEET S OF A 4- BY 4-INCH WOODEN MARKER POST.
 DR0361'A BRONZE STATION DISK SET IN A SQUARE-TOPPED CONCRETE POST
 DR0361'FLUSH WITH THE GROUND.  STAMPED DAY 1943.
 DR0361'
 DR0361'UNDERGROUND IS A BRONZE STATION DISK SET IN A CONCRETE POST
 DR0361'24 INCHES BELOW THE SURFACE OF THE GROUND.  STAMPED DAY 1943.
 DR0361'
 DR0361'REFERENCE MARK 1 IS ENE OF THE STATION.  A BRONZE REFERENCE
 DR0361'DISK SET IN A SQUARE-TOPPED CONCRETE POST FLUSH WITH THE
 DR0361'GROUND.  STAMPED DAY NO 1 1943.
 DR0361'
 DR0361'REFERENCE MARK 2 IS S OF THE STATION.  A BRONZE REFERENCE DISK
 DR0361'SET IN A SQUARE-TOPPED CONCRETE POST FLUSH WITH THE GROUND.
 DR0361'STAMPED DAY NO 2 1943.
 DR0361'
 DR0361'AZIMUTH MARK IS 0.75 MILE SW OF THE STATION, 50 FEET SE OF THE
 DR0361'CENTER LINE OF STATE HIGHWAY 13, AND 3 FEET W OF A 4- BY 4-INCH
 DR0361'WOODEN WITNESS POST.  A UNITED STATES GEOLOGICAL SURVEY
 DR0361'BENCH-MARK DISK SET IN A SQUARE-TOPPED CONCRETE POST PROJECTING
 DR0361'ABOUT 5 INCHES ABOVE THE GROUND.  STAMPED C 91 1934.
 DR0361'
 DR0361'TO REACH FROM THE CHAVES COUNTY COURTHOUSE IN ROSWELL, GO S
 DR0361'ON STATE HIGHWAY 13 FOR 10.8 MILES TO A CROSSROADS AT THE NE
 DR0361'CORNER OF THE ROSWELL ARMY AIR BASE, CONTINUE STRAIGHT AHEAD ON
 DR0361'HIGHWAY 13 CIRCLING TO THE LEFT OF THE AIR BASE, AND GO 9 MILES
 DR0361'TO CATTLE GUARD.  CROSS GUARD AND CONTINUE SW 0.9 MILE TO TOP
 DR0361'OF RIDGE AND STATION.
 DR0361'
 DR0361'INCONSISTENT WITH DIRECTIONS TO REACH STATION.
 DR0361'
 DR0361'HEIGHT OF LIGHT AND INSTRUMENT ABOVE STATION MARK - 6 METERS.
 DR0361
 DR0361                          STATION RECOVERY (1945)
 DR0361
 DR0361'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1945
 DR0361'15.9 MI S FROM ROSWELL.
 DR0361'15.9 MILES SOUTH REACHED FROM COURTHOUSE IN ROSWELL BY GOING SOUTH ON
 DR0361'HIGHWAY NO. 13 FOR 5.1 MILES TO THE MAIN ENTRANCE OF THE ROSWELL ARMY
 DR0361'AIRFIELD, THEN TURN LEFT ON GRADED DIRT ROAD FOR 1.5 MILES TO THE
 DR0361'NORTHEAST CORNER OF THE AIRFIELD, THENCE SOUTH 2.0 MILES ALONG THE
 DR0361'EAST BOUNDARY OF THE AIRFIELD TO THE SOUTHEAST CORNER, THENCE RIGHT
 DR0361'2.4 MILES TO THE SOUTH ENTRANCE OF THE AIRFIELD, TURN LEFT ON HIGHWAY
 DR0361'AGAIN FOR 4.9 MILES TO THE STATION SITE.  MARK IS LOCATED ON A
 DR0361'ROUND-TOPPED RISE 127 FEET WEST OF THE CENTERLINE OF HIGHWAY NO. 13
 DR0361'AND 8 FEET SOUTH OF A 4X4 WITNESS POST, MARK IS A BRONZE DISK SET IN A
 DR0361'SQUARE CONCRETE POST FLUSH WITH SURFACE.
 DR0361
 DR0361                          STATION RECOVERY (1960)
 DR0361
 DR0361'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (CTH)
 DR0361'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 DR0361'FOUND IN GOOD CONDITION.  THE DESCRIPTION OF THE STATION AND
 DR0361'MARKS WAS FOUND TO BE COMPLETELY ACCURATE EXCEPT THE AZIMUTH
 DR0361'MARK IS A U.S. COAST AND GEODETIC SURVEY BENCH MARK DISK INSTEAD
 DR0361'OF A U.S. GEOLOGICAL SURVEY BENCH MARK.  A NEW DESCRIPTION
 DR0361'ON HOW TO REACH THE STATION FOLLOWS.
 DR0361'
 DR0361'TO REACH THE STATION FROM THE SOUTHWEST CORNER OF THE COURTHOUSE
 DR0361'SQUARE IN ROSWELL, GO SOUTH AND SOUTHEAST ON U.S. HIGHWAY 285
 DR0361'FOR 5.3 MILES.  CROSS THE RAILROAD TRACKS AND CONTINUE SOUTHEAST
 DR0361'ON THE HIGHWAY FOR 0.25 MILE.  TURN RIGHT ONTO A GRAVELED
 DR0361'ROAD, (STATE HIGHWAY 13), AND FOLLOW IT AROUND WALKER AIR
 DR0361'FORCE BASE FOR 5.5 MILES.  TURN LEFT AT THE T-ROAD AND GO
 DR0361'SOUTH FOR 3.6 MILES.  PASS OVER A CATTLE GUARD AND GO SOUTHWEST
 DR0361'FOR 1.0 MILE TO THE HIGHEST GROUND IN THE IMMEDIATE VICINITY
 DR0361'AND THE STATION ON THE RIGHT, 127 FEET WEST OF THE CENTER OF
 DR0361'THE HIGHWAY.
 DR0361'
 DR0361'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHWEST ON THE
 DR0361'HIGHWAY FOR 0.8 MILE TO BM C 91, ON THE LEFT, 50 FEET SOUTHEAST
 DR0361'OF THE CENTER OF THE HIGHWAY.
 DR0361
 DR0361                          STATION RECOVERY (1961)
 DR0361
 DR0361'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GWM)
 DR0361'THE STATION WAS RECOVERED, FOUND TO BE AS DESCRIBED, WITH ALL
 DR0361'MARKS IN GOOD CONDITION.  THE DIRECTIONS TO THE AZIMUTH MARK
 DR0361'AND REFERENCE MARKS 1 AND 2 WERE FOUND TO BE AS DESCRIBED, BUT
 DR0361'A DIFFERENCE WAS FOUND IN THE DISTANCES TO REFERENCE MARKS 1 AND
 DR0361'2.  A MODIFICATION OF THE 1943 ROUTE TO THE STATION FOLLOWS.
 DR0361'
 DR0361'TO REACH THE STATION FROM THE COUNTY COURTHOUSE IN ROSWELL,
 DR0361'DRIVE SOUTH ON U.S. HIGHWAY 285 FOR 5.3 MILES TO A RAILROAD
 DR0361'CROSSING.  CONTINUE SOUTHERLY ON THE HIGHWAY FOR 0.25 MILE TO A
 DR0361'CROSSROAD AND STATE HIGHWAY 13 ON THE RIGHT.  TURN RIGHT AND
 DR0361'DRIVE SOUTH ON THE GRAVELED STATE HIGHWAY, PASSING AROUND THE
 DR0361'EAST AND SOUTH EDGES OF WALKER AIR FORCE BASE, FOR 5.05 MILES
 DR0361'TO A T-ROAD INTERSECTION.  TURN SOUTH AND CONTINUE 3.5 MILES
 DR0361'TO A CATTLE GUARD.  CROSS THE CATTLE GUARD AND CONTINUE
 DR0361'SOUTHWEST ON THE STATE HIGHWAY FOR 0.9 MILE TO THE SUMMIT OF
 DR0361'A RIDGE AND THE STATION ON THE RIGHT.
 DR0361'
 DR0361'TO REACH THE AZIMUTH MARK, CONTINUE SOUTHWEST FROM THE STATION
 DR0361'ALONG THE STATE HIGHWAY FOR 0.7 MILE TO THE MARK ON THE LEFT.
 DR0361'
 DR0361'THE PICTURE POINT IS THE CENTER OF THE Y-FORK INTERSECTION OF
 DR0361'STATE HIGHWAY 13 WITH AN EAST-WEST GRAVELED ROAD.
 DR0361
 DR0361                          STATION RECOVERY (1965)
 DR0361
 DR0361'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (FHB)
 DR0361'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN
 DR0361'GOOD CONDITION.  THE AZIMUTH MARK WAS NOT SEARCHED FOR.  A NEW
 DR0361'DESCRIPTION TO REACH THE STATION FOLLOWS.
 DR0361'
 DR0361'FROM THE MAIN GATE OF WALKER AIR FORCE BASE ABOUT 5 MILES SOUTH OF
 DR0361'ROSWELL, GO WEST ALONG NORTH SIDE OF FENCE 1.5 MILES, TURN LEFT
 DR0361'AND FOLLOW WEST SIDE OF FENCE 3.4 MILES TO WHERE THE ROAD TURNS
 DR0361'SOUTH, TURN RIGHT AND GO SOUTH (LEAVING FENCE) 3.5 MILES TO A
 DR0361'CATTLE GUARD, CONTINUE SOUTH ON RIGHT ROAD FOR 1.0 MILE TO THE
 DR0361'STATION ON THE RIGHT.
 DR0361'
 DR0361'ASTRO PARTY 646 VISITED THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0362 ***********************************************************************
 DR0362  DESIGNATION -  DAY RM 1
 DR0362  PID         -  DR0362
 DR0362  STATE/COUNTY-  NM/CHAVES
 DR0362  USGS QUAD   -  PETERS LAKE (1975)
 DR0362
 DR0362                         *CURRENT SURVEY CONTROL
 DR0362  ___________________________________________________________________
 DR0362* NAD 83(1986)-  33 13 04.     (N)    104 33 14.     (W)     SCALED    
 DR0362* NAVD 88     -      1144.778  (meters)    3755.83   (feet)  ADJUSTED  
 DR0362  ___________________________________________________________________
 DR0362  GEOID HEIGHT-         -23.00  (meters)                     GEOID03
 DR0362  DYNAMIC HT  -        1143.202 (meters)    3750.66  (feet)  COMP
 DR0362  MODELED GRAV-     979,221.5   (mgal)                       NAVD 88
 DR0362
 DR0362  VERT ORDER  -  SECOND    CLASS 0
 DR0362
 DR0362.The horizontal coordinates were scaled from a topographic map and have
 DR0362.an estimated accuracy of +/- 6 seconds.
 DR0362
 DR0362.The orthometric height was determined by differential leveling
 DR0362.and adjusted by the National Geodetic Survey in June 1991..
 DR0362
 DR0362.The geoid height was determined by GEOID03.
 DR0362
 DR0362.The dynamic height is computed by dividing the NAVD 88
 DR0362.geopotential number by the normal gravity value computed on the
 DR0362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0362.degrees latitude (g = 980.6199 gals.).
 DR0362
 DR0362.The modeled gravity was interpolated from observed gravity values.
 DR0362
 DR0362;                    North         East    Units  Estimated Accuracy
 DR0362;SPC NM E     -   245,930.      144,440.      MT  (+/- 180 meters Scaled)
 DR0362
 DR0362                          SUPERSEDED SURVEY CONTROL
 DR0362
 DR0362  NGVD 29 (??/??/92) 1144.212  (m)         3753.97   (f) ADJ UNCH    2 0
 DR0362
 DR0362.Superseded values are not recommended for survey control.
 DR0362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0362.See file dsdata.txt to determine how the superseded data were derived.
 DR0362
 DR0362_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES415755(NAD 83)
 DR0362_MARKER: DR = REFERENCE MARK DISK
 DR0362_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR0362_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DR0362_STAMPING: DAY NO.1 1943
 DR0362_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR0362+STABILITY: SURFACE MOTION
 DR0362
 DR0362  HISTORY     - Date     Condition        Report By
 DR0362  HISTORY     - 1943     MONUMENTED       CGS
 DR0362  HISTORY     - 1945     GOOD             NGS
 DR0362
 DR0362                          STATION DESCRIPTION
 DR0362
 DR0362'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 DR0362'15.9 MI S FROM ROSWELL.
 DR0362'15.9 MILES SOUTH REACHED FROM COURTHOUSE IN ROSWELL BY GOING SOUTH ON
 DR0362'HIGHWAY NO. 13 5.1 MILES TO THE MAIN ENTRANCE OF THE ROSWELL ARMY
 DR0362'AIRFIELD, THEN TURN LEFT ON GRADED DIRT ROAD FOR 1.5 MILES TO THE
 DR0362'NORTHEAST CORNER OF THE AIRFIELD, THENCE SOUTH 2.0 MILES ALONG THE
 DR0362'EAST BOUNDARY OF OF THE AIRFIELD TO THE SOUTHEAST CORNER, THENCE RIGHT
 DR0362'2.4 MILES TO THE SOUTH ENTRANCE OF THE AIRFIELD, TURN LEFT ON HIGHWAY
 DR0362'AGAIN 4.9 MILES TO THE STATION SITE, R M NO.1 IS 56 FEET EAST
 DR0362'NORTHEAST OF STATION, MARK IS SET IN SQUARE CONCRETE POST FLUSH WITH
 DR0362'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0363 ***********************************************************************
 DR0363  DESIGNATION -  DAY RM 2
 DR0363  PID         -  DR0363
 DR0363  STATE/COUNTY-  NM/CHAVES
 DR0363  USGS QUAD   -  PETERS LAKE (1975)
 DR0363
 DR0363                         *CURRENT SURVEY CONTROL
 DR0363  ___________________________________________________________________
 DR0363* NAD 83(1986)-  33 13 04.     (N)    104 33 16.     (W)     SCALED    
 DR0363* NAVD 88     -      1144.778  (meters)    3755.83   (feet)  ADJUSTED  
 DR0363  ___________________________________________________________________
 DR0363  GEOID HEIGHT-         -23.00  (meters)                     GEOID03
 DR0363  DYNAMIC HT  -        1143.203 (meters)    3750.66  (feet)  COMP
 DR0363  MODELED GRAV-     979,221.4   (mgal)                       NAVD 88
 DR0363
 DR0363  VERT ORDER  -  SECOND    CLASS 0
 DR0363
 DR0363.The horizontal coordinates were scaled from a topographic map and have
 DR0363.an estimated accuracy of +/- 6 seconds.
 DR0363
 DR0363.The orthometric height was determined by differential leveling
 DR0363.and adjusted by the National Geodetic Survey in June 1991..
 DR0363
 DR0363.The geoid height was determined by GEOID03.
 DR0363
 DR0363.The dynamic height is computed by dividing the NAVD 88
 DR0363.geopotential number by the normal gravity value computed on the
 DR0363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0363.degrees latitude (g = 980.6199 gals.).
 DR0363
 DR0363.The modeled gravity was interpolated from observed gravity values.
 DR0363
 DR0363;                    North         East    Units  Estimated Accuracy
 DR0363;SPC NM E     -   245,930.      144,390.      MT  (+/- 180 meters Scaled)
 DR0363
 DR0363                          SUPERSEDED SURVEY CONTROL
 DR0363
 DR0363  NGVD 29 (??/??/92) 1144.212  (m)         3753.97   (f) ADJ UNCH    2 0
 DR0363
 DR0363.Superseded values are not recommended for survey control.
 DR0363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0363.See file dsdata.txt to determine how the superseded data were derived.
 DR0363
 DR0363_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES415755(NAD 83)
 DR0363_MARKER: DR = REFERENCE MARK DISK
 DR0363_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR0363_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DR0363_STAMPING: DAY NO. 2 1943
 DR0363_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR0363+STABILITY: SURFACE MOTION
 DR0363
 DR0363  HISTORY     - Date     Condition        Report By
 DR0363  HISTORY     - 1943     MONUMENTED       CGS
 DR0363  HISTORY     - 1945     GOOD             NGS
 DR0363
 DR0363                          STATION DESCRIPTION
 DR0363
 DR0363'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 DR0363'15.9 MI S FROM ROSWELL.
 DR0363'15.9 MILES SOUTH REACHED FROM THE COURTHOUSE IN ROSWELL BY GOING SOUTH
 DR0363'ON HIGHWAY NO. 13 FOR 5.1 MILES TO THE MAIN ENTRANCE OF THE ROSWELL
 DR0363'ARMY AIRFIELD, THEN TURN LEFT ON GRADED DIRT ROAD FOR 1.5 MILES TO THE
 DR0363'NORTHEAST CORNER OF THE AIRFIELD, THENCE 2.0 MILES SOUTH ALONG THE
 DR0363'EAST BOUNDARY OF THE AIRFIELD TO THE SOUTHEAST CORNER, THENCE RIGHT
 DR0363'2.4 MILES TO THE SOUTH ENTRANCE OF THE AIRFIELD, TURN LEFT ON HIGHWAY
 DR0363'NO. 13 AGAIN FOR 4.9 MILES TO STATION SITE, RM NO. 2 IS 50 FEET SOUTH
 DR0363'OF THE STATION, MARK IS A BRONZE DISK SET IN A SQUARE CONCRETE POST
 DR0363'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0734 ***********************************************************************
 CW0734  DESIGNATION -  DAYTON
 CW0734  PID         -  CW0734
 CW0734  STATE/COUNTY-  NM/EDDY
 CW0734  USGS QUAD   -  DAYTON (1975)
 CW0734
 CW0734                         *CURRENT SURVEY CONTROL
 CW0734  ___________________________________________________________________
 CW0734* NAD 83(1992)-  32 43 19.35508(N)    104 23 42.55985(W)     ADJUSTED  
 CW0734* NAVD 88     -      1045.     (meters)    3428.     (feet)  SCALED    
 CW0734  ___________________________________________________________________
 CW0734  LAPLACE CORR-          -1.47  (seconds)                    DEFLEC99
 CW0734  GEOID HEIGHT-         -23.29  (meters)                     GEOID03
 CW0734
 CW0734  HORZ ORDER  -  SECOND
 CW0734
 CW0734.The horizontal coordinates were established by classical geodetic methods
 CW0734.and adjusted by the National Geodetic Survey in December 1993..
 CW0734
 CW0734.The orthometric height was scaled from a topographic map.
 CW0734
 CW0734.The Laplace correction was computed from DEFLEC99 derived deflections.
 CW0734
 CW0734.The geoid height was determined by GEOID03.
 CW0734
 CW0734;                    North         East     Units Scale Factor Converg.
 CW0734;SPC NM E     -   190,932.076   159,204.997   MT  0.99990950   -0 02 00.3
 CW0734;SPC NM E     -   626,416.32    522,325.06   sFT  0.99990950   -0 02 00.3
 CW0734;UTM  13      - 3,620,635.021   556,678.993   MT  0.99963961   +0 19 37.1
 CW0734
 CW0734!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CW0734!SPC NM E     -   0.99983954  x   0.99990950  =   0.99974905
 CW0734!UTM  13      -   0.99983954  x   0.99963961  =   0.99947920
 CW0734
 CW0734|---------------------------------------------------------------------|
 CW0734| PID    Reference Object                     Distance      Geod. Az  |
 CW0734|                                                           dddmmss.s |
 CW0734| CH8761 DAYTON RM 1                          13.474 METERS 00247     |
 CW0734| CH8762 DAYTON RM 2                          11.587 METERS 08356     |
 CW0734| CH8760 DAYTON AZ MK RESET                                 3534710.7 |
 CW0734| CH8759 DAYTON AZ MK                                       3570641.7 |
 CW0734|---------------------------------------------------------------------|
 CW0734
 CW0734                          SUPERSEDED SURVEY CONTROL
 CW0734
 CW0734  NAD 83(1986)-  32 43 19.35758(N)    104 23 42.54740(W) AD(       ) 2
 CW0734  NAD 27      -  32 43 18.94500(N)    104 23 40.68100(W) AD(       ) 2
 CW0734
 CW0734.Superseded values are not recommended for survey control.
 CW0734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0734.See file dsdata.txt to determine how the superseded data were derived.
 CW0734
 CW0734_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES5667920635(NAD 83)
 CW0734_MARKER: DS = TRIANGULATION STATION DISK
 CW0734_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CW0734_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CW0734_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CW0734+STABILITY: SURFACE MOTION
 CW0734
 CW0734  HISTORY     - Date     Condition        Report By
 CW0734  HISTORY     - 1943     MONUMENTED       CGS
 CW0734  HISTORY     - 1960     GOOD             CGS
 CW0734  HISTORY     - 1960     GOOD             CGS
 CW0734  HISTORY     - 1969     GOOD             USAF
 CW0734
 CW0734                          STATION DESCRIPTION
 CW0734
 CW0734'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (EHB)
 CW0734'STATION IS LOCATED 7.0 MILES AIRLINE S OF ARTESIA, AND 20
 CW0734'MILES AIRLINE ESE OF HOPE, ABOUT 200 YARDS SW OF A RED BRICK
 CW0734'SCHOOL BUILDING, AND 170 FEET E OF THE CENTER LINE OF U.S.
 CW0734'HIGHWAY 285.  A BRONZE STATION DISK SET IN A ROUND CONCRETE
 CW0734'POST PROJECTING ABOUT 3 INCHES ABOVE THE GROUND.  STAMPED
 CW0734'DAYTON 1943.
 CW0734'
 CW0734'UNDERGROUND MARK IS A BRONZE STATION DISK SET IN A CONCRETE
 CW0734'POST ABOUT 28 INCHES BELOW THE SURFACE.  STAMPED DAYTON 1943.
 CW0734'
 CW0734'REFERENCE MARK 1 IS N OF THE STATION.  A BRONZE REFERENCE
 CW0734'DISK SET IN A ROUND CONCRETE POST PROJECTING ABOUT 3 INCHES
 CW0734'ABOVE THE GROUND.  STAMPED DAYTON NO 1 1943.
 CW0734'
 CW0734'REFERENCE MARK 2 IS ENE OF THE STATION.  A BRONZE REFERENCE DISK
 CW0734'SET IN A ROUND CONCRETE POST PROJECTING ABOUT 3 INCHES ABOVE
 CW0734'THE GROUND.  STAMPED DAYTON NO 2 1943.
 CW0734'
 CW0734'AZIMUTH MARK IS 0.65 MILE NNW OF THE STATION, 50 FEET W OF THE
 CW0734'CENTER LINE OF U.S. HIGHWAY 285, 2 FEET E OF A FENCE, AND IN
 CW0734'LINE WITH POLES.  A BRONZE AZIMUTH DISK SET IN A SQUARE-TOPPED
 CW0734'CONCRETE POST PROJECTING ABOUT 5 INCHES ABOVE THE GROUND.
 CW0734'STAMPED DAYTON 1943.
 CW0734'
 CW0734'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 285 AND STATE HIGHWAY
 CW0734'83 IN ARTESIA, GO S ON HIGHWAY 285 FOR 8.6 MILES TO A TRACK ROAD
 CW0734'ON LEFT LEADING TO A BRICK SCHOOLHOUSE.  CONTINUE S ON HIGHWAY
 CW0734'285 FOR 0.1 MILE TO A SLIGHT RISE ON E SIDE OF HIGHWAY AND
 CW0734'STATION.
 CW0734'
 CW0734'HEIGHT OF LIGHT ABOVE STATION MARK - 3 METERS.
 CW0734
 CW0734                          STATION RECOVERY (1960)
 CW0734
 CW0734'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HWK)
 CW0734'ALL MARKS WERE RECOVERED AS DESCRIBED AND FOUND TO BE IN
 CW0734'GOOD CONDITION.  THE DIRECTIONS TO THE REFERENCE MARKS WERE
 CW0734'VERIFIED.  THE DISTANCES TO THE REFERENCE MARKS COULD NOT BE
 CW0734'VERIFIED.  REFERENCE MARK NO. 1 WAS FOUND TO BE 0.006 METERS
 CW0734'SHORTER AND REFERENCE MARK NO. 2 WAS FOUND TO BE 0.011 METERS
 CW0734'SHORTER THAN THE 1943 DISTANCES.  AT THE REQUEST OF THE NEW
 CW0734'MEXICO STATE HIGHWAY COMMISSION, THE 1943 AZIMUTH MARK WAS
 CW0734'DESTROYED AND A NEW AZIMUTH MARK ESTABLISHED BY THIS PARTY.
 CW0734'
 CW0734'DUE TO THE CHANGES IN THE LOCALITY, A NEW AND COMPLETE DESCRIPTION
 CW0734'FOLLOWS.
 CW0734'
 CW0734'THE STATION IS APPROXIMATELY 20 MILES EAST OF HOPE, 8 MILES
 CW0734'SOUTH OF ARTESIA AND ALONG THE EAST SIDE OF U.S. HIGHWAY 285.
 CW0734'
 CW0734'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 285
 CW0734'AND STATE HIGHWAY 83 IN ARTESIA, GO SOUTH ON HIGHWAY 285 FOR
 CW0734'6.4 MILES TO A CONCRETE BRIDGE.  CONTINUE SOUTH ON HIGHWAY
 CW0734'285 FOR 0.9 MILE TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE
 CW0734'SOUTH ON HIGHWAY 285 FOR 0.15 MILE TO A SIDE ROAD AND A CATTLE
 CW0734'GUARD ON THE RIGHT.  CONTINUE SOUTH ON HIGHWAY 285 FOR 0.35
 CW0734'MILE TO A SIDE ROAD ON THE LEFT.  CONTINUE SOUTH ON HIGHWAY
 CW0734'285 FOR 0.1 MILE TO A ROADSIDE PARK ON THE RIGHT AND A SMALL
 CW0734'RISE AND THE STATION ON THE LEFT.
 CW0734'
 CW0734'STATION MARK IS A STANDARD DISK STAMPED DAYTON 1943, SET IN
 CW0734'A ROUND CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS 169 FEET
 CW0734'EAST OF THE CENTER OF HIGHWAY 285 AND 66.5 FEET SOUTHWEST
 CW0734'OF THE CENTER OF A CONCRETE TANK.  THE UNDERGROUND DISK WAS
 CW0734'NOT INSPECTED BY THIS PARTY.
 CW0734'
 CW0734'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED DAYTON NO 1 1943,
 CW0734'IS SET IN A ROUND CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS
 CW0734'169 FEET EAST OF THE CENTER OF HIGHWAY 285 AND 55.5 FEET WEST
 CW0734'OF THE CENTER OF THE CONCRETE TANK.
 CW0734'
 CW0734'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED DAYTON NO 2
 CW0734'1943, IS SET IN A ROUND CONCRETE POST WHICH PROJECTS 4
 CW0734'INCHES.  IT IS 207 FEET EAST OF THE CENTER OF HIGHWAY 285
 CW0734'AND 37 FEET SOUTHWEST OF THE CENTER OF THE CONCRETE TANK.
 CW0734'
 CW0734'AZIMUTH MARK, A STANDARD DISK STAMPED DAYTON 1943 RESET 1960,
 CW0734'IS SET IN A ROUND CONCRETE POST WHICH PROJECTS 3 INCHES.  IT
 CW0734'IS 243.5 FEET WEST OF THE CENTER OF HIGHWAY 285, 59 FEET
 CW0734'SOUTHEAST OF THE SOUTHWEST CORNER OF THE SOUTH ONE OF TWO
 CW0734'CONCRETE FOUNDATIONS AND 2.3 FEET EAST OF A METAL WITNESS
 CW0734'POST.
 CW0734'
 CW0734'NOTE--REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
 CW0734'
 CW0734'ALL MEASUREMENTS TO THE CENTER OF HIGHWAY 285 MAY DIFFER AFTER
 CW0734'PROPOSED HIGHWAY CONSTRUCTION.
 CW0734
 CW0734                          STATION RECOVERY (1960)
 CW0734
 CW0734'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 CW0734'RECOVERED BY USGS IN 1949 AS DESCRIBED.
 CW0734'
 CW0734'RECOVERED BY NGS IN 1960.  DESCRIPTION AND POSITION LISTED IN NGS
 CW0734'QUAD 32104-1, STATION 1004.
 CW0734'
 CW0734'STATION MARK--A BRONZE USC AND GS STATION DISK STAMPED---DAYTON
 CW0734'1943---.
 CW0734
 CW0734                          STATION RECOVERY (1969)
 CW0734
 CW0734'RECOVERY NOTE BY US AIR FORCE 1969 (CMM)
 CW0734'STATION, BOTH REFERENCE MARKS, AND AZIMUTH MARK 1960 WERE
 CW0734'RECOVERED IN GOOD CONDITION.  THE ROUTE DESCRIPTION WAS
 CW0734'ADEQUATE, EXCEPT STATE HIGHWAY 83 IS U.S. HIGHWAY 82.
 CW0734'
 CW0734'NOTE--THIS PARTY RAN A TRAVERSE STARTING WITH STATION DAYTON 1943
 CW0734'(USING DAYTON AZIMUTH MARK 1960 AS A STARTING AZIMUTH) AND
 CW0734'CLOSED ON ARTESIA SOUTH BASE AND ITS AZIMUTH MARK.  AFTER
 CW0734'COMPUTING THE AZIMUTH CLOSURE, WE CAME UP WITH 32 FT 19 IN
 CW0734'AZIMUTH ERROR.  USING THE POSITION WE ESTABLISHED ON THE KAVE-TV
 CW0734'TOWER, WE MADE AZIMUTH CHECKS AT ARTESIA SOUTH BASE (BETWEEN
 CW0734'THE AZIMUTH MARK AND THE TOWER), AND AT DAYTON (BETWEEN THE
 CW0734'AZIMUTH MARK 1960 AND THE KAVE-TV TOWER).  HERE WE DISCOVERED
 CW0734'AN ERROR APPROXIMATELY THE SAME AS OUR CLOSING ERROR.  THEN
 CW0734'WE MADE THE OBSERVATIONS LISTED ABOVE, INITIALING ON
 CW0734'STATION MILL 1943.  THERE MAY BE SOME ERROR IN THE ABOVE
 CW0734'OBSERVATIONS BECAUSE THE LINE BETWEEN STATIONS DAYTON AND
 CW0734'MILL IS A GRAZING LINE.
 CW0734'
 CW0734'AZIMUTH--DAYTON TO MILL 56-14-50.6 BACK AZIMUTH 236-10-39.9
 CW0734'
 CW0734'THE CONCLUSION IS THAT THE AZIMUTH LISTED IN THE HORIZONTAL
 CW0734'CONTROL DATA FOR DAYTON AZIMUTH MARK 1960 IS IN ERROR APPROXIMATELY
 CW0734'32 MINUTES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0972 ***********************************************************************
 CW0972  DESIGNATION -  DCBM 1
 CW0972  PID         -  CW0972
 CW0972  STATE/COUNTY-  NM/EDDY
 CW0972  USGS QUAD   -  ILLINOIS CAMP (1985)
 CW0972
 CW0972                         *CURRENT SURVEY CONTROL
 CW0972  ___________________________________________________________________
 CW0972* NAD 83(1992)-  32 44 05.28659(N)    104 14 40.99892(W)     ADJUSTED  
 CW0972* NAVD 88     -      1090.     (meters)    3576.     (feet)  SCALED    
 CW0972  ___________________________________________________________________
 CW0972  LAPLACE CORR-           0.99  (seconds)                    DEFLEC99
 CW0972  GEOID HEIGHT-         -23.24  (meters)                     GEOID03
 CW0972
 CW0972  HORZ ORDER  -  THIRD
 CW0972
 CW0972.The horizontal coordinates were established by classical geodetic methods
 CW0972.and adjusted by the National Geodetic Survey in December 1993..
 CW0972
 CW0972.The orthometric height was scaled from a topographic map.
 CW0972
 CW0972.The Laplace correction was computed from DEFLEC99 derived deflections.
 CW0972
 CW0972.The geoid height was determined by GEOID03.
 CW0972
 CW0972;                    North         East     Units Scale Factor Converg.
 CW0972;SPC NM E     -   192,348.671   173,304.953   MT  0.99990994   +0 02 52.5
 CW0972;SPC NM E     -   631,063.93    568,584.67   sFT  0.99990994   +0 02 52.5
 CW0972;UTM  13      - 3,622,139.902   570,766.107   MT  0.99966175   +0 24 30.4
 CW0972
 CW0972!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CW0972!SPC NM E     -   0.99983246  x   0.99990994  =   0.99974242
 CW0972!UTM  13      -   0.99983246  x   0.99966175  =   0.99949427
 CW0972
 CW0972                          SUPERSEDED SURVEY CONTROL
 CW0972
 CW0972  NAD 83(1986)-  32 44 05.28964(N)    104 14 40.99032(W) AD(       ) 3
 CW0972
 CW0972.Superseded values are not recommended for survey control.
 CW0972.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0972.See file dsdata.txt to determine how the superseded data were derived.
 CW0972
 CW0972_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES7076622140(NAD 83)
 CW0972_MARKER: DS = TRIANGULATION STATION DISK
 CW0972_SETTING: 0 = UNSPECIFIED SETTING
 CW0972_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CW0972
 CW0972  HISTORY     - Date     Condition        Report By
 CW0972  HISTORY     - 1948     MONUMENTED       USGS
 CW0972
 CW0972                          STATION DESCRIPTION
 CW0972
 CW0972'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 CW0972'LOCATED IN NW. 1/4 SEC. 23, T 18 S, R 28 E.
 CW0972'
 CW0972'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 285 AND STATE HIGHWAY 83
 CW0972'IN ARTESIA, PROCEED E. ON STATE HIGHWAY 83 9.1 MI. TO ARTESIA PIPE
 CW0972'LINE COMPANY ROAD, CONTINUE 2.1 MI. SSE. ALONG PIPE LINE, ALMOST
 CW0972'WELL AT CORNER IN ROAD, PROCEED 0.2 MI. E. TO HIGHEST POINT ON HILL
 CW0972'AND STATION.
 CW0972'
 CW0972'STATION MARK--STANDARD TABLET CEMENTED IN ROCK, ALMOST FLUSH WITH
 CW0972'GROUND.
 CW0972'
 CW0972'REFERENCE MARK NO. 1--A 1 IN. HOLE DRILLED 2 IN. DEEP IN BEDROCK
 CW0972'45.73 FT. FROM STATION MARK.
 CW0972'
 CW0972'REFERENCE MARK NO. 2--A 1 IN. HOLE DRILLED 2 IN. DEEP IN BEDROCK
 CW0972'22.19 FT. FROM STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1428 ***********************************************************************
 GL1428  DESIGNATION -  DE MAYA
 GL1428  PID         -  GL1428
 GL1428  STATE/COUNTY-  NM/UNION
 GL1428  USGS QUAD   -  GOODSON SCHOOL (1972)
 GL1428
 GL1428                         *CURRENT SURVEY CONTROL
 GL1428  ___________________________________________________________________
 GL1428* NAD 83(1992)-  36 58 12.48943(N)    103 04 52.67699(W)     ADJUSTED  
 GL1428* NAVD 88     -      1546.5    (meters)    5074.     (feet)  VERTCON   
 GL1428  ___________________________________________________________________
 GL1428  LAPLACE CORR-          -5.80  (seconds)                    DEFLEC99
 GL1428  GEOID HEIGHT-         -22.09  (meters)                     GEOID03
 GL1428
 GL1428  HORZ ORDER  -  SECOND
 GL1428
 GL1428.The horizontal coordinates were established by classical geodetic methods
 GL1428.and adjusted by the National Geodetic Survey in December 1993..
 GL1428
 GL1428.The NAVD 88 height was computed by applying the VERTCON shift value to
 GL1428.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GL1428
 GL1428.The Laplace correction was computed from DEFLEC99 derived deflections.
 GL1428
 GL1428.The geoid height was determined by GEOID03.
 GL1428
 GL1428;                    North         East     Units Scale Factor Converg.
 GL1428;SPC NM E     -   662,894.819   276,481.568   MT  1.00006215   +0 45 11.0
 GL1428;SPC NM E     - 2,174,847.42    907,089.94   sFT  1.00006215   +0 45 11.0
 GL1428;SPC CO S     -   341,269.746 1,129,767.068   MT  1.00005819   +1 29 00.9
 GL1428;SPC CO S     - 1,119,649.16  3,706,577.46   sFT  1.00005819   +1 29 00.9
 GL1428;SPC OK N     -   230,442.121   147,715.126   MT  1.00004346   -2 59 55.4
 GL1428;SPC OK N     -   756,042.19    484,628.71   sFT  1.00004346   -2 59 55.4
 GL1428;UTM  13      - 4,093,279.680   670,794.112   MT  0.99995937   +1 09 15.1
 GL1428
 GL1428!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GL1428!SPC NM E     -   0.99976082  x   1.00006215  =   0.99982296
 GL1428!SPC CO S     -   0.99976082  x   1.00005819  =   0.99981900
 GL1428!SPC OK N     -   0.99976082  x   1.00004346  =   0.99980427
 GL1428!UTM  13      -   0.99976082  x   0.99995937  =   0.99972020
 GL1428
 GL1428|---------------------------------------------------------------------|
 GL1428| PID    Reference Object                     Distance      Geod. Az  |
 GL1428|                                                           dddmmss.s |
 GL1428| CM7920 DE MAYA RM 1                         29.800 METERS 08443     |
 GL1428| CM7921 DE MAYA RM 2                         65.300 METERS 13648     |
 GL1428| GL1431 BOUNDARY MIPOST 328 ECC             APPROX. 5.2 KM 3082637.3 |
 GL1428|---------------------------------------------------------------------|
 GL1428
 GL1428                          SUPERSEDED SURVEY CONTROL
 GL1428
 GL1428  NAD 83(1986)-  36 58 12.48863(N)    103 04 52.67167(W) AD(       ) 2
 GL1428  NAD 27      -  36 58 12.41400(N)    103 04 50.91400(W) AD(       ) 2
 GL1428  NGVD 29 (07/19/86) 1545.8    (m)         5072.     (f) VERT ANG       
 GL1428
 GL1428.Superseded values are not recommended for survey control.
 GL1428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1428.See file dsdata.txt to determine how the superseded data were derived.
 GL1428
 GL1428_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA7079493280(NAD 83)
 GL1428_MARKER: DS = TRIANGULATION STATION DISK
 GL1428_SETTING: 66 = SET IN ROCK OUTCROP
 GL1428
 GL1428  HISTORY     - Date     Condition        Report By
 GL1428  HISTORY     - 1922     MONUMENTED       CGS
 GL1428
 GL1428                          STATION DESCRIPTION
 GL1428
 GL1428'DESCRIBED BY COAST AND GEODETIC SURVEY 1922 (CMD)
 GL1428'ABOUT 15 MILES NORTHWEST OF KENTON, OKLA., ON PROMINENT POINT
 GL1428'OF MES DE MAYA, AND OPPOSITE CONE-SHAPED BUTTE WHICH IS 2-1/2
 GL1428'MILES WEST OF JACK GILLWORTHS HOUSE.  STATION MARK IS STANDARD
 GL1428'STATION DISK IN BEDROCK.  REFERENCE ARKS ARE STANDARD
 GL1428'REFERENCE DISKS.  REFERENCE MARK
 GL1428'NO. 1 IS 29.80 METERS (97.8 FEET) FROM THE STATION N 84 DEG 43 MIN E,
 GL1428'AND NO. 2 IS 65.30 METERS (214.2 FEET) FROM
 GL1428'THE STATION S 43 DEG 12 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0776 ***********************************************************************
 CW0776  DESIGNATION -  DEADMAN
 CW0776  PID         -  CW0776
 CW0776  STATE/COUNTY-  NM/EDDY
 CW0776  USGS QUAD   -  MARTHA CREEK (1978)
 CW0776
 CW0776                         *CURRENT SURVEY CONTROL
 CW0776  ___________________________________________________________________
 CW0776* NAD 83(1992)-  32 29 58.72546(N)    104 30 37.82970(W)     ADJUSTED  
 CW0776* NAVD 88     -      1271.6    (meters)    4172.     (feet)  VERTCON   
 CW0776  ___________________________________________________________________
 CW0776  LAPLACE CORR-          -4.14  (seconds)                    DEFLEC99
 CW0776  GEOID HEIGHT-         -23.31  (meters)                     GEOID03
 CW0776
 CW0776  HORZ ORDER  -  FIRST
 CW0776
 CW0776.The horizontal coordinates were established by classical geodetic methods
 CW0776.and adjusted by the National Geodetic Survey in December 1993..
 CW0776
 CW0776.The NAVD 88 height was computed by applying the VERTCON shift value to
 CW0776.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CW0776
 CW0776.The Laplace correction was computed from DEFLEC99 derived deflections.
 CW0776
 CW0776.The geoid height was determined by GEOID03.
 CW0776
 CW0776;                    North         East     Units Scale Factor Converg.
 CW0776;SPC NM E     -   166,283.162   148,351.112   MT  0.99991251   -0 05 42.7
 CW0776;SPC NM E     -   545,547.34    486,715.27   sFT  0.99991251   -0 05 42.7
 CW0776;UTM  13      - 3,595,925.405   545,982.867   MT  0.99962607   +0 15 46.8
 CW0776
 CW0776!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CW0776!SPC NM E     -   0.99980404  x   0.99991251  =   0.99971657
 CW0776!UTM  13      -   0.99980404  x   0.99962607  =   0.99943019
 CW0776
 CW0776|---------------------------------------------------------------------|
 CW0776| PID    Reference Object                     Distance      Geod. Az  |
 CW0776|                                                           dddmmss.s |
 CW0776| CW0777 DEADMAN                               0.335 METERS 04615     |
 CW0776| CH8764 DEADMAN RM 1                         21.092 METERS 24956     |
 CW0776| CH8765 DEADMAN RM 2                         12.125 METERS 32407     |
 CW0776| CH8763 DEADMAN AZ MK                                      3335212.9 |
 CW0776|---------------------------------------------------------------------|
 CW0776
 CW0776                          SUPERSEDED SURVEY CONTROL
 CW0776
 CW0776  NAD 83(1986)-  32 29 58.72846(N)    104 30 37.82406(W) AD(       ) 1
 CW0776  NAD 27      -  32 29 58.32200(N)    104 30 35.95300(W) AD(       ) 1
 CW0776  NGVD 29 (07/19/86) 1271.1    (m)         4170.     (f) VERT ANG       
 CW0776
 CW0776.Superseded values are not recommended for survey control.
 CW0776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0776.See file dsdata.txt to determine how the superseded data were derived.
 CW0776
 CW0776_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SER4598395925(NAD 83)
 CW0776_MARKER: DS = TRIANGULATION STATION DISK
 CW0776_SETTING: 66 = SET IN ROCK OUTCROP
 CW0776
 CW0776  HISTORY     - Date     Condition        Report By
 CW0776  HISTORY     - 1922     MONUMENTED       CGS
 CW0776  HISTORY     - 1928     GOOD             CGS
 CW0776  HISTORY     - 1944     GOOD             CGS
 CW0776
 CW0776                          STATION DESCRIPTION
 CW0776
 CW0776'DESCRIBED BY COAST AND GEODETIC SURVEY 1928
 CW0776'ABOUT 16 MILES WNW FROM CARLSBAD, 12 MILES SW FROM LAKEWOOD,
 CW0776'ON THE HIGHEST GROUND S OF THE W ENTRANCE OF THE ROAD LEADING
 CW0776'THROUGH DEADMANS GULCH.  STATION IS ABOUT 10 PACES E OF THE LEDGE
 CW0776'AT THE W SIDE OF THE BLUFF AT A POINT WHERE THE TOWN OF
 CW0776'LAKEWOOD SHOWS OVER AND TO LEFT OF LEFT TANGENT OF HILLS 3
 CW0776'MILES N, ABOUT 9 MILES S OF THE SEVEN RIVERS SCHOOL.  THE N
 CW0776'SIDE OF BLUFF HAS A PROMINENT V-SHAPED GULLY ONE-THIRD OF
 CW0776'THE DISTANCE FROM THE TOP AND IS VISIBLE FROM THE ROAD.
 CW0776'
 CW0776'STATION IS ON A PROMINENT HILL NW OF THE SECOND GAP AND ABOUT
 CW0776'3/4 MILE E OF THE ROAD.
 CW0776'
 CW0776'STATION AND REFERENCE MARKS ARE BRONZE DISKS SET IN ROCK.
 CW0776'
 CW0776'REFERENCE MARK 1 IS 21.10 METERS (69.2 FEET) FRON STATION
 CW0776'AND REFERENCE MARK 2 IS 12.13 METERS
 CW0776'(39.8 FEET) FROM STATION.
 CW0776'
 CW0776'STATION DEADMAN (U.S.G.S.) IS 0.335 METER (1.10 FEET) FROM
 CW0776'THE STATION N 46 DEG 18 MIN E.
 CW0776'
 CW0776'TO REACH FROM CARLSBAD, TAKE THE CARLSBAD-ROSWELL HIGHWAWY AND
 CW0776'GO 11.1 MILES TOWARD ROSWELL, TURN ONTO THE ROCKY ARROYO
 CW0776'ROAD AND CONTINUE 13 MILES, FROM HERE TAKE A TRAIL TO THE
 CW0776'RIGHT AND GO 1/4 MILE.  KEEP TO THE RIGHT AND FOLLOW THE W
 CW0776'EDGE OF THE PLAIN ABOUT 4 MILES TO A POINT JUST PAST THE SECOND
 CW0776'GAP IN THE HILLS TO THE RIGHT.
 CW0776
 CW0776                          STATION RECOVERY (1944)
 CW0776
 CW0776'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (EHB)
 CW0776'ALL MARKS RECOVERED AND FOUND TO BE IN GOOD CONDITION EXCEPT
 CW0776'STATION DEADMAN (U.S.G.S.), WHICH WAS NOT RECOVERED AND WHICH
 CW0776'WAS DESCRIBED AS BEING 0.335 METER, 1.10 FEET, FROM THE STATION
 CW0776'N 46 DEG 18 MIN E.  NEW DESCRIPTION FOLLOWS--
 CW0776'
 CW0776'STATION IS LOCATED ABOUT 16 MILES WNW FROM CARLSBAD, 12
 CW0776'MILES SW FROM LAKEWOOD, ON THE HIGHEST GROUND S OF THE W
 CW0776'ENTRANCE OF THE ROAD LEADING THROUGH DEADMANS GULCH.  IT IS
 CW0776'ABOUT 10 YARDS E OF THE LEDGE AT THE W SIDE OF THE BLUFF AT
 CW0776'A POINT WHERE THE TOWN OF LAKEWOOD SHOWS OVER AND TO LEFT OF
 CW0776'LEFT TANGENT OF HILLS 3 MILES N, ABOUT 9 MILES S OF THE SEVEN
 CW0776'RIVERS SCHOOL.  THE N SIDE OF THE BLUFF HAS A PROMINENT
 CW0776'V-SHAPED GULLY ONE-THIRD OF THE DISTANCE FROM THE TOP AND
 CW0776'IS VISIBLE FROM THE ROAD.
 CW0776'
 CW0776'STATION MARK IS ABOUT 30 FEET E OF W LEDGE, 12 FEET SW OF A
 CW0776'4- BY 4-INCH WHITE WITNESS POST.  IT IS A BRONZE STATION DISK
 CW0776'SET IN BEDROCK FLUSH WITH THE GROUND.  STAMPED DEAD MAN VA
 CW0776'BM 1922 4171.
 CW0776'
 CW0776'REFERENCE MARK 1 IS WSW FROM THE STATION, ABOUT 5 FEET E OF
 CW0776'THE W LEDGE.  A BRONZE REFERENCE DISK SET IN BEDROCK FLUSH
 CW0776'WITH THE GROUND.  STAMPED DEAD MAN NO 1 1922.
 CW0776'
 CW0776'REFERENCE MARK 2 IS NNW OF THE STATION, ABOUT 2 FEET SE OF
 CW0776'THE W LEDGE.  A BRONZE REFERENCE DISK SET IN BEDROCK FLUSH
 CW0776'WITH THE GROUND.  STAMPED DEAD MAN NO 2 1922.
 CW0776'
 CW0776'AZIMUTH MARK WAS ESTABLISHED IN 1944.  IT IS ABOUT 1/4 MILE
 CW0776'NNW OF THE STATION ON THE EXTREME W END OF A LOW RIDGE, 6 FEET
 CW0776'NW OF A ROCK CAIRN AND A 4- BY 4-INCH WHITE WITNESS POST.
 CW0776'IT IS A BRONZE AZIMUTH DISK SET IN A BOULDER FLUSH WITH THE
 CW0776'GROUND.  STAMPED DEADMAN 1944.
 CW0776'
 CW0776'TO REACH FROM CARLSBAD, GO N FROM THE COURTHOUSE 12.0 MILES
 CW0776'TO FILLING STATION ON LEFT AND SIDE ROAD W TO EL PASO GAP,
 CW0776'TURN LEFT ON THE EL PASO GAP ROAD AND GO 11.0 MILES TO FORKS
 CW0776'AND SIGN CAWLEY RANCH, TAKE RIGHT FORK AS PER SIGN AND PROCEED
 CW0776'0.7 MILE TO FORK JUST BEYOND U.S.G.S. B.M. 3740.2, AND JUST
 CW0776'ABOVE THE RESERVOIR, TURN RIGHT AND FOLLOW THE OLD ROAD N
 CW0776'ALONG BASE OF RIM FOR 1.9 MILES, PASS THROUGH GATE AND
 CW0776'CONTINUE ON MAIN-TRAVELED ROAD FOR 0.9 MILE TO FORK, TAKE
 CW0776'DIM RIGHT FORK E AND GO ABOUT 0.6 MILE TO A RESERVOIR, TURN
 CW0776'RIGHT JUST ABOVE THE RESERVOIR AND FOLLOW DIM TRACKS AND
 CW0776'STOCK TRAIL FOR ABOUT 0.5 MILE UP THE RIDGE TO THE SADDLE
 CW0776'BETWEEN STATION ON LEFT AND HILL TO THE S.  HERE TURN LEFT
 CW0776'UP THE MAIN RIDGE AND PROCEED ABOUT 0.3 MILE TO W END OF RIM
 CW0776'AND STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0777 ***********************************************************************
 CW0777  DESIGNATION -  DEADMAN
 CW0777  PID         -  CW0777
 CW0777  STATE/COUNTY-  NM/EDDY
 CW0777  USGS QUAD   -  MARTHA CREEK (1978)
 CW0777
 CW0777                         *CURRENT SURVEY CONTROL
 CW0777  ___________________________________________________________________
 CW0777* NAD 83(1992)-  32 29 58.73298(N)    104 30 37.82043(W)     ADJUSTED  
 CW0777* NAVD 88     -      1272.     (meters)    4173.     (feet)  SCALED    
 CW0777  ___________________________________________________________________
 CW0777  LAPLACE CORR-          -4.14  (seconds)                    DEFLEC99
 CW0777  GEOID HEIGHT-         -23.31  (meters)                     GEOID03
 CW0777
 CW0777  HORZ ORDER  -  SECOND
 CW0777
 CW0777.The horizontal coordinates were established by classical geodetic methods
 CW0777.and adjusted by the National Geodetic Survey in December 1993..
 CW0777
 CW0777.The orthometric height was scaled from a topographic map.
 CW0777
 CW0777.The Laplace correction was computed from DEFLEC99 derived deflections.
 CW0777
 CW0777.The geoid height was determined by GEOID03.
 CW0777
 CW0777;                    North         East     Units Scale Factor Converg.
 CW0777;SPC NM E     -   166,283.393   148,351.355   MT  0.99991251   -0 05 42.7
 CW0777;SPC NM E     -   545,548.10    486,716.07   sFT  0.99991251   -0 05 42.7
 CW0777;UTM  13      - 3,595,925.638   545,983.108   MT  0.99962607   +0 15 46.8
 CW0777
 CW0777!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CW0777!SPC NM E     -   0.99980406  x   0.99991251  =   0.99971659
 CW0777!UTM  13      -   0.99980406  x   0.99962607  =   0.99943020
 CW0777
 CW0777                          SUPERSEDED SURVEY CONTROL
 CW0777
 CW0777  NAD 83(1986)-  32 29 58.73598(N)    104 30 37.81478(W) AD(       ) 2
 CW0777  NAD 27      -  32 29 58.33000(N)    104 30 35.94000(W) AD(       ) 2
 CW0777
 CW0777.Superseded values are not recommended for survey control.
 CW0777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0777.See file dsdata.txt to determine how the superseded data were derived.
 CW0777
 CW0777_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SER4598395926(NAD 83)
 CW0777_MARKER: DB = BENCH MARK DISK
 CW0777_SETTING: 80 = SET IN A BOULDER
 CW0777_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CW0777+STABILITY: SURFACE MOTION
 CW0777
 CW0777  HISTORY     - Date     Condition        Report By
 CW0777  HISTORY     - 1922     MONUMENTED       USGS
 CW0777
 CW0777                          STATION DESCRIPTION
 CW0777
 CW0777'DESCRIBED BY US GEOLOGICAL SURVEY 1922 (CMD)
 CW0777'STATION IS MARKED BY A U.S. GEOLOGICAL SURVEY BRONZE BENCH
 CW0777'MARK CEMENTED IN SOLID ROCK.  SEE DESCRIPTION OF DEADMAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0494 ***********************************************************************
 GN0494  DESIGNATION -  DEADMAN LOOKOUT TOWER
 GN0494  PID         -  GN0494
 GN0494  STATE/COUNTY-  NM/RIO ARRIBA
 GN0494  USGS QUAD   -  LLAVES (1983)
 GN0494
 GN0494                         *CURRENT SURVEY CONTROL
 GN0494  ___________________________________________________________________
 GN0494* NAD 83(1992)-  36 25 35.69969(N)    106 46 33.84757(W)     ADJUSTED  
 GN0494* NAVD 88     -      2679.1    (meters)    8790.     (feet)  VERTCON   
 GN0494  ___________________________________________________________________
 GN0494  LAPLACE CORR-           4.88  (seconds)                    DEFLEC99
 GN0494  GEOID HEIGHT-         -18.90  (meters)                     GEOID03
 GN0494
 GN0494  HORZ ORDER  -  THIRD
 GN0494
 GN0494.The horizontal coordinates were established by classical geodetic methods
 GN0494.and adjusted by the National Geodetic Survey in December 1993..
 GN0494
 GN0494.The NAVD 88 height was computed by applying the VERTCON shift value to
 GN0494.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GN0494
 GN0494.The Laplace correction was computed from DEFLEC99 derived deflections.
 GN0494
 GN0494.The geoid height was determined by GEOID03.
 GN0494
 GN0494;                    North         East     Units Scale Factor Converg.
 GN0494;SPC NM C     -   601,971.687   452,828.985   MT  0.99992741   -0 18 44.6
 GN0494;SPC NM C     - 1,974,968.78  1,485,656.43   sFT  0.99992741   -0 18 44.6
 GN0494;UTM  13      - 4,032,730.018   340,786.080   MT  0.99991232   -1 03 17.4
 GN0494
 GN0494!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GN0494!SPC NM C     -   0.99958267  x   0.99992741  =   0.99951011
 GN0494!UTM  13      -   0.99958267  x   0.99991232  =   0.99949503
 GN0494
 GN0494:                Primary Azimuth Mark                     Grid Az
 GN0494:SPC NM C     -  8966=GALLINA                             006 08 33.8
 GN0494:UTM  13      -  8966=GALLINA                             006 53 06.6
 GN0494
 GN0494|---------------------------------------------------------------------|
 GN0494| PID    Reference Object                     Distance      Geod. Az  |
 GN0494|                                                           dddmmss.s |
 GN0494| GN0493 8966=GALLINA                        APPROX. 7.3 KM 0054949.2 |
 GN0494|---------------------------------------------------------------------|
 GN0494
 GN0494                          SUPERSEDED SURVEY CONTROL
 GN0494
 GN0494  NAD 83(1986)-  36 25 35.70042(N)    106 46 33.85396(W) AD(       ) 3
 GN0494  NAD 27      -  36 25 35.66500(N)    106 46 31.71600(W) AD(       ) 3
 GN0494  NGVD 29 (07/19/86) 2677.9    (m)         8786.     (f) VERT ANG       
 GN0494
 GN0494.Superseded values are not recommended for survey control.
 GN0494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0494.See file dsdata.txt to determine how the superseded data were derived.
 GN0494
 GN0494_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCA4078632730(NAD 83)
 GN0494_MARKER: 57 = LOOKOUT TOWER
 GN0494
 GN0494  HISTORY     - Date     Condition        Report By
 GN0494  HISTORY     - 1951     FIRST OBSERVED   NGS
 GN0494  HISTORY     - 1960     GOOD             CGS
 GN0494
 GN0494                          STATION DESCRIPTION
 GN0494
 GN0494'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 GN0494'STATION IS A FOREST SERVICE LOOKOUT TOWER AND IS ON THE HIGHEST
 GN0494'POINT, 10.0 MI. S. AND 2.0 MI. W. OF EL VADO DAM, RIO ARRIBA COUNTY,
 GN0494'NEW MEXICO.
 GN0494'
 GN0494'TO REACH STATION PROCEED FROM W. END OF EL VADO DAM 16.0 MI. SW.
 GN0494'ALONG STATE HIGHWAY 112 TO INTERSECTION OF STATE HIGHWAY 112 AND
 GN0494'DEADMAN LOOKOUT TOWER RD., THENCE TURN LEFT (E.) AND CONTINUE FOR
 GN0494'5.7 MI. TO TOP OF HIGHEST POINT AND THE STATION.
 GN0494'
 GN0494'STATION MARK--USFS LOOKOUT TOWER (APEX OF TOWER).
 GN0494'
 GN0494'REFERENCE MARKS--NONE.
 GN0494
 GN0494                          STATION RECOVERY (1960)
 GN0494
 GN0494'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HWK)
 GN0494'THE STATION IS THE LOOKOUT TOWER WHICH IS LOCATED APPROXIMATELY
 GN0494'14 MILES NORTH OF GALLINA, 8 MILES SOUTH OF EL VADO, AND NEAR
 GN0494'THE SOUTH END OF THE GALLINA MOUNTAINS.
 GN0494'
 GN0494'THE TOWER IS A FOUR LEGGED STRUCTURE WITH A CABIN ATOP AND IS
 GN0494'APPROXIMATELY 70 FEET IN HEIGHT.  THE TOP CENTER OF THE ROOF
 GN0494'OF THE CABIN WAS THE POINT INTERSECTED.
 GN0494'
 GN0494'THE STATION WAS NOT VISITED BY THIS PARTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0765 ***********************************************************************
 DQ0765  DESIGNATION -  DEAN
 DQ0765  PID         -  DQ0765
 DQ0765  STATE/COUNTY-  NM/ROOSEVELT
 DQ0765  USGS QUAD   -  PEP (1972)
 DQ0765
 DQ0765                         *CURRENT SURVEY CONTROL
 DQ0765  ___________________________________________________________________
 DQ0765* NAD 83(1992)-  33 45 03.22369(N)    103 20 23.50975(W)     ADJUSTED  
 DQ0765* NAVD 88     -      1290.4    (meters)    4234.     (feet)  VERTCON   
 DQ0765  ___________________________________________________________________
 DQ0765  LAPLACE CORR-          -0.50  (seconds)                    DEFLEC99
 DQ0765  GEOID HEIGHT-         -22.60  (meters)                     GEOID03
 DQ0765
 DQ0765  HORZ ORDER  -  SECOND
 DQ0765
 DQ0765.The horizontal coordinates were established by classical geodetic methods
 DQ0765.and adjusted by the National Geodetic Survey in December 1993..
 DQ0765
 DQ0765.The NAVD 88 height was computed by applying the VERTCON shift value to
 DQ0765.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DQ0765
 DQ0765.The Laplace correction was computed from DEFLEC99 derived deflections.
 DQ0765
 DQ0765.The geoid height was determined by GEOID03.
 DQ0765
 DQ0765;                    North         East     Units Scale Factor Converg.
 DQ0765;SPC NM E     -   305,472.044   257,041.924   MT  1.00001350   +0 33 07.2
 DQ0765;SPC NM E     - 1,002,202.86    843,311.71   sFT  1.00001350   +0 33 07.2
 DQ0765;UTM  13      - 3,735,774.173   653,764.342   MT  0.99989148   +0 55 21.1
 DQ0765
 DQ0765!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ0765!SPC NM E     -   0.99980100  x   1.00001350  =   0.99981450
 DQ0765!UTM  13      -   0.99980100  x   0.99989148  =   0.99969251
 DQ0765
 DQ0765:                Primary Azimuth Mark                     Grid Az
 DQ0765:SPC NM E     -  DEAN AZ MK                               179 38 27.2
 DQ0765:UTM  13      -  DEAN AZ MK                               179 16 13.3
 DQ0765
 DQ0765|---------------------------------------------------------------------|
 DQ0765| PID    Reference Object                     Distance      Geod. Az  |
 DQ0765|                                                           dddmmss.s |
 DQ0765| CJ6180 DEAN AZ MK                                         1801134.4 |
 DQ0765| DQ0759 MILNESAND NATURAL GAS MAST          APPROX.10.8 KM 1803932.9 |
 DQ0765| CJ6181 DEAN RM 1                            48.439 METERS 22014     |
 DQ0765| CJ6183 DEAN RM 3                            31.089 METERS 26746     |
 DQ0765| CJ6185 DEAN RM 5                            33.470 METERS 28832     |
 DQ0765| CJ6184 DEAN RM 4                            51.459 METERS 32314     |
 DQ0765| CJ6182 DEAN RM 2                            51.432 METERS 32315     |
 DQ0765| DQ0766 DEAN AZ MK 2                        APPROX. 0.9 KM 3581205.5 |
 DQ0765|---------------------------------------------------------------------|
 DQ0765
 DQ0765                          SUPERSEDED SURVEY CONTROL
 DQ0765
 DQ0765  NAD 83(1986)-  33 45 03.22858(N)    103 20 23.50395(W) AD(       ) 2
 DQ0765  NAD 27      -  33 45 02.89100(N)    103 20 21.67500(W) AD(       ) 2
 DQ0765  NGVD 29 (07/19/86) 1289.9    (m)         4232.     (f) VERT ANG       
 DQ0765
 DQ0765.Superseded values are not recommended for survey control.
 DQ0765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0765.See file dsdata.txt to determine how the superseded data were derived.
 DQ0765
 DQ0765_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFT5376435774(NAD 83)
 DQ0765_MARKER: DS = TRIANGULATION STATION DISK
 DQ0765_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0765_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 DQ0765
 DQ0765  HISTORY     - Date     Condition        Report By
 DQ0765  HISTORY     - 1935     MONUMENTED       CGS
 DQ0765  HISTORY     - 1972     SEE DESCRIPTION  NGS
 DQ0765  HISTORY     - 1980     GOOD             NGS
 DQ0765
 DQ0765                          STATION DESCRIPTION
 DQ0765
 DQ0765'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 DQ0765'ABOUT 30 MILES SOUTH OF PORTALES, 7.4 MILES NORTH OF MILNESAND
 DQ0765'POST OFFICE, IN SEC. 35, T. 6 S., R. 35 E., 150 YARDS NORTHEAST
 DQ0765'OF JESS DEANS HOUSE, AND 48 FEET EAST OF THE CENTER LINE
 DQ0765'OF STATE HIGHWAY 18.  THE SURFACE, UNDERGROUND, REFERENCE,
 DQ0765'AND AZIMUTH MARKS ARE STANDARD DISKS SET IN CONCRETE.
 DQ0765'REFERENCE MARK NO. 1 IS 1 FOOT
 DQ0765'NORTHEAST OF A FENCE T-INTERSECTION, 54 FEET WEST OF THE CENTER
 DQ0765'LINE OF THE HIGHWAY AND 158.94 FEET FROM STATION
 DQ0765'S 40 DEG 14 MIN W, AND NO. 2 IS 1 FOOT EAST OF THE WEST
 DQ0765'RIGHT-OF-WAY FENCE LINE, 51 FEET WEST OF THE CENTER LINE OF THE
 DQ0765'HIGHWAY AND 168.74 FEET FROM STATION N 36 DEG 45 MIN W.
 DQ0765'THE AZIMUTH MARK IS 1 FOOT EAST OF THE EAST
 DQ0765'RIGHT-OF-WAY FENCE, 41 FEET EAST OF THE CENTER LINE OF THE
 DQ0765'HIGHWAY AND 0.6 MILE FROM THE STATION S 0 DEG 12 MIN W.
 DQ0765
 DQ0765                          STATION RECOVERY (1972)
 DQ0765
 DQ0765'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 DQ0765'THE STATION SUB-SURFACE MARK AND REFERENCE MARK NO.1 WERE RECOVERED
 DQ0765'AND FOUND IN GOOD CONDITION.  REFERENCE MARK NO.2 WAS FOUND TILTED.
 DQ0765'THE STATION SURFACE MARK AND THE AZIMUTH MARK WERE FOUND TO HAVE
 DQ0765'BEEN DESTROYED.  A NEW STATION SURFACE MARK, REFERENCE MARKS 3 AND
 DQ0765'4 AND THE AZIMUTH MARK WERE ESTABLISHED AT THIS TIME.  THE
 DQ0765'STATION IS LOCATED IN A CULTIVATED FIELD, THEREFORE THE SURFACE
 DQ0765'MARK IS ABOUT 12-INCHES BELOW THE SURFACE OF THE GROUND.
 DQ0765'
 DQ0765'A NEW AND COMPLETE DESCRIPTION FOLLOWS--
 DQ0765'
 DQ0765'THE STATION IS LOCATED ABOUT 13 MILES SOUTH OF DORA, 7 MILES NORTH
 DQ0765'OF MILNE SAND AND ON THE EAST SIDE OF STATE HIGHWAY 18 IN CULTIVATED
 DQ0765'FIELD.
 DQ0765'
 DQ0765'TO REACH THE STATION FROM THE MAIN INTERSECTION IN DORA, GO SOUTH
 DQ0765'ON STATE HIGHWAY 18 FOR 8.95 MILES TO THE SMALL SETTLEMENT OF HI
 DQ0765'WAY.  CONTINUE SOUTH ON STATE HIGHWAY 18 FOR 2.85 MILES TO A SIDE
 DQ0765'ROAD ON THE RIGHT AND AZIMUTH MARK ON THE RIGHT.  CONTINUE SOUTH
 DQ0765'ON STATE HIGHWAY 18 FOR 0.6 MILE TO STATION ON THE LEFT IN
 DQ0765'CULTIVATED FIELD.
 DQ0765'
 DQ0765'STATION MARKS ARE STANDARD DISKS, STAMPED DEAN 1935 1972.  THE
 DQ0765'SUB-SURFACE MARK IS SET IN AN IRREGULAR MASS OF CONCRETE ABOUT 3
 DQ0765'FEET BELOW THE SURFACE OF THE GROUND.  THE SURFACE MARK IS SET IN
 DQ0765'THE TOP OF A ROUND CONCRETE POST THAT IS ABOUT 12-INCHES BELOW THE
 DQ0765'SURFACE OF THE GROUND.  IT IS 49 FEET EAST OF THE CENTER-LINE OF
 DQ0765'STATE HIGHWAY 18, 38 FEET EAST OF THE EAST EDGE OF PAVEMENT
 DQ0765'OF STATE HIGHWAY 18, 10.3 FEET SOUTH-SOUTHWEST OF NAIL WITH
 DQ0765'WASHER AT THE BASE OF A HI-LINE POLE AND 9.6 FEET
 DQ0765'SOUTH-SOUTHWEST OF A METAL WITNESS POST.
 DQ0765'
 DQ0765'REFERENCE MARK NO.1 IS A STANDARD DISK, SET IN THE TOP OF A SQUARE
 DQ0765'CONCRETE POST THAT IS FLUSH WITH THE GROUND AND IS STAMPED DEAN
 DQ0765'NO 1 1935.  IT IS 53 FEET WEST OF THE CENTER-LINE OF STATE HIGHWAY
 DQ0765'18, 7 FEET NORTH-NORTHEAST OF A TELEPHONE POLE AND 1.6 FEET EAST
 DQ0765'OF A METAL WITNESS POST.
 DQ0765'
 DQ0765'REFERENCE MARK NO.3 IS A STANDARD DISK, SET IN THE TOP OF A SQUARE
 DQ0765'CONCRETE POST, THAT PROJECTS ABOUT 2-INCHES AND IS STAMPED DEAN 1935
 DQ0765'NO 3 1972.  IT IS 53 FEET WEST OF THE CENTER-LINE OF STATE HIGHWAY
 DQ0765'18, 41 FEET SOUTH OF A TELEPHONE POLE AND 124 FEET NORTH OF
 DQ0765'ANOTHER TELEPHONE POLE.
 DQ0765'
 DQ0765'REFERENCE MARK NO.4 IS A STANDARD DISK, SET IN THE TOP OF A SQUARE
 DQ0765'CONCRETE POST, THAT PROJECTS ABOUT 6-INCHES AND IS STAMPED DEAN 1935
 DQ0765'NO 4 1972.  IT IS 98 FEET NORTH OF A TELEPHONE POLE, 52 FEET WEST
 DQ0765'OF THE CENTER-LINE OF STATE HIGHWAY 18 AND 66 FEET SOUTH OF A
 DQ0765'TELEPHONE POLE.
 DQ0765'
 DQ0765'AZIMUTH MARK IS A STANDARD DISK, SET IN THE TOP OF A SQUARE CONCRETE
 DQ0765'POST THAT IS FLUSH WITH THE GROUND AND IS STAMPED DEAN 1935 1972.
 DQ0765'IT IS 62 FEET SOUTH OF THE CENTER OF GRADED ROAD, 52 FEET WEST OF
 DQ0765'THE CENTER-LINE OF STATE HIGHWAY 18, 32 FEET SOUTH OF A FENCE-CORNER
 DQ0765'POST, 1.6 FEET SOUTH OF A TELEPHONE POLE AND 1.6 FEET WEST OF A
 DQ0765'METAL WITNESS POST.
 DQ0765'
 DQ0765'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--DORA SOUTH
 DQ0765'13 MILES.
 DQ0765
 DQ0765                          STATION RECOVERY (1980)
 DQ0765
 DQ0765'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 DQ0765'STATION MARK, REFERENCE MARK 1 AND AZIMUTH MARK WERE RECOVERED IN
 DQ0765'GOOD CONDITION, REFERENCE MARK 3 WAS NOT FOUND, REFERENCE MARK 4 WAS
 DQ0765'FOUND DESTROYED.  A NEW REFERENCE MARK NUMBER 5 WAS ESTABLISHED AT
 DQ0765'THIS TIME.  DISTANCE AND DIRECTION TO REFERENCE MARK 1 COMPARED
 DQ0765'FAVORABLY WITH PREVIOUS DATA.
 DQ0765'
 DQ0765'STATION IS REACHED FROM THE JUNCTION OF STATE HIGHWAYS 18 AND 262 AND
 DQ0765'POST OFFICE IN NILNESAND.  GO NORTH ON HIGHWAY 18 FOR 7.45 MILES TO
 DQ0765'STATION ON RIGHT, AS DESCRIBED.  CONTINUE NORTH ON HIGHWAY 18 FOR 0.6
 DQ0765'MILES TO A CROSSROAD AND AZIMUTH MARK ON LEFT, IN SOUTHWEST ANGLE.
 DQ0765'
 DQ0765'STATION IS A STANDARD DISK, STAMPED---DEAN 1935 1972---, SET IN THE
 DQ0765'TOP OF A ROUND CONCRETE MONUMENT ABOUT 12 INCHES BELOW GROUND, 48
 DQ0765'FEET EAST OF CENTER HIGHWAY 18, 9.5 FEET SOUTH-SOUTHWEST OF A METAL
 DQ0765'WITNESS POST, 9.7 FEET SOUTH-SOUTHWEST OF A POWETR LINE POLE.
 DQ0765'
 DQ0765'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED---DEAN NO 1 1935---, SET
 DQ0765'IN THE TOP OF A SQUARE CONCRETE POST FLUSH WITH GROUND, 54 FEET WEST
 DQ0765'OF CENTER HIGHWAY 18, 6.6 FEET NORTH-NORTHEAST OF A TELEPHONE LINE
 DQ0765'POLE AND METAL WITNESS POST.
 DQ0765'
 DQ0765'REFERENCE MARK 5 IS A STANDARD DISK, STAMPED---DEAN 1935 NO 5 1980---,
 DQ0765'SET IN THE TOP OF A ROUND CONCRETE MONUMENT PROJECTING ABOUT 2 INCHES,
 DQ0765'56 FEET WEST OF CENTER HIGHWAY 18, 2 FEET SOUTH OF A TELEPHONE LINE
 DQ0765'POLE.
 DQ0765'
 DQ0765'AZIMUTH MARK IS A STANDARD DISK, STAMPED---DEAN 1935 1972---, SET IN
 DQ0765'THE TOP OF A SQUARE CONCRETE MONUMENT FLUSH WITH GROUND, 62 FEET SOUTH
 DQ0765'OF CENTER GRAVELED ROAD, 52 FEET WEST OF CENTER HIGHWAY 18, 1.6 FEET
 DQ0765'SOUTH OF A TELEPHONE LINE POLE, 1 FOOT WEST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0755 ***********************************************************************
 GM0755  DESIGNATION -  DEAN
 GM0755  PID         -  GM0755
 GM0755  STATE/COUNTY-  NM/COLFAX
 GM0755  USGS QUAD   -  CIMARRON (1987)
 GM0755
 GM0755                         *CURRENT SURVEY CONTROL
 GM0755  ___________________________________________________________________
 GM0755* NAD 83(1992)-  36 32 22.86879(N)    104 58 11.99396(W)     ADJUSTED  
 GM0755* NAVD 88     -      2407.4    (meters)    7898.     (feet)  VERTCON   
 GM0755  ___________________________________________________________________
 GM0755  LAPLACE CORR-          -8.48  (seconds)                    DEFLEC99
 GM0755  GEOID HEIGHT-         -17.50  (meters)                     GEOID03
 GM0755
 GM0755  HORZ ORDER  -  FIRST
 GM0755
 GM0755.The horizontal coordinates were established by classical geodetic methods
 GM0755.and adjusted by the National Geodetic Survey in December 1993..
 GM0755
 GM0755.The NAVD 88 height was computed by applying the VERTCON shift value to
 GM0755.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GM0755
 GM0755.The Laplace correction was computed from DEFLEC99 derived deflections.
 GM0755
 GM0755.The geoid height was determined by GEOID03.
 GM0755
 GM0755;                    North         East     Units Scale Factor Converg.
 GM0755;SPC NM E     -   614,586.760   107,994.443   MT  0.99994911   -0 22 44.6
 GM0755;SPC NM E     - 2,016,356.73    354,311.77   sFT  0.99994911   -0 22 44.6
 GM0755;UTM  13      - 4,043,810.617   502,685.436   MT  0.99960009   +0 01 04.3
 GM0755
 GM0755!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GM0755!SPC NM E     -   0.99962507  x   0.99994911  =   0.99957420
 GM0755!UTM  13      -   0.99962507  x   0.99960009  =   0.99922531
 GM0755
 GM0755:                Primary Azimuth Mark                     Grid Az
 GM0755:SPC NM E     -  DEAN AZ MK                               080 08 36.6
 GM0755:UTM  13      -  DEAN AZ MK                               079 44 47.7
 GM0755
 GM0755|---------------------------------------------------------------------|
 GM0755| PID    Reference Object                     Distance      Geod. Az  |
 GM0755|                                                           dddmmss.s |
 GM0755| CM7922 DEAN AZ MK                                         0794552.0 |
 GM0755| CM7923 DEAN RM 1                             4.071 METERS 19938     |
 GM0755| GM0756 CHASE                                 5.517 METERS 27638     |
 GM0755|---------------------------------------------------------------------|
 GM0755
 GM0755                          SUPERSEDED SURVEY CONTROL
 GM0755
 GM0755  NAD 83(1986)-  36 32 22.87572(N)    104 58 11.99575(W) AD(       ) 1
 GM0755  NAD 27      -  36 32 22.74600(N)    104 58 09.98520(W) AD(       ) 1
 GM0755  NGVD 29 (07/19/86) 2406.4    (m)         7895.     (f) VERT ANG       
 GM0755
 GM0755.Superseded values are not recommended for survey control.
 GM0755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0755.See file dsdata.txt to determine how the superseded data were derived.
 GM0755
 GM0755_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEA0268543811(NAD 83)
 GM0755_MARKER: DS = TRIANGULATION STATION DISK
 GM0755_SETTING: 80 = SET IN A BOULDER
 GM0755_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 GM0755
 GM0755  HISTORY     - Date     Condition        Report By
 GM0755  HISTORY     - 1949     MONUMENTED       CGS
 GM0755  HISTORY     - 1954     GOOD             USGS
 GM0755  HISTORY     - 1961     GOOD             CGS
 GM0755
 GM0755                          STATION DESCRIPTION
 GM0755
 GM0755'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (DHK)
 GM0755'THE STATION IS LOCATED ABOUT 4 MILES AIR LINE NORTHWEST OF
 GM0755'CIMARRON AND ABOUT 3 MILES AIR LINE WEST-SOUTHWEST OF THE
 GM0755'CHASE RANCH BUILDINGS, ON THE EASTERN OF TWO WOODED PEAKS OF
 GM0755'A RIDGE.  IT IS THE HIGHEST PEAK IN THE NEAR VICINITY.  THE
 GM0755'STATION MARK IS SET FLUSH ON THE HIGHEST POINT OF THE PEAK AND IS
 GM0755'STAMPED, DEAN 1949.
 GM0755'
 GM0755'REFERENCE MARK NO. 1 IS SET FLUSH AT ABOUT THE SAME ELEVATION
 GM0755'AS THE STATION MARK AND IS STAMPED, DEAN NO 1 1949.
 GM0755'
 GM0755'A U.S. GEOLOGICAL SURVEY BENCH MARK IS THE OTHER REFERENCE
 GM0755'MARK.  IT IS SET FLUSH IN A BOULDER AT ABOUT THE SAME ELEVATION
 GM0755'AS THE STATION MARK.  IT IS UNSTAMPED.
 GM0755'
 GM0755'THE AZIMUTH MARK IS SET FLUSH IN A BOULDER IN DEAN CANYON, 9
 GM0755'PACES SOUTH OF A TRACK ROAD AND 6 FEET SOUTH OF A WHITE WITNESS
 GM0755'POST.  IT IS STAMPED, DEAN 1949.
 GM0755'
 GM0755'TO REACH THE STATION FROM CIMARRON, GO NORTHEASTERLY ON U.S.
 GM0755'HIGHWAY 64 FOR 2.0 MILES TO BRIDGE OVER PINOL CREEK.  CONTINUE
 GM0755'ON HIGHWAY 0.15 MILE TO A ROAD LEFT.  TURN LEFT, GO NORTHWESTERLY
 GM0755'2.8 MILES TO CHASE RANCH BUILDINGS ON LEFT.  TURN LEFT GO 0.1
 GM0755'MILE TO A GATE NORTHWEST OF HOUSE, PASS THROUGH GATE, TURN LEFT,
 GM0755'GO SOUTHERLY THROUGH ORCHARD 0.2 MILE TO A CELLAR.  TURN RIGHT,
 GM0755'GO 0.1 MILE TO CREEK.  CROSS CREEK, TURN LEFT, GO 0.2 MILE TO A
 GM0755'GATE.  PASS THROUGH GATE, GO 0.05 MILE TO A GATE.  PASS
 GM0755'THROUGH GATE, GO SOUTHERLY THEN WESTERLY UP DEAN CANYON 0.55
 GM0755'MILE TO AZIMUTH MARK ON LEFT.  CONTINUE UP CANYON 1.65 MILES
 GM0755'TO FORK OF CANYON AND END OF TRUCK TRAVEL.  FROM HERE WALK
 GM0755'UP RIDGE WESTERLY, KEEPING TO THE LEFT OF THE CANYON, TO
 GM0755'THE HIGHEST POINT OF THE PEAK AND STATION.  A 1-HOUR PACK.
 GM0755
 GM0755                          STATION RECOVERY (1954)
 GM0755
 GM0755'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954 (KSM)
 GM0755'STATION MARK--STANDARD USC AND GS DISK, STAMPED ---DEAN 1949---,
 GM0755'WEDGED IN DRILL HOLE IN BOULDER.
 GM0755
 GM0755                          STATION RECOVERY (1961)
 GM0755
 GM0755'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (HWK)
 GM0755'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2
 GM0755'AND THE AZIMUTH MARK WERE RECOVERED AS PREVIOUSLY DESCRIBED
 GM0755'AND FOUND IN GOOD CONDITION.  THE DISTANCE AND DIRECTION TO
 GM0755'REFERENCE MARK NO. 1 WAS VERIFIED.  THE DISTANCE TO REFERENCE
 GM0755'MARK NO. 2 WAS VERIFIED. THE DIRECTION TO REFERENCE MARK
 GM0755'NO. 2 MISSED THE PREVIOUS DIRECTION BY 13 MINUTES AND 03
 GM0755'SECONDS.  THE DIRECTION TO THE AZIMUTH MARK MISSED THE PREVIOUS
 GM0755'DIRECTION BY 07 SECONDS.
 GM0755'
 GM0755'A NEW TO REACH FOLLOWS.
 GM0755'
 GM0755'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 64 AND
 GM0755'STATE HIGHWAY 21, IN CIMARRON, GO WEST ON HIGHWAY 64 FOR 0.8
 GM0755'MILE TO A TRACK ROAD AND GATE ON THE RIGHT.  TURN RIGHT, NORTH,
 GM0755'ON THE TRACK ROAD FOR 0.3 MILE TO A DRAINAGE DITCH.  CROSS THE
 GM0755'DRAINAGE DITCH AND CONTINUE NORTHERLY ON THE TRACK ROAD FOR
 GM0755'0.5 MILE TO A GATE.  PASS THROUGH THE GATE AND CONTINUE ON
 GM0755'THE MAIN TRACK ROAD FOR 0.6 MILES TO A DEEP WASH.  CROSS WASH
 GM0755'AND CONTINUE NORTHERLY ON THE TRACK ROAD FOR 0.4 MILE TO A
 GM0755'DEEP WASH.  CROSS THE WASH AND CONTINUE ON THE MAIN TRACK
 GM0755'ROAD FOR 0.9 MILE TO A DEEP WASH.  CROSS THE WASH AND
 GM0755'CONTINUE ON THE MAIN TRACK ROAD FOR 0.3 MILE TO A SMALL
 GM0755'CORRAL ON THE RIGHT.  BEAR LEFT ON THE TRACK ROAD AND GO
 GM0755'WESTERLY UP THE CANYON FOR 0.3 MILE TO THE AZIMUTH MARK
 GM0755'ON THE LEFT.  CONTINUE WESTERLY ON THE MAIN TRACK ROAD FOR
 GM0755'1.1 MILES TO A WINDMILL ON THE RIGHT.  CONTINUE WESTERLY UP
 GM0755'THE CANYON FOR 0.7 MILE TO WHERE THE CANYON BEARS RIGHT
 GM0755'AND BECOMES NARROW AND THE END OF TRUCK TRAVEL.  FROM HERE, PACK
 GM0755'SOUTHWEST, UPHILL, TO THE POINT OF A RIDGE, THEN SOUTHWEST ALONG
 GM0755'THE EAST SIDE OF THE HILL TO A SADDLE, THEN BEAR LEFT TO
 GM0755'THE HIGHEST PART OF THE HILL AND THE STATION.
 GM0755'APPROXIMATELY 1-1/2 HOUR PACK.
 GM0755'
 GM0755'NOTE--REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM1045 ***********************************************************************
 FM1045  DESIGNATION -  DEBACA
 FM1045  PID         -  FM1045
 FM1045  STATE/COUNTY-  NM/HARDING
 FM1045  USGS QUAD   -  CIRCLE BAR RANCH (1973)
 FM1045
 FM1045                         *CURRENT SURVEY CONTROL
 FM1045  ___________________________________________________________________
 FM1045* NAD 83(1992)-  35 51 09.22183(N)    103 39 43.12852(W)     ADJUSTED  
 FM1045* NAVD 88     -      1542.6    (meters)    5061.     (feet)  VERTCON   
 FM1045  ___________________________________________________________________
 FM1045  LAPLACE CORR-          -3.71  (seconds)                    DEFLEC99
 FM1045  GEOID HEIGHT-         -21.27  (meters)                     GEOID03
 FM1045
 FM1045  HORZ ORDER  -  FIRST
 FM1045
 FM1045.The horizontal coordinates were established by classical geodetic methods
 FM1045.and adjusted by the National Geodetic Survey in December 1993..
 FM1045
 FM1045.The NAVD 88 height was computed by applying the VERTCON shift value to
 FM1045.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FM1045
 FM1045.The Laplace correction was computed from DEFLEC99 derived deflections.
 FM1045
 FM1045.The geoid height was determined by GEOID03.
 FM1045
 FM1045;                    North         East     Units Scale Factor Converg.
 FM1045;SPC NM E     -   538,368.089   225,639.078   MT  0.99995439   +0 23 35.6
 FM1045;SPC NM E     - 1,766,295.97    740,284.21   sFT  0.99995439   +0 23 35.6
 FM1045;UTM  13      - 3,968,421.947   620,820.096   MT  0.99977987   +0 47 01.6
 FM1045
 FM1045!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FM1045!SPC NM E     -   0.99976127  x   0.99995439  =   0.99971567
 FM1045!UTM  13      -   0.99976127  x   0.99977987  =   0.99954120
 FM1045
 FM1045|---------------------------------------------------------------------|
 FM1045| PID    Reference Object                     Distance      Geod. Az  |
 FM1045|                                                           dddmmss.s |
 FM1045| CJ6187 DEBACA RM 1                           7.156 METERS 01355     |
 FM1045| CJ6188 DEBACA RM 2                          10.684 METERS 18550     |
 FM1045| CJ6186 DEBACA AZ MK                                       2821902.7 |
 FM1045|---------------------------------------------------------------------|
 FM1045
 FM1045                          SUPERSEDED SURVEY CONTROL
 FM1045
 FM1045  NAD 83(1986)-  35 51 09.23072(N)    103 39 43.12549(W) AD(       ) 1
 FM1045  NAD 27      -  35 51 09.09380(N)    103 39 41.26550(W) AD(       ) 1
 FM1045  NGVD 29 (07/19/86) 1542.0    (m)         5059.     (f) VERT ANG       
 FM1045
 FM1045.Superseded values are not recommended for survey control.
 FM1045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM1045.See file dsdata.txt to determine how the superseded data were derived.
 FM1045
 FM1045_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFV2082068422(NAD 83)
 FM1045_MARKER: DS = TRIANGULATION STATION DISK
 FM1045_SETTING: 80 = SET IN A BOULDER
 FM1045_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 FM1045
 FM1045  HISTORY     - Date     Condition        Report By
 FM1045  HISTORY     - 1960     MONUMENTED       CGS
 FM1045
 FM1045                          STATION DESCRIPTION
 FM1045
 FM1045'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (HWK)
 FM1045'THE STATION IS APPROXIMATELY 18 MILES EAST-NORTHEAST OF MOSQUERO,
 FM1045'1-1/2 MILES NORTHEAST OF THE JUNCTION OF STATE HIGHWAY 65 AND
 FM1045'102 AND 1 MILE NORTH OF STATE HIGHWAY 65.  THE STATION IS ON THE
 FM1045'NORTH END OF THE SOUTH ONE OF TWO BUTTES.
 FM1045'
 FM1045'TO REACH THE STATION FROM THE POST OFFICE IN MOSQUERO, GO
 FM1045'EASTERLY ON STATE HIGHWAY 39 FOR 10.75 MILES TO THE JUNCTION OF
 FM1045'STATE HIGHWAY 65 AND 39 AT THE FOOT OF DAVIS HILL.  TURN LEFT,
 FM1045'GO NORTH AND NORTHEAST ON HIGHWAY 65 FOR 8.8 MILES TO THE JUNCTION
 FM1045'OF STATE HIGHWAY 65 AND 102.  TURN LEFT, NORTH, ON HIGHWAY 102
 FM1045'FOR 1.0 MILE TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE ON
 FM1045'HIGHWAY FOR 0.15 MILE TO A STEEL GATE.  TURN RIGHT, EAST,
 FM1045'PASSING THROUGH STEEL GATE FOR 0.9 MILES TO A SMALL POND.
 FM1045'CONTINUE EAST ON TRACK ROAD FOR 0.3 MILE TO TOP OF SMALL HILL.
 FM1045'TURN RIGHT, SOUTH, FOR 0.4 MILE TO THE NORTH END OF BUTTE.
 FM1045'TURN RIGHT, WEST, FOR 0.1 MILE TO THE END OF TRUCK TRAVEL.  FROM
 FM1045'HERE PACK UP THE WEST SIDE OF BUTTE TO THE TOP AND STATION.
 FM1045'ABOUT 10 MINUTE PACK.
 FM1045'
 FM1045'STATION MARK, A STANDARD DISK STAMPED DEBACA 1960, IS CEMENTED
 FM1045'IN A DRILL HOLE IN A BOULDER WHICH PROJECTS 8 INCHES.  IT IS 18
 FM1045'FEET EAST OF THE WEST EDGE OF THE BUTTE AND 15 FEET WEST OF THE
 FM1045'EAST EDGE OF THE BUTTE.
 FM1045'
 FM1045'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED DEBACA NO 1 1960,
 FM1045'IS CEMENTED IN A DRILLHOLE IN A BOULDER WHICH PROJECTS 2 INCHES.
 FM1045'IT IS 32 FEET EAST OF THE WEST EDGE OF THE BUTTE AND 10 FEET WEST
 FM1045'OF THE EAST EDGE OF THE BUTTE.
 FM1045'
 FM1045'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED DEBACA NO 2 1960,
 FM1045'IS CEMENTED IN A DRILL HOLE IN A BOULDER WHICH PROJECTS 4 INCHES.
 FM1045'IT IS 13 FEET EAST OF THE WEST EDGE OF THE BUTTE AND 11 FEET
 FM1045'WEST OF THE EAST EDGE OF THE BUTTE.
 FM1045'
 FM1045'AZIMUTH MARK, A STANDARD U.S. COAST AND GEODETIC SURVEY BENCH
 FM1045'MARK DISK STAMPED D276 1955, IS SET IN A ROUND CONCRETE POST WHICH
 FM1045'PROJECTS 14 INCHES.  IT IS 76 FEET EAST OF THE CENTER OF HIGHWAY
 FM1045'102 AND 18 FEET EAST OF A WIRE FENCE.
 FM1045'
 FM1045'NOTE.  REFERENCE MARKS WERE MEASURED WITH 5 KG TAPE TENSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0547 ***********************************************************************
 EP0547  DESIGNATION -  DECK
 EP0547  PID         -  EP0547
 EP0547  STATE/COUNTY-  NM/DE BACA
 EP0547  USGS QUAD   -  LOVELADY DRAW (1982)
 EP0547
 EP0547                         *CURRENT SURVEY CONTROL
 EP0547  ___________________________________________________________________
 EP0547* NAD 83(1992)-  34 07 17.50585(N)    104 24 42.18673(W)     ADJUSTED  
 EP0547* NAVD 88     -      1282.6    (meters)    4208.     (feet)  VERTCON   
 EP0547  ___________________________________________________________________
 EP0547  LAPLACE CORR-          -1.56  (seconds)                    DEFLEC99
 EP0547  GEOID HEIGHT-         -23.52  (meters)                     GEOID03
 EP0547
 EP0547  HORZ ORDER  -  SECOND
 EP0547
 EP0547.The horizontal coordinates were established by classical geodetic methods
 EP0547.and adjusted by the National Geodetic Survey in December 1993..
 EP0547
 EP0547.The NAVD 88 height was computed by applying the VERTCON shift value to
 EP0547.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EP0547
 EP0547.The Laplace correction was computed from DEFLEC99 derived deflections.
 EP0547
 EP0547.The geoid height was determined by GEOID03.
 EP0547
 EP0547;                    North         East     Units Scale Factor Converg.
 EP0547;SPC NM E     -   346,138.888   157,769.385   MT  0.99990974   -0 02 38.3
 EP0547;SPC NM E     - 1,135,624.00    517,615.06   sFT  0.99990974   -0 02 38.3
 EP0547;UTM  13      - 3,775,787.279   554,249.386   MT  0.99963628   +0 19 48.0
 EP0547
 EP0547!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EP0547!SPC NM E     -   0.99980239  x   0.99990974  =   0.99971214
 EP0547!UTM  13      -   0.99980239  x   0.99963628  =   0.99943874
 EP0547
 EP0547|---------------------------------------------------------------------|
 EP0547| PID    Reference Object                     Distance      Geod. Az  |
 EP0547|                                                           dddmmss.s |
 EP0547| CJ6189 DECK RM 1                            14.165 METERS 15859     |
 EP0547| CJ6190 DECK RM 2                            14.994 METERS 25410     |
 EP0547| EP0554 DUNLAP                              APPROX. 9.4 KM 2553743.7 |
 EP0547|---------------------------------------------------------------------|
 EP0547
 EP0547                          SUPERSEDED SURVEY CONTROL
 EP0547
 EP0547  NAD 83(1986)-  34 07 17.51240(N)    104 24 42.18392(W) AD(       ) 2
 EP0547  NAD 27      -  34 07 17.23002(N)    104 24 40.27425(W) AD(       ) 2
 EP0547  NGVD 29 (07/19/86) 1282.0    (m)         4206.     (f) VERT ANG       
 EP0547
 EP0547.Superseded values are not recommended for survey control.
 EP0547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EP0547.See file dsdata.txt to determine how the superseded data were derived.
 EP0547
 EP0547_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SET5424975787(NAD 83)
 EP0547_MARKER: DD = SURVEY DISK
 EP0547_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 EP0547+WITH SETTING: INFORMATION.
 EP0547_SP_SET: PREFABRICATED CONCRETE POST
 EP0547
 EP0547  HISTORY     - Date     Condition        Report By
 EP0547  HISTORY     - 1967     MONUMENTED       USGS
 EP0547
 EP0547                          STATION DESCRIPTION
 EP0547
 EP0547'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (EGE)
 EP0547'STATION IS LOCATED S 21 DEG W ABOUT 26 MI. (AIRLINE) FROM
 EP0547'FORT SUMNER, NEW MEXICO.  N 68 DEG E, ABOUT 7 MI. (AIRLINE) FROM
 EP0547'DUNLAP, NEW MEXICO.  IN SEC. 22, T. 2S., R. 24E., ON A BARE
 EP0547'TOP 1 MI. ESE OF THE DECK RANCH BUILDINGS.  46.5 FT. N. OF THE
 EP0547'NE CORNER OF LARGE WATER TANK.  53 FT. W OF A TRACK RD., 5.4
 EP0547'FT. SW OF WITNESS SIGN, MOUNTED ON METAL POST, STATION SITE CAN
 EP0547'BE LOCATED FROM THE FORT SUMNER (NI-13-5) 1--250,000 SERIES
 EP0547'MAP.
 EP0547'
 EP0547'STATION MARK--A STANDARD USGS BRONZE TABLET CRIMPED TO A COPPERWELD
 EP0547'ROD DRIVEN TO REFUSAL (7.5 FT.), FLUSH WITH GROUND, STAMPED
 EP0547'DECK ET 1967.  STATION MARK IS CENTERED IN 6 IN. TILE, 12 IN.
 EP0547'LONG, FILLED WITH GRAVEL.
 EP0547'
 EP0547'REFERENCE MARK NO. 1--A STANDARD USGS BRONZE REF. MARK TABLET
 EP0547'CEMENTED IN NE CORNER OF CONCRETE BASE OF WATER TANK.  R.M. 1 IS
 EP0547'LOCATED SSE OF STATION MARK STAMPED DECK ET 1967 NO. 1.
 EP0547'
 EP0547'REFERENCE MARK NO. 2--A STANDARD USGS BRONZE REF. MARK TABLET
 EP0547'CRIMPED TO A COPPERWELD ROD DRIVEN TO REFUSAL (5 FT.) FLUSH
 EP0547'WITH GROUND, CENTERED IN A 6 IN. TILE 12 IN. LONG FILLED
 EP0547'WITH GRAVEL, R.M. 2 STAMPED DECK ET 1967 NO. 2.
 EP0547'
 EP0547'STATION DUNLAP ET 1967 IS VISIBLE FROM THE GROUND AND WILL
 EP0547'SERVE AS THE AZIMUTH MARK.
 EP0547'
 EP0547'DISTANCE (HOR.) BETWEEN R.M.S IS 70.66 FT. 21.535 M.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1162 ***********************************************************************
 FO1162  DESIGNATION -  DECKER
 FO1162  PID         -  FO1162
 FO1162  STATE/COUNTY-  NM/BERNALILLO
 FO1162  USGS QUAD   -  ALAMEDA (1990)
 FO1162
 FO1162                         *CURRENT SURVEY CONTROL
 FO1162  ___________________________________________________________________
 FO1162* NAD 83(1992)-  35 07 54.07585(N)    106 34 20.58830(W)     ADJUSTED  
 FO1162* NAVD 88     -      1613.4    (meters)    5293.     (feet)  VERTCON   
 FO1162  ___________________________________________________________________
 FO1162  LAPLACE CORR-          10.68  (seconds)                    DEFLEC99
 FO1162  GEOID HEIGHT-         -20.90  (meters)                     GEOID03
 FO1162
 FO1162  HORZ ORDER  -  FIRST
 FO1162
 FO1162.The horizontal coordinates were established by classical geodetic methods
 FO1162.and adjusted by the National Geodetic Survey in December 1993..
 FO1162
 FO1162.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1162.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1162
 FO1162.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1162
 FO1162.The geoid height was determined by GEOID03.
 FO1162
 FO1162;                    North         East     Units Scale Factor Converg.
 FO1162;SPC NM C     -   458,229.993   470,620.118   MT  0.99991063   -0 11 07.9
 FO1162;SPC NM C     - 1,503,376.24  1,544,026.17   sFT  0.99991063   -0 11 07.9
 FO1162;UTM  13      - 3,888,778.263   356,741.337   MT  0.99985293   -0 54 18.0
 FO1162
 FO1162!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1162!SPC NM C     -   0.99975009  x   0.99991063  =   0.99966074
 FO1162!UTM  13      -   0.99975009  x   0.99985293  =   0.99960306
 FO1162
 FO1162:                Primary Azimuth Mark                     Grid Az
 FO1162:SPC NM C     -  ALAMEDA FAA MICROWAVE W TWR              005 29 41.5
 FO1162:UTM  13      -  ALAMEDA FAA MICROWAVE W TWR              006 12 51.6
 FO1162
 FO1162|---------------------------------------------------------------------|
 FO1162| PID    Reference Object                     Distance      Geod. Az  |
 FO1162|                                                           dddmmss.s |
 FO1162| FO1108 ALAMEDA FAA MICROWAVE W TWR         APPROX. 4.6 KM 0051833.6 |
 FO1162| FO1128 ALBUQUERQUE CH LATTER DAY ST        APPROX. 3.6 KM 0974039.1 |
 FO1162| CD3343 DECKER RM 1                          23.141 METERS 17215     |
 FO1162| CD3344 DECKER RM 2                          22.822 METERS 24145     |
 FO1162| FO1178 ALBUQUERQUE LEYENDECKER TANK         49.658 METERS 24216     |
 FO1162| FO1136 ALBUQUERQUE DEL NORTE BAP CH        APPROX. 0.7 KM 2584646.7 |
 FO1162| FO1172 ALBUQUERQUE VOL ANDIA TANK          APPROX. 2.3 KM 2785639.1 |
 FO1162| FO1183 ALAMEDA AM GYPSUM CO TANK           APPROX. 5.0 KM 3355650.0 |
 FO1162|---------------------------------------------------------------------|
 FO1162
 FO1162                          SUPERSEDED SURVEY CONTROL
 FO1162
 FO1162  NAD 83(1986)-  35 07 54.08167(N)    106 34 20.58959(W) AD(       ) 1
 FO1162  NAD 27      -  35 07 53.91861(N)    106 34 18.50267(W) AD(       ) 1
 FO1162  NGVD 29 (07/19/86) 1612.6    (m)         5291.     (f) VERT ANG       
 FO1162
 FO1162.Superseded values are not recommended for survey control.
 FO1162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1162.See file dsdata.txt to determine how the superseded data were derived.
 FO1162
 FO1162_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU5674188778(NAD 83)
 FO1162_MARKER: DS = TRIANGULATION STATION DISK
 FO1162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FO1162_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FO1162
 FO1162  HISTORY     - Date     Condition        Report By
 FO1162  HISTORY     - 1969     MONUMENTED       CGS
 FO1162
 FO1162                          STATION DESCRIPTION
 FO1162
 FO1162'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JLC)
 FO1162'THE STATION IS LOCATED ON PROPERTY OWNED BY THE CITY, AT THE
 FO1162'LEYENDECKER PUMP STATION, ABOUT 5-1/4 MILES NORTHEAST OF THE
 FO1162'CENTER OF ALBUQUERQUE, 2-1/4 MILES NORTH OF INTERSTATE HIGHWAY
 FO1162'40 AND 1-3/4 MILES EAST OF INTERSTATE HIGHWAY 25.
 FO1162'
 FO1162'TO REACH THE STATION FROM THE JUNCTION OF MONTGOMERY BLVD. NE
 FO1162'AND LOUISIANA BLVD. IN THE NORTHEAST PART OF ALBUQUERQUE, GO
 FO1162'WEST ON MONTGOMERY BLVD. NE FOR 0.35 MILE TO THE ENTRANCE TO
 FO1162'THE PUMP STATION ON THE RIGHT AND A LOCKED GATE.  (KEY MAY BE
 FO1162'OBTAINED FROM THE ALBUQUERQUE WATER DEPARTMENT) TURN RIGHT, PASS
 FO1162'THROUGH THE GATE, GO TO THE EAST OF A LARGE WATER TANK FOR 0.1
 FO1162'MILE TO THE STATION.
 FO1162'
 FO1162'THE STATION MARK IS A STANDARD DISK STAMPED DECKER 1969, SET IN
 FO1162'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH
 FO1162'THE GROUND.  IT IS 22 FEET SOUTHWEST OF A FENCE CORNER, 17 FEET
 FO1162'SOUTH OF AN EAST-WEST CHAIN LINK FENCE AND 13.7 FEET WEST OF THE
 FO1162'NORTH-SOUTH CHAIN LINK FENCE.
 FO1162'
 FO1162'REFERENCE MARK 1 IS A STANDARD DISK STAMPED DECKER NO 1 1969,
 FO1162'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH
 FO1162'WITH THE GROUND.  IT IS 92.5 FEET SOUTH OF THE FENCE CORNER AND
 FO1162'1.5 FEET WEST OF THE NORTH-SOUTH CHAIN LINK FENCE.
 FO1162'
 FO1162'REFERENCE MARK 2 IS A STANDARD DISK STAMPED DECKER NO 2 1969,
 FO1162'CEMENTED IN A DRILL HOLE IN THE CONCRETE BASE OF THE LARGE WATER
 FO1162'TANK.  IT IS 54.6 FEET SOUTH OF THE EAST-WEST CHAIN LINK FENCE
 FO1162'AND 1 FOOT EAST OF THE EDGE OF THE WATER TANK.
 FO1162'
 FO1162'NO SUITABLE LOCATION FOR AN AZIMUTH MARK.
 FO1162'
 FO1162'R.M. 1 TO R.M. 2 DISTANCE IS 85.96 FEET OR 26.202 METERS.
 FO1162'
 FO1162'HEIGHT OF LIGHT ABOVE STATION MARK 22.3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1725 ***********************************************************************
 FO1725  DESIGNATION -  DEE
 FO1725  PID         -  FO1725
 FO1725  STATE/COUNTY-  NM/SANDOVAL
 FO1725  USGS QUAD   -  LOMA CRESTON (1970)
 FO1725
 FO1725                         *CURRENT SURVEY CONTROL
 FO1725  ___________________________________________________________________
 FO1725* NAD 83(1992)-  35 30 44.61625(N)    106 30 05.25585(W)     ADJUSTED  
 FO1725* NAVD 88     -      1924.5    (meters)    6314.     (feet)  VERTCON   
 FO1725  ___________________________________________________________________
 FO1725  LAPLACE CORR-          -0.37  (seconds)                    DEFLEC99
 FO1725  GEOID HEIGHT-         -20.70  (meters)                     GEOID03
 FO1725
 FO1725  HORZ ORDER  -  THIRD
 FO1725
 FO1725.The horizontal coordinates were established by classical geodetic methods
 FO1725.and adjusted by the National Geodetic Survey in December 1993..
 FO1725
 FO1725.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1725.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1725
 FO1725.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1725
 FO1725.The geoid height was determined by GEOID03.
 FO1725
 FO1725;                    North         East     Units Scale Factor Converg.
 FO1725;SPC NM C     -   500,445.233   477,190.953   MT  0.99990641   -0 08 45.8
 FO1725;SPC NM C     - 1,641,877.40  1,565,583.98   sFT  0.99990641   -0 08 45.8
 FO1725;UTM  13      - 3,930,904.389   363,843.750   MT  0.99982845   -0 52 20.3
 FO1725
 FO1725!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1725!SPC NM C     -   0.99970127  x   0.99990641  =   0.99960771
 FO1725!UTM  13      -   0.99970127  x   0.99982845  =   0.99952977
 FO1725
 FO1725                          SUPERSEDED SURVEY CONTROL
 FO1725
 FO1725  NAD 83(1992)-  35 30 44.62129(N)    106 30 05.25868(W) AD(       ) 3
 FO1725  NGVD 29 (02/08/93) 1923.5    (m)         6311.     (f) VERT ANG       
 FO1725
 FO1725.Superseded values are not recommended for survey control.
 FO1725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1725.See file dsdata.txt to determine how the superseded data were derived.
 FO1725
 FO1725_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV6384430904(NAD 83)
 FO1725_MARKER: DD = SURVEY DISK
 FO1725_SETTING: 66 = SET IN ROCK OUTCROP
 FO1725_SP_SET: SET IN ROCK OUTCROP
 FO1725_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FO1725+STABILITY: POSITION/ELEVATION WELL
 FO1725
 FO1725  HISTORY     - Date     Condition        Report By
 FO1725  HISTORY     - 1949     MONUMENTED       USGS
 FO1725
 FO1725                          STATION DESCRIPTION
 FO1725
 FO1725'DESCRIBED BY US GEOLOGICAL SURVEY 1949
 FO1725'STATION IS LOCATED ABOUT 15 MI. NNE. OF BERNALILLO, 6 MI. NNW. OF THE
 FO1725'PUEBLO VILLAGE OF SAN FELIPE.  IT IS ON THE HIGHEST HILL OF THREE
 FO1725'ROLLING HILLS IN THE VICINITY.  THERE ARE TWO ROCKY HILLS NNE. AND
 FO1725'SSE. OF STATION.
 FO1725'
 FO1725'TO REACH THE STATION FROM THE SMALL PUEBLO VILLAGE OF SAN FELIPE, GO
 FO1725'FROM THE THREE FORKS ON THE S. EDGE OF TOWN.  TAKE RIGHT FORK (SW.)
 FO1725'4.8 MI. UP THE STEEP GRADED RD. TO THE TOP OF THE MESA, THEN CONTINUE
 FO1725'W. TO A RD. FORK AND THE AZIMUTH MARK OF THE TRIANGULATION STATION
 FO1725'--ROSA-- IN TRIANGLE FORMED BY THE INTERSECTION.  TAKE RIGHT FORK 0.2
 FO1725'MI. TO A CATTLEGUARD, CONTINUE ON WELL TRAVELED RD. 2.8 MI. TO TWO
 FO1725'WATER TANKS ABOUT 50 YDS. W. OF THE RD., CONTINUE 1.0 MI. TO RD. FORK.
 FO1725'TAKE RIGHT (N.) RD. AND CONTINUE 0.5 MI. TO A DRAIN.  TURN RIGHT (NE.)
 FO1725'AND FOLLOW DRAIN 1.5 MI. TO A N-S. FENCE (DRAIN GOES IN A
 FO1725'NORTHEASTERLY DIRECTION N. AROUND STATION).  TURN RIGHT (S.) AND
 FO1725'CONTINUE ALONG FENCE 0.2 MI.  STATION IS ABOUT 200 YDS. W. OF FENCE
 FO1725'ON TOP OF HILL.
 FO1725'
 FO1725'STATION MARK--STANDARD TABLET, STAMPED---DEE 1949 6310---, AND PLACED
 FO1725'IN ROCK OUTCROP, PROJECTING 2.0 FT. ABOVE GROUND.
 FO1725'
 FO1725'REFERENCE MARK NO. 1--STANDARD REFERENCE TABLET, STAMPED---DEE NO. 1
 FO1725'1949---, 53.7 FT. N. OF STATION AND PLACED IN ROCK OUTCROP, PROJECTING
 FO1725'1.5 FT. ABOVE GROUND.
 FO1725'
 FO1725'REFERENCE MARK NO. 2--STANDARD REFERENCE TABLET, STAMPED---DEE NO. 2
 FO1725'1949---, 90.6 FT. W. OF STATION AND PLACED IN ROCK OUTCROP, PROJECTING
 FO1725'1.0 FT. ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS1248 ***********************************************************************
 DS1248  DESIGNATION -  DEEP
 DS1248  PID         -  DS1248
 DS1248  STATE/COUNTY-  NM/SIERRA
 DS1248  USGS QUAD   -  FAIRVIEW WELL (1981)
 DS1248
 DS1248                         *CURRENT SURVEY CONTROL
 DS1248  ___________________________________________________________________
 DS1248* NAD 83(1992)-  33 18 54.13353(N)    106 59 36.09072(W)     ADJUSTED  
 DS1248* NAVD 88     -      1424.4    (meters)    4673.     (feet)  VERTCON   
 DS1248  ___________________________________________________________________
 DS1248  LAPLACE CORR-           2.85  (seconds)                    DEFLEC99
 DS1248  GEOID HEIGHT-         -22.79  (meters)                     GEOID03
 DS1248
 DS1248  HORZ ORDER  -  THIRD
 DS1248
 DS1248.The horizontal coordinates were established by classical geodetic methods
 DS1248.and adjusted by the National Geodetic Survey in December 1993..
 DS1248
 DS1248.The NAVD 88 height was computed by applying the VERTCON shift value to
 DS1248.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DS1248
 DS1248.The Laplace correction was computed from DEFLEC99 derived deflections.
 DS1248
 DS1248.The geoid height was determined by GEOID03.
 DS1248
 DS1248;                    North         East     Units Scale Factor Converg.
 DS1248;SPC NM W     -   257,007.130   908,212.787   MT  0.99999206   +0 27 40.9
 DS1248;SPC NM W     -   843,197.56  2,979,694.79   sFT  0.99999206   +0 27 40.9
 DS1248;UTM  13      - 3,687,986.205   314,438.371   MT  1.00002454   -1 05 42.5
 DS1248
 DS1248!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS1248!SPC NM W     -   0.99978000  x   0.99999206  =   0.99977206
 DS1248!UTM  13      -   0.99978000  x   1.00002454  =   0.99980453
 DS1248
 DS1248|---------------------------------------------------------------------|
 DS1248| PID    Reference Object                     Distance      Geod. Az  |
 DS1248|                                                           dddmmss.s |
 DS1248| CD2799 DEEP RM 1                            10.788 METERS 16754     |
 DS1248| CD2798 DEEP AZ MK                                         2512912.0 |
 DS1248| DS1247 DEEP WELL                             7.807 METERS 25601     |
 DS1248|---------------------------------------------------------------------|
 DS1248
 DS1248                          SUPERSEDED SURVEY CONTROL
 DS1248
 DS1248  NAD 83(1986)-  33 18 54.14133(N)    106 59 36.09416(W) AD(       ) 3
 DS1248  NAD 27      -  33 18 53.87886(N)    106 59 34.00630(W) AD(       ) 3
 DS1248  NGVD 29 (07/19/86) 1423.8    (m)         4671.     (f) VERT ANG       
 DS1248
 DS1248.Superseded values are not recommended for survey control.
 DS1248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS1248.See file dsdata.txt to determine how the superseded data were derived.
 DS1248
 DS1248_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS1443887986(NAD 83)
 DS1248_MARKER: DS = TRIANGULATION STATION DISK
 DS1248_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS1248_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DS1248
 DS1248  HISTORY     - Date     Condition        Report By
 DS1248  HISTORY     - 1966     MONUMENTED       CGS
 DS1248
 DS1248                          STATION DESCRIPTION
 DS1248
 DS1248'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (ANP)
 DS1248'THE STATION IS ABOUT 20 MILES NORTHEAST OF TRUTH OR CONSEQUENCES,
 DS1248'12 MILES SOUTH OF SOCORRO-SIERRA COUNTY LINE, 11 MILES
 DS1248'NORTH-NORTHEAST OF ENGLE AND 1/2 MILE EAST-NORTHEAST OF THE
 DS1248'DEEP WELL RANCH.  IT IS ON THE PROPERTY OF THE VICTORIO
 DS1248'LAND AND CATTLE CO.
 DS1248'
 DS1248'TO REACH THE STATION FROM THE RAILROAD CROSSING IN ENGLE, GO
 DS1248'NORTH ALONG THE EAST SIDE OF THE RAILROAD TRACKS FOR 0.15 MILE
 DS1248'TO A Y-FORK.  TAKE THE LEFT FORK AND GO NORTH AROUND THE
 DS1248'EAST SIDE OF A CATTLE PEN, ON A DIRT ROAD WHICH PARALLELS
 DS1248'THE RAILROAD TRACKS ON THE EAST SIDE, FOR 9.9 MILES TO THE
 DS1248'DEEP WELL RANCH HOUSE ON THE LEFT.  CONTINUE NORTH FOR 0.2
 DS1248'MILE TO A CATTLE GUARD.  TURN SHARP RIGHT AND GO SOUTHEAST
 DS1248'ON A TRACK ROAD FOR 0.1 MILE TO A FENCE CORNER AT A CATTLE
 DS1248'PEN.  (TO REACH THE AZIMUTH MARK FROM THIS POINT, GO EAST ALONG
 DS1248'A WIRE FENCE FOR 0.1 MILE TO THE AZIMUTH MARK ON THE
 DS1248'RIGHT).  TURN LEFT AND GO NORTHEAST ON A DIM TRACK ROAD FOR 0.4
 DS1248'MILE TO THE STATION ON THE RIGHT.
 DS1248'
 DS1248'THE STATION MARK IS A STANDARD DISK, STAMPED DEEP 1966, SET IN
 DS1248'THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 DS1248'PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS 40 FEET SOUTH
 DS1248'OF THE CENTERLINE OF A TRACK ROAD AND 4.4 FEET EAST OF A WITNESS POST.
 DS1248'
 DS1248'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED DEEP NO 1 1966,
 DS1248'SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER,
 DS1248'THAT PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS 75 FEET SOUTH
 DS1248'OF THE CENTERLINE OF A TRACK ROAD AND 36.4 FEET SOUTHEAST OF THE
 DS1248'WITNESS POST.  THE MARK IS ABOUT THE SAME ELEVATION AS THE
 DS1248'STATION MARK.
 DS1248'
 DS1248'DEEP WELL (USGS) IS A BRONZE DISK OF THE U.S. GEOLOGICAL SURVEY,
 DS1248'STAMPED DEEP WELL 1959, SET IN THE TOP OF AN 8-INCH SQUARE
 DS1248'CONCRETE POST, THAT PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS 41
 DS1248'FEET SOUTH OF THE CENTERLINE OF THE TRACK ROAD, 21.3 FEET
 DS1248'SOUTHWEST OF THE WITNESS POST AND IS ABOUT THE SAME ELEVATION
 DS1248'AS THE STATION MARK.
 DS1248'
 DS1248'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED DEEP WELL 1966,
 DS1248'SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER,
 DS1248'THAT PROJECTS 8 INCHES ABOVE THE GROUND.  IT IS 229 FEET SOUTH
 DS1248'OF THE CENTERLINE OF THE TRACK ROAD, 2.1 FEET WEST OF A
 DS1248'WITNESS POST AND 1.6 FEET NORTH OF A WIRE FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS1247 ***********************************************************************
 DS1247  DESIGNATION -  DEEP WELL
 DS1247  PID         -  DS1247
 DS1247  STATE/COUNTY-  NM/SIERRA
 DS1247  USGS QUAD   -  FAIRVIEW WELL (1981)
 DS1247
 DS1247                         *CURRENT SURVEY CONTROL
 DS1247  ___________________________________________________________________
 DS1247* NAD 83(1992)-  33 18 54.07231(N)    106 59 36.38360(W)     ADJUSTED  
 DS1247* NAVD 88     -      1424.3    (meters)    4673.     (feet)  VERTCON   
 DS1247  ___________________________________________________________________
 DS1247  LAPLACE CORR-           2.85  (seconds)                    DEFLEC99
 DS1247  GEOID HEIGHT-         -22.79  (meters)                     GEOID03
 DS1247
 DS1247  HORZ ORDER  -  SECOND
 DS1247
 DS1247.The horizontal coordinates were established by classical geodetic methods
 DS1247.and adjusted by the National Geodetic Survey in December 1993..
 DS1247
 DS1247.The NAVD 88 height was computed by applying the VERTCON shift value to
 DS1247.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DS1247
 DS1247.The Laplace correction was computed from DEFLEC99 derived deflections.
 DS1247
 DS1247.The geoid height was determined by GEOID03.
 DS1247
 DS1247;                    North         East     Units Scale Factor Converg.
 DS1247;SPC NM W     -   257,005.183   908,205.227   MT  0.99999205   +0 27 40.8
 DS1247;SPC NM W     -   843,191.17  2,979,669.98   sFT  0.99999205   +0 27 40.8
 DS1247;UTM  13      - 3,687,984.464   314,430.760   MT  1.00002458   -1 05 42.7
 DS1247
 DS1247!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS1247!SPC NM W     -   0.99978001  x   0.99999205  =   0.99977206
 DS1247!UTM  13      -   0.99978001  x   1.00002458  =   0.99980459
 DS1247
 DS1247:                Primary Azimuth Mark                     Grid Az
 DS1247:SPC NM W     -  RED LAKE                                 356 12 21.8
 DS1247:UTM  13      -  RED LAKE                                 357 45 45.3
 DS1247
 DS1247|---------------------------------------------------------------------|
 DS1247| PID    Reference Object                     Distance      Geod. Az  |
 DS1247|                                                           dddmmss.s |
 DS1247| DS1251 RED LAKE                            APPROX. 8.4 KM 3564002.6 |
 DS1247|---------------------------------------------------------------------|
 DS1247
 DS1247                          SUPERSEDED SURVEY CONTROL
 DS1247
 DS1247  NAD 83(1986)-  33 18 54.08011(N)    106 59 36.38704(W) AD(       ) 2
 DS1247  NAD 27      -  33 18 53.81763(N)    106 59 34.29916(W) AD(       ) 2
 DS1247  NGVD 29 (07/19/86) 1423.7    (m)         4671.     (f) VERT ANG       
 DS1247
 DS1247.Superseded values are not recommended for survey control.
 DS1247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS1247.See file dsdata.txt to determine how the superseded data were derived.
 DS1247
 DS1247_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS1443187984(NAD 83)
 DS1247_MARKER: DD = SURVEY DISK
 DS1247_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS1247_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DS1247_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS1247+STABILITY: SURFACE MOTION
 DS1247
 DS1247  HISTORY     - Date     Condition        Report By
 DS1247  HISTORY     - 1966     MONUMENTED       CGS
 DS1247
 DS1247                          STATION DESCRIPTION
 DS1247
 DS1247'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (ANP)
 DS1247'THE STATION IS ABOUT 20 MILES NORTHEAST OF TRUTH OR CONSEQUENCES,
 DS1247'12 MILES SOUTH OF THE SOCORRO-SIERRA COUNTY LINE, 11 MILES
 DS1247'NORTH-NORTHEAST OF ENGLE AND 1/2 MILE EAST-NORTHEAST OF THE
 DS1247'DEEP WELL RANCH AND ON THE PROPERTY OF THE VICTORIO LAND AND
 DS1247'CATTLE CO.  IT IS 41 FEET SOUTH OF THE CENTERLINE OF A TRACK
 DS1247'ROAD AND 21.3 FEET SOUTHWEST OF A WITNESS POST.
 DS1247'
 DS1247'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION DEEP,
 DS1247'DISTANCES BEING 7.807 METERS (25.61 FEET) WEST-SOUTHWEST OF
 DS1247'STATION DEEP.  THE MARK IS A BRONZE DISK OF THE U.S. GEOLOGICAL
 DS1247'SURVEY STAMPED DEEP WELL 1959, SET IN THE TOP OF AN 8-INCH SQUARE
 DS1247'CONCRETE POST, THAT PROJECTS 4 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS1453 ***********************************************************************
 DS1453  DESIGNATION -  DEER
 DS1453  PID         -  DS1453
 DS1453  STATE/COUNTY-  NM/CATRON
 DS1453  USGS QUAD   -  WAHOO PEAK (1981)
 DS1453
 DS1453                         *CURRENT SURVEY CONTROL
 DS1453  ___________________________________________________________________
 DS1453* NAD 83(1992)-  33 35 09.32065(N)    107 46 15.05870(W)     ADJUSTED  
 DS1453* NAVD 88     -      2682.     (meters)    8799.     (feet)  SCALED    
 DS1453  ___________________________________________________________________
 DS1453  LAPLACE CORR-          -3.00  (seconds)                    DEFLEC99
 DS1453  GEOID HEIGHT-         -22.10  (meters)                     GEOID03
 DS1453
 DS1453  HORZ ORDER  -  SECOND
 DS1453
 DS1453.The horizontal coordinates were established by classical geodetic methods
 DS1453.and adjusted by the National Geodetic Survey in December 1993..
 DS1453
 DS1453.The orthometric height was scaled from a topographic map.
 DS1453
 DS1453.The Laplace correction was computed from DEFLEC99 derived deflections.
 DS1453
 DS1453.The geoid height was determined by GEOID03.
 DS1453
 DS1453;                    North         East     Units Scale Factor Converg.
 DS1453;SPC NM W     -   286,736.042   835,799.918   MT  0.99991708   +0 02 04.4
 DS1453;SPC NM W     -   940,733.16  2,742,120.23   sFT  0.99991708   +0 02 04.4
 DS1453;UTM  13      - 3,719,686.803   242,843.961   MT  1.00041535   -1 32 01.1
 DS1453
 DS1453!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS1453!SPC NM W     -   0.99958259  x   0.99991708  =   0.99949970
 DS1453!UTM  13      -   0.99958259  x   1.00041535  =   0.99999777
 DS1453
 DS1453                          SUPERSEDED SURVEY CONTROL
 DS1453
 DS1453  NAD 83(1986)-  33 35 09.32459(N)    107 46 15.05991(W) AD(       ) 2
 DS1453  NAD 27      -  33 35 09.09023(N)    107 46 12.90799(W) AD(       ) 2
 DS1453
 DS1453.Superseded values are not recommended for survey control.
 DS1453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS1453.See file dsdata.txt to determine how the superseded data were derived.
 DS1453
 DS1453_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBT4284419687(NAD 83)
 DS1453_MARKER: DD = SURVEY DISK
 DS1453_SETTING: 80 = SET IN A BOULDER
 DS1453_SP_SET: SET IN DRILL HOLE IN A BOULDER
 DS1453_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS1453+STABILITY: SURFACE MOTION
 DS1453
 DS1453  HISTORY     - Date     Condition        Report By
 DS1453  HISTORY     - 1945     MONUMENTED       USGS
 DS1453
 DS1453                          STATION DESCRIPTION
 DS1453
 DS1453'DESCRIBED BY US GEOLOGICAL SURVEY 1945 (RAM)
 DS1453'AN UNSTAMPED MARK OF THE U.S. GEOLOGICAL SURVEY, SET IN A DRILL
 DS1453'HOLE IN A SMALL BOULDER, MARKS THE STATION.  THE ORIGINAL
 DS1453'POSITION OF THE BOULDER IS UNCERTAIN AS IT IS VERY INSECURE.
 DS1453'
 DS1453'THE MARK IS LOCATED IN THE GILA NATIONAL FOREST, ABOUT 8 MILES
 DS1453'W OF THE GOBLESTORE, AND 2 MILES WSW OF THE WAHOO RANCH, ON
 DS1453'WAHOO PEAK.  STATION WAHOO 1945 IS LOCATED ON THIS PEAK, 38.550
 DS1453'FEET ESE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1005 ***********************************************************************
 FO1005  DESIGNATION -  DEER
 FO1005  PID         -  FO1005
 FO1005  STATE/COUNTY-  NM/BERNALILLO
 FO1005  USGS QUAD   -  TIJERAS (1990)
 FO1005
 FO1005                         *CURRENT SURVEY CONTROL
 FO1005  ___________________________________________________________________
 FO1005* NAD 83(1992)-  35 06 50.77751(N)    106 25 43.27643(W)     ADJUSTED  
 FO1005* NAVD 88     -      2928.4    (meters)    9608.     (feet)  VERTCON   
 FO1005  ___________________________________________________________________
 FO1005  LAPLACE CORR-           8.19  (seconds)                    DEFLEC99
 FO1005  GEOID HEIGHT-         -19.89  (meters)                     GEOID03
 FO1005
 FO1005  HORZ ORDER  -  THIRD
 FO1005
 FO1005.The horizontal coordinates were established by classical geodetic methods
 FO1005.and adjusted by the National Geodetic Survey in December 1993..
 FO1005
 FO1005.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1005.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1005
 FO1005.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1005
 FO1005.The geoid height was determined by GEOID03.
 FO1005
 FO1005;                    North         East     Units Scale Factor Converg.
 FO1005;SPC NM C     -   456,246.538   483,712.206   MT  0.99990327   -0 06 10.0
 FO1005;SPC NM C     - 1,496,868.85  1,586,979.13   sFT  0.99990327   -0 06 10.0
 FO1005;UTM  13      - 3,886,630.773   369,806.499   MT  0.99980890   -0 49 18.9
 FO1005
 FO1005!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1005!SPC NM C     -   0.99954367  x   0.99990327  =   0.99944698
 FO1005!UTM  13      -   0.99954367  x   0.99980890  =   0.99935266
 FO1005
 FO1005:                Primary Azimuth Mark                     Grid Az
 FO1005:SPC NM C     -  LOS ANGELES AMARILLO AWY BN 71           134 13 29.2
 FO1005:UTM  13      -  LOS ANGELES AMARILLO AWY BN 71           134 56 38.1
 FO1005
 FO1005|---------------------------------------------------------------------|
 FO1005| PID    Reference Object                     Distance      Geod. Az  |
 FO1005|                                                           dddmmss.s |
 FO1005| FO0982 LOS ANGELES AMARILLO AWY BN 71      APPROX. 9.7 KM 1340719.2 |
 FO1005|---------------------------------------------------------------------|
 FO1005
 FO1005                          SUPERSEDED SURVEY CONTROL
 FO1005
 FO1005  NAD 83(1986)-  35 06 50.78466(N)    106 25 43.27740(W) AD(       ) 3
 FO1005  NAD 27      -  35 06 50.60429(N)    106 25 41.22375(W) AD(       ) 3
 FO1005  NGVD 29 (07/19/86) 2927.5    (m)         9605.     (f) VERT ANG       
 FO1005
 FO1005.Superseded values are not recommended for survey control.
 FO1005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1005.See file dsdata.txt to determine how the superseded data were derived.
 FO1005
 FO1005_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU6980686631(NAD 83)
 FO1005_MARKER: DD = SURVEY DISK
 FO1005_SETTING: 66 = SET IN ROCK OUTCROP
 FO1005_SP_SET: SET IN ROCK OUTCROP
 FO1005_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FO1005+STABILITY: POSITION/ELEVATION WELL
 FO1005
 FO1005  HISTORY     - Date     Condition        Report By
 FO1005  HISTORY     - 1952     MONUMENTED       USFS
 FO1005
 FO1005                          STATION DESCRIPTION
 FO1005
 FO1005'DESCRIBED BY US FOREST SERVICE 1952
 FO1005'STATION IS LOCATED IN THE SW. 1/4 OF SEC. 5, T 10 N, R 5 E, ON SANDIA
 FO1005'MOUNTAIN CREST, AND IS ON TOP OF FIRST BALD PEAK S. OF SOUTH SANDIA
 FO1005'PEAK.
 FO1005'
 FO1005'TO REACH STATION FROM JUNCTION OF U.S. HIGHWAY 66 AND STATE ROAD 10
 FO1005'S., PROCEED 0.4 MI. W. ON U.S. HIGHWAY 66 TO T-RD., WHICH LEADS TO
 FO1005'CARLITE SPRINGS, GO RIGHT (N.) 0.6 MI. TO SANDIA CREST TRAIL ON LEFT
 FO1005'AND END OF TRUCK TRAVEL, TAKE TRAIL ABOUT 5.5 MI. TO STATION.  WALKING
 FO1005'TIME IS ABOUT 2.5 HOURS.
 FO1005'
 FO1005'STATION MARK--STANDARD USFS BRONZE DISK, SET IN ROCK, AND NOT STAMPED.
 FO1005'
 FO1005'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0801 ***********************************************************************
 CW0801  DESIGNATION -  DEER
 CW0801  PID         -  CW0801
 CW0801  STATE/COUNTY-  NM/EDDY
 CW0801  USGS QUAD   -  EL PASO GAP (1979)
 CW0801
 CW0801                         *CURRENT SURVEY CONTROL
 CW0801  ___________________________________________________________________
 CW0801* NAD 83(1992)-  32 04 50.89755(N)    104 48 25.03431(W)     ADJUSTED  
 CW0801* NAVD 88     -      2153.     (meters)    7064.     (feet)  SCALED    
 CW0801  ___________________________________________________________________
 CW0801  LAPLACE CORR-          -0.19  (seconds)                    DEFLEC99
 CW0801  GEOID HEIGHT-         -22.21  (meters)                     GEOID03
 CW0801
 CW0801  HORZ ORDER  -  THIRD
 CW0801
 CW0801.The horizontal coordinates were established by classical geodetic methods
 CW0801.and adjusted by the National Geodetic Survey in December 1993..
 CW0801
 CW0801.The orthometric height was scaled from a topographic map.
 CW0801
 CW0801.The Laplace correction was computed from DEFLEC99 derived deflections.
 CW0801
 CW0801.The geoid height was determined by GEOID03.
 CW0801
 CW0801;                    North         East     Units Scale Factor Converg.
 CW0801;SPC NM E     -   119,925.617   120,289.233   MT  0.99993374   -0 15 05.6
 CW0801;SPC NM E     -   393,455.96    394,648.93   sFT  0.99993374   -0 15 05.6
 CW0801;SPC NM C     -   120,737.651   636,230.932   MT  1.00012881   +0 45 59.5
 CW0801;SPC NM C     -   396,120.11  2,087,367.65   sFT  1.00012881   +0 45 59.5
 CW0801;UTM  13      - 3,549,408.662   518,218.234   MT  0.99960409   +0 06 09.1
 CW0801
 CW0801!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CW0801!SPC NM E     -   0.99966559  x   0.99993374  =   0.99959935
 CW0801!SPC NM C     -   0.99966559  x   1.00012881  =   0.99979435
 CW0801!UTM  13      -   0.99966559  x   0.99960409  =   0.99926981
 CW0801
 CW0801:                Primary Azimuth Mark                     Grid Az
 CW0801:SPC NM E     -  PICKETT                                  349 16 42.8
 CW0801:SPC NM C     -  PICKETT                                  348 15 37.7
 CW0801:UTM  13      -  PICKETT                                  348 55 28.1
 CW0801
 CW0801|---------------------------------------------------------------------|
 CW0801| PID    Reference Object                     Distance      Geod. Az  |
 CW0801|                                                           dddmmss.s |
 CW0801| CW0799 PICKETT                             APPROX. 9.3 KM 3490137.2 |
 CW0801|---------------------------------------------------------------------|
 CW0801
 CW0801                          SUPERSEDED SURVEY CONTROL
 CW0801
 CW0801  NAD 83(1986)-  32 04 50.89914(N)    104 48 25.03310(W) AD(       ) 3
 CW0801  NAD 27      -  32 04 50.48961(N)    104 48 23.21375(W) AD(       ) 3
 CW0801
 CW0801.Superseded values are not recommended for survey control.
 CW0801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0801.See file dsdata.txt to determine how the superseded data were derived.
 CW0801
 CW0801_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SER1821849409(NAD 83)
 CW0801_MARKER: DD = SURVEY DISK
 CW0801_SETTING: 66 = SET IN ROCK OUTCROP
 CW0801_SP_SET: SET IN ROCK OUTCROP
 CW0801_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CW0801+STABILITY: POSITION/ELEVATION WELL
 CW0801_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CW0801+SATELLITE: SATELLITE OBSERVATIONS - February 25, 2004
 CW0801
 CW0801  HISTORY     - Date     Condition        Report By
 CW0801  HISTORY     - 1932     MONUMENTED       USGS
 CW0801  HISTORY     - 20040225 GOOD             INDIV
 CW0801
 CW0801                          STATION DESCRIPTION
 CW0801
 CW0801'DESCRIBED BY US GEOLOGICAL SURVEY 1932
 CW0801'ON DEER HILL, A SMALL, ROUND TOPPED KNOB 1,000 FT. E. OF THE E. RIM
 CW0801'OF DOG CANYON.  ABOUT 1.5 MI. E. OF THE OLD TODD PLACE IN DOG CANYON
 CW0801'AND BETWEEN TWO FORKS OF HOOPER CANYON (A BRANCH OF DARK CANYON).  THE
 CW0801'STATION MAY BE REACHED EITHER ON FOOT BY CLIMBING THE DOG CANYON RIM
 CW0801'OR FROM E.S. SHATTUCKS RANCH IN ROBINSON DRAW BY HORSEBACK.
 CW0801'
 CW0801'STATION MARK--STANDARD BRONZE TABLET, CEMENTED IN ROCK IN PLACE, UNDER
 CW0801'ROCK CAIRN, AND STAMPED ---R 1932---.
 CW0801'
 CW0801'REFERENCE MARK NO. 1--CROSS CHISELED IN ROCK IN PLACE, 24.55 FT. FROM
 CW0801'STATION MARK, S 58 DEG 48 MIN E.
 CW0801'
 CW0801'REFERENCE MARK NO. 2--CROSS CHISELED IN ROCK IN PLACE, 56.77 FT. FROM
 CW0801'STATION MARK, N 28 DEG 25 MIN E.
 CW0801
 CW0801                          STATION RECOVERY (2004)
 CW0801
 CW0801'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (TAR)
 CW0801'CORRECTION TO RM. INFO    THE DIRECTION LISTED SHOULD BE REVERSED
 CW0801'RM NO.1 IS SOUTH OF STA. MARK  57FT AS LISTED
 CW0801'RM NO.2 IS WEST OF STA. MARK  24FT AS LISTED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ1077 ***********************************************************************
 EQ1077  DESIGNATION -  DEER
 EQ1077  PID         -  EQ1077
 EQ1077  STATE/COUNTY-  NM/CIBOLA
 EQ1077  USGS QUAD   -  BLUE MESA (1961)
 EQ1077
 EQ1077                         *CURRENT SURVEY CONTROL
 EQ1077  ___________________________________________________________________
 EQ1077* NAD 83(1992)-  34 50 02.00865(N)    107 39 28.11625(W)     ADJUSTED  
 EQ1077* NAVD 88     -      2350.1    (meters)    7710.     (feet)  VERTCON   
 EQ1077  ___________________________________________________________________
 EQ1077  LAPLACE CORR-          -2.43  (seconds)                    DEFLEC99
 EQ1077  GEOID HEIGHT-         -20.76  (meters)                     GEOID03
 EQ1077
 EQ1077  HORZ ORDER  -  THIRD
 EQ1077
 EQ1077.The horizontal coordinates were established by classical geodetic methods
 EQ1077.and adjusted by the National Geodetic Survey in December 1993..
 EQ1077
 EQ1077.The NAVD 88 height was computed by applying the VERTCON shift value to
 EQ1077.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EQ1077
 EQ1077.The Laplace correction was computed from DEFLEC99 derived deflections.
 EQ1077
 EQ1077.The geoid height was determined by GEOID03.
 EQ1077
 EQ1077;                    North         East     Units Scale Factor Converg.
 EQ1077;SPC NM W     -   425,169.249   846,054.182   MT  0.99991984   +0 06 00.9
 EQ1077;SPC NM W     - 1,394,909.44  2,775,762.76   sFT  0.99991984   +0 06 00.9
 EQ1077;UTM  13      - 3,857,843.840   256,950.802   MT  1.00032814   -1 31 08.0
 EQ1077
 EQ1077!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EQ1077!SPC NM W     -   0.99963450  x   0.99991984  =   0.99955437
 EQ1077!UTM  13      -   0.99963450  x   1.00032814  =   0.99996252
 EQ1077
 EQ1077:                Primary Azimuth Mark                     Grid Az
 EQ1077:SPC NM W     -  SPIDER                                   345 34 07.4
 EQ1077:UTM  13      -  SPIDER                                   347 11 16.3
 EQ1077
 EQ1077|---------------------------------------------------------------------|
 EQ1077| PID    Reference Object                     Distance      Geod. Az  |
 EQ1077|                                                           dddmmss.s |
 EQ1077| EQ1087 SPIDER                              APPROX. 6.3 KM 3454008.3 |
 EQ1077|---------------------------------------------------------------------|
 EQ1077
 EQ1077                          SUPERSEDED SURVEY CONTROL
 EQ1077
 EQ1077  NAD 83(1986)-  34 50 02.00936(N)    107 39 28.11660(W) AD(       ) 3
 EQ1077  NGVD 29 (04/24/90) 2349.0    (m)         7707.     (f) VERT ANG       
 EQ1077
 EQ1077.Superseded values are not recommended for survey control.
 EQ1077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ1077.See file dsdata.txt to determine how the superseded data were derived.
 EQ1077
 EQ1077_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBU5695157844(NAD 83)
 EQ1077_MARKER: DS = TRIANGULATION STATION DISK
 EQ1077_SETTING: 0 = UNSPECIFIED SETTING
 EQ1077_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EQ1077
 EQ1077  HISTORY     - Date     Condition        Report By
 EQ1077  HISTORY     - 1959     MONUMENTED       USGS
 EQ1077
 EQ1077                          STATION DESCRIPTION
 EQ1077
 EQ1077'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 EQ1077'STATION IS LOCATED ABOUT 2.9 MI. (AIRLINE) S. OF SPIDER CANYON AND
 EQ1077'ABOUT 6.0 MI. (AIRLINE) SW. OF THE ACOMA INDIAN PUEBLO, IN THE SW.
 EQ1077'1/4 OF T 7 N, R 8 W, SEC. 14, ON THE E. TIP OF A PROMINENT MESA 1/2
 EQ1077'MI. N. OF A LARGE HAIRPIN TURN ON THE RED LAKE RANCH ROAD.
 EQ1077'
 EQ1077'TO REACH FROM THE GRANTS POST OFFICE, GO 12.1 MI. SE. ALONG U.S.
 EQ1077'HIGHWAY 66, THENCE 1.4 MI. E. ALONG ASPHALT RD. THROUGH MCCARTYS,
 EQ1077'THENCE 12.7 MI. S. ALONG GRADED RD. TO ACOMA INDIAN PUEBLO, THENCE
 EQ1077'2.1 MI. W. ALONG GRADED RD. TO FORK, GO LEFT (S.) 2.6 MI. ALONG RED
 EQ1077'LAKE RANCH RD. TO FORK, GO RIGHT (SW.) ALONG DIRT TRACK RD. 0.2 MI.
 EQ1077'TO FORK, CONTINUE STRAIGHT AHEAD (SW.) 0.5 MI. TO EARTH DAM, CONTINUE
 EQ1077'SW. 1.4 MI. TO THREE FORKS, GO LEFT (S.) 0.6 MI. TO FORK, GO RIGHT
 EQ1077'(W.) 1.1 MI. ALONG N. SIDE OF LOW MESA OVER A SERIES OF STEEP DRAIN
 EQ1077'CROSSINGS TO END OF TRUCK TRAVEL, CONTINUE ON FOOT TO E. TIP OF MESA
 EQ1077'AND STATION, A 20 MINUTE PACK.
 EQ1077'
 EQ1077'STATION MARK--STANDARD TABLET CEMENTED IN SOLID ROCK AND
 EQ1077'STAMPED---DEER 1959---.
 EQ1077'
 EQ1077'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0917 ***********************************************************************
 DR0917  DESIGNATION -  DEL
 DR0917  PID         -  DR0917
 DR0917  STATE/COUNTY-  NM/CHAVES
 DR0917  USGS QUAD   -  MARLEY DRAW (1962)
 DR0917
 DR0917                         *CURRENT SURVEY CONTROL
 DR0917  ___________________________________________________________________
 DR0917* NAD 83(1992)-  33 39 31.65273(N)    104 33 48.82303(W)     ADJUSTED  
 DR0917* NAVD 88     -      1137.7    (meters)    3733.     (feet)  VERTCON   
 DR0917  ___________________________________________________________________
 DR0917  LAPLACE CORR-          -2.18  (seconds)                    DEFLEC99
 DR0917  GEOID HEIGHT-         -23.26  (meters)                     GEOID03
 DR0917
 DR0917  HORZ ORDER  -  SECOND
 DR0917
 DR0917.The horizontal coordinates were established by classical geodetic methods
 DR0917.and adjusted by the National Geodetic Survey in December 1993..
 DR0917
 DR0917.The NAVD 88 height was computed by applying the VERTCON shift value to
 DR0917.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DR0917
 DR0917.The Laplace correction was computed from DEFLEC99 derived deflections.
 DR0917
 DR0917.The geoid height was determined by GEOID03.
 DR0917
 DR0917;                    North         East     Units Scale Factor Converg.
 DR0917;SPC NM E     -   294,837.583   143,647.633   MT  0.99991471   -0 07 39.4
 DR0917;SPC NM E     -   967,312.97    471,283.94   sFT  0.99991471   -0 07 39.4
 DR0917;UTM  13      - 3,724,410.026   540,464.691   MT  0.99962019   +0 14 30.8
 DR0917
 DR0917!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR0917!SPC NM E     -   0.99982507  x   0.99991471  =   0.99973980
 DR0917!UTM  13      -   0.99982507  x   0.99962019  =   0.99944533
 DR0917
 DR0917|---------------------------------------------------------------------|
 DR0917| PID    Reference Object                     Distance      Geod. Az  |
 DR0917|                                                           dddmmss.s |
 DR0917| CJ6191 DEL RM 1                             22.242 METERS 17349     |
 DR0917| CJ6192 DEL RM 2                             22.102 METERS 26358     |
 DR0917| DR0915 MACHO                               APPROX. 5.6 KM 2664013.4 |
 DR0917|---------------------------------------------------------------------|
 DR0917
 DR0917                          SUPERSEDED SURVEY CONTROL
 DR0917
 DR0917  NAD 83(1986)-  33 39 31.65756(N)    104 33 48.81932(W) AD(       ) 2
 DR0917  NAD 27      -  33 39 31.34062(N)    104 33 46.92572(W) AD(       ) 2
 DR0917  NGVD 29 (07/19/86) 1137.2    (m)         3731.     (f) VERT ANG       
 DR0917
 DR0917.Superseded values are not recommended for survey control.
 DR0917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0917.See file dsdata.txt to determine how the superseded data were derived.
 DR0917
 DR0917_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SET4046524410(NAD 83)
 DR0917_MARKER: DS = TRIANGULATION STATION DISK
 DR0917_SETTING: 0 = UNSPECIFIED SETTING
 DR0917
 DR0917  HISTORY     - Date     Condition        Report By
 DR0917  HISTORY     - 1967     MONUMENTED       USGS
 DR0917
 DR0917                          STATION DESCRIPTION
 DR0917
 DR0917'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (LJM)
 DR0917'STATION IS LOCATED N 11 DEG W, ABOUT 13 MI. (AIRLINE) FROM THE
 DR0917'JUNCTION OF U.S. HIGHWAY 285 AND U.S. HIGHWAY 70, S 7 DEG E,
 DR0917'ABOUT 18 MI. (AIRLINE) FROM THE JUNCTION OF U.S. HIGHWAY 285
 DR0917'AND STATE HIGHWAY 20.  THE STATION IS LOCATED 110 FT. W OF U.S.
 DR0917'HIGHWAY 285, ABOUT 475 FT. N. OF A WIRE GATE AND 10 FT. W.
 DR0917'OF THE ROW FENCE, 55 FT. E OF A WITNESS SIGN ON A METAL POST.
 DR0917'THE STATION CAN BE LOCATED FROM THE ROSWELL (NI 13-8)
 DR0917'1--250,000 SERIES MAP.
 DR0917'
 DR0917'STATION MARK--A STANDARD BRONZE TABLET CRIMPED TO A COPPERWELD
 DR0917'ROD DRIVEN TO REFUSAL (10 FT.) CENTERED IN A 6 IN. TILE, 12 IN.
 DR0917'LONG, FILLED WITH GRAVEL FLUSH WITH THE GROUND AND STAMPED
 DR0917'DEL E.T. 1967.
 DR0917'
 DR0917'REFERENCE MARK NO. 1--A STANDARD BRONZE RM TABLET CRIMPED TO A
 DR0917'COPPERWELD ROD DRIVEN TO REFUSAL (10 FT.) CENTERED IN A 6 IN.
 DR0917'FILE, 12 IN. LONG FILLED WITH GRAVEL FLUSH WITH THE GROUND
 DR0917'AND STAMPED DEL E.T. 1967 1.
 DR0917'
 DR0917'REFERENCE MARK NO. 2--A STANDARD BRONZE RM TABLET CRIMPED TO A
 DR0917'COPPERWELD ROD DRIVEN TO REFUSAL (9.0 FT.) CENTERED IN A 6 IN.
 DR0917'TILE, 12 IN. LONG, FILLED WITH GRAVEL FLUSH WITH THE GROUND AND
 DR0917'STAMPED DEL ET. 1967 2.
 DR0917'
 DR0917'MACHO E.T. IS VISIBLE FROM THE GROUND AND WILL SERVE AS THE
 DR0917'AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0724 ***********************************************************************
 GM0724  DESIGNATION -  DEL ORO
 GM0724  PID         -  GM0724
 GM0724  STATE/COUNTY-  NM/MORA
 GM0724  USGS QUAD   -  CERRO NEGRO (1966)
 GM0724
 GM0724                         *CURRENT SURVEY CONTROL
 GM0724  ___________________________________________________________________
 GM0724* NAD 83(1992)-  36 04 45.75968(N)    104 55 47.75550(W)     ADJUSTED  
 GM0724* NAVD 88     -      2317.9    (meters)    7605.     (feet)  VERTCON   
 GM0724  ___________________________________________________________________
 GM0724  LAPLACE CORR-          -4.29  (seconds)                    DEFLEC99
 GM0724  GEOID HEIGHT-         -18.38  (meters)                     GEOID03
 GM0724
 GM0724  HORZ ORDER  -  FIRST
 GM0724
 GM0724.The horizontal coordinates were established by classical geodetic methods
 GM0724.and adjusted by the National Geodetic Survey in December 1993..
 GM0724
 GM0724.The NAVD 88 height was computed by applying the VERTCON shift value to
 GM0724.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GM0724
 GM0724.The Laplace correction was computed from DEFLEC99 derived deflections.
 GM0724
 GM0724.The geoid height was determined by GEOID03.
 GM0724
 GM0724;                    North         East     Units Scale Factor Converg.
 GM0724;SPC NM E     -   563,489.608   111,267.000   MT  0.99994465   -0 21 04.9
 GM0724;SPC NM E     - 1,848,715.49    365,048.48   sFT  0.99994465   -0 21 04.9
 GM0724;UTM  13      - 3,992,754.929   506,308.721   MT  0.99960049   +0 02 28.5
 GM0724
 GM0724!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GM0724!SPC NM E     -   0.99963922  x   0.99994465  =   0.99958389
 GM0724!UTM  13      -   0.99963922  x   0.99960049  =   0.99923986
 GM0724
 GM0724|---------------------------------------------------------------------|
 GM0724| PID    Reference Object                     Distance      Geod. Az  |
 GM0724|                                                           dddmmss.s |
 GM0724| CM7928 DEL ORO RM 1                          8.850 METERS 06505     |
 GM0724| CM7929 DEL ORO RM 2                          7.500 METERS 16835     |
 GM0724| FN0519 DENVER ALBUQUERQUE AWY BN 37        APPROX. 9.2 KM 1782921.1 |
 GM0724| CM7927 DEL ORO AZ MK                                      3372312.9 |
 GM0724|---------------------------------------------------------------------|
 GM0724
 GM0724                          SUPERSEDED SURVEY CONTROL
 GM0724
 GM0724  NAD 83(1986)-  36 04 45.76656(N)    104 55 47.75651(W) AD(       ) 1
 GM0724  NAD 27      -  36 04 45.63470(N)    104 55 45.75410(W) AD(       ) 1
 GM0724  NGVD 29 (07/19/86) 2316.9    (m)         7601.     (f) VERT ANG       
 GM0724
 GM0724.Superseded values are not recommended for survey control.
 GM0724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0724.See file dsdata.txt to determine how the superseded data were derived.
 GM0724
 GM0724_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEV0630992755(NAD 83)
 GM0724_MARKER: DS = TRIANGULATION STATION DISK
 GM0724_SETTING: 0 = UNSPECIFIED SETTING
 GM0724
 GM0724  HISTORY     - Date     Condition        Report By
 GM0724  HISTORY     - 1949     MONUMENTED       CGS
 GM0724
 GM0724                          STATION DESCRIPTION
 GM0724
 GM0724'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (DHK)
 GM0724'THE STATION IS LOCATED ABOUT 13 MILES AIR LINE WEST-NORTHWEST
 GM0724'OF WAGON MOUND ON THE TOP OF A PROMINENT, ROUND VOLCANIC
 GM0724'HILL KNOWN LOCALLY AS SIERRO DEL ORO.  THE STATION MARK IS A
 GM0724'BRONZE DISK WELDED TO THE TOP OF AN IRON PIPE THAT IS SET ON
 GM0724'THE HIGHEST POINT OF THE HILL.  IT PROJECTS 8 INCHES AND IS
 GM0724'STAMPED, DEL ORO 1949.
 GM0724'
 GM0724'REFERENCE MARK NO. 1 IS A BRONZE DISK WELDED TO THE TOP OF
 GM0724'AN IRON PIPE.  IT PROJECTS 6 INCHES, IS ABOUT THE SAME
 GM0724'ELEVATION AS THE STATION MARK AND IS STAMPED, DEL ORO 1949
 GM0724'NO 1.
 GM0724'
 GM0724'REFERENCE MARK NO. 2 IS A BRONZE DISK WELDED TO THE TOP OF
 GM0724'AN IRON PIPE.  IT PROJECTS 4 INCHES, IS ABOUT THE SAME ELEVATION
 GM0724'AS THE STATION MARK AND IS STAMPED, DEL ORO 1949 NO 2.
 GM0724'
 GM0724'THE AZIMUTH MARK PROJECTS 3 FEET, IS SET AT THE SOUTHWEST
 GM0724'BASE OF A HILL 75 FEET NORTH OF A WIRE FENCE.  IT IS STAMPED,
 GM0724'DEL ORO 1949.
 GM0724'
 GM0724'TO REACH THE STATION FROM WAGON MOUND, GO NORTHWESTERLY ON
 GM0724'STATE HIGHWAY 120 FOR 12.6 MILES TO A CATTLE GUARD.  CONTINUE
 GM0724'2.2 MILES TO A ROAD LEFT JUST BEFORE REACHING A ROAD RIGHT AT
 GM0724'SIGN, MORA RANCH.  TURN LEFT, GO SOUTHERLY 1.7 MILES TO A FORK.
 GM0724'TURN LEFT, GO 0.9 MILE TO A GATE.  THE AZIMUTH MARK IS 0.1
 GM0724'MILE EAST OF THIS GATE.  PASS THROUGH GATE TURN LEFT, GO SOUTH
 GM0724'0.4 MILE TO A GATE.  PASS THROUGH GATE, GO SOUTHEASTERLY
 GM0724'0.9 MILE TO THE EAST BASE OF HILL, THEN UP EAST SLOPE TO THE
 GM0724'TOP AND STATION.  A DRIVE STATION WITH A FOUR WHEEL DRIVE
 GM0724'VEHICLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0392 ***********************************************************************
 EO0392  DESIGNATION -  DELPHOS
 EO0392  PID         -  EO0392
 EO0392  STATE/COUNTY-  NM/ROOSEVELT
 EO0392  USGS QUAD   -  DELPHOS (1985)
 EO0392
 EO0392                         *CURRENT SURVEY CONTROL
 EO0392  ___________________________________________________________________
 EO0392* NAD 83(1992)-  34 04 39.92834(N)    103 29 32.17451(W)     ADJUSTED  
 EO0392* NAVD 88     -      1303.343  (meters)    4276.05   (feet)  POSTED    
 EO0392  ___________________________________________________________________
 EO0392  LAPLACE CORR-           0.25  (seconds)                    DEFLEC99
 EO0392  GEOID HEIGHT-         -22.75  (meters)                     GEOID03
 EO0392  DYNAMIC HT  -        1301.630 (meters)    4270.43  (feet)  COMP
 EO0392  MODELED GRAV-     979,273.3   (mgal)                       NAVD 88
 EO0392
 EO0392  HORZ ORDER  -  SECOND
 EO0392  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EO0392
 EO0392.The horizontal coordinates were established by classical geodetic methods
 EO0392.and adjusted by the National Geodetic Survey in December 1993..
 EO0392
 EO0392.The orthometric height was determined by differential leveling
 EO0392.and adjusted by the National Geodetic Survey in 1992..
 EO0392.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EO0392.rate of 0.0 thru 1.0 mm/km.
 EO0392
 EO0392.The Laplace correction was computed from DEFLEC99 derived deflections.
 EO0392
 EO0392.The geoid height was determined by GEOID03.
 EO0392
 EO0392.The dynamic height is computed by dividing the NAVD 88
 EO0392.geopotential number by the normal gravity value computed on the
 EO0392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0392.degrees latitude (g = 980.6199 gals.).
 EO0392
 EO0392.The modeled gravity was interpolated from observed gravity values.
 EO0392
 EO0392;                    North         East     Units Scale Factor Converg.
 EO0392;SPC NM E     -   341,600.481   242,624.509   MT  0.99998334   +0 28 16.6
 EO0392;SPC NM E     - 1,120,734.24    796,010.58   sFT  0.99998334   +0 28 16.6
 EO0392;UTM  13      - 3,771,803.411   639,114.560   MT  0.99983857   +0 50 41.8
 EO0392
 EO0392!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EO0392!SPC NM E     -   0.99979901  x   0.99998334  =   0.99978235
 EO0392!UTM  13      -   0.99979901  x   0.99983857  =   0.99963761
 EO0392
 EO0392:                Primary Azimuth Mark                     Grid Az
 EO0392:SPC NM E     -  PORTALES WATER TANK                      048 54 04.2
 EO0392:UTM  13      -  PORTALES WATER TANK                      048 31 39.0
 EO0392
 EO0392|---------------------------------------------------------------------|
 EO0392| PID    Reference Object                     Distance      Geod. Az  |
 EO0392|                                                           dddmmss.s |
 EO0392| EO0665 PORTALES WATER TANK                 APPROX.18.9 KM 0492220.8 |
 EO0392| EO0669 PORTALES S MUNICIPAL TANK           APPROX.17.3 KM 0522006.9 |
 EO0392| EO0393 DELPHOS RM 1                         36.143 METERS 07626     |
 EO0392| EO0391 DELPHOS AZ MK                                      0833312.9 |
 EO0392| EO0495 DELPHOS AZ MK 2                                    0833431.9 |
 EO0392| CJ6193 DELPHOS RM 3                         29.406 METERS 17242     |
 EO0392| EO0394 DELPHOS RM 2                                       17437     |
 EO0392| EO0682 KERMIT ELEC COOP RAD MAST           APPROX.12.3 KM 2270136.6 |
 EO0392| EO0681 FLOYD BELL TEL CO MAST              APPROX.12.8 KM 2982339.1 |
 EO0392|---------------------------------------------------------------------|
 EO0392
 EO0392                          SUPERSEDED SURVEY CONTROL
 EO0392
 EO0392  NAD 83(1986)-  34 04 39.93680(N)    103 29 32.16952(W) AD(       ) 2
 EO0392  NAD 27      -  34 04 39.64000(N)    103 29 30.32400(W) AD(       ) 2
 EO0392  NGVD 29 (??/??/92) 1302.760  (m)         4274.14   (f) ADJ UNCH    1 2
 EO0392
 EO0392.Superseded values are not recommended for survey control.
 EO0392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0392.See file dsdata.txt to determine how the superseded data were derived.
 EO0392
 EO0392_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFT3911571803(NAD 83)
 EO0392_MARKER: DS = TRIANGULATION STATION DISK
 EO0392_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EO0392_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EO0392_STAMPING: DELPHOS 1935
 EO0392_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EO0392+STABILITY: SURFACE MOTION
 EO0392
 EO0392  HISTORY     - Date     Condition        Report By
 EO0392  HISTORY     - 1935     MONUMENTED       CGS
 EO0392  HISTORY     - 1935     GOOD             CGS
 EO0392  HISTORY     - 1941     GOOD             CGS
 EO0392  HISTORY     - 1956     GOOD             USGS
 EO0392  HISTORY     - 1972     GOOD             NGS
 EO0392  HISTORY     - 1975     GOOD             NGS
 EO0392  HISTORY     - 1975     GOOD             NGS
 EO0392
 EO0392                          STATION DESCRIPTION
 EO0392
 EO0392'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 EO0392'ABOUT 11 MILES SOUTHWEST OF PORTALES, 0.3 MILE WEST OF DELPHOS
 EO0392'POST OFFICE, IN SEC. 4, T. 3 S., R. 33 E., ON THE HIGHEST
 EO0392'POINT OF A SAND DUNE IN THE CENTER OF AN ORCHARD AND 0.2 MILE
 EO0392'NORTH-NORTHEAST OF THE MAC DONALDS RANCH HOUSE.  THE SURFACE,
 EO0392'UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD DISKS
 EO0392'SET IN CONCRETE.  REFERENCE
 EO0392'MARK NO. 1 IS ON THE EASTERN SLOPE OF THE SAME SAND DUNE AS
 EO0392'THE STATION AND 118.61 FEET (SLOPE DISTANCE) FROM STATION
 EO0392'N 76 DEG 26 MIN E, AND NO. 2 IS 140.79 FEET (SLOPE
 EO0392'DISTANCE) FROM STATION S 05 DEG 23 MIN E.  THE
 EO0392'AZIMUTH MARK IS 1 FOOT WEST OF THE EAST RIGHT-OF-WAY FENCE OF
 EO0392'A TRACK ROAD, 14 FEET NORTH OF A SOUTHWEST FENCE CORNER, 27
 EO0392'FEET EAST OF THE CENTER LINE OF A TRACK ROAD, 53 FEET
 EO0392'NORTHWEST OF THE CENTER LINE OF U.S. HIGHWAY 70 AND 0.3
 EO0392'MILE FROM STATION N 83 DEG 33 MIN E.
 EO0392
 EO0392                          STATION RECOVERY (1935)
 EO0392
 EO0392'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935
 EO0392'11.6 MI SW FROM PORTALES.
 EO0392'11.6 MILES SOUTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 EO0392'FROM THE STATION AT PORTALES, AT DELPHOS, ON THE HIGHEST POINT OF THE
 EO0392'FIRST SAND DUNE NORTH OF THE TRACK, IN THE CENTER OF AN OLD ORCHARD,
 EO0392'AND 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST.  A STANDARD
 EO0392'TRIANGULATION-STATION DISK, STAMPED DELPHOS 1935 AND SET IN THE TOP OF
 EO0392'A CONCRETE POST PROJECTING 0.5 FOOT ABOVE GROUND.
 EO0392
 EO0392                          STATION RECOVERY (1941)
 EO0392
 EO0392'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (EHS)
 EO0392'STATION RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD CONDITION.
 EO0392'IT IS ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD AND
 EO0392'U.S. HIGHWAY 70, ABOUT 11.6 MILES SW OF PORTALES, N.MEX.  IT
 EO0392'IS ABOUT 0.2 MILE N OF THE STATION SIGN AT DELPHOS SIDING,
 EO0392'ON THE HIGHEST POINT OF THE SAND DUNE N OF THE RAILROAD, IN
 EO0392'THE CENTER OF AN OLD ORCHARD.
 EO0392'
 EO0392'STATION MARK IS A STANDARD DISK, STAMPED DELPHOS
 EO0392'1935, SET HORIZONTALLY IN THE TOP OF A CONCRETE POST PROJECTING
 EO0392'ABOUT 0.5 FOOT.
 EO0392'
 EO0392'REFERENCE MARK NO. 1 IS A STANDARD DISK, STAMPED
 EO0392'DELPHOS NO. 1 1935, SET IN THE TOP OF A CONCRETE POST PROJECTING
 EO0392'ABOUT 0.6 FOOT.  IT IS 118.6 FEET (SLOPE DISTANCE) E OF THE
 EO0392'STATION MARK ON THE EASTERN SLOPE OF THE SAND DUNE.
 EO0392'
 EO0392'REFERENCE MARK NO. 2 IS A STANDARD DISK, STAMPED
 EO0392'DELPHOS NO. 2 1935, SET IN THE TOP OF A CONCRETE POST PROJECTING
 EO0392'ABOUT 0.6 FOOT.  IT IS 140.8 FEET (SLOPE DISTANCE) S OF THE
 EO0392'STATION MARK ON THE SOUTHERN SLOPE OF THE SAND DUNE.
 EO0392'
 EO0392'AZIMUTH MARK IS A STANDARD DISK, STAMPED DELPHOS
 EO0392'AZIMUTH 1935, SET IN THE TOP OF A CONCRETE POST PROJECTING
 EO0392'ABOUT 0.6 FOOT.  IT IS ABOUT 0.2 MILE NE OF THE SIGN AT DELPHOS
 EO0392'SIDING ALONG THE RIGHT-OF-WAY OF THE ATCHISON, TOPEKA AND
 EO0392'SANTA FE RAILROAD, 87 FEET SE OF THE CENTER LINE OF THE MAIN
 EO0392'TRACK, 53 FEET NW OF THE CENTER LINE OF U.S. HIGHWAY 70,
 EO0392'27 FEET E OF THE CENTER LINE OF A N AND S ROAD AND 14 FEET
 EO0392'N OF A FENCE CORNER.
 EO0392'
 EO0392'TO REACH THE STATION FROM THE ATCHISON, TOPEKA AND SANTA
 EO0392'FE RAILROAD STATION AT PORTALES, N.MEX., GO 11.6 MILES
 EO0392'SOUTHWESTERLY ALONG U.S. HIGHWAY 70, TO THE STATION SITE.
 EO0392
 EO0392                          STATION RECOVERY (1956)
 EO0392
 EO0392'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 EO0392'STATION RECOVERED AS DESCRIBED.
 EO0392'
 EO0392'REFERENCE MARKS AND AZIMUTH MARK ARE EXPOSED TWO FEET DUE TO
 EO0392'SAND EROSION, BUT STILL ERECT AND FIRM.
 EO0392
 EO0392                          STATION RECOVERY (1972)
 EO0392
 EO0392'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 EO0392'THE STATION MARK, AND REFERENCE MARK NO. 1 WERE RECOVERED IN GOOD
 EO0392'CONDITION.  REFERENCE MARK NO. 2, AND THE AZIMUTH MARK, WERE FOUND
 EO0392'PUSHED OVER, THE MONUMENTS WERE RESET IN THE GROUND AND USED FOR
 EO0392'REFERENCE MARK NO. 3 AND AZIMUTH MARK 1972.
 EO0392'
 EO0392'A NEW DESCRIPTION FOLLOWS--
 EO0392'
 EO0392'THE STATION IS LOCATED ABOUT 12 MILES SOUTHWEST OF PORTALES, AND 0.15
 EO0392'MILE NORTHWEST OF U.S. HIGHWAY 70, AT THE DELPHOS SIDING OF THE
 EO0392'ATCHISON, TOPEKA, AND SANTA FE RAILROAD--IN SEC. 4, T 3 S, R 33 E,
 EO0392'ON THE TOP OF A SAND DUNE IN PASTURE LAND OWNED BY MR. GUNTER
 EO0392'PRUDE OF PORTALES.
 EO0392'
 EO0392'THE STATION MARK IS A STANDARD DISK STAMPED DELPHOS 1935, SET IN A
 EO0392'SQUARE CONCRETE MONUMENT WHICH PROJECTS 3-INCHES.  IT IS 747 FEET
 EO0392'NORTH OF A WINDMILL AND 8-INCH WELL CASING, AND 627 FEET NORTHWEST
 EO0392'OF THE NORTHWEST RAIL OF THE RAILROAD.
 EO0392'
 EO0392'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED DELPHOS NO 1 1935,
 EO0392'SET IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS 6-INCHES.  IT IS ON
 EO0392'THE SAND RIDGE LEADING EAST.
 EO0392'
 EO0392'REFERENCE MARK NO. 3 IS A STANDARD DISK STAMPED DELPHOS 1935 NO 3
 EO0392'1972 SET IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS 4-INCHES.  IT
 EO0392'IS ON A LOW RIDGE LEADING SOUTHEAST.
 EO0392'
 EO0392'THE AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK STAMPED DELPHOS
 EO0392'1935 AZIMUTH 1972, SET IN A SQUARE CONCRETE MONUMENT FLUSH WITH THE
 EO0392'GROUND.  IT IS ACROSS U.S. HIGHWAY 70 FROM A ROADSIDE PARK, 94 FEET
 EO0392'SOUTHEAST OF THE CENTER OF A RAILROAD CROSSING, 53 FEET NORTHWEST
 EO0392'OF THE CENTER OF HIGHWAY 70, 28 FEET EAST OF A GRADED ROAD, 22 FEET
 EO0392'SOUTH-SOUTHWEST OF A 4 X 4-INCH WOODEN WITNESS POST, 5 FEET
 EO0392'NORTH OF A POWER POLE, AND 1.5 FEET SOUTH OF A METAL WITNESS POST.
 EO0392'THE MARK IS ABOUT 3-FEET HIGHER THAN THE GRADED ROAD.
 EO0392'
 EO0392'TO REACH THE STATION FROM THE COUNTY COURTHOUSE IN PORTALES, GO SOUTH
 EO0392'ON U.S. HIGHWAY 70 FOR 11.8 MILES TO A ROADSIDE PARK ON THE LEFT AND
 EO0392'A GRADED SIDE ROAD ON THE RIGHT AND THE AZIMUTH MARK AS DESCRIBED,
 EO0392'CONTINUE SOUTH ON HIGHWAY 70 FOR 0.25 MILE TO A TRACK ROAD RIGHT,
 EO0392'TURN RIGHT ON TRACK ROAD AND OVER THE RAILROAD CROSSING TO A LOCKED
 EO0392'GATE, FROM THE GATE GO NORTH ABOUT 800 FEET TO THE STATION AS
 EO0392'DESCRIBED.
 EO0392'
 EO0392'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--12 MILES SW OF
 EO0392'PORTALES.
 EO0392
 EO0392                          STATION RECOVERY (1975)
 EO0392
 EO0392'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (JRS)
 EO0392'THE STATION MARK, REFERENCE MARKS 1, 3 AND THE AZIMUTH MARK WERE
 EO0392'RECOVERED AND FOUND TO BE IN GOOD CONDITION.  THE DISTANCE AND
 EO0392'DIRECTION TO REFERENCE MARK 1 CHECKED THE 1935 DATA ADEQUATELY.
 EO0392'REFERENCE MARK 3 AND THE AZIMUTH MARK WERE RESET IN 1972 AND THE
 EO0392'DATA WAS NOT AVAILABLE AT THIS TIME.  A NEW DESCRIPTION FOLLOWS.
 EO0392'
 EO0392'THE STATION IS ABOUT 13 MILES NORTHEAST OF ELIDA, 12 MILES SOUTHWEST
 EO0392'OF PORTALES AND ON PROPERTY OF GUNTER PRUDS, 800 SOUTH ELGIN STREET,
 EO0392'PORTALES, TELEPHONE NUMBER 356-4283.
 EO0392'
 EO0392'TO REACH THE STATION FROM THE POST OFFICE IN PORTALES, GO SOUTHWEST
 EO0392'ON U.S. HIGHWAY 70 FOR 6.1 MILES TO THE JUNCTION WITH STATE HIGHWAY
 EO0392'480, CONTINUE SOUTHWEST ON U.S. HIGHWAY 70 FOR 4.9 MILES TO A SIDE
 EO0392'ROAD AND THE AZIMUTH MARK ON THE RIGHT.  CONTINUE SOUTHWEST ON
 EO0392'U.S.  HIGHWAY 70 FOR 0.25 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT
 EO0392'AND GO NORTHWEST ON A GRADED ROAD, CROSSING RAILROAD TRACKS FOR
 EO0392'0.05 MILE TO A LOCKED GATE, PASS THROUGH GATE AND BEAR NORTHERLY
 EO0392'ACROSS PASTURE LAND FOR 0.15 MILE TO THE TOP OF A SAND HILL AND
 EO0392'THE STATION.
 EO0392'
 EO0392'STATION MARK IS A STANDARD DISK, STAMPED DELPHOS 1935, SET IN THE TOP
 EO0392'OF A 12-INCH SQUARE CONCRETE MONUMENT, THAT PROJECTS 2 INCHES ABOVE
 EO0392'THE GROUND.  THERE WERE NO LOCAL OBJECTS TO MEASURE FROM.
 EO0392'
 EO0392'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED DELPHOS NO 1 1935, SET
 EO0392'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT, THAT PROJECTS 4
 EO0392'INCHES ABOVE THE GROUND.  IT IS ON THE EAST SLOPE OF THE SAND HILL
 EO0392'AND ABOUT 3 FEET LOWER THAN THE STATION.
 EO0392'
 EO0392'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED DELPHOS NO 3 1935 1972,
 EO0392'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT, THAT PROJECTS
 EO0392'6 INCHES ABOVE THE GROUND.  IT IS ON THE SOUTH SLOPE OF THE SAND
 EO0392'HILL AND ABOUT 2 FEET LOWER THAN THE STATION.
 EO0392'
 EO0392'AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK, STAMPED DELPHOS
 EO0392'AZIMUTH 1935 1972, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE
 EO0392'MONUMENT THAT IS 5 INCHES BELOW THE GROUND SURFACE.  IT IS 85 FEET
 EO0392'SOUTH OF THE SOUTH RAIL OF A RAILROAD, 52 FEET NORTH OF THE CENTER
 EO0392'OF U.S. HIGHWAY 70, 27 FEET EAST OF THE CENTER OF A GRAVELED ROAD, 5
 EO0392'FEET NORTHEAST OF A POWER LINE POLE AND 1.8 FEET SOUTHWEST OF A METAL
 EO0392'WITNESS POST.
 EO0392'
 EO0392'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--12 MILES SOUTHWEST
 EO0392'OF PORTALES.
 EO0392'
 EO0392'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 EO0392
 EO0392                          STATION RECOVERY (1975)
 EO0392
 EO0392'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 EO0392'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0391 ***********************************************************************
 EO0391  DESIGNATION -  DELPHOS AZ MK
 EO0391  PID         -  EO0391
 EO0391  STATE/COUNTY-  NM/ROOSEVELT
 EO0391  USGS QUAD   -  DELPHOS (1985)
 EO0391
 EO0391                         *CURRENT SURVEY CONTROL
 EO0391  ___________________________________________________________________
 EO0391* NAD 83(1986)-  34 04 40.     (N)    103 29 18.     (W)     SCALED    
 EO0391* NAVD 88     -      1299.727  (meters)    4264.19   (feet)  POSTED    
 EO0391  ___________________________________________________________________
 EO0391  GEOID HEIGHT-         -22.75  (meters)                     GEOID03
 EO0391  DYNAMIC HT  -        1298.020 (meters)    4258.59  (feet)  COMP
 EO0391  MODELED GRAV-     979,273.6   (mgal)                       NAVD 88
 EO0391
 EO0391  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EO0391
 EO0391.The horizontal coordinates were scaled from a topographic map and have
 EO0391.an estimated accuracy of +/- 6 seconds.
 EO0391
 EO0391.The orthometric height was determined by differential leveling
 EO0391.and adjusted by the National Geodetic Survey in 1992..
 EO0391.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EO0391.rate of 0.0 thru 1.0 mm/km.
 EO0391
 EO0391.The geoid height was determined by GEOID03.
 EO0391
 EO0391.The dynamic height is computed by dividing the NAVD 88
 EO0391.geopotential number by the normal gravity value computed on the
 EO0391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0391.degrees latitude (g = 980.6199 gals.).
 EO0391
 EO0391.The modeled gravity was interpolated from observed gravity values.
 EO0391
 EO0391;                    North         East    Units  Estimated Accuracy
 EO0391;SPC NM E     -   341,610.      242,990.      MT  (+/- 180 meters Scaled)
 EO0391
 EO0391                          SUPERSEDED SURVEY CONTROL
 EO0391
 EO0391  NGVD 29 (??/??/92) 1299.144  (m)         4262.27   (f) ADJ UNCH    1 2
 EO0391
 EO0391.Superseded values are not recommended for survey control.
 EO0391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0391.See file dsdata.txt to determine how the superseded data were derived.
 EO0391
 EO0391_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFT394718(NAD 83)
 EO0391_MARKER: DZ = AZIMUTH MARK DISK
 EO0391_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EO0391_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EO0391_STAMPING: DELPHOS AZIMUTH 1935
 EO0391_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EO0391+STABILITY: SURFACE MOTION
 EO0391
 EO0391  HISTORY     - Date     Condition        Report By
 EO0391  HISTORY     - 1935     MONUMENTED       CGS
 EO0391  HISTORY     - 1975     GOOD             NGS
 EO0391
 EO0391                          STATION DESCRIPTION
 EO0391
 EO0391'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EO0391'11.4 MI SW FROM PORTALES.
 EO0391'11.4 MILES SOUTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 EO0391'FROM THE STATION AT PORTALES, 0.2 MILE NORTHEAST OF THE STATION SIGN
 EO0391'AT DELPHOS, 87 FEET SOUTHEAST OF THE CENTERLINE OF THE MAIN TRACK, 53
 EO0391'FEET NORTHWEST OF THE CENTERLINE OF U.S. HIGHWAY 70, 27 FEET EAST OF
 EO0391'THE CENTERLINE OF A NORTH-AND-SOUTH ROAD, 14 FEET NORTH OF A FENCE
 EO0391'CORNER, AND 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST.  A STANDARD
 EO0391'REFERENCE-MARK DISK, STAMPED DELPHOS AZIMUTH 1935 AND SET IN THE TOP
 EO0391'OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE GROUND.
 EO0391
 EO0391                          STATION RECOVERY (1975)
 EO0391
 EO0391'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 EO0391'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0495 ***********************************************************************
 EO0495  DESIGNATION -  DELPHOS AZ MK 2
 EO0495  PID         -  EO0495
 EO0495  STATE/COUNTY-  NM/ROOSEVELT
 EO0495  USGS QUAD   -  DELPHOS (1985)
 EO0495
 EO0495                         *CURRENT SURVEY CONTROL
 EO0495  ___________________________________________________________________
 EO0495* NAD 83(1986)-  34 04 41.     (N)    103 29 13.     (W)     SCALED    
 EO0495* NAVD 88     -      1299.403  (meters)    4263.12   (feet)  ADJUSTED  
 EO0495  ___________________________________________________________________
 EO0495  GEOID HEIGHT-         -22.75  (meters)                     GEOID03
 EO0495  DYNAMIC HT  -        1297.692 (meters)    4257.51  (feet)  COMP
 EO0495  MODELED GRAV-     979,273.7   (mgal)                       NAVD 88
 EO0495
 EO0495  VERT ORDER  -  FIRST     CLASS II
 EO0495
 EO0495.The horizontal coordinates were scaled from a topographic map and have
 EO0495.an estimated accuracy of +/- 6 seconds.
 EO0495
 EO0495.The orthometric height was determined by differential leveling
 EO0495.and adjusted by the National Geodetic Survey in June 1991..
 EO0495
 EO0495.The geoid height was determined by GEOID03.
 EO0495
 EO0495.The dynamic height is computed by dividing the NAVD 88
 EO0495.geopotential number by the normal gravity value computed on the
 EO0495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0495.degrees latitude (g = 980.6199 gals.).
 EO0495
 EO0495.The modeled gravity was interpolated from observed gravity values.
 EO0495
 EO0495;                    North         East    Units  Estimated Accuracy
 EO0495;SPC NM E     -   341,640.      243,120.      MT  (+/- 180 meters Scaled)
 EO0495
 EO0495                          SUPERSEDED SURVEY CONTROL
 EO0495
 EO0495.No superseded survey control is available for this station.
 EO0495
 EO0495_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFT396718(NAD 83)
 EO0495_MARKER: DR = REFERENCE MARK DISK
 EO0495_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EO0495_SP_SET: CONCRETE POST
 EO0495_STAMPING: DELPHOS 1935 AZIMUTH 1972
 EO0495_MARK LOGO: NGS   
 EO0495_PROJECTION: PROJECTING 10 CENTIMETERS
 EO0495_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EO0495+STABILITY: SURFACE MOTION
 EO0495
 EO0495  HISTORY     - Date     Condition        Report By
 EO0495  HISTORY     - 1972     MONUMENTED       NGS
 EO0495  HISTORY     - 1982     GOOD             NGS
 EO0495
 EO0495                          STATION DESCRIPTION
 EO0495
 EO0495'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 EO0495'18.2 KM (11.3 MI) SW FROM PORTALES.
 EO0495'18.2 KM (11.3 MI) SOUTHWESTERLY ALONG THE SANTA FE RAILROAD FROM THE
 EO0495'RAILROAD STATION IN PORTALES, 28.2 METERS (92.5 FT) EAST-SOUTHEAST OF
 EO0495'MILEPOST 29, 26.0 METERS (85.3 FT) SOUTHEAST OF THE NEAR RAIL, 20.6
 EO0495'METERS (67.6 FT) NORTHWEST OF THE CENTERLINE OF U.  S. HIGHWAY 70, 8.2
 EO0495'METERS (26.9 FT) EAST OF THE CENTER OF A DIRT ROAD LEADING NORTH, 7.3
 EO0495'METERS (24.0 FT) SOUTHWEST OF BENCH MARK G 7 AND 1.7 METERS (5.6 FT)
 EO0495'NORTH OF A UTILITY POLE.
 EO0495'THE MARK IS 0.5 METERS  SSE FROM A WITNESS POST.
 EO0495'THE MARK IS 0.6 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0393 ***********************************************************************
 EO0393  DESIGNATION -  DELPHOS RM 1
 EO0393  PID         -  EO0393
 EO0393  STATE/COUNTY-  NM/ROOSEVELT
 EO0393  USGS QUAD   -  DELPHOS (1985)
 EO0393
 EO0393                         *CURRENT SURVEY CONTROL
 EO0393  ___________________________________________________________________
 EO0393* NAD 83(1986)-  34 04 39.     (N)    103 29 32.     (W)     SCALED    
 EO0393* NAVD 88     -      1302.126  (meters)    4272.06   (feet)  POSTED    
 EO0393  ___________________________________________________________________
 EO0393  GEOID HEIGHT-         -22.75  (meters)                     GEOID03
 EO0393  DYNAMIC HT  -        1300.410 (meters)    4266.43  (feet)  COMP
 EO0393  MODELED GRAV-     979,273.3   (mgal)                       NAVD 88
 EO0393
 EO0393  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EO0393
 EO0393.The horizontal coordinates were scaled from a topographic map and have
 EO0393.an estimated accuracy of +/- 6 seconds.
 EO0393
 EO0393.The orthometric height was determined by differential leveling
 EO0393.and adjusted by the National Geodetic Survey in 1992..
 EO0393.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EO0393.rate of 0.0 thru 1.0 mm/km.
 EO0393
 EO0393.The geoid height was determined by GEOID03.
 EO0393
 EO0393.The dynamic height is computed by dividing the NAVD 88
 EO0393.geopotential number by the normal gravity value computed on the
 EO0393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0393.degrees latitude (g = 980.6199 gals.).
 EO0393
 EO0393.The modeled gravity was interpolated from observed gravity values.
 EO0393
 EO0393;                    North         East    Units  Estimated Accuracy
 EO0393;SPC NM E     -   341,570.      242,630.      MT  (+/- 180 meters Scaled)
 EO0393
 EO0393                          SUPERSEDED SURVEY CONTROL
 EO0393
 EO0393  NGVD 29 (??/??/92) 1301.542  (m)         4270.14   (f) ADJ UNCH    1 2
 EO0393
 EO0393.Superseded values are not recommended for survey control.
 EO0393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0393.See file dsdata.txt to determine how the superseded data were derived.
 EO0393
 EO0393_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFT391717(NAD 83)
 EO0393_MARKER: DR = REFERENCE MARK DISK
 EO0393_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EO0393_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EO0393_STAMPING: DELPHOS NO 1 1935
 EO0393_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EO0393+STABILITY: SURFACE MOTION
 EO0393
 EO0393  HISTORY     - Date     Condition        Report By
 EO0393  HISTORY     - 1935     MONUMENTED       CGS
 EO0393  HISTORY     - 1975     GOOD             NGS
 EO0393
 EO0393                          STATION DESCRIPTION
 EO0393
 EO0393'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EO0393'118.6 FT E FROM PORTALES.
 EO0393'118.6 FEET EAST OF TRIANGULATION STATION DELPHOS DESCRIBED ABOVE, ON
 EO0393'THE EASTERN SLOPE OF THE FIRST SAND DUNE NORTH OF THE TRACK, AND 2
 EO0393'FEET SOUTH OF A WHITE WOODEN WITNESS POST.  A STANDARD REFERENCE-MARK
 EO0393'DISK, STAMPED DELPHOS NO 1 1935 AND SET IN THE TOP OF A CONCRETE POST
 EO0393'PROJECTING 0.6 FOOT ABOVE GROUND.
 EO0393
 EO0393                          STATION RECOVERY (1975)
 EO0393
 EO0393'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 EO0393'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1232 ***********************************************************************
 CX1232  DESIGNATION -  DEMAIR
 CX1232  PID         -  CX1232
 CX1232  STATE/COUNTY-  NM/LUNA
 CX1232  USGS QUAD   -  CAPITOL DOME (1965)
 CX1232
 CX1232                         *CURRENT SURVEY CONTROL
 CX1232  ___________________________________________________________________
 CX1232* NAD 83(1992)-  32 14 43.89698(N)    107 42 31.73105(W)     ADJUSTED  
 CX1232* NAVD 88     -      1305.540  (meters)    4283.26   (feet)  ADJUSTED  
 CX1232  ___________________________________________________________________
 CX1232  LAPLACE CORR-           0.86  (seconds)                    DEFLEC99
 CX1232  GEOID HEIGHT-         -24.58  (meters)                     GEOID03
 CX1232  DYNAMIC HT  -        1303.562 (meters)    4276.77  (feet)  COMP
 CX1232  MODELED GRAV-     979,078.7   (mgal)                       NAVD 88
 CX1232
 CX1232  HORZ ORDER  -  FIRST
 CX1232  VERT ORDER  -  FIRST     CLASS II
 CX1232
 CX1232.This mark is at Deming Airport (DMN)
 CX1232
 CX1232.The horizontal coordinates were established by classical geodetic methods
 CX1232.and adjusted by the National Geodetic Survey in December 1993..
 CX1232
 CX1232.The orthometric height was determined by differential leveling
 CX1232.and adjusted by the National Geodetic Survey in June 1991..
 CX1232
 CX1232.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1232
 CX1232.The geoid height was determined by GEOID03.
 CX1232
 CX1232.The dynamic height is computed by dividing the NAVD 88
 CX1232.geopotential number by the normal gravity value computed on the
 CX1232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX1232.degrees latitude (g = 980.6199 gals.).
 CX1232
 CX1232.The modeled gravity was interpolated from observed gravity values.
 CX1232
 CX1232;                    North         East     Units Scale Factor Converg.
 CX1232;SPC NM W     -   138,099.632   841,733.769   MT  0.99991836   +0 03 59.2
 CX1232;SPC NM W     -   453,081.88  2,761,588.21   sFT  0.99991836   +0 03 59.2
 CX1232;UTM  13      - 3,570,871.448   244,780.940   MT  1.00040334   -1 26 45.8
 CX1232
 CX1232!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1232!SPC NM W     -   0.99979891  x   0.99991836  =   0.99971729
 CX1232!UTM  13      -   0.99979891  x   1.00040334  =   1.00020217
 CX1232
 CX1232|---------------------------------------------------------------------|
 CX1232| PID    Reference Object                     Distance      Geod. Az  |
 CX1232|                                                           dddmmss.s |
 CX1232| CC7238 DEMAIR RM 1                          13.600 METERS 08652     |
 CX1232| CC7237 DEMAIR AZ MK                                       1353010.0 |
 CX1232| CX1235 DEMAIR RM A                          27.287 METERS 15217     |
 CX1232| CX1233 DEMAIR RM 2                          12.180 METERS 17924     |
 CX1232| CX1234 DEMAIR RM 3                          22.683 METERS 25143     |
 CX1232| CX1888 DEMING EL PASO VALLEY TANK          APPROX. 1.8 KM 2860230.0 |
 CX1232|---------------------------------------------------------------------|
 CX1232
 CX1232                          SUPERSEDED SURVEY CONTROL
 CX1232
 CX1232  NAD 83(1986)-  32 14 43.89745(N)    107 42 31.73020(W) AD(       ) 1
 CX1232  NAD 27      -  32 14 43.58101(N)    107 42 29.62834(W) AD(       ) 1
 CX1232  NGVD 29 (07/19/86) 1304.98   (m)         4281.4    (f) LEVELING    3  
 CX1232
 CX1232.Superseded values are not recommended for survey control.
 CX1232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1232.See file dsdata.txt to determine how the superseded data were derived.
 CX1232
 CX1232_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBR4478170871(NAD 83)
 CX1232_MARKER: DS = TRIANGULATION STATION DISK
 CX1232_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX1232_SP_SET: CONCRETE POST
 CX1232_STAMPING: DEMAIR 1945
 CX1232_PROJECTION: PROJECTING 25 CENTIMETERS
 CX1232_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX1232+STABILITY: SURFACE MOTION
 CX1232
 CX1232  HISTORY     - Date     Condition        Report By
 CX1232  HISTORY     - 1945     MONUMENTED       CGS
 CX1232  HISTORY     - 1967     GOOD             USAF
 CX1232  HISTORY     - 1969     GOOD             CGS
 CX1232  HISTORY     - 1970     GOOD             NGS
 CX1232  HISTORY     - 1975     GOOD             NGS
 CX1232  HISTORY     - 1980     GOOD             NGS
 CX1232  HISTORY     - 19960605 MARK NOT FOUND   CHANCE
 CX1232
 CX1232                          STATION DESCRIPTION
 CX1232
 CX1232'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (RAM)
 CX1232'STATION IS ON THE DEMING ARMY AIRFIELD NEAR THE SE CORNER.
 CX1232'
 CX1232'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 70 AND 80 AND
 CX1232'U.S. HIGHWAY 260 IN DEMING, GO E ON HIGHWAY 70 FOR 1.4 MILES TO
 CX1232'A ROAD RIGHT AND SIGN READING DEMING ARMY AIRFIELD.  HERE TAKE
 CX1232'THE RIGHT FORK S FOR 1.4 MILES TO THE MAIN GATE.  FROM HERE GO
 CX1232'E FOR 0.4 MILE TO A CROSSROAD.  HERE TAKE THE LEFT FORK AND GO
 CX1232'0.4 MILE TO A REVERSE Y.  HERE TAKE THE RIGHT FORK AND GO 0.5
 CX1232'MILE TO A ROAD LEFT.  HERE TURN LEFT OR N AND GO 0.1 MILE TO A
 CX1232'CONCRETE RAMP AND THE MAIN CONTROL TOWER ON THE LEFT.  HERE
 CX1232'TURN RIGHT OR E AND GO 0.2 MILE TO A TURN IN THE RAMP.  HERE
 CX1232'GO SE PAST ANOTHER CONTROL TOWER ACROSS THE RAMP TO A TAXI
 CX1232'STRIP FOR 0.4 MILE.  HERE GO E ON THE TAXI STRIP FOR 0.2
 CX1232'MILE TO A N-S TAXI STRIP.  HERE TURN RIGHT OR S AND GO 0.4
 CX1232'MILE TO THE S END OF THE TAXI STRIP AND RUNWAY AND THE
 CX1232'STATION.
 CX1232'
 CX1232'THE STATION IS A BRONZE STATION DISK, STAMPED DEMAIR 1945, AND
 CX1232'IS SET IN A SQUARE CONCRETE POST PROJECTING 4 INCHES.  IT IS
 CX1232'11-1/2 FEET E OF THE WITNESS POST, 495-1/2 FEET W OF THE CENTER
 CX1232'OF THE S END OF RUNWAY 35 WHICH RUNS NEARLY N AND S, AND IS
 CX1232'212 FEET SSW OF THE CENTER LINE OF THE TAXI STRIP.
 CX1232'
 CX1232'UNDERGROUND MARK IS A BRONZE STATION DISK SET IN CONCRETE.
 CX1232'
 CX1232'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK, STAMPED DEMAIR
 CX1232'1945 NO 1, SET IN A SQUARE CONCRETE POST PROJECTING 5 INCHES,
 CX1232'AND IS ABOUT THE SAME LEVEL AS THE STATION.  THE MARK IS E OF
 CX1232'THE STATION.
 CX1232'
 CX1232'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK, STAMPED DEMAIR
 CX1232'1945 NO 2, SET IN A SQUARE CONCRETE POST PROJECTING 2 INCHES,
 CX1232'AND IS ABOUT THE SAME LEVEL AS THE STATION.  THE MARK IS S OF
 CX1232'THE STATION.
 CX1232'
 CX1232'AZIMUTH MARK IS A BRONZE AZIMUTH DISK, STAMPED DEMAIR 1945, SET
 CX1232'IN A SQUARE CONCRETE POST PROJECTING 2 INCHES, AND IS 4 FEET
 CX1232'N OF THE WITNESS POST.  IT IS 1/4 MILE CROSS COUNTRY SE OF THE
 CX1232'STATION.
 CX1232'
 CX1232'HEIGHT OF LIGHT ABOVE STATION MARK - 1.0 METER.
 CX1232
 CX1232                          STATION RECOVERY (1967)
 CX1232
 CX1232'RECOVERY NOTE BY US AIR FORCE 1967
 CX1232'STATION MARK, REFERENCE MARK NO 2 AND THE AZIMUTH MARK WERE
 CX1232'RECOVERED IN GOOD CONDITION.  STATION WAS RECOVERED AND A NEW
 CX1232'DESCRIPTION TO REACH FOLLOWS.
 CX1232'
 CX1232'FROM THE JUNCTION OF U.S. HWY 80 AND COUNTRY CLUB ROAD AT THE
 CX1232'NW CORNER OF THE GOLF COURSE ON THE EAST EDGE OF DEMING, GO
 CX1232'SOUTH ON COUNTY CLUB ROAD FOR 1.05 MILES TO A ROAD ON THE LEFT
 CX1232'JUST SOUTH OF THE RAILROAD TRACKS, TURN EAST ON PAVED ROAD
 CX1232'AND PROCEED TOWARD AIRPORT FOR 0.5 MILES TO A T JUNCTION, TURN
 CX1232'LEFT, NE, AND GO 0.3 MILES TO HYDRO TEST INC. AT A FORK, BEAR
 CX1232'RIGHT, SE, AND GO 0.4 MILE TO SOUTHWESTERN NEW MEXICO STATE
 CX1232'FAIR BUILDING, BEAR EAST ON DIRT ROAD JUST NORTH OF BUILDING
 CX1232'AND GO 0.1 MILE TO AN OLD TAXIWAY, TURN RIGHT, SOUTH, AND
 CX1232'GO 0.1 MILE TO END OF TAXIWAY, TURN LEFT, EAST, AND GO 0.1
 CX1232'MILE TO OLD TAXIWAY, TURN RIGHT, SOUTH, AND GO 0.2 MILE TO
 CX1232'AN OLD TAXIWAY ON THE RIGHT, TURN RIGHT, SW, AND GO 0.05
 CX1232'MILE TO STATION WHICH IS 42 FEET SOUTH OF THE CENTER
 CX1232'LINE OF AN OLD DIRT ROAD.
 CX1232
 CX1232                          STATION RECOVERY (1969)
 CX1232
 CX1232'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LGB)
 CX1232'THE STATION MARK, REFERENCE MARK 2 AND THE AZIMUTH MARK WERE
 CX1232'RECOVERED AS DESCRIBED.  REFERENCE MARK 1 HAS BEEN DESTROYED.
 CX1232'THE STATION MARK AND REFERENCE MARK 2 APPEAR TO BE LOOSE AND
 CX1232'HAVE SOME MOVEMENT IN THEM.  THE DISTANCE TO REFERENCE MARK 2
 CX1232'MISSED THE 1945 MEASUREMENT BY 4 MILIMETERS AND THE DIRECTION
 CX1232'BETWEEN REFERENCE MARK 2 AND THE AZIMUTH MARK IS OFF BY 1 MINUTE
 CX1232'AND 12 SECONDS.  A REFERENCE MARK 3 WAS SET AT THIS TIME.
 CX1232'
 CX1232'THE FOLLOWING IS A COMPLETE AND NEW DESCRIPTION.
 CX1232'
 CX1232'THE STATION IS LOCATED ABOUT 3 MILES EAST-SOUTHEAST OF DEMING,
 CX1232'AT THE SOUTHEAST CORNER OF THE DEMING MUNICIPAL AIRPORT AND ON
 CX1232'PROPERTY OWNED BY THE CITY OF DEMING.
 CX1232'
 CX1232'TO REACH FROM THE POST OFFICE IN DEMING, GO NORTH ON COPPER
 CX1232'STREET FOR 1 BLOCK TO THE JUNCTION WITH U.S. HIGHWAYS 70
 CX1232'AND 80 (PINE STREET).  TURN RIGHT AND GO EAST ON THE HIGHWAY FOR
 CX1232'1.6 MILES TO A CROSS STREET AND SIGN (DEMING MUNICIPAL AIRPORT),
 CX1232'JUST BEFORE CROSSING RAILROAD TRACKS.  TURN RIGHT AND GO SOUTH
 CX1232'ON COUNTRY CLUB RD. FOR 1.5 MILES TO A Y-FORK.  TAKE LEFT FORK
 CX1232'AND GO EAST ALONG THE SOUTH SIDE OF THE AIRPORT FOR 1.5 MILES
 CX1232'TO A DIM TRACK ROAD ALONG THE EAST SIDE OF A DRAINAGE DITCH.
 CX1232'(TO REACH AZIMUTH MARK, TURN RIGHT CROSSING GRADED DITCH,
 CX1232'THENCE LEFT AND GO EAST ALONG THE SOUTH SIDE OF A RIGHT-OF-WAY
 CX1232'FENCE FOR 0.05 MILE.  TURN RIGHT AND PICK WAY SOUTHEAST
 CX1232'CROSS COUNTRY FOR 0.25 MILE TO THE AZIMUTH MARK IN AN
 CX1232'UNCULTIVATED BRUSHY AREA).  TURN LEFT AND GO NORTH FOR
 CX1232'0.05 MILE TO AN OLD DIRT ROAD.  TURN RIGHT AND GO EAST ON DIRT
 CX1232'ROAD FOR 0.05 MILE TO THE STATION ON THE RIGHT.
 CX1232'
 CX1232'THE STATION MARK IS A STANDARD DISK STAMPED DEMAIR 1945, SET
 CX1232'IN THE TOP OF A 10-INCH SQUARE CONCRETE POST WHICH PROJECTS 10
 CX1232'INCHES ABOVE THE GROUND SURFACE.  IT IS 157 FEET NORTH OF A
 CX1232'GRADED ROAD, 48 FEET SOUTH OF THE DIRT ROAD, 12 FEET EAST OF A
 CX1232'4X4 WOODEN WITNESS POST AND 4.5 FEET SOUTH-SOUTHEAST OF A METAL
 CX1232'WITNESS POST WITH SIGN ATTACHED.
 CX1232'
 CX1232'REFERENCE MARK 2 IS A STANDARD DISK STAMPED DEMAIR NO 2 1945,
 CX1232'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST WHICH PROJECTS
 CX1232'10 INCHES ABOVE THE GROUND SURFACE.  IT IS 112 FEET NORTH OF THE
 CX1232'GRADED ROAD, 86 FEET SOUTH OF THE DIRT ROAD AND 44 FEET SOUTH
 CX1232'OF THE METAL WITNESS POST.
 CX1232'
 CX1232'REFERENCE MARK 3 IS A STANDARD DISK STAMPED DEMAIR NO 3 1945
 CX1232'1969, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 CX1232'WHICH PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT IS 137
 CX1232'FEET NORTH OF THE GRADED ROAD, 74 FEET WEST OF THE METAL WITNESS
 CX1232'POST AND 51 FEET SOUTH OF THE DIRT ROAD.
 CX1232'
 CX1232'THE AZIMUTH MARK IS A STANDARD DISK STAMPED DEMAIR 1945, SET
 CX1232'IN THE TOP OF A 12-INCH DIAMETER IRREGULAR MASS OF CONCRETE
 CX1232'WHICH PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.  IT IS 2
 CX1232'FEET NORTHWEST OF A METAL WITNESS POST WITH SIGN ATTACHED.
 CX1232'
 CX1232'HEIGHT OF LIGHT ABOVE STATION MARK 72.2 FEET.
 CX1232'
 CX1232'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES
 CX1232'EAST-SOUTHEAST OF DEMING
 CX1232
 CX1232                          STATION RECOVERY (1970)
 CX1232
 CX1232'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (WMJ)
 CX1232'THE STATION MARK, REFERENCE MARKS 2 AND 3 AND THE AZIMUTH MARK
 CX1232'WERE RECOVERED AS PREVIOUSLY DESCRIBED IN 1969 IN GOOD CONDITION.
 CX1232'THE DISTANCE AND DIRECTION TO ALL MARKS COMPARE TO THAT OF 1969.
 CX1232'
 CX1232'THE 1969 DESCRIPTION IS ACCURATE AND ADEQUATE IN ALL RESPECTS.
 CX1232'
 CX1232'THE TRAVERSE DISTANCE MENTIONED BELOW HAS BEEN REDUCED TO SEA
 CX1232'LEVEL.
 CX1232'
 CX1232'HEIGHT OF THE LIGHT WAS 22.34 METERS.
 CX1232'
 CX1232'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3-1/2 MILES
 CX1232'SOUTHEAST OF DEMING
 CX1232
 CX1232                          STATION RECOVERY (1975)
 CX1232
 CX1232'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (JRS)
 CX1232'THE STATION MARK, REFERENCE MARKS 2, 3, THE AZIMUTH MARK AND
 CX1232'DEMAIR R.M. A 1969 WERE RECOVERED AS DESCRIBED BY L.G. BURDINE
 CX1232'IN 1969.
 CX1232'
 CX1232'THE AZIMUTH MARK IS BEST REACHED BY GOING WEST FROM THE
 CX1232'STATION ON A GRAVELED ROAD FOR 0.1 MILE TO A METAL GATE ON
 CX1232'THE LEFT.  TURN LEFT, PASS THROUGH THE GATE AND GO SOUTH FOR
 CX1232'0.15 MILE TO A BLOCK BUILDING.  TURN LEFT AND GO EAST ON A
 CX1232'TRACK ROAD, ALONG THE SOUTH SIDE OF A DITCH, FOR 0.35 MILE TO THE
 CX1232'MARK ON THE LEFT, 250 FEET NORTH OF THE TRACK ROAD.
 CX1232'
 CX1232'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES
 CX1232'EAST-SOUTHEAST OF DEMING.
 CX1232
 CX1232                          STATION RECOVERY (1980)
 CX1232
 CX1232'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CX1232'7.8 KM EAST FROM DEMING.
 CX1232'0.2 KILOMETER (0.1 MILE) EAST ALONG SPRUCE STREET FROM THE POST OFFICE
 CX1232'IN DEMING, THENCE 1.8 KILOMETERS (1.1 MILES) SOUTH AND SOUTHEAST ALONG
 CX1232'GOLD AVENUE, THENCE 1.6 KILOMETERS (1.0 MILE) EAST ALONG FLORIDA
 CX1232'STREET, THENCE 0.1 KILOMETER (0.05 MILE) SOUTH ALONG COUNTRY CLUB
 CX1232'ROAD, THENCE 1.6 KILOMETERS (1.0 MILE) EAST AND NORTHEAST ALONG A
 CX1232'PAVED ROAD TO DEMING MUNICIPAL AIRPORT, THENCE 1.5 KILOMETERS (0.9
 CX1232'MILE) SOUTH ALONG A PAVED ROAD, THENCE 1.0 KILOMETER (0.6 MILE) EAST
 CX1232'ALONG A PAVED ROAD, 47.8 METERS (157.0 FEET) NORTH OF THE CENTER OF
 CX1232'THE ROAD, 14.6 METERS (48.0 FEET) SOUTH OF THE CENTER OF A DIRT ROAD,
 CX1232'12.2 METERS (40.0 FEET) NORTH OF RM 2 AND 22.7 METERS (74.4 FEET)
 CX1232'EAST-NORTHEAST OF RM 3.
 CX1232'THE MARK IS 1.2 METERS  S FROM A WITNESS POST.
 CX1232'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 CX1232
 CX1232                          STATION RECOVERY (1996)
 CX1232
 CX1232'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (KAL)
 CX1232'RECOVERY NOTE BY CHANCE 1996 MARK NOT FOUND - SEARCH WAS NOT EXTENSIVE
 CX1232'(NEW INDUSTRIAL AREA) .
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1233 ***********************************************************************
 CX1233  DESIGNATION -  DEMAIR RM 2
 CX1233  PID         -  CX1233
 CX1233  STATE/COUNTY-  NM/LUNA
 CX1233  USGS QUAD   -  CAPITOL DOME (1965)
 CX1233
 CX1233                         *CURRENT SURVEY CONTROL
 CX1233  ___________________________________________________________________
 CX1233* NAD 83(1986)-  32 14 42.     (N)    107 42 34.     (W)     SCALED    
 CX1233* NAVD 88     -      1305.447  (meters)    4282.95   (feet)  ADJUSTED  
 CX1233  ___________________________________________________________________
 CX1233  GEOID HEIGHT-         -24.58  (meters)                     GEOID03
 CX1233  DYNAMIC HT  -        1303.469 (meters)    4276.46  (feet)  COMP
 CX1233  MODELED GRAV-     979,078.7   (mgal)                       NAVD 88
 CX1233
 CX1233  VERT ORDER  -  FIRST     CLASS II
 CX1233
 CX1233.The horizontal coordinates were scaled from a topographic map and have
 CX1233.an estimated accuracy of +/- 6 seconds.
 CX1233
 CX1233.The orthometric height was determined by differential leveling
 CX1233.and adjusted by the National Geodetic Survey in June 1991..
 CX1233
 CX1233.The geoid height was determined by GEOID03.
 CX1233
 CX1233.The dynamic height is computed by dividing the NAVD 88
 CX1233.geopotential number by the normal gravity value computed on the
 CX1233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX1233.degrees latitude (g = 980.6199 gals.).
 CX1233
 CX1233.The modeled gravity was interpolated from observed gravity values.
 CX1233
 CX1233;                    North         East    Units  Estimated Accuracy
 CX1233;SPC NM W     -   138,040.      841,670.      MT  (+/- 180 meters Scaled)
 CX1233
 CX1233                          SUPERSEDED SURVEY CONTROL
 CX1233
 CX1233.No superseded survey control is available for this station.
 CX1233
 CX1233_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBR447708(NAD 83)
 CX1233_MARKER: DR = REFERENCE MARK DISK
 CX1233_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX1233_SP_SET: CONCRETE POST
 CX1233_STAMPING: DEMAIR NO 2 1945
 CX1233_PROJECTION: PROJECTING 25 CENTIMETERS
 CX1233_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX1233+STABILITY: SURFACE MOTION
 CX1233
 CX1233  HISTORY     - Date     Condition        Report By
 CX1233  HISTORY     - 1945     MONUMENTED       CGS
 CX1233  HISTORY     - 1980     GOOD             NGS
 CX1233  HISTORY     - 19960506 MARK NOT FOUND   CHANCE
 CX1233
 CX1233                          STATION DESCRIPTION
 CX1233
 CX1233'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CX1233'7.8 KM EAST FROM DEMING.
 CX1233'0.2 KILOMETER (0.1 MILE) EAST ALONG SPRUCE STREET FROM THE POST OFFICE
 CX1233'IN DEMING, THENCE 1.8 KILOMETERS (1.1 MILES) SOUTH AND SOUTHEAST ALONG
 CX1233'GOLD AVENUE, THENCE 1.6 KILOMETERS (1.0 MILE) EAST ALONG FLORIDA
 CX1233'STREET, THENCE 0.1 KILOMETER (0.05 MILE) SOUTH ALONG COUNTRY CLUB
 CX1233'ROAD, THENCE 1.6 KILOMETERS (1.0 MILE) EAST AND NORTHEAST ALONG A
 CX1233'PAVED ROAD TO DEMING MUNICIPAL AIRPORT, THENCE 1.5 KILOMETERS (0.9
 CX1233'MILE) SOUTH ALONG A PAVED ROAD, THENCE 1.0 KILOMETER (0.6 MILE) EAST
 CX1233'ALONG A PAVED ROAD, 34.1 METERS (112.0 FEET) NORTH OF THE CENTER OF
 CX1233'THE ROAD, 26.2 METERS (86.0 FEET) SOUTH OF THE CENTER OF A DIRT ROAD,
 CX1233'12.2 METERS (40.0 FEET) SOUTH OF THE STATION MARK AND 22.2 METERS
 CX1233'(73.0 FEET) SOUTHEAST OF RM 3.
 CX1233'THE MARK IS 13.4 METERS  S FROM A WITNESS POST.
 CX1233'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 CX1233
 CX1233                          STATION RECOVERY (1996)
 CX1233
 CX1233'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (KAL)
 CX1233'RECOVERY NOTE BY CHANCE 1996 MARK NOT FOUND - SEARCH NOT EXTENSIVE
 CX1233'(NEW INDUSTRIAL AREA) .
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1234 ***********************************************************************
 CX1234  DESIGNATION -  DEMAIR RM 3
 CX1234  PID         -  CX1234
 CX1234  STATE/COUNTY-  NM/LUNA
 CX1234  USGS QUAD   -  CAPITOL DOME (1965)
 CX1234
 CX1234                         *CURRENT SURVEY CONTROL
 CX1234  ___________________________________________________________________
 CX1234* NAD 83(1986)-  32 14 43.     (N)    107 42 35.     (W)     SCALED    
 CX1234* NAVD 88     -      1305.495  (meters)    4283.11   (feet)  ADJUSTED  
 CX1234  ___________________________________________________________________
 CX1234  GEOID HEIGHT-         -24.58  (meters)                     GEOID03
 CX1234  DYNAMIC HT  -        1303.516 (meters)    4276.62  (feet)  COMP
 CX1234  MODELED GRAV-     979,078.7   (mgal)                       NAVD 88
 CX1234
 CX1234  VERT ORDER  -  FIRST     CLASS II
 CX1234
 CX1234.The horizontal coordinates were scaled from a topographic map and have
 CX1234.an estimated accuracy of +/- 6 seconds.
 CX1234
 CX1234.The orthometric height was determined by differential leveling
 CX1234.and adjusted by the National Geodetic Survey in June 1991..
 CX1234
 CX1234.The geoid height was determined by GEOID03.
 CX1234
 CX1234.The dynamic height is computed by dividing the NAVD 88
 CX1234.geopotential number by the normal gravity value computed on the
 CX1234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX1234.degrees latitude (g = 980.6199 gals.).
 CX1234
 CX1234.The modeled gravity was interpolated from observed gravity values.
 CX1234
 CX1234;                    North         East    Units  Estimated Accuracy
 CX1234;SPC NM W     -   138,070.      841,650.      MT  (+/- 180 meters Scaled)
 CX1234
 CX1234                          SUPERSEDED SURVEY CONTROL
 CX1234
 CX1234.No superseded survey control is available for this station.
 CX1234
 CX1234_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBR446708(NAD 83)
 CX1234_MARKER: DR = REFERENCE MARK DISK
 CX1234_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX1234_SP_SET: CONCRETE POST
 CX1234_STAMPING: DEMAIR NO 3 1945 1969
 CX1234_PROJECTION: PROJECTING 10 CENTIMETERS
 CX1234_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX1234+STABILITY: SURFACE MOTION
 CX1234
 CX1234  HISTORY     - Date     Condition        Report By
 CX1234  HISTORY     - 1969     MONUMENTED       CGS
 CX1234  HISTORY     - 1980     GOOD             NGS
 CX1234  HISTORY     - 19960506 MARK NOT FOUND   CHANCE
 CX1234
 CX1234                          STATION DESCRIPTION
 CX1234
 CX1234'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CX1234'7.8 KM EAST FROM DEMING.
 CX1234'0.2 KILOMETER (0.1 MILE) EAST ALONG SPRUCE STREET FROM THE POST OFFICE
 CX1234'IN DEMING, THENCE 1.8 KILOMETERS (1.1 MILES) SOUTH AND SOUTHWEST ALONG
 CX1234'GOLD AVENUE, THENCE 1.6 KILOMETERS (1.0 MILE) EAST ALONG FLORIDA
 CX1234'STREET, THENCE 0.1 KILOMETER (0.05 MILE) SOUTH ALONG COUNTRY CLUB
 CX1234'ROAD, THENCE 1.6 KILOMETERS (1.0 MILE) EAST AND NORTHEAST ALONG A
 CX1234'PAVED ROAD TO THE DEMING MUNICIPAL AIRPORT, THENCE 1.5 KILOMETERS (0.9
 CX1234'MILE) SOUTH ALONG A PAVED ROAD, THENCE 1.0 KILOMETER (0.6 MILE) EAST
 CX1234'ALONG A PAVED ROAD, 41.8 METERS (137.0 FEET) NORTH OF THE CENTER OF
 CX1234'THE ROAD, 26.7 METERS (74.4 FEET) WEST-SOUTHWEST OF THE STATION MARK,
 CX1234'22.3 METERS (73.0 FEET) NORTHWEST OF RM 2 AND 15.5 METERS (51.0 FEET)
 CX1234'SOUTH OF THE CENTER OF A DIRT ROAD.
 CX1234'THE MARK IS 26.7 METERS  WSW FROM A WITNESS POST.
 CX1234'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 CX1234
 CX1234                          STATION RECOVERY (1996)
 CX1234
 CX1234'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (KAL)
 CX1234'RECOVERY NOTE BY CHANCE 1996 MARK NOT FOUND - SEARCH NOT EXTENSIVE
 CX1234'(NEW INDUSTRIAL AREA) .
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1235 ***********************************************************************
 CX1235  DESIGNATION -  DEMAIR RM A
 CX1235  PID         -  CX1235
 CX1235  STATE/COUNTY-  NM/LUNA
 CX1235  USGS QUAD   -  CAPITOL DOME (1965)
 CX1235
 CX1235                         *CURRENT SURVEY CONTROL
 CX1235  ___________________________________________________________________
 CX1235* NAD 83(1992)-  32 14 43.11272(N)    107 42 31.24636(W)     ADJUSTED  
 CX1235* NAVD 88     -      1305.185  (meters)    4282.09   (feet)  ADJUSTED  
 CX1235  ___________________________________________________________________
 CX1235  LAPLACE CORR-           0.86  (seconds)                    DEFLEC99
 CX1235  GEOID HEIGHT-         -24.58  (meters)                     GEOID03
 CX1235  DYNAMIC HT  -        1303.208 (meters)    4275.61  (feet)  COMP
 CX1235  MODELED GRAV-     979,078.7   (mgal)                       NAVD 88
 CX1235
 CX1235  HORZ ORDER  -  FIRST
 CX1235  VERT ORDER  -  FIRST     CLASS II
 CX1235
 CX1235.This mark is at Deming Airport (DMN)
 CX1235
 CX1235.The horizontal coordinates were established by classical geodetic methods
 CX1235.and adjusted by the National Geodetic Survey in December 1993..
 CX1235
 CX1235.The orthometric height was determined by differential leveling
 CX1235.and adjusted by the National Geodetic Survey in June 1991..
 CX1235
 CX1235.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1235
 CX1235.The geoid height was determined by GEOID03.
 CX1235
 CX1235.The dynamic height is computed by dividing the NAVD 88
 CX1235.geopotential number by the normal gravity value computed on the
 CX1235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX1235.degrees latitude (g = 980.6199 gals.).
 CX1235
 CX1235.The modeled gravity was interpolated from observed gravity values.
 CX1235
 CX1235;                    North         East     Units Scale Factor Converg.
 CX1235;SPC NM W     -   138,075.491   841,746.485   MT  0.99991837   +0 03 59.4
 CX1235;SPC NM W     -   453,002.67  2,761,629.93   sFT  0.99991837   +0 03 59.4
 CX1235;UTM  13      - 3,570,846.968   244,793.019   MT  1.00040326   -1 26 45.5
 CX1235
 CX1235!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1235!SPC NM W     -   0.99979897  x   0.99991837  =   0.99971735
 CX1235!UTM  13      -   0.99979897  x   1.00040326  =   1.00020215
 CX1235
 CX1235:                Primary Azimuth Mark                     Grid Az
 CX1235:SPC NM W     -  DEMING EL PASO VALLEY TANK               286 36 00.6
 CX1235:UTM  13      -  DEMING EL PASO VALLEY TANK               288 06 45.5
 CX1235
 CX1235|---------------------------------------------------------------------|
 CX1235| PID    Reference Object                     Distance      Geod. Az  |
 CX1235|                                                           dddmmss.s |
 CX1235| CX1888 DEMING EL PASO VALLEY TANK          APPROX. 1.8 KM 2864000.0 |
 CX1235| CX1232 DEMAIR                               27.287 METERS 33217     |
 CX1235|---------------------------------------------------------------------|
 CX1235
 CX1235                          SUPERSEDED SURVEY CONTROL
 CX1235
 CX1235  NAD 83(1986)-  32 14 43.11311(N)    107 42 31.24546(W) AD(       ) 1
 CX1235  NAD 27      -  32 14 42.79663(N)    107 42 29.14362(W) AD(       ) 1
 CX1235  NGVD 29 (07/19/86) 1304.59   (m)         4280.1    (f) LEVELING    3  
 CX1235
 CX1235.Superseded values are not recommended for survey control.
 CX1235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1235.See file dsdata.txt to determine how the superseded data were derived.
 CX1235
 CX1235_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBR4479370847(NAD 83)
 CX1235_MARKER: DS = TRIANGULATION STATION DISK
 CX1235_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX1235_SP_SET: CONCRETE POST
 CX1235_STAMPING: DEMAIR RM A 1969
 CX1235_PROJECTION: FLUSH
 CX1235_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX1235+STABILITY: SURFACE MOTION
 CX1235
 CX1235  HISTORY     - Date     Condition        Report By
 CX1235  HISTORY     - 1969     MONUMENTED       CGS
 CX1235  HISTORY     - 1970     GOOD             NGS
 CX1235  HISTORY     - 1980     GOOD             NGS
 CX1235  HISTORY     - 19960506 MARK NOT FOUND   CHANCE
 CX1235
 CX1235                          STATION DESCRIPTION
 CX1235
 CX1235'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LGB)
 CX1235'THE STATION IS LOCATED ABOUT 3 MILES EAST-SOUTHEAST OF DEMING, AT THE
 CX1235'SOUTHEAST CORNER OF THE DEMING MUNICIPAL AIRPORT AND ON PROPERTY
 CX1235'OWNED BY THE CITY OF DEMING.
 CX1235'
 CX1235'THE STATION MARK IS A STANDARD TRIANGULATION STATION MARK STAMPED
 CX1235'DEMAIR RM A 1969, SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT
 CX1235'IS 12 INCHES IN DIAMETER AND PROJECTS 2 INCHES ABOVE THE GROUND
 CX1235'SURFACE.  IT IS 68 FEET NORTH OF THE CENTER OF THE GRADED ROAD AND
 CX1235'3.5 FEET EAST OF THE METAL WITNESS POST WITH SIGN ATTACHED.
 CX1235'
 CX1235'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION DEMAIR 1945,
 CX1235'AND THE DISTANCE, REDUCED TO SEA LEVEL, IS NOTED BELOW.
 CX1235
 CX1235                          STATION RECOVERY (1970)
 CX1235
 CX1235'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (WMJ)
 CX1235'THE STATION MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.  THE 1969
 CX1235'DESCRIPTION IS ADEQUATE.
 CX1235'
 CX1235'THE TRAVERSE DISTANCE BELOW HAS BEEN REDUCED TO SEA LEVEL.
 CX1235'
 CX1235'HEIGHT OF INSTRUMENT ABOVE STATION MARK WAS 20.23 METERS.
 CX1235
 CX1235                          STATION RECOVERY (1980)
 CX1235
 CX1235'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CX1235'7.8 KM EAST FROM DEMING.
 CX1235'0.2 KILOMETER (0.1 MILE) EAST ALONG SPRUCE STREET FROM THE POST OFFICE
 CX1235'IN DEMING, THENCE 1.8 KILOMETERS (1.1 MILES) SOUTH AND SOUTHWEST ALONG
 CX1235'GOLD AVENUE, THENCE 1.6 KILOMETERS (1.0 MILE) EAST ALONG FLORIDA
 CX1235'STREET, THENCE 0.1 KILOMETER (0.05 MILE) SOUTH ALONG COUNTRY CLUB
 CX1235'ROAD, THENCE 1.6 KILOMETERS (1.0 MILE) EAST AND NORTHEAST ALONG A
 CX1235'PAVED ROAD TO THE DEMING MUNICIPAL AIRPORT, THENCE 1.5 KILOMETERS (0.9
 CX1235'MILE) SOUTH ALONG A PAVED ROAD, THENCE 1.0 KILOMETER (0.6 MILE) EAST
 CX1235'ALONG A PAVED ROAD, 33.8 METERS (111.0 FEET) SOUTH OF THE CENTER OF A
 CX1235'DIRT ROAD, 27.1 METERS (89.0 FEET) SOUTH-SOUTHEAST OF THE STATION
 CX1235'MARK AND 20.7 (68.0 FEET) NORTH OF THE CENTER OF THE ROAD.
 CX1235'THE MARK IS 28.3 METERS  SSE FROM A WITNESS POST.
 CX1235'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 CX1235
 CX1235                          STATION RECOVERY (1996)
 CX1235
 CX1235'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (KAL)
 CX1235'RECOVERY NOTE BY CHANCE 1996 MARK NOT FOUND - SEARCH NOT EXTENSIVE
 CX1235'(NEW INDUSTRIAL AREA) .
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1872 ***********************************************************************
 CX1872  DESIGNATION -  DEMING AIRFIELD WATER TWR BCN
 CX1872  PID         -  CX1872
 CX1872  STATE/COUNTY-  NM/LUNA
 CX1872  USGS QUAD   -  DEMING EAST (1965)
 CX1872
 CX1872                         *CURRENT SURVEY CONTROL
 CX1872  ___________________________________________________________________
 CX1872* NAD 83(1992)-  32 15 12.29748(N)    107 43 08.10051(W)     ADJUSTED  
 CX1872* NAVD 88     -                                                        
 CX1872  ___________________________________________________________________
 CX1872  LAPLACE CORR-           0.67  (seconds)                    DEFLEC99
 CX1872  GEOID HEIGHT-         -24.58  (meters)                     GEOID03
 CX1872
 CX1872  HORZ ORDER  -  THIRD
 CX1872
 CX1872.The horizontal coordinates were established by classical geodetic methods
 CX1872.and adjusted by the National Geodetic Survey in December 1993..
 CX1872
 CX1872
 CX1872.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1872
 CX1872.The geoid height was determined by GEOID03.
 CX1872
 CX1872;                    North         East     Units Scale Factor Converg.
 CX1872;SPC NM W     -   138,973.324   840,780.839   MT  0.99991810   +0 03 39.8
 CX1872;SPC NM W     -   455,948.31  2,758,461.80   sFT  0.99991810   +0 03 39.8
 CX1872;UTM  13      - 3,571,770.430   243,850.952   MT  1.00040920   -1 27 06.4
 CX1872
 CX1872                          SUPERSEDED SURVEY CONTROL
 CX1872
 CX1872  NAD 83(1986)-  32 15 12.29722(N)    107 43 08.09991(W) AD(       ) 4
 CX1872  NAD 27      -  32 15 11.98086(N)    107 43 05.99788(W) AD(       ) 3
 CX1872
 CX1872.Superseded values are not recommended for survey control.
 CX1872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1872.See file dsdata.txt to determine how the superseded data were derived.
 CX1872
 CX1872_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBR4385171770(NAD 83)
 CX1872_MARKER: 54 = WATER TOWER
 CX1872
 CX1872  HISTORY     - Date     Condition        Report By
 CX1872  HISTORY     - 1945     FIRST OBSERVED   CGS
 CX1872
 CX1872                          STATION DESCRIPTION
 CX1872
 CX1872'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1871 ***********************************************************************
 CX1871  DESIGNATION -  DEMING AIRFLD MAIN MID CON TWR
 CX1871  PID         -  CX1871
 CX1871  STATE/COUNTY-  NM/LUNA
 CX1871  USGS QUAD   -  DEMING EAST (1965)
 CX1871
 CX1871                         *CURRENT SURVEY CONTROL
 CX1871  ___________________________________________________________________
 CX1871* NAD 83(1992)-  32 15 23.71051(N)    107 43 08.12712(W)     ADJUSTED  
 CX1871* NAVD 88     -                                                        
 CX1871  ___________________________________________________________________
 CX1871  LAPLACE CORR-           0.67  (seconds)                    DEFLEC99
 CX1871  GEOID HEIGHT-         -24.58  (meters)                     GEOID03
 CX1871
 CX1871  HORZ ORDER  -  THIRD
 CX1871
 CX1871.The horizontal coordinates were established by classical geodetic methods
 CX1871.and adjusted by the National Geodetic Survey in December 1993..
 CX1871
 CX1871
 CX1871.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1871
 CX1871.The geoid height was determined by GEOID03.
 CX1871
 CX1871;                    North         East     Units Scale Factor Converg.
 CX1871;SPC NM W     -   139,324.852   840,779.768   MT  0.99991810   +0 03 39.8
 CX1871;SPC NM W     -   457,101.62  2,758,458.29   sFT  0.99991810   +0 03 39.8
 CX1871;UTM  13      - 3,572,122.035   243,859.167   MT  1.00040915   -1 27 06.9
 CX1871
 CX1871                          SUPERSEDED SURVEY CONTROL
 CX1871
 CX1871  NAD 83(1986)-  32 15 23.71029(N)    107 43 08.12641(W) AD(       ) 4
 CX1871  NAD 27      -  32 15 23.39637(N)    107 43 06.02349(W) AD(       ) 3
 CX1871
 CX1871.Superseded values are not recommended for survey control.
 CX1871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1871.See file dsdata.txt to determine how the superseded data were derived.
 CX1871
 CX1871_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBR4385972122(NAD 83)
 CX1871_MARKER: 58 = CONTROL TOWER
 CX1871
 CX1871  HISTORY     - Date     Condition        Report By
 CX1871  HISTORY     - 1945     FIRST OBSERVED   CGS
 CX1871
 CX1871                          STATION DESCRIPTION
 CX1871
 CX1871'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (RAM)
 CX1871'THE CONTROL TOWER IS THE MIDDLE ONE OF THE 3 AT THE AIRFIELD,
 CX1871'IS THE MAIN CONTROL TOWER FOR THE AIRFIELD, AND IS PAINTED
 CX1871'RED AND WHITE.
 CX1871'
 CX1871'IT IS 75 FEET HIGH, THE CONTROL ROOM AT THE TOP BEING 15 FEET
 CX1871'HIGH AND THE SUPPORTING STRUCTURE BEING 60 FEET IN HEIGHT.
 CX1871'THE CONTROL ROOM IS 20 FEET SQUARE AND THE SUPPORTING STRUCTURE
 CX1871'ENLARGES FROM THAT DIMENSION TO 23.6 FEET AT THE GROUND.
 CX1871'
 CX1871'IT IS 83 FEET S OF THE S EDGE OF THE MAIN RAMP AND 47.4 FEET
 CX1871'E OF THE NE CORNER OF A SMALL RED BRICK BUILDING HOUSING
 CX1871'ELECTRICAL EQUIPMENT.  AT THE NE CORNER OF ITS BASE IS SET
 CX1871'U.S.C. AND G.S. BM Z 220 1945.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1886 ***********************************************************************
 CX1886  DESIGNATION -  DEMING AIRFLD RED WHITE STACK
 CX1886  PID         -  CX1886
 CX1886  STATE/COUNTY-  NM/LUNA
 CX1886  USGS QUAD   -  CAPITOL DOME (1965)
 CX1886
 CX1886                         *CURRENT SURVEY CONTROL
 CX1886  ___________________________________________________________________
 CX1886* NAD 83(1992)-  32 14 48.44918(N)    107 43 42.12432(W)     ADJUSTED  
 CX1886* NAVD 88     -                                                        
 CX1886  ___________________________________________________________________
 CX1886  LAPLACE CORR-           0.53  (seconds)                    DEFLEC99
 CX1886  GEOID HEIGHT-         -24.59  (meters)                     GEOID03
 CX1886
 CX1886  HORZ ORDER  -  THIRD
 CX1886
 CX1886.The horizontal coordinates were established by classical geodetic methods
 CX1886.and adjusted by the National Geodetic Survey in December 1993..
 CX1886
 CX1886
 CX1886.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1886
 CX1886.The geoid height was determined by GEOID03.
 CX1886
 CX1886;                    North         East     Units Scale Factor Converg.
 CX1886;SPC NM W     -   138,237.874   839,891.036   MT  0.99991787   +0 03 21.6
 CX1886;SPC NM W     -   453,535.42  2,755,542.51   sFT  0.99991787   +0 03 21.6
 CX1886;UTM  13      - 3,571,058.373   242,941.595   MT  1.00041496   -1 27 23.6
 CX1886
 CX1886                          SUPERSEDED SURVEY CONTROL
 CX1886
 CX1886  NAD 83(1986)-  32 14 48.44895(N)    107 43 42.12372(W) AD(       ) 4
 CX1886  NAD 27      -  32 14 48.13170(N)    107 43 40.02146(W) AD(       ) 3
 CX1886
 CX1886.Superseded values are not recommended for survey control.
 CX1886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1886.See file dsdata.txt to determine how the superseded data were derived.
 CX1886
 CX1886_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBR4294271058(NAD 83)
 CX1886_MARKER: 63 = STACK
 CX1886
 CX1886  HISTORY     - Date     Condition        Report By
 CX1886  HISTORY     - 1945     FIRST OBSERVED   CGS
 CX1886  HISTORY     - 1965     GOOD             USGS
 CX1886
 CX1886                          STATION DESCRIPTION
 CX1886
 CX1886'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (RAM)
 CX1886'THE RED AND WHITE STACK IS LOCATED IN THE VICINITY OF THE
 CX1886'LAUNDRY, IT BEING THE SMOKESTACK FOR THE STEAM PLANT FOR THAT
 CX1886'ESTABLISHMENT.
 CX1886'
 CX1886'IT IS 102 FEET HIGH, 4-1/2 FEET IN DIAMETER, AND SET IN A
 CX1886'6-FOOT SQUARE CONCRETE BASE PROJECTING 10 INCHES ABOVE THE
 CX1886'GROUND.
 CX1886'
 CX1886'IT IS 10.3 FEET S OF THE S EDGE OF THE BOILER BUILDING AND
 CX1886'CONNECTED TO THE BUILDING BY A 3-FOOT SQUARE SMOKE PIPE.
 CX1886
 CX1886                          STATION RECOVERY (1965)
 CX1886
 CX1886'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 CX1886'THE SILVER STACK IS LOCATED IN THE VICINITY OF THE LAUNDRY OF
 CX1886'THE OLD DEMING ARMY AIRFIELD, NOW THE PROPERTY OF THE TILDEN
 CX1886'TOOL MFG. COMPANY.  THE STACK IS PAINTED SILVER AND IS THE
 CX1886'STACK FOR THE OLD STEAM PLANT OF THE LAUNDRY.
 CX1886'
 CX1886'IT IS 102 FEET HIGH, 4-1/2 FEET IN DIAMETER AND SET IN A 6 FOOT
 CX1886'SQUARE BASE PROJECTING 10 INCHES ABOVE GROUND.
 CX1886'
 CX1886'IT IS 10.3 FEET SOUTH OF THE SOUTH END OF THE OLD BOILER
 CX1886'BUILDING AND CONNECTED TO THE BUILDING BY A 3-FOOT SQUARE SMOKE
 CX1886'PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1887 ***********************************************************************
 CX1887  DESIGNATION -  DEMING ARMY AIRFIELD WHITE TK
 CX1887  PID         -  CX1887
 CX1887  STATE/COUNTY-  NM/LUNA
 CX1887  USGS QUAD   -  CAPITOL DOME (1965)
 CX1887
 CX1887                         *CURRENT SURVEY CONTROL
 CX1887  ___________________________________________________________________
 CX1887* NAD 83(1992)-  32 14 49.08696(N)    107 43 41.51342(W)     ADJUSTED  
 CX1887* NAVD 88     -                                                        
 CX1887  ___________________________________________________________________
 CX1887  LAPLACE CORR-           0.53  (seconds)                    DEFLEC99
 CX1887  GEOID HEIGHT-         -24.59  (meters)                     GEOID03
 CX1887
 CX1887  HORZ ORDER  -  THIRD
 CX1887
 CX1887.The horizontal coordinates were established by classical geodetic methods
 CX1887.and adjusted by the National Geodetic Survey in December 1993..
 CX1887
 CX1887
 CX1887.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1887
 CX1887.The geoid height was determined by GEOID03.
 CX1887
 CX1887;                    North         East     Units Scale Factor Converg.
 CX1887;SPC NM W     -   138,257.533   839,907.007   MT  0.99991788   +0 03 21.9
 CX1887;SPC NM W     -   453,599.92  2,755,594.91   sFT  0.99991788   +0 03 21.9
 CX1887;UTM  13      - 3,571,077.614   242,958.088   MT  1.00041486   -1 27 23.3
 CX1887
 CX1887                          SUPERSEDED SURVEY CONTROL
 CX1887
 CX1887  NAD 83(1986)-  32 14 49.08703(N)    107 43 41.51292(W) AD(       ) 4
 CX1887  NAD 27      -  32 14 48.77151(N)    107 43 39.40503(W) AD(       ) 3
 CX1887
 CX1887.Superseded values are not recommended for survey control.
 CX1887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1887.See file dsdata.txt to determine how the superseded data were derived.
 CX1887
 CX1887_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBR4295871078(NAD 83)
 CX1887_MARKER: 53 = ELEVATED TANK
 CX1887
 CX1887  HISTORY     - Date     Condition        Report By
 CX1887  HISTORY     - 1945     FIRST OBSERVED   CGS
 CX1887
 CX1887                          STATION DESCRIPTION
 CX1887
 CX1887'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (RAM)
 CX1887'THE TANK IS LOCATED IN THE VICINTIY OF THE LAUNDRY AND SUPPLIES
 CX1887'WATER TO THAT ESTABLISHMENT.
 CX1887'
 CX1887'IT HAS AN OVERALL HEIGHT OF 65 FEET.  THE ACTUAL TANK IS 20
 CX1887'FEET HIGH AND THE TIMBER STRUCTURE SUPPORTING IT IS 45 FEET
 CX1887'HIGH.  THE TANK IS 16 FEET IN DIAMETER AND HAS A PLATFORM
 CX1887'BUILT AROUND IT THAT IS 20 FEET IN DIAMETER.
 CX1887'
 CX1887'IT IS SET IN A U-SHAPED AREA FORMED BY THE LAUNDRY AND THE
 CX1887'STEAM PLANT, AND IS 27.5 FEET S OF THE LAUNDRY BUILDING.  IT
 CX1887'IS 17.8 FEET E OF THE STEAM PLANT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1898 ***********************************************************************
 CX1898  DESIGNATION -  DEMING CITY WATER WORKS
 CX1898  PID         -  CX1898
 CX1898  STATE/COUNTY-  NM/LUNA
 CX1898  USGS QUAD   -  DEMING WEST (1972)
 CX1898
 CX1898                         *CURRENT SURVEY CONTROL
 CX1898  ___________________________________________________________________
 CX1898* NAD 83(1992)-  32 16 10.59199(N)    107 46 02.33278(W)     ADJUSTED  
 CX1898* NAVD 88     -                                                        
 CX1898  ___________________________________________________________________
 CX1898  LAPLACE CORR-           0.19  (seconds)                    DEFLEC99
 CX1898  GEOID HEIGHT-         -24.58  (meters)                     GEOID03
 CX1898
 CX1898  HORZ ORDER  -  THIRD
 CX1898
 CX1898.The horizontal coordinates were established by classical geodetic methods
 CX1898.and adjusted by the National Geodetic Survey in December 1993..
 CX1898
 CX1898
 CX1898.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1898
 CX1898.The geoid height was determined by GEOID03.
 CX1898
 CX1898;                    North         East     Units Scale Factor Converg.
 CX1898;SPC NM W     -   140,764.999   836,219.471   MT  0.99991714   +0 02 06.9
 CX1898;SPC NM W     -   461,826.50  2,743,496.71   sFT  0.99991714   +0 02 06.9
 CX1898;UTM  13      - 3,573,682.900   239,336.204   MT  1.00043798   -1 28 41.9
 CX1898
 CX1898                          SUPERSEDED SURVEY CONTROL
 CX1898
 CX1898  NAD 83(1986)-  32 16 10.59139(N)    107 46 02.33220(W) AD(       ) 4
 CX1898  NAD 27      -  32 16 10.28355(N)    107 46 00.22005(W) AD(       ) 3
 CX1898
 CX1898.Superseded values are not recommended for survey control.
 CX1898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1898.See file dsdata.txt to determine how the superseded data were derived.
 CX1898
 CX1898_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBR3933673683(NAD 83)
 CX1898_MARKER: Z = SEE DESCRIPTION
 CX1898_SETTING: 0 = UNSPECIFIED SETTING
 CX1898_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX1898
 CX1898  HISTORY     - Date     Condition        Report By
 CX1898  HISTORY     - 1909     MONUMENTED       CGS
 CX1898  HISTORY     - 1914     SEE DESCRIPTION  CGS
 CX1898
 CX1898                          STATION DESCRIPTION
 CX1898
 CX1898'DESCRIBED BY COAST AND GEODETIC SURVEY 1914
 CX1898'THIS STATION IS THE HIGH, RED WATER TANK WHICH SUPPLIES DEMING
 CX1898'WITH WATER AND IS KNOWN AS THE DEMING CITY WATERWORKS.  A
 CX1898'UNITED STATES GEOLOGICAL SURVEY BENCH MARK IS NEAR THE BASE
 CX1898'OF THE TOWER, AND IT IS USED TO CONTROL THE VERTICAL ANGLE
 CX1898'ELEVATIONS OF THE TRIANGULATION IN THIS VICINITY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1901 ***********************************************************************
 CX1901  DESIGNATION -  DEMING COURTHOUSE SPIRE
 CX1901  PID         -  CX1901
 CX1901  STATE/COUNTY-  NM/LUNA
 CX1901  USGS QUAD   -  DEMING WEST (1972)
 CX1901
 CX1901                         *CURRENT SURVEY CONTROL
 CX1901  ___________________________________________________________________
 CX1901* NAD 83(1992)-  32 15 44.00433(N)    107 45 22.87735(W)     ADJUSTED  
 CX1901* NAVD 88     -                                                        
 CX1901  ___________________________________________________________________
 CX1901  LAPLACE CORR-           0.25  (seconds)                    DEFLEC99
 CX1901  GEOID HEIGHT-         -24.59  (meters)                     GEOID03
 CX1901
 CX1901  HORZ ORDER  -  THIRD
 CX1901
 CX1901.The horizontal coordinates were established by classical geodetic methods
 CX1901.and adjusted by the National Geodetic Survey in December 1993..
 CX1901
 CX1901
 CX1901.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1901
 CX1901.The geoid height was determined by GEOID03.
 CX1901
 CX1901;                    North         East     Units Scale Factor Converg.
 CX1901;SPC NM W     -   139,946.770   837,252.560   MT  0.99991732   +0 02 27.9
 CX1901;SPC NM W     -   459,142.03  2,746,886.11   sFT  0.99991732   +0 02 27.9
 CX1901;UTM  13      - 3,572,837.234   240,347.847   MT  1.00043149   -1 28 19.7
 CX1901
 CX1901                          SUPERSEDED SURVEY CONTROL
 CX1901
 CX1901  NAD 83(1986)-  32 15 44.00378(N)    107 45 22.87675(W) AD(       ) 4
 CX1901  NAD 27      -  32 15 43.69143(N)    107 45 20.77213(W) AD(       ) 3
 CX1901
 CX1901.Superseded values are not recommended for survey control.
 CX1901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1901.See file dsdata.txt to determine how the superseded data were derived.
 CX1901
 CX1901_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBR4034872837(NAD 83)
 CX1901_MARKER: 89 = SPIRE
 CX1901
 CX1901  HISTORY     - Date     Condition        Report By
 CX1901  HISTORY     - 1945     FIRST OBSERVED   CGS
 CX1901
 CX1901                          STATION DESCRIPTION
 CX1901
 CX1901'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (RAM)
 CX1901'THIS SPIRE IS LOCATED ON THE LUNA COUNTY COURTHOUSE WHICH
 CX1901'IS AT THE END OF SILVER STREET ON THE S SIDE OF THE CITY OF
 CX1901'DEMING.
 CX1901'
 CX1901'THE SPIRE IS 94 FEET HIGH TO THE BALL ON TOP, AND 106 FEET
 CX1901'HIGH TO THE TOP OF THE FLAGPOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1888 ***********************************************************************
 CX1888  DESIGNATION -  DEMING EL PASO VALLEY TANK
 CX1888  PID         -  CX1888
 CX1888  STATE/COUNTY-  NM/LUNA
 CX1888  USGS QUAD   -  CAPITOL DOME (1965)
 CX1888
 CX1888                         *CURRENT SURVEY CONTROL
 CX1888  ___________________________________________________________________
 CX1888* NAD 83(1992)-  32 14 59.93452(N)    107 43 37.38484(W)     ADJUSTED  
 CX1888* NAVD 88     -                                                        
 CX1888  ___________________________________________________________________
 CX1888  LAPLACE CORR-           0.54  (seconds)                    DEFLEC99
 CX1888  GEOID HEIGHT-         -24.59  (meters)                     GEOID03
 CX1888
 CX1888  HORZ ORDER  -  THIRD
 CX1888
 CX1888.The horizontal coordinates were established by classical geodetic methods
 CX1888.and adjusted by the National Geodetic Survey in December 1993..
 CX1888
 CX1888
 CX1888.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1888
 CX1888.The geoid height was determined by GEOID03.
 CX1888
 CX1888;                    North         East     Units Scale Factor Converg.
 CX1888;SPC NM W     -   138,591.750   840,014.743   MT  0.99991790   +0 03 24.2
 CX1888;SPC NM W     -   454,696.43  2,755,948.37   sFT  0.99991790   +0 03 24.2
 CX1888;UTM  13      - 3,571,409.035   243,074.667   MT  1.00041412   -1 27 21.6
 CX1888
 CX1888                          SUPERSEDED SURVEY CONTROL
 CX1888
 CX1888  NAD 83(1986)-  32 14 59.93444(N)    107 43 37.38370(W) AD(       ) 4
 CX1888  NAD 27      -  32 14 59.61894(N)    107 43 35.28167(W) AD(       ) 3
 CX1888
 CX1888.Superseded values are not recommended for survey control.
 CX1888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1888.See file dsdata.txt to determine how the superseded data were derived.
 CX1888
 CX1888_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBR4307571409(NAD 83)
 CX1888_MARKER: 53 = ELEVATED TANK
 CX1888
 CX1888  HISTORY     - Date     Condition        Report By
 CX1888  HISTORY     - 1970     FIRST OBSERVED   NGS
 CX1888  HISTORY     - 1975     GOOD             NGS
 CX1888
 CX1888                          STATION DESCRIPTION
 CX1888
 CX1888'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WMJ)
 CX1888'THE STATION IS THE RED LIGHT ATOP THE DEMING, EL PASO VALLEY COMPRESS
 CX1888'WATER TANK THAT IS LOCATED IN THE DEMING INDUSTRIAL PARK AT THE
 CX1888'SOUTHWEST SIDE OF THE CITY OF DEMING.  THE TANK IS SPHERICAL IN
 CX1888'SHAPE, SUPPORTED BY FOUR TUBULAR STEEL LEGS AND IS PAINTED RED AND
 CX1888'WHITE IN COLOR.  IT IS 150 FEET IN HEIGHT.
 CX1888
 CX1888                          STATION RECOVERY (1975)
 CX1888
 CX1888'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (JRS)
 CX1888'THE STATION, DEMING EL PASO VALLEY COMPRESS TANK 1970, WAS RECOVERED
 CX1888'IN GOOD CONDITION.  THE TANK IS NOW OWNED BY SOUTHWESTERN IRRIGATED
 CX1888'COTTEN GROWER ASSOCIATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1897 ***********************************************************************
 CX1897  DESIGNATION -  DEMING LOADING CHUTE
 CX1897  PID         -  CX1897
 CX1897  STATE/COUNTY-  NM/LUNA
 CX1897  USGS QUAD   -  DEMING WEST (1972)
 CX1897
 CX1897                         *CURRENT SURVEY CONTROL
 CX1897  ___________________________________________________________________
 CX1897* NAD 83(1992)-  32 16 19.68982(N)    107 45 07.18743(W)     ADJUSTED  
 CX1897* NAVD 88     -                                                        
 CX1897  ___________________________________________________________________
 CX1897  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 CX1897  GEOID HEIGHT-         -24.57  (meters)                     GEOID03
 CX1897
 CX1897  HORZ ORDER  -  THIRD
 CX1897
 CX1897.The horizontal coordinates were established by classical geodetic methods
 CX1897.and adjusted by the National Geodetic Survey in December 1993..
 CX1897
 CX1897
 CX1897.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1897
 CX1897.The geoid height was determined by GEOID03.
 CX1897
 CX1897;                    North         East     Units Scale Factor Converg.
 CX1897;SPC NM W     -   141,046.209   837,662.347   MT  0.99991739   +0 02 36.3
 CX1897;SPC NM W     -   462,749.10  2,748,230.55   sFT  0.99991739   +0 02 36.3
 CX1897;UTM  13      - 3,573,926.024   240,786.753   MT  1.00042868   -1 28 12.8
 CX1897
 CX1897                          SUPERSEDED SURVEY CONTROL
 CX1897
 CX1897  NAD 83(1986)-  32 16 19.68932(N)    107 45 07.18684(W) AD(       ) 4
 CX1897  NAD 27      -  32 16 19.38384(N)    107 45 05.06859(W) AD(       ) 3
 CX1897
 CX1897.Superseded values are not recommended for survey control.
 CX1897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1897.See file dsdata.txt to determine how the superseded data were derived.
 CX1897
 CX1897_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBR4078773926(NAD 83)
 CX1897_MARKER: Z = SEE DESCRIPTION
 CX1897_SETTING: 0 = UNSPECIFIED SETTING
 CX1897_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX1897
 CX1897  HISTORY     - Date     Condition        Report By
 CX1897  HISTORY     - 1945     MONUMENTED       CGS
 CX1897
 CX1897                          STATION DESCRIPTION
 CX1897
 CX1897'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (RAM)
 CX1897'THE INTERSECTION STATION IS THE PROPERTY OF THE SOUTHERN PACIFIC
 CX1897'CO. RAILROAD AND IS USED FOR LOADING COAL.  IT IS ABOUT 1/2
 CX1897'MILE FROM THE CENTER OF TOWN AND THE INTERSECTION OF U.S.
 CX1897'HIGHWAY 70 AND 80 AND U.S. HIGHWAY 260.  IT IS ABOUT 0.4 MILE
 CX1897'E OF THE UNDERPASS IN DEMING.  THE CHUTE IS ASTRIDE THE S MAIN
 CX1897'LINE TRACK OF THE RAILROAD, AND IS 112 FEET HIGH.  IT IS A
 CX1897'GRAY COLORED WOODEN STRUCTURE FOR THE UPPER TWO-THIRDS OF ITS
 CX1897'HEIGHT AND IS CONCRETE AT THE BASE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1028 ***********************************************************************
 CX1028  DESIGNATION -  DEMING MAGNETIC AZ MK
 CX1028  PID         -  CX1028
 CX1028  STATE/COUNTY-  NM/LUNA
 CX1028  USGS QUAD   -  DEMING WEST (1972)
 CX1028
 CX1028                         *CURRENT SURVEY CONTROL
 CX1028  ___________________________________________________________________
 CX1028* NAD 83(1986)-  32 15 05.     (N)    107 46 07.     (W)     SCALED    
 CX1028* NAVD 88     -      1322.070  (meters)    4337.49   (feet)  ADJUSTED  
 CX1028  ___________________________________________________________________
 CX1028  GEOID HEIGHT-         -24.60  (meters)                     GEOID03
 CX1028  DYNAMIC HT  -        1320.072 (meters)    4330.94  (feet)  COMP
 CX1028  MODELED GRAV-     979,081.7   (mgal)                       NAVD 88
 CX1028
 CX1028  VERT ORDER  -  FIRST     CLASS II
 CX1028
 CX1028.The horizontal coordinates were scaled from a topographic map and have
 CX1028.an estimated accuracy of +/- 6 seconds.
 CX1028
 CX1028.The orthometric height was determined by differential leveling
 CX1028.and adjusted by the National Geodetic Survey in June 1991..
 CX1028
 CX1028.The geoid height was determined by GEOID03.
 CX1028
 CX1028.The dynamic height is computed by dividing the NAVD 88
 CX1028.geopotential number by the normal gravity value computed on the
 CX1028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX1028.degrees latitude (g = 980.6199 gals.).
 CX1028
 CX1028.The modeled gravity was interpolated from observed gravity values.
 CX1028
 CX1028;                    North         East    Units  Estimated Accuracy
 CX1028;SPC NM W     -   138,750.      836,100.      MT  (+/- 180 meters Scaled)
 CX1028
 CX1028                          SUPERSEDED SURVEY CONTROL
 CX1028
 CX1028  NGVD 29 (??/??/92) 1321.378  (m)         4335.22   (f) ADJ UNCH    1 2
 CX1028
 CX1028.Superseded values are not recommended for survey control.
 CX1028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1028.See file dsdata.txt to determine how the superseded data were derived.
 CX1028
 CX1028_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBR391716(NAD 83)
 CX1028_MARKER: DZ = AZIMUTH MARK DISK
 CX1028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX1028_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CX1028_STAMPING: DEMING 1939
 CX1028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX1028+STABILITY: SURFACE MOTION
 CX1028
 CX1028  HISTORY     - Date     Condition        Report By
 CX1028  HISTORY     - 1939     MONUMENTED       CGS
 CX1028  HISTORY     - 1952     GOOD             NGS
 CX1028
 CX1028                          STATION DESCRIPTION
 CX1028
 CX1028'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CX1028'1.5 MI SW FROM DEMING.
 CX1028'0.5 MILE WEST ALONG U.S. HIGHWAYS 80 AND 70 FROM THE POST OFFICE AT
 CX1028'DEMING, THENCE 1.0 MILE SOUTH ALONG 8TH STREET, 0.2 MILE SOUTH OF AN
 CX1028'INTERSECTION WITH AN EAST AN WEST ROAD.  29 FEET WEST OF THE CENTER
 CX1028'LINE OF THE STREET, 5.4 FEET EAST OF A FENCE 2 FEET NORTH OF A WITNESS
 CX1028'POST, SET IN THE TOP OF CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE
 CX1028'THE GROUND, 0.2 MILE SOUTH OF TRIANGULATION STATION DEMING MAGNETIC
 CX1028'1905.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1027 ***********************************************************************
 CX1027  DESIGNATION -  DEMING MAGNETIC RESET
 CX1027  PID         -  CX1027
 CX1027  STATE/COUNTY-  NM/LUNA
 CX1027  USGS QUAD   -  DEMING WEST (1972)
 CX1027
 CX1027                         *CURRENT SURVEY CONTROL
 CX1027  ___________________________________________________________________
 CX1027* NAD 83(1992)-  32 15 13.75381(N)    107 46 06.01227(W)     ADJUSTED  
 CX1027* NAVD 88     -      1321.907  (meters)    4336.96   (feet)  ADJUSTED  
 CX1027  ___________________________________________________________________
 CX1027  LAPLACE CORR-           0.15  (seconds)                    DEFLEC99
 CX1027  GEOID HEIGHT-         -24.59  (meters)                     GEOID03
 CX1027  DYNAMIC HT  -        1319.909 (meters)    4330.40  (feet)  COMP
 CX1027  MODELED GRAV-     979,081.5   (mgal)                       NAVD 88
 CX1027
 CX1027  HORZ ORDER  -  SECOND
 CX1027  VERT ORDER  -  FIRST     CLASS II
 CX1027
 CX1027.The horizontal coordinates were established by classical geodetic methods
 CX1027.and adjusted by the National Geodetic Survey in December 1993..
 CX1027
 CX1027.The orthometric height was determined by differential leveling
 CX1027.and adjusted by the National Geodetic Survey in June 1991..
 CX1027
 CX1027.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1027
 CX1027.The geoid height was determined by GEOID03.
 CX1027
 CX1027.The dynamic height is computed by dividing the NAVD 88
 CX1027.geopotential number by the normal gravity value computed on the
 CX1027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX1027.degrees latitude (g = 980.6199 gals.).
 CX1027
 CX1027.The modeled gravity was interpolated from observed gravity values.
 CX1027
 CX1027;                    North         East     Units Scale Factor Converg.
 CX1027;SPC NM W     -   139,014.289   836,124.243   MT  0.99991713   +0 02 04.9
 CX1027;SPC NM W     -   456,082.71  2,743,184.29   sFT  0.99991713   +0 02 04.9
 CX1027;UTM  13      - 3,571,934.405   239,194.703   MT  1.00043889   -1 28 41.6
 CX1027
 CX1027!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1027!SPC NM W     -   0.99979635  x   0.99991713  =   0.99971349
 CX1027!UTM  13      -   0.99979635  x   1.00043889  =   1.00023515
 CX1027
 CX1027:                Primary Azimuth Mark                     Grid Az
 CX1027:SPC NM W     -  DEMING MUNICIPAL TANK                    003 26 49.2
 CX1027:UTM  13      -  DEMING MUNICIPAL TANK                    004 57 35.7
 CX1027
 CX1027|---------------------------------------------------------------------|
 CX1027| PID    Reference Object                     Distance      Geod. Az  |
 CX1027|                                                           dddmmss.s |
 CX1027| CX1900 DEMING MUNICIPAL TANK               APPROX. 1.7 KM 0032854.1 |
 CX1027| CX1902 DEMING TALLEST OF 3 STACKS          APPROX. 2.3 KM 0200705.6 |
 CX1027| CX1026 DEMING MAGNETIC RM 1                 31.148 METERS 04228     |
 CX1027| CX1901 DEMING COURTHOUSE SPIRE             APPROX. 1.5 KM 0502747.5 |
 CX1027| CX1028 DEMING MAGNETIC AZ MK                              1880135.6 |
 CX1027| CC7239 DEMING MAGNETIC RM 2                 27.864 METERS 32303     |
 CX1027|---------------------------------------------------------------------|
 CX1027
 CX1027                          SUPERSEDED SURVEY CONTROL
 CX1027
 CX1027  NAD 83(1986)-  32 15 13.75374(N)    107 46 06.01135(W) AD(       ) 2
 CX1027  NAD 27      -  32 15 13.44043(N)    107 46 03.90488(W) AD(       ) 2
 CX1027  NGVD 29 (??/??/92) 1321.215  (m)         4334.69   (f) ADJ UNCH    1 2
 CX1027
 CX1027.Superseded values are not recommended for survey control.
 CX1027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1027.See file dsdata.txt to determine how the superseded data were derived.
 CX1027
 CX1027_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBR3919571934(NAD 83)
 CX1027_MARKER: DM = MAGNETIC STATION DISK
 CX1027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX1027_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CX1027_STAMPING: DEMING 1905
 CX1027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX1027+STABILITY: SURFACE MOTION
 CX1027
 CX1027  HISTORY     - Date     Condition        Report By
 CX1027  HISTORY     - 1939     MONUMENTED       CGS
 CX1027  HISTORY     - 1944     GOOD             CGS
 CX1027  HISTORY     - 1952     GOOD             NGS
 CX1027  HISTORY     - 1953     GOOD             CGS
 CX1027
 CX1027                          STATION DESCRIPTION
 CX1027
 CX1027'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FGJ)
 CX1027'THE STATION IS MARKED BY A HEWN STONE 6 X 6 X 30 INCHES LONG,
 CX1027'PROJECTING 4 INCHES ABOVE THE LEVEL OF THE GROUND.  WHILE
 CX1027'FORMERLY MARKED BY CHISEL U.S.C. AND G.S. 1905, AND THE
 CX1027'LOCATION OF THE 1905 MAGNETIC STATION, A STANDARD DISK MAGNETIC
 CX1027'MARK WAS PLACED IN THE DRILL HOLE IN THE CENTER THEREOF AND
 CX1027'STAMPED DEMING 1905.  THE STATION IS LOCATED ON THE SW OUTSKIRTS
 CX1027'OF DEMING.
 CX1027'
 CX1027'REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS SET IN
 CX1027'CONCRETE.
 CX1027'
 CX1027'TO REACH--FROM THE POST OFFICE ON SPRUCE STREET GO W (ROUTE
 CX1027'80) FOR ABOUT 0.5 MILE, AND AT THE MUNICIPAL SWIMMING POOL
 CX1027'TURN S, LEFT, AND GO 0.8 MILE TO THE INTERSECTION WITH AN E
 CX1027'AND W ROAD.  STATION IS LOCATED IN THE SE CORNER OF THE
 CX1027'INTERSECTION, ABOUT 150 FEET SE OF THE CENTER OF THE
 CX1027'INTERSECTION.
 CX1027'
 CX1027'THE AZIMUTH MARK IS LOCATED ABOUT 0.15 MILE DISTANCE, ON THE
 CX1027'W SIDE OF THE N AND S ROAD AND 10 PACES W OF THE CENTER THEREOF.
 CX1027'
 CX1027'ALL REFERENCE MARKS AND THE AZIMUTH MARK ARE STAMPED DEMING 1905.
 CX1027
 CX1027                          STATION RECOVERY (1944)
 CX1027
 CX1027'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (JM)
 CX1027'STATION FOUND AS DESCRIBED, IN GOOD CONDITION.
 CX1027
 CX1027                          STATION RECOVERY (1952)
 CX1027
 CX1027'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 CX1027'1.3 MI SW FROM DEMING.
 CX1027'0.5 MILE WEST ALONG U.S. HIGHWAYS 80 AND 70 FROM THE POST OFFICE AT
 CX1027'DEMING, THENCE 0.8 MILE SOUTH ALONG 8TH STREET, AT AN INTERSECTION
 CX1027'WITH AN EAST AND WEST DIRT ROAD, 105 FEET SOUTH OF THE CENTER LINE OF
 CX1027'AN EAST AND WEST ROAD, 99 FEET SOUTHEAST OF A POWER POLE, 93 FEET EAST
 CX1027'OF THE CENTER LINE OF 8TH STREET 2 FEET NORTH OF A WITNESS POST, SET
 CX1027'IN THE TOP OF A 6 INCH STONE POST WHICH PROJECTS 0.4 FOOT ABOVE THE
 CX1027'GROUND.  R.M. 2 WAS NOT RECOVERED.
 CX1027
 CX1027                          STATION RECOVERY (1953)
 CX1027
 CX1027'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (EWR)
 CX1027'STATION IS LOCATED 0.5 MI. W ALONG U.S. HIGHWAYS 80 AND 70 FROM
 CX1027'THE POST OFFICE AT DEMING, THENCE 0.8 MI. S ALONG 8TH STREET,
 CX1027'AT THE INTERSECTION OF AN E-W DIRT ROAD, 105 FT. S OF THE
 CX1027'CENTERLINE OF THE E-W ROAD, 99 FT. SE OF A POWER POLE, 93 FT.
 CX1027'E OF THE CENTERLINE OF 8TH STREET, AND 2 FT. N OF A WITNESS
 CX1027'POST.  IT IS A STANDARD MAGNETIC-STATION DISK, STAMPED DEMING
 CX1027'1905 AND SET IN THE TOP OF A 6-IN. STONE POST WHICH PROJECTS
 CX1027'0.4 FT. ABOVE THE GROUND.
 CX1027'
 CX1027'REFERENCE MARK 1 IS 102.3 FT. NE OF THE STATION, 166 FT. E
 CX1027'OF THE CENTERLINE OF 8TH STREET, 135 FT. E OF A POWER POLE,
 CX1027'30 FT. S OF THE CENTERLINE OF AN E-W ROAD, AND 2 FT. W OF A
 CX1027'WITNESS POST.  IT IS A STANDARD REFERENCE-MARK DISK, STAMPED
 CX1027'DEMING NO 1 1939 AND SET IN THE TOP OF A CONCRETE POST WHICH
 CX1027'PROJECTS 0.4 FT. ABOVE THE GROUND.
 CX1027'
 CX1027'REFERENCE MARK 2 WAS SEARCHED FOR BUT NOT RECOVERED.
 CX1027'
 CX1027'THE AZIMUTH MARK IS 0.2 MI. S OF THE STATION, 29 FT. W OF THE
 CX1027'CENTERLINE OF 8TH STREET, 0.2 MI. S OF THE INTERSECTION OF AN
 CX1027'E-W ROAD, 5.4 FT. E OF A FENCE, AND 2 FT. N OF A WITNESS
 CX1027'POST.  IT IS A STANDARD AZIMUTH MARK DISK, STAMPED DEMING 1939
 CX1027'AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FT.
 CX1027'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1026 ***********************************************************************
 CX1026  DESIGNATION -  DEMING MAGNETIC RM 1
 CX1026  PID         -  CX1026
 CX1026  STATE/COUNTY-  NM/LUNA
 CX1026  USGS QUAD   -  DEMING WEST (1972)
 CX1026
 CX1026                         *CURRENT SURVEY CONTROL
 CX1026  ___________________________________________________________________
 CX1026* NAD 83(1986)-  32 15 13.     (N)    107 46 05.     (W)     SCALED    
 CX1026* NAVD 88     -      1322.062  (meters)    4337.47   (feet)  ADJUSTED  
 CX1026  ___________________________________________________________________
 CX1026  GEOID HEIGHT-         -24.59  (meters)                     GEOID03
 CX1026  DYNAMIC HT  -        1320.064 (meters)    4330.91  (feet)  COMP
 CX1026  MODELED GRAV-     979,081.5   (mgal)                       NAVD 88
 CX1026
 CX1026  VERT ORDER  -  FIRST     CLASS II
 CX1026
 CX1026.The horizontal coordinates were scaled from a topographic map and have
 CX1026.an estimated accuracy of +/- 6 seconds.
 CX1026
 CX1026.The orthometric height was determined by differential leveling
 CX1026.and adjusted by the National Geodetic Survey in June 1991..
 CX1026
 CX1026.The geoid height was determined by GEOID03.
 CX1026
 CX1026.The dynamic height is computed by dividing the NAVD 88
 CX1026.geopotential number by the normal gravity value computed on the
 CX1026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX1026.degrees latitude (g = 980.6199 gals.).
 CX1026
 CX1026.The modeled gravity was interpolated from observed gravity values.
 CX1026
 CX1026;                    North         East    Units  Estimated Accuracy
 CX1026;SPC NM W     -   138,990.      836,150.      MT  (+/- 180 meters Scaled)
 CX1026
 CX1026                          SUPERSEDED SURVEY CONTROL
 CX1026
 CX1026  NGVD 29 (??/??/92) 1321.370  (m)         4335.19   (f) ADJ UNCH    1 2
 CX1026
 CX1026.Superseded values are not recommended for survey control.
 CX1026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1026.See file dsdata.txt to determine how the superseded data were derived.
 CX1026
 CX1026_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBR392719(NAD 83)
 CX1026_MARKER: DR = REFERENCE MARK DISK
 CX1026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX1026_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CX1026_STAMPING: DEMING NO 1 1939
 CX1026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX1026+STABILITY: SURFACE MOTION
 CX1026
 CX1026  HISTORY     - Date     Condition        Report By
 CX1026  HISTORY     - 1939     MONUMENTED       CGS
 CX1026  HISTORY     - 1952     GOOD             NGS
 CX1026
 CX1026                          STATION DESCRIPTION
 CX1026
 CX1026'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CX1026'1.3 MI SW FROM DEMING.
 CX1026'0.5 MILE WEST ALONG U.S. HIGHWAY 80 AND 70 FROM THE POST OFFICE AT
 CX1026'DEMING, THENCE 0.8 MILE SOUTH ALONG 8TH STREET, AT AN INTERSECTION
 CX1026'WITH AN EAST AND WEST DIRT ROAD, 166 FEET EAST OF THE CENTER LINE OF
 CX1026'8TH STREET, 135 FEET EAST OF A POWER POLE, 102.3 FEET NORTHEAST OF
 CX1026'TRIANGULATION STATION DEMING MAGNETIC 1905, 30 FEET SOUTH OF THE
 CX1026'CENTER LINE OF AN EAST AND WEST ROAD.  2 FEET WEST OF A WITNESS POST,
 CX1026'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE
 CX1026'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1900 ***********************************************************************
 CX1900  DESIGNATION -  DEMING MUNICIPAL TANK
 CX1900  PID         -  CX1900
 CX1900  STATE/COUNTY-  NM/LUNA
 CX1900  USGS QUAD   -  DEMING WEST (1972)
 CX1900
 CX1900                         *CURRENT SURVEY CONTROL
 CX1900  ___________________________________________________________________
 CX1900* NAD 83(1992)-  32 16 09.09267(N)    107 46 02.04943(W)     ADJUSTED  
 CX1900* NAVD 88     -                                                        
 CX1900  ___________________________________________________________________
 CX1900  LAPLACE CORR-           0.19  (seconds)                    DEFLEC99
 CX1900  GEOID HEIGHT-         -24.58  (meters)                     GEOID03
 CX1900
 CX1900  HORZ ORDER  -  THIRD
 CX1900
 CX1900.The horizontal coordinates were established by classical geodetic methods
 CX1900.and adjusted by the National Geodetic Survey in December 1993..
 CX1900
 CX1900
 CX1900.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1900
 CX1900.The geoid height was determined by GEOID03.
 CX1900
 CX1900;                    North         East     Units Scale Factor Converg.
 CX1900;SPC NM W     -   140,718.823   836,226.914   MT  0.99991714   +0 02 07.0
 CX1900;SPC NM W     -   461,675.01  2,743,521.13   sFT  0.99991714   +0 02 07.0
 CX1900;UTM  13      - 3,573,636.520   239,342.428   MT  1.00043794   -1 28 41.7
 CX1900
 CX1900                          SUPERSEDED SURVEY CONTROL
 CX1900
 CX1900  NAD 83(1986)-  32 16 09.09196(N)    107 46 02.04871(W) AD(       ) 4
 CX1900  NAD 27      -  32 16 08.78735(N)    107 45 59.94126(W) AD(       ) 3
 CX1900
 CX1900.Superseded values are not recommended for survey control.
 CX1900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1900.See file dsdata.txt to determine how the superseded data were derived.
 CX1900
 CX1900_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBR3934273637(NAD 83)
 CX1900_MARKER: 53 = ELEVATED TANK
 CX1900
 CX1900  HISTORY     - Date     Condition        Report By
 CX1900  HISTORY     - 1936     FIRST OBSERVED   CGS
 CX1900  HISTORY     - 1944     GOOD             CGS
 CX1900  HISTORY     - 1945     GOOD             CGS
 CX1900
 CX1900                          STATION DESCRIPTION
 CX1900
 CX1900'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (JM)
 CX1900'TANK STILL EXISTS ON SAME SITE AS IN 1936.
 CX1900
 CX1900                          STATION RECOVERY (1945)
 CX1900
 CX1900'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (RAM)
 CX1900'THE INTERSECTION STATION IS THE MUNICIPAL WATER SUPPLY TANK
 CX1900'FOR DEMING.  IT IS AN ELEVATED SILVER COLORED STRUCTURE MADE
 CX1900'OF SHEET METAL.  IT IS ABOUT 1/2 MILE W OF THE CENTER OF TOWN
 CX1900'AND THE INTERSECTION OF U.S. HIGHWAY 70 AND 80 AND U.S. HIGHWAY
 CX1900'260.  THE TANK IS 117 FEET E OF THE CENTER OF GRANITE STREET
 CX1900'AND 120 FEET N OF THE CENTER OF CEDAR STREET.  THE BOTTOM OF
 CX1900'THE TANK IS 85 FEET ABOVE THE GROUND.  THE TANK IS 42 FEET
 CX1900'FROM BOTTOM TO TOP AND 46-1/2 FEET IN DIAMETER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1109 ***********************************************************************
 CX1109  DESIGNATION -  DEMING NORTH BASE
 CX1109  PID         -  CX1109
 CX1109  STATE/COUNTY-  NM/LUNA
 CX1109  USGS QUAD   -  BOWLIN RANCH (1965)
 CX1109
 CX1109                         *CURRENT SURVEY CONTROL
 CX1109  ___________________________________________________________________
 CX1109* NAD 83(1992)-  32 10 19.49156(N)    107 45 22.20407(W)     ADJUSTED  
 CX1109* NAVD 88     -      1302.210  (meters)    4272.33   (feet)  ADJUSTED  
 CX1109  ___________________________________________________________________
 CX1109  LAPLACE CORR-           0.88  (seconds)                    DEFLEC99
 CX1109  GEOID HEIGHT-         -24.65  (meters)                     GEOID03
 CX1109  DYNAMIC HT  -        1300.248 (meters)    4265.90  (feet)  COMP
 CX1109  MODELED GRAV-     979,087.4   (mgal)                       NAVD 88
 CX1109
 CX1109  HORZ ORDER  -  FIRST
 CX1109  VERT ORDER  -  SECOND    CLASS 0
 CX1109
 CX1109.The horizontal coordinates were established by classical geodetic methods
 CX1109.and adjusted by the National Geodetic Survey in December 1993..
 CX1109
 CX1109.The orthometric height was determined by differential leveling
 CX1109.and adjusted by the National Geodetic Survey in June 1991..
 CX1109
 CX1109.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1109
 CX1109.The geoid height was determined by GEOID03.
 CX1109
 CX1109.The dynamic height is computed by dividing the NAVD 88
 CX1109.geopotential number by the normal gravity value computed on the
 CX1109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX1109.degrees latitude (g = 980.6199 gals.).
 CX1109
 CX1109.The modeled gravity was interpolated from observed gravity values.
 CX1109
 CX1109;                    North         East     Units Scale Factor Converg.
 CX1109;SPC NM W     -   129,951.661   837,277.357   MT  0.99991732   +0 02 27.9
 CX1109;SPC NM W     -   426,349.74  2,746,967.46   sFT  0.99991732   +0 02 27.9
 CX1109;UTM  13      - 3,562,839.803   240,108.890   MT  1.00043304   -1 28 06.2
 CX1109
 CX1109!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1109!SPC NM W     -   0.99979944  x   0.99991732  =   0.99971678
 CX1109!UTM  13      -   0.99979944  x   1.00043304  =   1.00023240
 CX1109
 CX1109:                Primary Azimuth Mark                     Grid Az
 CX1109:SPC NM W     -  DEMING AIRFIELD WATER TWR BCN            021 13 23.9
 CX1109:UTM  13      -  DEMING AIRFIELD WATER TWR BCN            022 43 58.0
 CX1109
 CX1109|---------------------------------------------------------------------|
 CX1109| PID    Reference Object                     Distance      Geod. Az  |
 CX1109|                                                           dddmmss.s |
 CX1109| CX1872 DEMING AIRFIELD WATER TWR BCN       APPROX. 9.7 KM 0211551.8 |
 CX1109| CC7240 DEMING NORTH BASE AZ MK                            0634823.6 |
 CX1109| CC7241 DEMING NORTH BASE RM 1               19.889 METERS 21218     |
 CX1109| CC7242 DEMING NORTH BASE RM 2               22.508 METERS 30241     |
 CX1109| CY0962 BEAR MOUNTAIN IN HIGHEST POINT      APPROX.92.8 KM 3223557.9 |
 CX1109| CX1908 BLACK MOUNTAIN CAIRN                APPROX.21.5 KM 3260128.3 |
 CX1109| CX1926 MINBRES PEAK                        APPROX.61.5 KM 3434837.2 |
 CX1109| CX1898 DEMING CITY WATER WORKS             APPROX.10.9 KM 3542712.9 |
 CX1109| CX1900 DEMING MUNICIPAL TANK               APPROX.10.8 KM 3542808.4 |
 CX1109| CX1901 DEMING COURTHOUSE SPIRE             APPROX.10.0 KM 3595356.4 |
 CX1109|---------------------------------------------------------------------|
 CX1109
 CX1109                          SUPERSEDED SURVEY CONTROL
 CX1109
 CX1109  NAD 83(1986)-  32 10 19.49159(N)    107 45 22.20252(W) AD(       ) 1
 CX1109  NAD 27      -  32 10 19.16883(N)    107 45 20.09936(W) AD(       ) 1
 CX1109  NGVD 29 (??/??/92) 1301.568  (m)         4270.23   (f) ADJ UNCH    2 0
 CX1109
 CX1109.Superseded values are not recommended for survey control.
 CX1109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1109.See file dsdata.txt to determine how the superseded data were derived.
 CX1109
 CX1109_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBR4010962840(NAD 83)
 CX1109_MARKER: DZ = AZIMUTH MARK DISK
 CX1109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX1109_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CX1109_STAMPING: DEMING N BASE 1910 1936
 CX1109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX1109+STABILITY: SURFACE MOTION
 CX1109
 CX1109  HISTORY     - Date     Condition        Report By
 CX1109  HISTORY     - 1910     MONUMENTED       CGS
 CX1109  HISTORY     - 1939     GOOD             CGS
 CX1109  HISTORY     - 1945     GOOD             CGS
 CX1109  HISTORY     - 1953     GOOD             CGS
 CX1109  HISTORY     - 1953     GOOD             NGS
 CX1109  HISTORY     - 1964     MARK NOT FOUND   USGS
 CX1109  HISTORY     - 1965     MARK NOT FOUND   USGS
 CX1109
 CX1109                          STATION DESCRIPTION
 CX1109
 CX1109'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 CX1109'ABOUT 7 MILES AIRLINE S OF DEMING, 1/4 MILE W OF THE
 CX1109'DEMING-COLUMBUS HIGHWAY (STATE HIGHWAY 11), 2 MILES DUE S OF
 CX1109'J.M. KENNEDYS HOUSE IN 1910, AND ON A BROAD, FLAT, SANDY RIDGE
 CX1109'WHICH IS 5 OR 6 FEET ABOVE THE GENERAL LEVEL.
 CX1109'
 CX1109'TO REACH FROM THE MAIN CORNER IN DEMING, GO S 6.8 MILES ON STATE
 CX1109'HIGHWAY 11 TO A FENCE CORNER ON THE W SIDE OF THE ROAD.  THERE
 CX1109'IS AN OLD ENGINE FOUNDATION 100 YARDS SE OF THIS FENCE CORNER,
 CX1109'AND THE AZIMUTH MARK IS 5 YARDS W OF THE FENCE CORNER.
 CX1109'
 CX1109'THE STATION IS 0.3 MILE WSW OF THIS FENCE CORNER AND MAY BE
 CX1109'REACHED BY DRIVING DIRECTLY TO IT, OR BY GOING W ALONG S SIDE
 CX1109'OF FENCE 0.25 MILE, THEN S 0.15 MILE TO STATION SITE.  THE
 CX1109'STATION MARK IS A BRONZE CAP ON A 3-INCH IRON PIPE SET IN A
 CX1109'CYLINDER OF CONCRETE 20 INCHES IN DIAMETER BY 24 INCHES LONG.
 CX1109'
 CX1109'THE UNDERGROUND MARK IS AN OLD-TYPE STATION MARK SET IN A CYLINDER
 CX1109'OF CONCRETE 12 INCHES IN DIAMETER BY 6 INCHES LONG.
 CX1109'
 CX1109'THE REFERENCE MARK, A 20-PENNY NAIL CEMENTED INTO THE TOP OF
 CX1109'A 3-INCH IRON PIPE WHICH IS EMBEDDED IN A CONCRETE CYLINDER
 CX1109'18 INCHES IN DIAMETER BY 30 INCHES LONG, IS 19.895 METERS
 CX1109'(65.27 FEET) FROM THE STATION.  IN
 CX1109'1936 THE STATION AND REFERENCE MARKS WERE RECOVERED AND A NEW
 CX1109'REFERENCE MARK AND AN AZIMUTH MARK WERE ESTABLISHED.  THE NEW
 CX1109'REFERENCE MARK, A BRONZE REFERENCE DISK SET IN CONCRETE AND
 CX1109'PROJECTING ABOUT 6 INCHES ABOVE THE GROUND, IS 22.518 METERS
 CX1109'(73.88 FEET) FROM THE STATION.
 CX1109'
 CX1109'THE AZIMUTH MARK, A BRONZE AZIMUTH DISK SET IN CONCRETE AND
 CX1109'PROJECTING ABOUT 6 INCHES ABOVE THE GROUND, IS 0.3 MILE FROM
 CX1109'THE STATION.  THE FOLLOWING
 CX1109'DISTANCES AND BEARINGS ARE FROM STATION--WINDMILL, ON E SIDE OF
 CX1109'STATE HIGHWAY 11, 1/2 MILE, S 26 DEG 05 MIN E.  WINDMILL,
 CX1109'3/4 MILE, S 34 DEG 48 MIN W.  WINDMILL, 1-1/2 MILES,
 CX1109'N 34 DEG 41 MIN W.  AND ANOTHER WINDMILL, 1-1/2 MILES,
 CX1109'N 16 DEG 42 MIN E.
 CX1109
 CX1109                          STATION RECOVERY (1945)
 CX1109
 CX1109'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (RAM)
 CX1109'STATION WAS RECOVERED AND ALL MARKS FOUND TO BE IN GOOD
 CX1109'CONDITION.  IT IS LOCATED ABOUT 6.5 MILES S OF DEMING AND ABOUT
 CX1109'0.3 MILE W OF STATE HIGHWAY 11.  IT IS ON LOW FLAT TERRAIN WITH
 CX1109'NO PROMINENT HILLS OR RIDGES IN THE VICINITY.
 CX1109'
 CX1109'TO REACH FROM THE COURTHOUSE IN DEMING, GO S TOWARD COLUMBUS ON
 CX1109'STATE HIGHWAY 11 FOR 6.2 MILES TO THE AZIMUTH MARK ON THE
 CX1109'RIGHT SIDE OF THE ROAD.  THIS IS AT A FENCE CORNER AND SOME
 CX1109'BUILDINGS ARE ON THE LEFT SIDE OF THE ROAD.  CONTINUE STRAIGHT
 CX1109'AHEAD FOR 0.35 MILE TO A GATE ON THE RIGHT, TURN RIGHT OFF
 CX1109'THE ROAD, PASS THROUGH THE GATE AND BEAR NW ACROSS THE FIELD
 CX1109'FOR 0.3 MILE TO THE STATION.  THIS IS ABOUT 0.1 MILE S OF THE
 CX1109'FENCE RUNNING E AND W.
 CX1109'
 CX1109'STATION IS A BRONZE STATION DISK SET IN A LOW CONCRETE BASE
 CX1109'ABOUT 2 FEET IN DIAMETER AND 2 INCHES HIGH, AND STAMPED DEMING N
 CX1109'BASE 1910.  IT IS 9.8 FEET S OF A WHITE WITNESS POST.
 CX1109'
 CX1109'REFERENCE MARK 1 IS A SMALL STEEL PIN SET IN A LOW FLAT MASS
 CX1109'OF CONCRETE ABOUT 1-1/2 FEET IN DIAMETER AND 1 INCH HIGH.  IT
 CX1109'IS SLIGHTLY DEPRESSED IN THE CONCRETE AND THE FOLLOWING
 CX1109'MARKINGS HAVE BEEN SCRATCHED IN THE CEMENT--JAN 1 1910 J.S.B.
 CX1109'CHIEF J.S.H.  IT IS SSW OF THE STATION AND ABOUT LEVEL WITH IT.
 CX1109'
 CX1109'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A 12-INCH
 CX1109'SQUARE CONCRETE POST PROJECTING ABOUT 5 INCHES, AND STAMPED
 CX1109'DEMING N BASE 1910 1936.  IT IS NNW OF THE STATION AND ABOUT
 CX1109'LEVEL WITH IT.
 CX1109'
 CX1109'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN A 12-INCH SQUARE
 CX1109'CONCRETE POST PROJECTING ABOUT 1 INCH, AND STAMPED DEMING N
 CX1109'BASE 1910 1936.  IT IS ABOUT 0.3 MILE ENE OF THE STATION, 56
 CX1109'FEET W OF THE CENTER OF STATE HIGHWAY 11, 15.6 FEET W OF THE
 CX1109'N-S FENCE, 6.3 FEET S OF THE E-W FENCE, AND 5 FEET S OF A WITNESS
 CX1109'POST.
 CX1109
 CX1109                          STATION RECOVERY (1953)
 CX1109
 CX1109'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (ER)
 CX1109'0.1 MILE EAST ALONG U.S. HIGHWAY 80 FROM THE POST OFFICE AT
 CX1109'DEMING, THENCE 6.5 MILES SOUTH ALONG STATE HIGHWAY 11, ACROSS
 CX1109'THE HIGHWAY FROM A FARMHOUSE, 107 FEET NORTHWEST OF A POWER
 CX1109'POLE, 56 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 18.6
 CX1109'FEET EAST OF A FENCE, 7 FEET SOUTH OF A FENCE LEADING WEST,
 CX1109'5 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 CX1109'POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND, AN AZIMUTH MARK
 CX1109'DISK STAMPED DEMING N BASE 1910 1936.
 CX1109
 CX1109                          STATION RECOVERY (1953)
 CX1109
 CX1109'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 CX1109'6.6 MI S FROM DEMING.
 CX1109'0.1 MILE EAST ALONG U. S. HIGHWAY 80 FROM THE POST OFFICE AT DEMING,
 CX1109'THENCE 6.5 MILES SOUTH ALONG STATE HIGHWAY 11, ACROSS THE HIGHWAY FROM
 CX1109'A FARMHOUSE, 107 FEET NORTHWEST OF A POWER POLE, 56 FEET WEST OF THE
 CX1109'CENTER LINE OF THE HIGHWAY, 18.6 FEET EAST OF A FENCE,7 FEET SOUTH OF
 CX1109'A FENCE LEADING WEST, 5 FEET SOUTH OF A WITNESS POST, SET IN THE TOP
 CX1109'OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 CX1109
 CX1109                          STATION RECOVERY (1964)
 CX1109
 CX1109'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 CX1109'MARK NOT FOUND.
 CX1109
 CX1109                          STATION RECOVERY (1965)
 CX1109
 CX1109'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 CX1109'DESCRIBED RIDGE HAS BEEN LEVELED FOR FARMING.  MARK HAS PROBABLY
 CX1109'BEEN LOST.
 CX1109'
 CX1109'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7 MILES
 CX1109'SOUTH OF DEMING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1899 ***********************************************************************
 CX1899  DESIGNATION -  DEMING PERU MINING WATER TANK
 CX1899  PID         -  CX1899
 CX1899  STATE/COUNTY-  NM/LUNA
 CX1899  USGS QUAD   -  DEMING WEST (1972)
 CX1899
 CX1899                         *CURRENT SURVEY CONTROL
 CX1899  ___________________________________________________________________
 CX1899* NAD 83(1992)-  32 18 15.19057(N)    107 48 28.52542(W)     ADJUSTED  
 CX1899* NAVD 88     -                                                        
 CX1899  ___________________________________________________________________
 CX1899  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 CX1899  GEOID HEIGHT-         -24.53  (meters)                     GEOID03
 CX1899
 CX1899  HORZ ORDER  -  THIRD
 CX1899
 CX1899.The horizontal coordinates were established by classical geodetic methods
 CX1899.and adjusted by the National Geodetic Survey in December 1993..
 CX1899
 CX1899
 CX1899.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1899
 CX1899.The geoid height was determined by GEOID03.
 CX1899
 CX1899;                    North         East     Units Scale Factor Converg.
 CX1899;SPC NM W     -   144,601.096   832,392.872   MT  0.99991674   +0 00 48.9
 CX1899;SPC NM W     -   474,412.10  2,730,942.28   sFT  0.99991674   +0 00 48.9
 CX1899;UTM  13      - 3,577,620.879   235,610.332   MT  1.00046211   -1 30 05.3
 CX1899
 CX1899                          SUPERSEDED SURVEY CONTROL
 CX1899
 CX1899  NAD 83(1986)-  32 18 15.18982(N)    107 48 28.52507(W) AD(       ) 4
 CX1899  NAD 27      -  32 18 14.88496(N)    107 48 26.40706(W) AD(       ) 3
 CX1899
 CX1899.Superseded values are not recommended for survey control.
 CX1899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1899.See file dsdata.txt to determine how the superseded data were derived.
 CX1899
 CX1899_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBR3561077621(NAD 83)
 CX1899_MARKER: 53 = ELEVATED TANK
 CX1899
 CX1899  HISTORY     - Date     Condition        Report By
 CX1899  HISTORY     - 1945     FIRST OBSERVED   CGS
 CX1899
 CX1899                          STATION DESCRIPTION
 CX1899
 CX1899'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (RAM)
 CX1899'THIS WATER TANK IS LOCATED BETWEEN THE MAIN LINE RAILROAD
 CX1899'TRACK AND THE PERU HILL SIDING AT THE PERU MINING COMPANY
 CX1899'WHICH IS ABOUT 4 MILES, AIRLINE, NW OF DEMING.
 CX1899'
 CX1899'IT IS A CYLINDRICAL STEEL TANK WITH A SLIGHTLY CONE-SHAPED
 CX1899'TOP AND A HEMISPHERICAL BOTTOM, AND IS SUPPORTED BY A STRUCTURAL
 CX1899'STEEL UNDERSTRUCTURE, THE WHOLE THING BEING PAINTED WITH
 CX1899'ALUMINUM PAINT.  IT IS 44 FEET HIGH AND HAS A CAPACITY OF
 CX1899'23,400 GALLONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1889 ***********************************************************************
 CX1889  DESIGNATION -  DEMING SOUTH BASE
 CX1889  PID         -  CX1889
 CX1889  STATE/COUNTY-  NM/LUNA
 CX1889  USGS QUAD   -  MIDWAY BUTTE (1965)
 CX1889
 CX1889                         *CURRENT SURVEY CONTROL
 CX1889  ___________________________________________________________________
 CX1889* NAD 83(1992)-  32 03 00.46121(N)    107 50 15.35008(W)     ADJUSTED  
 CX1889* NAVD 88     -      1281.1    (meters)    4203.     (feet)  VERTCON   
 CX1889  ___________________________________________________________________
 CX1889  LAPLACE CORR-          -0.05  (seconds)                    DEFLEC99
 CX1889  GEOID HEIGHT-         -24.85  (meters)                     GEOID03
 CX1889
 CX1889  HORZ ORDER  -  FIRST
 CX1889
 CX1889.The horizontal coordinates were established by classical geodetic methods
 CX1889.and adjusted by the National Geodetic Survey in December 1993..
 CX1889
 CX1889.The NAVD 88 height was computed by applying the VERTCON shift value to
 CX1889.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CX1889
 CX1889.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1889
 CX1889.The geoid height was determined by GEOID03.
 CX1889
 CX1889;                    North         East     Units Scale Factor Converg.
 CX1889;SPC NM W     -   116,426.984   829,597.343   MT  0.99991667   -0 00 08.1
 CX1889;SPC NM W     -   381,977.53  2,721,770.62   sFT  0.99991667   -0 00 08.1
 CX1889;UTM  13      - 3,549,514.553   232,071.500   MT  1.00048539   -1 30 24.1
 CX1889
 CX1889!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1889!SPC NM W     -   0.99980279  x   0.99991667  =   0.99971948
 CX1889!UTM  13      -   0.99980279  x   1.00048539  =   1.00028809
 CX1889
 CX1889:                Primary Azimuth Mark                     Grid Az
 CX1889:SPC NM W     -  NOONDAY PEAK                             003 04 35.6
 CX1889:UTM  13      -  NOONDAY PEAK                             004 34 51.6
 CX1889
 CX1889|---------------------------------------------------------------------|
 CX1889| PID    Reference Object                     Distance      Geod. Az  |
 CX1889|                                                           dddmmss.s |
 CX1889| CX1930 NOONDAY PEAK                        APPROX.82.4 KM 0030427.5 |
 CX1889| CC7245 DEMING SOUTH BASE RM E               23.717 METERS 10312     |
 CX1889| CC7244 DEMING SOUTH BASE RM S               16.561 METERS 19052     |
 CX1889| CC7243 DEMING SOUTH BASE AZ MK                            3171507.5 |
 CX1889| CY0962 BEAR MOUNTAIN IN HIGHEST POINT                     3304736.6 |
 CX1889| CX1908 BLACK MOUNTAIN CAIRN                APPROX.31.7 KM 3520430.5 |
 CX1889| CX1926 MINBRES PEAK                        APPROX.73.2 KM 3523211.6 |
 CX1889|---------------------------------------------------------------------|
 CX1889
 CX1889                          SUPERSEDED SURVEY CONTROL
 CX1889
 CX1889  NAD 83(1986)-  32 03 00.46077(N)    107 50 15.34770(W) AD(       ) 1
 CX1889  NAD 27      -  32 03 00.12776(N)    107 50 13.23998(W) AD(       ) 1
 CX1889  NGVD 29 (07/19/86) 1280.4    (m)         4201.     (f) VERT ANG       
 CX1889
 CX1889.Superseded values are not recommended for survey control.
 CX1889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1889.See file dsdata.txt to determine how the superseded data were derived.
 CX1889
 CX1889_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBR3207149515(NAD 83)
 CX1889_MARKER: Z = SEE DESCRIPTION
 CX1889_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX1889_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CX1889
 CX1889  HISTORY     - Date     Condition        Report By
 CX1889  HISTORY     - 1910     MONUMENTED       CGS
 CX1889  HISTORY     - 1917     GOOD             USGS
 CX1889  HISTORY     - 1936     GOOD             CGS
 CX1889  HISTORY     - 1939     GOOD             CGS
 CX1889  HISTORY     - 1964     GOOD             CGS
 CX1889
 CX1889                          STATION DESCRIPTION
 CX1889
 CX1889'DESCRIBED BY US GEOLOGICAL SURVEY 1917
 CX1889'STATION MARK - STANDARD NGS DISK SET IN A 3 IN. IRON PIPE SET IN
 CX1889'CYLINDER OF CONCRETE.
 CX1889'
 CX1889'REFERENCE MARKS - NONE.
 CX1889
 CX1889                          STATION RECOVERY (1936)
 CX1889
 CX1889'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936
 CX1889'THE STATION IS ON A BRUSH-COVERED FLAT, ABOUT 15 MILES AIRLINE
 CX1889'S 15 DEG W FROM DEMING, 1-3/4 MILES N, 75 DEG E FROM THE
 CX1889'RANCHHOUSE AND WINDMILLS OF R.W. YEARGINS IN 1910, AND 300
 CX1889'METERS (984 FEET) E 10 DEG N FROM AN OLD ABANDONED RANCHHOUSE
 CX1889'KNOWN AS THE SCHWEIYERS HOUSE IN 1910.  TO REACH THE STATION FROM
 CX1889'THE CROSSROADS 1.4 MILES W FROM THE MAIN INTERSECTION IN DEMING,
 CX1889'FOLLOW THE GRADED GRAVEL AND DIRT ROAD S OF W 15.0 MILES TO A
 CX1889'CROSSROADS.  TURN LEFT, E, AND GO 0.45 MILE TO A DIM
 CX1889'SECTION-CORNER CROSSROADS.  CONTINUE EASTWARD 0.3 MILE, TURN
 CX1889'RIGHT, S, OFF THE ROAD AND GO 0.15 MILE TO THE STATION.  THE
 CX1889'STATION AND REFERENCE MARK SET IN 1910 ARE EXACTLY SIMILAR
 CX1889'TO THOSE SET IN 1910 AT DEMING NORTH BASE.  (SEE
 CX1889'DESCRIPTION THEREOF).  THE REFERENCE MARK IS 16.561 METERS
 CX1889'(54.33 FEET) FROM THE STATION.
 CX1889'IN 1936 THE MARKS WERE RECOVERED AND A NEW REFERENCE MARK
 CX1889'AND AN AZIMUTH MARK WERE ESTABLISHED.  THE NEW REFERENCE
 CX1889'MARK, SET IN CONCRETE, IS 23.716
 CX1889'METERS (77.81 FEET) FROM THE STATION.
 CX1889'THE AZIMUTH MARK, A STANDARD DISK SET IN CONCRETE,
 CX1889'IS 0.15 MILE E OF THE CROSSROADS,
 CX1889'30 FEET N OF THE CENTER LINE OF THE ROAD, AND 0.25 MILE FROM
 CX1889'THE STATION.  THE FOLLOWING
 CX1889'DISTANCES AND BEARINGS ARE FROM STATION--CAIRN ON ROUND
 CX1889'HILL, ABOUT 2 MILES, S 3 DEG 45 MIN W.  WINDMILL AT
 CX1889'RANCH, ABOUT 3/4 MILE, S 66 DEG 43 MIN W.  WINDMILL AT
 CX1889'RANCH, ABOUT 1 MILE, N 08 DEG 16 MIN E.  WINDMILL, ABOUT
 CX1889'3/4 MILE, N 19 DEG 21 MIN E.  AND THE S PEAK OF THE FLORIDA
 CX1889'MOUNTAINS N 88 DEG 13 MIN E.
 CX1889'
 CX1889'FEET.  GRID AZIMUTH TO AZIMUTH MARK = 137 DEG 15 MIN 04 SEC.
 CX1889
 CX1889                          STATION RECOVERY (1939)
 CX1889
 CX1889'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (FGJ)
 CX1889'STATION WAS FOUND TO BE IN LUNA COUNTY INSTEAD OF GRANT.  IT IS
 CX1889'IN T 26 S, R 10 W, NW 1/4 SEC. OF SEC. 13.  STATION MARK AND
 CX1889'REFERENCE MARKS WERE FOUND IN GOOD CONDITION.  THE OLD
 CX1889'DESCRIPTION IS NOW OBSOLETE.
 CX1889'
 CX1889'(THIS IS COPIED FROM THE DESCRIPTION TO DEMING N BASE.  THE
 CX1889'DESCRIPTION OF THE MARKS ARE SIMILAR.) STATION MARK -- ON A
 CX1889'3-INCH IRON PIPE SET IN A CYLINDER OF CONCRETE 20 INCHES IN
 CX1889'DIAMETER AND 24 INCHES LONG, THE TOP OF THE CONCRETE AND PIPE
 CX1889'BEING FLUSH WITH THE GROUND.  THE UNDERGROUND MARK IS AN OLD
 CX1889'TYPE STATION MARK SET IN A CYLINDER OF CONCRETE 12 INCHES IN
 CX1889'DIAMETER AND 6 INCHES LONG.  REFERENCE MARK 1910 IS A 20-PENNY
 CX1889'NAIL CEMENTED IN THE TOP OF A 3-INCH IRON PIPE WHICH IS
 CX1889'IMBEDDED IN A CONCRETE CYLINDER 18 INCHES IN DIAMETER AND 30
 CX1889'INCHES LONG.  (THE TOP OF THE CONCRETE IS FLUSH WITH THE
 CX1889'GROUND.  THE TOP OF THE PIPE PROJECTS 4 INCHES ABOVE THE
 CX1889'CONCRETE AND THE NAIL PROJECTS 1/4 INCH ABOVE TOP OF CONCRETE IN
 CX1889'PIPE.)
 CX1889'
 CX1889'REFERENCE AND AZIMUTH MARK, STAMPED DEMING S BASE ARE STANDARD
 CX1889'MARKS.
 CX1889'
 CX1889'REACHED FROM DEMING BY GOING W ON U.S. HIGHWAY 80 (FROM THE
 CX1889'POST OFFICE) FOR 4.15 MILES.  TURN LEFT, S, ON A GRADED DIRT
 CX1889'ROAD AND GO 12.0 MILES.  TURN LEFT, E, GO 0.2 MILE.  TURN RIGHT,
 CX1889'S, GO 1.0 MILE.  TURN LEFT, E, GO 0.15 MILE TO THE AZIMUTH
 CX1889'MARK, 30 FEET N OF THE E-W TRACK ROAD.  CONTINUE E FOR 0.1 MILE.
 CX1889'TURN RIGHT, S, OFF THE TRACK ROAD AND GO CROSS COUNTRY 0.2-1/2
 CX1889'MILE TO THE STATION.
 CX1889'
 CX1889'AZIMUTH MARK IS STAMPED 1910 AND 1936.
 CX1889
 CX1889                          STATION RECOVERY (1964)
 CX1889
 CX1889'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (FHB)
 CX1889'ALL MARKS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION TO
 CX1889'REACH THE STATION FOLLOWS.
 CX1889'
 CX1889'FROM THE POST OFFICE IN DEMING, GO WEST ON SPRUCE STREET (OLD
 CX1889'HIGHWAY 80) 0.65 MILE TO A FORK, TAKE THE LEFT ROAD AND CONTINUE
 CX1889'WEST 3.5 MILES TO STATE HIGHWAY 331 ON THE LEFT.  TURN LEFT AND
 CX1889'GO SOUTH ON HIGHWAY 331 11.95 MILES TO A CATTLE GUARD AND A
 CX1889'SIDE ROAD LEFT IMMEDIATELY AFTER PASSING OVER THE CATTLE GUARD,
 CX1889'TURN LEFT AND GO SOUTH 1.0 MILE TO A WIRE GATE ON THE LEFT,
 CX1889'TURN LEFT, PASSING THROUGH THE GATE, AND GO EAST 0.15 MILE
 CX1889'TO THE AZIMUTH MARK ON THE LEFT (IN FENCE LINE), CONTINUE EAST
 CX1889'0.1 MILE, TURN RIGHT AND GO SOUTH 0.15 MILE TO A WINDMILL AND
 CX1889'A CORRAL, CONTINUE SOUTH (ACROSS COUNTRY) 0.1 MILE TO THE
 CX1889'STATION MARK.
 CX1889'
 CX1889'ASTRO PARTY 646 VISITED THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1902 ***********************************************************************
 CX1902  DESIGNATION -  DEMING TALLEST OF 3 STACKS
 CX1902  PID         -  CX1902
 CX1902  STATE/COUNTY-  NM/LUNA
 CX1902  USGS QUAD   -  DEMING WEST (1972)
 CX1902
 CX1902                         *CURRENT SURVEY CONTROL
 CX1902  ___________________________________________________________________
 CX1902* NAD 83(1992)-  32 16 22.78471(N)    107 45 36.24847(W)     ADJUSTED  
 CX1902* NAVD 88     -                                                        
 CX1902  ___________________________________________________________________
 CX1902  LAPLACE CORR-           0.26  (seconds)                    DEFLEC99
 CX1902  GEOID HEIGHT-         -24.57  (meters)                     GEOID03
 CX1902
 CX1902  HORZ ORDER  -  THIRD
 CX1902
 CX1902.The horizontal coordinates were established by classical geodetic methods
 CX1902.and adjusted by the National Geodetic Survey in December 1993..
 CX1902
 CX1902
 CX1902.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1902
 CX1902.The geoid height was determined by GEOID03.
 CX1902
 CX1902;                    North         East     Units Scale Factor Converg.
 CX1902;SPC NM W     -   141,140.986   836,901.810   MT  0.99991725   +0 02 20.8
 CX1902;SPC NM W     -   463,060.05  2,745,735.35   sFT  0.99991725   +0 02 20.8
 CX1902;UTM  13      - 3,574,040.917   240,028.596   MT  1.00043353   -1 28 28.5
 CX1902
 CX1902                          SUPERSEDED SURVEY CONTROL
 CX1902
 CX1902  NAD 83(1986)-  32 16 22.78380(N)    107 45 36.24799(W) AD(       ) 4
 CX1902  NAD 27      -  32 16 22.47003(N)    107 45 34.14325(W) AD(       ) 3
 CX1902
 CX1902.Superseded values are not recommended for survey control.
 CX1902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1902.See file dsdata.txt to determine how the superseded data were derived.
 CX1902
 CX1902_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBR4002974041(NAD 83)
 CX1902_MARKER: 63 = STACK
 CX1902
 CX1902  HISTORY     - Date     Condition        Report By
 CX1902  HISTORY     - 1945     FIRST OBSERVED   CGS
 CX1902
 CX1902                          STATION DESCRIPTION
 CX1902
 CX1902'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (RAM)
 CX1902'THE INTERSECTION STATION IS THE TALLEST OF 4 SMOKESTACKS AT
 CX1902'THE DEMING ICE AND ELECTRIC COMPANY.  IT IS ABOUT 0.2 MILE
 CX1902'FROM THE CENTER OF TOWN AND THE INTERSECTION OF U.S. HIGHWAY
 CX1902'70 AND 80 AND U.S. HIGHWAY 260 AND IS ABOUT 0.1 MILE N OF THE
 CX1902'UNDERPASS IN DEMING.  THE SMOKESTACK IS 174 FEET W OF THE CENTER
 CX1902'OF U.S. HIGHWAY 260 AND IS 3 FEET IN DIAMETER AND 180 FEET
 CX1902'HIGH.  IT IS SILVER COLORED AND MADE OF SHEET METAL.  THE TOP
 CX1902'4 FEET OF THE STACK ARE PAINTED BLACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0290 ***********************************************************************
 DS0290  DESIGNATION -  DEMO
 DS0290  PID         -  DS0290
 DS0290  STATE/COUNTY-  NM/LINCOLN
 DS0290  USGS QUAD   -  MOCKINGBIRD GAP SE (1982)
 DS0290
 DS0290                         *CURRENT SURVEY CONTROL
 DS0290  ___________________________________________________________________
 DS0290* NAD 83(1992)-  33 36 39.82713(N)    106 16 25.66902(W)     ADJUSTED  
 DS0290* NAVD 88     -      1587.586  (meters)    5208.61   (feet)  ADJUSTED  
 DS0290  ___________________________________________________________________
 DS0290  LAPLACE CORR-           0.19  (seconds)                    DEFLEC99
 DS0290  GEOID HEIGHT-         -21.53  (meters)                     GEOID03
 DS0290  DYNAMIC HT  -        1585.276 (meters)    5201.03  (feet)  COMP
 DS0290  MODELED GRAV-     979,125.4   (mgal)                       NAVD 88
 DS0290
 DS0290  HORZ ORDER  -  FIRST
 DS0290  VERT ORDER  -  SECOND    CLASS 0
 DS0290
 DS0290.The horizontal coordinates were established by classical geodetic methods
 DS0290.and adjusted by the National Geodetic Survey in December 1993..
 DS0290
 DS0290.The orthometric height was determined by differential leveling
 DS0290.and adjusted by the National Geodetic Survey in June 1991..
 DS0290
 DS0290.The Laplace correction was computed from DEFLEC99 derived deflections.
 DS0290
 DS0290.The geoid height was determined by GEOID03.
 DS0290
 DS0290.The dynamic height is computed by dividing the NAVD 88
 DS0290.geopotential number by the normal gravity value computed on the
 DS0290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0290.degrees latitude (g = 980.6199 gals.).
 DS0290
 DS0290.The modeled gravity was interpolated from observed gravity values.
 DS0290
 DS0290;                    North         East     Units Scale Factor Converg.
 DS0290;SPC NM C     -   289,517.972   497,791.776   MT  0.99990006   -0 00 47.4
 DS0290;SPC NM C     -   949,860.21  1,633,171.85   sFT  0.99990006   -0 00 47.4
 DS0290;UTM  13      - 3,719,759.990   381,830.410   MT  0.99977215   -0 42 18.7
 DS0290
 DS0290!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS0290!SPC NM C     -   0.99975420  x   0.99990006  =   0.99965429
 DS0290!UTM  13      -   0.99975420  x   0.99977215  =   0.99952641
 DS0290
 DS0290:                Primary Azimuth Mark                     Grid Az
 DS0290:SPC NM C     -  DEMO AZ MK                               103 44 46.9
 DS0290:UTM  13      -  DEMO AZ MK                               104 26 18.2
 DS0290
 DS0290|---------------------------------------------------------------------|
 DS0290| PID    Reference Object                     Distance      Geod. Az  |
 DS0290|                                                           dddmmss.s |
 DS0290| DS0291 DEMO AZ MK                                         1034359.5 |
 DS0290| DS0288 DEMO RM 1                            11.416 METERS 13422     |
 DS0290| DS0289 DEMO RM 2                            10.288 METERS 21347     |
 DS0290|---------------------------------------------------------------------|
 DS0290
 DS0290                          SUPERSEDED SURVEY CONTROL
 DS0290
 DS0290  NAD 83(1986)-  33 36 39.83405(N)    106 16 25.67176(W) AD(       ) 1
 DS0290  NAD 27      -  33 36 39.56262(N)    106 16 23.66441(W) AD(       ) 1
 DS0290  NGVD 29 (??/??/92) 1586.879  (m)         5206.29   (f) ADJ UNCH    2 0
 DS0290
 DS0290.Superseded values are not recommended for survey control.
 DS0290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0290.See file dsdata.txt to determine how the superseded data were derived.
 DS0290
 DS0290_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT8183019760(NAD 83)
 DS0290_MARKER: DS = TRIANGULATION STATION DISK
 DS0290_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0290_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0290_STAMPING: DEMO 1968
 DS0290_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0290+STABILITY: SURFACE MOTION
 DS0290
 DS0290  HISTORY     - Date     Condition        Report By
 DS0290  HISTORY     - 1968     MONUMENTED       CGS
 DS0290  HISTORY     - 1969     GOOD             CGS
 DS0290  HISTORY     - 1969     GOOD             NGS
 DS0290
 DS0290                          STATION DESCRIPTION
 DS0290
 DS0290'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JBJ)
 DS0290'THE STATION IS ABOUT 23 MILES WEST OF CARRIZOZO AND ABOUT 16 MILES
 DS0290'NORTHWEST OF THE SETTLEMENT OF OSCURO.
 DS0290'
 DS0290'TO REACH THE STATION FROM THE POST OFFICE AT THREE RIVERS GO NORTH
 DS0290'ON U. S. HIGHWAY 54 FOR 11.5 MILES TO THE SMALL SETTLEMENT OF OSCURO
 DS0290'AND A SIDE ROAD LEFT, ROUTE 12.  TURN LEFT AND GO WEST ON ROUTE 12
 DS0290'FOR 6.1 MILES TO A LOCKED GATE.  CONTINUE ON ROUTE 12 IN A
 DS0290'WESTERLY DIRECTION FOR 1.5 MILES TO A SIDE ROAD RIGHT, ROAD 9.
 DS0290'TURN RIGHT AND GO NORTH ON ROAD 9 FOR 5.5 MILES TO A SIDE ROAD
 DS0290'LEFT.  (FROM THIS POINT A FOUR WHEEL DRIVE VEHICLE WILL BE NEEDED
 DS0290'DURING WET WEATHER.) TURN LEFT AND GO IN A NORTHWESTERLY DIRECTION
 DS0290'FOLLOWING THE WINDING ROAD FOR 4.5 MILES TO THE AZIMUTH MARK ON
 DS0290'THE LEFT.  CONTINUE NORTHWESTERLY ON THE MAIN ROAD FOR 0.15
 DS0290'MILE.  TURN LEFT AND GO WEST FOR 0.15 MILE TO THE STATION.
 DS0290'
 DS0290'THE STATION MARK IS A STANDARD DISK, STAMPED DEMO 1968, SET IN THE
 DS0290'TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT PROJECTS
 DS0290'3 INCHES ABOVE THE GROUND.  IT IS 7.1 FEET WEST OF A WITNESS POST.
 DS0290'THE UNDERGROUND MARK WAS SET 36 INCHES BELOW THE SURFACE OF THE
 DS0290'GROUND.
 DS0290'
 DS0290'REFERENCE MARK 1 IS A STANDARD DISK STAMPED DEMO NO 1 1968, SET IN
 DS0290'THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 DS0290'PROJECTS 5 INCHES ABOVE THE GROUND.  IT IS 33.9 FEET SOUTHEAST OF THE
 DS0290'WITNESS POST AND ABOUT 1 FOOT LOWER IN ELEVATION THAN THE STATION.
 DS0290'
 DS0290'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED DEMO NO 2 1968, SET IN
 DS0290'THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 DS0290'PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS 38.8 FEET SOUTHWEST OF
 DS0290'THE WITNESS POST AND ABOUT THE SAME ELEVATION AS THE STATION.
 DS0290'
 DS0290'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED DEMO 1968, SET IN THE
 DS0290'TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT PROJECTS
 DS0290'3 INCHES ABOVE THE GROUND.  IT IS 44.0 FEET WEST OF THE CENTERLINE
 DS0290'OF THE DIRT ROAD AND 1.7 FEET SOUTHWEST OF A WITNESS POST.
 DS0290
 DS0290                          STATION RECOVERY (1969)
 DS0290
 DS0290'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JGC)
 DS0290'THE STATION MARK, STAMPED DEMO 1968, IS ABOUT 7.75 MILES NORTHWEST
 DS0290'ALONG WHITE SANDS MISSILE RANGE ROUTE 12 FROM THE STORE AT OSCURO,
 DS0290'THENCE 5.55 MILES NORTHWEST ALONG WHITE SANDS MISSILE RANGE ROUTE
 DS0290'9, THENCE 4.85 MILES NORTHWEST ALONG ROAD NUMBER 331, THENCE 0.15
 DS0290'MILE SOUTHWEST ALONG A TRAIL ROAD TO THE TOP OF A RIDGE, IN
 DS0290'SECTION 24, T 8 S, R 6 E, 17 FEET SOUTHEAST OF THE CENTER LINE OF
 DS0290'THE TRAIL ROAD, 7.0 FEET SOUTHWEST OF A METAL WITNESS POST, ABOUT
 DS0290'LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST WHICH
 DS0290'PROJECTS 5 INCHES ABOVE THE SURFACE OF THE GROUND.
 DS0290'
 DS0290'RM 1, STAMPED DEMO NO 1 1968, IS 37.5 FEET SOUTHEAST OF THE STATION
 DS0290'MARK, 52 FEET SOUTHWEST OF THE CENTER LINE OF THE TRAIL ROAD, ABOUT
 DS0290'2 FEET BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE
 DS0290'POST WHICH PROJECTS 5 INCHES ABOVE THE SURFACE OF THE GROUND.
 DS0290'
 DS0290'RM 2, STAMPED DEMO NO 2 1968, IS 33.8 FEET SOUTHWEST OF THE STATION
 DS0290'MARK, 38-1/2 FEET SOUTHWEST OF THE CENTER LINE OF THE TRAIL ROAD,
 DS0290'ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 DS0290'WHICH PROJECTS 4 INCHES ABOVE THE SURFACE OF THE GROUND.
 DS0290'
 DS0290'THE AZIMUTH MARK, STAMPED DEMO 1968, IS 0.15 MILE NORTHEAST ALONG
 DS0290'A TRAIL ROAD FROM THE STATION MARK, THENCE 0.2 MILE SOUTHEAST ALONG
 DS0290'ROAD NUMBER 331, 42 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD,
 DS0290'1.7 FEET SOUTHWEST OF A METAL WITNESS POST, ABOUT 2 FEET ABOVE THE
 DS0290'LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST WHICH
 DS0290'PROJECTS 5 INCHES ABOVE THE SURFACE OF THE GROUND.
 DS0290'
 DS0290'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--18.3 MILES
 DS0290'NORTHWEST.
 DS0290
 DS0290                          STATION RECOVERY (1969)
 DS0290
 DS0290'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 DS0290'18.3 MI NW FROM OSCURO.
 DS0290'ABOUT 7.75 MILES NORTHWEST ALONG WHITE SANDS MISSILE RANGE ROUTE 12
 DS0290'FROM THE STORE AT OSCURO, THENCE 5.55 MILES NORTHWEST ALONG WHITE
 DS0290'SANDS MISSILE RANGE ROUTE 9, THENCE 4.85 MILES NORTHWEST ALONG ROAD
 DS0290'NUMBER 331, THENCE 0.15 MILE SOUTHWEST ALONG A TRAIL ROAD TO THE TOP
 DS0290'OF A RIDGE, IN SECTION 24, T 8 S, R 6 E, 17 FEET SOUTHEAST OF THE
 DS0290'CENTER LINE OF THE TRAIL ROAD, 7.0 FEET SOUTHWEST OF A METAL WITNESS
 DS0290'POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 DS0290'WHICH PROJECTS 5 INCHES ABOVE THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0291 ***********************************************************************
 DS0291  DESIGNATION -  DEMO AZ MK
 DS0291  PID         -  DS0291
 DS0291  STATE/COUNTY-  NM/LINCOLN
 DS0291  USGS QUAD   -  MOCKINGBIRD GAP SE (1982)
 DS0291
 DS0291                         *CURRENT SURVEY CONTROL
 DS0291  ___________________________________________________________________
 DS0291* NAD 83(1986)-  33 36 36.     (N)    106 16 08.     (W)     SCALED    
 DS0291* NAVD 88     -      1567.606  (meters)    5143.05   (feet)  ADJUSTED  
 DS0291  ___________________________________________________________________
 DS0291  GEOID HEIGHT-         -21.53  (meters)                     GEOID03
 DS0291  DYNAMIC HT  -        1565.328 (meters)    5135.58  (feet)  COMP
 DS0291  MODELED GRAV-     979,128.0   (mgal)                       NAVD 88
 DS0291
 DS0291  VERT ORDER  -  SECOND    CLASS 0
 DS0291
 DS0291.The horizontal coordinates were scaled from a topographic map and have
 DS0291.an estimated accuracy of +/- 6 seconds.
 DS0291
 DS0291.The orthometric height was determined by differential leveling
 DS0291.and adjusted by the National Geodetic Survey in June 1991..
 DS0291
 DS0291.The geoid height was determined by GEOID03.
 DS0291
 DS0291.The dynamic height is computed by dividing the NAVD 88
 DS0291.geopotential number by the normal gravity value computed on the
 DS0291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0291.degrees latitude (g = 980.6199 gals.).
 DS0291
 DS0291.The modeled gravity was interpolated from observed gravity values.
 DS0291
 DS0291;                    North         East    Units  Estimated Accuracy
 DS0291;SPC NM C     -   289,400.      498,250.      MT  (+/- 180 meters Scaled)
 DS0291
 DS0291                          SUPERSEDED SURVEY CONTROL
 DS0291
 DS0291  NGVD 29 (??/??/92) 1566.901  (m)         5140.74   (f) ADJ UNCH    2 0
 DS0291
 DS0291.Superseded values are not recommended for survey control.
 DS0291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0291.See file dsdata.txt to determine how the superseded data were derived.
 DS0291
 DS0291_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT822196(NAD 83)
 DS0291_MARKER: DZ = AZIMUTH MARK DISK
 DS0291_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0291_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0291_STAMPING: DEMO 1968
 DS0291_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0291+STABILITY: SURFACE MOTION
 DS0291
 DS0291  HISTORY     - Date     Condition        Report By
 DS0291  HISTORY     - 1968     MONUMENTED       CGS
 DS0291  HISTORY     - 1969     GOOD             NGS
 DS0291
 DS0291                          STATION DESCRIPTION
 DS0291
 DS0291'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 DS0291'17.95 MI NW FROM OSCURO.
 DS0291'ABOUT 7.75 MILES NORTHWEST ALONG WHITE SANDS MISSILE RANGE ROUTE 12
 DS0291'FROM THE STORE AT OSCURO, THENCE 5.55 MILES NORTHWEST ALONG WHITE
 DS0291'SANDS MISSILE RANGE ROUTE 9, THENCE 4.65 MILES NORTHWEST ALONG ROAD
 DS0291'NUMBER 331, IN SECTION 24, T 8 S, R 6 E, 42 FEET SOUTHWEST OF THE
 DS0291'CENTER LINE OF THE ROAD, 1.7 FEET SOUTHWEST OF A METAL WITNESS POST,
 DS0291'ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A
 DS0291'CONCRETE POST WHICH PROJECTS 5 INCHES ABOVE THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0288 ***********************************************************************
 DS0288  DESIGNATION -  DEMO RM 1
 DS0288  PID         -  DS0288
 DS0288  STATE/COUNTY-  NM/LINCOLN
 DS0288  USGS QUAD   -  MOCKINGBIRD GAP SE (1982)
 DS0288
 DS0288                         *CURRENT SURVEY CONTROL
 DS0288  ___________________________________________________________________
 DS0288* NAD 83(1986)-  33 36 39.     (N)    106 16 25.     (W)     SCALED    
 DS0288* NAVD 88     -      1586.952  (meters)    5206.52   (feet)  ADJUSTED  
 DS0288  ___________________________________________________________________
 DS0288  GEOID HEIGHT-         -21.53  (meters)                     GEOID03
 DS0288  DYNAMIC HT  -        1584.642 (meters)    5198.95  (feet)  COMP
 DS0288  MODELED GRAV-     979,125.4   (mgal)                       NAVD 88
 DS0288
 DS0288  VERT ORDER  -  SECOND    CLASS 0
 DS0288
 DS0288.The horizontal coordinates were scaled from a topographic map and have
 DS0288.an estimated accuracy of +/- 6 seconds.
 DS0288
 DS0288.The orthometric height was determined by differential leveling
 DS0288.and adjusted by the National Geodetic Survey in June 1991..
 DS0288
 DS0288.The geoid height was determined by GEOID03.
 DS0288
 DS0288.The dynamic height is computed by dividing the NAVD 88
 DS0288.geopotential number by the normal gravity value computed on the
 DS0288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0288.degrees latitude (g = 980.6199 gals.).
 DS0288
 DS0288.The modeled gravity was interpolated from observed gravity values.
 DS0288
 DS0288;                    North         East    Units  Estimated Accuracy
 DS0288;SPC NM C     -   289,490.      497,810.      MT  (+/- 180 meters Scaled)
 DS0288
 DS0288                          SUPERSEDED SURVEY CONTROL
 DS0288
 DS0288  NGVD 29 (??/??/92) 1586.245  (m)         5204.21   (f) ADJ UNCH    2 0
 DS0288
 DS0288.Superseded values are not recommended for survey control.
 DS0288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0288.See file dsdata.txt to determine how the superseded data were derived.
 DS0288
 DS0288_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT818197(NAD 83)
 DS0288_MARKER: DR = REFERENCE MARK DISK
 DS0288_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0288_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0288_STAMPING: DEMO NO 1 1968
 DS0288_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0288+STABILITY: SURFACE MOTION
 DS0288
 DS0288  HISTORY     - Date     Condition        Report By
 DS0288  HISTORY     - 1968     MONUMENTED       CGS
 DS0288  HISTORY     - 1969     GOOD             NGS
 DS0288
 DS0288                          STATION DESCRIPTION
 DS0288
 DS0288'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 DS0288'18.3 MI NW FROM OSCURO.
 DS0288'ABOUT 7.75 MILES NORTHWEST ALONG WHITE SANDS MISSILE RANGE ROUTE 12
 DS0288'FROM THE STORE AT OSCURO, THENCE 5.55 MILES NORTHWEST ALONG WHITE
 DS0288'SANDS MISSILE RANGE ROUTE 9, THENCE 4.85 MILES NORTHWEST ALONG ROAD
 DS0288'NUMBER 331, THENCE 0.15 MILE SOUTHWEST ALONG A TRAIL ROAD TO THE TOP
 DS0288'OF A RIDGE, IN SECTION 24, T 8 S, R 6 E, 52 FEET SOUTHWEST OF THE
 DS0288'CENTER LINE OF THE TRAIL ROAD, 37.5 FEET SOUTHEAST OF TRIANGULATION
 DS0288'STATION DEMO 1968, ABOUT 2 FEET BELOW THE LEVEL OF THE ROAD, AND SET
 DS0288'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 5 INCHES ABOVE THE
 DS0288'SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0289 ***********************************************************************
 DS0289  DESIGNATION -  DEMO RM 2
 DS0289  PID         -  DS0289
 DS0289  STATE/COUNTY-  NM/LINCOLN
 DS0289  USGS QUAD   -  MOCKINGBIRD GAP SE (1982)
 DS0289
 DS0289                         *CURRENT SURVEY CONTROL
 DS0289  ___________________________________________________________________
 DS0289* NAD 83(1986)-  33 36 39.     (N)    106 16 25.     (W)     SCALED    
 DS0289* NAVD 88     -      1587.447  (meters)    5208.15   (feet)  ADJUSTED  
 DS0289  ___________________________________________________________________
 DS0289  GEOID HEIGHT-         -21.53  (meters)                     GEOID03
 DS0289  DYNAMIC HT  -        1585.137 (meters)    5200.57  (feet)  COMP
 DS0289  MODELED GRAV-     979,125.4   (mgal)                       NAVD 88
 DS0289
 DS0289  VERT ORDER  -  SECOND    CLASS 0
 DS0289
 DS0289.The horizontal coordinates were scaled from a topographic map and have
 DS0289.an estimated accuracy of +/- 6 seconds.
 DS0289
 DS0289.The orthometric height was determined by differential leveling
 DS0289.and adjusted by the National Geodetic Survey in June 1991..
 DS0289
 DS0289.The geoid height was determined by GEOID03.
 DS0289
 DS0289.The dynamic height is computed by dividing the NAVD 88
 DS0289.geopotential number by the normal gravity value computed on the
 DS0289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0289.degrees latitude (g = 980.6199 gals.).
 DS0289
 DS0289.The modeled gravity was interpolated from observed gravity values.
 DS0289
 DS0289;                    North         East    Units  Estimated Accuracy
 DS0289;SPC NM C     -   289,490.      497,810.      MT  (+/- 180 meters Scaled)
 DS0289
 DS0289                          SUPERSEDED SURVEY CONTROL
 DS0289
 DS0289  NGVD 29 (??/??/92) 1586.740  (m)         5205.83   (f) ADJ UNCH    2 0
 DS0289
 DS0289.Superseded values are not recommended for survey control.
 DS0289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0289.See file dsdata.txt to determine how the superseded data were derived.
 DS0289
 DS0289_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT818197(NAD 83)
 DS0289_MARKER: DR = REFERENCE MARK DISK
 DS0289_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0289_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0289_STAMPING: DEMO NO 2 1968
 DS0289_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0289+STABILITY: SURFACE MOTION
 DS0289
 DS0289  HISTORY     - Date     Condition        Report By
 DS0289  HISTORY     - 1968     MONUMENTED       CGS
 DS0289  HISTORY     - 1969     GOOD             NGS
 DS0289
 DS0289                          STATION DESCRIPTION
 DS0289
 DS0289'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 DS0289'18.3 MI NW FROM OSCURO.
 DS0289'ABOUT 7.75 MILES NORTHWEST ALONG WHITE SANDS MISSILE RANGE ROUTE 12
 DS0289'FROM THE STORE AT OSCURO, THENCE 5.55 MILES NORTHWEST ALONG WHITE
 DS0289'SANDS MISSILE RANGE ROUTE 9, THENCE 4.85 MILES NORTHWEST ALONG ROAD
 DS0289'NUMBER 331, THENCE 0.15 MILE SOUTHWEST ALONG A TRAIL ROAD TO THE TOP
 DS0289'OF A RIDGE, IN SECTION 24, T 8 S, R 6 E, 38 1/2 FEET SOUTHWEST OF THE
 DS0289'CENTER LINE OF THE ROAD, 33.8 FEET SOUTHWEST OF TRIANGULATION STATION
 DS0289'DEMO 1968, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE
 DS0289'POST WHICH PROJECTS 4 INCHES ABOVE THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1944 ***********************************************************************
 CX1944  FBN         -  This is a Federal Base Network Control Station.
 CX1944  PACS        -  This is a Primary Airport Control Station.
 CX1944  DESIGNATION -  DEMPORT
 CX1944  PID         -  CX1944
 CX1944  STATE/COUNTY-  NM/LUNA
 CX1944  USGS QUAD   -  DEMING EAST (1965)
 CX1944
 CX1944                         *CURRENT SURVEY CONTROL
 CX1944  ___________________________________________________________________
 CX1944* NAD 83(1992)-  32 15 19.83722(N)    107 43 24.96482(W)     ADJUSTED  
 CX1944* NAVD 88     -      1311.57   (meters)    4303.0    (feet)  GPS OBS   
 CX1944  ___________________________________________________________________
 CX1944  X           -  -1,643,921.429 (meters)                     COMP
 CX1944  Y           -  -5,143,770.261 (meters)                     COMP
 CX1944  Z           -   3,385,112.742 (meters)                     COMP
 CX1944  LAPLACE CORR-           0.60  (seconds)                    DEFLEC99
 CX1944  ELLIP HEIGHT-        1287.00  (meters)          (05/26/00) GPS OBS
 CX1944  GEOID HEIGHT-         -24.58  (meters)                     GEOID03
 CX1944
 CX1944  HORZ ORDER  -  B
 CX1944  ELLP ORDER  -  SECOND    CLASS I
 CX1944
 CX1944.This mark is at Deming Airport (DMN)
 CX1944
 CX1944.The horizontal coordinates were established by GPS observations
 CX1944.and adjusted by the National Geodetic Survey in May 1992..
 CX1944
 CX1944.The orthometric height was determined by GPS observations and a
 CX1944.high-resolution geoid model.
 CX1944
 CX1944.GPS derived orthometric heights for airport stations designated as
 CX1944.PACS or SACS are published to 2 decimal places.  This maintains
 CX1944.centimeter relative accuracy between the PACS and SACS.  It does
 CX1944.not indicate centimeter accuracy relative to other marks which are
 CX1944.part of the NAVD 88 network.
 CX1944
 CX1944.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CX1944
 CX1944.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1944
 CX1944.The ellipsoidal height was determined by GPS observations
 CX1944.and is referenced to NAD 83.
 CX1944
 CX1944.The geoid height was determined by GEOID03.
 CX1944
 CX1944;                    North         East     Units Scale Factor Converg.
 CX1944;SPC NM W     -   139,205.092   840,339.204   MT  0.99991798   +0 03 30.8
 CX1944;SPC NM W     -   456,708.71  2,757,012.87   sFT  0.99991798   +0 03 30.8
 CX1944;UTM  13      - 3,572,013.896   243,415.376   MT  1.00041196   -1 27 15.7
 CX1944
 CX1944!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1944!SPC NM W     -   0.99979796  x   0.99991798  =   0.99971596
 CX1944!UTM  13      -   0.99979796  x   1.00041196  =   1.00020984
 CX1944
 CX1944:                Primary Azimuth Mark                     Grid Az
 CX1944:SPC NM W     -  Z 220                                    074 23 55.0
 CX1944:UTM  13      -  Z 220                                    075 54 41.5
 CX1944
 CX1944|---------------------------------------------------------------------|
 CX1944| PID    Reference Object                     Distance      Geod. Az  |
 CX1944|                                                           dddmmss.s |
 CX1944| CX1078 Z 220                               461.117 METERS 0742725.8 |
 CX1944| CX1945 DEMPORT AZ MK                       APPROX. 0.6 KM 3493044.5 |
 CX1944|---------------------------------------------------------------------|
 CX1944
 CX1944                          SUPERSEDED SURVEY CONTROL
 CX1944
 CX1944  ELLIP H (12/21/93) 1287.06   (m)                       GP(       ) 4 1
 CX1944  NAD 83(1986)-  32 15 19.84116(N)    107 43 24.97208(W) AD(       ) 1
 CX1944  NAD 27      -  32 15 19.52197(N)    107 43 22.85277(W) AD(       ) 1
 CX1944  NGVD 29 (03/22/89) 1311.1    (m)         4302.     (f) GPS OBS        
 CX1944
 CX1944.Superseded values are not recommended for survey control.
 CX1944.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1944.See file dsdata.txt to determine how the superseded data were derived.
 CX1944
 CX1944_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBR4341572014(NAD 83)
 CX1944_MARKER: F = FLANGE-ENCASED ROD
 CX1944_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 CX1944_SP_SET: OBJECT DRIVEN INTO GROUND
 CX1944_STAMPING: DEMPORT 1987
 CX1944_MARK LOGO: NGS   
 CX1944_PROJECTION: FLUSH
 CX1944_MAGNETIC: N = NO MAGNETIC MATERIAL
 CX1944_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CX1944_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CX1944+SATELLITE: SATELLITE OBSERVATIONS - February 15, 2002
 CX1944_ROD/PIPE-DEPTH: 14.6 meters
 CX1944
 CX1944  HISTORY     - Date     Condition        Report By
 CX1944  HISTORY     - 1987     MONUMENTED       NGS
 CX1944  HISTORY     - 19960110 GOOD             CHANCE
 CX1944  HISTORY     - 19970521 GOOD             NGS
 CX1944  HISTORY     - 19981210 GOOD             NGS
 CX1944  HISTORY     - 20011213 GOOD             JCLS
 CX1944  HISTORY     - 20020215 GOOD             INDIV
 CX1944
 CX1944                          STATION DESCRIPTION
 CX1944
 CX1944'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (MRM)
 CX1944'THE STATION IS LOCATED ABOUT 4.0 KM (2.5 MI)
 CX1944'EAST-SOUTHEAST OF DEMING, AT THE DEMING MUNICIPAL AIRPORT, IN THE
 CX1944'LAWN OF THE FAA FLIGHT SERVICES BUILDING, ALONG THE EDGE OF THE
 CX1944'CONCRETE APRON.
 CX1944'OWNERSHIP--CITY OF DEMING, KEN SWEETSER - AIRPORT MANAGER, P.O.
 CX1944'BOX 706, DEMING NM 88030, PHONE 505-546-9961, GIL TAFOYA,
 CX1944'FLIGHT SERVICES, PHONE 505-546-3000.
 CX1944'
 CX1944'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 10,
 CX1944'U.S. HIGHWAY 180 AND STATE HIGHWAY 26 (EXIT 82A) IN DEMING, GO
 CX1944'SOUTH FOR 0.2 KM (0.1 MI) ON HIGHWAYS 26 AND 180 TO A CROSS STREET.
 CX1944'TURN LEFT AND GO EAST FOR 2.3 KM (1.4 MI) ON U.S. HIGHWAYS 70, 80,
 CX1944'AND 180 TO PAVED ROAD RIGHT, JUST BEFORE REACHING THE RAILROAD TRACK.
 CX1944'TURN RIGHT AND GO SOUTH FOR 1.6 KM (1.0 MI) ON SOUTH COUNTRY CLUB
 CX1944'ROAD TO A PAVED ROAD LEFT.
 CX1944'TURN LEFT AND GO EAST FOR 0.8 KM (0.5 MI) ON THE PAVED ROAD TO A
 CX1944'T-JUNCTION.
 CX1944'TURN LEFT AND GO NORTHEAST FOR 0.5 KM (0.3 MI) ON THE PAVED ROAD TO A
 CX1944'PAVED ROAD LEFT, JUST PAST THE LAST LARGE HANGER.
 CX1944'TURN LEFT AND GO NORTHWEST FOR 0.2 KM (0.1 MI) ON THE PAVED ROAD TO
 CX1944'THE FLIGHT SERVICES BUILDING.  TURN LEFT, THEN RIGHT AND THEN RIGHT
 CX1944'AGAIN ON APRON FOR 0.2 KM (0.1 MI) TO THE NORTHWEST SIDE OF THE FAA
 CX1944'BUILDING TO THE STATION ON THE RIGHT.
 CX1944'
 CX1944'THE STATION IS A PUNCH MARK ON TOP OF A STAINLESS STEEL ROD
 CX1944'THAT IS ---UNSTAMPED---, DRIVEN TO A DEPTH OF 14.6 METERS (48.0 FT),
 CX1944'RECESSED 17 CM BELOW GROUND, INSIDE A GREASE-FILLED
 CX1944'SLEEVE EXTENDING TO A DEPTH OF 0.9 METERS (3.0 FT), ENCASED IN A
 CX1944'PVC PIPE WITH NGS LOGO FLANGE
 CX1944'STAMPED---DEMPORT 1987---,
 CX1944'FLUSH WITH GROUND.  LOCATED
 CX1944'13.3 METERS (43.6 FT) NORTHEAST FROM A CARSONITE WITNESS POST,
 CX1944'12.2 METERS (40.0 FT) NORTHEAST FROM A LOW CONCRETE BLOCK WALL,
 CX1944'11.8 METERS (38.7 FT) WEST-NORTHWEST FROM A FLAGPOLE,
 CX1944'4.7 METERS (15.4 FT) SOUTHWEST FROM A SIDEWALK AND
 CX1944'1.0 METERS (3.3 FT) SOUTHEAST FROM A CONCRETE APRON.
 CX1944'
 CX1944'AZIMUTH MARK NO. 1 IS A PUNCH MARK ON TOP OF A STAINLESS STEEL ROD
 CX1944'THAT IS ---UNSTAMPED---,
 CX1944'DRIVEN TO A DEPTH OF 4.9 METERS (16.O FT), RECESSED 17 CM BELOW
 CX1944'GROUND, INSIDE A GREASE-FILLED SLEEVE EXTENDING TO A DEPTH OF 0.9
 CX1944'METERS (3.0 FT), ENCASED IN A PVC PIPE WITH NGS LOGO FLANGE
 CX1944'STAMPED---DEMPORT AZ MK 1987---, FLUSH WITH GROUND.  LOCATED
 CX1944'30.4 METERS (99.7 FT) SOUTHEAST FROM THE APPROXIMATE CENTER OF
 CX1944'RUNWAY 4-22,
 CX1944'17.8 METERS (58.4 FT) SOUTHWEST FROM THE APPROXIMATE CENTER OF
 CX1944'TAXIWAY T-2,
 CX1944'1.3 METERS (4.3 FT) NORTH FROM A CARSONITE WITNESS POST,
 CX1944'1.3 METERS (4.3 FT) SOUTHEAST FROM A CARSONITE WITNESS POST AND
 CX1944'1.2 METERS (3.9 FT) WEST FROM A CARSONITE WITNESS POST.
 CX1944'TO REACH THE AZIMUTH FROM THE STATION,
 CX1944'GO NORTHEAST FOR 0.2 KM (0.15 MI) ON APRON AND TAXIWAY TO A TAXIWAY
 CX1944'ON THE LEFT.
 CX1944'TURN LEFT AND GO NORTHWEST FOR 0.6 KM (0.35 MI) ON THE TAXIWAY TO
 CX1944'RUNWAY 4-22 AND THE MARK ON THE LEFT.
 CX1944'
 CX1944'NEW MEXICO FAA - FEBRUARY, 1988.
 CX1944'
 CX1944'THIS STATION SUITABLE FOR GPS SURVEYS.
 CX1944'
 CX1944'DESCRIBED BY S.E. RANDALL.
 CX1944
 CX1944                          STATION RECOVERY (1996)
 CX1944
 CX1944'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (KB)
 CX1944'RECOVERED IN GOOD CONDITION.  A NEW AND COMPLETE DESCRIPTION FOLLOWS
 CX1944'THE STATION IS LOCATED APPROXIMATELY 4.0 KM (2.50 MI) EAST-SOUTHEAST
 CX1944'OF THE CITY OF DEMING AT THE DEMING MUNICIPAL AIRPORT.  OWNERSHIP --
 CX1944'CITY OF DEMING, DON FARMER - FBO (DEMING AVIATION) , PHONE (505)
 CX1944'544-3660 TO REACH THE STATION FROM EXIT 85 ON INTERSTATE 10 GO SOUTH
 CX1944'FOR 0.8 KM (0.50 MI) TO THE T-JUNCTION WITH STATE HIGHWAY 549.  TURN
 CX1944'RIGHT AND GO WEST ON STATE HIGHWAY 549 FOR 1.0 KM (0.60 MI) TO THE
 CX1944'AIRPORT ROAD ON THE LEFT.  TURN LEFT AND GO SOUTH ON AIRPORT ROAD FOR
 CX1944'0.4 KM (0.25 MI) TO THE TERMINAL BUILDING AND GATE TO THE WEST.  PASS
 CX1944'THROUGH GATE AND PROCEED SOUTHERLY ACROSS APRON FOR 0.15 KM (0.10 MI)
 CX1944'TO TAXIWAY A.  TURN RIGHT AND GO WEST ON TAXIWAY A FOR 0.3 KM (0.20
 CX1944'MI) TO THE JUNCTION WITH TAXIWAY A1 AT THE APPROACH END OF RUNWAY 8.
 CX1944'TURN LEFT AND GO SOUTH AND SOUTHEASTERLY ON TAXIWAYS FOR 1.0 KM (0.60
 CX1944'MI) CROSSING THE APPROACH END OF RUNWAY 8 AND RUNWAY 4-22 TO THE
 CX1944'JUNCTION WITH AN OLD APRON.  TURN RIGHT AND GO SOUTHWESTERLY ACROSS
 CX1944'APRON FOR 0.25 KM (0.15 MI) TO THE WEATHER STATION (FORMER FAA
 CX1944'BUILDING) AND THE THE STATION TO THE NORTHWEST THE STATION IS THE TOP
 CX1944'CENTER OF A STAINLESS STEEL ROD DRIVEN TO REFUSAL AT A DEPTH OF 14.6 M
 CX1944'(47.9 FT) RECESSED 17 CM BELOW GROUND LEVEL IN A GREASE FILLED SLEEVE
 CX1944'90 CM LONG ENCASED IN A 12.7 CM DIA PVC PIPE WITH NGS LOGO CAP
 CX1944'SURROUNDED BY CONCRETE.  THE LOGO CAP AND CONCRETE ARE SET FLUSH WITH
 CX1944'THE GROUND.  THE STATION IS LOCATED 13.3 M (43.6 FT) NORTHEAST OF A
 CX1944'CARSONITE WITNESS POST, 12.2 M (40.0 FT) NORTHEAST OF A LOW CONCRETE
 CX1944'BLOCK WALL, 11.8 M (38.7 FT) WEST-NORTHWEST OF A FLAGPOLE, 4.7 M (15.4
 CX1944'FT) SOUTHWEST OF A SIDEWALK, AND 1.0 M (3.3 FT) SOUTHEAST OF A
 CX1944'CONCRETE APRON THE STATION IS DESIGNATED AS A PRIMARY AIRPORT CONTROL
 CX1944'STATION (PACS) - NEW MEXICO ANA SURVEYS 1996
 CX1944
 CX1944                          STATION RECOVERY (1997)
 CX1944
 CX1944'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997
 CX1944'RECOVERED AS DESCRIBED.  THIS STATION HAS BEEN SELECTED AS THE PRIMARY
 CX1944'AIRPORT CONTROL STATION (PACS) .
 CX1944
 CX1944                          STATION RECOVERY (1998)
 CX1944
 CX1944'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (WAS)
 CX1944'THE STATION IS LOCATED ABOUT 2.5 MI (4.0 KM) EAST-SOUTHEAST OF DEMING,
 CX1944'AT THE DEMING MUNICIPAL AIRPORT.  OWNERSHIP--CITY OF DEMING, DEMING
 CX1944'MUNICIPAL AIRPORT, TONY JAYNE, MANAGER, OR DON FARMER, ON-SITE CONTACT
 CX1944'AT DEMING AVIATION, TELEPHONE 505-544-3660, PO BOX 706, DEMING NM
 CX1944'88030.  TO REACH THE STATION FROM INTERSTATE HIGHWAY 10 EXIT 85 (EAST
 CX1944'MOTEL DRIVE / INTERSTATE HIGHWAY 10 BUSINESS), GO SOUTH THEN WEST ON
 CX1944'EAST MOTEL DRIVE FOR 1.1 MI (1.8 KM) TO THE INTERSECTION WITH AIRPORT
 CX1944'ROAD ON THE LEFT.  TURN LEFT, SOUTH, ON AIRPORT ROAD FOR 0.2 MI (0.3
 CX1944'KM) TO THE AIRPORT TERMINAL BUILDING AND A GATE.  PASS THROUGH THE
 CX1944'GATE AND PROCEED SOUTH FOR 0.15 MI (0.24 KM) TO TAXIWAY A.  TURN
 CX1944'RIGHT, WEST, ON TAXIWAY A FOR 0.2 MI (0.3 KM) TO THE JUNCTION WITH
 CX1944'TAXIWAY A1.  TURN LEFT, SOUTH, AND GO 0.6 MI (1.0 KM) ON TAXIWAY A1,
 CX1944'ACROSS RUNWAYS 8 AND 4-22 TO THE JUNCTION WITH AN OLD AIRCRAFT APRON.
 CX1944'TURN RIGHT, SOUTHWEST, ACROSS THE OLD APRON FOR 0.2 MI (0.3 KM) TO THE
 CX1944'STATION ON THE LEFT, IN FRONT OF THE OLD WEATHER STATION BUILDING.
 CX1944'THE STATION IS A PUNCH MARK ON TOP OF A STAINLESS STEEL ROD THAT IS
 CX1944'ACCESSED THROUGH AN ALUMINUM LOGO CAP.  LOCATED 12.2 M (40.0 FT)
 CX1944'NORTHEAST OF A LOW CONCRETE BLOCK WALL, 11.8 M (38.7 FT)
 CX1944'WEST-NORTHWEST OF A FLAGPOLE, 4.7 M (15.4 FT) SOUTHWEST OF A SIDEWALK,
 CX1944'0.8 M (2.6 FT) SOUTHEAST OF THE EDGE OF THE CONCRETE APRON AND 0.25 M
 CX1944'(0.82 FT) SOUTHEAST OF A FIBERGLASS WITNESS POST.
 CX1944
 CX1944                          STATION RECOVERY (2001)
 CX1944
 CX1944'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2001
 CX1944'RECOVERED IN GOOD CONDITION.
 CX1944
 CX1944                          STATION RECOVERY (2002)
 CX1944
 CX1944'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (EBA)
 CX1944'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1945 ***********************************************************************
 CX1945  SACS        -  This is a Secondary Airport Control Station.
 CX1945  DESIGNATION -  DEMPORT AZ MK
 CX1945  PID         -  CX1945
 CX1945  STATE/COUNTY-  NM/LUNA
 CX1945  USGS QUAD   -  DEMING EAST (1965)
 CX1945
 CX1945                         *CURRENT SURVEY CONTROL
 CX1945  ___________________________________________________________________
 CX1945* NAD 83(1992)-  32 15 38.26840(N)    107 43 28.98022(W)     ADJUSTED  
 CX1945* NAVD 88     -      1313.24   (meters)    4308.5    (feet)  GPS OBS   
 CX1945  ___________________________________________________________________
 CX1945  X           -  -1,643,929.734 (meters)                     COMP
 CX1945  Y           -  -5,143,450.947 (meters)                     COMP
 CX1945  Z           -   3,385,593.867 (meters)                     COMP
 CX1945  LAPLACE CORR-           0.59  (seconds)                    DEFLEC99
 CX1945  ELLIP HEIGHT-        1288.72  (meters)          (08/10/01) GPS OBS
 CX1945  GEOID HEIGHT-         -24.58  (meters)                     GEOID03
 CX1945
 CX1945  HORZ ORDER  -  FIRST
 CX1945  ELLP ORDER  -  THIRD     CLASS II
 CX1945
 CX1945.This mark is at Deming Airport (DMN)
 CX1945
 CX1945.The horizontal coordinates were established by GPS observations
 CX1945.and adjusted by the National Geodetic Survey in March 1997..
 CX1945
 CX1945.The orthometric height was determined by GPS observations and a
 CX1945.high-resolution geoid model.
 CX1945
 CX1945.GPS derived orthometric heights for airport stations designated as
 CX1945.PACS or SACS are published to 2 decimal places.  This maintains
 CX1945.centimeter relative accuracy between the PACS and SACS.  It does
 CX1945.not indicate centimeter accuracy relative to other marks which are
 CX1945.part of the NAVD 88 network.
 CX1945
 CX1945.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CX1945
 CX1945.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1945
 CX1945.The ellipsoidal height was determined by GPS observations
 CX1945.and is referenced to NAD 83.
 CX1945
 CX1945.The geoid height was determined by GEOID03.
 CX1945
 CX1945;                    North         East     Units Scale Factor Converg.
 CX1945;SPC NM W     -   139,772.677   840,233.535   MT  0.99991796   +0 03 28.7
 CX1945;SPC NM W     -   458,570.86  2,756,666.19   sFT  0.99991796   +0 03 28.7
 CX1945;UTM  13      - 3,572,584.355   243,324.685   MT  1.00041253   -1 27 18.6
 CX1945
 CX1945!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1945!SPC NM W     -   0.99979769  x   0.99991796  =   0.99971567
 CX1945!UTM  13      -   0.99979769  x   1.00041253  =   1.00021014
 CX1945
 CX1945:                Primary Azimuth Mark                     Grid Az
 CX1945:SPC NM W     -  DEMPORT                                  169 27 13.7
 CX1945:UTM  13      -  DEMPORT                                  170 58 01.0
 CX1945
 CX1945|---------------------------------------------------------------------|
 CX1945| PID    Reference Object                     Distance      Geod. Az  |
 CX1945|                                                           dddmmss.s |
 CX1945| CX1944 DEMPORT                             APPROX. 0.6 KM 1693042.4 |
 CX1945|---------------------------------------------------------------------|
 CX1945
 CX1945                          SUPERSEDED SURVEY CONTROL
 CX1945
 CX1945  ELLIP H (06/27/01) 1288.79   (m)                       GP(       ) 4 2
 CX1945  ELLIP H (03/20/97) 1288.78   (m)                       GP(       ) 3 1
 CX1945  ELLIP H (12/21/93) 1288.82   (m)                       GP(       ) 4 1
 CX1945  NAD 83(1992)-  32 15 38.26859(N)    107 43 28.97972(W) AD(       ) 2
 CX1945  ELLIP H (05/26/92) 1288.82   (m)                       GP(       ) 4 1
 CX1945  NAD 83(1986)-  32 15 38.27233(N)    107 43 28.98712(W) AD(       ) 2
 CX1945  NAD 27      -  32 15 37.95362(N)    107 43 26.86754(W) AD(       ) 2
 CX1945  NGVD 29 (03/22/89) 1312.8    (m)         4307.     (f) GPS OBS        
 CX1945
 CX1945.Superseded values are not recommended for survey control.
 CX1945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1945.See file dsdata.txt to determine how the superseded data were derived.
 CX1945
 CX1945_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBR4332572584(NAD 83)
 CX1945_MARKER: I = METAL ROD
 CX1945_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CX1945_SP_SET: OBJECT DRIVEN INTO GROUND
 CX1945_STAMPING: DEMPORT AZ MK 1987
 CX1945_MARK LOGO: NGS   
 CX1945_PROJECTION: FLUSH
 CX1945_MAGNETIC: N = NO MAGNETIC MATERIAL
 CX1945_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CX1945_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CX1945+SATELLITE: SATELLITE OBSERVATIONS - February 15, 2002
 CX1945_ROD/PIPE-DEPTH: 4.9  meters
 CX1945
 CX1945  HISTORY     - Date     Condition        Report By
 CX1945  HISTORY     - 1987     MONUMENTED       NGS
 CX1945  HISTORY     - 19960110 GOOD             CHANCE
 CX1945  HISTORY     - 19970521 GOOD             NGS
 CX1945  HISTORY     - 20020215 GOOD             INDIV
 CX1945
 CX1945                          STATION DESCRIPTION
 CX1945
 CX1945'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (MRM)
 CX1945'THE STATION IS LOCATED ABOUT 4.0 KM (2.5 MI)
 CX1945'EAST-SOUTHEAST OF DEMING, AT THE DEMING MUNICIPAL AIRPORT, AT THE
 CX1945'JUNCTION OF RUNWAY 4-22 AND TAXIWAY T-2.
 CX1945'OWNERSHIP--CITY OF DEMING, KEN SWEETSER - AIRPORT MANAGER, P.O. BOX
 CX1945'706, DEMING NM 88030, PHONE 505-546-9961, GIL TAFOYA, FLIGHT
 CX1945'SERVICES, PHONE 505-546-3000.
 CX1945'
 CX1945'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 10, U.S.
 CX1945'HIGHWAY 180 AND STATE HIGHWAY 26 (EXIT 82A) IN DEMING, GO
 CX1945'SOUTH FOR 0.2 KM (0.1 MI) ON HIGHWAYS 26 AND 180 TO A CROSS STREET.
 CX1945'TURN LEFT AND GO EAST FOR 2.3 KM (1.4 MI) ON U.S. HIGHWAYS 70, 80
 CX1945'AND 180 TO A PAVED ROAD RIGHT, JUST BEFORE THE RAILROAD TRACK.
 CX1945'TURN RIGHT AND GO SOUTH FOR 1.6 KM (1.0 MI) ON SOUTH COUNTRY CLUB
 CX1945'ROAD TO A PAVED ROAD LEFT.
 CX1945'TURN LEFT AND GO EAST FOR 0.8 KM (0.5 MI) ON THE PAVED ROAD TO A
 CX1945'T-JUNCTION.
 CX1945'TURN LEFT AND GO NORTHEAST FOR 0.5 KM (0.3 MI) ON THE PAVED ROAD TO
 CX1945'A PAVED ROAD LEFT, JUST PAST THE LAST LARGE HANGAR.
 CX1945'TURN LEFT AND GO NORTHWEST FOR 0.2 KM (0.1 MI) ON THE PAVED ROAD TO
 CX1945'THE FLIGHT SERVICES BUILDING.  TURN LEFT, THEN RIGHT, THEN RIGHT
 CX1945'AGAIN ON APRON FOR 0.2 KM (0.1 MI) TO THE NORTHWEST SIDE OF THE FAA
 CX1945'BUILDING.  CONTINUE AHEAD AND GO NORTHEAST FOR 0.2 KM (0.15 MI) ON
 CX1945'APRON AND TAXIWAY TO TAXIWAY T-2 ON THE LEFT.
 CX1945'TURN LEFT AND GO NORTHWEST FOR 0.6 KM (0.35 MI) ON THE TAXIWAY TO
 CX1945'RUNWAY 4-22 AND THE STATION ON THE LEFT.
 CX1945'
 CX1945'THE STATION IS A PUNCH MARK ON TOP OF A STAINLESS STEEL ROD
 CX1945'THAT IS ---UNSTAMPED---,
 CX1945'DRIVEN TO A DEPTH OF 4.9 METERS (16.0 FT), RECESSED 17 CM BELOW
 CX1945'GROUND, INSIDE A GREASE-FILLED SLEEVE EXTENDING TO A DEPTH OF 0.9
 CX1945'METERS (3.0 FT), ENCASED IN A PVC PIPE WITH NGS LOGO FLANGE
 CX1945'STAMPED---DEMPORT AZ MK 1987---, FLUSH WITH GROUND.  LOCATED
 CX1945'30.4 METERS (99.7 FT) SOUTHEAST FROM THE APPROXIMATE CENTER OF
 CX1945'RUNWAY 4-22,
 CX1945'17.8 METERS (58.4 FT) SOUTHWEST FROM THE APPROXIMATE CENTER OF
 CX1945'TAXIWAY T-2,
 CX1945'1.3 METERS (4.3 FT) NORTH FROM A CARSONITE WITNESS POST,
 CX1945'1.3 METERS (4.3 FT) SOUTHEAST FROM A CARSONITE WITNESS POST AND
 CX1945'1.2 METERS (3.9 FT) WEST FROM A CARSONITE WITNESS POST.
 CX1945'
 CX1945'NEW MEXICO FAA - FEBRUARY, 1988.
 CX1945'
 CX1945'THIS STATION SUITABLE FOR GPS SURVEYS.
 CX1945'
 CX1945'DESCRIBED BY S.E. RANDALL.
 CX1945
 CX1945                          STATION RECOVERY (1996)
 CX1945
 CX1945'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (KB)
 CX1945'RECOVERED IN GOOD CONDITION.  A NEW AND COMPLETE DESCRIPTION FOLLOWS
 CX1945'THE STATION IS LOCATED APPROXIMATELY 4.0 KM (2.50 MI) EAST-SOUTHEAST
 CX1945'OF THE CITY OF DEMING AT THE DEMING MUNICIPAL AIRPORT.  OWNERSHIP --
 CX1945'CITY OF DEMING, DON FARMER - FBO (DEMING AVIATION) , PHONE (505)
 CX1945'544-3660 TO REACH THE STATION FROM EXIT 85 ON INTERSTATE 10, GO SOUTH
 CX1945'FOR 0.8 KM (0.50 MI) TO THE T-JUNCTION WITH STATE HIGHWAY 549.  TURH
 CX1945'RIGHT AND GO WEST ON STATE HIGHWAY 549 FOR 1.0 KM (0.60 MI) TO THE
 CX1945'AIRPORT ROAD ON THE LEFT.  TURN LEFT AND GO SOUTH ON AIRPORT ROAD FOR
 CX1945'0.4 KM (0.25 MI) TO THE TERMINAL BUILDING AND GATE TO THE WEST.  PASS
 CX1945'THROUGH GATE AND PROCEED SOUTH ACROSS THE APRON FOR 0.15 KM (0.10 MI)
 CX1945'TO TAXIWAY A.  TURN RIGHT AND GO WEST ON TAXIWAY A FOR 0.3 KM (0.20
 CX1945'MI) TO THE JUNCTION WITH TAXIWAY A1 AT THE APPROACH END OF RUNWAY 8.
 CX1945'TURN LEFT AND GO SOUTH AND SOUTHEASTERLY ON TAXIWAYS FOR 0.5 KM (0.30
 CX1945'MI) CROSSING THE APPROACH END OF RUNWAY 8 AND RUNWAY 4-22 TO THE
 CX1945'STATION ON THE RIGHT SOUTH OF THE INTERSECTION OF TAXIWAY AND RUNWAY
 CX1945'4-22 THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD DRIVEN TO
 CX1945'REFUSAL AT A DEPTH OF 4.9 M (16.1 FT) RECESSED 17 M (55.8 FT) BELOW
 CX1945'GROUND LEVEL IN A GREASE FILLED SLEEVE 90 CM LONG ENCASED IN A 12.7 CM
 CX1945'DIA PVC PIPE WITH NGS LOGO CAP SURROUNDED BY CONCRETE.  THE LOGO CAP
 CX1945'AND CONCRETE ARE SET FLUSH WITH THE GROUND.  THE STATION IS LOCATED
 CX1945'50.0 M (164.0 FT) EAST-NORTHEAST OF A RUNWAY LIGHT, 21.10 M (69.23 FT)
 CX1945'SOUTHEAST OF THE EAST EDGE OF RUNWAY 4-22, 15.60 M (51.18 FT)
 CX1945'SOUTH-SOUTHEAST OF A TAXIWAY LIGHT, 13.0 M (42.7 FT) SOUTHWEST OF THE
 CX1945'SOUTHWEST EDGE OF THE TAXIWAY, 10.90 M (35.76 FT) WEST OF THE CENTER
 CX1945'OF THE RUNWAY HOLDING POSITION SIGN (4-22) , 1.24 M (4.07 FT)
 CX1945'NORTHEAST OF A CARSONITE WITNESS POST, 1.22 M (4.00 FT)
 CX1945'SOUTH-SOUTHEAST OF A CARSONITE WITNESS POST, AND 1.15 M (3.77 FT) WEST
 CX1945'OF A CARSONITE WITNESS POST THE STATION IS DESIGNATED AS A SECONDARY
 CX1945'AIRPORT CONTROL STATION (SACS) - NEW MEXICO ANA SURVEYS 1996
 CX1945
 CX1945                          STATION RECOVERY (1997)
 CX1945
 CX1945'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997
 CX1945'RECOVERED AS DESCRIBED.  THIS STATION HAS BEEN SELECTED AS THE
 CX1945'SECONDARY AIRPORT CONTROL STATION (SACS) .
 CX1945
 CX1945                          STATION RECOVERY (2002)
 CX1945
 CX1945'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (EBA)
 CX1945'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0718 ***********************************************************************
 FN0718  DESIGNATION -  DEMPSEY
 FN0718  PID         -  FN0718
 FN0718  STATE/COUNTY-  NM/SANTA FE
 FN0718  USGS QUAD   -  SANTA FE (1993)
 FN0718
 FN0718                         *CURRENT SURVEY CONTROL
 FN0718  ___________________________________________________________________
 FN0718* NAD 83(1992)-  35 43 18.98743(N)    105 55 05.92180(W)     ADJUSTED  
 FN0718* NAVD 88     -      2235.93   (+/-2cm)    7335.7    (feet)  VERTCON   
 FN0718  ___________________________________________________________________
 FN0718  LAPLACE CORR-          12.82  (seconds)                    DEFLEC99
 FN0718  GEOID HEIGHT-         -18.16  (meters)                     GEOID03
 FN0718
 FN0718  HORZ ORDER  -  SECOND
 FN0718  VERT ORDER  -  THIRD ? (See Below)
 FN0718
 FN0718.The horizontal coordinates were established by classical geodetic methods
 FN0718.and adjusted by the National Geodetic Survey in December 1993..
 FN0718
 FN0718.The NAVD 88 height was computed by applying the VERTCON shift value to
 FN0718.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FN0718.The vertical order pertains to the NGVD 29 superseded value.
 FN0718
 FN0718.The Laplace correction was computed from DEFLEC99 derived deflections.
 FN0718
 FN0718.The geoid height was determined by GEOID03.
 FN0718
 FN0718;                    North         East     Units Scale Factor Converg.
 FN0718;SPC NM C     -   523,714.250   530,007.932   MT  0.99991109   +0 11 37.2
 FN0718;SPC NM C     - 1,718,219.17  1,738,867.69   sFT  0.99991109   +0 11 37.2
 FN0718;UTM  13      - 3,953,496.983   416,944.050   MT  0.99968500   -0 32 10.3
 FN0718
 FN0718!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FN0718!SPC NM C     -   0.99965203  x   0.99991109  =   0.99956315
 FN0718!UTM  13      -   0.99965203  x   0.99968500  =   0.99933714
 FN0718
 FN0718|---------------------------------------------------------------------|
 FN0718| PID    Reference Object                     Distance      Geod. Az  |
 FN0718|                                                           dddmmss.s |
 FN0718| FN0722 DEMPSEY RM 4                          4.063 METERS 24828     |
 FN0718| FN0412 DEMPSEY AZ MK                                      2732404.8 |
 FN0718|---------------------------------------------------------------------|
 FN0718
 FN0718                          SUPERSEDED SURVEY CONTROL
 FN0718
 FN0718  NAD 83(1986)-  35 43 18.99124(N)    105 55 05.92614(W) AD(       ) 2
 FN0718  NAD 27      -  35 43 18.88510(N)    105 55 03.85160(W) AD(       ) 2
 FN0718  NGVD 29 (07/19/86) 2234.87   (m)         7332.2    (f) LEVELING    3  
 FN0718
 FN0718.Superseded values are not recommended for survey control.
 FN0718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0718.See file dsdata.txt to determine how the superseded data were derived.
 FN0718
 FN0718_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV1694453497(NAD 83)
 FN0718_MARKER: DD = SURVEY DISK
 FN0718_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FN0718_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FN0718_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FN0718+STABILITY: SURFACE MOTION
 FN0718
 FN0718  HISTORY     - Date     Condition        Report By
 FN0718  HISTORY     - 1945     MONUMENTED       USGS
 FN0718  HISTORY     - 1953     GOOD             CGS
 FN0718  HISTORY     - 1975     GOOD             NGS
 FN0718  HISTORY     - 1976     GOOD             NGS
 FN0718
 FN0718                          STATION DESCRIPTION
 FN0718
 FN0718'DESCRIBED BY US GEOLOGICAL SURVEY 1945
 FN0718'STATION IS LOCATED ABOUT 3 MILES, AIRLINE, N OF SANTA FE AND
 FN0718'ABOUT 100 YARDS NE OF THE J.J. DEMPSEY RESIDENCE.  IT IS ON THE
 FN0718'DIVIDE BETWEEN THE DRAINAGE OF THE SANTA FE AND LITTLE TESUQUE
 FN0718'CREEKS.
 FN0718'
 FN0718'THE U.S. GEOLOGICAL SURVEY TRIANGULATION STATION IS LOCATED
 FN0718'EAST OF THE STATION AND 3 FEET ABOVE IT.  IT IS 36 FEET WEST
 FN0718'OF THE CENTER OF CIRCLE DRIVE, 32-1/2 FEET NORTH-NORTHWEST OF
 FN0718'THE CENTER OF THE CATTLE GUARD MENTIONED ABOVE, AND 7 FEET
 FN0718'WEST OF THE FENCE ALONG THE WEST SIDE OF THE CIRCLE DRIVE.
 FN0718'IT IS MARKED BY A STANDARD U.S. GEOLOGICAL SURVEY TRIANGULATION
 FN0718'STATION DISK, UNSTAMPED AND SET IN THE TOP OF A SQUARE CONCRETE
 FN0718'POST FLUSH WITH THE GROUND.
 FN0718
 FN0718                          STATION RECOVERY (1953)
 FN0718
 FN0718'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953
 FN0718'THE STATION WAS RECOVERED AS DESCRIBED AND ALL THE MARKS WERE
 FN0718'IN GOOD CONDITION.
 FN0718
 FN0718                          STATION RECOVERY (1975)
 FN0718
 FN0718'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 FN0718'STATION MARK, AZIMUTH MARK AND REFERENCE MARK NUMBER 3 WERE RECOVERED
 FN0718'IN GOOD CONDITION.
 FN0718'
 FN0718'STATION WAS NOT OCCUPIED AT THIS TIME DUE TO THE AZIMUTH MARK AND
 FN0718'REFERENCE MARK NUMBER 3 BEING NOT VISIBLE TO THE STATION.  THEY ARE
 FN0718'BLOCKED BY TREES AND THE PROPERTY OWNER WOULD NOT PERMIT ANY TREE
 FN0718'CUTTING.
 FN0718'
 FN0718'REFERENCE MARK NUMBER 3 WAS MOVED AT THIS TIME BY REQUEST OF THE
 FN0718'PROPERTY OWNER.  IT WAS IN THE PATH OF A NEW CIRCULAR DRIVEWAY BEING
 FN0718'CONSTRUCTED ON PROPERTY.
 FN0718'
 FN0718'A REFERENCE MARK 4 WAS ESTABLISHED AT THIS TIME AND A TRAVERSE
 FN0718'CONNECTION MADE TO THE STATION MARK.
 FN0718'
 FN0718'REFERENCE MARK (USGS) WAS NOT FOUND, BUT STILL COULD BE THERE.  THERE
 FN0718'IS CONSTRUCTION AND LAND FILL IN THE AREA.
 FN0718'
 FN0718'STATION IS LOCATED ON PROPERTY OWNED AND OCCUPIED BY A MR. BILL
 FN0718'HUGHES OF 200 CIRCULAR DRIVE.
 FN0718'
 FN0718'STATION MARK IS A U. S. GEOLOGICAL SURVEY STATION MARK DISK, STAMPED
 FN0718'DEMPSEY 1945 VA BM 7465, SET IN THE TOP OF A SQUARE CONCRETE
 FN0718'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  MARK IS 36 FEET
 FN0718'WEST OF THE CENTER OF CIRCULAR DRIVE ROAD, 28 FEET EAST OF A
 FN0718'GRAVELED DRIVEWAY, 19 FEET EAST-NORTHEAST OF THE WEST END OF A LOW
 FN0718'ROCK WALL ALONG DRIVEWAY, 7 FEET WEST OF A NORTH-SOUTH
 FN0718'FENCELINE AND 5 FEET WEST OF A METAL WITNESS POST.
 FN0718'
 FN0718'REFERENCE MARK NUMBER 4 IS A REFERENCE MARK DISK, STAMPED DEMPSEY
 FN0718'1945 USGS NO 4 1975, SET IN THE TOP OF A ROUND CONCRETE MONUMENT
 FN0718'ABOUT 2 INCHES BELOW THE GROUND.  MARK IS 51 FEET WEST OF CIRCULAR
 FN0718'DRIVE, 17 FEET WEST OF A NORTH-SOUTH FENCELINE, 16.2 FEET WEST OF
 FN0718'THE METAL WITNESS POST, 15 FEET EAST OF THE GRAVELED DRIVEWAY AND
 FN0718'6 FEET NORTHEAST OF THE WEST END OF THE LOW ROCK WALL.
 FN0718'
 FN0718'AZIMUTH MARK IS AN AZIMUTH MARK DISK, STAMPED DEMPSEY USGS 1945, SET
 FN0718'IN THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTING 3 INCHES.  MARK
 FN0718'IS 81 FEET WEST OF THE SOUTHBOUND LANE OF U. S. HIGHWAYS 64, 84 AND
 FN0718'285, 34 FEET WEST-NORTHWEST OF A FENCE CORNER AND 12 FEET NORTH OF
 FN0718'AN EAST-WEST FENCELINE.
 FN0718'
 FN0718'STATION IS REACHED FROM THE FEDERAL COURTHOUSE IN SANTA FE. GO NORTH
 FN0718'ON U. S. HIGHWAYS 64, 84 AND 285 BUSINESS ROUTE FOR 2.2 MILES TO THE
 FN0718'SUMMIT OF HILL AND JUNCTION WITH THE HIGHWAYS BYPASS.  CONTINUE ON
 FN0718'HIGHWAYS FOR 0.15 MILE TO CIRCULAR DRIVE ON THE RIGHT AND THE
 FN0718'AZIMUTH MARK ON THE LEFT OF HIGHWAY ON AN EMBANKMENT.  GO NORTH,
 FN0718'EAST AND SOUTH ON CIRCULAR DRIVE FOR 1.05 MILE TO 200 CIRCULAR
 FN0718'DRIVE, A DRIVEWAY AND STATION ON RIGHT.
 FN0718'
 FN0718'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES
 FN0718'NORTH-NORTHEAST OF SANTA FE.
 FN0718
 FN0718                          STATION RECOVERY (1976)
 FN0718
 FN0718'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 FN0718'STATION MARK, REFERENCE MARK 4 AND THE AZIMUTH MARK WERE FOUND AND
 FN0718'ARE IN GOOD CONDITION.
 FN0718'
 FN0718'STATION WAS OCCUPIED AT THIS TIME TO BETTER THE POSITION CHECK AT
 FN0718'REFERENCE MARK 4.
 FN0718'
 FN0718'SINCE THE LAST OCCUPATION SOME CHANGES HAVE BEEN MADE AT STATION
 FN0718'SITE.  SOME OF THE TREES HAVE BEEN REMOVED, GROUND LOWERED AND A
 FN0718'GARAGE CONSTRUCTED ON LINE TO THE AZIMUTH MARK FROM STATION MARK
 FN0718'AND REFERENCE MARK 4.
 FN0718'
 FN0718'THE 1975 DESCRIPTION OF HOW TO REACH THE STATION IS ADEQUATE.
 FN0718'
 FN0718'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES
 FN0718'NORTH-NORTHEAST OF SANTA FE.
 FN0718'
 FN0718'HEIGHT OF LIGHT ABOVE STATION MARK 7.05 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0412 ***********************************************************************
 FN0412  DESIGNATION -  DEMPSEY AZ MK
 FN0412  PID         -  FN0412
 FN0412  STATE/COUNTY-  NM/SANTA FE
 FN0412  USGS QUAD   -  SANTA FE (1993)
 FN0412
 FN0412                         *CURRENT SURVEY CONTROL
 FN0412  ___________________________________________________________________
 FN0412* NAD 83(1986)-  35 43 23.     (N)    105 55 58.     (W)     SCALED    
 FN0412* NAVD 88     -      2235.929  (meters)    7335.71   (feet)  ADJUSTED  
 FN0412  ___________________________________________________________________
 FN0412  GEOID HEIGHT-         -18.27  (meters)                     GEOID03
 FN0412  DYNAMIC HT  -        2232.805 (meters)    7325.46  (feet)  COMP
 FN0412  MODELED GRAV-     979,154.9   (mgal)                       NAVD 88
 FN0412
 FN0412  VERT ORDER  -  FIRST     CLASS II
 FN0412
 FN0412.The horizontal coordinates were scaled from a topographic map and have
 FN0412.an estimated accuracy of +/- 6 seconds.
 FN0412
 FN0412.The orthometric height was determined by differential leveling
 FN0412.and adjusted by the National Geodetic Survey in June 1991..
 FN0412
 FN0412.The geoid height was determined by GEOID03.
 FN0412
 FN0412.The dynamic height is computed by dividing the NAVD 88
 FN0412.geopotential number by the normal gravity value computed on the
 FN0412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FN0412.degrees latitude (g = 980.6199 gals.).
 FN0412
 FN0412.The modeled gravity was interpolated from observed gravity values.
 FN0412
 FN0412;                    North         East    Units  Estimated Accuracy
 FN0412;SPC NM C     -   523,830.      528,700.      MT  (+/- 180 meters Scaled)
 FN0412
 FN0412                          SUPERSEDED SURVEY CONTROL
 FN0412
 FN0412.No superseded survey control is available for this station.
 FN0412
 FN0412_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV156536(NAD 83)
 FN0412_MARKER: DZ = AZIMUTH MARK DISK
 FN0412_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FN0412_SP_SET: CONCRETE POST
 FN0412_STAMPING: DEMPSEY USGS 1945
 FN0412_MARK LOGO: CGS   
 FN0412_PROJECTION: PROJECTING 10 CENTIMETERS
 FN0412_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FN0412+STABILITY: SURFACE MOTION
 FN0412_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FN0412+SATELLITE: SATELLITE OBSERVATIONS - February 15, 2006
 FN0412
 FN0412  HISTORY     - Date     Condition        Report By
 FN0412  HISTORY     - 1945     MONUMENTED       USGS
 FN0412  HISTORY     - 1984     GOOD             NGS
 FN0412  HISTORY     - 20060215 GOOD             NMHD
 FN0412
 FN0412                          STATION DESCRIPTION
 FN0412
 FN0412'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FN0412'5.6 KM (3.5 MI) NORTH FROM SANTA FE.
 FN0412'5.6 KM (3.5 MI) NORTHERLY ALONG U.S. HIGHWAY 285 (ST. FRANCIS DRIVE)
 FN0412'FROM ITS JUNCTION WITH U.S. HIGHWAY 85 (CERRILLOS ROAD) IN SANTA FE,
 FN0412'59.7 M (195.9 FT) NORTH OF THE CENTER OF TANO ROAD, 22.3 M (73.2 FT)
 FN0412'WEST OF THE CENTERLINE OF THE SOUTH BOUND LANES OF THE HIGHWAY, 7.1 M
 FN0412'(23.3 FT) NORTHEAST OF A FENCE CORNER, 6.8 M (22.3 FT) EAST OF A
 FN0412'FENCE, AND 3.5 M (11.5 FT) NORTH OF A FENCE.
 FN0412'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 FN0412'THE MARK IS 1.8 M ABOVE THE HIGHWAY.
 FN0412
 FN0412                          STATION RECOVERY (2006)
 FN0412
 FN0412'RECOVERY NOTE BY NM HIGHWAY DEPT 2006 (WAB)
 FN0412'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0714 ***********************************************************************
 FN0714  DESIGNATION -  DEMPSEY RM 3
 FN0714  PID         -  FN0714
 FN0714  STATE/COUNTY-  NM/SANTA FE
 FN0714  USGS QUAD   -  SANTA FE (1993)
 FN0714
 FN0714                         *CURRENT SURVEY CONTROL
 FN0714  ___________________________________________________________________
 FN0714* NAD 83(1992)-  35 43 19.00378(N)    105 55 06.45725(W)     ADJUSTED  
 FN0714* NAVD 88     -      2274.3    (meters)    7462.     (feet)  VERTCON   
 FN0714  ___________________________________________________________________
 FN0714  LAPLACE CORR-          12.82  (seconds)                    DEFLEC99
 FN0714  GEOID HEIGHT-         -18.16  (meters)                     GEOID03
 FN0714
 FN0714  HORZ ORDER  -  FIRST
 FN0714
 FN0714.The horizontal coordinates were established by classical geodetic methods
 FN0714.and adjusted by the National Geodetic Survey in December 1993..
 FN0714
 FN0714.The NAVD 88 height was computed by applying the VERTCON shift value to
 FN0714.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FN0714
 FN0714.The Laplace correction was computed from DEFLEC99 derived deflections.
 FN0714
 FN0714.The geoid height was determined by GEOID03.
 FN0714
 FN0714;                    North         East     Units Scale Factor Converg.
 FN0714;SPC NM C     -   523,714.709   529,994.474   MT  0.99991108   +0 11 36.9
 FN0714;SPC NM C     - 1,718,220.67  1,738,823.54   sFT  0.99991108   +0 11 36.9
 FN0714;SPC NM E     -   524,827.233    21,586.246   MT  1.00016246   -0 55 32.3
 FN0714;SPC NM E     - 1,721,870.68     70,820.88   sFT  1.00016246   -0 55 32.3
 FN0714;UTM  13      - 3,953,497.613   416,930.602   MT  0.99968503   -0 32 10.6
 FN0714
 FN0714!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FN0714!SPC NM C     -   0.99964602  x   0.99991108  =   0.99955713
 FN0714!SPC NM E     -   0.99964602  x   1.00016246  =   0.99980842
 FN0714!UTM  13      -   0.99964602  x   0.99968503  =   0.99933116
 FN0714
 FN0714|---------------------------------------------------------------------|
 FN0714| PID    Reference Object                     Distance      Geod. Az  |
 FN0714|                                                           dddmmss.s |
 FN0714| FN0718 DEMPSEY                              13.467 METERS 09209     |
 FN0714| FN0722 DEMPSEY RM 4                          9.882 METERS 10139     |
 FN0714| CJ6194 DEMPSEY RM                            5.886 METERS 11432     |
 FN0714| FN0412 DEMPSEY AZ MK                                      2732323.1 |
 FN0714|---------------------------------------------------------------------|
 FN0714
 FN0714                          SUPERSEDED SURVEY CONTROL
 FN0714
 FN0714  NAD 83(1986)-  35 43 19.00759(N)    105 55 06.46156(W) AD(       ) 1
 FN0714  NAD 27      -  35 43 18.90150(N)    105 55 04.38670(W) AD(       ) 1
 FN0714  NGVD 29 (07/19/86) 2273.2    (m)         7458.     (f) VERT ANG       
 FN0714
 FN0714.Superseded values are not recommended for survey control.
 FN0714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0714.See file dsdata.txt to determine how the superseded data were derived.
 FN0714
 FN0714_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV1693153498(NAD 83)
 FN0714_MARKER: DS = TRIANGULATION STATION DISK
 FN0714_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FN0714_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FN0714
 FN0714  HISTORY     - Date     Condition        Report By
 FN0714  HISTORY     - 1945     MONUMENTED       USGS
 FN0714  HISTORY     - 1952     GOOD             USGS
 FN0714  HISTORY     - 1953     GOOD             CGS
 FN0714  HISTORY     - 1975     SEE DESCRIPTION  NGS
 FN0714
 FN0714                          STATION DESCRIPTION
 FN0714
 FN0714'DESCRIBED BY US GEOLOGICAL SURVEY 1945 (CAE)
 FN0714'STATION IS LOCATED ABOUT 3 MILES, AIRLINE, N OF SANTA FE AND
 FN0714'ABOUT 100 YARDS NE OF THE J.J. DEMPSEY RESIDENCE.  IT IS ON THE
 FN0714'DIVIDE BETWEEN THE DRAINAGE OF THE SANTA FE AND LITTLE TESUQUE
 FN0714'CREEKS.
 FN0714'
 FN0714'TO REACH THE STATION FROM THE FEDERAL COURTHOUSE IN SANTA FE,
 FN0714'GO N ON U.S. HWY 64 FOR 2.3 MILES TO THE SECOND OF TWO GRADED
 FN0714'ROADS TURNING OFF TO THE RIGHT.  (THE AZIMUTH MARK IS LOCATED
 FN0714'ALONG THE WEST BANK OF THE HIGHWAY AT THIS POINT).  TURN RIGHT
 FN0714'ON CIRCLE DRIVE AND GO 1.05 MILES TO A CATTLE GUARD AT THE
 FN0714'ENTRANCE OF THE J.J. DEMPSEY ESTATE.  TURN RIGHT THROUGH THIS
 FN0714'CATTLE GUARD AND THEN GO RIGHT AGAIN OFF THE PAVED DRIVEWAY
 FN0714'TO THE STATION.
 FN0714'
 FN0714'STATION IS LOCATED 82 FEET WEST OF THE CENTER OF THE CIRCLE
 FN0714'DRIVE, 50 FEET WEST OF A FENCE ALONG THE CIRCLE DRIVE, AND
 FN0714'50 FEET NORTH-NORTHWEST OF THE PAVED DRIVEWAY MENTIONED ABOVE.
 FN0714'IT IS MARKED BY A STANDARD REFERENCE MARK DISK, STAMPED--DEMPSEY
 FN0714'USGS NO 3 1945 AND SET IN THE TOP OF A SQUARE CONCRETE POST
 FN0714'PROJECTING 2 INCHES ABOVE THE GROUND.
 FN0714'
 FN0714'THE U.S. GEOLOGICAL SURVEY TRIANGULATION STATION IS LOCATED
 FN0714'EAST OF THE STATION AND 3 FEET ABOVE IT.  IT IS 36 FEET WEST
 FN0714'OF THE CENTER OF CIRCLE DRIVE, 32-1/2 FEET NORTH-NORTHWEST OF
 FN0714'THE CENTER OF THE CATTLE GUARD MENTIONED ABOVE, AND 7 FEET
 FN0714'WEST OF THE FENCE ALONG THE WEST SIDE OF THE CIRCLE DRIVE.
 FN0714'IT IS MARKED BY A STANDARD U.S. GEOLOGICAL SURVEY TRIANGULATION
 FN0714'STATION DISK, UNSTAMPED AND SET IN THE TOP OF A SQUARE CONCRETE
 FN0714'POST FLUSH WITH THE GROUND.
 FN0714'
 FN0714'A U.S. GEOLOGICAL SURVEY REFERENCE MARK IS LOCATED EAST-SOUTHEAST
 FN0714'OF THE STATION AND ABOUT 1/2 FOOT HIGHER.  IT IS MARKED BY A
 FN0714'STANDARD U.S. GEOLOGICAL SURVEY REFERENCE MARK DISK, UNSTAMPED
 FN0714'AND SET IN THE TOP OF A SQUARE CONCRETE POST FLUSH WITH THE
 FN0714'GROUND.
 FN0714'
 FN0714'THE AZIMUTH MARK IS LOCATED ABOUT 1 MILE WEST OF THE STATION,
 FN0714'78 FEET WEST OF THE CENTER OF U.S. HIGHWAY 64, 30-1/2 FEET
 FN0714'WEST-NORTHWEST OF A FENCE CORNER ALONG THE WEST SIDE OF THE
 FN0714'HIGHWAY (WHERE THE HIGHWAY RIGHT-OF-WAY FENCE JOGS BACK FROM
 FN0714'THE HIGHWAY), AND 12 FEET NORTH OF A SMALL EAST-WEST FENCE
 FN0714'WHICH IS A PART OF THE RIGHT-OF-WAY FENCE ALONG THE WEST
 FN0714'SIDE OF THE HIGHWAY.  IT IS ABOUT 5 FEET HIGHER THAN THE
 FN0714'HIGHWAY.  IT IS MARKED BY A STANDARD AZIMUTH MARK DISK,
 FN0714'STAMPED--DEMPSEY USGS 1945 AND SET IN THE TOP OF A SQUARE
 FN0714'CONCRETE POST PROJECTING 2 INCHES ABOVE THE GROUND.
 FN0714'
 FN0714'ANOTHER U.S. GEOLOGICAL SURVEY REFERENCE MARK WAS SEARCHED
 FN0714'FOR, BUT NOT FOUND.  IT IS BELIEVED IT WAS BURIED UNDER THE
 FN0714'DRIVEWAY PAVEMENT OR TORN OUT.
 FN0714
 FN0714                          STATION RECOVERY (1952)
 FN0714
 FN0714'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1952
 FN0714'RECOVERED BY USGS IN 1951 AND 1952 IN GOOD CONDITION.
 FN0714'
 FN0714'RECOVERED BY NGS IN 1975 IN GOOD CONDITION.  DESCRIPTION AND POSITION
 FN0714'LISTED IN NGS QUAD 35105-4, STATION 1019.
 FN0714'
 FN0714'STATION MARK--A BRONZE USC AND GS STATION DISK STAMPED---DEMPSEY
 FN0714'USGS NO. 3 1945---, SET IN TOP OF A CONCRETE POST.
 FN0714
 FN0714                          STATION RECOVERY (1953)
 FN0714
 FN0714'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (WRH)
 FN0714'THE STATION WAS RECOVERED AS DESCRIBED AND ALL THE MARKS WERE
 FN0714'IN GOOD CONDITION.  A COMPLETE DESCRIPTION FOLLOWS.
 FN0714'
 FN0714'THE STATION IS LOCATED ON THE PROPERTY OF MR. LINCOLN O BRIEN,
 FN0714'ABOUT 100 YARDS NORTH OF THE HOUSE.  IT IS ABOUT 3 MILES AIRLINE
 FN0714'NORTH-NORTHEAST OF SANTA FE, AND ABOUT 1 MILE AIRLINE EAST OF
 FN0714'U.S. HIGHWAY 64.
 FN0714'
 FN0714'THE STATION IS A STANDARD REFERENCE MARK DISK STAMPED DEMPSEY
 FN0714'(USGS) NO 3 1945 AND SET IN THE TOP OF A 12-INCH SQUARE
 FN0714'CONCRETE MONUMENT THAT PROJECTS 3 INCHES.  IT IS 51 FEET WEST
 FN0714'OF A WIRE FENCE AND 57 FEET WEST-NORTHWEST OF THE DRIVE WAY
 FN0714'ENTRANCE.
 FN0714'
 FN0714'DEMPSEY (USGS) IS A STANDARD USGS DISK THAT HAS NO STAMPING
 FN0714'AND SET IN THE TOP 6-INCH SQUARE CONCRETE MONUMENT THAT IS
 FN0714'FLUSH WITH THE GROUND.  IT IS 7 FEET WEST OF THE FENCE AND
 FN0714'ABOUT 3 FEET HIGHER THAN THE STATION.
 FN0714'
 FN0714'REFERENCE MARK (USGS) IS A STANDARD USGS REFERENCE MARK DISK
 FN0714'THAT HAS NO STAMPING AND IS SET IN THE TOP OF A 6-INCH SQUARE
 FN0714'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS 40
 FN0714'FEET NORTHWEST OF THE DRIVE WAY ENTRANCE AND 33 FEET WEST OF THE
 FN0714'WIRE FENCE, AND ABOUT 1 FOOT HIGHER THAN THE STATION.
 FN0714'
 FN0714'THE AZIMUTH MARK IS A STANDARD DISK STAMPED DEMPSEY USGS 1945
 FN0714'AND SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 FN0714'THAT PROJECTS 6 INCHES.  IT IS 80 FEET NORTH WEST OF THE
 FN0714'CENTER LINE OF U.S. HIGHWAY 64, 21 FEET SOUTH OF A FENCE
 FN0714'CORNER AND ON THE HIGHWAY RIGHT-OF-WAY AT THE TOP OF THE
 FN0714'GRADE LEAVING SANTA FE.
 FN0714'
 FN0714'TO REACH THE STATION FROM THE FEDERAL COURT HOUSE IN THE NORTH
 FN0714'EDGE OF SANTA FE GO NORTH ON U.S. HIGHWAY 64 FOR 2.3 MILES
 FN0714'TO THE SUMMIT OF THE HILL AND THE AZIMUTH MARK ON THE LEFT
 FN0714'AND 2 GRAVEL ROADS TO THE RIGHT.  TURN RIGHT ON CIRCLE DRIVE
 FN0714'AND GO 1.05 MILES TO A CATTLE GUARD ON THE RIGHT AND THE STATION
 FN0714'ON THE RIGHT.
 FN0714
 FN0714                          STATION RECOVERY (1975)
 FN0714
 FN0714'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 FN0714'STATION MARK, AZIMUTH MARK AND U. S. GEOLOGICAL SURVEY STATION MARK
 FN0714'WERE ALL RECOVERED IN GOOD CONDITION.  THE GEOLOGICAL REFERENCE MARK
 FN0714'WAS NOT FOUND BUT IS PROBABLY STILL THERE COVERED OVER.
 FN0714'
 FN0714'REFERENCE MARK NUMBER 3 WAS MOVED AND THE MARK DESTROYED AT THIS TIME
 FN0714'BY REQUEST OF THE PROPERTY OWNER, A MR. BILL HUGHES AS IT WOULD HAVE
 FN0714'BEEN DESTROYED DURING CONSTRUCTION OF A CIRCLE DRIVEWAY.
 FN0714'
 FN0714'A NEW REFERENCE MARK, NUMBER 4 WAS ESTABLISHED AT THIS TIME.
 FN0714'
 FN0714'STATION IS REACHED FROM THE FEDERAL COURTHOUSE IN SANTA FE. GO NORTH
 FN0714'ON BUSINESS U. S. HIGHWAYS 64, 84 AND 285 FOR 2.2 MILES TO THE
 FN0714'JUNCTION WITH THE COMBINATION OF HIGHWAYS BYPASS.  CONTINUE NORTH
 FN0714'ON THE HIGHWAYS FOR 0.15 MILES TO CIRCLE DRIVE ROAD, TWO DRIVEWAYS
 FN0714'ON RIGHT AND THE AZIMUTH MARK ON THE LEFT, WEST SIDE OF HIGHWAYS
 FN0714'ON EMBANKMENT.  GO NORTH AND EASTERLY ON CIRCLE DRIVE ROAD
 FN0714'(GRAVELED) FOR 1.05 MILES TO A DRIVEWAY ENTRANCE ON RIGHT AT 200
 FN0714'CIRCLE DRIVE, HOME OF MR. BILL HUGHES AND STATION ON THE RIGHT.
 FN0714'THIS DRIVEWAY WILL BE CLOSED AFTER THE CIRCLE DRIVEWAY IS
 FN0714'COMPLETE.
 FN0714'
 FN0714'NEW STATION IS A REFERENCE MARK DISK, STAMPED DEMPSEY USGS NO 4 1975,
 FN0714'SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS ABOUT 2 INCHES
 FN0714'BELOW THE SURFACE OF THE GROUND.  MARK IS 51 FEET WEST OF CIRCLE
 FN0714'DRIVE ROAD, 17 FEET WEST OF A NORTH-SOUTH FENCELINE, 21 FEET
 FN0714'NORTHWEST OF A 9-INCH FENCE POST, 16.2 FEET WEST OF A METAL
 FN0714'WITNESS POST WITH METAL WITNESS SIGN ATTACHED, 15 FEET EAST OF A
 FN0714'GRAVELED DRIVEWAY AND 6 FEET NORTHEAST OF THE WEST END OF A ROCK
 FN0714'WALL ALONG THE GRAVELED DRIVEWAY.
 FN0714'
 FN0714'THE U. S. GEOLOGICAL SURVEY STATION MARK DISK IS STAMPED VA BM 7465
 FN0714'FT DEMPSEY 1945, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT FLUSH
 FN0714'WITH THE GROUND SURFACE.  MARK IS 36 FEET WEST OF THE CENTER OF
 FN0714'CIRCLE DRIVE ROAD, 28 FEET EAST OF THE GRAVELED DRIVEWAY, 19 FEET
 FN0714'EAST-NORTHEAST OF THE WEST END OF THE ROCK WALL ALONG DRIVEWAY, 7
 FN0714'FEET WEST OF THE NORTH-SOUTH FENCELINE AND 5 FEET WEST OF THE
 FN0714'METAL WITNESS POST WITH SIGN ATTACHED.
 FN0714'
 FN0714'AZIMUTH MARK DISK IS STAMPED DEMPSEY USGS 1945, SET IN THE TOP OF A
 FN0714'SQUARE CONCRETE MONUMENT PROJECTING ABOUT 3 INCHES.  MARK IS 81 FEET
 FN0714'WEST OF THE SOUTH BOUND LANE OF COMBINATION OF U. S. HIGHWAYS 64,
 FN0714'84 AND 285, 34 FEET WEST-NORTHWEST OF A FENCE CORNER POST, 12 FEET
 FN0714'NORTH OF AN EAST-WEST FENCELINE AND ABOUT 10 FEET HIGHER THAN THE
 FN0714'HIGHWAY.
 FN0714'
 FN0714'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES NORTH OF
 FN0714'SANTA FE.
 FN0714'
 FN0714'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0722 ***********************************************************************
 FN0722  DESIGNATION -  DEMPSEY RM 4
 FN0722  PID         -  FN0722
 FN0722  STATE/COUNTY-  NM/SANTA FE
 FN0722  USGS QUAD   -  SANTA FE (1993)
 FN0722
 FN0722                         *CURRENT SURVEY CONTROL
 FN0722  ___________________________________________________________________
 FN0722* NAD 83(1992)-  35 43 18.93905(N)    105 55 06.07217(W)     ADJUSTED  
 FN0722* NAVD 88     -      2275.1    (meters)    7464.     (feet)  VERTCON   
 FN0722  ___________________________________________________________________
 FN0722  LAPLACE CORR-          12.82  (seconds)                    DEFLEC99
 FN0722  GEOID HEIGHT-         -18.16  (meters)                     GEOID03
 FN0722
 FN0722  HORZ ORDER  -  SECOND
 FN0722
 FN0722.The horizontal coordinates were established by classical geodetic methods
 FN0722.and adjusted by the National Geodetic Survey in December 1993..
 FN0722.No horizontal observational check was made to the station.
 FN0722
 FN0722.The NAVD 88 height was computed by applying the VERTCON shift value to
 FN0722.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FN0722
 FN0722.The Laplace correction was computed from DEFLEC99 derived deflections.
 FN0722
 FN0722.The geoid height was determined by GEOID03.
 FN0722
 FN0722;                    North         East     Units Scale Factor Converg.
 FN0722;SPC NM C     -   523,712.746   530,004.158   MT  0.99991109   +0 11 37.1
 FN0722;SPC NM C     - 1,718,214.23  1,738,855.31   sFT  0.99991109   +0 11 37.1
 FN0722;UTM  13      - 3,953,495.528   416,940.258   MT  0.99968501   -0 32 10.4
 FN0722
 FN0722!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FN0722!SPC NM C     -   0.99964589  x   0.99991109  =   0.99955702
 FN0722!UTM  13      -   0.99964589  x   0.99968501  =   0.99933102
 FN0722
 FN0722|---------------------------------------------------------------------|
 FN0722| PID    Reference Object                     Distance      Geod. Az  |
 FN0722|                                                           dddmmss.s |
 FN0722| FN0718 DEMPSEY                               4.063 METERS 06828     |
 FN0722| FN0412 DEMPSEY AZ MK                                      2732715.7 |
 FN0722| FN0714 DEMPSEY RM 3                          9.882 METERS 28139     |
 FN0722|---------------------------------------------------------------------|
 FN0722
 FN0722                          SUPERSEDED SURVEY CONTROL
 FN0722
 FN0722  NAD 83(1986)-  35 43 18.94282(N)    105 55 06.07666(W) AD(       ) 2
 FN0722  NAD 27      -  35 43 18.83655(N)    105 55 04.00102(W) AD(       ) 2
 FN0722  NGVD 29 (07/19/86) 2274.0    (m)         7461.     (f) VERT ANG       
 FN0722
 FN0722.Superseded values are not recommended for survey control.
 FN0722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0722.See file dsdata.txt to determine how the superseded data were derived.
 FN0722
 FN0722_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV1694053496(NAD 83)
 FN0722_MARKER: DR = REFERENCE MARK DISK
 FN0722_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FN0722_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FN0722_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FN0722+STABILITY: SURFACE MOTION
 FN0722
 FN0722  HISTORY     - Date     Condition        Report By
 FN0722  HISTORY     - 1975     MONUMENTED       NGS
 FN0722  HISTORY     - 1980     GOOD             NGS
 FN0722
 FN0722                          STATION DESCRIPTION
 FN0722
 FN0722'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 FN0722'STATION IS LOCATED ON A HIGH RIDGE ABOUT 3 MILES NORTH OF SANTA FE,
 FN0722'ON PROPERTY WHICH IS OWNED AND OCCUPIED BY A MR. BILL HUGHES OF
 FN0722'200 CIRCLE DRIVE ROAD.
 FN0722'
 FN0722'STATION IS REACHED FROM THE FEDERAL COURTHOUSE IN SANTA FE.  GO
 FN0722'NORTH ON BUSINESS HIGHWAYS 64,84 AND 285 FOR 2.2 MILES TO THE
 FN0722'JUNCTION WITH THE COMBINATION OF HIGHWAYS BYPASS.  CONTINUE NORTH
 FN0722'ON HIGHWAYS FOR 0.15 MILE TO CIRCLE DRIVE ROAD, TWO DRIVEWAYS ON
 FN0722'RIGHT AND THE AZIMUTH MARK ON THE LEFT, WEST SIDE OF HIGHWAYS
 FN0722'ON AN EMBANKMENT.  GO NORTH AND EASTERLY ON CIRCLE DRIVE ROAD
 FN0722'(GRAVELED) FOR 1.05 MILES TO A DRIVEWAY ENTRANCE ON RIGHT, AT
 FN0722'200 CIRCLE DRIVE, HOME OF MR. BILL HUGHES AND STATION ON RIGHT.
 FN0722'THIS DRIVEWAY WILL BE CLOSED AFTER MR. HUGHES CIRCLE DRIVEWAY IS
 FN0722'COMPLETE.
 FN0722'
 FN0722'STATION IS A REFERENCE MARK DISK, STAMPED DEMPSEY USGS NO 4 1975,
 FN0722'SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS ABOUT 2
 FN0722'INCHES BELOW THE GROUND SURFACE.  MARK IS 51 FEET WEST OF CIRCLE
 FN0722'DRIVE ROAD, 21 FEET NORTHWEST OF A 9-INCH FENCE POST, 17 FEET
 FN0722'WEST OF A NORTH-SOUTH FENCELINE, 16.2 FEET WEST OF A METAL
 FN0722'WITNESS POST WITH A METAL WITNESS SIGN ATTACHED, 15 FEET EAST OF
 FN0722'A GRAVELED DRIVEWAY AND 6 FEET NORTHEAST OF THE WEST END
 FN0722'OF A ROCK WALL ALONG THE GRAVELED DRIVEWAY.
 FN0722'
 FN0722'DEMPSEY USGS IS A U.S. GEOLOGICAL SURVEY STATION MARK DISK, STAMPED
 FN0722'VA BM 7465 DEMPSEY 1945, SET IN THE TOP OF A SQUARE CONCRETE
 FN0722'MONUMENT FLUSH WITH THE SURFACE OF THE GROUND.  MARK IS 36 FEET
 FN0722'WEST OF CIRCLE DRIVE ROAD, 28 FEET EAST OF THE GRAVELED DRIVEWAY,
 FN0722'19 FEET EAST-NORTHEAST OF THE WEST END OF THE ROCK WALL, 7 FEET
 FN0722'WEST OF THE NORTH-SOUTH FENCELINE AND 5 FEET WEST OF THE METAL
 FN0722'WITNESS POST.
 FN0722'
 FN0722'AZIMUTH MARK DISK IS STAMPED DEMPSEY USGS 1945, SET IN THE TOP OF A
 FN0722'SQUARE CONCRETE MONUMENT PROJECTING ABOUT 3 INCHES.  MARK IS 81
 FN0722'FEET WEST OF THE SOUTH BOUND LANE OF THE COMBINATION OF HIGHWAYS,
 FN0722'34 FEET WEST-NORTHWEST OF A FENCE CORNER POST, 12 FEET NORTH OF
 FN0722'AN EAST-WEST FENCELINE AND ABOUT 10 FEET HIGHER IN ELEVATION THAN
 FN0722'THE HIGHWAY.
 FN0722'
 FN0722'REFERENCE MARK NUMBER 3 WAS DESTROYED AT THIS TIME BY REQUEST
 FN0722'OF THE PROPERTY OWNER.
 FN0722'
 FN0722'NEAREST TOWN--3 MILES NORTH OF SANTA FE.
 FN0722'
 FN0722'HEIGHT OF LIGHT ABOVE STATION MARK 4 METERS.
 FN0722
 FN0722                          STATION RECOVERY (1980)
 FN0722
 FN0722'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 FN0722'STATION OCCUPIED AT THIS TIME FOR A MEASUREMENT TO THE AZIMUTH
 FN0722'MARK.  LINE BETWEEN STATION DEMPSEY USGS TO THE AZIMUTH MARK WAS
 FN0722'OBSTRUCTED BY TREE LIMBS AT THIS TIME.  NO HORIZONTAL DIRECTIONS OR
 FN0722'TAPED DISTANCE MADE AT THIS TIME.  LOCATION OF AND ROUTE TO STATION
 FN0722'IS STILL ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0769 ***********************************************************************
 CW0769  DESIGNATION -  DENNY
 CW0769  PID         -  CW0769
 CW0769  STATE/COUNTY-  NM/EDDY
 CW0769  USGS QUAD   -  CARLSBAD WEST   C (1985)
 CW0769
 CW0769                         *CURRENT SURVEY CONTROL
 CW0769  ___________________________________________________________________
 CW0769* NAD 83(1992)-  32 26 25.30708(N)    104 21 54.50225(W)     ADJUSTED  
 CW0769* NAVD 88     -      1142.     (meters)    3747.     (feet)  SCALED    
 CW0769  ___________________________________________________________________
 CW0769  LAPLACE CORR-          -4.39  (seconds)                    DEFLEC99
 CW0769  GEOID HEIGHT-         -23.82  (meters)                     GEOID03
 CW0769
 CW0769  HORZ ORDER  -  THIRD
 CW0769
 CW0769.The horizontal coordinates were established by classical geodetic methods
 CW0769.and adjusted by the National Geodetic Survey in December 1993..
 CW0769
 CW0769.The orthometric height was scaled from a topographic map.
 CW0769
 CW0769.The Laplace correction was computed from DEFLEC99 derived deflections.
 CW0769
 CW0769.The geoid height was determined by GEOID03.
 CW0769
 CW0769;                    North         East     Units Scale Factor Converg.
 CW0769;SPC NM E     -   159,696.195   162,009.259   MT  0.99990920   -0 01 01.4
 CW0769;SPC NM E     -   523,936.60    531,525.38   sFT  0.99990920   -0 01 01.4
 CW0769;UTM  13      - 3,589,425.679   559,678.115   MT  0.99964392   +0 20 26.0
 CW0769
 CW0769!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CW0769!SPC NM E     -   0.99982454  x   0.99990920  =   0.99973376
 CW0769!UTM  13      -   0.99982454  x   0.99964392  =   0.99946853
 CW0769
 CW0769:                Primary Azimuth Mark                     Grid Az
 CW0769:SPC NM E     -  HACK                                     127 24 44.5
 CW0769:UTM  13      -  HACK                                     127 03 17.1
 CW0769
 CW0769|---------------------------------------------------------------------|
 CW0769| PID    Reference Object                     Distance      Geod. Az  |
 CW0769|                                                           dddmmss.s |
 CW0769| CW0768 HACK                                APPROX. 9.0 KM 1272343.1 |
 CW0769|---------------------------------------------------------------------|
 CW0769
 CW0769                          SUPERSEDED SURVEY CONTROL
 CW0769
 CW0769  NAD 83(1986)-  32 26 25.30881(N)    104 21 54.49632(W) AD(       ) 3
 CW0769  NAD 27      -  32 26 24.89151(N)    104 21 52.66067(W) AD(       ) 3
 CW0769
 CW0769.Superseded values are not recommended for survey control.
 CW0769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0769.See file dsdata.txt to determine how the superseded data were derived.
 CW0769
 CW0769_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SER5967889426(NAD 83)
 CW0769_MARKER: DD = SURVEY DISK
 CW0769_SETTING: 66 = SET IN ROCK OUTCROP
 CW0769_SP_SET: SET IN ROCK OUTCROP
 CW0769_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CW0769+STABILITY: POSITION/ELEVATION WELL
 CW0769
 CW0769  HISTORY     - Date     Condition        Report By
 CW0769  HISTORY     - 1942     MONUMENTED       USGS
 CW0769
 CW0769                          STATION DESCRIPTION
 CW0769
 CW0769'DESCRIBED BY US GEOLOGICAL SURVEY 1942
 CW0769'STATION IS LOCATED ON N. END OF RIDGE THAT LIES BETWEEN HACKBERRY
 CW0769'DRAW AND LITTLE NORTH MCKITTRICK DRAW, ABOUT 2 MI. E. OF OLD DENNY
 CW0769'RANCH, WHICH IS LOCATED JUST W. OF THREE TWIN HILLS IN SPENCER DRAW.
 CW0769'
 CW0769'STATION MARK--STANDARD TABLET, CEMENTED IN ROCK, AND STAMPED
 CW0769'---DENNY 1942---.
 CW0769'
 CW0769'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET, CEMENTED IN
 CW0769'ROCK, STAMPED ---NO. 1---, DISTANT 17.30 FT. FROM STATION MARK,
 CW0769'N 66 DEG 04 MIN W.
 CW0769'
 CW0769'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET, CEMENTED IN
 CW0769'ROCK, STAMPED ---NO. 2---, DISTANT 25.40 FT. FROM STATION MARK,
 CW0769'S 06 DEG 59 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0846 ***********************************************************************
 DR0846  DESIGNATION -  DENTON
 DR0846  PID         -  DR0846
 DR0846  STATE/COUNTY-  NM/CHAVES
 DR0846  USGS QUAD   -  DENTON CAMP (1967)
 DR0846
 DR0846                         *CURRENT SURVEY CONTROL
 DR0846  ___________________________________________________________________
 DR0846* NAD 83(1992)-  33 50 52.67681(N)    104 04 15.76525(W)     ADJUSTED  
 DR0846* NAVD 88     -      1261.0    (meters)    4137.     (feet)  VERTCON   
 DR0846  ___________________________________________________________________
 DR0846  LAPLACE CORR-           2.11  (seconds)                    DEFLEC99
 DR0846  GEOID HEIGHT-         -23.29  (meters)                     GEOID03
 DR0846
 DR0846  HORZ ORDER  -  SECOND
 DR0846
 DR0846.The horizontal coordinates were established by classical geodetic methods
 DR0846.and adjusted by the National Geodetic Survey in December 1993..
 DR0846
 DR0846.The NAVD 88 height was computed by applying the VERTCON shift value to
 DR0846.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DR0846
 DR0846.The Laplace correction was computed from DEFLEC99 derived deflections.
 DR0846
 DR0846.The geoid height was determined by GEOID03.
 DR0846
 DR0846;                    North         East     Units Scale Factor Converg.
 DR0846;SPC NM E     -   315,825.562   189,272.278   MT  0.99991635   +0 08 45.9
 DR0846;SPC NM E     - 1,036,171.03    620,970.80   sFT  0.99991635   +0 08 45.9
 DR0846;UTM  13      - 3,745,687.005   585,940.869   MT  0.99969105   +0 31 02.8
 DR0846
 DR0846!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR0846!SPC NM E     -   0.99980573  x   0.99991635  =   0.99972210
 DR0846!UTM  13      -   0.99980573  x   0.99969105  =   0.99949684
 DR0846
 DR0846:                Primary Azimuth Mark                     Grid Az
 DR0846:SPC NM E     -  OLIVE                                    006 48 17.5
 DR0846:UTM  13      -  OLIVE                                    006 26 00.6
 DR0846
 DR0846|---------------------------------------------------------------------|
 DR0846| PID    Reference Object                     Distance      Geod. Az  |
 DR0846|                                                           dddmmss.s |
 DR0846| DR0845 OLIVE                               APPROX.15.3 KM 0065703.4 |
 DR0846| CJ6196 DENTON RM 2                          17.417 METERS 03025     |
 DR0846| CJ6195 DENTON RM 1                          15.987 METERS 28153     |
 DR0846|---------------------------------------------------------------------|
 DR0846
 DR0846                          SUPERSEDED SURVEY CONTROL
 DR0846
 DR0846  NAD 83(1986)-  33 50 52.68347(N)    104 04 15.76115(W) AD(       ) 2
 DR0846  NAD 27      -  33 50 52.37333(N)    104 04 13.88572(W) AD(       ) 2
 DR0846  NGVD 29 (07/19/86) 1260.4    (m)         4135.     (f) VERT ANG       
 DR0846
 DR0846.Superseded values are not recommended for survey control.
 DR0846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0846.See file dsdata.txt to determine how the superseded data were derived.
 DR0846
 DR0846_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SET8594145687(NAD 83)
 DR0846_MARKER: DD = SURVEY DISK
 DR0846_SETTING: 0 = UNSPECIFIED SETTING
 DR0846
 DR0846  HISTORY     - Date     Condition        Report By
 DR0846  HISTORY     - 1967     MONUMENTED       USGS
 DR0846
 DR0846                          STATION DESCRIPTION
 DR0846
 DR0846'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (EEM)
 DR0846'THE STATION IS LOCATED N 40 DEG E, ABOUT 41 MI. (AIRLINE) FROM
 DR0846'THE JUNCTION OF U.S. HIGHWAY 285 AND 380 IN ROSWELL, NEW
 DR0846'MEXICO.  N 4 DEG W ABOUT 11 MI. (AIRLINE) FROM ELKINS, NEW
 DR0846'MEXICO.  THE STATION IS LOCATED ON THE E.T. DENTON RANCH, ON
 DR0846'A SANDY E-W RIDGE, 0.5 MI. S. OF A CATTLEGUARD ON THE MAIN RD.
 DR0846'LEADING TO THE RANCH AND 250 FT. W OF A N-S FENCE.  THE
 DR0846'STATION WAS REACHED BY TWO-WHEEL-DRIVE VEHICLE FROM THE
 DR0846'JUNCTION OF THE OLIVE ROAD AND U.S. HIGHWAY 70.  THE STATION
 DR0846'SITE CAN BE LOCATED FROM THE ROSWELL (NI 13-8) 1/250,000
 DR0846'SERIES MAP.
 DR0846'
 DR0846'UNDERGROUND MARK--A STANDARD USGS ALUMINUM TABLET SET IN
 DR0846'CONCRETE 2-1/2 FT. BELOW GROUND STAMPED DENTON ET 1967.
 DR0846'
 DR0846'STATION MARK--A STANDARD USGS ALUMINUM TABLET SET IN THE TOP OF
 DR0846'A CONCRETE POST PROJECTING 4 IN. ABOVE THE GROUND AND PLUMBED
 DR0846'EXACTLY OVER THE UNDERGROUND MARK, STAMPED DENTON ET 1967.
 DR0846'
 DR0846'REFERENCE MARK NO. 1--A STANDARD USGS BRONZE REFERENCE MARK
 DR0846'TABLET CRIMPED TO A COPPERWELD ROD DRIVEN TO REFUSAL (10 FT),
 DR0846'CENTERED IN A RED CEMENT TILE, 6 IN. IN DIAMETER, 12 IN. LONG,
 DR0846'FILLED WITH GRAVEL, PROJECTING 3 IN. ABOVE GROUND, STAMPED
 DR0846'DENTON ET R.M. NO. 1 1967.
 DR0846'
 DR0846'REFERENCE MARK NO. 2--A STANDARD USGS BRONZE REFERENCE MARK
 DR0846'TABLET CRIMPED TO A COPPERWELD ROD DRIVEN TO REFUSAL (10 FT.),
 DR0846'CENTERED IN A RED CEMENT TILE, 6 IN. IN DIAMETER, 12 IN. LONG,
 DR0846'FILLED WITH GRAVEL, PROJECTING 2 IN. ABOVE GROUND, STAMPED
 DR0846'DENTON ET R.M. NO. 2 1967.
 DR0846'
 DR0846'THE DISTANCE BETWEEN REFERENCE MARKS NO. 1 AND NO. 2 IS 89.01
 DR0846'FEET (27.132 METERS).
 DR0846'
 DR0846'OLIVE ET 1967 IS VISIBLE FROM THE GROUND AT THIS STATION, AND
 DR0846'WILL SERVE AS THE AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS1184 ***********************************************************************
 DS1184  DESIGNATION -  DENVER
 DS1184  PID         -  DS1184
 DS1184  STATE/COUNTY-  NM/OTERO
 DS1184  USGS QUAD   -  LUMLEY LAKE NE (1982)
 DS1184
 DS1184                         *CURRENT SURVEY CONTROL
 DS1184  ___________________________________________________________________
 DS1184* NAD 83(1992)-  33 15 00.00905(N)    106 20 11.39903(W)     ADJUSTED  
 DS1184* NAVD 88     -      1258.19   (+/-2cm)    4127.9    (feet)  VERTCON   
 DS1184  ___________________________________________________________________
 DS1184  LAPLACE CORR-           1.02  (seconds)                    DEFLEC99
 DS1184  GEOID HEIGHT-         -22.80  (meters)                     GEOID03
 DS1184
 DS1184  HORZ ORDER  -  FIRST
 DS1184  VERT ORDER  -  THIRD ? (See Below)
 DS1184
 DS1184.The horizontal coordinates were established by classical geodetic methods
 DS1184.and adjusted by the National Geodetic Survey in December 1993..
 DS1184
 DS1184.The NAVD 88 height was computed by applying the VERTCON shift value to
 DS1184.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DS1184.The vertical order pertains to the NGVD 29 superseded value.
 DS1184
 DS1184.The Laplace correction was computed from DEFLEC99 derived deflections.
 DS1184
 DS1184.The geoid height was determined by GEOID03.
 DS1184
 DS1184;                    North         East     Units Scale Factor Converg.
 DS1184;SPC NM C     -   249,479.055   491,940.002   MT  0.99990080   -0 02 50.7
 DS1184;SPC NM C     -   818,499.20  1,613,973.16   sFT  0.99990080   -0 02 50.7
 DS1184;UTM  13      - 3,679,799.056   375,498.521   MT  0.99979111   -0 43 58.4
 DS1184
 DS1184!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS1184!SPC NM C     -   0.99980609  x   0.99990080  =   0.99970690
 DS1184!UTM  13      -   0.99980609  x   0.99979111  =   0.99959724
 DS1184
 DS1184:                Primary Azimuth Mark                     Grid Az
 DS1184:SPC NM C     -  ARMY 7                                   021 15 30.9
 DS1184:UTM  13      -  ARMY 7                                   021 56 38.6
 DS1184
 DS1184|---------------------------------------------------------------------|
 DS1184| PID    Reference Object                     Distance      Geod. Az  |
 DS1184|                                                           dddmmss.s |
 DS1184| DS1210 ARMY 7                              APPROX.13.1 KM 0211240.2 |
 DS1184| CD2803 DENVER RM 2                           3.071 METERS 18853     |
 DS1184| CD2802 DENVER RM 1                           2.695 METERS 27719     |
 DS1184|---------------------------------------------------------------------|
 DS1184
 DS1184                          SUPERSEDED SURVEY CONTROL
 DS1184
 DS1184  NAD 83(1986)-  33 15 00.01607(N)    106 20 11.40176(W) AD(       ) 1
 DS1184  NAD 27      -  33 14 59.73070(N)    106 20 09.39479(W) AD(       ) 1
 DS1184  NGVD 29 (07/19/86) 1257.57   (m)         4125.9    (f) LEVELING    3  
 DS1184
 DS1184.Superseded values are not recommended for survey control.
 DS1184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS1184.See file dsdata.txt to determine how the superseded data were derived.
 DS1184
 DS1184_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS7549979799(NAD 83)
 DS1184_MARKER: DD = SURVEY DISK
 DS1184_SETTING: 0 = UNSPECIFIED SETTING
 DS1184
 DS1184  HISTORY     - Date     Condition        Report By
 DS1184  HISTORY     - 1967     MONUMENTED       DMA
 DS1184
 DS1184                          STATION DESCRIPTION
 DS1184
 DS1184'DESCRIBED BY DEFENSE MAP AGENCY 1967 (JWC)
 DS1184'THE STATION IS ABOUT 23 MILES SOUTHWEST OF OSCURO, 22 MILES NORTHWEST
 DS1184'OF TULAROSA, 15-3/4 MILES WEST-SOUTHWEST OF THREE RIVERS, ON THE TOP
 DS1184'AND NEAR THE NORTHEAST CORNER OF A SMALL WHITE BUILDING.
 DS1184'
 DS1184'TO REACH THE STATION FROM THE POST OFFICE IN TULAROSA, GO WEST ON
 DS1184'STATE HIGHWAY 52 FOR 1.25 MILES TO A T-JUNCTION JUST AFTER CROSSING
 DS1184'RAILROAD TRACKS.  TURN RIGHT AND GO NORTH FOR 0.3 MILE TO WHERE THE
 DS1184'ROAD TURNS TO THE WEST, TURN LEFT AND GO WESTERLY FOR 6.7 MILES TO
 DS1184'A CROSSROADS AT A GUARD SHACK ON THE LEFT.  TURN RIGHT AND GO NORTH
 DS1184'ON GRAVELED ROAD FOR 12.25 MILES TO A GRAVELED SIDE ROAD ON THE
 DS1184'LEFT, CONTINUE AHEAD FOR 3.95 MILES TO A SIDE ROAD ON THE LEFT.
 DS1184'TURN LEFT AND GO WESTERLY ON GRAVELED ROAD FOR 2.15 MILES TO THE
 DS1184'NORTH ONE OF THREE WHITE BUILDINGS AND THE STATION.
 DS1184'
 DS1184'STATION MARK IS A BRONZE DISK OF THE WHITE SANDS PROVING GROUNDS,
 DS1184'STAMPED DENVER, CEMENTED IN A DRILL HOLE IN THE CONCRETE ROOF OF
 DS1184'BUILDING NUMBER S 31010.  IT IS 9.3 FEET NORTH OF THE SOUTH WALL
 DS1184'AROUND BUILDING, 3.2 FEET SOUTH OF THE NORTH WALL AND 2.3 FEET
 DS1184'EAST OF THE WEST WALL.
 DS1184'
 DS1184'REFERENCE MARK 1 IS A BRONZE DISK OF THE WHITE SANDS PROVING GROUNDS,
 DS1184'STAMPED DENVER NO 1, CEMENTED IN A DRILL IN THE CONCRETE ROOF AND
 DS1184'NEAR THE NORTHWEST CORNER OF THE BUILDING.  IT IS 1.8 FEET SOUTH OF
 DS1184'THE NORTH WALL AND 8 INCHES EAST OF THE WEST WALL.
 DS1184'
 DS1184'REFERENCE MARK 2 IS A BRONZE DISK OF THE WHITE SANDS PROVING GROUNDS,
 DS1184'STAMPED DENVER NO 2, CEMENTED IN A DRILL HOLE IN THE CONCRETE ROOF
 DS1184'AND NEAR THE SOUTHEAST CORNER OF THE BUILDING.  IT IS 4.2 FEET WEST
 DS1184'OF THE EAST WALL AND 8 INCHES NORTH OF THE SOUTH WALL.
 DS1184'
 DS1184'BENCH MARK R 238 IS A STANDARD DISK, STAMPED R 238 1952, CEMENTED
 DS1184'IN A DRILL HOLE IN THE TOP OF LAVA BED.  IT IS 88.0 FEET NORTHEAST
 DS1184'OF THE CENTERLINE OF A GRAVELED ROAD, 62.6 FEET NORTH OF A TELEPHONE
 DS1184'POLE AND 4.3 FEET SOUTH OF A WOOD WITNESS POST.  TO REACH THE MARK
 DS1184'FROM THE STATION, GO EAST ON GRAVELED ROAD FOR 2.15 MILES TO A
 DS1184'T-JUNCTION, TURN LEFT AND GO NORTH ON GRAVELED ROAD FOR 0.4 MILE TO
 DS1184'THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0519 ***********************************************************************
 FN0519  DESIGNATION -  DENVER ALBUQUERQUE AWY BN 37
 FN0519  PID         -  FN0519
 FN0519  STATE/COUNTY-  NM/MORA
 FN0519  USGS QUAD   -  MAXSON CRATER (1966)
 FN0519
 FN0519                         *CURRENT SURVEY CONTROL
 FN0519  ___________________________________________________________________
 FN0519* NAD 83(1992)-  35 59 47.52990(N)    104 55 38.07597(W)     ADJUSTED  
 FN0519* NAVD 88     -                                                        
 FN0519  ___________________________________________________________________
 FN0519  LAPLACE CORR-          -3.12  (seconds)                    DEFLEC99
 FN0519  GEOID HEIGHT-         -18.51  (meters)                     GEOID03
 FN0519
 FN0519  HORZ ORDER  -  THIRD
 FN0519
 FN0519.The horizontal coordinates were established by classical geodetic methods
 FN0519.and adjusted by the National Geodetic Survey in December 1993..
 FN0519
 FN0519
 FN0519.The Laplace correction was computed from DEFLEC99 derived deflections.
 FN0519
 FN0519.The geoid height was determined by GEOID03.
 FN0519
 FN0519;                    North         East     Units Scale Factor Converg.
 FN0519;SPC NM E     -   554,296.729   111,453.112   MT  0.99994441   -0 20 56.7
 FN0519;SPC NM E     - 1,818,555.19    365,659.08   sFT  0.99994441   -0 20 56.7
 FN0519;UTM  13      - 3,983,566.701   506,557.673   MT  0.99960053   +0 02 33.9
 FN0519
 FN0519                          SUPERSEDED SURVEY CONTROL
 FN0519
 FN0519  NAD 83(1986)-  35 59 47.53541(N)    104 55 38.07443(W) AD(       ) 4
 FN0519  NAD 27      -  35 59 47.40900(N)    104 55 36.08200(W) AD(       ) 3
 FN0519
 FN0519.Superseded values are not recommended for survey control.
 FN0519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0519.See file dsdata.txt to determine how the superseded data were derived.
 FN0519
 FN0519_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEV0655883567(NAD 83)
 FN0519_MARKER: 22 = AIRWAY BEACON
 FN0519
 FN0519  HISTORY     - Date     Condition        Report By
 FN0519  HISTORY     - 1949     FIRST OBSERVED   CGS
 FN0519  HISTORY     - 1949     GOOD             CGS
 FN0519
 FN0519                          STATION DESCRIPTION
 FN0519
 FN0519'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FN0519'STATION IS THE TOP CENTER OF THE ROTATING LIGHT OF AIRWAY
 FN0519'BEACON NO. 37 LOCATED ABOUT 12 MILES WEST OF WAGON MOUND.
 FN0519'IT IS A STANDARD C.A.A. ROTATING BEACON SET ATOP A STRUCTURAL
 FN0519'STEEL TOWER.
 FN0519'
 FN0519'PROBABLY THE SAME STATION AS EL PASO-PUEBLO AIRWAY BEACON
 FN0519'NO. 37, 1945.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0557 ***********************************************************************
 FN0557  DESIGNATION -  DENVER ALBUQUERQUE AWY BN 34
 FN0557  PID         -  FN0557
 FN0557  STATE/COUNTY-  NM/SAN MIGUEL
 FN0557  USGS QUAD   -  LAS VEGAS NW (1963)
 FN0557
 FN0557                         *CURRENT SURVEY CONTROL
 FN0557  ___________________________________________________________________
 FN0557* NAD 83(1992)-  35 39 05.18192(N)    105 08 53.14022(W)     ADJUSTED  
 FN0557* NAVD 88     -                                                        
 FN0557  ___________________________________________________________________
 FN0557  LAPLACE CORR-          -2.32  (seconds)                    DEFLEC99
 FN0557  GEOID HEIGHT-         -18.83  (meters)                     GEOID03
 FN0557
 FN0557  HORZ ORDER  -  THIRD
 FN0557
 FN0557.This mark is at Las Vegas Airport (LVS)
 FN0557
 FN0557.The horizontal coordinates were established by classical geodetic methods
 FN0557.and adjusted by the National Geodetic Survey in December 1993..
 FN0557
 FN0557
 FN0557.The Laplace correction was computed from DEFLEC99 derived deflections.
 FN0557
 FN0557.The geoid height was determined by GEOID03.
 FN0557
 FN0557;                    North         East     Units Scale Factor Converg.
 FN0557;SPC NM E     -   516,152.398    91,222.125   MT  0.99997614   -0 28 29.7
 FN0557;SPC NM E     - 1,693,409.99    299,284.59   sFT  0.99997614   -0 28 29.7
 FN0557;UTM  13      - 3,945,299.213   486,594.102   MT  0.99960221   -0 05 10.7
 FN0557
 FN0557                          SUPERSEDED SURVEY CONTROL
 FN0557
 FN0557  NAD 83(1986)-  35 39 05.18675(N)    105 08 53.13886(W) AD(       ) 4
 FN0557  NAD 27      -  35 39 05.03600(N)    105 08 51.10900(W) AD(       ) 3
 FN0557
 FN0557.Superseded values are not recommended for survey control.
 FN0557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0557.See file dsdata.txt to determine how the superseded data were derived.
 FN0557
 FN0557_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV8659445299(NAD 83)
 FN0557_MARKER: 22 = AIRWAY BEACON
 FN0557
 FN0557  HISTORY     - Date     Condition        Report By
 FN0557  HISTORY     - 1949     FIRST OBSERVED   CGS
 FN0557  HISTORY     - 1953     GOOD             CGS
 FN0557  HISTORY     - 1961     GOOD             CGS
 FN0557  HISTORY     - 1966     GOOD             CGS
 FN0557
 FN0557                          STATION DESCRIPTION
 FN0557
 FN0557'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (DHK)
 FN0557'STATION IS THE TOP CENTER OF THE ROTATING LIGHT OF AIRWAY
 FN0557'BEACON NO. 34 LOCATED AT THE LAS VEGAS AIRPORT WHICH IS ABOUT
 FN0557'7 MILES NORTHEAST OF LAS VEGAS.  IT IS A STANDARD C.A.A.
 FN0557'ROTATING BEACON SET ATOP A STRUCTURAL STEEL TOWER.
 FN0557
 FN0557                          STATION RECOVERY (1953)
 FN0557
 FN0557'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (WRH)
 FN0557'STATION IS LOCATED ABOUT 7 MILES AIRLINE NORTH-NORTHEAST OF
 FN0557'LAS VEGAS AND 3 MILES EAST OF U.S. HIGHWAY 85 AT THE LAS VEGAS
 FN0557'AIRPORT.
 FN0557'
 FN0557'THE TOWER IS CONSTRUCTED OF STEEL ANGLE IRON, IS 10 FEET SQUARE
 FN0557'AT THE BASE AND TAPERS TO 2 FEET SQUARE AT THE TOP, AND SUPPORTS
 FN0557'A 7-FOOT-SQUARE METAL PLATFORM.  A 3-FOOT-DIAMETER REVOLVING
 FN0557'LIGHT WHICH SHOWS WHITE FROM ONE SIDE AND GREEN FROM THE OTHER
 FN0557'IS MOUNTED ABOVE THE PLATFORM.  THE CENTER OF THE LIGHT IS 53.7
 FN0557'FEET ABOVE THE GROUND.  A V.H.F. ANTENNA PROJECTS 20 FEET ABOVE
 FN0557'THE FLOOR OF TOWER.  THE TOWER IS PAINTED ALTERNATE 10-FOOT
 FN0557'SECTIONS OF STANDARD C.A.A. ORANGE AND WHITE.  IT IS 130 FEET
 FN0557'SOUTH-SOUTHWEST OF THE CIVIL AERONAUTICS WEATHER BUREAU
 FN0557'BUILDING.
 FN0557'
 FN0557'PROBABLY THE SAME STATION AS LOCATED IN 1949.
 FN0557
 FN0557                          STATION RECOVERY (1961)
 FN0557
 FN0557'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 FN0557'RECOVERED AS DESCRIBED.
 FN0557
 FN0557                          STATION RECOVERY (1966)
 FN0557
 FN0557'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (RWM)
 FN0557'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0588 ***********************************************************************
 FN0588  DESIGNATION -  DENVER ALBUQUERQUE AWY BN 32
 FN0588  PID         -  FN0588
 FN0588  STATE/COUNTY-  NM/SAN MIGUEL
 FN0588  USGS QUAD   -  TECOLOTE (1989)
 FN0588
 FN0588                         *CURRENT SURVEY CONTROL
 FN0588  ___________________________________________________________________
 FN0588* NAD 83(1992)-  35 22 34.95116(N)    105 19 38.36551(W)     ADJUSTED  
 FN0588* NAVD 88     -                                                        
 FN0588  ___________________________________________________________________
 FN0588  LAPLACE CORR-          -5.43  (seconds)                    DEFLEC99
 FN0588  GEOID HEIGHT-         -19.38  (meters)                     GEOID03
 FN0588
 FN0588  HORZ ORDER  -  THIRD
 FN0588
 FN0588.The horizontal coordinates were established by classical geodetic methods
 FN0588.and adjusted by the National Geodetic Survey in December 1993..
 FN0588
 FN0588
 FN0588.The Laplace correction was computed from DEFLEC99 derived deflections.
 FN0588
 FN0588.The geoid height was determined by GEOID03.
 FN0588
 FN0588;                    North         East     Units Scale Factor Converg.
 FN0588;SPC NM E     -   485,784.627    74,684.589   MT  1.00000958   -0 34 31.8
 FN0588;SPC NM E     - 1,593,778.40    245,027.69   sFT  1.00000958   -0 34 31.8
 FN0588;UTM  13      - 3,914,832.123   470,268.525   MT  0.99961089   -0 11 22.2
 FN0588
 FN0588                          SUPERSEDED SURVEY CONTROL
 FN0588
 FN0588  NAD 83(1986)-  35 22 34.95668(N)    105 19 38.36401(W) AD(       ) 4
 FN0588  NAD 27      -  35 22 34.79100(N)    105 19 36.32900(W) AD(       ) 3
 FN0588
 FN0588.Superseded values are not recommended for survey control.
 FN0588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0588.See file dsdata.txt to determine how the superseded data were derived.
 FN0588
 FN0588_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV7026914832(NAD 83)
 FN0588_MARKER: 22 = AIRWAY BEACON
 FN0588
 FN0588  HISTORY     - Date     Condition        Report By
 FN0588  HISTORY     - 1949     FIRST OBSERVED   CGS
 FN0588  HISTORY     - 1953     GOOD             CGS
 FN0588
 FN0588                          STATION DESCRIPTION
 FN0588
 FN0588'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 FN0588'STATION IS THE BOTTOM CENTER OF THE BASE OF AIRWAY BEACON NO.
 FN0588'32 LOCATED ABOUT 2 MILES SOUTH OF BERNAL AND ABOUT 16 MILES
 FN0588'SOUTH OF LAS VEGAS.  IT IS A STANDARD C.A.A. ROTATING BEACON
 FN0588'SET ATOP A STRUCTURAL STEEL TOWER.
 FN0588
 FN0588                          STATION RECOVERY (1953)
 FN0588
 FN0588'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (WRH)
 FN0588'STATION IS LOCATED ABOUT 1.5 MILES SOUTHWEST OF BERNAL, 16.0
 FN0588'MILES SOUTH OF LAS VEGAS, 1.0 MILE SOUTH OF U.S. HIGHWAY 84
 FN0588'AND 85 NEAR THE SOUTH EDGE OF WHAT IS LOCALLY KNOWN AS BERNAL
 FN0588'HILL.
 FN0588'
 FN0588'THE BEACON IS SET ON TOP OF A FOUR LEGGED STEEL STRUCTURE THAT
 FN0588'IS ALTERNATELY PAINTED ORANGE AND WHITE.  THE REVOLVING LIGHT
 FN0588'AT THE TOP OF STRUCTURE IS 54 FEET ABOVE THE GROUND.  THE
 FN0588'CENTER OF THE BASE OF THE STEEL STRUCTURE WAS TRAVERSED TO.
 FN0588'
 FN0588'PROBABLY THE SAME STATION AS LOCATED IN 1949.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0135 ***********************************************************************
 DS0135  DESIGNATION -  DERA
 DS0135  PID         -  DS0135
 DS0135  STATE/COUNTY-  NM/LINCOLN
 DS0135  USGS QUAD   -  RED CANYON (1982)
 DS0135
 DS0135                         *CURRENT SURVEY CONTROL
 DS0135  ___________________________________________________________________
 DS0135* NAD 83(1992)-  33 39 01.89225(N)    106 08 59.02881(W)     ADJUSTED  
 DS0135* NAVD 88     -      1599.422  (meters)    5247.44   (feet)  ADJUSTED  
 DS0135  ___________________________________________________________________
 DS0135  LAPLACE CORR-           2.86  (seconds)                    DEFLEC99
 DS0135  GEOID HEIGHT-         -21.21  (meters)                     GEOID03
 DS0135  DYNAMIC HT  -        1597.101 (meters)    5239.82  (feet)  COMP
 DS0135  MODELED GRAV-     979,128.8   (mgal)                       NAVD 88
 DS0135
 DS0135  HORZ ORDER  -  FIRST
 DS0135  VERT ORDER  -  SECOND    CLASS 0
 DS0135
 DS0135.The horizontal coordinates were established by classical geodetic methods
 DS0135.and adjusted by the National Geodetic Survey in December 1993..
 DS0135
 DS0135.The orthometric height was determined by differential leveling
 DS0135.and adjusted by the National Geodetic Survey in June 1991..
 DS0135
 DS0135.The Laplace correction was computed from DEFLEC99 derived deflections.
 DS0135
 DS0135.The geoid height was determined by GEOID03.
 DS0135
 DS0135.The dynamic height is computed by dividing the NAVD 88
 DS0135.geopotential number by the normal gravity value computed on the
 DS0135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0135.degrees latitude (g = 980.6199 gals.).
 DS0135
 DS0135.The modeled gravity was interpolated from observed gravity values.
 DS0135
 DS0135;                    North         East     Units Scale Factor Converg.
 DS0135;SPC NM C     -   293,898.805   509,300.236   MT  0.99990107   +0 03 20.0
 DS0135;SPC NM C     -   964,233.00  1,670,929.19   sFT  0.99990107   +0 03 20.0
 DS0135;UTM  13      - 3,724,000.824   393,389.297   MT  0.99974012   -0 38 13.8
 DS0135
 DS0135!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS0135!SPC NM C     -   0.99975230  x   0.99990107  =   0.99965339
 DS0135!UTM  13      -   0.99975230  x   0.99974012  =   0.99949248
 DS0135
 DS0135|---------------------------------------------------------------------|
 DS0135| PID    Reference Object                     Distance      Geod. Az  |
 DS0135|                                                           dddmmss.s |
 DS0135| DS0134 DERA RM 1                             6.632 METERS 22212     |
 DS0135| DS0136 DERA AZ MK                                         2750328.7 |
 DS0135| DS0133 DERA RM 2                             7.040 METERS 30033     |
 DS0135|---------------------------------------------------------------------|
 DS0135
 DS0135                          SUPERSEDED SURVEY CONTROL
 DS0135
 DS0135  NAD 83(1986)-  33 39 01.89921(N)    106 08 59.03133(W) AD(       ) 1
 DS0135  NAD 27      -  33 39 01.63164(N)    106 08 57.03978(W) AD(       ) 1
 DS0135  NGVD 29 (??/??/92) 1598.722  (m)         5245.14   (f) ADJ UNCH    2 0
 DS0135
 DS0135.Superseded values are not recommended for survey control.
 DS0135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0135.See file dsdata.txt to determine how the superseded data were derived.
 DS0135
 DS0135_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT9338924001(NAD 83)
 DS0135_MARKER: DS = TRIANGULATION STATION DISK
 DS0135_SETTING: 66 = SET IN ROCK OUTCROP
 DS0135_SP_SET: ROCK RIDGE
 DS0135_STAMPING: DERA 1968
 DS0135_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DS0135+STABILITY: POSITION/ELEVATION WELL
 DS0135
 DS0135  HISTORY     - Date     Condition        Report By
 DS0135  HISTORY     - 1968     MONUMENTED       CGS
 DS0135  HISTORY     - 1969     GOOD             CGS
 DS0135  HISTORY     - 1969     GOOD             NGS
 DS0135
 DS0135                          STATION DESCRIPTION
 DS0135
 DS0135'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JBJ)
 DS0135'THE STATION IS ABOUT 15-3/4 MILES WEST OF CARRIZOZO, 12-1/2 MILES
 DS0135'NORTHWEST OF OSCURO, ON THE MOST PROMINENT RIDGE IN THE IMMEDIATE
 DS0135'VICINITY AND ABOUT 200 YARDS SOUTH OF A HIGHER POINT.
 DS0135'
 DS0135'TO REACH THE STATION FROM THE POST OFFICE IN THREE RIVERS, GO NORTH
 DS0135'ON U.S. HIGHWAY 54 FOR 11.0 MILES TO A SIDE ROAD ON THE LEFT AT
 DS0135'OSCURO.  TURN LEFT AND GO WEST ON A GRAVELED ROAD FOR 5.95 MILES TO
 DS0135'A LOCKED GATE.  (FOR THE COMBINATION TO THE LOCK ON THE GATE, SEE
 DS0135'HEADQUARTERS ).  PASS THROUGH THE GATE AND CONTINUE WEST FOR 0.85
 DS0135'MILE TO ROUTE 11 ON THE RIGHT.  TURN RIGHT AND GO NORTHERLY ON
 DS0135'ROUTE 11 FOR 7.65 MILES TO A GRAVELED ROAD ON THE LEFT.
 DS0135'CONTINUE NORTHERLY ON ROUTE 11 FOR 2.4 MILES TO THE TOP OF A
 DS0135'LITTLE RISE AND THE AZIMUTH MARK ON THE LEFT.  CONTINUE NORTHERLY
 DS0135'FOR 0.1 MILE TO A GRAVELED SIDE ROAD ON THE RIGHT.  TURN RIGHT
 DS0135'AND GO EAST ON THE GRAVELED ROAD FOR 0.35 MILE TO A 3-WAY FORK.
 DS0135'TAKE THE CENTER FORK AND CONTINUE EAST ON A TRACK ROAD FOR 0.15
 DS0135'MILE TO A FENCE CORNER.  CROSS FENCE BY LOWERING WIRES AND GO
 DS0135'SOUTH, KEEPING TO THE LEFT OF A NORTH-SOUTH FENCE, FOR 0.1 MILE TO
 DS0135'A POINT OPPOSITE A LOW SADDLE.  (FROM THIS POINT A 4-WHEEL DRIVE
 DS0135'VEHICLE IS REQUIRED TO TRAVEL TO THE STATION ).  TURN LEFT AND
 DS0135'GO EASTERLY TO THE TOP OF THE SADDLE.  TURN LEFT AND GO NORTHERLY
 DS0135'ALONG THE CREST OF THE RIDGE FOR 0.1 MILE TO THE STATION.
 DS0135'
 DS0135'THE STATION MARK IS A STANDARD DISK, STAMPED DERA 1968, CEMENTED IN
 DS0135'A DRILL HOLE IN A 2 X 3 FOOT ROCK OUTCROP THAT PROJECTS 2 FEET ABOVE
 DS0135'THE GROUND ON THE WEST SIDE AND IS FLUSH WITH THE GROUND ON THE
 DS0135'EAST SIDE.
 DS0135'
 DS0135'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED DERA NO 1 1968, CEMENTED
 DS0135'IN A DRILL HOLE IN A 1 X 4 FOOT ROCK OUTCROP THAT IS FLUSH WITH THE
 DS0135'GROUND.  IT IS ABOUT THE SAME ELEVATION AS THE STATION MARK.
 DS0135'
 DS0135'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED DERA NO 2 1968, CEMENTED
 DS0135'IN THE TOP OF A 2 X 2 FOOT ROCK OUTCROP THAT PROJECTS ABOUT 1 FOOT
 DS0135'ON THE WEST SIDE AND ABOUT 2 INCHES ABOVE THE GROUND ON THE EAST
 DS0135'SIDE.  IT IS ABOUT 8 FEET LOWER IN ELEVATION THAN THE STATION
 DS0135'MARK.
 DS0135'
 DS0135'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED DERA 1968, CEMENTED IN
 DS0135'A 3 X 3 FOOT ROCK OUTCROP THAT PROJECTS 1 INCH ABOVE THE GROUND.  IT
 DS0135'IS 45.0 FEET WEST OF THE CENTERLINE OF ROUTE 11 AND 6.1 FEET EAST
 DS0135'OF A WITNESS POST.
 DS0135'
 DS0135'THE DISTANCE BETWEEN THE REFERENCE MARKS WAS NOT MEASURED DUE TO
 DS0135'OBSTRUCTIONS.
 DS0135
 DS0135                          STATION RECOVERY (1969)
 DS0135
 DS0135'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JGC)
 DS0135'THE STATION MARK, STAMPED DERA 1968, IS ABOUT 7.05 MILES NORTHWEST
 DS0135'ALONG WHITE SANDS MISSILE RANGE ROUTE 12 FROM THE STORE AT OSCURO,
 DS0135'THENCE 9.8 MILES NORTH ALONG WHITE SANDS MISSILE RANGE ROUTE 11,
 DS0135'THENCE 0.4 MILE EAST CROSS-COUNTRY TO THE TOP OF A RIDGE, IN
 DS0135'SECTION 6, T 8 S, R 8 E, 0.1 MILE SOUTH OF THE SOCORRO-LINCOLN
 DS0135'COUNTY LINE, SET IN THE TOP OF THE ROCK RIDGE, 21.7 FEET NORTHEAST
 DS0135'OF RM 1, 24.0 FEET SLOPE DISTANCE EAST OF RM 2.
 DS0135'
 DS0135'RM 1, STAMPED DERA NO 1 1968, IS 21.7 FEET SOUTHWEST OF THE STATION
 DS0135'MARK, SET IN THE TOP OF THE ROCK RIDGE, AND ABOUT 1 FOOT BELOW THE
 DS0135'LEVEL OF THE STATION.
 DS0135'
 DS0135'RM 2, STAMPED DERA NO 2 1968, IS 24 FEET NORTHWEST OF THE STATION
 DS0135'MARK, SET IN THE TOP OF A ROCK OUTCROP ON THE NORTHWEST SIDE OF THE
 DS0135'RIDGE, AND ABOUT 8 FEET BELOW THE LEVEL OF THE STATION.
 DS0135'
 DS0135'THE AZIMUTH MARK, STAMPED DERA 1968, IS ABOUT 0.4 MILE WEST
 DS0135'CROSS-COUNTRY FROM THE STATION MARK, THENCE 0.2 MILE SOUTH ALONG
 DS0135'WHITE SANDS MISSILE RANGE ROUTE 11, 47 FEET SOUTHWEST OF THE CENTER
 DS0135'LINE OF THE ROUTE, SET IN THE TOP OF A 6- X 6-FOOT ROCK OUTCROP,
 DS0135'6.6 FEET NORTHEAST OF A METAL WITNESS POST, AND ABOUT 6 FEET ABOVE
 DS0135'THE LEVEL OF THE ROUTE.
 DS0135'
 DS0135'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--17.35 MILES
 DS0135'NORTHWEST.
 DS0135
 DS0135                          STATION RECOVERY (1969)
 DS0135
 DS0135'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 DS0135'17.35 MI NW FROM OSCURO.
 DS0135'ABOUT 7.05 MILES NORTHWEST ALONG WHITE SANDS MISSILE RANGE ROUTE 12
 DS0135'FROM THE STORE AT OSCURO, THENCE 9.8 MILES NORTH ALONG WHITE SANDS
 DS0135'MISSILE RANGE ROUTE 11, THENCE 0.4 MILE EAST CROSS-COUNTRY TO THE TOP
 DS0135'OF A RIDGE, IN SECTION 6, T 8 S, R 8 E, 0.1 MILE SOUTH OF THE
 DS0135'SOCORRO-LINCOLN COUNTY LINE, SET IN THE TOP OF THE ROCK RIDGE, 21.7
 DS0135'FEET NORTHEAST OF DERA RM 1, AND 24.0 FEET SLOPE DISTANCE SOUTHEAST OF
 DS0135'DERA RM 2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0136 ***********************************************************************
 DS0136  DESIGNATION -  DERA AZ MK
 DS0136  PID         -  DS0136
 DS0136  STATE/COUNTY-  NM/LINCOLN
 DS0136  USGS QUAD   -  RED CANYON (1982)
 DS0136
 DS0136                         *CURRENT SURVEY CONTROL
 DS0136  ___________________________________________________________________
 DS0136* NAD 83(1986)-  33 39 04.     (N)    106 09 28.     (W)     SCALED    
 DS0136* NAVD 88     -      1573.422  (meters)    5162.14   (feet)  ADJUSTED  
 DS0136  ___________________________________________________________________
 DS0136  GEOID HEIGHT-         -21.23  (meters)                     GEOID03
 DS0136  DYNAMIC HT  -        1571.130 (meters)    5154.62  (feet)  COMP
 DS0136  MODELED GRAV-     979,124.9   (mgal)                       NAVD 88
 DS0136
 DS0136  VERT ORDER  -  SECOND    CLASS 0
 DS0136
 DS0136.The horizontal coordinates were scaled from a topographic map and have
 DS0136.an estimated accuracy of +/- 6 seconds.
 DS0136
 DS0136.The orthometric height was determined by differential leveling
 DS0136.and adjusted by the National Geodetic Survey in June 1991..
 DS0136
 DS0136.The geoid height was determined by GEOID03.
 DS0136
 DS0136.The dynamic height is computed by dividing the NAVD 88
 DS0136.geopotential number by the normal gravity value computed on the
 DS0136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0136.degrees latitude (g = 980.6199 gals.).
 DS0136
 DS0136.The modeled gravity was interpolated from observed gravity values.
 DS0136
 DS0136;                    North         East    Units  Estimated Accuracy
 DS0136;SPC NM C     -   293,960.      508,550.      MT  (+/- 180 meters Scaled)
 DS0136
 DS0136                          SUPERSEDED SURVEY CONTROL
 DS0136
 DS0136  NGVD 29 (??/??/92) 1572.711  (m)         5159.80   (f) ADJ UNCH    2 0
 DS0136
 DS0136.Superseded values are not recommended for survey control.
 DS0136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0136.See file dsdata.txt to determine how the superseded data were derived.
 DS0136
 DS0136_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT926240(NAD 83)
 DS0136_MARKER: DZ = AZIMUTH MARK DISK
 DS0136_SETTING: 66 = SET IN ROCK OUTCROP
 DS0136_SP_SET: OUTCROP
 DS0136_STAMPING: DERA 1968
 DS0136_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DS0136+STABILITY: POSITION/ELEVATION WELL
 DS0136
 DS0136  HISTORY     - Date     Condition        Report By
 DS0136  HISTORY     - 1968     MONUMENTED       CGS
 DS0136  HISTORY     - 1969     GOOD             NGS
 DS0136
 DS0136                          STATION DESCRIPTION
 DS0136
 DS0136'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 DS0136'16.75 MI NW FROM OSCURO.
 DS0136'ABOUT 7.05 MILES NORTHWEST ALONG WHITE SANDS MISSILE RANGE ROUTE 12
 DS0136'FROM THE STORE AT OSCURO, THENCE 9.7 MILES NORTH ALONG WHITE SANDS
 DS0136'MISSILE RANGE ROUTE 11, 47 FEET SOUTHWEST OF THE CENTER LINE OF THE
 DS0136'ROUTE, SET IN THE TOP OF A 6- X 6-FOOT ROCK OUTCROP, 6.6 FEET
 DS0136'NORTHEAST OF A METAL WITNESS POST, AND ABOUT 6 FEET ABOVE THE LEVEL OF
 DS0136'THE ROUTE.  SEC 6, T 8S, R 8E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0134 ***********************************************************************
 DS0134  DESIGNATION -  DERA RM 1
 DS0134  PID         -  DS0134
 DS0134  STATE/COUNTY-  NM/LINCOLN
 DS0134  USGS QUAD   -  RED CANYON (1982)
 DS0134
 DS0134                         *CURRENT SURVEY CONTROL
 DS0134  ___________________________________________________________________
 DS0134* NAD 83(1986)-  33 39 02.     (N)    106 08 58.     (W)     SCALED    
 DS0134* NAVD 88     -      1599.220  (meters)    5246.77   (feet)  ADJUSTED  
 DS0134  ___________________________________________________________________
 DS0134  GEOID HEIGHT-         -21.21  (meters)                     GEOID03
 DS0134  DYNAMIC HT  -        1596.899 (meters)    5239.16  (feet)  COMP
 DS0134  MODELED GRAV-     979,128.8   (mgal)                       NAVD 88
 DS0134
 DS0134  VERT ORDER  -  SECOND    CLASS 0
 DS0134
 DS0134.The horizontal coordinates were scaled from a topographic map and have
 DS0134.an estimated accuracy of +/- 6 seconds.
 DS0134
 DS0134.The orthometric height was determined by differential leveling
 DS0134.and adjusted by the National Geodetic Survey in June 1991..
 DS0134
 DS0134.The geoid height was determined by GEOID03.
 DS0134
 DS0134.The dynamic height is computed by dividing the NAVD 88
 DS0134.geopotential number by the normal gravity value computed on the
 DS0134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0134.degrees latitude (g = 980.6199 gals.).
 DS0134
 DS0134.The modeled gravity was interpolated from observed gravity values.
 DS0134
 DS0134;                    North         East    Units  Estimated Accuracy
 DS0134;SPC NM C     -   293,900.      509,330.      MT  (+/- 180 meters Scaled)
 DS0134
 DS0134                          SUPERSEDED SURVEY CONTROL
 DS0134
 DS0134  NGVD 29 (??/??/92) 1598.520  (m)         5244.48   (f) ADJ UNCH    2 0
 DS0134
 DS0134.Superseded values are not recommended for survey control.
 DS0134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0134.See file dsdata.txt to determine how the superseded data were derived.
 DS0134
 DS0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT934240(NAD 83)
 DS0134_MARKER: DR = REFERENCE MARK DISK
 DS0134_SETTING: 66 = SET IN ROCK OUTCROP
 DS0134_SP_SET: ROCK RIDGE
 DS0134_STAMPING: DERA NO 1 1968
 DS0134_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DS0134+STABILITY: POSITION/ELEVATION WELL
 DS0134
 DS0134  HISTORY     - Date     Condition        Report By
 DS0134  HISTORY     - 1968     MONUMENTED       CGS
 DS0134  HISTORY     - 1969     GOOD             NGS
 DS0134
 DS0134                          STATION DESCRIPTION
 DS0134
 DS0134'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 DS0134'17.35 MI NW FROM OSCURO.
 DS0134'ABOUT 7.05 MILES NORTHWEST ALONG WHITE SANDS MISSILE RANGE ROUTE 12
 DS0134'FROM THE STORE AT OSCURO, THENCE 9.8 MILES NORTH ALONG WHITE SANDS
 DS0134'MISSILE RANGE ROUTE 11, THENCE 0.4 MILE EAST CROSS-COUNTRY TO THE TOP
 DS0134'OF A RIDGE, IN SECTION 6, T 8 S, R 8 E, 0.1 MILE SOUTH OF THE
 DS0134'SOCORRO-LINCOLN COUNTY LINE, SET IN THE TOP OF THE ROCK RIDGE, 21.7
 DS0134'FEET SOUTHWEST OF TRIANGULATION STATION DERA 1968, AND ABOUT 1 FOOT
 DS0134'BELOW THE LEVEL OF THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0133 ***********************************************************************
 DS0133  DESIGNATION -  DERA RM 2
 DS0133  PID         -  DS0133
 DS0133  STATE/COUNTY-  NM/LINCOLN
 DS0133  USGS QUAD   -  RED CANYON (1982)
 DS0133
 DS0133                         *CURRENT SURVEY CONTROL
 DS0133  ___________________________________________________________________
 DS0133* NAD 83(1986)-  33 39 02.     (N)    106 08 59.     (W)     SCALED    
 DS0133* NAVD 88     -      1597.350  (meters)    5240.64   (feet)  ADJUSTED  
 DS0133  ___________________________________________________________________
 DS0133  GEOID HEIGHT-         -21.21  (meters)                     GEOID03
 DS0133  DYNAMIC HT  -        1595.031 (meters)    5233.03  (feet)  COMP
 DS0133  MODELED GRAV-     979,128.7   (mgal)                       NAVD 88
 DS0133
 DS0133  VERT ORDER  -  SECOND    CLASS 0
 DS0133
 DS0133.The horizontal coordinates were scaled from a topographic map and have
 DS0133.an estimated accuracy of +/- 6 seconds.
 DS0133
 DS0133.The orthometric height was determined by differential leveling
 DS0133.and adjusted by the National Geodetic Survey in June 1991..
 DS0133
 DS0133.The geoid height was determined by GEOID03.
 DS0133
 DS0133.The dynamic height is computed by dividing the NAVD 88
 DS0133.geopotential number by the normal gravity value computed on the
 DS0133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0133.degrees latitude (g = 980.6199 gals.).
 DS0133
 DS0133.The modeled gravity was interpolated from observed gravity values.
 DS0133
 DS0133;                    North         East    Units  Estimated Accuracy
 DS0133;SPC NM C     -   293,900.      509,300.      MT  (+/- 180 meters Scaled)
 DS0133
 DS0133                          SUPERSEDED SURVEY CONTROL
 DS0133
 DS0133  NGVD 29 (??/??/92) 1596.649  (m)         5238.34   (f) ADJ UNCH    2 0
 DS0133
 DS0133.Superseded values are not recommended for survey control.
 DS0133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0133.See file dsdata.txt to determine how the superseded data were derived.
 DS0133
 DS0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT933240(NAD 83)
 DS0133_MARKER: DR = REFERENCE MARK DISK
 DS0133_SETTING: 66 = SET IN ROCK OUTCROP
 DS0133_SP_SET: OUTCROP
 DS0133_STAMPING: DERA NO 2 1968
 DS0133_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DS0133+STABILITY: POSITION/ELEVATION WELL
 DS0133
 DS0133  HISTORY     - Date     Condition        Report By
 DS0133  HISTORY     - 1968     MONUMENTED       CGS
 DS0133  HISTORY     - 1969     GOOD             NGS
 DS0133
 DS0133                          STATION DESCRIPTION
 DS0133
 DS0133'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 DS0133'17.35 MI NW FROM OSCURO.
 DS0133'ABOUT 7.05 MILES NORTHWEST ALONG WHITE SANDS MISSILE RANGE ROUTE 12
 DS0133'FROM THE STORE AT OSCURO, THENCE 9.8 MILES NORTH ALONG WHITE SANDS
 DS0133'MISSILE RANGE ROUTE 11, THENCE 0.4 MILE EAST CROSS-COUNTRY TO THE TOP
 DS0133'OF A RIDGE, IN SECTION 6, T 8 S, R 8 E, 0.1 MILE SOUTH OF THE
 DS0133'SOCORRO-LINCOLN COUNTY LINE, SET IN THE TOP OF A 2- X 2-FOOT ROCK
 DS0133'OUTCROP ON THE NORTHWEST SIDE OF THE RIDGE, 24 FEET NORTHWEST OF
 DS0133'TRIANGULATION STATION DERA 1968, AND ABOUT 8 FEET BELOW THE LEVEL OF
 DS0133'THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0464 ***********************************************************************
 GN0464  DESIGNATION -  DERNAL
 GN0464  PID         -  GN0464
 GN0464  STATE/COUNTY-  NM/RIO ARRIBA
 GN0464  USGS QUAD   -  YOUNGSVILLE (1979)
 GN0464
 GN0464                         *CURRENT SURVEY CONTROL
 GN0464  ___________________________________________________________________
 GN0464* NAD 83(1992)-  36 09 47.63255(N)    106 30 13.71226(W)     ADJUSTED  
 GN0464* NAVD 88     -      3007.2    (meters)    9866.     (feet)  VERTCON   
 GN0464  ___________________________________________________________________
 GN0464  LAPLACE CORR-          -1.38  (seconds)                    DEFLEC99
 GN0464  GEOID HEIGHT-         -18.54  (meters)                     GEOID03
 GN0464
 GN0464  HORZ ORDER  -  FIRST
 GN0464
 GN0464.The horizontal coordinates were established by classical geodetic methods
 GN0464.and adjusted by the National Geodetic Survey in December 1993..
 GN0464
 GN0464.The NAVD 88 height was computed by applying the VERTCON shift value to
 GN0464.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GN0464
 GN0464.The Laplace correction was computed from DEFLEC99 derived deflections.
 GN0464
 GN0464.The geoid height was determined by GEOID03.
 GN0464
 GN0464;                    North         East     Units Scale Factor Converg.
 GN0464;SPC NM C     -   572,653.149   477,165.161   MT  0.99990642   -0 08 59.2
 GN0464;SPC NM C     - 1,878,779.54  1,565,499.37   sFT  0.99990642   -0 08 59.2
 GN0464;UTM  13      - 4,003,101.003   364,740.373   MT  0.99982542   -0 53 15.0
 GN0464
 GN0464!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GN0464!SPC NM C     -   0.99953116  x   0.99990642  =   0.99943763
 GN0464!UTM  13      -   0.99953116  x   0.99982542  =   0.99935667
 GN0464
 GN0464|---------------------------------------------------------------------|
 GN0464| PID    Reference Object                     Distance      Geod. Az  |
 GN0464|                                                           dddmmss.s |
 GN0464| GN0467 DERNAL RM 1                           5.997 METERS 13706     |
 GN0464| GN0463 PEDERNAL RM                           1.228 METERS 28616     |
 GN0464| CD3345 DERNAL RM 2                           6.660 METERS 29012     |
 GN0464| GN0466 PEDERNAL                              3.778 METERS 31503     |
 GN0464| GN0237 A 73                                               3150529.8 |
 GN0464|---------------------------------------------------------------------|
 GN0464
 GN0464                          SUPERSEDED SURVEY CONTROL
 GN0464
 GN0464  NAD 83(1986)-  36 09 47.63566(N)    106 30 13.71748(W) AD(       ) 1
 GN0464  NAD 27      -  36 09 47.57100(N)    106 30 11.59080(W) AD(       ) 1
 GN0464  NGVD 29 (07/19/86) 3006.0    (m)         9862.     (f) VERT ANG       
 GN0464
 GN0464.Superseded values are not recommended for survey control.
 GN0464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0464.See file dsdata.txt to determine how the superseded data were derived.
 GN0464
 GN0464_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCA6474003101(NAD 83)
 GN0464_MARKER: DS = TRIANGULATION STATION DISK
 GN0464_SETTING: 66 = SET IN ROCK OUTCROP
 GN0464
 GN0464  HISTORY     - Date     Condition        Report By
 GN0464  HISTORY     - 1945     MONUMENTED       CGS
 GN0464  HISTORY     - 1952     GOOD             USGS
 GN0464  HISTORY     - 1961     SEE DESCRIPTION  CGS
 GN0464
 GN0464                          STATION DESCRIPTION
 GN0464
 GN0464'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (CAE)
 GN0464'STATION IS LOCATED ON A HIGH AND PROMINENT BUTTE KNOWN AS
 GN0464'CERRO PERDERNAL WHICH IS ABOUT 11 MILES WSW OF ABIQUIU.  THE
 GN0464'BUTTE IS CONSPICUOUS IN THE VICINITY AND IS SLIGHTLY HIGHER ON
 GN0464'THE NW END (THIS BEING THE END OF WHICH THE STATION IS LOCATED).
 GN0464'
 GN0464'TO REACH THE STATION FROM ABIQUIU, GO W ON U.S. HIGHWAY 84
 GN0464'FOR 9.5 MILES TO THE JUNCTION OF HIGHWAY 84 AND STATE HIGHWAY
 GN0464'96.  TURN LEFT ON HIGHWAY 96 AND CONTINUE FOR 7.9 MILES TO
 GN0464'THE AZIMUTH MARK ON THE RIGHT.  THIS IS AT A POINT WHERE A
 GN0464'LARGE CULVERT GOES UNDER THE HIGHWAY AND AN EARTH TANK CAN BE
 GN0464'SEEN ABOUT 1/4 MILE TO THE NW.  CONTINUE AHEAD FOR 0.8 MILE TO
 GN0464'A ROAD ON THE E EDGE OF YOUNGSVILLE LEADING TOWARD THE CHURCH
 GN0464'ON THE LEFT.  TURN LEFT, PASS TO THE RIGHT OF THE CHURCH AND
 GN0464'CONTINUE FOR 0.3 MILE TO A WIRE GATE.  PASS THROUGH THE GATE
 GN0464'AND CONTINUE ON THE MAIN ROAD FOR 0.6 MILE TO A LEFT FORK,
 GN0464'TURN LEFT AND CONTINUE FOR 1.5 MILES TO A WIRE GATE, PASS
 GN0464'THROUGH THIS GATE AND CONTINUE FOR ABOUT 100 FEET TO A DIM
 GN0464'TRACK ROAD LEADING LEFT (THIS IS AT THE TOP OF A SLIGHT
 GN0464'GRADE).  TURN LEFT AND CONTINUE FOR 1.6 MILES TO AN OPENING IN
 GN0464'THE TIMBER ON THE LEFT, TURN LEFT FOR ABOUT 0.1 MILE TO
 GN0464'THE END OF TRUCK TRAVEL.  FROM THIS POINT THE STATION IS
 GN0464'ABOUT 1-1/2 MILES SE.  PACK SE TO A FLAT GRASSY AREA, BEAR
 GN0464'LEFT UP THE TIMBERED SLOPE TO ANOTHER FLAT GRASSY AREA
 GN0464'AND THE STATION CAN BE SEEN DIRECTLY AHEAD.  PACK SLIGHTLY TO
 GN0464'THE RIGHT OF THE POINT TO AN OPENING GOING UP THROUGH THE
 GN0464'RIM, PASS THROUGH THE RIM AND BEAR LEFT TO THE NW END OF
 GN0464'THE BUTTE AND THE STATION.
 GN0464'
 GN0464'STATION MARK IS A BRONZE STATION DISK SET IN OUTCROPPING
 GN0464'BEDROCK, FLUSH, AND IS STAMPED DERNAL 1945.  IT IS 12 FEET
 GN0464'SE OF A VERY LARGE CAIRN WITH A POLE IN IT UNDER WHICH IS
 GN0464'BELIEVED TO BE THE U.S.G.S. STATION PEDERNAL.  A U.S.G.S.
 GN0464'REFERENCE MARK STAMPED PEDERNAL WAS FOUND AND IS 4.08 FEET
 GN0464'WNW OF THE U.S.C. AND G.S. STATION.
 GN0464'
 GN0464'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN OUTCROPPING
 GN0464'BEDROCK, ABOUT FLUSH, AND IS STAMPED DERNAL NO 1 1945.  IT
 GN0464'IS SE OF THE STATION AND ABOUT 1 FOOT LOWER.
 GN0464'
 GN0464'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN OUTCROPPING
 GN0464'BEDROCK, ABOUT FLUSH, AND IS STAMPED DERNAL NO 2 1945.  IT
 GN0464'IS WNW OF THE STATION AND ABOUT 2 FEET LOWER.
 GN0464'
 GN0464'AZIMUTH MARK IS A BRONZE BENCH-MARK DISK SET IN AN 8-INCH
 GN0464'SQUARE CONCRETE POST PROJECTING ABOUT 4 INCHES AND IS STAMPED
 GN0464'A 73 1934.  IT IS ABOUT 2 MILES NW OF THE STATION, 0.9 MILE
 GN0464'NE OF YOUNGSVILLE, 96 FEET NW OF THE CENTER LINE OF STATE
 GN0464'HIGHWAY 96, ABOUT 1/4 MILE SE OF AN EARTH TANK, AND 3 FEET
 GN0464'S OF A WITNESS POST.
 GN0464
 GN0464                          STATION RECOVERY (1952)
 GN0464
 GN0464'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1952 (ATW)
 GN0464'FOUND AS DESCRIBED.
 GN0464'
 GN0464'STATION MARK--A BRONZE USC AND GS STATION DISK, SET IN OUTCROPPING
 GN0464'BEDROCK, STAMPED ---DERNAL 1945---.
 GN0464'
 GN0464'REFERENCE MARKS--NONE.
 GN0464
 GN0464                          STATION RECOVERY (1961)
 GN0464
 GN0464'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (HWK)
 GN0464'REFERENCE MARK NO. 1, REFERENCE MARK NO. 2 AND A 73 WHICH
 GN0464'WAS USED AS THE AZIMUTH MARK WERE RECOVERED AS DESCRIBED
 GN0464'AND FOUND TO BE IN GOOD CONDITION.  THE STATION MARK WAS FOUND
 GN0464'TO BE DESTROYED.  A NEW STATION WAS ESTABLISHED BY THIS
 GN0464'PARTY AND CALLED DERNAL 2.
 GN0464'
 GN0464'SEE THE DESCRIPTION FOR DERNAL 2 FOR ANY ADDITIONAL INFORMATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0465 ***********************************************************************
 GN0465  DESIGNATION -  DERNAL 2
 GN0465  PID         -  GN0465
 GN0465  STATE/COUNTY-  NM/RIO ARRIBA
 GN0465  USGS QUAD   -  YOUNGSVILLE (1979)
 GN0465
 GN0465                         *CURRENT SURVEY CONTROL
 GN0465  ___________________________________________________________________
 GN0465* NAD 83(1992)-  36 09 47.64374(N)    106 30 13.68772(W)     ADJUSTED  
 GN0465* NAVD 88     -      3006.5    (meters)    9864.     (feet)  VERTCON   
 GN0465  ___________________________________________________________________
 GN0465  LAPLACE CORR-          -1.38  (seconds)                    DEFLEC99
 GN0465  GEOID HEIGHT-         -18.54  (meters)                     GEOID03
 GN0465
 GN0465  HORZ ORDER  -  SECOND
 GN0465
 GN0465.The horizontal coordinates were established by classical geodetic methods
 GN0465.and adjusted by the National Geodetic Survey in December 1993..
 GN0465
 GN0465.The NAVD 88 height was computed by applying the VERTCON shift value to
 GN0465.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GN0465
 GN0465.The Laplace correction was computed from DEFLEC99 derived deflections.
 GN0465
 GN0465.The geoid height was determined by GEOID03.
 GN0465
 GN0465;                    North         East     Units Scale Factor Converg.
 GN0465;SPC NM C     -   572,653.492   477,165.776   MT  0.99990642   -0 08 59.2
 GN0465;SPC NM C     - 1,878,780.67  1,565,501.38   sFT  0.99990642   -0 08 59.2
 GN0465;UTM  13      - 4,003,101.338   364,740.992   MT  0.99982542   -0 53 15.0
 GN0465
 GN0465!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GN0465!SPC NM C     -   0.99953127  x   0.99990642  =   0.99943774
 GN0465!UTM  13      -   0.99953127  x   0.99982542  =   0.99935677
 GN0465
 GN0465|---------------------------------------------------------------------|
 GN0465| PID    Reference Object                     Distance      Geod. Az  |
 GN0465|                                                           dddmmss.s |
 GN0465| GN0467 DERNAL RM 1                           5.872 METERS 14347     |
 GN0465| CD3346 DERNAL 2 RM 3                         4.038 METERS 17552     |
 GN0465| GN0463 PEDERNAL RM                           1.792 METERS 26958     |
 GN0465| CD3345 DERNAL RM 2                           7.113 METERS 28550     |
 GN0465| GN0466 PEDERNAL                              4.025 METERS 30521     |
 GN0465| GN0237 A 73                                               3150454.2 |
 GN0465|---------------------------------------------------------------------|
 GN0465
 GN0465                          SUPERSEDED SURVEY CONTROL
 GN0465
 GN0465  NAD 83(1986)-  36 09 47.64682(N)    106 30 13.69291(W) AD(       ) 2
 GN0465  NAD 27      -  36 09 47.58260(N)    106 30 11.56670(W) AD(       ) 2
 GN0465  NGVD 29 (07/19/86) 3005.3    (m)         9860.     (f) VERT ANG       
 GN0465
 GN0465.Superseded values are not recommended for survey control.
 GN0465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0465.See file dsdata.txt to determine how the superseded data were derived.
 GN0465
 GN0465_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCA6474103101(NAD 83)
 GN0465_MARKER: DS = TRIANGULATION STATION DISK
 GN0465_SETTING: 66 = SET IN ROCK OUTCROP
 GN0465
 GN0465  HISTORY     - Date     Condition        Report By
 GN0465  HISTORY     - 1961     MONUMENTED       CGS
 GN0465
 GN0465                          STATION DESCRIPTION
 GN0465
 GN0465'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 GN0465'THE STATION IS ON THE WEST END OF THE TOP OF A HIGH AND VERY
 GN0465'PROMINENT BUTTE KNOWN AS CERRO PEDERNAL WHICH IS APPROXIMATELY
 GN0465'11 MILES WEST OF ABIQUIU, 7 MILES EAST OF COYOTE, 4 MILES
 GN0465'NORTHEAST OF ENCINO LOOKOUT TOWER AND 3 MILES SOUTHEAST OF
 GN0465'STATE HIGHWAY 96.
 GN0465'
 GN0465'TO REACH THE STATION FROM THE SMALL VILLAGE OF YOUNGSVILLE
 GN0465'WHICH IS APPROXIMATELY 4 MILES NORTHEAST OF COYOTE, GO SOUTHEAST
 GN0465'ON THE GRADED DIRT ROAD WHICH PASSES TO THE SOUTHWEST SIDE OF
 GN0465'A CHURCH FOR 0.25 MILE TO A WIRE GATE.  PASS THROUGH THE GATE
 GN0465'AND CONTINUE SOUTHEAST ON THE MAIN DIRT ROAD FOR 2.15 MILES
 GN0465'TO A METAL FRAMED WIRE GATE.  PASS THROUGH THE GATE AND CONTINUE
 GN0465'SOUTHEAST ON THE MAIN ROAD FOR 1.6 MILES TO A TRACK ROAD ON
 GN0465'THE LEFT AND A TRIANGLE BLAZE ON AN 8-INCH PINE TREE ON THE
 GN0465'RIGHT.  TURN LEFT AND FOLLOW THE TRACK ROAD NORTHEASTERLY FOR
 GN0465'1.8 MILES TO A DIM TRACK ROAD ON THE RIGHT APPROXIMATELY 150
 GN0465'FEET BEFORE REACHING THE NORTH END OF A CLEARING.  (AT THIS
 GN0465'POINT THE STATION HILL CAN BE SEEN APPROXIMATELY 2 MILES
 GN0465'TO THE EAST.) TURN RIGHT, EAST, ON THE DIM TRACK ROAD,
 GN0465'PICKING WAY THROUGH THE TIMBER FOR 0.1 MILE TO THE END OF
 GN0465'TRUCK TRAVEL.  PACK EAST OVER TWO STEEP RIDGES AND UP A STEEP
 GN0465'ROCKY SLOPE FOR APPROXIMATELY 2 HOURS TO THE BASE OF THE
 GN0465'SHEER ROCKY CLIFF.  BEAR RIGHT AROUND THE SOUTH SIDE OF THE
 GN0465'CLIFF TO A POLE LEANING AGAINST THE CLIFF.  AT THIS POINT PICK
 GN0465'WAY UP THE STEEP CLIFF TO THE TOP OF THE HILL AND THEN BEAR
 GN0465'LEFT TO THE WEST END OF THE HILL AND THE STATION.
 GN0465'
 GN0465'STATION MARK IS A STANDARD DISK STAMPED DERNAL 2 1961 AND IS
 GN0465'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK.  IT IS
 GN0465'APPROXIMATELY 26 FEET EAST OF THE WEST END OF THE HILL.
 GN0465'
 GN0465'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED DERNAL NO 1 1945,
 GN0465'IS CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK.
 GN0465'
 GN0465'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED DERNAL NO 2 1945,
 GN0465'IS CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK.
 GN0465'
 GN0465'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED DERNAL 2 NO 3
 GN0465'1961, IS CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK.
 GN0465'IT IS ON THE SOUTHEAST SLOPE OF THE HILL AND APPROXIMATELY
 GN0465'2 FEET LOWER IN ELEVATION THAN THE STATION.
 GN0465'
 GN0465'AZIMUTH MARK, A U.S. COAST AND GEODETIC SURVEY BENCH MARK DISK
 GN0465'STAMPED A 73 1934, IS SET IN A SQUARE CONCRETE POST WHICH
 GN0465'PROJECTS 4 INCHES.  IT IS 197.5 FEET NORTH OF THE WEST EDGE OF
 GN0465'A CONCRETE CULVERT, 94 FEET NORTHWEST OF THE CENTER OF STATE
 GN0465'HIGHWAY 96, 1.5 FEET EAST OF A METAL WITNESS POST AND
 GN0465'APPROXIMATELY 15 FEET LOWER IN ELEVATION THAN THE HIGHWAY.
 GN0465'
 GN0465'U.S.G.S. STATION MARK, A U.S. GEOLOGICAL STATION MARK DISK STAMPED
 GN0465'VA 9846, IS CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK
 GN0465'WHICH PROJECTS 2 INCHES.  IT IS 8 FEET EAST OF THE WEST EDGE OF
 GN0465'THE HILL.
 GN0465'
 GN0465'U.S.G.S. REFERENCE MARK, A U.S. GEOLOGICAL REFERENCE MARK DISK
 GN0465'STAMPED PEDERNAL, IS CEMENTED IN A DRILL HOLE IN OUTCROPPING
 GN0465'BEDROCK.
 GN0465'
 GN0465'TO REACH THE AZIMUTH MARK FROM THE SMALL VILLAGE OF YOUNGSVILLE,
 GN0465'GO NORTHEASTERLY ON STATE HIGHWAY 96 FOR 0.45 MILE TO A CATTLE
 GN0465'GUARD ACROSS THE HIGHWAY.  CROSS THE CATTLE GUARD AND CONTINUE
 GN0465'NORTHEAST ON HIGHWAY 96 FOR 0.45 MILE TO THE AZIMUTH MARK ON
 GN0465'THE LEFT.
 GN0465'
 GN0465'NOTE--REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
 GN0465'(2-1/2 HOUR PACK)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0605 ***********************************************************************
 EP0605  DESIGNATION -  DERRICK
 EP0605  PID         -  EP0605
 EP0605  STATE/COUNTY-  NM/GUADALUPE
 EP0605  USGS QUAD   -  GACHO HILL (1981)
 EP0605
 EP0605                         *CURRENT SURVEY CONTROL
 EP0605  ___________________________________________________________________
 EP0605* NAD 83(1992)-  34 23 27.45394(N)    105 01 42.36272(W)     ADJUSTED  
 EP0605* NAVD 88     -      1727.     (meters)    5666.     (feet)  SCALED    
 EP0605  ___________________________________________________________________
 EP0605  LAPLACE CORR-          -6.18  (seconds)                    DEFLEC99
 EP0605  GEOID HEIGHT-         -21.90  (meters)                     GEOID03
 EP0605
 EP0605  HORZ ORDER  -  FIRST
 EP0605
 EP0605.The horizontal coordinates were established by classical geodetic methods
 EP0605.and adjusted by the National Geodetic Survey in December 1993..
 EP0605
 EP0605.The orthometric height was scaled from a topographic map.
 EP0605
 EP0605.The Laplace correction was computed from DEFLEC99 derived deflections.
 EP0605
 EP0605.The geoid height was determined by GEOID03.
 EP0605
 EP0605;                    North         East     Units Scale Factor Converg.
 EP0605;SPC NM E     -   376,239.465   101,084.196   MT  0.99995943   -0 23 33.5
 EP0605;SPC NM E     - 1,234,378.98    331,640.40   sFT  0.99995943   -0 23 33.5
 EP0605;SPC NM C     -   376,693.456   612,326.331   MT  1.00005547   +0 41 24.2
 EP0605;SPC NM C     - 1,235,868.45  2,008,940.64   sFT  1.00005547   +0 41 24.2
 EP0605;UTM  13      - 3,805,506.532   497,386.264   MT  0.99960008   -0 00 57.8
 EP0605
 EP0605!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EP0605!SPC NM E     -   0.99973244  x   0.99995943  =   0.99969189
 EP0605!SPC NM C     -   0.99973244  x   1.00005547  =   0.99978790
 EP0605!UTM  13      -   0.99973244  x   0.99960008  =   0.99933263
 EP0605
 EP0605:                Primary Azimuth Mark                     Grid Az
 EP0605:SPC NM E     -  DERRICK AZ MK                            127 55 48.6
 EP0605:SPC NM C     -  DERRICK AZ MK                            126 50 50.9
 EP0605:UTM  13      -  DERRICK AZ MK                            127 33 12.9
 EP0605
 EP0605|---------------------------------------------------------------------|
 EP0605| PID    Reference Object                     Distance      Geod. Az  |
 EP0605|                                                           dddmmss.s |
 EP0605| CJ6197 DERRICK AZ MK                                      1273215.1 |
 EP0605| EP0607 MORGAN                              APPROX.11.3 KM 1843703.2 |
 EP0605| CJ6198 DERRICK RM 1                         23.320 METERS 23234     |
 EP0605| CJ6199 DERRICK RM 2                         19.810 METERS 32312     |
 EP0605|---------------------------------------------------------------------|
 EP0605
 EP0605                          SUPERSEDED SURVEY CONTROL
 EP0605
 EP0605  NAD 83(1986)-  34 23 27.46054(N)    105 01 42.36273(W) AD(       ) 1
 EP0605  NAD 27      -  34 23 27.19000(N)    105 01 40.38200(W) AD(       ) 1
 EP0605
 EP0605.Superseded values are not recommended for survey control.
 EP0605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EP0605.See file dsdata.txt to determine how the superseded data were derived.
 EP0605
 EP0605_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDU9738605507(NAD 83)
 EP0605_MARKER: DS = TRIANGULATION STATION DISK
 EP0605_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 EP0605_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EP0605
 EP0605  HISTORY     - Date     Condition        Report By
 EP0605  HISTORY     - 1934     MONUMENTED       CGS
 EP0605  HISTORY     - 1962     GOOD             CGS
 EP0605  HISTORY     - 1969     GOOD             USAF
 EP0605  HISTORY     - 1974     GOOD             USGS
 EP0605  HISTORY     - 1974     GOOD             USGS
 EP0605
 EP0605                          STATION DESCRIPTION
 EP0605
 EP0605'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 EP0605'ABOUT 16 MILES AIR LINE SOUTHEAST OF VAUGHN, ABOUT 1 MILE EAST
 EP0605'OF AN OLD WELL DERRICK WHICH IS A LANDMARK, AND THE HIGHEST
 EP0605'POINT OF A DIVIDE WHICH IS 0.7 MILE WEST OF STATE HIGHWAY 2
 EP0605'(U.S. HIGHWAY 285).  TO REACH FROM THE ATCHISON, TOPEKA AND
 EP0605'SANTA FE RAILWAY DEPOT AT EAST VAUGHN GO EAST 10.8 MILES ON
 EP0605'U.S. HIGHWAY 60, FOLLOW STATE HIGHWAY 2 (U.S. HIGHWAY 285) SOUTH
 EP0605'7.9 MILES TO A DUGOUT AT THE EAST SIDE OF A ROAD (HOMESTEAD
 EP0605'OF C.A. STAR), TURN RIGHT (WEST) AND GO 0.7 MILE ACROSS
 EP0605'COUNTRY TO TOP OF DIVIDE AND THE STATION.  THE STATION,
 EP0605'AZIMUTH, AND REFERENCE MARKS ARE DISKS SET IN CONCRETE.
 EP0605'REFERENCE MARK NO. 1 IS 23.32
 EP0605'METERS (76.5 FEET) FROM STATION S 52 DEG 34 MIN W,
 EP0605'AND NO. 2 IS 19.81 METERS (65.0 FEET) FROM STATION,
 EP0605'N 36 DEG 48 MIN W.  THE AZIMUTH MARK IS 28.0 FEET EAST OF THE
 EP0605'CENTER LINE OF STATE HIGHWAY 2, AND 2.1 MILES FROM STATION
 EP0605'S 52 DEG 28 MIN E.
 EP0605
 EP0605                          STATION RECOVERY (1962)
 EP0605
 EP0605'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (REA)
 EP0605'THE STATION, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 EP0605'CONDITION.  THE AZIMUTH MARK WAS NOT SEARCHED FOR.  ADDITIONAL
 EP0605'MEASUREMENTS WERE MADE--R.M. 1 IS 11.5 FEET SOUTH OF A FENCE.
 EP0605'R.M. 2 IS 88.0 FEET NORTH OF THE FENCE.  A NEW DESCRIPTION TO
 EP0605'REACH THE STATION FOLLOWS.  FROM THE POST OFFICE IN EAST VAUGHN,
 EP0605'GO EAST ON U.S. HIGHWAYS 285, 54 AND 60 FOR 0.6 MILE TO A FORK,
 EP0605'CONTINUE EAST AND SOUTH ON HIGHWAY 285 FOR 15.8 MILES TO A
 EP0605'SIDE ROAD RIGHT AND SIGN LEWIS-SANDERS RANCH 9 MILES.  TURN
 EP0605'RIGHT, PASS THROUGH A METAL GATE, TURN RIGHT AND PASS THROUGH
 EP0605'ANOTHER GATE, TURN LEFT AND GO WEST ALONG NORTH SIDE OF
 EP0605'FENCE FOR 0.9 MILE TO TOP OF RIDGE AND STATION.
 EP0605'
 EP0605'AN ASTRO PARTY VISITED THIS STATION.
 EP0605'
 EP0605'NOTE--THE STATION MARK IS 35.5 FEET NORTH OF THE FENCE.
 EP0605
 EP0605                          STATION RECOVERY (1969)
 EP0605
 EP0605'RECOVERY NOTE BY US AIR FORCE 1969
 EP0605'STATION AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 EP0605'THE AZIMUTH MARK WAS SEARCHED FOR, BUT NOT FOUND.
 EP0605'
 EP0605'STATION IS APPROXIMATELY 16 MILES SOUTHEAST OF VAUGHN, NEW MEXICO,
 EP0605'AND 35 FEET NORTH OF AN EAST-WEST FENCELINE.
 EP0605'
 EP0605'A NEW ROUTE DESCRIPTION IS AS FOLLOWS--
 EP0605'
 EP0605'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 285,
 EP0605'60, AND 54 AT THE EAST EDGE OF VAUGHN, NEW MEXICO, GO SOUTHEAST
 EP0605'ON U.S. HIGHWAY 285 FOR 17.5 MILES TO A GATE ON THE RIGHT.
 EP0605'ENTER GATE, AND TAKE SHARP RIGHT (NORTH) THROUGH ANOTHER WIRE
 EP0605'GATE.  GO WEST ALONG THE NORTH SIDE OF AN EAST-WEST FENCELINE
 EP0605'FOR 1.0 MILE ON A DIM TRACK ROAD TO THE TOP OF THE HIGHEST
 EP0605'RIDGELINE AND THE STATION ON THE RIGHT.
 EP0605
 EP0605                          STATION RECOVERY (1974)
 EP0605
 EP0605'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974 (JTD)
 EP0605'TO REACH THE STATION FROM THE JUNCTION OF U.S. HWY. 285 AND
 EP0605'U.S. HWY. 60 AT THE EAST EDGE OF VAUGHN, N. MEX., GO S.E. ON
 EP0605'U.S. HWY. 285 FOR 17.5 MILES (0.5 MI. S. OF MILE POST 188).
 EP0605'TURN RIGHT OFF HWY. AND CROSS CATTLEGUARD.  THEN DRIVE NW
 EP0605'ALONG FENCE FOR 0.1 MILE TO GATE.  PASS THROUGH GATE AND FOLLOW
 EP0605'TRACK ROAD WEST ALONG FENCE FOR 1.0 MILE TO STATION SITE.
 EP0605'
 EP0605'STATION MARK AND R.M.S FOUND IN GOOD CONDITION.
 EP0605
 EP0605                          STATION RECOVERY (1974)
 EP0605
 EP0605'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 EP0605'DESCRIPTION AND POSITION LISTED IN NGS QUAD 34105-2, STATION 1003.
 EP0605'
 EP0605'RECOVERED AND REDESCRIBED BY USGS IN 1974 AS FOLLOWS
 EP0605'
 EP0605'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 285 AND U.S.
 EP0605'HIGHWAY 60 AT THE E. EDGE OF VAUGHN, NEW MEXICO, GO SE. ON U.S.
 EP0605'HIGHWAY 285 FOR 17.5 MI. (0.5 MI. S. OF MILE POST 188).  TURN RIGHT
 EP0605'OFF HIGHWAY AND CROSS CATTLEGUARD.  THEN DRIVE NW. ALONG FENCE FOR
 EP0605'0.1 MI. TO GATE.  PASS THROUGH GATE AND FOLLOW TRACK RD. W. ALONG
 EP0605'FENCE FOR 1.0 MI. TO STATION SITE.
 EP0605'
 EP0605'STATION MARK--USC AND GS DISK SET IN CONCRETE POST, PROJECTING 0.6
 EP0605'FT., STAMPED---DERRICK 1934---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1517 ***********************************************************************
 GL1517  DESIGNATION -  DES MOINES
 GL1517  PID         -  GL1517
 GL1517  STATE/COUNTY-  NM/UNION
 GL1517  USGS QUAD   -  DES MOINES (1972)
 GL1517
 GL1517                         *CURRENT SURVEY CONTROL
 GL1517  ___________________________________________________________________
 GL1517* NAD 83(1992)-  36 45 22.53822(N)    103 49 45.00085(W)     ADJUSTED  
 GL1517* NAVD 88     -      2026.4    (meters)    6648.     (feet)  VERTCON   
 GL1517  ___________________________________________________________________
 GL1517  LAPLACE CORR-          -6.65  (seconds)                    DEFLEC99
 GL1517  GEOID HEIGHT-         -19.23  (meters)                     GEOID03
 GL1517
 GL1517  HORZ ORDER  -  FIRST
 GL1517
 GL1517.The horizontal coordinates were established by classical geodetic methods
 GL1517.and adjusted by the National Geodetic Survey in December 1993..
 GL1517
 GL1517.The NAVD 88 height was computed by applying the VERTCON shift value to
 GL1517.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GL1517
 GL1517.The Laplace correction was computed from DEFLEC99 derived deflections.
 GL1517
 GL1517.The geoid height was determined by GEOID03.
 GL1517
 GL1517;                    North         East     Units Scale Factor Converg.
 GL1517;SPC NM E     -   638,548.061   210,015.607   MT  0.99993405   +0 18 06.1
 GL1517;SPC NM E     - 2,094,969.76    689,026.20   sFT  0.99993405   +0 18 06.1
 GL1517;UTM  13      - 4,068,473.174   604,509.786   MT  0.99973456   +0 42 02.5
 GL1517
 GL1517!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GL1517!SPC NM E     -   0.99968511  x   0.99993405  =   0.99961918
 GL1517!UTM  13      -   0.99968511  x   0.99973456  =   0.99941975
 GL1517
 GL1517|---------------------------------------------------------------------|
 GL1517| PID    Reference Object                     Distance      Geod. Az  |
 GL1517|                                                           dddmmss.s |
 GL1517| CM7933 DES MOINES RM 1                      41.290 METERS 06916     |
 GL1517| CM7935 DES MOINES RM 3                      41.288 METERS 06916     |
 GL1517| GL1081 J 293                               APPROX. 3.1 KM 1420346.6 |
 GL1517| CM7934 DES MOINES RM 2                       7.896 METERS 16525     |
 GL1517|---------------------------------------------------------------------|
 GL1517
 GL1517                          SUPERSEDED SURVEY CONTROL
 GL1517
 GL1517  NAD 83(1992)-  36 45 22.54617(N)    103 49 44.99704(W) AD(       ) 1
 GL1517  NAD 83(1986)-  36 45 22.54615(N)    103 49 44.99601(W) AD(       ) 1
 GL1517  NAD 27      -  36 45 22.45490(N)    103 49 43.12760(W) AD(       ) 1
 GL1517  NGVD 29 (07/19/86) 2025.4    (m)         6645.     (f) VERT ANG       
 GL1517
 GL1517.Superseded values are not recommended for survey control.
 GL1517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1517.See file dsdata.txt to determine how the superseded data were derived.
 GL1517
 GL1517_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA0451068473(NAD 83)
 GL1517_MARKER: DS = TRIANGULATION STATION DISK
 GL1517_SETTING: 66 = SET IN ROCK OUTCROP
 GL1517_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GL1517+SATELLITE: SATELLITE OBSERVATIONS - August 10, 2005
 GL1517
 GL1517  HISTORY     - Date     Condition        Report By
 GL1517  HISTORY     - 1922     MONUMENTED       CGS
 GL1517  HISTORY     - 1960     GOOD             CGS
 GL1517  HISTORY     - 1963     GOOD             CGS
 GL1517  HISTORY     - 1970     GOOD             TPC
 GL1517  HISTORY     - 20040806 GOOD             USPSQD
 GL1517  HISTORY     - 20050810 GOOD             USPSQD
 GL1517
 GL1517                          STATION DESCRIPTION
 GL1517
 GL1517'DESCRIBED BY COAST AND GEODETIC SURVEY 1922 (CMD)
 GL1517'ON HIGH GROUND, ABOUT 300 METERS (984 FEET) SOUTH OF COLORADO
 GL1517'AND SOUTHERN DEPOT AT DES MOINES, 200 METERS (656 FEET) WEST
 GL1517'OF THE TRACK, AND ABOUT 300 METERS (984 FEET) SOUTHEAST OF THE
 GL1517'BRICK HIGH SCHOOL.  THE STATION AND REFERENCE MARKS ARE STANDARD
 GL1517'DISKS SET IN ROCK.  REFERENCE MARK
 GL1517'NO. 1 IS 41.29 METERS (135.5 FEET) FROM THE STATION N 69 DEG
 GL1517'16 MIN E, AND NO. 2 IS 7.89 METERS (25.9 FEET) FROM THE
 GL1517'STATION.  T. 29 N., R. 29 E., SEC.
 GL1517'10, SOUTHEAST CORNER, DES MOINES TOWNSITE MAY BE USED AS AN
 GL1517'AZIMUTH MARK.
 GL1517
 GL1517                          STATION RECOVERY (1960)
 GL1517
 GL1517'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HWK)
 GL1517'THE STATION MARK AND REFERENCE MARK NO. 2 WERE RECOVERED
 GL1517'AND FOUND TO BE IN GOOD CONDITION.  REFERENCE MARK NO. 1 DISK
 GL1517'HAD BEEN DESTROYED BUT THE DRILL HOLE IN THE BOULDER WAS
 GL1517'FOUND.  A NEW REFERENCE MARK NO. 3 WAS CEMENTED IN THE SAME
 GL1517'DRILL HOLE AS REFERENCE MARK NO. 1 WAS.
 GL1517'
 GL1517'A COMPLETE NEW DESCRIPTION FOLLOWS--THE STATION IS ABOUT 1/2
 GL1517'MILE SOUTHEAST OF DES MOINES AND 1/4 MILE WEST OF U.S. HIGHWAY
 GL1517'64, ON HIGH GROUND, IN A FENCED IN AREA WHICH IS JUST WEST
 GL1517'OF A GROUP OF HOUSES, IN SECTION 10, T. 29 N., R. 29 E.
 GL1517'
 GL1517'TO REACH THE STATION FROM THE POST OFFICE IN DES MOINES, GO
 GL1517'SOUTH ON THE STREET 0.2 MILE TO THE ENTRANCE TO SCHOOL HOUSE
 GL1517'ON THE LEFT.  KEEP STRAIGHT AHEAD FOR 0.15 MILE TO A STREET
 GL1517'ON THE LEFT.  TURN LEFT AND GO EAST 0.1 MILE TO A STREET ON
 GL1517'THE RIGHT.  CONTINUE EAST ON A TRACK ROAD BETWEEN THE FENCE
 GL1517'LINES FOR 0.1 MILE TO STATION ON THE RIGHT.
 GL1517'
 GL1517'STATION MARK, A STANDARD DISK STAMPED DES MOINES 1922, IS
 GL1517'CEMENTED IN A DRILL HOLE IN A BOULDER WHICH IS ABOUT 2 FEET
 GL1517'LONG AND 1 FOOT IN WIDTH AND PROJECTS ABOVE THE GROUND 2 INCHES.
 GL1517'IT IS 274 FEET WEST OF THE NORTHEAST CORNER OF FENCE, AND 43
 GL1517'FEET SOUTH OF A METAL WITNESS POST.
 GL1517'
 GL1517'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED DES MOINS LARLAC
 GL1517'NO 2 1922, IS CEMENTED IN A DRILL HOLE IN A BOULDER WHICH
 GL1517'IS ABOUT 2 FEET LONG AND 1 FOOT IN WIDTH AND PROJECTS ABOVE
 GL1517'THE GROUND ABOUT 1 INCH.  IT IS 69 FEET SOUTH OF A METAL WITNESS
 GL1517'POST.
 GL1517'
 GL1517'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED DES MOINES NO
 GL1517'3 1922, IS CEMENTED IN A DRILL HOLE IN A BOULDER WHICH IS ABOUT
 GL1517'3 FEET LONG AND 2 FEET IN WIDTH AND PROJECTS ABOVE THE GROUND
 GL1517'ABOUT 6 INCHES.  IT IS 143 FEET WEST OF THE NORTHEAST CORNER
 GL1517'OF FENCE AND 1 FOOT NORTH OF THE FENCE.
 GL1517'
 GL1517'J 293 1955, A STANDARD U.S. COAST AND GEODETIC SURVEY BENCH
 GL1517'MARK DISK, STAMPED J 293 1955, IS SET IN A ROUND CONCRETE
 GL1517'POST WHICH PROJECTS 2 INCHES.  IT IS 105 FEET NORTHEAST OF THE
 GL1517'CENTER LINE OF U.S. HIGHWAY 64, 48 FEET SOUTHWEST OF THE SOUTH
 GL1517'RAIL OF THE RAILROAD TRACKS, 8 FEET SOUTHWEST OF A TELEPHONE
 GL1517'POLE, AND 2.5 FEET NORTHEAST OF A WHITE WITNESS POST.
 GL1517'
 GL1517'TO REACH THE BENCH MARK FROM THE STATION, GO EAST ON THE
 GL1517'TRACK ROAD 0.15 MILE TO A TRACK ROAD ON THE LEFT.  TURN LEFT
 GL1517'AND GO NORTHEASTERLY BETWEEN TWO HOUSES FOR 0.05 MILE TO
 GL1517'U.S. HIGHWAY 64.  TURN RIGHT AND GO SOUTHERLY ON HIGHWAY 64
 GL1517'FOR 1.3 MILES TO A SIDE ROAD ON THE LEFT.  CONTINUE ON HIGHWAY
 GL1517'64 FOR 0.65 MILE TO A ROAD ON THE RIGHT AND THE BENCH MARK
 GL1517'ON THE LEFT.
 GL1517'
 GL1517'NOTE--REFERENCE MARKS WERE MEASURED WITH A 5 KG. TAPE TENSION.
 GL1517
 GL1517                          STATION RECOVERY (1963)
 GL1517
 GL1517'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CKP)
 GL1517'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 GL1517'CONDITION.  THE POST OFFICE IN DES MOINES HAS BEEN MOVED,
 GL1517'A NEW DESCRIPTION TO REACH THE STATION FOLLOWS--
 GL1517'
 GL1517'FROM THE POST OFFICE, GO SOUTHEAST FOR 1 BLOCK, THIS IS THE
 GL1517'CORNER THE POST OFFICE USED TO BE LOCATED, THE DESCRIPTION
 GL1517'FROM HERE ON IS CORRECT AND ADEQUATE.
 GL1517'
 GL1517'ASTRO PARTY 621 VISITED THIS STATION.
 GL1517
 GL1517                          STATION RECOVERY (1970)
 GL1517
 GL1517'RECOVERY NOTE BY US ARMY TOPOGRAPHIC COMMAND (NOW DMA) 1970 (WOK)
 GL1517'THE STATION MARK, AZIMUTH MARK AND REFERENCE MARKS WERE
 GL1517'RECOVERED AND FOUND TO BE IN GOOD CONDITION.  A SPIRIT LEVELING
 GL1517'CONNECTION WAS MADE TO THIS STATION FROM USC AND GS BENCH
 GL1517'MARKS H 293 1955 AND D 55 1934.  IT WAS FOUND THAT THE VERTICAL
 GL1517'ANGLE ELEVATION LISTED FOR THIS STATION (6645 FEET) IS IN
 GL1517'ERROR ABOUT 11.6 FEET, THE ACTUAL ELEVATION BEING 6634.4
 GL1517'FT.
 GL1517'
 GL1517'GRAVITY MEASUREMENTS ARE BEING MADE AT THIS STATION.
 GL1517'
 GL1517'THE EXISTING DESCRIPTION IS ADEQUATE.
 GL1517
 GL1517                          STATION RECOVERY (2004)
 GL1517
 GL1517'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 GL1517'FOUND THE MARK
 GL1517'R1 FOUND
 GL1517'R2 FOUND
 GL1517'AZ NOT LOOK FOR.
 GL1517
 GL1517                          STATION RECOVERY (2005)
 GL1517
 GL1517'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 GL1517'FOUND AS DESCRIBED.
 GL1517'MARK FOUND.
 GL1517'R1 FOUND.
 GL1517'R2 FOUND.
 GL1517'AZ NOT LOOKED FOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1518 ***********************************************************************
 GL1518  DESIGNATION -  DES MOINES SCHOOLHOUSE CHIMNEY
 GL1518  PID         -  GL1518
 GL1518  STATE/COUNTY-  NM/UNION
 GL1518  USGS QUAD   -  DES MOINES (1972)
 GL1518
 GL1518                         *CURRENT SURVEY CONTROL
 GL1518  ___________________________________________________________________
 GL1518* NAD 83(1992)-  36 45 28.54626(N)    103 50 03.27046(W)     ADJUSTED  
 GL1518* NAVD 88     -                                                        
 GL1518  ___________________________________________________________________
 GL1518  LAPLACE CORR-          -6.51  (seconds)                    DEFLEC99
 GL1518  GEOID HEIGHT-         -19.21  (meters)                     GEOID03
 GL1518
 GL1518  HORZ ORDER  -  THIRD
 GL1518
 GL1518.The horizontal coordinates were established by classical geodetic methods
 GL1518.and adjusted by the National Geodetic Survey in December 1993..
 GL1518
 GL1518
 GL1518.The Laplace correction was computed from DEFLEC99 derived deflections.
 GL1518
 GL1518.The geoid height was determined by GEOID03.
 GL1518
 GL1518;                    North         East     Units Scale Factor Converg.
 GL1518;SPC NM E     -   638,730.875   209,561.515   MT  0.99993355   +0 17 55.2
 GL1518;SPC NM E     - 2,095,569.55    687,536.40   sFT  0.99993355   +0 17 55.2
 GL1518;UTM  13      - 4,068,652.785   604,054.523   MT  0.99973339   +0 41 51.7
 GL1518
 GL1518                          SUPERSEDED SURVEY CONTROL
 GL1518
 GL1518  NAD 83(1992)-  36 45 28.55381(N)    103 50 03.26721(W) AD(       ) 4
 GL1518  NAD 83(1986)-  36 45 28.55429(N)    103 50 03.26275(W) AD(       ) 4
 GL1518  NAD 27      -  36 45 28.47000(N)    103 50 01.39000(W) AD(       ) 3
 GL1518
 GL1518.Superseded values are not recommended for survey control.
 GL1518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1518.See file dsdata.txt to determine how the superseded data were derived.
 GL1518
 GL1518_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA0405568653(NAD 83)
 GL1518_MARKER: 85 = CHIMNEY
 GL1518
 GL1518  HISTORY     - Date     Condition        Report By
 GL1518  HISTORY     - 1945     FIRST OBSERVED   CGS
 GL1518
 GL1518                          STATION DESCRIPTION
 GL1518
 GL1518'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1306 ***********************************************************************
 CX1306  DESIGNATION -  DESERT STA 2
 CX1306  PID         -  CX1306
 CX1306  STATE/COUNTY-  NM/OTERO
 CX1306  USGS QUAD   -  DESERT (1955)
 CX1306
 CX1306                         *CURRENT SURVEY CONTROL
 CX1306  ___________________________________________________________________
 CX1306* NAD 83(1992)-  32 12 30.47748(N)    106 11 34.46738(W)     ADJUSTED  
 CX1306* NAVD 88     -      1245.118  (meters)    4085.02   (feet)  ADJUSTED  
 CX1306  ___________________________________________________________________
 CX1306  LAPLACE CORR-           3.97  (seconds)                    DEFLEC99
 CX1306  GEOID HEIGHT-         -23.38  (meters)                     GEOID03
 CX1306  DYNAMIC HT  -        1243.278 (meters)    4078.99  (feet)  COMP
 CX1306  MODELED GRAV-     979,118.6   (mgal)                       NAVD 88
 CX1306
 CX1306  HORZ ORDER  -  THIRD
 CX1306  VERT ORDER  -  FIRST     CLASS II
 CX1306
 CX1306.The horizontal coordinates were established by classical geodetic methods
 CX1306.and adjusted by the National Geodetic Survey in December 1993..
 CX1306.No horizontal observational check was made to the station.
 CX1306
 CX1306.The orthometric height was determined by differential leveling
 CX1306.and adjusted by the National Geodetic Survey in June 1991..
 CX1306
 CX1306.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1306
 CX1306.The geoid height was determined by GEOID03.
 CX1306
 CX1306.The dynamic height is computed by dividing the NAVD 88
 CX1306.geopotential number by the normal gravity value computed on the
 CX1306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX1306.degrees latitude (g = 980.6199 gals.).
 CX1306
 CX1306.The modeled gravity was interpolated from observed gravity values.
 CX1306
 CX1306;                    North         East     Units Scale Factor Converg.
 CX1306;SPC NM C     -   133,982.647   505,382.060   MT  0.99990036   +0 01 49.5
 CX1306;SPC NM C     -   439,574.73  1,658,074.31   sFT  0.99990036   +0 01 49.5
 CX1306;UTM  13      - 3,564,166.805   387,575.650   MT  0.99975587   -0 38 09.2
 CX1306
 CX1306!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1306!SPC NM C     -   0.99980821  x   0.99990036  =   0.99970859
 CX1306!UTM  13      -   0.99980821  x   0.99975587  =   0.99956412
 CX1306
 CX1306:                Primary Azimuth Mark                     Grid Az
 CX1306:SPC NM C     -  DESERT STATION AZ MK                     039 02 47.1
 CX1306:UTM  13      -  DESERT STATION AZ MK                     039 42 45.8
 CX1306
 CX1306|---------------------------------------------------------------------|
 CX1306| PID    Reference Object                     Distance      Geod. Az  |
 CX1306|                                                           dddmmss.s |
 CX1306| CX1553 DESERT STATION AZ MK                475.762 METERS 0390436.6 |
 CX1306| CC7248 DESERT STA 2 RM 3                    24.527 METERS 04045     |
 CX1306| CX1551 DESERT STATION                       47.461 METERS 13934     |
 CX1306| CC7249 DESERT STA 2 RM 4                    23.020 METERS 30553     |
 CX1306|---------------------------------------------------------------------|
 CX1306
 CX1306                          SUPERSEDED SURVEY CONTROL
 CX1306
 CX1306  NAD 83(1986)-  32 12 30.48094(N)    106 11 34.46524(W) AD(       ) 3
 CX1306  NAD 27      -  32 12 30.13380(N)    106 11 32.52840(W) AD(       ) 3
 CX1306
 CX1306.Superseded values are not recommended for survey control.
 CX1306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1306.See file dsdata.txt to determine how the superseded data were derived.
 CX1306
 CX1306_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR8757664167(NAD 83)
 CX1306_MARKER: DS = TRIANGULATION STATION DISK
 CX1306_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX1306_SP_SET: CONCRETE POST
 CX1306_STAMPING: DESERT STA 2 1964
 CX1306_MARK LOGO: CGS   
 CX1306_PROJECTION: PROJECTING 6 CENTIMETERS
 CX1306_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX1306+STABILITY: SURFACE MOTION
 CX1306
 CX1306  HISTORY     - Date     Condition        Report By
 CX1306  HISTORY     - 1964     MONUMENTED       CGS
 CX1306  HISTORY     - 1980     GOOD             NGS
 CX1306  HISTORY     - 1981     GOOD             NGS
 CX1306
 CX1306                          STATION DESCRIPTION
 CX1306
 CX1306'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (RAE)
 CX1306'THE STATION IS ABOUT 16-1/2 MILES NORTH OF NEWMAN AND 13
 CX1306'MILES SOUTH OF OROGRANDE, ALONG THE WEST SIDE OF U.S. HIGHWAY
 CX1306'54, OPPOSITE THE SOUTHERN PACIFIC DESERT RAILROAD SIDING.
 CX1306'
 CX1306'TO REACH THE STATION FROM THE POST OFFICE IN NEWMAN, GO
 CX1306'NORTHERLY ON U.S. HIGHWAY 54 FOR 16.6 MILES TO STATION ON
 CX1306'THE LEFT.  CONTINUE ON THE HIGHWAY FOR 0.3 MILE TO THE AZIMUTH
 CX1306'MARK ON THE RIGHT.
 CX1306'
 CX1306'STATION MARKS ARE STANDARD DISKS STAMPED DESERT STA 2 1964.
 CX1306'THE SURFACE DISK IS SET IN A 12 IN X 12 IN CONCRETE POST
 CX1306'WHICH PROJECTS ABOUT 4 INCHES.  IT IS 208 FEET WEST OF THE
 CX1306'CENTER LINE OF THE HIGHWAY, 63 FEET SOUTHEAST OF THE EAST
 CX1306'POLE OF TWIN TELEGRAPH POLES, AND 1.5 FEET SOUTHEAST OF A
 CX1306'METAL WITNESS POST.
 CX1306'
 CX1306'THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE
 CX1306'WHICH IS 36 INCHES BELOW THE SURFACE OF THE GROUND.
 CX1306'
 CX1306'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED DESERT STA 2
 CX1306'NO 3 1964, IS SET IN A 12 IN X 12 IN CONCRETE POST WHICH
 CX1306'PROJECTS ABOUT 8 INCHES.  IT IS 62 FEET NORTHEAST OF THE EAST
 CX1306'TELEGRAPH POLE OF THE TWIN POLES.  IT IS AT THE SOUTHWEST
 CX1306'BASE OF A SAND DUNE.
 CX1306'
 CX1306'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED DESERT STA 2
 CX1306'NO 4 1964, IS SET IN A 12 IN X 12 IN CONCRETE POST WHICH PROJECTS
 CX1306'ABOUT 6 INCHES.  IT IS 54 FEET SOUTHWEST OF THE EAST TELEGRAPH
 CX1306'POLE OF THE TWIN POLES.  IT IS AT THE EAST BASE OF A SAND
 CX1306'DUNE.
 CX1306'
 CX1306'AZIMUTH MARK, A STANDARD DISK STAMPED DESERT STA 1943, IS
 CX1306'SET IN A 10 IN X 10 IN CONCRETE POST WHICH IS ABOUT 1 FOOT
 CX1306'BELOW THE SURFACE OF THE GROUND.  IT IS 80 FEET EAST OF THE
 CX1306'CENTER LINE OF THE HIGHWAY, 119 FEET WEST OF THE WEST RAIL
 CX1306'OF THE SOUTHERN PACIFIC RAILROAD TRACKS, 78 FEET SOUTHWEST OF
 CX1306'THE 11TH POLE WHICH IS NORTH OF MILE POST 1332, AND 1 FOOT
 CX1306'NORTH OF A METAL WITNESS POST.
 CX1306
 CX1306                          STATION RECOVERY (1980)
 CX1306
 CX1306'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CX1306'21.7 KM (13.5 MI) SW FROM OROGRANDE.
 CX1306'21.7 KM (13.5 MI) SOUTHWEST ALONG U.S. HIGHWAY 54 FROM THE POST
 CX1306'OFFICE IN OROGRANDE, 46.0 METERS (151.0 FT) NORTHWEST OF THE
 CX1306'CENTERLINE OF THE HIGHWAY, 23.0 METERS (75.5 FT) SOUTHEAST OF RM 4
 CX1306'AND 24.5 METERS (80.3 FT) SOUTHWEST OF RM 3.
 CX1306'THE MARK IS 0.5 METERS  S FROM A WITNESS POST.
 CX1306'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 CX1306
 CX1306                          STATION RECOVERY (1981)
 CX1306
 CX1306'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (WVM)
 CX1306'THE STATION MARK, REFERENCE MARKS NO 3 AND 4 WERE RECOVERED IN GOOD
 CX1306'CONDITION.  THE AZIMUTH MARK WAS FOUND DESTROYED.
 CX1306'
 CX1306'NOTE---BENCH MARK W 410 IS 0.2 MILE SOUTH OF THE STATION AND IS
 CX1306'VISIBLE TO THE STATION AND COULD BE USED AS AN AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1305 ***********************************************************************
 CX1305  DESIGNATION -  DESERT STA 2 RM 3
 CX1305  PID         -  CX1305
 CX1305  STATE/COUNTY-  NM/OTERO
 CX1305  USGS QUAD   -  DESERT (1955)
 CX1305
 CX1305                         *CURRENT SURVEY CONTROL
 CX1305  ___________________________________________________________________
 CX1305* NAD 83(1986)-  32 12 29.     (N)    106 11 33.     (W)     SCALED    
 CX1305* NAVD 88     -      1245.415  (meters)    4086.00   (feet)  ADJUSTED  
 CX1305  ___________________________________________________________________
 CX1305  GEOID HEIGHT-         -23.38  (meters)                     GEOID03
 CX1305  DYNAMIC HT  -        1243.575 (meters)    4079.96  (feet)  COMP
 CX1305  MODELED GRAV-     979,118.7   (mgal)                       NAVD 88
 CX1305
 CX1305  VERT ORDER  -  FIRST     CLASS II
 CX1305
 CX1305.The horizontal coordinates were scaled from a topographic map and have
 CX1305.an estimated accuracy of +/- 6 seconds.
 CX1305
 CX1305.The orthometric height was determined by differential leveling
 CX1305.and adjusted by the National Geodetic Survey in June 1991..
 CX1305
 CX1305.The geoid height was determined by GEOID03.
 CX1305
 CX1305.The dynamic height is computed by dividing the NAVD 88
 CX1305.geopotential number by the normal gravity value computed on the
 CX1305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX1305.degrees latitude (g = 980.6199 gals.).
 CX1305
 CX1305.The modeled gravity was interpolated from observed gravity values.
 CX1305
 CX1305;                    North         East    Units  Estimated Accuracy
 CX1305;SPC NM C     -   133,940.      505,420.      MT  (+/- 180 meters Scaled)
 CX1305
 CX1305                          SUPERSEDED SURVEY CONTROL
 CX1305
 CX1305.No superseded survey control is available for this station.
 CX1305
 CX1305_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR876641(NAD 83)
 CX1305_MARKER: DR = REFERENCE MARK DISK
 CX1305_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX1305_SP_SET: CONCRETE POST
 CX1305_STAMPING: DESERT STA 2 NO 3 1964
 CX1305_MARK LOGO: CGS   
 CX1305_PROJECTION: PROJECTING 8 CENTIMETERS
 CX1305_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX1305+STABILITY: SURFACE MOTION
 CX1305
 CX1305  HISTORY     - Date     Condition        Report By
 CX1305  HISTORY     - 1964     MONUMENTED       CGS
 CX1305  HISTORY     - 1980     GOOD             NGS
 CX1305
 CX1305                          STATION DESCRIPTION
 CX1305
 CX1305'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CX1305'21.7 KM (13.5 MI) SW FROM OROGRANDE.
 CX1305'21.7 KM (13.5 MI) SOUTHWEST ALONG U.S. HIGHWAY 54 FROM THE POST
 CX1305'OFFICE IN OROGRANDE, 42.7 METERS (140.0 FT) NORTHWEST OF THE
 CX1305'CENTERLINE OF THE HIGHWAY AND 24.5 METERS (80.3 FT) NORTHEAST OF
 CX1305'THE STATION.
 CX1305'THE MARK IS 0.5 METERS  E FROM A WITNESS POST.
 CX1305'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1304 ***********************************************************************
 CX1304  DESIGNATION -  DESERT STA 2 RM 4
 CX1304  PID         -  CX1304
 CX1304  STATE/COUNTY-  NM/OTERO
 CX1304  USGS QUAD   -  DESERT (1955)
 CX1304
 CX1304                         *CURRENT SURVEY CONTROL
 CX1304  ___________________________________________________________________
 CX1304* NAD 83(1986)-  32 12 28.     (N)    106 11 32.     (W)     SCALED    
 CX1304* NAVD 88     -      1245.223  (meters)    4085.37   (feet)  ADJUSTED  
 CX1304  ___________________________________________________________________
 CX1304  GEOID HEIGHT-         -23.38  (meters)                     GEOID03
 CX1304  DYNAMIC HT  -        1243.384 (meters)    4079.34  (feet)  COMP
 CX1304  MODELED GRAV-     979,118.7   (mgal)                       NAVD 88
 CX1304
 CX1304  VERT ORDER  -  FIRST     CLASS II
 CX1304
 CX1304.The horizontal coordinates were scaled from a topographic map and have
 CX1304.an estimated accuracy of +/- 6 seconds.
 CX1304
 CX1304.The orthometric height was determined by differential leveling
 CX1304.and adjusted by the National Geodetic Survey in June 1991..
 CX1304
 CX1304.The geoid height was determined by GEOID03.
 CX1304
 CX1304.The dynamic height is computed by dividing the NAVD 88
 CX1304.geopotential number by the normal gravity value computed on the
 CX1304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX1304.degrees latitude (g = 980.6199 gals.).
 CX1304
 CX1304.The modeled gravity was interpolated from observed gravity values.
 CX1304
 CX1304;                    North         East    Units  Estimated Accuracy
 CX1304;SPC NM C     -   133,910.      505,450.      MT  (+/- 180 meters Scaled)
 CX1304
 CX1304                          SUPERSEDED SURVEY CONTROL
 CX1304
 CX1304.No superseded survey control is available for this station.
 CX1304
 CX1304_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR876640(NAD 83)
 CX1304_MARKER: DB = BENCH MARK DISK
 CX1304_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX1304_SP_SET: CONCRETE POST
 CX1304_STAMPING: DESERT STA 2 NO 4 1964
 CX1304_MARK LOGO: CGS   
 CX1304_PROJECTION: PROJECTING 6 CENTIMETERS
 CX1304_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX1304+STABILITY: SURFACE MOTION
 CX1304
 CX1304  HISTORY     - Date     Condition        Report By
 CX1304  HISTORY     - 1964     MONUMENTED       CGS
 CX1304  HISTORY     - 1980     GOOD             NGS
 CX1304
 CX1304                          STATION DESCRIPTION
 CX1304
 CX1304'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CX1304'21.7 KM (13.5 MI) SW FROM OROGRANDE.
 CX1304'21.7 KM (13.5 MI) SOUTHWEST ALONG U.S. HIGHWAY 54 FROM THE POST
 CX1304'OFFICE IN OROGRANDE, 69.2 METERS (227.0 FT) NORTHWEST OF THE
 CX1304'CENTERLINE OF THE HIGHWAY, 27.1 METERS (89.0 FT) SOUTH OF A UTILITY
 CX1304'POLE AND 23.0 METERS (75.5 FT) NORTHWEST OF THE STATION.
 CX1304'THE MARK IS 0.6 METERS  SSW FROM A WITNESS POST.
 CX1304'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1551 ***********************************************************************
 CX1551  DESIGNATION -  DESERT STATION
 CX1551  PID         -  CX1551
 CX1551  STATE/COUNTY-  NM/OTERO
 CX1551  USGS QUAD   -  DESERT (1955)
 CX1551
 CX1551                         *CURRENT SURVEY CONTROL
 CX1551  ___________________________________________________________________
 CX1551* NAD 83(1992)-  32 12 29.30460(N)    106 11 33.29211(W)     ADJUSTED  
 CX1551* NAVD 88     -      1246.     (meters)    4088.     (feet)  SCALED    
 CX1551  ___________________________________________________________________
 CX1551  LAPLACE CORR-           3.97  (seconds)                    DEFLEC99
 CX1551  GEOID HEIGHT-         -23.38  (meters)                     GEOID03
 CX1551
 CX1551  HORZ ORDER  -  SECOND
 CX1551
 CX1551.The horizontal coordinates were established by classical geodetic methods
 CX1551.and adjusted by the National Geodetic Survey in December 1993..
 CX1551
 CX1551.The orthometric height was scaled from a topographic map.
 CX1551
 CX1551.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1551
 CX1551.The geoid height was determined by GEOID03.
 CX1551
 CX1551;                    North         East     Units Scale Factor Converg.
 CX1551;SPC NM C     -   133,946.539   505,412.855   MT  0.99990036   +0 01 50.2
 CX1551;SPC NM C     -   439,456.27  1,658,175.34   sFT  0.99990036   +0 01 50.2
 CX1551;UTM  13      - 3,564,130.346   387,606.019   MT  0.99975578   -0 38 08.5
 CX1551
 CX1551!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1551!SPC NM C     -   0.99980813  x   0.99990036  =   0.99970851
 CX1551!UTM  13      -   0.99980813  x   0.99975578  =   0.99956396
 CX1551
 CX1551:                Primary Azimuth Mark                     Grid Az
 CX1551:SPC NM C     -  DESERT STATION AZ MK                     033 32 36.7
 CX1551:UTM  13      -  DESERT STATION AZ MK                     034 12 35.4
 CX1551
 CX1551|---------------------------------------------------------------------|
 CX1551| PID    Reference Object                     Distance      Geod. Az  |
 CX1551|                                                           dddmmss.s |
 CX1551| CX1553 DESERT STATION AZ MK                486.649 METERS 0333426.9 |
 CX1551| CC7246 DESERT STATION RM 1                  28.350 METERS 08929     |
 CX1551| CC7247 DESERT STATION RM 2                  22.338 METERS 17928     |
 CX1551| CX1306 DESERT STA 2                         47.461 METERS 31934     |
 CX1551|---------------------------------------------------------------------|
 CX1551
 CX1551                          SUPERSEDED SURVEY CONTROL
 CX1551
 CX1551  NAD 83(1986)-  32 12 29.30807(N)    106 11 33.28997(W) AD(       ) 2
 CX1551  NAD 27      -  32 12 28.96080(N)    106 11 31.35320(W) AD(       ) 2
 CX1551
 CX1551.Superseded values are not recommended for survey control.
 CX1551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1551.See file dsdata.txt to determine how the superseded data were derived.
 CX1551
 CX1551_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR8760664130(NAD 83)
 CX1551_MARKER: DD = SURVEY DISK
 CX1551_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX1551_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CX1551
 CX1551  HISTORY     - Date     Condition        Report By
 CX1551  HISTORY     - 1943     MONUMENTED       CGS
 CX1551  HISTORY     - 1949     GOOD             NMHD
 CX1551  HISTORY     - 1954     GOOD             AMS
 CX1551  HISTORY     - 1964     GOOD             CGS
 CX1551
 CX1551                          STATION DESCRIPTION
 CX1551
 CX1551'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (EHB)
 CX1551'STATION IS LOCATED 16.5 MILES N OF NEWMAN, TEXAS, AND 13.3
 CX1551'MILES S OF OROGRANDE, NEW MEXICO, ON U.S. HIGHWAY 54, OPPOSITE
 CX1551'DESERT RAILROAD STATION.  STATION IS ABOUT 300 FEET E OF
 CX1551'DESERT RAILROAD STATION, 51.0 FEET E OF THE CENTER LINE OF
 CX1551'HIGHWAY, 38.0 FEET N OF THE CENTER LINE OF A CROSS ROAD, AND
 CX1551'8.0 FEET W OF THE RIGHT-OF-WAY FENCE.
 CX1551'
 CX1551'STATION IS A BRONZE STATION DISK SET IN A CONCRETE CYLINDER
 CX1551'FLUSH WITH THE GROUND.  STAMPED DESERT STA 1943.
 CX1551'
 CX1551'REFERENCE MARK 1 IS E OF THE STATION.  IT IS A BRONZE
 CX1551'REFERENCE DISK SET IN A SQUARE CONCRETE POST THAT PROJECTS 3
 CX1551'INCHES ABOVE THE GROUND.  STAMPED DESERT STA NO 1 1943.
 CX1551'
 CX1551'REFERENCE MARK 2 IS S OF THE STATION.  IT IS A BRONZE REFERENCE
 CX1551'DISK SET IN A SQUARE CONCRETE POST THAT PROJECTS 4 INCHES
 CX1551'ABOVE THE GROUND.  STAMPED DESERT STA NO 2 1943.
 CX1551'
 CX1551'AZIMUTH MARK IS 0.3 MILE NE OF THE STATION, ABOUT 150 FEET
 CX1551'E OF THE CENTER LINE OF U.S. HIGHWAY 54 AND 2 FEET W OF THE
 CX1551'RAILROAD RIGHT-OF-WAY FENCE.  IT IS A BRONZE AZIMUTH DISK SET
 CX1551'IN A SQUARE CONCRETE POST THAT PROJECTS 4 INCHES ABOVE THE
 CX1551'GROUND.  STAMPED DESERT STA 1943.
 CX1551'
 CX1551'TO REACH FROM THE POST OFFICE AT NEWMAN, GO N ON HIGHWAY 54 FOR
 CX1551'16.5 MILES TO DESERT RAILROAD STATION AND STATION ON RIGHT.
 CX1551'
 CX1551'HEIGHT OF LIGHT ABOVE STATION MARK - 12 METERS.
 CX1551
 CX1551                          STATION RECOVERY (1949)
 CX1551
 CX1551'RECOVERY NOTE BY NM HIGHWAY DEPT 1949 (WOE)
 CX1551'$
 CX1551'REFERENCE MARK 1 WAS DESTROYED DUE TO NEW CONSTRUCTION.  A
 CX1551'NEW REFERENCE-MARK DISK, STAMPED DESERT STA R.M. NO 3, WAS
 CX1551'SENT NOVEMBER 23, 1949, BUT NO INFORMATION WAS RECEIVED
 CX1551'REGARDING THE SETTING OF THE MARK.
 CX1551'
 CX1551'REFERENCE-MARK DISK, STAMPED DESERT STA NO 1 1943, WAS RECEIVED
 CX1551'AT THIS OFFICE MAY 31, 1950.
 CX1551
 CX1551                          STATION RECOVERY (1954)
 CX1551
 CX1551'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1954
 CX1551'STATION RECOVERED IN GOOD CONDITION.
 CX1551'
 CX1551'REFERENCE MARK 1 COULD NOT BE FOUND.
 CX1551'
 CX1551'REFERENCE MARK 2 IS IN GOOD CONDITION.
 CX1551'
 CX1551'THE HIGHWAY HAS BEEN CHANGED AND IT IS ASSUMED THAT THE
 CX1551'AZIMUTH MARK WAS DESTROYED AT THIS TIME.
 CX1551'
 CX1551'THE STATION IS 54 FEET W AT CENTERLINE ABANDONED ROAD.  61
 CX1551'FEET WSW AT CENTERLINE ABANDONED ROAD JUNCTION.  38 FEET SSW
 CX1551'AT CENTERLINE ABANDONED TRAIL.  AND 96 FEET E AT CENTERLINE
 CX1551'HIGHWAY 54.
 CX1551
 CX1551                          STATION RECOVERY (1964)
 CX1551
 CX1551'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (RAE)
 CX1551'THE STATION MARK, REFERENCE MARK NO. 2 AND THE AZIMUTH MARK
 CX1551'WERE RECOVERED IN GOOD CONDITION.  REFERENCE MARK NO. 1 WAS
 CX1551'DESTROYED BY ROAD CONSTRUCTION IN 1949.  AT THE REQUEST OF
 CX1551'THE NEW MEXICO HIGHWAY DEPARTMENT THE STATION SURFACE MARK
 CX1551'AND REFERENCE MARK NO. 2 WERE DESTROYED TO CLEAR THE AREA FOR
 CX1551'RECONNSTRUCTION OF U.S. HIGHWAY 54 AFTER TRIANGULATION STATION
 CX1551'DESERT STA 2 WAS ESTABLISHED TO THE NORTHWEST OF THE STATION.
 CX1551'THE SUB STATION MARK WAS NOT DISTURBED.  IT WILL BE UNDER THE
 CX1551'BLACK TOP WHEN THE ROAD CONSTRUCTION IS COMPLETED.  THE
 CX1551'AZIMUTH MARK WAS USED TO SERVE FOR THE AZIMUTH MARK TO
 CX1551'DESERT STA 2.
 CX1551'
 CX1551'NOTE--SEE DESCRIPTION FOR DESERT STA 2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS1460 ***********************************************************************
 DS1460  DESIGNATION -  DEVIL
 DS1460  PID         -  DS1460
 DS1460  STATE/COUNTY-  NM/SOCORRO
 DS1460  USGS QUAD   -  PUERTECITO GAP (1965)
 DS1460
 DS1460                         *CURRENT SURVEY CONTROL
 DS1460  ___________________________________________________________________
 DS1460* NAD 83(1992)-  33 48 28.18326(N)    107 10 04.96316(W)     ADJUSTED  
 DS1460* NAVD 88     -      2228.7    (meters)    7312.     (feet)  VERTCON   
 DS1460  ___________________________________________________________________
 DS1460  LAPLACE CORR-          -1.17  (seconds)                    DEFLEC99
 DS1460  GEOID HEIGHT-         -22.31  (meters)                     GEOID03
 DS1460
 DS1460  HORZ ORDER  -  THIRD
 DS1460
 DS1460.The horizontal coordinates were established by classical geodetic methods
 DS1460.and adjusted by the National Geodetic Survey in December 1993..
 DS1460
 DS1460.The NAVD 88 height was computed by applying the VERTCON shift value to
 DS1460.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DS1460
 DS1460.The Laplace correction was computed from DEFLEC99 derived deflections.
 DS1460
 DS1460.The geoid height was determined by GEOID03.
 DS1460
 DS1460;                    North         East     Units Scale Factor Converg.
 DS1460;SPC NM C     -   311,719.119   415,003.171   MT  0.99998903   -0 30 39.0
 DS1460;SPC NM C     - 1,022,698.48  1,361,556.24   sFT  0.99998903   -0 30 39.0
 DS1460;UTM  13      - 3,742,961.952   299,317.599   MT  1.00009651   -1 12 24.2
 DS1460
 DS1460!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS1460!SPC NM C     -   0.99965375  x   0.99998903  =   0.99964278
 DS1460!UTM  13      -   0.99965375  x   1.00009651  =   0.99975022
 DS1460
 DS1460:                Primary Azimuth Mark                     Grid Az
 DS1460:SPC NM C     -  HANNA                                    159 31 29.0
 DS1460:UTM  13      -  HANNA                                    160 13 14.2
 DS1460
 DS1460|---------------------------------------------------------------------|
 DS1460| PID    Reference Object                     Distance      Geod. Az  |
 DS1460|                                                           dddmmss.s |
 DS1460| DS1330 HANNA                               APPROX. 5.8 KM 1590050.0 |
 DS1460|---------------------------------------------------------------------|
 DS1460
 DS1460                          SUPERSEDED SURVEY CONTROL
 DS1460
 DS1460  NAD 83(1986)-  33 48 28.19347(N)    107 10 04.96533(W) AD(       ) 3
 DS1460  NGVD 29 (04/24/90) 2227.9    (m)         7309.     (f) VERT ANG       
 DS1460
 DS1460.Superseded values are not recommended for survey control.
 DS1460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS1460.See file dsdata.txt to determine how the superseded data were derived.
 DS1460
 DS1460_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBT9931842962(NAD 83)
 DS1460_MARKER: DS = TRIANGULATION STATION DISK
 DS1460_SETTING: 0 = UNSPECIFIED SETTING
 DS1460_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DS1460
 DS1460  HISTORY     - Date     Condition        Report By
 DS1460  HISTORY     - 1965     MONUMENTED       USGS
 DS1460
 DS1460                          STATION DESCRIPTION
 DS1460
 DS1460'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 DS1460'STATION IS LOCATED APPROXIMATELY 22 MI. SES. OF MAGDALENA AND 23.5
 DS1460'MI. SW. OF SOCORRO.  IT IS NEAR THE CENTER AND ON THE HIGHEST SUMMIT
 DS1460'OF A RIDGE KNOWN AS DEVILS BACKBONE.  STATION WAS REACHED BY
 DS1460'HELICOPTER.
 DS1460'
 DS1460'STATION MARK--STANDARD USGS BRASS TABLET CEMENTED IN ROCK OUTCROP,
 DS1460'STAMPED---DEVIL ET 1965---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0869 ***********************************************************************
 DR0869  DESIGNATION -  DEXTER
 DR0869  PID         -  DR0869
 DR0869  STATE/COUNTY-  NM/CHAVES
 DR0869  USGS QUAD   -  DEXTER WEST (1975)
 DR0869
 DR0869                         *CURRENT SURVEY CONTROL
 DR0869  ___________________________________________________________________
 DR0869* NAD 83(1992)-  33 14 03.86076(N)    104 25 22.70644(W)     ADJUSTED  
 DR0869* NAVD 88     -      1079.     (meters)    3540.     (feet)  SCALED    
 DR0869  ___________________________________________________________________
 DR0869  LAPLACE CORR-          -1.62  (seconds)                    DEFLEC99
 DR0869  GEOID HEIGHT-         -23.23  (meters)                     GEOID03
 DR0869
 DR0869  HORZ ORDER  -  SECOND
 DR0869
 DR0869.The horizontal coordinates were established by classical geodetic methods
 DR0869.and adjusted by the National Geodetic Survey in December 1993..
 DR0869
 DR0869.The orthometric height was scaled from a topographic map.
 DR0869
 DR0869.The Laplace correction was computed from DEFLEC99 derived deflections.
 DR0869
 DR0869.The geoid height was determined by GEOID03.
 DR0869
 DR0869;                    North         East     Units Scale Factor Converg.
 DR0869;SPC NM E     -   247,751.910   156,645.771   MT  0.99990995   -0 02 56.9
 DR0869;SPC NM E     -   812,832.72    513,928.67   sFT  0.99990995   -0 02 56.9
 DR0869;UTM  13      - 3,677,422.050   553,760.742   MT  0.99963563   +0 18 58.5
 DR0869
 DR0869!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR0869!SPC NM E     -   0.99983434  x   0.99990995  =   0.99974431
 DR0869!UTM  13      -   0.99983434  x   0.99963563  =   0.99947003
 DR0869
 DR0869|---------------------------------------------------------------------|
 DR0869| PID    Reference Object                     Distance      Geod. Az  |
 DR0869|                                                           dddmmss.s |
 DR0869| CJ6201 DEXTER RM 1                          21.869 METERS 00356     |
 DR0869| CJ6202 DEXTER RM 2                          16.345 METERS 26853     |
 DR0869| CJ6200 DEXTER AZ MK                                       2925449.4 |
 DR0869|---------------------------------------------------------------------|
 DR0869
 DR0869                          SUPERSEDED SURVEY CONTROL
 DR0869
 DR0869  NAD 83(1986)-  33 14 03.86667(N)    104 25 22.70124(W) AD(       ) 2
 DR0869  NAD 27      -  33 14 03.49000(N)    104 25 20.83000(W) AD(       ) 2
 DR0869
 DR0869.Superseded values are not recommended for survey control.
 DR0869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0869.See file dsdata.txt to determine how the superseded data were derived.
 DR0869
 DR0869_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES5376177422(NAD 83)
 DR0869_MARKER: DS = TRIANGULATION STATION DISK
 DR0869_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR0869_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DR0869
 DR0869  HISTORY     - Date     Condition        Report By
 DR0869  HISTORY     - 1943     MONUMENTED       CGS
 DR0869  HISTORY     - 1982     GOOD             NGS
 DR0869  HISTORY     - 1982     MARK NOT FOUND   NGS
 DR0869
 DR0869                          STATION DESCRIPTION
 DR0869
 DR0869'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (EHB)
 DR0869'LOCATED 4.0 MILES AIRLINE, 6 MILES BY ROAD NW OF DEXTER.
 DR0869'
 DR0869'STATION MARK IS 38 FEET E OF THE CENTER LINE OF THE ROAD, 6
 DR0869'FEET W OF A FENCE, 72 FEET E OF A N-S FENCE, AND NEAR A GROUP
 DR0869'OF THREE SMALL HOUSES.  A BRONZE STATION DISK SET IN THE TOP
 DR0869'OF A 12-INCH ROUND CONCRETE POST SET FLUSH WITH THE GROUND.
 DR0869'STAMPED DEXTER 1943.
 DR0869'
 DR0869'REFERENCE MARK 1 IS 44 FEET E OF THE CENTER LINE OF THE ROAD,
 DR0869'12 INCHES W OF FENCE LINE.  A BRONZE REFERENCE DISK SET IN THE
 DR0869'TOP OF A 12-INCH ROUND CONCRETE POST FLUSH WITH THE GROUND.
 DR0869'STAMPED DEXTER NO 1 1943.
 DR0869'
 DR0869'REFERENCE MARK 2 IS 15 FEET W OF THE CENTER LINE OF THE ROAD,
 DR0869'12 INCHES E OF A FENCE.  A BRONZE REFERENCE DISK SET IN THE
 DR0869'TOP OF A 12-INCH ROUND CONCRETE POST FLUSH WITH THE GROUND.
 DR0869'STAMPED DEXTER NO 2 1943.
 DR0869'
 DR0869'AZIMUTH MARK IS 0.7 MILE N OF THE STATION MARK, 18 FEET W OF
 DR0869'THE CENTER LINE OF THE ROAD, 2 FEET N OF A T-FENCE INTERSECTION,
 DR0869'1 FOOT E OF A FENCE LINE.  A BRONZE AZIMUTH DISK SET IN THE
 DR0869'TOP OF A 12-INCH ROUND CONCRETE POST FLUSH WITH THE GROUND.
 DR0869'STAMPED DEXTER 1943.
 DR0869'
 DR0869'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAYS 380 AND
 DR0869'285 IN EAST ROSWELL, GO SE ON HIGHWAY 285 TOWARDS DEXTER FOR
 DR0869'10.1 MILES TO A GRADED DIRT ROAD ON RIGHT, 0.25 MILE SE OF
 DR0869'HIGHWAY SIGN READING CARLSBAD 68 DEXTER 7.  TURN RIGHT ON
 DR0869'DIRT ROAD AND TRAVEL 0.7 MILE TO PAVED CROSS ROAD, CONTINUE
 DR0869'STRAIGHT AHEAD ON DIRT ROAD AND GO 1.6 MILES TO THE STATION
 DR0869'LEFT OF ROAD AND JUST AFTER PASSING A LARGE SHEET-METAL BARN.
 DR0869'
 DR0869'HEIGHT OF LIGHT ABOVE STATION MARK-6 METERS.
 DR0869
 DR0869                          STATION RECOVERY (1982)
 DR0869
 DR0869'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (RHK)
 DR0869'THE STATION AND REFERENCE MARK NO 1 WERE RECOVERED IN GOOD CONDITION
 DR0869'AS DESCRIBED IN 1943.
 DR0869'
 DR0869'REFERENCE MARK NO 2 AND THE AZIMUTH MARK WERE NOT RECOVERED.
 DR0869
 DR0869                          STATION RECOVERY (1982)
 DR0869
 DR0869'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (RHK)
 DR0869'A THOROUGH SEARCH OF THE AREA REVEALED NO EVIDENCE OF THE STATION
 DR0869'MARK OR REFERENCE MARK 1 OR REFERENCE MARK 2 OR AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0864 ***********************************************************************
 DR0864  DESIGNATION -  DEXTER WATER TANK
 DR0864  PID         -  DR0864
 DR0864  STATE/COUNTY-  NM/CHAVES
 DR0864  USGS QUAD   -  DEXTER EAST (1950)
 DR0864
 DR0864                         *CURRENT SURVEY CONTROL
 DR0864  ___________________________________________________________________
 DR0864* NAD 83(1992)-  33 11 45.06849(N)    104 22 11.51536(W)     ADJUSTED  
 DR0864* NAVD 88     -      1055.     (meters)    3461.     (feet)  SCALED    
 DR0864  ___________________________________________________________________
 DR0864  LAPLACE CORR-          -0.23  (seconds)                    DEFLEC99
 DR0864  GEOID HEIGHT-         -23.23  (meters)                     GEOID03
 DR0864
 DR0864  HORZ ORDER  -  THIRD
 DR0864
 DR0864.The horizontal coordinates were established by classical geodetic methods
 DR0864.and adjusted by the National Geodetic Survey in December 1993..
 DR0864
 DR0864.The orthometric height was scaled from a topographic map.
 DR0864
 DR0864.The Laplace correction was computed from DEFLEC99 derived deflections.
 DR0864
 DR0864.The geoid height was determined by GEOID03.
 DR0864
 DR0864;                    North         East     Units Scale Factor Converg.
 DR0864;SPC NM E     -   243,473.419   161,593.835   MT  0.99990923   -0 01 12.0
 DR0864;SPC NM E     -   798,795.71    530,162.44   sFT  0.99990923   -0 01 12.0
 DR0864;UTM  13      - 3,673,176.333   558,734.631   MT  0.99964253   +0 20 42.0
 DR0864
 DR0864!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR0864!SPC NM E     -   0.99983812  x   0.99990923  =   0.99974736
 DR0864!UTM  13      -   0.99983812  x   0.99964253  =   0.99948070
 DR0864
 DR0864                          SUPERSEDED SURVEY CONTROL
 DR0864
 DR0864  NAD 83(1986)-  33 11 45.07243(N)    104 22 11.50612(W) AD(       ) 4
 DR0864  NAD 27      -  33 11 44.69100(N)    104 22 09.62400(W) AD(       ) 3
 DR0864
 DR0864.Superseded values are not recommended for survey control.
 DR0864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0864.See file dsdata.txt to determine how the superseded data were derived.
 DR0864
 DR0864_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES5873573176(NAD 83)
 DR0864_MARKER: 53 = ELEVATED TANK
 DR0864
 DR0864  HISTORY     - Date     Condition        Report By
 DR0864  HISTORY     - 1943     FIRST OBSERVED   CGS
 DR0864  HISTORY     - 1943     GOOD             CGS
 DR0864
 DR0864                          STATION DESCRIPTION
 DR0864
 DR0864'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (EHB)
 DR0864'A TALL, SILVER-COLORED WATER TANK, IN THE VILLAGE OF DEXTER,
 DR0864'LOCATED IN A VACANT LOT, ABOUT 250 FEET E OF THE RAILROAD,
 DR0864'200 FEET S OF THE MAIN VILLAGE STREET, 150 FEET N OF A STREET,
 DR0864'75 FEET W OF ANOTHER, AND 50 FEET S OF AN ALLEY.  A CONCRETE-BLOCK
 DR0864'HOUSE IS ABOUT 50 FEET NE OF THE TAN, AND A SMALL SHEET-METAL
 DR0864'PUMPHOUSE IS 40 FEET W.
 DR0864'
 DR0864'THE TANKS SURMOUNTS A 4-LEGGED STEEL TOWER.  THE BOTTOM OF
 DR0864'THE TANK IS OVAL, THE TOP CONICAL, SURMOUNTED BY A BALL.
 DR0864'THE STRUCTURE IS ABOUT 100 FEET HIGH.  ON THE W SIDE OF THE
 DR0864'TANK FACING U.S. HIGHWAY 285, THE NAME DEXTER IS PAINTED
 DR0864'IN LARGE BLACK LETTERS.  AN 8-INCH FEED PIPE RUNS UP THE
 DR0864'CENTER OF THE STRUCTURE.
 DR0864'
 DR0864'THE BALL ON TOP, WHICH IS THE CENTER OF THE STRUCTURE, WAS THE
 DR0864'OBJECT INTERSECTED.
 DR0864
 DR0864                          STATION RECOVERY (1943)
 DR0864
 DR0864'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943
 DR0864'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY1032 ***********************************************************************
 CY1032  DESIGNATION -  DIAMOND
 CY1032  PID         -  CY1032
 CY1032  STATE/COUNTY-  NM/HIDALGO
 CY1032  USGS QUAD   -  SOUTH PYRAMID PEAK (1964)
 CY1032
 CY1032                         *CURRENT SURVEY CONTROL
 CY1032  ___________________________________________________________________
 CY1032* NAD 83(1992)-  32 03 14.14775(N)    108 38 47.60086(W)     ADJUSTED  
 CY1032* NAVD 88     -      1476.8    (meters)    4845.     (feet)  VERTCON   
 CY1032  ___________________________________________________________________
 CY1032  LAPLACE CORR-           1.50  (seconds)                    DEFLEC99
 CY1032  GEOID HEIGHT-         -25.52  (meters)                     GEOID03
 CY1032
 CY1032  HORZ ORDER  -  FIRST
 CY1032
 CY1032.The horizontal coordinates were established by classical geodetic methods
 CY1032.and adjusted by the National Geodetic Survey in December 1993..
 CY1032
 CY1032.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY1032.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY1032
 CY1032.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY1032
 CY1032.The geoid height was determined by GEOID03.
 CY1032
 CY1032;                    North         East     Units Scale Factor Converg.
 CY1032;SPC NM W     -   117,137.759   753,206.332   MT  0.99998937   -0 25 53.8
 CY1032;SPC NM W     -   384,309.46  2,471,144.44   sFT  0.99998937   -0 25 53.8
 CY1032;UTM  12      - 3,548,836.116   722,192.662   MT  1.00020889   +1 14 58.3
 CY1032
 CY1032!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY1032!SPC NM W     -   0.99977218  x   0.99998937  =   0.99976155
 CY1032!UTM  12      -   0.99977218  x   1.00020889  =   0.99998102
 CY1032
 CY1032:                Primary Azimuth Mark                     Grid Az
 CY1032:SPC NM W     -  LONE RED WINDMILL E OF DIAMOND           079 33 53.1
 CY1032:UTM  12      -  LONE RED WINDMILL E OF DIAMOND           077 53 01.0
 CY1032
 CY1032|---------------------------------------------------------------------|
 CY1032| PID    Reference Object                     Distance      Geod. Az  |
 CY1032|                                                           dddmmss.s |
 CY1032| CY1029 LONE RED WINDMILL E OF DIAMOND      APPROX. 6.9 KM 0790759.3 |
 CY1032| CC7250 DIAMOND AZ MK                                      1025945.4 |
 CY1032| CF0284 PHOENIX EL PASO AWY BCN 29 A        APPROX.21.3 KM 1223610.2 |
 CY1032| CC7251 DIAMOND RM 1                         10.136 METERS 15820     |
 CY1032| CF0310 PHOENIX EL PASO AWY BCN 26 B        APPROX.31.7 KM 2450400.9 |
 CY1032| CY1031 VA 4847                               9.582 METERS 29807     |
 CY1032|---------------------------------------------------------------------|
 CY1032
 CY1032                          SUPERSEDED SURVEY CONTROL
 CY1032
 CY1032  NAD 83(1992)-  32 03 14.14602(N)    108 38 47.59960(W) AD(       ) 1
 CY1032  NAD 83(1986)-  32 03 14.14392(N)    108 38 47.59834(W) AD(       ) 1
 CY1032  NAD 27      -  32 03 13.82597(N)    108 38 45.40789(W) AD(       ) 1
 CY1032  NGVD 29 (07/19/86) 1476.0    (m)         4843.     (f) VERT ANG       
 CY1032
 CY1032.Superseded values are not recommended for survey control.
 CY1032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1032.See file dsdata.txt to determine how the superseded data were derived.
 CY1032
 CY1032_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYA2219348836(NAD 83)
 CY1032_MARKER: DS = TRIANGULATION STATION DISK
 CY1032_SETTING: 66 = SET IN ROCK OUTCROP
 CY1032
 CY1032  HISTORY     - Date     Condition        Report By
 CY1032  HISTORY     - 1938     MONUMENTED       CGS
 CY1032  HISTORY     - 1958     GOOD             AMS
 CY1032  HISTORY     - 1968     GOOD             USE
 CY1032
 CY1032                          STATION DESCRIPTION
 CY1032
 CY1032'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 CY1032'STATION IS LOCATED ON THE HIGHEST OF A GROUP OF HILLS RISING
 CY1032'TO THE SE OF THE PYRAMID RANGE.  THERE ARE ABOUT EIGHT DISTINCT
 CY1032'HILLS IN THE GROUP AND THE STATION IS ON THE HIGHEST ONE AND
 CY1032'NEXT TO THE NORTH-WESTERN ONE WHICH HAS A ROCKY BENCH ON THE S.
 CY1032'
 CY1032'STATION, REFERENCE MARK NO. 1 AND AZIMUTH MARKS ARE STANDARD
 CY1032'BRONZE DISKS SET IN OUTCROPPING BEDROCK.
 CY1032'REFERENCE MARK NO. 2 (USGS) IS A STANDARD BRONZE
 CY1032'DISK SET IN A BOULDER ABOUT 2-1/2
 CY1032'FEET HIGH ON THE HILL AND IS STAMPED (VA L32 ELEV. 4847).
 CY1032'CONNECTION TO THE MARK WAS MADE BY VERTICAL ANGLE, HORIZONTAL
 CY1032'DIRECTION AND MEASURED DISTANCE.
 CY1032'
 CY1032'STATION IS REACHED FROM HACHITA BY GOING W ON THE GRADED
 CY1032'ROAD FOR 18.9 MILES FROM THE DEPOT, TO CROSS ROAD WHICH
 CY1032'ALSO CROSSES THE S.P.R.R. TRACKS 0.8 MILE W OF THE PLAYAS
 CY1032'SECTION HOUSE.  TURN SHARP RIGHT, NE, OFF THE GRADED ROAD AND
 CY1032'FOLLOW THE SEMI-GRADED ROAD 2.4 MILES AND GO THROUGH THE LEFT
 CY1032'OF TWO RED GATES AT THE RANCH.  CONTINUE NORTHERLY 0.6 MILE
 CY1032'AND GO THROUGH ANOTHER RED GATE.  TAKE RIGHT FORK 0.1 MILE
 CY1032'AND TURN LEFT, N.  GO 1.6 MILES AND CROSS THE PIPELINE ROAD,
 CY1032'(BLADED).  CONTINUE N 1.45 MILES TO FORK 0.95 MILE SW OF A
 CY1032'LONE RED WINDMILL.  TAKE LEFT FORK FOR 0.15 MILE TO A DIM
 CY1032'CROSS ROAD AND SEVERAL COW PATHS LEADING TO THE WINDMILL.
 CY1032'HERE TURN LEFT, W, AND FOLLOW THE DIM TRACK ROAD 1.2 MILES
 CY1032'AND CROSS A WASH.  CONTINUE W ON THE S SIDE OF THE WASH 0.9
 CY1032'MILE, WHERE THE TRACKS AGAIN ENTER THE WASH.  LEAVE THE TRACKS
 CY1032'AND GO W ACROSS COUNTRY 0.35 MILE AND CROSS DIM TRACKS.
 CY1032'CONTINUE W TOWARD THE STATION HILL WHICH CAN BE SEEN
 CY1032'BEHIND THE FIRST TWO OR CLOSEST HILLS 1.2 MILES TO THE
 CY1032'STATION.
 CY1032'
 CY1032'AZIMUTH MARK IS ON THE SECOND OF THE FIRST TWO HILLS ABOUT 0.4
 CY1032'MILE SE OF THE STATION.  IT IS SET IN BEDROCK FLUSH WITH
 CY1032'THE GROUND.
 CY1032'
 CY1032'STATION CAN BE REACHED FROM SEPAR BY GOING SW ON THE TRACK
 CY1032'ROAD 3.1 MILES TO A RANCH HOUSE AND WINDMILL.  CONTINUE SW
 CY1032'5.8 MILES AND GO THROUGH THE CORRAL GATES AT THE MUIR RANCH.
 CY1032'CONTINUE SW ON TRACK ROAD 3.2 MILES AND TURN LEFT, S, ON THE
 CY1032'PIPELINE ROAD (BLADED).  GO S 7.3 MILES TO THE LONE, RED
 CY1032'WINDMILL.  LEAVE THE PIPELINE ROAD, TURN RIGHT, W, GO THROUGH THE
 CY1032'GATE N OF THE WINDMILL AND TANK, THEN SW 0.95 MILE AND
 CY1032'PICK UP THE ABOVE DESCRIPTION.
 CY1032
 CY1032                          STATION RECOVERY (1958)
 CY1032
 CY1032'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1958
 CY1032'STATION AND REFERENCE MARKS 1 AND 2 RECOVERED AS DESCRIBED.
 CY1032'IT IS 22 FEET ENE OF SHEER DROP TO SW.  31.5 FEET SE OF
 CY1032'LARGE BOULDER.  78 FEET S OF S TIP OF DARK SPOT.  176 FEET W OF
 CY1032'LONE BUSH.  80 FEET NNW OF LONE BUSH ON SE SLOPE.
 CY1032
 CY1032                          STATION RECOVERY (1968)
 CY1032
 CY1032'RECOVERY NOTE BY US ENGINEERS 1968
 CY1032'STATION IS LOCATED APPROXIMATELY 21.0 AIRMILES (SSE) OF LORDSBURG,
 CY1032'NEW MEXICO.  22.0 AIRMILES (NW) OF HACHITA, NEW MEXICO.
 CY1032'
 CY1032'TO REACH FROM POST OFFICE IN HACHITA, NEW MEXICO, GO 0.05
 CY1032'MILE (W) TO INTERSECTION.  TURN RIGHT (N) ON GRAVEL ROAD AND GO
 CY1032'0.1 MILE TO INTERSECTION WITH NEW MEXICO HWY 9.  TURN LEFT (W)
 CY1032'ON GRAVEL ROAD AND GO 19.5 MILES TO REVERSE-Y INTERSECTION
 CY1032'OF HWY 9 AND BAKER RANCH ROAD.  TURN RIGHT (NNE) ON DIRT ROAD
 CY1032'AND GO 2.5 MILES TO Y INTERSECTION (RIGHT FORK GOES TO RANCH
 CY1032'HOUSE).  TAKE LEFT FORK (N) ON DIRT ROAD FOR 0.05 MILE TO
 CY1032'A GATE.  PASS THROUGH GATE BY CORRALS AND GO 0.6 MILE (NNE)
 CY1032'TO A SECOND GATE.  PASS THROUGH AND GO 2.2 MILES (W) TO
 CY1032'INTERSECTION OF PIPELINE ROAD.  CONTINUE (WNW) FOR 3.4
 CY1032'MILES.  AT THIS POINT, GO CROSS-COUNTRY FOR 0.5 MILE (E) TO
 CY1032'BASE OF TWIN PEAKS AND END OF TRUCK TRAVEL.  PACK UP TO
 CY1032'SADDLE AND GO TO PEAK ON RIGHT (SE).  (15 MIN. PACK)
 CY1032'
 CY1032'STATION IS MARKED BY A USC AND GS BRONZE DISC SET IN A LARGE
 CY1032'FLAT ROCK LEVEL WITH THE GROUND.  STAMPED DIAMOND 1938.
 CY1032'
 CY1032'R.M. 1 IS A USC AND GS BRONZE DISC SET IN A LARGE ROCK LEVEL
 CY1032'WITH THE GROUND.  STAMPED DIAMOND R.M. NO 1 1938.  IT IS
 CY1032'LOCATED 10.11 M (ESE) OF MARK ON A MAG. AZ. OF 110 DEG AND A DE
 CY1032'OF -0.29 M.
 CY1032'
 CY1032'R.M. 2 IS A USC AND GS BRONZE DISC SET IN A BOULDER APPROXIMATELY
 CY1032'1.23 M ABOVE GROUND.  STAMPED L-32 4847 FT.  IT IS LOCATED
 CY1032'9.56 M (WNW) OF MARK ON A MAG. AZ. OF 298 DEG AND A DE OF
 CY1032'+1.19 M.
 CY1032'
 CY1032'AZIMUTH MARK IS A USC AND GS BRONZE DISC SET IN A LARGE FLAT ROCK
 CY1032'LEVEL WITH THE GROUND.  STAMPED DIAMOND 1938.  IT IS LOCATED
 CY1032'(ESE) OF STATION.  TO REACH FROM STATION, GO (ESE) CROSS-COUNTRY
 CY1032'FOR APPROXIMATELY 0.5 MILE TO CENTER HILL IN RANGE OF THREE
 CY1032'HILLS.
 CY1032'
 CY1032'CONDITION OF ALL MARKS IS EXCELLENT.  VIEW IS EXCELLENT
 CY1032'IN ALL DIRECTIONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0962 ***********************************************************************
 CW0962  DESIGNATION -  DIAMOND
 CW0962  PID         -  CW0962
 CW0962  STATE/COUNTY-  NM/CHAVES
 CW0962  USGS QUAD   -  RED LAKE (1975)
 CW0962
 CW0962                         *CURRENT SURVEY CONTROL
 CW0962  ___________________________________________________________________
 CW0962* NAD 83(1992)-  32 51 09.74838(N)    104 07 32.14522(W)     ADJUSTED  
 CW0962* NAVD 88     -      1138.     (meters)    3734.     (feet)  SCALED    
 CW0962  ___________________________________________________________________
 CW0962  LAPLACE CORR-           1.34  (seconds)                    DEFLEC99
 CW0962  GEOID HEIGHT-         -22.91  (meters)                     GEOID03
 CW0962
 CW0962  HORZ ORDER  -  THIRD
 CW0962
 CW0962.The horizontal coordinates were established by classical geodetic methods
 CW0962.and adjusted by the National Geodetic Survey in December 1993..
 CW0962
 CW0962.The orthometric height was scaled from a topographic map.
 CW0962
 CW0962.The Laplace correction was computed from DEFLEC99 derived deflections.
 CW0962
 CW0962.The geoid height was determined by GEOID03.
 CW0962
 CW0962;                    North         East     Units Scale Factor Converg.
 CW0962;SPC NM E     -   205,439.006   184,444.174   MT  0.99991375   +0 06 45.7
 CW0962;SPC NM E     -   674,011.14    605,130.59   sFT  0.99991375   +0 06 45.7
 CW0962;UTM  13      - 3,635,297.025   581,819.958   MT  0.99968254   +0 28 27.7
 CW0962
 CW0962!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CW0962!SPC NM E     -   0.99982488  x   0.99991375  =   0.99973865
 CW0962!UTM  13      -   0.99982488  x   0.99968254  =   0.99950748
 CW0962
 CW0962                          SUPERSEDED SURVEY CONTROL
 CW0962
 CW0962  NAD 83(1986)-  32 51 09.75452(N)    104 07 32.13552(W) AD(       ) 3
 CW0962
 CW0962.Superseded values are not recommended for survey control.
 CW0962.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0962.See file dsdata.txt to determine how the superseded data were derived.
 CW0962
 CW0962_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES8182035297(NAD 83)
 CW0962_MARKER: DS = TRIANGULATION STATION DISK
 CW0962_SETTING: 0 = UNSPECIFIED SETTING
 CW0962_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CW0962
 CW0962  HISTORY     - Date     Condition        Report By
 CW0962  HISTORY     - 1947     MONUMENTED       USGS
 CW0962
 CW0962                          STATION DESCRIPTION
 CW0962
 CW0962'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 CW0962'TO REACH STATION FROM THE INTERSECTION OF 1ST AND MAIN STREETS,
 CW0962'ARTESIA, GO E. ON STATE HIGHWAY 83 FOR 14.9 MI. TO ENTRANCE TO
 CW0962'DIAMOND A RANCH, TURN N. AND GO 3.0 MI. TO DIAMOND A RANCH HOUSE,
 CW0962'GO THRU YARD AND 0.6 MI. N. TO RD. FORK, TAKE RIGHT FORK AND GO
 CW0962'EASTERLY FOR 1.0 MI.  STATION LIES APPROXIMATELY 300 FT. S. ON HIGH
 CW0962'POINT.
 CW0962'
 CW0962'STATION MARK--STANDARD TABLET STAMPED---DIAMOND 1947---, IN 6 IN.
 CW0962'REINFORCED CONCRETE POST SET IN SOLID LIMESTONE BEDROCK.  SUBSURFACE
 CW0962'MARK IS A BROKEN PINT WHISKEY BOTTLE.
 CW0962'
 CW0962'REFERENCE MARK NO. 1--STANDARD REFERENCE TABLET IN REINFORCED CONCRETE
 CW0962'POST, EMBEDDED IN SOLID LIMESTONE STAMPED---RM 1---, 80.4 FT. FROM
 CW0962'STATION.
 CW0962'
 CW0962'REFERENCE MARK NO. 2--STANDARD REFERENCE TABLET IN REINFORCED CONCRETE
 CW0962'POST, EMBEDDED IN SOLID LIMESTONE STAMPED---RM 2---, 68.8 FT. FROM
 CW0962'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR1039 ***********************************************************************
 DR1039  DESIGNATION -  DIAMOND A
 DR1039  PID         -  DR1039
 DR1039  STATE/COUNTY-  NM/LINCOLN
 DR1039  USGS QUAD   -  HORSESHOE BEND (1988)
 DR1039
 DR1039                         *CURRENT SURVEY CONTROL
 DR1039  ___________________________________________________________________
 DR1039* NAD 83(1992)-  33 19 33.69102(N)    104 52 58.60625(W)     ADJUSTED  
 DR1039* NAVD 88     -      1368.2    (meters)    4489.     (feet)  VERTCON   
 DR1039  ___________________________________________________________________
 DR1039  LAPLACE CORR-          -4.86  (seconds)                    DEFLEC99
 DR1039  GEOID HEIGHT-         -22.37  (meters)                     GEOID03
 DR1039
 DR1039  HORZ ORDER  -  THIRD
 DR1039
 DR1039.The horizontal coordinates were established by classical geodetic methods
 DR1039.and adjusted by the National Geodetic Survey in December 1993..
 DR1039
 DR1039.The NAVD 88 height was computed by applying the VERTCON shift value to
 DR1039.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DR1039
 DR1039.The Laplace correction was computed from DEFLEC99 derived deflections.
 DR1039
 DR1039.The geoid height was determined by GEOID03.
 DR1039
 DR1039;                    North         East     Units Scale Factor Converg.
 DR1039;SPC NM C     -   258,740.824   627,275.739   MT  1.00009966   +0 45 04.2
 DR1039;SPC NM C     -   848,885.52  2,057,987.15   sFT  1.00009966   +0 45 04.2
 DR1039;SPC NM E     -   258,043.713   113,830.988   MT  0.99994136   -0 18 07.1
 DR1039;SPC NM E     -   846,598.42    373,460.50   sFT  0.99994136   -0 18 07.1
 DR1039;UTM  13      - 3,687,437.199   510,894.290   MT  0.99960146   +0 03 51.5
 DR1039
 DR1039!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR1039!SPC NM C     -   0.99978876  x   1.00009966  =   0.99988839
 DR1039!SPC NM E     -   0.99978876  x   0.99994136  =   0.99973013
 DR1039!UTM  13      -   0.99978876  x   0.99960146  =   0.99939030
 DR1039
 DR1039                          SUPERSEDED SURVEY CONTROL
 DR1039
 DR1039  NAD 83(1986)-  33 19 33.69389(N)    104 52 58.60206(W) AD(       ) 3
 DR1039  NGVD 29 (12/31/91) 1367.6    (m)         4487.     (f) VERT ANG       
 DR1039
 DR1039.Superseded values are not recommended for survey control.
 DR1039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR1039.See file dsdata.txt to determine how the superseded data were derived.
 DR1039
 DR1039_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES1089487437(NAD 83)
 DR1039_MARKER: DS = TRIANGULATION STATION DISK
 DR1039_SETTING: 66 = SET IN ROCK OUTCROP
 DR1039_SP_SET: SET IN ROCK OUTCROP
 DR1039_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DR1039+STABILITY: POSITION/ELEVATION WELL
 DR1039
 DR1039  HISTORY     - Date     Condition        Report By
 DR1039  HISTORY     - 1955     MONUMENTED       USGS
 DR1039
 DR1039                          STATION DESCRIPTION
 DR1039
 DR1039'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 DR1039'STATION IS LOCATED APPROXIMATELY 20 MI. W. AND 5 MI. S. OF ROSWELL,
 DR1039'CHAVES COUNTY, NEW MEXICO, IN THE SW. 1/4 SECTION 30, T 11 S, R 21 E.
 DR1039'NMPM.  APPROXIMATELY 3 MI. SW. OF J. P. WHITES DIAMOND A RANCH
 DR1039'HEADQUARTERS ON THE HIGHEST PART OF A BROAD ROCKY HILL 29 FT. S. OF A
 DR1039'TRACK RD.
 DR1039'
 DR1039'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAY 380 AND MAIN STREET
 DR1039'IN ROSWELL, NEW MEXICO, PROCEED W. ON HIGHWAY 380 FOR 20.9 MI. TO A
 DR1039'BLADED RD. S.  GO S. THROUGH A --BUMP-- GATE AND FOLLOW MAIN RD. 1.5
 DR1039'MI. THROUGH RANCH BUILDINGS, TURN RIGHT AFTER PASSING LAST BUILDING
 DR1039'AND CROSS HONDO RIVER ON A BRIDGE.  CONTINUE SE. ON MAIN RD. 0.6 MI.
 DR1039'TO A RD. JUNCTION AT A GATE, TAKE RIGHT FORK AND GO S. FOR 0.3 MI. TO
 DR1039'A GATE.  PASS THROUGH GATE AND TAKE RIGHT FORK FOR 3.3 MI. TO TOP OF
 DR1039'A DIVIDE AND STATION.
 DR1039'
 DR1039'RECOVERED BY USGS IN 1959.
 DR1039'
 DR1039'STATION MARK--A STANDARD USGS BRONZE TABLET STAMPED---DIAMOND A
 DR1039'1955---, CEMENTED IN A LIMESTONE OUTCROP.
 DR1039'
 DR1039'REFERENCE MARK NO. 1--A STANDARD REFERENCE MARK TABLET STAMPED---
 DR1039'---RM 1---, 28.28 FT. FROM STATION
 DR1039'MINUTES.
 DR1039'
 DR1039'REFERENCE MARK NO. 2--A STANDARD USBLM 1/4 SECTION CORNER BRONZE CAP
 DR1039'STAMPED---S 25, S 30, R 20 E, R 21 E, T 11 S 1925---, DIST. 895 FT.,
 DR1039'
 DR1039'REFERENCE MARK NO. 3--A STANDARD REFERENCE MARK TABLET STAMPED---RM
 DR1039'3---, CEMENTED IN LIMESTONE OUTCROP, 8.59 FT. FROM STATION IN TRUE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS1435 ***********************************************************************
 DS1435  DESIGNATION -  DIAMOND BAR
 DS1435  PID         -  DS1435
 DS1435  STATE/COUNTY-  NM/GRANT
 DS1435  USGS QUAD   -  HAY MESA (1963)
 DS1435
 DS1435                         *CURRENT SURVEY CONTROL
 DS1435  ___________________________________________________________________
 DS1435* NAD 83(1992)-  33 07 05.63669(N)    107 58 09.21212(W)     ADJUSTED  
 DS1435* NAVD 88     -      2747.8    (meters)    9015.     (feet)  VERTCON   
 DS1435  ___________________________________________________________________
 DS1435  LAPLACE CORR-           4.00  (seconds)                    DEFLEC99
 DS1435  GEOID HEIGHT-         -22.52  (meters)                     GEOID03
 DS1435
 DS1435  HORZ ORDER  -  FIRST
 DS1435
 DS1435.The horizontal coordinates were established by classical geodetic methods
 DS1435.and adjusted by the National Geodetic Survey in December 1993..
 DS1435
 DS1435.The NAVD 88 height was computed by applying the VERTCON shift value to
 DS1435.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DS1435
 DS1435.The Laplace correction was computed from DEFLEC99 derived deflections.
 DS1435
 DS1435.The geoid height was determined by GEOID03.
 DS1435
 DS1435;                    North         East     Units Scale Factor Converg.
 DS1435;SPC NM W     -   234,874.989   817,318.449   MT  0.99991865   -0 04 27.3
 DS1435;SPC NM W     -   770,585.69  2,681,485.61   sFT  0.99991865   -0 04 27.3
 DS1435;UTM  13      - 3,668,318.733   222,947.504   MT  1.00054651   -1 37 24.0
 DS1435;UTM  12      - 3,668,483.241   782,797.645   MT  1.00058618   +1 39 25.3
 DS1435
 DS1435!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS1435!SPC NM W     -   0.99957231  x   0.99991865  =   0.99949099
 DS1435!UTM  13      -   0.99957231  x   1.00054651  =   1.00011859
 DS1435!UTM  12      -   0.99957231  x   1.00058618  =   1.00015824
 DS1435
 DS1435|---------------------------------------------------------------------|
 DS1435| PID    Reference Object                     Distance      Geod. Az  |
 DS1435|                                                           dddmmss.s |
 DS1435| DS1436 ROCKY CANYON PEAK                    26.540 METERS 02426     |
 DS1435| DS1432 REEDS PEAK LOOKOUT TOWER            APPROX.11.0 KM 0754410.7 |
 DS1435| CD2808 DIAMOND BAR RM 1                     10.242 METERS 19011     |
 DS1435| CD2807 DIAMOND BAR AZ MK                                  2915854.5 |
 DS1435| CD2809 DIAMOND BAR RM 2                      6.049 METERS 30725     |
 DS1435|---------------------------------------------------------------------|
 DS1435
 DS1435                          SUPERSEDED SURVEY CONTROL
 DS1435
 DS1435  NAD 83(1986)-  33 07 05.63572(N)    107 58 09.21258(W) AD(       ) 1
 DS1435  NAD 27      -  33 07 05.37481(N)    107 58 07.06706(W) AD(       ) 1
 DS1435  NGVD 29 (07/19/86) 2746.8    (m)         9012.     (f) VERT ANG       
 DS1435
 DS1435.Superseded values are not recommended for survey control.
 DS1435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS1435.See file dsdata.txt to determine how the superseded data were derived.
 DS1435
 DS1435_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBS2294868319(NAD 83)
 DS1435_MARKER: DS = TRIANGULATION STATION DISK
 DS1435_SETTING: 80 = SET IN A BOULDER
 DS1435_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 DS1435
 DS1435  HISTORY     - Date     Condition        Report By
 DS1435  HISTORY     - 1945     MONUMENTED       CGS
 DS1435
 DS1435                          STATION DESCRIPTION
 DS1435
 DS1435'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (RAM)
 DS1435'THE STATION IS ON THE HIGHEST OF A GROUP OF TIMBERED PEAKS LYING
 DS1435'ABOUT 25 MILES SSE OF BEAVERHEAD RANGER STATION, 24 MILES
 DS1435'SW OF WINSTON, 18 MILES N OF MIMBRES, 6 MILES SSE OF THE DIAMOND
 DS1435'BAR RANCH, AND ABOUT 3 MILES E OF THE SAN LORENZO-BEAVERHEAD
 DS1435'ROAD.
 DS1435'
 DS1435'TO REACH THE STATION FROM THE ENTRANCE TO THE DIAMOND BAR
 DS1435'HEADQUARTERS IN BLACK CANYON, WHICH IS 28 MILES BY ROAD S OF
 DS1435'THE BEAVERHEAD RANGER STATION, CROSS THE BRIDGE OVER BLACK
 DS1435'CANYON AND GO S ON THE GRADED GRAVEL ROAD FOR 4.8 MILES TO A
 DS1435'LARGE TRIANGULAR BLAZE ON A PINE TREE ON THE E SIDE OF THE
 DS1435'ROAD.  TURN LEFT OFF THE HIGHWAY AND GO SE ON DIM TRACKS ALONG A
 DS1435'CREEK FOR ABOUT 1/2 MILE TO THE END OF TRUCK TRAVEL.  FROM HERE
 DS1435'PACK S IN THE CANYON FOR ABOUT 1-1/2 MILES ALONG A BLAZED
 DS1435'TRAIL, THENCE BEAR TO THE RIGHT ON THE TRAIL UP TO THE TOP OF
 DS1435'THE RIDGE.  CONTINUE ON TRAIL UP RIDGE AND E AROUND THE
 DS1435'END OF THE CANYON, THENCE E ALONG THE N SIDE OF A SMALL HILL.
 DS1435'(THE AZIMUTH MARK IS ON THE SE SLOPE OF THIS HILL, ABOUT 1
 DS1435'MILE AIR LINE FROM THE STATION.) CONTINUE E, THEN S,
 DS1435'FOLLOWING THE BLAZED TRAIL AROUND THE HORSESHOE-SHAPED
 DS1435'RIDGE TO THE HIGHEST POINT AND THE STATION.  THE PEAK CAN
 DS1435'BE IDENTIFIED FROM QUITE A DISTANCE AWAY BY THE BARE
 DS1435'ROCK PATCHES ON THE E SLOPE NEAR THE TOP.  A 2-HOUR PACK.
 DS1435'
 DS1435'THE STATION MARK, WHICH IS A BRONZE STATION DISK STAMPED DIAMOND
 DS1435'BAR 1945, IS SET IN A DRILL HOLE IN A BOULDER WHICH PROJECTS
 DS1435'ABOUT 4 INCHES ABOVE THE GROUND.  IT IS LOCATED 26-1/2 METERS
 DS1435'SSW OF THE HIGHEST POINT OF THE HILL.
 DS1435'
 DS1435'REFERENCE MARK 1, WHICH IS A BRONZE REFERENCE DISK STAMPED
 DS1435'DIAMOND BAR NO 1 1945, IS SET IN A DRILL HOLE IN A BOULDER
 DS1435'WHICH PROJECTS ABOUT 4 INCHES ABOVE THE GROUND.  IT IS LOCATED
 DS1435'S OF THE STATION AND ABOUT 4 FEET LOWER.
 DS1435'
 DS1435'REFERENCE MARK 2, WHICH IS A BRONZE REFERENCE DISK STAMPED DIAMOND
 DS1435'BAR NO 2 1945, IS SET IN A DRILL HOLE IN A BOULDER WHICH
 DS1435'PROJECTS ABOUT 1 FOOT ABOVE THE GROUND.  IT IS LOCATED NW
 DS1435'OF THE STATION AND ABOUT 2-1/2 FEET LOWER.
 DS1435'
 DS1435'THE AZIMUTH MARK, WHICH IS A BRONZE AZIMUTH DISK STAMPED DIAMOND
 DS1435'BAR 1945, IS SET IN A DRILL HOLE IN A BEDROCK LEDGE WHICH PROJECTS
 DS1435'ABOUT 15 FEET ABOVE THE GROUND.  IT IS LOCATED WNW OF THE OF
 DS1435'THE STATION, ON THE SE SLOPE OF A HILL, ABOUT 50 FEET BELOW
 DS1435'THE TOP, AND ABOUT 8 FEET SSE OF A POLE IN A ROCK CAIRN.
 DS1435'
 DS1435'A STANDARD FOREST SERVICE DISK STAMPED FIRE CONTROL VISIBLE
 DS1435'AREA MAP POINT ROCKY CANYON PK 10 3 38 IS THE HIGHEST POINT
 DS1435'ON THE HILL AND IS SET IN CONCRETE IN A CRACK AND DEPRESSION
 DS1435'IN OUTCROPPING BEDROCK WHICH PROJECTS ABOUT 6 FEET ABOVE THE
 DS1435'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS1431 ***********************************************************************
 DS1431  DESIGNATION -  DIAMOND PEAK
 DS1431  PID         -  DS1431
 DS1431  STATE/COUNTY-  NM/SIERRA
 DS1431  USGS QUAD   -  REEDS PEAK (1963)
 DS1431
 DS1431                         *CURRENT SURVEY CONTROL
 DS1431  ___________________________________________________________________
 DS1431* NAD 83(1992)-  33 13 45.65108(N)    107 50 40.20502(W)     ADJUSTED  
 DS1431* NAVD 88     -      3003.5    (meters)    9854.     (feet)  VERTCON   
 DS1431  ___________________________________________________________________
 DS1431  LAPLACE CORR-          -2.44  (seconds)                    DEFLEC99
 DS1431  GEOID HEIGHT-         -22.26  (meters)                     GEOID03
 DS1431
 DS1431  HORZ ORDER  -  THIRD
 DS1431
 DS1431.The horizontal coordinates were established by classical geodetic methods
 DS1431.and adjusted by the National Geodetic Survey in December 1993..
 DS1431
 DS1431.The NAVD 88 height was computed by applying the VERTCON shift value to
 DS1431.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DS1431
 DS1431.The Laplace correction was computed from DEFLEC99 derived deflections.
 DS1431
 DS1431.The geoid height was determined by GEOID03.
 DS1431
 DS1431;                    North         East     Units Scale Factor Converg.
 DS1431;SPC NM W     -   247,189.305   828,959.104   MT  0.99991668   -0 00 22.0
 DS1431;SPC NM W     -   810,986.91  2,719,676.66   sFT  0.99991668   -0 00 22.0
 DS1431;UTM  13      - 3,680,320.461   234,924.317   MT  1.00046641   -1 33 34.8
 DS1431
 DS1431!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS1431!SPC NM W     -   0.99953217  x   0.99991668  =   0.99944889
 DS1431!UTM  13      -   0.99953217  x   1.00046641  =   0.99999836
 DS1431
 DS1431:                Primary Azimuth Mark                     Grid Az
 DS1431:SPC NM W     -  DIAMOND PEAK AZ MK                       162 31 59.8
 DS1431:UTM  13      -  DIAMOND PEAK AZ MK                       164 05 12.6
 DS1431
 DS1431|---------------------------------------------------------------------|
 DS1431| PID    Reference Object                     Distance      Geod. Az  |
 DS1431|                                                           dddmmss.s |
 DS1431| CD2810 DIAMOND PEAK AZ MK                                 1623137.8 |
 DS1431| DS1432 REEDS PEAK LOOKOUT TOWER            APPROX. 9.7 KM 1853156.4 |
 DS1431| CD2812 DIAMOND PEAK RM 2                    11.188 METERS 27420     |
 DS1431| DS1430 DIAMOND PEAK LOOKOUT TOWER            9.546 METERS 28916     |
 DS1431| CD2811 DIAMOND PEAK RM 1                     8.385 METERS 30705     |
 DS1431|---------------------------------------------------------------------|
 DS1431
 DS1431                          SUPERSEDED SURVEY CONTROL
 DS1431
 DS1431  NAD 83(1986)-  33 13 45.65498(N)    107 50 40.19392(W) AD(       ) 3
 DS1431  NAD 83(1986)-  33 13 45.65534(N)    107 50 40.18543(W) AD(       ) 2
 DS1431  NAD 27      -  33 13 45.39900(N)    107 50 38.05577(W) AD(       ) 2
 DS1431  NGVD 29 (07/19/86) 3002.4    (m)         9850.     (f) VERT ANG       
 DS1431
 DS1431.Superseded values are not recommended for survey control.
 DS1431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS1431.See file dsdata.txt to determine how the superseded data were derived.
 DS1431
 DS1431_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBS3492480320(NAD 83)
 DS1431_MARKER: DB = BENCH MARK DISK
 DS1431_SETTING: 80 = SET IN A BOULDER
 DS1431_SP_SET: SET IN DRILL HOLE IN A BOULDER
 DS1431_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS1431+STABILITY: SURFACE MOTION
 DS1431
 DS1431  HISTORY     - Date     Condition        Report By
 DS1431  HISTORY     - 1945     MONUMENTED       USGS
 DS1431  HISTORY     - 1962     GOOD             USGS
 DS1431
 DS1431                          STATION DESCRIPTION
 DS1431
 DS1431'DESCRIBED BY US GEOLOGICAL SURVEY 1945 (RAM)
 DS1431'STATION IS LOCATED ABOUT 21-1/2 MILES, AIR LINE, SE OF THE
 DS1431'BEAVERHEAD RANGER STATION, 8-1/2 MILES NW OF HERMOSA, AND
 DS1431'3-1/2 MILES N OF THE REED RANCH.  IT IS ON DIAMOND PEAK, A
 DS1431'TIMBERED PEAK ON THE BLACK RANGE AT THE HEAD OF SOUTH DIAMOND
 DS1431'CREEK AND CIRCLE SEVEN CANYON.
 DS1431'
 DS1431'TO REACH THE STATION FROM THE ENTRANCE TO THE BEAVERHEAD
 DS1431'RANGER STATION, GO S ON THE GRADED ROAD FOR 2.5 MILES TO A
 DS1431'FORK.  TAKE THE LEFT FORK AND GO 16.6 MILES ON THE
 DS1431'BEAVERHEAD-WINSTON ROAD TO A GRADED ROAD TURNING OFF TO THE RIGHT
 DS1431'(S) AT SIGNS JAMES CABIN 17 MONUMENT PARK 13.  TURN RIGHT
 DS1431'AND GO 3.1 MILES TO A SAWMILL.  CROSS THE STREAM AND TURN LEFT
 DS1431'UP THE CANYON, GOING 0.55 MILE TO A FORK.  TAKE THE
 DS1431'RIGHT FORK AND GO 0.25 MILE TO A FORK.  TAKE THE RIGHT
 DS1431'FORK AND GO 0.5 MILE TO A FORK.  TAKE THE LEFT FORK AND
 DS1431'GO 2.5 MILES TO A FORK.  TAKE THE RIGHT FORK (LEFT FORK GOES
 DS1431'TO LOOKOUT MOUNTAIN LOOKOUT TOWER) AND GO 2.3 MILES TO A
 DS1431'CABIN ON THE RIGHT.  HERE TURN LEFT WITH THE ROAD AND GO UP
 DS1431'THE CANYON (TURKEY RUN) FOR 4.7 MILES.  PASS A CABIN ON
 DS1431'THE LEFT AND CONTINUE FOR 2.8 MILES TO THE END OF THE ROAD AND
 DS1431'THE END OF TRUCK TRAVEL.  FROM HERE PACK S ON THE TRAIL DOWN
 DS1431'THE SMALL CANYON FOR ABOUT 1/4 MILE TO THE MAIN CANYON (DIAMOND
 DS1431'CREEK).  THEN TURN LEFT AND FOLLOW THE TRAIL UP THE MAIN CANYON
 DS1431'FOR ABOUT 7 MILES TO THE DIAMOND PEAK LOOKOUT TOWER.
 DS1431'
 DS1431'THE STATION IS LOCATED ON THE HIGHEST PART OF DIAMOND PEAK,
 DS1431'ON A LIP OF ROCK OVERLOOKING THE COUNTRY TO THE E.  IT IS 31.4
 DS1431'FEET ESE OF THE APPROXIMATE CENTER OF THE BASE OF THE LOOKOUT
 DS1431'TOWER.  IT IS MARKED BY A U.S. GEOLOGICAL SURVEY BENCH-MARK
 DS1431'AND STATION DISK WHICH IS UNSTAMPED AND APPARENTLY CEMENTED
 DS1431'IN A DRILL HOLE IN A BOULDER.  IT PROJECTS 4 INCHES ABOVE THE
 DS1431'GROUND.
 DS1431'
 DS1431'REFERENCE MARK 1 IS NW OF THE STATION AND ABOUT 1 FOOT LOWER.
 DS1431'IT IS MARKED BY A BRONZE REFERENCE DISK STAMPED DIAMOND PEAK
 DS1431'USGS NO 1 1945 AND CEMENTED IN A DRILL HOLE IN THE CONCRETE BASE
 DS1431'OF THE NE LEG OF THE TOWER.
 DS1431'
 DS1431'REFERENCE MARK 2 IS W OF THE STATION AND ABOUT 1 FOOT LOWER.
 DS1431'IT IS MARKED BY A BRONZE REFERENCE DISK STAMPED DIAMOND PEAK
 DS1431'USGS NO 2 1945 AND CEMENTED IN A DRILL HOLE IN THE CONCRETE
 DS1431'BASE OF THE SW LEG OF THE TOWER.
 DS1431'
 DS1431'THE AZIMUTH MARK IS 5/8 MILE SSE OF THE STATION, 39 PACES NNE OF
 DS1431'A NW-SE FENCE, 7 PACES S OF A SHARP DROP-OFF TO THE N OF THE
 DS1431'RIDGE, 6 FEET W OF A JAGGED NATURAL ROCK WALL (4 FEET HIGH), AND
 DS1431'6 FEET NNE OF A 1-1/2-FOOT ROCK CAIRN.
 DS1431'
 DS1431'TO REACH THE AZIMUTH MARK FROM THE LOOKOUT TOWER, GO SW TO A WIRE
 DS1431'GATE AT THE ENTRANCE TO THE LOOKOUT LOT (GATE IS ON THE CREST
 DS1431'TRAIL).  HERE CROSS TO THE E SIDE OF A N-S FENCE ALONG THE
 DS1431'RIDGE.  GO S ALONG THE FENCE TO A FENCE CORNER (ABOUT 1/3 MILE).
 DS1431'TURN LEFT (E) ALONG THE N SIDE OF A NW-SE FENCE LINE ALONG THE
 DS1431'RIDGE.  FOLLOW AN OLD TRAIL ABOUT 1/2 MILE TO THE VICINITY OF
 DS1431'THE AZIMUTH MARK WHICH IS ON THE N END OF THE RIDGE.  THE
 DS1431'AZIMUTH MARK IS A BRONZE AZIMUTH DISK STAMPED DIAMOND PEAK
 DS1431'USGS 1945 AND CEMENTED IN A DRILL HOLE IN BEDROCK.
 DS1431'MARK PROJECTS 1 FOOT ABOVE THE GROUND.
 DS1431
 DS1431                          STATION RECOVERY (1962)
 DS1431
 DS1431'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 DS1431'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS1430 ***********************************************************************
 DS1430  DESIGNATION -  DIAMOND PEAK LOOKOUT TOWER
 DS1430  PID         -  DS1430
 DS1430  STATE/COUNTY-  NM/SIERRA
 DS1430  USGS QUAD   -  REEDS PEAK (1963)
 DS1430
 DS1430                         *CURRENT SURVEY CONTROL
 DS1430  ___________________________________________________________________
 DS1430* NAD 83(1992)-  33 13 45.75330(N)    107 50 40.55308(W)     ADJUSTED  
 DS1430* NAVD 88     -      3004.     (meters)    9856.     (feet)  SCALED    
 DS1430  ___________________________________________________________________
 DS1430  LAPLACE CORR-          -2.42  (seconds)                    DEFLEC99
 DS1430  GEOID HEIGHT-         -22.26  (meters)                     GEOID03
 DS1430
 DS1430  HORZ ORDER  -  THIRD
 DS1430
 DS1430.The horizontal coordinates were established by classical geodetic methods
 DS1430.and adjusted by the National Geodetic Survey in December 1993..
 DS1430
 DS1430.The orthometric height was scaled from a topographic map.
 DS1430
 DS1430.The Laplace correction was computed from DEFLEC99 derived deflections.
 DS1430
 DS1430.The geoid height was determined by GEOID03.
 DS1430
 DS1430;                    North         East     Units Scale Factor Converg.
 DS1430;SPC NM W     -   247,192.455   828,950.093   MT  0.99991668   -0 00 22.2
 DS1430;SPC NM W     -   810,997.25  2,719,647.10   sFT  0.99991668   -0 00 22.2
 DS1430;UTM  13      - 3,680,323.856   234,915.390   MT  1.00046647   -1 33 35.0
 DS1430
 DS1430!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS1430!SPC NM W     -   0.99953217  x   0.99991668  =   0.99944889
 DS1430!UTM  13      -   0.99953217  x   1.00046647  =   0.99999842
 DS1430
 DS1430                          SUPERSEDED SURVEY CONTROL
 DS1430
 DS1430  NAD 83(1986)-  33 13 45.75728(N)    107 50 40.54224(W) AD(       ) 4
 DS1430  NAD 83(1986)-  33 13 45.75783(N)    107 50 40.53434(W) AD(       ) 4
 DS1430  NAD 27      -  33 13 45.50147(N)    107 50 38.40468(W) AD(       ) 3
 DS1430
 DS1430.Superseded values are not recommended for survey control.
 DS1430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS1430.See file dsdata.txt to determine how the superseded data were derived.
 DS1430
 DS1430_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBS3491580324(NAD 83)
 DS1430_MARKER: 57 = LOOKOUT TOWER
 DS1430
 DS1430  HISTORY     - Date     Condition        Report By
 DS1430  HISTORY     - 1945     FIRST OBSERVED   CGS
 DS1430
 DS1430                          STATION DESCRIPTION
 DS1430
 DS1430'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (RAM)
 DS1430'TOWER IS LOCATED ABOUT 21-1/2 MILES, AIR LINE, SE OF THE
 DS1430'BEAVERHEAD RANGER STATION, 8-1/2 MILES NW OF HERMOSA, AND
 DS1430'3-1/2 MILES N OF THE REED RANCH.  IT IS ON DIAMOND PEAK, A
 DS1430'TIMBERED PEAK ON THE BLACK RANGE AT THE HEAD OF SOUTH DIAMOND
 DS1430'CREEK AND CIRCLE SEVEN CANYON.
 DS1430'
 DS1430'THE LOOKOUT TOWER HAS ABOUT A 45-FOOT STEEL TOWER AND AN 8-FOOT
 DS1430'HIGH CABIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0922 ***********************************************************************
 DR0922  DESIGNATION -  DICK
 DR0922  PID         -  DR0922
 DR0922  STATE/COUNTY-  NM/CHAVES
 DR0922  USGS QUAD   -  WHITE FLAT SE (1982)
 DR0922
 DR0922                         *CURRENT SURVEY CONTROL
 DR0922  ___________________________________________________________________
 DR0922* NAD 83(1992)-  33 30 59.74519(N)    104 45 47.98335(W)     ADJUSTED  
 DR0922* NAVD 88     -      1330.4    (meters)    4365.     (feet)  VERTCON   
 DR0922  ___________________________________________________________________
 DR0922  LAPLACE CORR-          -2.97  (seconds)                    DEFLEC99
 DR0922  GEOID HEIGHT-         -22.82  (meters)                     GEOID03
 DR0922
 DR0922  HORZ ORDER  -  SECOND
 DR0922
 DR0922.The horizontal coordinates were established by classical geodetic methods
 DR0922.and adjusted by the National Geodetic Survey in December 1993..
 DR0922
 DR0922.The NAVD 88 height was computed by applying the VERTCON shift value to
 DR0922.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DR0922
 DR0922.The Laplace correction was computed from DEFLEC99 derived deflections.
 DR0922
 DR0922.The geoid height was determined by GEOID03.
 DR0922
 DR0922;                    North         East     Units Scale Factor Converg.
 DR0922;SPC NM E     -   279,126.284   125,054.846   MT  0.99992876   -0 14 14.8
 DR0922;SPC NM E     -   915,766.82    410,284.11   sFT  0.99992876   -0 14 14.8
 DR0922;SPC NM C     -   280,030.511   638,111.196   MT  1.00013509   +0 49 15.7
 DR0922;SPC NM C     -   918,733.43  2,093,536.48   sFT  1.00013509   +0 49 15.7
 DR0922;UTM  13      - 3,708,584.259   521,979.130   MT  0.99960596   +0 07 50.5
 DR0922
 DR0922!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR0922!SPC NM E     -   0.99979477  x   0.99992876  =   0.99972354
 DR0922!SPC NM C     -   0.99979477  x   1.00013509  =   0.99992983
 DR0922!UTM  13      -   0.99979477  x   0.99960596  =   0.99940081
 DR0922
 DR0922|---------------------------------------------------------------------|
 DR0922| PID    Reference Object                     Distance      Geod. Az  |
 DR0922|                                                           dddmmss.s |
 DR0922| CJ6206 DICK RM 1                            14.350 METERS 00426     |
 DR0922| CJ6207 DICK RM 2                            15.864 METERS 10049     |
 DR0922| DR0892 CORN                                APPROX. 5.1 KM 1283636.4 |
 DR0922|---------------------------------------------------------------------|
 DR0922
 DR0922                          SUPERSEDED SURVEY CONTROL
 DR0922
 DR0922  NAD 83(1986)-  33 30 59.74956(N)    104 45 47.97923(W) AD(       ) 2
 DR0922  NAD 27      -  33 30 59.41147(N)    104 45 46.07338(W) AD(       ) 2
 DR0922  NGVD 29 (07/19/86) 1329.8    (m)         4363.     (f) VERT ANG       
 DR0922
 DR0922.Superseded values are not recommended for survey control.
 DR0922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0922.See file dsdata.txt to determine how the superseded data were derived.
 DR0922
 DR0922_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SET2197908584(NAD 83)
 DR0922_MARKER: DS = TRIANGULATION STATION DISK
 DR0922_SETTING: 66 = SET IN ROCK OUTCROP
 DR0922_SP_SET: PARTIALLY EXPOSED BEDROCK
 DR0922
 DR0922  HISTORY     - Date     Condition        Report By
 DR0922  HISTORY     - 1967     MONUMENTED       CGS
 DR0922
 DR0922                          STATION DESCRIPTION
 DR0922
 DR0922'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LJM)
 DR0922'STATION IS LOCATED N 59 DEG W, ABOUT 16.5 MI. (AIRLINE) FROM
 DR0922'ROSWELL, NEW MEXICO, N 78 DEG W, ABOUT 145 MI. (AIRLINE) FROM
 DR0922'THE JUNCTION OF U.S. HIGHWAY 285 AND U.S. HIGHWAY 70.  THE
 DR0922'STATION IS LOCATED 130 FT. N. OF THE RIGHT-OF-WAY FENCE ON
 DR0922'STATE HIGHWAY 48.  THE STATION CAN BE LOCATED FROM THE
 DR0922'ROSWELL (NI-13-8) 1--250,000 SERIES MAP.
 DR0922'
 DR0922'STATION MARK--A STANDARD BRONZE TABLET, CEMENTED IN BEDROCK
 DR0922'AND STAMPED DICK E.T. 1967.
 DR0922'
 DR0922'REFERENCE MARK NO. 1--A STANDARD BRONZE RM TABLET CEMENTED
 DR0922'IN BEDROCK, PROJECTING ABOUT 0.2 FT. ABOVE THE GROUND AND
 DR0922'STAMPED DICK E.T. 1967.
 DR0922'
 DR0922'REFERENCE MARK NO. 2--A STANDARD BRONZE RM TABLET CEMENTED IN
 DR0922'BEDROCK PROJECTING ABOUT 0.4 FT. ABOVE THE GROUND AND STAMPED
 DR0922'DICK E.T. 1967 2.
 DR0922'
 DR0922'THE DISTANCE BETWEEN RM NO. 1 AND NO. 2 WAS NOT MEASURED.
 DR0922'
 DR0922'STATION CORN 1934 (USC AND GS) WILL SERVE AS THE AZIMUTH
 DR0922'MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GO0492 ***********************************************************************
 GO0492  DESIGNATION -  DIKE RESET
 GO0492  PID         -  GO0492
 GO0492  STATE/COUNTY-  NM/SAN JUAN
 GO0492  USGS QUAD   -  SHIP ROCK (1979)
 GO0492
 GO0492                         *CURRENT SURVEY CONTROL
 GO0492  ___________________________________________________________________
 GO0492* NAD 83(1992)-  36 39 35.30154(N)    108 49 56.71820(W)     ADJUSTED  
 GO0492* NAVD 88     -      1777.7    (meters)    5832.     (feet)  VERTCON   
 GO0492  ___________________________________________________________________
 GO0492  LAPLACE CORR-          -3.40  (seconds)                    DEFLEC99
 GO0492  GEOID HEIGHT-         -20.94  (meters)                     GEOID03
 GO0492
 GO0492  HORZ ORDER  -  FIRST
 GO0492
 GO0492.The horizontal coordinates were established by classical geodetic methods
 GO0492.and adjusted by the National Geodetic Survey in December 1993..
 GO0492
 GO0492.The NAVD 88 height was computed by applying the VERTCON shift value to
 GO0492.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GO0492
 GO0492.The Laplace correction was computed from DEFLEC99 derived deflections.
 GO0492
 GO0492.The geoid height was determined by GEOID03.
 GO0492
 GO0492;                    North         East     Units Scale Factor Converg.
 GO0492;SPC NM W     -   628,196.476   740,680.986   MT  1.00001492   -0 35 47.6
 GO0492;SPC NM W     - 2,061,007.94  2,430,050.87   sFT  1.00001492   -0 35 47.6
 GO0492;UTM  12      - 4,059,323.204   693,731.780   MT  1.00006241   +1 17 40.5
 GO0492
 GO0492!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GO0492!SPC NM W     -   0.99972438  x   1.00001492  =   0.99973929
 GO0492!UTM  12      -   0.99972438  x   1.00006241  =   0.99978677
 GO0492
 GO0492|---------------------------------------------------------------------|
 GO0492| PID    Reference Object                     Distance      Geod. Az  |
 GO0492|                                                           dddmmss.s |
 GO0492| CD3350 DIKE RM 1                             6.060 METERS 03019     |
 GO0492| CD4043 T28N R19W SECS 11 12 13 14                         1233328.5 |
 GO0492| CD3352 DIKE RM 3                             4.049 METERS 14305     |
 GO0492| CD3351 DIKE RM 2                            27.250 METERS 19645     |
 GO0492|---------------------------------------------------------------------|
 GO0492
 GO0492                          SUPERSEDED SURVEY CONTROL
 GO0492
 GO0492  NAD 83(1992)-  36 39 35.30130(N)    108 49 56.71933(W) AD(       ) 1
 GO0492  NAD 83(1992)-  36 39 35.29876(N)    108 49 56.72035(W) AD(       ) 1
 GO0492  NAD 83(1986)-  36 39 35.29465(N)    108 49 56.72257(W) AD(       ) 1
 GO0492  NAD 27      -  36 39 35.29800(N)    108 49 54.38900(W) AD(       ) 1
 GO0492  NGVD 29 (08/22/88) 1776.7    (m)         5829.     (f) VERT ANG       
 GO0492
 GO0492.Superseded values are not recommended for survey control.
 GO0492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GO0492.See file dsdata.txt to determine how the superseded data were derived.
 GO0492
 GO0492_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXF9373259323(NAD 83)
 GO0492_MARKER: DS = TRIANGULATION STATION DISK
 GO0492_SETTING: 66 = SET IN ROCK OUTCROP
 GO0492
 GO0492  HISTORY     - Date     Condition        Report By
 GO0492  HISTORY     - 1971     MONUMENTED       NGS
 GO0492  HISTORY     - 1971     GOOD             NGS
 GO0492
 GO0492                          STATION DESCRIPTION
 GO0492
 GO0492'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 GO0492'REFERENCE MARK 2 WAS RECOVERED AND FOUND IN GOOD CONDITION.  THE
 GO0492'LOWER PART OF THE STATION DRILL HOLE AND A LITTLE CONCRETE WAS
 GO0492'FOUND AT THE STATION AND REFERENCE MARK 1 IS COMPLETELY
 GO0492'DESTROYED.  REFERENCE MARK 2 AND ANGLES INTO THE NATIONAL NET
 GO0492'WERE USED TO IDENTIFY THE DRILL AS THE STATION.  THE DRILL HOLE
 GO0492'WAS MADE DEEPER AND A NEW DISK WAS SET ON THE ORIGINAL POSITION.
 GO0492'REFERENCE MARK 3 AND AN AZIMUTH MARK WERE ESTABLISHED.
 GO0492'
 GO0492'THE STATION MARK IS A STANDARD DISK STAMPED, DIKE 1934 1971.
 GO0492'IT IS SET IN A DRILL HOLE ON TOP OF A ROUNDED HUMP ON THE DIKE.
 GO0492'THE MARK WAS COVERED WITH A LIGHT COAT OF CONCRETE TO HELP
 GO0492'PROTECT IT FROM VANDALLS.
 GO0492'
 GO0492'REFERENCE MARK 2 IS A STANDARD DISK STAMPED, DIDE NO 2 1934.
 GO0492'IT IS SET IN A DRILL HOLE IN AN OUTCROP AT A SMALL BEND IN THE
 GO0492'DIKE WHICH IS ABOUT 10 FEET LOWER THAN THE STATION.
 GO0492'
 GO0492'REFERENCE MARK 3 IS A STANDARD DISK STAMPED, DIKE NO 3 1934 1971.
 GO0492'IT IS SET IN A DRILL HOLE ALONG THE EAST SIDE OF THE DIKE WHICH
 GO0492'IS ABOUT 2 FEET LOWER THAN THE STATION.  THE MARK WAS RUBBED WITH
 GO0492'WET CEMENT TO PROTECT IT FROM VANDALS.
 GO0492'
 GO0492'THE AZIMUTH MARK IS A SECTION CORNER STAMPED, T28N R19W S11
 GO0492'S12 S14 S13 USIS.  IT IS SET ON TOP OF A 2 INCH IRON PIPE WHICH
 GO0492'PROJECTS 14 INCHES.  0.05 MILE NORTH OF THE ROAD, 40 YARDS
 GO0492'SOUTH OF POWER LINE AND 2 FEET WEST OF A METAL WITNESS POST.
 GO0492'
 GO0492'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY
 GO0492'666 AND NEW MEXICO HIGHWAY 504 IN SHIPROCK GO SOUTH ALONG U.S.
 GO0492'666 FOR 6.2 MILES TO A GRADED ROAD RIGHT AT SIGN RED ROCK 22.
 GO0492'TURN RIGHT AND GO WEST FOR 8.2 MILES TO A NATURAL DIKE WHICH
 GO0492'LEADS NORTH TO SHIPROCK, THE ROCK.  TO REACH THE AZIMUTH MARK
 GO0492'FROM THIS POINT BACKTRACK FOR 1.1 MILES TO A POWER LINE CROSSING
 GO0492'AND THE MARK ON THE LEFT.  RETURN TO THE DIKE TURN RIGHT AND
 GO0492'GO NORTH ALONG A TRACK ROAD FOR 1.3 MILES TO DIM TRACKS LEFT
 GO0492'ABOUT 60 YARDS EAST OF A WELL CASEING.  TURN LEFT FOR
 GO0492'ABOUT 0.2 MILE TO FOOT OF SAND HILL WHICH LEADS TO THE TOP OF
 GO0492'DIKE.  A 10 MINUTE PACK TO TOP AND STATION.
 GO0492'
 GO0492'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 GO0492'
 GO0492'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--11 MILES
 GO0492'SOUTHWEST OF SHIPROCK
 GO0492
 GO0492                          STATION RECOVERY (1971)
 GO0492
 GO0492'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (CWW)
 GO0492'THE STATION WAS RECOVERED AS DESCRIBED AND WAS IN GOOD CONDITION.
 GO0492'REFERENCE MARKS WERE NOT LOCATED.
 GO0492'
 GO0492'HEIGHT OF LIGHT ABOVE STATION MARK 5.0 FEET.
 GO0492'
 GO0492'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--11 MILES
 GO0492'SOUTHWEST OF SHIPROCK
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0580 ***********************************************************************
 FN0580  DESIGNATION -  DILIA
 FN0580  PID         -  FN0580
 FN0580  STATE/COUNTY-  NM/GUADALUPE
 FN0580  USGS QUAD   -  THOMPSON RANCH (1963)
 FN0580
 FN0580                         *CURRENT SURVEY CONTROL
 FN0580  ___________________________________________________________________
 FN0580* NAD 83(1992)-  35 06 54.23670(N)    105 03 57.04271(W)     ADJUSTED  
 FN0580* NAVD 88     -      1711.7    (meters)    5616.     (feet)  VERTCON   
 FN0580  ___________________________________________________________________
 FN0580  LAPLACE CORR-          -4.44  (seconds)                    DEFLEC99
 FN0580  GEOID HEIGHT-         -20.89  (meters)                     GEOID03
 FN0580
 FN0580  HORZ ORDER  -  FIRST
 FN0580
 FN0580.The horizontal coordinates were established by classical geodetic methods
 FN0580.and adjusted by the National Geodetic Survey in December 1993..
 FN0580
 FN0580.The NAVD 88 height was computed by applying the VERTCON shift value to
 FN0580.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FN0580
 FN0580.The Laplace correction was computed from DEFLEC99 derived deflections.
 FN0580
 FN0580.The geoid height was determined by GEOID03.
 FN0580
 FN0580;                    North         East     Units Scale Factor Converg.
 FN0580;SPC NM E     -   456,588.195    98,229.527   MT  0.99996402   -0 25 16.9
 FN0580;SPC NM E     - 1,497,989.77    322,274.71   sFT  0.99996402   -0 25 16.9
 FN0580;UTM  13      - 3,885,805.523   493,999.940   MT  0.99960044   -0 02 16.4
 FN0580
 FN0580!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FN0580!SPC NM E     -   0.99973467  x   0.99996402  =   0.99969870
 FN0580!UTM  13      -   0.99973467  x   0.99960044  =   0.99933522
 FN0580
 FN0580|---------------------------------------------------------------------|
 FN0580| PID    Reference Object                     Distance      Geod. Az  |
 FN0580|                                                           dddmmss.s |
 FN0580| FN0579 AMARILLO ALBUQUERQUE AY BN 79B       12.550 METERS 10123     |
 FN0580| CJ6212 DILIA RM 1                           11.147 METERS 10605     |
 FN0580| CJ6213 DILIA RM 2                           14.267 METERS 21455     |
 FN0580| CJ6211 DILIA AZ MK                                        3371701.2 |
 FN0580|---------------------------------------------------------------------|
 FN0580
 FN0580                          SUPERSEDED SURVEY CONTROL
 FN0580
 FN0580  NAD 83(1986)-  35 06 54.24371(N)    105 03 57.04106(W) AD(       ) 1
 FN0580  NAD 27      -  35 06 54.05120(N)    105 03 55.04410(W) AD(       ) 1
 FN0580  NGVD 29 (07/19/86) 1710.9    (m)         5613.     (f) VERT ANG       
 FN0580
 FN0580.Superseded values are not recommended for survey control.
 FN0580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0580.See file dsdata.txt to determine how the superseded data were derived.
 FN0580
 FN0580_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDU9400085806(NAD 83)
 FN0580_MARKER: DS = TRIANGULATION STATION DISK
 FN0580_SETTING: 66 = SET IN ROCK OUTCROP
 FN0580_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 FN0580_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FN0580+STABILITY: POSITION/ELEVATION WELL
 FN0580
 FN0580  HISTORY     - Date     Condition        Report By
 FN0580  HISTORY     - 1949     MONUMENTED       CGS
 FN0580  HISTORY     - 1958     GOOD             CGS
 FN0580  HISTORY     - 1963     GOOD             USGS
 FN0580  HISTORY     - 1966     GOOD             CGS
 FN0580
 FN0580                          STATION DESCRIPTION
 FN0580
 FN0580'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (DHK)
 FN0580'STATION IS LOCATED ON A CEDAR-COVERED HILL, 5-1/2 MILES AIR
 FN0580'LINE SOUTH OF DILIA, 41 FEET WEST OF AIRWAY BEACON 79B, 20
 FN0580'FEET WEST OF NORTHWEST CORNER OF GENERATOR HOUSE, 8 FEET NORTHEAST
 FN0580'OF WHITE WITNESS POST, SET ONE FOOT BELOW SURFACE OF GROUND, AND
 FN0580'STAMPED, DILIA 1949.
 FN0580'
 FN0580'REFERENCE MARK NO. 1 IS ABOUT 16 INCHES HIGHER THAN STATION,
 FN0580'SET ON WEST EDGE OF CONCRETE PLATFORM OF BEACON, 1 FOOT NORTH
 FN0580'OF LADDER OF BEACON TOWER, PROJECTS 6 INCHES, AND STAMPED,
 FN0580'DILIA NO 1 1949.
 FN0580'
 FN0580'REFERENCE MARK NO. 2 IS ABOUT THE SAME ELEVATION AS STATION,
 FN0580'ON SOUTHWEST SLOPE OF HILL, PROJECTS 2 INCHES, AND STAMPED,
 FN0580'DILIA NO 2 1949.
 FN0580'
 FN0580'AZIMUTH MARK IS LOCATED ABOUT 150 FEET SOUTHEAST OF A CATTLE
 FN0580'GUARD, 6 PACES EAST OF THE CENTER LINE OF ROAD, 6 FEET WEST
 FN0580'OF WHITE WITNESS POST, PROJECTS 4 INCHES, AND STAMPED, DILIA 1949.
 FN0580'
 FN0580'TO REACH FROM DILIA, GO SOUTH ON U.S. HIGHWAY 84 FOR 5.9
 FN0580'MILES TO A ROAD AND GATE ON RIGHT, JUST BEFORE REACHING TOP
 FN0580'OF RIDGE.  TURN RIGHT, THROUGH GATE AND GO 1.8 MILES TO ROAD
 FN0580'AND GATE ON LEFT.  (TO REACH AZIMUTH MARK FROM THIS POINT,
 FN0580'CONTINUE NORTH ON ROAD FOR 2.4 MILES TO AZIMUTH MARK ON RIGHT AS
 FN0580'DESCRIBED ABOVE) TURN LEFT, THROUGH GATE, TAKE LEFT FORK AND GO
 FN0580'1.2 MILES TO STATION AS DESCRIBED ABOVE.  A DRIVE STATION.
 FN0580
 FN0580                          STATION RECOVERY (1958)
 FN0580
 FN0580'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (JCL)
 FN0580'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 FN0580'AIRWAY BEACON 79B HAS BEEN TORN DOWN BUT THE BASE IS STILL IN
 FN0580'PLACE.
 FN0580'
 FN0580'TO REACH THE STATION FROM DILIA, GO SOUTH ON U.S. HIGHWAY 85 FOR
 FN0580'5.9 MILES TO A GATE ON RIGHT JUST BEFORE REACHING TOP OF RIDGE.
 FN0580'TURN RIGHT THROUGH GATE AND GO 0.9 MILES TO THE ANTON CHICO VOR OF
 FN0580'THE C.A.A.  TURN RIGHT AND GO NORTH ALONG OLD HIGHWAY TO TOP
 FN0580'OF HILL (ABOUT 0.9 MILE) AND A GATE ON THE LEFT.  TURN LEFT
 FN0580'THROUGH GATE AND FOLLOW LEFT FORK FOR 1.2 MILES TO THE STATION
 FN0580'SITE.
 FN0580'
 FN0580'THE AZIMUTH MARK WAS NOT SEARCHED FOR AND CANNOT BE REACHED FROM
 FN0580'THE STATION DUE TO FENCES AND THE DETERIORATION OF THE ABANDONED
 FN0580'HIGHWAY.
 FN0580
 FN0580                          STATION RECOVERY (1963)
 FN0580
 FN0580'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 FN0580'DESCRIPTION AND POSITION LISTED IN NGS QUAD 35105-2, STATION 1006.
 FN0580'
 FN0580'RECOVERED BY USGS IN 1958 AND 1963.
 FN0580'
 FN0580'STATION MARK--STANDARD USC AND GS DISK STAMPED---DILIA 1949---,
 FN0580'WEDGED IN A DRILL HOLE IN BEDROCK, SET 1.0 FT. BELOW SURFACE OF
 FN0580'GROUND.
 FN0580
 FN0580                          STATION RECOVERY (1966)
 FN0580
 FN0580'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (RWM)
 FN0580'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0754 ***********************************************************************
 CW0754  DESIGNATION -  DILLAHUNTY
 CW0754  PID         -  CW0754
 CW0754  STATE/COUNTY-  NM/EDDY
 CW0754  USGS QUAD   -  JUMPING SPRING (1978)
 CW0754
 CW0754                         *CURRENT SURVEY CONTROL
 CW0754  ___________________________________________________________________
 CW0754* NAD 83(1992)-  32 03 39.12666(N)    104 19 05.41239(W)     ADJUSTED  
 CW0754* NAVD 88     -      1077.     (meters)    3533.     (feet)  SCALED    
 CW0754  ___________________________________________________________________
 CW0754  LAPLACE CORR-          -5.70  (seconds)                    DEFLEC99
 CW0754  GEOID HEIGHT-         -24.79  (meters)                     GEOID03
 CW0754
 CW0754  HORZ ORDER  -  THIRD
 CW0754
 CW0754.The horizontal coordinates were established by classical geodetic methods
 CW0754.and adjusted by the National Geodetic Survey in December 1993..
 CW0754
 CW0754.The orthometric height was scaled from a topographic map.
 CW0754
 CW0754.The Laplace correction was computed from DEFLEC99 derived deflections.
 CW0754
 CW0754.The geoid height was determined by GEOID03.
 CW0754
 CW0754;                    North         East     Units Scale Factor Converg.
 CW0754;SPC NM E     -   117,617.066   166,431.743   MT  0.99990912   +0 00 29.0
 CW0754;SPC NM E     -   385,881.99    546,034.81   sFT  0.99990912   +0 00 29.0
 CW0754;UTM  13      - 3,547,385.825   564,360.563   MT  0.99965108   +0 21 43.0
 CW0754
 CW0754!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CW0754!SPC NM E     -   0.99983489  x   0.99990912  =   0.99974402
 CW0754!UTM  13      -   0.99983489  x   0.99965108  =   0.99948603
 CW0754
 CW0754                          SUPERSEDED SURVEY CONTROL
 CW0754
 CW0754  NAD 83(1986)-  32 03 39.12663(N)    104 19 05.40945(W) AD(       ) 3
 CW0754  NAD 27      -  32 03 38.69536(N)    104 19 03.61025(W) AD(       ) 3
 CW0754
 CW0754.Superseded values are not recommended for survey control.
 CW0754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0754.See file dsdata.txt to determine how the superseded data were derived.
 CW0754
 CW0754_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SER6436147386(NAD 83)
 CW0754_MARKER: DD = SURVEY DISK
 CW0754_SETTING: 66 = SET IN ROCK OUTCROP
 CW0754_SP_SET: SET IN ROCK OUTCROP
 CW0754_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CW0754+STABILITY: POSITION/ELEVATION WELL
 CW0754
 CW0754  HISTORY     - Date     Condition        Report By
 CW0754  HISTORY     - 1944     MONUMENTED       USGS
 CW0754
 CW0754                          STATION DESCRIPTION
 CW0754
 CW0754'DESCRIBED BY US GEOLOGICAL SURVEY 1944
 CW0754'STATION IS ABOUT 1.75 MI. N. OF THE DILLAHUNTY RANCH, ON RD. FROM
 CW0754'RANCH TO WHITE CITY, IT IS 210 FT. W. OF RD., ON HIGHEST GROUND IN
 CW0754'IMMEDIATE VICINITY.
 CW0754'
 CW0754'STATION MARK--STANDARD TABLET, SET IN ROCK, AND STAMPED ---DILLAHUNTY
 CW0754'1944---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0020 ***********************************************************************
 GM0020  DESIGNATION -  DILLON
 GM0020  PID         -  GM0020
 GM0020  STATE/COUNTY-  NM/COLFAX
 GM0020  USGS QUAD   -  CLIFTON HOUSE (1971)
 GM0020
 GM0020                         *CURRENT SURVEY CONTROL
 GM0020  ___________________________________________________________________
 GM0020* NAD 83(1986)-  36 51 17.     (N)    104 27 27.     (W)     SCALED    
 GM0020* NAVD 88     -      1966.410  (meters)    6451.46   (feet)  ADJUSTED  
 GM0020  ___________________________________________________________________
 GM0020  GEOID HEIGHT-         -18.39  (meters)                     GEOID03
 GM0020  DYNAMIC HT  -        1963.920 (meters)    6443.29  (feet)  COMP
 GM0020  MODELED GRAV-     979,294.5   (mgal)                       NAVD 88
 GM0020
 GM0020  VERT ORDER  -  FIRST     CLASS II
 GM0020
 GM0020.The horizontal coordinates were scaled from a topographic map and have
 GM0020.an estimated accuracy of +/- 6 seconds.
 GM0020
 GM0020.The orthometric height was determined by differential leveling
 GM0020.and adjusted by the National Geodetic Survey in June 1991..
 GM0020
 GM0020.The geoid height was determined by GEOID03.
 GM0020
 GM0020.The dynamic height is computed by dividing the NAVD 88
 GM0020.geopotential number by the normal gravity value computed on the
 GM0020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GM0020.degrees latitude (g = 980.6199 gals.).
 GM0020
 GM0020.The modeled gravity was interpolated from observed gravity values.
 GM0020
 GM0020;                    North         East    Units  Estimated Accuracy
 GM0020;SPC NM E     -   649,360.      153,930.      MT  (+/- 180 meters Scaled)
 GM0020
 GM0020                          SUPERSEDED SURVEY CONTROL
 GM0020
 GM0020.No superseded survey control is available for this station.
 GM0020
 GM0020_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEA483788(NAD 83)
 GM0020_MARKER: DB = BENCH MARK DISK
 GM0020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GM0020_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GM0020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GM0020+STABILITY: SURFACE MOTION
 GM0020
 GM0020  HISTORY     - Date     Condition        Report By
 GM0020  HISTORY     - UNK      MONUMENTED       CGS
 GM0020  HISTORY     - 1934     GOOD             NGS
 GM0020  HISTORY     - 1971     MARK NOT FOUND   USGS
 GM0020
 GM0020                          STATION DESCRIPTION
 GM0020
 GM0020'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GM0020'3.78 MI S FROM RATON.
 GM0020'3.78 MILES SOUTH OF RATON BY RAIL.  SET ON RIGHT OF WAY OF A.T. AND
 GM0020'SANTA FE. R.R. 75 FT. WEST OF CENTER LINE OF TRACK.  185 FT. S.W. OF
 GM0020'DILLON JUNCTION.  APPROXIMATELY 1/2 MILE SOUTH OF DILLON.  NOTE-- THE
 GM0020'AREA IS PASTURE LAND AND COVERED COMPLETELY.
 GM0020
 GM0020                          STATION RECOVERY (1971)
 GM0020
 GM0020'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 GM0020'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0802 ***********************************************************************
 DT0802  DESIGNATION -  DILLON MTN
 DT0802  PID         -  DT0802
 DT0802  STATE/COUNTY-  NM/CATRON
 DT0802  USGS QUAD   -  DILLON MOUNTAIN (1965)
 DT0802
 DT0802                         *CURRENT SURVEY CONTROL
 DT0802  ___________________________________________________________________
 DT0802* NAD 83(1992)-  33 50 56.76915(N)    108 47 41.75554(W)     ADJUSTED  
 DT0802* NAVD 88     -      2640.6    (meters)    8663.     (feet)  VERTCON   
 DT0802  ___________________________________________________________________
 DT0802  LAPLACE CORR-           0.96  (seconds)                    DEFLEC99
 DT0802  GEOID HEIGHT-         -22.32  (meters)                     GEOID03
 DT0802
 DT0802  HORZ ORDER  -  THIRD
 DT0802
 DT0802.The horizontal coordinates were established by classical geodetic methods
 DT0802.and adjusted by the National Geodetic Survey in December 1993..
 DT0802
 DT0802.The NAVD 88 height was computed by applying the VERTCON shift value to
 DT0802.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DT0802
 DT0802.The Laplace correction was computed from DEFLEC99 derived deflections.
 DT0802
 DT0802.The geoid height was determined by GEOID03.
 DT0802
 DT0802;                    North         East     Units Scale Factor Converg.
 DT0802;SPC NM W     -   316,339.056   741,011.946   MT  1.00001426   -0 32 08.4
 DT0802;SPC NM W     - 1,037,855.72  2,431,136.69   sFT  1.00001426   -0 32 08.4
 DT0802;UTM  12      - 3,747,612.304   704,011.870   MT  1.00011311   +1 13 43.2
 DT0802
 DT0802!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DT0802!SPC NM W     -   0.99958913  x   1.00001426  =   0.99960339
 DT0802!UTM  12      -   0.99958913  x   1.00011311  =   0.99970220
 DT0802
 DT0802                          SUPERSEDED SURVEY CONTROL
 DT0802
 DT0802  NAD 83(1992)-  33 50 56.76899(N)    108 47 41.75660(W) AD(       ) 3
 DT0802  NAD 83(1986)-  33 50 56.76852(N)    108 47 41.75831(W) AD(       ) 3
 DT0802  NGVD 29 (03/12/92) 2639.6    (m)         8660.     (f) VERT ANG       
 DT0802
 DT0802.Superseded values are not recommended for survey control.
 DT0802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0802.See file dsdata.txt to determine how the superseded data were derived.
 DT0802
 DT0802_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYC0401247612(NAD 83)
 DT0802_MARKER: DS = TRIANGULATION STATION DISK
 DT0802_SETTING: 66 = SET IN ROCK OUTCROP
 DT0802_SP_SET: SET IN A ROCK LEDGE
 DT0802_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DT0802+STABILITY: POSITION/ELEVATION WELL
 DT0802
 DT0802  HISTORY     - Date     Condition        Report By
 DT0802  HISTORY     - 1965     MONUMENTED       USGS
 DT0802
 DT0802                          STATION DESCRIPTION
 DT0802
 DT0802'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 DT0802'STATION IS LOCATED 2.5 MI. W. AND 9 MI. N. OF RESERVE, NEW MEXICO, ON
 DT0802'SE. END OF DILLON MOUNTAIN, IN EDGE OF SMALL RIM ABOUT 200 FT. S. OF A
 DT0802'USFS HELIPORT.  STATION WAS REACHED BY HELICOPTER.
 DT0802'
 DT0802'STATION MARK--STANDARD USGS BRONZE TABLET STAMPED---DILLON MTN-ET
 DT0802'1965--- AND CEMENTED IN TOP OF LEDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS1465 ***********************************************************************
 DS1465  DESIGNATION -  DINES
 DS1465  PID         -  DS1465
 DS1465  STATE/COUNTY-  NM/SIERRA
 DS1465  USGS QUAD   -  WINSTON (1965)
 DS1465
 DS1465                         *CURRENT SURVEY CONTROL
 DS1465  ___________________________________________________________________
 DS1465* NAD 83(1992)-  33 15 16.17729(N)    107 43 19.76882(W)     ADJUSTED  
 DS1465* NAVD 88     -      2315.     (meters)    7595.     (feet)  VERTCON   
 DS1465  ___________________________________________________________________
 DS1465  LAPLACE CORR-          -4.62  (seconds)                    DEFLEC99
 DS1465  GEOID HEIGHT-         -22.41  (meters)                     GEOID03
 DS1465
 DS1465  HORZ ORDER  -  THIRD
 DS1465
 DS1465.The horizontal coordinates were established by classical geodetic methods
 DS1465.and adjusted by the National Geodetic Survey in December 1993..
 DS1465
 DS1465.The NAVD 88 height was computed by applying the VERTCON shift value to
 DS1465.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DS1465
 DS1465.The Laplace correction was computed from DEFLEC99 derived deflections.
 DS1465
 DS1465.The geoid height was determined by GEOID03.
 DS1465
 DS1465;                    North         East     Units Scale Factor Converg.
 DS1465;SPC NM W     -   249,983.459   840,358.901   MT  0.99991799   +0 03 39.5
 DS1465;SPC NM W     -   820,154.07  2,757,077.49   sFT  0.99991799   +0 03 39.5
 DS1465;UTM  13      - 3,682,805.704   246,401.575   MT  1.00039300   -1 29 36.7
 DS1465
 DS1465!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS1465!SPC NM W     -   0.99964021  x   0.99991799  =   0.99955823
 DS1465!UTM  13      -   0.99964021  x   1.00039300  =   1.00003307
 DS1465
 DS1465                          SUPERSEDED SURVEY CONTROL
 DS1465
 DS1465  NAD 83(1986)-  33 15 16.17499(N)    107 43 19.76145(W) AD(       ) 3
 DS1465  NGVD 29 (06/12/91) 2314.     (m)         7592.     (f) VERT ANG       
 DS1465
 DS1465.Superseded values are not recommended for survey control.
 DS1465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS1465.See file dsdata.txt to determine how the superseded data were derived.
 DS1465
 DS1465_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBS4640282806(NAD 83)
 DS1465_MARKER: DD = SURVEY DISK
 DS1465_SETTING: 66 = SET IN ROCK OUTCROP
 DS1465_SP_SET: SET IN BEDROCK
 DS1465_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DS1465+STABILITY: POSITION/ELEVATION WELL
 DS1465
 DS1465  HISTORY     - Date     Condition        Report By
 DS1465  HISTORY     - 1962     MONUMENTED       USGS
 DS1465
 DS1465                          STATION DESCRIPTION
 DS1465
 DS1465'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 DS1465'STATION LOCATED ABOUT 4.0 MI. (AIRLINE) W. AND 6.0 MI. (AIRLINE) S.
 DS1465'OF WINSTON, NEW MEXICO.  ABOUT 1.0 MI. NNW. OF THE FRANK DINES RANCH
 DS1465'ON HIGHEST POINT OF PROMINENT HILL.
 DS1465'
 DS1465'TO REACH FROM WINSTON POST OFFICE, AT JUNCTION OF STATE HIGHWAY 52
 DS1465'AND CHLORIDE ROAD, GO S. ON THE CHLORIDE ROAD 1.0 MI. TO Y-FORK, GO
 DS1465'LEFT (S.) ON RD. TO HERMOSA 10.6 MI. TO A SADDLE.  STATION HILL IS
 DS1465'VISIBLE FROM HERE STRAIGHT AHEAD TO W., CONTINUE ALONG RD. 0.2 MI.
 DS1465'TO DIM TRACK RD. NW., GO RIGHT NW. ON RD. 0.3 MI. TO FENCE CORNER
 DS1465'AND END OF TRUCK TRAVEL.  PACK W. FOR ABOUT 45 MINUTES TO HIGHEST
 DS1465'POINT OF HILL AND STATION.
 DS1465'
 DS1465'STATION MARK--STANDARD TABLET STAMPED---DINES 1962---, SET IN
 DS1465'BEDROCK.
 DS1465'
 DS1465'NO MENTION OF REFERENCE MARKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0436 ***********************************************************************
 FN0436  DESIGNATION -  DING
 FN0436  PID         -  FN0436
 FN0436  STATE/COUNTY-  NM/SAN MIGUEL
 FN0436  USGS QUAD   -  MINESE MESA (1972)
 FN0436
 FN0436                         *CURRENT SURVEY CONTROL
 FN0436  ___________________________________________________________________
 FN0436* NAD 83(1992)-  35 36 07.47709(N)    104 08 54.34483(W)     ADJUSTED  
 FN0436* NAVD 88     -      1423.7    (meters)    4671.     (feet)  VERTCON   
 FN0436  ___________________________________________________________________
 FN0436  LAPLACE CORR-          -2.83  (seconds)                    DEFLEC99
 FN0436  GEOID HEIGHT-         -21.53  (meters)                     GEOID03
 FN0436
 FN0436  HORZ ORDER  -  SECOND
 FN0436
 FN0436.The horizontal coordinates were established by classical geodetic methods
 FN0436.and adjusted by the National Geodetic Survey in December 1993..
 FN0436
 FN0436.The NAVD 88 height was computed by applying the VERTCON shift value to
 FN0436.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FN0436
 FN0436.The Laplace correction was computed from DEFLEC99 derived deflections.
 FN0436
 FN0436.The geoid height was determined by GEOID03.
 FN0436
 FN0436;                    North         East     Units Scale Factor Converg.
 FN0436;SPC NM E     -   510,386.006   181,753.482   MT  0.99991255   +0 06 27.5
 FN0436;SPC NM E     - 1,674,491.42    596,302.88   sFT  0.99991255   +0 06 27.5
 FN0436;UTM  13      - 3,940,148.151   577,134.695   MT  0.99967332   +0 29 44.8
 FN0436
 FN0436!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FN0436!SPC NM E     -   0.99977997  x   0.99991255  =   0.99969254
 FN0436!UTM  13      -   0.99977997  x   0.99967332  =   0.99945336
 FN0436
 FN0436:                Primary Azimuth Mark                     Grid Az
 FN0436:SPC NM E     -  DING AZ MK                               028 42 10.8
 FN0436:UTM  13      -  DING AZ MK                               028 18 53.5
 FN0436
 FN0436|---------------------------------------------------------------------|
 FN0436| PID    Reference Object                     Distance      Geod. Az  |
 FN0436|                                                           dddmmss.s |
 FN0436| CJ6221 DING AZ MK                                         0284838.3 |
 FN0436| CJ6222 DING RM 1                             9.212 METERS 08030     |
 FN0436| CJ6223 DING RM 2                             9.273 METERS 30938     |
 FN0436|---------------------------------------------------------------------|
 FN0436
 FN0436                          SUPERSEDED SURVEY CONTROL
 FN0436
 FN0436  NAD 83(1986)-  35 36 07.48525(N)    104 08 54.34108(W) AD(       ) 2
 FN0436  NAD 27      -  35 36 07.32780(N)    104 08 52.43020(W) AD(       ) 2
 FN0436  NGVD 29 (07/19/86) 1423.0    (m)         4669.     (f) VERT ANG       
 FN0436
 FN0436.Superseded values are not recommended for survey control.
 FN0436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0436.See file dsdata.txt to determine how the superseded data were derived.
 FN0436
 FN0436_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEV7713540148(NAD 83)
 FN0436_MARKER: DS = TRIANGULATION STATION DISK
 FN0436_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FN0436
 FN0436  HISTORY     - Date     Condition        Report By
 FN0436  HISTORY     - 1960     MONUMENTED       CGS
 FN0436
 FN0436                          STATION DESCRIPTION
 FN0436
 FN0436'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (HWK)
 FN0436'THE STATION IS APPROXIMATELY 15-1/2 MILES SOUTHWEST OF MOSQUERO,
 FN0436'6-1/2 MILES NORTH OF THE BELL RANCH HEADQUARTERS, 6 MILES
 FN0436'NORTHEAST OF THE CANADIAN RIVER CANYON AND ON THE PROPERTY
 FN0436'OF THE BELL RANCH.
 FN0436'
 FN0436'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 39
 FN0436'AND 65, 3.65 MILES NORTHWEST OF MOSQUERO, GO WEST ON HIGHWAY
 FN0436'65 FOR 5.9 MILES TO A SIDE ROAD ON THE RIGHT AND A SIGN HILL.
 FN0436'CONTINUE STRAIGHT AHEAD ON HIGHWAY 65 FOR 4.15 MILES TO A
 FN0436'ROAD FORK.  BEAR RIGHT ON HIGHWAY 65 FOR 0.75 MILE TO A ROAD
 FN0436'FORK AND A MAIL BOX ON THE LEFT.  TURN LEFT AND GO SOUTHERLY
 FN0436'FOR 0.6 MILE TO THE WAGGONER RANCH HOUSE ON THE LEFT.  BEAR
 FN0436'RIGHT WEST AND SOUTHWEST FOR 1.5 MILES TO A ROAD FORK.  BEAR
 FN0436'LEFT, SOUTH, ON THE MAIN TRAVELED ROAD FOR 7.8 MILES TO A
 FN0436'LOCKED GATE.  (TURN LEFT, EAST, ALONG THE SOUTH SIDE OF A
 FN0436'WIRE FENCE FOR 0.15 MILE TO THE AZIMUTH MARK).  CONTINUE
 FN0436'SOUTH FOR 0.2 MILE.  TURN RIGHT, LEAVING THE ROAD, FOR
 FN0436'0.15 MILE TO THE TOP OF A SMALL HILL AND THE STATION.
 FN0436'
 FN0436'STATION MARKS ARE STANDARD DISKS STAMPED DING 1960.  THE
 FN0436'SURFACE DISK IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS
 FN0436'4 INCHES.  IT IS 4.6 FEET SOUTHWEST OF A METAL WITNESS POST.
 FN0436'THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE
 FN0436'25 INCHES BELOW THE SURFACE OF THE GROUND.
 FN0436'
 FN0436'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED DING NO 1 1960,
 FN0436'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.
 FN0436'IT IS 27 FEET NORTHEAST OF THE METAL WITNESS POST.
 FN0436'
 FN0436'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED DING NO 2 1960,
 FN0436'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.
 FN0436'IT IS 31 FEET WEST OF THE METAL WITNESS POST.
 FN0436'
 FN0436'AZIMUTH MARK, A STANDARD DISK STAMPED DING 1960, IS SET IN A
 FN0436'SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.  IT IS 2.2
 FN0436'FEET SOUTHWEST OF A METAL WITNESS POST AND 1.5 FEET SOUTH
 FN0436'OF THE FENCE.
 FN0436'
 FN0436'NOTE.  REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0761 ***********************************************************************
 EQ0761  DESIGNATION -  DINO
 EQ0761  PID         -  EQ0761
 EQ0761  STATE/COUNTY-  NM/SOCORRO
 EQ0761  USGS QUAD   -  SOCORRO (1979)
 EQ0761
 EQ0761                         *CURRENT SURVEY CONTROL
 EQ0761  ___________________________________________________________________
 EQ0761* NAD 83(1992)-  34 06 40.33584(N)    106 54 08.78212(W)     ADJUSTED  
 EQ0761* NAVD 88     -      1448.74   (+/-2cm)    4753.1    (feet)  VERTCON   
 EQ0761  ___________________________________________________________________
 EQ0761  LAPLACE CORR-          -0.50  (seconds)                    DEFLEC99
 EQ0761  GEOID HEIGHT-         -22.08  (meters)                     GEOID03
 EQ0761
 EQ0761  HORZ ORDER  -  FIRST
 EQ0761  VERT ORDER  -  THIRD ? (See Below)
 EQ0761
 EQ0761.The horizontal coordinates were established by classical geodetic methods
 EQ0761.and adjusted by the National Geodetic Survey in December 1993..
 EQ0761
 EQ0761.The NAVD 88 height was computed by applying the VERTCON shift value to
 EQ0761.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EQ0761.The vertical order pertains to the NGVD 29 superseded value.
 EQ0761
 EQ0761.The Laplace correction was computed from DEFLEC99 derived deflections.
 EQ0761
 EQ0761.The geoid height was determined by GEOID03.
 EQ0761
 EQ0761;                    North         East     Units Scale Factor Converg.
 EQ0761;SPC NM C     -   345,179.980   439,808.710   MT  0.99994465   -0 21 57.2
 EQ0761;SPC NM C     - 1,132,477.98  1,442,939.08   sFT  0.99994465   -0 21 57.2
 EQ0761;UTM  13      - 3,776,120.253   324,531.047   MT  0.99997955   -1 04 01.8
 EQ0761
 EQ0761!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EQ0761!SPC NM C     -   0.99977609  x   0.99994465  =   0.99972075
 EQ0761!UTM  13      -   0.99977609  x   0.99997955  =   0.99975565
 EQ0761
 EQ0761|---------------------------------------------------------------------|
 EQ0761| PID    Reference Object                     Distance      Geod. Az  |
 EQ0761|                                                           dddmmss.s |
 EQ0761| CD2813 DINO RM 1                             6.119 METERS 01957     |
 EQ0761| CD2814 DINO RM 2                             4.526 METERS 11556     |
 EQ0761| EQ0770 ESCONDIDA 2                         APPROX. 1.5 KM 1700206.6 |
 EQ0761| EQ0771 3410635009                          159.483 METERS 34633     |
 EQ0761|---------------------------------------------------------------------|
 EQ0761
 EQ0761                          SUPERSEDED SURVEY CONTROL
 EQ0761
 EQ0761  NAD 83(1986)-  34 06 40.34250(N)    106 54 08.78394(W) AD(       ) 1
 EQ0761  NAD 27      -  34 06 40.10048(N)    106 54 06.67618(W) AD(       ) 1
 EQ0761  NGVD 29 (07/19/86) 1448.00   (m)         4750.6    (f) LEVELING    3  
 EQ0761
 EQ0761.Superseded values are not recommended for survey control.
 EQ0761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0761.See file dsdata.txt to determine how the superseded data were derived.
 EQ0761
 EQ0761_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT2453176120(NAD 83)
 EQ0761_MARKER: DS = TRIANGULATION STATION DISK
 EQ0761_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EQ0761
 EQ0761  HISTORY     - Date     Condition        Report By
 EQ0761  HISTORY     - 1966     MONUMENTED       CGS
 EQ0761  HISTORY     - 1969     GOOD             CGS
 EQ0761  HISTORY     - 1973     GOOD             NGS
 EQ0761  HISTORY     - 1973     GOOD             NGS
 EQ0761  HISTORY     - 20050524 GOOD             GEOCAC
 EQ0761
 EQ0761                          STATION DESCRIPTION
 EQ0761
 EQ0761'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (JCC)
 EQ0761'THE STATION IS ABOUT 3-3/4 MILES NORTH OF SOCORRO, 3-3/4 MILES SOUTH
 EQ0761'OF LEMITAR, ON THE EAST SIDE OF INTERSTATE 25 AND ON THE TOP OF
 EQ0761'ABOUT A 20 FOOT HIGH CUT BANK.
 EQ0761'
 EQ0761'TO REACH THE STATION FROM THE POST OFFICE IN SOCORRO, GO NORTH ON
 EQ0761'INTERSTATE 25 FOR 2.75 MILES TO AN EXIT ON THE RIGHT AT SIGN
 EQ0761'ESCONDIDA.  CONTINUE AHEAD ON THE HIGHWAY FOR 0.65 MILE TO THE
 EQ0761'STATION ON THE RIGHT JUST BEFORE REACHING THE CREST OF A HILL.
 EQ0761'
 EQ0761'STATION MARK IS A STANDARD DISK, STAMPED DINO 1966, SET IN THE TOP
 EQ0761'OF A 12 INCH SQUARE CONCRETE POST, THAT PROJECTS 10 INCHES.  IT IS
 EQ0761'109 FEET EAST OF THE CENTERLINE OF THE NORTHBOUND LANE OF INTERSTATE
 EQ0761'25 AND 10 FEET WEST OF A WITNESS POST AND A NORTH-SOUTH FENCE.
 EQ0761'
 EQ0761'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED DINO NO 1 1966, SET IN
 EQ0761'THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT IS
 EQ0761'FLUSH WITH THE GROUND.  IT IS 18 FEET NORTH OF THE WITNESS POST AND
 EQ0761'1 FOOT EAST OF THE FENCE.
 EQ0761'
 EQ0761'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED DINO NO 2 1966, SET IN
 EQ0761'THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT IS
 EQ0761'FLUSH WITH THE GROUND.  IT IS 8.5 FEET SOUTH OF THE WITNESS POST AND
 EQ0761'1 FOOT EAST OF THE FENCE.
 EQ0761
 EQ0761                          STATION RECOVERY (1969)
 EQ0761
 EQ0761'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LGB)
 EQ0761'THE STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD
 EQ0761'CONDITION.  THE 1966 DESCRIPTION IS ADEQUATE.
 EQ0761'
 EQ0761'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3-1/2 MILES NORTH
 EQ0761'OF SOCORRO.
 EQ0761
 EQ0761                          STATION RECOVERY (1973)
 EQ0761
 EQ0761'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (LFS)
 EQ0761'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AS
 EQ0761'DESCRIBED AND FOUND IN GOOD CONDITION.  DATA FROM 1969 RECOVERY NOTE
 EQ0761'WAS CHECKED.  THE ROUTE TO THE STATION IS ADEQUATE.
 EQ0761'
 EQ0761'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3-3/4 MILES NORTH
 EQ0761'OF SOCORRO.
 EQ0761
 EQ0761                          STATION RECOVERY (1973)
 EQ0761
 EQ0761'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CWW)
 EQ0761'THE STATION MARK AND REFERENCE MARKS WERE RECOVERED AND IN GOOD
 EQ0761'CONDITION.  THE AZIMUTH MARK WAS NOT SEARCHED FOR.  A COMPLETE
 EQ0761'DESCRIPTION FOLLOWS.
 EQ0761'
 EQ0761'STATION IS LOCATED IN SOCORRO COUNTY, NEW MEXICO, ALONG INTERSTATE
 EQ0761'25 AND IS ABOUT 4.0 MILES NORTH OF SOCORRO, NEW MEXICO.
 EQ0761'
 EQ0761'TO REACH THE STATION FROM THE JUNCTION OF CALIFORNIA AND MANZANARES
 EQ0761'STREETS IN SOCORRO, GO NORTH ON CALIFORNIA, 1.35 MILES TO AN
 EQ0761'INTERCHANGE ON-RAMP.  GO NORTH ON INTERSTATE 25, 2.6 MILES TO THE
 EQ0761'STATION ON THE RIGHT.  STATION IS 115 FEET EAST OF THE NORTHBOUND
 EQ0761'LANE OF INTERSTATE 25.
 EQ0761'
 EQ0761'STATION IS A STANDARD USC AND GS BRASS DISK SET IN A CONCRETE
 EQ0761'MONUMENT AND IS STAMPED DINO 1966.
 EQ0761'
 EQ0761'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES N OF
 EQ0761'SOCORRO.
 EQ0761
 EQ0761                          STATION RECOVERY (2005)
 EQ0761
 EQ0761'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 EQ0761'THE STATION AND RM 2 WERE RECOVERED.  RM 1 WAS NOT SEARCHED FOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0904 ***********************************************************************
 CV0904  DESIGNATION -  DISCOVERY
 CV0904  PID         -  CV0904
 CV0904  STATE/COUNTY-  NM/EDDY
 CV0904  USGS QUAD   -  TOWER HILL NORTH (1985)
 CV0904
 CV0904                         *CURRENT SURVEY CONTROL
 CV0904  ___________________________________________________________________
 CV0904* NAD 83(1992)-  32 31 14.94513(N)    103 52 57.06955(W)     ADJUSTED  
 CV0904* NAVD 88     -      1100.     (meters)    3609.     (feet)  SCALED    
 CV0904  ___________________________________________________________________
 CV0904  LAPLACE CORR-           2.08  (seconds)                    DEFLEC99
 CV0904  GEOID HEIGHT-         -23.85  (meters)                     GEOID03
 CV0904
 CV0904  HORZ ORDER  -  THIRD
 CV0904
 CV0904.The horizontal coordinates were established by classical geodetic methods
 CV0904.and adjusted by the National Geodetic Survey in December 1993..
 CV0904
 CV0904.The orthometric height was scaled from a topographic map.
 CV0904
 CV0904.The Laplace correction was computed from DEFLEC99 derived deflections.
 CV0904
 CV0904.The geoid height was determined by GEOID03.
 CV0904
 CV0904;                    North         East     Units Scale Factor Converg.
 CV0904;SPC NM E     -   168,706.594   207,352.613   MT  0.99993120   +0 14 32.5
 CV0904;SPC NM E     -   553,498.22    680,289.36   sFT  0.99993120   +0 14 32.5
 CV0904;UTM  13      - 3,598,717.108   604,953.847   MT  0.99973583   +0 36 02.9
 CV0904
 CV0904!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CV0904!SPC NM E     -   0.99983099  x   0.99993120  =   0.99976220
 CV0904!UTM  13      -   0.99983099  x   0.99973583  =   0.99956686
 CV0904
 CV0904                          SUPERSEDED SURVEY CONTROL
 CV0904
 CV0904  NAD 83(1986)-  32 31 14.94358(N)    103 52 57.05924(W) AD(       ) 3
 CV0904
 CV0904.Superseded values are not recommended for survey control.
 CV0904.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0904.See file dsdata.txt to determine how the superseded data were derived.
 CV0904
 CV0904_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFR0495498717(NAD 83)
 CV0904_MARKER: DS = TRIANGULATION STATION DISK
 CV0904_SETTING: 66 = SET IN ROCK OUTCROP
 CV0904_SP_SET: SET IN BEDROCK
 CV0904_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CV0904+STABILITY: POSITION/ELEVATION WELL
 CV0904_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CV0904+SATELLITE: SATELLITE OBSERVATIONS - October 25, 2001
 CV0904
 CV0904  HISTORY     - Date     Condition        Report By
 CV0904  HISTORY     - 1934     MONUMENTED       USGS
 CV0904  HISTORY     - 20011025 GOOD             INDIV
 CV0904
 CV0904                          STATION DESCRIPTION
 CV0904
 CV0904'DESCRIBED BY US GEOLOGICAL SURVEY 1934
 CV0904'LOCATED ABOUT 21 MI. NE. OF CARLSBAD AND ABOUT 4 MI. N. OF U.S.
 CV0904'POTASH COMPANY CAMP, ON TOP OF ROCK FOLD WHICH BREAKS OFF ABRUPTLY
 CV0904'TO THE E. AND S.  STATION IS ALSO ABOUT 1 MI. N. OF OIL WELL WHICH
 CV0904'RESULTED IN DISCOVERY OF POTASH IN THIS AREA.
 CV0904'
 CV0904'TO REACH FROM A POINT ABOUT 30 MI. E. OF CARLSBAD, WHERE PREVIOUS
 CV0904'U.S. HIGHWAY 62 FIRST REACHES THE FOOT OF A RED SANDSTONE BLUFF,
 CV0904'PROCEED N. BY ROAD 3.6 MI. TO STATION SITE.  STATION IS ABOUT 800
 CV0904'FT. S. FROM POTASH CORE TEST
 CV0904'STATE NO. 1 (A USGS BRASS CAP IS SET IN THE WELL CASING), IN SE.
 CV0904'COR. SEC. 32, T 20 S, R 31 E.
 CV0904'
 CV0904'STATION MARK--STANDARD TABLET STAMPED---D 1934 DISCOVERY---, CEMENTED
 CV0904'IN BEDROCK 1 FT. BELOW SURFACE OF GROUND.  A RED SANDSTONE MARKED
 CV0904'---USGS--- ON ONE FACE AND ---X--- ON TOP IS SET ALONG-SIDE TABLET
 CV0904'AND PROJECTS 0.5 FT.
 CV0904'
 CV0904'REFERENCE MARK NO. 1--STANDARD REFERENCE TABLET STAMPED---NO. 1---,
 CV0904'CEMENTED IN ROCK IN PLACE, 54.50 FT. FROM STATION MARK.
 CV0904'
 CV0904'REFERENCE MARK NO. 2--STANDARD REFERENCE TABLET STAMPED---NO. 2---,
 CV0904'SET IN ROCK IN PLACE, 90.25 FT. FROM STATION MARK.
 CV0904'
 CV0904'B.L.M. TIE--STANDARD COR. OF SECS. 32, 33, T 20 S, R 31 E, 604.40 FT.
 CV0904'FROM STATION MARK.
 CV0904
 CV0904                          STATION RECOVERY (2001)
 CV0904
 CV0904'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (GS)
 CV0904'FOUND IN GOOD SHAPE 1' BELOW SUFACE IN BEDROCK, SANDSTONE NOT FOUND,
 CV0904'REF. 1 FOUND AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0628 ***********************************************************************
 GM0628  DESIGNATION -  DISSECT
 GM0628  PID         -  GM0628
 GM0628  STATE/COUNTY-  NM/COLFAX
 GM0628  USGS QUAD   -  MESA LARGA (1971)
 GM0628
 GM0628                         *CURRENT SURVEY CONTROL
 GM0628  ___________________________________________________________________
 GM0628* NAD 83(1992)-  36 43 33.56779(N)    104 13 23.99181(W)     ADJUSTED  
 GM0628* NAVD 88     -      2213.8    (meters)    7263.     (feet)  VERTCON   
 GM0628  ___________________________________________________________________
 GM0628  LAPLACE CORR-          -0.45  (seconds)                    DEFLEC99
 GM0628  GEOID HEIGHT-         -18.58  (meters)                     GEOID03
 GM0628
 GM0628  HORZ ORDER  -  THIRD
 GM0628
 GM0628.The horizontal coordinates were established by classical geodetic methods
 GM0628.and adjusted by the National Geodetic Survey in December 1993..
 GM0628
 GM0628.The NAVD 88 height was computed by applying the VERTCON shift value to
 GM0628.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GM0628
 GM0628.The Laplace correction was computed from DEFLEC99 derived deflections.
 GM0628
 GM0628.The geoid height was determined by GEOID03.
 GM0628
 GM0628;                    North         East     Units Scale Factor Converg.
 GM0628;SPC NM E     -   635,076.389   174,825.618   MT  0.99991028   +0 03 56.8
 GM0628;SPC NM E     - 2,083,579.79    573,573.72   sFT  0.99991028   +0 03 56.8
 GM0628;UTM  13      - 4,064,757.466   569,352.737   MT  0.99965925   +0 27 52.0
 GM0628
 GM0628!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GM0628!SPC NM E     -   0.99965560  x   0.99991028  =   0.99956591
 GM0628!UTM  13      -   0.99965560  x   0.99965925  =   0.99931497
 GM0628
 GM0628:                Primary Azimuth Mark                     Grid Az
 GM0628:SPC NM E     -  DISSECT AZ MK                            021 41 05.9
 GM0628:UTM  13      -  DISSECT AZ MK                            021 17 10.7
 GM0628
 GM0628|---------------------------------------------------------------------|
 GM0628| PID    Reference Object                     Distance      Geod. Az  |
 GM0628|                                                           dddmmss.s |
 GM0628| CM7941 DISSECT AZ MK                                      0214502.7 |
 GM0628| CM7942 DISSECT RM 1                         11.855 METERS 16118     |
 GM0628| CM7943 DISSECT RM 2                          8.232 METERS 28237     |
 GM0628|---------------------------------------------------------------------|
 GM0628
 GM0628                          SUPERSEDED SURVEY CONTROL
 GM0628
 GM0628  NAD 83(1992)-  36 43 33.57378(N)    104 13 23.98979(W) AD(       ) 3
 GM0628  NAD 83(1986)-  36 43 33.57467(N)    104 13 23.98992(W) AD(       ) 3
 GM0628  NAD 27      -  36 43 33.47930(N)    104 13 22.06380(W) AD(       ) 3
 GM0628  NGVD 29 (07/19/86) 2212.8    (m)         7260.     (f) VERT ANG       
 GM0628
 GM0628.Superseded values are not recommended for survey control.
 GM0628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0628.See file dsdata.txt to determine how the superseded data were derived.
 GM0628
 GM0628_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEA6935364757(NAD 83)
 GM0628_MARKER: DS = TRIANGULATION STATION DISK
 GM0628_SETTING: 80 = SET IN A BOULDER
 GM0628_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 GM0628
 GM0628  HISTORY     - Date     Condition        Report By
 GM0628  HISTORY     - 1960     MONUMENTED       CGS
 GM0628  HISTORY     - 1970     GOOD             NGS
 GM0628
 GM0628                          STATION DESCRIPTION
 GM0628
 GM0628'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (HWK)
 GM0628'THE STATION IS APPROXIMATELY 16-1/2 MILES SOUTHEAST OF RATON
 GM0628'AND 13 MILES WEST OF CAPULIN, IN SECTION 24, R 25 E, T 29 N,
 GM0628'ON PROPERTY OWNED BY MR. F. CASTILLIO.
 GM0628'
 GM0628'TO REACH THE STATION FROM THE JUNCTIONS OF U.S. HIGHWAYS
 GM0628'85, 87 AND 64 ABOUT 1 MILE SOUTH OF THE CENTER OF RATON,
 GM0628'GO EASTERLY ON HIGHWAYS 87 AND 64 FOR 11.8 MILES TO A GRAVELED
 GM0628'ROAD ON THE RIGHT, ABOUT 0.1 MILE BEFORE REACHING A BRIDGE
 GM0628'AND AT A SIGN FARLEY.  TURN RIGHT, SOUTHERLY, ON GRAVELED
 GM0628'ROAD FOR 4.15 MILE TO A STONE HOUSE ON THE LEFT AND A CATTLE
 GM0628'GUARD.  CONTINUE STRAIGHT AHEAD FOR 0.15 TO A GATE ON THE
 GM0628'RIGHT.  (CONTINUE STRAIGHT AHEAD FOR 0.1 MILE TO THE AZIMUTH
 GM0628'MARK ON THE RIGHT AT A CATTLE GUARD).  TURN RIGHT THROUGH
 GM0628'GATE AND GO SOUTHERLY ON A TRACK ROAD PASSING THROUGH A CREEK
 GM0628'BED FOR 0.45 MILE TO A GATE.  PASS THROUGH GATE AND GO
 GM0628'0.15 MILE TO THE END OF TRUCK TRAVEL.  FROM HERE PACK
 GM0628'WESTERLY TO THE HIGHEST POINT ON THE HILL AND THE
 GM0628'STATION.  ABOUT A 15 MINUTE PACK.
 GM0628'
 GM0628'STATION MARK, A STANDARD DISK STAMPED DISSECT 1960, IS CEMENTED
 GM0628'IN A DRILL HOLE IN A LARGE BOULDER ON THE HIGHEST POINT OF
 GM0628'THE HILL.  IT IS 84 FEET EAST OF A FENCE.
 GM0628'
 GM0628'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED DISSECT NO
 GM0628'1 1960, IS CEMENTED IN A DRILL HOLE IN A 2-1/2 FEET BY 1 FOOT
 GM0628'BOULDER WHICH PROJECTS 6 INCHES.
 GM0628'
 GM0628'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED DISSECT NO 2
 GM0628'1960, IS CEMENTED IN A DRILL HOLE IN A 4 FEET BY 2 FEET
 GM0628'BOULDER WHICH PROJECTS 18 INCHES.  IT IS 57 FEET EAST OF THE
 GM0628'FENCE.
 GM0628'
 GM0628'AZIMUTH MARK, A STANDARD DISK STAMPED DISSECT 1960, IS SET
 GM0628'IN A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS
 GM0628'54 FEET SOUTH OF THE CATTLE GUARD, 49 FEET SOUTH OF THE CENTER
 GM0628'OF THE GRAVEL ROAD, 3 FEET SOUTHEAST OF A METAL WITNESS POST
 GM0628'AND 1 FOOT SOUTHWEST OF A FENCE CORNER.
 GM0628'
 GM0628'NOTE--REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION
 GM0628
 GM0628                          STATION RECOVERY (1970)
 GM0628
 GM0628'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (JLW)
 GM0628'STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED.
 GM0628'DISTANCES TO REFERENCE MARKS CHECK.  AZIMUTH MARK WAS RECOVERED
 GM0628'AS DESCRIBED IN GOOD CONDITION, WITH THE FOLLOWING EXCEPTIONS--IT
 GM0628'IS 49 FEET SOUTH OF THE CATTLE GUARD 58 FEET SOUTH OF THE
 GM0628'CENTER OF THE GRAVEL ROAD, 2 FEET SOUTHEAST OF A METAL WITNESS
 GM0628'POST AND 1 FOOT SOUTHWEST OF A FENCE CORNER.  A ADDITION TO THE
 GM0628'TO REACH IS AS FOLLOWS--(FROM END OF TRUCK TRAVEL) FROM THIS
 GM0628'POINT A 4 WHEEL DRIVE VEHICLE CAN TURN RIGHT AND FOLLOW A
 GM0628'BLADED TRAIL NORTH FOR 35 MILE TO A GATE ON TOP OF RIDGE,
 GM0628'PASS THRU GATE AND GO SOUTHWESTERLY UP A DRAW FOR 0.3 MILE
 GM0628'TO A SADDLE TURN LEFT AND GO EASTERLY FOR 0.1 MILE TO A
 GM0628'NORTH-SOUTH FENCE.  FROM HERE WALK EAST FOR 84 FEET TO THE
 GM0628'HIGHEST POINT AND THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1649 ***********************************************************************
 CX1649  DESIGNATION -  DITT
 CX1649  PID         -  CX1649
 CX1649  STATE/COUNTY-  NM/DONA ANA
 CX1649  USGS QUAD   -  WHITE SANDS (1955)
 CX1649
 CX1649                         *CURRENT SURVEY CONTROL
 CX1649  ___________________________________________________________________
 CX1649* NAD 83(1992)-  32 24 12.69329(N)    106 22 55.21071(W)     ADJUSTED  
 CX1649* NAVD 88     -      1215.89   (+/-2cm)    3989.1    (feet)  VERTCON   
 CX1649  ___________________________________________________________________
 CX1649  LAPLACE CORR-           0.12  (seconds)                    DEFLEC99
 CX1649  GEOID HEIGHT-         -23.73  (meters)                     GEOID03
 CX1649
 CX1649  HORZ ORDER  -  SECOND
 CX1649  VERT ORDER  -  THIRD ? (See Below)
 CX1649
 CX1649.The horizontal coordinates were established by classical geodetic methods
 CX1649.and adjusted by the National Geodetic Survey in December 1993..
 CX1649
 CX1649.The NAVD 88 height was computed by applying the VERTCON shift value to
 CX1649.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CX1649.The vertical order pertains to the NGVD 29 superseded value.
 CX1649
 CX1649.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1649
 CX1649.The geoid height was determined by GEOID03.
 CX1649
 CX1649;                    North         East     Units Scale Factor Converg.
 CX1649;SPC NM C     -   155,617.343   487,582.799   MT  0.99990190   -0 04 14.7
 CX1649;SPC NM C     -   510,554.57  1,599,677.90   sFT  0.99990190   -0 04 14.7
 CX1649;UTM  13      - 3,586,004.985   370,031.968   MT  0.99980830   -0 44 26.5
 CX1649
 CX1649!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1649!SPC NM C     -   0.99981285  x   0.99990190  =   0.99971477
 CX1649!UTM  13      -   0.99981285  x   0.99980830  =   0.99962119
 CX1649
 CX1649                          SUPERSEDED SURVEY CONTROL
 CX1649
 CX1649  NAD 83(1986)-  32 24 12.69923(N)    106 22 55.20953(W) AD(       ) 2
 CX1649  NAD 27      -  32 24 12.36257(N)    106 22 53.24196(W) AD(       ) 2
 CX1649  NGVD 29 (07/19/86) 1215.29   (m)         3987.2    (f) LEVELING    3  
 CX1649
 CX1649.Superseded values are not recommended for survey control.
 CX1649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1649.See file dsdata.txt to determine how the superseded data were derived.
 CX1649
 CX1649_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR7003286005(NAD 83)
 CX1649_MARKER: DD = SURVEY DISK
 CX1649_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 CX1649+WITH SETTING: PAVEMENT
 CX1649_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX1649+STABILITY: SURFACE MOTION
 CX1649
 CX1649  HISTORY     - Date     Condition        Report By
 CX1649  HISTORY     - 1967     MONUMENTED       DMA
 CX1649
 CX1649                          STATION DESCRIPTION
 CX1649
 CX1649'DESCRIBED BY DEFENSE MAP AGENCY 1967 (JCC)
 CX1649'STATION IS LOCATED ON THE WHITE SANDS MISSILE RANGE ABOUT 6.0 MILES
 CX1649'EAST OF RANGE HEADQUARTERS AND 0.25 MILE NORTH OF WSMR 2 ON THE TOP
 CX1649'OF A MOUND.
 CX1649'
 CX1649'STATION IS REACHED AS FOLLOWS--FROM THE JUNCTION OF WSMR ROUTE 7
 CX1649'AND WSMR ROUTE 2, ON THE EAST SIDE OF RANGE HEADQUARTERS, FOLLOW
 CX1649'WSMR ROUTE 2 EASTERLY 5.7 MILES TO A FORK.  CONTINUE STRAIGHT
 CX1649'AHEAD, ON THE LEFT FORK, 0.3 MILE TO A GRAVELED T-ROAD ON THE LEFT.
 CX1649'TURN LEFT AND FOLLOW GRAVELED ROAD NORTHERLY 0.25 MILE.  TURN
 CX1649'RIGHT AND GO EASTERLY 0.05 MILE TO THE TOP OF MOUND AND STATION.
 CX1649'
 CX1649'STATION, STAMPED DITT, IS A WSMR BRONZE DISK CEMENTED IN A DRILL
 CX1649'HOLE IN THE EAST EDGE OF A CONCRETE PAD.  IT IS 10.6 FEET NORTH OF
 CX1649'THE SOUTHEAST CORNER OF THE PAD, 9.4 SOUTH OF THE NORTHEAST CORNER
 CX1649'AND 0.9 FEET WEST OF THE EAST EDGE OF THE PAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1665 ***********************************************************************
 FO1665  DESIGNATION -  DIVIDE
 FO1665  PID         -  FO1665
 FO1665  STATE/COUNTY-  NM/MCKINLEY
 FO1665  USGS QUAD   -  BORREGO PASS (1963)
 FO1665
 FO1665                         *CURRENT SURVEY CONTROL
 FO1665  ___________________________________________________________________
 FO1665* NAD 83(1992)-  35 30 05.44075(N)    107 53 39.13139(W)     ADJUSTED  
 FO1665* NAVD 88     -      2496.6    (meters)    8191.     (feet)  VERTCON   
 FO1665  ___________________________________________________________________
 FO1665  LAPLACE CORR-          -1.18  (seconds)                    DEFLEC99
 FO1665  GEOID HEIGHT-         -20.43  (meters)                     GEOID03
 FO1665
 FO1665  HORZ ORDER  -  FIRST
 FO1665
 FO1665.The horizontal coordinates were established by classical geodetic methods
 FO1665.and adjusted by the National Geodetic Survey in December 1993..
 FO1665
 FO1665.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1665.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1665
 FO1665.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1665
 FO1665.The geoid height was determined by GEOID03.
 FO1665
 FO1665;                    North         East     Units Scale Factor Converg.
 FO1665;SPC NM W     -   499,218.938   824,477.881   MT  0.99991704   -0 02 07.3
 FO1665;SPC NM W     - 1,637,854.13  2,704,974.51   sFT  0.99991704   -0 02 07.3
 FO1665;UTM  13      - 3,932,513.360   237,484.020   MT  1.00044934   -1 40 54.1
 FO1665
 FO1665!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1665!SPC NM W     -   0.99961150  x   0.99991704  =   0.99952857
 FO1665!UTM  13      -   0.99961150  x   1.00044934  =   1.00006066
 FO1665
 FO1665|---------------------------------------------------------------------|
 FO1665| PID    Reference Object                     Distance      Geod. Az  |
 FO1665|                                                           dddmmss.s |
 FO1665| CD3356 DIVIDE RM 1                           4.221 METERS 05008     |
 FO1665| FO1663 CAIRN 10 MILES ESE OF HOSPAH        APPROX.36.2 KM 0502514.8 |
 FO1665| CD3355 DIVIDE AZ MK                                       0545009.3 |
 FO1665| CD3357 DIVIDE RM 2                          29.278 METERS 14634     |
 FO1665|---------------------------------------------------------------------|
 FO1665
 FO1665                          SUPERSEDED SURVEY CONTROL
 FO1665
 FO1665  NAD 83(1986)-  35 30 05.44152(N)    107 53 39.13412(W) AD(       ) 1
 FO1665  NAD 27      -  35 30 05.34500(N)    107 53 36.91900(W) AD(       ) 1
 FO1665  NGVD 29 (07/19/86) 2495.4    (m)         8187.     (f) VERT ANG       
 FO1665
 FO1665.Superseded values are not recommended for survey control.
 FO1665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1665.See file dsdata.txt to determine how the superseded data were derived.
 FO1665
 FO1665_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBV3748432513(NAD 83)
 FO1665_MARKER: DS = TRIANGULATION STATION DISK
 FO1665_SETTING: 66 = SET IN ROCK OUTCROP
 FO1665_SP_SET: PARTIALLY EXPOSED BEDROCK
 FO1665
 FO1665  HISTORY     - Date     Condition        Report By
 FO1665  HISTORY     - 1945     MONUMENTED       CGS
 FO1665  HISTORY     - 1956     GOOD             USGS
 FO1665  HISTORY     - 1964     GOOD             CGS
 FO1665
 FO1665                          STATION DESCRIPTION
 FO1665
 FO1665'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (RAM)
 FO1665'STATION IS LOCATED ON THE E END OF A HIGH AND ROCKY MESA LYING
 FO1665'NEAR THE CONTINENTAL DIVIDE.  IT IS ABOUT 24 MILES N OF GRANTS,
 FO1665'ABOUT 6 MILES NW OF AMBROSIA LAKE, AND WHEN VIEWED FROM THE
 FO1665'HIGHWAY BETWEEN GRANTS AND BLUEWATER IT APPEARS AS A SWAY-BACK
 FO1665'MESA WITH A KNOB ON THE E END.
 FO1665'
 FO1665'TO REACH THE STATION FROM GRANTS, GO W ON U.S. HIGHWAY 66 FOR
 FO1665'3.4 MILES TO STATE HIGHWAY 53 LEADING RIGHT TOWARD SAN MATEO.
 FO1665'TURN RIGHT AND CONTINUE ON HIGHWAY 53 FOR 13.1 MILES TO THE
 FO1665'BLADED ROAD LEFT TOWARD AMBROSIA LAKE, TURN LEFT AND CONTINUE
 FO1665'FOR 3.4 MILES TO A CATTLE GUARD, CONTINUE STRAIGHT AHEAD FOR
 FO1665'2.1 MILES TO A FENCE CORNER.  AT THIS POINT THE ROAD CONTINUES
 FO1665'STRAIGHT AHEAD, A ROAD BEARS SHARP LEFT ALONG THE FENCE, AND
 FO1665'ANOTHER ROAD LEADS DIAGONALLY TO THE LEFT.  TAKE THE MIDDLE
 FO1665'ROAD, THE ONE LEADING DIAGONALLY TO THE LEFT, AND CONTINUE FOR
 FO1665'1.4 MILES TO A FENCE, PASS THROUGH THE FENCE AND CONTINUE
 FO1665'FOR 1.0 MILE TO A CROSS ROAD, CONTINUE STRAIGHT AHEAD ON THE
 FO1665'MAIN-TRAVELED ROAD FOR 0.7 MILE TO AN OLD RANCH ON THE LEFT AND A
 FO1665'LARGE CONCRETE FLOOR AT THE CORNER OF A CORRAL, BEAR
 FO1665'RIGHT ON THE MAIN-TRAVELED ROAD AND CONTINUE 0.5 MILE TO A
 FO1665'FORK, TAKE THE RIGHT FORK AND CONTINUE FOR 0.5 MILE TO A
 FO1665'GATE ON THE LEFT OF A LARGE EARTH TANK.  PASS THROUGH THE
 FO1665'GATE AND CONTINUE AHEAD FOR 1.7 MILES TO AN EARTH TANK ON
 FO1665'THE RIGHT, CONTINUE STRAIGHT AHEAD FOR 1.4 MILES AND BEAR
 FO1665'RIGHT ALONG THE ROAD TO THE RIGHT OF THE TELEPHONE LINE FOR
 FO1665'0.4 MILE TO A FORK.  TURN LEFT, PASS UNDER THE TELEPHONE
 FO1665'LINE, AND CONTINUE FOR 0.2 MILE, COMING INTO A ROAD
 FO1665'LEADING N AND S.  THIS INTERSECTION IS IN A SMALL OPEN AREA
 FO1665'ABOUT 500 FEET E OF A PROMINENT ROCK BLUFF.  THE AZIMUTH
 FO1665'MARK IS SET IN A ROCK SHELF IN THE NE CORNER OF THE
 FO1665'INTERSECTION, UNDER SOME SMALL PINE TREES.  TURN LEFT AT THE
 FO1665'INTERSECTION AND CONTINUE S FOR 0.3 MILE TO A WASH LEADING RIGHT
 FO1665'TOWARD A SADDLE, TURN RIGHT, ACROSS COUNTRY, AND CONTINUE 0.2
 FO1665'MILE TO THE BASE OF THE SADDLE AND THE END OF TRUCK TRAVEL.
 FO1665'PACK W THROUGH THE SADDLE ABOUT 1/2 MILE INTO THE CANYON.  THE
 FO1665'RIDGE LEADING S TO THE TOP OF THE MESA CAN BE SEEN LEADING UP
 FO1665'TOWARD THE TOP AND TO THE W OF THE SHARP BLUFF.  BEAR LEFT
 FO1665'UP THE RIDGE TO THE MESA AND THEN CONTINUE S FOR ABOUT 1/4
 FO1665'MILE TO THE STATION.
 FO1665'
 FO1665'STATION MARK IS A BRONZE STATION DISK SET IN BEDROCK PROJECTING
 FO1665'ABOUT 5 INCHES AND IS STAMPED DIVIDE 1945.  IT IS ABOUT 1/4
 FO1665'MILE S OF THE N END OF THE MESA, ABOUT 75 FEET W OF THE E EDGE,
 FO1665'ABOUT 50 FEET N OF THE HIGHEST POINT, AND 27 FEET SSE OF A SMALL
 FO1665'TRIMMED AND BLAZED PINE TREE.
 FO1665'
 FO1665'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN BEDROCK,
 FO1665'FLUSH, AND IS STAMPED DIVIDE NO 1 1945.  IT IS NE OF THE STATION
 FO1665'AND ABOUT 1 FOOT LOWER.
 FO1665'
 FO1665'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN BEDROCK
 FO1665'PROJECTING ABOUT 2 INCHES AND IS STAMPED DIVIDE NO 2 1945.
 FO1665'IT IS SE OF THE STATION, ABOUT LEVEL WITH IT, AND 31 FEET W OF THE
 FO1665'E EDGE OF THE MESA.
 FO1665'
 FO1665'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN A SMALL ROCK SHELF
 FO1665'AND IS STAMPED DIVIDE 1945.  IT IS ABOUT 1 MILE NE OF THE STATION,
 FO1665'IN THE NE CORNER OF THE INTERSECTION OF THE ROADS, AND 32 FEET
 FO1665'N, OR TO THE RIGHT, OF THE ROAD TRAVELED IN GOING TO THE STATION.
 FO1665'THE SMALL ROCK SHELF IN WHICH IT IS SET IS UNDER SOME SMALL PINE
 FO1665'TREES AND IS A PROMINENT POINT IN THE AREA.
 FO1665
 FO1665                          STATION RECOVERY (1956)
 FO1665
 FO1665'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 FO1665'STATION RECOVERED IN GOOD CONDITION.
 FO1665'
 FO1665'TO REACH STATION FROM POST OFFICE AT GRANTS, GO W ON U.S.
 FO1665'HIGHWAY 66, 3.5 MILES TO JUNCTION WITH STATE HIGHWAY 53.  TURN
 FO1665'RIGHT, CROSSING RAILROAD AND GO 13.5 MILES NE ALONG HIGHWAY
 FO1665'53 TO JUNCTION WITH ROAD NW TO AMBROSIA LAKE.  TURN LEFT AND GO
 FO1665'5.9 MILES ALONG THIS MAIN TRAVELED ROAD TO T-ROAD W THRU CATTLE
 FO1665'GUARD.  TURN LEFT AND TAKE RIGHT FORK, JUST W OF CATTLE GUARD
 FO1665'1.4 MILES NW TO GATE AND 3-WAY ROAD FORK.  CONTINUE STRAIGHT AND
 FO1665'ON MIDDLE FORK 1.0 MILE TO FORK AT TOP OF HILL.  TAKE LEFT
 FO1665'FORK AND CONTINUE ON ROAD TO URANIUM MILL 1.2 MILES TO
 FO1665'FORK.  TAKE RIGHT FORK, CROSSING AIR STRIP AND DRAIN, 0.4
 FO1665'MILE TO FORK, JUST ON N SIDE OF DRAIN.  TAKE RIGHT FORK 0.1
 FO1665'MILE TO CROSSROADS.  TURN LEFT NW AND GO 0.5 MILE TO GATE.
 FO1665'GO THROUGH GATE.  AND CONTINUE ON MAIN TRAVELED ROAD 1.2
 FO1665'MILES TO ROAD ALONG TELEPHONE LINE.  TURN RIGHT AND GO 2.5
 FO1665'MILES NORTHERLY ALONG TELEPHONE LINE TO DIM TRACK ROAD,
 FO1665'JUST S OF DRAIN CROSSING.  TURN LEFT ON TRACK ROAD AND GO W
 FO1665'AND N 0.4 MILE TO END TRAVEL AT FENCE CORNER.  PACK W THROUGH
 FO1665'SADDLE AND ABOUT 1/2 MILE INTO CANYON.  CROSS CANYON AND
 FO1665'FOLLOW ALONG GAME TRAIL UP SMALL RIDGE LEADING SW TOWARD
 FO1665'CENTER OF BASIN BETWEEN 2 NORTHERLY POINTS OF MESA GO
 FO1665'THROUGH RIM ROCK, WHERE MAIN DRAIN MAKES GAP AND THEN GO ABOUT
 FO1665'1/2 MILE SSE TO HIGHEST POINT AND STATION.  ABOUT 1 HOUR AND
 FO1665'15 MINUTES PACK.
 FO1665
 FO1665                          STATION RECOVERY (1964)
 FO1665
 FO1665'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (FHB)
 FO1665'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 FO1665'CONDITION.  THE AZIMUTH MARK WAS NOT SEARCHED FOR.  A NEW
 FO1665'DESCRIPTION TO REACH THE STATION FOLLOWS.
 FO1665'
 FO1665'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 53 AND 509 ABOUT
 FO1665'13 MILES NORTH OF GRANTS, GO WEST ON HIGHWAY 50 9 FOR 8.0 MILES
 FO1665'TO THE END OF PAVEMENT, CONTINUE WESTERLY ON GRAVELED ROAD FOR 0.55
 FO1665'MILE TO A FORK KEEP RIGHT AND GO 0.95 MILE TO A TRACK ROAD FORK ON
 FO1665'RIGHT, TURN RIGHT ON TRACK ROAD AND GO 0.3 (ALONG POWER LINE)
 FO1665'MILE TO A METAL GATE, PASS THROUGH AND GO 0.0 MILE TO A FORK,
 FO1665'KEEP LEFT AND GO 1.25 MILES TO A FORK, KEEP RIGHT AND GO 0.6 MILE
 FO1665'TO A FORK, CONTINUE NORTHWEST, UP THE DRAW, FOR 0.7 MILE.
 FO1665'LEAVE THE TRACK ROAD AND GO WEST, ACROSS COUNTRY, FOR 0.85 MILE
 FO1665'TO THE END OF TRUCK TRAVEL AT THE EAST END OF A CANYON.
 FO1665'FROM HERE, PACK WEST UP THE CENTER OF THE CANYON ABOUT 1/2
 FO1665'MILE, THEN SOUTH TO THE TOP OF THE RIDGE.  FROM HERE GO
 FO1665'SOUTHEAST TO THE HIGHEST POINT AND THE STATION.  ABOUT 1.15 (1
 FO1665'HOUR AND 15 MINUTES) PACK.
 FO1665'
 FO1665'ASTRO PARTY 621 VISITED THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0722 ***********************************************************************
 CE0722  DESIGNATION -  DIVISION
 CE0722  PID         -  CE0722
 CE0722  STATE/COUNTY-  NM/LUNA
 CE0722  USGS QUAD   -  COLUMBUS (1965)
 CE0722
 CE0722                         *CURRENT SURVEY CONTROL
 CE0722  ___________________________________________________________________
 CE0722* NAD 83(1992)-  31 47 27.57911(N)    107 44 05.45799(W)     ADJUSTED  
 CE0722* NAVD 88     -      1284.     (meters)    4213.     (feet)  SCALED    
 CE0722  ___________________________________________________________________
 CE0722  LAPLACE CORR-           1.20  (seconds)                    DEFLEC99
 CE0722  GEOID HEIGHT-         -24.93  (meters)                     GEOID03
 CE0722
 CE0722  HORZ ORDER  -  THIRD
 CE0722
 CE0722.The horizontal coordinates were established by classical geodetic methods
 CE0722.and adjusted by the National Geodetic Survey in December 1993..
 CE0722
 CE0722.The orthometric height was scaled from a topographic map.
 CE0722
 CE0722.The Laplace correction was computed from DEFLEC99 derived deflections.
 CE0722
 CE0722.The geoid height was determined by GEOID03.
 CE0722
 CE0722;                    North         East     Units Scale Factor Converg.
 CE0722;SPC NM W     -    87,699.420   839,326.325   MT  0.99991774   +0 03 06.8
 CE0722;SPC NM W     -   287,727.18  2,753,689.78   sFT  0.99991774   +0 03 06.8
 CE0722;UTM  13      - 3,520,526.703   241,050.516   MT  1.00042708   -1 26 29.7
 CE0722
 CE0722!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CE0722!SPC NM W     -   0.99980240  x   0.99991774  =   0.99972015
 CE0722!UTM  13      -   0.99980240  x   1.00042708  =   1.00022939
 CE0722
 CE0722:                Primary Azimuth Mark                     Grid Az
 CE0722:SPC NM W     -  STILES                                   083 05 11.7
 CE0722:UTM  13      -  STILES                                   084 34 48.2
 CE0722
 CE0722|---------------------------------------------------------------------|
 CE0722| PID    Reference Object                     Distance      Geod. Az  |
 CE0722|                                                           dddmmss.s |
 CE0722| CE0718 STILES                              APPROX.11.6 KM 0830818.5 |
 CE0722|---------------------------------------------------------------------|
 CE0722
 CE0722                          SUPERSEDED SURVEY CONTROL
 CE0722
 CE0722  NAD 83(1986)-  31 47 27.57990(N)    107 44 05.45385(W) AD(       ) 3
 CE0722  NAD 27      -  31 47 27.21232(N)    107 44 03.36103(W) AD(       ) 3
 CE0722
 CE0722.Superseded values are not recommended for survey control.
 CE0722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0722.See file dsdata.txt to determine how the superseded data were derived.
 CE0722
 CE0722_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RBR4105120527(NAD 83)
 CE0722_MARKER: DB = BENCH MARK DISK
 CE0722_SETTING: 0 = UNSPECIFIED SETTING
 CE0722_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CE0722
 CE0722  HISTORY     - Date     Condition        Report By
 CE0722  HISTORY     - 1917     MONUMENTED       USGS
 CE0722
 CE0722                          STATION DESCRIPTION
 CE0722
 CE0722'DESCRIBED BY US GEOLOGICAL SURVEY 1917
 CE0722'ON LOW HILL, 7 MI. W. OF COLUMBUS AND 1 MI. S. OF EL PASO AND
 CE0722'SOUTHWESTERN RAILROAD.
 CE0722'
 CE0722'STATION MARK - IRON BENCH MARK.
 CE0722'
 CE0722'REFERENCE MARKS - NONE.
 CE0722'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0820 ***********************************************************************
 GM0820  DESIGNATION -  DIXON
 GM0820  PID         -  GM0820
 GM0820  STATE/COUNTY-  NM/TAOS
 GM0820  USGS QUAD   -  TRAMPAS (1995)
 GM0820
 GM0820                         *CURRENT SURVEY CONTROL
 GM0820  ___________________________________________________________________
 GM0820* NAD 83(1992)-  36 12 03.34471(N)    105 49 09.55676(W)     ADJUSTED  
 GM0820* NAVD 88     -      2191.4    (meters)    7190.     (feet)  VERTCON   
 GM0820  ___________________________________________________________________
 GM0820  LAPLACE CORR-           9.68  (seconds)                    DEFLEC99
 GM0820  GEOID HEIGHT-         -17.87  (meters)                     GEOID03
 GM0820
 GM0820  HORZ ORDER  -  THIRD
 GM0820
 GM0820.The horizontal coordinates were established by classical geodetic methods
 GM0820.and adjusted by the National Geodetic Survey in December 1993..
 GM0820
 GM0820.The NAVD 88 height was computed by applying the VERTCON shift value to
 GM0820.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GM0820
 GM0820.The Laplace correction was computed from DEFLEC99 derived deflections.
 GM0820
 GM0820.The geoid height was determined by GEOID03.
 GM0820
 GM0820;                    North         East     Units Scale Factor Converg.
 GM0820;SPC NM C     -   576,891.896   538,729.072   MT  0.99991848   +0 15 15.7
 GM0820;SPC NM C     - 1,892,686.16  1,767,480.30   sFT  0.99991848   +0 15 15.7
 GM0820;UTM  13      - 4,006,545.855   426,343.525   MT  0.99966685   -0 29 02.1
 GM0820
 GM0820!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GM0820!SPC NM C     -   0.99965900  x   0.99991848  =   0.99957751
 GM0820!UTM  13      -   0.99965900  x   0.99966685  =   0.99932596
 GM0820
 GM0820:                Primary Azimuth Mark                     Grid Az
 GM0820:SPC NM C     -  DIXON AZ MK                              083 49 14.9
 GM0820:UTM  13      -  DIXON AZ MK                              084 33 32.7
 GM0820
 GM0820|---------------------------------------------------------------------|
 GM0820| PID    Reference Object                     Distance      Geod. Az  |
 GM0820|                                                           dddmmss.s |
 GM0820| CM7949 DIXON AZ MK                                        0840430.6 |
 GM0820| CM7950 DIXON RM 1                            6.676 METERS 25822     |
 GM0820| CM7951 DIXON RM 2                            6.995 METERS 35243     |
 GM0820|---------------------------------------------------------------------|
 GM0820
 GM0820                          SUPERSEDED SURVEY CONTROL
 GM0820
 GM0820  NAD 83(1986)-  36 12 03.34943(N)    105 49 09.56110(W) AD(       ) 3
 GM0820  NAD 27      -  36 12 03.26089(N)    105 49 07.50463(W) AD(       ) 3
 GM0820  NGVD 29 (07/19/86) 2190.3    (m)         7186.     (f) VERT ANG       
 GM0820
 GM0820.Superseded values are not recommended for survey control.
 GM0820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0820.See file dsdata.txt to determine how the superseded data were derived.
 GM0820
 GM0820_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDA2634406546(NAD 83)
 GM0820_MARKER: DS = TRIANGULATION STATION DISK
 GM0820_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GM0820
 GM0820  HISTORY     - Date     Condition        Report By
 GM0820  HISTORY     - 1954     MONUMENTED       CGS
 GM0820
 GM0820                          STATION DESCRIPTION
 GM0820
 GM0820'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (WRH)
 GM0820'THE STATION IS LOCATED AIRLINE, ABOUT 8 MILES WEST-NORTHWEST
 GM0820'OF PENASCO AND ABOUT 3 MILES EAST OF DIXON ALONG THE SOUTH
 GM0820'SIDE OF STATE HIGHWAY 75.
 GM0820'
 GM0820'THE STATION IS A STANDARD DISK STAMPED DIXON 1954 SET IN TOP
 GM0820'OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS ABOUT 4
 GM0820'INCHES ABOVE THE GROUND.  IT IS 14 FEET WEST-SOUTHWEST OF A
 GM0820'WHITE WITNESS POST, 30 FEET WEST OF THE CENTER LINE OF A TRACK
 GM0820'ROAD AND ABOUT 225 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY.
 GM0820'
 GM0820'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED DIXON
 GM0820'NO 1 1954 SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH
 GM0820'PROJECTS ABOUT 4 INCHES ABOVE THE GROUND AND IS ABOUT THE
 GM0820'SAME ELEVATION AS THE STATION.  IT IS 51 FEET WEST OF THE
 GM0820'CENTER LINE OF A TRACK ROAD.
 GM0820'
 GM0820'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED DIXON NO
 GM0820'2 1954 SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH
 GM0820'PROJECTS ABOUT 4 INCHES ABOVE THE GROUND AND IS ABOUT THE SAME
 GM0820'ELEVATION AS THE STATION.  IT IS 31 FEET WEST OF THE CENTER
 GM0820'LINE OF A TRACK ROAD.
 GM0820'
 GM0820'THE AZIMUTH MARK IS A STANDARD DISK STAMPED DIXON 1954 SET
 GM0820'IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 GM0820'ABOUT 4 INCHES ABOVE THE GROUND.  IT IS 96 FEET SOUTH OF THE
 GM0820'CENTER LINE OF THE HIGHWAY.
 GM0820'
 GM0820'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON THE
 GM0820'TRACK ROAD FOR 0.05 MILE.  TURN RIGHT ONTO THE HIGHWAY AND GO
 GM0820'EAST FOR 0.55 MILE TO THE AZIMUTH MARK ON THE RIGHT, SOUTH
 GM0820'SIDE OF THE HIGHWAY.
 GM0820'
 GM0820'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 3
 GM0820'AND U.S. HIGHWAY 64 IN TAOS, GO SOUTH ON U.S. HIGHWAY 64 FOR
 GM0820'24.3 MILES TO A JUNCTION WITH STATE HIGHWAY 75.  TURN LEFT
 GM0820'AND GO EASTERLY ON STATE HIGHWAY 75 FOR 3.25 MILES, PASSING
 GM0820'THROUGH THE SMALL VILLAGE OF DIXON TO THE END OF THE PAVEMENT
 GM0820'AT A BRIDGE.  CONTINUE EASTERLY ON THE HIGHWAY FOR 3.9 MILES
 GM0820'TO A SIDE ROAD RIGHT AT THE TOP OF THE GRADE.  TURN RIGHT ON
 GM0820'THE DIRT SIDE ROAD AND GO SOUTH FOR 0.05 MILE TO A WHITE
 GM0820'WITNESS POST ON THE RIGHT, WEST SIDE AND THE STATION.
 GM0820'
 GM0820'HEIGHT OF LIGHT ABOVE STATION MARK 1.38 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC7047 ***********************************************************************
 AC7047  SACS        -  This is a Secondary Airport Control Station.
 AC7047  DESIGNATION -  DMN A
 AC7047  PID         -  AC7047
 AC7047  STATE/COUNTY-  NM/LUNA
 AC7047  USGS QUAD   -  DEMING EAST (1965)
 AC7047
 AC7047                         *CURRENT SURVEY CONTROL
 AC7047  ___________________________________________________________________
 AC7047* NAD 83(1992)-  32 15 51.15150(N)    107 42 56.85210(W)     ADJUSTED  
 AC7047* NAVD 88     -      1310.91   (meters)    4300.9    (feet)  GPS OBS   
 AC7047  ___________________________________________________________________
 AC7047  X           -  -1,643,063.490 (meters)                     COMP
 AC7047  Y           -  -5,143,503.241 (meters)                     COMP
 AC7047  Z           -   3,385,928.264 (meters)                     COMP
 AC7047  LAPLACE CORR-           0.73  (seconds)                    DEFLEC99
 AC7047  ELLIP HEIGHT-        1286.39  (meters)          (08/10/01) GPS OBS
 AC7047  GEOID HEIGHT-         -24.57  (meters)                     GEOID03
 AC7047
 AC7047  HORZ ORDER  -  FIRST
 AC7047  ELLP ORDER  -  THIRD     CLASS II
 AC7047
 AC7047.This mark is at Deming Airport (DMN)
 AC7047
 AC7047.The horizontal coordinates were established by GPS observations
 AC7047.and adjusted by the National Geodetic Survey in March 1997..
 AC7047
 AC7047.The orthometric height was determined by GPS observations and a
 AC7047.high-resolution geoid model.
 AC7047
 AC7047.GPS derived orthometric heights for airport stations designated as
 AC7047.PACS or SACS are published to 2 decimal places.  This maintains
 AC7047.centimeter relative accuracy between the PACS and SACS.  It does
 AC7047.not indicate centimeter accuracy relative to other marks which are
 AC7047.part of the NAVD 88 network.
 AC7047
 AC7047.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7047
 AC7047.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC7047
 AC7047.The ellipsoidal height was determined by GPS observations
 AC7047.and is referenced to NAD 83.
 AC7047
 AC7047.The geoid height was determined by GEOID03.
 AC7047
 AC7047;                    North         East     Units Scale Factor Converg.
 AC7047;SPC NM W     -   140,170.370   841,073.939   MT  0.99991818   +0 03 45.9
 AC7047;SPC NM W     -   459,875.62  2,759,423.41   sFT  0.99991818   +0 03 45.9
 AC7047;UTM  13      - 3,572,959.901   244,175.717   MT  1.00040715   -1 27 02.0
 AC7047
 AC7047!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7047!SPC NM W     -   0.99979806  x   0.99991818  =   0.99971626
 AC7047!UTM  13      -   0.99979806  x   1.00040715  =   1.00020513
 AC7047
 AC7047                          SUPERSEDED SURVEY CONTROL
 AC7047
 AC7047  ELLIP H (03/20/97) 1286.45   (m)                       GP(       ) 3 1
 AC7047
 AC7047.Superseded values are not recommended for survey control.
 AC7047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7047.See file dsdata.txt to determine how the superseded data were derived.
 AC7047
 AC7047_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBR4417672960(NAD 83)
 AC7047_MARKER: DD = SURVEY DISK
 AC7047_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AC7047_STAMPING: DMN A 1996
 AC7047_MARK LOGO: NGS   
 AC7047_PROJECTION: FLUSH
 AC7047_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC7047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC7047+STABILITY: SURFACE MOTION
 AC7047_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7047+SATELLITE: SATELLITE OBSERVATIONS - May 21, 1997
 AC7047_ROD/PIPE-DEPTH: 1.00 meters
 AC7047
 AC7047  HISTORY     - Date     Condition        Report By
 AC7047  HISTORY     - 1996     MONUMENTED       CHANCE
 AC7047  HISTORY     - 19970521 GOOD             NGS
 AC7047
 AC7047                          STATION DESCRIPTION
 AC7047
 AC7047'DESCRIBED BY JE CHANCE AND ASSOCIATES 1996 (SC)
 AC7047'THE STATION IS LOCATED APPROXIMATELY 4.0 KM (2.50 MI) EAST-SOUTHEAST
 AC7047'OF THE CITY OF DEMING AT THE DEMING MUNICIPAL AIRPORT.  OWNERSHIP --
 AC7047'CITY OF DEMING, DON FARMER - FBO (DEMING AVIATION) , PHONE (505)
 AC7047'544-3660 TO REACH THE STATION FROM EXIT 85 ON INTERSTATE 10 GO SOUTH
 AC7047'FOR 0.8 KM (0.50 MI) TO THE T-JUNCTION WITH STATE HIGHWAY 549.  TURN
 AC7047'RIGHT AND GO WEST ON STATE HIGHWAY 549 FOR 1.0 KM (0.60 MI) TO THE
 AC7047'AIRPORT ROAD ON THE LEFT.  TURN LEFT AND GO SOUTH ON AIRPORT ROAD FOR
 AC7047'0.4 KM (0.25 MI) TO THE TERMINAL BUILDING AND GATE TO THE WEST.  PASS
 AC7047'THROUGH GATE AND PROCEED SOUTH ACROSS THE APRON FOR 0.15 KM (0.10 MI)
 AC7047'TO TAXIWAY A.  TURN LEFT AND GO EAST ON TAXIWAY A FOR 0.3 KM (0.20 MI)
 AC7047'TO THE JUNCTION WITH RUNWAY 4-22.  CROSS RUNWAY AND CONTINUE EAST ON
 AC7047'TAXIWAY A FOR 1.4 KM (0.85 MI) TO THE JUNCTION WITH TAXIWAY H ON THE
 AC7047'RIGHT AND THE STATION ON THE LEFT IN LINE WITH THE EXTENDED CENTERLINE
 AC7047'OF TAXIWAY H THE STATION IS THE CENTER OF A 5 CM SURVEY DISK SET INTO
 AC7047'THE TOP OF A 1.0 M (3.3 FT) LONG FENO PIPE, RECESSED 6 CM BELOW GROUND
 AC7047'LEVEL AND ENCASED IN A 12.7 CM DIA PVC PIPE WITH NGS LOGO CAP
 AC7047'SURROUNDED BY CONCRETE.  THE LOGO CAP AND CONCRETE ARE RECESSED 3 CM
 AC7047'BELOW GROUND. THREE CIRCULAR ANCHOR PRONGS EXTEND FROM THE BOTTOM OF
 AC7047'THE PIPE.  THE STATION IS LOCATED 66.40 M (217.85 FT) NORTH OF THE
 AC7047'CENTER OF THE TAXIWAY LOCATION/RUNWAY HOLDING POSITION SIGN (H 26-8) ,
 AC7047'62.50 M (205.05 FT) NORTH-NORTHEAST OF THE CENTER OF THE TAXIWAY
 AC7047'LOCATION SIGN (A) , 29.30 M (96.13 FT) NORTH OF THE NORTH EDGE OF
 AC7047'TAXIWAY A AT THE EXTENDED CENTERLINE OF TAXIWAY H, 26.20 M (85.96 FT)
 AC7047'NORTH OF THE MIDDLE OF THREE TAXIWAY REFLECTORS AT THE NORTH END OF
 AC7047'TAXIWAY H, 19.05 M (62.50 FT) NORTH OF THE BOTTOM OF A DITCH, AND 0.9
 AC7047'M (3.0 FT) SOUTH OF A CARSONITE WITNESS POST THE STATION IS DESIGNATED
 AC7047'AS A SECONDARY AIRPORT CONTROL STATION (SACS) - NEW MEXICO ANA SURVEYS
 AC7047'1996
 AC7047
 AC7047                          STATION RECOVERY (1997)
 AC7047
 AC7047'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 AC7047'RECOVERED AS DESCRIBED.  THIS STATION HAS BEEN SELECTED AS THE
 AC7047'SECONDARY AIRPORT CONTROL STATION (SACS) .
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0968 ***********************************************************************
 CY0968  DESIGNATION -  DOG
 CY0968  PID         -  CY0968
 CY0968  STATE/COUNTY-  NM/GRANT
 CY0968  USGS QUAD   -  COW SPRINGS MOUNTAIN (1974)
 CY0968
 CY0968                         *CURRENT SURVEY CONTROL
 CY0968  ___________________________________________________________________
 CY0968* NAD 83(1992)-  32 29 46.34185(N)    108 14 14.00792(W)     ADJUSTED  
 CY0968* NAVD 88     -      1677.2    (meters)    5503.     (feet)  VERTCON   
 CY0968  ___________________________________________________________________
 CY0968  LAPLACE CORR-          -0.38  (seconds)                    DEFLEC99
 CY0968  GEOID HEIGHT-         -24.36  (meters)                     GEOID03
 CY0968
 CY0968  HORZ ORDER  -  FIRST
 CY0968
 CY0968.The horizontal coordinates were established by classical geodetic methods
 CY0968.and adjusted by the National Geodetic Survey in December 1993..
 CY0968
 CY0968.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0968.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0968
 CY0968.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY0968
 CY0968.The geoid height was determined by GEOID03.
 CY0968
 CY0968;                    North         East     Units Scale Factor Converg.
 CY0968;SPC NM W     -   165,961.025   792,045.060   MT  0.99993442   -0 13 01.2
 CY0968;SPC NM W     -   544,490.46  2,598,567.83   sFT  0.99993442   -0 13 01.2
 CY0968;UTM  12      - 3,598,802.525   759,586.587   MT  1.00043103   +1 29 06.4
 CY0968
 CY0968!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY0968!SPC NM W     -   0.99974055  x   0.99993442  =   0.99967499
 CY0968!UTM  12      -   0.99974055  x   1.00043103  =   1.00017147
 CY0968
 CY0968|---------------------------------------------------------------------|
 CY0968| PID    Reference Object                     Distance      Geod. Az  |
 CY0968|                                                           dddmmss.s |
 CY0968| CC7256 DOG RM 1                              9.966 METERS 01347     |
 CY0968| CY0934 HURLEY BLACK RR TANK                APPROX.24.8 KM 0231946.1 |
 CY0968| CY0935 HURLEY WATER TOWER                  APPROX.24.8 KM 0234858.6 |
 CY0968| CY0924 HURLEY SMOKESTACK                   APPROX.24.9 KM 0251254.9 |
 CY0968| CY0925 HURLEY TALL BLACK STACK             APPROX.24.6 KM 0254646.3 |
 CY0968| CC7255 DOG AZ MK                                          2862133.6 |
 CY0968| CC7257 DOG RM 2                              7.611 METERS 28628     |
 CY0968|---------------------------------------------------------------------|
 CY0968
 CY0968                          SUPERSEDED SURVEY CONTROL
 CY0968
 CY0968  NAD 83(1986)-  32 29 46.33991(N)    108 14 14.00639(W) AD(       ) 1
 CY0968  NAD 27      -  32 29 46.04507(N)    108 14 11.84337(W) AD(       ) 1
 CY0968  NGVD 29 (07/19/86) 1676.4    (m)         5500.     (f) VERT ANG       
 CY0968
 CY0968.Superseded values are not recommended for survey control.
 CY0968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0968.See file dsdata.txt to determine how the superseded data were derived.
 CY0968
 CY0968_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYA5958798803(NAD 83)
 CY0968_MARKER: DS = TRIANGULATION STATION DISK
 CY0968_SETTING: 66 = SET IN ROCK OUTCROP
 CY0968
 CY0968  HISTORY     - Date     Condition        Report By
 CY0968  HISTORY     - 1936     MONUMENTED       CGS
 CY0968  HISTORY     - 1938     GOOD             CGS
 CY0968  HISTORY     - 1945     GOOD             CGS
 CY0968  HISTORY     - 1963     GOOD             USGS
 CY0968
 CY0968                          STATION DESCRIPTION
 CY0968
 CY0968'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 CY0968'ABOUT 19 MI. AIR LINE S OF SILVER CITY, 7.5 MILES AIR LINE
 CY0968'SW OF WHITEWATER RAILROAD STATION, AND ON A LOW, SOTOL-COVERED
 CY0968'HILL WHICH IS 0.5 MILE E OF A N-S FENCE AND ROAD.
 CY0968'
 CY0968'TO REACH FROM WHITEWATER RAILROAD STATION, GO 6.5 MILES SW
 CY0968'AND W ON THE WHITE SIGNAL GRADED DIRT ROAD TO A CATTLE GUARD,
 CY0968'GO THROUGH GATE S OF CATTLE GUARD, TURN LEFT (S) AND GO ALONG
 CY0968'W SIDE OF FENCE 0.85 MILE, TURN LEFT (E) AROUND FENCE CORNER,
 CY0968'FOLLOW TRACK ROAD E A SHORT WAY, THEN S 0.65 MILE, TAKE LEFT
 CY0968'FORK STRAIGHT AHEAD 0.9 MILE, TURN RIGHT AT CORRALS AND
 CY0968'WINDMILL AND GO W 0.9 MILE, KEEP STRAIGHT AHEAD ON LEFT FORK
 CY0968'FOR 1.2 MILES, PASS THROUGH GATE AND GO S 1.1 MILES, PASS
 CY0968'THROUGH GATE AND CONTINUE S 0.15 MILE TO THE AZIMUTH MARK
 CY0968'ON THE LEFT SIDE OF THE ROAD, DRIVE E ACROSS COUNTRY 0.5
 CY0968'MILE TO THE STATION.
 CY0968'
 CY0968'THE STATION AND REFERENCE MARKS ARE STANDARD DISKS SET IN
 CY0968'ROCK.
 CY0968'
 CY0968'REFERENCE MARK 1 IS 9.972 METERS (32.72 FEET) FROM THE STATION
 CY0968'N 13 DEG 47 MIN W, AND REFERENCE MARK 2 IS 7.611 METERS
 CY0968'(24.97 FEET) FROM THE STATION N 73 DEG 31 MIN W.
 CY0968'
 CY0968'THE AZIMUTH MARK, A STANDARD DISK SET IN CONCRETE
 CY0968'IS 5 FEET E OF A N-S FENCE, AND 0.5 MILE FROM
 CY0968'THE STATION N 73 DEG 39 MIN W.
 CY0968
 CY0968                          STATION RECOVERY (1945)
 CY0968
 CY0968'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (RAM)
 CY0968'STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD CONDITION.
 CY0968'THE PUBLISHED DISTANCE TO REFERENCE MARK 1 WAS NOT AGREED
 CY0968'WITH.  NEW MEASUREMENT IS GIVEN BELOW.  REFERENCE MARK 1 IS A
 CY0968'BRONZE AZIMUTH DISK.
 CY0968'
 CY0968'STATION IS LOCATED ABOUT 19 MILES, AIR LINE, S OF SILVER
 CY0968'CITY AND 7-1/2 MILES SW OF WHITEWATER.  IT IS ON A LOW
 CY0968'SOTOL-COVERED HILL WHICH IS 1/2 MILE E OF A N-S FENCE AND
 CY0968'ROAD.
 CY0968'
 CY0968'TO REACH THE STATION FROM THE RAILROAD STATION IN WHITEWATER,
 CY0968'GO SW AND W ON THE WHITE SIGNAL GRADED DIRT ROAD FOR 1.0 MILE
 CY0968'TO A CROSS ROAD.  CONTINUE STRAIGHT AHEAD FOR 3.3 MILES TO A
 CY0968'T-ROAD TO THE LEFT.  CONTINUE STRAIGHT AHEAD FOR 2.1 MILES
 CY0968'TO A CATTLE GUARD AND A GATE JUST S OF IT.  GO THROUGH THE
 CY0968'GATE AND TURN LEFT (S), FOLLOWING A TRACK ROAD ALONG THE W
 CY0968'SIDE OF THE FENCE FOR 0.85 MILE.  TURN LEFT WITH THE ROAD
 CY0968'AROUND THE FENCE CORNER, GOING E A SHORT WAY AND THEN S
 CY0968'FOR 1.55 MILES TO CORRALS AND A WINDMILL.  TURN RIGHT (W),
 CY0968'JUST BEFORE REACHING THE CORRALS AND WINDMILL, AND GO 2.15
 CY0968'MILES TO A GATE.  PASS THROUGH THE GATE AND GO S 1.1 MILES TO
 CY0968'ANOTHER GATE.  PASS THROUGH THE GATE AND CONTINUE S 0.15
 CY0968'MILE TO A FORK IN THE TRACK ROAD AND A GATE IN THE N-S
 CY0968'FENCE ON THE LEFT (E).  (AZIMUTH MARK IS 31 FEET N OF THE N
 CY0968'END OF THIS GATE) TURN LEFT (E) THROUGH GATE AND DRIVE
 CY0968'CROSS COUNTRY TOWARD THE THE LOW HILL TO THE ESE.  DISTANCE
 CY0968'FROM THE GATE TO THE TOP OF OF THE HILL AND STATION SITE IS
 CY0968'1/2 MILE.
 CY0968'
 CY0968'STATION IS LOCATED ON THE HIGHEST POINT OF THE ROCKY,
 CY0968'SOTOL-COVERED HILL.  IT IS MARKED BY A BRONZE TRIANGULATION
 CY0968'STATION DISK STAMPED DOG 1936 AND APPARENTLY SET IN A DRILL
 CY0968'HOLE IN BEDROCK FLUSH WITH THE GROUND.
 CY0968'
 CY0968'REFERENCE MARK 1 IS N OF THE STATION AND ABOUT 3/4-FOOT
 CY0968'LOWER.  IT IS MARKED BY A BRONZE AZIMUTH DISK STAMPED DOG
 CY0968'NO 1 1936 AND APPARENTLY SET IN A DRILL HOLE IN BEDROCK FLUSH
 CY0968'WITH THE GROUND.
 CY0968'
 CY0968'REFERENCE MARK 2 IS WNW OF THE STATION AND ABOUT THE SAME
 CY0968'LEVEL.  IT IS MARKED BY A BRONZE REFERENCE DISK STAMPED DOG
 CY0968'NO 2 1936 AND APPARENTLY SET IN A DRILL HOLE IN BEDROCK FLUSH
 CY0968'WITH THE GROUND.
 CY0968'
 CY0968'THE AZIMUTH MARK IS 1/2 MILE WNW OF THE STATION, 28 FEET
 CY0968'E OF THE CENTER OF THE TRACK ROAD MENTIONED ABOVE, AND 31
 CY0968'FEET N OF THE N END OF THE GATE MENTIONED ABOVE.  IT IS ALSO
 CY0968'7-1/2 FEET WSW OF A 4-INCH SQUARE WHITE WITNESS POST AND
 CY0968'7 FEET W OF A N-S FENCE.  IT IS MARKED BY A BRONZE AZIMUTH
 CY0968'DISK STAMPED DOG 1936 AND SET IN THE TOP OF A CONCRETE POST
 CY0968'WHICH PROJECTS 10 INCHES ABOVE THE GROUND.
 CY0968
 CY0968                          STATION RECOVERY (1963)
 CY0968
 CY0968'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 CY0968'STATION MARK--STANDARD USC AND GS BRONZE DISK, STAMPED ---DOG 1936---,
 CY0968'AND SET IN DRILL HOLE IN ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ1017 ***********************************************************************
 EQ1017  DESIGNATION -  DOME
 EQ1017  PID         -  EQ1017
 EQ1017  STATE/COUNTY-  NM/CIBOLA
 EQ1017  USGS QUAD   -  DOUGH MOUNTAIN (1971)
 EQ1017
 EQ1017                         *CURRENT SURVEY CONTROL
 EQ1017  ___________________________________________________________________
 EQ1017* NAD 83(1992)-  34 55 06.28968(N)    107 18 29.37005(W)     ADJUSTED  
 EQ1017* NAVD 88     -      1833.3    (meters)    6015.     (feet)  VERTCON   
 EQ1017  ___________________________________________________________________
 EQ1017  LAPLACE CORR-          -1.16  (seconds)                    DEFLEC99
 EQ1017  GEOID HEIGHT-         -21.10  (meters)                     GEOID03
 EQ1017
 EQ1017  HORZ ORDER  -  SECOND
 EQ1017
 EQ1017.The horizontal coordinates were established by classical geodetic methods
 EQ1017.and adjusted by the National Geodetic Survey in December 1993..
 EQ1017
 EQ1017.The NAVD 88 height was computed by applying the VERTCON shift value to
 EQ1017.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EQ1017
 EQ1017.The Laplace correction was computed from DEFLEC99 derived deflections.
 EQ1017
 EQ1017.The geoid height was determined by GEOID03.
 EQ1017
 EQ1017;                    North         East     Units Scale Factor Converg.
 EQ1017;SPC NM W     -   434,657.092   877,986.035   MT  0.99994504   +0 18 02.2
 EQ1017;SPC NM W     - 1,426,037.48  2,880,525.85   sFT  0.99994504   +0 18 02.2
 EQ1017;UTM  13      - 3,866,427.373   289,148.065   MT  1.00014797   -1 19 18.1
 EQ1017
 EQ1017!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EQ1017!SPC NM W     -   0.99971563  x   0.99994504  =   0.99966068
 EQ1017!UTM  13      -   0.99971563  x   1.00014797  =   0.99986355
 EQ1017
 EQ1017:                Primary Azimuth Mark                     Grid Az
 EQ1017:SPC NM W     -  DOME AZ MK                               008 06 28.0
 EQ1017:UTM  13      -  DOME AZ MK                               009 43 48.3
 EQ1017
 EQ1017|---------------------------------------------------------------------|
 EQ1017| PID    Reference Object                     Distance      Geod. Az  |
 EQ1017|                                                           dddmmss.s |
 EQ1017| CD2819 DOME AZ MK                                         0082430.2 |
 EQ1017| CD2820 DOME RM 1                             9.527 METERS 02846     |
 EQ1017| CD2821 DOME RM 2                            20.525 METERS 15814     |
 EQ1017|---------------------------------------------------------------------|
 EQ1017
 EQ1017                          SUPERSEDED SURVEY CONTROL
 EQ1017
 EQ1017  NAD 83(1986)-  34 55 06.29222(N)    107 18 29.37057(W) AD(       ) 2
 EQ1017  NAD 27      -  34 55 06.12180(N)    107 18 27.21790(W) AD(       ) 2
 EQ1017  NGVD 29 (07/19/86) 1832.4    (m)         6012.     (f) VERT ANG       
 EQ1017
 EQ1017.Superseded values are not recommended for survey control.
 EQ1017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ1017.See file dsdata.txt to determine how the superseded data were derived.
 EQ1017
 EQ1017_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBU8914866427(NAD 83)
 EQ1017_MARKER: DS = TRIANGULATION STATION DISK
 EQ1017_SETTING: 66 = SET IN ROCK OUTCROP
 EQ1017_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 EQ1017_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EQ1017+STABILITY: POSITION/ELEVATION WELL
 EQ1017
 EQ1017  HISTORY     - Date     Condition        Report By
 EQ1017  HISTORY     - 1958     MONUMENTED       USGS
 EQ1017  HISTORY     - 1958     GOOD             CGS
 EQ1017  HISTORY     - 1970     GOOD             NGS
 EQ1017  HISTORY     - 1971     GOOD             NMHD
 EQ1017
 EQ1017                          STATION DESCRIPTION
 EQ1017
 EQ1017'DESCRIBED BY US GEOLOGICAL SURVEY 1958 (RLE)
 EQ1017'THE STATION IS LOCATED ABOUT 8 MILES WEST-SOUTHWEST OF CORREO
 EQ1017'AND ON A ROCKY BUTTE WHICH IS LOCALLY KNOW AS DOME MOUNTAIN.
 EQ1017'IT IS 6 FEET NORTH OF A CAIRN AND IS SET ON THE HIGHEST PART
 EQ1017'OF HILL.  THE MARK IS STANDARD USGS STATION MARK CEMENTED
 EQ1017'IN A DRILL HOLE IN OUTCROPPING BEDROCK, WHICH PROJECTS 4
 EQ1017'INCHES ABOVE THE SURFACE OF THE GROUND AND IS STAMPED DOME 1952.
 EQ1017'
 EQ1017'REFERENCE MARK NO. 1 IS 4 FEET EAST OF A CAIRN AND ABOUT 16
 EQ1017'FEET LOWER THAN THE STATION.  THE MARK IS SET IN A DRILL
 EQ1017'HOLE IN OUTCROPPING BEDROCK, WHICH IS FLUSH WITH THE SURFACE
 EQ1017'OF THE GROUND AND IS STAMPED DOME USGS NO 1 1958.
 EQ1017'
 EQ1017'REFERENCE MARK NO. 2 IS 16 FEET NORTH-NORTHWEST OF THE SOUTHERN
 EQ1017'CLIFF OF HILL, 2 FEET EAST OF A CAIRN AND ABOUT 26 FEET LOWER
 EQ1017'THAN THE STATION.  THE MARK IS SET IN A DRILL HOLE IN OUTCROPPING
 EQ1017'BEDROCK, WHICH IS FLUSH WITH THE SURFACE OF THE GROUND AND IS
 EQ1017'STAMPED DOME USGS NO 2 1958.
 EQ1017'
 EQ1017'AZIMUTH MARK IS 5 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A
 EQ1017'SMALL ABANDONED HOUSE AND 3 FEET WEST OF A CAIRN.  THE MARK
 EQ1017'PROJECTS 4 INCHES ABOVE THE SURFACE OF THE GROUND AND IS STAMPED
 EQ1017'DOME USGS 1958.
 EQ1017'
 EQ1017'TO REACH FROM POST OFFICE IN CORREO, GO WESTERLY ON U.S.
 EQ1017'HIGHWAY 66 FOR 9.2 MILES TO CROSSROAD AND CATTLEGUARD ON THE
 EQ1017'LEFT AND RIGHT, TURN LEFT SOUTHERLY ACROSS CATTLEGUARD TAKE
 EQ1017'LEFT FORK AFTER CROSSING CATTLEGUARD AND GO 0.1 MILE TO A WASH,
 EQ1017'CONTINUE ON FOR 0.6 MILE TO A SIDE ROAD RIGHT, TURN RIGHT AND
 EQ1017'GO 0.4 MILE TO ANGLEING CROSSROADS, TURN LEFT SOUTHERLY AND GO
 EQ1017'1.5 MILES TO THREE FORKS, TAKE LEFT FORK MAIN TRAVELED ROAD AND
 EQ1017'GO 1.8 MILES TO A FORK, TAKE LEFT FORK AND GO 0.8 MILE TO A
 EQ1017'FORK, TURN LEFT OFF MAIN ROAD AND FOLLOW DIM TRACK ROAD FOR 1.6
 EQ1017'MILES TO CROSSROAD, CONTINUE STRAIGHT AHEAD EASTERLY AND
 EQ1017'GO 0.5 MILE TO A SMALL ABANDONED HOUSE, AZIMUTH MARK AS
 EQ1017'DESCRIBED AND END OF TRUCK TRAVEL, FROM HERE PACK
 EQ1017'SOUTH-SOUTHWEST TO TOP OF HILL AND STATION AS DESCRIBED.
 EQ1017'(30-MINUTE PACK)
 EQ1017'
 EQ1017'HEIGHT OF LIGHT ABOVE STATION MARK 1.3 METERS.
 EQ1017
 EQ1017                          STATION RECOVERY (1958)
 EQ1017
 EQ1017'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 EQ1017'STATION IS LOCATED ON HIGHEST POINT OF A SMALL BLACK VOLCANIC PEAK
 EQ1017'APPROXIMATELY 8.5 AIRLINE MI. WSW. OF CORREO, NEW MEXICO, AND 7
 EQ1017'AIRLINE MI. S. OF MESITA NEGRA, NEW MEXICO.
 EQ1017'
 EQ1017'TO REACH STATION FROM CORREO POST OFFICE, GO W. ON U.S. HIGHWAY 66 8.6
 EQ1017'MI. TO RD. LEADING S. (OPPOSITE MESITA NEGRA).  FOLLOW MAIN TRAVELED
 EQ1017'RD. S. 2.2 MI. TO FORK, TAKE LEFT FORK 2.6 MI. TO FORK, TAKE LEFT 0.6
 EQ1017'MI. TO THIRD FORK.  TAKE LEFT FORK 1.0 MI. TO CROSSROADS, CONTINUE
 EQ1017'STRAIGHT AHEAD 0.4 MI. TO ABANDONED HOUSE AND END OF TRUCK TRAVEL.
 EQ1017'PACK (10 MINUTES) SW. UP RIDGE TO TOP OF MOUNTAIN AND STATION.
 EQ1017'
 EQ1017'RECOVERED BY NGS IN 1958.  DESCRIPTION AND POSITION LISTED IN NGS
 EQ1017'QUAD 34107-1, STATION 1006.
 EQ1017'
 EQ1017'STATION MARK--A STANDARD USGS STATION MARK CEMENTED IN A DRILL HOLE IN
 EQ1017'OUTCROPPING BEDROCK, WHICH PROJECTS 4 IN. ABOVE THE SURFACE OF THE
 EQ1017'GROUND AND IS STAMPED---DOME 1952---.
 EQ1017
 EQ1017                          STATION RECOVERY (1970)
 EQ1017
 EQ1017'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 EQ1017'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH
 EQ1017'MARK WERE RECOVERED AS DESCRIBED.  A NEW ROUTE TO THE STATION
 EQ1017'FOLLOWS.
 EQ1017'
 EQ1017'TO REACH THE STATION FROM THE CHEVRON SERVICE STATION AND STORE
 EQ1017'IN LAGUNA GO EAST ALONG U.S. HIGHWAY 66 AND INTERSTATE HIGHWAY
 EQ1017'40 FOR 4.15 MILES TO MESITA EXIT.  EXIT SOUTH AND TAKE THE
 EQ1017'FRONTAGE ROAD EAST FOR 0.05 MILE TO A GOOD GRADED ROAD LEADING
 EQ1017'SOUTH.  TURN RIGHT FOR 0.8 MILE TO A WINDMILL ON THE LEFT,
 EQ1017'CONTINUE SOUTH FOR 0.5 MILE TO A FORK AND A WINDMILL ON THE
 EQ1017'RIGHT.  TAKE THE LEFT FORK SOUTH FOR 2.9 MILES TO A FORK.
 EQ1017'TAKE THE LEFT FORK SOUTH FOR 0.5 MILE TO A FORK, CONTINUE
 EQ1017'SOUTH ALONG THE LEFT FORK FOR 0.7 MILE TO A WINDMILL ON THE
 EQ1017'RIGHT, CONTINUE SOUTH FOR 2.1 MILES TO A WATER TANK ON THE
 EQ1017'LEFT.  CONTINUE AHEAD FOR 0.3 MILE TO A DIM FORK.  TURN RIGHT
 EQ1017'AND FOLLOW VERY POOR TRACK ROAD FOR 0.8 MILE TO A SMALL
 EQ1017'STONE HOUSE AND THE AZIMUTH MARK BY A WITNESS POST.
 EQ1017'PACK SOUTH-SOUTHWEST TO THE TOP OF THE ROCKY BUTTE
 EQ1017'AND STATION.  A 30 MINUTE PACK.
 EQ1017'
 EQ1017'NOTE.  THE APPEARENCE OF THE STATION HILL IS MORE OF A STEEP
 EQ1017'SIDED BUTTE THAN A DOME MOUNTAIN.
 EQ1017'
 EQ1017'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 10
 EQ1017'MILES SOUTH-SOUTHEAST OF LAGUNA
 EQ1017
 EQ1017                          STATION RECOVERY (1971)
 EQ1017
 EQ1017'RECOVERY NOTE BY NM HIGHWAY DEPT 1971
 EQ1017'DOME 1952-GOOD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0954 ***********************************************************************
 FO0954  DESIGNATION -  DOME
 FO0954  PID         -  FO0954
 FO0954  STATE/COUNTY-  NM/SANDOVAL
 FO0954  USGS QUAD   -  FRIJOLES (1984)
 FO0954
 FO0954                         *CURRENT SURVEY CONTROL
 FO0954  ___________________________________________________________________
 FO0954* NAD 83(1992)-  35 45 26.59342(N)    106 22 14.74703(W)     ADJUSTED  
 FO0954* NAVD 88     -      2581.6    (meters)    8470.     (feet)  VERTCON   
 FO0954  ___________________________________________________________________
 FO0954  LAPLACE CORR-          -4.93  (seconds)                    DEFLEC99
 FO0954  GEOID HEIGHT-         -19.53  (meters)                     GEOID03
 FO0954
 FO0954  HORZ ORDER  -  FIRST
 FO0954
 FO0954.The horizontal coordinates were established by classical geodetic methods
 FO0954.and adjusted by the National Geodetic Survey in December 1993..
 FO0954
 FO0954.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO0954.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO0954
 FO0954.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO0954
 FO0954.The geoid height was determined by GEOID03.
 FO0954
 FO0954;                    North         East     Units Scale Factor Converg.
 FO0954;SPC NM C     -   527,602.763   489,079.394   MT  0.99990147   -0 04 14.0
 FO0954;SPC NM C     - 1,730,976.73  1,604,587.98   sFT  0.99990147   -0 04 14.0
 FO0954;UTM  13      - 3,957,906.025   376,075.305   MT  0.99978924   -0 48 04.0
 FO0954
 FO0954!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO0954!SPC NM C     -   0.99959803  x   0.99990147  =   0.99949954
 FO0954!UTM  13      -   0.99959803  x   0.99978924  =   0.99938736
 FO0954
 FO0954:                Primary Azimuth Mark                     Grid Az
 FO0954:SPC NM C     -  LOS ALAMOS MUNICIPAL TANK                023 36 28.9
 FO0954:UTM  13      -  LOS ALAMOS MUNICIPAL TANK                024 20 18.9
 FO0954
 FO0954|---------------------------------------------------------------------|
 FO0954| PID    Reference Object                     Distance      Geod. Az  |
 FO0954|                                                           dddmmss.s |
 FO0954| FO0950 LOS ALAMOS MUNICIPAL TANK           APPROX.15.0 KM 0233214.9 |
 FO0954| FO0951 LOS ALAMOS WATER TOWER              APPROX.15.2 KM 0234209.6 |
 FO0954| CD3361 DOME RM 1                             9.554 METERS 06522     |
 FO0954| FO0952 WHITEROCK WATER TANK                APPROX.10.7 KM 0740600.1 |
 FO0954| FO0955 DOME RM 3                             9.027 METERS 26046     |
 FO0954| FO0953 SAN MIGUEL LOOKOUT HOUSE              4.500 METERS 30427     |
 FO0954| CD3360 DOME AZ MK                                         3543112.7 |
 FO0954|---------------------------------------------------------------------|
 FO0954
 FO0954                          SUPERSEDED SURVEY CONTROL
 FO0954
 FO0954  NAD 83(1986)-  35 45 26.59698(N)    106 22 14.75077(W) AD(       ) 1
 FO0954  NAD 27      -  35 45 26.50590(N)    106 22 12.64590(W) AD(       ) 1
 FO0954  NGVD 29 (09/14/90) 2580.6    (m)         8467.     (f) VERT ANG       
 FO0954
 FO0954.Superseded values are not recommended for survey control.
 FO0954.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0954.See file dsdata.txt to determine how the superseded data were derived.
 FO0954
 FO0954_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV7607557906(NAD 83)
 FO0954_MARKER: DS = TRIANGULATION STATION DISK
 FO0954_SETTING: 80 = SET IN A BOULDER
 FO0954_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 FO0954_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FO0954
 FO0954  HISTORY     - Date     Condition        Report By
 FO0954  HISTORY     - 1945     MONUMENTED       USGS
 FO0954  HISTORY     - 1948     GOOD             USGS
 FO0954  HISTORY     - 1953     GOOD             CGS
 FO0954  HISTORY     - 1953     GOOD             CGS
 FO0954
 FO0954                          STATION DESCRIPTION
 FO0954
 FO0954'DESCRIBED BY US GEOLOGICAL SURVEY 1945 (CAE)
 FO0954'STATION IS LOCATED ABOUT 12 MILES N OF PENA BLANCA AND ABOUT
 FO0954'25 MILES WNW OF SANTA FE.  IT IS ON WHAT IS LOCALLY KNOWN AS
 FO0954'ST. PETERS DOME AND THERE IS A FOREST SERVICE LOOKOUT CABIN ON
 FO0954'THE PEAK.  THE PEAK OVERLOOKS THE LAND TO THE S AND E WHILE THE
 FO0954'MOUNTAINS TO THE N AND W ARE MUCH HIGHER.
 FO0954'
 FO0954'TO REACH THE STATION FROM SANTA FE, GO N ON U.S. HIGHWAY 84 FOR
 FO0954'ABOUT 14 MILES TO THE SMALL VILLAGE OF POJUAQUE.  TURN LEFT
 FO0954'OFF THE HIGHWAY AND PROCEED W ON STATE HIGHWAY 4 FOR 8.3 MILES TO
 FO0954'A POINT WHERE IT INTERSECTS WITH THE PAVED ROAD LEADING TO LOS
 FO0954'ALOMAS, CONTINUE AHEAD ON HIGHWAY 4 (IT IS NOW PAVED TOWARD LOS
 FO0954'ALOMAS) FOR 3.6 MILES TO THE POINT WHERE THE PAVEMENT CONTINUES
 FO0954'W AND HIGHWAY 4 BEARS LEFT OR S, TURN LEFT ON HIGHWAY 4 AND
 FO0954'CONTINUE FOR 11.8 MILES TO THE ENTRANCE TO BANDELIER NATIONAL
 FO0954'MONUMENT, CONTINUE AHEAD FOR 5.5 MILES TO A RIGHT FORK
 FO0954'LEADING TO LOS ALOMAS, CONTINUE STRAIGHT AHEAD FOR 5.8 MILES TO
 FO0954'A LEFT FORK AT THE FOREST SERVICE SIGN ST. PETERS DOME.
 FO0954'TURN LEFT ON THE FOREST SERVICE ROAD AND CONTINUE FOR 1.2
 FO0954'MILES TO A FORK, KEEP RIGHT, CONTINUE FOR 0.9 MILE TO A
 FO0954'GATE, PASS THROUGH THE GATE AND CONTINUE AHEAD ON THE FOREST
 FO0954'SERVICE ROAD FOR 8.4 MILES TO A SMALL AREA AT THE BASE OF THE
 FO0954'PEAK WHERE THE TRAIL LEADS UP TO THE CABIN.  PACK UP THE
 FO0954'TRAIL FOR ABOUT 1/4 MILE TO THE CABIN AND THE STATION.
 FO0954'
 FO0954'STATION IS A STANDARD U.S.G.S. BENCH MARK SET IN A BOULDER
 FO0954'PROJECTING ABOUT 2 FEET AND STAMPED R 1931.  IT IS LOCATED 6.3
 FO0954'FEET ESE OF THE SE CORNER OF THE CABIN.
 FO0954'
 FO0954'REFERENCE MARK 1 IS A STANDARD U.S.G.S. REFERENCE DISK SET IN A
 FO0954'BOULDER WHICH IS ABOUT FLUSH WITH THE GROUND ON THE S SIDE AND
 FO0954'FORMS A SMALL CLIFF TO THE N.  THE MARK IS UNSTAMPED AND IS
 FO0954'ENE OF THE STATION.  IT IS ABOUT 8 FEET LOWER.
 FO0954'
 FO0954'REFERENCE MARK 2 IS A STANDARD U.S.G.S. REFERENCE DISK SET IN
 FO0954'A BOULDER PROJECTING ABOUT 1 FOOT.  THE MARK IS UNSTAMPED.  THE
 FO0954'CABIN HAS BEEN BUILT SINCE THE MARKS WERE SET AND THIS MARK IS NOT
 FO0954'VISIBLE FROM THE STATION.  IT IS 10.282 METERS AND 33.728
 FO0954'FEET NNE OF REFERENCE MARK 3 AND ABOUT 8 FEET LOWER.
 FO0954'
 FO0954'REFERENCE MARK 3 IS A BRONZE REFERENCE DISK SET IN A BOULDER
 FO0954'PROJECTING ABOUT 2 INCHES AND IS STAMPED DOME USGS NO 3 1945.
 FO0954'IT IS W OF THE STATION AND ABOUT 3 FEET LOWER.
 FO0954'
 FO0954'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN A BOULDER PROJECTING
 FO0954'ABOUT 15 INCHES AND IS STAMPED DOME USGS 1945.  IT IS ABOUT 1/4
 FO0954'MILE N OF THE STATION, 14 FEET NNW OF THE CENTER OF THE ROAD, AND
 FO0954'3 FEET ESE OF A WITNESS POST.  IT IS PASSED ON THE WAY TO THE
 FO0954'STATION AND IS ABOUT 0.1 MILE BEFORE COMING TO THE END OF TRUCK
 FO0954'TRAVEL.
 FO0954'
 FO0954'DUE TO THE LOCATION OF THE CABIN IT WAS NECESSARY TO MAKE THE
 FO0954'OBSERVATIONS OF STATIONS ON THE SCHEME FROM REFERENCE MARK 3.
 FO0954
 FO0954                          STATION RECOVERY (1948)
 FO0954
 FO0954'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1948
 FO0954'ON THE HIGHEST POINT OF ST. PETERS DOME, ABOUT 4 MI. SE. OF DICK BOYDS
 FO0954'RANCH IN COCHITI CANYON.  ABOUT 6 MI. SW. OF FRIJOLES INDIAN RUINS.
 FO0954'ANIMALS CAN BE TAKEN TO THE TOP BY FOLLOWING THE BLAND-FRIJOLES TRAIL
 FO0954'WHICH LEAVES COCHITI CANYON 1 MI. BELOW THE BOYD RANCH.
 FO0954'
 FO0954'RECOVERED BY USGS IN 1936 AND 1948.
 FO0954'
 FO0954'RECOVERED BY NGS IN 1953 AS DESCRIBED AND ALL MARKS WERE FOUND IN GOOD
 FO0954'CONDITION.  DESCRIPTION AND POSITION LISTED IN NGS QUAD 35106-1,
 FO0954'STATION 1010.
 FO0954'
 FO0954'STATION MARK--A STANDARD BRONZE TABLET CEMENTED IN ROCK IN PLACE,
 FO0954'STAMPED---R-1931---, IT IS LOCATED 6.3 FT. ESE. OF THE SE. CORNER
 FO0954'OF A FOREST SERVICE LOOKOUT CABIN.
 FO0954'
 FO0954'REFERENCE MARK NO. 1--A STANDARD BRONZE REFERENCE TABLET CEMENTED IN
 FO0954'ROCK, 34.30 FT. FROM STATION.
 FO0954'
 FO0954'REFERENCE MARK NO. 2--A STANDARD BRONZE REFERENCE TABLET CEMENTED IN
 FO0954'ROCK, 31.50 FT. FROM STATION.  (THIS MARK NOT RECOVERED BY THE NGS IN
 FO0954'1953.)
 FO0954
 FO0954                          STATION RECOVERY (1953)
 FO0954
 FO0954'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (WRH)
 FO0954'THE STATION WAS RECOVERED AS DESCRIBED AND ALL OF THE MARKS
 FO0954'WERE FOUND IN GOOD CONDITION EXCEPT REFERENCE MARK NUMBER TWO
 FO0954'WHICH WAS NOT RECOVERED.  A FOREST SERVICE LOOKOUT HOUSE HAS
 FO0954'SINCE BEEN ERECTED IN THE GENERAL LOCATION OF REFERENCE MARK
 FO0954'NUMBER TWO.  A COMPLETE DESCRIPTION FOLLOWS.
 FO0954'
 FO0954'THE STATION IS LOCATED AIRLINE ABOUT 12 MILES NORTH OF PENA
 FO0954'BLANCA, ABOUT 10 MILES SOUTH-SOUTHWEST OF LOS ALOMAS, AND
 FO0954'ABOUT 25 MILES WEST-NORTHWEST OF SANTA FE ON A HIGH MOUNTAIN WHICH
 FO0954'IS LOCALLY KNOWN AS ST. PETERS DOME.
 FO0954'
 FO0954'THE STATION IS A STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK
 FO0954'DISK STAMPED R 1931 SET IN A DRILL HOLE IN A LARGE BOULDER WHICH
 FO0954'PROJECTS ABOUT 2 FEET ABOVE THE GROUND.  IT IS 6.3 FEET
 FO0954'EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF THE LOOKOUT HOUSE.
 FO0954'
 FO0954'REFERENCE MARK NUMBER ONE IS A STANDARD U.S. GEOLOGICAL SURVEY
 FO0954'REFERENCE MARK DISK WHICH HAS NO STAMPING, SET IN A DRILL HOLE
 FO0954'IN A LARGE BOULDER WHICH PROJECTS ABOUT 1 FOOT ABOVE THE
 FO0954'GROUND AND IS ABOUT 8 FEET LOWER THAN THE STATION.
 FO0954'
 FO0954'REFERENCE MARK NUMBER THREE IS A STANDARD U.S. COAST AND GEODETIC
 FO0954'SURVEY REFERENCE MARK DISK STAMPED DOME USGS NO 3 1945 SET
 FO0954'IN A DRILL HOLE IN A BOULDER WHICH PROJECTS ABOUT 6 INCHES
 FO0954'ABOVE THE GROUND AND IS ABOUT 3 FEET LOWER THAN THE STATION.
 FO0954'IT IS 10 FEET WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 FO0954'LOOKOUT HOUSE.
 FO0954'
 FO0954'THE AZIMUTH MARK IS A STANDARD U.S. COAST AND GEODETIC SURVEY
 FO0954'AZIMUTH MARK DISK STAMPED DOME USGS 1945 SET IN A DRILL HOLE
 FO0954'IN A LARGE BOULDER WHICH PROJECTS ABOUT 1 FOOT ABOVE THE GROUND.
 FO0954'IT IS 3 FEET EAST-SOUTHEAST OF A WHITE WITNESS POST AND 14 FEET
 FO0954'NORTH-NORTHWEST OF THE CENTER LINE OF A DIRT ROAD.
 FO0954'
 FO0954'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 84 AND
 FO0954'STATE HIGHWAY 4 IN POJOAQUE, GO WEST ON STATE HIGHWAY 4 FOR
 FO0954'8.3 MILES.  TAKE THE LEFT FORK AND CONTINUE WEST ON STATE
 FO0954'HIGHWAY 4 FOR 3.6 MILES.  TAKE THE LEFT FORK AND CONTINUE WEST
 FO0954'ON STATE HIGHWAY 4 FOR 18.7 MILES TO THE END OF THE PAVEMENT
 FO0954'AND THE SOUTH GATE ENTRANCE TO LOS ALOMAS.  CONTINUE WESTERLY
 FO0954'ON STATE HIGHWAY 4 UP HILL ON A NARROW, ROUGH, DIRT ROAD FOR
 FO0954'6.1 MILES TO A FORK AND A SIGN ST. PETERS DOME.  TAKE THE LEFT
 FO0954'FORK AND GO SOUTH FOR 1.7 MILES.  TAKE THE LEFT FORK AND GO
 FO0954'SOUTH FOR 0.5 MILE TO A GATE.  PASS THROUGH THE GATE AND
 FO0954'CONTINUE SOUTH FOR 8.7 MILES TO A WHITE WITNESS POST ON THE
 FO0954'RIGHT, NORTH, AND THE AZIMUTH MARK.  CONTINUE WEST ON THE
 FO0954'DIRT ROAD FOR 0.1 MILE TO THE END OF TRUCK TRAVEL AT A SMALL
 FO0954'FOREST SERVICE CABIN.  PACK SOUTH ALONG THE TRAIL FOR ABOUT
 FO0954'1/4 MILE TO THE HIGHEST POINT OF THE HILL, A FOREST SERVICE
 FO0954'LOOKOUT HOUSE, AND THE STATION.
 FO0954
 FO0954                          STATION RECOVERY (1953)
 FO0954
 FO0954'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953
 FO0954'ON THE HIGHEST POINT OF ST. PETERS DOME, ABOUT 4 MI. SE. OF DICK
 FO0954'BOYDS RANCH IN COCHITI CANYON.  ABOUT 6 MI. SW. OF FRIJOLES INDIAN
 FO0954'RUINS.  ANIMALS CAN BE TAKEN TO THE TOP BY FOLLOWING THE
 FO0954'BLAND-FRIJOLES TRAIL WHICH LEAVES COCHITI CANYON 1 MI. BELOW THE
 FO0954'BOYD RANCH.
 FO0954'
 FO0954'RECOVERED BY USGS, 1936.
 FO0954'
 FO0954'RECOVERED BY NGS, 1945.
 FO0954'
 FO0954'RECOVERED BY USGS, 1948.
 FO0954'
 FO0954'RECOVERY NOTE BY NGS, 1953, LISTED IN QUADRANGLE 35106-1,
 FO0954'STATION 1010.
 FO0954'
 FO0954'STATION MARK--A STANDARD BRONZE TABLET CEMENTED IN ROCK IN PLACE,
 FO0954'STAMPED---R-1931---, IT IS LOCATED 6.3 FT. ESE. OF THE SE. CORNER
 FO0954'OF A FOREST SERVICE LOOKOUT CABIN.
 FO0954'
 FO0954'REFERENCE MARK NO. 1--A STANDARD BRONZE REFERENCE TABLET CEMENTED
 FO0954'IN ROCK, 34.30 FT. FROM STATION.
 FO0954'
 FO0954'REFERENCE MARK NO. 2--A STANDARD BRONZE REFERENCE TABLET CEMENTED
 FO0954'IN ROCK, 31.50 FT. FROM STATION.  (THIS MARK NOT RECOVERED BY THE
 FO0954'NGS IN 1953.)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GO0400 ***********************************************************************
 GO0400  DESIGNATION -  DOME
 GO0400  PID         -  GO0400
 GO0400  STATE/COUNTY-  NM/SAN JUAN
 GO0400  USGS QUAD   -  PURGATORY CANYON (1979)
 GO0400
 GO0400                         *CURRENT SURVEY CONTROL
 GO0400  ___________________________________________________________________
 GO0400* NAD 83(1992)-  36 59 46.68104(N)    108 17 51.04042(W)     ADJUSTED  
 GO0400* NAVD 88     -      2167.1    (meters)    7110.     (feet)  VERTCON   
 GO0400  ___________________________________________________________________
 GO0400  LAPLACE CORR-           0.92  (seconds)                    DEFLEC99
 GO0400  GEOID HEIGHT-         -20.27  (meters)                     GEOID03
 GO0400
 GO0400  HORZ ORDER  -  FIRST
 GO0400
 GO0400.The horizontal coordinates were established by classical geodetic methods
 GO0400.and adjusted by the National Geodetic Survey in December 1993..
 GO0400
 GO0400.The NAVD 88 height was computed by applying the VERTCON shift value to
 GO0400.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GO0400
 GO0400.The Laplace correction was computed from DEFLEC99 derived deflections.
 GO0400
 GO0400.The geoid height was determined by GEOID03.
 GO0400
 GO0400;                    North         East     Units Scale Factor Converg.
 GO0400;SPC NM W     -   665,171.351   788,684.065   MT  0.99993769   -0 16 45.6
 GO0400;SPC NM W     - 2,182,316.34  2,587,540.97   sFT  0.99993769   -0 16 45.6
 GO0400;UTM  12      - 4,097,876.432   740,493.284   MT  1.00031256   +1 37 37.3
 GO0400
 GO0400!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GO0400!SPC NM W     -   0.99966320  x   0.99993769  =   0.99960091
 GO0400!UTM  12      -   0.99966320  x   1.00031256  =   0.99997566
 GO0400
 GO0400|---------------------------------------------------------------------|
 GO0400| PID    Reference Object                     Distance      Geod. Az  |
 GO0400|                                                           dddmmss.s |
 GO0400| CD3358 DOME RM 1                            12.805 METERS 10422     |
 GO0400| CD3359 DOME RM 2                             7.922 METERS 19500     |
 GO0400| CD4595 BOUNDARY MP 289+27.40 CHS CO NM                    3593451.9 |
 GO0400|---------------------------------------------------------------------|
 GO0400
 GO0400                          SUPERSEDED SURVEY CONTROL
 GO0400
 GO0400  NAD 83(1992)-  36 59 46.68115(N)    108 17 51.03992(W) AD(       ) 1
 GO0400  NAD 83(1992)-  36 59 46.68115(N)    108 17 51.03992(W) AD(       ) 1
 GO0400  NAD 83(1986)-  36 59 46.67391(N)    108 17 51.04702(W) AD(       ) 1
 GO0400  NAD 27      -  36 59 46.67577(N)    108 17 48.75081(W) AD(       ) 1
 GO0400  NGVD 29 (07/19/86) 2166.0    (m)         7106.     (f) VERT ANG       
 GO0400
 GO0400.Superseded values are not recommended for survey control.
 GO0400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GO0400.See file dsdata.txt to determine how the superseded data were derived.
 GO0400
 GO0400_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYF4049397876(NAD 83)
 GO0400_MARKER: DD = SURVEY DISK
 GO0400_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 GO0400+WITH SETTING: PAVEMENT
 GO0400
 GO0400  HISTORY     - Date     Condition        Report By
 GO0400  HISTORY     - 1972     MONUMENTED       DMA
 GO0400
 GO0400                          STATION DESCRIPTION
 GO0400
 GO0400'DESCRIBED BY DEFENSE MAP AGENCY 1972
 GO0400'THE STATION IS LOCATED ABOUT 19 MILES NORTH-NORTHWEST OF
 GO0400'FARMINGTON, 7.6 MILES NORTHWEST OF LA PLATA AND 0.2 MILE SOUTH
 GO0400'OF THE NEW MEXICO-COLORADO STATE LINE.
 GO0400'
 GO0400'TO REACH THE STATION FROM THE INTERSECTION OF BEHREND AVENUE
 GO0400'AND MAIN STREET (US 550 BUSINESS ROUTE) IN FARMINGTON, GO WEST ON
 GO0400'MAIN ST. FOR 2.6 MILES TO THE INTERSECTION OF ROUTE 550 AND STATE
 GO0400'ROUTE 17.  TURN RIGHT AND GO NORTH ON ROUTE 17 FOR 12.5 MILES TO
 GO0400'THE POST OFFICE IN LA PLATA.  FROM THE POST OFFICE GO NORTH ON
 GO0400'ROUTE 17 FOR 1.6 MILES TO INTERSECTION WITH ROAD FROM WEST
 GO0400'(BARKER DOME ROAD).  TURN LEFT AND GO WEST FOR 1.0 MILE TO ROAD
 GO0400'INTERSECTION, TURN RIGHT AND GO NORTH FOR 0.1 MILE TO ROAD
 GO0400'FORK.  TURN LEFT, CROSSING CATTLE GUARD AND GO WEST FOR 0.2
 GO0400'MILE TO A ROAD FORK.  TAKE RIGHT FORK AND CONTINUE WEST FOR 6.3
 GO0400'MILES TO A CROSS ROAD INTERSECTION.  TURN RIGHT ON A PIPELINE
 GO0400'ROAD AND GO NORTH FOR 1.3 MILES TO A ROAD FORK AT BASE OF AN
 GO0400'AREA KNOWN AS BARKER DOME MESA.  TAKE RIGHT FORK AND GO ON
 GO0400'PIPELINE SERVICE ROAD CLIMBING IN A NORTHERLY DIRECTION FOR 0.7
 GO0400'MILE TO THE CREST OF MESA.  CONTINUE NORTH FOR 0.8 MILE TO
 GO0400'PUMPING STATION KNOWN AS EL PASO NATURAL GAS CO., UTE NO 4
 GO0400'AND THE SITE OF STATION, LOCATED IN A 35 X 85 FOOT-SQUARE
 GO0400'CONCRETE SLAB.  THE STATION IS 5 FEET SOUTH OF THE NORTH EDGE
 GO0400'AND 43 FEET WEST OF THE EAST EDGE OF THE SLAB.
 GO0400'
 GO0400'STATION MARK--A CORPS OF ENGINEERS DISK STAMPED--DOME TPC 1972,
 GO0400'CEMENTED IN A DRILL HOLE IN THE CONCRETE SLAB.
 GO0400'
 GO0400'REFERENCE MARK NO. 1--A CORPS OF ENGINEERS DISK STAMPED--DOME RM
 GO0400'NO 1 TPC 1972, CEMENTED IN A DRILL HOLE IN THE CONCRETE SLAB,
 GO0400'12.805 METERS EAST-SOUTHEAST OF THE STATION.
 GO0400'
 GO0400'REFERENCE MARK NO. 2--A CORPS OF ENGINEERS DISK STAMPED--DOME RM
 GO0400'NO 2 TPC 1972, CEMENTED IN A DRILL HOLE IN THE CONCRETE SLAB, 7.922
 GO0400'METERS SOUTH OF THE STATION.
 GO0400'
 GO0400'AZIMUTH MARK--A SUPREME COURT OF THE UNITED STATES COLORADO
 GO0400'NEW MEXICO MILE CORNER 1868 DISK STAMPED--NO 289 + 27.40 CHS 1925
 GO0400'SET IN AN 8-INCH DIAMETER CONCRETE POST THAT PROJECTS 1 FOOT
 GO0400'ABOVE GROUND.  IT IS LOCATED 150 FEET NORTH OF THE INTERSECTION
 GO0400'OF A TRAIL AND PIPELINE CROSSING AND 8 FEET EAST OF THE
 GO0400'CENTERLINE OF A NORTH-SOUTH TRAIL.
 GO0400'
 GO0400'TO REACH THE AZIMUTH MARK CONTINUE WEST ON ROAD FOR 0.1 MILE TO
 GO0400'INTERSECTION WITH TRAIL FROM NORTH.  TURN NORTH AND GO 0.2 MILE
 GO0400'TO A POINT ABOUT 150 FEET NORTH OF PIPELINE CROSSING AND THE MARK
 GO0400'ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0955 ***********************************************************************
 FO0955  DESIGNATION -  DOME RM 3
 FO0955  PID         -  FO0955
 FO0955  STATE/COUNTY-  NM/SANDOVAL
 FO0955  USGS QUAD   -  FRIJOLES (1984)
 FO0955
 FO0955                         *CURRENT SURVEY CONTROL
 FO0955  ___________________________________________________________________
 FO0955* NAD 83(1992)-  35 45 26.54640(N)    106 22 15.10170(W)     ADJUSTED  
 FO0955* NAVD 88     -      2580.8    (meters)    8467.     (feet)  VERTCON   
 FO0955  ___________________________________________________________________
 FO0955  LAPLACE CORR-          -4.93  (seconds)                    DEFLEC99
 FO0955  GEOID HEIGHT-         -19.53  (meters)                     GEOID03
 FO0955
 FO0955  HORZ ORDER  -  FIRST
 FO0955
 FO0955.The horizontal coordinates were established by classical geodetic methods
 FO0955.and adjusted by the National Geodetic Survey in December 1993..
 FO0955
 FO0955.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO0955.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO0955
 FO0955.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO0955
 FO0955.The geoid height was determined by GEOID03.
 FO0955
 FO0955;                    North         East     Units Scale Factor Converg.
 FO0955;SPC NM C     -   527,601.325   489,070.483   MT  0.99990147   -0 04 14.3
 FO0955;SPC NM C     - 1,730,972.01  1,604,558.74   sFT  0.99990147   -0 04 14.3
 FO0955;UTM  13      - 3,957,904.701   376,066.377   MT  0.99978927   -0 48 04.2
 FO0955
 FO0955!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO0955!SPC NM C     -   0.99959817  x   0.99990147  =   0.99949968
 FO0955!UTM  13      -   0.99959817  x   0.99978927  =   0.99938752
 FO0955
 FO0955|---------------------------------------------------------------------|
 FO0955| PID    Reference Object                     Distance      Geod. Az  |
 FO0955|                                                           dddmmss.s |
 FO0955| CD3362 DOME RM 2                            10.282 METERS 01612     |
 FO0955| FO0954 DOME                                  9.027 METERS 08046     |
 FO0955| CD3360 DOME AZ MK                                         3554436.3 |
 FO0955|---------------------------------------------------------------------|
 FO0955
 FO0955                          SUPERSEDED SURVEY CONTROL
 FO0955
 FO0955  NAD 83(1986)-  35 45 26.54996(N)    106 22 15.10543(W) AD(       ) 1
 FO0955  NAD 27      -  35 45 26.45880(N)    106 22 13.00050(W) AD(       ) 1
 FO0955  NGVD 29 (07/19/86) 2579.7    (m)         8464.     (f) VERT ANG       
 FO0955
 FO0955.Superseded values are not recommended for survey control.
 FO0955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0955.See file dsdata.txt to determine how the superseded data were derived.
 FO0955
 FO0955_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV7606657905(NAD 83)
 FO0955_MARKER: DR = REFERENCE MARK DISK
 FO0955_SETTING: 80 = SET IN A BOULDER
 FO0955_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 FO0955
 FO0955  HISTORY     - Date     Condition        Report By
 FO0955  HISTORY     - 1945     MONUMENTED       USGS
 FO0955
 FO0955                          STATION DESCRIPTION
 FO0955
 FO0955'DESCRIBED BY US GEOLOGICAL SURVEY 1945
 FO0955'REFERENCE MARK NUMBER THREE IS A STANDARD U.S. COAST AND GEODETIC
 FO0955'SURVEY REFERENCE MARK DISK STAMPED DOME USGS NO 3 1945 SET
 FO0955'IN A DRILL HOLE IN A BOULDER WHICH PROJECTS ABOUT 6 INCHES
 FO0955'ABOVE THE GROUND AND IS ABOUT 3 FEET LOWER THAN STATION DOME USGS.
 FO0955'IT IS 10 FEET WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 FO0955'LOOKOUT HOUSE.
 FO0955'
 FO0955'TO REACH STATION DOME USGS FROM THE JUNCTION OF U.S. HIGHWAY 84 AND
 FO0955'STATE HIGHWAY 4 IN POJOAQUE, GO WEST ON STATE HIGHWAY 4 FOR
 FO0955'8.3 MILES.  TAKE THE LEFT FORK AND CONTINUE WEST ON STATE
 FO0955'HIGHWAY 4 FOR 3.6 MILES.  TAKE THE LEFT FORK AND CONTINUE WEST
 FO0955'ON STATE HIGHWAY 4 FOR 18.7 MILES TO THE END OF THE PAVEMENT
 FO0955'AND THE SOUTH GATE ENTRANCE TO LOS ALOMAS.  CONTINUE WESTERLY
 FO0955'ON STATE HIGHWAY 4 UP HILL ON A NARROW, ROUGH, DIRT ROAD FOR
 FO0955'6.1 MILES TO A FORK AND A SIGN ST. PETERS DOME.  TAKE THE LEFT
 FO0955'FORK AND GO SOUTH FOR 1.7 MILES.  TAKE THE LEFT FORK AND GO
 FO0955'SOUTH FOR 0.5 MILE TO A GATE.  CONTINUE WEST ON THE
 FO0955'DIRT ROAD FOR 0.1 MILE TO THE END OF TRUCK TRAVEL AT A SMALL
 FO0955'FOREST SERVICE CABIN.  PACK SOUTH ALONG THE TRAIL FOR ABOUT
 FO0955'1/4 MILE TO THE HIGHEST POINT OF THE HILL, A FOREST SERVICE
 FO0955'LOOKOUT HOUSE, AND THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0949 ***********************************************************************
 FO0949  DESIGNATION -  DOMINGO
 FO0949  PID         -  FO0949
 FO0949  STATE/COUNTY-  NM/SANDOVAL
 FO0949  USGS QUAD   -  SANTO DOMINGO PUEBLO SW (1993)
 FO0949
 FO0949                         *CURRENT SURVEY CONTROL
 FO0949  ___________________________________________________________________
 FO0949* NAD 83(1992)-  35 32 39.72253(N)    106 29 36.07786(W)     ADJUSTED  
 FO0949* NAVD 88     -      1941.9    (meters)    6371.     (feet)  VERTCON   
 FO0949  ___________________________________________________________________
 FO0949  LAPLACE CORR-          -1.14  (seconds)                    DEFLEC99
 FO0949  GEOID HEIGHT-         -20.59  (meters)                     GEOID03
 FO0949
 FO0949  HORZ ORDER  -  FIRST
 FO0949
 FO0949.The horizontal coordinates were established by classical geodetic methods
 FO0949.and adjusted by the National Geodetic Survey in December 1993..
 FO0949
 FO0949.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO0949.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO0949
 FO0949.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO0949
 FO0949.The geoid height was determined by GEOID03.
 FO0949
 FO0949;                    North         East     Units Scale Factor Converg.
 FO0949;SPC NM C     -   503,990.566   477,934.885   MT  0.99990600   -0 08 29.3
 FO0949;SPC NM C     - 1,653,509.05  1,568,024.70   sFT  0.99990600   -0 08 29.3
 FO0949;UTM  13      - 3,934,439.724   364,632.514   MT  0.99982581   -0 52 05.8
 FO0949
 FO0949!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO0949!SPC NM C     -   0.99969853  x   0.99990600  =   0.99960456
 FO0949!UTM  13      -   0.99969853  x   0.99982581  =   0.99952439
 FO0949
 FO0949|---------------------------------------------------------------------|
 FO0949| PID    Reference Object                     Distance      Geod. Az  |
 FO0949|                                                           dddmmss.s |
 FO0949| CD3364 DOMINGO RM 1                          8.722 METERS 06509     |
 FO0949| CD3363 DOMINGO AZ MK                                      2862958.5 |
 FO0949| CD3365 DOMINGO RM 2                          9.823 METERS 33702     |
 FO0949|---------------------------------------------------------------------|
 FO0949
 FO0949                          SUPERSEDED SURVEY CONTROL
 FO0949
 FO0949  NAD 83(1986)-  35 32 39.72732(N)    106 29 36.08078(W) AD(       ) 1
 FO0949  NAD 27      -  35 32 39.61300(N)    106 29 33.97810(W) AD(       ) 1
 FO0949  NGVD 29 (07/19/86) 1940.9    (m)         6368.     (f) VERT ANG       
 FO0949
 FO0949.Superseded values are not recommended for survey control.
 FO0949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0949.See file dsdata.txt to determine how the superseded data were derived.
 FO0949
 FO0949_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV6463334440(NAD 83)
 FO0949_MARKER: DS = TRIANGULATION STATION DISK
 FO0949_SETTING: 80 = SET IN A BOULDER
 FO0949_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 FO0949_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FO0949
 FO0949  HISTORY     - Date     Condition        Report By
 FO0949  HISTORY     - 1945     MONUMENTED       CGS
 FO0949  HISTORY     - 1952     GOOD             USGS
 FO0949  HISTORY     - 1955     GOOD             CGS
 FO0949  HISTORY     - 1958     GOOD             CGS
 FO0949  HISTORY     - 1958     GOOD             CGS
 FO0949
 FO0949                          STATION DESCRIPTION
 FO0949
 FO0949'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (CAE)
 FO0949'THIS STATION WAS ESTABLISHED IN 1938 BUT WAS NOT OCCUPIED UNTIL
 FO0949'1946.
 FO0949'
 FO0949'STATION IS LOCATED ABOUT 17 MILES, AIRLINE, NNE OF BERNALILLO,
 FO0949'9 MILES SW OF THE PUEBLO VILLAGE OF COCHITI, AND 7 MILES
 FO0949'NNW OF THE PUEBLO VILLAGE OF SAN FELIPE.  IT IS ON THE MOST
 FO0949'N HILL OF A SHORT RANGE OF ROLLING HILLS, WHICH ARE HIGHER
 FO0949'THAN ANY OTHER LAND IN THE VICINITY.
 FO0949'
 FO0949'TO REACH THE STATION FROM THE N EDGE OF THE PUEBLO VILLAGE OF
 FO0949'SAN FELIPE, GO W ACROSS THE STEEL BRIDGE OVER THE RIO GRANDE
 FO0949'RIVER FOR 0.2 MILE.  THEN TURN RIGHT UP THE ROAD ALONG THE
 FO0949'W SIDE OF THE RIVER AND VALLEY.  GO 4.4 MILES TO A CATTLE
 FO0949'GUARD.  GO THROUGH THE CATTLE GUARD AND CONTINUE 1.6 MILES TO
 FO0949'A BLADED ROAD TURNING OFF TO THE LEFT THROUGH A WIRE GATE.
 FO0949'TURN LEFT ON THIS ROAD GOING 0.05 MILE TO THE GATE.  PASS
 FO0949'THROUGH THE GATE AND GO UP THE VALLEY FOR 3.5 MILES TO A FORK.
 FO0949'TAKE THE RIGHT FORK AND GO UP ONTO A RIDGE AND THEN INTO A
 FO0949'VALLEY.  GO 3.0 MILES TO A FORK.  TAKE THE LEFT FORK AND GO
 FO0949'1.2 MILES.  HERE TURN LEFT (S) AND GO CROSS COUNTRY ACROSS THE
 FO0949'WASH AND THEN TURN RIGHT PICKING UP A TRACK ROAD (A DISTANCE
 FO0949'OF 0.1 MILE).  FOLLOW THIS ROAD UP OUT OF THE VALLEY FOR
 FO0949'0.6 MILE TO A WIRE GATE.  PASS THROUGH THIS GATE AND GO ABOUT
 FO0949'25 YARDS TO A FORK.  TAKE THE LEFT FORK AND GO 0.1 MILE TO
 FO0949'THE AZIMUTH MARK ON THE LEFT (10-1/2 FEET ESE OF THE CENTER
 FO0949'OF THE TRACK ROAD).  CONTINUE 0.2 MILE TO A ROAD TURNING
 FO0949'OFF TO THE LEFT.  TURN LEFT ON THIS TRACK ROAD AND GO 0.3
 FO0949'MILE TO A CROSS ROAD.  CONTINUE STRAIGHT AHEAD FOR 0.3 MILE,
 FO0949'COMING TO A FENCE LINE.  TURN RIGHT ALONG THIS FENCE GOING E
 FO0949'FOR 1.0 MILE.  THEN PASS THROUGH A GATE IN THE FENCE AND HEAD CROSS
 FO0949'COUNTRY FOR THE LEFT SIDE OF A PROMINENT ROCK OUTCROP WHICH IS
 FO0949'TO THE N.  PASS AROUND THIS OUTCROP AND THEN GO TOWARD A
 FO0949'SADDLE BETWEEN THE STATION HILL AND A HILL TO THE S.  DRIVE
 FO0949'N UP THE RIDGE TO THE STATION.  THE TOTAL DRIVING DISTANCE
 FO0949'FROM THE FENCE IS 0.5 MILE.
 FO0949'
 FO0949'STATION IS LOCATED ON THE HIGHEST PART OF A ROCKY HILL.  IT
 FO0949'IS MARKED BY A BRONZE TRIANGULATION STATION DISK STAMPED DOMINGO
 FO0949'VA 6364 1938 AND APPARENTLY SET IN A DRILL HOLE IN A BOULDER
 FO0949'WHICH PROJECTS 10 INCHES ABOVE THE GROUND.
 FO0949'
 FO0949'REFERENCE MARK 1 IS ENE OF THE STATION AND ABOUT 2-1/2 FEET
 FO0949'LOWER.  IT IS MARKED BY A BRONZE REFERENCE DISK STAMPED DOMINGO
 FO0949'NO 1 1945 AND APPARENTLY SET IN A DRILL HOLE IN A BOULDER
 FO0949'PROJECTING 1/2 FOOT ABOVE THE GROUND.
 FO0949'
 FO0949'REFERENCE MARK 2 IS N OF THE STATION AND ABOUT 2/3 FOOT LOWER.
 FO0949'IT IS MARKED BY A BRONZE REFERENCE DISK STAMPED DOMINGO 1938
 FO0949'NO 2 AND APPARENTLY SET IN A DRILL HOLE IN A BOULDER PROJECTING
 FO0949'2 FEET ABOVE THE GROUND.
 FO0949'
 FO0949'THE AZIMUTH MARK IS LOCATED 1-1/2 MILES NNW OF THE STATION,
 FO0949'10-1/2 FEET ESE OF THE CENTER OF THE TRACK ROAD MENTIONED ABOVE,
 FO0949'AND 6 FEET NNE OF A 4-INCH SQUARE WHITE WITNESS POST.  IT IS
 FO0949'MARKED BY A BRONZE REFERENCE MARK DISK STAMPED DOMINGO 1945
 FO0949'AZIMUTH MARK AND SET IN THE TOP OF A SQUARE CONCRETE POST
 FO0949'PROJECTING 8 INCHES ABOVE THE GROUND.
 FO0949
 FO0949                          STATION RECOVERY (1952)
 FO0949
 FO0949'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1952
 FO0949'RECOVERED BY USGS IN 1949.
 FO0949'
 FO0949'OBSERVED IN 1952 AS A CUT-IN STATION BY USGS.
 FO0949'
 FO0949'RECOVERED BY NGS IN 1958 AS DESCRIBED AND ALL MARKS WERE FOUND IN GOOD
 FO0949'CONDITION.  DESCRIPTION AND POSITION LISTED IN NGS QUAD 35106-1,
 FO0949'STATION 1016.
 FO0949'
 FO0949'STATION MARK--A BRONZE USC AND GS TRIANGULATION STATION DISK
 FO0949'STAMPED---DOMINGO VA 6364 1938--- AND IS SET IN A DRILL HOLE IN A BOUL
 FO0949'WHICH PROJECTS 10 IN. ABOVE THE GROUND.
 FO0949
 FO0949                          STATION RECOVERY (1955)
 FO0949
 FO0949'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (WRH)
 FO0949'THE STATION, AZIMUTH, AND REFERENCE MARKS WERE RECOVERED AND
 FO0949'FOUND TO BE IN GOOD CONDITION.  A COMPLETE DESCRIPTION FOLLOWS.
 FO0949'
 FO0949'THE STATION IS LOCATED ON THE TOP OF A LOW ROUNDED HILL COVERED
 FO0949'WITH JUNIPERS, ABOUT 17 MILES AIRLINE NORTH-NORTHEAST OF BERNALILLO,
 FO0949'ABOUT 9 MILES AIRLINE SOUTHWEST OF COCHITI PUEBLO, AND ABOUT 8
 FO0949'MILES AIRLINE NORTH-NORTHWEST OF SAN FELIPE PUEBLO.
 FO0949'
 FO0949'TO REACH THE STATION FROM THE SANDOVAL COUNTY COURTHOUSE
 FO0949'IN BERNALILLO GO NORTHEAST ON U.S. HIGHWAY 85 FOR 8.3 MILES
 FO0949'TO A SIDE ROAD ON THE LEFT.  TURN LEFT AS PER SIGN SAN FELIPE
 FO0949'PUEBLO AND GO NORTH 3.0 MILES TO A CROSS ROAD.  TURN LEFT
 FO0949'AND GO WEST 0.2 MILE THROUGH THE PUEBLO OF SAN FELIPE AND
 FO0949'ACROSS A BRIDGE TO A T-ROAD.  TURN RIGHT AND GO NORTH 2.7 MILES
 FO0949'TO A FORK.  TAKE THE LEFT FORK AND GO 4.9 MILES TO A FORK.
 FO0949'TAKE THE LEFT FORK AND GO 0.7 MILE TO A GATE AND A FORK.  PASS
 FO0949'THROUGH THE GATE AND TAKE THE LEFT FORK FOR 1.9 MILES TO
 FO0949'A CROSS ROAD.  TURN RIGHT AND GO 0.4 MILE TO A FORK.
 FO0949'TAKE THE RIGHT FORK AND GO 0.7 MILE TO A CROSS ROAD.  TURN
 FO0949'RIGHT AND GO 0.2 MILE TO A FORK.  (TAKE THE LEFT FORK TO
 FO0949'GO TO THE AZIMUTH MARK.) TAKE THE RIGHT FORK AND GO 1.1 MILES
 FO0949'TO A FORK AT THE EAST END OF AN EARTH DAM.  TAKE THE RIGHT
 FO0949'FORK AND GO 1.0 MILE TO A FENCE AT THE BASE OF A HILL.
 FO0949'PASS THROUGH THE FENCE AND USING A TRUCK WITH 4-WHEEL DRIVE
 FO0949'GO 0.5 MILE AROUND THE WEST END OF THE HILL AND UP TO THE
 FO0949'HIGHEST POINT AND THE STATION.
 FO0949'
 FO0949'THE STATION MARK IS A STANDARD DISK STAMPED DOMINGO VA 6364
 FO0949'1938 SET IN A DRILL HOLE IN THE TOP OF A BOULDER THAT PROJECTS
 FO0949'10 INCHES ABOVE THE GROUND.
 FO0949'
 FO0949'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED DOMINGO
 FO0949'NO 1 1945 SET IN A DRILL HOLE IN THE TOP OF A BOULDER THAT
 FO0949'PROJECTS 6 INCHES ABOVE THE GROUND AND IS 2 FEET LOWER THAN
 FO0949'THE STATION.
 FO0949'
 FO0949'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED DOMINGO
 FO0949'NO 2 1938 SET IN A DRILL HOLE IN THE TOP OF A BOULDER THAT
 FO0949'PROJECTS 2 FEET ABOVE THE GROUND AND IS THE SAME ELEVATION
 FO0949'AS THE STATION.
 FO0949'
 FO0949'THE AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK STAMPED DOMINGO
 FO0949'1945 AZIMUTH MARK SET IN A DRILL HOLE IN THE TOP OF A BOULDER
 FO0949'THAT PROJECTS 8 INCHES ABOVE THE GROUND.  IT IS 6 FEET
 FO0949'NORTH-NORTHEAST OF A WITNESS POST AND 10 FEET EAST-SOUTHEAST
 FO0949'OF THE CENTERLINE OF A DIRT ROAD.
 FO0949'
 FO0949'TO REACH THE AZIMUTH MARK FROM THE FORK MENTIONED ABOVE TAKE
 FO0949'THE LEFT FORK AND GO 2.3 MILES TO A WITNESS POST AND THE AZIMUTH
 FO0949'MARK ON THE RIGHT.
 FO0949
 FO0949                          STATION RECOVERY (1958)
 FO0949
 FO0949'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (RLE)
 FO0949'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2 AND
 FO0949'THE AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD CONDITION
 FO0949'AS DESCRIBED.  A NEW DESCRIPTION FOLLOWS.
 FO0949'
 FO0949'THE STATION IS LOCATED 17 MILES AIRLINE NORTH-NORTHEAST OF
 FO0949'BERNALILLO, 9 MILES SOUTHWEST OF COCHITI PUEBLO AND 8 MILES
 FO0949'AIRLINE NORTH-NORTHWEST OF SAN FELIPE PUEBLO ON THE TOP OF
 FO0949'A LOW ROUNDED HILL COVERED WITH JUNIPER TREES.  THE STATION
 FO0949'MARK IS A STANDARD DISK SET IN A DRILL HOLE IN THE TOP OF A
 FO0949'BOULDER.  THE MARK PROJECTS ABOUT 10 INCHES ABOVE THE SURFACE
 FO0949'OF THE GROUND AND IS STAMPED DOMINGO VA 6364 1938.
 FO0949'
 FO0949'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN A DRILL HOLE
 FO0949'IN A LARGE BOULDER.  IT PROJECTS 6 INCHES ABOVE THE SURFACE OF
 FO0949'THE GROUND AND IS ABOUT 1 FOOT LOWER IN ELEVATION THAN THE
 FO0949'STATION.  THE MARK IS STAMPED DOMINGO NO 1 1945.
 FO0949'
 FO0949'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN A DRILL HOLE
 FO0949'IN A LARGE BOULDER WHICH PROJECTS 1-1/2 FEET ABOVE THE SURFACE
 FO0949'OF THE GROUND AND IS STAMPED DOMINGO NO 2 1938.
 FO0949'
 FO0949'THE AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK.  IT IS
 FO0949'11 FEET EAST OF THE OF A TRACK ROAD AND 6 FEET NORTHEAST OF A
 FO0949'WHITE WITNESS POST.  THE MARK PROJECTS 6 INCHES ABOVE THE
 FO0949'SURFACE OF THE GROUND AND IS STAMPED DOMINGO 1945 AZIMUTH MARK.
 FO0949'
 FO0949'TO REACH THE STATION FROM THE SANDOVAL COUNTY COURTHOUSE IN
 FO0949'BERNALILLO GO NORTHERLY ON U.S. HIGHWAY 85 FOR 8.6 MILES TO THE
 FO0949'JUNCTION WITH STATE HIGHWAY 422.  TURN LEFT AND CONTINUE AHEAD
 FO0949'ON U.S. HIGHWAY 85 AND GO 2.7 MILES TO A SIDE ROAD LEFT AND
 FO0949'A SIGN (SAN FELIPE PUEBLO).  TURN LEFT WESTERLY AND GO 2.4
 FO0949'MILES TO A CROSS ROAD.  CONTINUE AHEAD AND GO 0.4 MILE TO THE
 FO0949'WEST END OF THE BRIDGE WHICH CROSSES THE RIO GRANDE RIVER.
 FO0949'TURN LEFT, SOUTH AND GO 0.7 MILE PASSING AROUND THE WEST EDGE
 FO0949'OF THE SAN FELIPE PUEBLO TO A FORK.  TAKE THE RIGHT FORK
 FO0949'OF THREE AND GO SOUTH THEN WEST FOR 4.8 MILES TO A CATTLE
 FO0949'GUARD.  CROSS THE CATTLE GUARD AND CONTINUE AHEAD
 FO0949'NORTHWEST AND GO 3.8 MILES TO A STEEL GATE.  PASS THROUGH THE
 FO0949'GATE AND GO 0.2 MILE TO A FORK.  TAKE THE RIGHT FORK AND GO
 FO0949'0.7 MILE TO A CROSS ROAD.  TURN RIGHT, NORTHEAST AND GO
 FO0949'1.3 MILE TO AN EARTH DAM AND A SMALL STORAGE TANK.*
 FO0949'FROM THE EARTH DAM GO NORTHEAST ACROSS COUNTRY FOR 1 MILE TO A
 FO0949'FENCE LINE AND THE END OF TRUCK TRAVEL.  FROM THE END OF
 FO0949'TRUCK TRAVEL PACK NORTHEAST TO THE HIGHEST PART OF THE
 FO0949'HILL AND THE STATION AS DESCRIBED ABOUT 1/2 MILE DISTANCE.
 FO0949'REQUIRED PACKING TIME 15 MINUTES.
 FO0949'
 FO0949'*TO REACH THE AZIMUTH MARK FROM THE EARTH DAM MENTIONED ABOVE
 FO0949'CONTINUE AHEAD ON THE TRACK ROAD, NORTH AND WEST FOR 1 MILE
 FO0949'TO A CROSS ROAD.  TURN RIGHT, NORTH AND GO 1 MILE TO THE
 FO0949'AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 FO0949
 FO0949                          STATION RECOVERY (1958)
 FO0949
 FO0949'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 FO0949'NO TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR1003 ***********************************************************************
 DR1003  DESIGNATION -  DOMINGO
 DR1003  PID         -  DR1003
 DR1003  STATE/COUNTY-  NM/OTERO
 DR1003  USGS QUAD   -  DOMINGO PEAK (1982)
 DR1003
 DR1003                         *CURRENT SURVEY CONTROL
 DR1003  ___________________________________________________________________
 DR1003* NAD 83(1992)-  33 03 16.66111(N)    105 52 07.43940(W)     ADJUSTED  
 DR1003* NAVD 88     -      2279.     (meters)    7477.     (feet)  SCALED    
 DR1003  ___________________________________________________________________
 DR1003  LAPLACE CORR-          15.29  (seconds)                    DEFLEC99
 DR1003  GEOID HEIGHT-         -20.91  (meters)                     GEOID03
 DR1003
 DR1003  HORZ ORDER  -  SECOND
 DR1003
 DR1003.The horizontal coordinates were established by classical geodetic methods
 DR1003.and adjusted by the National Geodetic Survey in December 1993..
 DR1003
 DR1003.The orthometric height was scaled from a topographic map.
 DR1003
 DR1003.The Laplace correction was computed from DEFLEC99 derived deflections.
 DR1003
 DR1003.The geoid height was determined by GEOID03.
 DR1003
 DR1003;                    North         East     Units Scale Factor Converg.
 DR1003;SPC NM C     -   227,874.077   535,605.184   MT  0.99991563   +0 12 28.7
 DR1003;SPC NM C     -   747,616.87  1,757,231.34   sFT  0.99991563   +0 12 28.7
 DR1003;UTM  13      - 3,657,678.432   418,895.346   MT  0.99968110   -0 28 25.9
 DR1003
 DR1003!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR1003!SPC NM C     -   0.99964564  x   0.99991563  =   0.99956130
 DR1003!UTM  13      -   0.99964564  x   0.99968110  =   0.99932686
 DR1003
 DR1003:                Primary Azimuth Mark                     Grid Az
 DR1003:SPC NM C     -  DOMINGO AZ MK                            046 53 41.6
 DR1003:UTM  13      -  DOMINGO AZ MK                            047 34 36.2
 DR1003
 DR1003|---------------------------------------------------------------------|
 DR1003| PID    Reference Object                     Distance      Geod. Az  |
 DR1003|                                                           dddmmss.s |
 DR1003| CJ6230 DOMINGO AZ MK                                      0470610.3 |
 DR1003| CJ6231 DOMINGO RM 1                         19.597 METERS 17611     |
 DR1003| CJ6232 DOMINGO RM 2                         15.731 METERS 26205     |
 DR1003|---------------------------------------------------------------------|
 DR1003
 DR1003                          SUPERSEDED SURVEY CONTROL
 DR1003
 DR1003  NAD 83(1986)-  33 03 16.66902(N)    105 52 07.44248(W) AD(       ) 2
 DR1003  NAD 27      -  33 03 16.36390(N)    105 52 05.48810(W) AD(       ) 2
 DR1003
 DR1003.Superseded values are not recommended for survey control.
 DR1003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR1003.See file dsdata.txt to determine how the superseded data were derived.
 DR1003
 DR1003_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDS1889557678(NAD 83)
 DR1003_MARKER: DD = SURVEY DISK
 DR1003_SETTING: 80 = SET IN A BOULDER
 DR1003_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 DR1003
 DR1003  HISTORY     - Date     Condition        Report By
 DR1003  HISTORY     - 1936     MONUMENTED       USGS
 DR1003  HISTORY     - 1936     GOOD             NGS
 DR1003  HISTORY     - 1943     GOOD             CGS
 DR1003
 DR1003                          STATION DESCRIPTION
 DR1003
 DR1003'DESCRIBED BY US GEOLOGICAL SURVEY 1936 (JB)
 DR1003'THE STATION IS 9 MILES E OF TULAROSA, ON DOMINGO PEAK, AN
 DR1003'INCONSPICUOUS PEAK ON THE W EDGE OF THE MOUNTAINS WHERE THEY
 DR1003'BREAK OFF ABRUPTLY INTO LOW FOOTHILLS AND PLAINS.  THEY ARE
 DR1003'MUCH HIGHER HILLS TO THE E, BUT NONE TO THE S FOR ABOUT 10
 DR1003'MILES.
 DR1003'
 DR1003'TO REACH FROM TULAROSA, GO E 2.6 MILES ON U.S. HIGHWAY 70, TURN
 DR1003'RIGHT THROUGH A CATTLE GUARD AND FOLLOW A GRAVEL ROAD E AND
 DR1003'PARALLEL TO U.S. HIGHWAY 70 FOR 1.05 MILES, TURN RIGHT ON A
 DR1003'ROAD TO THE RIGHT AT THE C.C.C. DUMPING GROUNDS AND FOLLOW
 DR1003'FOR 1.15 MILES TO A FORK JUST BEYOND A LARGE WASH, TAKE THE
 DR1003'RIGHT FORK AND FOLLOW THE MAIN-TRAVELED ROAD 3.65 MILES TO A
 DR1003'WIRE GATE, PASS THROUGH GATE AND CONTINUE 0.65 MILE TO A
 DR1003'SHACK AND CORRALS ON THE LEFT, CONTINUE 0.05 MILE TO A DIM
 DR1003'ROAD TO THE RIGHT BEYOND A SMALL WASH.  AT THIS POINT THE STATION
 DR1003'CAN BE SEEN ON THE SKYLINE AT A MAGNETIC BEARING OF 106
 DR1003'DEG ABOUT 2-1/2 MILES DISTANT, APPEARING AS A HIGH POINT ON THE
 DR1003'S END OF A RIDGE.
 DR1003'
 DR1003'THE STATION MARK IS A U.S.G.S. DISK SET IN A BOULDER ON THE
 DR1003'HIGHEST POINT OF THE HILL, ABOUT 25 PACES E OF A N-S FENCE LINE.
 DR1003'
 DR1003'THE REFERENCE MARK 1 IS 19.597 METERS (64.29 FEET) FROM
 DR1003'THE STATION S 03 DEG 49 MIN E, AND REFERENCE MARK
 DR1003'2 IS 15.731 METERS (51.61 FEET) FROM THE STATION S 82 DEG 05 MIN W.
 DR1003'
 DR1003'THE AZIMUTH MARK, A BRONZE DISK SET IN A BOULDER,
 DR1003'IS ON A HIGHER HILL ON THE SKYLINE, ON THE W
 DR1003'SLOPE OF THIS HILL, ABOUT 25 YARDS W OF THE RIDGE LINE, ABOUT
 DR1003'100 YARDS NW OF THE HIGHEST POINT ON THE S END OF THE RIDGE,
 DR1003'AND APPROXIMATELY 0.8 MILE FROM STATION N 47 DEG 06 MIN E.
 DR1003
 DR1003                          STATION RECOVERY (1936)
 DR1003
 DR1003'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1936
 DR1003'STATION MARK--BRONZE USGS TABLET, CEMENTED IN STONE LEVEL WITH
 DR1003'SURFACE OF GROUND.
 DR1003
 DR1003                          STATION RECOVERY (1943)
 DR1003
 DR1003'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (EHB)
 DR1003'THIS STATION WAS VISITED ONLY BY AN INEXPERIENCED LIGHTKEEPER
 DR1003'WHO FOUND THE OLD SIGNAL STANDING.  HE REPORTS THAT THE
 DR1003'STATION MARK IS IN GOOD CONDITION.  THE REFERENCE MARKS AND
 DR1003'AZIMUTH MARKS WERE NOT CHECKED.
 DR1003'
 DR1003'THE STATION WAS REACHED VIA THE ROUTE GIVEN IN THE ORIGINAL
 DR1003'DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0853 ***********************************************************************
 GM0853  DESIGNATION -  DON
 GM0853  PID         -  GM0853
 GM0853  STATE/COUNTY-  NM/TAOS
 GM0853  USGS QUAD   -  SHADY BROOK (1995)
 GM0853
 GM0853                         *CURRENT SURVEY CONTROL
 GM0853  ___________________________________________________________________
 GM0853* NAD 83(1992)-  36 20 30.13315(N)    105 25 31.15498(W)     ADJUSTED  
 GM0853* NAVD 88     -      3160.7    (meters)   10370.     (feet)  VERTCON   
 GM0853  ___________________________________________________________________
 GM0853  LAPLACE CORR-           3.16  (seconds)                    DEFLEC99
 GM0853  GEOID HEIGHT-         -16.87  (meters)                     GEOID03
 GM0853
 GM0853  HORZ ORDER  -  THIRD
 GM0853
 GM0853.The horizontal coordinates were established by classical geodetic methods
 GM0853.and adjusted by the National Geodetic Survey in December 1993..
 GM0853
 GM0853.The NAVD 88 height was computed by applying the VERTCON shift value to
 GM0853.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GM0853
 GM0853.The Laplace correction was computed from DEFLEC99 derived deflections.
 GM0853
 GM0853.The geoid height was determined by GEOID03.
 GM0853
 GM0853;                    North         East     Units Scale Factor Converg.
 GM0853;SPC NM C     -   592,740.999   574,027.387   MT  0.99996750   +0 29 19.4
 GM0853;SPC NM C     - 1,944,684.43  1,883,288.19   sFT  0.99996750   +0 29 19.4
 GM0853;UTM  13      - 4,021,933.416   461,832.790   MT  0.99961795   -0 15 07.4
 GM0853
 GM0853!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GM0853!SPC NM C     -   0.99950684  x   0.99996750  =   0.99947436
 GM0853!UTM  13      -   0.99950684  x   0.99961795  =   0.99912498
 GM0853
 GM0853                          SUPERSEDED SURVEY CONTROL
 GM0853
 GM0853  NAD 83(1986)-  36 20 30.13990(N)    105 25 31.15902(W) AD(       ) 3
 GM0853  NGVD 29 (10/23/90) 3159.4    (m)        10365.     (f) VERT ANG       
 GM0853
 GM0853.Superseded values are not recommended for survey control.
 GM0853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0853.See file dsdata.txt to determine how the superseded data were derived.
 GM0853
 GM0853_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDA6183321933(NAD 83)
 GM0853_MARKER: DS = TRIANGULATION STATION DISK
 GM0853_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 GM0853_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 GM0853_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GM0853
 GM0853  HISTORY     - Date     Condition        Report By
 GM0853  HISTORY     - 1965     MONUMENTED       USGS
 GM0853
 GM0853                          STATION DESCRIPTION
 GM0853
 GM0853'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 GM0853'STATION LOCATED ABOUT 1.5 MI. S. AND 2.5 MI. E. OF THE VILLAGE OF
 GM0853'SHADYBROOK, NEW MEXICO.  ON THE HIGHEST POINT OF SIERRA DE DON
 GM0853'FERNANDO.
 GM0853'
 GM0853'TO REACH FROM SHADYBROOK, PROCEED E. ON HIGHWAY 64 5.0 MI. TO Y-RD.
 GM0853'AT TIENDITAS.  TURN RIGHT FOR 0.4 MI. TO THREE-WAY JUNCTION AT
 GM0853'GARCIA PARK SIGN.  TURN RIGHT UP GARCIA ROAD 4 MI. TO Y-RD. ON
 GM0853'RIDGE TOP.  TURN RIGHT 1 MI. TO LARGE CLEARING MADE BY BULLDOZERS
 GM0853'PUSHING OVER ASPEN.  PACK LEFT ABOUT 100 YDS. TO HIGH POINT OF TOP
 GM0853'AND STATION.
 GM0853'
 GM0853'STATION MARK--STANDARD USGS TABLET SET IN A MASS OF CONCRETE, STAMPED
 GM0853'---DON ET 1965---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1711 ***********************************************************************
 CX1711  DESIGNATION -  DONA ANA
 CX1711  PID         -  CX1711
 CX1711  STATE/COUNTY-  NM/DONA ANA
 CX1711  USGS QUAD   -  DONA ANA (1978)
 CX1711
 CX1711                         *CURRENT SURVEY CONTROL
 CX1711  ___________________________________________________________________
 CX1711* NAD 83(1992)-  32 27 14.97987(N)    106 47 19.40958(W)     ADJUSTED  
 CX1711* NAVD 88     -      1774.6    (meters)    5822.     (feet)  VERTCON   
 CX1711  ___________________________________________________________________
 CX1711  LAPLACE CORR-           0.81  (seconds)                    DEFLEC99
 CX1711  GEOID HEIGHT-         -23.71  (meters)                     GEOID03
 CX1711
 CX1711  HORZ ORDER  -  FIRST
 CX1711
 CX1711.The horizontal coordinates were established by classical geodetic methods
 CX1711.and adjusted by the National Geodetic Survey in December 1993..
 CX1711
 CX1711.The NAVD 88 height was computed by applying the VERTCON shift value to
 CX1711.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CX1711
 CX1711.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1711
 CX1711.The geoid height was determined by GEOID03.
 CX1711
 CX1711;                    North         East     Units Scale Factor Converg.
 CX1711;SPC NM C     -   161,352.048   449,351.462   MT  0.99993162   -0 17 20.8
 CX1711;SPC NM C     -   529,369.18  1,474,247.25   sFT  0.99993162   -0 17 20.8
 CX1711;UTM  13      - 3,592,186.433   331,871.817   MT  0.99994858   -0 57 36.4
 CX1711
 CX1711!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1711!SPC NM C     -   0.99972517  x   0.99993162  =   0.99965681
 CX1711!UTM  13      -   0.99972517  x   0.99994858  =   0.99967376
 CX1711
 CX1711:                Primary Azimuth Mark                     Grid Az
 CX1711:SPC NM C     -  DONA ANA AZ MK                           010 18 25.5
 CX1711:UTM  13      -  DONA ANA AZ MK                           010 58 41.1
 CX1711
 CX1711|---------------------------------------------------------------------|
 CX1711| PID    Reference Object                     Distance      Geod. Az  |
 CX1711|                                                           dddmmss.s |
 CX1711| CC7259 DONA ANA AZ MK                                     0100104.7 |
 CX1711| CC7260 DONA ANA RM 1                                      19604     |
 CX1711| CC7261 DONA ANA RM 2                                      32723     |
 CX1711|---------------------------------------------------------------------|
 CX1711
 CX1711                          SUPERSEDED SURVEY CONTROL
 CX1711
 CX1711  NAD 83(1986)-  32 27 14.98755(N)    106 47 19.41160(W) AD(       ) 1
 CX1711  NAD 27      -  32 27 14.66545(N)    106 47 17.38831(W) AD(       ) 1
 CX1711  NGVD 29 (07/19/86) 1774.0    (m)         5820.     (f) VERT ANG       
 CX1711
 CX1711.Superseded values are not recommended for survey control.
 CX1711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1711.See file dsdata.txt to determine how the superseded data were derived.
 CX1711
 CX1711_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR3187292186(NAD 83)
 CX1711_MARKER: DD = SURVEY DISK
 CX1711_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX1711
 CX1711  HISTORY     - Date     Condition        Report By
 CX1711  HISTORY     - 1936     MONUMENTED       NMGS
 CX1711  HISTORY     - 1940     GOOD             USGS
 CX1711  HISTORY     - 1967     GOOD             USAF
 CX1711  HISTORY     - 1969     GOOD             CGS
 CX1711  HISTORY     - 1973     GOOD             NGS
 CX1711
 CX1711                          STATION DESCRIPTION
 CX1711
 CX1711'DESCRIBED BY NEW MEXICO GEODETIC SURVEY 1936 (WRP)
 CX1711'THE STATION IS 9.5 MILES AIR LINE NORTH OF LAS CRUCES ON ONE
 CX1711'OF THE HIGHEST AND MOST WESTERLY SUMMITS OF THE DONAL ANA
 CX1711'MOUNTAINS.  TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY
 CX1711'85 AND STATE HIGHWAY 3 IN THE NORTHERN OUTSKIRTS OF LAS CRUCES,
 CX1711'GO NORTH 4.75 MILES ON STATE HIGHWAY 3, TURN LEFT ON A GRAVEL
 CX1711'ROAD AND GO 6.6 MILES, TURN LEFT (WEST) ALONG SOUTH SIDE OF
 CX1711'A RESERVE FENCE AND GO 1.0 MILE TO A FENCE CORNER, TURN RIGHT
 CX1711'WITH THE ROAD AND GO 0.1 MILE AND THEN GO LEFT ON ROAD LEADING
 CX1711'UP A DRAW FOR 2.1 MILES, TURN LEFT (SOUTH) AND GO UP A CANYON
 CX1711'1.3 MILES TO THE END OF TRUCK TRAVEL, PACK SOUTH UP THE FACE
 CX1711'OF THE MOUNTAIN TO THESTATION.  THE STATION IS MARKED BY AN
 CX1711'UNSTAMPED STATE SURVEY DISK.  REFERENCE MARK NO. 1 IS A
 CX1711'STANDARD DISK SET FLUSH IN A ROCK OUTCROP,
 CX1711'18.663 METERS (61.23 FEET) FROM THE STATION
 CX1711'S 16 DEG 04 MIN W.  NO. 2 IS A STANDARD DISK IN A BOULDER,
 CX1711'15.819 METERS (51.90 FEET) FROM THE
 CX1711'STATION N 32 DEG 37 MIN W.  THE AZIMUTH MARK, A
 CX1711'STANDARD DISK SET IN AN IRON PIPE WHICH PROJECT 6 INCHES
 CX1711'ABOVE GROUND, IS 0.75 MILE FROM STATION N 10 DEG 01 MIN E.
 CX1711
 CX1711                          STATION RECOVERY (1940)
 CX1711
 CX1711'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1940 (TTR)
 CX1711'STATION MARK--AN UNSTAMPED STATE SURVEY DISK.
 CX1711
 CX1711                          STATION RECOVERY (1967)
 CX1711
 CX1711'RECOVERY NOTE BY US AIR FORCE 1967
 CX1711'RECOVERED AND FOUND IN GOOD CONDITION AS DESCRIBED.
 CX1711
 CX1711                          STATION RECOVERY (1969)
 CX1711
 CX1711'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (HWK)
 CX1711'THE STATION MARK, REFERENCE MARKS NO 1 AND NO 2 AND THE AZIMUTH
 CX1711'MARK WERE RECOVERED AND ALL OF THESE MARKS WERE FOUND TO BE IN
 CX1711'FAIR CONDITION.
 CX1711'
 CX1711'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 25 AND
 CX1711'U.S. HIGHWAYS 70 AND 82, TO THE NORTHEAST OF THE TOWN OF LAS
 CX1711'CRUCES, GO NORTHEASTERLY FOLLOWING U.S. HIGHWAYS 70 AND 82
 CX1711'FOR 3.3 MILES TO A SIDE ROAD ON THE LEFT AND SIGN, JORNADA RANGE.
 CX1711'TURN LEFT AND GO NORTH FOLLOWING THE GRAVELED ROAD FOR 6.65
 CX1711'MILES TO A SIDE ROAD ON THE LEFT AND A CATTLE GUARD AHEAD.
 CX1711'TURN LEFT AND GO WEST ALONG SOUTH SIDE OF A FENCE LINE FOR 0.9
 CX1711'MILE TO A FENCE CORNER.  CONTINUE ON WESTERLY FOLLOWING MAIN
 CX1711'TRACK ROAD FOR 0.55 MILE TO FORK, KEEP THE RIGHT FORK AND
 CX1711'CONTINUE ON WESTERLY FOR 0.2 MILE TO WERE POWER LINE CROSSES
 CX1711'THE ROAD.  CONTINUE WESTERLY AND SOUTHWESTERLY FOR 0.4 MILE
 CX1711'TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE ON SOUTHERLY
 CX1711'FOR 0.9 MILE TO FORK, KEEP LEFT FORK AND GO SOUTHERLY UP CANYON
 CX1711'FOR 0.6 MILE TO THE END OF TRUCK TRAVEL.  HERE PACK UP
 CX1711'MOUNTAIN SOUTHERLY AND EASTERLY FOR ABOUT 55 MINUTES TO THE
 CX1711'STATION.  AT THIS TIME A 2 BY 2, 8 FOOT LONG WAS PLACED OVER
 CX1711'THE STATION MARK FOR A TARGET.
 CX1711
 CX1711                          STATION RECOVERY (1973)
 CX1711
 CX1711'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CWW)
 CX1711'THE STATION, REFERENCE MARKS AND AZIMUTH MARK WERE FOUND IN
 CX1711'GOOD CONDITION.
 CX1711'
 CX1711'THE STATION IS 9.5 MILES AIRLINE NORTH OF LAS CRUCES ON ONE
 CX1711'OF THE HIGHEST AND MOST WESTERLY SUMMITS OF THE DONA ANA
 CX1711'MOUNTAINS.  TO REACH FROM THE INTERSECTION OF I-25 AND U.S.
 CX1711'70-82 WHICH LIES NORTH-NORTHEAST OF LAS CRUCES, GO EAST 3.9
 CX1711'MILES ON U.S. 70-82, TURN LEFT ONTO A WELL BLADED GRAVEL ROAD
 CX1711'GOING BY A JORNADA RANCH SIGN.  GO NORTH 6.7 MILES TO THE
 CX1711'JORNADA RANCH ENTRANCE.  TURN LEFT (WEST) ALONG THE SOUTH
 CX1711'SIDE OF THE JORNADA RANCE FENCELINE AND GO 0.2 MILES TO A
 CX1711'FORK.  TAKE THE RIGHT FORK 0.2 MILES TO A PETROLEUM PIPELINE,
 CX1711'CONTINUE WEST 0.5 MILES TO A FORK, TAKE THE RIGHT FORK AND GO
 CX1711'1.8 MILES TO A POWERLINE AND A GATE ON THE RIGHT.  CONTINUE
 CX1711'SOUTH 0.4 MILES TO A FORK, TAKE THE LEFT FORK AND GO 0.1
 CX1711'MILES TO THE AZIMUTH MARK ON THE RIGHT, CONTINUE SOUTH UP
 CX1711'THE CANYON 1.1 MILES TO THE END OF TRUCK TRAVEL.  PACK
 CX1711'SOUTH UP THE FACE OF THE MOUNTAIN AND THE STATION.  A 1
 CX1711'1/2 HOUR PACK.
 CX1711'
 CX1711'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--9.5 MILES
 CX1711'NORTH OF LAS CRUCES
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1675 ***********************************************************************
 CX1675  DESIGNATION -  DONA ANA CAMERA
 CX1675  PID         -  CX1675
 CX1675  STATE/COUNTY-  NM/DONA ANA
 CX1675  USGS QUAD   -  BISHOP CAP (1994)
 CX1675
 CX1675                         *CURRENT SURVEY CONTROL
 CX1675  ___________________________________________________________________
 CX1675* NAD 83(1992)-  32 09 09.11213(N)    106 30 34.05733(W)     ADJUSTED  
 CX1675* NAVD 88     -      1258.4    (meters)    4129.     (feet)  VERTCON   
 CX1675  ___________________________________________________________________
 CX1675  LAPLACE CORR-          -2.17  (seconds)                    DEFLEC99
 CX1675  GEOID HEIGHT-         -23.71  (meters)                     GEOID03
 CX1675
 CX1675  HORZ ORDER  -  SECOND
 CX1675
 CX1675.The horizontal coordinates were established by classical geodetic methods
 CX1675.and adjusted by the National Geodetic Survey in December 1993..
 CX1675
 CX1675.The NAVD 88 height was computed by applying the VERTCON shift value to
 CX1675.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CX1675
 CX1675.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1675
 CX1675.The geoid height was determined by GEOID03.
 CX1675
 CX1675;                    North         East     Units Scale Factor Converg.
 CX1675;SPC NM C     -   127,808.718   475,525.860   MT  0.99990738   -0 08 17.1
 CX1675;SPC NM C     -   419,319.10  1,560,121.09   sFT  0.99990738   -0 08 17.1
 CX1675;UTM  13      - 3,558,340.833   357,652.744   MT  0.99984989   -0 48 12.4
 CX1675
 CX1675!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1675!SPC NM C     -   0.99980618  x   0.99990738  =   0.99971357
 CX1675!UTM  13      -   0.99980618  x   0.99984989  =   0.99965610
 CX1675
 CX1675                          SUPERSEDED SURVEY CONTROL
 CX1675
 CX1675  NAD 83(1986)-  32 09 09.11663(N)    106 30 34.05461(W) AD(       ) 2
 CX1675  NAD 27      -  32 09 08.76700(N)    106 30 32.08400(W) AD(       ) 2
 CX1675  NGVD 29 (07/19/86) 1257.8    (m)         4127.     (f) VERT ANG       
 CX1675
 CX1675.Superseded values are not recommended for survey control.
 CX1675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1675.See file dsdata.txt to determine how the superseded data were derived.
 CX1675
 CX1675_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR5765358341(NAD 83)
 CX1675_MARKER: Z = SEE DESCRIPTION
 CX1675_SETTING: 0 = UNSPECIFIED SETTING
 CX1675_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX1675
 CX1675  HISTORY     - Date     Condition        Report By
 CX1675  HISTORY     - 1946     MONUMENTED       CGS
 CX1675  HISTORY     - 1955     SEE DESCRIPTION  AMS
 CX1675
 CX1675                          STATION DESCRIPTION
 CX1675
 CX1675'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (EFH)
 CX1675'STATION IS THE CENTER OF THE VERTICAL AXIS OF THE EASTMAN
 CX1675'PRECISION CAMERA THEODOLITE AT DONA ANA CAMP.
 CX1675'
 CX1675'IT WAS OCCUPIED ECCENTRICALLY BY MEANS OF A TOWER 11.46
 CX1675'METERS HIGH, 21 METERS N OF THE THEODOLITE.  THE LOCATION
 CX1675'OF THIS TOWER WAS NOT MARKED.
 CX1675'
 CX1675'TO REACH FROM JUNCTION OF U.S. HIGHWAY 54 AND WAR HIGHWAY
 CX1675'11 N OF EL PASO, FOLLOW WAR HIGHWAY 11 N FOR 20.0 MILES,
 CX1675'TURN W FOR 1.0 MILE TO ALUMINUM-PAINTED DOME-ROOFED BUILDING
 CX1675'HOUSING THE THEODOLITE.
 CX1675
 CX1675                          STATION RECOVERY (1955)
 CX1675
 CX1675'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1955
 CX1675'STATION RECOVERED AS DESCRIBED.  NO MEASUREMENTS TAKEN TO
 CX1675'REFERENCE MARKS AS STAND IS SURROUNDED BY FENCE AND NO KEY
 CX1675'AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1677 ***********************************************************************
 CX1677  DESIGNATION -  DONA ANA CAMERA TARGET
 CX1677  PID         -  CX1677
 CX1677  STATE/COUNTY-  NM/DONA ANA
 CX1677  USGS QUAD   -  BISHOP CAP (1994)
 CX1677
 CX1677                         *CURRENT SURVEY CONTROL
 CX1677  ___________________________________________________________________
 CX1677* NAD 83(1992)-  32 08 51.15538(N)    106 31 48.88644(W)     ADJUSTED  
 CX1677* NAVD 88     -                                                        
 CX1677  ___________________________________________________________________
 CX1677  LAPLACE CORR-          -1.77  (seconds)                    DEFLEC99
 CX1677  GEOID HEIGHT-         -23.68  (meters)                     GEOID03
 CX1677
 CX1677  HORZ ORDER  -  THIRD
 CX1677
 CX1677.The horizontal coordinates were established by classical geodetic methods
 CX1677.and adjusted by the National Geodetic Survey in December 1993..
 CX1677
 CX1677
 CX1677.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1677
 CX1677.The geoid height was determined by GEOID03.
 CX1677
 CX1677;                    North         East     Units Scale Factor Converg.
 CX1677;SPC NM C     -   127,260.570   473,563.744   MT  0.99990862   -0 08 56.8
 CX1677;SPC NM C     -   417,520.72  1,553,683.72   sFT  0.99990862   -0 08 56.8
 CX1677;UTM  13      - 3,557,815.533   355,684.503   MT  0.99985684   -0 48 51.8
 CX1677
 CX1677                          SUPERSEDED SURVEY CONTROL
 CX1677
 CX1677  NAD 83(1986)-  32 08 51.15936(N)    106 31 48.88418(W) AD(       ) 4
 CX1677  NAD 27      -  32 08 50.81000(N)    106 31 46.91300(W) AD(       ) 3
 CX1677
 CX1677.Superseded values are not recommended for survey control.
 CX1677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1677.See file dsdata.txt to determine how the superseded data were derived.
 CX1677
 CX1677_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR5568557816(NAD 83)
 CX1677_MARKER: X = CHISELED CROSS
 CX1677_SETTING: 0 = UNSPECIFIED SETTING
 CX1677_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX1677
 CX1677  HISTORY     - Date     Condition        Report By
 CX1677  HISTORY     - 1946     MONUMENTED       CGS
 CX1677  HISTORY     - 1955     SEE DESCRIPTION  AMS
 CX1677
 CX1677                          STATION DESCRIPTION
 CX1677
 CX1677'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (EFH)
 CX1677'THE STATION IS A SQUARE WOODEN TARGET PAINTED BLACK WITH
 CX1677'WHITE CROSS IN THE CENTER.  IT IS ABOUT 1.5 MILES WEST OF
 CX1677'DONA ANA CAMP AND IS TO BE USED AS ORIENTING TARGET FOR THE
 CX1677'DONA ANA CAMERA PRECISION THEODOLITE.
 CX1677'
 CX1677'THIS IS AN INTERSECTION STATION.
 CX1677
 CX1677                          STATION RECOVERY (1955)
 CX1677
 CX1677'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1955
 CX1677'STATION RECOVERED AS DESCRIBED.  IT IS 125 FEET NNW OF
 CX1677'INTERSECTION CENTERLINES NS TRAIL AND TRAIL SE.  AND 51 FEET
 CX1677'NE OF CENTERLINE NW-SE TRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0399 ***********************************************************************
 CX0399  DESIGNATION -  DONA ANA EAST BASE
 CX0399  PID         -  CX0399
 CX0399  STATE/COUNTY-  NM/DONA ANA
 CX0399  USGS QUAD   -  NEWMAN SW (1955)
 CX0399
 CX0399                         *CURRENT SURVEY CONTROL
 CX0399  ___________________________________________________________________
 CX0399* NAD 83(1992)-  32 04 19.62371(N)    106 28 55.48757(W)     ADJUSTED  
 CX0399* NAVD 88     -      1272.140  (meters)    4173.68   (feet)  ADJUSTED  
 CX0399  ___________________________________________________________________
 CX0399  LAPLACE CORR-          -1.31  (seconds)                    DEFLEC99
 CX0399  GEOID HEIGHT-         -23.79  (meters)                     GEOID03
 CX0399  DYNAMIC HT  -        1270.234 (meters)    4167.43  (feet)  COMP
 CX0399  MODELED GRAV-     979,096.2   (mgal)                       NAVD 88
 CX0399
 CX0399  HORZ ORDER  -  FIRST
 CX0399  VERT ORDER  -  FIRST     CLASS II
 CX0399
 CX0399.The horizontal coordinates were established by classical geodetic methods
 CX0399.and adjusted by the National Geodetic Survey in December 1993..
 CX0399
 CX0399.The orthometric height was determined by differential leveling
 CX0399.and adjusted by the National Geodetic Survey in June 1991..
 CX0399
 CX0399.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX0399
 CX0399.The geoid height was determined by GEOID03.
 CX0399
 CX0399.The dynamic height is computed by dividing the NAVD 88
 CX0399.geopotential number by the normal gravity value computed on the
 CX0399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0399.degrees latitude (g = 980.6199 gals.).
 CX0399
 CX0399.The modeled gravity was interpolated from observed gravity values.
 CX0399
 CX0399;                    North         East     Units Scale Factor Converg.
 CX0399;SPC NM C     -   118,886.733   478,089.390   MT  0.99990592   -0 07 23.6
 CX0399;SPC NM C     -   390,047.56  1,568,531.61   sFT  0.99990592   -0 07 23.6
 CX0399;SPC TX C     - 3,282,716.219   119,703.837   MT  1.00005617   -3 10 01.1
 CX0399;SPC TX C     -10,770,044.80    392,728.34   sFT  1.00005617   -3 10 01.1
 CX0399;UTM  13      - 3,549,390.259   360,112.462   MT  0.99984133   -0 47 13.5
 CX0399
 CX0399!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX0399!SPC NM C     -   0.99980403  x   0.99990592  =   0.99970997
 CX0399!SPC TX C     -   0.99980403  x   1.00005617  =   0.99986019
 CX0399!UTM  13      -   0.99980403  x   0.99984133  =   0.99964539
 CX0399
 CX0399:                Primary Azimuth Mark                     Grid Az
 CX0399:SPC NM C     -  OTERO THEODOLITE STAND C 18              054 29 34.8
 CX0399:SPC TX C     -  OTERO THEODOLITE STAND C 18              057 32 12.3
 CX0399:UTM  13      -  OTERO THEODOLITE STAND C 18              055 09 24.7
 CX0399
 CX0399|---------------------------------------------------------------------|
 CX0399| PID    Reference Object                     Distance      Geod. Az  |
 CX0399|                                                           dddmmss.s |
 CX0399| CX1566 OTERO THEODOLITE STAND C 18         APPROX. 5.5 KM 0542211.2 |
 CX0399| CX0397 DONA ANA EAST BASE RM 1               4.483 METERS 11909     |
 CX0399| CX0398 DONA ANA EAST BASE RM 2               9.662 METERS 22555     |
 CX0399| CX1684 NORTH ANTHONYS NOSE                 APPROX. 6.1 KM 2330836.9 |
 CX0399| CX1678 DONA ANA TANK                       APPROX. 8.9 KM 3473654.6 |
 CX0399| CX0405 RANGE                               APPROX. 8.4 KM 3474523.8 |
 CX0399| CX1577 TARGET                              APPROX.16.5 KM 3553748.7 |
 CX0399|---------------------------------------------------------------------|
 CX0399
 CX0399                          SUPERSEDED SURVEY CONTROL
 CX0399
 CX0399  NAD 83(1986)-  32 04 19.62792(N)    106 28 55.48516(W) AD(       ) 1
 CX0399  NAD 27      -  32 04 19.27400(N)    106 28 53.52000(W) AD(       ) 1
 CX0399  NGVD 29 (??/??/92) 1271.565  (m)         4171.79   (f) ADJ UNCH    1 2
 CX0399
 CX0399.Superseded values are not recommended for survey control.
 CX0399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0399.See file dsdata.txt to determine how the superseded data were derived.
 CX0399
 CX0399_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR6011249390(NAD 83)
 CX0399_MARKER: DS = TRIANGULATION STATION DISK
 CX0399_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX0399_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CX0399_STAMPING: DONA ANA E BASE 1946
 CX0399_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX0399+STABILITY: SURFACE MOTION
 CX0399_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CX0399+SATELLITE: SATELLITE OBSERVATIONS - 1986
 CX0399
 CX0399  HISTORY     - Date     Condition        Report By
 CX0399  HISTORY     - 1946     MONUMENTED       CGS
 CX0399  HISTORY     - 1955     GOOD             AMS
 CX0399  HISTORY     - 1967     GOOD             CGS
 CX0399  HISTORY     - 1967     GOOD             CGS
 CX0399  HISTORY     - 1969     GOOD             CGS
 CX0399  HISTORY     - 1969     GOOD             NGS
 CX0399  HISTORY     - 1974     GOOD             NGS
 CX0399  HISTORY     - 1975     GOOD             NGS
 CX0399  HISTORY     - 1978     GOOD             DMA
 CX0399  HISTORY     - 1981     GOOD             NGS
 CX0399  HISTORY     - 1986     GOOD
 CX0399
 CX0399                          STATION DESCRIPTION
 CX0399
 CX0399'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (EFH)
 CX0399'STATION IS LOCATED ON A SAND DUNE, ABOUT 20 MILES N OF EL PASO.
 CX0399'
 CX0399'STATION MARK IS STAMPED DONA ANA EAST BASE 1946.
 CX0399'
 CX0399'REFERENCE MARKS ARE STAMPED DONA ANA EAST BASE 1946.  NO
 CX0399'NUMBERS WERE STAMPED ON THE REFERENCE MARKS.
 CX0399'
 CX0399'STATION, UNDERGROUND, AND REFERENCE MARKS ARE BRONZE DISKS
 CX0399'SET IN CONCRETE.
 CX0399'
 CX0399'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 54 AND
 CX0399'WAR HIGHWAY 11 N OF EL PASO, FOLLOW WAR HIGHWAY 11 FROM THIS
 CX0399'JUNCTION N 14.3 MILES TO RISE IN ROAD.  STATION IS ON W SIDE
 CX0399'OF THE ROAD, 136 METERS W OF THE CENTER LINE OF THE ROAD.
 CX0399'
 CX0399'HEIGHT OF LIGHT ABOVE STATION MARK - 3.22 METERS.
 CX0399
 CX0399                          STATION RECOVERY (1955)
 CX0399
 CX0399'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1955
 CX0399'STATION RECOVERED AS DESCRIBED AND IN GOOD CONDITION.  IT PROJECTS
 CX0399'0.2 FEET.
 CX0399'
 CX0399'THE STATION IS 11 FEET NE OF SMALL LONE BUSH.  10.8 FEET ENE
 CX0399'OF SMALL LONE BUSH.  25.7 FEET ENE OF LONE DARK BUSH.  AND 41
 CX0399'FEET ESE OF LONE DARK BUSH.
 CX0399
 CX0399                          STATION RECOVERY (1967)
 CX0399
 CX0399'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (JCC)
 CX0399'THE STATION MARK AND REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED
 CX0399'IN GOOD CONDITION.  THE DISTANCE TO REFERENCE MARK NO. 1 WAS
 CX0399'VERIFIED BUT THE DIRECTION MISSED THE PREVIOUS DIRECTION BY
 CX0399'4 MINUTES.  THE DISTANCE AND DIRECTION TO REFERENCE MARK NO. 2
 CX0399'WAS VERIFIED.
 CX0399'
 CX0399'THE FOLLOWING IS A COMPLETE NEW DESCRIPTION.
 CX0399'
 CX0399'THE STATION IS ON THE EAST SIDE OF A SAND DUNE, APPROXIMATELY
 CX0399'20 MILES NORTH OF EL PASO, TEXAS AND ON THE WEST SIDE OF
 CX0399'WAR ROAD 11.
 CX0399'
 CX0399'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 54
 CX0399'AND WAR ROAD 11 IN NORTHEAST EL PASO, TEXAS, GO WEST AND NORTH
 CX0399'ON WAR ROAD 11 FOR 11.5 MILES TO NEW MEXICO STATE HIGHWAY 404
 CX0399'(OHARA ROAD) ON THE LEFT.  CONTINUE NORTH ON WAR ROAD 11 FOR
 CX0399'2.7 MILES TO THE STATION ON THE LEFT APPROXIMATELY 400 FEET
 CX0399'WEST OF THE ROAD.
 CX0399'
 CX0399'THE STATION MARK IS A STANDARD DISK STAMPED DONA ANA EAST BASE
 CX0399'1946 AND IS SET IN THE TOP OF A 6 INCH SQUARE CONCRETE POST WHICH
 CX0399'PROJECTS 4 INCHES.
 CX0399'
 CX0399'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED DONA ANA EAST BASE
 CX0399'NO. 1 1946, IS SET IN THE TOP OF A 6 INCH SQUARE CONCRETE POST
 CX0399'WHICH PROJECTS 1 INCH.  IT IS APPROXIMATELY 2 FEET LOWER THAN THE
 CX0399'STATION.
 CX0399'
 CX0399'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED DONA ANA EAST BASE
 CX0399'NO 2 1946, IS SET IN THE TOP OF A 6 INCH SQUARE CONCRETE POST
 CX0399'WHICH PROJECTS 6 INCHES.  IT IS AT THE SAME APPROXIMATE ELEVATION
 CX0399'AS THE STATION.
 CX0399
 CX0399                          STATION RECOVERY (1967)
 CX0399
 CX0399'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (CND)
 CX0399'THE STATION MARK, STAMPED DONA ANA E BASE 1946, IS ABOUT 2.0
 CX0399'MILES NORTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 CX0399'RAILWAY FROM THE STATION AT ANTHONY, THENCE 9.55 MILES EAST
 CX0399'ALONG STATE HIGHWAY 404 WHICH IS OHARA ROAD, THENCE 2.7 MILES
 CX0399'NORTH ALONG STATE HIGHWAY 213 WHICH IS WAR HIGHWAY 11, IN S
 CX0399'12, T 26 S, R 4 E, ON THE CREST OF A SMALL SANDY HILL, 162 YARDS
 CX0399'WEST OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF A
 CX0399'CONCRETE POST PROJECTING 4 INCHES.
 CX0399'
 CX0399'R.M. 1, STAMPED DONA ANA E BASE 1946 NO 1, IS 15 FEET EAST
 CX0399'OF THE STATION MARK, 159 YARDS WEST OF THE CENTER LINE OF THE
 CX0399'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST ABOUT LEVEL
 CX0399'WITH THE GROUND.
 CX0399'
 CX0399'R.M. 2, STAMPED DONA ANA E BASE 1946 NO 2, IS 32 FEET SOUTHWEST
 CX0399'OF THE STATION MARK, 165 YARDS WEST OF THE CENTER LINE OF THE
 CX0399'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 CX0399'INCHES.
 CX0399
 CX0399                          STATION RECOVERY (1969)
 CX0399
 CX0399'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LGB)
 CX0399'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN
 CX0399'GOOD CONDITION.  THE DISTANCE AND DIRECTION TO BOTH MARKS
 CX0399'COMPARED FAVORABLY.
 CX0399'
 CX0399'THE FOLLOWING IS A COMPLETE NEW DESCRIPTION.
 CX0399'
 CX0399'THE STATION IS LOCATED ON THE WEST SIDE OF COUNTY ROAD 213
 CX0399'AND ON THE EAST SLOPE OF A LARGE SAND DUNE.  IT IS ABOUT 20
 CX0399'MILES NORTH OF EL PASO, TEXAS.  10 MILES NORTHWEST OF NEWMAN,
 CX0399'8-1/2 MILES NORTHEAST OF ANTHONY AND ON PASTURELAND LEASED
 CX0399'BY MR. W.F. BLYTHE OF EL PASO.
 CX0399'
 CX0399'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 54
 CX0399'AND COUNTY ROAD 213 (WAR ROAD 11) AT THE NORTH EDGE OF EL PASO,
 CX0399'GO WEST AND NORTH ON COUNTY ROAD 213 FOR 9.5 MILES TO THE
 CX0399'TEXAS-NEW MEXICO STATE LINE.  CONTINUE NORTH ON COUNTY ROAD 213
 CX0399'FOR 2.7 MILES TO THE JUNCTION OF COUNTY ROAD 404 ON THE LEFT.
 CX0399'CONTINUE NORTH ON COUNTY ROAD 213 FOR 2.8 MILES TO THE STATION
 CX0399'ON THE LEFT (ABOUT 150 YARDS WEST OF THE ROAD).  CONTINUE
 CX0399'NORTH ON COUNTY ROAD 213 FOR 0.75 MILE TO A CATTLE GUARD AND
 CX0399'A TRACK ROAD ON THE LEFT.  TURN LEFT AND GO WEST FOR ABOUT
 CX0399'100 FEET TO A WIRE GATE.  PASS THROUGH GATE AND PICK WAY
 CX0399'THROUGH BRUSHY LAND IN A SOUTHERLY DIRECTION FOR 0.8 MILE
 CX0399'TO THE STATION AS DESCRIBED.
 CX0399'
 CX0399'THE STATION MARK IS A STANDARD DISK, STAMPED DONA ANA E BASE
 CX0399'1946, SET IN THE TOP OF A 6-INCH SQUARE CONCRETE MONUMENT WHICH
 CX0399'PROJECTS 2 INCHES.  IT IS 10 FEET WEST OF A METAL WITNESS POST
 CX0399'WITH SIGN ATTACHED.
 CX0399'
 CX0399'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED DONA ANA E BASE NO
 CX0399'1 1946, SET IN THE TOP OF A 6-INCH SQUARE CONCRETE MONUMENT WHICH
 CX0399'IS FLUSH WITH THE GROUND SURFACE.  IT IS 10 FEET SOUTHEAST OF THE
 CX0399'METAL WITNESS POST AND IS ABOUT 1 FOOT LOWER IN ELEVATION THAN
 CX0399'THE STATION MARK.
 CX0399'
 CX0399'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED DONA ANA E BASE
 CX0399'NO 2 1946, SET IN THE TOP OF A 6-INCH SQUARE CONCRETE MONUMENT
 CX0399'WHICH PROJECTS 4 INCHES.  IT IS 41 FEET SOUTHWEST OF THE METAL
 CX0399'WITNESS POST AND IS ABOUT THE SAME ELEVATION AS THE STATION MARK.
 CX0399'
 CX0399'HEIGHT OF LIGHT ABOVE STATION MARK 72.4 FEET.
 CX0399'
 CX0399'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--8-1/2 MILES
 CX0399'NORTHEAST OF ANTHONY
 CX0399
 CX0399                          STATION RECOVERY (1969)
 CX0399
 CX0399'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 CX0399'8.5 MI NE FROM ANTHONY TEXAS.
 CX0399'9.5 MILES WEST AND NORTH ALONG COUNTY ROAD 213 (WAR ROAD 11) FROM THE
 CX0399'JUNCTION OF U.S. HIGHWAY 54 AND COUNTY ROAD 213 AT THE NORTH EDGE OF
 CX0399'EL PASO TO THE TEXAS--NEW MEXICO STATE LINE, THENCE NORTH FOR 2.7
 CX0399'MILES TO THE JUNCTION OF COUNTY ROAD 404 ON THE LEFT, THENCE NORTH 2.8
 CX0399'MILES TO THE MARK ON THE LEFT, ABOUT 150 YARDS WEST OF THE CENTER OF
 CX0399'COUNTY ROAD 213, ON THE EAST SLOPE OF A LARGE SAND DUNE, 32 FEET
 CX0399'NORTHWEST OF DONA ANA E BASE RM 2, 15 FEET NORTHEAST OF DONA ANA E
 CX0399'BASE RM 1, 10 FEET WEST OF A METAL WITNESS POST WITH SIGN ATTACHED AND
 CX0399'SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 CX0399
 CX0399                          STATION RECOVERY (1974)
 CX0399
 CX0399'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 CX0399'STATION MARK, REFERENCE MARKS NUMBERS 1 AND 2 WERE RECOVERED
 CX0399'AND ARE IN GOOD CONDITION.
 CX0399'
 CX0399'DUE TO MANY NAMES OF ROAD CHANGES, A NEW DESCRIPTION OF HOW TO REACH
 CX0399'THE STATION FOLLOWS.
 CX0399'
 CX0399'STATION IS REACHED FROM THE POST OFFICE IN NORTHGATE WHICH IS
 CX0399'LOCATED IN THE NORTH SECTION OF EL PASO, TEXAS.  GO WEST FOR
 CX0399'(1) BLOCK TO DYER STREET (U.S. HIGHWAY 54).  TURN LEFT AND
 CX0399'GO SOUTH ON DYER STREET FOR 0.4 MILE TO THE JUNCTION WITH
 CX0399'DIANA DRIVE (THIS POINT WAS FORMERLY THE JUNCTION OF U.S. HIGHWAY
 CX0399'54 AND WAR ROAD 11).  TURN RIGHT AND GO WEST ON DIANA DRIVE FOR
 CX0399'1.25 MILES TO GATEWAY NORTH.  TURN RIGHT AND GO NORTH ON
 CX0399'GATEWAY NORTH, COUNTY ROUTE 3255 AND WAR ROAD 11 FOR 8.4 MILES
 CX0399'TO THE TEXAS-NEW MEXICO STATE LINE.  CONTINUE NORTH ON NEW
 CX0399'MEXICO ROUT 213 AND WAR ROAD 11 FOR 3.0 MILES TO ROUTE
 CX0399'404 ON THE LEFT (THIS ROUTE WAS FORMER-OHARA ROAD).  CONTINUE
 CX0399'NORTH ON ROUTE 213 AND WAR ROAD FOR 2.8 MILES TO THE
 CX0399'STATION ON THE LEFT, WEST SIDE OF HIGHWAY, ABOUT 150
 CX0399'YARDS INSIDE A FENCED PASTURE AND ON TOP OF A SMALL KNOLL.
 CX0399'CONTINUE NORTH ON THE HIGHWAY FOR 0.75 MILE TO A CATTLE
 CX0399'GUARD ACROSS THE HIGHWAY AND A SAND ROAD ON THE LEFT.  TURN
 CX0399'LEFT AND GO WEST FOR ABOUT 100 FEET TO A WIRE GATE.  PASS
 CX0399'THROUGH THE GATE, THENCE LEFT AND PICK WAY ACROSS BRUSH
 CX0399'COVERED PASTURE LAND TO THE TOP OF THE KNOLL AND STATION.
 CX0399'
 CX0399'STATION WAS DRIVEN TO WITH A 4-WHEEL DRIVE BUT COULD BE DRIVEN
 CX0399'TO WITH A CONVENTIONAL DRIVE WITH HIGH FRAME.
 CX0399'
 CX0399'STATION MARK DISK IS STAMPED DONA ANA E BASE 1946, SET IN THE
 CX0399'TOP OF A SQUARE CONCRETE MONUMENT PROJECTING 3 INCHES.  MARK IS
 CX0399'10 FEET WEST OF A METAL WITNESS POST WITH WITNESS SIGN ATTACHED.
 CX0399'
 CX0399'REFERENCE MARK NUMBER 1 DISK IS STAMPED DONA ANA E BASE NO 1
 CX0399'1946, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT FLUSH WITH
 CX0399'THE GROUND.  MARK IS 10 FEET SOUTH-SOUTHEAST OF THE METAL
 CX0399'WITNESS POST.
 CX0399'
 CX0399'REFERENCE MARK NUMBER 2 DISK IS STAMPED DONA ANA E BASE NO 2
 CX0399'1946, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTING
 CX0399'ABOUT 6 INCHES.  MARK IS 41 FEET SOUTHWEST OF THE METAL WITNESS
 CX0399'POST.
 CX0399'
 CX0399'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--15 MILES
 CX0399'NORTH OF NORTHGATE, EL PASO, TEXAS
 CX0399
 CX0399                          STATION RECOVERY (1975)
 CX0399
 CX0399'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (AW)
 CX0399'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION
 CX0399'AS DESCRIBED.  THE STATION WAS OCCUPIED AS THE ANTENNA SITE FOR
 CX0399'GEOCEIVER STATION 51103.
 CX0399'
 CX0399'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 CX0399'8-1/2 MILES NE OF ANTHONY.
 CX0399
 CX0399                          STATION RECOVERY (1978)
 CX0399
 CX0399'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978 (ODJ)
 CX0399'STATION AND REFERENCE MARKS RECOVERED AS DESCRIBED BY L. G. BURDINE,
 CX0399'1969, USC AND GS.
 CX0399'
 CX0399'TO REACH DESCRIPTION IS GOOD.  HOWEVER A 4-WHEEL DRIVE VEHICLE WOULD
 CX0399'BE NECESSARY TO TRAVERSE THE FINAL 0.8 MILE ACROSS COUNTRY.
 CX0399
 CX0399                          STATION RECOVERY (1981)
 CX0399
 CX0399'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (DCF)
 CX0399'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN
 CX0399'GOOD CONDITION.  THE DISTANCE AND DIRECTION TO BOTH MARKS
 CX0399'COMPARED FAVORABLY WITH THE 1969 DATA.
 CX0399'THE STATION IS LOCATED ABOUT 32.2 KM (20 MI) NORTH OF
 CX0399'EL PASO, TX, 16.1 KM (10 MI) NORTHWEST OF NEWMAN, 13.7 KM
 CX0399'(8-1/2 MI) NORTHEAST OF ANTHONY, TX.
 CX0399'OWNERSHIP--BLM LAND, LEASED TO W.F. BLYTHE CATTLE COMPANY,
 CX0399'LAS CRUCES, NEW MEXICO 88001, TELEPHONE NUMBER 505-524-7351,
 CX0399'W.F. BLYTHE, 7777 GRAN QUIVARA, EL PASO, TX 79904, TELEPHONE
 CX0399'NUMBER 915-755-9255.
 CX0399'
 CX0399'TO REACH THE STATION FROM THE JUNCTION OF TEXAS FARM ROADS
 CX0399'3255 (WAR ROAD) AND 375 LOOP (TRANS MOUNTAIN ROAD), GO
 CX0399'NORTH ON FARM ROAD 3255 FOR 9.7 KM (6.05 MI) TO THE JUNCTION
 CX0399'OF TEXAS FARM ROAD 2529 ON THE RIGHT.  CONTINUE NORTH ON
 CX0399'3255 FOR 5.7 KM (3.55 MI) TO THE JUNCTION OF STATE ROUTE 404
 CX0399'ON THE LEFT.  CONTINUE NORTH FOR 4.5 KM (2.8 MI) TO THE
 CX0399'STATION ON THE LEFT.
 CX0399'
 CX0399'THE STATION IS A STANDARD CGS DISK
 CX0399'STAMPED---DONA ANA E BASE 1946---,
 CX0399'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 23 CM ON A SIDE
 CX0399'PROJECTING 10 CM ABOVE THE GROUND.  IT IS LOCATED
 CX0399'3.018 METERS (9.9 FT) WEST FROM A WITNESS POST.
 CX0399'
 CX0399'REFERENCE MARK NUMBER 1 IS A STANDARD CGS DISK
 CX0399'STAMPED---DONA ANA NO 1 E BASE 1946---,
 CX0399'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 23 CM ON A SIDE
 CX0399'FLUSH WITH GROUND.  IT IS LOCATED
 CX0399'3.109 METERS (10.2 FT) SOUTH FROM THE WITNESS POST.
 CX0399'MARK IS BELOW STATION 0.6 METER.
 CX0399'
 CX0399'REFERENCE MARK NUMBER 2 IS A STANDARD CGS DISK
 CX0399'STAMPED---DONA ANA NO 2 E BASE 1946---,
 CX0399'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 23 CM ON A SIDE
 CX0399'PROJECTING 21 CM ABOVE THE GROUND.  IT IS LOCATED
 CX0399'12.344 METERS (40.5 FT) SOUTHWEST FROM THE WITNESS POST.
 CX0399'MARK IS LEVEL WITH STATION.
 CX0399'
 CX0399'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 0.6 METER.
 CX0399
 CX0399                          STATION RECOVERY (1986)
 CX0399
 CX0399'RECOVERED 1986
 CX0399'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0397 ***********************************************************************
 CX0397  DESIGNATION -  DONA ANA EAST BASE RM 1
 CX0397  PID         -  CX0397
 CX0397  STATE/COUNTY-  NM/DONA ANA
 CX0397  USGS QUAD   -  NEWMAN SW (1955)
 CX0397
 CX0397                         *CURRENT SURVEY CONTROL
 CX0397  ___________________________________________________________________
 CX0397* NAD 83(1986)-  32 04 19.     (N)    106 28 55.     (W)     SCALED    
 CX0397* NAVD 88     -      1271.667  (meters)    4172.13   (feet)  ADJUSTED  
 CX0397  ___________________________________________________________________
 CX0397  GEOID HEIGHT-         -23.79  (meters)                     GEOID03
 CX0397  DYNAMIC HT  -        1269.760 (meters)    4165.87  (feet)  COMP
 CX0397  MODELED GRAV-     979,096.2   (mgal)                       NAVD 88
 CX0397
 CX0397  VERT ORDER  -  FIRST     CLASS II
 CX0397
 CX0397.The horizontal coordinates were scaled from a topographic map and have
 CX0397.an estimated accuracy of +/- 6 seconds.
 CX0397
 CX0397.The orthometric height was determined by differential leveling
 CX0397.and adjusted by the National Geodetic Survey in June 1991..
 CX0397
 CX0397.The geoid height was determined by GEOID03.
 CX0397
 CX0397.The dynamic height is computed by dividing the NAVD 88
 CX0397.geopotential number by the normal gravity value computed on the
 CX0397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0397.degrees latitude (g = 980.6199 gals.).
 CX0397
 CX0397.The modeled gravity was interpolated from observed gravity values.
 CX0397
 CX0397;                    North         East    Units  Estimated Accuracy
 CX0397;SPC NM C     -   118,870.      478,100.      MT  (+/- 180 meters Scaled)
 CX0397
 CX0397                          SUPERSEDED SURVEY CONTROL
 CX0397
 CX0397  NGVD 29 (??/??/92) 1271.091  (m)         4170.24   (f) ADJ UNCH    1 2
 CX0397
 CX0397.Superseded values are not recommended for survey control.
 CX0397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0397.See file dsdata.txt to determine how the superseded data were derived.
 CX0397
 CX0397_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR601493(NAD 83)
 CX0397_MARKER: DR = REFERENCE MARK DISK
 CX0397_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX0397_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CX0397_STAMPING: DONA ANA E BASE NO 1 1946
 CX0397_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX0397+STABILITY: SURFACE MOTION
 CX0397
 CX0397  HISTORY     - Date     Condition        Report By
 CX0397  HISTORY     - 1946     MONUMENTED       CGS
 CX0397  HISTORY     - 1969     GOOD             NGS
 CX0397
 CX0397                          STATION DESCRIPTION
 CX0397
 CX0397'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 CX0397'8.5 MI NE FROM ANTHONY TEXAS.
 CX0397'9.5 MILES WEST AND NORTH ALONG COUNTY ROAD 213 (WAR ROAD 11) FROM THE
 CX0397'JUNCTION OF U.S. HIGHWAY 54 AND COUNTY ROAD 213 AT THE NORTH EDGE OF
 CX0397'EL PASO TO THE TEXAS-NEW MEXICO STATE LINE, THENCE NORTH FOR 2.7 MILES
 CX0397'TO THE JUNCTION OF COUNTY ROAD 404 ON THE LEFT, THENCE NORTH 2.8 MILES
 CX0397'TO THE MARK ON THE LEFT, ABOUT 148 YARDS WEST OF THE CENTER OF COUNTY
 CX0397'ROAD 213, ON THE EAST SLOPE OF A LARGE SAND DUNE, 39 FEET EAST OF
 CX0397'REFERENCE MARK NO 2, 15 SOUTHWEST OF DONA ANA E BASE 1946, 10 FEET
 CX0397'SOUTHEAST OF A METAL WITNESS POST WITH SIGN ATTACHED AND SET IN THE
 CX0397'TOP OF A CONCRETE POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0398 ***********************************************************************
 CX0398  DESIGNATION -  DONA ANA EAST BASE RM 2
 CX0398  PID         -  CX0398
 CX0398  STATE/COUNTY-  NM/DONA ANA
 CX0398  USGS QUAD   -  NEWMAN SW (1955)
 CX0398
 CX0398                         *CURRENT SURVEY CONTROL
 CX0398  ___________________________________________________________________
 CX0398* NAD 83(1986)-  32 04 19.     (N)    106 28 55.     (W)     SCALED    
 CX0398* NAVD 88     -      1272.218  (meters)    4173.94   (feet)  ADJUSTED  
 CX0398  ___________________________________________________________________
 CX0398  GEOID HEIGHT-         -23.79  (meters)                     GEOID03
 CX0398  DYNAMIC HT  -        1270.311 (meters)    4167.68  (feet)  COMP
 CX0398  MODELED GRAV-     979,096.2   (mgal)                       NAVD 88
 CX0398
 CX0398  VERT ORDER  -  FIRST     CLASS II
 CX0398
 CX0398.The horizontal coordinates were scaled from a topographic map and have
 CX0398.an estimated accuracy of +/- 6 seconds.
 CX0398
 CX0398.The orthometric height was determined by differential leveling
 CX0398.and adjusted by the National Geodetic Survey in June 1991..
 CX0398
 CX0398.The geoid height was determined by GEOID03.
 CX0398
 CX0398.The dynamic height is computed by dividing the NAVD 88
 CX0398.geopotential number by the normal gravity value computed on the
 CX0398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0398.degrees latitude (g = 980.6199 gals.).
 CX0398
 CX0398.The modeled gravity was interpolated from observed gravity values.
 CX0398
 CX0398;                    North         East    Units  Estimated Accuracy
 CX0398;SPC NM C     -   118,870.      478,100.      MT  (+/- 180 meters Scaled)
 CX0398
 CX0398                          SUPERSEDED SURVEY CONTROL
 CX0398
 CX0398  NGVD 29 (??/??/92) 1271.643  (m)         4172.05   (f) ADJ UNCH    1 2
 CX0398
 CX0398.Superseded values are not recommended for survey control.
 CX0398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0398.See file dsdata.txt to determine how the superseded data were derived.
 CX0398
 CX0398_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR601493(NAD 83)
 CX0398_MARKER: DR = REFERENCE MARK DISK
 CX0398_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX0398_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CX0398_STAMPING: DONA ANA E BASE NO 2 1946
 CX0398_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX0398+STABILITY: SURFACE MOTION
 CX0398
 CX0398  HISTORY     - Date     Condition        Report By
 CX0398  HISTORY     - 1946     MONUMENTED       CGS
 CX0398  HISTORY     - 1969     GOOD             NGS
 CX0398
 CX0398                          STATION DESCRIPTION
 CX0398
 CX0398'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 CX0398'8.5 MI NE FROM ANTHONY TEXAS.
 CX0398'9.5 MILES WEST AND NORTH ALONG COUNTY ROAD 213 (WAR ROAD 11) FROM THE
 CX0398'JUNCTION OF U.S. HIGHWAY 54 AND COUNTY ROAD 213 AT THE NORTH EDGE OF
 CX0398'EL PASO TO THE TEXAS-NEW MEXICO STATE LINE, THENCE NORTH FOR 2.7 MILES
 CX0398'TO THE JUNCTION OF COUNTY ROAD 404 ON THE LEFT, THENCE NORTH 2.8 MILES
 CX0398'TO THE MARK ON THE LEFT, ABOUT 155 YARDS WEST OF THE CENTER OF COUNTY
 CX0398'ROAD 213, ON THE EAST SLOPE OF A LARGE SAND DUNE, 41 FEET SOUTHWEST OF
 CX0398'A METAL WITNESS POST WITH SIGN ATTACHED, 32 FEET SOUTHEAST OF DONA ANA
 CX0398'E BASE 1946 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1678 ***********************************************************************
 CX1678  DESIGNATION -  DONA ANA TANK
 CX1678  PID         -  CX1678
 CX1678  STATE/COUNTY-  NM/DONA ANA
 CX1678  USGS QUAD   -  BISHOP CAP (1994)
 CX1678
 CX1678                         *CURRENT SURVEY CONTROL
 CX1678  ___________________________________________________________________
 CX1678* NAD 83(1992)-  32 09 01.07258(N)    106 30 08.13363(W)     ADJUSTED  
 CX1678* NAVD 88     -                                                        
 CX1678  ___________________________________________________________________
 CX1678  LAPLACE CORR-          -2.13  (seconds)                    DEFLEC99
 CX1678  GEOID HEIGHT-         -23.73  (meters)                     GEOID03
 CX1678
 CX1678  HORZ ORDER  -  THIRD
 CX1678
 CX1678.The horizontal coordinates were established by classical geodetic methods
 CX1678.and adjusted by the National Geodetic Survey in December 1993..
 CX1678
 CX1678
 CX1678.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1678
 CX1678.The geoid height was determined by GEOID03.
 CX1678
 CX1678;                    North         East     Units Scale Factor Converg.
 CX1678;SPC NM C     -   127,559.488   476,204.534   MT  0.99990698   -0 08 03.3
 CX1678;SPC NM C     -   418,501.42  1,562,347.71   sFT  0.99990698   -0 08 03.3
 CX1678;UTM  13      - 3,558,083.754   358,328.438   MT  0.99984752   -0 47 58.4
 CX1678
 CX1678                          SUPERSEDED SURVEY CONTROL
 CX1678
 CX1678  NAD 83(1986)-  32 09 01.07667(N)    106 30 08.13018(W) AD(       ) 4
 CX1678  NAD 27      -  32 09 00.72900(N)    106 30 06.16300(W) AD(       ) 3
 CX1678
 CX1678.Superseded values are not recommended for survey control.
 CX1678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1678.See file dsdata.txt to determine how the superseded data were derived.
 CX1678
 CX1678_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR5832858084(NAD 83)
 CX1678_MARKER: 51 = TANK
 CX1678
 CX1678  HISTORY     - Date     Condition        Report By
 CX1678  HISTORY     - 1946     FIRST OBSERVED   CGS
 CX1678  HISTORY     - 1955     GOOD             AMS
 CX1678
 CX1678                          STATION DESCRIPTION
 CX1678
 CX1678'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (EFH)
 CX1678'STATION IS CENTER OF A WATER TANK AT DONA ANA CAMP, ABOUT
 CX1678'23 MILES N OF EL PASO, ON WAR HIGHWAY 11.
 CX1678'
 CX1678'THIS IS AN INTERSECTION STATION.
 CX1678
 CX1678                          STATION RECOVERY (1955)
 CX1678
 CX1678'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1955
 CX1678'STATION RECOVERED AS DESCRIBED.  IT IS 23 FEET NW OF NW CORNER
 CX1678'OF BUILDING.  54 FEET NNE OF LONE TREE.  115 FEET SSW OF
 CX1678'CENTERLINE OF WNW-ESE ROAD.  AND 192 FEET WSW OF CENTERLINE
 CX1678'OF NNW-SSE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0022 ***********************************************************************
 CX0022  DESIGNATION -  DONA RM 1
 CX0022  PID         -  CX0022
 CX0022  STATE/COUNTY-  NM/OTERO
 CX0022  USGS QUAD   -  LAKE LUCERO SE (1982)
 CX0022
 CX0022                         *CURRENT SURVEY CONTROL
 CX0022  ___________________________________________________________________
 CX0022* NAD 83(1986)-  32 35 37.     (N)    106 18 57.     (W)     SCALED    
 CX0022* NAVD 88     -      1216.384  (meters)    3990.75   (feet)  ADJUSTED  
 CX0022  ___________________________________________________________________
 CX0022  GEOID HEIGHT-         -23.46  (meters)                     GEOID03
 CX0022  DYNAMIC HT  -        1214.592 (meters)    3984.87  (feet)  COMP
 CX0022  MODELED GRAV-     979,124.1   (mgal)                       NAVD 88
 CX0022
 CX0022  VERT ORDER  -  FIRST     CLASS II
 CX0022
 CX0022.The horizontal coordinates were scaled from a topographic map and have
 CX0022.an estimated accuracy of +/- 6 seconds.
 CX0022
 CX0022.The orthometric height was determined by differential leveling
 CX0022.and adjusted by the National Geodetic Survey in June 1991..
 CX0022
 CX0022.The geoid height was determined by GEOID03.
 CX0022
 CX0022.The dynamic height is computed by dividing the NAVD 88
 CX0022.geopotential number by the normal gravity value computed on the
 CX0022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0022.degrees latitude (g = 980.6199 gals.).
 CX0022
 CX0022.The modeled gravity was interpolated from observed gravity values.
 CX0022
 CX0022;                    North         East    Units  Estimated Accuracy
 CX0022;SPC NM C     -   176,690.      493,820.      MT  (+/- 180 meters Scaled)
 CX0022
 CX0022                          SUPERSEDED SURVEY CONTROL
 CX0022
 CX0022  NGVD 29 (??/??/92) 1215.799  (m)         3988.83   (f) ADJ UNCH    1 2
 CX0022
 CX0022.Superseded values are not recommended for survey control.
 CX0022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0022.See file dsdata.txt to determine how the superseded data were derived.
 CX0022
 CX0022_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS765070(NAD 83)
 CX0022_MARKER: DR = REFERENCE MARK DISK
 CX0022_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CX0022_SP_SET: MONUMENT
 CX0022_STAMPING: DONA NO 1 1943
 CX0022_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX0022
 CX0022  HISTORY     - Date     Condition        Report By
 CX0022  HISTORY     - 1943     MONUMENTED       CGS
 CX0022  HISTORY     - 1967     GOOD             NGS
 CX0022
 CX0022                          STATION DESCRIPTION
 CX0022
 CX0022'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 CX0022'15.45 MI SW FROM WHITE SANDS N M HDQ.
 CX0022'15.45 MILES SOUTHWEST ALONG U. S. HIGHWAY 70 FROM WHITE SANDS NATIONAL
 CX0022'MONUMENT.  THENCE 97 FEET SOUTHEAST OF THE CENTERLINE OF U. S. HIGHWAY
 CX0022'70, 1.5 FEET WEST OF A FENCE LINE, SET IN THE TOP OF A 10 INCH SQUARE
 CX0022'CONCRETE MONUMENT THAT PROJECTS 7 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0021 ***********************************************************************
 CX0021  DESIGNATION -  DONA RM 2
 CX0021  PID         -  CX0021
 CX0021  STATE/COUNTY-  NM/OTERO
 CX0021  USGS QUAD   -  LAKE LUCERO SE (1982)
 CX0021
 CX0021                         *CURRENT SURVEY CONTROL
 CX0021  ___________________________________________________________________
 CX0021* NAD 83(1986)-  32 35 37.     (N)    106 18 57.     (W)     SCALED    
 CX0021* NAVD 88     -      1216.114  (meters)    3989.87   (feet)  ADJUSTED  
 CX0021  ___________________________________________________________________
 CX0021  GEOID HEIGHT-         -23.46  (meters)                     GEOID03
 CX0021  DYNAMIC HT  -        1214.323 (meters)    3983.99  (feet)  COMP
 CX0021  MODELED GRAV-     979,124.1   (mgal)                       NAVD 88
 CX0021
 CX0021  VERT ORDER  -  FIRST     CLASS II
 CX0021
 CX0021.The horizontal coordinates were scaled from a topographic map and have
 CX0021.an estimated accuracy of +/- 6 seconds.
 CX0021
 CX0021.The orthometric height was determined by differential leveling
 CX0021.and adjusted by the National Geodetic Survey in June 1991..
 CX0021
 CX0021.The geoid height was determined by GEOID03.
 CX0021
 CX0021.The dynamic height is computed by dividing the NAVD 88
 CX0021.geopotential number by the normal gravity value computed on the
 CX0021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0021.degrees latitude (g = 980.6199 gals.).
 CX0021
 CX0021.The modeled gravity was interpolated from observed gravity values.
 CX0021
 CX0021;                    North         East    Units  Estimated Accuracy
 CX0021;SPC NM C     -   176,690.      493,820.      MT  (+/- 180 meters Scaled)
 CX0021
 CX0021                          SUPERSEDED SURVEY CONTROL
 CX0021
 CX0021  NGVD 29 (??/??/92) 1215.530  (m)         3987.95   (f) ADJ UNCH    1 2
 CX0021
 CX0021.Superseded values are not recommended for survey control.
 CX0021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0021.See file dsdata.txt to determine how the superseded data were derived.
 CX0021
 CX0021_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS765070(NAD 83)
 CX0021_MARKER: DR = REFERENCE MARK DISK
 CX0021_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CX0021_SP_SET: MONUMENT
 CX0021_STAMPING: DONA NO2 1943
 CX0021_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX0021
 CX0021  HISTORY     - Date     Condition        Report By
 CX0021  HISTORY     - 1943     MONUMENTED       CGS
 CX0021  HISTORY     - 1967     GOOD             NGS
 CX0021
 CX0021                          STATION DESCRIPTION
 CX0021
 CX0021'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 CX0021'15.45 MI SW FROM WHITE SANDS N M HDQ.
 CX0021'15.45 MILES SOUTHWEST ALONG U. S. HIGHWAY 70 FROM WHITE SANDS NATIONAL
 CX0021'MONUMENT.  THENCE 97 FEET SOUTHWEST OF THE CENTERLINE OF U. S. HIGHWAY
 CX0021'70, 1.5 FEET WEST OF A FENCE, SET IN THE TOP OF A 10 INCH SQUARE
 CX0021'CONCRETE MONUMENT THAT PROJECTS 1 INCH ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY1007 ***********************************************************************
 CY1007  DESIGNATION -  DONALD
 CY1007  PID         -  CY1007
 CY1007  STATE/COUNTY-  NM/GRANT
 CY1007  USGS QUAD   -  WERNEY HILL (1963)
 CY1007
 CY1007                         *CURRENT SURVEY CONTROL
 CY1007  ___________________________________________________________________
 CY1007* NAD 83(1992)-  32 26 48.34437(N)    108 19 27.35292(W)     ADJUSTED  
 CY1007* NAVD 88     -      1696.9    (meters)    5567.     (feet)  VERTCON   
 CY1007  ___________________________________________________________________
 CY1007  LAPLACE CORR-           0.01  (seconds)                    DEFLEC99
 CY1007  GEOID HEIGHT-         -24.47  (meters)                     GEOID03
 CY1007
 CY1007  HORZ ORDER  -  FIRST
 CY1007
 CY1007.The horizontal coordinates were established by classical geodetic methods
 CY1007.and adjusted by the National Geodetic Survey in December 1993..
 CY1007
 CY1007.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY1007.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY1007
 CY1007.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY1007
 CY1007.The geoid height was determined by GEOID03.
 CY1007
 CY1007;                    North         East     Units Scale Factor Converg.
 CY1007;SPC NM W     -   160,512.643   783,840.306   MT  0.99994293   -0 15 48.2
 CY1007;SPC NM W     -   526,615.23  2,571,649.40   sFT  0.99994293   -0 15 48.2
 CY1007;UTM  12      - 3,593,110.351   751,543.414   MT  1.00038033   +1 26 10.8
 CY1007
 CY1007!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY1007!SPC NM W     -   0.99973749  x   0.99994293  =   0.99968043
 CY1007!UTM  12      -   0.99973749  x   1.00038033  =   1.00011772
 CY1007
 CY1007:                Primary Azimuth Mark                     Grid Az
 CY1007:SPC NM W     -  FORT BAYARD WATER TANK                   022 47 51.8
 CY1007:UTM  12      -  FORT BAYARD WATER TANK                   021 05 52.8
 CY1007
 CY1007|---------------------------------------------------------------------|
 CY1007| PID    Reference Object                     Distance      Geod. Az  |
 CY1007|                                                           dddmmss.s |
 CY1007| CY0914 FORT BAYARD WATER TANK              APPROX.42.5 KM 0223203.6 |
 CY1007| CC7263 DONALD RM 1                          10.688 METERS 03007     |
 CY1007| CY0924 HURLEY SMOKESTACK                   APPROX.33.8 KM 0334806.3 |
 CY1007| CC7264 DONALD RM 2                          14.048 METERS 11311     |
 CY1007| CC7262 DONALD AZ MK                                       3352352.6 |
 CY1007|---------------------------------------------------------------------|
 CY1007
 CY1007                          SUPERSEDED SURVEY CONTROL
 CY1007
 CY1007  NAD 83(1992)-  32 26 48.34182(N)    108 19 27.35108(W) AD(       ) 1
 CY1007  NAD 83(1986)-  32 26 48.34187(N)    108 19 27.35160(W) AD(       ) 1
 CY1007  NAD 27      -  32 26 48.04797(N)    108 19 25.17658(W) AD(       ) 1
 CY1007  NGVD 29 (07/19/86) 1696.0    (m)         5564.     (f) VERT ANG       
 CY1007
 CY1007.Superseded values are not recommended for survey control.
 CY1007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1007.See file dsdata.txt to determine how the superseded data were derived.
 CY1007
 CY1007_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYA5154393110(NAD 83)
 CY1007_MARKER: DS = TRIANGULATION STATION DISK
 CY1007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY1007
 CY1007  HISTORY     - Date     Condition        Report By
 CY1007  HISTORY     - 1938     MONUMENTED       CGS
 CY1007
 CY1007                          STATION DESCRIPTION
 CY1007
 CY1007'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 CY1007'ABOUT 8 MILES S BY E OF WHITE SIGNAL.  STATION IS ON THE W
 CY1007'SIDE OF A MEANDERING, GRADED ROAD THAT RUNS FROM WHITE SIGNAL
 CY1007'TO SEPAR.  IT IS ON A LOW ROLLING HILL AND OVERLOOKS ALL
 CY1007'THE COUNTRY TO THE NE AND S.  STATION IS 58 FEET W OF THE
 CY1007'ROAD AND 15 FEET N OF A NW AND SE FENCE LINE.
 CY1007'
 CY1007'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 CY1007'BRONZE DISKS SET IN CONCRETE.
 CY1007'
 CY1007'TO REACH THE STATION FROM SEPAR GO N ON THE SEPAR-WHITE SIGNAL
 CY1007'ROAD FOR 4.2 MILES TO A FORK AT SIGN CLAYTON SIDE CCC CAMP
 CY1007'3 MILES.  HERE TAKE THE RIGHT FORK (THE MAIN-TRAVELED ROAD)
 CY1007'AND CONTINUE ON FOR 5.8 MILES TO A FORK.  THENCE TAKE THE
 CY1007'LEFT FORK (THE MAIN-TRAVELED ROAD) AND GO FOR 4.8 MILES TO
 CY1007'A RED BOARD GATE AT A RANCH TO THE LEFT.  PASS THROUGH THE
 CY1007'GATE AND CONTINUE ON THE MAIN-TRAVELED ROAD FOR 3.7 MILES TO
 CY1007'A GATE AT A RANCH AND SIGN SEPAR-WHITE SIGNAL.  PASS THROUGH
 CY1007'THE GATE AND BEAR LEFT THROUGH THE CORRALS ON THE
 CY1007'MAIN-TRAVELED ROAD FOR 4.4 MILES TO A FENCE LINE AND THE
 CY1007'STATION SITE JUST BEYOND TO THE LEFT OF THE ROAD.
 CY1007'
 CY1007'REFERENCE MARK NO. 1 IS NE OF THE STATION AT ABOUT THE SAME
 CY1007'ELEVATION.  REFERENCE MARK NO. 2 IS ESE OF THE STATION AT
 CY1007'ABOUT THE SAME ELEVATION.
 CY1007'
 CY1007'THE AZIMUTH MARK IS ABOUT 0.5 MILE NNW OF THE STATION AT
 CY1007'ABOUT THE SAME ELEVATION.  IT IS 25 PACES W OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0438 ***********************************************************************
 FN0438  DESIGNATION -  DONG
 FN0438  PID         -  FN0438
 FN0438  STATE/COUNTY-  NM/SAN MIGUEL
 FN0438  USGS QUAD   -  MINESE MESA (1972)
 FN0438
 FN0438                         *CURRENT SURVEY CONTROL
 FN0438  ___________________________________________________________________
 FN0438* NAD 83(1992)-  35 33 39.84486(N)    104 08 25.14980(W)     ADJUSTED  
 FN0438* NAVD 88     -      1419.1    (meters)    4656.     (feet)  VERTCON   
 FN0438  ___________________________________________________________________
 FN0438  LAPLACE CORR-          -2.87  (seconds)                    DEFLEC99
 FN0438  GEOID HEIGHT-         -21.71  (meters)                     GEOID03
 FN0438
 FN0438  HORZ ORDER  -  SECOND
 FN0438
 FN0438.The horizontal coordinates were established by classical geodetic methods
 FN0438.and adjusted by the National Geodetic Survey in December 1993..
 FN0438
 FN0438.The NAVD 88 height was computed by applying the VERTCON shift value to
 FN0438.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FN0438
 FN0438.The Laplace correction was computed from DEFLEC99 derived deflections.
 FN0438
 FN0438.The geoid height was determined by GEOID03.
 FN0438
 FN0438;                    North         East     Units Scale Factor Converg.
 FN0438;SPC NM E     -   505,837.827   182,497.193   MT  0.99991286   +0 06 44.1
 FN0438;SPC NM E     - 1,659,569.60    598,742.87   sFT  0.99991286   +0 06 44.1
 FN0438;UTM  13      - 3,935,606.195   577,908.998   MT  0.99967480   +0 29 60.0
 FN0438
 FN0438!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FN0438!SPC NM E     -   0.99978072  x   0.99991286  =   0.99969360
 FN0438!UTM  13      -   0.99978072  x   0.99967480  =   0.99945559
 FN0438
 FN0438|---------------------------------------------------------------------|
 FN0438| PID    Reference Object                     Distance      Geod. Az  |
 FN0438|                                                           dddmmss.s |
 FN0438| CJ6235 DONG RM 2                             5.249 METERS 24017     |
 FN0438| CJ6233 DONG AZ MK                                         3440041.9 |
 FN0438| CJ6234 DONG RM 1                             5.980 METERS 35106     |
 FN0438|---------------------------------------------------------------------|
 FN0438
 FN0438                          SUPERSEDED SURVEY CONTROL
 FN0438
 FN0438  NAD 83(1986)-  35 33 39.85307(N)    104 08 25.14595(W) AD(       ) 2
 FN0438  NAD 27      -  35 33 39.69170(N)    104 08 23.23610(W) AD(       ) 2
 FN0438  NGVD 29 (07/19/86) 1418.4    (m)         4654.     (f) VERT ANG       
 FN0438
 FN0438.Superseded values are not recommended for survey control.
 FN0438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0438.See file dsdata.txt to determine how the superseded data were derived.
 FN0438
 FN0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEV7790935606(NAD 83)
 FN0438_MARKER: DS = TRIANGULATION STATION DISK
 FN0438_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FN0438
 FN0438  HISTORY     - Date     Condition        Report By
 FN0438  HISTORY     - 1960     MONUMENTED       CGS
 FN0438
 FN0438                          STATION DESCRIPTION
 FN0438
 FN0438'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (HWK)
 FN0438'THE STATION IS APPROXIMATELY 19 MILES SOUTHWEST OF MOSQUERO,
 FN0438'5 MILES EAST OF THE CANADIAN RIVER, 4 MILES NORTHWEST OF
 FN0438'THE BELL RANCH HEADQUARTERS, ON THE WEST SIDE OF A GRADED
 FN0438'ROAD LEADING TO THE HEADQUARTERS OF THE BELL RANCH AND ON
 FN0438'PROPERTY OWNED BY THE BELL RANCH.
 FN0438'
 FN0438'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 FN0438'39 AND 65, 3.75 MILES NORTHWEST OF MOSQUERO, GO WEST ON
 FN0438'HIGHWAY 65 FOR 6.0 MILES TO A SIDE ROAD ON THE RIGHT AT
 FN0438'THE TOP OF A HILL.  CONTINUE WEST DOWNHILL ON HIGHWAY 65
 FN0438'FOR 4.8 MILES TO A ROAD FORK, 0.2 MILE AFTER CROSSING A BRIDGE.
 FN0438'TAKE THE LEFT FORK AND GO SOUTH 0.6 MILE TO A RANCH HOUSE.
 FN0438'(WAGGONER RANCH).  BEAR RIGHT, BETWEEN HOUSE AND CORRALS
 FN0438'AND GO WEST ON THE MAIN ROAD 1.5 MILES TO A ROAD FORK.  TAKE
 FN0438'THE LEFT FORK AND GO SOUTH AND SOUTHWEST ON THE MAIN ROAD
 FN0438'7.8 MILES TO A LOCKED GATE.  (ENTRANCE TO THE BELL RANCH).
 FN0438'CONTINUE SOUTH ON THE MAIN ROAD 0.95 MILE TO A SIDE ROAD
 FN0438'ON THE LEFT AT THE TOP OF A SMALL GRADE.  CONTINUE SOUTH
 FN0438'ON THE MAIN ROAD 0.85 MILE TO A BLADED ROAD ON THE RIGHT.
 FN0438'CONTINUE SOUTH 1.1 MILES TO THE AZIMUTH MARK ON THE RIGHT.
 FN0438'CONTINUE SOUTH ON THE MAIN ROAD 0.25 MILE TO THE STATION
 FN0438'ON THE RIGHT.
 FN0438'
 FN0438'STATION MARKS ARE STANDARD DISKS STAMPED DONG 1960.  THE
 FN0438'SURFACE DISK IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS
 FN0438'4 INCHES.  IT IS 76 FEET WEST OF THE CENTER OF THE GRADED
 FN0438'ROAD, 20 FEET EAST OF A JUNIPER TREE AND 5 FEET NORTH OF A
 FN0438'STANDARD METAL WITNESS POST.  THE UNDERGROUND DISK IS SET
 FN0438'IN AN IRREGULAR MASS OF CONCRETE 16 INCHES BELOW THE SURFACE
 FN0438'OF THE GROUND.
 FN0438'
 FN0438'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED DONG NO 1 1960,
 FN0438'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.
 FN0438'IT IS 75 FEET WEST OF THE CENTER OF THE GRADED ROAD, 28
 FN0438'FEET NORTHEAST OF A JUNIPER TREE AND 24 FEET NORTH OF THE METAL
 FN0438'WITNESS POST.
 FN0438'
 FN0438'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED DONG NO 2 1960,
 FN0438'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.
 FN0438'IT IS 92 FEET WEST OF THE CENTER OF THE GRADED ROAD, 18
 FN0438'FEET WEST OF THE STANDARD METAL WITNESS POST AND 6 FEET
 FN0438'SOUTHEAST OF A JUNIPER TREE.
 FN0438'
 FN0438'AZIMUTH MARK, A STANDARD DISK STAMPED DONG 1960, IS SET IN
 FN0438'A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS 58
 FN0438'FEET WEST OF THE CENTER OF THE GRADED ROAD AND 2 FEET SOUTH
 FN0438'OF A STANDARD METAL WITNESS POST.
 FN0438'
 FN0438'NOTE--REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS1362 ***********************************************************************
 DS1362  DESIGNATION -  DONNA
 DS1362  PID         -  DS1362
 DS1362  STATE/COUNTY-  NM/SOCORRO
 DS1362  USGS QUAD   -  HICKMAN RANCH (1980)
 DS1362
 DS1362                         *CURRENT SURVEY CONTROL
 DS1362  ___________________________________________________________________
 DS1362* NAD 83(1992)-  33 41 21.34463(N)    107 14 27.37117(W)     ADJUSTED  
 DS1362* NAVD 88     -      1721.     (meters)    5646.     (feet)  VERTCON   
 DS1362  ___________________________________________________________________
 DS1362  LAPLACE CORR-          -4.83  (seconds)                    DEFLEC99
 DS1362  GEOID HEIGHT-         -22.48  (meters)                     GEOID03
 DS1362
 DS1362  HORZ ORDER  -  THIRD
 DS1362
 DS1362.The horizontal coordinates were established by classical geodetic methods
 DS1362.and adjusted by the National Geodetic Survey in December 1993..
 DS1362
 DS1362.The NAVD 88 height was computed by applying the VERTCON shift value to
 DS1362.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DS1362
 DS1362.The Laplace correction was computed from DEFLEC99 derived deflections.
 DS1362
 DS1362.The geoid height was determined by GEOID03.
 DS1362
 DS1362;                    North         East     Units Scale Factor Converg.
 DS1362;SPC NM C     -   298,631.120   408,127.963   MT  1.00000402   -0 32 58.9
 DS1362;SPC NM C     -   979,758.93  1,338,999.83   sFT  1.00000402   -0 32 58.9
 DS1362;UTM  13      - 3,729,956.758   292,283.354   MT  1.00013194   -1 14 36.5
 DS1362
 DS1362!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS1362!SPC NM C     -   0.99973345  x   1.00000402  =   0.99973747
 DS1362!UTM  13      -   0.99973345  x   1.00013194  =   0.99986536
 DS1362
 DS1362:                Primary Azimuth Mark                     Grid Az
 DS1362:SPC NM C     -  EATON                                    190 02 43.1
 DS1362:UTM  13      -  EATON                                    190 44 20.7
 DS1362
 DS1362|---------------------------------------------------------------------|
 DS1362| PID    Reference Object                     Distance      Geod. Az  |
 DS1362|                                                           dddmmss.s |
 DS1362| DS1364 EATON                               APPROX. 6.7 KM 1892944.2 |
 DS1362|---------------------------------------------------------------------|
 DS1362
 DS1362                          SUPERSEDED SURVEY CONTROL
 DS1362
 DS1362  NAD 83(1986)-  33 41 21.35258(N)    107 14 27.37467(W) AD(       ) 3
 DS1362  NAD 27      -  33 41 21.11544(N)    107 14 25.24991(W) AD(       ) 3
 DS1362  NGVD 29 (07/19/86) 1720.     (m)         5643.     (f) VERT ANG       
 DS1362
 DS1362.Superseded values are not recommended for survey control.
 DS1362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS1362.See file dsdata.txt to determine how the superseded data were derived.
 DS1362
 DS1362_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBT9228329957(NAD 83)
 DS1362_MARKER: DD = SURVEY DISK
 DS1362_SETTING: 66 = SET IN ROCK OUTCROP
 DS1362_SP_SET: SET IN BEDROCK
 DS1362_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DS1362+STABILITY: POSITION/ELEVATION WELL
 DS1362
 DS1362  HISTORY     - Date     Condition        Report By
 DS1362  HISTORY     - 1958     MONUMENTED       USGS
 DS1362
 DS1362                          STATION DESCRIPTION
 DS1362
 DS1362'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 DS1362'STATION IS LOCATED ON SMALL ROUND TOP APPROXIMATELY 40.0 MI. (AIRLINE)
 DS1362'N. OF TRUTH OR CONSEQUENCES AND APPROXIMATELY 9.0 MI. (AIRLINE) NW.
 DS1362'OF FORT CRAIG STORE.
 DS1362'
 DS1362'STATION IS BEST REACHED BY DRIVING N. FROM TRUTH OR CONSEQUENCES POST
 DS1362'OFFICE ON U.S. HIGHWAY 85 FOR 39.6 MI. TO MAGDALENA ROAD, STATE
 DS1362'HIGHWAY 107.  TURN W. AND DRIVE 6.7 MI. TO SHARP BEND N. AND
 DS1362'INTERSECTION WITH RANCH RD. S.  TURN S. AND FOLLOW MAIN RD. FOR 3.3
 DS1362'MI. TO FORKS.  TAKE RIGHT FORK FOR 0.2 MI. TO WIRE GATE.  GO THROUGH
 DS1362'GATE AND TURN NNW. ACROSS FIELDS TO ROUNDED TOP AND STATION.
 DS1362'
 DS1362'STATION MARK--A STANDARD USGS TABLET CEMENTED IN BEDROCK AND
 DS1362'PROTRUDING 7 IN. ABOVE GROUND.  TABLET IS STAMPED ---DONNA-1958
 DS1362'5644---.
 DS1362'
 DS1362'NO MENTION OF REFERENCE MARKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0924 ***********************************************************************
 DR0924  DESIGNATION -  DOOLIN
 DR0924  PID         -  DR0924
 DR0924  STATE/COUNTY-  NM/LINCOLN
 DR0924  USGS QUAD   -  ELSIE CANYON (1967)
 DR0924
 DR0924                         *CURRENT SURVEY CONTROL
 DR0924  ___________________________________________________________________
 DR0924* NAD 83(1992)-  33 31 44.97354(N)    104 57 44.87706(W)     ADJUSTED  
 DR0924* NAVD 88     -      1438.3    (meters)    4719.     (feet)  VERTCON   
 DR0924  ___________________________________________________________________
 DR0924  LAPLACE CORR-          -5.27  (seconds)                    DEFLEC99
 DR0924  GEOID HEIGHT-         -22.36  (meters)                     GEOID03
 DR0924
 DR0924  HORZ ORDER  -  FIRST
 DR0924
 DR0924.The horizontal coordinates were established by classical geodetic methods
 DR0924.and adjusted by the National Geodetic Survey in December 1993..
 DR0924
 DR0924.The NAVD 88 height was computed by applying the VERTCON shift value to
 DR0924.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DR0924
 DR0924.The Laplace correction was computed from DEFLEC99 derived deflections.
 DR0924
 DR0924.The geoid height was determined by GEOID03.
 DR0924
 DR0924;                    North         East     Units Scale Factor Converg.
 DR0924;SPC NM C     -   281,176.596   619,592.815   MT  1.00007627   +0 42 40.6
 DR0924;SPC NM C     -   922,493.55  2,032,780.76   sFT  1.00007627   +0 42 40.6
 DR0924;SPC NM E     -   280,614.064   106,563.866   MT  0.99995118   -0 20 51.1
 DR0924;SPC NM E     -   920,647.97    349,618.28   sFT  0.99995118   -0 20 51.1
 DR0924;UTM  13      - 3,709,952.724   503,485.204   MT  0.99960015   +0 01 14.6
 DR0924
 DR0924!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR0924!SPC NM C     -   0.99977775  x   1.00007627  =   0.99985401
 DR0924!SPC NM E     -   0.99977775  x   0.99995118  =   0.99972895
 DR0924!UTM  13      -   0.99977775  x   0.99960015  =   0.99937799
 DR0924
 DR0924:                Primary Azimuth Mark                     Grid Az
 DR0924:SPC NM C     -  JUNIPER                                  008 29 50.6
 DR0924:SPC NM E     -  JUNIPER                                  009 33 22.3
 DR0924:UTM  13      -  JUNIPER                                  009 11 16.6
 DR0924
 DR0924|---------------------------------------------------------------------|
 DR0924| PID    Reference Object                     Distance      Geod. Az  |
 DR0924|                                                           dddmmss.s |
 DR0924| DR0923 JUNIPER                             APPROX.10.3 KM 0091231.2 |
 DR0924| CJ6237 DOOLIN RM 1                          49.006 METERS 12713     |
 DR0924| CJ6236 DOOLIN AZ MK                                       1274213.3 |
 DR0924| CJ6238 DOOLIN RM 2                          10.706 METERS 20346     |
 DR0924|---------------------------------------------------------------------|
 DR0924
 DR0924                          SUPERSEDED SURVEY CONTROL
 DR0924
 DR0924  NAD 83(1986)-  33 31 44.97788(N)    104 57 44.87447(W) AD(       ) 1
 DR0924  NAD 27      -  33 31 44.64693(N)    104 57 42.95618(W) AD(       ) 1
 DR0924  NGVD 29 (07/19/86) 1437.7    (m)         4717.     (f) VERT ANG       
 DR0924
 DR0924.Superseded values are not recommended for survey control.
 DR0924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0924.See file dsdata.txt to determine how the superseded data were derived.
 DR0924
 DR0924_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SET0348509953(NAD 83)
 DR0924_MARKER: DS = TRIANGULATION STATION DISK
 DR0924_SETTING: 80 = SET IN A BOULDER
 DR0924_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 DR0924
 DR0924  HISTORY     - Date     Condition        Report By
 DR0924  HISTORY     - 1934     MONUMENTED       CGS
 DR0924  HISTORY     - 1935     GOOD             CGS
 DR0924  HISTORY     - 1967     SEE DESCRIPTION  USGS
 DR0924
 DR0924                          STATION DESCRIPTION
 DR0924
 DR0924'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DR0924'ABOUT 13 MILES EAST-SOUTHEAST OF ARABELA, ABOUT 2 MILES NORTH
 DR0924'OF BLACKWATER RIVER, ABOUT 3/4 MILE SOUTH OF EAST-WEST FENCE,
 DR0924'AND ABOUT 1/4 MILE NORTH OF SOUTH EDGE OF A LONG, FLAT-TOPPED
 DR0924'RIDGE.  TO REACH FROM THE COURTHOUSE IN ROSWELL, GO NORTH 3.3
 DR0924'MILES ON U.S. HIGHWAY 70, GO NORTH ON A GRADED ROAD 0.4
 DR0924'MILE TO CROSS ROADS, TURN LEFT (WEST) AND GO 14.4 MILES TO
 DR0924'A STONE FILLING STATION, CONTINUE 0.5 MILE, LEAVE MAIN ROAD
 DR0924'AND GO SOUTHWESTERLY 3.3 MILES TO A GATE LEADING INTO THE
 DR0924'PORTER RANCH, TURN LEFT AND GO SOUTH 1.9 MILES, TURN SOUTH
 DR0924'ONTO RIGHT FORK AND GO 1.8 MILES, PASS THROUGH GATE IN AN
 DR0924'EAST-WEST FENCE AND GO SOUTH AND WEST 1.0 MILE TO POINT
 DR0924'WHERE THE ROAD TURNS LEFT INTO BLACKWATER CANYON, TURN
 DR0924'RIGHT AND 1.3 MILES ACROSS COUNTRY TO HIGHEST POINT OF
 DR0924'RIDGE AND THE STATION.  THE STATION AND REFERENCE MARKS
 DR0924'ARE STANDARD DISKS SET IN BOULDERS,
 DR0924'AND THE UNDERGROUND AND AZIMUTH MARKS ARE
 DR0924'STANDARD DISKS SET IN BEDROCK.
 DR0924'REFERENCE MARK NO. 1 IS 160.8 FEET (SLOPE) FROM
 DR0924'STATION, AND NO. 2 IS 10.70
 DR0924'METERS (35.1 FEET) (SLOPE) FROM STATION.
 DR0924'THE AZIMUTH MARK IS ON THE WESTERN
 DR0924'SLOPE OF THE SECOND SMALL RIDGE, AND 0.4 MILE FROM
 DR0924'STATION S 52 DEG 18 MIN E.
 DR0924
 DR0924                          STATION RECOVERY (1967)
 DR0924
 DR0924'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967 (FJG)
 DR0924'STATION FOUND AS DESCRIBED.
 DR0924'
 DR0924'REVISED DESCRIPTION--
 DR0924'
 DR0924'STATION IS LOCATED N 70 DEG W, ABOUT 27 MI. (AIRLINE) FROM
 DR0924'THE INTERSECTION OF U.S. HIGHWAYS 380 AND 285 IN ROSWELL, NEW
 DR0924'MEXICO.  S 38 DEG W, ABOUT 34 MI. (AIRLINE) FROM THE JUNCTION
 DR0924'OF U.S. HIGHWAY 285 AND STATE HIGHWAY 20.  ABOUT 1 MI. N
 DR0924'OF BLACKWATER RIVER AND ABOUT 1/4 MI. S OF AN E-W FENCE.
 DR0924'
 DR0924'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 285 AND STATE
 DR0924'HIGHWAY 48, GO W ON STATE HIGHWAY 48 FOR 4.2 MI. TO A Y-FORK,
 DR0924'KEEP RIGHT ON PAVED RD. FOR 13.0 MI. TO A GRADED RD. S,
 DR0924'FOLLOW MAIN RD. FOR 10.9 MI. TO A TRACK RD. RIGHT (JUST
 DR0924'AFTER CROSSING A DRAIN) FOLLOW TRACK RD. FOR 0.7 MI., THENCE
 DR0924'RIGHT ACROSS COUNTRY FOR 0.6 MI. TO TOP OF RIDGE AND STATION.
 DR0924'STATION IS 5.0 FT. N OF A USC AND GS WITNESS SIGN MOUNTED ON
 DR0924'A METAL POST.  THE STATION SITE CAN BE LOCATED FROM THE
 DR0924'ROSWELL (NI 13-8) L--2500,000 SERIES MAP.
 DR0924'
 DR0924'STATION MARK--A USC AND GS BRONZE DISK SET IN A ROCK OUTCROP,
 DR0924'STAMPED DOOLIN 1934.
 DR0924'
 DR0924'REFERENCE MARK NO. 1--A USC AND GS DISK SET IN A ROCK OUTCROP,
 DR0924'STAMPED DOOLIN NO. 1 1934.
 DR0924'
 DR0924'REFERENCE MARK NO. 2--A USC AND GS DISK SET IN A ROCK OUTCROP,
 DR0924'STAMPED DOOLIN NO. 2 1934.
 DR0924'
 DR0924'THE AZIMUTH MARK WAS NOT SEARCHED FOR.  STATION JUNIPER 1934
 DR0924'IS VISIBLE FROM THE GROUND AND WILL SERVE AS THE AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0229 ***********************************************************************
 DS0229  DESIGNATION -  DORA
 DS0229  PID         -  DS0229
 DS0229  STATE/COUNTY-  NM/LINCOLN
 DS0229  USGS QUAD   -  BULL GAP SW (1981)
 DS0229
 DS0229                         *CURRENT SURVEY CONTROL
 DS0229  ___________________________________________________________________
 DS0229* NAD 83(1992)-  33 36 02.18081(N)    106 12 38.39096(W)     ADJUSTED  
 DS0229* NAVD 88     -      1559.014  (meters)    5114.87   (feet)  ADJUSTED  
 DS0229  ___________________________________________________________________
 DS0229  LAPLACE CORR-           2.75  (seconds)                    DEFLEC99
 DS0229  GEOID HEIGHT-         -21.48  (meters)                     GEOID03
 DS0229  DYNAMIC HT  -        1556.753 (meters)    5107.45  (feet)  COMP
 DS0229  MODELED GRAV-     979,131.8   (mgal)                       NAVD 88
 DS0229
 DS0229  HORZ ORDER  -  FIRST
 DS0229  VERT ORDER  -  SECOND    CLASS 0
 DS0229
 DS0229.The horizontal coordinates were established by classical geodetic methods
 DS0229.and adjusted by the National Geodetic Survey in December 1993..
 DS0229
 DS0229.The orthometric height was determined by differential leveling
 DS0229.and adjusted by the National Geodetic Survey in June 1991..
 DS0229
 DS0229.The Laplace correction was computed from DEFLEC99 derived deflections.
 DS0229
 DS0229.The geoid height was determined by GEOID03.
 DS0229
 DS0229.The dynamic height is computed by dividing the NAVD 88
 DS0229.geopotential number by the normal gravity value computed on the
 DS0229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0229.degrees latitude (g = 980.6199 gals.).
 DS0229
 DS0229.The modeled gravity was interpolated from observed gravity values.
 DS0229
 DS0229;                    North         East     Units Scale Factor Converg.
 DS0229;SPC NM C     -   288,358.652   503,650.588   MT  0.99990016   +0 01 18.4
 DS0229;SPC NM C     -   946,056.68  1,652,393.64   sFT  0.99990016   +0 01 18.4
 DS0229;UTM  13      - 3,718,530.171   387,673.998   MT  0.99975555   -0 40 12.2
 DS0229
 DS0229!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS0229!SPC NM C     -   0.99975868  x   0.99990016  =   0.99965886
 DS0229!UTM  13      -   0.99975868  x   0.99975555  =   0.99951429
 DS0229
 DS0229:                Primary Azimuth Mark                     Grid Az
 DS0229:SPC NM C     -  DORA AZ MK                               122 52 19.1
 DS0229:UTM  13      -  DORA AZ MK                               123 33 49.7
 DS0229
 DS0229|---------------------------------------------------------------------|
 DS0229| PID    Reference Object                     Distance      Geod. Az  |
 DS0229|                                                           dddmmss.s |
 DS0229| DS0232 DORA AZ MK                                         1225337.5 |
 DS0229| DS0231 DORA RM 1                             4.222 METERS 17638     |
 DS0229| DS0230 DORA RM 2                             8.427 METERS 28251     |
 DS0229|---------------------------------------------------------------------|
 DS0229
 DS0229                          SUPERSEDED SURVEY CONTROL
 DS0229
 DS0229  NAD 83(1986)-  33 36 02.18768(N)    106 12 38.39353(W) AD(       ) 1
 DS0229  NAD 27      -  33 36 01.91663(N)    106 12 36.39408(W) AD(       ) 1
 DS0229  NGVD 29 (??/??/92) 1558.320  (m)         5112.59   (f) ADJ UNCH    2 0
 DS0229
 DS0229.Superseded values are not recommended for survey control.
 DS0229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0229.See file dsdata.txt to determine how the superseded data were derived.
 DS0229
 DS0229_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT8767418530(NAD 83)
 DS0229_MARKER: DS = TRIANGULATION STATION DISK
 DS0229_SETTING: 66 = SET IN ROCK OUTCROP
 DS0229_SP_SET: OUTCROP
 DS0229_STAMPING: DORA 1966
 DS0229_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DS0229+STABILITY: POSITION/ELEVATION WELL
 DS0229
 DS0229  HISTORY     - Date     Condition        Report By
 DS0229  HISTORY     - 1967     MONUMENTED       CGS
 DS0229  HISTORY     - 1968     GOOD             CGS
 DS0229  HISTORY     - 1969     GOOD             CGS
 DS0229  HISTORY     - 1969     GOOD             NGS
 DS0229
 DS0229                          STATION DESCRIPTION
 DS0229
 DS0229'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (JWC)
 DS0229'THE STATION IS ABOUT 20 MILES WEST OF CARRIZOZO, 12 MILES
 DS0229'SOUTHEAST OF THE NORTH OSCURA RANGE CENTER, 9 MILES WEST OF THE
 DS0229'LINCOLN-SOCORRO COUNTY LINE AND ON A LOW EAST-WEST RIDGE.
 DS0229'
 DS0229'TO REACH THE STATION FROM THE POST OFFICE IN THREE RIVERS, GO
 DS0229'NORTH ON U. S. HIGHWAY 54 FOR 11.2 MILES TO A GRAVELED SIDE ROAD
 DS0229'LEFT AT THE SETTLEMENT OF OSCURO.  TURN LEFT AND GO WESTERLY ON THE
 DS0229'MAIN TRAVELED ROAD FOR 6.3 MILES TO A LOCKED GATE.  PASS THROUGH
 DS0229'THE GATE AND CONTINUE WESTERLY ON THE MAIN TRAVELED ROAD FOR 0.85
 DS0229'TO A GUARD SHACK ON THE RIGHT.  CONTINUE AHEAD, WESTERLY, ON THE
 DS0229'MAIN TRAVELED ROAD FOR 0.65 MILE TO A SIDE ROAD RIGHT.  TURN
 DS0229'RIGHT AND GO NORTH ON ROAD NO. 9 FOR 5.5 MILES TO A SIDE ROAD
 DS0229'LEFT.  CONTINUE AHEAD, NORTHERLY, FOR 1.15 MILES TO THE AZIMUTH
 DS0229'MARK ON THE RIGHT.  CONTINUE AHEAD FOR 0.1 MILE TO A LOW EAST-WEST
 DS0229'RIDGE.  TURN LEFT, LEAVING THE ROAD, AND GO WESTERLY ON THE
 DS0229'RIDGE FOR 0.2 MILE TO THE STATION NEAR THE WEST END OF THE RIDGE.
 DS0229'
 DS0229'THE STATION MARK IS A STANDARD DISK STAMPED DORA 1966, CEMENTED IN A
 DS0229'DRILL HOLE IN A LONG MASS OF ROCK OUTCROP THAT PROJECTS 2 INCHES
 DS0229'ABOVE THE GROUND, NEAR THE WEST END OF THE RIDGE.
 DS0229'
 DS0229'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED DORA NO 1 1966, CEMENTED
 DS0229'IN A DRILL HOLE IN 1 X 1 FOOT ROCK OUTCROP THAT IS FLUSH WITH THE
 DS0229'GROUND.  IT IS ON THE SOUTH SIDE OF THE RIDGE AND ABOUT 1 FOOT
 DS0229'LOWER IN ELEVATION THAN THE STATION.
 DS0229'
 DS0229'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED DORA NO 2 1966,
 DS0229'CEMENTED IN A DRILL HOLE IN 1 X 6 FOOT ROCK OUTCROP THAT IS FLUSH
 DS0229'WITH THE GROUND.  IT IS ON THE NORTH SIDE OF THE RIDGE AND ABOUT THE
 DS0229'SAME ELEVATION AS THE STATION.
 DS0229'
 DS0229'AZIMUTH MARK IS A STANDARD DISK, STAMPED DORA 1966, CEMENTED IN A
 DS0229'DRILL HOLE AT THE NORTHWEST END OF A LONG NARROW ROCK OUTCROP.  IT
 DS0229'IS 130 FEET EAST OF THE CENTERLINE OF ROAD NO. 9, 3 FEET SOUTHEAST
 DS0229'OF A WITNESS POST AND ABOUT 10 FEET HIGHER THAN ROAD NO. 9.
 DS0229
 DS0229                          STATION RECOVERY (1968)
 DS0229
 DS0229'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JBJ)
 DS0229'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK
 DS0229'WERE RECOVERED AS PREVIOUSLY DESCRIBED IN 1967 BY J.W. CARPENTER.
 DS0229'
 DS0229'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--20 MILES WEST
 DS0229'OF CARRIZOZO.
 DS0229
 DS0229                          STATION RECOVERY (1969)
 DS0229
 DS0229'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JGC)
 DS0229'THE STATION MARK, STAMPED DORA 1966, IS ABOUT 7.75 MILES
 DS0229'NORTHWEST ALONG WHITE SANDS MISSILE RANGE ROUTE 12 FROM THE STORE
 DS0229'AT OSCURO, THENCE 6.85 MILES NORTHWEST ALONG WHITE SANDS MISSILE
 DS0229'RANGE ROUTE 9, THENCE 0.2 MILE WEST CROSS-COUNTRY TO THE WEST END
 DS0229'OF A RIDGE, SET IN THE TOP OF A ROCK OUTCROP, 13.9 FEET NORTH OF
 DS0229'RM 1, 27.7 FEET EAST OF RM 2, AND ABOUT 4 INCHES ABOVE THE
 DS0229'SURFACE OF THE GROUND.
 DS0229'
 DS0229'RM 1, STAMPED DORA NO 1 1966, IS 13.9 FEET SOUTH OF THE STATION
 DS0229'MARK, AND SET IN THE TOP OF A ROCK OUTCROP WHICH IS LEVEL WITH THE
 DS0229'SURFACE OF THE GROUND.
 DS0229'
 DS0229'RM 2, STAMPED DORA NO 2 1966, IS 27.7 FEET WEST OF THE STATION MARK,
 DS0229'AND SET IN THE TOP OF A ROCK OUTCROP WHICH IS LEVEL WITH THE
 DS0229'SURFACE OF THE GROUND.
 DS0229'
 DS0229'THE AZIMUTH MARK, STAMPED DORA 1966, IS ABOUT 0.2 MILE EAST
 DS0229'CROSS-COUNTRY FROM THE STATION MARK, THENCE 0.1 MILE SOUTHEAST ALONG
 DS0229'WHITE SANDS MISSILE RANGE ROUTE 9, 128 FEET NORTHEAST OF THE CENTER
 DS0229'LINE OF THE ROUTE, SET IN THE TOP OF A ROCK OUTCROP, 3.0 FEET
 DS0229'SOUTHEAST OF A METAL WITNESS POST AND ABOUT 16 FEET ABOVE THE
 DS0229'LEVEL OF THE ROUTE.
 DS0229'
 DS0229'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--14.8 MILES
 DS0229'NORTHWEST.
 DS0229
 DS0229                          STATION RECOVERY (1969)
 DS0229
 DS0229'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 DS0229'14.8 MI NW FROM OSCURO.
 DS0229'ABOUT 7.75 MILES NORTHWEST ALONG WHITE SANDS MISSILE RANGE ROUTE 12
 DS0229'FROM THE STORE AT OSCURO, THENCE 6.85 MILES NORTHWEST ALONG WHITE
 DS0229'SANDS MISSILE RANGE ROUTE 9, THENCE 0.2 MILE WEST CROSS-COUNTRY TO THE
 DS0229'WEST END OF A RIDGE, SET IN THE TOP OF A ROCK OUTCROP, 13.9 FEET NORTH
 DS0229'OF DORA RM 1, 27.7 FEET EAST OF DORA RM 2, AND ABOUT 4 INCHES ABOVE
 DS0229'THE SURFACE OF THE GROUND.  SEC 21, T 8S, R 7E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1445 ***********************************************************************
 GL1445  DESIGNATION -  DORA
 GL1445  PID         -  GL1445
 GL1445  STATE/COUNTY-  NM/UNION
 GL1445  USGS QUAD   -  MOUNT DORA (1972)
 GL1445
 GL1445                         *CURRENT SURVEY CONTROL
 GL1445  ___________________________________________________________________
 GL1445* NAD 83(1992)-  36 32 35.65197(N)    103 27 30.71501(W)     ADJUSTED  
 GL1445* NAVD 88     -      1918.0    (meters)    6293.     (feet)  VERTCON   
 GL1445  ___________________________________________________________________
 GL1445  LAPLACE CORR-          -7.10  (seconds)                    DEFLEC99
 GL1445  GEOID HEIGHT-         -20.77  (meters)                     GEOID03
 GL1445
 GL1445  HORZ ORDER  -  FIRST
 GL1445
 GL1445.The horizontal coordinates were established by classical geodetic methods
 GL1445.and adjusted by the National Geodetic Survey in December 1993..
 GL1445
 GL1445.The NAVD 88 height was computed by applying the VERTCON shift value to
 GL1445.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GL1445
 GL1445.The Laplace correction was computed from DEFLEC99 derived deflections.
 GL1445
 GL1445.The geoid height was determined by GEOID03.
 GL1445
 GL1445;                    North         East     Units Scale Factor Converg.
 GL1445;SPC NM E     -   615,148.234   243,324.596   MT  0.99998465   +0 31 15.3
 GL1445;SPC NM E     - 2,018,198.83    798,307.45   sFT  0.99998465   +0 31 15.3
 GL1445;UTM  13      - 4,045,309.358   637,974.677   MT  0.99983454   +0 55 04.7
 GL1445
 GL1445!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GL1445!SPC NM E     -   0.99970233  x   0.99998465  =   0.99968698
 GL1445!UTM  13      -   0.99970233  x   0.99983454  =   0.99953692
 GL1445
 GL1445|---------------------------------------------------------------------|
 GL1445| PID    Reference Object                     Distance      Geod. Az  |
 GL1445|                                                           dddmmss.s |
 GL1445| CM7962 DORA RM 2                             8.437 METERS 09428     |
 GL1445| CM7960 DORA AZ MK                                         1171525.4 |
 GL1445| GL1508 GRENVILLE SCHOOLHOUSE CHIMNEY       APPROX.15.4 KM 2910026.4 |
 GL1445| CM7961 DORA RM 1                            14.715 METERS 34345     |
 GL1445|---------------------------------------------------------------------|
 GL1445
 GL1445                          SUPERSEDED SURVEY CONTROL
 GL1445
 GL1445  NAD 83(1986)-  36 32 35.66142(N)    103 27 30.71144(W) AD(       ) 1
 GL1445  NAD 27      -  36 32 35.57040(N)    103 27 28.89040(W) AD(       ) 1
 GL1445  NGVD 29 (07/19/86) 1917.2    (m)         6290.     (f) VERT ANG       
 GL1445
 GL1445.Superseded values are not recommended for survey control.
 GL1445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1445.See file dsdata.txt to determine how the superseded data were derived.
 GL1445
 GL1445_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA3797545309(NAD 83)
 GL1445_MARKER: DS = TRIANGULATION STATION DISK
 GL1445_SETTING: 66 = SET IN ROCK OUTCROP
 GL1445
 GL1445  HISTORY     - Date     Condition        Report By
 GL1445  HISTORY     - 1922     MONUMENTED       CGS
 GL1445  HISTORY     - 1935     GOOD             CGS
 GL1445  HISTORY     - 1945     GOOD             CGS
 GL1445  HISTORY     - 1960     GOOD             CGS
 GL1445
 GL1445                          STATION DESCRIPTION
 GL1445
 GL1445'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GL1445'STATION IS ABOUT 2-1/2 MILES NE OF THE TOWN OF MOUNT DORA, ON THE
 GL1445'HIGHEST POINT OF MOUNT DORA, A GRASSY HILL COVERED WITH LAVA
 GL1445'AND ROCK, AND NEAR THE W END OF THE ROCKY RIDGE.
 GL1445'ELEVATION--1.917.2 METERS (6,290 FEET).
 GL1445'
 GL1445'STATION AND REFERENCE MARKS ARE BRONZE DISKS SET IN ROCK.
 GL1445'
 GL1445'REFERENCE MARK 1 IS 14.825 METERS (48.64 FEET) (SLOPE DISTANCE)
 GL1445'FROM THE STATION.
 GL1445'
 GL1445'REFERENCE MARK 2 IS 8.644 METERS (28.36 FEET) (SLOPE DISTANCE)
 GL1445'FROM STATION.
 GL1445'
 GL1445'STATION PITS MAY BE USED AS AN AZIMUTH MARK.
 GL1445
 GL1445                          STATION RECOVERY (1945)
 GL1445
 GL1445'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (CAE)
 GL1445'THE ORIGINAL DESCRIPTION OF THE STATION SEEMS QUITE ADEQUATE.
 GL1445'
 GL1445'TO REACH THE STATION FROM THE RAILROAD STATION AND WATER TANK
 GL1445'IN THE TOWN OF MOUNT DORA, CROSS THE TRACKS AND TURN RIGHT (E)
 GL1445'ALONG THE N SIDE OF THE TRACKS FOR 0.6 MILE TO A WIRE GATE.  PASS
 GL1445'THROUGH GATE AND CONTINUE E FOR 0.5 MILE TO ANOTHER GATE.  PASS
 GL1445'THROUGH GATE AND TURN LEFT (N) FOLLOWING THE FENCE LINE FOR
 GL1445'0.8 MILE TO A T-FENCE INTERSECTION AND GATE.  PASS THROUGH GATE
 GL1445'AND TURN RIGHT (E) FOR 0.1 MILE TO A FORK IN ROAD.  HERE TAKE
 GL1445'THE LEFT FORK HEADING NE AWAY FROM THE FENCE LINE FOR 2.0 MILES
 GL1445'TO THE STATION.
 GL1445'
 GL1445'STATION IS 2-1/2 MILES NE OF MOUNT DORA.  IT IS MARKED BY A
 GL1445'BRONZE STATION DISK SET IN BEDROCK PROJECTING ABOUT 5 INCHES.
 GL1445'IT IS 12 FEET ENE OF THE HIGHEST POINT OF THE MOUNTAIN.  DISK IS
 GL1445'STAMPED DORA 1922.
 GL1445'
 GL1445'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN BEDROCK FLUSH
 GL1445'WITH THE GROUND.  IT IS LOCATED NNW OF THE STATION AND ABOUT
 GL1445'6-1/2 FEET LOWER.  DISK IS STAMPED DORA NO 1 1922.
 GL1445'
 GL1445'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN BEDROCK FLUSH
 GL1445'WITH THE GROUND.  IT IS LOCATED E OF THE STATION AND ABOUT 6-1/2
 GL1445'FEET LOWER.  DISK IS STAMPED DORA NO 2 1922.
 GL1445'
 GL1445'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN BEDROCK PROJECTING
 GL1445'ABOUT 3 INCHES.  IT IS 3 FEET SW OF A 5-FOOT CAIRN AND IS ABOUT
 GL1445'1/2 MILE ESE OF THE STATION.  DISK IS STAMPED DORA 1945.
 GL1445'
 GL1445'NOTE--THE DISCREPANCY BETWEEN PUBLISHED AND LISTED DISTANCES
 GL1445'TO THE REFERENCE MARKS IS BELIEVED TO BE DUE TO THE FACT THAT
 GL1445'HORIZONTAL RATHER THAN SLOPE DISTANCES WERE MEASURED IN 1945.
 GL1445
 GL1445                          STATION RECOVERY (1960)
 GL1445
 GL1445'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HWK)
 GL1445'ALL MARKS WERE RECOVERED IN GOOD CONDITION AND THE DISTANCES AND
 GL1445'DIRECTIONS WERE VERIFIED.
 GL1445'
 GL1445'THE FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 GL1445'
 GL1445'THE STATION IS APPROXIMATELY 2-1/2 MILES NORTHEAST OF MT. DORA,
 GL1445'ON THE HIGHEST PART OF A HILL KNOWN AS MOUNT DORA WHICH IS A
 GL1445'GRASSY HILL COVERED WITH LAVA AND ROCK, AND IS ON THE WEST END OF
 GL1445'THE ROCKY RIDGE.  IT IS IN SECTION 30, R 33 E, T 27 N, AND IS
 GL1445'ON PROPERTY OWNED BY MR. JIM KIMBELL.
 GL1445'
 GL1445'TO REACH THE STATION FROM THE SOUTH SIDE OF THE RAILROAD DEPOT
 GL1445'IN MT. DORA, GO NORTHEAST ACROSS TRACKS, TURN RIGHT AND GO
 GL1445'SOUTHEAST ON A TRACK ROAD FOR 0.5 MILE TO A WIRE GATE.  PASS
 GL1445'THROUGH THE GATE AND GO SOUTHEASTERLY ON THE TRACK ROAD FOR 0.4
 GL1445'MILE TO A ROAD FORK.  TURN LEFT, LEAVE TRACK ROADS, AND GO
 GL1445'NORTHERLY ACROSS PASTURE FOR 0.2 MILE TO A FENCE CORNER NEAR A
 GL1445'CATTLE WINDBREAK.  CONTINUE NORTH ALONG THE EAST SIDE OF A
 GL1445'FENCE ON A TRACK ROAD FOR 0.5 MILE TO A WIRE GATE AND A FENCE
 GL1445'CORNER.  PASS THROUGH THE GATE, TURN RIGHT, EAST, ALONG FENCE
 GL1445'ON THE TRACK ROAD FOR 0.1 MILE AND THEN BEAR LEFT AWAY FROM THE
 GL1445'FENCE ON THE TRACK ROAD AND GO NORTHEASTERLY FOR 1.35 MILES TO
 GL1445'A WIRE GATE ON THE RIGHT.  CONTINUE ON TRACK ROAD, BEARING LEFT
 GL1445'AROUND HILL, AND GO WEST FOR 0.25 MILE TO A SADDLE AND THEN TURN
 GL1445'RIGHT, UPHILL, FOR 0.1 MILE TO THE TOP OF THE HILL AND THE
 GL1445'STATION.
 GL1445'
 GL1445'THE STATION MARK IS A STANDARD DISK STAMPED DORA 1922 AND IS
 GL1445'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH PROJECTS 4
 GL1445'INCHES.  IT IS 8 FEET NORTHEAST OF A METAL WITNESS POST.
 GL1445'
 GL1445'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED DORA NO. 1 1922,
 GL1445'IS CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH PROJECTS
 GL1445'4 INCHES.  IT IS APPROXIMATELY 7 FEET LOWER IN ELEVATION THAN
 GL1445'THE STATION.
 GL1445'
 GL1445'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED DORA NO. 2 1922,
 GL1445'IS CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH PROJECTS
 GL1445'4 INCHES.  IT IS APPROXIMATELY 7 FEET LOWER IN ELEVATION THAN THE
 GL1445'STATION.
 GL1445'
 GL1445'AZIMUTH MARK, A STANDARD DISK STAMPED DORA 1945, IS CEMENTED IN A
 GL1445'DRILL HOLE IN OUTCROPPING BEDROCK WHICH IS FLUSH WITH THE SURFACE
 GL1445'OF THE GROUND.  IT IS 8.5 FEET SOUTHEAST OF A ROCK CAIRN.
 GL1445'
 GL1445'TO REACH THE AZIMUTH MARK FROM THE LAST GATE MENTIONED IN THE
 GL1445'DESCRIPTION, GO THROUGH GATE AND CONTINUE EAST ACROSS PASTURE FOR
 GL1445'0.15 MILE TO THE END OF TRUCK TRAVEL.  THEN PACK EASTERLY ACROSS
 GL1445'THE TOP OF THE HILL TO THE EAST SIDE OF THE RIDGE AND THE
 GL1445'AZIMUTH MARK.
 GL1445'
 GL1445'NOTE--REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0232 ***********************************************************************
 DS0232  DESIGNATION -  DORA AZ MK
 DS0232  PID         -  DS0232
 DS0232  STATE/COUNTY-  NM/LINCOLN
 DS0232  USGS QUAD   -  BULL GAP SW (1981)
 DS0232
 DS0232                         *CURRENT SURVEY CONTROL
 DS0232  ___________________________________________________________________
 DS0232* NAD 83(1986)-  33 35 55.     (N)    106 12 23.     (W)     SCALED    
 DS0232* NAVD 88     -      1539.377  (meters)    5050.44   (feet)  ADJUSTED  
 DS0232  ___________________________________________________________________
 DS0232  GEOID HEIGHT-         -21.48  (meters)                     GEOID03
 DS0232  DYNAMIC HT  -        1537.146 (meters)    5043.12  (feet)  COMP
 DS0232  MODELED GRAV-     979,133.3   (mgal)                       NAVD 88
 DS0232
 DS0232  VERT ORDER  -  SECOND    CLASS 0
 DS0232
 DS0232.The horizontal coordinates were scaled from a topographic map and have
 DS0232.an estimated accuracy of +/- 6 seconds.
 DS0232
 DS0232.The orthometric height was determined by differential leveling
 DS0232.and adjusted by the National Geodetic Survey in June 1991..
 DS0232
 DS0232.The geoid height was determined by GEOID03.
 DS0232
 DS0232.The dynamic height is computed by dividing the NAVD 88
 DS0232.geopotential number by the normal gravity value computed on the
 DS0232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0232.degrees latitude (g = 980.6199 gals.).
 DS0232
 DS0232.The modeled gravity was interpolated from observed gravity values.
 DS0232
 DS0232;                    North         East    Units  Estimated Accuracy
 DS0232;SPC NM C     -   288,140.      504,050.      MT  (+/- 180 meters Scaled)
 DS0232
 DS0232                          SUPERSEDED SURVEY CONTROL
 DS0232
 DS0232  NGVD 29 (??/??/92) 1538.683  (m)         5048.16   (f) ADJ UNCH    2 0
 DS0232
 DS0232.Superseded values are not recommended for survey control.
 DS0232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0232.See file dsdata.txt to determine how the superseded data were derived.
 DS0232
 DS0232_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT880183(NAD 83)
 DS0232_MARKER: DZ = AZIMUTH MARK DISK
 DS0232_SETTING: 66 = SET IN ROCK OUTCROP
 DS0232_SP_SET: OUTCROP
 DS0232_STAMPING: DORA 1966
 DS0232_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DS0232+STABILITY: POSITION/ELEVATION WELL
 DS0232
 DS0232  HISTORY     - Date     Condition        Report By
 DS0232  HISTORY     - 1966     MONUMENTED       CGS
 DS0232  HISTORY     - 1969     GOOD             NGS
 DS0232
 DS0232                          STATION DESCRIPTION
 DS0232
 DS0232'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 DS0232'14.5 MI NW FROM OSCURO.
 DS0232'ABOUT 7.75 MILES NORTHWEST ALONG WHITE SANDS MISSILE RANGE ROUTE 12
 DS0232'FROM THE STORE AT OSCURO, THENCE 6.75 MILES NORTHWEST ALONG WHITE
 DS0232'SANDS MISSILE RANGE ROUTE 9, 128 FEET NORTHEAST OF THE CENTER LINE OF
 DS0232'THE ROUTE, SET IN THE TOP OF A ROCK OUTCROP, 3.0 FEET SOUTHEAST OF A
 DS0232'METAL WITNESS POST, AND ABOUT 16 FEET ABOVE THE LEVEL OF THE ROUTE.
 DS0232'SEC 22, T 8S, R 7E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0231 ***********************************************************************
 DS0231  DESIGNATION -  DORA RM 1
 DS0231  PID         -  DS0231
 DS0231  STATE/COUNTY-  NM/LINCOLN
 DS0231  USGS QUAD   -  BULL GAP SW (1981)
 DS0231
 DS0231                         *CURRENT SURVEY CONTROL
 DS0231  ___________________________________________________________________
 DS0231* NAD 83(1986)-  33 36 01.     (N)    106 12 37.     (W)     SCALED    
 DS0231* NAVD 88     -      1558.695  (meters)    5113.82   (feet)  ADJUSTED  
 DS0231  ___________________________________________________________________
 DS0231  GEOID HEIGHT-         -21.49  (meters)                     GEOID03
 DS0231  DYNAMIC HT  -        1556.435 (meters)    5106.40  (feet)  COMP
 DS0231  MODELED GRAV-     979,132.0   (mgal)                       NAVD 88
 DS0231
 DS0231  VERT ORDER  -  SECOND    CLASS 0
 DS0231
 DS0231.The horizontal coordinates were scaled from a topographic map and have
 DS0231.an estimated accuracy of +/- 6 seconds.
 DS0231
 DS0231.The orthometric height was determined by differential leveling
 DS0231.and adjusted by the National Geodetic Survey in June 1991..
 DS0231
 DS0231.The geoid height was determined by GEOID03.
 DS0231
 DS0231.The dynamic height is computed by dividing the NAVD 88
 DS0231.geopotential number by the normal gravity value computed on the
 DS0231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0231.degrees latitude (g = 980.6199 gals.).
 DS0231
 DS0231.The modeled gravity was interpolated from observed gravity values.
 DS0231
 DS0231;                    North         East    Units  Estimated Accuracy
 DS0231;SPC NM C     -   288,320.      503,690.      MT  (+/- 180 meters Scaled)
 DS0231
 DS0231                          SUPERSEDED SURVEY CONTROL
 DS0231
 DS0231  NGVD 29 (??/??/92) 1558.002  (m)         5111.54   (f) ADJ UNCH    2 0
 DS0231
 DS0231.Superseded values are not recommended for survey control.
 DS0231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0231.See file dsdata.txt to determine how the superseded data were derived.
 DS0231
 DS0231_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT877184(NAD 83)
 DS0231_MARKER: DB = BENCH MARK DISK
 DS0231_SETTING: 66 = SET IN ROCK OUTCROP
 DS0231_SP_SET: OUTCROP
 DS0231_STAMPING: DORA NO 1 1966
 DS0231_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DS0231+STABILITY: POSITION/ELEVATION WELL
 DS0231
 DS0231  HISTORY     - Date     Condition        Report By
 DS0231  HISTORY     - 1966     MONUMENTED       CGS
 DS0231  HISTORY     - 1969     GOOD             NGS
 DS0231
 DS0231                          STATION DESCRIPTION
 DS0231
 DS0231'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 DS0231'14.8 MI NW FROM OSCURO.
 DS0231'ABOUT 7.75 MILES NORTHWEST ALONG WHITE SANDS MISSILE RANGE ROUTE 12
 DS0231'FROM THE STORE AT OSCURO, THENCE 6.85 MILES NORTHWEST ALONG WHITE
 DS0231'SANDS MISSILE RANGE ROUTE 9, THENCE 0.2 MILE WEST CROSS-COUNTRY TO THE
 DS0231'WEST END OF A RIDGE, SET IN THE TOP OF A ROCK OUTCROP WHICH IS LEVEL
 DS0231'WITH THE SURFACE OF THE GROUND, AND 13.9 FEET SOUTH OF TRIANGULATION
 DS0231'STATION DORA 1966.  SEC 21, T 8S, R 7E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0230 ***********************************************************************
 DS0230  DESIGNATION -  DORA RM 2
 DS0230  PID         -  DS0230
 DS0230  STATE/COUNTY-  NM/LINCOLN
 DS0230  USGS QUAD   -  BULL GAP SW (1981)
 DS0230
 DS0230                         *CURRENT SURVEY CONTROL
 DS0230  ___________________________________________________________________
 DS0230* NAD 83(1986)-  33 36 01.     (N)    106 12 37.     (W)     SCALED    
 DS0230* NAVD 88     -      1559.015  (meters)    5114.87   (feet)  ADJUSTED  
 DS0230  ___________________________________________________________________
 DS0230  GEOID HEIGHT-         -21.49  (meters)                     GEOID03
 DS0230  DYNAMIC HT  -        1556.754 (meters)    5107.45  (feet)  COMP
 DS0230  MODELED GRAV-     979,132.0   (mgal)                       NAVD 88
 DS0230
 DS0230  VERT ORDER  -  SECOND    CLASS 0
 DS0230
 DS0230.The horizontal coordinates were scaled from a topographic map and have
 DS0230.an estimated accuracy of +/- 6 seconds.
 DS0230
 DS0230.The orthometric height was determined by differential leveling
 DS0230.and adjusted by the National Geodetic Survey in June 1991..
 DS0230
 DS0230.The geoid height was determined by GEOID03.
 DS0230
 DS0230.The dynamic height is computed by dividing the NAVD 88
 DS0230.geopotential number by the normal gravity value computed on the
 DS0230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0230.degrees latitude (g = 980.6199 gals.).
 DS0230
 DS0230.The modeled gravity was interpolated from observed gravity values.
 DS0230
 DS0230;                    North         East    Units  Estimated Accuracy
 DS0230;SPC NM C     -   288,320.      503,690.      MT  (+/- 180 meters Scaled)
 DS0230
 DS0230                          SUPERSEDED SURVEY CONTROL
 DS0230
 DS0230  NGVD 29 (??/??/92) 1558.322  (m)         5112.59   (f) ADJ UNCH    2 0
 DS0230
 DS0230.Superseded values are not recommended for survey control.
 DS0230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0230.See file dsdata.txt to determine how the superseded data were derived.
 DS0230
 DS0230_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT877184(NAD 83)
 DS0230_MARKER: DB = BENCH MARK DISK
 DS0230_SETTING: 66 = SET IN ROCK OUTCROP
 DS0230_SP_SET: OUTCROP
 DS0230_STAMPING: DORA NO 2 1966
 DS0230_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DS0230+STABILITY: POSITION/ELEVATION WELL
 DS0230
 DS0230  HISTORY     - Date     Condition        Report By
 DS0230  HISTORY     - 1966     MONUMENTED       CGS
 DS0230  HISTORY     - 1969     GOOD             NGS
 DS0230
 DS0230                          STATION DESCRIPTION
 DS0230
 DS0230'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 DS0230'14.8 MI NW FROM OSCURO.
 DS0230'ABOUT 7.75 MILES NORTHWEST ALONG WHITE SANDS MISSILE RANGE ROUTE 12
 DS0230'FROM THE STORE AT OSCURO, THENCE 6.85 MILES NORTHWEST ALONG WHITE
 DS0230'SANDS MISSILE RANGE ROUTE 9, THENCE 0.2 MILE WEST CROSS-COUNTRY TO THE
 DS0230'WEST END OF A RIDGE, SET IN THE TOP OF A ROCK OUTCROP WHICH IS LEVEL
 DS0230'WITH THE SURFACE OF THE GROUND, AND 27.7 FEET WEST OF TRIANGULATION
 DS0230'STATION DORA 1966.  SEC 21, T 8S, R 7E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0763 ***********************************************************************
 DQ0763  DESIGNATION -  DORA WATER TANK
 DQ0763  PID         -  DQ0763
 DQ0763  STATE/COUNTY-  NM/ROOSEVELT
 DQ0763  USGS QUAD   -  DORA (1984)
 DQ0763
 DQ0763                         *CURRENT SURVEY CONTROL
 DQ0763  ___________________________________________________________________
 DQ0763* NAD 83(1992)-  33 56 15.49295(N)    103 20 13.21544(W)     ADJUSTED  
 DQ0763* NAVD 88     -                                                        
 DQ0763  ___________________________________________________________________
 DQ0763  LAPLACE CORR-          -0.17  (seconds)                    DEFLEC99
 DQ0763  GEOID HEIGHT-         -22.61  (meters)                     GEOID03
 DQ0763
 DQ0763  HORZ ORDER  -  THIRD
 DQ0763
 DQ0763.The horizontal coordinates were established by classical geodetic methods
 DQ0763.and adjusted by the National Geodetic Survey in December 1993..
 DQ0763
 DQ0763
 DQ0763.The Laplace correction was computed from DEFLEC99 derived deflections.
 DQ0763
 DQ0763.The geoid height was determined by GEOID03.
 DQ0763
 DQ0763;                    North         East     Units Scale Factor Converg.
 DQ0763;SPC NM E     -   326,187.199   257,106.245   MT  1.00001364   +0 33 22.6
 DQ0763;SPC NM E     - 1,070,165.84    843,522.74   sFT  1.00001364   +0 33 22.6
 DQ0763;UTM  13      - 3,756,486.779   653,694.381   MT  0.99989120   +0 55 43.0
 DQ0763
 DQ0763                          SUPERSEDED SURVEY CONTROL
 DQ0763
 DQ0763  NAD 83(1986)-  33 56 15.50038(N)    103 20 13.20974(W) AD(       ) 4
 DQ0763  NAD 27      -  33 56 15.19226(N)    103 20 11.38320(W) AD(       ) 3
 DQ0763
 DQ0763.Superseded values are not recommended for survey control.
 DQ0763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0763.See file dsdata.txt to determine how the superseded data were derived.
 DQ0763
 DQ0763_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFT5369456487(NAD 83)
 DQ0763_MARKER: 53 = ELEVATED TANK
 DQ0763
 DQ0763  HISTORY     - Date     Condition        Report By
 DQ0763  HISTORY     - 1972     FIRST OBSERVED   NGS
 DQ0763
 DQ0763                          STATION DESCRIPTION
 DQ0763
 DQ0763'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 DQ0763'IN THE SOUTHWEST CORNER OF THE INTERSECTION OF STATE HIGHWAYS 18 AND
 DQ0763'116 IN DORA, A SMALL CYLINDRICAL STEEL TANK WITH A SLIGHTLY CONICAL
 DQ0763'TOP, SET ON THE TOP OF A 4-LEGGED STEEL STRUCTURE, APPROXIMATELY 65
 DQ0763'FEET IN HEIGHT OVERALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0954 ***********************************************************************
 CY0954  DESIGNATION -  DORSEY
 CY0954  PID         -  CY0954
 CY0954  STATE/COUNTY-  NM/GRANT
 CY0954  USGS QUAD   -  READING MOUNTAIN (1992)
 CY0954
 CY0954                         *CURRENT SURVEY CONTROL
 CY0954  ___________________________________________________________________
 CY0954* NAD 83(1992)-  32 58 57.47908(N)    108 20 35.13811(W)     ADJUSTED  
 CY0954* NAVD 88     -      2284.     (meters)    7493.     (feet)  SCALED    
 CY0954  ___________________________________________________________________
 CY0954  LAPLACE CORR-           6.50  (seconds)                    DEFLEC99
 CY0954  GEOID HEIGHT-         -23.60  (meters)                     GEOID03
 CY0954
 CY0954  HORZ ORDER  -  THIRD
 CY0954
 CY0954.The horizontal coordinates were established by classical geodetic methods
 CY0954.and adjusted by the National Geodetic Survey in December 1993..
 CY0954
 CY0954.The orthometric height was scaled from a topographic map.
 CY0954
 CY0954.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY0954
 CY0954.The geoid height was determined by GEOID03.
 CY0954
 CY0954;                    North         East     Units Scale Factor Converg.
 CY0954;SPC NM W     -   219,944.715   782,355.616   MT  0.99994465   -0 16 39.0
 CY0954;SPC NM W     -   721,601.95  2,566,778.38   sFT  0.99994465   -0 16 39.0
 CY0954;UTM  12      - 3,652,496.842   748,282.231   MT  1.00036014   +1 26 49.6
 CY0954
 CY0954!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY0954!SPC NM W     -   0.99964525  x   0.99994465  =   0.99958991
 CY0954!UTM  12      -   0.99964525  x   1.00036014  =   1.00000526
 CY0954
 CY0954:                Primary Azimuth Mark                     Grid Az
 CY0954:SPC NM W     -  TELEPHONE                                257 54 58.9
 CY0954:UTM  12      -  TELEPHONE                                256 11 30.3
 CY0954
 CY0954|---------------------------------------------------------------------|
 CY0954| PID    Reference Object                     Distance      Geod. Az  |
 CY0954|                                                           dddmmss.s |
 CY0954| CY1068 TELEPHONE                           APPROX.15.8 KM 2573819.9 |
 CY0954|---------------------------------------------------------------------|
 CY0954
 CY0954                          SUPERSEDED SURVEY CONTROL
 CY0954
 CY0954  NAD 83(1992)-  32 58 57.47831(N)    108 20 35.13557(W) AD(       ) 3
 CY0954  NAD 83(1986)-  32 58 57.47597(N)    108 20 35.13816(W) AD(       ) 3
 CY0954  NAD 27      -  32 58 57.23164(N)    108 20 32.95731(W) AD(       ) 3
 CY0954
 CY0954.Superseded values are not recommended for survey control.
 CY0954.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0954.See file dsdata.txt to determine how the superseded data were derived.
 CY0954
 CY0954_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYB4828252497(NAD 83)
 CY0954_MARKER: DD = SURVEY DISK
 CY0954_SETTING: 66 = SET IN ROCK OUTCROP
 CY0954_SP_SET: SET IN A ROCK LEDGE
 CY0954_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CY0954+STABILITY: POSITION/ELEVATION WELL
 CY0954
 CY0954  HISTORY     - Date     Condition        Report By
 CY0954  HISTORY     - 1948     MONUMENTED       USGS
 CY0954
 CY0954                          STATION DESCRIPTION
 CY0954
 CY0954'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 CY0954'TO REACH, GO N. ALONG STATE HIGHWAY 25 FROM PINOS ALTOS, ABOUT 12
 CY0954'MI. TO INTERSECTION WITH SNOW CREEK CABIN ROAD, TURN LEFT (WESTERLY)
 CY0954'ABOUT 9 MI.  STATION LIES APPROXIMATELY 1.25 MI. SW. NEAR W. END OF
 CY0954'LONG HIGH SHOULDER EXTENDING TOWARD DORSEY MESA, ABOUT 500 FT. E. OF
 CY0954'W. END OF ROCK LEDGE WHICH ENCIRCLES THE ENTIRE SHOULDER, AND ABOUT 50
 CY0954'FT. LOWER THAN HIGH POINT OF RIDGE.  ON THE SOUTHERN LEDGE OF ROCK
 CY0954'OVERLOOKING THE COUNTRY TO THE S. AND W. ONLY.
 CY0954'
 CY0954'STATION MARK--STANDARD TABLET, SET IN ROCK LEDGE.
 CY0954'
 CY0954'REFERENCE MARK NO. 1--STANDARD REFERENCE TABLET, SET IN ROCK OUTCROP,
 CY0954'25.2 FT. FROM STATION, S 27 DEG 59 MIN W.
 CY0954'
 CY0954'REFERENCE MARK NO. 2--STANDARD REFERENCE TABLET, SET IN ROCK OUTCROP,
 CY0954'24.7 FT. FROM STATION, N 68 DEG 02 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI5440 ***********************************************************************
 AI5440  CBN         -  This is a Cooperative Base Network Control Station.
 AI5440  DESIGNATION -  DOT 4
 AI5440  PID         -  AI5440
 AI5440  STATE/COUNTY-  NM/SANTA FE
 AI5440  USGS QUAD   -  SANTA FE (1993)
 AI5440
 AI5440                         *CURRENT SURVEY CONTROL
 AI5440  ___________________________________________________________________
 AI5440* NAD 83(1992)-  35 40 24.21908(N)    105 57 26.95091(W)     ADJUSTED  
 AI5440* NAVD 88     -      2110.4    (meters)    6924.     (feet)  GPS OBS   
 AI5440  ___________________________________________________________________
 AI5440  X           -  -1,426,557.379 (meters)                     COMP
 AI5440  Y           -  -4,988,965.124 (meters)                     COMP
 AI5440  Z           -   3,700,033.093 (meters)                     COMP
 AI5440  LAPLACE CORR-          10.87  (seconds)                    DEFLEC99
 AI5440  ELLIP HEIGHT-        2091.74  (meters)          (11/04/04) GPS OBS
 AI5440  GEOID HEIGHT-         -18.54  (meters)                     GEOID03
 AI5440
 AI5440  HORZ ORDER  -  A
 AI5440  ELLP ORDER  -  FOURTH    CLASS I
 AI5440
 AI5440.The horizontal coordinates were established by GPS observations
 AI5440.and adjusted by the National Geodetic Survey in May 2000..
 AI5440
 AI5440.The orthometric height was determined by GPS observations and a
 AI5440.high-resolution geoid model.
 AI5440
 AI5440.Photographs are available for this station.
 AI5440
 AI5440.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5440
 AI5440.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI5440
 AI5440.The ellipsoidal height was determined by GPS observations
 AI5440.and is referenced to NAD 83.
 AI5440
 AI5440.The geoid height was determined by GEOID03.
 AI5440
 AI5440;                    North         East     Units Scale Factor Converg.
 AI5440;SPC NM C     -   518,317.066   526,479.817   MT  0.99990864   +0 10 14.1
 AI5440;SPC NM C     - 1,700,511.91  1,727,292.53   sFT  0.99990864   +0 10 14.1
 AI5440;UTM  13      - 3,948,146.334   413,348.307   MT  0.99969252   -0 33 30.3
 AI5440
 AI5440!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5440!SPC NM C     -   0.99967180  x   0.99990864  =   0.99958047
 AI5440!UTM  13      -   0.99967180  x   0.99969252  =   0.99936442
 AI5440
 AI5440                          SUPERSEDED SURVEY CONTROL
 AI5440
 AI5440  ELLIP H (08/10/04) 2091.69   (m)                       GP(       ) 4 1
 AI5440  ELLIP H (05/26/00) 2091.74   (m)                       GP(       ) 2 1
 AI5440
 AI5440.Superseded values are not recommended for survey control.
 AI5440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5440.See file dsdata.txt to determine how the superseded data were derived.
 AI5440
 AI5440_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV1334848146(NAD 83)
 AI5440_MARKER: DD = SURVEY DISK
 AI5440_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI5440_STAMPING: DOT 4 GPS 1997 PS10202
 AI5440_MARK LOGO: NMHD  
 AI5440_PROJECTION: FLUSH
 AI5440_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI5440_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI5440+STABILITY: SURFACE MOTION
 AI5440_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5440+SATELLITE: SATELLITE OBSERVATIONS - May 18, 2004
 AI5440
 AI5440  HISTORY     - Date     Condition        Report By
 AI5440  HISTORY     - 1997     MONUMENTED       NMHD
 AI5440  HISTORY     - 20030627 GOOD             NMHD
 AI5440  HISTORY     - 2004     GOOD             BOHAN
 AI5440  HISTORY     - 20040518 GOOD             NMHD
 AI5440  HISTORY     - 20050616 GOOD             INDIV
 AI5440
 AI5440                          STATION DESCRIPTION
 AI5440
 AI5440'DESCRIBED BY NM HIGHWAY DEPT 1997 (ROF)
 AI5440'THE STATION IS LOCATED IN SANTA FE, ON THE GROUNDS OF THE GENERAL
 AI5440'OFFICE COMPLEX OF THE NEW MEXICO STATE HIGHWAY AND TRANSPORTATION
 AI5440'DEPARTMENT.  OWNERSHIP--NEW MEXICO STATE HIGHWAY AND TRANSPORTATION
 AI5440'DEPARTMENT, TELEPHONE 800-432-4269, 1120 CERRILLOS ROAD, SANTA FE NM
 AI5440'87504-1149.  TO REACH THE STATION FROM THE INTERSECTION OF US HIGHWAYS
 AI5440'285, 84 (SAINT FRANCIS DRIVE) AND STATE HIGHWAY 14 (CERRILLOS ROAD) ON
 AI5440'THE SOUTH SIDE OF DOWNTOWN SANTA FE, GO SOUTHWEST ON HIGHWAY 14 FOR
 AI5440'0.3 MI (0.5 KM) TO THE INTERSECTION WITH CORDOVA ROAD ON THE LEFT.
 AI5440'TURN LEFT, EAST, ON CORDOVA ROAD AND GO 0.1 MI (0.2 KM) TO THE
 AI5440'INTERSECTION WITH A PAVED ROAD ON THE RIGHT, JUST BEFORE CROSSING THE
 AI5440'RAILROAD TRACKS.  TURN RIGHT, SOUTHWEST, ON THIS ROAD THAT RUNS ALONG
 AI5440'THE SOUTHEAST SIDE OF THE NEW MEXICO STATE HIGHWAY AND TRANSPORTATION
 AI5440'DEPARTMENT COMPLEX AND GO 0.1 MI (0.2 KM) TO THE STATION ON THE RIGHT.
 AI5440'THE STATION IS ON THE SOUTHEAST EDGE OF A TRIANGULAR SHAPED OPEN
 AI5440'GRASSY AREA SURROUNDED BY VEHICLE PARKING SPACES.  THE STATION IS SET
 AI5440'IN THE TOP OF A 0.2 M (0.7 FT) DIAMETER CONCRETE POST FLUSH WITH
 AI5440'GROUND.  LOCATED 16.0 M (52.5 FT) NORTHWEST OF THE CENTERLINE OF THE
 AI5440'PAVED ROAD, 15.5 M (50.9 FT) SOUTH OF A 10 M (32.8 FT) TALL SPRUCE
 AI5440'TREE, 3.0 M (9.8 FT) NORTHWEST OF A SIDEWALK CURB, 1.1 M (3.6 FT)
 AI5440'SOUTHWEST OF A METAL BUS STOP SIGN POST AND 1.0 M (3.3 FT) NORTHWEST
 AI5440'OF THE EDGE OF THE GRASS.
 AI5440
 AI5440                          STATION RECOVERY (2003)
 AI5440
 AI5440'RECOVERY NOTE BY NM HIGHWAY DEPT 2003 (WAS)
 AI5440'STATION RECOVERED AS DESCRIBED.
 AI5440
 AI5440                          STATION RECOVERY (2004)
 AI5440
 AI5440'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 2004
 AI5440'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 2004 RECOVERED IN GOOD
 AI5440'CONDITION.
 AI5440
 AI5440                          STATION RECOVERY (2004)
 AI5440
 AI5440'RECOVERY NOTE BY NM HIGHWAY DEPT 2004 (ET)
 AI5440'RECOVERED AS DESCRIBED.
 AI5440
 AI5440                          STATION RECOVERY (2005)
 AI5440
 AI5440'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (BHI)
 AI5440'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CF0304 ***********************************************************************
 CF0304  DESIGNATION -  DOUBLE WELLS
 CF0304  PID         -  CF0304
 CF0304  STATE/COUNTY-  NM/HIDALGO
 CF0304  USGS QUAD   -  GILLESPIE MOUNTAIN (1982)
 CF0304
 CF0304                         *CURRENT SURVEY CONTROL
 CF0304  ___________________________________________________________________
 CF0304* NAD 83(1992)-  31 44 34.78610(N)    108 38 32.80064(W)     ADJUSTED  
 CF0304* NAVD 88     -      1434.     (meters)    4705.     (feet)  SCALED    
 CF0304  ___________________________________________________________________
 CF0304  LAPLACE CORR-          -0.33  (seconds)                    DEFLEC99
 CF0304  GEOID HEIGHT-         -25.67  (meters)                     GEOID03
 CF0304
 CF0304  HORZ ORDER  -  FIRST
 CF0304
 CF0304.The horizontal coordinates were established by classical geodetic methods
 CF0304.and adjusted by the National Geodetic Survey in December 1993..
 CF0304
 CF0304.The orthometric height was scaled from a topographic map.
 CF0304
 CF0304.The Laplace correction was computed from DEFLEC99 derived deflections.
 CF0304
 CF0304.The geoid height was determined by GEOID03.
 CF0304
 CF0304;                    North         East     Units Scale Factor Converg.
 CF0304;SPC NM W     -    82,658.281   753,337.283   MT  0.99998913   -0 25 32.5
 CF0304;SPC NM W     -   271,188.04  2,471,574.07   sFT  0.99998913   -0 25 32.5
 CF0304;UTM  12      - 3,514,367.498   723,330.956   MT  1.00021518   +1 14 27.1
 CF0304
 CF0304!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CF0304!SPC NM W     -   0.99977894  x   0.99998913  =   0.99976807
 CF0304!UTM  12      -   0.99977894  x   1.00021518  =   0.99999407
 CF0304
 CF0304|---------------------------------------------------------------------|
 CF0304| PID    Reference Object                     Distance      Geod. Az  |
 CF0304|                                                           dddmmss.s |
 CF0304| CC7277 DOUBLE WELLS RM 1                     8.810 METERS 02129     |
 CF0304| CC7276 DOUBLE WELLS AZ MK                                 0734701.2 |
 CF0304| CC7278 DOUBLE WELLS RM 2                     9.179 METERS 28230     |
 CF0304| CF0298 PLAYAS                              APPROX.12.1 KM 3564156.6 |
 CF0304|---------------------------------------------------------------------|
 CF0304
 CF0304                          SUPERSEDED SURVEY CONTROL
 CF0304
 CF0304  NAD 83(1992)-  31 44 34.78518(N)    108 38 32.79957(W) AD(       ) 1
 CF0304  NAD 83(1986)-  31 44 34.78587(N)    108 38 32.79426(W) AD(       ) 1
 CF0304  NAD 27      -  31 44 34.43979(N)    108 38 30.62126(W) AD(       ) 1
 CF0304
 CF0304.Superseded values are not recommended for survey control.
 CF0304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0304.See file dsdata.txt to determine how the superseded data were derived.
 CF0304
 CF0304_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RYA2333114367(NAD 83)
 CF0304_MARKER: DS = TRIANGULATION STATION DISK
 CF0304_SETTING: 80 = SET IN A BOULDER
 CF0304_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 CF0304
 CF0304  HISTORY     - Date     Condition        Report By
 CF0304  HISTORY     - 1938     MONUMENTED       CGS
 CF0304
 CF0304                          STATION DESCRIPTION
 CF0304
 CF0304'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 CF0304'STATION IS ON A LOW ROCKY RIDGE THAT EXTENDS EASTWARD FROM
 CF0304'THE ANIMAS RANGE INTO THE PLAYAS VALLEY.  IT IS ABOUT 4.0
 CF0304'MILES S AND 1-1/2 MILES W OF THE DOUBLE WELLS RANCH BUILDINGS
 CF0304'AND ABOUT 12 MILES S OF THE PLAYAS SECTION HOUSE ON THE FIRST
 CF0304'PROMINENT RIDGE S AND W OF THE DOUBLE WELLS RANCH BUILDINGS.
 CF0304'
 CF0304'STATION MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL
 CF0304'HOLE IN A BOULDER.  REFERENCE AND
 CF0304'AZIMUTH MARKS ARE STANDARD BRONZE DISKS IN OUTCROPPING BEDROCK
 CF0304'AS DESCRIBED.
 CF0304'
 CF0304'TO REACH FROM HACHITA GO W ON THE MAIN ROAD ALONG THE SOUTHERN
 CF0304'PACIFIC RAILROAD 18.9 MILES TO A ROAD CROSSING THE RAILROAD
 CF0304'(0.8 MILE W OF THE PLAYAS SECTION HOUSE).  CROSS RAILROAD
 CF0304'AND TAKE LEFT HAND ROAD ON S SIDE OF THE RAILROAD FENCE,
 CF0304'E, 0.8 MILE TO A WINDMILL AND TANK.  TURN RIGHT, S, ON MAIN
 CF0304'ROAD 12.5 MILES TO THE DOUBLE WELLS RANCH BUILDINGS.  CONTINUE
 CF0304'ON MAIN ROAD 0.3 MILE TO FENCE CORNER AND FORK.  TAKE RIGHT
 CF0304'FORK, S, 0.2 MILE TO A FORK.  TAKE LEFT FORK, S, 2.4 MILES TO
 CF0304'A CROSS ROAD AT THE S SIDE OF A SMALL WASH.  TURN RIGHT, SW,
 CF0304'UP THIS WASH 1.4 MILES TO END OF TRUCK TRAVEL AT AN ADOBE
 CF0304'HOUSE AND TANK.  FROM HERE PACK NW ABOUT 1/4 MILE TO THE
 CF0304'TOP OF THE FIRST RIDGE AND STATION.
 CF0304'
 CF0304'AZIMUTH MARK IS ABOUT 500 FEET NE OF A SLIGHTLY LOWER POINT
 CF0304'OF THE SAME RIDGE.
 CF0304'
 CF0304'STATION AND REFERENCE MARKS ARE IN PROMINENT BOULDERS ON THE
 CF0304'HIGHEST POINT AND RIDGE.
 CF0304'
 CF0304'HEIGHT OF LIGHT ABOVE STATION MARK - 0.00 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY1131 ***********************************************************************
 CY1131  DESIGNATION -  DOUBTFUL
 CY1131  PID         -  CY1131
 CY1131  STATE/COUNTY-  NM/HIDALGO
 CY1131  USGS QUAD   -  DOUBTFUL CANYON (1987)
 CY1131
 CY1131                         *CURRENT SURVEY CONTROL
 CY1131  ___________________________________________________________________
 CY1131* NAD 83(1992)-  32 22 29.61825(N)    109 03 24.25669(W)     ADJUSTED  
 CY1131* NAVD 88     -      1987.8    (meters)    6522.     (feet)  VERTCON   
 CY1131  ___________________________________________________________________
 CY1131  LAPLACE CORR-           1.05  (seconds)                    DEFLEC99
 CY1131  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 CY1131
 CY1131  HORZ ORDER  -  THIRD
 CY1131
 CY1131.The horizontal coordinates were established by classical geodetic methods
 CY1131.and adjusted by the National Geodetic Survey in December 1993..
 CY1131
 CY1131.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY1131.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY1131
 CY1131.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY1131
 CY1131.The geoid height was determined by GEOID03.
 CY1131
 CY1131;                    North         East     Units Scale Factor Converg.
 CY1131;SPC NM W     -   153,095.623   714,875.335   MT  1.00008005   -0 39 18.5
 CY1131;SPC NM W     -   502,281.22  2,345,386.83   sFT  1.00008005   -0 39 18.5
 CY1131;UTM  12      - 3,583,651.515   682,815.776   MT  1.00001216   +1 02 27.0
 CY1131
 CY1131!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY1131!SPC NM W     -   0.99969209  x   1.00008005  =   0.99977211
 CY1131!UTM  12      -   0.99969209  x   1.00001216  =   0.99970424
 CY1131
 CY1131:                Primary Azimuth Mark                     Grid Az
 CY1131:SPC NM W     -  POSITIVE                                 307 19 08.4
 CY1131:UTM  12      -  POSITIVE                                 305 37 22.9
 CY1131
 CY1131|---------------------------------------------------------------------|
 CY1131| PID    Reference Object                     Distance      Geod. Az  |
 CY1131|                                                           dddmmss.s |
 CY1131| CY1130 POSITIVE                            APPROX. 2.0 KM 3063949.9 |
 CY1131|---------------------------------------------------------------------|
 CY1131
 CY1131                          SUPERSEDED SURVEY CONTROL
 CY1131
 CY1131  NAD 83(1992)-  32 22 29.61815(N)    109 03 24.25655(W) AD(       ) 3
 CY1131  NAD 83(1986)-  32 22 29.61369(N)    109 03 24.25487(W) AD(       ) 3
 CY1131  NAD 27      -  32 22 29.32913(N)    109 03 22.05013(W) AD(       ) 3
 CY1131  NGVD 29 (07/19/86) 1987.0    (m)         6519.     (f) VERT ANG       
 CY1131
 CY1131.Superseded values are not recommended for survey control.
 CY1131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1131.See file dsdata.txt to determine how the superseded data were derived.
 CY1131
 CY1131_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA8281683652(NAD 83)
 CY1131
 CY1131  HISTORY     - Date     Condition        Report By
 CY1131  HISTORY     - UNK      MONUMENTED       USGS
 CY1131  HISTORY     - 1948     GOOD             USGS
 CY1131
 CY1131                          STATION DESCRIPTION
 CY1131
 CY1131'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 CY1131'LOCATED ABOUT 12 MI. (AIRLINE) NE. OF SAN SIMON, ON THE HIGHEST POINT
 CY1131'OF THE HORSESHOE MOUNTAINS, ON THE S. SIDE OF DOUBTFUL CANYON, ABOUT
 CY1131'3.0 MI. S. OF T. R. PEARSONS HORSESHOE RANCH, WHICH IS THE NEAREST
 CY1131'WATER, 7.0 MI. S. OF SUMMIT STATION ON THE ARIZONA AND NEW MEXICO
 CY1131'RAILWAY AND 12.0 MI. NW. OF STEINS PASS STATION ON THE SOUTHERN
 CY1131'PACIFIC RAILROAD.  THE BOUNDARY LINE BETWEEN NEW MEXICO AND ARIZONA
 CY1131'PASSES OVER THE MOUNTAINS SOMEWHERE NEAR THE STATION.
 CY1131'
 CY1131'STATION MARK--CROSS CUT IN SOLID ROCK, UNDER ROCK CAIRN.
 CY1131'
 CY1131'REFERENCE MARK--TABLET, STAMPED ---6507---, CEMENTED IN SOLID ROCK,
 CY1131'7.20 FT. FROM STATION MARK, S 16 DEG 40 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS1272 ***********************************************************************
 DS1272  DESIGNATION -  DOUG
 DS1272  PID         -  DS1272
 DS1272  STATE/COUNTY-  NM/SOCORRO
 DS1272  USGS QUAD   -  GREENS BABER WELL (1981)
 DS1272
 DS1272                         *CURRENT SURVEY CONTROL
 DS1272  ___________________________________________________________________
 DS1272* NAD 83(1992)-  33 39 14.85357(N)    106 35 08.59934(W)     ADJUSTED  
 DS1272* NAVD 88     -      1432.71   (+/-2cm)    4700.5    (feet)  VERTCON   
 DS1272  ___________________________________________________________________
 DS1272  LAPLACE CORR-           2.38  (seconds)                    DEFLEC99
 DS1272  GEOID HEIGHT-         -22.42  (meters)                     GEOID03
 DS1272
 DS1272  HORZ ORDER  -  SECOND
 DS1272  VERT ORDER  -  THIRD ? (See Below)
 DS1272
 DS1272.The horizontal coordinates were established by classical geodetic methods
 DS1272.and adjusted by the National Geodetic Survey in December 1993..
 DS1272
 DS1272.The NAVD 88 height was computed by applying the VERTCON shift value to
 DS1272.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DS1272.The vertical order pertains to the NGVD 29 superseded value.
 DS1272
 DS1272.The Laplace correction was computed from DEFLEC99 derived deflections.
 DS1272
 DS1272.The geoid height was determined by GEOID03.
 DS1272
 DS1272;                    North         East     Units Scale Factor Converg.
 DS1272;SPC NM C     -   294,344.150   468,862.297   MT  0.99991195   -0 11 09.8
 DS1272;SPC NM C     -   965,694.10  1,538,259.05   sFT  0.99991195   -0 11 09.8
 DS1272;UTM  13      - 3,724,934.986   352,963.871   MT  0.99986653   -0 52 44.1
 DS1272
 DS1272!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS1272!SPC NM C     -   0.99977865  x   0.99991195  =   0.99969062
 DS1272!UTM  13      -   0.99977865  x   0.99986653  =   0.99964521
 DS1272
 DS1272|---------------------------------------------------------------------|
 DS1272| PID    Reference Object                     Distance      Geod. Az  |
 DS1272|                                                           dddmmss.s |
 DS1272| CD2825 DOUG RM 2                            23.503 METERS 09549     |
 DS1272| DS1273 HOPE                                APPROX. 0.8 KM 1803621.6 |
 DS1272| CD2824 DOUG RM 1                            22.861 METERS 35852     |
 DS1272|---------------------------------------------------------------------|
 DS1272
 DS1272                          SUPERSEDED SURVEY CONTROL
 DS1272
 DS1272  NAD 83(1986)-  33 39 14.86070(N)    106 35 08.60186(W) AD(       ) 2
 DS1272  NAD 27      -  33 39 14.60578(N)    106 35 06.55478(W) AD(       ) 2
 DS1272  NGVD 29 (07/19/86) 1432.03   (m)         4698.3    (f) LEVELING    3  
 DS1272
 DS1272.Superseded values are not recommended for survey control.
 DS1272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS1272.See file dsdata.txt to determine how the superseded data were derived.
 DS1272
 DS1272_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT5296424935(NAD 83)
 DS1272_MARKER: DS = TRIANGULATION STATION DISK
 DS1272_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS1272
 DS1272  HISTORY     - Date     Condition        Report By
 DS1272  HISTORY     - 1968     MONUMENTED       CGS
 DS1272
 DS1272                          STATION DESCRIPTION
 DS1272
 DS1272'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JCC)
 DS1272'THE STATION IS IN THE 90 MILE AREA OF WHITE SANDS MISSILE RANGE, 12
 DS1272'MILES SOUTHEAST OF STALLION RANGE CENTER AND 10-1/2 MILES NORTHWEST
 DS1272'OF THE MOCKINGBIRD GAP.
 DS1272'
 DS1272'TO REACH THE STATION FROM STALLION RANGE CENTER GO SOUTH ON WSMR
 DS1272'ROUTE 7 FOR 13.6 MILES TO A CROSS ROAD, WSMR ROUTE 20.  TURN RIGHT
 DS1272'AND GO WEST FOR 2.7 MILES TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO
 DS1272'NORTH FOR 0.4 MILE TO S-86 BUILDINGS AND A CROSSROAD.  TURN RIGHT,
 DS1272'NORTHEAST AND GO 0.5 MILE TO THE STATION ON THE RIGHT, EAST SIDE
 DS1272'OF THE ROAD.
 DS1272'
 DS1272'THE STATION MARK IS A STANDARD DISK STAMPED DOUG 1964 SET IN THE
 DS1272'TOP OF AN 11 INCH SQUARE CONCRETE POST PROJECTING 3 INCHES.  THE
 DS1272'MARK IS 168 FEET SOUTH OF THE CENTERLINE OF A ROAD, 128 FEET
 DS1272'NORTHEAST OF CAMERA PEDESTAL F 1118, 59 FEET EAST OF THE
 DS1272'CENTERLINE OF THE ROAD, AND THE SAME ELEVATION AS THE ROAD.
 DS1272'
 DS1272'REFERENCE MARK 1 IS A STANDARD DISK STAMPED DOUG NO 1 1964 SET IN
 DS1272'THE TOP OF AN 11 INCH SQUARE CONCRETE POST PROJECTING 3 INCHES.
 DS1272'IT IS 177 FEET NORTHEAST OF CAMERA PEDESTAL F 1118, 93 FEET SOUTH
 DS1272'OF THE CENTERLINE OF A ROAD, 52 FEET EAST OF THE CENTERLINE OF THE
 DS1272'ROAD, AND THE SAME ELEVATION AS THE STATION MARK.
 DS1272'
 DS1272'REFERENCE MARK 2 IS A STANDARD DISK STAMPED DOUG NO 2 1964 SET IN
 DS1272'THE TOP OF AN 11 INCH SQUARE CONCRETE POST PROJECTING 3 INCHES.
 DS1272'IT IS 195 FEET NORTHEAST OF CAMERA PEDESTAL F 1118, 169 FEET SOUTH
 DS1272'OF THE CENTERLINE OF A ROAD, 136 FEET EAST OF THE CENTERLINE OF THE
 DS1272'ROAD, AND THE SAME ELEVATION AS THE STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1360 ***********************************************************************
 FO1360  DESIGNATION -  DOUGLAS
 FO1360  PID         -  FO1360
 FO1360  STATE/COUNTY-  NM/BERNALILLO
 FO1360  USGS QUAD   -  LOS GRIEGOS (1990)
 FO1360
 FO1360                         *CURRENT SURVEY CONTROL
 FO1360  ___________________________________________________________________
 FO1360* NAD 83(1992)-  35 08 13.41230(N)    106 39 06.52176(W)     ADJUSTED  
 FO1360* NAVD 88     -      1516.3    (meters)    4975.     (feet)  VERTCON   
 FO1360  ___________________________________________________________________
 FO1360  LAPLACE CORR-           4.87  (seconds)                    DEFLEC99
 FO1360  GEOID HEIGHT-         -21.29  (meters)                     GEOID03
 FO1360
 FO1360  HORZ ORDER  -  FIRST
 FO1360
 FO1360.The horizontal coordinates were established by classical geodetic methods
 FO1360.and adjusted by the National Geodetic Survey in December 1993..
 FO1360
 FO1360.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1360.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1360
 FO1360.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1360
 FO1360.The geoid height was determined by GEOID03.
 FO1360
 FO1360;                    North         East     Units Scale Factor Converg.
 FO1360;SPC NM C     -   458,852.164   463,384.182   MT  0.99991652   -0 13 52.5
 FO1360;SPC NM C     - 1,505,417.47  1,520,286.27   sFT  0.99991652   -0 13 52.5
 FO1360;UTM  13      - 3,889,491.220   349,514.129   MT  0.99987910   -0 57 03.1
 FO1360
 FO1360!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1360!SPC NM C     -   0.99976539  x   0.99991652  =   0.99968193
 FO1360!UTM  13      -   0.99976539  x   0.99987910  =   0.99964452
 FO1360
 FO1360|---------------------------------------------------------------------|
 FO1360| PID    Reference Object                     Distance      Geod. Az  |
 FO1360|                                                           dddmmss.s |
 FO1360| CD3370 DOUGLAS RM 1                         22.449 METERS 01751     |
 FO1360| FO1138 MONTGOMERY                          APPROX. 3.9 KM 0972346.2 |
 FO1360| FO1336 ALBUQUERQUE INDIAN SCH W TANK       APPROX. 3.1 KM 1894634.1 |
 FO1360| FO1348 ALBUQUERQUE RAD KQEO S MAST         APPROX. 3.4 KM 2061750.6 |
 FO1360| FO1297 ALBUQUERQUE RAD KZIA MAST           APPROX. 5.6 KM 2084842.8 |
 FO1360| FO1301 ALBUQUERQUE RAD KABQ MAST           APPROX. 4.6 KM 2090749.7 |
 FO1360| FO1375 ALBUQUERQUE RAD KDEF N MAST         APPROX. 2.8 KM 2565447.3 |
 FO1360| CD3371 DOUGLAS RM 2                         17.026 METERS 26945     |
 FO1360| CD3369 DOUGLAS AZ MK                                      3523605.8 |
 FO1360|---------------------------------------------------------------------|
 FO1360
 FO1360                          SUPERSEDED SURVEY CONTROL
 FO1360
 FO1360  NAD 83(1986)-  35 08 13.41786(N)    106 39 06.52322(W) AD(       ) 1
 FO1360  NAD 27      -  35 08 13.25659(N)    106 39 04.42950(W) AD(       ) 1
 FO1360  NGVD 29 (07/19/86) 1515.5    (m)         4972.     (f) VERT ANG       
 FO1360
 FO1360.Superseded values are not recommended for survey control.
 FO1360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1360.See file dsdata.txt to determine how the superseded data were derived.
 FO1360
 FO1360_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU4951489491(NAD 83)
 FO1360_MARKER: DS = TRIANGULATION STATION DISK
 FO1360_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FO1360_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FO1360_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 FO1360
 FO1360  HISTORY     - Date     Condition        Report By
 FO1360  HISTORY     - 1969     MONUMENTED       CGS
 FO1360  HISTORY     - 1980     GOOD             NGS
 FO1360
 FO1360                          STATION DESCRIPTION
 FO1360
 FO1360'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JLC)
 FO1360'THE STATION IS LOCATED ABOUT 4-1/2 MILES SOUTH-SOUTHWEST OF
 FO1360'ALAMEDA, 3-1/4 MILES NORTH OF THE CENTER OF ALBUQUERQUE, 1-3/4
 FO1360'MILES EAST OF THE RIO GRANDE RIVER AND ON THE WEST EDGE OF THE
 FO1360'GROUNDS OF THE DOUGLAS MAC ARTHUR ELEMENTARY SCHOOL.
 FO1360'
 FO1360'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY
 FO1360'40 AND 4TH STREET (U.S. HIGHWAY 85) IN ALBUQUERQUE, GO NORTH
 FO1360'ON 4TH STREET FOR 1.9 MILES TO A SIDE ROAD LEFT.  TURN LEFT AND
 FO1360'GO WEST ON DELAMAR AVENUE NW FOR 0.55 MILE TO A T-ROAD.  TURN
 FO1360'RIGHT, GO NORTH ON GRANDE DRIVE NW FOR 0.1 MILE TO THE ENTRANCE
 FO1360'TO A SCHOOL BUS TURN AROUND AND THE STATION ON THE RIGHT.
 FO1360'
 FO1360'THE STATION MARK IS A STANDARD DISK STAMPED DOUGLAS 1969, SET
 FO1360'IN THE TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH
 FO1360'WITH THE GROUND.  IT IS 83 FEET EAST OF THE CENTER OF GRANDE
 FO1360'DRIVE NW, 16.6 FEET NORTHWEST OF A FENCE CORNER, 12 FEET WEST OF
 FO1360'A NORTH-SOUTH CHAIN LINK FENCE AND 11.6 FEET NORTH OF AN
 FO1360'EAST-WEST CHAIN LINK FENCE.
 FO1360'
 FO1360'REFERENCE MARK 1 IS A STANDARD DISK STAMPED DOUGLAS NO 1 1969,
 FO1360'SET IN THE TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH
 FO1360'WITH THE GROUND.  IT IS 84.4 FEET NORTH OF THE FENCE CORNER,
 FO1360'20 FEET EAST OF THE CENTER OF THE SCHOOL BUS TURN AROUND, 2 FEET
 FO1360'SOUTH-SOUTHWEST OF THE SOUTH GATE POST OF A CHAIN LINK GATE AND
 FO1360'1 FOOT WEST OF THE NORTH-SOUTH CHAIN LINK FENCE.
 FO1360'
 FO1360'REFERENCE MARK 2 IS A STANDARD DISK STAMPED DOUGLAS NO 2 1969
 FO1360'CEMENTED IN A DRILL HOLE IN THE SOUTHWEST CORNER OF A CONCRETE
 FO1360'ENTRANCE TO THE SCHOOL BUS TURN AROUND.  IT IS 40 FEET NORTHEAST
 FO1360'OF THE CENTER OF THE INTERSECTION OF GRANDE DRIVE NW AND
 FO1360'DELAMAR DRIVE NW, 14 FEET NORTH OF A WOODEN STREET LAMP POLE
 FO1360'AND 15.7 FEET SOUTH OF THE CENTER OF THE ENTRANCE OF THE SCHOOL
 FO1360'BUS TURN AROUND.
 FO1360'
 FO1360'THE AZIMUTH MARK IS A STANDARD DISK STAMPED DOUGLAS 1969,
 FO1360'SET IN THE TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH
 FO1360'WITH THE GROUND.  IT IS 71 FEET NORTH OF THE CENTER OF MONTANO
 FO1360'ROAD NW, 46 FEET EAST OF THE CENTER OF A DIRT DRIVEWAY, 2.5
 FO1360'FEET WEST OF A METAL WITNESS POST AND 1 FOOT SOUTH OF AN
 FO1360'EAST-WEST WIRE FENCE.
 FO1360'
 FO1360'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF 4TH STREET AND
 FO1360'DELAMAR AVENUE NW, GO NORTH ON 4TH STREET FOR 0.2 MILE TO A
 FO1360'CROSSROAD.  TURN LEFT, GO WEST ON MONTANO ROAD NW FOR 0.5 MILE
 FO1360'TO A DIAGNOL CROSSROAD.  CONTINUE WEST ON MONTANO ROAD NW FOR
 FO1360'0.1 MILE TO A DIRT DRIVEWAY ON THE RIGHT AND THE MARK.
 FO1360'
 FO1360'HEIGHT OF LIGHT ABOVE STATION MARK 26.3 METERS.
 FO1360
 FO1360                          STATION RECOVERY (1980)
 FO1360
 FO1360'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 FO1360'STATION MARK, REFERENCE MARK 1, 2 AND AZIMUTH MARK RECOVERED IN GOOD
 FO1360'CONDITION.  THE AZIMUTH MARK IS BLOCKED TO STATION BY A BOARD FENCE AT
 FO1360'THIS TIME AND THERE IS NO SUITABLE PLACE TO ESTABLISH ANOTHER AZIMUTH
 FO1360'MARK.  DISTANCE AND DIRECTION TO REFERENCE MARKS COMPARED FAVORABLY
 FO1360'WITH PREVIOUS DATA.
 FO1360'
 FO1360'STATION IS A STANDARD DISK, STAMPED---DOUGLAS 1969---SET IN THE TOP
 FO1360'OF A ROUND CONCRETE MONUMENT PROJECTING ABOUT 1 INCH, 72 FEET EAST OF
 FO1360'CENTER GRANDE AVENUE NW, 16.8 FEET NORTHWEST OF A FENCE CORNER, 11.8
 FO1360'FEET NORTH OF AN EAST-WEST FENCE, 11.9 FEET WEST OF A NORTH-SOUTH
 FO1360'FENCE.
 FO1360'
 FO1360'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED---DOUGLAS NO 1 1969---
 FO1360'SET IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH GROUND, 89 FEET
 FO1360'EAST OF CENTER OF GRANDE AVENUE NW, 1.9 FEET SOUTH OF THE SOUTH METAL
 FO1360'GATE POST OF METAL GATE INTO THE DOUGLAS MACARTHUR ELEMENTARY SCHOOL
 FO1360'PLAY GROUND, 20 FEET EAST OF CENTER OF A SCHOOL BUS DRIVEAROUND, 1
 FO1360'FOOT WEST OF THE NORTH-SOUTH FENCE.
 FO1360'
 FO1360'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED---DOUGLAS NO 2 1969---
 FO1360'CEMENTED IN THE TOP OF A CONCRETED DRIVEWAY ENTRANCE APRON, 25 FEET
 FO1360'EAST OF CENTER OF GRANDE AVENUE NW, 15 FEET SOUTH OF CENTER OF
 FO1360'CONCRETED DRIVEWAY ENTRANCE OF SCHOOL BUS DRIVE, 15 FEET NORTH OF A
 FO1360'UTILITY POLE WITH A STREET LIGHT ATTACHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1726 ***********************************************************************
 FO1726  DESIGNATION -  DOVAL
 FO1726  PID         -  FO1726
 FO1726  STATE/COUNTY-  NM/SANDOVAL
 FO1726  USGS QUAD   -  BERNALILLO NW (1990)
 FO1726
 FO1726                         *CURRENT SURVEY CONTROL
 FO1726  ___________________________________________________________________
 FO1726* NAD 83(1992)-  35 24 29.56233(N)    106 43 59.30265(W)     ADJUSTED  
 FO1726* NAVD 88     -      1919.1    (meters)    6296.     (feet)  VERTCON   
 FO1726  ___________________________________________________________________
 FO1726  LAPLACE CORR-          -1.59  (seconds)                    DEFLEC99
 FO1726  GEOID HEIGHT-         -20.86  (meters)                     GEOID03
 FO1726
 FO1726  HORZ ORDER  -  THIRD
 FO1726
 FO1726.The horizontal coordinates were established by classical geodetic methods
 FO1726.and adjusted by the National Geodetic Survey in December 1993..
 FO1726
 FO1726.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1726.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1726
 FO1726.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1726
 FO1726.The geoid height was determined by GEOID03.
 FO1726
 FO1726;                    North         East     Units Scale Factor Converg.
 FO1726;SPC NM C     -   488,965.658   456,119.441   MT  0.99992372   -0 16 47.8
 FO1726;SPC NM C     - 1,604,214.83  1,496,451.87   sFT  0.99992372   -0 16 47.8
 FO1726;UTM  13      - 3,919,693.024   342,629.627   MT  0.99990520   -1 00 15.8
 FO1726
 FO1726!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1726!SPC NM C     -   0.99970215  x   0.99992372  =   0.99962589
 FO1726!UTM  13      -   0.99970215  x   0.99990520  =   0.99960737
 FO1726
 FO1726                          SUPERSEDED SURVEY CONTROL
 FO1726
 FO1726  NAD 83(1992)-  35 24 29.56839(N)    106 43 59.30329(W) AD(       ) 3
 FO1726  NGVD 29 (02/08/93) 1918.1    (m)         6293.     (f) VERT ANG       
 FO1726
 FO1726.Superseded values are not recommended for survey control.
 FO1726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1726.See file dsdata.txt to determine how the superseded data were derived.
 FO1726
 FO1726_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV4263019693(NAD 83)
 FO1726_MARKER: DD = SURVEY DISK
 FO1726_SETTING: 0 = UNSPECIFIED SETTING
 FO1726_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FO1726
 FO1726  HISTORY     - Date     Condition        Report By
 FO1726  HISTORY     - 1949     MONUMENTED       USGS
 FO1726
 FO1726                          STATION DESCRIPTION
 FO1726
 FO1726'DESCRIBED BY US GEOLOGICAL SURVEY 1949
 FO1726'STATION IS LOCATED ON NW. END OF LOW RIDGE, ABOUT 12.0 MI. NW. OF
 FO1726'BERNALILLO, AND 6.0 MI. SW. OF THE JEMEZ RIVER.
 FO1726'
 FO1726'TO REACH STATION FROM SANDOVAL COUNTY COURTHOUSE IN BERNALILLO, DRIVE
 FO1726'N. ON U.S. HIGHWAY 85 FOR 0.9 MI. TO JUNCTION, GO LEFT ON NEW MEXICO
 FO1726'STATE HIGHWAY 44 FOR 5.6 MI. TO FORKS AT TOP OF GRADE, LEFT ON GRAVEL
 FO1726'RD. FOR 0.5 MI. SW. TO FORKS, RIGHT FORK FOR 4.3 MI. W. TO FORKS,
 FO1726'RIGHT FORK ON TRACK RD., 0.85 MI. NW. TO FORKS ON W. SIDE OF DRAIN,
 FO1726'RIGHT FORK ON DIM RD. 2.05 MI. NW. TO WASHOUT, CROSS-COUNTRY N. UP W.
 FO1726'SIDE OF DRAIN FOR 1.0 MI. AND PICK UP DIM RD. AGAIN, CONTINUE 0.6
 FO1726'MI. NE. TO RIDGE, CROSS-COUNTRY RIGHT 0.2 MI. TO ANGLE IN FENCE, LEFT
 FO1726'ALONG FENCE 0.5 MI. N., STATION IS 0.1 MI. E. ON SANDY TOP.
 FO1726'
 FO1726'STATION MARK--STANDARD TABLET, STAMPED---DOVAL 1949 6292---, AND
 FO1726'SET IN TOP OF CONCRETE POST.
 FO1726'
 FO1726'REFERENCE MARK NO. 1--STANDARD TABLET, STAMPED---DOVAL NO. 1 1949---,
 FO1726'IN CONCRETE POST, 79.9 FT. SW. OF STATION, N 57 DEG 38 MIN E.
 FO1726'
 FO1726'REFERENCE MARK NO. 2--STANDARD TABLET, STAMPED---DOVAL NO. 2 1949---,
 FO1726'IN ROCK, 30 FT. SE. OF STATION, N 69 DEG 01 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GO0441 ***********************************************************************
 GO0441  DESIGNATION -  DOVE
 GO0441  PID         -  GO0441
 GO0441  STATE/COUNTY-  NM/SAN JUAN
 GO0441  USGS QUAD   -  PALMER MESA (1983)
 GO0441
 GO0441                         *CURRENT SURVEY CONTROL
 GO0441  ___________________________________________________________________
 GO0441* NAD 83(1992)-  36 59 41.92712(N)    108 35 39.55415(W)     ADJUSTED  
 GO0441* NAVD 88     -      2094.3    (meters)    6871.     (feet)  VERTCON   
 GO0441  ___________________________________________________________________
 GO0441  LAPLACE CORR-           2.15  (seconds)                    DEFLEC99
 GO0441  GEOID HEIGHT-         -20.41  (meters)                     GEOID03
 GO0441
 GO0441  HORZ ORDER  -  FIRST
 GO0441
 GO0441.The horizontal coordinates were established by classical geodetic methods
 GO0441.and adjusted by the National Geodetic Survey in December 1993..
 GO0441
 GO0441.The NAVD 88 height was computed by applying the VERTCON shift value to
 GO0441.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GO0441
 GO0441.The Laplace correction was computed from DEFLEC99 derived deflections.
 GO0441
 GO0441.The geoid height was determined by GEOID03.
 GO0441
 GO0441;                    North         East     Units Scale Factor Converg.
 GO0441;SPC NM W     -   665,194.792   762,263.889   MT  0.99997317   -0 27 28.6
 GO0441;SPC NM W     - 2,182,393.25  2,500,860.78   sFT  0.99997317   -0 27 28.6
 GO0441;SPC CO S     -   345,800.677   638,989.180   MT  1.00005180   -1 53 52.8
 GO0441;SPC CO S     - 1,134,514.39  2,096,417.00   sFT  1.00005180   -1 53 52.8
 GO0441;UTM  12      - 4,097,020.782   714,079.471   MT  1.00016462   +1 26 53.4
 GO0441
 GO0441!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GO0441!SPC NM W     -   0.99967464  x   0.99997317  =   0.99964782
 GO0441!SPC CO S     -   0.99967464  x   1.00005180  =   0.99972642
 GO0441!UTM  12      -   0.99967464  x   1.00016462  =   0.99983921
 GO0441
 GO0441|---------------------------------------------------------------------|
 GO0441| PID    Reference Object                     Distance      Geod. Az  |
 GO0441|                                                           dddmmss.s |
 GO0441| CD3372 DOVE RM 1                            35.226 METERS 16246     |
 GO0441| GO0491 SHIPROCK HIGHEST PINNACLE           APPROX.40.4 KM 2122430.4 |
 GO0441| CD3373 DOVE RM 2                            44.044 METERS 26809     |
 GO0441|---------------------------------------------------------------------|
 GO0441
 GO0441                          SUPERSEDED SURVEY CONTROL
 GO0441
 GO0441  NAD 83(1992)-  36 59 41.92744(N)    108 35 39.55447(W) AD(       ) 1
 GO0441  NAD 83(1992)-  36 59 41.92557(N)    108 35 39.55471(W) AD(       ) 1
 GO0441  NAD 83(1986)-  36 59 41.92011(N)    108 35 39.55931(W) AD(       ) 1
 GO0441  NAD 27      -  36 59 41.93700(N)    108 35 37.23400(W) AD(       ) 1
 GO0441  NGVD 29 (07/19/86) 2093.3    (m)         6868.     (f) VERT ANG       
 GO0441
 GO0441.Superseded values are not recommended for survey control.
 GO0441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GO0441.See file dsdata.txt to determine how the superseded data were derived.
 GO0441
 GO0441_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYF1407997021(NAD 83)
 GO0441_MARKER: DS = TRIANGULATION STATION DISK
 GO0441_SETTING: 80 = SET IN A BOULDER
 GO0441_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 GO0441_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GO0441+SATELLITE: SATELLITE OBSERVATIONS - April 18, 2005
 GO0441
 GO0441  HISTORY     - Date     Condition        Report By
 GO0441  HISTORY     - 1936     MONUMENTED       CGS
 GO0441  HISTORY     - 1971     GOOD             NMHD
 GO0441  HISTORY     - 20050418 GOOD             BLM
 GO0441
 GO0441                          STATION DESCRIPTION
 GO0441
 GO0441'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (CP)
 GO0441'STATION IS ABOUT 24 MILES, AIR LINE, S OF THE TOWN OF CORTEZ,
 GO0441'AND ABOUT 1/2 MILE S OF THE UTAH STATE LINE, ABOUT 3 MILES W OF
 GO0441'THE NE CORNER OF NAVAJO INDIAN RESERVATION AND ABOUT 7 MILES E OF
 GO0441'U.S. HIGHWAY 666 WHERE IT CROSSES THE STATE LINE.  STATION IS ON
 GO0441'THE HIGHEST POINT AND ON THE S EDGE OF THE SECOND AND HIGHEST
 GO0441'MESA KNOWN IN LOCALITY AS TANNER MESA.
 GO0441'
 GO0441'STATION MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL HOLE
 GO0441'IN A BOULDER.
 GO0441'
 GO0441'REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED IN DRILL
 GO0441'HOLES IN OUTCROPPING BEDROCK.
 GO0441'
 GO0441'REACHED FROM CORTEZ AS FOLLOWS--FROM W END OF TOWN, END OF
 GO0441'PAVEMENT, TAKE GRAVEL U.S. HIGHWAY 666 S FOR 26.6 MILES TO THE
 GO0441'STATE LINE.  THENCE CONTINUE AHEAD ON U.S. HIGHWAY 666 FOR 0.1
 GO0441'MILE TO A DIM UNIMPROVED ROAD WHICH FORKS TO THE LEFT (ABOUT
 GO0441'0.05 MILE BEFORE REACHING A BRIDGE).  THENCE LEAVE U.S.
 GO0441'HIGHWAY 666 TAKING THIS LEFT FORK AND FOLLOWING UNIMPROVED ROAD
 GO0441'FOR 1.5 MILES (PASSING INDIAN HOGANS ON BOTH SIDES OF ROAD)
 GO0441'TO FORKS.  TAKE LEFT FORK ON MAIN-TRAVELED ROAD SSE TOWARDS S
 GO0441'BASE OF MESA FOR 0.3 MILE TO FORKS AMONG SOME LARGE BOULDERS
 GO0441'JUST AFTER PASSING POINT OF MESA (THERE IS AN ARROW AND THE
 GO0441'LETTERS TP PAINTED ON A LARGE BOULDER TO THE RIGHT OF THIS
 GO0441'FORK) THENCE TAKE RIGHT FORK MAIN-TRAVELED ROAD (SE) CROSSING
 GO0441'WASH FOR 1.0 MILE TO ANGLING CROSSROADS.  THENCE CONTINUE
 GO0441'STRAIGHT AHEAD E ON MAIN-TRAVELED ROAD FOR 0.55 MILE TO A
 GO0441'WELL TRAVELED ROAD COMING IN ON THE RIGHT.  CONTINUE
 GO0441'STRAIGHT AHEAD ON MAIN-TRAVELED ROAD FOR 0.2 MILE TO ANOTHER
 GO0441'ROAD COMING IN ON THE RIGHT.  THENCE CONTINUE ON MAIN-TRAVELED
 GO0441'ROAD N AND E UP MESA FOR 0.7 MILE TO TOP OF RIM OF MESA.
 GO0441'THENCE CONTINUE EASTERLY ALONG TOP OF RIM ON MAIN-TRAVELED ROAD
 GO0441'FOR 0.9 MILE TO A FORK.  THENCE RIGHT FORK ON MAIN-TRAVELED
 GO0441'ROAD ALONG TOP OF RIM FOR 0.6 MILE TO A SIDE ROAD GOING TO
 GO0441'THE LEFT.  CONTINUE STRAIGHT AHEAD ON MAIN-TRAVELED ROAD FOR
 GO0441'0.15 MILE TO A FORK.  TAKE LEFT FORK AND FOLLOW
 GO0441'MAIN-TRAVELED ROAD FOR 2.45 MILES TO A FORK.  TAKE LEFT FORK
 GO0441'ON MAIN-TRAVELED ROAD FOR 0.35 MILE TO A FORK ABOUT 200 YARDS
 GO0441'BEFORE ARRIVING AT AN INDIAN HOUSE.  THENCE TAKE RIGHT FORK AND
 GO0441'FOLLOW MAIN-TRAVELED ROAD (NE) 0.65 MILE TO A FORK.  TAKE LEFT
 GO0441'FORK FOR ABOUT 50 YARDS TO ANOTHER FORK.  CONTINUE STRAIGHT
 GO0441'AHEAD ON LEFT FORK NORTHERLY FOR 1.3 MILES THENCE MAKE A U-TURN
 GO0441'TO THE RIGHT PICK UP ANOTHER ROAD AND FOLLOW IT SE FOR 0.8
 GO0441'MILE.  FROM HERE LEAVE ROAD AND HEAD ACROSS COUNTRY IN A
 GO0441'NORTHERLY DIRECTION FOR 0.3 MILE TO THE S BASE OF A SLIDE AT FOOT
 GO0441'OF MESA AND END OF TRUCK TRAVEL.
 GO0441'
 GO0441'FROM END OF TRUCK TRAVEL AT FOOT OF SLIDE FOLLOW UP SLIDE ON
 GO0441'A HORSE TRAIL TO A SMALL BENCH ABOUT HALF WAY UP, THEN UP STEEP
 GO0441'ROCKY SLIDE TO A PASS IN THE RIM ROCK AT THE E END OF A CONCAVITY
 GO0441'IN THE RIM ROCK, FROM TOP OF RIM GO E ALONG EDGE OF RIM FOR
 GO0441'ABOUT 5 MINUTES TO STATION.
 GO0441'
 GO0441'SHIP ROCK, A GOOD AZIMUTH OBJECT, IS A LARGE ROCK FORMATION,
 GO0441'LYING TO THE SW AND FROM A DISTANCE LOOKS VERY MUSH LIKE A LARGE
 GO0441'SHIP.
 GO0441'
 GO0441'ALL OBJECTS VISIBLE FROM GROUND.
 GO0441
 GO0441                          STATION RECOVERY (1971)
 GO0441
 GO0441'RECOVERY NOTE BY NM HIGHWAY DEPT 1971 (LJM)
 GO0441'DOVE 1936-GOOD
 GO0441
 GO0441                          STATION RECOVERY (2005)
 GO0441
 GO0441'RECOVERY NOTE BY BUREAU OF LAND MANAGEMENT 2005 (GK)
 GO0441'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1473 ***********************************************************************
 CX1473  DESIGNATION -  DOVER
 CX1473  PID         -  CX1473
 CX1473  STATE/COUNTY-  NM/OTERO
 CX1473  USGS QUAD   -  TRES HERMANOS SW (1982)
 CX1473
 CX1473                         *CURRENT SURVEY CONTROL
 CX1473  ___________________________________________________________________
 CX1473* NAD 83(1992)-  32 33 58.77052(N)    106 14 04.33960(W)     ADJUSTED  
 CX1473* NAVD 88     -      1216.43   (+/-2cm)    3990.9    (feet)  VERTCON   
 CX1473  ___________________________________________________________________
 CX1473  LAPLACE CORR-           3.13  (seconds)                    DEFLEC99
 CX1473  GEOID HEIGHT-         -23.38  (meters)                     GEOID03
 CX1473
 CX1473  HORZ ORDER  -  FIRST
 CX1473  VERT ORDER  -  THIRD ? (See Below)
 CX1473
 CX1473.The horizontal coordinates were established by classical geodetic methods
 CX1473.and adjusted by the National Geodetic Survey in December 1993..
 CX1473
 CX1473.The NAVD 88 height was computed by applying the VERTCON shift value to
 CX1473.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CX1473.The vertical order pertains to the NGVD 29 superseded value.
 CX1473
 CX1473.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1473
 CX1473.The geoid height was determined by GEOID03.
 CX1473
 CX1473;                    North         East     Units Scale Factor Converg.
 CX1473;SPC NM C     -   173,661.652   501,451.783   MT  0.99990003   +0 00 30.0
 CX1473;SPC NM C     -   569,754.94  1,645,179.72   sFT  0.99990003   +0 00 30.0
 CX1473;UTM  13      - 3,603,883.493   384,109.846   MT  0.99976561   -0 39 52.5
 CX1473
 CX1473!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1473!SPC NM C     -   0.99981272  x   0.99990003  =   0.99971277
 CX1473!UTM  13      -   0.99981272  x   0.99976561  =   0.99957837
 CX1473
 CX1473|---------------------------------------------------------------------|
 CX1473| PID    Reference Object                     Distance      Geod. Az  |
 CX1473|                                                           dddmmss.s |
 CX1473| CC7284 DOVER RM 1                           12.448 METERS 25121     |
 CX1473| CX0321 BURTON                              APPROX. 2.9 KM 3105104.3 |
 CX1473| CC7285 DOVER RM 2                           11.902 METERS 33401     |
 CX1473|---------------------------------------------------------------------|
 CX1473
 CX1473                          SUPERSEDED SURVEY CONTROL
 CX1473
 CX1473  NAD 83(1986)-  32 33 58.77762(N)    106 14 04.33950(W) AD(       ) 1
 CX1473  NAD 27      -  32 33 58.45286(N)    106 14 02.37241(W) AD(       ) 1
 CX1473  NGVD 29 (07/19/86) 1215.85   (m)         3989.0    (f) LEVELING    3  
 CX1473
 CX1473.Superseded values are not recommended for survey control.
 CX1473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1473.See file dsdata.txt to determine how the superseded data were derived.
 CX1473
 CX1473_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS8411003883(NAD 83)
 CX1473_MARKER: DS = TRIANGULATION STATION DISK
 CX1473_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX1473_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CX1473
 CX1473  HISTORY     - Date     Condition        Report By
 CX1473  HISTORY     - 1967     MONUMENTED       CGS
 CX1473
 CX1473                          STATION DESCRIPTION
 CX1473
 CX1473'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (JBJ)
 CX1473'THE STATION IS ABOUT 19-1/4 MILES NORTHEAST OF THE MISSILE RANGE
 CX1473'HEADQUARTERS, 15 MILES SOUTH-SOUTHWEST OF THE WHITE SANDS MONUMENT
 CX1473'AND 5-1/4 MILES EAST OF U. S. HIGHWAY 70.
 CX1473'
 CX1473'TO REACH THE STATION FROM THE HEADQUARTERS BUILDING, GO NORTH ON
 CX1473'HEADQUARTERS AVENUE, PASSING THROUGH CHECK POINT, FOR 4.1 MILES
 CX1473'TO U. S. HIGHWAY 70.  TURN RIGHT AND GO NORTHEAST ON U. S. HIGHWAY
 CX1473'70 FOR 4.2 MILES TO ROUTE 7 ON THE LEFT, CONTINUE NORTHEAST ON
 CX1473'HIGHWAY 70 FOR 11.4 MILES TO A PAVED ROAD ON THE LEFT AND A GRAVELED
 CX1473'ROAD ON THE RIGHT AT A GATE.  TURN RIGHT, PASSING THROUGH
 CX1473'THE GATE AND GO SOUTHERLY ON GRAVELED ROAD FOR 2.2 MILES TO A SIDE
 CX1473'ROAD ON THE LEFT, TURN LEFT AND GO EAST ON GRAVELED ROAD FOR 2.4
 CX1473'MILES TO AN ASTRODOME AND TRIANGULATION STATION BURTON ON THE
 CX1473'LEFT.  CONTINUE EAST ON A DIRT ROAD FOR 0.35 MILE TO A TELEPHONE LINE
 CX1473'CROSSING AND TELEPHONE LINE POLE NUMBER 480 ON THE LEFT.
 CX1473'FROM THIS POINT, CONTINUE EAST-SOUTHEAST, CROSS COUNTRY, FOR
 CX1473'1.7 MILES TO THE STATION.
 CX1473'
 CX1473'STATION MARK IS A STANDARD DISK, STAMPED DOVER 1967, SET IN THE TOP
 CX1473'OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT PROJECTS 6
 CX1473'INCHES ABOVE THE GROUND.  IT IS 40.0 FEET SOUTHEAST OF A WITNESS
 CX1473'POST.
 CX1473'
 CX1473'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED DOVER NO 1 1967, SET
 CX1473'IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 CX1473'PROJECTS 6 INCHES ABOVE THE GROUND.  IT IS 54.0 FEET SOUTH OF THE
 CX1473'WITNESS POST AND ABOUT THE SAME ELEVATION AS THE STATION.
 CX1473'
 CX1473'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED DOVER NO 2 1967,
 CX1473'SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER,
 CX1473'THAT PROJECTS 6 INCHES ABOVE THE GROUND.  IT IS 2.2 FEET SOUTH
 CX1473'OF THE WITNESS POST AND ABOUT THE SAME IN ELEVATION AS THE
 CX1473'STATION.
 CX1473'
 CX1473'BURTON IS A STANDARD TRIANGULATION STATION DISK, SET BY THE WHITE
 CX1473'SANDS PROVING GROUNDS, STAMPED BURTON 1966, SET IN THE TOP OF A
 CX1473'12 INCH SQUARE CONCRETE POST, THAT PROJECTS 4 INCHES ABOVE THE
 CX1473'GROUND.  IT IS 34.0 FEET NORTH OF THE CENTERLINE OF A GRAVELED
 CX1473'ROAD AND 29.7 FEET SOUTHEAST OF THE SOUTHEAST LEG OF A PLATFORM
 CX1473'MOUNTING AN ASTRODOME.
 CX1473'
 CX1473'TRIANGULATION STATION BURTON WILL SERVE FOR THE AZIMUTH MARK.
 CX1473'
 CX1473'NOTE--THE UNDERGROUND STATION MARK IS 40 INCHES BELOW THE
 CX1473'GROUND SURFACE.
 CX1473'
 CX1473'HEIGHT OF LIGHT ABOVE STATION MARK IS 23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0930 ***********************************************************************
 DR0930  DESIGNATION -  DRAW
 DR0930  PID         -  DR0930
 DR0930  STATE/COUNTY-  NM/LINCOLN
 DR0930  USGS QUAD   -  CHIVATA CANYON (1967)
 DR0930
 DR0930                         *CURRENT SURVEY CONTROL
 DR0930  ___________________________________________________________________
 DR0930* NAD 83(1992)-  33 59 27.17031(N)    104 53 52.15949(W)     ADJUSTED  
 DR0930* NAVD 88     -      1533.2    (meters)    5030.     (feet)  VERTCON   
 DR0930  ___________________________________________________________________
 DR0930  LAPLACE CORR-          -4.55  (seconds)                    DEFLEC99
 DR0930  GEOID HEIGHT-         -22.75  (meters)                     GEOID03
 DR0930
 DR0930  HORZ ORDER  -  SECOND
 DR0930
 DR0930.The horizontal coordinates were established by classical geodetic methods
 DR0930.and adjusted by the National Geodetic Survey in December 1993..
 DR0930
 DR0930.The NAVD 88 height was computed by applying the VERTCON shift value to
 DR0930.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DR0930
 DR0930.The Laplace correction was computed from DEFLEC99 derived deflections.
 DR0930
 DR0930.The geoid height was determined by GEOID03.
 DR0930
 DR0930;                    North         East     Units Scale Factor Converg.
 DR0930;SPC NM C     -   332,466.627   624,925.906   MT  1.00009233   +0 45 21.8
 DR0930;SPC NM C     - 1,090,767.59  2,050,277.74   sFT  1.00009233   +0 45 21.8
 DR0930;SPC NM E     -   331,789.053   112,848.678   MT  0.99994261   -0 18 56.1
 DR0930;SPC NM E     - 1,088,544.58    370,237.70   sFT  0.99994261   -0 18 56.1
 DR0930;UTM  13      - 3,761,149.546   509,436.919   MT  0.99960110   +0 03 25.6
 DR0930
 DR0930!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR0930!SPC NM C     -   0.99976294  x   1.00009233  =   0.99985525
 DR0930!SPC NM E     -   0.99976294  x   0.99994261  =   0.99970556
 DR0930!UTM  13      -   0.99976294  x   0.99960110  =   0.99936413
 DR0930
 DR0930|---------------------------------------------------------------------|
 DR0930| PID    Reference Object                     Distance      Geod. Az  |
 DR0930|                                                           dddmmss.s |
 DR0930| CJ6246 DRAW RM 2                            16.998 METERS 04843     |
 DR0930| DR0927 MESA PUMPING STA MICROWAVE TWR      APPROX.12.7 KM 1113149.5 |
 DR0930| DR0926 FILL                                APPROX.10.1 KM 1235912.5 |
 DR0930| CJ6245 DRAW RM 1                            14.479 METERS 13801     |
 DR0930|---------------------------------------------------------------------|
 DR0930
 DR0930                          SUPERSEDED SURVEY CONTROL
 DR0930
 DR0930  NAD 83(1986)-  33 59 27.17594(N)    104 53 52.15801(W) AD(       ) 2
 DR0930  NAD 27      -  33 59 26.87260(N)    104 53 50.21261(W) AD(       ) 2
 DR0930  NGVD 29 (07/19/86) 1532.5    (m)         5028.     (f) VERT ANG       
 DR0930
 DR0930.Superseded values are not recommended for survey control.
 DR0930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0930.See file dsdata.txt to determine how the superseded data were derived.
 DR0930
 DR0930_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SET0943761150(NAD 83)
 DR0930_MARKER: DD = SURVEY DISK
 DR0930_SETTING: 66 = SET IN ROCK OUTCROP
 DR0930
 DR0930  HISTORY     - Date     Condition        Report By
 DR0930  HISTORY     - 1967     MONUMENTED       USGS
 DR0930
 DR0930                          STATION DESCRIPTION
 DR0930
 DR0930'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (FJG)
 DR0930'STATION IS LOCATED ABOUT 46.5 MI. N 28 DEG W OF ROSWELL, NEW
 DR0930'MEXICO, ABOUT 18 MI. N 74 DEG W OF THE JUNCTION OF U.S. HIGHWAY
 DR0930'285 AND STATE HIGHWAY 20, ON THE NORTHERN MOST AND HIGHEST
 DR0930'POINT OF A SMALL RANGE OF ROCKY HILLS, THE STATION IS 10 FT. SW
 DR0930'OF A USGS WITNESS SIGN MOUNTED ON A MOTEL POST.  THE STATION
 DR0930'SITE CAN BE LOCATED ON THE ROSWELL (NI 13-8) 1--250,000 SERIES
 DR0930'MAP.
 DR0930'
 DR0930'STATION MARK--A USGS TABLET SET IN ROCK OUTCROP FLUSH WITH THE
 DR0930'GROUND AND STAMPED DRAW ET 1967.
 DR0930'
 DR0930'REFERENCE MARK NO. 1--A USGS TABLET SET IN A LARGE FLAT ROCK
 DR0930'OUTCROP 3 FT. LOWER THAN STATION AND STAMPED DRAW ET RM NO. 1 1967.
 DR0930'
 DR0930'REFERENCE MARK NO. 2--A USGS TABLET SET IN ROCK OUTCROP
 DR0930'PROJECTING 0.2 FT., 1 FT. HIGHER THAN STATION AND STAMPED DRAW
 DR0930'ET RM 2 1967.
 DR0930'
 DR0930'STATION FILL ET 1967 IS VISIBLE FROM THE GROUND AND WILL SERVE
 DR0930'AS THE AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1522 ***********************************************************************
 CX1522  DESIGNATION -  DREW
 CX1522  PID         -  CX1522
 CX1522  STATE/COUNTY-  NM/DONA ANA
 CX1522  USGS QUAD   -  HEART OF THE SANDS NW (1982)
 CX1522
 CX1522                         *CURRENT SURVEY CONTROL
 CX1522  ___________________________________________________________________
 CX1522* NAD 83(1992)-  32 57 16.73600(N)    106 28 01.76635(W)     ADJUSTED  
 CX1522* NAVD 88     -      1190.28   (+/-2cm)    3905.1    (feet)  VERTCON   
 CX1522  ___________________________________________________________________
 CX1522  LAPLACE CORR-          -2.86  (seconds)                    DEFLEC99
 CX1522  GEOID HEIGHT-         -23.20  (meters)                     GEOID03
 CX1522
 CX1522  HORZ ORDER  -  FIRST
 CX1522  VERT ORDER  -  THIRD ? (See Below)
 CX1522
 CX1522.The horizontal coordinates were established by classical geodetic methods
 CX1522.and adjusted by the National Geodetic Survey in December 1993..
 CX1522
 CX1522.The NAVD 88 height was computed by applying the VERTCON shift value to
 CX1522.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CX1522.The vertical order pertains to the NGVD 29 superseded value.
 CX1522
 CX1522.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1522
 CX1522.The geoid height was determined by GEOID03.
 CX1522
 CX1522;                    North         East     Units Scale Factor Converg.
 CX1522;SPC NM C     -   216,743.352   479,697.585   MT  0.99990508   -0 07 05.3
 CX1522;SPC NM C     -   711,098.81  1,573,807.83   sFT  0.99990508   -0 07 05.3
 CX1522;UTM  13      - 3,647,214.545   362,868.035   MT  0.99983187   -0 47 53.6
 CX1522
 CX1522!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1522!SPC NM C     -   0.99981680  x   0.99990508  =   0.99972190
 CX1522!UTM  13      -   0.99981680  x   0.99983187  =   0.99964870
 CX1522
 CX1522:                Primary Azimuth Mark                     Grid Az
 CX1522:SPC NM C     -  RF 4C RL 20                              185 16 50.1
 CX1522:UTM  13      -  RF 4C RL 20                              185 57 38.4
 CX1522
 CX1522|---------------------------------------------------------------------|
 CX1522| PID    Reference Object                     Distance      Geod. Az  |
 CX1522|                                                           dddmmss.s |
 CX1522| CC8102 RF 4C RL 20                                        1850944.8 |
 CX1522| CC7288 DREW RM 1                            17.333 METERS 25427     |
 CX1522| CC7289 DREW RM 2                            17.573 METERS 34828     |
 CX1522|---------------------------------------------------------------------|
 CX1522
 CX1522                          SUPERSEDED SURVEY CONTROL
 CX1522
 CX1522  NAD 83(1986)-  32 57 16.74247(N)    106 28 01.76865(W) AD(       ) 1
 CX1522  NAD 27      -  32 57 16.44597(N)    106 27 59.75872(W) AD(       ) 1
 CX1522  NGVD 29 (07/19/86) 1189.69   (m)         3903.2    (f) LEVELING    3  
 CX1522
 CX1522.Superseded values are not recommended for survey control.
 CX1522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1522.See file dsdata.txt to determine how the superseded data were derived.
 CX1522
 CX1522_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS6286847215(NAD 83)
 CX1522_MARKER: DS = TRIANGULATION STATION DISK
 CX1522_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX1522_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CX1522
 CX1522  HISTORY     - Date     Condition        Report By
 CX1522  HISTORY     - 1968     MONUMENTED       CGS
 CX1522
 CX1522                          STATION DESCRIPTION
 CX1522
 CX1522'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JBJ)
 CX1522'THE STATION IS ABOUT 23-3/4 MILES WEST-NORTHWEST OF HOLLOMAN AIR
 CX1522'FORCE BASE AND 2-1/2 MILES EAST OF ROUTE NUMBER 7, IN FLAT, SANDY,
 CX1522'WASTELAND ON WHITE SANDS MISSILE RANGE.
 CX1522'
 CX1522'TO REACH THE STATION FROM THE SOUTH END OF THE HIGH SPEED TEST
 CX1522'TRACK ON HOLLOMAN AIR FORCE BASE, GO WESTERLY ON ROAD 303, THE MAIN
 CX1522'TRAVELED ROAD FOR 9.2 MILES TO A FORK AND GUARD SHACK ON THE
 CX1522'LEFT.  TAKE THE RIGHT FORK AND GO NORTH ON ROAD 303 FOR 4.35 MILES
 CX1522'TO WHERE ROAD 303 TURNS SHARP LEFT AND BUILDING NUMBER 29015
 CX1522'STRAIGHT AHEAD.  CONTINUE AHEAD, NORTH ON GRADED ROAD FOLLOWING
 CX1522'A TELEPHONE LINE FOR 3.8 MILES TO A TRIANGULE BLAZE ON A
 CX1522'TELEPHONE LINE POLE.  TURN LEFT AND GO WEST, CROSS COUNTRY FOR
 CX1522'4.7 MILES TO THE STATION.  TO REACH RF-4C RL 20 USE FROM THE
 CX1522'STATION GO SOUTH FOR 0.2 MILE TO THE MARK.
 CX1522'
 CX1522'STATION MARK IS A STANDARD DISK, STAMPED DREW 1968, SET IN THE TOP OF
 CX1522'A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT PROJECTS 3 INCHES
 CX1522'ABOVE THE GROUND.  IT IS 6.0 FEET EAST OF A WITNESS POST.  THE
 CX1522'UNDERGROUND MARK IS 36 INCHES BELOW THE GROUND SURFACE.
 CX1522'
 CX1522'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED DREW NO 1 1968,
 CX1522'SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 CX1522'PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS 2.7 FEET EAST OF A
 CX1522'WITNESS POST AND ABOUT THE SAME ELEVATION AS THE STATION.
 CX1522'
 CX1522'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED DREW NO 2 1968, SET
 CX1522'IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 CX1522'PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS 57.7 FEET
 CX1522'NORTH-NORTHWEST OF THE WITNESS POST NEAR THE STATION AND ABOUT THE
 CX1522'SAME ELEVATION AS THE STATION.
 CX1522'
 CX1522'RF-4C RL 20 USE IS A BRONZE DISK OF THE U. S. ARMY CORPS OF
 CX1522'ENGINEERS, STAMPED RF-4C RL 20 1963 ALBUQERQUE DIST, SET IN THE TOP
 CX1522'OF A 12 INCH SQUARE CONCRETE POST, THAT PROJECTS 4 INCHES ABOVE THE
 CX1522'GROUND.  IT IS 2.5 FEET NORTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0753 ***********************************************************************
 FN0753  DESIGNATION -  DRIGGERS
 FN0753  PID         -  FN0753
 FN0753  STATE/COUNTY-  NM/GUADALUPE
 FN0753  USGS QUAD   -  CATFISH FALLS (1976)
 FN0753
 FN0753                         *CURRENT SURVEY CONTROL
 FN0753  ___________________________________________________________________
 FN0753* NAD 83(1992)-  35 06 11.15190(N)    104 44 47.40046(W)     ADJUSTED  
 FN0753* NAVD 88     -      1594.8    (meters)    5232.     (feet)  VERTCON   
 FN0753  ___________________________________________________________________
 FN0753  LAPLACE CORR-          -3.90  (seconds)                    DEFLEC99
 FN0753  GEOID HEIGHT-         -21.77  (meters)                     GEOID03
 FN0753
 FN0753  HORZ ORDER  -  THIRD
 FN0753
 FN0753.The horizontal coordinates were established by classical geodetic methods
 FN0753.and adjusted by the National Geodetic Survey in December 1993..
 FN0753
 FN0753.The NAVD 88 height was computed by applying the VERTCON shift value to
 FN0753.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FN0753
 FN0753.The Laplace correction was computed from DEFLEC99 derived deflections.
 FN0753
 FN0753.The geoid height was determined by GEOID03.
 FN0753
 FN0753;                    North         East     Units Scale Factor Converg.
 FN0753;SPC NM E     -   455,093.128   127,333.442   MT  0.99992657   -0 14 15.3
 FN0753;SPC NM E     - 1,493,084.70    417,759.80   sFT  0.99992657   -0 14 15.3
 FN0753;UTM  13      - 3,884,505.701   523,103.257   MT  0.99960658   +0 08 44.8
 FN0753
 FN0753!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FN0753!SPC NM E     -   0.99975316  x   0.99992657  =   0.99967975
 FN0753!UTM  13      -   0.99975316  x   0.99960658  =   0.99935983
 FN0753
 FN0753                          SUPERSEDED SURVEY CONTROL
 FN0753
 FN0753  NAD 83(1992)-  35 06 11.15927(N)    104 44 47.39717(W) AD(       ) 3
 FN0753  NGVD 29 (12/31/91) 1594.0    (m)         5230.     (f) VERT ANG       
 FN0753
 FN0753.Superseded values are not recommended for survey control.
 FN0753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0753.See file dsdata.txt to determine how the superseded data were derived.
 FN0753
 FN0753_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEU2310384506(NAD 83)
 FN0753_MARKER: DS = TRIANGULATION STATION DISK
 FN0753_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 FN0753_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FN0753
 FN0753  HISTORY     - Date     Condition        Report By
 FN0753  HISTORY     - 1963     MONUMENTED       USGS
 FN0753
 FN0753                          STATION DESCRIPTION
 FN0753
 FN0753'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 FN0753'STATION LOCATED NEAR THE W. RIM OF A MESA, MIDWAY BETWEEN RD. FORK AND
 FN0753'GROUP OF TREES AT HEAD OF DRAIN.
 FN0753'
 FN0753'TO REACH STATION FROM COURTHOUSE IN SANTA ROSA, GO 2.7 MI. E. ON U.S.
 FN0753'HIGHWAY 66 TO RAILROAD UNDERPASS, THEN LEFT (N.) 7.0 MI. ALONG MAIN
 FN0753'TRAVELED RD. TO Y-FORK, THEN LEFT (W.) 1.4 MI. TO FORK ON W. SIDE OF
 FN0753'DRAIN, THEN LEFT 1.8 MI. TO FORK, THEN LEFT 0.2 MI. TO FORK, THEN
 FN0753'RIGHT 1.3 MI. TO FORK ON MESA TOP, RIGHT 0.9 MI. TO DIM TRACK S. AND
 FN0753'STATION, 150 FT. W.
 FN0753'
 FN0753'STATION MARK--STANDARD TABLET STAMPED---DRIGGERS-ET 1963---, SET IN
 FN0753'CONCRETE POST PROJECTING 10 IN. ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0989 ***********************************************************************
 FM0989  DESIGNATION -  DRIPPING
 FM0989  PID         -  FM0989
 FM0989  STATE/COUNTY-  NM/QUAY
 FM0989  USGS QUAD   -  HUDSON (1968)
 FM0989
 FM0989                         *CURRENT SURVEY CONTROL
 FM0989  ___________________________________________________________________
 FM0989* NAD 83(1992)-  35 19 46.62386(N)    103 36 13.46089(W)     ADJUSTED  
 FM0989* NAVD 88     -      1255.3    (meters)    4118.     (feet)  VERTCON   
 FM0989  ___________________________________________________________________
 FM0989  LAPLACE CORR-          -1.80  (seconds)                    DEFLEC99
 FM0989  GEOID HEIGHT-         -23.09  (meters)                     GEOID03
 FM0989
 FM0989  HORZ ORDER  -  FIRST
 FM0989
 FM0989.The horizontal coordinates were established by classical geodetic methods
 FM0989.and adjusted by the National Geodetic Survey in December 1993..
 FM0989
 FM0989.The NAVD 88 height was computed by applying the VERTCON shift value to
 FM0989.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FM0989
 FM0989.The Laplace correction was computed from DEFLEC99 derived deflections.
 FM0989
 FM0989.The geoid height was determined by GEOID03.
 FM0989
 FM0989;                    North         East     Units Scale Factor Converg.
 FM0989;SPC NM E     -   480,388.126   231,329.698   MT  0.99996329   +0 25 18.9
 FM0989;SPC NM E     - 1,576,073.38    758,954.18   sFT  0.99996329   +0 25 18.9
 FM0989;UTM  13      - 3,910,491.690   626,902.269   MT  0.99979846   +0 48 27.1
 FM0989
 FM0989!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FM0989!SPC NM E     -   0.99980663  x   0.99996329  =   0.99976993
 FM0989!UTM  13      -   0.99980663  x   0.99979846  =   0.99960513
 FM0989
 FM0989|---------------------------------------------------------------------|
 FM0989| PID    Reference Object                     Distance      Geod. Az  |
 FM0989|                                                           dddmmss.s |
 FM0989| CJ6248 DRIPPING RM 1                        15.282 METERS 02718     |
 FM0989| CJ6249 DRIPPING RM 2                        56.369 METERS 08349     |
 FM0989| FM1009 AIRWAY BN 87A SE OF TUCUMCARI       APPROX.23.3 KM 2014930.8 |
 FM0989| CJ6247 DRIPPING AZ MK                                     2211742.4 |
 FM0989|---------------------------------------------------------------------|
 FM0989
 FM0989                          SUPERSEDED SURVEY CONTROL
 FM0989
 FM0989  NAD 83(1986)-  35 19 46.63273(N)    103 36 13.45636(W) AD(       ) 1
 FM0989  NAD 27      -  35 19 46.44300(N)    103 36 11.58600(W) AD(       ) 1
 FM0989  NGVD 29 (07/19/86) 1254.7    (m)         4116.     (f) VERT ANG       
 FM0989
 FM0989.Superseded values are not recommended for survey control.
 FM0989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0989.See file dsdata.txt to determine how the superseded data were derived.
 FM0989
 FM0989_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFV2690210492(NAD 83)
 FM0989_MARKER: DS = TRIANGULATION STATION DISK
 FM0989_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0989
 FM0989  HISTORY     - Date     Condition        Report By
 FM0989  HISTORY     - 1921     MONUMENTED       CGS
 FM0989  HISTORY     - 1935     GOOD             CGS
 FM0989  HISTORY     - 1960     GOOD             CGS
 FM0989
 FM0989                          STATION DESCRIPTION
 FM0989
 FM0989'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 FM0989'THE STATION IS ABOUT 10 MILES NORTH AND 7 MILES EAST OF
 FM0989'TUCUMERI, 1-1/2 MILES SOUTHEAST OF DRIPPING SPRINGS, IN THE
 FM0989'NW 1/4 SEC. 25, T. 13 N., R. 31 E., ABOUT 3/4 MILE NORTHEAST
 FM0989'OF HUBERT OSBOURNES HOUSE, ON TOP OF THE BLUFFS ON THE SOUTH SIDE
 FM0989'OF THE CANADIAN RIVER, ABOUT 15 FEET SOUTH OF THE BREAK IN
 FM0989'THE SLOPE, AND ABOUT 120 FEET SOUTH OF THE CLIFFS WHICH DROP
 FM0989'ABOUT 300 FEET TO THE RIVER VALLEY.  THE STATION AND
 FM0989'UNDERGROUND MARKS ARE STANDARD DISKS SET IN CONCRETE.
 FM0989'THE REFERENCE MARKS ARE STANDARD
 FM0989'REFERENCE MARK DISKS SET IN ROCK.  IN
 FM0989'1921 THE REFERENCE MARKS WERE REPORTED AS FOLLOWS--NO. 1
 FM0989'IS 15.35 METERS (50.4 FEET) FROM THE STATION,
 FM0989'AND NO. 2 IS 56.65 METERS (185.9 FEET) FROM THE
 FM0989'STATION.  IN 1935 THE MARKS WERE
 FM0989'RECOVERED AND THE REFERENCE MARKS WERE REPORTED AS
 FM0989'FOLLOWS--NO. 1 IS 50.26 FEET FROM THE STATION,
 FM0989'AND NO. 2 IS 184.76 FEET FROM THE
 FM0989'STATION.  IN 1935 AND AZIMUTH MARK,
 FM0989'A STANDARD DISK SET IN CONCRETE WAS
 FM0989'ESTABLISHED 9-1/2 FOOT EAST OF THE CENTER OF A TRAIL, 5-1/2
 FM0989'FEET EAST OF THE EAST EDGE OF A CATTLE GUARD, 186 FEET EAST
 FM0989'OF A FENCE EAST OF THE RANCH HOUSE, BELONGING TO H. OSBOURNE,
 FM0989'AND 0.5 MILE FROM THE STATION.
 FM0989'STATION WARMUTH MAY ALSO BE USED AS AN AZIMUTH MARK.
 FM0989
 FM0989                          STATION RECOVERY (1960)
 FM0989
 FM0989'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HWK)
 FM0989'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2
 FM0989'AND THE AZIMUTH MARK WERE RECOVERED AS DESCRIBED IN 1935.
 FM0989'
 FM0989'THE DIRECTIONS TO THE REFERENCE MARKS AND THE AZIMUTH MARK
 FM0989'WERE VERIFIED.
 FM0989'
 FM0989'THE REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION AND
 FM0989'HORIZONTAL DISTANCES WERE COMPUTED FROM SLOPE DISTANCES AND
 FM0989'VERTICAL ANGLES.
 FM0989'
 FM0989'THE DISTANCE TO REFERENCE MARK NO. 1 WAS FOUND TO BE 12 FEET
 FM0989'(SHORTER), REFERENCE MARK NO. 2 .18 FEET (LONGER), AND
 FM0989'BETWEEN THE REFERENCE MARKS .08 FEET (LONGER) THAN PREVIOUSLY
 FM0989'MEASURED.
 FM0989'
 FM0989'A NEW TO REACH FOLLOWS--
 FM0989'
 FM0989'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 54 AND
 FM0989'STATE HIGHWAY 18, AT FIRST AND E. MAIN STREETS IN TUCUMCARI, GO
 FM0989'EAST AND NORTHEAST ON HIGHWAY 54 FOR 1.7 MILES TO A RAILROAD
 FM0989'OVERPASS.  CONTINUE NORTHEAST ON HIGHWAY 54 FOR 5.4 MILES TO A
 FM0989'CROSSROAD. TURN LEFT AND GO NORTH ON A DIRT ROAD 4.1 MILES
 FM0989'TO A CATTLE GUARD.  CONTINUE NORTH ON THE MAIN ROAD 0.9 MILE TO
 FM0989'A T-ROAD.  TURN RIGHT AND GO EAST 0.2 MILE TO A SIDE ROAD ON THE
 FM0989'LEFT JUST AFTER CROSSING A CATTLE GUARD.  TURN LEFT AND GO
 FM0989'NORTH 1.0 MILE TO A CROSSROAD.  CONTINUE STRAIGHT AHEAD,
 FM0989'NORTH ON THE MAIN ROAD 0.4 MILE TO A CATTLE GUARD AND THE
 FM0989'AZIMUTH MARK ON THE RIGHT.  CONTINUE NORTH 0.05 MILE TO A
 FM0989'BOARD GATE ON THE LEFT AT AN ENTRANCE TO A RANCH HOUSE.
 FM0989'BEAR RIGHT AND GO NORTH AND EAST ON A TRACK ROAD 0.2 MILE TO A
 FM0989'ROAD FORK.  TAKE THE RIGHT FORK AND GO NORTH AND EAST 0.5
 FM0989'MILE TO THE HIGHEST PART OF THE HILL AND THE STATION JUST
 FM0989'NORTH OF THE TRACK ROAD.
 FM0989'
 FM0989'A STANDARD METAL WITNESS POST WAS SET 5.9 FEET EAST AND 2.6
 FM0989'FEET NORTH OF THE STATION MARK AND THE AZIMUTH MARK RESPECTIVELY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS1193 ***********************************************************************
 DS1193  DESIGNATION -  DRUB
 DS1193  PID         -  DS1193
 DS1193  STATE/COUNTY-  NM/DONA ANA
 DS1193  USGS QUAD   -  LUMLEY LAKE (1982)
 DS1193
 DS1193                         *CURRENT SURVEY CONTROL
 DS1193  ___________________________________________________________________
 DS1193* NAD 83(1992)-  33 00 06.72365(N)    106 23 43.63570(W)     ADJUSTED  
 DS1193* NAVD 88     -      1205.31   (+/-2cm)    3954.4    (feet)  VERTCON   
 DS1193  ___________________________________________________________________
 DS1193  LAPLACE CORR-           0.13  (seconds)                    DEFLEC99
 DS1193  GEOID HEIGHT-         -23.26  (meters)                     GEOID03
 DS1193
 DS1193  HORZ ORDER  -  FIRST
 DS1193  VERT ORDER  -  THIRD ? (See Below)
 DS1193
 DS1193.The horizontal coordinates were established by classical geodetic methods
 DS1193.and adjusted by the National Geodetic Survey in December 1993..
 DS1193
 DS1193.The NAVD 88 height was computed by applying the VERTCON shift value to
 DS1193.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DS1193.The vertical order pertains to the NGVD 29 superseded value.
 DS1193
 DS1193.The Laplace correction was computed from DEFLEC99 derived deflections.
 DS1193
 DS1193.The geoid height was determined by GEOID03.
 DS1193
 DS1193;                    North         East     Units Scale Factor Converg.
 DS1193;SPC NM C     -   221,968.052   486,408.462   MT  0.99990228   -0 04 45.2
 DS1193;SPC NM C     -   728,240.18  1,595,825.10   sFT  0.99990228   -0 04 45.2
 DS1193;UTM  13      - 3,652,358.745   369,639.931   MT  0.99980953   -0 45 36.6
 DS1193
 DS1193!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS1193!SPC NM C     -   0.99981445  x   0.99990228  =   0.99971675
 DS1193!UTM  13      -   0.99981445  x   0.99980953  =   0.99962402
 DS1193
 DS1193:                Primary Azimuth Mark                     Grid Az
 DS1193:SPC NM C     -  CHUB                                     174 14 34.5
 DS1193:UTM  13      -  CHUB                                     174 55 25.9
 DS1193
 DS1193|---------------------------------------------------------------------|
 DS1193| PID    Reference Object                     Distance      Geod. Az  |
 DS1193|                                                           dddmmss.s |
 DS1193| CX1515 CHUB                                APPROX. 5.3 KM 1740949.3 |
 DS1193| CD2826 DRUB RM 1                            19.395 METERS 22656     |
 DS1193| CD2827 DRUB RM 2                            18.364 METERS 31437     |
 DS1193|---------------------------------------------------------------------|
 DS1193
 DS1193                          SUPERSEDED SURVEY CONTROL
 DS1193
 DS1193  NAD 83(1986)-  33 00 06.73039(N)    106 23 43.63810(W) AD(       ) 1
 DS1193  NAD 27      -  33 00 06.43159(N)    106 23 41.63395(W) AD(       ) 1
 DS1193  NGVD 29 (07/19/86) 1204.70   (m)         3952.4    (f) LEVELING    3  
 DS1193
 DS1193.Superseded values are not recommended for survey control.
 DS1193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS1193.See file dsdata.txt to determine how the superseded data were derived.
 DS1193
 DS1193_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS6964052359(NAD 83)
 DS1193_MARKER: DS = TRIANGULATION STATION DISK
 DS1193_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS1193_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DS1193
 DS1193  HISTORY     - Date     Condition        Report By
 DS1193  HISTORY     - 1968     MONUMENTED       CGS
 DS1193
 DS1193                          STATION DESCRIPTION
 DS1193
 DS1193'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JBJ)
 DS1193'THE STATION IS ABOUT 22 MILES WEST-SOUTHWEST OF TULAROSA AND 20
 DS1193'MILES NORTHWEST OF HOLLOMAN AIR FORCE BASE.
 DS1193'
 DS1193'TO REACH THE STATION FROM THE SOUTH END OF THE HOLLOMAN AIR FORCE
 DS1193'BASE HIGH SPEED TEST TRACK, GO WESTERLY ON ROAD 303, FOR 9.1 MILES TO
 DS1193'A FORK AND A GUARD SHACK ON THE LEFT.  BEAR RIGHT AND GO
 DS1193'NORTHWEST THEN NORTH, ON ROAD 303, FOR 4.2 MILES TO A SHARP TURN
 DS1193'LEFT AND BUILDING NUMBER 29015 AHEAD.  GO NORTH AND
 DS1193'NORTHWESTERLY ALONG A TELEPHONE LINE FOR 3.9 MILES TO A
 DS1193'TRIANGULAR BLAZED TELEPHONE LINE POLE AND STATION CHUB ON THE
 DS1193'LEFT.  CONTINUE NORTHWESTERLY ALONG THE TELEPHONE LINE FOR 2.7
 DS1193'MILES TO A TRIANGULAR BLAZED TELEPHONE LINE POLE.  (TO REACH TS
 DS1193'656 FROM THIS POINT GO SOUTH FOR 0.25 MILE TO THE MARK.) TURN
 DS1193'RIGHT AND GO NORTHEAST THEN NORTH, FOR 1.0 MILE TO THE STATION.
 DS1193'
 DS1193'THE STATION MARK IS A STANDARD DISK, STAMPED DRUB 1968, SET IN THE
 DS1193'TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT PROJECTS 6
 DS1193'INCHES ABOVE THE GROUND SURFACE.  IT IS 65.6 FEET NORTHEAST OF A
 DS1193'WITNESS POST AND 8.0 FEET SOUTH OF A WITNESS POST.  THE
 DS1193'UNDERGROUND MARK WAS SET 40 INCHES BELOW THE SURFACE OF THE
 DS1193'GROUND.
 DS1193'
 DS1193'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED DRUB NO 1 1968, SET
 DS1193'IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 DS1193'PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS 71.0 FEET SOUTHWEST OF
 DS1193'A WITNESS POST, 2.4 FEET NORTH OF A WITNESS POST AND ABOUT 1 FOOT
 DS1193'LOWER IN ELEVATION THAN THE STATION.
 DS1193'
 DS1193'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED DRUB NO 2 1968, SET
 DS1193'IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 DS1193'PROJECTS 6 INCHES ABOVE THE GROUND.  IT IS 88.0 FEET NORTH OF A
 DS1193'WITNESS POST, 58.0 FEET WEST OF A WITNESS POST AND ABOUT 2 FEET
 DS1193'LOWER IN ELEVATION THAN THE STATION.
 DS1193'
 DS1193'TS 656 WSPG IS A WHITE SANDS PROVING GROUNDS BRONZE DISK, STAMPED
 DS1193'656 TS 656, SET IN THE TOP OF A ROUND CONCRETE POST, 6 INCHES IN
 DS1193'DIAMETER, THAT PROJECTS 8 INCHES ABOVE THE GROUND.  IT IS 2.5 FEET
 DS1193'NORTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1740 ***********************************************************************
 CX1740  DESIGNATION -  DRY
 CX1740  PID         -  CX1740
 CX1740  STATE/COUNTY-  NM/DONA ANA
 CX1740  USGS QUAD   -  GOLDENBURG DRAW (1981)
 CX1740
 CX1740                         *CURRENT SURVEY CONTROL
 CX1740  ___________________________________________________________________
 CX1740* NAD 83(1992)-  32 43 00.44463(N)    106 44 40.72963(W)     ADJUSTED  
 CX1740* NAVD 88     -      1237.45   (+/-2cm)    4059.9    (feet)  VERTCON   
 CX1740  ___________________________________________________________________
 CX1740  LAPLACE CORR-           4.17  (seconds)                    DEFLEC99
 CX1740  GEOID HEIGHT-         -23.39  (meters)                     GEOID03
 CX1740
 CX1740  HORZ ORDER  -  SECOND
 CX1740  VERT ORDER  -  THIRD ? (See Below)
 CX1740
 CX1740.The horizontal coordinates were established by classical geodetic methods
 CX1740.and adjusted by the National Geodetic Survey in December 1993..
 CX1740
 CX1740.The NAVD 88 height was computed by applying the VERTCON shift value to
 CX1740.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CX1740.The vertical order pertains to the NGVD 29 superseded value.
 CX1740
 CX1740.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1740
 CX1740.The geoid height was determined by GEOID03.
 CX1740
 CX1740;                    North         East     Units Scale Factor Converg.
 CX1740;SPC NM C     -   190,454.348   453,630.913   MT  0.99992650   -0 16 02.5
 CX1740;SPC NM C     -   624,848.97  1,488,287.42   sFT  0.99992650   -0 16 02.5
 CX1740;UTM  13      - 3,621,236.719   336,493.055   MT  0.99992966   -0 56 35.4
 CX1740
 CX1740!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1740!SPC NM C     -   0.99980942  x   0.99992650  =   0.99973594
 CX1740!UTM  13      -   0.99980942  x   0.99992966  =   0.99973910
 CX1740
 CX1740|---------------------------------------------------------------------|
 CX1740| PID    Reference Object                     Distance      Geod. Az  |
 CX1740|                                                           dddmmss.s |
 CX1740| CC7293 DRY RM 1                             25.620 METERS 09652     |
 CX1740| CC7294 DRY RM 2                             25.835 METERS 20601     |
 CX1740| CC7292 DRY AZ MK                                          2340713.5 |
 CX1740| CX1759 UPHAM                               APPROX.21.1 KM 3084121.3 |
 CX1740|---------------------------------------------------------------------|
 CX1740
 CX1740                          SUPERSEDED SURVEY CONTROL
 CX1740
 CX1740  NAD 83(1986)-  32 43 00.45240(N)    106 44 40.73447(W) AD(       ) 2
 CX1740  NAD 27      -  32 43 00.15624(N)    106 44 38.70646(W) AD(       ) 2
 CX1740  NGVD 29 (07/19/86) 1236.86   (m)         4057.9    (f) LEVELING    3  
 CX1740
 CX1740.Superseded values are not recommended for survey control.
 CX1740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1740.See file dsdata.txt to determine how the superseded data were derived.
 CX1740
 CX1740_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS3649321237(NAD 83)
 CX1740_MARKER: DS = TRIANGULATION STATION DISK
 CX1740_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX1740
 CX1740  HISTORY     - Date     Condition        Report By
 CX1740  HISTORY     - 1936     MONUMENTED       CGS
 CX1740  HISTORY     - 1969     GOOD             USAF
 CX1740  HISTORY     - 1969     GOOD             USAF
 CX1740  HISTORY     - 1973     GOOD             NGS
 CX1740
 CX1740                          STATION DESCRIPTION
 CX1740
 CX1740'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (WRP)
 CX1740'THE STATION IS 18 MILES AIR LINE, EAST-NORTHEAST OF RINCON,
 CX1740'9.0 MILES BY ROAD NORTH OF JORNADA EXPERIMENTAL RANGE HEADQUARTERS
 CX1740'IN OPEN RANGE LAND.  TO REACH FROM THE RANGE OFFICE OF THE
 CX1740'JORNADA EXPERIMENTAL RANGE HEADQUARTERS (SEE DESCRIPTION
 CX1740'OF STATION BLOW), GO EAST 0.1 MILE TO A T-INTERSECTION, TURN
 CX1740'LEFT (NORTH) AND GO 0.4 MILE TO CROSSROADS, TURN LEFT ALONG
 CX1740'EAST SIDE OF FENCE AND GO 5.7 MILES TO A WINDMILL AND A
 CX1740'RESERVOIR KNOWN AS MIDDLE WELL (THE AZIMUTH MARK IS AT THIS
 CX1740'WELL), LEAVE THE ROAD AND BEAR NORTHEASTWARD 3.8 MILES ACROSS
 CX1740'COUNTRY TO THE STATION.  THE STATION UNDERGROUND, AZIMUTH,
 CX1740'AND REFERENCE MARKS ARE STANDARD DISKS SET IN CONCRETE.
 CX1740'REFERENCE MARKS NO. 1 IS
 CX1740'25.620 METERS (84.05 FEET) FROM THE STATION
 CX1740'S 83 DEG 08 MIN E, AND NO. 2 IS 25.835 METERS (84.76
 CX1740'FEET) FROM THE STATION S 26 DEG 01 MIN W.  THE
 CX1740'AZIMUTH MARK IS NEAR A FENCED WINDMILL AT THE SOUTHWEST
 CX1740'SIDE OF A TRACK ROAD, 3.8 MILES FROM THE STATION
 CX1740'S 54 DEG 07 MIN W.  STATION UPHAM MAY ALSO BE
 CX1740'USED AS AN AZIMUTH MARK.
 CX1740
 CX1740                          STATION RECOVERY (1969)
 CX1740
 CX1740'RECOVERY NOTE BY US AIR FORCE 1969 (JD)
 CX1740'STATION RECOVERED BY 1ST CGPQ ACGS MAC
 CX1740'
 CX1740'STA.MRK. DRY 1936-GOOD
 CX1740'
 CX1740'R.M. 1 DRY NO. 1 1936-GOOD
 CX1740'
 CX1740'R.M. 2 DRY NO. 2 1936-GOOD
 CX1740'
 CX1740'NOTE--A HALF HOUR SEARCH WAS MADE FOR THE AZIMUTH MARK AND
 CX1740'NO TRACE OF IT WAS FOUND.
 CX1740
 CX1740                          STATION RECOVERY (1969)
 CX1740
 CX1740'RECOVERY NOTE BY US AIR FORCE 1969 (JD)
 CX1740'NEW ROUTE DESCRIPTION AS FOLLOWS.
 CX1740'
 CX1740'TO REACH FROM THE RANGE OFFICE OF THE JORNADA EXPERIMENTAL
 CX1740'RANGE HEADQUARTERS (SEE DESCRIPTION OF STATION BLOW), GO EAST
 CX1740'0.1 MILE TO A T-INTERSECTION, TURN LEFT (NORTH) AND GO 0.4
 CX1740'MILES TO CROSSROADS, TURN LEFT ALONG EAST SIDE OF FENCE AND
 CX1740'GO 5.7 MILES TO A WINDMILL AND A RESEVOIR KNOWN AS MIDDLE
 CX1740'WELL, TURN RIGHT (EAST) AND FOLLOW FENCELINE FOR 1.3 MILES
 CX1740'TO A T-INTERSECTION, TURN LEFT AND GO 1.4 MILES TO ANOTHER
 CX1740'T-INTERSECTION, TURN RIGHT (EAST) AND GO 1.2 MILES TO DRY
 CX1740'WATER TANK, GO APPROXIMATELY HALF PASSED WATER TANK TURN
 CX1740'LEFT (NORTH) AND GO CROSS COUNTRY FOR 0.1 MILE TO STATION
 CX1740'AREA.
 CX1740'
 CX1740'NOTE--RECOMMEND 4-WHEEL VEHICLE.
 CX1740
 CX1740                          STATION RECOVERY (1973)
 CX1740
 CX1740'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CWW)
 CX1740'THE STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.
 CX1740'AZIMUTH MARK NOT SEARCHED FOR.
 CX1740'
 CX1740'TO REACH THE STATION FROM THE INTERSECTION OF I-25 AND U.S.
 CX1740'70-82 WHICH LIES NORTH-NORTHEAST OF LAS CRUCES, GO EAST ON
 CX1740'U.S. 70-82, 3.9 MILES, TURN LEFT ON A WELL BLADED GRAVEL
 CX1740'ROAD GOING BY A JORNADA RANCH SIGN.  GO NORTH 16.65 MILES
 CX1740'TO THE JORNADA EXPERIMENTAL RANCH HEADQUARTERS.  FROM THE
 CX1740'RANGE OFFICE, GO EAST 0.1 MILE TO A T-INTERSECTION, TURN
 CX1740'LEFT (NORTH) AND GO 0.4 MILES TO A CROSSROADS.  TURN RIGHT,
 CX1740'GO THROUGH A FENCE, TURN LEFT AND FOLLOW A ROAD ALONG THE
 CX1740'EAST SIDE OF THE FENCE 5.7 MILES TO A WINDMILL AND RESEVOIR
 CX1740'KNOWN AS MIDDLE WELL.  WORK YOUR WAY AROUND THE WINDMILL
 CX1740'AREA PAST THE FIRST CATTLE GUARD, TURN RIGHT (EAST) AND
 CX1740'FOLLOW A ROAD ALONG THE NORTH SIDE OF A FENCELINE 1.3
 CX1740'MILES TO A T-INTERSECTION, TURN LEFT (NORTH) AND GO 1.4
 CX1740'MILES TO ANOTHER T-INTERSECTION, TURN RIGHT (EAST) AND GO
 CX1740'1.2 MILES TO A DRY EARTHEN WATER TANK.  FROM THE DAM GO
 CX1740'ABOUT 0.1 MILES TO A SHARP CURVE TO THE RIGHT.  AT THIS
 CX1740'POINT TURN LEFT ONTO A VERY DIM TRAIL ROAD AND CONTINUE
 CX1740'0.1 MILES TO THE STATION ON THE LEFT.
 CX1740'
 CX1740'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--28.1 MILES
 CX1740'NORTH OF LAS CRUCES
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0912 ***********************************************************************
 DR0912  DESIGNATION -  DRY
 DR0912  PID         -  DR0912
 DR0912  STATE/COUNTY-  NM/CHAVES
 DR0912  USGS QUAD   -  MESA (1982)
 DR0912
 DR0912                         *CURRENT SURVEY CONTROL
 DR0912  ___________________________________________________________________
 DR0912* NAD 83(1992)-  33 59 09.55792(N)    104 40 49.39261(W)     ADJUSTED  
 DR0912* NAVD 88     -      1378.6    (meters)    4523.     (feet)  VERTCON   
 DR0912  ___________________________________________________________________
 DR0912  LAPLACE CORR-          -2.69  (seconds)                    DEFLEC99
 DR0912  GEOID HEIGHT-         -23.20  (meters)                     GEOID03
 DR0912
 DR0912  HORZ ORDER  -  SECOND
 DR0912
 DR0912.The horizontal coordinates were established by classical geodetic methods
 DR0912.and adjusted by the National Geodetic Survey in December 1993..
 DR0912
 DR0912.The NAVD 88 height was computed by applying the VERTCON shift value to
 DR0912.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DR0912
 DR0912.The Laplace correction was computed from DEFLEC99 derived deflections.
 DR0912
 DR0912.The geoid height was determined by GEOID03.
 DR0912
 DR0912;                    North         East     Units Scale Factor Converg.
 DR0912;SPC NM E     -   331,157.093   132,935.114   MT  0.99992176   -0 11 38.4
 DR0912;SPC NM E     - 1,086,471.23    436,137.95   sFT  0.99992176   -0 11 38.4
 DR0912;UTM  13      - 3,760,648.417   529,520.486   MT  0.99961074   +0 10 43.2
 DR0912
 DR0912!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR0912!SPC NM E     -   0.99978728  x   0.99992176  =   0.99970905
 DR0912!UTM  13      -   0.99978728  x   0.99961074  =   0.99939810
 DR0912
 DR0912|---------------------------------------------------------------------|
 DR0912| PID    Reference Object                     Distance      Geod. Az  |
 DR0912|                                                           dddmmss.s |
 DR0912| CJ6250 DRY RM 1                             20.554 METERS 12721     |
 DR0912| CJ6251 DRY RM 2                             20.843 METERS 30651     |
 DR0912| EP0556 TRAIL                               APPROX. 4.2 KM 3090835.5 |
 DR0912|---------------------------------------------------------------------|
 DR0912
 DR0912                          SUPERSEDED SURVEY CONTROL
 DR0912
 DR0912  NAD 83(1986)-  33 59 09.56371(N)    104 40 49.39053(W) AD(       ) 2
 DR0912  NAD 27      -  33 59 09.26594(N)    104 40 47.46684(W) AD(       ) 2
 DR0912  NGVD 29 (07/19/86) 1377.9    (m)         4521.     (f) VERT ANG       
 DR0912
 DR0912.Superseded values are not recommended for survey control.
 DR0912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0912.See file dsdata.txt to determine how the superseded data were derived.
 DR0912
 DR0912_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SET2952060648(NAD 83)
 DR0912_MARKER: DD = SURVEY DISK
 DR0912_SETTING: 0 = UNSPECIFIED SETTING
 DR0912
 DR0912  HISTORY     - Date     Condition        Report By
 DR0912  HISTORY     - 1967     MONUMENTED       USGS
 DR0912
 DR0912                          STATION DESCRIPTION
 DR0912
 DR0912'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (FJG)
 DR0912'STATION IS LOCATED ABOUT 42 MI. N 12 DEG W OF ROSWELL, NEW
 DR0912'MEXICO, ABOUT 6.4 MI. NW ALONG U.S. HIGHWAY 285, FROM THE
 DR0912'JUNCTION OF STATE HIGHWAY 20, ABOUT 0.15 MI. NW OF MESA, NEW
 DR0912'MEXICO, 94.5 FT. SW OF THE CENTERLINE OF THE HWY., 5 FT.
 DR0912'NE OF THE ROW FENCE, AND 5 FT. SE OF A USGS WITNESS SIGN
 DR0912'MOUNTED ON A METAL POST.  THE STATION SITE CAN BE LOCATED
 DR0912'FROM THE ROSWELL (NI 13-8) 1--250,000 SERIES MAP.
 DR0912'
 DR0912'STATION MARK--A USGS BRONZE TABLET CRIMPED TO A COPPERWELD
 DR0912'ROD DRIVEN TO REFUSAL (13.0 FT.), CENTERED IN AN ORANGEBURG
 DR0912'TILE 6 IN. IN DIAMETER, 12 IN. LONG, AND FILLED WITH GRAVEL.
 DR0912'THE TABLET IS FLUSH WITH THE GROUND AND STAMPED DRY ET 1967.
 DR0912'
 DR0912'REFERENCE MARK NO. 1--A USGS BRONZE TABLET CRIMPED TO A
 DR0912'COPPERWELD ROD DRIVEN TO REFUSAL (10.0 FT.), CENTERED IN AN
 DR0912'ORANGEBURG TILE 6 IN. IN DIAMETER, 12 IN. LONG AND FILLED
 DR0912'WITH GRAVEL, STAMPED DRY ET R.M. NO. 1 1967.
 DR0912'
 DR0912'REFERENCE MARK NO. 2--A USGS BRONZE TABLET CRIMPED TO A
 DR0912'COPPERWELD ROD DRIVEN TO REFUSAL (10.0 FT.) CENTERED IN AN
 DR0912'ORANGEBURG TILE 6 IN. IN DIAMETER, 12 IN. LONG, AND FILLED
 DR0912'WITH GRAVEL, STAMPED DRY ET R.M. NO. 2 1967.
 DR0912'
 DR0912'TRAIL ET 1967 IS VISIBLE FROM THE GROUND AND WILL SERVE AS
 DR0912'THE AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0857 ***********************************************************************
 CW0857  DESIGNATION -  DRY
 CW0857  PID         -  CW0857
 CW0857  STATE/COUNTY-  NM/OTERO
 CW0857  USGS QUAD   -  CORNUCOPIA CANYON (1965)
 CW0857
 CW0857                         *CURRENT SURVEY CONTROL
 CW0857  ___________________________________________________________________
 CW0857* NAD 83(1992)-  32 30 31.56374(N)    105 15 29.44534(W)     ADJUSTED  
 CW0857* NAVD 88     -      1947.     (meters)    6388.     (feet)  SCALED    
 CW0857  ___________________________________________________________________
 CW0857  LAPLACE CORR-          -3.45  (seconds)                    DEFLEC99
 CW0857  GEOID HEIGHT-         -21.44  (meters)                     GEOID03
 CW0857
 CW0857  HORZ ORDER  -  FIRST
 CW0857
 CW0857.The horizontal coordinates were established by classical geodetic methods
 CW0857.and adjusted by the National Geodetic Survey in December 1993..
 CW0857
 CW0857.The orthometric height was scaled from a topographic map.
 CW0857
 CW0857.The Laplace correction was computed from DEFLEC99 derived deflections.
 CW0857
 CW0857.The geoid height was determined by GEOID03.
 CW0857
 CW0857;                    North         East     Units Scale Factor Converg.
 CW0857;SPC NM C     -   167,712.796   593,191.717   MT  1.00000706   +0 31 59.1
 CW0857;SPC NM C     -   550,237.73  1,946,163.16   sFT  1.00000706   +0 31 59.1
 CW0857;SPC NM E     -   167,657.745    78,100.704   MT  1.00000218   -0 29 49.5
 CW0857;SPC NM E     -   550,057.12    256,235.39   sFT  1.00000218   -0 29 49.5
 CW0857;UTM  13      - 3,596,860.389   475,749.173   MT  0.99960725   -0 08 19.5
 CW0857
 CW0857!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CW0857!SPC NM C     -   0.99969781  x   1.00000706  =   0.99970487
 CW0857!SPC NM E     -   0.99969781  x   1.00000218  =   0.99969999
 CW0857!UTM  13      -   0.99969781  x   0.99960725  =   0.99930518
 CW0857
 CW0857|---------------------------------------------------------------------|
 CW0857| PID    Reference Object                     Distance      Geod. Az  |
 CW0857|                                                           dddmmss.s |
 CW0857| CH8808 DRY RM 1                              8.272 METERS 00623     |
 CW0857| CH8809 DRY RM 2                              8.314 METERS 13704     |
 CW0857| CW0858 TIDWELL                             APPROX. 5.3 KM 3553052.7 |
 CW0857|---------------------------------------------------------------------|
 CW0857
 CW0857                          SUPERSEDED SURVEY CONTROL
 CW0857
 CW0857  NAD 83(1986)-  32 30 31.56926(N)    105 15 29.44502(W) AD(       ) 1
 CW0857  NAD 27      -  32 30 31.17610(N)    105 15 27.54510(W) AD(       ) 1
 CW0857
 CW0857.Superseded values are not recommended for survey control.
 CW0857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0857.See file dsdata.txt to determine how the superseded data were derived.
 CW0857
 CW0857_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDR7574996860(NAD 83)
 CW0857_MARKER: DD = SURVEY DISK
 CW0857_SETTING: 66 = SET IN ROCK OUTCROP
 CW0857_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 CW0857
 CW0857  HISTORY     - Date     Condition        Report By
 CW0857  HISTORY     - 1934     MONUMENTED       USGS
 CW0857  HISTORY     - 1958     GOOD             CGS
 CW0857
 CW0857                          STATION DESCRIPTION
 CW0857
 CW0857'DESCRIBED BY US GEOLOGICAL SURVEY 1934 (WRP)
 CW0857'ON THE HIGHEST POINT OF A RANGE OF HIGH HILLS ABOUT 11 MILES
 CW0857'SOUTHEAST OF PINON, ABOUT 4 MILES SOUTH OF THE TIDWELL RANCH.
 CW0857'THE SLOPES OF THE HILL ARE STEEP AND ROCKY.  THERE IS A LARGE,
 CW0857'GRASSY FLAT ABOUT 1 MILE NORTHWEST OF THE ROAD 3.0 MILES, TAKE THE
 CW0857'RIGHT FORK AND GO 0.8 MILES, TAKE THE LEFT FORK AND GO 3.0
 CW0857'MILES, TAKE THE RIGHT FORK AND GO 2.1 MILES, TAKE THE LEFT FORK
 CW0857'STRAIGHT AHEAD AND GO 0.2 MILE, TAKE THE LEFT FORK STRAIGHT
 CW0857'AHEAD AND GO 1.9 MILES TO THE TIDWELL RANCH, PASS BETWEEN THE
 CW0857'HOUSE AND CORRAL AND GO 0.8 MILE, TAKE THE RIGHT FORK AND GO
 CW0857'0.6 MILE, TAKE THE LEFT FORK AND GO 0.7 MILE, TAKE THE RIGHT
 CW0857'FORK WEST AND GO UP LITTLE COLLINS CANYON 1.6 MILES, LEAVE THE
 CW0857'CANYON ROAD AND BEAR SOUTHWEST ON AN OLD TRAIL 0.4 MILE TO THE
 CW0857'END OF TRUCK TRAVEL.  FROM HERE GO TO THE SADDLE TOWARD THE
 CW0857'SOUTHEAST, GO DOWN THE SLOPE TO THE EAST OF THE RAVINE AND
 CW0857'SOUTHEASTWARD ACROSS THE GRASSY FLAT TO THE DRY WASH BELOW
 CW0857'THE HILL ON WHICH THE STATION IS LOCATED.  THE STATION MARK
 CW0857'IS AN UNSTAMPED U.S.  GEOLOGICAL SURVEY DISK SET IN BEDROCK.
 CW0857'THE REFERENCE MARKS ARE STANDARD DISK
 CW0857'SET IN BEDROCK.  REFERENCE MARK NO. 1
 CW0857'IS 8.272 METERS (27.14 FEET) FROM STATION N 06 DEG 23 MIN E
 CW0857'AND NO. 2 IS 8.314 METERS (27.28 FEET) FROM
 CW0857'STATION S 42 DEG 56 MIN E.  STATION TIDWELL MAY BE
 CW0857'USED AS AN AZIMUTH MARK.
 CW0857
 CW0857                          STATION RECOVERY (1958)
 CW0857
 CW0857'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (LFV)
 CW0857'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 CW0857'DESCRIPTION ADEQUATE AN CORRECT EXCEPT FOR THE FOLLOWING.
 CW0857'THE TIDWELL RANCH IS NOW OWNED BY D. MERITT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0716 ***********************************************************************
 CE0716  DESIGNATION -  DRY LAKE
 CE0716  PID         -  CE0716
 CE0716  STATE/COUNTY-  NM/LUNA
 CE0716  USGS QUAD   -  COLUMBUS NE (1966)
 CE0716
 CE0716                         *CURRENT SURVEY CONTROL
 CE0716  ___________________________________________________________________
 CE0716* NAD 83(1992)-  31 55 49.25648(N)    107 31 47.25317(W)     ADJUSTED  
 CE0716* NAVD 88     -      1229.9    (meters)    4035.     (feet)  VERTCON   
 CE0716  ___________________________________________________________________
 CE0716  LAPLACE CORR-           0.26  (seconds)                    DEFLEC99
 CE0716  GEOID HEIGHT-         -24.77  (meters)                     GEOID03
 CE0716
 CE0716  HORZ ORDER  -  FIRST
 CE0716
 CE0716.The horizontal coordinates were established by classical geodetic methods
 CE0716.and adjusted by the National Geodetic Survey in December 1993..
 CE0716
 CE0716.The NAVD 88 height was computed by applying the VERTCON shift value to
 CE0716.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CE0716
 CE0716.The Laplace correction was computed from DEFLEC99 derived deflections.
 CE0716
 CE0716.The geoid height was determined by GEOID03.
 CE0716
 CE0716;                    North         East     Units Scale Factor Converg.
 CE0716;SPC NM W     -   103,186.393   858,701.852   MT  0.99992682   +0 09 37.9
 CE0716;SPC NM W     -   338,537.36  2,817,257.66   sFT  0.99992682   +0 09 37.9
 CE0716;UTM  13      - 3,535,509.100   260,832.619   MT  1.00030550   -1 20 19.0
 CE0716
 CE0716!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CE0716!SPC NM W     -   0.99981081  x   0.99992682  =   0.99973765
 CE0716!UTM  13      -   0.99981081  x   1.00030550  =   1.00011625
 CE0716
 CE0716|---------------------------------------------------------------------|
 CE0716| PID    Reference Object                     Distance      Geod. Az  |
 CE0716|                                                           dddmmss.s |
 CE0716| CC7296 DRY LAKE RM 1                        14.761 METERS 08034     |
 CE0716| CC7297 DRY LAKE RM 2                        14.000 METERS 17855     |
 CE0716| CE0717 COLUMBUS RADIO RANGE CEN TOWER      APPROX.13.0 KM 2045921.0 |
 CE0716| CE0721 COLUMBUS WATER TANK                 APPROX.15.4 KM 2231328.2 |
 CE0716| CC7295 DRY LAKE AZ MK                                     3583342.9 |
 CE0716|---------------------------------------------------------------------|
 CE0716
 CE0716                          SUPERSEDED SURVEY CONTROL
 CE0716
 CE0716  NAD 83(1986)-  31 55 49.25800(N)    107 31 47.24987(W) AD(       ) 1
 CE0716  NAD 27      -  31 55 48.90551(N)    107 31 45.17355(W) AD(       ) 1
 CE0716  NGVD 29 (07/19/86) 1229.3    (m)         4033.     (f) VERT ANG       
 CE0716
 CE0716.Superseded values are not recommended for survey control.
 CE0716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0716.See file dsdata.txt to determine how the superseded data were derived.
 CE0716
 CE0716_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RBR6083335509(NAD 83)
 CE0716_MARKER: DS = TRIANGULATION STATION DISK
 CE0716_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CE0716
 CE0716  HISTORY     - Date     Condition        Report By
 CE0716  HISTORY     - 1945     MONUMENTED       CGS
 CE0716  HISTORY     - 1964     GOOD             USGS
 CE0716
 CE0716                          STATION DESCRIPTION
 CE0716
 CE0716'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (RAM)
 CE0716'STATION IS LOCATED ABOUT 8 MILES NE OF COLUMBUS ON A SLIGHT
 CE0716'RIDGE THAT IS ONLY SLIGHTLY HIGHER THAN THE SURROUNDING TERRAIN.
 CE0716'
 CE0716'TO REACH THE STATION FROM THE COURTHOUSE IN DEMING, GO S ON
 CE0716'STATE HIGHWAY 11 TOWARD COLUMBUS FOR 24.1 MILES TO A BLADED
 CE0716'ROAD LEADING LEFT.  AT THIS POINT THERE ARE 3 DISTINCT MOUNTAIN
 CE0716'PEAKS DIRECTLY TO THE RIGHT OF THE MAIN ROAD.  TURN LEFT
 CE0716'ALONG THE TELEPHONE LINE AND CONTINUE FOR 2.1 MILES TO AN
 CE0716'ADOBE HOUSE, WINDMILL, AND CORRALS, BEAR RIGHT AROUND THE
 CE0716'HOUSE AND CONTINUE FOR 0.1 MILE TO A SLIGHT CORNER IN THE
 CE0716'FENCE, CONTINUE ON THE TRACK ROAD ON THE RIGHT OF THE FENCE
 CE0716'FOR 0.7 MILE TO A FORK AT ANOTHER SLIGHT CORNER IN THE FENCE,
 CE0716'KEEP LEFT ALONG THE RIGHT SIDE OF THE FENCE FOR 0.6 MILE TO
 CE0716'ANOTHER FORK AT A SLIGHT CORNER IN THE FENCE, AGAIN KEEP
 CE0716'LEFT ALONG THE RIGHT SIDE OF THE FENCE AND CONTINUE FOR 0.5
 CE0716'MILE TO AN OFFSET IN THE FENCE.  AT THIS POINT THE FENCE
 CE0716'LINE HAS BEEN SET ABOUT 20 FEET TO THE S AND AN OLD
 CE0716'CONCRETE FOUNDATION LIES TO THE S.  PASS THROUGH THE
 CE0716'GATE IN THE OFFSET AND CONTINUE STRAIGHT AHEAD ON THE TRACK
 CE0716'ROAD ALONG THE LEFT SIDE OF THE FENCE FOR 1.0 MILE TO
 CE0716'A GATE AT A FENCE CORNER.  PASS THROUGH THE GATE, LEAVING THE
 CE0716'FENCES, AND CONTINUE FOR 2.3 MILES TO ANOTHER GATE, PASS
 CE0716'THROUGH THIS GATE AND CONTINUE FOR 0.15 MILE.  AT THIS PLACE
 CE0716'THE RUINS OF AN OLD ADOBE HOUSE CAN BE SEEN ABOUT 100 YARDS
 CE0716'TO THE RIGHT.  TURN LEFT OFF THE TRACK ROAD AND
 CE0716'CONTINUE ACROSS COUNTRY FOR 1.2 MILES TO A PROMINENT BARE
 CE0716'PORTION OF A DRY LAKE BED, BEAR RIGHT AND CONTINUE FOR
 CE0716'0.7 MILE TO ANOTHER PROMINENT BARE PORTION OF A LAKE BED,
 CE0716'BEAR RIGHT ACROSS THE BARE AREA FOR 0.4 MILE TO THE
 CE0716'STATION.
 CE0716'
 CE0716'STATION IS A BRONZE STATION DISK SET IN AN 11-INCH SQUARE
 CE0716'CONCRETE POST, PROJECTING ABOUT 5 INCHES, AND STAMPED DRY
 CE0716'LAKE 1945.  IT IS 12.6 FEET WSW OF A WHITE WITNESS POST.
 CE0716'UNDERGROUND MARK IS A BRONZE STATION DISK SET IN CONCRETE.
 CE0716'
 CE0716'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN AN 11-INCH
 CE0716'SQUARE CONCRETE POST, PROJECTING ABOUT 5 INCHES, AND STAMPED
 CE0716'DRY LAKE NO 1 1945.  IT IS E OF THE STATION AND ABOUT LEVEL
 CE0716'WITH IT.
 CE0716'
 CE0716'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN AN 11-INCH
 CE0716'SQUARE CONCRETE POST, PROJECTING ABOUT 5 INCHES, AND STAMPED
 CE0716'DRY LAKE NO 2 1945.  IT IS S OF THE STATION AND ABOUT LEVEL
 CE0716'WITH IT.
 CE0716'
 CE0716'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN AN 11-INCH
 CE0716'SQUARE CONCRETE POST, PROJECTING ABOUT 6 INCHES, AND STAMPED
 CE0716'DRY LAKE 1945.  IT IS 0.32 MILE N OF THE STATION, 60 FEET
 CE0716'N OF THE EDGE OF A PROMINENT BARE SANDY AREA, AND A WHITE
 CE0716'WITNESS POST.
 CE0716
 CE0716                          STATION RECOVERY (1964)
 CE0716
 CE0716'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 CE0716'COLUMBUS, 6.0 MI. N. OF ALONG STATE HY. 11 TO A T-ROAD E.,
 CE0716'THENCE 5.5 MI. E. ALONG A GRAVEL ROAD TO ROAD-JUNCTION, THENCE
 CE0716'3.1 MI. E. TO A CROSS-TRAIL NEAR SECTION CORNER 1, 2, 35
 CE0716'AND 36, T 27-28 S.  R 7 W, THERE 1.0 MI. N. TO SECTION CORNER
 CE0716'25, 26, 35, 36.  T 27 S.  R 7 W., THENCE 0.5 MI. N, THENCE
 CE0716'0.7 MI. W. THROUGH MESQUITE BRUSH TO STATION, WHICH IS A
 CE0716'BRONZE DISK SET IN AN 11 INCH SQUARE CONCRETE POST, PROJECTING
 CE0716'0.5 INCHES STAMPED DRY LAKE 1945.
 CE0716'
 CE0716'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 8
 CE0716'MILES NE OF COLUMBUS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0745 ***********************************************************************
 EQ0745  DESIGNATION -  DS 19
 EQ0745  PID         -  EQ0745
 EQ0745  STATE/COUNTY-  NM/SOCORRO
 EQ0745  USGS QUAD   -  SIERRA DE LA CRUZ (1972)
 EQ0745
 EQ0745                         *CURRENT SURVEY CONTROL
 EQ0745  ___________________________________________________________________
 EQ0745* NAD 83(1992)-  34 14 26.47200(N)    106 45 01.02157(W)     ADJUSTED  
 EQ0745* NAVD 88     -      1618.3    (meters)    5309.     (feet)  VERTCON   
 EQ0745  ___________________________________________________________________
 EQ0745  LAPLACE CORR-           5.27  (seconds)                    DEFLEC99
 EQ0745  GEOID HEIGHT-         -21.55  (meters)                     GEOID03
 EQ0745
 EQ0745  HORZ ORDER  -  FIRST
 EQ0745
 EQ0745.The horizontal coordinates were established by classical geodetic methods
 EQ0745.and adjusted by the National Geodetic Survey in December 1993..
 EQ0745
 EQ0745.The NAVD 88 height was computed by applying the VERTCON shift value to
 EQ0745.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EQ0745
 EQ0745.The Laplace correction was computed from DEFLEC99 derived deflections.
 EQ0745
 EQ0745.The geoid height was determined by GEOID03.
 EQ0745
 EQ0745;                    North         East     Units Scale Factor Converg.
 EQ0745;SPC NM C     -   359,462.449   453,916.546   MT  0.99992617   -0 16 53.4
 EQ0745;SPC NM C     - 1,179,336.38  1,489,224.53   sFT  0.99992617   -0 16 53.4
 EQ0745;UTM  13      - 3,790,228.906   338,813.117   MT  0.99992027   -0 59 06.2
 EQ0745
 EQ0745!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EQ0745!SPC NM C     -   0.99974941  x   0.99992617  =   0.99967560
 EQ0745!UTM  13      -   0.99974941  x   0.99992027  =   0.99966970
 EQ0745
 EQ0745:                Primary Azimuth Mark                     Grid Az
 EQ0745:SPC NM C     -  SANT                                     217 57 38.6
 EQ0745:UTM  13      -  SANT                                     218 39 51.4
 EQ0745
 EQ0745|---------------------------------------------------------------------|
 EQ0745| PID    Reference Object                     Distance      Geod. Az  |
 EQ0745|                                                           dddmmss.s |
 EQ0745| EQ0748 SANT                                APPROX. 8.7 KM 2174045.2 |
 EQ0745|---------------------------------------------------------------------|
 EQ0745
 EQ0745                          SUPERSEDED SURVEY CONTROL
 EQ0745
 EQ0745  NAD 83(1986)-  34 14 26.47773(N)    106 45 01.02229(W) AD(       ) 1
 EQ0745  NAD 27      -  34 14 26.23289(N)    106 44 58.94988(W) AD(       ) 1
 EQ0745  NGVD 29 (07/19/86) 1617.5    (m)         5307.     (f) VERT ANG       
 EQ0745
 EQ0745.Superseded values are not recommended for survey control.
 EQ0745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0745.See file dsdata.txt to determine how the superseded data were derived.
 EQ0745
 EQ0745_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT3881390229(NAD 83)
 EQ0745_MARKER: DB = BENCH MARK DISK
 EQ0745_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EQ0745
 EQ0745  HISTORY     - Date     Condition        Report By
 EQ0745  HISTORY     - 1966     MONUMENTED       CGS
 EQ0745
 EQ0745                          STATION DESCRIPTION
 EQ0745
 EQ0745'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (JCC)
 EQ0745'THE STATION IS APPROXIMATELY 16 MILES NORTHEAST OF SOCORRO, 11 MILES
 EQ0745'SOUTH OF U. S. HIGHWAY 60, AND 10 MILES EAST OF U. S. HIGHWAY 85.
 EQ0745'
 EQ0745'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAYS 85 AND 60 AT
 EQ0745'BERNARDO, GO EAST ON U. S. HIGHWAY 60 FOR 3.5 MILES TO THE JUNCTION
 EQ0745'OF STATE HIGHWAY 47.  CONTINUE EAST ON HIGHWAY 60 FOR 6.0 MILES TO
 EQ0745'A CROSSROAD AT SIGN WSMR RT 5 AND A RED BOARD GATE ON THE RIGHT.
 EQ0745'(THE KEY FOR THE GATE MAY BE OBTAINED FROM THE FIRST RANCH
 EQ0745'HEADQUARTERS JUST EAST OF THE RIO GRANDE RIVER ON THE NORTH SIDE
 EQ0745'OF THE ROAD).  TURN RIGHT, PASS THROUGH THE GATE, AND GO
 EQ0745'SOUTHERLY ON A GRAVELED ROAD FOR 1.25 MILES TO A FORK.  BEAR
 EQ0745'RIGHT FOR 0.2 MILE TO A BOARD GATE.  PASS THROUGH THE GATE AND
 EQ0745'CONTINUE SOUTHERLY ON THE DIRT ROAD FOR 6.05 MILES TO A FORK.  BEAR
 EQ0745'RIGHT FOR 0.15 MILE TO A CROSSROAD, NUMBER 3810.  CONTINUE AHEAD,
 EQ0745'DOWNHILL, ON THE DIRT ROAD FOR 1.0 MILE TO A WASH.  CROSS WASH
 EQ0745'AND CONTINUE SOUTHERLY ON THE MAIN ROAD FOR 0.6 MILE, UPHILL, TO
 EQ0745'THE CREST OF THE HILL.  CONTINUE ON THE DIRT ROAD SOUTHERLY FOR 2.35
 EQ0745'MILES TO A GAP IN A FENCE.  CONTINUE SOUTHERLY ON THE DIRT ROAD FOR
 EQ0745'1.1 MILES TO A DIM FORK AND AN OLD PIPELINE CROSSING.  BEAR
 EQ0745'RIGHT AND CONTINUE SOUTHERLY ON THE DIRT ROAD FOR 1.1 MILES TO A GAP
 EQ0745'IN THE FENCE.  CONTINUE SOUTHERLY ON THE DIRT ROAD FOR 1.25 MILES TO
 EQ0745'THE STATION ON THE LEFT.
 EQ0745'
 EQ0745'THE STATION MARK IS A U. S. GEOLOGICAL SURVEY BENCH MARK DISK STAMPED
 EQ0745'B.M. D.S. 19 AND IS SET IN THE TOP OF A 14 BY 14 INCH SQUARE
 EQ0745'CONCRETE POST WHICH PROJECTS 12 INCHES.  IT IS APPROXIMATELY 50 FEET
 EQ0745'WEST OF THE DIRT ROAD.
 EQ0745'
 EQ0745'NOTE--REFERENCE MARKS OR AN AZIMUTH MARK WERE NOT ESTABLISHED AT THIS
 EQ0745'STATION AS THE STATION WAS USED AS A CENTER STATION ON A PRECISE
 EQ0745'GEODIMETER LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ1106 ***********************************************************************
 EQ1106  DESIGNATION -  DS 25
 EQ1106  PID         -  EQ1106
 EQ1106  STATE/COUNTY-  NM/SOCORRO
 EQ1106  USGS QUAD   -  ABEYTAS (1979)
 EQ1106
 EQ1106                         *CURRENT SURVEY CONTROL
 EQ1106  ___________________________________________________________________
 EQ1106* NAD 83(1992)-  34 24 15.81328(N)    106 51 41.91543(W)     ADJUSTED  
 EQ1106* NAVD 88     -      1451.76   (+/-2cm)    4763.0    (feet)  VERTCON   
 EQ1106  ___________________________________________________________________
 EQ1106  LAPLACE CORR-          -0.02  (seconds)                    DEFLEC99
 EQ1106  GEOID HEIGHT-         -21.83  (meters)                     GEOID03
 EQ1106
 EQ1106  HORZ ORDER  -  THIRD
 EQ1106  VERT ORDER  -  THIRD ? (See Below)
 EQ1106
 EQ1106.The horizontal coordinates were established by classical geodetic methods
 EQ1106.and adjusted by the National Geodetic Survey in December 1993..
 EQ1106
 EQ1106.The NAVD 88 height was computed by applying the VERTCON shift value to
 EQ1106.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EQ1106.The vertical order pertains to the NGVD 29 superseded value.
 EQ1106
 EQ1106.The Laplace correction was computed from DEFLEC99 derived deflections.
 EQ1106
 EQ1106.The geoid height was determined by GEOID03.
 EQ1106
 EQ1106;                    North         East     Units Scale Factor Converg.
 EQ1106;SPC NM C     -   377,676.628   443,767.887   MT  0.99993896   -0 20 44.2
 EQ1106;SPC NM C     - 1,239,094.07  1,455,928.48   sFT  0.99993896   -0 20 44.2
 EQ1106;SPC NM W     -   377,941.379   919,335.875   MT  1.00001501   +0 32 56.7
 EQ1106;SPC NM W     - 1,239,962.67  3,016,187.78   sFT  1.00001501   +0 32 56.7
 EQ1106;UTM  13      - 3,808,566.731   328,889.271   MT  0.99996091   -1 03 07.7
 EQ1106
 EQ1106!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EQ1106!SPC NM C     -   0.99977558  x   0.99993896  =   0.99971456
 EQ1106!SPC NM W     -   0.99977558  x   1.00001501  =   0.99979059
 EQ1106!UTM  13      -   0.99977558  x   0.99996091  =   0.99973650
 EQ1106
 EQ1106                          SUPERSEDED SURVEY CONTROL
 EQ1106
 EQ1106  NAD 83(1992)-  34 24 15.81777(N)    106 51 41.91569(W) AD(       ) 3
 EQ1106  NGVD 29 (01/22/92) 1451.02   (m)         4760.6    (f) LEVELING    3  
 EQ1106
 EQ1106.Superseded values are not recommended for survey control.
 EQ1106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ1106.See file dsdata.txt to determine how the superseded data were derived.
 EQ1106
 EQ1106_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU2888908567(NAD 83)
 EQ1106_MARKER: DS = TRIANGULATION STATION DISK
 EQ1106_SETTING: 0 = UNSPECIFIED SETTING
 EQ1106_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EQ1106
 EQ1106  HISTORY     - Date     Condition        Report By
 EQ1106  HISTORY     - 1949     MONUMENTED       USGS
 EQ1106
 EQ1106                          STATION DESCRIPTION
 EQ1106
 EQ1106'DESCRIBED BY US GEOLOGICAL SURVEY 1949
 EQ1106'STATION IS LOCATED 1.6 MI. SW. OF BERNARDO, 113 FT. N. OF CENTER OF
 EQ1106'HIGHWAY 85 AND CATTLEGUARD.
 EQ1106'
 EQ1106'STATION MARK--STANDARD BRONZE TABLET IN CONCRETE POST, PROJECTING 5
 EQ1106'IN. ABOVE GROUND, STAMPED---DS 25 1949---.
 EQ1106'
 EQ1106'REFERENCE MARK NO. 1--30 PENNY NAIL IN TOP OF CORNER FENCE POST N. OF
 EQ1106'CATTLEGUARD, 77.5 FT. SSW. OF STATION.
 EQ1106'
 EQ1106'REFERENCE MARK NO. 2--COPPER NAIL AND WASHER IN CONCRETE POST, 152.4
 EQ1106'FT. SSE. OF STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ1107 ***********************************************************************
 EQ1107  DESIGNATION -  DS 31
 EQ1107  PID         -  EQ1107
 EQ1107  STATE/COUNTY-  NM/SOCORRO
 EQ1107  USGS QUAD   -  LADRON PEAK (1985)
 EQ1107
 EQ1107                         *CURRENT SURVEY CONTROL
 EQ1107  ___________________________________________________________________
 EQ1107* NAD 83(1992)-  34 29 35.64913(N)    107 00 35.57007(W)     ADJUSTED  
 EQ1107* NAVD 88     -      1612.38   (+/-2cm)    5290.0    (feet)  VERTCON   
 EQ1107  ___________________________________________________________________
 EQ1107  LAPLACE CORR-          -4.10  (seconds)                    DEFLEC99
 EQ1107  GEOID HEIGHT-         -21.68  (meters)                     GEOID03
 EQ1107
 EQ1107  HORZ ORDER  -  THIRD
 EQ1107  VERT ORDER  -  THIRD ? (See Below)
 EQ1107
 EQ1107.The horizontal coordinates were established by classical geodetic methods
 EQ1107.and adjusted by the National Geodetic Survey in December 1993..
 EQ1107
 EQ1107.The NAVD 88 height was computed by applying the VERTCON shift value to
 EQ1107.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EQ1107.The vertical order pertains to the NGVD 29 superseded value.
 EQ1107
 EQ1107.The Laplace correction was computed from DEFLEC99 derived deflections.
 EQ1107
 EQ1107.The geoid height was determined by GEOID03.
 EQ1107
 EQ1107;                    North         East     Units Scale Factor Converg.
 EQ1107;SPC NM C     -   387,623.561   430,213.185   MT  0.99996001   -0 25 49.2
 EQ1107;SPC NM C     - 1,271,728.30  1,411,457.76   sFT  0.99996001   -0 25 49.2
 EQ1107;SPC NM W     -   387,675.711   905,626.633   MT  0.99998714   +0 27 58.9
 EQ1107;SPC NM W     - 1,271,899.40  2,971,210.05   sFT  0.99998714   +0 27 58.9
 EQ1107;UTM  13      - 3,818,680.659   315,457.854   MT  1.00001978   -1 08 18.7
 EQ1107
 EQ1107!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EQ1107!SPC NM C     -   0.99975036  x   0.99996001  =   0.99971038
 EQ1107!SPC NM W     -   0.99975036  x   0.99998714  =   0.99973750
 EQ1107!UTM  13      -   0.99975036  x   1.00001978  =   0.99977014
 EQ1107
 EQ1107                          SUPERSEDED SURVEY CONTROL
 EQ1107
 EQ1107  NAD 83(1992)-  34 29 35.65419(N)    107 00 35.56982(W) AD(       ) 3
 EQ1107  NGVD 29 (01/22/92) 1611.60   (m)         5287.4    (f) LEVELING    3  
 EQ1107
 EQ1107.Superseded values are not recommended for survey control.
 EQ1107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ1107.See file dsdata.txt to determine how the superseded data were derived.
 EQ1107
 EQ1107_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU1545818681(NAD 83)
 EQ1107_MARKER: DS = TRIANGULATION STATION DISK
 EQ1107_SETTING: 0 = UNSPECIFIED SETTING
 EQ1107_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EQ1107
 EQ1107  HISTORY     - Date     Condition        Report By
 EQ1107  HISTORY     - 1949     MONUMENTED       USGS
 EQ1107
 EQ1107                          STATION DESCRIPTION
 EQ1107
 EQ1107'DESCRIBED BY US GEOLOGICAL SURVEY 1949
 EQ1107'STATION IS LOCATED APPROXIMATELY 11.5 MI. (AIRLINE) NW. OF BERNARDO,
 EQ1107'NEW MEXICO, 17.5 MI. (AIRLINE) SW. OF BELEN, NEW MEXICO, AND 27.0 MI.
 EQ1107'SW. OF LOS LUNAS, NEW MEXICO, IN SEC. 11, R 2 W, T 3 N.
 EQ1107'
 EQ1107'TO REACH STATION FROM THE STORE AT BERNARDO, GO 0.1 MI. W. TO
 EQ1107'JUNCTION OF U.S. HIGHWAY 85 AND U.S. HIGHWAY 60.  TURN LEFT (SW.)
 EQ1107'ALONG U.S. HIGHWAY 85 FOR 1.7 MI. TO CATTLEGUARD, CROSS CATTLEGUARD
 EQ1107'AND TURN RIGHT (W.) OFF HIGHWAY ON DIRT RD. FOR 7.3 MI. TO
 EQ1107'CATTLEGUARD, CROSS AND FOLLOW MAIN RD. NW. FOR 2.9 MI. TO FORK,
 EQ1107'TAKE RIGHT FORK NW. FOR 0.9 MI.  FROM THIS POINT THE STATION IS ABOUT
 EQ1107'20 FT. S. OF THE RD.
 EQ1107'
 EQ1107'STATION MARK--A STANDARD TABLET STAMPED---DS 31 1948 5287---, SET IN
 EQ1107'CONCRETE POST.
 EQ1107'
 EQ1107'REFERENCE MARK NO. 1--AN IRON STAKE, 70.9 FT. FROM STATION.
 EQ1107'
 EQ1107'REFERENCE MARK NO. 2--A COPPER NAIL AND WASHER SET IN A CONCRETE POST,
 EQ1107'74.05 FT. FROM STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0985 ***********************************************************************
 EQ0985  DESIGNATION -  DS 35
 EQ0985  PID         -  EQ0985
 EQ0985  STATE/COUNTY-  NM/SOCORRO
 EQ0985  USGS QUAD   -  BELEN SW (1991)
 EQ0985
 EQ0985                         *CURRENT SURVEY CONTROL
 EQ0985  ___________________________________________________________________
 EQ0985* NAD 83(1992)-  34 33 05.22600(N)    106 59 36.59186(W)     ADJUSTED  
 EQ0985* NAVD 88     -      1569.10   (+/-2cm)    5148.0    (feet)  VERTCON   
 EQ0985  ___________________________________________________________________
 EQ0985  LAPLACE CORR-          -2.98  (seconds)                    DEFLEC99
 EQ0985  GEOID HEIGHT-         -21.79  (meters)                     GEOID03
 EQ0985
 EQ0985  HORZ ORDER  -  THIRD
 EQ0985  VERT ORDER  -  THIRD ? (See Below)
 EQ0985
 EQ0985.The horizontal coordinates were established by classical geodetic methods
 EQ0985.and adjusted by the National Geodetic Survey in December 1993..
 EQ0985.No horizontal observational check was made to the station.
 EQ0985
 EQ0985.The NAVD 88 height was computed by applying the VERTCON shift value to
 EQ0985.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EQ0985.The vertical order pertains to the NGVD 29 superseded value.
 EQ0985
 EQ0985.The Laplace correction was computed from DEFLEC99 derived deflections.
 EQ0985
 EQ0985.The geoid height was determined by GEOID03.
 EQ0985
 EQ0985;                    North         East     Units Scale Factor Converg.
 EQ0985;SPC NM C     -   394,069.918   431,765.295   MT  0.99995737   -0 25 18.1
 EQ0985;SPC NM C     - 1,292,877.72  1,416,549.97   sFT  0.99995737   -0 25 18.1
 EQ0985;SPC NM W     -   394,145.779   907,077.637   MT  0.99998987   +0 28 34.8
 EQ0985;SPC NM W     - 1,293,126.61  2,975,970.55   sFT  0.99998987   +0 28 34.8
 EQ0985;UTM  13      - 3,825,107.694   317,089.673   MT  1.00001239   -1 07 51.3
 EQ0985
 EQ0985!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EQ0985!SPC NM C     -   0.99975717  x   0.99995737  =   0.99971455
 EQ0985!SPC NM W     -   0.99975717  x   0.99998987  =   0.99974704
 EQ0985!UTM  13      -   0.99975717  x   1.00001239  =   0.99976956
 EQ0985
 EQ0985                          SUPERSEDED SURVEY CONTROL
 EQ0985
 EQ0985  NAD 83(1986)-  34 33 05.23029(N)    106 59 36.59157(W) AD(       ) 3
 EQ0985  NAD 27      -  34 33 05.01230(N)    106 59 34.48560(W) AD(       ) 3
 EQ0985  NGVD 29 (07/19/86) 1568.31   (m)         5145.4    (f) LEVELING    3  
 EQ0985
 EQ0985.Superseded values are not recommended for survey control.
 EQ0985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0985.See file dsdata.txt to determine how the superseded data were derived.
 EQ0985
 EQ0985_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU1709025108(NAD 83)
 EQ0985_MARKER: DB = BENCH MARK DISK
 EQ0985_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EQ0985
 EQ0985  HISTORY     - Date     Condition        Report By
 EQ0985  HISTORY     - 1958     MONUMENTED       USGS
 EQ0985
 EQ0985                          STATION DESCRIPTION
 EQ0985
 EQ0985'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 EQ0985'A USGS BENCH MARK WAS USED FOR REFERENCE MARK NO. 1.  IT IS
 EQ0985'55 FEET NORTH-NORTHWEST OF THE CENTER OF A TRACK ROAD.  IT IS
 EQ0985'A STANDARD USGS BENCH MARK SET IN THE TOP OF A 6 X 6 INCH
 EQ0985'CONCRETE POST.  THE MARK PROJECTS ABOUT 8 INCHES ABOVE THE
 EQ0985'SURFACE OF THE GROUND AND IS STAMPED DS 35 5146 1949.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0986 ***********************************************************************
 EQ0986  DESIGNATION -  DS 35 RM
 EQ0986  PID         -  EQ0986
 EQ0986  STATE/COUNTY-  NM/SOCORRO
 EQ0986  USGS QUAD   -  BELEN SW (1991)
 EQ0986
 EQ0986                         *CURRENT SURVEY CONTROL
 EQ0986  ___________________________________________________________________
 EQ0986* NAD 83(1992)-  34 33 04.34971(N)    106 59 36.50593(W)     ADJUSTED  
 EQ0986* NAVD 88     -      1569.1    (meters)    5148.     (feet)  VERTCON   
 EQ0986  ___________________________________________________________________
 EQ0986  LAPLACE CORR-          -2.98  (seconds)                    DEFLEC99
 EQ0986  GEOID HEIGHT-         -21.79  (meters)                     GEOID03
 EQ0986
 EQ0986  HORZ ORDER  -  THIRD
 EQ0986
 EQ0986.The horizontal coordinates were established by classical geodetic methods
 EQ0986.and adjusted by the National Geodetic Survey in December 1993..
 EQ0986.No horizontal observational check was made to the station.
 EQ0986
 EQ0986.The NAVD 88 height was computed by applying the VERTCON shift value to
 EQ0986.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EQ0986
 EQ0986.The Laplace correction was computed from DEFLEC99 derived deflections.
 EQ0986
 EQ0986.The geoid height was determined by GEOID03.
 EQ0986
 EQ0986;                    North         East     Units Scale Factor Converg.
 EQ0986;SPC NM C     -   394,042.901   431,767.287   MT  0.99995737   -0 25 18.0
 EQ0986;SPC NM C     - 1,292,789.08  1,416,556.51   sFT  0.99995737   -0 25 18.0
 EQ0986;SPC NM W     -   394,118.796   907,080.052   MT  0.99998987   +0 28 34.8
 EQ0986;SPC NM W     - 1,293,038.08  2,975,978.47   sFT  0.99998987   +0 28 34.8
 EQ0986;UTM  13      - 3,825,080.653   317,091.331   MT  1.00001238   -1 07 51.2
 EQ0986
 EQ0986!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EQ0986!SPC NM C     -   0.99975717  x   0.99995737  =   0.99971455
 EQ0986!SPC NM W     -   0.99975717  x   0.99998987  =   0.99974705
 EQ0986!UTM  13      -   0.99975717  x   1.00001238  =   0.99976955
 EQ0986
 EQ0986                          SUPERSEDED SURVEY CONTROL
 EQ0986
 EQ0986  NAD 83(1986)-  34 33 04.35400(N)    106 59 36.50564(W) AD(       ) 3
 EQ0986  NAD 27      -  34 33 04.13600(N)    106 59 34.39970(W) AD(       ) 3
 EQ0986  NGVD 29 (07/19/86) 1568.3    (m)         5145.     (f) VERT ANG       
 EQ0986
 EQ0986.Superseded values are not recommended for survey control.
 EQ0986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0986.See file dsdata.txt to determine how the superseded data were derived.
 EQ0986
 EQ0986_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU1709125081(NAD 83)
 EQ0986_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 EQ0986_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EQ0986
 EQ0986  HISTORY     - Date     Condition        Report By
 EQ0986  HISTORY     - 1958     MONUMENTED       USGS
 EQ0986
 EQ0986                          STATION DESCRIPTION
 EQ0986
 EQ0986'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 EQ0986'USGS BM IS A COPPER BOLT SET IN THE TOP OF A 3 X 3 INCH CONCRETE
 EQ0986'POST WHICH PROJECTS 3 INCHES ABOVE THE SURFACE OF THE GROUND.
 EQ0986'IT IS 34 FEET SOUTH-SOUTHEAST OF THE CENTER OF A TRACK ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ1108 ***********************************************************************
 EQ1108  DESIGNATION -  DS 5
 EQ1108  PID         -  EQ1108
 EQ1108  STATE/COUNTY-  NM/SOCORRO
 EQ1108  USGS QUAD   -  RAYO HILLS (1972)
 EQ1108
 EQ1108                         *CURRENT SURVEY CONTROL
 EQ1108  ___________________________________________________________________
 EQ1108* NAD 83(1992)-  34 20 51.06384(N)    106 28 52.43790(W)     ADJUSTED  
 EQ1108* NAVD 88     -      1880.92   (+/-2cm)    6171.0    (feet)  VERTCON   
 EQ1108  ___________________________________________________________________
 EQ1108  LAPLACE CORR-           4.02  (seconds)                    DEFLEC99
 EQ1108  GEOID HEIGHT-         -20.62  (meters)                     GEOID03
 EQ1108
 EQ1108  HORZ ORDER  -  THIRD
 EQ1108  VERT ORDER  -  THIRD ? (See Below)
 EQ1108
 EQ1108.The horizontal coordinates were established by classical geodetic methods
 EQ1108.and adjusted by the National Geodetic Survey in December 1993..
 EQ1108
 EQ1108.The NAVD 88 height was computed by applying the VERTCON shift value to
 EQ1108.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EQ1108.The vertical order pertains to the NGVD 29 superseded value.
 EQ1108
 EQ1108.The Laplace correction was computed from DEFLEC99 derived deflections.
 EQ1108
 EQ1108.The geoid height was determined by GEOID03.
 EQ1108
 EQ1108;                    North         East     Units Scale Factor Converg.
 EQ1108;SPC NM C     -   371,222.803   478,727.104   MT  0.99990558   -0 07 49.7
 EQ1108;SPC NM C     - 1,217,920.15  1,570,623.84   sFT  0.99990558   -0 07 49.7
 EQ1108;UTM  13      - 3,801,682.852   363,765.361   MT  0.99982878   -0 50 09.1
 EQ1108
 EQ1108!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EQ1108!SPC NM C     -   0.99970806  x   0.99990558  =   0.99961367
 EQ1108!UTM  13      -   0.99970806  x   0.99982878  =   0.99953689
 EQ1108
 EQ1108                          SUPERSEDED SURVEY CONTROL
 EQ1108
 EQ1108  NAD 83(1992)-  34 20 51.06876(N)    106 28 52.43740(W) AD(       ) 3
 EQ1108  NGVD 29 (01/22/92) 1880.09   (m)         6168.3    (f) LEVELING    3  
 EQ1108
 EQ1108.Superseded values are not recommended for survey control.
 EQ1108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ1108.See file dsdata.txt to determine how the superseded data were derived.
 EQ1108
 EQ1108_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU6376501683(NAD 83)
 EQ1108_MARKER: DS = TRIANGULATION STATION DISK
 EQ1108_SETTING: 0 = UNSPECIFIED SETTING
 EQ1108_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EQ1108
 EQ1108  HISTORY     - Date     Condition        Report By
 EQ1108  HISTORY     - 1949     MONUMENTED       USGS
 EQ1108
 EQ1108                          STATION DESCRIPTION
 EQ1108
 EQ1108'DESCRIBED BY US GEOLOGICAL SURVEY 1949
 EQ1108'STATION IS LOCATED ABOUT 4.0 MI. S. OF HIGHWAY 60 FROM THE JUNCTION OF
 EQ1108'DEL PINON RANCH ROAD, ABOUT 7.0 MI. SE. OF BLUE SPRINGS, IN SEC. 1,
 EQ1108'T 2 N, R 4 E.
 EQ1108'
 EQ1108'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAY 60 AND STATE
 EQ1108'HIGHWAY 6, W. OF BLUE SPRINGS, GO E. ON U.S. HIGHWAY 60 4.1 MI. TO
 EQ1108'JUNCTION OF DIRT RD. S., TURN RIGHT AND FOLLOW MAIN TRAVELED RD.
 EQ1108'SOUTHERLY AROUND DEL PINON RANCH HOUSE 4.4 MI. TO TOP OF GRADE AND
 EQ1108'STATION ON E. SIDE OF RD. IN LARGE FLAT ROCK, 33.6 FT. E. OF CENTER
 EQ1108'OF RD.
 EQ1108'
 EQ1108'STATION MARK--STANDARD BRONZE TABLET SET IN FLAT ROCK, STAMPED---DS 5
 EQ1108'6168, 1949---.
 EQ1108'
 EQ1108'REFERENCE MARK NO. 1--CHISELED SQUARE IN ROCK, 43.15 FT. N. OF STATION
 EQ1108'
 EQ1108'REFERENCE MARK NO. 2--ARROW IN ROCK, 21.65 FT. E. OF STATION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1612 ***********************************************************************
 CX1612  DESIGNATION -  DUKE
 CX1612  PID         -  CX1612
 CX1612  STATE/COUNTY-  NM/OTERO
 CX1612  USGS QUAD   -  WHITE SANDS NE (1955)
 CX1612
 CX1612                         *CURRENT SURVEY CONTROL
 CX1612  ___________________________________________________________________
 CX1612* NAD 83(1992)-  32 27 09.91149(N)    106 19 38.47831(W)     ADJUSTED  
 CX1612* NAVD 88     -      1222.43   (+/-2cm)    4010.6    (feet)  VERTCON   
 CX1612  ___________________________________________________________________
 CX1612  LAPLACE CORR-           1.53  (seconds)                    DEFLEC99
 CX1612  GEOID HEIGHT-         -23.65  (meters)                     GEOID03
 CX1612
 CX1612  HORZ ORDER  -  FIRST
 CX1612  VERT ORDER  -  THIRD ? (See Below)
 CX1612
 CX1612.The horizontal coordinates were established by classical geodetic methods
 CX1612.and adjusted by the National Geodetic Survey in December 1993..
 CX1612
 CX1612.The NAVD 88 height was computed by applying the VERTCON shift value to
 CX1612.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CX1612.The vertical order pertains to the NGVD 29 superseded value.
 CX1612
 CX1612.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1612
 CX1612.The geoid height was determined by GEOID03.
 CX1612
 CX1612;                    North         East     Units Scale Factor Converg.
 CX1612;SPC NM C     -   161,070.792   492,727.348   MT  0.99990065   -0 02 29.4
 CX1612;SPC NM C     -   528,446.42  1,616,556.31   sFT  0.99990065   -0 02 29.4
 CX1612;UTM  13      - 3,591,397.322   375,239.445   MT  0.99979194   -0 42 44.5
 CX1612
 CX1612!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1612!SPC NM C     -   0.99981181  x   0.99990065  =   0.99971248
 CX1612!UTM  13      -   0.99981181  x   0.99979194  =   0.99960379
 CX1612
 CX1612|---------------------------------------------------------------------|
 CX1612| PID    Reference Object                     Distance      Geod. Az  |
 CX1612|                                                           dddmmss.s |
 CX1612| CC7304 DUKE RM 1                            12.313 METERS 21902     |
 CX1612| CX1624 FRANK                               APPROX. 2.9 KM 2594308.8 |
 CX1612| CC7305 DUKE RM 2                            11.159 METERS 30407     |
 CX1612|---------------------------------------------------------------------|
 CX1612
 CX1612                          SUPERSEDED SURVEY CONTROL
 CX1612
 CX1612  NAD 83(1986)-  32 27 09.91785(N)    106 19 38.47745(W) AD(       ) 1
 CX1612  NAD 27      -  32 27 09.58687(N)    106 19 36.50942(W) AD(       ) 1
 CX1612  NGVD 29 (07/19/86) 1221.84   (m)         4008.7    (f) LEVELING    3  
 CX1612
 CX1612.Superseded values are not recommended for survey control.
 CX1612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1612.See file dsdata.txt to determine how the superseded data were derived.
 CX1612
 CX1612_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR7523991397(NAD 83)
 CX1612_MARKER: DS = TRIANGULATION STATION DISK
 CX1612_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX1612_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CX1612
 CX1612  HISTORY     - Date     Condition        Report By
 CX1612  HISTORY     - 1967     MONUMENTED       CGS
 CX1612
 CX1612                          STATION DESCRIPTION
 CX1612
 CX1612'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (JBJ)
 CX1612'THE STATION IS ABOUT 10 MILES EAST-NORTHEAST OF MISSILE RANGE
 CX1612'HEADQUARTERS, 1/4 MILE SOUTHEAST OF ROUTE 202 AND IN DESERT LAND
 CX1612'SURROUNDED BY SAND DUNES.
 CX1612'
 CX1612'TO REACH THE STATION FROM THE HEADQUARTERS BUILDING, GO EAST ON
 CX1612'ROUTE 2 FOR 2.0 MILES TO THE JUNCTION OF ROUTE 202 ON THE LEFT.
 CX1612'TURN LEFT AND GO NORTHEAST ON ROUTE 202 FOR 4.5 MILES TO THE
 CX1612'JUNCTION OF ROUTE 201 ON THE LEFT.  CONTINUE NORTHEAST ON ROUTE
 CX1612'202 FOR 2.7 MILES TO A POINT WHERE A TELEPHONE LINE CROSSES THE
 CX1612'ROAD.  CONTINUE NORTHERLY ON ROUTE 202 FOR 1.75 MILES TO BUILDING
 CX1612'NUMBER H-4205 ON THE LEFT, POWER LINE POLE NUMBER 94 ON THE
 CX1612'RIGHT AND A DIRT ROAD LEADING SOUTHEAST.  TURN RIGHT AND GO
 CX1612'SOUTHEAST ON THE DIRT ROAD FOR 0.1 MILE TO A TELEPHONE LINE AND DIRT
 CX1612'ROAD LEADING SOUTHEAST.  TURN RIGHT AND GO SOUTHWEST ON THE DIRT
 CX1612'ROAD, ALONG THE TELEPHONE LINE FOR 0.85 MILE TO A TRIANGLE
 CX1612'BLAZED TELEPHONE POLE ON THE RIGHT.  CONTINUE SOUTHWEST FOR
 CX1612'ABOUT 100 FEET, THEN TURN LEFT AND GO EAST PICKING YOUR WAY AROUND
 CX1612'SAND DUNES FOR 0.1 MILE TO THE STATION.  A FOUR WHEEL
 CX1612'DRIVE VEHICLE IS REQUIRED FOR THE LAST 0.1 MILE.
 CX1612'
 CX1612'THE STATION MARK IS A STANDARD DISK, STAMPED DUKE 1967, SET IN THE
 CX1612'TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT PROJECTS
 CX1612'6 INCHES ABOVE THE GROUND.  IT IS 38.8 FEET SOUTHEAST OF A WITNESS
 CX1612'POST AND 42.3 FEET NORTHEAST OF A WITNESS POST.  THE UNDERGROUND
 CX1612'MARK IS 52 INCHES BELOW THE GROUND SURFACE.
 CX1612'
 CX1612'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED DUKE NO 1 1967, SET
 CX1612'IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 CX1612'PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS 1.9 FEET NORTHEAST OF A
 CX1612'WITNESS POST AND ABOUT THE SAME ELEVATION AS THE STATION.
 CX1612'
 CX1612'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED DUKE NO 2 1967, SET IN
 CX1612'THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 CX1612'PROJECTS 6 INCHES ABOVE THE GROUND.  IT IS 2.3 FEET SOUTHEAST OF A
 CX1612'WITNESS POST AND ABOUT THE SAME ELEVATION AS THE STATION.
 CX1612'
 CX1612'TRIANGULATION STATION FRANK WILL SERVE AS AN AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GO0146 ***********************************************************************
 GO0146  CBN         -  This is a Cooperative Base Network Control Station.
 GO0146  DESIGNATION -  DUNE
 GO0146  PID         -  GO0146
 GO0146  STATE/COUNTY-  NM/SAN JUAN
 GO0146  USGS QUAD   -  FARMINGTON SOUTH (1979)
 GO0146
 GO0146                         *CURRENT SURVEY CONTROL
 GO0146  ___________________________________________________________________
 GO0146* NAD 83(1992)-  36 40 10.08035(N)    108 14 21.19398(W)     ADJUSTED  
 GO0146* NAVD 88     -      1854.785  (meters)    6085.24   (feet)  POSTED    
 GO0146  ___________________________________________________________________
 GO0146  X           -  -1,603,564.967 (meters)                     COMP
 GO0146  Y           -  -4,866,041.756 (meters)                     COMP
 GO0146  Z           -   3,789,130.059 (meters)                     COMP
 GO0146  LAPLACE CORR-           0.87  (seconds)                    DEFLEC99
 GO0146  ELLIP HEIGHT-        1833.53  (meters)          (05/26/00) GPS OBS
 GO0146  GEOID HEIGHT-         -21.21  (meters)                     GEOID03
 GO0146  DYNAMIC HT  -        1852.410 (meters)    6077.45  (feet)  COMP
 GO0146  MODELED GRAV-     979,288.0   (mgal)                       NAVD 88
 GO0146
 GO0146  HORZ ORDER  -  B
 GO0146  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GO0146  ELLP ORDER  -  SECOND    CLASS I
 GO0146
 GO0146.The horizontal coordinates were established by GPS observations
 GO0146.and adjusted by the National Geodetic Survey in September 1992..
 GO0146
 GO0146.The orthometric height was determined by differential leveling
 GO0146.and adjusted by the National Geodetic Survey in 1992..
 GO0146.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GO0146.rate of 0.0 thru 1.0 mm/km.
 GO0146.WARNING-GPS observations at this control monument resulted in a GPS
 GO0146.derived orthometric height which differed from the leveled height by
 GO0146.more than one decimeter (0.1 meter).
 GO0146
 GO0146.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GO0146
 GO0146.The Laplace correction was computed from DEFLEC99 derived deflections.
 GO0146
 GO0146.The ellipsoidal height was determined by GPS observations
 GO0146.and is referenced to NAD 83.
 GO0146
 GO0146.The geoid height was determined by GEOID03.
 GO0146
 GO0146.The dynamic height is computed by dividing the NAVD 88
 GO0146.geopotential number by the normal gravity value computed on the
 GO0146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GO0146.degrees latitude (g = 980.6199 gals.).
 GO0146
 GO0146.The modeled gravity was interpolated from observed gravity values.
 GO0146
 GO0146;                    North         East     Units Scale Factor Converg.
 GO0146;SPC NM W     -   628,880.217   793,718.455   MT  0.99993288   -0 14 32.6
 GO0146;SPC NM W     - 2,063,251.18  2,604,057.96   sFT  0.99993288   -0 14 32.6
 GO0146;UTM  12      - 4,061,757.778   746,730.090   MT  1.00035006   +1 38 58.4
 GO0146
 GO0146!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GO0146!SPC NM W     -   0.99971233  x   0.99993288  =   0.99964523
 GO0146!UTM  12      -   0.99971233  x   1.00035006  =   1.00006229
 GO0146
 GO0146|---------------------------------------------------------------------|
 GO0146| PID    Reference Object                     Distance      Geod. Az  |
 GO0146|                                                           dddmmss.s |
 GO0146| GO0511 DUNE RM 1                            27.783 METERS 08043     |
 GO0146| GO0414 SIMPSON                             APPROX.21.4 KM 1813703.8 |
 GO0146| GO0491 SHIPROCK HIGHEST PINNACLE           APPROX.53.4 KM 2722021.3 |
 GO0146| GO0512 DUNE RM 2                            30.087 METERS 33740     |
 GO0146|---------------------------------------------------------------------|
 GO0146
 GO0146                          SUPERSEDED SURVEY CONTROL
 GO0146
 GO0146  NAD 83(1992)-  36 40 10.08575(N)    108 14 21.19506(W) AD(       ) B
 GO0146  ELLIP H (09/30/92) 1833.57   (m)                       GP(       ) 2 1
 GO0146  NAD 83(1986)-  36 40 10.07251(N)    108 14 21.20375(W) AD(       ) 1
 GO0146  NAD 27      -  36 40 10.05600(N)    108 14 18.93200(W) AD(       ) 1
 GO0146  NAVD 88 (05/26/00) 1854.79   (m)         6085.3    (f) LEVELING    3  
 GO0146  NGVD 29 (??/??/92) 1853.772  (m)         6081.92   (f) ADJ UNCH    3 0
 GO0146
 GO0146.Superseded values are not recommended for survey control.
 GO0146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GO0146.See file dsdata.txt to determine how the superseded data were derived.
 GO0146
 GO0146_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYF4673061758(NAD 83)
 GO0146_MARKER: DD = SURVEY DISK
 GO0146_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 GO0146+WITH SETTING: INFORMATION.
 GO0146_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GO0146_STAMPING: DUNE USCGS 1934
 GO0146_MARK LOGO: USGS  
 GO0146_MAGNETIC: N = NO MAGNETIC MATERIAL
 GO0146_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GO0146_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GO0146+SATELLITE: SATELLITE OBSERVATIONS - March 01, 1999
 GO0146
 GO0146  HISTORY     - Date     Condition        Report By
 GO0146  HISTORY     - 1934     MONUMENTED       USGS
 GO0146  HISTORY     - 1934     GOOD             USGS
 GO0146  HISTORY     - 1945     GOOD             CGS
 GO0146  HISTORY     - 1949     GOOD             CGS
 GO0146  HISTORY     - 1958     GOOD             CGS
 GO0146  HISTORY     - 1963     GOOD             CGS
 GO0146  HISTORY     - 1964     GOOD             CGS
 GO0146  HISTORY     - 1971     GOOD             NMHD
 GO0146  HISTORY     - 1972     GOOD             NGS
 GO0146  HISTORY     - 1975     GOOD             NGS
 GO0146  HISTORY     - 1977     GOOD             LOCENG
 GO0146  HISTORY     - 1978     GOOD             NGS
 GO0146  HISTORY     - 19820422 GOOD             NGS
 GO0146  HISTORY     - 19920313 GOOD             NGS
 GO0146  HISTORY     - 19990301 GOOD             BLM
 GO0146  HISTORY     - 20050616 GOOD             INDIV
 GO0146
 GO0146                          STATION DESCRIPTION
 GO0146
 GO0146'DESCRIBED BY US GEOLOGICAL SURVEY 1934 (EBL)
 GO0146'STATION IS ABOUT 4 MILES SSE OF FARMINGTON, ABOUT 4 MILES
 GO0146'S OF SAN JUAN RIVER, ABOUT 1 MILE E OF SW CORNER OF T. 29 N.,
 GO0146'R. 13 W., ON TOP OF FLAT-TOPPED SANDY MESA, AND 75 FEET S OF OLD
 GO0146'SIMPSON-FARMINGTON ROAD.
 GO0146'
 GO0146'STATION MARK IS CAPPED IRON PIPE (U.S. GEOLOGICAL SURVEY
 GO0146'BENCH MARK) PROJECTING ABOUT 1 FOOT ABOVE GROUND.
 GO0146'
 GO0146'REFERENCE MARKS ARE BRONZE DISKS SET IN CONCRETE.  REFERENCE
 GO0146'MARK 1 IS 27.830 METERS (91.30 FEET) FROM STATION IN AZIMUTH
 GO0146'260 DEG 43 MIN.  REFERENCE MARK 2 IS 30.078 METERS (98.68 FEET)
 GO0146'FROM STATION IN AZIMUTH 157 DEG 42 MIN.
 GO0146'
 GO0146'TO REACH STATION FROM AVERY HOTEL IN FARMINGTON, TURN S OFF
 GO0146'MAIN STREET AND GO TO RAILROAD STATION, CROSS TRACKS W OF
 GO0146'STATION AND GO S ONE BLOCK, W ONE BLOCK, S ONE BLOCK, TURN
 GO0146'RIGHT AND FOLLOW MAIN ROAD TO W 0.9 MILE TO FORK, REACHED
 GO0146'JUST AFTER CROSSING THE BRIDGE OVER SAN JUAN RIVER, TAKE
 GO0146'LEFT FORK AND GO 4.7 MILES, TAKE RIGHT FORK AND GO 0.4 MILE,
 GO0146'TAKE RIGHT FORK AND GO 0.3 MILE, TAKE RIGHT FORK AND GO 0.4
 GO0146'MILE, TURN LEFT OFF ROAD AND GO ABOUT 75 FEET TO STATION.
 GO0146
 GO0146                          STATION RECOVERY (1934)
 GO0146
 GO0146'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1934
 GO0146'RECOVERED IN GOOD CONDITION.
 GO0146
 GO0146                          STATION RECOVERY (1945)
 GO0146
 GO0146'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (RAM)
 GO0146'STATION IS ABOUT 4 MILES (AIR LINE) SSW OF FARMINGTON AND
 GO0146'IS ABOUT 4 MILES S OF THE SAN JUAN RIVER.  IT IS ON THE FLAT
 GO0146'MESA LAND ABOVE THE SAN JUAN RIVER.
 GO0146'
 GO0146'TO REACH STATION FROM THE POST OFFICE IN FARMINGTON, GO W ON
 GO0146'U.S. HIGHWAY 550 FOR 0.3 MILE TO THE FARMINGTON TOURIST COURT
 GO0146'ON THE LEFT.  HERE TURN LEFT OR S ON A GRADED ROAD AND GO
 GO0146'0.2 MILE TO A RAILROAD CROSSING.  CONTINUE STRAIGHT AHEAD FOR
 GO0146'0.1 MILE TO A CROSS ROAD.  CONTINUE STRAIGHT AHEAD FOR 0.1
 GO0146'MILE TO A CROSS ROAD. HERE TURN RIGHT AND GO 0.8 MILE TO
 GO0146'THE STEEL BRIDGE OVER THE SAN JUAN RIVER.  ABOUT 100 YARDS
 GO0146'BEYOND THIS POINT TAKE THE LEFT-HAND FORK OF THREE AND GO
 GO0146'4.7 MILES UP ONTO THE MESA TO A FORK.  HERE TAKE THE RIGHT
 GO0146'FORK, A TRACK ROAD, AND GO 0.8 MILE TO A FORK.  HERE TAKE
 GO0146'THE RIGHT FORK AND GO 0.4 MILE TO THE END OF TRUCK TRAVEL
 GO0146'AND THE STATION ON THE LEFT.
 GO0146'
 GO0146'STATION MARK IS A STANDARD U.S. GEOLOGICAL SURVEY BENCH-MARK
 GO0146'DISK RIVETED TO THE TOP OF A 3-INCH IRON PIPE PROJECTING
 GO0146'16 INCHES ABOVE THE GROUND AND IS STAMPED DUNE USC AND GS
 GO0146'1934.  IT IS 10 FEET SW OF THE WITNESS POST AND IS 94 FEET
 GO0146'SW OF THE TRACK ROAD TO STATION.
 GO0146'
 GO0146'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK STAMPED DUNE USGS
 GO0146'NO 1 1934 AND IS SET IN A SQUARE CONCRETE POST FLUSH WITH GROUND.
 GO0146'IT IS ABOUT 8 INCHES LOWER THAN THE STATION AND IS 17 FEET
 GO0146'SW OF THE TRACK ROAD TO STATION.  IT IS E OF THE STATION.
 GO0146'
 GO0146'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK STAMPED DUNE USGS
 GO0146'NO 2 1934 AND IS SET IN A SQUARE CONCRETE POST FLUSH WITH GROUND.
 GO0146'IT IS ABOUT 22 INCHES LOWER THAN THE STATION AND IS 50 FEET
 GO0146'SW OF THE TRACK ROAD TO STATION.  IT IS NNW OF THE STATION.
 GO0146'
 GO0146'THE AZIMUTH MARK FOR THIS STATION IS TRIANGULATION STATION
 GO0146'B.M. U 69.
 GO0146
 GO0146                          STATION RECOVERY (1949)
 GO0146
 GO0146'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (WIB)
 GO0146'ABOUT 4 MILES CROSSING BRIDGE OVER THE SAN JUAN RIVER, TAKE
 GO0146'LEFT FORK AND GO 5.05 MILES, TAKE RIGHT FORK AND FOLLOW MAIN
 GO0146'TRAIL 1.2 MILES TO HIGH POINT ON MESA AND STATION ON LEFT, ABOUT
 GO0146'95 FT. SOUTH OF TRAIL AND 10 FT. SOUTH OF A WHITE WITNESS POST.
 GO0146'STATION MARK IS.
 GO0146'
 GO0146'R.M. 1 AND R.M. 2 RECOVERED AS DESCRIBED.  R.M. 1 WAS COVERED
 GO0146'BY DRIFTING SAND AND PROBABLY WILL BE RECOVERED AGAIN.  LOOK
 GO0146'FOR CONCRETE CHUNKS ON SURFACE AROUND THAT MARK.
 GO0146
 GO0146                          STATION RECOVERY (1958)
 GO0146
 GO0146'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (WTJ)
 GO0146'RECOVERED AS DESCRIBED ELB IN 1934.  ALL MARKS IN GOOD CONDITION.
 GO0146
 GO0146                          STATION RECOVERY (1963)
 GO0146
 GO0146'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CKP)
 GO0146'THE STATION AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 GO0146'CONDITION.  THE AZIMUTH MARK (B.M. U 69) WAS NOT SEARCHED
 GO0146'FOR.  A NEW TO REACH IS AS FOLLOWS--
 GO0146'
 GO0146'TO REACH FROM THE AVERY HOTEL IN FARMINGTON, GO WEST ON U.S.
 GO0146'HIGHWAY 550 FOR 0.55 MILES TO THE JUNCTION OF U.S. 550 AND
 GO0146'STATE 371.  TURN LEFT (SOUTH) ON STATE 371 AND GO 0.25 MILE
 GO0146'TO A FORK AND THE FARMINGTON HOSPITAL ON THE LEFT.  CONTINUE
 GO0146'STRAIGHT AHEAD (ON RIGHT FORK) ACROSS THE SAN JUAN RIVER
 GO0146'BRIDGE AND CLIMB STEEP MESA FOR 5.2 MILES TO A FORK.  HERE
 GO0146'TAKE THE RIGHT FORK, LEAVING STATE HIGHWAY 371, ONTO A DIRT
 GO0146'ROAD AND CONTINUE WESTERLY FOR 0.3 MILE TO A FORK.  TAKE RIGHT
 GO0146'FORK AND CONTINUE WESTERLY FOR 0.15 MILE TO A FORK.  TAKE
 GO0146'LEFT FORK AND CONTINUE WESTERLY OVER 2 HIGH POWER OIL LINES
 GO0146'FOR 0.3 MILES TO A SIDE ROAD RIGHT.  CONTINUE STRAIGHT AHEAD
 GO0146'(WESTERLY) FOR 0.2 MILE TO A FORK.  TAKE RIGHT FORK AND
 GO0146'CONTINUE NORTHWESTERLY .15 MILE TO A FORK AND THE
 GO0146'STATION 50 FEET ON THE LEFT (WEST) SIDE OF ROAD.  ASTRO
 GO0146'PARTY 621 VISITED THIS STATION.
 GO0146
 GO0146                          STATION RECOVERY (1964)
 GO0146
 GO0146'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JJC)
 GO0146'THE STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED.
 GO0146
 GO0146                          STATION RECOVERY (1971)
 GO0146
 GO0146'RECOVERY NOTE BY NM HIGHWAY DEPT 1971 (CWW)
 GO0146'DUNE USC AND GS 1934-GOOD.
 GO0146
 GO0146                          STATION RECOVERY (1972)
 GO0146
 GO0146'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 GO0146'THE STATION MARK, REFERENCE MARK 1 AND 2 AND THE AZIMUTH
 GO0146'MARK WERE RECOVERED IN GOOD CONDITION AS DESCRIBED.
 GO0146
 GO0146                          STATION RECOVERY (1975)
 GO0146
 GO0146'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CWW)
 GO0146'STATION AND R.M.S RECOVERED AS DESCRIBED.  STATION DISK IS
 GO0146'ON A PIPE WHICH IS LOOSE IN THE GROUND.  DISTANCE TO R.M. 1,
 GO0146'91.15 FEET.  TO R.M. 2, 98.71 FEET,
 GO0146
 GO0146                          STATION RECOVERY (1977)
 GO0146
 GO0146'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1977 (FJM)
 GO0146'DUNE 1934 RECOVERED IN GOOD CONDITION.
 GO0146'
 GO0146'DUNE RM 1 RECOVERED IN GOOD CONDITION.
 GO0146'
 GO0146'DUNE RM 2 RECOVERED IN GOOD CONDITION.
 GO0146'
 GO0146'DESCRIPTION ADEQUATE.
 GO0146
 GO0146                          STATION RECOVERY (1978)
 GO0146
 GO0146'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 GO0146'STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 GO0146'CONDITION.  DISTANCE AND DIRECTION TO REFERENCE MARKS DIFFERED SOME
 GO0146'FROM THE PREVIOUS DATA, BUT STILL COMPARED FAVORABLY AND MARKS
 GO0146'ARE STILL UPRIGHT AND SOLID IN GROUND.
 GO0146'
 GO0146'STATION IS REACHED FROM THE FARMINGTON NATIONAL BANK, MAIN-LOCKE
 GO0146'INTERSECTION IN FARMINGTON.  GO WEST ON U.S. HIGHWAY 550, MAIN
 GO0146'STREET, FOR 0.55 MILE TO LAKE STREET.  TURN LEFT AND GO SOUTH ON
 GO0146'LAKE STREET FOR 0.3 MILE TO THE SAN JUAN HOSPITAL ENTRANCE.  CONTINUE
 GO0146'AHEAD ON LAKE STREET FOR 0.15 MILE TO JUNCTION WITH PINON AVENUE,
 GO0146'CONTINUE AHEAD CROSSING PINON AVENUE, SOUTHWESTERLY ON STATE HIGHWAY
 GO0146'371, CROSSING SAN JUAN RIVER BRIDGE AND UP WINDING HILL ROAD TO A
 GO0146'GRADED ROAD RIGHT, ABOUT 0.05 MILE BEFORE REACHING TOP OF RIDGE.  TURN
 GO0146'RIGHT AND GO NORTHWESTERLY ON MAIN GRADED ROAD FOR 1.1 MILES TO THE
 GO0146'STATION ON LEFT, AS DESCRIBED.
 GO0146'
 GO0146'STATION IS A STANDARD U.S. GEOLOGICAL SURVEY STATION MARK DISK,
 GO0146'STAMPED---DUNE USC AND GS 1934---RIVITED TO THE TOP OF A 3 INCH
 GO0146'PIPE PROJECTING ABOUT 19 INCHES, 94 FEET SOUTH-SOUTHWEST OF CENTER
 GO0146'OF THE GRADED ROAD, 10 FEET SOUTH-SOUTHWEST OF A WOOD WITNESS POST,
 GO0146'2.6 FEET NORTHWEST OF A MET WITNESS POST.
 GO0146'
 GO0146'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED---DUNE USGS NO 1
 GO0146'1934---SET IN THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTING 2
 GO0146'INCHES, 24 FEET SOUTHWEST OF CENTER OF THE GRADED ROAD CURVE.
 GO0146'
 GO0146'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED---DUNE USGS NO 2
 GO0146'1934---SET IN THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTING
 GO0146'2 INCHES, 53 FEET SOUTH-SOUTHWEST OF CENTER OF THE GRADED ROAD.
 GO0146
 GO0146                          STATION RECOVERY (1982)
 GO0146
 GO0146'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 GO0146'THE STATION MARK, REFERENCE MARK 1, AND REFERENCE MARK 2 WERE
 GO0146'RECOVERED IN FAIR CONDITION.  THE STATION MARK IS SOLID, BUT LEANING
 GO0146'SLIGHTLY.  STATION BM U 69 1945 WAS USED AS AN AZIMUTH MARK AND IS NOW
 GO0146'DESTROYED.  A NEW AZIMUTH MARK WAS SET AND POSITIONED.  THE DISTANCES
 GO0146'BETWEEN REFERENCE MARK 1 AND THE STATION MARK DID NOT AGREE WITH THE
 GO0146'1934, 1945, OR 1975 DATA BY AS MUCH AS 3.8 CM IN THE 1945 DATA AND AS
 GO0146'LITTLE AS 1.6 CM IN THE 1975 DATA.  REFERENCE MARK NO 2 IS WITHIN
 GO0146'LIMITS.  THIS AGREES WITH THE LEANING OF THE MONUMENT WHICH IS NOW
 GO0146'SOLID IN THE GROUND.  THE ANGLE BETWEEN THE REFERENCE MARKS AGREE WITH
 GO0146'IN LIMITS BUT REFERENCE MARK NO 2 WAS OUT FROM THE 1934 DATA BY 2
 GO0146'MINUTES 39 SECONDS.  THE STATION MARK WAS NOT RESET BECAUSE THE
 GO0146'MONUMENT IS SOLID NOW, IT IS HEAVILY USED AND THE MOVEMENT SO FAR IS
 GO0146'SMALL.  BOTH REFERENCE MARKS ARE SOLID AND IN GOOD CONDITION.
 GO0146' 
 GO0146'STATION IS LOCATED ABOUT 4 MI (6.4 KM) SOUTH SOUTHWEST OF FARMINGTON
 GO0146'AND ABOUT 4 MI (6.4 KM) SOUTH OF THE SAN JUAN RIVER ON THE FLAT LAND
 GO0146'ABOVE THE RIVER.  IT IS ABOUT 1 MI (1.6 KM) EAST OF THE SOUTHWEST
 GO0146'CORNER OF T 29 N, R 13 W.  OWNERSHIP- THE NAVAJO TRIBE, CONTACT OFFICE
 GO0146'OF NAVAJO TRIBAL LAND ADMINISTRATION, THE NAVAJO NATION, WINDOW ROCK,
 GO0146'AZ 86515, MR MELVIN F BAUTISTA.  TELEPHONE 602-871-4530 OR
 GO0146'602-871-4941 EXT 1405.  TO REACH THE STATION FORM THE BRIDGE OVER THE
 GO0146'SAN JUAN RIVER AND STATE HIGHWAY 371 IN SOUTHWEST FARMINGTON, GO
 GO0146'SOUTHERLY UPHILL FOR 8.4 KM (5.20 MI) TO A SIDEROAD RIGHT.  THE
 GO0146'AZIMUTH MARK IS 110.6 M (362.9 FT) FROM THE CENTERLINE ON THE LEFT,
 GO0146'EASTSIDE, OF THE STATE HIGHWAY 371.  TURN RIGHT, WEST, FOR 1.8 KM
 GO0146'(1.10 MI) ALONG THE MAIN DIRT ROAD TO THE STATION ON THE LEFT.
 GO0146' 
 GO0146'THE STATION IS A STANDARD USGS DISK STAMPED--DUNE USCGS 1934--, SET
 GO0146'INTO THE TOP OF A METAL PIPE 4 INCHES (9 CM) IN DIAMETER PROJECTING 20
 GO0146'INCHES  (52 CM) ABOVE THE GROUND, LOCATED 99 FT (30.2 M) SSE FROM AN
 GO0146'EAST-WEST ROAD, 9.8 FT (3.0 M) SSW FROM A WOODEN WITNESS POST, AND 2.5
 GO0146'FT (0.8 M) NW FROM A METAL WITNESS POST WITH SIGN.
 GO0146' 
 GO0146'REFERENCE MARK NO 1 IS A STANDARD CGS DISK STAMPED--DUNE USGS NO 1
 GO0146'1934--, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 12 INCHES (30
 GO0146'CM) ON SIDE, PROJECTING 2 INCHES (5 CM) ABOVE THE GROUND LOCATED 90 FT
 GO0146'(27.4 M) NE FROM A METAL WITNESS POST WITH SIGN, 84 FT (25.6 M) NE
 GO0146'FROM A WOODEN WITNESS POST, AND 25 FT (7.6 M) SW FROM AN EAST-WEST
 GO0146'ROAD.
 GO0146' 
 GO0146'REFERENCE MARK NO 2 IS A STANDARD CGS DISK STAMPED--DUNE USGS NO 2
 GO0146'1934--, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 12 INCHES (30
 GO0146'CM) IN DIAMETER ON SIDE PROJECTING 2 INCHES (5 CM)  ABOVE THE GROUND,
 GO0146'LOCATED 102 FT (31.1 M) NW FROM A METAL WITNESS POST WITH SIGN, 96 FT
 GO0146'(29.3 M) NW FROM A WOODEN WITNESS POST, 57 FT (17.4 M) SW FROM AN
 GO0146'EAST-WEST ROAD, AND 1 FT (0.3 M) LOWER THAN THE STATION.
 GO0146' 
 GO0146'AZIMUTH MARK NO 1 IS A STANDARD NGS DISK STAMPED--DUNE USGS 1934 NO 1
 GO0146'1982--, SET IN THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES (30 CM)
 GO0146'IN DIAMETER FLUSH WITH GROUND,  LOCATED 363 FT (110.6 M) E FROM THE
 GO0146'CENTERLINE OF STATE HIGHWAY 371, 242 FT (73.8 M) E FROM THE EASTERN
 GO0146'RIGHT-OF-WAY MARKER 1340+45.08, 67 FT (20.4 M) W FROM A DIRT ROAD, AND
 GO0146'49 FT (14.9 M) E FROM A TELEPHONE POLE.  AN UNDERGROUND MARK WAS SET
 GO0146'1.2 M (3.9 FT) UNDER THE SURFACE DISK.  A WITNESS POST WAS SET 1.1 M
 GO0146'(3.6 FT) SOUTH OF THE AZIMUTH MARK.  AN IRON ROD WAS SET NEXT TO THE
 GO0146'MONUMENT.  TO REACH THE AZIMUTH MARK FROM THE BRIDGE OVER THE SAN JUAN
 GO0146'RIVER AND STATE HIGHWAY 371 IN SOUTHWEST FARMINGTON, GO SOUTHERLY
 GO0146'UPHILL ON STATE HIGHWAY 371 FOR 8.4 KM (5.20 MI) TO A SIDEROAD RIGHT
 GO0146'AND THE AZIMUTH MARK ON THE LEFT ON THE OTHERSIDE OF
 GO0146
 GO0146                          STATION RECOVERY (1992)
 GO0146
 GO0146'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 GO0146'THE STATION IS LOCATED ABOUT 6.4 KM (4.0 MI) SOUTH-SOUTHWEST OF
 GO0146'FARMINGTON, 6.4 KM (4.0 MI) SOUTH OF THE SAN JUAN RIVER AND ON TOP OF
 GO0146'A FLAT-TOPPED SANDY MESA.  OWNERSHIP--UNKNOWN.
 GO0146'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 64 AND 550 AND
 GO0146'STATE HIGHWAY 371 ON THE WEST SIDE OF FARMINGTON, GO SOUTH ON HIGHWAY
 GO0146'371 (MURRAY ROAD) FOR 1.45 KM (0.90 MI) TO A TRAFFIC SIGNAL AND BISTI
 GO0146'HIGHWAY.  TURN RIGHT ON BISTI HIGHWAY (HIGHWAY 371) AND GO SOUTHWEST
 GO0146'FOR 0.16 KM (0.10 MI) TO THE SAN JUAN RIVER BRIDGE.  CONTINUE AHEAD
 GO0146'ON HIGHWAY 371 FOR 7.55 KM (4.69 MI) TO A GRAVEL ROAD AND CATTLE
 GO0146'GUARD ON THE RIGHT AND SIGN -HEMSTREETS MEMORIAL BALL PARK-.  TURN
 GO0146'RIGHT, CROSSING THE CATTLE GUARD AND GO SOUTHERLY ON THE MAIN GRAVEL
 GO0146'ROAD FOR 1.75 KM (1.09 MI) TO A FORK AND THE STATION ON THE LEFT.
 GO0146'THE STATION IS A STANDARD USGS DISK RIVITED TO THE TOP OF A 3-INCH
 GO0146'IRON PIPE PROJECTING 48-CM ABOVE THE GROUND.  LOCATED 28.6 M
 GO0146'(93.8 FT) SOUTH-SOUTHWEST OF THE GRADED ROAD, 3.05 M (10.01 FT)
 GO0146'SOUTH-SOUTHWEST OF A WOODEN WITNESS POST AND 0.8 M (2.6 FT) NORTHWEST
 GO0146'OF A METAL WITNESS POST.
 GO0146
 GO0146                          STATION RECOVERY (1999)
 GO0146
 GO0146'RECOVERY NOTE BY BUREAU OF LAND MANAGEMENT 1999 (JI)
 GO0146'RECOVERED AS DESCRIBED.
 GO0146
 GO0146                          STATION RECOVERY (2005)
 GO0146
 GO0146'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (BHI)
 GO0146'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1546 ***********************************************************************
 CX1546  DESIGNATION -  DUNE
 CX1546  PID         -  CX1546
 CX1546  STATE/COUNTY-  NM/OTERO
 CX1546  USGS QUAD   -  DESERT NE (1955)
 CX1546
 CX1546                         *CURRENT SURVEY CONTROL
 CX1546  ___________________________________________________________________
 CX1546* NAD 83(1992)-  32 13 52.74600(N)    106 07 20.09317(W)     ADJUSTED  
 CX1546* NAVD 88     -      1262.     (meters)    4140.     (feet)  SCALED    
 CX1546  ___________________________________________________________________
 CX1546  LAPLACE CORR-           4.17  (seconds)                    DEFLEC99
 CX1546  GEOID HEIGHT-         -23.17  (meters)                     GEOID03
 CX1546
 CX1546  HORZ ORDER  -  SECOND
 CX1546
 CX1546.The horizontal coordinates were established by classical geodetic methods
 CX1546.and adjusted by the National Geodetic Survey in December 1993..
 CX1546
 CX1546.The orthometric height was scaled from a topographic map.
 CX1546
 CX1546.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1546
 CX1546.The geoid height was determined by GEOID03.
 CX1546
 CX1546;                    North         East     Units Scale Factor Converg.
 CX1546;SPC NM C     -   136,522.238   512,040.073   MT  0.99990179   +0 04 05.3
 CX1546;SPC NM C     -   447,906.71  1,679,918.14   sFT  0.99990179   +0 04 05.3
 CX1546;UTM  13      - 3,566,628.393   394,261.724   MT  0.99973788   -0 35 54.9
 CX1546
 CX1546!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1546!SPC NM C     -   0.99980559  x   0.99990179  =   0.99970740
 CX1546!UTM  13      -   0.99980559  x   0.99973788  =   0.99954352
 CX1546
 CX1546|---------------------------------------------------------------------|
 CX1546| PID    Reference Object                     Distance      Geod. Az  |
 CX1546|                                                           dddmmss.s |
 CX1546| CC7311 DUNE RM 2                            26.490 METERS 00924     |
 CX1546| CC7310 DUNE RM 1                            19.129 METERS 04504     |
 CX1546| CX1545 GRAYBOY                             APPROX.13.3 KM 1421102.1 |
 CX1546| CC7309 DUNE AZ MK                                         2132437.7 |
 CX1546|---------------------------------------------------------------------|
 CX1546
 CX1546                          SUPERSEDED SURVEY CONTROL
 CX1546
 CX1546  NAD 83(1986)-  32 13 52.74960(N)    106 07 20.09150(W) AD(       ) 2
 CX1546  NAD 27      -  32 13 52.40430(N)    106 07 18.15470(W) AD(       ) 2
 CX1546
 CX1546.Superseded values are not recommended for survey control.
 CX1546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1546.See file dsdata.txt to determine how the superseded data were derived.
 CX1546
 CX1546_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR9426266628(NAD 83)
 CX1546_MARKER: DD = SURVEY DISK
 CX1546_SETTING: 0 = UNSPECIFIED SETTING
 CX1546
 CX1546  HISTORY     - Date     Condition        Report By
 CX1546  HISTORY     - 1943     MONUMENTED       CGS
 CX1546  HISTORY     - 1955     GOOD             AMS
 CX1546  HISTORY     - 1965     MARK NOT FOUND   CGS
 CX1546
 CX1546                          STATION DESCRIPTION
 CX1546
 CX1546'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (EHB)
 CX1546'STATION IS LOCATED ON THE TOP OF A SMALL SAND DUNE ABOUT 5
 CX1546'MILES AIRLINE NORTHEAST OF DESERT STATION.
 CX1546'
 CX1546'STATION MARK IS A BRONZE STATION DISK SET IN THE TOP OF A CONCRETE
 CX1546'POST PROJECTING ABOUT 6 INCHES ABOVE GROUND.  IT IS STAMPED DUNE
 CX1546'1943.
 CX1546'
 CX1546'UNDERGROUND MARK IS A BRONZE DISK SET IN THE TOP OF A CONCRETE
 CX1546'POST.
 CX1546'
 CX1546'REFERENCE MARK 1 IS A USGS REFERENCE DISK SET IN THE TOP OF A
 CX1546'3-INCH PIPE PROJECTING ABOUT 12 INCHES ABOVE GROUND.  IT IS
 CX1546'STAMPED SAND 1940.
 CX1546'
 CX1546'REFERENCE MARK 2 IS A USGS STATION DISK SET IN THE TOP OF A
 CX1546'CONCRETE POST FLUSH WITH THE GROUND.  IT IS STAMPED SAND 1940.
 CX1546'
 CX1546'THE AZIMUTH MARK IS ABOUT 0.6 MILE SOUTHWEST OF THE STATION,
 CX1546'ABOUT 50 FEET EAST OF THE CENTER LINE OF THE ROAD, AND ABOUT
 CX1546'8 FEET NORTH OF A 4- BY 4-INCH WHITE POST.  IT IS A BRONZE
 CX1546'AZIMUTH-MARK DISK SET IN THE TOP OF A CONCRETE POST FLUSH
 CX1546'WITH THE GROUND.  IT IS STAMPED DUNE 1943.
 CX1546'
 CX1546'TO REACH FROM DESERT STATION WHICH IS ON THE SOUTHERN PACIFIC
 CX1546'RAILROAD, JUST EAST OF U.S. HIGHWAY 54, ABOUT 38 MILES NORTH
 CX1546'OF EL PASO, TEXAS, CROSS RAILROAD NORTH OF THE STATION TO FORKS
 CX1546'JUST EAST OF THE EAST RIGHT-OF-WAY FENCE.  TAKE RIGHT FORK AND
 CX1546'FOLLOW MAIN TRAVELED ROAD EAST AND NORTHEAST 5.0 MILES.  FROM
 CX1546'THIS POINT THE STATION IS ABOUT 1/4 MILE ACROSS COUNTRY, ALMOST
 CX1546'DUE NORTH, ON THE TOP OF A SAND DUNE, AND ABOUT 12 FEET EAST OF
 CX1546'A WHITE 4- BY 4-INCH POST.
 CX1546'
 CX1546'A 4-FOOT WOOD STAND WAS USED FOR OBSERVATIONS.
 CX1546'
 CX1546'HEIGHT OF LIGHT ABOVE STATION MARK-1 METER.
 CX1546
 CX1546                          STATION RECOVERY (1955)
 CX1546
 CX1546'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1955
 CX1546'STATION RECOVERED AS DESCRIBED.  THE MARK IS A STANDARD DISK
 CX1546'SET IN A CONCRETE MONUMENT PROJECTING 1.2 FEET ABOVE THE TOP
 CX1546'OF A LARGE SAND DUNE.  THE MARK IS IN THE CENTER OF THE DUNE.
 CX1546'
 CX1546'THE STATION IS 87 FEET S OF TRIANGULATION STATION SAND.  62
 CX1546'FEET SW OF SMALL BUSH (R.M. 1).  38 FEET NNW OF CENTER SMALL BUSH.
 CX1546'AND 47 FEET ESE OF CENTER SMALL BUSH.
 CX1546
 CX1546                          STATION RECOVERY (1965)
 CX1546
 CX1546'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (WRH)
 CX1546'STATION AND UNDERGROUND MARK WERE FOUND LYING ON TOP OF A SAND
 CX1546'DUNE.  THEY WERE APPARENTLY DESTROYED BY WIND EROSION.
 CX1546'
 CX1546'R.M. NO. 1 IS A USGS REFERENCE DISK SET IN A 3 INCH STEEL
 CX1546'PIPE.  IT IS STAMPED SAND 1940 AND NOW PROJECTS 2 FEET.
 CX1546'
 CX1546'R.M. NO. 2 IS A USGS STATION DISK SET IN A CONCRETE POST.
 CX1546'IT IS STAMPED SAND 1940 AND NOW PROJECTS 2 FEET.
 CX1546'
 CX1546'A THOROUGH SEARCH WAS MADE FOR THE AZIMUTH MARK BUT IT WAS
 CX1546'NOT RECOVERED AND IT IS BELIEVED TO BE DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GO0511 ***********************************************************************
 GO0511  DESIGNATION -  DUNE RM 1
 GO0511  PID         -  GO0511
 GO0511  STATE/COUNTY-  NM/SAN JUAN
 GO0511  USGS QUAD   -  FARMINGTON SOUTH (1979)
 GO0511
 GO0511                         *CURRENT SURVEY CONTROL
 GO0511  ___________________________________________________________________
 GO0511* NAD 83(1986)-  36 40 10.     (N)    108 14 20.     (W)     SCALED    
 GO0511* NAVD 88     -      1854.70   (+/-2cm)    6085.0    (feet)  VERTCON   
 GO0511  ___________________________________________________________________
 GO0511  GEOID HEIGHT-         -21.21  (meters)                     GEOID03
 GO0511
 GO0511  VERT ORDER  -  THIRD (See Below)
 GO0511
 GO0511.The horizontal coordinates were scaled from a topographic map and have
 GO0511.an estimated accuracy of +/- 6 seconds.
 GO0511
 GO0511.The NAVD 88 height was computed by applying the VERTCON shift value to
 GO0511.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GO0511.The vertical order pertains to the NGVD 29 superseded value.
 GO0511
 GO0511.The geoid height was determined by GEOID03.
 GO0511
 GO0511;                    North         East    Units  Estimated Accuracy
 GO0511;SPC NM W     -   628,880.      793,750.      MT  (+/- 180 meters Scaled)
 GO0511
 GO0511                          SUPERSEDED SURVEY CONTROL
 GO0511
 GO0511  NGVD 29 (06/15/00) 1853.70   (m)         6081.7    (f) RESET       3  
 GO0511
 GO0511.Superseded values are not recommended for survey control.
 GO0511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GO0511.See file dsdata.txt to determine how the superseded data were derived.
 GO0511
 GO0511_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYF467617(NAD 83)
 GO0511_MARKER: DR = REFERENCE MARK DISK
 GO0511_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GO0511_SP_SET: CONCRETE POST
 GO0511_STAMPING: DUNE USGS NO 1 1934
 GO0511_MARK LOGO: CGS   
 GO0511_MAGNETIC: N = NO MAGNETIC MATERIAL
 GO0511_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GO0511+STABILITY: SURFACE MOTION
 GO0511
 GO0511  HISTORY     - Date     Condition        Report By
 GO0511  HISTORY     - 1934     MONUMENTED       CGS
 GO0511  HISTORY     - 19820424 GOOD             NGS
 GO0511
 GO0511                          STATION DESCRIPTION
 GO0511
 GO0511'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 GO0511'FROM THE BRIDGE OVER THE SAN JUAN RIVER AND STATE HIGHWAY 371 IN
 GO0511'SOUTHWEST FARMINGTON, GO SOUTHERLY UPHILL FOR 5.2 MI (8.4 KM) TO A
 GO0511'SIDE ROAD RIGHT, TURN RIGHT, WEST, FOR 1.1 MI (1.8 KM) ALONG THE MAIN
 GO0511'DIRT ROAD TO THE STATION ON THE LEFT, 84 FT (25.6 M) NORTHEAST FROM A
 GO0511'WOODEN WITNESS POST AND 25 FT (7.6 M) SOUTHWEST FROM AN EAST-WEST
 GO0511'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GO0512 ***********************************************************************
 GO0512  DESIGNATION -  DUNE RM 2
 GO0512  PID         -  GO0512
 GO0512  STATE/COUNTY-  NM/SAN JUAN
 GO0512  USGS QUAD   -  FARMINGTON SOUTH (1979)
 GO0512
 GO0512                         *CURRENT SURVEY CONTROL
 GO0512  ___________________________________________________________________
 GO0512* NAD 83(1986)-  36 40 10.     (N)    108 14 20.     (W)     SCALED    
 GO0512* NAVD 88     -      1854.14   (+/-2cm)    6083.1    (feet)  VERTCON   
 GO0512  ___________________________________________________________________
 GO0512  GEOID HEIGHT-         -21.21  (meters)                     GEOID03
 GO0512
 GO0512  VERT ORDER  -  THIRD (See Below)
 GO0512
 GO0512.The horizontal coordinates were scaled from a topographic map and have
 GO0512.an estimated accuracy of +/- 6 seconds.
 GO0512
 GO0512.The NAVD 88 height was computed by applying the VERTCON shift value to
 GO0512.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GO0512.The vertical order pertains to the NGVD 29 superseded value.
 GO0512
 GO0512.The geoid height was determined by GEOID03.
 GO0512
 GO0512;                    North         East    Units  Estimated Accuracy
 GO0512;SPC NM W     -   628,880.      793,750.      MT  (+/- 180 meters Scaled)
 GO0512
 GO0512                          SUPERSEDED SURVEY CONTROL
 GO0512
 GO0512  NGVD 29 (06/15/00) 1853.14   (m)         6079.8    (f) RESET       3  
 GO0512
 GO0512.Superseded values are not recommended for survey control.
 GO0512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GO0512.See file dsdata.txt to determine how the superseded data were derived.
 GO0512
 GO0512_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYF467617(NAD 83)
 GO0512_MARKER: DR = REFERENCE MARK DISK
 GO0512_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GO0512_SP_SET: CONCRETE POST
 GO0512_STAMPING: DUNE USGS NO 2 1934
 GO0512_MARK LOGO: CGS   
 GO0512_MAGNETIC: N = NO MAGNETIC MATERIAL
 GO0512_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GO0512+STABILITY: SURFACE MOTION
 GO0512
 GO0512  HISTORY     - Date     Condition        Report By
 GO0512  HISTORY     - 1934     MONUMENTED       CGS
 GO0512  HISTORY     - 19820424 GOOD             NGS
 GO0512
 GO0512                          STATION DESCRIPTION
 GO0512
 GO0512'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 GO0512'FROM THE BRIDGE OVER THE SAN JUAN RIVER AND STATE HIGHWAY 371 IN
 GO0512'SOUTHWEST FARMINGTON, GO SOUTHERLY UPHILL FOR 5.2 MI (8.4 KM) TO A
 GO0512'SIDE ROAD RIGHT, TURN RIGHT, WEST, FOR 1.1 MI (1.8 KM) ALONG THE MAIN
 GO0512'DIRT ROAD TO THE STATION ON THE LEFT, 96 FT (29.3 M) NORTHWEST FROM A
 GO0512'WOODEN WITNESS POST AND 57 FT (17.4 M) SOUTHWEST FROM AN EAST-WEST
 GO0512'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0849 ***********************************************************************
 CW0849  DESIGNATION -  DUNKEN ET
 CW0849  PID         -  CW0849
 CW0849  STATE/COUNTY-  NM/CHAVES
 CW0849  USGS QUAD   -  DUNKEN (1989)
 CW0849
 CW0849                         *CURRENT SURVEY CONTROL
 CW0849  ___________________________________________________________________
 CW0849* NAD 83(1992)-  32 49 54.00872(N)    105 14 55.50494(W)     ADJUSTED  
 CW0849* NAVD 88     -      1786.     (meters)    5860.     (feet)  VERTCON   
 CW0849  ___________________________________________________________________
 CW0849  LAPLACE CORR-          -6.19  (seconds)                    DEFLEC99
 CW0849  GEOID HEIGHT-         -21.00  (meters)                     GEOID03
 CW0849
 CW0849  HORZ ORDER  -  THIRD
 CW0849
 CW0849.The horizontal coordinates were established by classical geodetic methods
 CW0849.and adjusted by the National Geodetic Survey in December 1993..
 CW0849
 CW0849.The NAVD 88 height was computed by applying the VERTCON shift value to
 CW0849.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CW0849
 CW0849.The Laplace correction was computed from DEFLEC99 derived deflections.
 CW0849
 CW0849.The geoid height was determined by GEOID03.
 CW0849
 CW0849;                    North         East     Units Scale Factor Converg.
 CW0849;SPC NM E     -   203,458.079    79,295.439   MT  0.99999963   -0 29 46.8
 CW0849;SPC NM E     -   667,512.05    260,155.12   sFT  0.99999963   -0 29 46.8
 CW0849;SPC NM C     -   203,529.110   593,739.787   MT  1.00000831   +0 32 34.4
 CW0849;SPC NM C     -   667,745.09  1,947,961.28   sFT  1.00000831   +0 32 34.4
 CW0849;UTM  13      - 3,632,653.415   476,718.628   MT  0.99960668   -0 08 05.5
 CW0849
 CW0849!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CW0849!SPC NM E     -   0.99972301  x   0.99999963  =   0.99972264
 CW0849!SPC NM C     -   0.99972301  x   1.00000831  =   0.99973132
 CW0849!UTM  13      -   0.99972301  x   0.99960668  =   0.99932980
 CW0849
 CW0849:                Primary Azimuth Mark                     Grid Az
 CW0849:SPC NM E     -  2 WR                                     142 03 44.7
 CW0849:SPC NM C     -  2 WR                                     141 01 23.5
 CW0849:UTM  13      -  2 WR                                     141 42 03.4
 CW0849
 CW0849|---------------------------------------------------------------------|
 CW0849| PID    Reference Object                     Distance      Geod. Az  |
 CW0849|                                                           dddmmss.s |
 CW0849| CW0848 2 WR                                APPROX. 6.8 KM 1413357.9 |
 CW0849|---------------------------------------------------------------------|
 CW0849
 CW0849                          SUPERSEDED SURVEY CONTROL
 CW0849
 CW0849  NAD 83(1986)-  32 49 54.01680(N)    105 14 55.50425(W) AD(       ) 3
 CW0849  NAD 27      -  32 49 53.65084(N)    105 14 53.58204(W) AD(       ) 3
 CW0849  NGVD 29 (07/19/86) 1785.     (m)         5856.     (f) VERT ANG       
 CW0849
 CW0849.Superseded values are not recommended for survey control.
 CW0849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0849.See file dsdata.txt to determine how the superseded data were derived.
 CW0849
 CW0849_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDS7671932653(NAD 83)
 CW0849_MARKER: DD = SURVEY DISK
 CW0849_SETTING: 66 = SET IN ROCK OUTCROP
 CW0849_SP_SET: SET IN BEDROCK
 CW0849_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CW0849+STABILITY: POSITION/ELEVATION WELL
 CW0849
 CW0849  HISTORY     - Date     Condition        Report By
 CW0849  HISTORY     - 1960     MONUMENTED       USGS
 CW0849
 CW0849                          STATION DESCRIPTION
 CW0849
 CW0849'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 CW0849'STATION IS LOCATED ABOUT 2.5 MI. (AIRLINE) W. AND 1.5 MI. N. OF
 CW0849'DUNKEN, NEW MEXICO, ON A HIGH POINT OF A RIDGE AND BLUFF OVERLOOKING
 CW0849'A DEEP DRAIN ABOUT 3 MI. N-NW. OF THE WATTS RANCH.
 CW0849'
 CW0849'TO REACH THE STATION FROM THE INTERSECTION OF NEW MEXICO HIGHWAYS 83
 CW0849'AND 24, PROCEED S. ON 24 FOR 6 MI. TO DUNKEN, NEW MEXICO.  CONTINUE
 CW0849'S. FOR 0.4 MI., TURN RIGHT OFF THE HIGHWAY ON A GRADED RD. FOR 2.5
 CW0849'MI., AND TAKE A BULLDOZED RD. RIGHT LEADING TO THE NW. AT A BEND IN
 CW0849'THE MAIN RD.  FOLLOW THE RD. FOR 1.5 MI., TURN RIGHT ON A TRACK RD.
 CW0849'FOR 0.2 MI., AND THENCE STRAIGHT AHEAD E. FOR 0.6 MI. TO THE TOP OF
 CW0849'A RIDGE AT A SADDLE.  TURN LEFT OFF THE TRACK RD. ACROSS COUNTRY AND
 CW0849'FOLLOW THE TOP OF THE RIDGE NW. FOR 1.0 MI. TO A HIGH POINT ON THE
 CW0849'RIDGE AND THE STATION.
 CW0849'
 CW0849'STATION MARK--STANDARD TABLET CEMENTED IN OUTCROPPING BEDROCK FLUSH
 CW0849'WITH GROUND.  STAMPED ---DUNKEN ET 1960---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0554 ***********************************************************************
 EP0554  DESIGNATION -  DUNLAP
 EP0554  PID         -  EP0554
 EP0554  STATE/COUNTY-  NM/DE BACA
 EP0554  USGS QUAD   -  DUNLAP (1982)
 EP0554
 EP0554                         *CURRENT SURVEY CONTROL
 EP0554  ___________________________________________________________________
 EP0554* NAD 83(1992)-  34 06 01.82539(N)    104 30 36.58587(W)     ADJUSTED  
 EP0554* NAVD 88     -      1251.2    (meters)    4105.     (feet)  VERTCON   
 EP0554  ___________________________________________________________________
 EP0554  LAPLACE CORR-          -1.63  (seconds)                    DEFLEC99
 EP0554  GEOID HEIGHT-         -23.43  (meters)                     GEOID03
 EP0554
 EP0554  HORZ ORDER  -  SECOND
 EP0554
 EP0554.The horizontal coordinates were established by classical geodetic methods
 EP0554.and adjusted by the National Geodetic Survey in December 1993..
 EP0554
 EP0554.The NAVD 88 height was computed by applying the VERTCON shift value to
 EP0554.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EP0554
 EP0554.The Laplace correction was computed from DEFLEC99 derived deflections.
 EP0554
 EP0554.The geoid height was determined by GEOID03.
 EP0554
 EP0554;                    North         East     Units Scale Factor Converg.
 EP0554;SPC NM E     -   343,818.550   148,684.392   MT  0.99991237   -0 05 56.9
 EP0554;SPC NM E     - 1,128,011.36    487,808.71   sFT  0.99991237   -0 05 56.9
 EP0554;UTM  13      - 3,773,408.375   545,182.269   MT  0.99962516   +0 16 28.7
 EP0554
 EP0554!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EP0554!SPC NM E     -   0.99980730  x   0.99991237  =   0.99971969
 EP0554!UTM  13      -   0.99980730  x   0.99962516  =   0.99943253
 EP0554
 EP0554|---------------------------------------------------------------------|
 EP0554| PID    Reference Object                     Distance      Geod. Az  |
 EP0554|                                                           dddmmss.s |
 EP0554| CJ6264 DUNLAP RM 1                          18.125 METERS 15559     |
 EP0554| EP0553 STINSON                             APPROX. 8.6 KM 2064342.7 |
 EP0554| CJ6265 DUNLAP RM 2                          18.675 METERS 24840     |
 EP0554|---------------------------------------------------------------------|
 EP0554
 EP0554                          SUPERSEDED SURVEY CONTROL
 EP0554
 EP0554  NAD 83(1986)-  34 06 01.83167(N)    104 30 36.58337(W) AD(       ) 2
 EP0554  NAD 27      -  34 06 01.54546(N)    104 30 34.67158(W) AD(       ) 2
 EP0554  NGVD 29 (07/19/86) 1250.6    (m)         4103.     (f) VERT ANG       
 EP0554
 EP0554.Superseded values are not recommended for survey control.
 EP0554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EP0554.See file dsdata.txt to determine how the superseded data were derived.
 EP0554
 EP0554_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SET4518273408(NAD 83)
 EP0554_MARKER: DD = SURVEY DISK
 EP0554_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 EP0554+WITH SETTING: INFORMATION.
 EP0554_SP_SET: PREFABRICATED CONCRETE POST
 EP0554
 EP0554  HISTORY     - Date     Condition        Report By
 EP0554  HISTORY     - 1967     MONUMENTED       USGS
 EP0554
 EP0554                          STATION DESCRIPTION
 EP0554
 EP0554'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (WCN)
 EP0554'STATION IS LOCATED N 43 DEG E, ABOUT 1.5 MI. (AIRLINE) FROM DUNLAP,
 EP0554'NEW MEXICO, S 30 DEG W, ABOUT 30 MI. (AIRLINE) FROM FORT SUMNER,
 EP0554'NEW MEXICO.  THE STATION IS ON THE J.D. SHIRLEY RANCH, ON A
 EP0554'SMALL PROMINENT TOP, ABOUT 0.4 MI. SE OF STATE HIGHWAY 20,
 EP0554'3.5 FT. N OF WITNESS SIGN MOUNTED ON A METAL POST.  THE STATION
 EP0554'SITE CAN BE LOCATED FROM THE FORT SUMNER (NI-13-5) 1--250,000
 EP0554'SERIES MAP.
 EP0554'
 EP0554'STATION MARK--A USGS BRONZE TABLET CRIMPED TO A COPPERWELD
 EP0554'ROD DRIVEN TO REFUSAL (7.5 FT.) CENTERED IN AN ORANGEBURG TILE,
 EP0554'6 IN. IN DIAMETER, 12 IN. LONG FILLED WITH GRAVEL.  THE TABLET
 EP0554'IS FLUSH WITH THE GROUND AND STAMPED DUNLAP ET 1967.
 EP0554'
 EP0554'REFERENCE MARK NO. 1--A USGS BRONZE R.M. TABLET CRIMPED TO A
 EP0554'COPPERWELD ROD DRIVEN TO REFUSAL (7.5 FT.) CENTERED IN AN
 EP0554'ORANGEBURG TILE 6 IN. IN DIAMETER, 12 IN. LONG FILLED WITH
 EP0554'GRAVEL STAMPED DUNLAP ET R.M. NO. 1 1967.
 EP0554'
 EP0554'REFERENCE MARK NO. 2--A USGS BRONZE R.M. TABLET CRIMPED TO A
 EP0554'COPPERWELD ROD DRIVEN TO REFUSAL (3.5 FT.) CENTERED IN AN
 EP0554'ORANGEBURG TILE, 6 IN. IN DIAMETER, 12 IN. LONG FILLED WITH
 EP0554'GRAVEL, STAMPED DUNLAP ET R.M. NO. 2 1967.
 EP0554'
 EP0554'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND NO. 2 IS 87.35
 EP0554'FT. (26.625 METERS) HORIZONTAL DISTANCE.
 EP0554'
 EP0554'STINSON ET 1967 IS VISIBLE FROM THE GROUND AT THIS STATION
 EP0554'AND WILL SERVE AS THE AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0636 ***********************************************************************
 EP0636  DESIGNATION -  DUNMOOR
 EP0636  PID         -  EP0636
 EP0636  STATE/COUNTY-  NM/TORRANCE
 EP0636  USGS QUAD   -  PEDERNAL (1978)
 EP0636
 EP0636                         *CURRENT SURVEY CONTROL
 EP0636  ___________________________________________________________________
 EP0636* NAD 83(1992)-  34 39 44.17953(N)    105 41 33.65272(W)     ADJUSTED  
 EP0636* NAVD 88     -      2002.7    (meters)    6571.     (feet)  VERTCON   
 EP0636  ___________________________________________________________________
 EP0636  LAPLACE CORR-           0.55  (seconds)                    DEFLEC99
 EP0636  GEOID HEIGHT-         -19.74  (meters)                     GEOID03
 EP0636
 EP0636  HORZ ORDER  -  SECOND
 EP0636
 EP0636.The horizontal coordinates were established by classical geodetic methods
 EP0636.and adjusted by the National Geodetic Survey in December 1993..
 EP0636
 EP0636.The NAVD 88 height was computed by applying the VERTCON shift value to
 EP0636.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EP0636
 EP0636.The Laplace correction was computed from DEFLEC99 derived deflections.
 EP0636
 EP0636.The geoid height was determined by GEOID03.
 EP0636
 EP0636;                    North         East     Units Scale Factor Converg.
 EP0636;SPC NM C     -   406,252.571   551,079.935   MT  0.99993215   +0 19 01.1
 EP0636;SPC NM C     - 1,332,846.98  1,808,001.42   sFT  0.99993215   +0 19 01.1
 EP0636;UTM  13      - 3,835,809.567   436,532.527   MT  0.99964965   -0 23 38.3
 EP0636
 EP0636!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EP0636!SPC NM C     -   0.99968882  x   0.99993215  =   0.99962099
 EP0636!UTM  13      -   0.99968882  x   0.99964965  =   0.99933858
 EP0636
 EP0636|---------------------------------------------------------------------|
 EP0636| PID    Reference Object                     Distance      Geod. Az  |
 EP0636|                                                           dddmmss.s |
 EP0636| CJ6266 DUNMOOR RM 1                          9.884 METERS 01131     |
 EP0636| EP0635 NEGRA                               APPROX.14.5 KM 0781115.0 |
 EP0636| CJ6267 DUNMOOR RM 2                         10.166 METERS 10206     |
 EP0636|---------------------------------------------------------------------|
 EP0636
 EP0636                          SUPERSEDED SURVEY CONTROL
 EP0636
 EP0636  NAD 83(1986)-  34 39 44.18722(N)    105 41 33.65300(W) AD(       ) 2
 EP0636  NAD 27      -  34 39 43.94938(N)    105 41 31.62132(W) AD(       ) 2
 EP0636  NGVD 29 (07/19/86) 2001.9    (m)         6568.     (f) VERT ANG       
 EP0636
 EP0636.Superseded values are not recommended for survey control.
 EP0636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EP0636.See file dsdata.txt to determine how the superseded data were derived.
 EP0636
 EP0636_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDU3653335810(NAD 83)
 EP0636_MARKER: DD = SURVEY DISK
 EP0636_SETTING: 0 = UNSPECIFIED SETTING
 EP0636
 EP0636  HISTORY     - Date     Condition        Report By
 EP0636  HISTORY     - 1972     MONUMENTED       USGS
 EP0636
 EP0636                          STATION DESCRIPTION
 EP0636
 EP0636'DESCRIBED BY US GEOLOGICAL SURVEY 1972 (FJG)
 EP0636'THE STATION IS LOCATED NORTH 76 DEGREES EAST, ABOUT 20 MILES
 EP0636'FROM WILLARD, NEW MEXICO, ABOUT 500 FEET NORTH OF THE HIGH POINT
 EP0636'OF A BROAD FLAT HILL IN SECTION 17, TOWNSHIP 5 NORTH, RANGE 12
 EP0636'EAST ON THE HARVEY RANCH.
 EP0636'
 EP0636'TO REACH FROM THE POST OFFICE IN WILLARD, NEW MEXICO, GO EAST
 EP0636'ON U.S. HIGHWAY 60 FOR 22.4 MILES TO A TELEPHONE MICROWAVE
 EP0636'STATION ON THE LEFT, CONTINUE EAST ON THE HIGHWAY FOR 0.5 MILE
 EP0636'TO A T-ROAD SOUTH, FOLLOW TRACK ROAD SOUTH (ALONG WEST SIDE OF
 EP0636'FENCE) FOR 0.6 MILE TO THE END OF FENCE LINE, TURN RIGHT (WEST)
 EP0636'FOR 0.7 MILE TO TOP OF RIDGE, TURN LEFT AND FOLLOW DIM TRACK
 EP0636'ROAD SOUTH FOR 0.45 MILE TO THE STATION, 6 FEET NORTH OF A USGS
 EP0636'WITNESS SIGN ON A METAL POST.
 EP0636'
 EP0636'THE STATION MARK AND REFERENCE MARKS ARE USGS BRASS TABLETS
 EP0636'SOLDERED TO COPPER COATED STEEL ROD DRIVEN TO REFUSAL AT THE
 EP0636'DEPTHS INDICATED, CENTERED IN GRAVEL FILLED PLASTIC TILE, 6
 EP0636'INCHES IN DIAMETER AND 12 INCHES LONG, SET FLUSH WITH THE GROUND.
 EP0636'
 EP0636'STATION MARK--ROD DRIVEN TO 10.0 FEET--TABLET STAMPED DUNMOOR
 EP0636'ET 1972.
 EP0636'
 EP0636'REFERENCE MARK NO. 1--ROD DRIVEN TO 4.8 FEET--TABLET STAMPED
 EP0636'DUNMOOR ET NO. 1 1972.
 EP0636'
 EP0636'REFERENCE MARK NO. 2--ROD DRIVEN TO 10 FEET--TABLET STAMPED
 EP0636'DUNMOOR ET NO. 2 1972.
 EP0636'
 EP0636'STATION NEGRA ET 1972 IS VISIBLE FROM THE GROUND TO SERVE AS
 EP0636'AZIMUTH MARK.
 EP0636'
 EP0636'ALL OBSERVATIONS MADE FROM A STANDARD TRIPOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0787 ***********************************************************************
 CW0787  DESIGNATION -  DUNNAWAY
 CW0787  PID         -  CW0787
 CW0787  STATE/COUNTY-  NM/EDDY
 CW0787  USGS QUAD   -  CAWLEY DRAW (1978)
 CW0787
 CW0787                         *CURRENT SURVEY CONTROL
 CW0787  ___________________________________________________________________
 CW0787* NAD 83(1992)-  32 23 27.15494(N)    104 38 12.98442(W)     ADJUSTED  
 CW0787* NAVD 88     -      1308.     (meters)    4291.     (feet)  VERTCON   
 CW0787  ___________________________________________________________________
 CW0787  LAPLACE CORR-          -5.38  (seconds)                    DEFLEC99
 CW0787  GEOID HEIGHT-         -22.93  (meters)                     GEOID03
 CW0787
 CW0787  HORZ ORDER  -  THIRD
 CW0787
 CW0787.The horizontal coordinates were established by classical geodetic methods
 CW0787.and adjusted by the National Geodetic Survey in December 1993..
 CW0787
 CW0787.The NAVD 88 height was computed by applying the VERTCON shift value to
 CW0787.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CW0787
 CW0787.The Laplace correction was computed from DEFLEC99 derived deflections.
 CW0787
 CW0787.The geoid height was determined by GEOID03.
 CW0787
 CW0787;                    North         East     Units Scale Factor Converg.
 CW0787;SPC NM E     -   154,249.005   136,436.156   MT  0.99991915   -0 09 45.5
 CW0787;SPC NM E     -   506,065.28    447,624.29   sFT  0.99991915   -0 09 45.5
 CW0787;UTM  13      - 3,583,820.685   534,146.764   MT  0.99961438   +0 11 40.2
 CW0787
 CW0787!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CW0787!SPC NM E     -   0.99979834  x   0.99991915  =   0.99971751
 CW0787!UTM  13      -   0.99979834  x   0.99961438  =   0.99941280
 CW0787
 CW0787:                Primary Azimuth Mark                     Grid Az
 CW0787:SPC NM E     -  BOGLE                                    102 16 53.0
 CW0787:UTM  13      -  BOGLE                                    101 55 27.3
 CW0787
 CW0787|---------------------------------------------------------------------|
 CW0787| PID    Reference Object                     Distance      Geod. Az  |
 CW0787|                                                           dddmmss.s |
 CW0787| CW0775 BOGLE                               APPROX. 7.9 KM 1020707.5 |
 CW0787|---------------------------------------------------------------------|
 CW0787
 CW0787                          SUPERSEDED SURVEY CONTROL
 CW0787
 CW0787  NAD 83(1986)-  32 23 27.15777(N)    104 38 12.98053(W) AD(       ) 3
 CW0787  NAD 27      -  32 23 26.76256(N)    104 38 11.11845(W) AD(       ) 3
 CW0787  NGVD 29 (07/19/86) 1307.     (m)         4288.     (f) VERT ANG       
 CW0787
 CW0787.Superseded values are not recommended for survey control.
 CW0787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0787.See file dsdata.txt to determine how the superseded data were derived.
 CW0787
 CW0787_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SER3414783821(NAD 83)
 CW0787_MARKER: DD = SURVEY DISK
 CW0787_SETTING: 66 = SET IN ROCK OUTCROP
 CW0787_SP_SET: SET IN ROCK OUTCROP
 CW0787_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CW0787+STABILITY: POSITION/ELEVATION WELL
 CW0787
 CW0787  HISTORY     - Date     Condition        Report By
 CW0787  HISTORY     - 1940     MONUMENTED       USGS
 CW0787
 CW0787                          STATION DESCRIPTION
 CW0787
 CW0787'DESCRIBED BY US GEOLOGICAL SURVEY 1940
 CW0787'ON HIGHEST PART OF BROAD FLAT RIDGE, ABOUT 2 MI. W. OF RANCH HOUSE,
 CW0787'ABOUT 0.5 MI. S. FROM DIM RD., IN THE NE. 1/4 SEC. 18, T 22 S, R 23 E.
 CW0787'
 CW0787'STATION MARK--STANDARD BRONZE TABLET, SET IN SOLID ROCK, AND STAMPED
 CW0787'---DUNNAWAY 1940 VA 4301---.
 CW0787'
 CW0787'REFERENCE MARK NO. 1--STANDARD USGS BRONZE TABLET, CEMENTED IN SOLID
 CW0787'ROCK, 20.30 FT. FROM STATION, STAMPED ---DUNNAWAY NO 1---,
 CW0787'N 80 DEG 38 MIN W.
 CW0787'
 CW0787'REFERENCE MARK NO. 2--STANDARD USGS BRONZE TABLET, CEMENTED IN SOLID
 CW0787'ROCK, 39.60 FT. FROM STATION, STAMPED ---DUNNAWAY NO. 2---,
 CW0787'N 01 DEG 19 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0619 ***********************************************************************
 EP0619  DESIGNATION -  DURAN
 EP0619  PID         -  EP0619
 EP0619  STATE/COUNTY-  NM/TORRANCE
 EP0619  USGS QUAD   -  DURAN (1981)
 EP0619
 EP0619                         *CURRENT SURVEY CONTROL
 EP0619  ___________________________________________________________________
 EP0619* NAD 83(1992)-  34 29 11.14455(N)    105 23 43.66342(W)     ADJUSTED  
 EP0619* NAVD 88     -      2027.3    (meters)    6651.     (feet)  VERTCON   
 EP0619  ___________________________________________________________________
 EP0619  LAPLACE CORR-          -4.87  (seconds)                    DEFLEC99
 EP0619  GEOID HEIGHT-         -20.35  (meters)                     GEOID03
 EP0619
 EP0619  HORZ ORDER  -  FIRST
 EP0619
 EP0619.The horizontal coordinates were established by classical geodetic methods
 EP0619.and adjusted by the National Geodetic Survey in December 1993..
 EP0619
 EP0619.The NAVD 88 height was computed by applying the VERTCON shift value to
 EP0619.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EP0619
 EP0619.The Laplace correction was computed from DEFLEC99 derived deflections.
 EP0619
 EP0619.The geoid height was determined by GEOID03.
 EP0619
 EP0619;                    North         East     Units Scale Factor Converg.
 EP0619;SPC NM C     -   386,937.881   578,486.667   MT  0.99997591   +0 29 01.9
 EP0619;SPC NM C     - 1,269,478.70  1,897,918.34   sFT  0.99997591   +0 29 01.9
 EP0619;SPC NM E     -   387,121.994    67,445.160   MT  1.00002636   -0 36 05.2
 EP0619;SPC NM E     - 1,270,082.74    221,276.33   sFT  1.00002636   -0 36 05.2
 EP0619;UTM  13      - 3,816,163.359   463,689.313   MT  0.99961625   -0 13 26.1
 EP0619
 EP0619!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EP0619!SPC NM C     -   0.99968505  x   0.99997591  =   0.99966097
 EP0619!SPC NM E     -   0.99968505  x   1.00002636  =   0.99971140
 EP0619!UTM  13      -   0.99968505  x   0.99961625  =   0.99930142
 EP0619
 EP0619:                Primary Azimuth Mark                     Grid Az
 EP0619:SPC NM C     -  ATT TOWER SSE OF CARNERO                 022 55 54.0
 EP0619:SPC NM E     -  ATT TOWER SSE OF CARNERO                 024 01 01.1
 EP0619:UTM  13      -  ATT TOWER SSE OF CARNERO                 023 38 22.0
 EP0619
 EP0619|---------------------------------------------------------------------|
 EP0619| PID    Reference Object                     Distance      Geod. Az  |
 EP0619|                                                           dddmmss.s |
 EP0619| EP0594 ATT TOWER SSE OF CARNERO            APPROX.10.8 KM 0232455.9 |
 EP0619| EP0590 VAUGHN HIGH SCHOOL CHIMNEY          APPROX.21.3 KM 0544913.9 |
 EP0619| EP0589 VAUGHN WATER TANK                   APPROX.21.8 KM 0561115.5 |
 EP0619| CJ6269 DURAN RM 1                           16.856 METERS 19126     |
 EP0619| EP0620 MESA                                APPROX. 6.3 KM 2684117.5 |
 EP0619| CJ6270 DURAN RM 2                           16.683 METERS 29916     |
 EP0619| CJ6268 DURAN AZ MK                                        3061237.3 |
 EP0619|---------------------------------------------------------------------|
 EP0619
 EP0619                          SUPERSEDED SURVEY CONTROL
 EP0619
 EP0619  NAD 83(1986)-  34 29 11.15126(N)    105 23 43.66327(W) AD(       ) 1
 EP0619  NAD 27      -  34 29 10.89500(N)    105 23 41.64800(W) AD(       ) 1
 EP0619  NGVD 29 (07/19/86) 2026.5    (m)         6649.     (f) VERT ANG       
 EP0619
 EP0619.Superseded values are not recommended for survey control.
 EP0619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EP0619.See file dsdata.txt to determine how the superseded data were derived.
 EP0619
 EP0619_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDU6368916163(NAD 83)
 EP0619_MARKER: DS = TRIANGULATION STATION DISK
 EP0619_SETTING: 66 = SET IN ROCK OUTCROP
 EP0619
 EP0619  HISTORY     - Date     Condition        Report By
 EP0619  HISTORY     - 1934     MONUMENTED       CGS
 EP0619  HISTORY     - 1958     GOOD             CGS
 EP0619  HISTORY     - 1966     GOOD             AMS
 EP0619  HISTORY     - 1972     GOOD             NGS
 EP0619
 EP0619                          STATION DESCRIPTION
 EP0619
 EP0619'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 EP0619'ABOUT 1-1/2 MILES NORTH OF DURAN ON NORTHWEST AND HIGHEST
 EP0619'SIDE OF A VERY PROMINENT WOODED SANDSTONE MESA WHICH IS STEEP
 EP0619'ON THE SOUTH SIDE AND HAS A RIDGE SLOPING FROM ITS TOP ON
 EP0619'THE EAST SIDE.  TO REACH FROM VAUGHN, GO WEST 2 MILES ON
 EP0619'U.S. HIGHWAY 60, GO SOUTHWEST 13 MILES ON U.S. HIGHWAY 54
 EP0619'TO DURAN, FROM POINT 50 YARDS NORTH OF THE SOUTHERN PACIFIC
 EP0619'RAILROAD DEPOT IN FRONT OF THE HINDI GENERAL STORE GO EAST
 EP0619'TO A LARGE CYLINDRICAL WATER TANK, GO NORTH ONE BLOCK, THEN
 EP0619'EAST TO A WIRE GATE (TOTAL OF 0.5 MILE), PASS THROUGH GATE
 EP0619'AND GO NORTH 0.3 MILE, PASS THROUGH A GATE AND CONTINUE
 EP0619'NORTH 0.5 MILE, LEAVE ROAD AND PACK TO THE TOP OF BUTTE TO
 EP0619'THE WEST AND THE STATION, WHICH IS 34.5 FEET NORTH OF A
 EP0619'6-INCH PINE TREE MARKED WITH TWO SQUARE AND ONE
 EP0619'TRIANGULAR BLAZES.  THE STATION AND REFERENCE MARKS ARE
 EP0619'STANDARD DISKS SET IN BEDROCK.
 EP0619'REFERENCE MARK NO. 1 IS 20.5 FEET SOUTH OF THE BLAZED TREE
 EP0619'AND 55.29 FEET FROM STATION S 11 DEG 26 MIN W, AND
 EP0619'NO. 2 IS 54.70 FEET FROM STATION.
 EP0619'THE AZIMUTH MARK, A STANDARD DISK SET IN A BOULDER,
 EP0619'IS ON A POINT WHICH PROJECTS ABOUT
 EP0619'200 YARDS ON NORTHWEST SIDE OF MESA, AND 0.25 MILE FROM
 EP0619'STATION.
 EP0619
 EP0619                          STATION RECOVERY (1958)
 EP0619
 EP0619'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (JCL)
 EP0619'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 EP0619'NEW DIRECTIONS FOR REACHING THE STATION FOLLOW--
 EP0619'
 EP0619'FROM THE SOUTHERN PACIFIC DEPOT IN DURAN, TURN NORTH ON ROAD
 EP0619'WHICH PARALLELS THE TRACKS ON THE WEST SIDE.  CONTINUE NORTH
 EP0619'ALONG THIS ROAD FOR 0.5 MILES TO A GATE, PASS THROUGH THE GATE
 EP0619'AND GO 0.3 MILE TO ANOTHER GATE.  PASS THROUGH THIS GATE AND
 EP0619'GO 0.5 MILE ALONG ROAD TO BUTTE ON LEFT.  PACK WEST TO TOP
 EP0619'OF BUTTE AND STATION.  THE STATION IS LOCATED ABOUT MIDWAY ON
 EP0619'THE NORTH SIDE OF THE BUTTE.
 EP0619'
 EP0619'THE STATION AND REFERENCE MARK NO. 1 WERE RECOVERED.  REFERENCE
 EP0619'MARK NO. 2 WAS SEARCHED FOR BUT WAS NOT FOUND.  THE AZIMUTH
 EP0619'MARK WAS NOT SEARCHED FOR.
 EP0619
 EP0619                          STATION RECOVERY (1966)
 EP0619
 EP0619'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1966 (TAP)
 EP0619'TO REACH FROM THE POST OFFICE IN DURAN, GO NORTH ON US 54 FOR 0.05
 EP0619'MILE TO A ROAD ON THE LEFT, TURN LEFT, WEST, THEN RIGHT, NORTH, JUST
 EP0619'EAST OF TRACKS AND FOLLOW TRACKS FOR 3.8 MILES TO A RAILROAD
 EP0619'CROSSING ON THE LEFT, TURN LEFT, WEST, ACROSS TRACKS, PASS THROUGH
 EP0619'GATE, AND MAKE A SHARP LEFT JUST WEST OF THE GATE, FOLLOW MAIN
 EP0619'TRAVELED DIRT ROAD FOR 3.05 MILES TO A DIRT ROAD T JUNCTION, TURN
 EP0619'RIGHT, WEST, AND GO 0.2 MILES TO A POINT AT WHICH TRAVEL IS SOUTH
 EP0619'ACROSS COUNTRY, TURN LEFT, SOUTH, AND CROSS COUNTRY FOR 0.4
 EP0619'MILES TO THE BASE OF A RIDGE AND END OF TRUCK TRAVEL, PACK SOUTH
 EP0619'UP NORTH SLOPE OF RIDGE TO TOP OF WEST END OF THE RIDGE, BEAR
 EP0619'LEFT, EAST, ALONG THE TOP OF THE RIDGE TO THE HIGHEST POINT OF
 EP0619'THE EAST END OF THE RIDGE AND THE STATION.
 EP0619
 EP0619                          STATION RECOVERY (1972)
 EP0619
 EP0619'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (RDS)
 EP0619'THE STATION IS LOCATED DUE NORTH, ABOUT 1.0 MILE FROM DURAN,
 EP0619'NEW MEXICO, ON NORTH AND HIGHEST SIDE OF PROMINENT WOODED
 EP0619'SANDSTONE MESA, IN THE NORTHWEST QUARTER SECTION 17, TOWNSHIP
 EP0619'3 NORTH, RANGE 15 EAST.
 EP0619'
 EP0619'STATION REACHED BY HELICOPTER IN 1972.
 EP0619'
 EP0619'THE STATION MARK AND REFERENCE MARKS ARE STANDARD USC AND GS
 EP0619'DISKS, CEMENTED IN DRILL HOLES IN BEDROCK.
 EP0619'
 EP0619'STATION MARK--DISK STAMPED DURAN 1934.
 EP0619'
 EP0619'REFERENCE MARK NO. 1--DISK STAMPED DURAN NO. 1 1934.
 EP0619'
 EP0619'REFERENCE MARK NO. 2--DISK STAMPED DURAN NO. 2 1934.
 EP0619'
 EP0619'AZIMUTH MARK WAS NOT SEARCHED FOR.
 EP0619'
 EP0619'STATION MESA ET 1972 IS VISIBLE FROM THE GROUND TO SERVE
 EP0619'AS AZIMUTH MARK.
 EP0619'
 EP0619'ALL OBSERVATIONS MADE FROM A STANDARD TRIPOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0521 ***********************************************************************
 FN0521  DESIGNATION -  DUSADO
 FN0521  PID         -  FN0521
 FN0521  STATE/COUNTY-  NM/MORA
 FN0521  USGS QUAD   -  FORT UNION (1976)
 FN0521
 FN0521                         *CURRENT SURVEY CONTROL
 FN0521  ___________________________________________________________________
 FN0521* NAD 83(1992)-  35 59 53.41636(N)    105 06 12.54566(W)     ADJUSTED  
 FN0521* NAVD 88     -      2376.6    (meters)    7797.     (feet)  VERTCON   
 FN0521  ___________________________________________________________________
 FN0521  LAPLACE CORR-          -2.67  (seconds)                    DEFLEC99
 FN0521  GEOID HEIGHT-         -18.20  (meters)                     GEOID03
 FN0521
 FN0521  HORZ ORDER  -  FIRST
 FN0521
 FN0521.The horizontal coordinates were established by classical geodetic methods
 FN0521.and adjusted by the National Geodetic Survey in December 1993..
 FN0521
 FN0521.The NAVD 88 height was computed by applying the VERTCON shift value to
 FN0521.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FN0521
 FN0521.The Laplace correction was computed from DEFLEC99 derived deflections.
 FN0521
 FN0521.The geoid height was determined by GEOID03.
 FN0521
 FN0521;                    North         East     Units Scale Factor Converg.
 FN0521;SPC NM E     -   554,589.326    95,564.351   MT  0.99996848   -0 27 09.7
 FN0521;SPC NM E     - 1,819,515.15    313,530.71   sFT  0.99996848   -0 27 09.7
 FN0521;UTM  13      - 3,983,750.565   490,672.935   MT  0.99960107   -0 03 39.0
 FN0521
 FN0521!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FN0521!SPC NM E     -   0.99962999  x   0.99996848  =   0.99959848
 FN0521!UTM  13      -   0.99962999  x   0.99960107  =   0.99923121
 FN0521
 FN0521|---------------------------------------------------------------------|
 FN0521| PID    Reference Object                     Distance      Geod. Az  |
 FN0521|                                                           dddmmss.s |
 FN0521| CJ6272 DUSADO RM 1                           3.761 METERS 07013     |
 FN0521| CJ6271 DUSADO AZ MK                                       1680655.5 |
 FN0521| CJ6273 DUSADO RM 2                           4.069 METERS 20704     |
 FN0521|---------------------------------------------------------------------|
 FN0521
 FN0521                          SUPERSEDED SURVEY CONTROL
 FN0521
 FN0521  NAD 83(1986)-  35 59 53.42293(N)    105 06 12.54696(W) AD(       ) 1
 FN0521  NAD 27      -  35 59 53.28500(N)    105 06 10.52010(W) AD(       ) 1
 FN0521  NGVD 29 (07/19/86) 2375.5    (m)         7794.     (f) VERT ANG       
 FN0521
 FN0521.Superseded values are not recommended for survey control.
 FN0521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0521.See file dsdata.txt to determine how the superseded data were derived.
 FN0521
 FN0521_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV9067383751(NAD 83)
 FN0521_MARKER: DS = TRIANGULATION STATION DISK
 FN0521_SETTING: 80 = SET IN A BOULDER
 FN0521_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 FN0521
 FN0521  HISTORY     - Date     Condition        Report By
 FN0521  HISTORY     - 1949     MONUMENTED       CGS
 FN0521  HISTORY     - 1961     GOOD             CGS
 FN0521
 FN0521                          STATION DESCRIPTION
 FN0521
 FN0521'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (DHK)
 FN0521'THE STATION IS LOCATED ABOUT 17 MILES AIRLINE NORTH-NORTHWEST
 FN0521'OF WATROUS ON THE HIGHEST POINT OF A LONG, TIMBERED RIDGE
 FN0521'THAT SLOPES GRADUALLY ON THE EAST AND DROPS OFF SHARPLY ON
 FN0521'THE WEST.  THE STATION MARK PROJECTS 1 FOOT, IS SET ON THE
 FN0521'HIGHEST POINT OF A ROCKY KNOLL, 20 PACES EAST OF A WIRE
 FN0521'FENCE, 8 FEET EAST-NORTHEAST OF A WHITE WITNESS POST AND 6
 FN0521'FEET SOUTHWEST OF A TRIANGULAR BLAZED TREE.  IT IS STAMPED,
 FN0521'DUSADO 1949.
 FN0521'
 FN0521'REFERENCE MARK NO. 1 PROJECTS 8 INCHES, IS ABOUT 1 FOOT LOWER
 FN0521'THAN THE STATION MARK AND IS STAMPED, DUSADO NO 1 1949.
 FN0521'
 FN0521'REFERENCE MARK NO. 2 PROJECTS 16 INCHES, IS ABOUT 1 FOOT
 FN0521'HIGHER THAN THE STATION MARK AND IS STAMPED, DUSADO NO 2 1949.
 FN0521'
 FN0521'THE AZIMUTH MARK PROJECTS 2 INCHES, IS SET 0.2 MILE NORTH OF
 FN0521'A TRACK ROAD, 18 PACES SOUTHWEST OF TWO LARGE PINE TREES
 FN0521'AND 5 FEET WEST OF A WHITE WITNESS POST.  IT IS STAMPED,
 FN0521'DUSADO 1949.
 FN0521'
 FN0521'TO REACH THE STATION FROM LAS VEGAS.  GO NORTHERLY ON STATE
 FN0521'HIGHWAY 3 FOR 12.9 MILES TO THE SAPELLO RIVER BRIDGE.  CONTINUE
 FN0521'NORTH 9.4 MILES TO A ROAD RIGHT.  TURN RIGHT, PASS TO THE
 FN0521'RIGHT OF THE VILLAGE OF BUENA VISTA AND FOLLOW THE MAIN ROAD
 FN0521'DOWN THE VALLEY 5.2 MILES TO A ROAD LEFT.  TURN LEFT, GO
 FN0521'NORTHERLY 0.7 MILE TO A ROAD RIGHT IN THE VILLAGE OF
 FN0521'GOLONDRINOS, TURN RIGHT, GO 1.2 MILES TO A ROAD LEFT.  TURN
 FN0521'LEFT, GO 0.1 MILE TO A GATE.  PASS THROUGH GATE, GO 0.9
 FN0521'MILE TO A CREEK.  CONTINUE 0.2 MILE TO A GATE AT RANCH
 FN0521'BUILDINGS.  PASS THROUGH GATE, GO WEST 0.1 MILE TO A DIM
 FN0521'ROAD RIGHT.  TURN RIGHT, GO NORTHERLY 0.6 MILE TO A FORK
 FN0521'AT TOP OF RIDGE.  TURN LEFT, GO 1.45 MILES TO A GATE.
 FN0521'PASS THROUGH GATE GO 2.75 MILES TO A GATE.  PASS THROUGH
 FN0521'GATE, GO 2.3 MILES TO WHERE ROAD TURNS LEFT, WESTERLY.
 FN0521'LEAVE ROAD HERE, GO NORTHERLY 0.2 MILE TO AZIMUTH MARK THEN
 FN0521'NORTHWESTERLY TO TOP OF KNOLL AND STATION.  A DRIVE STATION.
 FN0521
 FN0521                          STATION RECOVERY (1961)
 FN0521
 FN0521'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (HWK)
 FN0521'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2
 FN0521'AND THE AZIMUTH MARK WERE RECOVERED AS PREVIOUSLY DESCRIBED
 FN0521'AND FOUND IN GOOD CONDITION.  THE DISTANCE AND THE DIRECTION
 FN0521'TO THE REFERENCE MARKS WERE VERIFIED.  THE DIRECTION TO THE
 FN0521'AZIMUTH MARK WAS VERIFIED.
 FN0521'
 FN0521'A NEW TO REACH THE STATION FOLLOWS.
 FN0521'
 FN0521'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 3
 FN0521'AND 21 AT LA CUEVA, GO SOUTHERLY ON HIGHWAY 3 FOR 2.55 MILES
 FN0521'TO A SIDE ROAD ON THE LEFT.  TURN LEFT, EASTERLY, ON THE
 FN0521'DIRT ROAD FOR 0.4 MILE TO A SIDE ROAD ON THE LEFT.  CONTINUE
 FN0521'STRAIGHT AHEAD ON THE DIRT ROAD FOR 0.8 MILE TO A FORK.  BEAR
 FN0521'LEFT AND GO NORTHEASTERLY ON THE DIRT ROAD FOR 1.3 MILES TO
 FN0521'A FORK.  BEAR LEFT AND GO NORTH AND EAST ON THE DIRT ROAD
 FN0521'FOR 2.05 MILES TO A CATTLE GUARD AT THE DESERTED VILLAGE OF
 FN0521'GOLONDRINOS.  CROSS CATTLE GUARD AND CONTINUE EAST ON THE
 FN0521'DIRT ROAD FOR 1.25 MILES TO A ROAD ON THE LEFT.  TURN LEFT,
 FN0521'NORTH, ON THE TRACK ROAD FOR 0.05 MILE TO A GATE.  PASS
 FN0521'THROUGH THE GATE, BEAR RIGHT, AND GO NORTHEAST AND NORTH FOR
 FN0521'0.9 MILE TO A GATE, 25 YARDS AFTER CROSSING A BRIDGE.
 FN0521'PASS THROUGH THE GATE AND CONTINUE NORTH FOR 0.85 MILE
 FN0521'TO A GATE.  PASS THROUGH THE GATE AND GO WESTERLY FOR 0.05
 FN0521'MILE TO A FENCE CORNER ON THE LEFT AND A TRACK ROAD ON
 FN0521'THE RIGHT.  (THE FENCE CORNER IS 0.05 MILE NORTH OF A
 FN0521'CATTLE GUARD AND RANCH BUILDINGS).  TURN RIGHT,
 FN0521'NORTHEAST, ON THE TRACK ROAD FOR 0.65 MILE TO A GATE ON
 FN0521'TOP OF A HILL.  PASS THROUGH THE GATE AND GO EASTERLY ON
 FN0521'THE TRACK ROAD FOR 1.8 MILES TO A WINDMILL.  PASS TO THE
 FN0521'RIGHT OF THE WINDMILL, THEN GO NORTHWESTERLY FOR 0.3 MILE TO A
 FN0521'GATE.  PASS THROUGH THE GATE AND GO NORTHERLY ON THE TRACK
 FN0521'ROAD FOR 2.6 MILES TO A GATE.  PASS THROUGH THE GATE AND
 FN0521'CONTINUE NORTHERLY ON THE TRACK ROAD FOR 2.3 MILES TO
 FN0521'WHERE THE ROAD TURNS LEFT, WESTERLY.  BEAR RIGHT, LEAVE THE
 FN0521'TRACK ROAD, AND GO NORTHEAST ACROSS COUNTRY FOR 0.2 MILE TO
 FN0521'THE AZIMUTH MARK, 18 PACES SOUTHWEST OF TWO LARGE PINE TREES.
 FN0521'TURN LEFT AND GO NORTHWEST ACROSS COUNTRY FOR 0.2 MILE TO THE
 FN0521'END OF TRUCK TRAVEL.  PACK NORTHWEST THROUGH BRUSH TO THE TOP
 FN0521'OF KNOLL AND THE STATION.  APPROXIMATELY A 5 MINUTE PACK.
 FN0521'
 FN0521'NOTE--REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS1270 ***********************************************************************
 DS1270  DESIGNATION -  DUST RESET
 DS1270  PID         -  DS1270
 DS1270  STATE/COUNTY-  NM/SOCORRO
 DS1270  USGS QUAD   -  GREENS BABER WELL (1981)
 DS1270
 DS1270                         *CURRENT SURVEY CONTROL
 DS1270  ___________________________________________________________________
 DS1270* NAD 83(1992)-  33 42 05.45254(N)    106 34 55.79582(W)     ADJUSTED  
 DS1270* NAVD 88     -      1438.61   (+/-2cm)    4719.8    (feet)  VERTCON   
 DS1270  ___________________________________________________________________
 DS1270  LAPLACE CORR-           2.47  (seconds)                    DEFLEC99
 DS1270  GEOID HEIGHT-         -22.38  (meters)                     GEOID03
 DS1270
 DS1270  HORZ ORDER  -  FIRST
 DS1270  VERT ORDER  -  THIRD ? (See Below)
 DS1270
 DS1270.The horizontal coordinates were established by classical geodetic methods
 DS1270.and adjusted by the National Geodetic Survey in December 1993..
 DS1270
 DS1270.The NAVD 88 height was computed by applying the VERTCON shift value to
 DS1270.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DS1270.The vertical order pertains to the NGVD 29 superseded value.
 DS1270
 DS1270.The Laplace correction was computed from DEFLEC99 derived deflections.
 DS1270
 DS1270.The geoid height was determined by GEOID03.
 DS1270
 DS1270;                    North         East     Units Scale Factor Converg.
 DS1270;SPC NM C     -   299,598.775   469,209.057   MT  0.99991168   -0 11 03.5
 DS1270;SPC NM C     -   982,933.65  1,539,396.71   sFT  0.99991168   -0 11 03.5
 DS1270;UTM  13      - 3,730,184.789   353,374.169   MT  0.99986505   -0 52 41.0
 DS1270
 DS1270!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS1270!SPC NM C     -   0.99977772  x   0.99991168  =   0.99968942
 DS1270!UTM  13      -   0.99977772  x   0.99986505  =   0.99964280
 DS1270
 DS1270|---------------------------------------------------------------------|
 DS1270| PID    Reference Object                     Distance      Geod. Az  |
 DS1270|                                                           dddmmss.s |
 DS1270| CD2832 DUST RM 2                            13.076 METERS 10319     |
 DS1270| DS0675 CRATER NORTH BASE                   APPROX.15.8 KM 3304527.7 |
 DS1270| CD2831 DUST RM 1                             9.222 METERS 35925     |
 DS1270|---------------------------------------------------------------------|
 DS1270
 DS1270                          SUPERSEDED SURVEY CONTROL
 DS1270
 DS1270  NAD 83(1986)-  33 42 05.45968(N)    106 34 55.79829(W) AD(       ) 1
 DS1270  NAD 27      -  33 42 05.21089(N)    106 34 53.75117(W) AD(       ) 1
 DS1270  NGVD 29 (07/19/86) 1437.92   (m)         4717.6    (f) LEVELING    3  
 DS1270
 DS1270.Superseded values are not recommended for survey control.
 DS1270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS1270.See file dsdata.txt to determine how the superseded data were derived.
 DS1270
 DS1270_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT5337430185(NAD 83)
 DS1270_MARKER: DE = TRAVERSE STATION DISK
 DS1270_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS1270_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DS1270_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS1270+SATELLITE: SATELLITE OBSERVATIONS - 1986
 DS1270
 DS1270  HISTORY     - Date     Condition        Report By
 DS1270  HISTORY     - 1965     MONUMENTED       DMA
 DS1270  HISTORY     - 1968     GOOD             CGS
 DS1270  HISTORY     - 1986     GOOD
 DS1270
 DS1270                          STATION DESCRIPTION
 DS1270
 DS1270'DESCRIBED BY DEFENSE MAP AGENCY 1965 (WRH)
 DS1270'THE STATION IS APPROXIMATELY 28 MILES NORTH OF SALINAS PEAK, 18 MILES
 DS1270'SOUTHWEST OF BINGHAM, AND 9 MILES SOUTH OF STALLION RANGE CENTER.
 DS1270'
 DS1270'TO REACH THE STATION FROM HEADQUARTERS BUILDING AT STALLION RANGE
 DS1270'CENTER, GO SOUTHEAST ON WSMR ROUTE 7 FOR 5.4 MILES TO A SIDE ROAD
 DS1270'ON THE LEFT LEADING TO ZURF LAUNCHER.  CONTINUE SOUTHEAST ON WSMR
 DS1270'ROUTE 7 FOR 3.0 MILES TO A SAND ROAD ON THE RIGHT, KNOWN LOCALLY
 DS1270'AS THE FLIGHT LINE ROAD.  TURN RIGHT AND GO SOUTHERLY ON THE SAND
 DS1270'ROAD FOR 1.1 MILES TO THE STATION ON THE RIGHT.  (NOTE--THE LAST
 DS1270'1.1 MILES REQUIRES A 4-WHEEL DRIVE VEHICLE.)
 DS1270'
 DS1270'THE STATION MARK IS A WHITE SANDS GEODETIC CONTROL TRAVERSE STATION
 DS1270'DISK, STAMPED DUST WSPG 1965, SET IN A CONCRETE POST WHICH IS 6
 DS1270'INCHES IN DIAMETER AND PROJECTS 12 INCHES.  IT IS 42 FEET WEST OF A
 DS1270'METAL WITNESS POST, 15 FEET WEST-NORTHWEST OF THE CENTER LINE OF
 DS1270'THE SAND ROAD, AND 4.5 FEET NORTH OF A METAL WITNESS POST.
 DS1270'
 DS1270'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED DUST NO 1 1965, IS SET
 DS1270'IN A 12 INCH SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS 58
 DS1270'FEET NORTHWEST OF THE METAL WITNESS POST, 35 FEET NORTH OF THE
 DS1270'METAL WITNESS POST, AND 19 FEET WEST-NORTHWEST OF THE CENTER LINE
 DS1270'OF THE SAND ROAD.
 DS1270'
 DS1270'REFERENCE MARK NO. 2 A STANDARD DISK STAMPED DUST NO 2 1965, IS SET
 DS1270'IN A 12 INCH SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS
 DS1270'42 FEET EAST OF THE METAL WITNESS POST, 29 FEET EAST OF THE
 DS1270'CENTER LINE OF THE SAND ROAD, AND 2.5 FEET SOUTH OF THE METAL
 DS1270'WITNESS POST.
 DS1270
 DS1270                          STATION RECOVERY (1968)
 DS1270
 DS1270'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JBJ)
 DS1270'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED AS
 DS1270'DESCRIBED BY WALTER R. HELM IN 1965.  HOWEVER, THE STATION MARK DID
 DS1270'NOT MEET WITH COAST AND GEODETIC SURVEY STANDARDS.  A NEW MARK WAS
 DS1270'SET AND AN UNDERGROUND MARK WAS ESTABLISHED, HOLDING THE EXACT
 DS1270'POSITION OF THE 1965 SURFACE MARK.  BENCH MARK S 235 WILL NOW
 DS1270'SERVE AS AN AZIMUTH MARK AND A NEW ROUTING IS NOTED.  THE WHITE SANDS
 DS1270'MISSILE RANGE INSTRUCTED THIS PARTY TO TREAT THIS STATION
 DS1270'AS A NEW STATION.
 DS1270'
 DS1270'THE STATION IS ABOUT 39 MILES NORTHWEST OF THREE RIVERS, 16 MILES
 DS1270'SOUTHWEST OF THE NORTH OSCURA RANGE CENTER, 9 MILES SOUTHEAST OF
 DS1270'STALLION RANGE CENTER AND 1/2 MILE WEST OF ROUTE 7.
 DS1270'
 DS1270'TO REACH THE STATION FROM THE POST OFFICE IN THREE RIVERS, GO NORTH
 DS1270'ON U. S. HIGHWAY 54 FOR 11.0 MILES TO ROUTE 12 IN OSCURO.  TURN LEFT
 DS1270'AND GO WEST ON ROUTE 12 FOR 6.1 MILES TO A LOCKED GATE.  PASS
 DS1270'THROUGH THE GATE AND CONTINUE WEST ON ROUTE 12 FOR 16.7 MILES TO A
 DS1270'FORK.  TAKE THE RIGHT FORK AND GO 0.15 MILE TO ROUTE 7, A PAVED
 DS1270'ROAD.  TURN RIGHT AND GO NORTHWESTERLY ON ROUTE 7 FOR 4.5 MILES TO
 DS1270'BENCH MARK S 235 ON THE RIGHT.  CONTINUE NORTHWESTERLY FOR 0.1
 DS1270'MILE TO A DIAGONAL CROSSROAD.  (A 4-WHEEL DRIVE VEHICLE IS REQUIRED
 DS1270'TO TRAVEL TO THE STATION FROM THIS POINT.) TURN SHARP LEFT AND
 DS1270'GO SOUTH ON A BLADED SAND ROAD FOR 0.95 MILE TO THE STATION ON THE
 DS1270'RIGHT.
 DS1270'
 DS1270'THE STATION MARK IS A STANDARD DISK, STAMPED DUST WSPG 1965 1968, SET
 DS1270'IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 DS1270'PROJECTS 10 INCHES ABOVE THE GROUND.  IT IS 41.6 FEET WEST OF A
 DS1270'WITNESS POST, 15.0 FEET WEST OF THE CENTERLINE OF THE ROAD AND 4.4
 DS1270'FEET NORTHWEST OF ANOTHER WITNESS POST.  THE UNDERGROUND MARK WAS
 DS1270'SET 42 INCHES BELOW THE GROUND SURFACE.
 DS1270'
 DS1270'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED DUST NO 1 1965, SET IN
 DS1270'THE TOP OF A 12 INCH SQUARE CONCRETE POST, THAT PROJECTS 3 INCHES
 DS1270'ABOVE THE GROUND.  IT IS 34.6 FEET NORTHWEST OF A WITNESS POST,
 DS1270'19.0 FEET WEST OF THE CENTERLINE OF THE ROAD AND ABOUT THE SAME
 DS1270'ELEVATION AS THE STATION MARK.
 DS1270'
 DS1270'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED DUST NO 2 1965, SET
 DS1270'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST, THAT PROJECTS 2
 DS1270'INCHES ABOVE THE GROUND.  IT IS 43.0 FEET EAST OF A WITNESS POST,
 DS1270'28.0 FEET EAST OF THE CENTERLINE OF THE ROAD, 2.5 FEET SOUTH OF
 DS1270'ANOTHER WITNESS POST AND ABOUT THE SAME ELEVATION AS THE STATION
 DS1270'MARK.
 DS1270'
 DS1270'BENCH MARK S 235 IS A STANDARD DISK S 235 1952, SET IN THE TOP OF
 DS1270'A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT PROJECTS 6
 DS1270'INCHES ABOVE THE GROUND.  IT IS 47.0 FEET EAST-NORTHEAST OF THE
 DS1270'CENTERLINE OF ROUTE 7 AND 1.0 FEET WEST OF A WITNESS POST.
 DS1270
 DS1270                          STATION RECOVERY (1986)
 DS1270
 DS1270'RECOVERED 1986
 DS1270'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0709 ***********************************************************************
 FO0709  DESIGNATION -  E 1
 FO0709  PID         -  FO0709
 FO0709  STATE/COUNTY-  NM/CIBOLA
 FO0709  USGS QUAD   -  GRANTS (1995)
 FO0709
 FO0709                         *CURRENT SURVEY CONTROL
 FO0709  ___________________________________________________________________
 FO0709* NAD 83(1986)-  35 09 08.     (N)    107 51 16.     (W)     SCALED    
 FO0709* NAVD 88     -      1968.506  (meters)    6458.34   (feet)  POSTED    
 FO0709  ___________________________________________________________________
 FO0709  GEOID HEIGHT-         -20.45  (meters)                     GEOID03
 FO0709  DYNAMIC HT  -        1965.700 (meters)    6449.13  (feet)  COMP
 FO0709  MODELED GRAV-     979,137.3   (mgal)                       NAVD 88
 FO0709
 FO0709  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FO0709
 FO0709.The horizontal coordinates were scaled from a topographic map and have
 FO0709.an estimated accuracy of +/- 6 seconds.
 FO0709
 FO0709.The orthometric height was determined by differential leveling
 FO0709.and adjusted by the National Geodetic Survey in 1992..
 FO0709.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FO0709.rate of 0.0 thru 1.0 mm/km.
 FO0709
 FO0709.The geoid height was determined by GEOID03.
 FO0709
 FO0709.The dynamic height is computed by dividing the NAVD 88
 FO0709.geopotential number by the normal gravity value computed on the
 FO0709.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0709.degrees latitude (g = 980.6199 gals.).
 FO0709
 FO0709.The modeled gravity was interpolated from observed gravity values.
 FO0709
 FO0709;                    North         East    Units  Estimated Accuracy
 FO0709;SPC NM W     -   460,470.      828,080.      MT  (+/- 180 meters Scaled)
 FO0709
 FO0709                          SUPERSEDED SURVEY CONTROL
 FO0709
 FO0709  NGVD 29 (??/??/92) 1967.478  (m)         6454.97   (f) ADJ UNCH    1 2
 FO0709
 FO0709.Superseded values are not recommended for survey control.
 FO0709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0709.See file dsdata.txt to determine how the superseded data were derived.
 FO0709
 FO0709_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBU399936(NAD 83)
 FO0709_MARKER: DB = BENCH MARK DISK
 FO0709_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FO0709_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FO0709_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO0709+STABILITY: SURFACE MOTION
 FO0709
 FO0709  HISTORY     - Date     Condition        Report By
 FO0709  HISTORY     - UNK      MONUMENTED       CGS
 FO0709  HISTORY     - 1941     MARK NOT FOUND   NGS
 FO0709
 FO0709                          STATION DESCRIPTION
 FO0709
 FO0709'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 FO0709'0.25 MI E FROM GRANTS.
 FO0709'1/4 MILE EAST OF GRANTS, VALENCIA COUTNY, 24.3 METERS NORTHWEST OF THE
 FO0709'FOURTH POLE EAST OF MILE POLE 96, 30.3 METERS NORTH OF THE CENTER OF
 FO0709'THE TRACK OF THE ATCHISON, TOPEKA AND SANTA FE RAILWAY, ON TOP OF A
 FO0709'ROUGH STONE POST 6 INCHES SQUARE, PROJECTING 15 INCHES ABOVE GROUND
 FO0709'AND MARKING THE BOUNDRY OF THE RAILROAD RIGHT-OF-WAY, THE BOTTOM OF A
 FO0709'SQUARE HOLE SURROUNDED BY THE LETTERS U.S.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0015 ***********************************************************************
 CW0015  DESIGNATION -  E 10
 CW0015  PID         -  CW0015
 CW0015  STATE/COUNTY-  NM/EDDY
 CW0015  USGS QUAD   -  ARTESIA (1975)
 CW0015
 CW0015                         *CURRENT SURVEY CONTROL
 CW0015  ___________________________________________________________________
 CW0015* NAD 83(1986)-  32 51 27.     (N)    104 23 53.     (W)     SCALED    
 CW0015* NAVD 88     -      1027.334  (meters)    3370.51   (feet)  POSTED    
 CW0015  ___________________________________________________________________
 CW0015  GEOID HEIGHT-         -23.13  (meters)                     GEOID03
 CW0015  DYNAMIC HT  -        1025.910 (meters)    3365.84  (feet)  COMP
 CW0015  MODELED GRAV-     979,221.1   (mgal)                       NAVD 88
 CW0015
 CW0015  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 CW0015
 CW0015.The horizontal coordinates were scaled from a topographic map and have
 CW0015.an estimated accuracy of +/- 6 seconds.
 CW0015
 CW0015.The orthometric height was determined by differential leveling
 CW0015.and adjusted by the National Geodetic Survey in 1992..
 CW0015.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 CW0015.rate of 0.0 thru 1.0 mm/km.
 CW0015
 CW0015.The geoid height was determined by GEOID03.
 CW0015
 CW0015.The dynamic height is computed by dividing the NAVD 88
 CW0015.geopotential number by the normal gravity value computed on the
 CW0015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0015.degrees latitude (g = 980.6199 gals.).
 CW0015
 CW0015.The modeled gravity was interpolated from observed gravity values.
 CW0015
 CW0015;                    North         East    Units  Estimated Accuracy
 CW0015;SPC NM E     -   205,950.      158,940.      MT  (+/- 180 meters Scaled)
 CW0015
 CW0015                          SUPERSEDED SURVEY CONTROL
 CW0015
 CW0015.No superseded survey control is available for this station.
 CW0015
 CW0015_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES563356(NAD 83)
 CW0015_MARKER: DB = BENCH MARK DISK
 CW0015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CW0015_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CW0015_STAMPING: 3368.881 E 10 1916
 CW0015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CW0015+STABILITY: SURFACE MOTION
 CW0015
 CW0015  HISTORY     - Date     Condition        Report By
 CW0015  HISTORY     - 1916     MONUMENTED       CGS
 CW0015  HISTORY     - 1957     MARK NOT FOUND   NGS
 CW0015  HISTORY     - 1982     MARK NOT FOUND   NGS
 CW0015
 CW0015                          STATION DESCRIPTION
 CW0015
 CW0015'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 CW0015'1.0 MI N FROM ARTESIA.
 CW0015'1.0 MILES NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 CW0015'THE STATION AT ARTESIA, EDDY COUNTY, 56 FEET SOUTH OF MILEPOST 149,
 CW0015'AND 44.5 FEET WEST OF THE CENTER LINE OF THE TRACK.  A STANDARD DISK,
 CW0015'STAMPED 3368.881 E 10 1916 AND SET IN THE TOP OF A CONCRETE POST.
 CW0015
 CW0015                          STATION RECOVERY (1982)
 CW0015
 CW0015'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CW0015'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0538 ***********************************************************************
 CW0538  DESIGNATION -  E 100
 CW0538  PID         -  CW0538
 CW0538  STATE/COUNTY-  NM/OTERO
 CW0538  USGS QUAD   -  SACRAMENTO (1974)
 CW0538
 CW0538                         *CURRENT SURVEY CONTROL
 CW0538  ___________________________________________________________________
 CW0538* NAD 83(1986)-  32 48 06.     (N)    105 32 48.     (W)     SCALED    
 CW0538* NAVD 88     -      2199.117  (meters)    7214.94   (feet)  ADJUSTED  
 CW0538  ___________________________________________________________________
 CW0538  GEOID HEIGHT-         -20.12  (meters)                     GEOID03
 CW0538  DYNAMIC HT  -        2195.574 (meters)    7203.31  (feet)  COMP
 CW0538  MODELED GRAV-     978,946.5   (mgal)                       NAVD 88
 CW0538
 CW0538  VERT ORDER  -  SECOND    CLASS 0
 CW0538
 CW0538.The horizontal coordinates were scaled from a topographic map and have
 CW0538.an estimated accuracy of +/- 6 seconds.
 CW0538
 CW0538.The orthometric height was determined by differential leveling
 CW0538.and adjusted by the National Geodetic Survey in June 1991..
 CW0538
 CW0538.The geoid height was determined by GEOID03.
 CW0538
 CW0538.The dynamic height is computed by dividing the NAVD 88
 CW0538.geopotential number by the normal gravity value computed on the
 CW0538.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0538.degrees latitude (g = 980.6199 gals.).
 CW0538
 CW0538.The modeled gravity was interpolated from observed gravity values.
 CW0538
 CW0538;                    North         East    Units  Estimated Accuracy
 CW0538;SPC NM C     -   199,980.      565,870.      MT  (+/- 180 meters Scaled)
 CW0538
 CW0538                          SUPERSEDED SURVEY CONTROL
 CW0538
 CW0538  NGVD 29 (??/??/92) 2198.324  (m)         7212.33   (f) ADJ UNCH    2 0
 CW0538
 CW0538.Superseded values are not recommended for survey control.
 CW0538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0538.See file dsdata.txt to determine how the superseded data were derived.
 CW0538
 CW0538_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDS488294(NAD 83)
 CW0538_MARKER: DB = BENCH MARK DISK
 CW0538_SETTING: 80 = SET IN A BOULDER
 CW0538_STAMPING: E 100 1934.
 CW0538_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CW0538+STABILITY: SURFACE MOTION
 CW0538
 CW0538  HISTORY     - Date     Condition        Report By
 CW0538  HISTORY     - 1934     MONUMENTED       CGS
 CW0538  HISTORY     - 1958     MARK NOT FOUND   NGS
 CW0538
 CW0538                          STATION DESCRIPTION
 CW0538
 CW0538'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CW0538'2.1 MI SW FROM WEED.
 CW0538'2.1 MILES SOUTHWEST ALONG THE LEE RANCH ROAD FROM WEED, OTERO COUNTY,
 CW0538'ABOUT 97 FEET NORTH OF THE CENTER LINE OF THE ROAD, 23 FEET EAST OF
 CW0538'THE CENTER LINE OF A DRY WASH, 9 FEET WEST OF THE CENTER LINE OF A
 CW0538'TRAIL, IN THE TOP OF A LIMESTONE BOULDER, AND ABOUT 6 FEET HIGHER THAN
 CW0538'THE ROADWAY.  A STANDARD DISK, STAMPED E 100 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0464 ***********************************************************************
 EQ0464  DESIGNATION -  E 101
 EQ0464  PID         -  EQ0464
 EQ0464  STATE/COUNTY-  NM/SOCORRO
 EQ0464  USGS QUAD   -  TABLE MOUNTAIN (1995)
 EQ0464
 EQ0464                         *CURRENT SURVEY CONTROL
 EQ0464  ___________________________________________________________________
 EQ0464* NAD 83(1986)-  34 25 02.     (N)    107 36 14.     (W)     SCALED    
 EQ0464* NAVD 88     -      2001.754  (meters)    6567.42   (feet)  POSTED    
 EQ0464  ___________________________________________________________________
 EQ0464  GEOID HEIGHT-         -21.22  (meters)                     GEOID03
 EQ0464  DYNAMIC HT  -        1998.760 (meters)    6557.60  (feet)  COMP
 EQ0464  MODELED GRAV-     979,067.0   (mgal)                       NAVD 88
 EQ0464
 EQ0464  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EQ0464
 EQ0464.The horizontal coordinates were scaled from a topographic map and have
 EQ0464.an estimated accuracy of +/- 6 seconds.
 EQ0464
 EQ0464.The orthometric height was determined by differential leveling
 EQ0464.and adjusted by the National Geodetic Survey in 1992..
 EQ0464.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EQ0464.rate of 0.0 thru 1.0 mm/km.
 EQ0464
 EQ0464.The geoid height was determined by GEOID03.
 EQ0464
 EQ0464.The dynamic height is computed by dividing the NAVD 88
 EQ0464.geopotential number by the normal gravity value computed on the
 EQ0464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0464.degrees latitude (g = 980.6199 gals.).
 EQ0464
 EQ0464.The modeled gravity was interpolated from observed gravity values.
 EQ0464
 EQ0464;                    North         East    Units  Estimated Accuracy
 EQ0464;SPC NM C     -   379,760.      375,540.      MT  (+/- 180 meters Scaled)
 EQ0464
 EQ0464                          SUPERSEDED SURVEY CONTROL
 EQ0464
 EQ0464  NGVD 29 (??/??/92) 2000.891  (m)         6564.59   (f) ADJ UNCH    2 0
 EQ0464
 EQ0464.Superseded values are not recommended for survey control.
 EQ0464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0464.See file dsdata.txt to determine how the superseded data were derived.
 EQ0464
 EQ0464_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBU606114(NAD 83)
 EQ0464_MARKER: DB = BENCH MARK DISK
 EQ0464_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EQ0464_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EQ0464_STAMPING: E 101 1935
 EQ0464_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EQ0464+STABILITY: SURFACE MOTION
 EQ0464
 EQ0464  HISTORY     - Date     Condition        Report By
 EQ0464  HISTORY     - 1935     MONUMENTED       CGS
 EQ0464  HISTORY     - 1964     GOOD             USGS
 EQ0464
 EQ0464                          STATION DESCRIPTION
 EQ0464
 EQ0464'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 EQ0464'34.1 MI NW FROM MAGDALENA.
 EQ0464'MARTIN RANCH, 3.1 MI. EAST OF, ABOUT 34.1 MI. NORTHWEST OF MAGDALENA
 EQ0464'ALONG ROADS TO MARTIN RANCH TO A ROAD FORK AT THE BASE OF TABLE MTN.,
 EQ0464'THENCE NORTHWEST ALONG TRACK ROAD FOR 0.8 MI., ABOUT 1000 FT. SOUTH
 EQ0464'SOUTHWEST OF A FENCE CORNER, 21 FT. EAST OF ROAD, 3 FT. WEST OF A
 EQ0464'WOODEN WITNESS POST.  A STANDARD TABLET SET IN THE TOP OF A CONCRETE
 EQ0464'POST PROJECTING 0.2 FT. ABOVE GROUND, AND STAMPED E 101 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0400 ***********************************************************************
 EQ0400  DESIGNATION -  E 102
 EQ0400  PID         -  EQ0400
 EQ0400  STATE/COUNTY-  NM/SOCORRO
 EQ0400  USGS QUAD   -  SILVER HILL (1995)
 EQ0400
 EQ0400                         *CURRENT SURVEY CONTROL
 EQ0400  ___________________________________________________________________
 EQ0400* NAD 83(1986)-  34 13 33.     (N)    107 22 07.     (W)     SCALED    
 EQ0400* NAVD 88     -      2127.377  (meters)    6979.57   (feet)  POSTED    
 EQ0400  ___________________________________________________________________
 EQ0400  GEOID HEIGHT-         -21.38  (meters)                     GEOID03
 EQ0400  DYNAMIC HT  -        2124.100 (meters)    6968.82  (feet)  COMP
 EQ0400  MODELED GRAV-     979,018.7   (mgal)                       NAVD 88
 EQ0400
 EQ0400  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EQ0400
 EQ0400.The horizontal coordinates were scaled from a topographic map and have
 EQ0400.an estimated accuracy of +/- 6 seconds.
 EQ0400
 EQ0400.The orthometric height was determined by differential leveling
 EQ0400.and adjusted by the National Geodetic Survey in 1992..
 EQ0400.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EQ0400.rate of 0.0 thru 1.0 mm/km.
 EQ0400
 EQ0400.The geoid height was determined by GEOID03.
 EQ0400
 EQ0400.The dynamic height is computed by dividing the NAVD 88
 EQ0400.geopotential number by the normal gravity value computed on the
 EQ0400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0400.degrees latitude (g = 980.6199 gals.).
 EQ0400
 EQ0400.The modeled gravity was interpolated from observed gravity values.
 EQ0400
 EQ0400;                    North         East    Units  Estimated Accuracy
 EQ0400;SPC NM C     -   358,270.      396,940.      MT  (+/- 180 meters Scaled)
 EQ0400
 EQ0400                          SUPERSEDED SURVEY CONTROL
 EQ0400
 EQ0400  NGVD 29 (??/??/92) 2126.454  (m)         6976.54   (f) ADJ UNCH    2 0
 EQ0400
 EQ0400.Superseded values are not recommended for survey control.
 EQ0400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0400.See file dsdata.txt to determine how the superseded data were derived.
 EQ0400
 EQ0400_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBT818897(NAD 83)
 EQ0400_MARKER: DB = BENCH MARK DISK
 EQ0400_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EQ0400_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EQ0400_STAMPING: E 102 1935
 EQ0400_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EQ0400+STABILITY: SURFACE MOTION
 EQ0400
 EQ0400  HISTORY     - Date     Condition        Report By
 EQ0400  HISTORY     - 1935     MONUMENTED       CGS
 EQ0400  HISTORY     - 1965     GOOD             USGS
 EQ0400
 EQ0400                          STATION DESCRIPTION
 EQ0400
 EQ0400'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 EQ0400'12.2 MI NW FROM MAGDALENA.
 EQ0400'MAGDALENA, ABOUT 12.2 MI NW OF BY ROAD, IN NW COR SEC 16, T 1S R 5 W.
 EQ0400'TO REACH FROM MAGDALENA PO GO WEST ALONG US 60 FOR 0.3 MI. TO JCT
 EQ0400'STATE HWY 52 FROM THE NORTH, TURN RIGHT (NORTHERLY) 10.1 MI ON STATE
 EQ0400'52 TO TRACK ROAD JCT LEFT IN DRY LAKE CANYON BOTTOM, TURN LEFT (NW)
 EQ0400'ALONG TRACK ROAD FOR 1.6 MILES TO STATION ON LEFT.  STATION IS 450 FT
 EQ0400'E OF ROAD AT GATE, 35 FT S OF CENTERLINE OF TRACK RD., 2 FT E OF
 EQ0400'WITNESS POST, IN CONCRETE POST PROJECTING 0.1 FT, A STD DISK STAMPED E
 EQ0400'102 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0083 ***********************************************************************
 GM0083  DESIGNATION -  E 103
 GM0083  PID         -  GM0083
 GM0083  STATE/COUNTY-  NM/COLFAX
 GM0083  USGS QUAD   -  ABBOTT (1965)
 GM0083
 GM0083                         *CURRENT SURVEY CONTROL
 GM0083  ___________________________________________________________________
 GM0083* NAD 83(1986)-  36 18 20.     (N)    104 19 13.     (W)     SCALED    
 GM0083* NAVD 88     -      1855.120  (meters)    6086.34   (feet)  ADJUSTED  
 GM0083  ___________________________________________________________________
 GM0083  GEOID HEIGHT-         -18.93  (meters)                     GEOID03
 GM0083  DYNAMIC HT  -        1852.791 (meters)    6078.70  (feet)  COMP
 GM0083  MODELED GRAV-     979,309.9   (mgal)                       NAVD 88
 GM0083
 GM0083  VERT ORDER  -  SECOND    CLASS 0
 GM0083
 GM0083.The horizontal coordinates were scaled from a topographic map and have
 GM0083.an estimated accuracy of +/- 6 seconds.
 GM0083
 GM0083.The orthometric height was determined by differential leveling
 GM0083.and adjusted by the National Geodetic Survey in June 1991..
 GM0083
 GM0083.The geoid height was determined by GEOID03.
 GM0083
 GM0083.The dynamic height is computed by dividing the NAVD 88
 GM0083.geopotential number by the normal gravity value computed on the
 GM0083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GM0083.degrees latitude (g = 980.6199 gals.).
 GM0083
 GM0083.The modeled gravity was interpolated from observed gravity values.
 GM0083
 GM0083;                    North         East    Units  Estimated Accuracy
 GM0083;SPC NM E     -   588,420.      166,170.      MT  (+/- 180 meters Scaled)
 GM0083
 GM0083                          SUPERSEDED SURVEY CONTROL
 GM0083
 GM0083  NGVD 29 (??/??/92) 1854.321  (m)         6083.72   (f) ADJ UNCH    2 0
 GM0083
 GM0083.Superseded values are not recommended for survey control.
 GM0083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0083.See file dsdata.txt to determine how the superseded data were derived.
 GM0083
 GM0083_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEA610180(NAD 83)
 GM0083_MARKER: DB = BENCH MARK DISK
 GM0083_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GM0083_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GM0083_STAMPING: E 103 1934
 GM0083_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GM0083+STABILITY: SURFACE MOTION
 GM0083
 GM0083  HISTORY     - Date     Condition        Report By
 GM0083  HISTORY     - 1934     MONUMENTED       CGS
 GM0083  HISTORY     - 1956     GOOD             NGS
 GM0083
 GM0083                          STATION DESCRIPTION
 GM0083
 GM0083'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GM0083'3.3 MI W FROM ABBOTT.
 GM0083'3.3 MILES WEST ALONG STATE HIGHWAY 58 FROM THE POST OFFICE AT ABBOTT,
 GM0083'125 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A SMALL BUILDING, 37.7
 GM0083'FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 15.5 FEET SOUTH OF A
 GM0083'FENCE, 1 FOOT NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 GM0083'POST WHICH PROJECTS 0.7 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0208 ***********************************************************************
 GN0208  DESIGNATION -  E 103
 GN0208  PID         -  GN0208
 GN0208  STATE/COUNTY-  NM/RIO ARRIBA
 GN0208  USGS QUAD   -  MOGOTE PEAK (1995)
 GN0208
 GN0208                         *CURRENT SURVEY CONTROL
 GN0208  ___________________________________________________________________
 GN0208* NAD 83(1986)-  36 29 53.     (N)    106 16 14.     (W)     SCALED    
 GN0208* NAVD 88     -      2628.586  (meters)    8623.95   (feet)  ADJUSTED  
 GN0208  ___________________________________________________________________
 GN0208  GEOID HEIGHT-         -17.45  (meters)                     GEOID03
 GN0208  DYNAMIC HT  -        2624.795 (meters)    8611.51  (feet)  COMP
 GN0208  MODELED GRAV-     979,094.4   (mgal)                       NAVD 88
 GN0208
 GN0208  VERT ORDER  -  SECOND    CLASS 0
 GN0208
 GN0208.The horizontal coordinates were scaled from a topographic map and have
 GN0208.an estimated accuracy of +/- 6 seconds.
 GN0208
 GN0208.The orthometric height was determined by differential leveling
 GN0208.and adjusted by the National Geodetic Survey in June 1991..
 GN0208
 GN0208.The geoid height was determined by GEOID03.
 GN0208
 GN0208.The dynamic height is computed by dividing the NAVD 88
 GN0208.geopotential number by the normal gravity value computed on the
 GN0208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GN0208.degrees latitude (g = 980.6199 gals.).
 GN0208
 GN0208.The modeled gravity was interpolated from observed gravity values.
 GN0208
 GN0208;                    North         East    Units  Estimated Accuracy
 GN0208;SPC NM C     -   609,770.      498,160.      MT  (+/- 180 meters Scaled)
 GN0208
 GN0208                          SUPERSEDED SURVEY CONTROL
 GN0208
 GN0208  NGVD 29 (??/??/92) 2627.228  (m)         8619.50   (f) ADJ UNCH    2 0
 GN0208
 GN0208.Superseded values are not recommended for survey control.
 GN0208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0208.See file dsdata.txt to determine how the superseded data were derived.
 GN0208
 GN0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCA862399(NAD 83)
 GN0208_MARKER: DD = SURVEY DISK
 GN0208_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GN0208_SP_SET: BASE
 GN0208_STAMPING: E 103 1935
 GN0208_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GN0208
 GN0208  HISTORY     - Date     Condition        Report By
 GN0208  HISTORY     - 1935     MONUMENTED       USFS
 GN0208  HISTORY     - 1941     GOOD             NGS
 GN0208
 GN0208                          STATION DESCRIPTION
 GN0208
 GN0208'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 GN0208'13.2 MI NE FROM CANJILON.
 GN0208'TO REACH FROM THE POST OFFICE, PROCEED NORTHEASTERLY ALONG GRAVELED
 GN0208'AND MOUNTAIN ROAD TOWARDS VALLECITOS, GO 13.2 MILES TO ABANDONED SITE
 GN0208'OF AN OLD C.C.C. CAMP.  BENCH MARK IS ABOUT 14.2 MILES WESTERLY FROM
 GN0208'VALLECITOS.  IT IS ABOUT 120 FEET NORTHEASTERLY ACROSS ROAD FROM
 GN0208'NORTHEASTERLY CORNER OF THE RECREATION HALL (ONLY STANDING BUILDING).
 GN0208'IT IS 90 FEET NORTHERLY FROM AND ABOUT 4.0 OR 5.0 FEET ABOVE CENTER
 GN0208'LINE OF THE ROAD.  IT IS ABOUT 75 FEET SOUTHEASTERLY FROM
 GN0208'SOUTHEASTERLY CORNER OF OLD CONCRETE FOUNDATION AND FLOOR OF THE BATH
 GN0208'HOUSE.  IT IS 54 FEET NORTHWESTERLY FROM FIRST TELEPHONE POLE ON
 GN0208'NORTHERLY SIDE OF ROAD AT POINT WHERE TELEPHONE LINE CROSSES ROAD. IT
 GN0208'IS SET HORIZONTALLY IN ABANDONED CONCRETE BASE OF FLAG POLE.  IT IS
 GN0208'1.4 FEET EASTERLY FROM CENTER OF STUB OF FLAG POLE.  A U. S. DEPT. OF
 GN0208'AGRICULTURE FOREST SERVICE DISK IN DRILL HOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0069 ***********************************************************************
 GN0069  DESIGNATION -  E 104
 GN0069  PID         -  GN0069
 GN0069  STATE/COUNTY-  NM/RIO ARRIBA
 GN0069  USGS QUAD   -  LAS TABLAS (1995)
 GN0069
 GN0069                         *CURRENT SURVEY CONTROL
 GN0069  ___________________________________________________________________
 GN0069* NAD 83(1986)-  36 31 09.     (N)    106 02 30.     (W)     SCALED    
 GN0069* NAVD 88     -      2437.418  (meters)    7996.76   (feet)  ADJUSTED  
 GN0069  ___________________________________________________________________
 GN0069  GEOID HEIGHT-         -17.50  (meters)                     GEOID03
 GN0069  DYNAMIC HT  -        2434.004 (meters)    7985.56  (feet)  COMP
 GN0069  MODELED GRAV-     979,143.1   (mgal)                       NAVD 88
 GN0069
 GN0069  VERT ORDER  -  SECOND    CLASS 0
 GN0069
 GN0069.The horizontal coordinates were scaled from a topographic map and have
 GN0069.an estimated accuracy of +/- 6 seconds.
 GN0069
 GN0069.The orthometric height was determined by differential leveling
 GN0069.and adjusted by the National Geodetic Survey in June 1991..
 GN0069
 GN0069.The geoid height was determined by GEOID03.
 GN0069
 GN0069.The dynamic height is computed by dividing the NAVD 88
 GN0069.geopotential number by the normal gravity value computed on the
 GN0069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GN0069.degrees latitude (g = 980.6199 gals.).
 GN0069
 GN0069.The modeled gravity was interpolated from observed gravity values.
 GN0069
 GN0069;                    North         East    Units  Estimated Accuracy
 GN0069;SPC NM C     -   612,140.      518,660.      MT  (+/- 180 meters Scaled)
 GN0069
 GN0069                          SUPERSEDED SURVEY CONTROL
 GN0069
 GN0069.No superseded survey control is available for this station.
 GN0069
 GN0069_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDA067420(NAD 83)
 GN0069_MARKER: DB = BENCH MARK DISK
 GN0069_SETTING: 66 = SET IN ROCK OUTCROP
 GN0069_SP_SET: SET IN ROCK OUTCROP
 GN0069_STAMPING: E 104 1935
 GN0069_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GN0069+STABILITY: POSITION/ELEVATION WELL
 GN0069
 GN0069  HISTORY     - Date     Condition        Report By
 GN0069  HISTORY     - 1935     MONUMENTED       CGS
 GN0069  HISTORY     - 1963     GOOD             USGS
 GN0069
 GN0069                          STATION DESCRIPTION
 GN0069
 GN0069'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 GN0069'10.7 MI E FROM VALLECITOS.
 GN0069'ABOUT 0.4 MILES NE ALONG A DIRT ROAD FROM THE MAIN JCT AT VALLECITOS,
 GN0069'THENCE ABOUT 6.6 MILES E ALONG THE JARITO FIRE ROAD TO A JCT. THENCE
 GN0069'ALONG THE ROAD LEADING TO PETACA FOR 3.7 MILES TO STOCK TANK ON THE
 GN0069'RIGHT SIDE OF THE ROAD AND IN A CLEARING.  ABOUT 250 FT. NORTH OF THE
 GN0069'STOCK TANK, ABOUT 154 FT. NE OF THE E OF THE ROAD, A STANDARD DISK
 GN0069'STAMPED E 104 1935 ETC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0020 ***********************************************************************
 FN0020  DESIGNATION -  E 104
 FN0020  PID         -  FN0020
 FN0020  STATE/COUNTY-  NM/HARDING
 FN0020  USGS QUAD   -  BEAVER CANYON (1971)
 FN0020
 FN0020                         *CURRENT SURVEY CONTROL
 FN0020  ___________________________________________________________________
 FN0020* NAD 83(1986)-  35 54 56.     (N)    104 20 23.     (W)     SCALED    
 FN0020* NAVD 88     -      1626.602  (meters)    5336.61   (feet)  ADJUSTED  
 FN0020  ___________________________________________________________________
 FN0020  GEOID HEIGHT-         -19.73  (meters)                     GEOID03
 FN0020  DYNAMIC HT  -        1624.547 (meters)    5329.87  (feet)  COMP
 FN0020  MODELED GRAV-     979,311.7   (mgal)                       NAVD 88
 FN0020
 FN0020  VERT ORDER  -  SECOND    CLASS 0
 FN0020
 FN0020.The horizontal coordinates were scaled from a topographic map and have
 FN0020.an estimated accuracy of +/- 6 seconds.
 FN0020
 FN0020.The orthometric height was determined by differential leveling
 FN0020.and adjusted by the National Geodetic Survey in June 1991..
 FN0020
 FN0020.The geoid height was determined by GEOID03.
 FN0020
 FN0020.The dynamic height is computed by dividing the NAVD 88
 FN0020.geopotential number by the normal gravity value computed on the
 FN0020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FN0020.degrees latitude (g = 980.6199 gals.).
 FN0020
 FN0020.The modeled gravity was interpolated from observed gravity values.
 FN0020
 FN0020;                    North         East    Units  Estimated Accuracy
 FN0020;SPC NM E     -   545,150.      164,420.      MT  (+/- 180 meters Scaled)
 FN0020
 FN0020                          SUPERSEDED SURVEY CONTROL
 FN0020
 FN0020  NGVD 29 (??/??/92) 1625.820  (m)         5334.04   (f) ADJ UNCH    2 0
 FN0020
 FN0020.Superseded values are not recommended for survey control.
 FN0020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0020.See file dsdata.txt to determine how the superseded data were derived.
 FN0020
 FN0020_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEV595747(NAD 83)
 FN0020_MARKER: DB = BENCH MARK DISK
 FN0020_SETTING: 80 = SET IN A BOULDER
 FN0020_STAMPING: E-104 1934
 FN0020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FN0020+STABILITY: SURFACE MOTION
 FN0020
 FN0020  HISTORY     - Date     Condition        Report By
 FN0020  HISTORY     - 1934     MONUMENTED       CGS
 FN0020
 FN0020                          STATION DESCRIPTION
 FN0020
 FN0020'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FN0020'10.7 MI W FROM ROY.
 FN0020'10.7 MILES WEST OF SOUTHERN PACIFIC DEPOT AT ROY ON TOP OF LARGE FLAT
 FN0020'TOPPED SANDSTONE BOULDER.  AT CENTER OF SHORT U CURVE IN HIGHWAY, AND
 FN0020'30 FEET SOUTH OF CENTERLINE OF STATE HIGHWAY 62.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0021 ***********************************************************************
 FN0021  DESIGNATION -  E 104 RESET
 FN0021  PID         -  FN0021
 FN0021  STATE/COUNTY-  NM/HARDING
 FN0021  USGS QUAD   -  BEAVER CANYON (1971)
 FN0021
 FN0021                         *CURRENT SURVEY CONTROL
 FN0021  ___________________________________________________________________
 FN0021* NAD 83(1986)-  35 54 57.     (N)    104 20 24.     (W)     SCALED    
 FN0021* NAVD 88     -      1625.91   (+/-2cm)    5334.3    (feet)  VERTCON   
 FN0021  ___________________________________________________________________
 FN0021  GEOID HEIGHT-         -19.73  (meters)                     GEOID03
 FN0021
 FN0021  VERT ORDER  -  THIRD (See Below)
 FN0021
 FN0021.The horizontal coordinates were scaled from a topographic map and have
 FN0021.an estimated accuracy of +/- 6 seconds.
 FN0021
 FN0021.The NAVD 88 height was computed by applying the VERTCON shift value to
 FN0021.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FN0021.The vertical order pertains to the NGVD 29 superseded value.
 FN0021
 FN0021.The geoid height was determined by GEOID03.
 FN0021
 FN0021;                    North         East    Units  Estimated Accuracy
 FN0021;SPC NM E     -   545,180.      164,400.      MT  (+/- 180 meters Scaled)
 FN0021
 FN0021                          SUPERSEDED SURVEY CONTROL
 FN0021
 FN0021  NGVD 29 (??/??/??) 1625.14   (m)         5331.8    (f) RESET       3  
 FN0021
 FN0021.Superseded values are not recommended for survey control.
 FN0021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0021.See file dsdata.txt to determine how the superseded data were derived.
 FN0021
 FN0021_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEV595748(NAD 83)
 FN0021_MARKER: DB = BENCH MARK DISK
 FN0021_SETTING: 80 = SET IN A BOULDER
 FN0021_STAMPING: E 104 RESET 1958
 FN0021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FN0021+STABILITY: SURFACE MOTION
 FN0021
 FN0021  HISTORY     - Date     Condition        Report By
 FN0021  HISTORY     - 1958     MONUMENTED       CGS
 FN0021  HISTORY     - 1971     GOOD             USGS
 FN0021
 FN0021                          STATION DESCRIPTION
 FN0021
 FN0021'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 FN0021'9.6 MI SW FROM ROY.
 FN0021'ROY HIGH SCHOOL, 9.6 MI. SW ALONG STATE HWY. 120, 90 FT. SW CENTERLINE
 FN0021'OF HWY, 26.5 FT. LOWER THAN, AND 144 FT. NW OF STEEL CULVERT CROSSING
 FN0021'HWY.  A STANDARD DISK (C AND GS) STAMPED E 104 RESET 1958 SET IN TOP
 FN0021'OF LARGE SANDSTONE BOULDER MEASURING APPROXIMATELY 30 X 15 FT. AND
 FN0021'STANDING 10 FT. ABOVE NORMAL GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0961 ***********************************************************************
 GL0961  DESIGNATION -  E 105
 GL0961  PID         -  GL0961
 GL0961  STATE/COUNTY-  NM/HARDING
 GL0961  USGS QUAD   -  VALENCIA SPRING (1973)
 GL0961
 GL0961                         *CURRENT SURVEY CONTROL
 GL0961  ___________________________________________________________________
 GL0961* NAD 83(1986)-  36 03 26.     (N)    103 57 20.     (W)     SCALED    
 GL0961* NAVD 88     -      1723.614  (meters)    5654.89   (feet)  ADJUSTED  
 GL0961  ___________________________________________________________________
 GL0961  GEOID HEIGHT-         -19.76  (meters)                     GEOID03
 GL0961  DYNAMIC HT  -        1721.501 (meters)    5647.96  (feet)  COMP
 GL0961  MODELED GRAV-     979,344.8   (mgal)                       NAVD 88
 GL0961
 GL0961  VERT ORDER  -  SECOND    CLASS 0
 GL0961
 GL0961.The horizontal coordinates were scaled from a topographic map and have
 GL0961.an estimated accuracy of +/- 6 seconds.
 GL0961
 GL0961.The orthometric height was determined by differential leveling
 GL0961.and adjusted by the National Geodetic Survey in June 1991..
 GL0961.WARNING-Repeat measurements at this control monument indicate possible
 GL0961.vertical movement.
 GL0961
 GL0961.The geoid height was determined by GEOID03.
 GL0961
 GL0961.The dynamic height is computed by dividing the NAVD 88
 GL0961.geopotential number by the normal gravity value computed on the
 GL0961.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0961.degrees latitude (g = 980.6199 gals.).
 GL0961
 GL0961.The modeled gravity was interpolated from observed gravity values.
 GL0961
 GL0961;                    North         East    Units  Estimated Accuracy
 GL0961;SPC NM E     -   560,930.      199,030.      MT  (+/- 180 meters Scaled)
 GL0961
 GL0961                          SUPERSEDED SURVEY CONTROL
 GL0961
 GL0961  NGVD 29 (??/??/92) 1722.858  (m)         5652.41   (f) ADJ UNCH    2 0
 GL0961
 GL0961.Superseded values are not recommended for survey control.
 GL0961.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0961.See file dsdata.txt to determine how the superseded data were derived.
 GL0961
 GL0961_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEV940908(NAD 83)
 GL0961_MARKER: DB = BENCH MARK DISK
 GL0961_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0961_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0961_STAMPING: E-105 1934
 GL0961_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0961+STABILITY: SURFACE MOTION
 GL0961
 GL0961  HISTORY     - Date     Condition        Report By
 GL0961  HISTORY     - 1934     MONUMENTED       CGS
 GL0961  HISTORY     - 1939     GOOD             NGS
 GL0961
 GL0961                          STATION DESCRIPTION
 GL0961
 GL0961'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GL0961'7.9 MI SW FROM YATES.
 GL0961'7.9 MILES SOUTHWEST OF SCHOOL HOUSE AT YATES 4 FEET WEST OF SECTION
 GL0961'LINE FENCE CORNER.  1 FOOT NORTH OF FENCE LINE.  29 FEET SOUTH OF
 GL0961'CENTERLINE OF STATE HIGHWAY 120.  NOTE-- THE SCHOOL HOUSE HAS BEEN
 GL0961'TORN DOWN.
 GL0961
 GL0961                          STATION RECOVERY (1939)
 GL0961
 GL0961'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1939
 GL0961'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0142 ***********************************************************************
 GN0142  DESIGNATION -  E 105
 GN0142  PID         -  GN0142
 GN0142  STATE/COUNTY-  NM/RIO ARRIBA
 GN0142  USGS QUAD   -  VALLE GRANDE PEAK (1995)
 GN0142
 GN0142                         *CURRENT SURVEY CONTROL
 GN0142  ___________________________________________________________________
 GN0142* NAD 83(1986)-  36 26 30.     (N)    106 10 08.     (W)     SCALED    
 GN0142* NAVD 88     -      2485.214  (meters)    8153.57   (feet)  ADJUSTED  
 GN0142  ___________________________________________________________________
 GN0142  GEOID HEIGHT-         -17.73  (meters)                     GEOID03
 GN0142  DYNAMIC HT  -        2481.711 (meters)    8142.08  (feet)  COMP
 GN0142  MODELED GRAV-     979,132.1   (mgal)                       NAVD 88
 GN0142
 GN0142  VERT ORDER  -  SECOND    CLASS 0
 GN0142
 GN0142.The horizontal coordinates were scaled from a topographic map and have
 GN0142.an estimated accuracy of +/- 6 seconds.
 GN0142
 GN0142.The orthometric height was determined by differential leveling
 GN0142.and adjusted by the National Geodetic Survey in June 1991..
 GN0142
 GN0142.The geoid height was determined by GEOID03.
 GN0142
 GN0142.The dynamic height is computed by dividing the NAVD 88
 GN0142.geopotential number by the normal gravity value computed on the
 GN0142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GN0142.degrees latitude (g = 980.6199 gals.).
 GN0142
 GN0142.The modeled gravity was interpolated from observed gravity values.
 GN0142
 GN0142;                    North         East    Units  Estimated Accuracy
 GN0142;SPC NM C     -   603,520.      507,270.      MT  (+/- 180 meters Scaled)
 GN0142
 GN0142                          SUPERSEDED SURVEY CONTROL
 GN0142
 GN0142  NGVD 29 (??/??/92) 2483.963  (m)         8149.47   (f) ADJ UNCH    2 0
 GN0142
 GN0142.Superseded values are not recommended for survey control.
 GN0142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0142.See file dsdata.txt to determine how the superseded data were derived.
 GN0142
 GN0142_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCA952335(NAD 83)
 GN0142_MARKER: DD = SURVEY DISK
 GN0142_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GN0142_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GN0142_STAMPING: E 105 1935
 GN0142_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GN0142+STABILITY: SURFACE MOTION
 GN0142
 GN0142  HISTORY     - Date     Condition        Report By
 GN0142  HISTORY     - 1935     MONUMENTED       USFS
 GN0142  HISTORY     - 1951     GOOD             USGS
 GN0142
 GN0142                          STATION DESCRIPTION
 GN0142
 GN0142'DESCRIBED BY US GEOLOGICAL SURVEY 1951
 GN0142'0.9 MI W FROM VALLECITOS.
 GN0142'ABOUT 0.9 MILE WEST ALONG A ROAD LEADING TO CANJILON FROM THE POST
 GN0142'OFFICE AT VALLECITOS, RIO ARRIBA COUNTY, THENCE ABOUT 6.3 MILES ALONG
 GN0142'STATE HIGHWAY 100, NORTH OF A LONG CURVE TO THE SOUTHWEST, ABOUT 62
 GN0142'FEET SOUTH OF A PINE TREE, 39 FEET EAST OF THE CENTER LINE OF THE
 GN0142'HIGHWAY, AND ABOUT 3.0 FEET HIGHER THAN THE HIGHWAY.  A UNITED STATES
 GN0142'FOREST SERVICE STANDARD DISK, STAMPED E 105 1935 AND SET IN THE TOP OF
 GN0142'A CONCRETE POST ABOUT FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0962 ***********************************************************************
 GL0962  DESIGNATION -  E 105 RESET
 GL0962  PID         -  GL0962
 GL0962  STATE/COUNTY-  NM/HARDING
 GL0962  USGS QUAD   -  VALENCIA SPRING (1973)
 GL0962
 GL0962                         *CURRENT SURVEY CONTROL
 GL0962  ___________________________________________________________________
 GL0962* NAD 83(1986)-  36 03 25.     (N)    103 57 18.     (W)     SCALED    
 GL0962* NAVD 88     -      1723.62   (+/-2cm)    5654.9    (feet)  VERTCON   
 GL0962  ___________________________________________________________________
 GL0962  GEOID HEIGHT-         -19.77  (meters)                     GEOID03
 GL0962
 GL0962  VERT ORDER  -  THIRD (See Below)
 GL0962
 GL0962.The horizontal coordinates were scaled from a topographic map and have
 GL0962.an estimated accuracy of +/- 6 seconds.
 GL0962
 GL0962.The NAVD 88 height was computed by applying the VERTCON shift value to
 GL0962.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GL0962.The vertical order pertains to the NGVD 29 superseded value.
 GL0962
 GL0962.The geoid height was determined by GEOID03.
 GL0962
 GL0962;                    North         East    Units  Estimated Accuracy
 GL0962;SPC NM E     -   560,900.      199,080.      MT  (+/- 180 meters Scaled)
 GL0962
 GL0962                          SUPERSEDED SURVEY CONTROL
 GL0962
 GL0962  NGVD 29 (??/??/??) 1722.87   (m)         5652.4    (f) RESET       3  
 GL0962
 GL0962.Superseded values are not recommended for survey control.
 GL0962.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0962.See file dsdata.txt to determine how the superseded data were derived.
 GL0962
 GL0962_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEV941907(NAD 83)
 GL0962_MARKER: DB = BENCH MARK DISK
 GL0962_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0962_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0962_STAMPING: E 105 1934 RESET 1960
 GL0962_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0962+STABILITY: SURFACE MOTION
 GL0962
 GL0962  HISTORY     - Date     Condition        Report By
 GL0962  HISTORY     - 1960     MONUMENTED       CGS
 GL0962
 GL0962                          STATION DESCRIPTION
 GL0962
 GL0962'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GL0962'20.6 MI NE FROM ROY.
 GL0962'20.6 MILES NORTHEAST ALONG STATE HIGHWAY 120 FROM THE HIGH SCHOOL AT
 GL0962'ROY, HARDING COUNTY, 87 FEET SOUTH OF PROPOSED CENTER OF NEW HIGHWAY,
 GL0962'43 FEET SOUTH OF A GATE POST, 3 FEET NORTH OF A WITNESS POST, AND 1
 GL0962'FOOT WEST OF A FENCE.  A STANDARD DISK SET IN THE TOP OF A CONCRETE
 GL0962'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0726 ***********************************************************************
 GL0726  DESIGNATION -  E 106
 GL0726  PID         -  GL0726
 GL0726  STATE/COUNTY-  NM/UNION
 GL0726  USGS QUAD   -  CLAYTON (1970)
 GL0726
 GL0726                         *CURRENT SURVEY CONTROL
 GL0726  ___________________________________________________________________
 GL0726* NAD 83(1986)-  36 27 06.     (N)    103 11 10.     (W)     SCALED    
 GL0726* NAVD 88     -      1541.048  (meters)    5055.92   (feet)  ADJUSTED  
 GL0726  ___________________________________________________________________
 GL0726  GEOID HEIGHT-         -22.04  (meters)                     GEOID03
 GL0726  DYNAMIC HT  -        1539.218 (meters)    5049.92  (feet)  COMP
 GL0726  MODELED GRAV-     979,389.6   (mgal)                       NAVD 88
 GL0726
 GL0726  VERT ORDER  -  FIRST     CLASS II
 GL0726
 GL0726.The horizontal coordinates were scaled from a topographic map and have
 GL0726.an estimated accuracy of +/- 6 seconds.
 GL0726
 GL0726.The orthometric height was determined by differential leveling
 GL0726.and adjusted by the National Geodetic Survey in June 1991..
 GL0726.WARNING-Repeat measurements at this control monument indicate possible
 GL0726.vertical movement.
 GL0726
 GL0726.The geoid height was determined by GEOID03.
 GL0726
 GL0726.The dynamic height is computed by dividing the NAVD 88
 GL0726.geopotential number by the normal gravity value computed on the
 GL0726.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0726.degrees latitude (g = 980.6199 gals.).
 GL0726
 GL0726.The modeled gravity was interpolated from observed gravity values.
 GL0726
 GL0726;                    North         East    Units  Estimated Accuracy
 GL0726;SPC NM E     -   605,240.      267,840.      MT  (+/- 180 meters Scaled)
 GL0726
 GL0726                          SUPERSEDED SURVEY CONTROL
 GL0726
 GL0726  NGVD 29 (??/??/92) 1540.308  (m)         5053.49   (f) ADJ UNCH    1 2
 GL0726
 GL0726.Superseded values are not recommended for survey control.
 GL0726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0726.See file dsdata.txt to determine how the superseded data were derived.
 GL0726
 GL0726_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA625355(NAD 83)
 GL0726_MARKER: DB = BENCH MARK DISK
 GL0726_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0726_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0726_STAMPING: E 106 1934
 GL0726_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0726+STABILITY: SURFACE MOTION
 GL0726_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GL0726+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2004
 GL0726
 GL0726  HISTORY     - Date     Condition        Report By
 GL0726  HISTORY     - 1934     MONUMENTED       CGS
 GL0726  HISTORY     - 1955     GOOD             NGS
 GL0726  HISTORY     - 1956     GOOD             NGS
 GL0726  HISTORY     - 20040806 GOOD             USPSQD
 GL0726
 GL0726                          STATION DESCRIPTION
 GL0726
 GL0726'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GL0726'IN CLAYTON.
 GL0726'AT CLAYTON, 183 FEET SOUTHWEST OF THE WEST CORNER OF THE COLORADO AND
 GL0726'SOUTHERN RAILROAD STATION, 145 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF
 GL0726'THE MAIN TRACK, 44 FEET NORTHWEST OF THE EXTENDED CENTER LINE OF
 GL0726'MONROE STREET, 20 FEET NORTHEAST OF THE CENTER LINE OF RAILROAD
 GL0726'AVENUE, SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE
 GL0726'GROUND.
 GL0726
 GL0726                          STATION RECOVERY (1956)
 GL0726
 GL0726'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 GL0726'RECOVERED IN GOOD CONDITION.
 GL0726
 GL0726                          STATION RECOVERY (2004)
 GL0726
 GL0726'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 GL0726'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0489 ***********************************************************************
 FM0489  DESIGNATION -  E 107
 FM0489  PID         -  FM0489
 FM0489  STATE/COUNTY-  NM/UNION
 FM0489  USGS QUAD   -  CENTERVILLE CORNER (1971)
 FM0489
 FM0489                         *CURRENT SURVEY CONTROL
 FM0489  ___________________________________________________________________
 FM0489* NAD 83(1986)-  35 48 26.     (N)    103 09 40.     (W)     SCALED    
 FM0489* NAVD 88     -      1364.606  (meters)    4477.04   (feet)  ADJUSTED  
 FM0489  ___________________________________________________________________
 FM0489  GEOID HEIGHT-         -22.80  (meters)                     GEOID03
 FM0489  DYNAMIC HT  -        1362.979 (meters)    4471.71  (feet)  COMP
 FM0489  MODELED GRAV-     979,393.2   (mgal)                       NAVD 88
 FM0489
 FM0489  VERT ORDER  -  SECOND    CLASS 0
 FM0489
 FM0489.The horizontal coordinates were scaled from a topographic map and have
 FM0489.an estimated accuracy of +/- 6 seconds.
 FM0489
 FM0489.The orthometric height was determined by differential leveling
 FM0489.and adjusted by the National Geodetic Survey in June 1991..
 FM0489
 FM0489.The geoid height was determined by GEOID03.
 FM0489
 FM0489.The dynamic height is computed by dividing the NAVD 88
 FM0489.geopotential number by the normal gravity value computed on the
 FM0489.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0489.degrees latitude (g = 980.6199 gals.).
 FM0489
 FM0489.The modeled gravity was interpolated from observed gravity values.
 FM0489
 FM0489;                    North         East    Units  Estimated Accuracy
 FM0489;SPC NM E     -   533,760.      270,940.      MT  (+/- 180 meters Scaled)
 FM0489
 FM0489                          SUPERSEDED SURVEY CONTROL
 FM0489
 FM0489  NGVD 29 (??/??/92) 1363.980  (m)         4474.99   (f) ADJ UNCH    2 0
 FM0489
 FM0489.Superseded values are not recommended for survey control.
 FM0489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0489.See file dsdata.txt to determine how the superseded data were derived.
 FM0489
 FM0489_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFV661641(NAD 83)
 FM0489_MARKER: DB = BENCH MARK DISK
 FM0489_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0489_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0489_STAMPING: E-107 1934
 FM0489_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0489+STABILITY: SURFACE MOTION
 FM0489
 FM0489  HISTORY     - Date     Condition        Report By
 FM0489  HISTORY     - 1934     MONUMENTED       CGS
 FM0489  HISTORY     - 1971     MARK NOT FOUND   USGS
 FM0489
 FM0489                          STATION DESCRIPTION
 FM0489
 FM0489'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FM0489'2.6 MI N FROM CENTERVILLE.
 FM0489'2.6 MILES NORTH OF POST OFFICE AT CENTERVILLE 0.2 MILE NORTH OF SMALL
 FM0489'WHITE FARM HOUSE ON EAST SIDE OF HIGHWAY.  1 FOOT WEST OF FENCE LINE.
 FM0489'39 FEET WEST OF CENTERLINE OF STATE HIGHWAY 18.
 FM0489
 FM0489                          STATION RECOVERY (1971)
 FM0489
 FM0489'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 FM0489'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0758 ***********************************************************************
 FM0758  DESIGNATION -  E 108
 FM0758  PID         -  FM0758
 FM0758  STATE/COUNTY-  NM/HARDING
 FM0758  USGS QUAD   -  INDIAN BATHTUB (1973)
 FM0758
 FM0758                         *CURRENT SURVEY CONTROL
 FM0758  ___________________________________________________________________
 FM0758* NAD 83(1986)-  35 49 59.     (N)    103 33 00.     (W)     SCALED    
 FM0758* NAVD 88     -      1386.745  (meters)    4549.68   (feet)  ADJUSTED  
 FM0758  ___________________________________________________________________
 FM0758  GEOID HEIGHT-         -21.53  (meters)                     GEOID03
 FM0758  DYNAMIC HT  -        1385.086 (meters)    4544.24  (feet)  COMP
 FM0758  MODELED GRAV-     979,388.2   (mgal)                       NAVD 88
 FM0758
 FM0758  VERT ORDER  -  SECOND    CLASS 0
 FM0758
 FM0758.The horizontal coordinates were scaled from a topographic map and have
 FM0758.an estimated accuracy of +/- 6 seconds.
 FM0758
 FM0758.The orthometric height was determined by differential leveling
 FM0758.and adjusted by the National Geodetic Survey in June 1991..
 FM0758.WARNING-Repeat measurements at this control monument indicate possible
 FM0758.vertical movement.
 FM0758
 FM0758.The geoid height was determined by GEOID03.
 FM0758
 FM0758.The dynamic height is computed by dividing the NAVD 88
 FM0758.geopotential number by the normal gravity value computed on the
 FM0758.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0758.degrees latitude (g = 980.6199 gals.).
 FM0758
 FM0758.The modeled gravity was interpolated from observed gravity values.
 FM0758
 FM0758;                    North         East    Units  Estimated Accuracy
 FM0758;SPC NM E     -   536,280.      235,770.      MT  (+/- 180 meters Scaled)
 FM0758
 FM0758                          SUPERSEDED SURVEY CONTROL
 FM0758
 FM0758  NGVD 29 (??/??/92) 1386.092  (m)         4547.54   (f) ADJ UNCH    2 0
 FM0758
 FM0758.Superseded values are not recommended for survey control.
 FM0758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0758.See file dsdata.txt to determine how the superseded data were derived.
 FM0758
 FM0758_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFV309664(NAD 83)
 FM0758_MARKER: DB = BENCH MARK DISK
 FM0758_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0758_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0758_STAMPING: E 108 1934
 FM0758_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0758+STABILITY: SURFACE MOTION
 FM0758
 FM0758  HISTORY     - Date     Condition        Report By
 FM0758  HISTORY     - 1934     MONUMENTED       CGS
 FM0758  HISTORY     - 1955     GOOD             NGS
 FM0758
 FM0758                          STATION DESCRIPTION
 FM0758
 FM0758'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 FM0758'6.1 MI W FROM ROSEBUD.
 FM0758'6.1 MILES WEST ALONG STATE HIGHWAY 65 FROM THE PUBLIC SCHOOL AT
 FM0758'ROSEBUD, 0.1 MILE EAST OF AN INTERSECTION WITH A NORTH AND SOUTH ROAD,
 FM0758'55 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 5.5 FEET SOUTH OF A
 FM0758'FENCE, 2 FEET EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 FM0758'POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0005 ***********************************************************************
 EP0005  DESIGNATION -  E 109
 EP0005  PID         -  EP0005
 EP0005  STATE/COUNTY-  NM/DE BACA
 EP0005  USGS QUAD   -  GIBBONS RANCH (1982)
 EP0005
 EP0005                         *CURRENT SURVEY CONTROL
 EP0005  ___________________________________________________________________
 EP0005* NAD 83(1986)-  34 39 47.     (N)    104 24 55.     (W)     SCALED    
 EP0005* NAVD 88     -      1343.323  (meters)    4407.22   (feet)  ADJUSTED  
 EP0005  ___________________________________________________________________
 EP0005  GEOID HEIGHT-         -23.26  (meters)                     GEOID03
 EP0005  DYNAMIC HT  -        1341.540 (meters)    4401.37  (feet)  COMP
 EP0005  MODELED GRAV-     979,261.0   (mgal)                       NAVD 88
 EP0005
 EP0005  VERT ORDER  -  SECOND    CLASS 0
 EP0005
 EP0005.The horizontal coordinates were scaled from a topographic map and have
 EP0005.an estimated accuracy of +/- 6 seconds.
 EP0005
 EP0005.The orthometric height was determined by differential leveling
 EP0005.and adjusted by the National Geodetic Survey in June 1991..
 EP0005
 EP0005.The geoid height was determined by GEOID03.
 EP0005
 EP0005.The dynamic height is computed by dividing the NAVD 88
 EP0005.geopotential number by the normal gravity value computed on the
 EP0005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EP0005.degrees latitude (g = 980.6199 gals.).
 EP0005
 EP0005.The modeled gravity was interpolated from observed gravity values.
 EP0005
 EP0005;                    North         East    Units  Estimated Accuracy
 EP0005;SPC NM E     -   406,210.      157,490.      MT  (+/- 180 meters Scaled)
 EP0005
 EP0005                          SUPERSEDED SURVEY CONTROL
 EP0005
 EP0005  NGVD 29 (??/??/92) 1342.667  (m)         4405.07   (f) ADJ UNCH    2 0
 EP0005
 EP0005.Superseded values are not recommended for survey control.
 EP0005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EP0005.See file dsdata.txt to determine how the superseded data were derived.
 EP0005
 EP0005_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEU535358(NAD 83)
 EP0005_MARKER: DB = BENCH MARK DISK
 EP0005_SETTING: 0 = UNSPECIFIED SETTING
 EP0005_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EP0005
 EP0005  HISTORY     - Date     Condition        Report By
 EP0005  HISTORY     - UNK      MONUMENTED       CGS
 EP0005  HISTORY     - 1943     GOOD             USE
 EP0005
 EP0005                          STATION DESCRIPTION
 EP0005
 EP0005'DESCRIBED BY US ENGINEERS 1943
 EP0005'17.8 MI NW FROM FT. SUMNER.
 EP0005'ABOUT 17.8 MILES NORTHWEST ALONG THE ABANDONED LOCATION OF U.S.
 EP0005'HIGHWAY 84 FROM THE ATCHISON, TOPEKA AND SANTA FE.  RAILWAY STATION AT
 EP0005'FORT SUMNER, DE BACA COUNTY, ABOUT 1.3 MILES SOUTH OF A WINDMILL AND
 EP0005'TANK, ABOUT 215 FEET SOUTH OF A CURVE, 105 FEET WEST OF THE CENTER
 EP0005'LINE OF THE ABANDONED HIGHWAY, 54 FEET NORTH OF A FENCE CORNER, AND 2
 EP0005'FEET EAST OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0150 ***********************************************************************
 CW0150  DESIGNATION -  E 11
 CW0150  PID         -  CW0150
 CW0150  STATE/COUNTY-  NM/EDDY
 CW0150  USGS QUAD   -  OTIS (1985)
 CW0150
 CW0150                         *CURRENT SURVEY CONTROL
 CW0150  ___________________________________________________________________
 CW0150* NAD 83(1986)-  32 21 03.     (N)    104 10 06.     (W)     SCALED    
 CW0150* NAVD 88     -       944.848  (meters)    3099.89   (feet)  POSTED    
 CW0150  ___________________________________________________________________
 CW0150  GEOID HEIGHT-         -24.59  (meters)                     GEOID03
 CW0150  DYNAMIC HT  -         943.490 (meters)    3095.43  (feet)  COMP
 CW0150  MODELED GRAV-     979,172.3   (mgal)                       NAVD 88
 CW0150
 CW0150  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 CW0150
 CW0150.The horizontal coordinates were scaled from a topographic map and have
 CW0150.an estimated accuracy of +/- 6 seconds.
 CW0150
 CW0150.The orthometric height was determined by differential leveling
 CW0150.and adjusted by the National Geodetic Survey in 1992..
 CW0150.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 CW0150.rate of 0.0 thru 1.0 mm/km.
 CW0150
 CW0150.The geoid height was determined by GEOID03.
 CW0150
 CW0150.The dynamic height is computed by dividing the NAVD 88
 CW0150.geopotential number by the normal gravity value computed on the
 CW0150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0150.degrees latitude (g = 980.6199 gals.).
 CW0150
 CW0150.The modeled gravity was interpolated from observed gravity values.
 CW0150
 CW0150;                    North         East    Units  Estimated Accuracy
 CW0150;SPC NM E     -   149,780.      180,530.      MT  (+/- 180 meters Scaled)
 CW0150
 CW0150                          SUPERSEDED SURVEY CONTROL
 CW0150
 CW0150.No superseded survey control is available for this station.
 CW0150
 CW0150_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SER782796(NAD 83)
 CW0150_MARKER: DB = BENCH MARK DISK
 CW0150_SETTING: 0 = UNSPECIFIED SETTING
 CW0150_STAMPING: 3098.372 E 11 1916
 CW0150_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CW0150
 CW0150  HISTORY     - Date     Condition        Report By
 CW0150  HISTORY     - 1916     MONUMENTED       CGS
 CW0150  HISTORY     - 1957     MARK NOT FOUND   NGS
 CW0150
 CW0150                          STATION DESCRIPTION
 CW0150
 CW0150'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 CW0150'6.0 MI S FROM CARLSBAD.
 CW0150'6.0 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 CW0150'THE STATION AT CARLSBAD, AT MILEPOST 189, 90 FEET WEST OF A ROAD
 CW0150'CROSSING, AND 52.5 FEET SOUTHWEST OF THE CENTERLINE OF THE MAIN TRACK.
 CW0150'NOTE-- A GAS COMPANY BUILDING IS ON THE LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0479 ***********************************************************************
 EO0479  DESIGNATION -  E 110
 EO0479  PID         -  EO0479
 EO0479  STATE/COUNTY-  NM/QUAY
 EO0479  USGS QUAD   -  RAGLAND (1987)
 EO0479
 EO0479                         *CURRENT SURVEY CONTROL
 EO0479  ___________________________________________________________________
 EO0479* NAD 83(1986)-  34 49 21.     (N)    103 38 13.     (W)     SCALED    
 EO0479* NAVD 88     -      1471.849  (meters)    4828.89   (feet)  ADJUSTED  
 EO0479  ___________________________________________________________________
 EO0479  GEOID HEIGHT-         -23.42  (meters)                     GEOID03
 EO0479  DYNAMIC HT  -        1469.919 (meters)    4822.56  (feet)  COMP
 EO0479  MODELED GRAV-     979,271.5   (mgal)                       NAVD 88
 EO0479
 EO0479  VERT ORDER  -  SECOND    CLASS 0
 EO0479
 EO0479.The horizontal coordinates were scaled from a topographic map and have
 EO0479.an estimated accuracy of +/- 6 seconds.
 EO0479
 EO0479.The orthometric height was determined by differential leveling
 EO0479.and adjusted by the National Geodetic Survey in June 1991..
 EO0479
 EO0479.The geoid height was determined by GEOID03.
 EO0479
 EO0479.The dynamic height is computed by dividing the NAVD 88
 EO0479.geopotential number by the normal gravity value computed on the
 EO0479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0479.degrees latitude (g = 980.6199 gals.).
 EO0479
 EO0479.The modeled gravity was interpolated from observed gravity values.
 EO0479
 EO0479;                    North         East    Units  Estimated Accuracy
 EO0479;SPC NM E     -   424,110.      228,700.      MT  (+/- 180 meters Scaled)
 EO0479
 EO0479                          SUPERSEDED SURVEY CONTROL
 EO0479
 EO0479  NGVD 29 (??/??/92) 1471.185  (m)         4826.71   (f) ADJ UNCH    2 0
 EO0479
 EO0479.Superseded values are not recommended for survey control.
 EO0479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0479.See file dsdata.txt to determine how the superseded data were derived.
 EO0479
 EO0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFU246542(NAD 83)
 EO0479_MARKER: DB = BENCH MARK DISK
 EO0479_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EO0479_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EO0479_STAMPING: E-110 1934
 EO0479_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EO0479+STABILITY: SURFACE MOTION
 EO0479
 EO0479  HISTORY     - Date     Condition        Report By
 EO0479  HISTORY     - 1934     MONUMENTED       CGS
 EO0479  HISTORY     - 1951     MARK NOT FOUND   LOCSUR
 EO0479
 EO0479                          STATION DESCRIPTION
 EO0479
 EO0479'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EO0479'6.0 MI E FROM RAGLAND.
 EO0479'6.0 MILES EAST OF RAGLAND AT JUNCTION OF STATE HIGHWAYS 18 AND 88. 150
 EO0479'FEET WEST OF FENCE CORNER.  2 FEET SOUTH OF FENCE LINE.  45 FEET NORTH
 EO0479'OF CENTERLINE OF STATE HIGHWAY 18.
 EO0479
 EO0479                          STATION RECOVERY (1951)
 EO0479
 EO0479'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1951
 EO0479'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0671 ***********************************************************************
 FM0671  DESIGNATION -  E 112
 FM0671  PID         -  FM0671
 FM0671  STATE/COUNTY-  NM/QUAY
 FM0671  USGS QUAD   -  LESBIA (1968)
 FM0671
 FM0671                         *CURRENT SURVEY CONTROL
 FM0671  ___________________________________________________________________
 FM0671* NAD 83(1986)-  35 08 36.     (N)    103 30 40.     (W)     SCALED    
 FM0671* NAVD 88     -      1200.247  (meters)    3937.81   (feet)  ADJUSTED  
 FM0671  ___________________________________________________________________
 FM0671  GEOID HEIGHT-         -23.46  (meters)                     GEOID03
 FM0671  DYNAMIC HT  -        1198.760 (meters)    3932.93  (feet)  COMP
 FM0671  MODELED GRAV-     979,354.0   (mgal)                       NAVD 88
 FM0671
 FM0671  VERT ORDER  -  SECOND    CLASS 0
 FM0671
 FM0671.The horizontal coordinates were scaled from a topographic map and have
 FM0671.an estimated accuracy of +/- 6 seconds.
 FM0671
 FM0671.The orthometric height was determined by differential leveling
 FM0671.and adjusted by the National Geodetic Survey in June 1991..
 FM0671
 FM0671.The geoid height was determined by GEOID03.
 FM0671
 FM0671.The dynamic height is computed by dividing the NAVD 88
 FM0671.geopotential number by the normal gravity value computed on the
 FM0671.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0671.degrees latitude (g = 980.6199 gals.).
 FM0671
 FM0671.The modeled gravity was interpolated from observed gravity values.
 FM0671
 FM0671;                    North         East    Units  Estimated Accuracy
 FM0671;SPC NM E     -   459,790.      239,920.      MT  (+/- 180 meters Scaled)
 FM0671
 FM0671                          SUPERSEDED SURVEY CONTROL
 FM0671
 FM0671  NGVD 29 (??/??/92) 1199.662  (m)         3935.89   (f) ADJ UNCH    2 0
 FM0671
 FM0671.Superseded values are not recommended for survey control.
 FM0671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0671.See file dsdata.txt to determine how the superseded data were derived.
 FM0671
 FM0671_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFU356899(NAD 83)
 FM0671_MARKER: DB = BENCH MARK DISK
 FM0671_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0671_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0671_STAMPING: E 112 1934
 FM0671_PROJECTION: FLUSH
 FM0671_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0671+STABILITY: SURFACE MOTION
 FM0671
 FM0671  HISTORY     - Date     Condition        Report By
 FM0671  HISTORY     - 1934     MONUMENTED       CGS
 FM0671  HISTORY     - 19990202 MARK NOT FOUND   NGS
 FM0671
 FM0671                          STATION DESCRIPTION
 FM0671
 FM0671'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FM0671'10.9 MI W FROM SAN JON.
 FM0671'10.9 MILES WEST OF ROCK ISLAND RR DEPOT AT SAN JON 310 FEET NORTHWEST
 FM0671'OF MILE POST 861.  2 FEET SOUTHWEST OF FENCE LINE.  98 FEET NORTHEAST
 FM0671'OF CENTERLINE OF ROCK ISLAND RAILROAD.
 FM0671
 FM0671                          STATION RECOVERY (1999)
 FM0671
 FM0671'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 FM0671'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0933 ***********************************************************************
 DS0933  DESIGNATION -  E 122
 DS0933  PID         -  DS0933
 DS0933  STATE/COUNTY-  NM/SOCORRO
 DS0933  USGS QUAD   -  KELLOG WELL (1965)
 DS0933
 DS0933                         *CURRENT SURVEY CONTROL
 DS0933  ___________________________________________________________________
 DS0933* NAD 83(1986)-  33 57 18.     (N)    107 39 47.     (W)     SCALED    
 DS0933* NAVD 88     -      2226.304  (meters)    7304.13   (feet)  ADJUSTED  
 DS0933  ___________________________________________________________________
 DS0933  GEOID HEIGHT-         -21.76  (meters)                     GEOID03
 DS0933  DYNAMIC HT  -        2222.774 (meters)    7292.55  (feet)  COMP
 DS0933  MODELED GRAV-     978,970.3   (mgal)                       NAVD 88
 DS0933
 DS0933  VERT ORDER  -  SECOND    CLASS 0
 DS0933
 DS0933.The horizontal coordinates were scaled from a topographic map and have
 DS0933.an estimated accuracy of +/- 6 seconds.
 DS0933
 DS0933.The orthometric height was determined by differential leveling
 DS0933.and adjusted by the National Geodetic Survey in June 1991..
 DS0933
 DS0933.The geoid height was determined by GEOID03.
 DS0933
 DS0933.The dynamic height is computed by dividing the NAVD 88
 DS0933.geopotential number by the normal gravity value computed on the
 DS0933.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0933.degrees latitude (g = 980.6199 gals.).
 DS0933
 DS0933.The modeled gravity was interpolated from observed gravity values.
 DS0933
 DS0933;                    North         East    Units  Estimated Accuracy
 DS0933;SPC NM C     -   328,560.      369,390.      MT  (+/- 180 meters Scaled)
 DS0933
 DS0933                          SUPERSEDED SURVEY CONTROL
 DS0933
 DS0933  NGVD 29 (??/??/92) 2225.357  (m)         7301.03   (f) ADJ UNCH    2 0
 DS0933
 DS0933.Superseded values are not recommended for survey control.
 DS0933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0933.See file dsdata.txt to determine how the superseded data were derived.
 DS0933
 DS0933_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBT539603(NAD 83)
 DS0933_MARKER: DB = BENCH MARK DISK
 DS0933_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0933_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0933_STAMPING: E-122 1934
 DS0933_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0933+STABILITY: SURFACE MOTION
 DS0933
 DS0933  HISTORY     - Date     Condition        Report By
 DS0933  HISTORY     - 1934     MONUMENTED       CGS
 DS0933
 DS0933                          STATION DESCRIPTION
 DS0933
 DS0933'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DS0933'15.1 MI E FROM DATIL.
 DS0933'15.1 MI. E. ALONG U.S. NO. 60 AND 9.0 MI. S. ON ROAD TO BEAVERHEAD
 DS0933'ABOUT 100 YDS. S. OF A ROCKY LEDGE THAT A FENCE PASSES OVER, AND 25
 DS0933'FT. N.W. OF THE CENTER LINE OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0060 ***********************************************************************
 DT0060  DESIGNATION -  E 123
 DT0060  PID         -  DT0060
 DT0060  STATE/COUNTY-  NM/CATRON
 DT0060  USGS QUAD   -  SPRING CANYON (1967)
 DT0060
 DT0060                         *CURRENT SURVEY CONTROL
 DT0060  ___________________________________________________________________
 DT0060* NAD 83(1986)-  33 26 58.     (N)    108 07 09.     (W)     SCALED    
 DT0060* NAVD 88     -      2074.710  (meters)    6806.78   (feet)  ADJUSTED  
 DT0060  ___________________________________________________________________
 DT0060  GEOID HEIGHT-         -22.41  (meters)                     GEOID03
 DT0060  DYNAMIC HT  -        2071.395 (meters)    6795.90  (feet)  COMP
 DT0060  MODELED GRAV-     978,965.0   (mgal)                       NAVD 88
 DT0060
 DT0060  VERT ORDER  -  SECOND    CLASS 0
 DT0060
 DT0060.The horizontal coordinates were scaled from a topographic map and have
 DT0060.an estimated accuracy of +/- 6 seconds.
 DT0060
 DT0060.The orthometric height was determined by differential leveling
 DT0060.and adjusted by the National Geodetic Survey in June 1991..
 DT0060
 DT0060.The geoid height was determined by GEOID03.
 DT0060
 DT0060.The dynamic height is computed by dividing the NAVD 88
 DT0060.geopotential number by the normal gravity value computed on the
 DT0060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0060.degrees latitude (g = 980.6199 gals.).
 DT0060
 DT0060.The modeled gravity was interpolated from observed gravity values.
 DT0060
 DT0060;                    North         East    Units  Estimated Accuracy
 DT0060;SPC NM W     -   271,640.      803,430.      MT  (+/- 180 meters Scaled)
 DT0060
 DT0060                          SUPERSEDED SURVEY CONTROL
 DT0060
 DT0060  NGVD 29 (??/??/92) 2073.789  (m)         6803.76   (f) ADJ UNCH    2 0
 DT0060
 DT0060.Superseded values are not recommended for survey control.
 DT0060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0060.See file dsdata.txt to determine how the superseded data were derived.
 DT0060
 DT0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYC677048(NAD 83)
 DT0060_MARKER: DB = BENCH MARK DISK
 DT0060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DT0060_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DT0060_STAMPING: E-123 1934
 DT0060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DT0060+STABILITY: SURFACE MOTION
 DT0060
 DT0060  HISTORY     - Date     Condition        Report By
 DT0060  HISTORY     - 1934     MONUMENTED       CGS
 DT0060  HISTORY     - 1941     GOOD             NGS
 DT0060
 DT0060                          STATION DESCRIPTION
 DT0060
 DT0060'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DT0060'IN BEAVERHEAD RANGER STA.
 DT0060'AT THE E. ENTRANCE OF BEAVERHEAD RANGER STA. DRIVEWAY, 16 FT. N OF THE
 DT0060'CENTER LINE OF A CATTLE GUARD, 32 FT. W. OF THE CENTER LINE OF ROAD TO
 DT0060'BEAVERHEAD LODGE, AND 7 FT. E. OF THE FENCE LINE.
 DT0060
 DT0060                          STATION RECOVERY (1941)
 DT0060
 DT0060'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1941
 DT0060'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0849 ***********************************************************************
 CY0849  DESIGNATION -  E 124
 CY0849  PID         -  CY0849
 CY0849  STATE/COUNTY-  NM/GRANT
 CY0849  USGS QUAD   -  ALLIE CANYON (1992)
 CY0849
 CY0849                         *CURRENT SURVEY CONTROL
 CY0849  ___________________________________________________________________
 CY0849* NAD 83(1986)-  32 59 24.     (N)    108 02 56.     (W)     SCALED    
 CY0849* NAVD 88     -      2147.523  (meters)    7045.66   (feet)  ADJUSTED  
 CY0849  ___________________________________________________________________
 CY0849  GEOID HEIGHT-         -22.97  (meters)                     GEOID03
 CY0849  DYNAMIC HT  -        2144.079 (meters)    7034.37  (feet)  COMP
 CY0849  MODELED GRAV-     978,955.9   (mgal)                       NAVD 88
 CY0849
 CY0849  VERT ORDER  -  SECOND    CLASS 0
 CY0849
 CY0849.The horizontal coordinates were scaled from a topographic map and have
 CY0849.an estimated accuracy of +/- 6 seconds.
 CY0849
 CY0849.The orthometric height was determined by differential leveling
 CY0849.and adjusted by the National Geodetic Survey in June 1991..
 CY0849
 CY0849.The geoid height was determined by GEOID03.
 CY0849
 CY0849.The dynamic height is computed by dividing the NAVD 88
 CY0849.geopotential number by the normal gravity value computed on the
 CY0849.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0849.degrees latitude (g = 980.6199 gals.).
 CY0849
 CY0849.The modeled gravity was interpolated from observed gravity values.
 CY0849
 CY0849;                    North         East    Units  Estimated Accuracy
 CY0849;SPC NM W     -   220,670.      809,860.      MT  (+/- 180 meters Scaled)
 CY0849
 CY0849                          SUPERSEDED SURVEY CONTROL
 CY0849
 CY0849  NGVD 29 (??/??/92) 2146.620  (m)         7042.70   (f) ADJ UNCH    2 0
 CY0849
 CY0849.Superseded values are not recommended for survey control.
 CY0849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0849.See file dsdata.txt to determine how the superseded data were derived.
 CY0849
 CY0849_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYB757540(NAD 83)
 CY0849_MARKER: DB = BENCH MARK DISK
 CY0849_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0849_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0849_STAMPING: E-124 1934
 CY0849_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0849+STABILITY: SURFACE MOTION
 CY0849
 CY0849  HISTORY     - Date     Condition        Report By
 CY0849  HISTORY     - 1934     MONUMENTED       CGS
 CY0849
 CY0849                          STATION DESCRIPTION
 CY0849
 CY0849'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CY0849'11.5 MI N FROM MIMBRES.
 CY0849'11.5 MI. N. ALONG ROAD TO BEAVERHEAD.  AT THE SUMMIT OF MIMBRES GRADE,
 CY0849'AND 17 FT. E. OF THE CENTER LINE OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1067 ***********************************************************************
 CX1067  DESIGNATION -  E 125
 CX1067  PID         -  CX1067
 CX1067  STATE/COUNTY-  NM/LUNA
 CX1067  USGS QUAD   -  SPALDING (1964)
 CX1067
 CX1067                         *CURRENT SURVEY CONTROL
 CX1067  ___________________________________________________________________
 CX1067* NAD 83(1986)-  32 28 41.     (N)    107 53 18.     (W)     SCALED    
 CX1067* NAVD 88     -      1483.600  (meters)    4867.44   (feet)  POSTED    
 CX1067  ___________________________________________________________________
 CX1067  GEOID HEIGHT-         -24.18  (meters)                     GEOID03
 CX1067  DYNAMIC HT  -        1481.340 (meters)    4860.03  (feet)  COMP
 CX1067  MODELED GRAV-     979,062.6   (mgal)                       NAVD 88
 CX1067
 CX1067  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 CX1067
 CX1067.The horizontal coordinates were scaled from a topographic map and have
 CX1067.an estimated accuracy of +/- 6 seconds.
 CX1067
 CX1067.The orthometric height was determined by differential leveling
 CX1067.and adjusted by the National Geodetic Survey in 1992..
 CX1067.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 CX1067.rate of 2.1 thru 3.0 mm/km.
 CX1067
 CX1067.The geoid height was determined by GEOID03.
 CX1067
 CX1067.The dynamic height is computed by dividing the NAVD 88
 CX1067.geopotential number by the normal gravity value computed on the
 CX1067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX1067.degrees latitude (g = 980.6199 gals.).
 CX1067
 CX1067.The modeled gravity was interpolated from observed gravity values.
 CX1067
 CX1067;                    North         East    Units  Estimated Accuracy
 CX1067;SPC NM W     -   163,880.      824,830.      MT  (+/- 180 meters Scaled)
 CX1067
 CX1067                          SUPERSEDED SURVEY CONTROL
 CX1067
 CX1067  NGVD 29 (??/??/92) 1482.806  (m)         4864.84   (f) ADJ UNCH    2 0
 CX1067
 CX1067.Superseded values are not recommended for survey control.
 CX1067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1067.See file dsdata.txt to determine how the superseded data were derived.
 CX1067
 CX1067_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBR285971(NAD 83)
 CX1067_MARKER: DB = BENCH MARK DISK
 CX1067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX1067_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CX1067_STAMPING: E 125 1934
 CX1067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX1067+STABILITY: SURFACE MOTION
 CX1067
 CX1067  HISTORY     - Date     Condition        Report By
 CX1067  HISTORY     - 1934     MONUMENTED       CGS
 CX1067  HISTORY     - 1953     GOOD             NGS
 CX1067
 CX1067                          STATION DESCRIPTION
 CX1067
 CX1067'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CX1067'14.6 MI S FROM DWYER.
 CX1067'14.6 MILES SOUTH ALONG NEW MEXICO STATE HIGHWAY 61 FROM THE GRADE
 CX1067'SCHOOL AT DWYER, 0.6 MILE SOUTH OF A CATTLE GUARD, 24 FEET WEST OF THE
 CX1067'CENTER LINE OF THE HIGHWAY, 3.0 FEET SOUTH OF A WITNESS POST, ABOUT
 CX1067'LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 CX1067'PROJECTING 1.0 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0070 ***********************************************************************
 CY0070  DESIGNATION -  E 126
 CY0070  PID         -  CY0070
 CY0070  STATE/COUNTY-  NM/GRANT
 CY0070  USGS QUAD   -  TYRONE (1992)
 CY0070
 CY0070                         *CURRENT SURVEY CONTROL
 CY0070  ___________________________________________________________________
 CY0070* NAD 83(1986)-  32 40 04.     (N)    108 20 22.     (W)     SCALED    
 CY0070* NAVD 88     -      1897.11   (+/-2cm)    6224.1    (feet)  VERTCON   
 CY0070  ___________________________________________________________________
 CY0070  GEOID HEIGHT-         -24.19  (meters)                     GEOID03
 CY0070
 CY0070  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CY0070
 CY0070.The horizontal coordinates were scaled from a topographic map and have
 CY0070.an estimated accuracy of +/- 6 seconds.
 CY0070
 CY0070.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0070.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0070.The vertical order pertains to the NGVD 29 superseded value.
 CY0070
 CY0070.The geoid height was determined by GEOID03.
 CY0070
 CY0070;                    North         East    Units  Estimated Accuracy
 CY0070;SPC NM W     -   185,030.      782,530.      MT  (+/- 180 meters Scaled)
 CY0070
 CY0070                          SUPERSEDED SURVEY CONTROL
 CY0070
 CY0070  NGVD 29 (??/??/92) 1896.165  (m)         6221.00   (f) ADJ UNCH    2 0
 CY0070
 CY0070.Superseded values are not recommended for survey control.
 CY0070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0070.See file dsdata.txt to determine how the superseded data were derived.
 CY0070
 CY0070_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYB495175(NAD 83)
 CY0070_MARKER: DB = BENCH MARK DISK
 CY0070_SETTING: 66 = SET IN ROCK OUTCROP
 CY0070_SP_SET: ROCK OUTCROP
 CY0070_STAMPING: E 126 1934
 CY0070_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CY0070+STABILITY: POSITION/ELEVATION WELL
 CY0070
 CY0070  HISTORY     - Date     Condition        Report By
 CY0070  HISTORY     - 1934     MONUMENTED       CGS
 CY0070  HISTORY     - 1953     MARK NOT FOUND   NGS
 CY0070
 CY0070                          STATION DESCRIPTION
 CY0070
 CY0070'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CY0070'8.2 MI SW FROM SIVER CITY.
 CY0070'8.2 MILES SOUTHWEST ALONG STATE HIGHWAY 180 FROM THE COURTHOUSE AT
 CY0070'SILVER CITY, GRANT COUNTY, AT A POINT WHERE THE OLD HIGHWAY IS ABOUT
 CY0070'78 FEET WEST OF THE NEW HIGHWAY, AT THE NORTH APPROACH TO THE FORMER
 CY0070'WOODEN BRIDGE ON THE OLD HIGHWAY, 52 FEET NORTHEAST OF THE CENTER LINE
 CY0070'OF A WASH, 35 FEET WEST OF THE CENTER LINE OF THE NEW HIGHWAY, AND IN
 CY0070'THE NORTH EDGE OF A ROCK OUTCROP.  A STANDARD DISK, STAMPED E 126
 CY0070'1934.  NOTE-- THIS MARK IS COVERED OVER WITH 5 FEET OF DIRT AND ROCKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1147 ***********************************************************************
 CX1147  DESIGNATION -  E 127
 CX1147  PID         -  CX1147
 CX1147  STATE/COUNTY-  NM/SIERRA
 CX1147  USGS QUAD   -  HILLSBORO PEAK (1985)
 CX1147
 CX1147                         *CURRENT SURVEY CONTROL
 CX1147  ___________________________________________________________________
 CX1147* NAD 83(1986)-  32 54 42.     (N)    107 47 30.     (W)     SCALED    
 CX1147* NAVD 88     -      2212.180  (meters)    7257.79   (feet)  ADJUSTED  
 CX1147  ___________________________________________________________________
 CX1147  GEOID HEIGHT-         -22.83  (meters)                     GEOID03
 CX1147  DYNAMIC HT  -        2208.504 (meters)    7245.73  (feet)  COMP
 CX1147  MODELED GRAV-     978,896.8   (mgal)                       NAVD 88
 CX1147
 CX1147  VERT ORDER  -  SECOND    CLASS 0
 CX1147
 CX1147.The horizontal coordinates were scaled from a topographic map and have
 CX1147.an estimated accuracy of +/- 6 seconds.
 CX1147
 CX1147.The orthometric height was determined by differential leveling
 CX1147.and adjusted by the National Geodetic Survey in June 1991..
 CX1147
 CX1147.The geoid height was determined by GEOID03.
 CX1147
 CX1147.The dynamic height is computed by dividing the NAVD 88
 CX1147.geopotential number by the normal gravity value computed on the
 CX1147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX1147.degrees latitude (g = 980.6199 gals.).
 CX1147
 CX1147.The modeled gravity was interpolated from observed gravity values.
 CX1147
 CX1147;                    North         East    Units  Estimated Accuracy
 CX1147;SPC NM W     -   211,960.      833,900.      MT  (+/- 180 meters Scaled)
 CX1147
 CX1147                          SUPERSEDED SURVEY CONTROL
 CX1147
 CX1147  NGVD 29 (??/??/92) 2211.180  (m)         7254.51   (f) ADJ UNCH    2 0
 CX1147
 CX1147.Superseded values are not recommended for survey control.
 CX1147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1147.See file dsdata.txt to determine how the superseded data were derived.
 CX1147
 CX1147_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBS389449(NAD 83)
 CX1147_MARKER: DB = BENCH MARK DISK
 CX1147_SETTING: 66 = SET IN ROCK OUTCROP
 CX1147_SP_SET: SET IN ROCK OUTCROP
 CX1147_STAMPING: E-127 1934
 CX1147_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CX1147+STABILITY: POSITION/ELEVATION WELL
 CX1147
 CX1147  HISTORY     - Date     Condition        Report By
 CX1147  HISTORY     - 1934     MONUMENTED       CGS
 CX1147
 CX1147                          STATION DESCRIPTION
 CX1147
 CX1147'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CX1147'10.4 MI SW FROM KINGSTON.
 CX1147'10.4 MI. S.W. ALONG STATE HWY NO. 180.  26 FT. N. OF THE CENTER LINE
 CX1147'OF A CREEK THAT RUNS W., 40 YDS. W. OF AN OLD MINE SHAFT ON N. SIDE OF
 CX1147'CREEK, 12 FT. N. OF FOREST SERVICE TRAIL, AND SET VERTICALLY IN S.E.
 CX1147'EDGE OF A ROCK WHICH IS ABOUT 25 FT. HIGH.  NOTE-- B.M. WILL BE ABOUT
 CX1147'60 FT FROM THE CENTERLINE OF THE PROPOSED HWY, BUT WILL PROBABLY BE
 CX1147'TORN OUT WHEN HWY IS BUILT (AS THEY WILL HAVE TO DO A LOT OF BLASTING
 CX1147'ON THE RIDGE THE BENCH MARK IS SET IN, THE RIDGE WILL HAVE TO BE
 CX1147'BLASTED OUT FOR THE NEW ROAD.  MARK MAY REMAIN BUT IT IS VERY
 CX1147'DOUBTFUL.)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0040 ***********************************************************************
 DT0040  DESIGNATION -  E 128
 DT0040  PID         -  DT0040
 DT0040  STATE/COUNTY-  NM/CATRON
 DT0040  USGS QUAD   -  O BAR O CANYON WEST (1981)
 DT0040
 DT0040                         *CURRENT SURVEY CONTROL
 DT0040  ___________________________________________________________________
 DT0040* NAD 83(1986)-  33 33 22.     (N)    108 20 03.     (W)     SCALED    
 DT0040* NAVD 88     -      2284.612  (meters)    7495.43   (feet)  ADJUSTED  
 DT0040  ___________________________________________________________________
 DT0040  GEOID HEIGHT-         -22.33  (meters)                     GEOID03
 DT0040  DYNAMIC HT  -        2280.859 (meters)    7483.12  (feet)  COMP
 DT0040  MODELED GRAV-     978,912.4   (mgal)                       NAVD 88
 DT0040
 DT0040  VERT ORDER  -  SECOND    CLASS 0
 DT0040
 DT0040.The horizontal coordinates were scaled from a topographic map and have
 DT0040.an estimated accuracy of +/- 6 seconds.
 DT0040
 DT0040.The orthometric height was determined by differential leveling
 DT0040.and adjusted by the National Geodetic Survey in June 1991..
 DT0040
 DT0040.The geoid height was determined by GEOID03.
 DT0040
 DT0040.The dynamic height is computed by dividing the NAVD 88
 DT0040.geopotential number by the normal gravity value computed on the
 DT0040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0040.degrees latitude (g = 980.6199 gals.).
 DT0040
 DT0040.The modeled gravity was interpolated from observed gravity values.
 DT0040
 DT0040;                    North         East    Units  Estimated Accuracy
 DT0040;SPC NM W     -   283,540.      783,500.      MT  (+/- 180 meters Scaled)
 DT0040
 DT0040                          SUPERSEDED SURVEY CONTROL
 DT0040
 DT0040  NGVD 29 (??/??/92) 2283.564  (m)         7491.99   (f) ADJ UNCH    2 0
 DT0040
 DT0040.Superseded values are not recommended for survey control.
 DT0040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0040.See file dsdata.txt to determine how the superseded data were derived.
 DT0040
 DT0040_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYC474161(NAD 83)
 DT0040_MARKER: DB = BENCH MARK DISK
 DT0040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DT0040_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DT0040_STAMPING: E-128 1934
 DT0040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DT0040+STABILITY: SURFACE MOTION
 DT0040
 DT0040  HISTORY     - Date     Condition        Report By
 DT0040  HISTORY     - 1934     MONUMENTED       CGS
 DT0040  HISTORY     - 1975     GOOD             USGS
 DT0040
 DT0040                          STATION DESCRIPTION
 DT0040
 DT0040'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DT0040'16.8 MI NW FROM BEAVERHEAD R STA.
 DT0040'16.8 MI. NW OF BEAVERHEAD RANGER STATION, ON ROAD TO MOGOLLON.  32 FT.
 DT0040'N. OF THE CENTERLINE OF THE ROAD, AND ABOUT 4 FT. ABOVE THE ROAD
 DT0040'SURFACE.
 DT0040
 DT0040                          STATION RECOVERY (1975)
 DT0040
 DT0040'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 DT0040'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0190 ***********************************************************************
 CY0190  DESIGNATION -  E 129
 CY0190  PID         -  CY0190
 CY0190  STATE/COUNTY-  NM/HIDALGO
 CY0190  USGS QUAD   -  SUMMIT (1964)
 CY0190
 CY0190                         *CURRENT SURVEY CONTROL
 CY0190  ___________________________________________________________________
 CY0190* NAD 83(1986)-  32 29 41.     (N)    108 59 42.     (W)     SCALED    
 CY0190* NAVD 88     -      1275.08   (+/-2cm)    4183.3    (feet)  VERTCON   
 CY0190  ___________________________________________________________________
 CY0190  GEOID HEIGHT-         -26.01  (meters)                     GEOID03
 CY0190
 CY0190  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CY0190
 CY0190.The horizontal coordinates were scaled from a topographic map and have
 CY0190.an estimated accuracy of +/- 6 seconds.
 CY0190
 CY0190.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0190.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0190.The vertical order pertains to the NGVD 29 superseded value.
 CY0190
 CY0190.The geoid height was determined by GEOID03.
 CY0190
 CY0190;                    North         East    Units  Estimated Accuracy
 CY0190;SPC NM W     -   166,320.      720,830.      MT  (+/- 180 meters Scaled)
 CY0190
 CY0190                          SUPERSEDED SURVEY CONTROL
 CY0190
 CY0190  NGVD 29 (??/??/92) 1274.353  (m)         4180.94   (f) ADJ UNCH    2 0
 CY0190
 CY0190.Superseded values are not recommended for survey control.
 CY0190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0190.See file dsdata.txt to determine how the superseded data were derived.
 CY0190
 CY0190_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA883970(NAD 83)
 CY0190_MARKER: DB = BENCH MARK DISK
 CY0190_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0190_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0190_STAMPING: E 129 1934
 CY0190_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0190+STABILITY: SURFACE MOTION
 CY0190
 CY0190  HISTORY     - Date     Condition        Report By
 CY0190  HISTORY     - 1934     MONUMENTED       CGS
 CY0190  HISTORY     - 1953     GOOD             NGS
 CY0190
 CY0190                          STATION DESCRIPTION
 CY0190
 CY0190'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CY0190'20.7 MI NW FROM LORDSBURG.
 CY0190'20.7 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC RAILWAY FROM THE
 CY0190'STATION AT LORDSBURG, 3 1/2 POLES SOUTHEAST OF MILEPOST 1167, 47.0
 CY0190'FEET NORTHEAST OF THE NORTHWEST CORNER OF BRIDGE 1166.86, 38.0 FEET
 CY0190'NORTHEAST OF THE NORTHEAST RAIL OF THE TRACK, 3.0 FEET SOUTHWEST OF A
 CY0190'WITNESS POST, ABOUT LEVEL WITH THE TRACK, AND SET IN THE TOP OF A
 CY0190'CONCRETE POST PROJECTING 0.8 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0640 ***********************************************************************
 FM0640  DESIGNATION -  E 13
 FM0640  PID         -  FM0640
 FM0640  STATE/COUNTY-  NM/QUAY
 FM0640  USGS QUAD   -  QUEMADO HILLS (1968)
 FM0640
 FM0640                         *CURRENT SURVEY CONTROL
 FM0640  ___________________________________________________________________
 FM0640* NAD 83(1986)-  35 07 13.     (N)    103 58 31.     (W)     SCALED    
 FM0640* NAVD 88     -      1298.665  (meters)    4260.70   (feet)  ADJUSTED  
 FM0640  ___________________________________________________________________
 FM0640  GEOID HEIGHT-         -23.01  (meters)                     GEOID03
 FM0640  DYNAMIC HT  -        1297.017 (meters)    4255.30  (feet)  COMP
 FM0640  MODELED GRAV-     979,320.5   (mgal)                       NAVD 88
 FM0640
 FM0640  VERT ORDER  -  FIRST     CLASS II
 FM0640
 FM0640.The horizontal coordinates were scaled from a topographic map and have
 FM0640.an estimated accuracy of +/- 6 seconds.
 FM0640
 FM0640.The orthometric height was determined by differential leveling
 FM0640.and adjusted by the National Geodetic Survey in June 1991..
 FM0640
 FM0640.The geoid height was determined by GEOID03.
 FM0640
 FM0640.The dynamic height is computed by dividing the NAVD 88
 FM0640.geopotential number by the normal gravity value computed on the
 FM0640.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0640.degrees latitude (g = 980.6199 gals.).
 FM0640
 FM0640.The modeled gravity was interpolated from observed gravity values.
 FM0640
 FM0640;                    North         East    Units  Estimated Accuracy
 FM0640;SPC NM E     -   456,980.      197,640.      MT  (+/- 180 meters Scaled)
 FM0640
 FM0640                          SUPERSEDED SURVEY CONTROL
 FM0640
 FM0640  NGVD 29 (??/??/92) 1298.035  (m)         4258.64   (f) ADJ UNCH    1 2
 FM0640
 FM0640.Superseded values are not recommended for survey control.
 FM0640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0640.See file dsdata.txt to determine how the superseded data were derived.
 FM0640
 FM0640_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEU933868(NAD 83)
 FM0640_MARKER: DB = BENCH MARK DISK
 FM0640_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0640_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0640_STAMPING: 4258.636 E 13 1927
 FM0640_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0640+STABILITY: SURFACE MOTION
 FM0640
 FM0640  HISTORY     - Date     Condition        Report By
 FM0640  HISTORY     - 1927     MONUMENTED       CGS
 FM0640  HISTORY     - 1966     GOOD             NGS
 FM0640
 FM0640                          STATION DESCRIPTION
 FM0640
 FM0640'DESCRIBED BY COAST AND GEODETIC SURVEY 1927
 FM0640'5.3 MI NE FROM MONTOYA.
 FM0640'70 FT. SOUTHEAST OF CENTERLINE OF S.P. RY. TRACKS AND 193 FEET
 FM0640'SOUTHWEST OF MILE POST 1612.  30 FEET NORTH WEST OF RIGHT-OF-WAY
 FM0640'FENCE.  EXTENDS 3.5 FT. INTO GROUND.
 FM0640
 FM0640                          STATION RECOVERY (1966)
 FM0640
 FM0640'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 FM0640'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0985 ***********************************************************************
 DS0985  DESIGNATION -  E 130
 DS0985  PID         -  DS0985
 DS0985  STATE/COUNTY-  NM/SOCORRO
 DS0985  USGS QUAD   -  WAHOO RANCH (1965)
 DS0985
 DS0985                         *CURRENT SURVEY CONTROL
 DS0985  ___________________________________________________________________
 DS0985* NAD 83(1986)-  33 31 58.     (N)    107 39 02.     (W)     SCALED    
 DS0985* NAVD 88     -      1984.741  (meters)    6511.60   (feet)  ADJUSTED  
 DS0985  ___________________________________________________________________
 DS0985  GEOID HEIGHT-         -22.33  (meters)                     GEOID03
 DS0985  DYNAMIC HT  -        1981.592 (meters)    6501.27  (feet)  COMP
 DS0985  MODELED GRAV-     978,980.0   (mgal)                       NAVD 88
 DS0985
 DS0985  VERT ORDER  -  SECOND    CLASS 0
 DS0985
 DS0985.The horizontal coordinates were scaled from a topographic map and have
 DS0985.an estimated accuracy of +/- 6 seconds.
 DS0985
 DS0985.The orthometric height was determined by differential leveling
 DS0985.and adjusted by the National Geodetic Survey in June 1991..
 DS0985
 DS0985.The geoid height was determined by GEOID03.
 DS0985
 DS0985.The dynamic height is computed by dividing the NAVD 88
 DS0985.geopotential number by the normal gravity value computed on the
 DS0985.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0985.degrees latitude (g = 980.6199 gals.).
 DS0985
 DS0985.The modeled gravity was interpolated from observed gravity values.
 DS0985
 DS0985;                    North         East    Units  Estimated Accuracy
 DS0985;SPC NM C     -   281,710.      369,910.      MT  (+/- 180 meters Scaled)
 DS0985
 DS0985                          SUPERSEDED SURVEY CONTROL
 DS0985
 DS0985  NGVD 29 (??/??/92) 1983.819  (m)         6508.58   (f) ADJ UNCH    2 0
 DS0985
 DS0985.Superseded values are not recommended for survey control.
 DS0985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0985.See file dsdata.txt to determine how the superseded data were derived.
 DS0985
 DS0985_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBT538135(NAD 83)
 DS0985_MARKER: DB = BENCH MARK DISK
 DS0985_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0985_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0985_STAMPING: E-130 1934
 DS0985_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0985+STABILITY: SURFACE MOTION
 DS0985
 DS0985  HISTORY     - Date     Condition        Report By
 DS0985  HISTORY     - 1934     MONUMENTED       CGS
 DS0985  HISTORY     - 1962     GOOD             THOMAS
 DS0985
 DS0985                          STATION DESCRIPTION
 DS0985
 DS0985'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DS0985'4.4 MI SW FROM OJO CALIENTE.
 DS0985'4.4 MI. S. W. ALONG ROAD TO BEAVERHEAD ABOUT 1/2 MI. S.W. OF A RANCH,
 DS0985'AND 40 FT. E. OF THE CENTERLINE OF THE ROAD.
 DS0985
 DS0985                          STATION RECOVERY (1962)
 DS0985
 DS0985'RECOVERY NOTE BY THOMAS ENG AND SURV 1962
 DS0985'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0224 ***********************************************************************
 CY0224  DESIGNATION -  E 131
 CY0224  PID         -  CY0224
 CY0224  STATE/COUNTY-  NM/HIDALGO
 CY0224  USGS QUAD   -  STEINS (1965)
 CY0224
 CY0224                         *CURRENT SURVEY CONTROL
 CY0224  ___________________________________________________________________
 CY0224* NAD 83(1986)-  32 12 29.     (N)    108 57 01.     (W)     SCALED    
 CY0224* NAVD 88     -      1290.68   (+/-2cm)    4234.5    (feet)  VERTCON   
 CY0224  ___________________________________________________________________
 CY0224  GEOID HEIGHT-         -26.12  (meters)                     GEOID03
 CY0224
 CY0224  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CY0224
 CY0224.The horizontal coordinates were scaled from a topographic map and have
 CY0224.an estimated accuracy of +/- 6 seconds.
 CY0224
 CY0224.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0224.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0224.The vertical order pertains to the NGVD 29 superseded value.
 CY0224
 CY0224.The geoid height was determined by GEOID03.
 CY0224
 CY0224;                    North         East    Units  Estimated Accuracy
 CY0224;SPC NM W     -   134,490.      724,700.      MT  (+/- 180 meters Scaled)
 CY0224
 CY0224                          SUPERSEDED SURVEY CONTROL
 CY0224
 CY0224  NGVD 29 (??/??/92) 1289.906  (m)         4231.97   (f) ADJ UNCH    2 0
 CY0224
 CY0224.Superseded values are not recommended for survey control.
 CY0224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0224.See file dsdata.txt to determine how the superseded data were derived.
 CY0224
 CY0224_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA931653(NAD 83)
 CY0224_MARKER: DB = BENCH MARK DISK
 CY0224_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0224_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0224_STAMPING: E 131 1934
 CY0224_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0224+STABILITY: SURFACE MOTION
 CY0224
 CY0224  HISTORY     - Date     Condition        Report By
 CY0224  HISTORY     - 1934     MONUMENTED       CGS
 CY0224  HISTORY     - 1953     GOOD             NGS
 CY0224
 CY0224                          STATION DESCRIPTION
 CY0224
 CY0224'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CY0224'4.65 MI S FROM STEINS.
 CY0224'0.3 MILES SOUTHEAST ALONG A GRAVELED ROAD FROM THE SOUTHERN PACIFIC
 CY0224'RAILWAY STATION AT STEINS, THENCE 2.3 MILES EAST ALONG NEW MEXICO
 CY0224'STATE HIGHWAY 14, THENCE 2.05 MILES SOUTH ALONG U. S. HIGHWAY 80. 0.1
 CY0224'MILE NORTH OF A GRAVELED ROAD LEADING EAST, 0.05 MILE NORTH OF A DIP,
 CY0224'117 FEET SOUTHEAST OF A TELEPHONE POLE, 104 FEET EAST OF THE CENTER
 CY0224'LINE OF THE HIGHWAY, 3.0 FEET SOUTH OF A WITNESS POST, ABOUT 2 FEET
 CY0224'BELOW THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 CY0224'0.8 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CF0001 ***********************************************************************
 CF0001  DESIGNATION -  E 132
 CF0001  PID         -  CF0001
 CF0001  STATE/COUNTY-  NM/HIDALGO
 CF0001  USGS QUAD   -  PLAYAS LAKE NORTH (1982)
 CF0001
 CF0001                         *CURRENT SURVEY CONTROL
 CF0001  ___________________________________________________________________
 CF0001* NAD 83(1986)-  31 58 44.     (N)    108 30 49.     (W)     SCALED    
 CF0001* NAVD 88     -      1376.79   (+/-2cm)    4517.0    (feet)  VERTCON   
 CF0001  ___________________________________________________________________
 CF0001  GEOID HEIGHT-         -25.30  (meters)                     GEOID03
 CF0001
 CF0001  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CF0001
 CF0001.The horizontal coordinates were scaled from a topographic map and have
 CF0001.an estimated accuracy of +/- 6 seconds.
 CF0001
 CF0001.The NAVD 88 height was computed by applying the VERTCON shift value to
 CF0001.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CF0001.The vertical order pertains to the NGVD 29 superseded value.
 CF0001
 CF0001.The geoid height was determined by GEOID03.
 CF0001
 CF0001;                    North         East    Units  Estimated Accuracy
 CF0001;SPC NM W     -   108,730.      765,710.      MT  (+/- 180 meters Scaled)
 CF0001
 CF0001                          SUPERSEDED SURVEY CONTROL
 CF0001
 CF0001  NGVD 29 (??/??/92) 1376.017  (m)         4514.48   (f) ADJ UNCH    2 0
 CF0001
 CF0001.Superseded values are not recommended for survey control.
 CF0001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0001.See file dsdata.txt to determine how the superseded data were derived.
 CF0001
 CF0001_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RYA349407(NAD 83)
 CF0001_MARKER: DB = BENCH MARK DISK
 CF0001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CF0001_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CF0001_STAMPING: E 132 1934
 CF0001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CF0001+STABILITY: SURFACE MOTION
 CF0001
 CF0001  HISTORY     - Date     Condition        Report By
 CF0001  HISTORY     - 1934     MONUMENTED       CGS
 CF0001  HISTORY     - 1953     GOOD             NGS
 CF0001
 CF0001                          STATION DESCRIPTION
 CF0001
 CF0001'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CF0001'12.7 MI W FROM HACHITA.
 CF0001'12.7 MILES WEST ALONG THE SOUTHERN PACIFIC RAILWAY FROM THE STATION AT
 CF0001'HACHITA, 0.1 MILE WEST OF THE EAST END OF A SIDE TRACK, 97 FEET NORTH
 CF0001'OF THE NORTH RAIL OF THE MAIN TRACK, 3.0 FEET SOUTH OF A FENCE, 3.0
 CF0001'FEET EAST OF A WITNESS POST, ABOUT 4 FEET HIGHER THAN THE TRACK, AND
 CF0001'SET IN THE TOP OF A CONCRETE POST PROJECTING 1.0 FOOT ABOVE THE
 CF0001'GROUND.  NOTE-- THIS BENCH MARK IS 1.8 MILES EAST OF BENCH MARK 4432
 CF0001'(U.S.G.S).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0294 ***********************************************************************
 CE0294  DESIGNATION -  E 133
 CE0294  PID         -  CE0294
 CE0294  STATE/COUNTY-  NM/LUNA
 CE0294  USGS QUAD   -  COYOTE HILL (1966)
 CE0294
 CE0294                         *CURRENT SURVEY CONTROL
 CE0294  ___________________________________________________________________
 CE0294* NAD 83(1986)-  31 48 30.     (N)    107 27 40.     (W)     SCALED    
 CE0294* NAVD 88     -      1210.354  (meters)    3970.97   (feet)  ADJUSTED  
 CE0294  ___________________________________________________________________
 CE0294  GEOID HEIGHT-         -24.83  (meters)                     GEOID03
 CE0294  DYNAMIC HT  -        1208.513 (meters)    3964.93  (feet)  COMP
 CE0294  MODELED GRAV-     979,077.0   (mgal)                       NAVD 88
 CE0294
 CE0294  VERT ORDER  -  SECOND    CLASS 0
 CE0294
 CE0294.The horizontal coordinates were scaled from a topographic map and have
 CE0294.an estimated accuracy of +/- 6 seconds.
 CE0294
 CE0294.The orthometric height was determined by differential leveling
 CE0294.and adjusted by the National Geodetic Survey in June 1991..
 CE0294
 CE0294.The geoid height was determined by GEOID03.
 CE0294
 CE0294.The dynamic height is computed by dividing the NAVD 88
 CE0294.geopotential number by the normal gravity value computed on the
 CE0294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0294.degrees latitude (g = 980.6199 gals.).
 CE0294
 CE0294.The modeled gravity was interpolated from observed gravity values.
 CE0294
 CE0294;                    North         East    Units  Estimated Accuracy
 CE0294;SPC NM W     -    89,680.      865,240.      MT  (+/- 180 meters Scaled)
 CE0294
 CE0294                          SUPERSEDED SURVEY CONTROL
 CE0294
 CE0294  NGVD 29 (??/??/92) 1209.782  (m)         3969.09   (f) ADJ UNCH    2 0
 CE0294
 CE0294.Superseded values are not recommended for survey control.
 CE0294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0294.See file dsdata.txt to determine how the superseded data were derived.
 CE0294
 CE0294_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RBR670218(NAD 83)
 CE0294_MARKER: DB = BENCH MARK DISK
 CE0294_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CE0294_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CE0294_STAMPING: E 133 1934
 CE0294_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CE0294+STABILITY: SURFACE MOTION
 CE0294
 CE0294  HISTORY     - Date     Condition        Report By
 CE0294  HISTORY     - 1934     MONUMENTED       CGS
 CE0294  HISTORY     - 1953     GOOD             NGS
 CE0294  HISTORY     - 1958     GOOD             DOD
 CE0294
 CE0294                          STATION DESCRIPTION
 CE0294
 CE0294'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CE0294'10.5 MI E FROM COLUMBUS.
 CE0294'10.5 MILES EAST ALONG THE SOUTHERN PACIFIC RAILWAY FROM THE STATION AT
 CE0294'COLUMBUS, 152 FEET NORTH OF MILE POST 1261, 97 FEET NORTH OF THE NORTH
 CE0294'RAIL OF THE TRACK, AT THE SOUTH EDGE OF A CLEAR ALKALI FLAT, 8 FEET
 CE0294'NORTH OF A ROW OF POLES, 2.0 FEET SOUTH OF THE NORTH RIGHT-OF-WAY
 CE0294'FENCE, 1.0 FOOT NORTH OF A REFERNECE POST, AND SET IN THE TOP OF A
 CE0294'CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 CE0294
 CE0294                          STATION RECOVERY (1958)
 CE0294
 CE0294'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1958
 CE0294'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1094 ***********************************************************************
 CX1094  DESIGNATION -  E 134
 CX1094  PID         -  CX1094
 CX1094  STATE/COUNTY-  NM/LUNA
 CX1094  USGS QUAD   -  DEMING EAST (1965)
 CX1094
 CX1094                         *CURRENT SURVEY CONTROL
 CX1094  ___________________________________________________________________
 CX1094* NAD 83(1986)-  32 17 14.     (N)    107 38 18.     (W)     SCALED    
 CX1094* NAVD 88     -      1297.164  (meters)    4255.78   (feet)  ADJUSTED  
 CX1094  ___________________________________________________________________
 CX1094  GEOID HEIGHT-         -24.44  (meters)                     GEOID03
 CX1094  DYNAMIC HT  -        1295.213 (meters)    4249.38  (feet)  COMP
 CX1094  MODELED GRAV-     979,090.7   (mgal)                       NAVD 88
 CX1094
 CX1094  VERT ORDER  -  SECOND    CLASS 0
 CX1094
 CX1094.The horizontal coordinates were scaled from a topographic map and have
 CX1094.an estimated accuracy of +/- 6 seconds.
 CX1094
 CX1094.The orthometric height was determined by differential leveling
 CX1094.and adjusted by the National Geodetic Survey in June 1991..
 CX1094
 CX1094.The geoid height was determined by GEOID03.
 CX1094
 CX1094.The dynamic height is computed by dividing the NAVD 88
 CX1094.geopotential number by the normal gravity value computed on the
 CX1094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX1094.degrees latitude (g = 980.6199 gals.).
 CX1094
 CX1094.The modeled gravity was interpolated from observed gravity values.
 CX1094
 CX1094;                    North         East    Units  Estimated Accuracy
 CX1094;SPC NM W     -   142,730.      848,370.      MT  (+/- 180 meters Scaled)
 CX1094
 CX1094                          SUPERSEDED SURVEY CONTROL
 CX1094
 CX1094  NGVD 29 (??/??/92) 1296.498  (m)         4253.59   (f) ADJ UNCH    2 0
 CX1094
 CX1094.Superseded values are not recommended for survey control.
 CX1094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1094.See file dsdata.txt to determine how the superseded data were derived.
 CX1094
 CX1094_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBR515753(NAD 83)
 CX1094_MARKER: DB = BENCH MARK DISK
 CX1094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX1094_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CX1094_STAMPING: E 134 1934
 CX1094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX1094+STABILITY: SURFACE MOTION
 CX1094
 CX1094  HISTORY     - Date     Condition        Report By
 CX1094  HISTORY     - 1934     MONUMENTED       CGS
 CX1094  HISTORY     - 1953     GOOD             NGS
 CX1094
 CX1094                          STATION DESCRIPTION
 CX1094
 CX1094'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CX1094'7.0 MI E FROM DEMING.
 CX1094'7.0 MILES EAST ALONG THE SOUTHERN PACIFIC RAILWAY FROM THE STATION AT
 CX1094'DEMING,4 POLES WEST OF SEMAPHORE 1215.2, 94 FEET SOUTH OF THE SOUTH
 CX1094'RAIL OF THE TRACK, 66 FEET SOUTHEAST OF MILEPOST 1215, 2.3 FEET NORTH
 CX1094'OF THE SOUTH RIGHT-OF-WAY FENCE, 1.0 FOOT SOUTH OF A REFERENCE POST,
 CX1094'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 CX1094'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0075 ***********************************************************************
 EQ0075  DESIGNATION -  E 135
 EQ0075  PID         -  EQ0075
 EQ0075  STATE/COUNTY-  NM/BERNALILLO
 EQ0075  USGS QUAD   -  ESCABOSA (1995)
 EQ0075
 EQ0075                         *CURRENT SURVEY CONTROL
 EQ0075  ___________________________________________________________________
 EQ0075* NAD 83(1986)-  34 56 09.     (N)    106 17 25.     (W)     SCALED    
 EQ0075* NAVD 88     -      2277.533  (meters)    7472.21   (feet)  ADJUSTED  
 EQ0075  ___________________________________________________________________
 EQ0075  GEOID HEIGHT-         -19.36  (meters)                     GEOID03
 EQ0075  DYNAMIC HT  -        2274.274 (meters)    7461.51  (feet)  COMP
 EQ0075  MODELED GRAV-     979,120.0   (mgal)                       NAVD 88
 EQ0075
 EQ0075  VERT ORDER  -  SECOND    CLASS 0
 EQ0075
 EQ0075.The horizontal coordinates were scaled from a topographic map and have
 EQ0075.an estimated accuracy of +/- 6 seconds.
 EQ0075
 EQ0075.The orthometric height was determined by differential leveling
 EQ0075.and adjusted by the National Geodetic Survey in June 1991..
 EQ0075
 EQ0075.The geoid height was determined by GEOID03.
 EQ0075
 EQ0075.The dynamic height is computed by dividing the NAVD 88
 EQ0075.geopotential number by the normal gravity value computed on the
 EQ0075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0075.degrees latitude (g = 980.6199 gals.).
 EQ0075
 EQ0075.The modeled gravity was interpolated from observed gravity values.
 EQ0075
 EQ0075;                    North         East    Units  Estimated Accuracy
 EQ0075;SPC NM C     -   436,460.      496,320.      MT  (+/- 180 meters Scaled)
 EQ0075
 EQ0075                          SUPERSEDED SURVEY CONTROL
 EQ0075
 EQ0075  NGVD 29 (??/??/92) 2276.643  (m)         7469.29   (f) ADJ UNCH    2 0
 EQ0075
 EQ0075.Superseded values are not recommended for survey control.
 EQ0075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0075.See file dsdata.txt to determine how the superseded data were derived.
 EQ0075
 EQ0075_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU821666(NAD 83)
 EQ0075_MARKER: DD = SURVEY DISK
 EQ0075_SETTING: 66 = SET IN ROCK OUTCROP
 EQ0075_SP_SET: ROCK
 EQ0075_STAMPING: E 135 1934
 EQ0075_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EQ0075+STABILITY: POSITION/ELEVATION WELL
 EQ0075
 EQ0075  HISTORY     - Date     Condition        Report By
 EQ0075  HISTORY     - 1934     MONUMENTED       USFS
 EQ0075  HISTORY     - 1935     GOOD             NGS
 EQ0075
 EQ0075                          STATION DESCRIPTION
 EQ0075
 EQ0075'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 EQ0075'1.8 MI S FROM YRISARRI.
 EQ0075'1.8 MI. S. ALONG ROAD TO CHILILI ABOUT 1/2 MI. N. OF ESCABOSA, ON TOP
 EQ0075'OF A HILL AT THE S. END OF A LARGE CUT, 33 FT. E. OF THE CENTER LINE
 EQ0075'OF THE ROAD, AND 10 FT. W. OF A CLUSTER OF SMALL TREES IN THE RIGHT OF
 EQ0075'WAY, SET FLUSH WITH THE LEVEL OF THE ROAD IN A ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0384 ***********************************************************************
 FN0384  DESIGNATION -  E 136
 FN0384  PID         -  FN0384
 FN0384  STATE/COUNTY-  NM/SAN MIGUEL
 FN0384  USGS QUAD   -  ROSILLA PEAK (1961)
 FN0384
 FN0384                         *CURRENT SURVEY CONTROL
 FN0384  ___________________________________________________________________
 FN0384* NAD 83(1986)-  35 37 45.     (N)    105 40 44.     (W)     SCALED    
 FN0384* NAVD 88     -      2190.979  (meters)    7188.24   (feet)  ADJUSTED  
 FN0384  ___________________________________________________________________
 FN0384  GEOID HEIGHT-         -17.63  (meters)                     GEOID03
 FN0384  DYNAMIC HT  -        2187.908 (meters)    7178.16  (feet)  COMP
 FN0384  MODELED GRAV-     979,152.7   (mgal)                       NAVD 88
 FN0384
 FN0384  VERT ORDER  -  SECOND    CLASS 0
 FN0384
 FN0384.The horizontal coordinates were scaled from a topographic map and have
 FN0384.an estimated accuracy of +/- 6 seconds.
 FN0384
 FN0384.The orthometric height was determined by differential leveling
 FN0384.and adjusted by the National Geodetic Survey in June 1991..
 FN0384
 FN0384.The geoid height was determined by GEOID03.
 FN0384
 FN0384.The dynamic height is computed by dividing the NAVD 88
 FN0384.geopotential number by the normal gravity value computed on the
 FN0384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FN0384.degrees latitude (g = 980.6199 gals.).
 FN0384
 FN0384.The modeled gravity was interpolated from observed gravity values.
 FN0384
 FN0384;                    North         East    Units  Estimated Accuracy
 FN0384;SPC NM E     -   514,210.       43,120.      MT  (+/- 180 meters Scaled)
 FN0384
 FN0384                          SUPERSEDED SURVEY CONTROL
 FN0384
 FN0384  NGVD 29 (??/??/92) 2189.945  (m)         7184.84   (f) ADJ UNCH    2 0
 FN0384
 FN0384.Superseded values are not recommended for survey control.
 FN0384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0384.See file dsdata.txt to determine how the superseded data were derived.
 FN0384
 FN0384_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV385430(NAD 83)
 FN0384_MARKER: DB = BENCH MARK DISK
 FN0384_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FN0384_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FN0384_STAMPING: E-136 1934
 FN0384_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FN0384+STABILITY: SURFACE MOTION
 FN0384
 FN0384  HISTORY     - Date     Condition        Report By
 FN0384  HISTORY     - 1934     MONUMENTED       USFS
 FN0384  HISTORY     - 1935     GOOD             NGS
 FN0384
 FN0384                          STATION DESCRIPTION
 FN0384
 FN0384'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FN0384'3.9 MI N FROM VALLEY RANCH POST OFFICE.
 FN0384'2.9 MI N ALONG STATE HWY NO. 63 ON THE TOP OF A SMALL RISE, ABOUT 0.6
 FN0384'MI. S. OF LA POSADA SCHOOLHOUSE WHICH IS ON THE E. SIDE OF THE ROAD,
 FN0384'AND ON THE W. SIDE OF STATE NO. 63, 24 FT W OF THE CENTERLINE OF THE
 FN0384'ROAD, 70 FT E OF A TELEPHONE LINE.  AND 8 FT E OF A FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0502 ***********************************************************************
 FO0502  DESIGNATION -  E 137
 FO0502  PID         -  FO0502
 FO0502  STATE/COUNTY-  NM/SANDOVAL
 FO0502  USGS QUAD   -  SEVEN SPRINGS (1993)
 FO0502
 FO0502                         *CURRENT SURVEY CONTROL
 FO0502  ___________________________________________________________________
 FO0502* NAD 83(1986)-  35 57 23.     (N)    106 43 47.     (W)     SCALED    
 FO0502* NAVD 88     -      2605.797  (meters)    8549.19   (feet)  ADJUSTED  
 FO0502  ___________________________________________________________________
 FO0502  GEOID HEIGHT-         -18.54  (meters)                     GEOID03
 FO0502  DYNAMIC HT  -        2602.004 (meters)    8536.74  (feet)  COMP
 FO0502  MODELED GRAV-     979,082.0   (mgal)                       NAVD 88
 FO0502
 FO0502  VERT ORDER  -  SECOND    CLASS 0
 FO0502
 FO0502.The horizontal coordinates were scaled from a topographic map and have
 FO0502.an estimated accuracy of +/- 6 seconds.
 FO0502
 FO0502.The orthometric height was determined by differential leveling
 FO0502.and adjusted by the National Geodetic Survey in June 1991..
 FO0502
 FO0502.The geoid height was determined by GEOID03.
 FO0502
 FO0502.The dynamic height is computed by dividing the NAVD 88
 FO0502.geopotential number by the normal gravity value computed on the
 FO0502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0502.degrees latitude (g = 980.6199 gals.).
 FO0502
 FO0502.The modeled gravity was interpolated from observed gravity values.
 FO0502
 FO0502;                    North         East    Units  Estimated Accuracy
 FO0502;SPC NM C     -   549,780.      456,730.      MT  (+/- 180 meters Scaled)
 FO0502
 FO0502                          SUPERSEDED SURVEY CONTROL
 FO0502
 FO0502  NGVD 29 (??/??/92) 2604.637  (m)         8545.38   (f) ADJ UNCH    2 0
 FO0502
 FO0502.Superseded values are not recommended for survey control.
 FO0502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0502.See file dsdata.txt to determine how the superseded data were derived.
 FO0502
 FO0502_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV440804(NAD 83)
 FO0502_MARKER: DB = BENCH MARK DISK
 FO0502_SETTING: 66 = SET IN ROCK OUTCROP
 FO0502_SP_SET: ROCK OUTCROP
 FO0502_STAMPING: E 137 1934
 FO0502_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FO0502+STABILITY: POSITION/ELEVATION WELL
 FO0502
 FO0502  HISTORY     - Date     Condition        Report By
 FO0502  HISTORY     - 1934     MONUMENTED       CGS
 FO0502  HISTORY     - 1941     GOOD             NGS
 FO0502
 FO0502                          STATION DESCRIPTION
 FO0502
 FO0502'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 FO0502'24.15 MI NW FROM JEMEZ SPRINGS.
 FO0502'TO REACH BENCH MARK FROM THE JEMEZ SPRINGS RANGER STATION, GO 8.0
 FO0502'MILES NORTH ALONG STATE HIGHWAY NO. 4 TO JUNCTION OF STATE HIGHWAYS
 FO0502'NO. 4 AND NO. 126.  THENCE, TURN LEFT (WEST), GO 8.05 MILES
 FO0502'NORTHWESTERLY ALONG STATE HIGHWAY NO. 126 TO JUNCTION OF STATE HIGHWAY
 FO0502'NO. 126 AND CAMP PORTER ROAD.  THENCE, TURN RIGHT, GO 8.10 MILES
 FO0502'NORTHWESTERLY TO SITE OF BENCH MARK.  BENCH MARK IS IN THE SOUTH END
 FO0502'OF A LONG NARROW VALLEY.  0.5 OF A MILE FROM THE POINT WHERE THE ROAD
 FO0502'DESCENDS DOWN A STEEP GRADE, ON THE EAST POINT OF A ROCKY LEDGE
 FO0502'PROJECTING OUT INTO THE VALLEY.  6.0 FEET SOUTH OF A SMALL PINE TREE
 FO0502'GROWING IN A CREVICE OF THE SAME LEDGE.  72.0 FEET WEST OF AND
 FO0502'APPROXIMATELY 2.0 FEET BELOW THE CENTER LINE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0435 ***********************************************************************
 GM0435  DESIGNATION -  E 138
 GM0435  PID         -  GM0435
 GM0435  STATE/COUNTY-  NM/RIO ARRIBA
 GM0435  USGS QUAD   -  CHIMAYO (1994)
 GM0435
 GM0435                         *CURRENT SURVEY CONTROL
 GM0435  ___________________________________________________________________
 GM0435* NAD 83(1986)-  36 00 30.     (N)    105 52 57.     (W)     SCALED    
 GM0435* NAVD 88     -      2122.024  (meters)    6962.01   (feet)  ADJUSTED  
 GM0435  ___________________________________________________________________
 GM0435  GEOID HEIGHT-         -17.89  (meters)                     GEOID03
 GM0435  DYNAMIC HT  -        2119.139 (meters)    6952.54  (feet)  COMP
 GM0435  MODELED GRAV-     979,196.7   (mgal)                       NAVD 88
 GM0435
 GM0435  VERT ORDER  -  SECOND    CLASS 0
 GM0435
 GM0435.The horizontal coordinates were scaled from a topographic map and have
 GM0435.an estimated accuracy of +/- 6 seconds.
 GM0435
 GM0435.The orthometric height was determined by differential leveling
 GM0435.and adjusted by the National Geodetic Survey in June 1991..
 GM0435
 GM0435.The geoid height was determined by GEOID03.
 GM0435
 GM0435.The dynamic height is computed by dividing the NAVD 88
 GM0435.geopotential number by the normal gravity value computed on the
 GM0435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GM0435.degrees latitude (g = 980.6199 gals.).
 GM0435
 GM0435.The modeled gravity was interpolated from observed gravity values.
 GM0435
 GM0435;                    North         East    Units  Estimated Accuracy
 GM0435;SPC NM C     -   555,500.      533,130.      MT  (+/- 180 meters Scaled)
 GM0435
 GM0435                          SUPERSEDED SURVEY CONTROL
 GM0435
 GM0435  NGVD 29 (??/??/92) 2120.988  (m)         6958.61   (f) ADJ UNCH    2 0
 GM0435
 GM0435.Superseded values are not recommended for survey control.
 GM0435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0435.See file dsdata.txt to determine how the superseded data were derived.
 GM0435
 GM0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV204852(NAD 83)
 GM0435_MARKER: DB = BENCH MARK DISK
 GM0435_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GM0435_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GM0435_STAMPING: E 138 1934
 GM0435_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GM0435+STABILITY: SURFACE MOTION
 GM0435
 GM0435  HISTORY     - Date     Condition        Report By
 GM0435  HISTORY     - 1934     MONUMENTED       CGS
 GM0435  HISTORY     - 1940     GOOD             NGS
 GM0435
 GM0435                          STATION DESCRIPTION
 GM0435
 GM0435'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 GM0435'3.0 MI NE FROM CHIMAYO.
 GM0435'TO REACH FROM THE CHIMAYO PUBLIC GRADE SCHOOL, PROCEED NORTHEASTERLY
 GM0435'ON ROAD TOWARDS TRUCHAS, GO 3.0 MILES.  BENCH MARK IS AT THE TOP OF A
 GM0435'GRADE.  NEAR A SMALL KNOLL.  46 FEET NORTH OF THE CENTER LINE OF THE
 GM0435'ROAD.  10 FEET WEST OF CENTER LINE OF A DIM WAGON ROAD TO THE NORTH.
 GM0435'1.5 FEET WEST OF A 4 X 4 INCH WHITE WOODEN POST PROJECTING 2.0 FEET.
 GM0435'MONUMENT IS FLUSH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0023 ***********************************************************************
 GN0023  DESIGNATION -  E 139
 GN0023  PID         -  GN0023
 GN0023  STATE/COUNTY-  NM/RIO ARRIBA
 GN0023  USGS QUAD   -  BROKE OFF MOUNTAIN (1995)
 GN0023
 GN0023                         *CURRENT SURVEY CONTROL
 GN0023  ___________________________________________________________________
 GN0023* NAD 83(1986)-  36 48 30.     (N)    106 07 40.     (W)     SCALED    
 GN0023* NAVD 88     -      2781.948  (meters)    9127.11   (feet)  ADJUSTED  
 GN0023  ___________________________________________________________________
 GN0023  GEOID HEIGHT-         -16.42  (meters)                     GEOID03
 GN0023  DYNAMIC HT  -        2777.926 (meters)    9113.91  (feet)  COMP
 GN0023  MODELED GRAV-     979,084.1   (mgal)                       NAVD 88
 GN0023
 GN0023  VERT ORDER  -  SECOND    CLASS 0
 GN0023
 GN0023.The horizontal coordinates were scaled from a topographic map and have
 GN0023.an estimated accuracy of +/- 6 seconds.
 GN0023
 GN0023.The orthometric height was determined by differential leveling
 GN0023.and adjusted by the National Geodetic Survey in June 1991..
 GN0023
 GN0023.The geoid height was determined by GEOID03.
 GN0023
 GN0023.The dynamic height is computed by dividing the NAVD 88
 GN0023.geopotential number by the normal gravity value computed on the
 GN0023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GN0023.degrees latitude (g = 980.6199 gals.).
 GN0023
 GN0023.The modeled gravity was interpolated from observed gravity values.
 GN0023
 GN0023;                    North         East    Units  Estimated Accuracy
 GN0023;SPC NM C     -   644,210.      510,910.      MT  (+/- 180 meters Scaled)
 GN0023
 GN0023                          SUPERSEDED SURVEY CONTROL
 GN0023
 GN0023.No superseded survey control is available for this station.
 GN0023
 GN0023_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCA994742(NAD 83)
 GN0023_MARKER: DD = SURVEY DISK
 GN0023_SETTING: 66 = SET IN ROCK OUTCROP
 GN0023_SP_SET: SET IN ROCK OUTCROP
 GN0023_STAMPING: E 139 1935
 GN0023_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GN0023+STABILITY: POSITION/ELEVATION WELL
 GN0023
 GN0023  HISTORY     - Date     Condition        Report By
 GN0023  HISTORY     - 1935     MONUMENTED       USFS
 GN0023  HISTORY     - 1940     GOOD             NGS
 GN0023
 GN0023                          STATION DESCRIPTION
 GN0023
 GN0023'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 GN0023'16.5 MI NW FROM NO AGUA.
 GN0023'16.5 MILES NORTHWEST OF RAILROAD STATION IN NO AGUA TO REACH FROM THE
 GN0023'DENVER AND RIO GRANDE WESTERN RAILROAD STATION IN NO AGUA, PROCEED
 GN0023'NORTH ON STATE HIGHWAY NO. 74, GO 3.6 MILES.  TURN LEFT (WEST) ONTO
 GN0023'ROAD LEADING TO SAN ANTONE RANGER STATION, GO 10.2 MILE.  TURN LEFT
 GN0023'(SOUTH) ONTO ROAD LEADING TO TUSAS CREEK, GO 2.7 MILES.  BENCH MARK IS
 GN0023'ON THE SIDE OF A HILL.  22 FEET NORTH OF CENTER LINE OF THE ROAD. 0.8
 GN0023'FOOT ABOVE LEVEL OF THE ROAD.  0.4 FOOT SOUTH OF A ROCK CAIRN. SET
 GN0023'FLUSH AND HORIZONTALLY IN A LARGE ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0665 ***********************************************************************
 FM0665  DESIGNATION -  E 14
 FM0665  PID         -  FM0665
 FM0665  STATE/COUNTY-  NM/HARDING
 FM0665  USGS QUAD   -  MONTESITO CREEK (1968)
 FM0665
 FM0665                         *CURRENT SURVEY CONTROL
 FM0665  ___________________________________________________________________
 FM0665* NAD 83(1986)-  35 25 05.     (N)    103 36 34.     (W)     SCALED    
 FM0665* NAVD 88     -      1222.115  (meters)    4009.56   (feet)  ADJUSTED  
 FM0665  ___________________________________________________________________
 FM0665  GEOID HEIGHT-         -22.86  (meters)                     GEOID03
 FM0665  DYNAMIC HT  -        1220.631 (meters)    4004.69  (feet)  COMP
 FM0665  MODELED GRAV-     979,377.1   (mgal)                       NAVD 88
 FM0665
 FM0665  VERT ORDER  -  THIRD
 FM0665
 FM0665.The horizontal coordinates were scaled from a topographic map and have
 FM0665.an estimated accuracy of +/- 6 seconds.
 FM0665
 FM0665.The orthometric height was determined by differential leveling
 FM0665.and adjusted by the National Geodetic Survey in June 1991..
 FM0665
 FM0665.The geoid height was determined by GEOID03.
 FM0665
 FM0665.The dynamic height is computed by dividing the NAVD 88
 FM0665.geopotential number by the normal gravity value computed on the
 FM0665.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0665.degrees latitude (g = 980.6199 gals.).
 FM0665
 FM0665.The modeled gravity was interpolated from observed gravity values.
 FM0665
 FM0665;                    North         East    Units  Estimated Accuracy
 FM0665;SPC NM E     -   490,200.      230,740.      MT  (+/- 180 meters Scaled)
 FM0665
 FM0665                          SUPERSEDED SURVEY CONTROL
 FM0665
 FM0665  NGVD 29 (??/??/92) 1221.533  (m)         4007.65   (f) ADJ UNCH    3 0
 FM0665
 FM0665.Superseded values are not recommended for survey control.
 FM0665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0665.See file dsdata.txt to determine how the superseded data were derived.
 FM0665
 FM0665_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFV262202(NAD 83)
 FM0665_MARKER: DB = BENCH MARK DISK
 FM0665_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0665_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0665_STAMPING: E 14 1927
 FM0665_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0665+STABILITY: SURFACE MOTION
 FM0665
 FM0665  HISTORY     - Date     Condition        Report By
 FM0665  HISTORY     - 1927     MONUMENTED       CGS
 FM0665  HISTORY     - 1968     GOOD             USGS
 FM0665
 FM0665                          STATION DESCRIPTION
 FM0665
 FM0665'DESCRIBED BY COAST AND GEODETIC SURVEY 1927
 FM0665'14.9 MI NW FROM LOGAN.
 FM0665'14.9 MILES NORTHWEST BY ROAD.  6.6 MILES WEST OF UTE CREEK CROSSING ON
 FM0665'THE TRIGG RANCHES ROAD, 3 MILES SOUTHEAST OF WILLIAMS RANCH HOUSE 7
 FM0665'FT. SOUTH OF CENTERLINE OF ROAD WHERE IT GOES THROUGH A FENCE OVER A
 FM0665'CATTLE GUARD, 3 FT. EAST OF A NORTH AND SOUTH FENCE AND 37 FEET SOUTH
 FM0665'OF A FENCE CORNER.  0.35 MI NE ALONG RD FROM JCT. TO DAN TRIGG RANCH
 FM0665'RD. AND 145 FT. S OF PRESENT RD.
 FM0665
 FM0665                          STATION RECOVERY (1968)
 FM0665
 FM0665'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 FM0665'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0756 ***********************************************************************
 FO0756  DESIGNATION -  E 140
 FO0756  PID         -  FO0756
 FO0756  STATE/COUNTY-  NM/CIBOLA
 FO0756  USGS QUAD   -  DOS LOMAS (1995)
 FO0756
 FO0756                         *CURRENT SURVEY CONTROL
 FO0756  ___________________________________________________________________
 FO0756* NAD 83(1986)-  35 15 42.     (N)    107 50 19.     (W)     SCALED    
 FO0756* NAVD 88     -      2015.699  (meters)    6613.17   (feet)  ADJUSTED  
 FO0756  ___________________________________________________________________
 FO0756  GEOID HEIGHT-         -20.36  (meters)                     GEOID03
 FO0756  DYNAMIC HT  -        2012.831 (meters)    6603.76  (feet)  COMP
 FO0756  MODELED GRAV-     979,139.5   (mgal)                       NAVD 88
 FO0756
 FO0756  VERT ORDER  -  SECOND    CLASS 0
 FO0756
 FO0756.The horizontal coordinates were scaled from a topographic map and have
 FO0756.an estimated accuracy of +/- 6 seconds.
 FO0756
 FO0756.The orthometric height was determined by differential leveling
 FO0756.and adjusted by the National Geodetic Survey in June 1991..
 FO0756
 FO0756.The geoid height was determined by GEOID03.
 FO0756
 FO0756.The dynamic height is computed by dividing the NAVD 88
 FO0756.geopotential number by the normal gravity value computed on the
 FO0756.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0756.degrees latitude (g = 980.6199 gals.).
 FO0756
 FO0756.The modeled gravity was interpolated from observed gravity values.
 FO0756
 FO0756;                    North         East    Units  Estimated Accuracy
 FO0756;SPC NM W     -   472,610.      829,520.      MT  (+/- 180 meters Scaled)
 FO0756
 FO0756                          SUPERSEDED SURVEY CONTROL
 FO0756
 FO0756  NGVD 29 (??/??/92) 2014.642  (m)         6609.70   (f) ADJ UNCH    2 0
 FO0756
 FO0756.Superseded values are not recommended for survey control.
 FO0756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0756.See file dsdata.txt to determine how the superseded data were derived.
 FO0756
 FO0756_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBV417057(NAD 83)
 FO0756_MARKER: DD = SURVEY DISK
 FO0756_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FO0756_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FO0756_STAMPING: E 140 1935
 FO0756_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO0756+STABILITY: SURFACE MOTION
 FO0756
 FO0756  HISTORY     - Date     Condition        Report By
 FO0756  HISTORY     - 1935     MONUMENTED       USFS
 FO0756  HISTORY     - 1941     GOOD             NGS
 FO0756  HISTORY     - 1951     GOOD             NGS
 FO0756
 FO0756                          STATION DESCRIPTION
 FO0756
 FO0756'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 FO0756'10.0 MI NW FROM GRANTS.
 FO0756'TO REACH FROM THE ATCHISON, TOPEKA AND SANTA FE RAILROAD STATION AT
 FO0756'GRANTS-- GO 3.8 MILES NORTHWESTERLY ALONG U.S. HIGHWAY NO. 66 TO THE
 FO0756'INTERSECTION OF ROAD TO SAN MATEO.  THENCE, GO 6.2 MILES NORTHERLY
 FO0756'ALONG THE ROAD TO SAN MATEO TO THE SITE OF BENCH MARK.  BENCH MARK IS
 FO0756'ABOUT 1.0 MILE SOUTH OF A CATTLE GUARD, ABOUT 155.0 FEET NORTH OF A
 FO0756'FENCE CORNER AND 57.0 FEET WEST OF AND ABOUT THE SAME ELEVATION AS THE
 FO0756'CENTERLINE OF THE ROAD.  IT IS 7.5 FEET WEST OF FENCE AND 3.0 FEET
 FO0756'SOUTH OF A 4X4-INCH WOODEN MARKER POST.  A STD. U.S.F.S DISK SET IN
 FO0756'CONCRETE POST PROJECTING 0.4 FOOT.
 FO0756
 FO0756                          STATION RECOVERY (1951)
 FO0756
 FO0756'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 FO0756'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0665 ***********************************************************************
 FO0665  DESIGNATION -  E 141
 FO0665  PID         -  FO0665
 FO0665  STATE/COUNTY-  NM/CIBOLA
 FO0665  USGS QUAD   -  LAGUNA (1971)
 FO0665
 FO0665                         *CURRENT SURVEY CONTROL
 FO0665  ___________________________________________________________________
 FO0665* NAD 83(1986)-  35 07 08.     (N)    107 25 26.     (W)     SCALED    
 FO0665* NAVD 88     -      2179.934  (meters)    7152.00   (feet)  ADJUSTED  
 FO0665  ___________________________________________________________________
 FO0665  GEOID HEIGHT-         -20.65  (meters)                     GEOID03
 FO0665  DYNAMIC HT  -        2176.754 (meters)    7141.57  (feet)  COMP
 FO0665  MODELED GRAV-     979,097.1   (mgal)                       NAVD 88
 FO0665
 FO0665  VERT ORDER  -  SECOND    CLASS 0
 FO0665
 FO0665.The horizontal coordinates were scaled from a topographic map and have
 FO0665.an estimated accuracy of +/- 6 seconds.
 FO0665
 FO0665.The orthometric height was determined by differential leveling
 FO0665.and adjusted by the National Geodetic Survey in June 1991..
 FO0665
 FO0665.The geoid height was determined by GEOID03.
 FO0665
 FO0665.The dynamic height is computed by dividing the NAVD 88
 FO0665.geopotential number by the normal gravity value computed on the
 FO0665.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0665.degrees latitude (g = 980.6199 gals.).
 FO0665
 FO0665.The modeled gravity was interpolated from observed gravity values.
 FO0665
 FO0665;                    North         East    Units  Estimated Accuracy
 FO0665;SPC NM W     -   456,850.      867,320.      MT  (+/- 180 meters Scaled)
 FO0665
 FO0665                          SUPERSEDED SURVEY CONTROL
 FO0665
 FO0665  NGVD 29 (??/??/92) 2178.804  (m)         7148.29   (f) ADJ UNCH    2 0
 FO0665
 FO0665.Superseded values are not recommended for survey control.
 FO0665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0665.See file dsdata.txt to determine how the superseded data were derived.
 FO0665
 FO0665_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBU791889(NAD 83)
 FO0665_MARKER: DD = SURVEY DISK
 FO0665_SETTING: 80 = SET IN A BOULDER
 FO0665_STAMPING: E 141 1935
 FO0665_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO0665+STABILITY: SURFACE MOTION
 FO0665
 FO0665  HISTORY     - Date     Condition        Report By
 FO0665  HISTORY     - 1935     MONUMENTED       USFS
 FO0665  HISTORY     - 1941     GOOD             NGS
 FO0665
 FO0665                          STATION DESCRIPTION
 FO0665
 FO0665'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 FO0665'3.6 MI E FROM ENCINAL.
 FO0665'TO REACH FROM THE CATHOLIC CHURCH AT ENCINAL-- GO 3.1 MILES EASTERLY
 FO0665'ALONG THE ROAD TO SAN MATEO TO THE INTERSECTION OF ROAD LEADING
 FO0665'EASTERLY.  THENCE, CONTINUE ALONG THE ROAD TO SAN MATEO 0.5 MILE
 FO0665'NORTHERLY TO SUMMIT OF STEEP GRADE AND SITE OF BENCH MARK.  BENCH MARK
 FO0665'IS AT THE SUMMIT OF STEEP GRADE OUT OF VALLEY, 41.0 FEET WEST OF AND
 FO0665'ABOUT 1.5 FEET ABOVE THE CENTERLINE OF THE ROAD.  IT IS SET
 FO0665'HORIZONTALLY IN LARGE BROWN BOULDER PROJECTING 0.4 FOOT AMONG BOULDERS
 FO0665'ON TOP OF HILL AND 12.5 FEET NORTH OF A 10-INCH PINON TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0738 ***********************************************************************
 CE0738  DESIGNATION -  E 143 RESET
 CE0738  PID         -  CE0738
 CE0738  STATE/COUNTY-  NM/DONA ANA
 CE0738  USGS QUAD   -  MOUNT RILEY SE (1985)
 CE0738
 CE0738                         *CURRENT SURVEY CONTROL
 CE0738  ___________________________________________________________________
 CE0738* NAD 83(1986)-  31 48 03.     (N)    107 00 47.     (W)     SCALED    
 CE0738* NAVD 88     -      1283.88   (+/-2cm)    4212.2    (feet)  VERTCON   
 CE0738  ___________________________________________________________________
 CE0738  GEOID HEIGHT-         -24.26  (meters)                     GEOID03
 CE0738
 CE0738  VERT ORDER  -  THIRD (See Below)
 CE0738
 CE0738.The horizontal coordinates were scaled from a topographic map and have
 CE0738.an estimated accuracy of +/- 6 seconds.
 CE0738
 CE0738.The NAVD 88 height was computed by applying the VERTCON shift value to
 CE0738.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CE0738.The vertical order pertains to the NGVD 29 superseded value.
 CE0738
 CE0738.The geoid height was determined by GEOID03.
 CE0738
 CE0738;                    North         East    Units  Estimated Accuracy
 CE0738;SPC NM C     -    89,040.      427,750.      MT  (+/- 180 meters Scaled)
 CE0738
 CE0738                          SUPERSEDED SURVEY CONTROL
 CE0738
 CE0738  NGVD 29 (06/15/00) 1283.32   (m)         4210.4    (f) RESET       3  
 CE0738
 CE0738.Superseded values are not recommended for survey control.
 CE0738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0738.See file dsdata.txt to determine how the superseded data were derived.
 CE0738
 CE0738_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR094201(NAD 83)
 CE0738_MARKER: DV = VERTICAL CONTROL DISK
 CE0738_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CE0738_SP_SET: CONCRETE POST
 CE0738_STAMPING: E 143 RESET 1986
 CE0738_MARK LOGO: NGS   
 CE0738_MAGNETIC: N = NO MAGNETIC MATERIAL
 CE0738_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CE0738+STABILITY: SURFACE MOTION
 CE0738
 CE0738  HISTORY     - Date     Condition        Report By
 CE0738  HISTORY     - 1986     MONUMENTED       NMHD
 CE0738
 CE0738                          STATION DESCRIPTION
 CE0738
 CE0738'DESCRIBED BY NM HIGHWAY DEPT 1986
 CE0738'ABOUT 4.3 MILES EAST OF MILEPOST 1290 ALONG THE SOUTHERN PACIFIC
 CE0738'RAILROAD BED FROM STATION AT MT.RILEY, 99 FT (30.2 M) NORTH OF
 CE0738'CENTERLINE OF COUNTY ROAD A-003 (WAS RAILROAD BED), 1 FOOT SOUTH OF
 CE0738'NORTH FENCE, 67 FEET WEST ALONG NORTH FENCE FROM STATION 2117 +
 CE0738'89, AND 100 FEET NORTHWEST OF 2 71-FOOT SPAN BY 47-FOOT RISE CULVERT
 CE0738'PIPE ARCH, 0.5 FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0479 ***********************************************************************
 DR0479  DESIGNATION -  E 144
 DR0479  PID         -  DR0479
 DR0479  STATE/COUNTY-  NM/LINCOLN
 DR0479  USGS QUAD   -  ARABELA (1981)
 DR0479
 DR0479                         *CURRENT SURVEY CONTROL
 DR0479  ___________________________________________________________________
 DR0479* NAD 83(1986)-  33 36 58.     (N)    105 09 35.     (W)     SCALED    
 DR0479* NAVD 88     -      1642.740  (meters)    5389.56   (feet)  ADJUSTED  
 DR0479  ___________________________________________________________________
 DR0479  GEOID HEIGHT-         -21.54  (meters)                     GEOID03
 DR0479  DYNAMIC HT  -        1640.320 (meters)    5381.62  (feet)  COMP
 DR0479  MODELED GRAV-     979,106.1   (mgal)                       NAVD 88
 DR0479
 DR0479  VERT ORDER  -  SECOND    CLASS 0
 DR0479
 DR0479.The horizontal coordinates were scaled from a topographic map and have
 DR0479.an estimated accuracy of +/- 6 seconds.
 DR0479
 DR0479.The orthometric height was determined by differential leveling
 DR0479.and adjusted by the National Geodetic Survey in June 1991..
 DR0479
 DR0479.The geoid height was determined by GEOID03.
 DR0479
 DR0479.The dynamic height is computed by dividing the NAVD 88
 DR0479.geopotential number by the normal gravity value computed on the
 DR0479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0479.degrees latitude (g = 980.6199 gals.).
 DR0479
 DR0479.The modeled gravity was interpolated from observed gravity values.
 DR0479
 DR0479;                    North         East    Units  Estimated Accuracy
 DR0479;SPC NM C     -   290,610.      601,170.      MT  (+/- 180 meters Scaled)
 DR0479
 DR0479                          SUPERSEDED SURVEY CONTROL
 DR0479
 DR0479  NGVD 29 (??/??/92) 1642.025  (m)         5387.21   (f) ADJ UNCH    2 0
 DR0479
 DR0479.Superseded values are not recommended for survey control.
 DR0479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0479.See file dsdata.txt to determine how the superseded data were derived.
 DR0479
 DR0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDT851196(NAD 83)
 DR0479_MARKER: DB = BENCH MARK DISK
 DR0479_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR0479_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DR0479_STAMPING: E-144 1935
 DR0479_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR0479+STABILITY: SURFACE MOTION
 DR0479
 DR0479  HISTORY     - Date     Condition        Report By
 DR0479  HISTORY     - 1935     MONUMENTED       CGS
 DR0479  HISTORY     - 1939     GOOD             NGS
 DR0479
 DR0479                          STATION DESCRIPTION
 DR0479
 DR0479'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DR0479'2.2 MI N FROM ARABELA.
 DR0479'2.2 MI. N. ALONG ROAD FROM ARABELA TO JCT. OF ROADS TO ROSWELL AND
 DR0479'CAPITAN IN THE CENTER OF A SMALL CLEAR SPOT DOTTED WITH SMALL CEDAR
 DR0479'TREES, AND 32 FT. E. OF THE CENTER LINE OF ROAD.
 DR0479
 DR0479                          STATION RECOVERY (1939)
 DR0479
 DR0479'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1939
 DR0479'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0217 ***********************************************************************
 DR0217  DESIGNATION -  E 146
 DR0217  PID         -  DR0217
 DR0217  STATE/COUNTY-  NM/CHAVES
 DR0217  USGS QUAD   -  DERRICK DRAW (1975)
 DR0217
 DR0217                         *CURRENT SURVEY CONTROL
 DR0217  ___________________________________________________________________
 DR0217* NAD 83(1986)-  33 05 05.     (N)    104 12 18.     (W)     SCALED    
 DR0217* NAVD 88     -      1060.398  (meters)    3478.99   (feet)  ADJUSTED  
 DR0217  ___________________________________________________________________
 DR0217  GEOID HEIGHT-         -22.99  (meters)                     GEOID03
 DR0217  DYNAMIC HT  -        1058.950 (meters)    3474.24  (feet)  COMP
 DR0217  MODELED GRAV-     979,235.8   (mgal)                       NAVD 88
 DR0217
 DR0217  VERT ORDER  -  SECOND    CLASS 0
 DR0217
 DR0217.The horizontal coordinates were scaled from a topographic map and have
 DR0217.an estimated accuracy of +/- 6 seconds.
 DR0217
 DR0217.The orthometric height was determined by differential leveling
 DR0217.and adjusted by the National Geodetic Survey in June 1991..
 DR0217
 DR0217.The geoid height was determined by GEOID03.
 DR0217
 DR0217.The dynamic height is computed by dividing the NAVD 88
 DR0217.geopotential number by the normal gravity value computed on the
 DR0217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0217.degrees latitude (g = 980.6199 gals.).
 DR0217
 DR0217.The modeled gravity was interpolated from observed gravity values.
 DR0217
 DR0217;                    North         East    Units  Estimated Accuracy
 DR0217;SPC NM E     -   231,160.      176,980.      MT  (+/- 180 meters Scaled)
 DR0217
 DR0217                          SUPERSEDED SURVEY CONTROL
 DR0217
 DR0217  NGVD 29 (??/??/92) 1059.943  (m)         3477.50   (f) ADJ UNCH    2 0
 DR0217
 DR0217.Superseded values are not recommended for survey control.
 DR0217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0217.See file dsdata.txt to determine how the superseded data were derived.
 DR0217
 DR0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES741609(NAD 83)
 DR0217_MARKER: DB = BENCH MARK DISK
 DR0217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR0217_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DR0217_STAMPING: E 146 1935
 DR0217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR0217+STABILITY: SURFACE MOTION
 DR0217
 DR0217  HISTORY     - Date     Condition        Report By
 DR0217  HISTORY     - 1935     MONUMENTED       CGS
 DR0217  HISTORY     - 1961     GOOD             NGS
 DR0217
 DR0217                          STATION DESCRIPTION
 DR0217
 DR0217'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 DR0217'7.35 MI SE FROM HAGERMAN.
 DR0217'6.25 MILES EAST ALONG STATE HIGHWAY 31 FROM THE POST OFFICE AT
 DR0217'HAGERMAN, THENCE 1.1 MILES SOUTHEAST ALONG A DIRT ROAD, 15 FEET
 DR0217'SOUTHWEST OF A WASH, 8 FEET NORTHWEST OF THE CENTER OF A TRACK ROAD, 2
 DR0217'FEET NORTHWEST OF A METAL WITNESS POST, SET IN TOP OF A SQUARE
 DR0217'CONCRETE POST, PROJECTING 11 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0432 ***********************************************************************
 CV0432  DESIGNATION -  E 148
 CV0432  PID         -  CV0432
 CV0432  STATE/COUNTY-  NM/LEA
 CV0432  USGS QUAD   -  MALJAMAR NE (1985)
 CV0432
 CV0432                         *CURRENT SURVEY CONTROL
 CV0432  ___________________________________________________________________
 CV0432* NAD 83(1986)-  32 53 25.     (N)    103 47 23.     (W)     SCALED    
 CV0432* NAVD 88     -      1323.867  (meters)    4343.39   (feet)  ADJUSTED  
 CV0432  ___________________________________________________________________
 CV0432  GEOID HEIGHT-         -22.24  (meters)                     GEOID03
 CV0432  DYNAMIC HT  -        1322.016 (meters)    4337.31  (feet)  COMP
 CV0432  MODELED GRAV-     979,192.6   (mgal)                       NAVD 88
 CV0432
 CV0432  VERT ORDER  -  SECOND    CLASS 0
 CV0432
 CV0432.The horizontal coordinates were scaled from a topographic map and have
 CV0432.an estimated accuracy of +/- 6 seconds.
 CV0432
 CV0432.The orthometric height was determined by differential leveling
 CV0432.and adjusted by the National Geodetic Survey in June 1991..
 CV0432
 CV0432.The geoid height was determined by GEOID03.
 CV0432
 CV0432.The dynamic height is computed by dividing the NAVD 88
 CV0432.geopotential number by the normal gravity value computed on the
 CV0432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0432.degrees latitude (g = 980.6199 gals.).
 CV0432
 CV0432.The modeled gravity was interpolated from observed gravity values.
 CV0432
 CV0432;                    North         East    Units  Estimated Accuracy
 CV0432;SPC NM E     -   209,720.      215,860.      MT  (+/- 180 meters Scaled)
 CV0432
 CV0432                          SUPERSEDED SURVEY CONTROL
 CV0432
 CV0432  NGVD 29 (??/??/92) 1323.350  (m)         4341.69   (f) ADJ UNCH    2 0
 CV0432
 CV0432.Superseded values are not recommended for survey control.
 CV0432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0432.See file dsdata.txt to determine how the superseded data were derived.
 CV0432
 CV0432_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFS132397(NAD 83)
 CV0432_MARKER: DB = BENCH MARK DISK
 CV0432_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0432_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CV0432_STAMPING: E 148 1935
 CV0432_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CV0432+STABILITY: SURFACE MOTION
 CV0432
 CV0432  HISTORY     - Date     Condition        Report By
 CV0432  HISTORY     - 1935     MONUMENTED       CGS
 CV0432
 CV0432                          STATION DESCRIPTION
 CV0432
 CV0432'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 CV0432'3.7 MI NE FROM MALJAMAR.
 CV0432'3.7 MILES N.E. ALONG STATE NO. 83 AND NO. 31.  ON STATE HWY. NO. 31,
 CV0432'2.8 MI. N.W. OF JUNCTION WITH STATE NO. 83, ABOUT 80 YDS. N.E. OF EDGE
 CV0432'OF THE CAPROCK AS ROAD MAKES A SHARP CURVE, 39 FT. EAST OF CENTER LINE
 CV0432'OF HIGHWAY AND 6 FT. EAST OF A MESQUITE BUSH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0368 ***********************************************************************
 DQ0368  DESIGNATION -  E 149
 DQ0368  PID         -  DQ0368
 DQ0368  STATE/COUNTY-  NM/LEA
 DQ0368  USGS QUAD   -  HILLBURN CITY SW (1984)
 DQ0368
 DQ0368                         *CURRENT SURVEY CONTROL
 DQ0368  ___________________________________________________________________
 DQ0368* NAD 83(1986)-  33 05 15.     (N)    103 28 21.     (W)     SCALED    
 DQ0368* NAVD 88     -      1244.788  (meters)    4083.94   (feet)  POSTED    
 DQ0368  ___________________________________________________________________
 DQ0368  GEOID HEIGHT-         -21.92  (meters)                     GEOID03
 DQ0368  DYNAMIC HT  -        1243.070 (meters)    4078.31  (feet)  COMP
 DQ0368  MODELED GRAV-     979,216.3   (mgal)                       NAVD 88
 DQ0368
 DQ0368  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 DQ0368
 DQ0368.The horizontal coordinates were scaled from a topographic map and have
 DQ0368.an estimated accuracy of +/- 6 seconds.
 DQ0368
 DQ0368.The orthometric height was determined by differential leveling
 DQ0368.and adjusted by the National Geodetic Survey in 1992..
 DQ0368.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 DQ0368.rate of 4.1 thru 8.0 mm/km.
 DQ0368
 DQ0368.The geoid height was determined by GEOID03.
 DQ0368
 DQ0368.The dynamic height is computed by dividing the NAVD 88
 DQ0368.geopotential number by the normal gravity value computed on the
 DQ0368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0368.degrees latitude (g = 980.6199 gals.).
 DQ0368
 DQ0368.The modeled gravity was interpolated from observed gravity values.
 DQ0368
 DQ0368;                    North         East    Units  Estimated Accuracy
 DQ0368;SPC NM E     -   231,790.      245,360.      MT  (+/- 180 meters Scaled)
 DQ0368
 DQ0368                          SUPERSEDED SURVEY CONTROL
 DQ0368
 DQ0368  NGVD 29 (??/??/92) 1244.306  (m)         4082.36   (f) ADJ UNCH    2 0
 DQ0368
 DQ0368.Superseded values are not recommended for survey control.
 DQ0368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0368.See file dsdata.txt to determine how the superseded data were derived.
 DQ0368
 DQ0368_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFS425620(NAD 83)
 DQ0368_MARKER: DB = BENCH MARK DISK
 DQ0368_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0368_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DQ0368_STAMPING: E 149 1935
 DQ0368_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0368+STABILITY: SURFACE MOTION
 DQ0368
 DQ0368  HISTORY     - Date     Condition        Report By
 DQ0368  HISTORY     - 1935     MONUMENTED       CGS
 DQ0368  HISTORY     - 1970     GOOD             USGS
 DQ0368
 DQ0368                          STATION DESCRIPTION
 DQ0368
 DQ0368'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 DQ0368'17 MI NW FROM LOVINGTON.
 DQ0368'LOVINGTON, 8 MILES NORTH AND 9 MILES WEST OF, LOVINGTON, JCT. OF US
 DQ0368'HWY 82 AND STATE HWY 18, PROCEED 6.1 MILES N. ALONG US HWY 18 TO
 DQ0368'X-RDS, THENCE 2.0 MILES WEST ON COUNTY ROAD TO X-RDS, THENCE 1.0 MILES
 DQ0368'N. ON COUNTY ROAD TO T-RD W., THENCE 5.7 MILES W. ON COUNTY ROAD TO
 DQ0368'T-RD S. AND W.A. ANDERSON RANCH HEADQUARTERS ON THE LEFT, PROCEED 0.3
 DQ0368'MILE TO T-RD E., THENCE 1.5 MILES N. ON COUNTY ROAD TO T-RD W., THENCE
 DQ0368'1.0 MILES W. ON COUNTY ROAD TO CATTLE GUARD AND ROAD JUNCTION, PROCEED
 DQ0368'SOUTH 0.6 MILE ON ROAD, THEN LEAVE GRAVELED ROAD AND CONTINUE S. FOR
 DQ0368'0.5 MILE TO BM ON THE LEFT, BM IS A APPROX. 45 FT. E. OF TRACK RD. A
 DQ0368'STANDARD DISK STAMPED E-149 1935, SET IN TOP OF CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0508 ***********************************************************************
 DQ0508  DESIGNATION -  E 150
 DQ0508  PID         -  DQ0508
 DQ0508  STATE/COUNTY-  NM/LEA
 DQ0508  USGS QUAD   -  FRIER RANCH (1973)
 DQ0508
 DQ0508                         *CURRENT SURVEY CONTROL
 DQ0508  ___________________________________________________________________
 DQ0508* NAD 83(1986)-  33 10 10.     (N)    103 32 30.     (W)     SCALED    
 DQ0508* NAVD 88     -      1271.078  (meters)    4170.20   (feet)  ADJUSTED  
 DQ0508  ___________________________________________________________________
 DQ0508  GEOID HEIGHT-         -22.00  (meters)                     GEOID03
 DQ0508  DYNAMIC HT  -        1269.327 (meters)    4164.45  (feet)  COMP
 DQ0508  MODELED GRAV-     979,215.1   (mgal)                       NAVD 88
 DQ0508
 DQ0508  VERT ORDER  -  SECOND    CLASS 0
 DQ0508
 DQ0508.The horizontal coordinates were scaled from a topographic map and have
 DQ0508.an estimated accuracy of +/- 6 seconds.
 DQ0508
 DQ0508.The orthometric height was determined by differential leveling
 DQ0508.and adjusted by the National Geodetic Survey in June 1991..
 DQ0508
 DQ0508.The geoid height was determined by GEOID03.
 DQ0508
 DQ0508.The dynamic height is computed by dividing the NAVD 88
 DQ0508.geopotential number by the normal gravity value computed on the
 DQ0508.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0508.degrees latitude (g = 980.6199 gals.).
 DQ0508
 DQ0508.The modeled gravity was interpolated from observed gravity values.
 DQ0508
 DQ0508;                    North         East    Units  Estimated Accuracy
 DQ0508;SPC NM E     -   240,820.      238,840.      MT  (+/- 180 meters Scaled)
 DQ0508
 DQ0508                          SUPERSEDED SURVEY CONTROL
 DQ0508
 DQ0508  NGVD 29 (??/??/92) 1270.603  (m)         4168.64   (f) ADJ UNCH    2 0
 DQ0508
 DQ0508.Superseded values are not recommended for survey control.
 DQ0508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0508.See file dsdata.txt to determine how the superseded data were derived.
 DQ0508
 DQ0508_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFS359710(NAD 83)
 DQ0508_MARKER: DB = BENCH MARK DISK
 DQ0508_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0508_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DQ0508_STAMPING: E 150 1935
 DQ0508_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0508+STABILITY: SURFACE MOTION
 DQ0508
 DQ0508  HISTORY     - Date     Condition        Report By
 DQ0508  HISTORY     - 1935     MONUMENTED       CGS
 DQ0508  HISTORY     - 1973     GOOD             USGS
 DQ0508
 DQ0508                          STATION DESCRIPTION
 DQ0508
 DQ0508'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 DQ0508'14 MI NW FROM MCDONALD.
 DQ0508'11 MILES WEST ALONG A COUNTY ROAD FROM MCDONALD, LEA COUNTY, THENCE 1
 DQ0508'MILE NORTH, THENCE 2 MILES WEST.  43 FEET SOUTH OF A SECTION-CORNER
 DQ0508'POST STAMPED 19, 20, 29 AND 30, T13S, R34E, 1913.  25 FEET SOUTH AND
 DQ0508'10 FEET WEST OF THE CENTER OF CROSS ROADS.  A STANDARD DISK, STAMPED E
 DQ0508'150 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0282 ***********************************************************************
 CV0282  DESIGNATION -  E 151
 CV0282  PID         -  CV0282
 CV0282  STATE/COUNTY-  NM/LEA
 CV0282  USGS QUAD   -  LOVINGTON NW (1985)
 CV0282
 CV0282                         *CURRENT SURVEY CONTROL
 CV0282  ___________________________________________________________________
 CV0282* NAD 83(1986)-  32 55 18.     (N)    103 26 14.     (W)     SCALED    
 CV0282* NAVD 88     -      1214.681  (meters)    3985.17   (feet)  ADJUSTED  
 CV0282  ___________________________________________________________________
 CV0282  GEOID HEIGHT-         -21.80  (meters)                     GEOID03
 CV0282  DYNAMIC HT  -        1213.012 (meters)    3979.69  (feet)  COMP
 CV0282  MODELED GRAV-     979,221.1   (mgal)                       NAVD 88
 CV0282
 CV0282  VERT ORDER  -  SECOND    CLASS 0
 CV0282
 CV0282.The horizontal coordinates were scaled from a topographic map and have
 CV0282.an estimated accuracy of +/- 6 seconds.
 CV0282
 CV0282.The orthometric height was determined by differential leveling
 CV0282.and adjusted by the National Geodetic Survey in June 1991..
 CV0282
 CV0282.The geoid height was determined by GEOID03.
 CV0282
 CV0282.The dynamic height is computed by dividing the NAVD 88
 CV0282.geopotential number by the normal gravity value computed on the
 CV0282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0282.degrees latitude (g = 980.6199 gals.).
 CV0282
 CV0282.The modeled gravity was interpolated from observed gravity values.
 CV0282
 CV0282;                    North         East    Units  Estimated Accuracy
 CV0282;SPC NM E     -   213,420.      248,810.      MT  (+/- 180 meters Scaled)
 CV0282
 CV0282                          SUPERSEDED SURVEY CONTROL
 CV0282
 CV0282  NGVD 29 (??/??/92) 1214.229  (m)         3983.68   (f) ADJ UNCH    2 0
 CV0282
 CV0282.Superseded values are not recommended for survey control.
 CV0282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0282.See file dsdata.txt to determine how the superseded data were derived.
 CV0282
 CV0282_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFS461436(NAD 83)
 CV0282_MARKER: DB = BENCH MARK DISK
 CV0282_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0282_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CV0282_STAMPING: E-151 1935
 CV0282_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CV0282+STABILITY: SURFACE MOTION
 CV0282
 CV0282  HISTORY     - Date     Condition        Report By
 CV0282  HISTORY     - 1935     MONUMENTED       CGS
 CV0282  HISTORY     - 1961     GOOD             USGS
 CV0282
 CV0282                          STATION DESCRIPTION
 CV0282
 CV0282'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 CV0282'7.4 MI SW FROM LOVINGTON.
 CV0282'LOVINGTON, 5.5 MILES WEST OF, ALONG STATE HWY 83, THENCE SOUTH 1.5
 CV0282'MILES ALONG OIL FIELD ROAD TO CATTLEGUARD, THENCE 0.4 MILES E. ALONG
 CV0282'FENCE TO CROSS FENCE AND 1/4 COR BETWEEN SECS. 14 AND 15 T. 16 S.,
 CV0282'R.35 E., 2 FT E OF FENCE AND 2 FT. S OF 1/4 COR. IN CONCRETE POST,
 CV0282'STANDARD USC AND GS DISK STAMPED E 151 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0528 ***********************************************************************
 DQ0528  DESIGNATION -  E 152
 DQ0528  PID         -  DQ0528
 DQ0528  STATE/COUNTY-  NM/LEA
 DQ0528  USGS QUAD   -  DEAN RANCH (1984)
 DQ0528
 DQ0528                         *CURRENT SURVEY CONTROL
 DQ0528  ___________________________________________________________________
 DQ0528* NAD 83(1986)-  33 02 22.     (N)    103 38 17.     (W)     SCALED    
 DQ0528* NAVD 88     -      1284.712  (meters)    4214.93   (feet)  ADJUSTED  
 DQ0528  ___________________________________________________________________
 DQ0528  GEOID HEIGHT-         -22.00  (meters)                     GEOID03
 DQ0528  DYNAMIC HT  -        1282.931 (meters)    4209.08  (feet)  COMP
 DQ0528  MODELED GRAV-     979,206.1   (mgal)                       NAVD 88
 DQ0528
 DQ0528  VERT ORDER  -  SECOND    CLASS 0
 DQ0528
 DQ0528.The horizontal coordinates were scaled from a topographic map and have
 DQ0528.an estimated accuracy of +/- 6 seconds.
 DQ0528
 DQ0528.The orthometric height was determined by differential leveling
 DQ0528.and adjusted by the National Geodetic Survey in June 1991..
 DQ0528
 DQ0528.The geoid height was determined by GEOID03.
 DQ0528
 DQ0528.The dynamic height is computed by dividing the NAVD 88
 DQ0528.geopotential number by the normal gravity value computed on the
 DQ0528.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0528.degrees latitude (g = 980.6199 gals.).
 DQ0528
 DQ0528.The modeled gravity was interpolated from observed gravity values.
 DQ0528
 DQ0528;                    North         East    Units  Estimated Accuracy
 DQ0528;SPC NM E     -   226,340.      229,940.      MT  (+/- 180 meters Scaled)
 DQ0528
 DQ0528                          SUPERSEDED SURVEY CONTROL
 DQ0528
 DQ0528  NGVD 29 (??/??/92) 1284.210  (m)         4213.28   (f) ADJ UNCH    2 0
 DQ0528
 DQ0528.Superseded values are not recommended for survey control.
 DQ0528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0528.See file dsdata.txt to determine how the superseded data were derived.
 DQ0528
 DQ0528_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFS271564(NAD 83)
 DQ0528_MARKER: DB = BENCH MARK DISK
 DQ0528_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0528_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DQ0528_STAMPING: E 152 1935
 DQ0528_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0528+STABILITY: SURFACE MOTION
 DQ0528
 DQ0528  HISTORY     - Date     Condition        Report By
 DQ0528  HISTORY     - 1935     MONUMENTED       CGS
 DQ0528  HISTORY     - 1973     GOOD             USGS
 DQ0528
 DQ0528                          STATION DESCRIPTION
 DQ0528
 DQ0528'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 DQ0528'22.9 MI NW FROM LOVINGTON.
 DQ0528'11.1 MILES WEST ALONG U.S. HIGHWAY 82 FROM LOVINGTON, LEA COUNTY,
 DQ0528'THENCE 9.3 MILES NORTH ALONG STATE HIGHWAY 457, THENCE 1.3 MILES WEST
 DQ0528'ALONG A COUNTY ROAD TO A CATTLEGUARD, THENCE 0.5 MILES SOUTH ALONG A
 DQ0528'TRACK ROAD, THENCE 0.7 MILES SOUTHWEST ALONG A TRACK ROAD.  IN THE
 DQ0528'SOUTHWEST EDGE OF THE BOTTOM OF A SMALL DRY LAKE, 6 FEET NORTHWEST OF
 DQ0528'THE CENTERLINE OF THE ROAD.  A STANDARD DISK, STAMPED E 152 1935 AND
 DQ0528'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0318 ***********************************************************************
 EQ0318  DESIGNATION -  E 154
 EQ0318  PID         -  EQ0318
 EQ0318  STATE/COUNTY-  NM/VALENCIA
 EQ0318  USGS QUAD   -  TURN (1991)
 EQ0318
 EQ0318                         *CURRENT SURVEY CONTROL
 EQ0318  ___________________________________________________________________
 EQ0318* NAD 83(1986)-  34 32 41.     (N)    106 40 10.     (W)     SCALED    
 EQ0318* NAVD 88     -      1534.635  (meters)    5034.88   (feet)  ADJUSTED  
 EQ0318  ___________________________________________________________________
 EQ0318  GEOID HEIGHT-         -21.55  (meters)                     GEOID03
 EQ0318  DYNAMIC HT  -        1532.492 (meters)    5027.85  (feet)  COMP
 EQ0318  MODELED GRAV-     979,185.6   (mgal)                       NAVD 88
 EQ0318
 EQ0318  VERT ORDER  -  FIRST     CLASS II
 EQ0318
 EQ0318.The horizontal coordinates were scaled from a topographic map and have
 EQ0318.an estimated accuracy of +/- 6 seconds.
 EQ0318
 EQ0318.The orthometric height was determined by differential leveling
 EQ0318.and adjusted by the National Geodetic Survey in June 1991..
 EQ0318
 EQ0318.The geoid height was determined by GEOID03.
 EQ0318
 EQ0318.The dynamic height is computed by dividing the NAVD 88
 EQ0318.geopotential number by the normal gravity value computed on the
 EQ0318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0318.degrees latitude (g = 980.6199 gals.).
 EQ0318
 EQ0318.The modeled gravity was interpolated from observed gravity values.
 EQ0318
 EQ0318;                    North         East    Units  Estimated Accuracy
 EQ0318;SPC NM C     -   393,150.      461,500.      MT  (+/- 180 meters Scaled)
 EQ0318
 EQ0318                          SUPERSEDED SURVEY CONTROL
 EQ0318
 EQ0318  NGVD 29 (??/??/92) 1533.878  (m)         5032.40   (f) ADJ UNCH    1 2
 EQ0318
 EQ0318.Superseded values are not recommended for survey control.
 EQ0318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0318.See file dsdata.txt to determine how the superseded data were derived.
 EQ0318
 EQ0318_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU468238(NAD 83)
 EQ0318_MARKER: DB = BENCH MARK DISK
 EQ0318_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 EQ0318_SP_SET: 48 FT.
 EQ0318_STAMPING: E 154 1958
 EQ0318_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EQ0318
 EQ0318  HISTORY     - Date     Condition        Report By
 EQ0318  HISTORY     - 1958     MONUMENTED       CGS
 EQ0318
 EQ0318                          STATION DESCRIPTION
 EQ0318
 EQ0318'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 EQ0318'11.2 MI SE FROM BELEN.
 EQ0318'ABOUT 2.3 MILES EAST ALONG STATE HIGHWAY 6 FROM THE ATCHISON, TOPEKA
 EQ0318'AND SANTA FE RAILWAY STATION AT BELEN, THENCE 3.6 MILES SOUTH ALONG
 EQ0318'STATE HIGHWAY 47, THENCE 5.3 MILES SOUTHEAST ALONG THE ATCHISON,
 EQ0318'TOPEKA AND SANTA FE RAILWAY, 11 FEET SOUTH OF MILEPOST 886, 86 FEET
 EQ0318'SOUTHWEST OF THE SOUTHWEST RAIL OF THE MAIN TRACK, ABOUT 0.4 MILE
 EQ0318'SOUTHEAST OF THE BODEGA SIDING SIGN, 2 FEET SOUTHEAST OF A WHITE
 EQ0318'WOODEN WITNESS POST, ABOUT 8 FEET BELOW THE LEVEL OF THE TRACK, AND ON
 EQ0318'THE TOP OF A 5/8-INCH COPPER COATED ROD WHICH IS DRIVEN TO A DEPTH OF
 EQ0318'48 FEET AND IS ENCASED IN A 6-INCH TILE PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0023 ***********************************************************************
 EQ0023  DESIGNATION -  E 155
 EQ0023  PID         -  EQ0023
 EQ0023  STATE/COUNTY-  NM/TORRANCE
 EQ0023  USGS QUAD   -  MOUNTAINAIR (1986)
 EQ0023
 EQ0023                         *CURRENT SURVEY CONTROL
 EQ0023  ___________________________________________________________________
 EQ0023* NAD 83(1986)-  34 31 48.     (N)    106 13 52.     (W)     SCALED    
 EQ0023* NAVD 88     -      1983.438  (meters)    6507.33   (feet)  ADJUSTED  
 EQ0023  ___________________________________________________________________
 EQ0023  GEOID HEIGHT-         -19.90  (meters)                     GEOID03
 EQ0023  DYNAMIC HT  -        1980.553 (meters)    6497.86  (feet)  COMP
 EQ0023  MODELED GRAV-     979,109.8   (mgal)                       NAVD 88
 EQ0023
 EQ0023  VERT ORDER  -  FIRST     CLASS II
 EQ0023
 EQ0023.The horizontal coordinates were scaled from a topographic map and have
 EQ0023.an estimated accuracy of +/- 6 seconds.
 EQ0023
 EQ0023.The orthometric height was determined by differential leveling
 EQ0023.and adjusted by the National Geodetic Survey in June 1991..
 EQ0023
 EQ0023.The geoid height was determined by GEOID03.
 EQ0023
 EQ0023.The dynamic height is computed by dividing the NAVD 88
 EQ0023.geopotential number by the normal gravity value computed on the
 EQ0023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0023.degrees latitude (g = 980.6199 gals.).
 EQ0023
 EQ0023.The modeled gravity was interpolated from observed gravity values.
 EQ0023
 EQ0023;                    North         East    Units  Estimated Accuracy
 EQ0023;SPC NM C     -   391,440.      501,730.      MT  (+/- 180 meters Scaled)
 EQ0023
 EQ0023                          SUPERSEDED SURVEY CONTROL
 EQ0023
 EQ0023  NGVD 29 (??/??/92) 1982.562  (m)         6504.46   (f) ADJ UNCH    1 2
 EQ0023
 EQ0023.Superseded values are not recommended for survey control.
 EQ0023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0023.See file dsdata.txt to determine how the superseded data were derived.
 EQ0023
 EQ0023_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU870216(NAD 83)
 EQ0023_MARKER: DB = BENCH MARK DISK
 EQ0023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EQ0023_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EQ0023_STAMPING: E 155 1958
 EQ0023_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EQ0023+STABILITY: SURFACE MOTION
 EQ0023
 EQ0023  HISTORY     - Date     Condition        Report By
 EQ0023  HISTORY     - 1958     MONUMENTED       CGS
 EQ0023
 EQ0023                          STATION DESCRIPTION
 EQ0023
 EQ0023'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 EQ0023'1.15 MI NE FROM MOUNTAINAIR.
 EQ0023'ABOUT 0.65 MILE NORTHEAST ALONG U. S. HIGHWAY 60 FROM THE POST OFFICE
 EQ0023'AT MOUNTAINAIR, THENCE 0.5 MILE NORTH ALONG A DIRT ROAD, AT THE
 EQ0023'MOUNTAINAIR AIRPORT, 36 FEET WEST OF THE CENTER LINE OF THE ROAD, AT
 EQ0023'THE SOUTHWEST END OF AND IN LINE WITH THE CENTER LINE OF THE
 EQ0023'NORTHEAST-SOUTHWEST RUNWAY, 1 1/2 FEET EAST OF A FENCE, 2 FEET SOUTH
 EQ0023'OF A WHITE WOODEN WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL OF THE
 EQ0023'RUNWAY, AND IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0027 ***********************************************************************
 EP0027  DESIGNATION -  E 156
 EP0027  PID         -  EP0027
 EP0027  STATE/COUNTY-  NM/DE BACA
 EP0027  USGS QUAD   -  FORT SUMNER EAST (1982)
 EP0027
 EP0027                         *CURRENT SURVEY CONTROL
 EP0027  ___________________________________________________________________
 EP0027* NAD 83(1986)-  34 27 15.     (N)    104 10 35.     (W)     SCALED    
 EP0027* NAVD 88     -      1259.889  (meters)    4133.49   (feet)  ADJUSTED  
 EP0027  ___________________________________________________________________
 EP0027  GEOID HEIGHT-         -23.63  (meters)                     GEOID03
 EP0027  DYNAMIC HT  -        1258.224 (meters)    4128.02  (feet)  COMP
 EP0027  MODELED GRAV-     979,270.1   (mgal)                       NAVD 88
 EP0027
 EP0027  VERT ORDER  -  FIRST     CLASS II
 EP0027
 EP0027.The horizontal coordinates were scaled from a topographic map and have
 EP0027.an estimated accuracy of +/- 6 seconds.
 EP0027
 EP0027.The orthometric height was determined by differential leveling
 EP0027.and adjusted by the National Geodetic Survey in June 1991..
 EP0027
 EP0027.The geoid height was determined by GEOID03.
 EP0027
 EP0027.The dynamic height is computed by dividing the NAVD 88
 EP0027.geopotential number by the normal gravity value computed on the
 EP0027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EP0027.degrees latitude (g = 980.6199 gals.).
 EP0027
 EP0027.The modeled gravity was interpolated from observed gravity values.
 EP0027
 EP0027;                    North         East    Units  Estimated Accuracy
 EP0027;SPC NM E     -   383,040.      179,420.      MT  (+/- 180 meters Scaled)
 EP0027
 EP0027                          SUPERSEDED SURVEY CONTROL
 EP0027
 EP0027  NGVD 29 (??/??/92) 1259.263  (m)         4131.43   (f) ADJ UNCH    1 2
 EP0027
 EP0027.Superseded values are not recommended for survey control.
 EP0027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EP0027.See file dsdata.txt to determine how the superseded data were derived.
 EP0027
 EP0027_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEU756128(NAD 83)
 EP0027_MARKER: DB = BENCH MARK DISK
 EP0027_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EP0027_SP_SET: ABUTMENT
 EP0027_STAMPING: E 156 1958
 EP0027_MARK LOGO: CGS   
 EP0027_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EP0027
 EP0027  HISTORY     - Date     Condition        Report By
 EP0027  HISTORY     - 1958     MONUMENTED       CGS
 EP0027  HISTORY     - 1982     GOOD             NGS
 EP0027
 EP0027                          STATION DESCRIPTION
 EP0027
 EP0027'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 EP0027'4.1 MI E FROM FORT SUMNER.
 EP0027'ABOUT 4.1 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 EP0027'FROM THE STATION AT FORT SUMNER, IN THE TOP OF THE SOUTH END OF THE
 EP0027'EAST ABUTMENT OF THE OVERPASS, ABOUT 0.45 MILE EAST OF MILE POST 713,
 EP0027'6 1/2 FEET SOUTH OF THE NEAR RAIL, AND ABOUT 2 FEET BELOW THE LEVEL OF
 EP0027'THE TRACK.
 EP0027
 EP0027                          STATION RECOVERY (1982)
 EP0027
 EP0027'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 EP0027'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  0.6 KM (0.35
 EP0027'MI) NORTH ALONG U.S. HIGHWAY 84 FROM ITS JUNCTION WITH U.S. HIGHWAY
 EP0027'60 IN FORT SUMNER, THENCE 6.9 KM (4.3 MI) EASTERLY ALONG THE SANTA FE
 EP0027'RAILROAD, 0.5 KM (0.3 MI) EAST OF MILEPOST 713, IN TOP OF AND 0.3
 EP0027'METER (1.0 FT) NORTH OF THE SOUTH END OF THE WEST CONCRETE ABUTMENT OF
 EP0027'A SMALL RAILROAD BRIDGE AND 2.0 METERS (6.6 FT) SOUTHWEST OF THE NEAR
 EP0027'RAIL.
 EP0027'THE MARK IS 0.9 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0227 ***********************************************************************
 EP0227  DESIGNATION -  E 157
 EP0227  PID         -  EP0227
 EP0227  STATE/COUNTY-  NM/GUADALUPE
 EP0227  USGS QUAD   -  VAUGHN (1978)
 EP0227
 EP0227                         *CURRENT SURVEY CONTROL
 EP0227  ___________________________________________________________________
 EP0227* NAD 83(1986)-  34 33 27.     (N)    105 08 23.     (W)     SCALED    
 EP0227* NAVD 88     -      1776.101  (meters)    5827.09   (feet)  ADJUSTED  
 EP0227  ___________________________________________________________________
 EP0227  GEOID HEIGHT-         -21.11  (meters)                     GEOID03
 EP0227  DYNAMIC HT  -        1773.606 (meters)    5818.91  (feet)  COMP
 EP0227  MODELED GRAV-     979,167.2   (mgal)                       NAVD 88
 EP0227
 EP0227  VERT ORDER  -  FIRST     CLASS II
 EP0227
 EP0227.The horizontal coordinates were scaled from a topographic map and have
 EP0227.an estimated accuracy of +/- 6 seconds.
 EP0227
 EP0227.The orthometric height was determined by differential leveling
 EP0227.and adjusted by the National Geodetic Survey in June 1991..
 EP0227
 EP0227.The geoid height was determined by GEOID03.
 EP0227
 EP0227.The dynamic height is computed by dividing the NAVD 88
 EP0227.geopotential number by the normal gravity value computed on the
 EP0227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EP0227.degrees latitude (g = 980.6199 gals.).
 EP0227
 EP0227.The modeled gravity was interpolated from observed gravity values.
 EP0227
 EP0227;                    North         East    Units  Estimated Accuracy
 EP0227;SPC NM E     -   394,790.       91,000.      MT  (+/- 180 meters Scaled)
 EP0227
 EP0227                          SUPERSEDED SURVEY CONTROL
 EP0227
 EP0227  NGVD 29 (??/??/92) 1775.321  (m)         5824.53   (f) ADJ UNCH    1 2
 EP0227
 EP0227.Superseded values are not recommended for survey control.
 EP0227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EP0227.See file dsdata.txt to determine how the superseded data were derived.
 EP0227
 EP0227_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDU871239(NAD 83)
 EP0227_MARKER: DB = BENCH MARK DISK
 EP0227_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EP0227_SP_SET: CULVERT
 EP0227_STAMPING: E 157 1958
 EP0227_MARK LOGO: CGS   
 EP0227_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EP0227
 EP0227  HISTORY     - Date     Condition        Report By
 EP0227  HISTORY     - 1958     MONUMENTED       CGS
 EP0227  HISTORY     - 1983     GOOD             NGS
 EP0227
 EP0227                          STATION DESCRIPTION
 EP0227
 EP0227'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 EP0227'4.45 MI SE FROM VAUGHN.
 EP0227'ABOUT 4.45 MILES SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 EP0227'RAILWAY FROM THE STATION AT VAUGHN, IN THE TOP OF THE SOUTHEAST END OF
 EP0227'THE NORTHEAST HEADWALL OF A CONCRETE CULVERT, 28 FEET NORTHWEST OF
 EP0227'MILE POST 783, 10 FEET NORTHEAST OF THE NEAR RAIL OF THE TRACK, AND
 EP0227'ABOUT 4 FEET BELOW THE LEVEL OF THE TRACK.
 EP0227
 EP0227                          STATION RECOVERY (1983)
 EP0227
 EP0227'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 EP0227'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0099 ***********************************************************************
 EP0099  DESIGNATION -  E 158
 EP0099  PID         -  EP0099
 EP0099  STATE/COUNTY-  NM/DE BACA
 EP0099  USGS QUAD   -  YESO (1966)
 EP0099
 EP0099                         *CURRENT SURVEY CONTROL
 EP0099  ___________________________________________________________________
 EP0099* NAD 83(1986)-  34 26 14.     (N)    104 36 44.     (W)     SCALED    
 EP0099* NAVD 88     -      1455.596  (meters)    4775.57   (feet)  ADJUSTED  
 EP0099  ___________________________________________________________________
 EP0099  GEOID HEIGHT-         -23.08  (meters)                     GEOID03
 EP0099  DYNAMIC HT  -        1453.618 (meters)    4769.08  (feet)  COMP
 EP0099  MODELED GRAV-     979,225.4   (mgal)                       NAVD 88
 EP0099
 EP0099  VERT ORDER  -  FIRST     CLASS II
 EP0099
 EP0099.The horizontal coordinates were scaled from a topographic map and have
 EP0099.an estimated accuracy of +/- 6 seconds.
 EP0099
 EP0099.The orthometric height was determined by differential leveling
 EP0099.and adjusted by the National Geodetic Survey in June 1991..
 EP0099
 EP0099.The geoid height was determined by GEOID03.
 EP0099
 EP0099.The dynamic height is computed by dividing the NAVD 88
 EP0099.geopotential number by the normal gravity value computed on the
 EP0099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EP0099.degrees latitude (g = 980.6199 gals.).
 EP0099
 EP0099.The modeled gravity was interpolated from observed gravity values.
 EP0099
 EP0099;                    North         East    Units  Estimated Accuracy
 EP0099;SPC NM E     -   381,190.      139,370.      MT  (+/- 180 meters Scaled)
 EP0099
 EP0099                          SUPERSEDED SURVEY CONTROL
 EP0099
 EP0099  NGVD 29 (??/??/92) 1454.928  (m)         4773.38   (f) ADJ UNCH    1 2
 EP0099
 EP0099.Superseded values are not recommended for survey control.
 EP0099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EP0099.See file dsdata.txt to determine how the superseded data were derived.
 EP0099
 EP0099_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEU356107(NAD 83)
 EP0099_MARKER: DB = BENCH MARK DISK
 EP0099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EP0099_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EP0099_STAMPING: E 158 1958
 EP0099_MARK LOGO: CGS   
 EP0099_PROJECTION: FLUSH
 EP0099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EP0099+STABILITY: SURFACE MOTION
 EP0099
 EP0099  HISTORY     - Date     Condition        Report By
 EP0099  HISTORY     - 1958     MONUMENTED       CGS
 EP0099  HISTORY     - 1982     GOOD             NGS
 EP0099
 EP0099                          STATION DESCRIPTION
 EP0099
 EP0099'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 EP0099'IN YESO.
 EP0099'AT YESO, ABOUT 0.05 MILE EAST OF MILE POST 744, 28 FEET EAST OF A
 EP0099'TELEPHONE POLE, 233 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 EP0099'ATCHISON, TOPEKA AND SANTA FE RAILWAY STATION, 116 FEET SOUTHEAST OF
 EP0099'THE CENTER LINE OF A DIRT ROAD CROSSING, 79 FEET SOUTH OF THE NEAR
 EP0099'RAIL, 71 FEET EAST OF THE CENTER LINE OF THE DIRT ROAD, 18 FEET NORTH
 EP0099'OF THE RIGHT OF WAY FENCE, 2 1/2 FEET WEST OF A METAL WITNESS POST,
 EP0099'ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK, AND IN THE TOP OF A
 EP0099'CONCRETE POST PROJECTING 5 INCHES.
 EP0099
 EP0099                          STATION RECOVERY (1982)
 EP0099
 EP0099'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 EP0099'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  34.5 KM (21.55
 EP0099'MI) WESTERLY ALONG U.S. HIGHWAY 60 FROM ITS JUNCTION WITH U.S.
 EP0099'HIGHWAY 84 IN FORT SUMNER, THENCE 0.1 KM (0.05 MI) SOUTH ALONG A
 EP0099'GRAVELED ROAD, 0.1 KM (0.05 MI) EAST OF RAILROAD MILEPOST 744, 24.1
 EP0099'METERS (79.1 FT) SOUTH OF THE NEAR RAIL OF THE SANTA FE RAILROAD, 21.6
 EP0099'METERS (70.9 FT) EAST OF THE CENTER OF THE ROAD, 8.5 METERS (27.9 FT)
 EP0099'NORTH OF A FENCE AND 8.5 METERS (28.0 FT) EAST OF A UTILITY POLE.
 EP0099'THE MARK IS 0.8 METERS  W FROM A WITNESS POST.
 EP0099'THE MARK IS 0.6 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0561 ***********************************************************************
 GM0561  DESIGNATION -  E 158
 GM0561  PID         -  GM0561
 GM0561  STATE/COUNTY-  NM/RIO ARRIBA
 GM0561  USGS QUAD   -  TRES PIEDRAS (1963)
 GM0561
 GM0561                         *CURRENT SURVEY CONTROL
 GM0561  ___________________________________________________________________
 GM0561* NAD 83(1986)-  36 39 04.     (N)    105 59 37.     (W)     SCALED    
 GM0561* NAVD 88     -      2552.242  (meters)    8373.48   (feet)  ADJUSTED  
 GM0561  ___________________________________________________________________
 GM0561  GEOID HEIGHT-         -17.04  (meters)                     GEOID03
 GM0561  DYNAMIC HT  -        2548.656 (meters)    8361.72  (feet)  COMP
 GM0561  MODELED GRAV-     979,133.8   (mgal)                       NAVD 88
 GM0561
 GM0561  VERT ORDER  -  SECOND    CLASS 0
 GM0561
 GM0561.The horizontal coordinates were scaled from a topographic map and have
 GM0561.an estimated accuracy of +/- 6 seconds.
 GM0561
 GM0561.The orthometric height was determined by differential leveling
 GM0561.and adjusted by the National Geodetic Survey in June 1991..
 GM0561
 GM0561.The geoid height was determined by GEOID03.
 GM0561
 GM0561.The dynamic height is computed by dividing the NAVD 88
 GM0561.geopotential number by the normal gravity value computed on the
 GM0561.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GM0561.degrees latitude (g = 980.6199 gals.).
 GM0561
 GM0561.The modeled gravity was interpolated from observed gravity values.
 GM0561
 GM0561;                    North         East    Units  Estimated Accuracy
 GM0561;SPC NM C     -   626,790.      522,920.      MT  (+/- 180 meters Scaled)
 GM0561
 GM0561                          SUPERSEDED SURVEY CONTROL
 GM0561
 GM0561  NGVD 29 (??/??/92) 2550.943  (m)         8369.22   (f) ADJ UNCH    2 0
 GM0561
 GM0561.Superseded values are not recommended for survey control.
 GM0561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0561.See file dsdata.txt to determine how the superseded data were derived.
 GM0561
 GM0561_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDA111566(NAD 83)
 GM0561_MARKER: DD = SURVEY DISK
 GM0561_SETTING: 80 = SET IN A BOULDER
 GM0561_STAMPING: E 158 1935
 GM0561_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GM0561+STABILITY: SURFACE MOTION
 GM0561
 GM0561  HISTORY     - Date     Condition        Report By
 GM0561  HISTORY     - 1935     MONUMENTED       USFS
 GM0561  HISTORY     - 1965     GOOD             USGS
 GM0561
 GM0561                          STATION DESCRIPTION
 GM0561
 GM0561'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 GM0561'1.5 MI W FROM TRES PIEDRAS.
 GM0561'1.8 MILES WEST, ALONG STATE HIGHWAY NO. 111 FROM U.S. 285 AT TRES
 GM0561'PIEDRAS, NEW MEXICO.  53 FEET SOUTH OF CENTER OF HIGHWAY, ABOUT 500
 GM0561'FEET EAST OF ROAD AT CREST.  A USFS STANDARD TABLET, SET IN TOP OF A
 GM0561'SMALL BOULDER ABOUT 0.2 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0061 ***********************************************************************
 EP0061  DESIGNATION -  E 159
 EP0061  PID         -  EP0061
 EP0061  STATE/COUNTY-  NM/DE BACA
 EP0061  USGS QUAD   -  FORT SUMNER WEST (1965)
 EP0061
 EP0061                         *CURRENT SURVEY CONTROL
 EP0061  ___________________________________________________________________
 EP0061* NAD 83(1986)-  34 22 56.     (N)    104 19 10.     (W)     SCALED    
 EP0061* NAVD 88     -      1312.014  (meters)    4304.50   (feet)  ADJUSTED  
 EP0061  ___________________________________________________________________
 EP0061  GEOID HEIGHT-         -23.61  (meters)                     GEOID03
 EP0061  DYNAMIC HT  -        1310.253 (meters)    4298.72  (feet)  COMP
 EP0061  MODELED GRAV-     979,248.4   (mgal)                       NAVD 88
 EP0061
 EP0061  VERT ORDER  -  FIRST     CLASS II
 EP0061
 EP0061.The horizontal coordinates were scaled from a topographic map and have
 EP0061.an estimated accuracy of +/- 6 seconds.
 EP0061
 EP0061.The orthometric height was determined by differential leveling
 EP0061.and adjusted by the National Geodetic Survey in June 1991..
 EP0061
 EP0061.The geoid height was determined by GEOID03.
 EP0061
 EP0061.The dynamic height is computed by dividing the NAVD 88
 EP0061.geopotential number by the normal gravity value computed on the
 EP0061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EP0061.degrees latitude (g = 980.6199 gals.).
 EP0061
 EP0061.The modeled gravity was interpolated from observed gravity values.
 EP0061
 EP0061;                    North         East    Units  Estimated Accuracy
 EP0061;SPC NM E     -   375,050.      166,280.      MT  (+/- 180 meters Scaled)
 EP0061
 EP0061                          SUPERSEDED SURVEY CONTROL
 EP0061
 EP0061  NGVD 29 (??/??/92) 1311.387  (m)         4302.44   (f) ADJ UNCH    1 2
 EP0061
 EP0061.Superseded values are not recommended for survey control.
 EP0061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EP0061.See file dsdata.txt to determine how the superseded data were derived.
 EP0061
 EP0061_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEU625047(NAD 83)
 EP0061_MARKER: DB = BENCH MARK DISK
 EP0061_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EP0061_SP_SET: CULVERT
 EP0061_STAMPING: E 159 1958
 EP0061_MARK LOGO: CGS   
 EP0061_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EP0061
 EP0061  HISTORY     - Date     Condition        Report By
 EP0061  HISTORY     - 1958     MONUMENTED       CGS
 EP0061  HISTORY     - 1983     GOOD             NGS
 EP0061
 EP0061                          STATION DESCRIPTION
 EP0061
 EP0061'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 EP0061'9.35 MI SW FROM FORT SUMNER.
 EP0061'ABOUT 9.35 MILES SOUTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 EP0061'RAILWAY FROM THE STATION AT FORT SUMNER, IN THE NORTHEAST END OF THE
 EP0061'NORTHWEST CONCRETE HEADWALL OF A LARGE CULVERT, ABOUT 0.15 MILE
 EP0061'SOUTHWEST OF MILE POST 726, AND ABOUT 5 FEET BELOW THE LEVEL OF THE
 EP0061'TRACK.
 EP0061
 EP0061                          STATION RECOVERY (1983)
 EP0061
 EP0061'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 EP0061'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0428 ***********************************************************************
 EO0428  DESIGNATION -  E 160
 EO0428  PID         -  EO0428
 EO0428  STATE/COUNTY-  NM/CURRY
 EO0428  USGS QUAD   -  MELROSE EAST (1972)
 EO0428
 EO0428                         *CURRENT SURVEY CONTROL
 EO0428  ___________________________________________________________________
 EO0428* NAD 83(1986)-  34 25 14.     (N)    103 34 44.     (W)     SCALED    
 EO0428* NAVD 88     -      1343.999  (meters)    4409.44   (feet)  ADJUSTED  
 EO0428  ___________________________________________________________________
 EO0428  GEOID HEIGHT-         -23.17  (meters)                     GEOID03
 EO0428  DYNAMIC HT  -        1342.241 (meters)    4403.67  (feet)  COMP
 EO0428  MODELED GRAV-     979,280.5   (mgal)                       NAVD 88
 EO0428
 EO0428  VERT ORDER  -  FIRST     CLASS II
 EO0428
 EO0428.The horizontal coordinates were scaled from a topographic map and have
 EO0428.an estimated accuracy of +/- 6 seconds.
 EO0428
 EO0428.The orthometric height was determined by differential leveling
 EO0428.and adjusted by the National Geodetic Survey in June 1991..
 EO0428
 EO0428.The geoid height was determined by GEOID03.
 EO0428
 EO0428.The dynamic height is computed by dividing the NAVD 88
 EO0428.geopotential number by the normal gravity value computed on the
 EO0428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0428.degrees latitude (g = 980.6199 gals.).
 EO0428
 EO0428.The modeled gravity was interpolated from observed gravity values.
 EO0428
 EO0428;                    North         East    Units  Estimated Accuracy
 EO0428;SPC NM E     -   379,560.      234,350.      MT  (+/- 180 meters Scaled)
 EO0428
 EO0428                          SUPERSEDED SURVEY CONTROL
 EO0428
 EO0428  NGVD 29 (??/??/92) 1343.413  (m)         4407.51   (f) ADJ UNCH    1 2
 EO0428
 EO0428.Superseded values are not recommended for survey control.
 EO0428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0428.See file dsdata.txt to determine how the superseded data were derived.
 EO0428
 EO0428_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFU305097(NAD 83)
 EO0428_MARKER: DB = BENCH MARK DISK
 EO0428_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EO0428_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EO0428_STAMPING: E 160 1958
 EO0428_MARK LOGO: CGS   
 EO0428_PROJECTION: PROJECTING 5 CENTIMETERS
 EO0428_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EO0428+STABILITY: SURFACE MOTION
 EO0428
 EO0428  HISTORY     - Date     Condition        Report By
 EO0428  HISTORY     - 1958     MONUMENTED       CGS
 EO0428  HISTORY     - 1982     GOOD             NGS
 EO0428
 EO0428                          STATION DESCRIPTION
 EO0428
 EO0428'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 EO0428'2.85 MI E FROM MELROSE.
 EO0428'ABOUT 2.85 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 EO0428'FROM THE STATION AT MELROSE, 73 FEET NORTHEAST OF MILE POST 678, 74
 EO0428'FEET NORTH OF THE NEAR RAIL, 64 FEET SOUTH OF THE CENTER LINE OF THE
 EO0428'HIGHWAY, 30 FEET EAST OF A TELEPHONE POLE, 3 FEET WEST OF A METAL
 EO0428'WITNESS POST, ABOUT 5 FEET BELOW THE LEVEL OF THE TRACK, AND IN THE
 EO0428'TOP OF A CONCRETE POST PROJECTING 7 INCHES.
 EO0428
 EO0428                          STATION RECOVERY (1982)
 EO0428
 EO0428'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 EO0428'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  34.1 KM (21.2
 EO0428'MI) WESTERLY ALONG THE SANTA FE RAILROAD FROM THE RAILROAD STATION IN
 EO0428'CLOVIS, 51.2 METERS (168.0 FT) SOUTH OF THE CENTERLINE OF U.S.
 EO0428'HIGHWAY 60, 22.6 METERS (74.1 FT) NORTH OF THE NEAR RAIL, 22.3 METERS
 EO0428'(73.2 FT) NORTHEAST OF MILEPOST 678 AND 0.9 METER (3.0 FT) WEST OF A
 EO0428'CONCRETE WITNESS POST.
 EO0428'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 EO0428'THE MARK IS 1.8 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0358 ***********************************************************************
 EP0358  DESIGNATION -  E 161
 EP0358  PID         -  EP0358
 EP0358  STATE/COUNTY-  NM/TORRANCE
 EP0358  USGS QUAD   -  NEGRA (1978)
 EP0358
 EP0358                         *CURRENT SURVEY CONTROL
 EP0358  ___________________________________________________________________
 EP0358* NAD 83(1986)-  34 39 13.     (N)    105 35 12.     (W)     SCALED    
 EP0358* NAVD 88     -      1909.262  (meters)    6263.97   (feet)  ADJUSTED  
 EP0358  ___________________________________________________________________
 EP0358  GEOID HEIGHT-         -19.76  (meters)                     GEOID03
 EP0358  DYNAMIC HT  -        1906.567 (meters)    6255.13  (feet)  COMP
 EP0358  MODELED GRAV-     979,154.8   (mgal)                       NAVD 88
 EP0358
 EP0358  VERT ORDER  -  FIRST     CLASS II
 EP0358
 EP0358.The horizontal coordinates were scaled from a topographic map and have
 EP0358.an estimated accuracy of +/- 6 seconds.
 EP0358
 EP0358.The orthometric height was determined by differential leveling
 EP0358.and adjusted by the National Geodetic Survey in June 1991..
 EP0358
 EP0358.The geoid height was determined by GEOID03.
 EP0358
 EP0358.The dynamic height is computed by dividing the NAVD 88
 EP0358.geopotential number by the normal gravity value computed on the
 EP0358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EP0358.degrees latitude (g = 980.6199 gals.).
 EP0358
 EP0358.The modeled gravity was interpolated from observed gravity values.
 EP0358
 EP0358;                    North         East    Units  Estimated Accuracy
 EP0358;SPC NM C     -   405,350.      560,800.      MT  (+/- 180 meters Scaled)
 EP0358
 EP0358                          SUPERSEDED SURVEY CONTROL
 EP0358
 EP0358  NGVD 29 (??/??/92) 1908.458  (m)         6261.33   (f) ADJ UNCH    1 2
 EP0358
 EP0358.Superseded values are not recommended for survey control.
 EP0358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EP0358.See file dsdata.txt to determine how the superseded data were derived.
 EP0358
 EP0358_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDU462347(NAD 83)
 EP0358_MARKER: DB = BENCH MARK DISK
 EP0358_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EP0358_SP_SET: RETAINING WALL
 EP0358_STAMPING: E 161 1958
 EP0358_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EP0358
 EP0358  HISTORY     - Date     Condition        Report By
 EP0358  HISTORY     - 1958     MONUMENTED       CGS
 EP0358
 EP0358                          STATION DESCRIPTION
 EP0358
 EP0358'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 EP0358'7.85 MI W FROM ENCINO.
 EP0358'ABOUT 7.85 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 EP0358'FROM THE STATION AT ENCINO, 17 POLES EAST OF MILEPOST 812, IN THE TOP
 EP0358'OF THE EAST END OF THE NORTH CONCRETE RETAINING WALL OF AN ARCH
 EP0358'BRIDGE, 13 FEET NORTH OF THE NORTH RAIL, AND ABOUT 4 FEET BELOW THE
 EP0358'LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0575 ***********************************************************************
 GL0575  DESIGNATION -  E 166
 GL0575  PID         -  GL0575
 GL0575  STATE/COUNTY-  NM/UNION
 GL0575  USGS QUAD   -  WEDDING CAKE BUTTE (1972)
 GL0575
 GL0575                         *CURRENT SURVEY CONTROL
 GL0575  ___________________________________________________________________
 GL0575* NAD 83(1986)-  36 56 38.     (N)    103 09 27.     (W)     SCALED    
 GL0575* NAVD 88     -      1387.380  (meters)    4551.76   (feet)  ADJUSTED  
 GL0575  ___________________________________________________________________
 GL0575  GEOID HEIGHT-         -21.87  (meters)                     GEOID03
 GL0575  DYNAMIC HT  -        1385.824 (meters)    4546.66  (feet)  COMP
 GL0575  MODELED GRAV-     979,461.9   (mgal)                       NAVD 88
 GL0575
 GL0575  VERT ORDER  -  SECOND    CLASS 0
 GL0575
 GL0575.The horizontal coordinates were scaled from a topographic map and have
 GL0575.an estimated accuracy of +/- 6 seconds.
 GL0575
 GL0575.The orthometric height was determined by differential leveling
 GL0575.and adjusted by the National Geodetic Survey in June 1991..
 GL0575
 GL0575.The geoid height was determined by GEOID03.
 GL0575
 GL0575.The dynamic height is computed by dividing the NAVD 88
 GL0575.geopotential number by the normal gravity value computed on the
 GL0575.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0575.degrees latitude (g = 980.6199 gals.).
 GL0575
 GL0575.The modeled gravity was interpolated from observed gravity values.
 GL0575
 GL0575;                    North         East    Units  Estimated Accuracy
 GL0575;SPC NM E     -   659,900.      269,730.      MT  (+/- 180 meters Scaled)
 GL0575
 GL0575                          SUPERSEDED SURVEY CONTROL
 GL0575
 GL0575  NGVD 29 (??/??/92) 1386.640  (m)         4549.33   (f) ADJ UNCH    2 0
 GL0575
 GL0575.Superseded values are not recommended for survey control.
 GL0575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0575.See file dsdata.txt to determine how the superseded data were derived.
 GL0575
 GL0575_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA640902(NAD 83)
 GL0575_MARKER: DB = BENCH MARK DISK
 GL0575_SETTING: 0 = UNSPECIFIED SETTING
 GL0575_STAMPING: E 166 1935
 GL0575_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GL0575
 GL0575  HISTORY     - Date     Condition        Report By
 GL0575  HISTORY     - 1935     MONUMENTED       CGS
 GL0575  HISTORY     - 1939     GOOD             NGS
 GL0575
 GL0575                          STATION DESCRIPTION
 GL0575
 GL0575'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 GL0575'11.6 MI W FROM KENTON, OK.
 GL0575'11.6 MILES WEST OF KENTON, OKLA., ALONG U.S. HIGHWAY 64, 0.2 MILE EAST
 GL0575'OF POINT WHERE ABANDONED TELEPHONE LINE CROSSES HIGHWAY, 90 FEET NORTH
 GL0575'OF CENTERLINE OF HIGHWAY, 55 FEET NORTH OF FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0052 ***********************************************************************
 DT0052  DESIGNATION -  E 167
 DT0052  PID         -  DT0052
 DT0052  STATE/COUNTY-  NM/CATRON
 DT0052  USGS QUAD   -  TULAROSA CANYON (1981)
 DT0052
 DT0052                         *CURRENT SURVEY CONTROL
 DT0052  ___________________________________________________________________
 DT0052* NAD 83(1986)-  33 59 02.     (N)    108 22 39.     (W)     SCALED    
 DT0052* NAVD 88     -      2426.785  (meters)    7961.88   (feet)  ADJUSTED  
 DT0052  ___________________________________________________________________
 DT0052  GEOID HEIGHT-         -21.71  (meters)                     GEOID03
 DT0052  DYNAMIC HT  -        2422.827 (meters)    7948.89  (feet)  COMP
 DT0052  MODELED GRAV-     978,917.7   (mgal)                       NAVD 88
 DT0052
 DT0052  VERT ORDER  -  SECOND    CLASS 0
 DT0052
 DT0052.The horizontal coordinates were scaled from a topographic map and have
 DT0052.an estimated accuracy of +/- 6 seconds.
 DT0052
 DT0052.The orthometric height was determined by differential leveling
 DT0052.and adjusted by the National Geodetic Survey in June 1991..
 DT0052
 DT0052.The geoid height was determined by GEOID03.
 DT0052
 DT0052.The dynamic height is computed by dividing the NAVD 88
 DT0052.geopotential number by the normal gravity value computed on the
 DT0052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0052.degrees latitude (g = 980.6199 gals.).
 DT0052
 DT0052.The modeled gravity was interpolated from observed gravity values.
 DT0052
 DT0052;                    North         East    Units  Estimated Accuracy
 DT0052;SPC NM W     -   331,010.      779,720.      MT  (+/- 180 meters Scaled)
 DT0052
 DT0052                          SUPERSEDED SURVEY CONTROL
 DT0052
 DT0052  NGVD 29 (??/??/92) 2425.683  (m)         7958.26   (f) ADJ UNCH    2 0
 DT0052
 DT0052.Superseded values are not recommended for survey control.
 DT0052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0052.See file dsdata.txt to determine how the superseded data were derived.
 DT0052
 DT0052_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYC422634(NAD 83)
 DT0052_MARKER: DB = BENCH MARK DISK
 DT0052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DT0052_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DT0052_STAMPING: E 167 1935
 DT0052_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DT0052+STABILITY: SURFACE MOTION
 DT0052
 DT0052  HISTORY     - Date     Condition        Report By
 DT0052  HISTORY     - 1935     MONUMENTED       CGS
 DT0052  HISTORY     - 1975     MARK NOT FOUND   USGS
 DT0052
 DT0052                          STATION DESCRIPTION
 DT0052
 DT0052'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DT0052'8.2 MI E FROM ARAGON.
 DT0052'8.2 MI. E. ALONG STATE NO. 12, THENCE N. 4.9 MI. ALONG ROAD TO MANGAS.
 DT0052'ON A NORTH, GRASSY SLOPE, ABOUT 75 FT. S.E. OF POINT WHERE ROAD
 DT0052'CROSSES WASH, ABOUT 42 FT. S. OF CENTER LINE OF ROAD AND ABOUT 33 FT.
 DT0052'S.E. OF A 24 INCH PINE TREE.
 DT0052
 DT0052                          STATION RECOVERY (1975)
 DT0052
 DT0052'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 DT0052'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0105 ***********************************************************************
 ER0105  DESIGNATION -  E 168
 ER0105  PID         -  ER0105
 ER0105  STATE/COUNTY-  NM/CATRON
 ER0105  USGS QUAD   -  LARGO MESA (1981)
 ER0105
 ER0105                         *CURRENT SURVEY CONTROL
 ER0105  ___________________________________________________________________
 ER0105* NAD 83(1986)-  34 09 22.     (N)    108 31 24.     (W)     SCALED    
 ER0105* NAVD 88     -      2281.131  (meters)    7484.01   (feet)  ADJUSTED  
 ER0105  ___________________________________________________________________
 ER0105  GEOID HEIGHT-         -21.54  (meters)                     GEOID03
 ER0105  DYNAMIC HT  -        2277.528 (meters)    7472.19  (feet)  COMP
 ER0105  MODELED GRAV-     978,974.2   (mgal)                       NAVD 88
 ER0105
 ER0105  VERT ORDER  -  SECOND    CLASS 0
 ER0105
 ER0105.The horizontal coordinates were scaled from a topographic map and have
 ER0105.an estimated accuracy of +/- 6 seconds.
 ER0105
 ER0105.The orthometric height was determined by differential leveling
 ER0105.and adjusted by the National Geodetic Survey in June 1991..
 ER0105
 ER0105.The geoid height was determined by GEOID03.
 ER0105
 ER0105.The dynamic height is computed by dividing the NAVD 88
 ER0105.geopotential number by the normal gravity value computed on the
 ER0105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0105.degrees latitude (g = 980.6199 gals.).
 ER0105
 ER0105.The modeled gravity was interpolated from observed gravity values.
 ER0105
 ER0105;                    North         East    Units  Estimated Accuracy
 ER0105;SPC NM W     -   350,190.      766,380.      MT  (+/- 180 meters Scaled)
 ER0105
 ER0105                          SUPERSEDED SURVEY CONTROL
 ER0105
 ER0105  NGVD 29 (??/??/92) 2280.100  (m)         7480.63   (f) ADJ UNCH    2 0
 ER0105
 ER0105.Superseded values are not recommended for survey control.
 ER0105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0105.See file dsdata.txt to determine how the superseded data were derived.
 ER0105
 ER0105_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYC283822(NAD 83)
 ER0105_MARKER: DB = BENCH MARK DISK
 ER0105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ER0105_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ER0105_STAMPING: E 168 1935
 ER0105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0105+STABILITY: SURFACE MOTION
 ER0105
 ER0105  HISTORY     - Date     Condition        Report By
 ER0105  HISTORY     - 1935     MONUMENTED       CGS
 ER0105  HISTORY     - 1977     GOOD             USGS
 ER0105
 ER0105                          STATION DESCRIPTION
 ER0105
 ER0105'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 ER0105'14.1 MI NW FROM MANGAS RANGER STA.
 ER0105'14.1 MI. N.W. ALONG CASTLE ROCK ROAD.  ABOUT 1.2 MI. N. OF THE LARGO
 ER0105'RANCH HOUSE, ON A LOW KNOLL ON THE OUTSIDE OF A CURVE IN THE ROAD,
 ER0105'ABOUT 45 FT. N.W. OF THE CENTER LINE OF THE ROAD AND ABOUT 60 FT. N.W.
 ER0105'OF THE CREEK BANK.
 ER0105
 ER0105                          STATION RECOVERY (1977)
 ER0105
 ER0105'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 ER0105'U.S. POST OFFICE, QUEMADO, NEW MEXICO - 0.5 MILES WEST ALONG U.S.
 ER0105'HWY. 60 TO JUNCTION WITH STATE HWY. 32, 14.0 MILES SOUTH ALONG NEW
 ER0105'MEXICO STATE HWY. 32 TO ROAD JUNCTION SOUTHEAST TO QUEMADO LAKE, THEN
 ER0105'1.9 MILE SOUTHEAST ALONG GRAVELED ROAD TO ROAD-JUNCTION EAST, THEN
 ER0105'0.1 MILE NORTHEAST TO ROAD-JUNCTION NORTHWEST, THEN 0.3 MILE
 ER0105'NORTHWEST THROUGH WIRE GATE TO TOP OF LOW KNOLL, 10 FT. NORTH OF C/L
 ER0105'ROAD, STANDARD TABLET SET IN CONCRETE POST PROJ. 0.1 FOOT-TABLET
 ER0105'STAMPED E 168 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0437 ***********************************************************************
 EQ0437  DESIGNATION -  E 169
 EQ0437  PID         -  EQ0437
 EQ0437  STATE/COUNTY-  NM/CATRON
 EQ0437  USGS QUAD   -  THIRD CANYON (1964)
 EQ0437
 EQ0437                         *CURRENT SURVEY CONTROL
 EQ0437  ___________________________________________________________________
 EQ0437* NAD 83(1986)-  34 24 03.     (N)    107 56 43.     (W)     SCALED    
 EQ0437* NAVD 88     -      2249.876  (meters)    7381.47   (feet)  POSTED    
 EQ0437  ___________________________________________________________________
 EQ0437  GEOID HEIGHT-         -21.09  (meters)                     GEOID03
 EQ0437  DYNAMIC HT  -        2246.400 (meters)    7370.06  (feet)  COMP
 EQ0437  MODELED GRAV-     979,009.2   (mgal)                       NAVD 88
 EQ0437
 EQ0437  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EQ0437
 EQ0437.The horizontal coordinates were scaled from a topographic map and have
 EQ0437.an estimated accuracy of +/- 6 seconds.
 EQ0437
 EQ0437.The orthometric height was determined by differential leveling
 EQ0437.and adjusted by the National Geodetic Survey in 1992..
 EQ0437.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EQ0437.rate of 0.0 thru 1.0 mm/km.
 EQ0437
 EQ0437.The geoid height was determined by GEOID03.
 EQ0437
 EQ0437.The dynamic height is computed by dividing the NAVD 88
 EQ0437.geopotential number by the normal gravity value computed on the
 EQ0437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0437.degrees latitude (g = 980.6199 gals.).
 EQ0437
 EQ0437.The modeled gravity was interpolated from observed gravity values.
 EQ0437
 EQ0437;                    North         East    Units  Estimated Accuracy
 EQ0437;SPC NM W     -   377,120.      819,710.      MT  (+/- 180 meters Scaled)
 EQ0437
 EQ0437                          SUPERSEDED SURVEY CONTROL
 EQ0437
 EQ0437  NGVD 29 (??/??/92) 2248.890  (m)         7378.23   (f) ADJ UNCH    2 0
 EQ0437
 EQ0437.Superseded values are not recommended for survey control.
 EQ0437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0437.See file dsdata.txt to determine how the superseded data were derived.
 EQ0437
 EQ0437_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBU292105(NAD 83)
 EQ0437_MARKER: DB = BENCH MARK DISK
 EQ0437_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EQ0437_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EQ0437_STAMPING: E 169 1935
 EQ0437_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EQ0437+STABILITY: SURFACE MOTION
 EQ0437
 EQ0437  HISTORY     - Date     Condition        Report By
 EQ0437  HISTORY     - 1935     MONUMENTED       CGS
 EQ0437  HISTORY     - 1941     GOOD             NGS
 EQ0437
 EQ0437                          STATION DESCRIPTION
 EQ0437
 EQ0437'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 EQ0437'10.9 MI NE FROM TRES LAGUNAS.
 EQ0437'TO REACH BENCH MARK FROM THE POST OFFICE AT TRES LAGUNAS, PROCEED
 EQ0437'NORTHEAST ON GRADED ROAD, GO 9.8 MILES TO INTERSECTION OF ROAD NEAR
 EQ0437'THE MCPHAUL RANCH.  THENCE, TURN LEFT (NORTH) AND CONTINUE NORTHEAST,
 EQ0437'GO 1.1 MILES TO SITE OF BENCH MARK.  BENCH MARK IS ABOUT 200.0 FEET
 EQ0437'SOUTH OF AND ABOUT THE CENTER OF A CRESCENT SHAPED ROCK CLIFF.  40.0
 EQ0437'FEET NORTH OF AND ABOUT 1.0 FOOT ABOVE THE CENTERLINE OF THE ROAD. 2.5
 EQ0437'FEET SOUTH OF A 4 X 4 INCH WOODEN MARKER POST.  THE MONUMENT PROJECTS
 EQ0437'0.2 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0356 ***********************************************************************
 GN0356  DESIGNATION -  E 18
 GN0356  PID         -  GN0356
 GN0356  STATE/COUNTY-  NM/SAN JUAN
 GN0356  USGS QUAD   -  AZTEC (1985)
 GN0356
 GN0356                         *CURRENT SURVEY CONTROL
 GN0356  ___________________________________________________________________
 GN0356* NAD 83(1986)-  36 50 35.     (N)    107 58 33.     (W)     SCALED    
 GN0356* NAVD 88     -      1733.816  (meters)    5688.36   (feet)  POSTED    
 GN0356  ___________________________________________________________________
 GN0356  GEOID HEIGHT-         -20.77  (meters)                     GEOID03
 GN0356  DYNAMIC HT  -        1731.640 (meters)    5681.22  (feet)  COMP
 GN0356  MODELED GRAV-     979,312.9   (mgal)                       NAVD 88
 GN0356
 GN0356  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 GN0356
 GN0356.The horizontal coordinates were scaled from a topographic map and have
 GN0356.an estimated accuracy of +/- 6 seconds.
 GN0356
 GN0356.The orthometric height was determined by differential leveling
 GN0356.and adjusted by the National Geodetic Survey in 1992..
 GN0356.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 GN0356.rate of 2.1 thru 3.0 mm/km.
 GN0356
 GN0356.The geoid height was determined by GEOID03.
 GN0356
 GN0356.The dynamic height is computed by dividing the NAVD 88
 GN0356.geopotential number by the normal gravity value computed on the
 GN0356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GN0356.degrees latitude (g = 980.6199 gals.).
 GN0356
 GN0356.The modeled gravity was interpolated from observed gravity values.
 GN0356
 GN0356;                    North         East    Units  Estimated Accuracy
 GN0356;SPC NM W     -   648,080.      817,290.      MT  (+/- 180 meters Scaled)
 GN0356
 GN0356                          SUPERSEDED SURVEY CONTROL
 GN0356
 GN0356  NGVD 29 (??/??/92) 1732.795  (m)         5685.01   (f) ADJ UNCH    1 2
 GN0356
 GN0356.Superseded values are not recommended for survey control.
 GN0356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0356.See file dsdata.txt to determine how the superseded data were derived.
 GN0356
 GN0356_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBA346815(NAD 83)
 GN0356_MARKER: DB = BENCH MARK DISK
 GN0356_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GN0356_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GN0356_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GN0356+STABILITY: SURFACE MOTION
 GN0356
 GN0356  HISTORY     - Date     Condition        Report By
 GN0356  HISTORY     - UNK      MONUMENTED       CGS
 GN0356  HISTORY     - 1928     GOOD             NGS
 GN0356  HISTORY     - 1934     GOOD             NGS
 GN0356  HISTORY     - 1981     GOOD             USGS
 GN0356  HISTORY     - 1984     MARK NOT FOUND   NGS
 GN0356
 GN0356                          STATION DESCRIPTION
 GN0356
 GN0356'DESCRIBED BY NATIONAL GEODETIC SURVEY 1928
 GN0356'1.4 MI NE FROM AZTEC.
 GN0356'0.4 MILES SOUTHWEST OF MILE POST NO. 480, 18 FT. EAST OF THE
 GN0356'CENTERLINE OF THE D. AND R. G.W. RR. TRACKS, 30 FT. NORTH OF A FARM
 GN0356'ROAD CROSSING.
 GN0356
 GN0356                          STATION RECOVERY (1934)
 GN0356
 GN0356'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 GN0356'RECOVERED IN GOOD CONDITION.
 GN0356
 GN0356                          STATION RECOVERY (1981)
 GN0356
 GN0356'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 GN0356'FROM THE JUNCTION OF US 550 AND STATE 44 IN AZTEC, 1.55 MILES NNE
 GN0356'ALONG 550 TO T-RD EAST LEADING TO HOUSE BELONGING TO MONROE BOTELER
 GN0356'(505-334-8248). TABLET IS 245 FT CENTER OF HIGHWAY AT T-RD EAST, 93
 GN0356'FT NW OF NW CORNER OF HOUSE AND 39.5 FT SSE OF FENCE CORNER IN GARDEN
 GN0356'AREA. A STANDARD DISK STAMPED, 5685.012 E 18 1928 PROJECTING ABOUT 1
 GN0356'FT ABOVE THE GROUND AND SET IN THE TOP OF A CEMENT POST.
 GN0356
 GN0356                          STATION RECOVERY (1984)
 GN0356
 GN0356'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GN0356'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0006 ***********************************************************************
 FN0006  DESIGNATION -  E 19
 FN0006  PID         -  FN0006
 FN0006  STATE/COUNTY-  NM/HARDING
 FN0006  USGS QUAD   -  ROY (1974)
 FN0006
 FN0006                         *CURRENT SURVEY CONTROL
 FN0006  ___________________________________________________________________
 FN0006* NAD 83(1986)-  35 54 30.     (N)    104 10 22.     (W)     SCALED    
 FN0006* NAVD 88     -      1773.521  (meters)    5818.63   (feet)  ADJUSTED  
 FN0006  ___________________________________________________________________
 FN0006  GEOID HEIGHT-         -19.93  (meters)                     GEOID03
 FN0006  DYNAMIC HT  -        1771.264 (meters)    5811.22  (feet)  COMP
 FN0006  MODELED GRAV-     979,296.9   (mgal)                       NAVD 88
 FN0006
 FN0006  VERT ORDER  -  SECOND    CLASS 0
 FN0006
 FN0006.The horizontal coordinates were scaled from a topographic map and have
 FN0006.an estimated accuracy of +/- 6 seconds.
 FN0006
 FN0006.The orthometric height was determined by differential leveling
 FN0006.and adjusted by the National Geodetic Survey in June 1991..
 FN0006
 FN0006.The geoid height was determined by GEOID03.
 FN0006
 FN0006.The dynamic height is computed by dividing the NAVD 88
 FN0006.geopotential number by the normal gravity value computed on the
 FN0006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FN0006.degrees latitude (g = 980.6199 gals.).
 FN0006
 FN0006.The modeled gravity was interpolated from observed gravity values.
 FN0006
 FN0006;                    North         East    Units  Estimated Accuracy
 FN0006;SPC NM E     -   544,360.      179,490.      MT  (+/- 180 meters Scaled)
 FN0006
 FN0006                          SUPERSEDED SURVEY CONTROL
 FN0006
 FN0006  NGVD 29 (??/??/92) 1772.733  (m)         5816.04   (f) ADJ UNCH    2 0
 FN0006
 FN0006.Superseded values are not recommended for survey control.
 FN0006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0006.See file dsdata.txt to determine how the superseded data were derived.
 FN0006
 FN0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEV746740(NAD 83)
 FN0006_MARKER: DB = BENCH MARK DISK
 FN0006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FN0006_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FN0006_STAMPING: 5816.041 E 19 1928
 FN0006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FN0006+STABILITY: SURFACE MOTION
 FN0006
 FN0006  HISTORY     - Date     Condition        Report By
 FN0006  HISTORY     - 1928     MONUMENTED       CGS
 FN0006  HISTORY     - 1934     GOOD             NGS
 FN0006  HISTORY     - 1974     MARK NOT FOUND   USGS
 FN0006
 FN0006                          STATION DESCRIPTION
 FN0006
 FN0006'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FN0006'2 1/2 MI SE FROM ROY.
 FN0006'2 1/2 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 FN0006'ROY, HARDING COUNTY, 0.4 MILE NORTH OF MILEPOST 1693, 20 FEET SOUTH OF
 FN0006'A ROAD CROSSING, AND 58 FEET EAST OF THE CENTERLINE OF THE TRACK. A
 FN0006'STANDARD DISK, STAMPED 5816.041 E 19 1928 AND SET IN THE TOP OF A
 FN0006'CONCRETE POST.  NOTE-- THE RAILROAD HAS BEEN DISMANTLED.
 FN0006
 FN0006                          STATION RECOVERY (1974)
 FN0006
 FN0006'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 FN0006'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0548 ***********************************************************************
 DR0548  DESIGNATION -  E 193
 DR0548  PID         -  DR0548
 DR0548  STATE/COUNTY-  NM/LINCOLN
 DR0548  USGS QUAD   -  TINNIE (1989)
 DR0548
 DR0548                         *CURRENT SURVEY CONTROL
 DR0548  ___________________________________________________________________
 DR0548* NAD 83(1986)-  33 22 18.     (N)    105 14 50.     (W)     SCALED    
 DR0548* NAVD 88     -      1580.276  (meters)    5184.62   (feet)  ADJUSTED  
 DR0548  ___________________________________________________________________
 DR0548  GEOID HEIGHT-         -20.90  (meters)                     GEOID03
 DR0548  DYNAMIC HT  -        1577.950 (meters)    5176.99  (feet)  COMP
 DR0548  MODELED GRAV-     979,109.8   (mgal)                       NAVD 88
 DR0548
 DR0548  VERT ORDER  -  SECOND    CLASS 0
 DR0548
 DR0548.The horizontal coordinates were scaled from a topographic map and have
 DR0548.an estimated accuracy of +/- 6 seconds.
 DR0548
 DR0548.The orthometric height was determined by differential leveling
 DR0548.and adjusted by the National Geodetic Survey in June 1991..
 DR0548
 DR0548.The geoid height was determined by GEOID03.
 DR0548
 DR0548.The dynamic height is computed by dividing the NAVD 88
 DR0548.geopotential number by the normal gravity value computed on the
 DR0548.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0548.degrees latitude (g = 980.6199 gals.).
 DR0548
 DR0548.The modeled gravity was interpolated from observed gravity values.
 DR0548
 DR0548;                    North         East    Units  Estimated Accuracy
 DR0548;SPC NM C     -   263,420.      593,310.      MT  (+/- 180 meters Scaled)
 DR0548
 DR0548                          SUPERSEDED SURVEY CONTROL
 DR0548
 DR0548  NGVD 29 (??/??/92) 1579.606  (m)         5182.42   (f) ADJ UNCH    2 0
 DR0548
 DR0548.Superseded values are not recommended for survey control.
 DR0548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0548.See file dsdata.txt to determine how the superseded data were derived.
 DR0548
 DR0548_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDS770925(NAD 83)
 DR0548_MARKER: DB = BENCH MARK DISK
 DR0548_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DR0548_SP_SET: BRIDGE
 DR0548_STAMPING: E 193 1939
 DR0548_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR0548
 DR0548  HISTORY     - Date     Condition        Report By
 DR0548  HISTORY     - 1939     MONUMENTED       CGS
 DR0548
 DR0548                          STATION DESCRIPTION
 DR0548
 DR0548'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 DR0548'2.1 MI E FROM HONDO.
 DR0548'2.1 MILES EAST ALONG U.S. HIGHWAY 70 FROM THE GENERAL STORE AT HONDO,
 DR0548'LINCOLN COUNTY, AT A CONCRETE BRIDGE, IN THE TOP OF THE SOUTHEAST END
 DR0548'OF THE NORTHEAST CONCRETE COPING WALL, 18 FEET NORTHEAST OF THE
 DR0548'CENTERLINE OF THE HIGHWAY, AND ABOUT 1 FOOT HIGHER THAN THE HIGHWAY. A
 DR0548'STANDARD DISK, STAMPED E 193 1939.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0351 ***********************************************************************
 EO0351  DESIGNATION -  E 194
 EO0351  PID         -  EO0351
 EO0351  STATE/COUNTY-  NM/ROOSEVELT
 EO0351  USGS QUAD   -  PORTALES (1985)
 EO0351
 EO0351                         *CURRENT SURVEY CONTROL
 EO0351  ___________________________________________________________________
 EO0351* NAD 83(1986)-  34 14 02.     (N)    103 16 36.     (W)     SCALED    
 EO0351* NAVD 88     -      1236.214  (meters)    4055.81   (feet)  ADJUSTED  
 EO0351  ___________________________________________________________________
 EO0351  GEOID HEIGHT-         -23.11  (meters)                     GEOID03
 EO0351  DYNAMIC HT  -        1234.619 (meters)    4050.58  (feet)  COMP
 EO0351  MODELED GRAV-     979,302.2   (mgal)                       NAVD 88
 EO0351
 EO0351  VERT ORDER  -  FIRST     CLASS II
 EO0351
 EO0351.The horizontal coordinates were scaled from a topographic map and have
 EO0351.an estimated accuracy of +/- 6 seconds.
 EO0351
 EO0351.The orthometric height was determined by differential leveling
 EO0351.and adjusted by the National Geodetic Survey in June 1991..
 EO0351
 EO0351.The geoid height was determined by GEOID03.
 EO0351
 EO0351.The dynamic height is computed by dividing the NAVD 88
 EO0351.geopotential number by the normal gravity value computed on the
 EO0351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0351.degrees latitude (g = 980.6199 gals.).
 EO0351
 EO0351.The modeled gravity was interpolated from observed gravity values.
 EO0351
 EO0351;                    North         East    Units  Estimated Accuracy
 EO0351;SPC NM E     -   359,100.      262,350.      MT  (+/- 180 meters Scaled)
 EO0351
 EO0351                          SUPERSEDED SURVEY CONTROL
 EO0351
 EO0351.No superseded survey control is available for this station.
 EO0351
 EO0351_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFT587894(NAD 83)
 EO0351_MARKER: DB = BENCH MARK DISK
 EO0351_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EO0351_SP_SET: CULVERT
 EO0351_STAMPING: E 194 1939
 EO0351_MARK LOGO: CGS   
 EO0351_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EO0351
 EO0351  HISTORY     - Date     Condition        Report By
 EO0351  HISTORY     - 1939     MONUMENTED       CGS
 EO0351  HISTORY     - 1940     GOOD             NGS
 EO0351  HISTORY     - 1980     MARK NOT FOUND   USGS
 EO0351  HISTORY     - 1982     GOOD             NGS
 EO0351
 EO0351                          STATION DESCRIPTION
 EO0351
 EO0351'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 EO0351'4.7 MI NE FROM PORTALES.
 EO0351'4.7 MILES NORTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 EO0351'FROM THE STATION AT PORTALES, 3-1/2 POLES NORTHEAST OF MILEPOST 13,
 EO0351'180 FEET NORTHWEST OF THE CENTERLINE OF U.S. HIGHWAY 70, 125 FEET
 EO0351'SOUTHEAST OF THE CENTERLINE OF THE TRACK, AT A 24-INCH HIGHWAY
 EO0351'CULVERT, IN THE CENTER OF THE TOP OF THE NORTHWEST CONCRETE HEADWALL,
 EO0351'AND 15 FEET NORTHWEST OF THE CENTERLINE OF THE OLD HIGHWAY BED.  A
 EO0351'STANDARD DISK, STAMPED E 194 1939.
 EO0351
 EO0351                          STATION RECOVERY (1980)
 EO0351
 EO0351'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 EO0351'COURTHOUSE, ROOSEVELT COUNTY, PORTALES, N.M., PROCEED NE ALONG U.S.
 EO0351'HWY 70 3.8 MILES TO A CROSS-OVER BETWEEN HIGHWAYS AND A TRACK ROAD ON
 EO0351'THE LEFT AND FOLLOW TRACK ROAD 0.05 MILE TO TRACK RD ON SE SIDE OF RR
 EO0351'TRACK, TURN RIGHT AND FOLLOW TRACK RD ALONG OLD HWY GRADE FOR 1.0
 EO0351'MILE TO BM ON THE LEFT. BM IS IN THE CENTER OF THE TOP OF THE NW
 EO0351'CONCRETE HEADWALL OF CONCRETE CULVERT, 15' NW OF CENTER OF RD, 125'
 EO0351'SE OF RR TRACK AND 180' NW OF CENTER OF S BOUND LANE OF U.S. HWY 70.
 EO0351
 EO0351                          STATION RECOVERY (1982)
 EO0351
 EO0351'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 EO0351'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  7.7 KM (4.8
 EO0351'MI) NORTHEASTERLY ALONG THE SANTA FE RAILROAD FROM THE RAILROAD
 EO0351'STATION IN PORTALES, 0.2 KM (0.1 MI) NORTHEAST OF MILEPOST 13, IN THE
 EO0351'TOP CENTER OF THE NORTHWEST HEADWALL OF A 4 BY 8 FT CONCRETE PIPE
 EO0351'CULVERT UNDER A DIRT ROAD, 54.9 METERS (180.1 FT) NORTHWEST OF THE
 EO0351'SOUTHWEST BOUND LANES OF U.S. HIGHWAY 70, 52.4 METERS (171.9 FT) WEST
 EO0351'OF HIGHWAY MILEPOST 429, 39.0 METERS (128.0 FT) SOUTHEAST OF THE NEAR
 EO0351'RAIL AND 4.6 METERS (15.1 FT) NORTHWEST OF THE CENTER OF THE ROAD.
 EO0351'THE MARK IS 1.9 METERS  N FROM A WITNESS POST.
 EO0351'THE MARK IS 0.6 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0310 ***********************************************************************
 EP0310  DESIGNATION -  E 195
 EP0310  PID         -  EP0310
 EP0310  STATE/COUNTY-  NM/LINCOLN
 EP0310  USGS QUAD   -  COWBOY MESA NE (1981)
 EP0310
 EP0310                         *CURRENT SURVEY CONTROL
 EP0310  ___________________________________________________________________
 EP0310* NAD 83(1986)-  34 09 10.     (N)    105 00 42.     (W)     SCALED    
 EP0310* NAVD 88     -      1580.268  (meters)    5184.60   (feet)  ADJUSTED  
 EP0310  ___________________________________________________________________
 EP0310  GEOID HEIGHT-         -22.31  (meters)                     GEOID03
 EP0310  DYNAMIC HT  -        1578.010 (meters)    5177.19  (feet)  COMP
 EP0310  MODELED GRAV-     979,151.5   (mgal)                       NAVD 88
 EP0310
 EP0310  VERT ORDER  -  SECOND    CLASS 0
 EP0310
 EP0310.The horizontal coordinates were scaled from a topographic map and have
 EP0310.an estimated accuracy of +/- 6 seconds.
 EP0310
 EP0310.The orthometric height was determined by differential leveling
 EP0310.and adjusted by the National Geodetic Survey in June 1991..
 EP0310
 EP0310.The geoid height was determined by GEOID03.
 EP0310
 EP0310.The dynamic height is computed by dividing the NAVD 88
 EP0310.geopotential number by the normal gravity value computed on the
 EP0310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EP0310.degrees latitude (g = 980.6199 gals.).
 EP0310
 EP0310.The modeled gravity was interpolated from observed gravity values.
 EP0310
 EP0310;                    North         East    Units  Estimated Accuracy
 EP0310;SPC NM C     -   350,290.      614,190.      MT  (+/- 180 meters Scaled)
 EP0310
 EP0310                          SUPERSEDED SURVEY CONTROL
 EP0310
 EP0310  NGVD 29 (??/??/92) 1579.511  (m)         5182.11   (f) ADJ UNCH    2 0
 EP0310
 EP0310.Superseded values are not recommended for survey control.
 EP0310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EP0310.See file dsdata.txt to determine how the superseded data were derived.
 EP0310
 EP0310_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDT989790(NAD 83)
 EP0310_MARKER: DB = BENCH MARK DISK
 EP0310_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EP0310_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EP0310_STAMPING: E 195 1939
 EP0310_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EP0310+STABILITY: SURFACE MOTION
 EP0310
 EP0310  HISTORY     - Date     Condition        Report By
 EP0310  HISTORY     - 1939     MONUMENTED       CGS
 EP0310
 EP0310                          STATION DESCRIPTION
 EP0310
 EP0310'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 EP0310'6.1 MI E FROM LON.
 EP0310'ON THE ROSWELL-CORONA HIGHWAY, 6.1 MILES EAST OF POST OFFICE.  0.6
 EP0310'MILES WEST OF A WIND MILL.  50.0 FT. SOUTH OF THE CENTERLINE OF
 EP0310'HIGHWAY.  LEVEL WITH THE SURFACE OF HIGHWAY.  ON TOP OF A CONCRETE
 EP0310'POST, PROJECTING 1.0 FT. ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0555 ***********************************************************************
 GL0555  DESIGNATION -  E 196
 GL0555  PID         -  GL0555
 GL0555  STATE/COUNTY-  NM/UNION
 GL0555  USGS QUAD   -  TRAVESSER PARK (1972)
 GL0555
 GL0555                         *CURRENT SURVEY CONTROL
 GL0555  ___________________________________________________________________
 GL0555* NAD 83(1986)-  36 57 09.     (N)    103 28 41.     (W)     SCALED    
 GL0555* NAVD 88     -      1564.592  (meters)    5133.17   (feet)  ADJUSTED  
 GL0555  ___________________________________________________________________
 GL0555  GEOID HEIGHT-         -20.69  (meters)                     GEOID03
 GL0555  DYNAMIC HT  -        1562.783 (meters)    5127.23  (feet)  COMP
 GL0555  MODELED GRAV-     979,419.4   (mgal)                       NAVD 88
 GL0555
 GL0555  VERT ORDER  -  SECOND    CLASS 0
 GL0555
 GL0555.The horizontal coordinates were scaled from a topographic map and have
 GL0555.an estimated accuracy of +/- 6 seconds.
 GL0555
 GL0555.The orthometric height was determined by differential leveling
 GL0555.and adjusted by the National Geodetic Survey in June 1991..
 GL0555
 GL0555.The geoid height was determined by GEOID03.
 GL0555
 GL0555.The dynamic height is computed by dividing the NAVD 88
 GL0555.geopotential number by the normal gravity value computed on the
 GL0555.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0555.degrees latitude (g = 980.6199 gals.).
 GL0555
 GL0555.The modeled gravity was interpolated from observed gravity values.
 GL0555
 GL0555;                    North         East    Units  Estimated Accuracy
 GL0555;SPC NM E     -   660,550.      241,170.      MT  (+/- 180 meters Scaled)
 GL0555
 GL0555                          SUPERSEDED SURVEY CONTROL
 GL0555
 GL0555  NGVD 29 (??/??/??) 1563.50   (m)         5129.6    (f) RESET       3  
 GL0555
 GL0555.Superseded values are not recommended for survey control.
 GL0555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0555.See file dsdata.txt to determine how the superseded data were derived.
 GL0555
 GL0555_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA355906(NAD 83)
 GL0555_MARKER: DB = BENCH MARK DISK
 GL0555_SETTING: 66 = SET IN ROCK OUTCROP
 GL0555_SP_SET: OUTCROP
 GL0555_STAMPING: E 196 1939
 GL0555_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GL0555+STABILITY: POSITION/ELEVATION WELL
 GL0555
 GL0555  HISTORY     - Date     Condition        Report By
 GL0555  HISTORY     - 1939     MONUMENTED       CGS
 GL0555  HISTORY     - 1955     GOOD             NGS
 GL0555
 GL0555                          STATION DESCRIPTION
 GL0555
 GL0555'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GL0555'30.2 MI E FROM FOLSOM.
 GL0555'30.2 MILES EAST ALONG STATE ROAD 325 FROM THE COLORADO AND SOUTHERN
 GL0555'RAILROAD STATION AT FOLSOM, 0.6 MILE WEST OF A JUNCTION WITH STATE
 GL0555'ROAD 370, 94.5 FEET SOUTH OF A FENCE, 67 FEET SOUTH OF THE CENTER LINE
 GL0555'OF THE ROAD, 400 FEET NORTHWEST OF THE TOP OF A HILL, 34 FEET
 GL0555'NORTHWEST OF A LONE PINON TREE, FLUSH WITH THE GROUND, SET IN THE TOP
 GL0555'OF A SANDSTONE OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0398 ***********************************************************************
 FN0398  DESIGNATION -  E 197
 FN0398  PID         -  FN0398
 FN0398  STATE/COUNTY-  NM/RIO ARRIBA
 FN0398  USGS QUAD   -  CUNDIYO (1993)
 FN0398
 FN0398                         *CURRENT SURVEY CONTROL
 FN0398  ___________________________________________________________________
 FN0398* NAD 83(1986)-  35 59 49.     (N)    105 59 39.     (W)     SCALED    
 FN0398* NAVD 88     -      1780.640  (meters)    5841.98   (feet)  ADJUSTED  
 FN0398  ___________________________________________________________________
 FN0398  GEOID HEIGHT-         -18.70  (meters)                     GEOID03
 FN0398  DYNAMIC HT  -        1778.265 (meters)    5834.19  (feet)  COMP
 FN0398  MODELED GRAV-     979,236.1   (mgal)                       NAVD 88
 FN0398
 FN0398  VERT ORDER  -  SECOND    CLASS 0
 FN0398
 FN0398.The horizontal coordinates were scaled from a topographic map and have
 FN0398.an estimated accuracy of +/- 6 seconds.
 FN0398
 FN0398.The orthometric height was determined by differential leveling
 FN0398.and adjusted by the National Geodetic Survey in June 1991..
 FN0398
 FN0398.The geoid height was determined by GEOID03.
 FN0398
 FN0398.The dynamic height is computed by dividing the NAVD 88
 FN0398.geopotential number by the normal gravity value computed on the
 FN0398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FN0398.degrees latitude (g = 980.6199 gals.).
 FN0398
 FN0398.The modeled gravity was interpolated from observed gravity values.
 FN0398
 FN0398;                    North         East    Units  Estimated Accuracy
 FN0398;SPC NM C     -   554,200.      523,070.      MT  (+/- 180 meters Scaled)
 FN0398
 FN0398                          SUPERSEDED SURVEY CONTROL
 FN0398
 FN0398  NGVD 29 (??/??/92) 1779.640  (m)         5838.70   (f) ADJ UNCH    2 0
 FN0398
 FN0398.Superseded values are not recommended for survey control.
 FN0398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0398.See file dsdata.txt to determine how the superseded data were derived.
 FN0398
 FN0398_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV103840(NAD 83)
 FN0398_MARKER: DB = BENCH MARK DISK
 FN0398_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FN0398_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FN0398_STAMPING: E 197 1940
 FN0398_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FN0398+STABILITY: SURFACE MOTION
 FN0398
 FN0398  HISTORY     - Date     Condition        Report By
 FN0398  HISTORY     - 1940     MONUMENTED       CGS
 FN0398  HISTORY     - 1941     GOOD             NGS
 FN0398
 FN0398                          STATION DESCRIPTION
 FN0398
 FN0398'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 FN0398'3.8 MI W FROM CHIMAYO.
 FN0398'TO REACH FROM THE CHIMAYO PUBLIC SCHOOL, PROCEED WESTERLY ALONG
 FN0398'GRAVELED ROAD TOWARDS ESPANOLA, GO 3.8 MILES.  BENCH MARK IS ABOUT 125
 FN0398'YARDS WESTERLY FROM ABOUT CENTER OF A CURVE.  IT IS ABOUT 55 YARDS
 FN0398'WESTERLY FROM NORTH-SOUTH DRY WASH WHICH DIVIDES TWO GRAVEL HILLS. IT
 FN0398'IS 45 FEET NORTHERLY FROM AND ABOUT LEVEL WITH CENTER LINE OF THE
 FN0398'HIGHWAY.  IT IS 20.3 FEET NORTHERLY FROM FENCE AND ABOUT 16 FEET
 FN0398'SOUTHERLY FROM FOOT OF BANK OF A GRAVEL HILL.  IT IS 2.3 FEET EASTERLY
 FN0398'FROM A 4 X 4-INCH WOODEN POST.  STD. DISK IN CONCRETE POST PROJECTING
 FN0398'ABOUT 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0595 ***********************************************************************
 FO0595  DESIGNATION -  E 198 RESET
 FO0595  PID         -  FO0595
 FO0595  STATE/COUNTY-  NM/SANDOVAL
 FO0595  USGS QUAD   -  JEMEZ SPRINGS (1976)
 FO0595
 FO0595                         *CURRENT SURVEY CONTROL
 FO0595  ___________________________________________________________________
 FO0595* NAD 83(1986)-  35 48 09.     (N)    106 40 52.     (W)     SCALED    
 FO0595* NAVD 88     -      1971.27   (meters)    6467.4    (feet)  RESET     
 FO0595  ___________________________________________________________________
 FO0595  GEOID HEIGHT-         -19.08  (meters)                     GEOID03
 FO0595
 FO0595  VERT ORDER  -  THIRD
 FO0595
 FO0595.The horizontal coordinates were scaled from a topographic map and have
 FO0595.an estimated accuracy of +/- 6 seconds.
 FO0595
 FO0595.The orthometric height was computed from unverified reset data.
 FO0595
 FO0595.The geoid height was determined by GEOID03.
 FO0595
 FO0595;                    North         East    Units  Estimated Accuracy
 FO0595;SPC NM C     -   532,690.      461,040.      MT  (+/- 180 meters Scaled)
 FO0595
 FO0595                          SUPERSEDED SURVEY CONTROL
 FO0595
 FO0595.No superseded survey control is available for this station.
 FO0595
 FO0595_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV481633(NAD 83)
 FO0595_MARKER: DD = SURVEY DISK
 FO0595_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FO0595_SP_SET: CONCRETE BLOCK
 FO0595_STAMPING: E 198 RESET 1960
 FO0595_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FO0595
 FO0595  HISTORY     - Date     Condition        Report By
 FO0595  HISTORY     - 1960     MONUMENTED       MNHD
 FO0595  HISTORY     - 1961     GOOD             NGS
 FO0595
 FO0595                          STATION DESCRIPTION
 FO0595
 FO0595'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 FO0595'1.9 MI N FROM JEMEZ SPRINGS.
 FO0595'THIS MARK IS LOCATED ABOUT 1.9 MILES NORTH ALONG STATE HIGHWAY 4 FROM
 FO0595'THE RANGER STATION AT JEMEZ SPRINGS, ABOUT 0.9 MILE NORTH OF SODA DAM,
 FO0595'ABOUT 51 FEET LEFT OF NEW HIGHWAY CENTERLINE AT STATION 95+16 AND SET
 FO0595'IN ABOUT AN 8-INCH SQUARE CONCRETE BLOCK PROTRUDING ABOUT FOUR INCHES
 FO0595'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0336 ***********************************************************************
 EO0336  DESIGNATION -  E 199
 EO0336  PID         -  EO0336
 EO0336  STATE/COUNTY-  NM/CURRY
 EO0336  USGS QUAD   -  MIDWAY (1985)
 EO0336
 EO0336                         *CURRENT SURVEY CONTROL
 EO0336  ___________________________________________________________________
 EO0336* NAD 83(1986)-  34 21 39.     (N)    103 13 24.     (W)     SCALED    
 EO0336* NAVD 88     -      1289.221  (meters)    4229.72   (feet)  ADJUSTED  
 EO0336  ___________________________________________________________________
 EO0336  GEOID HEIGHT-         -23.50  (meters)                     GEOID03
 EO0336  DYNAMIC HT  -        1287.533 (meters)    4224.18  (feet)  COMP
 EO0336  MODELED GRAV-     979,280.7   (mgal)                       NAVD 88
 EO0336
 EO0336  VERT ORDER  -  FIRST     CLASS II
 EO0336
 EO0336.The horizontal coordinates were scaled from a topographic map and have
 EO0336.an estimated accuracy of +/- 6 seconds.
 EO0336
 EO0336.The orthometric height was determined by differential leveling
 EO0336.and adjusted by the National Geodetic Survey in June 1991..
 EO0336
 EO0336.The geoid height was determined by GEOID03.
 EO0336
 EO0336.The dynamic height is computed by dividing the NAVD 88
 EO0336.geopotential number by the normal gravity value computed on the
 EO0336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0336.degrees latitude (g = 980.6199 gals.).
 EO0336
 EO0336.The modeled gravity was interpolated from observed gravity values.
 EO0336
 EO0336;                    North         East    Units  Estimated Accuracy
 EO0336;SPC NM E     -   373,240.      267,110.      MT  (+/- 180 meters Scaled)
 EO0336
 EO0336                          SUPERSEDED SURVEY CONTROL
 EO0336
 EO0336  NGVD 29 (??/??/92) 1288.632  (m)         4227.79   (f) ADJ UNCH    1 2
 EO0336
 EO0336.Superseded values are not recommended for survey control.
 EO0336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0336.See file dsdata.txt to determine how the superseded data were derived.
 EO0336
 EO0336_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFU633035(NAD 83)
 EO0336_MARKER: DB = BENCH MARK DISK
 EO0336_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EO0336_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EO0336_STAMPING: E 199 1940
 EO0336_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EO0336+STABILITY: SURFACE MOTION
 EO0336
 EO0336  HISTORY     - Date     Condition        Report By
 EO0336  HISTORY     - 1940     MONUMENTED       CGS
 EO0336  HISTORY     - 1982     MARK NOT FOUND   NGS
 EO0336
 EO0336                          STATION DESCRIPTION
 EO0336
 EO0336'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 EO0336'3.4 MI S FROM CLOVIS.
 EO0336'3.4 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 EO0336'THE STATION AT CLOVIS, AT A TRACK-ROAD CROSSING, 50 FEET SOUTH OF THE
 EO0336'CENTERLINE OF THE ROAD, 41 FEET EAST OF THE CENTERLINE OF THE TRACK,
 EO0336'16 FEET SOUTHWEST OF AN IRON RIGHT-OF-WAY POST, AND 3 FEET NORTH OF A
 EO0336'WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED E 199 1940 AND
 EO0336'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE GROUND.
 EO0336
 EO0336                          STATION RECOVERY (1982)
 EO0336
 EO0336'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 EO0336'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0305 ***********************************************************************
 EQ0305  DESIGNATION -  E 2
 EQ0305  PID         -  EQ0305
 EQ0305  STATE/COUNTY-  NM/VALENCIA
 EQ0305  USGS QUAD   -  RIO PUERCO (1991)
 EQ0305
 EQ0305                         *CURRENT SURVEY CONTROL
 EQ0305  ___________________________________________________________________
 EQ0305* NAD 83(1986)-  34 47 39.     (N)    106 59 23.     (W)     SCALED    
 EQ0305* NAVD 88     -      1539.566  (meters)    5051.06   (feet)  POSTED    
 EQ0305  ___________________________________________________________________
 EQ0305  GEOID HEIGHT-         -21.77  (meters)                     GEOID03
 EQ0305  DYNAMIC HT  -        1537.430 (meters)    5044.05  (feet)  COMP
 EQ0305  MODELED GRAV-     979,195.8   (mgal)                       NAVD 88
 EQ0305
 EQ0305  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EQ0305
 EQ0305.The horizontal coordinates were scaled from a topographic map and have
 EQ0305.an estimated accuracy of +/- 6 seconds.
 EQ0305
 EQ0305.The orthometric height was determined by differential leveling
 EQ0305.and adjusted by the National Geodetic Survey in 1992..
 EQ0305.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EQ0305.rate of 0.0 thru 1.0 mm/km.
 EQ0305
 EQ0305.The geoid height was determined by GEOID03.
 EQ0305
 EQ0305.The dynamic height is computed by dividing the NAVD 88
 EQ0305.geopotential number by the normal gravity value computed on the
 EQ0305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0305.degrees latitude (g = 980.6199 gals.).
 EQ0305
 EQ0305.The modeled gravity was interpolated from observed gravity values.
 EQ0305
 EQ0305;                    North         East    Units  Estimated Accuracy
 EQ0305;SPC NM C     -   420,990.      432,310.      MT  (+/- 180 meters Scaled)
 EQ0305
 EQ0305                          SUPERSEDED SURVEY CONTROL
 EQ0305
 EQ0305  NGVD 29 (??/??/92) 1538.700  (m)         5048.22   (f) ADJ UNCH    1 2
 EQ0305
 EQ0305.Superseded values are not recommended for survey control.
 EQ0305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0305.See file dsdata.txt to determine how the superseded data were derived.
 EQ0305
 EQ0305_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU179520(NAD 83)
 EQ0305_MARKER: DB = BENCH MARK DISK
 EQ0305_SETTING: 66 = SET IN ROCK OUTCROP
 EQ0305_SP_SET: COPING STONE
 EQ0305_STAMPING: 5048.218
 EQ0305_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EQ0305+STABILITY: POSITION/ELEVATION WELL
 EQ0305
 EQ0305  HISTORY     - Date     Condition        Report By
 EQ0305  HISTORY     - UNK      MONUMENTED       CGS
 EQ0305  HISTORY     - 1934     GOOD             NGS
 EQ0305
 EQ0305                          STATION DESCRIPTION
 EQ0305
 EQ0305'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 EQ0305'0.5 MI E FROM RIO PUERCO.
 EQ0305'ABOUT 1/2 MILE EAST OF RIO PUERCO, VALENCIA COUNTY, N. MEX., 8 POLES
 EQ0305'EAST OF MILEPOST 34, IN THE NORTH END OF THE WEST ABUTMENT OF THE
 EQ0305'STEEL-TRUSS BRIDGE C34, OF THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 EQ0305'OVER THE RIO PUERCO, 1.15 FEET FROM THE FACE AND 1.2 FEET FROM THE END
 EQ0305'OF THE COPING STONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0131 ***********************************************************************
 GM0131  DESIGNATION -  E 20
 GM0131  PID         -  GM0131
 GM0131  STATE/COUNTY-  NM/COLFAX
 GM0131  USGS QUAD   -  FRENCH (1965)
 GM0131
 GM0131                         *CURRENT SURVEY CONTROL
 GM0131  ___________________________________________________________________
 GM0131* NAD 83(1986)-  36 28 21.     (N)    104 33 38.     (W)     SCALED    
 GM0131* NAVD 88     -      1775.572  (meters)    5825.36   (feet)  ADJUSTED  
 GM0131  ___________________________________________________________________
 GM0131  GEOID HEIGHT-         -18.75  (meters)                     GEOID03
 GM0131  DYNAMIC HT  -        1773.329 (meters)    5818.00  (feet)  COMP
 GM0131  MODELED GRAV-     979,306.0   (mgal)                       NAVD 88
 GM0131
 GM0131  VERT ORDER  -  FIRST     CLASS II
 GM0131
 GM0131.The horizontal coordinates were scaled from a topographic map and have
 GM0131.an estimated accuracy of +/- 6 seconds.
 GM0131
 GM0131.The orthometric height was determined by differential leveling
 GM0131.and adjusted by the National Geodetic Survey in June 1991..
 GM0131
 GM0131.The geoid height was determined by GEOID03.
 GM0131
 GM0131.The dynamic height is computed by dividing the NAVD 88
 GM0131.geopotential number by the normal gravity value computed on the
 GM0131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GM0131.degrees latitude (g = 980.6199 gals.).
 GM0131
 GM0131.The modeled gravity was interpolated from observed gravity values.
 GM0131
 GM0131;                    North         East    Units  Estimated Accuracy
 GM0131;SPC NM E     -   606,970.      144,640.      MT  (+/- 180 meters Scaled)
 GM0131
 GM0131                          SUPERSEDED SURVEY CONTROL
 GM0131
 GM0131  NGVD 29 (??/??/92) 1774.740  (m)         5822.63   (f) ADJ UNCH    1 2
 GM0131
 GM0131.Superseded values are not recommended for survey control.
 GM0131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0131.See file dsdata.txt to determine how the superseded data were derived.
 GM0131
 GM0131_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEA393364(NAD 83)
 GM0131_MARKER: DB = BENCH MARK DISK
 GM0131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GM0131_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GM0131_STAMPING: 5822.626 E 20 1929
 GM0131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GM0131+STABILITY: SURFACE MOTION
 GM0131
 GM0131  HISTORY     - Date     Condition        Report By
 GM0131  HISTORY     - 1929     MONUMENTED       CGS
 GM0131  HISTORY     - 1966     MARK NOT FOUND   USGS
 GM0131
 GM0131                          STATION DESCRIPTION
 GM0131
 GM0131'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 GM0131'IN FRENCH.
 GM0131'4.9 MILES SOUTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE R.R. FROM
 GM0131'THE STATION AT MAXWELL, COLFAX COUNTY, AT THE SITE OF THE DESTROYED
 GM0131'STATION AT FRENCH, COLFAX COUNTY, 100 FEET SOUTHEAST OF OLD US HWY.
 GM0131'85, 89 FEET NORTHWEST OF THE CENTER OF THE MAIN TRACK, AND 10 FEET
 GM0131'INSIDE THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED 5822.626 E 20
 GM0131'1929, AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0415 ***********************************************************************
 EO0415  DESIGNATION -  E 200
 EO0415  PID         -  EO0415
 EO0415  STATE/COUNTY-  NM/ROOSEVELT
 EO0415  USGS QUAD   -  FLOYD SE (1987)
 EO0415
 EO0415                         *CURRENT SURVEY CONTROL
 EO0415  ___________________________________________________________________
 EO0415* NAD 83(1986)-  34 03 32.     (N)    103 30 51.     (W)     SCALED    
 EO0415* NAVD 88     -      1293.017  (meters)    4242.17   (feet)  ADJUSTED  
 EO0415  ___________________________________________________________________
 EO0415  GEOID HEIGHT-         -22.75  (meters)                     GEOID03
 EO0415  DYNAMIC HT  -        1291.308 (meters)    4236.57  (feet)  COMP
 EO0415  MODELED GRAV-     979,268.8   (mgal)                       NAVD 88
 EO0415
 EO0415  VERT ORDER  -  FIRST     CLASS II
 EO0415
 EO0415.The horizontal coordinates were scaled from a topographic map and have
 EO0415.an estimated accuracy of +/- 6 seconds.
 EO0415
 EO0415.The orthometric height was determined by differential leveling
 EO0415.and adjusted by the National Geodetic Survey in June 1991..
 EO0415
 EO0415.The geoid height was determined by GEOID03.
 EO0415
 EO0415.The dynamic height is computed by dividing the NAVD 88
 EO0415.geopotential number by the normal gravity value computed on the
 EO0415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0415.degrees latitude (g = 980.6199 gals.).
 EO0415
 EO0415.The modeled gravity was interpolated from observed gravity values.
 EO0415
 EO0415;                    North         East    Units  Estimated Accuracy
 EO0415;SPC NM E     -   339,490.      240,620.      MT  (+/- 180 meters Scaled)
 EO0415
 EO0415                          SUPERSEDED SURVEY CONTROL
 EO0415
 EO0415.No superseded survey control is available for this station.
 EO0415
 EO0415_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFT371696(NAD 83)
 EO0415_MARKER: DB = BENCH MARK DISK
 EO0415_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EO0415_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EO0415_STAMPING: E 200 1940
 EO0415_MARK LOGO: CGS   
 EO0415_PROJECTION: RECESSED 15 CENTIMETERS
 EO0415_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EO0415+STABILITY: SURFACE MOTION
 EO0415
 EO0415  HISTORY     - Date     Condition        Report By
 EO0415  HISTORY     - 1940     MONUMENTED       CGS
 EO0415  HISTORY     - 1982     GOOD             NGS
 EO0415
 EO0415                          STATION DESCRIPTION
 EO0415
 EO0415'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 EO0415'11.2 MI NE FROM ELIDA.
 EO0415'11.2 MILES NORTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 EO0415'FROM THE STATION AT ELIDA, 38 FEET SOUTHWEST OF MILEPOST 31, 96 FEET
 EO0415'SOUTHEAST OF THE CENTERLINE OF THE TRACK, 44 FEET NORTHWEST OF THE
 EO0415'CENTERLINE OF U.S. HIGHWAY 70, IN LINE WITH TWO IRON RIGHT-OF-WAY
 EO0415'POSTS AND A VERTICAL SECTION OF AN IRON RAIL (IRON MILEPOST 31), 4
 EO0415'FEET NORTHWEST OF AN IRON RIGHT-OF-WAY POST, AND 3 FEET NORTHEAST OF A
 EO0415'WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED E 200 1940 AND
 EO0415'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE GROUND.
 EO0415
 EO0415                          STATION RECOVERY (1982)
 EO0415
 EO0415'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 EO0415'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  21.3 KM (13.25
 EO0415'MI) SOUTHWESTERLY ALONG THE SANTA FE RAILROAD FROM THE RAILROAD
 EO0415'STATION IN PORTALES, 31.7 METERS (104.0 FT) SOUTHEAST OF MILEPOST 31,
 EO0415'28.5 METERS (93.5 FT) SOUTHEAST OF THE NEAR RAIL, 16.8 METERS (55.1
 EO0415'FT) NORTHWEST OF THE CENTERLINE OF U.S.  HIGHWAY 70, 12.4 METERS
 EO0415'(40.7 FT) SOUTH-SOUTHWEST OF A UTILITY POLE, 1.2 METERS (3.9 FT)
 EO0415'NORTHWEST OF A STEEL RIGHT-OF-WAY MARKER AND 0.9 METER (3.0 FT)
 EO0415'NORTH-NORTHEAST OF A WOODEN WITNESS POST.
 EO0415'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 EO0415'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0569 ***********************************************************************
 DQ0569  DESIGNATION -  E 201
 DQ0569  PID         -  DQ0569
 DQ0569  STATE/COUNTY-  NM/ROOSEVELT
 DQ0569  USGS QUAD   -  KENNA (1979)
 DQ0569
 DQ0569                         *CURRENT SURVEY CONTROL
 DQ0569  ___________________________________________________________________
 DQ0569* NAD 83(1986)-  33 48 50.     (N)    103 49 35.     (W)     SCALED    
 DQ0569* NAVD 88     -      1327.689  (meters)    4355.93   (feet)  ADJUSTED  
 DQ0569  ___________________________________________________________________
 DQ0569  GEOID HEIGHT-         -22.87  (meters)                     GEOID03
 DQ0569  DYNAMIC HT  -        1325.890 (meters)    4350.02  (feet)  COMP
 DQ0569  MODELED GRAV-     979,234.3   (mgal)                       NAVD 88
 DQ0569
 DQ0569  VERT ORDER  -  FIRST     CLASS II
 DQ0569
 DQ0569.The horizontal coordinates were scaled from a topographic map and have
 DQ0569.an estimated accuracy of +/- 6 seconds.
 DQ0569
 DQ0569.The orthometric height was determined by differential leveling
 DQ0569.and adjusted by the National Geodetic Survey in June 1991..
 DQ0569
 DQ0569.The geoid height was determined by GEOID03.
 DQ0569
 DQ0569.The dynamic height is computed by dividing the NAVD 88
 DQ0569.geopotential number by the normal gravity value computed on the
 DQ0569.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0569.degrees latitude (g = 980.6199 gals.).
 DQ0569
 DQ0569.The modeled gravity was interpolated from observed gravity values.
 DQ0569
 DQ0569;                    North         East    Units  Estimated Accuracy
 DQ0569;SPC NM E     -   312,130.      211,930.      MT  (+/- 180 meters Scaled)
 DQ0569
 DQ0569                          SUPERSEDED SURVEY CONTROL
 DQ0569
 DQ0569.No superseded survey control is available for this station.
 DQ0569
 DQ0569_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFT086421(NAD 83)
 DQ0569_MARKER: DB = BENCH MARK DISK
 DQ0569_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0569_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DQ0569_STAMPING: E 201 1941
 DQ0569_MARK LOGO: CGS   
 DQ0569_PROJECTION: PROJECTING 20 CENTIMETERS
 DQ0569_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0569+STABILITY: SURFACE MOTION
 DQ0569
 DQ0569  HISTORY     - Date     Condition        Report By
 DQ0569  HISTORY     - 1941     MONUMENTED       CGS
 DQ0569  HISTORY     - 1982     GOOD             NGS
 DQ0569
 DQ0569                          STATION DESCRIPTION
 DQ0569
 DQ0569'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 DQ0569'3.5 MI SW FROM KENNA.
 DQ0569'3.5 MILES SOUTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 DQ0569'FROM THE STATION AT KENNA, 88 FEET NORTHWEST OF IRON MILEPOST 56, 98
 DQ0569'FEET NORTHWEST OF THE CENTERLINE OF THE TRACK, 2 FEET SOUTHEAST OF THE
 DQ0569'RIGHT-OF-WAY FENCE, 3 FEET SOUTHWEST OF A WHITE WOODEN WITNESS POST,
 DQ0569'AND ABOUT 2 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED E 201
 DQ0569'1941 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE
 DQ0569'GROUND.
 DQ0569
 DQ0569                          STATION RECOVERY (1982)
 DQ0569
 DQ0569'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 DQ0569'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  6.0 KM (3.75
 DQ0569'MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 70 FROM THE POST OFFICE IN
 DQ0569'KENNA, 0.1 KM (0.05 MI) SOUTHWEST OF THE JUNCTION OF A GRAVELED ROAD
 DQ0569'LEADING SOUTH, 34.1 METERS (111.9 FT) SOUTHEAST OF THE CENTERLINE OF
 DQ0569'THE HIGHWAY, 29.1 METERS (95.5 FT) NORTHWEST OF THE NEAR RAIL OF THE
 DQ0569'SANTA FE RAILROAD, 26.9 METERS (88.3 FT) NORTHWEST OF RAILROAD
 DQ0569'MILEPOST 56 AND 18.1 METERS (59.4 FT) SOUTHWEST OF A UTILITY POLE.
 DQ0569'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 DQ0569'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0304 ***********************************************************************
 DR0304  DESIGNATION -  E 203
 DR0304  PID         -  DR0304
 DR0304  STATE/COUNTY-  NM/CHAVES
 DR0304  USGS QUAD   -  ROSWELL NORTH (1975)
 DR0304
 DR0304                         *CURRENT SURVEY CONTROL
 DR0304  ___________________________________________________________________
 DR0304* NAD 83(1986)-  33 23 38.     (N)    104 36 35.     (W)     SCALED    
 DR0304* NAVD 88     -      1144.284  (meters)    3754.21   (feet)  ADJUSTED  
 DR0304  ___________________________________________________________________
 DR0304  GEOID HEIGHT-         -23.08  (meters)                     GEOID03
 DR0304  DYNAMIC HT  -        1142.705 (meters)    3749.02  (feet)  COMP
 DR0304  MODELED GRAV-     979,218.3   (mgal)                       NAVD 88
 DR0304
 DR0304  VERT ORDER  -  FIRST     CLASS II
 DR0304
 DR0304.The horizontal coordinates were scaled from a topographic map and have
 DR0304.an estimated accuracy of +/- 6 seconds.
 DR0304
 DR0304.The orthometric height was determined by differential leveling
 DR0304.and adjusted by the National Geodetic Survey in June 1991..
 DR0304
 DR0304.The geoid height was determined by GEOID03.
 DR0304
 DR0304.The dynamic height is computed by dividing the NAVD 88
 DR0304.geopotential number by the normal gravity value computed on the
 DR0304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0304.degrees latitude (g = 980.6199 gals.).
 DR0304
 DR0304.The modeled gravity was interpolated from observed gravity values.
 DR0304
 DR0304;                    North         East    Units  Estimated Accuracy
 DR0304;SPC NM E     -   265,470.      139,290.      MT  (+/- 180 meters Scaled)
 DR0304
 DR0304                          SUPERSEDED SURVEY CONTROL
 DR0304
 DR0304  NGVD 29 (??/??/92) 1143.725  (m)         3752.37   (f) ADJ UNCH    1 2
 DR0304
 DR0304.Superseded values are not recommended for survey control.
 DR0304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0304.See file dsdata.txt to determine how the superseded data were derived.
 DR0304
 DR0304_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES362950(NAD 83)
 DR0304_MARKER: DB = BENCH MARK DISK
 DR0304_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR0304_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DR0304_STAMPING: E 203 1941
 DR0304_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR0304+STABILITY: SURFACE MOTION
 DR0304
 DR0304  HISTORY     - Date     Condition        Report By
 DR0304  HISTORY     - 1941     MONUMENTED       CGS
 DR0304
 DR0304                          STATION DESCRIPTION
 DR0304
 DR0304'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 DR0304'5.0 MI W FROM ROSWELL.
 DR0304'5.0 MILES WEST ALONG U.S. HIGHWAY 70 FROM THE INTERSECTION OF MAIN AND
 DR0304'SECOND STREETS AT ROSWELL, CHAVES COUNTY, 0.8 MILE WEST OF A SERVICE
 DR0304'STATION, ABOUT 500 FEET EAST OF A TRIPLE-PIPE CULVERT, 3.5 FEET
 DR0304'NORTHEAST OF IRON RIGHT-OF-WAY POST 110+00, 49 FEET SOUTH OF THE
 DR0304'CENTERLINE OF THE HIGHWAY, 3 FEET WEST OF A WHITE WOODEN WITNESS POST,
 DR0304'AND ABOUT 2 FEET LOWER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED E
 DR0304'203 1941 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT
 DR0304'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0791 ***********************************************************************
 DR0791  DESIGNATION -  E 204
 DR0791  PID         -  DR0791
 DR0791  STATE/COUNTY-  NM/CHAVES
 DR0791  USGS QUAD   -  BAR C BAR RANCH (1991)
 DR0791
 DR0791                         *CURRENT SURVEY CONTROL
 DR0791  ___________________________________________________________________
 DR0791* NAD 83(1986)-  33 11 32.     (N)    104 11 09.     (W)     SCALED    
 DR0791* NAVD 88     -      1100.723  (meters)    3611.29   (feet)  ADJUSTED  
 DR0791  ___________________________________________________________________
 DR0791  GEOID HEIGHT-         -23.03  (meters)                     GEOID03
 DR0791  DYNAMIC HT  -        1099.224 (meters)    3606.37  (feet)  COMP
 DR0791  MODELED GRAV-     979,238.4   (mgal)                       NAVD 88
 DR0791
 DR0791  VERT ORDER  -  SECOND    CLASS 0
 DR0791
 DR0791.The horizontal coordinates were scaled from a topographic map and have
 DR0791.an estimated accuracy of +/- 6 seconds.
 DR0791
 DR0791.The orthometric height was determined by differential leveling
 DR0791.and adjusted by the National Geodetic Survey in June 1991..
 DR0791
 DR0791.The geoid height was determined by GEOID03.
 DR0791
 DR0791.The dynamic height is computed by dividing the NAVD 88
 DR0791.geopotential number by the normal gravity value computed on the
 DR0791.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0791.degrees latitude (g = 980.6199 gals.).
 DR0791
 DR0791.The modeled gravity was interpolated from observed gravity values.
 DR0791
 DR0791;                    North         East    Units  Estimated Accuracy
 DR0791;SPC NM E     -   243,080.      178,750.      MT  (+/- 180 meters Scaled)
 DR0791
 DR0791                          SUPERSEDED SURVEY CONTROL
 DR0791
 DR0791  NGVD 29 (??/??/92) 1100.261  (m)         3609.77   (f) ADJ UNCH    2 0
 DR0791
 DR0791.Superseded values are not recommended for survey control.
 DR0791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0791.See file dsdata.txt to determine how the superseded data were derived.
 DR0791
 DR0791_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES758728(NAD 83)
 DR0791_MARKER: DB = BENCH MARK DISK
 DR0791_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR0791_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DR0791_STAMPING: E 204 1941
 DR0791_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR0791+STABILITY: SURFACE MOTION
 DR0791
 DR0791  HISTORY     - Date     Condition        Report By
 DR0791  HISTORY     - 1941     MONUMENTED       CGS
 DR0791
 DR0791                          STATION DESCRIPTION
 DR0791
 DR0791'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 DR0791'12.6 MI E FROM DEXTER.
 DR0791'TO REACH BENCH MARK FROM THE DEXTER RAILROAD STATION, PROCEED EAST ON
 DR0791'MAIN ROAD, AND GO 2.0 MILES.  THENCE, TURN LEFT (NORTH), GO 0.8 MILES.
 DR0791'THENCE, TURN RIGHT (NORTHEAST), GO 0.3 MILES.  THENCE, TURN RIGHT
 DR0791'(EASTERLY), GO 1.7 MILES.  THENCE TURN RIGHT (SOUTH), GO 0.6 MILES.
 DR0791'THENCE TURN LEFT (EASTERLY), GO 2.6 MILES TO A FORK IN ROAD. THENCE,
 DR0791'TAKE LEFT FORK, GO 0.2 MILES TO ANOTHER FORK.  THENCE, TAKE RIGHT FORK
 DR0791'AND GO 4.4 MILES TO SITE OF BENCH MARK.  BENCH MARK IS 3.1 MILES WEST
 DR0791'OF A LARGE STEEL WATER TANK.  22 FEET SOUTH OF AND ABOUT THE SAME
 DR0791'ELEVATION AS THE CENTER LINE OF THE ROAD.  3 FEET WEST OF A 4 X 4 INCH
 DR0791'WOODEN MARKER POST.  THE MONUMENT PROJECTS 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0455 ***********************************************************************
 EQ0455  DESIGNATION -  E 205
 EQ0455  PID         -  EQ0455
 EQ0455  STATE/COUNTY-  NM/SOCORRO
 EQ0455  USGS QUAD   -  D CROSS MOUNTAIN (1964)
 EQ0455
 EQ0455                         *CURRENT SURVEY CONTROL
 EQ0455  ___________________________________________________________________
 EQ0455* NAD 83(1986)-  34 27 24.     (N)    107 41 53.     (W)     SCALED    
 EQ0455* NAVD 88     -      1992.244  (meters)    6536.22   (feet)  POSTED    
 EQ0455  ___________________________________________________________________
 EQ0455  GEOID HEIGHT-         -21.13  (meters)                     GEOID03
 EQ0455  DYNAMIC HT  -        1989.260 (meters)    6526.43  (feet)  COMP
 EQ0455  MODELED GRAV-     979,064.4   (mgal)                       NAVD 88
 EQ0455
 EQ0455  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EQ0455
 EQ0455.The horizontal coordinates were scaled from a topographic map and have
 EQ0455.an estimated accuracy of +/- 6 seconds.
 EQ0455
 EQ0455.The orthometric height was determined by differential leveling
 EQ0455.and adjusted by the National Geodetic Survey in 1992..
 EQ0455.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EQ0455.rate of 0.0 thru 1.0 mm/km.
 EQ0455
 EQ0455.The geoid height was determined by GEOID03.
 EQ0455
 EQ0455.The dynamic height is computed by dividing the NAVD 88
 EQ0455.geopotential number by the normal gravity value computed on the
 EQ0455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0455.degrees latitude (g = 980.6199 gals.).
 EQ0455
 EQ0455.The modeled gravity was interpolated from observed gravity values.
 EQ0455
 EQ0455;                    North         East    Units  Estimated Accuracy
 EQ0455;SPC NM C     -   384,260.      366,950.      MT  (+/- 180 meters Scaled)
 EQ0455
 EQ0455                          SUPERSEDED SURVEY CONTROL
 EQ0455
 EQ0455  NGVD 29 (??/??/92) 1991.377  (m)         6533.38   (f) ADJ UNCH    2 0
 EQ0455
 EQ0455.Superseded values are not recommended for survey control.
 EQ0455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0455.See file dsdata.txt to determine how the superseded data were derived.
 EQ0455
 EQ0455_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBU521160(NAD 83)
 EQ0455_MARKER: DB = BENCH MARK DISK
 EQ0455_SETTING: 66 = SET IN ROCK OUTCROP
 EQ0455_SP_SET: OUTCROP
 EQ0455_STAMPING: E 205 1941
 EQ0455_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EQ0455+STABILITY: POSITION/ELEVATION WELL
 EQ0455
 EQ0455  HISTORY     - Date     Condition        Report By
 EQ0455  HISTORY     - 1941     MONUMENTED       CGS
 EQ0455  HISTORY     - 1964     GOOD             USGS
 EQ0455
 EQ0455                          STATION DESCRIPTION
 EQ0455
 EQ0455'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 EQ0455'8.8 MI NW FROM MARTIN RANCH.
 EQ0455'MARTIN RANCH, 5.0 MI NORTH ALONG GRADED ROADS TO ROAD FORK, THENCE 1.0
 EQ0455'MI. WESTERLY ALONG TRACK ROAD TO WHERE ROAD CROSSES ALAMOCITA CREEK,
 EQ0455'THENCE 2.8 MI. SOUTHWEST ALONG ALAMOCITA CREEK, ON NORTH SIDE OF CREEK
 EQ0455'AT THE FOOT OF A ROCKY POINT, IN WHITE SANDSTONE OUTCROP, 2.5 FT.
 EQ0455'HIGHER THAN CREEK BED.  A STANDARD DISK STAMPED E 205 1941.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0439 ***********************************************************************
 DQ0439  DESIGNATION -  E 206
 DQ0439  PID         -  DQ0439
 DQ0439  STATE/COUNTY-  NM/CHAVES
 DQ0439  USGS QUAD   -  CEDAR POINT (1984)
 DQ0439
 DQ0439                         *CURRENT SURVEY CONTROL
 DQ0439  ___________________________________________________________________
 DQ0439* NAD 83(1986)-  33 01 51.     (N)    103 53 07.     (W)     SCALED    
 DQ0439* NAVD 88     -      1266.376  (meters)    4154.77   (feet)  ADJUSTED  
 DQ0439  ___________________________________________________________________
 DQ0439  GEOID HEIGHT-         -22.32  (meters)                     GEOID03
 DQ0439  DYNAMIC HT  -        1264.625 (meters)    4149.02  (feet)  COMP
 DQ0439  MODELED GRAV-     979,210.3   (mgal)                       NAVD 88
 DQ0439
 DQ0439  VERT ORDER  -  SECOND    CLASS 0
 DQ0439
 DQ0439.The horizontal coordinates were scaled from a topographic map and have
 DQ0439.an estimated accuracy of +/- 6 seconds.
 DQ0439
 DQ0439.The orthometric height was determined by differential leveling
 DQ0439.and adjusted by the National Geodetic Survey in June 1991..
 DQ0439
 DQ0439.The geoid height was determined by GEOID03.
 DQ0439
 DQ0439.The dynamic height is computed by dividing the NAVD 88
 DQ0439.geopotential number by the normal gravity value computed on the
 DQ0439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0439.degrees latitude (g = 980.6199 gals.).
 DQ0439
 DQ0439.The modeled gravity was interpolated from observed gravity values.
 DQ0439
 DQ0439;                    North         East    Units  Estimated Accuracy
 DQ0439;SPC NM E     -   225,260.      206,850.      MT  (+/- 180 meters Scaled)
 DQ0439
 DQ0439                          SUPERSEDED SURVEY CONTROL
 DQ0439
 DQ0439  NGVD 29 (??/??/92) 1265.860  (m)         4153.08   (f) ADJ UNCH    2 0
 DQ0439
 DQ0439.Superseded values are not recommended for survey control.
 DQ0439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0439.See file dsdata.txt to determine how the superseded data were derived.
 DQ0439
 DQ0439_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFS040552(NAD 83)
 DQ0439_MARKER: DB = BENCH MARK DISK
 DQ0439_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0439_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DQ0439_STAMPING: E 206 1941
 DQ0439_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0439+STABILITY: SURFACE MOTION
 DQ0439
 DQ0439  HISTORY     - Date     Condition        Report By
 DQ0439  HISTORY     - 1941     MONUMENTED       CGS
 DQ0439  HISTORY     - 1973     GOOD             USGS
 DQ0439
 DQ0439                          STATION DESCRIPTION
 DQ0439
 DQ0439'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 DQ0439'18.55 MI NW FROM MALJAMAR.
 DQ0439'IN CHAVES COUNTY, 1.1 MILES NORTHEAST ALONG U.S. HIGHWAY 82, FROM THE
 DQ0439'POST OFFICE AT MALJAMAR, LEA COUNTY, THENCE 11.2 MILES NORTH ALONG
 DQ0439'STATE HIGHWAY 31 TO THE JUNCTION OF STATE HIGHWAY 172, THENCE 5.2
 DQ0439'MILES WEST ALONG STATE HIGHWAY 31 TO A TRACK ROAD CROSSING, THENCE 0.6
 DQ0439'MILE NORTH TO OLD STATE HIGHWAY 31 ROAD BED, THENCE 0.35 MILE WEST.
 DQ0439'0.1 MILE EAST OF TRACK ROAD LEADING NORTH.  30 FEET NORTH CENTER OF
 DQ0439'ROAD.  A STANDARD DISK STAMPED E 206 1941 AND SET IN THE TOP OF A
 DQ0439'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0054 ***********************************************************************
 FO0054  DESIGNATION -  E 207
 FO0054  PID         -  FO0054
 FO0054  STATE/COUNTY-  NM/SANDOVAL
 FO0054  USGS QUAD   -  SANTO DOMINGO PUEBLO (1993)
 FO0054
 FO0054                         *CURRENT SURVEY CONTROL
 FO0054  ___________________________________________________________________
 FO0054* NAD 83(1986)-  35 37 25.     (N)    106 19 53.     (W)     SCALED    
 FO0054* NAVD 88     -      1603.953  (meters)    5262.30   (feet)  ADJUSTED  
 FO0054  ___________________________________________________________________
 FO0054  GEOID HEIGHT-         -20.23  (meters)                     GEOID03
 FO0054  DYNAMIC HT  -        1601.783 (meters)    5255.18  (feet)  COMP
 FO0054  MODELED GRAV-     979,225.3   (mgal)                       NAVD 88
 FO0054
 FO0054  VERT ORDER  -  SECOND    CLASS I
 FO0054
 FO0054.The horizontal coordinates were scaled from a topographic map and have
 FO0054.an estimated accuracy of +/- 6 seconds.
 FO0054
 FO0054.The orthometric height was determined by differential leveling
 FO0054.and adjusted by the National Geodetic Survey in September 1999..
 FO0054
 FO0054.The geoid height was determined by GEOID03.
 FO0054
 FO0054.The dynamic height is computed by dividing the NAVD 88
 FO0054.geopotential number by the normal gravity value computed on the
 FO0054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0054.degrees latitude (g = 980.6199 gals.).
 FO0054
 FO0054.The modeled gravity was interpolated from observed gravity values.
 FO0054
 FO0054;                    North         East    Units  Estimated Accuracy
 FO0054;SPC NM C     -   512,760.      492,630.      MT  (+/- 180 meters Scaled)
 FO0054
 FO0054                          SUPERSEDED SURVEY CONTROL
 FO0054
 FO0054  NAVD 88 (06/15/91) 1604.134  (m)         5262.90   (f) UNKNOWN     2 0
 FO0054  NGVD 29 (??/??/92) 1603.201  (m)         5259.84   (f) ADJ UNCH    2 0
 FO0054
 FO0054.Superseded values are not recommended for survey control.
 FO0054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0054.See file dsdata.txt to determine how the superseded data were derived.
 FO0054
 FO0054_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV794430(NAD 83)
 FO0054_MARKER: DB = BENCH MARK DISK
 FO0054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FO0054_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FO0054_STAMPING: E 207 1941
 FO0054_MARK LOGO: CGS   
 FO0054_MAGNETIC: N = NO MAGNETIC MATERIAL
 FO0054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO0054+STABILITY: SURFACE MOTION
 FO0054_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FO0054+SATELLITE: SATELLITE OBSERVATIONS - January 05, 1999
 FO0054
 FO0054  HISTORY     - Date     Condition        Report By
 FO0054  HISTORY     - 1941     MONUMENTED       CGS
 FO0054  HISTORY     - 1953     GOOD             USGS
 FO0054  HISTORY     - 19990105 GOOD             NGS
 FO0054
 FO0054                          STATION DESCRIPTION
 FO0054
 FO0054'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 FO0054'4.8 MI NW FROM PENABLANCA.
 FO0054'4.8 MILES NORTHWEST ALONG A ROAD LEADING TO JEMES SPRINGS FROM THE
 FO0054'CATHOLIC CHURCH AT PENABLANCA, SANDOVAL COUNTY, 0.6 MILES WEST OF A
 FO0054'JUNCTION OF A ROAD LEADING TO BLAND, 800 FEET SOUTHEAST OF THE ROAD
 FO0054'AND BOTTOM OF STEEP GRADE, 6 FEET NORTH OF A CEDAR POST AT THE ANGLE
 FO0054'OF FENCE.  A STANDARD DISK, STAMPED E 207 1941 AND SET IN THE TOP OF A
 FO0054'CONCRETE POST PROJECTING 0.5 FOOT ABOVE GROUND.
 FO0054
 FO0054                          STATION RECOVERY (1999)
 FO0054
 FO0054'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (WAS)
 FO0054'0.4 KM (0.25 MI) WESTERLY ALONG TURQUOISE STREET FROM THE POST OFFICE
 FO0054'IN COCHITI PUEBLO, THENCE 1.3 KM (0.80 MI) NORTHERLY ALONG STATE
 FO0054'HIGHWAY 22, THENCE 0.1 KM (0.05 MI) EASTERLY ALONG A GRAVELED ROAD,
 FO0054'THENCE 1.2 KM (0.75 MI) NORTHEASTERLY ALONG A GRAVELED ROAD ON THE
 FO0054'EAST SIDE OF THE SILE MAINE CANAL, 32.7 M (107.3 FT) NORTHEAST OF THE
 FO0054'ROAD CENTER, 24.2 M (79.4 FT) NORTHEAST OF THE CANAL, 2.5 M (8.2 FT)
 FO0054'ABOVE THE LEVEL OF THE ROAD, 1.1 M (3.6 FT) NORTHWEST OF A WITNESS
 FO0054'POST, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND
 FO0054'SURFACE.  NOTE--THE MONUMENT IS ON THE COCHITI INDIAN RESERVATION, MR.
 FO0054'ISAAC HERRERA, GOVERNOR, P.O. BOX 70, COCHITI PUEBLO, NM 87072. THE
 FO0054'MONUMENT HAS BEEN HIT AND MAY HAVE BEEN REPLANTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0081 ***********************************************************************
 FO0081  DESIGNATION -  E 208
 FO0081  PID         -  FO0081
 FO0081  STATE/COUNTY-  NM/SANDOVAL
 FO0081  USGS QUAD   -  BLAND (1993)
 FO0081
 FO0081                         *CURRENT SURVEY CONTROL
 FO0081  ___________________________________________________________________
 FO0081* NAD 83(1986)-  35 51 53.     (N)    106 28 12.     (W)     SCALED    
 FO0081* NAVD 88     -      2601.353  (meters)    8534.61   (feet)  ADJUSTED  
 FO0081  ___________________________________________________________________
 FO0081  GEOID HEIGHT-         -18.91  (meters)                     GEOID03
 FO0081  DYNAMIC HT  -        2597.433 (meters)    8521.74  (feet)  COMP
 FO0081  MODELED GRAV-     979,032.1   (mgal)                       NAVD 88
 FO0081
 FO0081  VERT ORDER  -  SECOND    CLASS 0
 FO0081
 FO0081.The horizontal coordinates were scaled from a topographic map and have
 FO0081.an estimated accuracy of +/- 6 seconds.
 FO0081
 FO0081.The orthometric height was determined by differential leveling
 FO0081.and adjusted by the National Geodetic Survey in June 1991..
 FO0081
 FO0081.The geoid height was determined by GEOID03.
 FO0081
 FO0081.The dynamic height is computed by dividing the NAVD 88
 FO0081.geopotential number by the normal gravity value computed on the
 FO0081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0081.degrees latitude (g = 980.6199 gals.).
 FO0081
 FO0081.The modeled gravity was interpolated from observed gravity values.
 FO0081
 FO0081;                    North         East    Units  Estimated Accuracy
 FO0081;SPC NM C     -   539,530.      480,130.      MT  (+/- 180 meters Scaled)
 FO0081
 FO0081                          SUPERSEDED SURVEY CONTROL
 FO0081
 FO0081  NGVD 29 (??/??/92) 2600.082  (m)         8530.44   (f) ADJ UNCH    2 0
 FO0081
 FO0081.Superseded values are not recommended for survey control.
 FO0081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0081.See file dsdata.txt to determine how the superseded data were derived.
 FO0081
 FO0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV672699(NAD 83)
 FO0081_MARKER: DB = BENCH MARK DISK
 FO0081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FO0081_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FO0081_STAMPING: E 206 1941
 FO0081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO0081+STABILITY: SURFACE MOTION
 FO0081
 FO0081  HISTORY     - Date     Condition        Report By
 FO0081  HISTORY     - 1941     MONUMENTED       CGS
 FO0081
 FO0081                          STATION DESCRIPTION
 FO0081
 FO0081'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 FO0081'16.3 MI SW FROM OTOWI.
 FO0081'6.4 MILES WEST ALONG A ROAD LEADING TO SULPHUR SPRINGS FROM THE POST
 FO0081'OFFICE AT OTOWI, SANDOVAL COUNTY, THENCE 1.2 MILES NORTHWEST ALONG
 FO0081'STATE HIGHWAY 4, AND THENCE 8.7 MILES SOUTHWEST ALONG AN OLD ROAD
 FO0081'LEADING TO SULPHUR SPRINGS, 0.3 MILE NORTHEAST OF THE CROSSING OVER A
 FO0081'CREEK, AT THE EAST END OF A VALLE GRANDE, AT THE SUMMIT OF A PROMINENT
 FO0081'HILL, 30 FEET SOUTHEAST OF THE CENTERLINE OF THE ROAD, 3.0 FEET SOUTH
 FO0081'OF A 4-BY 4-INCH WHITE WOODEN POST STENCILED USBM AND LEVEL WITH THE
 FO0081'GROUND.  A STANDARD DISK, STAMPED E 206 1941 AND SET IN THE TOP OF A
 FO0081'CONCRETE POST PROJECTING 6 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0030 ***********************************************************************
 FP0030  DESIGNATION -  E 209
 FP0030  PID         -  FP0030
 FP0030  STATE/COUNTY-  NM/MCKINLEY
 FP0030  USGS QUAD   -  CONTINENTAL DIVIDE (1995)
 FP0030
 FP0030                         *CURRENT SURVEY CONTROL
 FP0030  ___________________________________________________________________
 FP0030* NAD 83(1986)-  35 24 17.     (N)    108 15 13.     (W)     SCALED    
 FP0030* NAVD 88     -      2187.830  (meters)    7177.91   (feet)  ADJUSTED  
 FP0030  ___________________________________________________________________
 FP0030  GEOID HEIGHT-         -20.19  (meters)                     GEOID03
 FP0030  DYNAMIC HT  -        2184.699 (meters)    7167.63  (feet)  COMP
 FP0030  MODELED GRAV-     979,123.7   (mgal)                       NAVD 88
 FP0030
 FP0030  VERT ORDER  -  FIRST     CLASS II
 FP0030
 FP0030.The horizontal coordinates were scaled from a topographic map and have
 FP0030.an estimated accuracy of +/- 6 seconds.
 FP0030
 FP0030.The orthometric height was determined by differential leveling
 FP0030.and adjusted by the National Geodetic Survey in June 1991..
 FP0030.WARNING-Repeat measurements at this control monument indicate possible
 FP0030.vertical movement.
 FP0030
 FP0030.The geoid height was determined by GEOID03.
 FP0030
 FP0030.The dynamic height is computed by dividing the NAVD 88
 FP0030.geopotential number by the normal gravity value computed on the
 FP0030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0030.degrees latitude (g = 980.6199 gals.).
 FP0030
 FP0030.The modeled gravity was interpolated from observed gravity values.
 FP0030
 FP0030;                    North         East    Units  Estimated Accuracy
 FP0030;SPC NM W     -   488,560.      791,830.      MT  (+/- 180 meters Scaled)
 FP0030
 FP0030                          SUPERSEDED SURVEY CONTROL
 FP0030
 FP0030  NGVD 29 (??/??/92) 2186.725  (m)         7174.28   (f) ADJ UNCH    1 2
 FP0030
 FP0030.Superseded values are not recommended for survey control.
 FP0030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0030.See file dsdata.txt to determine how the superseded data were derived.
 FP0030
 FP0030_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYE494213(NAD 83)
 FP0030_MARKER: DB = BENCH MARK DISK
 FP0030_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FP0030_SP_SET: CULVERT
 FP0030_STAMPING: E 209 1941
 FP0030_MARK LOGO: CGS   
 FP0030_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FP0030
 FP0030  HISTORY     - Date     Condition        Report By
 FP0030  HISTORY     - 1941     MONUMENTED       CGS
 FP0030  HISTORY     - 1959     GOOD             NGS
 FP0030  HISTORY     - 1982     GOOD             NGS
 FP0030
 FP0030                          STATION DESCRIPTION
 FP0030
 FP0030'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 FP0030'1.6 MI NW FROM THOREAU.
 FP0030'TO REACH FROM THE ATCHISON, TOPEKA AND SANTA FE RAILROAD STATION AT
 FP0030'THOREAU-- GO 1.6 MILES NORTHWESTERLY ALONG THE ATCHISON, TOPEKA AND
 FP0030'SANTA FE RAILROAD RIGHT-OF-WAY TO THE SITE OF BENCH MARK.  BENCH MARK
 FP0030'IS ABOUT MIDWAY BETWEEN THE FIFTH AND SIXTH POLES NORTHWEST OF MILE
 FP0030'POLE NO. 127, 10.0 FEET NORTHEAST OF AND ABOUT 2.5 FEET BELOW THE
 FP0030'CENTERLINE OF THE MAIN NORTH TRACKS.  IT IS SET HORIZONTALLY IN THE
 FP0030'TOP OF THE NORTHEAST HEADWALL OF CONCRETE CULVERT NO. A 128, 1.0 FOOT
 FP0030'SOUTHEAST OF THE NORTHWEST END OF HEADWALL.
 FP0030
 FP0030                          STATION RECOVERY (1959)
 FP0030
 FP0030'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 FP0030'RECOVERED IN GOOD CONDITION.
 FP0030
 FP0030                          STATION RECOVERY (1982)
 FP0030
 FP0030'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FP0030'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  43.8 KM (27.2
 FP0030'MI) SOUTHEASTERLY ALONG INTERSTATE HIGHWAY 40 FROM ITS JUNCTION WITH
 FP0030'U. S. HIGHWAY 666 IN GALLUP, THENCE 0.3 KM (0.2 MI) NORTHEAST ALONG A
 FP0030'PAVED AND GRAVELED ROAD, THENCE 5.8 KM (3.6 MI) SOUTHEAST ALONG THE
 FP0030'SANTA FE RAILROAD OR 51.3 KM (31.85 MI) NORTHWESTERLY ALONG THE SANTA
 FP0030'FE RAILROAD FROM THE RAILROAD STATION IN GRANTS, 0.3 KM (0.2 MI)
 FP0030'NORTHWEST OF MILEPOST 127, IN THE NORTHWEST END OF THE NORTHEAST
 FP0030'CONCRETE HEADWALL OF A DOUBLE PIPE CULVERT, 2.8 METERS (9.2 FT)
 FP0030'NORTHEAST OF THE NEAR RAIL, 0.3 METER (1.0 FT) SOUTHEAST OF THE
 FP0030'NORTHWEST END OF THE HEADWALL AND 0.3 METER (1.0 FT) SOUTHWEST OF THE
 FP0030'NORTHEAST EDGE OF THE HEADWALL.
 FP0030'THE MARK IS 0.8 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0287 ***********************************************************************
 EP0287  DESIGNATION -  E 21
 EP0287  PID         -  EP0287
 EP0287  STATE/COUNTY-  NM/TORRANCE
 EP0287  USGS QUAD   -  DURAN NE (1981)
 EP0287
 EP0287                         *CURRENT SURVEY CONTROL
 EP0287  ___________________________________________________________________
 EP0287* NAD 83(1986)-  34 29 48.     (N)    105 21 57.     (W)     SCALED    
 EP0287* NAVD 88     -      1902.918  (meters)    6243.16   (feet)  ADJUSTED  
 EP0287  ___________________________________________________________________
 EP0287  GEOID HEIGHT-         -20.42  (meters)                     GEOID03
 EP0287  DYNAMIC HT  -        1900.196 (meters)    6234.23  (feet)  COMP
 EP0287  MODELED GRAV-     979,136.7   (mgal)                       NAVD 88
 EP0287
 EP0287  VERT ORDER  -  FIRST     CLASS II
 EP0287
 EP0287.The horizontal coordinates were scaled from a topographic map and have
 EP0287.an estimated accuracy of +/- 6 seconds.
 EP0287
 EP0287.The orthometric height was determined by differential leveling
 EP0287.and adjusted by the National Geodetic Survey in June 1991..
 EP0287
 EP0287.The geoid height was determined by GEOID03.
 EP0287
 EP0287.The dynamic height is computed by dividing the NAVD 88
 EP0287.geopotential number by the normal gravity value computed on the
 EP0287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EP0287.degrees latitude (g = 980.6199 gals.).
 EP0287
 EP0287.The modeled gravity was interpolated from observed gravity values.
 EP0287
 EP0287;                    North         East    Units  Estimated Accuracy
 EP0287;SPC NM C     -   388,100.      581,200.      MT  (+/- 180 meters Scaled)
 EP0287
 EP0287                          SUPERSEDED SURVEY CONTROL
 EP0287
 EP0287  NGVD 29 (??/??/92) 1902.092  (m)         6240.45   (f) ADJ UNCH    1 2
 EP0287
 EP0287.Superseded values are not recommended for survey control.
 EP0287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EP0287.See file dsdata.txt to determine how the superseded data were derived.
 EP0287
 EP0287_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDU664172(NAD 83)
 EP0287_MARKER: DB = BENCH MARK DISK
 EP0287_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EP0287_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EP0287_STAMPING: 6240.447 E-21 1932
 EP0287_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EP0287+STABILITY: SURFACE MOTION
 EP0287
 EP0287  HISTORY     - Date     Condition        Report By
 EP0287  HISTORY     - 1932     MONUMENTED       CGS
 EP0287  HISTORY     - 1975     GOOD             USGS
 EP0287  HISTORY     - 1981     MARK NOT FOUND   NGS
 EP0287
 EP0287                          STATION DESCRIPTION
 EP0287
 EP0287'DESCRIBED BY US GEOLOGICAL SURVEY 1975
 EP0287'2.4 MI NE FROM DURAN.
 EP0287'2.4 MILES NORTHEAST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 EP0287'STATION AT DURAN, TORRANCE COUNTY, 4 POLES NORTHEAST OF MP 1513, 95
 EP0287'FEET EAST OF THE CENTERLINE OF THE TRACK, 4 FEET WEST OF THE RIGHT OF
 EP0287'WAY FENCE.  A STANDARD DISK STAMPED 6240.447 E-21 1932 AND SET IN THE
 EP0287'TOP OF A CONCRETE POST.
 EP0287
 EP0287                          STATION RECOVERY (1981)
 EP0287
 EP0287'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 EP0287'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0698 ***********************************************************************
 FO0698  DESIGNATION -  E 210
 FO0698  PID         -  FO0698
 FO0698  STATE/COUNTY-  NM/CIBOLA
 FO0698  USGS QUAD   -  MILAN (1995)
 FO0698
 FO0698                         *CURRENT SURVEY CONTROL
 FO0698  ___________________________________________________________________
 FO0698* NAD 83(1986)-  35 13 14.     (N)    107 54 54.     (W)     SCALED    
 FO0698* NAVD 88     -      1999.963  (meters)    6561.55   (feet)  ADJUSTED  
 FO0698  ___________________________________________________________________
 FO0698  GEOID HEIGHT-         -20.32  (meters)                     GEOID03
 FO0698  DYNAMIC HT  -        1997.125 (meters)    6552.23  (feet)  COMP
 FO0698  MODELED GRAV-     979,143.8   (mgal)                       NAVD 88
 FO0698
 FO0698  VERT ORDER  -  FIRST     CLASS II
 FO0698
 FO0698.The horizontal coordinates were scaled from a topographic map and have
 FO0698.an estimated accuracy of +/- 6 seconds.
 FO0698
 FO0698.The orthometric height was determined by differential leveling
 FO0698.and adjusted by the National Geodetic Survey in June 1991..
 FO0698.WARNING-Repeat measurements at this control monument indicate possible
 FO0698.vertical movement.
 FO0698
 FO0698.The geoid height was determined by GEOID03.
 FO0698
 FO0698.The dynamic height is computed by dividing the NAVD 88
 FO0698.geopotential number by the normal gravity value computed on the
 FO0698.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0698.degrees latitude (g = 980.6199 gals.).
 FO0698
 FO0698.The modeled gravity was interpolated from observed gravity values.
 FO0698
 FO0698;                    North         East    Units  Estimated Accuracy
 FO0698;SPC NM W     -   468,050.      822,570.      MT  (+/- 180 meters Scaled)
 FO0698
 FO0698                          SUPERSEDED SURVEY CONTROL
 FO0698
 FO0698  NGVD 29 (??/??/92) 1998.949  (m)         6558.22   (f) ADJ UNCH    1 2
 FO0698
 FO0698.Superseded values are not recommended for survey control.
 FO0698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0698.See file dsdata.txt to determine how the superseded data were derived.
 FO0698
 FO0698_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBV346013(NAD 83)
 FO0698_MARKER: DB = BENCH MARK DISK
 FO0698_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FO0698_SP_SET: CULVERT
 FO0698_STAMPING: E 210 1941
 FO0698_MARK LOGO: CGS   
 FO0698_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FO0698
 FO0698  HISTORY     - Date     Condition        Report By
 FO0698  HISTORY     - 1941     MONUMENTED       CGS
 FO0698  HISTORY     - 1956     MARK NOT FOUND   USGS
 FO0698  HISTORY     - 1982     GOOD             NGS
 FO0698
 FO0698                          STATION DESCRIPTION
 FO0698
 FO0698'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 FO0698'6.5 MI NW FROM GRANTS.
 FO0698'TO REACH FROM THE ATCHISON, TOPEKA AND SANTA FE RAILROAD STATION AT
 FO0698'GRANTS-- GO 6.5 MILES NORTHWESTERLY ALONG THE ATCHISON TOPEKA AND
 FO0698'SANTA FE RIGHT-OF-WAY TO THE SITE OF BENCH MARK.  BENCH MARK IS ABOUT
 FO0698'1.0 MILE NORTHWEST OF SIGN TOLTEC, AT THE NORTHWEST END OF A CURVE AND
 FO0698'OPPOSITE MILE POLE NO. 102.  IT IS SET HORIZONTALLY IN THE NORTHWEST
 FO0698'END OF THE SOUTHWEST HEADWALL OF DOUBLE PIPE CONCRETE CULVERT NO. A
 FO0698'102, 9.5 FEET SOUTHWEST OF AND ABOUT 1.2 FEET BELOW THE CENTERLINE OF
 FO0698'THE MAIN SOUTH TRACKS.
 FO0698
 FO0698                          STATION RECOVERY (1956)
 FO0698
 FO0698'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 FO0698'MARK NOT FOUND.
 FO0698
 FO0698                          STATION RECOVERY (1982)
 FO0698
 FO0698'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FO0698'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  10.5 KM (6.5
 FO0698'MI) NORTHWESTERLY ALONG THE SANTA FE RAILROAD FROM THE RAILROAD
 FO0698'STATION IN GRANTS, IN THE NORTHWEST END OF THE SOUTHWEST CONCRETE
 FO0698'HEADWALL OF A PIPE CULVERT, 6.8 METERS (22.3 FT) SOUTHEAST OF MILEPOST
 FO0698'102, 2.4 METERS (7.9 FT) SOUTHWEST OF THE NEAR RAIL AND 0.3 METER (1.0
 FO0698'FT) NORTHEAST OF THE SOUTHWEST EDGE OF THE HEADWALL.
 FO0698'THE MARK IS 1.2 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0735 ***********************************************************************
 FO0735  DESIGNATION -  E 211
 FO0735  PID         -  FO0735
 FO0735  STATE/COUNTY-  NM/CIBOLA
 FO0735  USGS QUAD   -  CUBERO (1971)
 FO0735
 FO0735                         *CURRENT SURVEY CONTROL
 FO0735  ___________________________________________________________________
 FO0735* NAD 83(1986)-  35 03 11.     (N)    107 36 14.     (W)     SCALED    
 FO0735* NAVD 88     -      1849.202  (meters)    6066.92   (feet)  ADJUSTED  
 FO0735  ___________________________________________________________________
 FO0735  GEOID HEIGHT-         -20.74  (meters)                     GEOID03
 FO0735  DYNAMIC HT  -        1846.579 (meters)    6058.32  (feet)  COMP
 FO0735  MODELED GRAV-     979,150.5   (mgal)                       NAVD 88
 FO0735
 FO0735  VERT ORDER  -  FIRST     CLASS II
 FO0735
 FO0735.The horizontal coordinates were scaled from a topographic map and have
 FO0735.an estimated accuracy of +/- 6 seconds.
 FO0735
 FO0735.The orthometric height was determined by differential leveling
 FO0735.and adjusted by the National Geodetic Survey in June 1991..
 FO0735
 FO0735.The geoid height was determined by GEOID03.
 FO0735
 FO0735.The dynamic height is computed by dividing the NAVD 88
 FO0735.geopotential number by the normal gravity value computed on the
 FO0735.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0735.degrees latitude (g = 980.6199 gals.).
 FO0735
 FO0735.The modeled gravity was interpolated from observed gravity values.
 FO0735
 FO0735;                    North         East    Units  Estimated Accuracy
 FO0735;SPC NM W     -   449,490.      850,930.      MT  (+/- 180 meters Scaled)
 FO0735
 FO0735                          SUPERSEDED SURVEY CONTROL
 FO0735
 FO0735  NGVD 29 (??/??/92) 1848.173  (m)         6063.55   (f) ADJ UNCH    1 2
 FO0735
 FO0735.Superseded values are not recommended for survey control.
 FO0735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0735.See file dsdata.txt to determine how the superseded data were derived.
 FO0735
 FO0735_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBU625820(NAD 83)
 FO0735_MARKER: DB = BENCH MARK DISK
 FO0735_SETTING: 66 = SET IN ROCK OUTCROP
 FO0735_SP_SET: OUTCROP
 FO0735_STAMPING: E 211 1941
 FO0735_MARK LOGO: CGS   
 FO0735_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FO0735+STABILITY: POSITION/ELEVATION WELL
 FO0735
 FO0735  HISTORY     - Date     Condition        Report By
 FO0735  HISTORY     - 1941     MONUMENTED       CGS
 FO0735  HISTORY     - 1982     GOOD             NGS
 FO0735
 FO0735                          STATION DESCRIPTION
 FO0735
 FO0735'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 FO0735'10.5 MI W FROM NEW LAGUNA.
 FO0735'TO REACH FROM THE ATCHISON, TOPEKA AND SANTA FE RAILROAD STATION AT
 FO0735'NEW LAGUNA-- GO 10.5 MILES WESTERLY ALONG THE ATCHISON, TOPEKA AND
 FO0735'SANTA FE RIGHT-OF-WAY TO THE SITE OF BENCH MARK.  BENCH MARK IS ABOUT
 FO0735'1.5 MILES WEST OF SIDING SIGN ACOMITA, ABOUT 210.0 FEET EAST OF EAST
 FO0735'END OF RAILROAD CUT, ON THE INSIDE OF A CURVE AND 2.7 FEET SOUTHEAST
 FO0735'OF THE FIRST POLE EAST OF MILE POLE NO. 79.  IT IS ABOUT 110.0 FEET
 FO0735'NORTHWEST OF CULVERT NO. B 79, 85.0 FEET NORTH OF AND ABOUT 1.5 FEET
 FO0735'ABOVE THE CENTERLINE OF THE MAIN NORTH TRACKS AND 11.5 FEET SOUTH OF
 FO0735'RIGHT-OF-WAY FENCE.  IT IS SET HORIZONTALLY IN SANDSTONE OUTCROP
 FO0735'PROJECTING 0.8 FOOT ON THE SOUTH SLOPE OF RIDGE ABOUT 8.0 FEET ABOVE
 FO0735'THE BASE OF SLOPE.
 FO0735
 FO0735                          STATION RECOVERY (1982)
 FO0735
 FO0735'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FO0735'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  8.0 KM (4.95
 FO0735'MI) SOUTHEASTERLY ALONG THE SANTA FE RAILROAD FROM THE RAILROAD
 FO0735'STATION IN GRANTS, THENCE 11.6 KM (7.2 MI) SOUTHEASTERLY ALONG A PAVED
 FO0735'ROAD , THENCE 7.8 KM (4.85 MI) EASTERLY ALONG THE SANTA FE RAILROAD,
 FO0735'IN THE CENTER OF A 6 BY 6 FT EXPOSED AREA OF OUTCROPPING BEDROCK, 43.0
 FO0735'METERS (141.1 FT) EAST OF MILEPOST 79, 25.4 METERS (83.3 FT) NORTH OF
 FO0735'THE NEAR RAIL, 3.5 METERS (11.5 FT) SOUTH OF A FENCE, 2.2 METERS (7.2
 FO0735'FT) NORTH OF THE CENTER OF A DIRT ROAD AND 0.9 METER (3.0 FT)
 FO0735'SOUTHEAST OF A UTILITY POLE.
 FO0735'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 FO0735'THE MARK IS 0.4 M ABOVE THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0434 ***********************************************************************
 EQ0434  DESIGNATION -  E 212
 EQ0434  PID         -  EQ0434
 EQ0434  STATE/COUNTY-  NM/CATRON
 EQ0434  USGS QUAD   -  THIRD CANYON (1964)
 EQ0434
 EQ0434                         *CURRENT SURVEY CONTROL
 EQ0434  ___________________________________________________________________
 EQ0434* NAD 83(1986)-  34 23 27.     (N)    107 58 09.     (W)     SCALED    
 EQ0434* NAVD 88     -      2274.622  (meters)    7462.66   (feet)  POSTED    
 EQ0434  ___________________________________________________________________
 EQ0434  GEOID HEIGHT-         -21.11  (meters)                     GEOID03
 EQ0434  DYNAMIC HT  -        2271.080 (meters)    7451.03  (feet)  COMP
 EQ0434  MODELED GRAV-     978,995.6   (mgal)                       NAVD 88
 EQ0434
 EQ0434  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EQ0434
 EQ0434.The horizontal coordinates were scaled from a topographic map and have
 EQ0434.an estimated accuracy of +/- 6 seconds.
 EQ0434
 EQ0434.The orthometric height was determined by differential leveling
 EQ0434.and adjusted by the National Geodetic Survey in 1992..
 EQ0434.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EQ0434.rate of 0.0 thru 1.0 mm/km.
 EQ0434
 EQ0434.The geoid height was determined by GEOID03.
 EQ0434
 EQ0434.The dynamic height is computed by dividing the NAVD 88
 EQ0434.geopotential number by the normal gravity value computed on the
 EQ0434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0434.degrees latitude (g = 980.6199 gals.).
 EQ0434
 EQ0434.The modeled gravity was interpolated from observed gravity values.
 EQ0434
 EQ0434;                    North         East    Units  Estimated Accuracy
 EQ0434;SPC NM W     -   376,020.      817,510.      MT  (+/- 180 meters Scaled)
 EQ0434
 EQ0434                          SUPERSEDED SURVEY CONTROL
 EQ0434
 EQ0434  NGVD 29 (??/??/92) 2273.610  (m)         7459.34   (f) ADJ UNCH    2 0
 EQ0434
 EQ0434.Superseded values are not recommended for survey control.
 EQ0434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0434.See file dsdata.txt to determine how the superseded data were derived.
 EQ0434
 EQ0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBU270094(NAD 83)
 EQ0434_MARKER: DB = BENCH MARK DISK
 EQ0434_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EQ0434_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EQ0434_STAMPING: E 212 1941
 EQ0434_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EQ0434+STABILITY: SURFACE MOTION
 EQ0434
 EQ0434  HISTORY     - Date     Condition        Report By
 EQ0434  HISTORY     - 1941     MONUMENTED       CGS
 EQ0434
 EQ0434                          STATION DESCRIPTION
 EQ0434
 EQ0434'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 EQ0434'8.9 MI NE FROM TRES LAGUNAS.
 EQ0434'TO REACH BENCH MARK FROM THE POST OFFICE AT TRES LAGUNAS, PROCEED
 EQ0434'NORTHEAST ON GRADED ROAD, GO 1.7 MILES TO INTERSECTION OF TRACK ROAD.
 EQ0434'THENCE, TURN RIGHT (EAST) ONTO TRACK ROAD, GO 2.6 MILES TO A GATE.
 EQ0434'THENCE, PASS THROUGH GATE AND TURN RIGHT (SOUTH) GO 0.2 MILES. THENCE,
 EQ0434'TURN LEFT (NORTHEAST), GO 4.4 MILES TO SITE OF BENCH MARK. BENCH MARK
 EQ0434'IS 0.7 MILE WEST OF THE MCPHAUL RANCH BUILDINGS.  ABOUT 0.3 MILE WEST
 EQ0434'OF INTERSECTION OF THE OLD AND NEW ROADS TO MCPHAUL RANCH. ABOUT 200.0
 EQ0434'FEET EAST OF AN EARTHEN RESERVOIR.  15.0 FEET NORTH OF AND ABOUT THE
 EQ0434'SAME ELEVATION AS THE CENTERLINE OF THE ROAD. 3.0 FEET WEST OF A 4 X 4
 EQ0434'INCH WOODEN MARKER POST AND ON THE INSIDE OF A SMALL CURVE. THE
 EQ0434'MONUMENT PROJECTS 0.7 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0030 ***********************************************************************
 DT0030  DESIGNATION -  E 213
 DT0030  PID         -  DT0030
 DT0030  STATE/COUNTY-  NM/CATRON
 DT0030  USGS QUAD   -  O BAR O CANYON EAST (1981)
 DT0030
 DT0030                         *CURRENT SURVEY CONTROL
 DT0030  ___________________________________________________________________
 DT0030* NAD 83(1986)-  33 32 25.     (N)    108 07 55.     (W)     SCALED    
 DT0030* NAVD 88     -      2127.541  (meters)    6980.11   (feet)  ADJUSTED  
 DT0030  ___________________________________________________________________
 DT0030  GEOID HEIGHT-         -22.29  (meters)                     GEOID03
 DT0030  DYNAMIC HT  -        2124.129 (meters)    6968.91  (feet)  COMP
 DT0030  MODELED GRAV-     978,957.1   (mgal)                       NAVD 88
 DT0030
 DT0030  VERT ORDER  -  SECOND    CLASS 0
 DT0030
 DT0030.The horizontal coordinates were scaled from a topographic map and have
 DT0030.an estimated accuracy of +/- 6 seconds.
 DT0030
 DT0030.The orthometric height was determined by differential leveling
 DT0030.and adjusted by the National Geodetic Survey in June 1991..
 DT0030
 DT0030.The geoid height was determined by GEOID03.
 DT0030
 DT0030.The dynamic height is computed by dividing the NAVD 88
 DT0030.geopotential number by the normal gravity value computed on the
 DT0030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0030.degrees latitude (g = 980.6199 gals.).
 DT0030
 DT0030.The modeled gravity was interpolated from observed gravity values.
 DT0030
 DT0030;                    North         East    Units  Estimated Accuracy
 DT0030;SPC NM W     -   281,710.      802,270.      MT  (+/- 180 meters Scaled)
 DT0030
 DT0030                          SUPERSEDED SURVEY CONTROL
 DT0030
 DT0030  NGVD 29 (??/??/92) 2126.592  (m)         6976.99   (f) ADJ UNCH    2 0
 DT0030
 DT0030.Superseded values are not recommended for survey control.
 DT0030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0030.See file dsdata.txt to determine how the superseded data were derived.
 DT0030
 DT0030_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYC663148(NAD 83)
 DT0030_MARKER: DB = BENCH MARK DISK
 DT0030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DT0030_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DT0030_STAMPING: E 213 1941
 DT0030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DT0030+STABILITY: SURFACE MOTION
 DT0030
 DT0030  HISTORY     - Date     Condition        Report By
 DT0030  HISTORY     - 1941     MONUMENTED       CGS
 DT0030  HISTORY     - 1975     GOOD             USGS
 DT0030
 DT0030                          STATION DESCRIPTION
 DT0030
 DT0030'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 DT0030'7.9 MI N FROM BEAVERHEAD.
 DT0030'TO REACH BENCH MARK FROM THE RANGER STATION AT BEAVERHEAD, PROCEED
 DT0030'NORTHWEST ON STATE HIGHWAY NO. 184, GO 6.2 MILES TO INTERSECTION OF
 DT0030'STATE HIGHWAYS NO. 184 AND NO. 145.  THENCE, TURN RIGHT (NORTHEAST)
 DT0030'ONTO STATE HIGHWAY NO. 145 AND GO 1.7 MILES TO SITE OF BENCH MARK.
 DT0030'BENCH MARK IS 0.9 MILE SOUTHWEST OF A WINDMILL AND LARGE STEEL WATER
 DT0030'TANK.  33.0 FEET WEST OF AND ABOUT 1.0 FOOT BELOW THE CENTERLINE OF
 DT0030'THE HIGHWAY.  3.0 FEET NORTH OF A 4 X 4 INCH WOODEN MARKER POST.  THE
 DT0030'MONUMENT PROJECTS 0.6 FOOT.
 DT0030
 DT0030                          STATION RECOVERY (1975)
 DT0030
 DT0030'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 DT0030'7.9 MILES NORTH OF BEAVERHEAD, CATRON COUNTY, 8.7 MILES NORTH WEST
 DT0030'ALONG STATE HIGHWAY 61, THENCE 1.6 NORTHEAST ALONG STATE HIGHWAY 78
 DT0030'B.M. IS 0.9 MILES SOUTHWEST OF A WINDMILL, 23 FEET EAST OF THE CENTER
 DT0030'LINE OF THE ROAD AND ABOUT 1 FOOT LOWER THAN THE HIGHWAY, A STANDARD
 DT0030'DISK, STAMPED E 213 1941 AND SET ON TOP OF A CONCRETE POST PROJECTING
 DT0030'0.6 FEET ABOVE THE SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0465 ***********************************************************************
 GL0465  DESIGNATION -  E 214
 GL0465  PID         -  GL0465
 GL0465  STATE/COUNTY-  NM/UNION
 GL0465  USGS QUAD   -  MOSES (1972)
 GL0465
 GL0465                         *CURRENT SURVEY CONTROL
 GL0465  ___________________________________________________________________
 GL0465* NAD 83(1986)-  36 41 01.     (N)    103 04 22.     (W)     SCALED    
 GL0465* NAVD 88     -      1451.326  (meters)    4761.56   (feet)  ADJUSTED  
 GL0465  ___________________________________________________________________
 GL0465  GEOID HEIGHT-         -22.19  (meters)                     GEOID03
 GL0465  DYNAMIC HT  -        1449.654 (meters)    4756.07  (feet)  COMP
 GL0465  MODELED GRAV-     979,428.7   (mgal)                       NAVD 88
 GL0465
 GL0465  VERT ORDER  -  SECOND    CLASS 0
 GL0465
 GL0465.The horizontal coordinates were scaled from a topographic map and have
 GL0465.an estimated accuracy of +/- 6 seconds.
 GL0465
 GL0465.The orthometric height was determined by differential leveling
 GL0465.and adjusted by the National Geodetic Survey in June 1991..
 GL0465
 GL0465.The geoid height was determined by GEOID03.
 GL0465
 GL0465.The dynamic height is computed by dividing the NAVD 88
 GL0465.geopotential number by the normal gravity value computed on the
 GL0465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0465.degrees latitude (g = 980.6199 gals.).
 GL0465
 GL0465.The modeled gravity was interpolated from observed gravity values.
 GL0465
 GL0465;                    North         East    Units  Estimated Accuracy
 GL0465;SPC NM E     -   631,110.      277,660.      MT  (+/- 180 meters Scaled)
 GL0465
 GL0465                          SUPERSEDED SURVEY CONTROL
 GL0465
 GL0465  NGVD 29 (??/??/92) 1450.626  (m)         4759.26   (f) ADJ UNCH    2 0
 GL0465
 GL0465.Superseded values are not recommended for survey control.
 GL0465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0465.See file dsdata.txt to determine how the superseded data were derived.
 GL0465
 GL0465_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA721615(NAD 83)
 GL0465_MARKER: DB = BENCH MARK DISK
 GL0465_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0465_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0465_STAMPING: E 214 1941
 GL0465_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0465+STABILITY: SURFACE MOTION
 GL0465_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GL0465+SATELLITE: SATELLITE OBSERVATIONS - October 08, 2005
 GL0465
 GL0465  HISTORY     - Date     Condition        Report By
 GL0465  HISTORY     - 1941     MONUMENTED       CGS
 GL0465  HISTORY     - 20051008 GOOD             INDIV
 GL0465
 GL0465                          STATION DESCRIPTION
 GL0465
 GL0465'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 GL0465'2.3 MI S FROM MOSES.
 GL0465'TO REACH BENCH MARK FROM THE POST OFFICE AT MOSES, PROCEED SOUTH ON
 GL0465'STATE HIGHWAY NO. 18, GO 2.3 MILES TO A CROSS ROAD AND SITE OF BENCH
 GL0465'MARK.  BENCH MARK IS NEAR A CROSS ROADS.  69.0 FEET SOUTH OF THE
 GL0465'CENTERLINE OF EAST-WEST.  45.0 FEET WEST OF AND ABOUT THE SAME
 GL0465'ELEVATION AS THE CENTERLINE OF THE HIGHWAY NO. 18.  3.0 FEET NORTH OF
 GL0465'A 4 X 4 INCH WOODEN MARKER POST, AND 1.0 FOOT EAST OF THE RIGHT OF WAY
 GL0465'FENCE THE MONUMENT PROJECTS 0.5 FOOT.
 GL0465
 GL0465                          STATION RECOVERY (2005)
 GL0465
 GL0465'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (SGK)
 GL0465'THE RIGHT OF WAY FENCE TO THE WEST HAS BEEN MOVED FURTHER WEST BY 20
 GL0465'FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0278 ***********************************************************************
 DQ0278  DESIGNATION -  E 215
 DQ0278  PID         -  DQ0278
 DQ0278  STATE/COUNTY-  NM/ROOSEVELT
 DQ0278  USGS QUAD   -  MILNESAND NW (1984)
 DQ0278
 DQ0278                         *CURRENT SURVEY CONTROL
 DQ0278  ___________________________________________________________________
 DQ0278* NAD 83(1986)-  33 41 11.     (N)    103 28 42.     (W)     SCALED    
 DQ0278* NAVD 88     -      1311.465  (meters)    4302.70   (feet)  ADJUSTED  
 DQ0278  ___________________________________________________________________
 DQ0278  GEOID HEIGHT-         -22.56  (meters)                     GEOID03
 DQ0278  DYNAMIC HT  -        1309.680 (meters)    4296.84  (feet)  COMP
 DQ0278  MODELED GRAV-     979,229.4   (mgal)                       NAVD 88
 DQ0278
 DQ0278  VERT ORDER  -  SECOND    CLASS 0
 DQ0278
 DQ0278.The horizontal coordinates were scaled from a topographic map and have
 DQ0278.an estimated accuracy of +/- 6 seconds.
 DQ0278
 DQ0278.The orthometric height was determined by differential leveling
 DQ0278.and adjusted by the National Geodetic Survey in June 1991..
 DQ0278
 DQ0278.The geoid height was determined by GEOID03.
 DQ0278
 DQ0278.The dynamic height is computed by dividing the NAVD 88
 DQ0278.geopotential number by the normal gravity value computed on the
 DQ0278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0278.degrees latitude (g = 980.6199 gals.).
 DQ0278
 DQ0278.The modeled gravity was interpolated from observed gravity values.
 DQ0278
 DQ0278;                    North         East    Units  Estimated Accuracy
 DQ0278;SPC NM E     -   298,200.      244,270.      MT  (+/- 180 meters Scaled)
 DQ0278
 DQ0278                          SUPERSEDED SURVEY CONTROL
 DQ0278
 DQ0278  NGVD 29 (??/??/92) 1310.910  (m)         4300.88   (f) ADJ UNCH    2 0
 DQ0278
 DQ0278.Superseded values are not recommended for survey control.
 DQ0278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0278.See file dsdata.txt to determine how the superseded data were derived.
 DQ0278
 DQ0278_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFT410284(NAD 83)
 DQ0278_MARKER: DB = BENCH MARK DISK
 DQ0278_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0278_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DQ0278_STAMPING: E 215 1943
 DQ0278_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0278+STABILITY: SURFACE MOTION
 DQ0278
 DQ0278  HISTORY     - Date     Condition        Report By
 DQ0278  HISTORY     - 1943     MONUMENTED       CGS
 DQ0278
 DQ0278                          STATION DESCRIPTION
 DQ0278
 DQ0278'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 DQ0278'11.2 MI NW FROM MILNESAND.
 DQ0278'THIS MARK IS ABOUT 11.2 MILES NORTHWEST FROM THE POST OFFICE AT
 DQ0278'MILNESAND, ROOSEVELT COUNTY, 0.4 MILE NORTH OF A WELL EAST OF THE
 DQ0278'ROAD, 2.0 FEET WEST OF THE EAST RIGHT-OF-WAY FENCE, 32.5 FEET NORTH OF
 DQ0278'THE CENTER LINE OF  A DIM ROAD LEADING INTO A FIELD, 32.0 FEET EAST OF
 DQ0278'THE CENTER LINE OF THE ROAD, PROJECTING ABOUT 7-INCHES ABOVE THE
 DQ0278'GROUND, 2.0 FEET SOUTHWEST OF A WHITE REFERENCE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0664 ***********************************************************************
 FO0664  DESIGNATION -  E 217
 FO0664  PID         -  FO0664
 FO0664  STATE/COUNTY-  NM/CIBOLA
 FO0664  USGS QUAD   -  SEBOYETA (1957)
 FO0664
 FO0664                         *CURRENT SURVEY CONTROL
 FO0664  ___________________________________________________________________
 FO0664* NAD 83(1986)-  35 07 52.     (N)    107 25 37.     (W)     SCALED    
 FO0664* NAVD 88     -      2210.708  (meters)    7252.96   (feet)  ADJUSTED  
 FO0664  ___________________________________________________________________
 FO0664  GEOID HEIGHT-         -20.61  (meters)                     GEOID03
 FO0664  DYNAMIC HT  -        2207.472 (meters)    7242.35  (feet)  COMP
 FO0664  MODELED GRAV-     979,090.6   (mgal)                       NAVD 88
 FO0664
 FO0664  VERT ORDER  -  SECOND    CLASS 0
 FO0664
 FO0664.The horizontal coordinates were scaled from a topographic map and have
 FO0664.an estimated accuracy of +/- 6 seconds.
 FO0664
 FO0664.The orthometric height was determined by differential leveling
 FO0664.and adjusted by the National Geodetic Survey in June 1991..
 FO0664
 FO0664.The geoid height was determined by GEOID03.
 FO0664
 FO0664.The dynamic height is computed by dividing the NAVD 88
 FO0664.geopotential number by the normal gravity value computed on the
 FO0664.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0664.degrees latitude (g = 980.6199 gals.).
 FO0664
 FO0664.The modeled gravity was interpolated from observed gravity values.
 FO0664
 FO0664;                    North         East    Units  Estimated Accuracy
 FO0664;SPC NM W     -   458,200.      867,040.      MT  (+/- 180 meters Scaled)
 FO0664
 FO0664                          SUPERSEDED SURVEY CONTROL
 FO0664
 FO0664  NGVD 29 (??/??/92) 2209.57   (m)         7249.2    (f) COMPUTED    2 0
 FO0664
 FO0664.Superseded values are not recommended for survey control.
 FO0664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0664.See file dsdata.txt to determine how the superseded data were derived.
 FO0664
 FO0664_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBU788902(NAD 83)
 FO0664_MARKER: DB = BENCH MARK DISK
 FO0664_SETTING: 80 = SET IN A BOULDER
 FO0664_STAMPING: E 217 1941
 FO0664_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO0664+STABILITY: SURFACE MOTION
 FO0664
 FO0664  HISTORY     - Date     Condition        Report By
 FO0664  HISTORY     - 1941     MONUMENTED       CGS
 FO0664
 FO0664                          STATION DESCRIPTION
 FO0664
 FO0664'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 FO0664'4.4 MI NE FROM ENCINAL.
 FO0664'TO REACH FROM THE CATHOLIC CHURCH AT ENCINAL-- GO 3.1 MILES EASTERLY
 FO0664'ALONG THE ROAD TO SAN MATEO TO THE INTERSECTION OF ROAD LEADING
 FO0664'EASTERLY.  THENCE CONTINUE 1.3 MILES NORTHERLY ALONG THE ROAD TO SAN
 FO0664'MATEO TO THE SITE OF BENCH MARK.  BENCH MARK IS ABOUT 0.8 MILE NORTH
 FO0664'OF THE SUMMIT OF STEEP GRADE OUT OF VALLEY, ABOUT 280.0 FEET NORTH OF
 FO0664'THE SOUTH EDGE OF BOULDER OUTCROP, SET HORIZONTALLY IN LARGE BOULDER
 FO0664'PROJECTING 0.2 FOOT.  IT IS 26.0 FEET WEST OF AND ABOUT 1.0 FOOT ABOVE
 FO0664'THE CENTERLINE OF THE ROAD, 7.0 FEET WEST OF ROW OF BOULDERS AT SIDE
 FO0664'OF ROAD AND 2.0 FEET SOUTH OF A ROCK CAIRN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0136 ***********************************************************************
 ER0136  DESIGNATION -  E 218
 ER0136  PID         -  ER0136
 ER0136  STATE/COUNTY-  NM/CIBOLA
 ER0136  USGS QUAD   -  MESITA DE YESO (1972)
 ER0136
 ER0136                         *CURRENT SURVEY CONTROL
 ER0136  ___________________________________________________________________
 ER0136* NAD 83(1986)-  34 45 44.     (N)    108 43 54.     (W)     SCALED    
 ER0136* NAVD 88     -      2073.894  (meters)    6804.10   (feet)  ADJUSTED  
 ER0136  ___________________________________________________________________
 ER0136  GEOID HEIGHT-         -21.92  (meters)                     GEOID03
 ER0136  DYNAMIC HT  -        2070.803 (meters)    6793.96  (feet)  COMP
 ER0136  MODELED GRAV-     979,070.2   (mgal)                       NAVD 88
 ER0136
 ER0136  VERT ORDER  -  SECOND    CLASS 0
 ER0136
 ER0136.The horizontal coordinates were scaled from a topographic map and have
 ER0136.an estimated accuracy of +/- 6 seconds.
 ER0136
 ER0136.The orthometric height was determined by differential leveling
 ER0136.and adjusted by the National Geodetic Survey in June 1991..
 ER0136
 ER0136.The geoid height was determined by GEOID03.
 ER0136
 ER0136.The dynamic height is computed by dividing the NAVD 88
 ER0136.geopotential number by the normal gravity value computed on the
 ER0136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0136.degrees latitude (g = 980.6199 gals.).
 ER0136
 ER0136.The modeled gravity was interpolated from observed gravity values.
 ER0136
 ER0136;                    North         East    Units  Estimated Accuracy
 ER0136;SPC NM W     -   417,570.      747,760.      MT  (+/- 180 meters Scaled)
 ER0136
 ER0136                          SUPERSEDED SURVEY CONTROL
 ER0136
 ER0136  NGVD 29 (??/??/92) 2072.899  (m)         6800.84   (f) ADJ UNCH    2 0
 ER0136
 ER0136.Superseded values are not recommended for survey control.
 ER0136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0136.See file dsdata.txt to determine how the superseded data were derived.
 ER0136
 ER0136_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYD076490(NAD 83)
 ER0136_MARKER: DB = BENCH MARK DISK
 ER0136_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ER0136_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ER0136_STAMPING: E 218 1941
 ER0136_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0136+STABILITY: SURFACE MOTION
 ER0136
 ER0136  HISTORY     - Date     Condition        Report By
 ER0136  HISTORY     - 1941     MONUMENTED       CGS
 ER0136  HISTORY     - 1972     GOOD             NGS
 ER0136  HISTORY     - 1972     GOOD             USGS
 ER0136
 ER0136                          STATION DESCRIPTION
 ER0136
 ER0136'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 ER0136'2.5 MI N FROM ATARQUE.
 ER0136'TO REACH FROM THE CATHOLIC CHURCH IN ATARQUE-- GO 2.5 MILES NORTHERLY
 ER0136'ALONG THE ROAD TO ZUNI TO THE SITE OF BENCH MARK.  BENCH MARK IS ABOUT
 ER0136'0.4 MILE SOUTH OF THE SUMMIT OF GRADE TO THE SOUTH, ON A SMALL RIDGE
 ER0136'AND 44.0 FEET WEST OF AND ABOUT 1.0 FOOT ABOVE THE CENTERLINE OF THE
 ER0136'ROAD.  IT IS 3.0 FEET WEST OF A 4X4-INCH WOODEN MARKER POST. THE
 ER0136'MONUMENT PROJECTS 0.7 FOOT.
 ER0136
 ER0136                          STATION RECOVERY (1972)
 ER0136
 ER0136'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 ER0136'RECOVERED IN GOOD CONDITION.
 ER0136
 ER0136                          STATION RECOVERY (1972)
 ER0136
 ER0136'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 ER0136'E 218--18 MILES N. ALONG STATE HWY. 32 FROM FENCE LAKE, VALENCIA CO.
 ER0136'TO A GRADED RD. LEADING W. TO ATARQUE RANCH HDQ. THENCE W. ALONG
 ER0136'GRADED RD. 4.2 MI. TO STOCK PENS ON RIGHT, CONTINUE W. FOR 0.1 MI. TO
 ER0136'DIM RD. FK LEADING SW TAKE DIM TRACK RD. SW. 47 MI. TO FENCE CORNER
 ER0136'AND TURN SE AND CONTINUE SE 1.38 MILES TO A SMALL KNOLL AND BM ON SW
 ER0136'EDGEOF RD. 50 FT. SW OF THE CENTERLINE OF THE RD., 1 FT. HIGHER THAN
 ER0136'THE RD. A STANDARD DISK, STA "E 218 1941" AND SET IN THE TOP OF A
 ER0136'CONCRETE POST PROJ. 0.7 FT. ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0586 ***********************************************************************
 DQ0586  DESIGNATION -  E 219
 DQ0586  PID         -  DQ0586
 DQ0586  STATE/COUNTY-  NM/CHAVES
 DQ0586  USGS QUAD   -  KENNA (1979)
 DQ0586
 DQ0586                         *CURRENT SURVEY CONTROL
 DQ0586  ___________________________________________________________________
 DQ0586* NAD 83(1986)-  33 48 54.     (N)    103 46 09.     (W)     SCALED    
 DQ0586* NAVD 88     -      1389.439  (meters)    4558.52   (feet)  ADJUSTED  
 DQ0586  ___________________________________________________________________
 DQ0586  GEOID HEIGHT-         -22.79  (meters)                     GEOID03
 DQ0586  DYNAMIC HT  -        1387.545 (meters)    4552.30  (feet)  COMP
 DQ0586  MODELED GRAV-     979,224.7   (mgal)                       NAVD 88
 DQ0586
 DQ0586  VERT ORDER  -  FIRST     CLASS II
 DQ0586
 DQ0586.The horizontal coordinates were scaled from a topographic map and have
 DQ0586.an estimated accuracy of +/- 6 seconds.
 DQ0586
 DQ0586.The orthometric height was determined by differential leveling
 DQ0586.and adjusted by the National Geodetic Survey in June 1991..
 DQ0586
 DQ0586.The geoid height was determined by GEOID03.
 DQ0586
 DQ0586.The dynamic height is computed by dividing the NAVD 88
 DQ0586.geopotential number by the normal gravity value computed on the
 DQ0586.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0586.degrees latitude (g = 980.6199 gals.).
 DQ0586
 DQ0586.The modeled gravity was interpolated from observed gravity values.
 DQ0586
 DQ0586;                    North         East    Units  Estimated Accuracy
 DQ0586;SPC NM E     -   312,280.      217,230.      MT  (+/- 180 meters Scaled)
 DQ0586
 DQ0586                          SUPERSEDED SURVEY CONTROL
 DQ0586
 DQ0586  NGVD 29 (??/??/92) 1388.804  (m)         4556.43   (f) ADJ UNCH    1 2
 DQ0586
 DQ0586.Superseded values are not recommended for survey control.
 DQ0586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0586.See file dsdata.txt to determine how the superseded data were derived.
 DQ0586
 DQ0586_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFT139423(NAD 83)
 DQ0586_MARKER: DB = BENCH MARK DISK
 DQ0586_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0586_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DQ0586_STAMPING: E 219 1943
 DQ0586_MARK LOGO: CGS   
 DQ0586_PROJECTION: FLUSH
 DQ0586_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0586+STABILITY: SURFACE MOTION
 DQ0586
 DQ0586  HISTORY     - Date     Condition        Report By
 DQ0586  HISTORY     - 1943     MONUMENTED       CGS
 DQ0586  HISTORY     - 1982     GOOD             NGS
 DQ0586
 DQ0586                          STATION DESCRIPTION
 DQ0586
 DQ0586'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 DQ0586'2.0 MI S FROM KENNA.
 DQ0586'THIS MARK IS ABOUT 2.0 MILES SOUTH FROM THE POST OFFICE AT KENNA,
 DQ0586'ROOSEVELT COUNTY, SET AT A ROAD RUNNING EAST, 2.0 FEET WEST OF THE
 DQ0586'EAST RIGHT-OF-WAY FENCE, 33.0 FEET NORTH OF THE CENTER LINE OF THE
 DQ0586'ROAD RUNNING EAST, 43.0 FEET EAST OF THE CENTER LINE OF THE ROAD,
 DQ0586'PROJECTING ABOUT 3-INCHES ABOVE THE GROUND, 2.0 FEET SOUTHWEST OF A
 DQ0586'WHITE REFERENCE POST.
 DQ0586
 DQ0586                          STATION RECOVERY (1982)
 DQ0586
 DQ0586'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 DQ0586'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  3.2 KM (2.0
 DQ0586'MI) SOUTHERLY ALONG A GRAVELED ROAD FROM THE POST OFFICE IN KENNA,
 DQ0586'12.6 METERS (41.3 FT) EAST OF THE CENTER OF THE ROAD, 0.6 METER (2.0
 DQ0586'FT) SOUTH OF A WOODEN WITNESS POST AND 0.5 METER (1.6 FT) WEST OF A
 DQ0586'FENCE.
 DQ0586'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 DQ0586'THE MARK IS 0.3 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0444 ***********************************************************************
 CW0444  DESIGNATION -  E 22
 CW0444  PID         -  CW0444
 CW0444  STATE/COUNTY-  NM/OTERO
 CW0444  USGS QUAD   -  ALAMOGORDO SOUTH (1981)
 CW0444
 CW0444                         *CURRENT SURVEY CONTROL
 CW0444  ___________________________________________________________________
 CW0444* NAD 83(1986)-  32 45 34.     (N)    105 59 04.     (W)     SCALED    
 CW0444* NAVD 88     -      1233.135  (meters)    4045.71   (feet)  POSTED    
 CW0444  ___________________________________________________________________
 CW0444  GEOID HEIGHT-         -22.47  (meters)                     GEOID03
 CW0444  DYNAMIC HT  -        1231.310 (meters)    4039.72  (feet)  COMP
 CW0444  MODELED GRAV-     979,116.1   (mgal)                       NAVD 88
 CW0444
 CW0444  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 CW0444
 CW0444.The horizontal coordinates were scaled from a topographic map and have
 CW0444.an estimated accuracy of +/- 6 seconds.
 CW0444
 CW0444.The orthometric height was determined by differential leveling
 CW0444.and adjusted by the National Geodetic Survey in 1992..
 CW0444.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 CW0444.rate of 1.1 thru 2.0 mm/km.
 CW0444
 CW0444.The geoid height was determined by GEOID03.
 CW0444
 CW0444.The dynamic height is computed by dividing the NAVD 88
 CW0444.geopotential number by the normal gravity value computed on the
 CW0444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0444.degrees latitude (g = 980.6199 gals.).
 CW0444
 CW0444.The modeled gravity was interpolated from observed gravity values.
 CW0444
 CW0444;                    North         East    Units  Estimated Accuracy
 CW0444;SPC NM C     -   195,110.      524,880.      MT  (+/- 180 meters Scaled)
 CW0444
 CW0444                          SUPERSEDED SURVEY CONTROL
 CW0444
 CW0444  NGVD 29 (??/??/92) 1232.52   (m)         4043.7    (f) COMPUTED    1 2
 CW0444
 CW0444.Superseded values are not recommended for survey control.
 CW0444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0444.See file dsdata.txt to determine how the superseded data were derived.
 CW0444
 CW0444_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDS077250(NAD 83)
 CW0444_MARKER: DB = BENCH MARK DISK
 CW0444_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CW0444_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CW0444_STAMPING: 4043.680 E 22 1932
 CW0444_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CW0444+STABILITY: SURFACE MOTION
 CW0444
 CW0444  HISTORY     - Date     Condition        Report By
 CW0444  HISTORY     - 1932     MONUMENTED       CGS
 CW0444  HISTORY     - 1968     MARK NOT FOUND   NGS
 CW0444  HISTORY     - 1980     MARK NOT FOUND   NGS
 CW0444
 CW0444                          STATION DESCRIPTION
 CW0444
 CW0444'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CW0444'9.8 MI S FROM ALAMOGORDO.
 CW0444'9.8 MILES SOUTH ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 CW0444'STATION AT ALAMOGORDO, OTERO COUNTY, 0.7 MILES NORTH OF VALMONT, 25
 CW0444'FEET SOUTH OF MILEPOST 1373, 85 FEET WEST OF THE CENTERLINE OF THE
 CW0444'TRACK, AND 12 FEET EAST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK
 CW0444'STAMPED 4043.680 E 22 1932 AND SET IN THE TOP OF A CONCRETE POST.
 CW0444
 CW0444                          STATION RECOVERY (1980)
 CW0444
 CW0444'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CW0444'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0611 ***********************************************************************
 DQ0611  DESIGNATION -  E 220
 DQ0611  PID         -  DQ0611
 DQ0611  STATE/COUNTY-  NM/CHAVES
 DQ0611  USGS QUAD   -  PRESLER LAKE (1984)
 DQ0611
 DQ0611                         *CURRENT SURVEY CONTROL
 DQ0611  ___________________________________________________________________
 DQ0611* NAD 83(1986)-  33 31 05.     (N)    103 53 40.     (W)     SCALED    
 DQ0611* NAVD 88     -      1249.815  (meters)    4100.43   (feet)  ADJUSTED  
 DQ0611  ___________________________________________________________________
 DQ0611  GEOID HEIGHT-         -22.91  (meters)                     GEOID03
 DQ0611  DYNAMIC HT  -        1248.103 (meters)    4094.82  (feet)  COMP
 DQ0611  MODELED GRAV-     979,223.5   (mgal)                       NAVD 88
 DQ0611
 DQ0611  VERT ORDER  -  SECOND    CLASS 0
 DQ0611
 DQ0611.The horizontal coordinates were scaled from a topographic map and have
 DQ0611.an estimated accuracy of +/- 6 seconds.
 DQ0611
 DQ0611.The orthometric height was determined by differential leveling
 DQ0611.and adjusted by the National Geodetic Survey in June 1991..
 DQ0611
 DQ0611.The geoid height was determined by GEOID03.
 DQ0611
 DQ0611.The dynamic height is computed by dividing the NAVD 88
 DQ0611.geopotential number by the normal gravity value computed on the
 DQ0611.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0611.degrees latitude (g = 980.6199 gals.).
 DQ0611
 DQ0611.The modeled gravity was interpolated from observed gravity values.
 DQ0611
 DQ0611;                    North         East    Units  Estimated Accuracy
 DQ0611;SPC NM E     -   279,290.      205,770.      MT  (+/- 180 meters Scaled)
 DQ0611
 DQ0611                          SUPERSEDED SURVEY CONTROL
 DQ0611
 DQ0611  NGVD 29 (??/??/92) 1249.283  (m)         4098.69   (f) ADJ UNCH    2 0
 DQ0611
 DQ0611.Superseded values are not recommended for survey control.
 DQ0611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0611.See file dsdata.txt to determine how the superseded data were derived.
 DQ0611
 DQ0611_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFT026092(NAD 83)
 DQ0611_MARKER: DB = BENCH MARK DISK
 DQ0611_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0611_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DQ0611_STAMPING: E 220 1943
 DQ0611_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0611+STABILITY: SURFACE MOTION
 DQ0611
 DQ0611  HISTORY     - Date     Condition        Report By
 DQ0611  HISTORY     - 1943     MONUMENTED       CGS
 DQ0611
 DQ0611                          STATION DESCRIPTION
 DQ0611
 DQ0611'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 DQ0611'17 MI NW FROM CAPROCK.
 DQ0611'THIS MARK IS ABOUT 8.1 MILES WEST ALONG U.S. HIGHWAY 380 AND ABOUT 8.9
 DQ0611'MILES NORTH ALONG A DIRT ROAD FROM THE POST OFFICE AT CAPROCK, LEA
 DQ0611'COUNTY, 0.6 MILE SOUTH OF CHUMLEY ISLER RANCH HOUSE, SET AT THE
 DQ0611'CROSSING OF A CATTLE GUARD, 2.0 FEET SOUTH OF A FENCE RUNNING
 DQ0611'EAST-WEST, 19.0 FEET EAST OF THE CENTER LINE OF THE ROAD, PROJECTING
 DQ0611'ABOUT 3-INCHES ABOVE THE GROUND, 2.0 FEET WEST OF A WHITE REFERENCE
 DQ0611'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0120 ***********************************************************************
 CX0120  DESIGNATION -  E 221
 CX0120  PID         -  CX0120
 CX0120  STATE/COUNTY-  NM/OTERO
 CX0120  USGS QUAD   -  HOLLOMAN (1982)
 CX0120
 CX0120                         *CURRENT SURVEY CONTROL
 CX0120  ___________________________________________________________________
 CX0120* NAD 83(1986)-  32 49 46.     (N)    106 06 31.     (W)     SCALED    
 CX0120* NAVD 88     -      1231.100  (meters)    4039.03   (feet)  ADJUSTED  
 CX0120  ___________________________________________________________________
 CX0120  GEOID HEIGHT-         -22.86  (meters)                     GEOID03
 CX0120  DYNAMIC HT  -        1229.306 (meters)    4033.15  (feet)  COMP
 CX0120  MODELED GRAV-     979,138.6   (mgal)                       NAVD 88
 CX0120
 CX0120  VERT ORDER  -  SECOND    CLASS 0
 CX0120
 CX0120.The horizontal coordinates were scaled from a topographic map and have
 CX0120.an estimated accuracy of +/- 6 seconds.
 CX0120
 CX0120.The orthometric height was determined by differential leveling
 CX0120.and adjusted by the National Geodetic Survey in June 1991..
 CX0120
 CX0120.The geoid height was determined by GEOID03.
 CX0120
 CX0120.The dynamic height is computed by dividing the NAVD 88
 CX0120.geopotential number by the normal gravity value computed on the
 CX0120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0120.degrees latitude (g = 980.6199 gals.).
 CX0120
 CX0120.The modeled gravity was interpolated from observed gravity values.
 CX0120
 CX0120;                    North         East    Units  Estimated Accuracy
 CX0120;SPC NM C     -   202,850.      513,240.      MT  (+/- 180 meters Scaled)
 CX0120
 CX0120                          SUPERSEDED SURVEY CONTROL
 CX0120
 CX0120  NGVD 29 (??/??/92) 1230.511  (m)         4037.10   (f) ADJ UNCH    2 0
 CX0120
 CX0120.Superseded values are not recommended for survey control.
 CX0120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0120.See file dsdata.txt to determine how the superseded data were derived.
 CX0120
 CX0120_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS962329(NAD 83)
 CX0120_MARKER: DB = BENCH MARK DISK
 CX0120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX0120_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CX0120_STAMPING: E 221 1945
 CX0120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX0120+STABILITY: SURFACE MOTION
 CX0120
 CX0120  HISTORY     - Date     Condition        Report By
 CX0120  HISTORY     - 1945     MONUMENTED       CGS
 CX0120  HISTORY     - 1952     GOOD             NGS
 CX0120
 CX0120                          STATION DESCRIPTION
 CX0120
 CX0120'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CX0120'11.4 MI SW FROM ALAMOGORDO.
 CX0120'8.5 MILES SOUTHWEST ALONG U.S. HIGHWAY 70 FROM THE SOUTHERN PACIFIC
 CX0120'RAILROAD STATION AT ALAMOGORDO, THENCE 0.6 MILE NORTHWEST ALONG FIRST
 CX0120'STREET, 0.55 MILE SOUTHWEST ALONG ARNOLD AVENUE, THENCE 1.45 MILES
 CX0120'SOUTHWEST ALONG WEST NEW MEXICO AVENUE, THENCE 0.3 MILE SOUTHWEST
 CX0120'ALONG A DIRT ROAD. AT THE SOUTHWEST EDGE OF HOLLAMAN AIR BASE, 0.9
 CX0120'MILE SOUTHWEST OF THE MAIN CONTROL TOWER, 0.3 MILE SOUTHWEST OF A
 CX0120'WARNING SIGNAL LIGHT. 50 FEET WEST OF THE CENTER OF A WIRE GATE. 35
 CX0120'FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 1.7 FEET SOUTH OF A
 CX0120'FENCE, 3 FEET EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 CX0120'POST WHICH PROJECTS 0.9 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0198 ***********************************************************************
 EQ0198  DESIGNATION -  E 222
 EQ0198  PID         -  EQ0198
 EQ0198  STATE/COUNTY-  NM/SOCORRO
 EQ0198  USGS QUAD   -  LEMITAR (1971)
 EQ0198
 EQ0198                         *CURRENT SURVEY CONTROL
 EQ0198  ___________________________________________________________________
 EQ0198* NAD 83(1986)-  34 12 34.     (N)    106 54 34.     (W)     SCALED    
 EQ0198* NAVD 88     -      1418.881  (meters)    4655.11   (feet)  ADJUSTED  
 EQ0198  ___________________________________________________________________
 EQ0198  GEOID HEIGHT-         -21.91  (meters)                     GEOID03
 EQ0198  DYNAMIC HT  -        1416.896 (meters)    4648.60  (feet)  COMP
 EQ0198  MODELED GRAV-     979,187.4   (mgal)                       NAVD 88
 EQ0198
 EQ0198  VERT ORDER  -  FIRST     CLASS II
 EQ0198
 EQ0198.The horizontal coordinates were scaled from a topographic map and have
 EQ0198.an estimated accuracy of +/- 6 seconds.
 EQ0198
 EQ0198.The orthometric height was determined by differential leveling
 EQ0198.and adjusted by the National Geodetic Survey in June 1991..
 EQ0198
 EQ0198.The geoid height was determined by GEOID03.
 EQ0198
 EQ0198.The dynamic height is computed by dividing the NAVD 88
 EQ0198.geopotential number by the normal gravity value computed on the
 EQ0198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0198.degrees latitude (g = 980.6199 gals.).
 EQ0198
 EQ0198.The modeled gravity was interpolated from observed gravity values.
 EQ0198
 EQ0198;                    North         East    Units  Estimated Accuracy
 EQ0198;SPC NM C     -   356,080.      439,230.      MT  (+/- 180 meters Scaled)
 EQ0198
 EQ0198                          SUPERSEDED SURVEY CONTROL
 EQ0198
 EQ0198  NGVD 29 (??/??/92) 1418.130  (m)         4652.65   (f) ADJ UNCH    1 2
 EQ0198
 EQ0198.Superseded values are not recommended for survey control.
 EQ0198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0198.See file dsdata.txt to determine how the superseded data were derived.
 EQ0198
 EQ0198_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT240870(NAD 83)
 EQ0198_MARKER: DB = BENCH MARK DISK
 EQ0198_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EQ0198_SP_SET: FLOODGATE
 EQ0198_STAMPING: E 222 1951
 EQ0198_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EQ0198
 EQ0198  HISTORY     - Date     Condition        Report By
 EQ0198  HISTORY     - 1951     MONUMENTED       CGS
 EQ0198  HISTORY     - 1980     GOOD             NGS
 EQ0198
 EQ0198                          STATION DESCRIPTION
 EQ0198
 EQ0198'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 EQ0198'10.5 MI N FROM SOCORRO.
 EQ0198'10.5 MILES NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD FROM
 EQ0198'THE STATION AT SOCORRO, 11 1/2 POLES SOUTH OF MILEPOST 967, 8 1/2
 EQ0198'RAILS NORTH OF BRIDGE 967 B, 84 FEET EAST OF THE EAST RAIL, 55 FEET
 EQ0198'EAST OF A FENCE, 6 FEET ABOVE THE LEVEL OF THE RAILS, SET IN THE TOP
 EQ0198'OF THE WEST END OF THE HEADWALL OF A FLOOD GATE IN AN IRRIGATION
 EQ0198'DITCH.
 EQ0198
 EQ0198                          STATION RECOVERY (1980)
 EQ0198
 EQ0198'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 EQ0198'1.8 KM (1.1 MI) EAST ALONG STATE HIGHWAY 408 FROM ITS JUNCTION WITH
 EQ0198'INTERSTATE HIGHWAY 25 IN LEMITAR, THENCE 5.8 KM (3.6 MI) NORTH ALONG
 EQ0198'THE ATCHISON TOPEKA AND SANTA FE RAILROAD, IN TOP OF THE SOUTH END OF
 EQ0198'THE WEST HEADWALL OF AN IRRIGATION DITCH FLOOD GATE, 91.4 METERS
 EQ0198'(300.0 FT) NORTHEAST OF THE CENTER OF A DIRT ROAD, 72.2 METERS
 EQ0198'(37.0 FT) WEST OF THE CENTER OF THE HIGHWAY, 25.6 METERS (84.0 FT) EAS
 EQ0198'OF THE NEAR RAIL OF THE ATCHISON, TOPEKA AND SANTA FE RAILROAD,
 EQ0198'7.3 METERS (24.0 FT) SOUTH-SOUTHEAST OF THE WEST END OF THE FLOOD
 EQ0198'GATE AND 5.5 METERS (18.0 FT) EAST OF THE CENTER OF A ROAD.
 EQ0198'THE MARK IS 1.8 M ABOVE THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0353 ***********************************************************************
 FO0353  DESIGNATION -  E 225
 FO0353  PID         -  FO0353
 FO0353  STATE/COUNTY-  NM/BERNALILLO
 FO0353  USGS QUAD   -  ALBUQUERQUE EAST (1990)
 FO0353
 FO0353                         *CURRENT SURVEY CONTROL
 FO0353  ___________________________________________________________________
 FO0353* NAD 83(1986)-  35 02 52.     (N)    106 36 22.     (W)     SCALED    
 FO0353* NAVD 88     -      1621.981  (meters)    5321.45   (feet)  ADJUSTED  
 FO0353  ___________________________________________________________________
 FO0353  GEOID HEIGHT-         -21.16  (meters)                     GEOID03
 FO0353  DYNAMIC HT  -        1619.737 (meters)    5314.09  (feet)  COMP
 FO0353  MODELED GRAV-     979,194.3   (mgal)                       NAVD 88
 FO0353
 FO0353  VERT ORDER  -  FIRST     CLASS II
 FO0353
 FO0353.This mark is at Albuquerque Int'l Airport (ABQ)
 FO0353
 FO0353.The horizontal coordinates were scaled from a topographic map and have
 FO0353.an estimated accuracy of +/- 6 seconds.
 FO0353
 FO0353.The orthometric height was determined by differential leveling
 FO0353.and adjusted by the National Geodetic Survey in June 1991..
 FO0353
 FO0353.The geoid height was determined by GEOID03.
 FO0353
 FO0353.The dynamic height is computed by dividing the NAVD 88
 FO0353.geopotential number by the normal gravity value computed on the
 FO0353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0353.degrees latitude (g = 980.6199 gals.).
 FO0353
 FO0353.The modeled gravity was interpolated from observed gravity values.
 FO0353
 FO0353;                    North         East    Units  Estimated Accuracy
 FO0353;SPC NM C     -   448,930.      467,510.      MT  (+/- 180 meters Scaled)
 FO0353
 FO0353                          SUPERSEDED SURVEY CONTROL
 FO0353
 FO0353  NGVD 29 (??/??/92) 1621.142  (m)         5318.70   (f) ADJ UNCH    1 2
 FO0353
 FO0353.Superseded values are not recommended for survey control.
 FO0353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0353.See file dsdata.txt to determine how the superseded data were derived.
 FO0353
 FO0353_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU535795(NAD 83)
 FO0353_MARKER: DB = BENCH MARK DISK
 FO0353_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FO0353_SP_SET: FOUNDATION
 FO0353_STAMPING: E 225 1951
 FO0353_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FO0353
 FO0353  HISTORY     - Date     Condition        Report By
 FO0353  HISTORY     - 1951     MONUMENTED       CGS
 FO0353  HISTORY     - 1967     GOOD             NGS
 FO0353  HISTORY     - 1970     GOOD             NGS
 FO0353  HISTORY     - 19960109 MARK NOT FOUND   CHANCE
 FO0353
 FO0353                          STATION DESCRIPTION
 FO0353
 FO0353'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 FO0353'1.1 MI SW FROM ALBUQUERQUE.
 FO0353'ABOUT 0.2 MILE NORTH ALONG DORIS AVENUE FROM THE KIRTLAND AIR FORCE
 FO0353'BASE FIRE STATION BUILDING 980, THENCE 0.3 MILE WEST ALONG ABERDEEN
 FO0353'DRIVE, THENCE 0.2 MILE SOUTH ALONG MAXWELL AVENUE, THENCE 0.25 MILE
 FO0353'SOUTHWEST ALONG BOLLING AVENUE, THENCE 0.05 MILE SOUTH ALONG CARLISLE
 FO0353'AVENUE,  CENTRAL AVENUE FROM THE EAST CENTRAL AVENUE VIADUCT AT
 FO0353'ALBUQUERQUE, THENCE 2.2 MILES SOUTH ALONG SOUTH YALE AVENUE, THENCE
 FO0353'0.9 MILE WEST CROSSCOUNTRY, IN S 34, T 10 N, R 3 E, 53 FEET SOUTH OF
 FO0353'THE CENTER LINE OF THE AVENUE, 51 FEET NORTHWEST OF THE NORTHEAST
 FO0353'CORNER OF HANGAR T 333, 22 FEET NORTH OF THE NORTH FACE OF THE HANGAR,
 FO0353'27 FEET WEST OF THE SOUTHWEST CORNER OF BUILDING T 334, SET IN THE TOP
 FO0353'OF THE WEST EDGE OF THE CONCRETE FOUNDATION OF A METAL SMOKE STACK,
 FO0353'AND ABOUT LEVEL WITH THE AVENUE.
 FO0353
 FO0353                          STATION RECOVERY (1970)
 FO0353
 FO0353'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 FO0353'RECOVERED IN GOOD CONDITION.
 FO0353
 FO0353                          STATION RECOVERY (1996)
 FO0353
 FO0353'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (MFY)
 FO0353'RECOVERY NOTE BY CHANCE 1996 MARK NOT FOUND - SEARCHED 0.5
 FO0353'PERSON-HOUR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0271 ***********************************************************************
 FO0271  DESIGNATION -  E 227
 FO0271  PID         -  FO0271
 FO0271  STATE/COUNTY-  NM/SANDOVAL
 FO0271  USGS QUAD   -  BERNALILLO (1990)
 FO0271
 FO0271                         *CURRENT SURVEY CONTROL
 FO0271  ___________________________________________________________________
 FO0271* NAD 83(1986)-  35 17 04.     (N)    106 35 42.     (W)     SCALED    
 FO0271* NAVD 88     -      1535.997  (meters)    5039.35   (feet)  ADJUSTED  
 FO0271  ___________________________________________________________________
 FO0271  GEOID HEIGHT-         -20.94  (meters)                     GEOID03
 FO0271  DYNAMIC HT  -        1533.932 (meters)    5032.58  (feet)  COMP
 FO0271  MODELED GRAV-     979,235.9   (mgal)                       NAVD 88
 FO0271
 FO0271  VERT ORDER  -  FIRST     CLASS II
 FO0271
 FO0271.The horizontal coordinates were scaled from a topographic map and have
 FO0271.an estimated accuracy of +/- 6 seconds.
 FO0271
 FO0271.The orthometric height was determined by differential leveling
 FO0271.and adjusted by the National Geodetic Survey in June 1991..
 FO0271
 FO0271.The geoid height was determined by GEOID03.
 FO0271
 FO0271.The dynamic height is computed by dividing the NAVD 88
 FO0271.geopotential number by the normal gravity value computed on the
 FO0271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0271.degrees latitude (g = 980.6199 gals.).
 FO0271
 FO0271.The modeled gravity was interpolated from observed gravity values.
 FO0271
 FO0271;                    North         East    Units  Estimated Accuracy
 FO0271;SPC NM C     -   475,180.      468,620.      MT  (+/- 180 meters Scaled)
 FO0271
 FO0271                          SUPERSEDED SURVEY CONTROL
 FO0271
 FO0271  NGVD 29 (??/??/92) 1535.170  (m)         5036.64   (f) ADJ UNCH    1 2
 FO0271
 FO0271.Superseded values are not recommended for survey control.
 FO0271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0271.See file dsdata.txt to determine how the superseded data were derived.
 FO0271
 FO0271_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV549057(NAD 83)
 FO0271_MARKER: DB = BENCH MARK DISK
 FO0271_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FO0271_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FO0271_STAMPING: E 227 1951
 FO0271_MARK LOGO: CGS   
 FO0271_PROJECTION: PROJECTING 10 CENTIMETERS
 FO0271_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO0271+STABILITY: SURFACE MOTION
 FO0271
 FO0271  HISTORY     - Date     Condition        Report By
 FO0271  HISTORY     - 1951     MONUMENTED       CGS
 FO0271  HISTORY     - 1984     GOOD             NGS
 FO0271
 FO0271                          STATION DESCRIPTION
 FO0271
 FO0271'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 FO0271'6.05 MI SW FROM BERNALILLO.
 FO0271'3.45 MILES SOUTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 FO0271'FROM THE STATION AT BERNALILLO, THENCE 1.2 MILES WEST ALONG A DIRT
 FO0271'ROAD, THENCE 1.4 MILES NORTH ALONG A TRACK ROAD, 51 FEET SOUTHWEST OF
 FO0271'THE CENTER LINE OF THE ROAD, 10.7 FEET EAST OF A FENCE, 50 YARDS EAST
 FO0271'OF THE EAST BANK OF THE RIO GRANDE RIVER, 0.1 MILE SOUTH OF A CABLE
 FO0271'CROSSING THE RIVER, 3 FEET NORTHWEST OF A WITNESS POST, SET IN THE TOP
 FO0271'OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 FO0271
 FO0271                          STATION RECOVERY (1984)
 FO0271
 FO0271'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FO0271'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTIONS.
 FO0271'DELETE--4.35 MILES SOUTHWEST ALONG THE ATCHISON TOPEKA AND SANTA FE
 FO0271'RAILROAD IN BERNALILLO.  ADD--7.4 KM (4.6 MI) SOUTHWEST ALONG THE
 FO0271'ATCHISON TOPEKA AND SANTA FE RAILROAD FROM ITS JUNCTION WITH STATE
 FO0271'HIGHWAY 44 IN BERNALILLO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0657 ***********************************************************************
 DR0657  DESIGNATION -  E 23
 DR0657  PID         -  DR0657
 DR0657  STATE/COUNTY-  NM/OTERO
 DR0657  USGS QUAD   -  CAT MOUNTAIN (1981)
 DR0657
 DR0657                         *CURRENT SURVEY CONTROL
 DR0657  ___________________________________________________________________
 DR0657* NAD 83(1986)-  33 09 02.     (N)    105 52 50.     (W)     SCALED    
 DR0657* NAVD 88     -      1713.494  (meters)    5621.69   (feet)  ADJUSTED  
 DR0657  ___________________________________________________________________
 DR0657  GEOID HEIGHT-         -20.89  (meters)                     GEOID03
 DR0657  DYNAMIC HT  -        1710.891 (meters)    5613.15  (feet)  COMP
 DR0657  MODELED GRAV-     979,057.4   (mgal)                       NAVD 88
 DR0657
 DR0657  VERT ORDER  -  FIRST     CLASS II
 DR0657
 DR0657.The horizontal coordinates were scaled from a topographic map and have
 DR0657.an estimated accuracy of +/- 6 seconds.
 DR0657
 DR0657.The orthometric height was determined by differential leveling
 DR0657.and adjusted by the National Geodetic Survey in June 1991..
 DR0657
 DR0657.The geoid height was determined by GEOID03.
 DR0657
 DR0657.The dynamic height is computed by dividing the NAVD 88
 DR0657.geopotential number by the normal gravity value computed on the
 DR0657.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0657.degrees latitude (g = 980.6199 gals.).
 DR0657
 DR0657.The modeled gravity was interpolated from observed gravity values.
 DR0657
 DR0657;                    North         East    Units  Estimated Accuracy
 DR0657;SPC NM C     -   238,510.      534,460.      MT  (+/- 180 meters Scaled)
 DR0657
 DR0657                          SUPERSEDED SURVEY CONTROL
 DR0657
 DR0657  NGVD 29 (??/??/92) 1712.775  (m)         5619.33   (f) ADJ UNCH    1 2
 DR0657
 DR0657.Superseded values are not recommended for survey control.
 DR0657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0657.See file dsdata.txt to determine how the superseded data were derived.
 DR0657
 DR0657_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDS178683(NAD 83)
 DR0657_MARKER: DB = BENCH MARK DISK
 DR0657_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DR0657_SP_SET: CULVERT
 DR0657_STAMPING: 5619.329 E 23 1933
 DR0657_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR0657
 DR0657  HISTORY     - Date     Condition        Report By
 DR0657  HISTORY     - 1933     MONUMENTED       CGS
 DR0657  HISTORY     - 1975     GOOD             USGS
 DR0657
 DR0657                          STATION DESCRIPTION
 DR0657
 DR0657'DESCRIBED BY US GEOLOGICAL SURVEY 1975
 DR0657'10.45 MI NE FROM TULAROSA.
 DR0657'9.95 MILES NE ALONG U.S. HWY. 70 FROM THE CITY HALL IN TULAROSA OTERO
 DR0657'COUNTY.  THENCE 0.5 MILES NE ALONG DIRT ROAD AT A 3 BY 6 FT. CONCRETE
 DR0657'CULVERT, AND IN THE TOP OF THE W END OF THE S HEADWALL.  A STANDARD
 DR0657'DISK STAMPED 5619.329 E 23 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0240 ***********************************************************************
 CW0240  DESIGNATION -  E 230
 CW0240  PID         -  CW0240
 CW0240  STATE/COUNTY-  NM/EDDY
 CW0240  USGS QUAD   -  KITCHEN COVE (1985)
 CW0240
 CW0240                         *CURRENT SURVEY CONTROL
 CW0240  ___________________________________________________________________
 CW0240* NAD 83(1986)-  32 20 43.     (N)    104 15 10.     (W)     SCALED    
 CW0240* NAVD 88     -       987.065  (meters)    3238.40   (feet)  ADJUSTED  
 CW0240  ___________________________________________________________________
 CW0240  GEOID HEIGHT-         -24.40  (meters)                     GEOID03
 CW0240  DYNAMIC HT  -         985.649 (meters)    3233.75  (feet)  COMP
 CW0240  MODELED GRAV-     979,171.0   (mgal)                       NAVD 88
 CW0240
 CW0240  VERT ORDER  -  FIRST     CLASS I
 CW0240
 CW0240.This mark is at Cavern City Air Terminal Airport (CNM)
 CW0240
 CW0240.The horizontal coordinates were scaled from a topographic map and have
 CW0240.an estimated accuracy of +/- 6 seconds.
 CW0240
 CW0240.The orthometric height was determined by differential leveling
 CW0240.and adjusted by the National Geodetic Survey in June 1991..
 CW0240
 CW0240.The geoid height was determined by GEOID03.
 CW0240
 CW0240.The dynamic height is computed by dividing the NAVD 88
 CW0240.geopotential number by the normal gravity value computed on the
 CW0240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0240.degrees latitude (g = 980.6199 gals.).
 CW0240
 CW0240.The modeled gravity was interpolated from observed gravity values.
 CW0240
 CW0240;                    North         East    Units  Estimated Accuracy
 CW0240;SPC NM E     -   149,160.      172,580.      MT  (+/- 180 meters Scaled)
 CW0240
 CW0240                          SUPERSEDED SURVEY CONTROL
 CW0240
 CW0240  NGVD 29 (??/??/92)  986.580  (m)         3236.80   (f) ADJ UNCH    1 1
 CW0240
 CW0240.Superseded values are not recommended for survey control.
 CW0240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0240.See file dsdata.txt to determine how the superseded data were derived.
 CW0240
 CW0240_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SER703789(NAD 83)
 CW0240_MARKER: DB = BENCH MARK DISK
 CW0240_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CW0240_SP_SET: CONCRETE BASE
 CW0240_STAMPING: E 230 1945
 CW0240_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CW0240_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CW0240+SATELLITE: SATELLITE OBSERVATIONS - March 20, 2004
 CW0240
 CW0240  HISTORY     - Date     Condition        Report By
 CW0240  HISTORY     - 1945     MONUMENTED       CGS
 CW0240  HISTORY     - 1957     GOOD             NGS
 CW0240  HISTORY     - 1973     GOOD             NGS
 CW0240  HISTORY     - 1977     GOOD             NGS
 CW0240  HISTORY     - 19770712 MARK NOT FOUND   CHANCE
 CW0240  HISTORY     - 20040320 GOOD             USPSQD
 CW0240
 CW0240                          STATION DESCRIPTION
 CW0240
 CW0240'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 CW0240'5.95 MI SW FROM CARLSBAD.
 CW0240'ABOUT 2.05 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 CW0240'FROM THE STATION AT CARLSBAD, THENCE 3.75 MILES SOUTHWEST ALONG U. S.
 CW0240'HIGHWAYS 62 AND 180, THENCE 0.15 MILE WEST ALONG THE ACCESS ROAD TO
 CW0240'THE CARLSBAD AIRPORT, SET VERTICALLY IN THE EAST FACE OF THE CONCRETE
 CW0240'BASE OF THE SOUTHEAST LEG OF THE CONTROL TOWER, AND 2 FEET ABOVE THE
 CW0240'GROUND.
 CW0240
 CW0240                          STATION RECOVERY (1973)
 CW0240
 CW0240'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 CW0240'RECOVERED IN GOOD CONDITION.
 CW0240
 CW0240                          STATION RECOVERY (1977)
 CW0240
 CW0240'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CW0240'AT CARLSBAD MUNICIPAL AIRPORT, 0.1 MILE SOUTHEAST ALONG ASPHALT ROAD
 CW0240'FROM THE TERMINAL BUILDING, THENCE 0.1 MILE SOUTHWEST ALONG A MESH
 CW0240'WIRE FENCE, 0.15 MILE SOUTH ACROSS ASPHALT PAD FROM BENCH MARK E 230
 CW0240'RESET 1968, 39 FT. NORTHEAST OF A FENCE CORNER, 5 FT. SOUTHEAST OF A
 CW0240'FENCE, SET VERTICALLY IN THE NORTHEAST FACE OF A 2 BY 2-FT. CONCRETE
 CW0240'PIER WHICH PROJECTS 7 FT. ABOVE THE GROUND, (FORMERLY A LEG OF A
 CW0240'CONTROL TOWER).
 CW0240
 CW0240                          STATION RECOVERY (1977)
 CW0240
 CW0240'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1977 (MFY)
 CW0240'RECOVERY NOTE BY CHANCE 1996 MARK NOT FOUND - SEARCHED 0.5
 CW0240'PERSON-HOUR.
 CW0240
 CW0240                          STATION RECOVERY (2004)
 CW0240
 CW0240'RECOVERY NOTE BY US POWER SQUADRON 2004 (CAG)
 CW0240'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0242 ***********************************************************************
 CW0242  DESIGNATION -  E 230 RESET
 CW0242  PID         -  CW0242
 CW0242  STATE/COUNTY-  NM/EDDY
 CW0242  USGS QUAD   -  KITCHEN COVE (1985)
 CW0242
 CW0242                         *CURRENT SURVEY CONTROL
 CW0242  ___________________________________________________________________
 CW0242* NAD 83(1986)-  32 20 38.     (N)    104 15 06.     (W)     SCALED    
 CW0242* NAVD 88     -       985.828  (meters)    3234.34   (feet)  ADJUSTED  
 CW0242  ___________________________________________________________________
 CW0242  GEOID HEIGHT-         -24.41  (meters)                     GEOID03
 CW0242  DYNAMIC HT  -         984.413 (meters)    3229.70  (feet)  COMP
 CW0242  MODELED GRAV-     979,170.6   (mgal)                       NAVD 88
 CW0242
 CW0242  VERT ORDER  -  FIRST     CLASS I
 CW0242
 CW0242.This mark is at Cavern City Air Terminal Airport (CNM)
 CW0242
 CW0242.The horizontal coordinates were scaled from a topographic map and have
 CW0242.an estimated accuracy of +/- 6 seconds.
 CW0242
 CW0242.The orthometric height was determined by differential leveling
 CW0242.and adjusted by the National Geodetic Survey in June 1991..
 CW0242
 CW0242.The geoid height was determined by GEOID03.
 CW0242
 CW0242.The dynamic height is computed by dividing the NAVD 88
 CW0242.geopotential number by the normal gravity value computed on the
 CW0242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0242.degrees latitude (g = 980.6199 gals.).
 CW0242
 CW0242.The modeled gravity was interpolated from observed gravity values.
 CW0242
 CW0242;                    North         East    Units  Estimated Accuracy
 CW0242;SPC NM E     -   149,000.      172,690.      MT  (+/- 180 meters Scaled)
 CW0242
 CW0242                          SUPERSEDED SURVEY CONTROL
 CW0242
 CW0242  NGVD 29 (??/??/92)  985.342  (m)         3232.74   (f) ADJ UNCH    1 1
 CW0242
 CW0242.Superseded values are not recommended for survey control.
 CW0242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0242.See file dsdata.txt to determine how the superseded data were derived.
 CW0242
 CW0242_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SER704788(NAD 83)
 CW0242_MARKER: DB = BENCH MARK DISK
 CW0242_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CW0242_SP_SET: MASSIVE STRUCTURE
 CW0242_STAMPING: E 230 RESET 1968
 CW0242_MARK LOGO: CGS   
 CW0242_MAGNETIC: N = NO MAGNETIC MATERIAL
 CW0242_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CW0242_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CW0242+SATELLITE: SATELLITE OBSERVATIONS - March 20, 2004
 CW0242
 CW0242  HISTORY     - Date     Condition        Report By
 CW0242  HISTORY     - 1968     MONUMENTED       CGS
 CW0242  HISTORY     - 1973     GOOD             NGS
 CW0242  HISTORY     - 1977     GOOD             NGS
 CW0242  HISTORY     - 19960712 GOOD             CHANCE
 CW0242  HISTORY     - 19970915 GOOD             USPSQD
 CW0242  HISTORY     - 20040320 GOOD             USPSQD
 CW0242
 CW0242                          STATION DESCRIPTION
 CW0242
 CW0242'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 CW0242'5.95 MI SW FROM CARLSBAD.
 CW0242'ABOUT 6.0 MILES SOUTHWEST OF CARLSBAD BUSINESS DISTRICT, AT THE CAVERN
 CW0242'CITY AIR TERMINAL, SET ON THE SOUTH WALL OF THE ADMINISTRATION
 CW0242'BUILDING NEAR THE SOUTHWEST CORNER AND ABOUT 1 FOOT ABOVE THE LEVEL OF
 CW0242'THE GROUND.
 CW0242
 CW0242                          STATION RECOVERY (1973)
 CW0242
 CW0242'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 CW0242'RECOVERED IN GOOD CONDITION.
 CW0242
 CW0242                          STATION RECOVERY (1977)
 CW0242
 CW0242'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CW0242'5.8 MILES SOUTHWEST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE
 CW0242'COURTHOUSE, THENCE 0.2 MILE WEST ALONG THE ENTRANCE ROAD TO THE
 CW0242'CARLSBAD MUNICIPAL AIRPORT, SET VERTICALLY IN THE SOUTHEAST FACE OF
 CW0242'THE BRICK AIRPORT TERMINAL BUILDING, 0.8 FT. NORTHEAST OF THE SOUTH
 CW0242'CORNER OF THE BUILDING, 3.6 FT. SOUTHWEST OF THE SOUTHWEST EDGE OF
 CW0242'A FIRE TRUCK ENTRANCE DOOR.
 CW0242
 CW0242                          STATION RECOVERY (1996)
 CW0242
 CW0242'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (MFY)
 CW0242'RECOVERY NOTE BY CHANCE 1996 RECOVERED IN GOOD CONDITION.  A NEW AND
 CW0242'COMPLETE DESCRIPTION FOLLOWS THE STATION IS LOCATED APPROXIMATELY 4.8
 CW0242'KM (3.00 MI) SOUTH OF THE CITY OF CARLSBAD AT THE CAVERN CITY AIR
 CW0242'TERMINAL.  OWNERSHIP -- CITY OF CARLSBAD, MIKE MEDLEY - AIRPORT
 CW0242'MANAGER, PHONE (505) 887-3060 TO REACH THE STATION FROM THE Y JUNCTION
 CW0242'OF US HIGHWAY 62-180 AND US HIGHWAY 285 IN SOUTH CARLSBAD, PROCEED
 CW0242'SOUTH-SOUTHWEST ON US HIGHWAY 62-180 FOR 5.8 KM (3.60 MI) TO THE
 CW0242'CAVERN CITY AIR TERMINAL ENTRANCE.  TURN RIGHT AND GO WEST FOR 0.25 KM
 CW0242'(0.15 MI) TO THE TERMINAL BUILDING AND THE STATION MOUNTED VERTICALLY
 CW0242'IN THE SOUTHWEST CORNER OF THE TERMINAL BUILDING THE STATION IS A
 CW0242'BENCH MARK DISK SET IN THE SOUTHWEST CORNER OF THE BUILDING
 CW0242'APPROXIMATELY 30 CM ABOVE THE GROUND.  THE STATION IS LOCATED 12.6 M
 CW0242'(41.3 FT) WEST OF A FENCE, 1.1 M (3.6 FT) SOUTHWEST OF THE SOUTHWEST
 CW0242'EDGE OF A FIRE TRUCK ENTRANCE DOOR, AND 0.2 M (0.7 FT) NORTHEAST OF
 CW0242'THE SOUTH CORNER OF THE TERMINAL BUILDING
 CW0242
 CW0242                          STATION RECOVERY (1997)
 CW0242
 CW0242'RECOVERY NOTE BY US POWER SQUADRON 1997
 CW0242'RECOVERED IN GOOD CONDITION.
 CW0242
 CW0242                          STATION RECOVERY (2004)
 CW0242
 CW0242'RECOVERY NOTE BY US POWER SQUADRON 2004 (CAG)
 CW0242'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0578 ***********************************************************************
 DS0578  DESIGNATION -  E 231
 DS0578  PID         -  DS0578
 DS0578  STATE/COUNTY-  NM/SOCORRO
 DS0578  USGS QUAD   -  SAN ANTONIO (1981)
 DS0578
 DS0578                         *CURRENT SURVEY CONTROL
 DS0578  ___________________________________________________________________
 DS0578* NAD 83(1986)-  33 57 07.     (N)    106 52 07.     (W)     SCALED    
 DS0578* NAVD 88     -      1391.986  (meters)    4566.87   (feet)  ADJUSTED  
 DS0578  ___________________________________________________________________
 DS0578  GEOID HEIGHT-         -22.38  (meters)                     GEOID03
 DS0578  DYNAMIC HT  -        1390.002 (meters)    4560.36  (feet)  COMP
 DS0578  MODELED GRAV-     979,163.2   (mgal)                       NAVD 88
 DS0578
 DS0578  VERT ORDER  -  FIRST     CLASS II
 DS0578
 DS0578.The horizontal coordinates were scaled from a topographic map and have
 DS0578.an estimated accuracy of +/- 6 seconds.
 DS0578
 DS0578.The orthometric height was determined by differential leveling
 DS0578.and adjusted by the National Geodetic Survey in June 1991..
 DS0578
 DS0578.The geoid height was determined by GEOID03.
 DS0578
 DS0578.The dynamic height is computed by dividing the NAVD 88
 DS0578.geopotential number by the normal gravity value computed on the
 DS0578.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0578.degrees latitude (g = 980.6199 gals.).
 DS0578
 DS0578.The modeled gravity was interpolated from observed gravity values.
 DS0578
 DS0578;                    North         East    Units  Estimated Accuracy
 DS0578;SPC NM C     -   327,500.      442,820.      MT  (+/- 180 meters Scaled)
 DS0578
 DS0578                          SUPERSEDED SURVEY CONTROL
 DS0578
 DS0578  NGVD 29 (??/??/92) 1391.272  (m)         4564.53   (f) ADJ UNCH    1 2
 DS0578
 DS0578.Superseded values are not recommended for survey control.
 DS0578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0578.See file dsdata.txt to determine how the superseded data were derived.
 DS0578
 DS0578_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT273584(NAD 83)
 DS0578_MARKER: DB = BENCH MARK DISK
 DS0578_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0578_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0578_STAMPING: E 231 1950
 DS0578_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0578+STABILITY: SURFACE MOTION
 DS0578
 DS0578  HISTORY     - Date     Condition        Report By
 DS0578  HISTORY     - 1950     MONUMENTED       CGS
 DS0578  HISTORY     - 1975     MARK NOT FOUND   USGS
 DS0578  HISTORY     - 1980     MARK NOT FOUND   NGS
 DS0578
 DS0578                          STATION DESCRIPTION
 DS0578
 DS0578'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 DS0578'3.2 MI N FROM SAN ANTONIO.
 DS0578'3.2 MILES NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD FROM
 DS0578'THE STATION AT SAN ANTONIO, AT A PRIVATE ROAD CROSSING, 83 FEET
 DS0578'SOUTHWEST OF THE CENTER OF THE CROSSING, 69 FEET SOUTH OF THE CENTER
 DS0578'OF A GATE, 47 FEET WEST OF THE WEST RAIL, 8 FEET SOUTHWEST OF MILEPOST
 DS0578'985, 1.5 FEET EAST OF A FENCE, 1.8 FEET NORTH OF A WITNESS POST, SET
 DS0578'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE
 DS0578'GROUND.
 DS0578
 DS0578                          STATION RECOVERY (1975)
 DS0578
 DS0578'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 DS0578'MARK NOT FOUND.
 DS0578
 DS0578                          STATION RECOVERY (1980)
 DS0578
 DS0578'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DS0578'A THOROUGH SEARCH OF THIS AREA REVEALED NO EVIDENCE OF THIS MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0816 ***********************************************************************
 DS0816  DESIGNATION -  E 233
 DS0816  PID         -  DS0816
 DS0816  STATE/COUNTY-  NM/SIERRA
 DS0816  USGS QUAD   -  ENGLE (1985)
 DS0816
 DS0816                         *CURRENT SURVEY CONTROL
 DS0816  ___________________________________________________________________
 DS0816* NAD 83(1986)-  33 11 37.     (N)    107 01 53.     (W)     SCALED    
 DS0816* NAVD 88     -      1458.635  (meters)    4785.54   (feet)  ADJUSTED  
 DS0816  ___________________________________________________________________
 DS0816  GEOID HEIGHT-         -22.91  (meters)                     GEOID03
 DS0816  DYNAMIC HT  -        1456.507 (meters)    4778.56  (feet)  COMP
 DS0816  MODELED GRAV-     979,127.8   (mgal)                       NAVD 88
 DS0816
 DS0816  VERT ORDER  -  FIRST     CLASS II
 DS0816
 DS0816.The horizontal coordinates were scaled from a topographic map and have
 DS0816.an estimated accuracy of +/- 6 seconds.
 DS0816
 DS0816.The orthometric height was determined by differential leveling
 DS0816.and adjusted by the National Geodetic Survey in June 1991..
 DS0816
 DS0816.The geoid height was determined by GEOID03.
 DS0816
 DS0816.The dynamic height is computed by dividing the NAVD 88
 DS0816.geopotential number by the normal gravity value computed on the
 DS0816.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0816.degrees latitude (g = 980.6199 gals.).
 DS0816
 DS0816.The modeled gravity was interpolated from observed gravity values.
 DS0816
 DS0816;                    North         East    Units  Estimated Accuracy
 DS0816;SPC NM W     -   243,510.      904,780.      MT  (+/- 180 meters Scaled)
 DS0816
 DS0816                          SUPERSEDED SURVEY CONTROL
 DS0816
 DS0816  NGVD 29 (??/??/92) 1457.990  (m)         4783.42   (f) ADJ UNCH    1 2
 DS0816
 DS0816.Superseded values are not recommended for survey control.
 DS0816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0816.See file dsdata.txt to determine how the superseded data were derived.
 DS0816
 DS0816_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS106745(NAD 83)
 DS0816_MARKER: DB = BENCH MARK DISK
 DS0816_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0816_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0816_STAMPING: E 233 1951
 DS0816_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0816+STABILITY: SURFACE MOTION
 DS0816
 DS0816  HISTORY     - Date     Condition        Report By
 DS0816  HISTORY     - 1951     MONUMENTED       CGS
 DS0816  HISTORY     - 1952     GOOD             NGS
 DS0816
 DS0816                          STATION DESCRIPTION
 DS0816
 DS0816'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 DS0816'1.1 MI N FROM ENGLE.
 DS0816'1.1 MILES NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD FROM
 DS0816'THE STATION AT ENGLE, 5 POLES SOUTH OF MILEPOST 1042, 46.5 FEET EAST
 DS0816'OF THE EAST RAIL, 58 FEET WEST OF THE CENTER LINE OF A NORTH AND SOUTH
 DS0816'ROAD, 1.5 FEET WEST OF A FENCE, 1.8 FEET NORTH OF A WITNESS POST, SET
 DS0816'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE
 DS0816'GROUND.
 DS0816
 DS0816                          STATION RECOVERY (1952)
 DS0816
 DS0816'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 DS0816'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0452 ***********************************************************************
 DS0452  DESIGNATION -  E 234
 DS0452  PID         -  DS0452
 DS0452  STATE/COUNTY-  NM/LINCOLN
 DS0452  USGS QUAD   -  OSCURA (1981)
 DS0452
 DS0452                         *CURRENT SURVEY CONTROL
 DS0452  ___________________________________________________________________
 DS0452* NAD 83(1986)-  33 29 03.     (N)    106 04 08.     (W)     SCALED    
 DS0452* NAVD 88     -      1504.916  (meters)    4937.38   (feet)  ADJUSTED  
 DS0452  ___________________________________________________________________
 DS0452  GEOID HEIGHT-         -21.22  (meters)                     GEOID03
 DS0452  DYNAMIC HT  -        1502.766 (meters)    4930.32  (feet)  COMP
 DS0452  MODELED GRAV-     979,155.3   (mgal)                       NAVD 88
 DS0452
 DS0452  VERT ORDER  -  SECOND    CLASS 0
 DS0452
 DS0452.The horizontal coordinates were scaled from a topographic map and have
 DS0452.an estimated accuracy of +/- 6 seconds.
 DS0452
 DS0452.The orthometric height was determined by differential leveling
 DS0452.and adjusted by the National Geodetic Survey in June 1991..
 DS0452
 DS0452.The geoid height was determined by GEOID03.
 DS0452
 DS0452.The dynamic height is computed by dividing the NAVD 88
 DS0452.geopotential number by the normal gravity value computed on the
 DS0452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0452.degrees latitude (g = 980.6199 gals.).
 DS0452
 DS0452.The modeled gravity was interpolated from observed gravity values.
 DS0452
 DS0452;                    North         East    Units  Estimated Accuracy
 DS0452;SPC NM C     -   275,460.      516,830.      MT  (+/- 180 meters Scaled)
 DS0452
 DS0452                          SUPERSEDED SURVEY CONTROL
 DS0452
 DS0452  NGVD 29 (??/??/92) 1504.266  (m)         4935.25   (f) ADJ UNCH    2 0
 DS0452
 DS0452.Superseded values are not recommended for survey control.
 DS0452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0452.See file dsdata.txt to determine how the superseded data were derived.
 DS0452
 DS0452_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDT006054(NAD 83)
 DS0452_MARKER: DB = BENCH MARK DISK
 DS0452_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0452_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0452_STAMPING: E 234 1952
 DS0452_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0452+STABILITY: SURFACE MOTION
 DS0452
 DS0452  HISTORY     - Date     Condition        Report By
 DS0452  HISTORY     - 1952     MONUMENTED       CGS
 DS0452  HISTORY     - 1969     GOOD             NGS
 DS0452
 DS0452                          STATION DESCRIPTION
 DS0452
 DS0452'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 DS0452'0.9 MI W FROM OSCURO.
 DS0452'ABOUT 0.9 MILE WEST ALONG WHITE SANDS MISSILE RANGE ROUTE 12 FROM THE
 DS0452'STORE AT OSCURO, 88 FEET NORTH OF THE CENTER LINE OF THE ROUTE, 94
 DS0452'FEET NORTHEAST OF THE CENTER OF A CATTLE GUARD, 62 FEET NORTHEAST OF A
 DS0452'FENCE, 2.2 FEET WEST OF A WOODEN WITNESS POST, 1.5 FEET EAST OF A
 DS0452'METAL WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE ROUTE, AND SET
 DS0452'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 4 INCHES ABOVE THE
 DS0452'SURFACE OF THE GROUND.  SEC 36, T 9S, R 8E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0071 ***********************************************************************
 DS0071  DESIGNATION -  E 235
 DS0071  PID         -  DS0071
 DS0071  STATE/COUNTY-  NM/SOCORRO
 DS0071  USGS QUAD   -  MOCKINGBIRD GAP (1982)
 DS0071
 DS0071                         *CURRENT SURVEY CONTROL
 DS0071  ___________________________________________________________________
 DS0071* NAD 83(1986)-  33 33 24.     (N)    106 26 48.     (W)     SCALED    
 DS0071* NAVD 88     -      1585.235  (meters)    5200.89   (feet)  ADJUSTED  
 DS0071  ___________________________________________________________________
 DS0071  GEOID HEIGHT-         -21.98  (meters)                     GEOID03
 DS0071  DYNAMIC HT  -        1582.938 (meters)    5193.36  (feet)  COMP
 DS0071  MODELED GRAV-     979,131.7   (mgal)                       NAVD 88
 DS0071
 DS0071  VERT ORDER  -  SECOND    CLASS 0
 DS0071
 DS0071.The horizontal coordinates were scaled from a topographic map and have
 DS0071.an estimated accuracy of +/- 6 seconds.
 DS0071
 DS0071.The orthometric height was determined by differential leveling
 DS0071.and adjusted by the National Geodetic Survey in June 1991..
 DS0071
 DS0071.The geoid height was determined by GEOID03.
 DS0071
 DS0071.The dynamic height is computed by dividing the NAVD 88
 DS0071.geopotential number by the normal gravity value computed on the
 DS0071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0071.degrees latitude (g = 980.6199 gals.).
 DS0071
 DS0071.The modeled gravity was interpolated from observed gravity values.
 DS0071
 DS0071;                    North         East    Units  Estimated Accuracy
 DS0071;SPC NM C     -   283,500.      481,740.      MT  (+/- 180 meters Scaled)
 DS0071
 DS0071                          SUPERSEDED SURVEY CONTROL
 DS0071
 DS0071  NGVD 29 (??/??/92) 1584.551  (m)         5198.65   (f) ADJ UNCH    2 0
 DS0071
 DS0071.Superseded values are not recommended for survey control.
 DS0071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0071.See file dsdata.txt to determine how the superseded data were derived.
 DS0071
 DS0071_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT657139(NAD 83)
 DS0071_MARKER: DB = BENCH MARK DISK
 DS0071_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0071_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0071_STAMPING: E 235 1952
 DS0071_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0071+STABILITY: SURFACE MOTION
 DS0071
 DS0071  HISTORY     - Date     Condition        Report By
 DS0071  HISTORY     - 1952     MONUMENTED       CGS
 DS0071  HISTORY     - 1967     GOOD             NGS
 DS0071
 DS0071                          STATION DESCRIPTION
 DS0071
 DS0071'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DS0071'20.85 MI SE FROM STALLION RANGE CENTER.
 DS0071'ABOUT 20.85 MILES SOUTHEAST ALONG WHITE SANDS MISSILE RANGE ROUTE 7
 DS0071'FROM THE HEADQUARTERS BUILDING AT STALLION RANGE CENTER, IN S 5, T 9
 DS0071'S, R 5 E, 0.1 MILE NORTHWEST OF THREE METAL CORRUGATED CULVERTS, 98
 DS0071'FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 2.8 FEET NORTHWEST OF A
 DS0071'WOODEN WITNESS POST, ABOUT 3 1/2 FEET BELOW THE LEVEL OF THE ROAD, AND
 DS0071'SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0104 ***********************************************************************
 DS0104  DESIGNATION -  E 236
 DS0104  PID         -  DS0104
 DS0104  STATE/COUNTY-  NM/SOCORRO
 DS0104  USGS QUAD   -  TRINITY SITE (1981)
 DS0104
 DS0104                         *CURRENT SURVEY CONTROL
 DS0104  ___________________________________________________________________
 DS0104* NAD 83(1986)-  33 40 32.     (N)    106 28 48.     (W)     SCALED    
 DS0104* NAVD 88     -      1491.685  (meters)    4893.97   (feet)  ADJUSTED  
 DS0104  ___________________________________________________________________
 DS0104  GEOID HEIGHT-         -22.05  (meters)                     GEOID03
 DS0104  DYNAMIC HT  -        1489.529 (meters)    4886.90  (feet)  COMP
 DS0104  MODELED GRAV-     979,139.6   (mgal)                       NAVD 88
 DS0104
 DS0104  VERT ORDER  -  SECOND    CLASS 0
 DS0104
 DS0104.The horizontal coordinates were scaled from a topographic map and have
 DS0104.an estimated accuracy of +/- 6 seconds.
 DS0104
 DS0104.The orthometric height was determined by differential leveling
 DS0104.and adjusted by the National Geodetic Survey in June 1991..
 DS0104
 DS0104.The geoid height was determined by GEOID03.
 DS0104
 DS0104.The dynamic height is computed by dividing the NAVD 88
 DS0104.geopotential number by the normal gravity value computed on the
 DS0104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0104.degrees latitude (g = 980.6199 gals.).
 DS0104
 DS0104.The modeled gravity was interpolated from observed gravity values.
 DS0104
 DS0104;                    North         East    Units  Estimated Accuracy
 DS0104;SPC NM C     -   296,690.      478,670.      MT  (+/- 180 meters Scaled)
 DS0104
 DS0104                          SUPERSEDED SURVEY CONTROL
 DS0104
 DS0104  NGVD 29 (??/??/92) 1490.997  (m)         4891.71   (f) ADJ UNCH    2 0
 DS0104
 DS0104.Superseded values are not recommended for survey control.
 DS0104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0104.See file dsdata.txt to determine how the superseded data were derived.
 DS0104
 DS0104_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT628271(NAD 83)
 DS0104_MARKER: DB = BENCH MARK DISK
 DS0104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0104_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0104_STAMPING: E 236 1952
 DS0104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0104+STABILITY: SURFACE MOTION
 DS0104
 DS0104  HISTORY     - Date     Condition        Report By
 DS0104  HISTORY     - 1952     MONUMENTED       CGS
 DS0104
 DS0104                          STATION DESCRIPTION
 DS0104
 DS0104'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DS0104'50.15 MI W FROM CARRIZOZO.
 DS0104'14.8 MILES SOUTH ALONG U.S. HIGHWAY 54 FROM THE POST OFFICE AT
 DS0104'CARRIZOZO, THENCE 30.0 MILES WEST ALONG THE MOCKING BIRD GAP ROAD,
 DS0104'THENCE 4.45 MILES NORTH ALONG A DIRT ROAD, THENCE 0.6 MILE NORTH ALONG
 DS0104'AN OILED ROAD, THENCE 0.3 MILE WEST ALONG AN OILED ROAD, 99 FEET
 DS0104'SOUTHEAST OF THE CENTER LINE OF AN OILED ROAD, 76 FEET SOUTHWEST OF A
 DS0104'FENCE, 63 FEET SOUTHWEST OF THE CENTER LINE OF A TRACK ROAD, 3 FEET
 DS0104'NORTHWEST OF A FENCE, 3 FEET SOUTHWEST OF A WITNESS POST, SET IN THE
 DS0104'TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0374 ***********************************************************************
 DS0374  DESIGNATION -  E 237
 DS0374  PID         -  DS0374
 DS0374  STATE/COUNTY-  NM/SOCORRO
 DS0374  USGS QUAD   -  MOUND SPRINGS (1982)
 DS0374
 DS0374                         *CURRENT SURVEY CONTROL
 DS0374  ___________________________________________________________________
 DS0374* NAD 83(1986)-  33 24 10.     (N)    106 21 47.     (W)     SCALED    
 DS0374* NAVD 88     -      1308.875  (meters)    4294.20   (feet)  ADJUSTED  
 DS0374  ___________________________________________________________________
 DS0374  GEOID HEIGHT-         -22.33  (meters)                     GEOID03
 DS0374  DYNAMIC HT  -        1307.004 (meters)    4288.06  (feet)  COMP
 DS0374  MODELED GRAV-     979,162.5   (mgal)                       NAVD 88
 DS0374
 DS0374  VERT ORDER  -  SECOND    CLASS 0
 DS0374
 DS0374.The horizontal coordinates were scaled from a topographic map and have
 DS0374.an estimated accuracy of +/- 6 seconds.
 DS0374
 DS0374.The orthometric height was determined by differential leveling
 DS0374.and adjusted by the National Geodetic Survey in June 1991..
 DS0374
 DS0374.The geoid height was determined by GEOID03.
 DS0374
 DS0374.The dynamic height is computed by dividing the NAVD 88
 DS0374.geopotential number by the normal gravity value computed on the
 DS0374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0374.degrees latitude (g = 980.6199 gals.).
 DS0374
 DS0374.The modeled gravity was interpolated from observed gravity values.
 DS0374
 DS0374;                    North         East    Units  Estimated Accuracy
 DS0374;SPC NM C     -   266,420.      489,480.      MT  (+/- 180 meters Scaled)
 DS0374
 DS0374                          SUPERSEDED SURVEY CONTROL
 DS0374
 DS0374  NGVD 29 (??/??/92) 1308.236  (m)         4292.10   (f) ADJ UNCH    2 0
 DS0374
 DS0374.Superseded values are not recommended for survey control.
 DS0374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0374.See file dsdata.txt to determine how the superseded data were derived.
 DS0374
 DS0374_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS732967(NAD 83)
 DS0374_MARKER: DB = BENCH MARK DISK
 DS0374_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0374_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0374_STAMPING: E 237 1952
 DS0374_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0374+STABILITY: SURFACE MOTION
 DS0374
 DS0374  HISTORY     - Date     Condition        Report By
 DS0374  HISTORY     - 1952     MONUMENTED       CGS
 DS0374
 DS0374                          STATION DESCRIPTION
 DS0374
 DS0374'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DS0374'47.5 MI SW FROM CARRIZOZO.
 DS0374'14.8 MILES SOUTH ALONG U.S. HIGHWAY 54 FROM THE POST OFFICE AT
 DS0374'CARRIZOZO, THENCE 23.1 MILES WEST ALONG THE MOCKING BIRD GAP ROAD,
 DS0374'THENCE 0.9 MILE SOUTH ALONG A DIRT ROAD, THENCE 8.7 MILES SOUTHEAST
 DS0374'ALONG A TRACK ROAD, 109 FEET EAST OF THE CENTER LINE OF THE ROAD, 90
 DS0374'FEET NORTHWEST OF THE CENTER LINE OF A NORTHEAST AND SOUTHWEST TRACK
 DS0374'ROAD, ALONG A TELEPHONE LINE, 3 FEET SOUTH OF A WITNESS POST, SET IN
 DS0374'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.8 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0430 ***********************************************************************
 DS0430  DESIGNATION -  E 238
 DS0430  PID         -  DS0430
 DS0430  STATE/COUNTY-  NM/SOCORRO
 DS0430  USGS QUAD   -  SHEEP MOUNTAIN (1981)
 DS0430
 DS0430                         *CURRENT SURVEY CONTROL
 DS0430  ___________________________________________________________________
 DS0430* NAD 83(1986)-  33 16 13.     (N)    106 25 12.     (W)     SCALED    
 DS0430* NAVD 88     -      1252.701  (meters)    4109.90   (feet)  ADJUSTED  
 DS0430  ___________________________________________________________________
 DS0430  GEOID HEIGHT-         -22.69  (meters)                     GEOID03
 DS0430  DYNAMIC HT  -        1250.910 (meters)    4104.03  (feet)  COMP
 DS0430  MODELED GRAV-     979,164.6   (mgal)                       NAVD 88
 DS0430
 DS0430  VERT ORDER  -  SECOND    CLASS 0
 DS0430
 DS0430.The horizontal coordinates were scaled from a topographic map and have
 DS0430.an estimated accuracy of +/- 6 seconds.
 DS0430
 DS0430.The orthometric height was determined by differential leveling
 DS0430.and adjusted by the National Geodetic Survey in June 1991..
 DS0430
 DS0430.The geoid height was determined by GEOID03.
 DS0430
 DS0430.The dynamic height is computed by dividing the NAVD 88
 DS0430.geopotential number by the normal gravity value computed on the
 DS0430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0430.degrees latitude (g = 980.6199 gals.).
 DS0430
 DS0430.The modeled gravity was interpolated from observed gravity values.
 DS0430
 DS0430;                    North         East    Units  Estimated Accuracy
 DS0430;SPC NM C     -   251,740.      484,160.      MT  (+/- 180 meters Scaled)
 DS0430
 DS0430                          SUPERSEDED SURVEY CONTROL
 DS0430
 DS0430  NGVD 29 (??/??/92) 1252.083  (m)         4107.88   (f) ADJ UNCH    2 0
 DS0430
 DS0430.Superseded values are not recommended for survey control.
 DS0430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0430.See file dsdata.txt to determine how the superseded data were derived.
 DS0430
 DS0430_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS677821(NAD 83)
 DS0430_MARKER: DB = BENCH MARK DISK
 DS0430_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0430_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0430_STAMPING: E 238 1952
 DS0430_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0430+STABILITY: SURFACE MOTION
 DS0430
 DS0430  HISTORY     - Date     Condition        Report By
 DS0430  HISTORY     - 1952     MONUMENTED       CGS
 DS0430
 DS0430                          STATION DESCRIPTION
 DS0430
 DS0430'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DS0430'36.6 MI NW FROM TULAROSA.
 DS0430'28.3 MILES WEST ALONG OLD STATE HIGHWAY 52 FROM THE SOUTHERN PACIFIC
 DS0430'RAILROAD STATION AT TULAROSA, THENCE 8.3 MILES NORTH ALONG A TRACK
 DS0430'ROAD, 30 FEET WEST OF THE CENTER LINE OF THE ROAD, 3 FEET SOUTH OF A
 DS0430'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.9
 DS0430'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0405 ***********************************************************************
 DS0405  DESIGNATION -  E 239
 DS0405  PID         -  DS0405
 DS0405  STATE/COUNTY-  NM/OTERO
 DS0405  USGS QUAD   -  TULAROSA PEAK (1981)
 DS0405
 DS0405                         *CURRENT SURVEY CONTROL
 DS0405  ___________________________________________________________________
 DS0405* NAD 83(1986)-  33 05 54.     (N)    106 09 16.     (W)     SCALED    
 DS0405* NAVD 88     -      1264.234  (meters)    4147.74   (feet)  ADJUSTED  
 DS0405  ___________________________________________________________________
 DS0405  GEOID HEIGHT-         -22.60  (meters)                     GEOID03
 DS0405  DYNAMIC HT  -        1262.417 (meters)    4141.78  (feet)  COMP
 DS0405  MODELED GRAV-     979,156.8   (mgal)                       NAVD 88
 DS0405
 DS0405  VERT ORDER  -  FIRST     CLASS I
 DS0405
 DS0405.The horizontal coordinates were scaled from a topographic map and have
 DS0405.an estimated accuracy of +/- 6 seconds.
 DS0405
 DS0405.The orthometric height was determined by differential leveling
 DS0405.and adjusted by the National Geodetic Survey in June 1991..
 DS0405
 DS0405.The geoid height was determined by GEOID03.
 DS0405
 DS0405.The dynamic height is computed by dividing the NAVD 88
 DS0405.geopotential number by the normal gravity value computed on the
 DS0405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0405.degrees latitude (g = 980.6199 gals.).
 DS0405
 DS0405.The modeled gravity was interpolated from observed gravity values.
 DS0405
 DS0405;                    North         East    Units  Estimated Accuracy
 DS0405;SPC NM C     -   232,660.      508,920.      MT  (+/- 180 meters Scaled)
 DS0405
 DS0405                          SUPERSEDED SURVEY CONTROL
 DS0405
 DS0405  NGVD 29 (??/??/92) 1263.618  (m)         4145.72   (f) ADJ UNCH    1 1
 DS0405
 DS0405.Superseded values are not recommended for survey control.
 DS0405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0405.See file dsdata.txt to determine how the superseded data were derived.
 DS0405
 DS0405_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS922627(NAD 83)
 DS0405_MARKER: DB = BENCH MARK DISK
 DS0405_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0405_SP_SET: CONCRETE POST
 DS0405_STAMPING: E 239 1952
 DS0405_MARK LOGO: CGS   
 DS0405_PROJECTION: PROJECTING 6 CENTIMETERS
 DS0405_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0405+STABILITY: SURFACE MOTION
 DS0405
 DS0405  HISTORY     - Date     Condition        Report By
 DS0405  HISTORY     - 1952     MONUMENTED       CGS
 DS0405  HISTORY     - 1986     GOOD             NGS
 DS0405
 DS0405                          STATION DESCRIPTION
 DS0405
 DS0405'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DS0405'8.1 MI W FROM TULAROSA.
 DS0405'6.75 MILES WEST ALONG OLD STATE HIGHWAY 52 FROM THE SOUTHERN PACIFIC
 DS0405'RAILROAD STATION AT TULAROSA, THENCE 1.35 MILES NORTH ALONG A GRAVELED
 DS0405'ROAD, 88 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 3 FEET
 DS0405'SOUTHEAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 DS0405'PROJECTS 0.9 FOOT ABOVE THE GROUND.
 DS0405
 DS0405                          STATION RECOVERY (1986)
 DS0405
 DS0405'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 DS0405'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  12.9 KM
 DS0405'(8.0 MI) WEST OF THE POST OFFICE IN TULAROSA ALONG THE OLD HIGHWAY 52
 DS0405'TO THE TULA GATE, THENCE 2.4 KM (1.5 MI) NORTH OF THE TULA GATE ON
 DS0405'WSMR ROUTE 9, 27.6 METERS (90.6 FT) SOUTHWEST OF THE CENTERLINE OF THE
 DS0405'ROAD, 14.9 METERS (48.9 FT) NORTHEAST OF POWER POLE 97, 0.8 METER
 DS0405'(2.6 FT) SOUTH OF A WOODEN WITNESS POST.
 DS0405'THE MARK IS 1.1 METERS  N FROM  A WITNESS POST
 DS0405'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0331 ***********************************************************************
 EP0331  DESIGNATION -  E 24
 EP0331  PID         -  EP0331
 EP0331  STATE/COUNTY-  NM/TORRANCE
 EP0331  USGS QUAD   -  CORONA NORTH (1995)
 EP0331
 EP0331                         *CURRENT SURVEY CONTROL
 EP0331  ___________________________________________________________________
 EP0331* NAD 83(1986)-  34 19 45.     (N)    105 32 52.     (W)     SCALED    
 EP0331* NAVD 88     -      1956.943  (meters)    6420.40   (feet)  ADJUSTED  
 EP0331  ___________________________________________________________________
 EP0331  GEOID HEIGHT-         -20.11  (meters)                     GEOID03
 EP0331  DYNAMIC HT  -        1954.093 (meters)    6411.05  (feet)  COMP
 EP0331  MODELED GRAV-     979,108.8   (mgal)                       NAVD 88
 EP0331
 EP0331  VERT ORDER  -  FIRST     CLASS II
 EP0331
 EP0331.The horizontal coordinates were scaled from a topographic map and have
 EP0331.an estimated accuracy of +/- 6 seconds.
 EP0331
 EP0331.The orthometric height was determined by differential leveling
 EP0331.and adjusted by the National Geodetic Survey in June 1991..
 EP0331
 EP0331.The geoid height was determined by GEOID03.
 EP0331
 EP0331.The dynamic height is computed by dividing the NAVD 88
 EP0331.geopotential number by the normal gravity value computed on the
 EP0331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EP0331.degrees latitude (g = 980.6199 gals.).
 EP0331
 EP0331.The modeled gravity was interpolated from observed gravity values.
 EP0331
 EP0331;                    North         East    Units  Estimated Accuracy
 EP0331;SPC NM C     -   369,390.      564,620.      MT  (+/- 180 meters Scaled)
 EP0331
 EP0331                          SUPERSEDED SURVEY CONTROL
 EP0331
 EP0331  NGVD 29 (??/??/92) 1956.089  (m)         6417.60   (f) ADJ UNCH    1 2
 EP0331
 EP0331.Superseded values are not recommended for survey control.
 EP0331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EP0331.See file dsdata.txt to determine how the superseded data were derived.
 EP0331
 EP0331_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDT496987(NAD 83)
 EP0331_MARKER: DB = BENCH MARK DISK
 EP0331_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EP0331_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EP0331_STAMPING: 6417.602 E 24 1933
 EP0331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EP0331+STABILITY: SURFACE MOTION
 EP0331
 EP0331  HISTORY     - Date     Condition        Report By
 EP0331  HISTORY     - 1933     MONUMENTED       CGS
 EP0331  HISTORY     - 1934     GOOD             NGS
 EP0331  HISTORY     - 1979     GOOD             USGS
 EP0331
 EP0331                          STATION DESCRIPTION
 EP0331
 EP0331'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 EP0331'2.3 MI NE FROM VARNEY.
 EP0331'2.3 MILES NORTHEAST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 EP0331'STATION AT VARNEY, TORRANCE COUNTY, 6.5 FEET NORTHEAST OF BLOCK SIGNAL
 EP0331'1497.5, 95 FEET SOUTHEAST OF THE CENTERLINE OF THE TRACK, AND 5.5 FEET
 EP0331'WEST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED 6417.602 E
 EP0331'24 1933 AND SET IN THE TOP OF A CONCRETE POST.
 EP0331
 EP0331                          STATION RECOVERY (1979)
 EP0331
 EP0331'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 EP0331'P.O. IN CORONA, NEW MEXICO, WHICH IS 2 BLOCKS SOUTH OF INTERSECTION
 EP0331'OF HIGHWAYS US 54 AND STATE 42, PROCEED NORTHERLY ON US 54 CROSSING
 EP0331'OVER RR TRACKS AT 2.3 MILES AND AT 2.6 MILES TO GRADED ROAD ON THE
 EP0331'LEFT, TURN LEFT CROSSING CATTLEGUARD AND AT 1.0 MILE CROSS
 EP0331'CATTLEGUARD, AT 1.4 MILES SIGNALS ON RR, AND AT 4.0 MILES TO SIGNALS
 EP0331'ON RR, 1497.4 ON S. SIDE OF EAST POLE, BM IS 30 FT W OF CENTERLINE OF
 EP0331'ROAD, 5 FT WEST OF ROW FENCE AND PROJECTS 0.3 FT AND STAMPED E 24
 EP0331'1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0241 ***********************************************************************
 CX0241  DESIGNATION -  E 240
 CX0241  PID         -  CX0241
 CX0241  STATE/COUNTY-  NM/OTERO
 CX0241  USGS QUAD   -  GARTON LAKE (1982)
 CX0241
 CX0241                         *CURRENT SURVEY CONTROL
 CX0241  ___________________________________________________________________
 CX0241* NAD 83(1986)-  32 45 10.     (N)    106 08 27.     (W)     SCALED    
 CX0241* NAVD 88     -      1229.302  (meters)    4033.14   (feet)  ADJUSTED  
 CX0241  ___________________________________________________________________
 CX0241  GEOID HEIGHT-         -23.02  (meters)                     GEOID03
 CX0241  DYNAMIC HT  -        1227.520 (meters)    4027.29  (feet)  COMP
 CX0241  MODELED GRAV-     979,146.2   (mgal)                       NAVD 88
 CX0241
 CX0241  VERT ORDER  -  SECOND    CLASS 0
 CX0241
 CX0241.The horizontal coordinates were scaled from a topographic map and have
 CX0241.an estimated accuracy of +/- 6 seconds.
 CX0241
 CX0241.The orthometric height was determined by differential leveling
 CX0241.and adjusted by the National Geodetic Survey in June 1991..
 CX0241
 CX0241.The geoid height was determined by GEOID03.
 CX0241
 CX0241.The dynamic height is computed by dividing the NAVD 88
 CX0241.geopotential number by the normal gravity value computed on the
 CX0241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0241.degrees latitude (g = 980.6199 gals.).
 CX0241
 CX0241.The modeled gravity was interpolated from observed gravity values.
 CX0241
 CX0241;                    North         East    Units  Estimated Accuracy
 CX0241;SPC NM C     -   194,340.      510,230.      MT  (+/- 180 meters Scaled)
 CX0241
 CX0241                          SUPERSEDED SURVEY CONTROL
 CX0241
 CX0241  NGVD 29 (??/??/92) 1228.726  (m)         4031.25   (f) ADJ UNCH    2 0
 CX0241
 CX0241.Superseded values are not recommended for survey control.
 CX0241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0241.See file dsdata.txt to determine how the superseded data were derived.
 CX0241
 CX0241_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS931244(NAD 83)
 CX0241_MARKER: DB = BENCH MARK DISK
 CX0241_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX0241_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CX0241_STAMPING: E 240 1952
 CX0241_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX0241+STABILITY: SURFACE MOTION
 CX0241
 CX0241  HISTORY     - Date     Condition        Report By
 CX0241  HISTORY     - 1952     MONUMENTED       CGS
 CX0241  HISTORY     - 1986     GOOD             DMA
 CX0241
 CX0241                          STATION DESCRIPTION
 CX0241
 CX0241'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CX0241'15.9 MI SW FROM ALAMOGORDO.
 CX0241'12.9 MILES SOUTHWEST ALONG U.S. HIGHWAY 70 FROM THE POST OFFICE AT
 CX0241'ALAMOGORDO, THENCE 3.0 MILES SOUTH ALONG A GRAVELED ROAD, 44 FEET WEST
 CX0241'OF THE CENTER LINE OF THE ROAD, 21 FEET EAST OF A FENCE, 3 FEET SOUTH
 CX0241'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 CX0241'0.8 FOOT ABOVE THE GROUND.
 CX0241
 CX0241                          STATION RECOVERY (1986)
 CX0241
 CX0241'RECOVERY NOTE BY DEFENSE MAP AGENCY 1986 (PET)
 CX0241'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0534 ***********************************************************************
 DS0534  DESIGNATION -  E 241
 DS0534  PID         -  DS0534
 DS0534  STATE/COUNTY-  NM/SIERRA
 DS0534  USGS QUAD   -  STRAWBERRY PEAK (1981)
 DS0534
 DS0534                         *CURRENT SURVEY CONTROL
 DS0534  ___________________________________________________________________
 DS0534* NAD 83(1986)-  33 03 07.     (N)    106 32 04.     (W)     SCALED    
 DS0534* NAVD 88     -      1206.585  (meters)    3958.60   (feet)  ADJUSTED  
 DS0534  ___________________________________________________________________
 DS0534  GEOID HEIGHT-         -22.96  (meters)                     GEOID03
 DS0534  DYNAMIC HT  -        1204.845 (meters)    3952.90  (feet)  COMP
 DS0534  MODELED GRAV-     979,154.4   (mgal)                       NAVD 88
 DS0534
 DS0534  VERT ORDER  -  SECOND    CLASS 0
 DS0534
 DS0534.The horizontal coordinates were scaled from a topographic map and have
 DS0534.an estimated accuracy of +/- 6 seconds.
 DS0534
 DS0534.The orthometric height was determined by differential leveling
 DS0534.and adjusted by the National Geodetic Survey in June 1991..
 DS0534
 DS0534.The geoid height was determined by GEOID03.
 DS0534
 DS0534.The dynamic height is computed by dividing the NAVD 88
 DS0534.geopotential number by the normal gravity value computed on the
 DS0534.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0534.degrees latitude (g = 980.6199 gals.).
 DS0534
 DS0534.The modeled gravity was interpolated from observed gravity values.
 DS0534
 DS0534;                    North         East    Units  Estimated Accuracy
 DS0534;SPC NM W     -   228,270.      951,310.      MT  (+/- 180 meters Scaled)
 DS0534
 DS0534                          SUPERSEDED SURVEY CONTROL
 DS0534
 DS0534  NGVD 29 (??/??/92) 1205.979  (m)         3956.62   (f) ADJ UNCH    2 0
 DS0534
 DS0534.Superseded values are not recommended for survey control.
 DS0534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0534.See file dsdata.txt to determine how the superseded data were derived.
 DS0534
 DS0534_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS567580(NAD 83)
 DS0534_MARKER: DB = BENCH MARK DISK
 DS0534_SETTING: 0 = UNSPECIFIED SETTING
 DS0534_STAMPING: E 241 1952
 DS0534_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DS0534
 DS0534  HISTORY     - Date     Condition        Report By
 DS0534  HISTORY     - 1952     MONUMENTED       CGS
 DS0534  HISTORY     - 1968     GOOD             NGS
 DS0534
 DS0534                          STATION DESCRIPTION
 DS0534
 DS0534'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 DS0534'8.45 MI SSE FROM RHODES CANYON RANGE CENTER.
 DS0534'TO REACH THE MARK FROM THE RHODES CANYON RANGE CENTER, GO SOUTHERLY ON
 DS0534'ROUTE 7 FOR 8.45 MILES TO THE MARK ON THE RIGHT.  IT IS 122 FEET WEST
 DS0534'OF THE CENTERLINE OF ROUTE 7, 3.3 FEET NORTH OF A WOOD WITNESS POST,
 DS0534'AND 1.6 FEET WEST OF A METAL WITNESS POST.  NOTE-- THE MARK WAS
 DS0534'ESTABLISHED AS THE AZIMUTH MARK FOR TRIANGULATION STATION GUN 2.  THE
 DS0534'RAILROAD WAS DESTROYED.  THE MARK IS LOCATED IN SIERRA COUNTY INSTEAD
 DS0534'OF SOCORRO COUNTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0046 ***********************************************************************
 CX0046  DESIGNATION -  E 242
 CX0046  PID         -  CX0046
 CX0046  STATE/COUNTY-  NM/DONA ANA
 CX0046  USGS QUAD   -  HEART OF THE SANDS SW (1982)
 CX0046
 CX0046                         *CURRENT SURVEY CONTROL
 CX0046  ___________________________________________________________________
 CX0046* NAD 83(1986)-  32 48 55.     (N)    106 29 46.     (W)     SCALED    
 CX0046* NAVD 88     -      1249.954  (meters)    4100.89   (feet)  ADJUSTED  
 CX0046  ___________________________________________________________________
 CX0046  GEOID HEIGHT-         -23.07  (meters)                     GEOID03
 CX0046  DYNAMIC HT  -        1248.150 (meters)    4094.97  (feet)  COMP
 CX0046  MODELED GRAV-     979,151.9   (mgal)                       NAVD 88
 CX0046
 CX0046  VERT ORDER  -  SECOND    CLASS 0
 CX0046
 CX0046.The horizontal coordinates were scaled from a topographic map and have
 CX0046.an estimated accuracy of +/- 6 seconds.
 CX0046
 CX0046.The orthometric height was determined by differential leveling
 CX0046.and adjusted by the National Geodetic Survey in June 1991..
 CX0046
 CX0046.The geoid height was determined by GEOID03.
 CX0046
 CX0046.The dynamic height is computed by dividing the NAVD 88
 CX0046.geopotential number by the normal gravity value computed on the
 CX0046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0046.degrees latitude (g = 980.6199 gals.).
 CX0046
 CX0046.The modeled gravity was interpolated from observed gravity values.
 CX0046
 CX0046;                    North         East    Units  Estimated Accuracy
 CX0046;SPC NM C     -   201,290.      476,960.      MT  (+/- 180 meters Scaled)
 CX0046
 CX0046                          SUPERSEDED SURVEY CONTROL
 CX0046
 CX0046  NGVD 29 (??/??/92) 1249.374  (m)         4098.99   (f) ADJ UNCH    2 0
 CX0046
 CX0046.Superseded values are not recommended for survey control.
 CX0046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0046.See file dsdata.txt to determine how the superseded data were derived.
 CX0046
 CX0046_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS599318(NAD 83)
 CX0046_MARKER: DB = BENCH MARK DISK
 CX0046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX0046_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CX0046_STAMPING: E 242 1952
 CX0046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX0046+STABILITY: SURFACE MOTION
 CX0046
 CX0046  HISTORY     - Date     Condition        Report By
 CX0046  HISTORY     - 1952     MONUMENTED       CGS
 CX0046  HISTORY     - 1979     GOOD             USGS
 CX0046
 CX0046                          STATION DESCRIPTION
 CX0046
 CX0046'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CX0046'51.3 MI SW FROM TULAROSA.
 CX0046'28.3 MILES WEST ALONG OLD STATE HIGHWAY 52 FROM THE SOUTHERN PACIFIC
 CX0046'RAILROAD STATION AT TULAROSA, THENCE 25.0 MILES SOUTH ALONG A TRACK
 CX0046'ROAD, 0.35 MILE NORTH OF A JUNCTION WITH A DIRT ROAD LEADING
 CX0046'NORTHWEST, 26 FEET SOUTH OF A TELEPHONE POLE, 20 FEET WEST OF THE
 CX0046'CENTER LINE OF A TRACK ROAD, 2 FEET WEST OF A WITNESS POST, SET IN THE
 CX0046'TOP OF A CONCRETE POST WHICH PROJECTS 0.7 FOOT ABOVE THE GROUND.
 CX0046
 CX0046                          STATION RECOVERY (1979)
 CX0046
 CX0046'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 CX0046'U.S. POST OFFICE AT TULAROSA, N.M., 29.3 MI. W. OF ALONG OLD HWY 52
 CX0046'AND WSMR ROAD 6 TO THE INTERSECTION OF WSMR ROAD 7, THENCE 24.85 MI.
 CX0046'S., 0.6 MI. S. OF A GRAVEL ROAD SW, ABOUT 1300 FT. W OF THE HWY. TO A
 CX0046'OLD TRACK ROAD, 20 FT. W. OF THE ROAD, 2 FT. W. OF A WITNESS POST. A
 CX0046'STANDARD DISK SET IN THE TOP OF A CONCRETE POST PROJECTING 0.7 FT.
 CX0046'ABOVE THE GROUND AND STAMPED E-242 1952.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0048 ***********************************************************************
 CX0048  DESIGNATION -  E 243
 CX0048  PID         -  CX0048
 CX0048  STATE/COUNTY-  NM/DONA ANA
 CX0048  USGS QUAD   -  HEART OF THE SANDS SW (1982)
 CX0048
 CX0048                         *CURRENT SURVEY CONTROL
 CX0048  ___________________________________________________________________
 CX0048* NAD 83(1986)-  32 46 58.     (N)    106 28 47.     (W)     SCALED    
 CX0048* NAVD 88     -      1231.211  (meters)    4039.40   (feet)  ADJUSTED  
 CX0048  ___________________________________________________________________
 CX0048  GEOID HEIGHT-         -23.12  (meters)                     GEOID03
 CX0048  DYNAMIC HT  -        1229.429 (meters)    4033.55  (feet)  COMP
 CX0048  MODELED GRAV-     979,148.8   (mgal)                       NAVD 88
 CX0048
 CX0048  VERT ORDER  -  SECOND    CLASS 0
 CX0048
 CX0048.The horizontal coordinates were scaled from a topographic map and have
 CX0048.an estimated accuracy of +/- 6 seconds.
 CX0048
 CX0048.The orthometric height was determined by differential leveling
 CX0048.and adjusted by the National Geodetic Survey in June 1991..
 CX0048
 CX0048.The geoid height was determined by GEOID03.
 CX0048
 CX0048.The dynamic height is computed by dividing the NAVD 88
 CX0048.geopotential number by the normal gravity value computed on the
 CX0048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0048.degrees latitude (g = 980.6199 gals.).
 CX0048
 CX0048.The modeled gravity was interpolated from observed gravity values.
 CX0048
 CX0048;                    North         East    Units  Estimated Accuracy
 CX0048;SPC NM C     -   197,690.      478,480.      MT  (+/- 180 meters Scaled)
 CX0048
 CX0048                          SUPERSEDED SURVEY CONTROL
 CX0048
 CX0048  NGVD 29 (??/??/92) 1230.633  (m)         4037.50   (f) ADJ UNCH    2 0
 CX0048
 CX0048.Superseded values are not recommended for survey control.
 CX0048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0048.See file dsdata.txt to determine how the superseded data were derived.
 CX0048
 CX0048_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS614281(NAD 83)
 CX0048_MARKER: DB = BENCH MARK DISK
 CX0048_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX0048_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CX0048_STAMPING: E 243 1952
 CX0048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX0048+STABILITY: SURFACE MOTION
 CX0048
 CX0048  HISTORY     - Date     Condition        Report By
 CX0048  HISTORY     - 1952     MONUMENTED       CGS
 CX0048  HISTORY     - 1973     MARK NOT FOUND   USGS
 CX0048
 CX0048                          STATION DESCRIPTION
 CX0048
 CX0048'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CX0048'55.65 MI SW FROM TULAROSA.
 CX0048'28.3 MILES WEST ALONG OLD STATE HIGHWAY 52 FROM THE SOUTHERN PACIFIC
 CX0048'RAILROAD STATION AT TULAROSA, THENCE 27.35 MILES SOUTH ALONG A TRACK
 CX0048'ROAD, 52 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 60 FEET SOUTH
 CX0048'OF A TELEPHONE POLE, 3 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF
 CX0048'A CONCRETE POST WHICH PROJECTS 0.8 FOOT ABOVE THE GROUND.
 CX0048
 CX0048                          STATION RECOVERY (1973)
 CX0048
 CX0048'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 CX0048'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0522 ***********************************************************************
 CX0522  DESIGNATION -  E 244
 CX0522  PID         -  CX0522
 CX0522  STATE/COUNTY-  NM/OTERO
 CX0522  USGS QUAD   -  WHITE SANDS SE (1994)
 CX0522
 CX0522                         *CURRENT SURVEY CONTROL
 CX0522  ___________________________________________________________________
 CX0522* NAD 83(1986)-  32 22 20.     (N)    106 20 32.     (W)     SCALED    
 CX0522* NAVD 88     -      1222.960  (meters)    4012.33   (feet)  POSTED    
 CX0522  ___________________________________________________________________
 CX0522  GEOID HEIGHT-         -23.73  (meters)                     GEOID03
 CX0522  DYNAMIC HT  -        1221.130 (meters)    4006.32  (feet)  COMP
 CX0522  MODELED GRAV-     979,097.4   (mgal)                       NAVD 88
 CX0522
 CX0522  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 CX0522
 CX0522.The horizontal coordinates were scaled from a topographic map and have
 CX0522.an estimated accuracy of +/- 6 seconds.
 CX0522
 CX0522.The orthometric height was determined by differential leveling
 CX0522.and adjusted by the National Geodetic Survey in 1992..
 CX0522.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 CX0522.rate of 4.1 thru 8.0 mm/km.
 CX0522
 CX0522.The geoid height was determined by GEOID03.
 CX0522
 CX0522.The dynamic height is computed by dividing the NAVD 88
 CX0522.geopotential number by the normal gravity value computed on the
 CX0522.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0522.degrees latitude (g = 980.6199 gals.).
 CX0522
 CX0522.The modeled gravity was interpolated from observed gravity values.
 CX0522
 CX0522;                    North         East    Units  Estimated Accuracy
 CX0522;SPC NM C     -   152,140.      491,320.      MT  (+/- 180 meters Scaled)
 CX0522
 CX0522                          SUPERSEDED SURVEY CONTROL
 CX0522
 CX0522  NGVD 29 (??/??/92) 1222.344  (m)         4010.31   (f) ADJ UNCH    2 0
 CX0522
 CX0522.Superseded values are not recommended for survey control.
 CX0522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0522.See file dsdata.txt to determine how the superseded data were derived.
 CX0522
 CX0522_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR737824(NAD 83)
 CX0522_MARKER: DB = BENCH MARK DISK
 CX0522_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX0522_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CX0522_STAMPING: E 244 1952
 CX0522_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX0522+STABILITY: SURFACE MOTION
 CX0522
 CX0522  HISTORY     - Date     Condition        Report By
 CX0522  HISTORY     - 1952     MONUMENTED       CGS
 CX0522
 CX0522                          STATION DESCRIPTION
 CX0522
 CX0522'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CX0522'17.85 MI W FROM OROGRANDE.
 CX0522'0.6 MILE SOUTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 CX0522'STATION AT OROGRANDE, THENCE 15.35 MILES WEST ALONG AN OILED ROAD,
 CX0522'THENCE 1.0 MILE SOUTH ALONG AN OILED ROAD, THENCE 0.9 MILE SOUTH ALONG
 CX0522'A DIRT ROAD, 0.2 MILE NORTH OF C CAMERA STATION, 100 FEET SOUTHEAST OF
 CX0522'THE CENTER LINE OF A SAND ROAD LEADING WEST, 26 FEET EAST OF THE
 CX0522'CENTER LINE OF A NORTH AND SOUTH DIRT ROAD, 21 FEET NORTHEAST OF A
 CX0522'TELEPHONE POLE, 3 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A
 CX0522'CONCRETE POST WHICH PROJECTS 0.9 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0680 ***********************************************************************
 CX0680  DESIGNATION -  E 245
 CX0680  PID         -  CX0680
 CX0680  STATE/COUNTY-  NM/DONA ANA
 CX0680  USGS QUAD   -  SAN MIGUEL (1955)
 CX0680
 CX0680                         *CURRENT SURVEY CONTROL
 CX0680  ___________________________________________________________________
 CX0680* NAD 83(1986)-  32 11 59.     (N)    106 43 07.     (W)     SCALED    
 CX0680* NAVD 88     -      1175.643  (meters)    3857.09   (feet)  POSTED    
 CX0680  ___________________________________________________________________
 CX0680  GEOID HEIGHT-         -23.89  (meters)                     GEOID03
 CX0680  DYNAMIC HT  -        1173.910 (meters)    3851.40  (feet)  COMP
 CX0680  MODELED GRAV-     979,124.5   (mgal)                       NAVD 88
 CX0680
 CX0680  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 CX0680
 CX0680.The horizontal coordinates were scaled from a topographic map and have
 CX0680.an estimated accuracy of +/- 6 seconds.
 CX0680
 CX0680.The orthometric height was determined by differential leveling
 CX0680.and adjusted by the National Geodetic Survey in 1992..
 CX0680.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 CX0680.rate of 4.1 thru 8.0 mm/km.
 CX0680
 CX0680.The geoid height was determined by GEOID03.
 CX0680
 CX0680.The dynamic height is computed by dividing the NAVD 88
 CX0680.geopotential number by the normal gravity value computed on the
 CX0680.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0680.degrees latitude (g = 980.6199 gals.).
 CX0680
 CX0680.The modeled gravity was interpolated from observed gravity values.
 CX0680
 CX0680;                    North         East    Units  Estimated Accuracy
 CX0680;SPC NM C     -   133,110.      455,820.      MT  (+/- 180 meters Scaled)
 CX0680
 CX0680                          SUPERSEDED SURVEY CONTROL
 CX0680
 CX0680  NGVD 29 (??/??/92) 1175.125  (m)         3855.39   (f) ADJ UNCH    1 2
 CX0680
 CX0680.Superseded values are not recommended for survey control.
 CX0680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0680.See file dsdata.txt to determine how the superseded data were derived.
 CX0680
 CX0680_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR380638(NAD 83)
 CX0680_MARKER: DB = BENCH MARK DISK
 CX0680_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX0680_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CX0680_STAMPING: E 245 1952
 CX0680_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX0680+STABILITY: SURFACE MOTION
 CX0680
 CX0680  HISTORY     - Date     Condition        Report By
 CX0680  HISTORY     - 1952     MONUMENTED       CGS
 CX0680  HISTORY     - 1954     GOOD             NGS
 CX0680  HISTORY     - 1981     MARK NOT FOUND   NGS
 CX0680
 CX0680                          STATION DESCRIPTION
 CX0680
 CX0680'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CX0680'5.8 MI SE FROM MESILLA PARK.
 CX0680'5.8 MILES SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 CX0680'FROM THE STATION AT MESILLA PARK, 47.8 FEET SOUTHWEST OF THE CENTER
 CX0680'LINE OF U.S. HIGHWAYS 80 AND 85, 37.8 FEET NORTHEAST OF THE NORTHEAST
 CX0680'RAIL, 9.8 FEET NORTHWEST OF THE 2ND POLE SOUTHEAST OF MILEPOST 1121,
 CX0680'IN LINE WITH A ROW OF POLES, 2.9 FEET SOUTHWEST OF A FENCE, 3.6 FEET
 CX0680'EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 CX0680'PROJECTS 0.6 FOOT ABOVE THE GROUND.
 CX0680
 CX0680                          STATION RECOVERY (1954)
 CX0680
 CX0680'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 CX0680'RECOVERED IN GOOD CONDITION.
 CX0680
 CX0680                          STATION RECOVERY (1981)
 CX0680
 CX0680'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CX0680'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0662 ***********************************************************************
 CX0662  DESIGNATION -  E 246
 CX0662  PID         -  CX0662
 CX0662  STATE/COUNTY-  NM/DONA ANA
 CX0662  USGS QUAD   -  LAS CRUCES (1978)
 CX0662
 CX0662                         *CURRENT SURVEY CONTROL
 CX0662  ___________________________________________________________________
 CX0662* NAD 83(1986)-  32 19 00.     (N)    106 45 58.     (W)     SCALED    
 CX0662* NAVD 88     -      1214.006  (meters)    3982.95   (feet)  ADJUSTED  
 CX0662  ___________________________________________________________________
 CX0662  GEOID HEIGHT-         -23.89  (meters)                     GEOID03
 CX0662  DYNAMIC HT  -        1212.211 (meters)    3977.06  (feet)  COMP
 CX0662  MODELED GRAV-     979,118.3   (mgal)                       NAVD 88
 CX0662
 CX0662  VERT ORDER  -  FIRST     CLASS II
 CX0662
 CX0662.The horizontal coordinates were scaled from a topographic map and have
 CX0662.an estimated accuracy of +/- 6 seconds.
 CX0662
 CX0662.The orthometric height was determined by differential leveling
 CX0662.and adjusted by the National Geodetic Survey in June 1991..
 CX0662
 CX0662.The geoid height was determined by GEOID03.
 CX0662
 CX0662.The dynamic height is computed by dividing the NAVD 88
 CX0662.geopotential number by the normal gravity value computed on the
 CX0662.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0662.degrees latitude (g = 980.6199 gals.).
 CX0662
 CX0662.The modeled gravity was interpolated from observed gravity values.
 CX0662
 CX0662;                    North         East    Units  Estimated Accuracy
 CX0662;SPC NM C     -   146,100.      451,400.      MT  (+/- 180 meters Scaled)
 CX0662
 CX0662                          SUPERSEDED SURVEY CONTROL
 CX0662
 CX0662  NGVD 29 (??/??/92) 1213.454  (m)         3981.14   (f) ADJ UNCH    1 2
 CX0662
 CX0662.Superseded values are not recommended for survey control.
 CX0662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0662.See file dsdata.txt to determine how the superseded data were derived.
 CX0662
 CX0662_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR337769(NAD 83)
 CX0662_MARKER: DB = BENCH MARK DISK
 CX0662_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX0662_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CX0662_STAMPING: E 246 1952
 CX0662_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX0662+STABILITY: SURFACE MOTION
 CX0662
 CX0662  HISTORY     - Date     Condition        Report By
 CX0662  HISTORY     - 1952     MONUMENTED       CGS
 CX0662  HISTORY     - 1974     MARK NOT FOUND   USGS
 CX0662  HISTORY     - 1981     MARK NOT FOUND   NGS
 CX0662
 CX0662                          STATION DESCRIPTION
 CX0662
 CX0662'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CX0662'1.6 MI NE FROM LAS CRUCES.
 CX0662'0.1 MILE NORTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 CX0662'FROM THE STATION AT LAS CRUCES, THENCE 0.9 MILE NORTHEAST ALONG EAST
 CX0662'HADLEY AVENUE, THENCE 0.6 MILE EAST ALONG HINTON STREET, AT THE
 CX0662'CRAWFORD FLYING SERVICE AIRPORT, 39 FEET SOUTH OF THE CENTER LINE OF A
 CX0662'DIRT ROAD LEADING SOUTHWEST, 2 FEET EAST OF THE NORTHEAST CORNER OF
 CX0662'THE NORTH CONCRETE BLOCK HANGAR, 2.3 FEET SOUTHEAST OF A WITNESS POST,
 CX0662'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.1 FOOT ABOVE THE
 CX0662'GROUND.
 CX0662
 CX0662                          STATION RECOVERY (1974)
 CX0662
 CX0662'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 CX0662'MARK NOT FOUND.
 CX0662
 CX0662                          STATION RECOVERY (1981)
 CX0662
 CX0662'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CX0662'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0789 ***********************************************************************
 CX0789  DESIGNATION -  E 247
 CX0789  PID         -  CX0789
 CX0789  STATE/COUNTY-  NM/DONA ANA
 CX0789  USGS QUAD   -  SELDEN CANYON (1982)
 CX0789
 CX0789                         *CURRENT SURVEY CONTROL
 CX0789  ___________________________________________________________________
 CX0789* NAD 83(1986)-  32 34 44.     (N)    106 59 44.     (W)     SCALED    
 CX0789* NAVD 88     -      1218.474  (meters)    3997.61   (feet)  ADJUSTED  
 CX0789  ___________________________________________________________________
 CX0789  GEOID HEIGHT-         -23.81  (meters)                     GEOID03
 CX0789  DYNAMIC HT  -        1216.685 (meters)    3991.74  (feet)  COMP
 CX0789  MODELED GRAV-     979,128.5   (mgal)                       NAVD 88
 CX0789
 CX0789  VERT ORDER  -  FIRST     CLASS II
 CX0789
 CX0789.The horizontal coordinates were scaled from a topographic map and have
 CX0789.an estimated accuracy of +/- 6 seconds.
 CX0789
 CX0789.The orthometric height was determined by differential leveling
 CX0789.and adjusted by the National Geodetic Survey in June 1991..
 CX0789
 CX0789.The geoid height was determined by GEOID03.
 CX0789
 CX0789.The dynamic height is computed by dividing the NAVD 88
 CX0789.geopotential number by the normal gravity value computed on the
 CX0789.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0789.degrees latitude (g = 980.6199 gals.).
 CX0789
 CX0789.The modeled gravity was interpolated from observed gravity values.
 CX0789
 CX0789;                    North         East    Units  Estimated Accuracy
 CX0789;SPC NM C     -   175,300.      430,000.      MT  (+/- 180 meters Scaled)
 CX0789
 CX0789                          SUPERSEDED SURVEY CONTROL
 CX0789
 CX0789  NGVD 29 (??/??/92) 1217.903  (m)         3995.74   (f) ADJ UNCH    1 2
 CX0789
 CX0789.Superseded values are not recommended for survey control.
 CX0789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0789.See file dsdata.txt to determine how the superseded data were derived.
 CX0789
 CX0789_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS126063(NAD 83)
 CX0789_MARKER: DB = BENCH MARK DISK
 CX0789_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX0789_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CX0789_STAMPING: E 247 1952
 CX0789_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX0789+STABILITY: SURFACE MOTION
 CX0789
 CX0789  HISTORY     - Date     Condition        Report By
 CX0789  HISTORY     - 1952     MONUMENTED       CGS
 CX0789
 CX0789                          STATION DESCRIPTION
 CX0789
 CX0789'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CX0789'8.5 MI SE FROM RINCON.
 CX0789'8.5 MILES SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 CX0789'FROM THE STATION AT RINCON, 98.6 FEET EAST OF THE EAST RAIL, 56 FEET
 CX0789'EAST OF MILEPOST 1088, 2.5 FEET NORTH OF A WITNESS POST, 2.8 FEET WEST
 CX0789'OF A FENCE, 0.85 MILE SOUTH OF THE TONUCO SIDING SIGN, SET IN THE TOP
 CX0789'OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0580 ***********************************************************************
 CW0580  DESIGNATION -  E 248
 CW0580  PID         -  CW0580
 CW0580  STATE/COUNTY-  NM/OTERO
 CW0580  USGS QUAD   -  ALAMOGORDO SOUTH (1981)
 CW0580
 CW0580                         *CURRENT SURVEY CONTROL
 CW0580  ___________________________________________________________________
 CW0580* NAD 83(1992)-  32 51 35.67627(N)    105 59 54.89742(W)     ADJUSTED  
 CW0580* NAVD 88     -      1278.331  (meters)    4193.99   (feet)  ADJUSTED  
 CW0580  ___________________________________________________________________
 CW0580  X           -  -1,478,384.499 (meters)                     COMP
 CW0580  Y           -  -5,156,220.862 (meters)                     COMP
 CW0580  Z           -   3,441,599.842 (meters)                     COMP
 CW0580  LAPLACE CORR-           9.10  (seconds)                    DEFLEC99
 CW0580  ELLIP HEIGHT-        1255.97  (meters)          (08/10/01) GPS OBS
 CW0580  GEOID HEIGHT-         -22.34  (meters)                     GEOID03
 CW0580  DYNAMIC HT  -        1276.441 (meters)    4187.79  (feet)  COMP
 CW0580  MODELED GRAV-     979,116.3   (mgal)                       NAVD 88
 CW0580
 CW0580  HORZ ORDER  -  FIRST
 CW0580  VERT ORDER  -  FIRST     CLASS II
 CW0580  ELLP ORDER  -  THIRD     CLASS II
 CW0580
 CW0580.The horizontal coordinates were established by GPS observations
 CW0580.and adjusted by the National Geodetic Survey in March 1997..
 CW0580
 CW0580.The orthometric height was determined by differential leveling
 CW0580.and adjusted by the National Geodetic Survey in June 1991..
 CW0580.WARNING-Repeat measurements at this control monument indicate possible
 CW0580.vertical movement.
 CW0580
 CW0580.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CW0580
 CW0580.The Laplace correction was computed from DEFLEC99 derived deflections.
 CW0580
 CW0580.The ellipsoidal height was determined by GPS observations
 CW0580.and is referenced to NAD 83.
 CW0580
 CW0580.The geoid height was determined by GEOID03.
 CW0580
 CW0580.The dynamic height is computed by dividing the NAVD 88
 CW0580.geopotential number by the normal gravity value computed on the
 CW0580.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0580.degrees latitude (g = 980.6199 gals.).
 CW0580
 CW0580.The modeled gravity was interpolated from observed gravity values.
 CW0580
 CW0580;                    North         East     Units Scale Factor Converg.
 CW0580;SPC NM C     -   206,244.685   523,530.501   MT  0.99990682   +0 08 11.1
 CW0580;SPC NM C     -   676,654.44  1,717,616.32   sFT  0.99990682   +0 08 11.1
 CW0580;UTM  13      - 3,636,198.536   406,567.473   MT  0.99970764   -0 32 30.7
 CW0580
 CW0580!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CW0580!SPC NM C     -   0.99980285  x   0.99990682  =   0.99970969
 CW0580!UTM  13      -   0.99980285  x   0.99970764  =   0.99951054
 CW0580
 CW0580                          SUPERSEDED SURVEY CONTROL
 CW0580
 CW0580  ELLIP H (03/20/97) 1256.03   (m)                       GP(       ) 3 1
 CW0580  NAVD 88 (03/20/97) 1278.33   (m)         4194.0    (f) LEVELING    3  
 CW0580
 CW0580.Superseded values are not recommended for survey control.
 CW0580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0580.See file dsdata.txt to determine how the superseded data were derived.
 CW0580
 CW0580_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDS0656736199(NAD 83)
 CW0580_MARKER: DB = BENCH MARK DISK
 CW0580_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CW0580_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CW0580_STAMPING: E 248 1952
 CW0580_MARK LOGO: CGS   
 CW0580_PROJECTION: PROJECTING 12 CENTIMETERS
 CW0580_MAGNETIC: N = NO MAGNETIC MATERIAL
 CW0580_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CW0580+STABILITY: SURFACE MOTION
 CW0580_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CW0580+SATELLITE: SATELLITE OBSERVATIONS - June 07, 1996
 CW0580
 CW0580  HISTORY     - Date     Condition        Report By
 CW0580  HISTORY     - 1952     MONUMENTED       CGS
 CW0580  HISTORY     - 1980     GOOD             NGS
 CW0580  HISTORY     - 19960607 GOOD             CHANCE
 CW0580
 CW0580                          STATION DESCRIPTION
 CW0580
 CW0580'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CW0580'3.95 MI SW FROM ALAMOGORDO.
 CW0580'3.95 MILES SOUTHWEST ALONG U.S. HIGHWAY 70 FROM THE SOUTHERN PACIFIC
 CW0580'RAILROAD STATION AT ALAMOGORDO, 0.2 MILE SOUTHWEST OF A SERVICE
 CW0580'STATION, 97.5 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, IN
 CW0580'LINE WITH A ROW OF TELEPHONE POLES, 2.5 FEET SOUTHEAST OF A FENCE, 3
 CW0580'FEET SOUTHWEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 CW0580'WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
 CW0580
 CW0580                          STATION RECOVERY (1980)
 CW0580
 CW0580'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CW0580'2.9 KM (1.8 MI) SOUTHERLY ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 CW0580'THE STATION IN ALAMOGORDO, THENCE 3.5 KM (2.2 MI) SOUTHWEST
 CW0580'ALONG U.S. HIGHWAY 70 AND 82, 0.2 KM (0.1 MI) NORTHEAST OF BEKINS
 CW0580'MOVING AND STORAGE COMPANY, 0.1 KM (0.05 MI) SOUTHWEST OF A PAVED
 CW0580'ROAD LEADING SOUTH TO THE ALAMOGORDO MUNICIPAL AIRPORT, 29.7 METERS
 CW0580'(97.5 FT) NORTHWEST OF THE CENTERLINE OF THE SOUTH BOUND LANES
 CW0580'OF THE HIGHWAY, 4.9 METERS (16.0 FT) NORTHEAST OF AN UNDERGROUND
 CW0580'CABLE JUNCTION BOX, 0.9 METERS (3.0 FT) SOUTHWEST OF A 4 BY 4 INCH
 CW0580'WOODEN WITNESS POST AND 0.8 METERS (2.5 FT) SOUTHEAST OF A FENCE.
 CW0580'THE MARK IS 0.5 METERS  NE FROM A WITNESS POST.
 CW0580'THE MARK IS 0.6 M BELOW THE HIGHWAY.
 CW0580
 CW0580                          STATION RECOVERY (1996)
 CW0580
 CW0580'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (MFY)
 CW0580'A NEW AND COMPLETE DESCRIPTION FOLLOWS THE STATION IS LOCATED
 CW0580'APPROXIMATELY 9.7 KM (6.00 MI) SOUTHWEST OF THE CITY OF ALAMOGORDO
 CW0580'ALONG US HIGHWAY 70 NEAR THE ALAMOGORDO - WHITE SANDS REGIONAL
 CW0580'AIRPORT.  THE STATION IS LOCATED ON STATE OF NEW MEXICO HIGHWAY
 CW0580'RIGHT-OF-WAY TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAYS 54
 CW0580'AND 70 SOUTHWEST OF ALAMOGORDO, PROCEED SOUTHWEST ON US HIGHWAY 70 FOR
 CW0580'2.9 KM (1.80 MI) TO THE JUNCTION WITH AIRPORT ROAD ON THE LEFT.
 CW0580'CONTINUE SOUTHWEST ON US HIGHWAY 70 FOR 40.8 M (133.9 FT) TO THE
 CW0580'STATION ON THE RIGHT ALONG THE RIGHT-OF-WAY FENCE LINE THE STATION IS
 CW0580'A BENCH MARK DISK SET INTO THE TOP OF A ROUND CONCRETE MONUMENT.  THE
 CW0580'STATION IS LOCATED 0.2 KM (0.10 MI) NORTHEAST OF BEKINS MOVING AND
 CW0580'STORAGE COMPANY, 29.7 M (97.4 FT) NORTHWEST OF THE CENTERLINE OF THE
 CW0580'SOUTH BOUND LANES OF US HIGHWAY 70, 4.9 M (16.1 FT) NORTHEAST OF AN
 CW0580'UNDERGROUND CABLE JUNCTION BOX, 0.9 M (3.0 FT) SOUTHWEST OF A 4- BY 4-
 CW0580'INCH WOODEN WITNESS POST, 0.8 M (2.6 FT) SOUTHEAST OF A FENCE, 0.6 M
 CW0580'(2.0 FT) BELOW US HIGHWAY 70, AND 0.5 M (1.6 FT) NORTHEAST FROM A
 CW0580'WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0541 ***********************************************************************
 DR0541  DESIGNATION -  E 25
 DR0541  PID         -  DR0541
 DR0541  STATE/COUNTY-  NM/OTERO
 DR0541  USGS QUAD   -  SUNSET (1988)
 DR0541
 DR0541                         *CURRENT SURVEY CONTROL
 DR0541  ___________________________________________________________________
 DR0541* NAD 83(1986)-  33 19 41.     (N)    105 05 19.     (W)     SCALED    
 DR0541* NAVD 88     -      1470.367  (meters)    4824.03   (feet)  ADJUSTED  
 DR0541  ___________________________________________________________________
 DR0541  GEOID HEIGHT-         -21.64  (meters)                     GEOID03
 DR0541  DYNAMIC HT  -        1468.214 (meters)    4816.97  (feet)  COMP
 DR0541  MODELED GRAV-     979,121.6   (mgal)                       NAVD 88
 DR0541
 DR0541  VERT ORDER  -  FIRST     CLASS II
 DR0541
 DR0541.The horizontal coordinates were scaled from a topographic map and have
 DR0541.an estimated accuracy of +/- 6 seconds.
 DR0541
 DR0541.The orthometric height was determined by differential leveling
 DR0541.and adjusted by the National Geodetic Survey in June 1991..
 DR0541
 DR0541.The geoid height was determined by GEOID03.
 DR0541
 DR0541.The dynamic height is computed by dividing the NAVD 88
 DR0541.geopotential number by the normal gravity value computed on the
 DR0541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0541.degrees latitude (g = 980.6199 gals.).
 DR0541
 DR0541.The modeled gravity was interpolated from observed gravity values.
 DR0541
 DR0541;                    North         East    Units  Estimated Accuracy
 DR0541;SPC NM C     -   258,730.      608,120.      MT  (+/- 180 meters Scaled)
 DR0541
 DR0541                          SUPERSEDED SURVEY CONTROL
 DR0541
 DR0541  NGVD 29 (??/??/92) 1469.702  (m)         4821.85   (f) ADJ UNCH    1 2
 DR0541
 DR0541.Superseded values are not recommended for survey control.
 DR0541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0541.See file dsdata.txt to determine how the superseded data were derived.
 DR0541
 DR0541_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDS917876(NAD 83)
 DR0541_MARKER: DD = SURVEY DISK
 DR0541_SETTING: 66 = SET IN ROCK OUTCROP
 DR0541_SP_SET: OUTCROP
 DR0541_STAMPING: E 25 1933
 DR0541_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DR0541+STABILITY: POSITION/ELEVATION WELL
 DR0541
 DR0541  HISTORY     - Date     Condition        Report By
 DR0541  HISTORY     - 1933     MONUMENTED       USFS
 DR0541  HISTORY     - 1963     GOOD             USGS
 DR0541
 DR0541                          STATION DESCRIPTION
 DR0541
 DR0541'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 DR0541'2.2 MI E FROM WEED.
 DR0541'ABOUT 2.2 MILES EAST OF POST OFFICE AT WEED ON STATE HIGHWAY 24. FROM
 DR0541'THE POST OFFICE AT WEED GO NORTH 0.2 MILE TO INTERSECTION STATE
 DR0541'HIGHWAY 521 TO SACRAMENTO, TURN RIGHT (EAST) FOR 0.5 MILE TO
 DR0541'INTERSECTION STATE HIGHWAY 521 AND STATE HIGHWAY 24, TURN RIGHT
 DR0541'(EASTERLY FOR 1.5 MILE IN THE TOP OF A ROCK LEDGE CUT NORTH OF THE
 DR0541'ROAD IN A ROCK OUTCROP.  0.1 MILES WEST OF DRIVEWAY TO NEEL N. AKERS
 DR0541'HOUSE.  59 FT. NORTH OF CENTER LINE HIGHWAY AT THE TOP AND EDGE OF A
 DR0541'NEW HIGHWAY CUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1035 ***********************************************************************
 CX1035  DESIGNATION -  E 250
 CX1035  PID         -  CX1035
 CX1035  STATE/COUNTY-  NM/LUNA
 CX1035  USGS QUAD   -  DEMING WEST (1972)
 CX1035
 CX1035                         *CURRENT SURVEY CONTROL
 CX1035  ___________________________________________________________________
 CX1035* NAD 83(1986)-  32 20 08.     (N)    107 50 27.     (W)     SCALED    
 CX1035* NAVD 88     -      1364.910  (meters)    4478.04   (feet)  ADJUSTED  
 CX1035  ___________________________________________________________________
 CX1035  GEOID HEIGHT-         -24.49  (meters)                     GEOID03
 CX1035  DYNAMIC HT  -        1362.838 (meters)    4471.24  (feet)  COMP
 CX1035  MODELED GRAV-     979,073.0   (mgal)                       NAVD 88
 CX1035
 CX1035  VERT ORDER  -  FIRST     CLASS II
 CX1035
 CX1035.The horizontal coordinates were scaled from a topographic map and have
 CX1035.an estimated accuracy of +/- 6 seconds.
 CX1035
 CX1035.The orthometric height was determined by differential leveling
 CX1035.and adjusted by the National Geodetic Survey in June 1991..
 CX1035
 CX1035.The geoid height was determined by GEOID03.
 CX1035
 CX1035.The dynamic height is computed by dividing the NAVD 88
 CX1035.geopotential number by the normal gravity value computed on the
 CX1035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX1035.degrees latitude (g = 980.6199 gals.).
 CX1035
 CX1035.The modeled gravity was interpolated from observed gravity values.
 CX1035
 CX1035;                    North         East    Units  Estimated Accuracy
 CX1035;SPC NM W     -   148,080.      829,290.      MT  (+/- 180 meters Scaled)
 CX1035
 CX1035                          SUPERSEDED SURVEY CONTROL
 CX1035
 CX1035  NGVD 29 (??/??/92) 1364.186  (m)         4475.67   (f) ADJ UNCH    1 2
 CX1035
 CX1035.Superseded values are not recommended for survey control.
 CX1035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1035.See file dsdata.txt to determine how the superseded data were derived.
 CX1035
 CX1035_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBR326811(NAD 83)
 CX1035_MARKER: DB = BENCH MARK DISK
 CX1035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX1035_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CX1035_STAMPING: E 250 1952
 CX1035_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX1035+STABILITY: SURFACE MOTION
 CX1035
 CX1035  HISTORY     - Date     Condition        Report By
 CX1035  HISTORY     - 1952     MONUMENTED       CGS
 CX1035
 CX1035                          STATION DESCRIPTION
 CX1035
 CX1035'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CX1035'7.1 MI NW FROM DEMING.
 CX1035'7.1 MILE NORTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 CX1035'FROM THE STATION AT DEMING, 101 FEET NORTHEAST OF THE NORTHEAST RAIL,
 CX1035'55 FEET NORTHEAST OF THE 5TH POLE NORTHWEST OF MILEPOST 6, 7 FEET
 CX1035'SOUTHWEST OF A FENCE, 3 FEET SOUTHEAST OF A WITNESS POST, SET IN THE
 CX1035'TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0036 ***********************************************************************
 CY0036  DESIGNATION -  E 251
 CY0036  PID         -  CY0036
 CY0036  STATE/COUNTY-  NM/GRANT
 CY0036  USGS QUAD   -  SILVER CITY (1992)
 CY0036
 CY0036                         *CURRENT SURVEY CONTROL
 CY0036  ___________________________________________________________________
 CY0036* NAD 83(1986)-  32 45 52.     (N)    108 16 29.     (W)     SCALED    
 CY0036* NAVD 88     -      1786.461  (meters)    5861.08   (feet)  ADJUSTED  
 CY0036  ___________________________________________________________________
 CY0036  GEOID HEIGHT-         -23.82  (meters)                     GEOID03
 CY0036  DYNAMIC HT  -        1783.656 (meters)    5851.88  (feet)  COMP
 CY0036  MODELED GRAV-     979,004.2   (mgal)                       NAVD 88
 CY0036
 CY0036  VERT ORDER  -  FIRST     CLASS II
 CY0036
 CY0036.The horizontal coordinates were scaled from a topographic map and have
 CY0036.an estimated accuracy of +/- 6 seconds.
 CY0036
 CY0036.The orthometric height was determined by differential leveling
 CY0036.and adjusted by the National Geodetic Survey in June 1991..
 CY0036
 CY0036.The geoid height was determined by GEOID03.
 CY0036
 CY0036.The dynamic height is computed by dividing the NAVD 88
 CY0036.geopotential number by the normal gravity value computed on the
 CY0036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0036.degrees latitude (g = 980.6199 gals.).
 CY0036
 CY0036.The modeled gravity was interpolated from observed gravity values.
 CY0036
 CY0036;                    North         East    Units  Estimated Accuracy
 CY0036;SPC NM W     -   195,720.      788,650.      MT  (+/- 180 meters Scaled)
 CY0036
 CY0036                          SUPERSEDED SURVEY CONTROL
 CY0036
 CY0036  NGVD 29 (??/??/92) 1785.564  (m)         5858.14   (f) ADJ UNCH    1 2
 CY0036
 CY0036.Superseded values are not recommended for survey control.
 CY0036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0036.See file dsdata.txt to determine how the superseded data were derived.
 CY0036
 CY0036_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYB552284(NAD 83)
 CY0036_MARKER: DB = BENCH MARK DISK
 CY0036_SETTING: 66 = SET IN ROCK OUTCROP
 CY0036_SP_SET: WALL
 CY0036_STAMPING: E 251 1952
 CY0036_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CY0036+STABILITY: POSITION/ELEVATION WELL
 CY0036
 CY0036  HISTORY     - Date     Condition        Report By
 CY0036  HISTORY     - 1952     MONUMENTED       CGS
 CY0036  HISTORY     - 1980     MARK NOT FOUND   NGS
 CY0036
 CY0036                          STATION DESCRIPTION
 CY0036
 CY0036'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CY0036'0.1 MI SE FROM SILVER CITY.
 CY0036'0.1 MILE SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 CY0036'FROM THE STATION AT SILVER CITY, AT THE FOOT OF A ROCK CLIFF, 5 FEET
 CY0036'NORTHWEST OF THE SOUTHEAST END OF A RETAINING WALL, 19.5 FEET
 CY0036'SOUTHWEST OF THE SOUTHWEST RAIL OF THE MAIN TRACK, 3 FEET ABOVE THE
 CY0036'GROUND, SET VERTICALLY IN THE NORTHEAST SIDE OF A ROCK RETAINING WALL.
 CY0036
 CY0036                          STATION RECOVERY (1980)
 CY0036
 CY0036'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CY0036'NOTE=THE MARK HAS BEEN DESTROYED DUE TO ROAD CONSTRUCTION.
 CY0036'RETAINING WALL IS NO LONGER AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1112 ***********************************************************************
 CX1112  DESIGNATION -  E 252
 CX1112  PID         -  CX1112
 CX1112  STATE/COUNTY-  NM/LUNA
 CX1112  USGS QUAD   -  BOWLIN RANCH (1965)
 CX1112
 CX1112                         *CURRENT SURVEY CONTROL
 CX1112  ___________________________________________________________________
 CX1112* NAD 83(1986)-  32 13 31.     (N)    107 45 26.     (W)     SCALED    
 CX1112* NAVD 88     -      1313.412  (meters)    4309.09   (feet)  ADJUSTED  
 CX1112  ___________________________________________________________________
 CX1112  GEOID HEIGHT-         -24.61  (meters)                     GEOID03
 CX1112  DYNAMIC HT  -        1311.428 (meters)    4302.58  (feet)  COMP
 CX1112  MODELED GRAV-     979,082.7   (mgal)                       NAVD 88
 CX1112
 CX1112  VERT ORDER  -  SECOND    CLASS 0
 CX1112
 CX1112.This mark is at Deming Airport (DMN)
 CX1112
 CX1112.The horizontal coordinates were scaled from a topographic map and have
 CX1112.an estimated accuracy of +/- 6 seconds.
 CX1112
 CX1112.The orthometric height was determined by differential leveling
 CX1112.and adjusted by the National Geodetic Survey in June 1991..
 CX1112
 CX1112.The geoid height was determined by GEOID03.
 CX1112
 CX1112.The dynamic height is computed by dividing the NAVD 88
 CX1112.geopotential number by the normal gravity value computed on the
 CX1112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX1112.degrees latitude (g = 980.6199 gals.).
 CX1112
 CX1112.The modeled gravity was interpolated from observed gravity values.
 CX1112
 CX1112;                    North         East    Units  Estimated Accuracy
 CX1112;SPC NM W     -   135,850.      837,170.      MT  (+/- 180 meters Scaled)
 CX1112
 CX1112                          SUPERSEDED SURVEY CONTROL
 CX1112
 CX1112  NGVD 29 (??/??/92) 1312.730  (m)         4306.85   (f) ADJ UNCH    2 0
 CX1112
 CX1112.Superseded values are not recommended for survey control.
 CX1112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1112.See file dsdata.txt to determine how the superseded data were derived.
 CX1112
 CX1112_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBR401687(NAD 83)
 CX1112_MARKER: DB = BENCH MARK DISK
 CX1112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX1112_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CX1112_STAMPING: E 252 1952
 CX1112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX1112+STABILITY: SURFACE MOTION
 CX1112
 CX1112  HISTORY     - Date     Condition        Report By
 CX1112  HISTORY     - 1952     MONUMENTED       CGS
 CX1112
 CX1112                          STATION DESCRIPTION
 CX1112
 CX1112'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CX1112'3.4 MI S FROM DEMING.
 CX1112'3.0 MILES SOUTH ALONG STATE HIGHWAY 11 FROM ITS JUNCTION WITH U.S.
 CX1112'HIGHWAYS 70 AND 80 AT DEMING, THENCE 0.4 MILE WEST ALONG A DIRT ROAD,
 CX1112'AT THE COOPER AIRPORT, 57 FEET NORTHEAST OF THE SOUTHWEST CORNER OF
 CX1112'THE HANGAR, 40.6 FEET NORTH OF THE NORTHWEST CORNER OF A HOUSE, 10.5
 CX1112'FEET WEST OF A FENCE CORNER, 0.6 FOOT EAST OF THE NORTHEAST CORNER OF
 CX1112'THE CONCRETE APRON IN FRONT OF THE HANGAR,
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0095 ***********************************************************************
 DR0095  DESIGNATION -  E 254
 DR0095  PID         -  DR0095
 DR0095  STATE/COUNTY-  NM/CHAVES
 DR0095  USGS QUAD   -  SOUTH SPRING (1975)
 DR0095
 DR0095                         *CURRENT SURVEY CONTROL
 DR0095  ___________________________________________________________________
 DR0095* NAD 83(1986)-  33 18 38.     (N)    104 27 19.     (W)     SCALED    
 DR0095* NAVD 88     -      1089.589  (meters)    3574.76   (feet)  ADJUSTED  
 DR0095  ___________________________________________________________________
 DR0095  GEOID HEIGHT-         -23.21  (meters)                     GEOID03
 DR0095  DYNAMIC HT  -        1088.101 (meters)    3569.88  (feet)  COMP
 DR0095  MODELED GRAV-     979,234.6   (mgal)                       NAVD 88
 DR0095
 DR0095  VERT ORDER  -  FIRST     CLASS II
 DR0095
 DR0095.The horizontal coordinates were scaled from a topographic map and have
 DR0095.an estimated accuracy of +/- 6 seconds.
 DR0095
 DR0095.The orthometric height was determined by differential leveling
 DR0095.and adjusted by the National Geodetic Survey in June 1991..
 DR0095
 DR0095.The geoid height was determined by GEOID03.
 DR0095
 DR0095.The dynamic height is computed by dividing the NAVD 88
 DR0095.geopotential number by the normal gravity value computed on the
 DR0095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0095.degrees latitude (g = 980.6199 gals.).
 DR0095
 DR0095.The modeled gravity was interpolated from observed gravity values.
 DR0095
 DR0095;                    North         East    Units  Estimated Accuracy
 DR0095;SPC NM E     -   256,200.      153,650.      MT  (+/- 180 meters Scaled)
 DR0095
 DR0095                          SUPERSEDED SURVEY CONTROL
 DR0095
 DR0095.No superseded survey control is available for this station.
 DR0095
 DR0095_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES507858(NAD 83)
 DR0095_MARKER: DB = BENCH MARK DISK
 DR0095_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR0095_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DR0095_STAMPING: E 254 1957
 DR0095_MARK LOGO: CGS   
 DR0095_PROJECTION: PROJECTING 10 CENTIMETERS
 DR0095_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR0095+STABILITY: SURFACE MOTION
 DR0095
 DR0095  HISTORY     - Date     Condition        Report By
 DR0095  HISTORY     - 1957     MONUMENTED       CGS
 DR0095  HISTORY     - 1982     GOOD             NGS
 DR0095
 DR0095                          STATION DESCRIPTION
 DR0095
 DR0095'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 DR0095'7.2 MI SE FROM ROSWELL.
 DR0095'ABOUT 7.2 MILES SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 DR0095'RAILWAY FROM THE STATION AT ROSWELL, ABOUT 9.3 MILES NORTHWEST OF THE
 DR0095'STATION AT DEXTER, 40 FEET SOUTHWEST OF MILEPOST 115, 49 FEET
 DR0095'SOUTHWEST OF THE SOUTHWEST RAIL, 24 FEET SOUTH OF A TELEPHONE POLE, 2
 DR0095'1/2 FEET NORTHEAST OF A FENCE, 2 FEET NORTHWEST OF A WHITE WOODEN
 DR0095'WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACK, AND IN THE
 DR0095'TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 DR0095
 DR0095                          STATION RECOVERY (1982)
 DR0095
 DR0095'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 DR0095'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  11.6 KM (7.2
 DR0095'MI) SOUTHERLY ALONG THE SANTA FE RAILROAD FROM THE RAILROAD STATION IN
 DR0095'ROSWELL, 0.6 KM (0.35 MI) NORTH OF THE JUNCTION OF STATE HIGHWAY 225,
 DR0095'0.1 KM (0.05 MI) SOUTH OF HIGHWAY MILEPOST 33, 14.9 METERS (48.9 FT)
 DR0095'SOUTHWEST OF THE NEAR RAIL, 12.2 METERS (40.0 FT) SOUTHWEST OF
 DR0095'MILEPOST 115 AND 7.3 METERS (24.0 FT) SOUTH OF A UTILITY POLE.
 DR0095'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 DR0095'THE MARK IS 0.3 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0009 ***********************************************************************
 CW0009  DESIGNATION -  E 255
 CW0009  PID         -  CW0009
 CW0009  STATE/COUNTY-  NM/EDDY
 CW0009  USGS QUAD   -  ESPUELA (1975)
 CW0009
 CW0009                         *CURRENT SURVEY CONTROL
 CW0009  ___________________________________________________________________
 CW0009* NAD 83(1986)-  32 55 39.     (N)    104 23 17.     (W)     SCALED    
 CW0009* NAVD 88     -      1020.981  (meters)    3349.67   (feet)  ADJUSTED  
 CW0009  ___________________________________________________________________
 CW0009  GEOID HEIGHT-         -23.11  (meters)                     GEOID03
 CW0009  DYNAMIC HT  -        1019.577 (meters)    3345.06  (feet)  COMP
 CW0009  MODELED GRAV-     979,228.3   (mgal)                       NAVD 88
 CW0009
 CW0009  VERT ORDER  -  FIRST     CLASS II
 CW0009
 CW0009.The horizontal coordinates were scaled from a topographic map and have
 CW0009.an estimated accuracy of +/- 6 seconds.
 CW0009
 CW0009.The orthometric height was determined by differential leveling
 CW0009.and adjusted by the National Geodetic Survey in June 1991..
 CW0009
 CW0009.The geoid height was determined by GEOID03.
 CW0009
 CW0009.The dynamic height is computed by dividing the NAVD 88
 CW0009.geopotential number by the normal gravity value computed on the
 CW0009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0009.degrees latitude (g = 980.6199 gals.).
 CW0009
 CW0009.The modeled gravity was interpolated from observed gravity values.
 CW0009
 CW0009;                    North         East    Units  Estimated Accuracy
 CW0009;SPC NM E     -   213,720.      159,880.      MT  (+/- 180 meters Scaled)
 CW0009
 CW0009                          SUPERSEDED SURVEY CONTROL
 CW0009
 CW0009.No superseded survey control is available for this station.
 CW0009
 CW0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES572434(NAD 83)
 CW0009_MARKER: DB = BENCH MARK DISK
 CW0009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CW0009_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CW0009_STAMPING: E 255 1957
 CW0009_MARK LOGO: CGS   
 CW0009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CW0009+STABILITY: SURFACE MOTION
 CW0009
 CW0009  HISTORY     - Date     Condition        Report By
 CW0009  HISTORY     - 1957     MONUMENTED       CGS
 CW0009  HISTORY     - 1982     GOOD             NGS
 CW0009
 CW0009                          STATION DESCRIPTION
 CW0009
 CW0009'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 CW0009'4.9 MI S FROM LAKE ARTHUR.
 CW0009'ABOUT 4.9 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 CW0009'FROM THE STATION AT LAKE ARTHUR, ABOUT 5.9 MILES NORTH OF THE STATION
 CW0009'AT ARTESIA, 143 FEET SOUTH-SOUTHWEST OF MILEPOST 144, 57 FEET WEST OF
 CW0009'THE WEST RAIL OF THE MAIN TRACK, 80 FEET EAST OF THE CENTER LINE OF U.
 CW0009'S. HIGHWAY 285, 6 FEET SOUTHEAST OF A TELEPHONE POLE, 3 FEET NORTH OF
 CW0009'A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE TRACK, AND IN THE
 CW0009'TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 CW0009
 CW0009                          STATION RECOVERY (1982)
 CW0009
 CW0009'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CW0009'RECOVERED IN GOOD CONDITION.  THE 1957 DESCRIPTION IS ADEQUATE EXCEPT
 CW0009'ADD 0.5 KM (0.3 MI) NORTH OF HIGHWAY MILEPOST 3 AND 0.3 KM (0.2
 CW0009'MI) SOUTH OF THE JUNCTION OF STATE HIGHWAY 350.
 CW0009'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0075 ***********************************************************************
 CW0075  DESIGNATION -  E 256
 CW0075  PID         -  CW0075
 CW0075  STATE/COUNTY-  NM/EDDY
 CW0075  USGS QUAD   -  LAKE MC MILLAN SOUTH (1955)
 CW0075
 CW0075                         *CURRENT SURVEY CONTROL
 CW0075  ___________________________________________________________________
 CW0075* NAD 83(1986)-  32 31 54.     (N)    104 16 34.     (W)     SCALED    
 CW0075* NAVD 88     -       973.538  (meters)    3194.02   (feet)  POSTED    
 CW0075  ___________________________________________________________________
 CW0075  GEOID HEIGHT-         -23.82  (meters)                     GEOID03
 CW0075  DYNAMIC HT  -         972.160 (meters)    3189.49  (feet)  COMP
 CW0075  MODELED GRAV-     979,195.9   (mgal)                       NAVD 88
 CW0075
 CW0075  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 CW0075
 CW0075.The horizontal coordinates were scaled from a topographic map and have
 CW0075.an estimated accuracy of +/- 6 seconds.
 CW0075
 CW0075.The orthometric height was determined by differential leveling
 CW0075.and adjusted by the National Geodetic Survey in 1992..
 CW0075.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 CW0075.rate of 0.0 thru 1.0 mm/km.
 CW0075
 CW0075.The geoid height was determined by GEOID03.
 CW0075
 CW0075.The dynamic height is computed by dividing the NAVD 88
 CW0075.geopotential number by the normal gravity value computed on the
 CW0075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0075.degrees latitude (g = 980.6199 gals.).
 CW0075
 CW0075.The modeled gravity was interpolated from observed gravity values.
 CW0075
 CW0075;                    North         East    Units  Estimated Accuracy
 CW0075;SPC NM E     -   169,820.      170,380.      MT  (+/- 180 meters Scaled)
 CW0075
 CW0075                          SUPERSEDED SURVEY CONTROL
 CW0075
 CW0075  NGVD 29 (??/??/92)  973.064  (m)         3192.46   (f) ADJ UNCH    1 2
 CW0075
 CW0075.Superseded values are not recommended for survey control.
 CW0075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0075.See file dsdata.txt to determine how the superseded data were derived.
 CW0075
 CW0075_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SER679996(NAD 83)
 CW0075_MARKER: DB = BENCH MARK DISK
 CW0075_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CW0075_SP_SET: CULVERT
 CW0075_STAMPING: E 256 1957
 CW0075_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CW0075
 CW0075  HISTORY     - Date     Condition        Report By
 CW0075  HISTORY     - 1957     MONUMENTED       CGS
 CW0075
 CW0075                          STATION DESCRIPTION
 CW0075
 CW0075'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 CW0075'8.9 MI NW FROM CARLSBAD.
 CW0075'ABOUT 8.9 MILES NORTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 CW0075'RAILWAY FROM THE STATION AT CARLSBAD, 3 1/2 POLES SOUTHEAST OF
 CW0075'MILEPOST 174, IN THE TOP OF THE NORTHWEST END OF THE NORTHEAST
 CW0075'CONCRETE HEAD WALL OF A 4X4-FOOT CULVERT, 11 FEET NORTHEAST OF THE
 CW0075'NORTHEAST RAIL, AND ABOUT 4 FEET BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0126 ***********************************************************************
 CW0126  DESIGNATION -  E 257
 CW0126  PID         -  CW0126
 CW0126  STATE/COUNTY-  NM/EDDY
 CW0126  USGS QUAD   -  CARLSBAD EAST (1985)
 CW0126
 CW0126                         *CURRENT SURVEY CONTROL
 CW0126  ___________________________________________________________________
 CW0126* NAD 83(1986)-  32 28 36.     (N)    104 13 50.     (W)     SCALED    
 CW0126* NAVD 88     -       975.669  (meters)    3201.01   (feet)  POSTED    
 CW0126  ___________________________________________________________________
 CW0126  GEOID HEIGHT-         -24.06  (meters)                     GEOID03
 CW0126  DYNAMIC HT  -         974.290 (meters)    3196.48  (feet)  COMP
 CW0126  MODELED GRAV-     979,189.2   (mgal)                       NAVD 88
 CW0126
 CW0126  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 CW0126
 CW0126.The horizontal coordinates were scaled from a topographic map and have
 CW0126.an estimated accuracy of +/- 6 seconds.
 CW0126
 CW0126.The orthometric height was determined by differential leveling
 CW0126.and adjusted by the National Geodetic Survey in 1992..
 CW0126.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 CW0126.rate of 0.0 thru 1.0 mm/km.
 CW0126
 CW0126.The geoid height was determined by GEOID03.
 CW0126
 CW0126.The dynamic height is computed by dividing the NAVD 88
 CW0126.geopotential number by the normal gravity value computed on the
 CW0126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0126.degrees latitude (g = 980.6199 gals.).
 CW0126
 CW0126.The modeled gravity was interpolated from observed gravity values.
 CW0126
 CW0126;                    North         East    Units  Estimated Accuracy
 CW0126;SPC NM E     -   163,730.      174,660.      MT  (+/- 180 meters Scaled)
 CW0126
 CW0126                          SUPERSEDED SURVEY CONTROL
 CW0126
 CW0126  NGVD 29 (??/??/92)  975.191  (m)         3199.44   (f) ADJ UNCH    1 1
 CW0126
 CW0126.Superseded values are not recommended for survey control.
 CW0126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0126.See file dsdata.txt to determine how the superseded data were derived.
 CW0126
 CW0126_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SER723935(NAD 83)
 CW0126_MARKER: DB = BENCH MARK DISK
 CW0126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CW0126_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CW0126_STAMPING: E 257 1957
 CW0126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CW0126+STABILITY: SURFACE MOTION
 CW0126
 CW0126  HISTORY     - Date     Condition        Report By
 CW0126  HISTORY     - 1957     MONUMENTED       CGS
 CW0126  HISTORY     - 1977     GOOD             NGS
 CW0126
 CW0126                          STATION DESCRIPTION
 CW0126
 CW0126'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 CW0126'4.0 MI N FROM CARLSBAD.
 CW0126'ABOUT 4.0 MILES NORTH ALONG THE ATCHISON, TOPEKA, AND SANTA FE RAILWAY
 CW0126'FROM THE STATION AT CARLSBAD, 57 FEET SOUTHWEST OF MILEPOST 179, 45
 CW0126'1/2 FEET WEST OF THE WEST RAIL, 52 FEET EAST OF A FENCE, 5 FEET WEST
 CW0126'OF A TELEPHONE POLE, 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST,
 CW0126'ABOUT 4 FEET BELOW THE LEVEL OF THE TRACK, AND IN THE TOP OF A
 CW0126'CONCRETE POST PROJECTING 5 INCHES.
 CW0126
 CW0126                          STATION RECOVERY (1977)
 CW0126
 CW0126'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CW0126'4.0 MILES NORTH ALONG THE ATCHESON, TOPEKA AND SANTA FE RAILWAY
 CW0126'FROM THE STATION, 0.25 MILE SOUTH OF THE CROSSING OF STATE HIGHWAY
 CW0126'239, 57 FT. SOUTHWEST OF MILEPOST 179, 45.0 FT. WEST OF THE WEST
 CW0126'RAIL, 51.9 FT. EAST OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0191 ***********************************************************************
 CW0191  DESIGNATION -  E 258
 CW0191  PID         -  CW0191
 CW0191  STATE/COUNTY-  NM/EDDY
 CW0191  USGS QUAD   -  RED BLUFF (1985)
 CW0191
 CW0191                         *CURRENT SURVEY CONTROL
 CW0191  ___________________________________________________________________
 CW0191* NAD 83(1986)-  32 01 03.     (N)    104 00 04.     (W)     SCALED    
 CW0191* NAVD 88     -       879.455  (meters)    2885.35   (feet)  ADJUSTED  
 CW0191  ___________________________________________________________________
 CW0191  GEOID HEIGHT-         -25.61  (meters)                     GEOID03
 CW0191  DYNAMIC HT  -         878.167 (meters)    2881.12  (feet)  COMP
 CW0191  MODELED GRAV-     979,145.5   (mgal)                       NAVD 88
 CW0191
 CW0191  VERT ORDER  -  FIRST     CLASS II
 CW0191
 CW0191.The horizontal coordinates were scaled from a topographic map and have
 CW0191.an estimated accuracy of +/- 6 seconds.
 CW0191
 CW0191.The orthometric height was determined by differential leveling
 CW0191.and adjusted by the National Geodetic Survey in June 1991..
 CW0191
 CW0191.The geoid height was determined by GEOID03.
 CW0191
 CW0191.The dynamic height is computed by dividing the NAVD 88
 CW0191.geopotential number by the normal gravity value computed on the
 CW0191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0191.degrees latitude (g = 980.6199 gals.).
 CW0191
 CW0191.The modeled gravity was interpolated from observed gravity values.
 CW0191
 CW0191;                    North         East    Units  Estimated Accuracy
 CW0191;SPC NM E     -   112,860.      196,380.      MT  (+/- 180 meters Scaled)
 CW0191
 CW0191                          SUPERSEDED SURVEY CONTROL
 CW0191
 CW0191  NGVD 29 (??/??/92)  878.992  (m)         2883.83   (f) ADJ UNCH    1 2
 CW0191
 CW0191.Superseded values are not recommended for survey control.
 CW0191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0191.See file dsdata.txt to determine how the superseded data were derived.
 CW0191
 CW0191_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SER943428(NAD 83)
 CW0191_MARKER: DB = BENCH MARK DISK
 CW0191_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CW0191_SP_SET: 11 FT
 CW0191_STAMPING: E 258 1957
 CW0191_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CW0191
 CW0191  HISTORY     - Date     Condition        Report By
 CW0191  HISTORY     - 1957     MONUMENTED       CGS
 CW0191
 CW0191                          STATION DESCRIPTION
 CW0191
 CW0191'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 CW0191'16.25 MI S FROM MALAGA.
 CW0191'ABOUT 16.25 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE
 CW0191'RAILWAY FROM THE STATION AT MALAGA, 119 FEET EAST OF AND ACROSS THE
 CW0191'TRACK FROM MILEPOST 216, 69 FEET EAST OF THE EAST RAIL, 72 FEET WEST
 CW0191'OF THE CENTER LINE OF A TRACK ROAD, 3 FEET SOUTH OF A WHITE WOODEN
 CW0191'WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE TRACK, AND ON THE
 CW0191'TOP OF A 5/8-INCH COPPER COATED ROD WHICH IS DRIVEN TO A DEPTH OF 11
 CW0191'FEET AND IS ENCASED IN A 6-INCH TILE PROJECTING 1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0148 ***********************************************************************
 CW0148  DESIGNATION -  E 259
 CW0148  PID         -  CW0148
 CW0148  STATE/COUNTY-  NM/EDDY
 CW0148  USGS QUAD   -  OTIS (1985)
 CW0148
 CW0148                         *CURRENT SURVEY CONTROL
 CW0148  ___________________________________________________________________
 CW0148* NAD 83(1986)-  32 21 40.     (N)    104 10 55.     (W)     SCALED    
 CW0148* NAVD 88     -       950.415  (meters)    3118.15   (feet)  ADJUSTED  
 CW0148  ___________________________________________________________________
 CW0148  GEOID HEIGHT-         -24.53  (meters)                     GEOID03
 CW0148  DYNAMIC HT  -         949.054 (meters)    3113.69  (feet)  COMP
 CW0148  MODELED GRAV-     979,175.0   (mgal)                       NAVD 88
 CW0148
 CW0148  VERT ORDER  -  FIRST     CLASS I
 CW0148
 CW0148.The horizontal coordinates were scaled from a topographic map and have
 CW0148.an estimated accuracy of +/- 6 seconds.
 CW0148
 CW0148.The orthometric height was determined by differential leveling
 CW0148.and adjusted by the National Geodetic Survey in June 1991..
 CW0148
 CW0148.The geoid height was determined by GEOID03.
 CW0148
 CW0148.The dynamic height is computed by dividing the NAVD 88
 CW0148.geopotential number by the normal gravity value computed on the
 CW0148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0148.degrees latitude (g = 980.6199 gals.).
 CW0148
 CW0148.The modeled gravity was interpolated from observed gravity values.
 CW0148
 CW0148;                    North         East    Units  Estimated Accuracy
 CW0148;SPC NM E     -   150,920.      179,250.      MT  (+/- 180 meters Scaled)
 CW0148
 CW0148                          SUPERSEDED SURVEY CONTROL
 CW0148
 CW0148  NGVD 29 (??/??/92)  949.926  (m)         3116.55   (f) ADJ UNCH    1 1
 CW0148
 CW0148.Superseded values are not recommended for survey control.
 CW0148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0148.See file dsdata.txt to determine how the superseded data were derived.
 CW0148
 CW0148_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SER769807(NAD 83)
 CW0148_MARKER: DB = BENCH MARK DISK
 CW0148_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CW0148_SP_SET: CULVERT
 CW0148_STAMPING: E 259 1957
 CW0148_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CW0148
 CW0148  HISTORY     - Date     Condition        Report By
 CW0148  HISTORY     - 1957     MONUMENTED       CGS
 CW0148  HISTORY     - 1977     GOOD             NGS
 CW0148  HISTORY     - 1981     GOOD             NGS
 CW0148
 CW0148                          STATION DESCRIPTION
 CW0148
 CW0148'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 CW0148'5.0 MI SE FROM CARLSBAD.
 CW0148'ABOUT 5.0 MILES SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 CW0148'RAILWAY FROM THE STATION AT CARLSBAD, 106 FEET WEST OF MILEPOST 188,
 CW0148'IN THE TOP AND CENTER OF THE NORTHEAST CONCRETE HEAD WALL OF U. S.
 CW0148'HIGHWAY 285 CULVERT, 65 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 18 FEET
 CW0148'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 93 FEET WEST OF THE
 CW0148'CENTER OF A ROAD CROSSING, AND ABOUT LEVEL WITH THE TRACK.
 CW0148
 CW0148                          STATION RECOVERY (1977)
 CW0148
 CW0148'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CW0148'RECOVERED IN GOOD CONDITION.
 CW0148
 CW0148                          STATION RECOVERY (1981)
 CW0148
 CW0148'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CW0148'4.8 KM (3.0 MI) SOUTHEAST ALONG U.S. HIGHWAY 285 FROM ITS SOUTH
 CW0148'JUNCTION WITH U.S. HIGHWAYS 62 AND 180, IN CARLSBAD, AT A DIRT ROAD
 CW0148'LEADING NORTHEAST ACROSS THE ATCHISON, TOPEKA AND SANTA FE RAILROAD,
 CW0148'IN THE TOP CENTER OF THE NORTHEAST HEADWALL OF A CONCRETE CULVERT
 CW0148'OF AN IRRIGATION CANAL UNDER THE HIGHWAY, 32.3 METERS (106.0 FT)
 CW0148'WEST OF RAILROAD MILE POST 188, AND 5.5 METERS (18.0 FT) NORTHEAST OF
 CW0148'THE CENTERLINE OF THE NORTH BOUND LANES OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0644 ***********************************************************************
 DR0644  DESIGNATION -  E 26
 DR0644  PID         -  DR0644
 DR0644  STATE/COUNTY-  NM/OTERO
 DR0644  USGS QUAD   -  RUIDOSO (1982)
 DR0644
 DR0644                         *CURRENT SURVEY CONTROL
 DR0644  ___________________________________________________________________
 DR0644* NAD 83(1986)-  33 17 06.     (N)    105 40 33.     (W)     SCALED    
 DR0644* NAVD 88     -      2114.530  (meters)    6937.42   (feet)  ADJUSTED  
 DR0644  ___________________________________________________________________
 DR0644  GEOID HEIGHT-         -19.68  (meters)                     GEOID03
 DR0644  DYNAMIC HT  -        2111.226 (meters)    6926.58  (feet)  COMP
 DR0644  MODELED GRAV-     978,998.2   (mgal)                       NAVD 88
 DR0644
 DR0644  VERT ORDER  -  FIRST     CLASS II
 DR0644
 DR0644.The horizontal coordinates were scaled from a topographic map and have
 DR0644.an estimated accuracy of +/- 6 seconds.
 DR0644
 DR0644.The orthometric height was determined by differential leveling
 DR0644.and adjusted by the National Geodetic Survey in June 1991..
 DR0644
 DR0644.The geoid height was determined by GEOID03.
 DR0644
 DR0644.The dynamic height is computed by dividing the NAVD 88
 DR0644.geopotential number by the normal gravity value computed on the
 DR0644.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0644.degrees latitude (g = 980.6199 gals.).
 DR0644
 DR0644.The modeled gravity was interpolated from observed gravity values.
 DR0644
 DR0644;                    North         East    Units  Estimated Accuracy
 DR0644;SPC NM C     -   253,500.      553,480.      MT  (+/- 180 meters Scaled)
 DR0644
 DR0644                          SUPERSEDED SURVEY CONTROL
 DR0644
 DR0644  NGVD 29 (??/??/92) 2113.722  (m)         6934.77   (f) ADJ UNCH    1 2
 DR0644
 DR0644.Superseded values are not recommended for survey control.
 DR0644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0644.See file dsdata.txt to determine how the superseded data were derived.
 DR0644
 DR0644_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDS370830(NAD 83)
 DR0644_MARKER: DB = BENCH MARK DISK
 DR0644_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DR0644_SP_SET: ABUTMENT
 DR0644_STAMPING: 6934.770 E 26 1933
 DR0644_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR0644
 DR0644  HISTORY     - Date     Condition        Report By
 DR0644  HISTORY     - 1933     MONUMENTED       CGS
 DR0644  HISTORY     - 1934     GOOD             NGS
 DR0644  HISTORY     - 1963     MARK NOT FOUND   USGS
 DR0644
 DR0644                          STATION DESCRIPTION
 DR0644
 DR0644'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DR0644'12.6 MI NE FROM MESCALERO.
 DR0644'12.6 MILES NORTHEAST ALONG U.S. HIGHWAY 70 FROM MESCALERO, OTERO
 DR0644'COUNTY, 2.2 MILES SOUTHWEST OF THE LINCOLN-OTERO COUNTY LINE, AT A
 DR0644'16-FOOT BRIDGE WITH WOODEN HANDRAILS, AND IN THE TOP OF THE NORTH END
 DR0644'OF THE WEST CONCRETE ABUTMENT.  A STANDARD DISK, STAMPED 6934.770 E 26
 DR0644'1933.
 DR0644
 DR0644                          STATION RECOVERY (1963)
 DR0644
 DR0644'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 DR0644'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0603 ***********************************************************************
 DS0603  DESIGNATION -  E 260
 DS0603  PID         -  DS0603
 DS0603  STATE/COUNTY-  NM/SOCORRO
 DS0603  USGS QUAD   -  SAN MARCIAL (1982)
 DS0603
 DS0603                         *CURRENT SURVEY CONTROL
 DS0603  ___________________________________________________________________
 DS0603* NAD 83(1986)-  33 37 40.     (N)    106 58 34.     (W)     SCALED    
 DS0603* NAVD 88     -      1383.813  (meters)    4540.06   (feet)  ADJUSTED  
 DS0603  ___________________________________________________________________
 DS0603  GEOID HEIGHT-         -22.77  (meters)                     GEOID03
 DS0603  DYNAMIC HT  -        1381.836 (meters)    4533.57  (feet)  COMP
 DS0603  MODELED GRAV-     979,160.8   (mgal)                       NAVD 88
 DS0603
 DS0603  VERT ORDER  -  FIRST     CLASS II
 DS0603
 DS0603.The horizontal coordinates were scaled from a topographic map and have
 DS0603.an estimated accuracy of +/- 6 seconds.
 DS0603
 DS0603.The orthometric height was determined by differential leveling
 DS0603.and adjusted by the National Geodetic Survey in June 1991..
 DS0603
 DS0603.The geoid height was determined by GEOID03.
 DS0603
 DS0603.The dynamic height is computed by dividing the NAVD 88
 DS0603.geopotential number by the normal gravity value computed on the
 DS0603.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0603.degrees latitude (g = 980.6199 gals.).
 DS0603
 DS0603.The modeled gravity was interpolated from observed gravity values.
 DS0603
 DS0603;                    North         East    Units  Estimated Accuracy
 DS0603;SPC NM C     -   291,610.      432,630.      MT  (+/- 180 meters Scaled)
 DS0603
 DS0603                          SUPERSEDED SURVEY CONTROL
 DS0603
 DS0603  NGVD 29 (??/??/92) 1383.140  (m)         4537.85   (f) ADJ UNCH    1 2
 DS0603
 DS0603.Superseded values are not recommended for survey control.
 DS0603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0603.See file dsdata.txt to determine how the superseded data were derived.
 DS0603
 DS0603_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT167226(NAD 83)
 DS0603_MARKER: DB = BENCH MARK DISK
 DS0603_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0603_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0603_STAMPING: E 260 1952
 DS0603_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0603+STABILITY: SURFACE MOTION
 DS0603
 DS0603  HISTORY     - Date     Condition        Report By
 DS0603  HISTORY     - 1952     MONUMENTED       CGS
 DS0603
 DS0603                          STATION DESCRIPTION
 DS0603
 DS0603'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DS0603'21.7 MI S FROM SAN ANTONIO.
 DS0603'21.7 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD FROM
 DS0603'THE STATION AT SAN ANTONIO, 0.55 MILE SOUTH OF MILEPOST 1010, 49 FEET
 DS0603'NORTHEAST OF THE NORTHEAST RAIL, 9 FEET SOUTHWEST OF THE CENTER LINE
 DS0603'OF A SANDY TRACK ROAD, 1 FOOT NORTHEAST OF A FENCE, 3 FEET NORTHWEST
 DS0603'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 DS0603'1.0 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0607 ***********************************************************************
 DS0607  DESIGNATION -  E 261
 DS0607  PID         -  DS0607
 DS0607  STATE/COUNTY-  NM/SOCORRO
 DS0607  USGS QUAD   -  POPE (1981)
 DS0607
 DS0607                         *CURRENT SURVEY CONTROL
 DS0607  ___________________________________________________________________
 DS0607* NAD 83(1986)-  33 35 33.     (N)    106 58 23.     (W)     SCALED    
 DS0607* NAVD 88     -      1403.857  (meters)    4605.82   (feet)  ADJUSTED  
 DS0607  ___________________________________________________________________
 DS0607  GEOID HEIGHT-         -22.79  (meters)                     GEOID03
 DS0607  DYNAMIC HT  -        1401.852 (meters)    4599.24  (feet)  COMP
 DS0607  MODELED GRAV-     979,159.9   (mgal)                       NAVD 88
 DS0607
 DS0607  VERT ORDER  -  FIRST     CLASS II
 DS0607
 DS0607.The horizontal coordinates were scaled from a topographic map and have
 DS0607.an estimated accuracy of +/- 6 seconds.
 DS0607
 DS0607.The orthometric height was determined by differential leveling
 DS0607.and adjusted by the National Geodetic Survey in June 1991..
 DS0607
 DS0607.The geoid height was determined by GEOID03.
 DS0607
 DS0607.The dynamic height is computed by dividing the NAVD 88
 DS0607.geopotential number by the normal gravity value computed on the
 DS0607.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0607.degrees latitude (g = 980.6199 gals.).
 DS0607
 DS0607.The modeled gravity was interpolated from observed gravity values.
 DS0607
 DS0607;                    North         East    Units  Estimated Accuracy
 DS0607;SPC NM C     -   287,690.      432,890.      MT  (+/- 180 meters Scaled)
 DS0607
 DS0607                          SUPERSEDED SURVEY CONTROL
 DS0607
 DS0607  NGVD 29 (??/??/92) 1403.188  (m)         4603.63   (f) ADJ UNCH    1 2
 DS0607
 DS0607.Superseded values are not recommended for survey control.
 DS0607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0607.See file dsdata.txt to determine how the superseded data were derived.
 DS0607
 DS0607_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT169187(NAD 83)
 DS0607_MARKER: DB = BENCH MARK DISK
 DS0607_SETTING: 66 = SET IN ROCK OUTCROP
 DS0607_SP_SET: LAVA OUTCROP
 DS0607_STAMPING: E 261 1952
 DS0607_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DS0607+STABILITY: POSITION/ELEVATION WELL
 DS0607
 DS0607  HISTORY     - Date     Condition        Report By
 DS0607  HISTORY     - 1952     MONUMENTED       CGS
 DS0607
 DS0607                          STATION DESCRIPTION
 DS0607
 DS0607'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DS0607'30.2 MI N FROM ENGLE.
 DS0607'30.2 MILES NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD FROM
 DS0607'THE STATION AT ENGLE, 0.8 MILE SOUTH OF THE STATION SIGN AT POPE, 0.8
 DS0607'MILE SOUTH OF BENCH MARK 113 (U.S.G.S.), 119 FEET SOUTHEAST OF
 DS0607'MILEPOST 1013, 0.1 MILE WEST OF A TRACK ROAD, 53 FEET EAST OF THE EAST
 DS0607'RAIL, 5.6 FEET EAST OF A FENCE, 6 FEET SOUTHEAST OF A WITNESS POST,
 DS0607'SET IN THE TOP OF A LAVA OUTCROP, 3 FEET ABOVE THE TOP OF THE RAILS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0837 ***********************************************************************
 CX0837  DESIGNATION -  E 262
 CX0837  PID         -  CX0837
 CX0837  STATE/COUNTY-  NM/DONA ANA
 CX0837  USGS QUAD   -  RINCON (1978)
 CX0837
 CX0837                         *CURRENT SURVEY CONTROL
 CX0837  ___________________________________________________________________
 CX0837* NAD 83(1986)-  32 41 57.     (N)    107 02 13.     (W)     SCALED    
 CX0837* NAVD 88     -      1280.584  (meters)    4201.38   (feet)  ADJUSTED  
 CX0837  ___________________________________________________________________
 CX0837  GEOID HEIGHT-         -23.76  (meters)                     GEOID03
 CX0837  DYNAMIC HT  -        1278.665 (meters)    4195.09  (feet)  COMP
 CX0837  MODELED GRAV-     979,096.3   (mgal)                       NAVD 88
 CX0837
 CX0837  VERT ORDER  -  FIRST     CLASS II
 CX0837
 CX0837.The horizontal coordinates were scaled from a topographic map and have
 CX0837.an estimated accuracy of +/- 6 seconds.
 CX0837
 CX0837.The orthometric height was determined by differential leveling
 CX0837.and adjusted by the National Geodetic Survey in June 1991..
 CX0837
 CX0837.The geoid height was determined by GEOID03.
 CX0837
 CX0837.The dynamic height is computed by dividing the NAVD 88
 CX0837.geopotential number by the normal gravity value computed on the
 CX0837.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0837.degrees latitude (g = 980.6199 gals.).
 CX0837
 CX0837.The modeled gravity was interpolated from observed gravity values.
 CX0837
 CX0837;                    North         East    Units  Estimated Accuracy
 CX0837;SPC NM C     -   188,670.      426,220.      MT  (+/- 180 meters Scaled)
 CX0837
 CX0837                          SUPERSEDED SURVEY CONTROL
 CX0837
 CX0837  NGVD 29 (??/??/92) 1279.966  (m)         4199.36   (f) ADJ UNCH    1 2
 CX0837
 CX0837.Superseded values are not recommended for survey control.
 CX0837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0837.See file dsdata.txt to determine how the superseded data were derived.
 CX0837
 CX0837_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS090197(NAD 83)
 CX0837_MARKER: DB = BENCH MARK DISK
 CX0837_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX0837_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CX0837_STAMPING: E 262 1952
 CX0837_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX0837+STABILITY: SURFACE MOTION
 CX0837
 CX0837  HISTORY     - Date     Condition        Report By
 CX0837  HISTORY     - 1952     MONUMENTED       CGS
 CX0837
 CX0837                          STATION DESCRIPTION
 CX0837
 CX0837'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CX0837'2.55 MI N FROM RINCON.
 CX0837'2.55 MILES NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 CX0837'FROM THE STATION AT RINCON, 178 FEET NORTHEAST OF MILEPOST 1077,
 CX0837'97.4 FEET EAST OF THE EAST RAIL, AT THE NORTH EDGE OF A SMALL HILL,
 CX0837'AT THE SOUTH END OF A LONG FILL, 2 FEET EAST OF A FENCE, 3 FEET NORTH
 CX0837'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 CX0837'PROJECTS 0.9 FOOT ABOVE THE GOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0879 ***********************************************************************
 CX0879  DESIGNATION -  E 263
 CX0879  PID         -  CX0879
 CX0879  STATE/COUNTY-  NM/LUNA
 CX0879  USGS QUAD   -  HOCKETT (1989)
 CX0879
 CX0879                         *CURRENT SURVEY CONTROL
 CX0879  ___________________________________________________________________
 CX0879* NAD 83(1986)-  32 35 01.     (N)    107 22 26.     (W)     SCALED    
 CX0879* NAVD 88     -      1368.713  (meters)    4490.52   (feet)  ADJUSTED  
 CX0879  ___________________________________________________________________
 CX0879  GEOID HEIGHT-         -23.79  (meters)                     GEOID03
 CX0879  DYNAMIC HT  -        1366.681 (meters)    4483.85  (feet)  COMP
 CX0879  MODELED GRAV-     979,106.2   (mgal)                       NAVD 88
 CX0879
 CX0879  VERT ORDER  -  FIRST     CLASS II
 CX0879
 CX0879.The horizontal coordinates were scaled from a topographic map and have
 CX0879.an estimated accuracy of +/- 6 seconds.
 CX0879
 CX0879.The orthometric height was determined by differential leveling
 CX0879.and adjusted by the National Geodetic Survey in June 1991..
 CX0879
 CX0879.The geoid height was determined by GEOID03.
 CX0879
 CX0879.The dynamic height is computed by dividing the NAVD 88
 CX0879.geopotential number by the normal gravity value computed on the
 CX0879.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0879.degrees latitude (g = 980.6199 gals.).
 CX0879
 CX0879.The modeled gravity was interpolated from observed gravity values.
 CX0879
 CX0879;                    North         East    Units  Estimated Accuracy
 CX0879;SPC NM W     -   175,670.      873,130.      MT  (+/- 180 meters Scaled)
 CX0879
 CX0879                          SUPERSEDED SURVEY CONTROL
 CX0879
 CX0879  NGVD 29 (??/??/92) 1368.048  (m)         4488.34   (f) ADJ UNCH    1 2
 CX0879
 CX0879.Superseded values are not recommended for survey control.
 CX0879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0879.See file dsdata.txt to determine how the superseded data were derived.
 CX0879
 CX0879_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBS771076(NAD 83)
 CX0879_MARKER: DB = BENCH MARK DISK
 CX0879_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX0879_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CX0879_STAMPING: E 263 1952
 CX0879_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX0879+STABILITY: SURFACE MOTION
 CX0879
 CX0879  HISTORY     - Date     Condition        Report By
 CX0879  HISTORY     - 1952     MONUMENTED       CGS
 CX0879  HISTORY     - 1980     GOOD             NGS
 CX0879
 CX0879                          STATION DESCRIPTION
 CX0879
 CX0879'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CX0879'4.9 MI NE FROM NUTT.
 CX0879'0.15 MILE WEST ALONG A SIDE TRACK FROM THE ATCHISON, TOPEKA AND SANTA
 CX0879'FE STATION SIGN AT NUTT, THENCE 4.75 MILES NORTHEAST ALONG STATE
 CX0879'HIGHWAY 26, 300 FEET SOUTHWEST OF THE CENTER LINE OF A DRIVEWAY
 CX0879'LEADING TO A RANCH HOUSE, 98 FEET SOUTHEAST OF THE CENTER LINE OF THE
 CX0879'HIGHWAY, 23 FEET NORTHEAST OF THE CENTER LINE OF A SMALL DIKE, 2.4
 CX0879'FEET NORTHWEST OF A FENCE, 2.9 FEET SOUTHWEST OF A WITNESS POST, SET
 CX0879'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.8 FOOT ABOVE THE
 CX0879'GROUND.
 CX0879
 CX0879                          STATION RECOVERY (1980)
 CX0879
 CX0879'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CX0879'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0176 ***********************************************************************
 CY0176  DESIGNATION -  E 264
 CY0176  PID         -  CY0176
 CY0176  STATE/COUNTY-  NM/HIDALGO
 CY0176  USGS QUAD   -  LORDSBURG (1980)
 CY0176
 CY0176                         *CURRENT SURVEY CONTROL
 CY0176  ___________________________________________________________________
 CY0176* NAD 83(1986)-  32 20 16.     (N)    108 39 38.     (W)     SCALED    
 CY0176* NAVD 88     -      1285.447  (meters)    4217.34   (feet)  ADJUSTED  
 CY0176  ___________________________________________________________________
 CY0176  GEOID HEIGHT-         -25.41  (meters)                     GEOID03
 CY0176  DYNAMIC HT  -        1283.528 (meters)    4211.04  (feet)  COMP
 CY0176  MODELED GRAV-     979,101.2   (mgal)                       NAVD 88
 CY0176
 CY0176  VERT ORDER  -  FIRST     CLASS II
 CY0176
 CY0176.The horizontal coordinates were scaled from a topographic map and have
 CY0176.an estimated accuracy of +/- 6 seconds.
 CY0176
 CY0176.The orthometric height was determined by differential leveling
 CY0176.and adjusted by the National Geodetic Survey in June 1991..
 CY0176
 CY0176.The geoid height was determined by GEOID03.
 CY0176
 CY0176.The dynamic height is computed by dividing the NAVD 88
 CY0176.geopotential number by the normal gravity value computed on the
 CY0176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0176.degrees latitude (g = 980.6199 gals.).
 CY0176
 CY0176.The modeled gravity was interpolated from observed gravity values.
 CY0176
 CY0176;                    North         East    Units  Estimated Accuracy
 CY0176;SPC NM W     -   148,620.      752,130.      MT  (+/- 180 meters Scaled)
 CY0176
 CY0176                          SUPERSEDED SURVEY CONTROL
 CY0176
 CY0176  NGVD 29 (??/??/92) 1284.740  (m)         4215.02   (f) ADJ UNCH    1 2
 CY0176
 CY0176.Superseded values are not recommended for survey control.
 CY0176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0176.See file dsdata.txt to determine how the superseded data were derived.
 CY0176
 CY0176_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYA201802(NAD 83)
 CY0176_MARKER: DB = BENCH MARK DISK
 CY0176_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CY0176_SP_SET: BRIDGE ABUTMENT
 CY0176_STAMPING: E 264 1953
 CY0176_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CY0176
 CY0176  HISTORY     - Date     Condition        Report By
 CY0176  HISTORY     - 1953     MONUMENTED       CGS
 CY0176  HISTORY     - 1979     GOOD             NGS
 CY0176
 CY0176                          STATION DESCRIPTION
 CY0176
 CY0176'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 CY0176'2.75 MI E FROM LORDSBURG.
 CY0176'2.75 MILES EAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATION
 CY0176'AT LORDSBURG, 4 POLES EAST OF MILEPOST 1151, 115 FEET SOUTHWEST OF THE
 CY0176'SOUTHWEST CORNER OF A SMALL RAILROAD BUILDING, 6.6 FEET SOUTH OF THE
 CY0176'SOUTH RAIL, SET IN THE TOP OF THE SOUTH END OF THE WEST CONCRETE
 CY0176'ABUTMENT OF BRIDGE 1151.13.
 CY0176
 CY0176                          STATION RECOVERY (1979)
 CY0176
 CY0176'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CY0176'4.7 KILOMETERS (2.9 MILES) EAST ALONG THE SOUTHERN PACIFIC RAILROAD
 CY0176'FROM THE STATION IN LORDSBURG, AT BRIDGE 1151.13, IN TOP OF THE WEST
 CY0176'ABUTMENT, 2.0 METERS (6.5 FEET) SOUTH OF THE SOUTH RAIL AND 0.3 METER
 CY0176'(1.0 FEET) NORTH OF THE SOUTH END.
 CY0176'THE MARK IS 0.5 M BELOW THE RAILS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0095 ***********************************************************************
 CY0095  DESIGNATION -  E 265
 CY0095  PID         -  CY0095
 CY0095  STATE/COUNTY-  NM/GRANT
 CY0095  USGS QUAD   -  SEPAR (1980)
 CY0095
 CY0095                         *CURRENT SURVEY CONTROL
 CY0095  ___________________________________________________________________
 CY0095* NAD 83(1986)-  32 12 31.     (N)    108 25 56.     (W)     SCALED    
 CY0095* NAVD 88     -      1374.030  (meters)    4507.96   (feet)  ADJUSTED  
 CY0095  ___________________________________________________________________
 CY0095  GEOID HEIGHT-         -25.11  (meters)                     GEOID03
 CY0095  DYNAMIC HT  -        1371.938 (meters)    4501.10  (feet)  COMP
 CY0095  MODELED GRAV-     979,068.4   (mgal)                       NAVD 88
 CY0095
 CY0095  VERT ORDER  -  FIRST     CLASS II
 CY0095
 CY0095.The horizontal coordinates were scaled from a topographic map and have
 CY0095.an estimated accuracy of +/- 6 seconds.
 CY0095
 CY0095.The orthometric height was determined by differential leveling
 CY0095.and adjusted by the National Geodetic Survey in June 1991..
 CY0095
 CY0095.The geoid height was determined by GEOID03.
 CY0095
 CY0095.The dynamic height is computed by dividing the NAVD 88
 CY0095.geopotential number by the normal gravity value computed on the
 CY0095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0095.degrees latitude (g = 980.6199 gals.).
 CY0095
 CY0095.The modeled gravity was interpolated from observed gravity values.
 CY0095
 CY0095;                    North         East    Units  Estimated Accuracy
 CY0095;SPC NM W     -   134,160.      773,540.      MT  (+/- 180 meters Scaled)
 CY0095
 CY0095                          SUPERSEDED SURVEY CONTROL
 CY0095
 CY0095  NGVD 29 (??/??/92) 1373.266  (m)         4505.46   (f) ADJ UNCH    1 2
 CY0095
 CY0095.Superseded values are not recommended for survey control.
 CY0095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0095.See file dsdata.txt to determine how the superseded data were derived.
 CY0095
 CY0095_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYA420664(NAD 83)
 CY0095_MARKER: DB = BENCH MARK DISK
 CY0095_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0095_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0095_STAMPING: E 265 1952
 CY0095_PROJECTION: PROJECTING 11 CENTIMETERS
 CY0095_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0095+STABILITY: SURFACE MOTION
 CY0095
 CY0095  HISTORY     - Date     Condition        Report By
 CY0095  HISTORY     - 1952     MONUMENTED       CGS
 CY0095  HISTORY     - 1953     GOOD             NGS
 CY0095  HISTORY     - 1979     GOOD             NGS
 CY0095
 CY0095                          STATION DESCRIPTION
 CY0095
 CY0095'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CY0095'18.7 MI SE FROM LORDSBURG.
 CY0095'18.7 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 CY0095'STATION AT LORDSBURG, 9 POLES SOUTHEAST OF MILEPOST 1167, 64 FEET
 CY0095'SOUTHWEST OF THE SOUTHWEST RAIL OF THE MAIN TRACK, 30 FEET SOUTH OF A
 CY0095'TELEPHONE POLE, 3 FEET SOUTHEAST OF A WITNESS POST, SET IN THE TOP OF
 CY0095'A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 CY0095
 CY0095                          STATION RECOVERY (1979)
 CY0095
 CY0095'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CY0095'30.6 KILOMETERS (19.0 MILES) SOUTHEAST ALONG THE SOUTHERN PACIFIC
 CY0095'RAILROAD FROM THE STATION IN LORDSBURG, 0.6 KILOMETER (0.4 MILE)
 CY0095'NORTHWEST OF A RAILROAD BRIDGE, 0.4 KILOMETER (0.25 MILE) SOUTHEAST
 CY0095'OF MILE POST 1167, 17.2 METERS (56 FEET) SOUTHWEST OF THE SOUTHWEST
 CY0095'RAIL OF THE SOUTHWEST TRACKS, 33.1 METERS (142 FEET) NORTHEAST OF
 CY0095'THE NORTHEAST RIGHT-OF-WAY FENCE FOR INTERSTATE 10 AND 9.4 METERS
 CY0095'(31 FEET) SOUTH OF THE SEVENTH TELEPHONE POLE SOUTHEAST OF MILE POST
 CY0095'1167.
 CY0095'THE MARK IS 0.6 METERS  NE FROM A WITNESS POST.
 CY0095'THE MARK IS 0.1 M BELOW THE RAILS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1131 ***********************************************************************
 GL1131  DESIGNATION -  E 266
 GL1131  PID         -  GL1131
 GL1131  STATE/COUNTY-  NM/UNION
 GL1131  USGS QUAD   -  DES MOINES (1972)
 GL1131
 GL1131                         *CURRENT SURVEY CONTROL
 GL1131  ___________________________________________________________________
 GL1131* NAD 83(1986)-  36 47 08.     (N)    103 46 22.     (W)     SCALED    
 GL1131* NAVD 88     -      1976.521  (meters)    6484.64   (feet)  ADJUSTED  
 GL1131  ___________________________________________________________________
 GL1131  GEOID HEIGHT-         -19.44  (meters)                     GEOID03
 GL1131  DYNAMIC HT  -        1974.076 (meters)    6476.61  (feet)  COMP
 GL1131  MODELED GRAV-     979,323.3   (mgal)                       NAVD 88
 GL1131
 GL1131  VERT ORDER  -  SECOND    CLASS 0
 GL1131
 GL1131.The horizontal coordinates were scaled from a topographic map and have
 GL1131.an estimated accuracy of +/- 6 seconds.
 GL1131
 GL1131.The orthometric height was determined by differential leveling
 GL1131.and adjusted by the National Geodetic Survey in June 1991..
 GL1131
 GL1131.The geoid height was determined by GEOID03.
 GL1131
 GL1131.The dynamic height is computed by dividing the NAVD 88
 GL1131.geopotential number by the normal gravity value computed on the
 GL1131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL1131.degrees latitude (g = 980.6199 gals.).
 GL1131
 GL1131.The modeled gravity was interpolated from observed gravity values.
 GL1131
 GL1131;                    North         East    Units  Estimated Accuracy
 GL1131;SPC NM E     -   641,830.      215,030.      MT  (+/- 180 meters Scaled)
 GL1131
 GL1131                          SUPERSEDED SURVEY CONTROL
 GL1131
 GL1131  NGVD 29 (??/??/92) 1975.570  (m)         6481.52   (f) ADJ UNCH    2 0
 GL1131
 GL1131.Superseded values are not recommended for survey control.
 GL1131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1131.See file dsdata.txt to determine how the superseded data were derived.
 GL1131
 GL1131_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA095717(NAD 83)
 GL1131_MARKER: DB = BENCH MARK DISK
 GL1131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL1131_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL1131_STAMPING: E 266 1955
 GL1131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL1131+STABILITY: SURFACE MOTION
 GL1131
 GL1131  HISTORY     - Date     Condition        Report By
 GL1131  HISTORY     - 1955     MONUMENTED       CGS
 GL1131
 GL1131                          STATION DESCRIPTION
 GL1131
 GL1131'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GL1131'7.7 MI E FROM DES MOINES.
 GL1131'1.25 MILES NORTHWEST ALONG STATE HIGHWAY 72 FROM THE COLORADO AND
 GL1131'SOUTHERN RAILROAD STATION AT DES MOINES, THENCE 1.45 MILES NORTH ALONG
 GL1131'A TRACK ROAD, THENCE 2.0 MILES EAST ALONG A TRACK ROAD, THENCE 1.0
 GL1131'MILE SOUTH ALONG A TRACK ROAD, THENCE 2.0 MILES EAST ALONG A GRADED
 GL1131'DIRT ROAD, 80 FEET EAST OF A POWER POLE, 56 FEET EAST OF THE EXTENDED
 GL1131'CENTER LINE OF A TRACK ROAD LEADING SOUTH, 41 FEET NORTH OF THE CENTER
 GL1131'LINE OF A GRADED DIRT ROAD, 2.2 FEET SOUTH OF A FENCE, 1.8 FEET EAST
 GL1131'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 GL1131'0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1116 ***********************************************************************
 GL1116  DESIGNATION -  E 267
 GL1116  PID         -  GL1116
 GL1116  STATE/COUNTY-  NM/UNION
 GL1116  USGS QUAD   -  BLIND GAP (1973)
 GL1116
 GL1116                         *CURRENT SURVEY CONTROL
 GL1116  ___________________________________________________________________
 GL1116* NAD 83(1986)-  36 43 40.     (N)    103 35 34.     (W)     SCALED    
 GL1116* NAVD 88     -      1800.506  (meters)    5907.16   (feet)  ADJUSTED  
 GL1116  ___________________________________________________________________
 GL1116  GEOID HEIGHT-         -20.13  (meters)                     GEOID03
 GL1116  DYNAMIC HT  -        1798.322 (meters)    5899.99  (feet)  COMP
 GL1116  MODELED GRAV-     979,354.2   (mgal)                       NAVD 88
 GL1116
 GL1116  VERT ORDER  -  SECOND    CLASS 0
 GL1116
 GL1116.The horizontal coordinates were scaled from a topographic map and have
 GL1116.an estimated accuracy of +/- 6 seconds.
 GL1116
 GL1116.The orthometric height was determined by differential leveling
 GL1116.and adjusted by the National Geodetic Survey in June 1991..
 GL1116
 GL1116.The geoid height was determined by GEOID03.
 GL1116
 GL1116.The dynamic height is computed by dividing the NAVD 88
 GL1116.geopotential number by the normal gravity value computed on the
 GL1116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL1116.degrees latitude (g = 980.6199 gals.).
 GL1116
 GL1116.The modeled gravity was interpolated from observed gravity values.
 GL1116
 GL1116;                    North         East    Units  Estimated Accuracy
 GL1116;SPC NM E     -   635,530.      231,150.      MT  (+/- 180 meters Scaled)
 GL1116
 GL1116                          SUPERSEDED SURVEY CONTROL
 GL1116
 GL1116  NGVD 29 (??/??/92) 1799.631  (m)         5904.29   (f) ADJ UNCH    2 0
 GL1116
 GL1116.Superseded values are not recommended for survey control.
 GL1116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1116.See file dsdata.txt to determine how the superseded data were derived.
 GL1116
 GL1116_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA256655(NAD 83)
 GL1116_MARKER: DB = BENCH MARK DISK
 GL1116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL1116_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL1116_STAMPING: E 267 1955
 GL1116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL1116+STABILITY: SURFACE MOTION
 GL1116
 GL1116  HISTORY     - Date     Condition        Report By
 GL1116  HISTORY     - 1955     MONUMENTED       CGS
 GL1116
 GL1116                          STATION DESCRIPTION
 GL1116
 GL1116'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GL1116'17.3 MI N FROM GRENVILLE.
 GL1116'4.8 MILES NORTHWEST ALONG THE COLORADO AND SOUTHERN RAILROAD FROM THE
 GL1116'STATION AT GRENVILLE, THENCE 7.8 MILES NORTH ALONG A GRADED DIRT ROAD,
 GL1116'THENCE 4.7 MILES EAST ALONG A GRADED DIRT ROAD, 52 FEET NORTH OF THE
 GL1116'CENTER LINE OF A GRADED DIRT ROAD, 27 FEET EAST OF THE CENTER LINE OF
 GL1116'A TRACK ROAD LEADING NORTH, 118 FEET EAST OF A POWER POLE, 2 FEET WEST
 GL1116'OF A FENCE, 2 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A
 GL1116'CONCRETE POST WHICH PROJECTS 0.7 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1111 ***********************************************************************
 GL1111  DESIGNATION -  E 268
 GL1111  PID         -  GL1111
 GL1111  STATE/COUNTY-  NM/UNION
 GL1111  USGS QUAD   -  WETHERLY LAKE (1973)
 GL1111
 GL1111                         *CURRENT SURVEY CONTROL
 GL1111  ___________________________________________________________________
 GL1111* NAD 83(1986)-  36 44 25.     (N)    103 43 41.     (W)     SCALED    
 GL1111* NAVD 88     -      1901.933  (meters)    6239.93   (feet)  ADJUSTED  
 GL1111  ___________________________________________________________________
 GL1111  GEOID HEIGHT-         -19.58  (meters)                     GEOID03
 GL1111  DYNAMIC HT  -        1899.595 (meters)    6232.25  (feet)  COMP
 GL1111  MODELED GRAV-     979,333.5   (mgal)                       NAVD 88
 GL1111
 GL1111  VERT ORDER  -  SECOND    CLASS 0
 GL1111
 GL1111.The horizontal coordinates were scaled from a topographic map and have
 GL1111.an estimated accuracy of +/- 6 seconds.
 GL1111
 GL1111.The orthometric height was determined by differential leveling
 GL1111.and adjusted by the National Geodetic Survey in June 1991..
 GL1111
 GL1111.The geoid height was determined by GEOID03.
 GL1111
 GL1111.The dynamic height is computed by dividing the NAVD 88
 GL1111.geopotential number by the normal gravity value computed on the
 GL1111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL1111.degrees latitude (g = 980.6199 gals.).
 GL1111
 GL1111.The modeled gravity was interpolated from observed gravity values.
 GL1111
 GL1111;                    North         East    Units  Estimated Accuracy
 GL1111;SPC NM E     -   636,830.      219,060.      MT  (+/- 180 meters Scaled)
 GL1111
 GL1111                          SUPERSEDED SURVEY CONTROL
 GL1111
 GL1111  NGVD 29 (??/??/92) 1901.019  (m)         6236.93   (f) ADJ UNCH    2 0
 GL1111
 GL1111.Superseded values are not recommended for survey control.
 GL1111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1111.See file dsdata.txt to determine how the superseded data were derived.
 GL1111
 GL1111_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA135668(NAD 83)
 GL1111_MARKER: DB = BENCH MARK DISK
 GL1111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL1111_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL1111_STAMPING: E 268 1955
 GL1111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL1111+STABILITY: SURFACE MOTION
 GL1111
 GL1111  HISTORY     - Date     Condition        Report By
 GL1111  HISTORY     - 1955     MONUMENTED       CGS
 GL1111
 GL1111                          STATION DESCRIPTION
 GL1111
 GL1111'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GL1111'15.75 MI NW FROM GRENVILLE.
 GL1111'4.8 MILES NORTHWEST ALONG THE COLORADO AND SOUTHERN RAILROAD FROM THE
 GL1111'STATION AT GRENVILLE, THENCE 7.8 MILES NORTH ALONG A GRADED DIRT ROAD,
 GL1111'THENCE 3.05 MILES NORTHWEST ALONG A GRADED DIRT ROAD, THENCE 0.1 MILE
 GL1111'SOUTH ALONG A FENCE, ON TOP OF A SMALL HILL, 0.15 MILE SOUTHEAST OF
 GL1111'THE HANGAR AT THE WETHERLY AIRPORT, 2.2 FEET WEST OF A FENCE, 3 FEET
 GL1111'NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 GL1111'PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1218 ***********************************************************************
 GL1218  DESIGNATION -  E 269
 GL1218  PID         -  GL1218
 GL1218  STATE/COUNTY-  NM/UNION
 GL1218  USGS QUAD   -  FIDDLER SPRINGS (1972)
 GL1218
 GL1218                         *CURRENT SURVEY CONTROL
 GL1218  ___________________________________________________________________
 GL1218* NAD 83(1986)-  36 49 43.     (N)    103 32 21.     (W)     SCALED    
 GL1218* NAVD 88     -      1785.332  (meters)    5857.38   (feet)  ADJUSTED  
 GL1218  ___________________________________________________________________
 GL1218  GEOID HEIGHT-         -20.39  (meters)                     GEOID03
 GL1218  DYNAMIC HT  -        1783.192 (meters)    5850.36  (feet)  COMP
 GL1218  MODELED GRAV-     979,368.6   (mgal)                       NAVD 88
 GL1218
 GL1218  VERT ORDER  -  SECOND    CLASS 0
 GL1218
 GL1218.The horizontal coordinates were scaled from a topographic map and have
 GL1218.an estimated accuracy of +/- 6 seconds.
 GL1218
 GL1218.The orthometric height was determined by differential leveling
 GL1218.and adjusted by the National Geodetic Survey in June 1991..
 GL1218
 GL1218.The geoid height was determined by GEOID03.
 GL1218
 GL1218.The dynamic height is computed by dividing the NAVD 88
 GL1218.geopotential number by the normal gravity value computed on the
 GL1218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL1218.degrees latitude (g = 980.6199 gals.).
 GL1218
 GL1218.The modeled gravity was interpolated from observed gravity values.
 GL1218
 GL1218;                    North         East    Units  Estimated Accuracy
 GL1218;SPC NM E     -   646,750.      235,840.      MT  (+/- 180 meters Scaled)
 GL1218
 GL1218                          SUPERSEDED SURVEY CONTROL
 GL1218
 GL1218  NGVD 29 (??/??/92) 1784.456  (m)         5854.50   (f) ADJ UNCH    2 0
 GL1218
 GL1218.Superseded values are not recommended for survey control.
 GL1218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1218.See file dsdata.txt to determine how the superseded data were derived.
 GL1218
 GL1218_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA302768(NAD 83)
 GL1218_MARKER: DB = BENCH MARK DISK
 GL1218_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL1218_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL1218_STAMPING: E 269 1955
 GL1218_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL1218+STABILITY: SURFACE MOTION
 GL1218
 GL1218  HISTORY     - Date     Condition        Report By
 GL1218  HISTORY     - 1955     MONUMENTED       CGS
 GL1218
 GL1218                          STATION DESCRIPTION
 GL1218
 GL1218'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GL1218'43.65 MI NW FROM CLAYTON.
 GL1218'38.75 MILES NORTHWEST ALONG STATE ROAD 370 FROM ITS JUNCTION WITH U.S.
 GL1218'HIGHWAYS 64 AND 87 AT CLAYTON, THENCE 4.9 MILES WEST ALONG A GRADED
 GL1218'DIRT ROAD, AT A CURVE IN THE ROAD, 119 FEET SOUTHWEST OF THE CENTER
 GL1218'LINE OF A ROAD, 129 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF AN
 GL1218'ABANDONED STONE HOUSE, 119.5 FEET SOUTHEAST OF A 13 INCH ELM TREE, 5
 GL1218'FEET NORTH OF A FENCE CORNER, 2.2 FEET EAST OF A FENCE, 2 FEET SOUTH
 GL1218'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 GL1218'0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0128 ***********************************************************************
 FO0128  DESIGNATION -  E 27
 FO0128  PID         -  FO0128
 FO0128  STATE/COUNTY-  NM/SANDOVAL
 FO0128  USGS QUAD   -  SAN FELIPE PUEBLO (1990)
 FO0128
 FO0128                         *CURRENT SURVEY CONTROL
 FO0128  ___________________________________________________________________
 FO0128* NAD 83(1986)-  35 23 31.     (N)    106 27 48.     (W)     SCALED    
 FO0128* NAVD 88     -      1554.834  (meters)    5101.15   (feet)  ADJUSTED  
 FO0128  ___________________________________________________________________
 FO0128  GEOID HEIGHT-         -20.70  (meters)                     GEOID03
 FO0128  DYNAMIC HT  -        1552.727 (meters)    5094.24  (feet)  COMP
 FO0128  MODELED GRAV-     979,225.1   (mgal)                       NAVD 88
 FO0128
 FO0128  VERT ORDER  -  FIRST     CLASS II
 FO0128
 FO0128.The horizontal coordinates were scaled from a topographic map and have
 FO0128.an estimated accuracy of +/- 6 seconds.
 FO0128
 FO0128.The orthometric height was determined by differential leveling
 FO0128.and adjusted by the National Geodetic Survey in June 1991..
 FO0128
 FO0128.The geoid height was determined by GEOID03.
 FO0128
 FO0128.The dynamic height is computed by dividing the NAVD 88
 FO0128.geopotential number by the normal gravity value computed on the
 FO0128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0128.degrees latitude (g = 980.6199 gals.).
 FO0128
 FO0128.The modeled gravity was interpolated from observed gravity values.
 FO0128
 FO0128;                    North         East    Units  Estimated Accuracy
 FO0128;SPC NM C     -   487,080.      480,620.      MT  (+/- 180 meters Scaled)
 FO0128
 FO0128                          SUPERSEDED SURVEY CONTROL
 FO0128
 FO0128.No superseded survey control is available for this station.
 FO0128
 FO0128_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV671174(NAD 83)
 FO0128_MARKER: DB = BENCH MARK DISK
 FO0128_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FO0128_STAMPING: E 27 1933 5098.280
 FO0128_MARK LOGO: CGS   
 FO0128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO0128+STABILITY: SURFACE MOTION
 FO0128
 FO0128  HISTORY     - Date     Condition        Report By
 FO0128  HISTORY     - 1933     MONUMENTED       CGS
 FO0128  HISTORY     - 1951     GOOD             NGS
 FO0128  HISTORY     - 1984     GOOD             NGS
 FO0128
 FO0128                          STATION DESCRIPTION
 FO0128
 FO0128'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 FO0128'8.0 MI NE FROM BERNALILLO.
 FO0128'8.0 MILES NORTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 FO0128'FROM THE STATION AT BERNALILLO, 1 POLE SOUTH OF MILEPOST 878, 10 POLES
 FO0128'NORTH OF A GRAVELED ROAD CROSSING, 4.5 FEET WEST OF THE WEST RAIL, 4
 FO0128'FEET BELOW THE TOP OF THE RAILS, SET IN THE TOP OF THE WEST END OF THE
 FO0128'NORTH BRIDGE SEAT OF BRIDGE 878 A.
 FO0128
 FO0128                          STATION RECOVERY (1984)
 FO0128
 FO0128'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FO0128'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  11.1 KM
 FO0128'(6.9 MI) NORTHEAST ALONG THE ATCHISON TOPEKA AND SANTA FE RAILROAD
 FO0128'FROM ITS JUNCTION WITH STATE HIGHWAY 44 IN BERNALILLO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0629 ***********************************************************************
 GL0629  DESIGNATION -  E 270
 GL0629  PID         -  GL0629
 GL0629  STATE/COUNTY-  NM/UNION
 GL0629  USGS QUAD   -  CLAYTON (1970)
 GL0629
 GL0629                         *CURRENT SURVEY CONTROL
 GL0629  ___________________________________________________________________
 GL0629* NAD 83(1986)-  36 29 43.     (N)    103 13 17.     (W)     SCALED    
 GL0629* NAVD 88     -      1549.328  (meters)    5083.09   (feet)  ADJUSTED  
 GL0629  ___________________________________________________________________
 GL0629  GEOID HEIGHT-         -21.82  (meters)                     GEOID03
 GL0629  DYNAMIC HT  -        1547.492 (meters)    5077.06  (feet)  COMP
 GL0629  MODELED GRAV-     979,392.5   (mgal)                       NAVD 88
 GL0629
 GL0629  VERT ORDER  -  SECOND    CLASS 0
 GL0629
 GL0629.The horizontal coordinates were scaled from a topographic map and have
 GL0629.an estimated accuracy of +/- 6 seconds.
 GL0629
 GL0629.The orthometric height was determined by differential leveling
 GL0629.and adjusted by the National Geodetic Survey in June 1991..
 GL0629
 GL0629.The geoid height was determined by GEOID03.
 GL0629
 GL0629.The dynamic height is computed by dividing the NAVD 88
 GL0629.geopotential number by the normal gravity value computed on the
 GL0629.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0629.degrees latitude (g = 980.6199 gals.).
 GL0629
 GL0629.The modeled gravity was interpolated from observed gravity values.
 GL0629
 GL0629;                    North         East    Units  Estimated Accuracy
 GL0629;SPC NM E     -   610,050.      264,620.      MT  (+/- 180 meters Scaled)
 GL0629
 GL0629                          SUPERSEDED SURVEY CONTROL
 GL0629
 GL0629  NGVD 29 (??/??/92) 1548.581  (m)         5080.64   (f) ADJ UNCH    2 0
 GL0629
 GL0629.Superseded values are not recommended for survey control.
 GL0629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0629.See file dsdata.txt to determine how the superseded data were derived.
 GL0629
 GL0629_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA593403(NAD 83)
 GL0629_MARKER: DB = BENCH MARK DISK
 GL0629_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0629_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0629_STAMPING: E 270 1955
 GL0629_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0629+STABILITY: SURFACE MOTION
 GL0629
 GL0629  HISTORY     - Date     Condition        Report By
 GL0629  HISTORY     - 1955     MONUMENTED       CGS
 GL0629
 GL0629                          STATION DESCRIPTION
 GL0629
 GL0629'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GL0629'3.9 MI NW FROM CLAYTON.
 GL0629'3.9 MILES NORTHWEST ALONG STATE ROAD 370 FROM ITS JUNCTION WITH U.S.
 GL0629'HIGHWAYS 64 AND 87 AT CLAYTON, 113 FEET SOUTH OF THE CENTER LINE OF
 GL0629'THE STATE ROAD, 87 FEET EAST OF THE CENTER LINE OF A TRACK ROAD
 GL0629'LEADING SOUTHWEST, 3 FEET NORTHWEST OF A FENCE, 35.5 FEET NORTHEAST OF
 GL0629'A FENCE CORNER, 2.2 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A
 GL0629'CONCRETE POST WHICH PROJECTS 0.7 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1194 ***********************************************************************
 GL1194  DESIGNATION -  E 271
 GL1194  PID         -  GL1194
 GL1194  STATE/COUNTY-  NM/UNION
 GL1194  USGS QUAD   -  CROSS L RANCH (1972)
 GL1194
 GL1194                         *CURRENT SURVEY CONTROL
 GL1194  ___________________________________________________________________
 GL1194* NAD 83(1986)-  36 54 13.     (N)    103 39 42.     (W)     SCALED    
 GL1194* NAVD 88     -      1771.084  (meters)    5810.63   (feet)  ADJUSTED  
 GL1194  ___________________________________________________________________
 GL1194  GEOID HEIGHT-         -19.98  (meters)                     GEOID03
 GL1194  DYNAMIC HT  -        1768.935 (meters)    5803.58  (feet)  COMP
 GL1194  MODELED GRAV-     979,355.1   (mgal)                       NAVD 88
 GL1194
 GL1194  VERT ORDER  -  SECOND    CLASS 0
 GL1194
 GL1194.The horizontal coordinates were scaled from a topographic map and have
 GL1194.an estimated accuracy of +/- 6 seconds.
 GL1194
 GL1194.The orthometric height was determined by differential leveling
 GL1194.and adjusted by the National Geodetic Survey in June 1991..
 GL1194
 GL1194.The geoid height was determined by GEOID03.
 GL1194
 GL1194.The dynamic height is computed by dividing the NAVD 88
 GL1194.geopotential number by the normal gravity value computed on the
 GL1194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL1194.degrees latitude (g = 980.6199 gals.).
 GL1194
 GL1194.The modeled gravity was interpolated from observed gravity values.
 GL1194
 GL1194;                    North         East    Units  Estimated Accuracy
 GL1194;SPC NM E     -   654,990.      224,860.      MT  (+/- 180 meters Scaled)
 GL1194
 GL1194                          SUPERSEDED SURVEY CONTROL
 GL1194
 GL1194  NGVD 29 (??/??/92) 1770.161  (m)         5807.60   (f) ADJ UNCH    2 0
 GL1194
 GL1194.Superseded values are not recommended for survey control.
 GL1194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1194.See file dsdata.txt to determine how the superseded data were derived.
 GL1194
 GL1194_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA192850(NAD 83)
 GL1194_MARKER: DB = BENCH MARK DISK
 GL1194_SETTING: 66 = SET IN ROCK OUTCROP
 GL1194_SP_SET: SANDSTONE OUTCROP
 GL1194_STAMPING: E 271 1955
 GL1194_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GL1194+STABILITY: POSITION/ELEVATION WELL
 GL1194
 GL1194  HISTORY     - Date     Condition        Report By
 GL1194  HISTORY     - 1955     MONUMENTED       CGS
 GL1194  HISTORY     - 1972     MARK NOT FOUND   USGS
 GL1194
 GL1194                          STATION DESCRIPTION
 GL1194
 GL1194'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GL1194'20.15 MI E FROM FOLSOM.
 GL1194'19.0 MILES EAST ALONG STATE ROAD 325 FROM THE COLORADO AND SOUTHERN
 GL1194'RAILROAD STATION AT FOLSOM, THENCE 1.15 MILES SOUTH ALONG A WINDING
 GL1194'DIRT ROAD, 180 FEET NORTHEAST OF A SHARP CURVE IN THE ROAD, 67 FEET
 GL1194'NORTH OF THE CENTER LINE OF THE ROAD, 1.0 FOOT ABOVE THE GROUND, SET
 GL1194'IN THE TOP OF A 2X3 FOOT SANDSTONE OUTCROP.
 GL1194
 GL1194                          STATION RECOVERY (1972)
 GL1194
 GL1194'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 GL1194'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0490 ***********************************************************************
 GL0490  DESIGNATION -  E 272
 GL0490  PID         -  GL0490
 GL0490  STATE/COUNTY-  NM/UNION
 GL0490  USGS QUAD   -  GUY (1972)
 GL0490
 GL0490                         *CURRENT SURVEY CONTROL
 GL0490  ___________________________________________________________________
 GL0490* NAD 83(1986)-  36 47 07.     (N)    103 23 47.     (W)     SCALED    
 GL0490* NAVD 88     -      1682.874  (meters)    5521.23   (feet)  ADJUSTED  
 GL0490  ___________________________________________________________________
 GL0490  GEOID HEIGHT-         -20.98  (meters)                     GEOID03
 GL0490  DYNAMIC HT  -        1680.874 (meters)    5514.67  (feet)  COMP
 GL0490  MODELED GRAV-     979,383.0   (mgal)                       NAVD 88
 GL0490
 GL0490  VERT ORDER  -  SECOND    CLASS 0
 GL0490
 GL0490.The horizontal coordinates were scaled from a topographic map and have
 GL0490.an estimated accuracy of +/- 6 seconds.
 GL0490
 GL0490.The orthometric height was determined by differential leveling
 GL0490.and adjusted by the National Geodetic Survey in June 1991..
 GL0490
 GL0490.The geoid height was determined by GEOID03.
 GL0490
 GL0490.The dynamic height is computed by dividing the NAVD 88
 GL0490.geopotential number by the normal gravity value computed on the
 GL0490.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0490.degrees latitude (g = 980.6199 gals.).
 GL0490
 GL0490.The modeled gravity was interpolated from observed gravity values.
 GL0490
 GL0490;                    North         East    Units  Estimated Accuracy
 GL0490;SPC NM E     -   642,060.      248,630.      MT  (+/- 180 meters Scaled)
 GL0490
 GL0490                          SUPERSEDED SURVEY CONTROL
 GL0490
 GL0490  NGVD 29 (??/??/92) 1682.043  (m)         5518.50   (f) ADJ UNCH    2 0
 GL0490
 GL0490.Superseded values are not recommended for survey control.
 GL0490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0490.See file dsdata.txt to determine how the superseded data were derived.
 GL0490
 GL0490_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA430722(NAD 83)
 GL0490_MARKER: DB = BENCH MARK DISK
 GL0490_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0490_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0490_STAMPING: E 272 1955
 GL0490_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0490+STABILITY: SURFACE MOTION
 GL0490
 GL0490  HISTORY     - Date     Condition        Report By
 GL0490  HISTORY     - 1955     MONUMENTED       CGS
 GL0490
 GL0490                          STATION DESCRIPTION
 GL0490
 GL0490'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GL0490'32.85 MI NW FROM CLAYTON.
 GL0490'32.85 MILES NORTHWEST ALONG STATE ROAD 370 FROM ITS JUNCTION WITH U.S.
 GL0490'HIGHWAYS 64 AND 87 AT CLAYTON, 59 FEET SOUTH OF THE CENTER LINE OF THE
 GL0490'ROAD, 28 FEET SOUTH OF A FENCE, 90 FEET WEST OF A POWER POLE, IN LINE
 GL0490'WITH A ROW OF POWER POLES, 2.8 FEET EAST OF A FENCE, 1.8 FEET SOUTH OF
 GL0490'A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6
 GL0490'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0515 ***********************************************************************
 GL0515  DESIGNATION -  E 273
 GL0515  PID         -  GL0515
 GL0515  STATE/COUNTY-  NM/UNION
 GL0515  USGS QUAD   -  MOSES (1972)
 GL0515
 GL0515                         *CURRENT SURVEY CONTROL
 GL0515  ___________________________________________________________________
 GL0515* NAD 83(1986)-  36 44 47.     (N)    103 06 19.     (W)     SCALED    
 GL0515* NAVD 88     -      1508.960  (meters)    4950.65   (feet)  ADJUSTED  
 GL0515  ___________________________________________________________________
 GL0515  GEOID HEIGHT-         -22.09  (meters)                     GEOID03
 GL0515  DYNAMIC HT  -        1507.222 (meters)    4944.94  (feet)  COMP
 GL0515  MODELED GRAV-     979,426.3   (mgal)                       NAVD 88
 GL0515
 GL0515  VERT ORDER  -  SECOND    CLASS 0
 GL0515
 GL0515.The horizontal coordinates were scaled from a topographic map and have
 GL0515.an estimated accuracy of +/- 6 seconds.
 GL0515
 GL0515.The orthometric height was determined by differential leveling
 GL0515.and adjusted by the National Geodetic Survey in June 1991..
 GL0515
 GL0515.The geoid height was determined by GEOID03.
 GL0515
 GL0515.The dynamic height is computed by dividing the NAVD 88
 GL0515.geopotential number by the normal gravity value computed on the
 GL0515.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0515.degrees latitude (g = 980.6199 gals.).
 GL0515
 GL0515.The modeled gravity was interpolated from observed gravity values.
 GL0515
 GL0515;                    North         East    Units  Estimated Accuracy
 GL0515;SPC NM E     -   638,040.      274,670.      MT  (+/- 180 meters Scaled)
 GL0515
 GL0515                          SUPERSEDED SURVEY CONTROL
 GL0515
 GL0515  NGVD 29 (??/??/92) 1508.237  (m)         4948.27   (f) ADJ UNCH    2 0
 GL0515
 GL0515.Superseded values are not recommended for survey control.
 GL0515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0515.See file dsdata.txt to determine how the superseded data were derived.
 GL0515
 GL0515_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA691684(NAD 83)
 GL0515_MARKER: DB = BENCH MARK DISK
 GL0515_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0515_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0515_STAMPING: E 273 1955
 GL0515_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0515+STABILITY: SURFACE MOTION
 GL0515
 GL0515  HISTORY     - Date     Condition        Report By
 GL0515  HISTORY     - 1955     MONUMENTED       CGS
 GL0515
 GL0515                          STATION DESCRIPTION
 GL0515
 GL0515'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GL0515'14.2 MI N FROM SENECA.
 GL0515'9.2 MILES NORTHEAST ALONG STATE HIGHWAY 18 FROM THE POST OFFICE AT
 GL0515'SENECA, THENCE 2.0 MILES NORTH ALONG A GRADED DIRT ROAD, THENCE 3.0
 GL0515'MILES WEST ALONG A GRADED DIRT ROAD, BETWEEN TWO CURVES IN THE ROAD,
 GL0515'0.6 MILE SOUTHWEST OF A STOCK POND, 89 FEET NORTHEAST OF THE CENTER
 GL0515'LINE OF A ROAD, 2 FEET NORTHWEST OF A WITNESS POST, SET IN THE TOP OF
 GL0515'A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0420 ***********************************************************************
 GL0420  DESIGNATION -  E 274
 GL0420  PID         -  GL0420
 GL0420  STATE/COUNTY-  NM/UNION
 GL0420  USGS QUAD   -  SENECA (1972)
 GL0420
 GL0420                         *CURRENT SURVEY CONTROL
 GL0420  ___________________________________________________________________
 GL0420* NAD 83(1986)-  36 38 25.     (N)    103 10 51.     (W)     SCALED    
 GL0420* NAVD 88     -      1544.443  (meters)    5067.06   (feet)  ADJUSTED  
 GL0420  ___________________________________________________________________
 GL0420  GEOID HEIGHT-         -21.80  (meters)                     GEOID03
 GL0420  DYNAMIC HT  -        1542.656 (meters)    5061.20  (feet)  COMP
 GL0420  MODELED GRAV-     979,419.9   (mgal)                       NAVD 88
 GL0420
 GL0420  VERT ORDER  -  SECOND    CLASS 0
 GL0420
 GL0420.The horizontal coordinates were scaled from a topographic map and have
 GL0420.an estimated accuracy of +/- 6 seconds.
 GL0420
 GL0420.The orthometric height was determined by differential leveling
 GL0420.and adjusted by the National Geodetic Survey in June 1991..
 GL0420
 GL0420.The geoid height was determined by GEOID03.
 GL0420
 GL0420.The dynamic height is computed by dividing the NAVD 88
 GL0420.geopotential number by the normal gravity value computed on the
 GL0420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0420.degrees latitude (g = 980.6199 gals.).
 GL0420
 GL0420.The modeled gravity was interpolated from observed gravity values.
 GL0420
 GL0420;                    North         East    Units  Estimated Accuracy
 GL0420;SPC NM E     -   626,180.      268,060.      MT  (+/- 180 meters Scaled)
 GL0420
 GL0420                          SUPERSEDED SURVEY CONTROL
 GL0420
 GL0420  NGVD 29 (??/??/92) 1543.723  (m)         5064.70   (f) ADJ UNCH    2 0
 GL0420
 GL0420.Superseded values are not recommended for survey control.
 GL0420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0420.See file dsdata.txt to determine how the superseded data were derived.
 GL0420
 GL0420_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA626565(NAD 83)
 GL0420_MARKER: DB = BENCH MARK DISK
 GL0420_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0420_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0420_STAMPING: E 274 1955
 GL0420_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0420+STABILITY: SURFACE MOTION
 GL0420
 GL0420  HISTORY     - Date     Condition        Report By
 GL0420  HISTORY     - 1955     MONUMENTED       CGS
 GL0420
 GL0420                          STATION DESCRIPTION
 GL0420
 GL0420'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GL0420'3.9 MI NW FROM SENECA.
 GL0420'0.85 MILE NORTH ALONG STATE HIGHWAY 18 FROM THE POST OFFICE AT SENECA,
 GL0420'THENCE 3.05 MILES WEST ALONG A GRADED DIRT ROAD, AT A CURVE IN THE
 GL0420'ROAD, 260 FEET SOUTHWEST OF THE CENTER LINE OF A ROAD, 65 FEET SOUTH
 GL0420'OF A POWER POLE, 50 FEET EAST OF THE CENTER LINE OF A DIRT ROAD
 GL0420'LEADING SOUTH, 23 FEET EAST OF A FENCE CORNER, 5.2 FEET NORTH OF A
 GL0420'FENCE, 2.7 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 GL0420'POST WHICH PROJECTS 0.7 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1262 ***********************************************************************
 GL1262  DESIGNATION -  E 275
 GL1262  PID         -  GL1262
 GL1262  STATE/COUNTY-  NM/UNION
 GL1262  USGS QUAD   -  GRENVILLE SW (1973)
 GL1262
 GL1262                         *CURRENT SURVEY CONTROL
 GL1262  ___________________________________________________________________
 GL1262* NAD 83(1986)-  36 33 01.     (N)    103 38 55.     (W)     SCALED    
 GL1262* NAVD 88     -      1825.354  (meters)    5988.68   (feet)  ADJUSTED  
 GL1262  ___________________________________________________________________
 GL1262  GEOID HEIGHT-         -19.93  (meters)                     GEOID03
 GL1262  DYNAMIC HT  -        1823.122 (meters)    5981.36  (feet)  COMP
 GL1262  MODELED GRAV-     979,343.3   (mgal)                       NAVD 88
 GL1262
 GL1262  VERT ORDER  -  SECOND    CLASS 0
 GL1262
 GL1262.The horizontal coordinates were scaled from a topographic map and have
 GL1262.an estimated accuracy of +/- 6 seconds.
 GL1262
 GL1262.The orthometric height was determined by differential leveling
 GL1262.and adjusted by the National Geodetic Survey in June 1991..
 GL1262
 GL1262.The geoid height was determined by GEOID03.
 GL1262
 GL1262.The dynamic height is computed by dividing the NAVD 88
 GL1262.geopotential number by the normal gravity value computed on the
 GL1262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL1262.degrees latitude (g = 980.6199 gals.).
 GL1262
 GL1262.The modeled gravity was interpolated from observed gravity values.
 GL1262
 GL1262;                    North         East    Units  Estimated Accuracy
 GL1262;SPC NM E     -   615,790.      226,300.      MT  (+/- 180 meters Scaled)
 GL1262
 GL1262                          SUPERSEDED SURVEY CONTROL
 GL1262
 GL1262  NGVD 29 (??/??/92) 1824.492  (m)         5985.85   (f) ADJ UNCH    2 0
 GL1262
 GL1262.Superseded values are not recommended for survey control.
 GL1262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1262.See file dsdata.txt to determine how the superseded data were derived.
 GL1262
 GL1262_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA209458(NAD 83)
 GL1262_MARKER: DB = BENCH MARK DISK
 GL1262_SETTING: 66 = SET IN ROCK OUTCROP
 GL1262_SP_SET: LAVA OUTCROP
 GL1262_STAMPING: E 275 1955
 GL1262_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GL1262+STABILITY: POSITION/ELEVATION WELL
 GL1262
 GL1262  HISTORY     - Date     Condition        Report By
 GL1262  HISTORY     - 1955     MONUMENTED       CGS
 GL1262
 GL1262                          STATION DESCRIPTION
 GL1262
 GL1262'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GL1262'4.8 MI S FROM GRENVILLE.
 GL1262'0.25 MILE WEST ALONG A GRAVELED ROAD FROM THE COLORADO AND SOUTHERN
 GL1262'RAILROAD STATION AT GRENVILLE, THENCE 4.55 MILES SOUTH ALONG STATE
 GL1262'ROAD 120, AT A CURVE IN THE STATE ROAD, 89 FEET EAST OF THE CENTER
 GL1262'LINE OF THE STATE ROAD, 50 FEET EAST OF A FENCE, 50 FEET EAST OF A
 GL1262'WITNESS POST, ON THE NORTH EDGE OF A RAVINE, 4 FEET BELOW THE LEVEL OF
 GL1262'THE ROAD, SET IN THE TOP OF A LAVA ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1049 ***********************************************************************
 GL1049  DESIGNATION -  E 278
 GL1049  PID         -  GL1049
 GL1049  STATE/COUNTY-  NM/HARDING
 GL1049  USGS QUAD   -  YATES SE (1973)
 GL1049
 GL1049                         *CURRENT SURVEY CONTROL
 GL1049  ___________________________________________________________________
 GL1049* NAD 83(1986)-  36 02 37.     (N)    103 49 47.     (W)     SCALED    
 GL1049* NAVD 88     -      1660.998  (meters)    5449.46   (feet)  ADJUSTED  
 GL1049  ___________________________________________________________________
 GL1049  GEOID HEIGHT-         -20.16  (meters)                     GEOID03
 GL1049  DYNAMIC HT  -        1658.971 (meters)    5442.81  (feet)  COMP
 GL1049  MODELED GRAV-     979,353.3   (mgal)                       NAVD 88
 GL1049
 GL1049  VERT ORDER  -  SECOND    CLASS 0
 GL1049
 GL1049.The horizontal coordinates were scaled from a topographic map and have
 GL1049.an estimated accuracy of +/- 6 seconds.
 GL1049
 GL1049.The orthometric height was determined by differential leveling
 GL1049.and adjusted by the National Geodetic Survey in June 1991..
 GL1049
 GL1049.The geoid height was determined by GEOID03.
 GL1049
 GL1049.The dynamic height is computed by dividing the NAVD 88
 GL1049.geopotential number by the normal gravity value computed on the
 GL1049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL1049.degrees latitude (g = 980.6199 gals.).
 GL1049
 GL1049.The modeled gravity was interpolated from observed gravity values.
 GL1049
 GL1049;                    North         East    Units  Estimated Accuracy
 GL1049;SPC NM E     -   559,470.      210,380.      MT  (+/- 180 meters Scaled)
 GL1049
 GL1049                          SUPERSEDED SURVEY CONTROL
 GL1049
 GL1049  NGVD 29 (??/??/92) 1660.267  (m)         5447.06   (f) ADJ UNCH    2 0
 GL1049
 GL1049.Superseded values are not recommended for survey control.
 GL1049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1049.See file dsdata.txt to determine how the superseded data were derived.
 GL1049
 GL1049_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFV054894(NAD 83)
 GL1049_MARKER: DB = BENCH MARK DISK
 GL1049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL1049_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL1049_STAMPING: E 278 1955
 GL1049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL1049+STABILITY: SURFACE MOTION
 GL1049
 GL1049  HISTORY     - Date     Condition        Report By
 GL1049  HISTORY     - 1955     MONUMENTED       CGS
 GL1049
 GL1049                          STATION DESCRIPTION
 GL1049
 GL1049'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GL1049'9.9 MI SE FROM YATES.
 GL1049'5.0 MILES SOUTH ALONG STATE HIGHWAY 120 FROM THE ABANDONED SCHOOL AT
 GL1049'YATES, THENCE 4.9 MILES SOUTHEAST ALONG STATE HIGHWAY 57, 0.1 MILE
 GL1049'SOUTH OF A CATTLE GUARD, 39 FEET EAST OF THE CENTER LINE OF THE
 GL1049'HIGHWAY, 2 FEET WEST OF A WITNESS POST, 1.1 MILES NORTH OF BENCH MARK
 GL1049'F 278, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE
 GL1049'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1030 ***********************************************************************
 GL1030  DESIGNATION -  E 279
 GL1030  PID         -  GL1030
 GL1030  STATE/COUNTY-  NM/UNION
 GL1030  USGS QUAD   -  MINNIE BUTTE (1973)
 GL1030
 GL1030                         *CURRENT SURVEY CONTROL
 GL1030  ___________________________________________________________________
 GL1030* NAD 83(1986)-  36 06 45.     (N)    103 30 56.     (W)     SCALED    
 GL1030* NAVD 88     -      1488.744  (meters)    4884.32   (feet)  ADJUSTED  
 GL1030  ___________________________________________________________________
 GL1030  GEOID HEIGHT-         -21.12  (meters)                     GEOID03
 GL1030  DYNAMIC HT  -        1486.966 (meters)    4878.49  (feet)  COMP
 GL1030  MODELED GRAV-     979,385.8   (mgal)                       NAVD 88
 GL1030
 GL1030  VERT ORDER  -  SECOND    CLASS 0
 GL1030
 GL1030.The horizontal coordinates were scaled from a topographic map and have
 GL1030.an estimated accuracy of +/- 6 seconds.
 GL1030
 GL1030.The orthometric height was determined by differential leveling
 GL1030.and adjusted by the National Geodetic Survey in June 1991..
 GL1030
 GL1030.The geoid height was determined by GEOID03.
 GL1030
 GL1030.The dynamic height is computed by dividing the NAVD 88
 GL1030.geopotential number by the normal gravity value computed on the
 GL1030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL1030.degrees latitude (g = 980.6199 gals.).
 GL1030
 GL1030.The modeled gravity was interpolated from observed gravity values.
 GL1030
 GL1030;                    North         East    Units  Estimated Accuracy
 GL1030;SPC NM E     -   567,310.      238,620.      MT  (+/- 180 meters Scaled)
 GL1030
 GL1030                          SUPERSEDED SURVEY CONTROL
 GL1030
 GL1030  NGVD 29 (??/??/92) 1488.043  (m)         4882.02   (f) ADJ UNCH    2 0
 GL1030
 GL1030.Superseded values are not recommended for survey control.
 GL1030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1030.See file dsdata.txt to determine how the superseded data were derived.
 GL1030
 GL1030_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFV336974(NAD 83)
 GL1030_MARKER: DB = BENCH MARK DISK
 GL1030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL1030_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL1030_STAMPING: E 279 1955
 GL1030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL1030+STABILITY: SURFACE MOTION
 GL1030
 GL1030  HISTORY     - Date     Condition        Report By
 GL1030  HISTORY     - 1955     MONUMENTED       CGS
 GL1030
 GL1030                          STATION DESCRIPTION
 GL1030
 GL1030'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GL1030'11.4 MI SW FROM CLAPHAM.
 GL1030'2.1 MILES SOUTHWEST ALONG A GRADED DIRT ROAD FROM THE SCHOOL AT
 GL1030'CLAPHAM, THENCE 1.6 MILES SOUTH ALONG A GRADED DIRT ROAD, THENCE 2.6
 GL1030'MILES SOUTHWEST ALONG A GRADED DIRT ROAD, THENCE 5.1 MILES WEST ALONG
 GL1030'A GRADED DIRT ROAD, 39 FEET SOUTH OF THE CENTER LINE OF A ROAD, 2 FEET
 GL1030'EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 GL1030'PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0290 ***********************************************************************
 FN0290  DESIGNATION -  E 28
 FN0290  PID         -  FN0290
 FN0290  STATE/COUNTY-  NM/SANTA FE
 FN0290  USGS QUAD   -  GALISTEO (1966)
 FN0290
 FN0290                         *CURRENT SURVEY CONTROL
 FN0290  ___________________________________________________________________
 FN0290* NAD 83(1986)-  35 27 53.     (N)    105 54 01.     (W)     SCALED    
 FN0290* NAVD 88     -      1952.634  (meters)    6406.27   (feet)  ADJUSTED  
 FN0290  ___________________________________________________________________
 FN0290  GEOID HEIGHT-         -18.91  (meters)                     GEOID03
 FN0290  DYNAMIC HT  -        1949.927 (meters)    6397.39  (feet)  COMP
 FN0290  MODELED GRAV-     979,177.7   (mgal)                       NAVD 88
 FN0290
 FN0290  VERT ORDER  -  FIRST     CLASS II
 FN0290
 FN0290.The horizontal coordinates were scaled from a topographic map and have
 FN0290.an estimated accuracy of +/- 6 seconds.
 FN0290
 FN0290.The orthometric height was determined by differential leveling
 FN0290.and adjusted by the National Geodetic Survey in June 1991..
 FN0290
 FN0290.The geoid height was determined by GEOID03.
 FN0290
 FN0290.The dynamic height is computed by dividing the NAVD 88
 FN0290.geopotential number by the normal gravity value computed on the
 FN0290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FN0290.degrees latitude (g = 980.6199 gals.).
 FN0290
 FN0290.The modeled gravity was interpolated from observed gravity values.
 FN0290
 FN0290;                    North         East    Units  Estimated Accuracy
 FN0290;SPC NM C     -   495,180.      531,740.      MT  (+/- 180 meters Scaled)
 FN0290
 FN0290                          SUPERSEDED SURVEY CONTROL
 FN0290
 FN0290  NGVD 29 (??/??/92) 1951.635  (m)         6402.99   (f) ADJ UNCH    1 2
 FN0290
 FN0290.Superseded values are not recommended for survey control.
 FN0290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0290.See file dsdata.txt to determine how the superseded data were derived.
 FN0290
 FN0290_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV183249(NAD 83)
 FN0290_MARKER: DB = BENCH MARK DISK
 FN0290_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FN0290_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FN0290_STAMPING: 6402.989 E 28 1933
 FN0290_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FN0290+STABILITY: SURFACE MOTION
 FN0290
 FN0290  HISTORY     - Date     Condition        Report By
 FN0290  HISTORY     - UNK      MONUMENTED       CGS
 FN0290  HISTORY     - 1966     MARK NOT FOUND   USGS
 FN0290
 FN0290                          STATION DESCRIPTION
 FN0290
 FN0290'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 FN0290'1.5 MI SW FROM LAMY.
 FN0290'ABOUT 1.5 MILES SOUTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 FN0290'RAILWAY FROM LAMY, SANTA FE COUNTY, ABOUT 0.6 MILE NORTHEAST OF
 FN0290'SPIESS, ABOUT 8 POLES NORTHEAST OF MILEPOST 837, SOUTH OF THE CROSSING
 FN0290'OF STATE HIGHWAY 41, 39 FEET NORTHWEST OF THE CENTER LINE OF THE
 FN0290'TRACK, AND AT A FENCE CORNER.  A STANDARD DISK, STAMPED 6402.989 E 28
 FN0290'1933 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0971 ***********************************************************************
 GL0971  DESIGNATION -  E 280
 GL0971  PID         -  GL0971
 GL0971  STATE/COUNTY-  NM/UNION
 GL0971  USGS QUAD   -  ARAGON HILL (1977)
 GL0971
 GL0971                         *CURRENT SURVEY CONTROL
 GL0971  ___________________________________________________________________
 GL0971* NAD 83(1986)-  36 12 08.     (N)    103 47 11.     (W)     SCALED    
 GL0971* NAVD 88     -      1702.887  (meters)    5586.89   (feet)  ADJUSTED  
 GL0971  ___________________________________________________________________
 GL0971  GEOID HEIGHT-         -19.92  (meters)                     GEOID03
 GL0971  DYNAMIC HT  -        1700.808 (meters)    5580.07  (feet)  COMP
 GL0971  MODELED GRAV-     979,350.4   (mgal)                       NAVD 88
 GL0971
 GL0971  VERT ORDER  -  SECOND    CLASS 0
 GL0971
 GL0971.The horizontal coordinates were scaled from a topographic map and have
 GL0971.an estimated accuracy of +/- 6 seconds.
 GL0971
 GL0971.The orthometric height was determined by differential leveling
 GL0971.and adjusted by the National Geodetic Survey in June 1991..
 GL0971
 GL0971.The geoid height was determined by GEOID03.
 GL0971
 GL0971.The dynamic height is computed by dividing the NAVD 88
 GL0971.geopotential number by the normal gravity value computed on the
 GL0971.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0971.degrees latitude (g = 980.6199 gals.).
 GL0971
 GL0971.The modeled gravity was interpolated from observed gravity values.
 GL0971
 GL0971;                    North         East    Units  Estimated Accuracy
 GL0971;SPC NM E     -   577,090.      214,180.      MT  (+/- 180 meters Scaled)
 GL0971
 GL0971                          SUPERSEDED SURVEY CONTROL
 GL0971
 GL0971  NGVD 29 (??/??/92) 1702.127  (m)         5584.40   (f) ADJ UNCH    2 0
 GL0971
 GL0971.Superseded values are not recommended for survey control.
 GL0971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0971.See file dsdata.txt to determine how the superseded data were derived.
 GL0971
 GL0971_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA091070(NAD 83)
 GL0971_MARKER: DB = BENCH MARK DISK
 GL0971_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0971_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0971_STAMPING: E 280 1955
 GL0971_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0971+STABILITY: SURFACE MOTION
 GL0971
 GL0971  HISTORY     - Date     Condition        Report By
 GL0971  HISTORY     - 1955     MONUMENTED       CGS
 GL0971  HISTORY     - 1973     GOOD             USGS
 GL0971
 GL0971                          STATION DESCRIPTION
 GL0971
 GL0971'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GL0971'16.7 MI SE FROM GLADSTONE.
 GL0971'8.0 MILES EAST ALONG STATE HIGHWAY 58 FROM THE POST OFFICE AT
 GL0971'GLADSTONE, THENCE 5.6 MILES SOUTH ALONG STATE HIGHWAY 120, THENCE 2.1
 GL0971'MILES SOUTHEAST ALONG A GRADED DIRT ROAD, THENCE 1.0 MILE SOUTHEAST
 GL0971'ALONG A TRACK ROAD, 43 FEET NORTH OF THE CENTER LINE OF A ROAD, 38
 GL0971'FEET NORTH OF THE NORTH END OF A CATTLE GUARD, 2 FEET EAST OF A FENCE,
 GL0971'2 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 GL0971'WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.  NOTE-- STATE HIGHWAY 58 IS
 GL0971'NOW US HIGHWAY 56.
 GL0971
 GL0971                          STATION RECOVERY (1973)
 GL0971
 GL0971'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 GL0971'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0980 ***********************************************************************
 GL0980  DESIGNATION -  E 281
 GL0980  PID         -  GL0980
 GL0980  STATE/COUNTY-  NM/UNION
 GL0980  USGS QUAD   -  BEENHAM (1973)
 GL0980
 GL0980                         *CURRENT SURVEY CONTROL
 GL0980  ___________________________________________________________________
 GL0980* NAD 83(1986)-  36 07 44.     (N)    103 44 05.     (W)     SCALED    
 GL0980* NAVD 88     -      1662.942  (meters)    5455.84   (feet)  ADJUSTED  
 GL0980  ___________________________________________________________________
 GL0980  GEOID HEIGHT-         -20.25  (meters)                     GEOID03
 GL0980  DYNAMIC HT  -        1660.928 (meters)    5449.23  (feet)  COMP
 GL0980  MODELED GRAV-     979,361.8   (mgal)                       NAVD 88
 GL0980
 GL0980  VERT ORDER  -  SECOND    CLASS 0
 GL0980
 GL0980.The horizontal coordinates were scaled from a topographic map and have
 GL0980.an estimated accuracy of +/- 6 seconds.
 GL0980
 GL0980.The orthometric height was determined by differential leveling
 GL0980.and adjusted by the National Geodetic Survey in June 1991..
 GL0980
 GL0980.The geoid height was determined by GEOID03.
 GL0980
 GL0980.The dynamic height is computed by dividing the NAVD 88
 GL0980.geopotential number by the normal gravity value computed on the
 GL0980.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0980.degrees latitude (g = 980.6199 gals.).
 GL0980
 GL0980.The modeled gravity was interpolated from observed gravity values.
 GL0980
 GL0980;                    North         East    Units  Estimated Accuracy
 GL0980;SPC NM E     -   568,980.      218,880.      MT  (+/- 180 meters Scaled)
 GL0980
 GL0980                          SUPERSEDED SURVEY CONTROL
 GL0980
 GL0980  NGVD 29 (??/??/92) 1662.214  (m)         5453.45   (f) ADJ UNCH    2 0
 GL0980
 GL0980.Superseded values are not recommended for survey control.
 GL0980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0980.See file dsdata.txt to determine how the superseded data were derived.
 GL0980
 GL0980_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFV138989(NAD 83)
 GL0980_MARKER: DB = BENCH MARK DISK
 GL0980_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0980_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0980_STAMPING: E 281 1955
 GL0980_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0980+STABILITY: SURFACE MOTION
 GL0980
 GL0980  HISTORY     - Date     Condition        Report By
 GL0980  HISTORY     - 1955     MONUMENTED       CGS
 GL0980  HISTORY     - 1973     GOOD             USGS
 GL0980
 GL0980                          STATION DESCRIPTION
 GL0980
 GL0980'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 GL0980'23.85 MI SE FROM GLADSTONE.
 GL0980'8.0 MILES EAST ALONG U.S. HIGHWAY 56 FROM THE POST OFFICE AT
 GL0980'GLADSTONE, THENCE 5.6 MILES SOUTH ALONG STATE HIGHWAY 120, THENCE 2.1
 GL0980'MILES SOUTHEAST ALONG A GRADED DIRT ROAD, THENCE 8.0 MILES SOUTH ALONG
 GL0980'GRADED DIRT ROAD, THENCE 0.15 MILE EAST ALONG A TRACK ROAD, APPROX 100
 GL0980'FEET NORTH OF TRACK ROAD, 25 FEET SOUTHEAST OF THE CENTER LINE OF AN
 GL0980'ABANDONED ROAD, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5
 GL0980'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0730 ***********************************************************************
 GL0730  DESIGNATION -  E 282
 GL0730  PID         -  GL0730
 GL0730  STATE/COUNTY-  NM/UNION
 GL0730  USGS QUAD   -  TATE SCHOOL (1966)
 GL0730
 GL0730                         *CURRENT SURVEY CONTROL
 GL0730  ___________________________________________________________________
 GL0730* NAD 83(1986)-  36 18 14.     (N)    103 24 01.     (W)     SCALED    
 GL0730* NAVD 88     -      1605.415  (meters)    5267.10   (feet)  ADJUSTED  
 GL0730  ___________________________________________________________________
 GL0730  GEOID HEIGHT-         -21.38  (meters)                     GEOID03
 GL0730  DYNAMIC HT  -        1603.471 (meters)    5260.72  (feet)  COMP
 GL0730  MODELED GRAV-     979,364.1   (mgal)                       NAVD 88
 GL0730
 GL0730  VERT ORDER  -  SECOND    CLASS 0
 GL0730
 GL0730.The horizontal coordinates were scaled from a topographic map and have
 GL0730.an estimated accuracy of +/- 6 seconds.
 GL0730
 GL0730.The orthometric height was determined by differential leveling
 GL0730.and adjusted by the National Geodetic Survey in June 1991..
 GL0730
 GL0730.The geoid height was determined by GEOID03.
 GL0730
 GL0730.The dynamic height is computed by dividing the NAVD 88
 GL0730.geopotential number by the normal gravity value computed on the
 GL0730.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0730.degrees latitude (g = 980.6199 gals.).
 GL0730
 GL0730.The modeled gravity was interpolated from observed gravity values.
 GL0730
 GL0730;                    North         East    Units  Estimated Accuracy
 GL0730;SPC NM E     -   588,640.      248,800.      MT  (+/- 180 meters Scaled)
 GL0730
 GL0730                          SUPERSEDED SURVEY CONTROL
 GL0730
 GL0730  NGVD 29 (??/??/92) 1604.646  (m)         5264.58   (f) ADJ UNCH    2 0
 GL0730
 GL0730.Superseded values are not recommended for survey control.
 GL0730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0730.See file dsdata.txt to determine how the superseded data were derived.
 GL0730
 GL0730_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA436188(NAD 83)
 GL0730_MARKER: DB = BENCH MARK DISK
 GL0730_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0730_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0730_STAMPING: E 282 1955
 GL0730_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0730+STABILITY: SURFACE MOTION
 GL0730
 GL0730  HISTORY     - Date     Condition        Report By
 GL0730  HISTORY     - 1955     MONUMENTED       CGS
 GL0730
 GL0730                          STATION DESCRIPTION
 GL0730
 GL0730'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GL0730'22.8 MI SW FROM CLAYTON.
 GL0730'16.6 MILES SOUTHWEST ALONG STATE HIGHWAY 58 FROM THE COLORADO AND
 GL0730'SOUTHERN RAILROAD STATION AT CLAYTON, THENCE 0.6 MILE SOUTH ALONG A
 GL0730'GRADED DIRT ROAD, THENCE 0.2 MILE WEST ALONG OLD STATE HIGHWAY 58,
 GL0730'THENCE 1.2 MILES SOUTH ALONG OLD STATE HIGHWAY 58, THENCE 2.4 MILES
 GL0730'SOUTHEAST ALONG A TRACK ROAD, THENCE 0.6 MILE SOUTH ALONG A TRACK
 GL0730'ROAD, THENCE 1.2 MILES SOUTHEAST ALONG A TRACK ROAD, 100 FEET NORTH OF
 GL0730'THE CENTER LINE OF A ROAD, 18.7 FEET WEST OF THE SOUTHWEST CORNER OF
 GL0730'AN ABANDONED SCHOOLHOUSE, 2.5 FEET SOUTH OF A WITNESS POST, SET IN THE
 GL0730'TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND..
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0503 ***********************************************************************
 FM0503  DESIGNATION -  E 283
 FM0503  PID         -  FM0503
 FM0503  STATE/COUNTY-  NM/UNION
 FM0503  USGS QUAD   -  AMISTAD (1971)
 FM0503
 FM0503                         *CURRENT SURVEY CONTROL
 FM0503  ___________________________________________________________________
 FM0503* NAD 83(1986)-  35 55 43.     (N)    103 10 42.     (W)     SCALED    
 FM0503* NAVD 88     -      1379.258  (meters)    4525.12   (feet)  ADJUSTED  
 FM0503  ___________________________________________________________________
 FM0503  GEOID HEIGHT-         -22.69  (meters)                     GEOID03
 FM0503  DYNAMIC HT  -        1377.611 (meters)    4519.71  (feet)  COMP
 FM0503  MODELED GRAV-     979,390.1   (mgal)                       NAVD 88
 FM0503
 FM0503  VERT ORDER  -  SECOND    CLASS 0
 FM0503
 FM0503.The horizontal coordinates were scaled from a topographic map and have
 FM0503.an estimated accuracy of +/- 6 seconds.
 FM0503
 FM0503.The orthometric height was determined by differential leveling
 FM0503.and adjusted by the National Geodetic Survey in June 1991..
 FM0503
 FM0503.The geoid height was determined by GEOID03.
 FM0503
 FM0503.The dynamic height is computed by dividing the NAVD 88
 FM0503.geopotential number by the normal gravity value computed on the
 FM0503.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0503.degrees latitude (g = 980.6199 gals.).
 FM0503
 FM0503.The modeled gravity was interpolated from observed gravity values.
 FM0503
 FM0503;                    North         East    Units  Estimated Accuracy
 FM0503;SPC NM E     -   547,210.      269,230.      MT  (+/- 180 meters Scaled)
 FM0503
 FM0503                          SUPERSEDED SURVEY CONTROL
 FM0503
 FM0503  NGVD 29 (??/??/92) 1378.603  (m)         4522.97   (f) ADJ UNCH    2 0
 FM0503
 FM0503.Superseded values are not recommended for survey control.
 FM0503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0503.See file dsdata.txt to determine how the superseded data were derived.
 FM0503
 FM0503_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFV643775(NAD 83)
 FM0503_MARKER: DB = BENCH MARK DISK
 FM0503_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0503_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0503_STAMPING: E 283 1955
 FM0503_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0503+STABILITY: SURFACE MOTION
 FM0503
 FM0503  HISTORY     - Date     Condition        Report By
 FM0503  HISTORY     - 1955     MONUMENTED       CGS
 FM0503
 FM0503                          STATION DESCRIPTION
 FM0503
 FM0503'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 FM0503'1.7 MI N FROM AMISTAD.
 FM0503'0.3 MILE WEST ALONG AN OILED ROAD FROM THE PUBLIC SCHOOL AT AMISTAD,
 FM0503'THENCE 1.4 MILES NORTH ALONG STATE HIGHWAY 18, 56 FEET NORTH OF THE
 FM0503'CENTER LINE OF THE HIGHWAY, 66 FEET WEST OF A FENCE, 11.3 FEET
 FM0503'NORTHEAST OF A VERTICAL SECTION OF RAIL, 2.2 FEET NORTH OF A FENCE,
 FM0503'2.7 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 FM0503'WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0834 ***********************************************************************
 GL0834  DESIGNATION -  E 284
 GL0834  PID         -  GL0834
 GL0834  STATE/COUNTY-  NM/UNION
 GL0834  USGS QUAD   -  CLAYTON SW (1970)
 GL0834
 GL0834                         *CURRENT SURVEY CONTROL
 GL0834  ___________________________________________________________________
 GL0834* NAD 83(1986)-  36 21 04.     (N)    103 07 49.     (W)     SCALED    
 GL0834* NAVD 88     -      1461.297  (meters)    4794.27   (feet)  ADJUSTED  
 GL0834  ___________________________________________________________________
 GL0834  GEOID HEIGHT-         -22.42  (meters)                     GEOID03
 GL0834  DYNAMIC HT  -        1459.567 (meters)    4788.60  (feet)  COMP
 GL0834  MODELED GRAV-     979,397.4   (mgal)                       NAVD 88
 GL0834
 GL0834  VERT ORDER  -  SECOND    CLASS 0
 GL0834
 GL0834.The horizontal coordinates were scaled from a topographic map and have
 GL0834.an estimated accuracy of +/- 6 seconds.
 GL0834
 GL0834.The orthometric height was determined by differential leveling
 GL0834.and adjusted by the National Geodetic Survey in June 1991..
 GL0834
 GL0834.The geoid height was determined by GEOID03.
 GL0834
 GL0834.The dynamic height is computed by dividing the NAVD 88
 GL0834.geopotential number by the normal gravity value computed on the
 GL0834.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0834.degrees latitude (g = 980.6199 gals.).
 GL0834
 GL0834.The modeled gravity was interpolated from observed gravity values.
 GL0834
 GL0834;                    North         East    Units  Estimated Accuracy
 GL0834;SPC NM E     -   594,150.      272,980.      MT  (+/- 180 meters Scaled)
 GL0834
 GL0834                          SUPERSEDED SURVEY CONTROL
 GL0834
 GL0834  NGVD 29 (??/??/92) 1460.593  (m)         4791.96   (f) ADJ UNCH    2 0
 GL0834
 GL0834.Superseded values are not recommended for survey control.
 GL0834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0834.See file dsdata.txt to determine how the superseded data were derived.
 GL0834
 GL0834_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA677245(NAD 83)
 GL0834_MARKER: DB = BENCH MARK DISK
 GL0834_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0834_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0834_STAMPING: E 284 1955
 GL0834_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0834+STABILITY: SURFACE MOTION
 GL0834
 GL0834  HISTORY     - Date     Condition        Report By
 GL0834  HISTORY     - 1955     MONUMENTED       CGS
 GL0834
 GL0834                          STATION DESCRIPTION
 GL0834
 GL0834'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GL0834'10.2 MI SE FROM CLAYTON.
 GL0834'7.4 MILES SOUTH ALONG STATE HIGHWAY 18 FROM THE COURTHOUSE AT CLAYTON,
 GL0834'THENCE 2.8 MILES EAST ALONG A GRADED DIRT ROAD, 22 FEET NORTH OF THE
 GL0834'CENTER LINE OF A ROAD, 3 FEET SOUTH OF A FENCE, 2.5 FEET WEST OF A
 GL0834'WITNESS POST, IN LINE WITH A FENCE LEADING SOUTH, SET IN THE TOP OF A
 GL0834'CONCRETE POST WHICH PROJECTS 0.7 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0734 ***********************************************************************
 FM0734  DESIGNATION -  E 286
 FM0734  PID         -  FM0734
 FM0734  STATE/COUNTY-  NM/HARDING
 FM0734  USGS QUAD   -  BUEYEROS NE (1973)
 FM0734
 FM0734                         *CURRENT SURVEY CONTROL
 FM0734  ___________________________________________________________________
 FM0734* NAD 83(1986)-  35 59 56.     (N)    103 35 39.     (W)     SCALED    
 FM0734* NAVD 88     -      1448.600  (meters)    4752.62   (feet)  ADJUSTED  
 FM0734  ___________________________________________________________________
 FM0734  GEOID HEIGHT-         -21.04  (meters)                     GEOID03
 FM0734  DYNAMIC HT  -        1446.883 (meters)    4746.98  (feet)  COMP
 FM0734  MODELED GRAV-     979,396.2   (mgal)                       NAVD 88
 FM0734
 FM0734  VERT ORDER  -  SECOND    CLASS 0
 FM0734
 FM0734.The horizontal coordinates were scaled from a topographic map and have
 FM0734.an estimated accuracy of +/- 6 seconds.
 FM0734
 FM0734.The orthometric height was determined by differential leveling
 FM0734.and adjusted by the National Geodetic Survey in June 1991..
 FM0734
 FM0734.The geoid height was determined by GEOID03.
 FM0734
 FM0734.The dynamic height is computed by dividing the NAVD 88
 FM0734.geopotential number by the normal gravity value computed on the
 FM0734.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0734.degrees latitude (g = 980.6199 gals.).
 FM0734
 FM0734.The modeled gravity was interpolated from observed gravity values.
 FM0734
 FM0734;                    North         East    Units  Estimated Accuracy
 FM0734;SPC NM E     -   554,650.      231,640.      MT  (+/- 180 meters Scaled)
 FM0734
 FM0734                          SUPERSEDED SURVEY CONTROL
 FM0734
 FM0734  NGVD 29 (??/??/92) 1447.935  (m)         4750.43   (f) ADJ UNCH    2 0
 FM0734
 FM0734.Superseded values are not recommended for survey control.
 FM0734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0734.See file dsdata.txt to determine how the superseded data were derived.
 FM0734
 FM0734_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFV267847(NAD 83)
 FM0734_MARKER: DB = BENCH MARK DISK
 FM0734_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0734_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0734_STAMPING: E 286 1955
 FM0734_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0734+STABILITY: SURFACE MOTION
 FM0734
 FM0734  HISTORY     - Date     Condition        Report By
 FM0734  HISTORY     - 1955     MONUMENTED       CGS
 FM0734
 FM0734                          STATION DESCRIPTION
 FM0734
 FM0734'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 FM0734'6.0 MI E FROM BUEYEROS.
 FM0734'6.0 MILES EAST ALONG STATE HIGHWAY 57 FROM THE POST OFFICE AT
 FM0734'BUEYEROS, 400 FEET EAST OF A JUNCTION WITH A DIRT ROAD LEADING NORTH,
 FM0734'150 FEET EAST OF THE TOP OF A RIDGE, 48 FEET SOUTH OF THE CENTER LINE
 FM0734'OF THE HIGHWAY, 2.5 FEET EAST OF A WITNESS POST, 2 FEET NORTH OF A
 FM0734'FENCE, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE
 FM0734'THE GROUND.  NOTE-- STATE HIGHWAY 57 IS NOW STATE HIGHWAY 102.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0574 ***********************************************************************
 FM0574  DESIGNATION -  E 287
 FM0574  PID         -  FM0574
 FM0574  STATE/COUNTY-  NM/HARDING
 FM0574  USGS QUAD   -  COTTONWOOD SPRINGS (1966)
 FM0574
 FM0574                         *CURRENT SURVEY CONTROL
 FM0574  ___________________________________________________________________
 FM0574* NAD 83(1986)-  35 59 55.     (N)    103 23 55.     (W)     SCALED    
 FM0574* NAVD 88     -      1524.974  (meters)    5003.19   (feet)  ADJUSTED  
 FM0574  ___________________________________________________________________
 FM0574  GEOID HEIGHT-         -21.68  (meters)                     GEOID03
 FM0574  DYNAMIC HT  -        1523.146 (meters)    4997.19  (feet)  COMP
 FM0574  MODELED GRAV-     979,379.6   (mgal)                       NAVD 88
 FM0574
 FM0574  VERT ORDER  -  SECOND    CLASS 0
 FM0574
 FM0574.The horizontal coordinates were scaled from a topographic map and have
 FM0574.an estimated accuracy of +/- 6 seconds.
 FM0574
 FM0574.The orthometric height was determined by differential leveling
 FM0574.and adjusted by the National Geodetic Survey in June 1991..
 FM0574
 FM0574.The geoid height was determined by GEOID03.
 FM0574
 FM0574.The dynamic height is computed by dividing the NAVD 88
 FM0574.geopotential number by the normal gravity value computed on the
 FM0574.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0574.degrees latitude (g = 980.6199 gals.).
 FM0574
 FM0574.The modeled gravity was interpolated from observed gravity values.
 FM0574
 FM0574;                    North         East    Units  Estimated Accuracy
 FM0574;SPC NM E     -   554,770.      249,270.      MT  (+/- 180 meters Scaled)
 FM0574
 FM0574                          SUPERSEDED SURVEY CONTROL
 FM0574
 FM0574  NGVD 29 (??/??/92) 1524.289  (m)         5000.94   (f) ADJ UNCH    2 0
 FM0574
 FM0574.Superseded values are not recommended for survey control.
 FM0574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0574.See file dsdata.txt to determine how the superseded data were derived.
 FM0574
 FM0574_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFV443849(NAD 83)
 FM0574_MARKER: DB = BENCH MARK DISK
 FM0574_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0574_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0574_STAMPING: E 287 1955
 FM0574_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0574+STABILITY: SURFACE MOTION
 FM0574
 FM0574  HISTORY     - Date     Condition        Report By
 FM0574  HISTORY     - 1955     MONUMENTED       CGS
 FM0574
 FM0574                          STATION DESCRIPTION
 FM0574
 FM0574'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 FM0574'17.0 MI E FROM BUEYEROS.
 FM0574'17.0 MILES EAST ALONG STATE HIGHWAY 57 FROM THE POST OFFICE AT
 FM0574'BUEYEROS, 0.1 MILE EAST OF A WIRE GATE, 200 FEET SOUTHEAST OF THE TOP
 FM0574'OF A HILL, 80 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 1.7 FEET
 FM0574'NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 FM0574'PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM1089 ***********************************************************************
 FM1089  DESIGNATION -  E 287 RESET
 FM1089  PID         -  FM1089
 FM1089  STATE/COUNTY-  NM/HARDING
 FM1089  USGS QUAD   -  COTTONWOOD SPRINGS (1966)
 FM1089
 FM1089                         *CURRENT SURVEY CONTROL
 FM1089  ___________________________________________________________________
 FM1089* NAD 83(1986)-  35 59 55.     (N)    103 23 55.     (W)     SCALED    
 FM1089* NAVD 88     -      1525.00   (+/-2cm)    5003.3    (feet)  VERTCON   
 FM1089  ___________________________________________________________________
 FM1089  GEOID HEIGHT-         -21.68  (meters)                     GEOID03
 FM1089
 FM1089  VERT ORDER  -  THIRD (See Below)
 FM1089
 FM1089.The horizontal coordinates were scaled from a topographic map and have
 FM1089.an estimated accuracy of +/- 6 seconds.
 FM1089
 FM1089.The NAVD 88 height was computed by applying the VERTCON shift value to
 FM1089.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FM1089.The vertical order pertains to the NGVD 29 superseded value.
 FM1089
 FM1089.The geoid height was determined by GEOID03.
 FM1089
 FM1089;                    North         East    Units  Estimated Accuracy
 FM1089;SPC NM E     -   554,770.      249,270.      MT  (+/- 180 meters Scaled)
 FM1089
 FM1089                          SUPERSEDED SURVEY CONTROL
 FM1089
 FM1089  NGVD 29 (06/15/00) 1524.32   (m)         5001.0    (f) RESET       3  
 FM1089
 FM1089.Superseded values are not recommended for survey control.
 FM1089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM1089.See file dsdata.txt to determine how the superseded data were derived.
 FM1089
 FM1089_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFV443849(NAD 83)
 FM1089_MARKER: DV = VERTICAL CONTROL DISK
 FM1089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM1089_SP_SET: CONCRETE POST
 FM1089_STAMPING: E 287 RESET 1978
 FM1089_MARK LOGO: NGS   
 FM1089_MAGNETIC: N = NO MAGNETIC MATERIAL
 FM1089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM1089+STABILITY: SURFACE MOTION
 FM1089
 FM1089  HISTORY     - Date     Condition        Report By
 FM1089  HISTORY     - 1978     MONUMENTED       NMHD
 FM1089
 FM1089                          STATION DESCRIPTION
 FM1089
 FM1089'DESCRIBED BY NM HIGHWAY DEPT 1978
 FM1089'17.0 MILES EAST ALONG STATE HIGHWAY 102 (FORMERLY S.R. 57), FROM THE
 FM1089'POST OFFICE IN BUEYEROS, 0.1 MILE EAST OF A WIRE GATE, 200 FEET
 FM1089'SOUTHEAST OF THE TOP OF A HILL, AND 76 FEET SOUTH OF THE CENTERLINE
 FM1089'OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0879 ***********************************************************************
 GL0879  DESIGNATION -  E 288
 GL0879  PID         -  GL0879
 GL0879  STATE/COUNTY-  NM/UNION
 GL0879  USGS QUAD   -  GLADSTONE NW (1973)
 GL0879
 GL0879                         *CURRENT SURVEY CONTROL
 GL0879  ___________________________________________________________________
 GL0879* NAD 83(1992)-  36 27 04.16004(N)    103 54 02.51855(W)     ADJUSTED  
 GL0879* NAVD 88     -      1915.030  (meters)    6282.89   (feet)  ADJUSTED  
 GL0879  ___________________________________________________________________
 GL0879  LAPLACE CORR-          -3.74  (seconds)                    DEFLEC99
 GL0879  GEOID HEIGHT-         -19.16  (meters)                     GEOID03
 GL0879  DYNAMIC HT  -        1912.650 (meters)    6275.09  (feet)  COMP
 GL0879  MODELED GRAV-     979,319.9   (mgal)                       NAVD 88
 GL0879
 GL0879  HORZ ORDER  -  THIRD
 GL0879  VERT ORDER  -  SECOND    CLASS 0
 GL0879
 GL0879.The horizontal coordinates were established by classical geodetic methods
 GL0879.and adjusted by the National Geodetic Survey in December 1993..
 GL0879.No horizontal observational check was made to the station.
 GL0879
 GL0879.The orthometric height was determined by differential leveling
 GL0879.and adjusted by the National Geodetic Survey in June 1991..
 GL0879
 GL0879.The Laplace correction was computed from DEFLEC99 derived deflections.
 GL0879
 GL0879.The geoid height was determined by GEOID03.
 GL0879
 GL0879.The dynamic height is computed by dividing the NAVD 88
 GL0879.geopotential number by the normal gravity value computed on the
 GL0879.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0879.degrees latitude (g = 980.6199 gals.).
 GL0879
 GL0879.The modeled gravity was interpolated from observed gravity values.
 GL0879
 GL0879;                    North         East     Units Scale Factor Converg.
 GL0879;SPC NM E     -   604,662.033   203,781.046   MT  0.99992761   +0 15 25.4
 GL0879;SPC NM E     - 1,983,795.35    668,571.65   sFT  0.99992761   +0 15 25.4
 GL0879;UTM  13      - 4,034,551.615   598,511.729   MT  0.99971956   +0 39 11.5
 GL0879
 GL0879!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GL0879!SPC NM E     -   0.99970255  x   0.99992761  =   0.99963018
 GL0879!UTM  13      -   0.99970255  x   0.99971956  =   0.99942219
 GL0879
 GL0879                          SUPERSEDED SURVEY CONTROL
 GL0879
 GL0879  NAD 83(1986)-  36 27 04.16826(N)    103 54 02.51535(W) AD(       ) 3
 GL0879  NAD 27      -  36 27 04.06800(N)    103 54 00.63160(W) AD(       ) 3
 GL0879  NGVD 29 (??/??/92) 1914.174  (m)         6280.09   (f) ADJ UNCH    2 0
 GL0879
 GL0879.Superseded values are not recommended for survey control.
 GL0879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0879.See file dsdata.txt to determine how the superseded data were derived.
 GL0879
 GL0879_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEA9851234552(NAD 83)
 GL0879_MARKER: DB = BENCH MARK DISK
 GL0879_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0879_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0879_STAMPING: E 288 1955
 GL0879_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0879+STABILITY: SURFACE MOTION
 GL0879
 GL0879  HISTORY     - Date     Condition        Report By
 GL0879  HISTORY     - 1955     MONUMENTED       CGS
 GL0879  HISTORY     - 1960     GOOD             CGS
 GL0879  HISTORY     - 1973     GOOD             USGS
 GL0879
 GL0879                          STATION DESCRIPTION
 GL0879
 GL0879'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GL0879'3.6 MI W FROM SOFIA.
 GL0879'2.1 MILES WEST ALONG A GRADED DIRT ROAD FROM THE SCHOOLHOUSE AT SOFIA,
 GL0879'THENCE 1.5 MILES WEST ALONG A TRACK ROAD, 155 FEET SOUTHWEST OF THE
 GL0879'SOUTHWEST CORNER OF A CATTLE GUARD, 133 FEET WEST OF A FENCE, 33 FEET
 GL0879'WEST OF THE CENTER LINE OF A TRACK ROAD LEADING SOUTH, 58 FEET SOUTH
 GL0879'OF THE CENTER LINE OF AN EAST AND WEST TRACK ROAD, 2 FEET WEST OF A
 GL0879'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4
 GL0879'FOOT ABOVE THE GROUND.  NOTE-- THE SCHOOL HOUSE AT SOFIA HAS BEEN
 GL0879'ABANDONED.  THE STARTING POINT IS NOW THE CROSSROADS AT SOFIA, WHICH
 GL0879'IS 0.4 MILE EAST OF THE SITE OF THE SCHOOL HOUSE.
 GL0879
 GL0879                          STATION RECOVERY (1960)
 GL0879
 GL0879'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HWK)
 GL0879'10-1/2 MILES NORTHEAST OF FARLEY AND 4 MILES WEST OF SOFIA,
 GL0879'55 FEET SOUTHEAST OF THE CENTER OF A GRADED ROAD AND 15 FEET
 GL0879'NORTHEAST OF A METAL WITNESS POST.
 GL0879'
 GL0879'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 GL0879'SOFIA, DISTANCE BEING 19.79 FEET (6.003 METERS) NORTHEAST
 GL0879'OF STATION SOFIA.  THE MARK IS A STANDARD U.S. COAST AND GEODETIC
 GL0879'SURVEY BENCH MARK DISK STAMPED E 288 1955, AND IS SET IN A
 GL0879'ROUND CONCRETE POST WHICH PROJECTS 4 INCHES.
 GL0879
 GL0879                          STATION RECOVERY (1973)
 GL0879
 GL0879'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 GL0879'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0893 ***********************************************************************
 GL0893  DESIGNATION -  E 289
 GL0893  PID         -  GL0893
 GL0893  STATE/COUNTY-  NM/UNION
 GL0893  USGS QUAD   -  TRIPOD MOUNTAIN (1973)
 GL0893
 GL0893                         *CURRENT SURVEY CONTROL
 GL0893  ___________________________________________________________________
 GL0893* NAD 83(1992)-  36 23 41.06757(N)    103 38 57.83896(W)     ADJUSTED  
 GL0893* NAVD 88     -      1794.552  (meters)    5887.63   (feet)  ADJUSTED  
 GL0893  ___________________________________________________________________
 GL0893  LAPLACE CORR-          -7.71  (seconds)                    DEFLEC99
 GL0893  GEOID HEIGHT-         -20.08  (meters)                     GEOID03
 GL0893  DYNAMIC HT  -        1792.354 (meters)    5880.41  (feet)  COMP
 GL0893  MODELED GRAV-     979,342.3   (mgal)                       NAVD 88
 GL0893
 GL0893  HORZ ORDER  -  THIRD
 GL0893  VERT ORDER  -  SECOND    CLASS 0
 GL0893
 GL0893.The horizontal coordinates were established by classical geodetic methods
 GL0893.and adjusted by the National Geodetic Survey in December 1993..
 GL0893.No horizontal observational check was made to the station.
 GL0893
 GL0893.The orthometric height was determined by differential leveling
 GL0893.and adjusted by the National Geodetic Survey in June 1991..
 GL0893
 GL0893.The Laplace correction was computed from DEFLEC99 derived deflections.
 GL0893
 GL0893.The geoid height was determined by GEOID03.
 GL0893
 GL0893.The dynamic height is computed by dividing the NAVD 88
 GL0893.geopotential number by the normal gravity value computed on the
 GL0893.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0893.degrees latitude (g = 980.6199 gals.).
 GL0893
 GL0893.The modeled gravity was interpolated from observed gravity values.
 GL0893
 GL0893;                    North         East     Units Scale Factor Converg.
 GL0893;SPC NM E     -   598,532.737   226,352.054   MT  0.99995545   +0 24 21.0
 GL0893;SPC NM E     - 1,963,686.15    742,623.36   sFT  0.99995545   +0 24 21.0
 GL0893;UTM  13      - 4,028,579.565   621,120.221   MT  0.99978075   +0 48 05.3
 GL0893
 GL0893!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GL0893!SPC NM E     -   0.99972159  x   0.99995545  =   0.99967705
 GL0893!UTM  13      -   0.99972159  x   0.99978075  =   0.99950240
 GL0893
 GL0893                          SUPERSEDED SURVEY CONTROL
 GL0893
 GL0893  NAD 83(1986)-  36 23 41.07694(N)    103 38 57.83587(W) AD(       ) 3
 GL0893  NAD 27      -  36 23 40.97590(N)    103 38 55.98610(W) AD(       ) 3
 GL0893  NGVD 29 (??/??/92) 1793.728  (m)         5884.92   (f) ADJ UNCH    2 0
 GL0893
 GL0893.Superseded values are not recommended for survey control.
 GL0893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0893.See file dsdata.txt to determine how the superseded data were derived.
 GL0893
 GL0893_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA2112028580(NAD 83)
 GL0893_MARKER: DB = BENCH MARK DISK
 GL0893_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0893_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0893_STAMPING: E 289 1955
 GL0893_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0893+STABILITY: SURFACE MOTION
 GL0893
 GL0893  HISTORY     - Date     Condition        Report By
 GL0893  HISTORY     - 1955     MONUMENTED       CGS
 GL0893  HISTORY     - 1960     GOOD             CGS
 GL0893
 GL0893                          STATION DESCRIPTION
 GL0893
 GL0893'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GL0893'23.7 MI E FROM GLADSTONE.
 GL0893'18.5 MILES EAST ALONG STATE HIGHWAY 58 FROM THE POST OFFICE AT
 GL0893'GLADSTONE, THENCE 5.2 MILES NORTH ALONG STATE ROAD 120, AT THE TOP OF
 GL0893'A HILL, 108 FEET WEST OF THE CENTER LINE OF THE STATE ROAD, 222 FEET
 GL0893'NORTH OF A WINDMILL, 98 FEET NORTH OF THE CENTER LINE OF A FENCED LANE
 GL0893'LEADING WEST, 65 FEET WEST OF A POWER POLE, 2 FEET SOUTH OF A WITNESS
 GL0893'POST, IN LINE WITH A ROW OF POWER POLES, SET IN THE TOP OF A CONCRETE
 GL0893'POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.  NOTE-- STATE HIGHWAY
 GL0893'58 HAS BEEN CHANGED TO U.S. HIGHWAY 56.
 GL0893
 GL0893                          STATION RECOVERY (1960)
 GL0893
 GL0893'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HWK)
 GL0893'THE STATION IS APPROXIMATELY 5 MILES NORTH OF U.S. HIGHWAY 56,
 GL0893'2 MILES WEST OF THE SNYDER RANCH HEADQUARTERS, IN SECTION 17,
 GL0893'R-30-E, T-25-N, ON PROPERTY OWNED BY THE SNYDER RANCH.
 GL0893'
 GL0893'THE MARK IS A STANDARD U.S. COAST AND GEODETIC SURVEY BENCH
 GL0893'MARK DISK STAMPED E 289 1955, SET IN A ROUND CONCRETE POST
 GL0893'WHICH PROJECTS 7 INCHES.  IT IS 65 FEET WEST OF A POWER
 GL0893'POLE, 37 FEET NORTH OF A TRACK ROAD, 110 FEET WEST OF STATE
 GL0893'HIGHWAY 120 AND 1.9 FEET SOUTH OF A WOOD WITNESS POST.
 GL0893'
 GL0893'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 GL0893'SNYDER, THE DISTANCE BEING 17.991 METERS (59.03 FEET) NORTH
 GL0893'OF SNYDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0004 ***********************************************************************
 FO0004  DESIGNATION -  E 29
 FO0004  PID         -  FO0004
 FO0004  STATE/COUNTY-  NM/SANTA FE
 FO0004  USGS QUAD   -  AGUA FRIA (1993)
 FO0004
 FO0004                         *CURRENT SURVEY CONTROL
 FO0004  ___________________________________________________________________
 FO0004* NAD 83(1986)-  35 44 43.     (N)    106 03 49.     (W)     SCALED    
 FO0004* NAVD 88     -      1948.415  (meters)    6392.42   (feet)  ADJUSTED  
 FO0004  ___________________________________________________________________
 FO0004  GEOID HEIGHT-         -19.09  (meters)                     GEOID03
 FO0004  DYNAMIC HT  -        1945.706 (meters)    6383.54  (feet)  COMP
 FO0004  MODELED GRAV-     979,173.8   (mgal)                       NAVD 88
 FO0004
 FO0004  VERT ORDER  -  FIRST     CLASS II
 FO0004
 FO0004.The horizontal coordinates were scaled from a topographic map and have
 FO0004.an estimated accuracy of +/- 6 seconds.
 FO0004
 FO0004.The orthometric height was determined by differential leveling
 FO0004.and adjusted by the National Geodetic Survey in June 1991..
 FO0004
 FO0004.The geoid height was determined by GEOID03.
 FO0004
 FO0004.The dynamic height is computed by dividing the NAVD 88
 FO0004.geopotential number by the normal gravity value computed on the
 FO0004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0004.degrees latitude (g = 980.6199 gals.).
 FO0004
 FO0004.The modeled gravity was interpolated from observed gravity values.
 FO0004
 FO0004;                    North         East    Units  Estimated Accuracy
 FO0004;SPC NM C     -   526,270.      516,860.      MT  (+/- 180 meters Scaled)
 FO0004
 FO0004                          SUPERSEDED SURVEY CONTROL
 FO0004
 FO0004  NGVD 29 (??/??/92) 1947.350  (m)         6388.93   (f) ADJ UNCH    1 2
 FO0004
 FO0004.Superseded values are not recommended for survey control.
 FO0004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0004.See file dsdata.txt to determine how the superseded data were derived.
 FO0004
 FO0004_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV038562(NAD 83)
 FO0004_MARKER: DB = BENCH MARK DISK
 FO0004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FO0004_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FO0004_STAMPING: 6388.960 E 29 1933
 FO0004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO0004+STABILITY: SURFACE MOTION
 FO0004
 FO0004  HISTORY     - Date     Condition        Report By
 FO0004  HISTORY     - 1933     MONUMENTED       CGS
 FO0004  HISTORY     - 1934     GOOD             NGS
 FO0004
 FO0004                          STATION DESCRIPTION
 FO0004
 FO0004'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FO0004'10.9 MI NW FROM SANTA FE.
 FO0004'ABOUT 10.9 MILES NORTHWEST ALONG THE DENVER AND RIO GRANDE WESTERN
 FO0004'RAILROAD FROM SANTA FE, SANTA FE COUNTY, ABOUT 1.2 MILES SOUTHEAST OF
 FO0004'JACONA, 5 FEET WEST OF MILEPOST 395, AND 18 FEET SOUTH OF THE
 FO0004'CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED 6388.960 E 29 1933
 FO0004'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0076 ***********************************************************************
 GM0076  DESIGNATION -  E 290
 GM0076  PID         -  GM0076
 GM0076  STATE/COUNTY-  NM/COLFAX
 GM0076  USGS QUAD   -  TAYLOR SPRINGS (1965)
 GM0076
 GM0076                         *CURRENT SURVEY CONTROL
 GM0076  ___________________________________________________________________
 GM0076* NAD 83(1986)-  36 19 14.     (N)    104 25 16.     (W)     SCALED    
 GM0076* NAVD 88     -      1788.802  (meters)    5868.76   (feet)  ADJUSTED  
 GM0076  ___________________________________________________________________
 GM0076  GEOID HEIGHT-         -18.97  (meters)                     GEOID03
 GM0076  DYNAMIC HT  -        1786.547 (meters)    5861.36  (feet)  COMP
 GM0076  MODELED GRAV-     979,308.0   (mgal)                       NAVD 88
 GM0076
 GM0076  VERT ORDER  -  SECOND    CLASS 0
 GM0076
 GM0076.The horizontal coordinates were scaled from a topographic map and have
 GM0076.an estimated accuracy of +/- 6 seconds.
 GM0076
 GM0076.The orthometric height was determined by differential leveling
 GM0076.and adjusted by the National Geodetic Survey in June 1991..
 GM0076
 GM0076.The geoid height was determined by GEOID03.
 GM0076
 GM0076.The dynamic height is computed by dividing the NAVD 88
 GM0076.geopotential number by the normal gravity value computed on the
 GM0076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GM0076.degrees latitude (g = 980.6199 gals.).
 GM0076
 GM0076.The modeled gravity was interpolated from observed gravity values.
 GM0076
 GM0076;                    North         East    Units  Estimated Accuracy
 GM0076;SPC NM E     -   590,090.      157,120.      MT  (+/- 180 meters Scaled)
 GM0076
 GM0076                          SUPERSEDED SURVEY CONTROL
 GM0076
 GM0076  NGVD 29 (??/??/92) 1788.003  (m)         5866.14   (f) ADJ UNCH    2 0
 GM0076
 GM0076.Superseded values are not recommended for survey control.
 GM0076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0076.See file dsdata.txt to determine how the superseded data were derived.
 GM0076
 GM0076_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEA519196(NAD 83)
 GM0076_MARKER: DB = BENCH MARK DISK
 GM0076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GM0076_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GM0076_STAMPING: E 290 1956
 GM0076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GM0076+STABILITY: SURFACE MOTION
 GM0076
 GM0076  HISTORY     - Date     Condition        Report By
 GM0076  HISTORY     - 1956     MONUMENTED       CGS
 GM0076
 GM0076                          STATION DESCRIPTION
 GM0076
 GM0076'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 GM0076'4.2 MI E FROM TAYLOR SPRINGS.
 GM0076'4.2 MILES EAST ALONG STATE HIGHWAY 58 FROM THE SECTION FOREMANS HOUSE
 GM0076'AT TAYLOR SPRINGS, 105 YARDS NORTHWEST OF THE NORTHWEST CORNER OF A
 GM0076'WOODEN BRIDGE, 140 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 79
 GM0076'FEET WEST OF THE CENTER LINE OF A GRAVELED ROAD LEADING NORTH, 88 FEET
 GM0076'NORTHEAST OF A FENCE CORNER, 3 FEET SOUTHEAST OF A FENCE, 1.8 FEET
 GM0076'SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 GM0076'PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0156 ***********************************************************************
 FN0156  DESIGNATION -  E 291
 FN0156  PID         -  FN0156
 FN0156  STATE/COUNTY-  NM/SAN MIGUEL
 FN0156  USGS QUAD   -  MONTEZUMA (1961)
 FN0156
 FN0156                         *CURRENT SURVEY CONTROL
 FN0156  ___________________________________________________________________
 FN0156* NAD 83(1986)-  35 41 12.     (N)    105 21 34.     (W)     SCALED    
 FN0156* NAVD 88     -      2180.011  (meters)    7152.25   (feet)  ADJUSTED  
 FN0156  ___________________________________________________________________
 FN0156  GEOID HEIGHT-         -18.08  (meters)                     GEOID03
 FN0156  DYNAMIC HT  -        2176.927 (meters)    7142.13  (feet)  COMP
 FN0156  MODELED GRAV-     979,140.5   (mgal)                       NAVD 88
 FN0156
 FN0156  VERT ORDER  -  SECOND    CLASS 0
 FN0156
 FN0156.The horizontal coordinates were scaled from a topographic map and have
 FN0156.an estimated accuracy of +/- 6 seconds.
 FN0156
 FN0156.The orthometric height was determined by differential leveling
 FN0156.and adjusted by the National Geodetic Survey in June 1991..
 FN0156
 FN0156.The geoid height was determined by GEOID03.
 FN0156
 FN0156.The dynamic height is computed by dividing the NAVD 88
 FN0156.geopotential number by the normal gravity value computed on the
 FN0156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FN0156.degrees latitude (g = 980.6199 gals.).
 FN0156
 FN0156.The modeled gravity was interpolated from observed gravity values.
 FN0156
 FN0156;                    North         East    Units  Estimated Accuracy
 FN0156;SPC NM E     -   520,240.       72,120.      MT  (+/- 180 meters Scaled)
 FN0156
 FN0156                          SUPERSEDED SURVEY CONTROL
 FN0156
 FN0156  NGVD 29 (??/??/92) 2178.964  (m)         7148.82   (f) ADJ UNCH    2 0
 FN0156
 FN0156.Superseded values are not recommended for survey control.
 FN0156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0156.See file dsdata.txt to determine how the superseded data were derived.
 FN0156
 FN0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV674492(NAD 83)
 FN0156_MARKER: DB = BENCH MARK DISK
 FN0156_SETTING: 66 = SET IN ROCK OUTCROP
 FN0156_SP_SET: SET IN ROCK OUTCROP
 FN0156_STAMPING: E 291 1957
 FN0156_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FN0156+STABILITY: POSITION/ELEVATION WELL
 FN0156
 FN0156  HISTORY     - Date     Condition        Report By
 FN0156  HISTORY     - 1957     MONUMENTED       CGS
 FN0156  HISTORY     - 1985     GOOD             NMHD
 FN0156
 FN0156                          STATION DESCRIPTION
 FN0156
 FN0156'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FN0156'0.6 MI NW FROM GALLINAS.
 FN0156'0.6 MILE NORTHWEST ALONG STATE ROAD 65 FROM THE CATHOLIC CHURCH AT
 FN0156'GALLINAS, ON THE INSIDE OF A CURVE IN THE ROAD, ACROSS THE ROAD FROM
 FN0156'TWO ADOBE HOUSES, 95 FEET NORTH OF THE NORTH BANK OF GALLINAS CREEK,
 FN0156'92 YARDS SOUTHEAST OF THE CENTER OF A ROCKY WASH, ON THE SOUTHWEST
 FN0156'SLOPE OF A HILL, 33 FEET NORTHEAST OF THE CENTER LINE OF THE STATE
 FN0156'ROAD, 92 YARDS SOUTHEAST OF A STONE BRIDGE OVER A WASH, 150 YARDS
 FN0156'NORTHWEST OF A WOODEN BRIDGE ACROSS GALLINAS CREEK, 15 FEET ABOVE THE
 FN0156'LEVEL OF THE ROAD, 3 FEET ABOVE THE GROUND, SET IN THE TOP OF A 10X12
 FN0156'FOOT FLAT ROCK OUTCROP.  IN SECTION 21.  TOWNSHIP 17 NORTH, RANGE 15
 FN0156'EAST.
 FN0156
 FN0156                          STATION RECOVERY (1985)
 FN0156
 FN0156'RECOVERY NOTE BY NM HIGHWAY DEPT 1985
 FN0156'TO REACH THE MARK FROM THE INTERSECTION OF MILLS AVE AND HOT SPRINGS
 FN0156'BLVD (SR [65) IN LAS VEGAS PROCEED NORTHWESTERLY ALONG STATE ROAD 65,
 FN0156'11.6 MILES THROUGH THE HAMLET OF GALLINAS TO THE MARK, ABOUT 250'
 FN0156'SOUTH OF A BRIDGE OVER CANTON AUTO, ABOUT 35' EAST OF THE ROAD IN A
 FN0156'ROCK LEDGE ABOUT 15' ABOVE ROAD LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1071 ***********************************************************************
 GL1071  DESIGNATION -  E 291
 GL1071  PID         -  GL1071
 GL1071  STATE/COUNTY-  NM/UNION
 GL1071  USGS QUAD   -  WETHERLY LAKE (1973)
 GL1071
 GL1071                         *CURRENT SURVEY CONTROL
 GL1071  ___________________________________________________________________
 GL1071* NAD 83(1986)-  36 39 04.     (N)    103 43 43.     (W)     SCALED    
 GL1071* NAVD 88     -      1923.273  (meters)    6309.94   (feet)  ADJUSTED  
 GL1071  ___________________________________________________________________
 GL1071  GEOID HEIGHT-         -19.59  (meters)                     GEOID03
 GL1071  DYNAMIC HT  -        1920.896 (meters)    6302.14  (feet)  COMP
 GL1071  MODELED GRAV-     979,326.3   (mgal)                       NAVD 88
 GL1071
 GL1071  VERT ORDER  -  FIRST     CLASS II
 GL1071
 GL1071.The horizontal coordinates were scaled from a topographic map and have
 GL1071.an estimated accuracy of +/- 6 seconds.
 GL1071
 GL1071.The orthometric height was determined by differential leveling
 GL1071.and adjusted by the National Geodetic Survey in June 1991..
 GL1071
 GL1071.The geoid height was determined by GEOID03.
 GL1071
 GL1071.The dynamic height is computed by dividing the NAVD 88
 GL1071.geopotential number by the normal gravity value computed on the
 GL1071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL1071.degrees latitude (g = 980.6199 gals.).
 GL1071
 GL1071.The modeled gravity was interpolated from observed gravity values.
 GL1071
 GL1071;                    North         East    Units  Estimated Accuracy
 GL1071;SPC NM E     -   626,930.      219,070.      MT  (+/- 180 meters Scaled)
 GL1071
 GL1071                          SUPERSEDED SURVEY CONTROL
 GL1071
 GL1071  NGVD 29 (??/??/92) 1922.357  (m)         6306.93   (f) ADJ UNCH    1 2
 GL1071
 GL1071.Superseded values are not recommended for survey control.
 GL1071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1071.See file dsdata.txt to determine how the superseded data were derived.
 GL1071
 GL1071_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA136569(NAD 83)
 GL1071_MARKER: DB = BENCH MARK DISK
 GL1071_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL1071_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL1071_STAMPING: E 291 1955
 GL1071_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL1071+STABILITY: SURFACE MOTION
 GL1071
 GL1071  HISTORY     - Date     Condition        Report By
 GL1071  HISTORY     - 1955     MONUMENTED       CGS
 GL1071  HISTORY     - 1973     GOOD             USGS
 GL1071
 GL1071                          STATION DESCRIPTION
 GL1071
 GL1071'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 GL1071'7.7 MI NW FROM GRENVILLE.
 GL1071'GRENVILLE, 7.7 MILES NORTHWEST OF ALONG THE COLORADO AND SOUTHERN
 GL1071'RAILWAY, 0.2 MILE NORTHEAST OF A PROMINENT HILL, 89 FEET SOUTHWEST OF
 GL1071'MILEPOST 303, 98 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 2.2 FEET
 GL1071'SOUTHWEST OF THE RIGHT-OF-WAY FENCE, A STANDARD DISK STAMPED E 291
 GL1071'1955, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE
 GL1071'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1235 ***********************************************************************
 GL1235  DESIGNATION -  E 292
 GL1235  PID         -  GL1235
 GL1235  STATE/COUNTY-  NM/UNION
 GL1235  USGS QUAD   -  MALPIE MOUNTAIN (1972)
 GL1235
 GL1235                         *CURRENT SURVEY CONTROL
 GL1235  ___________________________________________________________________
 GL1235* NAD 83(1986)-  36 37 26.     (N)    103 55 11.     (W)     SCALED    
 GL1235* NAVD 88     -      2047.661  (meters)    6718.03   (feet)  ADJUSTED  
 GL1235  ___________________________________________________________________
 GL1235  GEOID HEIGHT-         -19.01  (meters)                     GEOID03
 GL1235  DYNAMIC HT  -        2045.064 (meters)    6709.51  (feet)  COMP
 GL1235  MODELED GRAV-     979,289.1   (mgal)                       NAVD 88
 GL1235
 GL1235  VERT ORDER  -  SECOND    CLASS 0
 GL1235
 GL1235.The horizontal coordinates were scaled from a topographic map and have
 GL1235.an estimated accuracy of +/- 6 seconds.
 GL1235
 GL1235.The orthometric height was determined by differential leveling
 GL1235.and adjusted by the National Geodetic Survey in June 1991..
 GL1235
 GL1235.The geoid height was determined by GEOID03.
 GL1235
 GL1235.The dynamic height is computed by dividing the NAVD 88
 GL1235.geopotential number by the normal gravity value computed on the
 GL1235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL1235.degrees latitude (g = 980.6199 gals.).
 GL1235
 GL1235.The modeled gravity was interpolated from observed gravity values.
 GL1235
 GL1235;                    North         East    Units  Estimated Accuracy
 GL1235;SPC NM E     -   623,820.      201,990.      MT  (+/- 180 meters Scaled)
 GL1235
 GL1235                          SUPERSEDED SURVEY CONTROL
 GL1235
 GL1235  NGVD 29 (??/??/92) 2046.681  (m)         6714.82   (f) ADJ UNCH    2 0
 GL1235
 GL1235.Superseded values are not recommended for survey control.
 GL1235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1235.See file dsdata.txt to determine how the superseded data were derived.
 GL1235
 GL1235_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEA965536(NAD 83)
 GL1235_MARKER: DB = BENCH MARK DISK
 GL1235_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL1235_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL1235_STAMPING: E 292 1955
 GL1235_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL1235+STABILITY: SURFACE MOTION
 GL1235
 GL1235  HISTORY     - Date     Condition        Report By
 GL1235  HISTORY     - 1955     MONUMENTED       CGS
 GL1235
 GL1235                          STATION DESCRIPTION
 GL1235
 GL1235'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GL1235'12.4 MI S FROM CAPULIN.
 GL1235'3.0 MILES EAST ALONG U.S. HIGHWAYS 64 AND 87 FROM THE POST OFFICE AT
 GL1235'CAPULIN, THENCE 8.45 MILES SOUTH ALONG A GRADED DIRT ROAD, THENCE 0.95
 GL1235'MILE SOUTHEAST ALONG A TRACK ROAD, 0.25 MILE SOUTHEAST OF A LAKE BED,
 GL1235'68 FEET SOUTH OF THE CENTER LINE OF A ROAD, 2 FEET EAST OF A WITNESS
 GL1235'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE
 GL1235'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0188 ***********************************************************************
 FN0188  DESIGNATION -  E 292
 FN0188  PID         -  FN0188
 FN0188  STATE/COUNTY-  NM/SAN MIGUEL
 FN0188  USGS QUAD   -  EL PORVENIR (1961)
 FN0188
 FN0188                         *CURRENT SURVEY CONTROL
 FN0188  ___________________________________________________________________
 FN0188* NAD 83(1986)-  35 38 27.     (N)    105 25 10.     (W)     SCALED    
 FN0188* NAVD 88     -      2167.201  (meters)    7110.23   (feet)  ADJUSTED  
 FN0188  ___________________________________________________________________
 FN0188  GEOID HEIGHT-         -18.03  (meters)                     GEOID03
 FN0188  DYNAMIC HT  -        2164.134 (meters)    7100.16  (feet)  COMP
 FN0188  MODELED GRAV-     979,140.1   (mgal)                       NAVD 88
 FN0188
 FN0188  VERT ORDER  -  SECOND    CLASS 0
 FN0188
 FN0188.The horizontal coordinates were scaled from a topographic map and have
 FN0188.an estimated accuracy of +/- 6 seconds.
 FN0188
 FN0188.The orthometric height was determined by differential leveling
 FN0188.and adjusted by the National Geodetic Survey in June 1991..
 FN0188
 FN0188.The geoid height was determined by GEOID03.
 FN0188
 FN0188.The dynamic height is computed by dividing the NAVD 88
 FN0188.geopotential number by the normal gravity value computed on the
 FN0188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FN0188.degrees latitude (g = 980.6199 gals.).
 FN0188
 FN0188.The modeled gravity was interpolated from observed gravity values.
 FN0188
 FN0188;                    North         East    Units  Estimated Accuracy
 FN0188;SPC NM E     -   515,210.       66,640.      MT  (+/- 180 meters Scaled)
 FN0188
 FN0188                          SUPERSEDED SURVEY CONTROL
 FN0188
 FN0188  NGVD 29 (??/??/92) 2166.157  (m)         7106.80   (f) ADJ UNCH    2 0
 FN0188
 FN0188.Superseded values are not recommended for survey control.
 FN0188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0188.See file dsdata.txt to determine how the superseded data were derived.
 FN0188
 FN0188_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV620441(NAD 83)
 FN0188_MARKER: DB = BENCH MARK DISK
 FN0188_SETTING: 66 = SET IN ROCK OUTCROP
 FN0188_SP_SET: SET IN ROCK OUTCROP
 FN0188_STAMPING: E 292 1957
 FN0188_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FN0188+STABILITY: POSITION/ELEVATION WELL
 FN0188
 FN0188  HISTORY     - Date     Condition        Report By
 FN0188  HISTORY     - 1957     MONUMENTED       CGS
 FN0188
 FN0188                          STATION DESCRIPTION
 FN0188
 FN0188'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FN0188'6.45 MI S FROM LAS GALLINAS RANGER STATION.
 FN0188'0.65 MILE SOUTHEAST ALONG STATE ROAD 65 FROM LAS GALLINAS RANGER
 FN0188'STATION, THENCE 5.8 MILES SOUTH ALONG A WINDING DIRT ROAD, 0.25 MILE
 FN0188'NORTH OF A JUNCTION WITH A DIRT ROAD LEADING SOUTHWEST TO THE FLYING B
 FN0188'RANCH, 0.1 MILE NORTH OF A FENCE, AT THE FOOT OF A STEEP HILL, 46 FEET
 FN0188'EAST OF THE CENTER LINE OF THE ROAD, 5 FEET NORTHEAST OF THE SOUTHWEST
 FN0188'EDGE OF A GRANITE OUTCROP, 1 FOOT BELOW THE LEVEL OF THE ROAD, 2.5
 FN0188'FEET ABOVE THE BOTTOM OF A CREEK BED, 0.85 MILE NORTH OF BENCH MARK F
 FN0188'292, SET IN THE TOP OF A LARGE GRANITE OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0910 ***********************************************************************
 GL0910  DESIGNATION -  E 293
 GL0910  PID         -  GL0910
 GL0910  STATE/COUNTY-  NM/UNION
 GL0910  USGS QUAD   -  GLADSTONE NW (1973)
 GL0910
 GL0910                         *CURRENT SURVEY CONTROL
 GL0910  ___________________________________________________________________
 GL0910* NAD 83(1986)-  36 22 42.     (N)    103 53 23.     (W)     SCALED    
 GL0910* NAVD 88     -      1923.628  (meters)    6311.10   (feet)  ADJUSTED  
 GL0910  ___________________________________________________________________
 GL0910  GEOID HEIGHT-         -19.28  (meters)                     GEOID03
 GL0910  DYNAMIC HT  -        1921.265 (meters)    6303.35  (feet)  COMP
 GL0910  MODELED GRAV-     979,333.9   (mgal)                       NAVD 88
 GL0910
 GL0910  VERT ORDER  -  SECOND    CLASS 0
 GL0910
 GL0910.The horizontal coordinates were scaled from a topographic map and have
 GL0910.an estimated accuracy of +/- 6 seconds.
 GL0910
 GL0910.The orthometric height was determined by differential leveling
 GL0910.and adjusted by the National Geodetic Survey in June 1991..
 GL0910
 GL0910.The geoid height was determined by GEOID03.
 GL0910
 GL0910.The dynamic height is computed by dividing the NAVD 88
 GL0910.geopotential number by the normal gravity value computed on the
 GL0910.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0910.degrees latitude (g = 980.6199 gals.).
 GL0910
 GL0910.The modeled gravity was interpolated from observed gravity values.
 GL0910
 GL0910;                    North         East    Units  Estimated Accuracy
 GL0910;SPC NM E     -   596,590.      204,800.      MT  (+/- 180 meters Scaled)
 GL0910
 GL0910                          SUPERSEDED SURVEY CONTROL
 GL0910
 GL0910  NGVD 29 (??/??/92) 1922.822  (m)         6308.46   (f) ADJ UNCH    2 0
 GL0910
 GL0910.Superseded values are not recommended for survey control.
 GL0910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0910.See file dsdata.txt to determine how the superseded data were derived.
 GL0910
 GL0910_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEA995264(NAD 83)
 GL0910_MARKER: DB = BENCH MARK DISK
 GL0910_SETTING: 66 = SET IN ROCK OUTCROP
 GL0910_SP_SET: LAVA ROCK OUTCROP
 GL0910_STAMPING: E 293 1955
 GL0910_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GL0910+STABILITY: POSITION/ELEVATION WELL
 GL0910
 GL0910  HISTORY     - Date     Condition        Report By
 GL0910  HISTORY     - 1955     MONUMENTED       CGS
 GL0910
 GL0910                          STATION DESCRIPTION
 GL0910
 GL0910'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GL0910'8.15 MI SW FROM SOFIA.
 GL0910'0.4 MILE EAST ALONG A GRAVELED ROAD FROM THE SCHOOLHOUSE AT SOFIA,
 GL0910'THENCE 1.0 MILE SOUTH ALONG A GRADED DIRT ROAD, THENCE 1.0 MILE WEST
 GL0910'ALONG A GRADED DIRT ROAD, THENCE 0.9 MILE SOUTH ALONG A TRACK ROAD,
 GL0910'THENCE 1.0 MILE WEST ALONG A TRACK ROAD, THENCE 1.0 MILE SOUTH ALONG A
 GL0910'DIM FIELD ROAD, THENCE 0.2 MILE SOUTH ALONG A FENCE, THENCE 2.65 MILES
 GL0910'SOUTHWEST ALONG A DIM TRACK ROAD, 0.3 MILE SOUTH OF A WIRE GATE, 430
 GL0910'FEET WEST OF THE CENTER LINE OF A TRACK ROAD, 18 FEET EAST OF A
 GL0910'WITNESS POST, 1.7 FEET ABOVE THE GROUND, SET IN THE TOP OF A LAVA ROCK
 GL0910'OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0275 ***********************************************************************
 FN0275  DESIGNATION -  E 293
 FN0275  PID         -  FN0275
 FN0275  STATE/COUNTY-  NM/SAN MIGUEL
 FN0275  USGS QUAD   -  SAN JOSE (1989)
 FN0275
 FN0275                         *CURRENT SURVEY CONTROL
 FN0275  ___________________________________________________________________
 FN0275* NAD 83(1986)-  35 27 11.     (N)    105 29 19.     (W)     SCALED    
 FN0275* NAVD 88     -      1980.298  (meters)    6497.03   (feet)  ADJUSTED  
 FN0275  ___________________________________________________________________
 FN0275  GEOID HEIGHT-         -18.68  (meters)                     GEOID03
 FN0275  DYNAMIC HT  -        1977.570 (meters)    6488.08  (feet)  COMP
 FN0275  MODELED GRAV-     979,185.0   (mgal)                       NAVD 88
 FN0275
 FN0275  VERT ORDER  -  SECOND    CLASS 0
 FN0275
 FN0275.The horizontal coordinates were scaled from a topographic map and have
 FN0275.an estimated accuracy of +/- 6 seconds.
 FN0275
 FN0275.The orthometric height was determined by differential leveling
 FN0275.and adjusted by the National Geodetic Survey in June 1991..
 FN0275
 FN0275.The geoid height was determined by GEOID03.
 FN0275
 FN0275.The dynamic height is computed by dividing the NAVD 88
 FN0275.geopotential number by the normal gravity value computed on the
 FN0275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FN0275.degrees latitude (g = 980.6199 gals.).
 FN0275
 FN0275.The modeled gravity was interpolated from observed gravity values.
 FN0275
 FN0275;                    North         East    Units  Estimated Accuracy
 FN0275;SPC NM E     -   494,450.       60,130.      MT  (+/- 180 meters Scaled)
 FN0275
 FN0275                          SUPERSEDED SURVEY CONTROL
 FN0275
 FN0275  NGVD 29 (??/??/92) 1979.367  (m)         6493.97   (f) ADJ UNCH    2 0
 FN0275
 FN0275.Superseded values are not recommended for survey control.
 FN0275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0275.See file dsdata.txt to determine how the superseded data were derived.
 FN0275
 FN0275_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV556233(NAD 83)
 FN0275_MARKER: DB = BENCH MARK DISK
 FN0275_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FN0275_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FN0275_STAMPING: E 293 1957
 FN0275_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FN0275+STABILITY: SURFACE MOTION
 FN0275
 FN0275  HISTORY     - Date     Condition        Report By
 FN0275  HISTORY     - 1957     MONUMENTED       CGS
 FN0275  HISTORY     - 19860401 GOOD             USGS
 FN0275
 FN0275                          STATION DESCRIPTION
 FN0275
 FN0275'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FN0275'4.35 MI NE FROM SANDS.
 FN0275'0.1 MILE NORTHEAST ACROSS A PASTURE FROM THE ATCHISON, TOPEKA AND
 FN0275'SANTA FE RAILROAD STATION SIGN AT SANDS, THENCE 0.45 MILE EAST ALONG
 FN0275'U.S. HIGHWAYS 84 AND 85, THENCE 3.05 MILES NORTHEAST ALONG A WINDING
 FN0275'DIRT ROAD TO A ROAD JUNCTION, THENCE 0.75 MILE NORTH ALONG THE LEFT
 FN0275'FORK OF THE ROAD, 35 FEET SOUTHWEST OF THE JUNCTION OF THE CENTER
 FN0275'LINES OF THE NORTH AND SOUTH ROAD AND A DIM ROAD LEADING NORTHEAST,
 FN0275'130 YARDS SOUTH OF THE CENTER OF A GATE, 28 FEET WEST OF THE CENTER
 FN0275'LINE OF THE NORTH AND SOUTH ROAD, 2 FEET EAST OF A FENCE, 1.4 FEET
 FN0275'SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 FN0275'PROJECTS 0.5 FOOT ABOVE THE GROUND, IN THE NORTHWEST 1/4 OF SECTION
 FN0275'17, TOWNSHIP 14 NORTH, RANGE 14 EAST.
 FN0275
 FN0275                          STATION RECOVERY (1986)
 FN0275
 FN0275'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986 (DRG)
 FN0275'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0367 ***********************************************************************
 GM0367  DESIGNATION -  E 294
 GM0367  PID         -  GM0367
 GM0367  STATE/COUNTY-  NM/MORA
 GM0367  USGS QUAD   -  COMANCHE PEAK (1994)
 GM0367
 GM0367                         *CURRENT SURVEY CONTROL
 GM0367  ___________________________________________________________________
 GM0367* NAD 83(1986)-  36 05 03.     (N)    105 15 03.     (W)     SCALED    
 GM0367* NAVD 88     -      2242.604  (meters)    7357.61   (feet)  ADJUSTED  
 GM0367  ___________________________________________________________________
 GM0367  GEOID HEIGHT-         -17.66  (meters)                     GEOID03
 GM0367  DYNAMIC HT  -        2239.426 (meters)    7347.18  (feet)  COMP
 GM0367  MODELED GRAV-     979,135.1   (mgal)                       NAVD 88
 GM0367
 GM0367  VERT ORDER  -  SECOND    CLASS 0
 GM0367
 GM0367.The horizontal coordinates were scaled from a topographic map and have
 GM0367.an estimated accuracy of +/- 6 seconds.
 GM0367
 GM0367.The orthometric height was determined by differential leveling
 GM0367.and adjusted by the National Geodetic Survey in June 1991..
 GM0367
 GM0367.The geoid height was determined by GEOID03.
 GM0367
 GM0367.The dynamic height is computed by dividing the NAVD 88
 GM0367.geopotential number by the normal gravity value computed on the
 GM0367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GM0367.degrees latitude (g = 980.6199 gals.).
 GM0367
 GM0367.The modeled gravity was interpolated from observed gravity values.
 GM0367
 GM0367;                    North         East    Units  Estimated Accuracy
 GM0367;SPC NM E     -   564,250.       82,370.      MT  (+/- 180 meters Scaled)
 GM0367
 GM0367                          SUPERSEDED SURVEY CONTROL
 GM0367
 GM0367  NGVD 29 (??/??/92) 2241.440  (m)         7353.79   (f) ADJ UNCH    2 0
 GM0367
 GM0367.Superseded values are not recommended for survey control.
 GM0367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0367.See file dsdata.txt to determine how the superseded data were derived.
 GM0367
 GM0367_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV774933(NAD 83)
 GM0367_MARKER: DB = BENCH MARK DISK
 GM0367_SETTING: 66 = SET IN ROCK OUTCROP
 GM0367_SP_SET: ROCK OUTCROP
 GM0367_STAMPING: E 294 1957
 GM0367_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GM0367+STABILITY: POSITION/ELEVATION WELL
 GM0367
 GM0367  HISTORY     - Date     Condition        Report By
 GM0367  HISTORY     - 1957     MONUMENTED       CGS
 GM0367
 GM0367                          STATION DESCRIPTION
 GM0367
 GM0367'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GM0367'9.45 MI NE FROM MORA.
 GM0367'ABOUT 9.45 MILES NORTHEAST ALONG STATE HIGHWAY 38 FROM THE JUNCTION OF
 GM0367'STATE HIGHWAY 3 AT MORA, ON THE OUTSIDE AND NEAR THE SOUTHEAST END OF
 GM0367'A CURVE WITH TANGENTS SOUTHEAST AND NORTH-NORTHEAST, ON THE NORTHEAST
 GM0367'SLOPE OF A SHARP ROCKY RIDGE WHICH SLOPES TO THE SOUTHEAST, 60 FEET
 GM0367'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 30 1/2 FEET SOUTHEAST OF
 GM0367'A 14-INCH PINE TREE WHICH IS USED AS A FENCE CORNER POST, 2 FEET
 GM0367'NORTHEAST OF A FENCE LINE, ABOUT 18 FEET ABOVE THE LEVEL OF THE
 GM0367'HIGHWAY AND IN THE TOP OF A PYRAMID SHAPED QUARTZ ROCK OUTCROP WHICH
 GM0367'PROJECTS 3 FEET ON THE NORTHEAST SIDE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0246 ***********************************************************************
 GM0246  DESIGNATION -  E 295
 GM0246  PID         -  GM0246
 GM0246  STATE/COUNTY-  NM/COLFAX
 GM0246  USGS QUAD   -  TOUCH-ME-NOT MOUNTAIN (1987)
 GM0246
 GM0246                         *CURRENT SURVEY CONTROL
 GM0246  ___________________________________________________________________
 GM0246* NAD 83(1986)-  36 32 33.     (N)    105 14 46.     (W)     SCALED    
 GM0246* NAVD 88     -      2506.506  (meters)    8223.43   (feet)  ADJUSTED  
 GM0246  ___________________________________________________________________
 GM0246  GEOID HEIGHT-         -16.66  (meters)                     GEOID03
 GM0246  DYNAMIC HT  -        2502.935 (meters)    8211.71  (feet)  COMP
 GM0246  MODELED GRAV-     979,116.8   (mgal)                       NAVD 88
 GM0246
 GM0246  VERT ORDER  -  FIRST     CLASS II
 GM0246
 GM0246.The horizontal coordinates were scaled from a topographic map and have
 GM0246.an estimated accuracy of +/- 6 seconds.
 GM0246
 GM0246.The orthometric height was determined by differential leveling
 GM0246.and adjusted by the National Geodetic Survey in June 1991..
 GM0246
 GM0246.The geoid height was determined by GEOID03.
 GM0246
 GM0246.The dynamic height is computed by dividing the NAVD 88
 GM0246.geopotential number by the normal gravity value computed on the
 GM0246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GM0246.degrees latitude (g = 980.6199 gals.).
 GM0246
 GM0246.The modeled gravity was interpolated from observed gravity values.
 GM0246
 GM0246;                    North         East    Units  Estimated Accuracy
 GM0246;SPC NM E     -   615,100.       83,270.      MT  (+/- 180 meters Scaled)
 GM0246
 GM0246                          SUPERSEDED SURVEY CONTROL
 GM0246
 GM0246  NGVD 29 (??/??/92) 2505.260  (m)         8219.34   (f) ADJ UNCH    1 2
 GM0246
 GM0246.Superseded values are not recommended for survey control.
 GM0246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0246.See file dsdata.txt to determine how the superseded data were derived.
 GM0246
 GM0246_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDA779441(NAD 83)
 GM0246_MARKER: DB = BENCH MARK DISK
 GM0246_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GM0246_SP_SET: CONCRETE WALL
 GM0246_STAMPING: E 295 1957
 GM0246_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GM0246
 GM0246  HISTORY     - Date     Condition        Report By
 GM0246  HISTORY     - 1957     MONUMENTED       CGS
 GM0246
 GM0246                          STATION DESCRIPTION
 GM0246
 GM0246'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GM0246'1.15 MI E FROM EAGLE NEST.
 GM0246'ABOUT 1.15 MILES EAST ALONG U.S. HIGHWAY 64 FROM THE JUNCTION OF STATE
 GM0246'HIGHWAY 38 AT EAGLE NEST, AT A TRACK ROAD LEADING SOUTHWEST TO EAGLE
 GM0246'NEST RESERVOIR, 52 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 7
 GM0246'FEET SOUTHEAST OF THE CENTER LINE OF THE TRACK ROAD, ABOUT 4 FEET
 GM0246'LOWER THAN THE HIGHWAY, AND IN THE TOP OF THE SOUTH CORNER OF THE
 GM0246'CONCRETE WALL AROUND THE CATTLE GUARD ON THE TRACK ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0614 ***********************************************************************
 FM0614  DESIGNATION -  E 296
 FM0614  PID         -  FM0614
 FM0614  STATE/COUNTY-  NM/HARDING
 FM0614  USGS QUAD   -  LOGAN NORTH (1989)
 FM0614
 FM0614                         *CURRENT SURVEY CONTROL
 FM0614  ___________________________________________________________________
 FM0614* NAD 83(1986)-  35 26 12.     (N)    103 29 11.     (W)     SCALED    
 FM0614* NAVD 88     -      1224.197  (meters)    4016.39   (feet)  ADJUSTED  
 FM0614  ___________________________________________________________________
 FM0614  GEOID HEIGHT-         -22.95  (meters)                     GEOID03
 FM0614  DYNAMIC HT  -        1222.724 (meters)    4011.55  (feet)  COMP
 FM0614  MODELED GRAV-     979,387.8   (mgal)                       NAVD 88
 FM0614
 FM0614  VERT ORDER  -  SECOND    CLASS 0
 FM0614
 FM0614.The horizontal coordinates were scaled from a topographic map and have
 FM0614.an estimated accuracy of +/- 6 seconds.
 FM0614
 FM0614.The orthometric height was determined by differential leveling
 FM0614.and adjusted by the National Geodetic Survey in June 1991..
 FM0614
 FM0614.The geoid height was determined by GEOID03.
 FM0614
 FM0614.The dynamic height is computed by dividing the NAVD 88
 FM0614.geopotential number by the normal gravity value computed on the
 FM0614.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0614.degrees latitude (g = 980.6199 gals.).
 FM0614
 FM0614.The modeled gravity was interpolated from observed gravity values.
 FM0614
 FM0614;                    North         East    Units  Estimated Accuracy
 FM0614;SPC NM E     -   492,350.      241,900.      MT  (+/- 180 meters Scaled)
 FM0614
 FM0614                          SUPERSEDED SURVEY CONTROL
 FM0614
 FM0614  NGVD 29 (??/??/92) 1223.622  (m)         4014.50   (f) ADJ UNCH    2 0
 FM0614
 FM0614.Superseded values are not recommended for survey control.
 FM0614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0614.See file dsdata.txt to determine how the superseded data were derived.
 FM0614
 FM0614_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFV373225(NAD 83)
 FM0614_MARKER: DB = BENCH MARK DISK
 FM0614_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0614_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0614_STAMPING: E 296 1957
 FM0614_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0614+STABILITY: SURFACE MOTION
 FM0614
 FM0614  HISTORY     - Date     Condition        Report By
 FM0614  HISTORY     - 1957     MONUMENTED       CGS
 FM0614
 FM0614                          STATION DESCRIPTION
 FM0614
 FM0614'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FM0614'7.75 MI NW FROM LOGAN.
 FM0614'ABOUT 2.5 MILES NORTH ALONG STATE HIGHWAY 39 FROM THE JUNCTION OF U.S.
 FM0614'HIGHWAY 54 AT LOGAN, THENCE 3.05 MILES WEST ALONG A ROAD, THENCE 2.2
 FM0614'MILES NORTH ALONG A ROAD, IN SECTION 13, T. 14 N., R. 32 E., 79 FEET
 FM0614'WEST OF THE CENTER LINE OF THE ROAD, 53 FEET EAST-NORTHEAST OF THE
 FM0614'NORTHEAST CORNER OF THE RESIDENCE OF MR. V.O. THOMAS, 57 FEET
 FM0614'WEST-SOUTHWEST OF A POWER POLE, ABOUT LEVEL WITH THE ROAD AND IN THE
 FM0614'TOP OF A CONCRETE POST WHICH PROJECTS 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0775 ***********************************************************************
 FM0775  DESIGNATION -  E 297
 FM0775  PID         -  FM0775
 FM0775  STATE/COUNTY-  NM/HARDING
 FM0775  USGS QUAD   -  BUFFALO SPRINGS (1969)
 FM0775
 FM0775                         *CURRENT SURVEY CONTROL
 FM0775  ___________________________________________________________________
 FM0775* NAD 83(1986)-  35 39 45.     (N)    103 44 56.     (W)     SCALED    
 FM0775* NAVD 88     -      1295.346  (meters)    4249.81   (feet)  ADJUSTED  
 FM0775  ___________________________________________________________________
 FM0775  GEOID HEIGHT-         -21.79  (meters)                     GEOID03
 FM0775  DYNAMIC HT  -        1293.783 (meters)    4244.69  (feet)  COMP
 FM0775  MODELED GRAV-     979,381.6   (mgal)                       NAVD 88
 FM0775
 FM0775  VERT ORDER  -  SECOND    CLASS 0
 FM0775
 FM0775.The horizontal coordinates were scaled from a topographic map and have
 FM0775.an estimated accuracy of +/- 6 seconds.
 FM0775
 FM0775.The orthometric height was determined by differential leveling
 FM0775.and adjusted by the National Geodetic Survey in June 1991..
 FM0775
 FM0775.The geoid height was determined by GEOID03.
 FM0775
 FM0775.The dynamic height is computed by dividing the NAVD 88
 FM0775.geopotential number by the normal gravity value computed on the
 FM0775.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0775.degrees latitude (g = 980.6199 gals.).
 FM0775
 FM0775.The modeled gravity was interpolated from observed gravity values.
 FM0775
 FM0775;                    North         East    Units  Estimated Accuracy
 FM0775;SPC NM E     -   517,230.      217,920.      MT  (+/- 180 meters Scaled)
 FM0775
 FM0775                          SUPERSEDED SURVEY CONTROL
 FM0775
 FM0775  NGVD 29 (??/??/92) 1294.716  (m)         4247.75   (f) ADJ UNCH    2 0
 FM0775
 FM0775.Superseded values are not recommended for survey control.
 FM0775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0775.See file dsdata.txt to determine how the superseded data were derived.
 FM0775
 FM0775_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFV132472(NAD 83)
 FM0775_MARKER: DB = BENCH MARK DISK
 FM0775_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0775_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0775_STAMPING: E 297 1957
 FM0775_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0775+STABILITY: SURFACE MOTION
 FM0775
 FM0775  HISTORY     - Date     Condition        Report By
 FM0775  HISTORY     - 1957     MONUMENTED       CGS
 FM0775
 FM0775                          STATION DESCRIPTION
 FM0775
 FM0775'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FM0775'20.5 MI SE FROM MOSQUERO.
 FM0775'ABOUT 20.5 MILES SOUTHEAST ALONG STATE HIGHWAY 39 FROM THE CITY WATER
 FM0775'TANK AT MOSQUERO, IN SECTION 34, T. 17 N., R. 30 E., 1.1 MILES SOUTH
 FM0775'OF THE BRIDGE OVER MOSQUERO CREEK, 0.1 MILE SOUTH-SOUTHEAST OF THE END
 FM0775'OF A CURVE WITH TANGENTS NORTH AND SOUTH-SOUTHEAST, 73 FEET
 FM0775'EAST-NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 150 FEET NORTH OF
 FM0775'THE EAST END OF A 24-INCH PIPE CULVERT, 2 1/2 FEET SOUTHWEST OF THE
 FM0775'FENCE LINE, 2 1/2 FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT
 FM0775'LEVEL WITH THE HIGHWAY AND IN THE TOP OF A CONCRETE POST WHICH
 FM0775'PROJECTS 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0433 ***********************************************************************
 FO0433  DESIGNATION -  E 298
 FO0433  PID         -  FO0433
 FO0433  STATE/COUNTY-  NM/SANDOVAL
 FO0433  USGS QUAD   -  JEMEZ PUEBLO (1969)
 FO0433
 FO0433                         *CURRENT SURVEY CONTROL
 FO0433  ___________________________________________________________________
 FO0433* NAD 83(1986)-  35 35 57.     (N)    106 43 52.     (W)     SCALED    
 FO0433* NAVD 88     -      1699.670  (meters)    5576.33   (feet)  ADJUSTED  
 FO0433  ___________________________________________________________________
 FO0433  GEOID HEIGHT-         -20.18  (meters)                     GEOID03
 FO0433  DYNAMIC HT  -        1697.396 (meters)    5568.87  (feet)  COMP
 FO0433  MODELED GRAV-     979,235.9   (mgal)                       NAVD 88
 FO0433
 FO0433  VERT ORDER  -  SECOND    CLASS 0
 FO0433
 FO0433.The horizontal coordinates were scaled from a topographic map and have
 FO0433.an estimated accuracy of +/- 6 seconds.
 FO0433
 FO0433.The orthometric height was determined by differential leveling
 FO0433.and adjusted by the National Geodetic Survey in June 1991..
 FO0433
 FO0433.The geoid height was determined by GEOID03.
 FO0433
 FO0433.The dynamic height is computed by dividing the NAVD 88
 FO0433.geopotential number by the normal gravity value computed on the
 FO0433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0433.degrees latitude (g = 980.6199 gals.).
 FO0433
 FO0433.The modeled gravity was interpolated from observed gravity values.
 FO0433
 FO0433;                    North         East    Units  Estimated Accuracy
 FO0433;SPC NM C     -   510,150.      456,410.      MT  (+/- 180 meters Scaled)
 FO0433
 FO0433                          SUPERSEDED SURVEY CONTROL
 FO0433
 FO0433  NGVD 29 (??/??/92) 1698.753  (m)         5573.33   (f) ADJ UNCH    2 0
 FO0433
 FO0433.Superseded values are not recommended for survey control.
 FO0433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0433.See file dsdata.txt to determine how the superseded data were derived.
 FO0433
 FO0433_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV431408(NAD 83)
 FO0433_MARKER: DB = BENCH MARK DISK
 FO0433_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FO0433_SP_SET: CULVERT
 FO0433_STAMPING: E 298 1957
 FO0433_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FO0433
 FO0433  HISTORY     - Date     Condition        Report By
 FO0433  HISTORY     - 1957     MONUMENTED       CGS
 FO0433  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 FO0433
 FO0433                          STATION DESCRIPTION
 FO0433
 FO0433'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FO0433'1.15 MI SW FROM JEMEZ.
 FO0433'ABOUT 0.15 MILE EAST ALONG A DIRT ROAD FROM THE SAN DIEGO CATHOLIC
 FO0433'CHURCH AT JEMEZ, THENCE 1.0 MILE SOUTHWEST ALONG STATE HIGHWAY 4, IN
 FO0433'T. 16 N., R. 2 E., AND NEAR THE CENTER OF THE NORTHWEST QUARTER OF S.
 FO0433'28, 15 FEET WEST OF THE CENTERLINE OF THE HIGHWAY,1 FOOT ABOVE OF THE
 FO0433'HIGHWAY, SET IN THE TOP AND CENTER OF THE WEST HEADWALL OF A 5 X 6
 FO0433'FOOT CONCRETE CULVERT UNDER THE HIGHWAY.
 FO0433
 FO0433                          STATION RECOVERY (1989)
 FO0433
 FO0433'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 FO0433'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0459 ***********************************************************************
 FO0459  DESIGNATION -  E 299
 FO0459  PID         -  FO0459
 FO0459  STATE/COUNTY-  NM/SANDOVAL
 FO0459  USGS QUAD   -  HOLY GHOST SPRING (1969)
 FO0459
 FO0459                         *CURRENT SURVEY CONTROL
 FO0459  ___________________________________________________________________
 FO0459* NAD 83(1986)-  35 44 08.     (N)    106 56 33.     (W)     SCALED    
 FO0459* NAVD 88     -      1964.149  (meters)    6444.05   (feet)  ADJUSTED  
 FO0459  ___________________________________________________________________
 FO0459  GEOID HEIGHT-         -19.89  (meters)                     GEOID03
 FO0459  DYNAMIC HT  -        1961.423 (meters)    6435.10  (feet)  COMP
 FO0459  MODELED GRAV-     979,175.6   (mgal)                       NAVD 88
 FO0459
 FO0459  VERT ORDER  -  SECOND    CLASS 0
 FO0459
 FO0459.The horizontal coordinates were scaled from a topographic map and have
 FO0459.an estimated accuracy of +/- 6 seconds.
 FO0459
 FO0459.The orthometric height was determined by differential leveling
 FO0459.and adjusted by the National Geodetic Survey in June 1991..
 FO0459
 FO0459.The geoid height was determined by GEOID03.
 FO0459
 FO0459.The dynamic height is computed by dividing the NAVD 88
 FO0459.geopotential number by the normal gravity value computed on the
 FO0459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0459.degrees latitude (g = 980.6199 gals.).
 FO0459
 FO0459.The modeled gravity was interpolated from observed gravity values.
 FO0459
 FO0459;                    North         East    Units  Estimated Accuracy
 FO0459;SPC NM C     -   525,400.      437,360.      MT  (+/- 180 meters Scaled)
 FO0459
 FO0459                          SUPERSEDED SURVEY CONTROL
 FO0459
 FO0459  NGVD 29 (??/??/92) 1963.121  (m)         6440.67   (f) ADJ UNCH    2 0
 FO0459
 FO0459.Superseded values are not recommended for survey control.
 FO0459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0459.See file dsdata.txt to determine how the superseded data were derived.
 FO0459
 FO0459_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV243563(NAD 83)
 FO0459_MARKER: DB = BENCH MARK DISK
 FO0459_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FO0459_SP_SET: CULVERT
 FO0459_STAMPING: E 299 1957
 FO0459_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FO0459
 FO0459  HISTORY     - Date     Condition        Report By
 FO0459  HISTORY     - 1957     MONUMENTED       CGS
 FO0459  HISTORY     - 1989     GOOD             USPSQD
 FO0459
 FO0459                          STATION DESCRIPTION
 FO0459
 FO0459'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FO0459'19.90 MI NW FROM SAN YSIDRO.
 FO0459'ABOUT 19.9 MILES NORTHWEST ALONG STATE HIGHWAY 44 FROM THE TRIANGLE
 FO0459'TAVERN AT SAN YSIDRO, 18 FEET EAST OF THE CENTERLINE OF THE HIGHWAY,
 FO0459'ABOUT LEVEL WITH THE HIGHWAY, SET IN THE TOP OF THE NORTH END OF THE
 FO0459'EAST HEADWALL OF A LARGE CONCRETE CULVERT UNDER THE HIGHWAY.
 FO0459
 FO0459                          STATION RECOVERY (1989)
 FO0459
 FO0459'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 FO0459'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0431 ***********************************************************************
 EO0431  DESIGNATION -  E 3
 EO0431  PID         -  EO0431
 EO0431  STATE/COUNTY-  NM/CURRY
 EO0431  USGS QUAD   -  MELROSE EAST (1972)
 EO0431
 EO0431                         *CURRENT SURVEY CONTROL
 EO0431  ___________________________________________________________________
 EO0431* NAD 83(1986)-  34 25 23.     (N)    103 36 55.     (W)     SCALED    
 EO0431* NAVD 88     -      1341.599  (meters)    4401.56   (feet)  ADJUSTED  
 EO0431  ___________________________________________________________________
 EO0431  GEOID HEIGHT-         -23.19  (meters)                     GEOID03
 EO0431  DYNAMIC HT  -        1339.842 (meters)    4395.80  (feet)  COMP
 EO0431  MODELED GRAV-     979,278.8   (mgal)                       NAVD 88
 EO0431
 EO0431  VERT ORDER  -  FIRST     CLASS II
 EO0431
 EO0431.The horizontal coordinates were scaled from a topographic map and have
 EO0431.an estimated accuracy of +/- 6 seconds.
 EO0431
 EO0431.The orthometric height was determined by differential leveling
 EO0431.and adjusted by the National Geodetic Survey in June 1991..
 EO0431
 EO0431.The geoid height was determined by GEOID03.
 EO0431
 EO0431.The dynamic height is computed by dividing the NAVD 88
 EO0431.geopotential number by the normal gravity value computed on the
 EO0431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0431.degrees latitude (g = 980.6199 gals.).
 EO0431
 EO0431.The modeled gravity was interpolated from observed gravity values.
 EO0431
 EO0431;                    North         East    Units  Estimated Accuracy
 EO0431;SPC NM E     -   379,810.      231,000.      MT  (+/- 180 meters Scaled)
 EO0431
 EO0431                          SUPERSEDED SURVEY CONTROL
 EO0431
 EO0431  NGVD 29 (??/??/92) 1341.01   (m)         4399.6    (f) COMPUTED    1 2
 EO0431
 EO0431.Superseded values are not recommended for survey control.
 EO0431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0431.See file dsdata.txt to determine how the superseded data were derived.
 EO0431
 EO0431_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFU272099(NAD 83)
 EO0431_MARKER: P = PIPE CAP
 EO0431_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EO0431_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EO0431_STAMPING: 4399.611
 EO0431_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EO0431
 EO0431  HISTORY     - Date     Condition        Report By
 EO0431  HISTORY     - UNK      MONUMENTED       CGS
 EO0431  HISTORY     - 1958     MARK NOT FOUND   NGS
 EO0431
 EO0431                          STATION DESCRIPTION
 EO0431
 EO0431'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 EO0431'0.8 MI E FROM MELROSE.
 EO0431'ABOUT 0.8 MILE EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 EO0431'FROM MELROSE, CURRY COUNTY, OPPOSITE THE FOURTH POLE WEST OF MILE POLE
 EO0431'780, AT A ROAD CROSSING, 70 FEET NORTH OF THE CENTERLINE OF THE TRACK,
 EO0431'AND 4 FEET WEST OF A CATTLE-GUARD FENCE.  A STANDARD CAP, STAMPED
 EO0431'4399.611 AND FASTENED ON THE TOP OF A 3-1/2-INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0379 ***********************************************************************
 GM0379  DESIGNATION -  E 30
 GM0379  PID         -  GM0379
 GM0379  STATE/COUNTY-  NM/RIO ARRIBA
 GM0379  USGS QUAD   -  VELARDE (1995)
 GM0379
 GM0379                         *CURRENT SURVEY CONTROL
 GM0379  ___________________________________________________________________
 GM0379* NAD 83(1986)-  36 09 27.     (N)    105 58 36.     (W)     SCALED    
 GM0379* NAVD 88     -      1755.734  (meters)    5760.27   (feet)  ADJUSTED  
 GM0379  ___________________________________________________________________
 GM0379  GEOID HEIGHT-         -18.62  (meters)                     GEOID03
 GM0379  DYNAMIC HT  -        1753.396 (meters)    5752.60  (feet)  COMP
 GM0379  MODELED GRAV-     979,239.4   (mgal)                       NAVD 88
 GM0379
 GM0379  VERT ORDER  -  FIRST     CLASS II
 GM0379
 GM0379.The horizontal coordinates were scaled from a topographic map and have
 GM0379.an estimated accuracy of +/- 6 seconds.
 GM0379
 GM0379.The orthometric height was determined by differential leveling
 GM0379.and adjusted by the National Geodetic Survey in June 1991..
 GM0379
 GM0379.The geoid height was determined by GEOID03.
 GM0379
 GM0379.The dynamic height is computed by dividing the NAVD 88
 GM0379.geopotential number by the normal gravity value computed on the
 GM0379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GM0379.degrees latitude (g = 980.6199 gals.).
 GM0379
 GM0379.The modeled gravity was interpolated from observed gravity values.
 GM0379
 GM0379;                    North         East    Units  Estimated Accuracy
 GM0379;SPC NM C     -   572,020.      524,590.      MT  (+/- 180 meters Scaled)
 GM0379
 GM0379                          SUPERSEDED SURVEY CONTROL
 GM0379
 GM0379  NGVD 29 (??/??/92) 1754.708  (m)         5756.90   (f) ADJ UNCH    1 2
 GM0379
 GM0379.Superseded values are not recommended for survey control.
 GM0379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0379.See file dsdata.txt to determine how the superseded data were derived.
 GM0379
 GM0379_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDA121018(NAD 83)
 GM0379_MARKER: DB = BENCH MARK DISK
 GM0379_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GM0379_SP_SET: STEP
 GM0379_STAMPING: E-30 1933
 GM0379_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GM0379
 GM0379  HISTORY     - Date     Condition        Report By
 GM0379  HISTORY     - 1933     MONUMENTED       CGS
 GM0379  HISTORY     - 1952     GOOD             USGS
 GM0379  HISTORY     - 1981     MARK NOT FOUND   NGS
 GM0379
 GM0379                          STATION DESCRIPTION
 GM0379
 GM0379'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 GM0379'IN VELARDE.
 GM0379'AT J.G. FERNANDEZ STORE IN NORTH END OF SECOND STEP OF WEST ENTRANCE.
 GM0379
 GM0379                          STATION RECOVERY (1952)
 GM0379
 GM0379'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1952
 GM0379'RECOVERED IN GOOD CONDITION.
 GM0379
 GM0379                          STATION RECOVERY (1981)
 GM0379
 GM0379'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 GM0379'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0290 ***********************************************************************
 GM0290  DESIGNATION -  E 302
 GM0290  PID         -  GM0290
 GM0290  STATE/COUNTY-  NM/COLFAX
 GM0290  USGS QUAD   -  EAGLE NEST (1995)
 GM0290
 GM0290                         *CURRENT SURVEY CONTROL
 GM0290  ___________________________________________________________________
 GM0290* NAD 83(1986)-  36 36 54.     (N)    105 17 06.     (W)     SCALED    
 GM0290* NAVD 88     -      2578.847  (meters)    8460.77   (feet)  ADJUSTED  
 GM0290  ___________________________________________________________________
 GM0290  GEOID HEIGHT-         -16.52  (meters)                     GEOID03
 GM0290  DYNAMIC HT  -        2575.165 (meters)    8448.69  (feet)  COMP
 GM0290  MODELED GRAV-     979,110.5   (mgal)                       NAVD 88
 GM0290
 GM0290  VERT ORDER  -  SECOND    CLASS 0
 GM0290
 GM0290.The horizontal coordinates were scaled from a topographic map and have
 GM0290.an estimated accuracy of +/- 6 seconds.
 GM0290
 GM0290.The orthometric height was determined by differential leveling
 GM0290.and adjusted by the National Geodetic Survey in June 1991..
 GM0290
 GM0290.The geoid height was determined by GEOID03.
 GM0290
 GM0290.The dynamic height is computed by dividing the NAVD 88
 GM0290.geopotential number by the normal gravity value computed on the
 GM0290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GM0290.degrees latitude (g = 980.6199 gals.).
 GM0290
 GM0290.The modeled gravity was interpolated from observed gravity values.
 GM0290
 GM0290;                    North         East    Units  Estimated Accuracy
 GM0290;SPC NM E     -   623,180.       79,870.      MT  (+/- 180 meters Scaled)
 GM0290
 GM0290                          SUPERSEDED SURVEY CONTROL
 GM0290
 GM0290  NGVD 29 (??/??/92) 2577.572  (m)         8456.58   (f) ADJ UNCH    2 0
 GM0290
 GM0290.Superseded values are not recommended for survey control.
 GM0290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0290.See file dsdata.txt to determine how the superseded data were derived.
 GM0290
 GM0290_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDA745522(NAD 83)
 GM0290_MARKER: DB = BENCH MARK DISK
 GM0290_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GM0290_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GM0290_STAMPING: E 302 1957
 GM0290_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GM0290+STABILITY: SURFACE MOTION
 GM0290
 GM0290  HISTORY     - Date     Condition        Report By
 GM0290  HISTORY     - 1957     MONUMENTED       CGS
 GM0290  HISTORY     - 1963     GOOD             USGS
 GM0290
 GM0290                          STATION DESCRIPTION
 GM0290
 GM0290'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 GM0290'5.05 MI N FROM EAGLE NEST.
 GM0290'EAGLE NEST, ABOUT 5.05 MILES NORTH OF ALONG STATE HWY 38 FROM ITS
 GM0290'JUNCTION WITH U.S. HWY 64 AT EAGLE NEST.  THENCE WEST ACROSS A
 GM0290'CATTLEGUARD ONTO THE OLD HWY 38.  THENCE 0.4 MI SW AND SOUTH OF THE
 GM0290'CATTLEGUARD, 56 FT WEST OF THE CENTERLINE OF THE HWY, 42 FT
 GM0290'WEST-NORTHWEST OF THE WEST END OF A 24-INCH PIPE CULVERT, 1 1/2 FT
 GM0290'NORTHEAST OF A FENCE LINE, 1 1/2 FT SOUTH OF A WHITE WOODEN WITNESS
 GM0290'POST, 2 FT BELOW THE LEVEL OF THE HWY AND IN THE TOP OF A CONCRETE
 GM0290'POST WHICH PROJECTS 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0351 ***********************************************************************
 GM0351  DESIGNATION -  E 303
 GM0351  PID         -  GM0351
 GM0351  STATE/COUNTY-  NM/MORA
 GM0351  USGS QUAD   -  AGUA FRIA PEAK (1994)
 GM0351
 GM0351                         *CURRENT SURVEY CONTROL
 GM0351  ___________________________________________________________________
 GM0351* NAD 83(1986)-  36 15 17.     (N)    105 14 28.     (W)     SCALED    
 GM0351* NAVD 88     -      2637.538  (meters)    8653.32   (feet)  ADJUSTED  
 GM0351  ___________________________________________________________________
 GM0351  GEOID HEIGHT-         -17.17  (meters)                     GEOID03
 GM0351  DYNAMIC HT  -        2633.657 (meters)    8640.59  (feet)  COMP
 GM0351  MODELED GRAV-     979,065.2   (mgal)                       NAVD 88
 GM0351
 GM0351  VERT ORDER  -  SECOND    CLASS 0
 GM0351
 GM0351.The horizontal coordinates were scaled from a topographic map and have
 GM0351.an estimated accuracy of +/- 6 seconds.
 GM0351
 GM0351.The orthometric height was determined by differential leveling
 GM0351.and adjusted by the National Geodetic Survey in June 1991..
 GM0351
 GM0351.The geoid height was determined by GEOID03.
 GM0351
 GM0351.The dynamic height is computed by dividing the NAVD 88
 GM0351.geopotential number by the normal gravity value computed on the
 GM0351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GM0351.degrees latitude (g = 980.6199 gals.).
 GM0351
 GM0351.The modeled gravity was interpolated from observed gravity values.
 GM0351
 GM0351;                    North         East    Units  Estimated Accuracy
 GM0351;SPC NM E     -   583,160.       83,420.      MT  (+/- 180 meters Scaled)
 GM0351
 GM0351                          SUPERSEDED SURVEY CONTROL
 GM0351
 GM0351  NGVD 29 (??/??/92) 2636.246  (m)         8649.08   (f) ADJ UNCH    2 0
 GM0351
 GM0351.Superseded values are not recommended for survey control.
 GM0351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0351.See file dsdata.txt to determine how the superseded data were derived.
 GM0351
 GM0351_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDA783122(NAD 83)
 GM0351_MARKER: DB = BENCH MARK DISK
 GM0351_SETTING: 66 = SET IN ROCK OUTCROP
 GM0351_SP_SET: ROCK OUTCROP
 GM0351_STAMPING: E 303 1957
 GM0351_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GM0351+STABILITY: POSITION/ELEVATION WELL
 GM0351
 GM0351  HISTORY     - Date     Condition        Report By
 GM0351  HISTORY     - 1957     MONUMENTED       CGS
 GM0351
 GM0351                          STATION DESCRIPTION
 GM0351
 GM0351'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GM0351'23.85 MI S FROM EAGLE NEST.
 GM0351'ABOUT 23.85 MILES SOUTH ALONG STATE HIGHWAY 38 FROM THE POST OFFICE AT
 GM0351'EAGLE NEST, AT THE SOUTHWEST SIDE OF A LARGE CLEARING, 0.15 MILE SOUTH
 GM0351'OF AN EAST-WEST FENCE LINE, 64 FEET NORTHEAST OF THE CENTER LINE OF
 GM0351'THE HIGHWAY, 12 FEET WEST OF A SMALL LONE SPRUCE, AND IN THE TOP OF A
 GM0351'FLAT ROCK OUTCROP FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0367 ***********************************************************************
 CW0367  DESIGNATION -  E 308
 CW0367  PID         -  CW0367
 CW0367  STATE/COUNTY-  NM/OTERO
 CW0367  USGS QUAD   -  VAN WINKLE LAKE (1970)
 CW0367
 CW0367                         *CURRENT SURVEY CONTROL
 CW0367  ___________________________________________________________________
 CW0367* NAD 83(1986)-  32 08 43.     (N)    105 18 11.     (W)     SCALED    
 CW0367* NAVD 88     -      1277.777  (meters)    4192.17   (feet)  POSTED    
 CW0367  ___________________________________________________________________
 CW0367  GEOID HEIGHT-         -22.37  (meters)                     GEOID03
 CW0367  DYNAMIC HT  -        1275.870 (meters)    4185.92  (feet)  COMP
 CW0367  MODELED GRAV-     979,100.5   (mgal)                       NAVD 88
 CW0367
 CW0367  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 CW0367
 CW0367.The horizontal coordinates were scaled from a topographic map and have
 CW0367.an estimated accuracy of +/- 6 seconds.
 CW0367
 CW0367.The orthometric height was determined by differential leveling
 CW0367.and adjusted by the National Geodetic Survey in 1992..
 CW0367.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 CW0367.rate of 0.0 thru 1.0 mm/km.
 CW0367
 CW0367.The geoid height was determined by GEOID03.
 CW0367
 CW0367.The dynamic height is computed by dividing the NAVD 88
 CW0367.geopotential number by the normal gravity value computed on the
 CW0367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0367.degrees latitude (g = 980.6199 gals.).
 CW0367
 CW0367.The modeled gravity was interpolated from observed gravity values.
 CW0367
 CW0367;                    North         East    Units  Estimated Accuracy
 CW0367;SPC NM C     -   127,370.      589,330.      MT  (+/- 180 meters Scaled)
 CW0367
 CW0367                          SUPERSEDED SURVEY CONTROL
 CW0367
 CW0367  NGVD 29 (??/??/92) 1277.225  (m)         4190.36   (f) ADJ UNCH    2 0
 CW0367
 CW0367.Superseded values are not recommended for survey control.
 CW0367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0367.See file dsdata.txt to determine how the superseded data were derived.
 CW0367
 CW0367_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDR714565(NAD 83)
 CW0367_MARKER: DB = BENCH MARK DISK
 CW0367_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CW0367_SP_SET: 34 FT
 CW0367_STAMPING: E 308 1958
 CW0367_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CW0367
 CW0367  HISTORY     - Date     Condition        Report By
 CW0367  HISTORY     - 1958     MONUMENTED       CGS
 CW0367
 CW0367                          STATION DESCRIPTION
 CW0367
 CW0367'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CW0367'18.35 MI NW FROM DELL CITY, TEXAS.
 CW0367'ABOUT 3.15 MILES NORTH ALONG FARM ROAD 1437 FROM THE POST OFFICE AT
 CW0367'DELL CITY, THENCE 11.5 MILES NORTH ALONG A DIRT ROAD, THENCE 2.7 MILES
 CW0367'NORTHWEST ALONG A DIRT ROAD, THENCE 0.5 MILE SOUTHWEST ALONG A DIRT
 CW0367'ROAD, THENCE 0.5 MILE WEST ALONG A DIRT ROAD, 53 FEET SOUTH OF THE
 CW0367'CENTER LINE OF THE ROAD, ABOUT 0.7 MILE WEST OF AN OLD RANCH HOUSE, 2
 CW0367'FEET NORTH OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD,
 CW0367'AND ON THE TOP OF A 5/8-INCH COPPER COATED ROD WHICH IS DRIVEN TO A
 CW0367'DEPTH OF 34 FEET AND IS ENCASED IN A 6-INCH TILE PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0263 ***********************************************************************
 CX0263  DESIGNATION -  E 309
 CX0263  PID         -  CX0263
 CX0263  STATE/COUNTY-  NM/OTERO
 CX0263  USGS QUAD   -  TRES HERMANOS SE (1982)
 CX0263
 CX0263                         *CURRENT SURVEY CONTROL
 CX0263  ___________________________________________________________________
 CX0263* NAD 83(1986)-  32 32 10.     (N)    106 01 20.     (W)     SCALED    
 CX0263* NAVD 88     -      1226.553  (meters)    4024.12   (feet)  ADJUSTED  
 CX0263  ___________________________________________________________________
 CX0263  GEOID HEIGHT-         -22.80  (meters)                     GEOID03
 CX0263  DYNAMIC HT  -        1224.758 (meters)    4018.23  (feet)  COMP
 CX0263  MODELED GRAV-     979,133.0   (mgal)                       NAVD 88
 CX0263
 CX0263  VERT ORDER  -  FIRST     CLASS II
 CX0263
 CX0263.The horizontal coordinates were scaled from a topographic map and have
 CX0263.an estimated accuracy of +/- 6 seconds.
 CX0263
 CX0263.The orthometric height was determined by differential leveling
 CX0263.and adjusted by the National Geodetic Survey in June 1991..
 CX0263
 CX0263.The geoid height was determined by GEOID03.
 CX0263
 CX0263.The dynamic height is computed by dividing the NAVD 88
 CX0263.geopotential number by the normal gravity value computed on the
 CX0263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0263.degrees latitude (g = 980.6199 gals.).
 CX0263
 CX0263.The modeled gravity was interpolated from observed gravity values.
 CX0263
 CX0263;                    North         East    Units  Estimated Accuracy
 CX0263;SPC NM C     -   170,330.      521,400.      MT  (+/- 180 meters Scaled)
 CX0263
 CX0263                          SUPERSEDED SURVEY CONTROL
 CX0263
 CX0263  NGVD 29 (??/??/92) 1225.979  (m)         4022.23   (f) ADJ UNCH    1 2
 CX0263
 CX0263.Superseded values are not recommended for survey control.
 CX0263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0263.See file dsdata.txt to determine how the superseded data were derived.
 CX0263
 CX0263_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDS040003(NAD 83)
 CX0263_MARKER: DB = BENCH MARK DISK
 CX0263_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX0263_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CX0263_STAMPING: E 309 1958
 CX0263_PROJECTION: PROJECTING 5 CENTIMETERS
 CX0263_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX0263+STABILITY: SURFACE MOTION
 CX0263
 CX0263  HISTORY     - Date     Condition        Report By
 CX0263  HISTORY     - 1958     MONUMENTED       CGS
 CX0263  HISTORY     - 1980     GOOD             NGS
 CX0263
 CX0263                          STATION DESCRIPTION
 CX0263
 CX0263'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CX0263'12.5 MI N FROM OROGRANDE.
 CX0263'ABOUT 12.5 MILES NORTH ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 CX0263'STATION AT OROGRANDE, 14 POLES NORTH OF MILEPOST 1357, 88 FEET EAST OF
 CX0263'THE EAST RAIL, ABOUT 0.4 MILE NORTH OF THE CROSSING OF THE ROAD
 CX0263'LEADING EAST TO PINON, 5 RAILS NORTH OF SEMAPHORE, 10 FEET SOUTH OF A
 CX0263'TELEPHONE POLE, 10 FEET WEST OF A FENCE, 2 1/2 FEET NORTH OF A WHITE
 CX0263'WOODEN WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE TRACK, AND IN
 CX0263'THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 CX0263
 CX0263                          STATION RECOVERY (1980)
 CX0263
 CX0263'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CX0263'0.9 KM (0.55 MI) SOUTH ALONG U.S. HIGHWAY 54 FROM THE POST OFFICE IN
 CX0263'OROGRANDE, THENCE 0.6 KM (0.4 MI) SOUTHEAST ALONG A PAVED ROAD, THENCE
 CX0263'20.1 KM (12.5 MI) NORTHERLY ALONG THE SOUTHERN PACIFIC RAILROAD,
 CX0263'14 POLES NORTH OF MILE POST 1357, 0.6 KM (0.4 MI) NORTH OF A GRAVELED
 CX0263'ROAD CROSSING, 26.8 METERS (88.0 FT) EAST OF THE NEAR RAIL, 3.0
 CX0263'METERS (10.0 FT) SOUTH OF A UTILITY POLE, 3.0 METERS (10.0 FT)
 CX0263'WEST OF A FENCE AND 0.8 METERS (2.5 FT) NORTH OF A 4 BY 4 INCH
 CX0263'WOODEN WITNESS POST.
 CX0263'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 CX0263'THE MARK IS 1.2 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0496 ***********************************************************************
 GM0496  DESIGNATION -  E 31
 GM0496  PID         -  GM0496
 GM0496  STATE/COUNTY-  NM/TAOS
 GM0496  USGS QUAD   -  PETACA PEAK (1995)
 GM0496
 GM0496                         *CURRENT SURVEY CONTROL
 GM0496  ___________________________________________________________________
 GM0496* NAD 83(1986)-  36 31 02.     (N)    105 54 36.     (W)     SCALED    
 GM0496* NAVD 88     -      2349.231  (meters)    7707.44   (feet)  ADJUSTED  
 GM0496  ___________________________________________________________________
 GM0496  GEOID HEIGHT-         -17.72  (meters)                     GEOID03
 GM0496  DYNAMIC HT  -        2345.944 (meters)    7696.65  (feet)  COMP
 GM0496  MODELED GRAV-     979,148.3   (mgal)                       NAVD 88
 GM0496
 GM0496  VERT ORDER  -  FIRST     CLASS II
 GM0496
 GM0496.The horizontal coordinates were scaled from a topographic map and have
 GM0496.an estimated accuracy of +/- 6 seconds.
 GM0496
 GM0496.The orthometric height was determined by differential leveling
 GM0496.and adjusted by the National Geodetic Survey in June 1991..
 GM0496
 GM0496.The geoid height was determined by GEOID03.
 GM0496
 GM0496.The dynamic height is computed by dividing the NAVD 88
 GM0496.geopotential number by the normal gravity value computed on the
 GM0496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GM0496.degrees latitude (g = 980.6199 gals.).
 GM0496
 GM0496.The modeled gravity was interpolated from observed gravity values.
 GM0496
 GM0496;                    North         East    Units  Estimated Accuracy
 GM0496;SPC NM C     -   611,950.      530,450.      MT  (+/- 180 meters Scaled)
 GM0496
 GM0496                          SUPERSEDED SURVEY CONTROL
 GM0496
 GM0496  NGVD 29 (??/??/92) 2347.987  (m)         7703.35   (f) ADJ UNCH    1 2
 GM0496
 GM0496.Superseded values are not recommended for survey control.
 GM0496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0496.See file dsdata.txt to determine how the superseded data were derived.
 GM0496
 GM0496_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDA185417(NAD 83)
 GM0496_MARKER: DB = BENCH MARK DISK
 GM0496_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GM0496_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GM0496_STAMPING: 7703.354 E 31 1933
 GM0496_MARK LOGO: CGS   
 GM0496_PROJECTION: PROJECTING 15 CENTIMETERS
 GM0496_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GM0496+STABILITY: SURFACE MOTION
 GM0496
 GM0496  HISTORY     - Date     Condition        Report By
 GM0496  HISTORY     - 1933     MONUMENTED       CGS
 GM0496  HISTORY     - 1963     GOOD             USGS
 GM0496  HISTORY     - 1984     GOOD             NGS
 GM0496
 GM0496                          STATION DESCRIPTION
 GM0496
 GM0496'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 GM0496'10.25 MI SE FROM TRES PIEDRAS.
 GM0496'ABOUT 9.0 MILES SOUTH AND SOUTHEAST ALONG US HWY. 285 FROM THE JCT. OF
 GM0496'US HWY. 285 AND STATE HWY. 111 AT TRES PIEDRAS, THENCE ABOUT 0.8 MILES
 GM0496'EAST ALONG A PRIVATE ROAD TO A T-RD. SOUTH, THENCE ABOUT 0.45 MILES
 GM0496'SOUTH ALONG SECTION LINE ROAD TO AN ABANDONED RAILROAD GRADE
 GM0496'CROSSING-- ABOUT 272 FT. WNW ALONG ABANDONED RAILROAD GRADE FROM
 GM0496'CENTERLINE OF ROAD CROSSING AND 22 FT. SOUTH OF THE CENTERLINE OF THE
 GM0496'GRADE.  A STANDARD DISK, STAMPED 7703.354 E 31 1933 AND SET IN THE TOP
 GM0496'OF A CONCRETE POST PROJECTING ABOUT 3 INCHES ABOVE GROUND.
 GM0496
 GM0496                          STATION RECOVERY (1984)
 GM0496
 GM0496'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GM0496'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  15.9 KM
 GM0496'(9.9 MI) NORTHERLY ALONG U.S. HIGHWAY 285 FROM ITS JUNCTION WITH STATE
 GM0496'HIGHWAY 96 IN TAOS JUNCTION, THENCE 1.2 KM (0.75 MI) NORTH ALONG A
 GM0496'DIRT ROAD, THENCE 0.1 KM (0.05 MI) NORTHWEST ALONG A TRACK ROAD, 92.4
 GM0496'M (303.1 FT) NORTHWEST OF A FENCE, 30.2 M (99.1 FT) NORTHEAST OF THE
 GM0496'CENTER OF THE ROAD, 6.8 M (22.3 FT) SOUTHWEST OF THE CENTER OF AN OLD
 GM0496'RAILROAD BED, AND 4.1 M (13.5 FT) NORTH OF AN WOODEN WITNESS POST.
 GM0496'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 GM0496'THE MARK IS 0.6 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0362 ***********************************************************************
 CV0362  DESIGNATION -  E 310
 CV0362  PID         -  CV0362
 CV0362  STATE/COUNTY-  NM/LEA
 CV0362  USGS QUAD   -  JAL NW (1979)
 CV0362
 CV0362                         *CURRENT SURVEY CONTROL
 CV0362  ___________________________________________________________________
 CV0362* NAD 83(1986)-  32 07 35.     (N)    103 09 27.     (W)     SCALED    
 CV0362* NAVD 88     -       944.726  (meters)    3099.49   (feet)  ADJUSTED  
 CV0362  ___________________________________________________________________
 CV0362  GEOID HEIGHT-         -23.41  (meters)                     GEOID03
 CV0362  DYNAMIC HT  -         943.406 (meters)    3095.16  (feet)  COMP
 CV0362  MODELED GRAV-     979,209.9   (mgal)                       NAVD 88
 CV0362
 CV0362  VERT ORDER  -  SECOND    CLASS 0
 CV0362
 CV0362.This mark is at Jal/lea County Airport (E26)
 CV0362
 CV0362.The horizontal coordinates were scaled from a topographic map and have
 CV0362.an estimated accuracy of +/- 6 seconds.
 CV0362
 CV0362.The orthometric height was determined by differential leveling
 CV0362.and adjusted by the National Geodetic Survey in June 1991..
 CV0362
 CV0362.The geoid height was determined by GEOID03.
 CV0362
 CV0362.The dynamic height is computed by dividing the NAVD 88
 CV0362.geopotential number by the normal gravity value computed on the
 CV0362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0362.degrees latitude (g = 980.6199 gals.).
 CV0362
 CV0362.The modeled gravity was interpolated from observed gravity values.
 CV0362
 CV0362;                    North         East    Units  Estimated Accuracy
 CV0362;SPC NM E     -   125,490.      275,950.      MT  (+/- 180 meters Scaled)
 CV0362
 CV0362                          SUPERSEDED SURVEY CONTROL
 CV0362
 CV0362  NGVD 29 (??/??/92)  944.321  (m)         3098.16   (f) ADJ UNCH    2 0
 CV0362
 CV0362.Superseded values are not recommended for survey control.
 CV0362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0362.See file dsdata.txt to determine how the superseded data were derived.
 CV0362
 CV0362_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFR738559(NAD 83)
 CV0362_MARKER: DB = BENCH MARK DISK
 CV0362_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CV0362_SP_SET: FOUNDATION
 CV0362_STAMPING: E 310 1958
 CV0362_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CV0362
 CV0362  HISTORY     - Date     Condition        Report By
 CV0362  HISTORY     - 1958     MONUMENTED       CGS
 CV0362
 CV0362                          STATION DESCRIPTION
 CV0362
 CV0362'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CV0362'2.75 MI NE FROM JAL.
 CV0362'ABOUT 0.7 MILE NORTH ALONG THE TEXAS-NEW MEXICO RAILWAY FROM THE
 CV0362'STATION AT JAL, THENCE 1.8 MILE EAST ALONG STATE HIGHWAY 128, THENCE
 CV0362'0.25 MILE NORTH ALONG A GRADED DIRT ROAD TO THE LEA COUNTY AIRPORT, IN
 CV0362'THE TOP OF THE SOUTHEAST CORNER OF THE CONCRETE FOUNDATION OF WIND
 CV0362'SOCK, 19 1/2 FEET SOUTH OF THE SOUTHEAST CORNER OF THE HANGAR, AND 9
 CV0362'INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0351 ***********************************************************************
 CV0351  DESIGNATION -  E 311
 CV0351  PID         -  CV0351
 CV0351  STATE/COUNTY-  NM/LEA
 CV0351  USGS QUAD   -  JAL (1979)
 CV0351
 CV0351                         *CURRENT SURVEY CONTROL
 CV0351  ___________________________________________________________________
 CV0351* NAD 83(1986)-  32 03 53.     (N)    103 14 13.     (W)     SCALED    
 CV0351* NAVD 88     -       903.572  (meters)    2964.47   (feet)  ADJUSTED  
 CV0351  ___________________________________________________________________
 CV0351  GEOID HEIGHT-         -23.95  (meters)                     GEOID03
 CV0351  DYNAMIC HT  -         902.291 (meters)    2960.27  (feet)  COMP
 CV0351  MODELED GRAV-     979,190.9   (mgal)                       NAVD 88
 CV0351
 CV0351  VERT ORDER  -  SECOND    CLASS 0
 CV0351
 CV0351.The horizontal coordinates were scaled from a topographic map and have
 CV0351.an estimated accuracy of +/- 6 seconds.
 CV0351
 CV0351.The orthometric height was determined by differential leveling
 CV0351.and adjusted by the National Geodetic Survey in June 1991..
 CV0351
 CV0351.The geoid height was determined by GEOID03.
 CV0351
 CV0351.The dynamic height is computed by dividing the NAVD 88
 CV0351.geopotential number by the normal gravity value computed on the
 CV0351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0351.degrees latitude (g = 980.6199 gals.).
 CV0351
 CV0351.The modeled gravity was interpolated from observed gravity values.
 CV0351
 CV0351;                    North         East    Units  Estimated Accuracy
 CV0351;SPC NM E     -   118,570.      268,520.      MT  (+/- 180 meters Scaled)
 CV0351
 CV0351                          SUPERSEDED SURVEY CONTROL
 CV0351
 CV0351  NGVD 29 (??/??/92)  903.154  (m)         2963.10   (f) ADJ UNCH    2 0
 CV0351
 CV0351.Superseded values are not recommended for survey control.
 CV0351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0351.See file dsdata.txt to determine how the superseded data were derived.
 CV0351
 CV0351_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFR664489(NAD 83)
 CV0351_MARKER: DB = BENCH MARK DISK
 CV0351_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0351_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CV0351_STAMPING: E 311 1958
 CV0351_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CV0351+STABILITY: SURFACE MOTION
 CV0351
 CV0351  HISTORY     - Date     Condition        Report By
 CV0351  HISTORY     - 1958     MONUMENTED       CGS
 CV0351
 CV0351                          STATION DESCRIPTION
 CV0351
 CV0351'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CV0351'4.9 MI SW FROM JAL.
 CV0351'ABOUT 0.4 MILE SOUTHWEST ALONG EL PASO DRIVE FROM THE TEXAS-NEW MEXICO
 CV0351'RAILWAY STATION AT JAL, THENCE 3.0 MILES SOUTH ALONG A PAVED ROAD,
 CV0351'THENCE 1.5 MILES WEST ALONG THE EL PASO NATURAL GAS COMPANY PIPELINE
 CV0351'ROAD, 22 FEET NORTH OF THE CENTER LINE OF THE ROAD, IN LINE WITH A ROW
 CV0351'OF TELEPHONE POLES, 49 FEET EAST OF TELEPHONE POLE NUMBER 97, 2 1/2
 CV0351'FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL
 CV0351'OF THE ROAD, AND IN THE TOP OF A CONCRETE POST PROJECTING 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0354 ***********************************************************************
 CW0354  DESIGNATION -  E 312
 CW0354  PID         -  CW0354
 CW0354  STATE/COUNTY-  NM/OTERO
 CW0354  USGS QUAD   -  WOODSON CANYON (1963)
 CW0354
 CW0354                         *CURRENT SURVEY CONTROL
 CW0354  ___________________________________________________________________
 CW0354* NAD 83(1986)-  32 48 09.     (N)    105 29 20.     (W)     SCALED    
 CW0354* NAVD 88     -      2109.490  (meters)    6920.89   (feet)  POSTED    
 CW0354  ___________________________________________________________________
 CW0354  GEOID HEIGHT-         -20.25  (meters)                     GEOID03
 CW0354  DYNAMIC HT  -        2106.120 (meters)    6909.83  (feet)  COMP
 CW0354  MODELED GRAV-     978,965.0   (mgal)                       NAVD 88
 CW0354
 CW0354  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 CW0354
 CW0354.The horizontal coordinates were scaled from a topographic map and have
 CW0354.an estimated accuracy of +/- 6 seconds.
 CW0354
 CW0354.The orthometric height was determined by differential leveling
 CW0354.and adjusted by the National Geodetic Survey in 1992..
 CW0354.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 CW0354.rate of 1.1 thru 2.0 mm/km.
 CW0354
 CW0354.The geoid height was determined by GEOID03.
 CW0354
 CW0354.The dynamic height is computed by dividing the NAVD 88
 CW0354.geopotential number by the normal gravity value computed on the
 CW0354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0354.degrees latitude (g = 980.6199 gals.).
 CW0354
 CW0354.The modeled gravity was interpolated from observed gravity values.
 CW0354
 CW0354;                    North         East    Units  Estimated Accuracy
 CW0354;SPC NM C     -   200,110.      571,280.      MT  (+/- 180 meters Scaled)
 CW0354
 CW0354                          SUPERSEDED SURVEY CONTROL
 CW0354
 CW0354  NGVD 29 (??/??/92) 2108.714  (m)         6918.34   (f) ADJ UNCH    2 0
 CW0354
 CW0354.Superseded values are not recommended for survey control.
 CW0354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0354.See file dsdata.txt to determine how the superseded data were derived.
 CW0354
 CW0354_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDS542294(NAD 83)
 CW0354_MARKER: DB = BENCH MARK DISK
 CW0354_SETTING: 66 = SET IN ROCK OUTCROP
 CW0354_SP_SET: OUTCROP
 CW0354_STAMPING: E 312 1958
 CW0354_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CW0354+STABILITY: POSITION/ELEVATION WELL
 CW0354
 CW0354  HISTORY     - Date     Condition        Report By
 CW0354  HISTORY     - 1958     MONUMENTED       CGS
 CW0354  HISTORY     - 1963     GOOD             USGS
 CW0354
 CW0354                          STATION DESCRIPTION
 CW0354
 CW0354'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 CW0354'2.1 MI E FROM WEED.
 CW0354'ABOUT 2.1 MILES EAST OF POST OFFICE AT WEED ON STATE HIGHWAY 24. FROM
 CW0354'THE POST OFFICE AT WEED, GO NORTH 0.2 MILE TO INTERSECTION OF STATE
 CW0354'HIGHWAY 521 TO SACRAMENTO.  TURN RIGHT (EAST) FOR 0.5 MILE TO
 CW0354'INTERSECTION STATE HIGHWAY 521 AND STATE HIGHWAY 24.  TURN RIGHT
 CW0354'(EASTERLY) FOR 1.4 MILE.  0.2 MILE EAST OF DRIVEWAY NORTH AND 0.2 MILE
 CW0354'WEST OF NOEL M AKERS DRIVEWAY NORTH.  90 FT. NORTH CENTERLINE OF THE
 CW0354'ROAD AND 38 FT. WEST-NORTHWEST OF A PINE WITH A TRIANGULAR BLAZE. IN
 CW0354'TOP OF A ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0413 ***********************************************************************
 CW0413  DESIGNATION -  E 313
 CW0413  PID         -  CW0413
 CW0413  STATE/COUNTY-  NM/OTERO
 CW0413  USGS QUAD   -  STONE WELL (1980)
 CW0413
 CW0413                         *CURRENT SURVEY CONTROL
 CW0413  ___________________________________________________________________
 CW0413* NAD 83(1986)-  32 19 19.     (N)    105 38 37.     (W)     SCALED    
 CW0413* NAVD 88     -      1495.961  (meters)    4908.00   (feet)  POSTED    
 CW0413  ___________________________________________________________________
 CW0413  GEOID HEIGHT-         -22.03  (meters)                     GEOID03
 CW0413  DYNAMIC HT  -        1493.690 (meters)    4900.55  (feet)  COMP
 CW0413  MODELED GRAV-     979,068.4   (mgal)                       NAVD 88
 CW0413
 CW0413  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 CW0413
 CW0413.The horizontal coordinates were scaled from a topographic map and have
 CW0413.an estimated accuracy of +/- 6 seconds.
 CW0413
 CW0413.The orthometric height was determined by differential leveling
 CW0413.and adjusted by the National Geodetic Survey in 1992..
 CW0413.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 CW0413.rate of 0.0 thru 1.0 mm/km.
 CW0413
 CW0413.The geoid height was determined by GEOID03.
 CW0413
 CW0413.The dynamic height is computed by dividing the NAVD 88
 CW0413.geopotential number by the normal gravity value computed on the
 CW0413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0413.degrees latitude (g = 980.6199 gals.).
 CW0413
 CW0413.The modeled gravity was interpolated from observed gravity values.
 CW0413
 CW0413;                    North         East    Units  Estimated Accuracy
 CW0413;SPC NM C     -   146,730.      557,090.      MT  (+/- 180 meters Scaled)
 CW0413
 CW0413                          SUPERSEDED SURVEY CONTROL
 CW0413
 CW0413  NGVD 29 (??/??/92) 1495.344  (m)         4905.97   (f) ADJ UNCH    2 0
 CW0413
 CW0413.Superseded values are not recommended for survey control.
 CW0413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0413.See file dsdata.txt to determine how the superseded data were derived.
 CW0413
 CW0413_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDR394763(NAD 83)
 CW0413_MARKER: DB = BENCH MARK DISK
 CW0413_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CW0413_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CW0413_STAMPING: E 313 1958
 CW0413_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CW0413+STABILITY: SURFACE MOTION
 CW0413
 CW0413  HISTORY     - Date     Condition        Report By
 CW0413  HISTORY     - 1958     MONUMENTED       CGS
 CW0413  HISTORY     - 1962     GOOD             PECO
 CW0413
 CW0413                          STATION DESCRIPTION
 CW0413
 CW0413'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CW0413'34.85 MI SW FROM PINON.
 CW0413'ABOUT 0.65 MILES SOUTH ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 CW0413'PINON, THENCE 2.8 MILES WEST ALONG A GRAVELED ROAD, THENCE 1.35 MILES
 CW0413'SOUTH ALONG A GRAVELED ROAD, THENCE 0.2 MILE EAST ALONG A DIRT ROAD,
 CW0413'THENCE 2.65 MILES SOUTH ALONG A DIRT ROAD, THENCE 16.8 MILES SOUTHWEST
 CW0413'ALONG A CANYON ROAD, THENCE 10.4 MILES SOUTH ALONG A DIRT ROAD, 73
 CW0413'FEET WEST OF THE CENTER LINE OF THE ROAD, 2 FEET EAST OF A WHITE
 CW0413'WOODEN WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD, AND IN
 CW0413'THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 CW0413
 CW0413                          STATION RECOVERY (1962)
 CW0413
 CW0413'RECOVERY NOTE BY POHLY EXPLORATION COMPANY 1962
 CW0413'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0330 ***********************************************************************
 CW0330  DESIGNATION -  E 314
 CW0330  PID         -  CW0330
 CW0330  STATE/COUNTY-  NM/OTERO
 CW0330  USGS QUAD   -  PINON (1965)
 CW0330
 CW0330                         *CURRENT SURVEY CONTROL
 CW0330  ___________________________________________________________________
 CW0330* NAD 83(1986)-  32 34 07.     (N)    105 26 05.     (W)     SCALED    
 CW0330* NAVD 88     -      1913.410  (meters)    6277.58   (feet)  POSTED    
 CW0330  ___________________________________________________________________
 CW0330  GEOID HEIGHT-         -20.93  (meters)                     GEOID03
 CW0330  DYNAMIC HT  -        1910.410 (meters)    6267.74  (feet)  COMP
 CW0330  MODELED GRAV-     978,999.9   (mgal)                       NAVD 88
 CW0330
 CW0330  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 CW0330
 CW0330.The horizontal coordinates were scaled from a topographic map and have
 CW0330.an estimated accuracy of +/- 6 seconds.
 CW0330
 CW0330.The orthometric height was determined by differential leveling
 CW0330.and adjusted by the National Geodetic Survey in 1992..
 CW0330.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 CW0330.rate of 1.1 thru 2.0 mm/km.
 CW0330
 CW0330.The geoid height was determined by GEOID03.
 CW0330
 CW0330.The dynamic height is computed by dividing the NAVD 88
 CW0330.geopotential number by the normal gravity value computed on the
 CW0330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0330.degrees latitude (g = 980.6199 gals.).
 CW0330
 CW0330.The modeled gravity was interpolated from observed gravity values.
 CW0330
 CW0330;                    North         East    Units  Estimated Accuracy
 CW0330;SPC NM C     -   174,210.      576,550.      MT  (+/- 180 meters Scaled)
 CW0330
 CW0330                          SUPERSEDED SURVEY CONTROL
 CW0330
 CW0330  NGVD 29 (??/??/92) 1912.691  (m)         6275.22   (f) ADJ UNCH    2 0
 CW0330
 CW0330.Superseded values are not recommended for survey control.
 CW0330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0330.See file dsdata.txt to determine how the superseded data were derived.
 CW0330
 CW0330_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDS591035(NAD 83)
 CW0330_MARKER: DB = BENCH MARK DISK
 CW0330_SETTING: 66 = SET IN ROCK OUTCROP
 CW0330_SP_SET: OUTCROP
 CW0330_STAMPING: E 314 1958
 CW0330_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CW0330+STABILITY: POSITION/ELEVATION WELL
 CW0330
 CW0330  HISTORY     - Date     Condition        Report By
 CW0330  HISTORY     - 1958     MONUMENTED       CGS
 CW0330
 CW0330                          STATION DESCRIPTION
 CW0330
 CW0330'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CW0330'5.75 MI SW FROM PINON.
 CW0330'ABOUT 0.65 MILE SOUTH ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 CW0330'PINON, THENCE 2.8 MILES WEST ALONG A GRAVELED ROAD, THENCE 1.35 MILES
 CW0330'SOUTH ALONG A GRAVELED ROAD, THENCE 0.2 MILE EAST ALONG A GRAVELED
 CW0330'ROAD, THENCE 0.75 MILE SOUTH ALONG A WINDING DIRT ROAD, IN THE TOP OF
 CW0330'A ROCK OUTCROP ABOUT FLUSH WITH THE GROUND, 32 FEET SOUTHWEST OF THE
 CW0330'CENTER LINE OF THE ROAD, AT THE CREST OF A HILL, 35 YARDS NORTHWEST OF
 CW0330'A CURVE IN THE ROAD, 65 YARDS SOUTHEAST OF A CURVE IN THE ROAD, 1 FOOT
 CW0330'NORTH OF A CAIRN, AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0390 ***********************************************************************
 CV0390  DESIGNATION -  E 315
 CV0390  PID         -  CV0390
 CV0390  STATE/COUNTY-  NM/LEA
 CV0390  USGS QUAD   -  PADUCA BREAKS WEST (1973)
 CV0390
 CV0390                         *CURRENT SURVEY CONTROL
 CV0390  ___________________________________________________________________
 CV0390* NAD 83(1986)-  32 03 52.     (N)    103 43 51.     (W)     SCALED    
 CV0390* NAVD 88     -       992.418  (meters)    3255.96   (feet)  ADJUSTED  
 CV0390  ___________________________________________________________________
 CV0390  GEOID HEIGHT-         -25.44  (meters)                     GEOID03
 CV0390  DYNAMIC HT  -         990.943 (meters)    3251.12  (feet)  COMP
 CV0390  MODELED GRAV-     979,119.8   (mgal)                       NAVD 88
 CV0390
 CV0390  VERT ORDER  -  SECOND    CLASS 0
 CV0390
 CV0390.The horizontal coordinates were scaled from a topographic map and have
 CV0390.an estimated accuracy of +/- 6 seconds.
 CV0390
 CV0390.The orthometric height was determined by differential leveling
 CV0390.and adjusted by the National Geodetic Survey in June 1991..
 CV0390
 CV0390.The geoid height was determined by GEOID03.
 CV0390
 CV0390.The dynamic height is computed by dividing the NAVD 88
 CV0390.geopotential number by the normal gravity value computed on the
 CV0390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0390.degrees latitude (g = 980.6199 gals.).
 CV0390
 CV0390.The modeled gravity was interpolated from observed gravity values.
 CV0390
 CV0390;                    North         East    Units  Estimated Accuracy
 CV0390;SPC NM E     -   118,170.      221,890.      MT  (+/- 180 meters Scaled)
 CV0390
 CV0390                          SUPERSEDED SURVEY CONTROL
 CV0390
 CV0390  NGVD 29 (??/??/92)  991.920  (m)         3254.32   (f) ADJ UNCH    2 0
 CV0390
 CV0390.Superseded values are not recommended for survey control.
 CV0390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0390.See file dsdata.txt to determine how the superseded data were derived.
 CV0390
 CV0390_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFR198482(NAD 83)
 CV0390_MARKER: DB = BENCH MARK DISK
 CV0390_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0390_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CV0390_STAMPING: E 315 1958
 CV0390_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CV0390+STABILITY: SURFACE MOTION
 CV0390
 CV0390  HISTORY     - Date     Condition        Report By
 CV0390  HISTORY     - 1958     MONUMENTED       CGS
 CV0390
 CV0390                          STATION DESCRIPTION
 CV0390
 CV0390'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CV0390'29.2 MI SE FROM MALAGA.
 CV0390'ABOUT 12.3 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 CV0390'FROM THE STATION AT MALAGA, THENCE 16.9 MILES EAST ALONG THE EL PASO
 CV0390'NATURAL GAS COMPANY PIPELINE ROAD, 18 FEET SOUTH OF THE CENTER LINE OF
 CV0390'THE ROAD, ABOUT 0.1 MILE EAST OF A CATTLE GUARD, 94 FEET SOUTHEAST OF
 CV0390'AND ACROSS THE ROAD FROM TELEPHONE POLE NUMBER 16, 2 FEET WEST OF A
 CV0390'WHITE WOODEN WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD,
 CV0390'AND IN THE TOP OF A CONCRETE POST PROJECTING 9 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0077 ***********************************************************************
 DR0077  DESIGNATION -  E 316
 DR0077  PID         -  DR0077
 DR0077  STATE/COUNTY-  NM/CHAVES
 DR0077  USGS QUAD   -  BITTER LAKE (1975)
 DR0077
 DR0077                         *CURRENT SURVEY CONTROL
 DR0077  ___________________________________________________________________
 DR0077* NAD 83(1986)-  33 28 56.     (N)    104 26 58.     (W)     SCALED    
 DR0077* NAVD 88     -      1080.568  (meters)    3545.16   (feet)  ADJUSTED  
 DR0077  ___________________________________________________________________
 DR0077  GEOID HEIGHT-         -23.25  (meters)                     GEOID03
 DR0077  DYNAMIC HT  -        1079.112 (meters)    3540.39  (feet)  COMP
 DR0077  MODELED GRAV-     979,253.0   (mgal)                       NAVD 88
 DR0077
 DR0077  VERT ORDER  -  FIRST     CLASS II
 DR0077
 DR0077.The horizontal coordinates were scaled from a topographic map and have
 DR0077.an estimated accuracy of +/- 6 seconds.
 DR0077
 DR0077.The orthometric height was determined by differential leveling
 DR0077.and adjusted by the National Geodetic Survey in June 1991..
 DR0077
 DR0077.The geoid height was determined by GEOID03.
 DR0077
 DR0077.The dynamic height is computed by dividing the NAVD 88
 DR0077.geopotential number by the normal gravity value computed on the
 DR0077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0077.degrees latitude (g = 980.6199 gals.).
 DR0077
 DR0077.The modeled gravity was interpolated from observed gravity values.
 DR0077
 DR0077;                    North         East    Units  Estimated Accuracy
 DR0077;SPC NM E     -   275,240.      154,210.      MT  (+/- 180 meters Scaled)
 DR0077
 DR0077                          SUPERSEDED SURVEY CONTROL
 DR0077
 DR0077.No superseded survey control is available for this station.
 DR0077
 DR0077_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SET511048(NAD 83)
 DR0077_MARKER: DB = BENCH MARK DISK
 DR0077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR0077_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DR0077_STAMPING: E 316 1961
 DR0077_MARK LOGO: CGS   
 DR0077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR0077+STABILITY: SURFACE MOTION
 DR0077
 DR0077  HISTORY     - Date     Condition        Report By
 DR0077  HISTORY     - 1961     MONUMENTED       CGS
 DR0077  HISTORY     - 1982     GOOD             NGS
 DR0077
 DR0077                          STATION DESCRIPTION
 DR0077
 DR0077'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 DR0077'7.3 MI N FROM ROSWELL.
 DR0077'7.3 MILES NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD FROM
 DR0077'THE STATION AT ROSWELL, 87 FEET WEST OF THE CENTER OF THE CROSSING OF
 DR0077'THE ROADS, 51 FEET NORTHWEST OF THE WEST RAIL, 42 FEET SOUTHWEST OF
 DR0077'THE CENTER OF A DIRT ROAD, 21 FEET NORTHEAST OF A POWER POLE WITH ONE
 DR0077'GUY WIRE, 2 FEET NORTHEAST OF A METAL WITNESS POST WITH SIGN, 2 FEET
 DR0077'BELOW THE LEVEL OF THE RAILROAD, LEVEL WITH ROAD, 1 FOOT NORTHWEST OF
 DR0077'THE RIGHT OF WAY FENCE, SET IN TOP OF A CYLINDRICAL CONCRETE POST
 DR0077'PROJECTING 5 INCHES.
 DR0077
 DR0077                          STATION RECOVERY (1982)
 DR0077
 DR0077'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 DR0077'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0427 ***********************************************************************
 DR0427  DESIGNATION -  E 317
 DR0427  PID         -  DR0427
 DR0427  STATE/COUNTY-  NM/CHAVES
 DR0427  USGS QUAD   -  MARLEY DRAW (1962)
 DR0427
 DR0427                         *CURRENT SURVEY CONTROL
 DR0427  ___________________________________________________________________
 DR0427* NAD 83(1986)-  33 38 11.     (N)    104 33 18.     (W)     SCALED    
 DR0427* NAVD 88     -      1129.032  (meters)    3704.17   (feet)  ADJUSTED  
 DR0427  ___________________________________________________________________
 DR0427  GEOID HEIGHT-         -23.26  (meters)                     GEOID03
 DR0427  DYNAMIC HT  -        1127.500 (meters)    3699.14  (feet)  COMP
 DR0427  MODELED GRAV-     979,241.7   (mgal)                       NAVD 88
 DR0427
 DR0427  VERT ORDER  -  SECOND    CLASS 0
 DR0427
 DR0427.The horizontal coordinates were scaled from a topographic map and have
 DR0427.an estimated accuracy of +/- 6 seconds.
 DR0427
 DR0427.The orthometric height was determined by differential leveling
 DR0427.and adjusted by the National Geodetic Survey in June 1991..
 DR0427
 DR0427.The geoid height was determined by GEOID03.
 DR0427
 DR0427.The dynamic height is computed by dividing the NAVD 88
 DR0427.geopotential number by the normal gravity value computed on the
 DR0427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0427.degrees latitude (g = 980.6199 gals.).
 DR0427
 DR0427.The modeled gravity was interpolated from observed gravity values.
 DR0427
 DR0427;                    North         East    Units  Estimated Accuracy
 DR0427;SPC NM E     -   292,350.      144,440.      MT  (+/- 180 meters Scaled)
 DR0427
 DR0427                          SUPERSEDED SURVEY CONTROL
 DR0427
 DR0427  NGVD 29 (??/??/92) 1128.526  (m)         3702.51   (f) ADJ UNCH    2 0
 DR0427
 DR0427.Superseded values are not recommended for survey control.
 DR0427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0427.See file dsdata.txt to determine how the superseded data were derived.
 DR0427
 DR0427_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SET412219(NAD 83)
 DR0427_MARKER: DB = BENCH MARK DISK
 DR0427_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR0427_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DR0427_STAMPING: E 317 1961
 DR0427_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR0427+STABILITY: SURFACE MOTION
 DR0427
 DR0427  HISTORY     - Date     Condition        Report By
 DR0427  HISTORY     - 1961     MONUMENTED       CGS
 DR0427
 DR0427                          STATION DESCRIPTION
 DR0427
 DR0427'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 DR0427'16.45 MI NW FROM ROSWELL.
 DR0427'16.45 MILES NORTHWEST ALONG U.S. HIGHWAY 285 FROM THE COURTHOUSE AT
 DR0427'ROSWELL, 99 FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 3.8 FEET
 DR0427'SOUTHWEST OF A POWER POLE, 3 FEET BELOW THE LEVEL OF THE HIGHWAY, 2.4
 DR0427'FEET NORTHWEST OF A METAL WITNESS POST WITH SIGN, 1 FOOT SOUTHWEST OF
 DR0427'A FENCE, FILLED WITH DIRT AND BROKEN GLASS, SET IN TOP OF A
 DR0427'CYLINDRICAL CONCRETE POST PROJECTING 18 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0579 ***********************************************************************
 CX0579  DESIGNATION -  E 318
 CX0579  PID         -  CX0579
 CX0579  STATE/COUNTY-  NM/OTERO
 CX0579  USGS QUAD   -  ELEPHANT MOUNTAIN (1955)
 CX0579
 CX0579                         *CURRENT SURVEY CONTROL
 CX0579  ___________________________________________________________________
 CX0579* NAD 83(1986)-  32 29 16.     (N)    106 08 17.     (W)     SCALED    
 CX0579* NAVD 88     -      1258.804  (meters)    4129.93   (feet)  ADJUSTED  
 CX0579  ___________________________________________________________________
 CX0579  GEOID HEIGHT-         -23.09  (meters)                     GEOID03
 CX0579  DYNAMIC HT  -        1256.955 (meters)    4123.86  (feet)  COMP
 CX0579  MODELED GRAV-     979,125.8   (mgal)                       NAVD 88
 CX0579
 CX0579  VERT ORDER  -  FIRST     CLASS II
 CX0579
 CX0579.The horizontal coordinates were scaled from a topographic map and have
 CX0579.an estimated accuracy of +/- 6 seconds.
 CX0579
 CX0579.The orthometric height was determined by differential leveling
 CX0579.and adjusted by the National Geodetic Survey in June 1991..
 CX0579
 CX0579.The geoid height was determined by GEOID03.
 CX0579
 CX0579.The dynamic height is computed by dividing the NAVD 88
 CX0579.geopotential number by the normal gravity value computed on the
 CX0579.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0579.degrees latitude (g = 980.6199 gals.).
 CX0579
 CX0579.The modeled gravity was interpolated from observed gravity values.
 CX0579
 CX0579;                    North         East    Units  Estimated Accuracy
 CX0579;SPC NM C     -   164,960.      510,520.      MT  (+/- 180 meters Scaled)
 CX0579
 CX0579                          SUPERSEDED SURVEY CONTROL
 CX0579
 CX0579  NGVD 29 (??/??/92) 1258.226  (m)         4128.03   (f) ADJ UNCH    1 2
 CX0579
 CX0579.Superseded values are not recommended for survey control.
 CX0579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0579.See file dsdata.txt to determine how the superseded data were derived.
 CX0579
 CX0579_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR930950(NAD 83)
 CX0579_MARKER: DB = BENCH MARK DISK
 CX0579_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CX0579_SP_SET: MONUMENT
 CX0579_STAMPING: E 318 1964
 CX0579_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX0579
 CX0579  HISTORY     - Date     Condition        Report By
 CX0579  HISTORY     - 1964     MONUMENTED       CGS
 CX0579  HISTORY     - 1965     GOOD             NGS
 CX0579
 CX0579                          STATION DESCRIPTION
 CX0579
 CX0579'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 CX0579'8.0 MI NW FROM OROGRANDE.
 CX0579'0.4 MILE WEST FROM THE SOUTHERN PACIFIC RAILROAD STATION IN OROGRANDE
 CX0579'TO U.S. HIGHWAY 54, THENCE 0.5 MILE SOUTHEAST ALONG U.S. HIGHWAY 54 TO
 CX0579'WSMR ROUTE NO. 2, THENCE 4.35 MILES NORTHWEST ALONG WSMR ROUTE NO. 2
 CX0579'TO THE EAST GUARD GATE TO WSMR, PASS THROUGH GUARD GATE AND CONTINUE
 CX0579'WEST 0.15 MILE TO WSMR ROUTE NO. 252, THENCE 5.85 MILES NORTH ALONG
 CX0579'WSMR ROUTE NO. 252, 56 FEET EAST OF THE CENTERLINE OF WSMR NO. 252, 3
 CX0579'FEET EAST OF A METAL WITNESS SIGN, SET IN THE TOP OF A 12 INCH SQUARE
 CX0579'CONCRETE MONUMENT WHICH PROJECTS 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0499 ***********************************************************************
 DS0499  DESIGNATION -  E 319
 DS0499  PID         -  DS0499
 DS0499  STATE/COUNTY-  NM/SIERRA
 DS0499  USGS QUAD   -  LUMLEY LAKE NW (1982)
 DS0499
 DS0499                         *CURRENT SURVEY CONTROL
 DS0499  ___________________________________________________________________
 DS0499* NAD 83(1986)-  33 08 28.     (N)    106 27 01.     (W)     SCALED    
 DS0499* NAVD 88     -      1220.135  (meters)    4003.06   (feet)  ADJUSTED  
 DS0499  ___________________________________________________________________
 DS0499  GEOID HEIGHT-         -23.05  (meters)                     GEOID03
 DS0499  DYNAMIC HT  -        1218.371 (meters)    3997.27  (feet)  COMP
 DS0499  MODELED GRAV-     979,150.2   (mgal)                       NAVD 88
 DS0499
 DS0499  VERT ORDER  -  SECOND    CLASS 0
 DS0499
 DS0499.The horizontal coordinates were scaled from a topographic map and have
 DS0499.an estimated accuracy of +/- 6 seconds.
 DS0499
 DS0499.The orthometric height was determined by differential leveling
 DS0499.and adjusted by the National Geodetic Survey in June 1991..
 DS0499
 DS0499.The geoid height was determined by GEOID03.
 DS0499
 DS0499.The dynamic height is computed by dividing the NAVD 88
 DS0499.geopotential number by the normal gravity value computed on the
 DS0499.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0499.degrees latitude (g = 980.6199 gals.).
 DS0499
 DS0499.The modeled gravity was interpolated from observed gravity values.
 DS0499
 DS0499;                    North         East    Units  Estimated Accuracy
 DS0499;SPC NM W     -   238,260.      959,040.      MT  (+/- 180 meters Scaled)
 DS0499
 DS0499                          SUPERSEDED SURVEY CONTROL
 DS0499
 DS0499  NGVD 29 (??/??/92) 1219.515  (m)         4001.03   (f) ADJ UNCH    2 0
 DS0499
 DS0499.Superseded values are not recommended for survey control.
 DS0499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0499.See file dsdata.txt to determine how the superseded data were derived.
 DS0499
 DS0499_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS647678(NAD 83)
 DS0499_MARKER: DB = BENCH MARK DISK
 DS0499_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DS0499_SP_SET: MONUMENT
 DS0499_STAMPING: E 319 1964
 DS0499_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DS0499
 DS0499  HISTORY     - Date     Condition        Report By
 DS0499  HISTORY     - 1964     MONUMENTED       CGS
 DS0499  HISTORY     - 1968     GOOD             NGS
 DS0499
 DS0499                          STATION DESCRIPTION
 DS0499
 DS0499'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 DS0499'27.5 ME WNW FROM TULAROSA.
 DS0499'26.7 MILES WEST ALONG STATE HIGHWAY 52 (WSMR ROUTE 6) FROM THE POST
 DS0499'OFFICE IN TULAROSA, NEW MEXICO.  THENCE 0.8 MILES NORTHEAST ALONG A
 DS0499'DIRT ROAD.  IT IS 82 FEET SOUTHEAST OF THE CENTERLINE OF THE ROAD, 3
 DS0499'FEET EAST OF A 4 X 4 WITNESS POST, SET IN THE TOP OF A 12 INCH SQUARE
 DS0499'CONCRETE MONUMENT THAT PROJECTS 3 INCHES ABOVE THE GROUND AND IS ABOUT
 DS0499'THE SAME ELEVATION AS THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0138 ***********************************************************************
 FP0138  DESIGNATION -  E 32
 FP0138  PID         -  FP0138
 FP0138  STATE/COUNTY-  NM/MCKINLEY
 FP0138  USGS QUAD   -  TSE BONITA SCHOOL (1979)
 FP0138
 FP0138                         *CURRENT SURVEY CONTROL
 FP0138  ___________________________________________________________________
 FP0138* NAD 83(1986)-  35 38 08.     (N)    108 59 14.     (W)     SCALED    
 FP0138* NAVD 88     -      2154.890  (meters)    7069.83   (feet)  ADJUSTED  
 FP0138  ___________________________________________________________________
 FP0138  GEOID HEIGHT-         -21.04  (meters)                     GEOID03
 FP0138  DYNAMIC HT  -        2151.841 (meters)    7059.83  (feet)  COMP
 FP0138  MODELED GRAV-     979,141.0   (mgal)                       NAVD 88
 FP0138
 FP0138  VERT ORDER  -  FIRST     CLASS II
 FP0138
 FP0138.The horizontal coordinates were scaled from a topographic map and have
 FP0138.an estimated accuracy of +/- 6 seconds.
 FP0138
 FP0138.The orthometric height was determined by differential leveling
 FP0138.and adjusted by the National Geodetic Survey in June 1991..
 FP0138
 FP0138.The geoid height was determined by GEOID03.
 FP0138
 FP0138.The dynamic height is computed by dividing the NAVD 88
 FP0138.geopotential number by the normal gravity value computed on the
 FP0138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0138.degrees latitude (g = 980.6199 gals.).
 FP0138
 FP0138.The modeled gravity was interpolated from observed gravity values.
 FP0138
 FP0138;                    North         East    Units  Estimated Accuracy
 FP0138;SPC NM W     -   514,700.      725,490.      MT  (+/- 180 meters Scaled)
 FP0138
 FP0138                          SUPERSEDED SURVEY CONTROL
 FP0138
 FP0138  NGVD 29 (??/??/92) 2153.885  (m)         7066.54   (f) ADJ UNCH    1 2
 FP0138
 FP0138.Superseded values are not recommended for survey control.
 FP0138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0138.See file dsdata.txt to determine how the superseded data were derived.
 FP0138
 FP0138_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXE822453(NAD 83)
 FP0138_MARKER: DB = BENCH MARK DISK
 FP0138_SETTING: 66 = SET IN ROCK OUTCROP
 FP0138_SP_SET: OUTCROP
 FP0138_STAMPING: E-32 1933
 FP0138_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FP0138+STABILITY: POSITION/ELEVATION WELL
 FP0138
 FP0138  HISTORY     - Date     Condition        Report By
 FP0138  HISTORY     - 1933     MONUMENTED       CGS
 FP0138  HISTORY     - 1963     GOOD             NGS
 FP0138
 FP0138                          STATION DESCRIPTION
 FP0138
 FP0138'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 FP0138'20.65 MI NW FROM GALLUP.
 FP0138'8.3 MILES N ALONG HIGHWAY 666 TO JCT. OF 666 AND STATE HIGHWAY 68 THEN
 FP0138'12.35 MILES W ALONG 68 THEN 700 FEET S OF CENTERLINE OF HIWAY, ON THE
 FP0138'EAST SLOPE OF THE RIM OF A DRAW, ABOUT 90 FEET SE OF THE CENTERLINE OF
 FP0138'THE ABANDONED HIGHWAY, IN THE TOP OF A 6 BY 12 FOOT SANDSTONE OUTCROP.
 FP0138'A STANDARD DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0234 ***********************************************************************
 DS0234  DESIGNATION -  E 320
 DS0234  PID         -  DS0234
 DS0234  STATE/COUNTY-  NM/LINCOLN
 DS0234  USGS QUAD   -  BULL GAP SW (1981)
 DS0234
 DS0234                         *CURRENT SURVEY CONTROL
 DS0234  ___________________________________________________________________
 DS0234* NAD 83(1986)-  33 34 57.     (N)    106 12 02.     (W)     SCALED    
 DS0234* NAVD 88     -      1494.153  (meters)    4902.07   (feet)  ADJUSTED  
 DS0234  ___________________________________________________________________
 DS0234  GEOID HEIGHT-         -21.52  (meters)                     GEOID03
 DS0234  DYNAMIC HT  -        1492.001 (meters)    4895.01  (feet)  COMP
 DS0234  MODELED GRAV-     979,144.0   (mgal)                       NAVD 88
 DS0234
 DS0234  VERT ORDER  -  SECOND    CLASS 0
 DS0234
 DS0234.The horizontal coordinates were scaled from a topographic map and have
 DS0234.an estimated accuracy of +/- 6 seconds.
 DS0234
 DS0234.The orthometric height was determined by differential leveling
 DS0234.and adjusted by the National Geodetic Survey in June 1991..
 DS0234
 DS0234.The geoid height was determined by GEOID03.
 DS0234
 DS0234.The dynamic height is computed by dividing the NAVD 88
 DS0234.geopotential number by the normal gravity value computed on the
 DS0234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0234.degrees latitude (g = 980.6199 gals.).
 DS0234
 DS0234.The modeled gravity was interpolated from observed gravity values.
 DS0234
 DS0234;                    North         East    Units  Estimated Accuracy
 DS0234;SPC NM C     -   286,350.      504,590.      MT  (+/- 180 meters Scaled)
 DS0234
 DS0234                          SUPERSEDED SURVEY CONTROL
 DS0234
 DS0234  NGVD 29 (??/??/92) 1493.476  (m)         4899.85   (f) ADJ UNCH    2 0
 DS0234
 DS0234.Superseded values are not recommended for survey control.
 DS0234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0234.See file dsdata.txt to determine how the superseded data were derived.
 DS0234
 DS0234_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT885165(NAD 83)
 DS0234_MARKER: DB = BENCH MARK DISK
 DS0234_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0234_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0234_STAMPING: E 320 1968
 DS0234_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0234+STABILITY: SURFACE MOTION
 DS0234
 DS0234  HISTORY     - Date     Condition        Report By
 DS0234  HISTORY     - 1968     MONUMENTED       CGS
 DS0234  HISTORY     - 1969     GOOD             NGS
 DS0234
 DS0234                          STATION DESCRIPTION
 DS0234
 DS0234'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 DS0234'13.3 MI NW FROM OSCURO.
 DS0234'ABOUT 7.75 MILES NORTHWEST ALONG WHITE SANDS MISSILE RANGE ROUTE 12
 DS0234'FROM THE STORE AT OSCURO, THENCE 5.55 MILES NORTHWEST ALONG WHITE
 DS0234'SANDS MISSILE RANGE ROUTE 9, 90 FEET NORTHEAST OF THE CENTER OF THE
 DS0234'INTERSECTION OF THE ROUTE AND ROAD NUMBER 331, 86 FEET NORTHEAST OF
 DS0234'THE CENTER LINE OF THE ROUTE, 2.4 FEET NORTHWEST OF A METAL WITNESS
 DS0234'POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROUTE, AND SET IN THE TOP OF
 DS0234'A CONCRETE POST WHICH PROJECTS 6 INCHES ABOVE THE SURFACE OF THE
 DS0234'GROUND.  SEC 27, T 8S, R 7E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0318 ***********************************************************************
 CX0318  DESIGNATION -  E 321
 CX0318  PID         -  CX0318
 CX0318  STATE/COUNTY-  NM/OTERO
 CX0318  USGS QUAD   -  LAKE LUCERO SE (1982)
 CX0318
 CX0318                         *CURRENT SURVEY CONTROL
 CX0318  ___________________________________________________________________
 CX0318* NAD 83(1986)-  32 34 32.     (N)    106 15 26.     (W)     SCALED    
 CX0318* NAVD 88     -      1210.618  (meters)    3971.84   (feet)  ADJUSTED  
 CX0318  ___________________________________________________________________
 CX0318  GEOID HEIGHT-         -23.42  (meters)                     GEOID03
 CX0318  DYNAMIC HT  -        1208.834 (meters)    3965.98  (feet)  COMP
 CX0318  MODELED GRAV-     979,123.4   (mgal)                       NAVD 88
 CX0318
 CX0318  VERT ORDER  -  FIRST     CLASS II
 CX0318
 CX0318.The horizontal coordinates were scaled from a topographic map and have
 CX0318.an estimated accuracy of +/- 6 seconds.
 CX0318
 CX0318.The orthometric height was determined by differential leveling
 CX0318.and adjusted by the National Geodetic Survey in June 1991..
 CX0318
 CX0318.The geoid height was determined by GEOID03.
 CX0318
 CX0318.The dynamic height is computed by dividing the NAVD 88
 CX0318.geopotential number by the normal gravity value computed on the
 CX0318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0318.degrees latitude (g = 980.6199 gals.).
 CX0318
 CX0318.The modeled gravity was interpolated from observed gravity values.
 CX0318
 CX0318;                    North         East    Units  Estimated Accuracy
 CX0318;SPC NM C     -   174,690.      499,320.      MT  (+/- 180 meters Scaled)
 CX0318
 CX0318                          SUPERSEDED SURVEY CONTROL
 CX0318
 CX0318  NGVD 29 (??/??/92) 1210.038  (m)         3969.93   (f) ADJ UNCH    1 2
 CX0318
 CX0318.Superseded values are not recommended for survey control.
 CX0318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0318.See file dsdata.txt to determine how the superseded data were derived.
 CX0318
 CX0318_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS819049(NAD 83)
 CX0318_MARKER: DB = BENCH MARK DISK
 CX0318_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CX0318_SP_SET: MONUMENT
 CX0318_STAMPING: E 321 1966
 CX0318_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX0318
 CX0318  HISTORY     - Date     Condition        Report By
 CX0318  HISTORY     - 1966     MONUMENTED       CGS
 CX0318  HISTORY     - 1968     GOOD             NGS
 CX0318
 CX0318                          STATION DESCRIPTION
 CX0318
 CX0318'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CX0318'19.5 MI NE FROM W S M R HDQ BLDG 100.
 CX0318'2.2 MILES EAST ALONG W.S.M.R. ROUTE NO. 2 FROM WHITE SANDS MISSILE
 CX0318'RANGE HEADQUARTERS BUILDING TO A FORK.  THENCE LEFT FORK 10.2 MILES
 CX0318'NORTHEAST ALONG W.S.M.R. ROUTE NO. 250 TO A PAVED CROSSROAD. CONTINUE
 CX0318'NORTHEAST 5.0 MILES ALONG W.S.M.R. ROUTE NO. 250 TO TRIANGULATION
 CX0318'STATION GEORGE AND A POLELINE TO THE NORTH-NORTHWEST. THENCE
 CX0318'NORTH-NORTHWEST 2.0 MILES TO A CROSS POLELINE.  THENCE NORTHEAST 2.0
 CX0318'MILES ALONG POLELINE TO BENCH MARK, 25 FEET NORTHWEST OF THE
 CX0318'CENTERLINE OF A ROAD, 10 FEET NORTHWEST OF A TELEPHONE POLE AND 4 FEET
 CX0318'NORTHWEST OF A METAL WITNESS SIGN SET IN THE TOP OF A ROUND CONCRETE
 CX0318'MONUMENT 12 INCHES IN DIAMETER THAT PROJECTS 2 INCHES ABOVE THE
 CX0318'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0459 ***********************************************************************
 CX0459  DESIGNATION -  E 322
 CX0459  PID         -  CX0459
 CX0459  STATE/COUNTY-  NM/DONA ANA
 CX0459  USGS QUAD   -  WHITE SANDS (1955)
 CX0459
 CX0459                         *CURRENT SURVEY CONTROL
 CX0459  ___________________________________________________________________
 CX0459* NAD 83(1986)-  32 29 35.     (N)    106 23 40.     (W)     SCALED    
 CX0459* NAVD 88     -      1205.536  (meters)    3955.16   (feet)  ADJUSTED  
 CX0459  ___________________________________________________________________
 CX0459  GEOID HEIGHT-         -23.58  (meters)                     GEOID03
 CX0459  DYNAMIC HT  -        1203.743 (meters)    3949.28  (feet)  COMP
 CX0459  MODELED GRAV-     979,110.6   (mgal)                       NAVD 88
 CX0459
 CX0459  VERT ORDER  -  FIRST     CLASS I
 CX0459
 CX0459.The horizontal coordinates were scaled from a topographic map and have
 CX0459.an estimated accuracy of +/- 6 seconds.
 CX0459
 CX0459.The orthometric height was determined by differential leveling
 CX0459.and adjusted by the National Geodetic Survey in June 1991..
 CX0459.WARNING-Repeat measurements at this control monument indicate possible
 CX0459.vertical movement.
 CX0459
 CX0459.The geoid height was determined by GEOID03.
 CX0459
 CX0459.The dynamic height is computed by dividing the NAVD 88
 CX0459.geopotential number by the normal gravity value computed on the
 CX0459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0459.degrees latitude (g = 980.6199 gals.).
 CX0459
 CX0459.The modeled gravity was interpolated from observed gravity values.
 CX0459
 CX0459;                    North         East    Units  Estimated Accuracy
 CX0459;SPC NM C     -   165,550.      486,430.      MT  (+/- 180 meters Scaled)
 CX0459
 CX0459                          SUPERSEDED SURVEY CONTROL
 CX0459
 CX0459  NGVD 29 (??/??/92) 1204.942  (m)         3953.21   (f) ADJ UNCH    1 1
 CX0459
 CX0459.Superseded values are not recommended for survey control.
 CX0459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0459.See file dsdata.txt to determine how the superseded data were derived.
 CX0459
 CX0459_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR689959(NAD 83)
 CX0459_MARKER: DB = BENCH MARK DISK
 CX0459_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX0459_SP_SET: CONCRETE POST
 CX0459_STAMPING: E 322
 CX0459_MARK LOGO: CGS   
 CX0459_PROJECTION: PROJECTING 3 CENTIMETERS
 CX0459_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX0459+STABILITY: SURFACE MOTION
 CX0459
 CX0459  HISTORY     - Date     Condition        Report By
 CX0459  HISTORY     - 1966     MONUMENTED       CGS
 CX0459  HISTORY     - 1967     GOOD             NGS
 CX0459  HISTORY     - 1986     GOOD             NGS
 CX0459
 CX0459                          STATION DESCRIPTION
 CX0459
 CX0459'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 CX0459'23.5 MI SW FROM WHITE SANDS N M HDQ.
 CX0459'23.5 MILES SOUTHWEST ALONG U. S. HIGHWAY 70 FROM WHITE SANDS NATIONAL
 CX0459'MONUMENT.  THENCE 150 FEET SOUTHEAST OF THE CENTERLINE OF U. S.
 CX0459'HIGHWAY 70, 75 FEET EAST OF A FENCE, 6 FEET EAST OF WEST POWER POLE
 CX0459'SET UNDER POWER LINE BETWEEN POWER POLES, SET IN THE TOP OF A CONCRETE
 CX0459'MONUMENT 12 INCHES IN DIAMETER THAT PROJECTS 2 INCHES ABOVE GROUND.
 CX0459
 CX0459                          STATION RECOVERY (1986)
 CX0459
 CX0459'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 CX0459'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  9.6 KM (5.95
 CX0459'MI) NORTHEAST OF THE INTERSECTION OF US HIGHWAY 70 AND WSMR ROUTE 1,
 CX0459'THE ROAD TO WHITE SANDS MISSILE RANGE HEADQUARTERS, 67.0 METERS (220
 CX0459'FT) NORTHEAST OF THE CENTER OF THE PARKER STATION GATE, 25.7 METERS
 CX0459'(84 FT) SOUTHEAST OF THE CENTERLINE OF THE EASTBOUND LANES OF US
 CX0459'HIGHWAY 70, 7.8 METERS (26 FT) SOUTHEAST OF THE RIGHT-OF-WAY FENCE AND
 CX0459'BETWEEN DOUBLE POWER POLES 25-9.
 CX0459'THE MARK IS 1.7 METERS  N FROM  A WITNESS POST
 CX0459'THE MARK IS 0.9 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1427 ***********************************************************************
 CX1427  DESIGNATION -  E 322 RESET
 CX1427  PID         -  CX1427
 CX1427  STATE/COUNTY-  NM/DONA ANA
 CX1427  USGS QUAD   -  WHITE SANDS (1955)
 CX1427
 CX1427                         *CURRENT SURVEY CONTROL
 CX1427  ___________________________________________________________________
 CX1427* NAD 83(1986)-  32 29 34.     (N)    106 23 39.     (W)     SCALED    
 CX1427* NAVD 88     -      1205.251  (meters)    3954.23   (feet)  ADJUSTED  
 CX1427  ___________________________________________________________________
 CX1427  GEOID HEIGHT-         -23.58  (meters)                     GEOID03
 CX1427  DYNAMIC HT  -        1203.458 (meters)    3948.35  (feet)  COMP
 CX1427  MODELED GRAV-     979,110.5   (mgal)                       NAVD 88
 CX1427
 CX1427  VERT ORDER  -  FIRST     CLASS I
 CX1427
 CX1427.The horizontal coordinates were scaled from a topographic map and have
 CX1427.an estimated accuracy of +/- 6 seconds.
 CX1427
 CX1427.The orthometric height was determined by differential leveling
 CX1427.and adjusted by the National Geodetic Survey in June 1991..
 CX1427
 CX1427.The geoid height was determined by GEOID03.
 CX1427
 CX1427.The dynamic height is computed by dividing the NAVD 88
 CX1427.geopotential number by the normal gravity value computed on the
 CX1427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX1427.degrees latitude (g = 980.6199 gals.).
 CX1427
 CX1427.The modeled gravity was interpolated from observed gravity values.
 CX1427
 CX1427;                    North         East    Units  Estimated Accuracy
 CX1427;SPC NM C     -   165,520.      486,450.      MT  (+/- 180 meters Scaled)
 CX1427
 CX1427                          SUPERSEDED SURVEY CONTROL
 CX1427
 CX1427.No superseded survey control is available for this station.
 CX1427
 CX1427_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR690959(NAD 83)
 CX1427_MARKER: I = METAL ROD
 CX1427_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CX1427_SP_SET: STAINLESS STEEL ROD
 CX1427_STAMPING: E 322 RESET 1986
 CX1427_MARK LOGO: NGS   
 CX1427_PROJECTION: FLUSH
 CX1427_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CX1427_ROD/PIPE-DEPTH: 8.2  meters
 CX1427
 CX1427  HISTORY     - Date     Condition        Report By
 CX1427  HISTORY     - 1986     MONUMENTED       NGS
 CX1427
 CX1427                          STATION DESCRIPTION
 CX1427
 CX1427'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 CX1427'16.2 KM (10.05 MI) NE FROM WHITE SANDS MISSILE RANGE.
 CX1427'9.6 KM (5.95 MI) NORTHEAST OF THE INTERSECTION OF US HIGHWAY 70 AND
 CX1427'WSMR ROUTE 1, THE ROAD TO WHITE SANDS MISSILE RANGE HEADQUARTERS,
 CX1427'78.0 METERS (256 FT) EAST OF THE CENTER OF THE GATE TO PARKER STATION,
 CX1427'47.5 METERS (156 FT) EAST-SOUTHEAST OF THE RIGHT-OF-WAY FENCE, 37.9
 CX1427'METERS (124 FT) EAST-SOUTHEAST OF THE SOUTHEAST ONE OF TWO POWER POLES
 CX1427'AND 59.5 METERS (195 FT) NORTHEAST OF THE CENTER OF PARKER STATION
 CX1427'ROAD.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 CX1427'THE MARK IS 1.4 METERS  W FROM  A WITNESS POST
 CX1427'THE MARK IS 0.9 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0302 ***********************************************************************
 CX0302  DESIGNATION -  E 323
 CX0302  PID         -  CX0302
 CX0302  STATE/COUNTY-  NM/OTERO
 CX0302  USGS QUAD   -  FOSTER LAKE (1982)
 CX0302
 CX0302                         *CURRENT SURVEY CONTROL
 CX0302  ___________________________________________________________________
 CX0302* NAD 83(1986)-  32 43 36.     (N)    106 11 41.     (W)     SCALED    
 CX0302* NAVD 88     -      1210.283  (meters)    3970.74   (feet)  ADJUSTED  
 CX0302  ___________________________________________________________________
 CX0302  GEOID HEIGHT-         -23.16  (meters)                     GEOID03
 CX0302  DYNAMIC HT  -        1208.525 (meters)    3964.97  (feet)  COMP
 CX0302  MODELED GRAV-     979,144.7   (mgal)                       NAVD 88
 CX0302
 CX0302  VERT ORDER  -  FIRST     CLASS II
 CX0302
 CX0302.The horizontal coordinates were scaled from a topographic map and have
 CX0302.an estimated accuracy of +/- 6 seconds.
 CX0302
 CX0302.The orthometric height was determined by differential leveling
 CX0302.and adjusted by the National Geodetic Survey in June 1991..
 CX0302
 CX0302.The geoid height was determined by GEOID03.
 CX0302
 CX0302.The dynamic height is computed by dividing the NAVD 88
 CX0302.geopotential number by the normal gravity value computed on the
 CX0302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0302.degrees latitude (g = 980.6199 gals.).
 CX0302
 CX0302.The modeled gravity was interpolated from observed gravity values.
 CX0302
 CX0302;                    North         East    Units  Estimated Accuracy
 CX0302;SPC NM C     -   191,440.      505,180.      MT  (+/- 180 meters Scaled)
 CX0302
 CX0302                          SUPERSEDED SURVEY CONTROL
 CX0302
 CX0302  NGVD 29 (??/??/92) 1209.709  (m)         3968.85   (f) ADJ UNCH    1 2
 CX0302
 CX0302.Superseded values are not recommended for survey control.
 CX0302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0302.See file dsdata.txt to determine how the superseded data were derived.
 CX0302
 CX0302_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS880216(NAD 83)
 CX0302_MARKER: DB = BENCH MARK DISK
 CX0302_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CX0302_SP_SET: MONUMENT
 CX0302_STAMPING: E 323 1968
 CX0302_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX0302
 CX0302  HISTORY     - Date     Condition        Report By
 CX0302  HISTORY     - 1968     MONUMENTED       CGS
 CX0302
 CX0302                          STATION DESCRIPTION
 CX0302
 CX0302'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 CX0302'4.3 MI SW FROM WHITE SANDS NATL MONUMENT.
 CX0302'2.6 MILES SOUTHWEST ALONG U. S. HIGHWAY 70 FROM WHITE SANDS NATIONAL
 CX0302'MONUMENT HEADQUARTERS.  THENCE 1.0 MILE SOUTH ALONG A DIRT ROAD.
 CX0302'THENCE 1.2 MILES WEST ALONG A POWERLINE.  THENCE 0.6 MILE EAST
 CX0302'SOUTHEAST ALONG A POLE LINE AT THE CREST OF A SMALL HILL, IN LINE WITH
 CX0302'A ROW OF TELEPHONE POLES.  IT IS 10.5 FEET EAST OF A TELEPHONE POLE,
 CX0302'7.0 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 3.0 FEET NORTH OF A
 CX0302'METAL WITNESS SIGN, SET IN THE TOP OF A CONCRETE MONUMENT, 1 FOOT IN
 CX0302'DIAMETER, THAT PROJECTS 0.5 FOOT ABOVE THE GROUND AND IS ABOUT 1 FOOT
 CX0302'HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0686 ***********************************************************************
 DS0686  DESIGNATION -  E 327
 DS0686  PID         -  DS0686
 DS0686  STATE/COUNTY-  NM/SOCORRO
 DS0686  USGS QUAD   -  CERRO DE LA CAMPANA (1982)
 DS0686
 DS0686                         *CURRENT SURVEY CONTROL
 DS0686  ___________________________________________________________________
 DS0686* NAD 83(1986)-  33 47 58.     (N)    106 40 14.     (W)     SCALED    
 DS0686* NAVD 88     -      1511.507  (meters)    4959.00   (feet)  ADJUSTED  
 DS0686  ___________________________________________________________________
 DS0686  GEOID HEIGHT-         -22.30  (meters)                     GEOID03
 DS0686  DYNAMIC HT  -        1509.336 (meters)    4951.88  (feet)  COMP
 DS0686  MODELED GRAV-     979,147.6   (mgal)                       NAVD 88
 DS0686
 DS0686  VERT ORDER  -  SECOND    CLASS 0
 DS0686
 DS0686.The horizontal coordinates were scaled from a topographic map and have
 DS0686.an estimated accuracy of +/- 6 seconds.
 DS0686
 DS0686.The orthometric height was determined by differential leveling
 DS0686.and adjusted by the National Geodetic Survey in June 1991..
 DS0686
 DS0686.The geoid height was determined by GEOID03.
 DS0686
 DS0686.The dynamic height is computed by dividing the NAVD 88
 DS0686.geopotential number by the normal gravity value computed on the
 DS0686.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0686.degrees latitude (g = 980.6199 gals.).
 DS0686
 DS0686.The modeled gravity was interpolated from observed gravity values.
 DS0686
 DS0686;                    North         East    Units  Estimated Accuracy
 DS0686;SPC NM C     -   310,490.      461,060.      MT  (+/- 180 meters Scaled)
 DS0686
 DS0686                          SUPERSEDED SURVEY CONTROL
 DS0686
 DS0686  NGVD 29 (??/??/92) 1510.821  (m)         4956.75   (f) ADJ UNCH    2 0
 DS0686
 DS0686.Superseded values are not recommended for survey control.
 DS0686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0686.See file dsdata.txt to determine how the superseded data were derived.
 DS0686
 DS0686_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT453411(NAD 83)
 DS0686_MARKER: DB = BENCH MARK DISK
 DS0686_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0686_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0686_STAMPING: E 327 1966
 DS0686_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0686+STABILITY: SURFACE MOTION
 DS0686
 DS0686  HISTORY     - Date     Condition        Report By
 DS0686  HISTORY     - 1966     MONUMENTED       CGS
 DS0686
 DS0686                          STATION DESCRIPTION
 DS0686
 DS0686'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 DS0686'2.35 MI S FROM STALLION RANGE CENTER.
 DS0686'ABOUT 0.35 MILE NORTHWEST ALONG WHITE SANDS MISSILE RANGE ROUTE 7 FROM
 DS0686'THE HEADQUARTERS BUILDING AT STALLION RANGE CENTER, THENCE 2.0 MILES
 DS0686'SOUTH ALONG WHITE SANDS MISSILE RANGE ROUTE 5, IN S 7, T 6 S, R 3 E,
 DS0686'148 FEET WEST OF THE CENTER LINE OF THE ROAD, 4 FEET SOUTH OF A
 DS0686'TELEPHONE POLE AND IN LINE WITH A ROW OF TELEPHONE POLES, 1.0 FOOT
 DS0686'WEST OF A METAL WITNESS POST, ABOUT 3 FEET ABOVE THE LEVEL OF THE
 DS0686'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0542 ***********************************************************************
 DS0542  DESIGNATION -  E 328
 DS0542  PID         -  DS0542
 DS0542  STATE/COUNTY-  NM/SIERRA
 DS0542  USGS QUAD   -  SALINAS PEAK NW (1981)
 DS0542
 DS0542                         *CURRENT SURVEY CONTROL
 DS0542  ___________________________________________________________________
 DS0542* NAD 83(1986)-  33 26 20.     (N)    106 40 51.     (W)     SCALED    
 DS0542* NAVD 88     -      1480.663  (meters)    4857.81   (feet)  ADJUSTED  
 DS0542  ___________________________________________________________________
 DS0542  GEOID HEIGHT-         -22.39  (meters)                     GEOID03
 DS0542  DYNAMIC HT  -        1478.527 (meters)    4850.80  (feet)  COMP
 DS0542  MODELED GRAV-     979,142.2   (mgal)                       NAVD 88
 DS0542
 DS0542  VERT ORDER  -  SECOND    CLASS 0
 DS0542
 DS0542.The horizontal coordinates were scaled from a topographic map and have
 DS0542.an estimated accuracy of +/- 6 seconds.
 DS0542
 DS0542.The orthometric height was determined by differential leveling
 DS0542.and adjusted by the National Geodetic Survey in June 1991..
 DS0542
 DS0542.The geoid height was determined by GEOID03.
 DS0542
 DS0542.The dynamic height is computed by dividing the NAVD 88
 DS0542.geopotential number by the normal gravity value computed on the
 DS0542.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0542.degrees latitude (g = 980.6199 gals.).
 DS0542
 DS0542.The modeled gravity was interpolated from observed gravity values.
 DS0542
 DS0542;                    North         East    Units  Estimated Accuracy
 DS0542;SPC NM W     -   271,020.      937,160.      MT  (+/- 180 meters Scaled)
 DS0542
 DS0542                          SUPERSEDED SURVEY CONTROL
 DS0542
 DS0542  NGVD 29 (??/??/92) 1480.001  (m)         4855.64   (f) ADJ UNCH    2 0
 DS0542
 DS0542.Superseded values are not recommended for survey control.
 DS0542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0542.See file dsdata.txt to determine how the superseded data were derived.
 DS0542
 DS0542_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT437012(NAD 83)
 DS0542_MARKER: DB = BENCH MARK DISK
 DS0542_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DS0542_SP_SET: 12 FT
 DS0542_STAMPING: E 328 1966
 DS0542_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DS0542
 DS0542  HISTORY     - Date     Condition        Report By
 DS0542  HISTORY     - 1966     MONUMENTED       CGS
 DS0542
 DS0542                          STATION DESCRIPTION
 DS0542
 DS0542'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 DS0542'27.9 MI S FROM STALLION RANGE CENTER.
 DS0542'ABOUT 0.35 MILE NORTHWEST ALONG WHITE SANDS MISSILE RANGE ROUTE 7 FROM
 DS0542'THE HEADQUARTERS BUILDING AT STALLION RANGE CENTER, THENCE 27.55 MILES
 DS0542'SOUTH ALONG WHITE SANDS MISSILE RANGE ROUTE 5, IN S 13, T 10 S, R 2 E,
 DS0542'223 FEET WEST OF THE CENTER LINE OF THE ROAD, 9 FEET SOUTH OF THE 1ST
 DS0542'TELEPHONE POLE NORTH OF 4 POLES BRACED BY 8 GUY WIRES, IN LINE WITH A
 DS0542'ROW OF TELEPHONE POLES, 1.0 FOOT WEST OF A METAL WITNESS POST, ABOUT
 DS0542'LEVEL WITH THE ROAD, AND ON THE TOP OF A 5/8-INCH COPPER COATED ROD
 DS0542'THAT IS DRIVEN TO A DEPTH OF 12 FEET, ENCASED IN A 6-INCH CAST IRON
 DS0542'PIPE PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0624 ***********************************************************************
 DS0624  DESIGNATION -  E 329
 DS0624  PID         -  DS0624
 DS0624  STATE/COUNTY-  NM/SOCORRO
 DS0624  USGS QUAD   -  CANON AGUA BUENA (1981)
 DS0624
 DS0624                         *CURRENT SURVEY CONTROL
 DS0624  ___________________________________________________________________
 DS0624* NAD 83(1986)-  33 53 23.     (N)    106 44 50.     (W)     SCALED    
 DS0624* NAVD 88     -      1504.066  (meters)    4934.59   (feet)  ADJUSTED  
 DS0624  ___________________________________________________________________
 DS0624  GEOID HEIGHT-         -22.25  (meters)                     GEOID03
 DS0624  DYNAMIC HT  -        1501.925 (meters)    4927.57  (feet)  COMP
 DS0624  MODELED GRAV-     979,160.5   (mgal)                       NAVD 88
 DS0624
 DS0624  VERT ORDER  -  FIRST     CLASS II
 DS0624
 DS0624.The horizontal coordinates were scaled from a topographic map and have
 DS0624.an estimated accuracy of +/- 6 seconds.
 DS0624
 DS0624.The orthometric height was determined by differential leveling
 DS0624.and adjusted by the National Geodetic Survey in June 1991..
 DS0624
 DS0624.The geoid height was determined by GEOID03.
 DS0624
 DS0624.The dynamic height is computed by dividing the NAVD 88
 DS0624.geopotential number by the normal gravity value computed on the
 DS0624.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0624.degrees latitude (g = 980.6199 gals.).
 DS0624
 DS0624.The modeled gravity was interpolated from observed gravity values.
 DS0624
 DS0624;                    North         East    Units  Estimated Accuracy
 DS0624;SPC NM C     -   320,530.      454,010.      MT  (+/- 180 meters Scaled)
 DS0624
 DS0624                          SUPERSEDED SURVEY CONTROL
 DS0624
 DS0624  NGVD 29 (??/??/92) 1503.390  (m)         4932.37   (f) ADJ UNCH    1 2
 DS0624
 DS0624.Superseded values are not recommended for survey control.
 DS0624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0624.See file dsdata.txt to determine how the superseded data were derived.
 DS0624
 DS0624_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT384513(NAD 83)
 DS0624_MARKER: DB = BENCH MARK DISK
 DS0624_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DS0624_SP_SET: 10 FEET
 DS0624_STAMPING: E 329 1966
 DS0624_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DS0624
 DS0624  HISTORY     - Date     Condition        Report By
 DS0624  HISTORY     - 1966     MONUMENTED       CGS
 DS0624
 DS0624                          STATION DESCRIPTION
 DS0624
 DS0624'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 DS0624'7.15 MI E FROM SAN ANTONIO.
 DS0624'ABOUT 7.15 MILES EAST ALONG U.S. HIGHWAY 380 FROM THE POST OFFICE AT
 DS0624'SAN ANTONIO, IN S 8, T 5 S, R 2 E, 82 FEET SOUTH OF THE CENTER LINE OF
 DS0624'THE HIGHWAY, 36 FEET NORTH OF TELEPHONE POLE NUMBER 1, 18 FEET NORTH
 DS0624'OF THE RIGHT-OF-WAY FENCE, 1.0 FOOT WEST OF A METAL WITNESS POST,
 DS0624'ABOUT LEVEL WITH THE HIGHWAY, AND ON THE TOP OF A 5/8-INCH COPPER
 DS0624'COATED ROD THAT IS DRIVEN TO A DEPTH OF 10 FEET AND ENCASED IN A
 DS0624'6-INCH CAST IRON PIPE WHICH PROJECTS 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0202 ***********************************************************************
 CW0202  DESIGNATION -  E 33
 CW0202  PID         -  CW0202
 CW0202  STATE/COUNTY-  NM/EDDY
 CW0202  USGS QUAD   -  RATTLESNAKE SPRING (1978)
 CW0202
 CW0202                         *CURRENT SURVEY CONTROL
 CW0202  ___________________________________________________________________
 CW0202* NAD 83(1986)-  32 07 23.     (N)    104 26 39.     (W)     SCALED    
 CW0202* NAVD 88     -      1080.614  (meters)    3545.31   (feet)  ADJUSTED  
 CW0202  ___________________________________________________________________
 CW0202  GEOID HEIGHT-         -24.11  (meters)                     GEOID03
 CW0202  DYNAMIC HT  -        1079.010 (meters)    3540.05  (feet)  COMP
 CW0202  MODELED GRAV-     979,118.6   (mgal)                       NAVD 88
 CW0202
 CW0202  VERT ORDER  -  FIRST     CLASS II
 CW0202
 CW0202.The horizontal coordinates were scaled from a topographic map and have
 CW0202.an estimated accuracy of +/- 6 seconds.
 CW0202
 CW0202.The orthometric height was determined by differential leveling
 CW0202.and adjusted by the National Geodetic Survey in June 1991..
 CW0202
 CW0202.The geoid height was determined by GEOID03.
 CW0202
 CW0202.The dynamic height is computed by dividing the NAVD 88
 CW0202.geopotential number by the normal gravity value computed on the
 CW0202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0202.degrees latitude (g = 980.6199 gals.).
 CW0202
 CW0202.The modeled gravity was interpolated from observed gravity values.
 CW0202
 CW0202;                    North         East    Units  Estimated Accuracy
 CW0202;SPC NM E     -   124,520.      154,540.      MT  (+/- 180 meters Scaled)
 CW0202
 CW0202                          SUPERSEDED SURVEY CONTROL
 CW0202
 CW0202  NGVD 29 (??/??/92) 1080.082  (m)         3543.57   (f) ADJ UNCH    1 2
 CW0202
 CW0202.Superseded values are not recommended for survey control.
 CW0202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0202.See file dsdata.txt to determine how the superseded data were derived.
 CW0202
 CW0202_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SER524542(NAD 83)
 CW0202_MARKER: DB = BENCH MARK DISK
 CW0202_SETTING: 66 = SET IN ROCK OUTCROP
 CW0202_SP_SET: ROCK LEDGE
 CW0202_STAMPING: E 33 1933
 CW0202_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CW0202+STABILITY: POSITION/ELEVATION WELL
 CW0202
 CW0202  HISTORY     - Date     Condition        Report By
 CW0202  HISTORY     - 1933     MONUMENTED       CGS
 CW0202  HISTORY     - 1958     GOOD             NGS
 CW0202  HISTORY     - 1974     MARK NOT FOUND   USGS
 CW0202  HISTORY     - 1977     MARK NOT FOUND   NGS
 CW0202
 CW0202                          STATION DESCRIPTION
 CW0202
 CW0202'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CW0202'6.0 MI SW FROM WHITES CITY.
 CW0202'ABOUT 0.1 MILE SOUTHEAST ALONG STATE HIGHWAY 7 FROM THE POST OFFICE AT
 CW0202'WHITES CITY, THENCE 2.1 MILES SOUTHWEST ALONG U. S. HIGHWAYS 62 AND
 CW0202'180, THENCE 3.8 MILES SOUTHWEST ALONG OLD HIGHWAY 62, IN THE TOP OF A
 CW0202'ROCK LEDGE ON THE NORTHWEST BANK OF A CANYON, 43 FEET SOUTHEAST OF THE
 CW0202'CENTER LINE OF THE OLD HIGHWAY, ABOUT 3 FEET BELOW THE LEVEL OF THE
 CW0202'OLD HIGHWAY, AND ABOUT 4 FEET ABOVE THE BOTTOM OF THE CANYON.
 CW0202
 CW0202                          STATION RECOVERY (1974)
 CW0202
 CW0202'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 CW0202'MARK NOT FOUND.
 CW0202
 CW0202                          STATION RECOVERY (1977)
 CW0202
 CW0202'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CW0202'NOT RECOVERED THIS DATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0494 ***********************************************************************
 DS0494  DESIGNATION -  E 330
 DS0494  PID         -  DS0494
 DS0494  STATE/COUNTY-  NM/SIERRA
 DS0494  USGS QUAD   -  LUMLEY LAKE (1982)
 DS0494
 DS0494                         *CURRENT SURVEY CONTROL
 DS0494  ___________________________________________________________________
 DS0494* NAD 83(1986)-  33 01 22.     (N)    106 25 59.     (W)     SCALED    
 DS0494* NAVD 88     -      1217.849  (meters)    3995.56   (feet)  ADJUSTED  
 DS0494  ___________________________________________________________________
 DS0494  GEOID HEIGHT-         -23.22  (meters)                     GEOID03
 DS0494  DYNAMIC HT  -        1216.084 (meters)    3989.77  (feet)  COMP
 DS0494  MODELED GRAV-     979,147.4   (mgal)                       NAVD 88
 DS0494
 DS0494  VERT ORDER  -  SECOND    CLASS 0
 DS0494
 DS0494.The horizontal coordinates were scaled from a topographic map and have
 DS0494.an estimated accuracy of +/- 6 seconds.
 DS0494
 DS0494.The orthometric height was determined by differential leveling
 DS0494.and adjusted by the National Geodetic Survey in June 1991..
 DS0494
 DS0494.The geoid height was determined by GEOID03.
 DS0494
 DS0494.The dynamic height is computed by dividing the NAVD 88
 DS0494.geopotential number by the normal gravity value computed on the
 DS0494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0494.degrees latitude (g = 980.6199 gals.).
 DS0494
 DS0494.The modeled gravity was interpolated from observed gravity values.
 DS0494
 DS0494;                    North         East    Units  Estimated Accuracy
 DS0494;SPC NM W     -   225,150.      960,820.      MT  (+/- 180 meters Scaled)
 DS0494
 DS0494                          SUPERSEDED SURVEY CONTROL
 DS0494
 DS0494  NGVD 29 (??/??/92) 1217.238  (m)         3993.55   (f) ADJ UNCH    2 0
 DS0494
 DS0494.Superseded values are not recommended for survey control.
 DS0494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0494.See file dsdata.txt to determine how the superseded data were derived.
 DS0494
 DS0494_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS661547(NAD 83)
 DS0494_MARKER: DB = BENCH MARK DISK
 DS0494_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0494_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0494_STAMPING: E 330 1966
 DS0494_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0494+STABILITY: SURFACE MOTION
 DS0494
 DS0494  HISTORY     - Date     Condition        Report By
 DS0494  HISTORY     - 1966     MONUMENTED       CGS
 DS0494  HISTORY     - 1968     GOOD             NGS
 DS0494
 DS0494                          STATION DESCRIPTION
 DS0494
 DS0494'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 DS0494'11.05 MI SE FROM RHODES CANYON RANGE CENTER.
 DS0494'ABOUT 4.0 MILES SOUTHEAST ALONG WHITE SANDS MISSILE RANGE ROUTE 6 FROM
 DS0494'THE HEADQUARTERS BUILDING AT RHODES CANYON RANGE CENTER, THENCE 3.1
 DS0494'MILES SOUTH ALONG WHITE SANDS MISSILE RANGE 304, THENCE 3.95 MILES
 DS0494'SOUTH ALONG A BLADED DIRT ROAD, IN S 7, T 15 S, R 6 E, 64 FEET
 DS0494'NORTHEAST OF THE CENTER LINE OF THE ROAD, 2.4 FEET NORTHEAST OF A
 DS0494'METAL WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD, AND SET
 DS0494'IN THE TOP OF A CONCRETE POST.
 DS0494
 DS0494                          STATION RECOVERY (1968)
 DS0494
 DS0494'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 DS0494'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0474 ***********************************************************************
 DS0474  DESIGNATION -  E 331
 DS0474  PID         -  DS0474
 DS0474  STATE/COUNTY-  NM/OTERO
 DS0474  USGS QUAD   -  LUMLEY LAKE NE (1982)
 DS0474
 DS0474                         *CURRENT SURVEY CONTROL
 DS0474  ___________________________________________________________________
 DS0474* NAD 83(1986)-  33 08 20.     (N)    106 17 10.     (W)     SCALED    
 DS0474* NAVD 88     -      1233.334  (meters)    4046.36   (feet)  ADJUSTED  
 DS0474  ___________________________________________________________________
 DS0474  GEOID HEIGHT-         -22.95  (meters)                     GEOID03
 DS0474  DYNAMIC HT  -        1231.561 (meters)    4040.55  (feet)  COMP
 DS0474  MODELED GRAV-     979,158.1   (mgal)                       NAVD 88
 DS0474
 DS0474  VERT ORDER  -  SECOND    CLASS 0
 DS0474
 DS0474.The horizontal coordinates were scaled from a topographic map and have
 DS0474.an estimated accuracy of +/- 6 seconds.
 DS0474
 DS0474.The orthometric height was determined by differential leveling
 DS0474.and adjusted by the National Geodetic Survey in June 1991..
 DS0474
 DS0474.The geoid height was determined by GEOID03.
 DS0474
 DS0474.The dynamic height is computed by dividing the NAVD 88
 DS0474.geopotential number by the normal gravity value computed on the
 DS0474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0474.degrees latitude (g = 980.6199 gals.).
 DS0474
 DS0474.The modeled gravity was interpolated from observed gravity values.
 DS0474
 DS0474;                    North         East    Units  Estimated Accuracy
 DS0474;SPC NM C     -   237,150.      496,630.      MT  (+/- 180 meters Scaled)
 DS0474
 DS0474                          SUPERSEDED SURVEY CONTROL
 DS0474
 DS0474  NGVD 29 (??/??/92) 1232.723  (m)         4044.36   (f) ADJ UNCH    2 0
 DS0474
 DS0474.Superseded values are not recommended for survey control.
 DS0474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0474.See file dsdata.txt to determine how the superseded data were derived.
 DS0474
 DS0474_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS800674(NAD 83)
 DS0474_MARKER: DB = BENCH MARK DISK
 DS0474_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DS0474_SP_SET: FOUNDATION
 DS0474_STAMPING: E 331 1966
 DS0474_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DS0474
 DS0474  HISTORY     - Date     Condition        Report By
 DS0474  HISTORY     - 1966     MONUMENTED       CGS
 DS0474
 DS0474                          STATION DESCRIPTION
 DS0474
 DS0474'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 DS0474'13.25 MI NE FROM RHODES CANYON RANGE CENTER.
 DS0474'ABOUT 11.4 MILES EAST ALONG WHITE SANDS MISSILE RANGE ROUTE 6 FROM THE
 DS0474'HEADQUARTERS BUILDING AT RHODES CANYON RANGE CENTER, THENCE 1.85 MILES
 DS0474'NORTH ALONG WHITE SANDS MISSILE RANGE ROUTE 17, AT WSMR
 DS0474'INSTRUMENTATION SITE EC 50, 151 FEET WEST OF THE CENTER LINE OF THE
 DS0474'ROAD, SET IN THE TOP OF THE NORTHWEST CORNER OF THE FOUNDATION WHICH
 DS0474'SUPPORTS THE CAMERA FOR TRACK NUMBER 104, AND PROJECTS 6 INCHES ABOVE
 DS0474'THE LEVEL OF THE GROUND, 104 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF
 DS0474'THE BUILDING 20985, AND ABOUT 10 FEET ABOVE THE LEVEL OF THE ROAD. S
 DS0474'34, T 13 S, R 7 E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0468 ***********************************************************************
 DS0468  DESIGNATION -  E 332
 DS0468  PID         -  DS0468
 DS0468  STATE/COUNTY-  NM/LINCOLN
 DS0468  USGS QUAD   -  THREE RIVERS NW (1981)
 DS0468
 DS0468                         *CURRENT SURVEY CONTROL
 DS0468  ___________________________________________________________________
 DS0468* NAD 83(1986)-  33 26 54.     (N)    106 09 10.     (W)     SCALED    
 DS0468* NAVD 88     -      1369.065  (meters)    4491.67   (feet)  ADJUSTED  
 DS0468  ___________________________________________________________________
 DS0468  GEOID HEIGHT-         -21.74  (meters)                     GEOID03
 DS0468  DYNAMIC HT  -        1367.116 (meters)    4485.28  (feet)  COMP
 DS0468  MODELED GRAV-     979,166.1   (mgal)                       NAVD 88
 DS0468
 DS0468  VERT ORDER  -  SECOND    CLASS 0
 DS0468
 DS0468.The horizontal coordinates were scaled from a topographic map and have
 DS0468.an estimated accuracy of +/- 6 seconds.
 DS0468
 DS0468.The orthometric height was determined by differential leveling
 DS0468.and adjusted by the National Geodetic Survey in June 1991..
 DS0468
 DS0468.The geoid height was determined by GEOID03.
 DS0468
 DS0468.The dynamic height is computed by dividing the NAVD 88
 DS0468.geopotential number by the normal gravity value computed on the
 DS0468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0468.degrees latitude (g = 980.6199 gals.).
 DS0468
 DS0468.The modeled gravity was interpolated from observed gravity values.
 DS0468
 DS0468;                    North         East    Units  Estimated Accuracy
 DS0468;SPC NM C     -   271,480.      509,040.      MT  (+/- 180 meters Scaled)
 DS0468
 DS0468                          SUPERSEDED SURVEY CONTROL
 DS0468
 DS0468  NGVD 29 (??/??/92) 1368.438  (m)         4489.62   (f) ADJ UNCH    2 0
 DS0468
 DS0468.Superseded values are not recommended for survey control.
 DS0468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0468.See file dsdata.txt to determine how the superseded data were derived.
 DS0468
 DS0468_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT928015(NAD 83)
 DS0468_MARKER: DB = BENCH MARK DISK
 DS0468_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0468_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0468_STAMPING: E 332 1966
 DS0468_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0468+STABILITY: SURFACE MOTION
 DS0468
 DS0468  HISTORY     - Date     Condition        Report By
 DS0468  HISTORY     - 1966     MONUMENTED       CGS
 DS0468
 DS0468                          STATION DESCRIPTION
 DS0468
 DS0468'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 DS0468'8.95 MI SW FROM OSCURO.
 DS0468'ABOUT 4.0 MILES NORTHWEST ALONG WHITE SANDS MISSILE RANGE ROUTE 17
 DS0468'FROM THE STORE AT OSCURO, THENCE 4.95 MILES SOUTHWEST ALONG WHITE
 DS0468'SANDS MISSILE RANGE ROUTE 312, IN S 7, T 10 S, R 8 E, 0.45 MILE
 DS0468'NORTHEAST OF AN ABANDONED BUILDING AND WINDMILL, 153 FEET NORTHWEST OF
 DS0468'THE CENTER OF THE JUNCTION OF THE ROAD AND A BLADED DIRT ROAD, 51 FEET
 DS0468'WEST OF THE CENTER LINE OF THE ROAD, 24 1/2 FEET SOUTHWEST OF A POWER
 DS0468'POLE BRACED BY 2 GUY WIRES, 2.2 FEET WEST OF A METAL WITNESS POST,
 DS0468'ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 DS0468'PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0722 ***********************************************************************
 DS0722  DESIGNATION -  E 333
 DS0722  PID         -  DS0722
 DS0722  STATE/COUNTY-  NM/SOCORRO
 DS0722  USGS QUAD   -  GREENS BABER WELL (1981)
 DS0722
 DS0722                         *CURRENT SURVEY CONTROL
 DS0722  ___________________________________________________________________
 DS0722* NAD 83(1986)-  33 38 58.     (N)    106 33 22.     (W)     SCALED    
 DS0722* NAVD 88     -      1429.104  (meters)    4688.65   (feet)  ADJUSTED  
 DS0722  ___________________________________________________________________
 DS0722  GEOID HEIGHT-         -22.37  (meters)                     GEOID03
 DS0722  DYNAMIC HT  -        1427.034 (meters)    4681.86  (feet)  COMP
 DS0722  MODELED GRAV-     979,138.7   (mgal)                       NAVD 88
 DS0722
 DS0722  VERT ORDER  -  SECOND    CLASS 0
 DS0722
 DS0722.The horizontal coordinates were scaled from a topographic map and have
 DS0722.an estimated accuracy of +/- 6 seconds.
 DS0722
 DS0722.The orthometric height was determined by differential leveling
 DS0722.and adjusted by the National Geodetic Survey in June 1991..
 DS0722
 DS0722.The geoid height was determined by GEOID03.
 DS0722
 DS0722.The dynamic height is computed by dividing the NAVD 88
 DS0722.geopotential number by the normal gravity value computed on the
 DS0722.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0722.degrees latitude (g = 980.6199 gals.).
 DS0722
 DS0722.The modeled gravity was interpolated from observed gravity values.
 DS0722
 DS0722;                    North         East    Units  Estimated Accuracy
 DS0722;SPC NM C     -   293,820.      471,610.      MT  (+/- 180 meters Scaled)
 DS0722
 DS0722                          SUPERSEDED SURVEY CONTROL
 DS0722
 DS0722  NGVD 29 (??/??/92) 1428.419  (m)         4686.40   (f) ADJ UNCH    2 0
 DS0722
 DS0722.Superseded values are not recommended for survey control.
 DS0722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0722.See file dsdata.txt to determine how the superseded data were derived.
 DS0722
 DS0722_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT557243(NAD 83)
 DS0722_MARKER: DB = BENCH MARK DISK
 DS0722_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0722_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0722_STAMPING: E 333 1966
 DS0722_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0722+STABILITY: SURFACE MOTION
 DS0722
 DS0722  HISTORY     - Date     Condition        Report By
 DS0722  HISTORY     - 1966     MONUMENTED       CGS
 DS0722
 DS0722                          STATION DESCRIPTION
 DS0722
 DS0722'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 DS0722'14.2 MI SE FROM STALLION RANGE CENTER.
 DS0722'ABOUT 13.2 MILES SOUTHEAST ALONG WHITE SANDS MISSILE RANGE ROUTE 7
 DS0722'FROM THE HEADQUARTERS BUILDING AT STALLION RANGE CENTER, THENCE 1.0
 DS0722'MILE SOUTHWEST ALONG WHITE SANDS MISSILE RANGE ROUTE 20, IN S 32, T 7
 DS0722'S, R 4 E, 148 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 8 FEET
 DS0722'NORTHEAST OF THE 3RD TELEPHONE POLE NORTHEAST OF A DOUBLE TELEPHONE
 DS0722'POLE BRACED BY 4 GUY WIRES, IN LINE WITH A ROW OF TELEPHONE POLES, 1.1
 DS0722'FEET SOUTHWEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND
 DS0722'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0508 ***********************************************************************
 CX0508  DESIGNATION -  E 334
 CX0508  PID         -  CX0508
 CX0508  STATE/COUNTY-  NM/OTERO
 CX0508  USGS QUAD   -  NEWMAN (1955)
 CX0508
 CX0508                         *CURRENT SURVEY CONTROL
 CX0508  ___________________________________________________________________
 CX0508* NAD 83(1986)-  32 05 28.     (N)    106 18 08.     (W)     SCALED    
 CX0508* NAVD 88     -      1232.389  (meters)    4043.26   (feet)  ADJUSTED  
 CX0508  ___________________________________________________________________
 CX0508  GEOID HEIGHT-         -23.78  (meters)                     GEOID03
 CX0508  DYNAMIC HT  -        1230.527 (meters)    4037.15  (feet)  COMP
 CX0508  MODELED GRAV-     979,086.7   (mgal)                       NAVD 88
 CX0508
 CX0508  VERT ORDER  -  FIRST     CLASS II
 CX0508
 CX0508.The horizontal coordinates were scaled from a topographic map and have
 CX0508.an estimated accuracy of +/- 6 seconds.
 CX0508
 CX0508.The orthometric height was determined by differential leveling
 CX0508.and adjusted by the National Geodetic Survey in June 1991..
 CX0508
 CX0508.The geoid height was determined by GEOID03.
 CX0508
 CX0508.The dynamic height is computed by dividing the NAVD 88
 CX0508.geopotential number by the normal gravity value computed on the
 CX0508.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0508.degrees latitude (g = 980.6199 gals.).
 CX0508
 CX0508.The modeled gravity was interpolated from observed gravity values.
 CX0508
 CX0508;                    North         East    Units  Estimated Accuracy
 CX0508;SPC NM C     -   120,970.      495,070.      MT  (+/- 180 meters Scaled)
 CX0508
 CX0508                          SUPERSEDED SURVEY CONTROL
 CX0508
 CX0508  NGVD 29 (??/??/92) 1231.777  (m)         4041.26   (f) ADJ UNCH    1 2
 CX0508
 CX0508.Superseded values are not recommended for survey control.
 CX0508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0508.See file dsdata.txt to determine how the superseded data were derived.
 CX0508
 CX0508_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR771512(NAD 83)
 CX0508_MARKER: DB = BENCH MARK DISK
 CX0508_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CX0508_SP_SET: MONUMENT
 CX0508_STAMPING: E 334 1966
 CX0508_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX0508
 CX0508  HISTORY     - Date     Condition        Report By
 CX0508  HISTORY     - 1966     MONUMENTED       CGS
 CX0508  HISTORY     - 1969     GOOD             NGS
 CX0508
 CX0508                          STATION DESCRIPTION
 CX0508
 CX0508'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 CX0508'24.8 MI SE FROM WHITE SANDS MISSILE RANGE HDQ.
 CX0508'8.7 MILES SOUTH ALONG WAR ROAD 11 FROM WHITE SANDS MISSILE RANGE
 CX0508'HEADQUARTERS.  THENCE EAST 0.7 MILE ALONG A DIRT ROAD.  THENCE LEFT
 CX0508'FORK EAST NORTHEAST 7.0 MILES ALONG A DIRT ROAD TO A ROAD JUNCTION.
 CX0508'THENCE SOUTH 10.8 MILES ALONG A DIRT ROAD.  THENCE SOUTHEAST 0.6 MILE
 CX0508'ALONG A DIRT ROAD TO A POWER LINE.  THENCE SOUTHWEST FOLLOWING A POWER
 CX0508'LINE ALONG A DIRT ROAD 4.5 MILES TO A PAVED ROAD.  THENCE WEST 1.0
 CX0508'MILE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0740 ***********************************************************************
 CX0740  DESIGNATION -  E 335
 CX0740  PID         -  CX0740
 CX0740  STATE/COUNTY-  NM/DONA ANA
 CX0740  USGS QUAD   -  ANTHONY (1955)
 CX0740
 CX0740                         *CURRENT SURVEY CONTROL
 CX0740  ___________________________________________________________________
 CX0740* NAD 83(1986)-  32 00 55.     (N)    106 33 44.     (W)     SCALED    
 CX0740* NAVD 88     -      1226.755  (meters)    4024.78   (feet)  ADJUSTED  
 CX0740  ___________________________________________________________________
 CX0740  GEOID HEIGHT-         -23.80  (meters)                     GEOID03
 CX0740  DYNAMIC HT  -        1224.940 (meters)    4018.82  (feet)  COMP
 CX0740  MODELED GRAV-     979,116.7   (mgal)                       NAVD 88
 CX0740
 CX0740  VERT ORDER  -  FIRST     CLASS II
 CX0740
 CX0740.The horizontal coordinates were scaled from a topographic map and have
 CX0740.an estimated accuracy of +/- 6 seconds.
 CX0740
 CX0740.The orthometric height was determined by differential leveling
 CX0740.and adjusted by the National Geodetic Survey in June 1991..
 CX0740
 CX0740.The geoid height was determined by GEOID03.
 CX0740
 CX0740.The dynamic height is computed by dividing the NAVD 88
 CX0740.geopotential number by the normal gravity value computed on the
 CX0740.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0740.degrees latitude (g = 980.6199 gals.).
 CX0740
 CX0740.The modeled gravity was interpolated from observed gravity values.
 CX0740
 CX0740;                    North         East    Units  Estimated Accuracy
 CX0740;SPC NM C     -   112,600.      470,510.      MT  (+/- 180 meters Scaled)
 CX0740
 CX0740                          SUPERSEDED SURVEY CONTROL
 CX0740
 CX0740  NGVD 29 (??/??/92) 1226.229  (m)         4023.05   (f) ADJ UNCH    1 2
 CX0740
 CX0740.Superseded values are not recommended for survey control.
 CX0740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0740.See file dsdata.txt to determine how the superseded data were derived.
 CX0740
 CX0740_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR524431(NAD 83)
 CX0740_MARKER: DB = BENCH MARK DISK
 CX0740_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CX0740_SP_SET: 17 1/2 FEET
 CX0740_STAMPING: E 335 1966
 CX0740_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CX0740
 CX0740  HISTORY     - Date     Condition        Report By
 CX0740  HISTORY     - 1966     MONUMENTED       CGS
 CX0740  HISTORY     - 1967     GOOD             NGS
 CX0740
 CX0740                          STATION DESCRIPTION
 CX0740
 CX0740'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 CX0740'5.25 MI NE FROM ANTHONY, TEXAS.
 CX0740'ABOUT 2.0 MILES NORTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 CX0740'RAILWAY FROM THE STATION AT ANTHONY, THENCE 3.25 MILES EAST ALONG
 CX0740'STATE HIGHWAY 404 WHICH IS OHARA ROAD, IN S 29, T 26 S, R 4 E, 0.2
 CX0740'MILE EAST OF A LARGE HILL, 0.25 MILE WEST OF A CURVE IN THE ROAD, 74
 CX0740'FEET SOUTH OF THE CENTER LINE OF THE ROAD, 2 FEET NORTH OF A FENCE,
 CX0740'0.5 FOOT SOUTHEAST OF A METAL WITNESS POST, ABOUT 1 1/2 FEET ABOVE THE
 CX0740'LEVEL OF THE HIGHWAY AND ON THE TOP OF A 5/8-INCH COPPER COATED ROD
 CX0740'THAT IS DRIVEN TO A DEPTH OF 17 1/2 FEET AND IS ENCASED IN A 6-INCH
 CX0740'CAST IRON PIPE PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0427 ***********************************************************************
 CX0427  DESIGNATION -  E 336
 CX0427  PID         -  CX0427
 CX0427  STATE/COUNTY-  NM/DONA ANA
 CX0427  USGS QUAD   -  DAVIES TANK (1994)
 CX0427
 CX0427                         *CURRENT SURVEY CONTROL
 CX0427  ___________________________________________________________________
 CX0427* NAD 83(1986)-  32 20 47.     (N)    106 26 22.     (W)     SCALED    
 CX0427* NAVD 88     -      1223.109  (meters)    4012.82   (feet)  ADJUSTED  
 CX0427  ___________________________________________________________________
 CX0427  GEOID HEIGHT-         -23.69  (meters)                     GEOID03
 CX0427  DYNAMIC HT  -        1221.270 (meters)    4006.78  (feet)  COMP
 CX0427  MODELED GRAV-     979,093.6   (mgal)                       NAVD 88
 CX0427
 CX0427  VERT ORDER  -  FIRST     CLASS II
 CX0427
 CX0427.The horizontal coordinates were scaled from a topographic map and have
 CX0427.an estimated accuracy of +/- 6 seconds.
 CX0427
 CX0427.The orthometric height was determined by differential leveling
 CX0427.and adjusted by the National Geodetic Survey in June 1991..
 CX0427
 CX0427.The geoid height was determined by GEOID03.
 CX0427
 CX0427.The dynamic height is computed by dividing the NAVD 88
 CX0427.geopotential number by the normal gravity value computed on the
 CX0427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0427.degrees latitude (g = 980.6199 gals.).
 CX0427
 CX0427.The modeled gravity was interpolated from observed gravity values.
 CX0427
 CX0427;                    North         East    Units  Estimated Accuracy
 CX0427;SPC NM C     -   149,290.      482,170.      MT  (+/- 180 meters Scaled)
 CX0427
 CX0427                          SUPERSEDED SURVEY CONTROL
 CX0427
 CX0427  NGVD 29 (??/??/92) 1222.511  (m)         4010.85   (f) ADJ UNCH    1 2
 CX0427
 CX0427.Superseded values are not recommended for survey control.
 CX0427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0427.See file dsdata.txt to determine how the superseded data were derived.
 CX0427
 CX0427_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR645797(NAD 83)
 CX0427_MARKER: DB = BENCH MARK DISK
 CX0427_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX0427_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CX0427_STAMPING: E 336 1966
 CX0427_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX0427+STABILITY: SURFACE MOTION
 CX0427
 CX0427  HISTORY     - Date     Condition        Report By
 CX0427  HISTORY     - 1966     MONUMENTED       CGS
 CX0427  HISTORY     - 1967     GOOD             NGS
 CX0427
 CX0427                          STATION DESCRIPTION
 CX0427
 CX0427'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 CX0427'3.7 MI SE FROM W S M R HEADQUARTERS.
 CX0427'ABOUT 3.7 MILES SOUTHEAST ALONG WAR HIGHWAY 11 FROM THE WHITE SANDS
 CX0427'MISSILE RANGE HEADQUARTERS BUILDING, IN S 33, T 22 S, R 5 E, 115 FEET
 CX0427'NORTHWEST OF THE NORTHWEST CORNER OF GUARD HOUSE 21205, 63 FEET NORTH
 CX0427'OF THE CENTER LINE OF THE HIGHWAY, 62 FEET SOUTHEAST OF THE CENTER
 CX0427'LINE OF WHITE SANDS MISSILE RANGE ROUTE 212, 21 FEET WEST OF A POWER
 CX0427'POLE WHICH IS BRACED BY 2 GUY WIRES, 7 FEET EAST OF AN ANCHOR FOR A
 CX0427'GUY WIRE, 2.0 FEET NORTH OF A METAL WITNESS POST, AND SET IN THE TOP
 CX0427'OF A CONCRETE POST PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0185 ***********************************************************************
 CX0185  DESIGNATION -  E 337
 CX0185  PID         -  CX0185
 CX0185  STATE/COUNTY-  NM/DONA ANA
 CX0185  USGS QUAD   -  BENNETT MOUNTAIN (1981)
 CX0185
 CX0185                         *CURRENT SURVEY CONTROL
 CX0185  ___________________________________________________________________
 CX0185* NAD 83(1986)-  32 32 19.     (N)    106 25 42.     (W)     SCALED    
 CX0185* NAVD 88     -      1247.073  (meters)    4091.44   (feet)  ADJUSTED  
 CX0185  ___________________________________________________________________
 CX0185  GEOID HEIGHT-         -23.35  (meters)                     GEOID03
 CX0185  DYNAMIC HT  -        1245.235 (meters)    4085.41  (feet)  COMP
 CX0185  MODELED GRAV-     979,121.9   (mgal)                       NAVD 88
 CX0185
 CX0185  VERT ORDER  -  SECOND    CLASS 0
 CX0185
 CX0185.The horizontal coordinates were scaled from a topographic map and have
 CX0185.an estimated accuracy of +/- 6 seconds.
 CX0185
 CX0185.The orthometric height was determined by differential leveling
 CX0185.and adjusted by the National Geodetic Survey in June 1991..
 CX0185
 CX0185.The geoid height was determined by GEOID03.
 CX0185
 CX0185.The dynamic height is computed by dividing the NAVD 88
 CX0185.geopotential number by the normal gravity value computed on the
 CX0185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0185.degrees latitude (g = 980.6199 gals.).
 CX0185
 CX0185.The modeled gravity was interpolated from observed gravity values.
 CX0185
 CX0185;                    North         East    Units  Estimated Accuracy
 CX0185;SPC NM C     -   170,600.      483,250.      MT  (+/- 180 meters Scaled)
 CX0185
 CX0185                          SUPERSEDED SURVEY CONTROL
 CX0185
 CX0185  NGVD 29 (??/??/92) 1246.493  (m)         4089.54   (f) ADJ UNCH    2 0
 CX0185
 CX0185.Superseded values are not recommended for survey control.
 CX0185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0185.See file dsdata.txt to determine how the superseded data were derived.
 CX0185
 CX0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS658010(NAD 83)
 CX0185_MARKER: DB = BENCH MARK DISK
 CX0185_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CX0185_SP_SET: MONUMENT
 CX0185_STAMPING: E 337 1968
 CX0185_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX0185
 CX0185  HISTORY     - Date     Condition        Report By
 CX0185  HISTORY     - 1968     MONUMENTED       CGS
 CX0185
 CX0185                          STATION DESCRIPTION
 CX0185
 CX0185'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 CX0185'12 MI NE FROM WHITE SANDS MISSILE RANGE HDQ.
 CX0185'4.2 MILES NORTH ALONG MAIN ACCESS ROAD FROM THE WHITE SANDS MISSILE
 CX0185'RANGE HEADQUARTERS, THENCE 4.6 MILES NORTHEAST ALONG U.S. HIGHWAY 70,
 CX0185'THENCE 5.6 MILES NORTHWEST AND NORTH ALONG WSMR ROUTE 7.  IT IS 130
 CX0185'FEET EAST OF THE CENTERLINE OF THE ROAD, 68 FEET NORTH OF THE CENTER
 CX0185'OF A WASH, 36 FEET SOUTH SOUTHEAST OF A TELEPHONE POLE, 4 FEET WEST OF
 CX0185'A METAL WITNESS SIGN AND SET IN THE TOP OF A 12 INCH IN DIAMETER
 CX0185'CONCRETE MONUMENT THAT PROJECTS ABOUT 6-INCHES ABOVE THE GROUND AND IS
 CX0185'ABOUT 4 FEET BELOW ROAD ELEVATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0546 ***********************************************************************
 CX0546  DESIGNATION -  E 338
 CX0546  PID         -  CX0546
 CX0546  STATE/COUNTY-  NM/OTERO
 CX0546  USGS QUAD   -  WHITE SANDS SE (1994)
 CX0546
 CX0546                         *CURRENT SURVEY CONTROL
 CX0546  ___________________________________________________________________
 CX0546* NAD 83(1986)-  32 17 49.     (N)    106 19 08.     (W)     SCALED    
 CX0546* NAVD 88     -      1233.692  (meters)    4047.54   (feet)  ADJUSTED  
 CX0546  ___________________________________________________________________
 CX0546  GEOID HEIGHT-         -23.73  (meters)                     GEOID03
 CX0546  DYNAMIC HT  -        1231.839 (meters)    4041.46  (feet)  COMP
 CX0546  MODELED GRAV-     979,094.8   (mgal)                       NAVD 88
 CX0546
 CX0546  VERT ORDER  -  SECOND    CLASS 0
 CX0546
 CX0546.The horizontal coordinates were scaled from a topographic map and have
 CX0546.an estimated accuracy of +/- 6 seconds.
 CX0546
 CX0546.The orthometric height was determined by differential leveling
 CX0546.and adjusted by the National Geodetic Survey in June 1991..
 CX0546
 CX0546.The geoid height was determined by GEOID03.
 CX0546
 CX0546.The dynamic height is computed by dividing the NAVD 88
 CX0546.geopotential number by the normal gravity value computed on the
 CX0546.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0546.degrees latitude (g = 980.6199 gals.).
 CX0546
 CX0546.The modeled gravity was interpolated from observed gravity values.
 CX0546
 CX0546;                    North         East    Units  Estimated Accuracy
 CX0546;SPC NM C     -   143,790.      493,510.      MT  (+/- 180 meters Scaled)
 CX0546
 CX0546                          SUPERSEDED SURVEY CONTROL
 CX0546
 CX0546  NGVD 29 (??/??/92) 1233.098  (m)         4045.59   (f) ADJ UNCH    2 0
 CX0546
 CX0546.Superseded values are not recommended for survey control.
 CX0546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0546.See file dsdata.txt to determine how the superseded data were derived.
 CX0546
 CX0546_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR758741(NAD 83)
 CX0546_MARKER: DB = BENCH MARK DISK
 CX0546_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CX0546_SP_SET: MONUMENT
 CX0546_STAMPING: E 338 1969
 CX0546_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX0546
 CX0546  HISTORY     - Date     Condition        Report By
 CX0546  HISTORY     - 1969     MONUMENTED       CGS
 CX0546
 CX0546                          STATION DESCRIPTION
 CX0546
 CX0546'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CX0546'11.7 MI SE FROM WHITE SANDS MISSILE RANGE HDQ.
 CX0546'8.7 MILES SOUTH ALONG WAR HIGHWAY 11 FROM WHITE SANDS MISSILE RANGE
 CX0546'HEADQUARTERS.  THENCE EAST 0.7 MILE ALONG A DIRT ROAD.  THENCE LEFT
 CX0546'FORK EAST NORTHEAST 4.3 MILES ALONG A DIRT ROAD.  IT IS 59.0 FEET
 CX0546'NORTH OF THE CENTERLINE OF THE ROAD, 4.0 FEET SOUTHWEST OF A METAL
 CX0546'WITNESS SIGN AND SET IN THE TOP OF A 12-INCH IN DIAMETER CONCRETE
 CX0546'MONUMENT THAT PROJECTS ABOUT 6-INCHES ABOVE THE GROUND AND IS ABOUT 3
 CX0546'FEET ABOVE ROAD ELEVATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0088 ***********************************************************************
 CW0088  DESIGNATION -  E 34
 CW0088  PID         -  CW0088
 CW0088  STATE/COUNTY-  NM/EDDY
 CW0088  USGS QUAD   -  RED LAKE (1975)
 CW0088
 CW0088                         *CURRENT SURVEY CONTROL
 CW0088  ___________________________________________________________________
 CW0088* NAD 83(1986)-  32 47 12.     (N)    104 12 14.     (W)     SCALED    
 CW0088* NAVD 88     -      1123.149  (meters)    3684.86   (feet)  ADJUSTED  
 CW0088  ___________________________________________________________________
 CW0088  GEOID HEIGHT-         -23.09  (meters)                     GEOID03
 CW0088  DYNAMIC HT  -        1121.594 (meters)    3679.76  (feet)  COMP
 CW0088  MODELED GRAV-     979,214.2   (mgal)                       NAVD 88
 CW0088
 CW0088  VERT ORDER  -  FIRST     CLASS II
 CW0088
 CW0088.The horizontal coordinates were scaled from a topographic map and have
 CW0088.an estimated accuracy of +/- 6 seconds.
 CW0088
 CW0088.The orthometric height was determined by differential leveling
 CW0088.and adjusted by the National Geodetic Survey in June 1991..
 CW0088
 CW0088.The geoid height was determined by GEOID03.
 CW0088
 CW0088.The dynamic height is computed by dividing the NAVD 88
 CW0088.geopotential number by the normal gravity value computed on the
 CW0088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0088.degrees latitude (g = 980.6199 gals.).
 CW0088
 CW0088.The modeled gravity was interpolated from observed gravity values.
 CW0088
 CW0088;                    North         East    Units  Estimated Accuracy
 CW0088;SPC NM E     -   198,100.      177,130.      MT  (+/- 180 meters Scaled)
 CW0088
 CW0088                          SUPERSEDED SURVEY CONTROL
 CW0088
 CW0088  NGVD 29 (??/??/92) 1122.671  (m)         3683.30   (f) ADJ UNCH    1 2
 CW0088
 CW0088.Superseded values are not recommended for survey control.
 CW0088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0088.See file dsdata.txt to determine how the superseded data were derived.
 CW0088
 CW0088_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES745279(NAD 83)
 CW0088_MARKER: DB = BENCH MARK DISK
 CW0088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CW0088_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CW0088_STAMPING: E 34, 1933
 CW0088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CW0088+STABILITY: SURFACE MOTION
 CW0088
 CW0088  HISTORY     - Date     Condition        Report By
 CW0088  HISTORY     - 1933     MONUMENTED       CGS
 CW0088  HISTORY     - 1934     GOOD             NGS
 CW0088
 CW0088                          STATION DESCRIPTION
 CW0088
 CW0088'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CW0088'12.9 MI E FROM ARTESIA.
 CW0088'12.9 MILES EAST OF DEPOT ALONG HWY. NO. 83 ON STATE HIGHWAY NO. 83,
 CW0088'1.3 MILES EAST OF ROAD TO OIL FIELDS AND 80 FEET NORTH OF CENTERLINE
 CW0088'OF HWY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0699 ***********************************************************************
 DR0699  DESIGNATION -  E 340
 DR0699  PID         -  DR0699
 DR0699  STATE/COUNTY-  NM/LINCOLN
 DR0699  USGS QUAD   -  CARRIZOZO WEST (1982)
 DR0699
 DR0699                         *CURRENT SURVEY CONTROL
 DR0699  ___________________________________________________________________
 DR0699* NAD 83(1986)-  33 41 30.     (N)    105 55 34.     (W)     SCALED    
 DR0699* NAVD 88     -      1598.418  (meters)    5244.14   (feet)  ADJUSTED  
 DR0699  ___________________________________________________________________
 DR0699  GEOID HEIGHT-         -20.50  (meters)                     GEOID03
 DR0699  DYNAMIC HT  -        1596.133 (meters)    5236.65  (feet)  COMP
 DR0699  MODELED GRAV-     979,150.2   (mgal)                       NAVD 88
 DR0699
 DR0699  VERT ORDER  -  FIRST     CLASS II
 DR0699
 DR0699.The horizontal coordinates were scaled from a topographic map and have
 DR0699.an estimated accuracy of +/- 6 seconds.
 DR0699
 DR0699.The orthometric height was determined by differential leveling
 DR0699.and adjusted by the National Geodetic Survey in June 1991..
 DR0699
 DR0699.The geoid height was determined by GEOID03.
 DR0699
 DR0699.The dynamic height is computed by dividing the NAVD 88
 DR0699.geopotential number by the normal gravity value computed on the
 DR0699.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0699.degrees latitude (g = 980.6199 gals.).
 DR0699
 DR0699.The modeled gravity was interpolated from observed gravity values.
 DR0699
 DR0699;                    North         East    Units  Estimated Accuracy
 DR0699;SPC NM C     -   298,500.      530,030.      MT  (+/- 180 meters Scaled)
 DR0699
 DR0699                          SUPERSEDED SURVEY CONTROL
 DR0699
 DR0699  NGVD 29 (??/??/92) 1597.759  (m)         5241.98   (f) ADJ UNCH    1 2
 DR0699
 DR0699.Superseded values are not recommended for survey control.
 DR0699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0699.See file dsdata.txt to determine how the superseded data were derived.
 DR0699
 DR0699_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDT141283(NAD 83)
 DR0699_MARKER: DB = BENCH MARK DISK
 DR0699_SETTING: 66 = SET IN ROCK OUTCROP
 DR0699_SP_SET: LAVA FLOW
 DR0699_STAMPING: E 340 1969
 DR0699_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DR0699+STABILITY: POSITION/ELEVATION WELL
 DR0699
 DR0699  HISTORY     - Date     Condition        Report By
 DR0699  HISTORY     - 1969     MONUMENTED       CGS
 DR0699
 DR0699                          STATION DESCRIPTION
 DR0699
 DR0699'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 DR0699'5.1 MI NW FROM CARRIZOZO.
 DR0699'ABOUT 0.45 MILE NORTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 DR0699'THE STATION AT CARRIZOZO, THENCE 4.65 MILES NORTHWEST ALONG U.S.
 DR0699'HIGHWAY 380, IN SECTION 20, T 7 S, R 10 E, 90 FEET SOUTHWEST OF THE
 DR0699'CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF A LARGE SMOOTH PORTION
 DR0699'OF OF A LAVA FLOW, 48 YARDS WEST OF A HISTORIC MARKER 1 MILE SIGN, 114
 DR0699'FEET SOUTHWEST AND ACROSS THE HIGHWAY FROM THE BASE OF A LAVA RIDGE
 DR0699'WHICH RISES ABOUT 20 FEET ABOVE THE LEVEL OF THE HIGHWAY, 1.3 FEET
 DR0699'NORTHWEST OF A METAL WITNESS POST, AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0090 ***********************************************************************
 DS0090  DESIGNATION -  E 341
 DS0090  PID         -  DS0090
 DS0090  STATE/COUNTY-  NM/LINCOLN
 DS0090  USGS QUAD   -  BULL GAP SW (1981)
 DS0090
 DS0090                         *CURRENT SURVEY CONTROL
 DS0090  ___________________________________________________________________
 DS0090* NAD 83(1986)-  33 30 35.     (N)    106 10 07.     (W)     SCALED    
 DS0090* NAVD 88     -      1384.721  (meters)    4543.04   (feet)  ADJUSTED  
 DS0090  ___________________________________________________________________
 DS0090  GEOID HEIGHT-         -21.65  (meters)                     GEOID03
 DS0090  DYNAMIC HT  -        1382.744 (meters)    4536.55  (feet)  COMP
 DS0090  MODELED GRAV-     979,160.8   (mgal)                       NAVD 88
 DS0090
 DS0090  VERT ORDER  -  SECOND    CLASS 0
 DS0090
 DS0090.The horizontal coordinates were scaled from a topographic map and have
 DS0090.an estimated accuracy of +/- 6 seconds.
 DS0090
 DS0090.The orthometric height was determined by differential leveling
 DS0090.and adjusted by the National Geodetic Survey in June 1991..
 DS0090
 DS0090.The geoid height was determined by GEOID03.
 DS0090
 DS0090.The dynamic height is computed by dividing the NAVD 88
 DS0090.geopotential number by the normal gravity value computed on the
 DS0090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0090.degrees latitude (g = 980.6199 gals.).
 DS0090
 DS0090.The modeled gravity was interpolated from observed gravity values.
 DS0090
 DS0090;                    North         East    Units  Estimated Accuracy
 DS0090;SPC NM C     -   278,280.      507,560.      MT  (+/- 180 meters Scaled)
 DS0090
 DS0090                          SUPERSEDED SURVEY CONTROL
 DS0090
 DS0090  NGVD 29 (??/??/92) 1384.078  (m)         4540.93   (f) ADJ UNCH    2 0
 DS0090
 DS0090.Superseded values are not recommended for survey control.
 DS0090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0090.See file dsdata.txt to determine how the superseded data were derived.
 DS0090
 DS0090_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT914084(NAD 83)
 DS0090_MARKER: DB = BENCH MARK DISK
 DS0090_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DS0090_SP_SET: 13.5 FT.
 DS0090_STAMPING: E 341 1969
 DS0090_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DS0090
 DS0090  HISTORY     - Date     Condition        Report By
 DS0090  HISTORY     - 1969     MONUMENTED       CGS
 DS0090
 DS0090                          STATION DESCRIPTION
 DS0090
 DS0090'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 DS0090'7.75 MI NW FROM OSCURO.
 DS0090'ABOUT 7.75 MILES NORTHWEST ALONG WHITE SANDS MISSILE RANGE ROUTE 12
 DS0090'FROM THE STORE AT OSCURO, IN SECTION 24, T 9 S, R 7 E, 109 FEET NORTH
 DS0090'OF THE CENTER LINE OF THE ROUTE, 95 FEET EAST OF THE CENTER LINE OF
 DS0090'WHITE SANDS MISSILE RANGE ROUTE 9, 130 FEET EAST OF EMERGENCY
 DS0090'TELEPHONE NUMBER C-29, 70 FEET SOUTHEAST OF A SPEED LIMIT SIGN FOR
 DS0090'ROUTE 9, 1.2 FEET NORTH OF A METAL WITNESS POST, ABOUT 1 1/2 FEET
 DS0090'ABOVE THE LEVEL OF ROUTE 11, AND ON THE TOP OF A 5/8-INCH COPPER
 DS0090'COATED ROD THAT IS DRIVEN TO A DEPTH OF 13 1/2 FEET AND IS ENCASED IN
 DS0090'A 6-INCH IRON PIPE WHICH PROJECTS 8 INCHES ABOVE THE SURFACE OF THE
 DS0090'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0174 ***********************************************************************
 DS0174  DESIGNATION -  E 342
 DS0174  PID         -  DS0174
 DS0174  STATE/COUNTY-  NM/SOCORRO
 DS0174  USGS QUAD   -  OSCURA PEAK (1982)
 DS0174
 DS0174                         *CURRENT SURVEY CONTROL
 DS0174  ___________________________________________________________________
 DS0174* NAD 83(1986)-  33 44 44.     (N)    106 18 41.     (W)     SCALED    
 DS0174* NAVD 88     -      2129.028  (meters)    6984.99   (feet)  ADJUSTED  
 DS0174  ___________________________________________________________________
 DS0174  GEOID HEIGHT-         -21.19  (meters)                     GEOID03
 DS0174  DYNAMIC HT  -        2125.740 (meters)    6974.20  (feet)  COMP
 DS0174  MODELED GRAV-     979,015.0   (mgal)                       NAVD 88
 DS0174
 DS0174  VERT ORDER  -  SECOND    CLASS 0
 DS0174
 DS0174.The horizontal coordinates were scaled from a topographic map and have
 DS0174.an estimated accuracy of +/- 6 seconds.
 DS0174
 DS0174.The orthometric height was determined by differential leveling
 DS0174.and adjusted by the National Geodetic Survey in June 1991..
 DS0174
 DS0174.The geoid height was determined by GEOID03.
 DS0174
 DS0174.The dynamic height is computed by dividing the NAVD 88
 DS0174.geopotential number by the normal gravity value computed on the
 DS0174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0174.degrees latitude (g = 980.6199 gals.).
 DS0174
 DS0174.The modeled gravity was interpolated from observed gravity values.
 DS0174
 DS0174;                    North         East    Units  Estimated Accuracy
 DS0174;SPC NM C     -   304,440.      494,310.      MT  (+/- 180 meters Scaled)
 DS0174
 DS0174                          SUPERSEDED SURVEY CONTROL
 DS0174
 DS0174  NGVD 29 (??/??/92) 2128.163  (m)         6982.15   (f) ADJ UNCH    2 0
 DS0174
 DS0174.Superseded values are not recommended for survey control.
 DS0174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0174.See file dsdata.txt to determine how the superseded data were derived.
 DS0174
 DS0174_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT785347(NAD 83)
 DS0174_MARKER: DB = BENCH MARK DISK
 DS0174_SETTING: 66 = SET IN ROCK OUTCROP
 DS0174_SP_SET: OUTCROP
 DS0174_STAMPING: E 342 1969
 DS0174_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DS0174+STABILITY: POSITION/ELEVATION WELL
 DS0174
 DS0174  HISTORY     - Date     Condition        Report By
 DS0174  HISTORY     - 1969     MONUMENTED       CGS
 DS0174
 DS0174                          STATION DESCRIPTION
 DS0174
 DS0174'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 DS0174'28.8 MI NW FROM OSCURO.
 DS0174'ABOUT 7.75 MILES NORTHWEST ALONG WHITE SANDS MISSILE RANGE ROUTE 12
 DS0174'FROM THE STORE AT OSCURO, THENCE 21.05 MILES NORTHWEST ALONG WHITE
 DS0174'SANDS MISSILE RANGE ROUTE 9, OR ABOUT 0.45 MILE NORTH ALONG THE
 DS0174'SOUTHERN PACIFIC COMPANY RAILROAD FROM THE STATION AT CARRIZOZO,
 DS0174'THENCE 27.55 MILES NORTHWEST ALONG U.S. HIGHWAY 380, THENCE 7.3 MILES
 DS0174'SOUTHWEST ALONG WHITE SANDS MISSILE RANGE ROUTE 9, IN SECTION 3, T 7
 DS0174'S, R 6 E, 50 FEET NORTHWEST OF THE CENTER LINE OF THE ROUTE, SET IN
 DS0174'THE TOP OF A SANDSTONE ROCK OUTCROP, 4.5 FEET NORTHWEST OF A METAL
 DS0174'WITNESS POST, AND ABOUT 4 FEET ABOVE THE LEVEL OF THE ROUTE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0199 ***********************************************************************
 DS0199  DESIGNATION -  E 343
 DS0199  PID         -  DS0199
 DS0199  STATE/COUNTY-  NM/SOCORRO
 DS0199  USGS QUAD   -  OSCURA PEAK (1982)
 DS0199
 DS0199                         *CURRENT SURVEY CONTROL
 DS0199  ___________________________________________________________________
 DS0199* NAD 83(1986)-  33 39 30.     (N)    106 22 24.     (W)     SCALED    
 DS0199* NAVD 88     -      2575.560  (meters)    8449.98   (feet)  ADJUSTED  
 DS0199  ___________________________________________________________________
 DS0199  GEOID HEIGHT-         -21.59  (meters)                     GEOID03
 DS0199  DYNAMIC HT  -        2571.396 (meters)    8436.32  (feet)  COMP
 DS0199  MODELED GRAV-     978,925.1   (mgal)                       NAVD 88
 DS0199
 DS0199  VERT ORDER  -  SECOND    CLASS 0
 DS0199
 DS0199.The horizontal coordinates were scaled from a topographic map and have
 DS0199.an estimated accuracy of +/- 6 seconds.
 DS0199
 DS0199.The orthometric height was determined by differential leveling
 DS0199.and adjusted by the National Geodetic Survey in June 1991..
 DS0199
 DS0199.The geoid height was determined by GEOID03.
 DS0199
 DS0199.The dynamic height is computed by dividing the NAVD 88
 DS0199.geopotential number by the normal gravity value computed on the
 DS0199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0199.degrees latitude (g = 980.6199 gals.).
 DS0199
 DS0199.The modeled gravity was interpolated from observed gravity values.
 DS0199
 DS0199;                    North         East    Units  Estimated Accuracy
 DS0199;SPC NM C     -   294,770.      488,560.      MT  (+/- 180 meters Scaled)
 DS0199
 DS0199                          SUPERSEDED SURVEY CONTROL
 DS0199
 DS0199  NGVD 29 (??/??/92) 2574.586  (m)         8446.79   (f) ADJ UNCH    2 0
 DS0199
 DS0199.Superseded values are not recommended for survey control.
 DS0199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0199.See file dsdata.txt to determine how the superseded data were derived.
 DS0199
 DS0199_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT726251(NAD 83)
 DS0199_MARKER: DB = BENCH MARK DISK
 DS0199_SETTING: 66 = SET IN ROCK OUTCROP
 DS0199_SP_SET: ROCK CLIFF
 DS0199_STAMPING: E 343 1969
 DS0199_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DS0199+STABILITY: POSITION/ELEVATION WELL
 DS0199
 DS0199  HISTORY     - Date     Condition        Report By
 DS0199  HISTORY     - 1969     MONUMENTED       CGS
 DS0199
 DS0199                          STATION DESCRIPTION
 DS0199
 DS0199'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 DS0199'37.65 MI NW FROM OSCURO.
 DS0199'ABOUT 7.75 MILES NORTHWEST ALONG WHITE SANDS MISSILE RANGE ROUTE 12
 DS0199'FROM THE STORE AT OSCURO, THENCE 20.55 MILES NORTHWEST ALONG WHITE
 DS0199'SANDS MISSILE RANGE ROUTE 9, THENCE 9.35 MILES SOUTHWEST ALONG ROAD
 DS0199'NUMBER 332, IN SECTION 1, T 8 S, R 5 E, 49 FEET WEST OF THE CENTER
 DS0199'LINE OF THE ROAD, SET IN THE TOP AND 13 FEET EAST OF THE EDGE OF A
 DS0199'ROCK CLIFF, 1.2 FEET NORTHEAST OF A METAL WITNESS POST, AND ABOUT 4
 DS0199'FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0287 ***********************************************************************
 DS0287  DESIGNATION -  E 344
 DS0287  PID         -  DS0287
 DS0287  STATE/COUNTY-  NM/LINCOLN
 DS0287  USGS QUAD   -  MOCKINGBIRD GAP SE (1982)
 DS0287
 DS0287                         *CURRENT SURVEY CONTROL
 DS0287  ___________________________________________________________________
 DS0287* NAD 83(1986)-  33 37 03.     (N)    106 16 25.     (W)     SCALED    
 DS0287* NAVD 88     -      1579.354  (meters)    5181.60   (feet)  ADJUSTED  
 DS0287  ___________________________________________________________________
 DS0287  GEOID HEIGHT-         -21.51  (meters)                     GEOID03
 DS0287  DYNAMIC HT  -        1577.053 (meters)    5174.05  (feet)  COMP
 DS0287  MODELED GRAV-     979,124.4   (mgal)                       NAVD 88
 DS0287
 DS0287  VERT ORDER  -  SECOND    CLASS 0
 DS0287
 DS0287.The horizontal coordinates were scaled from a topographic map and have
 DS0287.an estimated accuracy of +/- 6 seconds.
 DS0287
 DS0287.The orthometric height was determined by differential leveling
 DS0287.and adjusted by the National Geodetic Survey in June 1991..
 DS0287
 DS0287.The geoid height was determined by GEOID03.
 DS0287
 DS0287.The dynamic height is computed by dividing the NAVD 88
 DS0287.geopotential number by the normal gravity value computed on the
 DS0287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0287.degrees latitude (g = 980.6199 gals.).
 DS0287
 DS0287.The modeled gravity was interpolated from observed gravity values.
 DS0287
 DS0287;                    North         East    Units  Estimated Accuracy
 DS0287;SPC NM C     -   290,230.      497,810.      MT  (+/- 180 meters Scaled)
 DS0287
 DS0287                          SUPERSEDED SURVEY CONTROL
 DS0287
 DS0287  NGVD 29 (??/??/92) 1578.644  (m)         5179.27   (f) ADJ UNCH    2 0
 DS0287
 DS0287.Superseded values are not recommended for survey control.
 DS0287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0287.See file dsdata.txt to determine how the superseded data were derived.
 DS0287
 DS0287_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT818204(NAD 83)
 DS0287_MARKER: DB = BENCH MARK DISK
 DS0287_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0287_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0287_STAMPING: E 344 1969
 DS0287_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0287+STABILITY: SURFACE MOTION
 DS0287
 DS0287  HISTORY     - Date     Condition        Report By
 DS0287  HISTORY     - 1969     MONUMENTED       CGS
 DS0287
 DS0287                          STATION DESCRIPTION
 DS0287
 DS0287'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 DS0287'18.6 MI NW FROM OSCURO.
 DS0287'ABOUT 7.75 MILES NORTHWEST ALONG WHITE SANDS MISSILE RANGE ROUTE 12
 DS0287'FROM THE STORE AT OSCURO, THENCE 5.55 MILES NORTHWEST ALONG WHITE
 DS0287'SANDS MISSILE RANGE ROUTE 9, THENCE 5.3 MILES NORTHWEST ALONG ROAD
 DS0287'NUMBER 331, IN SECTION 13, T 8 S, R 6 E, 0.35 MILE NORTHWEST OF THE
 DS0287'JUNCTION OF THE ROAD AND A ROAD WHICH LEADS WEST, 44 FEET SOUTHWEST OF
 DS0287'THE CENTER LINE OF THE ROAD, 2.0 FEET NORTHEAST OF A METAL WITNESS
 DS0287'POST, ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE ROAD, AND SET IN THE TOP
 DS0287'OF A CONCRETE POST WHICH PROJECTS 6 INCHES ABOVE THE SURFACE OF THE
 DS0287'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0630 ***********************************************************************
 CW0630  DESIGNATION -  E 345
 CW0630  PID         -  CW0630
 CW0630  STATE/COUNTY-  NM/EDDY
 CW0630  USGS QUAD   -  KITCHEN COVE (1985)
 CW0630
 CW0630                         *CURRENT SURVEY CONTROL
 CW0630  ___________________________________________________________________
 CW0630* NAD 83(1986)-  32 20 25.     (N)    104 15 08.     (W)     SCALED    
 CW0630* NAVD 88     -       988.411  (meters)    3242.81   (feet)  ADJUSTED  
 CW0630  ___________________________________________________________________
 CW0630  GEOID HEIGHT-         -24.42  (meters)                     GEOID03
 CW0630  DYNAMIC HT  -         986.991 (meters)    3238.15  (feet)  COMP
 CW0630  MODELED GRAV-     979,169.5   (mgal)                       NAVD 88
 CW0630
 CW0630  VERT ORDER  -  FIRST     CLASS I
 CW0630
 CW0630.The horizontal coordinates were scaled from a topographic map and have
 CW0630.an estimated accuracy of +/- 6 seconds.
 CW0630
 CW0630.The orthometric height was determined by differential leveling
 CW0630.and adjusted by the National Geodetic Survey in June 1991..
 CW0630
 CW0630.The geoid height was determined by GEOID03.
 CW0630
 CW0630.The dynamic height is computed by dividing the NAVD 88
 CW0630.geopotential number by the normal gravity value computed on the
 CW0630.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0630.degrees latitude (g = 980.6199 gals.).
 CW0630
 CW0630.The modeled gravity was interpolated from observed gravity values.
 CW0630
 CW0630;                    North         East    Units  Estimated Accuracy
 CW0630;SPC NM E     -   148,600.      172,640.      MT  (+/- 180 meters Scaled)
 CW0630
 CW0630                          SUPERSEDED SURVEY CONTROL
 CW0630
 CW0630  NGVD 29 (??/??/92)  987.924  (m)         3241.21   (f) ADJ UNCH    1 1
 CW0630
 CW0630.Superseded values are not recommended for survey control.
 CW0630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0630.See file dsdata.txt to determine how the superseded data were derived.
 CW0630
 CW0630_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SER703784(NAD 83)
 CW0630_MARKER: DB = BENCH MARK DISK
 CW0630_SETTING: 66 = SET IN ROCK OUTCROP
 CW0630_SP_SET: SET IN ROCK OUTCROP
 CW0630_STAMPING: E 345 1977
 CW0630_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CW0630+STABILITY: POSITION/ELEVATION WELL
 CW0630
 CW0630  HISTORY     - Date     Condition        Report By
 CW0630  HISTORY     - 1977     MONUMENTED       NGS
 CW0630
 CW0630                          STATION DESCRIPTION
 CW0630
 CW0630'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CW0630'6.2 MI SW FROM CARLSBAD.
 CW0630'6.2 MILES SOUTHWEST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE
 CW0630'COURTHOUSE, 0.4 MILE SOUTHWEST OF THE ENTRANCE TO THE CARLSBAD
 CW0630'MUNICIPAL AIRPORT, 0.05 MILE SOUTHWEST OF THE JUNCTION OF AN ASPHALT
 CW0630'ROAD LEADING EAST, 71 FT. SOUTHEAST OF THE CENTER LINE OF THE
 CW0630'HIGHWAY, 27.5 FT. NORTH-NORTHWEST OF THE 2ND TELEPHONE POLE SOUTHWEST
 CW0630'OF THE ROAD LEADING EAST, 28.7 FT. NORTHWEST OF A FENCE, IN THE TOP
 CW0630'OF AN OUTCROP WHICH PROJECTS 0.3 FT. ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0611 ***********************************************************************
 CW0611  DESIGNATION -  E 346
 CW0611  PID         -  CW0611
 CW0611  STATE/COUNTY-  NM/EDDY
 CW0611  USGS QUAD   -  INDIAN FLATS (1985)
 CW0611
 CW0611                         *CURRENT SURVEY CONTROL
 CW0611  ___________________________________________________________________
 CW0611* NAD 83(1986)-  32 25 16.     (N)    104 01 20.     (W)     SCALED    
 CW0611* NAVD 88     -       996.079  (meters)    3267.97   (feet)  ADJUSTED  
 CW0611  ___________________________________________________________________
 CW0611  GEOID HEIGHT-         -24.43  (meters)                     GEOID03
 CW0611  DYNAMIC HT  -         994.649 (meters)    3263.28  (feet)  COMP
 CW0611  MODELED GRAV-     979,169.5   (mgal)                       NAVD 88
 CW0611
 CW0611  VERT ORDER  -  FIRST     CLASS I
 CW0611
 CW0611.The horizontal coordinates were scaled from a topographic map and have
 CW0611.an estimated accuracy of +/- 6 seconds.
 CW0611
 CW0611.The orthometric height was determined by differential leveling
 CW0611.and adjusted by the National Geodetic Survey in June 1991..
 CW0611
 CW0611.The geoid height was determined by GEOID03.
 CW0611
 CW0611.The dynamic height is computed by dividing the NAVD 88
 CW0611.geopotential number by the normal gravity value computed on the
 CW0611.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0611.degrees latitude (g = 980.6199 gals.).
 CW0611
 CW0611.The modeled gravity was interpolated from observed gravity values.
 CW0611
 CW0611;                    North         East    Units  Estimated Accuracy
 CW0611;SPC NM E     -   157,600.      194,260.      MT  (+/- 180 meters Scaled)
 CW0611
 CW0611                          SUPERSEDED SURVEY CONTROL
 CW0611
 CW0611  NGVD 29 (??/??/92)  995.585  (m)         3266.35   (f) ADJ UNCH    1 1
 CW0611
 CW0611.Superseded values are not recommended for survey control.
 CW0611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0611.See file dsdata.txt to determine how the superseded data were derived.
 CW0611
 CW0611_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SER919875(NAD 83)
 CW0611_MARKER: DB = BENCH MARK DISK
 CW0611_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CW0611_SP_SET: 13 FT.
 CW0611_STAMPING: E 346 1977
 CW0611_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CW0611
 CW0611  HISTORY     - Date     Condition        Report By
 CW0611  HISTORY     - 1977     MONUMENTED       NGS
 CW0611  HISTORY     - 1981     GOOD             NGS
 CW0611
 CW0611                          STATION DESCRIPTION
 CW0611
 CW0611'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CW0611'12.15 MI EAST FROM CARLSBAD.
 CW0611'2.45 MILES NORTHEAST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE EAST END
 CW0611'OF THE BATAAN BRIDGE OVER THE PECOS RIVER, THENCE 9.7 MILES EAST
 CW0611'ALONG A PIPE LINE ROAD, 0.3 MILE EAST OF A STEEL CATTLEGUARD ACROSS
 CW0611'THE ROAD AND A FENCE LINE, 36.5 FT. NORTH OF THE CENTER LINE OF THE
 CW0611'ROAD, 4 FT. EAST OF A POWER LINE POLE, THE DISK IS 0.5 FT. BELOW THE
 CW0611'LEVEL OF THE GROUND, ACCESS TO WHICH IS HAD THROUGH A 4-INCH PLASTIC
 CW0611'SCREW PLUG WHICH IS FLUSH WITH THE GROUND.
 CW0611
 CW0611                          STATION RECOVERY (1981)
 CW0611
 CW0611'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CW0611'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0506 ***********************************************************************
 CV0506  DESIGNATION -  E 347
 CV0506  PID         -  CV0506
 CV0506  STATE/COUNTY-  NM/EDDY
 CV0506  USGS QUAD   -  LOS MEDANOS (1985)
 CV0506
 CV0506                         *CURRENT SURVEY CONTROL
 CV0506  ___________________________________________________________________
 CV0506* NAD 83(1986)-  32 22 10.     (N)    103 51 52.     (W)     SCALED    
 CV0506* NAVD 88     -      1004.500  (meters)    3295.60   (feet)  ADJUSTED  
 CV0506  ___________________________________________________________________
 CV0506  GEOID HEIGHT-         -24.54  (meters)                     GEOID03
 CV0506  DYNAMIC HT  -        1003.054 (meters)    3290.85  (feet)  COMP
 CV0506  MODELED GRAV-     979,165.3   (mgal)                       NAVD 88
 CV0506
 CV0506  VERT ORDER  -  FIRST     CLASS I
 CV0506
 CV0506.The horizontal coordinates were scaled from a topographic map and have
 CV0506.an estimated accuracy of +/- 6 seconds.
 CV0506
 CV0506.The orthometric height was determined by differential leveling
 CV0506.and adjusted by the National Geodetic Survey in June 1991..
 CV0506
 CV0506.The geoid height was determined by GEOID03.
 CV0506
 CV0506.The dynamic height is computed by dividing the NAVD 88
 CV0506.geopotential number by the normal gravity value computed on the
 CV0506.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0506.degrees latitude (g = 980.6199 gals.).
 CV0506
 CV0506.The modeled gravity was interpolated from observed gravity values.
 CV0506
 CV0506;                    North         East    Units  Estimated Accuracy
 CV0506;SPC NM E     -   151,930.      209,120.      MT  (+/- 180 meters Scaled)
 CV0506
 CV0506                          SUPERSEDED SURVEY CONTROL
 CV0506
 CV0506  NGVD 29 (??/??/92) 1004.007  (m)         3293.98   (f) ADJ UNCH    1 1
 CV0506
 CV0506.Superseded values are not recommended for survey control.
 CV0506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0506.See file dsdata.txt to determine how the superseded data were derived.
 CV0506
 CV0506_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFR068819(NAD 83)
 CV0506_MARKER: DB = BENCH MARK DISK
 CV0506_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CV0506_SP_SET: 13 FT.
 CV0506_STAMPING: E 347 1977
 CV0506_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CV0506
 CV0506  HISTORY     - Date     Condition        Report By
 CV0506  HISTORY     - 1977     MONUMENTED       NGS
 CV0506  HISTORY     - 1981     GOOD             NGS
 CV0506
 CV0506                          STATION DESCRIPTION
 CV0506
 CV0506'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CV0506'33.75 MI EAST FROM CARLSBAD.
 CV0506'17.2 MILES NORTHEAST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE EAST END
 CV0506'OF THE BATAAN BRIDGE OVER THE PECOS RIVER, THENCE 7.8 MILES SOUTH
 CV0506'ALONG STATE HIGHWAY 31, THENCE 5.05 MILES EAST ALONG A DIRT ROAD,
 CV0506'THENCE 3.7 MILES SOUTH ALONG A DIRT ROAD, AT THE JUNCTION OF A PIPE
 CV0506'LINE ROAD AND A ROAD LEADING SOUTH TO STATE HIGHWAY 128, 50 FT.
 CV0506'NORTHEAST OF THE CENTER OF THE JUNCTION, 24 FT. EAST OF THE CENTER
 CV0506'LINE OF THE ROAD, 35 FT. NORTH OF THE CENTER LINE OF THE PIPE LINE
 CV0506'ROAD, THE DISK IS 0.5 FT. BELOW THE LEVEL OF THE GROUND, ACCESS TO
 CV0506'WHICH IS HAD THROUGH A 4-INCH PLASTIC SCREW PLUG WHICH IS FLUSH WITH
 CV0506'THE GROUND.
 CV0506
 CV0506                          STATION RECOVERY (1981)
 CV0506
 CV0506'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CV0506'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0520 ***********************************************************************
 CV0520  DESIGNATION -  E 348
 CV0520  PID         -  CV0520
 CV0520  STATE/COUNTY-  NM/EDDY
 CV0520  USGS QUAD   -  THE DIVIDE (1984)
 CV0520
 CV0520                         *CURRENT SURVEY CONTROL
 CV0520  ___________________________________________________________________
 CV0520* NAD 83(1986)-  32 24 40.     (N)    103 45 00.     (W)     SCALED    
 CV0520* NAVD 88     -      1077.285  (meters)    3534.39   (feet)  ADJUSTED  
 CV0520  ___________________________________________________________________
 CV0520  GEOID HEIGHT-         -24.11  (meters)                     GEOID03
 CV0520  DYNAMIC HT  -        1075.730 (meters)    3529.29  (feet)  COMP
 CV0520  MODELED GRAV-     979,159.1   (mgal)                       NAVD 88
 CV0520
 CV0520  VERT ORDER  -  FIRST     CLASS I
 CV0520
 CV0520.The horizontal coordinates were scaled from a topographic map and have
 CV0520.an estimated accuracy of +/- 6 seconds.
 CV0520
 CV0520.The orthometric height was determined by differential leveling
 CV0520.and adjusted by the National Geodetic Survey in June 1991..
 CV0520
 CV0520.The geoid height was determined by GEOID03.
 CV0520
 CV0520.The dynamic height is computed by dividing the NAVD 88
 CV0520.geopotential number by the normal gravity value computed on the
 CV0520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0520.degrees latitude (g = 980.6199 gals.).
 CV0520
 CV0520.The modeled gravity was interpolated from observed gravity values.
 CV0520
 CV0520;                    North         East    Units  Estimated Accuracy
 CV0520;SPC NM E     -   156,600.      219,870.      MT  (+/- 180 meters Scaled)
 CV0520
 CV0520                          SUPERSEDED SURVEY CONTROL
 CV0520
 CV0520  NGVD 29 (??/??/92) 1076.785  (m)         3532.75   (f) ADJ UNCH    1 1
 CV0520
 CV0520.Superseded values are not recommended for survey control.
 CV0520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0520.See file dsdata.txt to determine how the superseded data were derived.
 CV0520
 CV0520_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFR175866(NAD 83)
 CV0520_MARKER: DB = BENCH MARK DISK
 CV0520_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CV0520_SP_SET: 11 FT.
 CV0520_STAMPING: E 348 1977
 CV0520_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CV0520
 CV0520  HISTORY     - Date     Condition        Report By
 CV0520  HISTORY     - 1977     MONUMENTED       NGS
 CV0520  HISTORY     - 1981     GOOD             NGS
 CV0520
 CV0520                          STATION DESCRIPTION
 CV0520
 CV0520'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CV0520'42.7 MI EAST FROM CARLSBAD.
 CV0520'17.2 MILES NORTHEAST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE EAST END
 CV0520'OF THE BATAAN BRIDGE OVER THE PECOS RIVER, THENCE 7.8 MILES SOUTH
 CV0520'ALONG STATE HIGHWAY 31, THENCE 5.05 MILES EAST ALONG A DIRT ROAD,
 CV0520'THENCE 3.7 MILES SOUTH ALONG A DIRT ROAD, THENCE 7.7 MILES EAST
 CV0520'ALONG A PIPE LINE ROAD, THENCE 0.7 MILE NORTH ALONG A DIRT ROAD,
 CV0520'THENCE 0.55 MILE WEST ALONG A DIRT ROAD, AT THE WEST END OF THE ROAD
 CV0520'AND AT THE SOUTHEAST CORNER OF THE DIRT PAD FOR AEC 8 POTASH DRILL
 CV0520'HOLE, 60.5 FT. SOUTH OF THE CENTER LINE OF THE ROAD, 172 FT. SOUTHEAST
 CV0520'OF THE CENTER OF THE 6-INCH WELL CASING OF THE DRILL HOLE, 23 FT.
 CV0520'SOUTHWEST OF THE SOUTHEAST CORNER OF THE PAD, THE DISK IS 7 INCHES
 CV0520'BELOW THE LEVEL OF THE GROUND, ACCESS TO WHICH IS HAD THROUGH A 4-INCH
 CV0520'PLASTIC SCREW PLUG FLUSH WITH THE GROUND.
 CV0520
 CV0520                          STATION RECOVERY (1981)
 CV0520
 CV0520'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CV0520'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0608 ***********************************************************************
 CV0608  DESIGNATION -  E 349
 CV0608  PID         -  CV0608
 CV0608  STATE/COUNTY-  NM/EDDY
 CV0608  USGS QUAD   -  LOS MEDANOS (1985)
 CV0608
 CV0608                         *CURRENT SURVEY CONTROL
 CV0608  ___________________________________________________________________
 CV0608* NAD 83(1986)-  32 20 28.     (N)    103 49 56.     (W)     SCALED    
 CV0608* NAVD 88     -      1006.316  (meters)    3301.56   (feet)  ADJUSTED  
 CV0608  ___________________________________________________________________
 CV0608  GEOID HEIGHT-         -24.60  (meters)                     GEOID03
 CV0608  DYNAMIC HT  -        1004.860 (meters)    3296.78  (feet)  COMP
 CV0608  MODELED GRAV-     979,158.7   (mgal)                       NAVD 88
 CV0608
 CV0608  VERT ORDER  -  FIRST     CLASS I
 CV0608
 CV0608.The horizontal coordinates were scaled from a topographic map and have
 CV0608.an estimated accuracy of +/- 6 seconds.
 CV0608
 CV0608.The orthometric height was determined by differential leveling
 CV0608.and adjusted by the National Geodetic Survey in June 1991..
 CV0608
 CV0608.The geoid height was determined by GEOID03.
 CV0608
 CV0608.The dynamic height is computed by dividing the NAVD 88
 CV0608.geopotential number by the normal gravity value computed on the
 CV0608.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0608.degrees latitude (g = 980.6199 gals.).
 CV0608
 CV0608.The modeled gravity was interpolated from observed gravity values.
 CV0608
 CV0608;                    North         East    Units  Estimated Accuracy
 CV0608;SPC NM E     -   148,800.      212,170.      MT  (+/- 180 meters Scaled)
 CV0608
 CV0608                          SUPERSEDED SURVEY CONTROL
 CV0608
 CV0608  NGVD 29 (??/??/92) 1005.816  (m)         3299.91   (f) ADJ UNCH    1 1
 CV0608
 CV0608.Superseded values are not recommended for survey control.
 CV0608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0608.See file dsdata.txt to determine how the superseded data were derived.
 CV0608
 CV0608_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFR098788(NAD 83)
 CV0608_MARKER: DB = BENCH MARK DISK
 CV0608_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 CV0608+WITH SETTING: INTO GROUND
 CV0608_STAMPING: E 349 1977
 CV0608_MARK LOGO: NGS   
 CV0608_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CV0608+STABILITY: SURFACE MOTION
 CV0608
 CV0608  HISTORY     - Date     Condition        Report By
 CV0608  HISTORY     - 1977     MONUMENTED       NGS
 CV0608  HISTORY     - 1981     GOOD             NGS
 CV0608
 CV0608                          STATION DESCRIPTION
 CV0608
 CV0608'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CV0608'43.4 MI EAST FROM CARLSBAD.
 CV0608'17.2 MILES NORTHEAST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE EAST END
 CV0608'OF THE BATAAN BRIDGE OVER THE PECOS RIVER, THENCE 14.95 MILES SOUTH
 CV0608'ALONG STATE HIGHWAY 31, THENCE 10.2 MILES EAST ALONG STATE HIGHWAY
 CV0608'128, THENCE 1.05 MILES NORTH ALONG A DIRT ROAD, AT THE JUNCTION OF
 CV0608'DIRT ROADS LEADING EAST AND NORTHEAST, 42 FT. EAST OF THE CENTER LINE
 CV0608'OF THE ROAD, 45.5 FT. NORTH OF THE CENTER LINE OF THE ROAD LEADING
 CV0608'EAST, 77 FT. SOUTHEAST OF THE CENTER LINE OF THE ROAD LEADING
 CV0608'NORTHEAST, A BASE PLATE ON A 3 FT. ROD WITH A BASE PLATE CEMENTED TO
 CV0608'ROCK 3 FT. BELOW THE GROUND LEVEL, THE DISK IS 0.3 FT BELOW THE
 CV0608'LEVEL OF THE GROUND, ACCESS TO WHICH IS HAD THROUGH A 4-INCH PLASTIC
 CV0608'SCREW PLUG FLUSH WITH THE GROUND.
 CV0608
 CV0608                          STATION RECOVERY (1981)
 CV0608
 CV0608'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CV0608'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0252 ***********************************************************************
 CV0252  DESIGNATION -  E 35
 CV0252  PID         -  CV0252
 CV0252  STATE/COUNTY-  NM/LEA
 CV0252  USGS QUAD   -  LOVINGTON (1979)
 CV0252
 CV0252                         *CURRENT SURVEY CONTROL
 CV0252  ___________________________________________________________________
 CV0252* NAD 83(1986)-  32 56 56.     (N)    103 20 56.     (W)     SCALED    
 CV0252* NAVD 88     -      1193.821  (meters)    3916.73   (feet)  ADJUSTED  
 CV0252  ___________________________________________________________________
 CV0252  GEOID HEIGHT-         -21.75  (meters)                     GEOID03
 CV0252  DYNAMIC HT  -        1192.192 (meters)    3911.38  (feet)  COMP
 CV0252  MODELED GRAV-     979,230.9   (mgal)                       NAVD 88
 CV0252
 CV0252  VERT ORDER  -  FIRST     CLASS II
 CV0252
 CV0252.The horizontal coordinates were scaled from a topographic map and have
 CV0252.an estimated accuracy of +/- 6 seconds.
 CV0252
 CV0252.The orthometric height was determined by differential leveling
 CV0252.and adjusted by the National Geodetic Survey in June 1991..
 CV0252
 CV0252.The geoid height was determined by GEOID03.
 CV0252
 CV0252.The dynamic height is computed by dividing the NAVD 88
 CV0252.geopotential number by the normal gravity value computed on the
 CV0252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0252.degrees latitude (g = 980.6199 gals.).
 CV0252
 CV0252.The modeled gravity was interpolated from observed gravity values.
 CV0252
 CV0252;                    North         East    Units  Estimated Accuracy
 CV0252;SPC NM E     -   216,520.      257,050.      MT  (+/- 180 meters Scaled)
 CV0252
 CV0252                          SUPERSEDED SURVEY CONTROL
 CV0252
 CV0252  NGVD 29 (??/??/92) 1193.394  (m)         3915.33   (f) ADJ UNCH    1 2
 CV0252
 CV0252.Superseded values are not recommended for survey control.
 CV0252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0252.See file dsdata.txt to determine how the superseded data were derived.
 CV0252
 CV0252_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFS543468(NAD 83)
 CV0252_MARKER: DB = BENCH MARK DISK
 CV0252_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CV0252_SP_SET: BUILDING
 CV0252_STAMPING: E-35 1933
 CV0252_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CV0252
 CV0252  HISTORY     - Date     Condition        Report By
 CV0252  HISTORY     - 1933     MONUMENTED       CGS
 CV0252  HISTORY     - 1934     GOOD             NGS
 CV0252  HISTORY     - 1941     GOOD             NGS
 CV0252
 CV0252                          STATION DESCRIPTION
 CV0252
 CV0252'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CV0252'IN LOVINGTON.
 CV0252'IN THE EAST WALL OF THE LEA COUNTY BANK BUILDING, 49 FEET WEST OF THE
 CV0252'CENTERLINE OF MAIN STREET, ABOUT 2 FEET ABOVE THE SIDEWALK.
 CV0252
 CV0252                          STATION RECOVERY (1941)
 CV0252
 CV0252'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1941
 CV0252'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0253 ***********************************************************************
 CV0253  DESIGNATION -  E 35 RESET
 CV0253  PID         -  CV0253
 CV0253  STATE/COUNTY-  NM/LEA
 CV0253  USGS QUAD   -  LOVINGTON (1979)
 CV0253
 CV0253                         *CURRENT SURVEY CONTROL
 CV0253  ___________________________________________________________________
 CV0253* NAD 83(1986)-  32 56 56.     (N)    103 20 57.     (W)     SCALED    
 CV0253* NAVD 88     -      1193.82   (+/-2cm)    3916.7    (feet)  VERTCON   
 CV0253  ___________________________________________________________________
 CV0253  GEOID HEIGHT-         -21.75  (meters)                     GEOID03
 CV0253
 CV0253  VERT ORDER  -  THIRD (See Below)
 CV0253
 CV0253.The horizontal coordinates were scaled from a topographic map and have
 CV0253.an estimated accuracy of +/- 6 seconds.
 CV0253
 CV0253.The NAVD 88 height was computed by applying the VERTCON shift value to
 CV0253.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CV0253.The vertical order pertains to the NGVD 29 superseded value.
 CV0253
 CV0253.The geoid height was determined by GEOID03.
 CV0253
 CV0253;                    North         East    Units  Estimated Accuracy
 CV0253;SPC NM E     -   216,520.      257,020.      MT  (+/- 180 meters Scaled)
 CV0253
 CV0253                          SUPERSEDED SURVEY CONTROL
 CV0253
 CV0253  NGVD 29 (??/??/??) 1193.39   (m)         3915.3    (f) RESET       3  
 CV0253
 CV0253.Superseded values are not recommended for survey control.
 CV0253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0253.See file dsdata.txt to determine how the superseded data were derived.
 CV0253
 CV0253_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFS543468(NAD 83)
 CV0253_MARKER: DD = SURVEY DISK
 CV0253_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CV0253_SP_SET: BUILDING
 CV0253_STAMPING: E 35 RESET 1948
 CV0253_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CV0253
 CV0253  HISTORY     - Date     Condition        Report By
 CV0253  HISTORY     - 1948     MONUMENTED       LOCSUR
 CV0253  HISTORY     - 1966     GOOD             NGS
 CV0253
 CV0253                          STATION DESCRIPTION
 CV0253
 CV0253'DESCRIBED BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1948
 CV0253'IN LOVINGTON.
 CV0253'AT LOVINGTON, LEA COUNTY, ON MAIN STREET, AT THE LEA COUNTY STATE BANK
 CV0253'BUILDING, IN THE SOUTH WALL, 15 INCHES WEST OF THE SOUTHEAST CORNER,
 CV0253'AND 2 FEET ABOVE THE GROUND.  A STANDARD DISK, STAMPED E 35 RESET 1948
 CV0253'AND SET VERTCALLY.
 CV0253
 CV0253                          STATION RECOVERY (1966)
 CV0253
 CV0253'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 CV0253'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0590 ***********************************************************************
 CV0590  DESIGNATION -  E 350
 CV0590  PID         -  CV0590
 CV0590  STATE/COUNTY-  NM/EDDY
 CV0590  USGS QUAD   -  BOOTLEG RIDGE (1984)
 CV0590
 CV0590                         *CURRENT SURVEY CONTROL
 CV0590  ___________________________________________________________________
 CV0590* NAD 83(1986)-  32 21 18.     (N)    103 44 32.     (W)     SCALED    
 CV0590* NAVD 88     -      1060.409  (meters)    3479.03   (feet)  ADJUSTED  
 CV0590  ___________________________________________________________________
 CV0590  GEOID HEIGHT-         -24.34  (meters)                     GEOID03
 CV0590  DYNAMIC HT  -        1058.869 (meters)    3473.97  (feet)  COMP
 CV0590  MODELED GRAV-     979,150.9   (mgal)                       NAVD 88
 CV0590
 CV0590  VERT ORDER  -  FIRST     CLASS I
 CV0590
 CV0590.The horizontal coordinates were scaled from a topographic map and have
 CV0590.an estimated accuracy of +/- 6 seconds.
 CV0590
 CV0590.The orthometric height was determined by differential leveling
 CV0590.and adjusted by the National Geodetic Survey in June 1991..
 CV0590
 CV0590.The geoid height was determined by GEOID03.
 CV0590
 CV0590.The dynamic height is computed by dividing the NAVD 88
 CV0590.geopotential number by the normal gravity value computed on the
 CV0590.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0590.degrees latitude (g = 980.6199 gals.).
 CV0590
 CV0590.The modeled gravity was interpolated from observed gravity values.
 CV0590
 CV0590;                    North         East    Units  Estimated Accuracy
 CV0590;SPC NM E     -   150,380.      220,640.      MT  (+/- 180 meters Scaled)
 CV0590
 CV0590                          SUPERSEDED SURVEY CONTROL
 CV0590
 CV0590  NGVD 29 (??/??/92) 1059.904  (m)         3477.37   (f) ADJ UNCH    1 1
 CV0590
 CV0590.Superseded values are not recommended for survey control.
 CV0590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0590.See file dsdata.txt to determine how the superseded data were derived.
 CV0590
 CV0590_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFR183804(NAD 83)
 CV0590_MARKER: DB = BENCH MARK DISK
 CV0590_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CV0590_SP_SET: 11 FT.
 CV0590_STAMPING: E 350 1977
 CV0590_MARK LOGO: NGS   
 CV0590_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CV0590
 CV0590  HISTORY     - Date     Condition        Report By
 CV0590  HISTORY     - 1977     MONUMENTED       NGS
 CV0590  HISTORY     - 1981     GOOD             NGS
 CV0590
 CV0590                          STATION DESCRIPTION
 CV0590
 CV0590'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CV0590'49.15 MI EAST FROM CARLSBAD.
 CV0590'17.2 MILES NORTHEAST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE EAST END
 CV0590'OF THE BATAAN BRIDGE OVER THE PECOS RIVER, THENCE 14.95 MILES SOUTH
 CV0590'ALONG STATE HIGHWAY 31, THENCE 10.2 MILES EAST ALONG STATE HIGHWAY
 CV0590'128, THENCE 0.4 MILE NORTH ALONG A DIRT ROAD, THENCE 1.55 MILES
 CV0590'SOUTHEAST ALONG A DIRT ROAD, THENCE 4.55 MILES NORTHEAST ALONG A DIRT
 CV0590'ROAD, THENCE 0.2 MILE SOUTH ALONG A DIRT ROAD, THENCE 0.1 MILE WEST
 CV0590'ALONG A DIRT ENTRANCE ROAD TO ERDA POTASH DRILL HOLE P 18, AT THE
 CV0590'WEST END OF THE ROAD AND AT THE SOUTHEAST CORNER OF THE DIRT PAD,
 CV0590'31 FT. SOUTH OF THE CENTER LINE OF THE ROAD, 90.0 FT. SOUTH OF THE
 CV0590'CENTER OF A 2-INCH IRON PIPE WHICH PROJECTS 18 INCHES ABOVE THE
 CV0590'GROUND (ERDA POTASH DRILL HOLE P18), THE DISK IS 0.2 FT. BELOW
 CV0590'THE LEVEL OF THE GROUND, ACCESS TO WHICH IS HAD THROUGH A 4-INCH
 CV0590'PLASTIC SCREW PLUG WHICH IS FLUSH WITH THE GROUND.
 CV0590
 CV0590                          STATION RECOVERY (1981)
 CV0590
 CV0590'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CV0590'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA5740 ***********************************************************************
 AA5740  DESIGNATION -  E 351 RESET
 AA5740  PID         -  AA5740
 AA5740  STATE/COUNTY-  NM/EDDY
 AA5740  USGS QUAD   -  TOWER HILL NORTH (1985)
 AA5740
 AA5740                         *CURRENT SURVEY CONTROL
 AA5740  ___________________________________________________________________
 AA5740* NAD 83(1986)-  32 31 25.     (N)    103 53 40.     (W)     SCALED    
 AA5740* NAVD 88     -      1091.91   (+/-2cm)    3582.4    (feet)  VERTCON   
 AA5740  ___________________________________________________________________
 AA5740  GEOID HEIGHT-         -23.86  (meters)                     GEOID03
 AA5740
 AA5740  VERT ORDER  -  THIRD (See Below)
 AA5740
 AA5740.The horizontal coordinates were scaled from a topographic map and have
 AA5740.an estimated accuracy of +/- 6 seconds.
 AA5740
 AA5740.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA5740.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA5740.The vertical order pertains to the NGVD 29 superseded value.
 AA5740
 AA5740.The geoid height was determined by GEOID03.
 AA5740
 AA5740;                    North         East    Units  Estimated Accuracy
 AA5740;SPC NM E     -   169,010.      206,230.      MT  (+/- 180 meters Scaled)
 AA5740
 AA5740                          SUPERSEDED SURVEY CONTROL
 AA5740
 AA5740  NGVD 29 (06/15/00) 1091.42   (m)         3580.8    (f) RESET       3  
 AA5740
 AA5740.Superseded values are not recommended for survey control.
 AA5740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5740.See file dsdata.txt to determine how the superseded data were derived.
 AA5740
 AA5740_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFR038990(NAD 83)
 AA5740_MARKER: DV = VERTICAL CONTROL DISK
 AA5740_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5740_STAMPING: E 351 RESET 1990
 AA5740_MARK LOGO: NGS   
 AA5740_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA5740_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5740+STABILITY: SURFACE MOTION
 AA5740
 AA5740  HISTORY     - Date     Condition        Report By
 AA5740  HISTORY     - 1990     MONUMENTED       NMHD
 AA5740
 AA5740                          STATION DESCRIPTION
 AA5740
 AA5740'DESCRIBED BY NM HIGHWAY DEPT 1990 (RJT)
 AA5740'ABOUT 22.5 MILES (36.2 KM) EAST ALONG US HIGHWAY 62 FROM THE
 AA5740'COURTHOUSE IN CARLSBAD, ABOUT 150 FEET (45.7 M) SOUTH OF THE
 AA5740'CENTERLINE OF US HIGHWAY 62 ALONG THE SOUTHERLY RIGHT-OF-WAY FENCE,
 AA5740'ABOUT 130 FEET (39.6 M) WEST OF A HIGHWAY RIGHT-OF-WAY MARKER AT STA
 AA5740'237+00.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0641 ***********************************************************************
 CV0641  DESIGNATION -  E 352
 CV0641  PID         -  CV0641
 CV0641  STATE/COUNTY-  NM/LEA
 CV0641  USGS QUAD   -  LAGUNA GATUNA (1984)
 CV0641
 CV0641                         *CURRENT SURVEY CONTROL
 CV0641  ___________________________________________________________________
 CV0641* NAD 83(1986)-  32 32 48.     (N)    103 44 43.     (W)     SCALED    
 CV0641* NAVD 88     -      1080.532  (meters)    3545.05   (feet)  ADJUSTED  
 CV0641  ___________________________________________________________________
 CV0641  GEOID HEIGHT-         -23.45  (meters)                     GEOID03
 CV0641  DYNAMIC HT  -        1079.001 (meters)    3540.02  (feet)  COMP
 CV0641  MODELED GRAV-     979,184.3   (mgal)                       NAVD 88
 CV0641
 CV0641  VERT ORDER  -  FIRST     CLASS I
 CV0641
 CV0641.The horizontal coordinates were scaled from a topographic map and have
 CV0641.an estimated accuracy of +/- 6 seconds.
 CV0641
 CV0641.The orthometric height was determined by differential leveling
 CV0641.and adjusted by the National Geodetic Survey in June 1991..
 CV0641
 CV0641.The geoid height was determined by GEOID03.
 CV0641
 CV0641.The dynamic height is computed by dividing the NAVD 88
 CV0641.geopotential number by the normal gravity value computed on the
 CV0641.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0641.degrees latitude (g = 980.6199 gals.).
 CV0641
 CV0641.The modeled gravity was interpolated from observed gravity values.
 CV0641
 CV0641;                    North         East    Units  Estimated Accuracy
 CV0641;SPC NM E     -   171,640.      220,230.      MT  (+/- 180 meters Scaled)
 CV0641
 CV0641                          SUPERSEDED SURVEY CONTROL
 CV0641
 CV0641  NGVD 29 (??/??/92) 1080.047  (m)         3543.45   (f) ADJ UNCH    1 1
 CV0641
 CV0641.Superseded values are not recommended for survey control.
 CV0641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0641.See file dsdata.txt to determine how the superseded data were derived.
 CV0641
 CV0641_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFS178017(NAD 83)
 CV0641_MARKER: DB = BENCH MARK DISK
 CV0641_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CV0641_SP_SET: CULVERT
 CV0641_STAMPING: E 352 1977
 CV0641_MARK LOGO: NGS   
 CV0641_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CV0641
 CV0641  HISTORY     - Date     Condition        Report By
 CV0641  HISTORY     - 1977     MONUMENTED       NGS
 CV0641  HISTORY     - 1982     GOOD             NGS
 CV0641
 CV0641                          STATION DESCRIPTION
 CV0641
 CV0641'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CV0641'31.05 MI NE FROM CARLSBAD.
 CV0641'31.05 MILES NORTHEAST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE EAST END
 CV0641'OF THE BATAAN BRIDGE OVER THE PECOS RIVER, 0.25 MILE SOUTHWEST OF
 CV0641'MILEPOST 67, AT THE JUNCTION OF A DIRT ROAD LEADING SOUTH ACROSS A
 CV0641'CATTLEGUARD, 100 FT. NORTHEAST OF THE CENTER LINE OF THE ROAD, 18 FT.
 CV0641'SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, IN THE TOP OF THE
 CV0641'SOUTHWEST END OF THE SOUTHEAST CONCRETE HEAD WALL OF A 3-CHANNELED
 CV0641'CONCRETE CULVERT, 0.4 FT. NORTHEAST OF THE SOUTHWEST END OF THE
 CV0641'HEAD WALL, 0.6 MILE SOUTHWEST OF THE HALFWAY BAR AND SERVICE STATION.
 CV0641
 CV0641                          STATION RECOVERY (1982)
 CV0641
 CV0641'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CV0641'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0646 ***********************************************************************
 CV0646  DESIGNATION -  E 353
 CV0646  PID         -  CV0646
 CV0646  STATE/COUNTY-  NM/LEA
 CV0646  USGS QUAD   -  RATTLESNAKE CANYON (1979)
 CV0646
 CV0646                         *CURRENT SURVEY CONTROL
 CV0646  ___________________________________________________________________
 CV0646* NAD 83(1986)-  32 21 13.     (N)    103 09 21.     (W)     SCALED    
 CV0646* NAVD 88     -      1014.289  (meters)    3327.71   (feet)  ADJUSTED  
 CV0646  ___________________________________________________________________
 CV0646  GEOID HEIGHT-         -22.48  (meters)                     GEOID03
 CV0646  DYNAMIC HT  -        1012.903 (meters)    3323.17  (feet)  COMP
 CV0646  MODELED GRAV-     979,236.5   (mgal)                       NAVD 88
 CV0646
 CV0646  VERT ORDER  -  FIRST     CLASS I
 CV0646
 CV0646.The horizontal coordinates were scaled from a topographic map and have
 CV0646.an estimated accuracy of +/- 6 seconds.
 CV0646
 CV0646.The orthometric height was determined by differential leveling
 CV0646.and adjusted by the National Geodetic Survey in June 1991..
 CV0646
 CV0646.The geoid height was determined by GEOID03.
 CV0646
 CV0646.The dynamic height is computed by dividing the NAVD 88
 CV0646.geopotential number by the normal gravity value computed on the
 CV0646.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0646.degrees latitude (g = 980.6199 gals.).
 CV0646
 CV0646.The modeled gravity was interpolated from observed gravity values.
 CV0646
 CV0646;                    North         East    Units  Estimated Accuracy
 CV0646;SPC NM E     -   150,690.      275,830.      MT  (+/- 180 meters Scaled)
 CV0646
 CV0646                          SUPERSEDED SURVEY CONTROL
 CV0646
 CV0646  NGVD 29 (??/??/92) 1013.872  (m)         3326.35   (f) ADJ UNCH    1 1
 CV0646
 CV0646.Superseded values are not recommended for survey control.
 CV0646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0646.See file dsdata.txt to determine how the superseded data were derived.
 CV0646
 CV0646_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFR735811(NAD 83)
 CV0646_MARKER: DB = BENCH MARK DISK
 CV0646_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 CV0646+WITH SETTING: INTO GROUND
 CV0646_STAMPING: E 353 1977
 CV0646_MARK LOGO: NGS   
 CV0646_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CV0646+STABILITY: SURFACE MOTION
 CV0646
 CV0646  HISTORY     - Date     Condition        Report By
 CV0646  HISTORY     - 1977     MONUMENTED       NGS
 CV0646  HISTORY     - 1982     GOOD             NGS
 CV0646
 CV0646                          STATION DESCRIPTION
 CV0646
 CV0646'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CV0646'7.2 MI SOUTH FROM EUNICE.
 CV0646'1.2 MILES EAST ALONG STATE HIGHWAY 8 AND 176 (TEXAS AVENUE) FROM THE
 CV0646'CROSSING OF THE TEXAS NEW MEXICO RAILROAD AT EUNICE, THENCE 6.0 MILES
 CV0646'SOUTHWEST ALONG STATE HIGHWAY 18, AT HIGHWAY MILEPOST 26 AND THE
 CV0646'RAILROAD MILEPOST 60, 126.5 FT.WEST OF THE CENTER LINE OF THE
 CV0646'HIGHWAY, 99.5 FT. EAST OF THE EAST RAIL OF THE TRACK, 231 FT.
 CV0646'NORTHWEST AND ACROSS THE HIGHWAY FROM THE HIGHWAY MILEPOST, 92.5 FT.
 CV0646'SOUTHEAST OF THE RAILROAD MILEPOST, 2 FT. NORTH OF AN INTERSECTION
 CV0646'POWER LINE POLE WITH ONE GUY WIRE, DISK IS 0.5 FT. BELOW GROUND LEVEL
 CV0646'ACCESS TO WHICH IS HAD THROUGH A 4 INCH PLASTIC SCREW CAP FLUSH WITH
 CV0646'THE GROUND,
 CV0646
 CV0646                          STATION RECOVERY (1982)
 CV0646
 CV0646'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CV0646'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0678 ***********************************************************************
 CV0678  DESIGNATION -  E 354
 CV0678  PID         -  CV0678
 CV0678  STATE/COUNTY-  NM/LEA
 CV0678  USGS QUAD   -  SAN SIMON SINK (1984)
 CV0678
 CV0678                         *CURRENT SURVEY CONTROL
 CV0678  ___________________________________________________________________
 CV0678* NAD 83(1986)-  32 20 26.     (N)    103 26 14.     (W)     SCALED    
 CV0678* NAVD 88     -      1032.369  (meters)    3387.03   (feet)  ADJUSTED  
 CV0678  ___________________________________________________________________
 CV0678  GEOID HEIGHT-         -23.59  (meters)                     GEOID03
 CV0678  DYNAMIC HT  -        1030.888 (meters)    3382.17  (feet)  COMP
 CV0678  MODELED GRAV-     979,169.1   (mgal)                       NAVD 88
 CV0678
 CV0678  VERT ORDER  -  FIRST     CLASS I
 CV0678
 CV0678.The horizontal coordinates were scaled from a topographic map and have
 CV0678.an estimated accuracy of +/- 6 seconds.
 CV0678
 CV0678.The orthometric height was determined by differential leveling
 CV0678.and adjusted by the National Geodetic Survey in June 1991..
 CV0678
 CV0678.The geoid height was determined by GEOID03.
 CV0678
 CV0678.The dynamic height is computed by dividing the NAVD 88
 CV0678.geopotential number by the normal gravity value computed on the
 CV0678.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0678.degrees latitude (g = 980.6199 gals.).
 CV0678
 CV0678.The modeled gravity was interpolated from observed gravity values.
 CV0678
 CV0678;                    North         East    Units  Estimated Accuracy
 CV0678;SPC NM E     -   148,980.      249,360.      MT  (+/- 180 meters Scaled)
 CV0678
 CV0678                          SUPERSEDED SURVEY CONTROL
 CV0678
 CV0678  NGVD 29 (??/??/92) 1031.882  (m)         3385.43   (f) ADJ UNCH    1 1
 CV0678
 CV0678.Superseded values are not recommended for survey control.
 CV0678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0678.See file dsdata.txt to determine how the superseded data were derived.
 CV0678
 CV0678_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFR470792(NAD 83)
 CV0678_MARKER: DB = BENCH MARK DISK
 CV0678_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CV0678_SP_SET: 16 FEET
 CV0678_STAMPING: E 354 1977
 CV0678_MARK LOGO: NGS   
 CV0678_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CV0678
 CV0678  HISTORY     - Date     Condition        Report By
 CV0678  HISTORY     - 1977     MONUMENTED       NGS
 CV0678  HISTORY     - 1982     GOOD             NGS
 CV0678
 CV0678                          STATION DESCRIPTION
 CV0678
 CV0678'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CV0678'23.9 MI SW FROM EUNICE.
 CV0678'2.5 MILES SOUTH ALONG STATE HIGHWAY LOOP 18 FROM THE JUNCTION OF
 CV0678'STATE HIGHWAY 8 AND 176 (TEXAS AVENUE) AT EUNICE, THENCE 20.4 MILES
 CV0678'IN A WESTERLY DIRECTION ALONG A PAVED ROAD LOCALLY KNOWN AS THE
 CV0678'DELAWARE BASIN ROAD, THENCE 1.0 MILE NORTH ALONG A GRAVEL ROAD,
 CV0678'AT THE JUNCTION OF A DIRT ROAD LEADING WEST, 27.5 FEET WEST OF THE
 CV0678'CENTER LINE OF THE GRAVEL ROAD, 37 FEET SOUTH OF THE CENTER LINE
 CV0678'OF THE DIRT ROAD, DISK IS 0.5 FOOT BELOW THE SURFACE OF THE GROUND
 CV0678'ACCESS TO WHICH IS HAD THROUGH A 4 INCH PLASTIC SCREW CAP FLUSH WITH
 CV0678'THE GROUND.
 CV0678
 CV0678                          STATION RECOVERY (1982)
 CV0678
 CV0678'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CV0678'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0698 ***********************************************************************
 CV0698  DESIGNATION -  E 355
 CV0698  PID         -  CV0698
 CV0698  STATE/COUNTY-  NM/LEA
 CV0698  USGS QUAD   -  THE DIVIDE (1984)
 CV0698
 CV0698                         *CURRENT SURVEY CONTROL
 CV0698  ___________________________________________________________________
 CV0698* NAD 83(1986)-  32 25 32.     (N)    103 38 44.     (W)     SCALED    
 CV0698* NAVD 88     -      1119.467  (meters)    3672.78   (feet)  ADJUSTED  
 CV0698  ___________________________________________________________________
 CV0698  GEOID HEIGHT-         -23.77  (meters)                     GEOID03
 CV0698  DYNAMIC HT  -        1117.847 (meters)    3667.47  (feet)  COMP
 CV0698  MODELED GRAV-     979,153.0   (mgal)                       NAVD 88
 CV0698
 CV0698  VERT ORDER  -  FIRST     CLASS I
 CV0698
 CV0698.The horizontal coordinates were scaled from a topographic map and have
 CV0698.an estimated accuracy of +/- 6 seconds.
 CV0698
 CV0698.The orthometric height was determined by differential leveling
 CV0698.and adjusted by the National Geodetic Survey in June 1991..
 CV0698
 CV0698.The geoid height was determined by GEOID03.
 CV0698
 CV0698.The dynamic height is computed by dividing the NAVD 88
 CV0698.geopotential number by the normal gravity value computed on the
 CV0698.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0698.degrees latitude (g = 980.6199 gals.).
 CV0698
 CV0698.The modeled gravity was interpolated from observed gravity values.
 CV0698
 CV0698;                    North         East    Units  Estimated Accuracy
 CV0698;SPC NM E     -   158,260.      229,680.      MT  (+/- 180 meters Scaled)
 CV0698
 CV0698                          SUPERSEDED SURVEY CONTROL
 CV0698
 CV0698  NGVD 29 (??/??/92) 1118.960  (m)         3671.12   (f) ADJ UNCH    1 1
 CV0698
 CV0698.Superseded values are not recommended for survey control.
 CV0698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0698.See file dsdata.txt to determine how the superseded data were derived.
 CV0698
 CV0698_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFR273884(NAD 83)
 CV0698_MARKER: DB = BENCH MARK DISK
 CV0698_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CV0698_SP_SET: 12 FT.
 CV0698_STAMPING: E 355 1977
 CV0698_MARK LOGO: NGS   
 CV0698_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CV0698
 CV0698  HISTORY     - Date     Condition        Report By
 CV0698  HISTORY     - 1977     MONUMENTED       NGS
 CV0698  HISTORY     - 1982     GOOD             NGS
 CV0698
 CV0698                          STATION DESCRIPTION
 CV0698
 CV0698'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CV0698'47.45 MI EAST FROM CARLSBAD.
 CV0698'17.2 MILES NORTHEAST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE EAST END
 CV0698'OF THE BATAAN BRIDGE OVER THE PECOS RIVER, THENCE 7.8 MILES SOUTH
 CV0698'ALONG STATE HIGHWAY 31, THENCE 5.05 MILES EAST ALONG A DIRT ROAD,
 CV0698'THENCE 3.7 MILES SOUTH ALONG A DIRT ROAD, THENCE 13.7 MILES EAST
 CV0698'ALONG A PIPE LINE ROAD, 0.55 MILE EAST OF THE JUNCTION OF A DIRT ROAD,
 CV0698'28 FT. SOUTH OF THE CENTER LINE OF THE ROAD, THE DISK IS 0.2 FT.
 CV0698'BELOW THE LEVEL OF THE GROUND, ACCESS TO WHICH IS HA  THROUGH A
 CV0698'4-INCH PLASTIC SCREW PLUG WHICH IS FLUSH WITH THE GROUND.
 CV0698
 CV0698                          STATION RECOVERY (1982)
 CV0698
 CV0698'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CV0698'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0491 ***********************************************************************
 EQ0491  DESIGNATION -  E 356
 EQ0491  PID         -  EQ0491
 EQ0491  STATE/COUNTY-  NM/SOCORRO
 EQ0491  USGS QUAD   -  SOCORRO (1979)
 EQ0491
 EQ0491                         *CURRENT SURVEY CONTROL
 EQ0491  ___________________________________________________________________
 EQ0491* NAD 83(1986)-  34 05 12.     (N)    106 53 15.     (W)     SCALED    
 EQ0491* NAVD 88     -      1402.022  (meters)    4599.80   (feet)  ADJUSTED  
 EQ0491  ___________________________________________________________________
 EQ0491  GEOID HEIGHT-         -22.12  (meters)                     GEOID03
 EQ0491  DYNAMIC HT  -        1400.039 (meters)    4593.29  (feet)  COMP
 EQ0491  MODELED GRAV-     979,173.7   (mgal)                       NAVD 88
 EQ0491
 EQ0491  VERT ORDER  -  FIRST     CLASS I
 EQ0491
 EQ0491.The horizontal coordinates were scaled from a topographic map and have
 EQ0491.an estimated accuracy of +/- 6 seconds.
 EQ0491
 EQ0491.The orthometric height was determined by differential leveling
 EQ0491.and adjusted by the National Geodetic Survey in June 1991..
 EQ0491
 EQ0491.The geoid height was determined by GEOID03.
 EQ0491
 EQ0491.The dynamic height is computed by dividing the NAVD 88
 EQ0491.geopotential number by the normal gravity value computed on the
 EQ0491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0491.degrees latitude (g = 980.6199 gals.).
 EQ0491
 EQ0491.The modeled gravity was interpolated from observed gravity values.
 EQ0491
 EQ0491;                    North         East    Units  Estimated Accuracy
 EQ0491;SPC NM C     -   342,450.      441,170.      MT  (+/- 180 meters Scaled)
 EQ0491
 EQ0491                          SUPERSEDED SURVEY CONTROL
 EQ0491
 EQ0491  NGVD 29 (??/??/92) 1401.296  (m)         4597.42   (f) ADJ UNCH    1 1
 EQ0491
 EQ0491.Superseded values are not recommended for survey control.
 EQ0491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0491.See file dsdata.txt to determine how the superseded data were derived.
 EQ0491
 EQ0491_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT258733(NAD 83)
 EQ0491_MARKER: DB = BENCH MARK DISK
 EQ0491_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EQ0491_SP_SET: STAINLESS STEEL ROD
 EQ0491_STAMPING: E 356 1978
 EQ0491_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EQ0491
 EQ0491  HISTORY     - Date     Condition        Report By
 EQ0491  HISTORY     - 1978     MONUMENTED       NGS
 EQ0491
 EQ0491                          STATION DESCRIPTION
 EQ0491
 EQ0491'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 EQ0491'1.9 MI NORTH FROM SOCORRO.
 EQ0491'1.9 MILES NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD FROM
 EQ0491'THE STATION IN SOCORRO.  AT THE FIFTH POLE NORTH OF MILE POST 976
 EQ0491'AND ON THE NORTHWEST CORNER OF THE INTERSECTION OF THE RAILROAD AND
 EQ0491'A PAVED ROAD LEADING EAST AND WEST, 41.8 FEET WEST OF THE WEST RAIL,
 EQ0491'34 FEET NORTH OF THE CENTERLINE OF THE ROAD, 5.5 FEET NORTHEAST OF A
 EQ0491'POWER POLE WITH TRANSFORMER NUMBER 2386, AND 1.8 FEET SOUTHWEST OF THE
 EQ0491'TELEPHONE POLE.  DISK IS SET LEVEL WITH THE GROUND, ACCESS TO WHICH IS
 EQ0491'TO BE HAD THROUGH A 4 INCH PLASTIC SCREW PLUG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0513 ***********************************************************************
 EQ0513  DESIGNATION -  E 357
 EQ0513  PID         -  EQ0513
 EQ0513  STATE/COUNTY-  NM/SOCORRO
 EQ0513  USGS QUAD   -  ARROYO LANDAVASO (1995)
 EQ0513
 EQ0513                         *CURRENT SURVEY CONTROL
 EQ0513  ___________________________________________________________________
 EQ0513* NAD 83(1986)-  34 05 33.     (N)    107 20 31.     (W)     SCALED    
 EQ0513* NAVD 88     -      2076.881  (meters)    6813.90   (feet)  ADJUSTED  
 EQ0513  ___________________________________________________________________
 EQ0513  GEOID HEIGHT-         -21.59  (meters)                     GEOID03
 EQ0513  DYNAMIC HT  -        2073.676 (meters)    6803.39  (feet)  COMP
 EQ0513  MODELED GRAV-     979,018.5   (mgal)                       NAVD 88
 EQ0513
 EQ0513  VERT ORDER  -  FIRST     CLASS I
 EQ0513
 EQ0513.The horizontal coordinates were scaled from a topographic map and have
 EQ0513.an estimated accuracy of +/- 6 seconds.
 EQ0513
 EQ0513.The orthometric height was determined by differential leveling
 EQ0513.and adjusted by the National Geodetic Survey in June 1991..
 EQ0513
 EQ0513.The geoid height was determined by GEOID03.
 EQ0513
 EQ0513.The dynamic height is computed by dividing the NAVD 88
 EQ0513.geopotential number by the normal gravity value computed on the
 EQ0513.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0513.degrees latitude (g = 980.6199 gals.).
 EQ0513
 EQ0513.The modeled gravity was interpolated from observed gravity values.
 EQ0513
 EQ0513;                    North         East    Units  Estimated Accuracy
 EQ0513;SPC NM C     -   343,450.      399,240.      MT  (+/- 180 meters Scaled)
 EQ0513
 EQ0513                          SUPERSEDED SURVEY CONTROL
 EQ0513
 EQ0513  NGVD 29 (??/??/92) 2075.955  (m)         6810.86   (f) ADJ UNCH    1 1
 EQ0513
 EQ0513.Superseded values are not recommended for survey control.
 EQ0513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0513.See file dsdata.txt to determine how the superseded data were derived.
 EQ0513
 EQ0513_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBT839748(NAD 83)
 EQ0513_MARKER: DB = BENCH MARK DISK
 EQ0513_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EQ0513_SP_SET: STAINLESS STEEL ROD
 EQ0513_STAMPING: E 357 1978
 EQ0513_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EQ0513
 EQ0513  HISTORY     - Date     Condition        Report By
 EQ0513  HISTORY     - 1978     MONUMENTED       NGS
 EQ0513
 EQ0513                          STATION DESCRIPTION
 EQ0513
 EQ0513'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 EQ0513'6.3 MI WEST FROM MAGDALENA.
 EQ0513'ABOUT 6.3 MILES WEST ALONG U.S. HIGHWAY 60 FROM THE POST OFFICE IN
 EQ0513'MAGDALENA, AT HIGHWAY MARKER POST NUMBER 107, 210 FEET NORTHWEST OF
 EQ0513'HIGHWAY MARKER POST NUMBER 107, 157 FEET NORTH-NORTHWEST OF THE
 EQ0513'CENTERLINE OF THE HIGHWAY, 137 FEET NORTH-NORTHEAST OF THE EASTERLY
 EQ0513'OF TWO 36 INCH PIPES FOR A CULVERT, 51.5 FEET SOUTH-SOUTHEAST OF A
 EQ0513'TELEGRAPH POLE NUMBER 980, AND 0.6 FOOT SOUTH OF THE NORTHERLY RIGHT
 EQ0513'OF WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1214 ***********************************************************************
 CX1214  DESIGNATION -  E 358
 CX1214  PID         -  CX1214
 CX1214  STATE/COUNTY-  NM/LUNA
 CX1214  USGS QUAD   -  SPALDING (1964)
 CX1214
 CX1214                         *CURRENT SURVEY CONTROL
 CX1214  ___________________________________________________________________
 CX1214* NAD 83(1986)-  32 25 34.     (N)    107 54 14.     (W)     SCALED    
 CX1214* NAVD 88     -      1433.636  (meters)    4703.52   (feet)  ADJUSTED  
 CX1214  ___________________________________________________________________
 CX1214  GEOID HEIGHT-         -24.36  (meters)                     GEOID03
 CX1214  DYNAMIC HT  -        1431.444 (meters)    4696.33  (feet)  COMP
 CX1214  MODELED GRAV-     979,059.4   (mgal)                       NAVD 88
 CX1214
 CX1214  VERT ORDER  -  FIRST     CLASS II
 CX1214
 CX1214.The horizontal coordinates were scaled from a topographic map and have
 CX1214.an estimated accuracy of +/- 6 seconds.
 CX1214
 CX1214.The orthometric height was determined by differential leveling
 CX1214.and adjusted by the National Geodetic Survey in June 1991..
 CX1214
 CX1214.The geoid height was determined by GEOID03.
 CX1214
 CX1214.The dynamic height is computed by dividing the NAVD 88
 CX1214.geopotential number by the normal gravity value computed on the
 CX1214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX1214.degrees latitude (g = 980.6199 gals.).
 CX1214
 CX1214.The modeled gravity was interpolated from observed gravity values.
 CX1214
 CX1214;                    North         East    Units  Estimated Accuracy
 CX1214;SPC NM W     -   158,120.      823,370.      MT  (+/- 180 meters Scaled)
 CX1214
 CX1214                          SUPERSEDED SURVEY CONTROL
 CX1214
 CX1214.No superseded survey control is available for this station.
 CX1214
 CX1214_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBR269913(NAD 83)
 CX1214_MARKER: DB = BENCH MARK DISK
 CX1214_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CX1214+WITH SETTING: INFORMATION.
 CX1214_SP_SET: SHALLOW SET METAL ROD
 CX1214_STAMPING: E 358 1979
 CX1214_PROJECTION: FLUSH
 CX1214_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX1214_ROD/PIPE-DEPTH: 5.5  meters
 CX1214
 CX1214  HISTORY     - Date     Condition        Report By
 CX1214  HISTORY     - 1979     MONUMENTED       NGS
 CX1214
 CX1214                          STATION DESCRIPTION
 CX1214
 CX1214'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CX1214'21.8 KM NW FROM DEMING.
 CX1214'0.2 KILOMETER (0.1 MILE) EAST ALONG SPRUCE STREET FROM THE POST OFFICE
 CX1214'IN DEMING, THENCE 21.6 KILOMETERS (13.5 MILES) NORTHWEST ALONG U.S.
 CX1214'HIGHWAY 180, 1.4 KILOMETERS (0.9 MILE) NORTHWEST OF A SIDE ROAD
 CX1214'LEADING NORTH TO A RADIO TOWER, 19,0 METERS (62.3 FEET)
 CX1214'NORTH-NORTHEAST OF THE CENTERLINE OF THE HIGHWAY AND 0.8 METERS (2.9
 CX1214'FEET) SOUTH OF A FENCE.  NOTE= REFUSAL WAS REACHED AT 5.5 METERS
 CX1214'(18.0 FEET).  ACCESS TO DISK IS THROUGH A 4-INCH SCREW PLUG.
 CX1214'THE MARK IS 0.5 METERS  E FROM A WITNESS POST.
 CX1214'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0796 ***********************************************************************
 CY0796  DESIGNATION -  E 359
 CY0796  PID         -  CY0796
 CY0796  STATE/COUNTY-  NM/GRANT
 CY0796  USGS QUAD   -  FORT BAYARD (1992)
 CY0796
 CY0796                         *CURRENT SURVEY CONTROL
 CY0796  ___________________________________________________________________
 CY0796* NAD 83(1986)-  32 46 23.     (N)    108 08 53.     (W)     SCALED    
 CY0796* NAVD 88     -      1818.337  (meters)    5965.66   (feet)  ADJUSTED  
 CY0796  ___________________________________________________________________
 CY0796  GEOID HEIGHT-         -23.51  (meters)                     GEOID03
 CY0796  DYNAMIC HT  -        1815.483 (meters)    5956.30  (feet)  COMP
 CY0796  MODELED GRAV-     979,003.5   (mgal)                       NAVD 88
 CY0796
 CY0796  VERT ORDER  -  FIRST     CLASS II
 CY0796
 CY0796.The horizontal coordinates were scaled from a topographic map and have
 CY0796.an estimated accuracy of +/- 6 seconds.
 CY0796
 CY0796.The orthometric height was determined by differential leveling
 CY0796.and adjusted by the National Geodetic Survey in June 1991..
 CY0796
 CY0796.The geoid height was determined by GEOID03.
 CY0796
 CY0796.The dynamic height is computed by dividing the NAVD 88
 CY0796.geopotential number by the normal gravity value computed on the
 CY0796.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0796.degrees latitude (g = 980.6199 gals.).
 CY0796
 CY0796.The modeled gravity was interpolated from observed gravity values.
 CY0796
 CY0796;                    North         East    Units  Estimated Accuracy
 CY0796;SPC NM W     -   196,630.      800,520.      MT  (+/- 180 meters Scaled)
 CY0796
 CY0796                          SUPERSEDED SURVEY CONTROL
 CY0796
 CY0796.No superseded survey control is available for this station.
 CY0796
 CY0796_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYB671297(NAD 83)
 CY0796_MARKER: DB = BENCH MARK DISK
 CY0796_SETTING: 66 = SET IN ROCK OUTCROP
 CY0796_SP_SET: ROCK OUTCROP
 CY0796_STAMPING: E 359 1980
 CY0796_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CY0796+STABILITY: POSITION/ELEVATION WELL
 CY0796
 CY0796  HISTORY     - Date     Condition        Report By
 CY0796  HISTORY     - 1980     MONUMENTED       NGS
 CY0796
 CY0796                          STATION DESCRIPTION
 CY0796
 CY0796'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CY0796'12.6 KM SE FROM SILVER CITY.
 CY0796'1.1 KILOMETERS (0.7 MILE) NORTH ALONG HUDSON STREET (STATE HIGHWAY 90)
 CY0796'FROM THE POST OFFICE IN SILVER CITY, THENCE 11.6 KILOMETERS (7.3
 CY0796'MILES) SOUTHEAST ALONG U.S. HIGHWAY 180, 13.5 METERS (44.5 FEET) WEST
 CY0796'OF THE CENTERLINE OF THE SOUTH-BOUND LANES OF THE HIGHWAY AND 9.1
 CY0796'METERS (29.9 FEET) EAST OF A FENCE.
 CY0796'THE MARK IS 0.5 METERS  E FROM A WITNESS POST.
 CY0796'THE MARK IS 3.2 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0357 ***********************************************************************
 DT0357  DESIGNATION -  E 36
 DT0357  PID         -  DT0357
 DT0357  STATE/COUNTY-  NM/GRANT
 DT0357  USGS QUAD   -  BIG LUE MOUNTAINS (1989)
 DT0357
 DT0357                         *CURRENT SURVEY CONTROL
 DT0357  ___________________________________________________________________
 DT0357* NAD 83(1986)-  33 06 52.     (N)    109 00 55.     (W)     SCALED    
 DT0357* NAVD 88     -      1685.491  (meters)    5529.82   (feet)  ADJUSTED  
 DT0357  ___________________________________________________________________
 DT0357  GEOID HEIGHT-         -24.66  (meters)                     GEOID03
 DT0357  DYNAMIC HT  -        1682.919 (meters)    5521.38  (feet)  COMP
 DT0357  MODELED GRAV-     979,051.7   (mgal)                       NAVD 88
 DT0357
 DT0357  VERT ORDER  -  SECOND    CLASS 0
 DT0357
 DT0357.The horizontal coordinates were scaled from a topographic map and have
 DT0357.an estimated accuracy of +/- 6 seconds.
 DT0357
 DT0357.The orthometric height was determined by differential leveling
 DT0357.and adjusted by the National Geodetic Survey in June 1991..
 DT0357
 DT0357.The geoid height was determined by GEOID03.
 DT0357
 DT0357.The dynamic height is computed by dividing the NAVD 88
 DT0357.geopotential number by the normal gravity value computed on the
 DT0357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0357.degrees latitude (g = 980.6199 gals.).
 DT0357
 DT0357.The modeled gravity was interpolated from observed gravity values.
 DT0357
 DT0357;                    North         East    Units  Estimated Accuracy
 DT0357;SPC NM W     -   235,070.      719,690.      MT  (+/- 180 meters Scaled)
 DT0357
 DT0357                          SUPERSEDED SURVEY CONTROL
 DT0357
 DT0357  NGVD 29 (??/??/92) 1684.625  (m)         5526.97   (f) ADJ UNCH    2 0
 DT0357
 DT0357.Superseded values are not recommended for survey control.
 DT0357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0357.See file dsdata.txt to determine how the superseded data were derived.
 DT0357
 DT0357_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB851657(NAD 83)
 DT0357_MARKER: DB = BENCH MARK DISK
 DT0357_SETTING: 66 = SET IN ROCK OUTCROP
 DT0357_SP_SET: ROCK LEDGE
 DT0357_STAMPING: E 36 1934
 DT0357_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DT0357+STABILITY: POSITION/ELEVATION WELL
 DT0357
 DT0357  HISTORY     - Date     Condition        Report By
 DT0357  HISTORY     - 1934     MONUMENTED       CGS
 DT0357  HISTORY     - 1965     MARK NOT FOUND   USGS
 DT0357
 DT0357                          STATION DESCRIPTION
 DT0357
 DT0357'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DT0357'4.2 MI W FROM MULE CREEK.
 DT0357'ON STATE HWY. NO. 78, 2.5 MILES SOUTH EAST OF NEW MEXICO AND ARIZONA
 DT0357'STATE LINE, 0.6 MILE NORTH EAST OF CULTIVATED FENCED FIELD AT FOOT OF
 DT0357'GRADE, 0.1 MILE SOUTH WEST OF BRIDGE ACROSS WASH, ON NORTH EDGE OF
 DT0357'DEEP WASH, ABOUT 400 FT. NORTH OF LARGE ROCKY TIMBERED RIDGE, 50 FT.
 DT0357'SOUTH OF CENTER LINE OF HWY. ON A CONGLOMERATE ROCK LEDGE.
 DT0357
 DT0357                          STATION RECOVERY (1965)
 DT0357
 DT0357'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 DT0357'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0768 ***********************************************************************
 CY0768  DESIGNATION -  E 360
 CY0768  PID         -  CY0768
 CY0768  STATE/COUNTY-  NM/GRANT
 CY0768  USGS QUAD   -  CIRCLE MESA (1992)
 CY0768
 CY0768                         *CURRENT SURVEY CONTROL
 CY0768  ___________________________________________________________________
 CY0768* NAD 83(1986)-  32 48 33.     (N)    108 29 15.     (W)     SCALED    
 CY0768* NAVD 88     -      1492.351  (meters)    4896.15   (feet)  ADJUSTED  
 CY0768  ___________________________________________________________________
 CY0768  GEOID HEIGHT-         -24.41  (meters)                     GEOID03
 CY0768  DYNAMIC HT  -        1490.059 (meters)    4888.64  (feet)  COMP
 CY0768  MODELED GRAV-     979,050.3   (mgal)                       NAVD 88
 CY0768
 CY0768  VERT ORDER  -  FIRST     CLASS II
 CY0768
 CY0768.The horizontal coordinates were scaled from a topographic map and have
 CY0768.an estimated accuracy of +/- 6 seconds.
 CY0768
 CY0768.The orthometric height was determined by differential leveling
 CY0768.and adjusted by the National Geodetic Survey in June 1991..
 CY0768
 CY0768.The geoid height was determined by GEOID03.
 CY0768
 CY0768.The dynamic height is computed by dividing the NAVD 88
 CY0768.geopotential number by the normal gravity value computed on the
 CY0768.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0768.degrees latitude (g = 980.6199 gals.).
 CY0768
 CY0768.The modeled gravity was interpolated from observed gravity values.
 CY0768
 CY0768;                    North         East    Units  Estimated Accuracy
 CY0768;SPC NM W     -   200,780.      768,740.      MT  (+/- 180 meters Scaled)
 CY0768
 CY0768                          SUPERSEDED SURVEY CONTROL
 CY0768
 CY0768.No superseded survey control is available for this station.
 CY0768
 CY0768_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYB352329(NAD 83)
 CY0768_MARKER: DB = BENCH MARK DISK
 CY0768_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CY0768+WITH SETTING: INFORMATION.
 CY0768_SP_SET: SHALLOW SET METAL ROD
 CY0768_STAMPING: E 360 1980
 CY0768_PROJECTION: FLUSH
 CY0768_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CY0768_ROD/PIPE-DEPTH: 7.0  meters
 CY0768
 CY0768  HISTORY     - Date     Condition        Report By
 CY0768  HISTORY     - 1980     MONUMENTED       NGS
 CY0768
 CY0768                          STATION DESCRIPTION
 CY0768
 CY0768'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CY0768'21.8 KM SE FROM CLIFF.
 CY0768'21.8 KILOMETERS (13.55 MILES) SOUTHEAST ALONG U.S. HIGHWAY 180 FROM
 CY0768'THE POST OFFICE IN CLIFF, 0.2 KILOMETER (0.1 MILE) NORTH-NORTHWEST
 CY0768'OF A DRIVEWAY LEADING SOUTH-SOUTHWEST THROUGH A GATE, 31.7 METERS
 CY0768'(104.0 FEET) NORTH-NORTHEAST AND ACROSS THE HIGHWAY FROM MILEMARKER
 CY0768'98, 22.4 METERS (73.6 FEET) NORTH-NORTHEAST OF THE CENTERLINE OF THE
 CY0768'HIGHWAY AND 0.5 METER (1.6 FEET) SOUTH-SOUTHWEST OF A FENCE.  NOTE=
 CY0768'REFUSAL WAS REACHED AT 7.0 METERS (23.0 FEET).  ACCESS TO DISK IS
 CY0768'THROUGH A 4-INCH SCREW PLUG.
 CY0768'THE MARK IS 0.5 METERS  WNW FROM A WITNESS POST.
 CY0768'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0559 ***********************************************************************
 DT0559  DESIGNATION -  E 361
 DT0559  PID         -  DT0559
 DT0559  STATE/COUNTY-  NM/GRANT
 DT0559  USGS QUAD   -  BEAR MOUNTAIN (1965)
 DT0559
 DT0559                         *CURRENT SURVEY CONTROL
 DT0559  ___________________________________________________________________
 DT0559* NAD 83(1986)-  33 04 30.     (N)    108 45 17.     (W)     SCALED    
 DT0559* NAVD 88     -      1509.743  (meters)    4953.22   (feet)  ADJUSTED  
 DT0559  ___________________________________________________________________
 DT0559  GEOID HEIGHT-         -24.46  (meters)                     GEOID03
 DT0559  DYNAMIC HT  -        1507.452 (meters)    4945.70  (feet)  COMP
 DT0559  MODELED GRAV-     979,067.8   (mgal)                       NAVD 88
 DT0559
 DT0559  VERT ORDER  -  FIRST     CLASS II
 DT0559
 DT0559.The horizontal coordinates were scaled from a topographic map and have
 DT0559.an estimated accuracy of +/- 6 seconds.
 DT0559
 DT0559.The orthometric height was determined by differential leveling
 DT0559.and adjusted by the National Geodetic Survey in June 1991..
 DT0559
 DT0559.The geoid height was determined by GEOID03.
 DT0559
 DT0559.The dynamic height is computed by dividing the NAVD 88
 DT0559.geopotential number by the normal gravity value computed on the
 DT0559.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0559.degrees latitude (g = 980.6199 gals.).
 DT0559
 DT0559.The modeled gravity was interpolated from observed gravity values.
 DT0559
 DT0559;                    North         East    Units  Estimated Accuracy
 DT0559;SPC NM W     -   230,450.      743,970.      MT  (+/- 180 meters Scaled)
 DT0559
 DT0559                          SUPERSEDED SURVEY CONTROL
 DT0559
 DT0559.No superseded survey control is available for this station.
 DT0559
 DT0559_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYB095618(NAD 83)
 DT0559_MARKER: DB = BENCH MARK DISK
 DT0559_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DT0559+WITH SETTING: INFORMATION.
 DT0559_SP_SET: SHALLOW SET METAL ROD
 DT0559_STAMPING: E 361 1980
 DT0559_PROJECTION: FLUSH
 DT0559_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DT0559_ROD/PIPE-DEPTH: 3.4  meters
 DT0559
 DT0559  HISTORY     - Date     Condition        Report By
 DT0559  HISTORY     - 1980     MONUMENTED       NGS
 DT0559
 DT0559                          STATION DESCRIPTION
 DT0559
 DT0559'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 DT0559'19.1 KM WNW FROM CLIFF.
 DT0559'19.1 KILOMETERS (11.9 MILES) WEST-NORTHWEST ALONG U.S. HIGHWAY 180
 DT0559'FROM THE POST OFFICE IN CLIFF, 0.9 KILOMETER (0.6 MILE) WEST-NORTHWEST
 DT0559'OF MILEMARKER 73, 21.9 METERS (72.0 FEET) NORTH-NORTHEAST OF THE
 DT0559'CENTERLINE OF THE HIGHWAY AND 0.5 METER (1.6 FEET) SOUTH-SOUTHWEST OF
 DT0559'A FENCE.  NOTE=REFUSAL WAS REACHED AT 3.4 METERS (13.0 FEET).  ACCESS
 DT0559'TO DISK IS THROUGH A 4-INCH SCREW PLUG.
 DT0559'THE MARK IS 0.7 METERS  WNW FROM A WITNESS POST.
 DT0559'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1218 ***********************************************************************
 CX1218  DESIGNATION -  E 362
 CX1218  PID         -  CX1218
 CX1218  STATE/COUNTY-  NM/LUNA
 CX1218  USGS QUAD   -  GOAT RIDGE (1972)
 CX1218
 CX1218                         *CURRENT SURVEY CONTROL
 CX1218  ___________________________________________________________________
 CX1218* NAD 83(1986)-  32 23 09.     (N)    107 51 46.     (W)     SCALED    
 CX1218* NAVD 88     -      1404.662  (meters)    4608.46   (feet)  ADJUSTED  
 CX1218  ___________________________________________________________________
 CX1218  GEOID HEIGHT-         -24.40  (meters)                     GEOID03
 CX1218  DYNAMIC HT  -        1402.520 (meters)    4601.43  (feet)  COMP
 CX1218  MODELED GRAV-     979,065.1   (mgal)                       NAVD 88
 CX1218
 CX1218  VERT ORDER  -  FIRST     CLASS II
 CX1218
 CX1218.The horizontal coordinates were scaled from a topographic map and have
 CX1218.an estimated accuracy of +/- 6 seconds.
 CX1218
 CX1218.The orthometric height was determined by differential leveling
 CX1218.and adjusted by the National Geodetic Survey in June 1991..
 CX1218
 CX1218.The geoid height was determined by GEOID03.
 CX1218
 CX1218.The dynamic height is computed by dividing the NAVD 88
 CX1218.geopotential number by the normal gravity value computed on the
 CX1218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX1218.degrees latitude (g = 980.6199 gals.).
 CX1218
 CX1218.The modeled gravity was interpolated from observed gravity values.
 CX1218
 CX1218;                    North         East    Units  Estimated Accuracy
 CX1218;SPC NM W     -   153,650.      827,230.      MT  (+/- 180 meters Scaled)
 CX1218
 CX1218                          SUPERSEDED SURVEY CONTROL
 CX1218
 CX1218.No superseded survey control is available for this station.
 CX1218
 CX1218_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBR306868(NAD 83)
 CX1218_MARKER: I = METAL ROD
 CX1218_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 CX1218_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 CX1218_STAMPING: E 362 1980
 CX1218_PROJECTION: FLUSH
 CX1218_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CX1218+STABILITY: POSITION/ELEVATION WELL
 CX1218_ROD/PIPE-DEPTH: 10.7 meters
 CX1218_SLEEVE-DEPTH  : 9.1 meters
 CX1218
 CX1218  HISTORY     - Date     Condition        Report By
 CX1218  HISTORY     - 1980     MONUMENTED       NGS
 CX1218
 CX1218                          STATION DESCRIPTION
 CX1218
 CX1218'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CX1218'17.0 KM NW FROM DEMING.
 CX1218'0.2 KILOMETER (0.1 MILE) EAST ALONG SPRUCE STREET FROM THE POST
 CX1218'OFFICE IN DEMING, THENCE 15.8 KILOMETER (9.8 MILES) NORTHWEST ALONG
 CX1218'U. S. HIGHWAY 180, 1.0 KILOMETER (0.65 MILE) SOUTHEAST OF MILE POST
 CX1218'154, 19.3 METERS (63.3 FEET) NORTHEAST OF THE CENTER OF THE
 CX1218'HIGHWAY AND 0.8 METERS (2.7 FEET) SOUTHWEST OF A BARBED WIRE FENCE.
 CX1218'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CX1218'THE MARK IS 0.5 METERS  SE FROM A WITNESS POST.
 CX1218'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0554 ***********************************************************************
 DT0554  DESIGNATION -  E 363
 DT0554  PID         -  DT0554
 DT0554  STATE/COUNTY-  NM/GRANT
 DT0554  USGS QUAD   -  MOON RANCH (1965)
 DT0554
 DT0554                         *CURRENT SURVEY CONTROL
 DT0554  ___________________________________________________________________
 DT0554* NAD 83(1986)-  33 08 53.     (N)    108 48 27.     (W)     SCALED    
 DT0554* NAVD 88     -      1599.554  (meters)    5247.87   (feet)  ADJUSTED  
 DT0554  ___________________________________________________________________
 DT0554  GEOID HEIGHT-         -24.36  (meters)                     GEOID03
 DT0554  DYNAMIC HT  -        1597.095 (meters)    5239.80  (feet)  COMP
 DT0554  MODELED GRAV-     979,044.4   (mgal)                       NAVD 88
 DT0554
 DT0554  VERT ORDER  -  FIRST     CLASS II
 DT0554
 DT0554.The horizontal coordinates were scaled from a topographic map and have
 DT0554.an estimated accuracy of +/- 6 seconds.
 DT0554
 DT0554.The orthometric height was determined by differential leveling
 DT0554.and adjusted by the National Geodetic Survey in June 1991..
 DT0554
 DT0554.The geoid height was determined by GEOID03.
 DT0554
 DT0554.The dynamic height is computed by dividing the NAVD 88
 DT0554.geopotential number by the normal gravity value computed on the
 DT0554.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0554.degrees latitude (g = 980.6199 gals.).
 DT0554
 DT0554.The modeled gravity was interpolated from observed gravity values.
 DT0554
 DT0554;                    North         East    Units  Estimated Accuracy
 DT0554;SPC NM W     -   238,600.      739,120.      MT  (+/- 180 meters Scaled)
 DT0554
 DT0554                          SUPERSEDED SURVEY CONTROL
 DT0554
 DT0554.No superseded survey control is available for this station.
 DT0554
 DT0554_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYB044698(NAD 83)
 DT0554_MARKER: DB = BENCH MARK DISK
 DT0554_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DT0554+WITH SETTING: INFORMATION.
 DT0554_SP_SET: SHALLOW SET METAL ROD
 DT0554_STAMPING: E 363 1980
 DT0554_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DT0554
 DT0554  HISTORY     - Date     Condition        Report By
 DT0554  HISTORY     - 1980     MONUMENTED       NGS
 DT0554
 DT0554                          STATION DESCRIPTION
 DT0554
 DT0554'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 DT0554'24.3 KM SOUTH FROM GLENWOOD.
 DT0554'24.3 KILOMETERS (15.1 MILES) SOUTH ALONG U.S. HIGHWAY 180 FROM THE
 DT0554'POST OFFICE IN GLENWOOD, 0.3 KILOMETER (0.2 MILE) SOUTH OF HIGHWAY
 DT0554'MILEMARKER 66, 22.4 METERS (73.4 FEET) EAST-NORTHEAST OF THE
 DT0554'CENTERLINE OF THE HIGHWAY, 0.6 METER (2.1 FEET) SOUTH-SOUTHEAST OF
 DT0554'THE FIRST TELEPHONE POLE SOUTHEAST OF A WASH AND 0.5 METER (1.6 FEET)
 DT0554'WEST-SOUTHWEST OF A BARBED WIRE FENCE.  ACCESS TO THE DISK IS
 DT0554'THROUGH A 4-INCH SCREW PLUG.
 DT0554'THE MARK IS 0.4 METERS  SSE FROM A WITNESS POST.
 DT0554'THE MARK IS 0.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0536 ***********************************************************************
 DT0536  DESIGNATION -  E 364
 DT0536  PID         -  DT0536
 DT0536  STATE/COUNTY-  NM/CATRON
 DT0536  USGS QUAD   -  GLENWOOD (1965)
 DT0536
 DT0536                         *CURRENT SURVEY CONTROL
 DT0536  ___________________________________________________________________
 DT0536* NAD 83(1986)-  33 20 41.     (N)    108 53 49.     (W)     SCALED    
 DT0536* NAVD 88     -      1530.809  (meters)    5022.33   (feet)  ADJUSTED  
 DT0536  ___________________________________________________________________
 DT0536  GEOID HEIGHT-         -24.02  (meters)                     GEOID03
 DT0536  DYNAMIC HT  -        1528.476 (meters)    5014.68  (feet)  COMP
 DT0536  MODELED GRAV-     979,060.9   (mgal)                       NAVD 88
 DT0536
 DT0536  VERT ORDER  -  FIRST     CLASS II
 DT0536
 DT0536.The horizontal coordinates were scaled from a topographic map and have
 DT0536.an estimated accuracy of +/- 6 seconds.
 DT0536
 DT0536.The orthometric height was determined by differential leveling
 DT0536.and adjusted by the National Geodetic Survey in June 1991..
 DT0536
 DT0536.The geoid height was determined by GEOID03.
 DT0536
 DT0536.The dynamic height is computed by dividing the NAVD 88
 DT0536.geopotential number by the normal gravity value computed on the
 DT0536.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0536.degrees latitude (g = 980.6199 gals.).
 DT0536
 DT0536.The modeled gravity was interpolated from observed gravity values.
 DT0536
 DT0536;                    North         East    Units  Estimated Accuracy
 DT0536;SPC NM W     -   260,490.      731,000.      MT  (+/- 180 meters Scaled)
 DT0536
 DT0536                          SUPERSEDED SURVEY CONTROL
 DT0536
 DT0536.No superseded survey control is available for this station.
 DT0536
 DT0536_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB957914(NAD 83)
 DT0536_MARKER: DB = BENCH MARK DISK
 DT0536_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DT0536+WITH SETTING: INFORMATION.
 DT0536_SP_SET: SHALLOW SET METAL ROD
 DT0536_STAMPING: E 364 1980
 DT0536_PROJECTION: FLUSH
 DT0536_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DT0536_ROD/PIPE-DEPTH: 4.0  meters
 DT0536
 DT0536  HISTORY     - Date     Condition        Report By
 DT0536  HISTORY     - 1980     MONUMENTED       NGS
 DT0536
 DT0536                          STATION DESCRIPTION
 DT0536
 DT0536'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 DT0536'3.7 KM NW FROM GLENWOOD.
 DT0536'3.7 KILOMETERS (2.3 MILES) NORTHWEST ALONG U. S. HIGHWAY 180 FROM
 DT0536'THE POST OFFICE IN GLENWOOD, 0.4 KILOMETER (0.25 MILE) NORTHWEST OF
 DT0536'MILE POST 49, 20.7 METERS (68.0 FEET) WEST OF THE CENTER OF THE
 DT0536'HIGHWAY, 6.8 METERS (22.3 FEET) SOUTH OF THE CENTER OF A TRACK ROAD
 DT0536'LEADING WEST AND 0.3 METERS (1.1 FEET) EAST OF A WIRE FENCE.
 DT0536'NOTE=REFUSAL WAS REACHED AT 4 METERS.  ACCESS TO THE DISK IS THROUGH
 DT0536'A 4-INCH SCREW PLUG.
 DT0536'THE MARK IS 0.6 METERS  N FROM A WITNESS POST.
 DT0536'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1224 ***********************************************************************
 CX1224  DESIGNATION -  E 365
 CX1224  PID         -  CX1224
 CX1224  STATE/COUNTY-  NM/LUNA
 CX1224  USGS QUAD   -  DEMING WEST (1972)
 CX1224
 CX1224                         *CURRENT SURVEY CONTROL
 CX1224  ___________________________________________________________________
 CX1224* NAD 83(1986)-  32 19 41.     (N)    107 48 08.     (W)     SCALED    
 CX1224* NAVD 88     -      1352.085  (meters)    4435.97   (feet)  ADJUSTED  
 CX1224  ___________________________________________________________________
 CX1224  GEOID HEIGHT-         -24.49  (meters)                     GEOID03
 CX1224  DYNAMIC HT  -        1350.032 (meters)    4429.23  (feet)  COMP
 CX1224  MODELED GRAV-     979,074.1   (mgal)                       NAVD 88
 CX1224
 CX1224  VERT ORDER  -  FIRST     CLASS II
 CX1224
 CX1224.The horizontal coordinates were scaled from a topographic map and have
 CX1224.an estimated accuracy of +/- 6 seconds.
 CX1224
 CX1224.The orthometric height was determined by differential leveling
 CX1224.and adjusted by the National Geodetic Survey in June 1991..
 CX1224
 CX1224.The geoid height was determined by GEOID03.
 CX1224
 CX1224.The dynamic height is computed by dividing the NAVD 88
 CX1224.geopotential number by the normal gravity value computed on the
 CX1224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX1224.degrees latitude (g = 980.6199 gals.).
 CX1224
 CX1224.The modeled gravity was interpolated from observed gravity values.
 CX1224
 CX1224;                    North         East    Units  Estimated Accuracy
 CX1224;SPC NM W     -   147,240.      832,930.      MT  (+/- 180 meters Scaled)
 CX1224
 CX1224                          SUPERSEDED SURVEY CONTROL
 CX1224
 CX1224.No superseded survey control is available for this station.
 CX1224
 CX1224_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBR362802(NAD 83)
 CX1224_MARKER: DB = BENCH MARK DISK
 CX1224_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CX1224+WITH SETTING: INFORMATION.
 CX1224_SP_SET: SHALLOW SET METAL ROD
 CX1224_STAMPING: E 365 1979
 CX1224_PROJECTION: FLUSH
 CX1224_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX1224_ROD/PIPE-DEPTH: 2.4  meters
 CX1224
 CX1224  HISTORY     - Date     Condition        Report By
 CX1224  HISTORY     - 1979     MONUMENTED       NGS
 CX1224
 CX1224                          STATION DESCRIPTION
 CX1224
 CX1224'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CX1224'8.7 KM NW FROM DEMING.
 CX1224'0.2 KILOMETER (0.1 MILE) EAST ALONG SPRUCE STREET FROM THE POST OFFICE
 CX1224'IN DEMING, THENCE 8.5 KILOMETERS (5.3 MILES) NORTHWEST ALONG U.S.
 CX1224'HIGHWAY 180, 0.3 KILOMETER (0.2 MILE) NORTHWEST OF A DIRT ROAD
 CX1224'LEADING SOUTHWEST, 19.8 METERS (64.8 FEET) SOUTHWEST OF THE
 CX1224'CENTERLINE OF THE HIGHWAY, 9.7 METERS (31.7 FEET) SOUTH-SOUTHWEST OF
 CX1224'THE WEST STANCHION OF A HIGHWAY SIGN, 11.6 METERS (38.0 FEET)
 CX1224'SOUTHWEST OF MILEMARKER 160 AND 0.7 METERS (2.4 FEET) NORTHEAST OF A
 CX1224'FENCE.  NOTE= REFUSAL WAS REACHED AT 2.4 METERS (8.0 FEET).  ACCESS
 CX1224'TO DISK IS THROUGH A 4-INCH SCREW PLUG.
 CX1224'THE MARK IS 0.5 METERS  NNW FROM A WITNESS POST.
 CX1224'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1270 ***********************************************************************
 CX1270  DESIGNATION -  E 366
 CX1270  PID         -  CX1270
 CX1270  STATE/COUNTY-  NM/SIERRA
 CX1270  USGS QUAD   -  CABALLO (1980)
 CX1270
 CX1270                         *CURRENT SURVEY CONTROL
 CX1270  ___________________________________________________________________
 CX1270* NAD 83(1986)-  32 52 50.     (N)    107 18 01.     (W)     SCALED    
 CX1270* NAVD 88     -      1271.388  (meters)    4171.21   (feet)  ADJUSTED  
 CX1270  ___________________________________________________________________
 CX1270  GEOID HEIGHT-         -23.61  (meters)                     GEOID03
 CX1270  DYNAMIC HT  -        1269.515 (meters)    4165.07  (feet)  COMP
 CX1270  MODELED GRAV-     979,121.6   (mgal)                       NAVD 88
 CX1270
 CX1270  VERT ORDER  -  FIRST     CLASS II
 CX1270
 CX1270.The horizontal coordinates were scaled from a topographic map and have
 CX1270.an estimated accuracy of +/- 6 seconds.
 CX1270
 CX1270.The orthometric height was determined by differential leveling
 CX1270.and adjusted by the National Geodetic Survey in June 1991..
 CX1270
 CX1270.The geoid height was determined by GEOID03.
 CX1270
 CX1270.The dynamic height is computed by dividing the NAVD 88
 CX1270.geopotential number by the normal gravity value computed on the
 CX1270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX1270.degrees latitude (g = 980.6199 gals.).
 CX1270
 CX1270.The modeled gravity was interpolated from observed gravity values.
 CX1270
 CX1270;                    North         East    Units  Estimated Accuracy
 CX1270;SPC NM W     -   208,640.      879,880.      MT  (+/- 180 meters Scaled)
 CX1270
 CX1270                          SUPERSEDED SURVEY CONTROL
 CX1270
 CX1270.No superseded survey control is available for this station.
 CX1270
 CX1270_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBS848403(NAD 83)
 CX1270_MARKER: DB = BENCH MARK DISK
 CX1270_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CX1270_SP_SET: HEADWALL
 CX1270_STAMPING: E 366 1980
 CX1270_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX1270+STABILITY: SURFACE MOTION
 CX1270
 CX1270  HISTORY     - Date     Condition        Report By
 CX1270  HISTORY     - 1980     MONUMENTED       NGS
 CX1270
 CX1270                          STATION DESCRIPTION
 CX1270
 CX1270'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CX1270'7.3 KM SE FROM CABALLO.
 CX1270'9.2 KILOMETERS (5.7 MILES) SOUTH ALONG U.S. HIGHWAY 85 FROM THE
 CX1270'POST OFFICE IN CABALLO, THENCE 1.6 KILOMETERS (1.0 MILE)
 CX1270'SOUTHEASTERLY ALONG INTERSTATE HIGHWAY 25 TO A POWER LINE CROSSING
 CX1270'AND AN INTERSTATE INFORMATION SIGN (HATCH 18 LASCRUCES 55), IN
 CX1270'THE SOUTHEAST END OF THE SOUTHWEST HEADWALL OF A SMALL BRIDGE
 CX1270'BETWEEN THE POWERLINE CROSSING AND THE INFORMATION SIGN, 8.4 METERS
 CX1270'(27.6 FEET) SOUTHWEST OF THE CENTER LINE OF THE SOUTHBOUND LANES
 CX1270'OF THE HIGHWAY AND 0.4 METER (1.3 FEET) NORTHWEST OF THE SOUTHEAST
 CX1270'END OF THE HEADWALL.
 CX1270'THE MARK IS 0.2 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS1045 ***********************************************************************
 DS1045  DESIGNATION -  E 367
 DS1045  PID         -  DS1045
 DS1045  STATE/COUNTY-  NM/SOCORRO
 DS1045  USGS QUAD   -  FORT CRAIG (1980)
 DS1045
 DS1045                         *CURRENT SURVEY CONTROL
 DS1045  ___________________________________________________________________
 DS1045* NAD 83(1986)-  33 38 41.     (N)    107 06 39.     (W)     SCALED    
 DS1045* NAVD 88     -      1458.924  (meters)    4786.49   (feet)  ADJUSTED  
 DS1045  ___________________________________________________________________
 DS1045  GEOID HEIGHT-         -22.82  (meters)                     GEOID03
 DS1045  DYNAMIC HT  -        1456.792 (meters)    4779.49  (feet)  COMP
 DS1045  MODELED GRAV-     979,125.1   (mgal)                       NAVD 88
 DS1045
 DS1045  VERT ORDER  -  FIRST     CLASS II
 DS1045
 DS1045.The horizontal coordinates were scaled from a topographic map and have
 DS1045.an estimated accuracy of +/- 6 seconds.
 DS1045
 DS1045.The orthometric height was determined by differential leveling
 DS1045.and adjusted by the National Geodetic Survey in June 1991..
 DS1045
 DS1045.The geoid height was determined by GEOID03.
 DS1045
 DS1045.The dynamic height is computed by dividing the NAVD 88
 DS1045.geopotential number by the normal gravity value computed on the
 DS1045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS1045.degrees latitude (g = 980.6199 gals.).
 DS1045
 DS1045.The modeled gravity was interpolated from observed gravity values.
 DS1045
 DS1045;                    North         East    Units  Estimated Accuracy
 DS1045;SPC NM C     -   293,580.      420,150.      MT  (+/- 180 meters Scaled)
 DS1045
 DS1045                          SUPERSEDED SURVEY CONTROL
 DS1045
 DS1045.No superseded survey control is available for this station.
 DS1045
 DS1045_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT042247(NAD 83)
 DS1045_MARKER: DB = BENCH MARK DISK
 DS1045_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DS1045_SP_SET: MASSIVE BOX CULVERT
 DS1045_STAMPING: E 367 1980
 DS1045_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DS1045
 DS1045  HISTORY     - Date     Condition        Report By
 DS1045  HISTORY     - 1980     MONUMENTED       NGS
 DS1045
 DS1045                          STATION DESCRIPTION
 DS1045
 DS1045'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 DS1045'40.4 KM SW FROM SAN ANTONIO.
 DS1045'0.2 KILOMETER (0.1 MILE) EAST ALONG U.S. HIGHWAY 380 FROM THE POST
 DS1045'OFFICE IN SAN ANTONIO, THENCE 40.2 KILOMETERS (24.95 MILES) SOUTH
 DS1045'ALONG STATE HIGHWAY 1, IN TOP OF AND 2.5 METERS (8.1 FEET) SOUTHWEST
 DS1045'OF THE NORTHEAST END OF THE EAST HEADWALL OF A MASSIVE BOX CULVERT,
 DS1045'AND 9.4 METERS (30.8 FEET) SOUTHEAST OF THE CENTER LINE OF THE
 DS1045'HIGHWAY.
 DS1045'THE MARK IS 1.2 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS1013 ***********************************************************************
 DS1013  DESIGNATION -  E 368
 DS1013  PID         -  DS1013
 DS1013  STATE/COUNTY-  NM/SIERRA
 DS1013  USGS QUAD   -  HUERFANO HILL (1980)
 DS1013
 DS1013                         *CURRENT SURVEY CONTROL
 DS1013  ___________________________________________________________________
 DS1013* NAD 83(1986)-  33 19 08.     (N)    107 17 33.     (W)     SCALED    
 DS1013* NAVD 88     -      1484.120  (meters)    4869.15   (feet)  ADJUSTED  
 DS1013  ___________________________________________________________________
 DS1013  GEOID HEIGHT-         -23.10  (meters)                     GEOID03
 DS1013  DYNAMIC HT  -        1481.940 (meters)    4862.00  (feet)  COMP
 DS1013  MODELED GRAV-     979,117.1   (mgal)                       NAVD 88
 DS1013
 DS1013  VERT ORDER  -  FIRST     CLASS II
 DS1013
 DS1013.The horizontal coordinates were scaled from a topographic map and have
 DS1013.an estimated accuracy of +/- 6 seconds.
 DS1013
 DS1013.The orthometric height was determined by differential leveling
 DS1013.and adjusted by the National Geodetic Survey in June 1991..
 DS1013
 DS1013.The geoid height was determined by GEOID03.
 DS1013
 DS1013.The dynamic height is computed by dividing the NAVD 88
 DS1013.geopotential number by the normal gravity value computed on the
 DS1013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS1013.degrees latitude (g = 980.6199 gals.).
 DS1013
 DS1013.The modeled gravity was interpolated from observed gravity values.
 DS1013
 DS1013;                    North         East    Units  Estimated Accuracy
 DS1013;SPC NM W     -   257,250.      880,360.      MT  (+/- 180 meters Scaled)
 DS1013
 DS1013                          SUPERSEDED SURVEY CONTROL
 DS1013
 DS1013.No superseded survey control is available for this station.
 DS1013
 DS1013_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBS865889(NAD 83)
 DS1013_MARKER: DB = BENCH MARK DISK
 DS1013_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DS1013_SP_SET: STAINLESS STEEL ROD
 DS1013_STAMPING: E 368 1980
 DS1013_PROJECTION: FLUSH
 DS1013_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DS1013_ROD/PIPE-DEPTH: 6.7  meters
 DS1013
 DS1013  HISTORY     - Date     Condition        Report By
 DS1013  HISTORY     - 1980     MONUMENTED       NGS
 DS1013
 DS1013                          STATION DESCRIPTION
 DS1013
 DS1013'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 DS1013'18.4 KM NNW FROM TRUTH OR CONSEQUENCES.
 DS1013'14.8 KILOMETERS (9.2 MILES) NORTH AND NORTHWEST ALONG U.S. HIGHWAY 85
 DS1013'(DATE STREET) FROM THE SIERRA COUNTY COURTHOUSE IN TRUTH OR
 DS1013'CONSEQUENCES, THENCE 0.3 KILOMETER (0.2 MILE) EAST ALONG A PAVED
 DS1013'ROAD, THENCE 3.1 KILOMETERS (1.95 MILES) NORTH-NORTHWEST ALONG
 DS1013'INTERSTATE HIGHWAY 25, 1.0 KILOMETER (0.65 MILE) SOUTH-SOUTHEAST
 DS1013'OF EXIT 92, 0.1 KILOMETER (0.05 MILE) NORTH OF HIGHWAY MILE POST
 DS1013'91, 15.9 METERS (52.2 FEET) SOUTH-SOUTHWEST OF THE CENTER LINE OF
 DS1013'THE HIGHWAY, 1.8 METERS (6.0 FEET) WEST OF THE EAST SUPPORT LEG
 DS1013'OF A HIGHWAY INFORMATION SIGN.  NOTE=ACCESS TO THE DISK IS THROUGH
 DS1013'A 4-INCH SCREW PLUG.  REFUSAL WAS MET AT 6.7 METERS.
 DS1013'THE MARK IS 0.45 METERS  S FROM A WITNESS POST.
 DS1013'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS1003 ***********************************************************************
 DS1003  DESIGNATION -  E 369
 DS1003  PID         -  DS1003
 DS1003  STATE/COUNTY-  NM/SIERRA
 DS1003  USGS QUAD   -  CUCHILLO (1980)
 DS1003
 DS1003                         *CURRENT SURVEY CONTROL
 DS1003  ___________________________________________________________________
 DS1003* NAD 83(1986)-  33 13 01.     (N)    107 15 05.     (W)     SCALED    
 DS1003* NAVD 88     -      1429.853  (meters)    4691.11   (feet)  ADJUSTED  
 DS1003  ___________________________________________________________________
 DS1003  GEOID HEIGHT-         -23.22  (meters)                     GEOID03
 DS1003  DYNAMIC HT  -        1427.763 (meters)    4684.25  (feet)  COMP
 DS1003  MODELED GRAV-     979,125.4   (mgal)                       NAVD 88
 DS1003
 DS1003  VERT ORDER  -  FIRST     CLASS II
 DS1003
 DS1003.The horizontal coordinates were scaled from a topographic map and have
 DS1003.an estimated accuracy of +/- 6 seconds.
 DS1003
 DS1003.The orthometric height was determined by differential leveling
 DS1003.and adjusted by the National Geodetic Survey in June 1991..
 DS1003
 DS1003.The geoid height was determined by GEOID03.
 DS1003
 DS1003.The dynamic height is computed by dividing the NAVD 88
 DS1003.geopotential number by the normal gravity value computed on the
 DS1003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS1003.degrees latitude (g = 980.6199 gals.).
 DS1003
 DS1003.The modeled gravity was interpolated from observed gravity values.
 DS1003
 DS1003;                    North         East    Units  Estimated Accuracy
 DS1003;SPC NM W     -   245,970.      884,250.      MT  (+/- 180 meters Scaled)
 DS1003
 DS1003                          SUPERSEDED SURVEY CONTROL
 DS1003
 DS1003.No superseded survey control is available for this station.
 DS1003
 DS1003_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBS901775(NAD 83)
 DS1003_MARKER: DB = BENCH MARK DISK
 DS1003_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DS1003+WITH SETTING: INFORMATION.
 DS1003_SP_SET: SHALLOW SET METAL ROD
 DS1003_STAMPING: E 369 1980
 DS1003_PROJECTION: FLUSH
 DS1003_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DS1003_ROD/PIPE-DEPTH: 3.0  meters
 DS1003
 DS1003  HISTORY     - Date     Condition        Report By
 DS1003  HISTORY     - 1980     MONUMENTED       NGS
 DS1003
 DS1003                          STATION DESCRIPTION
 DS1003
 DS1003'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 DS1003'9.9 KM NNW FROM TRUTH OR CONSEQUENCES.
 DS1003'9.9 KILOMETERS (6.2 MILES) NORTH AND NORTHWEST ALONG U.S. HIGHWAY
 DS1003'85 (DATE STREET) FROM THE SIERRA COUNTY COURTHOUSE IN TRUTH OR
 DS1003'CONSEQUENCES, 0.5 KILOMETER (0.3 MILE) SOUTH OF THE JUNCTION OF
 DS1003'STATE HIGHWAY 52, 17.2 METERS (56.4 FEET) SOUTHWEST OF A BARBED
 DS1003'WIRE FENCE AND 14.2 METERS (46.4 FEET) NORTHEAST OF THE CENTER LINE
 DS1003'OF THE HIGHWAY.  NOTE=ACCESS TO THE DISK IS THROUGH A 4-INCH SCREW
 DS1003'PLUG.  REFUSAL WAS MET AT 3.0 METERS.
 DS1003'THE MARK IS 0.7 METERS  N FROM A WITNESS POST.
 DS1003'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0549 ***********************************************************************
 EQ0549  DESIGNATION -  E 370
 EQ0549  PID         -  EQ0549
 EQ0549  STATE/COUNTY-  NM/CATRON
 EQ0549  USGS QUAD   -  SUGARLOAF MOUNTAIN (1995)
 EQ0549
 EQ0549                         *CURRENT SURVEY CONTROL
 EQ0549  ___________________________________________________________________
 EQ0549* NAD 83(1986)-  34 07 03.     (N)    107 52 53.     (W)     SCALED    
 EQ0549* NAVD 88     -      2294.125  (meters)    7526.64   (feet)  ADJUSTED  
 EQ0549  ___________________________________________________________________
 EQ0549  GEOID HEIGHT-         -21.37  (meters)                     GEOID03
 EQ0549  DYNAMIC HT  -        2290.526 (meters)    7514.83  (feet)  COMP
 EQ0549  MODELED GRAV-     978,984.1   (mgal)                       NAVD 88
 EQ0549
 EQ0549  VERT ORDER  -  FIRST     CLASS II
 EQ0549
 EQ0549.The horizontal coordinates were scaled from a topographic map and have
 EQ0549.an estimated accuracy of +/- 6 seconds.
 EQ0549
 EQ0549.The orthometric height was determined by differential leveling
 EQ0549.and adjusted by the National Geodetic Survey in June 1991..
 EQ0549
 EQ0549.The geoid height was determined by GEOID03.
 EQ0549
 EQ0549.The dynamic height is computed by dividing the NAVD 88
 EQ0549.geopotential number by the normal gravity value computed on the
 EQ0549.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0549.degrees latitude (g = 980.6199 gals.).
 EQ0549
 EQ0549.The modeled gravity was interpolated from observed gravity values.
 EQ0549
 EQ0549;                    North         East    Units  Estimated Accuracy
 EQ0549;SPC NM W     -   345,690.      825,570.      MT  (+/- 180 meters Scaled)
 EQ0549
 EQ0549                          SUPERSEDED SURVEY CONTROL
 EQ0549
 EQ0549.No superseded survey control is available for this station.
 EQ0549
 EQ0549_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBT342789(NAD 83)
 EQ0549_MARKER: DB = BENCH MARK DISK
 EQ0549_SETTING: 66 = SET IN ROCK OUTCROP
 EQ0549_SP_SET: ROCK OUTCROP
 EQ0549_STAMPING: E 370 1980
 EQ0549_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EQ0549+STABILITY: POSITION/ELEVATION WELL
 EQ0549
 EQ0549  HISTORY     - Date     Condition        Report By
 EQ0549  HISTORY     - 1980     MONUMENTED       NGS
 EQ0549
 EQ0549                          STATION DESCRIPTION
 EQ0549
 EQ0549'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 EQ0549'5.1 KM SW FROM DATIL.
 EQ0549'5.1 KM (3.15 MI) SOUTHWEST ALONG STATE HIGHWAY 12 FROM THE
 EQ0549'POST OFFICE IN DATIL, 1.7 KM (1.05 MI) SOUTHWEST OF A DIRT
 EQ0549'ROAD LEADING NORTHWEST, 9.3 METERS (30.4 FT) SOUTHEAST OF THE
 EQ0549'CENTERLINE OF THE HIGHWAY, 6.6 METERS (21.6 FT) NORTHWEST OF A
 EQ0549'BARBED WIRE FENCE.  NOTE=DISK IS SET IN BEDROCK.
 EQ0549'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 EQ0549'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0607 ***********************************************************************
 DT0607  DESIGNATION -  E 372
 DT0607  PID         -  DT0607
 DT0607  STATE/COUNTY-  NM/CATRON
 DT0607  USGS QUAD   -  ARAGON (1965)
 DT0607
 DT0607                         *CURRENT SURVEY CONTROL
 DT0607  ___________________________________________________________________
 DT0607* NAD 83(1986)-  33 52 51.     (N)    108 32 23.     (W)     SCALED    
 DT0607* NAVD 88     -      2036.732  (meters)    6682.18   (feet)  ADJUSTED  
 DT0607  ___________________________________________________________________
 DT0607  GEOID HEIGHT-         -22.07  (meters)                     GEOID03
 DT0607  DYNAMIC HT  -        2033.566 (meters)    6671.79  (feet)  COMP
 DT0607  MODELED GRAV-     979,009.3   (mgal)                       NAVD 88
 DT0607
 DT0607  VERT ORDER  -  FIRST     CLASS II
 DT0607
 DT0607.The horizontal coordinates were scaled from a topographic map and have
 DT0607.an estimated accuracy of +/- 6 seconds.
 DT0607
 DT0607.The orthometric height was determined by differential leveling
 DT0607.and adjusted by the National Geodetic Survey in June 1991..
 DT0607
 DT0607.The geoid height was determined by GEOID03.
 DT0607
 DT0607.The dynamic height is computed by dividing the NAVD 88
 DT0607.geopotential number by the normal gravity value computed on the
 DT0607.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0607.degrees latitude (g = 980.6199 gals.).
 DT0607
 DT0607.The modeled gravity was interpolated from observed gravity values.
 DT0607
 DT0607;                    North         East    Units  Estimated Accuracy
 DT0607;SPC NM W     -   319,670.      764,650.      MT  (+/- 180 meters Scaled)
 DT0607
 DT0607                          SUPERSEDED SURVEY CONTROL
 DT0607
 DT0607.No superseded survey control is available for this station.
 DT0607
 DT0607_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYC275516(NAD 83)
 DT0607_MARKER: DB = BENCH MARK DISK
 DT0607_SETTING: 66 = SET IN ROCK OUTCROP
 DT0607_SP_SET: ROCK OUTCROP
 DT0607_STAMPING: E 372 1980
 DT0607_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DT0607+STABILITY: POSITION/ELEVATION WELL
 DT0607
 DT0607  HISTORY     - Date     Condition        Report By
 DT0607  HISTORY     - 1980     MONUMENTED       NGS
 DT0607
 DT0607                          STATION DESCRIPTION
 DT0607
 DT0607'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 DT0607'0.2 KM SW FROM ARAGON.
 DT0607'0.2 KM (0.15 MI) SOUTHWEST ALONG STATE HIGHWAY 12 FROM
 DT0607'THE POST OFFICE IN ARAGON, 0.1 KM (0.05 MI) NORTHEAST
 DT0607'OF MILE POST NUMBER 26, IN A ROCK OUTCROP, 19.7 METERS (64.6 FT)
 DT0607'NORTH-NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 38.5 METERS
 DT0607'(126.4 FT) EAST OF A POWERLINE POLE WITH A GUYWIRE, 49.3 METERS
 DT0607'(161.8 FT) WEST OF THE CENTER OF A DIRT DRIVEWAY LEADING NORTHEAST
 DT0607'AND 29.4 METERS (96.6 FT) EAST OF A FENCE CORNER.
 DT0607'THE MARK IS 0.5 METERS  SW FROM A WITNESS POST.
 DT0607'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0585 ***********************************************************************
 DT0585  DESIGNATION -  E 373
 DT0585  PID         -  DT0585
 DT0585  STATE/COUNTY-  NM/CATRON
 DT0585  USGS QUAD   -  BELL PEAK (1981)
 DT0585
 DT0585                         *CURRENT SURVEY CONTROL
 DT0585  ___________________________________________________________________
 DT0585* NAD 83(1986)-  33 54 58.     (N)    108 16 42.     (W)     SCALED    
 DT0585* NAVD 88     -      2174.116  (meters)    7132.91   (feet)  ADJUSTED  
 DT0585  ___________________________________________________________________
 DT0585  GEOID HEIGHT-         -21.86  (meters)                     GEOID03
 DT0585  DYNAMIC HT  -        2170.694 (meters)    7121.69  (feet)  COMP
 DT0585  MODELED GRAV-     978,983.9   (mgal)                       NAVD 88
 DT0585
 DT0585  VERT ORDER  -  FIRST     CLASS II
 DT0585
 DT0585.The horizontal coordinates were scaled from a topographic map and have
 DT0585.an estimated accuracy of +/- 6 seconds.
 DT0585
 DT0585.The orthometric height was determined by differential leveling
 DT0585.and adjusted by the National Geodetic Survey in June 1991..
 DT0585
 DT0585.The geoid height was determined by GEOID03.
 DT0585
 DT0585.The dynamic height is computed by dividing the NAVD 88
 DT0585.geopotential number by the normal gravity value computed on the
 DT0585.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0585.degrees latitude (g = 980.6199 gals.).
 DT0585
 DT0585.The modeled gravity was interpolated from observed gravity values.
 DT0585
 DT0585;                    North         East    Units  Estimated Accuracy
 DT0585;SPC NM W     -   323,440.      788,850.      MT  (+/- 180 meters Scaled)
 DT0585
 DT0585                          SUPERSEDED SURVEY CONTROL
 DT0585
 DT0585.No superseded survey control is available for this station.
 DT0585
 DT0585_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYC516561(NAD 83)
 DT0585_MARKER: DB = BENCH MARK DISK
 DT0585_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DT0585_SP_SET: STAINLESS STEEL ROD
 DT0585_STAMPING: E 373 1980
 DT0585_PROJECTION: FLUSH
 DT0585_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DT0585_ROD/PIPE-DEPTH: 4.6  meters
 DT0585
 DT0585  HISTORY     - Date     Condition        Report By
 DT0585  HISTORY     - 1980     MONUMENTED       NGS
 DT0585
 DT0585                          STATION DESCRIPTION
 DT0585
 DT0585'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 DT0585'27.4 KM NE FROM ARAGON.
 DT0585'27.4 KM (17.00 MI) NORTHEAST ALONG STATE HIGHWAY 12 FROM
 DT0585'THE POST OFFICE IN ARAGON, 0.4 KM (0.25 MI) EAST OF MILE POST
 DT0585'43, 4.7 KM (2.9 MI) EAST OF COUNTY ROAD 214 LEADING NORTH,
 DT0585'37.5 METERS (123.0 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY, 1.3
 DT0585'METERS (4.3 FT) SOUTH OF POWER POLE NUMBER 369 AND 0.4 METER (1.0
 DT0585'FT) SOUTH OF A FENCE.  NOTE=REFUSAL WAS REACHED AT 4.6 METERS
 DT0585'(15.0 FT).  ACCESS TO THE DISK IS THROUGH A 4-INCH SCREW PLUG.
 DT0585'THE MARK IS 0.6 METERS  W FROM A WITNESS POST.
 DT0585'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0494 ***********************************************************************
 DT0494  DESIGNATION -  E 374
 DT0494  PID         -  DT0494
 DT0494  STATE/COUNTY-  NM/CATRON
 DT0494  USGS QUAD   -  LUNA (1965)
 DT0494
 DT0494                         *CURRENT SURVEY CONTROL
 DT0494  ___________________________________________________________________
 DT0494* NAD 83(1986)-  33 45 35.     (N)    108 57 33.     (W)     SCALED    
 DT0494* NAVD 88     -      2254.899  (meters)    7397.95   (feet)  ADJUSTED  
 DT0494  ___________________________________________________________________
 DT0494  GEOID HEIGHT-         -22.58  (meters)                     GEOID03
 DT0494  DYNAMIC HT  -        2251.269 (meters)    7386.04  (feet)  COMP
 DT0494  MODELED GRAV-     978,945.8   (mgal)                       NAVD 88
 DT0494
 DT0494  VERT ORDER  -  FIRST     CLASS II
 DT0494
 DT0494.The horizontal coordinates were scaled from a topographic map and have
 DT0494.an estimated accuracy of +/- 6 seconds.
 DT0494
 DT0494.The orthometric height was determined by differential leveling
 DT0494.and adjusted by the National Geodetic Survey in June 1991..
 DT0494
 DT0494.The geoid height was determined by GEOID03.
 DT0494
 DT0494.The dynamic height is computed by dividing the NAVD 88
 DT0494.geopotential number by the normal gravity value computed on the
 DT0494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0494.degrees latitude (g = 980.6199 gals.).
 DT0494
 DT0494.The modeled gravity was interpolated from observed gravity values.
 DT0494
 DT0494;                    North         East    Units  Estimated Accuracy
 DT0494;SPC NM W     -   306,580.      725,700.      MT  (+/- 180 meters Scaled)
 DT0494
 DT0494                          SUPERSEDED SURVEY CONTROL
 DT0494
 DT0494.No superseded survey control is available for this station.
 DT0494
 DT0494_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC890373(NAD 83)
 DT0494_MARKER: DB = BENCH MARK DISK
 DT0494_SETTING: 66 = SET IN ROCK OUTCROP
 DT0494_SP_SET: ROCK OUTCROP
 DT0494_STAMPING: E 374 1980
 DT0494_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DT0494
 DT0494  HISTORY     - Date     Condition        Report By
 DT0494  HISTORY     - 1980     MONUMENTED       NGS
 DT0494  HISTORY     - 20050729 MARK NOT FOUND   USPSQD
 DT0494
 DT0494                          STATION DESCRIPTION
 DT0494
 DT0494'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 DT0494'6.9 KM SE FROM LUNA.
 DT0494'6.9 KM (4.3 MI) SOUTHEAST ALONG U.S. HIGHWAY 180 FROM
 DT0494'THE POST OFFICE IN LUNA, 0.1 KM (0.05 MI) SOUTHEAST OF
 DT0494'MILE POST 12, AND 7.7 METERS (25.3 FT) EAST OF THE CENTERLINE OF
 DT0494'THE HIGHWAY.
 DT0494'THE MARK IS 0.8 METERS  NE FROM A WITNESS POST.
 DT0494'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
 DT0494
 DT0494                          STATION RECOVERY (2005)
 DT0494
 DT0494'RECOVERY NOTE BY US POWER SQUADRON 2005 (CP)
 DT0494' 
 DT0494'MARK NOT FOUND.
 DT0494' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0593 ***********************************************************************
 FM0593  DESIGNATION -  E 38
 FM0593  PID         -  FM0593
 FM0593  STATE/COUNTY-  NM/QUAY
 FM0593  USGS QUAD   -  LOGAN NE (1989)
 FM0593
 FM0593                         *CURRENT SURVEY CONTROL
 FM0593  ___________________________________________________________________
 FM0593* NAD 83(1986)-  35 25 07.     (N)    103 21 06.     (W)     SCALED    
 FM0593* NAVD 88     -      1194.378  (meters)    3918.56   (feet)  ADJUSTED  
 FM0593  ___________________________________________________________________
 FM0593  GEOID HEIGHT-         -23.16  (meters)                     GEOID03
 FM0593  DYNAMIC HT  -        1192.947 (meters)    3913.86  (feet)  COMP
 FM0593  MODELED GRAV-     979,394.7   (mgal)                       NAVD 88
 FM0593
 FM0593  VERT ORDER  -  FIRST     CLASS II
 FM0593
 FM0593.The horizontal coordinates were scaled from a topographic map and have
 FM0593.an estimated accuracy of +/- 6 seconds.
 FM0593
 FM0593.The orthometric height was determined by differential leveling
 FM0593.and adjusted by the National Geodetic Survey in June 1991..
 FM0593
 FM0593.The geoid height was determined by GEOID03.
 FM0593
 FM0593.The dynamic height is computed by dividing the NAVD 88
 FM0593.geopotential number by the normal gravity value computed on the
 FM0593.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0593.degrees latitude (g = 980.6199 gals.).
 FM0593
 FM0593.The modeled gravity was interpolated from observed gravity values.
 FM0593
 FM0593;                    North         East    Units  Estimated Accuracy
 FM0593;SPC NM E     -   490,460.      254,150.      MT  (+/- 180 meters Scaled)
 FM0593
 FM0593                          SUPERSEDED SURVEY CONTROL
 FM0593
 FM0593  NGVD 29 (??/??/92) 1193.814  (m)         3916.70   (f) ADJ UNCH    1 2
 FM0593
 FM0593.Superseded values are not recommended for survey control.
 FM0593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0593.See file dsdata.txt to determine how the superseded data were derived.
 FM0593
 FM0593_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFV496207(NAD 83)
 FM0593_MARKER: DB = BENCH MARK DISK
 FM0593_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0593_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0593_STAMPING: E 38 1933
 FM0593_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0593+STABILITY: SURFACE MOTION
 FM0593
 FM0593  HISTORY     - Date     Condition        Report By
 FM0593  HISTORY     - 1933     MONUMENTED       CGS
 FM0593  HISTORY     - 1962     GOOD             NGS
 FM0593
 FM0593                          STATION DESCRIPTION
 FM0593
 FM0593'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 FM0593'5.05 MI NE FROM LOGAN.
 FM0593'ABOUT 0.3 MILE NORTH ALONG U.S. HIGHWAY 54 AND STATE ROUTE 18 FROM
 FM0593'LOGAN, THENCE FROM JUNCTION OF U.S. HIGHWAY 54 AND STATE ROUTES 18 AND
 FM0593'39, GO NORTHEAST ON U.S. HIGHWAY 54 AND STATE ROUTE 18 FOR 4.75 MILES,
 FM0593'ABOUT 150 YARDS NORTH OF A METAL RAILROAD SWITCH BOX, 70 YARDS WEST OF
 FM0593'THE CENTERLINE OF U.S. HIGHWAY 54, 20 FEET EAST OF THE CENTER OF THE
 FM0593'CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD, AND 1 FOOT SOUTH OF A METAL
 FM0593'WITNESS POST.  A STANDARD DISK SET IN A SQUARE CONCRETE POST WHICH
 FM0593'PROJECTS 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0151 ***********************************************************************
 DT0151  DESIGNATION -  E 39
 DT0151  PID         -  DT0151
 DT0151  STATE/COUNTY-  NM/CATRON
 DT0151  USGS QUAD   -  SALIZ PASS (1963)
 DT0151
 DT0151                         *CURRENT SURVEY CONTROL
 DT0151  ___________________________________________________________________
 DT0151* NAD 83(1986)-  33 36 11.     (N)    108 53 35.     (W)     SCALED    
 DT0151* NAVD 88     -      1798.279  (meters)    5899.85   (feet)  ADJUSTED  
 DT0151  ___________________________________________________________________
 DT0151  GEOID HEIGHT-         -23.10  (meters)                     GEOID03
 DT0151  DYNAMIC HT  -        1795.533 (meters)    5890.84  (feet)  COMP
 DT0151  MODELED GRAV-     979,046.2   (mgal)                       NAVD 88
 DT0151
 DT0151  VERT ORDER  -  FIRST     CLASS II
 DT0151
 DT0151.The horizontal coordinates were scaled from a topographic map and have
 DT0151.an estimated accuracy of +/- 6 seconds.
 DT0151
 DT0151.The orthometric height was determined by differential leveling
 DT0151.and adjusted by the National Geodetic Survey in June 1991..
 DT0151
 DT0151.The geoid height was determined by GEOID03.
 DT0151
 DT0151.The dynamic height is computed by dividing the NAVD 88
 DT0151.geopotential number by the normal gravity value computed on the
 DT0151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0151.degrees latitude (g = 980.6199 gals.).
 DT0151
 DT0151.The modeled gravity was interpolated from observed gravity values.
 DT0151
 DT0151;                    North         East    Units  Estimated Accuracy
 DT0151;SPC NM W     -   289,140.      731,650.      MT  (+/- 180 meters Scaled)
 DT0151
 DT0151                          SUPERSEDED SURVEY CONTROL
 DT0151
 DT0151  NGVD 29 (??/??/92) 1797.418  (m)         5897.03   (f) ADJ UNCH    1 2
 DT0151
 DT0151.Superseded values are not recommended for survey control.
 DT0151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0151.See file dsdata.txt to determine how the superseded data were derived.
 DT0151
 DT0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC954201(NAD 83)
 DT0151_MARKER: DB = BENCH MARK DISK
 DT0151_SETTING: 80 = SET IN A BOULDER
 DT0151_SP_SET: BOULDER
 DT0151_STAMPING: E 39 1934
 DT0151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DT0151+STABILITY: SURFACE MOTION
 DT0151
 DT0151  HISTORY     - Date     Condition        Report By
 DT0151  HISTORY     - 1934     MONUMENTED       CGS
 DT0151  HISTORY     - 1980     GOOD             NGS
 DT0151
 DT0151                          STATION DESCRIPTION
 DT0151
 DT0151'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DT0151'7.5 MI SW FROM RESERVE.
 DT0151'ABOUT 7.5 MILES SOUTHWEST ALONG STATE HIGHWAY 12 FROM THE POST OFFICE
 DT0151'AT RESERVE, CATRON COUNTY, THENCE ABOUT 7.4 MILES SOUTH ALONG U.S.
 DT0151'HIGHWAY 260, 72 FEET WEST OF A CULVERT BENEATH A HIGH FILL, ON THE
 DT0151'WEST SIDE OF A GULCH, ABOUT 40 FEET NORTH OF THE CENTER LINE OF THE
 DT0151'HIGHWAY, IN THE TOP OF A 5- BY 9-FOOT BOULDER, AND 4 FEET ABOVE THE
 DT0151'GROUND.  A STANDARD DISK, STAMPED E 39 1934.
 DT0151
 DT0151                          STATION RECOVERY (1980)
 DT0151
 DT0151'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DT0151'MARK RECOVERED IN GOOD CONDITION.  DUE TO CHANGES IN ROUTE, A NEW
 DT0151'DESCRIPTION FOLLOWS.  0.2 KILOMETER (0.1 MILE) NORTH ALONG STATE
 DT0151'HIGHWAY 435 FROM THE CATRON COUNTY COURTHOUSE IN RESERVE, THENCE 11.3
 DT0151'KILOMETERS (7.0 MILES) WEST-SOUTHWEST ALONG STATE HIGHWAY 12, THENCE
 DT0151'11.5 KILOMETERS (7.1 MILES) SOUTH-SOUTHWEST ALONG U.S. HIGHWAY 180,
 DT0151'0.2 KILOMETER (0.1 MILE) NORTHEAST OF A POWER LINE CROSSING, 0.2
 DT0151'KILOMETER (0.1 MILE) WEST OF HIGHWAY MILEMARKER 25, IN THE EAST
 DT0151'SIDE OF 5 X 9-FT BOULDER IN THE MIDDLE OF A LARGE CEDAR TREE, ON THE
 DT0151'WEST SIDE OF A GULCH , 21.9 METERS (72.0 FEET) WEST OF THE WEST END
 DT0151'OF A 24-INCH PIPE CULVERT AND 12.2 METERS (40.0 FEET) NORTH OF THE
 DT0151'CENTERLINE OF THE HIGHWAY.
 DT0151'THE MARK IS 2.3 METERS  N FROM A WITNESS POST.
 DT0151'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0630 ***********************************************************************
 CY0630  DESIGNATION -  E 398
 CY0630  PID         -  CY0630
 CY0630  STATE/COUNTY-  NM/LUNA
 CY0630  USGS QUAD   -  GAGE (1976)
 CY0630
 CY0630                         *CURRENT SURVEY CONTROL
 CY0630  ___________________________________________________________________
 CY0630* NAD 83(1986)-  32 14 06.     (N)    108 03 04.     (W)     SCALED    
 CY0630* NAVD 88     -      1362.452  (meters)    4469.98   (feet)  ADJUSTED  
 CY0630  ___________________________________________________________________
 CY0630  GEOID HEIGHT-         -24.60  (meters)                     GEOID03
 CY0630  DYNAMIC HT  -        1360.407 (meters)    4463.27  (feet)  COMP
 CY0630  MODELED GRAV-     979,090.2   (mgal)                       NAVD 88
 CY0630
 CY0630  VERT ORDER  -  FIRST     CLASS II
 CY0630
 CY0630.The horizontal coordinates were scaled from a topographic map and have
 CY0630.an estimated accuracy of +/- 6 seconds.
 CY0630
 CY0630.The orthometric height was determined by differential leveling
 CY0630.and adjusted by the National Geodetic Survey in June 1991..
 CY0630
 CY0630.The geoid height was determined by GEOID03.
 CY0630
 CY0630.The dynamic height is computed by dividing the NAVD 88
 CY0630.geopotential number by the normal gravity value computed on the
 CY0630.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0630.degrees latitude (g = 980.6199 gals.).
 CY0630
 CY0630.The modeled gravity was interpolated from observed gravity values.
 CY0630
 CY0630;                    North         East    Units  Estimated Accuracy
 CY0630;SPC NM W     -   136,950.      809,480.      MT  (+/- 180 meters Scaled)
 CY0630
 CY0630                          SUPERSEDED SURVEY CONTROL
 CY0630
 CY0630.No superseded survey control is available for this station.
 CY0630
 CY0630_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYA778703(NAD 83)
 CY0630_MARKER: DB = BENCH MARK DISK
 CY0630_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CY0630_SP_SET: STAINLESS STEEL ROD
 CY0630_STAMPING: E 398 1980
 CY0630_PROJECTION: FLUSH
 CY0630_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CY0630_ROD/PIPE-DEPTH: 4.5  meters
 CY0630
 CY0630  HISTORY     - Date     Condition        Report By
 CY0630  HISTORY     - 1980     MONUMENTED       NGS
 CY0630
 CY0630                          STATION DESCRIPTION
 CY0630
 CY0630'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CY0630'27.9 KM WEST FROM DEMING.
 CY0630'27.9 KILOMETERS (17.35 MILES) WEST ALONG THE SOUTHERN PACIFIC RAILROAD
 CY0630'FROM ITS STATION IN DEMING, 0.25 KILOMETER (0.15 MILE) WEST OF
 CY0630'INTERSTATE HIGHWAY 10 MILE POST 65, AT THE SIXTH TELEGRAPH POLE
 CY0630'(0.3 KILOMETER - 0.2 MILE) WEST OF RAILROAD MILE POST 1191, 9.2
 CY0630'METERS (30.2 FEET) SOUTH OF THE SOUTH RAIL, 5.5 METERS (18 FEET)
 CY0630'NORTH OF THE CENTERLINE OF THE RAILROAD MAINTENANCE ROAD AND 1.4
 CY0630'METERS (4.5 FEET) EAST OF THE POLE.
 CY0630'THE MARK IS 0.5 METERS  W FROM A WITNESS POST.
 CY0630'THE MARK IS 0.5 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0098 ***********************************************************************
 EP0098  DESIGNATION -  E 4
 EP0098  PID         -  EP0098
 EP0098  STATE/COUNTY-  NM/DE BACA
 EP0098  USGS QUAD   -  YESO (1966)
 EP0098
 EP0098                         *CURRENT SURVEY CONTROL
 EP0098  ___________________________________________________________________
 EP0098* NAD 83(1986)-  34 26 13.     (N)    104 36 43.     (W)     SCALED    
 EP0098* NAVD 88     -      1455.856  (meters)    4776.42   (feet)  POSTED    
 EP0098  ___________________________________________________________________
 EP0098  GEOID HEIGHT-         -23.08  (meters)                     GEOID03
 EP0098  DYNAMIC HT  -        1453.880 (meters)    4769.94  (feet)  COMP
 EP0098  MODELED GRAV-     979,225.2   (mgal)                       NAVD 88
 EP0098
 EP0098  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EP0098
 EP0098.The horizontal coordinates were scaled from a topographic map and have
 EP0098.an estimated accuracy of +/- 6 seconds.
 EP0098
 EP0098.The orthometric height was determined by differential leveling
 EP0098.and adjusted by the National Geodetic Survey in 1992..
 EP0098.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EP0098.rate of 0.0 thru 1.0 mm/km.
 EP0098
 EP0098.The geoid height was determined by GEOID03.
 EP0098
 EP0098.The dynamic height is computed by dividing the NAVD 88
 EP0098.geopotential number by the normal gravity value computed on the
 EP0098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EP0098.degrees latitude (g = 980.6199 gals.).
 EP0098
 EP0098.The modeled gravity was interpolated from observed gravity values.
 EP0098
 EP0098;                    North         East    Units  Estimated Accuracy
 EP0098;SPC NM E     -   381,160.      139,400.      MT  (+/- 180 meters Scaled)
 EP0098
 EP0098                          SUPERSEDED SURVEY CONTROL
 EP0098
 EP0098.No superseded survey control is available for this station.
 EP0098
 EP0098_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEU356106(NAD 83)
 EP0098_MARKER: Z = SEE DESCRIPTION
 EP0098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EP0098_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EP0098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EP0098+STABILITY: SURFACE MOTION
 EP0098
 EP0098  HISTORY     - Date     Condition        Report By
 EP0098  HISTORY     - UNK      MONUMENTED       CGS
 EP0098  HISTORY     - 1958     MARK NOT FOUND   NGS
 EP0098
 EP0098                          STATION DESCRIPTION
 EP0098
 EP0098'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 EP0098'IN YESO.
 EP0098'AT YESO, DE BACA COUNTY, ABOUT 110 YARDS WEST OF THE ATCHISON, TOPEKA
 EP0098'AND SANTA FE RAILWAY STATION, JUST EAST OF A PRIVATE ROAD CROSSING,
 EP0098'ABOUT 149 FEET NORTH OF THE CENTER LINE OF THE MAIN TRACK, AND 2 FEET
 EP0098'FROM THE FENCE.  THE BOTTOM OF A SQUARE HOLE, IN THE TOP OF A STONE
 EP0098'POST LETTED USBM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0007 ***********************************************************************
 DT0007  DESIGNATION -  E 40
 DT0007  PID         -  DT0007
 DT0007  STATE/COUNTY-  NM/CATRON
 DT0007  USGS QUAD   -  BELL PEAK (1981)
 DT0007
 DT0007                         *CURRENT SURVEY CONTROL
 DT0007  ___________________________________________________________________
 DT0007* NAD 83(1986)-  33 54 48.     (N)    108 19 10.     (W)     SCALED    
 DT0007* NAVD 88     -      2124.329  (meters)    6969.57   (feet)  POSTED    
 DT0007  ___________________________________________________________________
 DT0007  GEOID HEIGHT-         -21.86  (meters)                     GEOID03
 DT0007  DYNAMIC HT  -        2120.990 (meters)    6958.61  (feet)  COMP
 DT0007  MODELED GRAV-     978,989.1   (mgal)                       NAVD 88
 DT0007
 DT0007  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 DT0007
 DT0007.The horizontal coordinates were scaled from a topographic map and have
 DT0007.an estimated accuracy of +/- 6 seconds.
 DT0007
 DT0007.The orthometric height was determined by differential leveling
 DT0007.and adjusted by the National Geodetic Survey in 1992..
 DT0007.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 DT0007.rate of 1.1 thru 2.0 mm/km.
 DT0007
 DT0007.The geoid height was determined by GEOID03.
 DT0007
 DT0007.The dynamic height is computed by dividing the NAVD 88
 DT0007.geopotential number by the normal gravity value computed on the
 DT0007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0007.degrees latitude (g = 980.6199 gals.).
 DT0007
 DT0007.The modeled gravity was interpolated from observed gravity values.
 DT0007
 DT0007;                    North         East    Units  Estimated Accuracy
 DT0007;SPC NM W     -   323,150.      785,050.      MT  (+/- 180 meters Scaled)
 DT0007
 DT0007                          SUPERSEDED SURVEY CONTROL
 DT0007
 DT0007  NGVD 29 (??/??/92) 2123.382  (m)         6966.46   (f) ADJ UNCH    1 2
 DT0007
 DT0007.Superseded values are not recommended for survey control.
 DT0007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0007.See file dsdata.txt to determine how the superseded data were derived.
 DT0007
 DT0007_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYC478557(NAD 83)
 DT0007_MARKER: DB = BENCH MARK DISK
 DT0007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DT0007_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DT0007_STAMPING: E 40 1934
 DT0007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DT0007+STABILITY: SURFACE MOTION
 DT0007
 DT0007  HISTORY     - Date     Condition        Report By
 DT0007  HISTORY     - 1934     MONUMENTED       CGS
 DT0007  HISTORY     - 1975     GOOD             USGS
 DT0007  HISTORY     - 1980     MARK NOT FOUND   NGS
 DT0007
 DT0007                          STATION DESCRIPTION
 DT0007
 DT0007'DESCRIBED BY US GEOLOGICAL SURVEY 1975
 DT0007'5.4 MI W FROM HORSE SPRINGS.
 DT0007'ABOUT 5.4 MI WEST OF HORSE SPRINGS ALONG HWY 12, THENCE 0.1 MI SOUTH
 DT0007'ON RD TO JCT OF OLD RD, IN SE 1/4 SEC 32, T 4 S, R14 W, 56 FT SOUTH
 DT0007'AND 40 FT EAST OF OLD RD JCT.  A STANDARD CAP, SET IN CONCRETE POST,
 DT0007'STAMPED E 40 1934.
 DT0007
 DT0007                          STATION RECOVERY (1980)
 DT0007
 DT0007'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DT0007'A THOROUGH SEARCH OF THE AREA REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0656 ***********************************************************************
 CY0656  DESIGNATION -  E 400
 CY0656  PID         -  CY0656
 CY0656  STATE/COUNTY-  NM/HIDALGO
 CY0656  USGS QUAD   -  LORDSBURG (1980)
 CY0656
 CY0656                         *CURRENT SURVEY CONTROL
 CY0656  ___________________________________________________________________
 CY0656* NAD 83(1986)-  32 21 02.     (N)    108 42 35.     (W)     SCALED    
 CY0656* NAVD 88     -      1296.072  (meters)    4252.20   (feet)  ADJUSTED  
 CY0656  ___________________________________________________________________
 CY0656  GEOID HEIGHT-         -25.48  (meters)                     GEOID03
 CY0656  DYNAMIC HT  -        1294.146 (meters)    4245.88  (feet)  COMP
 CY0656  MODELED GRAV-     979,108.1   (mgal)                       NAVD 88
 CY0656
 CY0656  VERT ORDER  -  FIRST     CLASS II
 CY0656
 CY0656.The horizontal coordinates were scaled from a topographic map and have
 CY0656.an estimated accuracy of +/- 6 seconds.
 CY0656
 CY0656.The orthometric height was determined by differential leveling
 CY0656.and adjusted by the National Geodetic Survey in June 1991..
 CY0656
 CY0656.The geoid height was determined by GEOID03.
 CY0656
 CY0656.The dynamic height is computed by dividing the NAVD 88
 CY0656.geopotential number by the normal gravity value computed on the
 CY0656.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0656.degrees latitude (g = 980.6199 gals.).
 CY0656
 CY0656.The modeled gravity was interpolated from observed gravity values.
 CY0656
 CY0656;                    North         East    Units  Estimated Accuracy
 CY0656;SPC NM W     -   150,080.      747,510.      MT  (+/- 180 meters Scaled)
 CY0656
 CY0656                          SUPERSEDED SURVEY CONTROL
 CY0656
 CY0656.No superseded survey control is available for this station.
 CY0656
 CY0656_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYA155815(NAD 83)
 CY0656_MARKER: DB = BENCH MARK DISK
 CY0656_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CY0656_SP_SET: ABUTMENT
 CY0656_STAMPING: E 400 1979
 CY0656_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CY0656
 CY0656  HISTORY     - Date     Condition        Report By
 CY0656  HISTORY     - 1979     MONUMENTED       NGS
 CY0656
 CY0656                          STATION DESCRIPTION
 CY0656
 CY0656'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CY0656'IN LORDSBURG.
 CY0656'IN LORDSBURG, SET IN TOP OF THE NORTH END OF THE WEST ABUTMENT OF
 CY0656'THE BUSINESS HIGHWAY 10 OVERPASS OVER U. S. HIGHWAY 70, 0.2 KILOMETER
 CY0656'(0.1 MILE) WEST OF THE RAILROAD STATION, 7.5 METERS (25 FEET) NORTH
 CY0656'OF THE CENTER MEDIAN AND 0.3 METER (1 FOOT) SOUTH OF A METAL GUARD
 CY0656'RAIL.
 CY0656'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0596 ***********************************************************************
 EQ0596  DESIGNATION -  E 403
 EQ0596  PID         -  EQ0596
 EQ0596  STATE/COUNTY-  NM/SOCORRO
 EQ0596  USGS QUAD   -  BLACK BUTTE (1979)
 EQ0596
 EQ0596                         *CURRENT SURVEY CONTROL
 EQ0596  ___________________________________________________________________
 EQ0596* NAD 83(1986)-  34 25 12.     (N)    106 44 58.     (W)     SCALED    
 EQ0596* NAVD 88     -      1521.511  (meters)    4991.82   (feet)  ADJUSTED  
 EQ0596  ___________________________________________________________________
 EQ0596  GEOID HEIGHT-         -21.66  (meters)                     GEOID03
 EQ0596  DYNAMIC HT  -        1519.388 (meters)    4984.86  (feet)  COMP
 EQ0596  MODELED GRAV-     979,186.7   (mgal)                       NAVD 88
 EQ0596
 EQ0596  VERT ORDER  -  FIRST     CLASS II
 EQ0596
 EQ0596.The horizontal coordinates were scaled from a topographic map and have
 EQ0596.an estimated accuracy of +/- 6 seconds.
 EQ0596
 EQ0596.The orthometric height was determined by differential leveling
 EQ0596.and adjusted by the National Geodetic Survey in June 1991..
 EQ0596
 EQ0596.The geoid height was determined by GEOID03.
 EQ0596
 EQ0596.The dynamic height is computed by dividing the NAVD 88
 EQ0596.geopotential number by the normal gravity value computed on the
 EQ0596.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0596.degrees latitude (g = 980.6199 gals.).
 EQ0596
 EQ0596.The modeled gravity was interpolated from observed gravity values.
 EQ0596
 EQ0596;                    North         East    Units  Estimated Accuracy
 EQ0596;SPC NM C     -   379,350.      454,090.      MT  (+/- 180 meters Scaled)
 EQ0596
 EQ0596                          SUPERSEDED SURVEY CONTROL
 EQ0596
 EQ0596.No superseded survey control is available for this station.
 EQ0596
 EQ0596_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU392101(NAD 83)
 EQ0596_MARKER: I = METAL ROD
 EQ0596_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EQ0596_SP_SET: STAINLESS STEEL ROD
 EQ0596_STAMPING: E 403 1980
 EQ0596_MARK LOGO: NGS   
 EQ0596_PROJECTION: FLUSH
 EQ0596_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EQ0596_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EQ0596+SATELLITE: SATELLITE OBSERVATIONS - March 12, 2005
 EQ0596_ROD/PIPE-DEPTH: 8.5  meters
 EQ0596
 EQ0596  HISTORY     - Date     Condition        Report By
 EQ0596  HISTORY     - 1980     MONUMENTED       NGS
 EQ0596  HISTORY     - 20050312 GOOD             GEOCAC
 EQ0596
 EQ0596                          STATION DESCRIPTION
 EQ0596
 EQ0596'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 EQ0596'8.3 KM (5.15 MI) EAST FROM BERNARDO.
 EQ0596'8.3 KM (5.15 MI) EASTERLY ALONG U.S. HIGHWAY 60 FROM ITS JUNCTION
 EQ0596'WITH INTERSTATE HIGHWAY 25 IN BERNARDO, AT A WOODEN GATE AND DIRT
 EQ0596'ROAD LEADING SOUTH, 0.7 KM (0.45 MI) WEST OF MILE POST 171, 30.0
 EQ0596'METERS (98.5 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY, 9.9 METERS
 EQ0596'(32.6 FT) EAST OF THE CENTER OF THE DIRT ROAD, 14.1 METERS (46.4 FT)
 EQ0596'WEST OF A UTILITY POLE AND 1.5 METERS (5.0 FT) WEST OF 13 AV USGS.
 EQ0596'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 EQ0596'THE MARK IS 0.5 METERS  N FROM  A WITNESS POST AND FENCE
 EQ0596'THE MARK IS 0.2 M BELOW THE HIGHWAY.
 EQ0596
 EQ0596                          STATION RECOVERY (2005)
 EQ0596
 EQ0596'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 EQ0596'NEW COORDINATES FOLLOW.
 EQ0596'34 25.210N
 EQ0596'106 44.973W
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0623 ***********************************************************************
 EQ0623  DESIGNATION -  E 404
 EQ0623  PID         -  EQ0623
 EQ0623  STATE/COUNTY-  NM/SOCORRO
 EQ0623  USGS QUAD   -  SCHOLLE (1995)
 EQ0623
 EQ0623                         *CURRENT SURVEY CONTROL
 EQ0623  ___________________________________________________________________
 EQ0623* NAD 83(1986)-  34 25 40.     (N)    106 24 29.     (W)     SCALED    
 EQ0623* NAVD 88     -      1785.713  (meters)    5858.63   (feet)  ADJUSTED  
 EQ0623  ___________________________________________________________________
 EQ0623  GEOID HEIGHT-         -20.38  (meters)                     GEOID03
 EQ0623  DYNAMIC HT  -        1783.168 (meters)    5850.28  (feet)  COMP
 EQ0623  MODELED GRAV-     979,146.6   (mgal)                       NAVD 88
 EQ0623
 EQ0623  VERT ORDER  -  FIRST     CLASS II
 EQ0623
 EQ0623.The horizontal coordinates were scaled from a topographic map and have
 EQ0623.an estimated accuracy of +/- 6 seconds.
 EQ0623
 EQ0623.The orthometric height was determined by differential leveling
 EQ0623.and adjusted by the National Geodetic Survey in June 1991..
 EQ0623
 EQ0623.The geoid height was determined by GEOID03.
 EQ0623
 EQ0623.The dynamic height is computed by dividing the NAVD 88
 EQ0623.geopotential number by the normal gravity value computed on the
 EQ0623.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0623.degrees latitude (g = 980.6199 gals.).
 EQ0623
 EQ0623.The modeled gravity was interpolated from observed gravity values.
 EQ0623
 EQ0623;                    North         East    Units  Estimated Accuracy
 EQ0623;SPC NM C     -   380,110.      485,470.      MT  (+/- 180 meters Scaled)
 EQ0623
 EQ0623                          SUPERSEDED SURVEY CONTROL
 EQ0623
 EQ0623.No superseded survey control is available for this station.
 EQ0623
 EQ0623_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU706104(NAD 83)
 EQ0623_MARKER: I = METAL ROD
 EQ0623_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EQ0623_SP_SET: STAINLESS STEEL ROD
 EQ0623_STAMPING: E 404 1980
 EQ0623_MARK LOGO: NGS   
 EQ0623_PROJECTION: FLUSH
 EQ0623_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EQ0623_ROD/PIPE-DEPTH: 8.5  meters
 EQ0623
 EQ0623  HISTORY     - Date     Condition        Report By
 EQ0623  HISTORY     - 1980     MONUMENTED       NGS
 EQ0623
 EQ0623                          STATION DESCRIPTION
 EQ0623
 EQ0623'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 EQ0623'19.6 KM (12.15 MI) WEST FROM MOUNTAINAIR.
 EQ0623'19.6 KM (12.15 MI) WESTERLY ALONG U.S. HIGHWAY 60 FROM THE POST
 EQ0623'OFFICE IN MOUNTAINAIR, 0.8 KM (0.5 MI) EAST OF MILE POST 192, 0.8
 EQ0623'KM (0.5 MI) EAST OF THE SOCORRO-TORRANCE COUNTY LINE, 24.0 METERS
 EQ0623'(69.0 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY AND 4.6 METERS
 EQ0623'(15.0 FT) NORTHEAST OF THE CENTER OF A FIELD ENTRANCE ROAD.  NOTE=
 EQ0623'ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 EQ0623'THE MARK IS 0.4 METERS  NW FROM  A WITNESS POST AND FENCE
 EQ0623'THE MARK IS 1.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB3834 ***********************************************************************
 AB3834  DESIGNATION -  E 405 RESET
 AB3834  PID         -  AB3834
 AB3834  STATE/COUNTY-  NM/TORRANCE
 AB3834  USGS QUAD   -  TEJON (1978)
 AB3834
 AB3834                         *CURRENT SURVEY CONTROL
 AB3834  ___________________________________________________________________
 AB3834* NAD 83(1986)-  34 36 41.     (N)    105 21 59.     (W)     SCALED    
 AB3834* NAVD 88     -      1905.06   (meters)    6250.2    (feet)  RESET     
 AB3834  ___________________________________________________________________
 AB3834  GEOID HEIGHT-         -20.23  (meters)                     GEOID03
 AB3834
 AB3834  VERT ORDER  -  THIRD
 AB3834
 AB3834.The horizontal coordinates were scaled from a topographic map and have
 AB3834.an estimated accuracy of +/- 6 seconds.
 AB3834
 AB3834.The orthometric height was computed from unverified reset data.
 AB3834
 AB3834.The geoid height was determined by GEOID03.
 AB3834
 AB3834;                    North         East    Units  Estimated Accuracy
 AB3834;SPC NM C     -   400,820.      581,040.      MT  (+/- 180 meters Scaled)
 AB3834
 AB3834                          SUPERSEDED SURVEY CONTROL
 AB3834
 AB3834.No superseded survey control is available for this station.
 AB3834
 AB3834_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDU664300(NAD 83)
 AB3834_MARKER: DV = VERTICAL CONTROL DISK
 AB3834_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB3834_STAMPING: E 405 RESET 1993
 AB3834_MARK LOGO: NGS   
 AB3834_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB3834_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB3834+STABILITY: SURFACE MOTION
 AB3834_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB3834+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AB3834
 AB3834  HISTORY     - Date     Condition        Report By
 AB3834  HISTORY     - 1993     MONUMENTED       NGS
 AB3834
 AB3834                          STATION DESCRIPTION
 AB3834
 AB3834'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993 (WAS)
 AB3834'THE STATION IS LOCATED ABOUT 6 MI (9.7 KM) SOUTHEAST OF ENCINO IN THE
 AB3834'RIGHT-OF-WAY OF U.S.  HIGHWAYS 60 AND 285, ON THE NORTH SIDE OF THE
 AB3834'HIGHWAY.  TO REACH THE STATION FROM THE U.S.  POST OFFICE IN ENCINO,
 AB3834'GO EAST ON U.S.  HIGHWAYS 60/285 FOR 3.4 MI (5.5 KM) TO A BRIDGE OVER
 AB3834'THE RAILROAD TRACKS.  CONTINUE SOUTH AND EAST ON U.S.  60/285 FOR 2.8
 AB3834'MI (4.5 KM) TO MILEPOST 260.  CONTINUE ON U.S.  60/285 FOR 0.15 MI
 AB3834'(0.24 KM) TO THE STATION ON THE LEFT, NORTH, SIDE OF THE HIGHWAY JUST
 AB3834'BEFORE PASSING BENEATH A POWER LINE, A 0.4 M (1.3 FT) DIAMETER
 AB3834'CONCRETE MONUMENT,  SET FLUSH WITH THE GROUND. THE STATION IS 29.9 M
 AB3834'(98.1 FT) NORTHEAST FROM THE CENTERLINE OF U.S. HIGHWAYS 60/285, 3.4 M
 AB3834'(11.2 FT) SOUTHWEST FROM A BARBED WIRE FENCE FROM A POINT ON THE FENCE
 AB3834'THAT IS 30.7 M (100.7 FT) NORTHWEST FROM A POWER POLE AND POWER LINE
 AB3834'CROSSING THE FENCE AND HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS1099 ***********************************************************************
 DS1099  DESIGNATION -  E 406
 DS1099  PID         -  DS1099
 DS1099  STATE/COUNTY-  NM/OTERO
 DS1099  USGS QUAD   -  TULAROSA NE (1982)
 DS1099
 DS1099                         *CURRENT SURVEY CONTROL
 DS1099  ___________________________________________________________________
 DS1099* NAD 83(1986)-  33 11 48.     (N)    106 03 16.     (W)     SCALED    
 DS1099* NAVD 88     -      1375.733  (meters)    4513.55   (feet)  ADJUSTED  
 DS1099  ___________________________________________________________________
 DS1099  GEOID HEIGHT-         -22.03  (meters)                     GEOID03
 DS1099  DYNAMIC HT  -        1373.717 (meters)    4506.94  (feet)  COMP
 DS1099  MODELED GRAV-     979,124.7   (mgal)                       NAVD 88
 DS1099
 DS1099  VERT ORDER  -  FIRST     CLASS II
 DS1099
 DS1099.The horizontal coordinates were scaled from a topographic map and have
 DS1099.an estimated accuracy of +/- 6 seconds.
 DS1099
 DS1099.The orthometric height was determined by differential leveling
 DS1099.and adjusted by the National Geodetic Survey in June 1991..
 DS1099
 DS1099.The geoid height was determined by GEOID03.
 DS1099
 DS1099.The dynamic height is computed by dividing the NAVD 88
 DS1099.geopotential number by the normal gravity value computed on the
 DS1099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS1099.degrees latitude (g = 980.6199 gals.).
 DS1099
 DS1099.The modeled gravity was interpolated from observed gravity values.
 DS1099
 DS1099;                    North         East    Units  Estimated Accuracy
 DS1099;SPC NM C     -   243,580.      518,230.      MT  (+/- 180 meters Scaled)
 DS1099
 DS1099                          SUPERSEDED SURVEY CONTROL
 DS1099
 DS1099.No superseded survey control is available for this station.
 DS1099
 DS1099_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDS017735(NAD 83)
 DS1099_MARKER: I = METAL ROD
 DS1099_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DS1099_SP_SET: STAINLESS STEEL ROD
 DS1099_STAMPING: E 406 1980
 DS1099_MARK LOGO: NGS   
 DS1099_PROJECTION: FLUSH
 DS1099_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DS1099_ROD/PIPE-DEPTH: 7.3  meters
 DS1099
 DS1099  HISTORY     - Date     Condition        Report By
 DS1099  HISTORY     - 1980     MONUMENTED       NGS
 DS1099
 DS1099                          STATION DESCRIPTION
 DS1099
 DS1099'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 DS1099'14.0 KM (8.7 MI) NORTH FROM TULAROSA.
 DS1099'0.1 KM (0.05 MI) EAST ALONG HIGUERA AVENUE FROM THE POST OFFICE IN
 DS1099'TULAROSA, THENCE 13.9 KM (8.65 MI) NORTHERLY ALONG U.S. HIGHWAY 54,
 DS1099'0.8 KM (0.5 MI) SOUTH OF MILEPOST 89, 0.5 KM (0.3 MI) NORTH OF
 DS1099'RAILROAD MILEPOST 1404, 30.9 METERS (101.0 FT )EAST-NORTHEAST OF
 DS1099'THE CENTERLINE OF THE HIGHWAY, 29.6 METERS (97.0 FT) WEST-SOUTHWEST
 DS1099'OF THE NEAR RAIL OF THE SOUTHERN PACIFIC RAILROAD AND 1.2 METERS
 DS1099'(3.9 FT) NORTHEAST OF UTILITY POLE NUMBER 3.  NOTE=ACCESS TO THE
 DS1099'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 DS1099'THE MARK IS 0.4 METERS  NE FROM A WITNESS POST.
 DS1099'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0474 ***********************************************************************
 EP0474  DESIGNATION -  E 407
 EP0474  PID         -  EP0474
 EP0474  STATE/COUNTY-  NM/LINCOLN
 EP0474  USGS QUAD   -  TECOLOTE PEAK (1995)
 EP0474
 EP0474                         *CURRENT SURVEY CONTROL
 EP0474  ___________________________________________________________________
 EP0474* NAD 83(1986)-  34 01 13.     (N)    105 44 02.     (W)     SCALED    
 EP0474* NAVD 88     -      1875.536  (meters)    6153.32   (feet)  ADJUSTED  
 EP0474  ___________________________________________________________________
 EP0474  GEOID HEIGHT-         -20.25  (meters)                     GEOID03
 EP0474  DYNAMIC HT  -        1872.760 (meters)    6144.21  (feet)  COMP
 EP0474  MODELED GRAV-     979,088.8   (mgal)                       NAVD 88
 EP0474
 EP0474  VERT ORDER  -  FIRST     CLASS II
 EP0474
 EP0474.The horizontal coordinates were scaled from a topographic map and have
 EP0474.an estimated accuracy of +/- 6 seconds.
 EP0474
 EP0474.The orthometric height was determined by differential leveling
 EP0474.and adjusted by the National Geodetic Survey in June 1991..
 EP0474
 EP0474.The geoid height was determined by GEOID03.
 EP0474
 EP0474.The dynamic height is computed by dividing the NAVD 88
 EP0474.geopotential number by the normal gravity value computed on the
 EP0474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EP0474.degrees latitude (g = 980.6199 gals.).
 EP0474
 EP0474.The modeled gravity was interpolated from observed gravity values.
 EP0474
 EP0474;                    North         East    Units  Estimated Accuracy
 EP0474;SPC NM C     -   335,020.      547,670.      MT  (+/- 180 meters Scaled)
 EP0474
 EP0474                          SUPERSEDED SURVEY CONTROL
 EP0474
 EP0474.No superseded survey control is available for this station.
 EP0474
 EP0474_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDT322646(NAD 83)
 EP0474_MARKER: I = METAL ROD
 EP0474_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 EP0474+WITH SETTING: INFORMATION.
 EP0474_SP_SET: SHALLOW SET METAL ROD
 EP0474_STAMPING: E 407 1980
 EP0474_MARK LOGO: NGS   
 EP0474_PROJECTION: FLUSH
 EP0474_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EP0474_ROD/PIPE-DEPTH: 1.8  meters
 EP0474
 EP0474  HISTORY     - Date     Condition        Report By
 EP0474  HISTORY     - 1980     MONUMENTED       NGS
 EP0474
 EP0474                          STATION DESCRIPTION
 EP0474
 EP0474'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 EP0474'31.0 KM (19.3 MI) SOUTH FROM CORONA.
 EP0474'31.0 KM (19.3 MI) SOUTHERLY ALONG U.S. HIGHWAY 54 FROM THE POST
 EP0474'OFFICE IN CORONA, 0.2 KM (0.1 MI) NORTH-NORTHEAST OF MILEPOST 152,
 EP0474'AT A FIELD ENTRANCE ROAD, 21.5 METERS (70.7 FT) WEST-NORTHWEST
 EP0474'OF THE CENTERLINE OF THE HIGHWAY AND 6.3 METERS (20.8 FT)
 EP0474'NORTH-NORTHEAST OF THE CENTER OF THE ROAD.  NOTE=ACCESS TO THE
 EP0474'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 EP0474'THE MARK IS 0.3 METERS  ESE FROM  A WITNESS POST AND FENCE
 EP0474'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0442 ***********************************************************************
 EP0442  DESIGNATION -  E 408
 EP0442  PID         -  EP0442
 EP0442  STATE/COUNTY-  NM/TORRANCE
 EP0442  USGS QUAD   -  CORONA NORTH (1995)
 EP0442
 EP0442                         *CURRENT SURVEY CONTROL
 EP0442  ___________________________________________________________________
 EP0442* NAD 83(1986)-  34 20 04.     (N)    105 31 26.     (W)     SCALED    
 EP0442* NAVD 88     -      1945.246  (meters)    6382.03   (feet)  ADJUSTED  
 EP0442  ___________________________________________________________________
 EP0442  GEOID HEIGHT-         -20.16  (meters)                     GEOID03
 EP0442  DYNAMIC HT  -        1942.414 (meters)    6372.74  (feet)  COMP
 EP0442  MODELED GRAV-     979,109.6   (mgal)                       NAVD 88
 EP0442
 EP0442  VERT ORDER  -  FIRST     CLASS II
 EP0442
 EP0442.The horizontal coordinates were scaled from a topographic map and have
 EP0442.an estimated accuracy of +/- 6 seconds.
 EP0442
 EP0442.The orthometric height was determined by differential leveling
 EP0442.and adjusted by the National Geodetic Survey in June 1991..
 EP0442
 EP0442.The geoid height was determined by GEOID03.
 EP0442
 EP0442.The dynamic height is computed by dividing the NAVD 88
 EP0442.geopotential number by the normal gravity value computed on the
 EP0442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EP0442.degrees latitude (g = 980.6199 gals.).
 EP0442
 EP0442.The modeled gravity was interpolated from observed gravity values.
 EP0442
 EP0442;                    North         East    Units  Estimated Accuracy
 EP0442;SPC NM C     -   369,990.      566,810.      MT  (+/- 180 meters Scaled)
 EP0442
 EP0442                          SUPERSEDED SURVEY CONTROL
 EP0442
 EP0442.No superseded survey control is available for this station.
 EP0442
 EP0442_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDT518993(NAD 83)
 EP0442_MARKER: I = METAL ROD
 EP0442_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EP0442_SP_SET: STAINLESS STEEL ROD
 EP0442_STAMPING: E 408 1980
 EP0442_MARK LOGO: NGS   
 EP0442_PROJECTION: FLUSH
 EP0442_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EP0442_ROD/PIPE-DEPTH: 3.7  meters
 EP0442
 EP0442  HISTORY     - Date     Condition        Report By
 EP0442  HISTORY     - 1980     MONUMENTED       NGS
 EP0442
 EP0442                          STATION DESCRIPTION
 EP0442
 EP0442'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 EP0442'12.0 KM (7.5 MI) NORTH FROM CORONA.
 EP0442'12.0 KM (7.5 MI) NORTHERLY ALONG U.S. HIGHWAY 54 FROM THE POST
 EP0442'OFFICE IN CORONA, 0.6 KM (0.4 MI) NORTHEAST OF MILEPOST 178, 21.5
 EP0442'METERS (70.7 FT) EAST-SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY
 EP0442'AND 14.3 METERS (47.0 FT) SOUTH-SOUTHWEST OF A T-FENCE CORNER.
 EP0442'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 EP0442'THE MARK IS 0.3 METERS  WNW FROM A WITNESS POST.
 EP0442'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0421 ***********************************************************************
 EP0421  DESIGNATION -  E 409
 EP0421  PID         -  EP0421
 EP0421  STATE/COUNTY-  NM/GUADALUPE
 EP0421  USGS QUAD   -  TEJON (1978)
 EP0421
 EP0421                         *CURRENT SURVEY CONTROL
 EP0421  ___________________________________________________________________
 EP0421* NAD 83(1986)-  34 35 17.     (N)    105 15 15.     (W)     SCALED    
 EP0421* NAVD 88     -      1841.919  (meters)    6043.03   (feet)  ADJUSTED  
 EP0421  ___________________________________________________________________
 EP0421  GEOID HEIGHT-         -20.65  (meters)                     GEOID03
 EP0421  DYNAMIC HT  -        1839.316 (meters)    6034.49  (feet)  COMP
 EP0421  MODELED GRAV-     979,155.9   (mgal)                       NAVD 88
 EP0421
 EP0421  VERT ORDER  -  FIRST     CLASS II
 EP0421
 EP0421.The horizontal coordinates were scaled from a topographic map and have
 EP0421.an estimated accuracy of +/- 6 seconds.
 EP0421
 EP0421.The orthometric height was determined by differential leveling
 EP0421.and adjusted by the National Geodetic Survey in June 1991..
 EP0421
 EP0421.The geoid height was determined by GEOID03.
 EP0421
 EP0421.The dynamic height is computed by dividing the NAVD 88
 EP0421.geopotential number by the normal gravity value computed on the
 EP0421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EP0421.degrees latitude (g = 980.6199 gals.).
 EP0421
 EP0421.The modeled gravity was interpolated from observed gravity values.
 EP0421
 EP0421;                    North         East    Units  Estimated Accuracy
 EP0421;SPC NM E     -   398,270.       80,530.      MT  (+/- 180 meters Scaled)
 EP0421
 EP0421                          SUPERSEDED SURVEY CONTROL
 EP0421
 EP0421.No superseded survey control is available for this station.
 EP0421
 EP0421_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDU766273(NAD 83)
 EP0421_MARKER: DB = BENCH MARK DISK
 EP0421_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 EP0421_SP_SET: ABUTMENT
 EP0421_STAMPING: E 409 1981
 EP0421_MARK LOGO: NGS   
 EP0421_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EP0421
 EP0421  HISTORY     - Date     Condition        Report By
 EP0421  HISTORY     - 1981     MONUMENTED       NGS
 EP0421  HISTORY     - 1982     GOOD             NGS
 EP0421
 EP0421                          STATION DESCRIPTION
 EP0421
 EP0421'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 EP0421'3.9 KM (2.4 MI) WEST FROM VAUGHN.
 EP0421'3.9 KM (2.4 MI) WESTERLY ALONG U.S. HIGHWAY 60 FROM THE POST OFFICE
 EP0421'IN VAUGHN, AT THE JUNCTION OF THE HIGHWAY AND THE SOUTHERN PACIFIC
 EP0421'RAILROAD, 0.3 KM (0.2 MI) WEST OF THE JUNCTION OF U.S. HIGHWAYS
 EP0421'60 AND 54, IN TOP OF AND 2.1 METERS (6.9 FT) WEST OF THE EAST END
 EP0421'OF THE SOUTH CONCRETE ABUTMENT OF THE BRIDGE.
 EP0421'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 EP0421
 EP0421                          STATION RECOVERY (1982)
 EP0421
 EP0421'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 EP0421'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0647 ***********************************************************************
 CW0647  DESIGNATION -  E 410
 CW0647  PID         -  CW0647
 CW0647  STATE/COUNTY-  NM/OTERO
 CW0647  USGS QUAD   -  ALAMOGORDO NORTH (1981)
 CW0647
 CW0647                         *CURRENT SURVEY CONTROL
 CW0647  ___________________________________________________________________
 CW0647* NAD 83(1986)-  32 57 30.     (N)    105 58 52.     (W)     SCALED    
 CW0647* NAVD 88     -      1368.863  (meters)    4491.01   (feet)  ADJUSTED  
 CW0647  ___________________________________________________________________
 CW0647  GEOID HEIGHT-         -21.99  (meters)                     GEOID03
 CW0647  DYNAMIC HT  -        1366.847 (meters)    4484.40  (feet)  COMP
 CW0647  MODELED GRAV-     979,117.6   (mgal)                       NAVD 88
 CW0647
 CW0647  VERT ORDER  -  FIRST     CLASS II
 CW0647
 CW0647.The horizontal coordinates were scaled from a topographic map and have
 CW0647.an estimated accuracy of +/- 6 seconds.
 CW0647
 CW0647.The orthometric height was determined by differential leveling
 CW0647.and adjusted by the National Geodetic Survey in June 1991..
 CW0647
 CW0647.The geoid height was determined by GEOID03.
 CW0647
 CW0647.The dynamic height is computed by dividing the NAVD 88
 CW0647.geopotential number by the normal gravity value computed on the
 CW0647.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0647.degrees latitude (g = 980.6199 gals.).
 CW0647
 CW0647.The modeled gravity was interpolated from observed gravity values.
 CW0647
 CW0647;                    North         East    Units  Estimated Accuracy
 CW0647;SPC NM C     -   217,160.      525,140.      MT  (+/- 180 meters Scaled)
 CW0647
 CW0647                          SUPERSEDED SURVEY CONTROL
 CW0647
 CW0647.No superseded survey control is available for this station.
 CW0647
 CW0647_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDS083470(NAD 83)
 CW0647_MARKER: I = METAL ROD
 CW0647_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CW0647_SP_SET: STAINLESS STEEL ROD
 CW0647_STAMPING: E 410 1980
 CW0647_MARK LOGO: NGS   
 CW0647_PROJECTION: FLUSH
 CW0647_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CW0647_ROD/PIPE-DEPTH: 4.3  meters
 CW0647
 CW0647  HISTORY     - Date     Condition        Report By
 CW0647  HISTORY     - 1980     MONUMENTED       NGS
 CW0647
 CW0647                          STATION DESCRIPTION
 CW0647
 CW0647'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CW0647'7.1 KM (4.4. MI) NORTH FROM ALAMOGORDO.
 CW0647'7.1 KM (4.4 MI) NORTHERLY ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 CW0647'THE STATION IN ALAMOGORDO, 6 POLES NORTHWEST OF MILE POST
 CW0647'1387, 32.2 METERS (105.5 FT) SOUTHEAST OF BENCH MARK RV 12 SPRR,
 CW0647'16.2 METERS (53.0 FT) SOUTHWEST OF THE NEAR RAIL, 1.1 METERS (3.5 FT)
 CW0647'NORTHWEST OF A UTILITY POLE AND 13.6 METERS (44.5 FT) NORTHEAST OF
 CW0647'A FENCE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 CW0647'CAP.
 CW0647'THE MARK IS 0.4 METERS  NW FROM A WITNESS POST.
 CW0647'THE MARK IS 0.6 M BELOW THE RAILS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0654 ***********************************************************************
 CW0654  DESIGNATION -  E 411
 CW0654  PID         -  CW0654
 CW0654  STATE/COUNTY-  NM/OTERO
 CW0654  USGS QUAD   -  DEADMAN CANYON (1981)
 CW0654
 CW0654                         *CURRENT SURVEY CONTROL
 CW0654  ___________________________________________________________________
 CW0654* NAD 83(1986)-  32 43 30.     (N)    105 59 24.     (W)     SCALED    
 CW0654* NAVD 88     -      1225.378  (meters)    4020.26   (feet)  ADJUSTED  
 CW0654  ___________________________________________________________________
 CW0654  GEOID HEIGHT-         -22.57  (meters)                     GEOID03
 CW0654  DYNAMIC HT  -        1223.568 (meters)    4014.32  (feet)  COMP
 CW0654  MODELED GRAV-     979,119.3   (mgal)                       NAVD 88
 CW0654
 CW0654  VERT ORDER  -  FIRST     CLASS II
 CW0654
 CW0654.The horizontal coordinates were scaled from a topographic map and have
 CW0654.an estimated accuracy of +/- 6 seconds.
 CW0654
 CW0654.The orthometric height was determined by differential leveling
 CW0654.and adjusted by the National Geodetic Survey in June 1991..
 CW0654
 CW0654.The geoid height was determined by GEOID03.
 CW0654
 CW0654.The dynamic height is computed by dividing the NAVD 88
 CW0654.geopotential number by the normal gravity value computed on the
 CW0654.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0654.degrees latitude (g = 980.6199 gals.).
 CW0654
 CW0654.The modeled gravity was interpolated from observed gravity values.
 CW0654
 CW0654;                    North         East    Units  Estimated Accuracy
 CW0654;SPC NM C     -   191,290.      524,370.      MT  (+/- 180 meters Scaled)
 CW0654
 CW0654                          SUPERSEDED SURVEY CONTROL
 CW0654
 CW0654.No superseded survey control is available for this station.
 CW0654
 CW0654_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDS072212(NAD 83)
 CW0654_MARKER: I = METAL ROD
 CW0654_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 CW0654_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 CW0654_STAMPING: E 411 1981
 CW0654_MARK LOGO: NGS   
 CW0654_PROJECTION: FLUSH
 CW0654_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CW0654+STABILITY: POSITION/ELEVATION WELL
 CW0654_ROD/PIPE-DEPTH: 9.8  meters
 CW0654_SLEEVE-DEPTH  : 8.5 meters
 CW0654
 CW0654  HISTORY     - Date     Condition        Report By
 CW0654  HISTORY     - 1981     MONUMENTED       NGS
 CW0654
 CW0654                          STATION DESCRIPTION
 CW0654
 CW0654'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CW0654'19.6 KM (12.2 MI) SOUTH FROM ALAMOGORDO.
 CW0654'19.6 KM (12.2 MI) SOUTHERLY ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 CW0654'THE STATION IN ALAMOGORDO, 2 POLES SOUTH OF RAILROAD
 CW0654'SIGNAL NUMBER 1370.6, 59.0 METERS (193.5 FT) EAST OF THE CENTERLINE
 CW0654'OF U.S. HIGHWAY 54, 33.1 METERS (108.6 FT) WEST-NORTHWEST
 CW0654'AND ACROSS THE TRACKS FROM A T-FENCE CORNER, 17.1 METERS
 CW0654'(56.2 FT) WEST OF THE NEAR RAIL, AND 2.4 METERS (8.0 FT)
 CW0654'NORTH OF A UTILITY POLE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH
 CW0654'A 5-INCH LOGO CAP.
 CW0654'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 CW0654'THE MARK IS 0.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1321 ***********************************************************************
 CX1321  DESIGNATION -  E 411
 CX1321  PID         -  CX1321
 CX1321  STATE/COUNTY-  NM/OTERO
 CX1321  USGS QUAD   -  NEWMAN (1955)
 CX1321
 CX1321                         *CURRENT SURVEY CONTROL
 CX1321  ___________________________________________________________________
 CX1321* NAD 83(1986)-  32 04 17.     (N)    106 16 46.     (W)     SCALED    
 CX1321* NAVD 88     -      1240.336  (meters)    4069.34   (feet)  ADJUSTED  
 CX1321  ___________________________________________________________________
 CX1321  GEOID HEIGHT-         -23.75  (meters)                     GEOID03
 CX1321  DYNAMIC HT  -        1238.464 (meters)    4063.19  (feet)  COMP
 CX1321  MODELED GRAV-     979,087.2   (mgal)                       NAVD 88
 CX1321
 CX1321  VERT ORDER  -  FIRST     CLASS II
 CX1321
 CX1321.The horizontal coordinates were scaled from a topographic map and have
 CX1321.an estimated accuracy of +/- 6 seconds.
 CX1321
 CX1321.The orthometric height was determined by differential leveling
 CX1321.and adjusted by the National Geodetic Survey in June 1991..
 CX1321
 CX1321.The geoid height was determined by GEOID03.
 CX1321
 CX1321.The dynamic height is computed by dividing the NAVD 88
 CX1321.geopotential number by the normal gravity value computed on the
 CX1321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX1321.degrees latitude (g = 980.6199 gals.).
 CX1321
 CX1321.The modeled gravity was interpolated from observed gravity values.
 CX1321
 CX1321;                    North         East    Units  Estimated Accuracy
 CX1321;SPC NM C     -   118,780.      497,220.      MT  (+/- 180 meters Scaled)
 CX1321
 CX1321                          SUPERSEDED SURVEY CONTROL
 CX1321
 CX1321.No superseded survey control is available for this station.
 CX1321
 CX1321_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR792490(NAD 83)
 CX1321_MARKER: I = METAL ROD
 CX1321_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CX1321_SP_SET: STAINLESS STEEL ROD
 CX1321_STAMPING: E 411 1980
 CX1321_MARK LOGO: NGS   
 CX1321_PROJECTION: FLUSH
 CX1321_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CX1321_ROD/PIPE-DEPTH: 4.9  meters
 CX1321
 CX1321  HISTORY     - Date     Condition        Report By
 CX1321  HISTORY     - 1980     MONUMENTED       NGS
 CX1321
 CX1321                          STATION DESCRIPTION
 CX1321
 CX1321'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CX1321'9.0 KM (5.6 MI) NE FROM NEWMAN.
 CX1321'9.0 KM (5.6 MI) NORTHEAST ALONG U.S. HIGHWAY 54 FROM THE
 CX1321'TEXAS-NEW MEXICO STATE LINE IN NEWMAN, 0.8 KM (0.5 MI) NORTHEAST
 CX1321'OF MILE POST 5, 12 POLES NORTHEAST OF RAILROAD MILE POST 1321,
 CX1321'32.9 METERS (108.0 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 CX1321'18.3 METERS (60.0 FT) NORTHWEST OF THE NEAR RAIL OF THE SOUTHERN
 CX1321'PACIFIC RAILROAD AND 1.1 METER (3.5 FT) NORTHWEST OF UTILITY POLE
 CX1321'NUMBER F 10.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 CX1321'LOGO CAP.
 CX1321'THE MARK IS 0.4 METERS  SW FROM A WITNESS POST.
 CX1321'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1283 ***********************************************************************
 CX1283  DESIGNATION -  E 412
 CX1283  PID         -  CX1283
 CX1283  STATE/COUNTY-  NM/OTERO
 CX1283  USGS QUAD   -  TRES HERMANOS SE (1982)
 CX1283
 CX1283                         *CURRENT SURVEY CONTROL
 CX1283  ___________________________________________________________________
 CX1283* NAD 83(1986)-  32 35 00.     (N)    106 00 50.     (W)     SCALED    
 CX1283* NAVD 88     -      1228.825  (meters)    4031.57   (feet)  ADJUSTED  
 CX1283  ___________________________________________________________________
 CX1283  GEOID HEIGHT-         -22.77  (meters)                     GEOID03
 CX1283  DYNAMIC HT  -        1227.025 (meters)    4025.66  (feet)  COMP
 CX1283  MODELED GRAV-     979,131.4   (mgal)                       NAVD 88
 CX1283
 CX1283  VERT ORDER  -  FIRST     CLASS II
 CX1283
 CX1283.The horizontal coordinates were scaled from a topographic map and have
 CX1283.an estimated accuracy of +/- 6 seconds.
 CX1283
 CX1283.The orthometric height was determined by differential leveling
 CX1283.and adjusted by the National Geodetic Survey in June 1991..
 CX1283
 CX1283.The geoid height was determined by GEOID03.
 CX1283
 CX1283.The dynamic height is computed by dividing the NAVD 88
 CX1283.geopotential number by the normal gravity value computed on the
 CX1283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX1283.degrees latitude (g = 980.6199 gals.).
 CX1283
 CX1283.The modeled gravity was interpolated from observed gravity values.
 CX1283
 CX1283;                    North         East    Units  Estimated Accuracy
 CX1283;SPC NM C     -   175,570.      522,170.      MT  (+/- 180 meters Scaled)
 CX1283
 CX1283                          SUPERSEDED SURVEY CONTROL
 CX1283
 CX1283.No superseded survey control is available for this station.
 CX1283
 CX1283_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDS048055(NAD 83)
 CX1283_MARKER: I = METAL ROD
 CX1283_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CX1283+WITH SETTING: INFORMATION.
 CX1283_SP_SET: SHALLOW SET METAL ROD
 CX1283_STAMPING: E 412 1980
 CX1283_MARK LOGO: NGS   
 CX1283_PROJECTION: FLUSH
 CX1283_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CX1283_ROD/PIPE-DEPTH: 2.7  meters
 CX1283
 CX1283  HISTORY     - Date     Condition        Report By
 CX1283  HISTORY     - 1980     MONUMENTED       NGS
 CX1283
 CX1283                          STATION DESCRIPTION
 CX1283
 CX1283'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CX1283'26.9 KM (16.75 MI) NORT FROM OROGRANDE.
 CX1283'0.9 KM (0.55 MI) SOUTH ALONG U.S. HIGHWAY 54 FROM THE POST OFFICE
 CX1283'IN OROGRANDE, THENCE 0.6 KM (0.4 MI) SOUTHEAST ALONG A PAVED ROAD,
 CX1283'THENCE 25.4 KM (15.8 MI) NORTHERLY ALONG THE SOUTHERN PACIFIC
 CX1283'RAILROAD, 6 POLES SOUTH OF MILE POST 1361, 1 POLE NORTH OF UTILITY
 CX1283'POLE NUMBER 49F, 58.8 METERS (193.0 FT) EAST OF THE CENTERLINE OF
 CX1283'U.S. HIGHWAY 54, 16.8 METERS (55.0 FT) WEST OF THE NEAR RAIL,
 CX1283'4.2 METERS (14.O FT) SOUTH OF UTILITY POLE NUMBER F.  NOTE=ACCESS
 CX1283'TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CX1283'THE MARK IS 0.6 METERS  N FROM A WITNESS POST.
 CX1283'THE MARK IS 1.5 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0678 ***********************************************************************
 CW0678  DESIGNATION -  E 414
 CW0678  PID         -  CW0678
 CW0678  STATE/COUNTY-  NM/EDDY
 CW0678  USGS QUAD   -  RED BLUFF (1985)
 CW0678
 CW0678                         *CURRENT SURVEY CONTROL
 CW0678  ___________________________________________________________________
 CW0678* NAD 83(1986)-  32 02 42.     (N)    104 03 48.     (W)     SCALED    
 CW0678* NAVD 88     -       908.644  (meters)    2981.11   (feet)  ADJUSTED  
 CW0678  ___________________________________________________________________
 CW0678  GEOID HEIGHT-         -25.50  (meters)                     GEOID03
 CW0678  DYNAMIC HT  -         907.312 (meters)    2976.74  (feet)  COMP
 CW0678  MODELED GRAV-     979,142.8   (mgal)                       NAVD 88
 CW0678
 CW0678  VERT ORDER  -  FIRST     CLASS II
 CW0678
 CW0678.The horizontal coordinates were scaled from a topographic map and have
 CW0678.an estimated accuracy of +/- 6 seconds.
 CW0678
 CW0678.The orthometric height was determined by differential leveling
 CW0678.and adjusted by the National Geodetic Survey in June 1991..
 CW0678
 CW0678.The geoid height was determined by GEOID03.
 CW0678
 CW0678.The dynamic height is computed by dividing the NAVD 88
 CW0678.geopotential number by the normal gravity value computed on the
 CW0678.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0678.degrees latitude (g = 980.6199 gals.).
 CW0678
 CW0678.The modeled gravity was interpolated from observed gravity values.
 CW0678
 CW0678;                    North         East    Units  Estimated Accuracy
 CW0678;SPC NM E     -   115,890.      190,500.      MT  (+/- 180 meters Scaled)
 CW0678
 CW0678                          SUPERSEDED SURVEY CONTROL
 CW0678
 CW0678.No superseded survey control is available for this station.
 CW0678
 CW0678_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SER884458(NAD 83)
 CW0678_MARKER: I = METAL ROD
 CW0678_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CW0678_SP_SET: STAINLESS STEEL ROD
 CW0678_STAMPING: E 414 1981
 CW0678_MARK LOGO: NGS   
 CW0678_PROJECTION: FLUSH
 CW0678_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CW0678+STABILITY: POSITION/ELEVATION WELL
 CW0678_ROD/PIPE-DEPTH: 4.3  meters
 CW0678
 CW0678  HISTORY     - Date     Condition        Report By
 CW0678  HISTORY     - 1981     MONUMENTED       NGS
 CW0678
 CW0678                          STATION DESCRIPTION
 CW0678
 CW0678'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CW0678'19.9 KM (12.35 MI) SOUT FROM MALAGA.
 CW0678'19.9 KM (12.35 MI) SOUTHERLY ALONG U.S. HIGHWAY 285 FROM THE POST
 CW0678'OFFICE IN MALAGA, 0.4 KM (0.25 MI) SOUTH OF MILE POST 4, AT A PAVED
 CW0678'AND DIRT ROAD CROSSING, 29.9 METERS (98.0 FT) WEST OF THE CENTERLINE
 CW0678'OF THE HIGHWAY, 9.3 METERS (30.5 FT) SOUTH OF THE CENTER OF THE DIRT
 CW0678'ROAD AT A WHITE PIPE GATE, AND 5.3 METERS (17.5 FT) NORTH OF A
 CW0678'UTILITY BRACE POLE WITH A GUY WIRE.  NOTE=ACCESS TO THE DATUM POINT
 CW0678'IS THROUGH A 5-INCH LOGO CAP.  REFUSAL WAS REACHED AT 14.0 FT.
 CW0678'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST AND FENCE
 CW0678'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0717 ***********************************************************************
 CW0717  DESIGNATION -  E 416
 CW0717  PID         -  CW0717
 CW0717  STATE/COUNTY-  NM/EDDY
 CW0717  USGS QUAD   -  ARTESIA (1975)
 CW0717
 CW0717                         *CURRENT SURVEY CONTROL
 CW0717  ___________________________________________________________________
 CW0717* NAD 83(1986)-  32 49 01.     (N)    104 23 38.     (W)     SCALED    
 CW0717* NAVD 88     -      1029.709  (meters)    3378.30   (feet)  ADJUSTED  
 CW0717  ___________________________________________________________________
 CW0717  GEOID HEIGHT-         -23.17  (meters)                     GEOID03
 CW0717  DYNAMIC HT  -        1028.283 (meters)    3373.63  (feet)  COMP
 CW0717  MODELED GRAV-     979,217.8   (mgal)                       NAVD 88
 CW0717
 CW0717  VERT ORDER  -  FIRST     CLASS II
 CW0717
 CW0717.The horizontal coordinates were scaled from a topographic map and have
 CW0717.an estimated accuracy of +/- 6 seconds.
 CW0717
 CW0717.The orthometric height was determined by differential leveling
 CW0717.and adjusted by the National Geodetic Survey in June 1991..
 CW0717
 CW0717.The geoid height was determined by GEOID03.
 CW0717
 CW0717.The dynamic height is computed by dividing the NAVD 88
 CW0717.geopotential number by the normal gravity value computed on the
 CW0717.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0717.degrees latitude (g = 980.6199 gals.).
 CW0717
 CW0717.The modeled gravity was interpolated from observed gravity values.
 CW0717
 CW0717;                    North         East    Units  Estimated Accuracy
 CW0717;SPC NM E     -   201,460.      159,330.      MT  (+/- 180 meters Scaled)
 CW0717
 CW0717                          SUPERSEDED SURVEY CONTROL
 CW0717
 CW0717.No superseded survey control is available for this station.
 CW0717
 CW0717_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES567311(NAD 83)
 CW0717_MARKER: I = METAL ROD
 CW0717_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CW0717_SP_SET: STAINLESS STEEL ROD
 CW0717_STAMPING: E 416 1982
 CW0717_MARK LOGO: NGS   
 CW0717_PROJECTION: FLUSH
 CW0717_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CW0717_ROD/PIPE-DEPTH: 6.1  meters
 CW0717
 CW0717  HISTORY     - Date     Condition        Report By
 CW0717  HISTORY     - 1982     MONUMENTED       NGS
 CW0717
 CW0717                          STATION DESCRIPTION
 CW0717
 CW0717'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CW0717'4.5 KM (2.8 MI) SOUTH FROM ARTESIA.
 CW0717'4.5 KM (2.8 MI) SOUTHERLY ALONG THE SANTA FE RAILROAD FROM THE
 CW0717'RAILROAD STATION IN ARTESIA, 29.1 METERS (95.5 FT) EAST OF THE NEAR
 CW0717'RAIL, 7.7 METERS (25.3 FT) SOUTH OF THE CENTER OF A PAVED ROAD AND 1.0
 CW0717'METER (3.3 FT) SOUTH-SOUTHEAST OF A FENCE CORNER.  NOTE=ACCESS TO THE
 CW0717'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CW0717'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST AND FENCE
 CW0717'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0554 ***********************************************************************
 CV0554  DESIGNATION -  E 417
 CV0554  PID         -  CV0554
 CV0554  STATE/COUNTY-  NM/EDDY
 CV0554  USGS QUAD   -  TOWER HILL SOUTH (1985)
 CV0554
 CV0554                         *CURRENT SURVEY CONTROL
 CV0554  ___________________________________________________________________
 CV0554* NAD 83(1986)-  32 22 48.     (N)    103 54 40.     (W)     SCALED    
 CV0554* NAVD 88     -       928.251  (meters)    3045.44   (feet)  ADJUSTED  
 CV0554  ___________________________________________________________________
 CV0554  GEOID HEIGHT-         -24.56  (meters)                     GEOID03
 CV0554  DYNAMIC HT  -         926.920 (meters)    3041.07  (feet)  COMP
 CV0554  MODELED GRAV-     979,175.4   (mgal)                       NAVD 88
 CV0554
 CV0554  VERT ORDER  -  FIRST     CLASS I
 CV0554
 CV0554.The horizontal coordinates were scaled from a topographic map and have
 CV0554.an estimated accuracy of +/- 6 seconds.
 CV0554
 CV0554.The orthometric height was determined by differential leveling
 CV0554.and adjusted by the National Geodetic Survey in June 1991..
 CV0554
 CV0554.The geoid height was determined by GEOID03.
 CV0554
 CV0554.The dynamic height is computed by dividing the NAVD 88
 CV0554.geopotential number by the normal gravity value computed on the
 CV0554.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0554.degrees latitude (g = 980.6199 gals.).
 CV0554
 CV0554.The modeled gravity was interpolated from observed gravity values.
 CV0554
 CV0554;                    North         East    Units  Estimated Accuracy
 CV0554;SPC NM E     -   153,080.      204,730.      MT  (+/- 180 meters Scaled)
 CV0554
 CV0554                          SUPERSEDED SURVEY CONTROL
 CV0554
 CV0554  NGVD 29 (??/??/92)  927.762  (m)         3043.83   (f) ADJ UNCH    1 1
 CV0554
 CV0554.Superseded values are not recommended for survey control.
 CV0554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0554.See file dsdata.txt to determine how the superseded data were derived.
 CV0554
 CV0554_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFR024830(NAD 83)
 CV0554_MARKER: I = METAL ROD
 CV0554_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CV0554+WITH SETTING: INFORMATION.
 CV0554_SP_SET: SHALLOW SET METAL ROD
 CV0554_STAMPING: E 417 1981
 CV0554_MARK LOGO: NGS   
 CV0554_PROJECTION: FLUSH
 CV0554_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CV0554_ROD/PIPE-DEPTH: 1.2  meters
 CV0554
 CV0554  HISTORY     - Date     Condition        Report By
 CV0554  HISTORY     - 1981     MONUMENTED       NGS
 CV0554
 CV0554                          STATION DESCRIPTION
 CV0554
 CV0554'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CV0554'50.3 KM (31.2 MI) EAST FROM CARLSBAD.
 CV0554'27.7 KM (17.2 MI) NORTHEAST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE
 CV0554'EAST END OF THE BATAAN BRIDGE OVER THE PECOS RIVER, THENCE 12.6 KM
 CV0554'(7.8 MI) SOUTH ALONG STATE HIGHWAY 31, THENCE 6.8 KM (4.2 MI) EAST
 CV0554'ALONG A DIRT ROAD, THENCE 3.2 KM (2.0 MI) SOUTH ALONG A TRACK ROAD,
 CV0554'0.5 KM (0.3 MI) SOUTH OF A GATE ACROSS THE ROAD AND A EAST-WEST
 CV0554'FENCE LINE, 36.9 METERS (121.0 FT) EAST-NORTHEAST OF BM P347, 7.7
 CV0554'METERS (25.3 FT) WEST OF THE CENTER OF THE ROAD. NOTE= ACCESS TO THE
 CV0554'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CV0554'THE MARK IS 0.6 METERS  E FROM A WITNESS POST.
 CV0554'THE MARK IS 0.3 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0776 ***********************************************************************
 DR0776  DESIGNATION -  E 418
 DR0776  PID         -  DR0776
 DR0776  STATE/COUNTY-  NM/CHAVES
 DR0776  USGS QUAD   -  HAYSTACK MOUNTAIN (1982)
 DR0776
 DR0776                         *CURRENT SURVEY CONTROL
 DR0776  ___________________________________________________________________
 DR0776* NAD 83(1986)-  33 38 00.     (N)    104 13 33.     (W)     SCALED    
 DR0776* NAVD 88     -      1231.219  (meters)    4039.42   (feet)  ADJUSTED  
 DR0776  ___________________________________________________________________
 DR0776  GEOID HEIGHT-         -23.21  (meters)                     GEOID03
 DR0776  DYNAMIC HT  -        1229.548 (meters)    4033.94  (feet)  COMP
 DR0776  MODELED GRAV-     979,237.2   (mgal)                       NAVD 88
 DR0776
 DR0776  VERT ORDER  -  FIRST     CLASS II
 DR0776
 DR0776.The horizontal coordinates were scaled from a topographic map and have
 DR0776.an estimated accuracy of +/- 6 seconds.
 DR0776
 DR0776.The orthometric height was determined by differential leveling
 DR0776.and adjusted by the National Geodetic Survey in June 1991..
 DR0776
 DR0776.The geoid height was determined by GEOID03.
 DR0776
 DR0776.The dynamic height is computed by dividing the NAVD 88
 DR0776.geopotential number by the normal gravity value computed on the
 DR0776.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0776.degrees latitude (g = 980.6199 gals.).
 DR0776
 DR0776.The modeled gravity was interpolated from observed gravity values.
 DR0776
 DR0776;                    North         East    Units  Estimated Accuracy
 DR0776;SPC NM E     -   292,000.      174,970.      MT  (+/- 180 meters Scaled)
 DR0776
 DR0776                          SUPERSEDED SURVEY CONTROL
 DR0776
 DR0776.No superseded survey control is available for this station.
 DR0776
 DR0776_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SET717217(NAD 83)
 DR0776_MARKER: I = METAL ROD
 DR0776_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DR0776_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 DR0776_STAMPING: E 418 1982
 DR0776_MARK LOGO: NGS   
 DR0776_PROJECTION: FLUSH
 DR0776_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DR0776+STABILITY: POSITION/ELEVATION WELL
 DR0776_ROD/PIPE-DEPTH: 10.4 meters
 DR0776_SLEEVE-DEPTH  : 9.1 meters
 DR0776
 DR0776  HISTORY     - Date     Condition        Report By
 DR0776  HISTORY     - 1982     MONUMENTED       NGS
 DR0776
 DR0776                          STATION DESCRIPTION
 DR0776
 DR0776'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 DR0776'39.6 KM (24.6 MI) NE FROM ROSWELL.
 DR0776'27.2 KM (16.9 MI) NORTHEASTERLY ALONG THE SANTA FE RAILROAD FROM THE
 DR0776'RAILROAD STATION IN ROSWELL, THENCE 12.4 KM (7.7 MI) NORTHEASTERLY
 DR0776'ALONG U.S. HIGHWAY 70, 107.9 METERS (354.0 FT) SOUTHWEST OF THE
 DR0776'CENTER OF A FIELD ENTRANCE, 37.8 METERS (124.0 FT) SOUTHEAST OF THE
 DR0776'CENTERLINE OF THE HIGHWAY AND 30.8 METERS (101.0 FT) SOUTHEAST OF
 DR0776'MILEPOST 359.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 DR0776'CAP.
 DR0776'THE MARK IS 0.6 METERS  NW FROM  A WITNESS POST AND FENCE
 DR0776'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0752 ***********************************************************************
 CV0752  DESIGNATION -  E 419
 CV0752  PID         -  CV0752
 CV0752  STATE/COUNTY-  NM/EDDY
 CV0752  USGS QUAD   -  LIVINGSTON RIDGE (1985)
 CV0752
 CV0752                         *CURRENT SURVEY CONTROL
 CV0752  ___________________________________________________________________
 CV0752* NAD 83(1986)-  32 24 16.     (N)    103 47 26.     (W)     SCALED    
 CV0752* NAVD 88     -      1042.988  (meters)    3421.87   (feet)  ADJUSTED  
 CV0752  ___________________________________________________________________
 CV0752  GEOID HEIGHT-         -24.24  (meters)                     GEOID03
 CV0752  DYNAMIC HT  -        1041.487 (meters)    3416.95  (feet)  COMP
 CV0752  MODELED GRAV-     979,164.1   (mgal)                       NAVD 88
 CV0752
 CV0752  VERT ORDER  -  FIRST     CLASS I
 CV0752
 CV0752.The horizontal coordinates were scaled from a topographic map and have
 CV0752.an estimated accuracy of +/- 6 seconds.
 CV0752
 CV0752.The orthometric height was determined by differential leveling
 CV0752.and adjusted by the National Geodetic Survey in June 1991..
 CV0752
 CV0752.The geoid height was determined by GEOID03.
 CV0752
 CV0752.The dynamic height is computed by dividing the NAVD 88
 CV0752.geopotential number by the normal gravity value computed on the
 CV0752.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0752.degrees latitude (g = 980.6199 gals.).
 CV0752
 CV0752.The modeled gravity was interpolated from observed gravity values.
 CV0752
 CV0752;                    North         East    Units  Estimated Accuracy
 CV0752;SPC NM E     -   155,840.      216,060.      MT  (+/- 180 meters Scaled)
 CV0752
 CV0752                          SUPERSEDED SURVEY CONTROL
 CV0752
 CV0752  NGVD 29 (??/??/92) 1042.490  (m)         3420.24   (f) ADJ UNCH    1 1
 CV0752
 CV0752.Superseded values are not recommended for survey control.
 CV0752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0752.See file dsdata.txt to determine how the superseded data were derived.
 CV0752
 CV0752_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFR137859(NAD 83)
 CV0752_MARKER: I = METAL ROD
 CV0752_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CV0752_SP_SET: STAINLESS STEEL ROD
 CV0752_STAMPING: E 419 1982
 CV0752_MARK LOGO: NGS   
 CV0752_PROJECTION: FLUSH
 CV0752_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CV0752_ROD/PIPE-DEPTH: 4.0  meters
 CV0752
 CV0752  HISTORY     - Date     Condition        Report By
 CV0752  HISTORY     - 1982     MONUMENTED       NGS
 CV0752  HISTORY     - 1983     GOOD             NGS
 CV0752
 CV0752                          STATION DESCRIPTION
 CV0752
 CV0752'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CV0752'63.4 KM (39.4 MI) EAST FROM CARLSBAD.
 CV0752'27.7 KM (17.2 MI) NORTHEASTERLY ALONG U. S. HIGHWAY 62 AND 180 FROM
 CV0752'THE EAST END OF THE BATAAN BRIDGE OVER THE PECOS RIVER IN CARLSBAD,
 CV0752'THENCE 12.6 KM (7.85 MI) SOUTHERLY ALONG STATE HIGHWAY 31, THENCE 8.1
 CV0752'KM (5.05 MI) EASTERLY ALONG A DIRT ROAD, THENCE 6.0 KM (3.75 MI)
 CV0752'SOUTHERLY ALONG A DIRT ROAD, THENCE 7.2 KM (4.45 MI) EASTERLY ALONG A
 CV0752'PIPELINE ROAD, THENCE 1.8 KM (1.1 MI) NORTHERLY ALONG A DIRT ROAD AND
 CV0752'19.5 METERS (64.0 FT) EAST OF THE CENTER OF THE ROAD.  NOTE=ACCESS TO
 CV0752'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CV0752'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 CV0752'THE MARK IS 0.5 M ABOVE THE ROAD.
 CV0752
 CV0752                          STATION RECOVERY (1983)
 CV0752
 CV0752'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CV0752'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0185 ***********************************************************************
 DT0185  DESIGNATION -  E 42
 DT0185  PID         -  DT0185
 DT0185  STATE/COUNTY-  NM/CATRON
 DT0185  USGS QUAD   -  LUNA (1965)
 DT0185
 DT0185                         *CURRENT SURVEY CONTROL
 DT0185  ___________________________________________________________________
 DT0185* NAD 83(1986)-  33 45 07.     (N)    108 57 21.     (W)     SCALED    
 DT0185* NAVD 88     -      2277.570  (meters)    7472.33   (feet)  ADJUSTED  
 DT0185  ___________________________________________________________________
 DT0185  GEOID HEIGHT-         -22.60  (meters)                     GEOID03
 DT0185  DYNAMIC HT  -        2273.895 (meters)    7460.27  (feet)  COMP
 DT0185  MODELED GRAV-     978,941.0   (mgal)                       NAVD 88
 DT0185
 DT0185  VERT ORDER  -  FIRST     CLASS II
 DT0185
 DT0185.The horizontal coordinates were scaled from a topographic map and have
 DT0185.an estimated accuracy of +/- 6 seconds.
 DT0185
 DT0185.The orthometric height was determined by differential leveling
 DT0185.and adjusted by the National Geodetic Survey in June 1991..
 DT0185
 DT0185.The geoid height was determined by GEOID03.
 DT0185
 DT0185.The dynamic height is computed by dividing the NAVD 88
 DT0185.geopotential number by the normal gravity value computed on the
 DT0185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0185.degrees latitude (g = 980.6199 gals.).
 DT0185
 DT0185.The modeled gravity was interpolated from observed gravity values.
 DT0185
 DT0185;                    North         East    Units  Estimated Accuracy
 DT0185;SPC NM W     -   305,710.      726,000.      MT  (+/- 180 meters Scaled)
 DT0185
 DT0185                          SUPERSEDED SURVEY CONTROL
 DT0185
 DT0185  NGVD 29 (??/??/92) 2276.561  (m)         7469.02   (f) ADJ UNCH    1 2
 DT0185
 DT0185.Superseded values are not recommended for survey control.
 DT0185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0185.See file dsdata.txt to determine how the superseded data were derived.
 DT0185
 DT0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC893365(NAD 83)
 DT0185_MARKER: DB = BENCH MARK DISK
 DT0185_SETTING: 80 = SET IN A BOULDER
 DT0185_SP_SET: BOULDER
 DT0185_STAMPING: E 42 1934
 DT0185_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DT0185+STABILITY: SURFACE MOTION
 DT0185
 DT0185  HISTORY     - Date     Condition        Report By
 DT0185  HISTORY     - 1934     MONUMENTED       CGS
 DT0185  HISTORY     - 1965     GOOD             USGS
 DT0185  HISTORY     - 1980     GOOD             NGS
 DT0185
 DT0185                          STATION DESCRIPTION
 DT0185
 DT0185'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 DT0185'IN LUNA.
 DT0185'LUNA, FROM MORMON CHURCH, 4.9 MILES SOUTH ALONG STATE HIGHWAY 180.
 DT0185'ABOUT 300 FT. SOUTH OF THE CENTERLINE OF THE HIGHWAY IN A CANYON AND
 DT0185'300 FT. NORTH OF A CABIN.  AT THE SOUTH END OF A WASH AT THE TOP OF A
 DT0185'LARGE GRAY BOULDER A STANDARD DISK STAMPED E 42 1934.
 DT0185
 DT0185                          STATION RECOVERY (1980)
 DT0185
 DT0185'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DT0185'8.0 KM (5.0 MI) SOUTHEAST ALONG U.S. HIGHWAY 180 FROM
 DT0185'THE POST OFFICE IN LUNA, 0.6 KM (0.4 MI) NORTHEAST OF
 DT0185'HIGHWAY MILE POST 13, IN THE TOP OF A BOULDER AT THE BOTTOM OF A
 DT0185'RIDGE RUNNING NORTHWEST, 182.9 METERS (600.0 FT) SOUTHWEST OF
 DT0185'THE CENTERLINE OF THE HIGHWAY, 91.4 METERS (300.0 FT) NORTH OF
 DT0185'AN ABANDONED CABIN AT THE SOUTH END OF A WASH, 7.6 METERS (25.0 FT)
 DT0185'NORTHEAST OF THE EAST EDGE OF A CREEK, AND 4.6 METERS (15.0 FT)
 DT0185'NORTH OF A POWER POLE.
 DT0185'THE MARK IS 1.2 M ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0500 ***********************************************************************
 EO0500  DESIGNATION -  E 421
 EO0500  PID         -  EO0500
 EO0500  STATE/COUNTY-  NM/ROOSEVELT
 EO0500  USGS QUAD   -  PORTALES (1985)
 EO0500
 EO0500                         *CURRENT SURVEY CONTROL
 EO0500  ___________________________________________________________________
 EO0500* NAD 83(1986)-  34 11 02.     (N)    103 20 34.     (W)     SCALED    
 EO0500* NAVD 88     -      1221.574  (meters)    4007.78   (feet)  ADJUSTED  
 EO0500  ___________________________________________________________________
 EO0500  GEOID HEIGHT-         -22.91  (meters)                     GEOID03
 EO0500  DYNAMIC HT  -        1220.003 (meters)    4002.63  (feet)  COMP
 EO0500  MODELED GRAV-     979,306.7   (mgal)                       NAVD 88
 EO0500
 EO0500  VERT ORDER  -  FIRST     CLASS II
 EO0500
 EO0500.The horizontal coordinates were scaled from a topographic map and have
 EO0500.an estimated accuracy of +/- 6 seconds.
 EO0500
 EO0500.The orthometric height was determined by differential leveling
 EO0500.and adjusted by the National Geodetic Survey in June 1991..
 EO0500
 EO0500.The geoid height was determined by GEOID03.
 EO0500
 EO0500.The dynamic height is computed by dividing the NAVD 88
 EO0500.geopotential number by the normal gravity value computed on the
 EO0500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0500.degrees latitude (g = 980.6199 gals.).
 EO0500
 EO0500.The modeled gravity was interpolated from observed gravity values.
 EO0500
 EO0500;                    North         East    Units  Estimated Accuracy
 EO0500;SPC NM E     -   353,500.      256,310.      MT  (+/- 180 meters Scaled)
 EO0500
 EO0500                          SUPERSEDED SURVEY CONTROL
 EO0500
 EO0500.No superseded survey control is available for this station.
 EO0500
 EO0500_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFT527837(NAD 83)
 EO0500_MARKER: I = METAL ROD
 EO0500_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 EO0500+WITH SETTING: INFORMATION.
 EO0500_SP_SET: SHALLOW SET METAL ROD
 EO0500_STAMPING: E 421 1982
 EO0500_MARK LOGO: NGS   
 EO0500_PROJECTION: FLUSH
 EO0500_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EO0500_ROD/PIPE-DEPTH: 1.8  meters
 EO0500
 EO0500  HISTORY     - Date     Condition        Report By
 EO0500  HISTORY     - 1982     MONUMENTED       NGS
 EO0500
 EO0500                          STATION DESCRIPTION
 EO0500
 EO0500'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 EO0500'0.5 KM (0.3 MI) SW FROM PORTALES.
 EO0500'0.5 KM (0.3 MI) SOUTHWESTERLY ALONG THE SANTA FE RAILROAD FROM THE
 EO0500'RAILROAD STATION IN PORTALES, 0.2 KM (0.1 MI) NORTHEAST OF MILEPOST
 EO0500'18, 38.8 METERS (127.3 FT) NORTHEAST OF THE CENTER OF A PAVED ROAD
 EO0500'LEADING WEST, 26.4 METERS (86.6 FT) WEST OF THE NORTHWEST CORNER OF A
 EO0500'LARGE TIN BUILDING, 13.0 METERS (42.7 FT) SOUTHEAST OF THE NEAR RAIL
 EO0500'AND 1.7 METERS (5.6 FT) SOUTHWEST OF A UTILITY POLE.  NOTE=REFUSAL WAS
 EO0500'REACHED AT 6.0 FT.  ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 EO0500'CAP.
 EO0500'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 EO0500'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0650 ***********************************************************************
 EQ0650  DESIGNATION -  E 423
 EQ0650  PID         -  EQ0650
 EQ0650  STATE/COUNTY-  NM/VALENCIA
 EQ0650  USGS QUAD   -  VEGUITA (1991)
 EQ0650
 EQ0650                         *CURRENT SURVEY CONTROL
 EQ0650  ___________________________________________________________________
 EQ0650* NAD 83(1986)-  34 32 32.     (N)    106 47 33.     (W)     SCALED    
 EQ0650* NAVD 88     -      1454.055  (meters)    4770.51   (feet)  ADJUSTED  
 EQ0650  ___________________________________________________________________
 EQ0650  GEOID HEIGHT-         -21.86  (meters)                     GEOID03
 EQ0650  DYNAMIC HT  -        1452.043 (meters)    4763.91  (feet)  COMP
 EQ0650  MODELED GRAV-     979,200.9   (mgal)                       NAVD 88
 EQ0650
 EQ0650  VERT ORDER  -  FIRST     CLASS II
 EQ0650
 EQ0650.The horizontal coordinates were scaled from a topographic map and have
 EQ0650.an estimated accuracy of +/- 6 seconds.
 EQ0650
 EQ0650.The orthometric height was determined by differential leveling
 EQ0650.and adjusted by the National Geodetic Survey in June 1991..
 EQ0650
 EQ0650.The geoid height was determined by GEOID03.
 EQ0650
 EQ0650.The dynamic height is computed by dividing the NAVD 88
 EQ0650.geopotential number by the normal gravity value computed on the
 EQ0650.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0650.degrees latitude (g = 980.6199 gals.).
 EQ0650
 EQ0650.The modeled gravity was interpolated from observed gravity values.
 EQ0650
 EQ0650;                    North         East    Units  Estimated Accuracy
 EQ0650;SPC NM C     -   392,930.      450,210.      MT  (+/- 180 meters Scaled)
 EQ0650
 EQ0650                          SUPERSEDED SURVEY CONTROL
 EQ0650
 EQ0650.No superseded survey control is available for this station.
 EQ0650
 EQ0650_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU355237(NAD 83)
 EQ0650_MARKER: I = METAL ROD
 EQ0650_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EQ0650_SP_SET: STAINLESS STEEL ROD
 EQ0650_STAMPING: E 423 1982
 EQ0650_MARK LOGO: NGS   
 EQ0650_PROJECTION: FLUSH
 EQ0650_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EQ0650_ROD/PIPE-DEPTH: 21.9 meters
 EQ0650
 EQ0650  HISTORY     - Date     Condition        Report By
 EQ0650  HISTORY     - 1982     MONUMENTED       NGS
 EQ0650
 EQ0650                          STATION DESCRIPTION
 EQ0650
 EQ0650'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 EQ0650'14.1 KM (8.75 MI) NORTH FROM BERNARDO.
 EQ0650'14.1 KM (8.75 MI) NORTHERLY ALONG STATE HIGHWAY 116 FROM ITS JUNCTION
 EQ0650'WITH U. S. HIGHWAY 60 IN BERNARDO, 0.3 KM (0.2 MI) SOUTH OF MILEPOST
 EQ0650'9, 39.4 KM (129.3 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, 14.2
 EQ0650'METERS (46.6 FT) EAST OF THE NEAR RAIL OF THE SANTA FE RAILROAD, 5.1
 EQ0650'METERS (16.7 FT) SOUTH OF THE CENTER OF A DIRT ROAD AND 2.5 METERS
 EQ0650'(8.2 FT) SOUTH-SOUTHEAST OF A UTILITY POLE.  NOTE=ACCESS TO THE DATUM
 EQ0650'POINT IS THROUGH A 5-INCH LOGO CAP.
 EQ0650'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST AND FENCE
 EQ0650'THE MARK IS 1.6 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0808 ***********************************************************************
 FO0808  DESIGNATION -  E 424
 FO0808  PID         -  FO0808
 FO0808  STATE/COUNTY-  NM/BERNALILLO
 FO0808  USGS QUAD   -  ALBUQUERQUE WEST (1990)
 FO0808
 FO0808                         *CURRENT SURVEY CONTROL
 FO0808  ___________________________________________________________________
 FO0808* NAD 83(1986)-  35 06 23.     (N)    106 39 30.     (W)     SCALED    
 FO0808* NAVD 88     -      1518.349  (meters)    4981.45   (feet)  ADJUSTED  
 FO0808  ___________________________________________________________________
 FO0808  GEOID HEIGHT-         -21.34  (meters)                     GEOID03
 FO0808  DYNAMIC HT  -        1516.278 (meters)    4974.66  (feet)  COMP
 FO0808  MODELED GRAV-     979,217.9   (mgal)                       NAVD 88
 FO0808
 FO0808  VERT ORDER  -  FIRST     CLASS II
 FO0808
 FO0808.The horizontal coordinates were scaled from a topographic map and have
 FO0808.an estimated accuracy of +/- 6 seconds.
 FO0808
 FO0808.The orthometric height was determined by differential leveling
 FO0808.and adjusted by the National Geodetic Survey in June 1991..
 FO0808
 FO0808.The geoid height was determined by GEOID03.
 FO0808
 FO0808.The dynamic height is computed by dividing the NAVD 88
 FO0808.geopotential number by the normal gravity value computed on the
 FO0808.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0808.degrees latitude (g = 980.6199 gals.).
 FO0808
 FO0808.The modeled gravity was interpolated from observed gravity values.
 FO0808
 FO0808;                    North         East    Units  Estimated Accuracy
 FO0808;SPC NM C     -   455,450.      462,780.      MT  (+/- 180 meters Scaled)
 FO0808
 FO0808                          SUPERSEDED SURVEY CONTROL
 FO0808
 FO0808  NGVD 29 (??/??/92) 1517.538  (m)         4978.79   (f) ADJ UNCH    1 2
 FO0808
 FO0808.Superseded values are not recommended for survey control.
 FO0808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0808.See file dsdata.txt to determine how the superseded data were derived.
 FO0808
 FO0808_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU488860(NAD 83)
 FO0808_MARKER: DB = BENCH MARK DISK
 FO0808_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 FO0808_SP_SET: ABUTMENT
 FO0808_STAMPING: E 424 1982
 FO0808_MARK LOGO: NGS   
 FO0808_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FO0808+STABILITY: POSITION/ELEVATION WELL
 FO0808
 FO0808  HISTORY     - Date     Condition        Report By
 FO0808  HISTORY     - 1982     MONUMENTED       NGS
 FO0808  HISTORY     - 1982     GOOD             NGS
 FO0808  HISTORY     - 1984     GOOD             NGS
 FO0808  HISTORY     - 20050116 MARK NOT FOUND   GEOCAC
 FO0808
 FO0808                          STATION DESCRIPTION
 FO0808
 FO0808'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FO0808'IN ALBUQUERQUE.
 FO0808'IN ALBUQUERQUE, AT THE JUNCTION OF TWELFTH STREET AND INTERSTATE
 FO0808'HIGHWAY 40, IN TOP OF AND 0.1 METER (0.3 FT) SOUTH OF THE NORTH END OF
 FO0808'THE WEST CONCRETE ABUTMENT OF THE WESTBOUND OVERPASS OF TWELFTH
 FO0808'STREET, 25.1 METERS (82.4 FT) WEST OF THE CENTER OF TWELFTH STREET,
 FO0808'AND 9.4 METERS (30.8 FT) NORTH OF THE CENTER OF THE WESTBOUND LANES OF
 FO0808'THE HIGHWAY.
 FO0808'THE MARK IS 1.1 M BELOW THE HIGHWAY.
 FO0808
 FO0808                          STATION RECOVERY (1982)
 FO0808
 FO0808'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FO0808'RECOVERED IN GOOD CONDITION.
 FO0808
 FO0808                          STATION RECOVERY (1984)
 FO0808
 FO0808'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FO0808'RECOVERED IN GOOD CONDITION.
 FO0808
 FO0808                          STATION RECOVERY (2005)
 FO0808
 FO0808'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 FO0808'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0840 ***********************************************************************
 FO0840  DESIGNATION -  E 425
 FO0840  PID         -  FO0840
 FO0840  STATE/COUNTY-  NM/BERNALILLO
 FO0840  USGS QUAD   -  CANONCITO SCHOOL (1971)
 FO0840
 FO0840                         *CURRENT SURVEY CONTROL
 FO0840  ___________________________________________________________________
 FO0840* NAD 83(1986)-  35 00 24.     (N)    107 02 27.     (W)     SCALED    
 FO0840* NAVD 88     -      1674.026  (meters)    5492.20   (feet)  ADJUSTED  
 FO0840  ___________________________________________________________________
 FO0840  GEOID HEIGHT-         -21.37  (meters)                     GEOID03
 FO0840  DYNAMIC HT  -        1671.727 (meters)    5484.66  (feet)  COMP
 FO0840  MODELED GRAV-     979,202.1   (mgal)                       NAVD 88
 FO0840
 FO0840  VERT ORDER  -  FIRST     CLASS II
 FO0840
 FO0840.The horizontal coordinates were scaled from a topographic map and have
 FO0840.an estimated accuracy of +/- 6 seconds.
 FO0840
 FO0840.The orthometric height was determined by differential leveling
 FO0840.and adjusted by the National Geodetic Survey in June 1991..
 FO0840
 FO0840.The geoid height was determined by GEOID03.
 FO0840
 FO0840.The dynamic height is computed by dividing the NAVD 88
 FO0840.geopotential number by the normal gravity value computed on the
 FO0840.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0840.degrees latitude (g = 980.6199 gals.).
 FO0840
 FO0840.The modeled gravity was interpolated from observed gravity values.
 FO0840
 FO0840;                    North         East    Units  Estimated Accuracy
 FO0840;SPC NM C     -   444,600.      427,820.      MT  (+/- 180 meters Scaled)
 FO0840
 FO0840                          SUPERSEDED SURVEY CONTROL
 FO0840
 FO0840.No superseded survey control is available for this station.
 FO0840
 FO0840_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU137756(NAD 83)
 FO0840_MARKER: I = METAL ROD
 FO0840_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FO0840_SP_SET: STAINLESS STEEL ROD
 FO0840_STAMPING: E 425 1982
 FO0840_MARK LOGO: NGS   
 FO0840_PROJECTION: FLUSH
 FO0840_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FO0840_ROD/PIPE-DEPTH: 3.4  meters
 FO0840
 FO0840  HISTORY     - Date     Condition        Report By
 FO0840  HISTORY     - 1982     MONUMENTED       NGS
 FO0840
 FO0840                          STATION DESCRIPTION
 FO0840
 FO0840'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FO0840'33.0 KM (20.5 MI) SW FROM ALBUQUERQUE.
 FO0840'33.0 KM (20.5 MI) SOUTHWESTERLY ALONG INTERSTATE HIGHWAY 40 FROM ITS
 FO0840'JUNCTION WITH STATE HIGHWAY 448 AT THE NORTHWEST EDGE OF ALBUQUERQUE,
 FO0840'0.7 KM (0.45 MI) SOUTHWEST OF MILEPOST 135, 32.0 METERS (105.0 FT)
 FO0840'NORTHWEST OF THE CENTERLINE OF THE SOUTHWEST BOUND LANES OF THE
 FO0840'HIGHWAY AND 9.1 METERS (29.9 MI) NORTHEAST OF THE CENTER OF A FIELD
 FO0840'ENTRANCE AND CATTLE GUARD.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH
 FO0840'A 5-INCH LOGO CAP.
 FO0840'THE MARK IS 0.3 METERS  SW FROM  A FENCE AND WITNESS POST
 FO0840'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0854 ***********************************************************************
 FO0854  DESIGNATION -  E 426
 FO0854  PID         -  FO0854
 FO0854  STATE/COUNTY-  NM/CIBOLA
 FO0854  USGS QUAD   -  GRANTS (1995)
 FO0854
 FO0854                         *CURRENT SURVEY CONTROL
 FO0854  ___________________________________________________________________
 FO0854* NAD 83(1986)-  35 08 42.     (N)    107 50 26.     (W)     SCALED    
 FO0854* NAVD 88     -      1960.159  (meters)    6430.95   (feet)  ADJUSTED  
 FO0854  ___________________________________________________________________
 FO0854  GEOID HEIGHT-         -20.47  (meters)                     GEOID03
 FO0854  DYNAMIC HT  -        1957.361 (meters)    6421.78  (feet)  COMP
 FO0854  MODELED GRAV-     979,137.2   (mgal)                       NAVD 88
 FO0854
 FO0854  VERT ORDER  -  FIRST     CLASS II
 FO0854
 FO0854.The horizontal coordinates were scaled from a topographic map and have
 FO0854.an estimated accuracy of +/- 6 seconds.
 FO0854
 FO0854.The orthometric height was determined by differential leveling
 FO0854.and adjusted by the National Geodetic Survey in June 1991..
 FO0854
 FO0854.The geoid height was determined by GEOID03.
 FO0854
 FO0854.The dynamic height is computed by dividing the NAVD 88
 FO0854.geopotential number by the normal gravity value computed on the
 FO0854.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0854.degrees latitude (g = 980.6199 gals.).
 FO0854
 FO0854.The modeled gravity was interpolated from observed gravity values.
 FO0854
 FO0854;                    North         East    Units  Estimated Accuracy
 FO0854;SPC NM W     -   459,670.      829,340.      MT  (+/- 180 meters Scaled)
 FO0854
 FO0854                          SUPERSEDED SURVEY CONTROL
 FO0854
 FO0854.No superseded survey control is available for this station.
 FO0854
 FO0854_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBU412928(NAD 83)
 FO0854_MARKER: I = METAL ROD
 FO0854_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FO0854_SP_SET: STAINLESS STEEL ROD
 FO0854_STAMPING: E 426 1982
 FO0854_MARK LOGO: NGS   
 FO0854_PROJECTION: FLUSH
 FO0854_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FO0854_ROD/PIPE-DEPTH: 21.9 meters
 FO0854
 FO0854  HISTORY     - Date     Condition        Report By
 FO0854  HISTORY     - 1982     MONUMENTED       NGS
 FO0854  HISTORY     - 19990909 GOOD             USPSQD
 FO0854
 FO0854                          STATION DESCRIPTION
 FO0854
 FO0854'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FO0854'1.0 KM (0.6 MI) SE FROM GRANTS.
 FO0854'1.0 KM (0.6 MI) SOUTHEASTERLY ALONG THE SANTA FE RAILROAD FROM THE
 FO0854'RAILROAD STATION IN GRANTS, 24.0 METERS (78.7 FT) SOUTHEAST OF THE
 FO0854'EXTENED CENTER OF NIMITZ STREET, 16.2 METERS (53.1 FT) NORTHEAST OF
 FO0854'THE NEAR RAIL AND 0.9 METER (3.0 FT) NORTHWEST OF A UTILITY POLE.
 FO0854'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 FO0854'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 FO0854'THE MARK IS 4.5 M BELOW THE TRACKS.
 FO0854
 FO0854                          STATION RECOVERY (1999)
 FO0854
 FO0854'RECOVERY NOTE BY US POWER SQUADRON 1999
 FO0854'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0561 ***********************************************************************
 EO0561  DESIGNATION -  E 427
 EO0561  PID         -  EO0561
 EO0561  STATE/COUNTY-  NM/CURRY
 EO0561  USGS QUAD   -  MELROSE EAST (1972)
 EO0561
 EO0561                         *CURRENT SURVEY CONTROL
 EO0561  ___________________________________________________________________
 EO0561* NAD 83(1986)-  34 24 57.     (N)    103 30 12.     (W)     SCALED    
 EO0561* NAVD 88     -      1337.082  (meters)    4386.74   (feet)  ADJUSTED  
 EO0561  ___________________________________________________________________
 EO0561  GEOID HEIGHT-         -23.17  (meters)                     GEOID03
 EO0561  DYNAMIC HT  -        1335.337 (meters)    4381.02  (feet)  COMP
 EO0561  MODELED GRAV-     979,283.2   (mgal)                       NAVD 88
 EO0561
 EO0561  VERT ORDER  -  FIRST     CLASS II
 EO0561
 EO0561.The horizontal coordinates were scaled from a topographic map and have
 EO0561.an estimated accuracy of +/- 6 seconds.
 EO0561
 EO0561.The orthometric height was determined by differential leveling
 EO0561.and adjusted by the National Geodetic Survey in June 1991..
 EO0561
 EO0561.The geoid height was determined by GEOID03.
 EO0561
 EO0561.The dynamic height is computed by dividing the NAVD 88
 EO0561.geopotential number by the normal gravity value computed on the
 EO0561.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0561.degrees latitude (g = 980.6199 gals.).
 EO0561
 EO0561.The modeled gravity was interpolated from observed gravity values.
 EO0561
 EO0561;                    North         East    Units  Estimated Accuracy
 EO0561;SPC NM E     -   379,090.      241,300.      MT  (+/- 180 meters Scaled)
 EO0561
 EO0561                          SUPERSEDED SURVEY CONTROL
 EO0561
 EO0561.No superseded survey control is available for this station.
 EO0561
 EO0561_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFU375092(NAD 83)
 EO0561_MARKER: I = METAL ROD
 EO0561_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EO0561_SP_SET: STAINLESS STEEL ROD
 EO0561_STAMPING: E 427 1982
 EO0561_MARK LOGO: NGS   
 EO0561_PROJECTION: FLUSH
 EO0561_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EO0561_ROD/PIPE-DEPTH: 5.8  meters
 EO0561
 EO0561  HISTORY     - Date     Condition        Report By
 EO0561  HISTORY     - 1982     MONUMENTED       NGS
 EO0561
 EO0561                          STATION DESCRIPTION
 EO0561
 EO0561'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 EO0561'27.2 KM (17.1 MI) WEST FROM CLOVIS.
 EO0561'27.2 KM (17.1 MI) WESTERLY ALONG THE SANTA FE RAILROAD FROM THE
 EO0561'RAILROAD STATION IN CLOVIS, 24.2 METERS (79.4 FT) WEST OF THE CENTER
 EO0561'OF A DIRT ROAD, 16.6 METERS (54.5 FT) SOUTH OF THE NEAR RAIL, 8.9
 EO0561'METERS (29.2 FT) NORTH OF A FENCE, 3.5 METERS (11.5 FT) NORTH OF THE
 EO0561'CENTER OF A TRACK ROAD AND 0.9 METER (3.0 FT) WEST OF A UTILITY POLE.
 EO0561'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 EO0561'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 EO0561'THE MARK IS 3.5 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0496 ***********************************************************************
 EP0496  DESIGNATION -  E 428
 EP0496  PID         -  EP0496
 EP0496  STATE/COUNTY-  NM/DE BACA
 EP0496  USGS QUAD   -  YESO NW (1966)
 EP0496
 EP0496                         *CURRENT SURVEY CONTROL
 EP0496  ___________________________________________________________________
 EP0496* NAD 83(1986)-  34 27 33.     (N)    104 41 25.     (W)     SCALED    
 EP0496* NAVD 88     -      1492.802  (meters)    4897.63   (feet)  ADJUSTED  
 EP0496  ___________________________________________________________________
 EP0496  GEOID HEIGHT-         -22.89  (meters)                     GEOID03
 EP0496  DYNAMIC HT  -        1490.737 (meters)    4890.86  (feet)  COMP
 EP0496  MODELED GRAV-     979,200.0   (mgal)                       NAVD 88
 EP0496
 EP0496  VERT ORDER  -  FIRST     CLASS II
 EP0496
 EP0496.The horizontal coordinates were scaled from a topographic map and have
 EP0496.an estimated accuracy of +/- 6 seconds.
 EP0496
 EP0496.The orthometric height was determined by differential leveling
 EP0496.and adjusted by the National Geodetic Survey in June 1991..
 EP0496
 EP0496.The geoid height was determined by GEOID03.
 EP0496
 EP0496.The dynamic height is computed by dividing the NAVD 88
 EP0496.geopotential number by the normal gravity value computed on the
 EP0496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EP0496.degrees latitude (g = 980.6199 gals.).
 EP0496
 EP0496.The modeled gravity was interpolated from observed gravity values.
 EP0496
 EP0496;                    North         East    Units  Estimated Accuracy
 EP0496;SPC NM E     -   383,640.      132,210.      MT  (+/- 180 meters Scaled)
 EP0496
 EP0496                          SUPERSEDED SURVEY CONTROL
 EP0496
 EP0496.No superseded survey control is available for this station.
 EP0496
 EP0496_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEU284131(NAD 83)
 EP0496_MARKER: I = METAL ROD
 EP0496_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EP0496_SP_SET: STAINLESS STEEL ROD
 EP0496_STAMPING: E 428 1982
 EP0496_MARK LOGO: NGS   
 EP0496_PROJECTION: FLUSH
 EP0496_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EP0496_ROD/PIPE-DEPTH: 5.2  meters
 EP0496
 EP0496  HISTORY     - Date     Condition        Report By
 EP0496  HISTORY     - 1982     MONUMENTED       NGS
 EP0496
 EP0496                          STATION DESCRIPTION
 EP0496
 EP0496'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 EP0496'42.0 KM (26.1 MI) WEST FROM FORT SUMNER.
 EP0496'42.0 KM (26.1 MI) WESTERLY ALONG U.S. HIGHWAY 60 FROM ITS JUNCTION
 EP0496'WITH U.S. HIGHWAY 84 IN FORT SUMNER, 22.4 METERS (73.5 FT) SOUTH OF
 EP0496'THE CENTERLINE OF THE HIGHWAY AND 15.0 METERS (49.2 FT) SOUTH OF
 EP0496'MILEPOST 301.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 EP0496'CAP.
 EP0496'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST AND FENCE
 EP0496'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0520 ***********************************************************************
 EP0520  DESIGNATION -  E 429
 EP0520  PID         -  EP0520
 EP0520  STATE/COUNTY-  NM/GUADALUPE
 EP0520  USGS QUAD   -  VAUGHN (1978)
 EP0520
 EP0520                         *CURRENT SURVEY CONTROL
 EP0520  ___________________________________________________________________
 EP0520* NAD 83(1986)-  34 35 41.     (N)    105 10 39.     (W)     SCALED    
 EP0520* NAVD 88     -      1801.229  (meters)    5909.53   (feet)  ADJUSTED  
 EP0520  ___________________________________________________________________
 EP0520  GEOID HEIGHT-         -20.92  (meters)                     GEOID03
 EP0520  DYNAMIC HT  -        1798.700 (meters)    5901.23  (feet)  COMP
 EP0520  MODELED GRAV-     979,166.9   (mgal)                       NAVD 88
 EP0520
 EP0520  VERT ORDER  -  FIRST     CLASS II
 EP0520
 EP0520.The horizontal coordinates were scaled from a topographic map and have
 EP0520.an estimated accuracy of +/- 6 seconds.
 EP0520
 EP0520.The orthometric height was determined by differential leveling
 EP0520.and adjusted by the National Geodetic Survey in June 1991..
 EP0520
 EP0520.The geoid height was determined by GEOID03.
 EP0520
 EP0520.The dynamic height is computed by dividing the NAVD 88
 EP0520.geopotential number by the normal gravity value computed on the
 EP0520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EP0520.degrees latitude (g = 980.6199 gals.).
 EP0520
 EP0520.The modeled gravity was interpolated from observed gravity values.
 EP0520
 EP0520;                    North         East    Units  Estimated Accuracy
 EP0520;SPC NM E     -   398,950.       87,570.      MT  (+/- 180 meters Scaled)
 EP0520
 EP0520                          SUPERSEDED SURVEY CONTROL
 EP0520
 EP0520.No superseded survey control is available for this station.
 EP0520
 EP0520_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDU837281(NAD 83)
 EP0520_MARKER: I = METAL ROD
 EP0520_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 EP0520+WITH SETTING: INFORMATION.
 EP0520_SP_SET: SHALLOW SET METAL ROD
 EP0520_STAMPING: E 429 1982
 EP0520_MARK LOGO: NGS   
 EP0520_PROJECTION: FLUSH
 EP0520_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EP0520_ROD/PIPE-DEPTH: 1.8  meters
 EP0520
 EP0520  HISTORY     - Date     Condition        Report By
 EP0520  HISTORY     - 1982     MONUMENTED       NGS
 EP0520
 EP0520                          STATION DESCRIPTION
 EP0520
 EP0520'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 EP0520'2.2 KM (1.35 MI) EAST FROM VAUGHN.
 EP0520'2.2 KM (1.35 MI) EASTERLY ALONG U.S. HIGHWAY 60 FROM THE SANTA FE
 EP0520'RAILROAD STATION IN VAUGHN, 0.5 KM (0.3 MI) NORTHWEST OF MILEPOST 272,
 EP0520'AT THE JUNCTION OF U.S. HIGHWAY 54 LEADING NORTH, 22.6 METERS (74.1
 EP0520'FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY AND 5.2 METERS (17.1 FT)
 EP0520'EAST OF THE CENTER OF A FIELD ENTRANCE.  NOTE=REFUSAL WAS REACHED AT
 EP0520'6.0 FT.  ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 EP0520'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST AND FENCE
 EP0520'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0109 ***********************************************************************
 FP0109  DESIGNATION -  E 43
 FP0109  PID         -  FP0109
 FP0109  STATE/COUNTY-  NM/MCKINLEY
 FP0109  USGS QUAD   -  BREAD SPRINGS (1995)
 FP0109
 FP0109                         *CURRENT SURVEY CONTROL
 FP0109  ___________________________________________________________________
 FP0109* NAD 83(1986)-  35 26 45.     (N)    108 44 45.     (W)     SCALED    
 FP0109* NAVD 88     -      2046.465  (meters)    6714.11   (feet)  ADJUSTED  
 FP0109  ___________________________________________________________________
 FP0109  GEOID HEIGHT-         -21.28  (meters)                     GEOID03
 FP0109  DYNAMIC HT  -        2043.537 (meters)    6704.50  (feet)  COMP
 FP0109  MODELED GRAV-     979,130.0   (mgal)                       NAVD 88
 FP0109
 FP0109  VERT ORDER  -  SECOND    CLASS 0
 FP0109
 FP0109.The horizontal coordinates were scaled from a topographic map and have
 FP0109.an estimated accuracy of +/- 6 seconds.
 FP0109
 FP0109.The orthometric height was determined by differential leveling
 FP0109.and adjusted by the National Geodetic Survey in June 1991..
 FP0109
 FP0109.The geoid height was determined by GEOID03.
 FP0109
 FP0109.The dynamic height is computed by dividing the NAVD 88
 FP0109.geopotential number by the normal gravity value computed on the
 FP0109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0109.degrees latitude (g = 980.6199 gals.).
 FP0109
 FP0109.The modeled gravity was interpolated from observed gravity values.
 FP0109
 FP0109;                    North         East    Units  Estimated Accuracy
 FP0109;SPC NM W     -   493,420.      747,160.      MT  (+/- 180 meters Scaled)
 FP0109
 FP0109                          SUPERSEDED SURVEY CONTROL
 FP0109
 FP0109  NGVD 29 (??/??/92) 2045.473  (m)         6710.86   (f) ADJ UNCH    2 0
 FP0109
 FP0109.Superseded values are not recommended for survey control.
 FP0109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0109.See file dsdata.txt to determine how the superseded data were derived.
 FP0109
 FP0109_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYE045248(NAD 83)
 FP0109_MARKER: DB = BENCH MARK DISK
 FP0109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FP0109_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FP0109_STAMPING: E-43 1934
 FP0109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FP0109+STABILITY: SURFACE MOTION
 FP0109
 FP0109  HISTORY     - Date     Condition        Report By
 FP0109  HISTORY     - 1934     MONUMENTED       CGS
 FP0109  HISTORY     - 1963     MARK NOT FOUND   USGS
 FP0109
 FP0109                          STATION DESCRIPTION
 FP0109
 FP0109'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FP0109'7.7 MI S FROM GALLUP.
 FP0109'7.7 MILES SOUTH OF POST OFFICE, ON STATE HWY. NO. 32 0.7 OF A MILE
 FP0109'SOUTH OF BUILDINGS AT HOG RANCH.  ABOUT 150 YARDS EAST OF AN INDIAN
 FP0109'SHACK.  65 YARDS NORTH EAST OF THE EAST END OF A SANDSTONE LEDGE.  35
 FP0109'FEET EAST OF CENTER LINE OF HIGHWAY.
 FP0109
 FP0109                          STATION RECOVERY (1963)
 FP0109
 FP0109'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 FP0109'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0374 ***********************************************************************
 FP0374  DESIGNATION -  E 430
 FP0374  PID         -  FP0374
 FP0374  STATE/COUNTY-  NM/MCKINLEY
 FP0374  USGS QUAD   -  MANUELITO (1979)
 FP0374
 FP0374                         *CURRENT SURVEY CONTROL
 FP0374  ___________________________________________________________________
 FP0374* NAD 83(1986)-  35 27 43.     (N)    108 56 33.     (W)     SCALED    
 FP0374* NAVD 88     -      1920.821  (meters)    6301.89   (feet)  ADJUSTED  
 FP0374  ___________________________________________________________________
 FP0374  GEOID HEIGHT-         -21.52  (meters)                     GEOID03
 FP0374  DYNAMIC HT  -        1918.117 (meters)    6293.02  (feet)  COMP
 FP0374  MODELED GRAV-     979,157.8   (mgal)                       NAVD 88
 FP0374
 FP0374  VERT ORDER  -  FIRST     CLASS II
 FP0374
 FP0374.The horizontal coordinates were scaled from a topographic map and have
 FP0374.an estimated accuracy of +/- 6 seconds.
 FP0374
 FP0374.The orthometric height was determined by differential leveling
 FP0374.and adjusted by the National Geodetic Survey in June 1991..
 FP0374
 FP0374.The geoid height was determined by GEOID03.
 FP0374
 FP0374.The dynamic height is computed by dividing the NAVD 88
 FP0374.geopotential number by the normal gravity value computed on the
 FP0374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0374.degrees latitude (g = 980.6199 gals.).
 FP0374
 FP0374.The modeled gravity was interpolated from observed gravity values.
 FP0374
 FP0374;                    North         East    Units  Estimated Accuracy
 FP0374;SPC NM W     -   495,390.      729,330.      MT  (+/- 180 meters Scaled)
 FP0374
 FP0374                          SUPERSEDED SURVEY CONTROL
 FP0374
 FP0374.No superseded survey control is available for this station.
 FP0374
 FP0374_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXE867262(NAD 83)
 FP0374_MARKER: DB = BENCH MARK DISK
 FP0374_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 FP0374_SP_SET: ABUTMENT
 FP0374_STAMPING: E 430 1983
 FP0374_MARK LOGO: NGS   
 FP0374_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FP0374+STABILITY: POSITION/ELEVATION WELL
 FP0374
 FP0374  HISTORY     - Date     Condition        Report By
 FP0374  HISTORY     - 1983     MONUMENTED       NGS
 FP0374
 FP0374                          STATION DESCRIPTION
 FP0374
 FP0374'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FP0374'18.5 KM (11.5 MI) SW FROM GALLUP.
 FP0374'18.5 KM (11.5 MI) SOUTHWESTERLY ALONG INTERSTATE HIGHWAY 40 FROM ITS
 FP0374'JUNCTION WITH U. S. HIGHWAY 666 IN GALLUP, IN TOP OF AND 0.2 METER
 FP0374'(0.7 FT) NORTHWEST OF THE SOUTHEAST END OF THE NORTHEAST CONCRETE
 FP0374'ABUTMENT OF THE SANTA FE RAILROAD OVERPASS OF THE PUERCO RIVER, 64.9
 FP0374'METERS (212.9 FT) NORTHWEST OF THE CENTERLINE OF THE SOUTHWEST BOUND
 FP0374'LANES OF THE HIGHWAY AND 2.0 METERS (6.6 FT) SOUTHEAST OF THE NEAR
 FP0374'RAIL.
 FP0374'THE MARK IS 0.9 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GO0234 ***********************************************************************
 GO0234  DESIGNATION -  E 431
 GO0234  PID         -  GO0234
 GO0234  STATE/COUNTY-  NM/SAN JUAN
 GO0234  USGS QUAD   -  FLORA VISTA (1979)
 GO0234
 GO0234                         *CURRENT SURVEY CONTROL
 GO0234  ___________________________________________________________________
 GO0234* NAD 83(1986)-  36 49 26.     (N)    108 02 19.     (W)     SCALED    
 GO0234* NAVD 88     -      1725.912  (meters)    5662.43   (feet)  ADJUSTED  
 GO0234  ___________________________________________________________________
 GO0234  GEOID HEIGHT-         -20.86  (meters)                     GEOID03
 GO0234  DYNAMIC HT  -        1723.749 (meters)    5655.33  (feet)  COMP
 GO0234  MODELED GRAV-     979,318.0   (mgal)                       NAVD 88
 GO0234
 GO0234  VERT ORDER  -  FIRST     CLASS II
 GO0234
 GO0234.The horizontal coordinates were scaled from a topographic map and have
 GO0234.an estimated accuracy of +/- 6 seconds.
 GO0234
 GO0234.The orthometric height was determined by differential leveling
 GO0234.and adjusted by the National Geodetic Survey in June 1991..
 GO0234
 GO0234.The geoid height was determined by GEOID03.
 GO0234
 GO0234.The dynamic height is computed by dividing the NAVD 88
 GO0234.geopotential number by the normal gravity value computed on the
 GO0234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GO0234.degrees latitude (g = 980.6199 gals.).
 GO0234
 GO0234.The modeled gravity was interpolated from observed gravity values.
 GO0234
 GO0234;                    North         East    Units  Estimated Accuracy
 GO0234;SPC NM W     -   645,960.      811,690.      MT  (+/- 180 meters Scaled)
 GO0234
 GO0234                          SUPERSEDED SURVEY CONTROL
 GO0234
 GO0234.No superseded survey control is available for this station.
 GO0234
 GO0234_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYF641794(NAD 83)
 GO0234_MARKER: I = METAL ROD
 GO0234_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GO0234_SP_SET: STAINLESS STEEL ROD
 GO0234_STAMPING: E 431 1983
 GO0234_MARK LOGO: NGS   
 GO0234_PROJECTION: FLUSH
 GO0234_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GO0234_ROD/PIPE-DEPTH: 7.3  meters
 GO0234
 GO0234  HISTORY     - Date     Condition        Report By
 GO0234  HISTORY     - 1983     MONUMENTED       NGS
 GO0234
 GO0234                          STATION DESCRIPTION
 GO0234
 GO0234'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GO0234'20.0 KM (12.4 MI) NE FROM FARMINGTON.
 GO0234'20.0 KM (12.4 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 550 FROM ITS
 GO0234'JUNCTION WITH STATE HIGHWAY 371 (LAKE STREET) IN FARMINGTON,
 GO0234'24.0 METERS (78.7 FT) WEST OF THE NORTHWEST CORNER OF CARLEYS MARINE,
 GO0234'21.6 METERS (70.9 FT) SOUTH OF THE CENTERLINE OF THE NORTHEAST BOUND
 GO0234'LANES OF THE HIGHWAY, 0.7 METER (2.3 FT) NORTHWEST OF THE NORTHWEST
 GO0234'CORNER OF A CHAIN LINK FENCE, AND 0.7 METERS (2.3 FT) NORTHEAST OF
 GO0234'UTILITY POLE NUMBER 84.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A
 GO0234'5-INCH LOGO CAP.
 GO0234'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 GO0234'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GO0210 ***********************************************************************
 GO0210  DESIGNATION -  E 432
 GO0210  PID         -  GO0210
 GO0210  STATE/COUNTY-  NM/SAN JUAN
 GO0210  USGS QUAD   -  KIRTLAND (1979)
 GO0210
 GO0210                         *CURRENT SURVEY CONTROL
 GO0210  ___________________________________________________________________
 GO0210* NAD 83(1992)-  36 44 45.43369(N)    108 22 07.08437(W)     ADJUSTED  
 GO0210* NAVD 88     -      1596.394  (meters)    5237.50   (feet)  ADJUSTED  
 GO0210  ___________________________________________________________________
 GO0210  X           -  -1,612,887.305 (meters)                     COMP
 GO0210  Y           -  -4,857,394.564 (meters)                     COMP
 GO0210  Z           -   3,795,782.241 (meters)                     COMP
 GO0210  LAPLACE CORR-           0.43  (seconds)                    DEFLEC99
 GO0210  ELLIP HEIGHT-        1575.26  (meters)          (08/10/01) GPS OBS
 GO0210  GEOID HEIGHT-         -21.15  (meters)                     GEOID03
 GO0210  DYNAMIC HT  -        1594.447 (meters)    5231.11  (feet)  COMP
 GO0210  MODELED GRAV-     979,356.3   (mgal)                       NAVD 88
 GO0210
 GO0210  HORZ ORDER  -  FIRST
 GO0210  VERT ORDER  -  FIRST     CLASS II
 GO0210  ELLP ORDER  -  THIRD     CLASS II
 GO0210
 GO0210.The horizontal coordinates were established by GPS observations
 GO0210.and adjusted by the National Geodetic Survey in March 1997..
 GO0210
 GO0210.The orthometric height was determined by differential leveling
 GO0210.and adjusted by the National Geodetic Survey in June 1991..
 GO0210
 GO0210.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GO0210
 GO0210.The Laplace correction was computed from DEFLEC99 derived deflections.
 GO0210
 GO0210.The ellipsoidal height was determined by GPS observations
 GO0210.and is referenced to NAD 83.
 GO0210
 GO0210.The geoid height was determined by GEOID03.
 GO0210
 GO0210.The dynamic height is computed by dividing the NAVD 88
 GO0210.geopotential number by the normal gravity value computed on the
 GO0210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GO0210.degrees latitude (g = 980.6199 gals.).
 GO0210
 GO0210.The modeled gravity was interpolated from observed gravity values.
 GO0210
 GO0210;                    North         East     Units Scale Factor Converg.
 GO0210;SPC NM W     -   637,424.293   782,197.678   MT  0.99994481   -0 19 12.9
 GO0210;SPC NM W     - 2,091,282.87  2,566,260.22   sFT  0.99994481   -0 19 12.9
 GO0210;UTM  12      - 4,069,919.570   734,928.840   MT  1.00028000   +1 34 29.9
 GO0210
 GO0210!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GO0210!SPC NM W     -   0.99975285  x   0.99994481  =   0.99969767
 GO0210!UTM  12      -   0.99975285  x   1.00028000  =   1.00003278
 GO0210
 GO0210                          SUPERSEDED SURVEY CONTROL
 GO0210
 GO0210  ELLIP H (03/20/97) 1575.25   (m)                       GP(       ) 3 1
 GO0210  NAVD 88 (03/20/97) 1596.39   (m)         5237.5    (f) LEVELING    3  
 GO0210
 GO0210.Superseded values are not recommended for survey control.
 GO0210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GO0210.See file dsdata.txt to determine how the superseded data were derived.
 GO0210
 GO0210_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYF3492969920(NAD 83)
 GO0210_MARKER: I = METAL ROD
 GO0210_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GO0210_SP_SET: STAINLESS STEEL ROD
 GO0210_STAMPING: E 432 1983
 GO0210_MARK LOGO: NGS   
 GO0210_PROJECTION: FLUSH
 GO0210_MAGNETIC: N = NO MAGNETIC MATERIAL
 GO0210_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GO0210_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GO0210+SATELLITE: SATELLITE OBSERVATIONS - March 20, 2006
 GO0210_ROD/PIPE-DEPTH: 7.3  meters
 GO0210
 GO0210  HISTORY     - Date     Condition        Report By
 GO0210  HISTORY     - 1983     MONUMENTED       NGS
 GO0210  HISTORY     - 19960106 GOOD             CHANCE
 GO0210  HISTORY     - 20060320 GOOD             BOR
 GO0210
 GO0210                          STATION DESCRIPTION
 GO0210
 GO0210'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GO0210'14.1 KM (8.75 MI) WEST FROM FARMINGTON.
 GO0210'14.1 KM (8.75 MI) WESTERLY ALONG U.S. HIGHWAY 550 FROM ITS JUNCTION
 GO0210'WITH STATE HIGHWAY 371 (LAKE STREET) IN FARMINGTON, 0.8 KM (0.5 MI)
 GO0210'WEST OF THE INTERSECTION OF STATE HIGHWAY 489 LEADING SOUTH TO THE
 GO0210'FOUR CORNERS POWER PLANT, 50.3 METERS (165.0 FT) SOUTHEAST OF THE
 GO0210'SOUTHEAST CORNER OF A THRIFTWAY GROCERY AND GAS STATION, 26.1 METERS
 GO0210'(85.6 FT) SOUTH OF A UTILITY POLE WITH 1 GUY WIRE, 18.5 METERS
 GO0210'(60.7 FT) NORTH OF THE CENTERLINE OF THE WEST BOUND LANES OF THE
 GO0210'HIGHWAY, AND 0.6 METERS (2.0 FT) EAST OF THE SOUTH END OF A FENCE.
 GO0210'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 GO0210'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 GO0210'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
 GO0210
 GO0210                          STATION RECOVERY (1996)
 GO0210
 GO0210'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (MFY)
 GO0210'A NEW AND COMPLETE DESCRIPTION FOLLOWS THE STATION IS LOCATED
 GO0210'APPROXIMATELY 14.1 KM (8.75 MI) WEST OF THE CITY OF FARMINGTON ALONG
 GO0210'US HIGHWAY 64.  THE STATION IS LOCATED ON STATE OF NEW MEXICO HIGHWAY
 GO0210'RIGHT-OF-WAY TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 550
 GO0210'(MAIN STREET) AND US HIGHWAY 64 (BROADWAY STREET) IN FARMINGTON,
 GO0210'PROCEED WEST ON US HIGHWAY 64 FOR 12.8 KM (7.95 MI) TO THE
 GO0210'INTERSECTION WITH COUNTY ROADS 6500 (NORTH) AND 6400 (SOUTH) AT
 GO0210'TRAFFIC LIGHTS. CONTINUE WEST ALONG US HIGHWAY 64 FOR 0.8 KM (0.50 MI)
 GO0210'TO THE STATION ON THE RIGHT THE STATION IS A METAL ROD SET INTO A
 GO0210'STAINLESS STEEL ROD DRIVEN 3.1 M (10.2 FT) WITHOUT SLEEVE.  THE
 GO0210'STATION IS LOCATED 50.3 M (165.0 FT) SOUTHEAST OF THE SOUTHEAST CORNER
 GO0210'OF AN ABANDONED GROCERY AND GAS STATION, 26.1 M (85.6 FT) SOUTH OF A
 GO0210'UTILITY POLE WITH 1 GUY WIRE, 18.5 M (60.7 FT) NORTH OF THE CENTERLINE
 GO0210'OF THE WEST BOUND LANES OF US HIGHWAY 64, 0.6 M (2.0 FT) EAST OF THE
 GO0210'SOUTH END OF A FENCE, 0.6 M (2.0 FT) ABOVE US HIGHWAY 64, AND 0.3 M
 GO0210'(1.0 FT) WEST OF A WITNESS POST.  NOTE = ACCESS TO DATUM POINT IS
 GO0210'THROUGH A 5-INCH LOGO CAP
 GO0210
 GO0210                          STATION RECOVERY (2006)
 GO0210
 GO0210'RECOVERY NOTE BY US BUREAU OF RECLAMATION 2006 (TRA)
 GO0210'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GO0183 ***********************************************************************
 GO0183  DESIGNATION -  E 434
 GO0183  PID         -  GO0183
 GO0183  STATE/COUNTY-  NM/SAN JUAN
 GO0183  USGS QUAD   -  TABLE MESA (1979)
 GO0183
 GO0183                         *CURRENT SURVEY CONTROL
 GO0183  ___________________________________________________________________
 GO0183* NAD 83(1986)-  36 35 03.     (N)    108 42 24.     (W)     SCALED    
 GO0183* NAVD 88     -      1673.040  (meters)    5488.97   (feet)  ADJUSTED  
 GO0183  ___________________________________________________________________
 GO0183  GEOID HEIGHT-         -21.12  (meters)                     GEOID03
 GO0183  DYNAMIC HT  -        1670.969 (meters)    5482.17  (feet)  COMP
 GO0183  MODELED GRAV-     979,334.9   (mgal)                       NAVD 88
 GO0183
 GO0183  VERT ORDER  -  FIRST     CLASS II
 GO0183
 GO0183.The horizontal coordinates were scaled from a topographic map and have
 GO0183.an estimated accuracy of +/- 6 seconds.
 GO0183
 GO0183.The orthometric height was determined by differential leveling
 GO0183.and adjusted by the National Geodetic Survey in June 1991..
 GO0183
 GO0183.The geoid height was determined by GEOID03.
 GO0183
 GO0183.The dynamic height is computed by dividing the NAVD 88
 GO0183.geopotential number by the normal gravity value computed on the
 GO0183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GO0183.degrees latitude (g = 980.6199 gals.).
 GO0183
 GO0183.The modeled gravity was interpolated from observed gravity values.
 GO0183
 GO0183;                    North         East    Units  Estimated Accuracy
 GO0183;SPC NM W     -   619,690.      751,850.      MT  (+/- 180 meters Scaled)
 GO0183
 GO0183                          SUPERSEDED SURVEY CONTROL
 GO0183
 GO0183.No superseded survey control is available for this station.
 GO0183
 GO0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYF051511(NAD 83)
 GO0183_MARKER: I = METAL ROD
 GO0183_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 GO0183+WITH SETTING: INFORMATION.
 GO0183_SP_SET: SHALLOW SET METAL ROD
 GO0183_STAMPING: E 434 1984
 GO0183_MARK LOGO: NGS   
 GO0183_PROJECTION: FLUSH
 GO0183_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GO0183_ROD/PIPE-DEPTH: 1.3  meters
 GO0183
 GO0183  HISTORY     - Date     Condition        Report By
 GO0183  HISTORY     - 1984     MONUMENTED       NGS
 GO0183
 GO0183                          STATION DESCRIPTION
 GO0183
 GO0183'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 GO0183'21.6 KM (13.4 MI) SOUTH FROM SHIPROCK.
 GO0183'21.6 KM (13.4 MI) SOUTHERLY ALONG U.S. HIGHWAY 666 FROM ITS JUNCTION
 GO0183'WITH STATE HIGHWAY 504 IN SHIPROCK, 17.3 KM (10.75 MI) NORTH OF THE
 GO0183'INTERSECTION OF COUNTY ROAD 34, 58.2 METERS (191.0 FT) EAST OF THE
 GO0183'CENTERLINE OF THE HIGHWAY, 12.8 METERS (42.0 FT) WEST OF UTILITY POLE
 GO0183'NUMBER 310, AND 12.6 METERS (41.3 FT) SOUTH OF THE CENTER OF A CATTLE
 GO0183'GUARD AND DIRT ROAD LEADING SOUTHEAST.  NOTE=REFUSAL WAS REACHED AT
 GO0183'4.0 FEET.  ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 GO0183'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST AND FENCE
 GO0183'THE MARK IS 1.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0430 ***********************************************************************
 FP0430  DESIGNATION -  E 435
 FP0430  PID         -  FP0430
 FP0430  STATE/COUNTY-  NM/MCKINLEY
 FP0430  USGS QUAD   -  TOHATCHI (1982)
 FP0430
 FP0430                         *CURRENT SURVEY CONTROL
 FP0430  ___________________________________________________________________
 FP0430* NAD 83(1986)-  35 45 14.     (N)    108 46 32.     (W)     SCALED    
 FP0430* NAVD 88     -      1906.446  (meters)    6254.73   (feet)  ADJUSTED  
 FP0430  ___________________________________________________________________
 FP0430  GEOID HEIGHT-         -20.86  (meters)                     GEOID03
 FP0430  DYNAMIC HT  -        1903.853 (meters)    6246.22  (feet)  COMP
 FP0430  MODELED GRAV-     979,205.3   (mgal)                       NAVD 88
 FP0430
 FP0430  VERT ORDER  -  FIRST     CLASS II
 FP0430
 FP0430.The horizontal coordinates were scaled from a topographic map and have
 FP0430.an estimated accuracy of +/- 6 seconds.
 FP0430
 FP0430.The orthometric height was determined by differential leveling
 FP0430.and adjusted by the National Geodetic Survey in June 1991..
 FP0430
 FP0430.The geoid height was determined by GEOID03.
 FP0430
 FP0430.The dynamic height is computed by dividing the NAVD 88
 FP0430.geopotential number by the normal gravity value computed on the
 FP0430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0430.degrees latitude (g = 980.6199 gals.).
 FP0430
 FP0430.The modeled gravity was interpolated from observed gravity values.
 FP0430
 FP0430;                    North         East    Units  Estimated Accuracy
 FP0430;SPC NM W     -   527,630.      744,790.      MT  (+/- 180 meters Scaled)
 FP0430
 FP0430                          SUPERSEDED SURVEY CONTROL
 FP0430
 FP0430.No superseded survey control is available for this station.
 FP0430
 FP0430_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYE011589(NAD 83)
 FP0430_MARKER: I = METAL ROD
 FP0430_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FP0430_SP_SET: STAINLESS STEEL ROD
 FP0430_STAMPING: E 435 1984
 FP0430_MARK LOGO: NGS   
 FP0430_PROJECTION: FLUSH
 FP0430_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FP0430_ROD/PIPE-DEPTH: 20.5 meters
 FP0430
 FP0430  HISTORY     - Date     Condition        Report By
 FP0430  HISTORY     - 1984     MONUMENTED       NGS
 FP0430
 FP0430                          STATION DESCRIPTION
 FP0430
 FP0430'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FP0430'26.1 KM (16.2 MI) NORTH FROM GALLUP.
 FP0430'26.1 KM (16.2 MI) NORTHERLY ALONG U.S. HIGHWAY 666 FROM ITS JUNCTION
 FP0430'WITH INTERSTATE HIGHWAY 40 IN GALLUP, 1.8 KM (1.1 MI) NORTH OF THE
 FP0430'INTERSECTION OF COUNTY ROAD 9 LEADING EAST, 33.7 METERS (110.6 FT)
 FP0430'WEST OF THE CENTERLINE OF THE HIGHWAY, AND 25.2 METERS (82.7 FT)
 FP0430'EAST-SOUTHEAST OF UTILITY POLE NUMBER 1433278.  NOTE=ACCESS TO THE
 FP0430'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 FP0430'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST AND FENCE
 FP0430'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GO0156 ***********************************************************************
 GO0156  DESIGNATION -  E 436
 GO0156  PID         -  GO0156
 GO0156  STATE/COUNTY-  NM/SAN JUAN
 GO0156  USGS QUAD   -  NASCHITTI (1966)
 GO0156
 GO0156                         *CURRENT SURVEY CONTROL
 GO0156  ___________________________________________________________________
 GO0156* NAD 83(1986)-  36 05 12.     (N)    108 41 26.     (W)     SCALED    
 GO0156* NAVD 88     -      1785.800  (meters)    5858.91   (feet)  ADJUSTED  
 GO0156  ___________________________________________________________________
 GO0156  GEOID HEIGHT-         -20.74  (meters)                     GEOID03
 GO0156  DYNAMIC HT  -        1783.452 (meters)    5851.21  (feet)  COMP
 GO0156  MODELED GRAV-     979,254.9   (mgal)                       NAVD 88
 GO0156
 GO0156  VERT ORDER  -  FIRST     CLASS II
 GO0156
 GO0156.The horizontal coordinates were scaled from a topographic map and have
 GO0156.an estimated accuracy of +/- 6 seconds.
 GO0156
 GO0156.The orthometric height was determined by differential leveling
 GO0156.and adjusted by the National Geodetic Survey in June 1991..
 GO0156
 GO0156.The geoid height was determined by GEOID03.
 GO0156
 GO0156.The dynamic height is computed by dividing the NAVD 88
 GO0156.geopotential number by the normal gravity value computed on the
 GO0156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GO0156.degrees latitude (g = 980.6199 gals.).
 GO0156
 GO0156.The modeled gravity was interpolated from observed gravity values.
 GO0156
 GO0156;                    North         East    Units  Estimated Accuracy
 GO0156;SPC NM W     -   564,480.      752,800.      MT  (+/- 180 meters Scaled)
 GO0156
 GO0156                          SUPERSEDED SURVEY CONTROL
 GO0156
 GO0156.No superseded survey control is available for this station.
 GO0156
 GO0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYE079960(NAD 83)
 GO0156_MARKER: I = METAL ROD
 GO0156_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GO0156_SP_SET: STAINLESS STEEL ROD
 GO0156_STAMPING: E 436 1984
 GO0156_MARK LOGO: NGS   
 GO0156_PROJECTION: FLUSH
 GO0156_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GO0156_ROD/PIPE-DEPTH: 8.8  meters
 GO0156
 GO0156  HISTORY     - Date     Condition        Report By
 GO0156  HISTORY     - 1984     MONUMENTED       NGS
 GO0156
 GO0156                          STATION DESCRIPTION
 GO0156
 GO0156'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 GO0156'69.3 KM (43.0 MI) NORTH FROM GALLUP.
 GO0156'69.3 KM (43.0 MI) NORTHERLY ALONG U.S. HIGHWAY 666 FROM ITS JUNCTION
 GO0156'WITH INTERSTATE HIGHWAY 40 IN GALLUP, 6.8 KM (4.2 MI) SOUTH OF THE
 GO0156'INTERSECTION OF STATE HIGHWAY 134, 40.3 METERS (131.9 FT)
 GO0156'SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF A BOX CULVERT, 30.3 METERS
 GO0156'(99.1 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, AND 7.0 METERS
 GO0156'(23.0 FT) SOUTH OF THE CENTER OF A GATE AND TRACK ROAD LEADING EAST.
 GO0156'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 GO0156'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST AND FENCE
 GO0156'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0409 ***********************************************************************
 GN0409  DESIGNATION -  E 437
 GN0409  PID         -  GN0409
 GN0409  STATE/COUNTY-  NM/RIO ARRIBA
 GN0409  USGS QUAD   -  LYDEN (1995)
 GN0409
 GN0409                         *CURRENT SURVEY CONTROL
 GN0409  ___________________________________________________________________
 GN0409* NAD 83(1986)-  36 10 54.     (N)    106 04 08.     (W)     SCALED    
 GN0409* NAVD 88     -      1813.599  (meters)    5950.12   (feet)  ADJUSTED  
 GN0409  ___________________________________________________________________
 GN0409  GEOID HEIGHT-         -18.85  (meters)                     GEOID03
 GN0409  DYNAMIC HT  -        1811.160 (meters)    5942.11  (feet)  COMP
 GN0409  MODELED GRAV-     979,224.5   (mgal)                       NAVD 88
 GN0409
 GN0409  VERT ORDER  -  FIRST     CLASS II
 GN0409
 GN0409.The horizontal coordinates were scaled from a topographic map and have
 GN0409.an estimated accuracy of +/- 6 seconds.
 GN0409
 GN0409.The orthometric height was determined by differential leveling
 GN0409.and adjusted by the National Geodetic Survey in June 1991..
 GN0409
 GN0409.The geoid height was determined by GEOID03.
 GN0409
 GN0409.The dynamic height is computed by dividing the NAVD 88
 GN0409.geopotential number by the normal gravity value computed on the
 GN0409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GN0409.degrees latitude (g = 980.6199 gals.).
 GN0409
 GN0409.The modeled gravity was interpolated from observed gravity values.
 GN0409
 GN0409;                    North         East    Units  Estimated Accuracy
 GN0409;SPC NM C     -   574,680.      516,290.      MT  (+/- 180 meters Scaled)
 GN0409
 GN0409                          SUPERSEDED SURVEY CONTROL
 GN0409
 GN0409.No superseded survey control is available for this station.
 GN0409
 GN0409_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDA038046(NAD 83)
 GN0409_MARKER: DB = BENCH MARK DISK
 GN0409_SETTING: 66 = SET IN ROCK OUTCROP
 GN0409_SP_SET: ROCK OUTCROP
 GN0409_STAMPING: E 437 1984
 GN0409_MARK LOGO: NGS   
 GN0409_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GN0409+STABILITY: POSITION/ELEVATION WELL
 GN0409
 GN0409  HISTORY     - Date     Condition        Report By
 GN0409  HISTORY     - 1984     MONUMENTED       NGS
 GN0409  HISTORY     - 20060226 GOOD             GEOCAC
 GN0409
 GN0409                          STATION DESCRIPTION
 GN0409
 GN0409'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 GN0409'27.7 KM (17.2 MI) NORTH FROM ESPANOLA.
 GN0409'27.7 KM (17.2 MI) NORTHERLY ALONG U.S. HIGHWAY 285 FROM ITS JUNCTION
 GN0409'WITH STATE HIGHWAY 68 IN ESPANOLA, IN THE SOUTH 1/4 OF A 3 BY 15 FOOT
 GN0409'EXPOSED AREA OF BEDROCK, 14.1 KM (8.75 MI) SOUTHERLY FROM THE JUNCTION
 GN0409'OF STATE HIGHWAY 414, 35.0 M (114.8 FT) SOUTHEAST OF THE CENTERLINE OF
 GN0409'THE HIGHWAY, 13.0 M (42.7 FT) NORTH OF THE CENTER OF A DRY WASH, 0.6 M
 GN0409'(2.0 FT) NORTH OF THE SOUTH EDGE AND 0.3 M (1.0 FT) EAST OF THE WEST
 GN0409'EDGE OF THE OUTCROP.
 GN0409'THE MARK IS 0.2 METERS  N FROM  A WITNESS POST
 GN0409'THE MARK IS 1.8 M ABOVE THE HIGHWAY.
 GN0409
 GN0409                          STATION RECOVERY (2006)
 GN0409
 GN0409'RECOVERY NOTE BY GEOCACHING 2006 (BMC)
 GN0409'HANDHELD COORDINATES ARE
 GN0409'36 10.917N
 GN0409'106 04.131W
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0871 ***********************************************************************
 FO0871  DESIGNATION -  E 438
 FO0871  PID         -  FO0871
 FO0871  STATE/COUNTY-  NM/BERNALILLO
 FO0871  USGS QUAD   -  ALAMEDA (1990)
 FO0871
 FO0871                         *CURRENT SURVEY CONTROL
 FO0871  ___________________________________________________________________
 FO0871* NAD 83(1986)-  35 10 45.     (N)    106 36 58.     (W)     SCALED    
 FO0871* NAVD 88     -      1523.784  (meters)    4999.28   (feet)  ADJUSTED  
 FO0871  ___________________________________________________________________
 FO0871  GEOID HEIGHT-         -21.11  (meters)                     GEOID03
 FO0871  DYNAMIC HT  -        1521.713 (meters)    4992.49  (feet)  COMP
 FO0871  MODELED GRAV-     979,222.2   (mgal)                       NAVD 88
 FO0871
 FO0871  VERT ORDER  -  FIRST     CLASS II
 FO0871
 FO0871.The horizontal coordinates were scaled from a topographic map and have
 FO0871.an estimated accuracy of +/- 6 seconds.
 FO0871
 FO0871.The orthometric height was determined by differential leveling
 FO0871.and adjusted by the National Geodetic Survey in April 2001..
 FO0871
 FO0871.The geoid height was determined by GEOID03.
 FO0871
 FO0871.The dynamic height is computed by dividing the NAVD 88
 FO0871.geopotential number by the normal gravity value computed on the
 FO0871.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0871.degrees latitude (g = 980.6199 gals.).
 FO0871
 FO0871.The modeled gravity was interpolated from observed gravity values.
 FO0871
 FO0871;                    North         East    Units  Estimated Accuracy
 FO0871;SPC NM C     -   463,510.      466,660.      MT  (+/- 180 meters Scaled)
 FO0871
 FO0871                          SUPERSEDED SURVEY CONTROL
 FO0871
 FO0871  NAVD 88 (06/15/91) 1523.802  (m)         4999.34   (f) UNKNOWN     1 2
 FO0871  NGVD 29 (??/??/92) 1522.972  (m)         4996.62   (f) ADJ UNCH    1 2
 FO0871
 FO0871.Superseded values are not recommended for survey control.
 FO0871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0871.See file dsdata.txt to determine how the superseded data were derived.
 FO0871
 FO0871_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU528941(NAD 83)
 FO0871_MARKER: F = FLANGE-ENCASED ROD
 FO0871_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FO0871_SP_SET: STAINLESS STEEL ROD
 FO0871_STAMPING: E 438 1984
 FO0871_MARK LOGO: NGS   
 FO0871_PROJECTION: FLUSH
 FO0871_MAGNETIC: I = MARKER IS A STEEL ROD
 FO0871_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FO0871_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FO0871+SATELLITE: SATELLITE OBSERVATIONS - January 30, 2005
 FO0871_ROD/PIPE-DEPTH: 14.0 meters
 FO0871
 FO0871  HISTORY     - Date     Condition        Report By
 FO0871  HISTORY     - 1984     MONUMENTED       NGS
 FO0871  HISTORY     - 19941012 GOOD             NGS
 FO0871  HISTORY     - 19990209 GOOD             NGS
 FO0871  HISTORY     - 20050130 GOOD             GEOCAC
 FO0871
 FO0871                          STATION DESCRIPTION
 FO0871
 FO0871'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FO0871'11.3 KM (7.0 MI) NE FROM ALBUQUERQUE.
 FO0871'11.3 KM (7.0 MI) NORTHEASTERLY ALONG THE ATCHISON TOPEKA AND SANTA FE
 FO0871'RAILROAD FROM THE STATION IN ALBUQUERQUE, 14.9 M (48.9 FT)
 FO0871'NORTH-NORTHEAST OF THE CENTER OF ORTEGA ROAD, 14.1 M (46.3 FT)
 FO0871'WEST-NORTHWEST OF THE NEAR RAIL, AND 5.5 M (18.0 FT) NORTH-NORTHEAST
 FO0871'OF THE END OF A FENCE LINE AND GAS PIPES.  NOTE=ACCESS TO THE DATUM
 FO0871'POINT IS THROUGH A 5-INCH LOGO CAP.
 FO0871'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST AND FENCE
 FO0871'THE MARK IS 1.0 M BELOW THE TRACKS.
 FO0871
 FO0871                          STATION RECOVERY (1994)
 FO0871
 FO0871'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 FO0871'IN ALBUQUERQUE, AT THE INTERSECTION OF THE SANTA FE RAILROAD AND
 FO0871'ORTEGA ROAD, 14.7 M (48.2 FT) NORTHEAST OF THE ROAD CENTER, 14.1 M
 FO0871'(46.3 FT) NORTHWEST OF THE NEAR RAIL, 5.7 M (18.7 FT) NORTHEAST OF A
 FO0871'PIPELINE VENT, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE ROAD, AND 0.3 M
 FO0871'(1.0 FT) SOUTHEAST OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE
 FO0871'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 FO0871
 FO0871                          STATION RECOVERY (1999)
 FO0871
 FO0871'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 FO0871'IN ALBUQUERQUE, AT THE INTERSECTION OF THE SANTA FE RAILROAD AND
 FO0871'ORTEGA ROAD, 14.7 M (48.2 FT) NORTHEAST OF THE ROAD CENTER, 14.1 M
 FO0871'(46.3 FT) NORTHWEST OF THE NEAR RAIL, 5.7 M (18.7 FT) NORTHEAST OF A
 FO0871'PIPELINE VENT, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE ROAD, AND 0.3 M
 FO0871'(1.0 FT) SOUTHEAST OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE
 FO0871'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE MARK IS ON CITY ROAD
 FO0871'RIGHT-OF-WAY.
 FO0871
 FO0871                          STATION RECOVERY (2005)
 FO0871
 FO0871'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 FO0871'CURRENT COORDINATES ARE
 FO0871'35 10.767N
 FO0871'106 36.967W
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0408 ***********************************************************************
 FN0408  DESIGNATION -  E 439
 FN0408  PID         -  FN0408
 FN0408  STATE/COUNTY-  NM/SANTA FE
 FN0408  USGS QUAD   -  SANTA FE (1993)
 FN0408
 FN0408                         *CURRENT SURVEY CONTROL
 FN0408  ___________________________________________________________________
 FN0408* NAD 83(1992)-  35 40 28.69467(N)    105 57 30.29023(W)     ADJUSTED  
 FN0408* NAVD 88     -      2106.826  (meters)    6912.15   (feet)  ADJUSTED  
 FN0408  ___________________________________________________________________
 FN0408  X           -  -1,426,615.235 (meters)                     COMP
 FN0408  Y           -  -4,988,861.903 (meters)                     COMP
 FN0408  Z           -   3,700,143.126 (meters)                     COMP
 FN0408  LAPLACE CORR-          10.82  (seconds)                    DEFLEC99
 FN0408  ELLIP HEIGHT-        2088.21  (meters)          (08/30/05) GPS OBS
 FN0408  GEOID HEIGHT-         -18.54  (meters)                     GEOID03
 FN0408  DYNAMIC HT  -        2103.883 (meters)    6902.49  (feet)  COMP
 FN0408  MODELED GRAV-     979,160.7   (mgal)                       NAVD 88
 FN0408
 FN0408  HORZ ORDER  -  B
 FN0408  VERT ORDER  -  FIRST     CLASS II
 FN0408  ELLP ORDER  -  FIFTH     CLASS II
 FN0408
 FN0408.This is a reference station for the SANTA FE
 FN0408.National Continuously Operating Reference Station (NMSF).
 FN0408
 FN0408.The horizontal coordinates were established by GPS observations
 FN0408.and adjusted by the National Geodetic Survey in August 2005..
 FN0408
 FN0408.The orthometric height was determined by differential leveling
 FN0408.and adjusted by the National Geodetic Survey in June 1991..
 FN0408
 FN0408.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FN0408
 FN0408.The Laplace correction was computed from DEFLEC99 derived deflections.
 FN0408
 FN0408.The ellipsoidal height was determined by GPS observations
 FN0408.and is referenced to NAD 83.
 FN0408
 FN0408.The geoid height was determined by GEOID03.
 FN0408
 FN0408.The dynamic height is computed by dividing the NAVD 88
 FN0408.geopotential number by the normal gravity value computed on the
 FN0408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FN0408.degrees latitude (g = 980.6199 gals.).
 FN0408
 FN0408.The modeled gravity was interpolated from observed gravity values.
 FN0408
 FN0408;                    North         East     Units Scale Factor Converg.
 FN0408;SPC NM C     -   518,454.742   526,395.437   MT  0.99990858   +0 10 12.2
 FN0408;SPC NM C     - 1,700,963.60  1,727,015.70   sFT  0.99990858   +0 10 12.2
 FN0408;UTM  13      - 3,948,285.042   413,265.704   MT  0.99969270   -0 33 32.3
 FN0408
 FN0408!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FN0408!SPC NM C     -   0.99967235  x   0.99990858  =   0.99958096
 FN0408!UTM  13      -   0.99967235  x   0.99969270  =   0.99936515
 FN0408
 FN0408                          SUPERSEDED SURVEY CONTROL
 FN0408
 FN0408  NAVD 88 (08/30/05) 2106.83   (m)         6912.2    (f) LEVELING    3  
 FN0408
 FN0408.Superseded values are not recommended for survey control.
 FN0408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0408.See file dsdata.txt to determine how the superseded data were derived.
 FN0408
 FN0408_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV1326648285(NAD 83)
 FN0408_MARKER: I = METAL ROD
 FN0408_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FN0408_SP_SET: STAINLESS STEEL ROD
 FN0408_STAMPING: E 439 1984
 FN0408_MARK LOGO: NGS   
 FN0408_PROJECTION: FLUSH
 FN0408_MAGNETIC: N = NO MAGNETIC MATERIAL
 FN0408_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FN0408_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FN0408+SATELLITE: SATELLITE OBSERVATIONS - February 15, 2006
 FN0408_ROD/PIPE-DEPTH: 3.40 meters
 FN0408
 FN0408  HISTORY     - Date     Condition        Report By
 FN0408  HISTORY     - 1984     MONUMENTED       NGS
 FN0408  HISTORY     - 20030627 GOOD             NGS
 FN0408  HISTORY     - 20060215 GOOD             NMHD
 FN0408
 FN0408                          STATION DESCRIPTION
 FN0408
 FN0408'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FN0408'IN SANTA FE.
 FN0408'IN SANTA FE, AT THE JUNCTION OF CERRILLOS ROAD AND CORDOVA ROAD, IN
 FN0408'THE NORTHEAST CORNER OF THE STATE HIGHWAY DEPARTMENT OFFICE YARD, 55.8
 FN0408'M (183.1 FT) SOUTHEAST OF THE CENTERLINE OF CORDOVA ROAD, 5.9 M
 FN0408'(19.4 FT) SOUTHEAST OF THE CENTERLINE OF THE NORTH BOUND LANES OF
 FN0408'CERRILLOS ROAD, AND 0.9 M (3.0 FT) SOUTHEAST OF A CONCRETE CURB.
 FN0408'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 FN0408'THE MARK IS 1.6 METERS  NE FROM  A WITNESS POST AND POLE
 FN0408'THE MARK IS 0.3 M ABOVE CERRILLOS ROAD.
 FN0408
 FN0408                          STATION RECOVERY (2003)
 FN0408
 FN0408'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (WAS)
 FN0408'STATION RECOVERED AS DESCRIBED.
 FN0408
 FN0408                          STATION RECOVERY (2006)
 FN0408
 FN0408'RECOVERY NOTE BY NM HIGHWAY DEPT 2006 (WAB)
 FN0408'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0140 ***********************************************************************
 ER0140  DESIGNATION -  E 44
 ER0140  PID         -  ER0140
 ER0140  STATE/COUNTY-  NM/CIBOLA
 ER0140  USGS QUAD   -  FENCE LAKE (1972)
 ER0140
 ER0140                         *CURRENT SURVEY CONTROL
 ER0140  ___________________________________________________________________
 ER0140* NAD 83(1986)-  34 43 30.     (N)    108 42 03.     (W)     SCALED    
 ER0140* NAVD 88     -      2102.100  (meters)    6896.64   (feet)  ADJUSTED  
 ER0140  ___________________________________________________________________
 ER0140  GEOID HEIGHT-         -21.83  (meters)                     GEOID03
 ER0140  DYNAMIC HT  -        2098.948 (meters)    6886.30  (feet)  COMP
 ER0140  MODELED GRAV-     979,060.5   (mgal)                       NAVD 88
 ER0140
 ER0140  VERT ORDER  -  SECOND    CLASS 0
 ER0140
 ER0140.The horizontal coordinates were scaled from a topographic map and have
 ER0140.an estimated accuracy of +/- 6 seconds.
 ER0140
 ER0140.The orthometric height was determined by differential leveling
 ER0140.and adjusted by the National Geodetic Survey in June 1991..
 ER0140
 ER0140.The geoid height was determined by GEOID03.
 ER0140
 ER0140.The dynamic height is computed by dividing the NAVD 88
 ER0140.geopotential number by the normal gravity value computed on the
 ER0140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0140.degrees latitude (g = 980.6199 gals.).
 ER0140
 ER0140.The modeled gravity was interpolated from observed gravity values.
 ER0140
 ER0140;                    North         East    Units  Estimated Accuracy
 ER0140;SPC NM W     -   413,420.      750,550.      MT  (+/- 180 meters Scaled)
 ER0140
 ER0140                          SUPERSEDED SURVEY CONTROL
 ER0140
 ER0140  NGVD 29 (??/??/92) 2101.094  (m)         6893.34   (f) ADJ UNCH    2 0
 ER0140
 ER0140.Superseded values are not recommended for survey control.
 ER0140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0140.See file dsdata.txt to determine how the superseded data were derived.
 ER0140
 ER0140_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYD105449(NAD 83)
 ER0140_MARKER: DB = BENCH MARK DISK
 ER0140_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 ER0140_SP_SET: UNSPECIFIED ROCK
 ER0140_STAMPING: E 44 1934
 ER0140_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ER0140
 ER0140  HISTORY     - Date     Condition        Report By
 ER0140  HISTORY     - 1934     MONUMENTED       CGS
 ER0140  HISTORY     - 1972     GOOD             NGS
 ER0140  HISTORY     - 1972     GOOD             USGS
 ER0140
 ER0140                          STATION DESCRIPTION
 ER0140
 ER0140'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ER0140'1.0 MI S FROM ATARQUE.
 ER0140'1.0 MILE SOUTH ALONG ROAD TO SALT LAKE AND QUEMADO.  AT SUMMIT OF
 ER0140'FIRST RISE SOUTH OF ATARQUE AND 37 FEET EAST OF CENTER LINE OF ROAD.
 ER0140'IN MALPAIS ROCK ABOUT 3 FEET SQUARE AND 3 INCHES HIGH.
 ER0140
 ER0140                          STATION RECOVERY (1972)
 ER0140
 ER0140'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 ER0140'RECOVERED IN GOOD CONDITION.
 ER0140
 ER0140                          STATION RECOVERY (1972)
 ER0140
 ER0140'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 ER0140'TO REACH THE MARK FROM THE JUNCTION OF STATE HIGHWAYS 32 AND 36 IN
 ER0140'FENCE LAKE HEAD NORTH ON HIGHWAY 32 FOR 6.5 MILES TO A T-ROAD WEST TO
 ER0140'A HOUSE AND ATARQUE.TURN LEFT, WEST, AND GO 1.6 MILES TO A Y-ROAD.
 ER0140'CONTINUE WEST ALONG MAIN ROAD 0.5 MILE TO AN ABANDONED Y-ROAD
 ER0140'NORTHEAST OF THE ABANDONED GENERAL STORE AND WINDMILL IN ATARQUE.
 ER0140'TURN LEFT, SOUTHWEST, AND GO 0.35 MILE ALONG ROAD TO AN ABANDONED
 ER0140'BRIDGE CROSS ARROYO UNDERNEATH BRIDGE AND CONTINUE SOUTHERLY ALONG
 ER0140'ROAD 0.5 MILE TO AN ABANDONED Y-ROAD 0.2 MILE SOUTH OF A CEMENTARY.
 ER0140'BEAR LEFT 0.2 MI. TO TOP OF HILL AND MARK 34' EAST OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0912 ***********************************************************************
 FO0912  DESIGNATION -  E 440
 FO0912  PID         -  FO0912
 FO0912  STATE/COUNTY-  NM/RIO ARRIBA
 FO0912  USGS QUAD   -  ESPANOLA (1984)
 FO0912
 FO0912                         *CURRENT SURVEY CONTROL
 FO0912  ___________________________________________________________________
 FO0912* NAD 83(1986)-  35 59 26.     (N)    106 04 30.     (W)     SCALED    
 FO0912* NAVD 88     -      1705.014  (meters)    5593.87   (feet)  ADJUSTED  
 FO0912  ___________________________________________________________________
 FO0912  GEOID HEIGHT-         -19.10  (meters)                     GEOID03
 FO0912  DYNAMIC HT  -        1702.733 (meters)    5586.38  (feet)  COMP
 FO0912  MODELED GRAV-     979,235.6   (mgal)                       NAVD 88
 FO0912
 FO0912  VERT ORDER  -  FIRST     CLASS II
 FO0912
 FO0912.The horizontal coordinates were scaled from a topographic map and have
 FO0912.an estimated accuracy of +/- 6 seconds.
 FO0912
 FO0912.The orthometric height was determined by differential leveling
 FO0912.and adjusted by the National Geodetic Survey in June 1991..
 FO0912
 FO0912.The geoid height was determined by GEOID03.
 FO0912
 FO0912.The dynamic height is computed by dividing the NAVD 88
 FO0912.geopotential number by the normal gravity value computed on the
 FO0912.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0912.degrees latitude (g = 980.6199 gals.).
 FO0912
 FO0912.The modeled gravity was interpolated from observed gravity values.
 FO0912
 FO0912;                    North         East    Units  Estimated Accuracy
 FO0912;SPC NM C     -   553,480.      515,780.      MT  (+/- 180 meters Scaled)
 FO0912
 FO0912                          SUPERSEDED SURVEY CONTROL
 FO0912
 FO0912.No superseded survey control is available for this station.
 FO0912
 FO0912_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV030834(NAD 83)
 FO0912_MARKER: DB = BENCH MARK DISK
 FO0912_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 FO0912_SP_SET: BRIDGE ABUTMENT
 FO0912_STAMPING: E 440 1984
 FO0912_MARK LOGO: NGS   
 FO0912_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FO0912+STABILITY: POSITION/ELEVATION WELL
 FO0912_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FO0912+SATELLITE: SATELLITE OBSERVATIONS - March 21, 2005
 FO0912
 FO0912  HISTORY     - Date     Condition        Report By
 FO0912  HISTORY     - 1984     MONUMENTED       NGS
 FO0912  HISTORY     - 20050321 GOOD             GEOCAC
 FO0912
 FO0912                          STATION DESCRIPTION
 FO0912
 FO0912'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FO0912'0.7 KM (0.45 MI) NORTH FROM ESPANOLA.
 FO0912'0.7 KM (0.45 MI) NORTHERLY ALONG U.S. HIGHWAY 285 FROM ITS JUNCTION
 FO0912'WITH STATE HIGHWAY 68 IN ESPANOLA, IN TOP OF AND 0.1 M (0.3 FT) SOUTH
 FO0912'OF THE NORTH END OF THE WEST CONCRETE ABUTMENT OF A HIGHWAY BRIDGE
 FO0912'OVER THE RIO GRANDE RIVER, AND 6.0 M (19.7 FT) NORTH OF THE CENTERLINE
 FO0912'OF THE HIGHWAY.
 FO0912'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
 FO0912
 FO0912                          STATION RECOVERY (2005)
 FO0912
 FO0912'RECOVERY NOTE BY GEOCACHING 2005 (RD)
 FO0912'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0584 ***********************************************************************
 GM0584  DESIGNATION -  E 441
 GM0584  PID         -  GM0584
 GM0584  STATE/COUNTY-  NM/TAOS
 GM0584  USGS QUAD   -  PETACA PEAK (1995)
 GM0584
 GM0584                         *CURRENT SURVEY CONTROL
 GM0584  ___________________________________________________________________
 GM0584* NAD 83(1986)-  36 34 28.     (N)    105 57 07.     (W)     SCALED    
 GM0584* NAVD 88     -      2422.973  (meters)    7949.37   (feet)  ADJUSTED  
 GM0584  ___________________________________________________________________
 GM0584  GEOID HEIGHT-         -17.43  (meters)                     GEOID03
 GM0584  DYNAMIC HT  -        2419.575 (meters)    7938.22  (feet)  COMP
 GM0584  MODELED GRAV-     979,141.8   (mgal)                       NAVD 88
 GM0584
 GM0584  VERT ORDER  -  FIRST     CLASS II
 GM0584
 GM0584.The horizontal coordinates were scaled from a topographic map and have
 GM0584.an estimated accuracy of +/- 6 seconds.
 GM0584
 GM0584.The orthometric height was determined by differential leveling
 GM0584.and adjusted by the National Geodetic Survey in June 1991..
 GM0584
 GM0584.The geoid height was determined by GEOID03.
 GM0584
 GM0584.The dynamic height is computed by dividing the NAVD 88
 GM0584.geopotential number by the normal gravity value computed on the
 GM0584.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GM0584.degrees latitude (g = 980.6199 gals.).
 GM0584
 GM0584.The modeled gravity was interpolated from observed gravity values.
 GM0584
 GM0584;                    North         East    Units  Estimated Accuracy
 GM0584;SPC NM C     -   618,290.      526,680.      MT  (+/- 180 meters Scaled)
 GM0584
 GM0584                          SUPERSEDED SURVEY CONTROL
 GM0584
 GM0584.No superseded survey control is available for this station.
 GM0584
 GM0584_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDA148480(NAD 83)
 GM0584_MARKER: I = METAL ROD
 GM0584_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 GM0584+WITH SETTING: INFORMATION.
 GM0584_SP_SET: SHALLOW-SET METAL ROD
 GM0584_STAMPING: E 441 1984
 GM0584_MARK LOGO: NGS   
 GM0584_PROJECTION: FLUSH
 GM0584_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GM0584_ROD/PIPE-DEPTH: 1.6  meters
 GM0584
 GM0584  HISTORY     - Date     Condition        Report By
 GM0584  HISTORY     - 1984     MONUMENTED       NGS
 GM0584
 GM0584                          STATION DESCRIPTION
 GM0584
 GM0584'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 GM0584'8.0 KM (5.0 MI) SOUTH FROM TRES PIEDRAS.
 GM0584'8.0 KM (4.95 MI) SOUTHERLY ALONG U.S. HIGHWAY 285 FROM ITS JUNCTION
 GM0584'WITH U.S. HIGHWAY 64 IN TRES PIEDRAS, 75.0 M (246.1 FT) SOUTH OF
 GM0584'MILEPOST 379, 47.2 M (154.9 FT) SOUTHWEST OF TRANGULATION STATION
 GM0584'GORDITO, AND 30.3 M (99.4 FT) SOUTHWEST OF THE CENTERLINE OF THE
 GM0584'HIGHWAY.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 GM0584'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST AND FENCE
 GM0584'THE MARK IS 1.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0414 ***********************************************************************
 FP0414  DESIGNATION -  E 442
 FP0414  PID         -  FP0414
 FP0414  STATE/COUNTY-  NM/MCKINLEY
 FP0414  USGS QUAD   -  GALLUP WEST (1979)
 FP0414
 FP0414                         *CURRENT SURVEY CONTROL
 FP0414  ___________________________________________________________________
 FP0414* NAD 83(1986)-  35 32 09.     (N)    108 45 17.     (W)     SCALED    
 FP0414* NAVD 88     -      1989.078  (meters)    6525.83   (feet)  ADJUSTED  
 FP0414  ___________________________________________________________________
 FP0414  GEOID HEIGHT-         -21.19  (meters)                     GEOID03
 FP0414  DYNAMIC HT  -        1986.278 (meters)    6516.65  (feet)  COMP
 FP0414  MODELED GRAV-     979,155.5   (mgal)                       NAVD 88
 FP0414
 FP0414  VERT ORDER  -  FIRST     CLASS II
 FP0414
 FP0414.The horizontal coordinates were scaled from a topographic map and have
 FP0414.an estimated accuracy of +/- 6 seconds.
 FP0414
 FP0414.The orthometric height was determined by differential leveling
 FP0414.and adjusted by the National Geodetic Survey in June 1991..
 FP0414
 FP0414.The geoid height was determined by GEOID03.
 FP0414
 FP0414.The dynamic height is computed by dividing the NAVD 88
 FP0414.geopotential number by the normal gravity value computed on the
 FP0414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0414.degrees latitude (g = 980.6199 gals.).
 FP0414
 FP0414.The modeled gravity was interpolated from observed gravity values.
 FP0414
 FP0414;                    North         East    Units  Estimated Accuracy
 FP0414;SPC NM W     -   503,420.      746,450.      MT  (+/- 180 meters Scaled)
 FP0414
 FP0414                          SUPERSEDED SURVEY CONTROL
 FP0414
 FP0414.No superseded survey control is available for this station.
 FP0414
 FP0414_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYE035347(NAD 83)
 FP0414_MARKER: DB = BENCH MARK DISK
 FP0414_SETTING: 66 = SET IN ROCK OUTCROP
 FP0414_SP_SET: ROCK OUTCROP
 FP0414_STAMPING: E 442 1984
 FP0414_MARK LOGO: NGS   
 FP0414_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FP0414+STABILITY: POSITION/ELEVATION WELL
 FP0414
 FP0414  HISTORY     - Date     Condition        Report By
 FP0414  HISTORY     - 1984     MONUMENTED       NGS
 FP0414
 FP0414                          STATION DESCRIPTION
 FP0414
 FP0414'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FP0414'0.9 KM (0.55 MI) NORTH FROM GALLUP.
 FP0414'0.9 KM (0.55 MI) NORTHERLY ALONG U.S. HIGHWAY 666 FROM ITS JUNCTION
 FP0414'WITH INTERSTATE HIGHWAY 40 IN GALLUP, IN THE CENTER OF THE CENTER ONE
 FP0414'OF FIVE 5- BY 10-FOOT EXPOSED AREAS OF OUTCROPPING BEDROCK, 5.0 METERS
 FP0414'(377.3 FT) WEST-NORTHWEST OF THE NORTHWEST CORNER OF THE GOODYEAR TIRE
 FP0414'COMPANY BUILDING, 31.5 METERS (103.3 FT) WEST OF THE CENTERLINE OF THE
 FP0414'HIGHWAY, AND 20.4 METERS (66.9 FT) EAST OF THE CENTER OF A DIRT ROAD
 FP0414'LEADING NORTH.
 FP0414'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1413 ***********************************************************************
 CX1413  DESIGNATION -  E 443
 CX1413  PID         -  CX1413
 CX1413  STATE/COUNTY-  NM/OTERO
 CX1413  USGS QUAD   -  OROGRANDE SOUTH (1955)
 CX1413
 CX1413                         *CURRENT SURVEY CONTROL
 CX1413  ___________________________________________________________________
 CX1413* NAD 83(1986)-  32 20 18.     (N)    106 03 02.     (W)     SCALED    
 CX1413* NAVD 88     -      1261.073  (meters)    4137.37   (feet)  ADJUSTED  
 CX1413  ___________________________________________________________________
 CX1413  GEOID HEIGHT-         -22.91  (meters)                     GEOID03
 CX1413  DYNAMIC HT  -        1259.215 (meters)    4131.27  (feet)  COMP
 CX1413  MODELED GRAV-     979,121.5   (mgal)                       NAVD 88
 CX1413
 CX1413  VERT ORDER  -  FIRST     CLASS I
 CX1413
 CX1413.The horizontal coordinates were scaled from a topographic map and have
 CX1413.an estimated accuracy of +/- 6 seconds.
 CX1413
 CX1413.The orthometric height was determined by differential leveling
 CX1413.and adjusted by the National Geodetic Survey in June 1991..
 CX1413
 CX1413.The geoid height was determined by GEOID03.
 CX1413
 CX1413.The dynamic height is computed by dividing the NAVD 88
 CX1413.geopotential number by the normal gravity value computed on the
 CX1413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX1413.degrees latitude (g = 980.6199 gals.).
 CX1413
 CX1413.The modeled gravity was interpolated from observed gravity values.
 CX1413
 CX1413;                    North         East    Units  Estimated Accuracy
 CX1413;SPC NM C     -   148,400.      518,780.      MT  (+/- 180 meters Scaled)
 CX1413
 CX1413                          SUPERSEDED SURVEY CONTROL
 CX1413
 CX1413.No superseded survey control is available for this station.
 CX1413
 CX1413_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDR011784(NAD 83)
 CX1413_MARKER: I = METAL ROD
 CX1413_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CX1413_SP_SET: STAINLESS STEEL ROD
 CX1413_STAMPING: E 443 1986
 CX1413_MARK LOGO: NGS   
 CX1413_PROJECTION: FLUSH
 CX1413_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CX1413_ROD/PIPE-DEPTH: 15.8 meters
 CX1413
 CX1413  HISTORY     - Date     Condition        Report By
 CX1413  HISTORY     - 1986     MONUMENTED       NGS
 CX1413
 CX1413                          STATION DESCRIPTION
 CX1413
 CX1413'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 CX1413'6.5 KM (4.05 MI) SE FROM OROGRANDE.
 CX1413'0.9 KM (0.55 MI) SOUTH ALONG US HIGHWAY 54 FROM THE POST OFFICE IN
 CX1413'OROGRANDE, THENCE 0.6 KM (0.4 MI) EAST ALONG A PAVED ROAD, THENCE 2.3
 CX1413'KM (1.45 MI) SOUTHEAST ALONG A PAVED ROAD, THENCE 2.7 KM (1.7 MI)
 CX1413'SOUTHEAST ALONG A PAVED AND DIRT ROAD, 27.9 METERS (91.5 FT)
 CX1413'SOUTH-SOUTHWEST OF THE CENTER OF THE ROAD AND 18.8 METERS (61.7 FT)
 CX1413'SOUTH-SOUTHWEST OF A POWER POLE.  NOTE--ACCESS TO DATUM POINT IS HAD
 CX1413'THROUGH A 5-INCH LOGO CAP.
 CX1413'THE MARK IS 1.8 METERS  NW FROM  A WITNESS POST
 CX1413'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0084 ***********************************************************************
 ER0084  DESIGNATION -  E 45
 ER0084  PID         -  ER0084
 ER0084  STATE/COUNTY-  NM/CATRON
 ER0084  USGS QUAD   -  ARMSTRONG CANYON (1972)
 ER0084
 ER0084                         *CURRENT SURVEY CONTROL
 ER0084  ___________________________________________________________________
 ER0084* NAD 83(1986)-  34 20 23.     (N)    108 30 41.     (W)     SCALED    
 ER0084* NAVD 88     -      2097.720  (meters)    6882.27   (feet)  ADJUSTED  
 ER0084  ___________________________________________________________________
 ER0084  GEOID HEIGHT-         -21.52  (meters)                     GEOID03
 ER0084  DYNAMIC HT  -        2094.540 (meters)    6871.84  (feet)  COMP
 ER0084  MODELED GRAV-     979,044.6   (mgal)                       NAVD 88
 ER0084
 ER0084  VERT ORDER  -  SECOND    CLASS 0
 ER0084
 ER0084.The horizontal coordinates were scaled from a topographic map and have
 ER0084.an estimated accuracy of +/- 6 seconds.
 ER0084
 ER0084.The orthometric height was determined by differential leveling
 ER0084.and adjusted by the National Geodetic Survey in June 1991..
 ER0084
 ER0084.The geoid height was determined by GEOID03.
 ER0084
 ER0084.The dynamic height is computed by dividing the NAVD 88
 ER0084.geopotential number by the normal gravity value computed on the
 ER0084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0084.degrees latitude (g = 980.6199 gals.).
 ER0084
 ER0084.The modeled gravity was interpolated from observed gravity values.
 ER0084
 ER0084;                    North         East    Units  Estimated Accuracy
 ER0084;SPC NM W     -   370,550.      767,610.      MT  (+/- 180 meters Scaled)
 ER0084
 ER0084                          SUPERSEDED SURVEY CONTROL
 ER0084
 ER0084  NGVD 29 (??/??/92) 2096.816  (m)         6879.30   (f) ADJ UNCH    2 0
 ER0084
 ER0084.Superseded values are not recommended for survey control.
 ER0084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0084.See file dsdata.txt to determine how the superseded data were derived.
 ER0084
 ER0084_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYD289026(NAD 83)
 ER0084_MARKER: DB = BENCH MARK DISK
 ER0084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ER0084_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ER0084_STAMPING: E 45 1934
 ER0084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0084+STABILITY: SURFACE MOTION
 ER0084
 ER0084  HISTORY     - Date     Condition        Report By
 ER0084  HISTORY     - 1934     MONUMENTED       CGS
 ER0084  HISTORY     - 1972     GOOD             NGS
 ER0084  HISTORY     - 1972     GOOD             USGS
 ER0084
 ER0084                          STATION DESCRIPTION
 ER0084
 ER0084'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ER0084'1.0 MI W FROM QUEMADO.
 ER0084'1.0 MILE WEST AT INTERSECTION OF ATARQUE QUEMADO HWY. AND HWY. U.S. 60
 ER0084'AT INTERSECTION OF ATARQUE QUEMADO HWY. AND HWY. U.S. 60, 60 FT. NORTH
 ER0084'OF CENTER LINE OF U.S. HWY. 60, AND 4 FT. SOUTH OF FENCE LINE.
 ER0084
 ER0084                          STATION RECOVERY (1972)
 ER0084
 ER0084'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 ER0084'RECOVERED IN GOOD CONDITION.
 ER0084
 ER0084                          STATION RECOVERY (1972)
 ER0084
 ER0084'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 ER0084'ABOUT 1 MILE SOUTHWEST OF QUEMADO, CATRON COUNTY. THIS BENCH MARK MAY
 ER0084'BE REACHED FROM THE POST OFFICE AT QUEMADO BY GOING WEST 0.3 MILE
 ER0084'ALONG U.S. HIGHWAY 60, THENCE 0.7 MILE SOUTH AND SOUTHWEST ALONG A
 ER0084'GRADED COUNTY ROAD A A CURVE, THENCE 0.1 MILE WEST ALONG A TRACK ROAD
 ER0084'TO THE AIRSTRIP, ABOUT 500 YARDS NORTHEAST OF THE RUNWAY CROSSING, 52
 ER0084'FEET NORTHWEST OF THE CENTERLINE OF THE NORTHEAST END OF THE RUNWAY.
 ER0084'A STANDARD DISK, STAMPED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0202 ***********************************************************************
 DT0202  DESIGNATION -  E 46
 DT0202  PID         -  DT0202
 DT0202  STATE/COUNTY-  NM/CATRON
 DT0202  USGS QUAD   -  SQUIRREL SPRINGS CANYON (1965)
 DT0202
 DT0202                         *CURRENT SURVEY CONTROL
 DT0202  ___________________________________________________________________
 DT0202* NAD 83(1986)-  33 50 45.     (N)    108 37 28.     (W)     SCALED    
 DT0202* NAVD 88     -      1967.543  (meters)    6455.18   (feet)  ADJUSTED  
 DT0202  ___________________________________________________________________
 DT0202  GEOID HEIGHT-         -22.27  (meters)                     GEOID03
 DT0202  DYNAMIC HT  -        1964.493 (meters)    6445.17  (feet)  COMP
 DT0202  MODELED GRAV-     979,016.3   (mgal)                       NAVD 88
 DT0202
 DT0202  VERT ORDER  -  SECOND    CLASS 0
 DT0202
 DT0202.The horizontal coordinates were scaled from a topographic map and have
 DT0202.an estimated accuracy of +/- 6 seconds.
 DT0202
 DT0202.The orthometric height was determined by differential leveling
 DT0202.and adjusted by the National Geodetic Survey in June 1991..
 DT0202
 DT0202.The geoid height was determined by GEOID03.
 DT0202
 DT0202.The dynamic height is computed by dividing the NAVD 88
 DT0202.geopotential number by the normal gravity value computed on the
 DT0202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0202.degrees latitude (g = 980.6199 gals.).
 DT0202
 DT0202.The modeled gravity was interpolated from observed gravity values.
 DT0202
 DT0202;                    North         East    Units  Estimated Accuracy
 DT0202;SPC NM W     -   315,840.      756,790.      MT  (+/- 180 meters Scaled)
 DT0202
 DT0202                          SUPERSEDED SURVEY CONTROL
 DT0202
 DT0202  NGVD 29 (??/??/92) 1966.619  (m)         6452.15   (f) ADJ UNCH    2 0
 DT0202
 DT0202.Superseded values are not recommended for survey control.
 DT0202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0202.See file dsdata.txt to determine how the superseded data were derived.
 DT0202
 DT0202_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYC197476(NAD 83)
 DT0202_MARKER: DB = BENCH MARK DISK
 DT0202_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 DT0202_SP_SET: UNSPECIFIED ROCK
 DT0202_STAMPING: E 46 1934
 DT0202_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DT0202
 DT0202  HISTORY     - Date     Condition        Report By
 DT0202  HISTORY     - 1934     MONUMENTED       CGS
 DT0202  HISTORY     - 1965     MARK NOT FOUND   USGS
 DT0202
 DT0202                          STATION DESCRIPTION
 DT0202
 DT0202'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DT0202'0.8 MI N FROM APACHE CREEK.
 DT0202'ON QUEMADO-APACHE CREEK HWY., ABOUT 75 YDS. EAST OF TELEPHONE LINE, 50
 DT0202'YDS. WEST OF APACHE CREEK, 50 FT. WEST OF FENCE LINE, AND 38 FT. WEST
 DT0202'OF CENTER LINE OF HWY., IN NORTH END OF LARGE ROCK.
 DT0202
 DT0202                          STATION RECOVERY (1965)
 DT0202
 DT0202'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 DT0202'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0064 ***********************************************************************
 FP0064  DESIGNATION -  E 47
 FP0064  PID         -  FP0064
 FP0064  STATE/COUNTY-  NM/CIBOLA
 FP0064  USGS QUAD   -  EL MORRO (1995)
 FP0064
 FP0064                         *CURRENT SURVEY CONTROL
 FP0064  ___________________________________________________________________
 FP0064* NAD 83(1986)-  35 02 20.     (N)    108 15 09.     (W)     SCALED    
 FP0064* NAVD 88     -      2247.468  (meters)    7373.57   (feet)  ADJUSTED  
 FP0064  ___________________________________________________________________
 FP0064  GEOID HEIGHT-         -20.34  (meters)                     GEOID03
 FP0064  DYNAMIC HT  -        2244.154 (meters)    7362.70  (feet)  COMP
 FP0064  MODELED GRAV-     979,078.7   (mgal)                       NAVD 88
 FP0064
 FP0064  VERT ORDER  -  SECOND    CLASS 0
 FP0064
 FP0064.The horizontal coordinates were scaled from a topographic map and have
 FP0064.an estimated accuracy of +/- 6 seconds.
 FP0064
 FP0064.The orthometric height was determined by differential leveling
 FP0064.and adjusted by the National Geodetic Survey in June 1991..
 FP0064
 FP0064.The geoid height was determined by GEOID03.
 FP0064
 FP0064.The dynamic height is computed by dividing the NAVD 88
 FP0064.geopotential number by the normal gravity value computed on the
 FP0064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0064.degrees latitude (g = 980.6199 gals.).
 FP0064
 FP0064.The modeled gravity was interpolated from observed gravity values.
 FP0064
 FP0064;                    North         East    Units  Estimated Accuracy
 FP0064;SPC NM W     -   447,980.      791,760.      MT  (+/- 180 meters Scaled)
 FP0064
 FP0064                          SUPERSEDED SURVEY CONTROL
 FP0064
 FP0064  NGVD 29 (??/??/92) 2246.390  (m)         7370.03   (f) ADJ UNCH    2 0
 FP0064
 FP0064.Superseded values are not recommended for survey control.
 FP0064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0064.See file dsdata.txt to determine how the superseded data were derived.
 FP0064
 FP0064_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYD506808(NAD 83)
 FP0064_MARKER: DB = BENCH MARK DISK
 FP0064_SETTING: 66 = SET IN ROCK OUTCROP
 FP0064_SP_SET: OUTCROP
 FP0064_STAMPING: E 47 1934
 FP0064_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FP0064+STABILITY: POSITION/ELEVATION WELL
 FP0064
 FP0064  HISTORY     - Date     Condition        Report By
 FP0064  HISTORY     - 1934     MONUMENTED       CGS
 FP0064  HISTORY     - 1962     GOOD             USGS
 FP0064
 FP0064                          STATION DESCRIPTION
 FP0064
 FP0064'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 FP0064'4.1 MI E FROM EL MORRO.
 FP0064'4.0 MI E ALONG STATE HIGHWAY 53 FROM EL MORRO, VALENCIA COUNTY, 0.3 MI
 FP0064'E OF NEW EL MORRO POST OFFICE, 27 FEET S OF HIGHWAY ON A SMALL HILL 15
 FP0064'FT NE OF LONE TREE AND SET IN A LAVA ROCK OUTCROP.  A STANDARD DISK
 FP0064'STAMPED E 47 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0345 ***********************************************************************
 DS0345  DESIGNATION -  E 48
 DS0345  PID         -  DS0345
 DS0345  STATE/COUNTY-  NM/OTERO
 DS0345  USGS QUAD   -  TULAROSA PEAK (1981)
 DS0345
 DS0345                         *CURRENT SURVEY CONTROL
 DS0345  ___________________________________________________________________
 DS0345* NAD 83(1986)-  33 06 06.     (N)    106 14 54.     (W)     SCALED    
 DS0345* NAVD 88     -      1223.541  (meters)    4014.23   (feet)  ADJUSTED  
 DS0345  ___________________________________________________________________
 DS0345  GEOID HEIGHT-         -22.91  (meters)                     GEOID03
 DS0345  DYNAMIC HT  -        1221.783 (meters)    4008.47  (feet)  COMP
 DS0345  MODELED GRAV-     979,159.8   (mgal)                       NAVD 88
 DS0345
 DS0345  VERT ORDER  -  SECOND    CLASS 0
 DS0345
 DS0345.The horizontal coordinates were scaled from a topographic map and have
 DS0345.an estimated accuracy of +/- 6 seconds.
 DS0345
 DS0345.The orthometric height was determined by differential leveling
 DS0345.and adjusted by the National Geodetic Survey in June 1991..
 DS0345
 DS0345.The geoid height was determined by GEOID03.
 DS0345
 DS0345.The dynamic height is computed by dividing the NAVD 88
 DS0345.geopotential number by the normal gravity value computed on the
 DS0345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0345.degrees latitude (g = 980.6199 gals.).
 DS0345
 DS0345.The modeled gravity was interpolated from observed gravity values.
 DS0345
 DS0345;                    North         East    Units  Estimated Accuracy
 DS0345;SPC NM C     -   233,030.      500,160.      MT  (+/- 180 meters Scaled)
 DS0345
 DS0345                          SUPERSEDED SURVEY CONTROL
 DS0345
 DS0345  NGVD 29 (??/??/92) 1222.933  (m)         4012.24   (f) ADJ UNCH    2 0
 DS0345
 DS0345.Superseded values are not recommended for survey control.
 DS0345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0345.See file dsdata.txt to determine how the superseded data were derived.
 DS0345
 DS0345_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS835632(NAD 83)
 DS0345_MARKER: DB = BENCH MARK DISK
 DS0345_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0345_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0345_STAMPING: E 48 1934
 DS0345_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0345+STABILITY: SURFACE MOTION
 DS0345
 DS0345  HISTORY     - Date     Condition        Report By
 DS0345  HISTORY     - 1934     MONUMENTED       CGS
 DS0345  HISTORY     - 1953     GOOD             NGS
 DS0345  HISTORY     - 1975     MARK NOT FOUND   USGS
 DS0345
 DS0345                          STATION DESCRIPTION
 DS0345
 DS0345'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 DS0345'13.0 MI W FROM TULAROSA.
 DS0345'13.0 MILES WEST ALONG ABANDONED NEW MEXICO STATE HIGHWAY 52 FROM THE
 DS0345'SOUTHERN PACIFIC RAILWAY STATION AT TULAROSA, AT THE NORTH END OF A
 DS0345'SMALL DRY LAKE BED, IN THE BOTTOM OF A DIP, 23 FEET NORTH OF THE
 DS0345'CENTER LINE OF THE HIGHWAY, 1.1 FEET NORTH OF A REFERENCE POST, AND
 DS0345'SET IN THE TOP OF A CONCRETE POST PROJECTING 1.4 FEET ABOVE THE
 DS0345'GROUND.
 DS0345
 DS0345                          STATION RECOVERY (1975)
 DS0345
 DS0345'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 DS0345'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0526 ***********************************************************************
 DS0526  DESIGNATION -  E 49
 DS0526  PID         -  DS0526
 DS0526  STATE/COUNTY-  NM/SIERRA
 DS0526  USGS QUAD   -  SHANNON CANYON NW (1981)
 DS0526
 DS0526                         *CURRENT SURVEY CONTROL
 DS0526  ___________________________________________________________________
 DS0526* NAD 83(1986)-  33 11 26.     (N)    106 56 45.     (W)     SCALED    
 DS0526* NAVD 88     -      1520.934  (meters)    4989.93   (feet)  ADJUSTED  
 DS0526  ___________________________________________________________________
 DS0526  GEOID HEIGHT-         -22.71  (meters)                     GEOID03
 DS0526  DYNAMIC HT  -        1518.711 (meters)    4982.64  (feet)  COMP
 DS0526  MODELED GRAV-     979,122.0   (mgal)                       NAVD 88
 DS0526
 DS0526  VERT ORDER  -  SECOND    CLASS 0
 DS0526
 DS0526.The horizontal coordinates were scaled from a topographic map and have
 DS0526.an estimated accuracy of +/- 6 seconds.
 DS0526
 DS0526.The orthometric height was determined by differential leveling
 DS0526.and adjusted by the National Geodetic Survey in June 1991..
 DS0526
 DS0526.The geoid height was determined by GEOID03.
 DS0526
 DS0526.The dynamic height is computed by dividing the NAVD 88
 DS0526.geopotential number by the normal gravity value computed on the
 DS0526.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0526.degrees latitude (g = 980.6199 gals.).
 DS0526
 DS0526.The modeled gravity was interpolated from observed gravity values.
 DS0526
 DS0526;                    North         East    Units  Estimated Accuracy
 DS0526;SPC NM W     -   243,240.      912,760.      MT  (+/- 180 meters Scaled)
 DS0526
 DS0526                          SUPERSEDED SURVEY CONTROL
 DS0526
 DS0526  NGVD 29 (??/??/92) 1520.276  (m)         4987.77   (f) ADJ UNCH    2 0
 DS0526
 DS0526.Superseded values are not recommended for survey control.
 DS0526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0526.See file dsdata.txt to determine how the superseded data were derived.
 DS0526
 DS0526_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS186740(NAD 83)
 DS0526_MARKER: DB = BENCH MARK DISK
 DS0526_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0526_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0526_STAMPING: E 49 1934
 DS0526_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0526+STABILITY: SURFACE MOTION
 DS0526
 DS0526  HISTORY     - Date     Condition        Report By
 DS0526  HISTORY     - 1934     MONUMENTED       CGS
 DS0526  HISTORY     - 1953     GOOD             NGS
 DS0526
 DS0526                          STATION DESCRIPTION
 DS0526
 DS0526'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 DS0526'4.9 MI E FROM ENGLE.
 DS0526'4.9 MILES EAST ALONG ABANDONED NEW MEXICO STATE HIGHWAY 52 FROM THE
 DS0526'ATCHISON, TOPEKA AND SANTA FE RAILWAY STATION AT ENGLE, ON THE CREST
 DS0526'OF A LONG HILL, 0.35 MILE EAST OF AN INTERSECTION WITH A TRAIL ROAD,
 DS0526'23 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 1.0 FOOT SOUTH OF A
 DS0526'REFERENCE POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1.0
 DS0526'FOOT ABOVE THE GROUND.  NOTE-- THIS POST IS CRACKED CONSIDERABLY BUT
 DS0526'AT PRESENT IS STILL SOLID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0352 ***********************************************************************
 EP0352  DESIGNATION -  E 5
 EP0352  PID         -  EP0352
 EP0352  STATE/COUNTY-  NM/TORRANCE
 EP0352  USGS QUAD   -  NEGRA (1978)
 EP0352
 EP0352                         *CURRENT SURVEY CONTROL
 EP0352  ___________________________________________________________________
 EP0352* NAD 83(1986)-  34 39 34.     (N)    105 30 29.     (W)     SCALED    
 EP0352* NAVD 88     -      1880.646  (meters)    6170.09   (feet)  ADJUSTED  
 EP0352  ___________________________________________________________________
 EP0352  GEOID HEIGHT-         -19.85  (meters)                     GEOID03
 EP0352  DYNAMIC HT  -        1878.009 (meters)    6161.43  (feet)  COMP
 EP0352  MODELED GRAV-     979,165.4   (mgal)                       NAVD 88
 EP0352
 EP0352  VERT ORDER  -  FIRST     CLASS II
 EP0352
 EP0352.The horizontal coordinates were scaled from a topographic map and have
 EP0352.an estimated accuracy of +/- 6 seconds.
 EP0352
 EP0352.The orthometric height was determined by differential leveling
 EP0352.and adjusted by the National Geodetic Survey in June 1991..
 EP0352
 EP0352.The geoid height was determined by GEOID03.
 EP0352
 EP0352.The dynamic height is computed by dividing the NAVD 88
 EP0352.geopotential number by the normal gravity value computed on the
 EP0352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EP0352.degrees latitude (g = 980.6199 gals.).
 EP0352
 EP0352.The modeled gravity was interpolated from observed gravity values.
 EP0352
 EP0352;                    North         East    Units  Estimated Accuracy
 EP0352;SPC NM C     -   406,050.      568,000.      MT  (+/- 180 meters Scaled)
 EP0352
 EP0352                          SUPERSEDED SURVEY CONTROL
 EP0352
 EP0352  NGVD 29 (??/??/92) 1879.858  (m)         6167.50   (f) ADJ UNCH    1 2
 EP0352
 EP0352.Superseded values are not recommended for survey control.
 EP0352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EP0352.See file dsdata.txt to determine how the superseded data were derived.
 EP0352
 EP0352_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDU534353(NAD 83)
 EP0352_MARKER: DB = BENCH MARK DISK
 EP0352_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EP0352_SP_SET: ABUTMENT
 EP0352_STAMPING: E 5 1911 6167.566
 EP0352_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EP0352
 EP0352  HISTORY     - Date     Condition        Report By
 EP0352  HISTORY     - 1911     MONUMENTED       CGS
 EP0352  HISTORY     - 1958     GOOD             NGS
 EP0352
 EP0352                          STATION DESCRIPTION
 EP0352
 EP0352'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 EP0352'3.1 MI W FROM ENCINO.
 EP0352'ABOUT 3.1 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 EP0352'FROM THE STATION AT ENCINO, 5 1/2 POLES EAST OF MILEPOST 807, IN THE
 EP0352'TOP OF THE NORTH END OF THE EAST CONCRETE ABUTMENT OF A LARGE STEEL
 EP0352'GIRDER BRIDGE, 7 FEET NORTH OF THE NORTH RAIL, AND ABOUT 3 FEET BELOW
 EP0352'THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0021 ***********************************************************************
 DS0021  DESIGNATION -  E 50
 DS0021  PID         -  DS0021
 DS0021  STATE/COUNTY-  NM/SOCORRO
 DS0021  USGS QUAD   -  PINK PEAK (1982)
 DS0021
 DS0021                         *CURRENT SURVEY CONTROL
 DS0021  ___________________________________________________________________
 DS0021* NAD 83(1986)-  33 47 35.     (N)    106 10 19.     (W)     SCALED    
 DS0021* NAVD 88     -      1835.178  (meters)    6020.91   (feet)  ADJUSTED  
 DS0021  ___________________________________________________________________
 DS0021  GEOID HEIGHT-         -20.91  (meters)                     GEOID03
 DS0021  DYNAMIC HT  -        1832.429 (meters)    6011.89  (feet)  COMP
 DS0021  MODELED GRAV-     979,073.2   (mgal)                       NAVD 88
 DS0021
 DS0021  VERT ORDER  -  FIRST     CLASS II
 DS0021
 DS0021.The horizontal coordinates were scaled from a topographic map and have
 DS0021.an estimated accuracy of +/- 6 seconds.
 DS0021
 DS0021.The orthometric height was determined by differential leveling
 DS0021.and adjusted by the National Geodetic Survey in June 1991..
 DS0021
 DS0021.The geoid height was determined by GEOID03.
 DS0021
 DS0021.The dynamic height is computed by dividing the NAVD 88
 DS0021.geopotential number by the normal gravity value computed on the
 DS0021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0021.degrees latitude (g = 980.6199 gals.).
 DS0021
 DS0021.The modeled gravity was interpolated from observed gravity values.
 DS0021
 DS0021;                    North         East    Units  Estimated Accuracy
 DS0021;SPC NM C     -   309,700.      507,230.      MT  (+/- 180 meters Scaled)
 DS0021
 DS0021                          SUPERSEDED SURVEY CONTROL
 DS0021
 DS0021  NGVD 29 (??/??/92) 1834.378  (m)         6018.29   (f) ADJ UNCH    1 2
 DS0021
 DS0021.Superseded values are not recommended for survey control.
 DS0021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0021.See file dsdata.txt to determine how the superseded data were derived.
 DS0021
 DS0021_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT915398(NAD 83)
 DS0021_MARKER: DB = BENCH MARK DISK
 DS0021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0021_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0021_STAMPING: E 50 1934
 DS0021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0021+STABILITY: SURFACE MOTION
 DS0021
 DS0021  HISTORY     - Date     Condition        Report By
 DS0021  HISTORY     - 1934     MONUMENTED       CGS
 DS0021  HISTORY     - 1969     GOOD             NGS
 DS0021
 DS0021                          STATION DESCRIPTION
 DS0021
 DS0021'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 DS0021'22.35 MI NW FROM CARRIZOZO.
 DS0021'ABOUT 0.45 MILE NORTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 DS0021'THE STATION AT CARRIZOZO, THENCE 21.9 MILES NORTHWEST ALONG U.S.
 DS0021'HIGHWAY 380, 0.15 MILE NORTHWEST OF THE JUNCTION OF THE HIGHWAY AND A
 DS0021'ROAD WHICH LEADS EAST, 100 YARDS NORTHWEST OF THE EXTREME SOUTHEAST
 DS0021'END OF A CURVE IN THE HIGHWAY, 32 FEET SOUTHWEST OF THE CENTER LINE OF
 DS0021'THE HIGHWAY, 1.0 FOOT SOUTHEAST OF A METAL WITNESS POST, ABOUT LEVEL
 DS0021'WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 DS0021'4 INCHES ABOVE THE SURFACE OF THE GROUND.  SEC 13, T 6S, R 7E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0336 ***********************************************************************
 EP0336  DESIGNATION -  E 51
 EP0336  PID         -  EP0336
 EP0336  STATE/COUNTY-  NM/TORRANCE
 EP0336  USGS QUAD   -  CEDARVALE (1995)
 EP0336
 EP0336                         *CURRENT SURVEY CONTROL
 EP0336  ___________________________________________________________________
 EP0336* NAD 83(1986)-  34 17 41.     (N)    105 37 56.     (W)     SCALED    
 EP0336* NAVD 88     -      2008.826  (meters)    6590.62   (feet)  ADJUSTED  
 EP0336  ___________________________________________________________________
 EP0336  GEOID HEIGHT-         -19.93  (meters)                     GEOID03
 EP0336  DYNAMIC HT  -        2005.897 (meters)    6581.01  (feet)  COMP
 EP0336  MODELED GRAV-     979,105.1   (mgal)                       NAVD 88
 EP0336
 EP0336  VERT ORDER  -  SECOND    CLASS 0
 EP0336
 EP0336.The horizontal coordinates were scaled from a topographic map and have
 EP0336.an estimated accuracy of +/- 6 seconds.
 EP0336
 EP0336.The orthometric height was determined by differential leveling
 EP0336.and adjusted by the National Geodetic Survey in June 1991..
 EP0336
 EP0336.The geoid height was determined by GEOID03.
 EP0336
 EP0336.The dynamic height is computed by dividing the NAVD 88
 EP0336.geopotential number by the normal gravity value computed on the
 EP0336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EP0336.degrees latitude (g = 980.6199 gals.).
 EP0336
 EP0336.The modeled gravity was interpolated from observed gravity values.
 EP0336
 EP0336;                    North         East    Units  Estimated Accuracy
 EP0336;SPC NM C     -   365,520.      556,870.      MT  (+/- 180 meters Scaled)
 EP0336
 EP0336                          SUPERSEDED SURVEY CONTROL
 EP0336
 EP0336  NGVD 29 (??/??/92) 2007.978  (m)         6587.84   (f) ADJ UNCH    2 0
 EP0336
 EP0336.Superseded values are not recommended for survey control.
 EP0336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EP0336.See file dsdata.txt to determine how the superseded data were derived.
 EP0336
 EP0336_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDT418950(NAD 83)
 EP0336_MARKER: DB = BENCH MARK DISK
 EP0336_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EP0336_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EP0336_STAMPING: E 51 1934
 EP0336_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EP0336+STABILITY: SURFACE MOTION
 EP0336
 EP0336  HISTORY     - Date     Condition        Report By
 EP0336  HISTORY     - 1934     MONUMENTED       CGS
 EP0336  HISTORY     - 1975     GOOD             USGS
 EP0336
 EP0336                          STATION DESCRIPTION
 EP0336
 EP0336'DESCRIBED BY US GEOLOGICAL SURVEY 1975
 EP0336'3.9 MI NW FROM CORONA.
 EP0336'CORONA, 3.9 MI. NW OF.  ALONG STATE HWY. 42.  THENCE 0.2 MI. WEST
 EP0336'ACROSS COUNTRY, 40 FT. S. CENTER OF OLD ROAD BED, 15 FT. W. OF A
 EP0336'TELEPHONE POLE AND IN LINE WITH A ROW OF POLES, NEAR SECTION CORNERS
 EP0336'24, 25, 19, 30 T. 1 N., R. 12 E., R. 13 E.  A   STANDARD TABLET
 EP0336'STAMPED E 51 1934, SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0040 ***********************************************************************
 EQ0040  DESIGNATION -  E 52
 EQ0040  PID         -  EQ0040
 EQ0040  STATE/COUNTY-  NM/TORRANCE
 EQ0040  USGS QUAD   -  ESTANCIA (1986)
 EQ0040
 EQ0040                         *CURRENT SURVEY CONTROL
 EQ0040  ___________________________________________________________________
 EQ0040* NAD 83(1986)-  34 52 19.     (N)    106 03 07.     (W)     SCALED    
 EQ0040* NAVD 88     -      1875.151  (meters)    6152.06   (feet)  ADJUSTED  
 EQ0040  ___________________________________________________________________
 EQ0040  GEOID HEIGHT-         -19.72  (meters)                     GEOID03
 EQ0040  DYNAMIC HT  -        1872.492 (meters)    6143.33  (feet)  COMP
 EQ0040  MODELED GRAV-     979,149.6   (mgal)                       NAVD 88
 EQ0040
 EQ0040  VERT ORDER  -  SECOND    CLASS 0
 EQ0040
 EQ0040.The horizontal coordinates were scaled from a topographic map and have
 EQ0040.an estimated accuracy of +/- 6 seconds.
 EQ0040
 EQ0040.The orthometric height was determined by differential leveling
 EQ0040.and adjusted by the National Geodetic Survey in June 1991..
 EQ0040
 EQ0040.The geoid height was determined by GEOID03.
 EQ0040
 EQ0040.The dynamic height is computed by dividing the NAVD 88
 EQ0040.geopotential number by the normal gravity value computed on the
 EQ0040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0040.degrees latitude (g = 980.6199 gals.).
 EQ0040
 EQ0040.The modeled gravity was interpolated from observed gravity values.
 EQ0040
 EQ0040;                    North         East    Units  Estimated Accuracy
 EQ0040;SPC NM C     -   429,390.      518,110.      MT  (+/- 180 meters Scaled)
 EQ0040
 EQ0040                          SUPERSEDED SURVEY CONTROL
 EQ0040
 EQ0040  NGVD 29 (??/??/92) 1874.281  (m)         6149.20   (f) ADJ UNCH    2 0
 EQ0040
 EQ0040.Superseded values are not recommended for survey control.
 EQ0040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0040.See file dsdata.txt to determine how the superseded data were derived.
 EQ0040
 EQ0040_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDU038593(NAD 83)
 EQ0040_MARKER: DB = BENCH MARK DISK
 EQ0040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EQ0040_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EQ0040_STAMPING: E 52 1934
 EQ0040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EQ0040+STABILITY: SURFACE MOTION
 EQ0040
 EQ0040  HISTORY     - Date     Condition        Report By
 EQ0040  HISTORY     - 1934     MONUMENTED       CGS
 EQ0040  HISTORY     - 1954     GOOD             USGS
 EQ0040
 EQ0040                          STATION DESCRIPTION
 EQ0040
 EQ0040'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 EQ0040'7.8 MI N FROM ESTANCIA.
 EQ0040'ESTANCIA, ATCHISON TOPEKA AND SANTA FE RAILWAY STATION, N. 7.8 MILES
 EQ0040'FROM ALONG THE RAILROAD.  8.0 MILES S. OF MORIARTY.  670 FT. N. OF A
 EQ0040'SECONDARY ROAD CROSSING.  100 FT. W. OF STATE HWY. 41. 22 FT. E. OF
 EQ0040'THE CENTERLINE OF THE TRACK.  IN A CONCRETE POST.  STANDARD U.S.C. AND
 EQ0040'G.S. DISK STAMPED E 52 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0204 ***********************************************************************
 FO0204  DESIGNATION -  E 53
 FO0204  PID         -  FO0204
 FO0204  STATE/COUNTY-  NM/BERNALILLO
 FO0204  USGS QUAD   -  SEDILLO (1995)
 FO0204
 FO0204                         *CURRENT SURVEY CONTROL
 FO0204  ___________________________________________________________________
 FO0204* NAD 83(1986)-  35 06 52.     (N)    106 19 49.     (W)     SCALED    
 FO0204* NAVD 88     -      2025.390  (meters)    6644.97   (feet)  ADJUSTED  
 FO0204  ___________________________________________________________________
 FO0204  GEOID HEIGHT-         -19.51  (meters)                     GEOID03
 FO0204  DYNAMIC HT  -        2022.542 (meters)    6635.62  (feet)  COMP
 FO0204  MODELED GRAV-     979,155.3   (mgal)                       NAVD 88
 FO0204
 FO0204  VERT ORDER  -  SECOND    CLASS 0
 FO0204
 FO0204.The horizontal coordinates were scaled from a topographic map and have
 FO0204.an estimated accuracy of +/- 6 seconds.
 FO0204
 FO0204.The orthometric height was determined by differential leveling
 FO0204.and adjusted by the National Geodetic Survey in June 1991..
 FO0204
 FO0204.The geoid height was determined by GEOID03.
 FO0204
 FO0204.The dynamic height is computed by dividing the NAVD 88
 FO0204.geopotential number by the normal gravity value computed on the
 FO0204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0204.degrees latitude (g = 980.6199 gals.).
 FO0204
 FO0204.The modeled gravity was interpolated from observed gravity values.
 FO0204
 FO0204;                    North         East    Units  Estimated Accuracy
 FO0204;SPC NM C     -   456,270.      492,680.      MT  (+/- 180 meters Scaled)
 FO0204
 FO0204                          SUPERSEDED SURVEY CONTROL
 FO0204
 FO0204  NGVD 29 (??/??/92) 2024.498  (m)         6642.04   (f) ADJ UNCH    2 0
 FO0204
 FO0204.Superseded values are not recommended for survey control.
 FO0204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0204.See file dsdata.txt to determine how the superseded data were derived.
 FO0204
 FO0204_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU787865(NAD 83)
 FO0204_MARKER: DB = BENCH MARK DISK
 FO0204_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FO0204_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FO0204_STAMPING: E 53 1934
 FO0204_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO0204+STABILITY: SURFACE MOTION
 FO0204_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FO0204+SATELLITE: SATELLITE OBSERVATIONS - March 28, 2005
 FO0204
 FO0204  HISTORY     - Date     Condition        Report By
 FO0204  HISTORY     - 1934     MONUMENTED       CGS
 FO0204  HISTORY     - 1954     GOOD             USGS
 FO0204  HISTORY     - 20050328 GOOD             NMHD
 FO0204
 FO0204                          STATION DESCRIPTION
 FO0204
 FO0204'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 FO0204'1.8 MI NE FROM ZAMORA.
 FO0204'ZAMORA, ABOUT 1.8 MILES NE OF ALONG OLD U.S. HIGHWAY 66, 87 YARDS WEST
 FO0204'OF A WASH, 60 FEET NORTH OF A CONCRETE CULVERT (4X4), 6 FEET SOUTH OF
 FO0204'F.A.P. MONUMENT 51 A STA 465+00, AND 25 FEET EAST OF THE CENTERLINE OF
 FO0204'THE HIGHWAY, A STANDARD DISK SET IN THE TOP OF A CONCRETE POST,
 FO0204'STAMPED E 53 1934.
 FO0204
 FO0204                          STATION RECOVERY (2005)
 FO0204
 FO0204'RECOVERY NOTE BY NM HIGHWAY DEPT 2005 (WAB)
 FO0204'DESCRIPTION IS ADEQUATE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0598 ***********************************************************************
 GL0598  DESIGNATION -  E 54
 GL0598  PID         -  GL0598
 GL0598  STATE/COUNTY-  NM/UNION
 GL0598  USGS QUAD   -  CLAYTON (1970)
 GL0598
 GL0598                         *CURRENT SURVEY CONTROL
 GL0598  ___________________________________________________________________
 GL0598* NAD 83(1986)-  36 26 31.     (N)    103 10 47.     (W)     SCALED    
 GL0598* NAVD 88     -      1534.145  (meters)    5033.27   (feet)  ADJUSTED  
 GL0598  ___________________________________________________________________
 GL0598  GEOID HEIGHT-         -22.08  (meters)                     GEOID03
 GL0598  DYNAMIC HT  -        1532.325 (meters)    5027.30  (feet)  COMP
 GL0598  MODELED GRAV-     979,391.8   (mgal)                       NAVD 88
 GL0598
 GL0598  VERT ORDER  -  FIRST     CLASS II
 GL0598
 GL0598.The horizontal coordinates were scaled from a topographic map and have
 GL0598.an estimated accuracy of +/- 6 seconds.
 GL0598
 GL0598.The orthometric height was determined by differential leveling
 GL0598.and adjusted by the National Geodetic Survey in June 1991..
 GL0598
 GL0598.The geoid height was determined by GEOID03.
 GL0598
 GL0598.The dynamic height is computed by dividing the NAVD 88
 GL0598.geopotential number by the normal gravity value computed on the
 GL0598.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0598.degrees latitude (g = 980.6199 gals.).
 GL0598
 GL0598.The modeled gravity was interpolated from observed gravity values.
 GL0598
 GL0598;                    North         East    Units  Estimated Accuracy
 GL0598;SPC NM E     -   604,170.      268,420.      MT  (+/- 180 meters Scaled)
 GL0598
 GL0598                          SUPERSEDED SURVEY CONTROL
 GL0598
 GL0598  NGVD 29 (??/??/92) 1533.408  (m)         5030.86   (f) ADJ UNCH    1 2
 GL0598
 GL0598.Superseded values are not recommended for survey control.
 GL0598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0598.See file dsdata.txt to determine how the superseded data were derived.
 GL0598
 GL0598_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA631345(NAD 83)
 GL0598_MARKER: DB = BENCH MARK DISK
 GL0598_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0598_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0598_STAMPING: E 54 1934
 GL0598_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0598+STABILITY: SURFACE MOTION
 GL0598_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GL0598+SATELLITE: SATELLITE OBSERVATIONS - August 09, 2005
 GL0598
 GL0598  HISTORY     - Date     Condition        Report By
 GL0598  HISTORY     - 1934     MONUMENTED       CGS
 GL0598  HISTORY     - 1956     GOOD             NGS
 GL0598  HISTORY     - 20040806 GOOD             USPSQD
 GL0598  HISTORY     - 20050809 GOOD             USPSQD
 GL0598
 GL0598                          STATION DESCRIPTION
 GL0598
 GL0598'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GL0598'0.8 MI SE FROM CLAYTON.
 GL0598'0.8 MILE SOUTHEAST ALONG THE COLORADO AND SOUTHERN RAILROAD FROM THE
 GL0598'STATION AT CLAYTON, AT A DIRT ROAD CROSSING, 89.4 FEET NORTHEAST OF
 GL0598'THE NORTHEAST RAIL, 63 FEET SOUTH OF THE CENTER LINE OF A DIRT ROAD,
 GL0598'4.5 FEET SOUTH OF A FENCE, 3 FEET NORTH OF A WITNESS POST, 205 FEET
 GL0598'NORTHEAST OF BENCH MARK H 214, SET IN THE TOP OF A CONCRETE POST WHICH
 GL0598'IS 0.4 FOOT BELOW THE TOP OF THE GROUND.
 GL0598
 GL0598                          STATION RECOVERY (2004)
 GL0598
 GL0598'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 GL0598'E 54 AND A LINE POINTING TO THE MARK PAINTED ON THE HIGHWAY. SLAT AND
 GL0598'ORANGE TAPE AT THE MARK.
 GL0598
 GL0598                          STATION RECOVERY (2005)
 GL0598
 GL0598'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 GL0598'SAME AS LAST YEAR.  STILL GOOD.
 GL0598' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1084 ***********************************************************************
 GL1084  DESIGNATION -  E 55
 GL1084  PID         -  GL1084
 GL1084  STATE/COUNTY-  NM/UNION
 GL1084  USGS QUAD   -  DES MOINES (1972)
 GL1084
 GL1084                         *CURRENT SURVEY CONTROL
 GL1084  ___________________________________________________________________
 GL1084* NAD 83(1986)-  36 45 49.     (N)    103 50 10.     (W)     SCALED    
 GL1084* NAVD 88     -      2018.661  (meters)    6622.89   (feet)  ADJUSTED  
 GL1084  ___________________________________________________________________
 GL1084  GEOID HEIGHT-         -19.21  (meters)                     GEOID03
 GL1084  DYNAMIC HT  -        2016.143 (meters)    6614.63  (feet)  COMP
 GL1084  MODELED GRAV-     979,311.3   (mgal)                       NAVD 88
 GL1084
 GL1084  VERT ORDER  -  FIRST     CLASS II
 GL1084
 GL1084.The horizontal coordinates were scaled from a topographic map and have
 GL1084.an estimated accuracy of +/- 6 seconds.
 GL1084
 GL1084.The orthometric height was determined by differential leveling
 GL1084.and adjusted by the National Geodetic Survey in June 1991..
 GL1084.WARNING-Repeat measurements at this control monument indicate possible
 GL1084.vertical movement.
 GL1084
 GL1084.The geoid height was determined by GEOID03.
 GL1084
 GL1084.The dynamic height is computed by dividing the NAVD 88
 GL1084.geopotential number by the normal gravity value computed on the
 GL1084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL1084.degrees latitude (g = 980.6199 gals.).
 GL1084
 GL1084.The modeled gravity was interpolated from observed gravity values.
 GL1084
 GL1084;                    North         East    Units  Estimated Accuracy
 GL1084;SPC NM E     -   639,360.      209,390.      MT  (+/- 180 meters Scaled)
 GL1084
 GL1084                          SUPERSEDED SURVEY CONTROL
 GL1084
 GL1084  NGVD 29 (??/??/92) 2017.688  (m)         6619.70   (f) ADJ UNCH    1 2
 GL1084
 GL1084.Superseded values are not recommended for survey control.
 GL1084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1084.See file dsdata.txt to determine how the superseded data were derived.
 GL1084
 GL1084_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA038692(NAD 83)
 GL1084_MARKER: DB = BENCH MARK DISK
 GL1084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL1084_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL1084_STAMPING: E 55 1934
 GL1084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL1084+STABILITY: SURFACE MOTION
 GL1084_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GL1084+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2004
 GL1084
 GL1084  HISTORY     - Date     Condition        Report By
 GL1084  HISTORY     - 1934     MONUMENTED       CGS
 GL1084  HISTORY     - 1955     GOOD             NGS
 GL1084  HISTORY     - 1972     MARK NOT FOUND   USGS
 GL1084  HISTORY     - 20040806 GOOD             USPSQD
 GL1084
 GL1084                          STATION DESCRIPTION
 GL1084
 GL1084'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GL1084'IN DES MOINES.
 GL1084'AT DES MOINES, 58 FEET NORTH OF THE TICKET WINDOW OF THE COLORADO AND
 GL1084'SOUTHERN RAILROAD STATION, 42 FEET NORTH OF THE NORTH RAIL OF THE MAIN
 GL1084'TRACK, 215 FEET EAST OF THE CENTER LINE OF STATE HIGHWAY 72, SET IN
 GL1084'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 GL1084'NOTE-- LAND HAS FILL DIRT COVERING THE AREA.
 GL1084
 GL1084                          STATION RECOVERY (1972)
 GL1084
 GL1084'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 GL1084'MARK NOT FOUND.
 GL1084
 GL1084                          STATION RECOVERY (2004)
 GL1084
 GL1084'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 GL1084'MARK IS ABOUT 12 INCHES BELOW SAND
 GL1084'MARK IS SATMPED E 55 1934
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0193 ***********************************************************************
 GM0193  DESIGNATION -  E 56
 GM0193  PID         -  GM0193
 GM0193  STATE/COUNTY-  NM/COLFAX
 GM0193  USGS QUAD   -  COLFAX (1971)
 GM0193
 GM0193                         *CURRENT SURVEY CONTROL
 GM0193  ___________________________________________________________________
 GM0193* NAD 83(1986)-  36 30 59.     (N)    104 39 02.     (W)     SCALED    
 GM0193* NAVD 88     -      1833.565  (meters)    6015.62   (feet)  ADJUSTED  
 GM0193  ___________________________________________________________________
 GM0193  GEOID HEIGHT-         -18.61  (meters)                     GEOID03
 GM0193  DYNAMIC HT  -        1831.229 (meters)    6007.96  (feet)  COMP
 GM0193  MODELED GRAV-     979,292.8   (mgal)                       NAVD 88
 GM0193
 GM0193  VERT ORDER  -  FIRST     CLASS II
 GM0193
 GM0193.The horizontal coordinates were scaled from a topographic map and have
 GM0193.an estimated accuracy of +/- 6 seconds.
 GM0193
 GM0193.The orthometric height was determined by differential leveling
 GM0193.and adjusted by the National Geodetic Survey in June 1991..
 GM0193
 GM0193.The geoid height was determined by GEOID03.
 GM0193
 GM0193.The dynamic height is computed by dividing the NAVD 88
 GM0193.geopotential number by the normal gravity value computed on the
 GM0193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GM0193.degrees latitude (g = 980.6199 gals.).
 GM0193
 GM0193.The modeled gravity was interpolated from observed gravity values.
 GM0193
 GM0193;                    North         East    Units  Estimated Accuracy
 GM0193;SPC NM E     -   611,860.      136,590.      MT  (+/- 180 meters Scaled)
 GM0193
 GM0193                          SUPERSEDED SURVEY CONTROL
 GM0193
 GM0193.No superseded survey control is available for this station.
 GM0193
 GM0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEA312412(NAD 83)
 GM0193_MARKER: DB = BENCH MARK DISK
 GM0193_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GM0193_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GM0193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GM0193+STABILITY: SURFACE MOTION
 GM0193
 GM0193  HISTORY     - Date     Condition        Report By
 GM0193  HISTORY     - UNK      MONUMENTED       CGS
 GM0193  HISTORY     - 1934     GOOD             NGS
 GM0193  HISTORY     - 1934     GOOD             NGS
 GM0193
 GM0193                          STATION DESCRIPTION
 GM0193
 GM0193'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GM0193'6.0 MI W FROM FRENCH.
 GM0193'6.0 MILES WEST OF FRENCH RAILROAD MILAGE.  ON R.O.W. OF THE SOUTHERN
 GM0193'PACIFIC RAILROAD.  72.0 FT NORTH OF THE CENTERLINE OF TRACK.  900.0 FT
 GM0193'WEST OF THE TELEPHONE LINE CROSSING THE TRACK FROM SOUTHEAST TO
 GM0193'NORTHWEST.  AT MILE POST 1747.0 RAILROAD MILAGE.
 GM0193
 GM0193                          STATION RECOVERY (1934)
 GM0193
 GM0193'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 GM0193'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0423 ***********************************************************************
 GM0423  DESIGNATION -  E 58
 GM0423  PID         -  GM0423
 GM0423  STATE/COUNTY-  NM/TAOS
 GM0423  USGS QUAD   -  CARSON (1995)
 GM0423
 GM0423                         *CURRENT SURVEY CONTROL
 GM0423  ___________________________________________________________________
 GM0423* NAD 83(1986)-  36 21 44.     (N)    105 50 10.     (W)     SCALED    
 GM0423* NAVD 88     -      2143.879  (meters)    7033.71   (feet)  ADJUSTED  
 GM0423  ___________________________________________________________________
 GM0423  GEOID HEIGHT-         -18.13  (meters)                     GEOID03
 GM0423  DYNAMIC HT  -        2140.907 (meters)    7023.96  (feet)  COMP
 GM0423  MODELED GRAV-     979,169.6   (mgal)                       NAVD 88
 GM0423
 GM0423  VERT ORDER  -  FIRST     CLASS II
 GM0423
 GM0423.The horizontal coordinates were scaled from a topographic map and have
 GM0423.an estimated accuracy of +/- 6 seconds.
 GM0423
 GM0423.The orthometric height was determined by differential leveling
 GM0423.and adjusted by the National Geodetic Survey in June 1991..
 GM0423
 GM0423.The geoid height was determined by GEOID03.
 GM0423
 GM0423.The dynamic height is computed by dividing the NAVD 88
 GM0423.geopotential number by the normal gravity value computed on the
 GM0423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GM0423.degrees latitude (g = 980.6199 gals.).
 GM0423
 GM0423.The modeled gravity was interpolated from observed gravity values.
 GM0423
 GM0423;                    North         East    Units  Estimated Accuracy
 GM0423;SPC NM C     -   594,780.      537,140.      MT  (+/- 180 meters Scaled)
 GM0423
 GM0423                          SUPERSEDED SURVEY CONTROL
 GM0423
 GM0423.No superseded survey control is available for this station.
 GM0423
 GM0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDA249244(NAD 83)
 GM0423_MARKER: DB = BENCH MARK DISK
 GM0423_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GM0423_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GM0423_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GM0423+STABILITY: SURFACE MOTION
 GM0423
 GM0423  HISTORY     - Date     Condition        Report By
 GM0423  HISTORY     - UNK      MONUMENTED       CGS
 GM0423  HISTORY     - 1934     GOOD             NGS
 GM0423  HISTORY     - 1959     MARK NOT FOUND   USGS
 GM0423
 GM0423                          STATION DESCRIPTION
 GM0423
 GM0423'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GM0423'3.61 MI SE FROM TAOS JUNCTION.
 GM0423'3.61 MILES SOUTH EAST OF TAOS JUNCTION. BY HWY. 96 U. S. B. M. E 58 23
 GM0423'FT. NORTH OF CENTER-LINE OF NEW MEXICO STATE HWY. NO. 96.
 GM0423
 GM0423                          STATION RECOVERY (1959)
 GM0423
 GM0423'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 GM0423'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0270 ***********************************************************************
 GN0270  DESIGNATION -  E 59
 GN0270  PID         -  GN0270
 GN0270  STATE/COUNTY-  NM/RIO ARRIBA
 GN0270  USGS QUAD   -  DULCE (1983)
 GN0270
 GN0270                         *CURRENT SURVEY CONTROL
 GN0270  ___________________________________________________________________
 GN0270* NAD 83(1986)-  36 56 06.     (N)    106 55 32.     (W)     SCALED    
 GN0270* NAVD 88     -      2096.302  (meters)    6877.62   (feet)  ADJUSTED  
 GN0270  ___________________________________________________________________
 GN0270  GEOID HEIGHT-         -18.18  (meters)                     GEOID03
 GN0270  DYNAMIC HT  -        2093.522 (meters)    6868.50  (feet)  COMP
 GN0270  MODELED GRAV-     979,230.4   (mgal)                       NAVD 88
 GN0270
 GN0270  VERT ORDER  -  FIRST     CLASS II
 GN0270
 GN0270.The horizontal coordinates were scaled from a topographic map and have
 GN0270.an estimated accuracy of +/- 6 seconds.
 GN0270
 GN0270.The orthometric height was determined by differential leveling
 GN0270.and adjusted by the National Geodetic Survey in June 1991..
 GN0270
 GN0270.The geoid height was determined by GEOID03.
 GN0270
 GN0270.The dynamic height is computed by dividing the NAVD 88
 GN0270.geopotential number by the normal gravity value computed on the
 GN0270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GN0270.degrees latitude (g = 980.6199 gals.).
 GN0270
 GN0270.The modeled gravity was interpolated from observed gravity values.
 GN0270
 GN0270;                    North         East    Units  Estimated Accuracy
 GN0270;SPC NM C     -   658,470.      439,820.      MT  (+/- 180 meters Scaled)
 GN0270
 GN0270                          SUPERSEDED SURVEY CONTROL
 GN0270
 GN0270  NGVD 29 (??/??/92) 2094.990  (m)         6873.31   (f) ADJ UNCH    1 2
 GN0270
 GN0270.Superseded values are not recommended for survey control.
 GN0270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0270.See file dsdata.txt to determine how the superseded data were derived.
 GN0270
 GN0270_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCA285893(NAD 83)
 GN0270_MARKER: DB = BENCH MARK DISK
 GN0270_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GN0270_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GN0270_STAMPING: E 59 1934
 GN0270_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GN0270+STABILITY: SURFACE MOTION
 GN0270
 GN0270  HISTORY     - Date     Condition        Report By
 GN0270  HISTORY     - 1934     MONUMENTED       CGS
 GN0270  HISTORY     - 1978     GOOD             USGS
 GN0270
 GN0270                          STATION DESCRIPTION
 GN0270
 GN0270'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GN0270'0.6 MI SE FROM LUMBERTON.
 GN0270'0.6 MILE SOUTHEAST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 GN0270'FROM LUMBERTON, RIO ARRIBA COUNTY, OPPOSITE MILEPOST 369, 39 FEET
 GN0270'SOUTHEAST OF THE CENTER LINE OF THE TRACK, AND 30 FEET NORTHWEST OF
 GN0270'THE CENTER LINE OF STATE HIGHWAY 17.  A STANDARD DISK, STAMPED E 59
 GN0270'1934 AND SET IN THE TOP OF A CONCRETE POST.
 GN0270
 GN0270                          STATION RECOVERY (1978)
 GN0270
 GN0270'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 GN0270'LUMBERTON, 0.6 MILE NORTH WEST OF, ALONG THE DISMANTLED DENVER, RIO
 GN0270'GRANDE AND WESTERN RAILROAD, 680 FT NE OF FIRST CULVERT EAST OF
 GN0270'LUMBERTON, 143 FT. NORTH OF US HWY 64, 39 FT SOUTH EAST OF OLD
 GN0270'RAILROAD BED, IN CONCRETE POST PROJECTING 0.1 FT ABOVE GROUND-- A
 GN0270'STANDARD TABLET STAMPED E 59 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0135 ***********************************************************************
 EQ0135  DESIGNATION -  E 6
 EQ0135  PID         -  EQ0135
 EQ0135  STATE/COUNTY-  NM/SOCORRO
 EQ0135  USGS QUAD   -  SCHOLLE (1995)
 EQ0135
 EQ0135                         *CURRENT SURVEY CONTROL
 EQ0135  ___________________________________________________________________
 EQ0135* NAD 83(1986)-  34 25 50.     (N)    106 26 15.     (W)     SCALED    
 EQ0135* NAVD 88     -      1758.561  (meters)    5769.55   (feet)  POSTED    
 EQ0135  ___________________________________________________________________
 EQ0135  GEOID HEIGHT-         -20.47  (meters)                     GEOID03
 EQ0135  DYNAMIC HT  -        1756.070 (meters)    5761.37  (feet)  COMP
 EQ0135  MODELED GRAV-     979,153.7   (mgal)                       NAVD 88
 EQ0135
 EQ0135  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 EQ0135
 EQ0135.The horizontal coordinates were scaled from a topographic map and have
 EQ0135.an estimated accuracy of +/- 6 seconds.
 EQ0135
 EQ0135.The orthometric height was determined by differential leveling
 EQ0135.and adjusted by the National Geodetic Survey in 1992..
 EQ0135.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 EQ0135.rate of 4.1 thru 8.0 mm/km.
 EQ0135
 EQ0135.The geoid height was determined by GEOID03.
 EQ0135
 EQ0135.The dynamic height is computed by dividing the NAVD 88
 EQ0135.geopotential number by the normal gravity value computed on the
 EQ0135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0135.degrees latitude (g = 980.6199 gals.).
 EQ0135
 EQ0135.The modeled gravity was interpolated from observed gravity values.
 EQ0135
 EQ0135;                    North         East    Units  Estimated Accuracy
 EQ0135;SPC NM C     -   380,430.      482,770.      MT  (+/- 180 meters Scaled)
 EQ0135
 EQ0135                          SUPERSEDED SURVEY CONTROL
 EQ0135
 EQ0135.No superseded survey control is available for this station.
 EQ0135
 EQ0135_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU679108(NAD 83)
 EQ0135_MARKER: B = BOLT
 EQ0135_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EQ0135_SP_SET: BRIDGE
 EQ0135_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EQ0135
 EQ0135  HISTORY     - Date     Condition        Report By
 EQ0135  HISTORY     - UNK      MONUMENTED       CGS
 EQ0135  HISTORY     - 1958     MARK NOT FOUND   NGS
 EQ0135
 EQ0135                          STATION DESCRIPTION
 EQ0135
 EQ0135'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 EQ0135'0.9 MI W FROM SCHOLLE.
 EQ0135'ABOUT 0.9 MILE WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 EQ0135'FROM SCHOLLE, SOCORRO COUNTY, AT CONCRETE-ARCH BRIDGE 869 B, AND IN
 EQ0135'THE TOP OF THE EAST END OF THE NORTH RETAINING WALL.  A COPPER BOLT.
 EQ0135'NOTE-- THE RETAINING WALL HAS EVIDENTLY BEEN RAISED AND THE MARK
 EQ0135'COVERED WITH CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0063 ***********************************************************************
 ER0063  DESIGNATION -  E 64
 ER0063  PID         -  ER0063
 ER0063  STATE/COUNTY-  NM/CATRON
 ER0063  USGS QUAD   -  COW SPRINGS (1972)
 ER0063
 ER0063                         *CURRENT SURVEY CONTROL
 ER0063  ___________________________________________________________________
 ER0063* NAD 83(1986)-  34 12 46.     (N)    108 54 41.     (W)     SCALED    
 ER0063* NAVD 88     -      2301.569  (meters)    7551.06   (feet)  ADJUSTED  
 ER0063  ___________________________________________________________________
 ER0063  GEOID HEIGHT-         -22.02  (meters)                     GEOID03
 ER0063  DYNAMIC HT  -        2297.970 (meters)    7539.26  (feet)  COMP
 ER0063  MODELED GRAV-     978,989.2   (mgal)                       NAVD 88
 ER0063
 ER0063  VERT ORDER  -  SECOND    CLASS 0
 ER0063
 ER0063.The horizontal coordinates were scaled from a topographic map and have
 ER0063.an estimated accuracy of +/- 6 seconds.
 ER0063
 ER0063.The orthometric height was determined by differential leveling
 ER0063.and adjusted by the National Geodetic Survey in June 1991..
 ER0063
 ER0063.The geoid height was determined by GEOID03.
 ER0063
 ER0063.The dynamic height is computed by dividing the NAVD 88
 ER0063.geopotential number by the normal gravity value computed on the
 ER0063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0063.degrees latitude (g = 980.6199 gals.).
 ER0063
 ER0063.The modeled gravity was interpolated from observed gravity values.
 ER0063
 ER0063;                    North         East    Units  Estimated Accuracy
 ER0063;SPC NM W     -   356,790.      730,660.      MT  (+/- 180 meters Scaled)
 ER0063
 ER0063                          SUPERSEDED SURVEY CONTROL
 ER0063
 ER0063  NGVD 29 (??/??/92) 2300.568  (m)         7547.78   (f) ADJ UNCH    2 0
 ER0063
 ER0063.Superseded values are not recommended for survey control.
 ER0063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0063.See file dsdata.txt to determine how the superseded data were derived.
 ER0063
 ER0063_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC924877(NAD 83)
 ER0063_MARKER: DB = BENCH MARK DISK
 ER0063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ER0063_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ER0063_STAMPING: E-64 1934
 ER0063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0063+STABILITY: SURFACE MOTION
 ER0063
 ER0063  HISTORY     - Date     Condition        Report By
 ER0063  HISTORY     - 1934     MONUMENTED       CGS
 ER0063  HISTORY     - 1972     GOOD             NGS
 ER0063  HISTORY     - 1972     GOOD             USGS
 ER0063
 ER0063                          STATION DESCRIPTION
 ER0063
 ER0063'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ER0063'24.1 MI E FROM SPRINGERVILLE, AZ.
 ER0063'24.1 MI EAST ON US HWY NO. 60.  (26.8 MI WEST OF QUEMADO) 0.3 MILE
 ER0063'EAST OF A RANCH HOUSE, SET ON A MESA THAT IS BETWEEN TWO TIMBERED
 ER0063'RIDGES, AND 30 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY.
 ER0063
 ER0063                          STATION RECOVERY (1972)
 ER0063
 ER0063'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 ER0063'RECOVERED IN GOOD CONDITION.
 ER0063
 ER0063                          STATION RECOVERY (1972)
 ER0063
 ER0063'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 ER0063'IN CATRON CO. NEW MEXICO 21.6 MILES EAST ALONG U.S. HIGHWAY 60 FROM
 ER0063'THE POST OFFICE AT SPRINGERVILLE, APACHE CO. ARIZ. 26.9 MI WEST ALONG
 ER0063'U.S. HWY. 60 FROM THE POST OFFICE AT QUEMADO, CATRON CO. NEW MEXICO
 ER0063'7.5 MI EAST OF THE STATE LINE, GO NORTH OVER CATTLEGUARD AND GO EAST
 ER0063'1.0 MILE ALONG OLD HIGHWAY SCAR, 0.25 MILES NORTH OF U.S. HIGHWAY 60,
 ER0063'0.3 MILE SOUTHWEST OF A N-S FENCE, 0.3 MILES. NORTHWEST OF TIS R 20 W
 ER0063'SEC. COR 15, 14, 22, 23. 35 FEET SOUTHEAST OF OLD HIGHWAY SCAR,
 ER0063'STANDARD DISK STAMPED 'E 64 1934' AND SET IN THE TOP OF A CONCRETE
 ER0063'POST PROJECTING 1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0329 ***********************************************************************
 FN0329  DESIGNATION -  E 66
 FN0329  PID         -  FN0329
 FN0329  STATE/COUNTY-  NM/SAN MIGUEL
 FN0329  USGS QUAD   -  NORTH SAN YSIDRO (1966)
 FN0329
 FN0329                         *CURRENT SURVEY CONTROL
 FN0329  ___________________________________________________________________
 FN0329* NAD 83(1986)-  35 24 50.     (N)    105 31 12.     (W)     SCALED    
 FN0329* NAVD 88     -      1951.886  (meters)    6403.81   (feet)  ADJUSTED  
 FN0329  ___________________________________________________________________
 FN0329  GEOID HEIGHT-         -18.75  (meters)                     GEOID03
 FN0329  DYNAMIC HT  -        1949.222 (meters)    6395.07  (feet)  COMP
 FN0329  MODELED GRAV-     979,198.4   (mgal)                       NAVD 88
 FN0329
 FN0329  VERT ORDER  -  SECOND    CLASS 0
 FN0329
 FN0329.The horizontal coordinates were scaled from a topographic map and have
 FN0329.an estimated accuracy of +/- 6 seconds.
 FN0329
 FN0329.The orthometric height was determined by differential leveling
 FN0329.and adjusted by the National Geodetic Survey in June 1991..
 FN0329
 FN0329.The geoid height was determined by GEOID03.
 FN0329
 FN0329.The dynamic height is computed by dividing the NAVD 88
 FN0329.geopotential number by the normal gravity value computed on the
 FN0329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FN0329.degrees latitude (g = 980.6199 gals.).
 FN0329
 FN0329.The modeled gravity was interpolated from observed gravity values.
 FN0329
 FN0329;                    North         East    Units  Estimated Accuracy
 FN0329;SPC NM E     -   490,140.       57,230.      MT  (+/- 180 meters Scaled)
 FN0329
 FN0329                          SUPERSEDED SURVEY CONTROL
 FN0329
 FN0329  NGVD 29 (??/??/92) 1950.979  (m)         6400.84   (f) ADJ UNCH    2 0
 FN0329
 FN0329.Superseded values are not recommended for survey control.
 FN0329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0329.See file dsdata.txt to determine how the superseded data were derived.
 FN0329
 FN0329_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV527190(NAD 83)
 FN0329_MARKER: DB = BENCH MARK DISK
 FN0329_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FN0329_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FN0329_STAMPING: E 66 1934
 FN0329_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FN0329+STABILITY: SURFACE MOTION
 FN0329
 FN0329  HISTORY     - Date     Condition        Report By
 FN0329  HISTORY     - 1934     MONUMENTED       CGS
 FN0329  HISTORY     - 1957     GOOD             NGS
 FN0329
 FN0329                          STATION DESCRIPTION
 FN0329
 FN0329'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 FN0329'1.1 MI NW FROM SANDS.
 FN0329'1.1 MILES NORTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 FN0329'FROM THE STATION SIGN AT SANDS, 94 FEET NORTHWEST OF THE CENTER OF A
 FN0329'PRIVATE ROAD CROSSING, 91 FEET NORTH OF THE NORTH RAIL, 30 FEET WEST
 FN0329'OF THE CENTER LINE OF A PRIVATE ROAD, 3.3 FEET SOUTH OF A FENCE, 1.6
 FN0329'FEET WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 FN0329'PROJECTS 0.7 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0052 ***********************************************************************
 FP0052  DESIGNATION -  E 67
 FP0052  PID         -  FP0052
 FP0052  STATE/COUNTY-  NM/MCKINLEY
 FP0052  USGS QUAD   -  THOREAU (1980)
 FP0052
 FP0052                         *CURRENT SURVEY CONTROL
 FP0052  ___________________________________________________________________
 FP0052* NAD 83(1986)-  35 25 11.     (N)    108 09 20.     (W)     SCALED    
 FP0052* NAVD 88     -      2161.351  (meters)    7091.03   (feet)  ADJUSTED  
 FP0052  ___________________________________________________________________
 FP0052  GEOID HEIGHT-         -20.22  (meters)                     GEOID03
 FP0052  DYNAMIC HT  -        2158.268 (meters)    7080.92  (feet)  COMP
 FP0052  MODELED GRAV-     979,129.6   (mgal)                       NAVD 88
 FP0052
 FP0052  VERT ORDER  -  SECOND    CLASS 0
 FP0052
 FP0052.The horizontal coordinates were scaled from a topographic map and have
 FP0052.an estimated accuracy of +/- 6 seconds.
 FP0052
 FP0052.The orthometric height was determined by differential leveling
 FP0052.and adjusted by the National Geodetic Survey in June 1991..
 FP0052
 FP0052.The geoid height was determined by GEOID03.
 FP0052
 FP0052.The dynamic height is computed by dividing the NAVD 88
 FP0052.geopotential number by the normal gravity value computed on the
 FP0052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0052.degrees latitude (g = 980.6199 gals.).
 FP0052
 FP0052.The modeled gravity was interpolated from observed gravity values.
 FP0052
 FP0052;                    North         East    Units  Estimated Accuracy
 FP0052;SPC NM W     -   490,190.      800,740.      MT  (+/- 180 meters Scaled)
 FP0052
 FP0052                          SUPERSEDED SURVEY CONTROL
 FP0052
 FP0052  NGVD 29 (??/??/92) 2160.265  (m)         7087.47   (f) ADJ UNCH    2 0
 FP0052
 FP0052.Superseded values are not recommended for survey control.
 FP0052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0052.See file dsdata.txt to determine how the superseded data were derived.
 FP0052
 FP0052_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYE582233(NAD 83)
 FP0052_MARKER: DB = BENCH MARK DISK
 FP0052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FP0052_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FP0052_STAMPING: E 67 1934
 FP0052_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FP0052+STABILITY: SURFACE MOTION
 FP0052
 FP0052  HISTORY     - Date     Condition        Report By
 FP0052  HISTORY     - 1934     MONUMENTED       CGS
 FP0052  HISTORY     - 1960     GOOD             USGS
 FP0052
 FP0052                          STATION DESCRIPTION
 FP0052
 FP0052'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 FP0052'4.3 MI NE FROM THOREAU.
 FP0052'4.3 MI. NE ALONG STATE HWY. 56 FROM THE A.T. AND S.F. R.R. STATION AT
 FP0052'THOREAU, MCKINLEY COUNTY, 53 FT. S. OF CENTER OF HWY.  A STD. DISK
 FP0052'STAMPED E 67 1934 AND SET IN THE TOP OF A CONC. POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0798 ***********************************************************************
 FO0798  DESIGNATION -  E 68
 FO0798  PID         -  FO0798
 FO0798  STATE/COUNTY-  NM/MCKINLEY
 FO0798  USGS QUAD   -  SEVEN LAKES NW (1970)
 FO0798
 FO0798                         *CURRENT SURVEY CONTROL
 FO0798  ___________________________________________________________________
 FO0798* NAD 83(1986)-  35 53 32.     (N)    107 57 02.     (W)     SCALED    
 FO0798* NAVD 88     -      2050.936  (meters)    6728.78   (feet)  ADJUSTED  
 FO0798  ___________________________________________________________________
 FO0798  GEOID HEIGHT-         -20.98  (meters)                     GEOID03
 FO0798  DYNAMIC HT  -        2048.099 (meters)    6719.47  (feet)  COMP
 FO0798  MODELED GRAV-     979,176.3   (mgal)                       NAVD 88
 FO0798
 FO0798  VERT ORDER  -  SECOND    CLASS 0
 FO0798
 FO0798.The horizontal coordinates were scaled from a topographic map and have
 FO0798.an estimated accuracy of +/- 6 seconds.
 FO0798
 FO0798.The orthometric height was determined by differential leveling
 FO0798.and adjusted by the National Geodetic Survey in June 1991..
 FO0798
 FO0798.The geoid height was determined by GEOID03.
 FO0798
 FO0798.The dynamic height is computed by dividing the NAVD 88
 FO0798.geopotential number by the normal gravity value computed on the
 FO0798.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0798.degrees latitude (g = 980.6199 gals.).
 FO0798
 FO0798.The modeled gravity was interpolated from observed gravity values.
 FO0798
 FO0798;                    North         East    Units  Estimated Accuracy
 FO0798;SPC NM W     -   542,570.      819,420.      MT  (+/- 180 meters Scaled)
 FO0798
 FO0798                          SUPERSEDED SURVEY CONTROL
 FO0798
 FO0798  NGVD 29 (??/??/92) 2049.869  (m)         6725.28   (f) ADJ UNCH    2 0
 FO0798
 FO0798.Superseded values are not recommended for survey control.
 FO0798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0798.See file dsdata.txt to determine how the superseded data were derived.
 FO0798
 FO0798_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBV336760(NAD 83)
 FO0798_MARKER: DB = BENCH MARK DISK
 FO0798_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FO0798_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FO0798_STAMPING: E 68 1934
 FO0798_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO0798+STABILITY: SURFACE MOTION
 FO0798
 FO0798  HISTORY     - Date     Condition        Report By
 FO0798  HISTORY     - 1934     MONUMENTED       CGS
 FO0798
 FO0798                          STATION DESCRIPTION
 FO0798
 FO0798'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FO0798'13.2 MI S FROM PUEBLO BONITO.
 FO0798'13.2 MI. S. ALONG STATE NO. 35 17 FT. WEST OF THE CENTER LINE OF THE
 FO0798'HWY. AND 2 FT. EAST OF A 3-WIRE FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0347 ***********************************************************************
 GN0347  DESIGNATION -  E 69
 GN0347  PID         -  GN0347
 GN0347  STATE/COUNTY-  NM/SAN JUAN
 GN0347  USGS QUAD   -  HUERFANO TRADING POST NW (1978)
 GN0347
 GN0347                         *CURRENT SURVEY CONTROL
 GN0347  ___________________________________________________________________
 GN0347* NAD 83(1986)-  36 25 43.     (N)    107 55 20.     (W)     SCALED    
 GN0347* NAVD 88     -      2006.185  (meters)    6581.96   (feet)  ADJUSTED  
 GN0347  ___________________________________________________________________
 GN0347  GEOID HEIGHT-         -20.90  (meters)                     GEOID03
 GN0347  DYNAMIC HT  -        2003.499 (meters)    6573.15  (feet)  COMP
 GN0347  MODELED GRAV-     979,222.0   (mgal)                       NAVD 88
 GN0347
 GN0347  VERT ORDER  -  SECOND    CLASS 0
 GN0347
 GN0347.The horizontal coordinates were scaled from a topographic map and have
 GN0347.an estimated accuracy of +/- 6 seconds.
 GN0347
 GN0347.The orthometric height was determined by differential leveling
 GN0347.and adjusted by the National Geodetic Survey in June 1991..
 GN0347
 GN0347.The geoid height was determined by GEOID03.
 GN0347
 GN0347.The dynamic height is computed by dividing the NAVD 88
 GN0347.geopotential number by the normal gravity value computed on the
 GN0347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GN0347.degrees latitude (g = 980.6199 gals.).
 GN0347
 GN0347.The modeled gravity was interpolated from observed gravity values.
 GN0347
 GN0347;                    North         East    Units  Estimated Accuracy
 GN0347;SPC NM W     -   602,080.      822,030.      MT  (+/- 180 meters Scaled)
 GN0347
 GN0347                          SUPERSEDED SURVEY CONTROL
 GN0347
 GN0347  NGVD 29 (??/??/92) 2005.094  (m)         6578.38   (f) ADJ UNCH    2 0
 GN0347
 GN0347.Superseded values are not recommended for survey control.
 GN0347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0347.See file dsdata.txt to determine how the superseded data were derived.
 GN0347
 GN0347_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBA380354(NAD 83)
 GN0347_MARKER: DB = BENCH MARK DISK
 GN0347_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GN0347_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GN0347_STAMPING: E 69, 1934
 GN0347_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GN0347+STABILITY: SURFACE MOTION
 GN0347
 GN0347  HISTORY     - Date     Condition        Report By
 GN0347  HISTORY     - 1934     MONUMENTED       CGS
 GN0347
 GN0347                          STATION DESCRIPTION
 GN0347
 GN0347'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GN0347'9.2 MI NW FROM HAYNES P O.
 GN0347'9.2 MI. N.W. ALONG STATE NO. 55 AND ROAD TO CARSONS STORE ABOUT 1.9
 GN0347'MI. WEST OF JUNCTION OF STATE NO. 55 AND ROAD TO CARSONS TRADING POST,
 GN0347'AT TOP OF SMALL RISE, ABOUT 0.25 MI. W. OF A ROAD RUNNING NORTH AND
 GN0347'SOUTH, ABOUT 136 YDS. E. OF A LARGE DRY WASH AND 40 FT. S. OF CENTER
 GN0347'LINE OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0365 ***********************************************************************
 GN0365  DESIGNATION -  E 70
 GN0365  PID         -  GN0365
 GN0365  STATE/COUNTY-  NM/SAN JUAN
 GN0365  USGS QUAD   -  BLANCO (1985)
 GN0365
 GN0365                         *CURRENT SURVEY CONTROL
 GN0365  ___________________________________________________________________
 GN0365* NAD 83(1986)-  36 42 38.     (N)    107 51 56.     (W)     SCALED    
 GN0365* NAVD 88     -      1719.021  (meters)    5639.82   (feet)  ADJUSTED  
 GN0365  ___________________________________________________________________
 GN0365  GEOID HEIGHT-         -20.90  (meters)                     GEOID03
 GN0365  DYNAMIC HT  -        1716.852 (meters)    5632.71  (feet)  COMP
 GN0365  MODELED GRAV-     979,309.8   (mgal)                       NAVD 88
 GN0365
 GN0365  VERT ORDER  -  SECOND    CLASS 0
 GN0365
 GN0365.The horizontal coordinates were scaled from a topographic map and have
 GN0365.an estimated accuracy of +/- 6 seconds.
 GN0365
 GN0365.The orthometric height was determined by differential leveling
 GN0365.and adjusted by the National Geodetic Survey in June 1991..
 GN0365
 GN0365.The geoid height was determined by GEOID03.
 GN0365
 GN0365.The dynamic height is computed by dividing the NAVD 88
 GN0365.geopotential number by the normal gravity value computed on the
 GN0365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GN0365.degrees latitude (g = 980.6199 gals.).
 GN0365
 GN0365.The modeled gravity was interpolated from observed gravity values.
 GN0365
 GN0365;                    North         East    Units  Estimated Accuracy
 GN0365;SPC NM W     -   633,360.      827,120.      MT  (+/- 180 meters Scaled)
 GN0365
 GN0365                          SUPERSEDED SURVEY CONTROL
 GN0365
 GN0365  NGVD 29 (??/??/92) 1718.036  (m)         5636.59   (f) ADJ UNCH    2 0
 GN0365
 GN0365.Superseded values are not recommended for survey control.
 GN0365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0365.See file dsdata.txt to determine how the superseded data were derived.
 GN0365
 GN0365_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBA440665(NAD 83)
 GN0365_MARKER: DB = BENCH MARK DISK
 GN0365_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GN0365_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GN0365_STAMPING: E-70 1934
 GN0365_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GN0365+STABILITY: SURFACE MOTION
 GN0365_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GN0365+SATELLITE: SATELLITE OBSERVATIONS - November 03, 2005
 GN0365
 GN0365  HISTORY     - Date     Condition        Report By
 GN0365  HISTORY     - 1934     MONUMENTED       CGS
 GN0365  HISTORY     - 1981     GOOD             USGS
 GN0365  HISTORY     - 20051103 GOOD             NMHD
 GN0365  HISTORY     - 20051103 GOOD             NMHD
 GN0365
 GN0365                          STATION DESCRIPTION
 GN0365
 GN0365'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GN0365'2.3 MI W FROM BLANCO.
 GN0365'2.3 MI WEST ON ROAD TO BLOOMFIELD.  ABOUT 300 YDS NORTH OF A FENCE
 GN0365'LINE BY AN IRRIGATION DITCH.  AT THE SUMMIT OF A HILL, 0.3 MI EAST OF
 GN0365'A LARGE WASH, ABOUT 0.2 MI EAST OF AN ADOBE HOUSE WITH A RED TIN ROOF,
 GN0365'0.1 MI SOUTHEAST OF A LARGE HILL.  35 FEET SOUTHEAST OF THE CENTERLINE
 GN0365'OF THE HIGHWAY.
 GN0365
 GN0365                          STATION RECOVERY (1981)
 GN0365
 GN0365'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 GN0365'FROM THE JUNCTION OF US 64 AND STATE 44 IN BLOOMFIELD, 6.7 MILES EAST
 GN0365'ALONG 64 TO Y-RD SW (APPROX, 0.3 MILES EAST OF LARGE DRAIN CROSSING),
 GN0365'RIGHT (SW) FOR 0.1 MILES ALONG TRACK ROAD TO MARK ON RIGHT. TABLET IN
 GN0365'280 FT SOUTH OF HIGHWAY, 94 FT WNW OF FAINT Y-RD, 33 FT NORTH OF
 GN0365'TRACK ROAD, IN THE TOP OF A CEMENT POST PROJECTING ABOUT 1 FT.
 GN0365
 GN0365                          STATION RECOVERY (2005)
 GN0365
 GN0365'RECOVERY NOTE BY NM HIGHWAY DEPT 2005 (WAB)
 GN0365'DESCRIPTION IS ADEQUATE
 GN0365
 GN0365                          STATION RECOVERY (2005)
 GN0365
 GN0365'RECOVERY NOTE BY NM HIGHWAY DEPT 2005 (WAB)
 GN0365'DESCRIPTION IS ADEQUATE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0302 ***********************************************************************
 GN0302  DESIGNATION -  E 71
 GN0302  PID         -  GN0302
 GN0302  STATE/COUNTY-  NM/RIO ARRIBA
 GN0302  USGS QUAD   -  TAFOYA CANYON (1963)
 GN0302
 GN0302                         *CURRENT SURVEY CONTROL
 GN0302  ___________________________________________________________________
 GN0302* NAD 83(1986)-  36 17 48.     (N)    107 25 01.     (W)     SCALED    
 GN0302* NAVD 88     -      1988.269  (meters)    6523.18   (feet)  ADJUSTED  
 GN0302  ___________________________________________________________________
 GN0302  GEOID HEIGHT-         -20.25  (meters)                     GEOID03
 GN0302  DYNAMIC HT  -        1985.597 (meters)    6514.41  (feet)  COMP
 GN0302  MODELED GRAV-     979,217.7   (mgal)                       NAVD 88
 GN0302
 GN0302  VERT ORDER  -  SECOND    CLASS 0
 GN0302
 GN0302.The horizontal coordinates were scaled from a topographic map and have
 GN0302.an estimated accuracy of +/- 6 seconds.
 GN0302
 GN0302.The orthometric height was determined by differential leveling
 GN0302.and adjusted by the National Geodetic Survey in June 1991..
 GN0302
 GN0302.The geoid height was determined by GEOID03.
 GN0302
 GN0302.The dynamic height is computed by dividing the NAVD 88
 GN0302.geopotential number by the normal gravity value computed on the
 GN0302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GN0302.degrees latitude (g = 980.6199 gals.).
 GN0302
 GN0302.The modeled gravity was interpolated from observed gravity values.
 GN0302
 GN0302;                    North         East    Units  Estimated Accuracy
 GN0302;SPC NM C     -   588,060.      395,190.      MT  (+/- 180 meters Scaled)
 GN0302
 GN0302                          SUPERSEDED SURVEY CONTROL
 GN0302
 GN0302  NGVD 29 (??/??/92) 1987.226  (m)         6519.76   (f) ADJ UNCH    2 0
 GN0302
 GN0302.Superseded values are not recommended for survey control.
 GN0302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0302.See file dsdata.txt to determine how the superseded data were derived.
 GN0302
 GN0302_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBA829195(NAD 83)
 GN0302_MARKER: DB = BENCH MARK DISK
 GN0302_SETTING: 80 = SET IN A BOULDER
 GN0302_STAMPING: E-71 1934
 GN0302_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GN0302+STABILITY: SURFACE MOTION
 GN0302
 GN0302  HISTORY     - Date     Condition        Report By
 GN0302  HISTORY     - 1934     MONUMENTED       CGS
 GN0302
 GN0302                          STATION DESCRIPTION
 GN0302
 GN0302'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GN0302'42.8 MI SE FROM BLANCO.
 GN0302'42.8 MI SOUTHEAST ON STATE HWY NO. 44 ABOUT 0.1 MI FROM THE SOUTH
 GN0302'POINT OF A PROMINENT ROCKY RIDGE, AND 51 FEET EAST OF THE CENTERLINE
 GN0302'OF THE HIGHWAY.  SET IN A LARGE YELLOW BOULDER ABOUT 6 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0153 ***********************************************************************
 GN0153  DESIGNATION -  E 73
 GN0153  PID         -  GN0153
 GN0153  STATE/COUNTY-  NM/RIO ARRIBA
 GN0153  USGS QUAD   -  GHOST RANCH (1979)
 GN0153
 GN0153                         *CURRENT SURVEY CONTROL
 GN0153  ___________________________________________________________________
 GN0153* NAD 83(1986)-  36 15 04.     (N)    106 26 33.     (W)     SCALED    
 GN0153* NAVD 88     -      1855.278  (meters)    6086.86   (feet)  ADJUSTED  
 GN0153  ___________________________________________________________________
 GN0153  GEOID HEIGHT-         -18.59  (meters)                     GEOID03
 GN0153  DYNAMIC HT  -        1852.824 (meters)    6078.81  (feet)  COMP
 GN0153  MODELED GRAV-     979,244.4   (mgal)                       NAVD 88
 GN0153
 GN0153  VERT ORDER  -  SECOND    CLASS 0
 GN0153
 GN0153.The horizontal coordinates were scaled from a topographic map and have
 GN0153.an estimated accuracy of +/- 6 seconds.
 GN0153
 GN0153.The orthometric height was determined by differential leveling
 GN0153.and adjusted by the National Geodetic Survey in June 1991..
 GN0153
 GN0153.The geoid height was determined by GEOID03.
 GN0153
 GN0153.The dynamic height is computed by dividing the NAVD 88
 GN0153.geopotential number by the normal gravity value computed on the
 GN0153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GN0153.degrees latitude (g = 980.6199 gals.).
 GN0153
 GN0153.The modeled gravity was interpolated from observed gravity values.
 GN0153
 GN0153;                    North         East    Units  Estimated Accuracy
 GN0153;SPC NM C     -   582,390.      482,700.      MT  (+/- 180 meters Scaled)
 GN0153
 GN0153                          SUPERSEDED SURVEY CONTROL
 GN0153
 GN0153  NGVD 29 (??/??/92) 1854.239  (m)         6083.45   (f) ADJ UNCH    2 0
 GN0153
 GN0153.Superseded values are not recommended for survey control.
 GN0153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0153.See file dsdata.txt to determine how the superseded data were derived.
 GN0153
 GN0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCA704127(NAD 83)
 GN0153_MARKER: DB = BENCH MARK DISK
 GN0153_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GN0153_SP_SET: SANDSTONE LEDGE
 GN0153_STAMPING: E 73 1934
 GN0153_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GN0153
 GN0153  HISTORY     - Date     Condition        Report By
 GN0153  HISTORY     - 1934     MONUMENTED       CGS
 GN0153  HISTORY     - 1939     GOOD             NGS
 GN0153  HISTORY     - 1951     GOOD             NMHD
 GN0153
 GN0153                          STATION DESCRIPTION
 GN0153
 GN0153'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 GN0153'9.2 MI NW FROM ABIQUIU.
 GN0153'9.2 MILES NORTHWEST OF ABIQUIU ON ABANDONED US 84 9.1 MILES EAST OF
 GN0153'POST OFFICE AT YOUNGSVILLE.  AT THE JUNCTION OF U.S. HIGHWAY 285 AND
 GN0153'STATE HIGHWAY 96.  175 FT SOUTH OF THE INTERSECTION OF THE CENTERLINES
 GN0153'OF THE ABOVE HIGHWAYS.  26 YARDS NORTHWEST OF A STONE AND EARTH RUIN.
 GN0153'15 FT. NORTHWEST OF THE CENTER OF A DRY WASH.  SET ON TOP OF A BROWN
 GN0153'SANDSTONE LEDGE.
 GN0153
 GN0153                          STATION RECOVERY (1951)
 GN0153
 GN0153'RECOVERY NOTE BY NM HIGHWAY DEPT 1951
 GN0153'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0110 ***********************************************************************
 FN0110  DESIGNATION -  E 75
 FN0110  PID         -  FN0110
 FN0110  STATE/COUNTY-  NM/SAN MIGUEL
 FN0110  USGS QUAD   -  LAS VEGAS NW (1963)
 FN0110
 FN0110                         *CURRENT SURVEY CONTROL
 FN0110  ___________________________________________________________________
 FN0110* NAD 83(1986)-  35 40 30.     (N)    105 10 23.     (W)     SCALED    
 FN0110* NAVD 88     -      2040.153  (meters)    6693.40   (feet)  ADJUSTED  
 FN0110  ___________________________________________________________________
 FN0110  GEOID HEIGHT-         -18.72  (meters)                     GEOID03
 FN0110  DYNAMIC HT  -        2037.339 (meters)    6684.17  (feet)  COMP
 FN0110  MODELED GRAV-     979,181.0   (mgal)                       NAVD 88
 FN0110
 FN0110  VERT ORDER  -  SECOND    CLASS 0
 FN0110
 FN0110.The horizontal coordinates were scaled from a topographic map and have
 FN0110.an estimated accuracy of +/- 6 seconds.
 FN0110
 FN0110.The orthometric height was determined by differential leveling
 FN0110.and adjusted by the National Geodetic Survey in June 1991..
 FN0110
 FN0110.The geoid height was determined by GEOID03.
 FN0110
 FN0110.The dynamic height is computed by dividing the NAVD 88
 FN0110.geopotential number by the normal gravity value computed on the
 FN0110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FN0110.degrees latitude (g = 980.6199 gals.).
 FN0110
 FN0110.The modeled gravity was interpolated from observed gravity values.
 FN0110
 FN0110;                    North         East    Units  Estimated Accuracy
 FN0110;SPC NM E     -   518,790.       88,980.      MT  (+/- 180 meters Scaled)
 FN0110
 FN0110                          SUPERSEDED SURVEY CONTROL
 FN0110
 FN0110  NGVD 29 (??/??/92) 2039.147  (m)         6690.10   (f) ADJ UNCH    2 0
 FN0110
 FN0110.Superseded values are not recommended for survey control.
 FN0110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0110.See file dsdata.txt to determine how the superseded data were derived.
 FN0110
 FN0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV843479(NAD 83)
 FN0110_MARKER: DB = BENCH MARK DISK
 FN0110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FN0110_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FN0110_STAMPING: E 75 1934
 FN0110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FN0110+STABILITY: SURFACE MOTION
 FN0110
 FN0110  HISTORY     - Date     Condition        Report By
 FN0110  HISTORY     - 1934     MONUMENTED       CGS
 FN0110  HISTORY     - 1957     GOOD             NGS
 FN0110
 FN0110                          STATION DESCRIPTION
 FN0110
 FN0110'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 FN0110'6.2 MI NE FROM LAS VEGAS.
 FN0110'6.2 MILES NORTHEAST ALON THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 FN0110'FROM THE STATION AT LAS VEGAS, 21 FEET SOUTH OF THE 2ND POLE SOUTH OF
 FN0110'MILEPOST 764, 45 FEET NORTHWEST OF THE NORTHWEST RAIL, 4 FEET
 FN0110'SOUTHEAST OF A FENCE, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 FN0110'0.8 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0145 ***********************************************************************
 GM0145  DESIGNATION -  E 76
 GM0145  PID         -  GM0145
 GM0145  STATE/COUNTY-  NM/MORA
 GM0145  USGS QUAD   -  WAGON MOUND (1964)
 GM0145
 GM0145                         *CURRENT SURVEY CONTROL
 GM0145  ___________________________________________________________________
 GM0145* NAD 83(1986)-  36 06 36.     (N)    104 40 51.     (W)     SCALED    
 GM0145* NAVD 88     -      1915.519  (meters)    6284.50   (feet)  ADJUSTED  
 GM0145  ___________________________________________________________________
 GM0145  GEOID HEIGHT-         -19.02  (meters)                     GEOID03
 GM0145  DYNAMIC HT  -        1912.993 (meters)    6276.21  (feet)  COMP
 GM0145  MODELED GRAV-     979,245.4   (mgal)                       NAVD 88
 GM0145
 GM0145  VERT ORDER  -  SECOND    CLASS 0
 GM0145
 GM0145.The horizontal coordinates were scaled from a topographic map and have
 GM0145.an estimated accuracy of +/- 6 seconds.
 GM0145
 GM0145.The orthometric height was determined by differential leveling
 GM0145.and adjusted by the National Geodetic Survey in June 1991..
 GM0145
 GM0145.The geoid height was determined by GEOID03.
 GM0145
 GM0145.The dynamic height is computed by dividing the NAVD 88
 GM0145.geopotential number by the normal gravity value computed on the
 GM0145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GM0145.degrees latitude (g = 980.6199 gals.).
 GM0145
 GM0145.The modeled gravity was interpolated from observed gravity values.
 GM0145
 GM0145;                    North         East    Units  Estimated Accuracy
 GM0145;SPC NM E     -   566,780.      133,710.      MT  (+/- 180 meters Scaled)
 GM0145
 GM0145                          SUPERSEDED SURVEY CONTROL
 GM0145
 GM0145  NGVD 29 (??/??/92) 1914.611  (m)         6281.52   (f) ADJ UNCH    2 0
 GM0145
 GM0145.Superseded values are not recommended for survey control.
 GM0145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0145.See file dsdata.txt to determine how the superseded data were derived.
 GM0145
 GM0145_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEV287961(NAD 83)
 GM0145_MARKER: DB = BENCH MARK DISK
 GM0145_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GM0145_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GM0145_STAMPING: E 76 1934
 GM0145_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GM0145+STABILITY: SURFACE MOTION
 GM0145
 GM0145  HISTORY     - Date     Condition        Report By
 GM0145  HISTORY     - 1934     MONUMENTED       CGS
 GM0145
 GM0145                          STATION DESCRIPTION
 GM0145
 GM0145'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GM0145'7.2 MI NE FROM WAGON MOUND.
 GM0145'7.2 MI. N.E. ON A.T. AND S.F. RY.  19 FT. W. OF MILE POLE NO. 718, 97
 GM0145'FT. W. OF CENTER LINE OF TRACK AND 3 FT. E. OF FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0042 ***********************************************************************
 FN0042  DESIGNATION -  E 77
 FN0042  PID         -  FN0042
 FN0042  STATE/COUNTY-  NM/GUADALUPE
 FN0042  USGS QUAD   -  MESITA DE GUADALUPE (1963)
 FN0042
 FN0042                         *CURRENT SURVEY CONTROL
 FN0042  ___________________________________________________________________
 FN0042* NAD 83(1986)-  35 03 30.     (N)    104 57 20.     (W)     SCALED    
 FN0042* NAVD 88     -      1715.662  (meters)    5628.80   (feet)  ADJUSTED  
 FN0042  ___________________________________________________________________
 FN0042  GEOID HEIGHT-         -21.29  (meters)                     GEOID03
 FN0042  DYNAMIC HT  -        1713.332 (meters)    5621.16  (feet)  COMP
 FN0042  MODELED GRAV-     979,215.1   (mgal)                       NAVD 88
 FN0042
 FN0042  VERT ORDER  -  SECOND    CLASS 0
 FN0042
 FN0042.The horizontal coordinates were scaled from a topographic map and have
 FN0042.an estimated accuracy of +/- 6 seconds.
 FN0042
 FN0042.The orthometric height was determined by differential leveling
 FN0042.and adjusted by the National Geodetic Survey in June 1991..
 FN0042
 FN0042.The geoid height was determined by GEOID03.
 FN0042
 FN0042.The dynamic height is computed by dividing the NAVD 88
 FN0042.geopotential number by the normal gravity value computed on the
 FN0042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FN0042.degrees latitude (g = 980.6199 gals.).
 FN0042
 FN0042.The modeled gravity was interpolated from observed gravity values.
 FN0042
 FN0042;                    North         East    Units  Estimated Accuracy
 FN0042;SPC NM E     -   450,230.      108,240.      MT  (+/- 180 meters Scaled)
 FN0042
 FN0042                          SUPERSEDED SURVEY CONTROL
 FN0042
 FN0042  NGVD 29 (??/??/92) 1714.880  (m)         5626.24   (f) ADJ UNCH    2 0
 FN0042
 FN0042.Superseded values are not recommended for survey control.
 FN0042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0042.See file dsdata.txt to determine how the superseded data were derived.
 FN0042
 FN0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEU040795(NAD 83)
 FN0042_MARKER: DB = BENCH MARK DISK
 FN0042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FN0042_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FN0042_STAMPING: E 77 1934
 FN0042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FN0042+STABILITY: SURFACE MOTION
 FN0042
 FN0042  HISTORY     - Date     Condition        Report By
 FN0042  HISTORY     - 1934     MONUMENTED       CGS
 FN0042  HISTORY     - 1963     MARK NOT FOUND   USGS
 FN0042
 FN0042                          STATION DESCRIPTION
 FN0042
 FN0042'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FN0042'12.6 MI SE FROM DILIA.
 FN0042'12.6 MILES SOUTHEAST ALONG U. S. HIGHWAY 84 FROM DILIA, GUADALUPE
 FN0042'COUNTY, ON THE TOP OF A LARGE FLAT MESA, 125 YARDS SOUTHEAST OF A
 FN0042'CULVERT, AND 49 FEET EAST OF THE CENTERLINE OF THE HIGHWAY.  A
 FN0042'STANDARD DISK, SET IN THE TOP OF A CONCRETE POST.
 FN0042
 FN0042                          STATION RECOVERY (1963)
 FN0042
 FN0042'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 FN0042'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0134 ***********************************************************************
 FN0134  DESIGNATION -  E 78
 FN0134  PID         -  FN0134
 FN0134  STATE/COUNTY-  NM/SAN MIGUEL
 FN0134  USGS QUAD   -  SAPELLO (1976)
 FN0134
 FN0134                         *CURRENT SURVEY CONTROL
 FN0134  ___________________________________________________________________
 FN0134* NAD 83(1986)-  35 45 57.     (N)    105 15 05.     (W)     SCALED    
 FN0134* NAVD 88     -      2116.081  (meters)    6942.51   (feet)  ADJUSTED  
 FN0134  ___________________________________________________________________
 FN0134  GEOID HEIGHT-         -18.27  (meters)                     GEOID03
 FN0134  DYNAMIC HT  -        2113.111 (meters)    6932.77  (feet)  COMP
 FN0134  MODELED GRAV-     979,153.5   (mgal)                       NAVD 88
 FN0134
 FN0134  VERT ORDER  -  SECOND    CLASS 0
 FN0134
 FN0134.The horizontal coordinates were scaled from a topographic map and have
 FN0134.an estimated accuracy of +/- 6 seconds.
 FN0134
 FN0134.The orthometric height was determined by differential leveling
 FN0134.and adjusted by the National Geodetic Survey in June 1991..
 FN0134
 FN0134.The geoid height was determined by GEOID03.
 FN0134
 FN0134.The dynamic height is computed by dividing the NAVD 88
 FN0134.geopotential number by the normal gravity value computed on the
 FN0134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FN0134.degrees latitude (g = 980.6199 gals.).
 FN0134
 FN0134.The modeled gravity was interpolated from observed gravity values.
 FN0134
 FN0134;                    North         East    Units  Estimated Accuracy
 FN0134;SPC NM E     -   528,930.       81,990.      MT  (+/- 180 meters Scaled)
 FN0134
 FN0134                          SUPERSEDED SURVEY CONTROL
 FN0134
 FN0134  NGVD 29 (??/??/92) 2115.021  (m)         6939.03   (f) ADJ UNCH    2 0
 FN0134
 FN0134.Superseded values are not recommended for survey control.
 FN0134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0134.See file dsdata.txt to determine how the superseded data were derived.
 FN0134
 FN0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV772580(NAD 83)
 FN0134_MARKER: DB = BENCH MARK DISK
 FN0134_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FN0134_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FN0134_STAMPING: E 78 1934
 FN0134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FN0134+STABILITY: SURFACE MOTION
 FN0134
 FN0134  HISTORY     - Date     Condition        Report By
 FN0134  HISTORY     - 1934     MONUMENTED       CGS
 FN0134  HISTORY     - 1962     GOOD             USGS
 FN0134
 FN0134                          STATION DESCRIPTION
 FN0134
 FN0134'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 FN0134'12.5 MI N FROM LAS VEGAS.
 FN0134'12.5 MILES NORTH OF LAS VEGAS, SAN MIGUEL COUNTY, AT THE INTERSECTION
 FN0134'OF 7TH STREET AND DOUGLAS AVENUE, THENCE NORTH ALONG 7TH STREET AND
 FN0134'STATE HIGHWAY 3, 12.5 MILES TO THE JUNCTION OF STATE 3 AND OLD STATE
 FN0134'HIGHWAY 3, .15 MILES SOUTH OF SAPELLO POST OFFICE, THENCE SOUTH ALONG
 FN0134'OLD HIGHWAY 3 FOR .2 MILE, 50 YARDS NORTH OF THE CENTER OF A CURVE, 58
 FN0134'FEET NORTH OF A CULVERT, 35 FEET WEST OF THE CENTERLINE OF THE ROAD,
 FN0134'AND 1 FOOT HIGHER THAN THE ROAD.  A STANDARD DISK, SET IN A CONCRETE
 FN0134'POST PROJECTING 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0478 ***********************************************************************
 GM0478  DESIGNATION -  E 79
 GM0478  PID         -  GM0478
 GM0478  STATE/COUNTY-  NM/TAOS
 GM0478  USGS QUAD   -  TRES RITOS (1995)
 GM0478
 GM0478                         *CURRENT SURVEY CONTROL
 GM0478  ___________________________________________________________________
 GM0478* NAD 83(1986)-  36 10 55.     (N)    105 37 10.     (W)     SCALED    
 GM0478* NAVD 88     -      2439.358  (meters)    8003.13   (feet)  ADJUSTED  
 GM0478  ___________________________________________________________________
 GM0478  GEOID HEIGHT-         -17.08  (meters)                     GEOID03
 GM0478  DYNAMIC HT  -        2435.883 (meters)    7991.73  (feet)  COMP
 GM0478  MODELED GRAV-     979,119.6   (mgal)                       NAVD 88
 GM0478
 GM0478  VERT ORDER  -  SECOND    CLASS 0
 GM0478
 GM0478.The horizontal coordinates were scaled from a topographic map and have
 GM0478.an estimated accuracy of +/- 6 seconds.
 GM0478
 GM0478.The orthometric height was determined by differential leveling
 GM0478.and adjusted by the National Geodetic Survey in June 1991..
 GM0478
 GM0478.The geoid height was determined by GEOID03.
 GM0478
 GM0478.The dynamic height is computed by dividing the NAVD 88
 GM0478.geopotential number by the normal gravity value computed on the
 GM0478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GM0478.degrees latitude (g = 980.6199 gals.).
 GM0478
 GM0478.The modeled gravity was interpolated from observed gravity values.
 GM0478
 GM0478;                    North         East    Units  Estimated Accuracy
 GM0478;SPC NM C     -   574,880.      556,720.      MT  (+/- 180 meters Scaled)
 GM0478
 GM0478                          SUPERSEDED SURVEY CONTROL
 GM0478
 GM0478  NGVD 29 (??/??/92) 2438.175  (m)         7999.25   (f) ADJ UNCH    2 0
 GM0478
 GM0478.Superseded values are not recommended for survey control.
 GM0478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0478.See file dsdata.txt to determine how the superseded data were derived.
 GM0478
 GM0478_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDA442043(NAD 83)
 GM0478_MARKER: DB = BENCH MARK DISK
 GM0478_SETTING: 66 = SET IN ROCK OUTCROP
 GM0478_SP_SET: ROCK
 GM0478_STAMPING: E 79 1934
 GM0478_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GM0478+STABILITY: POSITION/ELEVATION WELL
 GM0478
 GM0478  HISTORY     - Date     Condition        Report By
 GM0478  HISTORY     - 1934     MONUMENTED       CGS
 GM0478  HISTORY     - 1962     GOOD             USGS
 GM0478
 GM0478                          STATION DESCRIPTION
 GM0478
 GM0478'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 GM0478'18.4 MI S FROM TAOS.
 GM0478'18.4 MILES SOUTH ALONG STATE HIGHWAY 3 FROM TAOS, TAOS COUNTY, IN THE
 GM0478'WEST SLOPE OF U. S. HILL, 114 FEET NORTHEAST OF THE CENTERLINE OF THE
 GM0478'HIGHWAY AT A CULVERT AT THE CENTER OF A CURVE, 95 FEET EAST OF THE
 GM0478'CENTERLINE OF THE HIGHWAY, AND IN A MALPAIS ROCK.  A STANDARD DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0536 ***********************************************************************
 GM0536  DESIGNATION -  E 80
 GM0536  PID         -  GM0536
 GM0536  STATE/COUNTY-  NM/TAOS
 GM0536  USGS QUAD   -  CERRO (1995)
 GM0536
 GM0536                         *CURRENT SURVEY CONTROL
 GM0536  ___________________________________________________________________
 GM0536* NAD 83(1986)-  36 48 27.     (N)    105 35 08.     (W)     SCALED    
 GM0536* NAVD 88     -      2368.233  (meters)    7769.78   (feet)  ADJUSTED  
 GM0536  ___________________________________________________________________
 GM0536  GEOID HEIGHT-         -16.96  (meters)                     GEOID03
 GM0536  DYNAMIC HT  -        2364.924 (meters)    7758.92  (feet)  COMP
 GM0536  MODELED GRAV-     979,149.1   (mgal)                       NAVD 88
 GM0536
 GM0536  VERT ORDER  -  SECOND    CLASS 0
 GM0536
 GM0536.The horizontal coordinates were scaled from a topographic map and have
 GM0536.an estimated accuracy of +/- 6 seconds.
 GM0536
 GM0536.The orthometric height was determined by differential leveling
 GM0536.and adjusted by the National Geodetic Survey in June 1991..
 GM0536
 GM0536.The geoid height was determined by GEOID03.
 GM0536
 GM0536.The dynamic height is computed by dividing the NAVD 88
 GM0536.geopotential number by the normal gravity value computed on the
 GM0536.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GM0536.degrees latitude (g = 980.6199 gals.).
 GM0536
 GM0536.The modeled gravity was interpolated from observed gravity values.
 GM0536
 GM0536;                    North         East    Units  Estimated Accuracy
 GM0536;SPC NM C     -   644,320.      559,290.      MT  (+/- 180 meters Scaled)
 GM0536
 GM0536                          SUPERSEDED SURVEY CONTROL
 GM0536
 GM0536  NGVD 29 (??/??/92) 2366.932  (m)         7765.51   (f) ADJ UNCH    2 0
 GM0536
 GM0536.Superseded values are not recommended for survey control.
 GM0536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0536.See file dsdata.txt to determine how the superseded data were derived.
 GM0536
 GM0536_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDA477736(NAD 83)
 GM0536_MARKER: DB = BENCH MARK DISK
 GM0536_SETTING: 0 = UNSPECIFIED SETTING
 GM0536_STAMPING: E 80 1934
 GM0536_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GM0536
 GM0536  HISTORY     - Date     Condition        Report By
 GM0536  HISTORY     - 1934     MONUMENTED       CGS
 GM0536  HISTORY     - 1965     GOOD             USGS
 GM0536
 GM0536                          STATION DESCRIPTION
 GM0536
 GM0536'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 GM0536'7.3 MI N FROM QUESTA.
 GM0536'7.3 MILES NORTH OF QUESTA, ALONG STATE HIGHWAY NO. 3, 126 FEET WEST OF
 GM0536'CENTERLINE OF HIGHWAY, IN LINE WITH A ROW OF POWER POLES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0104 ***********************************************************************
 FO0104  DESIGNATION -  E 81
 FO0104  PID         -  FO0104
 FO0104  STATE/COUNTY-  NM/LOS ALAMOS
 FO0104  USGS QUAD   -  GUAJE MOUNTAIN (1993)
 FO0104
 FO0104                         *CURRENT SURVEY CONTROL
 FO0104  ___________________________________________________________________
 FO0104* NAD 83(1986)-  35 52 45.     (N)    106 16 05.     (W)     SCALED    
 FO0104* NAVD 88     -      2168.895  (meters)    7115.78   (feet)  ADJUSTED  
 FO0104  ___________________________________________________________________
 FO0104  GEOID HEIGHT-         -19.30  (meters)                     GEOID03
 FO0104  DYNAMIC HT  -        2165.788 (meters)    7105.59  (feet)  COMP
 FO0104  MODELED GRAV-     979,123.2   (mgal)                       NAVD 88
 FO0104
 FO0104  VERT ORDER  -  SECOND    CLASS 0
 FO0104
 FO0104.The horizontal coordinates were scaled from a topographic map and have
 FO0104.an estimated accuracy of +/- 6 seconds.
 FO0104
 FO0104.The orthometric height was determined by differential leveling
 FO0104.and adjusted by the National Geodetic Survey in June 1991..
 FO0104
 FO0104.The geoid height was determined by GEOID03.
 FO0104
 FO0104.The dynamic height is computed by dividing the NAVD 88
 FO0104.geopotential number by the normal gravity value computed on the
 FO0104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0104.degrees latitude (g = 980.6199 gals.).
 FO0104
 FO0104.The modeled gravity was interpolated from observed gravity values.
 FO0104
 FO0104;                    North         East    Units  Estimated Accuracy
 FO0104;SPC NM C     -   541,110.      498,370.      MT  (+/- 180 meters Scaled)
 FO0104
 FO0104                          SUPERSEDED SURVEY CONTROL
 FO0104
 FO0104  NGVD 29 (??/??/92) 2167.778  (m)         7112.12   (f) ADJ UNCH    2 0
 FO0104
 FO0104.Superseded values are not recommended for survey control.
 FO0104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0104.See file dsdata.txt to determine how the superseded data were derived.
 FO0104
 FO0104_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV855712(NAD 83)
 FO0104_MARKER: DB = BENCH MARK DISK
 FO0104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FO0104_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FO0104_STAMPING: E 81 1934
 FO0104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO0104+STABILITY: SURFACE MOTION
 FO0104
 FO0104  HISTORY     - Date     Condition        Report By
 FO0104  HISTORY     - 1934     MONUMENTED       CGS
 FO0104  HISTORY     - 1941     GOOD             NGS
 FO0104
 FO0104                          STATION DESCRIPTION
 FO0104
 FO0104'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 FO0104'2.0 MI E FROM OTOWI.
 FO0104'2.0 MILES EAST ALONG A ROAD LEADING TO THE OTOWI HIGHWAY BRIDGE OVER
 FO0104'RIO GRANDE RIVER FROM THE POST OFFICE AT OTOWI, SANDOVAL COUNTY 1.1
 FO0104'MILES WEST OF THE SANTE FE NATIONAL FOREST BOUNDARY, 0.2 MILE EAST OF
 FO0104'A FENCE CORNER, 0.1 MILE WEST OF A CURVE, 38 FEET SOUTH OF THE
 FO0104'CENTERLINE OF THE ROAD 2.0 FEET WEST OF A 4-BY 4-INCH WHITE WOODEN
 FO0104'POST STENCILED USBM AND LEVEL WITH THE ROAD.  A STANDARD DISK, STAMPED
 FO0104'E 81 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.7 FOOT
 FO0104'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0854 ***********************************************************************
 DS0854  DESIGNATION -  E 82
 DS0854  PID         -  DS0854
 DS0854  STATE/COUNTY-  NM/SIERRA
 DS0854  USGS QUAD   -  ELEPHANT BUTTE (1980)
 DS0854
 DS0854                         *CURRENT SURVEY CONTROL
 DS0854  ___________________________________________________________________
 DS0854* NAD 83(1986)-  33 10 07.     (N)    107 13 56.     (W)     SCALED    
 DS0854* NAVD 88     -      1344.951  (meters)    4412.56   (feet)  ADJUSTED  
 DS0854  ___________________________________________________________________
 DS0854  GEOID HEIGHT-         -23.24  (meters)                     GEOID03
 DS0854  DYNAMIC HT  -        1343.007 (meters)    4406.18  (feet)  COMP
 DS0854  MODELED GRAV-     979,145.4   (mgal)                       NAVD 88
 DS0854
 DS0854  VERT ORDER  -  FIRST     CLASS II
 DS0854
 DS0854.The horizontal coordinates were scaled from a topographic map and have
 DS0854.an estimated accuracy of +/- 6 seconds.
 DS0854
 DS0854.The orthometric height was determined by differential leveling
 DS0854.and adjusted by the National Geodetic Survey in June 1991..
 DS0854
 DS0854.The geoid height was determined by GEOID03.
 DS0854
 DS0854.The dynamic height is computed by dividing the NAVD 88
 DS0854.geopotential number by the normal gravity value computed on the
 DS0854.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0854.degrees latitude (g = 980.6199 gals.).
 DS0854
 DS0854.The modeled gravity was interpolated from observed gravity values.
 DS0854
 DS0854;                    North         East    Units  Estimated Accuracy
 DS0854;SPC NM W     -   240,620.      886,060.      MT  (+/- 180 meters Scaled)
 DS0854
 DS0854                          SUPERSEDED SURVEY CONTROL
 DS0854
 DS0854  NGVD 29 (??/??/92) 1344.306  (m)         4410.44   (f) ADJ UNCH    1 2
 DS0854
 DS0854.Superseded values are not recommended for survey control.
 DS0854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0854.See file dsdata.txt to determine how the superseded data were derived.
 DS0854
 DS0854_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBS918721(NAD 83)
 DS0854_MARKER: DB = BENCH MARK DISK
 DS0854_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0854_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0854_STAMPING: E 82 1934
 DS0854_PROJECTION: PROJECTING 13 CENTIMETERS
 DS0854_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0854+STABILITY: SURFACE MOTION
 DS0854
 DS0854  HISTORY     - Date     Condition        Report By
 DS0854  HISTORY     - 1934     MONUMENTED       CGS
 DS0854  HISTORY     - 1951     GOOD             NGS
 DS0854  HISTORY     - 1970     GOOD             LOCENG
 DS0854  HISTORY     - 1980     GOOD             NGS
 DS0854
 DS0854                          STATION DESCRIPTION
 DS0854
 DS0854'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 DS0854'3.6 MI NE FROM HOT SPRINGS.
 DS0854'2.5 MILES NORTH ALONG U.S. HIGHWAY 85 FROM THE POST OFFICE AT HOT
 DS0854'SPRINGS, THENCE 1.1 MILES NORTHEAST ALONG OLD U.S. HIGHWAY 85, ON A
 DS0854'HIGH MESA OVERLOOKING THE RIO GRANDE RIVER, 40 FEET EAST OF THE CENTER
 DS0854'LINE OF THE OLD HIGHWAY, 2 FEET NORTHEAST OF A WITNESS POST, SET IN
 DS0854'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 DS0854'NOTE-- HOT SPRINGS N.M. HAS BEEN RENAMED TRUTH OR CONSEQUENCES N.M.
 DS0854
 DS0854                          STATION RECOVERY (1970)
 DS0854
 DS0854'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1970
 DS0854'RECOVERED IN GOOD CONDITION.
 DS0854
 DS0854                          STATION RECOVERY (1980)
 DS0854
 DS0854'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DS0854'3.2 KILOMETERS (2.0 MILES) NORTH AND NORTHWEST ALONG U.S. HIGHWAY 85
 DS0854'(DATE STREET) FROM THE SIERRA COUNTY COURTHOUSE IN TRUTH OR
 DS0854'CONSEQUENCES, THENCE 1.6 KILOMETERS (1.0 MILE) NORTHEAST ALONG A
 DS0854'PAVED ROAD (OLD U.S. HIGHWAY 85), 1.8 KILOMETERS (1.1 MILES)
 DS0854'NORTHEAST OF THE NORTHEAST END OF A BRIDGE OVER CUCHILLO NEGRO
 DS0854'CREEK, 12.2 METERS (40.0 FEET) EAST OF THE CENTER LINE OF THE ROAD.
 DS0854'THE MARK IS 0.4 METERS  S FROM A WITNESS POST.
 DS0854'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0570 ***********************************************************************
 FO0570  DESIGNATION -  E 83
 FO0570  PID         -  FO0570
 FO0570  STATE/COUNTY-  NM/SANDOVAL
 FO0570  USGS QUAD   -  PONDEROSA (1993)
 FO0570
 FO0570                         *CURRENT SURVEY CONTROL
 FO0570  ___________________________________________________________________
 FO0570* NAD 83(1986)-  35 38 33.     (N)    106 40 45.     (W)     SCALED    
 FO0570* NAVD 88     -      1800.488  (meters)    5907.10   (feet)  ADJUSTED  
 FO0570  ___________________________________________________________________
 FO0570  GEOID HEIGHT-         -19.95  (meters)                     GEOID03
 FO0570  DYNAMIC HT  -        1798.053 (meters)    5899.11  (feet)  COMP
 FO0570  MODELED GRAV-     979,217.6   (mgal)                       NAVD 88
 FO0570
 FO0570  VERT ORDER  -  SECOND    CLASS 0
 FO0570
 FO0570.The horizontal coordinates were scaled from a topographic map and have
 FO0570.an estimated accuracy of +/- 6 seconds.
 FO0570
 FO0570.The orthometric height was determined by differential leveling
 FO0570.and adjusted by the National Geodetic Survey in June 1991..
 FO0570
 FO0570.The geoid height was determined by GEOID03.
 FO0570
 FO0570.The dynamic height is computed by dividing the NAVD 88
 FO0570.geopotential number by the normal gravity value computed on the
 FO0570.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0570.degrees latitude (g = 980.6199 gals.).
 FO0570
 FO0570.The modeled gravity was interpolated from observed gravity values.
 FO0570
 FO0570;                    North         East    Units  Estimated Accuracy
 FO0570;SPC NM C     -   514,940.      461,140.      MT  (+/- 180 meters Scaled)
 FO0570
 FO0570                          SUPERSEDED SURVEY CONTROL
 FO0570
 FO0570  NGVD 29 (??/??/92) 1799.545  (m)         5904.01   (f) ADJ UNCH    2 0
 FO0570
 FO0570.Superseded values are not recommended for survey control.
 FO0570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0570.See file dsdata.txt to determine how the superseded data were derived.
 FO0570
 FO0570_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV479455(NAD 83)
 FO0570_MARKER: DB = BENCH MARK DISK
 FO0570_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FO0570_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FO0570_STAMPING: E 83 1934
 FO0570_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO0570+STABILITY: SURFACE MOTION
 FO0570
 FO0570  HISTORY     - Date     Condition        Report By
 FO0570  HISTORY     - 1934     MONUMENTED       CGS
 FO0570  HISTORY     - 1941     GOOD             NGS
 FO0570
 FO0570                          STATION DESCRIPTION
 FO0570
 FO0570'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 FO0570'1.3 MI NE FROM JEMES.
 FO0570'1.3 MILES NORTHEAST ALONG STATE HIGHWAY 4 FROM THE CATHOLIC CHURCH AT
 FO0570'JEMES, SANDOVAL COUNTY, THENCE 3.2 MILES EAST ALONG A ROAD LEADING TO
 FO0570'PENABLANCA.  0.3 MILE NORTHEAST OF A WOODEN BRIDGE OVER A DEEP WASH,
 FO0570'ON THE SUMMIT OF A SMALL KNOLL, 75 FEET SOUTH OF THE SOUTHEAST CORNER
 FO0570'OF AN ADOBE BARN, 61 FEET EAST OF THE NORTHEAST CORNER OF AN ADOBE
 FO0570'HOUSE, 57 FEET WEST OF THE WESTERNMOST ONE OF A GROUP OF COTTONWOOD
 FO0570'TREES, 39 FEET NORTHWEST OF THE CENTERLINE OF THE ROAD, 14 FEET
 FO0570'NORTHWEST OF A WIRE FENCE, AND 1 FOOT HIGHER THAN THE ROAD.  A
 FO0570'STANDARD DISK, STAMPED E 83 1934 AND SET IN THE TOP OF A CONCRETE POST
 FO0570'PROJECTING 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1148 ***********************************************************************
 GL1148  DESIGNATION -  E 84
 GL1148  PID         -  GL1148
 GL1148  STATE/COUNTY-  NM/UNION
 GL1148  USGS QUAD   -  ALPS MESA (1972)
 GL1148
 GL1148                         *CURRENT SURVEY CONTROL
 GL1148  ___________________________________________________________________
 GL1148* NAD 83(1986)-  36 54 28.     (N)    103 54 38.     (W)     SCALED    
 GL1148* NAVD 88     -      1961.206  (meters)    6434.39   (feet)  ADJUSTED  
 GL1148  ___________________________________________________________________
 GL1148  GEOID HEIGHT-         -19.10  (meters)                     GEOID03
 GL1148  DYNAMIC HT  -        1958.754 (meters)    6426.35  (feet)  COMP
 GL1148  MODELED GRAV-     979,311.1   (mgal)                       NAVD 88
 GL1148
 GL1148  VERT ORDER  -  SECOND    CLASS 0
 GL1148
 GL1148.The horizontal coordinates were scaled from a topographic map and have
 GL1148.an estimated accuracy of +/- 6 seconds.
 GL1148
 GL1148.The orthometric height was determined by differential leveling
 GL1148.and adjusted by the National Geodetic Survey in June 1991..
 GL1148
 GL1148.The geoid height was determined by GEOID03.
 GL1148
 GL1148.The dynamic height is computed by dividing the NAVD 88
 GL1148.geopotential number by the normal gravity value computed on the
 GL1148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL1148.degrees latitude (g = 980.6199 gals.).
 GL1148
 GL1148.The modeled gravity was interpolated from observed gravity values.
 GL1148
 GL1148;                    North         East    Units  Estimated Accuracy
 GL1148;SPC NM E     -   655,330.      202,670.      MT  (+/- 180 meters Scaled)
 GL1148
 GL1148                          SUPERSEDED SURVEY CONTROL
 GL1148
 GL1148  NGVD 29 (??/??/92) 1960.168  (m)         6430.98   (f) ADJ UNCH    2 0
 GL1148
 GL1148.Superseded values are not recommended for survey control.
 GL1148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1148.See file dsdata.txt to determine how the superseded data were derived.
 GL1148
 GL1148_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEA970851(NAD 83)
 GL1148_MARKER: DB = BENCH MARK DISK
 GL1148_SETTING: 80 = SET IN A BOULDER
 GL1148_SP_SET: BOULDER
 GL1148_STAMPING: E-84 1934
 GL1148_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL1148+STABILITY: SURFACE MOTION
 GL1148
 GL1148  HISTORY     - Date     Condition        Report By
 GL1148  HISTORY     - 1934     MONUMENTED       CGS
 GL1148
 GL1148                          STATION DESCRIPTION
 GL1148
 GL1148'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GL1148'6.7 MI N FROM FOLSOM.
 GL1148'6.7 MI N ON C. AND S. RY 5 1/2 POLES S OF MILE POLE 275, 40 FEET E OF
 GL1148'THE CENTERLINE OF THE TRACK, 12 FEET W OF A FENCE LINE.  SET IN A
 GL1148'LARGE MALAPAIS BOULDER 8 FEET IN DIAMETER AND 2 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0780 ***********************************************************************
 DS0780  DESIGNATION -  E 85
 DS0780  PID         -  DS0780
 DS0780  STATE/COUNTY-  NM/SOCORRO
 DS0780  USGS QUAD   -  FORT CRAIG (1980)
 DS0780
 DS0780                         *CURRENT SURVEY CONTROL
 DS0780  ___________________________________________________________________
 DS0780* NAD 83(1986)-  33 40 48.     (N)    107 05 41.     (W)     SCALED    
 DS0780* NAVD 88     -      1487.049  (meters)    4878.76   (feet)  ADJUSTED  
 DS0780  ___________________________________________________________________
 DS0780  GEOID HEIGHT-         -22.75  (meters)                     GEOID03
 DS0780  DYNAMIC HT  -        1484.888 (meters)    4871.67  (feet)  COMP
 DS0780  MODELED GRAV-     979,132.4   (mgal)                       NAVD 88
 DS0780
 DS0780  VERT ORDER  -  FIRST     CLASS II
 DS0780
 DS0780.The horizontal coordinates were scaled from a topographic map and have
 DS0780.an estimated accuracy of +/- 6 seconds.
 DS0780
 DS0780.The orthometric height was determined by differential leveling
 DS0780.and adjusted by the National Geodetic Survey in June 1991..
 DS0780
 DS0780.The geoid height was determined by GEOID03.
 DS0780
 DS0780.The dynamic height is computed by dividing the NAVD 88
 DS0780.geopotential number by the normal gravity value computed on the
 DS0780.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0780.degrees latitude (g = 980.6199 gals.).
 DS0780
 DS0780.The modeled gravity was interpolated from observed gravity values.
 DS0780
 DS0780;                    North         East    Units  Estimated Accuracy
 DS0780;SPC NM C     -   297,480.      421,680.      MT  (+/- 180 meters Scaled)
 DS0780
 DS0780                          SUPERSEDED SURVEY CONTROL
 DS0780
 DS0780  NGVD 29 (??/??/92) 1486.329  (m)         4876.40   (f) ADJ UNCH    1 2
 DS0780
 DS0780.Superseded values are not recommended for survey control.
 DS0780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0780.See file dsdata.txt to determine how the superseded data were derived.
 DS0780
 DS0780_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT058286(NAD 83)
 DS0780_MARKER: DB = BENCH MARK DISK
 DS0780_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0780_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0780_STAMPING: E 85 1934
 DS0780_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0780+STABILITY: SURFACE MOTION
 DS0780
 DS0780  HISTORY     - Date     Condition        Report By
 DS0780  HISTORY     - 1934     MONUMENTED       CGS
 DS0780  HISTORY     - 1950     GOOD             NGS
 DS0780
 DS0780                          STATION DESCRIPTION
 DS0780
 DS0780'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 DS0780'22.7 MI SE FROM SAN ANTONIO.
 DS0780'21.1 MILES SOUTHWEST ALONG U.S. HIGHWAY 85 FROM THE ATCHISON, TOPEKA
 DS0780'AND SANTA FE RAILROAD STATION AT SAN ANTONIO, THENCE 1.6 MILES
 DS0780'SOUTHWEST ALONG OLD U.S. HIGHWAY 85, JUST SOUTHWEST OF A DRAW, 103
 DS0780'FEET SOUTH OF AN EAST AND WEST FENCE WHICH CROSSES THE HIGHWAY, 2.7
 DS0780'FEET NORTHEAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 DS0780'WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0975 ***********************************************************************
 DS0975  DESIGNATION -  E 86
 DS0975  PID         -  DS0975
 DS0975  STATE/COUNTY-  NM/SOCORRO
 DS0975  USGS QUAD   -  WAHOO RANCH (1965)
 DS0975
 DS0975                         *CURRENT SURVEY CONTROL
 DS0975  ___________________________________________________________________
 DS0975* NAD 83(1986)-  33 37 13.     (N)    107 39 07.     (W)     SCALED    
 DS0975* NAVD 88     -      1956.527  (meters)    6419.04   (feet)  ADJUSTED  
 DS0975  ___________________________________________________________________
 DS0975  GEOID HEIGHT-         -22.24  (meters)                     GEOID03
 DS0975  DYNAMIC HT  -        1953.436 (meters)    6408.90  (feet)  COMP
 DS0975  MODELED GRAV-     978,987.8   (mgal)                       NAVD 88
 DS0975
 DS0975  VERT ORDER  -  SECOND    CLASS 0
 DS0975
 DS0975.The horizontal coordinates were scaled from a topographic map and have
 DS0975.an estimated accuracy of +/- 6 seconds.
 DS0975
 DS0975.The orthometric height was determined by differential leveling
 DS0975.and adjusted by the National Geodetic Survey in June 1991..
 DS0975
 DS0975.The geoid height was determined by GEOID03.
 DS0975
 DS0975.The dynamic height is computed by dividing the NAVD 88
 DS0975.geopotential number by the normal gravity value computed on the
 DS0975.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0975.degrees latitude (g = 980.6199 gals.).
 DS0975
 DS0975.The modeled gravity was interpolated from observed gravity values.
 DS0975
 DS0975;                    North         East    Units  Estimated Accuracy
 DS0975;SPC NM C     -   291,420.      369,920.      MT  (+/- 180 meters Scaled)
 DS0975
 DS0975                          SUPERSEDED SURVEY CONTROL
 DS0975
 DS0975  NGVD 29 (??/??/92) 1955.600  (m)         6416.00   (f) ADJ UNCH    2 0
 DS0975
 DS0975.Superseded values are not recommended for survey control.
 DS0975.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0975.See file dsdata.txt to determine how the superseded data were derived.
 DS0975
 DS0975_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBT539232(NAD 83)
 DS0975_MARKER: DB = BENCH MARK DISK
 DS0975_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0975_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0975_STAMPING: E-86 1934
 DS0975_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0975+STABILITY: SURFACE MOTION
 DS0975
 DS0975  HISTORY     - Date     Condition        Report By
 DS0975  HISTORY     - 1934     MONUMENTED       CGS
 DS0975
 DS0975                          STATION DESCRIPTION
 DS0975
 DS0975'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DS0975'3.9 MI N FROM OJO CALIENTE.
 DS0975'3.9 MI N ON ROAD TO FRENCH MAN WELL AND MAGADALENA ABOUT 0.3 MI N OF
 DS0975'THE PERSHING SCHOOL HOUSE, ABOUT 232 YDS S OF A US GLO 1/4 SEC. CORNER
 DS0975'(S15 T8S R8W), ABOUT 232 YDS S OF A CROSS FENCE AND CATTLE GUARD, 51
 DS0975'FEET W OF A 4-STAND WIRE FENCE, 36 FEET W OF THE CENTERLINE OF THE
 DS0975'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0728 ***********************************************************************
 CX0728  DESIGNATION -  E 87
 CX0728  PID         -  CX0728
 CX0728  STATE/COUNTY-  NM/DONA ANA
 CX0728  USGS QUAD   -  ORGAN (1994)
 CX0728
 CX0728                         *CURRENT SURVEY CONTROL
 CX0728  ___________________________________________________________________
 CX0728* NAD 83(1986)-  32 25 52.     (N)    106 34 27.     (W)     SCALED    
 CX0728* NAVD 88     -      1688.201  (meters)    5538.71   (feet)  ADJUSTED  
 CX0728  ___________________________________________________________________
 CX0728  GEOID HEIGHT-         -23.39  (meters)                     GEOID03
 CX0728  DYNAMIC HT  -        1685.576 (meters)    5530.09  (feet)  COMP
 CX0728  MODELED GRAV-     979,023.5   (mgal)                       NAVD 88
 CX0728
 CX0728  VERT ORDER  -  SECOND    CLASS 0
 CX0728
 CX0728.The horizontal coordinates were scaled from a topographic map and have
 CX0728.an estimated accuracy of +/- 6 seconds.
 CX0728
 CX0728.The orthometric height was determined by differential leveling
 CX0728.and adjusted by the National Geodetic Survey in June 1991..
 CX0728
 CX0728.The geoid height was determined by GEOID03.
 CX0728
 CX0728.The dynamic height is computed by dividing the NAVD 88
 CX0728.geopotential number by the normal gravity value computed on the
 CX0728.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0728.degrees latitude (g = 980.6199 gals.).
 CX0728
 CX0728.The modeled gravity was interpolated from observed gravity values.
 CX0728
 CX0728;                    North         East    Units  Estimated Accuracy
 CX0728;SPC NM C     -   158,720.      469,520.      MT  (+/- 180 meters Scaled)
 CX0728
 CX0728                          SUPERSEDED SURVEY CONTROL
 CX0728
 CX0728  NGVD 29 (??/??/92) 1687.536  (m)         5536.52   (f) ADJ UNCH    2 0
 CX0728
 CX0728.Superseded values are not recommended for survey control.
 CX0728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0728.See file dsdata.txt to determine how the superseded data were derived.
 CX0728
 CX0728_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR520893(NAD 83)
 CX0728_MARKER: DB = BENCH MARK DISK
 CX0728_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX0728_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CX0728_STAMPING: E 87 1934
 CX0728_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX0728+STABILITY: SURFACE MOTION
 CX0728
 CX0728  HISTORY     - Date     Condition        Report By
 CX0728  HISTORY     - 1934     MONUMENTED       CGS
 CX0728  HISTORY     - 1953     GOOD             NGS
 CX0728
 CX0728                          STATION DESCRIPTION
 CX0728
 CX0728'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CX0728'1.55 MI NE FROM ORGAN.
 CX0728'1.55 MILES NORTHEAST ALONG U. S. HIGHWAY 70 FROM THE POST OFFICE AT
 CX0728'ORGAN, 69 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 52.5 FEET
 CX0728'NORTHWEST OF STEEL RIGHT-OF-WAY STATION MARKER 830 + 00, 7.0 FEET
 CX0728'NORTHEAST OF THE SOUTHWEST RIGHT-OF-WAY FENCE, 2.8 FEET NORTH OF A
 CX0728'REFERENCE POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1.1
 CX0728'FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0306 ***********************************************************************
 CW0306  DESIGNATION -  E 89
 CW0306  PID         -  CW0306
 CW0306  STATE/COUNTY-  NM/CHAVES
 CW0306  USGS QUAD   -  ELK (1963)
 CW0306
 CW0306                         *CURRENT SURVEY CONTROL
 CW0306  ___________________________________________________________________
 CW0306* NAD 83(1986)-  32 56 19.     (N)    105 16 43.     (W)     SCALED    
 CW0306* NAVD 88     -      1744.599  (meters)    5723.74   (feet)  ADJUSTED  
 CW0306  ___________________________________________________________________
 CW0306  GEOID HEIGHT-         -20.82  (meters)                     GEOID03
 CW0306  DYNAMIC HT  -        1741.914 (meters)    5714.93  (feet)  COMP
 CW0306  MODELED GRAV-     979,037.0   (mgal)                       NAVD 88
 CW0306
 CW0306  VERT ORDER  -  SECOND    CLASS 0
 CW0306
 CW0306.The horizontal coordinates were scaled from a topographic map and have
 CW0306.an estimated accuracy of +/- 6 seconds.
 CW0306
 CW0306.The orthometric height was determined by differential leveling
 CW0306.and adjusted by the National Geodetic Survey in June 1991..
 CW0306
 CW0306.The geoid height was determined by GEOID03.
 CW0306
 CW0306.The dynamic height is computed by dividing the NAVD 88
 CW0306.geopotential number by the normal gravity value computed on the
 CW0306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0306.degrees latitude (g = 980.6199 gals.).
 CW0306
 CW0306.The modeled gravity was interpolated from observed gravity values.
 CW0306
 CW0306;                    North         East    Units  Estimated Accuracy
 CW0306;SPC NM E     -   215,340.       76,610.      MT  (+/- 180 meters Scaled)
 CW0306
 CW0306                          SUPERSEDED SURVEY CONTROL
 CW0306
 CW0306  NGVD 29 (??/??/92) 1743.886  (m)         5721.40   (f) ADJ UNCH    2 0
 CW0306
 CW0306.Superseded values are not recommended for survey control.
 CW0306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0306.See file dsdata.txt to determine how the superseded data were derived.
 CW0306
 CW0306_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDS739445(NAD 83)
 CW0306_MARKER: DB = BENCH MARK DISK
 CW0306_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CW0306_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CW0306_STAMPING: E-89 1934
 CW0306_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CW0306+STABILITY: SURFACE MOTION
 CW0306
 CW0306  HISTORY     - Date     Condition        Report By
 CW0306  HISTORY     - 1934     MONUMENTED       CGS
 CW0306  HISTORY     - 1961     MARK NOT FOUND   USGS
 CW0306
 CW0306                          STATION DESCRIPTION
 CW0306
 CW0306'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CW0306'15.6 MI E FROM MAYHILL.
 CW0306'15.6 MI. E. OF P.O. ALONG STATE NO. 83 0.3 MI. W. OF A CEMETARY ON THE
 CW0306'HWY., 118 FT. E. OF AN L CORNER IN FENCE, 23 FT. S. OF THE CENTER LINE
 CW0306'OF HWY., AND 1 FT. N. OF A 5 WIRE FENCE.
 CW0306
 CW0306                          STATION RECOVERY (1961)
 CW0306
 CW0306'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 CW0306'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0296 ***********************************************************************
 DR0296  DESIGNATION -  E 9
 DR0296  PID         -  DR0296
 DR0296  STATE/COUNTY-  NM/CHAVES
 DR0296  USGS QUAD   -  SOUTH SPRING (1975)
 DR0296
 DR0296                         *CURRENT SURVEY CONTROL
 DR0296  ___________________________________________________________________
 DR0296* NAD 83(1986)-  33 22 20.     (N)    104 30 01.     (W)     SCALED    
 DR0296* NAVD 88     -      1094.786  (meters)    3591.81   (feet)  ADJUSTED  
 DR0296  ___________________________________________________________________
 DR0296  GEOID HEIGHT-         -23.18  (meters)                     GEOID03
 DR0296  DYNAMIC HT  -        1093.296 (meters)    3586.92  (feet)  COMP
 DR0296  MODELED GRAV-     979,238.7   (mgal)                       NAVD 88
 DR0296
 DR0296  VERT ORDER  -  FIRST     CLASS II
 DR0296
 DR0296.The horizontal coordinates were scaled from a topographic map and have
 DR0296.an estimated accuracy of +/- 6 seconds.
 DR0296
 DR0296.The orthometric height was determined by differential leveling
 DR0296.and adjusted by the National Geodetic Survey in June 1991..
 DR0296
 DR0296.The geoid height was determined by GEOID03.
 DR0296
 DR0296.The dynamic height is computed by dividing the NAVD 88
 DR0296.geopotential number by the normal gravity value computed on the
 DR0296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0296.degrees latitude (g = 980.6199 gals.).
 DR0296
 DR0296.The modeled gravity was interpolated from observed gravity values.
 DR0296
 DR0296;                    North         East    Units  Estimated Accuracy
 DR0296;SPC NM E     -   263,050.      149,470.      MT  (+/- 180 meters Scaled)
 DR0296
 DR0296                          SUPERSEDED SURVEY CONTROL
 DR0296
 DR0296  NGVD 29 (??/??/92) 1094.253  (m)         3590.06   (f) ADJ UNCH    1 2
 DR0296
 DR0296.Superseded values are not recommended for survey control.
 DR0296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0296.See file dsdata.txt to determine how the superseded data were derived.
 DR0296
 DR0296_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES464926(NAD 83)
 DR0296_MARKER: X = CHISELED CROSS
 DR0296_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DR0296_SP_SET: MILEPOST
 DR0296_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR0296
 DR0296  HISTORY     - Date     Condition        Report By
 DR0296  HISTORY     - UNK      MONUMENTED       CGS
 DR0296  HISTORY     - 1957     MARK NOT FOUND   NGS
 DR0296
 DR0296                          STATION DESCRIPTION
 DR0296
 DR0296'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 DR0296'2.1 MI SE FROM ROSWELL.
 DR0296'2.1 MILES SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 DR0296'FROM THE STATION AT ROSWELL, ON THE TOP OF IRON MILEPOST 110, 10 FEET
 DR0296'SOUTHWEST OF THE CENTERLINE OF THE TRACK, AND LEVEL WITH THE TRACK. A
 DR0296'CHISELED CROSS.  NOTE-- THERE IS NO VERTICAL SECTION OF RAIL AT THIS
 DR0296'LOCATION AND IT HAS EVIDENTLY BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0285 ***********************************************************************
 CW0285  DESIGNATION -  E 90
 CW0285  PID         -  CW0285
 CW0285  STATE/COUNTY-  NM/EDDY
 CW0285  USGS QUAD   -  HOPE (1975)
 CW0285
 CW0285                         *CURRENT SURVEY CONTROL
 CW0285  ___________________________________________________________________
 CW0285* NAD 83(1986)-  32 49 39.     (N)    104 38 48.     (W)     SCALED    
 CW0285* NAVD 88     -      1185.057  (meters)    3887.97   (feet)  ADJUSTED  
 CW0285  ___________________________________________________________________
 CW0285  GEOID HEIGHT-         -22.78  (meters)                     GEOID03
 CW0285  DYNAMIC HT  -        1183.369 (meters)    3882.44  (feet)  COMP
 CW0285  MODELED GRAV-     979,173.1   (mgal)                       NAVD 88
 CW0285
 CW0285  VERT ORDER  -  SECOND    CLASS 0
 CW0285
 CW0285.The horizontal coordinates were scaled from a topographic map and have
 CW0285.an estimated accuracy of +/- 6 seconds.
 CW0285
 CW0285.The orthometric height was determined by differential leveling
 CW0285.and adjusted by the National Geodetic Survey in June 1991..
 CW0285
 CW0285.The geoid height was determined by GEOID03.
 CW0285
 CW0285.The dynamic height is computed by dividing the NAVD 88
 CW0285.geopotential number by the normal gravity value computed on the
 CW0285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0285.degrees latitude (g = 980.6199 gals.).
 CW0285
 CW0285.The modeled gravity was interpolated from observed gravity values.
 CW0285
 CW0285;                    North         East    Units  Estimated Accuracy
 CW0285;SPC NM E     -   202,670.      135,660.      MT  (+/- 180 meters Scaled)
 CW0285
 CW0285                          SUPERSEDED SURVEY CONTROL
 CW0285
 CW0285  NGVD 29 (??/??/92) 1184.540  (m)         3886.28   (f) ADJ UNCH    2 0
 CW0285
 CW0285.Superseded values are not recommended for survey control.
 CW0285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0285.See file dsdata.txt to determine how the superseded data were derived.
 CW0285
 CW0285_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES330322(NAD 83)
 CW0285_MARKER: DB = BENCH MARK DISK
 CW0285_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CW0285_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CW0285_STAMPING: E-90 1934
 CW0285_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CW0285+STABILITY: SURFACE MOTION
 CW0285
 CW0285  HISTORY     - Date     Condition        Report By
 CW0285  HISTORY     - 1934     MONUMENTED       CGS
 CW0285
 CW0285                          STATION DESCRIPTION
 CW0285
 CW0285'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CW0285'6.0 MI E FROM HOPE.
 CW0285'6.0 MI. E. ALONG STATE NO. 83 37 FT. S. OF THE CENTER LINE OF THE
 CW0285'ROAD, 1 FT. N. OF THE S. RIGHT OF WAY FENCE, AND ABOUT LEVEL WITH THE
 CW0285'ROAD BED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0358 ***********************************************************************
 DR0358  DESIGNATION -  E 91
 DR0358  PID         -  DR0358
 DR0358  STATE/COUNTY-  NM/CHAVES
 DR0358  USGS QUAD   -  PETERS LAKE (1975)
 DR0358
 DR0358                         *CURRENT SURVEY CONTROL
 DR0358  ___________________________________________________________________
 DR0358* NAD 83(1986)-  33 10 02.     (N)    104 35 36.     (W)     SCALED    
 DR0358* NAVD 88     -      1161.963  (meters)    3812.21   (feet)  ADJUSTED  
 DR0358  ___________________________________________________________________
 DR0358  GEOID HEIGHT-         -22.90  (meters)                     GEOID03
 DR0358  DYNAMIC HT  -        1160.355 (meters)    3806.93  (feet)  COMP
 DR0358  MODELED GRAV-     979,213.1   (mgal)                       NAVD 88
 DR0358
 DR0358  VERT ORDER  -  SECOND    CLASS 0
 DR0358
 DR0358.The horizontal coordinates were scaled from a topographic map and have
 DR0358.an estimated accuracy of +/- 6 seconds.
 DR0358
 DR0358.The orthometric height was determined by differential leveling
 DR0358.and adjusted by the National Geodetic Survey in June 1991..
 DR0358
 DR0358.The geoid height was determined by GEOID03.
 DR0358
 DR0358.The dynamic height is computed by dividing the NAVD 88
 DR0358.geopotential number by the normal gravity value computed on the
 DR0358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0358.degrees latitude (g = 980.6199 gals.).
 DR0358
 DR0358.The modeled gravity was interpolated from observed gravity values.
 DR0358
 DR0358;                    North         East    Units  Estimated Accuracy
 DR0358;SPC NM E     -   240,330.      140,750.      MT  (+/- 180 meters Scaled)
 DR0358
 DR0358                          SUPERSEDED SURVEY CONTROL
 DR0358
 DR0358  NGVD 29 (??/??/92) 1161.400  (m)         3810.36   (f) ADJ UNCH    2 0
 DR0358
 DR0358.Superseded values are not recommended for survey control.
 DR0358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0358.See file dsdata.txt to determine how the superseded data were derived.
 DR0358
 DR0358_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES379698(NAD 83)
 DR0358_MARKER: DB = BENCH MARK DISK
 DR0358_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR0358_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DR0358_STAMPING: E-91 1934
 DR0358_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR0358+STABILITY: SURFACE MOTION
 DR0358
 DR0358  HISTORY     - Date     Condition        Report By
 DR0358  HISTORY     - 1934     MONUMENTED       CGS
 DR0358
 DR0358                          STATION DESCRIPTION
 DR0358
 DR0358'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DR0358'11.0 MI NE FROM FELIX.
 DR0358'11.0 MI. N.E. ALONG STATE NO. 13.  ON CURVE OF ROAD, 112 FT. S. OF A
 DR0358'THREE WIRE FENCE, AND 59 FT. S. OF THE CENTER LINE OF ROAD, ABOUT
 DR0358'LEVEL WITH THE ROAD BED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0453 ***********************************************************************
 DR0453  DESIGNATION -  E 92
 DR0453  PID         -  DR0453
 DR0453  STATE/COUNTY-  NM/CHAVES
 DR0453  USGS QUAD   -  MESA SE (1982)
 DR0453
 DR0453                         *CURRENT SURVEY CONTROL
 DR0453  ___________________________________________________________________
 DR0453* NAD 83(1986)-  33 47 32.     (N)    104 34 19.     (W)     SCALED    
 DR0453* NAVD 88     -      1214.787  (meters)    3985.51   (feet)  POSTED    
 DR0453  ___________________________________________________________________
 DR0453  GEOID HEIGHT-         -23.30  (meters)                     GEOID03
 DR0453  DYNAMIC HT  -        1213.130 (meters)    3980.08  (feet)  COMP
 DR0453  MODELED GRAV-     979,229.5   (mgal)                       NAVD 88
 DR0453
 DR0453  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 DR0453
 DR0453.The horizontal coordinates were scaled from a topographic map and have
 DR0453.an estimated accuracy of +/- 6 seconds.
 DR0453
 DR0453.The orthometric height was determined by differential leveling
 DR0453.and adjusted by the National Geodetic Survey in 1992..
 DR0453.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 DR0453.rate of 0.0 thru 1.0 mm/km.
 DR0453
 DR0453.The geoid height was determined by GEOID03.
 DR0453
 DR0453.The dynamic height is computed by dividing the NAVD 88
 DR0453.geopotential number by the normal gravity value computed on the
 DR0453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0453.degrees latitude (g = 980.6199 gals.).
 DR0453
 DR0453.The modeled gravity was interpolated from observed gravity values.
 DR0453
 DR0453;                    North         East    Units  Estimated Accuracy
 DR0453;SPC NM E     -   309,640.      142,900.      MT  (+/- 180 meters Scaled)
 DR0453
 DR0453                          SUPERSEDED SURVEY CONTROL
 DR0453
 DR0453  NGVD 29 (??/??/92) 1214.187  (m)         3983.55   (f) ADJ UNCH    2 0
 DR0453
 DR0453.Superseded values are not recommended for survey control.
 DR0453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0453.See file dsdata.txt to determine how the superseded data were derived.
 DR0453
 DR0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SET396392(NAD 83)
 DR0453_MARKER: DB = BENCH MARK DISK
 DR0453_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR0453_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DR0453_STAMPING: E 92 1934
 DR0453_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR0453+STABILITY: SURFACE MOTION
 DR0453
 DR0453  HISTORY     - Date     Condition        Report By
 DR0453  HISTORY     - 1934     MONUMENTED       CGS
 DR0453  HISTORY     - 1966     GOOD             USGS
 DR0453
 DR0453                          STATION DESCRIPTION
 DR0453
 DR0453'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 DR0453'29.0 MI N FROM ROSWELL.
 DR0453'27.7 MILES NORTH ALONG U. S. HIGHWAY 285 FROM THE COURTHOUSE AT
 DR0453'ROSWELL, CHAVES COUNTY, 0.3 MILES EAST ALONG THE DIRT ROAD TO THE
 DR0453'WINDMILL AND CROSSING OF THE OLD HIGHWAY, 1.0 MILE NORTH ALONG THE
 DR0453'ABANDONED HIGHWAY, 42 FEET EAST OF THE CENTERLINE OF THE OLD HIGHWAY,
 DR0453'10 FEET SOUTH OF A CHECK DAM ACROSS THE OLD HIGHWAY.  A STANDARD DISK
 DR0453'STAMPED E 92 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4
 DR0453'FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0145 ***********************************************************************
 EP0145  DESIGNATION -  E 93
 EP0145  PID         -  EP0145
 EP0145  STATE/COUNTY-  NM/LINCOLN
 EP0145  USGS QUAD   -  LOCO DRAW (1981)
 EP0145
 EP0145                         *CURRENT SURVEY CONTROL
 EP0145  ___________________________________________________________________
 EP0145* NAD 83(1986)-  34 19 37.     (N)    104 57 35.     (W)     SCALED    
 EP0145* NAVD 88     -      1682.324  (meters)    5519.42   (feet)  ADJUSTED  
 EP0145  ___________________________________________________________________
 EP0145  GEOID HEIGHT-         -22.30  (meters)                     GEOID03
 EP0145  DYNAMIC HT  -        1679.908 (meters)    5511.50  (feet)  COMP
 EP0145  MODELED GRAV-     979,140.7   (mgal)                       NAVD 88
 EP0145
 EP0145  VERT ORDER  -  SECOND    CLASS 0
 EP0145
 EP0145.The horizontal coordinates were scaled from a topographic map and have
 EP0145.an estimated accuracy of +/- 6 seconds.
 EP0145
 EP0145.The orthometric height was determined by differential leveling
 EP0145.and adjusted by the National Geodetic Survey in June 1991..
 EP0145
 EP0145.The geoid height was determined by GEOID03.
 EP0145
 EP0145.The dynamic height is computed by dividing the NAVD 88
 EP0145.geopotential number by the normal gravity value computed on the
 EP0145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EP0145.degrees latitude (g = 980.6199 gals.).
 EP0145
 EP0145.The modeled gravity was interpolated from observed gravity values.
 EP0145
 EP0145;                    North         East    Units  Estimated Accuracy
 EP0145;SPC NM C     -   369,670.      618,740.      MT  (+/- 180 meters Scaled)
 EP0145
 EP0145                          SUPERSEDED SURVEY CONTROL
 EP0145
 EP0145  NGVD 29 (??/??/92) 1681.537  (m)         5516.84   (f) ADJ UNCH    2 0
 EP0145
 EP0145.Superseded values are not recommended for survey control.
 EP0145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EP0145.See file dsdata.txt to determine how the superseded data were derived.
 EP0145
 EP0145_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SET037984(NAD 83)
 EP0145_MARKER: DB = BENCH MARK DISK
 EP0145_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EP0145_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EP0145_STAMPING: E-93 1934
 EP0145_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EP0145+STABILITY: SURFACE MOTION
 EP0145
 EP0145  HISTORY     - Date     Condition        Report By
 EP0145  HISTORY     - 1934     MONUMENTED       CGS
 EP0145  HISTORY     - 1975     GOOD             USGS
 EP0145  HISTORY     - 1975     GOOD             USGS
 EP0145
 EP0145                          STATION DESCRIPTION
 EP0145
 EP0145'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EP0145'7.4 MI N FROM RAMON.
 EP0145'7.4 MI. N. OF P.O. ALONG STATE NO. 2 ABOUT 1.3 MI. S. OF THE
 EP0145'GUADALALUPE-LINCOLN COUNTY LINE, AND 40 FT. W. OF THE CENTER LINE OF
 EP0145'THE ROAD.
 EP0145
 EP0145                          STATION RECOVERY (1975)
 EP0145
 EP0145'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 EP0145'RECOVERED IN GOOD CONDITION.
 EP0145
 EP0145                          STATION RECOVERY (1975)
 EP0145
 EP0145'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 EP0145'RAMON, ABOUT 7.4 MILES NW OF, ALONG US HIGHWAY 285, AND ABOUT 0.8
 EP0145'MILES SE OF TRACK ROAD X-ING. ABOUT 1600 FEET SW OF THE HIGHWAY, 45
 EP0145'FEET SW OF CENTERLINE OF OLD HIGHWAY IN THE SW 1/4, NW 1/4, SECTION
 EP0145'9, T 1 N, R 19 E. A STANDARD DISK STAMPED 'E 93 1934' SET IN TOP OF A
 EP0145'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0232 ***********************************************************************
 DR0232  DESIGNATION -  E 94
 DR0232  PID         -  DR0232
 DR0232  STATE/COUNTY-  NM/CHAVES
 DR0232  USGS QUAD   -  BOTTOMLESS LAKES (1950)
 DR0232
 DR0232                         *CURRENT SURVEY CONTROL
 DR0232  ___________________________________________________________________
 DR0232* NAD 83(1986)-  33 22 02.     (N)    104 21 35.     (W)     SCALED    
 DR0232* NAVD 88     -      1055.968  (meters)    3464.45   (feet)  POSTED    
 DR0232  ___________________________________________________________________
 DR0232  GEOID HEIGHT-         -23.26  (meters)                     GEOID03
 DR0232  DYNAMIC HT  -        1054.530 (meters)    3459.74  (feet)  COMP
 DR0232  MODELED GRAV-     979,236.6   (mgal)                       NAVD 88
 DR0232
 DR0232  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 DR0232
 DR0232.The horizontal coordinates were scaled from a topographic map and have
 DR0232.an estimated accuracy of +/- 6 seconds.
 DR0232
 DR0232.The orthometric height was determined by differential leveling
 DR0232.and adjusted by the National Geodetic Survey in 1992..
 DR0232.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 DR0232.rate of 2.1 thru 3.0 mm/km.
 DR0232
 DR0232.The geoid height was determined by GEOID03.
 DR0232
 DR0232.The dynamic height is computed by dividing the NAVD 88
 DR0232.geopotential number by the normal gravity value computed on the
 DR0232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0232.degrees latitude (g = 980.6199 gals.).
 DR0232
 DR0232.The modeled gravity was interpolated from observed gravity values.
 DR0232
 DR0232;                    North         East    Units  Estimated Accuracy
 DR0232;SPC NM E     -   262,480.      162,540.      MT  (+/- 180 meters Scaled)
 DR0232
 DR0232                          SUPERSEDED SURVEY CONTROL
 DR0232
 DR0232  NGVD 29 (??/??/92) 1055.462  (m)         3462.79   (f) ADJ UNCH    2 0
 DR0232
 DR0232.Superseded values are not recommended for survey control.
 DR0232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0232.See file dsdata.txt to determine how the superseded data were derived.
 DR0232
 DR0232_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES595921(NAD 83)
 DR0232_MARKER: Z = SEE DESCRIPTION
 DR0232_SETTING: 0 = UNSPECIFIED SETTING
 DR0232_STAMPING: E 94 1934
 DR0232_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR0232
 DR0232  HISTORY     - Date     Condition        Report By
 DR0232  HISTORY     - 1934     MONUMENTED       CGS
 DR0232  HISTORY     - 1943     GOOD             NGS
 DR0232
 DR0232                          STATION DESCRIPTION
 DR0232
 DR0232'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 DR0232'12.5 MI SE FROM ROSWELL.
 DR0232'THIS MARK IS NOW 12.5 MILES SOUTHEAST OF THE COURTHOUSE AT ROSWELL,
 DR0232'N.M.  ABOUT 8.1 MILES EAST ALONG U. S. HIGHWAY 380 FROM THE COURTHOUSE
 DR0232'AT ROSWELL, N. M., THENCE, 2.0 MILES SOUTH ALONG A DIRT ROAD THRU A
 DR0232'FIELD, THENCE 2.4 MILES EAST ALONG THE OLD HIGHWAY GRADE. THE
 DR0232'REFERENCES ON LOCAL OBJECTS STILL HOLD GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0237 ***********************************************************************
 DQ0237  DESIGNATION -  E 95
 DQ0237  PID         -  DQ0237
 DQ0237  STATE/COUNTY-  NM/ROOSEVELT
 DQ0237  USGS QUAD   -  DORA (1984)
 DQ0237
 DQ0237                         *CURRENT SURVEY CONTROL
 DQ0237  ___________________________________________________________________
 DQ0237* NAD 83(1986)-  33 58 02.     (N)    103 20 08.     (W)     SCALED    
 DQ0237* NAVD 88     -      1290.972  (meters)    4235.46   (feet)  ADJUSTED  
 DQ0237  ___________________________________________________________________
 DQ0237  GEOID HEIGHT-         -22.63  (meters)                     GEOID03
 DQ0237  DYNAMIC HT  -        1289.281 (meters)    4229.92  (feet)  COMP
 DQ0237  MODELED GRAV-     979,280.6   (mgal)                       NAVD 88
 DQ0237
 DQ0237  VERT ORDER  -  SECOND    CLASS 0
 DQ0237
 DQ0237.The horizontal coordinates were scaled from a topographic map and have
 DQ0237.an estimated accuracy of +/- 6 seconds.
 DQ0237
 DQ0237.The orthometric height was determined by differential leveling
 DQ0237.and adjusted by the National Geodetic Survey in June 1991..
 DQ0237
 DQ0237.The geoid height was determined by GEOID03.
 DQ0237
 DQ0237.The dynamic height is computed by dividing the NAVD 88
 DQ0237.geopotential number by the normal gravity value computed on the
 DQ0237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0237.degrees latitude (g = 980.6199 gals.).
 DQ0237
 DQ0237.The modeled gravity was interpolated from observed gravity values.
 DQ0237
 DQ0237;                    North         East    Units  Estimated Accuracy
 DQ0237;SPC NM E     -   329,470.      257,210.      MT  (+/- 180 meters Scaled)
 DQ0237
 DQ0237                          SUPERSEDED SURVEY CONTROL
 DQ0237
 DQ0237  NGVD 29 (??/??/92) 1290.434  (m)         4233.70   (f) ADJ UNCH    2 0
 DQ0237
 DQ0237.Superseded values are not recommended for survey control.
 DQ0237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0237.See file dsdata.txt to determine how the superseded data were derived.
 DQ0237
 DQ0237_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFT537597(NAD 83)
 DQ0237_MARKER: DB = BENCH MARK DISK
 DQ0237_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0237_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DQ0237_STAMPING: E-95 1935
 DQ0237_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0237+STABILITY: SURFACE MOTION
 DQ0237
 DQ0237  HISTORY     - Date     Condition        Report By
 DQ0237  HISTORY     - 1935     MONUMENTED       CGS
 DQ0237  HISTORY     - 1972     MARK NOT FOUND   USGS
 DQ0237
 DQ0237                          STATION DESCRIPTION
 DQ0237
 DQ0237'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DQ0237'14.4 MI S FROM PORTALES.
 DQ0237'14.4 MI. S. ALONG STATE NO.18 0.2 MI. N. OF A FARM HOUSE AND WINDMILL
 DQ0237'ON THE E. SIDE OF THE HWY., 45 FT. E. OF THE CENTER LINE OF HWY., 82
 DQ0237'FT. S. OF THE CENTER LINE OF A CROSSROAD, AND 1 FT. W. OF THE FENCE
 DQ0237'LINE.
 DQ0237
 DQ0237                          STATION RECOVERY (1972)
 DQ0237
 DQ0237'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 DQ0237'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0328 ***********************************************************************
 CV0328  DESIGNATION -  E 96
 CV0328  PID         -  CV0328
 CV0328  STATE/COUNTY-  NM/LEA
 CV0328  USGS QUAD   -  JAL NW (1979)
 CV0328
 CV0328                         *CURRENT SURVEY CONTROL
 CV0328  ___________________________________________________________________
 CV0328* NAD 83(1986)-  32 13 38.     (N)    103 11 45.     (W)     SCALED    
 CV0328* NAVD 88     -      1006.586  (meters)    3302.44   (feet)  ADJUSTED  
 CV0328  ___________________________________________________________________
 CV0328  GEOID HEIGHT-         -23.12  (meters)                     GEOID03
 CV0328  DYNAMIC HT  -        1005.177 (meters)    3297.82  (feet)  COMP
 CV0328  MODELED GRAV-     979,204.2   (mgal)                       NAVD 88
 CV0328
 CV0328  VERT ORDER  -  SECOND    CLASS 0
 CV0328
 CV0328.The horizontal coordinates were scaled from a topographic map and have
 CV0328.an estimated accuracy of +/- 6 seconds.
 CV0328
 CV0328.The orthometric height was determined by differential leveling
 CV0328.and adjusted by the National Geodetic Survey in June 1991..
 CV0328
 CV0328.The geoid height was determined by GEOID03.
 CV0328
 CV0328.The dynamic height is computed by dividing the NAVD 88
 CV0328.geopotential number by the normal gravity value computed on the
 CV0328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0328.degrees latitude (g = 980.6199 gals.).
 CV0328
 CV0328.The modeled gravity was interpolated from observed gravity values.
 CV0328
 CV0328;                    North         East    Units  Estimated Accuracy
 CV0328;SPC NM E     -   136,630.      272,210.      MT  (+/- 180 meters Scaled)
 CV0328
 CV0328                          SUPERSEDED SURVEY CONTROL
 CV0328
 CV0328  NGVD 29 (??/??/92) 1006.182  (m)         3301.12   (f) ADJ UNCH    2 0
 CV0328
 CV0328.Superseded values are not recommended for survey control.
 CV0328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0328.See file dsdata.txt to determine how the superseded data were derived.
 CV0328
 CV0328_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFR700670(NAD 83)
 CV0328_MARKER: DB = BENCH MARK DISK
 CV0328_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0328_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CV0328_STAMPING: E-96 1935
 CV0328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CV0328+STABILITY: SURFACE MOTION
 CV0328
 CV0328  HISTORY     - Date     Condition        Report By
 CV0328  HISTORY     - 1935     MONUMENTED       CGS
 CV0328
 CV0328                          STATION DESCRIPTION
 CV0328
 CV0328'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 CV0328'8.2 MI N FROM JAL.
 CV0328'8.2 MI. N. ALONG T. AND N.M. RY. 0.3 MI. S. OF MILE POST NO. 51, 105
 CV0328'FT. E. OF THE CENTER LINE OF TRACK, 55 FT. S. OF THE CENTER LINE OF
 CV0328'GRADE CROSSING, AND 5 FT. W. AND 3 FT. S. OF R.O.W. FENCE CORNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0452 ***********************************************************************
 CV0452  DESIGNATION -  E 97
 CV0452  PID         -  CV0452
 CV0452  STATE/COUNTY-  NM/EDDY
 CV0452  USGS QUAD   -  TOWER HILL NORTH (1985)
 CV0452
 CV0452                         *CURRENT SURVEY CONTROL
 CV0452  ___________________________________________________________________
 CV0452* NAD 83(1986)-  32 31 12.     (N)    103 56 00.     (W)     SCALED    
 CV0452* NAVD 88     -      1034.628  (meters)    3394.44   (feet)  ADJUSTED  
 CV0452  ___________________________________________________________________
 CV0452  GEOID HEIGHT-         -23.93  (meters)                     GEOID03
 CV0452  DYNAMIC HT  -        1033.155 (meters)    3389.61  (feet)  COMP
 CV0452  MODELED GRAV-     979,180.0   (mgal)                       NAVD 88
 CV0452
 CV0452  VERT ORDER  -  SECOND    CLASS 0
 CV0452
 CV0452.The horizontal coordinates were scaled from a topographic map and have
 CV0452.an estimated accuracy of +/- 6 seconds.
 CV0452
 CV0452.The orthometric height was determined by differential leveling
 CV0452.and adjusted by the National Geodetic Survey in June 1991..
 CV0452
 CV0452.The geoid height was determined by GEOID03.
 CV0452
 CV0452.The dynamic height is computed by dividing the NAVD 88
 CV0452.geopotential number by the normal gravity value computed on the
 CV0452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0452.degrees latitude (g = 980.6199 gals.).
 CV0452
 CV0452.The modeled gravity was interpolated from observed gravity values.
 CV0452
 CV0452;                    North         East    Units  Estimated Accuracy
 CV0452;SPC NM E     -   168,600.      202,580.      MT  (+/- 180 meters Scaled)
 CV0452
 CV0452                          SUPERSEDED SURVEY CONTROL
 CV0452
 CV0452  NGVD 29 (??/??/92) 1034.160  (m)         3392.91   (f) ADJ UNCH    2 0
 CV0452
 CV0452.Superseded values are not recommended for survey control.
 CV0452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0452.See file dsdata.txt to determine how the superseded data were derived.
 CV0452
 CV0452_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFR001985(NAD 83)
 CV0452_MARKER: DB = BENCH MARK DISK
 CV0452_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0452_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CV0452_STAMPING: E-97 1935
 CV0452_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CV0452+STABILITY: SURFACE MOTION
 CV0452
 CV0452  HISTORY     - Date     Condition        Report By
 CV0452  HISTORY     - 1935     MONUMENTED       CGS
 CV0452  HISTORY     - 1978     MARK NOT FOUND   USGS
 CV0452
 CV0452                          STATION DESCRIPTION
 CV0452
 CV0452'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 CV0452'19.9 MI E FROM CARLSBAD.
 CV0452'19.9 MI. E. ALONG U.S. NO. 62 0.1 MI. E. OF A CONC. CULVERT, 65 FT. W.
 CV0452'OF A DIM SIDE ROAD RUNNING N., 52 FT. N. OF THE CENTER LINE OF HWY.,
 CV0452'AND 15 FT. N. OF THE TELEPHONE LINE.
 CV0452
 CV0452                          STATION RECOVERY (1978)
 CV0452
 CV0452'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 CV0452'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0314 ***********************************************************************
 CV0314  DESIGNATION -  E 98
 CV0314  PID         -  CV0314
 CV0314  STATE/COUNTY-  NM/LEA
 CV0314  USGS QUAD   -  HOBBS WEST (1979)
 CV0314
 CV0314                         *CURRENT SURVEY CONTROL
 CV0314  ___________________________________________________________________
 CV0314* NAD 83(1986)-  32 40 06.     (N)    103 08 36.     (W)     SCALED    
 CV0314* NAVD 88     -      1097.958  (meters)    3602.22   (feet)  ADJUSTED  
 CV0314  ___________________________________________________________________
 CV0314  GEOID HEIGHT-         -21.62  (meters)                     GEOID03
 CV0314  DYNAMIC HT  -        1096.489 (meters)    3597.40  (feet)  COMP
 CV0314  MODELED GRAV-     979,261.6   (mgal)                       NAVD 88
 CV0314
 CV0314  VERT ORDER  -  SECOND    CLASS 0
 CV0314
 CV0314.The horizontal coordinates were scaled from a topographic map and have
 CV0314.an estimated accuracy of +/- 6 seconds.
 CV0314
 CV0314.The orthometric height was determined by differential leveling
 CV0314.and adjusted by the National Geodetic Survey in June 1991..
 CV0314
 CV0314.The geoid height was determined by GEOID03.
 CV0314
 CV0314.The dynamic height is computed by dividing the NAVD 88
 CV0314.geopotential number by the normal gravity value computed on the
 CV0314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0314.degrees latitude (g = 980.6199 gals.).
 CV0314
 CV0314.The modeled gravity was interpolated from observed gravity values.
 CV0314
 CV0314;                    North         East    Units  Estimated Accuracy
 CV0314;SPC NM E     -   185,600.      276,620.      MT  (+/- 180 meters Scaled)
 CV0314
 CV0314                          SUPERSEDED SURVEY CONTROL
 CV0314
 CV0314  NGVD 29 (??/??/92) 1097.637  (m)         3601.16   (f) ADJ UNCH    2 0
 CV0314
 CV0314.Superseded values are not recommended for survey control.
 CV0314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0314.See file dsdata.txt to determine how the superseded data were derived.
 CV0314
 CV0314_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFS741160(NAD 83)
 CV0314_MARKER: DB = BENCH MARK DISK
 CV0314_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0314_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CV0314_STAMPING: E-98 1935
 CV0314_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CV0314+STABILITY: SURFACE MOTION
 CV0314_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CV0314+SATELLITE: SATELLITE OBSERVATIONS - April 26, 2005
 CV0314
 CV0314  HISTORY     - Date     Condition        Report By
 CV0314  HISTORY     - 1935     MONUMENTED       CGS
 CV0314  HISTORY     - 1941     GOOD             NGS
 CV0314  HISTORY     - 20050426 GOOD             NMHD
 CV0314
 CV0314                          STATION DESCRIPTION
 CV0314
 CV0314'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 CV0314'2.1 MI S FROM HOBBS.
 CV0314'2.1 MI. S. ALONG T. AND N. M. RY.  0.5 MI. N. OF SPUR TRACK, 250 FT.
 CV0314'S.W. OF AN OIL DERRICK, 150 FT. E. OF R.O.W. FENCE, 69 FT. W. OF THE
 CV0314'CENTER LINE OF ROAD, AND 51 FT. E. OF THE CENTER LINE OF TRACK.
 CV0314
 CV0314                          STATION RECOVERY (1941)
 CV0314
 CV0314'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1941
 CV0314'RECOVERED IN GOOD CONDITION.
 CV0314
 CV0314                          STATION RECOVERY (2005)
 CV0314
 CV0314'RECOVERY NOTE BY NM HIGHWAY DEPT 2005 (WAB)
 CV0314'DESCRIPTION IS ADEQUATE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0156 ***********************************************************************
 EP0156  DESIGNATION -  E 99
 EP0156  PID         -  EP0156
 EP0156  STATE/COUNTY-  NM/DE BACA
 EP0156  USGS QUAD   -  DUNLAP (1982)
 EP0156
 EP0156                         *CURRENT SURVEY CONTROL
 EP0156  ___________________________________________________________________
 EP0156* NAD 83(1986)-  34 02 39.     (N)    104 33 43.     (W)     SCALED    
 EP0156* NAVD 88     -      1268.028  (meters)    4160.19   (feet)  ADJUSTED  
 EP0156  ___________________________________________________________________
 EP0156  GEOID HEIGHT-         -23.37  (meters)                     GEOID03
 EP0156  DYNAMIC HT  -        1266.306 (meters)    4154.54  (feet)  COMP
 EP0156  MODELED GRAV-     979,234.1   (mgal)                       NAVD 88
 EP0156
 EP0156  VERT ORDER  -  SECOND    CLASS 0
 EP0156
 EP0156.The horizontal coordinates were scaled from a topographic map and have
 EP0156.an estimated accuracy of +/- 6 seconds.
 EP0156
 EP0156.The orthometric height was determined by differential leveling
 EP0156.and adjusted by the National Geodetic Survey in June 1991..
 EP0156
 EP0156.The geoid height was determined by GEOID03.
 EP0156
 EP0156.The dynamic height is computed by dividing the NAVD 88
 EP0156.geopotential number by the normal gravity value computed on the
 EP0156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EP0156.degrees latitude (g = 980.6199 gals.).
 EP0156
 EP0156.The modeled gravity was interpolated from observed gravity values.
 EP0156
 EP0156;                    North         East    Units  Estimated Accuracy
 EP0156;SPC NM E     -   337,580.      143,890.      MT  (+/- 180 meters Scaled)
 EP0156
 EP0156                          SUPERSEDED SURVEY CONTROL
 EP0156
 EP0156  NGVD 29 (??/??/92) 1267.414  (m)         4158.17   (f) ADJ UNCH    2 0
 EP0156
 EP0156.Superseded values are not recommended for survey control.
 EP0156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EP0156.See file dsdata.txt to determine how the superseded data were derived.
 EP0156
 EP0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SET404671(NAD 83)
 EP0156_MARKER: DB = BENCH MARK DISK
 EP0156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EP0156_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EP0156_STAMPING: E-99 1934
 EP0156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EP0156+STABILITY: SURFACE MOTION
 EP0156
 EP0156  HISTORY     - Date     Condition        Report By
 EP0156  HISTORY     - 1934     MONUMENTED       CGS
 EP0156
 EP0156                          STATION DESCRIPTION
 EP0156
 EP0156'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EP0156'3.7 MI S FROM DUNLAP.
 EP0156'3.7 MI. S. ALONG STATE NO. 20 ABOUT 0.4 MI. S. OF A CATTLE GUARD
 EP0156'ACROSS ROAD, AND 41 FT. E. OF THE CENTER LINE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC7057 ***********************************************************************
 AC7057  SACS        -  This is a Secondary Airport Control Station.
 AC7057  DESIGNATION -  E06 C
 AC7057  PID         -  AC7057
 AC7057  STATE/COUNTY-  NM/LEA
 AC7057  USGS QUAD   -  LOVINGTON NW (1985)
 AC7057
 AC7057                         *CURRENT SURVEY CONTROL
 AC7057  ___________________________________________________________________
 AC7057* NAD 83(1992)-  32 57 26.32253(N)    103 24 57.15871(W)     ADJUSTED  
 AC7057* NAVD 88     -      1212.79   (meters)    3979.0    (feet)  GPS OBS   
 AC7057  ___________________________________________________________________
 AC7057  X           -  -1,243,161.439 (meters)                     COMP
 AC7057  Y           -  -5,211,838.620 (meters)                     COMP
 AC7057  Z           -   3,450,635.105 (meters)                     COMP
 AC7057  LAPLACE CORR-           0.99  (seconds)                    DEFLEC99
 AC7057  ELLIP HEIGHT-        1191.03  (meters)          (08/10/01) GPS OBS
 AC7057  GEOID HEIGHT-         -21.80  (meters)                     GEOID03
 AC7057
 AC7057  HORZ ORDER  -  FIRST
 AC7057  ELLP ORDER  -  THIRD     CLASS II
 AC7057
 AC7057.This mark is at Lea Co-Zip Franklin Mem Airport (E06)
 AC7057
 AC7057.The horizontal coordinates were established by GPS observations
 AC7057.and adjusted by the National Geodetic Survey in March 1997..
 AC7057
 AC7057.The orthometric height was determined by GPS observations and a
 AC7057.high-resolution geoid model.
 AC7057
 AC7057.GPS derived orthometric heights for airport stations designated as
 AC7057.PACS or SACS are published to 2 decimal places.  This maintains
 AC7057.centimeter relative accuracy between the PACS and SACS.  It does
 AC7057.not indicate centimeter accuracy relative to other marks which are
 AC7057.part of the NAVD 88 network.
 AC7057
 AC7057.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7057
 AC7057.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC7057
 AC7057.The ellipsoidal height was determined by GPS observations
 AC7057.and is referenced to NAD 83.
 AC7057
 AC7057.The geoid height was determined by GEOID03.
 AC7057
 AC7057;                    North         East     Units Scale Factor Converg.
 AC7057;SPC NM E     -   217,393.308   250,774.179   MT  0.99999978   +0 29 56.9
 AC7057;SPC NM E     -   713,231.21    822,748.29   sFT  0.99999978   +0 29 56.9
 AC7057;UTM  13      - 3,647,668.209   648,061.112   MT  0.99987030   +0 51 43.0
 AC7057
 AC7057!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7057!SPC NM E     -   0.99981304  x   0.99999978  =   0.99981282
 AC7057!UTM  13      -   0.99981304  x   0.99987030  =   0.99968337
 AC7057
 AC7057                          SUPERSEDED SURVEY CONTROL
 AC7057
 AC7057  ELLIP H (03/20/97) 1190.97   (m)                       GP(       ) 3 1
 AC7057
 AC7057.Superseded values are not recommended for survey control.
 AC7057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7057.See file dsdata.txt to determine how the superseded data were derived.
 AC7057
 AC7057_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFS4806147668(NAD 83)
 AC7057_MARKER: DH = HORIZONTAL CONTROL DISK
 AC7057_SETTING: 66 = SET IN ROCK OUTCROP
 AC7057_STAMPING: E06 C 1996
 AC7057_MARK LOGO: NGS   
 AC7057_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC7057_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AC7057+STABILITY: POSITION/ELEVATION WELL
 AC7057_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7057+SATELLITE: SATELLITE OBSERVATIONS - April 15, 1997
 AC7057
 AC7057  HISTORY     - Date     Condition        Report By
 AC7057  HISTORY     - 1996     MONUMENTED       CHANCE
 AC7057  HISTORY     - 19970415 GOOD             NGS
 AC7057
 AC7057                          STATION DESCRIPTION
 AC7057
 AC7057'DESCRIBED BY JE CHANCE AND ASSOCIATES 1996 (SC)
 AC7057'THE STATION IS LOCATED APPROXIMATELY 4.8 KM (3.00 MI) WEST OF
 AC7057'LOVINGTON AT THE LEA COUNTY - ZIP FRANKLIN MEMORIAL AIRPORT. OWNERSHIP
 AC7057'-- LEA COUNTY, LESLIE FERRONI - TARON FLYING SERVICES, PHONE (505)
 AC7057'396-0101 TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 82 AND
 AC7057'STATE HIGHWAYS 18 AND 83 IN LOVINGTON, PROCEED WEST ON US HIGHWAY 82
 AC7057'FOR 5.45 KM (3.40 MI) TO THE AIRPORT ROAD ON THE RIGHT.  TURN RIGHT
 AC7057'AND GO NORTH ON THE PAVED AIRPORT ROAD FOR 0.4 KM (0.25 MI) TO THE
 AC7057'JUNCTION WITH A GRAVEL ROAD.  TURN LEFT AND FOLLOW GRAVEL ROAD
 AC7057'PARALLELING AIRPORT FENCE WEST FOR 0.8 KM (0.50 MI) THEN NORTH FOR 0.4
 AC7057'KM (0.25 MI) TO A CATTLE GATE ON THE LEFT AND A CALICHE PIT ON THE
 AC7057'RIGHT.  CONTINUE ALONG ROAD NORTH FOR 0.55 KM (0.35 MI) THEN NORTHWEST
 AC7057'FOR 0.15 KM (0.10 MI) TO THE STATION ON THE RIGHT SET IN AN AREA OF
 AC7057'EXPOSED BEDROCK THE STATION IS A STANDARD SURVEY DISK SET INTO A DRILL
 AC7057'HOLE IN BEDROCK.  THE STATION IS LOCATED 70.60 M (231.63 FT)
 AC7057'WEST-SOUTHWEST OF THE NORTHEASTERNMOST CORNER OF THE APPROACH END OF
 AC7057'RUNWAY 12, 46.0 M (150.9 FT) NORTHEAST OF A FENCE LINE, 35.0 M (114.8
 AC7057'FT) NORTHEAST OF THE CENTERLINE OF DIRT ROAD, 22.85 M (74.97 FT)
 AC7057'SOUTHWEST OF THE CENTER OF A RUNWAY HOLDING POSITION SIGN (12) , 13.40
 AC7057'M (43.96 FT) WEST-NORTHWEST OF THE EDGE OF THE TAXIWAY (AT CURVE) ,
 AC7057'8.40 M (27.56 FT) NORTH OF THE INTERSECTION OF THE NORTHWESTERLY
 AC7057'EXTENSION OF THE SOUTHWEST EDGE OF THE TAXIWAY AND THE SOUTHWESTERLY
 AC7057'EXTENSION OF THE EDGE OF THE APPROACH END OF RUNWAY 12, 3.65 M (11.98
 AC7057'FT) SOUTHEAST OF A CARSONITE WITNESS POST, AND ON LINE WITH THE
 AC7057'CENTERLINE EXTENSION OF THE TAXIWAY THE STATION IS DESIGNATED AS A
 AC7057'SECONDARY AIRPORT CONTROL STATION (SACS) - NEW MEXICO ANA SURVEY 1996
 AC7057
 AC7057                          STATION RECOVERY (1997)
 AC7057
 AC7057'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 AC7057'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC7041 ***********************************************************************
 AC7041  SACS        -  This is a Secondary Airport Control Station.
 AC7041  DESIGNATION -  E80 A
 AC7041  PID         -  AC7041
 AC7041  STATE/COUNTY-  NM/VALENCIA
 AC7041  USGS QUAD   -  BELEN (1991)
 AC7041
 AC7041                         *CURRENT SURVEY CONTROL
 AC7041  ___________________________________________________________________
 AC7041* NAD 83(1992)-  34 38 18.39598(N)    106 50 32.69458(W)     ADJUSTED  
 AC7041* NAVD 88     -      1584.73   (meters)    5199.2    (feet)  GPS OBS   
 AC7041  ___________________________________________________________________
 AC7041  X           -  -1,522,474.276 (meters)                     COMP
 AC7041  Y           -  -5,029,219.679 (meters)                     COMP
 AC7041  Z           -   3,605,826.505 (meters)                     COMP
 AC7041  LAPLACE CORR-           0.18  (seconds)                    DEFLEC99
 AC7041  ELLIP HEIGHT-        1562.72  (meters)          (08/10/01) GPS OBS
 AC7041  GEOID HEIGHT-         -21.94  (meters)                     GEOID03
 AC7041
 AC7041  HORZ ORDER  -  FIRST
 AC7041  ELLP ORDER  -  THIRD     CLASS II
 AC7041
 AC7041.This mark is at Alexander Municipal Airport (E80)
 AC7041
 AC7041.The horizontal coordinates were established by GPS observations
 AC7041.and adjusted by the National Geodetic Survey in March 1997..
 AC7041
 AC7041.The orthometric height was determined by GPS observations and a
 AC7041.high-resolution geoid model.
 AC7041
 AC7041.GPS derived orthometric heights for airport stations designated as
 AC7041.PACS or SACS are published to 2 decimal places.  This maintains
 AC7041.centimeter relative accuracy between the PACS and SACS.  It does
 AC7041.not indicate centimeter accuracy relative to other marks which are
 AC7041.part of the NAVD 88 network.
 AC7041
 AC7041.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7041
 AC7041.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC7041
 AC7041.The ellipsoidal height was determined by GPS observations
 AC7041.and is referenced to NAD 83.
 AC7041
 AC7041.The geoid height was determined by GEOID03.
 AC7041
 AC7041;                    North         East     Units Scale Factor Converg.
 AC7041;SPC NM C     -   403,627.717   445,687.789   MT  0.99993635   -0 20 12.2
 AC7041;SPC NM C     - 1,324,235.27  1,462,227.35   sFT  0.99993635   -0 20 12.2
 AC7041;UTM  13      - 3,834,492.571   331,130.024   MT  0.99995150   -1 02 50.9
 AC7041
 AC7041!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7041!SPC NM C     -   0.99975475  x   0.99993635  =   0.99969112
 AC7041!UTM  13      -   0.99975475  x   0.99995150  =   0.99970627
 AC7041
 AC7041:                Primary Azimuth Mark                     Grid Az
 AC7041:SPC NM C     -  BELAIR AZ MK                             058 38 04.4
 AC7041:UTM  13      -  BELAIR AZ MK                             059 20 43.1
 AC7041
 AC7041|---------------------------------------------------------------------|
 AC7041| PID    Reference Object                     Distance      Geod. Az  |
 AC7041|                                                           dddmmss.s |
 AC7041| EQ1064 BELAIR AZ MK                        APPROX. 0.5 KM 0581752.2 |
 AC7041|---------------------------------------------------------------------|
 AC7041
 AC7041                          SUPERSEDED SURVEY CONTROL
 AC7041
 AC7041  ELLIP H (03/20/97) 1562.79   (m)                       GP(       ) 3 1
 AC7041
 AC7041.Superseded values are not recommended for survey control.
 AC7041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7041.See file dsdata.txt to determine how the superseded data were derived.
 AC7041
 AC7041_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU3113034493(NAD 83)
 AC7041_MARKER: DD = SURVEY DISK
 AC7041_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AC7041_STAMPING: E80 A 1996
 AC7041_MARK LOGO: NGS   
 AC7041_PROJECTION: FLUSH
 AC7041_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC7041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC7041+STABILITY: SURFACE MOTION
 AC7041_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7041+SATELLITE: SATELLITE OBSERVATIONS - April 05, 1997
 AC7041_ROD/PIPE-DEPTH: 1.0  meters
 AC7041
 AC7041  HISTORY     - Date     Condition        Report By
 AC7041  HISTORY     - 1996     MONUMENTED       CHANCE
 AC7041  HISTORY     - 19970405 GOOD             NGS
 AC7041
 AC7041                          STATION DESCRIPTION
 AC7041
 AC7041'DESCRIBED BY JE CHANCE AND ASSOCIATES 1996 (SC)
 AC7041'THE STATION IS LOCATED APPROXIMATELY 4.8 KM (3.00 MI) SOUTHWEST OF THE
 AC7041'CITY OF BELEN AT THE ALEXANDER MUNICIPAL AIRPORT.  OWNERSHIP -- CITY
 AC7041'OF BELEN, MIKE GARCIA - AIRPORT MANAGER, PHONE (505) 864-4302 TO REACH
 AC7041'THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 548 AND INTERSTATE 25
 AC7041'IN WEST BELEN, PROCEED WEST ON STATE HIGHWAY 548 FOR 2.25 KM (1.40 MI)
 AC7041'TO A CATTLE GUARD.  CONTINUE WESTERLY FOR 1.1 KM (0.70 MI) THEN TURN
 AC7041'NORTHWEST AND GO 0.15 KM (0.10 MI) TO THE AIRPORT GATE.  PASS THROUGH
 AC7041'GATE AND PROCEED NORTHWESTERLY CROSSING A GRAVEL PARKING LOT AND RAMP
 AC7041'FOR 0.25 KM (0.15 MI) TO THE JUNCTION WITH THE PARALLEL TAXIWAY.  TURN
 AC7041'LEFT AND GO SOUTHWEST ALONG THE PARALLEL TAXIWAY FOR 0.8 KM (0.50 MI)
 AC7041'TO THE STATION BELAIR AZ MK ON THE LEFT.  CONTINUE SOUTHWEST ALONG
 AC7041'TAXIWAY FOR 0.5 KM (0.30 MI) TO THE END OF THE TAXIWAY AT A DIRT ROAD.
 AC7041'CONTINUE ALONG THE DIRT ROAD FOR 100 M (328.1 FT) TO A FENCE LINE AND
 AC7041'THE STATION ON THE RIGHT ON HIGHER GROUND THE STATION IS THE CENTER OF
 AC7041'A 5 CM SURVEY DISK SET INTO THE TOP OF A 1.0 M (3.3 FT) LONG FENO
 AC7041'PIPE, RECESSED 7 CM BELOW GROUND LEVEL AND ENCASED IN A 12.7 CM DIA
 AC7041'PVC PIPE WITH NGS LOGO CAP SURROUNDED BY CONCRETE.  THE LOGO CAP AND
 AC7041'CONCRETE ARE SET FLUSH WITH THE GROUND. THREE CIRCULAR ANCHOR PRONGS
 AC7041'EXTEND FROM THE BOTTOM OF THE PIPE.  THE STATION IS LOCATED 92.00 M
 AC7041'(301.84 FT) WEST-SOUTHWEST OF THE NORTHWEST CORNER OF THE APPROACH END
 AC7041'OF RUNWAY 3, 87.70 M (287.73 FT) WEST-SOUTHWEST OF THE NORTHERNMOST
 AC7041'THRESHOLD LIGHT, 5.00 M (16.40 FT) EAST OF A FENCE LINE, 8.50 M (27.89
 AC7041'FT) EAST OF A CENTERLINE OF A DIRT ROAD, 52.80 M (173.23 FT) SOUTH OF
 AC7041'THE NORTHWESTERNMOST FENCE CORNER, 56.70 M (186.02 FT) NORTH OF THE
 AC7041'SOUTHWESTERNMOST FENCE CORNER, 57.40 M (188.32 FT) NORTH OF A USACE
 AC7041'SURVEY MONUMENT, AND 0.85 M (2.79 FT) EAST-SOUTHEAST OF A CARSONITE
 AC7041'WITNESS POST THE STATION IS DESIGNATED AS A SECONDARY AIRPORT CONTROL
 AC7041'STATION (SACS) - NEW MEXICO ANA SURVEYS 1996
 AC7041
 AC7041                          STATION RECOVERY (1997)
 AC7041
 AC7041'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 AC7041'THE STATION WAS RECOVERED AS DESCRIBED, AND IS DESIGNATED AS A
 AC7041'SECONDARY AIRPORT CONTROL STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0778 ***********************************************************************
 GM0778  DESIGNATION -  EAGLE
 GM0778  PID         -  GM0778
 GM0778  STATE/COUNTY-  NM/COLFAX
 GM0778  USGS QUAD   -  EAGLE NEST (1995)
 GM0778
 GM0778                         *CURRENT SURVEY CONTROL
 GM0778  ___________________________________________________________________
 GM0778* NAD 83(1992)-  36 31 55.43379(N)    105 16 29.56767(W)     ADJUSTED  
 GM0778* NAVD 88     -      2516.40   (+/-2cm)    8255.9    (feet)  VERTCON   
 GM0778  ___________________________________________________________________
 GM0778  LAPLACE CORR-          -1.36  (seconds)                    DEFLEC99
 GM0778  GEOID HEIGHT-         -16.67  (meters)                     GEOID03
 GM0778
 GM0778  HORZ ORDER  -  THIRD
 GM0778  VERT ORDER  -  THIRD ? (See Below)
 GM0778
 GM0778.The horizontal coordinates were established by classical geodetic methods
 GM0778.and adjusted by the National Geodetic Survey in December 1993..
 GM0778
 GM0778.The NAVD 88 height was computed by applying the VERTCON shift value to
 GM0778.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GM0778.The vertical order pertains to the NGVD 29 superseded value.
 GM0778
 GM0778.The Laplace correction was computed from DEFLEC99 derived deflections.
 GM0778
 GM0778.The geoid height was determined by GEOID03.
 GM0778
 GM0778;                    North         East     Units Scale Factor Converg.
 GM0778;SPC NM E     -   613,964.990    80,687.149   MT  0.99999664   -0 33 37.8
 GM0778;SPC NM E     - 2,014,316.80    264,721.09   sFT  0.99999664   -0 33 37.8
 GM0778;SPC NM C     -   613,989.345   587,318.555   MT  0.99999391   +0 34 49.8
 GM0778;SPC NM C     - 2,014,396.71  1,926,894.29   sFT  0.99999391   +0 34 49.8
 GM0778;UTM  13      - 4,042,999.998   475,393.183   MT  0.99960746   -0 09 49.1
 GM0778
 GM0778!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GM0778!SPC NM E     -   0.99960785  x   0.99999664  =   0.99960449
 GM0778!SPC NM C     -   0.99960785  x   0.99999391  =   0.99960176
 GM0778!UTM  13      -   0.99960785  x   0.99960746  =   0.99921546
 GM0778
 GM0778:                Primary Azimuth Mark                     Grid Az
 GM0778:SPC NM E     -  NEST                                     015 41 17.9
 GM0778:SPC NM C     -  NEST                                     014 32 50.3
 GM0778:UTM  13      -  NEST                                     015 17 29.2
 GM0778
 GM0778|---------------------------------------------------------------------|
 GM0778| PID    Reference Object                     Distance      Geod. Az  |
 GM0778|                                                           dddmmss.s |
 GM0778| GM0777 NEST                                APPROX. 3.8 KM 0150740.1 |
 GM0778| CM7995 EAGLE RM 1                           16.482 METERS 17246     |
 GM0778| CM7996 EAGLE RM 2                           19.364 METERS 34508     |
 GM0778|---------------------------------------------------------------------|
 GM0778
 GM0778                          SUPERSEDED SURVEY CONTROL
 GM0778
 GM0778  NAD 83(1986)-  36 31 55.44171(N)    105 16 29.57039(W) AD(       ) 3
 GM0778  NAD 27      -  36 31 55.32457(N)    105 16 27.54438(W) AD(       ) 3
 GM0778  NGVD 29 (07/19/86) 2515.16   (m)         8251.8    (f) LEVELING    3  
 GM0778
 GM0778.Superseded values are not recommended for survey control.
 GM0778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0778.See file dsdata.txt to determine how the superseded data were derived.
 GM0778
 GM0778_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDA7539343000(NAD 83)
 GM0778_MARKER: DS = TRIANGULATION STATION DISK
 GM0778_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GM0778
 GM0778  HISTORY     - Date     Condition        Report By
 GM0778  HISTORY     - 1961     MONUMENTED       CGS
 GM0778  HISTORY     - 1985     MARK NOT FOUND   LOCENG
 GM0778
 GM0778                          STATION DESCRIPTION
 GM0778
 GM0778'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 GM0778'THE STATION IS APPROXIMATELY 2 MILES SOUTH OF EAGLE NEST AND
 GM0778'ON THE WEST RIGHT-OF-WAY OF U.S. HIGHWAY 64.
 GM0778'
 GM0778'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 64
 GM0778'AND STATE HIGHWAY 38 IN EAGLE NEST, GO SOUTHERLY ON U.S. HIGHWAY
 GM0778'64 FOR 1.8 MILES TO THE LAKE MOTEL ON THE LEFT AND THE STATION
 GM0778'ON THE RIGHT.
 GM0778'
 GM0778'STATION MARKS ARE STANDARD DISKS STAMPED EAGLE 1961.  THE
 GM0778'SURFACE DISK IS SET IN A SQUARE CONCRETE POST WHICH IS FLUSH
 GM0778'WITH THE SURFACE OF THE GROUND.  IT IS 96 FEET WEST OF THE
 GM0778'CENTER LINE OF HIGHWAY 64, 5 FEET SOUTHEAST OF A METAL WITNESS
 GM0778'POST AND 4 FEET EAST OF A FENCE.  THE UNDERGROUND DISK IS SET
 GM0778'IN AN IRREGULAR MASS OF CONCRETE 40 INCHES BELOW THE SURFACE
 GM0778'OF THE GROUND.
 GM0778'
 GM0778'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED EAGLE NO 1 1961,
 GM0778'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 1 INCH.  IT IS
 GM0778'99 FEET WEST OF THE CENTER LINE OF HIGHWAY 64 AND 1 FOOT EAST OF
 GM0778'THE FENCE.
 GM0778'
 GM0778'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED EAGLE NO 2 1961, IS
 GM0778'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 1 INCH.  IT IS 100
 GM0778'FEET WEST OF THE CENTER LINE OF HIGHWAY 64 AND 1 FOOT EAST OF THE
 GM0778'FENCE.
 GM0778'
 GM0778'NOTE--TRIANGULATION STATION NEST WILL SERVE AS THE AZIMUTH
 GM0778'MARK.
 GM0778'
 GM0778'REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
 GM0778
 GM0778                          STATION RECOVERY (1985)
 GM0778
 GM0778'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1985 (RAV)
 GM0778'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0708 ***********************************************************************
 DT0708  DESIGNATION -  EAGLE PEAK ET
 DT0708  PID         -  DT0708
 DT0708  STATE/COUNTY-  NM/CATRON
 DT0708  USGS QUAD   -  EAGLE PEAK (1965)
 DT0708
 DT0708                         *CURRENT SURVEY CONTROL
 DT0708  ___________________________________________________________________
 DT0708* NAD 83(1992)-  33 40 36.90481(N)    108 34 37.13615(W)     ADJUSTED  
 DT0708* NAVD 88     -      2987.3    (meters)    9801.     (feet)  VERTCON   
 DT0708  ___________________________________________________________________
 DT0708  LAPLACE CORR-           2.76  (seconds)                    DEFLEC99
 DT0708  GEOID HEIGHT-         -22.51  (meters)                     GEOID03
 DT0708
 DT0708  HORZ ORDER  -  SECOND
 DT0708
 DT0708.The horizontal coordinates were established by classical geodetic methods
 DT0708.and adjusted by the National Geodetic Survey in December 1993..
 DT0708
 DT0708.The NAVD 88 height was computed by applying the VERTCON shift value to
 DT0708.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DT0708
 DT0708.The Laplace correction was computed from DEFLEC99 derived deflections.
 DT0708
 DT0708.The geoid height was determined by GEOID03.
 DT0708
 DT0708;                    North         East     Units Scale Factor Converg.
 DT0708;SPC NM W     -   297,074.444   761,044.144   MT  0.99997527   -0 24 44.6
 DT0708;SPC NM W     -   974,651.74  2,496,859.00   sFT  0.99997527   -0 24 44.6
 DT0708;UTM  12      - 3,728,968.959   724,629.991   MT  1.00022210   +1 20 38.9
 DT0708
 DT0708!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DT0708!SPC NM W     -   0.99953478  x   0.99997527  =   0.99951006
 DT0708!UTM  12      -   0.99953478  x   1.00022210  =   0.99975677
 DT0708
 DT0708                          SUPERSEDED SURVEY CONTROL
 DT0708
 DT0708  NAD 83(1992)-  33 40 36.90549(N)    108 34 37.13718(W) AD(       ) 2
 DT0708  NAD 83(1986)-  33 40 36.90577(N)    108 34 37.13944(W) AD(       ) 2
 DT0708  NAD 27      -  33 40 36.70338(N)    108 34 34.92370(W) AD(       ) 2
 DT0708  NGVD 29 (07/19/86) 2986.2    (m)         9797.     (f) VERT ANG       
 DT0708
 DT0708.Superseded values are not recommended for survey control.
 DT0708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0708.See file dsdata.txt to determine how the superseded data were derived.
 DT0708
 DT0708_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYC2463028969(NAD 83)
 DT0708_MARKER: DD = SURVEY DISK
 DT0708_SETTING: 66 = SET IN ROCK OUTCROP
 DT0708_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 DT0708_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DT0708+STABILITY: POSITION/ELEVATION WELL
 DT0708
 DT0708  HISTORY     - Date     Condition        Report By
 DT0708  HISTORY     - 1966     MONUMENTED       USGS
 DT0708
 DT0708                          STATION DESCRIPTION
 DT0708
 DT0708'DESCRIBED BY US GEOLOGICAL SURVEY 1966 (JWC)
 DT0708'THE STATION MARK IS ABOUT 25 MILES NORTHEAST OF ALMA, 11 MILES
 DT0708'SOUTH OF APACHE CREEK, 10 MILES EAST-SOUTHEAST OF RESERVE
 DT0708'AND IS ON THE CREST OF EAGLE PEAK, WHICH IS THE HIGHEST POINT
 DT0708'IN THE IMMEDIATE VICINITY.
 DT0708'
 DT0708'EAGLE PK ET IS A BRONZE DISK OF THE U.S. GEOLOGICIAL SURVEY,
 DT0708'STAMPED EAGLE PK ET 1965, CEMENTED IN A DRILL HOLE, IN A
 DT0708'1 X 1 FOOT ROCK OUTCROP, THAT PROJECTS 1 INCH ABOVE THE
 DT0708'GROUND.  IT IS 21 FEET NORTHWEST OF THE SOUTHEAST CORNER
 DT0708'OF THE LOOKOUT TOWER AND 10 FEET NORTHEAST OF THE SOUTHWEST
 DT0708'CORNER OF THE TOWER.
 DT0708'
 DT0708'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 DT0708'TULAROSA 1934.  THE DISTANCE BEING 43.97 FEET, 13.402 METERS
 DT0708'NORTH-NORTHWEST OF STATION TULAROSA 1934.
 DT0708'
 DT0708'THIS DISTANCE WAS ARRIVED AT BY A 2 SIDES AND INCLUDED ANGLE
 DT0708'COMPUTATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0707 ***********************************************************************
 DT0707  DESIGNATION -  EAGLE PEAK LOOKOUT TOWER
 DT0707  PID         -  DT0707
 DT0707  STATE/COUNTY-  NM/CATRON
 DT0707  USGS QUAD   -  EAGLE PEAK (1965)
 DT0707
 DT0707                         *CURRENT SURVEY CONTROL
 DT0707  ___________________________________________________________________
 DT0707* NAD 83(1992)-  33 40 36.73907(N)    108 34 37.11424(W)     ADJUSTED  
 DT0707* NAVD 88     -                                                        
 DT0707  ___________________________________________________________________
 DT0707  LAPLACE CORR-           2.76  (seconds)                    DEFLEC99
 DT0707  GEOID HEIGHT-         -22.51  (meters)                     GEOID03
 DT0707
 DT0707  HORZ ORDER  -  THIRD
 DT0707
 DT0707.The horizontal coordinates were established by classical geodetic methods
 DT0707.and adjusted by the National Geodetic Survey in December 1993..
 DT0707
 DT0707
 DT0707.The Laplace correction was computed from DEFLEC99 derived deflections.
 DT0707
 DT0707.The geoid height was determined by GEOID03.
 DT0707
 DT0707;                    North         East     Units Scale Factor Converg.
 DT0707;SPC NM W     -   297,069.334   761,044.672   MT  0.99997527   -0 24 44.5
 DT0707;SPC NM W     -   974,634.97  2,496,860.73   sFT  0.99997527   -0 24 44.5
 DT0707;UTM  12      - 3,728,963.866   724,630.675   MT  1.00022211   +1 20 38.9
 DT0707
 DT0707                          SUPERSEDED SURVEY CONTROL
 DT0707
 DT0707  NAD 83(1992)-  33 40 36.73976(N)    108 34 37.11527(W) AD(       ) 4
 DT0707  NAD 83(1986)-  33 40 36.73987(N)    108 34 37.11744(W) AD(       ) 4
 DT0707  NAD 27      -  33 40 36.54075(N)    108 34 34.90534(W) AD(       ) 3
 DT0707
 DT0707.Superseded values are not recommended for survey control.
 DT0707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0707.See file dsdata.txt to determine how the superseded data were derived.
 DT0707
 DT0707_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYC2463128964(NAD 83)
 DT0707_MARKER: 57 = LOOKOUT TOWER
 DT0707
 DT0707  HISTORY     - Date     Condition        Report By
 DT0707  HISTORY     - 1966     FIRST OBSERVED   CGS
 DT0707
 DT0707                          STATION DESCRIPTION
 DT0707
 DT0707'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (JWC)
 DT0707'THE STATION IS ABOUT 25 MILES NORTHEAST OF ALMA, 11 MILES
 DT0707'SOUTH OF APACHE CREEK, 10 MILES EAST-SOUTHEAST OF RESERVE
 DT0707'AND ON THE CREST OF EAGLE PEAK.
 DT0707'
 DT0707'THE STATION IS THE CENTER OF THE BASE OF A 30 FOOT HIGH,
 DT0707'STEEL STRUCTURE THAT SUPPORTS A LOOKOUT CABIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0634 ***********************************************************************
 GM0634  DESIGNATION -  EAGLE TAIL
 GM0634  PID         -  GM0634
 GM0634  STATE/COUNTY-  NM/COLFAX
 GM0634  USGS QUAD   -  EAGLE TAIL MOUNTAIN (1971)
 GM0634
 GM0634                         *CURRENT SURVEY CONTROL
 GM0634  ___________________________________________________________________
 GM0634* NAD 83(1992)-  36 40 54.61932(N)    104 24 53.98538(W)     ADJUSTED  
 GM0634* NAVD 88     -      2366.6    (meters)    7764.     (feet)  VERTCON   
 GM0634  ___________________________________________________________________
 GM0634  LAPLACE CORR-          -1.16  (seconds)                    DEFLEC99
 GM0634  GEOID HEIGHT-         -18.61  (meters)                     GEOID03
 GM0634
 GM0634  HORZ ORDER  -  FIRST
 GM0634
 GM0634.The horizontal coordinates were established by classical geodetic methods
 GM0634.and adjusted by the National Geodetic Survey in December 1993..
 GM0634
 GM0634.The NAVD 88 height was computed by applying the VERTCON shift value to
 GM0634.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GM0634
 GM0634.The Laplace correction was computed from DEFLEC99 derived deflections.
 GM0634
 GM0634.The geoid height was determined by GEOID03.
 GM0634
 GM0634;                    North         East     Units Scale Factor Converg.
 GM0634;SPC NM E     -   630,174.621   157,701.564   MT  0.99990975   -0 02 55.6
 GM0634;SPC NM E     - 2,067,497.90    517,392.55   sFT  0.99990975   -0 02 55.6
 GM0634;UTM  13      - 4,059,738.052   552,267.692   MT  0.99963366   +0 20 58.1
 GM0634
 GM0634!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GM0634!SPC NM E     -   0.99963165  x   0.99990975  =   0.99954143
 GM0634!UTM  13      -   0.99963165  x   0.99963366  =   0.99926545
 GM0634
 GM0634:                Primary Azimuth Mark                     Grid Az
 GM0634:SPC NM E     -  EL PASO PUEBLO AIRWAY BCN 39             215 06 32.1
 GM0634:UTM  13      -  EL PASO PUEBLO AIRWAY BCN 39             214 42 38.4
 GM0634
 GM0634|---------------------------------------------------------------------|
 GM0634| PID    Reference Object                     Distance      Geod. Az  |
 GM0634|                                                           dddmmss.s |
 GM0634| GM0727 EL PASO PUEBLO AIRWAY BCN 39        APPROX.52.7 KM 2150336.5 |
 GM0634| CM7998 EAGLE TAIL RM 1                      10.772 METERS 26652     |
 GM0634| GM0734 RED RIVER PEAK                      APPROX.15.8 KM 3304309.6 |
 GM0634| CM7997 EAGLE TAIL AZ MK                                   3453348.7 |
 GM0634| CM7999 EAGLE TAIL RM 2                      11.643 METERS 34704     |
 GM0634| GM0657 RATON POWERHOUSE SMOKESTACK         APPROX.23.5 KM 3540940.6 |
 GM0634| GM0653 RATON SANTA FE ROUNDHSE STACK       APPROX.24.7 KM 3553836.2 |
 GM0634| GM0661 RATON SANTA FE ROUNDHSE SPIPE       APPROX.24.6 KM 3554200.6 |
 GM0634| GM0654 RATON SANTA FE WATER STOR TANK      APPROX.25.0 KM 3593707.1 |
 GM0634|---------------------------------------------------------------------|
 GM0634
 GM0634                          SUPERSEDED SURVEY CONTROL
 GM0634
 GM0634  NAD 83(1992)-  36 40 54.62414(N)    104 24 53.98717(W) AD(       ) 1
 GM0634  NAD 83(1986)-  36 40 54.62556(N)    104 24 53.98658(W) AD(       ) 1
 GM0634  NAD 27      -  36 40 54.52000(N)    104 24 52.03300(W) AD(       ) 1
 GM0634  NGVD 29 (07/19/86) 2365.6    (m)         7761.     (f) VERT ANG       
 GM0634
 GM0634.Superseded values are not recommended for survey control.
 GM0634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0634.See file dsdata.txt to determine how the superseded data were derived.
 GM0634
 GM0634_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEA5226859738(NAD 83)
 GM0634_MARKER: DB = BENCH MARK DISK
 GM0634_SETTING: 80 = SET IN A BOULDER
 GM0634_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 GM0634
 GM0634  HISTORY     - Date     Condition        Report By
 GM0634  HISTORY     - 1945     MONUMENTED       USGS
 GM0634  HISTORY     - 1953     GOOD             CGS
 GM0634  HISTORY     - 1970     GOOD             DOD
 GM0634  HISTORY     - 1971     POOR             USGS
 GM0634
 GM0634                          STATION DESCRIPTION
 GM0634
 GM0634'DESCRIBED BY US GEOLOGICAL SURVEY 1945 (CAE)
 GM0634'STATION IS 15 MILES (AIR LINE) S OF RATON AND 8 MILES (AIR
 GM0634'LINE) SE OF U.S. HIGHWAY 85 AND 64.  IT IS ON A PROMINENT
 GM0634'DOUBLE-TOPPED PEAK WITH A SHOULDER EXTENDING W AS SEEN FROM
 GM0634'THE N AND S SIDES.  IT IS ON THE S SUMMIT OF THE TWO AND
 GM0634'THE E SIDE OF THE PEAK IS COVERED WITH A THICK GROWTH OF
 GM0634'SMALL EVERGREENS.
 GM0634'
 GM0634'TO REACH FROM THE LIBRARY IN RATON, GO S ON U.S. HIGHWAY 85
 GM0634'AND 87 FOR 1.3 MILES TO A FORK.  HERE U.S. HIGHWAY 87 AND
 GM0634'64 LEADS TO THE LEFT.  CONTINUE STRAIGHT AHEAD ON U.S. HIGHWAY
 GM0634'85 AND 64 FOR 5.3 MILES TO A GRADED ROAD COMING IN ON THE
 GM0634'LEFT.  TAKE THIS ROAD E ACROSS TWO CATTLE GUARDS FOR 4.3
 GM0634'MILES TO A STEEL BRIDGE.  CONTINUE 0.6 MILE TO A SHARP RIGHT
 GM0634'TURN WITH A RANCH ON THE RIGHT.  TURN RIGHT AND GO 2.0 MILES
 GM0634'TO A FORK.  HERE TAKE THE RIGHT FORK SE FOR 4.5 MILES TO A
 GM0634'GATE AND FORK AND A RANCH ON THE LEFT.  CONTINUE STRAIGHT
 GM0634'AHEAD ON THE RIGHT FORK FOR 0.2 MILE TO A WOODEN BRIDGE.
 GM0634'ABOUT 100 YARDS BEYOND THIS TURN RIGHT OR W ON A DIM TRACK
 GM0634'ROAD 0.25 MILE TO A GATE.  CONTINUE 0.25 MILE TO A WASH.
 GM0634'TURN RIGHT ACROSS THE WASH AND TAKE THE LEFT FORK AT THE
 GM0634'FENCE CORNER AND GO 1.2 MILES AROUND THE N SIDE OF THE
 GM0634'MOUNTAIN TO A GATE IN A N-S FENCE.  FROM HERE MAKE YOUR WAY
 GM0634'ABOUT 3/4 MILE S AND SW UP INTO A GRASSY SADDLE.  FROM HERE
 GM0634'PACK E TO THE TOP OF THE S SUMMIT AND THE STATION.
 GM0634'
 GM0634'STATION MARK IS A DAMAGED STANDARD U.S. GEOLOGICAL SURVEY
 GM0634'BENCH MARK WITH NO STAMPING AND IS SET IN A BOULDER PROJECTING
 GM0634'8 INCHES.  IT IS ON THE HIGHEST POINT OF THE SUMMIT AND IS
 GM0634'14 FEET SSE OF A 3-FOOT CAIRN.
 GM0634'
 GM0634'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A BOULDER
 GM0634'PROJECTING 6 INCHES.  IT IS W OF THE STATION AND ABOUT 26
 GM0634'INCHES LOWER.  DISK IS STAMPED EAGLE TAIL USGS NO 1 1945.
 GM0634'
 GM0634'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A BOULDER
 GM0634'PROJECTING 6 INCHES.  IT IS N OF THE STATION AND ABOUT 4-1/2
 GM0634'FEET LOWER.  DISK IS STAMPED EAGLE TAIL USGS NO 2 1945.
 GM0634'
 GM0634'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN BEDROCK OUTCROP
 GM0634'WHICH PROJECTS 4 FEET.  IT IS 4 FEET E OF A PINE TREE WITH TWO
 GM0634'TRIANGULAR BLAZES, 40 FEET W OF THE TOP OF A WOODED KNOLL,
 GM0634'AND 1/2 MILE NNW OF THE STATION.  DISK IS STAMPED EAGLE TAIL
 GM0634'USGS 1945.
 GM0634'
 GM0634'HEIGHT OF LIGHT ABOVE STATION MARK - 1.0 METER.
 GM0634
 GM0634                          STATION RECOVERY (1953)
 GM0634
 GM0634'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (LWQ)
 GM0634'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 GM0634'THE DESCRIPTION IS ADEQUATE.  DISTANCES TO REFERENCE MARKS
 GM0634'WERE NOT CHECKED.  NO ATTEMPT WAS MADE TO RECOVER THE AZIMUTH
 GM0634'MARK.
 GM0634
 GM0634                          STATION RECOVERY (1970)
 GM0634
 GM0634'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1970 (WOK)
 GM0634'THE REFERENCE MARKS, AZIMUTH MARK AND STATION MARK WERE
 GM0634'RECOVERED AND FOUND TO BE IN GOOD CONDITION.  THE EXISTING
 GM0634'DESCRIPTION IS ADEQUATE.
 GM0634
 GM0634                          STATION RECOVERY (1971)
 GM0634
 GM0634'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971 (FJG)
 GM0634'RECOVERED AND REDESCRIBED AS FOLLOWS
 GM0634'
 GM0634'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 85-87 IN
 GM0634'RATON.  FOLLOW U.S. HIGHWAY 85 S. 4.5 MI. TO THE CIMARRON EXIT.
 GM0634'LEAVE HIGHWAY AND FOLLOW COUNTY ROAD, E. AND S. FOR 7.4 MI. TO A
 GM0634'Y-FORK, TAKE RIGHT FORK 4.2 MI. TO ANOTHER Y-FORK, TAKE RIGHT
 GM0634'FORK (UP HILL) TO A REVERSE Y-FORK (0.3), TURN HARD RIGHT .05 MI.
 GM0634'TO A TRACK ROAD, LEFT, FOLLOW TRACK ROAD W. AND N. 0.8 MI. TO A
 GM0634'DIM TRACK ROAD, ON THE LEFT, TURN LEFT (WESTERLY) FOLLOWING
 GM0634'TRACK ROAD, UP ROCKY SLOPE 2 MI. TO A Y-FORK IN A SADDLE, TAKE
 GM0634'LEFT FORK 0.5 MI. TO THE TOP AND THE STATION MARK, 13 FT. S. AND
 GM0634'14 FT. W. OF THE SW. CORNER OF THE STATE POLICE RADIO SHACK.
 GM0634'
 GM0634'STATION MARK--A DAMAGED USGS ALUMINUM TABLET SET IN SOLID ROCK,
 GM0634'NOT STAMPED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1669 ***********************************************************************
 FO1669  CBN         -  This is a Cooperative Base Network Control Station.
 FO1669  PACS        -  This is a Primary Airport Control Station.
 FO1669  DESIGNATION -  EAGLEAIR
 FO1669  PID         -  FO1669
 FO1669  STATE/COUNTY-  NM/BERNALILLO
 FO1669  USGS QUAD   -  THE VOLCANOES (1990)
 FO1669
 FO1669                         *CURRENT SURVEY CONTROL
 FO1669  ___________________________________________________________________
 FO1669* NAD 83(1992)-  35 08 42.41490(N)    106 47 10.60019(W)     ADJUSTED  
 FO1669* NAVD 88     -      1767.99   (meters)    5800.5    (feet)  GPS OBS   
 FO1669  ___________________________________________________________________
 FO1669  X           -  -1,508,301.198 (meters)                     COMP
 FO1669  Y           -  -5,000,062.133 (meters)                     COMP
 FO1669  Z           -   3,652,048.456 (meters)                     COMP
 FO1669  LAPLACE CORR-          -1.34  (seconds)                    DEFLEC99
 FO1669  ELLIP HEIGHT-        1746.60  (meters)          (05/26/00) GPS OBS
 FO1669  GEOID HEIGHT-         -21.40  (meters)                     GEOID03
 FO1669
 FO1669  HORZ ORDER  -  B
 FO1669  ELLP ORDER  -  SECOND    CLASS I
 FO1669
 FO1669.This mark is at Double Eagle Ii Airport (AEG)
 FO1669
 FO1669.The horizontal coordinates were established by GPS observations
 FO1669.and adjusted by the National Geodetic Survey in May 1992..
 FO1669
 FO1669.The orthometric height was determined by GPS observations and a
 FO1669.high-resolution geoid model.
 FO1669
 FO1669.GPS derived orthometric heights for airport stations designated as
 FO1669.PACS or SACS are published to 2 decimal places.  This maintains
 FO1669.centimeter relative accuracy between the PACS and SACS.  It does
 FO1669.not indicate centimeter accuracy relative to other marks which are
 FO1669.part of the NAVD 88 network.
 FO1669
 FO1669.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FO1669
 FO1669.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1669
 FO1669.The ellipsoidal height was determined by GPS observations
 FO1669.and is referenced to NAD 83.
 FO1669
 FO1669.The geoid height was determined by GEOID03.
 FO1669
 FO1669;                    North         East     Units Scale Factor Converg.
 FO1669;SPC NM C     -   459,803.611   451,135.409   MT  0.99992942   -0 18 31.4
 FO1669;SPC NM C     - 1,508,539.01  1,480,100.09   sFT  0.99992942   -0 18 31.4
 FO1669;UTM  13      - 3,890,596.422   337,278.521   MT  0.99992633   -1 01 42.6
 FO1669
 FO1669!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1669!SPC NM C     -   0.99972592  x   0.99992942  =   0.99965536
 FO1669!UTM  13      -   0.99972592  x   0.99992633  =   0.99965227
 FO1669
 FO1669:                Primary Azimuth Mark                     Grid Az
 FO1669:SPC NM C     -  N93 A                                    354 46 29.4
 FO1669:UTM  13      -  N93 A                                    355 29 40.6
 FO1669
 FO1669|---------------------------------------------------------------------|
 FO1669| PID    Reference Object                     Distance      Geod. Az  |
 FO1669|                                                           dddmmss.s |
 FO1669| AC7036 N93 A                               APPROX. 0.5 KM 3542758.0 |
 FO1669|---------------------------------------------------------------------|
 FO1669
 FO1669                          SUPERSEDED SURVEY CONTROL
 FO1669
 FO1669  ELLIP H (12/21/93) 1746.73   (m)                       GP(       ) 4 1
 FO1669  NAD 83(1986)-  35 08 42.41988(N)    106 47 10.60177(W) AD(       ) 1
 FO1669  NAD 27      -  35 08 42.26589(N)    106 47 08.46521(W) AD(       ) 1
 FO1669  NGVD 29 (03/22/89) 1767.4    (m)         5799.     (f) GPS OBS        
 FO1669
 FO1669.Superseded values are not recommended for survey control.
 FO1669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1669.See file dsdata.txt to determine how the superseded data were derived.
 FO1669
 FO1669_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU3727990596(NAD 83)
 FO1669_MARKER: F = FLANGE-ENCASED ROD
 FO1669_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 FO1669_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 FO1669_STAMPING: EAGLEAIR 1987
 FO1669_MARK LOGO: NGS   
 FO1669_PROJECTION: FLUSH
 FO1669_MAGNETIC: N = NO MAGNETIC MATERIAL
 FO1669_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FO1669_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FO1669+SATELLITE: SATELLITE OBSERVATIONS - February 17, 1999
 FO1669_ROD/PIPE-DEPTH: 13.4 meters
 FO1669_SLEEVE-DEPTH  : 0.91 meters
 FO1669
 FO1669  HISTORY     - Date     Condition        Report By
 FO1669  HISTORY     - 1988     MONUMENTED       NGS
 FO1669  HISTORY     - 1988     GOOD             NGS
 FO1669  HISTORY     - 19930304 GOOD             NGS
 FO1669  HISTORY     - 19960109 GOOD             CHANCE
 FO1669  HISTORY     - 19970407 GOOD             NGS
 FO1669  HISTORY     - 19990217 GOOD             NGS
 FO1669
 FO1669                          STATION DESCRIPTION
 FO1669
 FO1669'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988 (MRM)
 FO1669'THE STATION IS LOCATED ABOUT 17.7 KM (11 MI)
 FO1669'NORTHWEST OF ALBUQUERQUE,
 FO1669'11.3 KM (7 MI) SOUTHWEST OF PARADISE HILLS AND
 FO1669'8.9 KM (5.5 MI) NORTH OF INTERSTATE HIGHWAY 40.
 FO1669'OWNERSHIP--CITY OF ALBUQUERQUE, MR. R. LOWELL PRATTE - AIRPORT
 FO1669'MANAGER, P.O. BOX 9022, ALBUQUERQUE NM 87103, PHONE 505-842-4366.
 FO1669'
 FO1669'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE HIGHWAY 40
 FO1669'AND COORS ROAD ON THE WEST SIDE OF ALBUQUERQUE, GO
 FO1669'WEST FOR 8.9 KM (5.5 MI) ON INTERSTATE HIGHWAY 40 TO THE EXIT 149
 FO1669'EXIT RAMP.  BEAR RIGHT AND GO 0.3 KM (0.2 MI) ON THE EXIT RAMP TO
 FO1669'THE INTERSECTION OF PASEO DEL WILKINS.
 FO1669'TURN RIGHT AND GO NORTH FOR 0.2 KM (0.15 MI) ON PASEO DEL WILKINS
 FO1669'TO A SIDE ROAD LEFT, LOST HORIZON ROAD.  CONTINUE AHEAD AND GO
 FO1669'NORTH FOR 7.2 KM (4.45 MI) ON PASEO DEL WILKINS TO A SIDE ROAD LEFT
 FO1669'AND THE ALBUQUERQUE SHOOTING RANGE PARK.  CONTINUE AHEAD FOR 0.9 KM
 FO1669'(0.55 MI) TO A GATE (LOCKED AFTER 2 P.M.).  PASS THROUGH GATE,
 FO1669'CONTINUE AHEAD AND GO NORTH FOR 1.4 KM (0.9 MI) TO THE STATION ON
 FO1669'THE LEFT.
 FO1669'
 FO1669'THE STATION IS A PUNCH MARK ON TOP OF A STAINLESS STEEL ROD
 FO1669'THAT IS ---UNSTAMPED---,
 FO1669'DRIVEN TO A DEPTH OF 13.4 METERS (44.0 FT), RECESSED 15 CM BELOW
 FO1669'GROUND,
 FO1669'ENCASED IN A PVC PIPE WITH NGS LOGO FLANGE
 FO1669'STAMPED---EAGLEAIR 1987---, FLUSH WITH GROUND.  LOCATED
 FO1669'33.2 METERS (108.9 FT) WEST-SOUTHWEST FROM THE APPROXIMATE CENTER
 FO1669'OF THE ROAD,
 FO1669'4.8 METERS (15.7 FT) SOUTHEAST FROM THE CENTER OF A GATE,
 FO1669'1.1 METERS (3.6 FT) SOUTH FROM A WITNESS POST AND
 FO1669'1.3 METERS (4.27 FT) EAST-NORTHEAST FROM THE RIGHT-OF-WAY FENCE
 FO1669'LINE.
 FO1669'
 FO1669'NEW MEXICO FAA - FEBRUARY, 1988.
 FO1669'
 FO1669'THIS STATION SUITABLE FOR GPS SURVEYS.
 FO1669'
 FO1669'DESCRIBED BY S.E. RANDALL.
 FO1669
 FO1669                          STATION RECOVERY (1988)
 FO1669
 FO1669'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 FO1669'RECOVERED IN GOOD CONDITION.
 FO1669
 FO1669                          STATION RECOVERY (1993)
 FO1669
 FO1669'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 FO1669'400
 FO1669'THE STATION IS LOCATED ABOUT 11 MI (17.7 KM) NORTHWEST OF ALBUQUERQUE
 FO1669'AND 5.5 MI (8.9 KM) NORTH OF INTERSTATE HIGHWAY 40, OWNERSHIP--CITY
 FO1669'OF ALBUQUERQUE, MR. R. LOWELL PRATTE, AIRPORT MANAGER, P.O. BOX 9022,
 FO1669'ALBUQUERQUE, NM 87103, PHONE 505-842-4366.
 FO1669'TO REACH THE STATION FROM EXIT 149, PASEO DEL VOLCAN/CENTRAL AVENUE,
 FO1669'WEST OF ALBUQUERQUE, GO NORTH ON PASEO DEL VOLCAN FOR 4.7 MI
 FO1669'(7.6 KM) TO A SIDE ROAD ON THE LEFT, WEST, SIDE LEADING TO THE
 FO1669'ALBUQUERQUE SHOOTING RANGE STATE PARK.  CONTINUE NORTH ON PASEO DEL
 FO1669'VOLCN FOR 0.2 MI (0.3 KM) TO THE DOUBLE EAGLE II AIRPORT SIGN ON THE
 FO1669'EAST SIDE OF THE ROAD. CONTINUE NORTH FOR 0.9 MI (1.4 KM) TO A TRACK
 FO1669'ROAD ON THE LEFT.  TURN LEFT, WEST AND GO 33 M (108.3 FT) TO THE
 FO1669'STATION ON THE LEFT.
 FO1669'THE STATION IS A PUNCH MARK ON THE END OF A STAINLESS STEEL ROAD
 FO1669'DRIVEN TO A DEPTH OF 13.4 M, RECESSED 0.15 M (0.49 FT) BELOW GROUND
 FO1669'LEVEL, ENCASED IN A 5-INCH PVC PIPE WITH AN NGS LOGO CAP, STAMPED
 FO1669'---EAGLEAIR 1987---, SET FLUSH WITH THE GROUND.  THE STATION IS 1.3 M
 FO1669'(4.3 FT) EAST OF A NORTH-SOUTH FENCE, 33.0 M (108.3 FT) WEST OF THE
 FO1669'CENTERLINE OF THE PAVED ROAD, AND 2.5 M (8.2 FT) SOUTHEAST OF THE
 FO1669'SOUTH POST OF A GATE IN THE NORTH-SOUTH FENCE.
 FO1669
 FO1669                          STATION RECOVERY (1996)
 FO1669
 FO1669'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (KB)
 FO1669'RECOVERED AS DESCRIBED IN GOOD CONDITION.  FOR ACCESS CONTACT -- CITY
 FO1669'OF ALBUQUERQUE, ERNEST GUENTHER - AIRPORT MANAGER, PHONE (505)
 FO1669'842-7029 THE STATION IS DESIGNATED AS A PRIMARY AIRPORT CONTROL
 FO1669'STATION (PACS) - NEW MEXICO ANA SURVEYS 1996
 FO1669
 FO1669                          STATION RECOVERY (1997)
 FO1669
 FO1669'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 FO1669'RECOVERED AS DESCRIBED.  WITH THE FOLLOWING CHANGE AIRPORT MANAGER
 FO1669'MIKE MEDLY, PHONE (505) 842-7029.
 FO1669
 FO1669                          STATION RECOVERY (1999)
 FO1669
 FO1669'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (WAS)
 FO1669'THE STATION IS LOCATED ABOUT 11 MI (17.7 KM) NORTHWEST OF DOWNTOWN
 FO1669'ALBUQUERQUE, AT THE DOUBLE EAGLE AIRPORT.  OWNERSHIP--CITY OF
 FO1669'ALBUQUERQUE - AVIATION DIVISION, MIKE MEDLEY, PHONE 505-842-7029, PO
 FO1669'BOX 1293, ALBUQUERQUE NM 87103.  TO REACH THE STATION FROM INTERSTATE
 FO1669'HIGHWAY 40 EXIT 149 (PASEO DEL VOLCAN/CENTRAL AVENUE) ON THE WEST EDGE
 FO1669'OF ALBUQUERQUE, GO NORTH ON PASEO DEL VOLCAN FOR 4.5 MI (7.2 KM) TO A
 FO1669'PAVED SIDE ROAD ON THE LEFT LEADING TO THE ALBUQUERQUE SHOOTING RANGE
 FO1669'STATE PARK.  CONTINUE NORTH ON PASEO DEL VOLCAN FOR 1.4 MI (2.3 KM) TO
 FO1669'A TRACK ROAD ON THE LEFT.  TURN LEFT, WEST, AND GO 30 M (98.4 FT) TO
 FO1669'THE STATION ON THE LEFT.  THE STATION IS A PUNCH MARK ON THE TOP OF A
 FO1669'STAINLESS STEEL ROD THAT IS ACCESSED THROUGH AN ALUMINUM LOGO CAP.
 FO1669'LOCATED 33.0 M (108.3 FT) WEST OF THE CENTERLINE OF A PAVED ROAD, 2.8
 FO1669'M (9.2 FT) SOUTHEAST OF THE SOUTH POST OF A GATE IN A NORTH-SOUTH
 FO1669'FENCE, 1.3 M (4.3 FT) EAST OF A NORTH-SOUTH FENCE AND 0.4 M (1.3 FT)
 FO1669'EAST OF A FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1650 ***********************************************************************
 CX1650  DESIGNATION -  EARL
 CX1650  PID         -  CX1650
 CX1650  STATE/COUNTY-  NM/DONA ANA
 CX1650  USGS QUAD   -  WHITE SANDS (1955)
 CX1650
 CX1650                         *CURRENT SURVEY CONTROL
 CX1650  ___________________________________________________________________
 CX1650* NAD 83(1992)-  32 25 18.63267(N)    106 23 24.85306(W)     ADJUSTED  
 CX1650* NAVD 88     -      1213.64   (+/-2cm)    3981.8    (feet)  VERTCON   
 CX1650  ___________________________________________________________________
 CX1650  LAPLACE CORR-          -0.41  (seconds)                    DEFLEC99
 CX1650  GEOID HEIGHT-         -23.71  (meters)                     GEOID03
 CX1650
 CX1650  HORZ ORDER  -  FIRST
 CX1650  VERT ORDER  -  THIRD ? (See Below)
 CX1650
 CX1650.The horizontal coordinates were established by classical geodetic methods
 CX1650.and adjusted by the National Geodetic Survey in December 1993..
 CX1650
 CX1650.The NAVD 88 height was computed by applying the VERTCON shift value to
 CX1650.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CX1650.The vertical order pertains to the NGVD 29 superseded value.
 CX1650
 CX1650.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1650
 CX1650.The geoid height was determined by GEOID03.
 CX1650
 CX1650;                    North         East     Units Scale Factor Converg.
 CX1650;SPC NM C     -   157,649.319   486,810.912   MT  0.99990214   -0 04 30.7
 CX1650;SPC NM C     -   517,221.14  1,597,145.47   sFT  0.99990214   -0 04 30.7
 CX1650;UTM  13      - 3,588,045.661   369,283.968   MT  0.99981070   -0 44 43.7
 CX1650
 CX1650!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1650!SPC NM C     -   0.99981320  x   0.99990214  =   0.99971536
 CX1650!UTM  13      -   0.99981320  x   0.99981070  =   0.99962394
 CX1650
 CX1650:                Primary Azimuth Mark                     Grid Az
 CX1650:SPC NM C     -  SEUS 500 FOOT TOWER                      094 21 55.0
 CX1650:UTM  13      -  SEUS 500 FOOT TOWER                      095 02 08.0
 CX1650
 CX1650|---------------------------------------------------------------------|
 CX1650| PID    Reference Object                     Distance      Geod. Az  |
 CX1650|                                                           dddmmss.s |
 CX1650| CX1630 SEUS 500 FOOT TOWER                 APPROX. 6.6 KM 0941724.3 |
 CX1650| CX1619 NAVY 500 FOOT TOWER                 APPROX. 4.9 KM 1163356.3 |
 CX1650| CX1584 WSPG NAVY WATER TANK                APPROX. 4.9 KM 1190521.7 |
 CX1650| CC7320 EARL RM 1                            11.855 METERS 12041     |
 CX1650| CX0513 C                                   APPROX. 7.4 KM 1701620.2 |
 CX1650| CC7321 EARL RM 2                            10.065 METERS 20658     |
 CX1650|---------------------------------------------------------------------|
 CX1650
 CX1650                          SUPERSEDED SURVEY CONTROL
 CX1650
 CX1650  NAD 83(1986)-  32 25 18.63862(N)    106 23 24.85204(W) AD(       ) 1
 CX1650  NAD 27      -  32 25 18.30732(N)    106 23 22.88417(W) AD(       ) 1
 CX1650  NGVD 29 (07/19/86) 1213.04   (m)         3979.8    (f) LEVELING    3  
 CX1650
 CX1650.Superseded values are not recommended for survey control.
 CX1650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1650.See file dsdata.txt to determine how the superseded data were derived.
 CX1650
 CX1650_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR6928488046(NAD 83)
 CX1650_MARKER: DS = TRIANGULATION STATION DISK
 CX1650_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX1650_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CX1650
 CX1650  HISTORY     - Date     Condition        Report By
 CX1650  HISTORY     - 1967     MONUMENTED       CGS
 CX1650
 CX1650                          STATION DESCRIPTION
 CX1650
 CX1650'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (JBJ)
 CX1650'THE STATION IS ABOUT 6 MILES EAST-NORTHEAST OF THE MISSILE RANGE
 CX1650'HEADQUARTERS AND 0.1 MILE SOUTHEAST OF MISSILE RANGE ROAD NUMBER
 CX1650'202, ON TOP OF A RIDGE, JUST SOUTHWEST OF A LARGE MOUND OF DIRT.
 CX1650'
 CX1650'TO REACH THE STATION FROM THE HEADQUARTERS BUILDING, GO EAST ON
 CX1650'MISSILE RANGE ROAD NUMBER 2 FOR 2.1 MILES TO A FORK AND RANGE
 CX1650'ROAD 202.  TAKE THE LEFT FORK AND GO NORTHEASTERLY ON ROAD 202 FOR
 CX1650'3.9 MILES TO A TRACK ROAD AND A MOUND OF DIRT ON THE RIGHT.  TURN
 CX1650'RIGHT AND GO SOUTHEAST ON TRACK ROAD FOR 0.05 MILE TO THE SOUTH
 CX1650'END OF THE MOUND OF DIRT AND A TRACK ROAD RIGHT.  TURN RIGHT AND
 CX1650'GO SOUTHWEST, ALONG TOP OF RIDGE FOR 0.15 MILE TO THE STATION.
 CX1650'
 CX1650'STATION MARK IS A STANDARD DISK, STAMPED EARL 1967, SET IN THE TOP
 CX1650'OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT PROJECTS 5
 CX1650'INCHES ABOVE THE GROUND.  IT IS 17.0 FEET SOUTH OF THE CENTERLINE
 CX1650'OF A TRACK ROAD AND 3.4 FEET SOUTHEAST OF A WITNESS POST.  THE
 CX1650'UNDERGROUND MARK IS 38 INCHES BELOW THE GROUND SURFACE.
 CX1650'
 CX1650'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED EARL NO 1 1967, SET
 CX1650'IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 CX1650'PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS 54.0 FEET SOUTH OF THE
 CX1650'CENTERLIN OF THE TRACK ROAD, 41.4 FEET SOUTHEAST OF THE WITNESS
 CX1650'POST AND ABOUT THE SAME ELEVATION AS THE STATION.
 CX1650'
 CX1650'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED EARL NO 2 1967, SET
 CX1650'IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 CX1650'PROJECTS 5 INCHES ABOVE THE GROUND.  IT IS 31.0 FEET SOUTHWEST OF
 CX1650'THE WITNESS POST, 30.0 FEET SOUTHEAST OF THE CENTERLINE OF THE TRACK
 CX1650'ROAD AND ABOUT THE SAME ELEVATION AS THE STATION.
 CX1650'
 CX1650'AS NOTED IN THE RECONNAISSANCE DESCRIPTION, TRIANGULATION STATION
 CX1650'C WSPG 1952 WAS SELECTED FOR THE AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1480 ***********************************************************************
 GL1480  DESIGNATION -  EARS
 GL1480  PID         -  GL1480
 GL1480  STATE/COUNTY-  NM/UNION
 GL1480  USGS QUAD   -  ROYCE (1966)
 GL1480
 GL1480                         *CURRENT SURVEY CONTROL
 GL1480  ___________________________________________________________________
 GL1480* NAD 83(1992)-  36 28 40.78975(N)    103 15 49.91610(W)     ADJUSTED  
 GL1480* NAVD 88     -      1595.1    (meters)    5233.     (feet)  VERTCON   
 GL1480  ___________________________________________________________________
 GL1480  LAPLACE CORR-          -7.11  (seconds)                    DEFLEC99
 GL1480  GEOID HEIGHT-         -21.68  (meters)                     GEOID03
 GL1480
 GL1480  HORZ ORDER  -  THIRD
 GL1480
 GL1480.The horizontal coordinates were established by classical geodetic methods
 GL1480.and adjusted by the National Geodetic Survey in December 1993..
 GL1480
 GL1480.The NAVD 88 height was computed by applying the VERTCON shift value to
 GL1480.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GL1480
 GL1480.The Laplace correction was computed from DEFLEC99 derived deflections.
 GL1480
 GL1480.The geoid height was determined by GEOID03.
 GL1480
 GL1480;                    North         East     Units Scale Factor Converg.
 GL1480;SPC NM E     -   608,085.095   260,834.828   MT  1.00002221   +0 38 09.1
 GL1480;SPC NM E     - 1,995,025.85    855,755.60   sFT  1.00002221   +0 38 09.1
 GL1480;UTM  13      - 4,038,368.602   655,530.995   MT  0.99989804   +1 01 56.5
 GL1480
 GL1480!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GL1480!SPC NM E     -   0.99975313  x   1.00002221  =   0.99977534
 GL1480!UTM  13      -   0.99975313  x   0.99989804  =   0.99965120
 GL1480
 GL1480|---------------------------------------------------------------------|
 GL1480| PID    Reference Object                     Distance      Geod. Az  |
 GL1480|                                                           dddmmss.s |
 GL1480| CM8006 EARS RM 1                            28.325 METERS 07248     |
 GL1480| CM8005 EARS AZ MK                                         1073647.0 |
 GL1480| GL1467 CLAYTON MUNICIPAL TANK              APPROX. 7.9 KM 1154755.2 |
 GL1480| GL1479 HIGHWAY 87 STA 590+00 MARK           39.624 METERS 19030     |
 GL1480| CM8007 EARS RM 2                                          31745     |
 GL1480|---------------------------------------------------------------------|
 GL1480
 GL1480                          SUPERSEDED SURVEY CONTROL
 GL1480
 GL1480  NAD 83(1986)-  36 28 40.79958(N)    103 15 49.91008(W) AD(       ) 3
 GL1480  NAD 27      -  36 28 40.71120(N)    103 15 48.12190(W) AD(       ) 3
 GL1480  NGVD 29 (07/19/86) 1594.3    (m)         5231.     (f) VERT ANG       
 GL1480
 GL1480.Superseded values are not recommended for survey control.
 GL1480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1480.See file dsdata.txt to determine how the superseded data were derived.
 GL1480
 GL1480_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA5553138369(NAD 83)
 GL1480_MARKER: DS = TRIANGULATION STATION DISK
 GL1480_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL1480_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GL1480+SATELLITE: SATELLITE OBSERVATIONS - August 09, 2005
 GL1480
 GL1480  HISTORY     - Date     Condition        Report By
 GL1480  HISTORY     - 1935     MONUMENTED       CGS
 GL1480  HISTORY     - 1971     GOOD             USAF
 GL1480  HISTORY     - 20040806 GOOD             USPSQD
 GL1480  HISTORY     - 20050809 GOOD             USPSQD
 GL1480
 GL1480                          STATION DESCRIPTION
 GL1480
 GL1480'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 GL1480'ABOUT 4-1/2 MILES WEST-NORTHWEST OF CLAYTON, 4 MILES SOUTH
 GL1480'OF A BUTTE KNOWN AS RABBIT EARS BUTTE, AND 60.8 FEET NORTH
 GL1480'OF THE CENTER LINE OF U.S. HIGHWAY 87, 130.00 FEET NORTH
 GL1480'OF HIGHWAY MARKER NO. 590+00 WHICH IS AN IRON RAIL.  TO REACH
 GL1480'THE STATION FROM THE RAILROAD OVERPASS IN CLAYTON, DRIVE WEST
 GL1480'4.60 MILES ON U.S. HIGHWAY 87.  THE STATION IS NORTH OF THE
 GL1480'HIGHWAY AT THIS POINT.  THE SURFACE, UNDERGROUND, REFERENCE,
 GL1480'AND AZIMUTH MARKS ARE SET IN CONCRETE.
 GL1480'REFERENCE MARK NO. 1 LIES 108 FEET NORTH OF THE
 GL1480'CENTER LINE OF THE HIGHWAY, 41.24 FEET SOUTH OF THE SOUTH
 GL1480'RAIL OF THE CHICAGO, BURLINGTON AND QUINCY RAILROAD AND 92.93
 GL1480'FEET FROM THE STATION N 72 DEG 48 MIN E, AND NO. 2
 GL1480'IS LOCATED 108 FEET NORTH OF THE CENTER LINE OF THE
 GL1480'HIGHWAY, 40.39 FEET SOUTH OF THE SOUTH RAIL OF THE
 GL1480'RAILROAD AND 80.11 FEET FROM THE STATION N 42 DEG 15 MIN W.
 GL1480'THE AZIMUTH MARK IS 406.7 FEET WEST-SOUTHWEST OF
 GL1480'THE WHITE, CONCRETE, FEDERAL-AID-PROJECT MARKER NO. 1570
 GL1480'WHICH IS ALSO HIGHWAY STATION 608+00.00 AND WHICH IS ON
 GL1480'THE SOUTH SIDE OF THE HIGHWAY 0.25 MILE EAST OF THE STATION
 GL1480'MARK, 71 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 GL1480'1 FOOT NORTH OF THE RIGHT-OF-WAY FENCE, AND 0.25 MILE FROM
 GL1480'THE STATION S 72 DEG 23 MIN E.  THE FINIAL OF
 GL1480'THE WATER TANK IN CLAYTON IS S 64 DEG 12 MIN E FROM THE STATION.
 GL1480
 GL1480                          STATION RECOVERY (1971)
 GL1480
 GL1480'RECOVERY NOTE BY US AIR FORCE 1971
 GL1480'STATION, R.M. 1, R.M. 2 AND AZIMUTH MARK RECOVERED IN GOOD
 GL1480'CONDITION.
 GL1480'
 GL1480'NEW ROUTE DESCRIPTION FOLLOWS--
 GL1480'
 GL1480'TO REACH FROM THE JUNCTION OF U.S. HWYS 64-87 AND 56-64 IN CLAYTON,
 GL1480'NM.  GO NORTHWESTERLY ON U.S. HWY 64-87 FOR 0.25 MILE TO AN
 GL1480'OVERPASS.  CONTINUE WEST ON HWY 64-87 FOR 4.6 MILES TO THE
 GL1480'STATION ON THE RIGHT.
 GL1480
 GL1480                          STATION RECOVERY (2004)
 GL1480
 GL1480'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 GL1480'THE MARK FOUND,
 GL1480'R1 FOUND
 GL1480'R2 FOUND
 GL1480'AAIMUTH NOT LOOKED FOR.
 GL1480
 GL1480                          STATION RECOVERY (2005)
 GL1480
 GL1480'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 GL1480'FOUND AS DESCRIBED.
 GL1480'MARK FOUND.
 GL1480'R1 FOUND.
 GL1480'R2 FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0894 ***********************************************************************
 CW0894  DESIGNATION -  EAST
 CW0894  PID         -  CW0894
 CW0894  STATE/COUNTY-  NM/OTERO
 CW0894  USGS QUAD   -  SHILOH HILLS (1970)
 CW0894
 CW0894                         *CURRENT SURVEY CONTROL
 CW0894  ___________________________________________________________________
 CW0894* NAD 83(1992)-  32 11 48.72042(N)    105 26 01.78356(W)     ADJUSTED  
 CW0894* NAVD 88     -      1459.     (meters)    4787.     (feet)  SCALED    
 CW0894  ___________________________________________________________________
 CW0894  LAPLACE CORR-          -0.57  (seconds)                    DEFLEC99
 CW0894  GEOID HEIGHT-         -22.21  (meters)                     GEOID03
 CW0894
 CW0894  HORZ ORDER  -  THIRD
 CW0894
 CW0894.The horizontal coordinates were established by classical geodetic methods
 CW0894.and adjusted by the National Geodetic Survey in February 1996..
 CW0894
 CW0894.The orthometric height was scaled from a topographic map.
 CW0894
 CW0894.The Laplace correction was computed from DEFLEC99 derived deflections.
 CW0894
 CW0894.The geoid height was determined by GEOID03.
 CW0894
 CW0894;                    North         East     Units Scale Factor Converg.
 CW0894;SPC NM C     -   132,987.153   576,950.781   MT  0.99997300   +0 26 05.6
 CW0894;SPC NM C     -   436,308.68  1,892,879.35   sFT  0.99997300   +0 26 05.6
 CW0894;UTM  13      - 3,562,339.715   459,110.182   MT  0.99962062   -0 13 52.2
 CW0894
 CW0894!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CW0894!SPC NM C     -   0.99977452  x   0.99997300  =   0.99974753
 CW0894!UTM  13      -   0.99977452  x   0.99962062  =   0.99939523
 CW0894
 CW0894:                Primary Azimuth Mark                     Grid Az
 CW0894:SPC NM C     -  OCOTILLO                                 189 25 24.7
 CW0894:UTM  13      -  OCOTILLO                                 190 05 22.5
 CW0894
 CW0894|---------------------------------------------------------------------|
 CW0894| PID    Reference Object                     Distance      Geod. Az  |
 CW0894|                                                           dddmmss.s |
 CW0894| CW0891 OCOTILLO                            APPROX. 9.2 KM 1895130.3 |
 CW0894|---------------------------------------------------------------------|
 CW0894
 CW0894                          SUPERSEDED SURVEY CONTROL
 CW0894
 CW0894  NAD 83(1992)-  32 11 48.72039(N)    105 26 01.78356(W) AD(       ) 3
 CW0894  NAD 83(1986)-  32 11 48.72094(N)    105 26 01.78264(W) AD(       ) 3
 CW0894  NAD 27      -  32 11 48.35338(N)    105 25 59.89095(W) AD(       ) 3
 CW0894
 CW0894.Superseded values are not recommended for survey control.
 CW0894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0894.See file dsdata.txt to determine how the superseded data were derived.
 CW0894
 CW0894_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDR5911062340(NAD 83)
 CW0894_MARKER: DD = SURVEY DISK
 CW0894_SETTING: 66 = SET IN ROCK OUTCROP
 CW0894_SP_SET: SET IN ROCK OUTCROP
 CW0894_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CW0894+STABILITY: POSITION/ELEVATION WELL
 CW0894
 CW0894  HISTORY     - Date     Condition        Report By
 CW0894  HISTORY     - 1958     MONUMENTED       USGS
 CW0894
 CW0894                          STATION DESCRIPTION
 CW0894
 CW0894'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 CW0894'LOCATED ABOUT 8 MI. NW. OF BROWNFIELD RANCH, ABOUT 10 MI. E. OF DON
 CW0894'LEE RANCH, AND ABOUT 4 MI. SW. OF SNOW RANCH, ON HIGHEST TOP AT W.
 CW0894'END OF GROUP OF PROMINENT HILLS, ABOUT 500 FT. N. OF THE S. 1/4 CORNER
 CW0894'SEC. 20, T 24 S, R 15 E.
 CW0894'
 CW0894'TO REACH FROM DELL CITY, TEXAS POST OFFICE, GO N. 4.3 MI. TO TEXAS-NEW
 CW0894'MEXICO STATE LINE, CONTINUE N. AND NW. 10.5 MI. TO RD. FORK.  TAKE
 CW0894'LEFT FORK, W., UP HILL, GO 2.8 MI. TO RD. FORK ON N. SIDE OF
 CW0894'BROWNFIELD RANCH.  TAKE LEFT FORK, GO W. 9.5 MI. TOWARD DON LEE RANCH
 CW0894'TO RD. ON RIGHT (9.1 MI. E. OF DON LEE RANCH AND 0.5 MI. W. OF RD. SE.
 CW0894'TO MCARRON RANCH).  TURN RIGHT, N., GO 1.5 MI. TO WINDMILL ON NE. SIDE
 CW0894'OF TANK, CONTINUE N. 1.9 MI. TO GATE, CONTINUE ON RD., NE. 0.3 MI. TO
 CW0894'TOP OF RIDGE, LEAVE RD., TURN RIGHT, TO E. AND SE. 0.7 MI. TO TOP AND
 CW0894'STATION.
 CW0894'
 CW0894'STATION MARK--STANDARD TABLET, STAMPED ---EAST 1958---, SET IN
 CW0894'EMBEDDED ROCK.
 CW0894'
 CW0894'REFERENCE MARK NO. 1--CHISELED SQUARE, 28.80 FT. DISTANT,
 CW0894'S 26 DEG 58 MIN W.
 CW0894'
 CW0894'REFERENCE MARK NO. 2--CHISELED SQUARE, 12.50 FT. DISTANT,
 CW0894'N 08 DEG 22 MIN W.
 CW0894'
 CW0894'REFERENCE MARK NO. 3--CHISELED SQUARE, 32.80 FT. DISTANT,
 CW0894'S 87 DEG 41 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS1183 ***********************************************************************
 DS1183  DESIGNATION -  EAST CENTER 50
 DS1183  PID         -  DS1183
 DS1183  STATE/COUNTY-  NM/OTERO
 DS1183  USGS QUAD   -  LUMLEY LAKE NE (1982)
 DS1183
 DS1183                         *CURRENT SURVEY CONTROL
 DS1183  ___________________________________________________________________
 DS1183* NAD 83(1992)-  33 08 21.89385(N)    106 17 09.63178(W)     ADJUSTED  
 DS1183* NAVD 88     -      1236.31   (+/-2cm)    4056.1    (feet)  VERTCON   
 DS1183  ___________________________________________________________________
 DS1183  LAPLACE CORR-           3.14  (seconds)                    DEFLEC99
 DS1183  GEOID HEIGHT-         -22.95  (meters)                     GEOID03
 DS1183
 DS1183  HORZ ORDER  -  FIRST
 DS1183  VERT ORDER  -  THIRD ? (See Below)
 DS1183
 DS1183.The horizontal coordinates were established by classical geodetic methods
 DS1183.and adjusted by the National Geodetic Survey in December 1993..
 DS1183
 DS1183.The NAVD 88 height was computed by applying the VERTCON shift value to
 DS1183.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DS1183.The vertical order pertains to the NGVD 29 superseded value.
 DS1183
 DS1183.The Laplace correction was computed from DEFLEC99 derived deflections.
 DS1183
 DS1183.The geoid height was determined by GEOID03.
 DS1183
 DS1183;                    North         East     Units Scale Factor Converg.
 DS1183;SPC NM C     -   237,212.487   496,640.498   MT  0.99990014   -0 01 10.9
 DS1183;SPC NM C     -   778,254.63  1,629,394.70   sFT  0.99990014   -0 01 10.9
 DS1183;SPC NM W     -   238,281.724   974,369.688   MT  1.00017357   +0 50 45.7
 DS1183;SPC NM W     -   781,762.62  3,196,744.55   sFT  1.00017357   +0 50 45.7
 DS1183;UTM  13      - 3,667,478.645   380,051.621   MT  0.99977739   -0 42 11.2
 DS1183
 DS1183!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS1183!SPC NM C     -   0.99980954  x   0.99990014  =   0.99970970
 DS1183!SPC NM W     -   0.99980954  x   1.00017357  =   0.99998308
 DS1183!UTM  13      -   0.99980954  x   0.99977739  =   0.99958697
 DS1183
 DS1183:                Primary Azimuth Mark                     Grid Az
 DS1183:SPC NM C     -  F 331                                    032 48 34.9
 DS1183:SPC NM W     -  F 331                                    031 56 38.3
 DS1183:UTM  13      -  F 331                                    033 29 35.2
 DS1183
 DS1183|---------------------------------------------------------------------|
 DS1183| PID    Reference Object                     Distance      Geod. Az  |
 DS1183|                                                           dddmmss.s |
 DS1183| DS0475 F 331                                              0324724.0 |
 DS1183| CD2837 EAST CENTER 50 RM 2                   2.530 METERS 22707     |
 DS1183| CD2836 EAST CENTER 50 RM 1                   2.755 METERS 31709     |
 DS1183|---------------------------------------------------------------------|
 DS1183
 DS1183                          SUPERSEDED SURVEY CONTROL
 DS1183
 DS1183  NAD 83(1986)-  33 08 21.90085(N)    106 17 09.63452(W) AD(       ) 1
 DS1183  NAD 27      -  33 08 21.60758(N)    106 17 07.63787(W) AD(       ) 1
 DS1183  NGVD 29 (07/19/86) 1235.70   (m)         4054.1    (f) LEVELING    3  
 DS1183
 DS1183.Superseded values are not recommended for survey control.
 DS1183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS1183.See file dsdata.txt to determine how the superseded data were derived.
 DS1183
 DS1183_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS8005267479(NAD 83)
 DS1183_MARKER: DD = SURVEY DISK
 DS1183_SETTING: 0 = UNSPECIFIED SETTING
 DS1183
 DS1183  HISTORY     - Date     Condition        Report By
 DS1183  HISTORY     - 1967     MONUMENTED       DMA
 DS1183
 DS1183                          STATION DESCRIPTION
 DS1183
 DS1183'DESCRIBED BY DEFENSE MAP AGENCY 1967 (JWC)
 DS1183'THE STATION IS ABOUT 25-1/4 MILES NORTHWEST OF ALAMOGORDO, 17-1/2
 DS1183'MILES SOUTHWEST OF THREE RIVERS, 16 MILES WEST-NORTHWEST OF
 DS1183'TULAROSA, ON THE TOP AND NEAR THE NORTHEAST CORNER OF A SMALL WHITE
 DS1183'BUILDING.
 DS1183'
 DS1183'TO REACH THE STATION FROM THE POST OFFICE IN TULAROSA, GO WEST ON
 DS1183'STATE HIGHWAY 52 FOR 1.25 MILES TO A T-JUNCTION JUST AFTER
 DS1183'CROSSING RAILROAD TRACKS.  TURN RIGHT AND GO NORTH FOR 0.3 MILE TO
 DS1183'WHERE THE ROAD TURNS TO THE WEST, TURN LEFT, WEST, FOR 6.7 MILES
 DS1183'TO A CROSSROADS AT A GUARD SHACK ON THE LEFT.  CONTINUE AHEAD ON
 DS1183'PAVED ROAD, WEST, FOR 7.5 MILES TO A GRAVELED ROAD ON THE LEFT,
 DS1183'CONTINUE AHEAD FOR 1.9 MILES TO A GRAVELED ROAD ON THE
 DS1183'RIGHT.  TURN RIGHT AND GO NORTHEAST ON GRAVELED ROAD FOR 1.9
 DS1183'MILES TO A SMALL WHITE BUILDING ON THE LEFT AND THE STATION.
 DS1183'
 DS1183'STATION MARK IS A BRONZE DISK OF THE WHITE SANDS PROVING GROUNDS,
 DS1183'STAMPED EAST CENTER 50, CEMENTED IN A DRILL HOLE IN THE TOP OF THE
 DS1183'CONCRETE ROOF, NEAR THE THE NORTHEAST CORNER OF BUILDING NUMBER
 DS1183'29085.  IT IS 7.1 FEET SOUTH OF THE NORTH WALL AROUND TOP OF
 DS1183'BUILDING AND 1.8 FEET WEST OF THE EAST WALL.
 DS1183'
 DS1183'REFERENCE MARK 1 IS A BRONZE DISK OF THE WHITE SANDS PROVING
 DS1183'GROUNDS, STAMPED EAST CENTER 50 NO 1, CEMENTED IN A DRILL HOLE IN
 DS1183'THE TOP OF THE CONCRETE ROOF OF THE BUILDING.  IT IS 3.8 FEET EAST
 DS1183'OF THE WEST WALL AND 8 INCHES SOUTH OF THE NORTH WALL.
 DS1183'
 DS1183'REFERENCE MARK 2 IS A BRONZE DISK OF THE WHITE SANDS PROVING
 DS1183'GROUNDS, STAMPED EAST CENTER 50 NO 2, CEMENTED IN A DRILL IN THE
 DS1183'TOP OF THE CONCRETE ROOF OF THE BUILDING.  IT IS 3.8 FEET EAST OF
 DS1183'THE WEST WALL AND 1 FOOT NORTH OF THE SOUTH WALL.
 DS1183'
 DS1183'BENCH MARK F 331 IS A STANDARD DISK, STAMPED F 331 1966, SET IN
 DS1183'THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 DS1183'PROJECTS 7 INCHES ABOVE THE GROUND.  IT IS 58.0 FEET NORTHWEST
 DS1183'OF A GRAVELED ROAD AND 2.0 FEET WEST OF A METAL WITNESS POST.
 DS1183'
 DS1183'TO REACH THE MARK FROM THE STATION, GO NORTHEAST ON GRAVELED ROAD
 DS1183'FOR 1.1 MILES TO THE MARK ON THE LEFT.
 DS1183'
 DS1183'THE DISTANCE BETWEEN THE REFERENCE MARKS WAS NOT MEASURED DUE TO
 DS1183'OBSTRUCTIONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS1281 ***********************************************************************
 DS1281  DESIGNATION -  EAST CI
 DS1281  PID         -  DS1281
 DS1281  STATE/COUNTY-  NM/SOCORRO
 DS1281  USGS QUAD   -  FOSTER WELL (1981)
 DS1281
 DS1281                         *CURRENT SURVEY CONTROL
 DS1281  ___________________________________________________________________
 DS1281* NAD 83(1992)-  33 36 21.52594(N)    106 35 40.24930(W)     ADJUSTED  
 DS1281* NAVD 88     -      1426.89   (+/-2cm)    4681.4    (feet)  VERTCON   
 DS1281  ___________________________________________________________________
 DS1281  LAPLACE CORR-           2.09  (seconds)                    DEFLEC99
 DS1281  GEOID HEIGHT-         -22.44  (meters)                     GEOID03
 DS1281
 DS1281  HORZ ORDER  -  FIRST
 DS1281  VERT ORDER  -  THIRD ? (See Below)
 DS1281
 DS1281.The horizontal coordinates were established by classical geodetic methods
 DS1281.and adjusted by the National Geodetic Survey in December 1993..
 DS1281
 DS1281.The NAVD 88 height was computed by applying the VERTCON shift value to
 DS1281.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DS1281.The vertical order pertains to the NGVD 29 superseded value.
 DS1281
 DS1281.The Laplace correction was computed from DEFLEC99 derived deflections.
 DS1281
 DS1281.The geoid height was determined by GEOID03.
 DS1281
 DS1281;                    North         East     Units Scale Factor Converg.
 DS1281;SPC NM C     -   289,007.118   468,029.098   MT  0.99991260   -0 11 26.5
 DS1281;SPC NM C     -   948,184.19  1,535,525.47   sFT  0.99991260   -0 11 26.5
 DS1281;UTM  13      - 3,719,608.648   352,066.274   MT  0.99986980   -0 52 57.7
 DS1281
 DS1281!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS1281!SPC NM C     -   0.99977956  x   0.99991260  =   0.99969218
 DS1281!UTM  13      -   0.99977956  x   0.99986980  =   0.99964939
 DS1281
 DS1281|---------------------------------------------------------------------|
 DS1281| PID    Reference Object                     Distance      Geod. Az  |
 DS1281|                                                           dddmmss.s |
 DS1281| CD2840 EAST CI RM 2                         20.970 METERS 09112     |
 DS1281| CD2838 EAST CI AZ MK                                      3485046.7 |
 DS1281| CD2839 EAST CI RM 1                         23.231 METERS 35759     |
 DS1281|---------------------------------------------------------------------|
 DS1281
 DS1281                          SUPERSEDED SURVEY CONTROL
 DS1281
 DS1281  NAD 83(1986)-  33 36 21.53307(N)    106 35 40.25189(W) AD(       ) 1
 DS1281  NAD 27      -  33 36 21.27547(N)    106 35 38.20502(W) AD(       ) 1
 DS1281  NGVD 29 (07/19/86) 1426.22   (m)         4679.2    (f) LEVELING    3  
 DS1281
 DS1281.Superseded values are not recommended for survey control.
 DS1281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS1281.See file dsdata.txt to determine how the superseded data were derived.
 DS1281
 DS1281_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT5206619609(NAD 83)
 DS1281_MARKER: DS = TRIANGULATION STATION DISK
 DS1281_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS1281
 DS1281  HISTORY     - Date     Condition        Report By
 DS1281  HISTORY     - 1968     MONUMENTED       DMA
 DS1281
 DS1281                          STATION DESCRIPTION
 DS1281
 DS1281'DESCRIBED BY DEFENSE MAP AGENCY 1968 (JCC)
 DS1281'STATION IS LOCATED ABOUT 40.0 MILES EAST OF CARIZOZO, 30.0 MILES
 DS1281'NORTH NORTHWEST OF RHODES CANYON RANGE CENTER, 14.5 MILES
 DS1281'SOUTHEAST OF STALLION CAMP HEADQUARTERS AND 5.0 MILES WEST OF WSMR
 DS1281'ROUTE 7 NEAR THE WESTERN EDGE OF A LARGE BLADED AREA.
 DS1281'
 DS1281'STATION IS REACHED AS FOLLOWS--FROM HEADQUARTERS BUILDING, AT
 DS1281'STALLION RANGE CAMP, TAKE WSMR ROUTE 7, SOUTHEASTERLY, 12.6 MILES TO
 DS1281'THE JUNCTION OF WSMR ROUTE 20 AT PEPPER SITE.  TURN RIGHT AND
 DS1281'FOLLOW WSMR 20, WESTERLY, 2.6 MILES TO A TRIPLE FORK.  TAKE LEFT
 DS1281'FORK AND CONTINUE WESTERLY, ON WSMR ROUTE 20, FOR 1.6 MILES
 DS1281'TO A SIDE ROAD ON THE LEFT.  TURN LEFT AND FOLLOW ROAD SOUTH
 DS1281'0.15 MILE TO A M.P.  CHECK POINT.  CONTINUE SOUTH 0.05 MILE TO
 DS1281'THE AZIMUTH MARK ON THE RIGHT SIDE OF THE ROAD.  CONTINUE
 DS1281'SOUTHERLY ON THE EAST OF TWO PARALLEL ROADS AND GO 0.5 MILE
 DS1281'TO WHERE THE ROADS JOIN.  CONTINUE SOUTHERLY, ON TRACK ROAD,
 DS1281'0.45 MILE TO STATION.
 DS1281'
 DS1281'STATION, STAMPED EAST CI WSPG 1968, IS A STANDARD USC AND GS
 DS1281'BRONZE DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 DS1281'THAT PROJECTS ABOUT 4-INCHES ABOVE THE GROUND.  IT IS 5.0 FEET
 DS1281'NORTH OF A METAL WITNESS POST.
 DS1281'
 DS1281'R. M. NO. 1, STAMPED EAST CI WSPG NO 1 1968, IS A STANDARD USC AND
 DS1281'GS BRONZE DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 DS1281'THAT PROJECTS ABOUT 4-INCHES ABOVE THE GROUND.  IT IS ABOUT THE
 DS1281'SAME ELEVATION AS THE STATION.
 DS1281'
 DS1281'R. M. NO. 2, STAMPED EAST CI WSPG NO 2 1968, IS A STANDARD USC AND GS
 DS1281'BRONZE DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 DS1281'THAT PROJECTS ABOUT 4-INCHES ABOVE THE GROUND.  IT IS ABOUT THE
 DS1281'SAME ELEVATION AS THE STATION.
 DS1281'
 DS1281'AZIMUTH MARK, STAMPED EAST CI WSPG 1968, IS A STANDARD USC AND GS
 DS1281'BRONZE DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 DS1281'THAT PROJECTS ABOUT 6-INCHES ABOVE THE GROUND.  IT IS 161 FEET
 DS1281'SOUTHEAST OF M. P. CHECK POINT AND 52.5 FEET WEST OF THE
 DS1281'CENTERLINE OF BLADED ROAD.
 DS1281'
 DS1281'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0679 ***********************************************************************
 DT0679  DESIGNATION -  EAST ELK
 DT0679  PID         -  DT0679
 DT0679  STATE/COUNTY-  NM/CATRON
 DT0679  USGS QUAD   -  CANYON CREEK MOUNTAINS (1965)
 DT0679
 DT0679                         *CURRENT SURVEY CONTROL
 DT0679  ___________________________________________________________________
 DT0679* NAD 83(1992)-  33 29 47.52196(N)    108 15 55.42580(W)     ADJUSTED  
 DT0679* NAVD 88     -      2754.4    (meters)    9037.     (feet)  VERTCON   
 DT0679  ___________________________________________________________________
 DT0679  LAPLACE CORR-          -1.14  (seconds)                    DEFLEC99
 DT0679  GEOID HEIGHT-         -22.41  (meters)                     GEOID03
 DT0679
 DT0679  HORZ ORDER  -  FIRST
 DT0679
 DT0679.The horizontal coordinates were established by classical geodetic methods
 DT0679.and adjusted by the National Geodetic Survey in December 1993..
 DT0679
 DT0679.The NAVD 88 height was computed by applying the VERTCON shift value to
 DT0679.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DT0679
 DT0679.The Laplace correction was computed from DEFLEC99 derived deflections.
 DT0679
 DT0679.The geoid height was determined by GEOID03.
 DT0679
 DT0679;                    North         East     Units Scale Factor Converg.
 DT0679;SPC NM W     -   276,904.209   789,853.229   MT  0.99993653   -0 14 18.4
 DT0679;SPC NM W     -   908,476.56  2,591,376.80   sFT  0.99993653   -0 14 18.4
 DT0679;UTM  12      - 3,709,682.390   754,052.827   MT  1.00039580   +1 30 36.0
 DT0679
 DT0679!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DT0679!SPC NM W     -   0.99957128  x   0.99993653  =   0.99950783
 DT0679!UTM  12      -   0.99957128  x   1.00039580  =   0.99996691
 DT0679
 DT0679|---------------------------------------------------------------------|
 DT0679| PID    Reference Object                     Distance      Geod. Az  |
 DT0679|                                                           dddmmss.s |
 DT0679| CD2842 EAST ELK RM 2                         8.375 METERS 09623     |
 DT0679| CD2841 EAST ELK RM 1                        11.719 METERS 15423     |
 DT0679| DT0665 COONEY                              APPROX. 5.2 KM 1621957.7 |
 DT0679|---------------------------------------------------------------------|
 DT0679
 DT0679                          SUPERSEDED SURVEY CONTROL
 DT0679
 DT0679  NAD 83(1992)-  33 29 47.52363(N)    108 15 55.42831(W) AD(       ) 1
 DT0679  NAD 83(1986)-  33 29 47.52363(N)    108 15 55.42845(W) AD(       ) 1
 DT0679  NAD 27      -  33 29 47.29472(N)    108 15 53.23351(W) AD(       ) 1
 DT0679  NGVD 29 (07/19/86) 2753.4    (m)         9033.     (f) VERT ANG       
 DT0679
 DT0679.Superseded values are not recommended for survey control.
 DT0679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0679.See file dsdata.txt to determine how the superseded data were derived.
 DT0679
 DT0679_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYC5405309682(NAD 83)
 DT0679_MARKER: DS = TRIANGULATION STATION DISK
 DT0679_SETTING: 66 = SET IN ROCK OUTCROP
 DT0679
 DT0679  HISTORY     - Date     Condition        Report By
 DT0679  HISTORY     - 1966     MONUMENTED       CGS
 DT0679
 DT0679                          STATION DESCRIPTION
 DT0679
 DT0679'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (JWC)
 DT0679'THE STATION IS ABOUT 10-1/2 MILES WEST-NORTHWEST OF BEAVERHEAD,
 DT0679'3-1/2 MILES SOUTH OF STATE HIGHWAY 78 AND ON THE SUMMIT OF A
 DT0679'PROMINENT TIMBER COVERED MOUNTAIN LOCALLY KNOWN AS EAST ELK
 DT0679'MOUNTAIN.
 DT0679'
 DT0679'TO REACH THE STATION FROM BEAVERHEAD, GO NORTH ON STATE ROAD
 DT0679'61 FOR 6.9 MILES TO A FORK AND SIGN STATE HIGHWAY 78 MAGDALENA
 DT0679'85 BURSUM ROAD WILLOW CREEK.  TAKE THE LEFT FORK AND GO NORTHWEST
 DT0679'ON A GRADED ROAD FOR 2.0 MILES TO A REVERSE FORK ON THE RIGHT.
 DT0679'CONTINUE NORTHWEST ON GRADED ROAD FOR 0.6 MILE TO A 3-WAY FORK
 DT0679'AND SIGN CANYON CREEK RD LOCO MOUNTAIN 24.  TAKE THE EXTREME
 DT0679'LEFT FORK AND GO WEST AND SOUTHWEST FOR 1.9 MILES TO A FORK
 DT0679'WHICH IS ABOUT 0.1 MILE BEFORE REACHING A RANCH HOUSE.  TAKE
 DT0679'THE LEFT FORK AND GO SOUTH AND SOUTHEAST FOR 0.25 MILE TO A
 DT0679'GATE.  PASS THROUGH THE GATE AND GO SOUTHERLY ON MAIN
 DT0679'TRAVELED ROAD FOR 2.9 MILES TO A CATTLE GUARD.  PASS OVER THE
 DT0679'CATTLE GUARD, TURN RIGHT AND GO WEST ALONG THE SOUTH SIDE
 DT0679'OF AN EAST-WEST FENCE FOR 1.4 MILES TO A FORK.  TAKE THE LEFT
 DT0679'FORK AND GO WEST FOR 0.4 MILE TO A FORK ON THE CREST OF THE
 DT0679'HILL.  TAKE THE RIGHT FORK AND GO WEST FOR 0.35 MILE TO A
 DT0679'FENCE LINE AND END OF TRUCK TRAVEL.  FROM THIS POINT PACK
 DT0679'NORTHWEST UP A RIDGE FOR ABOUT 2 MILES, THEN NORTH FOR
 DT0679'ABOUT 1/2 MILE TO THE TOP OF THE MOUNTAIN AND THE STATION.
 DT0679'A 1-1/2 HOUR PACK.
 DT0679'
 DT0679'STATION MARK IS A STANDARD DISK, STAMPED EAST ELK 1966 CEMENTED
 DT0679'IN A DRILL HOLE IN 2 BY 4 FOOT ROCK OUTCROP THAT PROJECTS 4
 DT0679'INCHES ABOVE THE GROUND.  IT IS 39 FEET NORTHEAST OF A PINE
 DT0679'TREE WITH A TRIANGLE BLAZE ON THE NORTHEAST SIDE.
 DT0679'
 DT0679'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED EAST ELK NO 1
 DT0679'1966, CEMENTED IN A DRILL HOLE IN 2 BY 4 FOOT ROCK OUTCROP,
 DT0679'THAT PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS 46 FEET EAST OF
 DT0679'THE TREE AND ABOUT THE SAME ELEVATION AS THE STATION.
 DT0679'
 DT0679'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED EAST ELK NO 2
 DT0679'1966, CEMENTED IN A DRILL HOLE IN 3 BY 4 FOOT ROCK OUTCROP,
 DT0679'THAT PROJECTS 1 FOOT ABOVE THE GROUND.  IT IS 61 FEET
 DT0679'EAST-NORTHEAST OF THE TREE AND ABOUT THE SAME ELEVATION AS THE
 DT0679'STATION.
 DT0679'
 DT0679'TRIANGULATION STATION COONEY WILL SERVE AS AN AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0680 ***********************************************************************
 DT0680  DESIGNATION -  EAST ELK MTN ET
 DT0680  PID         -  DT0680
 DT0680  STATE/COUNTY-  NM/CATRON
 DT0680  USGS QUAD   -  CANYON CREEK MOUNTAINS (1965)
 DT0680
 DT0680                         *CURRENT SURVEY CONTROL
 DT0680  ___________________________________________________________________
 DT0680* NAD 83(1992)-  33 29 48.78636(N)    108 15 53.33457(W)     ADJUSTED  
 DT0680* NAVD 88     -      2752.7    (meters)    9031.     (feet)  VERTCON   
 DT0680  ___________________________________________________________________
 DT0680  LAPLACE CORR-          -1.17  (seconds)                    DEFLEC99
 DT0680  GEOID HEIGHT-         -22.41  (meters)                     GEOID03
 DT0680
 DT0680  HORZ ORDER  -  THIRD
 DT0680
 DT0680.The horizontal coordinates were established by classical geodetic methods
 DT0680.and adjusted by the National Geodetic Survey in December 1993..
 DT0680
 DT0680.The NAVD 88 height was computed by applying the VERTCON shift value to
 DT0680.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DT0680
 DT0680.The Laplace correction was computed from DEFLEC99 derived deflections.
 DT0680
 DT0680.The geoid height was determined by GEOID03.
 DT0680
 DT0680;                    North         East     Units Scale Factor Converg.
 DT0680;SPC NM W     -   276,942.937   789,907.367   MT  0.99993648   -0 14 17.3
 DT0680;SPC NM W     -   908,603.62  2,591,554.42   sFT  0.99993648   -0 14 17.3
 DT0680;UTM  12      - 3,709,722.770   754,105.783   MT  1.00039613   +1 30 37.2
 DT0680
 DT0680!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DT0680!SPC NM W     -   0.99957154  x   0.99993648  =   0.99950805
 DT0680!UTM  12      -   0.99957154  x   1.00039613  =   0.99996750
 DT0680
 DT0680:                Primary Azimuth Mark                     Grid Az
 DT0680:SPC NM W     -  MIDDLE ELK MT                            282 18 41.7
 DT0680:UTM  12      -  MIDDLE ELK MT                            280 33 47.2
 DT0680
 DT0680|---------------------------------------------------------------------|
 DT0680| PID    Reference Object                     Distance      Geod. Az  |
 DT0680|                                                           dddmmss.s |
 DT0680| DT0661 MIDDLE ELK MT                       APPROX. 7.6 KM 2820424.4 |
 DT0680|---------------------------------------------------------------------|
 DT0680
 DT0680                          SUPERSEDED SURVEY CONTROL
 DT0680
 DT0680  NAD 83(1992)-  33 29 48.78794(N)    108 15 53.33689(W) AD(       ) 3
 DT0680  NAD 83(1986)-  33 29 48.78802(N)    108 15 53.33729(W) AD(       ) 3
 DT0680  NAD 27      -  33 29 48.55715(N)    108 15 51.14432(W) AD(       ) 3
 DT0680  NGVD 29 (07/19/86) 2751.7    (m)         9028.     (f) VERT ANG       
 DT0680
 DT0680.Superseded values are not recommended for survey control.
 DT0680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0680.See file dsdata.txt to determine how the superseded data were derived.
 DT0680
 DT0680_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYC5410609723(NAD 83)
 DT0680_MARKER: DD = SURVEY DISK
 DT0680_SETTING: 66 = SET IN ROCK OUTCROP
 DT0680_SP_SET: SET IN ROCK OUTCROP
 DT0680_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DT0680+STABILITY: POSITION/ELEVATION WELL
 DT0680
 DT0680  HISTORY     - Date     Condition        Report By
 DT0680  HISTORY     - 1965     MONUMENTED       USGS
 DT0680
 DT0680                          STATION DESCRIPTION
 DT0680
 DT0680'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 DT0680'LOCATED ABOUT 32.5 MI. SE. OF RESERVE AND 9.0 MI. NW. OF BEAVERHEAD
 DT0680'RANGER STATION, ON NE. END OF EAST ELK MOUNTAIN.  THE HIGHEST PART
 DT0680'OF THE MOUNTAIN IS TIMBER COVERED AND IS SW. OF STATION REACHED BY
 DT0680'HELICOPTER.
 DT0680'
 DT0680'STATION MARK--STANDARD USGS BRONZE TABLET SET IN ROCK OUTCROP
 DT0680'PROJECTING 2 FT. ABOVE GROUND.
 DT0680'
 DT0680'NO MENTION OF REFERENCE MARKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0683 ***********************************************************************
 EQ0683  DESIGNATION -  EASY
 EQ0683  PID         -  EQ0683
 EQ0683  STATE/COUNTY-  NM/TORRANCE
 EQ0683  USGS QUAD   -  ESTANCIA (1986)
 EQ0683
 EQ0683                         *CURRENT SURVEY CONTROL
 EQ0683  ___________________________________________________________________
 EQ0683* NAD 83(1992)-  34 52 11.73009(N)    106 00 54.62147(W)     ADJUSTED  
 EQ0683* NAVD 88     -      1870.     (meters)    6135.     (feet)  VERTCON   
 EQ0683  ___________________________________________________________________
 EQ0683  LAPLACE CORR-          -0.23  (seconds)                    DEFLEC99
 EQ0683  GEOID HEIGHT-         -19.74  (meters)                     GEOID03
 EQ0683
 EQ0683  HORZ ORDER  -  THIRD
 EQ0683
 EQ0683.The horizontal coordinates were established by classical geodetic methods
 EQ0683.and adjusted by the National Geodetic Survey in December 1993..
 EQ0683
 EQ0683.The NAVD 88 height was computed by applying the VERTCON shift value to
 EQ0683.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EQ0683
 EQ0683.The Laplace correction was computed from DEFLEC99 derived deflections.
 EQ0683
 EQ0683.The geoid height was determined by GEOID03.
 EQ0683
 EQ0683;                    North         East     Units Scale Factor Converg.
 EQ0683;SPC NM C     -   429,170.374   521,468.703   MT  0.99990568   +0 08 03.3
 EQ0683;SPC NM C     - 1,408,036.47  1,710,851.90   sFT  0.99990568   +0 08 03.3
 EQ0683;UTM  13      - 3,859,088.367   407,215.767   MT  0.99970610   -0 34 49.6
 EQ0683
 EQ0683!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EQ0683!SPC NM C     -   0.99970967  x   0.99990568  =   0.99961538
 EQ0683!UTM  13      -   0.99970967  x   0.99970610  =   0.99941586
 EQ0683
 EQ0683                          SUPERSEDED SURVEY CONTROL
 EQ0683
 EQ0683  NAD 83(1986)-  34 52 11.74092(N)    106 00 54.62348(W) AD(       ) 3
 EQ0683  NAD 27      -  34 52 11.54579(N)    106 00 52.56083(W) AD(       ) 3
 EQ0683  NGVD 29 (07/19/86) 1869.     (m)         6132.     (f) VERT ANG       
 EQ0683
 EQ0683.Superseded values are not recommended for survey control.
 EQ0683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0683.See file dsdata.txt to determine how the superseded data were derived.
 EQ0683
 EQ0683_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDU0721659088(NAD 83)
 EQ0683_MARKER: 51 = TANK
 EQ0683
 EQ0683  HISTORY     - Date     Condition        Report By
 EQ0683  HISTORY     - 1959     FIRST OBSERVED   USGS
 EQ0683
 EQ0683                          STATION DESCRIPTION
 EQ0683
 EQ0683'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 EQ0683'STATION IS LOCATED 8 MI. N. AND 2 MI. E. OF ESTANCIA, NEW MEXICO, AND
 EQ0683'ON THE N. EDGE OF A LARGE EARTH IRRIGATION TANK.
 EQ0683'
 EQ0683'STATION MARK--THE CENTER OF A SMALL WATER TANK.
 EQ0683'
 EQ0683'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS1364 ***********************************************************************
 DS1364  DESIGNATION -  EATON
 DS1364  PID         -  DS1364
 DS1364  STATE/COUNTY-  NM/SOCORRO
 DS1364  USGS QUAD   -  SAN JUAN PEAK (1995)
 DS1364
 DS1364                         *CURRENT SURVEY CONTROL
 DS1364  ___________________________________________________________________
 DS1364* NAD 83(1992)-  33 37 46.50890(N)    107 15 10.32748(W)     ADJUSTED  
 DS1364* NAVD 88     -      1677.7    (meters)    5504.     (feet)  VERTCON   
 DS1364  ___________________________________________________________________
 DS1364  LAPLACE CORR-          -5.41  (seconds)                    DEFLEC99
 DS1364  GEOID HEIGHT-         -22.52  (meters)                     GEOID03
 DS1364
 DS1364  HORZ ORDER  -  THIRD
 DS1364  VERT ORDER  -  THIRD ? (See Below)
 DS1364
 DS1364.The horizontal coordinates were established by classical geodetic methods
 DS1364.and adjusted by the National Geodetic Survey in December 1993..
 DS1364
 DS1364.The NAVD 88 height was computed by applying the VERTCON shift value to
 DS1364.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DS1364.The vertical order pertains to the NGVD 29 superseded value.
 DS1364
 DS1364.The Laplace correction was computed from DEFLEC99 derived deflections.
 DS1364
 DS1364.The geoid height was determined by GEOID03.
 DS1364
 DS1364;                    North         East     Units Scale Factor Converg.
 DS1364;SPC NM C     -   292,022.962   406,957.429   MT  1.00000669   -0 33 19.6
 DS1364;SPC NM C     -   958,078.67  1,335,159.50   sFT  1.00000669   -0 33 19.6
 DS1364;UTM  13      - 3,723,362.390   291,032.793   MT  1.00013837   -1 14 53.3
 DS1364
 DS1364!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS1364!SPC NM C     -   0.99974022  x   1.00000669  =   0.99974691
 DS1364!UTM  13      -   0.99974022  x   1.00013837  =   0.99987856
 DS1364
 DS1364:                Primary Azimuth Mark                     Grid Az
 DS1364:SPC NM C     -  DONNA                                    010 02 40.0
 DS1364:UTM  13      -  DONNA                                    010 44 13.7
 DS1364
 DS1364|---------------------------------------------------------------------|
 DS1364| PID    Reference Object                     Distance      Geod. Az  |
 DS1364|                                                           dddmmss.s |
 DS1364| DS1362 DONNA                               APPROX. 6.7 KM 0092920.4 |
 DS1364|---------------------------------------------------------------------|
 DS1364
 DS1364                          SUPERSEDED SURVEY CONTROL
 DS1364
 DS1364  NAD 83(1986)-  33 37 46.51637(N)    107 15 10.33054(W) AD(       ) 3
 DS1364  NAD 27      -  33 37 46.27328(N)    107 15 08.20248(W) AD(       ) 3
 DS1364  NGVD 29 (07/19/86) 1676.9    (m)         5502.     (f) LEVELING    3  
 DS1364
 DS1364.Superseded values are not recommended for survey control.
 DS1364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS1364.See file dsdata.txt to determine how the superseded data were derived.
 DS1364
 DS1364_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBT9103323362(NAD 83)
 DS1364_MARKER: DD = SURVEY DISK
 DS1364_SETTING: 66 = SET IN ROCK OUTCROP
 DS1364_SP_SET: SET IN ROCK OUTCROP
 DS1364_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DS1364+STABILITY: POSITION/ELEVATION WELL
 DS1364
 DS1364  HISTORY     - Date     Condition        Report By
 DS1364  HISTORY     - 1958     MONUMENTED       USGS
 DS1364
 DS1364                          STATION DESCRIPTION
 DS1364
 DS1364'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 DS1364'STATION IS LOCATED ON A LOW HILL 1/4 MI. (AIRLINE) E. OF EATON
 DS1364'RANCH HOUSE, APPROXIMATELY 35 MI. (AIRLINE) DUE N. OF TRUTH OR
 DS1364'CONSEQUENCES AND APPROXIMATELY 6.5 MI. (AIRLINE) DUE W. OF FORT
 DS1364'CRAIG STORE.
 DS1364'
 DS1364'STATION IS REACHED BY DRIVING N. FROM TRUTH OR CONSEQUENCES ON U.S.
 DS1364'HIGHWAY 85 FOR 35.2 MI. TO RANCH RDS. E. AND W.  TURN W. AT SIGN
 DS1364'EATON RANCH AND DRIVE 5.6 MI. TO TOP OVERLOOKING RANCH BUILDINGS.
 DS1364'STATION IS HIGHEST POINT ON S. SIDE OF RD.
 DS1364'
 DS1364'STATION MARK--STANDARD TABLET CEMENTED IN 2 FT. BY 3 FT. BY 1 FT.
 DS1364'ROCK, AND IS ABOUT 8 IN. ABOVE GROUND LEVEL.  TABLET IS STAMPED
 DS1364'---EATON-1958---.
 DS1364'
 DS1364'NO MENTION OF REFERENCE MARKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0819 ***********************************************************************
 CW0819  DESIGNATION -  EATON
 CW0819  PID         -  CW0819
 CW0819  STATE/COUNTY-  NM/EDDY
 CW0819  USGS QUAD   -  HOPE SE (1956)
 CW0819
 CW0819                         *CURRENT SURVEY CONTROL
 CW0819  ___________________________________________________________________
 CW0819* NAD 83(1992)-  32 50 34.88122(N)    104 33 59.55451(W)     ADJUSTED  
 CW0819* NAVD 88     -      1136.     (meters)    3727.     (feet)  SCALED    
 CW0819  ___________________________________________________________________
 CW0819  LAPLACE CORR-          -2.84  (seconds)                    DEFLEC99
 CW0819  GEOID HEIGHT-         -22.94  (meters)                     GEOID03
 CW0819
 CW0819  HORZ ORDER  -  SECOND
 CW0819
 CW0819.The horizontal coordinates were established by classical geodetic methods
 CW0819.and adjusted by the National Geodetic Survey in December 1993..
 CW0819
 CW0819.The orthometric height was scaled from a topographic map.
 CW0819
 CW0819.The Laplace correction was computed from DEFLEC99 derived deflections.
 CW0819
 CW0819.The geoid height was determined by GEOID03.
 CW0819
 CW0819;                    North         East     Units Scale Factor Converg.
 CW0819;SPC NM E     -   204,369.958   143,169.262   MT  0.99991497   -0 07 35.3
 CW0819;SPC NM E     -   670,503.77    469,714.49   sFT  0.99991497   -0 07 35.3
 CW0819;UTM  13      - 3,633,967.845   540,563.467   MT  0.99962029   +0 14 06.3
 CW0819
 CW0819!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CW0819!SPC NM E     -   0.99982520  x   0.99991497  =   0.99974019
 CW0819!UTM  13      -   0.99982520  x   0.99962029  =   0.99944556
 CW0819
 CW0819|---------------------------------------------------------------------|
 CW0819| PID    Reference Object                     Distance      Geod. Az  |
 CW0819|                                                           dddmmss.s |
 CW0819| CH9281 EATON RM 1                           17.553 METERS 00038     |
 CW0819| CH9282 EATON RM 2                           19.792 METERS 08550     |
 CW0819| CW0735 ARTESIA MUNICIPAL STANDPIPE         APPROX.14.8 KM 0903914.4 |
 CW0819| CH9280 EATON AZ MK                                        0923521.9 |
 CW0819|---------------------------------------------------------------------|
 CW0819
 CW0819                          SUPERSEDED SURVEY CONTROL
 CW0819
 CW0819  NAD 83(1986)-  32 50 34.88661(N)    104 33 59.54476(W) AD(       ) 2
 CW0819  NAD 27      -  32 50 34.48700(N)    104 33 57.65600(W) AD(       ) 2
 CW0819
 CW0819.Superseded values are not recommended for survey control.
 CW0819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0819.See file dsdata.txt to determine how the superseded data were derived.
 CW0819
 CW0819_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES4056333968(NAD 83)
 CW0819_MARKER: DS = TRIANGULATION STATION DISK
 CW0819_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CW0819_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CW0819_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CW0819+STABILITY: SURFACE MOTION
 CW0819
 CW0819  HISTORY     - Date     Condition        Report By
 CW0819  HISTORY     - 1943     MONUMENTED       CGS
 CW0819  HISTORY     - 1949     GOOD             USGS
 CW0819  HISTORY     - 1969     MARK NOT FOUND   USAF
 CW0819
 CW0819                          STATION DESCRIPTION
 CW0819
 CW0819'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (EHB)
 CW0819'LOCATED ON THE N SIDE OF STATE HIGHWAY 83, 9-1/2 MILES AIRLINE,
 CW0819'10.0 MILES BY ROAD, W OF ARTESIA, ABOUT 1/2 MILE SW OF EATON
 CW0819'WELL AND RANCHHOUSE, 12.0 MILES BY ROAD ENE OF HOPE.
 CW0819'
 CW0819'STATION MARK IS 42.7 FEET N OF THE CENTER LINE OF THE HIGHWAY,
 CW0819'5 FEET S OF A FENCE.  A BRONZE STATION DISK SET IN THE TOP
 CW0819'OF A ROUND 16-INCH CONCRETE POST PROJECTING ABOUT 2 INCHES
 CW0819'ABOVE THE GROUND.  STAMPED EATON 1943.
 CW0819'
 CW0819'REFERENCE MARK 1 IS ABOUT 100 FEET N OF THE CENTER LINE OF THE
 CW0819'HIGHWAY, 60 FEET N OF FENCE.  A BRONZE REFERENCE DISK SET
 CW0819'IN THE TOP OF A 14-INCH ROUND CONCRETE POST PROJECTING ABOUT
 CW0819'1 INCH.  STAMPED EATON NO 1 1943.
 CW0819'
 CW0819'REFERENCE MARK 2 IS 48 FEET N OF THE CENTER LINE OF THE HIGHWAY,
 CW0819'1 FOOT S OF FENCE.  A BRONZE REFERENCE DISK SET IN THE TOP
 CW0819'OF A 14-INCH ROUND CONCRETE POST PROJECTING ABOUT 4 INCHES
 CW0819'ABOVE THE GROUND.  STAMPED R.M. NO 2 1943.
 CW0819'
 CW0819'AZIMUTH MARK IS 0.40 MILE E OF THE STATION, 48 FEET S OF THE
 CW0819'CENTER LINE OF THE HIGHWAY, 1 FOOT N OF FENCE LINE, AND 0.05
 CW0819'MILE W OF A GATE AND ROAD LEADING S.  A BRONZE U.S.C. AND G.S.
 CW0819'BENCH-MARK DISK SET IN THE TOP OF A 10-INCH SQUARE CONCRETE
 CW0819'POST PROJECTING ABOUT 10 INCHES ABOVE THE GROUND.  STAMPED
 CW0819'H 90 1934.
 CW0819'
 CW0819'AN UNDERGROUND MARK WAS ESTABLISHED.
 CW0819'
 CW0819'REACHED FROM THE JUNCTION OF STATE HIGHWAY 83 AND U.S. HIGHWAY
 CW0819'285 IN ARTESIA BY GOING W ON HIGHWAY 83 FOR 10.1 MILES TO
 CW0819'THE STATION ON N SIDE OF HIGHWAY, ABOUT 0.15 MILE W OF GATE
 CW0819'AND ROAD LEADING TO THE EATON RANCH.
 CW0819'
 CW0819'HEIGHT OF LIGHT ABOVE STATION MARK-3 METERS.
 CW0819
 CW0819                          STATION RECOVERY (1949)
 CW0819
 CW0819'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1949
 CW0819'DESCRIPTION AND POSITION LISTED IN NGS QUAD 32104-4, STATION 1008.
 CW0819'
 CW0819'RECOVERED BY USGS 1949 AS DESCRIBED.  USGS DESCRIPTION FOLLOWS
 CW0819'
 CW0819'STATION IS LOCATED ABOUT 9.5 MI. W. OF ARTESIA, NEW MEXICO, ON STATE
 CW0819'HIGHWAY 83 APPROXIMATELY 0.7 MI. SW. OF THE EATON RANCH HOUSE.
 CW0819'APPROXIMATELY 33 FT. N. OF THE CENTERLINE OF THE HIGHWAY, 5 FT. S. OF
 CW0819'FENCE LINE ON THE EDGE OF THE EMBANKMENT OF HIGHWAY.
 CW0819'
 CW0819'TO REACH STATION FROM THE POST OFFICE IN ARTESIA, NEW MEXICO, FOLLOW
 CW0819'STATE HIGHWAY NO. 83 W. FOR ABOUT 9.5 MI. TO HIGH POINT OF RD. SW. OF
 CW0819'THE EATON RANCH.
 CW0819'
 CW0819'STATION MARK--STANDARD USC AND GS BRONZE TABLET CEMENTED IN FLAT TOP
 CW0819'ROUND CONCRETE POST FLUSH WITH SURFACE OF GROUND.
 CW0819
 CW0819                          STATION RECOVERY (1969)
 CW0819
 CW0819'RECOVERY NOTE BY US AIR FORCE 1969 (CMM)
 CW0819'STATION APPARENTLY DESTROYED DURING ALTERATION OF U.S. HIGHWAY
 CW0819'82.  BOTH REFERENCE MARKS AND THE AZIMUTH MARK WERE RECOVERED
 CW0819'IN GOOD CONDITION.
 CW0819'
 CW0819'THE ROUTE DESCRIPTION WAS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0538 ***********************************************************************
 FP0538  DESIGNATION -  EBON
 FP0538  PID         -  FP0538
 FP0538  STATE/COUNTY-  NM/MCKINLEY
 FP0538  USGS QUAD   -  GALLUP EAST (1979)
 FP0538
 FP0538                         *CURRENT SURVEY CONTROL
 FP0538  ___________________________________________________________________
 FP0538* NAD 83(1992)-  35 36 16.99376(N)    108 40 51.09529(W)     ADJUSTED  
 FP0538* NAVD 88     -      2399.6    (meters)    7873.     (feet)  VERTCON   
 FP0538  ___________________________________________________________________
 FP0538  LAPLACE CORR-           1.96  (seconds)                    DEFLEC99
 FP0538  GEOID HEIGHT-         -20.98  (meters)                     GEOID03
 FP0538
 FP0538  HORZ ORDER  -  FIRST
 FP0538
 FP0538.The horizontal coordinates were established by classical geodetic methods
 FP0538.and adjusted by the National Geodetic Survey in December 1993..
 FP0538
 FP0538.The NAVD 88 height was computed by applying the VERTCON shift value to
 FP0538.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FP0538
 FP0538.The Laplace correction was computed from DEFLEC99 derived deflections.
 FP0538
 FP0538.The geoid height was determined by GEOID03.
 FP0538
 FP0538;                    North         East     Units Scale Factor Converg.
 FP0538;SPC NM W     -   510,998.080   753,209.860   MT  0.99998931   -0 29 36.4
 FP0538;SPC NM W     - 1,676,499.53  2,471,156.02   sFT  0.99998931   -0 29 36.4
 FP0538;UTM  12      - 3,942,583.637   710,075.310   MT  1.00014386   +1 21 02.4
 FP0538
 FP0538!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FP0538!SPC NM W     -   0.99962680  x   0.99998931  =   0.99961611
 FP0538!UTM  12      -   0.99962680  x   1.00014386  =   0.99977061
 FP0538
 FP0538|---------------------------------------------------------------------|
 FP0538| PID    Reference Object                     Distance      Geod. Az  |
 FP0538|                                                           dddmmss.s |
 FP0538| FP0539 MOUNTAIN ST TT MICROWAVE MAST        24.520 METERS 08956     |
 FP0538| FP0458 MT POWELL                           APPROX.42.7 KM 1104856.7 |
 FP0538| CD3375 EBON RM 1                            13.754 METERS 19642     |
 FP0538| CD3376 EBON RM 2                            14.361 METERS 26018     |
 FP0538|---------------------------------------------------------------------|
 FP0538
 FP0538                          SUPERSEDED SURVEY CONTROL
 FP0538
 FP0538  NAD 83(1992)-  35 36 16.99388(N)    108 40 51.09651(W) AD(       ) 1
 FP0538  NAD 83(1986)-  35 36 16.99451(N)    108 40 51.09722(W) AD(       ) 1
 FP0538  NAD 27      -  35 36 16.91781(N)    108 40 48.79615(W) AD(       ) 1
 FP0538  NGVD 29 (07/19/86) 2398.6    (m)         7869.     (f) VERT ANG       
 FP0538
 FP0538.Superseded values are not recommended for survey control.
 FP0538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0538.See file dsdata.txt to determine how the superseded data were derived.
 FP0538
 FP0538_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYE1007542584(NAD 83)
 FP0538_MARKER: DS = TRIANGULATION STATION DISK
 FP0538_SETTING: 66 = SET IN ROCK OUTCROP
 FP0538
 FP0538  HISTORY     - Date     Condition        Report By
 FP0538  HISTORY     - 1934     MONUMENTED       CGS
 FP0538  HISTORY     - 1936     GOOD             CGS
 FP0538  HISTORY     - 1957     GOOD             CGS
 FP0538  HISTORY     - 1966     GOOD             CGS
 FP0538  HISTORY     - 1967     GOOD             CGS
 FP0538  HISTORY     - 1971     GOOD             NGS
 FP0538  HISTORY     - 1971     GOOD             NMHD
 FP0538  HISTORY     - 1971     GOOD             NGS
 FP0538  HISTORY     - 1972     GOOD             NMHD
 FP0538
 FP0538                          STATION DESCRIPTION
 FP0538
 FP0538'DESCRIBED BY COAST AND GEODETIC SURVEY 1936
 FP0538'ABOUT 6 MILES NORTHEAST OF GALLUP, ON SOUTHWEST END AND
 FP0538'HIGHEST POINT OF A LONG RIDGE THAT RUNS SOUTHWEST AND
 FP0538'NORTHEAST, ABOUT 500 FEET FROM SOUTH EDGE OF CLUFF.  SOUTH
 FP0538'SIDE OF RIDGE CONSISTS OF SHEER CLIFFS AND TOP IS WOODED.  TO
 FP0538'REACH FRM ALL STATES AUTO CAMP AT EAST END OF GALLUP, FOLLOW
 FP0538'U.S. HIGHWAY 66 EAST 2.6 MILES TO DIM ROAD TO LEFT UNDER
 FP0538'RAILROAD TRESTLE (GRAND CANYON LINE).  FOLLOW DIM ROAD 0.3
 FP0538'MILE, TAKE RIGHT FORK AND GO 1.0 MILE, TAKE RIGHT FORK AND GO
 FP0538'0.1 MILE, TAKE LEFT FORK AND GO 0.4 MILE, TAKE LEFT FORK AND
 FP0538'GO 1.3 MILES, TAKE RIGHT FORK AND GO 0.9 MILE, JUST BEYOND A
 FP0538'BRIDGE, TAKE LEFT FORK AND GO 1.1 MILES TO SHARP TURN BACK
 FP0538'TO LEFT, TAKE THIS TURN AND GO UP GRASSY CANYON THAT
 FP0538'PARALLELS LONG RIDGE TO RIGHT, FOLLOW THIS ROAD ABOUT 0.7
 FP0538'MILE TO END OF TRUCK TRAVEL.  FROM HERE STATION APPEARS TO
 FP0538'NORTHWEST AND ON HIGHEST POINT OF RIDGE.  THERE ARE ONLY TWO
 FP0538'PLACES THAT ONE CAN CLIMB UP FROM SOUTH SIDE.  THE GOING IS
 FP0538'STEEP AND TREACHEROUS AND REQUIRES ABOUT 1-1/2 HOURS PACK.
 FP0538'STATION AND REFERENCE MARKS ARE STANDARD DISKS SET IN
 FP0538'BEDROCK.  REFERENCE MARK NO.
 FP0538'1 IS 13.76 METERS (45.14 FEET) FROM STATION,
 FP0538'AND NO. 2 IS 14.38 METERS (47.18 FEET) FROM
 FP0538'STATION.  STATION KNOLL MAY BE
 FP0538'USED AS AN AZIMUTH MARK.
 FP0538
 FP0538                          STATION RECOVERY (1957)
 FP0538
 FP0538'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (GEB)
 FP0538'ALL MARKS RECOVERED IN GOOD CONDITION.  ACCESS IS MUCH EASIER
 FP0538'NOW THAN IN 1934.  TO REACH STATION IN QUIRE AT EL PASO NATURAL
 FP0538'GAS CO. - GALLUP PLANT- FOR INSTRUCTIONS TO REACH THEIR
 FP0538'GIBSON REMOTE MICRO-WAVE TRANSMITTER SITE.  STATION IS LOCATED
 FP0538'ABOUT 1/4 MILE NE OF THIS SITE.  IT IS A SEVEN MINUTE PACK.
 FP0538
 FP0538                          STATION RECOVERY (1966)
 FP0538
 FP0538'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JC)
 FP0538'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN
 FP0538'GOOD CONDITION.  DUE TO ROAD CHANGES A NEW COMPLETE DESCRIPTION
 FP0538'FOLLOWS.
 FP0538'
 FP0538'THE STATION IS ABOUT 13 MILES NORTHWEST OF FT WINGATE, 8 MILES
 FP0538'NORTHEAST OF GALLUP AND 6-1/2 MILES NORTH OF THE VILLAGE OF
 FP0538'REHOBOTH, ON TOP OF A BRUSH COVERED HILL, NEAR A MICRO-WAVE
 FP0538'MAST.
 FP0538'
 FP0538'TO REACH THE STATION FROM THE POST OFFICE IN GALLUP, GO NORTH
 FP0538'ON 2ND STREET, STATE HIGHWAY 32 FOR 0.3 MILE TO THE JUNCTION
 FP0538'WITH U.S. HIGHWAY 66.  TURN RIGHT AND GO EAST ON HIGHWAY 66
 FP0538'FOR 3.25 MILES TO A GRADED SIDE ROAD LEFT AND A SHAMROCK
 FP0538'SERVICE STATION ON THE RIGHT.  TURN LEFT ON GRADED ROAD FOR
 FP0538'0.1 MILE TO A CROSSROAD.  TURN RIGHT AND GO EASTERLY FOR 0.25
 FP0538'MILE TO A FORK.  TAKE THE LEFT FORK AND GO NORTHEASTERLY FOR
 FP0538'0.15 MILE TO A FORK.  TAKE THE LEFT FORK FOR 0.1 MILE TO A
 FP0538'FORK.  TAKE THE RIGHT FORK FOR 0.75 MILE TO A CROSSROAD.
 FP0538'CROSS AND GO NORTHEASTERLY AND NORTHWESTERLY ON MAIN
 FP0538'TRAVELED ROAD FOR 0.9 MILE TO A FORK AT A SMALL WASH IN THE
 FP0538'ROAD.  TAKE THE RIGHT FORK AND CONTINUE NORTHEASTERLY FOR 0.5
 FP0538'MILE TO A FORK.  TAKE THE RIGHT FORK AND CONTINUE
 FP0538'NORTHEASTERLY FOR 1.75 MILES TO A FORK.  TAKE THE LEFT
 FP0538'FORK AND GO NORTHERLY FOR 1.35 MILES TO A FORK.  TAKE THE
 FP0538'RIGHT FORK AND GO EASTERLY FOR 0.6 MILE TO A WATER TANK
 FP0538'AND WINDMILL ON THE LEFT.  CONTINUE EASTERLY FOR 0.5
 FP0538'MILE TO A FORK.  TAKE LEFT FORK AND GO NORTHEASTERLY FOR 0.9
 FP0538'MILE TO A FORK.  TAKE THE LEFT FORK AND GO NORTHERLY FOR
 FP0538'0.45 MILE TO A METAL GATE.  PASS THROUGH GATE AND GO
 FP0538'NORTHERLY FOR 0.9 MILE TO A METAL GATE.  PASS THROUGH
 FP0538'GATE AND CONTINUE ON WINDING ROAD FOR 4.5 MILES TO A SMALL
 FP0538'CONCRETE BLOCK BUILDING ON THE RIGHT.  CONTINUE AHEAD ON
 FP0538'ROUGH ROAD FOR 0.3 MILE TO A MICRO-WAVE MAST AND THE STATION.
 FP0538'
 FP0538'STATION MARK IS A STANDARD DISK, STAMPED EBON 1934, CEMENTED
 FP0538'IN A DRILL HOLE IN A 3 X 3 FOOT ROCK OUTCROP, THAT PROJECTS
 FP0538'3 INCHES ABOVE THE GROUND.  IT IS 66 FEET SOUTHWEST OF A POWER
 FP0538'LINE POLE, 64 FEET WEST-SOUTHWEST OF A METAL FENCE, 59 FEET
 FP0538'WEST OF THE CENTERLINE OF A GRADED ROAD AND 45 FEET SOUTH OF A
 FP0538'TRANSFORMER POLE.
 FP0538'
 FP0538'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED EBON NO 1 1934,
 FP0538'CEMENTED IN A DRILL HOLE IN A 3 X 3 FOOT ROCK OUTCROP, THAT
 FP0538'PROJECTS 6 INCHES ABOVE THE GROUND.  IT IS 90 FEET SOUTH OF THE
 FP0538'TRANSFORMER POLE, 31 FEET WEST OF THE CENTERLINE OF THE GRADED
 FP0538'ROAD AND ABOUT 1 FOOT LOWER THAN THE STATION.
 FP0538'
 FP0538'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED EBON NO 2 1934,
 FP0538'CEMENTED IN A DRILL HOLE IN A 1 X 2 FOOT ROCK OUTCROP, THAT
 FP0538'IS FLUSH WITH THE GROUND.  IT IS 99 FEET SOUTHWEST OF THE
 FP0538'TRANSFORMER POLE, 81 FEET NORTHWEST OF THE CENTERLINE OF THE
 FP0538'GRADED ROAD AND ABOUT 2 FEET LOWER THAN THE STATION.
 FP0538
 FP0538                          STATION RECOVERY (1967)
 FP0538
 FP0538'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (EP)
 FP0538'THE STATION AND BOTH RMS WERE RECOVERED AS DESCRIBED BY VERNON
 FP0538'WILSON IN 1966, THE DESCRIPTION IS VERY ACCURATE AND ADEQUATE.
 FP0538'
 FP0538'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--8 MILES
 FP0538'NORTHEAST OF GALLUP.
 FP0538
 FP0538                          STATION RECOVERY (1971)
 FP0538
 FP0538'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 FP0538'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED
 FP0538'AND FOUND IN GOOD CONDITION.  THE ROUTE TO THE STATION IS
 FP0538'ADEQUATE.
 FP0538'
 FP0538'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--8 MILES
 FP0538'NORTHEAST OF GALLOP.
 FP0538
 FP0538                          STATION RECOVERY (1971)
 FP0538
 FP0538'RECOVERY NOTE BY NM HIGHWAY DEPT 1971 (RC)
 FP0538'EBON 1934 - GOOD.
 FP0538'
 FP0538'THE STATION WAS FOUND AS PREVIOUSLY DESCRIBED.
 FP0538'
 FP0538'DISTANCE AND DIRECTION FROM NEAREST TOWN--6 MILES NE OF GALLUP.
 FP0538
 FP0538                          STATION RECOVERY (1971)
 FP0538
 FP0538'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (CWW)
 FP0538'THE STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED
 FP0538'AND ALL MARKS WERE IN GOOD CONDITION.
 FP0538'
 FP0538'HEIGHT OF LIGHT ABOVE STATION MARK 6.0 FEET.
 FP0538'
 FP0538'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6 MILES
 FP0538'NORTHEAST OF GALLUP.
 FP0538
 FP0538                          STATION RECOVERY (1972)
 FP0538
 FP0538'RECOVERY NOTE BY NM HIGHWAY DEPT 1972 (FM)
 FP0538'EBON - 1934 - GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0172 ***********************************************************************
 CX0172  DESIGNATION -  EC 30
 CX0172  PID         -  CX0172
 CX0172  STATE/COUNTY-  NM/OTERO
 CX0172  USGS QUAD   -  HEART OF THE SANDS NE (1982)
 CX0172
 CX0172                         *CURRENT SURVEY CONTROL
 CX0172  ___________________________________________________________________
 CX0172* NAD 83(1992)-  32 52 32.80526(N)    106 17 22.25473(W)     ADJUSTED  
 CX0172* NAVD 88     -      1208.707  (meters)    3965.57   (feet)  ADJUSTED  
 CX0172  ___________________________________________________________________
 CX0172  LAPLACE CORR-           2.39  (seconds)                    DEFLEC99
 CX0172  GEOID HEIGHT-         -23.27  (meters)                     GEOID03
 CX0172  DYNAMIC HT  -        1206.948 (meters)    3959.80  (feet)  COMP
 CX0172  MODELED GRAV-     979,142.1   (mgal)                       NAVD 88
 CX0172
 CX0172  HORZ ORDER  -  SECOND
 CX0172  VERT ORDER  -  SECOND    CLASS 0
 CX0172
 CX0172.The horizontal coordinates were established by classical geodetic methods
 CX0172.and adjusted by the National Geodetic Survey in December 1993..
 CX0172
 CX0172.The orthometric height was determined by differential leveling
 CX0172.and adjusted by the National Geodetic Survey in June 1991..
 CX0172
 CX0172.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX0172
 CX0172.The geoid height was determined by GEOID03.
 CX0172
 CX0172.The dynamic height is computed by dividing the NAVD 88
 CX0172.geopotential number by the normal gravity value computed on the
 CX0172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0172.degrees latitude (g = 980.6199 gals.).
 CX0172
 CX0172.The modeled gravity was interpolated from observed gravity values.
 CX0172
 CX0172;                    North         East     Units Scale Factor Converg.
 CX0172;SPC NM C     -   207,977.113   496,302.381   MT  0.99990017   -0 01 17.2
 CX0172;SPC NM C     -   682,338.24  1,628,285.39   sFT  0.99990017   -0 01 17.2
 CX0172;UTM  13      - 3,638,252.914   379,366.126   MT  0.99977944   -0 42 00.2
 CX0172
 CX0172!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX0172!SPC NM C     -   0.99981392  x   0.99990017  =   0.99971411
 CX0172!UTM  13      -   0.99981392  x   0.99977944  =   0.99959340
 CX0172
 CX0172                          SUPERSEDED SURVEY CONTROL
 CX0172
 CX0172  NAD 83(1986)-  32 52 32.81230(N)    106 17 22.25672(W) AD(       ) 2
 CX0172  NAD 27      -  32 52 32.50094(N)    106 17 20.27500(W) AD(       ) 2
 CX0172  NGVD 29 (??/??/92) 1208.107  (m)         3963.60   (f) ADJ UNCH    2 0
 CX0172
 CX0172.Superseded values are not recommended for survey control.
 CX0172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0172.See file dsdata.txt to determine how the superseded data were derived.
 CX0172
 CX0172_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS7936638253(NAD 83)
 CX0172_MARKER: DS = TRIANGULATION STATION DISK
 CX0172_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX0172_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CX0172_STAMPING: EC 30
 CX0172_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX0172+STABILITY: SURFACE MOTION
 CX0172
 CX0172  HISTORY     - Date     Condition        Report By
 CX0172  HISTORY     - 1968     MONUMENTED       DMA
 CX0172  HISTORY     - 1966     GOOD             NGS
 CX0172
 CX0172                          STATION DESCRIPTION
 CX0172
 CX0172'DESCRIBED BY DEFENSE MAP AGENCY 1968 (JBJ)
 CX0172'THE STATION IS ABOUT 19-1/2 MILES WEST OF ALAMOGORDO, 8-1/2 MILES
 CX0172'WEST OF THE SOUTH END OF THE HOLLOMAN AIR FORCE BASE HIGH SPEED TEST
 CX0172'TRACK, 1/2 MILE SOUTH OF ROAD 303, NEAR AN ASTRODOME AND BUILDING
 CX0172'NUMBERED H 4173.  IT IS 71.4 FEET SOUTH-SOUTHEAST OF THE SOUTHWEST
 CX0172'CORNER OF THE BUILDING NUMBERED H 4173 AND 7.7 FEET NORTHEAST OF
 CX0172'THE SOUTHWEST CORNER OF THE ASTRODOME PAD.
 CX0172'
 CX0172'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION EC 30-2,
 CX0172'THE DISTANCE BEING (86.41 FEET), 26.337 METERS NORTH-NORTHEAST
 CX0172'OF STATION EC 30-2.  THE MARK IS A BRONZE DISK OF THE WHITE SANDS
 CX0172'PROVING GROUNDS, STAMPED EC 30, SET IN THE TOP OF A 6 INCH ROUND
 CX0172'CONCRETE POST, THAT IS 3 INCHES BELOW THE GROUND SURFACE.
 CX0172
 CX0172                          STATION RECOVERY (1966)
 CX0172
 CX0172'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 CX0172'30.65 MI SE FROM RHODES CANYON RANGE CENTER.
 CX0172'ABOUT 4.0 MILES SOUTHEAST ALONG WHITE SANDS MISSILE RANGE ROUTE 6 FROM
 CX0172'THE HEADQUARTERS BUILDING AT RHODES CANYON RANGE CENTER, THENCE 3.1
 CX0172'MILES SOUTH ALONG WHITE SANDS MISSILE RANGE ROUTE 304, THENCE 13.55
 CX0172'MILES SOUTH ALONG A BLADED DIRT ROAD, THENCE 9.15 MILES EAST ALONG
 CX0172'WHITE SANDS MISSILE RANGE ROUTE 303, THENCE 0.85 MILE EAST ALONG A
 CX0172'BLADED DIRT ROAD, IN S 35, T 16 S, R 6 E, 69 1/2 FEET SOUTHEAST OF THE
 CX0172'EAST CORNER OF BUILDING NUMBER H 4175, 11.6 FEET SOUTHWEST OF THE
 CX0172'SOUTHWEST SIDE OF ASTRODOME SHELTER 29105, 8 FEET WEST OF THE SOUTH
 CX0172'CORNER OF THE CONCRETE FOUNDATION OF THE ASTRODOME, ABOUT 8 FEET ABOVE
 CX0172'THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST 6 INCHES
 CX0172'BELOW THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1507 ***********************************************************************
 CX1507  DESIGNATION -  EC 30 2
 CX1507  PID         -  CX1507
 CX1507  STATE/COUNTY-  NM/OTERO
 CX1507  USGS QUAD   -  HEART OF THE SANDS NE (1982)
 CX1507
 CX1507                         *CURRENT SURVEY CONTROL
 CX1507  ___________________________________________________________________
 CX1507* NAD 83(1992)-  32 52 32.01644(N)    106 17 22.64539(W)     ADJUSTED  
 CX1507* NAVD 88     -      1206.12   (+/-2cm)    3957.1    (feet)  VERTCON   
 CX1507  ___________________________________________________________________
 CX1507  LAPLACE CORR-           2.39  (seconds)                    DEFLEC99
 CX1507  GEOID HEIGHT-         -23.27  (meters)                     GEOID03
 CX1507
 CX1507  HORZ ORDER  -  FIRST
 CX1507  VERT ORDER  -  THIRD ? (See Below)
 CX1507
 CX1507.The horizontal coordinates were established by classical geodetic methods
 CX1507.and adjusted by the National Geodetic Survey in December 1993..
 CX1507
 CX1507.The NAVD 88 height was computed by applying the VERTCON shift value to
 CX1507.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CX1507.The vertical order pertains to the NGVD 29 superseded value.
 CX1507
 CX1507.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1507
 CX1507.The geoid height was determined by GEOID03.
 CX1507
 CX1507;                    North         East     Units Scale Factor Converg.
 CX1507;SPC NM C     -   207,952.819   496,292.217   MT  0.99990017   -0 01 17.4
 CX1507;SPC NM C     -   682,258.54  1,628,252.05   sFT  0.99990017   -0 01 17.4
 CX1507;UTM  13      - 3,638,228.745   379,355.677   MT  0.99977947   -0 42 00.4
 CX1507
 CX1507!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1507!SPC NM C     -   0.99981432  x   0.99990017  =   0.99971451
 CX1507!UTM  13      -   0.99981432  x   0.99977947  =   0.99959383
 CX1507
 CX1507|---------------------------------------------------------------------|
 CX1507| PID    Reference Object                     Distance      Geod. Az  |
 CX1507|                                                           dddmmss.s |
 CX1507| CX0172 EC 30                                26.337 METERS 02241     |
 CX1507| CC7326 EC 30 2 RM 1                         19.252 METERS 09005     |
 CX1507| CC7325 EC 30 2 AZ MK                                      3515311.1 |
 CX1507|---------------------------------------------------------------------|
 CX1507
 CX1507                          SUPERSEDED SURVEY CONTROL
 CX1507
 CX1507  NAD 83(1986)-  32 52 32.02348(N)    106 17 22.64736(W) AD(       ) 1
 CX1507  NAD 27      -  32 52 31.71209(N)    106 17 20.66562(W) AD(       ) 1
 CX1507  NGVD 29 (07/19/86) 1205.52   (m)         3955.1    (f) LEVELING    3  
 CX1507
 CX1507.Superseded values are not recommended for survey control.
 CX1507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1507.See file dsdata.txt to determine how the superseded data were derived.
 CX1507
 CX1507_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS7935638229(NAD 83)
 CX1507_MARKER: DS = TRIANGULATION STATION DISK
 CX1507_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX1507_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CX1507
 CX1507  HISTORY     - Date     Condition        Report By
 CX1507  HISTORY     - 1968     MONUMENTED       DMA
 CX1507
 CX1507                          STATION DESCRIPTION
 CX1507
 CX1507'DESCRIBED BY DEFENSE MAP AGENCY 1968 (JBJ)
 CX1507'THE STATION IS ABOUT 19-1/2 MILES WEST OF ALAMOGORDO, 8-1/2 MILES
 CX1507'WEST OF THE SOUTH END OF THE HOLLOMAN AIR FORCE BASE HIGH SPEED TEST
 CX1507'TRACK, 1/2 MILE SOUTH OF ROAD 303, NEAR AN ASTRODOME AND BUILDING
 CX1507'NUMBER H 4173.
 CX1507'
 CX1507'TO REACH THE STATION FROM THE SOUTH END OF THE HOLLOMAN AIR FORCE
 CX1507'BASE HIGH SPEED TEST TRACK, GO WESTERLY ON ROAD 303 FOR 8.75 MILES
 CX1507'TO A NORTH-SOUTH POWER LINE AND THE AZIMUTH MARK ON THE LEFT.  TURN
 CX1507'LEFT AND GO SOUTH ALONG POWER LINE FOR 0.4 MILE TO A BUILDING
 CX1507'NUMBERED H 4173 AND THE STATION.
 CX1507'
 CX1507'THE STATION MARK IS A STANDARD DISK, STAMPED EC 30-2 1968, SET IN
 CX1507'THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 CX1507'PROJECTS 1 INCH ABOVE THE GROUND.  IT IS 140.65 FEET SOUTH OF THE
 CX1507'SOUTHWEST CORNER OF A BUILDING NUMBERED H 4173, 89.8 FEET
 CX1507'SOUTHWEST OF THE SOUTHWEST CORNER OF AN ASTRODOME PAD AND 5.7 FEET
 CX1507'SOUTHEAST OF A WITNESS POST.  THE UNDERGROUND MARK IS 40 INCHES
 CX1507'BELOW THE GROUND SURFACE.
 CX1507'
 CX1507'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED EC 30-2 NO 1 1968, SET
 CX1507'IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 CX1507'IS FLUSH WITH THE GROUND.  IT IS 82.9 FEET SOUTH OF THE SOUTHWEST
 CX1507'CORNER OF THE ASTRODOME PAD, 2.6 FEET NORTHEAST OF A WITNESS
 CX1507'POST AND ABOUT THE SAME ELEVATION AS THE STATION.
 CX1507'
 CX1507'EC 30 IS A BRONZE STATION MARK DISK, OF THE WHITE SANDS PROVING
 CX1507'GROUNDS, STAMPED EC 30, SET IN THE TOP OF A ROUND CONCRETE POST,
 CX1507'6 INCHES IN DIAMETER, THAT IS 3 INCHES BELOW THE GROUND SURFACE.
 CX1507'IT IS 71.4 FEET SOUTH-SOUTHEAST OF THE SOUTHWEST CORNER OF THE
 CX1507'BUILDING NUMBERED H 4173, 7.7 FEET NORTHEAST OF THE SOUTHWEST
 CX1507'CORNER OF THE ASTRODOME PAD AND ABOUT 9 FEET HIGHER IN ELEVATION
 CX1507'THAN THE STATION.
 CX1507'
 CX1507'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED EC 30-2 1968, SET IN THE
 CX1507'TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT PROJECTS 4
 CX1507'INCHES ABOVE THE GROUND.  IT IS 116 FEET SOUTH OF THE CENTERLINE
 CX1507'OF ROAD 303, 10.8 FEET WEST OF A POWER LINE POLE AND 2.6 FEET
 CX1507'EAST OF A WITNESS POST.
 CX1507'
 CX1507'THE DISTANCE BETWEEN REFERENCE MARK 1 AND EC 30 WSPG WAS NOT MEASURED
 CX1507'DUE TO EXTREME DIFFERENCE IN ELEVATION.
 CX1507'
 CX1507'RESULTS OF SECOND ORDER TRAVERSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0462 ***********************************************************************
 GN0462  DESIGNATION -  ECHO
 GN0462  PID         -  GN0462
 GN0462  STATE/COUNTY-  NM/RIO ARRIBA
 GN0462  USGS QUAD   -  ECHO AMPHITHEATER (1995)
 GN0462
 GN0462                         *CURRENT SURVEY CONTROL
 GN0462  ___________________________________________________________________
 GN0462* NAD 83(1992)-  36 22 09.89065(N)    106 32 23.00625(W)     ADJUSTED  
 GN0462* NAVD 88     -      2417.4    (meters)    7931.     (feet)  VERTCON   
 GN0462  ___________________________________________________________________
 GN0462  LAPLACE CORR-          -0.23  (seconds)                    DEFLEC99
 GN0462  GEOID HEIGHT-         -18.45  (meters)                     GEOID03
 GN0462
 GN0462  HORZ ORDER  -  SECOND
 GN0462
 GN0462.The horizontal coordinates were established by classical geodetic methods
 GN0462.and adjusted by the National Geodetic Survey in December 1993..
 GN0462
 GN0462.The NAVD 88 height was computed by applying the VERTCON shift value to
 GN0462.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GN0462
 GN0462.The Laplace correction was computed from DEFLEC99 derived deflections.
 GN0462
 GN0462.The geoid height was determined by GEOID03.
 GN0462
 GN0462;                    North         East     Units Scale Factor Converg.
 GN0462;SPC NM C     -   595,538.851   474,002.360   MT  0.99990832   -0 10 18.5
 GN0462;SPC NM C     - 1,953,863.71  1,555,122.74   sFT  0.99990832   -0 10 18.5
 GN0462;UTM  13      - 4,026,023.854   361,873.453   MT  0.99983507   -0 54 47.5
 GN0462
 GN0462!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GN0462!SPC NM C     -   0.99962365  x   0.99990832  =   0.99953200
 GN0462!UTM  13      -   0.99962365  x   0.99983507  =   0.99945878
 GN0462
 GN0462|---------------------------------------------------------------------|
 GN0462| PID    Reference Object                     Distance      Geod. Az  |
 GN0462|                                                           dddmmss.s |
 GN0462| CD3377 ECHO RM 1                            13.446 METERS 02141     |
 GN0462| CD3378 ECHO RM 2                            19.257 METERS 26928     |
 GN0462| GN0460 MICRO                               APPROX. 3.9 KM 3285938.8 |
 GN0462|---------------------------------------------------------------------|
 GN0462
 GN0462                          SUPERSEDED SURVEY CONTROL
 GN0462
 GN0462  NAD 83(1986)-  36 22 09.89321(N)    106 32 23.01193(W) AD(       ) 2
 GN0462  NAD 27      -  36 22 09.82910(N)    106 32 20.88270(W) AD(       ) 2
 GN0462  NGVD 29 (07/19/86) 2416.2    (m)         7927.     (f) VERT ANG       
 GN0462
 GN0462.Superseded values are not recommended for survey control.
 GN0462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0462.See file dsdata.txt to determine how the superseded data were derived.
 GN0462
 GN0462_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCA6187326024(NAD 83)
 GN0462_MARKER: DS = TRIANGULATION STATION DISK
 GN0462_SETTING: 66 = SET IN ROCK OUTCROP
 GN0462
 GN0462  HISTORY     - Date     Condition        Report By
 GN0462  HISTORY     - 1961     MONUMENTED       CGS
 GN0462
 GN0462                          STATION DESCRIPTION
 GN0462
 GN0462'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 GN0462'THE STATION IS APPROXIMATELY 23 MILES SOUTH OF TIERRA AMARILLA,
 GN0462'17 MILES NORTHWEST OF ABIQUIU, 14 MILES NORTH AND 4 MILES
 GN0462'EAST OF COYOTE, AT THE EAST EDGE OF A TIMBERED MESA IN THE
 GN0462'CARSON NATIONAL FOREST.
 GN0462'
 GN0462'TO REACH THE STATION FROM BOBS GENERAL STORE IN THE VILLAGE
 GN0462'OF CEBOLLA, GO SOUTH ON U.S. HIGHWAY 84 FOR 6.85 MILES TO A
 GN0462'CATTLE GUARD.  CROSS CATTLE GUARD AND CONTINUE SOUTH FOR
 GN0462'25 YARDS TO A SIDE ROAD ON THE RIGHT AND SIGN BERRYMAN RANCH
 GN0462'DON BERRYMAN FOREMAN.  TURN RIGHT, WESTERLY, ON A DIRT ROAD
 GN0462'FOR 2.1 MILES TO RANCH YARD AND SIGN MESA VIEJAS 5.  BEAR
 GN0462'LEFT, SOUTH AND WEST, ON THE DIRT ROAD FOR 2.45 MILES TO A
 GN0462'CATTLE GUARD AND ENTRANCE TO CARSON NATIONAL FOREST.  CROSS
 GN0462'CATTLE GUARD AND CONTINUE WEST AND SOUTH ON THE DIRT ROAD
 GN0462'FOR 1.7 MILES TO FORK AND SIGN ENGLISH TANKS 5 MESA VIEJAS.
 GN0462'CONTINUE STRAIGHT AHEAD, LEFT FORK, FOR 1.1 MILES TO A FORK.
 GN0462'(BEAR RIGHT, WESTERLY ON A DIRT ROAD FOR 0.35 MILE TO STATION
 GN0462'MICRO, USED AS AZIMUTH MARK.) BEAR LEFT FOR 25 YARDS TO A
 GN0462'SIDE ROAD RIGHT.  CONTINUE STRAIGHT AHEAD ON THE DIRT ROAD
 GN0462'FOR 1.6 MILES TO A REVERSE Y FORK.  CONTINUE STRAIGHT AHEAD
 GN0462'SOUTH ON THE DIRT ROAD FOR 0.65 MILE TO THE HIGHEST POINT ON
 GN0462'THE MESA.  TURN LEFT, EAST, LEAVING THE DIRT ROAD AND GO
 GN0462'ACROSS COUNTRY TOWARD A GROVE OF TALL TREES FOR 0.35 MILES
 GN0462'TO THE EAST EDGE OF THE MESA AND THE STATION.
 GN0462'
 GN0462'STATION MARK, A STANDARD DISK STAMPED ECHO 1961, IS CEMENTED
 GN0462'IN A DRILL HOLE IN OUTCROPPING BEDROCK.  IT IS 29 FEET WEST
 GN0462'OF THE EAST EDGE OF THE MESA, 24 FEET EAST OF A 12-INCH PINE
 GN0462'TREE WITH A TRIANGLE BLAZE ON THE EAST SIDE, 22 FEET NORTH
 GN0462'OF THE SOUTH EDGE OF A ROCK LEDGE.
 GN0462'
 GN0462'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED ECHO NO 1 1961,
 GN0462'IS CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK.  IT IS
 GN0462'41 FEET WEST OF THE EAST EDGE OF THE MESA AND 52.5 FEET
 GN0462'NORTHEAST OF THE 12-INCH PINE TREE WITH A TRIANGLE BLAZE
 GN0462'ON THE EAST SIDE.
 GN0462'
 GN0462'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED ECHO NO 2 1961,
 GN0462'IS CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK.  IT IS
 GN0462'40 FEET SOUTHWEST OF THE 12-INCH PINE TREE WITH A TRIANGLE
 GN0462'BLAZE ON THE EAST SIDE AND 28 FEET NORTHWEST OF THE SOUTH
 GN0462'EDGE OF THE ROCK LEDGE.
 GN0462'
 GN0462'NOTE--REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
 GN0462'
 GN0462'TRIANGULATION STATION MICRO CAN BE USED FOR THE AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0772 ***********************************************************************
 DQ0772  DESIGNATION -  ECHOL
 DQ0772  PID         -  DQ0772
 DQ0772  STATE/COUNTY-  NM/LEA
 DQ0772  USGS QUAD   -  GLADIOLA (1970)
 DQ0772
 DQ0772                         *CURRENT SURVEY CONTROL
 DQ0772  ___________________________________________________________________
 DQ0772* NAD 83(1992)-  33 21 05.52391(N)    103 07 45.05275(W)     ADJUSTED  
 DQ0772* NAVD 88     -      1203.7    (meters)    3949.     (feet)  VERTCON   
 DQ0772  ___________________________________________________________________
 DQ0772  LAPLACE CORR-          -1.67  (seconds)                    DEFLEC99
 DQ0772  GEOID HEIGHT-         -22.16  (meters)                     GEOID03
 DQ0772
 DQ0772  HORZ ORDER  -  FIRST
 DQ0772
 DQ0772.The horizontal coordinates were established by classical geodetic methods
 DQ0772.and adjusted by the National Geodetic Survey in February 1996..
 DQ0772
 DQ0772.The NAVD 88 height was computed by applying the VERTCON shift value to
 DQ0772.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DQ0772
 DQ0772.The Laplace correction was computed from DEFLEC99 derived deflections.
 DQ0772
 DQ0772.The geoid height was determined by GEOID03.
 DQ0772
 DQ0772;                    North         East     Units Scale Factor Converg.
 DQ0772;SPC NM E     -   261,385.390   277,076.603   MT  1.00006391   +0 39 43.5
 DQ0772;SPC NM E     -   857,561.90    909,042.16   sFT  1.00006391   +0 39 43.5
 DQ0772;SPC TXNC     - 2,196,326.816   169,300.249   MT  0.99988627   -2 31 29.0
 DQ0772;SPC TXNC     - 7,205,782.23    555,445.90   sFT  0.99988627   -2 31 29.0
 DQ0772;UTM  13      - 3,691,821.993   674,080.085   MT  0.99997363   +1 01 43.6
 DQ0772
 DQ0772!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ0772!SPC NM E     -   0.99981453  x   1.00006391  =   0.99987843
 DQ0772!SPC TXNC     -   0.99981453  x   0.99988627  =   0.99970082
 DQ0772!UTM  13      -   0.99981453  x   0.99997363  =   0.99978817
 DQ0772
 DQ0772|---------------------------------------------------------------------|
 DQ0772| PID    Reference Object                     Distance      Geod. Az  |
 DQ0772|                                                           dddmmss.s |
 DQ0772| CJ6276 ECHOL RM 1                                         04455     |
 DQ0772| CJ6275 ECHOL AZ MK                                        1761854.2 |
 DQ0772| CJ6277 ECHOL RM 2                                         34513     |
 DQ0772|---------------------------------------------------------------------|
 DQ0772
 DQ0772                          SUPERSEDED SURVEY CONTROL
 DQ0772
 DQ0772  NAD 83(1992)-  33 21 05.52471(N)    103 07 45.05154(W) AD(       ) 1
 DQ0772  NAD 83(1986)-  33 21 05.52789(N)    103 07 45.04958(W) AD(       ) 1
 DQ0772  NAD 27      -  33 21 05.15000(N)    103 07 43.23900(W) AD(       ) 1
 DQ0772  NGVD 29 (07/19/86) 1203.3    (m)         3948.     (f) VERT ANG       
 DQ0772
 DQ0772.Superseded values are not recommended for survey control.
 DQ0772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0772.See file dsdata.txt to determine how the superseded data were derived.
 DQ0772
 DQ0772_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFS7408091822(NAD 83)
 DQ0772_MARKER: DD = SURVEY DISK
 DQ0772_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0772
 DQ0772  HISTORY     - Date     Condition        Report By
 DQ0772  HISTORY     - 1934     MONUMENTED       CGS
 DQ0772  HISTORY     - 1968     POOR             USGS
 DQ0772  HISTORY     - 1971     MARK NOT FOUND   NGS
 DQ0772
 DQ0772                          STATION DESCRIPTION
 DQ0772
 DQ0772'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 DQ0772'ABOUT 8 MILES NORTHWEST OF BRONCO, TEX., IN A GROUP OF SAND HILLS
 DQ0772'ABOUT 4-1/2 MILES WEST OF THE TEXAS-NEW MEXICO BOUNDARY, ABOUT
 DQ0772'75 YARDS NORTH OF AN EAST-WEST FENCE, AND 100 YARDS WEST OF A
 DQ0772'NORTH-SOUTH FENCE.  TO REACH FRM BRONCO POST OFFICE, GO NORTH 6.0
 DQ0772'MILES ON THE STATE-LINE ROAD, LEAVE THE ROAD ABOUT 0.3 MILE
 DQ0772'SOUTH OF A WINDMILL ON THE WEST SIDE OF THE ROAD AND GO WESTERLY
 DQ0772'ON A DIM ROAD AND SANDY TRAIL 1.5 MILES, PASS THROUGH WIRE GATE
 DQ0772'AT ABANDONED EARTH TANK, AND FOLLOW TRAIL SOUTHWEST TO AN
 DQ0772'EAST-WEST FENCE, GO THROUGH GATE AND GO WESTERLY ON SOUTH
 DQ0772'SIDE OF FENCE TO RANCH HOUSE AND WINDMILL, AND CONTINUE
 DQ0772'ALONG NORTH SIDE OF FENCE, TURN NORTH AT FENCE CORNER AND
 DQ0772'FOLLOW ALONG THE EAST SIDE OF THE FENCE 1.5 MILES TO A
 DQ0772'T-FENCE CORNER.  THIS T-FENCE CORNER WAS REPORTED IN 1938 TO
 DQ0772'HAVE BEEN REMOVED.  FROM THIS POINT GO UP THE SAND
 DQ0772'HILLS TO THE WEST-NORTHWEST ABOUT 100 YARDS TO THE
 DQ0772'STATION.  THE STATION AND REFERENCE DISKS SET IN CONCRETE IN
 DQ0772'THE TOP OF IRON PIPES.  REFERENCE MARK NO. 1 IS 223.96
 DQ0772'FEET (SLOPE DISTANCE) FROM THE STATION N 44 DEG 55 MIN E,
 DQ0772'AND NO. 2 IS 142.48 FEET (SLOPE DISTANCE) FROM THE
 DQ0772'STATION N 12 DEG 47 MIN W.  THE AZIMUTH MARK, A
 DQ0772'STANDARD DISK SET IN CONCRETE, IS 1-1/2
 DQ0772'FEET WEST OF A NORTH-SOUTH FENCE, 12 FEET NORTH OF A GATE
 DQ0772'POST, AND 1.0 MILE FROM STATION S 03 DEG 41 MIN E.
 DQ0772
 DQ0772                          STATION RECOVERY (1968)
 DQ0772
 DQ0772'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 DQ0772'STATION MARK HAS BLOWN OUT AND LAYING ON THE GROUND.  REF MK NO
 DQ0772'2 IS IN PLACE BUT IS LOOSE.  REF MK NO. 1 WAS NOT FOUND.
 DQ0772'
 DQ0772'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 8.0
 DQ0772'MILES NW OF BRONCO, TEXAS.
 DQ0772
 DQ0772                          STATION RECOVERY (1971)
 DQ0772
 DQ0772'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 DQ0772'THE STATION MARK WAS FOUND DESTROYED, REFERENCE MARK NO. 2
 DQ0772'WAS FOUND IN POOR CONDITION, REFERENCE MARK NO. 1 WAS NOT
 DQ0772'FOUND, AND THE AZIMUTH MARK WAS NOT SEARCHED FOR.
 DQ0772'
 DQ0772'THE STATION MARK, A STANDARD DISK CEMENTED IN THE TOP OF A 5-FOOT
 DQ0772'IRON PIPE, WAS FOUND IN THE BOTTOM OF A SAND BLOWOUT.  THE
 DQ0772'RIM OF THE BLOWOUT RANGES FROM 10 TO 20 FEET HIGHER THAN THE
 DQ0772'BOTTOM.  REFERENCE MARK NO. 2, A PIPE MARK, WAS FOUND LEANING
 DQ0772'SLIGHTLY TO THE WEST.  REFERENCE MARK NO. 1, WHICH WAS NOT
 DQ0772'FOUND, WOULD BE WITHIN ABOUT 30 FEET OF TWO GAS PIPELINES
 DQ0772'RUNNING NORTH AND SOUTH - THERE ARE SAND BLOWOUTS IN THAT
 DQ0772'AREA ALSO.
 DQ0772'
 DQ0772'TO REACH THE STATION SITE FROM THE INTERSECTION OF U.S. HIGHWAY
 DQ0772'380 AND FARM ROAD 769 IN BRONCO, GO WEST ON HIGHWAY 380 FOR 5.1
 DQ0772'MILES TO A SIDE ROAD RIGHT AND SIGN, WARREN PETROLEUM CORP.,
 DQ0772'TATUM PLANT, TURN RIGHT ON THE SIDE ROAD AND GO NORTH FOR 2.0
 DQ0772'MILES TO WHERE THE PAVED ROAD TURNS RIGHT, CONTINUE STRAIGHT
 DQ0772'AHEAD NORTH FOR 4.7 MILES ON A GRADED RANCH ROAD, PASSING
 DQ0772'THRU 2 GATES.  THIS IS ETT FOR A CONVENTIONAL VEHICLE.  TURN
 DQ0772'RIGHT AND FOLLOW A TRACK ROAD EAST ALONG THE NORTH SIDE OF A
 DQ0772'FENCE FOR APPROXIMATELY 0.75 MILE TO AN ASBESTOS WRAPPED
 DQ0772'GAS PIPELINE, CONTINUE EAST ALONG FENCE LINE FOR 0.25 MILE
 DQ0772'TO A LARGE SAND BLOWOUT ON THE LEFT JUST BEFORE REACHING A
 DQ0772'TWIN-PIPE GAS LINE AND THE STATION SITE AS DESCRIBED.
 DQ0772'
 DQ0772'THE HEADQUARTERS OF THE RANCH IS ABOUT 2 MILES SOUTHWEST OF
 DQ0772'THE STATION SITE.
 DQ0772'
 DQ0772'THE STATION MARK AND REFERENCE MARK NO. 2 WERE LEFT AS THEY
 DQ0772'WERE FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0791 ***********************************************************************
 DQ0791  DESIGNATION -  ED RESET
 DQ0791  PID         -  DQ0791
 DQ0791  STATE/COUNTY-  NM/CHAVES
 DQ0791  USGS QUAD   -  OASIS (1984)
 DQ0791
 DQ0791                         *CURRENT SURVEY CONTROL
 DQ0791  ___________________________________________________________________
 DQ0791* NAD 83(1992)-  33 25 08.69315(N)    103 54 44.56231(W)     ADJUSTED  
 DQ0791* NAVD 88     -      1220.     (meters)    4003.     (feet)  SCALED    
 DQ0791  ___________________________________________________________________
 DQ0791  LAPLACE CORR-           3.25  (seconds)                    DEFLEC99
 DQ0791  GEOID HEIGHT-         -22.83  (meters)                     GEOID03
 DQ0791
 DQ0791  HORZ ORDER  -  FIRST
 DQ0791
 DQ0791.The horizontal coordinates were established by classical geodetic methods
 DQ0791.and adjusted by the National Geodetic Survey in December 1993..
 DQ0791
 DQ0791.The orthometric height was scaled from a topographic map.
 DQ0791
 DQ0791.The Laplace correction was computed from DEFLEC99 derived deflections.
 DQ0791
 DQ0791.The geoid height was determined by GEOID03.
 DQ0791
 DQ0791;                    North         East     Units Scale Factor Converg.
 DQ0791;SPC NM E     -   268,308.106   204,149.137   MT  0.99992798   +0 13 54.7
 DQ0791;SPC NM E     -   880,274.18    669,779.29   sFT  0.99992798   +0 13 54.7
 DQ0791;UTM  13      - 3,698,276.553   601,120.440   MT  0.99972606   +0 35 56.6
 DQ0791
 DQ0791!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ0791!SPC NM E     -   0.99981216  x   0.99992798  =   0.99974016
 DQ0791!UTM  13      -   0.99981216  x   0.99972606  =   0.99953828
 DQ0791
 DQ0791:                Primary Azimuth Mark                     Grid Az
 DQ0791:SPC NM E     -  N 94                                     096 14 36.1
 DQ0791:UTM  13      -  N 94                                     095 52 34.2
 DQ0791
 DQ0791|---------------------------------------------------------------------|
 DQ0791| PID    Reference Object                     Distance      Geod. Az  |
 DQ0791|                                                           dddmmss.s |
 DQ0791| DQ0380 N 94                                               0962830.8 |
 DQ0791| CJ6278 ED RM 1                              26.480 METERS 17804     |
 DQ0791| CJ6279 ED RM 2                              25.945 METERS 27744     |
 DQ0791| DR0861 SARDINE                             APPROX.19.5 KM 2932932.8 |
 DQ0791|---------------------------------------------------------------------|
 DQ0791
 DQ0791                          SUPERSEDED SURVEY CONTROL
 DQ0791
 DQ0791  NAD 83(1986)-  33 25 08.69814(N)    103 54 44.55549(W) AD(       ) 1
 DQ0791  NAD 27      -  33 25 08.32400(N)    103 54 42.71100(W) AD(       ) 1
 DQ0791
 DQ0791.Superseded values are not recommended for survey control.
 DQ0791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0791.See file dsdata.txt to determine how the superseded data were derived.
 DQ0791
 DQ0791_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFS0112098277(NAD 83)
 DQ0791_MARKER: DS = TRIANGULATION STATION DISK
 DQ0791_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0791_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DQ0791
 DQ0791  HISTORY     - Date     Condition        Report By
 DQ0791  HISTORY     - 1978     MONUMENTED       NGS
 DQ0791
 DQ0791                          STATION DESCRIPTION
 DQ0791
 DQ0791'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 DQ0791'STATION SUBSURFACE MARK WAS ONLY MARK RECOVERED IN GOOD
 DQ0791'CONDITION.  REFERENCE MARK 2 AND BENCH MARK N 94 AZIMUTH MARK WERE
 DQ0791'FOUND LAYING ON TOP OF GROUND, REFERENCE MARK 1 WAS NOT
 DQ0791'FOUND.  U.S. HIGHWAY 380 HAS BEEN RECONSTRUCTED, MARKS DESTROYED
 DQ0791'DURING THE CONSTRUCTION.  A NEW STATION SURFACE MARK, REFERENCE
 DQ0791'MARKS 3, 4 AND AN AZIMUTH MARK WERE ESTABLISHED AT THIS TIME.
 DQ0791'
 DQ0791'STATION IS REACHED FROM THE POST OFFICE AND STORE AT LAPROCK.  GO
 DQ0791'WEST ON U.S. HIGHWAY 380 FOR 6.25 MILES TO A HIGHWAY REST AREA AN
 DQ0791'SMALL PARK ON THE LEFT, CONTINUE WEST ON THE HIGHWAY FOR 4.9 MILES
 DQ0791'TO A ROAD RIGHT, CONTINUE WEST ON THE HIGHWAY FOR 0.3 MILE TO AZIMUTH
 DQ0791'MARK ON THE RIGHT, CONTINUE WEST ON THE HIGHWAY FOR 0.5 MILE TO
 DQ0791'STATION ON THE RIGHT, AS DESCRIBED.
 DQ0791'
 DQ0791'STATION MARKS ARE STANDARD DISKS, SURFACE DISK IS STAMPED---ED 1935
 DQ0791'1978---SET IN THE TOP OF A ROUND CONCRETE MONUMENT PROJECTING 2
 DQ0791'INCHES.  THE SUBSURFACE DISK IS STAMPED---ED 1935---SET IN THE TOP
 DQ0791'OF AN IRREGULAR MASS OF CONCRETE.  MARK IS 40.4 FEET NORTH OF THE
 DQ0791'CENTER LINE OF THE HIGHWAY, 34.2 FEET SOUTH OF HIGHWAY RIGHT-OF-WAY
 DQ0791'FENCE, 33.6 FEET SOUTH OF A METAL WITNESS POST, 2 FEET WEST OF A
 DQ0791'METAL WITNESS POST.
 DQ0791'
 DQ0791'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED---ED 1935 NO 3
 DQ0791'1978---SET IN THE TOP OF A ROUND CONCRETE MONUMENT PROJECTING 2
 DQ0791'INCHES, 69 FEET NORTH OF CENTER OF HIGHWAY, 5.5 FEET SOUTH OF THE
 DQ0791'FENCE LINE, 2 FEET WEST OF A METAL WITNESS POST.
 DQ0791'
 DQ0791'REFERENCE MARK 4 IS A STANDARD DISK, STAMPED---ED 1935 NO 4
 DQ0791'1978---SET IN THE TOP OF A ROUND CONCRETE MONUMENT PROJECTING 2
 DQ0791'INCHES, 70 FEET NORTH OF CENTER OF HIGHWAY, 4.5 FEET SOUTH OF THE
 DQ0791'FENCE LINE, 2 FEET EAST OF A METAL WITNESS POST.
 DQ0791'
 DQ0791'AZIMUTH MARK IS A STANDARD DISK, STAMPED---ED 1935 1978---SET IN
 DQ0791'TOP OF A ROUND CONCRETE MONUMENT PROJECTING 3 INCHES, 64 FEET NORTH OF
 DQ0791'CENTER HIGHWAY, 12 FEET SOUTH OF FENCE, 2 FEET WEST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0260 ***********************************************************************
 CW0260  DESIGNATION -  EDDY
 CW0260  PID         -  CW0260
 CW0260  STATE/COUNTY-  NM/EDDY
 CW0260  USGS QUAD   -  GRAPEVINE DRAW (1978)
 CW0260
 CW0260                         *CURRENT SURVEY CONTROL
 CW0260  ___________________________________________________________________
 CW0260* NAD 83(1986)-  32 00 10.     (N)    104 35 32.     (W)     SCALED    
 CW0260* NAVD 88     -      1300.947  (meters)    4268.19   (feet)  ADJUSTED  
 CW0260  ___________________________________________________________________
 CW0260  GEOID HEIGHT-         -23.54  (meters)                     GEOID03
 CW0260  DYNAMIC HT  -        1298.970 (meters)    4261.70  (feet)  COMP
 CW0260  MODELED GRAV-     979,074.4   (mgal)                       NAVD 88
 CW0260
 CW0260  VERT ORDER  -  FIRST     CLASS I
 CW0260
 CW0260.The horizontal coordinates were scaled from a topographic map and have
 CW0260.an estimated accuracy of +/- 6 seconds.
 CW0260
 CW0260.The orthometric height was determined by differential leveling
 CW0260.and adjusted by the National Geodetic Survey in June 1991..
 CW0260
 CW0260.The geoid height was determined by GEOID03.
 CW0260
 CW0260.The dynamic height is computed by dividing the NAVD 88
 CW0260.geopotential number by the normal gravity value computed on the
 CW0260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0260.degrees latitude (g = 980.6199 gals.).
 CW0260
 CW0260.The modeled gravity was interpolated from observed gravity values.
 CW0260
 CW0260;                    North         East    Units  Estimated Accuracy
 CW0260;SPC NM E     -   111,210.      140,540.      MT  (+/- 180 meters Scaled)
 CW0260
 CW0260                          SUPERSEDED SURVEY CONTROL
 CW0260
 CW0260  NGVD 29 (??/??/92) 1300.379  (m)         4266.33   (f) ADJ UNCH    1 1
 CW0260
 CW0260.Superseded values are not recommended for survey control.
 CW0260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0260.See file dsdata.txt to determine how the superseded data were derived.
 CW0260
 CW0260_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SER385408(NAD 83)
 CW0260_MARKER: DB = BENCH MARK DISK
 CW0260_SETTING: 66 = SET IN ROCK OUTCROP
 CW0260_SP_SET: ROCK OUTCROP
 CW0260_STAMPING: EDDY 1943
 CW0260_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CW0260+STABILITY: POSITION/ELEVATION WELL
 CW0260
 CW0260  HISTORY     - Date     Condition        Report By
 CW0260  HISTORY     - 1943     MONUMENTED       CGS
 CW0260  HISTORY     - 1958     GOOD             NGS
 CW0260  HISTORY     - 1977     GOOD             NGS
 CW0260
 CW0260                          STATION DESCRIPTION
 CW0260
 CW0260'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CW0260'18.5 MI NE FROM PINE SPRINGS TEXAS.
 CW0260'ABOUT 15.5 MILES NORTHEAST ALONG U. S. HIGHWAYS 62 AND 180 FROM THE
 CW0260'STATE HIGHWAY MAINTENANCE CAMP AT PINE SPRINGS, THENCE 2.6 MILES
 CW0260'NORTHWEST ALONG THE XT RANCH ROAD, THENCE 0.4 MILE EAST-NORTHEAST
 CW0260'ALONG OLD HIGHWAY 62, IN THE TOP OF A LIMESTONE ROCK OUTCROP, 28 FEET
 CW0260'NORTH-NORTHWEST OF THE CENTER LINE OF THE ROAD, ABOUT 1.0 MILE EAST OF
 CW0260'THE XT RANCH HOUSE, ABOUT LEVEL WITH THE ROAD AND FLUSH WITH THE
 CW0260'GROUND.
 CW0260
 CW0260                          STATION RECOVERY (1977)
 CW0260
 CW0260'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CW0260'15.5 MILES NORTHWEST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE
 CW0260'STATE HIGHWAY MAINTENANCE YARD AT PINE SPRINGS, THENCE 2.5 MILES
 CW0260'NORTHWEST ALONG THE XT RANCH ROAD, THENCE 0.45 MILE NORTHEAST
 CW0260'ALONG WHAT USED TO BE OLD HIGHWAY 62, SET IN TOP OF A LIMESTONE
 CW0260'ROCK OUTCROP, 34.5 FT. NORTHWEST OF THE CENTER LINE OF THE ROAD,
 CW0260'SURROUNDED BY LOOSE ROCKS.  NOTE-THIS MARK IS 0.8 MILE SOUTHWEST
 CW0260'OF BENCH MARK A 33.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0827 ***********************************************************************
 CW0827  DESIGNATION -  EDDY
 CW0827  PID         -  CW0827
 CW0827  STATE/COUNTY-  NM/EDDY
 CW0827  USGS QUAD   -  HOLT TANK (1978)
 CW0827
 CW0827                         *CURRENT SURVEY CONTROL
 CW0827  ___________________________________________________________________
 CW0827* NAD 83(1992)-  32 37 30.50142(N)    104 48 32.52460(W)     ADJUSTED  
 CW0827* NAVD 88     -      1300.94   (+/-2cm)    4268.2    (feet)  VERTCON   
 CW0827  ___________________________________________________________________
 CW0827  LAPLACE CORR-          -4.86  (seconds)                    DEFLEC99
 CW0827  GEOID HEIGHT-         -22.37  (meters)                     GEOID03
 CW0827
 CW0827  HORZ ORDER  -  SECOND
 CW0827  VERT ORDER  -  THIRD ? (See Below)
 CW0827
 CW0827.The horizontal coordinates were established by classical geodetic methods
 CW0827.and adjusted by the National Geodetic Survey in December 1993..
 CW0827
 CW0827.The NAVD 88 height was computed by applying the VERTCON shift value to
 CW0827.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CW0827.The vertical order pertains to the NGVD 29 superseded value.
 CW0827
 CW0827.The Laplace correction was computed from DEFLEC99 derived deflections.
 CW0827
 CW0827.The geoid height was determined by GEOID03.
 CW0827
 CW0827;                    North         East     Units Scale Factor Converg.
 CW0827;SPC NM E     -   180,284.770   120,360.990   MT  0.99993365   -0 15 23.3
 CW0827;SPC NM E     -   591,484.28    394,884.35   sFT  0.99993365   -0 15 23.3
 CW0827;SPC NM C     -   181,100.089   635,221.905   MT  1.00012540   +0 46 37.2
 CW0827;SPC NM C     -   594,159.21  2,084,057.20   sFT  1.00012540   +0 46 37.2
 CW0827;UTM  13      - 3,609,747.192   517,914.259   MT  0.99960396   +0 06 10.6
 CW0827
 CW0827!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CW0827!SPC NM E     -   0.99979930  x   0.99993365  =   0.99973296
 CW0827!SPC NM C     -   0.99979930  x   1.00012540  =   0.99992467
 CW0827!UTM  13      -   0.99979930  x   0.99960396  =   0.99940334
 CW0827
 CW0827:                Primary Azimuth Mark                     Grid Az
 CW0827:SPC NM E     -  EDDY AZ MK                               041 24 46.4
 CW0827:SPC NM C     -  EDDY AZ MK                               040 22 45.9
 CW0827:UTM  13      -  EDDY AZ MK                               041 03 12.5
 CW0827
 CW0827|---------------------------------------------------------------------|
 CW0827| PID    Reference Object                     Distance      Geod. Az  |
 CW0827|                                                           dddmmss.s |
 CW0827| CH9284 EDDY AZ MK                                         0410923.1 |
 CW0827| CH9285 EDDY RM 1                            12.054 METERS 09423     |
 CW0827| CH9286 EDDY RM 2                            10.350 METERS 16358     |
 CW0827|---------------------------------------------------------------------|
 CW0827
 CW0827                          SUPERSEDED SURVEY CONTROL
 CW0827
 CW0827  NAD 83(1986)-  32 37 30.50651(N)    104 48 32.52052(W) AD(       ) 2
 CW0827  NAD 27      -  32 37 30.12800(N)    104 48 30.62900(W) AD(       ) 2
 CW0827  NGVD 29 (07/19/86) 1300.37   (m)         4266.3    (f) LEVELING    3  
 CW0827
 CW0827.Superseded values are not recommended for survey control.
 CW0827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0827.See file dsdata.txt to determine how the superseded data were derived.
 CW0827
 CW0827_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES1791409747(NAD 83)
 CW0827_MARKER: DD = SURVEY DISK
 CW0827_SETTING: 66 = SET IN ROCK OUTCROP
 CW0827
 CW0827  HISTORY     - Date     Condition        Report By
 CW0827  HISTORY     - 1943     MONUMENTED       CGS
 CW0827
 CW0827                          STATION DESCRIPTION
 CW0827
 CW0827'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (EHB)
 CW0827'STATION IS LOCATED 14 MILES AIRLINE SSW OF HOPE, AND 29 MILES
 CW0827'AIRLINE SW OF ARTESIA, ON A BARE RIDGE BETWEEN TWO MAIN
 CW0827'WASHES ABOUT 0.5 MILE NE OF A SMALL RANCHHOUSE, AND ABOUT
 CW0827'0.15 MILE W OF THE GRADED ROAD.  A BRONZE STATION DISK SET IN
 CW0827'ROCK OUTCROP FLUSH WITH THE GROUND.  STAMPED EDDY 1943.
 CW0827'
 CW0827'REFERENCE MARK 1 IS E OF THE STATION.  A BRONZE REFERENCE
 CW0827'DISK SET IN ROCK OUTCROP FLUSH WITH THE GROUND, AND 1 FOOT
 CW0827'LOWER THAN THE STATION.  STAMPED EDDY NO 1 1943.
 CW0827'
 CW0827'REFERENCE MARK 2 IS SSE OF THE STATION.  A BRONZE REFERENCE
 CW0827'DISK SET IN A ROUND CONCRETE POST PROJECTING ABOUT 3 INCHES
 CW0827'ABOVE THE GROUND, AND IS 2 FEET LOWER THAN THE STATION.
 CW0827'STAMPED EDDY NO 2 1943.
 CW0827'
 CW0827'AZIMUTH MARK IS 0.3 MILE NE OF THE STATION ON A RIDGE 40 FEET
 CW0827'SW OF THE CENTER LINE OF A GRADED ROAD, AND 2 FEET W OF A 4-FOOT
 CW0827'ROCK MONUMENT.  A BRONZE AZIMUTH DISK SET IN ROCK OUTCROP 1 INCH
 CW0827'ABOVE THE SURFACE.  STAMPED EDDY 1943.
 CW0827'
 CW0827'TO REACH FROM THE POST OFFICE IN HOPE, GO W ON MAIN STREET
 CW0827'FOR 0.2 MILE TO THE JUNCTION OF A GRAVEL ROAD NEAR A CHURCH.
 CW0827'TURN LEFT AND FOLLOW GRAVELED ROAD S FOR 7.1 MILES TO A
 CW0827'BOARD GATE AT ROAD FORKS.  TAKE RIGHT FORK AND GO SW FOR 2.1
 CW0827'MILES TO A GATE AT FENCE CORNER.  PASS THROUGH GATE AND FOLLOW
 CW0827'MAIN-GRADED ROAD SW FOR 6.0 MILES TO THE TOP OF A RIDGE.  FROM
 CW0827'HERE PACK W UP RIDGE FOR ABOUT 0.15 MILE TO HIGHEST POINT AND
 CW0827'STATION.
 CW0827'
 CW0827'HEIGHT OF LIGHT ABOVE STATION MARK-1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0823 ***********************************************************************
 FO0823  DESIGNATION -  EDGE
 FO0823  PID         -  FO0823
 FO0823  STATE/COUNTY-  NM/BERNALILLO
 FO0823  USGS QUAD   -  LA MESITA NEGRA SE (1990)
 FO0823
 FO0823                         *CURRENT SURVEY CONTROL
 FO0823  ___________________________________________________________________
 FO0823* NAD 83(1992)-  35 03 58.89170(N)    106 46 56.89439(W)     ADJUSTED  
 FO0823* NAVD 88     -      1742.891  (meters)    5718.13   (feet)  ADJUSTED  
 FO0823  ___________________________________________________________________
 FO0823  LAPLACE CORR-          -1.33  (seconds)                    DEFLEC99
 FO0823  GEOID HEIGHT-         -21.50  (meters)                     GEOID03
 FO0823  DYNAMIC HT  -        1740.458 (meters)    5710.15  (feet)  COMP
 FO0823  MODELED GRAV-     979,176.8   (mgal)                       NAVD 88
 FO0823
 FO0823  HORZ ORDER  -  THIRD
 FO0823  VERT ORDER  -  FIRST     CLASS II
 FO0823
 FO0823.The horizontal coordinates were established by classical geodetic methods
 FO0823.and adjusted by the National Geodetic Survey in December 1993..
 FO0823
 FO0823.The orthometric height was determined by differential leveling
 FO0823.and adjusted by the National Geodetic Survey in June 1991..
 FO0823
 FO0823.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO0823
 FO0823.The geoid height was determined by GEOID03.
 FO0823
 FO0823.The dynamic height is computed by dividing the NAVD 88
 FO0823.geopotential number by the normal gravity value computed on the
 FO0823.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0823.degrees latitude (g = 980.6199 gals.).
 FO0823
 FO0823.The modeled gravity was interpolated from observed gravity values.
 FO0823
 FO0823;                    North         East     Units Scale Factor Converg.
 FO0823;SPC NM C     -   451,065.056   451,435.620   MT  0.99992906   -0 18 21.3
 FO0823;SPC NM C     - 1,479,869.27  1,481,085.03   sFT  0.99992906   -0 18 21.3
 FO0823;UTM  13      - 3,881,854.816   337,469.039   MT  0.99992557   -1 01 27.5
 FO0823
 FO0823!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO0823!SPC NM C     -   0.99972987  x   0.99992906  =   0.99965895
 FO0823!UTM  13      -   0.99972987  x   0.99992557  =   0.99965546
 FO0823
 FO0823:                Primary Azimuth Mark                     Grid Az
 FO0823:SPC NM C     -  SANDIA MTN TV STA KOAT MAST              061 37 40.6
 FO0823:UTM  13      -  SANDIA MTN TV STA KOAT MAST              062 20 46.8
 FO0823
 FO0823|---------------------------------------------------------------------|
 FO0823| PID    Reference Object                     Distance      Geod. Az  |
 FO0823|                                                           dddmmss.s |
 FO0823| FO1007 SANDIA MTN TV STA KOAT MAST         APPROX.34.4 KM 0611919.3 |
 FO0823| FO0824 EDGE RM 3                            13.693 METERS 13340     |
 FO0823| FO0822 EDGE AZ MK                                         2093043.1 |
 FO0823| CD3382 EDGE RM 1                            26.053 METERS 24900     |
 FO0823| FO1420 ALBUQUERQUE MTN ST TT CO TOWER       41.339 METERS 34131     |
 FO0823| CD3383 EDGE RM 2                            24.191 METERS 35130     |
 FO0823|---------------------------------------------------------------------|
 FO0823
 FO0823                          SUPERSEDED SURVEY CONTROL
 FO0823
 FO0823  NAD 83(1986)-  35 03 58.89676(N)    106 46 56.89574(W) AD(       ) 3
 FO0823  NAD 27      -  35 03 58.73044(N)    106 46 54.79385(W) AD(       ) 3
 FO0823  NGVD 29 (??/??/92) 1742.041  (m)         5715.35   (f) ADJ UNCH    1 2
 FO0823
 FO0823.Superseded values are not recommended for survey control.
 FO0823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0823.See file dsdata.txt to determine how the superseded data were derived.
 FO0823
 FO0823_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU3746981855(NAD 83)
 FO0823_MARKER: DS = TRIANGULATION STATION DISK
 FO0823_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FO0823_SP_SET: CONCRETE POST
 FO0823_STAMPING: EDGE 1958
 FO0823_MARK LOGO: CGS   
 FO0823_PROJECTION: FLUSH
 FO0823_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO0823+STABILITY: SURFACE MOTION
 FO0823
 FO0823  HISTORY     - Date     Condition        Report By
 FO0823  HISTORY     - 1958     MONUMENTED       CGS
 FO0823  HISTORY     - 1969     GOOD             CGS
 FO0823  HISTORY     - 1970     GOOD             NGS
 FO0823  HISTORY     - 1980     GOOD             NGS
 FO0823  HISTORY     - 1982     GOOD             NGS
 FO0823
 FO0823                          STATION DESCRIPTION
 FO0823
 FO0823'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RLE)
 FO0823'THE STATION IS LOCATED ABOUT 8 MILES WEST-SOUTHWEST OF
 FO0823'ALBUQUERQUE AND 136 FEET SOUTH-SOUTHEAST OF MOUNTAIN STATE
 FO0823'TELEPHONE AND TELEGRAPH CO. MICROWAVE TOWER.  IT IS 79 FEET
 FO0823'SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF A FENCE AND 25
 FO0823'FEET EAST OF THE CENTER OF A TRACK ROAD.  THE MARK PROJECTS
 FO0823'3 INCHES ABOVE THE SURFACE OF THE GROUND AND IS STAMPED
 FO0823'EDGE 1958.
 FO0823'
 FO0823'REFERENCE MARK NO. 1 IS 61 FEET WEST OF THE CENTER OF A TRACK
 FO0823'ROAD AND 4 FEET SOUTH OF A POWER LINE POLE.  THE MARK PROJECTS
 FO0823'2 INCHES ABOVE THE SURFACE OF THE GROUND AND IS STAMPED
 FO0823'EDGE NO 1 1958.
 FO0823'
 FO0823'REFERENCE MARK NO. 2 IS 8 FEET WEST OF THE CENTER OF A TRACK
 FO0823'ROAD, 2 FEET SOUTHWEST OF THE SOUTHEAST CORNER OF A FENCE
 FO0823'AND 1 FOOT SOUTH OF A FENCE.  THE MARK PROJECTS 4 INCHES
 FO0823'ABOVE THE SURFACE OF THE GROUND AND IS STAMPED EDGE NO 2 1958.
 FO0823'
 FO0823'AZIMUTH MARK IS 89 FEET NORTH-NORTHWEST OF THE CENTER OF THE
 FO0823'WEST BOUND U.S. HIGHWAY 66, 3 FEET WEST OF A POWER LINE POLE
 FO0823'AND 2 FEET EAST OF A WITNESS POST.  THE MARK PROJECTS 12
 FO0823'INCHES ABOVE THE SURFACE OF THE GROUND AND IS STAMPED EDGE
 FO0823'1958.
 FO0823'
 FO0823'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 448 AND U.S.
 FO0823'HIGHWAY 66 AT THE WEST EDGE OF ALBUQUERQUE, GO WEST ON U.S.
 FO0823'HIGHWAY 66 FOR 4.3 MILES TO THE TOP OF MESA (MONTES STAR
 FO0823'TRUCK STOP ON THE RIGHT) AND A TRACK ROAD RIGHT, TURN RIGHT AND
 FO0823'GO 0.15 MILE TO MOUNTAIN STATE TELEPHONE AND TELEGRAPH CO.
 FO0823'MICROWAVE TOWER AND STATION AS DESCRIBED.
 FO0823'
 FO0823'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON TRACK
 FO0823'ROAD FOR 0.15 MILE TO U.S. HIGHWAY 66, TURN RIGHT ON U.S.
 FO0823'HIGHWAY 66 AND GO 0.15 MILE TO THE AZIMUTH MARK ON THE RIGHT
 FO0823'AS DESCRIBED.
 FO0823'
 FO0823'HEIGHT OF LIGHT ABOVE STATION MARK 1.4 METERS.
 FO0823
 FO0823                          STATION RECOVERY (1969)
 FO0823
 FO0823'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JLC)
 FO0823'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH
 FO0823'MARK WERE RECOVERED IN GOOD CONDITION.  NO TOWER COULD BE
 FO0823'BUILT OVER THE STATION MARK DUE TO A TEMPORARY OVERHEAD POWER
 FO0823'LINES.  REFERENCE MARK 3 WAS ESTABLISHED AT THIS TIME AND
 FO0823'OBSERVATIONS WERE MADE FROM THIS POINT.  FOLLOWING IS A NEW
 FO0823'DESCRIPTION.
 FO0823'
 FO0823'THE STATION IS LOCATED ABOUT 7-3/4 MILES WEST-SOUTHWEST OF
 FO0823'THE CENTER OF ALBUQUERQUE AND 0.1 MILE SOUTH OF INTERSTATE
 FO0823'HIGHWAY 40.
 FO0823'
 FO0823'TO REACH THE STATION FROM THE JUNCTION OF NORTH COORS ROAD
 FO0823'(STATE HIGHWAY 448) AND U.S. HIGHWAY 66 IN THE WEST EDGE OF
 FO0823'ALBUQUERQUE, GO WEST ON U.S. HIGHWAY 66 FOR 4.3 MILES TO A
 FO0823'SIDE ROAD RIGHT JUST AFTER PASSING THE ANGELS VIEW TRUCK
 FO0823'STOP.  TURN RIGHT AND GO NORTH ON A DIRT ROAD FOR 0.15 MILE
 FO0823'TO THE MOUNTAIN STATE TELEPHONE AND TELEGRAPH MICROWAVE
 FO0823'TOWER AND THE STATION.
 FO0823'
 FO0823'THE STATION MARK IS A STANDARD DISK STAMPED EDGE 1958, SET
 FO0823'IN THE TOP OF A 6-INCH SQUARE CONCRETE MONUMENT FLUSH WITH
 FO0823'THE GROUND.  IT IS 136 FEET SOUTH-SOUTHEAST OF THE MICROWAVE
 FO0823'TOWER,* 85 FEET EAST-NORTHEAST OF POWER LINE POLE NO. 10, 81 FEET
 FO0823'SOUTH-SOUTHWEST OF THE SOUTHEAST CORNER OF A FENCE, 17
 FO0823'FEET EAST OF THE CENTER OF A TRACK ROAD AND 0.7 OF A FOOT
 FO0823'NORTH-NORTHEAST OF A METAL WITNESS POST. * DISTANCE
 FO0823'TAKEN FROM THE 1958 DESCRIPTION.
 FO0823'
 FO0823'REFERENCE MARK 1 IS A STANDARD DISK STAMPED EDGE NO 1 1958,
 FO0823'SET IN THE TOP OF A 6-INCH SQUARE CONCRETE MONUMENT WHICH
 FO0823'PROJECTS 1 INCH ABOVE THE GROUND.  IT IS 61 FEET WEST OF
 FO0823'THE CENTER OF THE TRACK ROAD AND 4 FEET SOUTH OF POWER LINE
 FO0823'POLE NO. 10.
 FO0823'
 FO0823'REFERENCE MARK 2 IS A STANDARD DISK STAMPED EDGE NO 2 1958,
 FO0823'SET IN THE TOP OF A 6-INCH SQUARE CONCRETE MONUMENT WHICH
 FO0823'PROJECTS 7 INCHES ABOVE THE GROUND.  IT IS 9 FEET WEST OF THE
 FO0823'CENTER OF THE TRACK ROAD, 1.3 FEET SOUTH OF THE CHAIN LINK
 FO0823'FENCE AND 1 FOOT SOUTHWEST OF THE SOUTHEAST FENCE CORNER.
 FO0823'
 FO0823'REFERENCE MARK 3 IS A STANDARD DISK STAMPED EDGE 1958 NO 3
 FO0823'1969, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 FO0823'FLUSH WITH THE GROUND.  IT IS 113 FEET EAST OF POWER LINE POLE
 FO0823'NO. 10, 51 FEET EAST OF THE CENTER OF THE TRACK ROAD AND 44.6
 FO0823'FEET SOUTHEAST OF THE METAL WITNESS POST.
 FO0823'
 FO0823'THE AZIMUTH MARK IS A STANDARD DISK STAMPED EDGE 1958, SET
 FO0823'IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 FO0823'3 INCHES ABOVE THE GROUND.  IT IS 88 FEET NORTH OF THE CENTER
 FO0823'OF THE WEST BOUND LANES OF U.S. HIGHWAY 66, 3.3 FEET WEST
 FO0823'OF POWER LINE POLE NO. 1XBL100, 2 FEET EAST OF A WOODEN
 FO0823'WITNESS POST AND 1.5 FEET WEST OF A METAL WITNESS POST.
 FO0823'
 FO0823'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON THE
 FO0823'DIRT ROAD FOR 0.15 MILE TO U.S. HIGHWAY 66.  TURN RIGHT AND
 FO0823'GO WEST ON HIGHWAY 66 FOR 0.15 MILE TO THE MARK ON THE RIGHT.
 FO0823
 FO0823                          STATION RECOVERY (1970)
 FO0823
 FO0823'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (JVT)
 FO0823'THE STATION MARK, REFERENCE MARKS 1, 2, AND 3, WERE RECOVERED
 FO0823'AS DESCRIBED IN THE 1969 DESCRIPTION, WHICH IS ADEQUATE FOR
 FO0823'RECOVERY.
 FO0823'
 FO0823'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 7-3/4 MILES
 FO0823'WEST-SOUTHWEST OF ALBUQUERQUE
 FO0823
 FO0823                          STATION RECOVERY (1980)
 FO0823
 FO0823'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 FO0823'STATION RECOVERED AND ALL MARKS ARE IN GOOD CONDITION.  DISTANCE AND
 FO0823'DIRECTION TO REFERENCE MARKS COMPARED FAVORABLY WITH PREVIOUS DATA.
 FO0823'
 FO0823'STATION IS REACHED FROM THE JUNCTION OF NORTH COORS ROAD AND CENTRAL
 FO0823'AVENUE, U.S. HIGHWAY 66.  GO WEST ON U.S. HIGHWAY 66 FOR 4.2 MILES TO
 FO0823'THE ANGEL VIEW TRUCK STOP ON RIGHT, CONTINUE ON HIGHWAY FOR 0.05 MILE
 FO0823'TO A TRACK ROAD ON RIGHT.  AZIMUTH MARK IS 0.15 MILE WEST OF THIS
 FO0823'POINT, ON NORTH SIDE OF HIGHWAY.  TURN RIGHT AND GO NORTH ON THE
 FO0823'TRACK ROAD, TOWARD A MICROWAVE MAST, FOR 0.15 MILE TO A FORK AND
 FO0823'STATION ON RIGHT.
 FO0823'
 FO0823'STATION IS A STANDARD DISK, STAMPED---EDGE 1958---SET IN TOP OF A
 FO0823'SQUARE CONCRETE MONUMENT FLUSH WITH GROUND, 84.6 FEET EAST-NORTHEAST
 FO0823'OF A POWER LINE POLE NO 10, 15 FEET EAST OF CENTER OF THE TRACK ROAD,
 FO0823'1 FOOT NORTH OF A METAL WITNESS POST.
 FO0823'
 FO0823'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED---EDGE NO 1 1958---SET
 FO0823'IN TOP OF A SQUARE CONCRETE MONUMENT PROJECTING 1 INCH, 49 FEET WEST
 FO0823'OF CENTER OF A TRACK ROAD, 6 FEET EAST OF CENTER OF A TRACK ROAD, 4
 FO0823'FEET SOUTH OF POWER LINE POLE NO 10.
 FO0823'
 FO0823'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED---EDGE NO 2 1958---SET
 FO0823'IN TOP OF A SQUARE CONCRETE MONUMENT PROJECTING 8 INCHES, 8 FEET WEST
 FO0823'OF CENTER OF A TRACK ROAD, 2.1 FEET SOUTHWEST OF THE SOUTHEAST CORNER
 FO0823'POST OF A CHAIN LINK FENCE SURROUNDING A MICROWAVE TOWER.
 FO0823'
 FO0823'REFERENCE MARK 3 IS A STANDARD REFERENCE MARK DISK, STAMPED---EDGE
 FO0823'1958 NO 3 1969---SET IN TOP OF A ROUND CONCRETE MONUMENT PROJECTING
 FO0823'1 INCH, 51 FEET EAST OF CENTER OF A TRACK ROAD, 113 FEET EAST OF THE
 FO0823'POWER LINE POLE NO 10, 44.5 FEET SOUTHEAST OF A METAL WITNESS POST.
 FO0823'
 FO0823'AZIMUTH MARK IS A STANDARD DISK, STAMPED---EDGE 1958---SET IN TOP
 FO0823'OF A SQUARE CONCRETE MONUMENT PROJECTING 6 INCHES, 88 FEET NORTH OF
 FO0823'CENTER OF WESTBOUND LANE OF U.S. HIGHWAY 66, 2.9 FEET WEST OF A POWER
 FO0823'LINE POLE, 1.5 FEET WEST OF A METAL WITNESS POST.
 FO0823
 FO0823                          STATION RECOVERY (1982)
 FO0823
 FO0823'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FO0823'9.6 KM (6.0 MI) SW FROM ALBUQUERQUE.
 FO0823'8.9 KM (5.55 MI) SOUTHWESTERLY ALONG INTERSTATE HIGHWAY 40 FROM ITS
 FO0823'JUNCTION WITH STATE HIGHWAY 448 AT THE NORTHWEST EDGE OF ALBUQUERQUE,
 FO0823'THENCE 0.4 KM (0.25 MI) EAST ALONG U. S.  HIGHWAY 66 (CENTRAL AVENUE
 FO0823'WEST) THENCE 0.3 KM (0.2 MI) NORTH ALONG A TRACK ROAD LEADING TO A
 FO0823'MICROWAVE TOWER, 25.9 METERS (85.0 FT) EAST OF UTILITY POLE NUMBER 10,
 FO0823'24.7 METERS (81.0 FT) SOUTH OF THE SOUTHEAST CORNER OF A CHAIN LINK
 FO0823'FENCE, 13.7 METERS (44.9 FT) NORTHWEST OF REFERENCE MARK 3 AND 5.2
 FO0823'METERS (17.1 FT) EAST OF THE CENTER OF THE ROAD.
 FO0823'THE MARK IS 0.6 METERS  W FROM A WITNESS POST.
 FO0823'THE MARK IS 0.6 M ABOVE THE TRACK ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ1078 ***********************************************************************
 EQ1078  DESIGNATION -  EDGE
 EQ1078  PID         -  EQ1078
 EQ1078  STATE/COUNTY-  NM/CIBOLA
 EQ1078  USGS QUAD   -  NORTH PASTURE (1961)
 EQ1078
 EQ1078                         *CURRENT SURVEY CONTROL
 EQ1078  ___________________________________________________________________
 EQ1078* NAD 83(1992)-  34 45 08.81316(N)    107 54 26.30874(W)     ADJUSTED  
 EQ1078* NAVD 88     -      2490.2    (meters)    8170.     (feet)  VERTCON   
 EQ1078  ___________________________________________________________________
 EQ1078  LAPLACE CORR-           3.39  (seconds)                    DEFLEC99
 EQ1078  GEOID HEIGHT-         -20.77  (meters)                     GEOID03
 EQ1078
 EQ1078  HORZ ORDER  -  THIRD
 EQ1078
 EQ1078.The horizontal coordinates were established by classical geodetic methods
 EQ1078.and adjusted by the National Geodetic Survey in December 1993..
 EQ1078
 EQ1078.The NAVD 88 height was computed by applying the VERTCON shift value to
 EQ1078.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EQ1078
 EQ1078.The Laplace correction was computed from DEFLEC99 derived deflections.
 EQ1078
 EQ1078.The geoid height was determined by GEOID03.
 EQ1078
 EQ1078;                    North         East     Units Scale Factor Converg.
 EQ1078;SPC NM W     -   416,123.401   823,227.279   MT  0.99991723   -0 02 31.8
 EQ1078;SPC NM W     - 1,365,231.52  2,700,871.50   sFT  0.99991723   -0 02 31.8
 EQ1078;UTM  13      - 3,849,441.924   233,866.521   MT  1.00047306   -1 39 29.6
 EQ1078
 EQ1078!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EQ1078!SPC NM W     -   0.99961252  x   0.99991723  =   0.99952978
 EQ1078!UTM  13      -   0.99961252  x   1.00047306  =   1.00008540
 EQ1078
 EQ1078:                Primary Azimuth Mark                     Grid Az
 EQ1078:SPC NM W     -  BOLOGNA                                  046 11 54.8
 EQ1078:UTM  13      -  BOLOGNA                                  047 48 52.6
 EQ1078
 EQ1078|---------------------------------------------------------------------|
 EQ1078| PID    Reference Object                     Distance      Geod. Az  |
 EQ1078|                                                           dddmmss.s |
 EQ1078| EQ1073 BOLOGNA                             APPROX. 8.1 KM 0460923.0 |
 EQ1078|---------------------------------------------------------------------|
 EQ1078
 EQ1078                          SUPERSEDED SURVEY CONTROL
 EQ1078
 EQ1078  NAD 83(1986)-  34 45 08.81491(N)    107 54 26.30769(W) AD(       ) 3
 EQ1078  NGVD 29 (04/24/90) 2489.1    (m)         8166.     (f) VERT ANG       
 EQ1078
 EQ1078.Superseded values are not recommended for survey control.
 EQ1078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ1078.See file dsdata.txt to determine how the superseded data were derived.
 EQ1078
 EQ1078_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBU3386749442(NAD 83)
 EQ1078_MARKER: DS = TRIANGULATION STATION DISK
 EQ1078_SETTING: 0 = UNSPECIFIED SETTING
 EQ1078_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EQ1078
 EQ1078  HISTORY     - Date     Condition        Report By
 EQ1078  HISTORY     - 1959     MONUMENTED       USGS
 EQ1078
 EQ1078                          STATION DESCRIPTION
 EQ1078
 EQ1078'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 EQ1078'LOCATED ABOUT 25.0 MI. (AIRLINE) S. OF U.S. HIGHWAY 66 AND ABOUT 4.0
 EQ1078'MI. (AIRLINE) E. OF STATE ROAD NO. 117.  ON THE W. EDGE OF A LARGE
 EQ1078'MESA ABOUT 4.0 MI. (AIRLINE) W. OF A PROMINENT TREE COVERED TOP KNOWN
 EQ1078'LOCALLY AS BRUSH MTN.  THERE IS A HIGHER TOP S.
 EQ1078'
 EQ1078'TO REACH FROM POST OFFICE AT GRANTS, NEW MEXICO, GO SE. ON U.S.
 EQ1078'HIGHWAY 66 12.1 MI. TO AN ASPHALT RD., TURN RIGHT ON ASPHALT RD. AND
 EQ1078'GO 1.4 MI. TO A GRADED RD., TURN RIGHT (S.) AND GO 12.7 MI. ON GRADED
 EQ1078'RD. TO A CROSSROAD JUST N. OF THE ACOMA INDIAN PUEBLO, TURN RIGHT
 EQ1078'(W.), GO 12.9 MI. ALONG ACOMA CREEK TO THE HEAD OF SPIDER CANYON
 EQ1078'AND A THREE WAY RD. FORK, TAKE MIDDLE FORK, GO 0.9 MI. TO A GATE,
 EQ1078'PASS THRU GATE, GO 5.1 MI. ALONG MAIN TRAVELED RD. TO A RD. FORK,
 EQ1078'TAKE RIGHT FORK 1.7 MI. TO A WINDMILL KNOWN LOCALLY AS BRUSH MTN.
 EQ1078'WINDMILL, CONTINUE STRAIGHT AHEAD 0.5 MI. TO A RD. FORK, TAKE RIGHT
 EQ1078'FORK 1.5 MI. TO A CAMP SITE, CONTINUE STRAIGHT AHEAD 0.5 MI. TO A
 EQ1078'GATE, PASS THRU GATE, GO 1.9 MI. TO AN OLD CAMP SITE, TURN LEFT (S.),
 EQ1078'GO 0.2 MI. TO A DRY LAKE, GO OVER LAKE ON A DIM TRAIL S. 1.0 MI. TO
 EQ1078'AN OLD INDIAN CAMP, CONTINUE S. ON DIM BLAZED RD. 0.7 MI. TO GATE
 EQ1078'AND END OF TRUCK TRAVEL.  PACK S. FROM RIM TO HIGHEST PART OF FIRST
 EQ1078'TOP AND STATION SITE.
 EQ1078'
 EQ1078'STATION MARK--A STANDARD TABLET STAMPED---EDGE 1959---, CEMENTED IN
 EQ1078'SOLID ROCK.
 EQ1078'
 EQ1078'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0822 ***********************************************************************
 FO0822  DESIGNATION -  EDGE AZ MK
 FO0822  PID         -  FO0822
 FO0822  STATE/COUNTY-  NM/BERNALILLO
 FO0822  USGS QUAD   -  LA MESITA NEGRA SE (1990)
 FO0822
 FO0822                         *CURRENT SURVEY CONTROL
 FO0822  ___________________________________________________________________
 FO0822* NAD 83(1986)-  35 03 46.     (N)    106 47 04.     (W)     SCALED    
 FO0822* NAVD 88     -      1741.629  (meters)    5713.99   (feet)  ADJUSTED  
 FO0822  ___________________________________________________________________
 FO0822  GEOID HEIGHT-         -21.50  (meters)                     GEOID03
 FO0822  DYNAMIC HT  -        1739.197 (meters)    5706.02  (feet)  COMP
 FO0822  MODELED GRAV-     979,176.7   (mgal)                       NAVD 88
 FO0822
 FO0822  VERT ORDER  -  FIRST     CLASS II
 FO0822
 FO0822.The horizontal coordinates were scaled from a topographic map and have
 FO0822.an estimated accuracy of +/- 6 seconds.
 FO0822
 FO0822.The orthometric height was determined by differential leveling
 FO0822.and adjusted by the National Geodetic Survey in June 1991..
 FO0822
 FO0822.The geoid height was determined by GEOID03.
 FO0822
 FO0822.The dynamic height is computed by dividing the NAVD 88
 FO0822.geopotential number by the normal gravity value computed on the
 FO0822.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0822.degrees latitude (g = 980.6199 gals.).
 FO0822
 FO0822.The modeled gravity was interpolated from observed gravity values.
 FO0822
 FO0822;                    North         East    Units  Estimated Accuracy
 FO0822;SPC NM C     -   450,670.      451,250.      MT  (+/- 180 meters Scaled)
 FO0822
 FO0822                          SUPERSEDED SURVEY CONTROL
 FO0822
 FO0822  NGVD 29 (??/??/92) 1740.779  (m)         5711.21   (f) ADJ UNCH    1 2
 FO0822
 FO0822.Superseded values are not recommended for survey control.
 FO0822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0822.See file dsdata.txt to determine how the superseded data were derived.
 FO0822
 FO0822_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU372814(NAD 83)
 FO0822_MARKER: DZ = AZIMUTH MARK DISK
 FO0822_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FO0822_SP_SET: CONCRETE POST
 FO0822_STAMPING: EDGE 1958
 FO0822_MARK LOGO: CGS   
 FO0822_PROJECTION: PROJECTING 10 CENTIMETERS
 FO0822_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO0822+STABILITY: SURFACE MOTION
 FO0822
 FO0822  HISTORY     - Date     Condition        Report By
 FO0822  HISTORY     - 1958     MONUMENTED       CGS
 FO0822  HISTORY     - 1982     GOOD             NGS
 FO0822  HISTORY     - 20050206 GOOD             GEOCAC
 FO0822
 FO0822                          STATION DESCRIPTION
 FO0822
 FO0822'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FO0822'9.4 KM (5.85 MI) SW FROM ALBUQUERQUE.
 FO0822'8.9 KM (5.55 MI) SOUTHWESTERLY ALONG INTERSTATE HIGHWAY 40 FROM ITS
 FO0822'JUNCTION WITH STATE HIGHWAY 448 AT THE NORTHWEST EDGE OF ALBUQUERQUE,
 FO0822'THENCE 0.3 KM (0.2 MI) SOUTHEAST ALONG A PAVED ROAD, THENCE 0.2 KM
 FO0822'(0.1 MI) EAST ALONG U. S. HIGHWAY 66 (CENTRAL AVENUE WEST), 27.1
 FO0822'METERS (88.9 FT) NORTH OF THE CENTERLINE OF THE WEST BOUND LANES OF
 FO0822'THE HIGHWAY AND 1.0 METER (3.3 FT) WEST OF UTILITY POLE NUMBER
 FO0822'1XBL100.
 FO0822'THE MARK IS 0.6 METERS  E FROM A WITNESS POST.
 FO0822'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
 FO0822
 FO0822                          STATION RECOVERY (2005)
 FO0822
 FO0822'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 FO0822'NEW COORDINATES ARE
 FO0822'N35 03.823
 FO0822'W106 47.058
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0824 ***********************************************************************
 FO0824  DESIGNATION -  EDGE RM 3
 FO0824  PID         -  FO0824
 FO0824  STATE/COUNTY-  NM/BERNALILLO
 FO0824  USGS QUAD   -  LA MESITA NEGRA SE (1990)
 FO0824
 FO0824                         *CURRENT SURVEY CONTROL
 FO0824  ___________________________________________________________________
 FO0824* NAD 83(1992)-  35 03 58.58493(N)    106 46 56.50344(W)     ADJUSTED  
 FO0824* NAVD 88     -      1742.856  (meters)    5718.02   (feet)  ADJUSTED  
 FO0824  ___________________________________________________________________
 FO0824  LAPLACE CORR-          -1.33  (seconds)                    DEFLEC99
 FO0824  GEOID HEIGHT-         -21.50  (meters)                     GEOID03
 FO0824  DYNAMIC HT  -        1740.423 (meters)    5710.04  (feet)  COMP
 FO0824  MODELED GRAV-     979,176.7   (mgal)                       NAVD 88
 FO0824
 FO0824  HORZ ORDER  -  FIRST
 FO0824  VERT ORDER  -  FIRST     CLASS II
 FO0824
 FO0824.The horizontal coordinates were established by classical geodetic methods
 FO0824.and adjusted by the National Geodetic Survey in December 1993..
 FO0824
 FO0824.The orthometric height was determined by differential leveling
 FO0824.and adjusted by the National Geodetic Survey in June 1991..
 FO0824
 FO0824.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO0824
 FO0824.The geoid height was determined by GEOID03.
 FO0824
 FO0824.The dynamic height is computed by dividing the NAVD 88
 FO0824.geopotential number by the normal gravity value computed on the
 FO0824.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0824.degrees latitude (g = 980.6199 gals.).
 FO0824
 FO0824.The modeled gravity was interpolated from observed gravity values.
 FO0824
 FO0824;                    North         East     Units Scale Factor Converg.
 FO0824;SPC NM C     -   451,055.550   451,445.474   MT  0.99992905   -0 18 21.1
 FO0824;SPC NM C     - 1,479,838.08  1,481,117.36   sFT  0.99992905   -0 18 21.1
 FO0824;UTM  13      - 3,881,845.187   337,478.773   MT  0.99992553   -1 01 27.2
 FO0824
 FO0824!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO0824!SPC NM C     -   0.99972988  x   0.99992905  =   0.99965895
 FO0824!UTM  13      -   0.99972988  x   0.99992553  =   0.99965543
 FO0824
 FO0824:                Primary Azimuth Mark                     Grid Az
 FO0824:SPC NM C     -  EDGE AZ MK                               212 05 47.4
 FO0824:UTM  13      -  EDGE AZ MK                               212 48 53.5
 FO0824
 FO0824|---------------------------------------------------------------------|
 FO0824| PID    Reference Object                     Distance      Geod. Az  |
 FO0824|                                                           dddmmss.s |
 FO0824| FO0822 EDGE AZ MK                                         2114726.3 |
 FO0824| CD3382 EDGE RM 1                            34.257 METERS 27013     |
 FO0824| FO0823 EDGE                                 13.693 METERS 31340     |
 FO0824|---------------------------------------------------------------------|
 FO0824
 FO0824                          SUPERSEDED SURVEY CONTROL
 FO0824
 FO0824  NAD 83(1986)-  35 03 58.58997(N)    106 46 56.50476(W) AD(       ) 1
 FO0824  NAD 27      -  35 03 58.42365(N)    106 46 54.40292(W) AD(       ) 1
 FO0824  NGVD 29 (??/??/92) 1742.006  (m)         5715.23   (f) ADJ UNCH    1 2
 FO0824
 FO0824.Superseded values are not recommended for survey control.
 FO0824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0824.See file dsdata.txt to determine how the superseded data were derived.
 FO0824
 FO0824_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU3747981845(NAD 83)
 FO0824_MARKER: DR = REFERENCE MARK DISK
 FO0824_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FO0824_SP_SET: CONCRETE POST
 FO0824_STAMPING: EDGE 1958 NO 3 1969
 FO0824_MARK LOGO: CGS   
 FO0824_PROJECTION: FLUSH
 FO0824_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO0824+STABILITY: SURFACE MOTION
 FO0824
 FO0824  HISTORY     - Date     Condition        Report By
 FO0824  HISTORY     - 1969     MONUMENTED       CGS
 FO0824  HISTORY     - 1970     GOOD             NGS
 FO0824  HISTORY     - 1983     GOOD             NGS
 FO0824  HISTORY     - 20060205 GOOD             GEOCAC
 FO0824
 FO0824                          STATION DESCRIPTION
 FO0824
 FO0824'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JLC)
 FO0824'THE STATION IS LOCATED ABOUT 7-3/4 MILES WEST-SOUTHWEST OF THE
 FO0824'CENTER OF ALBUQUERQUE AND 0.1 MILE SOUTH OF INTERSTATE HIGHWAY
 FO0824'40.
 FO0824'
 FO0824'TO REACH THE STATION FROM THE JUNCTION OF NORTH COORS ROAD
 FO0824'(STATE HIGHWAY 448) AND U.S. HIGHWAY 66 IN THE WEST EDGE OF
 FO0824'ALBUQUERQUE, GO WEST ON U.S. HIGHWAY 66 FOR 4.3 MILES TO A
 FO0824'SIDE ROAD RIGHT JUST AFTER PASSING THE ANGELS VIEW TRUCK STOP.
 FO0824'TURN RIGHT AND GO NORTH ON A DIRT ROAD FOR 0.15 MILE TO THE
 FO0824'STATION ON THE RIGHT.
 FO0824'
 FO0824'THE STATION MARK IS A STANDARD REFERENCE MARK DISK STAMPED EDGE
 FO0824'1958 NO 3 1969, SET IN THE TOP OF A 12-INCH CYLINDRICAL
 FO0824'CONCRETE MONUMENT FLUSH WITH THE GROUND.  IT IS 113 FEET EAST
 FO0824'OF POWER LINE POLE NO. 10, 51 FEET EAST OF THE CENTER OF THE
 FO0824'TRACK ROAD AND 44.6 FEET SOUTHEAST OF A METAL WITNESS POST.
 FO0824'
 FO0824'REFERENCE MARK 1 IS A STANDARD DISK STAMPED EDGE NO 1 1958, SET
 FO0824'IN THE TOP OF A 6-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 FO0824'1 INCH ABOVE THE GROUND.  IT IS 61 FEET WEST OF THE CENTER OF THE
 FO0824'TRACK ROAD AND 4 FEET SOUTH OF POWER LINE POLE NO. 10.
 FO0824'
 FO0824'EDGE 1958 IS A STANDARD STATION MARK DISK STAMPED EDGE 1958, SET
 FO0824'IN THE TOP OF A 6-INCH SQUARE CONCRETE MONUMENT FLUSH WITH THE
 FO0824'GROUND.  IT IS 136 FEET SOUTH-SOUTHEAST OF A MICROWAVE TOWER,
 FO0824'85 FEET EAST-NORTHEAST OF POWER LINE POLE NO. 10, 81 FEET
 FO0824'SOUTH-SOUTHWEST OF THE SOUTHEAST CORNER OF A FENCE, 17 FEET
 FO0824'EAST OF THE CENTER OF THE TRACK ROAD AND 0.7 OF A FOOT
 FO0824'NORTH-NORTHEAST OF A METAL WITNESS POST.
 FO0824'
 FO0824'THE AZIMUTH MARK IS A STANDARD DISK STAMPED EDGE 1958, SET IN
 FO0824'THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 FO0824'3 INCHES ABOVE THE GROUND.  IT IS 88 FEET NORTH OF THE CENTER
 FO0824'OF THE WEST BOUND LANES OF U.S. HIGHWAY 66, 3.3 FEET WEST OF
 FO0824'POWER LINE POLE NO. 1XBL100, 2 FEET EAST OF A WOODEN WITNESS
 FO0824'POST AND 1.5 FEET WEST OF A METAL WITNESS POST.
 FO0824'
 FO0824'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON THE
 FO0824'DIRT ROAD FOR 0.15 MILE TO U.S. HIGHWAY 66.  TURN RIGHT AND GO
 FO0824'WEST ON HIGHWAY 66 FOR 0.15 MILE TO THE MARK ON THE RIGHT.
 FO0824'
 FO0824'HEIGHT OF LIGHT ABOVE STATION MARK 22.4 METERS.
 FO0824
 FO0824                          STATION RECOVERY (1970)
 FO0824
 FO0824'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (JVT)
 FO0824'THE STATION MARK AND REFERENCE MARKS (AS LISTED) WERE RECOVERED
 FO0824'AS DESCRIBED IN THE 1969 DESCRIPTION, WHICH IS ADEQUATE FOR
 FO0824'RECOVERY.  THE AZIMUTH MARK WAS NOT SEARCHED FOR.
 FO0824'
 FO0824'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 7-3/4 MILES
 FO0824'WEST-SOUTHWEST OF ALBUQUERQUE
 FO0824
 FO0824                          STATION RECOVERY (1983)
 FO0824
 FO0824'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FO0824'9.6 KM (6.0 MI) SW FROM ALBUQUERQUE.
 FO0824'8.9 KM (5.55 MI) SOUTHWESTERLY ALONG INTERSTATE HIGHWAY 40 FROM ITS
 FO0824'JUNCTION WITH STATE HIGHWAY 448 AT THE NORTHWEST EDGE OF ALBUQUERQUE,
 FO0824'THENCE 0.4 KM (0.25 MI) EAST ALONG U. S. HIGHWAY 66 (CENTRAL AVENUE
 FO0824'WEST), THENCE 0.3 KM (0.2 MI) NORTH ALONG A TRACK ROAD LEADING TO A
 FO0824'MICROWAVE TOWER, 34.4 METERS (112.9 FT) EAST OF A UTILITY POLE NUMBER
 FO0824'10 AND 15.5 METERS (50.9 FT) EAST OF THE CENTER OF THE ROAD.
 FO0824'THE MARK IS 13.6 METERS  SE FROM A WITNESS POST.
 FO0824
 FO0824                          STATION RECOVERY (2006)
 FO0824
 FO0824'RECOVERY NOTE BY GEOCACHING 2006 (BMC)
 FO0824'HANDHELD COORDINATES ARE
 FO0824'35 03.977N
 FO0824'106 46.941W
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0685 ***********************************************************************
 GM0685  DESIGNATION -  EDNA
 GM0685  PID         -  GM0685
 GM0685  STATE/COUNTY-  NM/HARDING
 GM0685  USGS QUAD   -  SPEAR HILLS (1974)
 GM0685
 GM0685                         *CURRENT SURVEY CONTROL
 GM0685  ___________________________________________________________________
 GM0685* NAD 83(1992)-  36 11 53.70308(N)    104 12 19.02220(W)     ADJUSTED  
 GM0685* NAVD 88     -      1903.0    (meters)    6243.     (feet)  VERTCON   
 GM0685  ___________________________________________________________________
 GM0685  LAPLACE CORR-          -0.31  (seconds)                    DEFLEC99
 GM0685  GEOID HEIGHT-         -19.07  (meters)                     GEOID03
 GM0685
 GM0685  HORZ ORDER  -  FIRST
 GM0685
 GM0685.The horizontal coordinates were established by classical geodetic methods
 GM0685.and adjusted by the National Geodetic Survey in December 1993..
 GM0685
 GM0685.The NAVD 88 height was computed by applying the VERTCON shift value to
 GM0685.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GM0685
 GM0685.The Laplace correction was computed from DEFLEC99 derived deflections.
 GM0685
 GM0685.The geoid height was determined by GEOID03.
 GM0685
 GM0685;                    North         East     Units Scale Factor Converg.
 GM0685;SPC NM E     -   576,521.613   176,515.395   MT  0.99991072   +0 04 32.2
 GM0685;SPC NM E     - 1,891,471.33    579,117.59   sFT  0.99991072   +0 04 32.2
 GM0685;UTM  13      - 4,006,230.378   571,446.867   MT  0.99966289   +0 28 09.7
 GM0685
 GM0685!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GM0685!SPC NM E     -   0.99970441  x   0.99991072  =   0.99961516
 GM0685!UTM  13      -   0.99970441  x   0.99966289  =   0.99936740
 GM0685
 GM0685:                Primary Azimuth Mark                     Grid Az
 GM0685:SPC NM E     -  EDNA AZ MK                               001 14 14.0
 GM0685:UTM  13      -  EDNA AZ MK                               000 50 36.5
 GM0685
 GM0685|---------------------------------------------------------------------|
 GM0685| PID    Reference Object                     Distance      Geod. Az  |
 GM0685|                                                           dddmmss.s |
 GM0685| CM8017 EDNA AZ MK                                         0011846.2 |
 GM0685| CM8018 EDNA RM 1                            18.700 METERS 02126     |
 GM0685| CM8019 EDNA RM 2                            20.125 METERS 16136     |
 GM0685|---------------------------------------------------------------------|
 GM0685
 GM0685                          SUPERSEDED SURVEY CONTROL
 GM0685
 GM0685  NAD 83(1986)-  36 11 53.71157(N)    104 12 19.01954(W) AD(       ) 1
 GM0685  NAD 27      -  36 11 53.60230(N)    104 12 17.09660(W) AD(       ) 1
 GM0685  NGVD 29 (07/19/86) 1902.2    (m)         6241.     (f) VERT ANG       
 GM0685
 GM0685.Superseded values are not recommended for survey control.
 GM0685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0685.See file dsdata.txt to determine how the superseded data were derived.
 GM0685
 GM0685_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEA7144706230(NAD 83)
 GM0685_MARKER: DS = TRIANGULATION STATION DISK
 GM0685_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GM0685
 GM0685  HISTORY     - Date     Condition        Report By
 GM0685  HISTORY     - 1960     MONUMENTED       CGS
 GM0685
 GM0685                          STATION DESCRIPTION
 GM0685
 GM0685'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (HWK)
 GM0685'THE STATION IS APPROXIMATELY 17 MILES NORTH OF ROY, 3 MILES
 GM0685'EAST OF STATE HIGHWAY 39, 1-1/2 MILES SOUTH OF THE COLFAX-HARDING
 GM0685'COUNTY LINE, IN THE NORTHEAST QUARTER OF SECTION 30, T 23 N,
 GM0685'R 26 E, AND ON PROPERTY OWNED BY THE FEDERAL GOVERNMENT AND
 GM0685'LEASED BY MR. ROBERT MAIN.
 GM0685'
 GM0685'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS
 GM0685'39 AND 120 IN ROY, GO NORTHERLY ON HIGHWAY 39 FOR 10.5 MILES
 GM0685'TO A GRAVEL ROAD ON THE LEFT LEADING TO MILLS.  CONTINUE
 GM0685'NORTHERLY ON HIGHWAY 39 FOR 9.3 MILES TO RANCH BUILDINGS ON
 GM0685'THE RIGHT AT THE COLFAX-HARDING COUNTY LINE, CONTINUE NORTHERLY
 GM0685'ON HIGHWAY 39 FOR 1.0 MILE TO A SIDE ROAD ON THE RIGHT.  TURN
 GM0685'RIGHT, EAST, ON A GRADED ROAD FOR 2.0 MILES TO A CROSSROAD.
 GM0685'TURN RIGHT, SOUTH, ON GRADED ROAD FOR 2.0 MILES TO A CATTLE
 GM0685'GUARD.  CROSS CATTLE GUARD AND TURN LEFT, EAST, ON BLADED
 GM0685'ROAD ALONG THE SOUTH SIDE FENCE FOR 1.0 MILE TO A WIRE GATE
 GM0685'AND TWO WINDMILLS.  (THE AZIMUTH MARK IS IN THE FENCE
 GM0685'CORNER 85.5 FEET SOUTHEAST OF THE CENTER OF THE WIRE GATE.)
 GM0685'TURN RIGHT, SOUTH, ALONG THE WEST SIDE OF THE FENCE FOR
 GM0685'0.45 MILE TO THE TOP OF THE RIDGE AND THE STATION.
 GM0685'
 GM0685'STATION MARKS ARE STANDARD DISKS STAMPED EDNA 1960.  THE SURFACE
 GM0685'DISK IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.
 GM0685'IT IS 166 FEET SOUTHEAST OF A POWER POLE, 45 FEET EAST OF A
 GM0685'POWER LINE, 22.5 FEET WEST OF THE FENCE AND 2.5 SOUTH OF A METAL
 GM0685'WITNESS POST.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS
 GM0685'OF CONCRETE 30 INCHES BELOW THE SURFACE OF THE GROUND.
 GM0685'
 GM0685'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED EDNA NO 1 1960, IS
 GM0685'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 5 INCHES.  IT IS
 GM0685'122 FEET SOUTHEAST OF THE POWER POLE AND 0.5 FOOT WEST OF THE
 GM0685'FENCE.
 GM0685'
 GM0685'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED EDNA NO 2 1960,
 GM0685'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT
 GM0685'IS 0.5 FOOT WEST OF THE FENCE.
 GM0685'
 GM0685'AZIMUTH MARK, A STANDARD DISK STAMPED EDNA 1960, IS SET IN A
 GM0685'SQUARE CONCRETE POST WHICH PROJECTS 5 INCHES.  IT IS 2 FEET
 GM0685'SOUTHEAST OF A METAL WITNESS POST AND 2 FEET SOUTHWEST OF A
 GM0685'CORNER FENCE POST.
 GM0685'
 GM0685'NOTE--REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
 GM0685'
 GM0685'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1251 ***********************************************************************
 FO1251  DESIGNATION -  EDUCATION
 FO1251  PID         -  FO1251
 FO1251  STATE/COUNTY-  NM/BERNALILLO
 FO1251  USGS QUAD   -  ALBUQUERQUE EAST (1990)
 FO1251
 FO1251                         *CURRENT SURVEY CONTROL
 FO1251  ___________________________________________________________________
 FO1251* NAD 83(1992)-  35 05 09.02434(N)    106 37 11.63579(W)     ADJUSTED  
 FO1251* NAVD 88     -      1574.     (meters)    5164.     (feet)  SCALED    
 FO1251  ___________________________________________________________________
 FO1251  LAPLACE CORR-           7.48  (seconds)                    DEFLEC99
 FO1251  GEOID HEIGHT-         -21.20  (meters)                     GEOID03
 FO1251
 FO1251  HORZ ORDER  -  SECOND
 FO1251
 FO1251.The horizontal coordinates were established by classical geodetic methods
 FO1251.and adjusted by the National Geodetic Survey in December 1993..
 FO1251
 FO1251.The orthometric height was scaled from a topographic map.
 FO1251
 FO1251.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1251
 FO1251.The geoid height was determined by GEOID03.
 FO1251
 FO1251;                    North         East     Units Scale Factor Converg.
 FO1251;SPC NM C     -   453,159.064   466,271.208   MT  0.99991402   -0 12 45.4
 FO1251;SPC NM C     - 1,486,739.36  1,529,758.12   sFT  0.99991402   -0 12 45.4
 FO1251;UTM  13      - 3,883,762.570   352,329.357   MT  0.99986876   -0 55 52.6
 FO1251
 FO1251!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1251!SPC NM C     -   0.99975635  x   0.99991402  =   0.99967039
 FO1251!UTM  13      -   0.99975635  x   0.99986876  =   0.99962514
 FO1251
 FO1251                          SUPERSEDED SURVEY CONTROL
 FO1251
 FO1251  NAD 83(1986)-  35 05 09.02994(N)    106 37 11.63704(W) AD(       ) 2
 FO1251  NAD 27      -  35 05 08.86244(N)    106 37 09.54792(W) AD(       ) 2
 FO1251
 FO1251.Superseded values are not recommended for survey control.
 FO1251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1251.See file dsdata.txt to determine how the superseded data were derived.
 FO1251
 FO1251_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU5232983763(NAD 83)
 FO1251_MARKER: DD = SURVEY DISK
 FO1251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FO1251_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FO1251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO1251+STABILITY: SURFACE MOTION
 FO1251_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FO1251+SATELLITE: SATELLITE OBSERVATIONS - September 17, 2004
 FO1251
 FO1251  HISTORY     - Date     Condition        Report By
 FO1251  HISTORY     - 1969     MONUMENTED       CGS
 FO1251  HISTORY     - 20040917 GOOD             GEOCAC
 FO1251
 FO1251                          STATION DESCRIPTION
 FO1251
 FO1251'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JLC)
 FO1251'THE STATION IS LOCATED ON THE GROUNDS OF THE UNIVERSITY OF
 FO1251'NEW MEXICO AT 1915 ROMA AVENUE NE IN ALBUQUERQUE.
 FO1251'
 FO1251'THE STATION IS A UNIVERSITY OF NEW MEXICO SURVEY DISK STAMPED
 FO1251'EDUCATION, SET IN THE TOP OF AN 18-INCH SQUARE CONCRETE
 FO1251'MONUMENT WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS 39
 FO1251'FEET EAST OF THE CENTER OF A PARKING LOT ENTRANCE, 32 FEET
 FO1251'SOUTH OF THE CENTER OF ROMA AVENUE NE, 16.7 FEET EAST OF THE
 FO1251'NORTHWEST CORNER OF A CONCRETE WALL AND 2.5 FEET NORTH OF
 FO1251'THE CONCRETE WALL.
 FO1251'
 FO1251'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 FO1251'UNIVERSITY THE DISTANCE BEING 43.631 METERS, (143.15 FEET).
 FO1251
 FO1251                          STATION RECOVERY (2004)
 FO1251
 FO1251'RECOVERY NOTE BY GEOCACHING 2004 (BMC)
 FO1251'STATION RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION OF LOCATION
 FO1251'FOLLOWS.  EDUCATION IS 4 FEET SE FROM THE CORNER OF THE CONCRETE
 FO1251'WALKING-PATH AT THE NW CORNER OF THE EDUCATION BUILDING.  THE MARK IS
 FO1251'1 FOOT BELOW GROUND LEVEL, IN A PLASTIC TUBE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0497 ***********************************************************************
 GM0497  DESIGNATION -  EE 31
 GM0497  PID         -  GM0497
 GM0497  STATE/COUNTY-  NM/TAOS
 GM0497  USGS QUAD   -  PETACA PEAK (1995)
 GM0497
 GM0497                         *CURRENT SURVEY CONTROL
 GM0497  ___________________________________________________________________
 GM0497* NAD 83(1986)-  36 31 13.     (N)    105 54 50.     (W)     SCALED    
 GM0497* NAVD 88     -      2353.571  (meters)    7721.67   (feet)  ADJUSTED  
 GM0497  ___________________________________________________________________
 GM0497  GEOID HEIGHT-         -17.71  (meters)                     GEOID03
 GM0497  DYNAMIC HT  -        2350.278 (meters)    7710.87  (feet)  COMP
 GM0497  MODELED GRAV-     979,148.1   (mgal)                       NAVD 88
 GM0497
 GM0497  VERT ORDER  -  FIRST     CLASS II
 GM0497
 GM0497.The horizontal coordinates were scaled from a topographic map and have
 GM0497.an estimated accuracy of +/- 6 seconds.
 GM0497
 GM0497.The orthometric height was determined by differential leveling
 GM0497.and adjusted by the National Geodetic Survey in June 1991..
 GM0497
 GM0497.The geoid height was determined by GEOID03.
 GM0497
 GM0497.The dynamic height is computed by dividing the NAVD 88
 GM0497.geopotential number by the normal gravity value computed on the
 GM0497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GM0497.degrees latitude (g = 980.6199 gals.).
 GM0497
 GM0497.The modeled gravity was interpolated from observed gravity values.
 GM0497
 GM0497;                    North         East    Units  Estimated Accuracy
 GM0497;SPC NM C     -   612,290.      530,100.      MT  (+/- 180 meters Scaled)
 GM0497
 GM0497                          SUPERSEDED SURVEY CONTROL
 GM0497
 GM0497  NGVD 29 (??/??/92) 2352.327  (m)         7717.59   (f) ADJ UNCH    1 2
 GM0497
 GM0497.Superseded values are not recommended for survey control.
 GM0497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0497.See file dsdata.txt to determine how the superseded data were derived.
 GM0497
 GM0497_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDA181420(NAD 83)
 GM0497_MARKER: DB = BENCH MARK DISK
 GM0497_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GM0497_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GM0497_STAMPING: 7717.593 EE 31 1933
 GM0497_MARK LOGO: CGS   
 GM0497_PROJECTION: PROJECTING 15 CENTIMETERS
 GM0497_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GM0497+STABILITY: SURFACE MOTION
 GM0497
 GM0497  HISTORY     - Date     Condition        Report By
 GM0497  HISTORY     - 1933     MONUMENTED       CGS
 GM0497  HISTORY     - 1963     GOOD             USGS
 GM0497  HISTORY     - 1984     GOOD             NGS
 GM0497
 GM0497                          STATION DESCRIPTION
 GM0497
 GM0497'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 GM0497'9.65 MI SE FROM TRES PIEDRAS.
 GM0497'ABOUT 9.0 MILES S. AND SE OF TRES PIEDRAS, N. MEX.  ABOUT 9.0 MILES
 GM0497'SOUTH AND SOUTHEAST ALONG US HWY. 385 FROM THE JCT. OF US HWY. 285 AND
 GM0497'STATE HWY. 111 AT TRES PIEDRAS, THENCE ABOUT 0.35 MILES EAST ALONG A
 GM0497'PRIVATE ROAD TO A ROAD FORK SE, THENCE ABOUT 0.3 MILES SOUTHEAST ALONG
 GM0497'ROAD TO BEND IN ROAD NORTHEAST, THENCE TURN EAST 220 FT. TO ABANDONED
 GM0497'RAILROAD GRADE AT ROAD CROSSING-- ABOUT 202 FT. NW ALONG ABANDONED
 GM0497'RAILROAD GRADE FROM CENTERLINE OF CROSSING AND 19 FT. WEST OF THE
 GM0497'CENTERLINE OF THE GRADE.  A STANDARD DISK, STAMPED 7717.593 EE 31 1933
 GM0497'AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 6 INCHES ABOVE
 GM0497'GROUND.
 GM0497
 GM0497                          STATION RECOVERY (1984)
 GM0497
 GM0497'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GM0497'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  15.9 KM
 GM0497'(9.9 MI) NORTHERLY ALONG U.S. HIGHWAY 285 FROM ITS JUNCTION WITH STATE
 GM0497'HIGHWAY 96 IN TAOS JUNCTION, THENCE 1.2 KM (0.75 MI) NORTH ALONG A
 GM0497'DIRT ROAD, THENCE 0.7 KM (0.45 MI) NORTHWEST ALONG A TRACK ROAD, 67.1
 GM0497'M (220.1 FT) NORTHWEST OF THE CENTER OF A TRACK ROAD LEADING
 GM0497'NORTHEAST, 48.5 M (159.1 FT) NORTHEAST OF THE CENTER OF THE ROAD, AND
 GM0497'5.7 M (18.7 FT) SOUTHWEST OF THE CENTER OF AN OLD RAILROAD BED.
 GM0497'NOTE=THE DISK IS STAMPED EE 31 1933 7717.593 AND NOT EE 31 1933
 GM0497'7795.259.
 GM0497'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 GM0497'THE MARK IS 0.3 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0855 ***********************************************************************
 CV0855  DESIGNATION -  EIDSON
 CV0855  PID         -  CV0855
 CV0855  STATE/COUNTY-  NM/LEA
 CV0855  USGS QUAD   -  LOVINGTON NW (1985)
 CV0855
 CV0855                         *CURRENT SURVEY CONTROL
 CV0855  ___________________________________________________________________
 CV0855* NAD 83(1992)-  32 52 59.79261(N)    103 24 45.62366(W)     ADJUSTED  
 CV0855* NAVD 88     -      1218.1    (meters)    3996.     (feet)  VERTCON   
 CV0855  ___________________________________________________________________
 CV0855  LAPLACE CORR-           1.24  (seconds)                    DEFLEC99
 CV0855  GEOID HEIGHT-         -21.78  (meters)                     GEOID03
 CV0855
 CV0855  HORZ ORDER  -  SECOND
 CV0855
 CV0855.The horizontal coordinates were established by classical geodetic methods
 CV0855.and adjusted by the National Geodetic Survey in December 1993..
 CV0855
 CV0855.The NAVD 88 height was computed by applying the VERTCON shift value to
 CV0855.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CV0855
 CV0855.The Laplace correction was computed from DEFLEC99 derived deflections.
 CV0855
 CV0855.The geoid height was determined by GEOID03.
 CV0855
 CV0855;                    North         East     Units Scale Factor Converg.
 CV0855;SPC NM E     -   209,185.404   251,145.460   MT  1.00000056   +0 29 59.6
 CV0855;SPC NM E     -   686,302.45    823,966.40   sFT  1.00000056   +0 29 59.6
 CV0855;UTM  13      - 3,639,463.877   648,484.252   MT  0.99987186   +0 51 43.1
 CV0855
 CV0855!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CV0855!SPC NM E     -   0.99981220  x   1.00000056  =   0.99981276
 CV0855!UTM  13      -   0.99981220  x   0.99987186  =   0.99968409
 CV0855
 CV0855|---------------------------------------------------------------------|
 CV0855| PID    Reference Object                     Distance      Geod. Az  |
 CV0855|                                                           dddmmss.s |
 CV0855| CH9288 EIDSON RM 1                          47.665 METERS 01154     |
 CV0855| CH9287 EIDSON AZ MK                                       0415030.7 |
 CV0855| CH9289 EIDSON RM 2                          50.899 METERS 11808     |
 CV0855|---------------------------------------------------------------------|
 CV0855
 CV0855                          SUPERSEDED SURVEY CONTROL
 CV0855
 CV0855  NAD 83(1986)-  32 52 59.80575(N)    103 24 45.61932(W) AD(       ) 2
 CV0855  NAD 27      -  32 52 59.34800(N)    103 24 43.83400(W) AD(       ) 2
 CV0855  NGVD 29 (07/19/86) 1217.7    (m)         3995.     (f) VERT ANG       
 CV0855
 CV0855.Superseded values are not recommended for survey control.
 CV0855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0855.See file dsdata.txt to determine how the superseded data were derived.
 CV0855
 CV0855_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFS4848439464(NAD 83)
 CV0855_MARKER: DS = TRIANGULATION STATION DISK
 CV0855_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0855_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CV0855+SATELLITE: SATELLITE OBSERVATIONS - February 18, 2004
 CV0855
 CV0855  HISTORY     - Date     Condition        Report By
 CV0855  HISTORY     - 1935     MONUMENTED       CGS
 CV0855  HISTORY     - 1944     GOOD             CGS
 CV0855  HISTORY     - 1959     GOOD             LOCENG
 CV0855  HISTORY     - 20040218 GOOD             INDIV
 CV0855
 CV0855                          STATION DESCRIPTION
 CV0855
 CV0855'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 CV0855'ABOUT 7 MILES SOUTHWEST OF LOVINGTON, 1-1/2 MILES SOUTH-SOUTHWEST
 CV0855'OF THE RANCH OCCUPIED BY OSCAR WOOD, ON THE HIGHEST POINT
 CV0855'OF A SMALL HILL, ON PASTURE LAND WHICH IS PARTLY OWNED BY
 CV0855'MILLARD EIDSON OF LOVINGTON, IN THE NW 1/4 SEC. 36. T. 16 S.,
 CV0855'R. 35 E.  TO REACH THE STATION FROM FAIRWEATHER HOTEL IN
 CV0855'LOVINGTON, GO WEST 2.2 MILES ON STATE HIGHWAY 83, TURN LEFT AND
 CV0855'GO SOUTH 1.0 MILE ON GRADED ROAD TO CROSSROADS, TURN RIGHT,
 CV0855'CROSS CATTLE GUARD, GO WEST ON TRACK ROAD ON NORTH SIDE OF
 CV0855'FENCE 1.0 MILE, TURN LEFT, CROSS CATTLE GUARD, GO SOUTH ON
 CV0855'TRACK ROAD ON EAST SIDE OF FENCE 1.5 MILES, TAKE RIGHT FORK
 CV0855'(MAIN ROAD) AND GO 0.8 MILE, ENTER GATE, TURN RIGHT AND GO
 CV0855'TO HOUSE OCCUPIED BY OSCAR WOOD, PASS THROUGH GATE IN A
 CV0855'NORTH-SOUTH FENCE AT A POINT 40 YARDS SOUTH OF THE HOUSE, GO
 CV0855'SOUTH ALONG THE WEST SIDE OF A FENCE 0.35 MILE, TURN RIGHT
 CV0855'AND GO WEST ALONG NORTH SIDE OF EAST-WEST FENCE 0.4 MILE.
 CV0855'THE AZIMUTH MARK IS 10 FEET WEST OF THE GATE.  PASS
 CV0855'THROUGH GATE AND GO SOUTHWEST ACROSS COUNTRY 0.8 MILE TO
 CV0855'TOP OF HILL AND STATION SITE.  THE SURFACE, UNDERGROUND,
 CV0855'REFERENCE AND AZIMUTH MARKS ARE STANDARD DISKS SET IN
 CV0855'CONCRETE.  REFERENCE
 CV0855'MARK NO. 1 IS 156.38 FEET FROM THE STATION N 11 DEG 54 MIN E
 CV0855'AND NO. 2 IS 166.99 FEET FROM STATION S 61 DEG 52 MIN E.
 CV0855'THE AZIMUTH MARK IS 0.7 MILE FROM
 CV0855'STATION N 41 DEG 51 MIN E.
 CV0855
 CV0855                          STATION RECOVERY (1944)
 CV0855
 CV0855'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (HJB)
 CV0855'STATION AND MARKS RECOVERED IN GOOD CONDITION.  DESCRIPTION
 CV0855'SHOULD BE CHANGED TO READ AS FOLLOWS--
 CV0855'
 CV0855'FROM THE INTERSECTION OF STATE HIGHWAYS 83 AND 16 IN LOVINGTON,
 CV0855'GO W ON STATE HIGHWAY 83 FOR 1.0 MILE, TURN S, LEFT, ON DIRT
 CV0855'ROAD FOR 1.0 MILE, TURN RIGHT, W, GO 1.0 MILE, TURN LEFT,
 CV0855'S, FOR 1.0 MILE TO A CATTLE GUARD, PASS OVER GUARD, CONTINUE
 CV0855'S ON THE DIRT ROAD FOR 1.0 MILE, TURN RIGHT, W, ON TO THE
 CV0855'TRACK ROAD, GO 0.3 MILE TO A GATE AND CATTLE GUARD, PASS
 CV0855'THROUGH GATE AND CONTINUE W FOR 0.5 MILE TO A FARMHOUSE, PASS
 CV0855'THROUGH GATE IN A N-S FENCE AT A POINT ABOUT 40 YARDS S OF THE
 CV0855'FARMHOUSE, FOLLOW THE FENCE LINE S, KEEPING TO THE W OF THE
 CV0855'FENCE FOR 0.35 MILE TO THE FENCE INTERSECTION, TURN RIGHT,
 CV0855'W, GO 0.55 MILE TO A GATE AND THE AZIMUTH MARK, PASS THROUGH
 CV0855'GATE AND GO SW ACROSS COUNTRY FOR 0.9 MILE TO THE TOP OF A
 CV0855'LOW RIDGE AND THE STATION.  A NUMBER OF LOOSE LIMESTONE
 CV0855'BOULDERS ARE LYING ABOUT THE STATION MARK AND WILL ASSIST
 CV0855'IN FUTURE RECOVERY.
 CV0855
 CV0855                          STATION RECOVERY (1959)
 CV0855
 CV0855'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1959 (RP)
 CV0855'RECOVERED BY EMPIRE GEO INC.
 CV0855'
 CV0855'STATION AND ALL MARKS IN EXCELLENT CONDITION.
 CV0855'
 CV0855'THE STATION IS LOCATED 1.3 MILES WEST OF INTERSECTION OF
 CV0855'STATE ROADS 83 AND 18, ON COUNTY ROAD.  1 MILE SOUTH, 1 MILE
 CV0855'WEST, AND 2.5 MILES SOUTH.  THRU GATE AT THE END OF THIS
 CV0855'ROAD WHICH IS IN THE SOUTHEAST CORNER OF THE NORTHEAST QUARTER
 CV0855'OF SECTION 30.  FOLLOW FEED ROAD LEADING IN SOUTHWEST DIRECTION
 CV0855'TO WINDMILL AND DIRT TANKS, TAKE ANOTHER ROAD LEADING TO
 CV0855'THE NORTHWEST 3,320 FEET TO THE STATION.
 CV0855'
 CV0855'THE AZIMUTH MARK IS AT GATE IN SOUTHEAST CORNER OF NORTHEAST
 CV0855'QUARTER OF SECTION 30, TURN WEST ON EAST-WEST FENCE LINE FOR
 CV0855'1.0 MILE.  AZIMUTH LOCATED ON TOWNSHIP LINE AT QUARTER SECTION
 CV0855'MARK BETWEEN SECTION 30, T 16, R 36 AND SEC. 25, T 16, R 35.
 CV0855
 CV0855                          STATION RECOVERY (2004)
 CV0855
 CV0855'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (RB)
 CV0855'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1440 ***********************************************************************
 GL1440  DESIGNATION -  EKLUND
 GL1440  PID         -  GL1440
 GL1440  STATE/COUNTY-  NM/UNION
 GL1440  USGS QUAD   -  RABBIT EAR MOUNTAIN (1972)
 GL1440
 GL1440                         *CURRENT SURVEY CONTROL
 GL1440  ___________________________________________________________________
 GL1440* NAD 83(1992)-  36 31 24.45139(N)    103 10 14.70586(W)     ADJUSTED  
 GL1440* NAVD 88     -      1620.5    (meters)    5317.     (feet)  VERTCON   
 GL1440  ___________________________________________________________________
 GL1440  LAPLACE CORR-          -7.26  (seconds)                    DEFLEC99
 GL1440  GEOID HEIGHT-         -21.98  (meters)                     GEOID03
 GL1440
 GL1440  HORZ ORDER  -  FIRST
 GL1440
 GL1440.The horizontal coordinates were established by classical geodetic methods
 GL1440.and adjusted by the National Geodetic Survey in December 1993..
 GL1440
 GL1440.The NAVD 88 height was computed by applying the VERTCON shift value to
 GL1440.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GL1440
 GL1440.The Laplace correction was computed from DEFLEC99 derived deflections.
 GL1440
 GL1440.The geoid height was determined by GEOID03.
 GL1440
 GL1440;                    North         East     Units Scale Factor Converg.
 GL1440;SPC NM E     -   613,226.376   269,118.184   MT  1.00004261   +0 41 31.1
 GL1440;SPC NM E     - 2,011,893.54    882,931.91   sFT  1.00004261   +0 41 31.1
 GL1440;SPC TX N     - 1,281,229.291    50,353.283   MT  1.00009709   -0 58 05.7
 GL1440;SPC TX N     - 4,203,499.77    165,200.73   sFT  1.00009709   -0 58 05.7
 GL1440;SPC OK N     -   181,363.769   137,121.716   MT  0.99996466   -3 03 05.4
 GL1440;SPC OK N     -   595,024.30    449,873.50   sFT  0.99996466   -3 03 05.4
 GL1440;UTM  13      - 4,043,566.500   663,777.579   MT  0.99993048   +1 05 20.1
 GL1440
 GL1440!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GL1440!SPC NM E     -   0.99974919  x   1.00004261  =   0.99979179
 GL1440!SPC TX N     -   0.99974919  x   1.00009709  =   0.99984625
 GL1440!SPC OK N     -   0.99974919  x   0.99996466  =   0.99971386
 GL1440!UTM  13      -   0.99974919  x   0.99993048  =   0.99967968
 GL1440
 GL1440|---------------------------------------------------------------------|
 GL1440| PID    Reference Object                     Distance      Geod. Az  |
 GL1440|                                                           dddmmss.s |
 GL1440| CM8023 EKLUND RM 1                          38.240 METERS 01711     |
 GL1440| GL1455 TEXLINE W TEX UTIL CO WATER TK      APPROX.21.1 KM 1410847.9 |
 GL1440| GL1467 CLAYTON MUNICIPAL TANK              APPROX. 8.6 KM 1880949.5 |
 GL1440| CM8024 EKLUND RM 2                          62.270 METERS 25629     |
 GL1440|---------------------------------------------------------------------|
 GL1440
 GL1440                          SUPERSEDED SURVEY CONTROL
 GL1440
 GL1440  NAD 83(1986)-  36 31 24.46165(N)    103 10 14.70050(W) AD(       ) 1
 GL1440  NAD 27      -  36 31 24.37100(N)    103 10 12.93000(W) AD(       ) 1
 GL1440  NGVD 29 (07/19/86) 1619.8    (m)         5314.     (f) VERT ANG       
 GL1440
 GL1440.Superseded values are not recommended for survey control.
 GL1440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1440.See file dsdata.txt to determine how the superseded data were derived.
 GL1440
 GL1440_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA6377843566(NAD 83)
 GL1440_MARKER: DS = TRIANGULATION STATION DISK
 GL1440_SETTING: 66 = SET IN ROCK OUTCROP
 GL1440
 GL1440  HISTORY     - Date     Condition        Report By
 GL1440  HISTORY     - 1931     MONUMENTED       CGS
 GL1440
 GL1440                          STATION DESCRIPTION
 GL1440
 GL1440'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (CIA)
 GL1440'STATION IS ABOUT 6 MILES N OF CLAYTON, ON HIGHEST POINT OF
 GL1440'TWO ROCKY BUTTES ON TOP OF A BIG MESA ON THE EKLUND RANCH.
 GL1440'A TELEPHONE LINE CROSSES THE BUTTE IN A N-S DIRECTION.
 GL1440'
 GL1440'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET
 GL1440'IN DRILL HOLES IN OUTCROPPING BEDROCK.
 GL1440'
 GL1440'REFERENCE MARK NO. 1 IS 38.24 METERS (125.5 FEET) (SLOPE
 GL1440'DISTANCE) FROM STATION N 17 DEG 11 MIN E.  REFERENCE
 GL1440'MARK NO. 2 IS 62.27 METERS (204.3 FEET) (SLOPE DISTANCE)
 GL1440'FROM STATION S 76 DEG 29 MIN W.
 GL1440'
 GL1440'BEARINGS FROM STATION ARE--TEXLINE, WEST TEXAS UTILITIES
 GL1440'COMPANY, WATER TANK, S 38 DEG 51 MIN E.  CLAYTON, MUNICIPAL
 GL1440'WATER TANK (SILVER), S 8 DEG 10 MIN W.
 GL1440'
 GL1440'STATION IS REACHED FROM CLAYTON BY GOING E ON MAIN STREET ONE
 GL1440'BLOCK BEYOND END OF PAVEMENT, THEN LEFT AND AROUND END OF
 GL1440'GROUP OF SHEDS AND ACROSS NEW RAILROAD TRACK, THROUGH GATES
 GL1440'IN SHEEP LOT ONTO ROAD ALONG TELEPHONE LINE.  CONTINUE ALONG
 GL1440'THIS ROAD KEEPING TO MAIN-TRAVELED TRACK 5.1 MILES FROM SHEEP
 GL1440'LOT, TO POINT JUST BEFORE REACHING DITCH ACROSS MAIN TRACK
 GL1440'AND A LONE TREE WHERE A ROAD LEADS OFF TO LEFT AND UP ONTO
 GL1440'THE MESA.  FOLLOW THIS ROAD, KEEPING ON LEFT SIDE OF DITCH TO
 GL1440'END OF TRACK AT SMALL SNED, WINDMILL, POND, AND CATTLE PENS.
 GL1440'GO THROUGH GATE AT NE CORNER OF PENS AT SMALL SHED AND BEAR
 GL1440'SE ACROSS PASTURE TO HIGHEST POINT OF BUTTE.  IN WET
 GL1440'WEATHER GO E 3-1/2 MILES FROM CLAYTON ON STATE HIGHWAY 18
 GL1440'TO GATE ON LEFT, THROUGH GATE AND 1.4 MILES TO ROAD LEADING
 GL1440'N TO SMALL LONE TREE MENTIONED ABOVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0435 ***********************************************************************
 ER0435  DESIGNATION -  EL CASO
 ER0435  PID         -  ER0435
 ER0435  STATE/COUNTY-  NM/CATRON
 ER0435  USGS QUAD   -  SLAUGHTER MESA (1981)
 ER0435
 ER0435                         *CURRENT SURVEY CONTROL
 ER0435  ___________________________________________________________________
 ER0435* NAD 83(1992)-  34 06 11.39066(N)    108 29 43.39306(W)     ADJUSTED  
 ER0435* NAVD 88     -      2698.     (meters)    8852.     (feet)  SCALED    
 ER0435  ___________________________________________________________________
 ER0435  LAPLACE CORR-           1.68  (seconds)                    DEFLEC99
 ER0435  GEOID HEIGHT-         -21.59  (meters)                     GEOID03
 ER0435
 ER0435  HORZ ORDER  -  THIRD
 ER0435
 ER0435.The horizontal coordinates were established by classical geodetic methods
 ER0435.and adjusted by the National Geodetic Survey in December 1993..
 ER0435
 ER0435.The orthometric height was scaled from a topographic map.
 ER0435
 ER0435.The Laplace correction was computed from DEFLEC99 derived deflections.
 ER0435
 ER0435.The geoid height was determined by GEOID03.
 ER0435
 ER0435;                    North         East     Units Scale Factor Converg.
 ER0435;SPC NM W     -   344,299.624   768,914.938   MT  0.99996265   -0 22 16.4
 ER0435;SPC NM W     - 1,129,589.68  2,522,681.76   sFT  0.99996265   -0 22 16.4
 ER0435;UTM  12      - 3,776,427.172   731,043.137   MT  1.00025808   +1 24 17.7
 ER0435
 ER0435!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ER0435!SPC NM W     -   0.99958001  x   0.99996265  =   0.99954268
 ER0435!UTM  12      -   0.99958001  x   1.00025808  =   0.99983798
 ER0435
 ER0435:                Primary Azimuth Mark                     Grid Az
 ER0435:SPC NM W     -  PINON                                    015 22 17.4
 ER0435:UTM  12      -  PINON                                    013 35 43.3
 ER0435
 ER0435|---------------------------------------------------------------------|
 ER0435| PID    Reference Object                     Distance      Geod. Az  |
 ER0435|                                                           dddmmss.s |
 ER0435| ER0436 PINON                               APPROX.10.8 KM 0150001.0 |
 ER0435|---------------------------------------------------------------------|
 ER0435
 ER0435                          SUPERSEDED SURVEY CONTROL
 ER0435
 ER0435  NAD 83(1992)-  34 06 11.39368(N)    108 29 43.39243(W) AD(       ) 3
 ER0435  NAD 83(1986)-  34 06 11.39266(N)    108 29 43.39647(W) AD(       ) 3
 ER0435  NAD 27      -  34 06 11.17868(N)    108 29 41.18558(W) AD(       ) 3
 ER0435
 ER0435.Superseded values are not recommended for survey control.
 ER0435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0435.See file dsdata.txt to determine how the superseded data were derived.
 ER0435
 ER0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYC3104376427(NAD 83)
 ER0435_MARKER: DD = SURVEY DISK
 ER0435_SETTING: 80 = SET IN A BOULDER
 ER0435_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0435+STABILITY: SURFACE MOTION
 ER0435
 ER0435  HISTORY     - Date     Condition        Report By
 ER0435  HISTORY     - 1935     MONUMENTED       USFS
 ER0435
 ER0435                          STATION DESCRIPTION
 ER0435
 ER0435'DESCRIBED BY US FOREST SERVICE 1935 (LBM)
 ER0435'UNDER THE CENTER OF U.S. FOREST SERVICE STEEL LOOKOUT TOWER
 ER0435'ON TOP OF A FLAT RIDGE, IN SECTION 27, T. 2 S., R. 16 W.  TO
 ER0435'REACH THE STATION FROM JEWETT RANGER STATION, TAKE THE ROAD
 ER0435'NORTHEASTERLY APPROXIMATELY 13 MILES TO TELEPHONE LINE, THENCE
 ER0435'TAKE ROAD NORTHWEST APPROXIMATELY 3 MILES TO THE TOWER AND THE
 ER0435'STATION.  THE STATION IS MARKED WITH STANDARD U.S. FOREST
 ER0435'SERVICE TABLET SET IN A LARGE BOULDER AND STAMPED EL CASO 1935.
 ER0435'REFERENCE MARK NO. 1 IS 46.25 FEET FROM THE STATION.
 ER0435'REFERENCE MARK NO. 2 IS 56.6 FEET FROM THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1607 ***********************************************************************
 FO1607  DESIGNATION -  EL DADD
 FO1607  PID         -  FO1607
 FO1607  STATE/COUNTY-  NM/MCKINLEY
 FO1607  USGS QUAD   -  EL DADO MESA (1966)
 FO1607
 FO1607                         *CURRENT SURVEY CONTROL
 FO1607  ___________________________________________________________________
 FO1607* NAD 83(1992)-  35 29 15.47578(N)    107 28 22.91148(W)     ADJUSTED  
 FO1607* NAVD 88     -      2414.2    (meters)    7921.     (feet)  VERTCON   
 FO1607  ___________________________________________________________________
 FO1607  LAPLACE CORR-           5.21  (seconds)                    DEFLEC99
 FO1607  GEOID HEIGHT-         -20.20  (meters)                     GEOID03
 FO1607
 FO1607  HORZ ORDER  -  FIRST
 FO1607
 FO1607.The horizontal coordinates were established by classical geodetic methods
 FO1607.and adjusted by the National Geodetic Survey in December 1993..
 FO1607
 FO1607.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1607.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1607
 FO1607.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1607
 FO1607.The geoid height was determined by GEOID03.
 FO1607
 FO1607;                    North         East     Units Scale Factor Converg.
 FO1607;SPC NM W     -   497,737.150   862,692.371   MT  0.99992983   +0 12 33.0
 FO1607;SPC NM W     - 1,632,992.63  2,830,349.89   sFT  0.99992983   +0 12 33.0
 FO1607;UTM  13      - 3,929,933.521   275,655.881   MT  1.00022027   -1 26 10.5
 FO1607
 FO1607!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1607!SPC NM W     -   0.99962438  x   0.99992983  =   0.99955423
 FO1607!UTM  13      -   0.99962438  x   1.00022027  =   0.99984456
 FO1607
 FO1607|---------------------------------------------------------------------|
 FO1607| PID    Reference Object                     Distance      Geod. Az  |
 FO1607|                                                           dddmmss.s |
 FO1607| CD3385 EL DADD RM 1                         13.586 METERS 03626     |
 FO1607| FO1568 CERRO CHAVEZ PEAK                   APPROX. 3.3 KM 0511744.3 |
 FO1607| FO1612 LA MOSCA LOOKOUT HOUSE              APPROX.28.5 KM 2030859.3 |
 FO1607| CD3384 EL DADD AZ MK                                      2074735.1 |
 FO1607| FO1610 CERRO ALESNA CAIRN                  APPROX. 8.6 KM 2540017.2 |
 FO1607| CD3386 EL DADD RM 2                         14.516 METERS 32931     |
 FO1607|---------------------------------------------------------------------|
 FO1607
 FO1607                          SUPERSEDED SURVEY CONTROL
 FO1607
 FO1607  NAD 83(1986)-  35 29 15.47747(N)    107 28 22.91467(W) AD(       ) 1
 FO1607  NAD 27      -  35 29 15.37400(N)    107 28 20.73100(W) AD(       ) 1
 FO1607  NGVD 29 (07/19/86) 2413.1    (m)         7917.     (f) VERT ANG       
 FO1607
 FO1607.Superseded values are not recommended for survey control.
 FO1607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1607.See file dsdata.txt to determine how the superseded data were derived.
 FO1607
 FO1607_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBV7565629934(NAD 83)
 FO1607_MARKER: DS = TRIANGULATION STATION DISK
 FO1607_SETTING: 80 = SET IN A BOULDER
 FO1607_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 FO1607
 FO1607  HISTORY     - Date     Condition        Report By
 FO1607  HISTORY     - 1945     MONUMENTED       CGS
 FO1607  HISTORY     - 1958     GOOD             CGS
 FO1607
 FO1607                          STATION DESCRIPTION
 FO1607
 FO1607'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (RAM)
 FO1607'STATION IS ON THE NW EDGE OF A HIGH MESA OVERLOOKING ALL THE
 FO1607'COUNTRY TO THE N AND W.  IT IS ABOUT 14 MILES (AIR LINE) NE OF
 FO1607'SAN MATEO AND ABOUT 3 MILES SE OF THE EL DADO RANCH.  IT IS
 FO1607'ABOUT 5 MILES ENE OF CERRO ALESNA, A HIGH, PROMINENT VOLCANIC
 FO1607'PLUG IN THE SAN MIGUEL VALLEY, AND ABOUT 2 MILES SW OF A SIMILAR
 FO1607'CONE AT THE EDGE OF THE CERRO CHAVES MESA AND MOUNTAIN.  THE
 FO1607'STATION IS ABOUT 180 YARDS SE OF THE RIMROCK ALONG THE NW
 FO1607'EDGE AND IS ABOUT IN THE CENTER OF A FLAT, GRASSY AREA WHICH
 FO1607'RISES TO THE S AND E TO HIGHER, TIMBERED COUNTRY.
 FO1607'
 FO1607'TO REACH THE STATION FROM THE POST OFFICE IN SAN MATEO, GO N
 FO1607'ON GRADED ROAD 0.7 MILE TO A TRACK ROAD LEFT AS THE MAIN ROAD
 FO1607'TURNS RIGHT.  BEAR LEFT ON THE TRACK ROAD 1.7 MILES TO A ROAD
 FO1607'LEFT AT A FENCE CORNER.  KEEP STRAIGHT AHEAD (N) 1.9 MILES TO A
 FO1607'GATE, THENCE CONTINUE 0.9 MILE TO A LARGE EARTH DAM ON THE
 FO1607'RIGHT.  CONTINUE 2.5 MILES, TAKE A LEFT FORK ACROSS A SMALL
 FO1607'BRIDGE, CONTINUE 0.3 MILE, TAKE RIGHT FORK, THENCE CONTINUE 2.3
 FO1607'MILES, KEEP THE RIGHT FORK (THE MAIN TRACK ROAD) 2.1 MILES TO
 FO1607'A FENCE AND THE TOWERING PEAK, CERRO ALESNA, ON THE RIGHT.
 FO1607'PASS THROUGH FENCE AND CONTINUE 0.4 MILE, KEEP THE RIGHT FORK
 FO1607'2.2 MILES, THENCE TAKE THE LEFT FORK (THE MAIN TRACK) FOR
 FO1607'0.5 MILE TO A GATE.  CONTINUE N 1.3 MILES TO THE EL DADO RANCH,
 FO1607'A LARGE COLLECTION OF BUILDINGS WITH RED ROOFS.  PASS
 FO1607'THROUGH GATE BEYOND RANCH, KEEP ON THE RIGHT FORK (THE MAIN
 FO1607'TRACK) AND CONTINUE 0.7 MILE TO A DEEP WASH.  CONTINUE 0.45
 FO1607'MILE TO A DIM RIGHT FORK JUST BEFORE REACHING A SMALL RANCH.
 FO1607'TURN RIGHT ON THE DIM TRACK 0.1 MILE, TAKE A LEFT FORK AND
 FO1607'CONTINUE 1.6 MILES, HEADING GENERALLY SE AND FOLLOWING THE DIM
 FO1607'ROAD TOWARDS THE MESA TO A FENCED-IN AREA AROUND A CORRAL
 FO1607'AND SMALL BUILDING.  PASS THROUGH GATE INTO YARD AND PASS TO
 FO1607'RIGHT OF BUILDING AND ALONG A DIM TRACK 0.4 MILE TO THE END OF
 FO1607'TRUCK TRAVEL AT THE BASE OF THE MOUNTAIN.  PACK SE UP ONE OF
 FO1607'THE RIDGES AND OVER THE RIMROCK TO THE STATION.  A 1-HOUR
 FO1607'PACK.
 FO1607'
 FO1607'STATION MARK IS A BRONZE STATION DISK STAMPED EL DADD 1945
 FO1607'AND IS SET IN A DRILL HOLE IN A BOULDER WHICH PROJECTS ABOUT
 FO1607'6 INCHES ABOVE THE GROUND.
 FO1607'
 FO1607'REFERENCE MARK 1 IS A BRONZE AZIMUTH DISK WITH THE WORD AZIMUTH
 FO1607'GROUND OUT.  IT IS SET IN A DRILL HOLE IN A BOULDER WHICH PROJECTS
 FO1607'ABOUT 4 INCHES ABOVE THE GROUND AND IS STAMPED EL DADD NO 1
 FO1607'1945 REFERENCE.  IT IS LOCATED NE OF THE STATION AND ABOUT 1
 FO1607'FOOT HIGHER.
 FO1607'
 FO1607'REFERENCE MARK 2 IS A BRONZE AZIMUTH DISK WITH THE WORD AZIMUTH
 FO1607'GROUND OUT.  IT IS SET IN A DRILL HOLE IN A BOULDER WHICH PROJECTS
 FO1607'ABOUT 6 INCHES ABOVE THE GROUND AND IS STAMPED EL DADD NO 2 1945
 FO1607'REFERENCE.  IT IS NW OF THE STATION AND ABOUT 1 FOOT LOWER.
 FO1607'
 FO1607'AZIMUTH MARK IS A BRONZE AZIMUTH DISK STAMPED EL DADD 1945
 FO1607'AND IS SET IN A DRILL HOLE IN THE BEDROCK RIM OF THE MESA.
 FO1607'IT PROJECTS ABOUT 4 INCHES ABOVE THE GENERAL LEVEL.  IT IS
 FO1607'LOCATED SSW OF THE STATION, 8 FEET S OF THE EDGE OF THE RIM,
 FO1607'AND 6 FEET NE OF A ROCK CAIRN.
 FO1607
 FO1607                          STATION RECOVERY (1958)
 FO1607
 FO1607'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (RLE)
 FO1607'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 FO1607'IN GOOD CONDITION.  A COMPLETE DESCRIPTION FOLLOWS.
 FO1607'
 FO1607'THE STATION IS LOCATED AIRLINE, ABOUT 14 MILES NORTHEAST OF
 FO1607'SAN MATEO, ABOUT 5 MILES EAST-NORTHEAST OF A ROCKY PEAK NAMED
 FO1607'CERRO ALESNA AND ABOUT 3 MILES SOUTHEAST OF THE EL DADO RANCH,
 FO1607'ON THE NORTHWEST EDGE OF A HIGH MESA OVERLOOKING THE LOWER
 FO1607'COUNTRY TO THE NORTH AND WEST.
 FO1607'
 FO1607'THE STATION IS A STANDARD DISK STAMPED EL DADD 1945 SET IN A
 FO1607'DRILL HOLE IN A LARGE BOULDER WHICH PROJECTS ABOUT 3 INCHES
 FO1607'ABOVE THE GROUND.  IT IS 5.5 FEET SOUTH OF A WHITE WITNESS POST.
 FO1607'
 FO1607'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED EL DADD
 FO1607'NO 1 1945 SET IN A DRILL HOLE IN A LARGE BOULDER WHICH IS ABOUT
 FO1607'FLUSH WITH THE GROUND AND IS ABOUT THE SAME ELEVATION AS THE STATION.
 FO1607'
 FO1607'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED EL DADD
 FO1607'NO 2 1945 SET IN A DRILL HOLE IN A LARGE BOULDER WHICH PROJECTS
 FO1607'ABOUT 3 INCHES ABOVE THE GROUND AND IS ABOUT THE SAME ELEVATION
 FO1607'AS THE STATION.
 FO1607'
 FO1607'THE AZIMUTH MARK IS A STANDARD DISK STAMPED EL DADD 1945 SET
 FO1607'IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH IS ABOUT FLUSH WITH
 FO1607'THE SURROUNDING SURFACE.  IT IS 7 FEET NORTH OF A CAIRN AND 5
 FO1607'FEET SOUTHEAST OF THE NORTHWEST EDGE OF THE CLIFF.
 FO1607'
 FO1607'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH-SOUTHWEST
 FO1607'CROSS COUNTRY FOR 0.5 MILE TO A CAIRN AT THE EDGE OF THE ROCKY
 FO1607'RIM OF THE MESA AND THE AZIMUTH MARK.
 FO1607'
 FO1607'TO REACH THE STATION FROM THE POST OFFICE IN SAN MATEO, WHICH
 FO1607'IS ABOUT 20 MILES, AIRLINE, NORTHEAST OF GRANTS, GO NORTH ON THE
 FO1607'GRADED DIRT ROAD FOR 1.0 MILE.  TAKE THE RIGHT FORK AS PER SIGN,
 FO1607'LOS INDIOS AND GO EASTERLY UP THE STEEP MOUNTAIN ROAD FOR 3.8
 FO1607'MILES.  TAKE THE LEFT FORK, STRAIGHT AHEAD, NORTHERLY FOR 1.45
 FO1607'MILES.  TAKE THE LEFT FORK, STRAIGHT AHEAD, NORTHERLY FOR 1.95
 FO1607'MILES.  TAKE THE LEFT FORK AS PER SIGN, LOS INDIOS AND GO
 FO1607'NORTHEASTERLY FOR 0.6 MILE.  TAKE THE LEFT FORK AND GO
 FO1607'NORTHEASTERLY FOR 3.0 MILES TO A CATTLE GUARD AND SIGN, HOOT OWL
 FO1607'TANK.  CONTINUE STRAIGHT AHEAD ON THE MAIN ROAD,
 FO1607'NORTHERLY FOR 2.6 MILES TO AN EARTHEN DAM ON THE RIGHT.
 FO1607'CONTINUE NORTH ON THE MAIN ROAD FOR 2.5 MILES TO A SIGN ON
 FO1607'THE LEFT, READING, EL DADO SPRING.  CONTINUE STRAIGHT
 FO1607'AHEAD, NORTHEASTERLY FOR 1.7 MILES.  TAKE THE LEFT FORK AT A
 FO1607'SIGN, CERRO TANK, RED HILL TANK, EL DADO MESA, IGACIO
 FO1607'CHAVEZ GRANT, AND GO WESTERLY FOR 0.8 MILE.  TAKE THE LEFT
 FO1607'FORK AS PER SIGN, EL DADO MESA, AND GO WESTERLY FOR 0.65
 FO1607'MILE TO AN EARTHEN DAM ON THE LEFT.  CONTINUE WESTERLY ON THE
 FO1607'TRACK ROAD FOR 1.3 MILES.  PASS THROUGH THE GATE, TAKE THE
 FO1607'LEFT FORK AND GO WESTERLY FOR 0.1 MILE.  TURN RIGHT OFF
 FO1607'THE TRACK ROAD AND GO NORTHWESTERLY CROSS COUNTRY ON A VERY
 FO1607'FAINT TRACK ROAD FOR 1.5 MILES TO THE EDGE OF THE MESA, A
 FO1607'WHITE WITNESS POST AND THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0727 ***********************************************************************
 GM0727  DESIGNATION -  EL PASO PUEBLO AIRWAY BCN 39
 GM0727  PID         -  GM0727
 GM0727  STATE/COUNTY-  NM/COLFAX
 GM0727  USGS QUAD   -  MIAMI (1987)
 GM0727
 GM0727                         *CURRENT SURVEY CONTROL
 GM0727  ___________________________________________________________________
 GM0727* NAD 83(1992)-  36 17 32.58822(N)    104 45 07.92236(W)     ADJUSTED  
 GM0727* NAVD 88     -                                                        
 GM0727  ___________________________________________________________________
 GM0727  LAPLACE CORR-          -6.67  (seconds)                    DEFLEC99
 GM0727  GEOID HEIGHT-         -18.60  (meters)                     GEOID03
 GM0727
 GM0727  HORZ ORDER  -  THIRD
 GM0727
 GM0727.The horizontal coordinates were established by classical geodetic methods
 GM0727.and adjusted by the National Geodetic Survey in December 1993..
 GM0727
 GM0727
 GM0727.The Laplace correction was computed from DEFLEC99 derived deflections.
 GM0727
 GM0727.The geoid height was determined by GEOID03.
 GM0727
 GM0727;                    North         East     Units Scale Factor Converg.
 GM0727;SPC NM E     -   587,039.994   127,376.598   MT  0.99992653   -0 14 52.6
 GM0727;SPC NM E     - 1,925,980.38    417,901.39   sFT  0.99992653   -0 14 52.6
 GM0727;UTM  13      - 4,016,407.565   522,250.855   MT  0.99960610   +0 08 48.0
 GM0727
 GM0727                          SUPERSEDED SURVEY CONTROL
 GM0727
 GM0727  NAD 83(1986)-  36 17 32.59573(N)    104 45 07.92200(W) AD(       ) 4
 GM0727  NAD 27      -  36 17 32.46100(N)    104 45 05.93600(W) AD(       ) 3
 GM0727
 GM0727.Superseded values are not recommended for survey control.
 GM0727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0727.See file dsdata.txt to determine how the superseded data were derived.
 GM0727
 GM0727_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEA2225116408(NAD 83)
 GM0727_MARKER: 22 = AIRWAY BEACON
 GM0727
 GM0727  HISTORY     - Date     Condition        Report By
 GM0727  HISTORY     - 1945     FIRST OBSERVED   CGS
 GM0727  HISTORY     - 1949     GOOD             CGS
 GM0727  HISTORY     - 1964     GOOD             USGS
 GM0727
 GM0727                          STATION DESCRIPTION
 GM0727
 GM0727'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (DHK)
 GM0727'STATION IS THE TOP CENTER OF THE ROTATING LIGHT OF AIRWAY BEACON
 GM0727'NO. 39 LOCATED ABOUT 20 MILES NORTH OF WAGON MOUND AND ABOUT
 GM0727'10 MILES SOUTHWEST OF SPRINGER.  IT IS A STANDARD C.A.A. ROTATING
 GM0727'BEACON SET ATOP A STRUCTURAL STEEL TOWER.
 GM0727'
 GM0727'PROBABLY THE SAME STATION AS EL PASO-PUEBLO AIRWAY BEACON
 GM0727'NO. 39, 1945.
 GM0727
 GM0727                          STATION RECOVERY (1964)
 GM0727
 GM0727'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 GM0727'THE THIRD ORDER STATION DESCRIBED BY THE USC AND GS IN 1949
 GM0727'IS NO LONGER A ROTATING LIGHT ON AN AIRWAY BEACON.  THE
 GM0727'AIRWAY BEACON HAS BEEN REPLACED BY A RADIO ANTENNA.
 GM0727'
 GM0727'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--STATION IS THE
 GM0727'TOP CENTER OF THE ROTATION LIGHT OF AIRWAY BEACON 39.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0741 ***********************************************************************
 GM0741  DESIGNATION -  EL PASO PUEBLO AIRWAY BCN 41
 GM0741  PID         -  GM0741
 GM0741  STATE/COUNTY-  NM/COLFAX
 GM0741  USGS QUAD   -  MAXWELL (1971)
 GM0741
 GM0741                         *CURRENT SURVEY CONTROL
 GM0741  ___________________________________________________________________
 GM0741* NAD 83(1992)-  36 33 20.16902(N)    104 37 24.76595(W)     ADJUSTED  
 GM0741* NAVD 88     -                                                        
 GM0741  ___________________________________________________________________
 GM0741  LAPLACE CORR-          -3.05  (seconds)                    DEFLEC99
 GM0741  GEOID HEIGHT-         -18.56  (meters)                     GEOID03
 GM0741
 GM0741  HORZ ORDER  -  THIRD
 GM0741
 GM0741.The horizontal coordinates were established by classical geodetic methods
 GM0741.and adjusted by the National Geodetic Survey in December 1993..
 GM0741
 GM0741
 GM0741.The Laplace correction was computed from DEFLEC99 derived deflections.
 GM0741
 GM0741.The geoid height was determined by GEOID03.
 GM0741
 GM0741;                    North         East     Units Scale Factor Converg.
 GM0741;SPC NM E     -   616,203.481   139,020.451   MT  0.99991740   -0 10 22.3
 GM0741;SPC NM E     - 2,021,660.92    456,102.93   sFT  0.99991740   -0 10 22.3
 GM0741;UTM  13      - 4,045,641.678   533,689.379   MT  0.99961398   +0 13 27.2
 GM0741
 GM0741                          SUPERSEDED SURVEY CONTROL
 GM0741
 GM0741  NAD 83(1986)-  36 33 20.17467(N)    104 37 24.76503(W) AD(       ) 4
 GM0741  NAD 27      -  36 33 20.05000(N)    104 37 22.79200(W) AD(       ) 3
 GM0741
 GM0741.Superseded values are not recommended for survey control.
 GM0741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0741.See file dsdata.txt to determine how the superseded data were derived.
 GM0741
 GM0741_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEA3368945642(NAD 83)
 GM0741_MARKER: 22 = AIRWAY BEACON
 GM0741
 GM0741  HISTORY     - Date     Condition        Report By
 GM0741  HISTORY     - 1945     FIRST OBSERVED   CGS
 GM0741  HISTORY     - 1949     GOOD             CGS
 GM0741  HISTORY     - 1953     GOOD             CGS
 GM0741
 GM0741                          STATION DESCRIPTION
 GM0741
 GM0741'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (DHK)
 GM0741'STATION IS THE TOP CENTER OF THE ROTATING LIGHT OF AIRWAY
 GM0741'BEACON NO. 41 LOCATED ABOUT 22 MILES SOUTH OF RATON AND ABOUT
 GM0741'4 MILES WEST-NORTHWEST OF MAXWELL.  IT IS A STANDARD C.A.A.
 GM0741'ROTATING BEACON SET ATOP A STRUCTURAL STEEL TOWER.
 GM0741'
 GM0741'PROBABLY THE SAME STATION AS EL PASO- PUEBLO AIRWAY BEACON
 GM0741'NO. 41, 1945.
 GM0741
 GM0741                          STATION RECOVERY (1953)
 GM0741
 GM0741'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (LWQ)
 GM0741'THE STATION WAS RECOVERED IN GOOD CONDITION.  DESCRIPTION ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0737 ***********************************************************************
 EQ0737  DESIGNATION -  EL PASO PUEBLO AWY BCN 19
 EQ0737  PID         -  EQ0737
 EQ0737  STATE/COUNTY-  NM/SOCORRO
 EQ0737  USGS QUAD   -  BLACK BUTTE (1979)
 EQ0737
 EQ0737                         *CURRENT SURVEY CONTROL
 EQ0737  ___________________________________________________________________
 EQ0737* NAD 83(1992)-  34 25 13.99595(N)    106 44 22.16106(W)     ADJUSTED  
 EQ0737* NAVD 88     -                                                        
 EQ0737  ___________________________________________________________________
 EQ0737  LAPLACE CORR-           4.67  (seconds)                    DEFLEC99
 EQ0737  GEOID HEIGHT-         -21.63  (meters)                     GEOID03
 EQ0737
 EQ0737  HORZ ORDER  -  THIRD
 EQ0737
 EQ0737.The horizontal coordinates were established by classical geodetic methods
 EQ0737.and adjusted by the National Geodetic Survey in December 1993..
 EQ0737
 EQ0737
 EQ0737.The Laplace correction was computed from DEFLEC99 derived deflections.
 EQ0737
 EQ0737.The geoid height was determined by GEOID03.
 EQ0737
 EQ0737;                    North         East     Units Scale Factor Converg.
 EQ0737;SPC NM C     -   379,408.327   455,007.021   MT  0.99992494   -0 16 36.1
 EQ0737;SPC NM C     - 1,244,775.49  1,492,802.20   sFT  0.99992494   -0 16 36.1
 EQ0737;UTM  13      - 3,810,159.694   340,148.976   MT  0.99991497   -0 59 00.5
 EQ0737
 EQ0737                          SUPERSEDED SURVEY CONTROL
 EQ0737
 EQ0737  NAD 83(1986)-  34 25 14.00470(N)    106 44 22.16115(W) AD(       ) 4
 EQ0737  NAD 27      -  34 25 13.77698(N)    106 44 20.06783(W) AD(       ) 3
 EQ0737
 EQ0737.Superseded values are not recommended for survey control.
 EQ0737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0737.See file dsdata.txt to determine how the superseded data were derived.
 EQ0737
 EQ0737_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU4014910160(NAD 83)
 EQ0737_MARKER: 22 = AIRWAY BEACON
 EQ0737
 EQ0737  HISTORY     - Date     Condition        Report By
 EQ0737  HISTORY     - 1946     FIRST OBSERVED   CGS
 EQ0737  HISTORY     - 20050312 MARK NOT FOUND   GEOCAC
 EQ0737
 EQ0737                          STATION DESCRIPTION
 EQ0737
 EQ0737'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0747 ***********************************************************************
 EQ0747  DESIGNATION -  EL PASO PUEBLO AWY BCN 17
 EQ0747  PID         -  EQ0747
 EQ0747  STATE/COUNTY-  NM/SOCORRO
 EQ0747  USGS QUAD   -  MESA DEL YESO (1959)
 EQ0747
 EQ0747                         *CURRENT SURVEY CONTROL
 EQ0747  ___________________________________________________________________
 EQ0747* NAD 83(1992)-  34 12 06.29826(N)    106 46 00.29481(W)     ADJUSTED  
 EQ0747* NAVD 88     -                                                        
 EQ0747  ___________________________________________________________________
 EQ0747  LAPLACE CORR-           5.28  (seconds)                    DEFLEC99
 EQ0747  GEOID HEIGHT-         -21.64  (meters)                     GEOID03
 EQ0747
 EQ0747  HORZ ORDER  -  THIRD
 EQ0747
 EQ0747.The horizontal coordinates were established by classical geodetic methods
 EQ0747.and adjusted by the National Geodetic Survey in December 1993..
 EQ0747
 EQ0747
 EQ0747.The Laplace correction was computed from DEFLEC99 derived deflections.
 EQ0747
 EQ0747.The geoid height was determined by GEOID03.
 EQ0747
 EQ0747;                    North         East     Units Scale Factor Converg.
 EQ0747;SPC NM C     -   355,151.233   452,377.977   MT  0.99992795   -0 17 25.7
 EQ0747;SPC NM C     - 1,165,192.00  1,484,176.75   sFT  0.99992795   -0 17 25.7
 EQ0747;UTM  13      - 3,785,936.912   337,221.759   MT  0.99992663   -0 59 36.0
 EQ0747
 EQ0747                          SUPERSEDED SURVEY CONTROL
 EQ0747
 EQ0747  NAD 83(1986)-  34 12 06.30330(N)    106 46 00.29871(W) AD(       ) 4
 EQ0747  NAD 27      -  34 12 06.05402(N)    106 45 58.21732(W) AD(       ) 3
 EQ0747
 EQ0747.Superseded values are not recommended for survey control.
 EQ0747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0747.See file dsdata.txt to determine how the superseded data were derived.
 EQ0747
 EQ0747_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT3722285937(NAD 83)
 EQ0747_MARKER: 22 = AIRWAY BEACON
 EQ0747
 EQ0747  HISTORY     - Date     Condition        Report By
 EQ0747  HISTORY     - 1954     FIRST OBSERVED   CGS
 EQ0747
 EQ0747                          STATION DESCRIPTION
 EQ0747
 EQ0747'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (WRH)
 EQ0747'THE BEACON IS LOCATED ABOUT 15 MILES AIRLINE NORTH NORTHEAST
 EQ0747'OF SOCORRO, AND ABOUT 9 MILES EAST OF POLVADERA.
 EQ0747'
 EQ0747'THE BEACON IS MOUNTED ON TOP OF A STANDARD FOUR LEGGED STEEL
 EQ0747'STRUCTURE AND IS ABOUT 60 FEET HIGH.  THE FLASHING LIGHT
 EQ0747'WAS INTERSECTED.
 EQ0747'
 EQ0747'PROBABLY THE SAME AS ALBUQUERQUE-EL PASO AIRWAY BEACON NO. 17,
 EQ0747'1945.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0840 ***********************************************************************
 EQ0840  DESIGNATION -  EL PASO PUEBLO AWY BCN 21
 EQ0840  PID         -  EQ0840
 EQ0840  STATE/COUNTY-  NM/VALENCIA
 EQ0840  USGS QUAD   -  LOS LUNAS (1991)
 EQ0840
 EQ0840                         *CURRENT SURVEY CONTROL
 EQ0840  ___________________________________________________________________
 EQ0840* NAD 83(1992)-  34 48 50.87942(N)    106 39 28.59506(W)     ADJUSTED  
 EQ0840* NAVD 88     -                                                        
 EQ0840  ___________________________________________________________________
 EQ0840  LAPLACE CORR-           6.61  (seconds)                    DEFLEC99
 EQ0840  GEOID HEIGHT-         -21.57  (meters)                     GEOID03
 EQ0840
 EQ0840  HORZ ORDER  -  THIRD
 EQ0840
 EQ0840.The horizontal coordinates were established by classical geodetic methods
 EQ0840.and adjusted by the National Geodetic Survey in December 1993..
 EQ0840
 EQ0840
 EQ0840.The Laplace correction was computed from DEFLEC99 derived deflections.
 EQ0840
 EQ0840.The geoid height was determined by GEOID03.
 EQ0840
 EQ0840;                    North         East     Units Scale Factor Converg.
 EQ0840;SPC NM C     -   423,032.275   462,679.232   MT  0.99991716   -0 13 58.5
 EQ0840;SPC NM C     - 1,387,898.39  1,517,973.45   sFT  0.99991716   -0 13 58.5
 EQ0840;SPC NM W     -   423,593.250   937,534.975   MT  1.00005914   +0 40 16.0
 EQ0840;SPC NM W     - 1,389,738.85  3,075,896.00   sFT  1.00005914   +0 40 16.0
 EQ0840;UTM  13      - 3,853,684.226   348,361.217   MT  0.99988341   -0 56 48.2
 EQ0840
 EQ0840                          SUPERSEDED SURVEY CONTROL
 EQ0840
 EQ0840  NAD 83(1986)-  34 48 50.88307(N)    106 39 28.60370(W) AD(       ) 4
 EQ0840  NAD 27      -  34 48 50.68699(N)    106 39 26.50667(W) AD(       ) 3
 EQ0840
 EQ0840.Superseded values are not recommended for survey control.
 EQ0840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0840.See file dsdata.txt to determine how the superseded data were derived.
 EQ0840
 EQ0840_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU4836153684(NAD 83)
 EQ0840
 EQ0840  HISTORY     - Date     Condition        Report By
 EQ0840  HISTORY     - 1946     FIRST OBSERVED   CGS
 EQ0840  HISTORY     - 1955     GOOD             CGS
 EQ0840
 EQ0840                          STATION DESCRIPTION
 EQ0840
 EQ0840'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WRH)
 EQ0840'THE BEACON IS LOCATED ABOUT 5 MILES EAST OF LOS LUNAS.
 EQ0840'
 EQ0840'THE BEACON IS A STANDARD BEACON MOUNTED ON TOP OF A FOUR LEGGED
 EQ0840'STEEL TOWER AND IS ABOUT 60 FEET HIGH.  THE FLASHING LIGHT WAS
 EQ0840'INTERSECTED.
 EQ0840'
 EQ0840'PROBABLY THE SAME AS EL PASO-PUEBLO AIRWAY BEACON NO. 21, 1946.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0675 ***********************************************************************
 GN0675  DESIGNATION -  EL RITO
 GN0675  PID         -  GN0675
 GN0675  STATE/COUNTY-  NM/RIO ARRIBA
 GN0675  USGS QUAD   -  VALLE GRANDE PEAK (1995)
 GN0675
 GN0675                         *CURRENT SURVEY CONTROL
 GN0675  ___________________________________________________________________
 GN0675* NAD 83(1992)-  36 25 18.85720(N)    106 13 39.41299(W)     ADJUSTED  
 GN0675* NAVD 88     -      2685.0    (meters)    8809.     (feet)  VERTCON   
 GN0675  ___________________________________________________________________
 GN0675  LAPLACE CORR-          -0.86  (seconds)                    DEFLEC99
 GN0675  GEOID HEIGHT-         -17.82  (meters)                     GEOID03
 GN0675
 GN0675  HORZ ORDER  -  THIRD
 GN0675
 GN0675.The horizontal coordinates were established by classical geodetic methods
 GN0675.and adjusted by the National Geodetic Survey in December 1993..
 GN0675
 GN0675.The NAVD 88 height was computed by applying the VERTCON shift value to
 GN0675.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GN0675
 GN0675.The Laplace correction was computed from DEFLEC99 derived deflections.
 GN0675
 GN0675.The geoid height was determined by GEOID03.
 GN0675
 GN0675;                    North         East     Units Scale Factor Converg.
 GN0675;SPC NM C     -   601,324.226   502,007.333   MT  0.99990005   +0 00 47.8
 GN0675;SPC NM C     - 1,972,844.56  1,647,002.39   sFT  0.99990005   +0 00 47.8
 GN0675;UTM  13      - 4,031,445.568   389,947.833   MT  0.99974922   -0 43 44.2
 GN0675
 GN0675!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GN0675!SPC NM C     -   0.99958158  x   0.99990005  =   0.99948167
 GN0675!UTM  13      -   0.99958158  x   0.99974922  =   0.99933090
 GN0675
 GN0675:                Primary Azimuth Mark                     Grid Az
 GN0675:SPC NM C     -  RED HILL                                 126 38 30.6
 GN0675:UTM  13      -  RED HILL                                 127 23 02.6
 GN0675
 GN0675|---------------------------------------------------------------------|
 GN0675| PID    Reference Object                     Distance      Geod. Az  |
 GN0675|                                                           dddmmss.s |
 GN0675| GN0680 RED HILL                            APPROX.17.3 KM 1263918.4 |
 GN0675|---------------------------------------------------------------------|
 GN0675
 GN0675                          SUPERSEDED SURVEY CONTROL
 GN0675
 GN0675  NAD 83(1986)-  36 25 18.86022(N)    106 13 39.41944(W) AD(       ) 3
 GN0675  NGVD 29 (09/14/90) 2683.8    (m)         8805.     (f) VERT ANG       
 GN0675
 GN0675.Superseded values are not recommended for survey control.
 GN0675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0675.See file dsdata.txt to determine how the superseded data were derived.
 GN0675
 GN0675_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCA8994831446(NAD 83)
 GN0675_MARKER: DD = SURVEY DISK
 GN0675_SETTING: 0 = UNSPECIFIED SETTING
 GN0675_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GN0675
 GN0675  HISTORY     - Date     Condition        Report By
 GN0675  HISTORY     - 1952     MONUMENTED       USGS
 GN0675
 GN0675                          STATION DESCRIPTION
 GN0675
 GN0675'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 GN0675'STATION IS LOCATED ABOUT 5 AIRLINE MI. N-NW. OF EL RITO ON HIGH BARE
 GN0675'TOP ON E. END OF MESA.
 GN0675'
 GN0675'TO REACH STATION BY JEEP FROM EL RITO POST OFFICE GO W. ON STATE
 GN0675'HIGHWAY 110 4.4 MI. TO SMALL PARK AND RD. RIGHT, TAKE TRACK RD. RIGHT
 GN0675'ACROSS CREEK FOR 0.7 MI. JOINING FORK FROM RIGHT AND CONTINUE ON MAIN
 GN0675'TRAVELED RD. TO LEFT FOR 1.7 MI. TO END OF JEEP TRAVEL.  FROM THERE
 GN0675'IT IS A 45 MINUTE PACK TO STATION.  PACK E. FROM THERE TO HIGHEST
 GN0675'POINT OF MESA FROM END OF JEEP TRAVEL THEN NE. ALONG N. EDGE OF MESA
 GN0675'TO FIRST HIGH KNOB, CROSS KNOB AND THEN CONTINUE ESE. ACROSS TO LAST
 GN0675'BARE HIGH KNOB ON E. END OF MESA AND STATION.
 GN0675'
 GN0675'STATION MARK--STANDARD USGS TABLET CEMENTED IN SOLID ROCK AND,
 GN0675'STAMPED---EL RITO 1952---.
 GN0675'
 GN0675'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0672 ***********************************************************************
 GN0672  FBN         -  This is a Federal Base Network Control Station.
 GN0672  DESIGNATION -  EL VADO AIR
 GN0672  PID         -  GN0672
 GN0672  STATE/COUNTY-  NM/RIO ARRIBA
 GN0672  USGS QUAD   -  HERON RESERVOIR (1983)
 GN0672
 GN0672                         *CURRENT SURVEY CONTROL
 GN0672  ___________________________________________________________________
 GN0672* NAD 83(1992)-  36 37 47.51728(N)    106 43 11.90785(W)     ADJUSTED  
 GN0672* NAVD 88     -      2189.5    (meters)    7183.     (feet)  GPS OBS   
 GN0672  ___________________________________________________________________
 GN0672  X           -  -1,474,821.951 (meters)                     COMP
 GN0672  Y           -  -4,909,618.408 (meters)                     COMP
 GN0672  Z           -   3,785,804.559 (meters)                     COMP
 GN0672  LAPLACE CORR-           5.33  (seconds)                    DEFLEC99
 GN0672  ELLIP HEIGHT-        2170.86  (meters)          (05/26/00) GPS OBS
 GN0672  GEOID HEIGHT-         -18.61  (meters)                     GEOID03
 GN0672
 GN0672  HORZ ORDER  -  B
 GN0672  ELLP ORDER  -  SECOND    CLASS I
 GN0672
 GN0672.This mark is at Tierra Amarilla Airport (98V)
 GN0672
 GN0672.The horizontal coordinates were established by GPS observations
 GN0672.and adjusted by the National Geodetic Survey in May 1992..
 GN0672
 GN0672.The orthometric height was determined by GPS observations and a
 GN0672.high-resolution geoid model.
 GN0672
 GN0672.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GN0672
 GN0672.The Laplace correction was computed from DEFLEC99 derived deflections.
 GN0672
 GN0672.The ellipsoidal height was determined by GPS observations
 GN0672.and is referenced to NAD 83.
 GN0672
 GN0672.The geoid height was determined by GEOID03.
 GN0672
 GN0672;                    North         East     Units Scale Factor Converg.
 GN0672;SPC NM C     -   624,501.731   457,968.963   MT  0.99992176   -0 16 49.5
 GN0672;SPC NM C     - 2,048,886.10  1,502,519.84   sFT  0.99992176   -0 16 49.5
 GN0672;UTM  13      - 4,055,190.888   346,218.141   MT  0.99989136   -1 01 35.1
 GN0672
 GN0672!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GN0672!SPC NM C     -   0.99965942  x   0.99992176  =   0.99958121
 GN0672!UTM  13      -   0.99965942  x   0.99989136  =   0.99955082
 GN0672
 GN0672                          SUPERSEDED SURVEY CONTROL
 GN0672
 GN0672  ELLIP H (12/21/93) 2170.90   (m)                       GP(       ) 4 1
 GN0672  NAD 83(1986)-  36 37 47.52159(N)    106 43 11.91182(W) AD(       ) 1
 GN0672  NAD 27      -  36 37 47.46640(N)    106 43 09.74839(W) AD(       ) 1
 GN0672  NGVD 29 (03/22/89) 2188.3    (m)         7179.     (f) GPS OBS        
 GN0672
 GN0672.Superseded values are not recommended for survey control.
 GN0672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0672.See file dsdata.txt to determine how the superseded data were derived.
 GN0672
 GN0672_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCA4621855191(NAD 83)
 GN0672_MARKER: F = FLANGE-ENCASED ROD
 GN0672_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 GN0672_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 GN0672_STAMPING: ELVADOAIR 1987
 GN0672_MARK LOGO: NGS   
 GN0672_PROJECTION: FLUSH
 GN0672_MAGNETIC: N = NO MAGNETIC MATERIAL
 GN0672_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GN0672_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GN0672+SATELLITE: SATELLITE OBSERVATIONS - June 16, 2005
 GN0672_ROD/PIPE-DEPTH: 3.84 meters
 GN0672_SLEEVE-DEPTH  : 0.9 meters
 GN0672
 GN0672  HISTORY     - Date     Condition        Report By
 GN0672  HISTORY     - 1988     MONUMENTED       NGS
 GN0672  HISTORY     - 19910605 GOOD             NGS
 GN0672  HISTORY     - 19920610 GOOD             NMHD
 GN0672  HISTORY     - 19981216 GOOD             NGS
 GN0672  HISTORY     - 20050616 GOOD             INDIV
 GN0672
 GN0672                          STATION DESCRIPTION
 GN0672
 GN0672'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 GN0672'THE STATION IS LOCATED 16.09 KM (10.00 MI) SOUTHWEST OF TIERRA
 GN0672'AMARILLA, 3.2 KM (2.00 MI) WEST-NORTHWEST OF NEW MEXICO HIGHWAY 112,
 GN0672'AT THE EL VADO STATE PARK AIRPORT.  OWNERSHIP--PUBLIC NEW MEXICO
 GN0672'PARKS AND RECRECATION DIVISION.
 GN0672'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 84 AND NEW
 GN0672'MEXICO HIGHWAY 112 JUST NORTH OF TIERRA AMARILLA, GO SOUTHWEST ON NEW
 GN0672'MEXICO HIGHWAY 112 FOR 20.1 KM (12.50 MI) TO A DIRT ROAD RIGHT, EL
 GN0672'VADO STATE PARK ROAD, TURN RIGHT, NORTHWEST, ACROSS A CATTLE GUARD ON
 GN0672'THE DIRT ROAD FOR 4.5 KM (2.80 MI) TO A SIDE ROAD RIGHT LEADING TO A
 GN0672'RUNWAY, TURN RIGHT, NORTHERLY, FOR 0.16 KM (0.10 MI) TO THE STATION
 GN0672'ON THE LEFT.
 GN0672'THE STATION IS A PUNCH HOLE ON THE TOP OF A STAINLESS STEEL ROD THAT
 GN0672'IS ---UNSTAMPED---, DRIVEN TO THE DEPTH OF 3.84 M (12.6 FT) 12.5 FT)
 GN0672', INSIDE A GREASE FILLED SLEEVE EXTENDED TO THE DEPTH OF 0.9 M
 GN0672'(3.0 FT) , ENCASED IN A 5-INCH PVC PIPE WITH AN NGS LOGO CAP
 GN0672'STAMPED---EL VADO AIR 1987---, FLUSH WITH THE GROUND.  THE TOP OF THE
 GN0672'ROD IS RECESSED 10 CM BELOW THE LOGO CAP.  LOCATED 24.7 M (81.0 FT)
 GN0672'SOUTH OF THE APPROXIMATE CENTERLINE OF THE RUNWAY, 23.0 M (75.5 FT)
 GN0672'WEST OF THE APPROXIMATE CENTER OF A DIRT ROAD, 1.7 M (5.6 FT)
 GN0672'SOUTHEAST OF ACARSONITE WITNESS POST, 1.7 M (5.6 FT) WEST OF A
 GN0672'CARSONITE WITNESS POST, AND 1.7 M (5.6 FT) NORTH OF A CARSONITE
 GN0672'WITNESS POST.
 GN0672'NEW MEXICO FAA, FEBRUARY 1988.
 GN0672'DESCRIBED BY STEPHEN E. RANDALL.
 GN0672
 GN0672                          STATION RECOVERY (1991)
 GN0672
 GN0672'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 GN0672'STATION IS LOCATED ABOUT 20 KM (12.4 MI) SOUTHWEST OF TIERRA AMARILLA,
 GN0672'5 KM (3.1 MI) NORTHEAST OF EL VADO, IN THE RIO CHAMA WILDLIFE AREA,
 GN0672'JUST OUTSIDE OF EL VADO LAKE STATE PARK, NEAR THE WEST END OF AN
 GN0672'OVERGROWN DIRT AND GRASS AIRSTRIP.  OWNERSHIP--STATE GAME AND FISH
 GN0672'COMMISSION.
 GN0672'TO REACH FROM THE JUNCTION OF US HIGHWAYS 64, 84 AND STATE HIGHWAY 112
 GN0672'(ABOUT 2 KM (1.2 MI) NORTH OF TIERRA AMARILLA), GO SOUTHWEST ON
 GN0672'HIGHWAY 112 FOR 12.4 MI (20.0 KM) TO A GRADED ROAD RIGHT LEADING TO
 GN0672'EL VADO LAKE STATE PARK.  TURN RIGHT, NORTHERLY, FOR 2.75 MI
 GN0672'(4.43 KM) TO A DIRT ROAD RIGHT AT ROAD CURVE LEFT.  TURN RIGHT,
 GN0672'NORTHERLY, FOR 0.1 MI (0.2 KM) TO THE AIRSTRIP AND STATION ON THE
 GN0672'LEFT.
 GN0672'STATION MARK IS A PUNCH HOLE IN THE TOP OF A STEEL ROD IN SLEEVE AND
 GN0672'LOGO CAP SET IN A CONCRETE POST PROJECTING 2 CM ABOVE GROUND.  IT IS
 GN0672'24.5 M (80.4 FT) WEST OF THE ROAD CENTER, 33 M (108.3 FT) SOUTH OF
 GN0672'THE RUNWAY CENTER, 5.5 M (18.0 FT) SOUTH OF A DITCH EDGE, 20.3 M
 GN0672'(66.6 FT) NORTHWEST OF THE WEST END OF A METAL DRAIN PIPE UNDER THE
 GN0672'ROAD, 27.3 M (89.6 FT) NORTH-NORTHEAST OF THE MOST NORTHERLY WOOD
 GN0672'POST IN A CABLE FENCELINE, 0.9 M (3.0 FT) WEST OF A FIBERGLASS
 GN0672'WITNESS POST, 1.0 M (3.3 FT) SOUTHEAST OF A FIBERGLASS WITNESS POST
 GN0672'AND 1.1 M (3.6 FT) NORTHEAST OF A FIBERGLASS WITNESS POST.
 GN0672'DESCRIBED BY G.R.HEID
 GN0672
 GN0672                          STATION RECOVERY (1992)
 GN0672
 GN0672'RECOVERY NOTE BY NM HIGHWAY DEPT 1992
 GN0672'400
 GN0672
 GN0672                          STATION RECOVERY (1998)
 GN0672
 GN0672'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (WAS)
 GN0672'THE STATION IS LOCATED ABOUT 12 MI (19.3 KM) SOUTHWEST OF TIERRA
 GN0672'AMARILLA, 3 MI (4.8 KM) NORTHEAST OF EL VADO, AT THE EL VADO LAKE
 GN0672'STATE PARK AIRSTRIP.  OWNERSHIP--STATE OF NEW MEXICO, EL VADO LAKE
 GN0672'STATE PARK, ANTHONY MARQUEZ, MANAGER, TELEPHONE 505-588-7470, PO BOX
 GN0672'367, TIERRA AMARILLA NM 87575.  FOR ACCESS THROUGH LOCKED GATE,
 GN0672'CONTACT JOHN ZAMORA, NEW MEXICO DEPARTMENT OF GAME AND FISH, PHONE
 GN0672'505-588-9313 OR 588-7307.  TO REACH THE STATION FROM THE JUNCTION OF
 GN0672'US HIGHWAYS 64, 84 AND STATE HIGHWAY 112 ON THE NORTH SIDE OF TIERRA
 GN0672'AMARILLA, GO SOUTHWEST ON HIGHWAY 112 FOR 12.4 MI (20.0 KM) TO THE
 GN0672'INTERSECTION WITH A ROAD ON THE RIGHT LEADING TO EL VADO LAKE STATE
 GN0672'PARK.  TURN RIGHT, NORTH, AND GO 2.75 MI (4.43 KM) TO A ROAD CURVE
 GN0672'LEFT AND A DIRT ROAD ON THE RIGHT, LEADING TO THE ABANDONED STATE PARK
 GN0672'AIRSTRIP.  TURN RIGHT, NORTH, AND GO 0.15 MI (0.24 KM), PASSING
 GN0672'THROUGH THE AIRSTRIP GATE (NORMALLY LOCKED), TO THE STATION ON THE
 GN0672'LEFT.  IF THE GATE IS LOCKED, IT IS POSSIBLE TO WALK ABOUT 0.1 MI (0.2
 GN0672'KM) TO THE STATION.  THE STATION IS A PUNCH MARK ON THE TOP OF A
 GN0672'STAINLESS STEEL ROD THAT IS ACCESSED THROUGH AN ALUMINUM LOGO CAP. THE
 GN0672'STATION IS 24.5 M (80.4 FT) WEST OF THE CENTERLINE OF THE DIRT ROAD,
 GN0672'33.0 M (108.3 FT) SOUTH OF THE CENTER OF THE OLD RUNWAY, 5.5 M (18.0
 GN0672'FT) SOUTH OF A DITCH EDGE, 20.3 M (66.6 FT) SOUTHWEST OF THE WEST END
 GN0672'OF A METAL DRAIN PIPE UNDER THE ROAD, 27.3 M (89.6 FT) NORTH-NORTHEAST
 GN0672'OF THE NORTHERNMOST WOOD POST IN A CABLE FENCE LINE AND IN THE CENTER
 GN0672'OF AND 1 M (3.3 FT) FROM THREE FIBERGLASS WITNESS POSTS.
 GN0672
 GN0672                          STATION RECOVERY (2005)
 GN0672
 GN0672'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (BHI)
 GN0672'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0626 ***********************************************************************
 EP0626  DESIGNATION -  ELDA
 EP0626  PID         -  EP0626
 EP0626  STATE/COUNTY-  NM/LINCOLN
 EP0626  USGS QUAD   -  TECOLOTE PEAK (1995)
 EP0626
 EP0626                         *CURRENT SURVEY CONTROL
 EP0626  ___________________________________________________________________
 EP0626* NAD 83(1992)-  34 06 14.73077(N)    105 42 01.09467(W)     ADJUSTED  
 EP0626* NAVD 88     -      2065.0    (meters)    6775.     (feet)  VERTCON   
 EP0626  ___________________________________________________________________
 EP0626  LAPLACE CORR-          -0.07  (seconds)                    DEFLEC99
 EP0626  GEOID HEIGHT-         -20.10  (meters)                     GEOID03
 EP0626
 EP0626  HORZ ORDER  -  FIRST
 EP0626
 EP0626.The horizontal coordinates were established by classical geodetic methods
 EP0626.and adjusted by the National Geodetic Survey in December 1993..
 EP0626
 EP0626.The NAVD 88 height was computed by applying the VERTCON shift value to
 EP0626.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EP0626
 EP0626.The Laplace correction was computed from DEFLEC99 derived deflections.
 EP0626
 EP0626.The geoid height was determined by GEOID03.
 EP0626
 EP0626;                    North         East     Units Scale Factor Converg.
 EP0626;SPC NM C     -   344,335.327   550,716.732   MT  0.99993170   +0 18 29.6
 EP0626;SPC NM C     - 1,129,706.82  1,806,809.81   sFT  0.99993170   +0 18 29.6
 EP0626;UTM  13      - 3,773,918.918   435,406.825   MT  0.99965143   -0 23 33.6
 EP0626
 EP0626!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EP0626!SPC NM C     -   0.99967909  x   0.99993170  =   0.99961082
 EP0626!UTM  13      -   0.99967909  x   0.99965143  =   0.99933064
 EP0626
 EP0626:                Primary Azimuth Mark                     Grid Az
 EP0626:SPC NM C     -  ELDA RM 3 AZIMUTH                        027 58 53.3
 EP0626:UTM  13      -  ELDA RM 3 AZIMUTH                        028 40 56.5
 EP0626
 EP0626|---------------------------------------------------------------------|
 EP0626| PID    Reference Object                     Distance      Geod. Az  |
 EP0626|                                                           dddmmss.s |
 EP0626| CJ6282 ELDA RM 3 AZIMUTH                                  0281722.9 |
 EP0626| CJ6280 ELDA RM 1                            10.952 METERS 03305     |
 EP0626| CJ6281 ELDA RM 2                            13.818 METERS 28846     |
 EP0626|---------------------------------------------------------------------|
 EP0626
 EP0626                          SUPERSEDED SURVEY CONTROL
 EP0626
 EP0626  NAD 83(1986)-  34 06 14.73767(N)    105 42 01.09602(W) AD(       ) 1
 EP0626  NAD 27      -  34 06 14.49408(N)    105 41 59.14593(W) AD(       ) 1
 EP0626  NGVD 29 (07/19/86) 2064.1    (m)         6772.     (f) VERT ANG       
 EP0626
 EP0626.Superseded values are not recommended for survey control.
 EP0626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EP0626.See file dsdata.txt to determine how the superseded data were derived.
 EP0626
 EP0626_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDT3540773919(NAD 83)
 EP0626_MARKER: DS = TRIANGULATION STATION DISK
 EP0626_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EP0626_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EP0626
 EP0626  HISTORY     - Date     Condition        Report By
 EP0626  HISTORY     - 1975     MONUMENTED       NGS
 EP0626
 EP0626                          STATION DESCRIPTION
 EP0626
 EP0626'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (JRS)
 EP0626'THE STATION IS ABOUT 12 MILES SOUTHWEST OF CORONA,
 EP0626'3 MILES NORTHWEST OF ELDA AND IS ON THE SOUTHEAST
 EP0626'RIGHT-OF-WAY OF U.S. HIGHWAY 54.  IT IS ON PROPERTY OF THE
 EP0626'NEW MEXICO STATE HIGHWAY DEPARTMENT AND PERMISSION WAS
 EP0626'OBTAINED FROM C.A. BANKSTON, ENGINEER OF SURVEYS, SANTA FE.
 EP0626'
 EP0626'TO REACH THE STATION FROM THE POST OFFICE IN CORONA, GO
 EP0626'SOUTHWEST ON U.S. HIGHWAY 54 FOR 9.4 MILES TO A
 EP0626'CROSSROAD, CONTINUE SOUTHWESTERLY ON HIGHWAY 54 FOR
 EP0626'1.3 MILES TO THE ENTRANCE TO THE EL PASO NATURAL GAS
 EP0626'COMPANY.  LINCOLN COMPRESSOR STATION ON THE LEFT AND
 EP0626'THE AZIMUTH MARK ON THE LEFT.  CONTINUE SOUTHWESTERLY ON THE
 EP0626'HIGHWAY FOR 1.6 MILES TO THE STATION ON THE LEFT.
 EP0626'
 EP0626'STATION MARKS ARE STANDARD DISKS, STAMPED ELDA 1975.  THE
 EP0626'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 EP0626'CONCRETE MONUMENT THAT PROJECTS 1 INCH ABOVE THE GROUND.  THE
 EP0626'UNDERGROUND DISK IS SET IN A IRREGULAR MASS OF CONCRETE 30
 EP0626'INCHES BELOW THE GROUND.  THEY ARE 4.2 FEET NORTHWEST OF A FENCE
 EP0626'AND 123 FEET SOUTHEAST OF THE CENTERLINE OF U.S. HIGHWAY 54.
 EP0626'
 EP0626'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED ELDA NO 1
 EP0626'1975, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 EP0626'PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS 1 FOOT NORTHWEST OF THE
 EP0626'FENCE AND IS ABOUT 1 FOOT LOWER THAN THE STATION.
 EP0626'
 EP0626'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED ELDA NO
 EP0626'2 1975, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 EP0626'MONUMENT THAT PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS 49.5
 EP0626'FEET NORTHWEST OF THE FENCE, 77.0 FEET SOUTHEAST OF THE CENTERLINE
 EP0626'OF U.S. HIGHWAY 54 AND IS ABOUT THE SAME ELEVATION AS THE
 EP0626'STATION.
 EP0626'
 EP0626'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED ELDA NO
 EP0626'3 1975 AZ, SET IN THE TOP OF A 12-INCH CYLINDRICAL
 EP0626'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 EP0626'3.0 FEET NORTHWEST OF A FENCE, 18.5 FEET SOUTHWEST OF THE
 EP0626'APPROXIMATE CENTER OF A CATTLE GUARD AND 123.5 FEET SOUTHEAST
 EP0626'OF THE CENTERLINE OF U.S. HIGHWAY 54.
 EP0626'
 EP0626'REFERENCE MARK 3 WILL SERVE AS THE AZIMUTH MARK.
 EP0626'
 EP0626'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1405 ***********************************************************************
 FO1405  DESIGNATION -  ELECT
 FO1405  PID         -  FO1405
 FO1405  STATE/COUNTY-  NM/BERNALILLO
 FO1405  USGS QUAD   -  THE VOLCANOES (1990)
 FO1405
 FO1405                         *CURRENT SURVEY CONTROL
 FO1405  ___________________________________________________________________
 FO1405* NAD 83(1992)-  35 09 25.59568(N)    106 50 54.92049(W)     ADJUSTED  
 FO1405* NAVD 88     -      1836.3    (meters)    6025.     (feet)  GPS OBS   
 FO1405  ___________________________________________________________________
 FO1405  X           -  -1,513,532.137 (meters)                     COMP
 FO1405  Y           -  -4,997,738.914 (meters)                     COMP
 FO1405  Z           -   3,653,176.198 (meters)                     COMP
 FO1405  LAPLACE CORR-          -1.05  (seconds)                    DEFLEC99
 FO1405  ELLIP HEIGHT-        1815.01  (meters)          (09/28/01) GPS OBS
 FO1405  GEOID HEIGHT-         -21.32  (meters)                     GEOID03
 FO1405
 FO1405  HORZ ORDER  -  FIRST
 FO1405  ELLP ORDER  -  FOURTH    CLASS I
 FO1405
 FO1405.The horizontal coordinates were established by classical geodetic methods
 FO1405.and adjusted by the National Geodetic Survey in December 1993..
 FO1405
 FO1405.The orthometric height was determined by GPS observations and a
 FO1405.high-resolution geoid model.
 FO1405
 FO1405.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FO1405
 FO1405.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1405
 FO1405.The ellipsoidal height was determined by GPS observations
 FO1405.and is referenced to NAD 83.
 FO1405
 FO1405.The geoid height was determined by GEOID03.
 FO1405
 FO1405;                    North         East     Units Scale Factor Converg.
 FO1405;SPC NM C     -   461,166.601   445,465.672   MT  0.99993664   -0 20 40.9
 FO1405;SPC NM C     - 1,513,010.76  1,461,498.63   sFT  0.99993664   -0 20 40.9
 FO1405;UTM  13      - 3,892,030.547   331,626.329   MT  0.99994939   -1 03 52.9
 FO1405
 FO1405!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1405!SPC NM C     -   0.99971519  x   0.99993664  =   0.99965185
 FO1405!UTM  13      -   0.99971519  x   0.99994939  =   0.99966459
 FO1405
 FO1405|---------------------------------------------------------------------|
 FO1405| PID    Reference Object                     Distance      Geod. Az  |
 FO1405|                                                           dddmmss.s |
 FO1405| CD3389 ELECT RM 2                           14.206 METERS 08315     |
 FO1405| FO1414 WEST MESA FAA RADAR DOME            APPROX. 9.7 KM 1912950.6 |
 FO1405| CD3387 ELECT AZ MK                                        2693835.1 |
 FO1405| CD3388 ELECT RM 1                           12.858 METERS 34503     |
 FO1405|---------------------------------------------------------------------|
 FO1405
 FO1405                          SUPERSEDED SURVEY CONTROL
 FO1405
 FO1405  ELLIP H (12/21/93) 1815.09   (m)                       GP(       ) 4 1
 FO1405  ELLIP H (07/01/93) 1815.11   (m)                       GP(       ) 4 2
 FO1405  NAD 83(1986)-  35 09 25.60060(N)    106 50 54.92233(W) AD(       ) 1
 FO1405  NAD 27      -  35 09 25.44621(N)    106 50 52.81221(W) AD(       ) 1
 FO1405
 FO1405.Superseded values are not recommended for survey control.
 FO1405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1405.See file dsdata.txt to determine how the superseded data were derived.
 FO1405
 FO1405_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU3162692031(NAD 83)
 FO1405_MARKER: DS = TRIANGULATION STATION DISK
 FO1405_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FO1405_SP_SET: CONCRETE POST
 FO1405_STAMPING: ELECT 1969
 FO1405_MARK LOGO: CGS   
 FO1405_MAGNETIC: N = NO MAGNETIC MATERIAL
 FO1405_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO1405+STABILITY: SURFACE MOTION
 FO1405_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FO1405+SATELLITE: SATELLITE OBSERVATIONS - December 01, 1991
 FO1405
 FO1405  HISTORY     - Date     Condition        Report By
 FO1405  HISTORY     - 1969     MONUMENTED       CGS
 FO1405  HISTORY     - 1969     GOOD             CGS
 FO1405  HISTORY     - 19911201 GOOD             NM0030
 FO1405
 FO1405                          STATION DESCRIPTION
 FO1405
 FO1405'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JLC)
 FO1405'THE STATION IS LOCATED ABOUT 12 MILES WEST-NORTHWEST OF THE
 FO1405'CENTER OF ALBUQUERQUE, 7 MILES NORTH OF U.S. HIGHWAY 66, 4
 FO1405'MILES SOUTH OF THE BERNALILLO-SANDOVAL COUNTY LINE AND SET
 FO1405'UNDER POWER LINES.
 FO1405'
 FO1405'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 66 AND
 FO1405'N COORS ROAD (STATE HIGHWAY 448) AT THE WESTERN EDGE OF
 FO1405'ALBUQUERQUE, GO WEST ON HIGHWAY 66 FOR 4.3 MILES TO THE SUMMIT
 FO1405'OF A HILL AND A TRUCK STOP ON THE RIGHT.  CONTINUE WEST
 FO1405'ON THE HIGHWAY FOR 0.35 MILE TO A SIDE ROAD RIGHT, LEADING
 FO1405'OVER AN OVERPASS.  TURN RIGHT AND GO NORTH AND THEN WEST ON THE
 FO1405'NORTH SERVICE ROAD FOR 0.4 MILE TO A SIDE ROAD ON THE RIGHT.
 FO1405'TURN RIGHT AND GO IN A NORTHERLY DIRECTION ON THE MAIN
 FO1405'TRAVELED ROAD FOR 1.5 MILES TO A CROSSROAD AND POWER LINES.
 FO1405'CONTINUE NORTH FOR 2.8 MILES TO AN EAST-WEST WIRE FENCE AND
 FO1405'A WOODEN GATE.  TURN LEFT AND GO WEST ON THE SOUTH SIDE OF
 FO1405'THE FENCE ON A TRACK ROAD FOR 1.1 MILES TO A T-FENCE
 FO1405'CORNER NORTH AND A CATTLE GUARD.  TURN RIGHT CROSS THE
 FO1405'CATTLE GUARD AND GO NORTH FOR 1.7 MILES TO A LOCKED
 FO1405'GATE.  TURN LEFT AND GO WEST, THENCE NORTH AND BACK EAST
 FO1405'AROUND A FENCED IN WATER TANK FOR 0.3 MILE, THENCE GO NORTH
 FO1405'ALONG THE WEST SIDE OF A WIRE FENCE FOR 0.45 MILE TO A POWER
 FO1405'LINE.  TURN LEFT AND GO WEST ON A TRACK ROAD ALONG THE
 FO1405'POWER LINE FOR 0.8 MILE TO THE TOP OF A RIDGE AND
 FO1405'POWER LINE POLE NUMBER KM 57 ON THE RIGHT AND THE
 FO1405'STATION ON THE RIGHT.
 FO1405'
 FO1405'THE STATION MARK IS A STANDARD DISK STAMPED ELECT 1969, SET
 FO1405'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 FO1405'PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS 46 FEET WEST OF THE
 FO1405'SOUTH POWER LINE POLE WITH NUMBER KM 57, 34 FEET NORTH-NORTHWEST
 FO1405'OF THE CENTER OF THE TRACK ROAD AND 6.0 FEET EAST OF A METAL
 FO1405'WITNESS POST.
 FO1405'
 FO1405'REFERENCE MARK 1 IS A STANDARD DISK STAMPED ELECT NO 1 1969,
 FO1405'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 FO1405'WHICH PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS 75 FEET
 FO1405'NORTH-NORTHWEST OF THE CENTER OF THE TRACK ROAD, 74 FEET
 FO1405'NORTHWEST OF THE SOUTH POWER LINE POLE WITH NUMBER KM 57 AND
 FO1405'41.8 FEET NORTH OF THE METAL WITNESS POST.
 FO1405'
 FO1405'REFERENCE MARK 2 IS A STANDARD DISK STAMPED ELECT NO 2 1969,
 FO1405'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 FO1405'WHICH PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS 51 FEET EAST
 FO1405'OF THE METAL WITNESS POST, 40 FEET NORTH OF THE CENTER OF THE
 FO1405'TRACK ROAD, 12 FEET NORTH OF THE SOUTH POWER LINE POLE WITH
 FO1405'NUMBER KM 57 AND 2.3 FEET SOUTH OF THE NORTH POWER LINE POLE.
 FO1405'
 FO1405'THE AZIMUTH MARK IS A STANDARD DISK STAMPED ELECT 1969, SET
 FO1405'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 FO1405'PROJECTS 6 INCHES ABOVE THE GROUND.  IT IS 26 FEET NORTH
 FO1405'OF THE CENTER OF THE TRACK ROAD, 2.5 FEET EAST OF A METAL
 FO1405'WITNESS POST AND 2.0 FEET SOUTH OF POWER LINE POLE WITH
 FO1405'NUMBER KM 59.
 FO1405'
 FO1405'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON THE TRACK
 FO1405'ROAD FOR 0.3 MILE TO THE MARK ON THE RIGHT AT POWER LINE
 FO1405'POLE NUMBER KM 59.
 FO1405'
 FO1405'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 FO1405
 FO1405                          STATION RECOVERY (1969)
 FO1405
 FO1405'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 FO1405'RECOVERED IN GOOD CONDITION.
 FO1405
 FO1405                          STATION RECOVERY (1991)
 FO1405
 FO1405'RECOVERY NOTE BY CITY OF ALBUQUERQUE NEW MEXICO 1991
 FO1405'THE STATION IS LOCATED ABOUT 12 MI (19.3 KM) WEST-NORTHWEST OF
 FO1405'DOWNTOWN ALBUQUERQUE AND 4 MI (6.4 KM) SOUTH OF THE
 FO1405'BERNALILLO-SANDOVAL COUNTY LINE.
 FO1405'TO REACH THE STATION FROM THE INTERSECTION OF CENTRAL AVE. AND PASEO
 FO1405'DEL VOLCAN NW ON THE WEST SIDE OF ALBUQUERQUE, PROCEED NORTH ON PASEO
 FO1405'DEL VOLCAN NW FOR 4.7 MI (7.6 KM) TO A PAVED ROAD ALONG THE NORTH
 FO1405'BOUNDARY OF THE ATRISCO LAND GRANT.  TURN LEFT, WEST, AND GO 1.8 MI
 FO1405'(2.9 KM) TO THE SOILS AMENDMENT FACILITY ROAD ON THE RIGHT.  CONTINUE
 FO1405'WEST ALONG THE ATRISCO GRANT BOUNDARY FOR 0.9 MI (1.4 KM) TO THE
 FO1405'ENTRANCE TO THE SHOOTING RANGE PARK ON THE RIGHT.  TURN RIGHT, NORTH,
 FO1405'ON A DIRT ROAD IN THE SHOOTING RANGE PARK AND GO 0.9 MI (1.4 KM) TO A
 FO1405'CURVE IN THE ROAD TO THE WEST. PROCEED WEST ON THE DIRT ROAD FOR 0.22
 FO1405'MI (0.35 KM) TO A GATE.  CONTINUE WEST 0.32 MI (0.51 KM) A TO A
 FO1405'SECOND GATE AND GO WEST AND SOUTHWEST FOR 1.6 MI (2.6 KM) TO A SIGN
 FO1405'FOR SKEET AND TRAP FIELDS ON THE RIGHT.  CONTINUE 25 M (82.0 FT)
 FO1405'BEYOND THE SIGN TO A DIRT ROAD ON THE RIGHT.  TURN RIGHT, WEST, ON THE
 FO1405'DIRT ROAD FOR 50 M (164.0 FT) TO AN ANGLE POINT IN A NORTH-SOUTH
 FO1405'BARBED WIRE FENCE.  GO NORTH ALONG THE EAST SIDE OF THE FENCE FOR 0.2
 FO1405'MI (0.3 KM) TO A SECOND ANGLE POINT IN THE FENCE.  CONTINUE NORTHEAST
 FO1405'FOR 0.35 MI (0.56 KM) TO A THIRD ANGLE POINT IN THE FENCE.  CONTINUE
 FO1405'NORTH FOR 0.5 MI (0.8 KM) TO A FOURTH ANGLE POINT IN THE FENCE.
 FO1405'CONTINUE NORTH FOR 0.25 MI (0.40 KM) TO A FITH ANGLE POINT IN THE
 FO1405'FENCE. CONTINUE NORTHEST FOR 0.1 MI (0.2 KM) TO A SIXTH ANGLE POINT
 FO1405'IN THE FENCE. CONTINUE NORTH FOR 0.5 MI (0.8 KM) TO A GATE IN THE
 FO1405'FENCE ON THE LEFT AND A DIRT ROAD ALONG THE SOUTH SIDE OF EAST-WEST
 FO1405'ELECTRIC TRANSMISSION LINES.  TURN RIGHT, EAST, ON THE DIRT ROAD AND
 FO1405'GO 25 M (82.0 FT) TO A RIGHT ANGLE POINT IN THE ELECTRIC LINES,
 FO1405'CONSISTING OF THREE SINGLE POLES WITH GUY WIRES ON THE LEFT.
 FO1405'CONTINUE EAST ON THE DIRT ROAD FOR 0.5 MI (0.8 KM) TO THE AZIMUTH
 FO1405'MARK ON THE LEFT AND ANOTHER 0.3 MI (0.5 KM) TO THE STATION ON THE
 FO1405'LEFT.
 FO1405'THE STATION IS A STANDARD USCGS TRIANGULATION DISK STAMPED ---ELECT
 FO1405'1969--- SET IN THE TOP OF A 0.3 M (1.0 FT) CYLINDRICAL CONCRETE
 FO1405'MONUMENT PROJECTING 0.1 M (0.3 FT) ABOVE THE GROUND.  IT IS ABOUT
 FO1405'10.5 M (34.4 FT) NORTH OF THE CENTERLINE OF A DIRT ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1163 ***********************************************************************
 FO1163  DESIGNATION -  ELENA
 FO1163  PID         -  FO1163
 FO1163  STATE/COUNTY-  NM/BERNALILLO
 FO1163  USGS QUAD   -  ALAMEDA (1990)
 FO1163
 FO1163                         *CURRENT SURVEY CONTROL
 FO1163  ___________________________________________________________________
 FO1163* NAD 83(1992)-  35 11 31.73481(N)    106 30 57.07684(W)     ADJUSTED  
 FO1163* NAVD 88     -      1787.9    (meters)    5866.     (feet)  VERTCON   
 FO1163  ___________________________________________________________________
 FO1163  LAPLACE CORR-          13.99  (seconds)                    DEFLEC99
 FO1163  GEOID HEIGHT-         -20.39  (meters)                     GEOID03
 FO1163
 FO1163  HORZ ORDER  -  FIRST
 FO1163
 FO1163.The horizontal coordinates were established by classical geodetic methods
 FO1163.and adjusted by the National Geodetic Survey in December 1993..
 FO1163
 FO1163.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1163.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1163
 FO1163.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1163
 FO1163.The geoid height was determined by GEOID03.
 FO1163
 FO1163;                    North         East     Units Scale Factor Converg.
 FO1163;SPC NM C     -   464,921.865   475,789.875   MT  0.99990722   -0 09 11.6
 FO1163;SPC NM C     - 1,525,331.15  1,560,987.28   sFT  0.99990722   -0 09 11.6
 FO1163;UTM  13      - 3,895,404.212   361,994.435   MT  0.99983472   -0 52 25.5
 FO1163
 FO1163!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1163!SPC NM C     -   0.99972265  x   0.99990722  =   0.99962989
 FO1163!UTM  13      -   0.99972265  x   0.99983472  =   0.99955742
 FO1163
 FO1163:                Primary Azimuth Mark                     Grid Az
 FO1163:SPC NM C     -  T11N R4E SEC 10 MP 6 EG                  098 40 23.1
 FO1163:UTM  13      -  T11N R4E SEC 10 MP 6 EG                  099 23 37.0
 FO1163
 FO1163|---------------------------------------------------------------------|
 FO1163| PID    Reference Object                     Distance      Geod. Az  |
 FO1163|                                                           dddmmss.s |
 FO1163| FO1010 T11N R4E SEC 10 MP 6 EG             APPROX. 1.6 KM 0983111.5 |
 FO1163| CD3390 ELENA RM 1                            9.572 METERS 11049     |
 FO1163| FO1170 T11N R4E SEC 9 MP 5 EG               11.350 METERS 26601     |
 FO1163| FO1152 CORONADO AIRPORT BEACON             APPROX. 5.6 KM 2762659.9 |
 FO1163|---------------------------------------------------------------------|
 FO1163
 FO1163                          SUPERSEDED SURVEY CONTROL
 FO1163
 FO1163  NAD 83(1986)-  35 11 31.74094(N)    106 30 57.07806(W) AD(       ) 1
 FO1163  NAD 27      -  35 11 31.58289(N)    106 30 54.99372(W) AD(       ) 1
 FO1163  NGVD 29 (07/19/86) 1787.0    (m)         5863.     (f) VERT ANG       
 FO1163
 FO1163.Superseded values are not recommended for survey control.
 FO1163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1163.See file dsdata.txt to determine how the superseded data were derived.
 FO1163
 FO1163_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU6199495404(NAD 83)
 FO1163_MARKER: DS = TRIANGULATION STATION DISK
 FO1163_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FO1163_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FO1163
 FO1163  HISTORY     - Date     Condition        Report By
 FO1163  HISTORY     - 1969     MONUMENTED       CGS
 FO1163
 FO1163                          STATION DESCRIPTION
 FO1163
 FO1163'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JLC)
 FO1163'THE STATION MARK IS LOCATED ABOUT 10-1/2 MILES NORTHEAST OF
 FO1163'THE CENTER OF ALBUQUERQUE, 7-3/4 MILES NORTH OF INTERSTATE
 FO1163'HIGHWAY 40 AND 3-1/2 MILES EAST OF INTERSTATE HIGHWAY 25.
 FO1163'
 FO1163'TO REACH THE STATION FROM THE JUNCTION OF JUAN TABO BLVD. NE
 FO1163'AND MONTGOMERY BLVD. NE IN THE NORTHEAST PART OF ALBUQUERQUE,
 FO1163'GO EAST ON MONTGOMERY BLVD. NE FOR 1.0 MILE TO A CROSSROAD.
 FO1163'TURN LEFT, GO NORTH ON TRAMWAY BLVD. NE (GRAVELED) FOR 3.9
 FO1163'MILES TO A TRACK ROAD LEFT AND EG 6M S10 T11N R42 (GLO) MARK
 FO1163'IN THE NORTHWEST ANGLE OF THE INTERSECTION.  (THIS MARK WAS
 FO1163'USED AS AN AZIMUTH MARK.) TURN LEFT AND GO WEST ON THE TRACK
 FO1163'ROAD FOR 1.0 MILE TO THE STATION ON THE RIGHT.
 FO1163'
 FO1163'THE STATION MARK IS A STANDARD DISK STAMPED ELENA 1969, SET
 FO1163'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 FO1163'PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS 17 FEET NORTH OF
 FO1163'THE CENTER OF THE TRACK ROAD AND 4.7 FEET WEST-NORTHWEST OF A
 FO1163'METAL WITNESS POST.
 FO1163'
 FO1163'REFERENCE MARK 1 IS A STANDARD DISK STAMPED ELENA NO 1 1969,
 FO1163'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 FO1163'WHICH PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS 28 FEET EAST
 FO1163'OF THE METAL WITNESS POST AND 11 FEET NORTH OF THE CENTER OF
 FO1163'THE TRACK ROAD.
 FO1163'
 FO1163'EG 5M S9 T11N R4E IS A U.S. GENERAL LAND OFFICE SURVEY DISK
 FO1163'STAMPED EG 5M S9 T11N R4E 1921, WHICH IS A PIPE MARK WITH THE
 FO1163'DISK ATTACHED TO THE TOP.  THE PIPE HAS BEEN REINFORCED BY A
 FO1163'12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS 1 FOOT
 FO1163'ABOVE THE GROUND.  IT IS 39.3 FEET WEST OF THE METAL WITNESS
 FO1163'POST AND 9 FEET NORTH OF THE CENTER OF THE TRACK ROAD.
 FO1163'
 FO1163'EG 6M S10 T11N R4E IS A U.S. GENERAL LAND OFFICE SURVEY DISK
 FO1163'STAMPED EG 6M S10 T11N R4E 1921, WHICH IS A PIPE MARK WITH THE
 FO1163'DISK ATTACHED TO THE TOP.  THE PIPE HAS BEEN REINFORCED BY
 FO1163'A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS 1 FOOT
 FO1163'ABOVE THE GROUND.  IT IS 98 FEET WEST OF THE CENTER OF TRAMWAY
 FO1163'BLVD. NE AND 20 FEET NORTH OF THE CENTER OF THE TRACK ROAD.
 FO1163'
 FO1163'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1542 ***********************************************************************
 CX1542  DESIGNATION -  ELEPHANT
 CX1542  PID         -  CX1542
 CX1542  STATE/COUNTY-  NM/OTERO
 CX1542  USGS QUAD   -  ELEPHANT MOUNTAIN (1955)
 CX1542
 CX1542                         *CURRENT SURVEY CONTROL
 CX1542  ___________________________________________________________________
 CX1542* NAD 83(1992)-  32 24 05.22687(N)    106 09 25.74643(W)     ADJUSTED  
 CX1542* NAVD 88     -      1278.     (meters)    4193.     (feet)  SCALED    
 CX1542  ___________________________________________________________________
 CX1542  LAPLACE CORR-           5.22  (seconds)                    DEFLEC99
 CX1542  GEOID HEIGHT-         -23.20  (meters)                     GEOID03
 CX1542
 CX1542  HORZ ORDER  -  THIRD
 CX1542
 CX1542.The horizontal coordinates were established by classical geodetic methods
 CX1542.and adjusted by the National Geodetic Survey in December 1993..
 CX1542
 CX1542.The orthometric height was scaled from a topographic map.
 CX1542
 CX1542.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1542
 CX1542.The geoid height was determined by GEOID03.
 CX1542
 CX1542;                    North         East     Units Scale Factor Converg.
 CX1542;SPC NM C     -   155,383.498   508,734.205   MT  0.99990094   +0 02 59.1
 CX1542;SPC NM C     -   509,787.36  1,669,072.14   sFT  0.99990094   +0 02 59.1
 CX1542;UTM  13      - 3,585,523.916   391,176.566   MT  0.99974604   -0 37 12.4
 CX1542
 CX1542!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1542!SPC NM C     -   0.99980309  x   0.99990094  =   0.99970405
 CX1542!UTM  13      -   0.99980309  x   0.99974604  =   0.99954918
 CX1542
 CX1542:                Primary Azimuth Mark                     Grid Az
 CX1542:SPC NM C     -  ELEPHANT AZ MK                           058 38 50.9
 CX1542:UTM  13      -  ELEPHANT AZ MK                           059 19 02.4
 CX1542
 CX1542|---------------------------------------------------------------------|
 CX1542| PID    Reference Object                     Distance      Geod. Az  |
 CX1542|                                                           dddmmss.s |
 CX1542| CC7330 ELEPHANT AZ MK                                     0584150.0 |
 CX1542| CC7331 ELEPHANT RM 1                        18.071 METERS 05951     |
 CX1542| CC7332 ELEPHANT RM 2                        18.194 METERS 17716     |
 CX1542|---------------------------------------------------------------------|
 CX1542
 CX1542                          SUPERSEDED SURVEY CONTROL
 CX1542
 CX1542  NAD 83(1986)-  32 24 05.23339(N)    106 09 25.74607(W) AD(       ) 3
 CX1542  NAD 27      -  32 24 04.88650(N)    106 09 23.78860(W) AD(       ) 3
 CX1542
 CX1542.Superseded values are not recommended for survey control.
 CX1542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1542.See file dsdata.txt to determine how the superseded data were derived.
 CX1542
 CX1542_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR9117785524(NAD 83)
 CX1542_MARKER: DD = SURVEY DISK
 CX1542_SETTING: 0 = UNSPECIFIED SETTING
 CX1542
 CX1542  HISTORY     - Date     Condition        Report By
 CX1542  HISTORY     - 1943     MONUMENTED       CGS
 CX1542  HISTORY     - 1952     GOOD             CGS
 CX1542
 CX1542                          STATION DESCRIPTION
 CX1542
 CX1542'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (EHB)
 CX1542'STATION IS LOCATED ABOUT 4 MILES WEST AND 1 MILE NORTH OF
 CX1542'OROGRANDE, NEAR THE OROGRANDE ANTI-AIRCRAFT TRAINING CAMP,
 CX1542'AND AT THE WEST BASE OF ELEPHANT MOUNTAIN.
 CX1542'
 CX1542'STATION MARK IS A BRONZE STATION DISK SET IN THE TOP OF A
 CX1542'CONCRETE POST FLUSH WITH THE GROUND.  IT IS STAMPED ELEPHANT
 CX1542'1943.
 CX1542'
 CX1542'UNDERGROUND MARK IS A BRONZE DISK SET IN THE TOP OF A CONCRETE
 CX1542'POST.
 CX1542'
 CX1542'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN THE TOP
 CX1542'OF A CONCRETE POST FLUSH WITH THE GROUND.  IT IS STAMPED
 CX1542'ELEPHANT NO 1 1943.
 CX1542'
 CX1542'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN THE TOP
 CX1542'OF A CONCRETE POST FLUSH WITH THE GROUND.  IT IS STAMPED
 CX1542'ELEPHANT NO 2 1943.
 CX1542'
 CX1542'THE AZIMUTH MARK IS LOCATED ABOUT 0.3 MILE NORTHEAST OF THE
 CX1542'STATION, ON THE EAST SLOPE OF A SMALL KNOLL, ABOUT 30 FEET
 CX1542'EAST OF A 4-FOOT ROCK CAIRN.  IT IS A BRONZE AZIMUTH DISK
 CX1542'WEDGED IN A DRILL HOLE IN OUTCROPPING BEDROCK PROJECTING
 CX1542'ABOUT 4 INCHES ABOVE GROUND.  IT IS STAMPED ELEPHANT 1943.
 CX1542'
 CX1542'TO REACH FROM THE POST OFFICE AT OROGRANDE, GO SOUTH ON
 CX1542'U.S. HIGHWAY 54 FOR 0.8 MILE TO SURFACED ROAD RIGHT.  TURN
 CX1542'RIGHT, WEST, AS PER SIGN CAMP OROGRANDE 4 MILES FOR 4.2 MILES
 CX1542'TO T-ROAD, JUST BEFORE REACHING BARRACKS.  CONTINUE STRAIGHT
 CX1542'AHEAD 0.3 MILE TO FORKS.  TAKE LEFT FORK 0.45 MILE TO BUILDING
 CX1542'WITH DOUBLE OBSERVATION PLATFORM ON ITS ROOF.  THE STATION
 CX1542'IS ABOUT 80 FEET WEST OF THE CENTER LINE OF ROAD, AND ABOUT
 CX1542'32 FEET WEST OF THE WEST WALL OF BUILDING.
 CX1542'
 CX1542'A 64-FOOT STEEL TOWER WAS USED FOR OBSERVATIONS.
 CX1542'
 CX1542'HEIGHT OF LIGHT ABOVE STATION MARK-24 METERS.
 CX1542
 CX1542                          STATION RECOVERY (1952)
 CX1542
 CX1542'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952
 CX1542'THE POSTS FOR THIS STATION AND R.M. 1 WERE FOUND DUG UP.
 CX1542'THE DISKS WERE RECOVERED.  R.M. 2 WAS NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1541 ***********************************************************************
 CX1541  DESIGNATION -  ELEPHANT MT
 CX1541  PID         -  CX1541
 CX1541  STATE/COUNTY-  NM/OTERO
 CX1541  USGS QUAD   -  ELEPHANT MOUNTAIN (1955)
 CX1541
 CX1541                         *CURRENT SURVEY CONTROL
 CX1541  ___________________________________________________________________
 CX1541* NAD 83(1992)-  32 23 35.13263(N)    106 08 43.15745(W)     ADJUSTED  
 CX1541* NAVD 88     -      1425.4    (meters)    4676.     (feet)  VERTCON   
 CX1541  ___________________________________________________________________
 CX1541  LAPLACE CORR-           5.06  (seconds)                    DEFLEC99
 CX1541  GEOID HEIGHT-         -23.17  (meters)                     GEOID03
 CX1541
 CX1541  HORZ ORDER  -  FIRST
 CX1541
 CX1541.The horizontal coordinates were established by classical geodetic methods
 CX1541.and adjusted by the National Geodetic Survey in December 1993..
 CX1541
 CX1541.The NAVD 88 height was computed by applying the VERTCON shift value to
 CX1541.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CX1541
 CX1541.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1541
 CX1541.The geoid height was determined by GEOID03.
 CX1541
 CX1541;                    North         East     Units Scale Factor Converg.
 CX1541;SPC NM C     -   154,457.600   509,847.983   MT  0.99990120   +0 03 21.9
 CX1541;SPC NM C     -   506,749.64  1,672,726.26   sFT  0.99990120   +0 03 21.9
 CX1541;UTM  13      - 3,584,585.209   392,279.272   MT  0.99974309   -0 36 49.1
 CX1541
 CX1541!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1541!SPC NM C     -   0.99977988  x   0.99990120  =   0.99968111
 CX1541!UTM  13      -   0.99977988  x   0.99974309  =   0.99952303
 CX1541
 CX1541|---------------------------------------------------------------------|
 CX1541| PID    Reference Object                     Distance      Geod. Az  |
 CX1541|                                                           dddmmss.s |
 CX1541| CC7333 ELEPHANT MT RM 1                      4.635 METERS 01644     |
 CX1541| CX1528 JARILLA 2                           APPROX. 3.1 KM 0755431.2 |
 CX1541| CX1536 OROGRANDE S PACIFIC RR SPIPE        APPROX. 6.3 KM 1104957.3 |
 CX1541| CC7334 ELEPHANT MT RM 2                      5.545 METERS 29902     |
 CX1541|---------------------------------------------------------------------|
 CX1541
 CX1541                          SUPERSEDED SURVEY CONTROL
 CX1541
 CX1541  NAD 83(1986)-  32 23 35.13948(N)    106 08 43.15633(W) AD(       ) 1
 CX1541  NAD 27      -  32 23 34.79580(N)    106 08 41.19540(W) AD(       ) 1
 CX1541  NGVD 29 (07/19/86) 1424.8    (m)         4675.     (f) VERT ANG       
 CX1541
 CX1541.Superseded values are not recommended for survey control.
 CX1541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1541.See file dsdata.txt to determine how the superseded data were derived.
 CX1541
 CX1541_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR9227984585(NAD 83)
 CX1541_MARKER: DD = SURVEY DISK
 CX1541_SETTING: 66 = SET IN ROCK OUTCROP
 CX1541
 CX1541  HISTORY     - Date     Condition        Report By
 CX1541  HISTORY     - 1952     MONUMENTED       CGS
 CX1541  HISTORY     - 1955     GOOD             AMS
 CX1541
 CX1541                          STATION DESCRIPTION
 CX1541
 CX1541'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RLE)
 CX1541'THE STATION IS LOCATED ABOUT 5.0 MILES WEST OF OROGRANDE
 CX1541'NEAR THE SOUTH END OF THE SUMMIT OF ELEPHANT MOUNTAIN AND
 CX1541'IS STAMPED ELEPHANT MT 1952.
 CX1541'
 CX1541'REFERENCE MARK NO. 1 IS ON THE SAME ELEVATION AS THE STATION
 CX1541'AND IS STAMPED ELEPHANT MT NO 1 1952.
 CX1541'
 CX1541'REFERENCE MARK NO. 2 IS ABOUT 4 FEET LOWER IN ELEVATION THAN
 CX1541'THE STATION AND IS STAMPED ELEPHANT MT NO 2 1952.
 CX1541'
 CX1541'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 21.11 FEET.
 CX1541'
 CX1541'STATION JARILLA 2 USED FOR AN AZIMUTH MARK IS ABOUT 4.0 MILES
 CX1541'WEST OF OROGRANDE ON THE SUMMIT OF A PROMINENT PEAK AND IS
 CX1541'STAMPED JARILLA 2 1952.
 CX1541'
 CX1541'TO REACH THE STATION FROM THE POST OFFICE IN OROGRANDE,
 CX1541'GO SOUTH ON U.S. HIGHWAY 54 FOR 1.0 MILE TO A T ROAD RIGHT,
 CX1541'TURN RIGHT AND GO WEST ON HARD SURFACED ROAD FOR 4.0 MILES
 CX1541'TO A SIDE ROAD ON THE RIGHT AT THE EAST END OF A ROW OF ARMY
 CX1541'BARRACKS, (TURN RIGHT AND GO NORTH FOR 0.1 MILE TO A DIM
 CX1541'ROAD ON THE RIGHT, TURN RIGHT AND GO 0.9 MILE TO A FORK,
 CX1541'TAKE LEFT FORK AND GO 0.75 MILE TO ANOTHER FORK, TAKE RIGHT
 CX1541'FORK AND GO 0.45 MILE TO A DIM ROAD ON THE RIGHT, TURN RIGHT
 CX1541'AND GO 0.2 MILE TO THE END OF TRUCK TRAVEL, PACK SOUTH UP
 CX1541'HILL TO HIGHEST POINT AND AZIMUTH MARK AS DESCRIBED.)
 CX1541'CONTINUE WEST FOR 0.4 MILE TO A FORK.  TAKE CENTER ONE OF
 CX1541'THREE FORKS AND GO SOUTH FOR 1.2 MILES TO A TRACK ROAD ON
 CX1541'THE LEFT, TURN LEFT AND GO SOUTHEAST FOR 0.1 MILE TO A
 CX1541'DIM FORK, TAKE LEFT FORK AND GO NORTHEAST FOR 0.2 MILE TO
 CX1541'A FORK, TAKE RIGHT FORK AND GO EASTERLY FOR 0.15 MILE
 CX1541'TO THE BASE OF MOUNTAIN AND END OF TRUCK TRAVEL.  FROM
 CX1541'THIS POINT PACK EAST AND NORTHEAST UP STEEP ROCKY HILL TO
 CX1541'THE SOUTH END OF SUMMIT AND STATION AS DESCRIBED.
 CX1541'
 CX1541'ABOUT A 20 MINUTE PACK.
 CX1541
 CX1541                          STATION RECOVERY (1955)
 CX1541
 CX1541'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1955
 CX1541'STATION RECOVERED IN GOOD CONDITION.  THE MARK IS A STANDARD
 CX1541'DISK SET IN ROCK AT THE HIGHEST POINT OF MOUNTAIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS1134 ***********************************************************************
 DS1134  DESIGNATION -  ELI
 DS1134  PID         -  DS1134
 DS1134  STATE/COUNTY-  NM/SOCORRO
 DS1134  USGS QUAD   -  OSCURA PEAK (1982)
 DS1134
 DS1134                         *CURRENT SURVEY CONTROL
 DS1134  ___________________________________________________________________
 DS1134* NAD 83(1992)-  33 44 39.74498(N)    106 15 18.07803(W)     ADJUSTED  
 DS1134* NAVD 88     -      1918.0    (meters)    6293.     (feet)  VERTCON   
 DS1134  ___________________________________________________________________
 DS1134  LAPLACE CORR-           0.76  (seconds)                    DEFLEC99
 DS1134  GEOID HEIGHT-         -21.09  (meters)                     GEOID03
 DS1134
 DS1134  HORZ ORDER  -  SECOND
 DS1134
 DS1134.The horizontal coordinates were established by classical geodetic methods
 DS1134.and adjusted by the National Geodetic Survey in December 1993..
 DS1134
 DS1134.The NAVD 88 height was computed by applying the VERTCON shift value to
 DS1134.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DS1134
 DS1134.The Laplace correction was computed from DEFLEC99 derived deflections.
 DS1134
 DS1134.The geoid height was determined by GEOID03.
 DS1134
 DS1134;                    North         East     Units Scale Factor Converg.
 DS1134;SPC NM C     -   304,302.597   499,534.735   MT  0.99990000   -0 00 10.0
 DS1134;SPC NM C     -   998,366.10  1,638,890.21   sFT  0.99990000   -0 00 10.0
 DS1134;UTM  13      - 3,734,520.515   383,751.867   MT  0.99976659   -0 41 50.0
 DS1134
 DS1134!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS1134!SPC NM C     -   0.99970230  x   0.99990000  =   0.99960233
 DS1134!UTM  13      -   0.99970230  x   0.99976659  =   0.99946896
 DS1134
 DS1134|---------------------------------------------------------------------|
 DS1134| PID    Reference Object                     Distance      Geod. Az  |
 DS1134|                                                           dddmmss.s |
 DS1134| CD2843 ELI RM 1                             10.500 METERS 02614     |
 DS1134| DS0250 FLOYD                               APPROX. 2.1 KM 0440459.3 |
 DS1134| DS1133 LUNCH                                 4.330 METERS 14416     |
 DS1134| CD2844 ELI RM 2                              7.058 METERS 28545     |
 DS1134|---------------------------------------------------------------------|
 DS1134
 DS1134                          SUPERSEDED SURVEY CONTROL
 DS1134
 DS1134  NAD 83(1986)-  33 44 39.75202(N)    106 15 18.08042(W) AD(       ) 2
 DS1134  NAD 27      -  33 44 39.48769(N)    106 15 16.07687(W) AD(       ) 2
 DS1134  NGVD 29 (07/19/86) 1917.2    (m)         6290.     (f) VERT ANG       
 DS1134
 DS1134.Superseded values are not recommended for survey control.
 DS1134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS1134.See file dsdata.txt to determine how the superseded data were derived.
 DS1134
 DS1134_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT8375234521(NAD 83)
 DS1134_MARKER: DS = TRIANGULATION STATION DISK
 DS1134_SETTING: 66 = SET IN ROCK OUTCROP
 DS1134
 DS1134  HISTORY     - Date     Condition        Report By
 DS1134  HISTORY     - 1966     MONUMENTED       CGS
 DS1134
 DS1134                          STATION DESCRIPTION
 DS1134
 DS1134'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (JWC)
 DS1134'THE STATION IS ABOUT 23 MILES WEST-NORTHWEST OF CARRIZOZO, 21-3/4
 DS1134'MILES NORTH-NORTHWEST OF OSCURO, 5 MILES SOUTH OF U.S. HIGHWAY 380
 DS1134'AND ABOUT 200 YARDS NORTHEAST OF THE SOUTH END OF A LOW RIDGE ON
 DS1134'THE WEST SIDE OF RED CANYON.
 DS1134'
 DS1134'TO REACH THE STATION FROM THE POST OFFICE IN THREE RIVERS, GO NORTH
 DS1134'ON U.S. HIGHWAY 54 FOR 11.3 MILES TO A GRAVELED SIDE ROAD ON THE
 DS1134'LEFT AT OSCURO.  TURN LEFT AND GO WEST ON MAIN GRAVELED ROAD FOR
 DS1134'6.2 MILES TO A LOCKED GATE.  (FOR COMBINATION TO LOCKED GATE, SEE
 DS1134'HEADQUARTERS).  PASS THROUGH THE GATE AND CONTINUE WEST FOR 0.85
 DS1134'MILE TO A SIDE ROAD ON THE RIGHT AT A GUARD SHACK, CONTINUE AHEAD,
 DS1134'WEST, FOR 0.65 MILE TO A SIDE ROAD ON THE RIGHT.  TURN RIGHT AND
 DS1134'GO NORTH ON MAIN GRAVELED ROAD FOR 14.1 MILES TO A FORK WHERE THE
 DS1134'MAIN ROAD TURNS LEFT JUST AFTER REACHING TOP OF RIDGE.  TAKE THE
 DS1134'RIGHT FORK, LEAVING THE MAIN ROAD, AND GO NORTH ON BLADED ROAD
 DS1134'FOR 1.9 MILES TO A WIRE GATE, PASS THROUGH THE GATE AND CONTINUE
 DS1134'ON BLADED ROAD DOWN INTO CANYON FOR 1.8 MILES TO A POINT WHERE THE
 DS1134'ROAD TURNS NORTH AFTER COMING OUT OF CANYON.  FOLLOW THE MAIN ROAD,
 DS1134'NORTH, ALONG THE WEST SIDE OF A TELEPHONE LINE FOR 2.2 MILES TO
 DS1134'WHERE THE ROAD TURNS LEFT AWAY FROM TELEPHONE LINE.  TURN LEFT AND
 DS1134'FOLLOW THE BLADED ROAD WEST FOR 0.65 MILE TO A T-ROAD, TURN LEFT,
 DS1134'SOUTH, FOR 0.2 MILE TO A SMALL EARTH HUT ON THE RIGHT.
 DS1134'CONTINUE SOUTHERLY THEN NORTHWESTERLY AROUND THE SOUTH END OF RIDGE
 DS1134'FOR 1.35 MILES TO THE END OF TRUCK TRAVEL.  FROM THIS POINT,
 DS1134'PACK NORTHEAST TO THE TOP OF THE RIDGE AND THE STATION.  A 5
 DS1134'MINUTE PACK.
 DS1134'
 DS1134'THE STATION MARK IS A STANDARD DISK STAMPED ELI 1966, CEMENTED IN A
 DS1134'DRILL HOLE IN THE TOP OF A 3 BY 6 FOOT ROCK OUTCROP THAT PROJECTS
 DS1134'6 INCHES.  IT IS 11 FEET NORTHWEST OF A METAL WITNESS POST, 27 FEET
 DS1134'NORTHEAST OF THE WEST EDGE OF THE RIDGE AND ABOUT 200 YARDS
 DS1134'NORTHWEST OF THE SOUTHEAST END OF THE RIDGE.
 DS1134'
 DS1134'LUNCH WSPG IS A BRONZE TRIANGULATION DISK OF THE WHITE SANDS
 DS1134'PROVING GROUNDS, STAMPED LUNCH, CEMENTED IN AN IRREGULAR MASS OF
 DS1134'CONCRETE FLUSH WITH THE GROUND.  IT IS 5 FEET SOUTH OF THE WITNESS
 DS1134'POST AND 20 FEET NORTHEAST OF THE WEST EDGE OF THE RIDGE.  IT IS
 DS1134'ABOUT THE SAME ELEVATION AS THE STATION.
 DS1134'
 DS1134'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED ELI NO 1 1966, CEMENTED
 DS1134'IN A DRILL HOLE IN THE TOP OF A 1 BY 1-1/2 FOOT ROCK OUTCROP, THAT
 DS1134'PROJECTS 3 INCHES.  IT IS ABOUT 1 FOOT LOWER THAN THE STATION.
 DS1134'
 DS1134'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED ELI NO 2 1966,
 DS1134'CEMENTED IN A DRILL HOLE IN THE TOP OF A 2 BY 5 FOOT ROCK OUTCROP,
 DS1134'THAT PROJECTS 4 INCHES.  IT IS 19 FEET NORTHEAST OF THE WEST EDGE
 DS1134'OF THE RIDGE AND ABOUT THE SAME ELEVATION AS THE STATION.
 DS1134'
 DS1134'TRIANGULATION STATION FLOYD WAS USED FOR THE AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0010 ***********************************************************************
 DR0010  DESIGNATION -  ELK
 DR0010  PID         -  DR0010
 DR0010  STATE/COUNTY-  NM/CHAVES
 DR0010  USGS QUAD   -  ELKINS (1982)
 DR0010
 DR0010                         *CURRENT SURVEY CONTROL
 DR0010  ___________________________________________________________________
 DR0010* NAD 83(1992)-  33 41 17.05421(N)    104 04 32.72431(W)     ADJUSTED  
 DR0010* NAVD 88     -      1221.278  (meters)    4006.81   (feet)  ADJUSTED  
 DR0010  ___________________________________________________________________
 DR0010  LAPLACE CORR-           1.43  (seconds)                    DEFLEC99
 DR0010  GEOID HEIGHT-         -23.15  (meters)                     GEOID03
 DR0010  DYNAMIC HT  -        1219.628 (meters)    4001.40  (feet)  COMP
 DR0010  MODELED GRAV-     979,243.2   (mgal)                       NAVD 88
 DR0010
 DR0010  HORZ ORDER  -  THIRD
 DR0010  VERT ORDER  -  FIRST     CLASS II
 DR0010
 DR0010.The horizontal coordinates were established by classical geodetic methods
 DR0010.and adjusted by the National Geodetic Survey in December 1993..
 DR0010
 DR0010.The orthometric height was determined by differential leveling
 DR0010.and adjusted by the National Geodetic Survey in June 1991..
 DR0010
 DR0010.The Laplace correction was computed from DEFLEC99 derived deflections.
 DR0010
 DR0010.The geoid height was determined by GEOID03.
 DR0010
 DR0010.The dynamic height is computed by dividing the NAVD 88
 DR0010.geopotential number by the normal gravity value computed on the
 DR0010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0010.degrees latitude (g = 980.6199 gals.).
 DR0010
 DR0010.The modeled gravity was interpolated from observed gravity values.
 DR0010
 DR0010;                    North         East     Units Scale Factor Converg.
 DR0010;SPC NM E     -   298,090.719   188,880.644   MT  0.99991612   +0 08 34.3
 DR0010;SPC NM E     -   977,985.97    619,685.91   sFT  0.99991612   +0 08 34.3
 DR0010;UTM  13      - 3,727,954.000   585,664.013   MT  0.99969047   +0 30 45.7
 DR0010
 DR0010!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR0010!SPC NM E     -   0.99981194  x   0.99991612  =   0.99972808
 DR0010!UTM  13      -   0.99981194  x   0.99969047  =   0.99950247
 DR0010
 DR0010|---------------------------------------------------------------------|
 DR0010| PID    Reference Object                     Distance      Geod. Az  |
 DR0010|                                                           dddmmss.s |
 DR0010| DR0013 ELK RM 1                             76.962 METERS 09122     |
 DR0010| DR0850 OBRIEN                              APPROX. 8.7 KM 1793319.6 |
 DR0010| CJ6283 ELK AZ MK                                          2310938.6 |
 DR0010| DR0011 ELK RM 2                             17.831 METERS 35352     |
 DR0010|---------------------------------------------------------------------|
 DR0010
 DR0010                          SUPERSEDED SURVEY CONTROL
 DR0010
 DR0010  NAD 83(1986)-  33 41 17.05997(N)    104 04 32.71941(W) AD(       ) 3
 DR0010  NAD 27      -  33 41 16.73400(N)    104 04 30.84120(W) AD(       ) 3
 DR0010  NGVD 29 (??/??/92) 1220.681  (m)         4004.85   (f) ADJ UNCH    1 2
 DR0010
 DR0010.Superseded values are not recommended for survey control.
 DR0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0010.See file dsdata.txt to determine how the superseded data were derived.
 DR0010
 DR0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SET8566427954(NAD 83)
 DR0010_MARKER: DS = TRIANGULATION STATION DISK
 DR0010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR0010_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DR0010_STAMPING: ELK 1961
 DR0010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR0010+STABILITY: SURFACE MOTION
 DR0010
 DR0010  HISTORY     - Date     Condition        Report By
 DR0010  HISTORY     - 1961     MONUMENTED       CGS
 DR0010  HISTORY     - 1961     GOOD             CGS
 DR0010  HISTORY     - 1982     GOOD             NGS
 DR0010
 DR0010                          STATION DESCRIPTION
 DR0010
 DR0010'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (GWM)
 DR0010'STATION IS ABOUT 33 MILES NORTHEAST OF ROSWELL, 1 MILE
 DR0010'SOUTHWEST OF ELKINS AND 0.25 MILE NORTHWEST OF U.S. HIGHWAY 70.
 DR0010'
 DR0010'REACHED FROM THE POST OFFICE IN ELKINS, GO SOUTHWEST ON U.S.
 DR0010'HIGHWAY 70 FOR 1.1 MILES TO A PAVED SIDE ROAD ON THE RIGHT, TURN
 DR0010'RIGHT AND GO 0.15 MILE TO A GUARD GATE, PASS THROUGH GATE AND
 DR0010'CONTINUE NORTHWEST FOR 0.1 MILE TO THE STATION ON THE LEFT.
 DR0010'
 DR0010'STATION MARKS ARE STANDARD DISKS STAMPED ELK 1961.  THE
 DR0010'UNDERGROUND DISK IS SET IN A MASS OF CONCRETE THAT IS 42 INCHES
 DR0010'BELOW THE GROUND SURFACE.  THE SURFACE DISK IS SET IN THE TOP
 DR0010'OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 6 INCHES.
 DR0010'IT IS 6.8 FEET EAST OF THE WEST SECURITY FENCE AND 1.2 FEET
 DR0010'SOUTH OF A METAL WITNESS POST WITH SIGN.
 DR0010'
 DR0010'REFERENCE MARK 1, A STANDARD DISK STAMPED ELK NO 1 1961, SET
 DR0010'IN A DRILL HOLE IN CONCRETE SLAB AND 9.4 FEET SOUTH OF THE YY
 DR0010'AXIS DISK.
 DR0010'
 DR0010'REFERENCE MARK 2, A STANDARD DISK STAMPED ELK NO 2 1961, SET
 DR0010'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 DR0010'6 INCHES.  IT IS 57.5 FEET NORTH OF THE METAL WITNESS POST
 DR0010'WITH SIGN AND 1.2 FEET EAST OF THE WEST SECURITY FENCE.
 DR0010'
 DR0010'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHEAST FOR 0.1
 DR0010'MILE TO THE GUARD GATE, PASS THROUGH GATE AND CONTINUE SOUTHEAST
 DR0010'FOR 0.15 MILE TO A T-INTERSECTION, TURN RIGHT AND GO SOUTHWEST
 DR0010'ON U.S. HIGHWAY 70 FOR 2.3 MILES TO THE MARK ON THE LEFT.  IT
 DR0010'IS A STANDARD DISK STAMPED ELK 1961, SET IN THE TOP OF A
 DR0010'12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 12 INCHES.  IT
 DR0010'IS 99 FEET EAST OF THE CENTER OF U.S. HIGHWAY 70, 2 FEET EAST
 DR0010'OF A METAL WITNESS POST WITH SIGN AND 1 FOOT SOUTHWEST OF THE
 DR0010'NORTH-SOUTH RIGHT-OF-WAY FENCE.
 DR0010
 DR0010                          STATION RECOVERY (1961)
 DR0010
 DR0010'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 DR0010'1.15 MI SW FROM ELKINS.
 DR0010'0.85 MILE SOUTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 DR0010'FROM THE STATION AT ELKINS, THENCE 0.3 MILE NORTH ALONG A GRAVEL ROAD,
 DR0010'252.5 FEET WEST OF R.M. 1, 58.5 FEET SOUTH OF R.M. 2, 1.2 FEET SOUTH
 DR0010'OF A METAL WITNESS POST WITH SIGN, SET IN TOP OF A SQUARE CONCRETE
 DR0010'POST PROJECTING 6 INCHES ABOVE GROUND.
 DR0010
 DR0010                          STATION RECOVERY (1982)
 DR0010
 DR0010'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (RHK)
 DR0010'THE STATION, REFERENCE MARKS NO 1 AND NO 2 WERE RECOVERED IN GOOD
 DR0010'CONDITION AS DESCRIBED IN 1961.
 DR0010'
 DR0010'THE AZIMUTH MARK WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0865 ***********************************************************************
 CW0865  DESIGNATION -  ELK
 CW0865  PID         -  CW0865
 CW0865  STATE/COUNTY-  NM/CHAVES
 CW0865  USGS QUAD   -  ELK (1963)
 CW0865
 CW0865                         *CURRENT SURVEY CONTROL
 CW0865  ___________________________________________________________________
 CW0865* NAD 83(1992)-  32 58 22.76949(N)    105 17 01.73600(W)     ADJUSTED  
 CW0865* NAVD 88     -      2067.     (meters)    6781.     (feet)  SCALED    
 CW0865  ___________________________________________________________________
 CW0865  LAPLACE CORR-          -5.25  (seconds)                    DEFLEC99
 CW0865  GEOID HEIGHT-         -20.75  (meters)                     GEOID03
 CW0865
 CW0865  HORZ ORDER  -  FIRST
 CW0865
 CW0865.The horizontal coordinates were established by classical geodetic methods
 CW0865.and adjusted by the National Geodetic Survey in December 1993..
 CW0865
 CW0865.The orthometric height was scaled from a topographic map.
 CW0865
 CW0865.The Laplace correction was computed from DEFLEC99 derived deflections.
 CW0865
 CW0865.The geoid height was determined by GEOID03.
 CW0865
 CW0865;                    North         East     Units Scale Factor Converg.
 CW0865;SPC NM E     -   219,159.573    76,153.730   MT  1.00000639   -0 31 02.4
 CW0865;SPC NM E     -   719,026.03    249,847.70   sFT  1.00000639   -0 31 02.4
 CW0865;SPC NM C     -   219,170.943   590,313.269   MT  1.00000054   +0 31 33.2
 CW0865;SPC NM C     -   719,063.34  1,936,719.45   sFT  1.00000054   +0 31 33.2
 CW0865;UTM  13      - 3,648,328.538   473,479.014   MT  0.99960867   -0 09 16.1
 CW0865
 CW0865!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CW0865!SPC NM E     -   0.99967888  x   1.00000639  =   0.99968527
 CW0865!SPC NM C     -   0.99967888  x   1.00000054  =   0.99967942
 CW0865!UTM  13      -   0.99967888  x   0.99960867  =   0.99928768
 CW0865
 CW0865|---------------------------------------------------------------------|
 CW0865| PID    Reference Object                     Distance      Geod. Az  |
 CW0865|                                                           dddmmss.s |
 CW0865| CH9296 ELK RM 1                              9.095 METERS 04402     |
 CW0865| CH9295 ELK AZ MK                                          1783743.9 |
 CW0865| CH9297 ELK RM 2                             13.540 METERS 29108     |
 CW0865|---------------------------------------------------------------------|
 CW0865
 CW0865                          SUPERSEDED SURVEY CONTROL
 CW0865
 CW0865  NAD 83(1986)-  32 58 22.77850(N)    105 17 01.73513(W) AD(       ) 1
 CW0865  NAD 27      -  32 58 22.42400(N)    105 16 59.80340(W) AD(       ) 1
 CW0865
 CW0865.Superseded values are not recommended for survey control.
 CW0865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0865.See file dsdata.txt to determine how the superseded data were derived.
 CW0865
 CW0865_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDS7347948329(NAD 83)
 CW0865_MARKER: DD = SURVEY DISK
 CW0865_SETTING: 66 = SET IN ROCK OUTCROP
 CW0865_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 CW0865
 CW0865  HISTORY     - Date     Condition        Report By
 CW0865  HISTORY     - 1934     MONUMENTED       USGS
 CW0865  HISTORY     - 1960     GOOD             USGS
 CW0865
 CW0865                          STATION DESCRIPTION
 CW0865
 CW0865'DESCRIBED BY US GEOLOGICAL SURVEY 1934 (WRP)
 CW0865'ABOUT 2 MILES NORTHEAST OF ELK POST OFFICE, ON THE NORTH END OF
 CW0865'A HIGH NORTH-AND-SOUTH RIDGE, ON THE HIGHEST PEAK IN THE VICINITY
 CW0865'WHICH IS KNOWN AS WIND MOUNTAIN OR HIGH POINT.  THE STATION,
 CW0865'AZIMUTH AND REFERENCE MARKS ARE STANDARD DISKS SET IN BEDROCK.
 CW0865'REFERENCE MARK NO. 1 IS 9.095
 CW0865'METERS (29.84 FEET) FROM STATION N 44 DEG 58 MIN ,
 CW0865'AND NO. 2 IS 13.540 METERS (44.4I FEET) FROM STATION
 CW0865'N 68 DEG 32 MIN W. THE AZIMUTH MARK IS IN A SADDLE BETWEEN
 CW0865'STATION PEAK AND A LOWER PEAK TO THE SOUTHEAST, ABOUT 1 FOOT
 CW0865'NORTH OF A 2-FOOT ROCK CAIRN, AND APPROXIMATELY 1/4 MILE
 CW0865'FROM STATION S 01 DEG 22 MIN E.
 CW0865
 CW0865                          STATION RECOVERY (1960)
 CW0865
 CW0865'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 CW0865'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0664 ***********************************************************************
 FN0664  DESIGNATION -  ELK MTN
 FN0664  PID         -  FN0664
 FN0664  STATE/COUNTY-  NM/SAN MIGUEL
 FN0664  USGS QUAD   -  ELK MOUNTAIN (1963)
 FN0664
 FN0664                         *CURRENT SURVEY CONTROL
 FN0664  ___________________________________________________________________
 FN0664* NAD 83(1992)-  35 46 01.81616(N)    105 33 12.42833(W)     ADJUSTED  
 FN0664* NAVD 88     -      3555.61   (+/-2cm)   11665.4    (feet)  VERTCON   
 FN0664  ___________________________________________________________________
 FN0664  LAPLACE CORR-          -3.80  (seconds)                    DEFLEC99
 FN0664  GEOID HEIGHT-         -17.05  (meters)                     GEOID03
 FN0664
 FN0664  HORZ ORDER  -  SECOND
 FN0664  VERT ORDER  -  THIRD ? (See Below)
 FN0664
 FN0664.The horizontal coordinates were established by classical geodetic methods
 FN0664.and adjusted by the National Geodetic Survey in December 1993..
 FN0664
 FN0664.The NAVD 88 height was computed by applying the VERTCON shift value to
 FN0664.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FN0664.The vertical order pertains to the NGVD 29 superseded value.
 FN0664
 FN0664.The Laplace correction was computed from DEFLEC99 derived deflections.
 FN0664
 FN0664.The geoid height was determined by GEOID03.
 FN0664
 FN0664;                    North         East     Units Scale Factor Converg.
 FN0664;SPC NM E     -   529,372.988    54,674.481   MT  1.00005903   -0 42 47.6
 FN0664;SPC NM E     - 1,736,784.54    179,377.86   sFT  1.00005903   -0 42 47.6
 FN0664;UTM  13      - 3,958,266.063   449,972.201   MT  0.99963084   -0 19 24.6
 FN0664
 FN0664!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FN0664!SPC NM E     -   0.99944492  x   1.00005903  =   0.99950392
 FN0664!UTM  13      -   0.99944492  x   0.99963084  =   0.99907596
 FN0664
 FN0664|---------------------------------------------------------------------|
 FN0664| PID    Reference Object                     Distance      Geod. Az  |
 FN0664|                                                           dddmmss.s |
 FN0664| CJ6286 ELK MTN RM 2                          8.959 METERS 18508     |
 FN0664| CJ6285 ELK MTN RM 1                          6.183 METERS 34107     |
 FN0664| CJ6284 ELK MTN AZ MK                                      3432158.3 |
 FN0664|---------------------------------------------------------------------|
 FN0664
 FN0664                          SUPERSEDED SURVEY CONTROL
 FN0664
 FN0664  NAD 83(1986)-  35 46 01.82108(N)    105 33 12.43055(W) AD(       ) 2
 FN0664  NAD 27      -  35 46 01.70410(N)    105 33 10.37390(W) AD(       ) 2
 FN0664  NGVD 29 (04/06/92) 3554.28   (m)        11661.0    (f) LEVELING    3  
 FN0664
 FN0664.Superseded values are not recommended for survey control.
 FN0664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0664.See file dsdata.txt to determine how the superseded data were derived.
 FN0664
 FN0664_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV4997258266(NAD 83)
 FN0664_MARKER: DS = TRIANGULATION STATION DISK
 FN0664_SETTING: 80 = SET IN A BOULDER
 FN0664_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 FN0664_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FN0664
 FN0664  HISTORY     - Date     Condition        Report By
 FN0664  HISTORY     - 1953     MONUMENTED       USGS
 FN0664  HISTORY     - 1954     GOOD             CGS
 FN0664  HISTORY     - 1961     GOOD             CGS
 FN0664  HISTORY     - 1961     GOOD             USGS
 FN0664  HISTORY     - 1963     GOOD             UNM
 FN0664
 FN0664                          STATION DESCRIPTION
 FN0664
 FN0664'DESCRIBED BY US GEOLOGICAL SURVEY 1953 (WRH)
 FN0664'THE STATION IS LOCATED ON THE HIGHEST POINT OF ELK MOUNTAIN,
 FN0664'WHICH WAS FORMERLY CALLED RINCON MOUNTAIN, IT IS ABOUT 22
 FN0664'MILES EAST AND 5 MILES NORTH OF SANTA FE AND 3 FEET SOUTHWEST
 FN0664'OF A SIX FOOT CAIRN WITH A LARGE CROSS IN ITS CENTER.
 FN0664'
 FN0664'TO REACH, FROM THE U.S. POST OFFICE IN TERRERO, GO NORTHERLY
 FN0664'1.65 MILES TO SIDE ROAD RIGHT.  TURN RIGHT, AND GO EAST 2.2
 FN0664'MILES TO FORKS.  TAKE RIGHT FORK, AND GO EAST, AS PER SIGN
 FN0664'MICA MINES 6, FOR 4.45 MILES TO FORKS.  TAKE LEFT FORK, AND
 FN0664'GO EASTERLY, AS PER SIGN MICA MINES 5, FOR 0.2 MILE TO FORKS.
 FN0664'TAKE RIGHT FORK, AND GO EAST 2.25 MILES TO THE AZIMUTH MARK.
 FN0664'CONTINUE EAST, ON MAIN TRAVELED ROAD 1.0 MILE TO FENCE LINE
 FN0664'AND DIM TRACK ROAD RIGHT.  TURN RIGHT, AND GO SOUTH, ALONG
 FN0664'EAST SIDE OF FENCE LINE 0.4 MILES TO TIMBER LINE.  THENCE
 FN0664'PACK SOUTH THROUGH TIMBER AND THEN UP BARE RIDGE TO HIGHEST
 FN0664'POINT OF HILL AND THE STATION.  PACKING TIME 25 MINUTES.
 FN0664'
 FN0664'THE STATION MARK IS A U.S. GEOLOGICAL SURVEY BENCH MARK, STAMPED
 FN0664'ELK MTN 1952 11661-E-1931, SET IN A DRILL HOLE IN A BOULDER
 FN0664'2 FEET IN DIAMETER WHICH IS ABOUT FLUSH WITH THE GROUND.
 FN0664'
 FN0664'REFERENCE MARK NUMBER 1 IS A U.S. GEOLOGICAL SURVEY REFERENCE
 FN0664'MARK, STAMPED 1 1952, SET IN A DRILL HOLE IN A BOULDER WHICH IS
 FN0664'ABOUT FLUSH WITH THE GROUND AND IS LOCATED 20 FEET NORTH
 FN0664'NORTHWEST OF THE STATION.
 FN0664'
 FN0664'REFERENCE MARK NUMBER 2 IS A U.S. GEOLOGICAL SURVEY REFERENCE
 FN0664'MARK, STAMPED 2 1952 11660, SET IN A DRILL HOLE IN A BOULDER
 FN0664'WHICH IS ABOUT FLUSH WITH THE GROUND AND IS LOCATED 30 FEET
 FN0664'SOUTH OF THE STATION.
 FN0664'
 FN0664'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED ELK MTN 1953, SET
 FN0664'IN A DRILL HOLE IN A BOULDER WHICH PROJECTS ABOUT 14 INCHES.
 FN0664'IT IS LOCATED NORTHWEST OF THE STATION ABOUT 1 MILE AND ALONG
 FN0664'THE EAST SIDE OF A DIRT ROAD AND ABOUT 20 FEET EAST OF THE
 FN0664'CENTERLINE OF THE DIRT ROAD.
 FN0664
 FN0664                          STATION RECOVERY (1954)
 FN0664
 FN0664'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (WRH)
 FN0664'THE STATION IS LOCATED AIRLINE, ABOUT 23 MILES EAST-NORTHEAST OF
 FN0664'SANTA FE AND ABOUT 16 MILES NORTH-NORTHEAST OF PECOS ON THE
 FN0664'HIGHEST POINT OF ELK MOUNTAIN.
 FN0664'
 FN0664'THE STATION IS A STANDARD USGS BENCH MARK DISK STAMPED ELK MTN
 FN0664'1952 11661 R 1931 SET IN A DRILL HOLE IN A LARGE BOULDER WHICH
 FN0664'PROJECTS ABOUT 2 INCHES ABOVE THE GROUND.  IT IS 5 FEET
 FN0664'SOUTHWEST OF THE CENTER OF A LARGE CAIRN.
 FN0664'
 FN0664'REFERENCE MARK NUMBER ONE IS A STANDARD USGS REFERENCE MARK
 FN0664'DISK STAMPED 1 1952 SET IN A DRILL HOLE IN A LARGE BOULDER
 FN0664'WHICH PROJECTS ABOUT 3 INCHES ABOVE THE GROUND AND IS ABOUT
 FN0664'THE SAME ELEVATION AS THE STATION.
 FN0664'
 FN0664'REFERENCE MARK NUMBER TWO IS A STANDARD USGS REFERENCE MARK
 FN0664'DISK STAMPED 2 1952 11660 SET IN A DRILL HOLE IN A LARGE BOULDER
 FN0664'WHICH PROJECTS ABOUT 3 INCHES ABOVE THE GROUND AND IS ABOUT
 FN0664'1 FOOT LOWER THAN THE STATION.
 FN0664'
 FN0664'THE AZIMUTH MARK IS A STANDARD USC AND GS AZIMUTH MARK DISK
 FN0664'STAMPED ELK MTN USGS 1954 SET IN A DRILL HOLE IN A LARGE BOULDER
 FN0664'WHICH PROJECTS ABOUT 1 FOOT ABOVE THE GROUND.  IT IS 20 FEET
 FN0664'WEST OF THE CENTER LINE OF A DIRT ROAD AND 2 FEET SOUTHEAST OF
 FN0664'A SMALL CAIRN.
 FN0664'
 FN0664'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY ALTERNATE
 FN0664'85 AND STATE HIGHWAY 63 IN PECOS, GO NORTHERLY ON STATE HIGHWAY
 FN0664'63 FOR 13.7 MILES.  TAKE THE RIGHT FORK, CROSS OVER THE BRIDGE,
 FN0664'AND CONTINUE ON THE HIGHWAY FOR 0.1 MILE TO THE POST OFFICE
 FN0664'IN TERRERO.  CONTINUE NORTHERLY ON THE HIGHWAY FOR 1.65 MILES.
 FN0664'TAKE THE SIDE ROAD, RIGHT, AS PER SIGN ELK MOUNTAIN 8 PASSING
 FN0664'OVER AN OLD MINE DUMP AND FOLLOW THE MAIN TRAVELED ROAD
 FN0664'EASTERLY FOR 2.2 MILES.  TAKE THE RIGHT FORK, CROSS OVER A
 FN0664'BRIDGE, AT A SIGN MICA MINES 6 COW CREEK 4 AND FOLLOW THE
 FN0664'MAIN TRAVELED ROAD FOR 4.4 MILES.  TAKE THE LEFT FORK AND
 FN0664'CONTINUE ON THE MAIN TRAVELED ROAD FOR 0.2 MILE.  TAKE THE
 FN0664'RIGHT FORK AND FOLLOW THE MAIN TRAVELED ROAD FOR 2.6 MILES
 FN0664'TO A SMALL CAIRN ON THE RIGHT AND THE AZIMUTH MARK.
 FN0664'CONTINUE EASTERLY FOR 0.65 MILE TO A NORTH-SOUTH FENCE LINE
 FN0664'AND A SIGN ON THE RIGHT PECOS RIVER 7 HARVEY RANCH 5.  TURN
 FN0664'RIGHT AND GO SOUTH ALONG THE EAST SIDE OF A NORTH-SOUTH FENCE
 FN0664'LINE FOR 0.3 MILE TO THE NORTH EDGE OF THE TIMBER AND THE
 FN0664'END OF TRUCK TRAVEL.  PACK SOUTHEASTERLY OVER THE RIDGE
 FN0664'AND THROUGH THE TIMBER FOR ABOUT 0.1 MILE TO A NORTH-SOUTH
 FN0664'FOOT TRAIL.  TURN RIGHT AND GO SOUTHERLY ON THE FOOT TRAIL
 FN0664'FOR ABOUT 0.1 MILE TO A POINT WHERE YOU BREAK OUT OF THE
 FN0664'TIMBER.  CONTINUE SOUTHERLY ALONG THE BARE RIDGE FOR ABOUT
 FN0664'0.25 MILE TO THE HIGHEST POINT OF THE MOUNTAIN, A LARGE
 FN0664'CAIRN, AND THE STATION.  THIS IS ABOUT A 1/2 HOUR PACK.  A
 FN0664'4-WHEEL DRIVE VEHICLE IS REQUIRED.
 FN0664
 FN0664                          STATION RECOVERY (1961)
 FN0664
 FN0664'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (HWK)
 FN0664'ALL MARKS WERE RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 FN0664'THE DISTANCE TO THE REFERENCE MARKS WERE VERIFIED, HOWEVER, THE
 FN0664'DIRECTION TO REFERENCE MARK NO. 1 MISSED THE PREVIOUS DIRECTION
 FN0664'BY 2 MINUTES 07. SECONDS AND THE DIRECTION TO REFERENCE MARK
 FN0664'NO. 2 MISSED THE PREVIOUS DIRECTION BY 2 MINUTES 52. SECONDS.
 FN0664'THE DIRECTION TO THE AZIMUTH MARK MISSED THE PREVIOUS DIRECTION
 FN0664'BY 6.2 SECONDS.  A STANDARD METAL WITNESS POST WAS SET 1 FOOT
 FN0664'EAST OF THE AZIMUTH MARK.
 FN0664'
 FN0664'A NEW TO REACH FOLLOWS--
 FN0664'
 FN0664'TO REACH THE STATION FROM THE POST OFFICE IN PECOS, GO NORTH
 FN0664'ON STATE HIGHWAY 63, ALONG THE EAST SIDE OF THE PECOS RIVER,
 FN0664'FOR 14.1 MILES TO A FORK.  BEAR RIGHT, CROSSING A BRIDGE OVER THE
 FN0664'PECOS RIVER AND CONTINUE ON THE MAIN ROAD 0.2 MILE TO THE
 FN0664'TERERRO POST OFFICE ON THE LEFT.  CONTINUE UPHILL ON THE MAIN
 FN0664'ROAD FOR 1.6 MILES TO A SIDE ROAD ON THE RIGHT AND A SIGN
 FN0664'ELK MOUNTAIN 10.  TURN RIGHT, PASSING THROUGH AN OLD MINING
 FN0664'AREA AND FOLLOW A BLADED ROAD UP WILLOW CREEK FOR 2.3 MILES TO
 FN0664'A FORK AND A SIGN ELK MOUNTAIN 8.  TURN RIGHT, CROSSING A
 FN0664'SMALL WOODEN BRIDGE AND CONTINUE ON THE MAIN ROAD FOR 4.0
 FN0664'MILES TO A DIM TRACK ROAD ON THE LEFT.  BEAR RIGHT ON
 FN0664'THE MAIN ROAD 0.6 MILE TO A THREE-WAY FORK.  BEAR SHARP AND
 FN0664'CONTINUE ON THE MAIN ROAD 2.9 MILES TO A SIGN ELK MOUNTAIN
 FN0664'ON THE LEFT AND THE AZIMUTH MARK ON THE RIGHT AS YOU ENTER AN
 FN0664'OPEN AREA.  CONTINUE ON THE MAIN ROAD FOR 0.6 MILE TO THE TOP
 FN0664'OF A RIDGE AND SIGNS ELK MOUNTAIN ON THE LEFT AND HARVEY
 FN0664'RANCH ON THE RIGHT.  TURN RIGHT AND GO SOUTHERLY ON A DIM
 FN0664'TRACK ROAD, KEEPING TO THE WEST OF THE TIMBER FOR 0.5
 FN0664'MILE.  BEAR LEFT AND GO EASTERLY, WORKING WAY THROUGH
 FN0664'TIMBER, TO A GAP IN A FENCE.  PASS THROUGH THE GAP IN THE
 FN0664'FENCE AND CONTINUE EASTERLY THROUGH AN OPEN AREA TO THE
 FN0664'CREST OF A RIDGE.  BEAR RIGHT AND GO SOUTHERLY ALONG THE
 FN0664'RIDGE, UP STEEP SLOPE TO THE HIGHEST PART OF THE HILL AND THE
 FN0664'STATION.  THIS DISTANCE IS 1.2 MILES.  A FOUR WHEEL DRIVE
 FN0664'VEHICLE REQUIRED.
 FN0664'
 FN0664'NOTE--REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
 FN0664
 FN0664                          STATION RECOVERY (1961)
 FN0664
 FN0664'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 FN0664'STATION WAS SET BY USGS, 1931, AND CALLED --RINCON--.  THE NAME WAS
 FN0664'CHANGED IN 1953 BECAUSE THE MOUNTAIN IS NO LONGER REFERRED TO AS
 FN0664'RINCON.  IT IS KNOWN LOCALLY AS ELK MTN.
 FN0664'
 FN0664'RECOVERED BY USGS, 1952, AND REDESCRIBED AS FOLLOWS
 FN0664'
 FN0664'STATION IS LOCATED ABOUT 13 MI. N. AND 7 MI. E. OF PECOS ON A
 FN0664'BARE-TOPPED MOUNTAIN, KNOWN LOCALLY AS ELK MTN.  IT IS THE HIGHEST
 FN0664'MOUNTAIN IN THAT VICINITY.
 FN0664'
 FN0664'TO REACH STATION FROM THE POST OFFICE IN PECOS, PROCEED N. ON STATE
 FN0664'HIGHWAY 63 FOR 14.0 MI. TO TERETTO, CONTINUE ON STATE HIGHWAY 63 FOR
 FN0664'1.8 MI. TO A DIRT RD. RIGHT AND ON THE N. SIDE OF WILLOW CREEK, TURN
 FN0664'RIGHT AND PROCEED OVER ROUGH RD. FOR 2.2 MI. TO A RD. JUNCTION, TAKE
 FN0664'RIGHT FORK AND CONTINUE FOR 4.5 MI. TO A RD. FORK, TAKE LEFT FORK AND
 FN0664'CONTINUE FOR 0.2 MI. TO ANOTHER RD. FORK.  TAKE RIGHT FORK AND
 FN0664'CONTINUE FOR 1.4 MI. TO A DIM RD. RIGHT, TAKE RIGHT FORK AND CONTINUE
 FN0664'FOR 0.9 MI. TO RD. FORK, TAKE LEFT FORK AND CONTINUE FOR 0.9 MI.,
 FN0664'LEAVE RD. AT THIS POINT AND PROCEED E. TO TOP OF RIDGE, THEN FOLLOW
 FN0664'RIDGE IN A S. DIRECTION TO TOP OF HILL AND STATION.
 FN0664'
 FN0664'RECOVERY NOTES BY NGS, 1953 AND 1961, ARE LISTED IN QUADRANGLE
 FN0664'35105-4, STATION 1005.
 FN0664'
 FN0664'RECOVERED BY USGS, 1961.
 FN0664'
 FN0664'STATION MARK--STANDARD USGS TABLET SET IN ROCK, ABOUT FLUSH WITH
 FN0664'THE GROUND, STAMPED---ELK MTN 1952--- AND ---R-1931---.
 FN0664'
 FN0664'REFERENCE MARK NO. 1--STANDARD REFERENCE TABLET SET IN ROCK, ABOUT
 FN0664'FLUSH WITH THE GROUND, 20.30 FT. FROM STATION.
 FN0664'
 FN0664'REFERENCE MARK NO. 2--STANDARD REFERENCE TABLET SET IN ROCK, OF
 FN0664'29.40 FT. FROM STATION.
 FN0664
 FN0664                          STATION RECOVERY (1963)
 FN0664
 FN0664'RECOVERY NOTE BY UNIVERSITY OF NEW MEXICO 1963
 FN0664'STATION FOUND IN GOOD CONDITION, EXCEPT THE MOUNTING CEMENT
 FN0664'ERODED FROM SIDES AND THERE IS A CRACK IN LARGE ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0013 ***********************************************************************
 DR0013  DESIGNATION -  ELK RM 1
 DR0013  PID         -  DR0013
 DR0013  STATE/COUNTY-  NM/CHAVES
 DR0013  USGS QUAD   -  ELKINS (1982)
 DR0013
 DR0013                         *CURRENT SURVEY CONTROL
 DR0013  ___________________________________________________________________
 DR0013* NAD 83(1986)-  33 41 16.     (N)    104 04 32.     (W)     SCALED    
 DR0013* NAVD 88     -      1223.611  (meters)    4014.46   (feet)  ADJUSTED  
 DR0013  ___________________________________________________________________
 DR0013  GEOID HEIGHT-         -23.15  (meters)                     GEOID03
 DR0013  DYNAMIC HT  -        1221.958 (meters)    4009.04  (feet)  COMP
 DR0013  MODELED GRAV-     979,243.2   (mgal)                       NAVD 88
 DR0013
 DR0013  VERT ORDER  -  FIRST     CLASS II
 DR0013
 DR0013.The horizontal coordinates were scaled from a topographic map and have
 DR0013.an estimated accuracy of +/- 6 seconds.
 DR0013
 DR0013.The orthometric height was determined by differential leveling
 DR0013.and adjusted by the National Geodetic Survey in June 1991..
 DR0013
 DR0013.The geoid height was determined by GEOID03.
 DR0013
 DR0013.The dynamic height is computed by dividing the NAVD 88
 DR0013.geopotential number by the normal gravity value computed on the
 DR0013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0013.degrees latitude (g = 980.6199 gals.).
 DR0013
 DR0013.The modeled gravity was interpolated from observed gravity values.
 DR0013
 DR0013;                    North         East    Units  Estimated Accuracy
 DR0013;SPC NM E     -   298,060.      188,900.      MT  (+/- 180 meters Scaled)
 DR0013
 DR0013                          SUPERSEDED SURVEY CONTROL
 DR0013
 DR0013  NGVD 29 (??/??/92) 1223.014  (m)         4012.51   (f) ADJ UNCH    1 2
 DR0013
 DR0013.Superseded values are not recommended for survey control.
 DR0013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0013.See file dsdata.txt to determine how the superseded data were derived.
 DR0013
 DR0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SET856279(NAD 83)
 DR0013_MARKER: DR = REFERENCE MARK DISK
 DR0013_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DR0013_SP_SET: SLAB
 DR0013_STAMPING: ELK NO 1 1961
 DR0013_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR0013
 DR0013  HISTORY     - Date     Condition        Report By
 DR0013  HISTORY     - 1961     MONUMENTED       CGS
 DR0013
 DR0013                          STATION DESCRIPTION
 DR0013
 DR0013'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 DR0013'1.15 MI SW FROM ELKINS.
 DR0013'0.85 MILE SOUTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 DR0013'FROM THE STATION AT ELKINS, THENCE 0.3 MILE NORTH ALONG A GRAVEL ROAD,
 DR0013'252.5 FEET EAST OF A TRIANGULATION STATION, 9.4 FEET SOUTH OF THE YY
 DR0013'DISK, SET IN CONCRETE SLAB SURROUNDING THE SILO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0011 ***********************************************************************
 DR0011  DESIGNATION -  ELK RM 2
 DR0011  PID         -  DR0011
 DR0011  STATE/COUNTY-  NM/CHAVES
 DR0011  USGS QUAD   -  ELKINS (1982)
 DR0011
 DR0011                         *CURRENT SURVEY CONTROL
 DR0011  ___________________________________________________________________
 DR0011* NAD 83(1986)-  33 41 16.     (N)    104 04 32.     (W)     SCALED    
 DR0011* NAVD 88     -      1221.040  (meters)    4006.03   (feet)  ADJUSTED  
 DR0011  ___________________________________________________________________
 DR0011  GEOID HEIGHT-         -23.15  (meters)                     GEOID03
 DR0011  DYNAMIC HT  -        1219.390 (meters)    4000.62  (feet)  COMP
 DR0011  MODELED GRAV-     979,243.2   (mgal)                       NAVD 88
 DR0011
 DR0011  VERT ORDER  -  FIRST     CLASS II
 DR0011
 DR0011.The horizontal coordinates were scaled from a topographic map and have
 DR0011.an estimated accuracy of +/- 6 seconds.
 DR0011
 DR0011.The orthometric height was determined by differential leveling
 DR0011.and adjusted by the National Geodetic Survey in June 1991..
 DR0011
 DR0011.The geoid height was determined by GEOID03.
 DR0011
 DR0011.The dynamic height is computed by dividing the NAVD 88
 DR0011.geopotential number by the normal gravity value computed on the
 DR0011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0011.degrees latitude (g = 980.6199 gals.).
 DR0011
 DR0011.The modeled gravity was interpolated from observed gravity values.
 DR0011
 DR0011;                    North         East    Units  Estimated Accuracy
 DR0011;SPC NM E     -   298,060.      188,900.      MT  (+/- 180 meters Scaled)
 DR0011
 DR0011                          SUPERSEDED SURVEY CONTROL
 DR0011
 DR0011  NGVD 29 (??/??/92) 1220.442  (m)         4004.07   (f) ADJ UNCH    1 2
 DR0011
 DR0011.Superseded values are not recommended for survey control.
 DR0011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0011.See file dsdata.txt to determine how the superseded data were derived.
 DR0011
 DR0011_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SET856279(NAD 83)
 DR0011_MARKER: DR = REFERENCE MARK DISK
 DR0011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR0011_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DR0011_STAMPING: ELK NO 2 1961
 DR0011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR0011+STABILITY: SURFACE MOTION
 DR0011
 DR0011  HISTORY     - Date     Condition        Report By
 DR0011  HISTORY     - 1961     MONUMENTED       CGS
 DR0011
 DR0011                          STATION DESCRIPTION
 DR0011
 DR0011'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 DR0011'1.15 MI SW FROM ELKINS.
 DR0011'0.85 MILE SOUTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 DR0011'FROM THE STATION AT ELKINS, THENCE 0.3 MILE NORTH ALONG A GRAVEL ROAD,
 DR0011'58.5 FEET NORTH OF A TRIANGULATION STATION, 1.2 FEET EAST OF THE WEST
 DR0011'SECURITY FENCE, SET IN TOP OF A SQUARE CONCRETE POST PROJECTING 6
 DR0011'INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0849 ***********************************************************************
 DR0849  DESIGNATION -  ELKINS
 DR0849  PID         -  DR0849
 DR0849  STATE/COUNTY-  NM/CHAVES
 DR0849  USGS QUAD   -  ELKINS (1982)
 DR0849
 DR0849                         *CURRENT SURVEY CONTROL
 DR0849  ___________________________________________________________________
 DR0849* NAD 83(1992)-  33 41 19.69981(N)    104 03 17.06875(W)     ADJUSTED  
 DR0849* NAVD 88     -      1239.8    (meters)    4068.     (feet)  VERTCON   
 DR0849  ___________________________________________________________________
 DR0849  LAPLACE CORR-           1.55  (seconds)                    DEFLEC99
 DR0849  GEOID HEIGHT-         -23.13  (meters)                     GEOID03
 DR0849
 DR0849  HORZ ORDER  -  FIRST
 DR0849
 DR0849.The horizontal coordinates were established by classical geodetic methods
 DR0849.and adjusted by the National Geodetic Survey in December 1993..
 DR0849
 DR0849.The NAVD 88 height was computed by applying the VERTCON shift value to
 DR0849.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DR0849
 DR0849.The Laplace correction was computed from DEFLEC99 derived deflections.
 DR0849
 DR0849.The geoid height was determined by GEOID03.
 DR0849
 DR0849;                    North         East     Units Scale Factor Converg.
 DR0849;SPC NM E     -   298,177.281   190,828.829   MT  0.99991731   +0 09 16.3
 DR0849;SPC NM E     -   978,269.96    626,077.58   sFT  0.99991731   +0 09 16.3
 DR0849;UTM  13      - 3,728,053.112   587,611.163   MT  0.99969463   +0 31 27.7
 DR0849
 DR0849!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR0849!SPC NM E     -   0.99980903  x   0.99991731  =   0.99972636
 DR0849!UTM  13      -   0.99980903  x   0.99969463  =   0.99950372
 DR0849
 DR0849                          SUPERSEDED SURVEY CONTROL
 DR0849
 DR0849  NAD 83(1986)-  33 41 19.70584(N)    104 03 17.06385(W) AD(       ) 1
 DR0849  NAD 27      -  33 41 19.37700(N)    104 03 15.19300(W) AD(       ) 1
 DR0849  NGVD 29 (07/19/86) 1239.2    (m)         4066.     (f) VERT ANG       
 DR0849
 DR0849.Superseded values are not recommended for survey control.
 DR0849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0849.See file dsdata.txt to determine how the superseded data were derived.
 DR0849
 DR0849_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SET8761128053(NAD 83)
 DR0849_MARKER: DS = TRIANGULATION STATION DISK
 DR0849_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR0849_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DR0849_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR0849+STABILITY: SURFACE MOTION
 DR0849
 DR0849  HISTORY     - Date     Condition        Report By
 DR0849  HISTORY     - 1922     MONUMENTED       CGS
 DR0849  HISTORY     - 1941     MARK NOT FOUND   CGS
 DR0849  HISTORY     - 1943     POOR             LOCENG
 DR0849  HISTORY     - 1961     SEE DESCRIPTION  CGS
 DR0849
 DR0849                          STATION DESCRIPTION
 DR0849
 DR0849'DESCRIBED BY COAST AND GEODETIC SURVEY 1922 (CMD)
 DR0849'ABOUT 200 METERS (656 FEET) SOUTHEAST OF ELKINS POST OFFICE
 DR0849'ABOUT 200 METERS (656 FEET) SOUTH OF THE ATCHISON, TOPEKA
 DR0849'AND SANTA FE RAILWAY TRACKS, ON THE TOP OF THE FIRST RIDGE
 DR0849'OF SAND HILLS ABOUT 20 FEET HIGHER THAN THE TRACKS.  THE
 DR0849'STATION AND UNDERGROUND MARKS ARE STANDARD DISKS SET IN
 DR0849'CONCRETE.  THERE ARE NO
 DR0849'REFERENCE MARKS.
 DR0849
 DR0849                          STATION RECOVERY (1941)
 DR0849
 DR0849'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (EHS)
 DR0849'PARTY DID NOT HAVE A COPY OF THE ORIGINAL DESCRIPTION AT THE
 DR0849'TIME OF RECOVERY.
 DR0849'
 DR0849'THIS STATION WAS ESTABLISHED IN AN AREA OF SAND DUNES.  AS
 DR0849'THE SAND DUNES SHIFTED THE MARKS BECAME EXPOSED AND TIPPED
 DR0849'OVER AND HAVE SINCE BEEN DESTROYED.  STATION LOST.
 DR0849
 DR0849                          STATION RECOVERY (1943)
 DR0849
 DR0849'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1943
 DR0849'RECOVERED BY--MAGNOLIA PETROLEUM CO.
 DR0849'
 DR0849'THE MARK WAS FOUND LYING ON ITS SIDE IN A BLOWN OUT SAND
 DR0849'DUNE.  THE CONCRETE POST WAS FOUND WITH THE BRASS PLATE
 DR0849'STILL ON IT.  THE MARK SEEMED TO BE IN ABOUT THE RIGHT
 DR0849'LOCATION.
 DR0849
 DR0849                          STATION RECOVERY (1961)
 DR0849
 DR0849'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (JAW)
 DR0849'STATION DESTROYED.  THE STATION MARK WAS FOUND AT THE FOOT
 DR0849'OF A SAND HILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0484 ***********************************************************************
 FP0484  DESIGNATION -  ELLIS
 FP0484  PID         -  FP0484
 FP0484  STATE/COUNTY-  NM/MCKINLEY
 FP0484  USGS QUAD   -  FORT WINGATE (1995)
 FP0484
 FP0484                         *CURRENT SURVEY CONTROL
 FP0484  ___________________________________________________________________
 FP0484* NAD 83(1992)-  35 24 46.40450(N)    108 35 29.24391(W)     ADJUSTED  
 FP0484* NAVD 88     -      2454.9    (meters)    8054.     (feet)  VERTCON   
 FP0484  ___________________________________________________________________
 FP0484  LAPLACE CORR-           4.97  (seconds)                    DEFLEC99
 FP0484  GEOID HEIGHT-         -20.86  (meters)                     GEOID03
 FP0484
 FP0484  HORZ ORDER  -  FIRST
 FP0484
 FP0484.The horizontal coordinates were established by classical geodetic methods
 FP0484.and adjusted by the National Geodetic Survey in December 1993..
 FP0484
 FP0484.The NAVD 88 height was computed by applying the VERTCON shift value to
 FP0484.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FP0484
 FP0484.The Laplace correction was computed from DEFLEC99 derived deflections.
 FP0484
 FP0484.The geoid height was determined by GEOID03.
 FP0484
 FP0484;                    North         East     Units Scale Factor Converg.
 FP0484;SPC NM W     -   489,649.594   761,146.824   MT  0.99997507   -0 26 21.6
 FP0484;SPC NM W     - 1,606,458.71  2,497,195.87   sFT  0.99997507   -0 26 21.6
 FP0484;UTM  12      - 3,921,497.089   718,695.178   MT  1.00018944   +1 23 46.4
 FP0484
 FP0484!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FP0484!SPC NM W     -   0.99961810  x   0.99997507  =   0.99959318
 FP0484!UTM  12      -   0.99961810  x   1.00018944  =   0.99980747
 FP0484
 FP0484|---------------------------------------------------------------------|
 FP0484| PID    Reference Object                     Distance      Geod. Az  |
 FP0484|                                                           dddmmss.s |
 FP0484| CD3391 ELLIS RM 1                           24.662 METERS 06231     |
 FP0484| FP0485 TS WINGATE                           20.290 METERS 30319     |
 FP0484| FP0538 EBON                                APPROX.22.8 KM 3390955.5 |
 FP0484|---------------------------------------------------------------------|
 FP0484
 FP0484                          SUPERSEDED SURVEY CONTROL
 FP0484
 FP0484  NAD 83(1992)-  35 24 46.40507(N)    108 35 29.24532(W) AD(       ) 1
 FP0484  NAD 83(1986)-  35 24 46.40523(N)    108 35 29.24614(W) AD(       ) 1
 FP0484  NAD 27      -  35 24 46.31465(N)    108 35 26.95830(W) AD(       ) 1
 FP0484  NGVD 29 (07/19/86) 2453.8    (m)         8051.     (f) VERT ANG       
 FP0484
 FP0484.Superseded values are not recommended for survey control.
 FP0484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0484.See file dsdata.txt to determine how the superseded data were derived.
 FP0484
 FP0484_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYE1869521497(NAD 83)
 FP0484_MARKER: DS = TRIANGULATION STATION DISK
 FP0484_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FP0484_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FP0484
 FP0484  HISTORY     - Date     Condition        Report By
 FP0484  HISTORY     - 1966     MONUMENTED       CGS
 FP0484
 FP0484                          STATION DESCRIPTION
 FP0484
 FP0484'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (JC)
 FP0484'THE STATION IS ABOUT 12 MILES SOUTHEAST OF GALLUP, 5 MILES
 FP0484'SOUTHWEST OF THE VILLAGE OF FT WINGATE AND 4-1/2 MILES NORTHWEST
 FP0484'OF MC GAFFEY, ON LAND OWNED BY THE U.S. GOVERNMENT.
 FP0484'
 FP0484'TO REACH THE STATION FROM THE POST OFFICE IN THE VILLAGE OF FT
 FP0484'WINGATE, GO SOUTH ON STATE HIGHWAY 400 FOR 3.5 MILES TO A GRAVELED
 FP0484'SIDE ROAD RIGHT AND A SIGN ARMY DEPOT 2.0 MILES.  TURN RIGHT AND
 FP0484'GO WESTERLY ON GRAVELED ROAD FOR 1.8 MILES TO A LOCKED GATE.
 FP0484'(GATE 308, KEY AVAILABLE FROM FT WINGATE ARMY DEPOT GUARDS).
 FP0484'PASS THROUGH GATE AND CONTINUE ON GRAVELED ROAD FOR 1.2 MILES
 FP0484'TO A GRADED SIDE ROAD RIGHT.  TURN RIGHT AND GO NORTHWESTERLY
 FP0484'ON GRADED ROAD FOR 0.3 MILE TO A CLEARED AREA AND THE STATION.
 FP0484'
 FP0484'STATION MARK IS A STANDARD DISK, STAMPED ELLIS 1966, SET IN THE
 FP0484'TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT IS
 FP0484'2 INCHES BELOW THE GROUND SURFACE.  IT IS 80 FEET SOUTHWEST
 FP0484'OF A WITNESS POST, 70 FEET SOUTHEAST OF A LONE PINE TREE AND
 FP0484'59 FEET NORTHWEST OF A 50 FOOT POLE WITH STEPS ON IT.
 FP0484'
 FP0484'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED ELLIS NO 1 1966,
 FP0484'SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN
 FP0484'DIAMETER, THAT PROJECTS 6 INCHES ABOVE THE GROUND.  IT IS 86
 FP0484'FEET NORTHEAST OF THE 50 FOOT POLE, 4 FEET SOUTHEAST OF A 12
 FP0484'INCH PINE TREE, 1.6 FEET EAST OF A WITNESS POST AND ABOUT THE
 FP0484'SAME ELEVATION AS THE STATION.
 FP0484'
 FP0484'TS WINGATE (WSMR) IS A BRONZE DISK OF THE WHITE SANDS MISSILE
 FP0484'GEODETIC CONTROL, STAMPED WINGATE 1960, SET IN THE TOP OF A 6
 FP0484'INCH PRECAST CONCRETE POST, REINFORCED WITH CONCRETE, THAT
 FP0484'PROJECTS 1 INCH ABOVE THE GROUND.  IT IS 126 FEET NORTHWEST
 FP0484'OF THE 50 FOOT POLE, 4 FEET SOUTHEAST OF THE LONE PINE TREE AND
 FP0484'ABOUT 1 FOOT LOWER THAN THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0963 ***********************************************************************
 CW0963  DESIGNATION -  ELMO
 CW0963  PID         -  CW0963
 CW0963  STATE/COUNTY-  NM/EDDY
 CW0963  USGS QUAD   -  BASIN WELL (1975)
 CW0963
 CW0963                         *CURRENT SURVEY CONTROL
 CW0963  ___________________________________________________________________
 CW0963* NAD 83(1992)-  32 54 23.20821(N)    104 01 16.89218(W)     ADJUSTED  
 CW0963* NAVD 88     -      1141.1    (meters)    3744.     (feet)  VERTCON   
 CW0963  ___________________________________________________________________
 CW0963  LAPLACE CORR-           2.44  (seconds)                    DEFLEC99
 CW0963  GEOID HEIGHT-         -22.70  (meters)                     GEOID03
 CW0963
 CW0963  HORZ ORDER  -  THIRD
 CW0963
 CW0963.The horizontal coordinates were established by classical geodetic methods
 CW0963.and adjusted by the National Geodetic Survey in December 1993..
 CW0963
 CW0963.The NAVD 88 height was computed by applying the VERTCON shift value to
 CW0963.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CW0963
 CW0963.The Laplace correction was computed from DEFLEC99 derived deflections.
 CW0963
 CW0963.The geoid height was determined by GEOID03.
 CW0963
 CW0963;                    North         East     Units Scale Factor Converg.
 CW0963;SPC NM E     -   211,422.268   194,183.146   MT  0.99991959   +0 10 10.2
 CW0963;SPC NM E     -   693,641.22    637,082.54   sFT  0.99991959   +0 10 10.2
 CW0963;UTM  13      - 3,641,340.337   591,518.768   MT  0.99970327   +0 31 54.1
 CW0963
 CW0963!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CW0963!SPC NM E     -   0.99982444  x   0.99991959  =   0.99974405
 CW0963!UTM  13      -   0.99982444  x   0.99970327  =   0.99952777
 CW0963
 CW0963                          SUPERSEDED SURVEY CONTROL
 CW0963
 CW0963  NAD 83(1986)-  32 54 23.21422(N)    104 01 16.88352(W) AD(       ) 3
 CW0963  NGVD 29 (12/31/91) 1140.6    (m)         3742.     (f) VERT ANG       
 CW0963
 CW0963.Superseded values are not recommended for survey control.
 CW0963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0963.See file dsdata.txt to determine how the superseded data were derived.
 CW0963
 CW0963_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES9151941340(NAD 83)
 CW0963_MARKER: DS = TRIANGULATION STATION DISK
 CW0963_SETTING: 0 = UNSPECIFIED SETTING
 CW0963_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CW0963
 CW0963  HISTORY     - Date     Condition        Report By
 CW0963  HISTORY     - 1947     MONUMENTED       USGS
 CW0963
 CW0963                          STATION DESCRIPTION
 CW0963
 CW0963'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 CW0963'LOCATED ABOUT 23 MI. E. AND 5 MI. N. OF ARTESIA.
 CW0963'
 CW0963'TO REACH FROM INTERSECTION OF FIRST AND MAIN STREETS IN ARTESIA, GO
 CW0963'E. ON STATE HIGHWAY 83 12.9 MI., TURN N. AT GREYBURG OIL COMPANY
 CW0963'HEADQUARTERS AND GO 4.4 MI. TO SMALL LANDING STRIP, CONTINUE N. 1.9
 CW0963'MI. TO CATTLEGUARD.  STATION IS ATOP WELL SODDED SAND DUNE 0.5 MI.
 CW0963'TO NW.
 CW0963'
 CW0963'STATION MARK--STANDARD TABLET STAMPED---ELMO 1947---, SET IN CONCRETE
 CW0963'POST.
 CW0963'
 CW0963'REFERENCE MARK NO. 1--STANDARD REFERENCE TABLET STAMPED---ELMO R.M.
 CW0963'1---, SET IN CONCRETE POST, 56.48 FT. FROM STATION MARK
 CW0963'
 CW0963'REFERENCE MARK NO. 2--STANDARD REFERENCE TABLET STAMPED---ELMO R.M.
 CW0963'2---, SET IN CONCRETE POST, 114.95 FT. FROM STATION MARK
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1035 ***********************************************************************
 FO1035  DESIGNATION -  ELOTA
 FO1035  PID         -  FO1035
 FO1035  STATE/COUNTY-  NM/SANDOVAL
 FO1035  USGS QUAD   -  SAN FELIPE PUEBLO (1990)
 FO1035
 FO1035                         *CURRENT SURVEY CONTROL
 FO1035  ___________________________________________________________________
 FO1035* NAD 83(1992)-  35 27 10.14730(N)    106 25 01.48269(W)     ADJUSTED  
 FO1035* NAVD 88     -      1571.     (meters)    5154.     (feet)  SCALED    
 FO1035  ___________________________________________________________________
 FO1035  LAPLACE CORR-           3.59  (seconds)                    DEFLEC99
 FO1035  GEOID HEIGHT-         -20.68  (meters)                     GEOID03
 FO1035
 FO1035  HORZ ORDER  -  SECOND
 FO1035
 FO1035.The horizontal coordinates were established by classical geodetic methods
 FO1035.and adjusted by the National Geodetic Survey in December 1993..
 FO1035
 FO1035.The orthometric height was scaled from a topographic map.
 FO1035
 FO1035.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1035
 FO1035.The geoid height was determined by GEOID03.
 FO1035
 FO1035;                    North         East     Units Scale Factor Converg.
 FO1035;SPC NM C     -   493,819.866   484,833.718   MT  0.99990283   -0 05 48.9
 FO1035;SPC NM C     - 1,620,140.68  1,590,658.62   sFT  0.99990283   -0 05 48.9
 FO1035;UTM  13      - 3,924,183.350   371,401.320   MT  0.99980380   -0 49 19.4
 FO1035
 FO1035!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1035!SPC NM C     -   0.99975674  x   0.99990283  =   0.99965959
 FO1035!UTM  13      -   0.99975674  x   0.99980380  =   0.99956059
 FO1035
 FO1035|---------------------------------------------------------------------|
 FO1035| PID    Reference Object                     Distance      Geod. Az  |
 FO1035|                                                           dddmmss.s |
 FO1035| CD3393 ELOTA RM 1                           13.686 METERS 10552     |
 FO1035| CD3392 ELOTA AZ MK                                        1900657.2 |
 FO1035| CD3394 ELOTA RM 2                           27.117 METERS 21402     |
 FO1035| FO1032 R 873.1                              70.665 METERS 22923     |
 FO1035|---------------------------------------------------------------------|
 FO1035
 FO1035                          SUPERSEDED SURVEY CONTROL
 FO1035
 FO1035  NAD 83(1986)-  35 27 10.15288(N)    106 25 01.48562(W) AD(       ) 2
 FO1035  NAD 27      -  35 27 10.02510(N)    106 24 59.39250(W) AD(       ) 2
 FO1035
 FO1035.Superseded values are not recommended for survey control.
 FO1035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1035.See file dsdata.txt to determine how the superseded data were derived.
 FO1035
 FO1035_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV7140124183(NAD 83)
 FO1035_MARKER: DS = TRIANGULATION STATION DISK
 FO1035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FO1035
 FO1035  HISTORY     - Date     Condition        Report By
 FO1035  HISTORY     - 1955     MONUMENTED       CGS
 FO1035
 FO1035                          STATION DESCRIPTION
 FO1035
 FO1035'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WRH)
 FO1035'THE STATION IS LOCATED ON TOP OF THE SOUTH BANK OF A SMALL
 FO1035'CANAL ON THE EAST SIDE OF THE RIO GRANDE RIVER, ABOUT 2 MILES
 FO1035'AIRLINE NORTHEAST OF SAN FELIPE PUEBLO AND ABOUT 13 MILES
 FO1035'AIRLINE NORTHEAST OF BERNALILLO.
 FO1035'
 FO1035'TO REACH THE STATION FROM THE SANDOVAL COUNTY COURTHOUSE IN
 FO1035'BERNALILLO GO NORTHEAST ON U.S. HIGHWAY 85 FOR 8.3 MILES TO A
 FO1035'SIDE ROAD ON THE LEFT.  TURN LEFT AS PER SIGN SAN FELIPE
 FO1035'PUEBLO AND GO NORTH 3.0 MILES TO A CROSS ROAD.  KEEP STRAIGHT
 FO1035'AHEAD AND GO NORTH 0.5 MILE TO A FORK.  TAKE THE LEFT FORK AND
 FO1035'GO 0.5 MILE TO A FORK UNDER A POWERLINE.  TAKE THE LEFT FORK
 FO1035'AND GO NORTH 0.2 MILE TO THE AZIMUTH MARK ON THE RIGHT.  KEEP
 FO1035'STRAIGHT AHEAD AND GO 0.6 MILE TO A CANAL AND THE STATION.
 FO1035'
 FO1035'THE STATION MARK IS A STANDARD DISK STAMPED ELOTA 1955 SET IN
 FO1035'THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT PROJECTS 6
 FO1035'INCHES ABOVE THE GROUND.  IT IS 13 FEET WEST OF A WITNESS POST
 FO1035'AND ABOUT 4 FEET SOUTH OF THE CENTERLINE OF THE CANAL.
 FO1035'
 FO1035'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED ELOTA NO 1
 FO1035'1955 SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT
 FO1035'PROJECTS 6 INCHES ABOVE THE GROUND AND IS 2 FEET HIGHER THAN THE
 FO1035'STATION.
 FO1035'
 FO1035'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED ELOTA NO 2
 FO1035'1955 SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT
 FO1035'PROJECTS 6 INCHES ABOVE THE GROUND AND IS 4 FEET LOWER THAN THE
 FO1035'STATION.
 FO1035'
 FO1035'R 873.1 (USBR) IS A U.S. BUREAU OF RECLAMATION DISK STAMPED R 873.1
 FO1035'SET IN THE TOP OF AN 8-INCH CONCRETE CYLINDER THAT PROJECTS 8
 FO1035'INCHES ABOVE THE GROUND.  IT IS 4 FEET WEST OF A FENCE LINE.
 FO1035'
 FO1035'THE AZIMUTH MARK IS A STANDARD DISK STAMPED ELOTA 1955 SET
 FO1035'IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT PROJECTS 6
 FO1035'INCHES ABOVE THE GROUND.  IT IS 16 FEET SOUTHWEST OF A STEEL
 FO1035'POWERLINE POLE NUMBERED 199.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1543 ***********************************************************************
 CX1543  DESIGNATION -  ELOY
 CX1543  PID         -  CX1543
 CX1543  STATE/COUNTY-  NM/OTERO
 CX1543  USGS QUAD   -  ELEPHANT MOUNTAIN (1955)
 CX1543
 CX1543                         *CURRENT SURVEY CONTROL
 CX1543  ___________________________________________________________________
 CX1543* NAD 83(1992)-  32 29 59.76485(N)    106 13 50.54932(W)     ADJUSTED  
 CX1543* NAVD 88     -      1227.37   (+/-2cm)    4026.8    (feet)  VERTCON   
 CX1543  ___________________________________________________________________
 CX1543  LAPLACE CORR-           3.99  (seconds)                    DEFLEC99
 CX1543  GEOID HEIGHT-         -23.41  (meters)                     GEOID03
 CX1543
 CX1543  HORZ ORDER  -  FIRST
 CX1543  VERT ORDER  -  THIRD ? (See Below)
 CX1543
 CX1543.The horizontal coordinates were established by classical geodetic methods
 CX1543.and adjusted by the National Geodetic Survey in December 1993..
 CX1543
 CX1543.The NAVD 88 height was computed by applying the VERTCON shift value to
 CX1543.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CX1543.The vertical order pertains to the NGVD 29 superseded value.
 CX1543
 CX1543.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1543
 CX1543.The geoid height was determined by GEOID03.
 CX1543
 CX1543;                    North         East     Units Scale Factor Converg.
 CX1543;SPC NM C     -   166,299.998   501,812.806   MT  0.99990004   +0 00 37.3
 CX1543;SPC NM C     -   545,602.58  1,646,364.18   sFT  0.99990004   +0 00 37.3
 CX1543;UTM  13      - 3,596,519.102   384,384.428   MT  0.99976483   -0 39 40.8
 CX1543
 CX1543!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1543!SPC NM C     -   0.99981100  x   0.99990004  =   0.99971106
 CX1543!UTM  13      -   0.99981100  x   0.99976483  =   0.99957588
 CX1543
 CX1543|---------------------------------------------------------------------|
 CX1543| PID    Reference Object                     Distance      Geod. Az  |
 CX1543|                                                           dddmmss.s |
 CX1543| CC7344 ELOY RM 1                            13.107 METERS 22217     |
 CX1543| CC7345 ELOY RM 2                             7.943 METERS 28827     |
 CX1543| CX0313 GEORGE                              APPROX. 4.1 KM 3133552.4 |
 CX1543|---------------------------------------------------------------------|
 CX1543
 CX1543                          SUPERSEDED SURVEY CONTROL
 CX1543
 CX1543  NAD 83(1986)-  32 29 59.77181(N)    106 13 50.54869(W) AD(       ) 1
 CX1543  NAD 27      -  32 29 59.44104(N)    106 13 48.58655(W) AD(       ) 1
 CX1543  NGVD 29 (07/19/86) 1226.79   (m)         4024.9    (f) LEVELING    3  
 CX1543
 CX1543.Superseded values are not recommended for survey control.
 CX1543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1543.See file dsdata.txt to determine how the superseded data were derived.
 CX1543
 CX1543_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR8438496519(NAD 83)
 CX1543_MARKER: DS = TRIANGULATION STATION DISK
 CX1543_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX1543_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CX1543
 CX1543  HISTORY     - Date     Condition        Report By
 CX1543  HISTORY     - 1967     MONUMENTED       CGS
 CX1543
 CX1543                          STATION DESCRIPTION
 CX1543
 CX1543'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (JBJ)
 CX1543'THE STATION IS ABOUT 18 MILES EAST-NORTHEAST OF MISSILE RANGE
 CX1543'HEADQUARTERS, 8-1/2 MILES NORTH OF ROUTE 2 AND ON THE HIGHEST RIDGE
 CX1543'IN THE IMMEDIATE VICINITY.
 CX1543'
 CX1543'TO REACH THE STATION FROM THE HEADQUARTERS BUILDING, GO EAST ON ROUTE
 CX1543'2 FOR 2.2 MILES TO A FORK.  TAKE THE LEFT FORK, LEAVING ROUTE 2 AND
 CX1543'GO NORTHEASTERLY ON PAVED ROAD FOR 9.35 MILES TO A CROSSROAD.
 CX1543'CONTINUE NORTHEAST ON GRAVELED ROAD FOR 4.8 MILES TO A SIDE ROAD
 CX1543'RIGHT.  TURN RIGHT, PASSING TO THE SOUTH OF TRIANGULATION STATION
 CX1543'GEORGE WSPG 1952 AND GO EAST FOR 0.15 MILE TO A WHITE DOME ON
 CX1543'THE RIGHT.  CONTINUE EASTERLY ON A TRACK ROAD FOR 0.1 MILE TO
 CX1543'TRIANGLE BLAZED POWER POLE NUMBER 210 ON THE LEFT.  CONTINUE
 CX1543'EASTERLY, WORKING YOUR WAY AROUND SAND DUNES FOR 2.85 MILES TO THE
 CX1543'STATION.
 CX1543'
 CX1543'THE STATION MARK IS A STANDARD DISK, STAMPED ELOY 1967, SET IN THE
 CX1543'TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 CX1543'PROJECTS 8 INCHES ABOVE THE GROUND.  IT IS 2.0 FEET WEST OF A
 CX1543'WITNESS POST.  THE UNDERGROUND MARK IS 56 INCHES BELOW THE GROUND
 CX1543'SURFACE.
 CX1543'
 CX1543'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED ELOY NO 1 1967, SET IN
 CX1543'THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 CX1543'PROJECTS 5 INCHES ABOVE THE GROUND.  IT IS 44.7 FEET SOUTHWEST OF
 CX1543'THE WITNESS POST AND ABOUT 1 FOOT HIGHER IN ELEVATION THAN THE
 CX1543'STATION.
 CX1543'
 CX1543'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED ELOY NO 2 1967, SET
 CX1543'IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 CX1543'PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS 27.7 FEET NORTHWEST OF
 CX1543'THE WITNESS POST AND 1 FOOT HIGHER IN ELEVATION THAN THE STATION.
 CX1543'
 CX1543'TRIANGULATION STATION GEORGE WSPG 1952 WILL SERVE AS AN AZIMUTH
 CX1543'MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0355 ***********************************************************************
 DS0355  DESIGNATION -  ELRAC 14
 DS0355  PID         -  DS0355
 DS0355  STATE/COUNTY-  NM/SIERRA
 DS0355  USGS QUAD   -  LUMLEY LAKE (1982)
 DS0355
 DS0355                         *CURRENT SURVEY CONTROL
 DS0355  ___________________________________________________________________
 DS0355* NAD 83(1986)-  33 07 19.     (N)    106 24 22.     (W)     SCALED    
 DS0355* NAVD 88     -      1209.632  (meters)    3968.60   (feet)  ADJUSTED  
 DS0355  ___________________________________________________________________
 DS0355  GEOID HEIGHT-         -23.13  (meters)                     GEOID03
 DS0355  DYNAMIC HT  -        1207.875 (meters)    3962.84  (feet)  COMP
 DS0355  MODELED GRAV-     979,144.6   (mgal)                       NAVD 88
 DS0355
 DS0355  VERT ORDER  -  SECOND    CLASS 0
 DS0355
 DS0355.The horizontal coordinates were scaled from a topographic map and have
 DS0355.an estimated accuracy of +/- 6 seconds.
 DS0355
 DS0355.The orthometric height was determined by differential leveling
 DS0355.and adjusted by the National Geodetic Survey in June 1991..
 DS0355
 DS0355.The geoid height was determined by GEOID03.
 DS0355
 DS0355.The dynamic height is computed by dividing the NAVD 88
 DS0355.geopotential number by the normal gravity value computed on the
 DS0355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0355.degrees latitude (g = 980.6199 gals.).
 DS0355
 DS0355.The modeled gravity was interpolated from observed gravity values.
 DS0355
 DS0355;                    North         East    Units  Estimated Accuracy
 DS0355;SPC NM W     -   236,190.      963,190.      MT  (+/- 180 meters Scaled)
 DS0355
 DS0355                          SUPERSEDED SURVEY CONTROL
 DS0355
 DS0355  NGVD 29 (??/??/92) 1209.006  (m)         3966.55   (f) ADJ UNCH    2 0
 DS0355
 DS0355.Superseded values are not recommended for survey control.
 DS0355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0355.See file dsdata.txt to determine how the superseded data were derived.
 DS0355
 DS0355_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS688656(NAD 83)
 DS0355_MARKER: DE = TRAVERSE STATION DISK
 DS0355_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0355_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0355_STAMPING: ELRAC 14
 DS0355_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0355+STABILITY: SURFACE MOTION
 DS0355
 DS0355  HISTORY     - Date     Condition        Report By
 DS0355  HISTORY     - UNK      MONUMENTED       WSMR
 DS0355  HISTORY     - 1965     GOOD             NGS
 DS0355
 DS0355                          STATION DESCRIPTION
 DS0355
 DS0355'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 DS0355'23.4 MI W FROM TULAROSA.
 DS0355'TO REACH FROM THE POST OFFICE IN TULAROSA, GO WEST ON WSMR ROUTE 6
 DS0355'(OLD HIGHWAY 52) FOR 8 MILES TO A JUNCTION WITH WSMR 9.  CONTINUE WEST
 DS0355'ON WSMR 6 FOR 14.6 MILES TO SALT CREEK BRIDGE.  CONTINUE WEST ON WSMR
 DS0355'6 FOR 0.65 MILES TO A TRACK TRAIL ON THE RIGHT.  TURN RIGHT AND
 DS0355'CONTINUE NORTHERLY ON TRACK TRAIL 0.2 MILE TO A BLADED TRAIL TO THE
 DS0355'LEFT, WEST, AND THE STATION.  THE BENCH MARK IS A WHITE SANDS GEODETIC
 DS0355'CONTROL TRAVERSE STATION DISK SET IN A REINFORCED 6 INCH CONCRETE
 DS0355'CYLINDER, 4 FEET NORTH OF A STEEL WITNESS POST, STAMPED ELRAC 14 AND
 DS0355'PROJECTS 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0490 ***********************************************************************
 FP0490  DESIGNATION -  ELSA
 FP0490  PID         -  FP0490
 FP0490  STATE/COUNTY-  NM/MCKINLEY
 FP0490  USGS QUAD   -  FORT WINGATE (1995)
 FP0490
 FP0490                         *CURRENT SURVEY CONTROL
 FP0490  ___________________________________________________________________
 FP0490* NAD 83(1992)-  35 23 37.43268(N)    108 35 31.00822(W)     ADJUSTED  
 FP0490* NAVD 88     -      2510.1    (meters)    8235.     (feet)  VERTCON   
 FP0490  ___________________________________________________________________
 FP0490  LAPLACE CORR-           5.55  (seconds)                    DEFLEC99
 FP0490  GEOID HEIGHT-         -20.87  (meters)                     GEOID03
 FP0490
 FP0490  HORZ ORDER  -  FIRST
 FP0490
 FP0490.The horizontal coordinates were established by classical geodetic methods
 FP0490.and adjusted by the National Geodetic Survey in December 1993..
 FP0490
 FP0490.The NAVD 88 height was computed by applying the VERTCON shift value to
 FP0490.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FP0490
 FP0490.The Laplace correction was computed from DEFLEC99 derived deflections.
 FP0490
 FP0490.The geoid height was determined by GEOID03.
 FP0490
 FP0490;                    North         East     Units Scale Factor Converg.
 FP0490;SPC NM W     -   487,524.417   761,086.009   MT  0.99997517   -0 26 21.8
 FP0490;SPC NM W     - 1,599,486.36  2,496,996.35   sFT  0.99997517   -0 26 21.8
 FP0490;UTM  12      - 3,919,370.598   718,702.450   MT  1.00018948   +1 23 43.0
 FP0490
 FP0490!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FP0490!SPC NM W     -   0.99960944  x   0.99997517  =   0.99958462
 FP0490!UTM  12      -   0.99960944  x   1.00018948  =   0.99979885
 FP0490
 FP0490|---------------------------------------------------------------------|
 FP0490| PID    Reference Object                     Distance      Geod. Az  |
 FP0490|                                                           dddmmss.s |
 FP0490| FP0487 TS 405                               13.770 METERS 01230     |
 FP0490| FP0489 ELVA                                APPROX. 6.1 KM 0771822.5 |
 FP0490| CD3395 ELSA RM 1                            32.955 METERS 24747     |
 FP0490|---------------------------------------------------------------------|
 FP0490
 FP0490                          SUPERSEDED SURVEY CONTROL
 FP0490
 FP0490  NAD 83(1992)-  35 23 37.43327(N)    108 35 31.00963(W) AD(       ) 1
 FP0490  NAD 83(1986)-  35 23 37.43342(N)    108 35 31.01048(W) AD(       ) 1
 FP0490  NAD 27      -  35 23 37.34132(N)    108 35 28.72278(W) AD(       ) 1
 FP0490  NGVD 29 (07/19/86) 2509.0    (m)         8232.     (f) VERT ANG       
 FP0490
 FP0490.Superseded values are not recommended for survey control.
 FP0490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0490.See file dsdata.txt to determine how the superseded data were derived.
 FP0490
 FP0490_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYE1870219371(NAD 83)
 FP0490_MARKER: DS = TRIANGULATION STATION DISK
 FP0490_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FP0490_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FP0490
 FP0490  HISTORY     - Date     Condition        Report By
 FP0490  HISTORY     - 1966     MONUMENTED       CGS
 FP0490
 FP0490                          STATION DESCRIPTION
 FP0490
 FP0490'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (JC)
 FP0490'THE STATION IS ABOUT 13-1/2 MILES SOUTHEAST OF GALLUP, 6-1/2
 FP0490'MILES SOUTHWEST OF FORT WINGATE, 4 MILES WEST OF MC GAFFEY, ON
 FP0490'PROPERTY OWNED BY THE U.S. GOVERNMENT.
 FP0490'
 FP0490'TO REACH THE STATION FROM THE POST OFFICE IN FORT WINGATE,
 FP0490'GO SOUTH ON STATE HIGHWAY 400 FOR 3.5 MILES TO A GRAVEL ROAD
 FP0490'RIGHT AND SIGN, ARMY DEPOT 2.0 MILE.  TURN RIGHT ON GRAVEL ROAD AND
 FP0490'GO WESTERLY FOR 1.8 MILES TO A LOCKED GATE, (GATE 308, KEY
 FP0490'AVAILABLE FROM FORT WINGATE ARMY DEPOT GUARDS.) CONTINUE ON
 FP0490'GRAVEL ROAD 1.6 MILES TO A 90 FOOT HIGH POLE WITH A CORNER
 FP0490'REFLECTOR AND A SIDE ROAD RIGHT.  TURN RIGHT FOR 0.3 MILE TO
 FP0490'A DIRT CROSSROAD, TURN LEFT FOR 0.7 MILE TO A CLEARED AREA ON
 FP0490'THE LEFT.  TURN LEFT 0.1 MILE TO CENTER OF CLEARING AND THE
 FP0490'STATION.
 FP0490'
 FP0490'THE STATION MARK IS A STANDARD DISK, STAMPED ELSA 1966, SET
 FP0490'IN THE TOP OF A ROUND CONCRETE POST, 14 INCHES IN DIAMETER, THAT
 FP0490'PROJECTS 4 INCHES.  IT IS 82.8 FEET SOUTHEAST OF A TREE WITH
 FP0490'A BLAZE ON THE SOUTHEAST SIDE, 63.6 FEET SOUTHEAST OF A 6
 FP0490'INCH POST WITH A COMMUNICATION FUSE BOX AND 4.9 FEET SOUTHWEST
 FP0490'OF A WITNESS POST.
 FP0490'
 FP0490'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED ELSA NO 1 1966,
 FP0490'SET IN THE TOP OF A ROUND CONCRETE POST, 14 INCHES IN DIAMETER,
 FP0490'THAT PROJECTS 3 INCHES.  IT IS 108 FEET SOUTHEAST OF A WITNESS
 FP0490'POST, 42 FEET NORTH OF A TREE HAVING A BLAZE ON THE NORTH
 FP0490'SIDE, 4 FEET NORTH OF THE SOUTH EDGE OF THE CLEARING AND ABOUT
 FP0490'THE SAME ELEVATION AS THE STATION.
 FP0490'
 FP0490'TS 405 IS A WHITE SANDS GEODETIC CONTROL BRONZE DISK, STAMPED
 FP0490'TS 405 1960, SET IN THE TOP OF A ROUND CONCRETE POST, 6 INCHES
 FP0490'IN DIAMETER, THAT PROJECTS 8 INCHES.  THE MARK WAS REINFORCED.
 FP0490'IT IS 47 FEET NORTHWEST OF A WITNESS POST, 39 FEET SOUTHEAST
 FP0490'OF THE TREE WITH A BLAZE ON THE SOUTHEAST SIDE, 28.5 FEET
 FP0490'EAST OF A 6 INCH POST WITH A COMMUNICATION FUSE BOX AND ABOUT
 FP0490'THE SAME ELEVATION AS THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0489 ***********************************************************************
 FP0489  DESIGNATION -  ELVA
 FP0489  PID         -  FP0489
 FP0489  STATE/COUNTY-  NM/MCKINLEY
 FP0489  USGS QUAD   -  FORT WINGATE (1995)
 FP0489
 FP0489                         *CURRENT SURVEY CONTROL
 FP0489  ___________________________________________________________________
 FP0489* NAD 83(1992)-  35 24 21.09174(N)    108 31 33.91115(W)     ADJUSTED  
 FP0489* NAVD 88     -      2429.5    (meters)    7971.     (feet)  VERTCON   
 FP0489  ___________________________________________________________________
 FP0489  LAPLACE CORR-           4.41  (seconds)                    DEFLEC99
 FP0489  GEOID HEIGHT-         -20.64  (meters)                     GEOID03
 FP0489
 FP0489  HORZ ORDER  -  FIRST
 FP0489
 FP0489.The horizontal coordinates were established by classical geodetic methods
 FP0489.and adjusted by the National Geodetic Survey in December 1993..
 FP0489
 FP0489.The NAVD 88 height was computed by applying the VERTCON shift value to
 FP0489.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FP0489
 FP0489.The Laplace correction was computed from DEFLEC99 derived deflections.
 FP0489
 FP0489.The geoid height was determined by GEOID03.
 FP0489
 FP0489;                    North         East     Units Scale Factor Converg.
 FP0489;SPC NM W     -   488,825.968   767,078.418   MT  0.99996544   -0 24 04.9
 FP0489;SPC NM W     - 1,603,756.53  2,516,656.44   sFT  0.99996544   -0 24 04.9
 FP0489;UTM  12      - 3,920,863.715   724,651.510   MT  1.00022199   +1 26 02.0
 FP0489
 FP0489!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FP0489!SPC NM W     -   0.99962205  x   0.99996544  =   0.99958750
 FP0489!UTM  12      -   0.99962205  x   1.00022199  =   0.99984395
 FP0489
 FP0489|---------------------------------------------------------------------|
 FP0489| PID    Reference Object                     Distance      Geod. Az  |
 FP0489|                                                           dddmmss.s |
 FP0489| CD3396 ELVA RM 1                            32.214 METERS 04521     |
 FP0489| CD3397 ELVA RM 2                            49.177 METERS 17211     |
 FP0489| FP0486 TS 605                               24.535 METERS 17848     |
 FP0489| CD4105 TS 606                                             2761946.3 |
 FP0489| FP0540 REHOBOTH EL PASO NAT GAS SPIPE      APPROX.17.9 KM 3241302.7 |
 FP0489| FP0488 FORT WINGATE ST POLICE RAD MST      APPROX. 4.0 KM 3504404.8 |
 FP0489|---------------------------------------------------------------------|
 FP0489
 FP0489                          SUPERSEDED SURVEY CONTROL
 FP0489
 FP0489  NAD 83(1992)-  35 24 21.09233(N)    108 31 33.91261(W) AD(       ) 1
 FP0489  NAD 83(1986)-  35 24 21.09243(N)    108 31 33.91338(W) AD(       ) 1
 FP0489  NAD 27      -  35 24 21.00056(N)    108 31 31.63244(W) AD(       ) 1
 FP0489  NGVD 29 (07/19/86) 2428.4    (m)         7967.     (f) VERT ANG       
 FP0489
 FP0489.Superseded values are not recommended for survey control.
 FP0489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0489.See file dsdata.txt to determine how the superseded data were derived.
 FP0489
 FP0489_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYE2465220864(NAD 83)
 FP0489_MARKER: DS = TRIANGULATION STATION DISK
 FP0489_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FP0489_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FP0489
 FP0489  HISTORY     - Date     Condition        Report By
 FP0489  HISTORY     - 1966     MONUMENTED       CGS
 FP0489
 FP0489                          STATION DESCRIPTION
 FP0489
 FP0489'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (JC)
 FP0489'THE STATION IS ABOUT 16 MILES SOUTHEAST OF GALLUP, 4-1/2
 FP0489'MILES SOUTH-SOUTHEAST OF FORT WINGATE ON THE SUMMIT OF A WOODED
 FP0489'RIDGE AND ABOUT 100 YARDS SOUTH OF THE HIGHEST POINT IN THE
 FP0489'IMMEDIATE VICINITY.
 FP0489'
 FP0489'TO REACH THE STATION FROM THE POST OFFICE IN FORT WINGATE, GO
 FP0489'SOUTH ON STATE HIGHWAY 400 FOR 5.15 MILES TO QUAKING ASPEN
 FP0489'CAMPGROUND ENTRANCE ON THE RIGHT.  CONTINUE 0.05 MILE TO TS
 FP0489'606 (WSMR) ON THE RIGHT.  CONTINUE 0.7 MILE TO A GRAVELED SIDE
 FP0489'ROAD LEFT AND SIGN TURKEY SPRINGS 1 MILE AND 6 MILE CANYON 4
 FP0489'MILES.  TURN LEFT AND GO EASTERLY FOR 0.9 MILE TO A FORK.
 FP0489'TAKE THE LEFT FORK, UP HILL, FOR 0.4 MILE TO THE STATION ON THE
 FP0489'LEFT.
 FP0489'
 FP0489'STATION MARK IS A STANDARD DISK, STAMPED ELVA 1966, SET IN THE
 FP0489'TOP OF A ROUND CONCRETE POST, 14 INCHES IN DIAMETER, THAT IS
 FP0489'FLUSH WITH THE GROUND SURFACE.  IT IS 106 FEET SOUTHWEST OF A
 FP0489'WITNESS POST, 54 FEET NORTH OF THE NORTH EDGE OF A CONCRETE
 FP0489'SLAB, 48 FEET WEST OF THE CENTERLINE OF A DIRT ROAD AND 48 FEET
 FP0489'EAST OF THE WEST EDGE OF THE RIDGE.
 FP0489'
 FP0489'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED ELVA NO 1 1966,
 FP0489'SET IN THE TOP OF A ROUND CONCRETE POST, 14 INCHES IN DIAMETER,
 FP0489'THAT PROJECTS 10 INCHES.  IT IS 54 FEET WEST OF A TREE HAVING A
 FP0489'BLAZE ON THE WEST SIDE, 50 FEET EAST OF THE CENTERLINE OF THE
 FP0489'DIRT ROAD, 1.6 FEET NORTH OF THE WITNESS POST AND ABOUT 3 FEET
 FP0489'LOWER IN ELEVATION THAN THE STATION.
 FP0489'
 FP0489'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED ELVA NO 2 1966,
 FP0489'CEMENTED IN A DRILL HOLE NEAR THE CENTER OF A 4 X 4 FOOT CONCRETE
 FP0489'SLAB THAT PROJECTS 3 INCHES.  IT IS 240 FEET SOUTHWEST OF THE
 FP0489'WITNESS POST, 68 FEET WEST OF THE CENTERLINE OF THE DIRT ROAD,
 FP0489'33 FEET EAST OF THE WEST EDGE OF THE RIDGE AND ABOUT 1 FOOT
 FP0489'LOWER IN ELEVATION THAN THE STATION.
 FP0489'
 FP0489'TS 605 IS A WHITE SANDS GEODETIC CONTROL BRONZE DISK, STAMPED
 FP0489'TS 605 1963, SET IN THE TOP OF A ROUND CONCRETE POST, 6 INCHES
 FP0489'IN DIAMETER, THAT PROJECTS 5 INCHES.  IT IS 170 FEET SOUTHWEST
 FP0489'OF A WITNESS POST, 69 FEET WEST OF THE CENTERLINE OF THE DIRT
 FP0489'ROAD, 39 FEET EAST OF THE WEST EDGE OF THE RIDGE AND ABOUT 2
 FP0489'FEET LOWER IN ELEVATION THAN THE STATION.
 FP0489'
 FP0489'TS 606 IS A WHITE SANDS MISSILE RANGE BRONZE DISK, STAMPED TS
 FP0489'606 1963, SET IN THE TOP OF A ROUND CONCRETE POST, 6 INCHES
 FP0489'IN DIAMETER, THAT PROJECTS 5 INCHES.  IT IS 0.05 MILE SOUTH OF
 FP0489'QUAKING ASPEN CAMPGROUND ENTRANCE, 50 FEET WEST OF THE CENTERLINE
 FP0489'OF STATE HIGHWAY 400 AND 2.7 FEET EAST OF A POLE FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0517 ***********************************************************************
 GN0517  DESIGNATION -  ELVADO
 GN0517  PID         -  GN0517
 GN0517  STATE/COUNTY-  NM/RIO ARRIBA
 GN0517  USGS QUAD   -  POUNDS MESA (1983)
 GN0517
 GN0517                         *CURRENT SURVEY CONTROL
 GN0517  ___________________________________________________________________
 GN0517* NAD 83(1992)-  36 35 51.46215(N)    106 46 39.55039(W)     ADJUSTED  
 GN0517* NAVD 88     -      2525.0    (meters)    8284.     (feet)  VERTCON   
 GN0517  ___________________________________________________________________
 GN0517  LAPLACE CORR-           1.64  (seconds)                    DEFLEC99
 GN0517  GEOID HEIGHT-         -18.82  (meters)                     GEOID03
 GN0517
 GN0517  HORZ ORDER  -  THIRD
 GN0517
 GN0517.The horizontal coordinates were established by classical geodetic methods
 GN0517.and adjusted by the National Geodetic Survey in December 1993..
 GN0517
 GN0517.The NAVD 88 height was computed by applying the VERTCON shift value to
 GN0517.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GN0517
 GN0517.The Laplace correction was computed from DEFLEC99 derived deflections.
 GN0517
 GN0517.The geoid height was determined by GEOID03.
 GN0517
 GN0517;                    North         East     Units Scale Factor Converg.
 GN0517;SPC NM C     -   620,951.426   452,790.938   MT  0.99992745   -0 18 52.5
 GN0517;SPC NM C     - 2,037,238.14  1,485,531.60   sFT  0.99992745   -0 18 52.5
 GN0517;UTM  13      - 4,051,708.358   340,994.468   MT  0.99991149   -1 03 36.2
 GN0517
 GN0517!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GN0517!SPC NM C     -   0.99960684  x   0.99992745  =   0.99953432
 GN0517!UTM  13      -   0.99960684  x   0.99991149  =   0.99951836
 GN0517
 GN0517:                Primary Azimuth Mark                     Grid Az
 GN0517:SPC NM C     -  BM                                       019 03 16.4
 GN0517:UTM  13      -  BM                                       019 48 00.1
 GN0517
 GN0517|---------------------------------------------------------------------|
 GN0517| PID    Reference Object                     Distance      Geod. Az  |
 GN0517|                                                           dddmmss.s |
 GN0517| CD3191 BM                                                 0184423.9 |
 GN0517| CD3398 ELVADO RM 1                           7.686 METERS 26029     |
 GN0517| CD3399 ELVADO RM 2                           8.623 METERS 35008     |
 GN0517|---------------------------------------------------------------------|
 GN0517
 GN0517                          SUPERSEDED SURVEY CONTROL
 GN0517
 GN0517  NAD 83(1986)-  36 35 51.46272(N)    106 46 39.55715(W) AD(       ) 3
 GN0517  NAD 27      -  36 35 51.39992(N)    106 46 37.41624(W) AD(       ) 3
 GN0517  NGVD 29 (07/19/86) 2523.7    (m)         8280.     (f) VERT ANG       
 GN0517
 GN0517.Superseded values are not recommended for survey control.
 GN0517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0517.See file dsdata.txt to determine how the superseded data were derived.
 GN0517
 GN0517_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCA4099451708(NAD 83)
 GN0517_MARKER: DB = BENCH MARK DISK
 GN0517_SETTING: 80 = SET IN A BOULDER
 GN0517_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 GN0517
 GN0517  HISTORY     - Date     Condition        Report By
 GN0517  HISTORY     - UNK      MONUMENTED       USGS
 GN0517  HISTORY     - 1953     GOOD             USGS
 GN0517  HISTORY     - 1961     GOOD             CGS
 GN0517
 GN0517                          STATION DESCRIPTION
 GN0517
 GN0517'DESCRIBED BY US GEOLOGICAL SURVEY 1953 (JTD)
 GN0517'RECOVERED AND REDESCRIBED AS FOLLOWS
 GN0517'
 GN0517'THE STATION IS LOCATED ON THE MOST EASTERLY POINT OF A MESA,
 GN0517'APPROXIMATELY 2.5 MI. AIRLINE W. OF EL VADO DAM, AND APPROXIMATELY
 GN0517'14.0 MI. AIRLINE SW. OF PARKVIEW.
 GN0517'
 GN0517'TO REACH THE STATION FROM THE POST OFFICE IN PARKVIEW, GO N. ON
 GN0517'U.S. HIGHWAY 84 FOR 0.6 MI. TO JUNCTION OF STATE HIGHWAY 95, THENCE
 GN0517'LEFT ON STATE HIGHWAY 95 FOR 16.7 MI. TO A VERY DIM TRACK RD. LEFT
 GN0517'OFF STATE HIGHWAY 95 (THE TRACK RD. IS ALSO ABOUT 0.2 MI. E. OF THE
 GN0517'INDIAN RESERVATION BORDER).  TAKE THE TRACK RD. LEFT (S.) FOR 1.3 MI.
 GN0517'TO WHERE IT BECOMES IMPASSABLE.  PACK UP THE CANYON S. TO THE FIRST
 GN0517'SIDE DRAIN FROM THE E., THENCE E. UP SIDE DRAIN TO TOP, THENCE ESE.
 GN0517'TO THE E. EDGE OF MESA AND STATION SITE, APPROXIMATELY A 1-1/2 HOUR
 GN0517'PACK.
 GN0517'
 GN0517'STATION MARK--A USGS TABLET, CEMENTED IN SOLID ROCK, TABLET IS
 GN0517'UNSTAMPED.
 GN0517'
 GN0517'REFERENCE MARKS--NONE.
 GN0517
 GN0517                          STATION RECOVERY (1961)
 GN0517
 GN0517'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (HWK)
 GN0517'THE STATION IS APPROXIMATELY 14 MILES SOUTHWEST OF TIERRA
 GN0517'AMARILLA, 2-1/2 MILES WEST OF THE EL VADO DAM AND ON THE EAST
 GN0517'EDGE OF A HIGH FLAT MESA.
 GN0517'
 GN0517'TO REACH THE STATION FROM THE ST. JOSEPH CHURCH IN PARKVIEW,
 GN0517'GO NORTH ON U.S. HIGHWAY 84 FOR 0.45 MILE TO A SIGN RUTHERON
 GN0517'AND CHAMA AND A CROSSROAD.  TURN LEFT, WEST, ON STATE HIGHWAY
 GN0517'95 FOR 0.4 MILE TO A CONCRETE BRIDGE OVER THE RIO CHAMA RIVER.
 GN0517'CONTINUE ON HIGHWAY 95 FOR 2.65 MILES TO THE RUTHERON STORE
 GN0517'ON THE RIGHT.  CONTINUE ON THE MAIN TRAVELED ROAD FOR 0.7 MILE
 GN0517'TO A ROAD FORK.  BEAR RIGHT, SOUTHWEST, ON THE MAIN TRAVELED
 GN0517'ROAD FOR 4.2 MILES TO A STEEL BRIDGE.  CROSS THE BRIDGE AND
 GN0517'CONTINUE ON THE MAIN TRAVELED ROAD FOR 0.4 MILE TO A CATTLE GUARD
 GN0517'AND A ROAD FORK.  BEAR LEFT, SOUTHWESTERLY, ON THE MAIN TRAVELED
 GN0517'ROAD FOR 4.1 MILES TO A WOODEN BRIDGE.  CROSS THE BRIDGE AND
 GN0517'CONTINUE ON THE MAIN TRAVELED ROAD FOR 0.3 MILE TO A ROAD FORK.
 GN0517'BEAR RIGHT, WESTERLY, ON THE MAIN TRAVELED ROAD FOR 1.25 MILES
 GN0517'TO A ROAD FORK (THERE IS A BUREAU OF RECLAMATION BENCH MARK
 GN0517'198 FEET SOUTH OF THIS ROAD FORK WHICH WAS USED AS AZIMUTH
 GN0517'MARK.).  BEAR RIGHT, SOUTHWEST, ON A GRAVEL ROAD FOR 3.5 MILES TO
 GN0517'A ROAD FORK.  BEAR RIGHT AND CONTINUE ON THE GRAVEL ROAD FOR
 GN0517'1.0 MILE TO SEVERAL RANCH BUILDINGS ON THE RIGHT.
 GN0517'CONTINUE STRAIGHT AHEAD ON THE GRAVEL ROAD FOR 1.6 MILES TO A
 GN0517'SIDE ROAD ON THE LEFT.  TURN LEFT AND GO 0.3 MILE TO A ROAD
 GN0517'FORK.  BEAR RIGHT, SOUTHERLY, FOR 0.45 MILE TO WHERE THE
 GN0517'ROAD IS WASHED OUT.  HERE BEAR RIGHT, THEN LEFT, AND FOLLOW
 GN0517'A TRACK ROAD UP THE LEFT CANYON FOR 0.8 MILE TO WHERE THIS
 GN0517'CANYON FORKS.  BEAR LEFT AND FOLLOW A TRACK ROAD FOR 0.9 MILE
 GN0517'TO A ROAD FORK.  BEAR LEFT AND GO 0.25 MILE TO A ROAD FORK.
 GN0517'BEAR RIGHT AND GO 0.2 MILE TO A ROAD FORK AND A TRIANGLE
 GN0517'BLAZE ON AN 8-INCH PINE TREE.  BEAR RIGHT AND GO 0.15 MILE TO
 GN0517'THE END OF THE ROAD.  FROM THIS POINT GO SOUTHEAST
 GN0517'THROUGH THE TIMBER FOR 0.25 MILE TO THE EAST EDGE OF THE MESA
 GN0517'AND THE STATION.
 GN0517'
 GN0517'STATION MARK IS A STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK
 GN0517'DISK, NO STAMPING ON THE MARK, CEMENTED IN A DRILL HOLE IN A
 GN0517'LARGE BOULDER.  IT IS 9 FEET WEST OF THE EAST EDGE OF THE
 GN0517'MESA AND 7 FEET EAST OF A METAL WITNESS POST.
 GN0517'
 GN0517'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED ELVADO USGS NO 1
 GN0517'1961, IS CEMENTED IN A DRILL HOLE IN A BOULDER.
 GN0517'
 GN0517'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED ELVADO USGS NO 2
 GN0517'1961, IS CEMENTED IN A DRILL HOLE IN A BOULDER.  IT IS 24.5
 GN0517'FEET NORTH OF THE METAL WITNESS POST AND 3 FEET WEST OF THE
 GN0517'EAST EDGE OF THE MESA.
 GN0517'
 GN0517'AZIMUTH MARK IS A STANDARD BUREAU OF RECLAMATION BENCH MARK
 GN0517'DISK, NO STAMPING ON THE MARK, SET IN A ROUND CONCRETE POST
 GN0517'WHICH PROJECTS 6 INCHES.  IT IS 67 FEET EAST OF THE CENTER
 GN0517'OF A DIRT ROAD AND 1.5 FEET SOUTH OF A METAL WITNESS POST.
 GN0517'
 GN0517'NOTE--REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
 GN0517'
 GN0517'NOTE--A 4-WHEEL DRIVE IS REQUIRED TO REACH THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1537 ***********************************************************************
 CX1537  DESIGNATION -  ELWOOD
 CX1537  PID         -  CX1537
 CX1537  STATE/COUNTY-  NM/OTERO
 CX1537  USGS QUAD   -  ELWOOD (1994)
 CX1537
 CX1537                         *CURRENT SURVEY CONTROL
 CX1537  ___________________________________________________________________
 CX1537* NAD 83(1992)-  32 17 38.43161(N)    106 08 16.76064(W)     ADJUSTED  
 CX1537* NAVD 88     -      1249.     (meters)    4098.     (feet)  SCALED    
 CX1537  ___________________________________________________________________
 CX1537  LAPLACE CORR-           4.41  (seconds)                    DEFLEC99
 CX1537  GEOID HEIGHT-         -23.21  (meters)                     GEOID03
 CX1537
 CX1537  HORZ ORDER  -  SECOND
 CX1537
 CX1537.The horizontal coordinates were established by classical geodetic methods
 CX1537.and adjusted by the National Geodetic Survey in December 1993..
 CX1537
 CX1537.The orthometric height was scaled from a topographic map.
 CX1537
 CX1537.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1537
 CX1537.The geoid height was determined by GEOID03.
 CX1537
 CX1537;                    North         East     Units Scale Factor Converg.
 CX1537;SPC NM C     -   143,471.725   510,549.299   MT  0.99990137   +0 03 35.4
 CX1537;SPC NM C     -   470,706.82  1,675,027.16   sFT  0.99990137   +0 03 35.4
 CX1537;UTM  13      - 3,573,593.644   392,852.216   MT  0.99974158   -0 36 29.0
 CX1537
 CX1537!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1537!SPC NM C     -   0.99980764  x   0.99990137  =   0.99970903
 CX1537!UTM  13      -   0.99980764  x   0.99974158  =   0.99954927
 CX1537
 CX1537|---------------------------------------------------------------------|
 CX1537| PID    Reference Object                     Distance      Geod. Az  |
 CX1537|                                                           dddmmss.s |
 CX1537| CX1296 ELWOOD RM 1                          20.822 METERS 02248     |
 CX1537| CX1536 OROGRANDE S PACIFIC RR SPIPE        APPROX.10.2 KM 0305621.5 |
 CX1537| CX1297 ELWOOD RM 2                          24.237 METERS 24718     |
 CX1537|---------------------------------------------------------------------|
 CX1537
 CX1537                          SUPERSEDED SURVEY CONTROL
 CX1537
 CX1537  NAD 83(1986)-  32 17 38.43602(N)    106 08 16.75958(W) AD(       ) 2
 CX1537  NAD 27      -  32 17 38.09620(N)    106 08 14.81530(W) AD(       ) 2
 CX1537
 CX1537.Superseded values are not recommended for survey control.
 CX1537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1537.See file dsdata.txt to determine how the superseded data were derived.
 CX1537
 CX1537_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR9285273594(NAD 83)
 CX1537_MARKER: DD = SURVEY DISK
 CX1537_SETTING: 0 = UNSPECIFIED SETTING
 CX1537
 CX1537  HISTORY     - Date     Condition        Report By
 CX1537  HISTORY     - 1943     MONUMENTED       CGS
 CX1537  HISTORY     - 1954     GOOD             AMS
 CX1537
 CX1537                          STATION DESCRIPTION
 CX1537
 CX1537'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (EHB)
 CX1537'STATION IS 6.5 MILES SOUTH OF OROGRANDE ON U.S. HIGHWAY 54,
 CX1537'93 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, OPPOSITE TWO
 CX1537'RAILROAD SIGNALS.
 CX1537'
 CX1537'SURFACE AND UNDERGROUND MARKS ARE BRONZE DISKS SET IN THE TOP
 CX1537'OF A CONCRETE POST.  STATION MARK STAMPED ELWOOD 1943.
 CX1537'
 CX1537'REFERENCE MARK 1 IS NORTH-NORTHEAST OF THE STATION.  A BRONZE
 CX1537'REFERENCE DISK SET IN A SQUARE-TOP CONCRETE POST PROJECTING
 CX1537'ABOUT 3 INCHES ABOVE THE GROUND.  STAMPED ELWOOD NO 1 1943.
 CX1537'
 CX1537'REFERENCE MARK 2 IS WEST-SOUTHWEST OF THE STATION.  A BRONZE
 CX1537'REFERENCE DISK SET IN A SQUARE-TOP CONCRETE POST PROJECTING
 CX1537'ABOUT 3 INCHES ABOVE THE GROUND.  STAMPED ELWOOD NO 2 1943.
 CX1537'
 CX1537'AZIMUTH MARK IS 0.5 MILE NORTH-NORTHEAST OF THE STATION, 62
 CX1537'FEET EAST OF THE CENTER LINE OF U.S. HIGHWAY 54, 2.0 FEET WEST
 CX1537'OF THE RIGHT-OF-WAY FENCE, AND 3.5 FEET SOUTH OF A 4- BY 4-INCH
 CX1537'WITNESS POST.  A BRONZE AZIMUTH DISK SET IN A ROUND CONCRETE
 CX1537'POST PROJECTING ABOUT 4 INCHES ABOVE THE GROUND.  STAMPED ELWOOD
 CX1537'1943.
 CX1537'
 CX1537'HEIGHT OF LIGHT ABOVE STATION MARK-15 METERS.
 CX1537
 CX1537                          STATION RECOVERY (1954)
 CX1537
 CX1537'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1954
 CX1537'STATION RECOVERED AS DESCRIBED AND PROJECTS 0.9 FEET.
 CX1537'
 CX1537'REFERENCE MARK 2 IS ALSO IN GOOD CONDITION.
 CX1537'
 CX1537'THE AZIMUTH MARK WAS RECOVERED IN GOOD CONDITION WITH THE EXCEPTION
 CX1537'THAT THE HIGHWAY HAS BEEN CHANGED SLIGHTLY.  IT IS 7.5 FEET NW
 CX1537'OF YUCCA.  136 FEET ESE AT CENTERLINE HIGHWAY 54.  82 FEET N AT
 CX1537'CENTERLINE YUCCA.  33 FEET WNW AT CENTERLINE YUCCA.  AND 60
 CX1537'FEET WNW AT CENTERLINE GRAVEL ROAD.
 CX1537'
 CX1537'THE STATION IS 27 FEET ESE AT CENTERLINE YUCCA BUSH.  75 FEET
 CX1537'E AT CENTERLINE GRAVEL ROAD.  AND 210 FEET E AT CENTERLINE
 CX1537'HIGHWAY 54.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1295 ***********************************************************************
 CX1295  DESIGNATION -  ELWOOD 2
 CX1295  PID         -  CX1295
 CX1295  STATE/COUNTY-  NM/OTERO
 CX1295  USGS QUAD   -  ELWOOD (1994)
 CX1295
 CX1295                         *CURRENT SURVEY CONTROL
 CX1295  ___________________________________________________________________
 CX1295* NAD 83(1986)-  32 17 38.     (N)    106 08 17.     (W)     SCALED    
 CX1295* NAVD 88     -      1249.163  (meters)    4098.30   (feet)  ADJUSTED  
 CX1295  ___________________________________________________________________
 CX1295  GEOID HEIGHT-         -23.21  (meters)                     GEOID03
 CX1295  DYNAMIC HT  -        1247.318 (meters)    4092.24  (feet)  COMP
 CX1295  MODELED GRAV-     979,118.8   (mgal)                       NAVD 88
 CX1295
 CX1295  VERT ORDER  -  FIRST     CLASS II
 CX1295
 CX1295.The horizontal coordinates were scaled from a topographic map and have
 CX1295.an estimated accuracy of +/- 6 seconds.
 CX1295
 CX1295.The orthometric height was determined by differential leveling
 CX1295.and adjusted by the National Geodetic Survey in June 1991..
 CX1295
 CX1295.The geoid height was determined by GEOID03.
 CX1295
 CX1295.The dynamic height is computed by dividing the NAVD 88
 CX1295.geopotential number by the normal gravity value computed on the
 CX1295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX1295.degrees latitude (g = 980.6199 gals.).
 CX1295
 CX1295.The modeled gravity was interpolated from observed gravity values.
 CX1295
 CX1295;                    North         East    Units  Estimated Accuracy
 CX1295;SPC NM C     -   143,460.      510,540.      MT  (+/- 180 meters Scaled)
 CX1295
 CX1295                          SUPERSEDED SURVEY CONTROL
 CX1295
 CX1295.No superseded survey control is available for this station.
 CX1295
 CX1295_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR928735(NAD 83)
 CX1295_MARKER: DS = TRIANGULATION STATION DISK
 CX1295_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX1295_SP_SET: CONCRETE POST
 CX1295_STAMPING: ELWOOD 2 1968
 CX1295_MARK LOGO: CGS   
 CX1295_PROJECTION: PROJECTING 4 CENTIMETERS
 CX1295_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX1295+STABILITY: SURFACE MOTION
 CX1295
 CX1295  HISTORY     - Date     Condition        Report By
 CX1295  HISTORY     - 1968     MONUMENTED       CGS
 CX1295  HISTORY     - 1980     GOOD             NGS
 CX1295
 CX1295                          STATION DESCRIPTION
 CX1295
 CX1295'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CX1295'10.5 KM (6.55 MI) SW FROM OROGRANDE.
 CX1295'10.5 KM (6.55 MI) SOUTHWEST ALONG U.S. HIGHWAY 54 FROM THE POST
 CX1295'OFFICE IN OROGRANDE, AT MILE POST 23, 35.7 METERS (117.0 FT)
 CX1295'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 25.8 METERS (84.5 FT)
 CX1295'WEST OF MILE POST 23 AND 24.3 METERS (79.6 FT) EAST OF RM 2.
 CX1295'THE MARK IS 1.2 METERS  NE FROM A WITNESS POST.
 CX1295'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1296 ***********************************************************************
 CX1296  DESIGNATION -  ELWOOD RM 1
 CX1296  PID         -  CX1296
 CX1296  STATE/COUNTY-  NM/OTERO
 CX1296  USGS QUAD   -  ELWOOD (1994)
 CX1296
 CX1296                         *CURRENT SURVEY CONTROL
 CX1296  ___________________________________________________________________
 CX1296* NAD 83(1986)-  32 17 39.     (N)    106 08 14.     (W)     SCALED    
 CX1296* NAVD 88     -      1249.238  (meters)    4098.54   (feet)  ADJUSTED  
 CX1296  ___________________________________________________________________
 CX1296  GEOID HEIGHT-         -23.20  (meters)                     GEOID03
 CX1296  DYNAMIC HT  -        1247.394 (meters)    4092.49  (feet)  COMP
 CX1296  MODELED GRAV-     979,118.9   (mgal)                       NAVD 88
 CX1296
 CX1296  VERT ORDER  -  FIRST     CLASS II
 CX1296
 CX1296.The horizontal coordinates were scaled from a topographic map and have
 CX1296.an estimated accuracy of +/- 6 seconds.
 CX1296
 CX1296.The orthometric height was determined by differential leveling
 CX1296.and adjusted by the National Geodetic Survey in June 1991..
 CX1296
 CX1296.The geoid height was determined by GEOID03.
 CX1296
 CX1296.The dynamic height is computed by dividing the NAVD 88
 CX1296.geopotential number by the normal gravity value computed on the
 CX1296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX1296.degrees latitude (g = 980.6199 gals.).
 CX1296
 CX1296.The modeled gravity was interpolated from observed gravity values.
 CX1296
 CX1296;                    North         East    Units  Estimated Accuracy
 CX1296;SPC NM C     -   143,490.      510,620.      MT  (+/- 180 meters Scaled)
 CX1296
 CX1296                          SUPERSEDED SURVEY CONTROL
 CX1296
 CX1296.No superseded survey control is available for this station.
 CX1296
 CX1296_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR929736(NAD 83)
 CX1296_MARKER: DR = REFERENCE MARK DISK
 CX1296_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX1296_SP_SET: CONCRETE POST
 CX1296_STAMPING: ELWOOD NO 1 1943
 CX1296_MARK LOGO: CGS   
 CX1296_PROJECTION: PROJECTING 20 CENTIMETERS
 CX1296_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX1296+STABILITY: SURFACE MOTION
 CX1296
 CX1296  HISTORY     - Date     Condition        Report By
 CX1296  HISTORY     - 1943     MONUMENTED       CGS
 CX1296  HISTORY     - 1981     GOOD             NGS
 CX1296
 CX1296                          STATION DESCRIPTION
 CX1296
 CX1296'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CX1296'10.5 KM (6.55 MI) SW FROM OROGRANDE.
 CX1296'10.5 KM (6.55 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 54 FROM THE
 CX1296'POST OFFICE IN OROGRANDE, AT MILE POST 23, 38.1 METERS (125.0 FT)
 CX1296'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY AND 5.8 METERS (19.0 FT)
 CX1296'NORTHWEST OF A FENCE.
 CX1296'THE MARK IS 22.6 METERS  N FROM A WITNESS POST.
 CX1296'THE MARK IS 0.2 M ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1297 ***********************************************************************
 CX1297  DESIGNATION -  ELWOOD RM 2
 CX1297  PID         -  CX1297
 CX1297  STATE/COUNTY-  NM/OTERO
 CX1297  USGS QUAD   -  ELWOOD (1994)
 CX1297
 CX1297                         *CURRENT SURVEY CONTROL
 CX1297  ___________________________________________________________________
 CX1297* NAD 83(1986)-  32 17 38.     (N)    106 08 16.     (W)     SCALED    
 CX1297* NAVD 88     -      1249.070  (meters)    4097.99   (feet)  ADJUSTED  
 CX1297  ___________________________________________________________________
 CX1297  GEOID HEIGHT-         -23.21  (meters)                     GEOID03
 CX1297  DYNAMIC HT  -        1247.225 (meters)    4091.94  (feet)  COMP
 CX1297  MODELED GRAV-     979,118.8   (mgal)                       NAVD 88
 CX1297
 CX1297  VERT ORDER  -  FIRST     CLASS II
 CX1297
 CX1297.The horizontal coordinates were scaled from a topographic map and have
 CX1297.an estimated accuracy of +/- 6 seconds.
 CX1297
 CX1297.The orthometric height was determined by differential leveling
 CX1297.and adjusted by the National Geodetic Survey in June 1991..
 CX1297
 CX1297.The geoid height was determined by GEOID03.
 CX1297
 CX1297.The dynamic height is computed by dividing the NAVD 88
 CX1297.geopotential number by the normal gravity value computed on the
 CX1297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX1297.degrees latitude (g = 980.6199 gals.).
 CX1297
 CX1297.The modeled gravity was interpolated from observed gravity values.
 CX1297
 CX1297;                    North         East    Units  Estimated Accuracy
 CX1297;SPC NM C     -   143,460.      510,570.      MT  (+/- 180 meters Scaled)
 CX1297
 CX1297                          SUPERSEDED SURVEY CONTROL
 CX1297
 CX1297.No superseded survey control is available for this station.
 CX1297
 CX1297_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR928735(NAD 83)
 CX1297_MARKER: DR = REFERENCE MARK DISK
 CX1297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX1297_SP_SET: CONCRETE POST
 CX1297_STAMPING: ELWOOD NO 2 1943
 CX1297_MARK LOGO: CGS   
 CX1297_PROJECTION: FLUSH
 CX1297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX1297+STABILITY: SURFACE MOTION
 CX1297
 CX1297  HISTORY     - Date     Condition        Report By
 CX1297  HISTORY     - 1943     MONUMENTED       CGS
 CX1297  HISTORY     - 1980     GOOD             NGS
 CX1297
 CX1297                          STATION DESCRIPTION
 CX1297
 CX1297'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CX1297'10.5 KM (6.55 MI) SW FROM OROGRANDE.
 CX1297'10.5 KM (6.55 MI) SOUTHWEST ALONG U.S. HIGHWAY 54 FROM THE POST
 CX1297'OFFICE IN OROGRANDE, 49.1 METERS (161.0 FT)
 CX1297'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 46.9 METERS (154.0 FT)
 CX1297'WEST OF MILEPOST 23, AND 24.2 METERS (79.6 FT) WEST OF THE STATION.
 CX1297'THE MARK IS 24.2 METERS  W FROM A WITNESS POST.
 CX1297'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1597 ***********************************************************************
 FO1597  DESIGNATION -  ENCINAL
 FO1597  PID         -  FO1597
 FO1597  STATE/COUNTY-  NM/CIBOLA
 FO1597  USGS QUAD   -  LAGUNA (1971)
 FO1597
 FO1597                         *CURRENT SURVEY CONTROL
 FO1597  ___________________________________________________________________
 FO1597* NAD 83(1992)-  35 06 18.12574(N)    107 25 13.42507(W)     ADJUSTED  
 FO1597* NAVD 88     -      2176.7    (meters)    7141.     (feet)  VERTCON   
 FO1597  ___________________________________________________________________
 FO1597  LAPLACE CORR-          -1.41  (seconds)                    DEFLEC99
 FO1597  GEOID HEIGHT-         -20.70  (meters)                     GEOID03
 FO1597
 FO1597  HORZ ORDER  -  SECOND
 FO1597
 FO1597.The horizontal coordinates were established by classical geodetic methods
 FO1597.and adjusted by the National Geodetic Survey in December 1993..
 FO1597
 FO1597.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1597.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1597
 FO1597.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1597
 FO1597.The geoid height was determined by GEOID03.
 FO1597
 FO1597;                    North         East     Units Scale Factor Converg.
 FO1597;SPC NM W     -   455,311.389   867,645.047   MT  0.99993413   +0 14 14.9
 FO1597;SPC NM W     - 1,493,800.78  2,846,598.79   sFT  0.99993413   +0 14 14.9
 FO1597;UTM  13      - 3,887,371.712   279,395.077   MT  1.00019982   -1 23 32.9
 FO1597
 FO1597!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1597!SPC NM W     -   0.99966170  x   0.99993413  =   0.99959585
 FO1597!UTM  13      -   0.99966170  x   1.00019982  =   0.99986145
 FO1597
 FO1597|---------------------------------------------------------------------|
 FO1597| PID    Reference Object                     Distance      Geod. Az  |
 FO1597|                                                           dddmmss.s |
 FO1597| CD3400 ENCINAL RM 1                          5.335 METERS 03831     |
 FO1597| CD3401 ENCINAL RM 2                         23.454 METERS 21352     |
 FO1597| FO1598 POLE                                APPROX. 3.4 KM 2671057.6 |
 FO1597|---------------------------------------------------------------------|
 FO1597
 FO1597                          SUPERSEDED SURVEY CONTROL
 FO1597
 FO1597  NAD 83(1986)-  35 06 18.12788(N)    107 25 13.42657(W) AD(       ) 2
 FO1597  NAD 27      -  35 06 17.97800(N)    107 25 11.25610(W) AD(       ) 2
 FO1597  NGVD 29 (07/19/86) 2175.6    (m)         7138.     (f) VERT ANG       
 FO1597
 FO1597.Superseded values are not recommended for survey control.
 FO1597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1597.See file dsdata.txt to determine how the superseded data were derived.
 FO1597
 FO1597_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBU7939587372(NAD 83)
 FO1597_MARKER: DS = TRIANGULATION STATION DISK
 FO1597_SETTING: 80 = SET IN A BOULDER
 FO1597_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO1597+STABILITY: SURFACE MOTION
 FO1597
 FO1597  HISTORY     - Date     Condition        Report By
 FO1597  HISTORY     - 1958     MONUMENTED       USGS
 FO1597  HISTORY     - 1958     GOOD             CGS
 FO1597  HISTORY     - 1970     SEE DESCRIPTION  NGS
 FO1597  HISTORY     - 1971     GOOD             MNHD
 FO1597
 FO1597                          STATION DESCRIPTION
 FO1597
 FO1597'DESCRIBED BY US GEOLOGICAL SURVEY 1958 (RLE)
 FO1597'THE STATION IS LOCATED ABOUT 20 MILES NORTHWEST OF CORREO AND 4
 FO1597'MILES NORTH OF NEW LAGUNA, ON A PROMINENT ROUND-TOPPED HILL.
 FO1597'THE MARK IS NEAR THE EAST EDGE OF THE HILL AND IS SET IN A
 FO1597'BOULDER WHICH MEASURES ABOUT 1 BY 1 FOOT AND PROJECTS 6 INCHES.
 FO1597'IT IS STAMPED VABM 7140 ENCINAL 1952.
 FO1597'
 FO1597'REFERENCE MARK NO. 1 IS SET LEVEL WITH THE STATION, IN A BOULDER
 FO1597'WHICH MEASURES ABOUT 2 BY 2 FEET AND PROJECTS 1 FOOT.  IT
 FO1597'IS STAMPED ENCINAL USGS NO 1 1958.
 FO1597'
 FO1597'REFERENCE MARK NO. 2 IS ABOUT 4 FEET LOWER THAN THE STATION.
 FO1597'IT IS SET IN A BOULDER WHICH MEASURES ABOUT 3 BY 3 FEET
 FO1597'AND PROJECTS 2 FEET.  THE MARK IS STAMPED ENCINAL USGS NO 2
 FO1597'1958.
 FO1597'
 FO1597'TRIANGULATION STATION POLE WILL SERVE AS THE AZIMUTH MARK.
 FO1597'
 FO1597'TO REACH THE STATION FROM THE NEW LAGUNA POST OFFICE AT THE
 FO1597'ECKERMAN AND SONS GROCERY STORE WHICH IS ON U.S. HIGHWAY 66
 FO1597'NORTHWEST OF THE NEW LAGUNA PUEBLO GO WEST ON U.S. HIGHWAY
 FO1597'66 FOR 1.0 MILE TO A SIDE ROAD RIGHT AND SIGN ENCINAL, TURN
 FO1597'RIGHT ON THE SIDE ROAD AND GO 3.75 MILES TO A CROSSROAD AND
 FO1597'SIGN, MOUNT TAYLOR RANCH, TURN RIGHT AND GO 3.55 MILES ON THE
 FO1597'RANCH ROAD TO A ROAD FORK AT THE TOP OF THE MESA, FOLLOW THE
 FO1597'RIGHT FORK FOR 0.55 MILE, THEN TURN LEFT OFF THE TRACK ROAD
 FO1597'AND PICK WAY TOWARD THE TOP OF THE HILL ON THE NORTH SIDE
 FO1597'FOR ABOUT 0.2 MILE AND THE END OF TRUCK TRAVEL.  THEN PACK
 FO1597'TO THE TOP OF THE HILL AND THE STATION AS DESCRIBED.  IT IS
 FO1597'ABOUT A 5 MINUTE PACK.  A FOUR-WHEEL DRIVE VEHICLE CAN BE
 FO1597'DRIVEN TO THE STATION.
 FO1597
 FO1597                          STATION RECOVERY (1958)
 FO1597
 FO1597'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 FO1597'STATION LOCATED APPROXIMATELY 4.5 AIRLINE MI. NW. OF LAGUNA,
 FO1597'NEW MEXICO, ON A ROUND TOP KNOLL.
 FO1597'
 FO1597'STATION WAS REACHED BY GOING W. FROM ALBUQUERQUE TO THE ENCINAL ROAD
 FO1597'WHICH IS 3.3 MI. W. OF LAGUNA ON U.S. HIGHWAY 66.  TURN RIGHT ON
 FO1597'ENCINAL ROAD AND GO N. 3.3 MI. TO FORK.  TAKE RIGHT WHICH IS THE
 FO1597'MT. TAYLOR RANCH ROAD AND GO 3.2 MI. TO TOP OF MESA AND FORK.  TURN
 FO1597'RIGHT AT FORK AND GO SE. TO ROUND TOP HILL.  IT IS A 10 MINUTE HIKE
 FO1597'UP HILL TO HIGH POINT AND STATION.
 FO1597'
 FO1597'RECOVERED BY NGS IN 1958.  DESCRIPTION AND POSITION LISTED IN NGS
 FO1597'QUAD 35107-2, STATION 1016.
 FO1597'
 FO1597'STATION MARK--A STANDARD USGS TRIANGULATION TABLET SET IN A BOULDER
 FO1597'WHICH MEASURES ABOUT 1 BY 1 FT. AND PROJECTS 6 IN.  IT IS
 FO1597'STAMPED---VABM 7140 ENCINAL 1952---.
 FO1597
 FO1597                          STATION RECOVERY (1970)
 FO1597
 FO1597'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 FO1597'THE STATION MARK WAS RECOVERED OFF POSITION.  REFERENCES MARKS
 FO1597'1 AND 2 AND TRIANGULATION STATION POLE WHICH SERVES AS AN
 FO1597'AZIMUTH MARK WERE RECOVERED.  THE STATION MARK AND BOULDER
 FO1597'WERE REPACED ON POSITION IN A HOLE AND REINFORCED WITH A
 FO1597'SACK OF CONCRETE.
 FO1597'
 FO1597'THE STATION MARK IS A USGS STANDARD DISK STAMPED, VABM 7140
 FO1597'ENGINAL 1932 5.  IT IS SET IN A DRILL HOLE IN A 10 INCH BOULDER
 FO1597'WHICH IS REINFORCED WITH CONCRETE AND SET FLUSH WITH THE GROUND.
 FO1597'IT IS ON THE HIGHEST PART OF THE MESA AND A CIRCLE OF BOULDERS
 FO1597'WAS PLACED AROUND THE MARK FOR EASY RECOVERY.
 FO1597'
 FO1597'REFERENCE MARK 1 IS A STANDARD DISK STAMPED, ENCINAL NO 1
 FO1597'USGS 1958.  IT IS SET IN A DRILL HOLE IN A 2 X 2 FOOT BOULDER
 FO1597'WHICH PROJECTS ABOUT 1 FOOT.  THE MARK IS ABOUT THE SAME
 FO1597'ELEVATION AS THE STATION.
 FO1597'
 FO1597'REFERENCE MARK 2 IS A STANDARD DISK STAMPED, ENCINAL NO 2
 FO1597'USGS 1958.  IT IS SET IN A DRILL HOLE IN A 3 X 5 FOOT BOULDER
 FO1597'WHICH PROJECTS ABOUT 1 FOOT THE MARK IS ABOUT 6 FEET LOWER
 FO1597'THAN THE STATION.
 FO1597'
 FO1597'TRIANGULATION STATION POLE SERVES AS AN AZIMUTH MARK.  TO
 FO1597'REACH THIS STATION FROM THE LAST CROSSROAD GIVING IN THE ROUTE
 FO1597'TO THE STATION, TURN LEFT ALONG THE GRADED ROAD FOR 0.45
 FO1597'MILE TO THE STATION ON THE RIGHT.
 FO1597'
 FO1597'TO REACH THE STATION FROM THE POST OFFICE IN NEW LAGUNA GO
 FO1597'WEST ALONG U.S. HIGHWAY 66 FOR 1.0 MILE TO A SIDE ROAD RIGHT.
 FO1597'TURN RIGHT AND GO NORTH FOR 4.0 MILES TO A SIDE ROAD RIGHT
 FO1597'JUST AFTER PASSING A CATTLE GUARD AND A POWER LINE.  TURN RIGHT
 FO1597'AND GO EAST FOR 0.45 MILE TO A CROSSROAD, CONTINUE EAST ALONG
 FO1597'THE WINDING ROAD FOR 3.4 MILES TO A FORK AT THE TOP OF THE
 FO1597'MESA.  TAKE THE RIGHT FORK SOUTHEAST FOR ABOUT 0.3 MILE TO
 FO1597'THE BASE OF THE HIGH POINT OF THE MESA, PICK WAY EAST TO THE
 FO1597'HIGHEST POINT AND THE STATION.  THE STATION CAN BE DRIVEN
 FO1597'WITH A 4-WHEEL DRIVE.  IT IS ABOUT A 10 MINUTE PACK WITH A
 FO1597'PICK-UP.
 FO1597'
 FO1597'NOTE.  UNABLE TO MEASURE BETWEEN REFERENCE MARKS.
 FO1597'
 FO1597'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 FO1597'
 FO1597'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES
 FO1597'NORTH OF NEW LAGUNA
 FO1597
 FO1597                          STATION RECOVERY (1971)
 FO1597
 FO1597'RECOVERY NOTE BY MN HIGHWAY DEPT 1971
 FO1597'VABM 7140 ENCINAL 1952 - GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0469 ***********************************************************************
 GN0469  DESIGNATION -  ENCINO
 GN0469  PID         -  GN0469
 GN0469  STATE/COUNTY-  NM/RIO ARRIBA
 GN0469  USGS QUAD   -  CERRO DEL GRANT (1953)
 GN0469
 GN0469                         *CURRENT SURVEY CONTROL
 GN0469  ___________________________________________________________________
 GN0469* NAD 83(1992)-  36 07 09.33238(N)    106 33 17.81710(W)     ADJUSTED  
 GN0469* NAVD 88     -      3035.8    (meters)    9960.     (feet)  VERTCON   
 GN0469  ___________________________________________________________________
 GN0469  LAPLACE CORR-           0.90  (seconds)                    DEFLEC99
 GN0469  GEOID HEIGHT-         -18.42  (meters)                     GEOID03
 GN0469
 GN0469  HORZ ORDER  -  FIRST
 GN0469
 GN0469.The horizontal coordinates were established by classical geodetic methods
 GN0469.and adjusted by the National Geodetic Survey in December 1993..
 GN0469
 GN0469.The NAVD 88 height was computed by applying the VERTCON shift value to
 GN0469.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GN0469
 GN0469.The Laplace correction was computed from DEFLEC99 derived deflections.
 GN0469
 GN0469.The geoid height was determined by GEOID03.
 GN0469
 GN0469;                    North         East     Units Scale Factor Converg.
 GN0469;SPC NM C     -   567,787.620   472,548.819   MT  0.99990928   -0 10 47.1
 GN0469;SPC NM C     - 1,862,816.55  1,550,353.92   sFT  0.99990928   -0 10 47.1
 GN0469;UTM  13      - 3,998,295.643   360,062.147   MT  0.99984129   -0 55 00.3
 GN0469
 GN0469!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GN0469!SPC NM C     -   0.99952666  x   0.99990928  =   0.99943598
 GN0469!UTM  13      -   0.99952666  x   0.99984129  =   0.99936803
 GN0469
 GN0469|---------------------------------------------------------------------|
 GN0469| PID    Reference Object                     Distance      Geod. Az  |
 GN0469|                                                           dddmmss.s |
 GN0469| CD3403 ENCINO RM 2                           5.948 METERS 19255     |
 GN0469| CD3402 ENCINO AZ MK                                       2065328.4 |
 GN0469| CD3404 ENCINO RM 3                           6.439 METERS 27200     |
 GN0469| GN0473 CAPULIN                             APPROX.23.7 KM 3061254.3 |
 GN0469|---------------------------------------------------------------------|
 GN0469
 GN0469                          SUPERSEDED SURVEY CONTROL
 GN0469
 GN0469  NAD 83(1986)-  36 07 09.33528(N)    106 33 17.82222(W) AD(       ) 1
 GN0469  NAD 27      -  36 07 09.26850(N)    106 33 15.69110(W) AD(       ) 1
 GN0469  NGVD 29 (07/19/86) 3034.5    (m)         9956.     (f) VERT ANG       
 GN0469
 GN0469.Superseded values are not recommended for survey control.
 GN0469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0469.See file dsdata.txt to determine how the superseded data were derived.
 GN0469
 GN0469_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV6006298296(NAD 83)
 GN0469_MARKER: DB = BENCH MARK DISK
 GN0469_SETTING: 66 = SET IN ROCK OUTCROP
 GN0469
 GN0469  HISTORY     - Date     Condition        Report By
 GN0469  HISTORY     - 1945     MONUMENTED       USGS
 GN0469  HISTORY     - 1960     GOOD             CGS
 GN0469
 GN0469                          STATION DESCRIPTION
 GN0469
 GN0469'DESCRIBED BY US GEOLOGICAL SURVEY 1945 (CAE)
 GN0469'STATION IS ON THE HIGHEST PART OF A WOODED HILL, ABOUT 2 MILES
 GN0469'NE OF THE CERRO CHAVEZ LOOKOUT CABIN, AND ABOUT 12 MILES SW OF
 GN0469'THE TOWN OF ABIQUIU.
 GN0469'
 GN0469'TO REACH THE STATION FROM THE COYOTE RANGER STATION ABOUT
 GN0469'1/2 MILE E OF COYOTE, PROCEED ON THE MAIN TRAVELED ROAD UP
 GN0469'THE MOUNTAIN PAST THE RANGER STATION FOR 6.0 MILES TO A FORK
 GN0469'AND SIGNS UPPER COYOTE CREEK 8 MI AND COYOTE CREEK 2 MI.
 GN0469'TAKE THE LEFT FORK FOR 0.2 MILE TO A SIGN CERRO VALDEZ CABIN.
 GN0469'HERE TAKE THE LEFT FORK AND GO 0.5 MILE TO THE END OF TRUCK
 GN0469'TRAVEL.  FROM THE END OF TRUCK TRAVEL PACK UP THE RIM ON A
 GN0469'WELL DEFINED TRAIL TO A FENCE ENCIRCLING THE LOOKOUT CABIN.
 GN0469'PACK E ALONG THE FENCE LINE TO THE NE FENCE CORNER.  FROM
 GN0469'THIS FENCE CORNER THE AZIMUTH MARK MAY BE REACHED BY PACKING
 GN0469'SW ALONG THE FENCE LINE UNTIL IT RUNS INTO A ROCKY RIDGE.
 GN0469'THENCE SKIRT THE ROCKS AT THE BASE OF THE RIDGE GOING
 GN0469'GENERALLY SE FOR ABOUT 1/4 MILE TO POST AND AZIMUTH MARK ABOUT
 GN0469'75 FEET UP RIDGE FROM THE LOWEST ROCKS.  FROM THE NE FENCE
 GN0469'CORNER MENTIONED ABOVE, THE STATION MAY BE REACHED BY PACKING E
 GN0469'ACROSS THE DRY LAKE FLOOR TO A LOW LYING RIDGE WHICH RISES
 GN0469'GENTLY TO THE N.  TURN LEFT, N, ALONG THIS RIDGE AND PACK TO
 GN0469'HIGHEST POINT AND STATION.
 GN0469'
 GN0469'THE STATION IS MARKED BY A BENCH MARK OF THE U.S.G.S. STAMPED
 GN0469'ENCINO 1938.  IT IS SET IN A DRILL HOLE IN OUTCROPPING BEDROCK
 GN0469'AND PROJECTS ABOUT 1 INCH ABOVE THE GROUND.  THE STATION IS
 GN0469'47 FEET SE OF AN 18-INCH PINE TREE WITH A TRIANGULAR BLAZE
 GN0469'AND 58 FEET E OF ANOTHER 18 INCH PINE TREE SIMILARLY BLAZED.
 GN0469'
 GN0469'REFERENCE MARK 1 NOT RECOVERED.
 GN0469'
 GN0469'REFERENCE MARK 2 IS A REFERENCE MARK OF THE U.S.G.S. SET IN
 GN0469'A DRILL HOLE IN OUTCROPPING BEDROCK.  IT IS STAMPED NO 2 AND
 GN0469'PROJECTS ABOUT 1 INCH ABOVE THE GROUND.  IT IS SSW OF THE
 GN0469'STATION AND ABOUT 6 FEET LOWER.
 GN0469'
 GN0469'REFERENCE MARK 3 IS A BRONZE REFERENCE DISK STAMPED ENCINO
 GN0469'NO 3 USGS 1945 AND SET IN A DRILL HOLE IN OUTCROPPING BEDROCK.
 GN0469'IT PROJECTS ABOUT 2 INCHES ABOVE THE GROUND.  IT IS W OF THE
 GN0469'STATION AND AT APPROXIMATELY THE SAME LEVEL.
 GN0469'
 GN0469'AZIMUTH MARK IS A BRONZE AZIMUTH DISK STAMPED ENCINO USGS 1945
 GN0469'AND SET IN A DRILL HOLE IN A 3-FOOT-HIGH BOULDER.  IT IS 3
 GN0469'FEET SE OF A 3-INCH 3-FOOT-HIGH PINE POST SET ATOP THE ADJOINING
 GN0469'BOULDER AND ABOUT 2 MILES SSW OF THE STATION.
 GN0469
 GN0469                          STATION RECOVERY (1960)
 GN0469
 GN0469'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HWK)
 GN0469'THE STATION MARK, REFERENCE MARK NO. 2 AND REFERENCE MARK NO.
 GN0469'3 WERE RECOVERED AS DESCRIBED AND WERE FOUND IN GOOD CONDITION,
 GN0469'THE DISTANCES AND DIRECTIONS TO THE REFERENCE MARKS WERE
 GN0469'VERIFIED.  THE AZIMUTH MARK WAS NOT OBSERVED BECAUSE THERE WAS
 GN0469'TOO MANY TREES ON LINE.  THERE WAS NO SUITABLE PLACE TO SET
 GN0469'ANOTHER AZIMUTH MARK.
 GN0469'
 GN0469'FOLLOWING IS A NEW TO REACH FOR THE STATION.
 GN0469'
 GN0469'TO REACH THE STATION FROM THE ENTRANCE TO THE COYOTE RANGER
 GN0469'STATION WHICH IS APPROXIMATELY 1/2 MILE EAST OF THE VILLAGE
 GN0469'OF COYOTE, GO EASTERLY ON STATE HIGHWAY 96 FOR 3.45 MILES TO
 GN0469'A SIDE ROAD ON THE RIGHT.  TURN RIGHT ON A GRAVEL ROAD FOR 0.25
 GN0469'MILES TO A WIRE GATE.  PASS THROUGH THE GATE AND CONTINUE ON
 GN0469'THE MAIN TRAVELED ROAD FOR 2.15 MILE TO A METAL GATE.  PASS
 GN0469'THROUGH THE GATE AND CONTINUE ON THE MAIN TRAVELED ROAD FOR
 GN0469'2.8 MILES TO A FORK.  BEAR RIGHT, CROSSING A CREEK BED AND GO
 GN0469'SOUTHERLY ON THE MAIN TRAVELED ROAD FOR 2.7 MILES TO A SIGN
 GN0469'ON THE LEFT.  CONTINUE ON THE MAIN TRAVELED ROAD FOR 0.5 MILE
 GN0469'TO A WIRE GATE.  PASS THROUGH THE GATE AND CONTINUE ON
 GN0469'THE MAIN TRAVELED ROAD FOR 3.2 MILES TO A METAL GATE.
 GN0469'PASS THROUGH THE GATE AND GO NORTHERLY ON THE MAIN TRAVELED
 GN0469'ROAD FOR 0.2 MILE TO A CLEARING IN THE WOODS ON THE LEFT.
 GN0469'BEAR LEFT, LEAVING THE ROAD AND GO NORTHWEST THROUGH THE
 GN0469'CLEARING IN THE WOODS FOR 0.1 MILE TO THE HIGHEST POINT OF THE
 GN0469'HILL AND THE STATION.
 GN0469'
 GN0469'NOTE.  REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0595 ***********************************************************************
 EP0595  DESIGNATION -  ENCINO
 EP0595  PID         -  EP0595
 EP0595  STATE/COUNTY-  NM/TORRANCE
 EP0595  USGS QUAD   -  ENCINO (1978)
 EP0595
 EP0595                         *CURRENT SURVEY CONTROL
 EP0595  ___________________________________________________________________
 EP0595* NAD 83(1992)-  34 43 21.09562(N)    105 24 14.55851(W)     ADJUSTED  
 EP0595* NAVD 88     -      1997.     (meters)    6552.     (feet)  SCALED    
 EP0595  ___________________________________________________________________
 EP0595  LAPLACE CORR-          -3.77  (seconds)                    DEFLEC99
 EP0595  GEOID HEIGHT-         -20.03  (meters)                     GEOID03
 EP0595
 EP0595  HORZ ORDER  -  FIRST
 EP0595
 EP0595.The horizontal coordinates were established by classical geodetic methods
 EP0595.and adjusted by the National Geodetic Survey in December 1993..
 EP0595
 EP0595.The orthometric height was scaled from a topographic map.
 EP0595
 EP0595.The Laplace correction was computed from DEFLEC99 derived deflections.
 EP0595
 EP0595.The geoid height was determined by GEOID03.
 EP0595
 EP0595;                    North         East     Units Scale Factor Converg.
 EP0595;SPC NM C     -   413,120.749   577,478.804   MT  0.99997396   +0 28 54.8
 EP0595;SPC NM C     - 1,355,380.32  1,894,611.71   sFT  0.99997396   +0 28 54.8
 EP0595;SPC NM E     -   413,320.648    66,934.871   MT  1.00002758   -0 36 35.7
 EP0595;SPC NM E     - 1,356,036.16    219,602.16   sFT  1.00002758   -0 36 35.7
 EP0595;UTM  13      - 3,842,347.317   463,006.177   MT  0.99961687   -0 13 48.5
 EP0595
 EP0595!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EP0595!SPC NM C     -   0.99968979  x   0.99997396  =   0.99966376
 EP0595!SPC NM E     -   0.99968979  x   1.00002758  =   0.99971736
 EP0595!UTM  13      -   0.99968979  x   0.99961687  =   0.99930678
 EP0595
 EP0595:                Primary Azimuth Mark                     Grid Az
 EP0595:SPC NM C     -  ENCINO AZ MK                             012 11 46.5
 EP0595:SPC NM E     -  ENCINO AZ MK                             013 17 17.0
 EP0595:UTM  13      -  ENCINO AZ MK                             012 54 29.8
 EP0595
 EP0595|---------------------------------------------------------------------|
 EP0595| PID    Reference Object                     Distance      Geod. Az  |
 EP0595|                                                           dddmmss.s |
 EP0595| CJ6290 ENCINO AZ MK                                       0124041.3 |
 EP0595| CJ6291 ENCINO RM 1                          27.048 METERS 24826     |
 EP0595| CJ6292 ENCINO RM 2                          39.237 METERS 31431     |
 EP0595|---------------------------------------------------------------------|
 EP0595
 EP0595                          SUPERSEDED SURVEY CONTROL
 EP0595
 EP0595  NAD 83(1986)-  34 43 21.10245(N)    105 24 14.55773(W) AD(       ) 1
 EP0595  NAD 27      -  34 43 20.87200(N)    105 24 12.54100(W) AD(       ) 1
 EP0595
 EP0595.Superseded values are not recommended for survey control.
 EP0595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EP0595.See file dsdata.txt to determine how the superseded data were derived.
 EP0595
 EP0595_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDU6300642347(NAD 83)
 EP0595_MARKER: DS = TRIANGULATION STATION DISK
 EP0595_SETTING: 66 = SET IN ROCK OUTCROP
 EP0595_STAMPING: ENCINO 1934
 EP0595_MARK LOGO: CGS   
 EP0595_MAGNETIC: N = NO MAGNETIC MATERIAL
 EP0595_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EP0595+STABILITY: POSITION/ELEVATION WELL
 EP0595
 EP0595  HISTORY     - Date     Condition        Report By
 EP0595  HISTORY     - 1934     MONUMENTED       CGS
 EP0595  HISTORY     - 1963     SEE DESCRIPTION  CGS
 EP0595  HISTORY     - 1969     GOOD             USAF
 EP0595  HISTORY     - 19780825 GOOD             NGS
 EP0595
 EP0595                          STATION DESCRIPTION
 EP0595
 EP0595'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 EP0595'THE STATION IS 6 MILES AIR LINE NORTHEAST OF ENCINO, ON THE
 EP0595'HIGHEST POINT OF A TIMBERED MESA, 18 FEET WEST OF THE CENTER
 EP0595'LINE OF THE ROAD LEADING TO THE TOP OF THE MESA FROM ENCINO.  TO
 EP0595'REACH FROM THE BOND BROTHERS MERCANTILE COMPANY IN ENCINO, GO
 EP0595'NORTH 6.5 MILES ON THE MAIN ROAD, WHICH PASSES TO THE EAST OF
 EP0595'THE SCHOOL BUILDING, TO TOP OF GRADE AND THE STATION.  THE
 EP0595'STATION, AZIMUTH, AND REFERENCE MARKS ARE STANDARD DISKS SET IN
 EP0595'BEDROCK.  REFERENCE MARK NO. 1
 EP0595'IS 94.0 FEET WEST OF THE CENTER LINE OF THE ROAD, AND
 EP0595'88.74 FEET (SLOPE) FROM STATION S 68 DEG 26 MIN W, AND
 EP0595'NO. 2 IS 123 FEET WEST OF THE CENTER LINE OF THE ROAD, AND
 EP0595'128.73 FEET FROM STATION N 45 DEG 29 MIN W.  THE
 EP0595'AZIMUTH MARK IS 14 FEET EAST OF THE CENTER LINE OF THE ROAD,
 EP0595'AND 0.35 MILE FROM STATION N 12 DEG 19 MIN E.
 EP0595'BEARING FROM STATION TO AN AIRWAY BEACON IS N 25 DEG 47 MIN W.
 EP0595'02 SEC.
 EP0595
 EP0595                          STATION RECOVERY (1963)
 EP0595
 EP0595'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CKP)
 EP0595'THE STATION DISK WAS FOUND IN A LOOSE SEGMENT OF ROCK AND IS NO
 EP0595'LONGER USABLE.  THE AZIMUTH MARK, REFERENCE MARKS 1 AND 2
 EP0595'WERE FOUND IN GOOD CONDITION.  ADDITIONAL MEASUREMENTS WERE
 EP0595'MADE.  REFERENCE MARK 1 IS 10 FEET WEST OF THE CENTER LINE OF
 EP0595'A TRACK ROAD AND 27 FEET WEST OF A FENCE.  REFERENCE MARK 2 IS
 EP0595'40 FEET WEST OF THE CENTER OF THE TRACK ROAD AND 62 FEET WEST
 EP0595'OF THE FENCE.  A NEW DESCRIPTION TO REACH THE STATION FOLLOWS--
 EP0595'FROM THE POST OFFICE IN ENCINO, GO WEST ON U.S. HIGHWAY 60 FOR
 EP0595'0.05 MILE TO A SIDE ROAD RIGHT, TURN RIGHT AND GO
 EP0595'NORTHEASTERLY, PASSING TO THE RIGHT OF THE SCHOOLHOUSE, FOR
 EP0595'1.35 MILES TO A CATTLE GUARD AND A RANCH HOUSE ON THE
 EP0595'RIGHT.  CONTINUE NORTHEAST ON GRAVEL ROAD FOR 1.8 MILES TO A
 EP0595'CATTLE GUARD, CONTINUE FOR 1.3 MILES TO A CATTLE GUARD AND
 EP0595'A FORK JUST AFTER PASSING THROUGH THE CATTLE GUARD.  TAKE LEFT
 EP0595'ROAD AND GO 0.5 MILE TO A CATTLE GUARD, CONTINUE 0.3 MILE TO
 EP0595'THE TOP OF RIDGE AND THE STATION ON THE RIGHT, CONTINUE 0.4
 EP0595'MILE TO THE AZIMUTH MARK ON THE LEFT.
 EP0595'
 EP0595'ASTRO PARTY 621 VISITED THIS STATION.
 EP0595
 EP0595                          STATION RECOVERY (1969)
 EP0595
 EP0595'RECOVERY NOTE BY US AIR FORCE 1969
 EP0595'REFERENCE MARK 2 WAS RECOVERED IN GOOD CONDITION.  STATION AND
 EP0595'REFERENCE MARK 1 WERE NOT RECOVERED.  NO SEARCH WAS MADE FOR THE
 EP0595'AZIMUTH MARK.
 EP0595'
 EP0595'A NEW ROUTE DESCRIPTION TO THE STATION AREA IS AS FOLLOWS--
 EP0595'
 EP0595'TO REACH FROM THE U.S. POST OFFICE IN ENCINO, NEW MEXICO, GO WEST
 EP0595'ON U.S. HIGHWAY 60 FOR 0.05 MILE TO A GRAVEL ROAD RIGHT.  GO
 EP0595'RIGHT (NORTH) ON THE GRAVELED ROAD FOR 0.3 MILE TO A CATTLE
 EP0595'GUARD.  CONTINUE THROUGH CATTLE GUARD FOR 1.3 MILE TO ANOTHER
 EP0595'CATTLE GUARD AND A FARMHOUSE ON THE LEFT.  CONTINUE ON GRAVEL
 EP0595'ROAD FOR 2.2 MILES TO A THIRD CATTLE GUARD.  THENCE, 1.65 MILES
 EP0595'TO A FOURTH CATTLE GUARD.  PASS THROUGH CATTLE GUARD, AND TAKE
 EP0595'LEFT FORK (75 FEET PAST THE CATTLE GUARD) FOR 0.5 MILE TO
 EP0595'ANOTHER CATTLE GUARD.  CONTINUE TO TOP OF THE RIDGE, AND THE
 EP0595'STATION AREA ON THE LEFT.
 EP0595
 EP0595                          STATION RECOVERY (1978)
 EP0595
 EP0595'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 EP0595'STATION SURFACE MARK WAS FOUND ON TOP OF GROUND NEAR STATION SITE.
 EP0595'STATION SUBSURFACE DISK RECOVERED ABOUT 8 INCHES BELOW GROUND IN DRILL
 EP0595'HOLE.  REFERENCE MARKS 1, 2 AND AZIMUTH MARK RECOVERED IN GOOD
 EP0595'CONDITION.  DISTANCE AND DIRECTION TO REFERENCE MARKS COMPARED
 EP0595'FAVORABLY WITH PREVIOUS DATA.  STATION IS LOCATED ABOUT 6 MI (9.7 KM)
 EP0595'AIRLINE, NORTHEAST OF ENCINO, ON A HIGH POINT OF A TIMBER COVERED
 EP0595'MESA, ON A GRADED ROAD RIGHT-OF-WAY.  STATION IS REACHED FROM THE POST
 EP0595'OFFICE IN ENCINO.  GO WESTERLY ON US HIGHWAYS 60 AND 285 FOR 0.05 MI
 EP0595'(0.08 KM) .  TURN RIGHT AND GO NORTHERLY 1.7 MI (2.7 KM) TO A CATTLE
 EP0595'GUARD, CONTINUE AHEAD ON A GRADED ROAD FOR 0.15 MI (0.24 KM) TO A
 EP0595'RANCH HOUSE ON LEFT, CONTINUE AHEAD ON ROAD FOR 2.0 MI (3.2 KM) TO A
 EP0595'CATTLE GUARD, CONTINUE STRAIGHT AHEAD ON MAIN TRAVELED ROAD FOR 1.55
 EP0595'MI (2.49 KM) TO A GATE ON LEFT IN EAST-WEST FENCE LINE, KEEP LEFT AND
 EP0595'CONTINUE ON MAIN TRAVELED ROAD FOR 0.6 MI (1.0 KM) TO A CATTLE GUARD,
 EP0595'CONTINUE ON GRADED ROAD FOR 0.4 MI (0.6 KM) , TOP GRADE AND STATION ON
 EP0595'RIGHT.
 EP0595' 
 EP0595'STATION IS A STANDARD DISK STAMPED--ENCINO 1934--, CEMENTED IN A DRILL
 EP0595'HOLE, IN TOP OF BEDROCK ABOUT 8 INCHES BELOW GROUND SURFACE, 46.9 FT
 EP0595'(14.3 M) EAST OF A NORTH-SOUTH FENCE LINE, 15 FT (4.6 M) WEST OF A
 EP0595'METAL WITNESS POST, 14 FT (4.3 M) EAST OF CENTER OF GRADED ROAD.
 EP0595' 
 EP0595'REFERENCE MARK 1 IS A STANDARD DISK STAMPED--ENCINO NO 1 1934--,
 EP0595'CEMENTED IN A DRILL HOLE, IN TOP OF BEDROCK ABOUT 1 INCH BELOW THE
 EP0595'GROUND SURFACE, 60 FT (18.3 M) WEST OF CENTER OF THE ROAD, 26.9 FT
 EP0595'(8.2 M) WEST OF THE FENCE LINE.
 EP0595' 
 EP0595'REFERENCE MARK 2 IS A STANDARD DISK STAMPED-- ENCINO NO 2 1934--,
 EP0595'CEMENTED IN A DRILL HOLE, IN TOP OF BEDROCK FLUSH WITH GROUND.
 EP0595' 
 EP0595'AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK STAMPED--ENCINO AZIMUTH
 EP0595'1934--, CEMENTED IN A DRILL HOLE, IN TOP OF OUTCROPPING BEDROCK
 EP0595'PROJECTING 2 INCHES, 56.8 FT (17.3 M) EAST OF A NORTH-SOUTH FENCE, 40
 EP0595'FT (12.2 M) WEST OF CENTER OF GRADED ROAD, 2.7 FT (0.8 M) EAST OF A
 EP0595'METAL WITNESS POST.  AZIMUTH MARK IS REACHED FROM THE STATION.  GO
 EP0595'NORTH ON THE GRADED ROAD FOR 0.4 MI (0.6 KM) TO THE MARK ON LEFT, AS
 EP0595'DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0956 ***********************************************************************
 DR0956  DESIGNATION -  ENCINOSO
 DR0956  PID         -  DR0956
 DR0956  STATE/COUNTY-  NM/LINCOLN
 DR0956  USGS QUAD   -  ENCINOSO (1981)
 DR0956
 DR0956                         *CURRENT SURVEY CONTROL
 DR0956  ___________________________________________________________________
 DR0956* NAD 83(1992)-  33 42 32.79449(N)    105 29 03.84311(W)     ADJUSTED  
 DR0956* NAVD 88     -      2067.3    (meters)    6782.     (feet)  VERTCON   
 DR0956  ___________________________________________________________________
 DR0956  LAPLACE CORR-          -4.37  (seconds)                    DEFLEC99
 DR0956  GEOID HEIGHT-         -20.08  (meters)                     GEOID03
 DR0956
 DR0956  HORZ ORDER  -  THIRD
 DR0956
 DR0956.The horizontal coordinates were established by classical geodetic methods
 DR0956.and adjusted by the National Geodetic Survey in December 1993..
 DR0956
 DR0956.The NAVD 88 height was computed by applying the VERTCON shift value to
 DR0956.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DR0956
 DR0956.The Laplace correction was computed from DEFLEC99 derived deflections.
 DR0956
 DR0956.The geoid height was determined by GEOID03.
 DR0956
 DR0956;                    North         East     Units Scale Factor Converg.
 DR0956;SPC NM C     -   300,654.713   570,963.615   MT  0.99996206   +0 25 29.7
 DR0956;SPC NM C     -   986,398.00  1,873,236.46   sFT  0.99996206   +0 25 29.7
 DR0956;UTM  13      - 3,730,008.690   455,114.519   MT  0.99962484   -0 16 07.8
 DR0956
 DR0956!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR0956!SPC NM C     -   0.99967872  x   0.99996206  =   0.99964079
 DR0956!UTM  13      -   0.99967872  x   0.99962484  =   0.99930368
 DR0956
 DR0956:                Primary Azimuth Mark                     Grid Az
 DR0956:SPC NM C     -  MERCHANT                                 174 18 14.4
 DR0956:UTM  13      -  MERCHANT                                 174 59 51.9
 DR0956
 DR0956|---------------------------------------------------------------------|
 DR0956| PID    Reference Object                     Distance      Geod. Az  |
 DR0956|                                                           dddmmss.s |
 DR0956| DR0955 MERCHANT                            APPROX. 6.8 KM 1744344.1 |
 DR0956|---------------------------------------------------------------------|
 DR0956
 DR0956                          SUPERSEDED SURVEY CONTROL
 DR0956
 DR0956  NAD 83(1986)-  33 42 32.80136(N)    105 29 03.84219(W) AD(       ) 3
 DR0956  NAD 27      -  33 42 32.52977(N)    105 29 01.87334(W) AD(       ) 3
 DR0956  NGVD 29 (07/19/86) 2066.5    (m)         6780.     (f) VERT ANG       
 DR0956
 DR0956.Superseded values are not recommended for survey control.
 DR0956.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0956.See file dsdata.txt to determine how the superseded data were derived.
 DR0956
 DR0956_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDT5511530009(NAD 83)
 DR0956
 DR0956  HISTORY     - Date     Condition        Report By
 DR0956  HISTORY     - 1933     MONUMENTED       USGS
 DR0956  HISTORY     - 1974     GOOD             USGS
 DR0956
 DR0956                          STATION DESCRIPTION
 DR0956
 DR0956'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 DR0956'ON LOW BARE HILL, ABOUT 2 MI. N. OF ENCINOSO.  A CATTLE CAMP AND
 DR0956'CORRAL OF THE MERCHANT RANCH IS ABOUT 0.5 MI. S. OF STATION.
 DR0956'
 DR0956'STATION MARK--STANDARD TABLET, CEMENTED IN ROCK IN PLACE, AND
 DR0956'STAMPED ---ENCINOSO R 1933---.
 DR0956'
 DR0956'REFERENCE MARK NO. 1--STANDARD REFERENCE TABLET, CEMENTED IN ROCK
 DR0956'IN PLACE, STAMPED ---NO. 1---, 20.05 FT. FROM STATION,
 DR0956'S 46 DEG 51 MIN W.
 DR0956'
 DR0956'REFERENCE MARK NO. 2--STANDARD REFERENCE TABLET, CEMENTED IN ROCK
 DR0956'IN PLACE, STAMPED ---NO. 2---, 11.85 FT. FROM STATION,
 DR0956'N 87 DEG 45 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS1376 ***********************************************************************
 DS1376  DESIGNATION -  ENGLE
 DS1376  PID         -  DS1376
 DS1376  STATE/COUNTY-  NM/SIERRA
 DS1376  USGS QUAD   -  CROCKER (1980)
 DS1376
 DS1376                         *CURRENT SURVEY CONTROL
 DS1376  ___________________________________________________________________
 DS1376* NAD 83(1992)-  33 18 36.67495(N)    107 05 18.59586(W)     ADJUSTED  
 DS1376* NAVD 88     -      1897.7    (meters)    6226.     (feet)  VERTCON   
 DS1376  ___________________________________________________________________
 DS1376  LAPLACE CORR-           2.63  (seconds)                    DEFLEC99
 DS1376  GEOID HEIGHT-         -22.96  (meters)                     GEOID03
 DS1376
 DS1376  HORZ ORDER  -  FIRST
 DS1376
 DS1376.The horizontal coordinates were established by classical geodetic methods
 DS1376.and adjusted by the National Geodetic Survey in December 1993..
 DS1376
 DS1376.The NAVD 88 height was computed by applying the VERTCON shift value to
 DS1376.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DS1376
 DS1376.The Laplace correction was computed from DEFLEC99 derived deflections.
 DS1376
 DS1376.The geoid height was determined by GEOID03.
 DS1376
 DS1376;                    North         East     Units Scale Factor Converg.
 DS1376;SPC NM W     -   256,401.988   899,357.591   MT  0.99997596   +0 24 32.6
 DS1376;SPC NM W     -   841,212.19  2,950,642.36   sFT  0.99997596   +0 24 32.6
 DS1376;UTM  13      - 3,687,621.787   305,569.461   MT  1.00006610   -1 08 50.3
 DS1376
 DS1376!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS1376!SPC NM W     -   0.99970576  x   0.99997596  =   0.99968173
 DS1376!UTM  13      -   0.99970576  x   1.00006610  =   0.99977184
 DS1376
 DS1376|---------------------------------------------------------------------|
 DS1376| PID    Reference Object                     Distance      Geod. Az  |
 DS1376|                                                           dddmmss.s |
 DS1376| CD2848 ENGLE RM 1                            9.280 METERS 03832     |
 DS1376| DS1224 SALINAS PEAK                        APPROX.51.9 KM 0911917.8 |
 DS1376| CD2847 ENGLE AZ MK                                        1734226.1 |
 DS1376| CD2849 ENGLE RM 2                           12.174 METERS 28904     |
 DS1376|---------------------------------------------------------------------|
 DS1376
 DS1376                          SUPERSEDED SURVEY CONTROL
 DS1376
 DS1376  NAD 83(1986)-  33 18 36.68300(N)    107 05 18.59925(W) AD(       ) 1
 DS1376  NAD 27      -  33 18 36.42243(N)    107 05 16.49981(W) AD(       ) 1
 DS1376  NGVD 29 (07/19/86) 1897.0    (m)         6224.     (f) VERT ANG       
 DS1376
 DS1376.Superseded values are not recommended for survey control.
 DS1376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS1376.See file dsdata.txt to determine how the superseded data were derived.
 DS1376
 DS1376_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS0556987622(NAD 83)
 DS1376_MARKER: DS = TRIANGULATION STATION DISK
 DS1376_SETTING: 66 = SET IN ROCK OUTCROP
 DS1376
 DS1376  HISTORY     - Date     Condition        Report By
 DS1376  HISTORY     - 1934     MONUMENTED       CGS
 DS1376  HISTORY     - 1954     GOOD             CGS
 DS1376  HISTORY     - 1959     GOOD             USGS
 DS1376  HISTORY     - 1966     GOOD             CGS
 DS1376  HISTORY     - 1968     GOOD             CGS
 DS1376
 DS1376                          STATION DESCRIPTION
 DS1376
 DS1376'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (LCJ)
 DS1376'THE STATION IS ABOUT 15 MILES NORTHEAST OF HOT SPRINGS, 10
 DS1376'MILE NORTH-NORTHWEST OF ENGLE, AND ON THE MORE SOUTHERN ONE OF
 DS1376'THE TWO HIGHEST PEAKS OF THE SOUTHERN, SEMIDETACHED SECTION
 DS1376'OF THE FRA CRISTOBAL MOUNTAIN RANGE.  THE STATION AND REFERENCE
 DS1376'MARKS ARE STANDARD DISKS SET IN BEDROCK.
 DS1376'REFERENCE MARK NO. 1 IS 9.372 METERS (30.75 FEET) FROM
 DS1376'THE STATION N 38 DEG 32 MIN E, AND NO. 2 IS 12.290
 DS1376'METERS (40.32 FEET) FROM THE STATION N 70 DEG 55 MIN W.
 DS1376'THE DISTANCE BETWEEN REFERENCE MARKS IS 17.630 METERS
 DS1376'(57.84 FEET).  THE SOUTH WINDMILL ON DEEP WELLS RANCH IS 5
 DS1376'MILES FROM THE STATION S 67 DEG 29 MIN E.
 DS1376
 DS1376                          STATION RECOVERY (1954)
 DS1376
 DS1376'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (WRH)
 DS1376'THE STATION WAS FOUND AS DESCRIBED AND THE MARKS WERE FOUND
 DS1376'IN GOOD CONDITION.  AN AZIMUTH MARK WAS ESTABLISHED AND WILL
 DS1376'BE DESCRIBED LATER.  A COMPLETE NEW DESCRIPTION IS AS FOLLOWS.
 DS1376'
 DS1376'THE STATION IS LOCATED, AIRLINE, ABOUT 15 MILES NORTHEAST OF
 DS1376'TRUTH OR CONSEQUENCES (FORMERLY KNOWN AS HOT SPRINGS), 10 MILES
 DS1376'NORTHEAST OF THE ELEPHANT BUTTE DAM, 10 MILES NORTH NORTHWEST
 DS1376'OF ENGLE AND ON THE SOUTHERN-MOST ONE OF THE TWO HIGHEST PEAKS
 DS1376'IN THE SEMIDETACHED SECTION OF THE FRA CRISTOBAL MOUNTAIN RANGE.
 DS1376'
 DS1376'THE STATION MARK IS A STANDARD DISK STAMPED ENGLE 1934 SET IN
 DS1376'BEDROCK WHICH IS FLUSH WITH THE GROUND.  THE MARK IS 44 FEET
 DS1376'NORTH OF THE SOUTH EDGE OF THE PEAK, 43 FEET EAST OF THE WEST
 DS1376'EDGE, 25 FEET SOUTH OF THE NORTH EDGE, 21 FEET WEST OF THE EAST
 DS1376'EDGE AND 8.0 FEET WEST NORTHWEST OF A 2 FOOT CAIRN.
 DS1376'
 DS1376'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED ENGLE NO
 DS1376'1 1934 SET IN A ROCK OUTCROP WHICH PROJECTS 10 INCHES.  THE MARK
 DS1376'IS ON THE EXTREME NORTH EDGE OF THE PEAK AND IT IS ABOUT 3
 DS1376'FEET LOWER THAN THE STATION.
 DS1376'
 DS1376'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED ENGLE NO
 DS1376'2 1934 SET IN A ROCK OUTCROP WHICH PROJECTS 10 INCHES.  THE MARK
 DS1376'IS ON THE EXTREME WEST EDGE OF THE PEAK AND IT IS ABOUT 4
 DS1376'FEET LOWER THAN THE STATION.
 DS1376'
 DS1376'THE AZIMUTH MARK IS A STANDARD DISK STAMPED ENGLE 1954 SET IN
 DS1376'A BOULDER 2 FEET IN DIAMETER AND PROJECTS 1 FOOT.  THE MARK
 DS1376'IS 60 FEET WEST OF THE HIGHEST POINT OF A SPUR RIDGE WHICH
 DS1376'RUNS SOUTHEASTERLY FROM THE STATION AND IT 1 FOOT WEST OF A
 DS1376'2 FOOT CAIRN.
 DS1376'
 DS1376'TO REACH THE STATION FROM THE POST OFFICE IN ENGLE, A SMALL
 DS1376'TOWN ALONG THE SANTE FE RAILROAD, GO NORTH ALONG THE EAST SIDE
 DS1376'OF THE RAILROAD ON A BLADED ROAD FOR 0.2 MILE TO A FORK.  KEEP
 DS1376'LEFT FORK, PASSING AROUND THE EAST SIDE OF CATTLE PENS AND
 DS1376'CONTINUE NORTH ALONG THE EAST SIDE OF THE RAILROAD FOR 6.75
 DS1376'MILES TO A GATE ON THE LEFT.  TURN LEFT THRU THE GATE CROSSING
 DS1376'THE RAILROAD AND FOLLOW A GOOD TRACK ROAD WEST NORTHWESTERLY
 DS1376'FOR 3 MILES TO A SMALL RESERVOIR WHERE THE ROAD BEARS LEFT AND
 DS1376'SHOWS LESS SIGNS OF RECENT TRAVEL.  BEAR LEFT AND CONTINUE ON
 DS1376'TRACK ROAD SOUTHWESTERLY 1.05 MILES TO A DIM TRACK ROAD
 DS1376'LEADING RIGHT.  TURN RIGHT AND FOLLOW THE DIM TRACKS
 DS1376'NORTHWESTERLY FOR 1.1 MILE TO A POINT WHERE THE TRACKS BEAR
 DS1376'LEFT INTO A WASH AND THE AZIMUTH MARK 250 YARDS TO THE NORTH.
 DS1376'AN ORDINARY TRUCK CAN NOT BE DRIVEN BEYOND THIS POINT.  A
 DS1376'FOUR WHEEL DRIVE VEHICLE CAN BE DRIVEN 0.45 MILE BEYOND.
 DS1376'BEAR LEFT INTO THE WASH THEN RIGHT UP WASH FOR ABOUT 0.1
 DS1376'MILE.  BEAR RIGHT OUT OF THE WASH AND FOLLOW THE DIM TRACKS
 DS1376'NORTHWESTERLY UP THE RIDGE FOR 0.35 MILE TO THE END OF TRUCK
 DS1376'TRAVEL.  FROM THE END OF TRUCK TRAVEL PACK NORTHWESTERLY UP A
 DS1376'STEEP SLOPE TO BASE OF CLIFFS THEN LEFT AROUND BASE OF THE
 DS1376'CLIFFS AND UP A DRAW TO A SADDLE AT THE TOP OF THE
 DS1376'DIVIDE.  CONTINUE NORTHERLY ALONG A RIDGE FOR
 DS1376'APPROXIMATELY 3/4 MILE TO THE HIGHEST POINT AND THE STATION AS
 DS1376'DESCRIBED.  THIS IS A 1-1/2 HOUR PACK.
 DS1376'
 DS1376'NOTE--ALL MEASUREMENTS AND ANGLES WERE DOUBLE CHECKED IN THE
 DS1376'FIELD AND THE 1954 MEASUREMENTS AND ANGLES ARE BELIEVED TO BE
 DS1376'CORRECT.
 DS1376
 DS1376                          STATION RECOVERY (1959)
 DS1376
 DS1376'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 DS1376'RECOVERED IN GOOD CONDITION.
 DS1376
 DS1376                          STATION RECOVERY (1966)
 DS1376
 DS1376'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (ANP)
 DS1376'THE STATION MARK, REFERENCE MARK 1, 2, AND THE AZIMUTH MARK
 DS1376'WERE RECOVERED.  THE POST OFFICE MENTIONED IN THE 1954 DESCRIPTION
 DS1376'HAS BEEN REMOVED.  A COMPLETE NEW DESCRIPTION FOLLOWS.
 DS1376'
 DS1376'THE STATION IS LOCATED ABOUT 15 MILES NORTHEAST OF TRUTH OR
 DS1376'CONSEQUENCES, 10 MILES NORTHEAST OF THE ELEPHANT BUTTE DAM, 10
 DS1376'MILES NORTH NORTHWEST OF ENGLE AND ON THE SOUTHERN MOST ONE
 DS1376'OF THE TWO HIGHEST PEAKS IN THE SEMIDETACHED SECTION OF THE FRA
 DS1376'CRISTOBAL MOUNTAIN RANGE.
 DS1376'
 DS1376'TO REACH THE STATION FROM THE RAILROAD CROSSING IN ENGLE, GO
 DS1376'NORTH ALONG THE EAST SIDE OF THE RAILROAD, ON A BLADED ROAD FOR
 DS1376'0.2 MILE TO A FORK, TAKE THE LEFT FORK, PASSING AROUND THE EAST
 DS1376'SIDE OF CATTLE PENS AND CONTINUE NORTH ALONG THE EAST SIDE OF
 DS1376'THE RAILROAD FOR 6.45 MILES TO A GATE ON THE LEFT, TURN LEFT
 DS1376'CROSSING THE RAILROAD TRACKS, PASS THROUGH THE GATE AND GO
 DS1376'WEST NORTHWEST ON A GOOD TRACK ROAD FOR 1.3 MILES TO A
 DS1376'CROSSROADS.  CONTINUE STRAIGHT AHEAD ON TRACK ROAD FOR 1.6 MILES
 DS1376'TO A SMALL RESERVOIR WHERE THE ROAD BEARS LEFT.  BEAR LEFT
 DS1376'AND CONTINUE SOUTHWEST FOR 1.1 MILES TO A DIM TRACK ROAD ON
 DS1376'THE RIGHT.  TURN RIGHT AND FOLLOW DIM TRACK ROAD NORTHWEST FOR
 DS1376'0.65 MILE TO A REVERSE TRACK ROAD ON THE LEFT.  BEAR RIGHT
 DS1376'AND GO NORTHWEST ON THE TRACK ROAD FOR 0.25 MILE TO A DRY WASH
 DS1376'ON THE LEFT.  (TO REACH THE AZIMUTH MARK FROM THIS POINT
 DS1376'CONTINUE NORTHWEST ON THE TRACK ROAD FOR 0.1 MILE TO A SMALL
 DS1376'HILL AND THE END OF TRUCK TRAVEL.  FROM THE END OF TRUCK
 DS1376'TRAVEL PACK NORTHWEST FOR ABOUT 250 YARDS TO THE MARK ON THE
 DS1376'WEST SIDE OF THE HILL.) TURN LEFT INTO THE DRY WASH, THEN
 DS1376'RIGHT UP THE WASH FOR 0.1 MILE.  AT THIS POINT TURN RIGHT AND
 DS1376'GO NORTHWEST UP A RIDGE FOR 0.35 MILE TO THE END OF TRUCK
 DS1376'TRAVEL.  A FOUR WHEEL DRIVE VEHICLE REQUIRED FOR THE LAST 0.45
 DS1376'MILE.  FROM THE END OF TRUCK TRAVEL PACK NORTHWEST UP HILL
 DS1376'TO THE BASE OF THE CLIFFS, THEN LEFT AROUND THE BASE OF THE
 DS1376'CLIFFS TO A DRAW LEADING TO THE TOP OF THE MOUNTAIN.  PACK UP
 DS1376'THE DRAW TO THE TOP, THEN NORTH ALONG THE RIDGE FOR ABOUT
 DS1376'3/4 MILE TO THE HIGHEST POINT AND THE STATION.  A 1-1/2 HOUR PACK.
 DS1376'
 DS1376'THE STATION MARK IS A STANDARD DISK STAMPED ENGLE 1934, SET
 DS1376'IN BEDROCK WHICH IS FLUSH WITH THE GROUND.  IT IS 44 FEET NORTH
 DS1376'OF THE SOUTH EDGE OF THE PEAK, 43 FEET EAST OF THE WEST EDGE
 DS1376'AND 25 FEET SOUTH OF THE NORTH EDGE.
 DS1376'
 DS1376'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED ENGLE NO 1 1934,
 DS1376'CEMENTED IN A DRILL HOLE IN ROCK OUTCROP WHICH PROJECTS 10
 DS1376'INCHES.  IT IS ON THE EXTREME NORTH EDGE OF THE PEAK AND ABOUT
 DS1376'3 FEET LOWER IN ELEVATION THAN THE STATION.
 DS1376'
 DS1376'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED ENGLE NO 2 1934,
 DS1376'CEMENTED IN A DRILL HOLE IN ROCK OUTCROP WHICH PROJECTS 10
 DS1376'INCHES.  IT IS ON THE EXTREME WEST EDGE OF THE PEAK AND ABOUT
 DS1376'4 FEET LOWER IN ELEVATION THAN THE STATION.
 DS1376'
 DS1376'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED ENGLE 1954, CEMENTED
 DS1376'IN A DRILL HOLE IN A BOULDER 2 FEET IN DIAMETER AND PROJECTS
 DS1376'1 FOOT.  IT IS 60 FEET WEST OF THE HIGHEST POINT OF A SPUR RIDGE
 DS1376'WHICH RUNS SOUTHEASTERLY FROM THE STATION AND 1 FOOT WEST OF
 DS1376'A TWO FOOT CAIRN.
 DS1376'
 DS1376'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--10 MILES NORTH
 DS1376'NORTHWEST OF ENGLE
 DS1376
 DS1376                          STATION RECOVERY (1968)
 DS1376
 DS1376'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JBJ)
 DS1376'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK
 DS1376'WERE RECOVERED AS PREVIOUSLY DESCRIBED BY A.N. POTTER IN 1966.
 DS1376'
 DS1376'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--10 MILES
 DS1376'NORTH NORTHWEST OF ENGLE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0532 ***********************************************************************
 FP0532  DESIGNATION -  ERIC
 FP0532  PID         -  FP0532
 FP0532  STATE/COUNTY-  NM/MCKINLEY
 FP0532  USGS QUAD   -  CHURCH ROCK (1979)
 FP0532
 FP0532                         *CURRENT SURVEY CONTROL
 FP0532  ___________________________________________________________________
 FP0532* NAD 83(1992)-  35 30 34.73834(N)    108 34 48.38319(W)     ADJUSTED  
 FP0532* NAVD 88     -      2076.3    (meters)    6812.     (feet)  VERTCON   
 FP0532  ___________________________________________________________________
 FP0532  LAPLACE CORR-           3.67  (seconds)                    DEFLEC99
 FP0532  GEOID HEIGHT-         -20.81  (meters)                     GEOID03
 FP0532
 FP0532  HORZ ORDER  -  FIRST
 FP0532
 FP0532.The horizontal coordinates were established by classical geodetic methods
 FP0532.and adjusted by the National Geodetic Survey in December 1993..
 FP0532
 FP0532.The NAVD 88 height was computed by applying the VERTCON shift value to
 FP0532.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FP0532
 FP0532.The Laplace correction was computed from DEFLEC99 derived deflections.
 FP0532
 FP0532.The geoid height was determined by GEOID03.
 FP0532
 FP0532;                    North         East     Units Scale Factor Converg.
 FP0532;SPC NM W     -   500,376.518   762,258.851   MT  0.99997320   -0 26 01.6
 FP0532;SPC NM W     - 1,641,651.96  2,500,844.25   sFT  0.99997320   -0 26 01.6
 FP0532;UTM  12      - 3,932,256.496   719,462.799   MT  1.00019357   +1 24 22.1
 FP0532
 FP0532!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FP0532!SPC NM W     -   0.99967748  x   0.99997320  =   0.99965069
 FP0532!UTM  12      -   0.99967748  x   1.00019357  =   0.99987099
 FP0532
 FP0532|---------------------------------------------------------------------|
 FP0532| PID    Reference Object                     Distance      Geod. Az  |
 FP0532|                                                           dddmmss.s |
 FP0532| FP0534 TS 674                               25.986 METERS 01109     |
 FP0532| CD3406 ERIC RM 1                            33.263 METERS 22812     |
 FP0532| CD3405 ERIC AZ MK                                         2883953.5 |
 FP0532| FP0540 REHOBOTH EL PASO NAT GAS SPIPE      APPROX. 6.3 KM 2982025.7 |
 FP0532|---------------------------------------------------------------------|
 FP0532
 FP0532                          SUPERSEDED SURVEY CONTROL
 FP0532
 FP0532  NAD 83(1992)-  35 30 34.73877(N)    108 34 48.38464(W) AD(       ) 1
 FP0532  NAD 83(1986)-  35 30 34.73912(N)    108 34 48.38530(W) AD(       ) 1
 FP0532  NAD 27      -  35 30 34.65556(N)    108 34 46.09587(W) AD(       ) 1
 FP0532  NGVD 29 (07/19/86) 2075.3    (m)         6809.     (f) VERT ANG       
 FP0532
 FP0532.Superseded values are not recommended for survey control.
 FP0532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0532.See file dsdata.txt to determine how the superseded data were derived.
 FP0532
 FP0532_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYE1946332256(NAD 83)
 FP0532_MARKER: DS = TRIANGULATION STATION DISK
 FP0532_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FP0532_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FP0532
 FP0532  HISTORY     - Date     Condition        Report By
 FP0532  HISTORY     - 1966     MONUMENTED       CGS
 FP0532  HISTORY     - 1967     GOOD             CGS
 FP0532  HISTORY     - 1972     GOOD             NMHD
 FP0532
 FP0532                          STATION DESCRIPTION
 FP0532
 FP0532'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (JC)
 FP0532'THE STATION IS ABOUT 10 MILES EAST OF GALLUP, 1/2 MILE EAST
 FP0532'OF FORT WINGATE ARMY DEPOT HEADQUARTERS BUILDING, ABOUT 1/2
 FP0532'MILE SOUTH OF INTERSTATE HIGHWAY 40, NEAR THE FORT WINGATE
 FP0532'WATER TANK, ON A LOW RIDGE.
 FP0532'
 FP0532'TO REACH THE STATION FROM THE MAIN GATE AT FORT WINGATE ARMY
 FP0532'DEPOT, GO IN A SOUTHERLY DIRECTION FOR 0.2 MILE TO HEADQUARTERS
 FP0532'BUILDING.  BEAR RIGHT, AROUND HEADQUARTERS BUILDING AND CONTINUE
 FP0532'IN A SOUTHERLY DIRECTION FOR 0.45 MILE TO GATE 109 AND AZIMUTH
 FP0532'MARK IN CONCRETE PORCH ON THE RIGHT.  PASS THROUGH GATE 109
 FP0532'AND GO 0.05 MILE TO A CROSSROAD, TURN LEFT AND GO EAST FOR
 FP0532'0.4 MILE TO A GRAVEL SIDE ROAD LEFT, TURN LEFT AND GO NORTH
 FP0532'FOR 0.35 MILE TO A T JUNCTION AND A FENCE.  TURN RIGHT AND
 FP0532'GO EAST FOR 0.3 MILE TO TOP OF HILL AND WATER TANK, TURN
 FP0532'RIGHT AROUND WEST EDGE OF SHORT TANK TO EAST EDGE OF RIDGE
 FP0532'AND THE STATION.
 FP0532'
 FP0532'THE STATION MARK IS A STANDARD DISK, STAMPED ERIC 1966, SET
 FP0532'IN THE TOP OF A ROUND CONCRETE POST 14 INCHES IN DIAMETER,
 FP0532'THAT PROJECTS 6 INCHES.  IT IS 58 FEET SOUTHEAST OF A POWER
 FP0532'LINE POLE, 41.3 FEET SOUTH OF A SHORT METAL WATER TANK,
 FP0532'33.8 FEET WEST OF A POWER LINE POLE, 6 FEET NORTH OF THE SOUTH
 FP0532'EDGE OF THE HILL, AND ABOUT 1 FOOT LOWER IN ELEVATION THAN
 FP0532'THE HIGHEST POINT OF THE RIDGE.
 FP0532'
 FP0532'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED ERIC NO 1 1966,
 FP0532'CEMENTED IN A DRILLHOLE IN A 2 X 2 FOOT CONCRETE FOOTING
 FP0532'THAT PROJECTS 8 INCHES.  IT IS 109 FEET SOUTH OF A POWER LINE
 FP0532'POLE, 100 FEET SOUTH OF THE SHORT WATER TANK, 18 FEET WEST
 FP0532'OF THE EAST EDGE OF THE RIDGE, AND ABOUT 1 FOOT LOWER IN
 FP0532'ELEVATION THAN THE STATION.
 FP0532'
 FP0532'T S 674 IS A WHITE SANDS GEODETIC CONTROL BRONZE DISK, STAMPED
 FP0532'T S 674 1965, SET IN THE TOP OF A 6 INCH PRECAST CONCRETE
 FP0532'POST, REINFORCED WITH CONCRETE, THAT PROJECTS 2 INCHES.  IT IS
 FP0532'63 FEET NORTH OF A POWER LINE POWER LINE POLE, 36.6 FEET
 FP0532'SOUTH OF THE SOUTHEAST LEG OF FORT WINGATE ARMY DEPOT WATER
 FP0532'TANK, AND 11.8 FEET NORTHEAST OF THE SHORT METAL WATER TANK.
 FP0532'
 FP0532'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED ERIC 1966,
 FP0532'SET IN THE CONCRETE PORCH AT GATE 109.  IT IS 40 FEET SOUTHEAST
 FP0532'OF A FIRE HYDRANT, 14 FEET WEST OF THE CENTER OF THE PAVED
 FP0532'ROAD, 3.3 FEET EAST OF THE NORTHEAST CORNER OF THE GUARDHOUSE,
 FP0532'AND 2.2 FEET WEST OF THE EAST EDGE OF THE CONCRETE PORCH.
 FP0532'
 FP0532'HEIGHT OF LIGHT ABOVE STATION MARK 0.89 METERS.
 FP0532
 FP0532                          STATION RECOVERY (1967)
 FP0532
 FP0532'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (EP)
 FP0532'THIS STATION, BOTH R.M.S AND THE AZIMUTH WAS RECOVERED AS
 FP0532'DESCRIBED IN 1966 BY M.K. FOWLER.
 FP0532'
 FP0532'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--10 MILES
 FP0532'EAST OF GALLUP
 FP0532
 FP0532                          STATION RECOVERY (1972)
 FP0532
 FP0532'RECOVERY NOTE BY NM HIGHWAY DEPT 1972
 FP0532'ERIC 1966 - GOOD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1727 ***********************************************************************
 FO1727  DESIGNATION -  EROSION
 FO1727  PID         -  FO1727
 FO1727  STATE/COUNTY-  NM/SANDOVAL
 FO1727  USGS QUAD   -  SKY VILLAGE NE (1978)
 FO1727
 FO1727                         *CURRENT SURVEY CONTROL
 FO1727  ___________________________________________________________________
 FO1727* NAD 83(1992)-  35 29 24.05632(N)    106 46 08.86831(W)     ADJUSTED  
 FO1727* NAVD 88     -      1774.8    (meters)    5823.     (feet)  VERTCON   
 FO1727  ___________________________________________________________________
 FO1727  LAPLACE CORR-          -1.73  (seconds)                    DEFLEC99
 FO1727  GEOID HEIGHT-         -20.62  (meters)                     GEOID03
 FO1727
 FO1727  HORZ ORDER  -  THIRD
 FO1727
 FO1727.The horizontal coordinates were established by classical geodetic methods
 FO1727.and adjusted by the National Geodetic Survey in December 1993..
 FO1727
 FO1727.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1727.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1727
 FO1727.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1727
 FO1727.The geoid height was determined by GEOID03.
 FO1727
 FO1727;                    North         East     Units Scale Factor Converg.
 FO1727;SPC NM C     -   498,057.484   452,898.314   MT  0.99992733   -0 18 05.0
 FO1727;SPC NM C     - 1,634,043.60  1,485,883.89   sFT  0.99992733   -0 18 05.0
 FO1727;UTM  13      - 3,928,824.760   339,523.873   MT  0.99991736   -1 01 38.3
 FO1727
 FO1727!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1727!SPC NM C     -   0.99972474  x   0.99992733  =   0.99965209
 FO1727!UTM  13      -   0.99972474  x   0.99991736  =   0.99964213
 FO1727
 FO1727                          SUPERSEDED SURVEY CONTROL
 FO1727
 FO1727  NAD 83(1992)-  35 29 24.06154(N)    106 46 08.86869(W) AD(       ) 3
 FO1727  NGVD 29 (02/08/93) 1773.9    (m)         5820.     (f) VERT ANG       
 FO1727
 FO1727.Superseded values are not recommended for survey control.
 FO1727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1727.See file dsdata.txt to determine how the superseded data were derived.
 FO1727
 FO1727_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV3952428825(NAD 83)
 FO1727_MARKER: DD = SURVEY DISK
 FO1727_SETTING: 0 = UNSPECIFIED SETTING
 FO1727_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FO1727
 FO1727  HISTORY     - Date     Condition        Report By
 FO1727  HISTORY     - 1949     MONUMENTED       USGS
 FO1727
 FO1727                          STATION DESCRIPTION
 FO1727
 FO1727'DESCRIBED BY US GEOLOGICAL SURVEY 1949
 FO1727'STATION IS LOCATED ABOUT 5.0 MI. S. OF SAN YSIDRO, ABOUT 2.0 MI. SW.
 FO1727'OF STATE HIGHWAY 44, ON E. END OF LOW RANGE OF HILLS.
 FO1727'
 FO1727'TO REACH STATION FROM SANDOVAL COUNTY COURTHOUSE IN BERNALILLO, GO N.
 FO1727'0.9 MI. TO JUNCTION OF U.S. HIGHWAY 85 AND STATE HIGHWAY 44, LEFT ON
 FO1727'STATE HIGHWAY 44 AND GO W. FOR 18.1 MI. AND NW. TO JUNCTION OF HIGHWAY
 FO1727'AND TRACK RD. SW., TAKE LEFT OFF HIGHWAY ON TRACK RD., AND TAKE RIGHT
 FO1727'FORK FOR 0.3 MI. TO RESERVOIR, CIRCLE RESERVOIR AND CONTINUE STRAIGHT
 FO1727'AHEAD (W.) UP SANDY DRAIN FOR 0.2 MI., SHIFT TO 4-WHEEL DRIVE, AND
 FO1727'CONTINUE UP DRAIN FOR ANOTHER 0.5 MI., TURN LEFT 0.3 MI. S. TO TOP
 FO1727'OF RIDGE AND STATION.  HIGHEST POINT OF HILL IS ABOUT 0.2 MI. SW. OF
 FO1727'STATION.
 FO1727'
 FO1727'STATION MARK--STANDARD TABLET, STAMPED---EROSION 1949---, AND SET
 FO1727'IN CONCRETE POST.
 FO1727'
 FO1727'REFERENCE MARK NO. 1--STANDARD TABLET, STAMPED---EROSION NO. 1
 FO1727'1949---, IN TOP OF CONCRETE POST, 54.5 FT. SW. OF STATION MARK,
 FO1727'N 30 DEG 04 MIN E.
 FO1727'
 FO1727'REFERENCE MARK NO. 2--STANDARD TABLET, STAMPED---EROSION NO. 2
 FO1727'1949---, IN SANDSTONE OUTCROP, 107.7 FT. SE. OF STATION MARK,
 FO1727'N 60 DEG 53 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0670 ***********************************************************************
 FN0670  DESIGNATION -  ESCOBAS
 FN0670  PID         -  FN0670
 FN0670  STATE/COUNTY-  NM/SAN MIGUEL
 FN0670  USGS QUAD   -  PECOS (1961)
 FN0670
 FN0670                         *CURRENT SURVEY CONTROL
 FN0670  ___________________________________________________________________
 FN0670* NAD 83(1992)-  35 32 07.32100(N)    105 42 47.64879(W)     ADJUSTED  
 FN0670* NAVD 88     -      2504.0    (meters)    8215.     (feet)  VERTCON   
 FN0670  ___________________________________________________________________
 FN0670  LAPLACE CORR-           0.18  (seconds)                    DEFLEC99
 FN0670  GEOID HEIGHT-         -18.19  (meters)                     GEOID03
 FN0670
 FN0670  HORZ ORDER  -  FIRST
 FN0670
 FN0670.The horizontal coordinates were established by classical geodetic methods
 FN0670.and adjusted by the National Geodetic Survey in December 1993..
 FN0670
 FN0670.The NAVD 88 height was computed by applying the VERTCON shift value to
 FN0670.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FN0670
 FN0670.The Laplace correction was computed from DEFLEC99 derived deflections.
 FN0670
 FN0670.The geoid height was determined by GEOID03.
 FN0670
 FN0670;                    North         East     Units Scale Factor Converg.
 FN0670;SPC NM E     -   503,845.297    39,864.611   MT  1.00010200   -0 48 07.6
 FN0670;SPC NM E     - 1,653,032.45    130,789.14   sFT  1.00010200   -0 48 07.6
 FN0670;SPC NM C     -   503,097.339   548,674.300   MT  0.99992919   +0 18 43.1
 FN0670;SPC NM C     - 1,650,578.52  1,800,108.93   sFT  0.99992919   +0 18 43.1
 FN0670;UTM  13      - 3,932,649.760   435,342.257   MT  0.99965152   -0 24 52.4
 FN0670
 FN0670!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FN0670!SPC NM E     -   0.99960998  x   1.00010200  =   0.99971194
 FN0670!SPC NM C     -   0.99960998  x   0.99992919  =   0.99953920
 FN0670!UTM  13      -   0.99960998  x   0.99965152  =   0.99926164
 FN0670
 FN0670|---------------------------------------------------------------------|
 FN0670| PID    Reference Object                     Distance      Geod. Az  |
 FN0670|                                                           dddmmss.s |
 FN0670| CJ6300 ESCOBAS RM 1                          4.904 METERS 01429     |
 FN0670| CJ6301 ESCOBAS RM 2                          5.355 METERS 12755     |
 FN0670| CJ6299 ESCOBAS AZ MK                                      1901346.4 |
 FN0670| FN0682 GLORIETA LOOKOUT TOWER              APPROX.14.9 KM 3282006.9 |
 FN0670|---------------------------------------------------------------------|
 FN0670
 FN0670                          SUPERSEDED SURVEY CONTROL
 FN0670
 FN0670  NAD 83(1986)-  35 32 07.32387(N)    105 42 47.65081(W) AD(       ) 1
 FN0670  NAD 27      -  35 32 07.18990(N)    105 42 45.59200(W) AD(       ) 1
 FN0670  NGVD 29 (07/19/86) 2503.0    (m)         8212.     (f) VERT ANG       
 FN0670
 FN0670.Superseded values are not recommended for survey control.
 FN0670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0670.See file dsdata.txt to determine how the superseded data were derived.
 FN0670
 FN0670_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV3534232650(NAD 83)
 FN0670_MARKER: DS = TRIANGULATION STATION DISK
 FN0670_SETTING: 66 = SET IN ROCK OUTCROP
 FN0670
 FN0670  HISTORY     - Date     Condition        Report By
 FN0670  HISTORY     - 1953     MONUMENTED       CGS
 FN0670
 FN0670                          STATION DESCRIPTION
 FN0670
 FN0670'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (WRH)
 FN0670'THE STATION IS LOCATED AIRLINE, ABOUT 3-1/2 MILES SOUTH-SOUTHWEST
 FN0670'OF PECOS, ABOUT 3-1/2 MILES NORTH-NORTHWEST OF ROWE AND ABOUT
 FN0670'1 MILE WEST-SOUTHWEST OF U.S. HIGHWAY 84 AND 85, ON THE
 FN0670'NORTHWEST END OF A NORTHWEST-SOUTHEAST MOUNTAIN RANGE WHICH IS
 FN0670'IN THE PECOS GRANT.
 FN0670'
 FN0670'THE STATION IS A STANDARD DISK STAMPED ESCOBAS 1953 SET IN A
 FN0670'DRILL HOLE IN AN OUTCROPPING OF BEDROCK WHICH IS ABOUT FLUSH
 FN0670'WITH THE GROUND.  IT IS 12 FEET NORTH OF A LARGE CAIRN WITH
 FN0670'A POLE IN THE CENTER.
 FN0670'
 FN0670'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED ESCOBAS
 FN0670'NO 1 1953 SET IN A DRILL HOLE IN AN OUTCROPPING OF BEDROCK
 FN0670'WHICH PROJECTS ABOUT 5 INCHES ABOVE THE GROUND AND IS ABOUT
 FN0670'THE SAME ELEVATION AS THE STATION.
 FN0670'
 FN0670'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED ESCOBAS
 FN0670'NO 2 1953 SET IN A DRILL HOLE IN AN OUTCROPPING OF BEDROCK
 FN0670'WHICH PROJECTS ABOUT 1 FOOT ABOVE THE GROUND AND IS ABOUT THE SAME
 FN0670'ELEVATION AS THE STATION.
 FN0670'
 FN0670'THE AZIMUTH MARK IS A STANDARD DISK STAMPED ESCOBAS 1953 SET
 FN0670'IN A DRILL HOLE IN AN OUTCROPPING OF BEDROCK WHICH PROJECTS
 FN0670'ABOUT 8 INCHES ABOVE THE GROUND.  IT IS 3 FEET NORTH-NORTHEAST
 FN0670'OF A SMALL CAIRN.
 FN0670'
 FN0670'TO REACH THE STATION FROM THE POST OFFICE IN ROWE, GO SOUTHEAST
 FN0670'ON U.S. HIGHWAY 84 AND 85 FOR 1.1 MILE TO A SIDE ROAD AND A
 FN0670'SIGN RENCONA 9.  TURN RIGHT AND GO SOUTH ON THE DIRT ROAD
 FN0670'FOR 1.85 MILES TO THE TOP OF THE MESA AND A FORK.  TAKE THE
 FN0670'RIGHT FORK AND GO SOUTHWEST FOR 0.15 MILE TO A CROSS ROAD
 FN0670'WHICH FOLLOWS THE POWER LINE POLES.  TURN RIGHT AND FOLLOW THE
 FN0670'POWER LINE POLE ROAD NORTHWESTERLY FOR 3.5 MILES TO A CROSS
 FN0670'ROAD.  TURN RIGHT, LEAVING THE POWER LINE POLE ROAD, AND GO
 FN0670'NORTHERLY ON A TRACK ROAD FOR 0.6 MILE.  PASS THROUGH A GATE
 FN0670'AND CONTINUE NORTHERLY FOR 1.15 MILES.  PASS THROUGH THE GATE,
 FN0670'GO NORTHERLY FOR 0.95 MILE TO A GATE AT THE CORNER OF A WIRE
 FN0670'CORRAL.  PASS THROUGH AND CONTINUE NORTHERLY FOR 0.6 MILE.
 FN0670'TAKE THE RIGHT FORK AND CONTINUE NORTH-NORTHEASTERLY FOR
 FN0670'0.8 MILE TO THE HEAD OF A SMALL VALLEY.  TAKE THE RIGHT
 FN0670'FORK AND AN OLD LOGGING ROAD UP A VERY STEEP HILL IN AN
 FN0670'EASTERLY DIRECTION FOR 0.7 MILE.  TAKE THE LEFT FORK AND
 FN0670'FOLLOW AN OLD, VERY FAINT ROAD, NORTHERLY FOR ABOUT 1.0 MILE
 FN0670'TO THE END OF THE ROAD.  CONTINUE NORTHWESTERLY THROUGH THE
 FN0670'TREES FOR ABOUT 0.3 MILE TO THE NORTHWEST END OF THE
 FN0670'MOUNTAIN, A CAIRN AND THE AZIMUTH MARK.  PACK NORTH DOWN
 FN0670'ACROSS A SADDLE FOR ABOUT 0.3 MILE AND UP TO TO THE TOP OF
 FN0670'A SMALL KNOLL, A CAIRN AND THE STATION.
 FN0670'
 FN0670'A FOUR-WHEEL DRIVE VEHICLE IS REQUIRED.
 FN0670'
 FN0670'HEIGHT OF LIGHT ABOVE STATION MARK 1.54 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1472 ***********************************************************************
 CX1472  DESIGNATION -  ESCON
 CX1472  PID         -  CX1472
 CX1472  STATE/COUNTY-  NM/OTERO
 CX1472  USGS QUAD   -  TRES HERMANOS SE (1982)
 CX1472
 CX1472                         *CURRENT SURVEY CONTROL
 CX1472  ___________________________________________________________________
 CX1472* NAD 83(1992)-  32 34 48.94610(N)    106 03 02.64421(W)     ADJUSTED  
 CX1472* NAVD 88     -      1258.     (meters)    4127.     (feet)  SCALED    
 CX1472  ___________________________________________________________________
 CX1472  LAPLACE CORR-           3.99  (seconds)                    DEFLEC99
 CX1472  GEOID HEIGHT-         -22.88  (meters)                     GEOID03
 CX1472
 CX1472  HORZ ORDER  -  SECOND
 CX1472
 CX1472.The horizontal coordinates were established by classical geodetic methods
 CX1472.and adjusted by the National Geodetic Survey in December 1993..
 CX1472
 CX1472.The orthometric height was scaled from a topographic map.
 CX1472
 CX1472.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1472
 CX1472.The geoid height was determined by GEOID03.
 CX1472
 CX1472;                    North         East     Units Scale Factor Converg.
 CX1472;SPC NM C     -   175,224.553   518,707.820   MT  0.99990431   +0 06 26.3
 CX1472;SPC NM C     -   574,882.55  1,701,793.91   sFT  0.99990431   +0 06 26.3
 CX1472;UTM  13      - 3,605,243.373   401,380.298   MT  0.99971993   -0 33 57.0
 CX1472
 CX1472!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1472!SPC NM C     -   0.99980618  x   0.99990431  =   0.99971051
 CX1472!UTM  13      -   0.99980618  x   0.99971993  =   0.99952616
 CX1472
 CX1472|---------------------------------------------------------------------|
 CX1472| PID    Reference Object                     Distance      Geod. Az  |
 CX1472|                                                           dddmmss.s |
 CX1472| CC7356 ESCON RM 1                            5.128 METERS 00240     |
 CX1472| CW0925 SACRAMENTO LOOKOUT TOWER            APPROX.32.9 KM 0554214.6 |
 CX1472| CX1471 ESCONDIDA CHIM ON FRAME HOUSE       APPROX. 4.4 KM 0592125.7 |
 CX1472| CW0927 WINDMILL 10 MI NE OF OROGRANDE      APPROX. 9.6 KM 1404226.1 |
 CX1472| CC7355 ESCON AZ MK                                        2082255.5 |
 CX1472| CC7357 ESCON RM 2                            6.563 METERS 29149     |
 CX1472|---------------------------------------------------------------------|
 CX1472
 CX1472                          SUPERSEDED SURVEY CONTROL
 CX1472
 CX1472  NAD 83(1986)-  32 34 48.95388(N)    106 03 02.64394(W) AD(       ) 2
 CX1472  NAD 27      -  32 34 48.61840(N)    106 03 00.69810(W) AD(       ) 2
 CX1472
 CX1472.Superseded values are not recommended for survey control.
 CX1472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1472.See file dsdata.txt to determine how the superseded data were derived.
 CX1472
 CX1472_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDS0138005243(NAD 83)
 CX1472_MARKER: DD = SURVEY DISK
 CX1472_SETTING: 66 = SET IN ROCK OUTCROP
 CX1472
 CX1472  HISTORY     - Date     Condition        Report By
 CX1472  HISTORY     - 1943     MONUMENTED       CGS
 CX1472  HISTORY     - 1967     GOOD             CGS
 CX1472
 CX1472                          STATION DESCRIPTION
 CX1472
 CX1472'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (EHB)
 CX1472'STATION IS LOCATED ON THE SUMMIT OF A LONE HILL, ABOUT 14
 CX1472'MILES N AND 2 MILES E OF OROGRANDE AND ABOUT 3-1/2 MILES
 CX1472'SW OF ESCONDIDA RAILROAD STATION.
 CX1472'
 CX1472'STATION MARK IS A BRONZE STATION DISK WEDGED IN A DRILL HOLE
 CX1472'IN OUTCROPPING BEDROCK, PROJECTING ABOUT 2 INCHES ABOVE
 CX1472'GROUND.  IT IS STAMPED ESCON 1943.
 CX1472'
 CX1472'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK WEDGED IN A DRILL
 CX1472'HOLE IN OUTCROPPING BEDROCK PROJECTING ABOUT 3 INCHES ABOVE
 CX1472'GROUND.  IT IS STAMPED ESCON NO 1 1943.
 CX1472'
 CX1472'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK WEDGED IN A DRILL
 CX1472'HOLE IN OUTCROPPING BEDROCK PROJECTING ABOUT 3 INCHES ABOVE
 CX1472'GROUND.  IT IS STAMPED ESCON NO 2 1943.
 CX1472'
 CX1472'AZIMUTH MARK IS ABOUT 0.65 MILE ESE OF THE STATION, ABOUT 45
 CX1472'FEET NE OF THE NE CORNER OF RANCH HOUSE AND ABOUT 2 FEET
 CX1472'N OF FENCE CORNER.  IT IS A BRONZE AZIMUTH DISK SET IN THE
 CX1472'TOP OF A CONCRETE POST PROJECTING ABOUT 4 INCHES ABOVE GROUND.
 CX1472'IT IS STAMPED ESCON 1943.
 CX1472'
 CX1472'TO REACH FROM THE POST OFFICE IN OROGRANDE, GO N ON U.S.
 CX1472'HIGHWAY 54 FOR 16.2 MILES TO DIM TRACK ROAD LEFT (THIS POINT
 CX1472'IS ABOUT 22.5 MILES S, ON U.S. HIGHWAY 54, FROM THE RAILROAD
 CX1472'STATION IN ALAMOGORDO AND 0.7 MILE S OF THE STATION ESCONDIDA).
 CX1472'TURN LEFT ON TRACK ROAD 1.35 MILES TO WIRE GATE.  PASS THROUGH
 CX1472'GATE AND CONTINUE 0.3 MILE TO RANCH HOUSE.  PASS TO RIGHT OF
 CX1472'HOUSE AND CONTINUE ON DIM TRACK ROAD 0.15 MILE.  THENCE LEFT
 CX1472'THROUGH WIRE GATE AND FOLLOW ONLY ROAD W 0.55 MILE TO OLD
 CX1472'ROCK QUARRY ON S END OF LONE HILL.  THE STATION IS IN A ROCK
 CX1472'OUTCROPPING ABOUT 80 FEET E OF THE HIGHEST POINT OF HILL.
 CX1472'THIS HILL IS VISIBLE FROM U.S. HIGHWAY 54 IN THE VICINITY
 CX1472'OF ESCONDIDA STATION.
 CX1472'
 CX1472'A 4-FOOT WOOD STAND WAS USED FOR OBSERVATIONS.
 CX1472'
 CX1472'HEIGHT OF LIGHT ABOVE STATION MARK-1 METER.
 CX1472
 CX1472                          STATION RECOVERY (1967)
 CX1472
 CX1472'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (JCC)
 CX1472'THE STATION WAS VISITED BY A LIGHTKEEPER AND ALL MARKS WERE
 CX1472'FOUND IN GOOD CONDITION.
 CX1472'
 CX1472'FOLLOWING IS A NEW ROAD DESCRIPTION--
 CX1472'
 CX1472'TO REACH THE STATION FROM THE POST OFFICE IN ORO GRANDE,
 CX1472'GO NORTH ALONG U.S. HIGHWAY 54 FOR 15.15 MILES TO A SIDE ROAD.
 CX1472'TURN LEFT, PASS THROUGH A METAL GATE AND GO WESTERLY ON A
 CX1472'DIRT ROAD FOR 1.5 MILES TO A DIM TRACK ROAD ON THE LEFT.  (THE
 CX1472'AZIMUTH MARK REACHED FROM THIS POINT BY GOING 0.2 MILE SOUTHWEST
 CX1472'ON DIM TRACK ROAD TO THE MARK ON THE LEFT.) CONTINUE WESTERLY
 CX1472'ON DIRT ROAD FOR 0.3 MILE TO A FENCE, PASS THROUGH GATE AND
 CX1472'CONTINUE WESTERLY FOR 0.5 MILE TO A FORK.  TAKE RIGHT FORK
 CX1472'FOR 0.2 MILE TO THE TOP OF A ROCKY SAND HILL AND THE STATION.
 CX1472'
 CX1472'STATION MARK, A STANDARD DISK STAMPED ESCON 1943, IS SET IN
 CX1472'BEDROCK AT THE NORTHEAST SIDE OF THE HILL.
 CX1472'
 CX1472'AZIMUTH MARK, A STANDARD DISK STAMPED ESCON 1943, IS SET IN
 CX1472'THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 CX1472'3 INCHES ABOVE THE GROUND.  IT IS 32 FEET EAST OF THE CENTER
 CX1472'OF A STEEL TANK SET ON A ROUND CONCRETE PAD AND 3 FEET NORTHEAST
 CX1472'OF A FENCE POST.
 CX1472'
 CX1472'STATION MARK AND REFERENCE MARKS ARE SUBJECT TO BEING COVERED
 CX1472'BY BLOW SAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0770 ***********************************************************************
 EQ0770  DESIGNATION -  ESCONDIDA 2
 EQ0770  PID         -  EQ0770
 EQ0770  STATE/COUNTY-  NM/SOCORRO
 EQ0770  USGS QUAD   -  SOCORRO (1979)
 EQ0770
 EQ0770                         *CURRENT SURVEY CONTROL
 EQ0770  ___________________________________________________________________
 EQ0770* NAD 83(1992)-  34 05 51.91989(N)    106 53 58.55698(W)     ADJUSTED  
 EQ0770* NAVD 88     -      1416.90   (+/-2cm)    4648.6    (feet)  VERTCON   
 EQ0770  ___________________________________________________________________
 EQ0770  LAPLACE CORR-          -0.46  (seconds)                    DEFLEC99
 EQ0770  GEOID HEIGHT-         -22.11  (meters)                     GEOID03
 EQ0770
 EQ0770  HORZ ORDER  -  SECOND
 EQ0770  VERT ORDER  -  THIRD ? (See Below)
 EQ0770
 EQ0770.The horizontal coordinates were established by classical geodetic methods
 EQ0770.and adjusted by the National Geodetic Survey in December 1993..
 EQ0770
 EQ0770.The NAVD 88 height was computed by applying the VERTCON shift value to
 EQ0770.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EQ0770.The vertical order pertains to the NGVD 29 superseded value.
 EQ0770
 EQ0770.The Laplace correction was computed from DEFLEC99 derived deflections.
 EQ0770
 EQ0770.The geoid height was determined by GEOID03.
 EQ0770
 EQ0770;                    North         East     Units Scale Factor Converg.
 EQ0770;SPC NM C     -   343,686.617   440,061.267   MT  0.99994427   -0 21 51.0
 EQ0770;SPC NM C     - 1,127,578.51  1,443,767.67   sFT  0.99994427   -0 21 51.0
 EQ0770;UTM  13      - 3,774,623.859   324,765.318   MT  0.99997854   -1 03 54.7
 EQ0770
 EQ0770!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EQ0770!SPC NM C     -   0.99978109  x   0.99994427  =   0.99972537
 EQ0770!UTM  13      -   0.99978109  x   0.99997854  =   0.99975963
 EQ0770
 EQ0770|---------------------------------------------------------------------|
 EQ0770| PID    Reference Object                     Distance      Geod. Az  |
 EQ0770|                                                           dddmmss.s |
 EQ0770| CD2856 ESCONDIDA 2 RM 4                      3.512 METERS 01947     |
 EQ0770| CD2855 ESCONDIDA 2 RM 3                     12.040 METERS 05913     |
 EQ0770| EQ0757 ESCONDIDA                           168.183 METERS 08913     |
 EQ0770| EQ0761 DINO                                APPROX. 1.5 KM 3500212.3 |
 EQ0770|---------------------------------------------------------------------|
 EQ0770
 EQ0770                          SUPERSEDED SURVEY CONTROL
 EQ0770
 EQ0770  NAD 83(1986)-  34 05 51.92656(N)    106 53 58.55884(W) AD(       ) 2
 EQ0770  NAD 27      -  34 05 51.68134(N)    106 53 56.45074(W) AD(       ) 2
 EQ0770  NGVD 29 (07/19/86) 1416.17   (m)         4646.2    (f) LEVELING    3  
 EQ0770
 EQ0770.Superseded values are not recommended for survey control.
 EQ0770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0770.See file dsdata.txt to determine how the superseded data were derived.
 EQ0770
 EQ0770_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT2476574624(NAD 83)
 EQ0770_MARKER: DS = TRIANGULATION STATION DISK
 EQ0770_SETTING: 0 = UNSPECIFIED SETTING
 EQ0770
 EQ0770  HISTORY     - Date     Condition        Report By
 EQ0770  HISTORY     - 1973     MONUMENTED       NGS
 EQ0770  HISTORY     - 1973     GOOD             NGS
 EQ0770  HISTORY     - 20050524 MARK NOT FOUND   GEOCAC
 EQ0770
 EQ0770                          STATION DESCRIPTION
 EQ0770
 EQ0770'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (CWW)
 EQ0770'STATION IS LOCATED IN SOCORRO COUNTY, NEW MEXICO, ALONG INTERSTATE
 EQ0770'25 AND IS ABOUT 2.9 MILES AIR LINE NORTH OF SOCORRO, NEW MEXICO.
 EQ0770'
 EQ0770'TO REACH FROM THE JUNCTION OF CALIFORNIA AND MANZANARES STREETS IN
 EQ0770'SOCORRO, GO NORTH ON CALIFORNIA, 1.35 MILES TO AN INTERCHANGE
 EQ0770'ON-RAMP.  GO NORTH ON INTERSTATE 25, 1.6 MILES TO THE STATION ON
 EQ0770'THE LEFT.  STATION IS 7.0 FEET WEST OF THE SOUTHBOUND LANE OF
 EQ0770'INTERSTATE 25 AND IS LOCATED AT THE SOUTH END OF A BRIDGE ON
 EQ0770'THE SHOULDER OF INTERSTATE 25.
 EQ0770'
 EQ0770'STATION IS A STANDARD USC AND GS BRASS DISK SET IN A CONCRETE
 EQ0770'MONUMENT AND IS STAMPED ESCONDIDA 2, 1973.
 EQ0770
 EQ0770                          STATION RECOVERY (1973)
 EQ0770
 EQ0770'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (LFS)
 EQ0770'THE STATION IS LOCATED 3 MILES NORTH OF SOCORRO.  IT IS ALONG THE
 EQ0770'WEST SIDE OF INTERSTATE HIGHWAY 25 AT THE SOUTH END OF A BRIDGE.
 EQ0770'
 EQ0770'THE STATION MARK IS A STANDARD DISK STAMPED, ESCONDIDA 2
 EQ0770'1973.  IT IS SET IN TOP OF A 12 INCH CONCRETE MONUMENT WHICH IS
 EQ0770'FLUSH WITH THE GROUND SURFACE.  21 FEET WEST OF THE CENTER LINE
 EQ0770'OF I-25, 7 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE BRIDGE
 EQ0770'AND 4 FEET SOUTHEAST OF A WITNESS POST SET IN A FENCE LINE.
 EQ0770'
 EQ0770'REFERENCE MARK 3 IS A STANDARD DISK STAMPED, ESCONDIDA 2 NO 3
 EQ0770'1973.  IT IS SET IN A DRILL HOLE IN THE TOP OF THE SOUTH END OF
 EQ0770'WHEEL GUARD AT THE EAST SIDE OF THE SOUTH BOUND LANE.
 EQ0770'
 EQ0770'REFERENCE MARK 4 IS A STANDARD DISK STAMPED, ESCONDIDA 2 NO 4
 EQ0770'1973.  IT IS SET IN A DRILL HOLE IN TOP OF THE WEST GUARD RAIL
 EQ0770'ABUTEMENT AT THE SOUTH END OF THE BRIDGE.
 EQ0770'
 EQ0770'TRIANGULATION STATION DINO 1966 WILL SERVE FOR AN AZIMUTH MARK.
 EQ0770'THE STATION IS 1 MILE NORTH ALONG THE EAST SIDE OF I-25.
 EQ0770'THE STATION IS ON THE FIRST HIGH POINT SOUTH OF THE TOP OF THE
 EQ0770'MESA.
 EQ0770'
 EQ0770'TO REACH THE STATION FROM THE POST OFFICE IN SOCORRO, GO NORTH
 EQ0770'ALONG U.S. HIGHWAY 85 AND INTERSTATE HIGHWAY 25 FOR 3.0 MILES
 EQ0770'TO THE ESCONDIDA EXIT.  PASS UNDER THE OVERPASS AND GO SOUTH ALONG
 EQ0770'I-25 FOR ABOUT 0.1 MILE TO THE SOUTH END OF A BRIDGE AND THE
 EQ0770'STATION ON THE RIGHT.
 EQ0770'
 EQ0770'NEAREST TOWN--SOCORRO.
 EQ0770'
 EQ0770'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 EQ0770
 EQ0770                          STATION RECOVERY (2005)
 EQ0770
 EQ0770'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 EQ0770'THE AREA AROUND THE BRIDGE CORNER WAS PAVED OVER WHEN THE HIGHWAY
 EQ0770'SHOULD WAS EXPANDED.  THE STATION IS PRESUMED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1471 ***********************************************************************
 CX1471  DESIGNATION -  ESCONDIDA CHIM ON FRAME HOUSE
 CX1471  PID         -  CX1471
 CX1471  STATE/COUNTY-  NM/OTERO
 CX1471  USGS QUAD   -  TRES HERMANOS SE (1982)
 CX1471
 CX1471                         *CURRENT SURVEY CONTROL
 CX1471  ___________________________________________________________________
 CX1471* NAD 83(1992)-  32 36 01.30750(N)    106 00 38.29743(W)     ADJUSTED  
 CX1471* NAVD 88     -                                                        
 CX1471  ___________________________________________________________________
 CX1471  LAPLACE CORR-           4.76  (seconds)                    DEFLEC99
 CX1471  GEOID HEIGHT-         -22.76  (meters)                     GEOID03
 CX1471
 CX1471  HORZ ORDER  -  THIRD
 CX1471
 CX1471.The horizontal coordinates were established by classical geodetic methods
 CX1471.and adjusted by the National Geodetic Survey in December 1993..
 CX1471
 CX1471
 CX1471.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1471
 CX1471.The geoid height was determined by GEOID03.
 CX1471
 CX1471;                    North         East     Units Scale Factor Converg.
 CX1471;SPC NM C     -   177,461.174   522,467.212   MT  0.99990622   +0 07 44.3
 CX1471;SPC NM C     -   582,220.54  1,714,127.84   sFT  0.99990622   +0 07 44.3
 CX1471;UTM  13      - 3,607,435.245   405,164.995   MT  0.99971090   -0 32 40.4
 CX1471
 CX1471                          SUPERSEDED SURVEY CONTROL
 CX1471
 CX1471  NAD 83(1986)-  32 36 01.31544(N)    106 00 38.29872(W) AD(       ) 4
 CX1471  NAD 27      -  32 36 00.97900(N)    106 00 36.36000(W) AD(       ) 3
 CX1471
 CX1471.Superseded values are not recommended for survey control.
 CX1471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1471.See file dsdata.txt to determine how the superseded data were derived.
 CX1471
 CX1471_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDS0516507435(NAD 83)
 CX1471_MARKER: 85 = CHIMNEY
 CX1471
 CX1471  HISTORY     - Date     Condition        Report By
 CX1471  HISTORY     - 1943     FIRST OBSERVED   CGS
 CX1471
 CX1471                          STATION DESCRIPTION
 CX1471
 CX1471'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0965 ***********************************************************************
 DR0965  DESIGNATION -  ESCONDIDO
 DR0965  PID         -  DR0965
 DR0965  STATE/COUNTY-  NM/LINCOLN
 DR0965  USGS QUAD   -  NELSON CANYON WEST (1989)
 DR0965
 DR0965                         *CURRENT SURVEY CONTROL
 DR0965  ___________________________________________________________________
 DR0965* NAD 83(1992)-  33 28 20.51373(N)    105 14 51.16782(W)     ADJUSTED  
 DR0965* NAVD 88     -      1929.0    (meters)    6329.     (feet)  VERTCON   
 DR0965  ___________________________________________________________________
 DR0965  LAPLACE CORR-          -8.12  (seconds)                    DEFLEC99
 DR0965  GEOID HEIGHT-         -20.92  (meters)                     GEOID03
 DR0965
 DR0965  HORZ ORDER  -  THIRD
 DR0965
 DR0965.The horizontal coordinates were established by classical geodetic methods
 DR0965.and adjusted by the National Geodetic Survey in December 1993..
 DR0965
 DR0965.The NAVD 88 height was computed by applying the VERTCON shift value to
 DR0965.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DR0965
 DR0965.The Laplace correction was computed from DEFLEC99 derived deflections.
 DR0965
 DR0965.The geoid height was determined by GEOID03.
 DR0965
 DR0965;                    North         East     Units Scale Factor Converg.
 DR0965;SPC NM C     -   274,585.241   593,172.665   MT  1.00000699   +0 33 10.5
 DR0965;SPC NM C     -   900,868.41  1,946,100.65   sFT  1.00000699   +0 33 10.5
 DR0965;UTM  13      - 3,703,682.758   476,999.208   MT  0.99960652   -0 08 11.5
 DR0965
 DR0965!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR0965!SPC NM C     -   0.99970053  x   1.00000699  =   0.99970752
 DR0965!UTM  13      -   0.99970053  x   0.99960652  =   0.99930717
 DR0965
 DR0965:                Primary Azimuth Mark                     Grid Az
 DR0965:SPC NM C     -  FEARS                                    098 56 42.8
 DR0965:UTM  13      -  FEARS                                    099 38 04.8
 DR0965
 DR0965|---------------------------------------------------------------------|
 DR0965| PID    Reference Object                     Distance      Geod. Az  |
 DR0965|                                                           dddmmss.s |
 DR0965| DR0964 FEARS                               APPROX. 6.0 KM 0992953.3 |
 DR0965|---------------------------------------------------------------------|
 DR0965
 DR0965                          SUPERSEDED SURVEY CONTROL
 DR0965
 DR0965  NAD 83(1986)-  33 28 20.51853(N)    105 14 51.16616(W) AD(       ) 3
 DR0965  NAD 27      -  33 28 20.19242(N)    105 14 49.22485(W) AD(       ) 3
 DR0965  NGVD 29 (07/19/86) 1928.3    (m)         6326.     (f) VERT ANG       
 DR0965
 DR0965.Superseded values are not recommended for survey control.
 DR0965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0965.See file dsdata.txt to determine how the superseded data were derived.
 DR0965
 DR0965_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDT7699903683(NAD 83)
 DR0965
 DR0965  HISTORY     - Date     Condition        Report By
 DR0965  HISTORY     - 1934     MONUMENTED       USGS
 DR0965  HISTORY     - 1960     GOOD             USGS
 DR0965
 DR0965                          STATION DESCRIPTION
 DR0965
 DR0965'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 DR0965'RECOVERED AND REDESCRIBED AS FOLLOWS
 DR0965'
 DR0965'STATION IS LOCATED ABOUT 7 MI. (AIRLINE) N. OF TINNIE, ON THE
 DR0965'HIGHEST POINT ON THE N. END OF A N-S. RIDGE.
 DR0965'
 DR0965'TO REACH FROM THE POST OFFICE AT TINNIE, GO W. ON U.S. HIGHWAY 70-380
 DR0965'0.5 MI. TO RD. JUNCTION, TURN RIGHT AND GO 7.9 MI. TO RD. ON LEFT,
 DR0965'TURN LEFT ON RANCH RD. 2.1 MI. TO RANCH HOUSE, PASS THROUGH GATE AND
 DR0965'TURN RIGHT 0.05 MI. TO GATE, PASS THROUGH GATE AND GO 1.0 MI. AND END
 DR0965'OF TRUCK TRAVEL, PACK W. ABOUT 1/2 MI. TO HIGHEST POINT AND STATION.
 DR0965'
 DR0965'STATION MARK--STANDARD TABLET, CEMENTED IN BEDROCK, AND STAMPED
 DR0965'---ESCONDIDO D 1934---.
 DR0965'
 DR0965'REFERENCE MARK--STANDARD REFERENCE TABLET, THAT IS NOT STAMPED,
 DR0965'S 34 DEG 09 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0916 ***********************************************************************
 FO0916  DESIGNATION -  ESPANOLA
 FO0916  PID         -  FO0916
 FO0916  STATE/COUNTY-  NM/SANTA FE
 FO0916  USGS QUAD   -  ESPANOLA (1984)
 FO0916
 FO0916                         *CURRENT SURVEY CONTROL
 FO0916  ___________________________________________________________________
 FO0916* NAD 83(1992)-  35 58 40.93613(N)    106 02 42.40144(W)     ADJUSTED  
 FO0916* NAVD 88     -      1762.74   (+/-2cm)    5783.3    (feet)  VERTCON   
 FO0916  ___________________________________________________________________
 FO0916  LAPLACE CORR-           7.24  (seconds)                    DEFLEC99
 FO0916  GEOID HEIGHT-         -18.99  (meters)                     GEOID03
 FO0916
 FO0916  HORZ ORDER  -  SECOND
 FO0916  VERT ORDER  -  THIRD ? (See Below)
 FO0916
 FO0916.The horizontal coordinates were established by classical geodetic methods
 FO0916.and adjusted by the National Geodetic Survey in December 1993..
 FO0916
 FO0916.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO0916.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO0916.The vertical order pertains to the NGVD 29 superseded value.
 FO0916
 FO0916.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO0916
 FO0916.The geoid height was determined by GEOID03.
 FO0916
 FO0916;                    North         East     Units Scale Factor Converg.
 FO0916;SPC NM C     -   552,095.644   518,476.787   MT  0.99990421   +0 07 13.3
 FO0916;SPC NM C     - 1,811,333.79  1,701,035.93   sFT  0.99990421   +0 07 13.3
 FO0916;UTM  13      - 3,982,017.396   405,778.841   MT  0.99970939   -0 36 50.5
 FO0916
 FO0916!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO0916!SPC NM C     -   0.99972639  x   0.99990421  =   0.99963063
 FO0916!UTM  13      -   0.99972639  x   0.99970939  =   0.99943586
 FO0916
 FO0916:                Primary Azimuth Mark                     Grid Az
 FO0916:SPC NM C     -  ESPANOLA EAST RAD MAST                   027 12 21.5
 FO0916:UTM  13      -  ESPANOLA EAST RAD MAST                   027 56 25.3
 FO0916
 FO0916|---------------------------------------------------------------------|
 FO0916| PID    Reference Object                     Distance      Geod. Az  |
 FO0916|                                                           dddmmss.s |
 FO0916| FO0915 ESPANOLA EAST RAD MAST              APPROX. 1.5 KM 0271934.8 |
 FO0916| CD3407 ESPANOLA AZ MK                                     1492244.8 |
 FO0916| FO0914 61 SC                                79.833 METERS 15122     |
 FO0916| CD3408 ESPANOLA RM 1                         8.589 METERS 17038     |
 FO0916| CD3409 ESPANOLA RM 2                         9.325 METERS 22442     |
 FO0916|---------------------------------------------------------------------|
 FO0916
 FO0916                          SUPERSEDED SURVEY CONTROL
 FO0916
 FO0916  NAD 83(1986)-  35 58 40.93959(N)    106 02 42.40649(W) AD(       ) 2
 FO0916  NAD 27      -  35 58 40.85230(N)    106 02 40.32660(W) AD(       ) 2
 FO0916  NGVD 29 (07/19/86) 1761.74   (m)         5780.0    (f) LEVELING    3  
 FO0916
 FO0916.Superseded values are not recommended for survey control.
 FO0916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0916.See file dsdata.txt to determine how the superseded data were derived.
 FO0916
 FO0916_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV0577982017(NAD 83)
 FO0916_MARKER: DS = TRIANGULATION STATION DISK
 FO0916_SETTING: 66 = SET IN ROCK OUTCROP
 FO0916
 FO0916  HISTORY     - Date     Condition        Report By
 FO0916  HISTORY     - 1953     MONUMENTED       CGS
 FO0916
 FO0916                          STATION DESCRIPTION
 FO0916
 FO0916'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (WRH)
 FO0916'THE STATION IS LOCATED AIRLINE ABOUT 2-1/2-MILES EAST-SOUTHEAST
 FO0916'OF ESPANOLA AND ABOUT 7 MILES NORTH-NORTHWEST OF POJOAQUE ON
 FO0916'A SMALL KNOLL ALONG THE NORTHEAST SIDE OF U.S. HIGHWAY 84 AND
 FO0916'285.
 FO0916'
 FO0916'THE STATION IS A STANDARD DISK STAMPED ESPANOLA 1953 SET IN
 FO0916'A DRILL HOLE IN AN OUTCROPPING OF BEDROCK WHICH IS ABOUT FLUSH
 FO0916'WITH THE GROUND.  IT IS ABOUT 125 FEET NORTHEAST OF THE CENTER
 FO0916'LINE OF THE HIGHWAY AND IS ABOUT 125 YARDS NORTH OF A SIGN
 FO0916'TRUCHAS PEAKS WHICH IS LOCATED AT A JUNCTION OF A PAVED SIDE ROAD
 FO0916'WITH U.S. HIGHWAY 84 AND 285.
 FO0916'
 FO0916'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED ESPANOLA
 FO0916'NO 1 1953 SET IN A DRILL HOLE IN AN OUTCROPPING OF BEDROCK
 FO0916'WHICH PROJECTS ABOUT 3 INCHES ABOVE THE GROUND AND IS ABOUT 5
 FO0916'FEET LOWER THAN THE STATION.
 FO0916'
 FO0916'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED ESPANOLA
 FO0916'NO 2 1953 SET IN A DRILL HOLE IN AN OUTCROPPING OF BEDROCK
 FO0916'WHICH PROJECTS ABOUT 3 INCHES ABOVE THE GROUND AND IS ABOUT 5
 FO0916'FEET LOWER THAN THE STATION.
 FO0916'
 FO0916'THE USGS BM IS A STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK DISK
 FO0916'STAMPED 61 SC 1952 SET IN TOP OF A 10-INCH SQUARE CONCRETE
 FO0916'MONUMENT WHICH PROJECTS ABOUT 3 INCHES ABOVE THE GROUND
 FO0916'AND IS ABOUT 25 FEET LOWER THAN THE STATION.  IT IS 92 FEET
 FO0916'NORTH-NORTHEAST OF THE CENTER LINE OF A PAVED SIDE ROAD AND
 FO0916'18 INCHES WEST OF A WHITE WITNESS POST.
 FO0916'
 FO0916'THE AZIMUTH MARK IS A STANDARD DISK STAMPED ESPANOLA 1953
 FO0916'SET IN A DRILL HOLE IN AN OUTCROPPING OF BEDROCK WHICH PROJECTS
 FO0916'ABOUT 2-1/2-FEET ABOVE THE GROUND.  IT IS 4 FEET SOUTHEAST OF A
 FO0916'SMALL CAIRN AND 60 FEET SOUTHWEST OF THE CENTER LINE OF U.S.
 FO0916'HIGHWAY 84 AND 285.
 FO0916'
 FO0916'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 4 AND
 FO0916'U.S. HIGHWAY 84 AND 285 IN POJOAQUE, GO NORTH ON U.S. HIGHWAY
 FO0916'84 AND 285 FOR 6.1 MILES TO A SMALL CAIRN ON THE LEFT, SOUTHWEST,
 FO0916'AND THE AZIMUTH MARK.  CONTINUE NORTHWEST ON THE HIGHWAY
 FO0916'FOR 0.5 MILE TO A SIDE ROAD, RIGHT, AND A SIGN TRUCHAS PEAKS.
 FO0916'CONTINUE NORTHERLY ON A TRACK ROAD FOR 125 YARDS TO THE TOP
 FO0916'OF A SMALL KNOLL AND THE STATION.
 FO0916'
 FO0916'HEIGHT OF LIGHT ABOVE STATION MARK 1.55 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0915 ***********************************************************************
 FO0915  DESIGNATION -  ESPANOLA EAST RAD MAST
 FO0915  PID         -  FO0915
 FO0915  STATE/COUNTY-  NM/SANTA FE
 FO0915  USGS QUAD   -  ESPANOLA (1984)
 FO0915
 FO0915                         *CURRENT SURVEY CONTROL
 FO0915  ___________________________________________________________________
 FO0915* NAD 83(1992)-  35 59 25.30343(N)    106 02 14.19133(W)     ADJUSTED  
 FO0915* NAVD 88     -                                                        
 FO0915  ___________________________________________________________________
 FO0915  LAPLACE CORR-           7.71  (seconds)                    DEFLEC99
 FO0915  GEOID HEIGHT-         -18.95  (meters)                     GEOID03
 FO0915
 FO0915  HORZ ORDER  -  THIRD
 FO0915
 FO0915.The horizontal coordinates were established by classical geodetic methods
 FO0915.and adjusted by the National Geodetic Survey in December 1993..
 FO0915
 FO0915
 FO0915.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO0915
 FO0915.The geoid height was determined by GEOID03.
 FO0915
 FO0915;                    North         East     Units Scale Factor Converg.
 FO0915;SPC NM C     -   553,464.506   519,180.466   MT  0.99990453   +0 07 30.0
 FO0915;SPC NM C     - 1,815,824.80  1,703,344.58   sFT  0.99990453   +0 07 30.0
 FO0915;UTM  13      - 3,983,376.859   406,499.869   MT  0.99970772   -0 36 34.6
 FO0915
 FO0915                          SUPERSEDED SURVEY CONTROL
 FO0915
 FO0915  NAD 83(1986)-  35 59 25.30729(N)    106 02 14.19931(W) AD(       ) 4
 FO0915  NAD 27      -  35 59 25.22300(N)    106 02 12.11900(W) AD(       ) 3
 FO0915
 FO0915.Superseded values are not recommended for survey control.
 FO0915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0915.See file dsdata.txt to determine how the superseded data were derived.
 FO0915
 FO0915_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV0650083377(NAD 83)
 FO0915_MARKER: 42 = RADIO/TV MAST
 FO0915
 FO0915  HISTORY     - Date     Condition        Report By
 FO0915  HISTORY     - 1953     FIRST OBSERVED   CGS
 FO0915
 FO0915                          STATION DESCRIPTION
 FO0915
 FO0915'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0546 ***********************************************************************
 EP0546  DESIGNATION -  ESPIA
 EP0546  PID         -  EP0546
 EP0546  STATE/COUNTY-  NM/DE BACA
 EP0546  USGS QUAD   -  LA ESPIA PEAK (1982)
 EP0546
 EP0546                         *CURRENT SURVEY CONTROL
 EP0546  ___________________________________________________________________
 EP0546* NAD 83(1992)-  34 01 41.19139(N)    104 16 32.37279(W)     ADJUSTED  
 EP0546* NAVD 88     -      1234.4    (meters)    4050.     (feet)  VERTCON   
 EP0546  ___________________________________________________________________
 EP0546  LAPLACE CORR-           0.21  (seconds)                    DEFLEC99
 EP0546  GEOID HEIGHT-         -23.60  (meters)                     GEOID03
 EP0546
 EP0546  HORZ ORDER  -  SECOND
 EP0546
 EP0546.The horizontal coordinates were established by classical geodetic methods
 EP0546.and adjusted by the National Geodetic Survey in December 1993..
 EP0546
 EP0546.The NAVD 88 height was computed by applying the VERTCON shift value to
 EP0546.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EP0546
 EP0546.The Laplace correction was computed from DEFLEC99 derived deflections.
 EP0546
 EP0546.The geoid height was determined by GEOID03.
 EP0546
 EP0546;                    North         East     Units Scale Factor Converg.
 EP0546;SPC NM E     -   335,775.984   170,325.981   MT  0.99990944   +0 01 56.2
 EP0546;SPC NM E     - 1,101,625.04    558,811.16   sFT  0.99990944   +0 01 56.2
 EP0546;UTM  13      - 3,765,509.168   566,869.942   MT  0.99965512   +0 24 19.3
 EP0546
 EP0546!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EP0546!SPC NM E     -   0.99980996  x   0.99990944  =   0.99971942
 EP0546!UTM  13      -   0.99980996  x   0.99965512  =   0.99946515
 EP0546
 EP0546:                Primary Azimuth Mark                     Grid Az
 EP0546:SPC NM E     -  URTON                                    015 20 19.0
 EP0546:UTM  13      -  URTON                                    014 57 55.9
 EP0546
 EP0546|---------------------------------------------------------------------|
 EP0546| PID    Reference Object                     Distance      Geod. Az  |
 EP0546|                                                           dddmmss.s |
 EP0546| EP0544 URTON                               APPROX.13.5 KM 0152215.2 |
 EP0546| CJ6303 ESPIA RM 2                            8.061 METERS 16623     |
 EP0546| CJ6302 ESPIA RM 1                           18.689 METERS 28308     |
 EP0546|---------------------------------------------------------------------|
 EP0546
 EP0546                          SUPERSEDED SURVEY CONTROL
 EP0546
 EP0546  NAD 83(1986)-  34 01 41.19813(N)    104 16 32.36950(W) AD(       ) 2
 EP0546  NAD 27      -  34 01 40.90663(N)    104 16 30.47260(W) AD(       ) 2
 EP0546  NGVD 29 (07/19/86) 1233.8    (m)         4048.     (f) VERT ANG       
 EP0546
 EP0546.Superseded values are not recommended for survey control.
 EP0546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EP0546.See file dsdata.txt to determine how the superseded data were derived.
 EP0546
 EP0546_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SET6687065509(NAD 83)
 EP0546_MARKER: DD = SURVEY DISK
 EP0546_SETTING: 66 = SET IN ROCK OUTCROP
 EP0546
 EP0546  HISTORY     - Date     Condition        Report By
 EP0546  HISTORY     - 1967     MONUMENTED       USGS
 EP0546
 EP0546                          STATION DESCRIPTION
 EP0546
 EP0546'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (JTD)
 EP0546'THE STATION IS LOCATED S 2 DEG W., ABOUT 30 MI. (AIRLINE)
 EP0546'FROM FORT SUMNER, NEW MEXICO, S 28 DEG W, ABOUT 32 MI. (AIRLINE)
 EP0546'FROM TAIBAN, NEW MEXICO, ON LAND OWNED BY THE SEA CATTLE COMPANY,
 EP0546'ON THE E END OF A PROMINENT HILL CALLED LA ESPIA PEAK, 14 FT.
 EP0546'N OF A CAIRN.  THE STATION SITE CAN BE LOCATED FROM THE FT.
 EP0546'SUMNER (NI 13-5) 1--250,000 SERIES MAP.
 EP0546'
 EP0546'STATION MARK--A USGS BRONZE TABLET SET IN A ROCK OUTCROP, FLUSH
 EP0546'WITH THE GROUND AND STAMPED ESPIA ET 1967.
 EP0546'
 EP0546'REFERENCE MARK NO. 1--A USGS BRONZE R.M. TABLET SET IN A ROCK
 EP0546'OUTCROP, FLUSH WITH THE GROUND AND STAMPED ESPIA ET NO. 1 1967.
 EP0546'
 EP0546'REFERENCE MARK NO. 2--A USGS BRONZE R.M. TABLET SET IN A ROCK
 EP0546'LEDGE AND STAMPED ESPIA ET NO. 2 1967.
 EP0546'
 EP0546'STATION URTON 1922 IS VISIBLE FROM THE GROUND AT THIS STATION
 EP0546'AND WILL SERVE AS THE AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0682 ***********************************************************************
 EQ0682  DESIGNATION -  ESTANCIA
 EQ0682  PID         -  EQ0682
 EQ0682  STATE/COUNTY-  NM/TORRANCE
 EQ0682  USGS QUAD   -  ESTANCIA (1986)
 EQ0682
 EQ0682                         *CURRENT SURVEY CONTROL
 EQ0682  ___________________________________________________________________
 EQ0682* NAD 83(1992)-  34 45 20.05617(N)    106 00 17.00104(W)     ADJUSTED  
 EQ0682* NAVD 88     -      1868.7    (meters)    6131.     (feet)  VERTCON   
 EQ0682  ___________________________________________________________________
 EQ0682  LAPLACE CORR-          -0.12  (seconds)                    DEFLEC99
 EQ0682  GEOID HEIGHT-         -19.84  (meters)                     GEOID03
 EQ0682
 EQ0682  HORZ ORDER  -  SECOND
 EQ0682
 EQ0682.The horizontal coordinates were established by classical geodetic methods
 EQ0682.and adjusted by the National Geodetic Survey in December 1993..
 EQ0682
 EQ0682.The NAVD 88 height was computed by applying the VERTCON shift value to
 EQ0682.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EQ0682
 EQ0682.The Laplace correction was computed from DEFLEC99 derived deflections.
 EQ0682
 EQ0682.The geoid height was determined by GEOID03.
 EQ0682
 EQ0682;                    North         East     Units Scale Factor Converg.
 EQ0682;SPC NM C     -   416,487.799   522,455.091   MT  0.99990621   +0 08 23.4
 EQ0682;SPC NM C     - 1,366,427.05  1,714,088.08   sFT  0.99990621   +0 08 23.4
 EQ0682;UTM  13      - 3,846,397.038   408,043.945   MT  0.99970422   -0 34 22.1
 EQ0682
 EQ0682!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EQ0682!SPC NM C     -   0.99970987  x   0.99990621  =   0.99961611
 EQ0682!UTM  13      -   0.99970987  x   0.99970422  =   0.99941418
 EQ0682
 EQ0682:                Primary Azimuth Mark                     Grid Az
 EQ0682:SPC NM C     -  LEDGE                                    083 14 54.4
 EQ0682:UTM  13      -  LEDGE                                    083 57 39.9
 EQ0682
 EQ0682|---------------------------------------------------------------------|
 EQ0682| PID    Reference Object                     Distance      Geod. Az  |
 EQ0682|                                                           dddmmss.s |
 EQ0682| EP0639 LEDGE                               APPROX.12.3 KM 0832317.8 |
 EQ0682| CD2857 ESTANCIA RM 1                         8.986 METERS 23750     |
 EQ0682| CD2858 ESTANCIA RM 2                         9.174 METERS 33727     |
 EQ0682|---------------------------------------------------------------------|
 EQ0682
 EQ0682                          SUPERSEDED SURVEY CONTROL
 EQ0682
 EQ0682  NAD 83(1986)-  34 45 20.06420(N)    106 00 17.00197(W) AD(       ) 2
 EQ0682  NAD 27      -  34 45 19.84321(N)    106 00 14.94395(W) AD(       ) 2
 EQ0682  NGVD 29 (07/19/86) 1867.8    (m)         6128.     (f) VERT ANG       
 EQ0682
 EQ0682.Superseded values are not recommended for survey control.
 EQ0682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0682.See file dsdata.txt to determine how the superseded data were derived.
 EQ0682
 EQ0682_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDU0804446397(NAD 83)
 EQ0682_MARKER: DD = SURVEY DISK
 EQ0682_SETTING: 0 = UNSPECIFIED SETTING
 EQ0682
 EQ0682  HISTORY     - Date     Condition        Report By
 EQ0682  HISTORY     - 1953     MONUMENTED       USGS
 EQ0682  HISTORY     - 1972     GOOD             NGS
 EQ0682
 EQ0682                          STATION DESCRIPTION
 EQ0682
 EQ0682'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 EQ0682'STATION IS LOCATED S. 86 DEGREES, E. ABOUT 3 MI. (AIRLINE) FROM
 EQ0682'ESTANCIA, NEW MEXICO, ON HIGHEST POINT OF A SAND DUNE, ON E. SIDE OF
 EQ0682'A SMALL DRY LAKE, AND IN SW. PORTION OF SEC. 9, T 6 N, R 9 E, ON LAND
 EQ0682'OWNED BY MR. HULING MEANS.
 EQ0682'
 EQ0682'TO REACH STATION FROM ESTANCIA, GO 0.7 MI. N. ON STATE HIGHWAY 41 TO
 EQ0682'GRADED CROSSROADS, TURN RIGHT AND GO 2.6 MI. E. ON GRADED RD. TO WIRE
 EQ0682'GATE RIGHT, ON E. SIDE OF FENCE S., TURN RIGHT AND GO 0.75 MI. S. ON
 EQ0682'TRACK RD. ALONG E. SIDE OF FENCE, THENCE 0.5 MI. E. AND S. AROUND E.
 EQ0682'SIDE OF SAND DUNE TO STATION SITE, 6 FT. S. OF USGS WITNESS SIGN
 EQ0682'MOUNTED ON METAL POST.
 EQ0682'
 EQ0682'STATION MARK--STANDARD ALUMINUM TABLET, SET IN A CONCRETE POST,
 EQ0682'PROJECTING 1 FT., AND STAMPED ---ESTANCIA 1953-VABM 6129-ET 1972---.
 EQ0682'
 EQ0682'REFERENCE MARK NO. 1--STANDARD USGS BRASS TABLET, SOLDERED TO COPPER
 EQ0682'COATED STEEL ROD, DRIVEN 15 FT., CENTERED IN GRAVEL FILLED PLASTIC
 EQ0682'TILE, 6 IN. IN DIAMETER AND 1 FT. LONG, SET FLUSH WITH GROUND, AND
 EQ0682'STAMPED ---ESTANCIA 1953-ET NO. 1 1972---.
 EQ0682'
 EQ0682'REFERENCE MARK NO. 2--STANDARD USGS BRASS TABLET, SOLDERED TO COPPER
 EQ0682'COATED STEEL ROD, DRIVEN 15 FT., CENTERED IN GRAVEL FILLED PLASTIC
 EQ0682'TILE, 6 IN. IN DIAMETER AND 1 FT. LONG, SET FLUSH WITH GROUND, AND
 EQ0682'STAMPED ---ESTANCIA 1953-ET NO. 2 1972---.
 EQ0682
 EQ0682                          STATION RECOVERY (1972)
 EQ0682
 EQ0682'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (FJG)
 EQ0682'THE STATION IS LOCATED SOUTH 86 DEGREES EAST ABOUT 3 MILES AIRLINE
 EQ0682'FROM ESTANCIA, NEW MEXICO, ON HIGHEST POINT OF A SAND DUNE ON
 EQ0682'EAST SIDE OF A SMALL DRY LAKE IN SOUTHWEST PORTION OF SECTION 9,
 EQ0682'TOWNSHIP 6 NORTH, RANGE 9 EAST, ON LAND OWNED BY MR. HULING MEANS.
 EQ0682'
 EQ0682'TO REACH FROM ESTANCIA, GO 0.7 MILE NORTH ON STATE HIGHWAY 41
 EQ0682'TO GRADED CROSSROADS, TURN RIGHT AND GO 2.6 MILES EAST ON GRADED
 EQ0682'ROAD TO WIRE GATE RIGHT, ON EAST SIDE OF FENCE SOUTH, TURN RIGHT
 EQ0682'AND GO 0.75 MILE SOUTH ON TRACK ROAD ALONG EAST SIDE OF FENCE,
 EQ0682'THENCE 0.5 MILE EAST AND SOUTH AROUND EAST SIDE OF SAND DUNE TO
 EQ0682'STATION SITE 6 FEET SOUTH OF USGS WITNESS SIGN MOUNTED ON METAL
 EQ0682'POST.
 EQ0682'
 EQ0682'THE STATION MARK IS A USGS ALUMINUM TABLET SET IN A CONCRETE
 EQ0682'POST PROJECTING 1 FOOT AND IS STAMPED ESTANCIA 1953-VABM 6129-ET
 EQ0682'1972.
 EQ0682'
 EQ0682'THE REFERENCE MARKS ARE USGS BRASS TABLETS SOLDERED TO COPPER
 EQ0682'COATED STEEL ROD DRIVEN 15 FEET, CENTERED IN GRAVEL FILLED PLASTIC
 EQ0682'TILE, 6 INCHES IN DIAMETER AND 1 FOOT LONG, SET FLUSH WITH GROUND.
 EQ0682'
 EQ0682'REFERENCE MARK NO. 1--TABLET STAMPED ESTANCIA 1953-ET NO. 1 1972.
 EQ0682'
 EQ0682'REFERENCE MARK NO. 2--TABLET STAMPED ESTANCIA 1953-ET NO. 2 1972.
 EQ0682'
 EQ0682'STATION LEDGE 1934 ET 1972 IS VISIBLE FROM THE GROUND TO SERVE
 EQ0682'AS AZIMUTH MARK.
 EQ0682'
 EQ0682'ALL OBSERVATIONS MADE FROM A STANDARD TRIPOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0689 ***********************************************************************
 EQ0689  DESIGNATION -  ESTANCIA CEM WM
 EQ0689  PID         -  EQ0689
 EQ0689  STATE/COUNTY-  NM/TORRANCE
 EQ0689  USGS QUAD   -  MOUNTAINAIR NE (1986)
 EQ0689
 EQ0689                         *CURRENT SURVEY CONTROL
 EQ0689  ___________________________________________________________________
 EQ0689* NAD 83(1992)-  34 44 28.32114(N)    106 04 51.34883(W)     ADJUSTED  
 EQ0689* NAVD 88     -      1872.     (meters)    6142.     (feet)  SCALED    
 EQ0689  ___________________________________________________________________
 EQ0689  LAPLACE CORR-          -0.74  (seconds)                    DEFLEC99
 EQ0689  GEOID HEIGHT-         -19.80  (meters)                     GEOID03
 EQ0689
 EQ0689  HORZ ORDER  -  THIRD
 EQ0689
 EQ0689.The horizontal coordinates were established by classical geodetic methods
 EQ0689.and adjusted by the National Geodetic Survey in December 1993..
 EQ0689
 EQ0689.The orthometric height was scaled from a topographic map.
 EQ0689
 EQ0689.The Laplace correction was computed from DEFLEC99 derived deflections.
 EQ0689
 EQ0689.The geoid height was determined by GEOID03.
 EQ0689
 EQ0689;                    North         East     Units Scale Factor Converg.
 EQ0689;SPC NM C     -   414,879.331   515,480.966   MT  0.99990295   +0 05 46.9
 EQ0689;SPC NM C     - 1,361,149.94  1,691,207.14   sFT  0.99990295   +0 05 46.9
 EQ0689;UTM  13      - 3,844,875.713   401,051.702   MT  0.99972067   -0 36 57.7
 EQ0689
 EQ0689!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EQ0689!SPC NM C     -   0.99970937  x   0.99990295  =   0.99961234
 EQ0689!UTM  13      -   0.99970937  x   0.99972067  =   0.99943012
 EQ0689
 EQ0689                          SUPERSEDED SURVEY CONTROL
 EQ0689
 EQ0689  NAD 83(1986)-  34 44 28.32885(N)    106 04 51.35013(W) AD(       ) 3
 EQ0689  NAD 27      -  34 44 28.10842(N)    106 04 49.29025(W) AD(       ) 3
 EQ0689
 EQ0689.Superseded values are not recommended for survey control.
 EQ0689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0689.See file dsdata.txt to determine how the superseded data were derived.
 EQ0689
 EQ0689_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDU0105244876(NAD 83)
 EQ0689_MARKER: 66 = WINDMILL
 EQ0689
 EQ0689  HISTORY     - Date     Condition        Report By
 EQ0689  HISTORY     - 1954     FIRST OBSERVED   USGS
 EQ0689
 EQ0689                          STATION DESCRIPTION
 EQ0689
 EQ0689'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 EQ0689'STATION IS LOCATED 2 MI. (AIRLINE) SW. OF ESTANCIA, NEW MEXICO, AND
 EQ0689'IN THE SE. PART OF SEC. 15, T 6 N, R 8 E, IN THE ESTANCIA CEMETERY.
 EQ0689'
 EQ0689'STATION MARK--A WOODEN WINDMILL, PAINTED WHITE.
 EQ0689'
 EQ0689'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0686 ***********************************************************************
 EQ0686  DESIGNATION -  ESTANCIA WT
 EQ0686  PID         -  EQ0686
 EQ0686  STATE/COUNTY-  NM/TORRANCE
 EQ0686  USGS QUAD   -  ESTANCIA (1986)
 EQ0686
 EQ0686                         *CURRENT SURVEY CONTROL
 EQ0686  ___________________________________________________________________
 EQ0686* NAD 83(1992)-  34 45 40.20537(N)    106 03 47.70829(W)     ADJUSTED  
 EQ0686* NAVD 88     -      1876.     (meters)    6155.     (feet)  SCALED    
 EQ0686  ___________________________________________________________________
 EQ0686  LAPLACE CORR-          -0.68  (seconds)                    DEFLEC99
 EQ0686  GEOID HEIGHT-         -19.82  (meters)                     GEOID03
 EQ0686
 EQ0686  HORZ ORDER  -  THIRD
 EQ0686
 EQ0686.The horizontal coordinates were established by classical geodetic methods
 EQ0686.and adjusted by the National Geodetic Survey in December 1993..
 EQ0686
 EQ0686.The orthometric height was scaled from a topographic map.
 EQ0686
 EQ0686.The Laplace correction was computed from DEFLEC99 derived deflections.
 EQ0686
 EQ0686.The geoid height was determined by GEOID03.
 EQ0686
 EQ0686;                    North         East     Units Scale Factor Converg.
 EQ0686;SPC NM C     -   417,097.131   517,095.542   MT  0.99990360   +0 06 23.3
 EQ0686;SPC NM C     - 1,368,426.17  1,696,504.29   sFT  0.99990360   +0 06 23.3
 EQ0686;UTM  13      - 3,847,072.856   402,693.431   MT  0.99971670   -0 36 22.6
 EQ0686
 EQ0686!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EQ0686!SPC NM C     -   0.99970874  x   0.99990360  =   0.99961237
 EQ0686!UTM  13      -   0.99970874  x   0.99971670  =   0.99942552
 EQ0686
 EQ0686                          SUPERSEDED SURVEY CONTROL
 EQ0686
 EQ0686  NAD 83(1986)-  34 45 40.21325(N)    106 03 47.71024(W) AD(       ) 3
 EQ0686  NAD 27      -  34 45 39.99544(N)    106 03 45.65098(W) AD(       ) 3
 EQ0686
 EQ0686.Superseded values are not recommended for survey control.
 EQ0686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0686.See file dsdata.txt to determine how the superseded data were derived.
 EQ0686
 EQ0686_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDU0269347073(NAD 83)
 EQ0686_MARKER: 54 = WATER TOWER
 EQ0686_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EQ0686+SATELLITE: SATELLITE OBSERVATIONS - May 25, 2005
 EQ0686
 EQ0686  HISTORY     - Date     Condition        Report By
 EQ0686  HISTORY     - 1954     FIRST OBSERVED   USGS
 EQ0686  HISTORY     - 20050525 GOOD             USPSQD
 EQ0686
 EQ0686                          STATION DESCRIPTION
 EQ0686
 EQ0686'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 EQ0686'STATION IS LOCATED IN THE NW. PART OF ESTANCIA, NEW MEXICO, 3-1/4
 EQ0686'BLOCKS N. AND 5 BLOCKS W. OF THE POST OFFICE.  INTERSECTED FROM
 EQ0686'STATIONS KNOLL, S.T. 7, HIBNER, AND ESTANCIA.
 EQ0686'
 EQ0686'STATION MARK--A SILVER COLORED WATER TOWER.
 EQ0686'
 EQ0686'REFERENCE MARKS--NONE.
 EQ0686
 EQ0686                          STATION RECOVERY (2005)
 EQ0686
 EQ0686'RECOVERY NOTE BY US POWER SQUADRON 2005 (RPJ)
 EQ0686'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0744 ***********************************************************************
 EQ0744  DESIGNATION -  EUREKA
 EQ0744  PID         -  EQ0744
 EQ0744  STATE/COUNTY-  NM/SOCORRO
 EQ0744  USGS QUAD   -  SIERRA DE LA CRUZ (1972)
 EQ0744
 EQ0744                         *CURRENT SURVEY CONTROL
 EQ0744  ___________________________________________________________________
 EQ0744* NAD 83(1992)-  34 14 49.46045(N)    106 43 56.87822(W)     ADJUSTED  
 EQ0744* NAVD 88     -      1708.     (meters)    5604.     (feet)  SCALED    
 EQ0744  ___________________________________________________________________
 EQ0744  LAPLACE CORR-           5.32  (seconds)                    DEFLEC99
 EQ0744  GEOID HEIGHT-         -21.49  (meters)                     GEOID03
 EQ0744
 EQ0744  HORZ ORDER  -  FIRST
 EQ0744
 EQ0744.The horizontal coordinates were established by classical geodetic methods
 EQ0744.and adjusted by the National Geodetic Survey in December 1993..
 EQ0744
 EQ0744.The orthometric height was scaled from a topographic map.
 EQ0744
 EQ0744.The Laplace correction was computed from DEFLEC99 derived deflections.
 EQ0744
 EQ0744.The geoid height was determined by GEOID03.
 EQ0744
 EQ0744;                    North         East     Units Scale Factor Converg.
 EQ0744;SPC NM C     -   360,162.811   455,561.178   MT  0.99992433   -0 16 17.5
 EQ0744;SPC NM C     - 1,181,634.16  1,494,620.30   sFT  0.99992433   -0 16 17.5
 EQ0744;UTM  13      - 3,790,909.013   340,466.212   MT  0.99991373   -0 58 30.6
 EQ0744
 EQ0744!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EQ0744!SPC NM C     -   0.99973536  x   0.99992433  =   0.99965971
 EQ0744!UTM  13      -   0.99973536  x   0.99991373  =   0.99964911
 EQ0744
 EQ0744|---------------------------------------------------------------------|
 EQ0744| PID    Reference Object                     Distance      Geod. Az  |
 EQ0744|                                                           dddmmss.s |
 EQ0744| CD2860 EUREKA RM 1                           4.868 METERS 12134     |
 EQ0744| CD2861 EUREKA RM 2                           7.842 METERS 19248     |
 EQ0744| EQ0747 EL PASO PUEBLO AWY BCN 17           APPROX. 5.9 KM 2120904.0 |
 EQ0744| CD2859 EUREKA AZ MK                                       3184317.4 |
 EQ0744|---------------------------------------------------------------------|
 EQ0744
 EQ0744                          SUPERSEDED SURVEY CONTROL
 EQ0744
 EQ0744  NAD 83(1986)-  34 14 49.46577(N)    106 43 56.87923(W) AD(       ) 1
 EQ0744  NAD 27      -  34 14 49.21300(N)    106 43 54.80300(W) AD(       ) 1
 EQ0744
 EQ0744.Superseded values are not recommended for survey control.
 EQ0744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0744.See file dsdata.txt to determine how the superseded data were derived.
 EQ0744
 EQ0744_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT4046690909(NAD 83)
 EQ0744_MARKER: DS = TRIANGULATION STATION DISK
 EQ0744_SETTING: 66 = SET IN ROCK OUTCROP
 EQ0744
 EQ0744  HISTORY     - Date     Condition        Report By
 EQ0744  HISTORY     - 1954     MONUMENTED       CGS
 EQ0744
 EQ0744                          STATION DESCRIPTION
 EQ0744
 EQ0744'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (WRH)
 EQ0744'THE STATION IS LOCATED, AIRLINE, ABOUT 28 MILES SOUTH SOUTHEAST
 EQ0744'OF BELEN, 16 MILES NORTH NORTHEAST OF SOCORRO, 13 MILES
 EQ0744'SOUTH SOUTHEAST OF BERNADO, 8 MILES EAST OF THE RIO GRANDE
 EQ0744'RIVER AND IT IS ON THE WEST END OF A GROUP OF HILLS.
 EQ0744'
 EQ0744'THE STATION MARK IS A STANDARD DISK STAMPED EUREKA 1954 SET
 EQ0744'IN A DRILL HOLE IN AN OUTCROPPING OF BEDROCK THAT PROJECTS 3
 EQ0744'INCHES ABOVE THE GROUND.  THE MARK IS 18.0 FEET WEST OF THE
 EQ0744'EXTREME EAST EDGE OF THE HILL.
 EQ0744'
 EQ0744'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED EUREKA
 EQ0744'NO 1 1954 SET IN A DRILL HOLE IN A BOULDER THAT IS 2 FEET
 EQ0744'IN DIAMETER AND PROJECTS 3 FEET ABOVE THE GROUND.  THE MARK
 EQ0744'IS 6.0 FEET WEST OF THE EXTREME EAST EDGE OF THE HILL AND IT
 EQ0744'IS ABOUT 2 FEET HIGHER THAN THE STATION.
 EQ0744'
 EQ0744'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED EUREKA
 EQ0744'NO 2 1954 SET IN A DRILL HOLE IN AN OUTCROPPING OF BEDROCK
 EQ0744'THAT PROJECTS 3 FEET ABOVE THE GROUND.  THE MARK IS 16.0 FEET
 EQ0744'WEST OF THE EXTREME EAST EDGE OF THE HILL AND IT IS ABOUT 2
 EQ0744'FEET HIGHER THAN THE STATION.
 EQ0744'
 EQ0744'THE AZIMUTH MARK IS A STANDARD DISK STAMPED EUREKA 1954 SET IN
 EQ0744'A DRILL HOLE IN AN OUTCROPPING OF BEDROCK THAT PROJECTS
 EQ0744'3 FEET ABOVE THE GROUND.  THE MARK IS ABOUT 100 YARDS SOUTH
 EQ0744'OF A DRY CREEK BED AND EARTH DAM, 100 FEET NORTH OF THE HIGHEST
 EQ0744'PART OF A RIDGE AND ON THE EXTREME EAST EDGE OF THE RIDGE.
 EQ0744'IT IS ABOUT 30 FEET LOWER THAN THE HIGHEST PART OF THE RIDGE.
 EQ0744'
 EQ0744'TO REACH THE STATION FROM THE SCHOOL HOUSE AT THE NORTH END OF
 EQ0744'THE SMALL VILLAGE OF LA JOYA GO NORTH ON PAVED ROAD FOR 0.1
 EQ0744'MILE TO A SIDE ROAD RIGHT AT A FENCE CORNER.  TURN RIGHT ON A
 EQ0744'TRACK ROAD AND GO SOUTHEAST FOR 8.6 MILES PASSING THROUGH
 EQ0744'FIVE WIRE GATES TO A T ROAD.  TURN RIGHT AND GO SOUTH FOR
 EQ0744'0.25 MILE TO FORKS.  TAKE THE LEFT FORK AND GO NORTHEAST FOR
 EQ0744'0.25 MILE TO CROSSROADS AT A PIPE LINE.  CONTINUE STRAIGHT
 EQ0744'AHEAD ON THE MAIN ROAD FOR 1.0 MILE TO A WIRE GATE AND A
 EQ0744'FENCE CORNER ABOUT 100 FEET TO THE LEFT.  PASS THROUGH THE
 EQ0744'GATE AND TURN LEFT EASTERLY OFF OF THE MAIN ROAD AND FOLLOW
 EQ0744'ALONG THE SOUTH SIDE OF A DRY CREEK BED FOR 0.25 MILE TO A
 EQ0744'EARTH DAM AND THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 EQ0744'FROM THE AZIMUTH MARK TURN LEFT OVER THE EARTH DAM FOR 0.05
 EQ0744'MILE THEN TURN RIGHT AND GO SOUTHEAST ALONG THE NORTH SIDE
 EQ0744'OF THE DRY CREEK BED FOR 0.15 MILE TO WHERE A DEEP WASH
 EQ0744'COMES IN FROM THE LEFT AND THE END OF TRUCK TRAVEL.  FROM
 EQ0744'THE END OF TRUCK TRAVEL PACK NORTHEAST AND EAST STAYING ON
 EQ0744'THE HIGHEST PART OF A RIDGE TO THE EXTREME EAST EDGE OF
 EQ0744'THE HILL.  TURN RIGHT, SOUTH, AND PACK ALONG THE EAST EDGE
 EQ0744'OF THE HILL TO THE SOUTH END OF THE HILL AT THE STATION AS
 EQ0744'DESCRIBED.
 EQ0744'
 EQ0744'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0648 ***********************************************************************
 GN0648  DESIGNATION -  EUREKA
 GN0648  PID         -  GN0648
 GN0648  STATE/COUNTY-  NM/SAN JUAN
 GN0648  USGS QUAD   -  ANASTACIO SPRING (1985)
 GN0648
 GN0648                         *CURRENT SURVEY CONTROL
 GN0648  ___________________________________________________________________
 GN0648* NAD 83(1992)-  36 54 38.09252(N)    107 39 53.98416(W)     ADJUSTED  
 GN0648* NAVD 88     -      2074.5    (meters)    6806.     (feet)  VERTCON   
 GN0648  ___________________________________________________________________
 GN0648  LAPLACE CORR-           2.58  (seconds)                    DEFLEC99
 GN0648  GEOID HEIGHT-         -20.36  (meters)                     GEOID03
 GN0648
 GN0648  HORZ ORDER  -  THIRD
 GN0648
 GN0648.The horizontal coordinates were established by classical geodetic methods
 GN0648.and adjusted by the National Geodetic Survey in December 1993..
 GN0648
 GN0648.The NAVD 88 height was computed by applying the VERTCON shift value to
 GN0648.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GN0648
 GN0648.The Laplace correction was computed from DEFLEC99 derived deflections.
 GN0648
 GN0648.The geoid height was determined by GEOID03.
 GN0648
 GN0648;                    North         East     Units Scale Factor Converg.
 GN0648;SPC NM W     -   655,571.844   845,000.307   MT  0.99991944   +0 06 04.0
 GN0648;SPC NM W     - 2,150,821.96  2,772,305.17   sFT  0.99991944   +0 06 04.0
 GN0648;UTM  13      - 4,088,270.406   262,577.725   MT  1.00029449   -1 36 04.5
 GN0648
 GN0648!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GN0648!SPC NM W     -   0.99967774  x   0.99991944  =   0.99959721
 GN0648!UTM  13      -   0.99967774  x   1.00029449  =   0.99997214
 GN0648
 GN0648:                Primary Azimuth Mark                     Grid Az
 GN0648:SPC NM W     -  TIMBERED CONE                            284 21 18.5
 GN0648:UTM  13      -  TIMBERED CONE                            286 03 27.0
 GN0648
 GN0648|---------------------------------------------------------------------|
 GN0648| PID    Reference Object                     Distance      Geod. Az  |
 GN0648|                                                           dddmmss.s |
 GN0648| GN0669 TIMBERED CONE                       APPROX.13.9 KM 2842722.5 |
 GN0648|---------------------------------------------------------------------|
 GN0648
 GN0648                          SUPERSEDED SURVEY CONTROL
 GN0648
 GN0648  NAD 83(1992)-  36 54 38.08897(N)    107 39 53.98561(W) AD(       ) 3
 GN0648  NAD 83(1986)-  36 54 38.08861(N)    107 39 53.99087(W) AD(       ) 3
 GN0648  NAD 27      -  36 54 38.07640(N)    107 39 51.79118(W) AD(       ) 3
 GN0648  NGVD 29 (07/19/86) 2073.3    (m)         6802.     (f) VERT ANG       
 GN0648
 GN0648.Superseded values are not recommended for survey control.
 GN0648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0648.See file dsdata.txt to determine how the superseded data were derived.
 GN0648
 GN0648_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBA6257888270(NAD 83)
 GN0648_MARKER: DD = SURVEY DISK
 GN0648_SETTING: 66 = SET IN ROCK OUTCROP
 GN0648_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 GN0648_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GN0648+STABILITY: POSITION/ELEVATION WELL
 GN0648
 GN0648  HISTORY     - Date     Condition        Report By
 GN0648  HISTORY     - 1956     MONUMENTED       USGS
 GN0648
 GN0648                          STATION DESCRIPTION
 GN0648
 GN0648'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 GN0648'STATION IS LOCATED ABOUT 18-1/2 MI. E. OF AND 6-1/2 MI. N. OF AZTEC,
 GN0648'ABOUT 3 MI. E. OF THE JUNCTION OF PUMP AND JAQUEZ CANYONS AND ABOUT 3
 GN0648'MI. W. OF THE PINES RIVER, AT THE W. END OF A SPUR RIDGE OF THE MAIN
 GN0648'DIVIDE BETWEEN PUMP CANYON AND THE PINES RIVER, ON THE EXTREME W.
 GN0648'POINT OF RIMROCK OF RIDGE.
 GN0648'
 GN0648'TO REACH STATION FROM BLANCO POST OFFICE, DRIVE E. ALONG STATE HIGHWAY
 GN0648'17, 0.1 MI. TO T-RD. N., TURN LEFT AND PROCEED ALONG MAIN TRAVELED RD.
 GN0648'WHICH FOLLOWS ALONG N. SIDE OF SAN JUAN RIVER, 8.6 MI. TO Y-RD., 0.8
 GN0648'MI. NE. OF POINT WHERE RD. CROSSES PUMP CANYON, TAKE LEFT FORK N.
 GN0648'ALONG PUMP CANYON 2.1 MI. TO CROSSROAD, TURN RIGHT ON RD. TO TOP OF
 GN0648'CANYON RIM 2.0 MI. TO Y-RD. AT TOP OF RIM, TAKE LEFT FORK AND CONTINUE
 GN0648'STRAIGHT AHEAD ON MAIN TRAVELED RD., PAST JUNCTIONS WITH SEVERAL LESS
 GN0648'TRAVELED RDS., 4.6 MI. TO T-RD. E., TURN RIGHT AND DRIVE 0.4 MI. TO
 GN0648'SUMMIT.  LEAVE TRUCK AT THIS POINT, AND PACK SE. TO THE PROMINENT W.
 GN0648'POINT OF RIMROCK, VISIBLE FROM THE RD., AND STATION.  ABOUT 10 MINUTE
 GN0648'PACK.
 GN0648'
 GN0648'STATION MARK--STANDARD TABLET CEMENTED IN DRILL HOLE IN HIGHEST POINT
 GN0648'OF ROCK OUTCROP, STAMPED ---EUREKA 1956---.
 GN0648'
 GN0648'REFERENCE MARK NO. 1--A DRILL HOLE IN TOP OF MASSIVE SANDSTONE
 GN0648'BOULDER, MEASURING 15 FT. X 20 FT. AND 7 FT. HIGH.  MARK IS 3 FT.
 GN0648'NW. OF SE. POINT, 21.34 FT. N. OF STATION MARK, S 07 DEG 33 MIN E.
 GN0648'
 GN0648'REFERENCE MARK NO. 2--A COPPER NAIL AND WASHER SET IN ROOT OF PINON
 GN0648'TREE, 1.5 FT. IN DIAMETER AND 0.1 FT. ABOVE GROUND, APPROXIMATELY 15
 GN0648'FT. E. OF W. EDGE OF RIM, AND 37.24 FT. SE. OF STATION MARK,
 GN0648'N 70 DEG 15 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0491 ***********************************************************************
 FP0491  DESIGNATION -  EVAN
 FP0491  PID         -  FP0491
 FP0491  STATE/COUNTY-  NM/MCKINLEY
 FP0491  USGS QUAD   -  FORT WINGATE (1995)
 FP0491
 FP0491                         *CURRENT SURVEY CONTROL
 FP0491  ___________________________________________________________________
 FP0491* NAD 83(1992)-  35 24 05.13376(N)    108 34 49.62565(W)     ADJUSTED  
 FP0491* NAVD 88     -      2455.9    (meters)    8057.     (feet)  VERTCON   
 FP0491  ___________________________________________________________________
 FP0491  LAPLACE CORR-           4.85  (seconds)                    DEFLEC99
 FP0491  GEOID HEIGHT-         -20.83  (meters)                     GEOID03
 FP0491
 FP0491  HORZ ORDER  -  FIRST
 FP0491
 FP0491.The horizontal coordinates were established by classical geodetic methods
 FP0491.and adjusted by the National Geodetic Survey in December 1993..
 FP0491
 FP0491.The NAVD 88 height was computed by applying the VERTCON shift value to
 FP0491.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FP0491
 FP0491.The Laplace correction was computed from DEFLEC99 derived deflections.
 FP0491
 FP0491.The geoid height was determined by GEOID03.
 FP0491
 FP0491;                    North         East     Units Scale Factor Converg.
 FP0491;SPC NM W     -   488,370.137   762,136.720   MT  0.99997340   -0 25 58.2
 FP0491;SPC NM W     - 1,602,261.02  2,500,443.56   sFT  0.99997340   -0 25 58.2
 FP0491;UTM  12      - 3,920,249.719   719,725.767   MT  1.00019501   +1 24 08.0
 FP0491
 FP0491!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FP0491!SPC NM W     -   0.99961794  x   0.99997340  =   0.99959135
 FP0491!UTM  12      -   0.99961794  x   1.00019501  =   0.99981287
 FP0491
 FP0491|---------------------------------------------------------------------|
 FP0491| PID    Reference Object                     Distance      Geod. Az  |
 FP0491|                                                           dddmmss.s |
 FP0491| FP0492 TS 624                               34.590 METERS 03919     |
 FP0491| CD3410 EVAN RM 1                            31.833 METERS 18021     |
 FP0491| FP0490 ELSA                                APPROX. 1.3 KM 2304411.6 |
 FP0491|---------------------------------------------------------------------|
 FP0491
 FP0491                          SUPERSEDED SURVEY CONTROL
 FP0491
 FP0491  NAD 83(1992)-  35 24 05.13435(N)    108 34 49.62706(W) AD(       ) 1
 FP0491  NAD 83(1986)-  35 24 05.13450(N)    108 34 49.62789(W) AD(       ) 1
 FP0491  NAD 27      -  35 24 05.04281(N)    108 34 47.34146(W) AD(       ) 1
 FP0491  NGVD 29 (07/19/86) 2454.8    (m)         8054.     (f) VERT ANG       
 FP0491
 FP0491.Superseded values are not recommended for survey control.
 FP0491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0491.See file dsdata.txt to determine how the superseded data were derived.
 FP0491
 FP0491_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYE1972620250(NAD 83)
 FP0491_MARKER: DS = TRIANGULATION STATION DISK
 FP0491_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FP0491_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FP0491
 FP0491  HISTORY     - Date     Condition        Report By
 FP0491  HISTORY     - 1966     MONUMENTED       CGS
 FP0491
 FP0491                          STATION DESCRIPTION
 FP0491
 FP0491'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (JC)
 FP0491'THE STATION IS ABOUT 15 MILES SOUTHEAST OF GALLUP, 9 MILES
 FP0491'SOUTH-SOUTHWEST OF FORT WINGATE, AND ON GOVERNMENT PROPERTY.
 FP0491'
 FP0491'TO REACH THE STATION FROM THE POST OFFICE IN FORT WINGATE, GO
 FP0491'SOUTH ON STATE HIGHWAY 400 FOR 3.5 MILES TO A GRAVELED SIDE
 FP0491'ROAD RIGHT AND SIGN ARMY DEPOT 2.0 MILES.  TURN RIGHT ON THE
 FP0491'GRAVELED ROAD AND GO 1.7 MILES TO A LOCKED GATE, (GATE 308,
 FP0491'KEY AVAILABLE AT THE FORT WINGATE ARMY DEPOT).  PASS THROUGH
 FP0491'THE GATE AND FOLLOW THE MAIN TRAVELED ROAD FOR 1.3 MILES TO
 FP0491'A FORK.  TAKE THE LEFT FORK FOR 1.0 MILE TO A CLEARING AT THE
 FP0491'END OF THE ROAD AND THE STATION.
 FP0491'
 FP0491'THE STATION MARK IS A STANDARD DISK, STAMPED EVAN 1966, SET
 FP0491'IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER,
 FP0491'THAT IS 4 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS 104
 FP0491'FEET NORTH OF A METAL WITNESS POST AND 137 FEET SOUTHEAST OF
 FP0491'A FORKED PINE TREE.
 FP0491'
 FP0491'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED EVAN NO 1 1966,
 FP0491'SET IN A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT IS
 FP0491'FLUSH WITH THE SURFACE OF THE GROUND AND ABOUT 2 FEET LOWER
 FP0491'THAN THE STATION.  IT IS AT THE SOUTHWEST EDGE OF THE CLEARING,
 FP0491'1.7 FEET WEST OF A METAL WITNESS POST AND 31 FEET SOUTHWEST OF
 FP0491'THE CENTER OF A TRACK ROAD.
 FP0491'
 FP0491'T S 624 (WSMR) IS A WHITE SANDS GEODETIC CONTROL TRAVERSE
 FP0491'STATION, BRONZE DISK, STAMPED 624, SET IN A PRECAST CONCRETE
 FP0491'POST WHICH HAS BEEN REINFORCED WITH CONCRETE, THAT IS FLUSH
 FP0491'WITH THE GROUND SURFACE AND ABOUT 3 FEET LOWER THAN THE STATION.
 FP0491'IT IS AT THE NORTHEAST PART OF THE CLEARING, 15 FEET SOUTHEAST
 FP0491'OF A BLADED TRACK ROAD AND 156 FEET EAST-SOUTHEAST OF A FORKED
 FP0491'PINE TREE.
 FP0491'
 FP0491'HEIGHT OF LIGHT ABOVE STATION MARK 25.57 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1580 ***********************************************************************
 FO1580  DESIGNATION -  EVANS
 FO1580  PID         -  FO1580
 FO1580  STATE/COUNTY-  NM/SANDOVAL
 FO1580  USGS QUAD   -  LA GOTERA (1973)
 FO1580
 FO1580                         *CURRENT SURVEY CONTROL
 FO1580  ___________________________________________________________________
 FO1580* NAD 83(1992)-  35 20 19.48674(N)    107 11 09.83879(W)     ADJUSTED  
 FO1580* NAVD 88     -      1923.1    (meters)    6309.     (feet)  VERTCON   
 FO1580  ___________________________________________________________________
 FO1580  LAPLACE CORR-          -4.00  (seconds)                    DEFLEC99
 FO1580  GEOID HEIGHT-         -20.36  (meters)                     GEOID03
 FO1580
 FO1580  HORZ ORDER  -  THIRD
 FO1580
 FO1580.The horizontal coordinates were established by classical geodetic methods
 FO1580.and adjusted by the National Geodetic Survey in December 1993..
 FO1580
 FO1580.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1580.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1580
 FO1580.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1580
 FO1580.The geoid height was determined by GEOID03.
 FO1580
 FO1580;                    North         East     Units Scale Factor Converg.
 FO1580;SPC NM C     -   481,554.285   414,909.119   MT  0.99998920   -0 32 29.3
 FO1580;SPC NM C     - 1,579,899.35  1,361,247.67   sFT  0.99998920   -0 32 29.3
 FO1580;SPC NM W     -   481,352.480   888,838.791   MT  0.99995932   +0 22 27.8
 FO1580;SPC NM W     - 1,579,237.26  2,916,131.93   sFT  0.99995932   +0 22 27.8
 FO1580;UTM  13      - 3,912,802.641   301,327.331   MT  1.00008645   -1 15 53.5
 FO1580
 FO1580!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1580!SPC NM C     -   0.99970144  x   0.99998920  =   0.99969064
 FO1580!SPC NM W     -   0.99970144  x   0.99995932  =   0.99966077
 FO1580!UTM  13      -   0.99970144  x   1.00008645  =   0.99978786
 FO1580
 FO1580|---------------------------------------------------------------------|
 FO1580| PID    Reference Object                     Distance      Geod. Az  |
 FO1580|                                                           dddmmss.s |
 FO1580| CD3413 EVANS RM 2                            7.901 METERS 01659     |
 FO1580| CD3412 EVANS RM 1                            8.050 METERS 10714     |
 FO1580| CD3411 EVANS AZ MK                                        1895957.6 |
 FO1580|---------------------------------------------------------------------|
 FO1580
 FO1580                          SUPERSEDED SURVEY CONTROL
 FO1580
 FO1580  NAD 83(1986)-  35 20 19.49011(N)    107 11 09.84065(W) AD(       ) 3
 FO1580  NAD 27      -  35 20 19.35710(N)    107 11 07.68620(W) AD(       ) 3
 FO1580  NGVD 29 (07/19/86) 1922.1    (m)         6306.     (f) VERT ANG       
 FO1580
 FO1580.Superseded values are not recommended for survey control.
 FO1580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1580.See file dsdata.txt to determine how the superseded data were derived.
 FO1580
 FO1580_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV0132712803(NAD 83)
 FO1580_MARKER: DS = TRIANGULATION STATION DISK
 FO1580_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FO1580
 FO1580  HISTORY     - Date     Condition        Report By
 FO1580  HISTORY     - 1958     MONUMENTED       CGS
 FO1580
 FO1580                          STATION DESCRIPTION
 FO1580
 FO1580'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RLE)
 FO1580'THE STATION IS LOCATED ABOUT 25 MILES AIRLINE NORTH-NORTHWEST
 FO1580'OF THE RIO PUERCO TRADING POST, 25 MILES AIRLINE SOUTH-SOUTHWEST
 FO1580'OF SAN LUIS AND 5 MILES AIRLINE WEST OF THE MAJOR RANCH ON
 FO1580'THE EAST SIDE OF A TRACK ROAD LEADING TO THE MAGONAGILL RANCH.
 FO1580'IT IS 31 FEET EAST-NORTHEAST OF THE CENTER OF A TRACK ROAD AND
 FO1580'6 FEET NORTHWEST OF A WHITE WITNESS POST.  THE MARK PROJECTS
 FO1580'2 INCHES ABOVE THE SURFACE OF THE GROUND AND IS STAMPED EVANS
 FO1580'1958.
 FO1580'
 FO1580'REFERENCE MARK NO. 1 IS 23 FEET EAST-NORTHEAST OF A WHITE
 FO1580'WITNESS POST AND 23 FEET NORTH OF A CEDAR TREE.  THE MARK
 FO1580'PROJECTS 1 INCH ABOVE THE SURFACE OF THE GROUND AND IS STAMPED
 FO1580'EVANS NO 1 1958.
 FO1580'
 FO1580'REFERENCE MARK NO. 2 IS 39 FEET EAST-NORTHEAST OF THE CENTER
 FO1580'OF A TRACK ROAD.  THE MARK PROJECTS 3 INCHES ABOVE THE SURFACE
 FO1580'OF THE GROUND AND IS STAMPED EVANS NO 2 1958.
 FO1580'
 FO1580'THE AZIMUTH MARK IS 100 YARDS WEST OF THE CENTER OF A TRACK
 FO1580'ROAD, 15 FEET EAST OF A SMALL CEDAR TREE AND 3 FEET NORTHEAST
 FO1580'OF A WHITE WITNESS POST.  THE MARK IS SET FLUSH WITH THE
 FO1580'SURFACE OF THE GROUND AND IS STAMPED EVANS 1958.
 FO1580'
 FO1580'TO REACH THE STATION FROM THE RIO PUERCO TRADING POST (ABOUT
 FO1580'17 MILES WEST OF ALBUQUERQUE) GO WEST ON U.S. HIGHWAY 66 FOR
 FO1580'0.3 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT, NORTH AND GO 1.15
 FO1580'MILES TO A CATTLE GUARD.  CONTINUE AHEAD ON THE MAIN TRAVELED
 FO1580'ROAD AND GO 1.25 MILES TO A CATTLE GUARD.  CONTINUE AHEAD ON
 FO1580'THE MAIN ROAD AND GO 4.3 MILES TO A SIDE ROAD LEFT.  CONTINUE
 FO1580'AHEAD ON THE MAIN ROAD AND GO 3.5 MILES TO A FORK.  TAKE
 FO1580'THE LEFT, FORK AND GO 4 MILES TO A CATTLE GUARD.  CONTINUE
 FO1580'AHEAD ON THE MAIN ROAD, NORTHWEST AND GO 3 MILES TO A CATTLE
 FO1580'GUARD.  CONTINUE AHEAD AND GO 1.8 MILE TO A CATTLE GUARD.
 FO1580'CONTINUE AHEAD AND GO 0.25 MILE TO A FORK.  TAKE THE LEFT
 FO1580'FORK, NORTHWEST AND GO 0.6 MILE TO A CATTLE GUARD.
 FO1580'CONTINUE AHEAD, NORTHWEST AND GO 1.9 MILES TO A FORK.  TAKE
 FO1580'THE RIGHT FORK AND GO 0.9 MILE TO A FORK.  TAKE THE RIGHT
 FO1580'FORK AND GO 0.5 MILE TO A FORK.  TAKE THE LEFT FORK AND GO
 FO1580'0.2 MILE TO A FORK.  TAKE THE RIGHT FORK AND GO 0.1 MILE TO
 FO1580'A CROSS ROAD.  CONTINUE AHEAD, WEST AND GO 0.3 MILE TO A
 FO1580'WIRE GATE.  PASS THROUGH THE GATE AND GO 0.8 MILE TO A
 FO1580'T-ROAD.  TURN RIGHT AND 0.7 MILE TO A CROSS ROAD (0.2 MILE
 FO1580'NORTH OF TWO WINDMILLS KNOWN LOCALLY AS TALL LONESOME).
 FO1580'TURN RIGHT AND GO NORTH AND NORTHEAST FOR 1.4 MILES TO A
 FO1580'FORK.  TAKE THE LEFT FORK, NORTH, PASSING THROUGH A WIRE
 FO1580'GATE AND GO 1.4 MILES TO A REVERSE Y.  TURN A SHARP RIGHT AND
 FO1580'GO ABOUT 100 YARDS TO ANOTHER REVERSE Y.  TURN A SHARP
 FO1580'LEFT AND GO NORTH ON A DIM TRACK ROAD FOR 1 MILE TO A
 FO1580'WIRE GATE.  PASS THROUGH THE WIRE GATE AND GO 0.5 MILE TO
 FO1580'A REVERSE Y.  CONTINUE AHEAD, NORTHEAST AND GO 0.8 MILE
 FO1580'TO A WIRE GATE JUST AFTER CROSSING SALADO CREEK.  PASS
 FO1580'THROUGH THE WIRE GATE AND GO EAST AND NORTHEAST FOR 2.1
 FO1580'MILES TO A FORK.  KEEP THE LEFT FORK, NORTH AND GO 0.05
 FO1580'MILE.  (TO REACH THE AZIMUTH MARK FROM THIS POINT TURN
 FO1580'LEFT, WEST AND GO ABOUT 100 YARDS TO THE AZIMUTH MARK AS
 FO1580'DESCRIBED.) CONTINUE AHEAD NORTH AND GO 0.5 MILE TO THE
 FO1580'STATION AS DESCRIBED ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0898 ***********************************************************************
 DS0898  DESIGNATION -  EXTER
 DS0898  PID         -  DS0898
 DS0898  STATE/COUNTY-  NM/SOCORRO
 DS0898  USGS QUAD   -  ROMERO CANYON (1980)
 DS0898
 DS0898                         *CURRENT SURVEY CONTROL
 DS0898  ___________________________________________________________________
 DS0898* NAD 83(1992)-  33 29 59.69522(N)    107 14 17.69935(W)     ADJUSTED  
 DS0898* NAVD 88     -      1601.235  (meters)    5253.39   (feet)  ADJUSTED  
 DS0898  ___________________________________________________________________
 DS0898  LAPLACE CORR-          -4.27  (seconds)                    DEFLEC99
 DS0898  GEOID HEIGHT-         -22.83  (meters)                     GEOID03
 DS0898  DYNAMIC HT  -        1598.852 (meters)    5245.57  (feet)  COMP
 DS0898  MODELED GRAV-     979,092.7   (mgal)                       NAVD 88
 DS0898
 DS0898  HORZ ORDER  -  FIRST
 DS0898  VERT ORDER  -  FIRST     CLASS II
 DS0898
 DS0898.The horizontal coordinates were established by classical geodetic methods
 DS0898.and adjusted by the National Geodetic Survey in December 1993..
 DS0898
 DS0898.The orthometric height was determined by differential leveling
 DS0898.and adjusted by the National Geodetic Survey in June 1991..
 DS0898
 DS0898.The Laplace correction was computed from DEFLEC99 derived deflections.
 DS0898
 DS0898.The geoid height was determined by GEOID03.
 DS0898
 DS0898.The dynamic height is computed by dividing the NAVD 88
 DS0898.geopotential number by the normal gravity value computed on the
 DS0898.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0898.degrees latitude (g = 980.6199 gals.).
 DS0898
 DS0898.The modeled gravity was interpolated from observed gravity values.
 DS0898
 DS0898;                    North         East     Units Scale Factor Converg.
 DS0898;SPC NM C     -   277,628.167   408,176.613   MT  1.00000392   -0 32 43.8
 DS0898;SPC NM C     -   910,851.74  1,339,159.44   sFT  1.00000392   -0 32 43.8
 DS0898;SPC NM W     -   277,354.172   885,292.511   MT  0.99995435   +0 19 42.4
 DS0898;SPC NM W     -   909,952.81  2,904,497.18   sFT  0.99995435   +0 19 42.4
 DS0898;UTM  13      - 3,708,952.051   292,078.296   MT  1.00013301   -1 14 08.9
 DS0898
 DS0898!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS0898!SPC NM C     -   0.99975226  x   1.00000392  =   0.99975618
 DS0898!SPC NM W     -   0.99975226  x   0.99995435  =   0.99970662
 DS0898!UTM  13      -   0.99975226  x   1.00013301  =   0.99988524
 DS0898
 DS0898:                Primary Azimuth Mark                     Grid Az
 DS0898:SPC NM C     -  EXTER RM 3 AZIMUTH                       018 50 48.4
 DS0898:SPC NM W     -  EXTER RM 3 AZIMUTH                       017 58 22.2
 DS0898:UTM  13      -  EXTER RM 3 AZIMUTH                       019 32 13.5
 DS0898
 DS0898|---------------------------------------------------------------------|
 DS0898| PID    Reference Object                     Distance      Geod. Az  |
 DS0898|                                                           dddmmss.s |
 DS0898| DS0759 EXTER RM 3 AZIMUTH                  APPROX. 2.2 KM 0181804.6 |
 DS0898| CD2862 EXTER RM 1                           15.886 METERS 02627     |
 DS0898| DS0900 EXTER RM 2                           14.826 METERS 30811     |
 DS0898|---------------------------------------------------------------------|
 DS0898
 DS0898                          SUPERSEDED SURVEY CONTROL
 DS0898
 DS0898  NAD 83(1986)-  33 29 59.70292(N)    107 14 17.70187(W) AD(       ) 1
 DS0898  NAD 27      -  33 29 59.45669(N)    107 14 15.57589(W) AD(       ) 1
 DS0898  NGVD 29 (??/??/92) 1600.488  (m)         5250.93   (f) ADJ UNCH    1 2
 DS0898
 DS0898.Superseded values are not recommended for survey control.
 DS0898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0898.See file dsdata.txt to determine how the superseded data were derived.
 DS0898
 DS0898_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBT9207808952(NAD 83)
 DS0898_MARKER: DS = TRIANGULATION STATION DISK
 DS0898_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0898_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0898_STAMPING: EXTER 1934
 DS0898_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0898+STABILITY: SURFACE MOTION
 DS0898
 DS0898  HISTORY     - Date     Condition        Report By
 DS0898  HISTORY     - 1934     MONUMENTED       CGS
 DS0898  HISTORY     - 1951     GOOD             CGS
 DS0898  HISTORY     - 1951     GOOD             NGS
 DS0898  HISTORY     - 1953     GOOD             CGS
 DS0898  HISTORY     - 1964     GOOD             CGS
 DS0898  HISTORY     - 1966     GOOD             CGS
 DS0898  HISTORY     - 1974     GOOD             NGS
 DS0898
 DS0898                          STATION DESCRIPTION
 DS0898
 DS0898'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (LCJ)
 DS0898'THE STATION IS ABOUT 25 MILES AIR LINE NORTH OF HOT SPRINGS,
 DS0898'ABOUT 245 FEET SOUTHEAST OF U.S. HIGHWAY 85, AND APPROXIMATELY
 DS0898'ABREAST OF A HIGHWAY MARKER.  TO REACH FROM HOT SPRINGS,
 DS0898'FOLLOW U.S. HIGHWAY 85 NORTH 31.0 MILES TO THE SOCORRO-SIERRA
 DS0898'COUNTY LINE MARKER AND CONTINUE 2.1 MILES TO THE STATION
 DS0898'SITE.  THE STATION, AZIMUTH AND REFERENCE MARKS ARE STANDARD
 DS0898'DISKS SET IN CONCRETE.  REFERENCE
 DS0898'MARK NO. 1 IS 15.898 METERS (52.16 FEET) FROM THE STATION
 DS0898'N 26 DEG 28 MIN E, NO. 2 IS 14.83 METERS (48.7 FEET)
 DS0898'FROM THE STATION N 51 DEG 48 MIN W, AND NO. 3
 DS0898'(AZIMUTH MARK) IS 60 FEET NORTHEAST OF THE HIGHWAY, AND ABOUT
 DS0898'1.4 MILES FROM THE STATION N 18 DEG 19 MIN E.
 DS0898
 DS0898                          STATION RECOVERY (1951)
 DS0898
 DS0898'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (RCD)
 DS0898'THE STATION WAS RECOVERED AND ALL MARKS WERE FOUND TO BE IN
 DS0898'GOOD CONDITION.  THE ROUTE OF U.S. HWY 85 HAS BEEN CHANGED.
 DS0898'A COMPLETE NEW DESCRIPTION FOLLOWS--
 DS0898'
 DS0898'TO REACH THE STATION FROM THE P.O. AT HOT SPRINGS FOLLOW U.S.
 DS0898'HWY 85 N FOR 26.9 MILES, THENCE GO W (LEFT) THRU A GATE AND
 DS0898'FOLLOW A PRIVATE ROAD FOR 0.5 MILE TO A JUNCTION WITH OLD
 DS0898'U.S. HWY 85 AND THE SITE OF THE STATION, 310 FEET SE OF THE
 DS0898'INTERSECTION OF THE CENTER LINES OF THE PRIVATE ROAD AND OLD
 DS0898'U.S. HWY 85, 295 FEET E OF THE CENTER LINE OF OLD U.S. HWY
 DS0898'85, 184 FEET S OF THE CENTER LINE OF THE PRIVATE ROAD, 2
 DS0898'FEET W OF WITNESS POST.  A TRIANGULATION STATION DISK SET IN
 DS0898'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FEET ABOVE
 DS0898'THE GROUND, STAMPED EXTER 1934.
 DS0898'
 DS0898'REFERENCE MARK NO. 1 IS 52.1 FEET N OF THE STATION.  A REFERENCE
 DS0898'MARK DISK SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 DS0898'0.2 FEET ABOVE THE GROUND, STAMPED EXTER NO 1 1934.
 DS0898'
 DS0898'REFERENCE MARK NO. 2 IS 46.8 FEET W OF THE STATION.  A REFERENCE
 DS0898'MARK DISK SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 DS0898'0.2 FEET ABOVE THE GROUND, STAMPED EXTER NO 2 1934.
 DS0898'
 DS0898'THE AZIMUTH MARK IS 1.5 MILES N OF THE STATION, 165 FEET SW
 DS0898'OF THE CENTER OF A NW-SE ROAD, 81 FEET E OF THE CENTER LINE
 DS0898'OF U.S. HWY 85, 2 FEET N OF A WITNESS POST, SET IN THE TOP
 DS0898'OF A CONCRETE POST WHICH PROJECTS 0.2 FEET ABOVE THE GROUND.
 DS0898'A REFERENCE MARK DISK STAMPED EXTER NO 3 1934.
 DS0898
 DS0898                          STATION RECOVERY (1951)
 DS0898
 DS0898'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 DS0898'39.9 MI SW FROM SAN ANTONIO.
 DS0898'21.1 MILES SOUTHWEST ALONG U.S. HIGHWAY 85 FROM THE ATCHISON, TOPEKA
 DS0898'AND SANTA FE RAILROAD STATION AT SAN ANTONIO, THENCE 18.8 MILES
 DS0898'SOUTHWEST ALONG OLD U.S. HIGHWAY 85, 0.4 MILE NORTH OF A WINDMILL AND
 DS0898'A LARGE WATER TANK, 295 FEET EAST OF THE CENTER LINE OF THE OLD
 DS0898'HIGHWAY, 1.6 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 DS0898'POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
 DS0898
 DS0898                          STATION RECOVERY (1953)
 DS0898
 DS0898'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (LBO)
 DS0898'ALL MARKS WERE RECOVERED AS DESCRIBED AND FOUND TO BE IN
 DS0898'GOOD CONDITION.  A NEW PAVED HIGHWAY, U.S. HIGHWAY 85, PASSES
 DS0898'ABOUT 1/2 MI. E OF THE STATION.  OLD HIGHWAY HAS BEEN ABANDONED
 DS0898'AND IS NOW IMPASSABLE.  TO REACH THE STATION FROM THE JUNCTION
 DS0898'OF U.S. HIGHWAYS 85 AND 380 AT SAN ANTONIO, GO S AND SW ON
 DS0898'U.S. HIGHWAY 85 FOR 39.15 MI. TO A GRADED ROAD LEADING RIGHT
 DS0898'AT SIGN CEBOLA NATIONAL FOREST.  CONTINUE ON THE HIGHWAY
 DS0898'FOR 1 MI., TURN RIGHT THROUGH A WIRE GATE AND FOLLOW A TRACK
 DS0898'ROAD W FOR 0.45 MI. TO THE STATION ON THE LEFT ABOUT 25 YDS.
 DS0898'FROM THE ROAD.
 DS0898
 DS0898                          STATION RECOVERY (1964)
 DS0898
 DS0898'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (FHB)
 DS0898'THE STATION, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 DS0898'CONDITION.  THE AZIMUTH MARK WAS NOT SEARCHED FOR.  A NEW
 DS0898'DESCRIPTION TO REACH THE STATION FOLLOWS.
 DS0898'
 DS0898'FROM THE JUNCTION OF STATE HIGHWAY 51 AND U.S. HIGHWAY 85
 DS0898'IN THE NORTH EDGE OF TRUTH OR CONSEQUENCES, GO NORTH ON
 DS0898'HIGHWAY 85 7.8 MILES TO TRIANGULATION STATION AIRPORT ON THE
 DS0898'LEFT, CONTINUE NORTH 6.1 MILES TO THE SOCORRO-SIERRA COUNTY
 DS0898'LINE, CONTINUE 1.75 MILES TO A WIRE GATE ON THE LEFT, TURN
 DS0898'LEFT, PASS THROUGH THE GATE AND GO WEST ON TRACK ROAD 0.45
 DS0898'MILE, THE STATION IS 200 FEET SOUTH OF THIS POINT.  THE
 DS0898'STATION IS 300 FEET SOUTHEAST OF A DIM CROSS ROAD.
 DS0898'
 DS0898'ASTRO PARTY 330-363 VISITED THIS STATION.
 DS0898
 DS0898                          STATION RECOVERY (1966)
 DS0898
 DS0898'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (ANP)
 DS0898'THE STATION MARK AND REFERENCE MARKS 1, 2 AND 3 WERE RECOVERED
 DS0898'IN GOOD CONDITION.  A DIFFERENCE OF 1 MINUTE WAS NOTED IN THE
 DS0898'DIRECTION TO REFERENCE MARK 3.  DUE TO ROAD CHANGES A COMPLETE
 DS0898'NEW DESCRIPTION FOLLOWS.
 DS0898'
 DS0898'THE STATION IS ABOUT 25 MILES NORTH OF TRUTH OR CONSEQUENCES
 DS0898'AND ABOUT 3 MILES NORTH OF THE SOCORRO-SIERRA COUNTY LINE.
 DS0898'
 DS0898'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 52
 DS0898'AND U.S. HIGHWAY 85 IN TRUTH OR CONSEQUENCES, GO NORTHERLY
 DS0898'ON U.S. HIGHWAY 85 FOR 13.2 MILES TO A BRIDGE OVER MONTICELLO
 DS0898'CANYON.  CONTINUE ON U.S. HIGHWAY 85 FOR 12.3 MILES TO THE
 DS0898'SOCORRO-SIERRA COUNTY LINE MARKER.  CONTINUE NORTHERLY FOR
 DS0898'2.9 MILES TO A SIDE ROAD LEFT AND A GATE.  (TO REACH THE
 DS0898'REFERENCE MARK 3 FROM THIS POINT, CONTINUE NORTHERLY ON U.S.
 DS0898'HIGHWAY 85 FOR 0.9 MILE TO SPRINGTIME CAMP ROAD ON THE LEFT.
 DS0898'TURN LEFT, (CROSSING A CATTLE GUARD), AND GO WESTERLY FOR 1.0
 DS0898'MILE TO THE MARK ON THE LEFT).  TURN LEFT, PASSING THROUGH
 DS0898'THE GATE AND GO WESTERLY ON A TRACK ROAD FOR 0.5 MILE TO
 DS0898'THE STATION ON THE LEFT.
 DS0898'
 DS0898'STATION MARK IS A STANDARD DISK, STAMPED EXTER 1934, SET IN
 DS0898'THE TOP OF A 12-INCH SQUARE CONCRETE POST, THAT PROJECTS 6
 DS0898'INCHES ABOVE THE GROUND.  IT IS 0.05 MILE
 DS0898'EAST OF THE OLD ROAD BED AND 190 FEET SOUTH OF THE TRACK ROAD.
 DS0898'
 DS0898'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED EXTER NO 1 1934,
 DS0898'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST, THAT PROJECTS
 DS0898'3 INCHES ABOVE THE GROUND.  IT IS 137 FEET SOUTH OF THE
 DS0898'TRACK ROAD AND ABOUT THE SAME ELEVATION AS THE STATION MARK.
 DS0898'
 DS0898'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED EXTER NO 2 1934,
 DS0898'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST, THAT PROJECTS
 DS0898'4 INCHES ABOVE THE GROUND.  IT IS ABOUT THE SAME ELEVATION
 DS0898'AS THE STATION MARK.
 DS0898'
 DS0898'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED EXTER 1934, SET
 DS0898'IN THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT PROJECTS
 DS0898'2 INCHES ABOVE THE GROUND.  IT IS 162 FEET SOUTHWEST OF THE
 DS0898'SPRINGTIME CAMP ROAD (A GRAVELED ONE TRACK ROAD) AND 79 FEET
 DS0898'NORTHEAST OF THE OLD HIGHWAY BED, NOW A VERY DIM ROCK TRAIL.
 DS0898
 DS0898                          STATION RECOVERY (1974)
 DS0898
 DS0898'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CWW)
 DS0898'STATION, REFERENCE MARKS AND AZIMUTH MARK RECOVERED IN GOOD
 DS0898'CONDITION.  DESCRIPTION TO REACH THE STATION IS ADEQUATE.
 DS0898'U.S. 85 CARRIES ONLY LOCAL TRAFFIC IN THE AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0899 ***********************************************************************
 DS0899  DESIGNATION -  EXTER RM 1
 DS0899  PID         -  DS0899
 DS0899  STATE/COUNTY-  NM/SOCORRO
 DS0899  USGS QUAD   -  BLACK HILL (1980)
 DS0899
 DS0899                         *CURRENT SURVEY CONTROL
 DS0899  ___________________________________________________________________
 DS0899* NAD 83(1986)-  33 30 00.     (N)    107 14 18.     (W)     SCALED    
 DS0899* NAVD 88     -      1601.236  (meters)    5253.39   (feet)  ADJUSTED  
 DS0899  ___________________________________________________________________
 DS0899  GEOID HEIGHT-         -22.83  (meters)                     GEOID03
 DS0899  DYNAMIC HT  -        1598.854 (meters)    5245.57  (feet)  COMP
 DS0899  MODELED GRAV-     979,093.5   (mgal)                       NAVD 88
 DS0899
 DS0899  VERT ORDER  -  FIRST     CLASS II
 DS0899
 DS0899.The horizontal coordinates were scaled from a topographic map and have
 DS0899.an estimated accuracy of +/- 6 seconds.
 DS0899
 DS0899.The orthometric height was determined by differential leveling
 DS0899.and adjusted by the National Geodetic Survey in June 1991..
 DS0899
 DS0899.The geoid height was determined by GEOID03.
 DS0899
 DS0899.The dynamic height is computed by dividing the NAVD 88
 DS0899.geopotential number by the normal gravity value computed on the
 DS0899.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0899.degrees latitude (g = 980.6199 gals.).
 DS0899
 DS0899.The modeled gravity was interpolated from observed gravity values.
 DS0899
 DS0899;                    North         East    Units  Estimated Accuracy
 DS0899;SPC NM C     -   277,640.      408,170.      MT  (+/- 180 meters Scaled)
 DS0899
 DS0899                          SUPERSEDED SURVEY CONTROL
 DS0899
 DS0899  NGVD 29 (??/??/92) 1600.490  (m)         5250.94   (f) ADJ UNCH    1 2
 DS0899
 DS0899.Superseded values are not recommended for survey control.
 DS0899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0899.See file dsdata.txt to determine how the superseded data were derived.
 DS0899
 DS0899_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBT920089(NAD 83)
 DS0899_MARKER: DR = REFERENCE MARK DISK
 DS0899_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0899_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0899_STAMPING: EXTER NO 1 1934
 DS0899_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0899+STABILITY: SURFACE MOTION
 DS0899
 DS0899  HISTORY     - Date     Condition        Report By
 DS0899  HISTORY     - 1934     MONUMENTED       CGS
 DS0899  HISTORY     - 1951     GOOD             NGS
 DS0899
 DS0899                          STATION DESCRIPTION
 DS0899
 DS0899'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 DS0899'18.9 MI SW FROM SAN ANTONIO.
 DS0899'21.1 MILES SOUTHWEST ALONG US HIGHWAY 85 FROM THE ATCHISON, TOPEKA AND
 DS0899'SANTA FE RR STATION AT SAN ANTONIO, THENCE 18.8 MILES SOUTHWEST ALONG
 DS0899'OLD US HIGHWAY 85, 52.1 FEET NORTH OF TRIANGULATION STATION EXTER
 DS0899'1934, SET IN THE TOP OF A CONCRETE POST AND PROJECTS 0.2 FOOT ABOVE
 DS0899'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0900 ***********************************************************************
 DS0900  DESIGNATION -  EXTER RM 2
 DS0900  PID         -  DS0900
 DS0900  STATE/COUNTY-  NM/SOCORRO
 DS0900  USGS QUAD   -  ROMERO CANYON (1980)
 DS0900
 DS0900                         *CURRENT SURVEY CONTROL
 DS0900  ___________________________________________________________________
 DS0900* NAD 83(1986)-  33 29 59.     (N)    107 14 19.     (W)     SCALED    
 DS0900* NAVD 88     -      1601.665  (meters)    5254.80   (feet)  ADJUSTED  
 DS0900  ___________________________________________________________________
 DS0900  GEOID HEIGHT-         -22.83  (meters)                     GEOID03
 DS0900  DYNAMIC HT  -        1599.280 (meters)    5246.97  (feet)  COMP
 DS0900  MODELED GRAV-     979,092.2   (mgal)                       NAVD 88
 DS0900
 DS0900  VERT ORDER  -  FIRST     CLASS II
 DS0900
 DS0900.The horizontal coordinates were scaled from a topographic map and have
 DS0900.an estimated accuracy of +/- 6 seconds.
 DS0900
 DS0900.The orthometric height was determined by differential leveling
 DS0900.and adjusted by the National Geodetic Survey in June 1991..
 DS0900
 DS0900.The geoid height was determined by GEOID03.
 DS0900
 DS0900.The dynamic height is computed by dividing the NAVD 88
 DS0900.geopotential number by the normal gravity value computed on the
 DS0900.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0900.degrees latitude (g = 980.6199 gals.).
 DS0900
 DS0900.The modeled gravity was interpolated from observed gravity values.
 DS0900
 DS0900;                    North         East    Units  Estimated Accuracy
 DS0900;SPC NM C     -   277,610.      408,140.      MT  (+/- 180 meters Scaled)
 DS0900
 DS0900                          SUPERSEDED SURVEY CONTROL
 DS0900
 DS0900  NGVD 29 (??/??/92) 1600.917  (m)         5252.34   (f) ADJ UNCH    1 2
 DS0900
 DS0900.Superseded values are not recommended for survey control.
 DS0900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0900.See file dsdata.txt to determine how the superseded data were derived.
 DS0900
 DS0900_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBT920089(NAD 83)
 DS0900_MARKER: DR = REFERENCE MARK DISK
 DS0900_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0900_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0900_STAMPING: EXTER NO 2 1934
 DS0900_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0900+STABILITY: SURFACE MOTION
 DS0900
 DS0900  HISTORY     - Date     Condition        Report By
 DS0900  HISTORY     - 1934     MONUMENTED       CGS
 DS0900  HISTORY     - 1951     GOOD             NGS
 DS0900
 DS0900                          STATION DESCRIPTION
 DS0900
 DS0900'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 DS0900'39.9 MI SW FROM SAN ANTONIO.
 DS0900'21.1 MILES SOUTHWEST ALONG U.S. HIGHWAY 85 FROM THE ATCHISON, TOPEKA
 DS0900'AND SANTA FE RAILROAD STATION AT SAN ANTONIO, THENCE 18.6 MILES
 DS0900'SOUTHWEST ALONG OLD U.S. HIGHWAY 85, 48.6 FEET WEST OF TRIANGULATION
 DS0900'STATION EXTER 1934, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 DS0900'0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0759 ***********************************************************************
 DS0759  DESIGNATION -  EXTER RM 3 AZIMUTH
 DS0759  PID         -  DS0759
 DS0759  STATE/COUNTY-  NM/SOCORRO
 DS0759  USGS QUAD   -  BLACK HILL (1980)
 DS0759
 DS0759                         *CURRENT SURVEY CONTROL
 DS0759  ___________________________________________________________________
 DS0759* NAD 83(1992)-  33 31 08.10388(N)    107 13 50.68682(W)     ADJUSTED  
 DS0759* NAVD 88     -      1604.147  (meters)    5262.94   (feet)  ADJUSTED  
 DS0759  ___________________________________________________________________
 DS0759  LAPLACE CORR-          -4.27  (seconds)                    DEFLEC99
 DS0759  GEOID HEIGHT-         -22.80  (meters)                     GEOID03
 DS0759  DYNAMIC HT  -        1601.760 (meters)    5255.11  (feet)  COMP
 DS0759  MODELED GRAV-     979,093.1   (mgal)                       NAVD 88
 DS0759
 DS0759  HORZ ORDER  -  SECOND
 DS0759  VERT ORDER  -  FIRST     CLASS II
 DS0759
 DS0759.The horizontal coordinates were established by classical geodetic methods
 DS0759.and adjusted by the National Geodetic Survey in December 1993..
 DS0759
 DS0759.The orthometric height was determined by differential leveling
 DS0759.and adjusted by the National Geodetic Survey in June 1991..
 DS0759
 DS0759.The Laplace correction was computed from DEFLEC99 derived deflections.
 DS0759
 DS0759.The geoid height was determined by GEOID03.
 DS0759
 DS0759.The dynamic height is computed by dividing the NAVD 88
 DS0759.geopotential number by the normal gravity value computed on the
 DS0759.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0759.degrees latitude (g = 980.6199 gals.).
 DS0759
 DS0759.The modeled gravity was interpolated from observed gravity values.
 DS0759
 DS0759;                    North         East     Units Scale Factor Converg.
 DS0759;SPC NM C     -   279,729.089   408,893.745   MT  1.00000230   -0 32 29.8
 DS0759;SPC NM C     -   917,744.52  1,341,512.23   sFT  1.00000230   -0 32 29.8
 DS0759;UTM  13      - 3,711,044.446   292,820.790   MT  1.00012921   -1 13 56.2
 DS0759
 DS0759!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS0759!SPC NM C     -   0.99975180  x   1.00000230  =   0.99975410
 DS0759!UTM  13      -   0.99975180  x   1.00012921  =   0.99988098
 DS0759
 DS0759                          SUPERSEDED SURVEY CONTROL
 DS0759
 DS0759  NAD 83(1986)-  33 31 08.11086(N)    107 13 50.68959(W) AD(       ) 2
 DS0759  NAD 27      -  33 31 07.81600(N)    107 13 48.58372(W) AD(       ) 2
 DS0759  NGVD 29 (??/??/92) 1603.400  (m)         5260.49   (f) ADJ UNCH    1 2
 DS0759
 DS0759.Superseded values are not recommended for survey control.
 DS0759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0759.See file dsdata.txt to determine how the superseded data were derived.
 DS0759
 DS0759_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBT9282111044(NAD 83)
 DS0759_MARKER: DR = REFERENCE MARK DISK
 DS0759_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0759_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0759_STAMPING: EXTER NO 3 1934
 DS0759_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0759+STABILITY: SURFACE MOTION
 DS0759
 DS0759  HISTORY     - Date     Condition        Report By
 DS0759  HISTORY     - 1934     MONUMENTED       CGS
 DS0759  HISTORY     - 1951     GOOD             NGS
 DS0759
 DS0759                          STATION DESCRIPTION
 DS0759
 DS0759'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 DS0759'38.4 MI SW FROM SAN ANTONIO.
 DS0759'21.1 MILES SOUTHWEST ALONG U.S. HIGHWAY 85 FROM THE ATCHISON, TOPEKA
 DS0759'AND SANTA FE RAILROAD STATION AT SAN ANTONIO, THENCE 17.3 MILES
 DS0759'SOUTHWEST ALONG OLD U.S. HIGHWAY 85, 165 FEET SOUTHWEST OF THE CENTER
 DS0759'LINE OF A PRIVATE ROAD, LEADING NORTHWEST AND SOUTHEAST, 81 FEET EAST
 DS0759'OF THE CENTER LINE OF THE OLD HIGHWAY, 2 FEET NORTH OF A WITNESS POST,
 DS0759'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE
 DS0759'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0154 ***********************************************************************
 FP0154  DESIGNATION -  F
 FP0154  PID         -  FP0154
 FP0154  STATE/COUNTY-  NM/MCKINLEY
 FP0154  USGS QUAD   -  GALLUP WEST (1979)
 FP0154
 FP0154                         *CURRENT SURVEY CONTROL
 FP0154  ___________________________________________________________________
 FP0154* NAD 83(1986)-  35 30 41.     (N)    108 48 09.     (W)     SCALED    
 FP0154* NAVD 88     -      1969.095  (meters)    6460.27   (feet)  POSTED    
 FP0154  ___________________________________________________________________
 FP0154  GEOID HEIGHT-         -21.31  (meters)                     GEOID03
 FP0154  DYNAMIC HT  -        1966.320 (meters)    6451.17  (feet)  COMP
 FP0154  MODELED GRAV-     979,154.5   (mgal)                       NAVD 88
 FP0154
 FP0154  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FP0154
 FP0154.The horizontal coordinates were scaled from a topographic map and have
 FP0154.an estimated accuracy of +/- 6 seconds.
 FP0154
 FP0154.The orthometric height was determined by differential leveling
 FP0154.and adjusted by the National Geodetic Survey in 1992..
 FP0154.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FP0154.rate of 0.0 thru 1.0 mm/km.
 FP0154
 FP0154.The geoid height was determined by GEOID03.
 FP0154
 FP0154.The dynamic height is computed by dividing the NAVD 88
 FP0154.geopotential number by the normal gravity value computed on the
 FP0154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0154.degrees latitude (g = 980.6199 gals.).
 FP0154
 FP0154.The modeled gravity was interpolated from observed gravity values.
 FP0154
 FP0154;                    North         East    Units  Estimated Accuracy
 FP0154;SPC NM W     -   500,750.      742,090.      MT  (+/- 180 meters Scaled)
 FP0154
 FP0154                          SUPERSEDED SURVEY CONTROL
 FP0154
 FP0154  NGVD 29 (??/??/92) 1968.139  (m)         6457.14   (f) ADJ UNCH    1 2
 FP0154
 FP0154.Superseded values are not recommended for survey control.
 FP0154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0154.See file dsdata.txt to determine how the superseded data were derived.
 FP0154
 FP0154_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXE992319(NAD 83)
 FP0154_MARKER: Z = SEE DESCRIPTION
 FP0154_SETTING: 66 = SET IN ROCK OUTCROP
 FP0154_SP_SET: STONE
 FP0154_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FP0154+STABILITY: POSITION/ELEVATION WELL
 FP0154
 FP0154  HISTORY     - Date     Condition        Report By
 FP0154  HISTORY     - UNK      MONUMENTED       CGS
 FP0154  HISTORY     - 1934     GOOD             NGS
 FP0154  HISTORY     - 1983     MARK NOT FOUND   NGS
 FP0154
 FP0154                          STATION DESCRIPTION
 FP0154
 FP0154'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FP0154'0.8 MI E FROM WEST YARD.
 FP0154'0.8 MILE EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 FP0154'WEST YARD, 11 POLES WEST OF MILEPOST 161, AT THE NORTHWEST CORNER OF
 FP0154'STONE-ARCH BRIDGE NO. A 162 IN THE TOP OF THE COPING STONE, 1 FOOT
 FP0154'FROM THE END OF THE STONE, AND 0.3 FOOT FROM THE FACE.  THE BOTTOM OF
 FP0154'A SQUARE HOLE, SURROUNDED BY THE LETTERS, US.
 FP0154
 FP0154                          STATION RECOVERY (1983)
 FP0154
 FP0154'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FP0154'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0714 ***********************************************************************
 FO0714  DESIGNATION -  F 1
 FO0714  PID         -  FO0714
 FO0714  STATE/COUNTY-  NM/CIBOLA
 FO0714  USGS QUAD   -  GRANTS SE (1971)
 FO0714
 FO0714                         *CURRENT SURVEY CONTROL
 FO0714  ___________________________________________________________________
 FO0714* NAD 83(1986)-  35 06 32.     (N)    107 47 03.     (W)     SCALED    
 FO0714* NAVD 88     -      1944.587  (meters)    6379.87   (feet)  ADJUSTED  
 FO0714  ___________________________________________________________________
 FO0714  GEOID HEIGHT-         -20.55  (meters)                     GEOID03
 FO0714  DYNAMIC HT  -        1941.796 (meters)    6370.71  (feet)  COMP
 FO0714  MODELED GRAV-     979,129.9   (mgal)                       NAVD 88
 FO0714
 FO0714  VERT ORDER  -  FIRST     CLASS II
 FO0714
 FO0714.The horizontal coordinates were scaled from a topographic map and have
 FO0714.an estimated accuracy of +/- 6 seconds.
 FO0714
 FO0714.The orthometric height was determined by differential leveling
 FO0714.and adjusted by the National Geodetic Survey in June 1991..
 FO0714
 FO0714.The geoid height was determined by GEOID03.
 FO0714
 FO0714.The dynamic height is computed by dividing the NAVD 88
 FO0714.geopotential number by the normal gravity value computed on the
 FO0714.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0714.degrees latitude (g = 980.6199 gals.).
 FO0714
 FO0714.The modeled gravity was interpolated from observed gravity values.
 FO0714
 FO0714;                    North         East    Units  Estimated Accuracy
 FO0714;SPC NM W     -   455,660.      834,480.      MT  (+/- 180 meters Scaled)
 FO0714
 FO0714                          SUPERSEDED SURVEY CONTROL
 FO0714
 FO0714  NGVD 29 (??/??/92) 1943.528  (m)         6376.39   (f) ADJ UNCH    1 2
 FO0714
 FO0714.Superseded values are not recommended for survey control.
 FO0714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0714.See file dsdata.txt to determine how the superseded data were derived.
 FO0714
 FO0714_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBU462886(NAD 83)
 FO0714_MARKER: Z = SEE DESCRIPTION
 FO0714_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FO0714_SP_SET: BRIDGE
 FO0714_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FO0714
 FO0714  HISTORY     - Date     Condition        Report By
 FO0714  HISTORY     - UNK      MONUMENTED       CGS
 FO0714  HISTORY     - 1941     GOOD             NGS
 FO0714  HISTORY     - 1949     GOOD             NGS
 FO0714  HISTORY     - 1982     MARK NOT FOUND   NGS
 FO0714
 FO0714                          STATION DESCRIPTION
 FO0714
 FO0714'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 FO0714'4.3 MI SE FROM GRANTS.
 FO0714'TO REACH FROM THE ATCHISON, TOPEKA AND SANTA FE RAILROAD STATION AT
 FO0714'GRANTS-- GO 4.3 MILES SOUTHEASTERLY ALONG THE ATCHISON TOPEKA AND
 FO0714'SANTA FE RIGHT-OF-WAY TO THE SITE OF BENCH MARK.  BENCH MARK IS 8 1/2
 FO0714'POLES WEST OF U.S. HIGHWAY NO. 66 OVERPASS, 3 1/2 POLES WEST OF MILE
 FO0714'POLE NO. 91 AND 2 1/2 POLES EAST OF CULVERT NO. A 92.  IT IS 94.0 FEET
 FO0714'SOUTHWEST OF AND ABOUT 3.0 FEET BELOW THE CENTERLINE OF THE MAIN SOUTH
 FO0714'TRACKS, 18.0 FEET NORTHEAST OF THE SOUTHEAST END OF SANDSTONE HEADWALL
 FO0714'OF STONE ARCH BRIDGE, THE BOTTOM OF A SQUARE HOLE CUT INTO RED
 FO0714'SANDSTONE HEADWALL OF AND OLD ABANDONED RAILROAD BRIDGE.  IT IS
 FO0714'DIRECTLY ABOVE THE STORE ARCH AND 0.5 FOOT NORTHEAST OF THE EDGE OF
 FO0714'COPING.  A SQUARE HOLE CUT INTO SOUTHWEST SANDSTONE HEADWALL OF
 FO0714'RAILROAD BRIDGE.
 FO0714
 FO0714                          STATION RECOVERY (1949)
 FO0714
 FO0714'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1949
 FO0714'RECOVERED IN GOOD CONDITION.
 FO0714
 FO0714                          STATION RECOVERY (1982)
 FO0714
 FO0714'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FO0714'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GO0387 ***********************************************************************
 GO0387  DESIGNATION -  F 1
 GO0387  PID         -  GO0387
 GO0387  STATE/COUNTY-  NM/SAN JUAN
 GO0387  USGS QUAD   -  KIRTLAND (1979)
 GO0387
 GO0387                         *CURRENT SURVEY CONTROL
 GO0387  ___________________________________________________________________
 GO0387* NAD 83(1992)-  36 42 47.78568(N)    108 17 44.64661(W)     ADJUSTED  
 GO0387* NAVD 88     -      1711.2    (meters)    5614.     (feet)  VERTCON   
 GO0387  ___________________________________________________________________
 GO0387  LAPLACE CORR-           0.77  (seconds)                    DEFLEC99
 GO0387  GEOID HEIGHT-         -21.19  (meters)                     GEOID03
 GO0387
 GO0387  HORZ ORDER  -  SECOND
 GO0387
 GO0387.The horizontal coordinates were established by classical geodetic methods
 GO0387.and adjusted by the National Geodetic Survey in December 1993..
 GO0387
 GO0387.The NAVD 88 height was computed by applying the VERTCON shift value to
 GO0387.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GO0387
 GO0387.The Laplace correction was computed from DEFLEC99 derived deflections.
 GO0387
 GO0387.The geoid height was determined by GEOID03.
 GO0387
 GO0387;                    North         East     Units Scale Factor Converg.
 GO0387;SPC NM W     -   633,764.066   788,690.123   MT  0.99993768   -0 16 35.2
 GO0387;SPC NM W     - 2,079,274.27  2,587,560.85   sFT  0.99993768   -0 16 35.2
 GO0387;UTM  12      - 4,066,474.751   741,541.111   MT  1.00031883   +1 37 02.7
 GO0387
 GO0387!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GO0387!SPC NM W     -   0.99973485  x   0.99993768  =   0.99967255
 GO0387!UTM  12      -   0.99973485  x   1.00031883  =   1.00005360
 GO0387
 GO0387:                Primary Azimuth Mark                     Grid Az
 GO0387:SPC NM W     -  3610815014                               005 13 48.4
 GO0387:UTM  12      -  3610815014                               003 20 10.5
 GO0387
 GO0387|---------------------------------------------------------------------|
 GO0387| PID    Reference Object                     Distance      Geod. Az  |
 GO0387|                                                           dddmmss.s |
 GO0387| GO0388 3610815014                          APPROX. 2.0 KM 0045713.2 |
 GO0387|---------------------------------------------------------------------|
 GO0387
 GO0387                          SUPERSEDED SURVEY CONTROL
 GO0387
 GO0387  NAD 83(1992)-  36 42 47.78599(N)    108 17 44.64656(W) AD(       ) 2
 GO0387  NAD 83(1992)-  36 42 47.78577(N)    108 17 44.64662(W) AD(       ) 2
 GO0387  NAD 83(1986)-  36 42 47.77816(N)    108 17 44.65578(W) AD(       ) 2
 GO0387  NAD 27      -  36 42 47.76862(N)    108 17 42.37974(W) AD(       ) 2
 GO0387  NGVD 29 (07/19/86) 1710.2    (m)         5611.     (f) VERT ANG       
 GO0387
 GO0387.Superseded values are not recommended for survey control.
 GO0387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GO0387.See file dsdata.txt to determine how the superseded data were derived.
 GO0387
 GO0387_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYF4154166475(NAD 83)
 GO0387_MARKER: Z = SEE DESCRIPTION
 GO0387_SETTING: 0 = UNSPECIFIED SETTING
 GO0387_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GO0387
 GO0387  HISTORY     - Date     Condition        Report By
 GO0387  HISTORY     - 1971     MONUMENTED       NMHD
 GO0387
 GO0387                          STATION DESCRIPTION
 GO0387
 GO0387'DESCRIBED BY NM HIGHWAY DEPT 1971 (CWW)
 GO0387'STATION IS LOCATED IN SAN JUAN COUNTY, NEW MEXICO, 6.9 MILES
 GO0387'SOUTHWEST OF FARMINGTON, NEW MEXICO ON THE NAVAJO INDIAN RESERVATION,
 GO0387'ON BLUFFS SKIRTED BY THE SAN JUAN RIVER.
 GO0387'
 GO0387'TO REACH THE STATION FROM THE POST OFFICE IN FARMINGTON, NEW MEXICO,
 GO0387'TRAVEL SOUTH ON AUBURN STREET TO BROADWAY STREET.  TURN RIGHT (WEST)
 GO0387'ON BROADWAY STREET AND TRAVEL TO LAKE AVENUE.  TURN RIGHT (SOUTH)
 GO0387'ON LAKE AVENUE AND TRAVEL TO PINON DRIVE, (STATE ROAD 371) TURN
 GO0387'RIGHT (WEST) ON PINON DRIVE AND TRAVEL ON STATE ROAD 371,
 GO0387'CROSSING A BRIDGE OVER THE SAN JUAN RIVER, FOR 0.9 MILE TO A GRADED
 GO0387'ROAD ON THE RIGHT (WEST).  TURN RIGHT (WEST) ON THE GRADED ROAD
 GO0387'AND TRAVEL 2.25 MILES TO A DIRT TURNOFF LEFT (SOUTH).  TURN LEFT
 GO0387'(SOUTH).  TURN LEFT (SOUTH) AND TRAVEL 1.5 MILES TO THE TOP OF THE
 GO0387'BLUFFS AND A TRACK ROAD TO THE RIGHT (NORTHWEST).  TRAVEL ON THE
 GO0387'TRACK ROAD FOR 0.3 MILE TO A DIM DIRT ROAD NORTH.  TRAVEL ON
 GO0387'THE DIM ROAD 0.6 MILE TO STATION AT NORTHEAST EDGE OF BLUFF.
 GO0387'
 GO0387'STATION IS A 1.5 INCH ALUMINUM CAP SET IN A DRILL HOLE IN STONE AND
 GO0387'STAMPED F-1.  IT IS 4.5 FEET SOUTHEAST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0017 ***********************************************************************
 CW0017  DESIGNATION -  F 10
 CW0017  PID         -  CW0017
 CW0017  STATE/COUNTY-  NM/EDDY
 CW0017  USGS QUAD   -  ARTESIA (1975)
 CW0017
 CW0017                         *CURRENT SURVEY CONTROL
 CW0017  ___________________________________________________________________
 CW0017* NAD 83(1986)-  32 50 39.     (N)    104 23 48.     (W)     SCALED    
 CW0017* NAVD 88     -      1029.740  (meters)    3378.41   (feet)  ADJUSTED  
 CW0017  ___________________________________________________________________
 CW0017  GEOID HEIGHT-         -23.14  (meters)                     GEOID03
 CW0017  DYNAMIC HT  -        1028.315 (meters)    3373.73  (feet)  COMP
 CW0017  MODELED GRAV-     979,220.0   (mgal)                       NAVD 88
 CW0017
 CW0017  VERT ORDER  -  FIRST     CLASS II
 CW0017
 CW0017.The horizontal coordinates were scaled from a topographic map and have
 CW0017.an estimated accuracy of +/- 6 seconds.
 CW0017
 CW0017.The orthometric height was determined by differential leveling
 CW0017.and adjusted by the National Geodetic Survey in June 1991..
 CW0017
 CW0017.The geoid height was determined by GEOID03.
 CW0017
 CW0017.The dynamic height is computed by dividing the NAVD 88
 CW0017.geopotential number by the normal gravity value computed on the
 CW0017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0017.degrees latitude (g = 980.6199 gals.).
 CW0017
 CW0017.The modeled gravity was interpolated from observed gravity values.
 CW0017
 CW0017;                    North         East    Units  Estimated Accuracy
 CW0017;SPC NM E     -   204,480.      159,070.      MT  (+/- 180 meters Scaled)
 CW0017
 CW0017                          SUPERSEDED SURVEY CONTROL
 CW0017
 CW0017  NGVD 29 (??/??/92) 1029.280  (m)         3376.90   (f) ADJ UNCH    1 2
 CW0017
 CW0017.Superseded values are not recommended for survey control.
 CW0017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0017.See file dsdata.txt to determine how the superseded data were derived.
 CW0017
 CW0017_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES564341(NAD 83)
 CW0017_MARKER: DB = BENCH MARK DISK
 CW0017_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CW0017_SP_SET: BUILDING
 CW0017_STAMPING: F 10 1916 3377.250
 CW0017_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CW0017
 CW0017  HISTORY     - Date     Condition        Report By
 CW0017  HISTORY     - 1916     MONUMENTED       CGS
 CW0017  HISTORY     - 1957     GOOD             NGS
 CW0017  HISTORY     - 1982     MARK NOT FOUND   NGS
 CW0017
 CW0017                          STATION DESCRIPTION
 CW0017
 CW0017'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 CW0017'IN ARTESIA.
 CW0017'ABOUT 0.05 MILE NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 CW0017'FROM THE STATION AT ARTESIA, 1 1/2 POLES NORTH OF THE STATION, SET
 CW0017'VERTICALLY IN THE EAST FACE OF A CONCRETE BLOCK BUILDING WHICH IS NOW
 CW0017'A CONOCO SERVICE STATION AND FORMERLY THE SUNSHINE VALLEY CREAMERY,
 CW0017'124 FEET WEST OF THE WEST RAIL OF THE MAIN TRACK, 83 FEET SOUTH OF THE
 CW0017'EXTENDED CENTER LINE OF CHISUM STREET, 31 FEET SOUTH OF THE NORTHEAST
 CW0017'CORNER OF THE BUILDING, 2 FEET NORTH OF THE NORTH EDGE OF THE EAST
 CW0017'ENTRANCE, AND 2 FEET ABOVE THE GROUND.
 CW0017
 CW0017                          STATION RECOVERY (1982)
 CW0017
 CW0017'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CW0017'THE BUILDING IS NO LONGER AT THIS LOCATION AND THE MARK SHOULD BE
 CW0017'CONSIDERED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ1109 ***********************************************************************
 EQ1109  DESIGNATION -  F 10
 EQ1109  PID         -  EQ1109
 EQ1109  STATE/COUNTY-  NM/VALENCIA
 EQ1109  USGS QUAD   -  BELEN (1991)
 EQ1109
 EQ1109                         *CURRENT SURVEY CONTROL
 EQ1109  ___________________________________________________________________
 EQ1109* NAD 83(1992)-  34 41 12.69737(N)    106 51 40.40539(W)     ADJUSTED  
 EQ1109* NAVD 88     -      1591.25   (+/-2cm)    5220.6    (feet)  VERTCON   
 EQ1109  ___________________________________________________________________
 EQ1109  LAPLACE CORR-           0.07  (seconds)                    DEFLEC99
 EQ1109  GEOID HEIGHT-         -21.95  (meters)                     GEOID03
 EQ1109
 EQ1109  HORZ ORDER  -  THIRD
 EQ1109  VERT ORDER  -  THIRD ? (See Below)
 EQ1109
 EQ1109.The horizontal coordinates were established by classical geodetic methods
 EQ1109.and adjusted by the National Geodetic Survey in December 1993..
 EQ1109
 EQ1109.The NAVD 88 height was computed by applying the VERTCON shift value to
 EQ1109.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EQ1109.The vertical order pertains to the NGVD 29 superseded value.
 EQ1109
 EQ1109.The Laplace correction was computed from DEFLEC99 derived deflections.
 EQ1109
 EQ1109.The geoid height was determined by GEOID03.
 EQ1109
 EQ1109;                    North         East     Units Scale Factor Converg.
 EQ1109;SPC NM C     -   409,008.701   443,995.997   MT  0.99993865   -0 20 52.3
 EQ1109;SPC NM C     - 1,341,889.38  1,456,676.87   sFT  0.99993865   -0 20 52.3
 EQ1109;UTM  13      - 3,839,894.234   329,505.123   MT  0.99995829   -1 03 34.1
 EQ1109
 EQ1109!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EQ1109!SPC NM C     -   0.99975373  x   0.99993865  =   0.99969239
 EQ1109!UTM  13      -   0.99975373  x   0.99995829  =   0.99971203
 EQ1109
 EQ1109                          SUPERSEDED SURVEY CONTROL
 EQ1109
 EQ1109  NAD 83(1992)-  34 41 12.70219(N)    106 51 40.40542(W) AD(       ) 3
 EQ1109  NGVD 29 (01/22/92) 1590.43   (m)         5217.9    (f) LEVELING    3  
 EQ1109
 EQ1109.Superseded values are not recommended for survey control.
 EQ1109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ1109.See file dsdata.txt to determine how the superseded data were derived.
 EQ1109
 EQ1109_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU2950539894(NAD 83)
 EQ1109_MARKER: DS = TRIANGULATION STATION DISK
 EQ1109_SETTING: 0 = UNSPECIFIED SETTING
 EQ1109_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EQ1109
 EQ1109  HISTORY     - Date     Condition        Report By
 EQ1109  HISTORY     - 1946     MONUMENTED       USGS
 EQ1109
 EQ1109                          STATION DESCRIPTION
 EQ1109
 EQ1109'DESCRIBED BY US GEOLOGICAL SURVEY 1946
 EQ1109'STATION IS LOCATED 6.0 MI. W. OF BELEN ALONG MESA ROAD, THENCE 3.8 MI.
 EQ1109'N. ALONG DIM RD. ON E. RIM OF RIO PUERCO VALLEY, 0.7 MI. N. OF CHAVES
 EQ1109'GRANT LINE, 120 FT. N. AND 48 FT. INTERSECTION OF DIM T-RD. E.,
 EQ1109'APPROXIMATELY 180 FT. E. OF RIM, IN CONCRETE POST PROJECTING 6 IN.
 EQ1109'ABOVE GROUND.
 EQ1109'
 EQ1109'STATION MARK--STANDARD TABLET STAMPED---F-10 1946 5218---.
 EQ1109'
 EQ1109'REFERENCE MARK--180 FT. SW. OF TABLET, IN ROOT OF SMALL CEDAR TREE,
 EQ1109'COPPER NAIL AND WASHER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0541 ***********************************************************************
 CW0541  DESIGNATION -  F 100
 CW0541  PID         -  CW0541
 CW0541  STATE/COUNTY-  NM/OTERO
 CW0541  USGS QUAD   -  SACRAMENTO (1974)
 CW0541
 CW0541                         *CURRENT SURVEY CONTROL
 CW0541  ___________________________________________________________________
 CW0541* NAD 83(1986)-  32 47 44.     (N)    105 34 30.     (W)     SCALED    
 CW0541* NAVD 88     -      2232.396  (meters)    7324.12   (feet)  ADJUSTED  
 CW0541  ___________________________________________________________________
 CW0541  GEOID HEIGHT-         -20.08  (meters)                     GEOID03
 CW0541  DYNAMIC HT  -        2228.778 (meters)    7312.25  (feet)  COMP
 CW0541  MODELED GRAV-     978,935.9   (mgal)                       NAVD 88
 CW0541
 CW0541  VERT ORDER  -  SECOND    CLASS 0
 CW0541
 CW0541.The horizontal coordinates were scaled from a topographic map and have
 CW0541.an estimated accuracy of +/- 6 seconds.
 CW0541
 CW0541.The orthometric height was determined by differential leveling
 CW0541.and adjusted by the National Geodetic Survey in June 1991..
 CW0541
 CW0541.The geoid height was determined by GEOID03.
 CW0541
 CW0541.The dynamic height is computed by dividing the NAVD 88
 CW0541.geopotential number by the normal gravity value computed on the
 CW0541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0541.degrees latitude (g = 980.6199 gals.).
 CW0541
 CW0541.The modeled gravity was interpolated from observed gravity values.
 CW0541
 CW0541;                    North         East    Units  Estimated Accuracy
 CW0541;SPC NM C     -   199,280.      563,220.      MT  (+/- 180 meters Scaled)
 CW0541
 CW0541                          SUPERSEDED SURVEY CONTROL
 CW0541
 CW0541  NGVD 29 (??/??/92) 2231.585  (m)         7321.46   (f) ADJ UNCH    2 0
 CW0541
 CW0541.Superseded values are not recommended for survey control.
 CW0541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0541.See file dsdata.txt to determine how the superseded data were derived.
 CW0541
 CW0541_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDS461287(NAD 83)
 CW0541_MARKER: DB = BENCH MARK DISK
 CW0541_SETTING: 66 = SET IN ROCK OUTCROP
 CW0541_SP_SET: ROCK LEDGE
 CW0541_STAMPING: F 100 1934
 CW0541_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CW0541+STABILITY: POSITION/ELEVATION WELL
 CW0541
 CW0541  HISTORY     - Date     Condition        Report By
 CW0541  HISTORY     - 1934     MONUMENTED       CGS
 CW0541  HISTORY     - 1958     GOOD             NGS
 CW0541  HISTORY     - 1974     GOOD             USGS
 CW0541
 CW0541                          STATION DESCRIPTION
 CW0541
 CW0541'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CW0541'4.0 MI W FROM WEED.
 CW0541'ABOUT 0.15 MILE NORTH ALONG A DIRT ROAD FROM THE POST OFFICE AT WEED,
 CW0541'THENCE 3.85 MILES WEST ALONG A WINDING DIRT ROAD, ABOUT 0.75 MILE WEST
 CW0541'OF THE SACRAMENTO POST OFFICE, IN THE TOP OF THE BASE OF A ROCK LEDGE,
 CW0541'52 FEET NORTH OF THE CENTER LINE OF THE ROAD, ABOUT 0.1 MILE NORTHWEST
 CW0541'OF A CATTLE GUARD, 134 FEET NORTHWEST OF AND ACROSS THE ROAD FROM A
 CW0541'FENCE CORNER, 31 FEET SOUTH OF A TELEPHONE POLE, AND ABOUT 9 FEET
 CW0541'ABOVE THE LEVEL OF THE ROAD.
 CW0541
 CW0541                          STATION RECOVERY (1974)
 CW0541
 CW0541'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 CW0541'FROM THE W. END OF STATE HWY 521 AT THE BRIDGE CROSSING SOUTH ACROSS
 CW0541'AUGA CHIQUITA CANYON TO SACRAMENTO. ABOUT 0.75 MILES W. ALONG THE
 CW0541'AUGA CHIQUITA CANYON ROAD AND ACROSS THE ROAD, NORTH, FROM A HOUSE,
 CW0541'FROM THE CENTERLINE OF ROAD AT DRIVEWAY SOUTH 94 FEET W. ALONG
 CW0541'CENTERLINE OF ROAD, THENCE 42 FEET NORTH, IN THE TOP OF OF BASE OF A
 CW0541'ROCK LEDGE, AND ABOUT 12 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0465 ***********************************************************************
 EQ0465  DESIGNATION -  F 101
 EQ0465  PID         -  EQ0465
 EQ0465  STATE/COUNTY-  NM/SOCORRO
 EQ0465  USGS QUAD   -  TABLE MOUNTAIN (1995)
 EQ0465
 EQ0465                         *CURRENT SURVEY CONTROL
 EQ0465  ___________________________________________________________________
 EQ0465* NAD 83(1986)-  34 24 27.     (N)    107 35 48.     (W)     SCALED    
 EQ0465* NAVD 88     -      1985.894  (meters)    6515.39   (feet)  POSTED    
 EQ0465  ___________________________________________________________________
 EQ0465  GEOID HEIGHT-         -21.22  (meters)                     GEOID03
 EQ0465  DYNAMIC HT  -        1982.920 (meters)    6505.63  (feet)  COMP
 EQ0465  MODELED GRAV-     979,066.8   (mgal)                       NAVD 88
 EQ0465
 EQ0465  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EQ0465
 EQ0465.The horizontal coordinates were scaled from a topographic map and have
 EQ0465.an estimated accuracy of +/- 6 seconds.
 EQ0465
 EQ0465.The orthometric height was determined by differential leveling
 EQ0465.and adjusted by the National Geodetic Survey in 1992..
 EQ0465.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EQ0465.rate of 0.0 thru 1.0 mm/km.
 EQ0465
 EQ0465.The geoid height was determined by GEOID03.
 EQ0465
 EQ0465.The dynamic height is computed by dividing the NAVD 88
 EQ0465.geopotential number by the normal gravity value computed on the
 EQ0465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0465.degrees latitude (g = 980.6199 gals.).
 EQ0465
 EQ0465.The modeled gravity was interpolated from observed gravity values.
 EQ0465
 EQ0465;                    North         East    Units  Estimated Accuracy
 EQ0465;SPC NM C     -   378,670.      376,190.      MT  (+/- 180 meters Scaled)
 EQ0465
 EQ0465                          SUPERSEDED SURVEY CONTROL
 EQ0465
 EQ0465  NGVD 29 (??/??/92) 1985.031  (m)         6512.56   (f) ADJ UNCH    2 0
 EQ0465
 EQ0465.Superseded values are not recommended for survey control.
 EQ0465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0465.See file dsdata.txt to determine how the superseded data were derived.
 EQ0465
 EQ0465_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBU613103(NAD 83)
 EQ0465_MARKER: DB = BENCH MARK DISK
 EQ0465_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EQ0465_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EQ0465_STAMPING: F 101 1935
 EQ0465_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EQ0465+STABILITY: SURFACE MOTION
 EQ0465
 EQ0465  HISTORY     - Date     Condition        Report By
 EQ0465  HISTORY     - 1935     MONUMENTED       CGS
 EQ0465  HISTORY     - 1941     GOOD             NGS
 EQ0465
 EQ0465                          STATION DESCRIPTION
 EQ0465
 EQ0465'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 EQ0465'34.5 MI NW FROM MAGDALENA.
 EQ0465'TO REACH BENCH MARK FROM THE POST OFFICE AT MAGDALENA, PROCEED WEST ON
 EQ0465'U. S. HIGHWAY NO. 60, GO 1.7 MILES TO INTERSECTION OF STATE HIGHWAY
 EQ0465'NO. 52.  THENCE, TURN RIGHT (NORTH) ONTO STATE HIGHWAY NO. 52, GO 7.4
 EQ0465'MILES TO END OF GRADED ROAD.  THENCE, CONTINUE NORTHERLY ON TRACK
 EQ0465'ROAD, GO 3.1 MILES TO INTERSECTION OF ROAD TO PUERTECITO. THENCE,
 EQ0465'CONTINUE NORTHERLY, GO 10.0 MILES TO THE CHAVES RANCH BUILDINGS.
 EQ0465'THENCE, PASS RANCH AND CONTINUE WEST-NORTHWEST, GO 4.2 MILES TO A WIND
 EQ0465'MILL AND LARGE STONE TANK.  THENCE, PASS TANK AND GO 0.8 MILE TO FORK
 EQ0465'IN ROAD.  THENCE, TAKE LEFT FORK AND GO 2.5 MILES TO FORK IN ROAD.
 EQ0465'THENCE, TAKE RIGHT FORK AND GO 1.7 MILES TO FORK IN ROAD. THENCE, TAKE
 EQ0465'LEFT FORK AND GO 3.1 MILES TO THE FOOT OF TABLE TOP MOUNTAIN AND SITE
 EQ0465'OF BENCH MARK.  BENCH MARK IS AT THE FOOT OF TABLE TOP MOUNTAIN. 50.0
 EQ0465'FEET EAST OF AND ABOUT THE CENTERLINE OF THE ROAD AT THE INTERSECTION
 EQ0465'OF THE ROAD TO THE MARTIN RANCH.  21.0 FEET OF GATE POST IN FENCE ON
 EQ0465'WEST SIDE OF CORRAL.  3.0 FEET SOUTH OF A 4 X 4 INCH WOODEN MARKER
 EQ0465'POST.  AND 1.0 FOOT WEST OF CORRAL FENCE. THE MONUMENT PROJECTS 0.2
 EQ0465'FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0401 ***********************************************************************
 EQ0401  DESIGNATION -  F 102
 EQ0401  PID         -  EQ0401
 EQ0401  STATE/COUNTY-  NM/SOCORRO
 EQ0401  USGS QUAD   -  SILVER HILL (1995)
 EQ0401
 EQ0401                         *CURRENT SURVEY CONTROL
 EQ0401  ___________________________________________________________________
 EQ0401* NAD 83(1986)-  34 13 01.     (N)    107 21 22.     (W)     SCALED    
 EQ0401* NAVD 88     -      2105.007  (meters)    6906.18   (feet)  POSTED    
 EQ0401  ___________________________________________________________________
 EQ0401  GEOID HEIGHT-         -21.40  (meters)                     GEOID03
 EQ0401  DYNAMIC HT  -        2101.770 (meters)    6895.56  (feet)  COMP
 EQ0401  MODELED GRAV-     979,021.9   (mgal)                       NAVD 88
 EQ0401
 EQ0401  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EQ0401
 EQ0401.The horizontal coordinates were scaled from a topographic map and have
 EQ0401.an estimated accuracy of +/- 6 seconds.
 EQ0401
 EQ0401.The orthometric height was determined by differential leveling
 EQ0401.and adjusted by the National Geodetic Survey in 1992..
 EQ0401.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EQ0401.rate of 0.0 thru 1.0 mm/km.
 EQ0401
 EQ0401.The geoid height was determined by GEOID03.
 EQ0401
 EQ0401.The dynamic height is computed by dividing the NAVD 88
 EQ0401.geopotential number by the normal gravity value computed on the
 EQ0401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0401.degrees latitude (g = 980.6199 gals.).
 EQ0401
 EQ0401.The modeled gravity was interpolated from observed gravity values.
 EQ0401
 EQ0401;                    North         East    Units  Estimated Accuracy
 EQ0401;SPC NM C     -   357,270.      398,080.      MT  (+/- 180 meters Scaled)
 EQ0401
 EQ0401                          SUPERSEDED SURVEY CONTROL
 EQ0401
 EQ0401  NGVD 29 (??/??/92) 2104.095  (m)         6903.19   (f) ADJ UNCH    2 0
 EQ0401
 EQ0401.Superseded values are not recommended for survey control.
 EQ0401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0401.See file dsdata.txt to determine how the superseded data were derived.
 EQ0401
 EQ0401_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBT829887(NAD 83)
 EQ0401_MARKER: DB = BENCH MARK DISK
 EQ0401_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EQ0401_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EQ0401_STAMPING: F 102 1935
 EQ0401_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EQ0401+STABILITY: SURFACE MOTION
 EQ0401
 EQ0401  HISTORY     - Date     Condition        Report By
 EQ0401  HISTORY     - 1935     MONUMENTED       CGS
 EQ0401  HISTORY     - 1965     GOOD             USGS
 EQ0401
 EQ0401                          STATION DESCRIPTION
 EQ0401
 EQ0401'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 EQ0401'11.2 MI NW FROM MAGDALENA.
 EQ0401'MAGDALENA, ABOUT 11.2 MI. NW OF BY ROAD.  IN SE COR SEC 16, T 1 S R 5
 EQ0401'W., TO REACH FROM PO AT MAGDALENA GO W ON US 60 0.3 MI TO JCT. OF
 EQ0401'STATE HWY 52 FROM THE NORTH.  TURN RIGHT (NORTHERLY) 10.1 ALONG STATE
 EQ0401'52 TO TRACK ROAD JCT LEFT IN DRY LAKE CANYON BOTTOM.  TURN LEFT (NW)
 EQ0401'ALONG TRACK ROAD FOR 0.6 MI. AND STATION ON LEFT.  MARK IS 42 FT. W OF
 EQ0401'CENTERLINE TRACK ROAD AND 3 FT. S OF WITNESS POST.  IN CONCRETE POST
 EQ0401'PROJECTING 0.1 FT., A STD DISK STAMPED F 102 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0090 ***********************************************************************
 GM0090  DESIGNATION -  F 103
 GM0090  PID         -  GM0090
 GM0090  STATE/COUNTY-  NM/COLFAX
 GM0090  USGS QUAD   -  INGRAM LAKE (1974)
 GM0090
 GM0090                         *CURRENT SURVEY CONTROL
 GM0090  ___________________________________________________________________
 GM0090* NAD 83(1986)-  36 18 18.     (N)    104 14 27.     (W)     SCALED    
 GM0090* NAVD 88     -      1882.846  (meters)    6177.30   (feet)  ADJUSTED  
 GM0090  ___________________________________________________________________
 GM0090  GEOID HEIGHT-         -18.90  (meters)                     GEOID03
 GM0090  DYNAMIC HT  -        1880.477 (meters)    6169.53  (feet)  COMP
 GM0090  MODELED GRAV-     979,306.2   (mgal)                       NAVD 88
 GM0090
 GM0090  VERT ORDER  -  SECOND    CLASS 0
 GM0090
 GM0090.The horizontal coordinates were scaled from a topographic map and have
 GM0090.an estimated accuracy of +/- 6 seconds.
 GM0090
 GM0090.The orthometric height was determined by differential leveling
 GM0090.and adjusted by the National Geodetic Survey in June 1991..
 GM0090.WARNING-Repeat measurements at this control monument indicate possible
 GM0090.vertical movement.
 GM0090
 GM0090.The geoid height was determined by GEOID03.
 GM0090
 GM0090.The dynamic height is computed by dividing the NAVD 88
 GM0090.geopotential number by the normal gravity value computed on the
 GM0090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GM0090.degrees latitude (g = 980.6199 gals.).
 GM0090
 GM0090.The modeled gravity was interpolated from observed gravity values.
 GM0090
 GM0090;                    North         East    Units  Estimated Accuracy
 GM0090;SPC NM E     -   588,360.      173,310.      MT  (+/- 180 meters Scaled)
 GM0090
 GM0090                          SUPERSEDED SURVEY CONTROL
 GM0090
 GM0090  NGVD 29 (??/??/92) 1882.032  (m)         6174.63   (f) ADJ UNCH    2 0
 GM0090
 GM0090.Superseded values are not recommended for survey control.
 GM0090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0090.See file dsdata.txt to determine how the superseded data were derived.
 GM0090
 GM0090_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEA681180(NAD 83)
 GM0090_MARKER: DB = BENCH MARK DISK
 GM0090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GM0090_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GM0090_STAMPING: F 103 1934
 GM0090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GM0090+STABILITY: SURFACE MOTION
 GM0090
 GM0090  HISTORY     - Date     Condition        Report By
 GM0090  HISTORY     - 1934     MONUMENTED       CGS
 GM0090  HISTORY     - 1956     GOOD             NGS
 GM0090
 GM0090                          STATION DESCRIPTION
 GM0090
 GM0090'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GM0090'1.1 MI E FROM ABBOTT.
 GM0090'1.1 MILES EAST ALONG STATE HIGHWAY 58 FROM THE POST OFFICE AT ABBOTT,
 GM0090'32 FEET EAST OF THE CENTER LINE OF A DIM TRACK ROAD LEADING SOUTH,
 GM0090'59.5 FEET EAST OF A FENCE CORNER, 46 FEET SOUTH OF THE CENTER LINE OF
 GM0090'THE HIGHWAY, 23 FEET EAST OF A POWER POLE, 1.2 FEET NORTH OF A FENCE,
 GM0090'1.2 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 GM0090'WHICH IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0207 ***********************************************************************
 GN0207  DESIGNATION -  F 103
 GN0207  PID         -  GN0207
 GN0207  STATE/COUNTY-  NM/RIO ARRIBA
 GN0207  USGS QUAD   -  MOGOTE PEAK (1995)
 GN0207
 GN0207                         *CURRENT SURVEY CONTROL
 GN0207  ___________________________________________________________________
 GN0207* NAD 83(1986)-  36 29 36.     (N)    106 15 39.     (W)     SCALED    
 GN0207* NAVD 88     -      2671.359  (meters)    8764.28   (feet)  ADJUSTED  
 GN0207  ___________________________________________________________________
 GN0207  GEOID HEIGHT-         -17.46  (meters)                     GEOID03
 GN0207  DYNAMIC HT  -        2667.490 (meters)    8751.59  (feet)  COMP
 GN0207  MODELED GRAV-     979,086.4   (mgal)                       NAVD 88
 GN0207
 GN0207  VERT ORDER  -  SECOND    CLASS 0
 GN0207
 GN0207.The horizontal coordinates were scaled from a topographic map and have
 GN0207.an estimated accuracy of +/- 6 seconds.
 GN0207
 GN0207.The orthometric height was determined by differential leveling
 GN0207.and adjusted by the National Geodetic Survey in June 1991..
 GN0207
 GN0207.The geoid height was determined by GEOID03.
 GN0207
 GN0207.The dynamic height is computed by dividing the NAVD 88
 GN0207.geopotential number by the normal gravity value computed on the
 GN0207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GN0207.degrees latitude (g = 980.6199 gals.).
 GN0207
 GN0207.The modeled gravity was interpolated from observed gravity values.
 GN0207
 GN0207;                    North         East    Units  Estimated Accuracy
 GN0207;SPC NM C     -   609,250.      499,030.      MT  (+/- 180 meters Scaled)
 GN0207
 GN0207                          SUPERSEDED SURVEY CONTROL
 GN0207
 GN0207  NGVD 29 (??/??/92) 2669.990  (m)         8759.79   (f) ADJ UNCH    2 0
 GN0207
 GN0207.Superseded values are not recommended for survey control.
 GN0207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0207.See file dsdata.txt to determine how the superseded data were derived.
 GN0207
 GN0207_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCA870394(NAD 83)
 GN0207_MARKER: DB = BENCH MARK DISK
 GN0207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GN0207_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GN0207_STAMPING: F 103 1935
 GN0207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GN0207+STABILITY: SURFACE MOTION
 GN0207
 GN0207  HISTORY     - Date     Condition        Report By
 GN0207  HISTORY     - 1935     MONUMENTED       CGS
 GN0207  HISTORY     - 1941     GOOD             NGS
 GN0207
 GN0207                          STATION DESCRIPTION
 GN0207
 GN0207'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 GN0207'13.4 MI W FROM VALLECITOS.
 GN0207'TO REACH FROM THE POST OFFICE, PROCEED WESTERLY ALONG GRAVELED
 GN0207'MOUNTAIN ROAD TOWARDS CANJILON, GO 13.4 MILES.  BENCH MARK IS ON
 GN0207'OUTSIDE, NEAR SOUTHERLY END OF A SHARP CURVE ON STEEP GRADE.  IT IS 35
 GN0207'FEET SOUTHEASTERLY FROM EASTERLY END OF CORRUGATED METAL PIPE CULVERT
 GN0207'WITH A STONE CATCH BASIN.  IT IS 27 FEET EASTERLY FROM AND ABOUT 5.0
 GN0207'FEET ABOVE CENTER LINE OF THE ROAD.  IT IS 1.8 FEET NORTHERLY FROM A 4
 GN0207'X 4-INCH WOODEN POST.  STD. DISK IN CONCRETE POST PROJECTING ABOUT 0.3
 GN0207'FOOT ON DOWNHILL SIDE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0068 ***********************************************************************
 GN0068  DESIGNATION -  F 104
 GN0068  PID         -  GN0068
 GN0068  STATE/COUNTY-  NM/RIO ARRIBA
 GN0068  USGS QUAD   -  LAS TABLAS (1995)
 GN0068
 GN0068                         *CURRENT SURVEY CONTROL
 GN0068  ___________________________________________________________________
 GN0068* NAD 83(1986)-  36 30 47.     (N)    106 01 43.     (W)     SCALED    
 GN0068* NAVD 88     -      2359.074  (meters)    7739.73   (feet)  ADJUSTED  
 GN0068  ___________________________________________________________________
 GN0068  GEOID HEIGHT-         -17.54  (meters)                     GEOID03
 GN0068  DYNAMIC HT  -        2355.806 (meters)    7729.01  (feet)  COMP
 GN0068  MODELED GRAV-     979,161.6   (mgal)                       NAVD 88
 GN0068
 GN0068  VERT ORDER  -  SECOND    CLASS 0
 GN0068
 GN0068.The horizontal coordinates were scaled from a topographic map and have
 GN0068.an estimated accuracy of +/- 6 seconds.
 GN0068
 GN0068.The orthometric height was determined by differential leveling
 GN0068.and adjusted by the National Geodetic Survey in June 1991..
 GN0068
 GN0068.The geoid height was determined by GEOID03.
 GN0068
 GN0068.The dynamic height is computed by dividing the NAVD 88
 GN0068.geopotential number by the normal gravity value computed on the
 GN0068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GN0068.degrees latitude (g = 980.6199 gals.).
 GN0068
 GN0068.The modeled gravity was interpolated from observed gravity values.
 GN0068
 GN0068;                    North         East    Units  Estimated Accuracy
 GN0068;SPC NM C     -   611,460.      519,830.      MT  (+/- 180 meters Scaled)
 GN0068
 GN0068                          SUPERSEDED SURVEY CONTROL
 GN0068
 GN0068.No superseded survey control is available for this station.
 GN0068
 GN0068_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDA078413(NAD 83)
 GN0068_MARKER: DB = BENCH MARK DISK
 GN0068_SETTING: 66 = SET IN ROCK OUTCROP
 GN0068_SP_SET: SET IN ROCK OUTCROP
 GN0068_STAMPING: F-104 1935
 GN0068_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GN0068+STABILITY: POSITION/ELEVATION WELL
 GN0068
 GN0068  HISTORY     - Date     Condition        Report By
 GN0068  HISTORY     - 1935     MONUMENTED       CGS
 GN0068  HISTORY     - 1963     GOOD             USGS
 GN0068  HISTORY     - 1965     MARK NOT FOUND   USGS
 GN0068
 GN0068                          STATION DESCRIPTION
 GN0068
 GN0068'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 GN0068'11.6 MI E FROM VALLECITOS.
 GN0068'ABOUT 0.4 MILES NORTHEAST ALONG A DIRT ROAD FROM THE MAIN STREET JCT.
 GN0068'AT VALLECITOS, THENCE ABOUT 6.6 MILES E. ALONG THE JARITO MESA FIRE
 GN0068'ROAD TO A JCT, THENCE ALONG THE ROAD LEADING TO PETACA FOR 4.6 MILES,
 GN0068'ABOUT 2.0 MILE SW OF PETACA 44 WEST OF THE CENTERLINE OF THE ROAD A
 GN0068'STANDARD DISK STAMPED F-104 1935 ETC.
 GN0068
 GN0068                          STATION RECOVERY (1965)
 GN0068
 GN0068'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 GN0068'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0023 ***********************************************************************
 FN0023  DESIGNATION -  F 104 RESET
 FN0023  PID         -  FN0023
 FN0023  STATE/COUNTY-  NM/MORA
 FN0023  USGS QUAD   -  BEAVER CANYON (1971)
 FN0023
 FN0023                         *CURRENT SURVEY CONTROL
 FN0023  ___________________________________________________________________
 FN0023* NAD 83(1986)-  35 54 51.     (N)    104 21 01.     (W)     SCALED    
 FN0023* NAVD 88     -      1565.46   (meters)    5136.0    (feet)  RESET     
 FN0023  ___________________________________________________________________
 FN0023  GEOID HEIGHT-         -19.72  (meters)                     GEOID03
 FN0023
 FN0023  VERT ORDER  -  THIRD
 FN0023
 FN0023.The horizontal coordinates were scaled from a topographic map and have
 FN0023.an estimated accuracy of +/- 6 seconds.
 FN0023
 FN0023.The orthometric height was computed from unverified reset data.
 FN0023
 FN0023.The geoid height was determined by GEOID03.
 FN0023
 FN0023;                    North         East    Units  Estimated Accuracy
 FN0023;SPC NM E     -   545,000.      163,470.      MT  (+/- 180 meters Scaled)
 FN0023
 FN0023                          SUPERSEDED SURVEY CONTROL
 FN0023
 FN0023.No superseded survey control is available for this station.
 FN0023
 FN0023_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEV586746(NAD 83)
 FN0023_MARKER: DB = BENCH MARK DISK
 FN0023_SETTING: 80 = SET IN A BOULDER
 FN0023_STAMPING: F 104 RESET 1963
 FN0023_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FN0023+STABILITY: SURFACE MOTION
 FN0023
 FN0023  HISTORY     - Date     Condition        Report By
 FN0023  HISTORY     - 1963     MONUMENTED       CGS
 FN0023
 FN0023                          STATION DESCRIPTION
 FN0023
 FN0023'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 FN0023'11.1 MI W FROM ROY.
 FN0023'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 39 AND 120 IN ROY, GO
 FN0023'WESTERLY ON STATE HIGHWAY 120 FOR 10.4 MILES TO THE CENTER OF BRIDGE
 FN0023'OVER THE CANADIAN RIVER, THENCE CONTINUE ON HIGHWAY 120 FOR 0.7 MILE
 FN0023'TO BENCH MARK ON THE RIGHT, 78 FEET NORTH OF THE CENTER LINE OF
 FN0023'HIGHWAY, ABOUT 10 FEET SOUTH OF THE RIM OF CANYON, AND 1 FOOT
 FN0023'SOUTHEAST OF A SMALL ROCK CAIRN.  A STANDARD DISK STAMPED F 104 RESET
 FN0023'1963, IS CEMENTED IN A DRILL HOLE IN ROCK OUTCROP WHICH IS ABOUT 1
 FN0023'FOOT WIDE AND 2 FEET LONG AND PROJECTS ABOUT 4 INCHES.  THE ROAD AT
 FN0023'THE BENCH MARK CURVES FROM NORTHERLY TO WESTERLY AND RUNS WESTERLY
 FN0023'ABOUT 100 YARDS BEFORE CURVING LEFT AGAIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0965 ***********************************************************************
 GL0965  DESIGNATION -  F 105
 GL0965  PID         -  GL0965
 GL0965  STATE/COUNTY-  NM/HARDING
 GL0965  USGS QUAD   -  VALENCIA SPRING (1973)
 GL0965
 GL0965                         *CURRENT SURVEY CONTROL
 GL0965  ___________________________________________________________________
 GL0965* NAD 83(1986)-  36 03 01.     (N)    103 58 57.     (W)     SCALED    
 GL0965* NAVD 88     -      1696.113  (meters)    5564.66   (feet)  ADJUSTED  
 GL0965  ___________________________________________________________________
 GL0965  GEOID HEIGHT-         -19.72  (meters)                     GEOID03
 GL0965  DYNAMIC HT  -        1694.036 (meters)    5557.85  (feet)  COMP
 GL0965  MODELED GRAV-     979,346.9   (mgal)                       NAVD 88
 GL0965
 GL0965  VERT ORDER  -  SECOND    CLASS 0
 GL0965
 GL0965.The horizontal coordinates were scaled from a topographic map and have
 GL0965.an estimated accuracy of +/- 6 seconds.
 GL0965
 GL0965.The orthometric height was determined by differential leveling
 GL0965.and adjusted by the National Geodetic Survey in June 1991..
 GL0965
 GL0965.The geoid height was determined by GEOID03.
 GL0965
 GL0965.The dynamic height is computed by dividing the NAVD 88
 GL0965.geopotential number by the normal gravity value computed on the
 GL0965.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0965.degrees latitude (g = 980.6199 gals.).
 GL0965
 GL0965.The modeled gravity was interpolated from observed gravity values.
 GL0965
 GL0965;                    North         East    Units  Estimated Accuracy
 GL0965;SPC NM E     -   560,150.      196,610.      MT  (+/- 180 meters Scaled)
 GL0965
 GL0965                          SUPERSEDED SURVEY CONTROL
 GL0965
 GL0965  NGVD 29 (??/??/92) 1695.364  (m)         5562.21   (f) ADJ UNCH    2 0
 GL0965
 GL0965.Superseded values are not recommended for survey control.
 GL0965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0965.See file dsdata.txt to determine how the superseded data were derived.
 GL0965
 GL0965_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEV916900(NAD 83)
 GL0965_MARKER: DB = BENCH MARK DISK
 GL0965_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0965_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0965_STAMPING: F-105 1934
 GL0965_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0965+STABILITY: SURFACE MOTION
 GL0965
 GL0965  HISTORY     - Date     Condition        Report By
 GL0965  HISTORY     - 1934     MONUMENTED       CGS
 GL0965  HISTORY     - 1939     GOOD             NGS
 GL0965
 GL0965                          STATION DESCRIPTION
 GL0965
 GL0965'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GL0965'10.0 MI SW FROM YATES.
 GL0965'10.0 MILES SOUTHWEST OF SCHOOL HOUSE AT YATES 68 FEET NORTHWEST OF
 GL0965'JUNCTION OF HIGHWAY AND NORTH AND SOUTH SECTION LINE ROAD.  55 FEET
 GL0965'NORTH OF CENTERLINE OF STATE HIGHWAY 120.  NOTE-- THE SCHOOL HOUSE HAS
 GL0965'BEEN TORN DOWN.
 GL0965
 GL0965                          STATION RECOVERY (1939)
 GL0965
 GL0965'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1939
 GL0965'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0144 ***********************************************************************
 GN0144  DESIGNATION -  F 105
 GN0144  PID         -  GN0144
 GN0144  STATE/COUNTY-  NM/RIO ARRIBA
 GN0144  USGS QUAD   -  VALLE GRANDE PEAK (1995)
 GN0144
 GN0144                         *CURRENT SURVEY CONTROL
 GN0144  ___________________________________________________________________
 GN0144* NAD 83(1986)-  36 27 09.     (N)    106 10 17.     (W)     SCALED    
 GN0144* NAVD 88     -      2524.318  (meters)    8281.87   (feet)  ADJUSTED  
 GN0144  ___________________________________________________________________
 GN0144  GEOID HEIGHT-         -17.67  (meters)                     GEOID03
 GN0144  DYNAMIC HT  -        2520.762 (meters)    8270.20  (feet)  COMP
 GN0144  MODELED GRAV-     979,131.5   (mgal)                       NAVD 88
 GN0144
 GN0144  VERT ORDER  -  SECOND    CLASS 0
 GN0144
 GN0144.The horizontal coordinates were scaled from a topographic map and have
 GN0144.an estimated accuracy of +/- 6 seconds.
 GN0144
 GN0144.The orthometric height was determined by differential leveling
 GN0144.and adjusted by the National Geodetic Survey in June 1991..
 GN0144
 GN0144.The geoid height was determined by GEOID03.
 GN0144
 GN0144.The dynamic height is computed by dividing the NAVD 88
 GN0144.geopotential number by the normal gravity value computed on the
 GN0144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GN0144.degrees latitude (g = 980.6199 gals.).
 GN0144
 GN0144.The modeled gravity was interpolated from observed gravity values.
 GN0144
 GN0144;                    North         East    Units  Estimated Accuracy
 GN0144;SPC NM C     -   604,720.      507,050.      MT  (+/- 180 meters Scaled)
 GN0144
 GN0144                          SUPERSEDED SURVEY CONTROL
 GN0144
 GN0144  NGVD 29 (??/??/92) 2523.068  (m)         8277.77   (f) ADJ UNCH    2 0
 GN0144
 GN0144.Superseded values are not recommended for survey control.
 GN0144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0144.See file dsdata.txt to determine how the superseded data were derived.
 GN0144
 GN0144_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCA950347(NAD 83)
 GN0144_MARKER: DD = SURVEY DISK
 GN0144_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GN0144_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GN0144_STAMPING: F 105 1935
 GN0144_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GN0144+STABILITY: SURFACE MOTION
 GN0144
 GN0144  HISTORY     - Date     Condition        Report By
 GN0144  HISTORY     - 1935     MONUMENTED       USFS
 GN0144  HISTORY     - 1940     GOOD             NGS
 GN0144
 GN0144                          STATION DESCRIPTION
 GN0144
 GN0144'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 GN0144'6.3 MI SW FROM VALLECITOS.
 GN0144'6.3 MILES SOUTHWEST OF THE POST OFFICE TO REACH FROM THE POST OFFICE
 GN0144'IN VALLECITOS, PROCEED WEST ON STATE HIGHWAY NO. 96, GO 0.9 MILE.  AT
 GN0144'JUNCTION OF STATE HIGHWAY NO. 96 AND ROAD TO CANJILON, TURN LEFT
 GN0144'(SOUTHWEST) AND CONTINUE ON STATE HIGHWAY NO. 96 TOWARDS EL RITO, GO
 GN0144'5.4 MILES.  BENCH MARK IS ON TOP OF A HILL.  30 FEET EAST OF THE
 GN0144'CENTER LINE OF THE HIGHWAY.  8.0 FEET NORTH OF A LARGE PINE TREE. 2.0
 GN0144'FEET ABOVE LEVEL OF THE HIGHWAY.  MONUMENT PROJECTS 0.6 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0711 ***********************************************************************
 GL0711  DESIGNATION -  F 106
 GL0711  PID         -  GL0711
 GL0711  STATE/COUNTY-  NM/UNION
 GL0711  USGS QUAD   -  CLAYTON (1970)
 GL0711
 GL0711                         *CURRENT SURVEY CONTROL
 GL0711  ___________________________________________________________________
 GL0711* NAD 83(1986)-  36 25 52.     (N)    103 10 52.     (W)     SCALED    
 GL0711* NAVD 88     -      1530.924  (meters)    5022.71   (feet)  ADJUSTED  
 GL0711  ___________________________________________________________________
 GL0711  GEOID HEIGHT-         -22.10  (meters)                     GEOID03
 GL0711  DYNAMIC HT  -        1529.110 (meters)    5016.76  (feet)  COMP
 GL0711  MODELED GRAV-     979,392.8   (mgal)                       NAVD 88
 GL0711
 GL0711  VERT ORDER  -  FIRST     CLASS II
 GL0711
 GL0711.The horizontal coordinates were scaled from a topographic map and have
 GL0711.an estimated accuracy of +/- 6 seconds.
 GL0711
 GL0711.The orthometric height was determined by differential leveling
 GL0711.and adjusted by the National Geodetic Survey in June 1991..
 GL0711.WARNING-Repeat measurements at this control monument indicate possible
 GL0711.vertical movement.
 GL0711
 GL0711.The geoid height was determined by GEOID03.
 GL0711
 GL0711.The dynamic height is computed by dividing the NAVD 88
 GL0711.geopotential number by the normal gravity value computed on the
 GL0711.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0711.degrees latitude (g = 980.6199 gals.).
 GL0711
 GL0711.The modeled gravity was interpolated from observed gravity values.
 GL0711
 GL0711;                    North         East    Units  Estimated Accuracy
 GL0711;SPC NM E     -   602,970.      268,310.      MT  (+/- 180 meters Scaled)
 GL0711
 GL0711                          SUPERSEDED SURVEY CONTROL
 GL0711
 GL0711  NGVD 29 (??/??/92) 1530.190  (m)         5020.30   (f) ADJ UNCH    1 2
 GL0711
 GL0711.Superseded values are not recommended for survey control.
 GL0711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0711.See file dsdata.txt to determine how the superseded data were derived.
 GL0711
 GL0711_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA630333(NAD 83)
 GL0711_MARKER: DB = BENCH MARK DISK
 GL0711_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0711_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0711_STAMPING: F 106 1934
 GL0711_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0711+STABILITY: SURFACE MOTION
 GL0711
 GL0711  HISTORY     - Date     Condition        Report By
 GL0711  HISTORY     - 1934     MONUMENTED       CGS
 GL0711  HISTORY     - 1955     GOOD             NGS
 GL0711
 GL0711                          STATION DESCRIPTION
 GL0711
 GL0711'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GL0711'2.1 MI S FROM CLAYTON.
 GL0711'2.1 MILES SOUTH ALONG STATE HIGHWAY 18 FROM THE COURTHOUSE AT CLAYTON,
 GL0711'53 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 2.5 FEET SOUTH OF AN
 GL0711'EAST AND WEST FENCE, 5 FEET EAST OF A NORTH AND SOUTH FENCE, 6 FEET
 GL0711'SOUTHEAST OF A WITNESS POST, 184 FEET NORTH OF THE CENTER LINE OF A
 GL0711'TRACK ROAD LEADING EAST, SET IN THE TOP OF A CONCRETE POST WHICH
 GL0711'PROJECTS 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0756 ***********************************************************************
 FM0756  DESIGNATION -  F 108 RESET
 FM0756  PID         -  FM0756
 FM0756  STATE/COUNTY-  NM/HARDING
 FM0756  USGS QUAD   -  INDIAN BATHTUB (1973)
 FM0756
 FM0756                         *CURRENT SURVEY CONTROL
 FM0756  ___________________________________________________________________
 FM0756* NAD 83(1986)-  35 50 08.     (N)    103 35 19.     (W)     SCALED    
 FM0756* NAVD 88     -      1367.836  (meters)    4487.64   (feet)  ADJUSTED  
 FM0756  ___________________________________________________________________
 FM0756  GEOID HEIGHT-         -21.45  (meters)                     GEOID03
 FM0756  DYNAMIC HT  -        1366.203 (meters)    4482.28  (feet)  COMP
 FM0756  MODELED GRAV-     979,390.8   (mgal)                       NAVD 88
 FM0756
 FM0756  VERT ORDER  -  SECOND    CLASS 0
 FM0756
 FM0756.The horizontal coordinates were scaled from a topographic map and have
 FM0756.an estimated accuracy of +/- 6 seconds.
 FM0756
 FM0756.The orthometric height was determined by differential leveling
 FM0756.and adjusted by the National Geodetic Survey in June 1991..
 FM0756
 FM0756.The geoid height was determined by GEOID03.
 FM0756
 FM0756.The dynamic height is computed by dividing the NAVD 88
 FM0756.geopotential number by the normal gravity value computed on the
 FM0756.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0756.degrees latitude (g = 980.6199 gals.).
 FM0756
 FM0756.The modeled gravity was interpolated from observed gravity values.
 FM0756
 FM0756;                    North         East    Units  Estimated Accuracy
 FM0756;SPC NM E     -   536,530.      232,280.      MT  (+/- 180 meters Scaled)
 FM0756
 FM0756                          SUPERSEDED SURVEY CONTROL
 FM0756
 FM0756  NGVD 29 (??/??/92) 1367.191  (m)         4485.53   (f) ADJ UNCH    2 0
 FM0756
 FM0756.Superseded values are not recommended for survey control.
 FM0756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0756.See file dsdata.txt to determine how the superseded data were derived.
 FM0756
 FM0756_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFV274666(NAD 83)
 FM0756_MARKER: DB = BENCH MARK DISK
 FM0756_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0756_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0756_STAMPING: F 108 1934 RESET 1955
 FM0756_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0756+STABILITY: SURFACE MOTION
 FM0756
 FM0756  HISTORY     - Date     Condition        Report By
 FM0756  HISTORY     - 1955     MONUMENTED       CGS
 FM0756
 FM0756                          STATION DESCRIPTION
 FM0756
 FM0756'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 FM0756'8.2 MI W FROM ROSEBUD.
 FM0756'8.2 MILES WEST ALONG STATE HIGHWAY 65 FROM THE PUBLIC SCHOOL AT
 FM0756'ROSEBUD, 26 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 18.2 FEET
 FM0756'SOUTH OF THE SOUTH END OF A CATTLE GUARD, 3 FEET EAST OF A FENCE, 4.9
 FM0756'FEET SOUTH OF A WITNESS POST, 0.2 MILE WEST OF A LARGE SANDY WASH, SET
 FM0756'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE
 FM0756'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0006 ***********************************************************************
 EP0006  DESIGNATION -  F 109
 EP0006  PID         -  EP0006
 EP0006  STATE/COUNTY-  NM/DE BACA
 EP0006  USGS QUAD   -  GIBBONS RANCH (1982)
 EP0006
 EP0006                         *CURRENT SURVEY CONTROL
 EP0006  ___________________________________________________________________
 EP0006* NAD 83(1986)-  34 38 45.     (N)    104 23 18.     (W)     SCALED    
 EP0006* NAVD 88     -      1328.831  (meters)    4359.67   (feet)  ADJUSTED  
 EP0006  ___________________________________________________________________
 EP0006  GEOID HEIGHT-         -23.32  (meters)                     GEOID03
 EP0006  DYNAMIC HT  -        1327.066 (meters)    4353.88  (feet)  COMP
 EP0006  MODELED GRAV-     979,261.2   (mgal)                       NAVD 88
 EP0006
 EP0006  VERT ORDER  -  SECOND    CLASS 0
 EP0006
 EP0006.The horizontal coordinates were scaled from a topographic map and have
 EP0006.an estimated accuracy of +/- 6 seconds.
 EP0006
 EP0006.The orthometric height was determined by differential leveling
 EP0006.and adjusted by the National Geodetic Survey in June 1991..
 EP0006
 EP0006.The geoid height was determined by GEOID03.
 EP0006
 EP0006.The dynamic height is computed by dividing the NAVD 88
 EP0006.geopotential number by the normal gravity value computed on the
 EP0006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EP0006.degrees latitude (g = 980.6199 gals.).
 EP0006
 EP0006.The modeled gravity was interpolated from observed gravity values.
 EP0006
 EP0006;                    North         East    Units  Estimated Accuracy
 EP0006;SPC NM E     -   404,290.      159,960.      MT  (+/- 180 meters Scaled)
 EP0006
 EP0006                          SUPERSEDED SURVEY CONTROL
 EP0006
 EP0006  NGVD 29 (??/??/92) 1328.178  (m)         4357.53   (f) ADJ UNCH    2 0
 EP0006
 EP0006.Superseded values are not recommended for survey control.
 EP0006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EP0006.See file dsdata.txt to determine how the superseded data were derived.
 EP0006
 EP0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEU560339(NAD 83)
 EP0006_MARKER: DB = BENCH MARK DISK
 EP0006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EP0006_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EP0006_STAMPING: F-109 1934
 EP0006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EP0006+STABILITY: SURFACE MOTION
 EP0006
 EP0006  HISTORY     - Date     Condition        Report By
 EP0006  HISTORY     - 1934     MONUMENTED       CGS
 EP0006  HISTORY     - 1943     GOOD             NGS
 EP0006
 EP0006                          STATION DESCRIPTION
 EP0006
 EP0006'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EP0006'15.8 MI NW FROM FORT SUMNER.
 EP0006'15.8 MILES NORTHWEST OF A T AND S F RR DEPOT AT FORT SUMNER 156 FEET
 EP0006'EAST OF THE SOUTHEAST END OF LONG CURVE IN HIGHWAY.  69 FEET NORTHEAST
 EP0006'OF CENTERLINE OF STATE HIGHWAY 20.  NOTE-- MARK IS LOCATED ON
 EP0006'ABANDONED HWY NO. 84.
 EP0006
 EP0006                          STATION RECOVERY (1943)
 EP0006
 EP0006'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1943
 EP0006'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0152 ***********************************************************************
 CW0152  DESIGNATION -  F 11
 CW0152  PID         -  CW0152
 CW0152  STATE/COUNTY-  NM/EDDY
 CW0152  USGS QUAD   -  OTIS (1985)
 CW0152
 CW0152                         *CURRENT SURVEY CONTROL
 CW0152  ___________________________________________________________________
 CW0152* NAD 83(1986)-  32 19 52.     (N)    104 08 39.     (W)     SCALED    
 CW0152* NAVD 88     -       930.426  (meters)    3052.57   (feet)  POSTED    
 CW0152  ___________________________________________________________________
 CW0152  GEOID HEIGHT-         -24.70  (meters)                     GEOID03
 CW0152  DYNAMIC HT  -         929.090 (meters)    3048.19  (feet)  COMP
 CW0152  MODELED GRAV-     979,169.0   (mgal)                       NAVD 88
 CW0152
 CW0152  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 CW0152
 CW0152.The horizontal coordinates were scaled from a topographic map and have
 CW0152.an estimated accuracy of +/- 6 seconds.
 CW0152
 CW0152.The orthometric height was determined by differential leveling
 CW0152.and adjusted by the National Geodetic Survey in 1992..
 CW0152.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 CW0152.rate of 0.0 thru 1.0 mm/km.
 CW0152
 CW0152.The geoid height was determined by GEOID03.
 CW0152
 CW0152.The dynamic height is computed by dividing the NAVD 88
 CW0152.geopotential number by the normal gravity value computed on the
 CW0152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0152.degrees latitude (g = 980.6199 gals.).
 CW0152
 CW0152.The modeled gravity was interpolated from observed gravity values.
 CW0152
 CW0152;                    North         East    Units  Estimated Accuracy
 CW0152;SPC NM E     -   147,600.      182,810.      MT  (+/- 180 meters Scaled)
 CW0152
 CW0152                          SUPERSEDED SURVEY CONTROL
 CW0152
 CW0152.No superseded survey control is available for this station.
 CW0152
 CW0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SER805774(NAD 83)
 CW0152_MARKER: X = CHISELED CROSS
 CW0152_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CW0152_SP_SET: MILEPOST
 CW0152_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CW0152
 CW0152  HISTORY     - Date     Condition        Report By
 CW0152  HISTORY     - UNK      MONUMENTED       CGS
 CW0152  HISTORY     - 1957     GOOD             NGS
 CW0152
 CW0152                          STATION DESCRIPTION
 CW0152
 CW0152'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 CW0152'4.3 MI N FROM LOVING.
 CW0152'4.3 MILES NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 CW0152'THE STATION AT LOVING, ON THE TOP OF MILEPOST 191, 15 FEET NORTHWEST
 CW0152'OF BRIDGE 191 A, AND 7 FEET WEST OF THE WEST RAIL.  A CHISELED CROSS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0478 ***********************************************************************
 EO0478  DESIGNATION -  F 110
 EO0478  PID         -  EO0478
 EO0478  STATE/COUNTY-  NM/QUAY
 EO0478  USGS QUAD   -  RAGLAND (1987)
 EO0478
 EO0478                         *CURRENT SURVEY CONTROL
 EO0478  ___________________________________________________________________
 EO0478* NAD 83(1986)-  34 48 29.     (N)    103 38 10.     (W)     SCALED    
 EO0478* NAVD 88     -      1465.620  (meters)    4808.45   (feet)  ADJUSTED  
 EO0478  ___________________________________________________________________
 EO0478  GEOID HEIGHT-         -23.41  (meters)                     GEOID03
 EO0478  DYNAMIC HT  -        1463.692 (meters)    4802.13  (feet)  COMP
 EO0478  MODELED GRAV-     979,268.2   (mgal)                       NAVD 88
 EO0478
 EO0478  VERT ORDER  -  SECOND    CLASS 0
 EO0478
 EO0478.The horizontal coordinates were scaled from a topographic map and have
 EO0478.an estimated accuracy of +/- 6 seconds.
 EO0478
 EO0478.The orthometric height was determined by differential leveling
 EO0478.and adjusted by the National Geodetic Survey in June 1991..
 EO0478
 EO0478.The geoid height was determined by GEOID03.
 EO0478
 EO0478.The dynamic height is computed by dividing the NAVD 88
 EO0478.geopotential number by the normal gravity value computed on the
 EO0478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0478.degrees latitude (g = 980.6199 gals.).
 EO0478
 EO0478.The modeled gravity was interpolated from observed gravity values.
 EO0478
 EO0478;                    North         East    Units  Estimated Accuracy
 EO0478;SPC NM E     -   422,510.      228,790.      MT  (+/- 180 meters Scaled)
 EO0478
 EO0478                          SUPERSEDED SURVEY CONTROL
 EO0478
 EO0478  NGVD 29 (??/??/92) 1464.954  (m)         4806.27   (f) ADJ UNCH    2 0
 EO0478
 EO0478.Superseded values are not recommended for survey control.
 EO0478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0478.See file dsdata.txt to determine how the superseded data were derived.
 EO0478
 EO0478_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFU247526(NAD 83)
 EO0478_MARKER: DB = BENCH MARK DISK
 EO0478_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EO0478_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EO0478_STAMPING: F-110 1934
 EO0478_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EO0478+STABILITY: SURFACE MOTION
 EO0478
 EO0478  HISTORY     - Date     Condition        Report By
 EO0478  HISTORY     - 1934     MONUMENTED       CGS
 EO0478
 EO0478                          STATION DESCRIPTION
 EO0478
 EO0478'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EO0478'7.0 MI SE FROM RAGLAND.
 EO0478'7.0 MILES SOUTHEAST OF RAGLAND 30 FEET SOUTH OF EAST AND WEST SECTION
 EO0478'LINE ROAD.  3 FEET SOUTH OF FENCE CORNER.  2 FEET WEST OF FENCE LINE.
 EO0478'48 FEET EAST OF CENTERLINE OF STATE HIGHWAY 88.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0257 ***********************************************************************
 EO0257  DESIGNATION -  F 111
 EO0257  PID         -  EO0257
 EO0257  STATE/COUNTY-  NM/CURRY
 EO0257  USGS QUAD   -  PLEASANT HILL NW (1985)
 EO0257
 EO0257                         *CURRENT SURVEY CONTROL
 EO0257  ___________________________________________________________________
 EO0257* NAD 83(1986)-  34 42 18.     (N)    103 12 52.     (W)     SCALED    
 EO0257* NAVD 88     -      1383.392  (meters)    4538.68   (feet)  ADJUSTED  
 EO0257  ___________________________________________________________________
 EO0257  GEOID HEIGHT-         -23.79  (meters)                     GEOID03
 EO0257  DYNAMIC HT  -        1381.593 (meters)    4532.78  (feet)  COMP
 EO0257  MODELED GRAV-     979,286.1   (mgal)                       NAVD 88
 EO0257
 EO0257  VERT ORDER  -  SECOND    CLASS 0
 EO0257
 EO0257.The horizontal coordinates were scaled from a topographic map and have
 EO0257.an estimated accuracy of +/- 6 seconds.
 EO0257
 EO0257.The orthometric height was determined by differential leveling
 EO0257.and adjusted by the National Geodetic Survey in June 1991..
 EO0257
 EO0257.The geoid height was determined by GEOID03.
 EO0257
 EO0257.The dynamic height is computed by dividing the NAVD 88
 EO0257.geopotential number by the normal gravity value computed on the
 EO0257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0257.degrees latitude (g = 980.6199 gals.).
 EO0257
 EO0257.The modeled gravity was interpolated from observed gravity values.
 EO0257
 EO0257;                    North         East    Units  Estimated Accuracy
 EO0257;SPC NM E     -   411,420.      267,500.      MT  (+/- 180 meters Scaled)
 EO0257
 EO0257                          SUPERSEDED SURVEY CONTROL
 EO0257
 EO0257  NGVD 29 (??/??/92) 1382.766  (m)         4536.62   (f) ADJ UNCH    2 0
 EO0257
 EO0257.Superseded values are not recommended for survey control.
 EO0257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0257.See file dsdata.txt to determine how the superseded data were derived.
 EO0257
 EO0257_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFU635417(NAD 83)
 EO0257_MARKER: DB = BENCH MARK DISK
 EO0257_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EO0257_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EO0257_STAMPING: F-111 1934
 EO0257_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EO0257+STABILITY: SURFACE MOTION
 EO0257
 EO0257  HISTORY     - Date     Condition        Report By
 EO0257  HISTORY     - 1934     MONUMENTED       CGS
 EO0257  HISTORY     - 1970     MARK NOT FOUND   USGS
 EO0257
 EO0257                          STATION DESCRIPTION
 EO0257
 EO0257'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EO0257'7.9 MI S FROM BROADVIEW.
 EO0257'7.9 MILES SOUTH OF POST OFFICE AT BROADVIEW 27 FEET SOUTH OF
 EO0257'CENTERLINE OF SECTION LINE ROAD TO THE EAST.  2 FEET SOUTH OF EAST AND
 EO0257'WEST SECTION LINE FENCE.  60 FEET EAST OF CENTERLINE OF STATE HIGHWAY
 EO0257'18.
 EO0257
 EO0257                          STATION RECOVERY (1970)
 EO0257
 EO0257'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 EO0257'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0639 ***********************************************************************
 FM0639  DESIGNATION -  F 112
 FM0639  PID         -  FM0639
 FM0639  STATE/COUNTY-  NM/QUAY
 FM0639  USGS QUAD   -  SAN JON NW (1982)
 FM0639
 FM0639                         *CURRENT SURVEY CONTROL
 FM0639  ___________________________________________________________________
 FM0639* NAD 83(1986)-  35 07 51.     (N)    103 28 42.     (W)     SCALED    
 FM0639* NAVD 88     -      1196.592  (meters)    3925.82   (feet)  ADJUSTED  
 FM0639  ___________________________________________________________________
 FM0639  GEOID HEIGHT-         -23.49  (meters)                     GEOID03
 FM0639  DYNAMIC HT  -        1195.109 (meters)    3920.95  (feet)  COMP
 FM0639  MODELED GRAV-     979,354.1   (mgal)                       NAVD 88
 FM0639
 FM0639  VERT ORDER  -  SECOND    CLASS 0
 FM0639
 FM0639.The horizontal coordinates were scaled from a topographic map and have
 FM0639.an estimated accuracy of +/- 6 seconds.
 FM0639
 FM0639.The orthometric height was determined by differential leveling
 FM0639.and adjusted by the National Geodetic Survey in June 1991..
 FM0639
 FM0639.The geoid height was determined by GEOID03.
 FM0639
 FM0639.The dynamic height is computed by dividing the NAVD 88
 FM0639.geopotential number by the normal gravity value computed on the
 FM0639.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0639.degrees latitude (g = 980.6199 gals.).
 FM0639
 FM0639.The modeled gravity was interpolated from observed gravity values.
 FM0639
 FM0639;                    North         East    Units  Estimated Accuracy
 FM0639;SPC NM E     -   458,430.      242,920.      MT  (+/- 180 meters Scaled)
 FM0639
 FM0639                          SUPERSEDED SURVEY CONTROL
 FM0639
 FM0639  NGVD 29 (??/??/92) 1196.007  (m)         3923.90   (f) ADJ UNCH    2 0
 FM0639
 FM0639.Superseded values are not recommended for survey control.
 FM0639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0639.See file dsdata.txt to determine how the superseded data were derived.
 FM0639
 FM0639_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFU386886(NAD 83)
 FM0639_MARKER: DB = BENCH MARK DISK
 FM0639_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0639_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0639_STAMPING: F-112 1934
 FM0639_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0639+STABILITY: SURFACE MOTION
 FM0639
 FM0639  HISTORY     - Date     Condition        Report By
 FM0639  HISTORY     - 1934     MONUMENTED       CGS
 FM0639
 FM0639                          STATION DESCRIPTION
 FM0639
 FM0639'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FM0639'8.8 MI W FROM SAN JON.
 FM0639'8.8 MILES WEST OF ROCK ISLAND RR DEPOT AT SAN JON 87 FEET SOUTH OF
 FM0639'MILE POST 859.  58 FEET NORTH OF RIGHT-OF-WAY FENCE LINE.  42 FEET
 FM0639'SOUTH OF CENTERLINE OF ROCK ISLAND RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0164 ***********************************************************************
 EP0164  DESIGNATION -  F 12
 EP0164  PID         -  EP0164
 EP0164  STATE/COUNTY-  NM/GUADALUPE
 EP0164  USGS QUAD   -  PASTURA SE (1978)
 EP0164
 EP0164                         *CURRENT SURVEY CONTROL
 EP0164  ___________________________________________________________________
 EP0164* NAD 83(1986)-  34 49 14.     (N)    104 52 23.     (W)     SCALED    
 EP0164* NAVD 88     -      1571.769  (meters)    5156.71   (feet)  ADJUSTED  
 EP0164  ___________________________________________________________________
 EP0164  GEOID HEIGHT-         -21.72  (meters)                     GEOID03
 EP0164  DYNAMIC HT  -        1569.661 (meters)    5149.80  (feet)  COMP
 EP0164  MODELED GRAV-     979,238.0   (mgal)                       NAVD 88
 EP0164
 EP0164  VERT ORDER  -  FIRST     CLASS II
 EP0164
 EP0164.The horizontal coordinates were scaled from a topographic map and have
 EP0164.an estimated accuracy of +/- 6 seconds.
 EP0164
 EP0164.The orthometric height was determined by differential leveling
 EP0164.and adjusted by the National Geodetic Survey in June 1991..
 EP0164
 EP0164.The geoid height was determined by GEOID03.
 EP0164
 EP0164.The dynamic height is computed by dividing the NAVD 88
 EP0164.geopotential number by the normal gravity value computed on the
 EP0164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EP0164.degrees latitude (g = 980.6199 gals.).
 EP0164
 EP0164.The modeled gravity was interpolated from observed gravity values.
 EP0164
 EP0164;                    North         East    Units  Estimated Accuracy
 EP0164;SPC NM E     -   423,810.      115,630.      MT  (+/- 180 meters Scaled)
 EP0164
 EP0164                          SUPERSEDED SURVEY CONTROL
 EP0164
 EP0164  NGVD 29 (??/??/92) 1571.064  (m)         5154.40   (f) ADJ UNCH    1 2
 EP0164
 EP0164.Superseded values are not recommended for survey control.
 EP0164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EP0164.See file dsdata.txt to determine how the superseded data were derived.
 EP0164
 EP0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEU116531(NAD 83)
 EP0164_MARKER: DB = BENCH MARK DISK
 EP0164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EP0164_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EP0164_STAMPING: F 12 1927 5154.399
 EP0164_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EP0164+STABILITY: SURFACE MOTION
 EP0164
 EP0164  HISTORY     - Date     Condition        Report By
 EP0164  HISTORY     - 1927     MONUMENTED       CGS
 EP0164  HISTORY     - 1934     GOOD             NGS
 EP0164
 EP0164                          STATION DESCRIPTION
 EP0164
 EP0164'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 EP0164'5 MI NE FROM PASTURA.
 EP0164'ABOUT 5 MILES NORTHEAST OF PASTURA, GUADALUPE COUNTY, 150 YARDS
 EP0164'SOUTHWEST OF CONCRETE RAILWAY BRIDGE NO. 1552.05, 266 FEET SOUTHWEST
 EP0164'OF MILEPOST 1552, 0.5 MILE SOUTHWEST OF THE GUADALUPE SECTION HOUSE,
 EP0164'92 FEET EAST OF THE CENTER LINE OF THE TRACKS.  A STANDARD DISK,
 EP0164'STAMPED F 12 1927, AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0935 ***********************************************************************
 DS0935  DESIGNATION -  F 122
 DS0935  PID         -  DS0935
 DS0935  STATE/COUNTY-  NM/SOCORRO
 DS0935  USGS QUAD   -  KELLOG WELL (1965)
 DS0935
 DS0935                         *CURRENT SURVEY CONTROL
 DS0935  ___________________________________________________________________
 DS0935* NAD 83(1986)-  33 56 50.     (N)    107 40 33.     (W)     SCALED    
 DS0935* NAVD 88     -      2195.922  (meters)    7204.45   (feet)  ADJUSTED  
 DS0935  ___________________________________________________________________
 DS0935  GEOID HEIGHT-         -21.77  (meters)                     GEOID03
 DS0935  DYNAMIC HT  -        2192.440 (meters)    7193.03  (feet)  COMP
 DS0935  MODELED GRAV-     978,972.0   (mgal)                       NAVD 88
 DS0935
 DS0935  VERT ORDER  -  SECOND    CLASS 0
 DS0935
 DS0935.The horizontal coordinates were scaled from a topographic map and have
 DS0935.an estimated accuracy of +/- 6 seconds.
 DS0935
 DS0935.The orthometric height was determined by differential leveling
 DS0935.and adjusted by the National Geodetic Survey in June 1991..
 DS0935
 DS0935.The geoid height was determined by GEOID03.
 DS0935
 DS0935.The dynamic height is computed by dividing the NAVD 88
 DS0935.geopotential number by the normal gravity value computed on the
 DS0935.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0935.degrees latitude (g = 980.6199 gals.).
 DS0935
 DS0935.The modeled gravity was interpolated from observed gravity values.
 DS0935
 DS0935;                    North         East    Units  Estimated Accuracy
 DS0935;SPC NM C     -   327,720.      368,200.      MT  (+/- 180 meters Scaled)
 DS0935
 DS0935                          SUPERSEDED SURVEY CONTROL
 DS0935
 DS0935  NGVD 29 (??/??/92) 2194.974  (m)         7201.34   (f) ADJ UNCH    2 0
 DS0935
 DS0935.Superseded values are not recommended for survey control.
 DS0935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0935.See file dsdata.txt to determine how the superseded data were derived.
 DS0935
 DS0935_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBT527595(NAD 83)
 DS0935_MARKER: DB = BENCH MARK DISK
 DS0935_SETTING: 66 = SET IN ROCK OUTCROP
 DS0935_SP_SET: OUTCROP
 DS0935_STAMPING: F-122 1934
 DS0935_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DS0935+STABILITY: POSITION/ELEVATION WELL
 DS0935
 DS0935  HISTORY     - Date     Condition        Report By
 DS0935  HISTORY     - 1934     MONUMENTED       CGS
 DS0935
 DS0935                          STATION DESCRIPTION
 DS0935
 DS0935'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DS0935'15.1 MI E FROM DATIL.
 DS0935'15.1 MI. E. ALONG U.S. NO. 60, AND 10.0 MI. S. ON ROAD TO BEAVERHEAD
 DS0935'60 FT. S.E. OF THE CENTER OF ROAD, AND SET IN N.W. EDGE OF A LIMESTONE
 DS0935'OUTCROP, 4 FT. ABOVE ROAD BED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0063 ***********************************************************************
 DT0063  DESIGNATION -  F 123
 DT0063  PID         -  DT0063
 DT0063  STATE/COUNTY-  NM/CATRON
 DT0063  USGS QUAD   -  SPRING CANYON (1967)
 DT0063
 DT0063                         *CURRENT SURVEY CONTROL
 DT0063  ___________________________________________________________________
 DT0063* NAD 83(1986)-  33 25 24.     (N)    108 06 33.     (W)     SCALED    
 DT0063* NAVD 88     -      2042.479  (meters)    6701.03   (feet)  ADJUSTED  
 DT0063  ___________________________________________________________________
 DT0063  GEOID HEIGHT-         -22.46  (meters)                     GEOID03
 DT0063  DYNAMIC HT  -        2039.220 (meters)    6690.34  (feet)  COMP
 DT0063  MODELED GRAV-     978,968.6   (mgal)                       NAVD 88
 DT0063
 DT0063  VERT ORDER  -  SECOND    CLASS 0
 DT0063
 DT0063.The horizontal coordinates were scaled from a topographic map and have
 DT0063.an estimated accuracy of +/- 6 seconds.
 DT0063
 DT0063.The orthometric height was determined by differential leveling
 DT0063.and adjusted by the National Geodetic Survey in June 1991..
 DT0063
 DT0063.The geoid height was determined by GEOID03.
 DT0063
 DT0063.The dynamic height is computed by dividing the NAVD 88
 DT0063.geopotential number by the normal gravity value computed on the
 DT0063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0063.degrees latitude (g = 980.6199 gals.).
 DT0063
 DT0063.The modeled gravity was interpolated from observed gravity values.
 DT0063
 DT0063;                    North         East    Units  Estimated Accuracy
 DT0063;SPC NM W     -   268,740.      804,350.      MT  (+/- 180 meters Scaled)
 DT0063
 DT0063                          SUPERSEDED SURVEY CONTROL
 DT0063
 DT0063  NGVD 29 (??/??/92) 2041.565  (m)         6698.03   (f) ADJ UNCH    2 0
 DT0063
 DT0063.Superseded values are not recommended for survey control.
 DT0063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0063.See file dsdata.txt to determine how the superseded data were derived.
 DT0063
 DT0063_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYC687019(NAD 83)
 DT0063_MARKER: DB = BENCH MARK DISK
 DT0063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DT0063_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DT0063_STAMPING: F-123 1934
 DT0063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DT0063+STABILITY: SURFACE MOTION
 DT0063
 DT0063  HISTORY     - Date     Condition        Report By
 DT0063  HISTORY     - 1934     MONUMENTED       CGS
 DT0063  HISTORY     - 1968     GOOD             USGS
 DT0063
 DT0063                          STATION DESCRIPTION
 DT0063
 DT0063'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 DT0063'2.3 MI S FROM BEAVERHEAD.
 DT0063'2.3 MILES SOUTH ALONG STATE HIGHWAY 61 FROM THE RANGER STATION AT
 DT0063'BEAVERHEAD, CATRON COUNTY, AT THE JUNCTION OF OLD STATE HIGHWAY 185
 DT0063'LEADING EAST, 42 FEET SOUTH OF THE CENTER LINE OF THE OLD HIGHWAY, 22
 DT0063'FEET EAST OF THE CENTER LINE OF STATE HIGHWAY 61, 3 FEET WEST OF A
 DT0063'WHITE WOODEN WITNESS POST, AND LEVEL WITH THE HIGHWAY.  SET IN THE TOP
 DT0063'OF A CONCRETE POST PROJECTING 0.8 FOOT ABOVE GROUND.  NOTE-- 400 FT.
 DT0063'SOUTH OF THE ENTRANCE TO BEAVERHEAD RANGER STATION, AT THE JUNCTION OF
 DT0063'STATE HIGHWAY 59, ETC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0641 ***********************************************************************
 CW0641  DESIGNATION -  F 1236
 CW0641  PID         -  CW0641
 CW0641  STATE/COUNTY-  NM/EDDY
 CW0641  USGS QUAD   -  GRAPEVINE DRAW (1978)
 CW0641
 CW0641                         *CURRENT SURVEY CONTROL
 CW0641  ___________________________________________________________________
 CW0641* NAD 83(1986)-  32 00 22.     (N)    104 34 44.     (W)     SCALED    
 CW0641* NAVD 88     -      1269.402  (meters)    4164.70   (feet)  ADJUSTED  
 CW0641  ___________________________________________________________________
 CW0641  GEOID HEIGHT-         -23.61  (meters)                     GEOID03
 CW0641  DYNAMIC HT  -        1267.477 (meters)    4158.38  (feet)  COMP
 CW0641  MODELED GRAV-     979,078.9   (mgal)                       NAVD 88
 CW0641
 CW0641  VERT ORDER  -  FIRST     CLASS I
 CW0641
 CW0641.The horizontal coordinates were scaled from a topographic map and have
 CW0641.an estimated accuracy of +/- 6 seconds.
 CW0641
 CW0641.The orthometric height was determined by differential leveling
 CW0641.and adjusted by the National Geodetic Survey in June 1991..
 CW0641
 CW0641.The geoid height was determined by GEOID03.
 CW0641
 CW0641.The dynamic height is computed by dividing the NAVD 88
 CW0641.geopotential number by the normal gravity value computed on the
 CW0641.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0641.degrees latitude (g = 980.6199 gals.).
 CW0641
 CW0641.The modeled gravity was interpolated from observed gravity values.
 CW0641
 CW0641;                    North         East    Units  Estimated Accuracy
 CW0641;SPC NM E     -   111,570.      141,800.      MT  (+/- 180 meters Scaled)
 CW0641
 CW0641                          SUPERSEDED SURVEY CONTROL
 CW0641
 CW0641  NGVD 29 (??/??/92) 1268.837  (m)         4162.84   (f) ADJ UNCH    1 1
 CW0641
 CW0641.Superseded values are not recommended for survey control.
 CW0641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0641.See file dsdata.txt to determine how the superseded data were derived.
 CW0641
 CW0641_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SER397411(NAD 83)
 CW0641_MARKER: DB = BENCH MARK DISK
 CW0641_SETTING: 66 = SET IN ROCK OUTCROP
 CW0641_SP_SET: OUTCROP
 CW0641_STAMPING: F 1236 1977
 CW0641_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CW0641+STABILITY: POSITION/ELEVATION WELL
 CW0641
 CW0641  HISTORY     - Date     Condition        Report By
 CW0641  HISTORY     - 1977     MONUMENTED       NGS
 CW0641
 CW0641                          STATION DESCRIPTION
 CW0641
 CW0641'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CW0641'20.55 MI NE FROM PINE SPRINGS, TX.
 CW0641'17.9 MILES NORTHEAST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE
 CW0641'STATE HIGHWAY MAINTENANCE YARD AT PINE SPRINGS, THENCE 2.2
 CW0641'MILES NORTHWEST ALONG A GRADED DIRT ROAD TO A RANCH HOUSE,
 CW0641'THENCE 0.45 MILE NORTHWEST ALONG A ROCKY TRACK ROAD, SET IN THE
 CW0641'TOP OF A LIMESTONE OUTCROP, 0.1 MILE NORTHWEST OF THE CREST OF
 CW0641'A HILL, 51 FT. NORTHEAST OF THE CENTER LINE OF THE ROAD,
 CW0641'SURROUNDED BY A CIRCLE OF LOOSE ROCKS, AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0087 ***********************************************************************
 CY0087  DESIGNATION -  F 124
 CY0087  PID         -  CY0087
 CY0087  STATE/COUNTY-  NM/GRANT
 CY0087  USGS QUAD   -  ALLIE CANYON (1992)
 CY0087
 CY0087                         *CURRENT SURVEY CONTROL
 CY0087  ___________________________________________________________________
 CY0087* NAD 83(1986)-  32 58 39.     (N)    108 03 09.     (W)     SCALED    
 CY0087* NAVD 88     -      2012.220  (meters)    6601.76   (feet)  ADJUSTED  
 CY0087  ___________________________________________________________________
 CY0087  GEOID HEIGHT-         -22.99  (meters)                     GEOID03
 CY0087  DYNAMIC HT  -        2008.973 (meters)    6591.11  (feet)  COMP
 CY0087  MODELED GRAV-     978,952.5   (mgal)                       NAVD 88
 CY0087
 CY0087  VERT ORDER  -  SECOND    CLASS 0
 CY0087
 CY0087.The horizontal coordinates were scaled from a topographic map and have
 CY0087.an estimated accuracy of +/- 6 seconds.
 CY0087
 CY0087.The orthometric height was determined by differential leveling
 CY0087.and adjusted by the National Geodetic Survey in June 1991..
 CY0087
 CY0087.The geoid height was determined by GEOID03.
 CY0087
 CY0087.The dynamic height is computed by dividing the NAVD 88
 CY0087.geopotential number by the normal gravity value computed on the
 CY0087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0087.degrees latitude (g = 980.6199 gals.).
 CY0087
 CY0087.The modeled gravity was interpolated from observed gravity values.
 CY0087
 CY0087;                    North         East    Units  Estimated Accuracy
 CY0087;SPC NM W     -   219,280.      809,520.      MT  (+/- 180 meters Scaled)
 CY0087
 CY0087                          SUPERSEDED SURVEY CONTROL
 CY0087
 CY0087  NGVD 29 (??/??/92) 2011.285  (m)         6598.69   (f) ADJ UNCH    2 0
 CY0087
 CY0087.Superseded values are not recommended for survey control.
 CY0087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0087.See file dsdata.txt to determine how the superseded data were derived.
 CY0087
 CY0087_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYB754526(NAD 83)
 CY0087_MARKER: DB = BENCH MARK DISK
 CY0087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0087_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0087_STAMPING: F-124 1934
 CY0087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0087+STABILITY: SURFACE MOTION
 CY0087
 CY0087  HISTORY     - Date     Condition        Report By
 CY0087  HISTORY     - 1934     MONUMENTED       CGS
 CY0087
 CY0087                          STATION DESCRIPTION
 CY0087
 CY0087'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CY0087'10.0 MI N FROM MIMBRES.
 CY0087'10.0 MI. N. ALONG ROAD TO BEAVERHEAD.  AT THE JUNCTION, OF ROAD TO
 CY0087'SAPILLO AND ROAD TO BEAVERHEAD 52 FT. N.E. OF THE CENTER LINE OF
 CY0087'INTERSECTION OF ROADS, AND 22 FT. E. OF THE CENTER LINE OF ROAD TO
 CY0087'BEAVERHEAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1068 ***********************************************************************
 CX1068  DESIGNATION -  F 125
 CX1068  PID         -  CX1068
 CX1068  STATE/COUNTY-  NM/LUNA
 CX1068  USGS QUAD   -  SPALDING (1964)
 CX1068
 CX1068                         *CURRENT SURVEY CONTROL
 CX1068  ___________________________________________________________________
 CX1068* NAD 83(1986)-  32 26 56.     (N)    107 53 19.     (W)     SCALED    
 CX1068* NAVD 88     -      1459.868  (meters)    4789.58   (feet)  ADJUSTED  
 CX1068  ___________________________________________________________________
 CX1068  GEOID HEIGHT-         -24.28  (meters)                     GEOID03
 CX1068  DYNAMIC HT  -        1457.633 (meters)    4782.25  (feet)  COMP
 CX1068  MODELED GRAV-     979,056.7   (mgal)                       NAVD 88
 CX1068
 CX1068  VERT ORDER  -  FIRST     CLASS II
 CX1068
 CX1068.The horizontal coordinates were scaled from a topographic map and have
 CX1068.an estimated accuracy of +/- 6 seconds.
 CX1068
 CX1068.The orthometric height was determined by differential leveling
 CX1068.and adjusted by the National Geodetic Survey in June 1991..
 CX1068
 CX1068.The geoid height was determined by GEOID03.
 CX1068
 CX1068.The dynamic height is computed by dividing the NAVD 88
 CX1068.geopotential number by the normal gravity value computed on the
 CX1068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX1068.degrees latitude (g = 980.6199 gals.).
 CX1068
 CX1068.The modeled gravity was interpolated from observed gravity values.
 CX1068
 CX1068;                    North         East    Units  Estimated Accuracy
 CX1068;SPC NM W     -   160,640.      824,800.      MT  (+/- 180 meters Scaled)
 CX1068
 CX1068                          SUPERSEDED SURVEY CONTROL
 CX1068
 CX1068  NGVD 29 (??/??/92) 1459.072  (m)         4786.97   (f) ADJ UNCH    1 2
 CX1068
 CX1068.Superseded values are not recommended for survey control.
 CX1068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1068.See file dsdata.txt to determine how the superseded data were derived.
 CX1068
 CX1068_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBR284938(NAD 83)
 CX1068_MARKER: DB = BENCH MARK DISK
 CX1068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX1068_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CX1068_STAMPING: F 125 1934
 CX1068_PROJECTION: PROJECTING 23 CENTIMETERS
 CX1068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX1068+STABILITY: SURFACE MOTION
 CX1068
 CX1068  HISTORY     - Date     Condition        Report By
 CX1068  HISTORY     - 1934     MONUMENTED       CGS
 CX1068  HISTORY     - 1953     GOOD             NGS
 CX1068  HISTORY     - 1979     GOOD             NGS
 CX1068
 CX1068                          STATION DESCRIPTION
 CX1068
 CX1068'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CX1068'16.6 MI S FROM DWYER.
 CX1068'16.6 MILES SOUTH ALONG NEW MEXICO STATE HIGHWAY 61 FROM THE GRADE
 CX1068'SCHOOL AT DWYER, 23 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 6.0
 CX1068'FEET EAST OF A FENCE, 3.0 FEET NORTH OF A WITNESS POST, ABOUT LEVEL
 CX1068'WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.9
 CX1068'FOOT ABOVE THE GROUND.
 CX1068
 CX1068                          STATION RECOVERY (1979)
 CX1068
 CX1068'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CX1068'0.2 KILOMETER (0.1 MILE) EAST ALONG SPRUCE STREET FROM THE POST OFFICE
 CX1068'IN DEMING, THENCE 19.8 KILOMETERS (12.2 MILES) NORTHWEST ALONG U.S.
 CX1068'HIGHWAY 180, THENCE 4.4 KILOMETERS (2.7 MILES) NORTH ALONG A GRAVEL
 CX1068'ROAD (OLD STATE HIGHWAY 61), 1.3 KILOMETERS (0.8 MILE) NORTH OF A
 CX1068'CATTLE GUARD ACROSS THE ROAD, 0.5 KILOMETER (0.2 MILE) SOUTH OF A
 CX1068'DIRT CROSSROAD, 7.0 METER (23.0 FEET) WEST OF THE CENTER OF THE ROAD
 CX1068'AND 1.8 METERS (6.0 FEET) EAST OF A FENCE.  NOTE= THIS MARK IS SOLID,
 CX1068'BUT IS LEANING TO THE SOUTH.
 CX1068'THE MARK IS 0.6 METERS  N FROM A WITNESS POST.
 CX1068'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY1301 ***********************************************************************
 CY1301  DESIGNATION -  F 126 RESET
 CY1301  PID         -  CY1301
 CY1301  STATE/COUNTY-  NM/GRANT
 CY1301  USGS QUAD   -  TYRONE (1992)
 CY1301
 CY1301                         *CURRENT SURVEY CONTROL
 CY1301  ___________________________________________________________________
 CY1301* NAD 83(1986)-  32 41 13.     (N)    108 18 57.     (W)     SCALED    
 CY1301* NAVD 88     -      1804.86   (+/-2cm)    5921.4    (feet)  VERTCON   
 CY1301  ___________________________________________________________________
 CY1301  GEOID HEIGHT-         -24.14  (meters)                     GEOID03
 CY1301
 CY1301  VERT ORDER  -  THIRD (See Below)
 CY1301
 CY1301.The horizontal coordinates were scaled from a topographic map and have
 CY1301.an estimated accuracy of +/- 6 seconds.
 CY1301
 CY1301.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY1301.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY1301.The vertical order pertains to the NGVD 29 superseded value.
 CY1301
 CY1301.The geoid height was determined by GEOID03.
 CY1301
 CY1301;                    North         East    Units  Estimated Accuracy
 CY1301;SPC NM W     -   187,140.      784,750.      MT  (+/- 180 meters Scaled)
 CY1301
 CY1301                          SUPERSEDED SURVEY CONTROL
 CY1301
 CY1301  NGVD 29 (06/15/00) 1803.93   (m)         5918.4    (f) RESET       3  
 CY1301
 CY1301.Superseded values are not recommended for survey control.
 CY1301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1301.See file dsdata.txt to determine how the superseded data were derived.
 CY1301
 CY1301_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYB516197(NAD 83)
 CY1301_MARKER: DV = VERTICAL CONTROL DISK
 CY1301_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY1301_SP_SET: CONCRETE POST
 CY1301_STAMPING: F 126 RESET 1983
 CY1301_MARK LOGO: NGS   
 CY1301_MAGNETIC: N = NO MAGNETIC MATERIAL
 CY1301_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY1301+STABILITY: SURFACE MOTION
 CY1301
 CY1301  HISTORY     - Date     Condition        Report By
 CY1301  HISTORY     - 1983     MONUMENTED       NMHD
 CY1301
 CY1301                          STATION DESCRIPTION
 CY1301
 CY1301'DESCRIBED BY NM HIGHWAY DEPT 1983
 CY1301'6.6 MILES SOUTHWEST ALONG STATE HIGHWAY 90 FROM THE COURTHOUSE AT
 CY1301'SILVER CITY, ABOUT 0.2 MILES NORTH OF THE CROSSING OF A POWER
 CY1301'TRANSMISSION LINE, ABOUT 140 FEET EAST OF THE CENTERLINE OF MEDIAN OF
 CY1301'THE HIGHWAY, 172 FEET SOUTHWEST OF A POWER TRANSMISSION LINE POLE AND
 CY1301'40 FEET EAST OF A FENCE.  A NEW MEXICO STATE HIGHWAY DEPARTMENT
 CY1301'SURVEY SIGN AND WITNESS POST BEARS NORTH 3 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1148 ***********************************************************************
 CX1148  DESIGNATION -  F 127
 CX1148  PID         -  CX1148
 CX1148  STATE/COUNTY-  NM/GRANT
 CX1148  USGS QUAD   -  HILLSBORO PEAK (1985)
 CX1148
 CX1148                         *CURRENT SURVEY CONTROL
 CX1148  ___________________________________________________________________
 CX1148* NAD 83(1986)-  32 54 49.     (N)    107 46 33.     (W)     SCALED    
 CX1148* NAVD 88     -      2364.366  (meters)    7757.09   (feet)  ADJUSTED  
 CX1148  ___________________________________________________________________
 CX1148  GEOID HEIGHT-         -22.84  (meters)                     GEOID03
 CX1148  DYNAMIC HT  -        2360.416 (meters)    7744.13  (feet)  COMP
 CX1148  MODELED GRAV-     978,881.1   (mgal)                       NAVD 88
 CX1148
 CX1148  VERT ORDER  -  SECOND    CLASS 0
 CX1148
 CX1148.The horizontal coordinates were scaled from a topographic map and have
 CX1148.an estimated accuracy of +/- 6 seconds.
 CX1148
 CX1148.The orthometric height was determined by differential leveling
 CX1148.and adjusted by the National Geodetic Survey in June 1991..
 CX1148
 CX1148.The geoid height was determined by GEOID03.
 CX1148
 CX1148.The dynamic height is computed by dividing the NAVD 88
 CX1148.geopotential number by the normal gravity value computed on the
 CX1148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX1148.degrees latitude (g = 980.6199 gals.).
 CX1148
 CX1148.The modeled gravity was interpolated from observed gravity values.
 CX1148
 CX1148;                    North         East    Units  Estimated Accuracy
 CX1148;SPC NM W     -   212,180.      835,380.      MT  (+/- 180 meters Scaled)
 CX1148
 CX1148                          SUPERSEDED SURVEY CONTROL
 CX1148
 CX1148  NGVD 29 (??/??/92) 2363.361  (m)         7753.79   (f) ADJ UNCH    2 0
 CX1148
 CX1148.Superseded values are not recommended for survey control.
 CX1148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1148.See file dsdata.txt to determine how the superseded data were derived.
 CX1148
 CX1148_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBS403451(NAD 83)
 CX1148_MARKER: DB = BENCH MARK DISK
 CX1148_SETTING: 80 = SET IN A BOULDER
 CX1148_STAMPING: F 127 1934
 CX1148_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX1148+STABILITY: SURFACE MOTION
 CX1148
 CX1148  HISTORY     - Date     Condition        Report By
 CX1148  HISTORY     - 1934     MONUMENTED       CGS
 CX1148  HISTORY     - 1953     GOOD             NGS
 CX1148
 CX1148                          STATION DESCRIPTION
 CX1148
 CX1148'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CX1148'8.8 MI SW FROM KINGSTON.
 CX1148'0.3 MILE NORTHEAST ALONG A DIRT ROAD FROM THE BLACK MT. LODGE HOTEL AT
 CX1148'KINGSTON, THENCE 8.5 MILES SOUTHWEST ALONG STATE HIGHWAY 180, 0.8 MILE
 CX1148'SOUTHWEST OF THE TOP OF A PASS, 0.8 MILE SOUTHWEST OF THE GRANT AND
 CX1148'SIERRA COUNTY LINE, 50 YARDS WEST OF THE WEST END OF A CATTLE GUARD
 CX1148'WHICH IS AT THE SOUTH ENTRANCE TO WRIGHTS CABIN CAMP, 113 FEET NORTH
 CX1148'OF THE CENTER LINE OF THE HIGHWAY, 77 FEET WEST OF A 30 INCH PINE
 CX1148'TREE, 12.5 FEET NORTH OF A FENCE, 30 FEET ABOVE THE LEVEL OF THE
 CX1148'HIGHWAY, 1.7 FEET ABOVE THE GROUND, SET IN THE TOP OF A 3X4 FEET
 CX1148'BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0041 ***********************************************************************
 DT0041  DESIGNATION -  F 128
 DT0041  PID         -  DT0041
 DT0041  STATE/COUNTY-  NM/CATRON
 DT0041  USGS QUAD   -  O BAR O CANYON WEST (1981)
 DT0041
 DT0041                         *CURRENT SURVEY CONTROL
 DT0041  ___________________________________________________________________
 DT0041* NAD 83(1986)-  33 34 23.     (N)    108 22 21.     (W)     SCALED    
 DT0041* NAVD 88     -      2326.007  (meters)    7631.24   (feet)  ADJUSTED  
 DT0041  ___________________________________________________________________
 DT0041  GEOID HEIGHT-         -22.34  (meters)                     GEOID03
 DT0041  DYNAMIC HT  -        2322.183 (meters)    7618.70  (feet)  COMP
 DT0041  MODELED GRAV-     978,908.8   (mgal)                       NAVD 88
 DT0041
 DT0041  VERT ORDER  -  SECOND    CLASS 0
 DT0041
 DT0041.The horizontal coordinates were scaled from a topographic map and have
 DT0041.an estimated accuracy of +/- 6 seconds.
 DT0041
 DT0041.The orthometric height was determined by differential leveling
 DT0041.and adjusted by the National Geodetic Survey in June 1991..
 DT0041
 DT0041.The geoid height was determined by GEOID03.
 DT0041
 DT0041.The dynamic height is computed by dividing the NAVD 88
 DT0041.geopotential number by the normal gravity value computed on the
 DT0041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0041.degrees latitude (g = 980.6199 gals.).
 DT0041
 DT0041.The modeled gravity was interpolated from observed gravity values.
 DT0041
 DT0041;                    North         East    Units  Estimated Accuracy
 DT0041;SPC NM W     -   285,440.      779,950.      MT  (+/- 180 meters Scaled)
 DT0041
 DT0041                          SUPERSEDED SURVEY CONTROL
 DT0041
 DT0041  NGVD 29 (??/??/92) 2324.950  (m)         7627.77   (f) ADJ UNCH    2 0
 DT0041
 DT0041.Superseded values are not recommended for survey control.
 DT0041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0041.See file dsdata.txt to determine how the superseded data were derived.
 DT0041
 DT0041_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYC438179(NAD 83)
 DT0041_MARKER: DB = BENCH MARK DISK
 DT0041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DT0041_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DT0041_STAMPING: F-128 1934
 DT0041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DT0041+STABILITY: SURFACE MOTION
 DT0041
 DT0041  HISTORY     - Date     Condition        Report By
 DT0041  HISTORY     - 1934     MONUMENTED       CGS
 DT0041  HISTORY     - 1975     GOOD             USGS
 DT0041
 DT0041                          STATION DESCRIPTION
 DT0041
 DT0041'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DT0041'19.7 MI NW FROM BEAVERHEAD R STA.
 DT0041'19.7 MI. NW OF BEAVERHEAD R. STATION.  65 YDS. S.E. OF THE TELEPHONE
 DT0041'LINE, 30 FT. N. OF A SMALL PINE TREE, AND 32 FT. N. OF THE CENTERLINE
 DT0041'OF THE FOREST SERVICE ROAD TO MOGOLLON.
 DT0041
 DT0041                          STATION RECOVERY (1975)
 DT0041
 DT0041'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 DT0041'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0191 ***********************************************************************
 CY0191  DESIGNATION -  F 129
 CY0191  PID         -  CY0191
 CY0191  STATE/COUNTY-  NM/HIDALGO
 CY0191  USGS QUAD   -  SUMMIT (1964)
 CY0191
 CY0191                         *CURRENT SURVEY CONTROL
 CY0191  ___________________________________________________________________
 CY0191* NAD 83(1986)-  32 28 33.     (N)    108 59 15.     (W)     SCALED    
 CY0191* NAVD 88     -      1286.01   (+/-2cm)    4219.2    (feet)  VERTCON   
 CY0191  ___________________________________________________________________
 CY0191  GEOID HEIGHT-         -26.00  (meters)                     GEOID03
 CY0191
 CY0191  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CY0191
 CY0191.The horizontal coordinates were scaled from a topographic map and have
 CY0191.an estimated accuracy of +/- 6 seconds.
 CY0191
 CY0191.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0191.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0191.The vertical order pertains to the NGVD 29 superseded value.
 CY0191
 CY0191.The geoid height was determined by GEOID03.
 CY0191
 CY0191;                    North         East    Units  Estimated Accuracy
 CY0191;SPC NM W     -   164,220.      721,510.      MT  (+/- 180 meters Scaled)
 CY0191
 CY0191                          SUPERSEDED SURVEY CONTROL
 CY0191
 CY0191  NGVD 29 (??/??/92) 1285.282  (m)         4216.80   (f) ADJ UNCH    2 0
 CY0191
 CY0191.Superseded values are not recommended for survey control.
 CY0191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0191.See file dsdata.txt to determine how the superseded data were derived.
 CY0191
 CY0191_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA891949(NAD 83)
 CY0191_MARKER: DB = BENCH MARK DISK
 CY0191_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0191_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0191_STAMPING: F 129 1934
 CY0191_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0191+STABILITY: SURFACE MOTION
 CY0191
 CY0191  HISTORY     - Date     Condition        Report By
 CY0191  HISTORY     - 1934     MONUMENTED       CGS
 CY0191  HISTORY     - 1953     GOOD             NGS
 CY0191
 CY0191                          STATION DESCRIPTION
 CY0191
 CY0191'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CY0191'18.8 MI NW FROM LORDSBURG.
 CY0191'18.8 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC RAILWAY FROM THE
 CY0191'STATION AT LORDSBURG, 1-3/4 POLES NORTHWEST OF MILEPOST 1165, 0.2 MILE
 CY0191'SOUTHEAST OF THE STATION SIGN AT SUMMIT, 83.0 FEET NORTHEAST OF THE
 CY0191'NORTHEAST RAIL OF THE TRACK, 3.0 FEET SOUTHEAST OF A WITNESS POST,
 CY0191'ABOUT 3 FEET LOWER THAN THE TRACK, AND SET IN THE TOP OF A CONCRETE
 CY0191'POST PROJECTING 0.9 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0641 ***********************************************************************
 FM0641  DESIGNATION -  F 13
 FM0641  PID         -  FM0641
 FM0641  STATE/COUNTY-  NM/QUAY
 FM0641  USGS QUAD   -  COW CANYON (1968)
 FM0641
 FM0641                         *CURRENT SURVEY CONTROL
 FM0641  ___________________________________________________________________
 FM0641* NAD 83(1986)-  35 07 42.     (N)    103 55 37.     (W)     SCALED    
 FM0641* NAVD 88     -      1322.213  (meters)    4337.96   (feet)  ADJUSTED  
 FM0641  ___________________________________________________________________
 FM0641  GEOID HEIGHT-         -23.06  (meters)                     GEOID03
 FM0641  DYNAMIC HT  -        1320.527 (meters)    4332.43  (feet)  COMP
 FM0641  MODELED GRAV-     979,313.6   (mgal)                       NAVD 88
 FM0641
 FM0641  VERT ORDER  -  FIRST     CLASS II
 FM0641
 FM0641.The horizontal coordinates were scaled from a topographic map and have
 FM0641.an estimated accuracy of +/- 6 seconds.
 FM0641
 FM0641.The orthometric height was determined by differential leveling
 FM0641.and adjusted by the National Geodetic Survey in June 1991..
 FM0641
 FM0641.The geoid height was determined by GEOID03.
 FM0641
 FM0641.The dynamic height is computed by dividing the NAVD 88
 FM0641.geopotential number by the normal gravity value computed on the
 FM0641.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0641.degrees latitude (g = 980.6199 gals.).
 FM0641
 FM0641.The modeled gravity was interpolated from observed gravity values.
 FM0641
 FM0641;                    North         East    Units  Estimated Accuracy
 FM0641;SPC NM E     -   457,890.      202,040.      MT  (+/- 180 meters Scaled)
 FM0641
 FM0641                          SUPERSEDED SURVEY CONTROL
 FM0641
 FM0641  NGVD 29 (??/??/92) 1321.568  (m)         4335.84   (f) ADJ UNCH    1 2
 FM0641
 FM0641.Superseded values are not recommended for survey control.
 FM0641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0641.See file dsdata.txt to determine how the superseded data were derived.
 FM0641
 FM0641_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEU977878(NAD 83)
 FM0641_MARKER: DB = BENCH MARK DISK
 FM0641_SETTING: 66 = SET IN ROCK OUTCROP
 FM0641_SP_SET: LARGE ROCK
 FM0641_STAMPING: F 13 1927
 FM0641_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FM0641+STABILITY: POSITION/ELEVATION WELL
 FM0641
 FM0641  HISTORY     - Date     Condition        Report By
 FM0641  HISTORY     - 1927     MONUMENTED       CGS
 FM0641  HISTORY     - 1934     MARK NOT FOUND   NGS
 FM0641
 FM0641                          STATION DESCRIPTION
 FM0641
 FM0641'DESCRIBED BY COAST AND GEODETIC SURVEY 1927
 FM0641'8.25 MI NE FROM MONTOYA.
 FM0641'16 FT. SOUTH OF CENTERLINE OF S.P. RY. TRACKS, 350 YARDS WEST OF MILE
 FM0641'POST 1615 AND ABOUT 100 YARDS EAST OF WEST END OF A ROCK CUT.  ABOUT 3
 FM0641'FT. ABOVE THE GROUND.
 FM0641
 FM0641                          STATION RECOVERY (1934)
 FM0641
 FM0641'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 FM0641'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0984 ***********************************************************************
 DS0984  DESIGNATION -  F 130
 DS0984  PID         -  DS0984
 DS0984  STATE/COUNTY-  NM/SOCORRO
 DS0984  USGS QUAD   -  MONTOYA BUTTE (1995)
 DS0984
 DS0984                         *CURRENT SURVEY CONTROL
 DS0984  ___________________________________________________________________
 DS0984* NAD 83(1986)-  33 33 30.     (N)    107 37 24.     (W)     SCALED    
 DS0984* NAVD 88     -      1920.914  (meters)    6302.20   (feet)  ADJUSTED  
 DS0984  ___________________________________________________________________
 DS0984  GEOID HEIGHT-         -22.32  (meters)                     GEOID03
 DS0984  DYNAMIC HT  -        1917.907 (meters)    6292.33  (feet)  COMP
 DS0984  MODELED GRAV-     979,003.4   (mgal)                       NAVD 88
 DS0984
 DS0984  VERT ORDER  -  SECOND    CLASS 0
 DS0984
 DS0984.The horizontal coordinates were scaled from a topographic map and have
 DS0984.an estimated accuracy of +/- 6 seconds.
 DS0984
 DS0984.The orthometric height was determined by differential leveling
 DS0984.and adjusted by the National Geodetic Survey in June 1991..
 DS0984
 DS0984.The geoid height was determined by GEOID03.
 DS0984
 DS0984.The dynamic height is computed by dividing the NAVD 88
 DS0984.geopotential number by the normal gravity value computed on the
 DS0984.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0984.degrees latitude (g = 980.6199 gals.).
 DS0984
 DS0984.The modeled gravity was interpolated from observed gravity values.
 DS0984
 DS0984;                    North         East    Units  Estimated Accuracy
 DS0984;SPC NM C     -   284,520.      372,480.      MT  (+/- 180 meters Scaled)
 DS0984
 DS0984                          SUPERSEDED SURVEY CONTROL
 DS0984
 DS0984  NGVD 29 (??/??/92) 1920.026  (m)         6299.29   (f) ADJ UNCH    2 0
 DS0984
 DS0984.Superseded values are not recommended for survey control.
 DS0984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0984.See file dsdata.txt to determine how the superseded data were derived.
 DS0984
 DS0984_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBT564162(NAD 83)
 DS0984_MARKER: DB = BENCH MARK DISK
 DS0984_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0984_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0984_STAMPING: F-130 1934
 DS0984_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0984+STABILITY: SURFACE MOTION
 DS0984
 DS0984  HISTORY     - Date     Condition        Report By
 DS0984  HISTORY     - 1934     MONUMENTED       CGS
 DS0984  HISTORY     - 1939     GOOD             NGS
 DS0984
 DS0984                          STATION DESCRIPTION
 DS0984
 DS0984'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DS0984'1.9 MI SW FROM OJO CALIENTE.
 DS0984'1.9 MI. S. W. ALONG ROAD TO BEAVERHEAD.  ABOUT 60 FT. S. OF A SMALL
 DS0984'WASH, AND 35 FT. W. OF THE CENTERLINE OF THE ROAD.
 DS0984
 DS0984                          STATION RECOVERY (1939)
 DS0984
 DS0984'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1939
 DS0984'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0225 ***********************************************************************
 CY0225  DESIGNATION -  F 131
 CY0225  PID         -  CY0225
 CY0225  STATE/COUNTY-  NM/HIDALGO
 CY0225  USGS QUAD   -  STEINS (1965)
 CY0225
 CY0225                         *CURRENT SURVEY CONTROL
 CY0225  ___________________________________________________________________
 CY0225* NAD 83(1986)-  32 10 42.     (N)    108 56 52.     (W)     SCALED    
 CY0225* NAVD 88     -      1300.81   (+/-2cm)    4267.7    (feet)  VERTCON   
 CY0225  ___________________________________________________________________
 CY0225  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 CY0225
 CY0225  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CY0225
 CY0225.The horizontal coordinates were scaled from a topographic map and have
 CY0225.an estimated accuracy of +/- 6 seconds.
 CY0225
 CY0225.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0225.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0225.The vertical order pertains to the NGVD 29 superseded value.
 CY0225
 CY0225.The geoid height was determined by GEOID03.
 CY0225
 CY0225;                    North         East    Units  Estimated Accuracy
 CY0225;SPC NM W     -   131,190.      724,900.      MT  (+/- 180 meters Scaled)
 CY0225
 CY0225                          SUPERSEDED SURVEY CONTROL
 CY0225
 CY0225  NGVD 29 (??/??/92) 1300.028  (m)         4265.18   (f) ADJ UNCH    2 0
 CY0225
 CY0225.Superseded values are not recommended for survey control.
 CY0225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0225.See file dsdata.txt to determine how the superseded data were derived.
 CY0225
 CY0225_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA934620(NAD 83)
 CY0225_MARKER: DB = BENCH MARK DISK
 CY0225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0225_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0225_STAMPING: F 131 1934
 CY0225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0225+STABILITY: SURFACE MOTION
 CY0225
 CY0225  HISTORY     - Date     Condition        Report By
 CY0225  HISTORY     - 1934     MONUMENTED       CGS
 CY0225  HISTORY     - 1964     GOOD             USGS
 CY0225
 CY0225                          STATION DESCRIPTION
 CY0225
 CY0225'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 CY0225'4.1 MI S FROM ROAD FORKS.
 CY0225'LORDSBURG, ABOUT 17 MILES SW OF, ALONG INTERSTATE HWY 10 TO THE
 CY0225'JUNCTION OF U.S. HWY 80 4.1 MILES.  162 FEET NORTH OF A ROAD LEADING
 CY0225'EAST, 60 FEET WEST OF THE CENTERLINE OF THE HWY., 275 FEET SW OF A
 CY0225'SMALL CULVERT AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CF0004 ***********************************************************************
 CF0004  DESIGNATION -  F 132
 CF0004  PID         -  CF0004
 CF0004  STATE/COUNTY-  NM/GRANT
 CF0004  USGS QUAD   -  PLAYAS PEAK (1982)
 CF0004
 CF0004                         *CURRENT SURVEY CONTROL
 CF0004  ___________________________________________________________________
 CF0004* NAD 83(1986)-  31 58 18.     (N)    108 28 33.     (W)     SCALED    
 CF0004* NAVD 88     -      1402.94   (+/-2cm)    4602.8    (feet)  VERTCON   
 CF0004  ___________________________________________________________________
 CF0004  GEOID HEIGHT-         -25.21  (meters)                     GEOID03
 CF0004
 CF0004  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CF0004
 CF0004.The horizontal coordinates were scaled from a topographic map and have
 CF0004.an estimated accuracy of +/- 6 seconds.
 CF0004
 CF0004.The NAVD 88 height was computed by applying the VERTCON shift value to
 CF0004.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CF0004.The vertical order pertains to the NGVD 29 superseded value.
 CF0004
 CF0004.The geoid height was determined by GEOID03.
 CF0004
 CF0004;                    North         East    Units  Estimated Accuracy
 CF0004;SPC NM W     -   107,910.      769,270.      MT  (+/- 180 meters Scaled)
 CF0004
 CF0004                          SUPERSEDED SURVEY CONTROL
 CF0004
 CF0004  NGVD 29 (??/??/92) 1402.163  (m)         4600.26   (f) ADJ UNCH    2 0
 CF0004
 CF0004.Superseded values are not recommended for survey control.
 CF0004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0004.See file dsdata.txt to determine how the superseded data were derived.
 CF0004
 CF0004_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RYA385400(NAD 83)
 CF0004_MARKER: DB = BENCH MARK DISK
 CF0004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CF0004_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CF0004_STAMPING: F 132 1934
 CF0004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CF0004+STABILITY: SURFACE MOTION
 CF0004
 CF0004  HISTORY     - Date     Condition        Report By
 CF0004  HISTORY     - 1934     MONUMENTED       CGS
 CF0004  HISTORY     - 1953     GOOD             NGS
 CF0004  HISTORY     - 1981     GOOD             USGS
 CF0004
 CF0004                          STATION DESCRIPTION
 CF0004
 CF0004'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CF0004'10.4 MI W FROM HACHITA.
 CF0004'10.4 MILES WEST ALONG THE SOUTHERN PACIFIC RAILWAY FROM THE STATION AT
 CF0004'HACHITA, 112 FEET NORTH OF MILEPOST 1196, 87 FEET NORTH OF THE NORTH
 CF0004'RAIL OF THE TRACK, 4.0 FEET SOUTHWEST OF A WITNESS POST, ABOUT 3 FEET
 CF0004'LOWER THAN THE TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 CF0004'0.8 FOOT ABOVE THE GROUND.
 CF0004
 CF0004                          STATION RECOVERY (1981)
 CF0004
 CF0004'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 CF0004'10.2 MI W ALONG STATE HIGHWAY 9 FROM THE INT. OF STATE HIGHWAYS 9 &
 CF0004'81 N IN HACHITA, ABOUT 950 FT. SW OF THE E 1/4 CORNER OF SEC. 9, T 27
 CF0004'S, R 16 W, ABOUT 950 FT. S OF THE CENTERLINE OF HWY 9, 89 FT. NE OF
 CF0004'THE CENTERLINE OF THE OLD SOUTHERN PACIFIC RAILROAD GRADE. 1 FT. SW
 CF0004'OF THE OLD ROW FENCE, 4 FT. SW OF A WITNESS POST, ABOUT 3 FT. LOWER
 CF0004'THAN THE GRADE, SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 3
 CF0004'FT. LOWER THAN THE GRADE, SET IN THE TOP OF A CONCRETE POST
 CF0004'PROJECTING ABOUT ABOUT 0.8 FT., A STANDARD TABLET STAMPED F 132 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0295 ***********************************************************************
 CE0295  DESIGNATION -  F 133
 CE0295  PID         -  CE0295
 CE0295  STATE/COUNTY-  NM/LUNA
 CE0295  USGS QUAD   -  COYOTE HILL (1966)
 CE0295
 CE0295                         *CURRENT SURVEY CONTROL
 CE0295  ___________________________________________________________________
 CE0295* NAD 83(1986)-  31 48 18.     (N)    107 26 15.     (W)     SCALED    
 CE0295* NAVD 88     -      1208.320  (meters)    3964.30   (feet)  ADJUSTED  
 CE0295  ___________________________________________________________________
 CE0295  GEOID HEIGHT-         -24.81  (meters)                     GEOID03
 CE0295  DYNAMIC HT  -        1206.478 (meters)    3958.25  (feet)  COMP
 CE0295  MODELED GRAV-     979,073.9   (mgal)                       NAVD 88
 CE0295
 CE0295  VERT ORDER  -  SECOND    CLASS 0
 CE0295
 CE0295.The horizontal coordinates were scaled from a topographic map and have
 CE0295.an estimated accuracy of +/- 6 seconds.
 CE0295
 CE0295.The orthometric height was determined by differential leveling
 CE0295.and adjusted by the National Geodetic Survey in June 1991..
 CE0295
 CE0295.The geoid height was determined by GEOID03.
 CE0295
 CE0295.The dynamic height is computed by dividing the NAVD 88
 CE0295.geopotential number by the normal gravity value computed on the
 CE0295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0295.degrees latitude (g = 980.6199 gals.).
 CE0295
 CE0295.The modeled gravity was interpolated from observed gravity values.
 CE0295
 CE0295;                    North         East    Units  Estimated Accuracy
 CE0295;SPC NM W     -    89,320.      867,480.      MT  (+/- 180 meters Scaled)
 CE0295
 CE0295                          SUPERSEDED SURVEY CONTROL
 CE0295
 CE0295  NGVD 29 (??/??/92) 1207.745  (m)         3962.41   (f) ADJ UNCH    2 0
 CE0295
 CE0295.Superseded values are not recommended for survey control.
 CE0295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0295.See file dsdata.txt to determine how the superseded data were derived.
 CE0295
 CE0295_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RBR692214(NAD 83)
 CE0295_MARKER: DB = BENCH MARK DISK
 CE0295_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CE0295_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CE0295_STAMPING: F 133 1934
 CE0295_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CE0295+STABILITY: SURFACE MOTION
 CE0295
 CE0295  HISTORY     - Date     Condition        Report By
 CE0295  HISTORY     - 1934     MONUMENTED       CGS
 CE0295  HISTORY     - 1953     GOOD             NGS
 CE0295
 CE0295                          STATION DESCRIPTION
 CE0295
 CE0295'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CE0295'12.0 MI E FROM COLUMBUS.
 CE0295'12.0 MILES EAST ALONG THE SOUTHERN PACIFIC RAILWAY FROM THE STATION AT
 CE0295'COLUMBUS, 1.3 MILES WEST OF THE SECTION FOREMANS HOUSE AT ARENA, 12
 CE0295'POLES EAST OF MILEPOST 1262, 30 YARDS NORTH OF THE CENTER LINE OF THE
 CE0295'TRACK, 1.2 FEET SOUTH OF THE NORTH RIGHT-OF-WAY FENCE, 1.0 FOOT NORTH
 CE0295'OF A REFERENCE POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 CE0295'0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1095 ***********************************************************************
 CX1095  DESIGNATION -  F 134
 CX1095  PID         -  CX1095
 CX1095  STATE/COUNTY-  NM/LUNA
 CX1095  USGS QUAD   -  CARNE (1965)
 CX1095
 CX1095                         *CURRENT SURVEY CONTROL
 CX1095  ___________________________________________________________________
 CX1095* NAD 83(1986)-  32 17 24.     (N)    107 36 16.     (W)     SCALED    
 CX1095* NAVD 88     -      1287.243  (meters)    4223.23   (feet)  ADJUSTED  
 CX1095  ___________________________________________________________________
 CX1095  GEOID HEIGHT-         -24.40  (meters)                     GEOID03
 CX1095  DYNAMIC HT  -        1285.316 (meters)    4216.91  (feet)  COMP
 CX1095  MODELED GRAV-     979,097.3   (mgal)                       NAVD 88
 CX1095
 CX1095  VERT ORDER  -  SECOND    CLASS 0
 CX1095
 CX1095.The horizontal coordinates were scaled from a topographic map and have
 CX1095.an estimated accuracy of +/- 6 seconds.
 CX1095
 CX1095.The orthometric height was determined by differential leveling
 CX1095.and adjusted by the National Geodetic Survey in June 1991..
 CX1095
 CX1095.The geoid height was determined by GEOID03.
 CX1095
 CX1095.The dynamic height is computed by dividing the NAVD 88
 CX1095.geopotential number by the normal gravity value computed on the
 CX1095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX1095.degrees latitude (g = 980.6199 gals.).
 CX1095
 CX1095.The modeled gravity was interpolated from observed gravity values.
 CX1095
 CX1095;                    North         East    Units  Estimated Accuracy
 CX1095;SPC NM W     -   143,050.      851,560.      MT  (+/- 180 meters Scaled)
 CX1095
 CX1095                          SUPERSEDED SURVEY CONTROL
 CX1095
 CX1095  NGVD 29 (??/??/92) 1286.596  (m)         4221.11   (f) ADJ UNCH    2 0
 CX1095
 CX1095.Superseded values are not recommended for survey control.
 CX1095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1095.See file dsdata.txt to determine how the superseded data were derived.
 CX1095
 CX1095_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBR547755(NAD 83)
 CX1095_MARKER: DB = BENCH MARK DISK
 CX1095_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX1095_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CX1095_STAMPING: F 134 1934
 CX1095_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX1095+STABILITY: SURFACE MOTION
 CX1095
 CX1095  HISTORY     - Date     Condition        Report By
 CX1095  HISTORY     - 1934     MONUMENTED       CGS
 CX1095  HISTORY     - 1953     GOOD             NGS
 CX1095  HISTORY     - 1966     GOOD             NGS
 CX1095
 CX1095                          STATION DESCRIPTION
 CX1095
 CX1095'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CX1095'9.0 MI E FROM DEMING.
 CX1095'9.0 MILES EAST ALONG THE SOUTHERN PACIFIC RAILWAY FROM THE STATION AT
 CX1095'DEMING, 94.5 FEET SOUTH OF THE SOUTH RAIL OF THE TRACK, 55 FEET SOUTH
 CX1095'OF MILEPOST 1217 3.3 FEET NORTH OF THE SOUTH RIGHT-OF-WAY FENCE,1.0
 CX1095'FOOT SOUTH OF A REFERENCE POST, AND SET IN THE TOP A CONCRETE POST
 CX1095'PROJECTING 0.4 FOOT ABOVE THE GROUND.
 CX1095
 CX1095                          STATION RECOVERY (1966)
 CX1095
 CX1095'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 CX1095'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0074 ***********************************************************************
 EQ0074  DESIGNATION -  F 135
 EQ0074  PID         -  EQ0074
 EQ0074  STATE/COUNTY-  NM/BERNALILLO
 EQ0074  USGS QUAD   -  ESCABOSA (1995)
 EQ0074
 EQ0074                         *CURRENT SURVEY CONTROL
 EQ0074  ___________________________________________________________________
 EQ0074* NAD 83(1986)-  34 54 48.     (N)    106 16 45.     (W)     SCALED    
 EQ0074* NAVD 88     -      2241.354  (meters)    7353.51   (feet)  ADJUSTED  
 EQ0074  ___________________________________________________________________
 EQ0074  GEOID HEIGHT-         -19.37  (meters)                     GEOID03
 EQ0074  DYNAMIC HT  -        2238.135 (meters)    7342.95  (feet)  COMP
 EQ0074  MODELED GRAV-     979,116.9   (mgal)                       NAVD 88
 EQ0074
 EQ0074  VERT ORDER  -  SECOND    CLASS 0
 EQ0074
 EQ0074.The horizontal coordinates were scaled from a topographic map and have
 EQ0074.an estimated accuracy of +/- 6 seconds.
 EQ0074
 EQ0074.The orthometric height was determined by differential leveling
 EQ0074.and adjusted by the National Geodetic Survey in June 1991..
 EQ0074
 EQ0074.The geoid height was determined by GEOID03.
 EQ0074
 EQ0074.The dynamic height is computed by dividing the NAVD 88
 EQ0074.geopotential number by the normal gravity value computed on the
 EQ0074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0074.degrees latitude (g = 980.6199 gals.).
 EQ0074
 EQ0074.The modeled gravity was interpolated from observed gravity values.
 EQ0074
 EQ0074;                    North         East    Units  Estimated Accuracy
 EQ0074;SPC NM C     -   433,960.      497,340.      MT  (+/- 180 meters Scaled)
 EQ0074
 EQ0074                          SUPERSEDED SURVEY CONTROL
 EQ0074
 EQ0074  NGVD 29 (??/??/92) 2240.453  (m)         7350.55   (f) ADJ UNCH    2 0
 EQ0074
 EQ0074.Superseded values are not recommended for survey control.
 EQ0074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0074.See file dsdata.txt to determine how the superseded data were derived.
 EQ0074
 EQ0074_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU831641(NAD 83)
 EQ0074_MARKER: DD = SURVEY DISK
 EQ0074_SETTING: 66 = SET IN ROCK OUTCROP
 EQ0074_SP_SET: ROCK
 EQ0074_STAMPING: F 135, 1934
 EQ0074_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EQ0074+STABILITY: POSITION/ELEVATION WELL
 EQ0074
 EQ0074  HISTORY     - Date     Condition        Report By
 EQ0074  HISTORY     - 1934     MONUMENTED       USFS
 EQ0074  HISTORY     - 1935     GOOD             NGS
 EQ0074
 EQ0074                          STATION DESCRIPTION
 EQ0074
 EQ0074'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 EQ0074'3.6 MI S FROM YRISARRI.
 EQ0074'3.6 MI. S. ALONG ROAD TO CHILILI (3.6 MI. N. OF CHILILI) ABOUT 1.1 MI.
 EQ0074'S. OF ESCABOSA, AT THE TOP OF THE SECOND HILL, AT A CURVE, ABOUT 300
 EQ0074'FT. W. OF A LOG BARN, ABOUT 300 FT. N. OF A GATE AT FENCE CORNER ON W.
 EQ0074'SIDE OF ROAD, ABOUT 44 FT. W. OF THE CENTER LINE OF THE ROAD NEAR A
 EQ0074'CLUSTER OF SMALL TREES AND SET ON ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0385 ***********************************************************************
 FN0385  DESIGNATION -  F 136
 FN0385  PID         -  FN0385
 FN0385  STATE/COUNTY-  NM/SAN MIGUEL
 FN0385  USGS QUAD   -  ROSILLA PEAK (1961)
 FN0385
 FN0385                         *CURRENT SURVEY CONTROL
 FN0385  ___________________________________________________________________
 FN0385* NAD 83(1986)-  35 39 01.     (N)    105 40 54.     (W)     SCALED    
 FN0385* NAVD 88     -      2207.564  (meters)    7242.65   (feet)  ADJUSTED  
 FN0385  ___________________________________________________________________
 FN0385  GEOID HEIGHT-         -17.50  (meters)                     GEOID03
 FN0385  DYNAMIC HT  -        2204.469 (meters)    7232.50  (feet)  COMP
 FN0385  MODELED GRAV-     979,151.5   (mgal)                       NAVD 88
 FN0385
 FN0385  VERT ORDER  -  SECOND    CLASS 0
 FN0385
 FN0385.The horizontal coordinates were scaled from a topographic map and have
 FN0385.an estimated accuracy of +/- 6 seconds.
 FN0385
 FN0385.The orthometric height was determined by differential leveling
 FN0385.and adjusted by the National Geodetic Survey in June 1991..
 FN0385
 FN0385.The geoid height was determined by GEOID03.
 FN0385
 FN0385.The dynamic height is computed by dividing the NAVD 88
 FN0385.geopotential number by the normal gravity value computed on the
 FN0385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FN0385.degrees latitude (g = 980.6199 gals.).
 FN0385
 FN0385.The modeled gravity was interpolated from observed gravity values.
 FN0385
 FN0385;                    North         East    Units  Estimated Accuracy
 FN0385;SPC NM E     -   516,560.       42,900.      MT  (+/- 180 meters Scaled)
 FN0385
 FN0385                          SUPERSEDED SURVEY CONTROL
 FN0385
 FN0385  NGVD 29 (??/??/92) 2206.524  (m)         7239.24   (f) ADJ UNCH    2 0
 FN0385
 FN0385.Superseded values are not recommended for survey control.
 FN0385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0385.See file dsdata.txt to determine how the superseded data were derived.
 FN0385
 FN0385_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV382453(NAD 83)
 FN0385_MARKER: DD = SURVEY DISK
 FN0385_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FN0385_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FN0385_STAMPING: F-136 1934
 FN0385_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FN0385+STABILITY: SURFACE MOTION
 FN0385
 FN0385  HISTORY     - Date     Condition        Report By
 FN0385  HISTORY     - 1934     MONUMENTED       USFS
 FN0385  HISTORY     - 1935     GOOD             NGS
 FN0385
 FN0385                          STATION DESCRIPTION
 FN0385
 FN0385'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FN0385'4.4 MI N FROM VALLEY RANCH POST OFFICE.
 FN0385'4.4 MI N ALONG STATE HWY NO. 63, 7 FT. DIRECTLY E. OF FENCE CORNER OF
 FN0385'FENCE AROUND N. SIDE OF UPPER PART OF LA POSADA SETTLEMENT, AND 35 FT.
 FN0385'W. OF THE CENTER LINE OF STATE NO. 63.  50 FT W OF A TELEPHONE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0504 ***********************************************************************
 FO0504  DESIGNATION -  F 137
 FO0504  PID         -  FO0504
 FO0504  STATE/COUNTY-  NM/SANDOVAL
 FO0504  USGS QUAD   -  RANCHO DEL CHAPARRAL (1970)
 FO0504
 FO0504                         *CURRENT SURVEY CONTROL
 FO0504  ___________________________________________________________________
 FO0504* NAD 83(1986)-  35 56 45.     (N)    106 45 21.     (W)     SCALED    
 FO0504* NAVD 88     -      2519.492  (meters)    8266.03   (feet)  ADJUSTED  
 FO0504  ___________________________________________________________________
 FO0504  GEOID HEIGHT-         -18.61  (meters)                     GEOID03
 FO0504  DYNAMIC HT  -        2515.870 (meters)    8254.15  (feet)  COMP
 FO0504  MODELED GRAV-     979,103.4   (mgal)                       NAVD 88
 FO0504
 FO0504  VERT ORDER  -  SECOND    CLASS 0
 FO0504
 FO0504.The horizontal coordinates were scaled from a topographic map and have
 FO0504.an estimated accuracy of +/- 6 seconds.
 FO0504
 FO0504.The orthometric height was determined by differential leveling
 FO0504.and adjusted by the National Geodetic Survey in June 1991..
 FO0504
 FO0504.The geoid height was determined by GEOID03.
 FO0504
 FO0504.The dynamic height is computed by dividing the NAVD 88
 FO0504.geopotential number by the normal gravity value computed on the
 FO0504.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0504.degrees latitude (g = 980.6199 gals.).
 FO0504
 FO0504.The modeled gravity was interpolated from observed gravity values.
 FO0504
 FO0504;                    North         East    Units  Estimated Accuracy
 FO0504;SPC NM C     -   548,620.      454,370.      MT  (+/- 180 meters Scaled)
 FO0504
 FO0504                          SUPERSEDED SURVEY CONTROL
 FO0504
 FO0504  NGVD 29 (??/??/92) 2518.376  (m)         8262.37   (f) ADJ UNCH    2 0
 FO0504
 FO0504.Superseded values are not recommended for survey control.
 FO0504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0504.See file dsdata.txt to determine how the superseded data were derived.
 FO0504
 FO0504_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV416793(NAD 83)
 FO0504_MARKER: DB = BENCH MARK DISK
 FO0504_SETTING: 80 = SET IN A BOULDER
 FO0504_SP_SET: BOULDER
 FO0504_STAMPING: F 137 1934
 FO0504_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO0504+STABILITY: SURFACE MOTION
 FO0504
 FO0504  HISTORY     - Date     Condition        Report By
 FO0504  HISTORY     - 1934     MONUMENTED       CGS
 FO0504  HISTORY     - 1941     GOOD             NGS
 FO0504
 FO0504                          STATION DESCRIPTION
 FO0504
 FO0504'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 FO0504'25.90 MI NW FROM JEMEZ SPRINGS.
 FO0504'TO REACH BENCH MARK FROM THE JEMEZ SPRINGS RANGER STATION, GO 8.0
 FO0504'MILES NORTH ALONG STATE HIGHWAY NO. 4 TO JUNCTION OF STATE HIGHWAY NO.
 FO0504'4 AND NO. 126.  THENCE, TURN LEFT (WEST), GO 8.05 MILES NORTHWESTERLY
 FO0504'ALONG STATE HIGHWAY NO. 126 AND CAMP PORTER ROAD. THENCE, TURN RIGHT,
 FO0504'GO 9.85 MILES NORTHWESTERLY TO SITE OF BENCH MARK. BENCH MARK IS 0.5
 FO0504'MILES SOUTH OF AN OLD ABANDONED LOG CABIN. 90.0 FEET WEST OF A SMALL
 FO0504'STREAM.  39.0 FEET EAST OF A LARGE PONDEROSA PINE. 90.0 FEET EAST OF
 FO0504'AND APPROXIMATELY 12.0 FEET BELOW THE CENTERLINE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0437 ***********************************************************************
 GM0437  DESIGNATION -  F 138
 GM0437  PID         -  GM0437
 GM0437  STATE/COUNTY-  NM/RIO ARRIBA
 GM0437  USGS QUAD   -  TRUCHAS (1995)
 GM0437
 GM0437                         *CURRENT SURVEY CONTROL
 GM0437  ___________________________________________________________________
 GM0437* NAD 83(1986)-  36 01 03.     (N)    105 51 36.     (W)     SCALED    
 GM0437* NAVD 88     -      2182.834  (meters)    7161.51   (feet)  ADJUSTED  
 GM0437  ___________________________________________________________________
 GM0437  GEOID HEIGHT-         -17.74  (meters)                     GEOID03
 GM0437  DYNAMIC HT  -        2179.823 (meters)    7151.64  (feet)  COMP
 GM0437  MODELED GRAV-     979,174.5   (mgal)                       NAVD 88
 GM0437
 GM0437  VERT ORDER  -  SECOND    CLASS 0
 GM0437
 GM0437.The horizontal coordinates were scaled from a topographic map and have
 GM0437.an estimated accuracy of +/- 6 seconds.
 GM0437
 GM0437.The orthometric height was determined by differential leveling
 GM0437.and adjusted by the National Geodetic Survey in June 1991..
 GM0437
 GM0437.The geoid height was determined by GEOID03.
 GM0437
 GM0437.The dynamic height is computed by dividing the NAVD 88
 GM0437.geopotential number by the normal gravity value computed on the
 GM0437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GM0437.degrees latitude (g = 980.6199 gals.).
 GM0437
 GM0437.The modeled gravity was interpolated from observed gravity values.
 GM0437
 GM0437;                    North         East    Units  Estimated Accuracy
 GM0437;SPC NM C     -   556,530.      535,150.      MT  (+/- 180 meters Scaled)
 GM0437
 GM0437                          SUPERSEDED SURVEY CONTROL
 GM0437
 GM0437  NGVD 29 (??/??/92) 2181.760  (m)         7157.99   (f) ADJ UNCH    2 0
 GM0437
 GM0437.Superseded values are not recommended for survey control.
 GM0437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0437.See file dsdata.txt to determine how the superseded data were derived.
 GM0437
 GM0437_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV225862(NAD 83)
 GM0437_MARKER: DB = BENCH MARK DISK
 GM0437_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GM0437_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GM0437_STAMPING: F 138 1934
 GM0437_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GM0437+STABILITY: SURFACE MOTION
 GM0437
 GM0437  HISTORY     - Date     Condition        Report By
 GM0437  HISTORY     - 1934     MONUMENTED       CGS
 GM0437  HISTORY     - 1940     GOOD             NGS
 GM0437
 GM0437                          STATION DESCRIPTION
 GM0437
 GM0437'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 GM0437'3.9 MI SW FROM TRUCHAS.
 GM0437'TO REACH FROM TRUCHAS, PROCEED SOUTHWESTERLY ALONG ROAD TOWARDS
 GM0437'CHIMAYO, GO 3.9 MILES.  BENCH MARK IS ON TOP OF A GRADE.  ON A SMALL
 GM0437'KNOLL.  21 FEET WEST OF CENTER LINE OF THE ROAD.  2.0 FEET NORTH OF A
 GM0437'4 X 4 INCH WHITE WOODEN POST PROJECTING 2.0 FEET.  MONUMENT PROJECTS
 GM0437'0.2 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0024 ***********************************************************************
 GN0024  DESIGNATION -  F 139
 GN0024  PID         -  GN0024
 GN0024  STATE/COUNTY-  NM/RIO ARRIBA
 GN0024  USGS QUAD   -  BROKE OFF MOUNTAIN (1995)
 GN0024
 GN0024                         *CURRENT SURVEY CONTROL
 GN0024  ___________________________________________________________________
 GN0024* NAD 83(1986)-  36 47 23.     (N)    106 07 43.     (W)     SCALED    
 GN0024* NAVD 88     -      2893.756  (meters)    9493.93   (feet)  ADJUSTED  
 GN0024  ___________________________________________________________________
 GN0024  GEOID HEIGHT-         -16.45  (meters)                     GEOID03
 GN0024  DYNAMIC HT  -        2889.517 (meters)    9480.02  (feet)  COMP
 GN0024  MODELED GRAV-     979,060.6   (mgal)                       NAVD 88
 GN0024
 GN0024  VERT ORDER  -  SECOND    CLASS 0
 GN0024
 GN0024.The horizontal coordinates were scaled from a topographic map and have
 GN0024.an estimated accuracy of +/- 6 seconds.
 GN0024
 GN0024.The orthometric height was determined by differential leveling
 GN0024.and adjusted by the National Geodetic Survey in June 1991..
 GN0024
 GN0024.The geoid height was determined by GEOID03.
 GN0024
 GN0024.The dynamic height is computed by dividing the NAVD 88
 GN0024.geopotential number by the normal gravity value computed on the
 GN0024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GN0024.degrees latitude (g = 980.6199 gals.).
 GN0024
 GN0024.The modeled gravity was interpolated from observed gravity values.
 GN0024
 GN0024;                    North         East    Units  Estimated Accuracy
 GN0024;SPC NM C     -   642,140.      510,830.      MT  (+/- 180 meters Scaled)
 GN0024
 GN0024                          SUPERSEDED SURVEY CONTROL
 GN0024
 GN0024.No superseded survey control is available for this station.
 GN0024
 GN0024_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCA993721(NAD 83)
 GN0024_MARKER: DD = SURVEY DISK
 GN0024_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GN0024_SP_SET: ROCK LEDGE
 GN0024_STAMPING: F 139 1935
 GN0024_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GN0024
 GN0024  HISTORY     - Date     Condition        Report By
 GN0024  HISTORY     - 1935     MONUMENTED       USFS
 GN0024  HISTORY     - 1940     GOOD             NGS
 GN0024
 GN0024                          STATION DESCRIPTION
 GN0024
 GN0024'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 GN0024'17.9 MI NW FROM NO AGUA.
 GN0024'17.9 MILES NORTHWEST OF RAILROAD STATION IN NO AGUA TO REACH FROM THE
 GN0024'DENVER AND RIO GRANDE WESTERN RAILROAD STATION IN NO AGUA, PROCEED
 GN0024'NORTH ON STATE HIGHWAY NO. 74, GO 3.6 MILES.  TURN LEFT (WEST) ONTO
 GN0024'ROAD LEADING TO SAN ANTONE RANGER STATION, GO 10.2 MILES.  TURN LEFT
 GN0024'(SOUTH) ONTO ROAD LEADING GO TUSAS CREEK, GO 4.1 MILES.  BENCH MARK IS
 GN0024'AT THE TOP OF A GRADE.  110 FEET WEST OF CENTER LINE OF THE ROAD. 2.0
 GN0024'FEET ABOVE LEVEL OF THE ROAD.  SET FLUSH AND HORIZONTALLY IN ROCK
 GN0024'LEDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0666 ***********************************************************************
 FM0666  DESIGNATION -  F 14
 FM0666  PID         -  FM0666
 FM0666  STATE/COUNTY-  NM/HARDING
 FM0666  USGS QUAD   -  HAMPTON RANCH (1968)
 FM0666
 FM0666                         *CURRENT SURVEY CONTROL
 FM0666  ___________________________________________________________________
 FM0666* NAD 83(1986)-  35 25 42.     (N)    103 39 39.     (W)     SCALED    
 FM0666* NAVD 88     -      1228.478  (meters)    4030.43   (feet)  ADJUSTED  
 FM0666  ___________________________________________________________________
 FM0666  GEOID HEIGHT-         -22.77  (meters)                     GEOID03
 FM0666  DYNAMIC HT  -        1226.978 (meters)    4025.51  (feet)  COMP
 FM0666  MODELED GRAV-     979,370.6   (mgal)                       NAVD 88
 FM0666
 FM0666  VERT ORDER  -  THIRD
 FM0666
 FM0666.The horizontal coordinates were scaled from a topographic map and have
 FM0666.an estimated accuracy of +/- 6 seconds.
 FM0666
 FM0666.The orthometric height was determined by differential leveling
 FM0666.and adjusted by the National Geodetic Survey in June 1991..
 FM0666
 FM0666.The geoid height was determined by GEOID03.
 FM0666
 FM0666.The dynamic height is computed by dividing the NAVD 88
 FM0666.geopotential number by the normal gravity value computed on the
 FM0666.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0666.degrees latitude (g = 980.6199 gals.).
 FM0666
 FM0666.The modeled gravity was interpolated from observed gravity values.
 FM0666
 FM0666;                    North         East    Units  Estimated Accuracy
 FM0666;SPC NM E     -   491,300.      226,070.      MT  (+/- 180 meters Scaled)
 FM0666
 FM0666                          SUPERSEDED SURVEY CONTROL
 FM0666
 FM0666  NGVD 29 (??/??/92) 1227.886  (m)         4028.49   (f) ADJ UNCH    3 0
 FM0666
 FM0666.Superseded values are not recommended for survey control.
 FM0666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0666.See file dsdata.txt to determine how the superseded data were derived.
 FM0666
 FM0666_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFV215213(NAD 83)
 FM0666_MARKER: DB = BENCH MARK DISK
 FM0666_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0666_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0666_STAMPING: F-14 1927
 FM0666_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0666+STABILITY: SURFACE MOTION
 FM0666
 FM0666  HISTORY     - Date     Condition        Report By
 FM0666  HISTORY     - 1927     MONUMENTED       CGS
 FM0666  HISTORY     - 1968     GOOD             USGS
 FM0666
 FM0666                          STATION DESCRIPTION
 FM0666
 FM0666'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 FM0666'10.4 MI FROM ATARQUE.
 FM0666'JUNCTION OF US HWY 54 AND STATE HWY 39.  NORTH ALONG STATE HWY 39 FOR
 FM0666'2.5 MILES.  THENCE WEST ALONG GRADED GRAVELED ROAD FOR 14.3 MILES TO
 FM0666'THE BARNETT RANCH.  BM IS ABOUT 300 FT NORTH OF GRADED ROAD, 60 FT
 FM0666'NORTHEAST OF AN OLD CONCRETE WATER TANK, 50 FT NORTHWEST OF A DRAIN. A
 FM0666'STANDARD DISK SET IN TOP OF A CONCRETE POST PROJECTING 0.6 FT AND
 FM0666'STAMPED F-14 1927.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0758 ***********************************************************************
 FO0758  DESIGNATION -  F 140
 FO0758  PID         -  FO0758
 FO0758  STATE/COUNTY-  NM/CIBOLA
 FO0758  USGS QUAD   -  DOS LOMAS (1995)
 FO0758
 FO0758                         *CURRENT SURVEY CONTROL
 FO0758  ___________________________________________________________________
 FO0758* NAD 83(1986)-  35 17 26.     (N)    107 50 07.     (W)     SCALED    
 FO0758* NAVD 88     -      2029.590  (meters)    6658.75   (feet)  ADJUSTED  
 FO0758  ___________________________________________________________________
 FO0758  GEOID HEIGHT-         -20.34  (meters)                     GEOID03
 FO0758  DYNAMIC HT  -        2026.699 (meters)    6649.26  (feet)  COMP
 FO0758  MODELED GRAV-     979,137.1   (mgal)                       NAVD 88
 FO0758
 FO0758  VERT ORDER  -  SECOND    CLASS 0
 FO0758
 FO0758.The horizontal coordinates were scaled from a topographic map and have
 FO0758.an estimated accuracy of +/- 6 seconds.
 FO0758
 FO0758.The orthometric height was determined by differential leveling
 FO0758.and adjusted by the National Geodetic Survey in June 1991..
 FO0758
 FO0758.The geoid height was determined by GEOID03.
 FO0758
 FO0758.The dynamic height is computed by dividing the NAVD 88
 FO0758.geopotential number by the normal gravity value computed on the
 FO0758.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0758.degrees latitude (g = 980.6199 gals.).
 FO0758
 FO0758.The modeled gravity was interpolated from observed gravity values.
 FO0758
 FO0758;                    North         East    Units  Estimated Accuracy
 FO0758;SPC NM W     -   475,810.      829,820.      MT  (+/- 180 meters Scaled)
 FO0758
 FO0758                          SUPERSEDED SURVEY CONTROL
 FO0758
 FO0758  NGVD 29 (??/??/92) 2028.528  (m)         6655.26   (f) ADJ UNCH    2 0
 FO0758
 FO0758.Superseded values are not recommended for survey control.
 FO0758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0758.See file dsdata.txt to determine how the superseded data were derived.
 FO0758
 FO0758_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBV421089(NAD 83)
 FO0758_MARKER: DD = SURVEY DISK
 FO0758_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FO0758_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FO0758_STAMPING: F 140 1935
 FO0758_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO0758+STABILITY: SURFACE MOTION
 FO0758
 FO0758  HISTORY     - Date     Condition        Report By
 FO0758  HISTORY     - 1935     MONUMENTED       USFS
 FO0758  HISTORY     - 1941     GOOD             NGS
 FO0758
 FO0758                          STATION DESCRIPTION
 FO0758
 FO0758'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 FO0758'12.0 MI NW FROM GRANTS.
 FO0758'TO REACH FROM THE ATCHISON, TOPEKA AND SANTA FE RAILROAD STATION AT
 FO0758'GRANTS-- GO 3.8 MILES NORTHWESTERLY ALONG THE U.S. HIGHWAY NO. 66 TO
 FO0758'THE INTERSECTION OF ROAD TO SAN MATEO.  THENCE, GO 8.2 MILES NORTHERLY
 FO0758'ALONG THE ROAD TO SAN MATEO TO THE SITE OF BENCH MARK. BENCH MARK IS
 FO0758'ABOUT 1.0 MILE NORTH OF A CATTLE GUARD, ABOUT 0.2 MILE NORTHEAST OF AN
 FO0758'OLD CORRAL AND WINDMILL ON THE WEST SIDE OF ROAD AND 34.0 FEET EAST OF
 FO0758'AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE ROAD. IT 1.7
 FO0758'FEET NORTHWEST OF A FENCE CORNER, 3.0 FEET SOUTH OF A 4X4-INCH WOODEN
 FO0758'MARKER POST AND 1.2 FEET WEST OF FENCE.  A STD. U.S.F.S. DISK SET IN
 FO0758'CONCRETE POST PROJECTING 0.3 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0668 ***********************************************************************
 FO0668  DESIGNATION -  F 141
 FO0668  PID         -  FO0668
 FO0668  STATE/COUNTY-  NM/CIBOLA
 FO0668  USGS QUAD   -  LAGUNA (1971)
 FO0668
 FO0668                         *CURRENT SURVEY CONTROL
 FO0668  ___________________________________________________________________
 FO0668* NAD 83(1986)-  35 07 06.     (N)    107 26 26.     (W)     SCALED    
 FO0668* NAVD 88     -      1998.218  (meters)    6555.82   (feet)  ADJUSTED  
 FO0668  ___________________________________________________________________
 FO0668  GEOID HEIGHT-         -20.63  (meters)                     GEOID03
 FO0668  DYNAMIC HT  -        1995.359 (meters)    6546.44  (feet)  COMP
 FO0668  MODELED GRAV-     979,131.9   (mgal)                       NAVD 88
 FO0668
 FO0668  VERT ORDER  -  SECOND    CLASS 0
 FO0668
 FO0668.The horizontal coordinates were scaled from a topographic map and have
 FO0668.an estimated accuracy of +/- 6 seconds.
 FO0668
 FO0668.The orthometric height was determined by differential leveling
 FO0668.and adjusted by the National Geodetic Survey in June 1991..
 FO0668
 FO0668.The geoid height was determined by GEOID03.
 FO0668
 FO0668.The dynamic height is computed by dividing the NAVD 88
 FO0668.geopotential number by the normal gravity value computed on the
 FO0668.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0668.degrees latitude (g = 980.6199 gals.).
 FO0668
 FO0668.The modeled gravity was interpolated from observed gravity values.
 FO0668
 FO0668;                    North         East    Units  Estimated Accuracy
 FO0668;SPC NM W     -   456,780.      865,800.      MT  (+/- 180 meters Scaled)
 FO0668
 FO0668                          SUPERSEDED SURVEY CONTROL
 FO0668
 FO0668  NGVD 29 (??/??/92) 1997.133  (m)         6552.26   (f) ADJ UNCH    2 0
 FO0668
 FO0668.Superseded values are not recommended for survey control.
 FO0668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0668.See file dsdata.txt to determine how the superseded data were derived.
 FO0668
 FO0668_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBU775888(NAD 83)
 FO0668_MARKER: DD = SURVEY DISK
 FO0668_SETTING: 80 = SET IN A BOULDER
 FO0668_STAMPING: F 141 1935
 FO0668_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO0668+STABILITY: SURFACE MOTION
 FO0668
 FO0668  HISTORY     - Date     Condition        Report By
 FO0668  HISTORY     - 1935     MONUMENTED       USFS
 FO0668  HISTORY     - 1941     GOOD             NGS
 FO0668
 FO0668                          STATION DESCRIPTION
 FO0668
 FO0668'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 FO0668'1.6 MI E FROM ENCINAL.
 FO0668'TO REACH FROM THE CATHOLIC CHURCH AT ENCINAL-- GO 1.6 MILES EASTERLY
 FO0668'ALONG THE ROAD TO SAN MATEO AND SITE OF BENCH MARK.  BENCH MARK IS
 FO0668'ABOUT 0.3 MILE EAST OF THE BOTTOM OF STEEP GRADE, ABOUT 215.0 FEET
 FO0668'WEST OF WHERE ROAD CROSSES SMALL WASH AND ABOUT 120.0 FEET WEST OF
 FO0668'WHERE ROAD CROSSES SMALL RIDGE.  IT IS 52.0 FEET SOUTH OF AND ABOUT
 FO0668'8.0 FEET ABOVE THE CENTERLINE OF THE ROAD, 11.0 FEET SOUTH OF SMALL
 FO0668'SCRUB CEDAR TREE AND SET HORIZONTALLY IN THE TOP OF SMALL BROWN
 FO0668'BOULDER PROJECTING 1.5 FEET, ON THE TOP OF SMALL FLAT RIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0970 ***********************************************************************
 CX0970  DESIGNATION -  F 142
 CX0970  PID         -  CX0970
 CX0970  STATE/COUNTY-  NM/DONA ANA
 CX0970  USGS QUAD   -  ADEN CRATER (1985)
 CX0970
 CX0970                         *CURRENT SURVEY CONTROL
 CX0970  ___________________________________________________________________
 CX0970* NAD 83(1986)-  32 06 32.     (N)    107 01 20.     (W)     SCALED    
 CX0970* NAVD 88     -      1303.350  (meters)    4276.07   (feet)  ADJUSTED  
 CX0970  ___________________________________________________________________
 CX0970  GEOID HEIGHT-         -24.13  (meters)                     GEOID03
 CX0970  DYNAMIC HT  -        1301.386 (meters)    4269.63  (feet)  COMP
 CX0970  MODELED GRAV-     979,087.6   (mgal)                       NAVD 88
 CX0970
 CX0970  VERT ORDER  -  SECOND    CLASS 0
 CX0970
 CX0970.The horizontal coordinates were scaled from a topographic map and have
 CX0970.an estimated accuracy of +/- 6 seconds.
 CX0970
 CX0970.The orthometric height was determined by differential leveling
 CX0970.and adjusted by the National Geodetic Survey in June 1991..
 CX0970
 CX0970.The geoid height was determined by GEOID03.
 CX0970
 CX0970.The dynamic height is computed by dividing the NAVD 88
 CX0970.geopotential number by the normal gravity value computed on the
 CX0970.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0970.degrees latitude (g = 980.6199 gals.).
 CX0970
 CX0970.The modeled gravity was interpolated from observed gravity values.
 CX0970
 CX0970;                    North         East    Units  Estimated Accuracy
 CX0970;SPC NM C     -   123,200.      427,120.      MT  (+/- 180 meters Scaled)
 CX0970
 CX0970                          SUPERSEDED SURVEY CONTROL
 CX0970
 CX0970  NGVD 29 (??/??/92) 1302.750  (m)         4274.11   (f) ADJ UNCH    2 0
 CX0970
 CX0970.Superseded values are not recommended for survey control.
 CX0970.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0970.See file dsdata.txt to determine how the superseded data were derived.
 CX0970
 CX0970_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR091542(NAD 83)
 CX0970_MARKER: DB = BENCH MARK DISK
 CX0970_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX0970_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CX0970_STAMPING: F 142 1934
 CX0970_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX0970+STABILITY: SURFACE MOTION
 CX0970
 CX0970  HISTORY     - Date     Condition        Report By
 CX0970  HISTORY     - 1934     MONUMENTED       NMGS
 CX0970  HISTORY     - 1953     GOOD             NGS
 CX0970
 CX0970                          STATION DESCRIPTION
 CX0970
 CX0970'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CX0970'6.9 MI E FROM ADEN.
 CX0970'6.9 MILES EAST ALONG THE SOUTHERN PACIFIC RAILWAY FROM THE STATION AT
 CX0970'ADEN, 95 FEET SOUTH OF THE SOUTH RAIL OF THE TRACK, 40 FEET SOUTH OF
 CX0970'MILEPOST 1254, 2.0 FEET NORTH OF THE SOUTH RIGHT-OF-WAY FENCE, 2.0
 CX0970'FEET SOUTH OF A REFERENCE POST, AND SET IN THE TOP OF A CONCRETE POST
 CX0970'PROJECTING 1.0 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0273 ***********************************************************************
 CE0273  DESIGNATION -  F 143
 CE0273  PID         -  CE0273
 CE0273  STATE/COUNTY-  NM/DONA ANA
 CE0273  USGS QUAD   -  POTRILLO (1985)
 CE0273
 CE0273                         *CURRENT SURVEY CONTROL
 CE0273  ___________________________________________________________________
 CE0273* NAD 83(1986)-  31 47 37.     (N)    106 58 10.     (W)     SCALED    
 CE0273* NAVD 88     -      1275.545  (meters)    4184.85   (feet)  ADJUSTED  
 CE0273  ___________________________________________________________________
 CE0273  GEOID HEIGHT-         -24.25  (meters)                     GEOID03
 CE0273  DYNAMIC HT  -        1273.615 (meters)    4178.52  (feet)  COMP
 CE0273  MODELED GRAV-     979,082.2   (mgal)                       NAVD 88
 CE0273
 CE0273  VERT ORDER  -  SECOND    CLASS 0
 CE0273
 CE0273.The horizontal coordinates were scaled from a topographic map and have
 CE0273.an estimated accuracy of +/- 6 seconds.
 CE0273
 CE0273.The orthometric height was determined by differential leveling
 CE0273.and adjusted by the National Geodetic Survey in June 1991..
 CE0273
 CE0273.The geoid height was determined by GEOID03.
 CE0273
 CE0273.The dynamic height is computed by dividing the NAVD 88
 CE0273.geopotential number by the normal gravity value computed on the
 CE0273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0273.degrees latitude (g = 980.6199 gals.).
 CE0273
 CE0273.The modeled gravity was interpolated from observed gravity values.
 CE0273
 CE0273;                    North         East    Units  Estimated Accuracy
 CE0273;SPC NM C     -    88,210.      431,870.      MT  (+/- 180 meters Scaled)
 CE0273
 CE0273                          SUPERSEDED SURVEY CONTROL
 CE0273
 CE0273  NGVD 29 (??/??/92) 1274.983  (m)         4183.01   (f) ADJ UNCH    2 0
 CE0273
 CE0273.Superseded values are not recommended for survey control.
 CE0273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0273.See file dsdata.txt to determine how the superseded data were derived.
 CE0273
 CE0273_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR135192(NAD 83)
 CE0273_MARKER: DB = BENCH MARK DISK
 CE0273_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CE0273_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CE0273_STAMPING: F 143 1935
 CE0273_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CE0273+STABILITY: SURFACE MOTION
 CE0273
 CE0273  HISTORY     - Date     Condition        Report By
 CE0273  HISTORY     - 1935     MONUMENTED       CGS
 CE0273  HISTORY     - 1976     GOOD             USGS
 CE0273
 CE0273                          STATION DESCRIPTION
 CE0273
 CE0273'DESCRIBED BY US GEOLOGICAL SURVEY 1976
 CE0273'23.65 MI W FROM EL PASO.
 CE0273'FROM JCT OF I-10- AND MESA ROAD AT NW EDGE OF EL PASO, TRAVEL W ON
 CE0273'MESA ROAD 3.0 MI TO HWY 273, THENCE N 1.0 MI TO JCT, THENCE W 3.5 MI
 CE0273'TO RR, THENCE N 0.9 MI TO JCT, THENCE W 11.2 MI TO NORIA, THENCE S 0.2
 CE0273'MI TO ROAD ON OLD RR, THENCE W ON OLD RAILROAD 6.55 MI TO BM, AT
 CE0273'CENTER OF A CURVE, ABOUT 98 FT. NE OF ROAD, AND 2 FT. S OF FENCE.  A
 CE0273'STANDARD CAP SET IN A CONCRETE POST AND STAMPED F 143 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0481 ***********************************************************************
 DR0481  DESIGNATION -  F 144
 DR0481  PID         -  DR0481
 DR0481  STATE/COUNTY-  NM/LINCOLN
 DR0481  USGS QUAD   -  ARROYO SERRANO WEST (1981)
 DR0481
 DR0481                         *CURRENT SURVEY CONTROL
 DR0481  ___________________________________________________________________
 DR0481* NAD 83(1986)-  33 38 30.     (N)    105 09 08.     (W)     SCALED    
 DR0481* NAVD 88     -      1590.891  (meters)    5219.45   (feet)  ADJUSTED  
 DR0481  ___________________________________________________________________
 DR0481  GEOID HEIGHT-         -21.63  (meters)                     GEOID03
 DR0481  DYNAMIC HT  -        1588.561 (meters)    5211.80  (feet)  COMP
 DR0481  MODELED GRAV-     979,116.0   (mgal)                       NAVD 88
 DR0481
 DR0481  VERT ORDER  -  SECOND    CLASS 0
 DR0481
 DR0481.The horizontal coordinates were scaled from a topographic map and have
 DR0481.an estimated accuracy of +/- 6 seconds.
 DR0481
 DR0481.The orthometric height was determined by differential leveling
 DR0481.and adjusted by the National Geodetic Survey in June 1991..
 DR0481
 DR0481.The geoid height was determined by GEOID03.
 DR0481
 DR0481.The dynamic height is computed by dividing the NAVD 88
 DR0481.geopotential number by the normal gravity value computed on the
 DR0481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0481.degrees latitude (g = 980.6199 gals.).
 DR0481
 DR0481.The modeled gravity was interpolated from observed gravity values.
 DR0481
 DR0481;                    North         East    Units  Estimated Accuracy
 DR0481;SPC NM C     -   293,450.      601,830.      MT  (+/- 180 meters Scaled)
 DR0481
 DR0481                          SUPERSEDED SURVEY CONTROL
 DR0481
 DR0481  NGVD 29 (??/??/92) 1590.186  (m)         5217.14   (f) ADJ UNCH    2 0
 DR0481
 DR0481.Superseded values are not recommended for survey control.
 DR0481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0481.See file dsdata.txt to determine how the superseded data were derived.
 DR0481
 DR0481_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDT858224(NAD 83)
 DR0481_MARKER: DB = BENCH MARK DISK
 DR0481_SETTING: 66 = SET IN ROCK OUTCROP
 DR0481_SP_SET: OUTCROP
 DR0481_STAMPING: F-144 1935
 DR0481_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DR0481+STABILITY: POSITION/ELEVATION WELL
 DR0481
 DR0481  HISTORY     - Date     Condition        Report By
 DR0481  HISTORY     - 1935     MONUMENTED       CGS
 DR0481  HISTORY     - 1939     GOOD             NGS
 DR0481
 DR0481                          STATION DESCRIPTION
 DR0481
 DR0481'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DR0481'4.1 MI N FROM ARABELA.
 DR0481'4.1 MI. N. ALONG ROAD TO JCT. OF ROADS AT PURCELLA SCHOOLHOUSE.  150
 DR0481'YDS. E. OF A ROCK CLIFF WITH A DRY WASH AT THE BASE, 28 FT. E. OF THE
 DR0481'CENTER LINE OF ROAD, AND SET IN A 4 X 3 X 1 ROCK BOULDER, 4 FT. ABOVE
 DR0481'THE ROADBED.
 DR0481
 DR0481                          STATION RECOVERY (1939)
 DR0481
 DR0481'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1939
 DR0481'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0300 ***********************************************************************
 EP0300  DESIGNATION -  F 145
 EP0300  PID         -  EP0300
 EP0300  STATE/COUNTY-  NM/LINCOLN
 EP0300  USGS QUAD   -  COWBOY MESA NE (1981)
 EP0300
 EP0300                         *CURRENT SURVEY CONTROL
 EP0300  ___________________________________________________________________
 EP0300* NAD 83(1986)-  34 09 01.     (N)    105 07 01.     (W)     SCALED    
 EP0300* NAVD 88     -      1653.191  (meters)    5423.84   (feet)  ADJUSTED  
 EP0300  ___________________________________________________________________
 EP0300  GEOID HEIGHT-         -21.87  (meters)                     GEOID03
 EP0300  DYNAMIC HT  -        1650.820 (meters)    5416.07  (feet)  COMP
 EP0300  MODELED GRAV-     979,143.5   (mgal)                       NAVD 88
 EP0300
 EP0300  VERT ORDER  -  SECOND    CLASS 0
 EP0300
 EP0300.The horizontal coordinates were scaled from a topographic map and have
 EP0300.an estimated accuracy of +/- 6 seconds.
 EP0300
 EP0300.The orthometric height was determined by differential leveling
 EP0300.and adjusted by the National Geodetic Survey in June 1991..
 EP0300
 EP0300.The geoid height was determined by GEOID03.
 EP0300
 EP0300.The dynamic height is computed by dividing the NAVD 88
 EP0300.geopotential number by the normal gravity value computed on the
 EP0300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EP0300.degrees latitude (g = 980.6199 gals.).
 EP0300
 EP0300.The modeled gravity was interpolated from observed gravity values.
 EP0300
 EP0300;                    North         East    Units  Estimated Accuracy
 EP0300;SPC NM C     -   349,900.      604,480.      MT  (+/- 180 meters Scaled)
 EP0300
 EP0300                          SUPERSEDED SURVEY CONTROL
 EP0300
 EP0300  NGVD 29 (??/??/92) 1652.426  (m)         5421.33   (f) ADJ UNCH    2 0
 EP0300
 EP0300.Superseded values are not recommended for survey control.
 EP0300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EP0300.See file dsdata.txt to determine how the superseded data were derived.
 EP0300
 EP0300_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDT892788(NAD 83)
 EP0300_MARKER: DB = BENCH MARK DISK
 EP0300_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EP0300_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EP0300_STAMPING: F 145 1935
 EP0300_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EP0300+STABILITY: SURFACE MOTION
 EP0300
 EP0300  HISTORY     - Date     Condition        Report By
 EP0300  HISTORY     - 1935     MONUMENTED       CGS
 EP0300  HISTORY     - 1974     GOOD             USGS
 EP0300
 EP0300                          STATION DESCRIPTION
 EP0300
 EP0300'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 EP0300'0.4 MI E FROM LON.
 EP0300'ABOUT 32 MILES EAST OF CORONA, 32 MI. E OF, ALONG STATE HIGHWAY 42.
 EP0300'0.4 MILE EAST OF THE RUINS OF THE ABND POST OFFICE AT LON.  0.2 MILE
 EP0300'WEST OF THE JUNCTION OF A ROAD SOUTH.  30 FEET NORTH OF THE CENTERLINE
 EP0300'OF THE HIGHWAY.  A STANDARD US C AND GS BRONZE DISK SET IN THE TOP OF
 EP0300'A CONCRETE POST PROJECTING 1.0 FOOT AND STAMPED F 145 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0689 ***********************************************************************
 CX0689  DESIGNATION -  F 147
 CX0689  PID         -  CX0689
 CX0689  STATE/COUNTY-  NM/DONA ANA
 CX0689  USGS QUAD   -  LA MESA (1955)
 CX0689
 CX0689                         *CURRENT SURVEY CONTROL
 CX0689  ___________________________________________________________________
 CX0689* NAD 83(1986)-  32 05 06.     (N)    106 38 48.     (W)     SCALED    
 CX0689* NAVD 88     -      1161.401  (meters)    3810.36   (feet)  ADJUSTED  
 CX0689  ___________________________________________________________________
 CX0689  GEOID HEIGHT-         -23.89  (meters)                     GEOID03
 CX0689  DYNAMIC HT  -        1159.694 (meters)    3804.76  (feet)  COMP
 CX0689  MODELED GRAV-     979,129.0   (mgal)                       NAVD 88
 CX0689
 CX0689  VERT ORDER  -  FIRST     CLASS II
 CX0689
 CX0689.The horizontal coordinates were scaled from a topographic map and have
 CX0689.an estimated accuracy of +/- 6 seconds.
 CX0689
 CX0689.The orthometric height was determined by differential leveling
 CX0689.and adjusted by the National Geodetic Survey in June 1991..
 CX0689
 CX0689.The geoid height was determined by GEOID03.
 CX0689
 CX0689.The dynamic height is computed by dividing the NAVD 88
 CX0689.geopotential number by the normal gravity value computed on the
 CX0689.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0689.degrees latitude (g = 980.6199 gals.).
 CX0689
 CX0689.The modeled gravity was interpolated from observed gravity values.
 CX0689
 CX0689;                    North         East    Units  Estimated Accuracy
 CX0689;SPC NM C     -   120,360.      462,560.      MT  (+/- 180 meters Scaled)
 CX0689
 CX0689                          SUPERSEDED SURVEY CONTROL
 CX0689
 CX0689  NGVD 29 (??/??/92) 1160.878  (m)         3808.65   (f) ADJ UNCH    1 2
 CX0689
 CX0689.Superseded values are not recommended for survey control.
 CX0689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0689.See file dsdata.txt to determine how the superseded data were derived.
 CX0689
 CX0689_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR445510(NAD 83)
 CX0689_MARKER: DD = SURVEY DISK
 CX0689_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX0689_SP_SET: CONCRETE POST
 CX0689_STAMPING: F 147
 CX0689_MARK LOGO: CGS+SS
 CX0689_PROJECTION: PROJECTING 20 CENTIMETERS
 CX0689_MAGNETIC: N = NO MAGNETIC MATERIAL
 CX0689_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX0689+STABILITY: SURFACE MOTION
 CX0689_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CX0689+SATELLITE: SATELLITE OBSERVATIONS - April 18, 1994
 CX0689
 CX0689  HISTORY     - Date     Condition        Report By
 CX0689  HISTORY     - UNK      MONUMENTED       NMGS
 CX0689  HISTORY     - 1952     GOOD             NGS
 CX0689  HISTORY     - 1954     GOOD             NGS
 CX0689  HISTORY     - 1981     GOOD             NGS
 CX0689  HISTORY     - 19940418 GOOD             NGS
 CX0689
 CX0689                          STATION DESCRIPTION
 CX0689
 CX0689'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CX0689'1.35 MI NW FROM BERINO.
 CX0689'1.35 MILES NORTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 CX0689'FROM THE STATION AT BERINO, 76 FEET SOUTHEAST OF THE EXTENDED CENTER
 CX0689'LINE OF A PRIVATE ROAD LEADING NORTHEAST, 65 FEET SOUTHWEST OF THE
 CX0689'CENTER LINE OF U.S. HIGHWAYS 80 AND 85, 52.5 FEET NORTHEAST OF THE
 CX0689'NORTHEAST RAIL, 21.5 FEET SOUTHWEST OF A FENCE, 21 FEET NORTH OF
 CX0689'MILEPOST 1130, 1.7 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A
 CX0689'CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 CX0689
 CX0689                          STATION RECOVERY (1954)
 CX0689
 CX0689'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 CX0689'RECOVERED IN GOOD CONDITION.
 CX0689
 CX0689                          STATION RECOVERY (1981)
 CX0689
 CX0689'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CX0689'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 CX0689'3.9 KM (2.4 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 478 FROM THE POST
 CX0689'OFFICE IN VADO, 0.3 KM (0.2 MI) NORTHWEST OF COUNTY ROAD A 69,
 CX0689'23.2 METERS (76.0 FT) SOUTHEAST OF THE
 CX0689'EXTENDED CENTER OF A ROAD LEADING NORTHEAST TO FELIZ RANCH, 21.0
 CX0689'METERS (69.0 FT) NORTHEAST OF MILE POST 1131, 19.8 METERS (65.0 FT)
 CX0689'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 16.0 METERS (52.5 FT)
 CX0689'NORTHEAST OF THE NEAR RAIL OF THE ATCHISON TOPEKA AND SANTA FE
 CX0689'RAILROAD, 6.4 METERS (21.0 FT) NORTH OF UTILITY POLE NUMBER 3 G AND
 CX0689'0.5 METER (1.7 FT) SOUTH OF A 4 BY 4 INCH WOODEN WITNESS POST.
 CX0689'THE MARK IS 0.6 METERS  NW FROM A WITNESS POST.
 CX0689
 CX0689                          STATION RECOVERY (1994)
 CX0689
 CX0689'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 CX0689'3.8 KM (2.35 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 478 FROM THE
 CX0689'JUNCTION OF STATE HIGHWAY 189 IN VADO, 20.8 M (68.2 FT) NORTHEAST OF
 CX0689'SANTA FE RAILROAD MILEPOST 1130, 20.3 M (66.6 FT) SOUTHWEST OF THE
 CX0689'HIGHWAY CENTERLINE, 20.3 M (66.6 FT) SOUTHEAST OF THE EXTENDED CENTER
 CX0689'OF A DRIVEWAY LEADING TO THE FELIZ RANCH, 15.9 M (52.2 FT) NORTHEAST
 CX0689'OF THE NEAR RAIL, 0.5 M (1.6 FT) NORTHWEST OF A WITNESS POST, 0.3 M
 CX0689'(1.0 FT) BELOW THE LEVEL OF THE HIGHWAY, AND THE MONUMENT PROJECTS
 CX0689'0.4 M (1.3 FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0433 ***********************************************************************
 CV0433  DESIGNATION -  F 148
 CV0433  PID         -  CV0433
 CV0433  STATE/COUNTY-  NM/LEA
 CV0433  USGS QUAD   -  MALJAMAR (1985)
 CV0433
 CV0433                         *CURRENT SURVEY CONTROL
 CV0433  ___________________________________________________________________
 CV0433* NAD 83(1986)-  32 52 19.     (N)    103 45 56.     (W)     SCALED    
 CV0433* NAVD 88     -      1312.937  (meters)    4307.53   (feet)  ADJUSTED  
 CV0433  ___________________________________________________________________
 CV0433  GEOID HEIGHT-         -22.23  (meters)                     GEOID03
 CV0433  DYNAMIC HT  -        1311.108 (meters)    4301.53  (feet)  COMP
 CV0433  MODELED GRAV-     979,198.0   (mgal)                       NAVD 88
 CV0433
 CV0433  VERT ORDER  -  SECOND    CLASS 0
 CV0433
 CV0433.The horizontal coordinates were scaled from a topographic map and have
 CV0433.an estimated accuracy of +/- 6 seconds.
 CV0433
 CV0433.The orthometric height was determined by differential leveling
 CV0433.and adjusted by the National Geodetic Survey in June 1991..
 CV0433
 CV0433.The geoid height was determined by GEOID03.
 CV0433
 CV0433.The dynamic height is computed by dividing the NAVD 88
 CV0433.geopotential number by the normal gravity value computed on the
 CV0433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0433.degrees latitude (g = 980.6199 gals.).
 CV0433
 CV0433.The modeled gravity was interpolated from observed gravity values.
 CV0433
 CV0433;                    North         East    Units  Estimated Accuracy
 CV0433;SPC NM E     -   207,700.      218,130.      MT  (+/- 180 meters Scaled)
 CV0433
 CV0433                          SUPERSEDED SURVEY CONTROL
 CV0433
 CV0433  NGVD 29 (??/??/92) 1312.432  (m)         4305.87   (f) ADJ UNCH    2 0
 CV0433
 CV0433.Superseded values are not recommended for survey control.
 CV0433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0433.See file dsdata.txt to determine how the superseded data were derived.
 CV0433
 CV0433_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFS154377(NAD 83)
 CV0433_MARKER: DB = BENCH MARK DISK
 CV0433_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0433_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CV0433_STAMPING: F-148 1935
 CV0433_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CV0433+STABILITY: SURFACE MOTION
 CV0433
 CV0433  HISTORY     - Date     Condition        Report By
 CV0433  HISTORY     - 1935     MONUMENTED       CGS
 CV0433
 CV0433                          STATION DESCRIPTION
 CV0433
 CV0433'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 CV0433'1.9 MI N FROM MALJAMAR.
 CV0433'0.9 MI E ALONG STATE HWY NO. 83, THENCE 1.0 MI NW ALONG STATE HWY NO.
 CV0433'31 ON STATE HWY NO. 31, 1.0 MI N.W. FROM JUNCTION OF STATE HWYS NO. 83
 CV0433'AND NO. 31, 90 FEET S.W. OF A CATTLE GUARD, 70 FEET SOUTH OF AN
 CV0433'EAST-WEST FENCE LINE AND 63 FEET W OF THE CENTERLINE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0369 ***********************************************************************
 DQ0369  DESIGNATION -  F 149
 DQ0369  PID         -  DQ0369
 DQ0369  STATE/COUNTY-  NM/LEA
 DQ0369  USGS QUAD   -  HILLBURN CITY SW (1984)
 DQ0369
 DQ0369                         *CURRENT SURVEY CONTROL
 DQ0369  ___________________________________________________________________
 DQ0369* NAD 83(1986)-  33 06 48.     (N)    103 28 40.     (W)     SCALED    
 DQ0369* NAVD 88     -      1250.421  (meters)    4102.42   (feet)  POSTED    
 DQ0369  ___________________________________________________________________
 DQ0369  GEOID HEIGHT-         -21.94  (meters)                     GEOID03
 DQ0369  DYNAMIC HT  -        1248.700 (meters)    4096.78  (feet)  COMP
 DQ0369  MODELED GRAV-     979,217.2   (mgal)                       NAVD 88
 DQ0369
 DQ0369  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 DQ0369
 DQ0369.The horizontal coordinates were scaled from a topographic map and have
 DQ0369.an estimated accuracy of +/- 6 seconds.
 DQ0369
 DQ0369.The orthometric height was determined by differential leveling
 DQ0369.and adjusted by the National Geodetic Survey in 1992..
 DQ0369.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 DQ0369.rate of 4.1 thru 8.0 mm/km.
 DQ0369
 DQ0369.The geoid height was determined by GEOID03.
 DQ0369
 DQ0369.The dynamic height is computed by dividing the NAVD 88
 DQ0369.geopotential number by the normal gravity value computed on the
 DQ0369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0369.degrees latitude (g = 980.6199 gals.).
 DQ0369
 DQ0369.The modeled gravity was interpolated from observed gravity values.
 DQ0369
 DQ0369;                    North         East    Units  Estimated Accuracy
 DQ0369;SPC NM E     -   234,650.      244,850.      MT  (+/- 180 meters Scaled)
 DQ0369
 DQ0369                          SUPERSEDED SURVEY CONTROL
 DQ0369
 DQ0369  NGVD 29 (??/??/92) 1249.944  (m)         4100.86   (f) ADJ UNCH    2 0
 DQ0369
 DQ0369.Superseded values are not recommended for survey control.
 DQ0369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0369.See file dsdata.txt to determine how the superseded data were derived.
 DQ0369
 DQ0369_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFS420648(NAD 83)
 DQ0369_MARKER: DB = BENCH MARK DISK
 DQ0369_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0369_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DQ0369_STAMPING: F-149 1935
 DQ0369_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0369+STABILITY: SURFACE MOTION
 DQ0369
 DQ0369  HISTORY     - Date     Condition        Report By
 DQ0369  HISTORY     - 1935     MONUMENTED       CGS
 DQ0369  HISTORY     - 1970     GOOD             USGS
 DQ0369
 DQ0369                          STATION DESCRIPTION
 DQ0369
 DQ0369'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 DQ0369'18.0 MI NW FROM LOVINGTON.
 DQ0369'LOVINGTON, JCT. OF US HWY 82 AND STATE HWY 18, PROCEED 6.1 MILES N.
 DQ0369'ALONG US HWY 18 TO X-RDS, THENCE 2.0 MILES WEST ON COUNTY ROAD TO
 DQ0369'X-RD, THENCE 1.0 MILES N. ON COUNTY ROAD TO T-RD W., THENCE 5.7 MILES
 DQ0369'W. ON COUNTY ROAD TO T-RD S. AND W.A. ANDERSON RANCH HEADQUARTERS ON
 DQ0369'THE LEFT, PROCEED 0.3 MILE TO T-RD E., THENCE 1.5 MILES N. ON COUNTY
 DQ0369'ROAD TO T-RD W., THENCE 1.0 MILES WEST ON COUNTY ROAD TO CATTLE GUARD
 DQ0369'AND ROAD JUNCTION, PROCEED NW 0.7 MILE THRU PASTURE ON OLD ACCESS ROAD
 DQ0369'TO BM ON THE RIGHT.  BM IS APPROX. 75 FT EAST OF ROAD.  A STANDARD
 DQ0369'DISK STAMPED F-149 1935, SET IN TOP OF CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0509 ***********************************************************************
 DQ0509  DESIGNATION -  F 150
 DQ0509  PID         -  DQ0509
 DQ0509  STATE/COUNTY-  NM/LEA
 DQ0509  USGS QUAD   -  FRIER RANCH (1973)
 DQ0509
 DQ0509                         *CURRENT SURVEY CONTROL
 DQ0509  ___________________________________________________________________
 DQ0509* NAD 83(1986)-  33 10 18.     (N)    103 34 31.     (W)     SCALED    
 DQ0509* NAVD 88     -      1284.809  (meters)    4215.24   (feet)  ADJUSTED  
 DQ0509  ___________________________________________________________________
 DQ0509  GEOID HEIGHT-         -22.02  (meters)                     GEOID03
 DQ0509  DYNAMIC HT  -        1283.036 (meters)    4209.43  (feet)  COMP
 DQ0509  MODELED GRAV-     979,212.6   (mgal)                       NAVD 88
 DQ0509
 DQ0509  VERT ORDER  -  SECOND    CLASS 0
 DQ0509
 DQ0509.The horizontal coordinates were scaled from a topographic map and have
 DQ0509.an estimated accuracy of +/- 6 seconds.
 DQ0509
 DQ0509.The orthometric height was determined by differential leveling
 DQ0509.and adjusted by the National Geodetic Survey in June 1991..
 DQ0509
 DQ0509.The geoid height was determined by GEOID03.
 DQ0509
 DQ0509.The dynamic height is computed by dividing the NAVD 88
 DQ0509.geopotential number by the normal gravity value computed on the
 DQ0509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0509.degrees latitude (g = 980.6199 gals.).
 DQ0509
 DQ0509.The modeled gravity was interpolated from observed gravity values.
 DQ0509
 DQ0509;                    North         East    Units  Estimated Accuracy
 DQ0509;SPC NM E     -   241,050.      235,700.      MT  (+/- 180 meters Scaled)
 DQ0509
 DQ0509                          SUPERSEDED SURVEY CONTROL
 DQ0509
 DQ0509  NGVD 29 (??/??/92) 1284.322  (m)         4213.65   (f) ADJ UNCH    2 0
 DQ0509
 DQ0509.Superseded values are not recommended for survey control.
 DQ0509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0509.See file dsdata.txt to determine how the superseded data were derived.
 DQ0509
 DQ0509_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFS328712(NAD 83)
 DQ0509_MARKER: DB = BENCH MARK DISK
 DQ0509_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0509_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DQ0509_STAMPING: F 150 1935
 DQ0509_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0509+STABILITY: SURFACE MOTION
 DQ0509
 DQ0509  HISTORY     - Date     Condition        Report By
 DQ0509  HISTORY     - 1935     MONUMENTED       CGS
 DQ0509  HISTORY     - 1973     GOOD             USGS
 DQ0509
 DQ0509                          STATION DESCRIPTION
 DQ0509
 DQ0509'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 DQ0509'16.3 MI NW FROM MCDONALD.
 DQ0509'11 MILES WEST ALONG A COUNTY ROAD FROM MCDONALD, LEA COUNTY, THENCE 1
 DQ0509'MILE NORTH, THENCE 4 MILES WEST.  0.3 MILES WEST ALONG A FENCE FROM A
 DQ0509'GROUP OF RANCH BUILDINGS, ABOUT 650 FEET NORTH OF THE ROAD, 22 FEET
 DQ0509'SOUTH OF A FENCE.  A STANDARD DISK, STAMPED F 150 1935 AND SET IN THE
 DQ0509'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0283 ***********************************************************************
 CV0283  DESIGNATION -  F 151
 CV0283  PID         -  CV0283
 CV0283  STATE/COUNTY-  NM/LEA
 CV0283  USGS QUAD   -  LOVINGTON NW (1985)
 CV0283
 CV0283                         *CURRENT SURVEY CONTROL
 CV0283  ___________________________________________________________________
 CV0283* NAD 83(1986)-  32 53 52.     (N)    103 26 57.     (W)     SCALED    
 CV0283* NAVD 88     -      1217.471  (meters)    3994.32   (feet)  ADJUSTED  
 CV0283  ___________________________________________________________________
 CV0283  GEOID HEIGHT-         -21.81  (meters)                     GEOID03
 CV0283  DYNAMIC HT  -        1215.798 (meters)    3988.83  (feet)  COMP
 CV0283  MODELED GRAV-     979,221.1   (mgal)                       NAVD 88
 CV0283
 CV0283  VERT ORDER  -  SECOND    CLASS 0
 CV0283
 CV0283.The horizontal coordinates were scaled from a topographic map and have
 CV0283.an estimated accuracy of +/- 6 seconds.
 CV0283
 CV0283.The orthometric height was determined by differential leveling
 CV0283.and adjusted by the National Geodetic Survey in June 1991..
 CV0283
 CV0283.The geoid height was determined by GEOID03.
 CV0283
 CV0283.The dynamic height is computed by dividing the NAVD 88
 CV0283.geopotential number by the normal gravity value computed on the
 CV0283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0283.degrees latitude (g = 980.6199 gals.).
 CV0283
 CV0283.The modeled gravity was interpolated from observed gravity values.
 CV0283
 CV0283;                    North         East    Units  Estimated Accuracy
 CV0283;SPC NM E     -   210,760.      247,720.      MT  (+/- 180 meters Scaled)
 CV0283
 CV0283                          SUPERSEDED SURVEY CONTROL
 CV0283
 CV0283  NGVD 29 (??/??/92) 1217.019  (m)         3992.84   (f) ADJ UNCH    2 0
 CV0283
 CV0283.Superseded values are not recommended for survey control.
 CV0283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0283.See file dsdata.txt to determine how the superseded data were derived.
 CV0283
 CV0283_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFS450410(NAD 83)
 CV0283_MARKER: DB = BENCH MARK DISK
 CV0283_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0283_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CV0283_STAMPING: F-151 1935
 CV0283_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CV0283+STABILITY: SURFACE MOTION
 CV0283
 CV0283  HISTORY     - Date     Condition        Report By
 CV0283  HISTORY     - 1935     MONUMENTED       CGS
 CV0283  HISTORY     - 1961     GOOD             USGS
 CV0283
 CV0283                          STATION DESCRIPTION
 CV0283
 CV0283'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 CV0283'8.6 MI SW FROM LOVINGTON.
 CV0283'LOVINGTON, 4.0 MILES WEST OF ALONG STATE HWY 83 TO T-ROAD SOUTH,
 CV0283'THENCE SOUTH 2.5 MILES TO DIM ROAD WEST 1.6 MILES WEST AND WS TO RUINS
 CV0283'OF STONE HOUSE AT WINDMILL, 0.5 MILES THROUGH FENCE AND SOUTHWEST TO
 CV0283'WINDMILL AT SW COR OF POTHOLE, IN NW 1/4 OF SEC 27 T.16 S., R 35 E.,
 CV0283'460 FT NE OF WINDMILL, AT NE COR OF POTHOLE, IN CONCRETE POST.
 CV0283'STANDARD USC AND GS DISK STAMPED F-151 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0529 ***********************************************************************
 DQ0529  DESIGNATION -  F 152
 DQ0529  PID         -  DQ0529
 DQ0529  STATE/COUNTY-  NM/LEA
 DQ0529  USGS QUAD   -  FORT RANCH (1973)
 DQ0529
 DQ0529                         *CURRENT SURVEY CONTROL
 DQ0529  ___________________________________________________________________
 DQ0529* NAD 83(1986)-  33 04 32.     (N)    103 36 38.     (W)     SCALED    
 DQ0529* NAVD 88     -      1281.909  (meters)    4205.73   (feet)  ADJUSTED  
 DQ0529  ___________________________________________________________________
 DQ0529  GEOID HEIGHT-         -21.99  (meters)                     GEOID03
 DQ0529  DYNAMIC HT  -        1280.133 (meters)    4199.90  (feet)  COMP
 DQ0529  MODELED GRAV-     979,206.9   (mgal)                       NAVD 88
 DQ0529
 DQ0529  VERT ORDER  -  SECOND    CLASS 0
 DQ0529
 DQ0529.The horizontal coordinates were scaled from a topographic map and have
 DQ0529.an estimated accuracy of +/- 6 seconds.
 DQ0529
 DQ0529.The orthometric height was determined by differential leveling
 DQ0529.and adjusted by the National Geodetic Survey in June 1991..
 DQ0529
 DQ0529.The geoid height was determined by GEOID03.
 DQ0529
 DQ0529.The dynamic height is computed by dividing the NAVD 88
 DQ0529.geopotential number by the normal gravity value computed on the
 DQ0529.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0529.degrees latitude (g = 980.6199 gals.).
 DQ0529
 DQ0529.The modeled gravity was interpolated from observed gravity values.
 DQ0529
 DQ0529;                    North         East    Units  Estimated Accuracy
 DQ0529;SPC NM E     -   230,370.      232,480.      MT  (+/- 180 meters Scaled)
 DQ0529
 DQ0529                          SUPERSEDED SURVEY CONTROL
 DQ0529
 DQ0529  NGVD 29 (??/??/92) 1281.408  (m)         4204.09   (f) ADJ UNCH    2 0
 DQ0529
 DQ0529.Superseded values are not recommended for survey control.
 DQ0529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0529.See file dsdata.txt to determine how the superseded data were derived.
 DQ0529
 DQ0529_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFS296605(NAD 83)
 DQ0529_MARKER: DB = BENCH MARK DISK
 DQ0529_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0529_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DQ0529_STAMPING: F 152 1935
 DQ0529_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0529+STABILITY: SURFACE MOTION
 DQ0529
 DQ0529  HISTORY     - Date     Condition        Report By
 DQ0529  HISTORY     - 1935     MONUMENTED       CGS
 DQ0529  HISTORY     - 1973     GOOD             USGS
 DQ0529
 DQ0529                          STATION DESCRIPTION
 DQ0529
 DQ0529'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 DQ0529'22.3 MI NW FROM LOVINGTON.
 DQ0529'11.1 MILES WEST ALONG U.S. HIGHWAY 82 FROM LOVINGTON, LEA COUNTY,
 DQ0529'THENCE 10.9 MILES NORTH ALONG STATE HIGHWAY 457, THENCE 0.3 MILES WEST
 DQ0529'TO A WINDMILL AND STOCK TANK ON SOUTH SIDE OF THE ROAD.  ABOUT 250
 DQ0529'FEET SOUTHWEST OF THE WINDMILL.  75 FEET EAST OF A 1/4 SECTION CORNER
 DQ0529'BRASS CAP MARKER FOR THE CORNER COMMON TO SECTIONS 28 AND 27, T14S,
 DQ0529'R33E.  A STANDARD DISK, STAMPED F 152 1935 AND SET IN THE TOP OF A
 DQ0529'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0131 ***********************************************************************
 EQ0131  DESIGNATION -  F 153
 EQ0131  PID         -  EQ0131
 EQ0131  STATE/COUNTY-  NM/TORRANCE
 EQ0131  USGS QUAD   -  SCHOLLE (1995)
 EQ0131
 EQ0131                         *CURRENT SURVEY CONTROL
 EQ0131  ___________________________________________________________________
 EQ0131* NAD 83(1986)-  34 26 06.     (N)    106 23 51.     (W)     SCALED    
 EQ0131* NAVD 88     -      1801.934  (meters)    5911.85   (feet)  ADJUSTED  
 EQ0131  ___________________________________________________________________
 EQ0131  GEOID HEIGHT-         -20.34  (meters)                     GEOID03
 EQ0131  DYNAMIC HT  -        1799.363 (meters)    5903.41  (feet)  COMP
 EQ0131  MODELED GRAV-     979,144.3   (mgal)                       NAVD 88
 EQ0131
 EQ0131  VERT ORDER  -  FIRST     CLASS II
 EQ0131
 EQ0131.The horizontal coordinates were scaled from a topographic map and have
 EQ0131.an estimated accuracy of +/- 6 seconds.
 EQ0131
 EQ0131.The orthometric height was determined by differential leveling
 EQ0131.and adjusted by the National Geodetic Survey in June 1991..
 EQ0131
 EQ0131.The geoid height was determined by GEOID03.
 EQ0131
 EQ0131.The dynamic height is computed by dividing the NAVD 88
 EQ0131.geopotential number by the normal gravity value computed on the
 EQ0131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0131.degrees latitude (g = 980.6199 gals.).
 EQ0131
 EQ0131.The modeled gravity was interpolated from observed gravity values.
 EQ0131
 EQ0131;                    North         East    Units  Estimated Accuracy
 EQ0131;SPC NM C     -   380,910.      486,440.      MT  (+/- 180 meters Scaled)
 EQ0131
 EQ0131                          SUPERSEDED SURVEY CONTROL
 EQ0131
 EQ0131  NGVD 29 (??/??/92) 1801.134  (m)         5909.22   (f) ADJ UNCH    1 2
 EQ0131
 EQ0131.Superseded values are not recommended for survey control.
 EQ0131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0131.See file dsdata.txt to determine how the superseded data were derived.
 EQ0131
 EQ0131_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU716112(NAD 83)
 EQ0131_MARKER: DB = BENCH MARK DISK
 EQ0131_SETTING: 66 = SET IN ROCK OUTCROP
 EQ0131_SP_SET: ROCK
 EQ0131_STAMPING: F 153 1958
 EQ0131_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EQ0131+STABILITY: POSITION/ELEVATION WELL
 EQ0131
 EQ0131  HISTORY     - Date     Condition        Report By
 EQ0131  HISTORY     - 1958     MONUMENTED       CGS
 EQ0131
 EQ0131                          STATION DESCRIPTION
 EQ0131
 EQ0131'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 EQ0131'11.25 MI SW FROM MOUNTAINAIR.
 EQ0131'ABOUT 11.25 MILES SOUTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 EQ0131'RAILWAY FROM THE STATION AT MOUNTAINAIR, 52 FEET WEST-NORTHWEST OF THE
 EQ0131'1ST POLE SOUTHWEST OF MILEPOST 867, IN THE TOP OF A SHARP POINTED
 EQ0131'SANDSTONE ROCK WHICH PROJECTS ABOUT 2 FEET, 52 FEET SOUTHEAST OF THE
 EQ0131'SOUTHEAST RAIL, 45 FEET NORTHWEST OF A FENCE, AND ABOUT 1 FOOT BELOW
 EQ0131'THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0317 ***********************************************************************
 EQ0317  DESIGNATION -  F 154
 EQ0317  PID         -  EQ0317
 EQ0317  STATE/COUNTY-  NM/VALENCIA
 EQ0317  USGS QUAD   -  TURN (1991)
 EQ0317
 EQ0317                         *CURRENT SURVEY CONTROL
 EQ0317  ___________________________________________________________________
 EQ0317* NAD 83(1986)-  34 31 58.     (N)    106 39 26.     (W)     SCALED    
 EQ0317* NAVD 88     -      1546.371  (meters)    5073.39   (feet)  ADJUSTED  
 EQ0317  ___________________________________________________________________
 EQ0317  GEOID HEIGHT-         -21.49  (meters)                     GEOID03
 EQ0317  DYNAMIC HT  -        1544.213 (meters)    5066.31  (feet)  COMP
 EQ0317  MODELED GRAV-     979,185.7   (mgal)                       NAVD 88
 EQ0317
 EQ0317  VERT ORDER  -  FIRST     CLASS II
 EQ0317
 EQ0317.The horizontal coordinates were scaled from a topographic map and have
 EQ0317.an estimated accuracy of +/- 6 seconds.
 EQ0317
 EQ0317.The orthometric height was determined by differential leveling
 EQ0317.and adjusted by the National Geodetic Survey in June 1991..
 EQ0317
 EQ0317.The geoid height was determined by GEOID03.
 EQ0317
 EQ0317.The dynamic height is computed by dividing the NAVD 88
 EQ0317.geopotential number by the normal gravity value computed on the
 EQ0317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0317.degrees latitude (g = 980.6199 gals.).
 EQ0317
 EQ0317.The modeled gravity was interpolated from observed gravity values.
 EQ0317
 EQ0317;                    North         East    Units  Estimated Accuracy
 EQ0317;SPC NM C     -   391,820.      462,620.      MT  (+/- 180 meters Scaled)
 EQ0317
 EQ0317                          SUPERSEDED SURVEY CONTROL
 EQ0317
 EQ0317  NGVD 29 (??/??/92) 1545.617  (m)         5070.91   (f) ADJ UNCH    1 2
 EQ0317
 EQ0317.Superseded values are not recommended for survey control.
 EQ0317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0317.See file dsdata.txt to determine how the superseded data were derived.
 EQ0317
 EQ0317_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU479224(NAD 83)
 EQ0317_MARKER: DB = BENCH MARK DISK
 EQ0317_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EQ0317_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EQ0317_STAMPING: F 154 1958
 EQ0317_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EQ0317+STABILITY: SURFACE MOTION
 EQ0317
 EQ0317  HISTORY     - Date     Condition        Report By
 EQ0317  HISTORY     - 1958     MONUMENTED       CGS
 EQ0317
 EQ0317                          STATION DESCRIPTION
 EQ0317
 EQ0317'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 EQ0317'12.3 MI SE FROM BELEN.
 EQ0317'ABOUT 2.3 MILES EAST ALONG STATE HIGHWAY 6 FROM THE ATCHISON, TOPEKA
 EQ0317'AND SANTA FE RAILWAY STATION AT BELEN, THENCE 3.6 MILES SOUTH ALONG
 EQ0317'STATE HIGHWAY 47, THENCE 6.4 MILES SOUTHEAST ALONG THE ATCHISON,
 EQ0317'TOPEKA AND SANTA FE RAILWAY, 3 POLES SOUTHEAST OF MILEPOST 885, AT THE
 EQ0317'SOUTHEAST END OF A LONG FILL, 77 FEET SOUTHWEST OF THE SOUTHWEST RAIL,
 EQ0317'5 FEET SOUTHEAST OF A TELEPHONE POLE, 2 1/2 FEET NORTHWEST OF A WHITE
 EQ0317'WOODEN WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACK, AND IN
 EQ0317'THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0018 ***********************************************************************
 EQ0018  DESIGNATION -  F 155
 EQ0018  PID         -  EQ0018
 EQ0018  STATE/COUNTY-  NM/TORRANCE
 EQ0018  USGS QUAD   -  MOUNTAINAIR (1986)
 EQ0018
 EQ0018                         *CURRENT SURVEY CONTROL
 EQ0018  ___________________________________________________________________
 EQ0018* NAD 83(1986)-  34 31 58.     (N)    106 12 02.     (W)     SCALED    
 EQ0018* NAVD 88     -      1959.223  (meters)    6427.88   (feet)  ADJUSTED  
 EQ0018  ___________________________________________________________________
 EQ0018  GEOID HEIGHT-         -19.86  (meters)                     GEOID03
 EQ0018  DYNAMIC HT  -        1956.387 (meters)    6418.58  (feet)  COMP
 EQ0018  MODELED GRAV-     979,117.5   (mgal)                       NAVD 88
 EQ0018
 EQ0018  VERT ORDER  -  FIRST     CLASS II
 EQ0018
 EQ0018.The horizontal coordinates were scaled from a topographic map and have
 EQ0018.an estimated accuracy of +/- 6 seconds.
 EQ0018
 EQ0018.The orthometric height was determined by differential leveling
 EQ0018.and adjusted by the National Geodetic Survey in June 1991..
 EQ0018
 EQ0018.The geoid height was determined by GEOID03.
 EQ0018
 EQ0018.The dynamic height is computed by dividing the NAVD 88
 EQ0018.geopotential number by the normal gravity value computed on the
 EQ0018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0018.degrees latitude (g = 980.6199 gals.).
 EQ0018
 EQ0018.The modeled gravity was interpolated from observed gravity values.
 EQ0018
 EQ0018;                    North         East    Units  Estimated Accuracy
 EQ0018;SPC NM C     -   391,750.      504,540.      MT  (+/- 180 meters Scaled)
 EQ0018
 EQ0018                          SUPERSEDED SURVEY CONTROL
 EQ0018
 EQ0018  NGVD 29 (??/??/92) 1958.360  (m)         6425.05   (f) ADJ UNCH    1 2
 EQ0018
 EQ0018.Superseded values are not recommended for survey control.
 EQ0018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0018.See file dsdata.txt to determine how the superseded data were derived.
 EQ0018
 EQ0018_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU898218(NAD 83)
 EQ0018_MARKER: DB = BENCH MARK DISK
 EQ0018_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EQ0018_SP_SET: RETAINING WALL
 EQ0018_STAMPING: F 155 1958
 EQ0018_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EQ0018
 EQ0018  HISTORY     - Date     Condition        Report By
 EQ0018  HISTORY     - 1958     MONUMENTED       CGS
 EQ0018  HISTORY     - 1980     GOOD             NGS
 EQ0018
 EQ0018                          STATION DESCRIPTION
 EQ0018
 EQ0018'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 EQ0018'2.25 MI NE FROM MOUNTAINAIR.
 EQ0018'ABOUT 2.25 MILES NORTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 EQ0018'RAILWAY FROM THE STATION AT MOUNTAINAIR, 21 POLES NORTHEAST OF
 EQ0018'MILEPOST 854, IN THE TOP OF THE NORTHEAST END OF THE NORTHWEST
 EQ0018'CONCRETE RETAINING WALL OF A LARGE DOUBLE ARCH BRIDGE, 13 FEET
 EQ0018'NORTHWEST OF THE NORTHWEST RAIL, AND ABOUT 5 FEET BELOW THE LEVEL OF
 EQ0018'THE TRACK.
 EQ0018
 EQ0018                          STATION RECOVERY (1980)
 EQ0018
 EQ0018'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 EQ0018'4.3 KM (2.7 MI) EASTERLY ALONG U.S. HIGHWAY 60 FROM THE POST OFFICE IN
 EQ0018'MOUNTAINAIR, IN TOP OF THE NORTHEAST END OF THE NORTHWEST ABUTMENT OF
 EQ0018'A LARGE DOUBLE ARCHED CONCRETE CULVERT UNDER THE ATCHISON, TOPEKA AND
 EQ0018'SANTA FE RAILROAD, 21 POLES NORTHEAST OF RAILROAD MILEPOST 854, 38.1
 EQ0018'METERS (125.0 FT) SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY AND 4.0
 EQ0018'METERS (13.0 FT) NORTHWEST OF THE NEAR RAIL.
 EQ0018'THE MARK IS 1.5 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0035 ***********************************************************************
 EP0035  DESIGNATION -  F 156
 EP0035  PID         -  EP0035
 EP0035  STATE/COUNTY-  NM/DE BACA
 EP0035  USGS QUAD   -  FORT SUMNER EAST (1982)
 EP0035
 EP0035                         *CURRENT SURVEY CONTROL
 EP0035  ___________________________________________________________________
 EP0035* NAD 83(1986)-  34 28 19.     (N)    104 14 38.     (W)     SCALED    
 EP0035* NAVD 88     -      1234.651  (meters)    4050.68   (feet)  ADJUSTED  
 EP0035  ___________________________________________________________________
 EP0035  GEOID HEIGHT-         -23.61  (meters)                     GEOID03
 EP0035  DYNAMIC HT  -        1233.020 (meters)    4045.33  (feet)  COMP
 EP0035  MODELED GRAV-     979,272.1   (mgal)                       NAVD 88
 EP0035
 EP0035  VERT ORDER  -  FIRST     CLASS II
 EP0035
 EP0035.The horizontal coordinates were scaled from a topographic map and have
 EP0035.an estimated accuracy of +/- 6 seconds.
 EP0035
 EP0035.The orthometric height was determined by differential leveling
 EP0035.and adjusted by the National Geodetic Survey in June 1991..
 EP0035
 EP0035.The geoid height was determined by GEOID03.
 EP0035
 EP0035.The dynamic height is computed by dividing the NAVD 88
 EP0035.geopotential number by the normal gravity value computed on the
 EP0035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EP0035.degrees latitude (g = 980.6199 gals.).
 EP0035
 EP0035.The modeled gravity was interpolated from observed gravity values.
 EP0035
 EP0035;                    North         East    Units  Estimated Accuracy
 EP0035;SPC NM E     -   385,010.      173,220.      MT  (+/- 180 meters Scaled)
 EP0035
 EP0035                          SUPERSEDED SURVEY CONTROL
 EP0035
 EP0035  NGVD 29 (??/??/92) 1234.046  (m)         4048.70   (f) ADJ UNCH    1 2
 EP0035
 EP0035.Superseded values are not recommended for survey control.
 EP0035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EP0035.See file dsdata.txt to determine how the superseded data were derived.
 EP0035
 EP0035_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEU694147(NAD 83)
 EP0035_MARKER: DB = BENCH MARK DISK
 EP0035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EP0035_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EP0035_MARK LOGO: CGS+SS
 EP0035_PROJECTION: PROJECTING 5 CENTIMETERS
 EP0035_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EP0035+STABILITY: SURFACE MOTION
 EP0035_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EP0035+SATELLITE: SATELLITE OBSERVATIONS - June 18, 2004
 EP0035
 EP0035  HISTORY     - Date     Condition        Report By
 EP0035  HISTORY     - UNK      MONUMENTED       CGS
 EP0035  HISTORY     - 1958     GOOD             NGS
 EP0035  HISTORY     - 1982     GOOD             NGS
 EP0035  HISTORY     - 20040618 GOOD             NGS
 EP0035  HISTORY     - 20051023 GOOD             GEOCAC
 EP0035
 EP0035                          STATION DESCRIPTION
 EP0035
 EP0035'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 EP0035'IN FORT SUMNER.
 EP0035'AT FORT SUMNER, 54 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 EP0035'COUNTY COURTHOUSE, 80 FEET WEST OF THE CENTER LINE OF THE SOUTH
 EP0035'ENTRANCE, 84 FEET NORTHEAST OF THE SOUTHWEST CORNER OF THE COURTHOUSE
 EP0035'LAWN, ABOUT 4 INCHES ABOVE THE LEVEL OF THE LAWN, AND IN THE TOP OF A
 EP0035'CONCRETE POST.
 EP0035
 EP0035                          STATION RECOVERY (1982)
 EP0035
 EP0035'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 EP0035'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  IN FORT SUMNER,
 EP0035'AT THE INTERSECTION OF NORTH FIFTH STREET AND AVENUE C, 25.6 METERS
 EP0035'(84.0 FT) NORTHEAST OF THE SOUTHWEST CORNER OF THE COURTHOUSE LAWN,
 EP0035'24.8 METERS (81.4 FT) WEST OF THE CENTER OF THE SOUTH ENTRANCE TO THE
 EP0035'COURTHOUSE, 16.8 METERS (55.1 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF
 EP0035'THE COURTHOUSE AND 2.9 METERS (9.5 FT) NORTHEAST OF A FLAG POLE.
 EP0035'NOTE=THIS DISK IS NOT STAMPED.
 EP0035'THE MARK IS ABOVE LEVEL WITH THE GROUND.
 EP0035
 EP0035                          STATION RECOVERY (2004)
 EP0035
 EP0035'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (DW)
 EP0035'RECOVERED IN GOOD CONDITION.
 EP0035
 EP0035                          STATION RECOVERY (2005)
 EP0035
 EP0035'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 EP0035'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0222 ***********************************************************************
 EP0222  DESIGNATION -  F 157
 EP0222  PID         -  EP0222
 EP0222  STATE/COUNTY-  NM/GUADALUPE
 EP0222  USGS QUAD   -  LONG DRAW (1978)
 EP0222
 EP0222                         *CURRENT SURVEY CONTROL
 EP0222  ___________________________________________________________________
 EP0222* NAD 83(1986)-  34 32 25.     (N)    105 07 12.     (W)     SCALED    
 EP0222* NAVD 88     -      1762.284  (meters)    5781.76   (feet)  ADJUSTED  
 EP0222  ___________________________________________________________________
 EP0222  GEOID HEIGHT-         -21.21  (meters)                     GEOID03
 EP0222  DYNAMIC HT  -        1759.800 (meters)    5773.61  (feet)  COMP
 EP0222  MODELED GRAV-     979,163.4   (mgal)                       NAVD 88
 EP0222
 EP0222  VERT ORDER  -  FIRST     CLASS II
 EP0222
 EP0222.The horizontal coordinates were scaled from a topographic map and have
 EP0222.an estimated accuracy of +/- 6 seconds.
 EP0222
 EP0222.The orthometric height was determined by differential leveling
 EP0222.and adjusted by the National Geodetic Survey in June 1991..
 EP0222
 EP0222.The geoid height was determined by GEOID03.
 EP0222
 EP0222.The dynamic height is computed by dividing the NAVD 88
 EP0222.geopotential number by the normal gravity value computed on the
 EP0222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EP0222.degrees latitude (g = 980.6199 gals.).
 EP0222
 EP0222.The modeled gravity was interpolated from observed gravity values.
 EP0222
 EP0222;                    North         East    Units  Estimated Accuracy
 EP0222;SPC NM E     -   392,860.       92,790.      MT  (+/- 180 meters Scaled)
 EP0222
 EP0222                          SUPERSEDED SURVEY CONTROL
 EP0222
 EP0222  NGVD 29 (??/??/92) 1761.499  (m)         5779.18   (f) ADJ UNCH    1 2
 EP0222
 EP0222.Superseded values are not recommended for survey control.
 EP0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EP0222.See file dsdata.txt to determine how the superseded data were derived.
 EP0222
 EP0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDU889220(NAD 83)
 EP0222_MARKER: DB = BENCH MARK DISK
 EP0222_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EP0222_SP_SET: ABUTMENT
 EP0222_STAMPING: F 157 1958
 EP0222_MARK LOGO: CGS   
 EP0222_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EP0222
 EP0222  HISTORY     - Date     Condition        Report By
 EP0222  HISTORY     - 1958     MONUMENTED       CGS
 EP0222  HISTORY     - 1983     GOOD             NGS
 EP0222
 EP0222                          STATION DESCRIPTION
 EP0222
 EP0222'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 EP0222'6.1 MI SE FROM VAUGHN.
 EP0222'ABOUT 6.1 MILE SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 EP0222'RAILWAY FROM THE STATION AT VAUGHN, IN THE TOP OF THE NORTHWEST END OF
 EP0222'THE NORTHEAST ABUTMENT OF A CONCRETE OVERPASS, ABOUT 0.35 MILE
 EP0222'NORTHWEST OF MILE POST 781, 15 FEET NORTHEAST OF THE NEAR RAIL, AND
 EP0222'ABOUT 5 FEET BELOW THE LEVEL OF THE TRACK.
 EP0222
 EP0222                          STATION RECOVERY (1983)
 EP0222
 EP0222'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 EP0222'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0101 ***********************************************************************
 EP0101  DESIGNATION -  F 158
 EP0101  PID         -  EP0101
 EP0101  STATE/COUNTY-  NM/DE BACA
 EP0101  USGS QUAD   -  YESO NW (1966)
 EP0101
 EP0101                         *CURRENT SURVEY CONTROL
 EP0101  ___________________________________________________________________
 EP0101* NAD 83(1986)-  34 26 24.     (N)    104 37 51.     (W)     SCALED    
 EP0101* NAVD 88     -      1463.075  (meters)    4800.11   (feet)  ADJUSTED  
 EP0101  ___________________________________________________________________
 EP0101  GEOID HEIGHT-         -23.04  (meters)                     GEOID03
 EP0101  DYNAMIC HT  -        1461.087 (meters)    4793.58  (feet)  COMP
 EP0101  MODELED GRAV-     979,225.0   (mgal)                       NAVD 88
 EP0101
 EP0101  VERT ORDER  -  FIRST     CLASS II
 EP0101
 EP0101.The horizontal coordinates were scaled from a topographic map and have
 EP0101.an estimated accuracy of +/- 6 seconds.
 EP0101
 EP0101.The orthometric height was determined by differential leveling
 EP0101.and adjusted by the National Geodetic Survey in June 1991..
 EP0101
 EP0101.The geoid height was determined by GEOID03.
 EP0101
 EP0101.The dynamic height is computed by dividing the NAVD 88
 EP0101.geopotential number by the normal gravity value computed on the
 EP0101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EP0101.degrees latitude (g = 980.6199 gals.).
 EP0101
 EP0101.The modeled gravity was interpolated from observed gravity values.
 EP0101
 EP0101;                    North         East    Units  Estimated Accuracy
 EP0101;SPC NM E     -   381,500.      137,660.      MT  (+/- 180 meters Scaled)
 EP0101
 EP0101                          SUPERSEDED SURVEY CONTROL
 EP0101
 EP0101  NGVD 29 (??/??/92) 1462.408  (m)         4797.92   (f) ADJ UNCH    1 2
 EP0101
 EP0101.Superseded values are not recommended for survey control.
 EP0101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EP0101.See file dsdata.txt to determine how the superseded data were derived.
 EP0101
 EP0101_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEU339110(NAD 83)
 EP0101_MARKER: DB = BENCH MARK DISK
 EP0101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EP0101_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EP0101_STAMPING: F 158 1958
 EP0101_MARK LOGO: CGS   
 EP0101_PROJECTION: PROJECTING 15 CENTIMETERS
 EP0101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EP0101+STABILITY: SURFACE MOTION
 EP0101
 EP0101  HISTORY     - Date     Condition        Report By
 EP0101  HISTORY     - 1958     MONUMENTED       CGS
 EP0101  HISTORY     - 1982     GOOD             NGS
 EP0101
 EP0101                          STATION DESCRIPTION
 EP0101
 EP0101'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 EP0101'1.1 MI W FROM YESO.
 EP0101'ABOUT 1.1 MILE WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 EP0101'FROM THE STATION AT YESO, 93 FEET NORTHEAST OF MILE POST 745, 106
 EP0101'YARDS SOUTH OF THE CENTER LINE OF U. S. HIGHWAY 60, 100 FEET NORTH OF
 EP0101'THE NEAR RAIL, 22 FEET NORTH OF A TELEPHONE POLE, 2 1/2 FEET NORTH OF
 EP0101'THE RIGHT OF WAY FENCE, 39 FEET SOUTH OF THE CENTER LINE OF A DIM
 EP0101'TRACK ROAD, 3 FEET NORTH OF A METAL WITNESS POST, ABOUT 10 FEET BELOW
 EP0101'THE LEVEL OF THE TRACK, AND IN THE TOP OF A CONCRETE POST PROJECTING 7
 EP0101'INCHES.
 EP0101
 EP0101                          STATION RECOVERY (1982)
 EP0101
 EP0101'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 EP0101'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  34.7 KM (21.55
 EP0101'MI) WESTERLY ALONG U.S. HIGHWAY 60 FROM ITS JUNCTION WITH U.S.
 EP0101'HIGHWAY 84 IN FORT SUMNER, THENCE 0.1 KM (0.05 MI) SOUTH ALONG A
 EP0101'GRAVELED ROAD, THENCE 1.5 KM (0.95 MI) WESTERLY ALONG THE SANTA FE
 EP0101'RAILROAD, 30.5 METERS (100.1 FT) NORTH OF THE NEAR RAIL, 28.3 METERS
 EP0101'(92.8 FT) NORTH OF MILEPOST 745, 6.7 METERS (22.0 FT) NORTH OF A
 EP0101'UTILITY POLE AND 0.8 METERS (2.6 FT) NORTH OF A FENCE.
 EP0101'THE MARK IS 0.9 METERS  N FROM A WITNESS POST.
 EP0101'THE MARK IS 3.0 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0013 ***********************************************************************
 GN0013  DESIGNATION -  F 158
 GN0013  PID         -  GN0013
 GN0013  STATE/COUNTY-  NM/RIO ARRIBA
 GN0013  USGS QUAD   -  SAN ANTONIO MOUNTAIN (1995)
 GN0013
 GN0013                         *CURRENT SURVEY CONTROL
 GN0013  ___________________________________________________________________
 GN0013* NAD 83(1986)-  36 47 52.     (N)    106 00 12.     (W)     SCALED    
 GN0013* NAVD 88     -      2574.618  (meters)    8446.89   (feet)  ADJUSTED  
 GN0013  ___________________________________________________________________
 GN0013  GEOID HEIGHT-         -16.63  (meters)                     GEOID03
 GN0013  DYNAMIC HT  -        2571.009 (meters)    8435.05  (feet)  COMP
 GN0013  MODELED GRAV-     979,136.2   (mgal)                       NAVD 88
 GN0013
 GN0013  VERT ORDER  -  SECOND    CLASS 0
 GN0013
 GN0013.The horizontal coordinates were scaled from a topographic map and have
 GN0013.an estimated accuracy of +/- 6 seconds.
 GN0013
 GN0013.The orthometric height was determined by differential leveling
 GN0013.and adjusted by the National Geodetic Survey in June 1991..
 GN0013
 GN0013.The geoid height was determined by GEOID03.
 GN0013
 GN0013.The dynamic height is computed by dividing the NAVD 88
 GN0013.geopotential number by the normal gravity value computed on the
 GN0013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GN0013.degrees latitude (g = 980.6199 gals.).
 GN0013
 GN0013.The modeled gravity was interpolated from observed gravity values.
 GN0013
 GN0013;                    North         East    Units  Estimated Accuracy
 GN0013;SPC NM C     -   643,060.      522,010.      MT  (+/- 180 meters Scaled)
 GN0013
 GN0013                          SUPERSEDED SURVEY CONTROL
 GN0013
 GN0013  NGVD 29 (??/??/92) 2573.282  (m)         8442.51   (f) ADJ UNCH    2 0
 GN0013
 GN0013.Superseded values are not recommended for survey control.
 GN0013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0013.See file dsdata.txt to determine how the superseded data were derived.
 GN0013
 GN0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDA104729(NAD 83)
 GN0013_MARKER: DD = SURVEY DISK
 GN0013_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GN0013_SP_SET: BLACK MALPAIS LEDGE
 GN0013_STAMPING: F 158 1935
 GN0013_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GN0013
 GN0013  HISTORY     - Date     Condition        Report By
 GN0013  HISTORY     - 1935     MONUMENTED       USFS
 GN0013  HISTORY     - 1940     GOOD             NGS
 GN0013  HISTORY     - 1984     MARK NOT FOUND   NGS
 GN0013
 GN0013                          STATION DESCRIPTION
 GN0013
 GN0013'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 GN0013'5.5 MI NW FROM NO AGUA.
 GN0013'5.5 MILES NORTHWEST OF THE RAILROAD STATION IN NO AGUA TO REACH FROM
 GN0013'THE RAILROAD STATION IN NO AGUA, PROCEED NORTH ON STATE HIGHWAY NO.
 GN0013'74, GO 3.6 MILES.  TURN LEFT (WEST) ONTO ROAD LEADING TO SAN ANTONE
 GN0013'RANGER STATION AT ITS JUNCTION WITH STATE HIGHWAY NO. 74, GO 1.9
 GN0013'MILES.  BENCH MARK IS ON A SMALL RIDGE.  65 FEET NORTHEAST OF THE
 GN0013'CENTER LINE OF THE ROAD.  45 FEET NORTHEAST OF INTERSECTION OF THE
 GN0013'ROAD AND AN ABANDONED ROAD.  SET FLUSH AND HORIZONTALLY IN BLACK
 GN0013'MALPAIS LEDGE WHICH PROJECTS ABOUT 0.6 FOOT ABOVE GROUND.
 GN0013
 GN0013                          STATION RECOVERY (1984)
 GN0013
 GN0013'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GN0013'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0060 ***********************************************************************
 EP0060  DESIGNATION -  F 159
 EP0060  PID         -  EP0060
 EP0060  STATE/COUNTY-  NM/DE BACA
 EP0060  USGS QUAD   -  FORT SUMNER WEST (1965)
 EP0060
 EP0060                         *CURRENT SURVEY CONTROL
 EP0060  ___________________________________________________________________
 EP0060* NAD 83(1986)-  34 23 30.     (N)    104 18 40.     (W)     SCALED    
 EP0060* NAVD 88     -      1303.813  (meters)    4277.59   (feet)  ADJUSTED  
 EP0060  ___________________________________________________________________
 EP0060  GEOID HEIGHT-         -23.61  (meters)                     GEOID03
 EP0060  DYNAMIC HT  -        1302.066 (meters)    4271.86  (feet)  COMP
 EP0060  MODELED GRAV-     979,250.3   (mgal)                       NAVD 88
 EP0060
 EP0060  VERT ORDER  -  FIRST     CLASS II
 EP0060
 EP0060.The horizontal coordinates were scaled from a topographic map and have
 EP0060.an estimated accuracy of +/- 6 seconds.
 EP0060
 EP0060.The orthometric height was determined by differential leveling
 EP0060.and adjusted by the National Geodetic Survey in June 1991..
 EP0060
 EP0060.The geoid height was determined by GEOID03.
 EP0060
 EP0060.The dynamic height is computed by dividing the NAVD 88
 EP0060.geopotential number by the normal gravity value computed on the
 EP0060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EP0060.degrees latitude (g = 980.6199 gals.).
 EP0060
 EP0060.The modeled gravity was interpolated from observed gravity values.
 EP0060
 EP0060;                    North         East    Units  Estimated Accuracy
 EP0060;SPC NM E     -   376,100.      167,040.      MT  (+/- 180 meters Scaled)
 EP0060
 EP0060                          SUPERSEDED SURVEY CONTROL
 EP0060
 EP0060  NGVD 29 (??/??/92) 1303.189  (m)         4275.55   (f) ADJ UNCH    1 2
 EP0060
 EP0060.Superseded values are not recommended for survey control.
 EP0060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EP0060.See file dsdata.txt to determine how the superseded data were derived.
 EP0060
 EP0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEU633058(NAD 83)
 EP0060_MARKER: DB = BENCH MARK DISK
 EP0060_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EP0060_SP_SET: BRIDGE
 EP0060_STAMPING: F 159 1958
 EP0060_MARK LOGO: CGS   
 EP0060_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EP0060
 EP0060  HISTORY     - Date     Condition        Report By
 EP0060  HISTORY     - 1958     MONUMENTED       CGS
 EP0060  HISTORY     - 1983     GOOD             NGS
 EP0060
 EP0060                          STATION DESCRIPTION
 EP0060
 EP0060'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 EP0060'8.4 MI SW FROM FORT SUMNER.
 EP0060'ABOUT 8.4 MILES SOUTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 EP0060'RAILWAY FROM THE STATION AT FORT SUMNER, SEVEN TELEPHONE POLES
 EP0060'SOUTHWEST OF MILE POST 725, IN THE TOP OF THE SOUTHWEST END OF THE
 EP0060'SOUTHEAST HEADWALL OF A SMALL CONCRETE BRIDGE, 12 FEET SOUTHEAST OF
 EP0060'THE NEAR RAIL, AND ABOUT 4 FEET BELOW THE LEVEL OF THE TRACK.
 EP0060
 EP0060                          STATION RECOVERY (1983)
 EP0060
 EP0060'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 EP0060'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GO0088 ***********************************************************************
 GO0088  DESIGNATION -  F 16
 GO0088  PID         -  GO0088
 GO0088  STATE/COUNTY-  NM/SAN JUAN
 GO0088  USGS QUAD   -  SULPHUR SPRING (1979)
 GO0088
 GO0088                         *CURRENT SURVEY CONTROL
 GO0088  ___________________________________________________________________
 GO0088* NAD 83(1986)-  36 37 55.     (N)    108 42 21.     (W)     SCALED    
 GO0088* NAVD 88     -      1595.494  (meters)    5234.55   (feet)  POSTED    
 GO0088  ___________________________________________________________________
 GO0088  GEOID HEIGHT-         -21.13  (meters)                     GEOID03
 GO0088  DYNAMIC HT  -        1593.540 (meters)    5228.14  (feet)  COMP
 GO0088  MODELED GRAV-     979,349.2   (mgal)                       NAVD 88
 GO0088
 GO0088  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 GO0088
 GO0088.The horizontal coordinates were scaled from a topographic map and have
 GO0088.an estimated accuracy of +/- 6 seconds.
 GO0088
 GO0088.The orthometric height was determined by differential leveling
 GO0088.and adjusted by the National Geodetic Survey in 1992..
 GO0088.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 GO0088.rate of 1.1 thru 2.0 mm/km.
 GO0088
 GO0088.The geoid height was determined by GEOID03.
 GO0088
 GO0088.The dynamic height is computed by dividing the NAVD 88
 GO0088.geopotential number by the normal gravity value computed on the
 GO0088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GO0088.degrees latitude (g = 980.6199 gals.).
 GO0088
 GO0088.The modeled gravity was interpolated from observed gravity values.
 GO0088
 GO0088;                    North         East    Units  Estimated Accuracy
 GO0088;SPC NM W     -   624,990.      751,970.      MT  (+/- 180 meters Scaled)
 GO0088
 GO0088                          SUPERSEDED SURVEY CONTROL
 GO0088
 GO0088.No superseded survey control is available for this station.
 GO0088
 GO0088_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYF051564(NAD 83)
 GO0088_MARKER: DB = BENCH MARK DISK
 GO0088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GO0088_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GO0088_STAMPING: 5231.574 F 16 1927
 GO0088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GO0088+STABILITY: SURFACE MOTION
 GO0088
 GO0088  HISTORY     - Date     Condition        Report By
 GO0088  HISTORY     - 1927     MONUMENTED       CGS
 GO0088  HISTORY     - 1965     GOOD             USGS
 GO0088  HISTORY     - 1984     MARK NOT FOUND   NGS
 GO0088
 GO0088                          STATION DESCRIPTION
 GO0088
 GO0088'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 GO0088'10.9 MI S FROM SHIPROCK.
 GO0088'ABOUT 10.9 MILES SOUTH ALONG US HIGHWAY 666 FROM THE OFFICE OF THE
 GO0088'SHIPROCK AGENCY AT SHIPROCK, SAN JUAN COUNTY, ABOUT 1 1/2 MILES NORTH
 GO0088'OF TABLE MESA, 1/4 MILE SOUTH OF A BRIDGE, 339 FT. NORTH OF A CONCRETE
 GO0088'CULVERT, 35 FT. WEST OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD
 GO0088'DISK, STAMPED 5231.574 F 16 1927 AND SET IN THE TOP OF A CONCRETE
 GO0088'POST.
 GO0088
 GO0088                          STATION RECOVERY (1984)
 GO0088
 GO0088'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GO0088'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0427 ***********************************************************************
 EO0427  DESIGNATION -  F 160
 EO0427  PID         -  EO0427
 EO0427  STATE/COUNTY-  NM/CURRY
 EO0427  USGS QUAD   -  MELROSE EAST (1972)
 EO0427
 EO0427                         *CURRENT SURVEY CONTROL
 EO0427  ___________________________________________________________________
 EO0427* NAD 83(1986)-  34 25 10.     (N)    103 33 32.     (W)     SCALED    
 EO0427* NAVD 88     -      1343.514  (meters)    4407.85   (feet)  ADJUSTED  
 EO0427  ___________________________________________________________________
 EO0427  GEOID HEIGHT-         -23.16  (meters)                     GEOID03
 EO0427  DYNAMIC HT  -        1341.759 (meters)    4402.09  (feet)  COMP
 EO0427  MODELED GRAV-     979,281.3   (mgal)                       NAVD 88
 EO0427
 EO0427  VERT ORDER  -  FIRST     CLASS II
 EO0427
 EO0427.The horizontal coordinates were scaled from a topographic map and have
 EO0427.an estimated accuracy of +/- 6 seconds.
 EO0427
 EO0427.The orthometric height was determined by differential leveling
 EO0427.and adjusted by the National Geodetic Survey in June 1991..
 EO0427
 EO0427.The geoid height was determined by GEOID03.
 EO0427
 EO0427.The dynamic height is computed by dividing the NAVD 88
 EO0427.geopotential number by the normal gravity value computed on the
 EO0427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0427.degrees latitude (g = 980.6199 gals.).
 EO0427
 EO0427.The modeled gravity was interpolated from observed gravity values.
 EO0427
 EO0427;                    North         East    Units  Estimated Accuracy
 EO0427;SPC NM E     -   379,450.      236,190.      MT  (+/- 180 meters Scaled)
 EO0427
 EO0427                          SUPERSEDED SURVEY CONTROL
 EO0427
 EO0427  NGVD 29 (??/??/92) 1342.929  (m)         4405.93   (f) ADJ UNCH    1 2
 EO0427
 EO0427.Superseded values are not recommended for survey control.
 EO0427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0427.See file dsdata.txt to determine how the superseded data were derived.
 EO0427
 EO0427_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFU324096(NAD 83)
 EO0427_MARKER: DB = BENCH MARK DISK
 EO0427_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EO0427_SP_SET: ABUTMENT
 EO0427_STAMPING: F 160 1958
 EO0427_MARK LOGO: CGS   
 EO0427_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EO0427
 EO0427  HISTORY     - Date     Condition        Report By
 EO0427  HISTORY     - 1958     MONUMENTED       CGS
 EO0427  HISTORY     - 1982     GOOD             NGS
 EO0427
 EO0427                          STATION DESCRIPTION
 EO0427
 EO0427'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 EO0427'4.05 MI E FROM MELROSE.
 EO0427'ABOUT 4.05 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 EO0427'FROM THE STATION AT MELROSE, 108 FEET NORTHWEST OF THE 7TH TELEPHONE
 EO0427'POLE EAST OF MILE POST 677, 8 FEET NORTH OF THE NEAR RAIL OF THE MAIN
 EO0427'TRACK, IN THE NORTH END OF THE LOWER PART OF THE WEST CONCRETE
 EO0427'ABUTMENT OF THE BRIDGE, ABOUT 10 FEET BELOW THE LEVEL OF THE TRACK,
 EO0427'AND PROJECTING ABOUT 4 FEET.
 EO0427
 EO0427                          STATION RECOVERY (1982)
 EO0427
 EO0427'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 EO0427'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  32.2 KM (20.0
 EO0427'MI) WESTERLY ALONG THE SANTA FE RAILROAD FROM THE RAILROAD STATION IN
 EO0427'CLOVIS, 0.3 KM (0.2 MI) EAST OF MILEPOST 677, IN TOP OF THE NORTH END
 EO0427'OF THE LOWER WEST ABUTMENT OF A RAILROAD BRIDGE AND 2.4 METERS (7.9
 EO0427'FT) NORTH OF THE NEAR RAIL.
 EO0427'THE MARK IS 3.0 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0362 ***********************************************************************
 EP0362  DESIGNATION -  F 161
 EP0362  PID         -  EP0362
 EP0362  STATE/COUNTY-  NM/TORRANCE
 EP0362  USGS QUAD   -  PEDERNAL (1978)
 EP0362
 EP0362                         *CURRENT SURVEY CONTROL
 EP0362  ___________________________________________________________________
 EP0362* NAD 83(1986)-  34 38 16.     (N)    105 38 20.     (W)     SCALED    
 EP0362* NAVD 88     -      1939.667  (meters)    6363.72   (feet)  ADJUSTED  
 EP0362  ___________________________________________________________________
 EP0362  GEOID HEIGHT-         -19.75  (meters)                     GEOID03
 EP0362  DYNAMIC HT  -        1936.915 (meters)    6354.70  (feet)  COMP
 EP0362  MODELED GRAV-     979,146.6   (mgal)                       NAVD 88
 EP0362
 EP0362  VERT ORDER  -  FIRST     CLASS II
 EP0362
 EP0362.The horizontal coordinates were scaled from a topographic map and have
 EP0362.an estimated accuracy of +/- 6 seconds.
 EP0362
 EP0362.The orthometric height was determined by differential leveling
 EP0362.and adjusted by the National Geodetic Survey in June 1991..
 EP0362
 EP0362.The geoid height was determined by GEOID03.
 EP0362
 EP0362.The dynamic height is computed by dividing the NAVD 88
 EP0362.geopotential number by the normal gravity value computed on the
 EP0362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EP0362.degrees latitude (g = 980.6199 gals.).
 EP0362
 EP0362.The modeled gravity was interpolated from observed gravity values.
 EP0362
 EP0362;                    North         East    Units  Estimated Accuracy
 EP0362;SPC NM C     -   403,560.      556,030.      MT  (+/- 180 meters Scaled)
 EP0362
 EP0362                          SUPERSEDED SURVEY CONTROL
 EP0362
 EP0362  NGVD 29 (??/??/92) 1938.849  (m)         6361.04   (f) ADJ UNCH    1 2
 EP0362
 EP0362.Superseded values are not recommended for survey control.
 EP0362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EP0362.See file dsdata.txt to determine how the superseded data were derived.
 EP0362
 EP0362_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDU414330(NAD 83)
 EP0362_MARKER: DB = BENCH MARK DISK
 EP0362_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EP0362_SP_SET: CULVERT
 EP0362_STAMPING: F 161 1958
 EP0362_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EP0362
 EP0362  HISTORY     - Date     Condition        Report By
 EP0362  HISTORY     - 1958     MONUMENTED       CGS
 EP0362
 EP0362                          STATION DESCRIPTION
 EP0362
 EP0362'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 EP0362'11.0 MI W FROM ENCINO.
 EP0362'ABOUT 11.0 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 EP0362'FROM THE STATION AT ENCINO, 10 1/2 POLES NORTHEAST OF MILEPOST 815, IN
 EP0362'THE TOP OF THE SOUTHWEST END OF THE SOUTHEAST HEAD WALL OF A TRIPLE
 EP0362'40-INCH TUBE CULVERT, 26 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE
 EP0362'MAIN TRACK, AND ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0577 ***********************************************************************
 GL0577  DESIGNATION -  F 166
 GL0577  PID         -  GL0577
 GL0577  STATE/COUNTY-  NM/UNION
 GL0577  USGS QUAD   -  WEDDING CAKE BUTTE (1972)
 GL0577
 GL0577                         *CURRENT SURVEY CONTROL
 GL0577  ___________________________________________________________________
 GL0577* NAD 83(1986)-  36 55 40.     (N)    103 07 36.     (W)     SCALED    
 GL0577* NAVD 88     -      1367.225  (meters)    4485.64   (feet)  ADJUSTED  
 GL0577  ___________________________________________________________________
 GL0577  GEOID HEIGHT-         -21.99  (meters)                     GEOID03
 GL0577  DYNAMIC HT  -        1365.695 (meters)    4480.62  (feet)  COMP
 GL0577  MODELED GRAV-     979,464.8   (mgal)                       NAVD 88
 GL0577
 GL0577  VERT ORDER  -  SECOND    CLASS 0
 GL0577
 GL0577.The horizontal coordinates were scaled from a topographic map and have
 GL0577.an estimated accuracy of +/- 6 seconds.
 GL0577
 GL0577.The orthometric height was determined by differential leveling
 GL0577.and adjusted by the National Geodetic Survey in June 1991..
 GL0577
 GL0577.The geoid height was determined by GEOID03.
 GL0577
 GL0577.The dynamic height is computed by dividing the NAVD 88
 GL0577.geopotential number by the normal gravity value computed on the
 GL0577.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0577.degrees latitude (g = 980.6199 gals.).
 GL0577
 GL0577.The modeled gravity was interpolated from observed gravity values.
 GL0577
 GL0577;                    North         East    Units  Estimated Accuracy
 GL0577;SPC NM E     -   658,140.      272,500.      MT  (+/- 180 meters Scaled)
 GL0577
 GL0577                          SUPERSEDED SURVEY CONTROL
 GL0577
 GL0577  NGVD 29 (??/??/92) 1366.496  (m)         4483.25   (f) ADJ UNCH    2 0
 GL0577
 GL0577.Superseded values are not recommended for survey control.
 GL0577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0577.See file dsdata.txt to determine how the superseded data were derived.
 GL0577
 GL0577_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA668885(NAD 83)
 GL0577_MARKER: DB = BENCH MARK DISK
 GL0577_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0577_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0577_STAMPING: F 166 1935
 GL0577_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0577+STABILITY: SURFACE MOTION
 GL0577
 GL0577  HISTORY     - Date     Condition        Report By
 GL0577  HISTORY     - 1935     MONUMENTED       CGS
 GL0577  HISTORY     - 1939     GOOD             NGS
 GL0577
 GL0577                          STATION DESCRIPTION
 GL0577
 GL0577'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GL0577'9.5 MI W FROM KENTON, OK.
 GL0577'9.5 MI. W. OF ALONG U.S. HWY. NO. 64 ABOUT 0.1 MI. N.W. OF A BRIDGE,
 GL0577'AND 90 FT. N. OF THE CENTER LINE OF THE HWY.
 GL0577
 GL0577                          STATION RECOVERY (1939)
 GL0577
 GL0577'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1939
 GL0577'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0053 ***********************************************************************
 DT0053  DESIGNATION -  F 167
 DT0053  PID         -  DT0053
 DT0053  STATE/COUNTY-  NM/CATRON
 DT0053  USGS QUAD   -  TULAROSA CANYON (1981)
 DT0053
 DT0053                         *CURRENT SURVEY CONTROL
 DT0053  ___________________________________________________________________
 DT0053* NAD 83(1986)-  33 59 43.     (N)    108 22 51.     (W)     SCALED    
 DT0053* NAVD 88     -      2477.801  (meters)    8129.25   (feet)  ADJUSTED  
 DT0053  ___________________________________________________________________
 DT0053  GEOID HEIGHT-         -21.68  (meters)                     GEOID03
 DT0053  DYNAMIC HT  -        2473.753 (meters)    8115.97  (feet)  COMP
 DT0053  MODELED GRAV-     978,913.0   (mgal)                       NAVD 88
 DT0053
 DT0053  VERT ORDER  -  SECOND    CLASS 0
 DT0053
 DT0053.The horizontal coordinates were scaled from a topographic map and have
 DT0053.an estimated accuracy of +/- 6 seconds.
 DT0053
 DT0053.The orthometric height was determined by differential leveling
 DT0053.and adjusted by the National Geodetic Survey in June 1991..
 DT0053
 DT0053.The geoid height was determined by GEOID03.
 DT0053
 DT0053.The dynamic height is computed by dividing the NAVD 88
 DT0053.geopotential number by the normal gravity value computed on the
 DT0053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0053.degrees latitude (g = 980.6199 gals.).
 DT0053
 DT0053.The modeled gravity was interpolated from observed gravity values.
 DT0053
 DT0053;                    North         East    Units  Estimated Accuracy
 DT0053;SPC NM W     -   332,270.      779,420.      MT  (+/- 180 meters Scaled)
 DT0053
 DT0053                          SUPERSEDED SURVEY CONTROL
 DT0053
 DT0053  NGVD 29 (??/??/92) 2476.696  (m)         8125.63   (f) ADJ UNCH    2 0
 DT0053
 DT0053.Superseded values are not recommended for survey control.
 DT0053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0053.See file dsdata.txt to determine how the superseded data were derived.
 DT0053
 DT0053_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYC419647(NAD 83)
 DT0053_MARKER: DB = BENCH MARK DISK
 DT0053_SETTING: 66 = SET IN ROCK OUTCROP
 DT0053_SP_SET: ROCK OUTCROP
 DT0053_STAMPING: F 167 1935
 DT0053_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DT0053+STABILITY: POSITION/ELEVATION WELL
 DT0053
 DT0053  HISTORY     - Date     Condition        Report By
 DT0053  HISTORY     - 1935     MONUMENTED       CGS
 DT0053  HISTORY     - 1975     MARK NOT FOUND   USGS
 DT0053
 DT0053                          STATION DESCRIPTION
 DT0053
 DT0053'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DT0053'8.2 MI E FROM ARAGON.
 DT0053'8.2 MI. E. ALONG STATE NO. 12, THENCE N. 5.8 MI. ALONG ROAD TO MANGAS.
 DT0053'ABOUT 84 FT. W. OF THE CENTER LINE OF THE ROAD, ON AN EASTERLY SLOPE,
 DT0053'ABOUT 15 FT. E. OF FOUR PINE TREES FORMING A HALF-CIRCLE AND SET ON A
 DT0053'ROCK OUTCROP ABOUT 13 FT. ABOVE THE ROAD BED.
 DT0053
 DT0053                          STATION RECOVERY (1975)
 DT0053
 DT0053'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 DT0053'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0106 ***********************************************************************
 ER0106  DESIGNATION -  F 168
 ER0106  PID         -  ER0106
 ER0106  STATE/COUNTY-  NM/CATRON
 ER0106  USGS QUAD   -  LARGO MESA (1981)
 ER0106
 ER0106                         *CURRENT SURVEY CONTROL
 ER0106  ___________________________________________________________________
 ER0106* NAD 83(1986)-  34 10 01.     (N)    108 32 00.     (W)     SCALED    
 ER0106* NAVD 88     -      2267.343  (meters)    7438.77   (feet)  ADJUSTED  
 ER0106  ___________________________________________________________________
 ER0106  GEOID HEIGHT-         -21.55  (meters)                     GEOID03
 ER0106  DYNAMIC HT  -        2263.767 (meters)    7427.04  (feet)  COMP
 ER0106  MODELED GRAV-     978,977.2   (mgal)                       NAVD 88
 ER0106
 ER0106  VERT ORDER  -  SECOND    CLASS 0
 ER0106
 ER0106.The horizontal coordinates were scaled from a topographic map and have
 ER0106.an estimated accuracy of +/- 6 seconds.
 ER0106
 ER0106.The orthometric height was determined by differential leveling
 ER0106.and adjusted by the National Geodetic Survey in June 1991..
 ER0106
 ER0106.The geoid height was determined by GEOID03.
 ER0106
 ER0106.The dynamic height is computed by dividing the NAVD 88
 ER0106.geopotential number by the normal gravity value computed on the
 ER0106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0106.degrees latitude (g = 980.6199 gals.).
 ER0106
 ER0106.The modeled gravity was interpolated from observed gravity values.
 ER0106
 ER0106;                    North         East    Units  Estimated Accuracy
 ER0106;SPC NM W     -   351,400.      765,460.      MT  (+/- 180 meters Scaled)
 ER0106
 ER0106                          SUPERSEDED SURVEY CONTROL
 ER0106
 ER0106  NGVD 29 (??/??/92) 2266.318  (m)         7435.41   (f) ADJ UNCH    2 0
 ER0106
 ER0106.Superseded values are not recommended for survey control.
 ER0106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0106.See file dsdata.txt to determine how the superseded data were derived.
 ER0106
 ER0106_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYC273834(NAD 83)
 ER0106_MARKER: DB = BENCH MARK DISK
 ER0106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ER0106_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ER0106_STAMPING: F 168 1935
 ER0106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0106+STABILITY: SURFACE MOTION
 ER0106
 ER0106  HISTORY     - Date     Condition        Report By
 ER0106  HISTORY     - 1935     MONUMENTED       CGS
 ER0106  HISTORY     - 1977     GOOD             USGS
 ER0106
 ER0106                          STATION DESCRIPTION
 ER0106
 ER0106'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 ER0106'15.2 MI NW FROM MANGAS RANGER STA.
 ER0106'15.2 MI. N.W. ALONG CASTLE ROCK ROAD.  ABOUT 130 FT. W. OF POINT WHERE
 ER0106'ROAD CROSSES CREEK AND 80 FT. S. OF THE CENTER LINE OF THE ROAD.
 ER0106
 ER0106                          STATION RECOVERY (1977)
 ER0106
 ER0106'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 ER0106'U.S. POST OFFICE AT QUEMADO, NEW MEXICO- 0.5 MILES WEST ALONG U.S.
 ER0106'HWY. 60 TO JUNCTION WITH STATE HWY. 32, THEN 12.8 MILES SOUTH ALONG
 ER0106'NEW MEXICO STATE HWY. 32 TO ROAD AT BEND SOUTH OF LARGO CREEK, THEN
 ER0106'0.35 MILE SOUTHEAST UP LARGO CREEK ALONG DIM TRACK ROAD, 135 FT.
 ER0106'NORTHEAST OF WIRE GATE, 57 FT. NORTHWEST OF FENCE, STANDARD TABLET
 ER0106'SET IN CONCRETE POST WHICH PROJECTS 0.2 FOOT-TABLET STAMPED F 168
 ER0106'1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0439 ***********************************************************************
 EQ0439  DESIGNATION -  F 169
 EQ0439  PID         -  EQ0439
 EQ0439  STATE/COUNTY-  NM/CATRON
 EQ0439  USGS QUAD   -  THIRD CANYON (1964)
 EQ0439
 EQ0439                         *CURRENT SURVEY CONTROL
 EQ0439  ___________________________________________________________________
 EQ0439* NAD 83(1986)-  34 24 27.     (N)    107 55 40.     (W)     SCALED    
 EQ0439* NAVD 88     -      2230.684  (meters)    7318.50   (feet)  POSTED    
 EQ0439  ___________________________________________________________________
 EQ0439  GEOID HEIGHT-         -21.08  (meters)                     GEOID03
 EQ0439  DYNAMIC HT  -        2227.240 (meters)    7307.20  (feet)  COMP
 EQ0439  MODELED GRAV-     979,013.3   (mgal)                       NAVD 88
 EQ0439
 EQ0439  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EQ0439
 EQ0439.The horizontal coordinates were scaled from a topographic map and have
 EQ0439.an estimated accuracy of +/- 6 seconds.
 EQ0439
 EQ0439.The orthometric height was determined by differential leveling
 EQ0439.and adjusted by the National Geodetic Survey in 1992..
 EQ0439.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EQ0439.rate of 0.0 thru 1.0 mm/km.
 EQ0439
 EQ0439.The geoid height was determined by GEOID03.
 EQ0439
 EQ0439.The dynamic height is computed by dividing the NAVD 88
 EQ0439.geopotential number by the normal gravity value computed on the
 EQ0439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0439.degrees latitude (g = 980.6199 gals.).
 EQ0439
 EQ0439.The modeled gravity was interpolated from observed gravity values.
 EQ0439
 EQ0439;                    North         East    Units  Estimated Accuracy
 EQ0439;SPC NM W     -   377,860.      821,320.      MT  (+/- 180 meters Scaled)
 EQ0439
 EQ0439                          SUPERSEDED SURVEY CONTROL
 EQ0439
 EQ0439  NGVD 29 (??/??/92) 2229.707  (m)         7315.30   (f) ADJ UNCH    2 0
 EQ0439
 EQ0439.Superseded values are not recommended for survey control.
 EQ0439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0439.See file dsdata.txt to determine how the superseded data were derived.
 EQ0439
 EQ0439_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBU308112(NAD 83)
 EQ0439_MARKER: DB = BENCH MARK DISK
 EQ0439_SETTING: 66 = SET IN ROCK OUTCROP
 EQ0439_SP_SET: ROCK
 EQ0439_STAMPING: F 169 1935
 EQ0439_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EQ0439+STABILITY: POSITION/ELEVATION WELL
 EQ0439
 EQ0439  HISTORY     - Date     Condition        Report By
 EQ0439  HISTORY     - 1935     MONUMENTED       CGS
 EQ0439  HISTORY     - 1941     GOOD             NGS
 EQ0439
 EQ0439                          STATION DESCRIPTION
 EQ0439
 EQ0439'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 EQ0439'12.1 MI NE FROM TRES LAGUNAS.
 EQ0439'TO REACH BENCH MARK FROM THE POST OFFICE AT TRES LAGUNAS, PROCEED
 EQ0439'NORTHEAST ON GRADED ROAD, GO 9.8 MILES TO INTERSECTION OF ROADS NEAR
 EQ0439'THE MCPHAUL RANCH.  THENCE, TURN LEFT (NORTH) AND CONTINUE NORTHEAST
 EQ0439'FOR 2.3 MILES TO SITE OF BENCH MARK.  BENCH MARK IS ON TOP OF THE WEST
 EQ0439'END OF A LARGE FLAT SANDSTONE ROCK AT THE FOOT OF A ROCK CLIFF. ABOUT
 EQ0439'100.0 FEET NORTH OF AND ABOUT 4.0 FEET ABOVE THE CENTERLINE OF THE
 EQ0439'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GO0045 ***********************************************************************
 GO0045  DESIGNATION -  F 17
 GO0045  PID         -  GO0045
 GO0045  STATE/COUNTY-  NM/SAN JUAN
 GO0045  USGS QUAD   -  HUGH LAKE (1979)
 GO0045
 GO0045                         *CURRENT SURVEY CONTROL
 GO0045  ___________________________________________________________________
 GO0045* NAD 83(1986)-  36 34 58.     (N)    108 13 59.     (W)     SCALED    
 GO0045* NAVD 88     -      1821.048  (meters)    5974.56   (feet)  POSTED    
 GO0045  ___________________________________________________________________
 GO0045  GEOID HEIGHT-         -21.24  (meters)                     GEOID03
 GO0045  DYNAMIC HT  -        1818.710 (meters)    5966.88  (feet)  COMP
 GO0045  MODELED GRAV-     979,281.6   (mgal)                       NAVD 88
 GO0045
 GO0045  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GO0045
 GO0045.The horizontal coordinates were scaled from a topographic map and have
 GO0045.an estimated accuracy of +/- 6 seconds.
 GO0045
 GO0045.The orthometric height was determined by differential leveling
 GO0045.and adjusted by the National Geodetic Survey in 1992..
 GO0045.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GO0045.rate of 0.0 thru 1.0 mm/km.
 GO0045
 GO0045.The geoid height was determined by GEOID03.
 GO0045
 GO0045.The dynamic height is computed by dividing the NAVD 88
 GO0045.geopotential number by the normal gravity value computed on the
 GO0045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GO0045.degrees latitude (g = 980.6199 gals.).
 GO0045
 GO0045.The modeled gravity was interpolated from observed gravity values.
 GO0045
 GO0045;                    North         East    Units  Estimated Accuracy
 GO0045;SPC NM W     -   619,260.      794,230.      MT  (+/- 180 meters Scaled)
 GO0045
 GO0045                          SUPERSEDED SURVEY CONTROL
 GO0045
 GO0045  NGVD 29 (??/??/92) 1820.032  (m)         5971.22   (f) ADJ UNCH    3 0
 GO0045
 GO0045.Superseded values are not recommended for survey control.
 GO0045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GO0045.See file dsdata.txt to determine how the superseded data were derived.
 GO0045
 GO0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYF475521(NAD 83)
 GO0045_MARKER: DB = BENCH MARK DISK
 GO0045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GO0045_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GO0045_STAMPING: F 17 1927 ELEV 5971.222
 GO0045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GO0045+STABILITY: SURFACE MOTION
 GO0045
 GO0045  HISTORY     - Date     Condition        Report By
 GO0045  HISTORY     - 1927     MONUMENTED       CGS
 GO0045  HISTORY     - 1934     GOOD             NGS
 GO0045  HISTORY     - 1966     GOOD             USGS
 GO0045
 GO0045                          STATION DESCRIPTION
 GO0045
 GO0045'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GO0045'13.0 MI S FROM FARMINGTON.
 GO0045'ABOUT 13 MILES SOUTH OF FARMINGTON, SAN JUAN COUNTY, 90 FEET NORTH OF
 GO0045'THE G.L.O. CORNER POST OF SECTIONS 8, 9, 16, 17, T. 27 N., R 13 W.,
 GO0045'AND 4 FEET WEST OF THE NEW NEWCOMB-FARMINGTON CUT-OFF ROAD.  A
 GO0045'STANDARD DISK, STAMPED F 17 1927 ELEV 5971.222 AND SET IN THE TOP OF A
 GO0045'CONCRETE POST.
 GO0045
 GO0045                          STATION RECOVERY (1966)
 GO0045
 GO0045'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 GO0045'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0007 ***********************************************************************
 FN0007  DESIGNATION -  F 19
 FN0007  PID         -  FN0007
 FN0007  STATE/COUNTY-  NM/HARDING
 FN0007  USGS QUAD   -  ROY (1974)
 FN0007
 FN0007                         *CURRENT SURVEY CONTROL
 FN0007  ___________________________________________________________________
 FN0007* NAD 83(1986)-  35 56 29.     (N)    104 11 43.     (W)     SCALED    
 FN0007* NAVD 88     -      1796.452  (meters)    5893.86   (feet)  ADJUSTED  
 FN0007  ___________________________________________________________________
 FN0007  GEOID HEIGHT-         -19.79  (meters)                     GEOID03
 FN0007  DYNAMIC HT  -        1794.163 (meters)    5886.35  (feet)  COMP
 FN0007  MODELED GRAV-     979,294.4   (mgal)                       NAVD 88
 FN0007
 FN0007  VERT ORDER  -  SECOND    CLASS 0
 FN0007
 FN0007.The horizontal coordinates were scaled from a topographic map and have
 FN0007.an estimated accuracy of +/- 6 seconds.
 FN0007
 FN0007.The orthometric height was determined by differential leveling
 FN0007.and adjusted by the National Geodetic Survey in June 1991..
 FN0007
 FN0007.The geoid height was determined by GEOID03.
 FN0007
 FN0007.The dynamic height is computed by dividing the NAVD 88
 FN0007.geopotential number by the normal gravity value computed on the
 FN0007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FN0007.degrees latitude (g = 980.6199 gals.).
 FN0007
 FN0007.The modeled gravity was interpolated from observed gravity values.
 FN0007
 FN0007;                    North         East    Units  Estimated Accuracy
 FN0007;SPC NM E     -   548,020.      177,460.      MT  (+/- 180 meters Scaled)
 FN0007
 FN0007                          SUPERSEDED SURVEY CONTROL
 FN0007
 FN0007  NGVD 29 (??/??/92) 1795.653  (m)         5891.24   (f) ADJ UNCH    2 0
 FN0007
 FN0007.Superseded values are not recommended for survey control.
 FN0007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0007.See file dsdata.txt to determine how the superseded data were derived.
 FN0007
 FN0007_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEV725777(NAD 83)
 FN0007_MARKER: DB = BENCH MARK DISK
 FN0007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FN0007_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FN0007_STAMPING: 5891.238 F 19 1928
 FN0007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FN0007+STABILITY: SURFACE MOTION
 FN0007
 FN0007  HISTORY     - Date     Condition        Report By
 FN0007  HISTORY     - 1928     MONUMENTED       CGS
 FN0007  HISTORY     - 1939     GOOD             NGS
 FN0007  HISTORY     - 1974     MARK NOT FOUND   USGS
 FN0007
 FN0007                          STATION DESCRIPTION
 FN0007
 FN0007'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 FN0007'IN ROY.
 FN0007'AT ROY, HARDING COUNTY, 550 FEET SOUTH OF THE SOUTHERN PACIFIC COMPANY
 FN0007'RAILROAD STATION, 150 FEET NORTHEAST OF MILEPOST 1696, 60 FEET SOUTH
 FN0007'OF A SWITCH STAND, AND 46 FEET EAST OF THE CENTERLINE OF THE MAIN
 FN0007'TRACK.  A STANDARD DISK, STAMPED 5891.238 F 19 1928 AND SET IN THE TOP
 FN0007'OF A CONCRETE POST.  NOTE-- RR HAS BEEN DISMANTLED AND AN AIRPLANE
 FN0007'RUNWAY WAS CONSTRUCTED ON TOP OF THE RR BED.
 FN0007
 FN0007                          STATION RECOVERY (1974)
 FN0007
 FN0007'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 FN0007'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0547 ***********************************************************************
 DR0547  DESIGNATION -  F 193
 DR0547  PID         -  DR0547
 DR0547  STATE/COUNTY-  NM/LINCOLN
 DR0547  USGS QUAD   -  TINNIE (1989)
 DR0547
 DR0547                         *CURRENT SURVEY CONTROL
 DR0547  ___________________________________________________________________
 DR0547* NAD 83(1986)-  33 22 12.     (N)    105 13 41.     (W)     SCALED    
 DR0547* NAVD 88     -      1573.181  (meters)    5161.34   (feet)  ADJUSTED  
 DR0547  ___________________________________________________________________
 DR0547  GEOID HEIGHT-         -21.00  (meters)                     GEOID03
 DR0547  DYNAMIC HT  -        1570.861 (meters)    5153.73  (feet)  COMP
 DR0547  MODELED GRAV-     979,107.3   (mgal)                       NAVD 88
 DR0547
 DR0547  VERT ORDER  -  SECOND    CLASS 0
 DR0547
 DR0547.The horizontal coordinates were scaled from a topographic map and have
 DR0547.an estimated accuracy of +/- 6 seconds.
 DR0547
 DR0547.The orthometric height was determined by differential leveling
 DR0547.and adjusted by the National Geodetic Survey in June 1991..
 DR0547
 DR0547.The geoid height was determined by GEOID03.
 DR0547
 DR0547.The dynamic height is computed by dividing the NAVD 88
 DR0547.geopotential number by the normal gravity value computed on the
 DR0547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0547.degrees latitude (g = 980.6199 gals.).
 DR0547
 DR0547.The modeled gravity was interpolated from observed gravity values.
 DR0547
 DR0547;                    North         East    Units  Estimated Accuracy
 DR0547;SPC NM C     -   263,250.      595,100.      MT  (+/- 180 meters Scaled)
 DR0547
 DR0547                          SUPERSEDED SURVEY CONTROL
 DR0547
 DR0547  NGVD 29 (??/??/92) 1572.510  (m)         5159.14   (f) ADJ UNCH    2 0
 DR0547
 DR0547.Superseded values are not recommended for survey control.
 DR0547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0547.See file dsdata.txt to determine how the superseded data were derived.
 DR0547
 DR0547_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDS787923(NAD 83)
 DR0547_MARKER: DB = BENCH MARK DISK
 DR0547_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DR0547_SP_SET: CULVERT
 DR0547_STAMPING: F 193 1939
 DR0547_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR0547
 DR0547  HISTORY     - Date     Condition        Report By
 DR0547  HISTORY     - 1939     MONUMENTED       CGS
 DR0547
 DR0547                          STATION DESCRIPTION
 DR0547
 DR0547'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 DR0547'3.3 MI E FROM HONDO.
 DR0547'3.3 MILES EAST ALONG U.S. HIGHWAY 70 FROM THE GENERAL STORE AT HONDO,
 DR0547'LINCOLN COUNTY, AT TINNIE, 73 YARDS WEST OF THE WEST FACE OF THE HONDO
 DR0547'VALLEY GARAGE (IN 1939), AT A 24-INCH CORRUGATED-METAL PIPE CULVERT,
 DR0547'IN THE TOP OF THE EAST END OF THE NORTH CONCRETE HEADWALL, 18 FEET
 DR0547'NORTH OF THE CENTERLINE OF THE HIGHWAY, AND LEVEL WITH THE HIGHWAY. A
 DR0547'STANDARD DISK, STAMPED F 193 1939.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0348 ***********************************************************************
 EO0348  DESIGNATION -  F 194
 EO0348  PID         -  EO0348
 EO0348  STATE/COUNTY-  NM/ROOSEVELT
 EO0348  USGS QUAD   -  PORTALES (1985)
 EO0348
 EO0348                         *CURRENT SURVEY CONTROL
 EO0348  ___________________________________________________________________
 EO0348* NAD 83(1986)-  34 14 43.     (N)    103 15 33.     (W)     SCALED    
 EO0348* NAVD 88     -      1234.516  (meters)    4050.24   (feet)  ADJUSTED  
 EO0348  ___________________________________________________________________
 EO0348  GEOID HEIGHT-         -23.17  (meters)                     GEOID03
 EO0348  DYNAMIC HT  -        1232.920 (meters)    4045.01  (feet)  COMP
 EO0348  MODELED GRAV-     979,299.4   (mgal)                       NAVD 88
 EO0348
 EO0348  VERT ORDER  -  FIRST     CLASS II
 EO0348
 EO0348.The horizontal coordinates were scaled from a topographic map and have
 EO0348.an estimated accuracy of +/- 6 seconds.
 EO0348
 EO0348.The orthometric height was determined by differential leveling
 EO0348.and adjusted by the National Geodetic Survey in June 1991..
 EO0348
 EO0348.The geoid height was determined by GEOID03.
 EO0348
 EO0348.The dynamic height is computed by dividing the NAVD 88
 EO0348.geopotential number by the normal gravity value computed on the
 EO0348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0348.degrees latitude (g = 980.6199 gals.).
 EO0348
 EO0348.The modeled gravity was interpolated from observed gravity values.
 EO0348
 EO0348;                    North         East    Units  Estimated Accuracy
 EO0348;SPC NM E     -   360,380.      263,940.      MT  (+/- 180 meters Scaled)
 EO0348
 EO0348                          SUPERSEDED SURVEY CONTROL
 EO0348
 EO0348  NGVD 29 (??/??/92) 1233.976  (m)         4048.47   (f) ADJ UNCH    1 2
 EO0348
 EO0348.Superseded values are not recommended for survey control.
 EO0348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0348.See file dsdata.txt to determine how the superseded data were derived.
 EO0348
 EO0348_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFT603907(NAD 83)
 EO0348_MARKER: DB = BENCH MARK DISK
 EO0348_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EO0348_SP_SET: CULVERT
 EO0348_STAMPING: F 194 1939
 EO0348_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EO0348
 EO0348  HISTORY     - Date     Condition        Report By
 EO0348  HISTORY     - 1939     MONUMENTED       CGS
 EO0348  HISTORY     - 1940     GOOD             NGS
 EO0348  HISTORY     - 1982     MARK NOT FOUND   NGS
 EO0348
 EO0348                          STATION DESCRIPTION
 EO0348
 EO0348'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 EO0348'6.1 MI NE FROM PORTALES.
 EO0348'6.1 MILES NORTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 EO0348'FROM THE STATION AT PORTALES, ON U. S. HIGHWAY 70 WHICH PARALLELS THE
 EO0348'TRACK, 200 YARDS WEST-SOUTHWEST OF A HOUSE AND A WINDMILL ON THE
 EO0348'SOUTHEAST SIDE OF THE HIGHWAY, 350 FEET SOUTHEAST OF THE CENTERLINE OF
 EO0348'THE TRACK, 300 FEET NORTHEAST OF A ROAD LEADING TO A HOUSE NORTH OF
 EO0348'THE TRACK, AT A TRIPLE-PIPE CULVERT, IN THE CENTER OF THE TOP OF THE
 EO0348'NORTHWEST CONCRETE HEADWALL, AND 18 FEET NORTHWEST OF THE CENTERLINE
 EO0348'OF THE HIGHWAY.  A STANDARD DISK, STAMPED F 194 1939.
 EO0348
 EO0348                          STATION RECOVERY (1982)
 EO0348
 EO0348'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 EO0348'THE HIGHWAY HAS BEEN WIDENED AT THIS LOCATION AND THE HEADWALL WAS
 EO0348'REMOVED AND THE MARK SHOULD BE CONSIDERED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0150 ***********************************************************************
 EP0150  DESIGNATION -  F 195
 EP0150  PID         -  EP0150
 EP0150  STATE/COUNTY-  NM/LINCOLN
 EP0150  USGS QUAD   -  RAMON (1982)
 EP0150
 EP0150                         *CURRENT SURVEY CONTROL
 EP0150  ___________________________________________________________________
 EP0150* NAD 83(1986)-  34 09 22.     (N)    104 57 15.     (W)     SCALED    
 EP0150* NAVD 88     -      1543.606  (meters)    5064.31   (feet)  ADJUSTED  
 EP0150  ___________________________________________________________________
 EP0150  GEOID HEIGHT-         -22.52  (meters)                     GEOID03
 EP0150  DYNAMIC HT  -        1541.412 (meters)    5057.12  (feet)  COMP
 EP0150  MODELED GRAV-     979,160.6   (mgal)                       NAVD 88
 EP0150
 EP0150  VERT ORDER  -  SECOND    CLASS 0
 EP0150
 EP0150.The horizontal coordinates were scaled from a topographic map and have
 EP0150.an estimated accuracy of +/- 6 seconds.
 EP0150
 EP0150.The orthometric height was determined by differential leveling
 EP0150.and adjusted by the National Geodetic Survey in June 1991..
 EP0150
 EP0150.The geoid height was determined by GEOID03.
 EP0150
 EP0150.The dynamic height is computed by dividing the NAVD 88
 EP0150.geopotential number by the normal gravity value computed on the
 EP0150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EP0150.degrees latitude (g = 980.6199 gals.).
 EP0150
 EP0150.The modeled gravity was interpolated from observed gravity values.
 EP0150
 EP0150;                    North         East    Units  Estimated Accuracy
 EP0150;SPC NM C     -   350,730.      619,490.      MT  (+/- 180 meters Scaled)
 EP0150
 EP0150                          SUPERSEDED SURVEY CONTROL
 EP0150
 EP0150  NGVD 29 (??/??/92) 1542.860  (m)         5061.87   (f) ADJ UNCH    2 0
 EP0150
 EP0150.Superseded values are not recommended for survey control.
 EP0150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EP0150.See file dsdata.txt to determine how the superseded data were derived.
 EP0150
 EP0150_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SET042794(NAD 83)
 EP0150_MARKER: DB = BENCH MARK DISK
 EP0150_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EP0150_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EP0150_STAMPING: F 195/1939
 EP0150_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EP0150+STABILITY: SURFACE MOTION
 EP0150
 EP0150  HISTORY     - Date     Condition        Report By
 EP0150  HISTORY     - 1939     MONUMENTED       CGS
 EP0150  HISTORY     - 1966     GOOD             USGS
 EP0150
 EP0150                          STATION DESCRIPTION
 EP0150
 EP0150'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 EP0150'6.2 MI SW FROM RAMON.
 EP0150'RAMON, 1.5 MI. WEST AND 0.5 MI. SOUTH OF ALONG GRADED RD. PASSING
 EP0150'THROUGH A RANCH YARD, THENCE 1.8 MI. S. AND SW. ALONG GRADED RD. TO A
 EP0150'RD. JCT. AT THE COR. OF SECS. 21,22,28,27, T 1 S, R19E, THENCE SOUTH
 EP0150'3.4 MI. ALONG TRACK RD., THENCE 0.35 WEST CROSS-COUNTRY ALONG N. EDGE
 EP0150'OF GRASSY DRAIN BOTTOM.  A FEW YARDS NORTH OF SEVERAL BADLY-RUTTED
 EP0150'COW-TRAILS.  990 FT. NE. OF A SMALL METAL WATER TANK.  ABOUT 50 YARDS
 EP0150'NORTH OF C/L OF THE DRAIN.  A STANDARD DISK, STAMPED F 195 1939 AND
 EP0150'SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 18 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0558 ***********************************************************************
 GL0558  DESIGNATION -  F 196
 GL0558  PID         -  GL0558
 GL0558  STATE/COUNTY-  NM/UNION
 GL0558  USGS QUAD   -  TRAVESSER PARK (1972)
 GL0558
 GL0558                         *CURRENT SURVEY CONTROL
 GL0558  ___________________________________________________________________
 GL0558* NAD 83(1986)-  36 57 53.     (N)    103 25 40.     (W)     SCALED    
 GL0558* NAVD 88     -      1490.930  (meters)    4891.49   (feet)  ADJUSTED  
 GL0558  ___________________________________________________________________
 GL0558  GEOID HEIGHT-         -20.87  (meters)                     GEOID03
 GL0558  DYNAMIC HT  -        1489.216 (meters)    4885.87  (feet)  COMP
 GL0558  MODELED GRAV-     979,429.3   (mgal)                       NAVD 88
 GL0558
 GL0558  VERT ORDER  -  SECOND    CLASS 0
 GL0558
 GL0558.The horizontal coordinates were scaled from a topographic map and have
 GL0558.an estimated accuracy of +/- 6 seconds.
 GL0558
 GL0558.The orthometric height was determined by differential leveling
 GL0558.and adjusted by the National Geodetic Survey in June 1991..
 GL0558
 GL0558.The geoid height was determined by GEOID03.
 GL0558
 GL0558.The dynamic height is computed by dividing the NAVD 88
 GL0558.geopotential number by the normal gravity value computed on the
 GL0558.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0558.degrees latitude (g = 980.6199 gals.).
 GL0558
 GL0558.The modeled gravity was interpolated from observed gravity values.
 GL0558
 GL0558;                    North         East    Units  Estimated Accuracy
 GL0558;SPC NM E     -   661,950.      245,640.      MT  (+/- 180 meters Scaled)
 GL0558
 GL0558                          SUPERSEDED SURVEY CONTROL
 GL0558
 GL0558  NGVD 29 (??/??/??) 1489.87   (m)         4888.0    (f) RESET       3  
 GL0558
 GL0558.Superseded values are not recommended for survey control.
 GL0558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0558.See file dsdata.txt to determine how the superseded data were derived.
 GL0558
 GL0558_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA399921(NAD 83)
 GL0558_MARKER: DB = BENCH MARK DISK
 GL0558_SETTING: 66 = SET IN ROCK OUTCROP
 GL0558_SP_SET: OUTCROP
 GL0558_STAMPING: F 196 1939
 GL0558_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GL0558+STABILITY: POSITION/ELEVATION WELL
 GL0558
 GL0558  HISTORY     - Date     Condition        Report By
 GL0558  HISTORY     - 1939     MONUMENTED       CGS
 GL0558
 GL0558                          STATION DESCRIPTION
 GL0558
 GL0558'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 GL0558'28.4 MI W FROM KENTON, OK.
 GL0558'28.4 MILES WEST BY US HIGHWAY NO. 64.  ALONG U.S. NO. 64 ABOUT 135
 GL0558'YDS. SOUTHWEST OF A CURVE.  60 FEET WEST-NORTHWEST OF A FENCE LINE ON
 GL0558'EAST-SOUTHEAST SIDE OF HIGHWAY.  30 FEET WEST-NORTHWEST OF CENTER-LINE
 GL0558'OF HIGHWAY.  SET IN TOP OF LARGE RED SANDSTONE OUTCROP, AT A 12 INCH
 GL0558'CEDAR TREE.  3 FEET ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0426 ***********************************************************************
 GM0426  DESIGNATION -  F 197
 GM0426  PID         -  GM0426
 GM0426  STATE/COUNTY-  NM/RIO ARRIBA
 GM0426  USGS QUAD   -  CHIMAYO (1994)
 GM0426
 GM0426                         *CURRENT SURVEY CONTROL
 GM0426  ___________________________________________________________________
 GM0426* NAD 83(1986)-  36 00 06.     (N)    105 58 54.     (W)     SCALED    
 GM0426* NAVD 88     -      1802.145  (meters)    5912.54   (feet)  ADJUSTED  
 GM0426  ___________________________________________________________________
 GM0426  GEOID HEIGHT-         -18.62  (meters)                     GEOID03
 GM0426  DYNAMIC HT  -        1799.738 (meters)    5904.64  (feet)  COMP
 GM0426  MODELED GRAV-     979,233.7   (mgal)                       NAVD 88
 GM0426
 GM0426  VERT ORDER  -  SECOND    CLASS 0
 GM0426
 GM0426.The horizontal coordinates were scaled from a topographic map and have
 GM0426.an estimated accuracy of +/- 6 seconds.
 GM0426
 GM0426.The orthometric height was determined by differential leveling
 GM0426.and adjusted by the National Geodetic Survey in June 1991..
 GM0426
 GM0426.The geoid height was determined by GEOID03.
 GM0426
 GM0426.The dynamic height is computed by dividing the NAVD 88
 GM0426.geopotential number by the normal gravity value computed on the
 GM0426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GM0426.degrees latitude (g = 980.6199 gals.).
 GM0426
 GM0426.The modeled gravity was interpolated from observed gravity values.
 GM0426
 GM0426;                    North         East    Units  Estimated Accuracy
 GM0426;SPC NM C     -   554,730.      524,190.      MT  (+/- 180 meters Scaled)
 GM0426
 GM0426                          SUPERSEDED SURVEY CONTROL
 GM0426
 GM0426  NGVD 29 (??/??/92) 1801.140  (m)         5909.24   (f) ADJ UNCH    2 0
 GM0426
 GM0426.Superseded values are not recommended for survey control.
 GM0426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0426.See file dsdata.txt to determine how the superseded data were derived.
 GM0426
 GM0426_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV115845(NAD 83)
 GM0426_MARKER: DB = BENCH MARK DISK
 GM0426_SETTING: 66 = SET IN ROCK OUTCROP
 GM0426_SP_SET: OUTCROP
 GM0426_STAMPING: F 197 1940
 GM0426_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GM0426+STABILITY: POSITION/ELEVATION WELL
 GM0426
 GM0426  HISTORY     - Date     Condition        Report By
 GM0426  HISTORY     - 1940     MONUMENTED       CGS
 GM0426  HISTORY     - 1941     GOOD             NGS
 GM0426
 GM0426                          STATION DESCRIPTION
 GM0426
 GM0426'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 GM0426'3.0 MI W FROM CHIMAYO.
 GM0426'TO REACH FROM THE CHIMAYO PUBLIC SCHOOL, PROCEED WESTERLY ALONG
 GM0426'GRAVELED ROAD TOWARDS ESPANOLA, GO 3.0 MILES.  BENCH MARK IS NEAR THE
 GM0426'SOUTHERLY END OF A GRAVEL HILL.  IT IS ABOUT 125 YARDS WESTERLY FROM
 GM0426'ABOUT CENTER OF A LARGE, DRY WASH.  IT IS ABOUT 58 FEET WESTERLY FROM
 GM0426'CENTER OF A PRIVATE LANE NORTHERLY INTO FARM HOUSE.  IT IS 45 FEET
 GM0426'NORTHERLY FROM AND ABOUT 3.0 FEET ABOVE CENTER LINE OF THE HIGHWAY. IT
 GM0426'IS 16.5 FEET NORTHERLY FROM FENCE.  IT IS SET HORIZONTALLY IN LARGE
 GM0426'SANDSTONE OUTCROP.  STD. DISK IN DRILL HOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0338 ***********************************************************************
 EO0338  DESIGNATION -  F 199
 EO0338  PID         -  EO0338
 EO0338  STATE/COUNTY-  NM/CURRY
 EO0338  USGS QUAD   -  MIDWAY (1985)
 EO0338
 EO0338                         *CURRENT SURVEY CONTROL
 EO0338  ___________________________________________________________________
 EO0338* NAD 83(1986)-  34 20 46.     (N)    103 13 24.     (W)     SCALED    
 EO0338* NAVD 88     -      1276.079  (meters)    4186.60   (feet)  ADJUSTED  
 EO0338  ___________________________________________________________________
 EO0338  GEOID HEIGHT-         -23.47  (meters)                     GEOID03
 EO0338  DYNAMIC HT  -        1274.408 (meters)    4181.12  (feet)  COMP
 EO0338  MODELED GRAV-     979,282.1   (mgal)                       NAVD 88
 EO0338
 EO0338  VERT ORDER  -  FIRST     CLASS II
 EO0338
 EO0338.The horizontal coordinates were scaled from a topographic map and have
 EO0338.an estimated accuracy of +/- 6 seconds.
 EO0338
 EO0338.The orthometric height was determined by differential leveling
 EO0338.and adjusted by the National Geodetic Survey in June 1991..
 EO0338
 EO0338.The geoid height was determined by GEOID03.
 EO0338
 EO0338.The dynamic height is computed by dividing the NAVD 88
 EO0338.geopotential number by the normal gravity value computed on the
 EO0338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0338.degrees latitude (g = 980.6199 gals.).
 EO0338
 EO0338.The modeled gravity was interpolated from observed gravity values.
 EO0338
 EO0338;                    North         East    Units  Estimated Accuracy
 EO0338;SPC NM E     -   371,600.      267,120.      MT  (+/- 180 meters Scaled)
 EO0338
 EO0338                          SUPERSEDED SURVEY CONTROL
 EO0338
 EO0338  NGVD 29 (??/??/92) 1275.496  (m)         4184.69   (f) ADJ UNCH    1 2
 EO0338
 EO0338.Superseded values are not recommended for survey control.
 EO0338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0338.See file dsdata.txt to determine how the superseded data were derived.
 EO0338
 EO0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFU634019(NAD 83)
 EO0338_MARKER: DB = BENCH MARK DISK
 EO0338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EO0338_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EO0338_STAMPING: F 199 1940
 EO0338_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EO0338+STABILITY: SURFACE MOTION
 EO0338
 EO0338  HISTORY     - Date     Condition        Report By
 EO0338  HISTORY     - 1940     MONUMENTED       CGS
 EO0338  HISTORY     - 1982     MARK NOT FOUND   NGS
 EO0338
 EO0338                          STATION DESCRIPTION
 EO0338
 EO0338'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 EO0338'4.4 MI S FROM CLOVIS.
 EO0338'4.4 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 EO0338'THE STATION AT CLOVIS, AT A ROAD CROSSING, 45 FEET EAST OF THE
 EO0338'CENTERLINE OF THE TRACK, 35 FEET SOUTH OF THE CENTERLINE OF THE ROAD,
 EO0338'5 FEET SOUTHWEST OF A FENCE CORNER, AND 3 FEET NORTH OF A WHITE WOODEN
 EO0338'WITNESS POST.  A STANDARD DISK, STAMPED F 199 1940 AND SET IN THE TOP
 EO0338'OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE GROUND.
 EO0338
 EO0338                          STATION RECOVERY (1982)
 EO0338
 EO0338'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 EO0338'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0677 ***********************************************************************
 CX0677  DESIGNATION -  F 2
 CX0677  PID         -  CX0677
 CX0677  STATE/COUNTY-  NM/DONA ANA
 CX0677  USGS QUAD   -  SAN MIGUEL (1955)
 CX0677
 CX0677                         *CURRENT SURVEY CONTROL
 CX0677  ___________________________________________________________________
 CX0677* NAD 83(1986)-  32 14 27.     (N)    106 44 42.     (W)     SCALED    
 CX0677* NAVD 88     -      1179.431  (meters)    3869.52   (feet)  ADJUSTED  
 CX0677  ___________________________________________________________________
 CX0677  GEOID HEIGHT-         -23.93  (meters)                     GEOID03
 CX0677  DYNAMIC HT  -        1177.688 (meters)    3863.80  (feet)  COMP
 CX0677  MODELED GRAV-     979,120.3   (mgal)                       NAVD 88
 CX0677
 CX0677  VERT ORDER  -  FIRST     CLASS II
 CX0677
 CX0677.The horizontal coordinates were scaled from a topographic map and have
 CX0677.an estimated accuracy of +/- 6 seconds.
 CX0677
 CX0677.The orthometric height was determined by differential leveling
 CX0677.and adjusted by the National Geodetic Survey in June 1991..
 CX0677
 CX0677.The geoid height was determined by GEOID03.
 CX0677
 CX0677.The dynamic height is computed by dividing the NAVD 88
 CX0677.geopotential number by the normal gravity value computed on the
 CX0677.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0677.degrees latitude (g = 980.6199 gals.).
 CX0677
 CX0677.The modeled gravity was interpolated from observed gravity values.
 CX0677
 CX0677;                    North         East    Units  Estimated Accuracy
 CX0677;SPC NM C     -   137,680.      453,350.      MT  (+/- 180 meters Scaled)
 CX0677
 CX0677                          SUPERSEDED SURVEY CONTROL
 CX0677
 CX0677  NGVD 29 (??/??/92) 1178.910  (m)         3867.81   (f) ADJ UNCH    1 2
 CX0677
 CX0677.Superseded values are not recommended for survey control.
 CX0677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0677.See file dsdata.txt to determine how the superseded data were derived.
 CX0677
 CX0677_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR355684(NAD 83)
 CX0677_MARKER: DD = SURVEY DISK
 CX0677_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX0677_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CX0677_STAMPING: 2 1941
 CX0677_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX0677+STABILITY: SURFACE MOTION
 CX0677
 CX0677  HISTORY     - Date     Condition        Report By
 CX0677  HISTORY     - 1941     MONUMENTED       USGS
 CX0677  HISTORY     - 1952     GOOD             NGS
 CX0677  HISTORY     - 1954     GOOD             NGS
 CX0677  HISTORY     - 1981     POOR             NGS
 CX0677
 CX0677                          STATION DESCRIPTION
 CX0677
 CX0677'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CX0677'2.75 MI SE FROM MESILLA PARK.
 CX0677'2.75 MILES SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 CX0677'FROM THE STATION AT MESILLA PARK, 73.2 FEET NORTH OF THE NORTH CORNER
 CX0677'OF THE NORTHEAST HEADWALL OF RAILROAD CULVERT 1117 B, 47 FEET
 CX0677'SOUTHWEST OF THE CENTER LINE OF U.S. HIGHWAYS 80 AND 85, 38 FEET
 CX0677'NORTHEAST OF THE NORTHEAST RAIL, 33.2 FEET SOUTHEAST OF A TELEPHONE
 CX0677'POLE, IN LINE WITH A ROW OF TELEPHONE POLES, 2.9 FEET SOUTHWEST OF A
 CX0677'FENCE, 1.7 FEET SOUTHEAST OF A WITNESS POST, SET IN THE TOP OF A
 CX0677'CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 CX0677
 CX0677                          STATION RECOVERY (1954)
 CX0677
 CX0677'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 CX0677'RECOVERED IN GOOD CONDITION.
 CX0677
 CX0677                          STATION RECOVERY (1981)
 CX0677
 CX0677'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CX0677'THIS MARK IS LEANING TOO MUCH TO BE LEVELED TO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0306 ***********************************************************************
 EQ0306  DESIGNATION -  F 2
 EQ0306  PID         -  EQ0306
 EQ0306  STATE/COUNTY-  NM/VALENCIA
 EQ0306  USGS QUAD   -  RIO PUERCO (1991)
 EQ0306
 EQ0306                         *CURRENT SURVEY CONTROL
 EQ0306  ___________________________________________________________________
 EQ0306* NAD 83(1986)-  34 46 42.     (N)    106 57 51.     (W)     SCALED    
 EQ0306* NAVD 88     -      1559.530  (meters)    5116.56   (feet)  POSTED    
 EQ0306  ___________________________________________________________________
 EQ0306  GEOID HEIGHT-         -21.82  (meters)                     GEOID03
 EQ0306  DYNAMIC HT  -        1557.370 (meters)    5109.47  (feet)  COMP
 EQ0306  MODELED GRAV-     979,194.2   (mgal)                       NAVD 88
 EQ0306
 EQ0306  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EQ0306
 EQ0306.The horizontal coordinates were scaled from a topographic map and have
 EQ0306.an estimated accuracy of +/- 6 seconds.
 EQ0306
 EQ0306.The orthometric height was determined by differential leveling
 EQ0306.and adjusted by the National Geodetic Survey in 1992..
 EQ0306.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EQ0306.rate of 0.0 thru 1.0 mm/km.
 EQ0306
 EQ0306.The geoid height was determined by GEOID03.
 EQ0306
 EQ0306.The dynamic height is computed by dividing the NAVD 88
 EQ0306.geopotential number by the normal gravity value computed on the
 EQ0306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0306.degrees latitude (g = 980.6199 gals.).
 EQ0306
 EQ0306.The modeled gravity was interpolated from observed gravity values.
 EQ0306
 EQ0306;                    North         East    Units  Estimated Accuracy
 EQ0306;SPC NM C     -   419,220.      434,640.      MT  (+/- 180 meters Scaled)
 EQ0306
 EQ0306                          SUPERSEDED SURVEY CONTROL
 EQ0306
 EQ0306  NGVD 29 (??/??/92) 1558.663  (m)         5113.71   (f) ADJ UNCH    1 2
 EQ0306
 EQ0306.Superseded values are not recommended for survey control.
 EQ0306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0306.See file dsdata.txt to determine how the superseded data were derived.
 EQ0306
 EQ0306_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU202502(NAD 83)
 EQ0306_MARKER: B = BOLT
 EQ0306_SETTING: 66 = SET IN ROCK OUTCROP
 EQ0306_SP_SET: COPING STONE
 EQ0306_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EQ0306+STABILITY: POSITION/ELEVATION WELL
 EQ0306
 EQ0306  HISTORY     - Date     Condition        Report By
 EQ0306  HISTORY     - UNK      MONUMENTED       CGS
 EQ0306  HISTORY     - 1909     GOOD             NGS
 EQ0306  HISTORY     - 1934     MARK NOT FOUND   NGS
 EQ0306
 EQ0306                          STATION DESCRIPTION
 EQ0306
 EQ0306'DESCRIBED BY NATIONAL GEODETIC SURVEY 1909
 EQ0306'1 MI E FROM PAVO.
 EQ0306'ABOUT 1 MILE EAST ALONG THE ABANDONED ATCHISON, TOPEKA AND SANTA FE
 EQ0306'RAILWAY ROADBED FROM PAVO, VALENCIA COUNTY, AT ABANDONED STEEL I-BEAM
 EQ0306'BRIDGE NO. C 32, AT THE WEST ABUTMENT, IN THE TOP OF THE NORTH END OF
 EQ0306'THE COPING STONE, 1 FOOT FROM THE FACE, AND 1 FOOT FROM THE END.  A
 EQ0306'COPPER BOLT.
 EQ0306
 EQ0306                          STATION RECOVERY (1934)
 EQ0306
 EQ0306'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 EQ0306'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0132 ***********************************************************************
 GM0132  DESIGNATION -  F 20
 GM0132  PID         -  GM0132
 GM0132  STATE/COUNTY-  NM/COLFAX
 GM0132  USGS QUAD   -  FRENCH (1965)
 GM0132
 GM0132                         *CURRENT SURVEY CONTROL
 GM0132  ___________________________________________________________________
 GM0132* NAD 83(1986)-  36 29 15.     (N)    104 32 47.     (W)     SCALED    
 GM0132* NAVD 88     -      1785.192  (meters)    5856.92   (feet)  POSTED    
 GM0132  ___________________________________________________________________
 GM0132  GEOID HEIGHT-         -18.74  (meters)                     GEOID03
 GM0132  DYNAMIC HT  -        1782.940 (meters)    5849.53  (feet)  COMP
 GM0132  MODELED GRAV-     979,309.0   (mgal)                       NAVD 88
 GM0132
 GM0132  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 GM0132
 GM0132.The horizontal coordinates were scaled from a topographic map and have
 GM0132.an estimated accuracy of +/- 6 seconds.
 GM0132
 GM0132.The orthometric height was determined by differential leveling
 GM0132.and adjusted by the National Geodetic Survey in 1992..
 GM0132.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 GM0132.rate of 1.1 thru 2.0 mm/km.
 GM0132
 GM0132.The geoid height was determined by GEOID03.
 GM0132
 GM0132.The dynamic height is computed by dividing the NAVD 88
 GM0132.geopotential number by the normal gravity value computed on the
 GM0132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GM0132.degrees latitude (g = 980.6199 gals.).
 GM0132
 GM0132.The modeled gravity was interpolated from observed gravity values.
 GM0132
 GM0132;                    North         East    Units  Estimated Accuracy
 GM0132;SPC NM E     -   608,630.      145,910.      MT  (+/- 180 meters Scaled)
 GM0132
 GM0132                          SUPERSEDED SURVEY CONTROL
 GM0132
 GM0132  NGVD 29 (??/??/92) 1784.358  (m)         5854.18   (f) ADJ UNCH    1 2
 GM0132
 GM0132.Superseded values are not recommended for survey control.
 GM0132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0132.See file dsdata.txt to determine how the superseded data were derived.
 GM0132
 GM0132_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEA406381(NAD 83)
 GM0132_MARKER: DB = BENCH MARK DISK
 GM0132_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GM0132_SP_SET: ABUTMENT
 GM0132_STAMPING: 5854.181 F 20 1929
 GM0132_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GM0132
 GM0132  HISTORY     - Date     Condition        Report By
 GM0132  HISTORY     - 1929     MONUMENTED       CGS
 GM0132  HISTORY     - 1964     GOOD             USGS
 GM0132
 GM0132                          STATION DESCRIPTION
 GM0132
 GM0132'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 GM0132'1.3 MI NW FROM FRENCH.
 GM0132'3.6 MILES SOUTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 GM0132'FROM THE STATION AT MAXWELL, COLFAX COUNTY, AND 1.3 MILES NORTHEAST
 GM0132'ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM THE DESTROYED
 GM0132'STATION AT FRENCH, COLFAX COUNTY, AT BRIDGE NO. 689 A OVER A CREEK, IN
 GM0132'THE TOP OF THE SOUTHWEST CONCRETE HEADWALL OF THE BRIDGE ABUTMENT. A
 GM0132'STANDARD DISK, STAMPED 5854.181 F 20 1929.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0416 ***********************************************************************
 EO0416  DESIGNATION -  F 200
 EO0416  PID         -  EO0416
 EO0416  STATE/COUNTY-  NM/ROOSEVELT
 EO0416  USGS QUAD   -  FLOYD SE (1987)
 EO0416
 EO0416                         *CURRENT SURVEY CONTROL
 EO0416  ___________________________________________________________________
 EO0416* NAD 83(1986)-  34 02 58.     (N)    103 31 39.     (W)     SCALED    
 EO0416* NAVD 88     -      1300.803  (meters)    4267.72   (feet)  ADJUSTED  
 EO0416  ___________________________________________________________________
 EO0416  GEOID HEIGHT-         -22.75  (meters)                     GEOID03
 EO0416  DYNAMIC HT  -        1299.081 (meters)    4262.07  (feet)  COMP
 EO0416  MODELED GRAV-     979,266.7   (mgal)                       NAVD 88
 EO0416
 EO0416  VERT ORDER  -  FIRST     CLASS II
 EO0416
 EO0416.The horizontal coordinates were scaled from a topographic map and have
 EO0416.an estimated accuracy of +/- 6 seconds.
 EO0416
 EO0416.The orthometric height was determined by differential leveling
 EO0416.and adjusted by the National Geodetic Survey in June 1991..
 EO0416
 EO0416.The geoid height was determined by GEOID03.
 EO0416
 EO0416.The dynamic height is computed by dividing the NAVD 88
 EO0416.geopotential number by the normal gravity value computed on the
 EO0416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0416.degrees latitude (g = 980.6199 gals.).
 EO0416
 EO0416.The modeled gravity was interpolated from observed gravity values.
 EO0416
 EO0416;                    North         East    Units  Estimated Accuracy
 EO0416;SPC NM E     -   338,430.      239,400.      MT  (+/- 180 meters Scaled)
 EO0416
 EO0416                          SUPERSEDED SURVEY CONTROL
 EO0416
 EO0416.No superseded survey control is available for this station.
 EO0416
 EO0416_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFT359686(NAD 83)
 EO0416_MARKER: DB = BENCH MARK DISK
 EO0416_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EO0416_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EO0416_STAMPING: F 200 1940
 EO0416_MARK LOGO: CGS   
 EO0416_PROJECTION: PROJECTING 10 CENTIMETERS
 EO0416_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EO0416+STABILITY: SURFACE MOTION
 EO0416
 EO0416  HISTORY     - Date     Condition        Report By
 EO0416  HISTORY     - 1940     MONUMENTED       CGS
 EO0416  HISTORY     - 1982     GOOD             NGS
 EO0416
 EO0416                          STATION DESCRIPTION
 EO0416
 EO0416'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 EO0416'10.2 MI NE FROM ELIDA.
 EO0416'10.2 MILES NORTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 EO0416'FROM THE STATION AT ELIDA, 38 FEET SOUTHWEST OF MILEPOST 32, 96.5 FEET
 EO0416'SOUTHEAST OF THE CENTERLINE OF THE TRACK, 43.5 FEET NORTHWEST OF THE
 EO0416'CENTERLINE OF U.S. HIGHWAY 70, 21 FEET NORTHEAST OF THE RIGHT-OF-WAY
 EO0416'FENCE GATE, 3.5 FEET NORTHWEST OF AN IRON RIGHT-OF-WAY POST, AND 2.5
 EO0416'FEET WEST OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED F
 EO0416'200 1940 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT
 EO0416'ABOVE GROUND.
 EO0416
 EO0416                          STATION RECOVERY (1982)
 EO0416
 EO0416'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 EO0416'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  22.9 KM (14.25
 EO0416'MI) SOUTHWESTERLY ALONG THE SANTA FE RAILROAD FROM THE RAILROAD
 EO0416'STATION IN PORTALES, 32.0 METERS (105.0 FT) SOUTHEAST OF MILEPOST 32,
 EO0416'28.7 METERS (94.2 FT) SOUTHEAST OF THE NEAR RAIL, 16.6 METERS (54.5
 EO0416'FT) NORTHWEST OF THE CENTERLINE OF U.S.  HIGHWAY 70, 11.9 METERS
 EO0416'(39.0 FT) SOUTH-SOUTHWEST OF A UTILITY POLE AND 5.1 METERS (16.7 FT)
 EO0416'NORTHEAST OF THE CENTER OF A DRIVEWAY LEADING WEST TO A WHITE HOUSE.
 EO0416'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 EO0416'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0571 ***********************************************************************
 DQ0571  DESIGNATION -  F 201
 DQ0571  PID         -  DQ0571
 DQ0571  STATE/COUNTY-  NM/CHAVES
 DQ0571  USGS QUAD   -  KENNA (1979)
 DQ0571
 DQ0571                         *CURRENT SURVEY CONTROL
 DQ0571  ___________________________________________________________________
 DQ0571* NAD 83(1986)-  33 47 54.     (N)    103 51 21.     (W)     SCALED    
 DQ0571* NAVD 88     -      1307.360  (meters)    4289.23   (feet)  ADJUSTED  
 DQ0571  ___________________________________________________________________
 DQ0571  GEOID HEIGHT-         -22.91  (meters)                     GEOID03
 DQ0571  DYNAMIC HT  -        1305.586 (meters)    4283.41  (feet)  COMP
 DQ0571  MODELED GRAV-     979,234.2   (mgal)                       NAVD 88
 DQ0571
 DQ0571  VERT ORDER  -  FIRST     CLASS II
 DQ0571
 DQ0571.The horizontal coordinates were scaled from a topographic map and have
 DQ0571.an estimated accuracy of +/- 6 seconds.
 DQ0571
 DQ0571.The orthometric height was determined by differential leveling
 DQ0571.and adjusted by the National Geodetic Survey in June 1991..
 DQ0571
 DQ0571.The geoid height was determined by GEOID03.
 DQ0571
 DQ0571.The dynamic height is computed by dividing the NAVD 88
 DQ0571.geopotential number by the normal gravity value computed on the
 DQ0571.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0571.degrees latitude (g = 980.6199 gals.).
 DQ0571
 DQ0571.The modeled gravity was interpolated from observed gravity values.
 DQ0571
 DQ0571;                    North         East    Units  Estimated Accuracy
 DQ0571;SPC NM E     -   310,390.      209,210.      MT  (+/- 180 meters Scaled)
 DQ0571
 DQ0571                          SUPERSEDED SURVEY CONTROL
 DQ0571
 DQ0571  NGVD 29 (??/??/92) 1306.742  (m)         4287.20   (f) ADJ UNCH    1 2
 DQ0571
 DQ0571.Superseded values are not recommended for survey control.
 DQ0571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0571.See file dsdata.txt to determine how the superseded data were derived.
 DQ0571
 DQ0571_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFT059403(NAD 83)
 DQ0571_MARKER: DB = BENCH MARK DISK
 DQ0571_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0571_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DQ0571_STAMPING: F 201 1941
 DQ0571_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0571+STABILITY: SURFACE MOTION
 DQ0571
 DQ0571  HISTORY     - Date     Condition        Report By
 DQ0571  HISTORY     - 1941     MONUMENTED       CGS
 DQ0571  HISTORY     - 1982     MARK NOT FOUND   NGS
 DQ0571
 DQ0571                          STATION DESCRIPTION
 DQ0571
 DQ0571'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 DQ0571'5.5 MI SW FROM KENNA.
 DQ0571'IN CHAVES COUNTY, 5.5 MILES SOUTHWEST ALONG THE ATCHISON, TOPEKA AND
 DQ0571'SANTA FE RAILWAY FROM THE STATION AT KENNA, ROOSEVELT COUNTY, 87 FEET
 DQ0571'NORTHWEST OF IRON MILEPOST 58, 97 FEET NORTHWEST OF THE CENTERLINE OF
 DQ0571'THE TRACK, 3 FEET SOUTHEAST OF THE RIGHT-OF-WAY FENCE, 3 FEET EAST OF
 DQ0571'A WHITE WOODEN WITNESS POST, AND LEVEL WITH THE TRACK.  A STANDARD
 DQ0571'DISK, STAMPED F 201 1941 AND SET IN THE TOP OF A CONCRETE POST
 DQ0571'PROJECTING 0.7 FOOT ABOVE GROUND.
 DQ0571
 DQ0571                          STATION RECOVERY (1982)
 DQ0571
 DQ0571'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 DQ0571'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0050 ***********************************************************************
 DR0050  DESIGNATION -  F 202
 DR0050  PID         -  DR0050
 DR0050  STATE/COUNTY-  NM/CHAVES
 DR0050  USGS QUAD   -  ACME (1982)
 DR0050
 DR0050                         *CURRENT SURVEY CONTROL
 DR0050  ___________________________________________________________________
 DR0050* NAD 83(1986)-  33 35 16.     (N)    104 16 58.     (W)     SCALED    
 DR0050* NAVD 88     -      1169.535  (meters)    3837.05   (feet)  ADJUSTED  
 DR0050  ___________________________________________________________________
 DR0050  GEOID HEIGHT-         -23.21  (meters)                     GEOID03
 DR0050  DYNAMIC HT  -        1167.958 (meters)    3831.88  (feet)  COMP
 DR0050  MODELED GRAV-     979,248.4   (mgal)                       NAVD 88
 DR0050
 DR0050  VERT ORDER  -  FIRST     CLASS II
 DR0050
 DR0050.The horizontal coordinates were scaled from a topographic map and have
 DR0050.an estimated accuracy of +/- 6 seconds.
 DR0050
 DR0050.The orthometric height was determined by differential leveling
 DR0050.and adjusted by the National Geodetic Survey in June 1991..
 DR0050
 DR0050.The geoid height was determined by GEOID03.
 DR0050
 DR0050.The dynamic height is computed by dividing the NAVD 88
 DR0050.geopotential number by the normal gravity value computed on the
 DR0050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0050.degrees latitude (g = 980.6199 gals.).
 DR0050
 DR0050.The modeled gravity was interpolated from observed gravity values.
 DR0050
 DR0050;                    North         East    Units  Estimated Accuracy
 DR0050;SPC NM E     -   286,940.      169,690.      MT  (+/- 180 meters Scaled)
 DR0050
 DR0050                          SUPERSEDED SURVEY CONTROL
 DR0050
 DR0050  NGVD 29 (??/??/92) 1168.974  (m)         3835.21   (f) ADJ UNCH    1 2
 DR0050
 DR0050.Superseded values are not recommended for survey control.
 DR0050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0050.See file dsdata.txt to determine how the superseded data were derived.
 DR0050
 DR0050_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SET665166(NAD 83)
 DR0050_MARKER: DB = BENCH MARK DISK
 DR0050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR0050_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DR0050_STAMPING: F 202 1941
 DR0050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR0050+STABILITY: SURFACE MOTION
 DR0050
 DR0050  HISTORY     - Date     Condition        Report By
 DR0050  HISTORY     - 1941     MONUMENTED       CGS
 DR0050
 DR0050                          STATION DESCRIPTION
 DR0050
 DR0050'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 DR0050'3.0 MI NE FROM ACME.
 DR0050'3.0 MILES NORTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 DR0050'FROM THE STATION AT ACME, 16 FEET SOUTH OF THE FIRST POLE WEST OF
 DR0050'MILEPOST 87, AT THE WEST END OF A CURVE, AT THE MIDDLE OF A SMALL CUT,
 DR0050'97 FEET SOUTH OF THE CENTERLINE OF THE TRACK, 2 FEET NORTH OF THE
 DR0050'RIGHT-OF-WAY FENCE, 3 FEET WEST OF A WHITE WOODEN WITNESS POST, AND
 DR0050'ABOUT 4 FEET HIGHER THAN THE TRACK.  A STANDARD DISK, STAMPED F 202
 DR0050'1941 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.8 FOOT ABOVE
 DR0050'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0285 ***********************************************************************
 DR0285  DESIGNATION -  F 203
 DR0285  PID         -  DR0285
 DR0285  STATE/COUNTY-  NM/CHAVES
 DR0285  USGS QUAD   -  ROSWELL NORTH (1975)
 DR0285
 DR0285                         *CURRENT SURVEY CONTROL
 DR0285  ___________________________________________________________________
 DR0285* NAD 83(1986)-  33 24 31.     (N)    104 32 57.     (W)     SCALED    
 DR0285* NAVD 88     -      1103.153  (meters)    3619.26   (feet)  ADJUSTED  
 DR0285  ___________________________________________________________________
 DR0285  GEOID HEIGHT-         -23.16  (meters)                     GEOID03
 DR0285  DYNAMIC HT  -        1101.646 (meters)    3614.32  (feet)  COMP
 DR0285  MODELED GRAV-     979,233.7   (mgal)                       NAVD 88
 DR0285
 DR0285  VERT ORDER  -  FIRST     CLASS II
 DR0285
 DR0285.The horizontal coordinates were scaled from a topographic map and have
 DR0285.an estimated accuracy of +/- 6 seconds.
 DR0285
 DR0285.The orthometric height was determined by differential leveling
 DR0285.and adjusted by the National Geodetic Survey in June 1991..
 DR0285
 DR0285.The geoid height was determined by GEOID03.
 DR0285
 DR0285.The dynamic height is computed by dividing the NAVD 88
 DR0285.geopotential number by the normal gravity value computed on the
 DR0285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0285.degrees latitude (g = 980.6199 gals.).
 DR0285
 DR0285.The modeled gravity was interpolated from observed gravity values.
 DR0285
 DR0285;                    North         East    Units  Estimated Accuracy
 DR0285;SPC NM E     -   267,090.      144,930.      MT  (+/- 180 meters Scaled)
 DR0285
 DR0285                          SUPERSEDED SURVEY CONTROL
 DR0285
 DR0285  NGVD 29 (??/??/92) 1102.604  (m)         3617.46   (f) ADJ UNCH    1 2
 DR0285
 DR0285.Superseded values are not recommended for survey control.
 DR0285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0285.See file dsdata.txt to determine how the superseded data were derived.
 DR0285
 DR0285_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES419966(NAD 83)
 DR0285_MARKER: DB = BENCH MARK DISK
 DR0285_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DR0285_SP_SET: BLOCK
 DR0285_STAMPING: F 203 1941
 DR0285_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR0285
 DR0285  HISTORY     - Date     Condition        Report By
 DR0285  HISTORY     - 1941     MONUMENTED       CGS
 DR0285  HISTORY     - 1953     GOOD             NGS
 DR0285  HISTORY     - 1963     GOOD             NGS
 DR0285
 DR0285                          STATION DESCRIPTION
 DR0285
 DR0285'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 DR0285'IN ROSWELL AIRPORT.
 DR0285'AT ROSWELL AIRPORT, CHAVES COUNTY, 0.2 MILE WEST OF THE ADMINISTRATION
 DR0285'BUILDING, AT THE CENTER OF THE HUB OF THE RUNWAYS, AND IN THE TOP OF
 DR0285'THE CONCRETE BLOCK.  A STANDARD DISK, STAMPED F 203 1941.
 DR0285
 DR0285                          STATION RECOVERY (1963)
 DR0285
 DR0285'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 DR0285'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0792 ***********************************************************************
 DR0792  DESIGNATION -  F 204
 DR0792  PID         -  DR0792
 DR0792  STATE/COUNTY-  NM/CHAVES
 DR0792  USGS QUAD   -  BAR C BAR RANCH (1991)
 DR0792
 DR0792                         *CURRENT SURVEY CONTROL
 DR0792  ___________________________________________________________________
 DR0792* NAD 83(1986)-  33 11 56.     (N)    104 08 59.     (W)     SCALED    
 DR0792* NAVD 88     -      1091.717  (meters)    3581.74   (feet)  ADJUSTED  
 DR0792  ___________________________________________________________________
 DR0792  GEOID HEIGHT-         -22.98  (meters)                     GEOID03
 DR0792  DYNAMIC HT  -        1090.230 (meters)    3576.86  (feet)  COMP
 DR0792  MODELED GRAV-     979,238.3   (mgal)                       NAVD 88
 DR0792
 DR0792  VERT ORDER  -  SECOND    CLASS 0
 DR0792
 DR0792.The horizontal coordinates were scaled from a topographic map and have
 DR0792.an estimated accuracy of +/- 6 seconds.
 DR0792
 DR0792.The orthometric height was determined by differential leveling
 DR0792.and adjusted by the National Geodetic Survey in June 1991..
 DR0792
 DR0792.The geoid height was determined by GEOID03.
 DR0792
 DR0792.The dynamic height is computed by dividing the NAVD 88
 DR0792.geopotential number by the normal gravity value computed on the
 DR0792.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0792.degrees latitude (g = 980.6199 gals.).
 DR0792
 DR0792.The modeled gravity was interpolated from observed gravity values.
 DR0792
 DR0792;                    North         East    Units  Estimated Accuracy
 DR0792;SPC NM E     -   243,830.      182,120.      MT  (+/- 180 meters Scaled)
 DR0792
 DR0792                          SUPERSEDED SURVEY CONTROL
 DR0792
 DR0792  NGVD 29 (??/??/92) 1091.261  (m)         3580.25   (f) ADJ UNCH    2 0
 DR0792
 DR0792.Superseded values are not recommended for survey control.
 DR0792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0792.See file dsdata.txt to determine how the superseded data were derived.
 DR0792
 DR0792_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES792736(NAD 83)
 DR0792_MARKER: DB = BENCH MARK DISK
 DR0792_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR0792_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DR0792_STAMPING: F 204 1941
 DR0792_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR0792+STABILITY: SURFACE MOTION
 DR0792
 DR0792  HISTORY     - Date     Condition        Report By
 DR0792  HISTORY     - 1941     MONUMENTED       CGS
 DR0792
 DR0792                          STATION DESCRIPTION
 DR0792
 DR0792'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 DR0792'14.8 MI E FROM DEXTER.
 DR0792'TO REACH BENCH MARK FROM THE DEXTER RAILROAD STATION, PROCEED EAST ON
 DR0792'MAIN ROAD, GO 2.0 MILES.  THENCE, TURN LEFT (NORTH), GO 0.8 MILES.
 DR0792'THENCE, TURN RIGHT (NORTHEAST), GO 0.3 MILES.  THENCE, TURN RIGHT
 DR0792'(EASTERLY), GO 1.7 MILES.  THENCE, TURN RIGHT (SOUTH), GO 0.6 MILES.
 DR0792'THENCE, TURN LEFT (EASTERLY), GO 2.6 MILES TO FORK IN ROAD.  THENCE,
 DR0792'TAKE LEFT FORK AND GO 0.2 MILES TO FORK IN ROAD.  THENCE, TAKE RIGHT
 DR0792'FORK AND GO 6.6 MILES TO SITE OF BENCH MARK.  BENCH MARK IS 1.0 MILES
 DR0792'WEST OF A LARGE STEEL WATER TANK ABOUT 0.2 MILES EAST OF AN EARTH
 DR0792'WATER TANK.  33 FEET NORTH OF AND ABOUT THE SAME ELEVATION AS THE
 DR0792'CENTER LINE OF THE ROAD.  2 FEET WEST OF A 4 X 4 INCH WOODEN MARKER
 DR0792'POST, AND AT THE WEST EDGE OF SOME SMALL RED SAND DUNES.  THE MONUMENT
 DR0792'PROJECTS 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0445 ***********************************************************************
 EQ0445  DESIGNATION -  F 205
 EQ0445  PID         -  EQ0445
 EQ0445  STATE/COUNTY-  NM/CATRON
 EQ0445  USGS QUAD   -  PASTURE CANYON (1995)
 EQ0445
 EQ0445                         *CURRENT SURVEY CONTROL
 EQ0445  ___________________________________________________________________
 EQ0445* NAD 83(1986)-  34 25 24.     (N)    107 50 52.     (W)     SCALED    
 EQ0445* NAVD 88     -      2135.826  (meters)    7007.29   (feet)  POSTED    
 EQ0445  ___________________________________________________________________
 EQ0445  GEOID HEIGHT-         -21.08  (meters)                     GEOID03
 EQ0445  DYNAMIC HT  -        2132.570 (meters)    6996.61  (feet)  COMP
 EQ0445  MODELED GRAV-     979,034.9   (mgal)                       NAVD 88
 EQ0445
 EQ0445  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EQ0445
 EQ0445.The horizontal coordinates were scaled from a topographic map and have
 EQ0445.an estimated accuracy of +/- 6 seconds.
 EQ0445
 EQ0445.The orthometric height was determined by differential leveling
 EQ0445.and adjusted by the National Geodetic Survey in 1992..
 EQ0445.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EQ0445.rate of 0.0 thru 1.0 mm/km.
 EQ0445
 EQ0445.The geoid height was determined by GEOID03.
 EQ0445
 EQ0445.The dynamic height is computed by dividing the NAVD 88
 EQ0445.geopotential number by the normal gravity value computed on the
 EQ0445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0445.degrees latitude (g = 980.6199 gals.).
 EQ0445
 EQ0445.The modeled gravity was interpolated from observed gravity values.
 EQ0445
 EQ0445;                    North         East    Units  Estimated Accuracy
 EQ0445;SPC NM W     -   379,610.      828,670.      MT  (+/- 180 meters Scaled)
 EQ0445
 EQ0445                          SUPERSEDED SURVEY CONTROL
 EQ0445
 EQ0445  NGVD 29 (??/??/92) 2134.889  (m)         7004.22   (f) ADJ UNCH    2 0
 EQ0445
 EQ0445.Superseded values are not recommended for survey control.
 EQ0445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0445.See file dsdata.txt to determine how the superseded data were derived.
 EQ0445
 EQ0445_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBU382127(NAD 83)
 EQ0445_MARKER: DB = BENCH MARK DISK
 EQ0445_SETTING: 80 = SET IN A BOULDER
 EQ0445_STAMPING: F 205 1941
 EQ0445_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EQ0445+STABILITY: SURFACE MOTION
 EQ0445
 EQ0445  HISTORY     - Date     Condition        Report By
 EQ0445  HISTORY     - 1941     MONUMENTED       CGS
 EQ0445  HISTORY     - 1964     MARK NOT FOUND   USGS
 EQ0445
 EQ0445                          STATION DESCRIPTION
 EQ0445
 EQ0445'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 EQ0445'17.8 MI NE FROM TRES LAGUNAS.
 EQ0445'TO REACH BENCH MARK FROM THE POST OFFICE AT TRES LAGUNAS, PROCEED
 EQ0445'NORTHEAST ON GRADED ROAD, GO 9.8 MILES TO INTERSECTION OF ROADS NEAR
 EQ0445'THE MCPHAUL RANCH.  THENCE, TURN LEFT (NORTH) ONTO TRACK ROAD,
 EQ0445'CONTINUE NORTHEAST FOR 7.2 MILES TO INTERSECTION OF CREEKS.  THENCE,
 EQ0445'CONTINUE ALONG ALAMOCIA CREEK FOR 0.8 MILE TO SITE OF BENCH MARK.
 EQ0445'BENCH MARK IS ON TOP OF A SANDSTONE BOULDER.  0.9 MILE EAST OF THE
 EQ0445'INTERSECTION OF TWO CREEKS.  108.0 FEET SOUTH OF AND ABOUT 3.0 FEET
 EQ0445'ABOVE THE CENTERLINE OF THE ROAD.  ABOUT 30.0 FEET NORTH OF THE BASE
 EQ0445'OF A ROCKY PINE COVERED HILL.  21.0 FEET EAST OF A SMALL PINION TREE,
 EQ0445'BOULDER IS ABOUT 3.0 FEET LONG, 1.5 FEET HIGH.
 EQ0445
 EQ0445                          STATION RECOVERY (1964)
 EQ0445
 EQ0445'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 EQ0445'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0433 ***********************************************************************
 DQ0433  DESIGNATION -  F 206
 DQ0433  PID         -  DQ0433
 DQ0433  STATE/COUNTY-  NM/CHAVES
 DQ0433  USGS QUAD   -  CEDAR POINT SE (1984)
 DQ0433
 DQ0433                         *CURRENT SURVEY CONTROL
 DQ0433  ___________________________________________________________________
 DQ0433* NAD 83(1986)-  33 01 00.     (N)    103 51 35.     (W)     SCALED    
 DQ0433* NAVD 88     -      1353.008  (meters)    4438.99   (feet)  ADJUSTED  
 DQ0433  ___________________________________________________________________
 DQ0433  GEOID HEIGHT-         -22.27  (meters)                     GEOID03
 DQ0433  DYNAMIC HT  -        1351.123 (meters)    4432.81  (feet)  COMP
 DQ0433  MODELED GRAV-     979,196.9   (mgal)                       NAVD 88
 DQ0433
 DQ0433  VERT ORDER  -  SECOND    CLASS 0
 DQ0433
 DQ0433.The horizontal coordinates were scaled from a topographic map and have
 DQ0433.an estimated accuracy of +/- 6 seconds.
 DQ0433
 DQ0433.The orthometric height was determined by differential leveling
 DQ0433.and adjusted by the National Geodetic Survey in June 1991..
 DQ0433
 DQ0433.The geoid height was determined by GEOID03.
 DQ0433
 DQ0433.The dynamic height is computed by dividing the NAVD 88
 DQ0433.geopotential number by the normal gravity value computed on the
 DQ0433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0433.degrees latitude (g = 980.6199 gals.).
 DQ0433
 DQ0433.The modeled gravity was interpolated from observed gravity values.
 DQ0433
 DQ0433;                    North         East    Units  Estimated Accuracy
 DQ0433;SPC NM E     -   223,700.      209,250.      MT  (+/- 180 meters Scaled)
 DQ0433
 DQ0433                          SUPERSEDED SURVEY CONTROL
 DQ0433
 DQ0433  NGVD 29 (??/??/92) 1352.482  (m)         4437.27   (f) ADJ UNCH    2 0
 DQ0433
 DQ0433.Superseded values are not recommended for survey control.
 DQ0433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0433.See file dsdata.txt to determine how the superseded data were derived.
 DQ0433
 DQ0433_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFS065537(NAD 83)
 DQ0433_MARKER: DB = BENCH MARK DISK
 DQ0433_SETTING: 66 = SET IN ROCK OUTCROP
 DQ0433_SP_SET: OUTCROP
 DQ0433_STAMPING: F 206 1941
 DQ0433_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DQ0433+STABILITY: POSITION/ELEVATION WELL
 DQ0433
 DQ0433  HISTORY     - Date     Condition        Report By
 DQ0433  HISTORY     - 1941     MONUMENTED       CGS
 DQ0433  HISTORY     - 1973     GOOD             USGS
 DQ0433
 DQ0433                          STATION DESCRIPTION
 DQ0433
 DQ0433'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 DQ0433'15.45 MI NE FROM MALJAMAR.
 DQ0433'IN CHAVES COUNTY, 1.1 MILES NORTHEAST ALONG U.S. HIGHWAY 82, FROM THE
 DQ0433'POST OFFICE AT MALJAMAR, LEA COUNTY, THENCE 11.2 MILES NORTH ALONG
 DQ0433'STATE HIGHWAY 31 TO THE JUNCTION OF STATE HIGHWAY 172, THENCE 3.0
 DQ0433'MILES WEST ALONG STATE HIGHWAY 31 TO A CROSS ROADS, CONTINUE ON
 DQ0433'HIGHWAY 31 ABOUT 0.15 MILE AND TAKE OLD HIGHWAY ROAD BED ON NORTH SIDE
 DQ0433'OF NEW HIGHWAY 0.3 MILE TO EDGE OF BLUFF. BENCH MARK IS 200 FEET SOUTH
 DQ0433'OF A CURVE AT THE TOP OF GRADE, 30 FEET EAST OF CENTER OF ROAD. A
 DQ0433'STANDARD DISK STAMPED F 206 1941 AND SET IN A LIMESTONE OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0064 ***********************************************************************
 FO0064  DESIGNATION -  F 207
 FO0064  PID         -  FO0064
 FO0064  STATE/COUNTY-  NM/SANDOVAL
 FO0064  USGS QUAD   -  CANADA (1993)
 FO0064
 FO0064                         *CURRENT SURVEY CONTROL
 FO0064  ___________________________________________________________________
 FO0064* NAD 83(1986)-  35 40 12.     (N)    106 26 47.     (W)     SCALED    
 FO0064* NAVD 88     -      2003.443  (meters)    6572.96   (feet)  ADJUSTED  
 FO0064  ___________________________________________________________________
 FO0064  GEOID HEIGHT-         -19.95  (meters)                     GEOID03
 FO0064  DYNAMIC HT  -        2000.648 (meters)    6563.79  (feet)  COMP
 FO0064  MODELED GRAV-     979,166.9   (mgal)                       NAVD 88
 FO0064
 FO0064  VERT ORDER  -  SECOND    CLASS 0
 FO0064
 FO0064.The horizontal coordinates were scaled from a topographic map and have
 FO0064.an estimated accuracy of +/- 6 seconds.
 FO0064
 FO0064.The orthometric height was determined by differential leveling
 FO0064.and adjusted by the National Geodetic Survey in June 1991..
 FO0064
 FO0064.The geoid height was determined by GEOID03.
 FO0064
 FO0064.The dynamic height is computed by dividing the NAVD 88
 FO0064.geopotential number by the normal gravity value computed on the
 FO0064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0064.degrees latitude (g = 980.6199 gals.).
 FO0064
 FO0064.The modeled gravity was interpolated from observed gravity values.
 FO0064
 FO0064;                    North         East    Units  Estimated Accuracy
 FO0064;SPC NM C     -   517,920.      482,220.      MT  (+/- 180 meters Scaled)
 FO0064
 FO0064                          SUPERSEDED SURVEY CONTROL
 FO0064
 FO0064  NGVD 29 (??/??/92) 2002.434  (m)         6569.65   (f) ADJ UNCH    2 0
 FO0064
 FO0064.Superseded values are not recommended for survey control.
 FO0064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0064.See file dsdata.txt to determine how the superseded data were derived.
 FO0064
 FO0064_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV690483(NAD 83)
 FO0064_MARKER: DB = BENCH MARK DISK
 FO0064_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FO0064_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FO0064_STAMPING: F 207 1941
 FO0064_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO0064+STABILITY: SURFACE MOTION
 FO0064
 FO0064  HISTORY     - Date     Condition        Report By
 FO0064  HISTORY     - 1941     MONUMENTED       CGS
 FO0064
 FO0064                          STATION DESCRIPTION
 FO0064
 FO0064'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 FO0064'14.2 MI NW FROM PENABLANCA.
 FO0064'14.2 MILES NORTHWEST ALONG A ROAD LEADING TO JEMES FROM THE CATHOLIC
 FO0064'CHURCH AT PENABLANCA, SANDOVAL COUNTY, 7.9 MILES NORTHWEST OF THE
 FO0064'JUNCTION OF A ROAD LEADING TO COCHITI PUEBLO, 0.1 MILE SOUTH OF THE
 FO0064'SUMMIT OF A STEEP GRADE, AT THE EDGE OF A CANYON, 240 FEET SOUTH OF A
 FO0064'POINT WHERE A ROW OF POLES CROSSES THE ROAD, 48 FEET EAST OF THE
 FO0064'CENTERLINE OF THE ROAD, 11 FEET NORTHWEST OF A SMALL SCRUB CEDAR TREE,
 FO0064'IN THE TOP OF A 2-BY-3 FOOT BROWN BOULDER PROJECTING 1 FOOT ABOVE THE
 FO0064'GROUND, AND 1.5 FEET LOWER THAN THE ROAD.  A STANDARD DISK, STAMPED F
 FO0064'207 1941.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0083 ***********************************************************************
 FO0083  DESIGNATION -  F 208
 FO0083  PID         -  FO0083
 FO0083  STATE/COUNTY-  NM/SANDOVAL
 FO0083  USGS QUAD   -  BLAND (1993)
 FO0083
 FO0083                         *CURRENT SURVEY CONTROL
 FO0083  ___________________________________________________________________
 FO0083* NAD 83(1986)-  35 51 24.     (N)    106 26 16.     (W)     SCALED    
 FO0083* NAVD 88     -      2623.563  (meters)    8607.47   (feet)  ADJUSTED  
 FO0083  ___________________________________________________________________
 FO0083  GEOID HEIGHT-         -18.97  (meters)                     GEOID03
 FO0083  DYNAMIC HT  -        2619.608 (meters)    8594.50  (feet)  COMP
 FO0083  MODELED GRAV-     979,030.3   (mgal)                       NAVD 88
 FO0083
 FO0083  VERT ORDER  -  SECOND    CLASS 0
 FO0083
 FO0083.The horizontal coordinates were scaled from a topographic map and have
 FO0083.an estimated accuracy of +/- 6 seconds.
 FO0083
 FO0083.The orthometric height was determined by differential leveling
 FO0083.and adjusted by the National Geodetic Survey in June 1991..
 FO0083
 FO0083.The geoid height was determined by GEOID03.
 FO0083
 FO0083.The dynamic height is computed by dividing the NAVD 88
 FO0083.geopotential number by the normal gravity value computed on the
 FO0083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0083.degrees latitude (g = 980.6199 gals.).
 FO0083
 FO0083.The modeled gravity was interpolated from observed gravity values.
 FO0083
 FO0083;                    North         East    Units  Estimated Accuracy
 FO0083;SPC NM C     -   538,630.      483,040.      MT  (+/- 180 meters Scaled)
 FO0083
 FO0083                          SUPERSEDED SURVEY CONTROL
 FO0083
 FO0083  NGVD 29 (??/??/92) 2622.296  (m)         8603.32   (f) ADJ UNCH    2 0
 FO0083
 FO0083.Superseded values are not recommended for survey control.
 FO0083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0083.See file dsdata.txt to determine how the superseded data were derived.
 FO0083
 FO0083_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV701690(NAD 83)
 FO0083_MARKER: DB = BENCH MARK DISK
 FO0083_SETTING: 66 = SET IN ROCK OUTCROP
 FO0083_SP_SET: ROCK OUTCROP
 FO0083_STAMPING: F 208 1941
 FO0083_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FO0083+STABILITY: POSITION/ELEVATION WELL
 FO0083
 FO0083  HISTORY     - Date     Condition        Report By
 FO0083  HISTORY     - 1941     MONUMENTED       CGS
 FO0083
 FO0083                          STATION DESCRIPTION
 FO0083
 FO0083'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 FO0083'14.4 MI SW FROM OTOWI.
 FO0083'6.4 MILES WEST ALONG A ROAD LEADING TO SULPHUR SPRINGS FROM THE POST
 FO0083'OFFICE AT OTOWI, SANDOVAL COUNTY, THENCE 1.2 MILES NORTHWEST ALONG
 FO0083'STATE HIGHWAY 4, AND THENCE 6.8 MILES SOUTHWEST ALONG AN OLD ROAD
 FO0083'LEADING TO SULPJHUR SPRINGS, 270 FEET SOUTHWEST OF THE CENTERLINE OF
 FO0083'THE ROAD, 150 FEET WEST OF THE TIMBER LINE, AT THE SOUTH END OF A
 FO0083'CLEARING, IN THE EXTREME WEST END OF A GROUP OF ROCKS, IN THE TOP OF A
 FO0083'LAVA OUTCROP PROJECTING 2 FEET ABOVE THE GROUND, AND 8 FEET LOWER THAN
 FO0083'THE ROAD.  A STANDARD DISK, STAMPED F 208 1941.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0031 ***********************************************************************
 FP0031  DESIGNATION -  F 209
 FP0031  PID         -  FP0031
 FP0031  STATE/COUNTY-  NM/MCKINLEY
 FP0031  USGS QUAD   -  THOREAU (1980)
 FP0031
 FP0031                         *CURRENT SURVEY CONTROL
 FP0031  ___________________________________________________________________
 FP0031* NAD 83(1986)-  35 24 10.     (N)    108 14 18.     (W)     SCALED    
 FP0031* NAVD 88     -      2177.066  (meters)    7142.59   (feet)  ADJUSTED  
 FP0031  ___________________________________________________________________
 FP0031  GEOID HEIGHT-         -20.19  (meters)                     GEOID03
 FP0031  DYNAMIC HT  -        2173.950 (meters)    7132.37  (feet)  COMP
 FP0031  MODELED GRAV-     979,124.0   (mgal)                       NAVD 88
 FP0031
 FP0031  VERT ORDER  -  FIRST     CLASS II
 FP0031
 FP0031.The horizontal coordinates were scaled from a topographic map and have
 FP0031.an estimated accuracy of +/- 6 seconds.
 FP0031
 FP0031.The orthometric height was determined by differential leveling
 FP0031.and adjusted by the National Geodetic Survey in June 1991..
 FP0031.WARNING-Repeat measurements at this control monument indicate possible
 FP0031.vertical movement.
 FP0031
 FP0031.The geoid height was determined by GEOID03.
 FP0031
 FP0031.The dynamic height is computed by dividing the NAVD 88
 FP0031.geopotential number by the normal gravity value computed on the
 FP0031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0031.degrees latitude (g = 980.6199 gals.).
 FP0031
 FP0031.The modeled gravity was interpolated from observed gravity values.
 FP0031
 FP0031;                    North         East    Units  Estimated Accuracy
 FP0031;SPC NM W     -   488,340.      793,210.      MT  (+/- 180 meters Scaled)
 FP0031
 FP0031                          SUPERSEDED SURVEY CONTROL
 FP0031
 FP0031  NGVD 29 (??/??/92) 2175.922  (m)         7138.84   (f) ADJ UNCH    1 2
 FP0031
 FP0031.Superseded values are not recommended for survey control.
 FP0031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0031.See file dsdata.txt to determine how the superseded data were derived.
 FP0031
 FP0031_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYE507212(NAD 83)
 FP0031_MARKER: DB = BENCH MARK DISK
 FP0031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FP0031_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FP0031_STAMPING: F 209 1941
 FP0031_MARK LOGO: CGS   
 FP0031_PROJECTION: PROJECTING 30 CENTIMETERS
 FP0031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FP0031+STABILITY: SURFACE MOTION
 FP0031
 FP0031  HISTORY     - Date     Condition        Report By
 FP0031  HISTORY     - 1941     MONUMENTED       CGS
 FP0031  HISTORY     - 1982     GOOD             NGS
 FP0031
 FP0031                          STATION DESCRIPTION
 FP0031
 FP0031'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 FP0031'0.7 MI W FROM THOREAU.
 FP0031'TO REACH FROM THE ATCHISON, TOPEKA AND SANTA FE RAILROAD STATION AT
 FP0031'THOREAU-- GO 0.7 MILE WESTERLY ALONG THE ATCHISON, TOPEKA AND SANTA FE
 FP0031'RAILROAD RIGHT-OF-WAY TO THE SITE OF BENCHMARK.  BENCH MARK IS 8 1/2
 FP0031'POLES WEST OF MILE POLE NO. 126 AND 8 1/2 POLES EAST OF MILE POLE NO.
 FP0031'126 1/2.  IT IS ABOUT 98.0 FEET NORTH OF AND ABOUT 8.0 FEET BELOW THE
 FP0031'CENTERLINE OF THE MAIN NORTH TRACKS.  IT IS 2 1/2 POLES EAST OF THE
 FP0031'WEST END OF THOREAU SIDING, 3.0 FEET EAST OF ATCHISON, TOPEKA AND
 FP0031'SANTA FE RIGHT-OF-WAY IRON RAIL MARKER, 3.0 FEET WEST OF 4X4-INCH
 FP0031'WOODEN MARKER POST AND 1.0 FOOT SOUTH OF RIGHT-OF-WAY FENCE.  THE
 FP0031'MONUMENT PROJECTS 0.6 FOOT.
 FP0031
 FP0031                          STATION RECOVERY (1982)
 FP0031
 FP0031'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FP0031'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  49.8 KM (30.95
 FP0031'MI) NORTHWESTERLY ALONG THE SANTA FE RAILROAD FORM THE RAILROAD
 FP0031'STATION IN GRANTS, 0.4 KM (0.25 MI) NORTHWEST OF MILEPOST 126, 29.3
 FP0031'METERS (96.1 FT) NORTHEAST OF THE NEAR RAIL, 0.9 METER (3.0 FT) EAST
 FP0031'OF A STEEL RAIL RIGHT-OF-WAY MARKER, 0.9 METER (3.0 FT) WEST OF A
 FP0031'WOODEN WITNESS POST AND 0.3 METER (1.0 FT) SOUTHWEST OF A FENCE.
 FP0031'THE MARK IS 2.4 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0697 ***********************************************************************
 FO0697  DESIGNATION -  F 210
 FO0697  PID         -  FO0697
 FO0697  STATE/COUNTY-  NM/CIBOLA
 FO0697  USGS QUAD   -  MILAN (1995)
 FO0697
 FO0697                         *CURRENT SURVEY CONTROL
 FO0697  ___________________________________________________________________
 FO0697* NAD 83(1986)-  35 13 49.     (N)    107 55 42.     (W)     SCALED    
 FO0697* NAVD 88     -      2001.927  (meters)    6567.99   (feet)  ADJUSTED  
 FO0697  ___________________________________________________________________
 FO0697  GEOID HEIGHT-         -20.30  (meters)                     GEOID03
 FO0697  DYNAMIC HT  -        1999.087 (meters)    6558.67  (feet)  COMP
 FO0697  MODELED GRAV-     979,143.6   (mgal)                       NAVD 88
 FO0697
 FO0697  VERT ORDER  -  FIRST     CLASS II
 FO0697
 FO0697.The horizontal coordinates were scaled from a topographic map and have
 FO0697.an estimated accuracy of +/- 6 seconds.
 FO0697
 FO0697.The orthometric height was determined by differential leveling
 FO0697.and adjusted by the National Geodetic Survey in June 1991..
 FO0697.WARNING-Repeat measurements at this control monument indicate possible
 FO0697.vertical movement.
 FO0697
 FO0697.The geoid height was determined by GEOID03.
 FO0697
 FO0697.The dynamic height is computed by dividing the NAVD 88
 FO0697.geopotential number by the normal gravity value computed on the
 FO0697.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0697.degrees latitude (g = 980.6199 gals.).
 FO0697
 FO0697.The modeled gravity was interpolated from observed gravity values.
 FO0697
 FO0697;                    North         East    Units  Estimated Accuracy
 FO0697;SPC NM W     -   469,130.      821,350.      MT  (+/- 180 meters Scaled)
 FO0697
 FO0697                          SUPERSEDED SURVEY CONTROL
 FO0697
 FO0697  NGVD 29 (??/??/92) 2000.916  (m)         6564.67   (f) ADJ UNCH    1 2
 FO0697
 FO0697.Superseded values are not recommended for survey control.
 FO0697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0697.See file dsdata.txt to determine how the superseded data were derived.
 FO0697
 FO0697_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBV334025(NAD 83)
 FO0697_MARKER: DB = BENCH MARK DISK
 FO0697_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FO0697_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FO0697_STAMPING: F 210 1941
 FO0697_MARK LOGO: CGS   
 FO0697_PROJECTION: PROJECTING 35 CENTIMETERS
 FO0697_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO0697+STABILITY: SURFACE MOTION
 FO0697
 FO0697  HISTORY     - Date     Condition        Report By
 FO0697  HISTORY     - 1941     MONUMENTED       CGS
 FO0697  HISTORY     - 1982     GOOD             NGS
 FO0697
 FO0697                          STATION DESCRIPTION
 FO0697
 FO0697'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 FO0697'7.5 MI NW FROM GRANTS.
 FO0697'TO REACH FROM THE ATCHISON, TOPEKA AND SANTA FE RAILROAD STATION AT
 FO0697'GRANTS-- GO 7.5 MILES NORTHWESTERLY ALONG THE ATCHISON, TOPEKA AND
 FO0697'SANTA FE RAILROAD RIGHT-OF-WAY TO THE SITE OF BENCH MARK.  BENCH MARK
 FO0697'IS ABOUT 0.15 MILE SOUTHEAST OF A RANCH ROAD CROSSING, OPPOSITE MILE
 FO0697'POLE NO. 103, 96.0 FEET SOUTHWEST OF AND ABOUT 5.0 FEET BELOW THE
 FO0697'CENTERLINE OF THE MAIN SOUTH TRACKS.  IT IS 58.0 FEET NORTHEAST OF THE
 FO0697'CENTERLINE OF U.S. HIGHWAY NO. 66, ON A SLIGHT RIDGE, 3.0 FEET SOUTH
 FO0697'OF A 4X4-INCH WOODEN MARKER POST AND 1.5 FEET NORTHEAST OF
 FO0697'RIGHT-OF-WAY FENCE.  THE MONUMENT PROJECTS 0.5 FOOT.
 FO0697
 FO0697                          STATION RECOVERY (1982)
 FO0697
 FO0697'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FO0697'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  12.2 KM (7.6
 FO0697'MI) NORTHWESTERLY ALONG THE SANTA FE RAILROAD FROM THE RAILROD STATION
 FO0697'IN GRANTS, 25.2 METERS (82.7 FT) SOUTHWEST OF THE NEAR RAIL, 22.6
 FO0697'METERS (74.1 FT) SOUTH OF MILEPOST 103, 19.8 METERS (65.0 FT)
 FO0697'NORTHEAST OF THE CENTERLINE OF THE NORTHWEST BOUND LANES OF STATE
 FO0697'HIGHWAY 122 AND 0.9 METER (3.0 FT) SOUTHEAST OF A WOODEN WITNESS POST.
 FO0697'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 FO0697'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0736 ***********************************************************************
 FO0736  DESIGNATION -  F 211
 FO0736  PID         -  FO0736
 FO0736  STATE/COUNTY-  NM/CIBOLA
 FO0736  USGS QUAD   -  CUBERO (1971)
 FO0736
 FO0736                         *CURRENT SURVEY CONTROL
 FO0736  ___________________________________________________________________
 FO0736* NAD 83(1986)-  35 03 22.     (N)    107 35 09.     (W)     SCALED    
 FO0736* NAVD 88     -      1839.866  (meters)    6036.29   (feet)  ADJUSTED  
 FO0736  ___________________________________________________________________
 FO0736  GEOID HEIGHT-         -20.75  (meters)                     GEOID03
 FO0736  DYNAMIC HT  -        1837.264 (meters)    6027.76  (feet)  COMP
 FO0736  MODELED GRAV-     979,154.7   (mgal)                       NAVD 88
 FO0736
 FO0736  VERT ORDER  -  FIRST     CLASS II
 FO0736
 FO0736.The horizontal coordinates were scaled from a topographic map and have
 FO0736.an estimated accuracy of +/- 6 seconds.
 FO0736
 FO0736.The orthometric height was determined by differential leveling
 FO0736.and adjusted by the National Geodetic Survey in June 1991..
 FO0736
 FO0736.The geoid height was determined by GEOID03.
 FO0736
 FO0736.The dynamic height is computed by dividing the NAVD 88
 FO0736.geopotential number by the normal gravity value computed on the
 FO0736.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0736.degrees latitude (g = 980.6199 gals.).
 FO0736
 FO0736.The modeled gravity was interpolated from observed gravity values.
 FO0736
 FO0736;                    North         East    Units  Estimated Accuracy
 FO0736;SPC NM W     -   449,830.      852,580.      MT  (+/- 180 meters Scaled)
 FO0736
 FO0736                          SUPERSEDED SURVEY CONTROL
 FO0736
 FO0736  NGVD 29 (??/??/92) 1838.867  (m)         6033.02   (f) ADJ UNCH    1 2
 FO0736
 FO0736.Superseded values are not recommended for survey control.
 FO0736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0736.See file dsdata.txt to determine how the superseded data were derived.
 FO0736
 FO0736_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBU641823(NAD 83)
 FO0736_MARKER: DB = BENCH MARK DISK
 FO0736_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FO0736_SP_SET: CULVERT
 FO0736_STAMPING: F 211 1941
 FO0736_MARK LOGO: CGS   
 FO0736_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FO0736
 FO0736  HISTORY     - Date     Condition        Report By
 FO0736  HISTORY     - 1941     MONUMENTED       CGS
 FO0736  HISTORY     - 1982     GOOD             NGS
 FO0736
 FO0736                          STATION DESCRIPTION
 FO0736
 FO0736'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 FO0736'9.5 MI W FROM NEW LAGUNA.
 FO0736'TO REACH FROM THE ATCHISON, TOPEKA AND SANTA FE RAILROAD STATION AT
 FO0736'NEW LAGUNA-- GO 9.5 MILES WESTERLY ALONG THE ATCHISON, TOPEKA AND
 FO0736'SANTA FE RIGHT-OF-WAY TO THE SITE OF BENCH MARK.  BENCH MARK IS ABOUT
 FO0736'0.5 MILE WEST OF SIDING SIGN ACOMITA, 81.0 FEET WEST OF A ROAD
 FO0736'CROSSING AND 42.0 FEET SOUTHEAST OF THE FIRST POLE EAST OF MILE POLE
 FO0736'NO. 78.  IT IS SET HORIZONTALLY IN THE WEST END OF THE NORTH CONCRETE
 FO0736'HEADWALL OF CULVERT NO. F 78 AND 9.3 FEET NORTH OF AND ABOUT THE SAME
 FO0736'ELEVATION AS THE CENTERLINE OF THE MAIN NORTH TRACKS.
 FO0736
 FO0736                          STATION RECOVERY (1982)
 FO0736
 FO0736'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FO0736'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  8.0 KM (4.95
 FO0736'MI) SOUTHEASTERLY ALONG THE SANTA FE RAILROAD FROM THE RAILROAD
 FO0736'STATION IN GRANTS, THENCE 11.6 KM (7.2 MI) SOUTHEASTERLY ALONG A PAVED
 FO0736'ROAD, THENCE 9.5 KM (5.9 MI) EASTERLY ALONG THE SANTA FE RAILROAD, IN
 FO0736'THE WEST END OF THE NORTH CONCRETE HEADWALL OF A 36-INCH PIPE CULVERT,
 FO0736'60.4 METERS (198.2 FT) EAST OF MILEPOST 78, 12.8 METERS (42.0 FT)
 FO0736'SOUTHEAST OF UTILITY POLE NUMBER 19 G AND 2.2 METERS (7.2 FT) NORTH OF
 FO0736'THE NEAR RAIL.
 FO0736'THE MARK IS 0.3 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0047 ***********************************************************************
 ER0047  DESIGNATION -  F 212
 ER0047  PID         -  ER0047
 ER0047  STATE/COUNTY-  NM/CATRON
 ER0047  USGS QUAD   -  RED FLATS (1967)
 ER0047
 ER0047                         *CURRENT SURVEY CONTROL
 ER0047  ___________________________________________________________________
 ER0047* NAD 83(1986)-  34 17 42.     (N)    108 06 58.     (W)     SCALED    
 ER0047* NAVD 88     -      2377.133  (meters)    7798.98   (feet)  POSTED    
 ER0047  ___________________________________________________________________
 ER0047  GEOID HEIGHT-         -21.24  (meters)                     GEOID03
 ER0047  DYNAMIC HT  -        2373.390 (meters)    7786.70  (feet)  COMP
 ER0047  MODELED GRAV-     978,975.3   (mgal)                       NAVD 88
 ER0047
 ER0047  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 ER0047
 ER0047.The horizontal coordinates were scaled from a topographic map and have
 ER0047.an estimated accuracy of +/- 6 seconds.
 ER0047
 ER0047.The orthometric height was determined by differential leveling
 ER0047.and adjusted by the National Geodetic Survey in 1992..
 ER0047.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 ER0047.rate of 2.1 thru 3.0 mm/km.
 ER0047
 ER0047.The geoid height was determined by GEOID03.
 ER0047
 ER0047.The dynamic height is computed by dividing the NAVD 88
 ER0047.geopotential number by the normal gravity value computed on the
 ER0047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0047.degrees latitude (g = 980.6199 gals.).
 ER0047
 ER0047.The modeled gravity was interpolated from observed gravity values.
 ER0047
 ER0047;                    North         East    Units  Estimated Accuracy
 ER0047;SPC NM W     -   365,420.      803,970.      MT  (+/- 180 meters Scaled)
 ER0047
 ER0047                          SUPERSEDED SURVEY CONTROL
 ER0047
 ER0047  NGVD 29 (??/??/92) 2376.106  (m)         7795.61   (f) ADJ UNCH    2 0
 ER0047
 ER0047.Superseded values are not recommended for survey control.
 ER0047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0047.See file dsdata.txt to determine how the superseded data were derived.
 ER0047
 ER0047_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYC654986(NAD 83)
 ER0047_MARKER: DB = BENCH MARK DISK
 ER0047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ER0047_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ER0047_STAMPING: F 212 1941
 ER0047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0047+STABILITY: SURFACE MOTION
 ER0047
 ER0047  HISTORY     - Date     Condition        Report By
 ER0047  HISTORY     - 1941     MONUMENTED       CGS
 ER0047  HISTORY     - 1967     GOOD             USGS
 ER0047  HISTORY     - 19990210 MARK NOT FOUND   NGS
 ER0047
 ER0047                          STATION DESCRIPTION
 ER0047
 ER0047'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 ER0047'1.3 MI E FROM PIE TOWN.
 ER0047'1.3 MILES EAST OF, ALONG U.S. HWY.60 FROM THE INTERSECTION OF STATE
 ER0047'HWY.36 IN PIE TOWN.  IN A SMALL FLAT BETWEEN TWO CUTS, 47 FEET NORTH
 ER0047'OF THE CENTER LINE OF THE HWY. AND ABOUT 10 FEET BELOW THE LEVEL OF
 ER0047'THE HWY.  SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 0.4 FOOT
 ER0047'ABOVE THE GROUND.  STAMPED F 212 1941.
 ER0047
 ER0047                          STATION RECOVERY (1999)
 ER0047
 ER0047'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 ER0047'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0031 ***********************************************************************
 DT0031  DESIGNATION -  F 213
 DT0031  PID         -  DT0031
 DT0031  STATE/COUNTY-  NM/CATRON
 DT0031  USGS QUAD   -  O BAR O CANYON EAST (1981)
 DT0031
 DT0031                         *CURRENT SURVEY CONTROL
 DT0031  ___________________________________________________________________
 DT0031* NAD 83(1986)-  33 31 45.     (N)    108 08 12.     (W)     SCALED    
 DT0031* NAVD 88     -      2115.685  (meters)    6941.21   (feet)  ADJUSTED  
 DT0031  ___________________________________________________________________
 DT0031  GEOID HEIGHT-         -22.31  (meters)                     GEOID03
 DT0031  DYNAMIC HT  -        2112.296 (meters)    6930.09  (feet)  COMP
 DT0031  MODELED GRAV-     978,959.1   (mgal)                       NAVD 88
 DT0031
 DT0031  VERT ORDER  -  SECOND    CLASS 0
 DT0031
 DT0031.The horizontal coordinates were scaled from a topographic map and have
 DT0031.an estimated accuracy of +/- 6 seconds.
 DT0031
 DT0031.The orthometric height was determined by differential leveling
 DT0031.and adjusted by the National Geodetic Survey in June 1991..
 DT0031
 DT0031.The geoid height was determined by GEOID03.
 DT0031
 DT0031.The dynamic height is computed by dividing the NAVD 88
 DT0031.geopotential number by the normal gravity value computed on the
 DT0031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0031.degrees latitude (g = 980.6199 gals.).
 DT0031
 DT0031.The modeled gravity was interpolated from observed gravity values.
 DT0031
 DT0031;                    North         East    Units  Estimated Accuracy
 DT0031;SPC NM W     -   280,480.      801,830.      MT  (+/- 180 meters Scaled)
 DT0031
 DT0031                          SUPERSEDED SURVEY CONTROL
 DT0031
 DT0031  NGVD 29 (??/??/92) 2114.743  (m)         6938.12   (f) ADJ UNCH    2 0
 DT0031
 DT0031.Superseded values are not recommended for survey control.
 DT0031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0031.See file dsdata.txt to determine how the superseded data were derived.
 DT0031
 DT0031_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYC659136(NAD 83)
 DT0031_MARKER: DB = BENCH MARK DISK
 DT0031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DT0031_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DT0031_STAMPING: F 213 1941
 DT0031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DT0031+STABILITY: SURFACE MOTION
 DT0031
 DT0031  HISTORY     - Date     Condition        Report By
 DT0031  HISTORY     - 1941     MONUMENTED       CGS
 DT0031  HISTORY     - 1975     GOOD             USGS
 DT0031
 DT0031                          STATION DESCRIPTION
 DT0031
 DT0031'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 DT0031'7.1 MI NW FROM BEAVERHEAD.
 DT0031'TO REACH BENCH MARK FROM THE RANGER STATION AT BEAVERHEAD, PROCEED
 DT0031'NORTHWEST ON STATE HIGHWAY NO. 184, GO 6.2 MILES TO INTERSECTION OF
 DT0031'STATE HIGHWAYS NO. 184 AND NO. 145.  THENCE, TURN RIGHT (NORTHEAST)
 DT0031'ONTO STATE HIGHWAY NO. 145, GO 0.9 MILE TO SITE OF BENCH MARK.  BENCH
 DT0031'MARK IS 33.0 FEET NORTHWEST OF AND ABOUT 2.0 FEET ABOVE THE CENTERLINE
 DT0031'OF THE HIGHWAY.  3.0 FEET SOUTH OF A 4 X 4 INCH WOODEN MARKER POST.
 DT0031'THE MONUMENT PROJECTS 0.6 FOOT.
 DT0031
 DT0031                          STATION RECOVERY (1975)
 DT0031
 DT0031'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 DT0031'FROM THE RANGER STATION AT BEAVERHEAD 8.7 MILES NORTHWEST ALONG STATE
 DT0031'ROAD 61, THENCE 0.8 MILES NORTHEAST ALONG STATE ROAD 78. IT IS 33'
 DT0031'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY AND ABOUT 2.0 FEET ABOVE
 DT0031'THE HIGHWAY, A STANDARD DISK STAMPED 'F 213 1941' AND SET ON TOP OF A
 DT0031'CONCRETE POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0463 ***********************************************************************
 GL0463  DESIGNATION -  F 214
 GL0463  PID         -  GL0463
 GL0463  STATE/COUNTY-  NM/UNION
 GL0463  USGS QUAD   -  MOSES (1972)
 GL0463
 GL0463                         *CURRENT SURVEY CONTROL
 GL0463  ___________________________________________________________________
 GL0463* NAD 83(1986)-  36 42 34.     (N)    103 03 47.     (W)     SCALED    
 GL0463* NAVD 88     -      1467.130  (meters)    4813.41   (feet)  ADJUSTED  
 GL0463  ___________________________________________________________________
 GL0463  GEOID HEIGHT-         -22.23  (meters)                     GEOID03
 GL0463  DYNAMIC HT  -        1465.442 (meters)    4807.87  (feet)  COMP
 GL0463  MODELED GRAV-     979,429.6   (mgal)                       NAVD 88
 GL0463
 GL0463  VERT ORDER  -  SECOND    CLASS 0
 GL0463
 GL0463.The horizontal coordinates were scaled from a topographic map and have
 GL0463.an estimated accuracy of +/- 6 seconds.
 GL0463
 GL0463.The orthometric height was determined by differential leveling
 GL0463.and adjusted by the National Geodetic Survey in June 1991..
 GL0463
 GL0463.The geoid height was determined by GEOID03.
 GL0463
 GL0463.The dynamic height is computed by dividing the NAVD 88
 GL0463.geopotential number by the normal gravity value computed on the
 GL0463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0463.degrees latitude (g = 980.6199 gals.).
 GL0463
 GL0463.The modeled gravity was interpolated from observed gravity values.
 GL0463
 GL0463;                    North         East    Units  Estimated Accuracy
 GL0463;SPC NM E     -   633,990.      278,490.      MT  (+/- 180 meters Scaled)
 GL0463
 GL0463                          SUPERSEDED SURVEY CONTROL
 GL0463
 GL0463  NGVD 29 (??/??/92) 1466.428  (m)         4811.11   (f) ADJ UNCH    2 0
 GL0463
 GL0463.Superseded values are not recommended for survey control.
 GL0463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0463.See file dsdata.txt to determine how the superseded data were derived.
 GL0463
 GL0463_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA730643(NAD 83)
 GL0463_MARKER: DB = BENCH MARK DISK
 GL0463_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0463_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0463_STAMPING: F 214 1941
 GL0463_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0463+STABILITY: SURFACE MOTION
 GL0463
 GL0463  HISTORY     - Date     Condition        Report By
 GL0463  HISTORY     - 1941     MONUMENTED       CGS
 GL0463  HISTORY     - 1972     MARK NOT FOUND   USGS
 GL0463
 GL0463                          STATION DESCRIPTION
 GL0463
 GL0463'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 GL0463'0.2 MI S FROM MOSES.
 GL0463'TO REACH BENCH MARK FROM THE POST OFFICE AT MOSES, PROCEED SOUTH ON
 GL0463'STATE HIGHWAY NO. 18, GO 0.2 MILE TO SITE OF BENCH MARK.  BENCH MARK
 GL0463'IS ABOUT 500.0 FEET SOUTHEAST OF AND ACROSS THE HIGHWAY FROM A STONE
 GL0463'RANCH HOUSE.  36.0 FEET EAST OF AND ABOUT 1.0 FOOT ABOVE THE
 GL0463'CENTERLINE OF THE HIGHWAY.  3.0 FEET NORTH OF A 4 X 4 INCH WOODEN
 GL0463'MARKER POST, AND 1.0 FOOT WEST OF THE RIGHT OF WAY FENCE.  THE
 GL0463'MONUMENT PROJECTS 0.7 FOOT.  NOTE-- HIGHWAY HAS BEEN WIDENED.
 GL0463
 GL0463                          STATION RECOVERY (1972)
 GL0463
 GL0463'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 GL0463'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0279 ***********************************************************************
 DQ0279  DESIGNATION -  F 215
 DQ0279  PID         -  DQ0279
 DQ0279  STATE/COUNTY-  NM/ROOSEVELT
 DQ0279  USGS QUAD   -  MILNESAND NW (1984)
 DQ0279
 DQ0279                         *CURRENT SURVEY CONTROL
 DQ0279  ___________________________________________________________________
 DQ0279* NAD 83(1986)-  33 42 03.     (N)    103 28 43.     (W)     SCALED    
 DQ0279* NAVD 88     -      1314.615  (meters)    4313.03   (feet)  ADJUSTED  
 DQ0279  ___________________________________________________________________
 DQ0279  GEOID HEIGHT-         -22.57  (meters)                     GEOID03
 DQ0279  DYNAMIC HT  -        1312.826 (meters)    4307.16  (feet)  COMP
 DQ0279  MODELED GRAV-     979,229.9   (mgal)                       NAVD 88
 DQ0279
 DQ0279  VERT ORDER  -  SECOND    CLASS 0
 DQ0279
 DQ0279.The horizontal coordinates were scaled from a topographic map and have
 DQ0279.an estimated accuracy of +/- 6 seconds.
 DQ0279
 DQ0279.The orthometric height was determined by differential leveling
 DQ0279.and adjusted by the National Geodetic Survey in June 1991..
 DQ0279
 DQ0279.The geoid height was determined by GEOID03.
 DQ0279
 DQ0279.The dynamic height is computed by dividing the NAVD 88
 DQ0279.geopotential number by the normal gravity value computed on the
 DQ0279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0279.degrees latitude (g = 980.6199 gals.).
 DQ0279
 DQ0279.The modeled gravity was interpolated from observed gravity values.
 DQ0279
 DQ0279;                    North         East    Units  Estimated Accuracy
 DQ0279;SPC NM E     -   299,800.      244,230.      MT  (+/- 180 meters Scaled)
 DQ0279
 DQ0279                          SUPERSEDED SURVEY CONTROL
 DQ0279
 DQ0279  NGVD 29 (??/??/92) 1314.058  (m)         4311.21   (f) ADJ UNCH    2 0
 DQ0279
 DQ0279.Superseded values are not recommended for survey control.
 DQ0279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0279.See file dsdata.txt to determine how the superseded data were derived.
 DQ0279
 DQ0279_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFT409300(NAD 83)
 DQ0279_MARKER: DB = BENCH MARK DISK
 DQ0279_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0279_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DQ0279_STAMPING: F 215 1943
 DQ0279_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0279+STABILITY: SURFACE MOTION
 DQ0279
 DQ0279  HISTORY     - Date     Condition        Report By
 DQ0279  HISTORY     - 1943     MONUMENTED       CGS
 DQ0279
 DQ0279                          STATION DESCRIPTION
 DQ0279
 DQ0279'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 DQ0279'12.2 MI NW FROM MILNESAND.
 DQ0279'THIS MARK IS ABOUT 12.2 MILES NORTHWEST FROM THE POST OFFICE AT
 DQ0279'MILNESAND, ROOSEVELT COUNTY, SET AT THE SOUTH EDGE OF THE SAND HILLS,
 DQ0279'2.0 FEET EAST OF THE WEST RIGHT-OF-WAY FENCE, 30.0 FEET WEST OF THE
 DQ0279'CENTER LINE OF THE ROAD, PROJECTING ABOUT 5-INCHES ABOVE THE GROUND,
 DQ0279'2.0 FEET NORTHEAST OF A WHITE REFERENCE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0666 ***********************************************************************
 FO0666  DESIGNATION -  F 217
 FO0666  PID         -  FO0666
 FO0666  STATE/COUNTY-  NM/CIBOLA
 FO0666  USGS QUAD   -  LAGUNA (1971)
 FO0666
 FO0666                         *CURRENT SURVEY CONTROL
 FO0666  ___________________________________________________________________
 FO0666* NAD 83(1986)-  35 06 54.     (N)    107 25 32.     (W)     SCALED    
 FO0666* NAVD 88     -      2125.397  (meters)    6973.07   (feet)  ADJUSTED  
 FO0666  ___________________________________________________________________
 FO0666  GEOID HEIGHT-         -20.66  (meters)                     GEOID03
 FO0666  DYNAMIC HT  -        2122.303 (meters)    6962.92  (feet)  COMP
 FO0666  MODELED GRAV-     979,102.3   (mgal)                       NAVD 88
 FO0666
 FO0666  VERT ORDER  -  SECOND    CLASS 0
 FO0666
 FO0666.The horizontal coordinates were scaled from a topographic map and have
 FO0666.an estimated accuracy of +/- 6 seconds.
 FO0666
 FO0666.The orthometric height was determined by differential leveling
 FO0666.and adjusted by the National Geodetic Survey in June 1991..
 FO0666
 FO0666.The geoid height was determined by GEOID03.
 FO0666
 FO0666.The dynamic height is computed by dividing the NAVD 88
 FO0666.geopotential number by the normal gravity value computed on the
 FO0666.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0666.degrees latitude (g = 980.6199 gals.).
 FO0666
 FO0666.The modeled gravity was interpolated from observed gravity values.
 FO0666
 FO0666;                    North         East    Units  Estimated Accuracy
 FO0666;SPC NM W     -   456,420.      867,170.      MT  (+/- 180 meters Scaled)
 FO0666
 FO0666                          SUPERSEDED SURVEY CONTROL
 FO0666
 FO0666  NGVD 29 (??/??/92) 2124.268  (m)         6969.37   (f) ADJ UNCH    2 0
 FO0666
 FO0666.Superseded values are not recommended for survey control.
 FO0666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0666.See file dsdata.txt to determine how the superseded data were derived.
 FO0666
 FO0666_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBU789884(NAD 83)
 FO0666_MARKER: DB = BENCH MARK DISK
 FO0666_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FO0666_SP_SET: LEDGE
 FO0666_STAMPING: F 217 1941
 FO0666_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FO0666
 FO0666  HISTORY     - Date     Condition        Report By
 FO0666  HISTORY     - 1941     MONUMENTED       CGS
 FO0666
 FO0666                          STATION DESCRIPTION
 FO0666
 FO0666'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 FO0666'2.8 MI E FROM ENCINAL.
 FO0666'TO REACH FROM THE CATHOLIC CHURCH AT ENCINAL-- GO 2.8 MILES EASTERLY
 FO0666'ALONG THE ROAD TO SAN MATEO TO THE SITE OF BENCH MARK.  BENCH MARK IS
 FO0666'ABOUT 0.9 MILE WEST OF THE SUMMIT OF STEEP GRADE, ABOUT 0.3 MILE WEST
 FO0666'OF INTERSECTION OF ROAD LEADING EASTERLY AND ABOUT 450.00 FEET
 FO0666'NORTHWEST OF POINT WHERE TELEPHONE LINE CROSSES ROAD.  IT IS ABOUT
 FO0666'98.0 FEET NORTHEAST OF AND ABOUT 8.0 FEET ABOVE THE CENTERLINE OF THE
 FO0666'ROAD, SET HORIZONTALLY IN WHITE SANDSTONE LEDGE ON THE SOUTH SLOPE OF
 FO0666'HILL AND ABOUT FLUSH WITH GROUND.  IT IS 3.0 FEET NORTH OF ROCK CAIRN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0138 ***********************************************************************
 ER0138  DESIGNATION -  F 218
 ER0138  PID         -  ER0138
 ER0138  STATE/COUNTY-  NM/CIBOLA
 ER0138  USGS QUAD   -  FENCE LAKE (1972)
 ER0138
 ER0138                         *CURRENT SURVEY CONTROL
 ER0138  ___________________________________________________________________
 ER0138* NAD 83(1986)-  34 44 38.     (N)    108 42 56.     (W)     SCALED    
 ER0138* NAVD 88     -      2088.902  (meters)    6853.34   (feet)  ADJUSTED  
 ER0138  ___________________________________________________________________
 ER0138  GEOID HEIGHT-         -21.87  (meters)                     GEOID03
 ER0138  DYNAMIC HT  -        2085.776 (meters)    6843.08  (feet)  COMP
 ER0138  MODELED GRAV-     979,064.0   (mgal)                       NAVD 88
 ER0138
 ER0138  VERT ORDER  -  SECOND    CLASS 0
 ER0138
 ER0138.The horizontal coordinates were scaled from a topographic map and have
 ER0138.an estimated accuracy of +/- 6 seconds.
 ER0138
 ER0138.The orthometric height was determined by differential leveling
 ER0138.and adjusted by the National Geodetic Survey in June 1991..
 ER0138
 ER0138.The geoid height was determined by GEOID03.
 ER0138
 ER0138.The dynamic height is computed by dividing the NAVD 88
 ER0138.geopotential number by the normal gravity value computed on the
 ER0138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0138.degrees latitude (g = 980.6199 gals.).
 ER0138
 ER0138.The modeled gravity was interpolated from observed gravity values.
 ER0138
 ER0138;                    North         East    Units  Estimated Accuracy
 ER0138;SPC NM W     -   415,530.      749,220.      MT  (+/- 180 meters Scaled)
 ER0138
 ER0138                          SUPERSEDED SURVEY CONTROL
 ER0138
 ER0138  NGVD 29 (??/??/92) 2087.898  (m)         6850.05   (f) ADJ UNCH    2 0
 ER0138
 ER0138.Superseded values are not recommended for survey control.
 ER0138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0138.See file dsdata.txt to determine how the superseded data were derived.
 ER0138
 ER0138_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYD091470(NAD 83)
 ER0138_MARKER: DB = BENCH MARK DISK
 ER0138_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ER0138_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ER0138_STAMPING: F 218 1941
 ER0138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0138+STABILITY: SURFACE MOTION
 ER0138
 ER0138  HISTORY     - Date     Condition        Report By
 ER0138  HISTORY     - 1941     MONUMENTED       CGS
 ER0138  HISTORY     - 1972     GOOD             NGS
 ER0138  HISTORY     - 1972     GOOD             USGS
 ER0138
 ER0138                          STATION DESCRIPTION
 ER0138
 ER0138'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 ER0138'0.8 MI NW FROM ATARQUE.
 ER0138'TO REACH FROM THE CATHOLIC CHURCH IN ATARQUE-- GO 0.8 MILE
 ER0138'NORTHWESTERLY ALONG THE ROAD TO ZUNI TO THE SUMMIT OF FIRST HILL AND
 ER0138'SITE OF BENCH MARK.  BENCH MARK IS 46.0 FEET EAST OF THE INTERSECTION
 ER0138'OF DIVIDED ROAD AND ABOUT 1.5 FEET ABOVE THE CENTERLINE OF THE ROAD.
 ER0138'IT IS 12.0 FEET NORTH OF EDGE OF GROUP OF CEDAR TREES AND 4.5 FEET
 ER0138'EAST OF A 4X4-INCH WOODEN MARKER POST.  THE MONUMENT PROJECTS 0.7
 ER0138'FOOT.
 ER0138
 ER0138                          STATION RECOVERY (1972)
 ER0138
 ER0138'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 ER0138'RECOVERED IN GOOD CONDITION.
 ER0138
 ER0138                          STATION RECOVERY (1972)
 ER0138
 ER0138'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 ER0138'TO REACH MARK FROM THE JUNCTION OF STATE HIGHWAYS 32 AND 36 IN FENCE
 ER0138'LAKE HEAD NORTH ON HIGHWAY 32 FOR 6.5 MI. TO A T-ROAD WEST TO A HOUSE
 ER0138'AND ATARQUE. TURN LEFT, WEST, AND GO 1.6 MI. TO A Y-ROAD. CONTINUE
 ER0138'WEST ALONG MAIN ROAD 0.5 MI. TO AN ABANDONED Y-ROAD NORTHEAST OF
 ER0138'ABANDONED GENERAL STORE AND WINDMILL IN ATARQUE, BEAR RIGHT AND GO
 ER0138'0.4 MI. TO A Y-ROAD. TURN RIGHT, NORTHWEST, AND GO 0.5 MI. TO AN
 ER0138'ABANDONED ROAD FORK AND MARK 38' EAST OF ROAD FORK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0451 ***********************************************************************
 CW0451  DESIGNATION -  F 22
 CW0451  PID         -  CW0451
 CW0451  STATE/COUNTY-  NM/OTERO
 CW0451  USGS QUAD   -  ALAMOGORDO SOUTH (1981)
 CW0451
 CW0451                         *CURRENT SURVEY CONTROL
 CW0451  ___________________________________________________________________
 CW0451* NAD 83(1986)-  32 49 02.     (N)    105 58 30.     (W)     SCALED    
 CW0451* NAVD 88     -      1261.332  (meters)    4138.22   (feet)  ADJUSTED  
 CW0451  ___________________________________________________________________
 CW0451  GEOID HEIGHT-         -22.28  (meters)                     GEOID03
 CW0451  DYNAMIC HT  -        1259.459 (meters)    4132.08  (feet)  COMP
 CW0451  MODELED GRAV-     979,110.6   (mgal)                       NAVD 88
 CW0451
 CW0451  VERT ORDER  -  FIRST     CLASS II
 CW0451
 CW0451.The horizontal coordinates were scaled from a topographic map and have
 CW0451.an estimated accuracy of +/- 6 seconds.
 CW0451
 CW0451.The orthometric height was determined by differential leveling
 CW0451.and adjusted by the National Geodetic Survey in June 1991..
 CW0451
 CW0451.The geoid height was determined by GEOID03.
 CW0451
 CW0451.The dynamic height is computed by dividing the NAVD 88
 CW0451.geopotential number by the normal gravity value computed on the
 CW0451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0451.degrees latitude (g = 980.6199 gals.).
 CW0451
 CW0451.The modeled gravity was interpolated from observed gravity values.
 CW0451
 CW0451;                    North         East    Units  Estimated Accuracy
 CW0451;SPC NM C     -   201,520.      525,750.      MT  (+/- 180 meters Scaled)
 CW0451
 CW0451                          SUPERSEDED SURVEY CONTROL
 CW0451
 CW0451.No superseded survey control is available for this station.
 CW0451
 CW0451_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDS087314(NAD 83)
 CW0451_MARKER: DB = BENCH MARK DISK
 CW0451_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CW0451_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CW0451_STAMPING: 4136.284 F 22 1932
 CW0451_PROJECTION: PROJECTING 30 CENTIMETERS
 CW0451_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CW0451+STABILITY: SURFACE MOTION
 CW0451
 CW0451  HISTORY     - Date     Condition        Report By
 CW0451  HISTORY     - 1932     MONUMENTED       CGS
 CW0451  HISTORY     - 1968     GOOD             NGS
 CW0451  HISTORY     - 1980     GOOD             NGS
 CW0451
 CW0451                          STATION DESCRIPTION
 CW0451
 CW0451'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CW0451'5.8 MI S FROM ALAMOGORDO.
 CW0451'5.8 MILES SOUTH ALONG U.S. HIGHWAY 54 FROM THE SOUTHERN PACIFIC
 CW0451'RAILROAD STATION IN ALAMOGORDO, 63 FEET WEST OF THE WEST RAIL, 85 FEET
 CW0451'EAST OF THE CENTER LINE OF U.S. HIGHWAY 54, 31 FEET NORTH OF MILE POST
 CW0451'1377, 2 FEET NORTHEAST OF A METAL WITNESS SIGN, SET IN THE TOP OF A
 CW0451'CONCRETE POST WHICH PROJECTS 1.0 FOOT ABOVE THE GROUND.
 CW0451
 CW0451                          STATION RECOVERY (1980)
 CW0451
 CW0451'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CW0451'9.3 KM (5.8 MI) SOUTHERLY ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 CW0451'THE STATION IN ALAMOGORDO, 0.2 KM
 CW0451'(0.1 MI) SOUTH OF HIGHWAY MILE POST 61, 25.9 METERS (85.0 FT)
 CW0451'EAST OF THE CENTERLINE OF U.S. HIGHWAY 54, 19.2 METERS (63.0 FT) WEST
 CW0451'OF THE NEAR RAIL AND 9.4 METERS (31.0 FT) NORTH OF MILE POST 1377.
 CW0451'THE MARK IS 0.6 METERS  NE FROM A WITNESS POST.
 CW0451'THE MARK IS 0.6 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0613 ***********************************************************************
 DQ0613  DESIGNATION -  F 220
 DQ0613  PID         -  DQ0613
 DQ0613  STATE/COUNTY-  NM/CHAVES
 DQ0613  USGS QUAD   -  OASIS (1984)
 DQ0613
 DQ0613                         *CURRENT SURVEY CONTROL
 DQ0613  ___________________________________________________________________
 DQ0613* NAD 83(1986)-  33 29 48.     (N)    103 53 42.     (W)     SCALED    
 DQ0613* NAVD 88     -      1233.428  (meters)    4046.67   (feet)  ADJUSTED  
 DQ0613  ___________________________________________________________________
 DQ0613  GEOID HEIGHT-         -22.89  (meters)                     GEOID03
 DQ0613  DYNAMIC HT  -        1231.736 (meters)    4041.12  (feet)  COMP
 DQ0613  MODELED GRAV-     979,222.4   (mgal)                       NAVD 88
 DQ0613
 DQ0613  VERT ORDER  -  SECOND    CLASS 0
 DQ0613
 DQ0613.The horizontal coordinates were scaled from a topographic map and have
 DQ0613.an estimated accuracy of +/- 6 seconds.
 DQ0613
 DQ0613.The orthometric height was determined by differential leveling
 DQ0613.and adjusted by the National Geodetic Survey in June 1991..
 DQ0613
 DQ0613.The geoid height was determined by GEOID03.
 DQ0613
 DQ0613.The dynamic height is computed by dividing the NAVD 88
 DQ0613.geopotential number by the normal gravity value computed on the
 DQ0613.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0613.degrees latitude (g = 980.6199 gals.).
 DQ0613
 DQ0613.The modeled gravity was interpolated from observed gravity values.
 DQ0613
 DQ0613;                    North         East    Units  Estimated Accuracy
 DQ0613;SPC NM E     -   276,920.      205,730.      MT  (+/- 180 meters Scaled)
 DQ0613
 DQ0613                          SUPERSEDED SURVEY CONTROL
 DQ0613
 DQ0613  NGVD 29 (??/??/92) 1232.901  (m)         4044.94   (f) ADJ UNCH    2 0
 DQ0613
 DQ0613.Superseded values are not recommended for survey control.
 DQ0613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0613.See file dsdata.txt to determine how the superseded data were derived.
 DQ0613
 DQ0613_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFT026068(NAD 83)
 DQ0613_MARKER: DB = BENCH MARK DISK
 DQ0613_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0613_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DQ0613_STAMPING: F 220 1943
 DQ0613_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0613+STABILITY: SURFACE MOTION
 DQ0613
 DQ0613  HISTORY     - Date     Condition        Report By
 DQ0613  HISTORY     - 1943     MONUMENTED       CGS
 DQ0613
 DQ0613                          STATION DESCRIPTION
 DQ0613
 DQ0613'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 DQ0613'15.4 MI NW FROM CAPROCK.
 DQ0613'THIS MARK IS ABOUT 8.1 MILES WEST ALONG U.S. HIGHWAY 380 AND ABOUT 7.3
 DQ0613'MILES NORTH ALONG A DIRT ROAD FROM THE POST OFFICE AT CAPROCK, LEA
 DQ0613'COUNTY, SET AT A ROAD RUNNING WEST, 56.0 FEET SOUTH OF THE CENTER LINE
 DQ0613'OF THE ROAD RUNNING WEST, 18.5 FEET WEST OF THE CENTER LINE OF THE
 DQ0613'ROAD, PROJECTING ABOUT 4-INCHES ABOVE THE GROUND, 2.0 FEET NORTHEAST
 DQ0613'OF A WHITE REFERENCE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0132 ***********************************************************************
 CX0132  DESIGNATION -  F 221
 CX0132  PID         -  CX0132
 CX0132  STATE/COUNTY-  NM/OTERO
 CX0132  USGS QUAD   -  HOLLOMAN (1982)
 CX0132
 CX0132                         *CURRENT SURVEY CONTROL
 CX0132  ___________________________________________________________________
 CX0132* NAD 83(1986)-  32 50 33.     (N)    106 05 10.     (W)     SCALED    
 CX0132* NAVD 88     -      1240.598  (meters)    4070.20   (feet)  POSTED    
 CX0132  ___________________________________________________________________
 CX0132  GEOID HEIGHT-         -22.77  (meters)                     GEOID03
 CX0132  DYNAMIC HT  -        1238.790 (meters)    4064.26  (feet)  COMP
 CX0132  MODELED GRAV-     979,135.0   (mgal)                       NAVD 88
 CX0132
 CX0132  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 CX0132
 CX0132.The horizontal coordinates were scaled from a topographic map and have
 CX0132.an estimated accuracy of +/- 6 seconds.
 CX0132
 CX0132.The orthometric height was determined by differential leveling
 CX0132.and adjusted by the National Geodetic Survey in 1992..
 CX0132.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 CX0132.rate of 0.0 thru 1.0 mm/km.
 CX0132
 CX0132.The geoid height was determined by GEOID03.
 CX0132
 CX0132.The dynamic height is computed by dividing the NAVD 88
 CX0132.geopotential number by the normal gravity value computed on the
 CX0132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0132.degrees latitude (g = 980.6199 gals.).
 CX0132
 CX0132.The modeled gravity was interpolated from observed gravity values.
 CX0132
 CX0132;                    North         East    Units  Estimated Accuracy
 CX0132;SPC NM C     -   204,300.      515,340.      MT  (+/- 180 meters Scaled)
 CX0132
 CX0132                          SUPERSEDED SURVEY CONTROL
 CX0132
 CX0132  NGVD 29 (??/??/92) 1239.928  (m)         4068.00   (f) ADJ UNCH    2 0
 CX0132
 CX0132.Superseded values are not recommended for survey control.
 CX0132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0132.See file dsdata.txt to determine how the superseded data were derived.
 CX0132
 CX0132_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS983343(NAD 83)
 CX0132_MARKER: DB = BENCH MARK DISK
 CX0132_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CX0132_SP_SET: APRON
 CX0132_STAMPING: F 221 1945
 CX0132_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX0132
 CX0132  HISTORY     - Date     Condition        Report By
 CX0132  HISTORY     - 1945     MONUMENTED       CGS
 CX0132  HISTORY     - 1973     MARK NOT FOUND   USGS
 CX0132
 CX0132                          STATION DESCRIPTION
 CX0132
 CX0132'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 CX0132'10.3 MI SW FROM ALAMOGORDO.
 CX0132'10.3 MILES SOUTHWEST OF THE SOUTHERN PACIFIC RAILROAD STATION AT
 CX0132'ALAMOGORDO, AT THE ALAMOGORDO ARMY AIR FIELD, 0.1 MILE SOUTHEAST OF
 CX0132'THE NORTHEAST-SOUTHWEST RUNWAY, 90 FEET NORTHEAST OF THE WEATHER
 CX0132'BUREAU OFFICE, AT THE WEST NORTHWEST CORNER OF THE FIRE STATION (NO5),
 CX0132'IN THE CONCRETE APRON IN FRONT OF THE BUILDING, A STANDARD DISK,
 CX0132'STAMPED F 221 1945. NOTE-- ALAMOGORDO ARMY AIR FIELD IS NOW HOLLOMAN
 CX0132'AFB.
 CX0132
 CX0132                          STATION RECOVERY (1973)
 CX0132
 CX0132'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 CX0132'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0199 ***********************************************************************
 EQ0199  DESIGNATION -  F 222
 EQ0199  PID         -  EQ0199
 EQ0199  STATE/COUNTY-  NM/SOCORRO
 EQ0199  USGS QUAD   -  LEMITAR (1971)
 EQ0199
 EQ0199                         *CURRENT SURVEY CONTROL
 EQ0199  ___________________________________________________________________
 EQ0199* NAD 83(1986)-  34 11 48.     (N)    106 54 26.     (W)     SCALED    
 EQ0199* NAVD 88     -      1415.235  (meters)    4643.15   (feet)  ADJUSTED  
 EQ0199  ___________________________________________________________________
 EQ0199  GEOID HEIGHT-         -21.93  (meters)                     GEOID03
 EQ0199  DYNAMIC HT  -        1413.251 (meters)    4636.64  (feet)  COMP
 EQ0199  MODELED GRAV-     979,184.7   (mgal)                       NAVD 88
 EQ0199
 EQ0199  VERT ORDER  -  FIRST     CLASS II
 EQ0199
 EQ0199.The horizontal coordinates were scaled from a topographic map and have
 EQ0199.an estimated accuracy of +/- 6 seconds.
 EQ0199
 EQ0199.The orthometric height was determined by differential leveling
 EQ0199.and adjusted by the National Geodetic Survey in June 1991..
 EQ0199
 EQ0199.The geoid height was determined by GEOID03.
 EQ0199
 EQ0199.The dynamic height is computed by dividing the NAVD 88
 EQ0199.geopotential number by the normal gravity value computed on the
 EQ0199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0199.degrees latitude (g = 980.6199 gals.).
 EQ0199
 EQ0199.The modeled gravity was interpolated from observed gravity values.
 EQ0199
 EQ0199;                    North         East    Units  Estimated Accuracy
 EQ0199;SPC NM C     -   354,660.      439,430.      MT  (+/- 180 meters Scaled)
 EQ0199
 EQ0199                          SUPERSEDED SURVEY CONTROL
 EQ0199
 EQ0199  NGVD 29 (??/??/92) 1414.483  (m)         4640.68   (f) ADJ UNCH    1 2
 EQ0199
 EQ0199.Superseded values are not recommended for survey control.
 EQ0199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0199.See file dsdata.txt to determine how the superseded data were derived.
 EQ0199
 EQ0199_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT242856(NAD 83)
 EQ0199_MARKER: DB = BENCH MARK DISK
 EQ0199_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EQ0199_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EQ0199_STAMPING: F 222 1951
 EQ0199_PROJECTION: PROJECTING 10 CENTIMETERS
 EQ0199_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EQ0199+STABILITY: SURFACE MOTION
 EQ0199
 EQ0199  HISTORY     - Date     Condition        Report By
 EQ0199  HISTORY     - 1951     MONUMENTED       CGS
 EQ0199  HISTORY     - 1980     GOOD             NGS
 EQ0199
 EQ0199                          STATION DESCRIPTION
 EQ0199
 EQ0199'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 EQ0199'9.65 MI N FROM SOCORRO.
 EQ0199'9.65 MILES NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD FROM
 EQ0199'THE STATION AT SOCORRO, 5 1/2 POLES SOUTH OF MILEPOST 968, 3 RAILS
 EQ0199'NORTH OF CULVERT 968 A, 47 FEET WEST OF THE SOUTHWEST CORNER OF A
 EQ0199'WOODEN BRIDGE OVER AN IRRIGATION DITCH, 46 FEET EAST OF THE EAST RAIL,
 EQ0199'1.7 FEET WEST OF A FENCE, 2.3 FEET SOUTH OF A WITNESS POST, SET IN THE
 EQ0199'TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 EQ0199
 EQ0199                          STATION RECOVERY (1980)
 EQ0199
 EQ0199'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 EQ0199'1.8 KM (1.1 MI) EAST AND NORTH ALONG STATE HIGHWAY 408 FROM ITS
 EQ0199'JUNCTION WITH INTERSTATE HIGHWAY 25 IN LEMITAR, THENCE 4.3 KM
 EQ0199'(2.7 MI NORTH ALONG THE ATCHISON TOPEKA AND SANTA FE RAILROAD, 5-1/2
 EQ0199'POLES SOUTH OF RAILROAD MILE POST 968, 83.8 METERS (275.0 FT) WEST
 EQ0199'OF THE CENTERLINE OF THE HIGHWAY, 31.1 METERS (102.0 FT) NORTHWEST OF
 EQ0199'THE WEST END OF AN IRRIGATION DITCH FLOOD GATE, 14.0 METERS (46.0 FT)
 EQ0199'EAST OF THE NEAR RAIL, 11.7 METERS (38.5 FT) WEST OF THE CENTER OF
 EQ0199'THE IRRIGATION DITCH, AND 0.5 METER (1.7 FT) WEST OF A FENCE.
 EQ0199'THE MARK IS 0.5 METERS  S FROM A WITNESS POST.
 EQ0199'THE MARK IS 0.3 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0310 ***********************************************************************
 FO0310  DESIGNATION -  F 225
 FO0310  PID         -  FO0310
 FO0310  STATE/COUNTY-  NM/BERNALILLO
 FO0310  USGS QUAD   -  ALBUQUERQUE WEST (1990)
 FO0310
 FO0310                         *CURRENT SURVEY CONTROL
 FO0310  ___________________________________________________________________
 FO0310* NAD 83(1986)-  35 05 42.     (N)    106 44 53.     (W)     SCALED    
 FO0310* NAVD 88     -      1622.484  (meters)    5323.10   (feet)  ADJUSTED  
 FO0310  ___________________________________________________________________
 FO0310  GEOID HEIGHT-         -21.47  (meters)                     GEOID03
 FO0310  DYNAMIC HT  -        1620.241 (meters)    5315.74  (feet)  COMP
 FO0310  MODELED GRAV-     979,195.8   (mgal)                       NAVD 88
 FO0310
 FO0310  VERT ORDER  -  FIRST     CLASS II
 FO0310
 FO0310.The horizontal coordinates were scaled from a topographic map and have
 FO0310.an estimated accuracy of +/- 6 seconds.
 FO0310
 FO0310.The orthometric height was determined by differential leveling
 FO0310.and adjusted by the National Geodetic Survey in June 1991..
 FO0310
 FO0310.The geoid height was determined by GEOID03.
 FO0310
 FO0310.The dynamic height is computed by dividing the NAVD 88
 FO0310.geopotential number by the normal gravity value computed on the
 FO0310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0310.degrees latitude (g = 980.6199 gals.).
 FO0310
 FO0310.The modeled gravity was interpolated from observed gravity values.
 FO0310
 FO0310;                    North         East    Units  Estimated Accuracy
 FO0310;SPC NM C     -   454,230.      454,590.      MT  (+/- 180 meters Scaled)
 FO0310
 FO0310                          SUPERSEDED SURVEY CONTROL
 FO0310
 FO0310  NGVD 29 (??/??/92) 1621.641  (m)         5320.33   (f) ADJ UNCH    1 2
 FO0310
 FO0310.Superseded values are not recommended for survey control.
 FO0310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0310.See file dsdata.txt to determine how the superseded data were derived.
 FO0310
 FO0310_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU406849(NAD 83)
 FO0310_MARKER: DB = BENCH MARK DISK
 FO0310_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FO0310_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FO0310_STAMPING: F 225 1951
 FO0310_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO0310+STABILITY: SURFACE MOTION
 FO0310
 FO0310  HISTORY     - Date     Condition        Report By
 FO0310  HISTORY     - 1951     MONUMENTED       CGS
 FO0310
 FO0310                          STATION DESCRIPTION
 FO0310
 FO0310'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 FO0310'6.7 MI W FROM ALBUQUERQUE.
 FO0310'0.25 MILE NORTH ALONG NORTH FIFTH STREET FROM THE COUNTY COURTHOUSE AT
 FO0310'ALBUQUERQUE, THENCE 1.1 MILES WEST ALONG WEST NEW YORK AVENUE, THENCE
 FO0310'3.4 MILES SOUTHWEST ALONG U.S. HIGHWAY 66 TO THE WEST MESA MOTEL,
 FO0310'THENCE 1.95 MILES NORTHWEST ALONG A GRADED SANDY ROAD, 328 FEET
 FO0310'SOUTHWEST OF THE CENTER LINE OF THE GRADED ROAD, 30.3 FEET NORTHEAST
 FO0310'OF A POWER POLE, 9.8 FEET SOUTHEAST OF THE CENTER LINE OF A TRACK ROAD
 FO0310'WHICH RUNS ALONG A POWER LINE, 2 FEET WEST OF A WITNESS POST, SET IN
 FO0310'THE TOP OF A CONCRETE POST WHICH PROJECTS 1.6 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0272 ***********************************************************************
 FO0272  DESIGNATION -  F 227
 FO0272  PID         -  FO0272
 FO0272  STATE/COUNTY-  NM/SANDOVAL
 FO0272  USGS QUAD   -  BERNALILLO (1990)
 FO0272
 FO0272                         *CURRENT SURVEY CONTROL
 FO0272  ___________________________________________________________________
 FO0272* NAD 83(1986)-  35 17 10.     (N)    106 35 40.     (W)     SCALED    
 FO0272* NAVD 88     -      1536.628  (meters)    5041.42   (feet)  ADJUSTED  
 FO0272  ___________________________________________________________________
 FO0272  GEOID HEIGHT-         -20.94  (meters)                     GEOID03
 FO0272  DYNAMIC HT  -        1534.561 (meters)    5034.64  (feet)  COMP
 FO0272  MODELED GRAV-     979,235.7   (mgal)                       NAVD 88
 FO0272
 FO0272  VERT ORDER  -  FIRST     CLASS II
 FO0272
 FO0272.The horizontal coordinates were scaled from a topographic map and have
 FO0272.an estimated accuracy of +/- 6 seconds.
 FO0272
 FO0272.The orthometric height was determined by differential leveling
 FO0272.and adjusted by the National Geodetic Survey in June 1991..
 FO0272
 FO0272.The geoid height was determined by GEOID03.
 FO0272
 FO0272.The dynamic height is computed by dividing the NAVD 88
 FO0272.geopotential number by the normal gravity value computed on the
 FO0272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0272.degrees latitude (g = 980.6199 gals.).
 FO0272
 FO0272.The modeled gravity was interpolated from observed gravity values.
 FO0272
 FO0272;                    North         East    Units  Estimated Accuracy
 FO0272;SPC NM C     -   475,370.      468,670.      MT  (+/- 180 meters Scaled)
 FO0272
 FO0272                          SUPERSEDED SURVEY CONTROL
 FO0272
 FO0272  NGVD 29 (??/??/92) 1535.800  (m)         5038.70   (f) ADJ UNCH    1 2
 FO0272
 FO0272.Superseded values are not recommended for survey control.
 FO0272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0272.See file dsdata.txt to determine how the superseded data were derived.
 FO0272
 FO0272_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV550059(NAD 83)
 FO0272_MARKER: DB = BENCH MARK DISK
 FO0272_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 FO0272+WITH SETTING: PAVEMENT
 FO0272_STAMPING: F 227 1951
 FO0272_MARK LOGO: CGS   
 FO0272_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO0272+STABILITY: SURFACE MOTION
 FO0272
 FO0272  HISTORY     - Date     Condition        Report By
 FO0272  HISTORY     - 1951     MONUMENTED       CGS
 FO0272  HISTORY     - 1984     GOOD             NGS
 FO0272
 FO0272                          STATION DESCRIPTION
 FO0272
 FO0272'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 FO0272'6.15 MI SW FROM BERNALILLO.
 FO0272'3.45 MILES SOUTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 FO0272'FROM THE STATION AT BERNALILLO, THENCE 1.2 MILES WEST ALONG A DIRT
 FO0272'ROAD, THENCE 1.5 MILES NORTH ALONG A TRACK ROAD, 45 FEET EAST OF THE
 FO0272'EAST BANK OF THE RIO GRANDE RIVER, SET IN THE TOP OF THE CENTER OF AN
 FO0272'UNUSED CONCRETE FOOTING AT THE EAST END OF A CABLE CROSSING THE RIVER.
 FO0272
 FO0272                          STATION RECOVERY (1984)
 FO0272
 FO0272'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FO0272'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTIONS.
 FO0272'DELETE--3.45 MILES SOUTHWEST ALONG THE ATCHISON TOPEKA AND SANTA FE
 FO0272'RAILROAD FROM THE STATION IN BERNALILLO.  ADD--7.4 KM (4.6 MI)
 FO0272'SOUTHWEST ALONG THE ATCHISON TOPEKA AND SANTA FE RAILROAD FROM ITS
 FO0272'JUNCTION WITH STATE HIGHWAY 44 IN BERNALILLO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0656 ***********************************************************************
 DR0656  DESIGNATION -  F 23
 DR0656  PID         -  DR0656
 DR0656  STATE/COUNTY-  NM/OTERO
 DR0656  USGS QUAD   -  MESCALERO (1982)
 DR0656
 DR0656                         *CURRENT SURVEY CONTROL
 DR0656  ___________________________________________________________________
 DR0656* NAD 83(1986)-  33 09 25.     (N)    105 50 49.     (W)     SCALED    
 DR0656* NAVD 88     -      1804.596  (meters)    5920.58   (feet)  ADJUSTED  
 DR0656  ___________________________________________________________________
 DR0656  GEOID HEIGHT-         -20.65  (meters)                     GEOID03
 DR0656  DYNAMIC HT  -        1801.829 (meters)    5911.50  (feet)  COMP
 DR0656  MODELED GRAV-     979,039.6   (mgal)                       NAVD 88
 DR0656
 DR0656  VERT ORDER  -  FIRST     CLASS II
 DR0656
 DR0656.The horizontal coordinates were scaled from a topographic map and have
 DR0656.an estimated accuracy of +/- 6 seconds.
 DR0656
 DR0656.The orthometric height was determined by differential leveling
 DR0656.and adjusted by the National Geodetic Survey in June 1991..
 DR0656
 DR0656.The geoid height was determined by GEOID03.
 DR0656
 DR0656.The dynamic height is computed by dividing the NAVD 88
 DR0656.geopotential number by the normal gravity value computed on the
 DR0656.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0656.degrees latitude (g = 980.6199 gals.).
 DR0656
 DR0656.The modeled gravity was interpolated from observed gravity values.
 DR0656
 DR0656;                    North         East    Units  Estimated Accuracy
 DR0656;SPC NM C     -   239,230.      537,600.      MT  (+/- 180 meters Scaled)
 DR0656
 DR0656                          SUPERSEDED SURVEY CONTROL
 DR0656
 DR0656  NGVD 29 (??/??/92) 1803.852  (m)         5918.14   (f) ADJ UNCH    1 2
 DR0656
 DR0656.Superseded values are not recommended for survey control.
 DR0656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0656.See file dsdata.txt to determine how the superseded data were derived.
 DR0656
 DR0656_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDS210690(NAD 83)
 DR0656_MARKER: DB = BENCH MARK DISK
 DR0656_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR0656_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DR0656_STAMPING: 5918.138 F 23 1933
 DR0656_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR0656+STABILITY: SURFACE MOTION
 DR0656
 DR0656  HISTORY     - Date     Condition        Report By
 DR0656  HISTORY     - 1933     MONUMENTED       CGS
 DR0656  HISTORY     - 1975     GOOD             USGS
 DR0656
 DR0656                          STATION DESCRIPTION
 DR0656
 DR0656'DESCRIBED BY US GEOLOGICAL SURVEY 1975
 DR0656'10.3 MI NE FROM TULAROSA.
 DR0656'9.95 MILES NE ALONG U.S. HWY. 70 FROM THE CITY HALL IN TULAROSA OTERO
 DR0656'COUNTY.  THENCE 3.05 MILES NE ALONG A DIRT ROAD.  28 FT. W OF THE
 DR0656'CENTERLINE OF DIRT ROAD.  AND OPPOSITE A SMALL CEMETERY SURROUNDED BY
 DR0656'A PICKET FENCE.  A STANDARD DISK STAMPED 5918.138 F 23 1933 AND SET IN
 DR0656'TOP OF A CONCRETE POST PROJECTING 0.9 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0265 ***********************************************************************
 CV0265  DESIGNATION -  F 230
 CV0265  PID         -  CV0265
 CV0265  STATE/COUNTY-  NM/LEA
 CV0265  USGS QUAD   -  HUMBLE CITY (1979)
 CV0265
 CV0265                         *CURRENT SURVEY CONTROL
 CV0265  ___________________________________________________________________
 CV0265* NAD 83(1986)-  32 46 37.     (N)    103 11 50.     (W)     SCALED    
 CV0265* NAVD 88     -      1125.098  (meters)    3691.26   (feet)  ADJUSTED  
 CV0265  ___________________________________________________________________
 CV0265  GEOID HEIGHT-         -21.62  (meters)                     GEOID03
 CV0265  DYNAMIC HT  -        1123.581 (meters)    3686.28  (feet)  COMP
 CV0265  MODELED GRAV-     979,250.0   (mgal)                       NAVD 88
 CV0265
 CV0265  VERT ORDER  -  FIRST     CLASS II
 CV0265
 CV0265.The horizontal coordinates were scaled from a topographic map and have
 CV0265.an estimated accuracy of +/- 6 seconds.
 CV0265
 CV0265.The orthometric height was determined by differential leveling
 CV0265.and adjusted by the National Geodetic Survey in June 1991..
 CV0265
 CV0265.The geoid height was determined by GEOID03.
 CV0265
 CV0265.The dynamic height is computed by dividing the NAVD 88
 CV0265.geopotential number by the normal gravity value computed on the
 CV0265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0265.degrees latitude (g = 980.6199 gals.).
 CV0265
 CV0265.The modeled gravity was interpolated from observed gravity values.
 CV0265
 CV0265;                    North         East    Units  Estimated Accuracy
 CV0265;SPC NM E     -   197,590.      271,430.      MT  (+/- 180 meters Scaled)
 CV0265
 CV0265                          SUPERSEDED SURVEY CONTROL
 CV0265
 CV0265  NGVD 29 (??/??/92) 1124.738  (m)         3690.08   (f) ADJ UNCH    1 2
 CV0265
 CV0265.Superseded values are not recommended for survey control.
 CV0265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0265.See file dsdata.txt to determine how the superseded data were derived.
 CV0265
 CV0265_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFS688279(NAD 83)
 CV0265_MARKER: DB = BENCH MARK DISK
 CV0265_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0265_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CV0265_STAMPING: F 230 1945
 CV0265_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CV0265+STABILITY: SURFACE MOTION
 CV0265
 CV0265  HISTORY     - Date     Condition        Report By
 CV0265  HISTORY     - 1945     MONUMENTED       CGS
 CV0265  HISTORY     - 1949     GOOD             NGS
 CV0265
 CV0265                          STATION DESCRIPTION
 CV0265
 CV0265'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 CV0265'6.3 MI NW FROM HOBBS.
 CV0265'ABOUT 6.3 MILES NORTHWEST ALONG U.S. HIGHWAY NO. 62 FROM THE CITY HALL
 CV0265'AT HOBBS, AT THE MAIN ENTRANCE TO THE HOBBS ARMY AIR FIELD, ABOUT
 CV0265'200.0 FEET SOUTHEAST OF THE CENTER LINE OF THE ENTRANCE DRIVE, 99.7
 CV0265'FEET NORTHEAST OF THE CENTER LINE OF THE TEXAS AND PACIFIC RAILROAD
 CV0265'TRACKS, 41.2 FEET SOUTHWEST OF AND ABOUT LEVEL WITH THE CENTER LINE OF
 CV0265'THE HIGHWAY, 29.0 FEET NORTH-WEST OF A POWER POLE AND 1.0 FOOT SOUTH
 CV0265'OF A 4 X 4 MARKER POST.  AN IRON DISK STAMPED F 230 1945 SET IN THE
 CV0265'TOP OF A CONCRETE POST WHICH PROJECTS 7 INCHES ABOVE GROUND. NOTE-- 2
 CV0265'FT. SE OF WITNESS POST.
 CV0265
 CV0265                          STATION RECOVERY (1949)
 CV0265
 CV0265'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1949
 CV0265'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0266 ***********************************************************************
 CV0266  DESIGNATION -  F 230 RESET
 CV0266  PID         -  CV0266
 CV0266  STATE/COUNTY-  NM/LEA
 CV0266  USGS QUAD   -  HUMBLE CITY (1979)
 CV0266
 CV0266                         *CURRENT SURVEY CONTROL
 CV0266  ___________________________________________________________________
 CV0266* NAD 83(1986)-  32 46 37.     (N)    103 11 50.     (W)     SCALED    
 CV0266* NAVD 88     -      1124.79   (meters)    3690.2    (feet)  RESET     
 CV0266  ___________________________________________________________________
 CV0266  GEOID HEIGHT-         -21.62  (meters)                     GEOID03
 CV0266
 CV0266  VERT ORDER  -  THIRD
 CV0266
 CV0266.The horizontal coordinates were scaled from a topographic map and have
 CV0266.an estimated accuracy of +/- 6 seconds.
 CV0266
 CV0266.The orthometric height was computed from unverified reset data.
 CV0266
 CV0266.The geoid height was determined by GEOID03.
 CV0266
 CV0266;                    North         East    Units  Estimated Accuracy
 CV0266;SPC NM E     -   197,590.      271,430.      MT  (+/- 180 meters Scaled)
 CV0266
 CV0266                          SUPERSEDED SURVEY CONTROL
 CV0266
 CV0266.No superseded survey control is available for this station.
 CV0266
 CV0266_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFS688279(NAD 83)
 CV0266_MARKER: DB = BENCH MARK DISK
 CV0266_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0266_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CV0266_STAMPING: F 230 RESET 1957
 CV0266_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CV0266+STABILITY: SURFACE MOTION
 CV0266
 CV0266  HISTORY     - Date     Condition        Report By
 CV0266  HISTORY     - 1957     MONUMENTED       NMHD
 CV0266
 CV0266                          STATION DESCRIPTION
 CV0266
 CV0266'DESCRIBED BY NM HIGHWAY DEPT 1957
 CV0266'6.3 MI NW FROM HOBBS.
 CV0266'6.3 MILES NORTHWEST ALONG U.S. HIGHWAY 62 FROM THE CITY HALL AT HOBBS,
 CV0266'AT THE MAIN ENTRANCE TO HOBBS MUNICIPAL AIRPORT, ABOUT 195 FEET
 CV0266'SOUTHEAST OF THE CENTERLINE OF THE ENTRANCE DRIVE, 80 FEET NORTHEAST
 CV0266'OF THE CENTERLINE OF THE TEXAS-NEW MEXICO RAILWAY TRACK, 67 FEET
 CV0266'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, AND SET IN THE TOP OF A
 CV0266'CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0579 ***********************************************************************
 DS0579  DESIGNATION -  F 231
 DS0579  PID         -  DS0579
 DS0579  STATE/COUNTY-  NM/SOCORRO
 DS0579  USGS QUAD   -  SAN ANTONIO (1981)
 DS0579
 DS0579                         *CURRENT SURVEY CONTROL
 DS0579  ___________________________________________________________________
 DS0579* NAD 83(1986)-  33 55 30.     (N)    106 52 02.     (W)     SCALED    
 DS0579* NAVD 88     -      1389.905  (meters)    4560.05   (feet)  ADJUSTED  
 DS0579  ___________________________________________________________________
 DS0579  GEOID HEIGHT-         -22.43  (meters)                     GEOID03
 DS0579  DYNAMIC HT  -        1387.922 (meters)    4553.54  (feet)  COMP
 DS0579  MODELED GRAV-     979,161.5   (mgal)                       NAVD 88
 DS0579
 DS0579  VERT ORDER  -  FIRST     CLASS II
 DS0579
 DS0579.The horizontal coordinates were scaled from a topographic map and have
 DS0579.an estimated accuracy of +/- 6 seconds.
 DS0579
 DS0579.The orthometric height was determined by differential leveling
 DS0579.and adjusted by the National Geodetic Survey in June 1991..
 DS0579.WARNING-Repeat measurements at this control monument indicate possible
 DS0579.vertical movement.
 DS0579
 DS0579.The geoid height was determined by GEOID03.
 DS0579
 DS0579.The dynamic height is computed by dividing the NAVD 88
 DS0579.geopotential number by the normal gravity value computed on the
 DS0579.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0579.degrees latitude (g = 980.6199 gals.).
 DS0579
 DS0579.The modeled gravity was interpolated from observed gravity values.
 DS0579
 DS0579;                    North         East    Units  Estimated Accuracy
 DS0579;SPC NM C     -   324,510.      442,930.      MT  (+/- 180 meters Scaled)
 DS0579
 DS0579                          SUPERSEDED SURVEY CONTROL
 DS0579
 DS0579  NGVD 29 (??/??/92) 1389.255  (m)         4557.91   (f) ADJ UNCH    1 2
 DS0579
 DS0579.Superseded values are not recommended for survey control.
 DS0579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0579.See file dsdata.txt to determine how the superseded data were derived.
 DS0579
 DS0579_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT274554(NAD 83)
 DS0579_MARKER: DB = BENCH MARK DISK
 DS0579_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0579_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0579_STAMPING: F 231 1950
 DS0579_PROJECTION: RECESSED 30 CENTIMETERS
 DS0579_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0579+STABILITY: SURFACE MOTION
 DS0579
 DS0579  HISTORY     - Date     Condition        Report By
 DS0579  HISTORY     - 1950     MONUMENTED       CGS
 DS0579  HISTORY     - 1966     GOOD             NGS
 DS0579  HISTORY     - 1980     GOOD             NGS
 DS0579
 DS0579                          STATION DESCRIPTION
 DS0579
 DS0579'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 DS0579'0.85 MI NE FROM SAN ANTONIO.
 DS0579'ABOUT 0.35 MILE EAST ALONG U.S. HIGHWAY 380 FROM THE POST OFFICE AT
 DS0579'SAN ANTONIO, THENCE 0.5 MILE NORTH ALONG THE ATCHISON, TOPEKA AND
 DS0579'SANTA FE RAILWAY, IN S 32, T 4 S, R 1 E, 44 FEET WEST OF THE WEST RAIL
 DS0579'OF THE TRACKS, 6 FEET SOUTHWEST OF THE 3RD TELEPHONE POLE NORTH OF A
 DS0579'PRIVATE ROAD CROSSING THE TRACKS, 6 FEET SOUTHWEST OF THE 1ST
 DS0579'TELEPHONE POLE SOUTH OF MILEPOST 987, 1 FOOT EAST OF A FENCE, 1.0 FOOT
 DS0579'SOUTH OF A METAL WITNESS POST AND SET IN THE TOP OF A CONCRETE POST
 DS0579'12-INCHES BELOW THE LEVEL OF THE GROUND.
 DS0579
 DS0579                          STATION RECOVERY (1980)
 DS0579
 DS0579'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DS0579'0.2 KILOMETER (0.1 MILE) EAST ALONG U.S. HIGHWAY 380 FROM THE POST
 DS0579'OFFICE IN SAN ANTONIO, THENCE 0.5 KILOMETER (0.3 MILE) NORTH ALONG
 DS0579'STATE HIGHWAY 1, THENCE 0.3 KILOMETER (0.2 MILE) EAST ALONG A PAVED
 DS0579'ROAD TO THE CROSSING OF THE ATCHISON TOPEKA AND SANTA FE RAILROAD,
 DS0579'AT THE THIRD TELEPHONE POLE NORTH OF THE CROSSING, 13.4 METERS
 DS0579'(44.0 FEET) WEST OF THE WEST RAIL, 1.8 METERS (6.0 FEET) SOUTHWEST
 DS0579'OF THE TELEPHONE POLE, 1.8 METERS (6.0 FEET) SOUTHWEST OF THE FIRST
 DS0579'TELEPHONE POLE SOUTH OF RAILROAD MILE POST 987 AND 0.3 METER (1.0
 DS0579'FEET) EAST OF A FENCE.
 DS0579'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 DS0579'THE MARK IS 0.6 M ABOVE THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0233 ***********************************************************************
 EQ0233  DESIGNATION -  F 232
 EQ0233  PID         -  EQ0233
 EQ0233  STATE/COUNTY-  NM/SOCORRO
 EQ0233  USGS QUAD   -  SOCORRO (1979)
 EQ0233
 EQ0233                         *CURRENT SURVEY CONTROL
 EQ0233  ___________________________________________________________________
 EQ0233* NAD 83(1986)-  34 02 59.     (N)    106 54 10.     (W)     SCALED    
 EQ0233* NAVD 88     -      1425.641  (meters)    4677.29   (feet)  POSTED    
 EQ0233  ___________________________________________________________________
 EQ0233  GEOID HEIGHT-         -22.18  (meters)                     GEOID03
 EQ0233  DYNAMIC HT  -        1423.620 (meters)    4670.66  (feet)  COMP
 EQ0233  MODELED GRAV-     979,167.0   (mgal)                       NAVD 88
 EQ0233
 EQ0233  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 EQ0233
 EQ0233.The horizontal coordinates were scaled from a topographic map and have
 EQ0233.an estimated accuracy of +/- 6 seconds.
 EQ0233
 EQ0233.The orthometric height was determined by differential leveling
 EQ0233.and adjusted by the National Geodetic Survey in 1992..
 EQ0233.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 EQ0233.rate of 2.1 thru 3.0 mm/km.
 EQ0233
 EQ0233.The geoid height was determined by GEOID03.
 EQ0233
 EQ0233.The dynamic height is computed by dividing the NAVD 88
 EQ0233.geopotential number by the normal gravity value computed on the
 EQ0233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0233.degrees latitude (g = 980.6199 gals.).
 EQ0233
 EQ0233.The modeled gravity was interpolated from observed gravity values.
 EQ0233
 EQ0233;                    North         East    Units  Estimated Accuracy
 EQ0233;SPC NM C     -   338,360.      439,730.      MT  (+/- 180 meters Scaled)
 EQ0233
 EQ0233                          SUPERSEDED SURVEY CONTROL
 EQ0233
 EQ0233  NGVD 29 (??/??/92) 1424.914  (m)         4674.91   (f) ADJ UNCH    1 2
 EQ0233
 EQ0233.Superseded values are not recommended for survey control.
 EQ0233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0233.See file dsdata.txt to determine how the superseded data were derived.
 EQ0233
 EQ0233_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT243693(NAD 83)
 EQ0233_MARKER: DB = BENCH MARK DISK
 EQ0233_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EQ0233_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EQ0233_STAMPING: F 232 1950
 EQ0233_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EQ0233+STABILITY: SURFACE MOTION
 EQ0233
 EQ0233  HISTORY     - Date     Condition        Report By
 EQ0233  HISTORY     - 1950     MONUMENTED       CGS
 EQ0233  HISTORY     - 20060831 MARK NOT FOUND   GEOCAC
 EQ0233
 EQ0233                          STATION DESCRIPTION
 EQ0233
 EQ0233'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 EQ0233'1.0 MI W FROM SOCORRO.
 EQ0233'1.0 MILE WEST ALONG U.S. HIGHWAY 60 FROM THE POST OFFICE AT SOCORRO,
 EQ0233'40 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 22 FEET SOUTH OF
 EQ0233'THE CENTER LINE OF AN EAST AND WEST STREET, 11.4 FEET SOUTHWEST OF A
 EQ0233'WATER HYDRANT, 6.7 FEET SOUTHWEST OF A POWER POLE, 2.7 FEET NORTHEAST
 EQ0233'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 EQ0233'0.4 FOOT ABOVE THE GROUND.
 EQ0233
 EQ0233                          STATION RECOVERY (2006)
 EQ0233
 EQ0233'RECOVERY NOTE BY GEOCACHING 2006 (BMC)
 EQ0233'I SEARCHED ALL NEARBY ROADS AND FIRE HYDRANTS FOR THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0234 ***********************************************************************
 EQ0234  DESIGNATION -  F 232 RESET
 EQ0234  PID         -  EQ0234
 EQ0234  STATE/COUNTY-  NM/SOCORRO
 EQ0234  USGS QUAD   -  SOCORRO (1979)
 EQ0234
 EQ0234                         *CURRENT SURVEY CONTROL
 EQ0234  ___________________________________________________________________
 EQ0234* NAD 83(1986)-  34 03 00.     (N)    106 54 09.     (W)     SCALED    
 EQ0234* NAVD 88     -      1425.750  (meters)    4677.65   (feet)  ADJUSTED  
 EQ0234  ___________________________________________________________________
 EQ0234  GEOID HEIGHT-         -22.18  (meters)                     GEOID03
 EQ0234  DYNAMIC HT  -        1423.726 (meters)    4671.01  (feet)  COMP
 EQ0234  MODELED GRAV-     979,167.2   (mgal)                       NAVD 88
 EQ0234
 EQ0234  VERT ORDER  -  FIRST     CLASS I
 EQ0234
 EQ0234.The horizontal coordinates were scaled from a topographic map and have
 EQ0234.an estimated accuracy of +/- 6 seconds.
 EQ0234
 EQ0234.The orthometric height was determined by differential leveling
 EQ0234.and adjusted by the National Geodetic Survey in June 1991..
 EQ0234
 EQ0234.The geoid height was determined by GEOID03.
 EQ0234
 EQ0234.The dynamic height is computed by dividing the NAVD 88
 EQ0234.geopotential number by the normal gravity value computed on the
 EQ0234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0234.degrees latitude (g = 980.6199 gals.).
 EQ0234
 EQ0234.The modeled gravity was interpolated from observed gravity values.
 EQ0234
 EQ0234;                    North         East    Units  Estimated Accuracy
 EQ0234;SPC NM C     -   338,390.      439,760.      MT  (+/- 180 meters Scaled)
 EQ0234
 EQ0234                          SUPERSEDED SURVEY CONTROL
 EQ0234
 EQ0234  NGVD 29 (??/??/92) 1425.031  (m)         4675.29   (f) ADJ UNCH    1 1
 EQ0234
 EQ0234.Superseded values are not recommended for survey control.
 EQ0234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0234.See file dsdata.txt to determine how the superseded data were derived.
 EQ0234
 EQ0234_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT243693(NAD 83)
 EQ0234_MARKER: DB = BENCH MARK DISK
 EQ0234_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EQ0234_SP_SET: CURB
 EQ0234_STAMPING: F 232 RESET 1962
 EQ0234_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EQ0234
 EQ0234  HISTORY     - Date     Condition        Report By
 EQ0234  HISTORY     - 1962     MONUMENTED       CGS
 EQ0234  HISTORY     - 1964     GOOD             NGS
 EQ0234  HISTORY     - 1978     GOOD             NGS
 EQ0234  HISTORY     - 20060831 MARK NOT FOUND   GEOCAC
 EQ0234
 EQ0234                          STATION DESCRIPTION
 EQ0234
 EQ0234'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 EQ0234'1.0 MI W FROM SOCORRO.
 EQ0234'1.0 MILE WEST ALONG U.S. HIGHWAY 60 FROM THE POST OFFICE AT SOCORRO,
 EQ0234'40 FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 22 FEET SOUTH OF
 EQ0234'THE CENTERLINE OF AN EAST AND WEST STREET, 11.4 FEET SOUTHWEST OF A
 EQ0234'WATER HYDRANT, 6.7 FEET SOUTHWEST OF A POWER POLE, 2.7 FEET NORTHEAST
 EQ0234'OF A WITNESS POST, AND SET IN THE CONCRETE OF THE CURB AND GUTTER
 EQ0234'SECTION 50 FEET LEFT OF STATION 433+91.
 EQ0234
 EQ0234                          STATION RECOVERY (1978)
 EQ0234
 EQ0234'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EQ0234'BENCH MARK RECOVERED.  OMIT=11.4 FEET SOUTHWEST OF A FIRE HYDRANT,
 EQ0234'2.7 FEET NORTHEAST OF A WITNESS POST, AND 22 FEET SOUTH OF THE
 EQ0234'CENTERLINE OF AN EAST AND WEST ROAD.  ADD=0.2 MILE NORTHEAST OF THE
 EQ0234'JUNCTION OF THE RAILROAD AND HIGHWAY 60, 64.7 FEET SOUTHEAST OF A
 EQ0234'TRANSPOLE, NUMBER 803, AT A LINE CROSSING, 13 FEET NORTHEAST OF THE
 EQ0234'CENTERLINE OF A ROAD LEADING WEST-SOUTHWEST, AND 0.7 FOOT SOUTHWEST
 EQ0234'OF A CURB.
 EQ0234
 EQ0234                          STATION RECOVERY (2006)
 EQ0234
 EQ0234'RECOVERY NOTE BY GEOCACHING 2006 (BMC)
 EQ0234'I SEARCHED ALL NEARBY ROADS AND FIRE HYDRANTS FOR THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0815 ***********************************************************************
 DS0815  DESIGNATION -  F 233
 DS0815  PID         -  DS0815
 DS0815  STATE/COUNTY-  NM/SIERRA
 DS0815  USGS QUAD   -  ENGLE (1985)
 DS0815
 DS0815                         *CURRENT SURVEY CONTROL
 DS0815  ___________________________________________________________________
 DS0815* NAD 83(1986)-  33 12 30.     (N)    107 01 54.     (W)     SCALED    
 DS0815* NAVD 88     -      1462.616  (meters)    4798.60   (feet)  ADJUSTED  
 DS0815  ___________________________________________________________________
 DS0815  GEOID HEIGHT-         -22.89  (meters)                     GEOID03
 DS0815  DYNAMIC HT  -        1460.486 (meters)    4791.61  (feet)  COMP
 DS0815  MODELED GRAV-     979,129.7   (mgal)                       NAVD 88
 DS0815
 DS0815  VERT ORDER  -  FIRST     CLASS II
 DS0815
 DS0815.The horizontal coordinates were scaled from a topographic map and have
 DS0815.an estimated accuracy of +/- 6 seconds.
 DS0815
 DS0815.The orthometric height was determined by differential leveling
 DS0815.and adjusted by the National Geodetic Survey in June 1991..
 DS0815
 DS0815.The geoid height was determined by GEOID03.
 DS0815
 DS0815.The dynamic height is computed by dividing the NAVD 88
 DS0815.geopotential number by the normal gravity value computed on the
 DS0815.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0815.degrees latitude (g = 980.6199 gals.).
 DS0815
 DS0815.The modeled gravity was interpolated from observed gravity values.
 DS0815
 DS0815;                    North         East    Units  Estimated Accuracy
 DS0815;SPC NM W     -   245,150.      904,740.      MT  (+/- 180 meters Scaled)
 DS0815
 DS0815                          SUPERSEDED SURVEY CONTROL
 DS0815
 DS0815  NGVD 29 (??/??/92) 1461.970  (m)         4796.48   (f) ADJ UNCH    1 2
 DS0815
 DS0815.Superseded values are not recommended for survey control.
 DS0815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0815.See file dsdata.txt to determine how the superseded data were derived.
 DS0815
 DS0815_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS106762(NAD 83)
 DS0815_MARKER: DB = BENCH MARK DISK
 DS0815_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0815_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0815_STAMPING: F 233 1951
 DS0815_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0815+STABILITY: SURFACE MOTION
 DS0815
 DS0815  HISTORY     - Date     Condition        Report By
 DS0815  HISTORY     - 1951     MONUMENTED       CGS
 DS0815  HISTORY     - 1952     GOOD             NGS
 DS0815
 DS0815                          STATION DESCRIPTION
 DS0815
 DS0815'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 DS0815'2.2 MI N FROM ENGLE.
 DS0815'2.2 MILES NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD FROM
 DS0815'THE STATION AT ENGLE, 1 POLE SOUTH OF MILEPOST 1041, AT THE SOUTH END
 DS0815'OF A SMALL CUT, 49 FEET EAST OF THE EAST RAIL, 57 FEET WEST OF THE
 DS0815'CENTER LINE OF A NORTH AND SOUTH ROAD, 72 FEET NORTHEAST OF THE EAST
 DS0815'END OF A 2 X 2 FOOT BOX CULVERT UNDER THE RAILROAD, 1.3 FEET EAST OF A
 DS0815'FENCE, 2.7 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 DS0815'POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 DS0815
 DS0815                          STATION RECOVERY (1952)
 DS0815
 DS0815'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 DS0815'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0451 ***********************************************************************
 DS0451  DESIGNATION -  F 234
 DS0451  PID         -  DS0451
 DS0451  STATE/COUNTY-  NM/LINCOLN
 DS0451  USGS QUAD   -  OSCURA (1981)
 DS0451
 DS0451                         *CURRENT SURVEY CONTROL
 DS0451  ___________________________________________________________________
 DS0451* NAD 83(1986)-  33 29 01.     (N)    106 05 11.     (W)     SCALED    
 DS0451* NAVD 88     -      1479.743  (meters)    4854.79   (feet)  ADJUSTED  
 DS0451  ___________________________________________________________________
 DS0451  GEOID HEIGHT-         -21.31  (meters)                     GEOID03
 DS0451  DYNAMIC HT  -        1477.633 (meters)    4847.87  (feet)  COMP
 DS0451  MODELED GRAV-     979,158.7   (mgal)                       NAVD 88
 DS0451
 DS0451  VERT ORDER  -  SECOND    CLASS 0
 DS0451
 DS0451.The horizontal coordinates were scaled from a topographic map and have
 DS0451.an estimated accuracy of +/- 6 seconds.
 DS0451
 DS0451.The orthometric height was determined by differential leveling
 DS0451.and adjusted by the National Geodetic Survey in June 1991..
 DS0451
 DS0451.The geoid height was determined by GEOID03.
 DS0451
 DS0451.The dynamic height is computed by dividing the NAVD 88
 DS0451.geopotential number by the normal gravity value computed on the
 DS0451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0451.degrees latitude (g = 980.6199 gals.).
 DS0451
 DS0451.The modeled gravity was interpolated from observed gravity values.
 DS0451
 DS0451;                    North         East    Units  Estimated Accuracy
 DS0451;SPC NM C     -   275,400.      515,210.      MT  (+/- 180 meters Scaled)
 DS0451
 DS0451                          SUPERSEDED SURVEY CONTROL
 DS0451
 DS0451  NGVD 29 (??/??/92) 1479.101  (m)         4852.68   (f) ADJ UNCH    2 0
 DS0451
 DS0451.Superseded values are not recommended for survey control.
 DS0451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0451.See file dsdata.txt to determine how the superseded data were derived.
 DS0451
 DS0451_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT990054(NAD 83)
 DS0451_MARKER: DB = BENCH MARK DISK
 DS0451_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0451_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0451_STAMPING: F 234 1952
 DS0451_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0451+STABILITY: SURFACE MOTION
 DS0451
 DS0451  HISTORY     - Date     Condition        Report By
 DS0451  HISTORY     - 1952     MONUMENTED       CGS
 DS0451  HISTORY     - 1969     GOOD             NGS
 DS0451
 DS0451                          STATION DESCRIPTION
 DS0451
 DS0451'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 DS0451'1.9 MI W FROM OSCURO.
 DS0451'ABOUT 1.9 MILES WEST ALONG WHITE SANDS MISSILE RANGE ROUTE 12 FROM THE
 DS0451'STORE AT OSCURO, 48 FEET SOUTH OF THE CENTER LINE OF THE ROUTE, 18
 DS0451'FEET NORTH OF A DRY WASH, 2 FEET WEST OF A FENCE, 1.8 FEET SOUTH OF A
 DS0451'WOODEN WITNESS POST, ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE ROUTE,
 DS0451'AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 4 INCHES ABOVE
 DS0451'THE SURFACE OF THE GROUND.  SEC 35, T 9S, R 8E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0070 ***********************************************************************
 DS0070  DESIGNATION -  F 235
 DS0070  PID         -  DS0070
 DS0070  STATE/COUNTY-  NM/SOCORRO
 DS0070  USGS QUAD   -  MOCKINGBIRD GAP (1982)
 DS0070
 DS0070                         *CURRENT SURVEY CONTROL
 DS0070  ___________________________________________________________________
 DS0070* NAD 83(1986)-  33 34 05.     (N)    106 27 17.     (W)     SCALED    
 DS0070* NAVD 88     -      1549.435  (meters)    5083.44   (feet)  ADJUSTED  
 DS0070  ___________________________________________________________________
 DS0070  GEOID HEIGHT-         -22.00  (meters)                     GEOID03
 DS0070  DYNAMIC HT  -        1547.197 (meters)    5076.10  (feet)  COMP
 DS0070  MODELED GRAV-     979,137.7   (mgal)                       NAVD 88
 DS0070
 DS0070  VERT ORDER  -  SECOND    CLASS 0
 DS0070
 DS0070.The horizontal coordinates were scaled from a topographic map and have
 DS0070.an estimated accuracy of +/- 6 seconds.
 DS0070
 DS0070.The orthometric height was determined by differential leveling
 DS0070.and adjusted by the National Geodetic Survey in June 1991..
 DS0070
 DS0070.The geoid height was determined by GEOID03.
 DS0070
 DS0070.The dynamic height is computed by dividing the NAVD 88
 DS0070.geopotential number by the normal gravity value computed on the
 DS0070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0070.degrees latitude (g = 980.6199 gals.).
 DS0070
 DS0070.The modeled gravity was interpolated from observed gravity values.
 DS0070
 DS0070;                    North         East    Units  Estimated Accuracy
 DS0070;SPC NM C     -   284,770.      480,990.      MT  (+/- 180 meters Scaled)
 DS0070
 DS0070                          SUPERSEDED SURVEY CONTROL
 DS0070
 DS0070  NGVD 29 (??/??/92) 1548.756  (m)         5081.21   (f) ADJ UNCH    2 0
 DS0070
 DS0070.Superseded values are not recommended for survey control.
 DS0070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0070.See file dsdata.txt to determine how the superseded data were derived.
 DS0070
 DS0070_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT649152(NAD 83)
 DS0070_MARKER: DB = BENCH MARK DISK
 DS0070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0070_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0070_STAMPING: F 235 1952
 DS0070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0070+STABILITY: SURFACE MOTION
 DS0070
 DS0070  HISTORY     - Date     Condition        Report By
 DS0070  HISTORY     - 1952     MONUMENTED       CGS
 DS0070  HISTORY     - 1967     GOOD             NGS
 DS0070
 DS0070                          STATION DESCRIPTION
 DS0070
 DS0070'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DS0070'19.85 MI SE FROM STALLION RANGE CENTER.
 DS0070'ABOUT 19.85 MILES SOUTHEAST ALONG WHITE SANDS MISSILE RANGE ROUTE 7
 DS0070'FROM THE HEADQUARTERS BUILDING AT STALLION RANGE CENTER, IN S 5, T 9
 DS0070'S, R 5 E, 150 YARDS SOUTHEAST OF METAL BUILDING S 34810, 72 FEET
 DS0070'SOUTHWEST OF THE CENTER LINE OF THE ROAD, 3.0 FEET NORTHEAST OF A
 DS0070'WOODEN WITNESS POST, ABOUT 3 FEET ABOVE THE LEVEL OF THE ROAD, AND SET
 DS0070'IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0105 ***********************************************************************
 DS0105  DESIGNATION -  F 236
 DS0105  PID         -  DS0105
 DS0105  STATE/COUNTY-  NM/SOCORRO
 DS0105  USGS QUAD   -  TRINITY SITE (1981)
 DS0105
 DS0105                         *CURRENT SURVEY CONTROL
 DS0105  ___________________________________________________________________
 DS0105* NAD 83(1986)-  33 40 14.     (N)    106 29 47.     (W)     SCALED    
 DS0105* NAVD 88     -      1468.218  (meters)    4816.98   (feet)  ADJUSTED  
 DS0105  ___________________________________________________________________
 DS0105  GEOID HEIGHT-         -22.14  (meters)                     GEOID03
 DS0105  DYNAMIC HT  -        1466.094 (meters)    4810.01  (feet)  COMP
 DS0105  MODELED GRAV-     979,139.3   (mgal)                       NAVD 88
 DS0105
 DS0105  VERT ORDER  -  SECOND    CLASS 0
 DS0105
 DS0105.The horizontal coordinates were scaled from a topographic map and have
 DS0105.an estimated accuracy of +/- 6 seconds.
 DS0105
 DS0105.The orthometric height was determined by differential leveling
 DS0105.and adjusted by the National Geodetic Survey in June 1991..
 DS0105
 DS0105.The geoid height was determined by GEOID03.
 DS0105
 DS0105.The dynamic height is computed by dividing the NAVD 88
 DS0105.geopotential number by the normal gravity value computed on the
 DS0105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0105.degrees latitude (g = 980.6199 gals.).
 DS0105
 DS0105.The modeled gravity was interpolated from observed gravity values.
 DS0105
 DS0105;                    North         East    Units  Estimated Accuracy
 DS0105;SPC NM C     -   296,140.      477,150.      MT  (+/- 180 meters Scaled)
 DS0105
 DS0105                          SUPERSEDED SURVEY CONTROL
 DS0105
 DS0105  NGVD 29 (??/??/92) 1467.531  (m)         4814.72   (f) ADJ UNCH    2 0
 DS0105
 DS0105.Superseded values are not recommended for survey control.
 DS0105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0105.See file dsdata.txt to determine how the superseded data were derived.
 DS0105
 DS0105_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT612266(NAD 83)
 DS0105_MARKER: DB = BENCH MARK DISK
 DS0105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0105_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0105_STAMPING: F 236 1952
 DS0105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0105+STABILITY: SURFACE MOTION
 DS0105
 DS0105  HISTORY     - Date     Condition        Report By
 DS0105  HISTORY     - 1952     MONUMENTED       CGS
 DS0105  HISTORY     - 1975     MARK NOT FOUND   USGS
 DS0105
 DS0105                          STATION DESCRIPTION
 DS0105
 DS0105'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DS0105'52.35 MI W FROM CARRIZOZO.
 DS0105'14.8 MILES SOUTH ALONG U.S. HIGHWAY 54 FROM THE POST OFFICE AT
 DS0105'CARRIZOZO, THENCE 34.7 MILES WEST ALONG THE MOCKING BIRD GAP ROAD,
 DS0105'THENCE 2.85 MILES NORTHEAST ALONG A GRAVELED AND OILED ROAD, 1.0 MILE
 DS0105'SOUTHWEST OF BENCH MARK E 236, 126 FEET NORTH OF THE CENTER OF A WIRE
 DS0105'GATE, 132 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 3 FEET
 DS0105'NORTHEAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 DS0105'PROJECTS 0.9 FOOT ABOVE THE GROUND.
 DS0105
 DS0105                          STATION RECOVERY (1975)
 DS0105
 DS0105'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 DS0105'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0431 ***********************************************************************
 DS0431  DESIGNATION -  F 238
 DS0431  PID         -  DS0431
 DS0431  STATE/COUNTY-  NM/SOCORRO
 DS0431  USGS QUAD   -  SHEEP MOUNTAIN (1981)
 DS0431
 DS0431                         *CURRENT SURVEY CONTROL
 DS0431  ___________________________________________________________________
 DS0431* NAD 83(1986)-  33 15 26.     (N)    106 25 40.     (W)     SCALED    
 DS0431* NAVD 88     -      1241.503  (meters)    4073.16   (feet)  ADJUSTED  
 DS0431  ___________________________________________________________________
 DS0431  GEOID HEIGHT-         -22.72  (meters)                     GEOID03
 DS0431  DYNAMIC HT  -        1239.725 (meters)    4067.33  (feet)  COMP
 DS0431  MODELED GRAV-     979,163.4   (mgal)                       NAVD 88
 DS0431
 DS0431  VERT ORDER  -  SECOND    CLASS 0
 DS0431
 DS0431.The horizontal coordinates were scaled from a topographic map and have
 DS0431.an estimated accuracy of +/- 6 seconds.
 DS0431
 DS0431.The orthometric height was determined by differential leveling
 DS0431.and adjusted by the National Geodetic Survey in June 1991..
 DS0431
 DS0431.The geoid height was determined by GEOID03.
 DS0431
 DS0431.The dynamic height is computed by dividing the NAVD 88
 DS0431.geopotential number by the normal gravity value computed on the
 DS0431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0431.degrees latitude (g = 980.6199 gals.).
 DS0431
 DS0431.The modeled gravity was interpolated from observed gravity values.
 DS0431
 DS0431;                    North         East    Units  Estimated Accuracy
 DS0431;SPC NM C     -   250,290.      483,440.      MT  (+/- 180 meters Scaled)
 DS0431
 DS0431                          SUPERSEDED SURVEY CONTROL
 DS0431
 DS0431  NGVD 29 (??/??/92) 1240.884  (m)         4071.13   (f) ADJ UNCH    2 0
 DS0431
 DS0431.Superseded values are not recommended for survey control.
 DS0431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0431.See file dsdata.txt to determine how the superseded data were derived.
 DS0431
 DS0431_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS670807(NAD 83)
 DS0431_MARKER: DB = BENCH MARK DISK
 DS0431_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0431_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0431_STAMPING: F 238 1952
 DS0431_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0431+STABILITY: SURFACE MOTION
 DS0431
 DS0431  HISTORY     - Date     Condition        Report By
 DS0431  HISTORY     - 1952     MONUMENTED       CGS
 DS0431
 DS0431                          STATION DESCRIPTION
 DS0431
 DS0431'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DS0431'35.6 MI NW FROM TULAROSA.
 DS0431'28.3 MILES WEST ALONG OLD STATE HIGHWAY 52 FROM THE SOUTHERN PACIFIC
 DS0431'RAILROAD STATION AT TULAROSA, THENCE 7.3 MILES NORTH ALONG A TRACK
 DS0431'ROAD, 55 FEET EAST OF THE CENTER LINE OF THE ROAD, 3 FEET WEST OF A
 DS0431'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.8
 DS0431'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0333 ***********************************************************************
 EP0333  DESIGNATION -  F 24
 EP0333  PID         -  EP0333
 EP0333  STATE/COUNTY-  NM/TORRANCE
 EP0333  USGS QUAD   -  CORONA NORTH (1995)
 EP0333
 EP0333                         *CURRENT SURVEY CONTROL
 EP0333  ___________________________________________________________________
 EP0333* NAD 83(1992)-  34 20 51.10896(N)    105 31 20.40976(W)     ADJUSTED  
 EP0333* NAVD 88     -      1962.044  (meters)    6437.14   (feet)  ADJUSTED  
 EP0333  ___________________________________________________________________
 EP0333  LAPLACE CORR-          -3.40  (seconds)                    DEFLEC99
 EP0333  GEOID HEIGHT-         -20.17  (meters)                     GEOID03
 EP0333  DYNAMIC HT  -        1959.187 (meters)    6427.77  (feet)  COMP
 EP0333  MODELED GRAV-     979,108.4   (mgal)                       NAVD 88
 EP0333
 EP0333  HORZ ORDER  -  SECOND
 EP0333  VERT ORDER  -  FIRST     CLASS II
 EP0333
 EP0333.The horizontal coordinates were established by classical geodetic methods
 EP0333.and adjusted by the National Geodetic Survey in December 1993..
 EP0333
 EP0333.The orthometric height was determined by differential leveling
 EP0333.and adjusted by the National Geodetic Survey in June 1991..
 EP0333
 EP0333.The Laplace correction was computed from DEFLEC99 derived deflections.
 EP0333
 EP0333.The geoid height was determined by GEOID03.
 EP0333
 EP0333.The dynamic height is computed by dividing the NAVD 88
 EP0333.geopotential number by the normal gravity value computed on the
 EP0333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EP0333.degrees latitude (g = 980.6199 gals.).
 EP0333
 EP0333.The modeled gravity was interpolated from observed gravity values.
 EP0333
 EP0333;                    North         East     Units Scale Factor Converg.
 EP0333;SPC NM C     -   371,439.827   566,944.039   MT  0.99995522   +0 24 38.1
 EP0333;SPC NM C     - 1,218,632.17  1,860,048.90   sFT  0.99995522   +0 24 38.1
 EP0333;UTM  13      - 3,800,814.087   451,960.481   MT  0.99962845   -0 17 41.0
 EP0333
 EP0333!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EP0333!SPC NM C     -   0.99969526  x   0.99995522  =   0.99965049
 EP0333!UTM  13      -   0.99969526  x   0.99962845  =   0.99932382
 EP0333
 EP0333                          SUPERSEDED SURVEY CONTROL
 EP0333
 EP0333  NAD 83(1986)-  34 20 51.11586(N)    105 31 20.41036(W) AD(       ) 2
 EP0333  NAD 27      -  34 20 50.86962(N)    105 31 18.43170(W) AD(       ) 2
 EP0333  NGVD 29 (??/??/92) 1961.188  (m)         6434.33   (f) ADJ UNCH    1 2
 EP0333
 EP0333.Superseded values are not recommended for survey control.
 EP0333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EP0333.See file dsdata.txt to determine how the superseded data were derived.
 EP0333
 EP0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDU5196000814(NAD 83)
 EP0333_MARKER: DB = BENCH MARK DISK
 EP0333_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EP0333_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EP0333_STAMPING: 6434.331 F 24 1933
 EP0333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EP0333+STABILITY: SURFACE MOTION
 EP0333
 EP0333  HISTORY     - Date     Condition        Report By
 EP0333  HISTORY     - 1933     MONUMENTED       CGS
 EP0333  HISTORY     - 1934     GOOD             NGS
 EP0333  HISTORY     - 1975     GOOD             NGS
 EP0333
 EP0333                          STATION DESCRIPTION
 EP0333
 EP0333'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 EP0333'0.4 MI NE FROM TORRANCE.
 EP0333'0.4 MILE NORTHEAST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 EP0333'STATION AT TORRANCE, TORRANCE COUNTY, 32 FEET NORTH OF THE SECOND POLE
 EP0333'NORTHEAST OF BLOCK SIGNAL 1499.3, 97 FEET SOUTHEAST OF THE CENTERLINE
 EP0333'OF THE TRACK, AND 3 FEET WEST OF THE RIGHT-OF-WAY FENCE CORNER. A
 EP0333'STANDARD DISK, STAMPED 6434.331 F 24 1933 AND SET IN THE TOP OF A
 EP0333'CONCRETE POST.
 EP0333
 EP0333                          STATION RECOVERY (1975)
 EP0333
 EP0333'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 EP0333'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0242 ***********************************************************************
 CX0242  DESIGNATION -  F 240
 CX0242  PID         -  CX0242
 CX0242  STATE/COUNTY-  NM/OTERO
 CX0242  USGS QUAD   -  FOSTER LAKE (1982)
 CX0242
 CX0242                         *CURRENT SURVEY CONTROL
 CX0242  ___________________________________________________________________
 CX0242* NAD 83(1986)-  32 44 14.     (N)    106 08 18.     (W)     SCALED    
 CX0242* NAVD 88     -      1219.234  (meters)    4000.10   (feet)  ADJUSTED  
 CX0242  ___________________________________________________________________
 CX0242  GEOID HEIGHT-         -23.02  (meters)                     GEOID03
 CX0242  DYNAMIC HT  -        1217.463 (meters)    3994.29  (feet)  COMP
 CX0242  MODELED GRAV-     979,144.2   (mgal)                       NAVD 88
 CX0242
 CX0242  VERT ORDER  -  FIRST     CLASS II
 CX0242
 CX0242.The horizontal coordinates were scaled from a topographic map and have
 CX0242.an estimated accuracy of +/- 6 seconds.
 CX0242
 CX0242.The orthometric height was determined by differential leveling
 CX0242.and adjusted by the National Geodetic Survey in June 1991..
 CX0242
 CX0242.The geoid height was determined by GEOID03.
 CX0242
 CX0242.The dynamic height is computed by dividing the NAVD 88
 CX0242.geopotential number by the normal gravity value computed on the
 CX0242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0242.degrees latitude (g = 980.6199 gals.).
 CX0242
 CX0242.The modeled gravity was interpolated from observed gravity values.
 CX0242
 CX0242;                    North         East    Units  Estimated Accuracy
 CX0242;SPC NM C     -   192,620.      510,470.      MT  (+/- 180 meters Scaled)
 CX0242
 CX0242                          SUPERSEDED SURVEY CONTROL
 CX0242
 CX0242  NGVD 29 (??/??/92) 1218.656  (m)         3998.21   (f) ADJ UNCH    1 2
 CX0242
 CX0242.Superseded values are not recommended for survey control.
 CX0242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0242.See file dsdata.txt to determine how the superseded data were derived.
 CX0242
 CX0242_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS933227(NAD 83)
 CX0242_MARKER: DB = BENCH MARK DISK
 CX0242_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CX0242_SP_SET: MONUMENT
 CX0242_STAMPING: F 240 1952
 CX0242_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX0242
 CX0242  HISTORY     - Date     Condition        Report By
 CX0242  HISTORY     - 1952     MONUMENTED       CGS
 CX0242  HISTORY     - 1968     GOOD             NGS
 CX0242  HISTORY     - 1986     GOOD             DMA
 CX0242
 CX0242                          STATION DESCRIPTION
 CX0242
 CX0242'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CX0242'3.2 MI SE FROM WHITE SANDS NATL MONUMENT.
 CX0242'2.4 MILES NORTHEAST ALONG U. S. HIGHWAY 70 FROM WHITE SANDS NATIONAL
 CX0242'MONUMENT HEADQUARTERS.  THENCE 4.3 MILES SOUTH ALONG A ROAD TO THE TOP
 CX0242'OF A SMALL RISE.  IT IS 49 FEET WEST OF THE CENTERLINE OF A ROAD, 3
 CX0242'FEET EAST OF A FENCE, 3 FEET NORTH OF A 4X4 WITNESS POST, 1.8 FEET
 CX0242'SOUTH OF A METAL WITNESS SIGN, SET IN THE TOP OF A CONCRETE MONUMENT,
 CX0242'1 FOOT IN DIAMETER, THAT IS FLUSH WITH THE GROUND AND IS ABOUT 1 FOOT
 CX0242'HIGHER THAN THE ROAD.
 CX0242
 CX0242                          STATION RECOVERY (1986)
 CX0242
 CX0242'RECOVERY NOTE BY DEFENSE MAP AGENCY 1986 (PET)
 CX0242'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0535 ***********************************************************************
 DS0535  DESIGNATION -  F 241
 DS0535  PID         -  DS0535
 DS0535  STATE/COUNTY-  NM/SOCORRO
 DS0535  USGS QUAD   -  STRAWBERRY PEAK (1981)
 DS0535
 DS0535                         *CURRENT SURVEY CONTROL
 DS0535  ___________________________________________________________________
 DS0535* NAD 83(1986)-  33 02 15.     (N)    106 32 05.     (W)     SCALED    
 DS0535* NAVD 88     -      1209.258  (meters)    3967.37   (feet)  ADJUSTED  
 DS0535  ___________________________________________________________________
 DS0535  GEOID HEIGHT-         -22.98  (meters)                     GEOID03
 DS0535  DYNAMIC HT  -        1207.517 (meters)    3961.66  (feet)  COMP
 DS0535  MODELED GRAV-     979,156.6   (mgal)                       NAVD 88
 DS0535
 DS0535  VERT ORDER  -  SECOND    CLASS 0
 DS0535
 DS0535.The horizontal coordinates were scaled from a topographic map and have
 DS0535.an estimated accuracy of +/- 6 seconds.
 DS0535
 DS0535.The orthometric height was determined by differential leveling
 DS0535.and adjusted by the National Geodetic Survey in June 1991..
 DS0535
 DS0535.The geoid height was determined by GEOID03.
 DS0535
 DS0535.The dynamic height is computed by dividing the NAVD 88
 DS0535.geopotential number by the normal gravity value computed on the
 DS0535.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0535.degrees latitude (g = 980.6199 gals.).
 DS0535
 DS0535.The modeled gravity was interpolated from observed gravity values.
 DS0535
 DS0535;                    North         East    Units  Estimated Accuracy
 DS0535;SPC NM C     -   225,950.      473,410.      MT  (+/- 180 meters Scaled)
 DS0535
 DS0535                          SUPERSEDED SURVEY CONTROL
 DS0535
 DS0535  NGVD 29 (??/??/92) 1208.657  (m)         3965.40   (f) ADJ UNCH    2 0
 DS0535
 DS0535.Superseded values are not recommended for survey control.
 DS0535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0535.See file dsdata.txt to determine how the superseded data were derived.
 DS0535
 DS0535_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS566564(NAD 83)
 DS0535_MARKER: DB = BENCH MARK DISK
 DS0535_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0535_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0535_STAMPING: F 241 1952
 DS0535_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0535+STABILITY: SURFACE MOTION
 DS0535
 DS0535  HISTORY     - Date     Condition        Report By
 DS0535  HISTORY     - 1952     MONUMENTED       CGS
 DS0535
 DS0535                          STATION DESCRIPTION
 DS0535
 DS0535'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DS0535'37.3 MI W FROM TULAROSA.
 DS0535'28.3 MILES WEST ALONG OLD STATE HIGHWAY 52 FROM THE SOUTHERN PACIFIC
 DS0535'RAILROAD STATION AT TULAROSA, THENCE 9.0 MILES SOUTH ALONG A TRACK
 DS0535'ROAD, 45 FEET WEST OF THE CENTER LINE OF THE ROAD, 3 FEET SOUTH OF A
 DS0535'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.9
 DS0535'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0047 ***********************************************************************
 CX0047  DESIGNATION -  F 242
 CX0047  PID         -  CX0047
 CX0047  STATE/COUNTY-  NM/DONA ANA
 CX0047  USGS QUAD   -  HEART OF THE SANDS SW (1982)
 CX0047
 CX0047                         *CURRENT SURVEY CONTROL
 CX0047  ___________________________________________________________________
 CX0047* NAD 83(1986)-  32 47 45.     (N)    106 29 16.     (W)     SCALED    
 CX0047* NAVD 88     -      1247.588  (meters)    4093.13   (feet)  ADJUSTED  
 CX0047  ___________________________________________________________________
 CX0047  GEOID HEIGHT-         -23.10  (meters)                     GEOID03
 CX0047  DYNAMIC HT  -        1245.786 (meters)    4087.22  (feet)  COMP
 CX0047  MODELED GRAV-     979,150.6   (mgal)                       NAVD 88
 CX0047
 CX0047  VERT ORDER  -  SECOND    CLASS 0
 CX0047
 CX0047.The horizontal coordinates were scaled from a topographic map and have
 CX0047.an estimated accuracy of +/- 6 seconds.
 CX0047
 CX0047.The orthometric height was determined by differential leveling
 CX0047.and adjusted by the National Geodetic Survey in June 1991..
 CX0047
 CX0047.The geoid height was determined by GEOID03.
 CX0047
 CX0047.The dynamic height is computed by dividing the NAVD 88
 CX0047.geopotential number by the normal gravity value computed on the
 CX0047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0047.degrees latitude (g = 980.6199 gals.).
 CX0047
 CX0047.The modeled gravity was interpolated from observed gravity values.
 CX0047
 CX0047;                    North         East    Units  Estimated Accuracy
 CX0047;SPC NM C     -   199,140.      477,730.      MT  (+/- 180 meters Scaled)
 CX0047
 CX0047                          SUPERSEDED SURVEY CONTROL
 CX0047
 CX0047  NGVD 29 (??/??/92) 1247.011  (m)         4091.24   (f) ADJ UNCH    2 0
 CX0047
 CX0047.Superseded values are not recommended for survey control.
 CX0047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0047.See file dsdata.txt to determine how the superseded data were derived.
 CX0047
 CX0047_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS606296(NAD 83)
 CX0047_MARKER: DB = BENCH MARK DISK
 CX0047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX0047_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CX0047_STAMPING: F 242 1952
 CX0047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX0047+STABILITY: SURFACE MOTION
 CX0047
 CX0047  HISTORY     - Date     Condition        Report By
 CX0047  HISTORY     - 1952     MONUMENTED       CGS
 CX0047  HISTORY     - 1979     GOOD             USGS
 CX0047
 CX0047                          STATION DESCRIPTION
 CX0047
 CX0047'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CX0047'54.65 MI SW FROM TULAROSA.
 CX0047'28.3 MILES WEST ALONG OLD STATE HIGHWAY 52 FROM THE SOUTHERN PACIFIC
 CX0047'RAILROAD STATION AT TULAROSA, THENCE 26.35 MILES SOUTH ALONG A TRACK
 CX0047'ROAD, 59.5 FEET NORTHEAST OF A TELEPHONE POLE, 46 FEET NORTHEAST OF
 CX0047'THE CENTER LINE OF THE ROAD, 2.6 FEET SOUTHEAST OF A WITNESS POST, SET
 CX0047'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.7 FOOT ABOVE THE
 CX0047'GROUND.
 CX0047
 CX0047                          STATION RECOVERY (1979)
 CX0047
 CX0047'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 CX0047'U.S. POST OFFICE AT TULAROSA, N.M., 29.3 MI. W. OF ALONG OLD HWY. 52
 CX0047'AND WSMR ROAD 6 TO THE INTERSECTION OF WSMR ROAD 7, THENCE 26.2 MI.
 CX0047'S. AND SE. ALONG WSMR ROAD 7, 100 FT. SW OF THE ROAD AND 2 FT. S. OF
 CX0047'A WITNESS POST, A STANDARD TABLET SET IN THE TOP OF A CONCRETE POST
 CX0047'PROJECTING 0.5 FT. ABOVE THE GROUND AND STAMPED F-242 1952.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0051 ***********************************************************************
 CX0051  DESIGNATION -  F 243
 CX0051  PID         -  CX0051
 CX0051  STATE/COUNTY-  NM/DONA ANA
 CX0051  USGS QUAD   -  LAKE LUCERO (1982)
 CX0051
 CX0051                         *CURRENT SURVEY CONTROL
 CX0051  ___________________________________________________________________
 CX0051* NAD 83(1986)-  32 44 54.     (N)    106 27 48.     (W)     SCALED    
 CX0051* NAVD 88     -      1231.678  (meters)    4040.93   (feet)  ADJUSTED  
 CX0051  ___________________________________________________________________
 CX0051  GEOID HEIGHT-         -23.17  (meters)                     GEOID03
 CX0051  DYNAMIC HT  -        1229.893 (meters)    4035.07  (feet)  COMP
 CX0051  MODELED GRAV-     979,146.3   (mgal)                       NAVD 88
 CX0051
 CX0051  VERT ORDER  -  SECOND    CLASS 0
 CX0051
 CX0051.The horizontal coordinates were scaled from a topographic map and have
 CX0051.an estimated accuracy of +/- 6 seconds.
 CX0051
 CX0051.The orthometric height was determined by differential leveling
 CX0051.and adjusted by the National Geodetic Survey in June 1991..
 CX0051
 CX0051.The geoid height was determined by GEOID03.
 CX0051
 CX0051.The dynamic height is computed by dividing the NAVD 88
 CX0051.geopotential number by the normal gravity value computed on the
 CX0051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0051.degrees latitude (g = 980.6199 gals.).
 CX0051
 CX0051.The modeled gravity was interpolated from observed gravity values.
 CX0051
 CX0051;                    North         East    Units  Estimated Accuracy
 CX0051;SPC NM C     -   193,860.      480,010.      MT  (+/- 180 meters Scaled)
 CX0051
 CX0051                          SUPERSEDED SURVEY CONTROL
 CX0051
 CX0051  NGVD 29 (??/??/92) 1231.102  (m)         4039.04   (f) ADJ UNCH    2 0
 CX0051
 CX0051.Superseded values are not recommended for survey control.
 CX0051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0051.See file dsdata.txt to determine how the superseded data were derived.
 CX0051
 CX0051_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS629243(NAD 83)
 CX0051_MARKER: DB = BENCH MARK DISK
 CX0051_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CX0051_SP_SET: MONUMENT
 CX0051_STAMPING: F 243 1952
 CX0051_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX0051
 CX0051  HISTORY     - Date     Condition        Report By
 CX0051  HISTORY     - 1952     MONUMENTED       CGS
 CX0051  HISTORY     - 1968     GOOD             NGS
 CX0051
 CX0051                          STATION DESCRIPTION
 CX0051
 CX0051'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CX0051'26.8 MI N FROM WSMR HEADQUARTERS.
 CX0051'4.2 MILES NORTH ALONG MAIN ACCESS ROAD FROM WHITE SANDS MISSILE RANGE
 CX0051'HEADQUARTERS.  THENCE 4.6 MILES NORTHEAST ALONG U.S. HIGHWAY 70.
 CX0051'THENCE 20.0 MILES WEST AND NORTH ALONG WSMR ROUTE 7 TO A JUNCTION. IT
 CX0051'IS 175 FEET SOUTHWEST OF THE CENTERLINE OF THE ROAD JUNCTION, 169 FEET
 CX0051'WEST OF THE CENTERLINE OF WSMR ROUTE 7, 65.5 FEET SOUTH OF THE
 CX0051'CENTERLINE OF A GRAVELED ROAD, 3.5 FEET SOUTHWEST OF A 4X4 WOODEN
 CX0051'WITNESS POST, SET IN THE TOP OF A CONCRETE MONUMENT, 12 INCHES IN
 CX0051'DIAMETER, THAT PROJECTS ABOUT 0.1 FOOT ABOVE THE SURFACE OF THE GROUND
 CX0051'AND IS ABOUT 1 FOOT LOWER THAN WSMR ROUTE 7.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0523 ***********************************************************************
 CX0523  DESIGNATION -  F 244
 CX0523  PID         -  CX0523
 CX0523  STATE/COUNTY-  NM/OTERO
 CX0523  USGS QUAD   -  WHITE SANDS SE (1994)
 CX0523
 CX0523                         *CURRENT SURVEY CONTROL
 CX0523  ___________________________________________________________________
 CX0523* NAD 83(1986)-  32 22 28.     (N)    106 21 29.     (W)     SCALED    
 CX0523* NAVD 88     -      1211.921  (meters)    3976.11   (feet)  POSTED    
 CX0523  ___________________________________________________________________
 CX0523  GEOID HEIGHT-         -23.75  (meters)                     GEOID03
 CX0523  DYNAMIC HT  -        1210.100 (meters)    3970.14  (feet)  COMP
 CX0523  MODELED GRAV-     979,095.5   (mgal)                       NAVD 88
 CX0523
 CX0523  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 CX0523
 CX0523.The horizontal coordinates were scaled from a topographic map and have
 CX0523.an estimated accuracy of +/- 6 seconds.
 CX0523
 CX0523.The orthometric height was determined by differential leveling
 CX0523.and adjusted by the National Geodetic Survey in 1992..
 CX0523.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 CX0523.rate of 4.1 thru 8.0 mm/km.
 CX0523
 CX0523.The geoid height was determined by GEOID03.
 CX0523
 CX0523.The dynamic height is computed by dividing the NAVD 88
 CX0523.geopotential number by the normal gravity value computed on the
 CX0523.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0523.degrees latitude (g = 980.6199 gals.).
 CX0523
 CX0523.The modeled gravity was interpolated from observed gravity values.
 CX0523
 CX0523;                    North         East    Units  Estimated Accuracy
 CX0523;SPC NM C     -   152,390.      489,830.      MT  (+/- 180 meters Scaled)
 CX0523
 CX0523                          SUPERSEDED SURVEY CONTROL
 CX0523
 CX0523  NGVD 29 (??/??/92) 1211.119  (m)         3973.48   (f) ADJ UNCH    2 0
 CX0523
 CX0523.Superseded values are not recommended for survey control.
 CX0523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0523.See file dsdata.txt to determine how the superseded data were derived.
 CX0523
 CX0523_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR722827(NAD 83)
 CX0523_MARKER: DB = BENCH MARK DISK
 CX0523_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX0523_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CX0523_STAMPING: F 244 1952
 CX0523_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX0523+STABILITY: SURFACE MOTION
 CX0523
 CX0523  HISTORY     - Date     Condition        Report By
 CX0523  HISTORY     - 1952     MONUMENTED       CGS
 CX0523
 CX0523                          STATION DESCRIPTION
 CX0523
 CX0523'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CX0523'18.85 MI W FROM OROGRANDE.
 CX0523'0.6 MILE SOUTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 CX0523'STATION AT OROGRANDE, THENCE 15.35 MILES WEST ALONG AN OILED ROAD,
 CX0523'THENCE 1.0 MILE SOUTH ALONG AN OILED ROAD, THENCE 0.9 MILE SOUTH ALONG
 CX0523'A DIRT ROAD, THENCE 1.0 MILE WEST ALONG A SANDY TRACK ROAD, 0.1 MILE
 CX0523'NORTHWEST OF A SANDY TRACK ROAD LEADING NORTHEAST, 41 FEET NORTHEAST
 CX0523'OF THE CENTER LINE OF A TRACK ROAD, 3 FEET SOUTHEAST OF A WITNESS
 CX0523'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.9 FOOT ABOVE
 CX0523'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0681 ***********************************************************************
 CX0681  DESIGNATION -  F 245
 CX0681  PID         -  CX0681
 CX0681  STATE/COUNTY-  NM/DONA ANA
 CX0681  USGS QUAD   -  SAN MIGUEL (1955)
 CX0681
 CX0681                         *CURRENT SURVEY CONTROL
 CX0681  ___________________________________________________________________
 CX0681* NAD 83(1986)-  32 11 13.     (N)    106 42 38.     (W)     SCALED    
 CX0681* NAVD 88     -      1173.977  (meters)    3851.62   (feet)  POSTED    
 CX0681  ___________________________________________________________________
 CX0681  GEOID HEIGHT-         -23.89  (meters)                     GEOID03
 CX0681  DYNAMIC HT  -        1172.250 (meters)    3845.96  (feet)  COMP
 CX0681  MODELED GRAV-     979,125.7   (mgal)                       NAVD 88
 CX0681
 CX0681  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 CX0681
 CX0681.The horizontal coordinates were scaled from a topographic map and have
 CX0681.an estimated accuracy of +/- 6 seconds.
 CX0681
 CX0681.The orthometric height was determined by differential leveling
 CX0681.and adjusted by the National Geodetic Survey in 1992..
 CX0681.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 CX0681.rate of 4.1 thru 8.0 mm/km.
 CX0681
 CX0681.The geoid height was determined by GEOID03.
 CX0681
 CX0681.The dynamic height is computed by dividing the NAVD 88
 CX0681.geopotential number by the normal gravity value computed on the
 CX0681.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0681.degrees latitude (g = 980.6199 gals.).
 CX0681
 CX0681.The modeled gravity was interpolated from observed gravity values.
 CX0681
 CX0681;                    North         East    Units  Estimated Accuracy
 CX0681;SPC NM C     -   131,690.      456,570.      MT  (+/- 180 meters Scaled)
 CX0681
 CX0681                          SUPERSEDED SURVEY CONTROL
 CX0681
 CX0681  NGVD 29 (??/??/92) 1173.453  (m)         3849.90   (f) ADJ UNCH    1 2
 CX0681
 CX0681.Superseded values are not recommended for survey control.
 CX0681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0681.See file dsdata.txt to determine how the superseded data were derived.
 CX0681
 CX0681_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR387624(NAD 83)
 CX0681_MARKER: DB = BENCH MARK DISK
 CX0681_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX0681_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CX0681_STAMPING: F 245 1952
 CX0681_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX0681+STABILITY: SURFACE MOTION
 CX0681
 CX0681  HISTORY     - Date     Condition        Report By
 CX0681  HISTORY     - 1952     MONUMENTED       CGS
 CX0681  HISTORY     - 1954     GOOD             NGS
 CX0681  HISTORY     - 1981     MARK NOT FOUND   NGS
 CX0681
 CX0681                          STATION DESCRIPTION
 CX0681
 CX0681'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CX0681'6.85 MI SE FROM MESILLA PARK.
 CX0681'6.85 MILES SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 CX0681'FROM THE STATION AT MESILLA PARK, 49 FEET SOUTHWEST OF THE CENTER LINE
 CX0681'OF U.S. HIGHWAYS 80 AND 85, 36 FEET NORTHEAST OF THE NORTHEAST RAIL,
 CX0681'6.5 FEET SOUTHEAST OF THE 1ST POLE SOUTHEAST OF MILEPOST 1122, 5.5
 CX0681'FEET SOUTHWEST OF A FENCE, 3.2 FEET NORTHWEST OF A WITNESS POST, SET
 CX0681'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE
 CX0681'GROUND.
 CX0681
 CX0681                          STATION RECOVERY (1954)
 CX0681
 CX0681'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 CX0681'RECOVERED IN GOOD CONDITION.
 CX0681
 CX0681                          STATION RECOVERY (1981)
 CX0681
 CX0681'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CX0681'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0663 ***********************************************************************
 CX0663  DESIGNATION -  F 246
 CX0663  PID         -  CX0663
 CX0663  STATE/COUNTY-  NM/DONA ANA
 CX0663  USGS QUAD   -  LAS CRUCES (1978)
 CX0663
 CX0663                         *CURRENT SURVEY CONTROL
 CX0663  ___________________________________________________________________
 CX0663* NAD 83(1986)-  32 19 01.     (N)    106 45 54.     (W)     SCALED    
 CX0663* NAVD 88     -      1214.795  (meters)    3985.54   (feet)  ADJUSTED  
 CX0663  ___________________________________________________________________
 CX0663  GEOID HEIGHT-         -23.89  (meters)                     GEOID03
 CX0663  DYNAMIC HT  -        1212.998 (meters)    3979.64  (feet)  COMP
 CX0663  MODELED GRAV-     979,118.2   (mgal)                       NAVD 88
 CX0663
 CX0663  VERT ORDER  -  FIRST     CLASS II
 CX0663
 CX0663.The horizontal coordinates were scaled from a topographic map and have
 CX0663.an estimated accuracy of +/- 6 seconds.
 CX0663
 CX0663.The orthometric height was determined by differential leveling
 CX0663.and adjusted by the National Geodetic Survey in June 1991..
 CX0663
 CX0663.The geoid height was determined by GEOID03.
 CX0663
 CX0663.The dynamic height is computed by dividing the NAVD 88
 CX0663.geopotential number by the normal gravity value computed on the
 CX0663.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0663.degrees latitude (g = 980.6199 gals.).
 CX0663
 CX0663.The modeled gravity was interpolated from observed gravity values.
 CX0663
 CX0663;                    North         East    Units  Estimated Accuracy
 CX0663;SPC NM C     -   146,130.      451,510.      MT  (+/- 180 meters Scaled)
 CX0663
 CX0663                          SUPERSEDED SURVEY CONTROL
 CX0663
 CX0663  NGVD 29 (??/??/92) 1214.243  (m)         3983.73   (f) ADJ UNCH    1 2
 CX0663
 CX0663.Superseded values are not recommended for survey control.
 CX0663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0663.See file dsdata.txt to determine how the superseded data were derived.
 CX0663
 CX0663_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR338769(NAD 83)
 CX0663_MARKER: DB = BENCH MARK DISK
 CX0663_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX0663_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CX0663_STAMPING: F 246 1952
 CX0663_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX0663+STABILITY: SURFACE MOTION
 CX0663
 CX0663  HISTORY     - Date     Condition        Report By
 CX0663  HISTORY     - 1952     MONUMENTED       CGS
 CX0663  HISTORY     - 1974     GOOD             USGS
 CX0663  HISTORY     - 1981     MARK NOT FOUND   NGS
 CX0663
 CX0663                          STATION DESCRIPTION
 CX0663
 CX0663'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 CX0663'1.6 MI NE FROM LAS CRUCES.
 CX0663'FROM THE AT AND SF STATION IN LAS CRUCES, PROCEED NORTHEAST ALONG LAS
 CX0663'CRUCES AVENUE FOR 0.9 MI, TO THE INTERSECTION WITH SOLANO BLVD.
 CX0663'THENCE, LEFT, NW ALONG SOLANO FOR 0.2 MI., TO JCT WITH HADLEY ST.
 CX0663'THENCE RIGHT 0.15 MI. TO THE CITY SERVICE CENTER BUILDING.  ABOUT 100
 CX0663'FT. S. OF THE BLDG ENTRANCE.  14.3 FT E OF THE ONLY STANDING TREE IN
 CX0663'THE AREA.  SURROUNDED BY A TRIANGULAR PIPE PROTECTER.  197 FT. WEST OF
 CX0663'THE NW CORNER OF A PAINTED HELIPORT PAD.  SET IN CONCRETE POST ABOUT
 CX0663'0.2 FT. BELOW GROUND LEVEL.
 CX0663
 CX0663                          STATION RECOVERY (1981)
 CX0663
 CX0663'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CX0663'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0785 ***********************************************************************
 CX0785  DESIGNATION -  F 247
 CX0785  PID         -  CX0785
 CX0785  STATE/COUNTY-  NM/DONA ANA
 CX0785  USGS QUAD   -  SIERRA ALTA (1978)
 CX0785
 CX0785                         *CURRENT SURVEY CONTROL
 CX0785  ___________________________________________________________________
 CX0785* NAD 83(1986)-  32 37 14.     (N)    107 00 12.     (W)     SCALED    
 CX0785* NAVD 88     -      1222.506  (meters)    4010.84   (feet)  ADJUSTED  
 CX0785  ___________________________________________________________________
 CX0785  GEOID HEIGHT-         -23.83  (meters)                     GEOID03
 CX0785  DYNAMIC HT  -        1220.707 (meters)    4004.94  (feet)  COMP
 CX0785  MODELED GRAV-     979,125.1   (mgal)                       NAVD 88
 CX0785
 CX0785  VERT ORDER  -  FIRST     CLASS II
 CX0785
 CX0785.The horizontal coordinates were scaled from a topographic map and have
 CX0785.an estimated accuracy of +/- 6 seconds.
 CX0785
 CX0785.The orthometric height was determined by differential leveling
 CX0785.and adjusted by the National Geodetic Survey in June 1991..
 CX0785
 CX0785.The geoid height was determined by GEOID03.
 CX0785
 CX0785.The dynamic height is computed by dividing the NAVD 88
 CX0785.geopotential number by the normal gravity value computed on the
 CX0785.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0785.degrees latitude (g = 980.6199 gals.).
 CX0785
 CX0785.The modeled gravity was interpolated from observed gravity values.
 CX0785
 CX0785;                    North         East    Units  Estimated Accuracy
 CX0785;SPC NM C     -   179,930.      429,310.      MT  (+/- 180 meters Scaled)
 CX0785
 CX0785                          SUPERSEDED SURVEY CONTROL
 CX0785
 CX0785  NGVD 29 (??/??/92) 1221.930  (m)         4008.95   (f) ADJ UNCH    1 2
 CX0785
 CX0785.Superseded values are not recommended for survey control.
 CX0785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0785.See file dsdata.txt to determine how the superseded data were derived.
 CX0785
 CX0785_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS120109(NAD 83)
 CX0785_MARKER: DB = BENCH MARK DISK
 CX0785_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX0785_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CX0785_STAMPING: F 247 1952
 CX0785
 CX0785  HISTORY     - Date     Condition        Report By
 CX0785  HISTORY     - UNK      MONUMENTED
 CX0785
 CX0785                          STATION DESCRIPTION
 CX0785
 CX0785'DESCRIBED UNK
 CX0785'5.5 MI SE FROM RINCON.
 CX0785'5.5 MILES SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 CX0785'FROM THE STATION AT RINCON, 153 FEET SOUTH OF MILEPOST 1085, 96 FEET
 CX0785'SOUTHWEST OF THE SOUTHWEST RAIL, 1.5 FEET NORTHEAST OF A FENCE, 2.3
 CX0785'FEET NORTHWEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 CX0785'WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0141 ***********************************************************************
 CX0141  DESIGNATION -  F 248
 CX0141  PID         -  CX0141
 CX0141  STATE/COUNTY-  NM/OTERO
 CX0141  USGS QUAD   -  HOLLOMAN (1982)
 CX0141
 CX0141                         *CURRENT SURVEY CONTROL
 CX0141  ___________________________________________________________________
 CX0141* NAD 83(1986)-  32 51 11.     (N)    106 00 48.     (W)     SCALED    
 CX0141* NAVD 88     -      1268.228  (meters)    4160.84   (feet)  ADJUSTED  
 CX0141  ___________________________________________________________________
 CX0141  GEOID HEIGHT-         -22.44  (meters)                     GEOID03
 CX0141  DYNAMIC HT  -        1266.356 (meters)    4154.70  (feet)  COMP
 CX0141  MODELED GRAV-     979,118.6   (mgal)                       NAVD 88
 CX0141
 CX0141  VERT ORDER  -  SECOND    CLASS 0
 CX0141
 CX0141.The horizontal coordinates were scaled from a topographic map and have
 CX0141.an estimated accuracy of +/- 6 seconds.
 CX0141
 CX0141.The orthometric height was determined by differential leveling
 CX0141.and adjusted by the National Geodetic Survey in June 1991..
 CX0141
 CX0141.The geoid height was determined by GEOID03.
 CX0141
 CX0141.The dynamic height is computed by dividing the NAVD 88
 CX0141.geopotential number by the normal gravity value computed on the
 CX0141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0141.degrees latitude (g = 980.6199 gals.).
 CX0141
 CX0141.The modeled gravity was interpolated from observed gravity values.
 CX0141
 CX0141;                    North         East    Units  Estimated Accuracy
 CX0141;SPC NM C     -   205,480.      522,150.      MT  (+/- 180 meters Scaled)
 CX0141
 CX0141                          SUPERSEDED SURVEY CONTROL
 CX0141
 CX0141  NGVD 29 (??/??/92) 1267.614  (m)         4158.83   (f) ADJ UNCH    2 0
 CX0141
 CX0141.Superseded values are not recommended for survey control.
 CX0141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0141.See file dsdata.txt to determine how the superseded data were derived.
 CX0141
 CX0141_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDS051354(NAD 83)
 CX0141_MARKER: DB = BENCH MARK DISK
 CX0141_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX0141_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CX0141_STAMPING: F 248 1952
 CX0141_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX0141+STABILITY: SURFACE MOTION
 CX0141
 CX0141  HISTORY     - Date     Condition        Report By
 CX0141  HISTORY     - 1952     MONUMENTED       CGS
 CX0141
 CX0141                          STATION DESCRIPTION
 CX0141
 CX0141'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CX0141'4.95 MI SW FROM ALAMOGORDO.
 CX0141'4.95 MILES SOUTHWEST ALONG U.S. HIGHWAY 70 FRFOM THE SOUTHERN PACIFIC
 CX0141'RAILROAD STATION AT ALAMOGORDO, 0.1 MILE SOUTHWEST OF A POWER LINE, 98
 CX0141'FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 70 FEET SOUTHWEST OF
 CX0141'A POWER POLE, 2.2 FEET NORTHWEST OF A FENCE, 3.2 FEET SOUTHWEST OF A
 CX0141'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.7
 CX0141'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0142 ***********************************************************************
 CX0142  DESIGNATION -  F 248 RESET
 CX0142  PID         -  CX0142
 CX0142  STATE/COUNTY-  NM/OTERO
 CX0142  USGS QUAD   -  HOLLOMAN (1982)
 CX0142
 CX0142                         *CURRENT SURVEY CONTROL
 CX0142  ___________________________________________________________________
 CX0142* NAD 83(1986)-  32 51 10.     (N)    106 00 50.     (W)     SCALED    
 CX0142* NAVD 88     -      1268.03   (+/-2cm)    4160.2    (feet)  VERTCON   
 CX0142  ___________________________________________________________________
 CX0142  GEOID HEIGHT-         -22.45  (meters)                     GEOID03
 CX0142
 CX0142  VERT ORDER  -  THIRD (See Below)
 CX0142
 CX0142.The horizontal coordinates were scaled from a topographic map and have
 CX0142.an estimated accuracy of +/- 6 seconds.
 CX0142
 CX0142.The NAVD 88 height was computed by applying the VERTCON shift value to
 CX0142.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CX0142.The vertical order pertains to the NGVD 29 superseded value.
 CX0142
 CX0142.The geoid height was determined by GEOID03.
 CX0142
 CX0142;                    North         East    Units  Estimated Accuracy
 CX0142;SPC NM C     -   205,450.      522,100.      MT  (+/- 180 meters Scaled)
 CX0142
 CX0142                          SUPERSEDED SURVEY CONTROL
 CX0142
 CX0142  NGVD 29 (??/??/??) 1267.43   (m)         4158.2    (f) RESET       3  
 CX0142
 CX0142.Superseded values are not recommended for survey control.
 CX0142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0142.See file dsdata.txt to determine how the superseded data were derived.
 CX0142
 CX0142_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDS051354(NAD 83)
 CX0142_MARKER: DB = BENCH MARK DISK
 CX0142_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX0142_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CX0142_STAMPING: F 248 RESET 1955
 CX0142_PROJECTION: PROJECTING 3 CENTIMETERS
 CX0142_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX0142+STABILITY: SURFACE MOTION
 CX0142
 CX0142  HISTORY     - Date     Condition        Report By
 CX0142  HISTORY     - 1955     MONUMENTED       MNHD
 CX0142  HISTORY     - 1980     GOOD             NGS
 CX0142
 CX0142                          STATION DESCRIPTION
 CX0142
 CX0142'DESCRIBED BY MN HIGHWAY DEPT 1955
 CX0142'5.0 MI SW FROM ALAMOGORDO.
 CX0142'100 FEET SOUTH OF THE LOCATION OF BENCH MARK F 248, DESCRIBED AS
 CX0142'FOLLOWS-- 5.0 MILES SOUTHWEST ALONG U.S. HIGHWAY 70 FROM THE SOUTHERN
 CX0142'PACIFIC CO. RAILROAD STATION AT ALAMOGORDO, OTERO COUNTY, 0.1 MILE
 CX0142'SOUTHWEST OF POWER-TRANSMISSION LINE, 98 FEET SOUTHEAST OF THE CENTER
 CX0142'LINE OF THE HIGHWAY, 70 FEET SOUTHWEST OF A POWER-TRANSMISSION LINE
 CX0142'POLE, 2.2 FEET SOUTHWEST OF A FENCE, AND 3.2 FEET SOUTHWEST OF A WHITE
 CX0142'WOODDEN WITNESS POST.  A STANDARD DISK, STAMPED F 248 RESET 1955 AND
 CX0142'SET IN THE TOP OF A CONCRETE POST.
 CX0142
 CX0142                          STATION RECOVERY (1980)
 CX0142
 CX0142'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CX0142'2.9 KM (1.8 MI) SOUTHERLY ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 CX0142'STATION IN ALAMOGORDO, THENCE 5.1 KM (3.2 MI) SOUTHWEST
 CX0142'ALONG U.S. HIGHWAYS 70 AND 82, 0.2 KM (0.1 MI) SOUTHWEST OF A
 CX0142'POWERLINE CROSSING, 30.0 METERS (98.0 FT)
 CX0142'SOUTHEAST OF THE CENTERLINE OF THE NORTH BOUND LANES OF THE HIGHWAY,
 CX0142'3.3 METERS (10.9 FT) NORTHEAST OF UTILITY POLE NUMBER 27 12 29 25,
 CX0142'0.9 METER (3.2 FT) SOUTHWEST OF A 4 BY 4 INCH WHITE WOODEN WITNESS
 CX0142'POST AND 0.3 METERS (1.0 FT) NORTHEAST OF A FENCE.
 CX0142'THE MARK IS 0.5 METERS  NE FROM A WITNESS POST.
 CX0142'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0542 ***********************************************************************
 DR0542  DESIGNATION -  F 25
 DR0542  PID         -  DR0542
 DR0542  STATE/COUNTY-  NM/LINCOLN
 DR0542  USGS QUAD   -  SUNSET (1988)
 DR0542
 DR0542                         *CURRENT SURVEY CONTROL
 DR0542  ___________________________________________________________________
 DR0542* NAD 83(1986)-  33 20 08.     (N)    105 06 42.     (W)     SCALED    
 DR0542* NAVD 88     -      1487.876  (meters)    4881.47   (feet)  ADJUSTED  
 DR0542  ___________________________________________________________________
 DR0542  GEOID HEIGHT-         -21.54  (meters)                     GEOID03
 DR0542  DYNAMIC HT  -        1485.695 (meters)    4874.32  (feet)  COMP
 DR0542  MODELED GRAV-     979,119.3   (mgal)                       NAVD 88
 DR0542
 DR0542  VERT ORDER  -  FIRST     CLASS II
 DR0542
 DR0542.The horizontal coordinates were scaled from a topographic map and have
 DR0542.an estimated accuracy of +/- 6 seconds.
 DR0542
 DR0542.The orthometric height was determined by differential leveling
 DR0542.and adjusted by the National Geodetic Survey in June 1991..
 DR0542
 DR0542.The geoid height was determined by GEOID03.
 DR0542
 DR0542.The dynamic height is computed by dividing the NAVD 88
 DR0542.geopotential number by the normal gravity value computed on the
 DR0542.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0542.degrees latitude (g = 980.6199 gals.).
 DR0542
 DR0542.The modeled gravity was interpolated from observed gravity values.
 DR0542
 DR0542;                    North         East    Units  Estimated Accuracy
 DR0542;SPC NM C     -   259,540.      605,970.      MT  (+/- 180 meters Scaled)
 DR0542
 DR0542                          SUPERSEDED SURVEY CONTROL
 DR0542
 DR0542  NGVD 29 (??/??/92) 1487.210  (m)         4879.29   (f) ADJ UNCH    1 2
 DR0542
 DR0542.Superseded values are not recommended for survey control.
 DR0542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0542.See file dsdata.txt to determine how the superseded data were derived.
 DR0542
 DR0542_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDS896884(NAD 83)
 DR0542_MARKER: DB = BENCH MARK DISK
 DR0542_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DR0542_SP_SET: ABUTMENT
 DR0542_STAMPING: 4879.288 F 25 1933
 DR0542_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR0542
 DR0542  HISTORY     - Date     Condition        Report By
 DR0542  HISTORY     - 1933     MONUMENTED       CGS
 DR0542  HISTORY     - 1934     GOOD             NGS
 DR0542  HISTORY     - 1960     MARK NOT FOUND   USGS
 DR0542
 DR0542                          STATION DESCRIPTION
 DR0542
 DR0542'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DR0542'10.9 MI E FROM HONDO.
 DR0542'10.9 MILES EAST ALONG U.S. HIGHWAY 70 FROM THE GENERAL STORE AT HONDO,
 DR0542'LINCOLN COUNTY, 2.1 MILES EAST OF PICACHO TRADING POST, ABOUT 150
 DR0542'YARDS EAST OF THREE LARGE COTTONWOOD TREES, AT A 20-FOOT BRIDGE WITH
 DR0542'WOODEN HANDRAILS, AND IN THE TOP OF THE SOUTH END OF THE EAST CONCRETE
 DR0542'ABUTMENT.  A STANDARD DISK, STAMPED 4879.288 F 25 1933.
 DR0542
 DR0542                          STATION RECOVERY (1960)
 DR0542
 DR0542'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 DR0542'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1036 ***********************************************************************
 CX1036  DESIGNATION -  F 250
 CX1036  PID         -  CX1036
 CX1036  STATE/COUNTY-  NM/LUNA
 CX1036  USGS QUAD   -  DEMING WEST (1972)
 CX1036
 CX1036                         *CURRENT SURVEY CONTROL
 CX1036  ___________________________________________________________________
 CX1036* NAD 83(1986)-  32 20 46.     (N)    107 51 10.     (W)     SCALED    
 CX1036* NAVD 88     -      1372.818  (meters)    4503.99   (feet)  ADJUSTED  
 CX1036  ___________________________________________________________________
 CX1036  GEOID HEIGHT-         -24.47  (meters)                     GEOID03
 CX1036  DYNAMIC HT  -        1370.731 (meters)    4497.14  (feet)  COMP
 CX1036  MODELED GRAV-     979,071.4   (mgal)                       NAVD 88
 CX1036
 CX1036  VERT ORDER  -  FIRST     CLASS II
 CX1036
 CX1036.The horizontal coordinates were scaled from a topographic map and have
 CX1036.an estimated accuracy of +/- 6 seconds.
 CX1036
 CX1036.The orthometric height was determined by differential leveling
 CX1036.and adjusted by the National Geodetic Survey in June 1991..
 CX1036
 CX1036.The geoid height was determined by GEOID03.
 CX1036
 CX1036.The dynamic height is computed by dividing the NAVD 88
 CX1036.geopotential number by the normal gravity value computed on the
 CX1036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX1036.degrees latitude (g = 980.6199 gals.).
 CX1036
 CX1036.The modeled gravity was interpolated from observed gravity values.
 CX1036
 CX1036;                    North         East    Units  Estimated Accuracy
 CX1036;SPC NM W     -   149,250.      828,170.      MT  (+/- 180 meters Scaled)
 CX1036
 CX1036                          SUPERSEDED SURVEY CONTROL
 CX1036
 CX1036  NGVD 29 (??/??/92) 1372.090  (m)         4501.60   (f) ADJ UNCH    1 2
 CX1036
 CX1036.Superseded values are not recommended for survey control.
 CX1036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1036.See file dsdata.txt to determine how the superseded data were derived.
 CX1036
 CX1036_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBR315823(NAD 83)
 CX1036_MARKER: DB = BENCH MARK DISK
 CX1036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX1036_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CX1036_STAMPING: F 250 1952
 CX1036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX1036+STABILITY: SURFACE MOTION
 CX1036
 CX1036  HISTORY     - Date     Condition        Report By
 CX1036  HISTORY     - 1952     MONUMENTED       CGS
 CX1036
 CX1036                          STATION DESCRIPTION
 CX1036
 CX1036'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CX1036'8.1 MI NW FROM DEMING.
 CX1036'8.1 MILES NORTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 CX1036'FROM THE STATION AT DEMING, 90 FEET NORTHEAST OF THE NORTHEAST RAIL,
 CX1036'46 FEET NORTHEAST OF THE 5TH POLE NORTHWEST OF MILEPOST 7, 8 FEET
 CX1036'SOUTHWEST OF A FENCE, 3 FEET SOUTHEAST OF A WITNESS POST, SET IN THE
 CX1036'TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0027 ***********************************************************************
 CY0027  DESIGNATION -  F 251
 CY0027  PID         -  CY0027
 CY0027  STATE/COUNTY-  NM/GRANT
 CY0027  USGS QUAD   -  HURLEY WEST (1992)
 CY0027
 CY0027                         *CURRENT SURVEY CONTROL
 CY0027  ___________________________________________________________________
 CY0027* NAD 83(1986)-  32 42 04.     (N)    108 14 09.     (W)     SCALED    
 CY0027* NAVD 88     -      1693.942  (meters)    5557.54   (feet)  ADJUSTED  
 CY0027  ___________________________________________________________________
 CY0027  GEOID HEIGHT-         -23.99  (meters)                     GEOID03
 CY0027  DYNAMIC HT  -        1691.269 (meters)    5548.77  (feet)  COMP
 CY0027  MODELED GRAV-     979,001.1   (mgal)                       NAVD 88
 CY0027
 CY0027  VERT ORDER  -  FIRST     CLASS II
 CY0027
 CY0027.The horizontal coordinates were scaled from a topographic map and have
 CY0027.an estimated accuracy of +/- 6 seconds.
 CY0027
 CY0027.The orthometric height was determined by differential leveling
 CY0027.and adjusted by the National Geodetic Survey in June 1991..
 CY0027
 CY0027.The geoid height was determined by GEOID03.
 CY0027
 CY0027.The dynamic height is computed by dividing the NAVD 88
 CY0027.geopotential number by the normal gravity value computed on the
 CY0027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0027.degrees latitude (g = 980.6199 gals.).
 CY0027
 CY0027.The modeled gravity was interpolated from observed gravity values.
 CY0027
 CY0027;                    North         East    Units  Estimated Accuracy
 CY0027;SPC NM W     -   188,680.      792,260.      MT  (+/- 180 meters Scaled)
 CY0027
 CY0027                          SUPERSEDED SURVEY CONTROL
 CY0027
 CY0027  NGVD 29 (??/??/92) 1693.044  (m)         5554.60   (f) ADJ UNCH    1 2
 CY0027
 CY0027.Superseded values are not recommended for survey control.
 CY0027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0027.See file dsdata.txt to determine how the superseded data were derived.
 CY0027
 CY0027_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYB591215(NAD 83)
 CY0027_MARKER: DB = BENCH MARK DISK
 CY0027_SETTING: 80 = SET IN A BOULDER
 CY0027_SP_SET: BOULDER
 CY0027_STAMPING: F 251 1952
 CY0027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0027+STABILITY: SURFACE MOTION
 CY0027
 CY0027  HISTORY     - Date     Condition        Report By
 CY0027  HISTORY     - 1952     MONUMENTED       CGS
 CY0027
 CY0027                          STATION DESCRIPTION
 CY0027
 CY0027'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CY0027'5.6 MI SE FROM SILVER CITY.
 CY0027'5.6 MILES SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 CY0027'FROM THE STATION AT SILVER CITY, 112 FEET SOUTH OF MILEPOST 41, 48
 CY0027'FEET SOUTHWEST OF THE SOUTHWEST RAIL, 50 FEET NORTHEAST OF A FENCE, 1
 CY0027'FOOT WEST OF A WITNESS POST, 1.5 FEET ABOVE THE GROUND, SET IN THE TOP
 CY0027'OF A LARGE GRANITE BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1113 ***********************************************************************
 CX1113  DESIGNATION -  F 252
 CX1113  PID         -  CX1113
 CX1113  STATE/COUNTY-  NM/LUNA
 CX1113  USGS QUAD   -  BOWLIN RANCH (1965)
 CX1113
 CX1113                         *CURRENT SURVEY CONTROL
 CX1113  ___________________________________________________________________
 CX1113* NAD 83(1986)-  32 13 34.     (N)    107 45 35.     (W)     SCALED    
 CX1113* NAVD 88     -      1314.207  (meters)    4311.69   (feet)  ADJUSTED  
 CX1113  ___________________________________________________________________
 CX1113  GEOID HEIGHT-         -24.61  (meters)                     GEOID03
 CX1113  DYNAMIC HT  -        1312.222 (meters)    4305.18  (feet)  COMP
 CX1113  MODELED GRAV-     979,082.8   (mgal)                       NAVD 88
 CX1113
 CX1113  VERT ORDER  -  SECOND    CLASS 0
 CX1113
 CX1113.This mark is at Deming Airport (DMN)
 CX1113
 CX1113.The horizontal coordinates were scaled from a topographic map and have
 CX1113.an estimated accuracy of +/- 6 seconds.
 CX1113
 CX1113.The orthometric height was determined by differential leveling
 CX1113.and adjusted by the National Geodetic Survey in June 1991..
 CX1113
 CX1113.The geoid height was determined by GEOID03.
 CX1113
 CX1113.The dynamic height is computed by dividing the NAVD 88
 CX1113.geopotential number by the normal gravity value computed on the
 CX1113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX1113.degrees latitude (g = 980.6199 gals.).
 CX1113
 CX1113.The modeled gravity was interpolated from observed gravity values.
 CX1113
 CX1113;                    North         East    Units  Estimated Accuracy
 CX1113;SPC NM W     -   135,940.      836,940.      MT  (+/- 180 meters Scaled)
 CX1113
 CX1113                          SUPERSEDED SURVEY CONTROL
 CX1113
 CX1113  NGVD 29 (??/??/92) 1313.524  (m)         4309.45   (f) ADJ UNCH    2 0
 CX1113
 CX1113.Superseded values are not recommended for survey control.
 CX1113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1113.See file dsdata.txt to determine how the superseded data were derived.
 CX1113
 CX1113_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBR399688(NAD 83)
 CX1113_MARKER: DB = BENCH MARK DISK
 CX1113_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX1113_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CX1113_STAMPING: F 252 1952
 CX1113_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX1113+STABILITY: SURFACE MOTION
 CX1113
 CX1113  HISTORY     - Date     Condition        Report By
 CX1113  HISTORY     - 1952     MONUMENTED       CGS
 CX1113
 CX1113                          STATION DESCRIPTION
 CX1113
 CX1113'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CX1113'3.5 MI S FROM DEMING.
 CX1113'3.0 MILES SOUTH ALONG STATE HIGHWAY 11 FROM ITS JUNCTION WITH U.S.
 CX1113'HIGHWAYS 70 AND 80 AT DEMING, THENCE 0.5 MILE WEST ALONG A DIRT ROAD,
 CX1113'AT THE WEST END OF THE CENTER LINE OF THE RUNWAY AT THE COOPER
 CX1113'AIRPORT, 2 FEET EAST OF A NORTH AND SOUTH FENCE, 2.5 FEET SOUTH OF A
 CX1113'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4
 CX1113'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1059 ***********************************************************************
 CX1059  DESIGNATION -  F 253
 CX1059  PID         -  CX1059
 CX1059  STATE/COUNTY-  NM/LUNA
 CX1059  USGS QUAD   -  WILLIAMS RANCH (1972)
 CX1059
 CX1059                         *CURRENT SURVEY CONTROL
 CX1059  ___________________________________________________________________
 CX1059* NAD 83(1986)-  32 15 12.     (N)    107 54 09.     (W)     SCALED    
 CX1059* NAVD 88     -      1348.839  (meters)    4425.32   (feet)  ADJUSTED  
 CX1059  ___________________________________________________________________
 CX1059  GEOID HEIGHT-         -24.59  (meters)                     GEOID03
 CX1059  DYNAMIC HT  -        1346.806 (meters)    4418.65  (feet)  COMP
 CX1059  MODELED GRAV-     979,084.7   (mgal)                       NAVD 88
 CX1059
 CX1059  VERT ORDER  -  FIRST     CLASS II
 CX1059
 CX1059.The horizontal coordinates were scaled from a topographic map and have
 CX1059.an estimated accuracy of +/- 6 seconds.
 CX1059
 CX1059.The orthometric height was determined by differential leveling
 CX1059.and adjusted by the National Geodetic Survey in June 1991..
 CX1059
 CX1059.The geoid height was determined by GEOID03.
 CX1059
 CX1059.The dynamic height is computed by dividing the NAVD 88
 CX1059.geopotential number by the normal gravity value computed on the
 CX1059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX1059.degrees latitude (g = 980.6199 gals.).
 CX1059
 CX1059.The modeled gravity was interpolated from observed gravity values.
 CX1059
 CX1059;                    North         East    Units  Estimated Accuracy
 CX1059;SPC NM W     -   138,960.      823,480.      MT  (+/- 180 meters Scaled)
 CX1059
 CX1059                          SUPERSEDED SURVEY CONTROL
 CX1059
 CX1059  NGVD 29 (??/??/92) 1348.146  (m)         4423.04   (f) ADJ UNCH    1 2
 CX1059
 CX1059.Superseded values are not recommended for survey control.
 CX1059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1059.See file dsdata.txt to determine how the superseded data were derived.
 CX1059
 CX1059_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBR265722(NAD 83)
 CX1059_MARKER: DB = BENCH MARK DISK
 CX1059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX1059_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CX1059_STAMPING: F 253 1952
 CX1059_PROJECTION: PROJECTING 7 CENTIMETERS
 CX1059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX1059+STABILITY: SURFACE MOTION
 CX1059_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CX1059+SATELLITE: SATELLITE OBSERVATIONS - December 23, 2004
 CX1059
 CX1059  HISTORY     - Date     Condition        Report By
 CX1059  HISTORY     - 1952     MONUMENTED       CGS
 CX1059  HISTORY     - 1980     GOOD             NGS
 CX1059  HISTORY     - 20041223 GOOD             NGS
 CX1059
 CX1059                          STATION DESCRIPTION
 CX1059
 CX1059'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CX1059'8.6 MI W FROM DEMING.
 CX1059'8.6 MILES WEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATION AT
 CX1059'DEMING, 13 POLES EAST OF MILEPOST 1199, AT THE SOUTH END OF TUNIS
 CX1059'SIDING, 94 FEET SOUTH OF A PHONE BOOTH, 97 FEET NORTH OF THE CENTER
 CX1059'LINE OF U.S. HIGHWAYS 70 AND 80, 75 FEET SOUTH OF THE SOUTH RAIL OF
 CX1059'THE MAIN TRACK, 15 FEET SOUTH OF A TELEGRAPH POLE, 69 FEET NORTHWEST
 CX1059'OF A POWER POLE, 2.5 FEET EAST OF A WITNESS POST, SET IN THE TOP OF A
 CX1059'CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 CX1059
 CX1059                          STATION RECOVERY (1980)
 CX1059
 CX1059'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CX1059'13.8 KILOMETERS (8.6 MILES) WEST ALONG THE SOUTHERN PACIFIC RAILROAD
 CX1059'FROM ITS STATION IN DEMING, 0.3 KILOMETER (0.2 MILE) WEST OF
 CX1059'INTERSTATE HIGHWAY 10 MILE POST 74, 0.2 KILOMETER (0.1 MILE) EAST OF
 CX1059'A POWER LINE CROSSING THE HIGHWAY, 22.8 METERS (75 FEET) SOUTH OF THE
 CX1059'SOUTH RAIL, 21.3 METERS (70 FEET) NORTHWEST OF THE FIRST POWER POLE
 CX1059'(A3-70) EAST OF THE LINE CROSSING, 14.6 METERS (48 FEET) NORTH OF THE
 CX1059'CENTERLINE OF THE FRONTAGE ROAD AND 4.8 METERS (15.8 FEET) SOUTH OF
 CX1059'THE FOURTH TELEGRAPH POLE WEST OF A NORTH-SOUTH IRRIGATION CANAL.
 CX1059'THE MARK IS 0.8 METERS  E FROM A WITNESS POST.
 CX1059'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 CX1059
 CX1059                          STATION RECOVERY (2004)
 CX1059
 CX1059'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004
 CX1059'SOUTHERN PACIFIC RR IS NOW UNION PACIFIC RR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0097 ***********************************************************************
 DR0097  DESIGNATION -  F 254
 DR0097  PID         -  DR0097
 DR0097  STATE/COUNTY-  NM/CHAVES
 DR0097  USGS QUAD   -  SOUTH SPRING (1975)
 DR0097
 DR0097                         *CURRENT SURVEY CONTROL
 DR0097  ___________________________________________________________________
 DR0097* NAD 83(1986)-  33 17 54.     (N)    104 26 44.     (W)     SCALED    
 DR0097* NAVD 88     -      1085.726  (meters)    3562.09   (feet)  ADJUSTED  
 DR0097  ___________________________________________________________________
 DR0097  GEOID HEIGHT-         -23.22  (meters)                     GEOID03
 DR0097  DYNAMIC HT  -        1084.241 (meters)    3557.21  (feet)  COMP
 DR0097  MODELED GRAV-     979,231.9   (mgal)                       NAVD 88
 DR0097
 DR0097  VERT ORDER  -  FIRST     CLASS II
 DR0097
 DR0097.The horizontal coordinates were scaled from a topographic map and have
 DR0097.an estimated accuracy of +/- 6 seconds.
 DR0097
 DR0097.The orthometric height was determined by differential leveling
 DR0097.and adjusted by the National Geodetic Survey in June 1991..
 DR0097
 DR0097.The geoid height was determined by GEOID03.
 DR0097
 DR0097.The dynamic height is computed by dividing the NAVD 88
 DR0097.geopotential number by the normal gravity value computed on the
 DR0097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0097.degrees latitude (g = 980.6199 gals.).
 DR0097
 DR0097.The modeled gravity was interpolated from observed gravity values.
 DR0097
 DR0097;                    North         East    Units  Estimated Accuracy
 DR0097;SPC NM E     -   254,840.      154,550.      MT  (+/- 180 meters Scaled)
 DR0097
 DR0097                          SUPERSEDED SURVEY CONTROL
 DR0097
 DR0097.No superseded survey control is available for this station.
 DR0097
 DR0097_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES516844(NAD 83)
 DR0097_MARKER: DB = BENCH MARK DISK
 DR0097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR0097_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DR0097_STAMPING: F 254 1957
 DR0097_MARK LOGO: CGS   
 DR0097_PROJECTION: PROJECTING 10 CENTIMETERS
 DR0097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR0097+STABILITY: SURFACE MOTION
 DR0097
 DR0097  HISTORY     - Date     Condition        Report By
 DR0097  HISTORY     - 1957     MONUMENTED       CGS
 DR0097  HISTORY     - 1982     GOOD             NGS
 DR0097
 DR0097                          STATION DESCRIPTION
 DR0097
 DR0097'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 DR0097'8.3 MI NW FROM DEXTER.
 DR0097'ABOUT 8.3 MILES NORTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 DR0097'RAILWAY FROM THE STATION AT DEXTER, ABOUT 8.2 MILES SOUTHEAST OF THE
 DR0097'STATION AT ROSWELL, 160 FEET EAST OF AND ACROSS THE TRACK FROM
 DR0097'MILEPOST 116, 99 FEET NORTHEAST OF THE NORTHEAST RAIL, 78 1/2 FEET
 DR0097'WEST OF THE NORTHWEST CORNER OF A SMALL WHITE STUCCO HOUSE, 8 FEET
 DR0097'NORTHWEST OF A TELEPHONE POLE, 1 FOOT NORTHEAST OF A FENCE, 1 1/2 FEET
 DR0097'SOUTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL
 DR0097'OF THE TRACK, AND IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 DR0097
 DR0097                          STATION RECOVERY (1982)
 DR0097
 DR0097'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 DR0097'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  13.2 KM (8.2
 DR0097'MI) SOUTHERLY ALONG THE SANTA FE RAILROAD FROM THE RAILROAD STATION IN
 DR0097'ROSWELL, 48.8 METERS (160.1 FT) EAST OF MILEPOST 116, 30.2 METERS
 DR0097'(99.1 FT) NORTHEAST OF THE NEAR RAIL, 23.9 METERS (78.4 FT) WEST OF
 DR0097'THE NORTHWEST CORNER OF A SMALL WHITE STUCCO HOUSE AND 2.4 METERS (7.9
 DR0097'FT) NORTHWEST OF UTILITY POLE NUMBER 3.
 DR0097'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 DR0097'THE MARK IS 0.6 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0010 ***********************************************************************
 CW0010  DESIGNATION -  F 255
 CW0010  PID         -  CW0010
 CW0010  STATE/COUNTY-  NM/EDDY
 CW0010  USGS QUAD   -  ESPUELA (1975)
 CW0010
 CW0010                         *CURRENT SURVEY CONTROL
 CW0010  ___________________________________________________________________
 CW0010* NAD 83(1986)-  32 54 48.     (N)    104 23 30.     (W)     SCALED    
 CW0010* NAVD 88     -      1024.143  (meters)    3360.04   (feet)  ADJUSTED  
 CW0010  ___________________________________________________________________
 CW0010  GEOID HEIGHT-         -23.11  (meters)                     GEOID03
 CW0010  DYNAMIC HT  -        1022.733 (meters)    3355.42  (feet)  COMP
 CW0010  MODELED GRAV-     979,226.8   (mgal)                       NAVD 88
 CW0010
 CW0010  VERT ORDER  -  FIRST     CLASS II
 CW0010
 CW0010.The horizontal coordinates were scaled from a topographic map and have
 CW0010.an estimated accuracy of +/- 6 seconds.
 CW0010
 CW0010.The orthometric height was determined by differential leveling
 CW0010.and adjusted by the National Geodetic Survey in June 1991..
 CW0010
 CW0010.The geoid height was determined by GEOID03.
 CW0010
 CW0010.The dynamic height is computed by dividing the NAVD 88
 CW0010.geopotential number by the normal gravity value computed on the
 CW0010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0010.degrees latitude (g = 980.6199 gals.).
 CW0010
 CW0010.The modeled gravity was interpolated from observed gravity values.
 CW0010
 CW0010;                    North         East    Units  Estimated Accuracy
 CW0010;SPC NM E     -   212,140.      159,540.      MT  (+/- 180 meters Scaled)
 CW0010
 CW0010                          SUPERSEDED SURVEY CONTROL
 CW0010
 CW0010.No superseded survey control is available for this station.
 CW0010
 CW0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES568418(NAD 83)
 CW0010_MARKER: DB = BENCH MARK DISK
 CW0010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CW0010_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CW0010_STAMPING: F 255 1957
 CW0010_MARK LOGO: CGS   
 CW0010_PROJECTION: PROJECTING 10 CENTIMETERS
 CW0010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CW0010+STABILITY: SURFACE MOTION
 CW0010
 CW0010  HISTORY     - Date     Condition        Report By
 CW0010  HISTORY     - 1957     MONUMENTED       CGS
 CW0010  HISTORY     - 1982     GOOD             NGS
 CW0010
 CW0010                          STATION DESCRIPTION
 CW0010
 CW0010'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 CW0010'4.9 MI N FROM ARTESIA.
 CW0010'ABOUT 4.9 MILES NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 CW0010'FROM THE STATION AT ARTESIA, ABOUT 5.9 MILES SOUTH OF THE STATION AT
 CW0010'LAKE ARTHUR, 65 FEET SOUTHEAST OF AND ACROSS THE TRACK FROM MILEPOST
 CW0010'145, 46 FEET EAST OF THE EAST RAIL, 52 FEET WEST OF A FENCE LINE, 3
 CW0010'FEET WEST OF A POWER POLE, 2 FEET NORTH OF A WHITE WOODEN WITNESS
 CW0010'POST, ABOUT LEVEL WITH THE TRACK, AND IN THE TOP OF A CONCRETE POST
 CW0010'PROJECTING 5 INCHES.
 CW0010
 CW0010                          STATION RECOVERY (1982)
 CW0010
 CW0010'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CW0010'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  7.9 KM (4.9 MI
 CW0010'NORTHERLY ALONG THE SANTA FE RAILROAD FROM THE RAILROAD STATION IN
 CW0010'ARTESIA, 0.2 KM (0.1 MI) SOUTH OF THE JUNCTION OF COUNTY ROAD 119,
 CW0010'15.4 METERS (50.5 FT) WEST-SOUTHWEST OF A FENCE, 14.1 METERS (46.3 FT)
 CW0010'EAST-SOUTHEAST OF MILEPOST 145, 13.8 METERS (45.3 FT) EAST OF THE NEAR
 CW0010'RAIL AND 7.6 METERS (24.9 FT) SOUTH OF UTILITY POLE NUMBER GR WITH 2
 CW0010'GUY WIRES.
 CW0010'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 CW0010'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0219 ***********************************************************************
 CW0219  DESIGNATION -  F 256
 CW0219  PID         -  CW0219
 CW0219  STATE/COUNTY-  NM/EDDY
 CW0219  USGS QUAD   -  BLACK RIVER VILLAGE (1979)
 CW0219
 CW0219                         *CURRENT SURVEY CONTROL
 CW0219  ___________________________________________________________________
 CW0219* NAD 83(1986)-  32 14 12.     (N)    104 18 22.     (W)     SCALED    
 CW0219* NAVD 88     -      1047.135  (meters)    3435.48   (feet)  ADJUSTED  
 CW0219  ___________________________________________________________________
 CW0219  GEOID HEIGHT-         -24.49  (meters)                     GEOID03
 CW0219  DYNAMIC HT  -        1045.600 (meters)    3430.44  (feet)  COMP
 CW0219  MODELED GRAV-     979,138.6   (mgal)                       NAVD 88
 CW0219
 CW0219  VERT ORDER  -  FIRST     CLASS I
 CW0219
 CW0219.The horizontal coordinates were scaled from a topographic map and have
 CW0219.an estimated accuracy of +/- 6 seconds.
 CW0219
 CW0219.The orthometric height was determined by differential leveling
 CW0219.and adjusted by the National Geodetic Survey in June 1991..
 CW0219
 CW0219.The geoid height was determined by GEOID03.
 CW0219
 CW0219.The dynamic height is computed by dividing the NAVD 88
 CW0219.geopotential number by the normal gravity value computed on the
 CW0219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0219.degrees latitude (g = 980.6199 gals.).
 CW0219
 CW0219.The modeled gravity was interpolated from observed gravity values.
 CW0219
 CW0219;                    North         East    Units  Estimated Accuracy
 CW0219;SPC NM E     -   137,110.      167,570.      MT  (+/- 180 meters Scaled)
 CW0219
 CW0219                          SUPERSEDED SURVEY CONTROL
 CW0219
 CW0219  NGVD 29 (??/??/92) 1046.619  (m)         3433.78   (f) ADJ UNCH    1 1
 CW0219
 CW0219.Superseded values are not recommended for survey control.
 CW0219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0219.See file dsdata.txt to determine how the superseded data were derived.
 CW0219
 CW0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SER653668(NAD 83)
 CW0219_MARKER: DB = BENCH MARK DISK
 CW0219_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CW0219_SP_SET: CULVERT
 CW0219_STAMPING: F 256 1957
 CW0219_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CW0219
 CW0219  HISTORY     - Date     Condition        Report By
 CW0219  HISTORY     - 1957     MONUMENTED       CGS
 CW0219  HISTORY     - 1958     GOOD             NGS
 CW0219  HISTORY     - 1977     GOOD             NGS
 CW0219
 CW0219                          STATION DESCRIPTION
 CW0219
 CW0219'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 CW0219'13.95 MI S FROM CARLSBAD.
 CW0219'ABOUT 2.05 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 CW0219'FROM THE STATION AT CARLSBAD, THENCE 11.9 MILES SOUTH-SOUTHWEST ALONG
 CW0219'U. S. HIGHWAY 62 AND 180, ABOUT 0.1 MILE SOUTH OF THE INTERSECTION OF
 CW0219'A TRAIL ROAD, IN THE TOP OF THE SOUTH-SOUTHWEST END OF THE
 CW0219'WEST-NORTHWEST HEAD WALL OF A 5X5-FOOT 2-CHANNEL CONCRETE CULVERT, 27
 CW0219'FEET WEST-NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 1
 CW0219'FEET BELOW THE LEVEL OF THE HIGHWAY.
 CW0219
 CW0219                          STATION RECOVERY (1958)
 CW0219
 CW0219'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 CW0219'RECOVERED IN GOOD CONDITION.
 CW0219
 CW0219                          STATION RECOVERY (1977)
 CW0219
 CW0219'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CW0219'6.0 MILES NORTHEAST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE
 CW0219'JUNCTION OF STATE HIGHWAY 7, 0.15 MILE SOUTHWEST OF MILEPOST 22,
 CW0219'0.05 MILE SOUTHWEST OF THE JUNCTION OF A GRAVELED ROAD LEADING EAST,
 CW0219'27 FT. NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, IN THE TOP OF THE
 CW0219'SOUTHWEST END OF THE NORTHWEST CONCRETE HEAD WALL OF A DOUBLE
 CW0219'CONCRETE BOX CULVERT, 0.7 FT. NORTHEAST OF THE SOUTHWEST END OF THE
 CW0219'HEAD WALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0128 ***********************************************************************
 CW0128  DESIGNATION -  F 257
 CW0128  PID         -  CW0128
 CW0128  STATE/COUNTY-  NM/EDDY
 CW0128  USGS QUAD   -  CARLSBAD EAST (1985)
 CW0128
 CW0128                         *CURRENT SURVEY CONTROL
 CW0128  ___________________________________________________________________
 CW0128* NAD 83(1986)-  32 27 44.     (N)    104 13 36.     (W)     SCALED    
 CW0128* NAVD 88     -       959.170  (meters)    3146.88   (feet)  POSTED    
 CW0128  ___________________________________________________________________
 CW0128  GEOID HEIGHT-         -24.11  (meters)                     GEOID03
 CW0128  DYNAMIC HT  -         957.810 (meters)    3142.41  (feet)  COMP
 CW0128  MODELED GRAV-     979,188.7   (mgal)                       NAVD 88
 CW0128
 CW0128  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 CW0128
 CW0128.The horizontal coordinates were scaled from a topographic map and have
 CW0128.an estimated accuracy of +/- 6 seconds.
 CW0128
 CW0128.The orthometric height was determined by differential leveling
 CW0128.and adjusted by the National Geodetic Survey in 1992..
 CW0128.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 CW0128.rate of 0.0 thru 1.0 mm/km.
 CW0128
 CW0128.The geoid height was determined by GEOID03.
 CW0128
 CW0128.The dynamic height is computed by dividing the NAVD 88
 CW0128.geopotential number by the normal gravity value computed on the
 CW0128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0128.degrees latitude (g = 980.6199 gals.).
 CW0128
 CW0128.The modeled gravity was interpolated from observed gravity values.
 CW0128
 CW0128;                    North         East    Units  Estimated Accuracy
 CW0128;SPC NM E     -   162,130.      175,030.      MT  (+/- 180 meters Scaled)
 CW0128
 CW0128                          SUPERSEDED SURVEY CONTROL
 CW0128
 CW0128  NGVD 29 (??/??/92)  958.691  (m)         3145.31   (f) ADJ UNCH    1 1
 CW0128
 CW0128.Superseded values are not recommended for survey control.
 CW0128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0128.See file dsdata.txt to determine how the superseded data were derived.
 CW0128
 CW0128_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SER726919(NAD 83)
 CW0128_MARKER: DB = BENCH MARK DISK
 CW0128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CW0128_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CW0128_STAMPING: F 257 1957
 CW0128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CW0128+STABILITY: SURFACE MOTION
 CW0128
 CW0128  HISTORY     - Date     Condition        Report By
 CW0128  HISTORY     - 1957     MONUMENTED       CGS
 CW0128  HISTORY     - 1977     GOOD             NGS
 CW0128
 CW0128                          STATION DESCRIPTION
 CW0128
 CW0128'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 CW0128'3.0 MI N FROM CARLSBAD.
 CW0128'ABOUT 3.0 MILES NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 CW0128'FROM THE STATION AT CARLSBAD, 135 FEET NORTH-NORTHWEST OF MILEPOST
 CW0128'180, 40 FEET WEST OF THE WEST RAIL, 10 FEET NORTH OF A TELEPHONE POLE,
 CW0128'7 FEET EAST OF A FENCE, 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST,
 CW0128'ABOUT 6 FEET BELOW THE LEVEL OF THE TRACK, AND IN THE TOP OF A
 CW0128'CONCRETE POST PROJECTING 6 INCHES.
 CW0128
 CW0128                          STATION RECOVERY (1977)
 CW0128
 CW0128'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CW0128'3.0 MILES NORTH ALONG THE ATCHESON, TOPEKA AND SANTA FE RAILWAY
 CW0128'FROM THE STATION, AT THE CROSSING OF EAST SPENCER STREET, 135.3 FT.
 CW0128'NORTH OF AND ACROSS THE STREET FROM MILEPOST 180, 39.5 FT. WEST OF
 CW0128'THE WEST RAIL OF THE TRACK, 67 FT. NORTH OF THE CENTER LINE OF THE
 CW0128'STREET, 11.5 FT. NORTH OF A TELEPHONE POLE, 52 FT. NORTHEAST OF A
 CW0128'FENCE CORNER POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0192 ***********************************************************************
 CW0192  DESIGNATION -  F 258
 CW0192  PID         -  CW0192
 CW0192  STATE/COUNTY-  NM/EDDY
 CW0192  USGS QUAD   -  RED BLUFF (1985)
 CW0192
 CW0192                         *CURRENT SURVEY CONTROL
 CW0192  ___________________________________________________________________
 CW0192* NAD 83(1986)-  32 00 22.     (N)    104 00 11.     (W)     SCALED    
 CW0192* NAVD 88     -       878.803  (meters)    2883.21   (feet)  ADJUSTED  
 CW0192  ___________________________________________________________________
 CW0192  GEOID HEIGHT-         -25.62  (meters)                     GEOID03
 CW0192  DYNAMIC HT  -         877.514 (meters)    2878.98  (feet)  COMP
 CW0192  MODELED GRAV-     979,145.0   (mgal)                       NAVD 88
 CW0192
 CW0192  VERT ORDER  -  FIRST     CLASS II
 CW0192
 CW0192.The horizontal coordinates were scaled from a topographic map and have
 CW0192.an estimated accuracy of +/- 6 seconds.
 CW0192
 CW0192.The orthometric height was determined by differential leveling
 CW0192.and adjusted by the National Geodetic Survey in June 1991..
 CW0192
 CW0192.The geoid height was determined by GEOID03.
 CW0192
 CW0192.The dynamic height is computed by dividing the NAVD 88
 CW0192.geopotential number by the normal gravity value computed on the
 CW0192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0192.degrees latitude (g = 980.6199 gals.).
 CW0192
 CW0192.The modeled gravity was interpolated from observed gravity values.
 CW0192
 CW0192;                    North         East    Units  Estimated Accuracy
 CW0192;SPC NM E     -   111,590.      196,200.      MT  (+/- 180 meters Scaled)
 CW0192
 CW0192                          SUPERSEDED SURVEY CONTROL
 CW0192
 CW0192  NGVD 29 (??/??/92)  878.341  (m)         2881.69   (f) ADJ UNCH    1 2
 CW0192
 CW0192.Superseded values are not recommended for survey control.
 CW0192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0192.See file dsdata.txt to determine how the superseded data were derived.
 CW0192
 CW0192_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SER941415(NAD 83)
 CW0192_MARKER: DB = BENCH MARK DISK
 CW0192_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CW0192_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CW0192_STAMPING: F 258 1957
 CW0192_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CW0192+STABILITY: SURFACE MOTION
 CW0192
 CW0192  HISTORY     - Date     Condition        Report By
 CW0192  HISTORY     - 1957     MONUMENTED       CGS
 CW0192
 CW0192                          STATION DESCRIPTION
 CW0192
 CW0192'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 CW0192'16.95 MI S FROM MALAGA.
 CW0192'ABOUT 16.95 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE
 CW0192'RAILWAY FROM THE STATION AT MALAGA, ABOUT 0.5 MILE NORTH OF THE TEXAS
 CW0192'AND NEW MEXICO STATE LINE, 93 FEET NORTHEAST OF THE 7TH POLE NORTH OF
 CW0192'MILEPOST 217, 62 1/2 FEET WEST OF THE WEST RAIL, 136 FEET SOUTHWEST OF
 CW0192'THE CENTER OF A ROAD CROSSING, 122 FEET SOUTH OF THE CENTER LINE OF A
 CW0192'TRACK ROAD, 2 1/2 FEET NORTH OF A WHITE WOODEN WITNESS POST, ABOUT
 CW0192'LEVEL WITH THE TRACK, AND IN THE TOP OF A CONCRETE POST PROJECTING 10
 CW0192'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0147 ***********************************************************************
 CW0147  DESIGNATION -  F 259
 CW0147  PID         -  CW0147
 CW0147  STATE/COUNTY-  NM/EDDY
 CW0147  USGS QUAD   -  OTIS (1985)
 CW0147
 CW0147                         *CURRENT SURVEY CONTROL
 CW0147  ___________________________________________________________________
 CW0147* NAD 83(1986)-  32 22 18.     (N)    104 11 38.     (W)     SCALED    
 CW0147* NAVD 88     -       952.712  (meters)    3125.69   (feet)  ADJUSTED  
 CW0147  ___________________________________________________________________
 CW0147  GEOID HEIGHT-         -24.47  (meters)                     GEOID03
 CW0147  DYNAMIC HT  -         951.350 (meters)    3121.22  (feet)  COMP
 CW0147  MODELED GRAV-     979,178.2   (mgal)                       NAVD 88
 CW0147
 CW0147  VERT ORDER  -  FIRST     CLASS I
 CW0147
 CW0147.The horizontal coordinates were scaled from a topographic map and have
 CW0147.an estimated accuracy of +/- 6 seconds.
 CW0147
 CW0147.The orthometric height was determined by differential leveling
 CW0147.and adjusted by the National Geodetic Survey in June 1991..
 CW0147
 CW0147.The geoid height was determined by GEOID03.
 CW0147
 CW0147.The dynamic height is computed by dividing the NAVD 88
 CW0147.geopotential number by the normal gravity value computed on the
 CW0147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0147.degrees latitude (g = 980.6199 gals.).
 CW0147
 CW0147.The modeled gravity was interpolated from observed gravity values.
 CW0147
 CW0147;                    North         East    Units  Estimated Accuracy
 CW0147;SPC NM E     -   152,090.      178,120.      MT  (+/- 180 meters Scaled)
 CW0147
 CW0147                          SUPERSEDED SURVEY CONTROL
 CW0147
 CW0147  NGVD 29 (??/??/92)  952.226  (m)         3124.09   (f) ADJ UNCH    1 1
 CW0147
 CW0147.Superseded values are not recommended for survey control.
 CW0147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0147.See file dsdata.txt to determine how the superseded data were derived.
 CW0147
 CW0147_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SER758819(NAD 83)
 CW0147_MARKER: DB = BENCH MARK DISK
 CW0147_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CW0147_SP_SET: CULVERT
 CW0147_STAMPING: F 259 1957
 CW0147_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CW0147
 CW0147  HISTORY     - Date     Condition        Report By
 CW0147  HISTORY     - 1957     MONUMENTED       CGS
 CW0147  HISTORY     - 1977     GOOD             NGS
 CW0147  HISTORY     - 1981     GOOD             NGS
 CW0147
 CW0147                          STATION DESCRIPTION
 CW0147
 CW0147'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 CW0147'4.0 MI SE FROM CARLSBAD.
 CW0147'ABOUT 4.0 MILES SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 CW0147'RAILWAY FROM THE STATION AT CARLSBAD, 171 FEET WEST-NORTHWEST OF
 CW0147'MILEPOST 187, 0.05 MILE NORTHWEST OF A ROAD CROSSING, IN THE TOP AND
 CW0147'CENTER OF THE NORTH HEAD WALL OF A CONCRETE CULVERT UNDER U. S.
 CW0147'HIGHWAY 285, 60 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 24 1/2 FEET
 CW0147'NORTHEAST OF THE CENTER LINE OF U. S. HIGHWAY 285, AND ABOUT LEVEL
 CW0147'WITH THE TRACK.
 CW0147
 CW0147                          STATION RECOVERY (1977)
 CW0147
 CW0147'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CW0147'RECOVERED IN GOOD CONDITION.
 CW0147
 CW0147                          STATION RECOVERY (1981)
 CW0147
 CW0147'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CW0147'3.2 KM (2.0 MI) SOUTHEAST ALONG U.S. HIGHWAY 285 FROM ITS SOUTH
 CW0147'JUNCTION WITH U.S. HIGHWAYS 62 AND 180 IN CARLSBAD, 0.6 KM (0.4 MI)
 CW0147'NORTHWEST OF MILE POST 29, IN THE TOP CENTER OF THE NORTHEAST
 CW0147'HEADWALL OF A CONCRETE CULVERT OF AN IRRIGATION CANAL UNDER THE
 CW0147'HIGHWAY, 80.5 METERS (264.0 FT) NORTHWEST OF THE CENTER OF
 CW0147'FERGUSON ROAD, AND 7.5 METERS (24.5 FT) NORTHEAST OF THE CENTERLINE
 CW0147'OF THE NORTH BOUND LANES OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0645 ***********************************************************************
 DR0645  DESIGNATION -  F 26
 DR0645  PID         -  DR0645
 DR0645  STATE/COUNTY-  NM/OTERO
 DR0645  USGS QUAD   -  RUIDOSO (1982)
 DR0645
 DR0645                         *CURRENT SURVEY CONTROL
 DR0645  ___________________________________________________________________
 DR0645* NAD 83(1986)-  33 16 39.     (N)    105 41 37.     (W)     SCALED    
 DR0645* NAVD 88     -      2148.319  (meters)    7048.28   (feet)  ADJUSTED  
 DR0645  ___________________________________________________________________
 DR0645  GEOID HEIGHT-         -19.73  (meters)                     GEOID03
 DR0645  DYNAMIC HT  -        2144.944 (meters)    7037.20  (feet)  COMP
 DR0645  MODELED GRAV-     978,988.2   (mgal)                       NAVD 88
 DR0645
 DR0645  VERT ORDER  -  FIRST     CLASS II
 DR0645
 DR0645.The horizontal coordinates were scaled from a topographic map and have
 DR0645.an estimated accuracy of +/- 6 seconds.
 DR0645
 DR0645.The orthometric height was determined by differential leveling
 DR0645.and adjusted by the National Geodetic Survey in June 1991..
 DR0645
 DR0645.The geoid height was determined by GEOID03.
 DR0645
 DR0645.The dynamic height is computed by dividing the NAVD 88
 DR0645.geopotential number by the normal gravity value computed on the
 DR0645.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0645.degrees latitude (g = 980.6199 gals.).
 DR0645
 DR0645.The modeled gravity was interpolated from observed gravity values.
 DR0645
 DR0645;                    North         East    Units  Estimated Accuracy
 DR0645;SPC NM C     -   252,660.      551,830.      MT  (+/- 180 meters Scaled)
 DR0645
 DR0645                          SUPERSEDED SURVEY CONTROL
 DR0645
 DR0645  NGVD 29 (??/??/92) 2147.494  (m)         7045.57   (f) ADJ UNCH    1 2
 DR0645
 DR0645.Superseded values are not recommended for survey control.
 DR0645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0645.See file dsdata.txt to determine how the superseded data were derived.
 DR0645
 DR0645_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDS354822(NAD 83)
 DR0645_MARKER: DB = BENCH MARK DISK
 DR0645_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DR0645_SP_SET: ABUTMENT
 DR0645_STAMPING: 7045.570 F 26 1933
 DR0645_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR0645
 DR0645  HISTORY     - Date     Condition        Report By
 DR0645  HISTORY     - 1933     MONUMENTED       CGS
 DR0645  HISTORY     - 1934     GOOD             NGS
 DR0645  HISTORY     - 1963     MARK NOT FOUND   USGS
 DR0645
 DR0645                          STATION DESCRIPTION
 DR0645
 DR0645'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DR0645'11.4 MI NE FROM MESCALERO.
 DR0645'11.4 MILES NORTHEAST ALONG U.S. HIGHWAY 70 FROM MESCALERO, OTERO
 DR0645'COUNTY, AT THE NORTH END OF A SOLID ROCK CUT, ON THE EAST SIDE OF THE
 DR0645'HIGHWAY, AT A 16-FOOT SKEW BRIDGE WITH WOODEN HANDRAILS, AND IN THE
 DR0645'TOP OF THE EAST END OF THE SOUTH CONCRETE ABUTMENT.  A STANDARD DISK,
 DR0645'STAMPED 7045.570 F 26 1933.
 DR0645
 DR0645                          STATION RECOVERY (1963)
 DR0645
 DR0645'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 DR0645'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0605 ***********************************************************************
 DS0605  DESIGNATION -  F 260
 DS0605  PID         -  DS0605
 DS0605  STATE/COUNTY-  NM/SOCORRO
 DS0605  USGS QUAD   -  POPE (1981)
 DS0605
 DS0605                         *CURRENT SURVEY CONTROL
 DS0605  ___________________________________________________________________
 DS0605* NAD 83(1986)-  33 37 04.     (N)    106 58 22.     (W)     SCALED    
 DS0605* NAVD 88     -      1390.768  (meters)    4562.88   (feet)  ADJUSTED  
 DS0605  ___________________________________________________________________
 DS0605  GEOID HEIGHT-         -22.78  (meters)                     GEOID03
 DS0605  DYNAMIC HT  -        1388.782 (meters)    4556.36  (feet)  COMP
 DS0605  MODELED GRAV-     979,160.7   (mgal)                       NAVD 88
 DS0605
 DS0605  VERT ORDER  -  FIRST     CLASS II
 DS0605
 DS0605.The horizontal coordinates were scaled from a topographic map and have
 DS0605.an estimated accuracy of +/- 6 seconds.
 DS0605
 DS0605.The orthometric height was determined by differential leveling
 DS0605.and adjusted by the National Geodetic Survey in June 1991..
 DS0605
 DS0605.The geoid height was determined by GEOID03.
 DS0605
 DS0605.The dynamic height is computed by dividing the NAVD 88
 DS0605.geopotential number by the normal gravity value computed on the
 DS0605.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0605.degrees latitude (g = 980.6199 gals.).
 DS0605
 DS0605.The modeled gravity was interpolated from observed gravity values.
 DS0605
 DS0605;                    North         East    Units  Estimated Accuracy
 DS0605;SPC NM C     -   290,500.      432,940.      MT  (+/- 180 meters Scaled)
 DS0605
 DS0605                          SUPERSEDED SURVEY CONTROL
 DS0605
 DS0605  NGVD 29 (??/??/92) 1390.097  (m)         4560.68   (f) ADJ UNCH    1 2
 DS0605
 DS0605.Superseded values are not recommended for survey control.
 DS0605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0605.See file dsdata.txt to determine how the superseded data were derived.
 DS0605
 DS0605_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT169215(NAD 83)
 DS0605_MARKER: DB = BENCH MARK DISK
 DS0605_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0605_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0605_STAMPING: F 260 1952
 DS0605_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0605+STABILITY: SURFACE MOTION
 DS0605
 DS0605  HISTORY     - Date     Condition        Report By
 DS0605  HISTORY     - 1952     MONUMENTED       CGS
 DS0605
 DS0605                          STATION DESCRIPTION
 DS0605
 DS0605'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DS0605'22.45 MI S FROM SAN ANTONIO.
 DS0605'22.45 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 DS0605'FROM THE STATION AT SAN ANTONIO, 11 POLES SOUTH OF MILEPOST 1011, 48
 DS0605'FEET EAST OF THE EAST RAIL, 10 FEET WEST OF THE CENTER LINE OF A SANDY
 DS0605'TRACK ROAD, 1 FOOT EAST OF A FENCE, 3 FEET SOUTH OF A WITNESS POST, 4
 DS0605'FEET ABOVE THE TOP OF THE RAILS, SET IN THE TOP OF A CONCRETE POST
 DS0605'WHICH PROJECTS 0.9 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0608 ***********************************************************************
 DS0608  DESIGNATION -  F 261
 DS0608  PID         -  DS0608
 DS0608  STATE/COUNTY-  NM/SOCORRO
 DS0608  USGS QUAD   -  POPE (1981)
 DS0608
 DS0608                         *CURRENT SURVEY CONTROL
 DS0608  ___________________________________________________________________
 DS0608* NAD 83(1986)-  33 34 39.     (N)    106 58 54.     (W)     SCALED    
 DS0608* NAVD 88     -      1412.573  (meters)    4634.42   (feet)  ADJUSTED  
 DS0608  ___________________________________________________________________
 DS0608  GEOID HEIGHT-         -22.81  (meters)                     GEOID03
 DS0608  DYNAMIC HT  -        1410.554 (meters)    4627.79  (feet)  COMP
 DS0608  MODELED GRAV-     979,158.6   (mgal)                       NAVD 88
 DS0608
 DS0608  VERT ORDER  -  FIRST     CLASS II
 DS0608
 DS0608.The horizontal coordinates were scaled from a topographic map and have
 DS0608.an estimated accuracy of +/- 6 seconds.
 DS0608
 DS0608.The orthometric height was determined by differential leveling
 DS0608.and adjusted by the National Geodetic Survey in June 1991..
 DS0608
 DS0608.The geoid height was determined by GEOID03.
 DS0608
 DS0608.The dynamic height is computed by dividing the NAVD 88
 DS0608.geopotential number by the normal gravity value computed on the
 DS0608.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0608.degrees latitude (g = 980.6199 gals.).
 DS0608
 DS0608.The modeled gravity was interpolated from observed gravity values.
 DS0608
 DS0608;                    North         East    Units  Estimated Accuracy
 DS0608;SPC NM C     -   286,040.      432,080.      MT  (+/- 180 meters Scaled)
 DS0608
 DS0608                          SUPERSEDED SURVEY CONTROL
 DS0608
 DS0608  NGVD 29 (??/??/92) 1411.906  (m)         4632.23   (f) ADJ UNCH    1 2
 DS0608
 DS0608.Superseded values are not recommended for survey control.
 DS0608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0608.See file dsdata.txt to determine how the superseded data were derived.
 DS0608
 DS0608_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT160170(NAD 83)
 DS0608_MARKER: DB = BENCH MARK DISK
 DS0608_SETTING: 66 = SET IN ROCK OUTCROP
 DS0608_SP_SET: LAVA OUTCROP
 DS0608_STAMPING: F 261 1952
 DS0608_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DS0608+STABILITY: POSITION/ELEVATION WELL
 DS0608
 DS0608  HISTORY     - Date     Condition        Report By
 DS0608  HISTORY     - 1952     MONUMENTED       CGS
 DS0608
 DS0608                          STATION DESCRIPTION
 DS0608
 DS0608'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DS0608'29.0 MI N FROM ENGLE.
 DS0608'29.0 MILES NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD FROM
 DS0608'THE STATION AT ENGLE, 7 POLES SOUTH OF MILEPOST 1014, 115 FEET EAST OF
 DS0608'THE EAST RAIL, AT THE CENTER OF A LONG FILL, 2.6 FEET SOUTH OF A
 DS0608'WITNESS POST, 0.6 MILE WEST OF A TRACK ROAD, SET IN THE TOP OF THE
 DS0608'SOUTHWEST CORNER OF A LAVA OUTCROP.  NOTE-- THE RAILROAD NAME OF THIS
 DS0608'TOWN IS ENGEL.  THE POST OFFICE NAME IS ENGLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0838 ***********************************************************************
 CX0838  DESIGNATION -  F 262
 CX0838  PID         -  CX0838
 CX0838  STATE/COUNTY-  NM/DONA ANA
 CX0838  USGS QUAD   -  RINCON (1978)
 CX0838
 CX0838                         *CURRENT SURVEY CONTROL
 CX0838  ___________________________________________________________________
 CX0838* NAD 83(1986)-  32 41 05.     (N)    107 02 50.     (W)     SCALED    
 CX0838* NAVD 88     -      1259.440  (meters)    4132.01   (feet)  ADJUSTED  
 CX0838  ___________________________________________________________________
 CX0838  GEOID HEIGHT-         -23.78  (meters)                     GEOID03
 CX0838  DYNAMIC HT  -        1257.558 (meters)    4125.84  (feet)  COMP
 CX0838  MODELED GRAV-     979,101.3   (mgal)                       NAVD 88
 CX0838
 CX0838  VERT ORDER  -  FIRST     CLASS II
 CX0838
 CX0838.The horizontal coordinates were scaled from a topographic map and have
 CX0838.an estimated accuracy of +/- 6 seconds.
 CX0838
 CX0838.The orthometric height was determined by differential leveling
 CX0838.and adjusted by the National Geodetic Survey in June 1991..
 CX0838
 CX0838.The geoid height was determined by GEOID03.
 CX0838
 CX0838.The dynamic height is computed by dividing the NAVD 88
 CX0838.geopotential number by the normal gravity value computed on the
 CX0838.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0838.degrees latitude (g = 980.6199 gals.).
 CX0838
 CX0838.The modeled gravity was interpolated from observed gravity values.
 CX0838
 CX0838;                    North         East    Units  Estimated Accuracy
 CX0838;SPC NM C     -   187,070.      425,240.      MT  (+/- 180 meters Scaled)
 CX0838
 CX0838                          SUPERSEDED SURVEY CONTROL
 CX0838
 CX0838  NGVD 29 (??/??/92) 1258.829  (m)         4130.01   (f) ADJ UNCH    1 2
 CX0838
 CX0838.Superseded values are not recommended for survey control.
 CX0838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0838.See file dsdata.txt to determine how the superseded data were derived.
 CX0838
 CX0838_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS080181(NAD 83)
 CX0838_MARKER: DB = BENCH MARK DISK
 CX0838_SETTING: 80 = SET IN A BOULDER
 CX0838_STAMPING: F 262 1952
 CX0838_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX0838+STABILITY: SURFACE MOTION
 CX0838
 CX0838  HISTORY     - Date     Condition        Report By
 CX0838  HISTORY     - 1952     MONUMENTED       CGS
 CX0838
 CX0838                          STATION DESCRIPTION
 CX0838
 CX0838'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CX0838'1.35 MI N FROM RINCON.
 CX0838'1.35 MILES NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 CX0838'FROM THE STATION AT RINCON, 6 POLES SOUTH OF MILEPOST 1078, AT
 CX0838'THE NORTH END OF A LONG FILL, 40 FEET SOUTHEAST OF THE SOUTHEAST RAIL,
 CX0838'ON THE WEST BANK OF A DRY WASH, 2 FEET BELOW THE TOP OF THE RAILS,
 CX0838'SET IN THE TOP OF THE WEST END OF A 4X6 FOOT BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0869 ***********************************************************************
 CX0869  DESIGNATION -  F 263
 CX0869  PID         -  CX0869
 CX0869  STATE/COUNTY-  NM/DONA ANA
 CX0869  USGS QUAD   -  HOCKETT (1989)
 CX0869
 CX0869                         *CURRENT SURVEY CONTROL
 CX0869  ___________________________________________________________________
 CX0869* NAD 83(1986)-  32 36 20.     (N)    107 16 46.     (W)     SCALED    
 CX0869* NAVD 88     -      1379.178  (meters)    4524.85   (feet)  POSTED    
 CX0869  ___________________________________________________________________
 CX0869  GEOID HEIGHT-         -23.78  (meters)                     GEOID03
 CX0869  DYNAMIC HT  -        1377.130 (meters)    4518.13  (feet)  COMP
 CX0869  MODELED GRAV-     979,102.1   (mgal)                       NAVD 88
 CX0869
 CX0869  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 CX0869
 CX0869.The horizontal coordinates were scaled from a topographic map and have
 CX0869.an estimated accuracy of +/- 6 seconds.
 CX0869
 CX0869.The orthometric height was determined by differential leveling
 CX0869.and adjusted by the National Geodetic Survey in 1992..
 CX0869.No vertical observational check was made to the station.
 CX0869.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 CX0869.was located on a no-check spur therefore a value was not computed.
 CX0869
 CX0869.The geoid height was determined by GEOID03.
 CX0869
 CX0869.The dynamic height is computed by dividing the NAVD 88
 CX0869.geopotential number by the normal gravity value computed on the
 CX0869.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0869.degrees latitude (g = 980.6199 gals.).
 CX0869
 CX0869.The modeled gravity was interpolated from observed gravity values.
 CX0869
 CX0869;                    North         East    Units  Estimated Accuracy
 CX0869;SPC NM C     -   178,480.      403,380.      MT  (+/- 180 meters Scaled)
 CX0869
 CX0869                          SUPERSEDED SURVEY CONTROL
 CX0869
 CX0869  NGVD 29 (??/??/92) 1378.518  (m)         4522.69   (f) ADJ UNCH    1 2
 CX0869
 CX0869.Superseded values are not recommended for survey control.
 CX0869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0869.See file dsdata.txt to determine how the superseded data were derived.
 CX0869
 CX0869_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBS860098(NAD 83)
 CX0869_MARKER: DB = BENCH MARK DISK
 CX0869_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX0869_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CX0869_STAMPING: F 263 1952
 CX0869_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX0869+STABILITY: SURFACE MOTION
 CX0869
 CX0869  HISTORY     - Date     Condition        Report By
 CX0869  HISTORY     - 1952     MONUMENTED       CGS
 CX0869
 CX0869                          STATION DESCRIPTION
 CX0869
 CX0869'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CX0869'9.05 MI SW FROM HATCH.
 CX0869'1.15 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD FROM
 CX0869'THE STATION AT HATCH, THENCE 7.15 MILES SOUTHWEST ALONG STATE HIGHWAY
 CX0869'26, THENCE 0.75 MILE SOUTHEAST ALONG A GRAVELED ROAD, 100 FEET NORTH
 CX0869'OF THE CENTER OF A RAILROAD CROSSING, 82 FEET NORTHEAST OF THE CENTER
 CX0869'LINE OF A GRAVELED ROAD, 55.7 FEET NORTHWEST OF THE NORTHWEST RAIL OF
 CX0869'THE ATCHISON, TOPEKA AND SANTA FE RAILROAD, 2.6 FEET NORTHWEST OF A
 CX0869'FENCE, 3 FEET SOUTHWEST OF A WITNESS POST, SET IN THE TOP OF A
 CX0869'CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0177 ***********************************************************************
 CY0177  DESIGNATION -  F 264
 CY0177  PID         -  CY0177
 CY0177  STATE/COUNTY-  NM/HIDALGO
 CY0177  USGS QUAD   -  LORDSBURG (1980)
 CY0177
 CY0177                         *CURRENT SURVEY CONTROL
 CY0177  ___________________________________________________________________
 CY0177* NAD 83(1986)-  32 20 02.     (N)    108 38 46.     (W)     SCALED    
 CY0177* NAVD 88     -      1279.423  (meters)    4197.57   (feet)  ADJUSTED  
 CY0177  ___________________________________________________________________
 CY0177  GEOID HEIGHT-         -25.39  (meters)                     GEOID03
 CY0177  DYNAMIC HT  -        1277.513 (meters)    4191.31  (feet)  COMP
 CY0177  MODELED GRAV-     979,101.4   (mgal)                       NAVD 88
 CY0177
 CY0177  VERT ORDER  -  FIRST     CLASS II
 CY0177
 CY0177.The horizontal coordinates were scaled from a topographic map and have
 CY0177.an estimated accuracy of +/- 6 seconds.
 CY0177
 CY0177.The orthometric height was determined by differential leveling
 CY0177.and adjusted by the National Geodetic Survey in June 1991..
 CY0177
 CY0177.The geoid height was determined by GEOID03.
 CY0177
 CY0177.The dynamic height is computed by dividing the NAVD 88
 CY0177.geopotential number by the normal gravity value computed on the
 CY0177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0177.degrees latitude (g = 980.6199 gals.).
 CY0177
 CY0177.The modeled gravity was interpolated from observed gravity values.
 CY0177
 CY0177;                    North         East    Units  Estimated Accuracy
 CY0177;SPC NM W     -   148,180.      753,480.      MT  (+/- 180 meters Scaled)
 CY0177
 CY0177                          SUPERSEDED SURVEY CONTROL
 CY0177
 CY0177  NGVD 29 (??/??/92) 1278.811  (m)         4195.57   (f) ADJ UNCH    1 2
 CY0177
 CY0177.Superseded values are not recommended for survey control.
 CY0177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0177.See file dsdata.txt to determine how the superseded data were derived.
 CY0177
 CY0177_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYA215798(NAD 83)
 CY0177_MARKER: DB = BENCH MARK DISK
 CY0177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0177_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0177_STAMPING: F 264 1953
 CY0177_PROJECTION: PROJECTING 20 CENTIMETERS
 CY0177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0177+STABILITY: SURFACE MOTION
 CY0177
 CY0177  HISTORY     - Date     Condition        Report By
 CY0177  HISTORY     - 1953     MONUMENTED       CGS
 CY0177  HISTORY     - 1979     GOOD             NGS
 CY0177
 CY0177                          STATION DESCRIPTION
 CY0177
 CY0177'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 CY0177'3.65 MI E FROM LORDSBURG.
 CY0177'3.65 MILES EAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATION
 CY0177'AT LORDSBURG, 172 FEET SOUTH OF MILEPOST 1152, 115 FEET SOUTH OF THE
 CY0177'SOUTH RAIL, 90 FEET NORTH OF THE CENTER LINE OF U.S. HIGHWAY 80, 3
 CY0177'FEET NORTHWEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 CY0177'WHICH PROJECTS 0.8 FOOT ABOVE THE GROUND.
 CY0177
 CY0177                          STATION RECOVERY (1979)
 CY0177
 CY0177'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CY0177'6.1 KILOMETERS (3.8 MILES) EAST ALONG THE SOUTHERN PACIFIC RAILROAD
 CY0177'FROM THE STATION IN LORDSBURG, 0.2 KILOMETER (0.1 MILE) WEST OF
 CY0177'RAILROAD BRIDGE 1152.16, 34.1 METERS (112 FEET) SOUTH OF THE SOUTH
 CY0177'RAIL, 52.4 METERS (172 FEET) SOUTH OF AND ACROSS THE TRACKS FROM
 CY0177'MILE POST 1152, 27.2 METERS (89.5 FEET) NORTH OF THE CENTERLINE OF
 CY0177'OLD U. S. HIGHWAY 80 AND 27.4 METERS (90 FEET) SOUTHEAST OF THE
 CY0177'FIFTH TELEPHONE POLE WEST OF BRIDGE 1152.16.
 CY0177'THE MARK IS 0.6 METERS  E FROM A WITNESS POST.
 CY0177'THE MARK IS 2.3 M BELOW THE RAILS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0100 ***********************************************************************
 CY0100  DESIGNATION -  F 265
 CY0100  PID         -  CY0100
 CY0100  STATE/COUNTY-  NM/GRANT
 CY0100  USGS QUAD   -  SEPAR (1980)
 CY0100
 CY0100                         *CURRENT SURVEY CONTROL
 CY0100  ___________________________________________________________________
 CY0100* NAD 83(1986)-  32 11 24.     (N)    108 24 04.     (W)     SCALED    
 CY0100* NAVD 88     -      1375.160  (meters)    4511.67   (feet)  ADJUSTED  
 CY0100  ___________________________________________________________________
 CY0100  GEOID HEIGHT-         -25.09  (meters)                     GEOID03
 CY0100  DYNAMIC HT  -        1373.057 (meters)    4504.77  (feet)  COMP
 CY0100  MODELED GRAV-     979,062.0   (mgal)                       NAVD 88
 CY0100
 CY0100  VERT ORDER  -  FIRST     CLASS II
 CY0100
 CY0100.The horizontal coordinates were scaled from a topographic map and have
 CY0100.an estimated accuracy of +/- 6 seconds.
 CY0100
 CY0100.The orthometric height was determined by differential leveling
 CY0100.and adjusted by the National Geodetic Survey in June 1991..
 CY0100
 CY0100.The geoid height was determined by GEOID03.
 CY0100
 CY0100.The dynamic height is computed by dividing the NAVD 88
 CY0100.geopotential number by the normal gravity value computed on the
 CY0100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0100.degrees latitude (g = 980.6199 gals.).
 CY0100
 CY0100.The modeled gravity was interpolated from observed gravity values.
 CY0100
 CY0100;                    North         East    Units  Estimated Accuracy
 CY0100;SPC NM W     -   132,080.      776,460.      MT  (+/- 180 meters Scaled)
 CY0100
 CY0100                          SUPERSEDED SURVEY CONTROL
 CY0100
 CY0100  NGVD 29 (??/??/92) 1374.373  (m)         4509.09   (f) ADJ UNCH    1 2
 CY0100
 CY0100.Superseded values are not recommended for survey control.
 CY0100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0100.See file dsdata.txt to determine how the superseded data were derived.
 CY0100
 CY0100_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYA450644(NAD 83)
 CY0100_MARKER: DB = BENCH MARK DISK
 CY0100_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0100_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0100_STAMPING: F 265 1953
 CY0100_PROJECTION: PROJECTING 1 CENTIMETERS
 CY0100_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0100+STABILITY: SURFACE MOTION
 CY0100_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CY0100+SATELLITE: SATELLITE OBSERVATIONS - December 23, 2004
 CY0100
 CY0100  HISTORY     - Date     Condition        Report By
 CY0100  HISTORY     - 1953     MONUMENTED       CGS
 CY0100  HISTORY     - 1979     GOOD             NGS
 CY0100  HISTORY     - 20041223 GOOD             NGS
 CY0100
 CY0100                          STATION DESCRIPTION
 CY0100
 CY0100'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 CY0100'20.95 MI SE FROM LORDSBURG.
 CY0100'20.95 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 CY0100'STATION AT LORDSBURG, 1.05 MILES SOUTHEAST OF THE POST OFFICE AT
 CY0100'SEPAR, 0.2 MILE NORTHWEST OF BENCH MARK W 265, 99 FEET WEST OF
 CY0100'SEMAPHORE 11695, 48 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 53 FEET
 CY0100'NORTHEAST OF A FENCE, 2.4 FEET SOUTHEAST OF A WITNESS POST, SET IN THE
 CY0100'TOP OF A CONCRETE POST WHICH PROJECTS 0.8 FOOT ABOVE THE GROUND.
 CY0100
 CY0100                          STATION RECOVERY (1979)
 CY0100
 CY0100'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CY0100'34.0 KILOMETERS (21.1 MILES) SOUTHEAST ALONG THE SOUTHERN PACIFIC
 CY0100'RAILROAD FROM ITS STATION IN LORDSBURG, 0.8 KILOMETER (0.5 MILE)
 CY0100'SOUTHEAST OF RAILROAD MILE POST 1169, 0.1 KILOMETER (0.05 MILE)
 CY0100'NORTHWEST OF INTERSTATE HIGHWAY 10 MILE POST 44, AT SEMAPHORE 1169.4,
 CY0100'14.8 METERS (48.4 FEET) SOUTHWEST OF THE SOUTHWEST RAIL, 37.8 METERS
 CY0100'(124 FEET) SOUTHEAST OF THE FIRST TELEGRAPH POLE NORTHWEST OF THE
 CY0100'SEMAPHORE, 28.4 METERS (93 FEET) WEST OF THE WEST CORNER OF THE
 CY0100'SEMAPHORE AND 3.3 METERS (10.9 FEET) SOUTHWEST OF THE CENTERLINE OF
 CY0100'THE RAILROAD MAINTENANCE ROAD.
 CY0100'THE MARK IS 0.4 METERS  NW FROM A WITNESS POST.
 CY0100'THE MARK IS 1.0 M BELOW THE TRACKS.
 CY0100
 CY0100                          STATION RECOVERY (2004)
 CY0100
 CY0100'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004
 CY0100'SOUTHERN PACIFIC RR IS NOW UNION PACIFIC RR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1132 ***********************************************************************
 GL1132  DESIGNATION -  F 266
 GL1132  PID         -  GL1132
 GL1132  STATE/COUNTY-  NM/UNION
 GL1132  USGS QUAD   -  DES MOINES (1972)
 GL1132
 GL1132                         *CURRENT SURVEY CONTROL
 GL1132  ___________________________________________________________________
 GL1132* NAD 83(1986)-  36 47 08.     (N)    103 45 20.     (W)     SCALED    
 GL1132* NAVD 88     -      1970.084  (meters)    6463.52   (feet)  ADJUSTED  
 GL1132  ___________________________________________________________________
 GL1132  GEOID HEIGHT-         -19.50  (meters)                     GEOID03
 GL1132  DYNAMIC HT  -        1967.656 (meters)    6455.55  (feet)  COMP
 GL1132  MODELED GRAV-     979,327.4   (mgal)                       NAVD 88
 GL1132
 GL1132  VERT ORDER  -  SECOND    CLASS 0
 GL1132
 GL1132.The horizontal coordinates were scaled from a topographic map and have
 GL1132.an estimated accuracy of +/- 6 seconds.
 GL1132
 GL1132.The orthometric height was determined by differential leveling
 GL1132.and adjusted by the National Geodetic Survey in June 1991..
 GL1132
 GL1132.The geoid height was determined by GEOID03.
 GL1132
 GL1132.The dynamic height is computed by dividing the NAVD 88
 GL1132.geopotential number by the normal gravity value computed on the
 GL1132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL1132.degrees latitude (g = 980.6199 gals.).
 GL1132
 GL1132.The modeled gravity was interpolated from observed gravity values.
 GL1132
 GL1132;                    North         East    Units  Estimated Accuracy
 GL1132;SPC NM E     -   641,840.      216,570.      MT  (+/- 180 meters Scaled)
 GL1132
 GL1132                          SUPERSEDED SURVEY CONTROL
 GL1132
 GL1132  NGVD 29 (??/??/92) 1969.143  (m)         6460.43   (f) ADJ UNCH    2 0
 GL1132
 GL1132.Superseded values are not recommended for survey control.
 GL1132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1132.See file dsdata.txt to determine how the superseded data were derived.
 GL1132
 GL1132_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA110718(NAD 83)
 GL1132_MARKER: DB = BENCH MARK DISK
 GL1132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL1132_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL1132_STAMPING: F 266 1955
 GL1132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL1132+STABILITY: SURFACE MOTION
 GL1132
 GL1132  HISTORY     - Date     Condition        Report By
 GL1132  HISTORY     - 1955     MONUMENTED       CGS
 GL1132
 GL1132                          STATION DESCRIPTION
 GL1132
 GL1132'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GL1132'8.7 MI E FROM DES MOINES.
 GL1132'1.25 MILES NORTHWEST ALONG STATE HIGHWAY 72 FROM THE COLORADO AND
 GL1132'SOUTHERN RAILROAD STATION AT DES MOINES, THENCE 1.45 MILES NORTH ALONG
 GL1132'A TRACK ROAD, THENCE 2.0 MILES EAST ALONG A TRACK ROAD, THENCE 1.0
 GL1132'MILE SOUTH ALONG A TRACK ROAD, THENCE 3.0 MILES EAST ALONG A GRADED
 GL1132'DIRT ROAD, 36 FEET SOUTH OF THE CENTER LINE OF A ROAD, 10 FEET WEST OF
 GL1132'A FENCE, 2.5 FEET NORTH OF A FENCE, 2.6 FEET EAST OF A WITNESS POST,
 GL1132'0.45 MILE EAST OF A FARMHOUSE, SET IN THE TOP OF A CONCRETE POST WHICH
 GL1132'PROJECTS 0.8 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1066 ***********************************************************************
 GL1066  DESIGNATION -  F 267
 GL1066  PID         -  GL1066
 GL1066  STATE/COUNTY-  NM/UNION
 GL1066  USGS QUAD   -  GRENVILLE SW (1973)
 GL1066
 GL1066                         *CURRENT SURVEY CONTROL
 GL1066  ___________________________________________________________________
 GL1066* NAD 83(1986)-  36 36 48.     (N)    103 40 19.     (W)     SCALED    
 GL1066* NAVD 88     -      1864.545  (meters)    6117.26   (feet)  ADJUSTED  
 GL1066  ___________________________________________________________________
 GL1066  GEOID HEIGHT-         -19.82  (meters)                     GEOID03
 GL1066  DYNAMIC HT  -        1862.256 (meters)    6109.75  (feet)  COMP
 GL1066  MODELED GRAV-     979,337.0   (mgal)                       NAVD 88
 GL1066
 GL1066  VERT ORDER  -  FIRST     CLASS II
 GL1066
 GL1066.The horizontal coordinates were scaled from a topographic map and have
 GL1066.an estimated accuracy of +/- 6 seconds.
 GL1066
 GL1066.The orthometric height was determined by differential leveling
 GL1066.and adjusted by the National Geodetic Survey in June 1991..
 GL1066
 GL1066.The geoid height was determined by GEOID03.
 GL1066
 GL1066.The dynamic height is computed by dividing the NAVD 88
 GL1066.geopotential number by the normal gravity value computed on the
 GL1066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL1066.degrees latitude (g = 980.6199 gals.).
 GL1066
 GL1066.The modeled gravity was interpolated from observed gravity values.
 GL1066
 GL1066;                    North         East    Units  Estimated Accuracy
 GL1066;SPC NM E     -   622,770.      224,160.      MT  (+/- 180 meters Scaled)
 GL1066
 GL1066                          SUPERSEDED SURVEY CONTROL
 GL1066
 GL1066  NGVD 29 (??/??/92) 1863.653  (m)         6114.33   (f) ADJ UNCH    1 2
 GL1066
 GL1066.Superseded values are not recommended for survey control.
 GL1066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1066.See file dsdata.txt to determine how the superseded data were derived.
 GL1066
 GL1066_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA187528(NAD 83)
 GL1066_MARKER: DB = BENCH MARK DISK
 GL1066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL1066_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL1066_STAMPING: F 267 1955
 GL1066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL1066+STABILITY: SURFACE MOTION
 GL1066_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GL1066+SATELLITE: SATELLITE OBSERVATIONS - August 10, 2005
 GL1066
 GL1066  HISTORY     - Date     Condition        Report By
 GL1066  HISTORY     - 1955     MONUMENTED       CGS
 GL1066  HISTORY     - 1973     GOOD             USGS
 GL1066  HISTORY     - 20040806 GOOD             USPSQD
 GL1066  HISTORY     - 20050810 GOOD             USPSQD
 GL1066
 GL1066                          STATION DESCRIPTION
 GL1066
 GL1066'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 GL1066'3.7 MI NW FROM GRENVILLE.
 GL1066'GRENVILLE, 3.7 MILES NORTHWEST OF ALONG THE COLORADO AND SOUTHERN
 GL1066'RAILWAY, 0.4 MILE EAST OF A CURVE, 0.25 MILE WEST OF THE TOP OF A
 GL1066'HILL, 140 FEET EAST OF THE SOUTH END OF A CULVERT UNDER THE RAILROAD,
 GL1066'40.5 FEET SOUTH OF THE SOUTH RAIL, 116 FEET NORTH OF THE CENTERLINE OF
 GL1066'U.S. HIGHWAY 64 AND 87, 31 FEET WEST OF A TELEPHONE POLE, 2.2 FEET
 GL1066'NORTHEAST OF A WOODEN WITNESS POST, SET IN THE TOP OF A CONCRETE POST,
 GL1066'A STANDARD DISK STAMPED F 267 1955.
 GL1066
 GL1066                          STATION RECOVERY (2004)
 GL1066
 GL1066'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 GL1066'RECOVERED IN GOOD CONDITION.
 GL1066
 GL1066                          STATION RECOVERY (2005)
 GL1066
 GL1066'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 GL1066'FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0402 ***********************************************************************
 GL0402  DESIGNATION -  F 268
 GL0402  PID         -  GL0402
 GL0402  STATE/COUNTY-  NM/UNION
 GL0402  USGS QUAD   -  BOILER GAP (1972)
 GL0402
 GL0402                         *CURRENT SURVEY CONTROL
 GL0402  ___________________________________________________________________
 GL0402* NAD 83(1986)-  36 39 21.     (N)    103 28 13.     (W)     SCALED    
 GL0402* NAVD 88     -      1741.975  (meters)    5715.13   (feet)  ADJUSTED  
 GL0402  ___________________________________________________________________
 GL0402  GEOID HEIGHT-         -20.67  (meters)                     GEOID03
 GL0402  DYNAMIC HT  -        1739.876 (meters)    5708.24  (feet)  COMP
 GL0402  MODELED GRAV-     979,364.7   (mgal)                       NAVD 88
 GL0402
 GL0402  VERT ORDER  -  SECOND    CLASS 0
 GL0402
 GL0402.The horizontal coordinates were scaled from a topographic map and have
 GL0402.an estimated accuracy of +/- 6 seconds.
 GL0402
 GL0402.The orthometric height was determined by differential leveling
 GL0402.and adjusted by the National Geodetic Survey in June 1991..
 GL0402
 GL0402.The geoid height was determined by GEOID03.
 GL0402
 GL0402.The dynamic height is computed by dividing the NAVD 88
 GL0402.geopotential number by the normal gravity value computed on the
 GL0402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0402.degrees latitude (g = 980.6199 gals.).
 GL0402
 GL0402.The modeled gravity was interpolated from observed gravity values.
 GL0402
 GL0402;                    North         East    Units  Estimated Accuracy
 GL0402;SPC NM E     -   627,630.      242,160.      MT  (+/- 180 meters Scaled)
 GL0402
 GL0402                          SUPERSEDED SURVEY CONTROL
 GL0402
 GL0402  NGVD 29 (??/??/92) 1741.144  (m)         5712.40   (f) ADJ UNCH    2 0
 GL0402
 GL0402.Superseded values are not recommended for survey control.
 GL0402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0402.See file dsdata.txt to determine how the superseded data were derived.
 GL0402
 GL0402_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA367577(NAD 83)
 GL0402_MARKER: DB = BENCH MARK DISK
 GL0402_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0402_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0402_STAMPING: F 268 1955
 GL0402_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0402+STABILITY: SURFACE MOTION
 GL0402
 GL0402  HISTORY     - Date     Condition        Report By
 GL0402  HISTORY     - 1955     MONUMENTED       CGS
 GL0402
 GL0402                          STATION DESCRIPTION
 GL0402
 GL0402'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GL0402'10.4 MI N FROM MOUNT DORA.
 GL0402'0.1 MILE NORTHWEST ALONG THE COLORADO AND SOUTHERN RAILROAD FROM THE
 GL0402'WATER TANK AT MOUNT DORA, THENCE 9.3 MILES NORTH ALONG A GRADED DIRT
 GL0402'ROAD, THENCE 1.0 MILE EAST ALONG A TRACK ROAD, ON THE OUTSIDE OF A
 GL0402'CURVE IN THE ROAD, 59 FEET EAST OF A FENCE, 91 FEET NORTHWEST OF THE
 GL0402'CENTER LINE OF A GRADED DIRT ROAD, 42 FEET NORTH OF THE CENTER LINE OF
 GL0402'A TRACK ROAD, 2 FEET SOUTH OF A FENCE, 2.2 FEET WEST OF A WITNESS
 GL0402'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE
 GL0402'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1217 ***********************************************************************
 GL1217  DESIGNATION -  F 269
 GL1217  PID         -  GL1217
 GL1217  STATE/COUNTY-  NM/UNION
 GL1217  USGS QUAD   -  FIDDLER SPRINGS (1972)
 GL1217
 GL1217                         *CURRENT SURVEY CONTROL
 GL1217  ___________________________________________________________________
 GL1217* NAD 83(1986)-  36 50 23.     (N)    103 32 42.     (W)     SCALED    
 GL1217* NAVD 88     -      1792.989  (meters)    5882.50   (feet)  ADJUSTED  
 GL1217  ___________________________________________________________________
 GL1217  GEOID HEIGHT-         -20.37  (meters)                     GEOID03
 GL1217  DYNAMIC HT  -        1790.840 (meters)    5875.45  (feet)  COMP
 GL1217  MODELED GRAV-     979,368.2   (mgal)                       NAVD 88
 GL1217
 GL1217  VERT ORDER  -  SECOND    CLASS 0
 GL1217
 GL1217.The horizontal coordinates were scaled from a topographic map and have
 GL1217.an estimated accuracy of +/- 6 seconds.
 GL1217
 GL1217.The orthometric height was determined by differential leveling
 GL1217.and adjusted by the National Geodetic Survey in June 1991..
 GL1217
 GL1217.The geoid height was determined by GEOID03.
 GL1217
 GL1217.The dynamic height is computed by dividing the NAVD 88
 GL1217.geopotential number by the normal gravity value computed on the
 GL1217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL1217.degrees latitude (g = 980.6199 gals.).
 GL1217
 GL1217.The modeled gravity was interpolated from observed gravity values.
 GL1217
 GL1217;                    North         East    Units  Estimated Accuracy
 GL1217;SPC NM E     -   647,980.      235,310.      MT  (+/- 180 meters Scaled)
 GL1217
 GL1217                          SUPERSEDED SURVEY CONTROL
 GL1217
 GL1217  NGVD 29 (??/??/92) 1792.112  (m)         5879.62   (f) ADJ UNCH    2 0
 GL1217
 GL1217.Superseded values are not recommended for survey control.
 GL1217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1217.See file dsdata.txt to determine how the superseded data were derived.
 GL1217
 GL1217_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA297780(NAD 83)
 GL1217_MARKER: DB = BENCH MARK DISK
 GL1217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL1217_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL1217_STAMPING: F 269 1955
 GL1217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL1217+STABILITY: SURFACE MOTION
 GL1217
 GL1217  HISTORY     - Date     Condition        Report By
 GL1217  HISTORY     - 1955     MONUMENTED       CGS
 GL1217
 GL1217                          STATION DESCRIPTION
 GL1217
 GL1217'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GL1217'44.65 MI NW FROM CLAYTON.
 GL1217'38.75 MILES NORTHWEST ALONG STATE ROAD 370 FROM ITS JUNCTION WITH U.S.
 GL1217'HIGHWAYS 64 AND 87 AT CLAYTON, THENCE 5.9 MILES WEST ALONG A GRADED
 GL1217'DIRT ROAD, 0.3 MILE SOUTHWEST OF A JUNCTION WITH A TRACK ROAD LEADING
 GL1217'SOUTHWEST, 0.3 MILE SOUTHWEST OF A CATTLE GUARD, 0.2 MILE EAST OF A
 GL1217'NORTH AND SOUTH FENCE, 0.15 MILE NORTH OF AN EAST AND WEST FENCE, 89
 GL1217'FEET SOUTHWEST OF THE CENTER LINE OF A ROAD, 3 FEET NORTHWEST OF A
 GL1217'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 1.2
 GL1217'FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0133 ***********************************************************************
 FO0133  DESIGNATION -  F 27
 FO0133  PID         -  FO0133
 FO0133  STATE/COUNTY-  NM/SANDOVAL
 FO0133  USGS QUAD   -  SAN FELIPE PUEBLO (1990)
 FO0133
 FO0133                         *CURRENT SURVEY CONTROL
 FO0133  ___________________________________________________________________
 FO0133* NAD 83(1986)-  35 24 44.     (N)    106 27 07.     (W)     SCALED    
 FO0133* NAVD 88     -      1557.436  (meters)    5109.69   (feet)  ADJUSTED  
 FO0133  ___________________________________________________________________
 FO0133  GEOID HEIGHT-         -20.72  (meters)                     GEOID03
 FO0133  DYNAMIC HT  -        1555.308 (meters)    5102.71  (feet)  COMP
 FO0133  MODELED GRAV-     979,213.8   (mgal)                       NAVD 88
 FO0133
 FO0133  VERT ORDER  -  FIRST     CLASS II
 FO0133
 FO0133.The horizontal coordinates were scaled from a topographic map and have
 FO0133.an estimated accuracy of +/- 6 seconds.
 FO0133
 FO0133.The orthometric height was determined by differential leveling
 FO0133.and adjusted by the National Geodetic Survey in June 1991..
 FO0133
 FO0133.The geoid height was determined by GEOID03.
 FO0133
 FO0133.The dynamic height is computed by dividing the NAVD 88
 FO0133.geopotential number by the normal gravity value computed on the
 FO0133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0133.degrees latitude (g = 980.6199 gals.).
 FO0133
 FO0133.The modeled gravity was interpolated from observed gravity values.
 FO0133
 FO0133;                    North         East    Units  Estimated Accuracy
 FO0133;SPC NM C     -   489,320.      481,660.      MT  (+/- 180 meters Scaled)
 FO0133
 FO0133                          SUPERSEDED SURVEY CONTROL
 FO0133
 FO0133.No superseded survey control is available for this station.
 FO0133
 FO0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV681197(NAD 83)
 FO0133_MARKER: DB = BENCH MARK DISK
 FO0133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FO0133_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FO0133_STAMPING: F 27 1933 5106.735
 FO0133_MARK LOGO: CGS   
 FO0133_PROJECTION: PROJECTING 10 CENTIMETERS
 FO0133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO0133+STABILITY: SURFACE MOTION
 FO0133
 FO0133  HISTORY     - Date     Condition        Report By
 FO0133  HISTORY     - 1933     MONUMENTED       CGS
 FO0133  HISTORY     - 1951     GOOD             NGS
 FO0133  HISTORY     - 1984     GOOD             NGS
 FO0133
 FO0133                          STATION DESCRIPTION
 FO0133
 FO0133'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 FO0133'9.5 MI NE FROM BERNALILLO.
 FO0133'9.5 MILES NORTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 FO0133'FROM THE STATION AT BERNALILLO, 14 POLES SOUTH OF MILEPOST 876, 3
 FO0133'POLES NORTH OF THE STATION SIGN AT NUEVE, 45 FEET EAST OF THE EAST
 FO0133'RAIL, 1 FOOT WEST OF A FENCE, 3 FEET NORTH OF A WITNESS POST, SET IN
 FO0133'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
 FO0133
 FO0133                          STATION RECOVERY (1984)
 FO0133
 FO0133'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FO0133'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  13.6 KM
 FO0133'(8.45 MI) NORTHEAST ALONG THE ATCHISON TOPEKA AND SANTA FE RAILROAD
 FO0133'FROM ITS JUNCTION WITH STATE HIGHWAY 44 IN BERNALILLO, 0.8 KM (0.5 MI)
 FO0133'SOUTHWEST OF MILEPOST 876, 13.8 M (45.3 FT) SOUTHEAST OF THE NEAR
 FO0133'RAIL, 4.6 M (15.1 FT) SOUTH OF A UTILITY POLE, AND 0.3 M (1.0 FT)
 FO0133'NORTHWEST OF A FENCE.
 FO0133'THE MARK IS 0.9 METERS  N FROM  A WITNESS POST
 FO0133'THE MARK IS 0.9 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0429 ***********************************************************************
 GL0429  DESIGNATION -  F 270
 GL0429  PID         -  GL0429
 GL0429  STATE/COUNTY-  NM/UNION
 GL0429  USGS QUAD   -  RABBIT EAR MOUNTAIN (1972)
 GL0429
 GL0429                         *CURRENT SURVEY CONTROL
 GL0429  ___________________________________________________________________
 GL0429* NAD 83(1986)-  36 30 09.     (N)    103 14 08.     (W)     SCALED    
 GL0429* NAVD 88     -      1593.990  (meters)    5229.62   (feet)  ADJUSTED  
 GL0429  ___________________________________________________________________
 GL0429  GEOID HEIGHT-         -21.75  (meters)                     GEOID03
 GL0429  DYNAMIC HT  -        1592.104 (meters)    5223.43  (feet)  COMP
 GL0429  MODELED GRAV-     979,392.3   (mgal)                       NAVD 88
 GL0429
 GL0429  VERT ORDER  -  SECOND    CLASS 0
 GL0429
 GL0429.The horizontal coordinates were scaled from a topographic map and have
 GL0429.an estimated accuracy of +/- 6 seconds.
 GL0429
 GL0429.The orthometric height was determined by differential leveling
 GL0429.and adjusted by the National Geodetic Survey in June 1991..
 GL0429
 GL0429.The geoid height was determined by GEOID03.
 GL0429
 GL0429.The dynamic height is computed by dividing the NAVD 88
 GL0429.geopotential number by the normal gravity value computed on the
 GL0429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0429.degrees latitude (g = 980.6199 gals.).
 GL0429
 GL0429.The modeled gravity was interpolated from observed gravity values.
 GL0429
 GL0429;                    North         East    Units  Estimated Accuracy
 GL0429;SPC NM E     -   610,830.      263,340.      MT  (+/- 180 meters Scaled)
 GL0429
 GL0429                          SUPERSEDED SURVEY CONTROL
 GL0429
 GL0429  NGVD 29 (??/??/92) 1593.245  (m)         5227.17   (f) ADJ UNCH    2 0
 GL0429
 GL0429.Superseded values are not recommended for survey control.
 GL0429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0429.See file dsdata.txt to determine how the superseded data were derived.
 GL0429
 GL0429_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA580411(NAD 83)
 GL0429_MARKER: DB = BENCH MARK DISK
 GL0429_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0429_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0429_STAMPING: F 270 1955
 GL0429_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0429+STABILITY: SURFACE MOTION
 GL0429
 GL0429  HISTORY     - Date     Condition        Report By
 GL0429  HISTORY     - 1955     MONUMENTED       CGS
 GL0429
 GL0429                          STATION DESCRIPTION
 GL0429
 GL0429'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GL0429'4.85 MI NW FROM CLAYTON.
 GL0429'4.85 MILES NORTHWEST ALONG STATE ROAD 370 FROM ITS JUNCTION WITH U.S.
 GL0429'HIGHWAYS 64 AND 87 AT CLAYTON, ON TOP OF A HILL, 351 FEET SOUTHEAST OF
 GL0429'THE CENTER OF A DRAW, 293 FEET SOUTHEAST OF A FENCE CORNER, 44 FEET
 GL0429'NORTHEAST OF THE CENTER LINE OF THE ROAD, 1.8 FEET SOUTHWEST OF A
 GL0429'FENCE, 1.8 FEET NORTHWEST OF A WITNESS POST, SET IN THE TOP OF A
 GL0429'CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1195 ***********************************************************************
 GL1195  DESIGNATION -  F 271
 GL1195  PID         -  GL1195
 GL1195  STATE/COUNTY-  NM/UNION
 GL1195  USGS QUAD   -  CROSS L RANCH (1972)
 GL1195
 GL1195                         *CURRENT SURVEY CONTROL
 GL1195  ___________________________________________________________________
 GL1195* NAD 83(1986)-  36 54 12.     (N)    103 39 22.     (W)     SCALED    
 GL1195* NAVD 88     -      1817.561  (meters)    5963.11   (feet)  ADJUSTED  
 GL1195  ___________________________________________________________________
 GL1195  GEOID HEIGHT-         -20.00  (meters)                     GEOID03
 GL1195  DYNAMIC HT  -        1815.360 (meters)    5955.89  (feet)  COMP
 GL1195  MODELED GRAV-     979,355.8   (mgal)                       NAVD 88
 GL1195
 GL1195  VERT ORDER  -  SECOND    CLASS 0
 GL1195
 GL1195.The horizontal coordinates were scaled from a topographic map and have
 GL1195.an estimated accuracy of +/- 6 seconds.
 GL1195
 GL1195.The orthometric height was determined by differential leveling
 GL1195.and adjusted by the National Geodetic Survey in June 1991..
 GL1195
 GL1195.The geoid height was determined by GEOID03.
 GL1195
 GL1195.The dynamic height is computed by dividing the NAVD 88
 GL1195.geopotential number by the normal gravity value computed on the
 GL1195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL1195.degrees latitude (g = 980.6199 gals.).
 GL1195
 GL1195.The modeled gravity was interpolated from observed gravity values.
 GL1195
 GL1195;                    North         East    Units  Estimated Accuracy
 GL1195;SPC NM E     -   654,960.      225,350.      MT  (+/- 180 meters Scaled)
 GL1195
 GL1195                          SUPERSEDED SURVEY CONTROL
 GL1195
 GL1195  NGVD 29 (??/??/92) 1816.646  (m)         5960.11   (f) ADJ UNCH    2 0
 GL1195
 GL1195.Superseded values are not recommended for survey control.
 GL1195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1195.See file dsdata.txt to determine how the superseded data were derived.
 GL1195
 GL1195_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA197849(NAD 83)
 GL1195_MARKER: DB = BENCH MARK DISK
 GL1195_SETTING: 66 = SET IN ROCK OUTCROP
 GL1195_SP_SET: LIMESTONE OUTCROP
 GL1195_STAMPING: F 271 1955
 GL1195_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GL1195+STABILITY: POSITION/ELEVATION WELL
 GL1195
 GL1195  HISTORY     - Date     Condition        Report By
 GL1195  HISTORY     - 1955     MONUMENTED       CGS
 GL1195
 GL1195                          STATION DESCRIPTION
 GL1195
 GL1195'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GL1195'20.55 MI E FROM FOLSOM.
 GL1195'19.0 MILES EAST ALONG STATE ROAD 325 FROM THE COLORADO AND SOUTHERN
 GL1195'RAILROAD STATION AT FOLSOM, THENCE 1.55 MILES SOUTH ALONG A WINDING
 GL1195'DIRT ROAD, 10 FEET NORTH OF THE CENTER LINE OF THE ROAD, 6.0 FEET
 GL1195'ABOVE THE GROUND, SET IN THE TOP OF A LARGE LIMESTONE OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0491 ***********************************************************************
 GL0491  DESIGNATION -  F 272
 GL0491  PID         -  GL0491
 GL0491  STATE/COUNTY-  NM/UNION
 GL0491  USGS QUAD   -  GUY (1972)
 GL0491
 GL0491                         *CURRENT SURVEY CONTROL
 GL0491  ___________________________________________________________________
 GL0491* NAD 83(1986)-  36 47 08.     (N)    103 22 43.     (W)     SCALED    
 GL0491* NAVD 88     -      1674.659  (meters)    5494.28   (feet)  ADJUSTED  
 GL0491  ___________________________________________________________________
 GL0491  GEOID HEIGHT-         -21.05  (meters)                     GEOID03
 GL0491  DYNAMIC HT  -        1672.674 (meters)    5487.76  (feet)  COMP
 GL0491  MODELED GRAV-     979,386.8   (mgal)                       NAVD 88
 GL0491
 GL0491  VERT ORDER  -  SECOND    CLASS 0
 GL0491
 GL0491.The horizontal coordinates were scaled from a topographic map and have
 GL0491.an estimated accuracy of +/- 6 seconds.
 GL0491
 GL0491.The orthometric height was determined by differential leveling
 GL0491.and adjusted by the National Geodetic Survey in June 1991..
 GL0491
 GL0491.The geoid height was determined by GEOID03.
 GL0491
 GL0491.The dynamic height is computed by dividing the NAVD 88
 GL0491.geopotential number by the normal gravity value computed on the
 GL0491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0491.degrees latitude (g = 980.6199 gals.).
 GL0491
 GL0491.The modeled gravity was interpolated from observed gravity values.
 GL0491
 GL0491;                    North         East    Units  Estimated Accuracy
 GL0491;SPC NM E     -   642,110.      250,210.      MT  (+/- 180 meters Scaled)
 GL0491
 GL0491                          SUPERSEDED SURVEY CONTROL
 GL0491
 GL0491  NGVD 29 (??/??/92) 1673.836  (m)         5491.58   (f) ADJ UNCH    2 0
 GL0491
 GL0491.Superseded values are not recommended for survey control.
 GL0491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0491.See file dsdata.txt to determine how the superseded data were derived.
 GL0491
 GL0491_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA446723(NAD 83)
 GL0491_MARKER: DB = BENCH MARK DISK
 GL0491_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0491_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0491_STAMPING: F 272 1955
 GL0491_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0491+STABILITY: SURFACE MOTION
 GL0491
 GL0491  HISTORY     - Date     Condition        Report By
 GL0491  HISTORY     - 1955     MONUMENTED       CGS
 GL0491
 GL0491                          STATION DESCRIPTION
 GL0491
 GL0491'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GL0491'31.85 MI NW FROM CLAYTON.
 GL0491'31.85 MILES NORTHWEST ALONG STATE ROAD 370 FROM ITS JUNCTION WITH U.S.
 GL0491'HIGHWAYS 64 AND 87 AT CLAYTON, AT THE CROSSING OF A PIPE LINE, 45 FEET
 GL0491'SOUTH OF THE CENTER LINE OF THE STATE ROAD, 24 FEET SOUTHWEST OF THE
 GL0491'CENTER LINE OF A TRACK ROAD, 81 FEET WEST OF A POWER POLE, 7.5 FEET
 GL0491'SOUTHWEST OF THE PIPE LINE, 2.4 FEET SOUTH OF A FENCE, 2 FEET WEST OF
 GL0491'A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6
 GL0491'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0514 ***********************************************************************
 GL0514  DESIGNATION -  F 273
 GL0514  PID         -  GL0514
 GL0514  STATE/COUNTY-  NM/UNION
 GL0514  USGS QUAD   -  MOSES (1972)
 GL0514
 GL0514                         *CURRENT SURVEY CONTROL
 GL0514  ___________________________________________________________________
 GL0514* NAD 83(1986)-  36 44 54.     (N)    103 07 20.     (W)     SCALED    
 GL0514* NAVD 88     -      1511.432  (meters)    4958.76   (feet)  ADJUSTED  
 GL0514  ___________________________________________________________________
 GL0514  GEOID HEIGHT-         -22.03  (meters)                     GEOID03
 GL0514  DYNAMIC HT  -        1509.687 (meters)    4953.03  (feet)  COMP
 GL0514  MODELED GRAV-     979,423.5   (mgal)                       NAVD 88
 GL0514
 GL0514  VERT ORDER  -  SECOND    CLASS 0
 GL0514
 GL0514.The horizontal coordinates were scaled from a topographic map and have
 GL0514.an estimated accuracy of +/- 6 seconds.
 GL0514
 GL0514.The orthometric height was determined by differential leveling
 GL0514.and adjusted by the National Geodetic Survey in June 1991..
 GL0514
 GL0514.The geoid height was determined by GEOID03.
 GL0514
 GL0514.The dynamic height is computed by dividing the NAVD 88
 GL0514.geopotential number by the normal gravity value computed on the
 GL0514.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0514.degrees latitude (g = 980.6199 gals.).
 GL0514
 GL0514.The modeled gravity was interpolated from observed gravity values.
 GL0514
 GL0514;                    North         East    Units  Estimated Accuracy
 GL0514;SPC NM E     -   638,230.      273,150.      MT  (+/- 180 meters Scaled)
 GL0514
 GL0514                          SUPERSEDED SURVEY CONTROL
 GL0514
 GL0514  NGVD 29 (??/??/92) 1510.703  (m)         4956.36   (f) ADJ UNCH    2 0
 GL0514
 GL0514.Superseded values are not recommended for survey control.
 GL0514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0514.See file dsdata.txt to determine how the superseded data were derived.
 GL0514
 GL0514_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA676685(NAD 83)
 GL0514_MARKER: DB = BENCH MARK DISK
 GL0514_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0514_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0514_STAMPING: F 273 1955
 GL0514_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0514+STABILITY: SURFACE MOTION
 GL0514
 GL0514  HISTORY     - Date     Condition        Report By
 GL0514  HISTORY     - 1955     MONUMENTED       CGS
 GL0514
 GL0514                          STATION DESCRIPTION
 GL0514
 GL0514'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GL0514'15.2 MI N FROM SENECA.
 GL0514'9.2 MILES NORTHEAST ALONG STATE HIGHWAY 18 FROM THE POST OFFICE AT
 GL0514'SENECA, THENCE 2.0 MILES NORTH ALONG A GRADED DIRT ROAD, THENCE 4.0
 GL0514'MILES WEST ALONG A GRADED DIRT ROAD, 0.2 MILE EAST OF A NORTH AND
 GL0514'SOUTH FENCE, 0.1 MILE NORTHEAST OF A STOCK POND, 136 FEET SOUTH OF A
 GL0514'FENCE, 114 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 2.3 FEET
 GL0514'SOUTHWEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 GL0514'PROJECTS 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0419 ***********************************************************************
 GL0419  DESIGNATION -  F 274
 GL0419  PID         -  GL0419
 GL0419  STATE/COUNTY-  NM/UNION
 GL0419  USGS QUAD   -  SENECA (1972)
 GL0419
 GL0419                         *CURRENT SURVEY CONTROL
 GL0419  ___________________________________________________________________
 GL0419* NAD 83(1986)-  36 39 18.     (N)    103 10 52.     (W)     SCALED    
 GL0419* NAVD 88     -      1536.496  (meters)    5040.99   (feet)  ADJUSTED  
 GL0419  ___________________________________________________________________
 GL0419  GEOID HEIGHT-         -21.80  (meters)                     GEOID03
 GL0419  DYNAMIC HT  -        1534.720 (meters)    5035.16  (feet)  COMP
 GL0419  MODELED GRAV-     979,421.1   (mgal)                       NAVD 88
 GL0419
 GL0419  VERT ORDER  -  SECOND    CLASS 0
 GL0419
 GL0419.The horizontal coordinates were scaled from a topographic map and have
 GL0419.an estimated accuracy of +/- 6 seconds.
 GL0419
 GL0419.The orthometric height was determined by differential leveling
 GL0419.and adjusted by the National Geodetic Survey in June 1991..
 GL0419
 GL0419.The geoid height was determined by GEOID03.
 GL0419
 GL0419.The dynamic height is computed by dividing the NAVD 88
 GL0419.geopotential number by the normal gravity value computed on the
 GL0419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0419.degrees latitude (g = 980.6199 gals.).
 GL0419
 GL0419.The modeled gravity was interpolated from observed gravity values.
 GL0419
 GL0419;                    North         East    Units  Estimated Accuracy
 GL0419;SPC NM E     -   627,810.      268,020.      MT  (+/- 180 meters Scaled)
 GL0419
 GL0419                          SUPERSEDED SURVEY CONTROL
 GL0419
 GL0419  NGVD 29 (??/??/92) 1535.776  (m)         5038.63   (f) ADJ UNCH    2 0
 GL0419
 GL0419.Superseded values are not recommended for survey control.
 GL0419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0419.See file dsdata.txt to determine how the superseded data were derived.
 GL0419
 GL0419_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA625581(NAD 83)
 GL0419_MARKER: DB = BENCH MARK DISK
 GL0419_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0419_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0419_STAMPING: F 274 1955
 GL0419_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0419+STABILITY: SURFACE MOTION
 GL0419
 GL0419  HISTORY     - Date     Condition        Report By
 GL0419  HISTORY     - 1955     MONUMENTED       CGS
 GL0419
 GL0419                          STATION DESCRIPTION
 GL0419
 GL0419'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GL0419'4.9 MI NW FROM SENECA.
 GL0419'0.85 MILE NORTH ALONG STATE HIGHWAY 18 FROM THE POST OFFICE AT SENECA,
 GL0419'THENCE 3.05 MILES WEST ALONG A GRADED DIRT ROAD, THENCE 1.0 MILE NORTH
 GL0419'ALONG A GRADED DIRT ROAD, ON THE OUTSIDE OF A CURVE IN THE ROAD, 48
 GL0419'FEET WEST OF THE CENTER LINE OF A GRADED DIRT ROAD LEADING NORTH, 19
 GL0419'FEET WEST OF A POWER POLE, IN LINE WITH A ROW OF POWER POLES, 1.7 FEET
 GL0419'NORTH OF A FENCE, 2.2 FEET EAST OF A WITNESS POST, SET IN THE TOP OF A
 GL0419'CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1263 ***********************************************************************
 GL1263  DESIGNATION -  F 275
 GL1263  PID         -  GL1263
 GL1263  STATE/COUNTY-  NM/UNION
 GL1263  USGS QUAD   -  GRENVILLE SW (1973)
 GL1263
 GL1263                         *CURRENT SURVEY CONTROL
 GL1263  ___________________________________________________________________
 GL1263* NAD 83(1986)-  36 32 04.     (N)    103 38 58.     (W)     SCALED    
 GL1263* NAVD 88     -      1829.919  (meters)    6003.66   (feet)  ADJUSTED  
 GL1263  ___________________________________________________________________
 GL1263  GEOID HEIGHT-         -19.93  (meters)                     GEOID03
 GL1263  DYNAMIC HT  -        1827.682 (meters)    5996.32  (feet)  COMP
 GL1263  MODELED GRAV-     979,343.4   (mgal)                       NAVD 88
 GL1263
 GL1263  VERT ORDER  -  SECOND    CLASS 0
 GL1263
 GL1263.The horizontal coordinates were scaled from a topographic map and have
 GL1263.an estimated accuracy of +/- 6 seconds.
 GL1263
 GL1263.The orthometric height was determined by differential leveling
 GL1263.and adjusted by the National Geodetic Survey in June 1991..
 GL1263
 GL1263.The geoid height was determined by GEOID03.
 GL1263
 GL1263.The dynamic height is computed by dividing the NAVD 88
 GL1263.geopotential number by the normal gravity value computed on the
 GL1263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL1263.degrees latitude (g = 980.6199 gals.).
 GL1263
 GL1263.The modeled gravity was interpolated from observed gravity values.
 GL1263
 GL1263;                    North         East    Units  Estimated Accuracy
 GL1263;SPC NM E     -   614,030.      226,240.      MT  (+/- 180 meters Scaled)
 GL1263
 GL1263                          SUPERSEDED SURVEY CONTROL
 GL1263
 GL1263  NGVD 29 (??/??/92) 1829.059  (m)         6000.84   (f) ADJ UNCH    2 0
 GL1263
 GL1263.Superseded values are not recommended for survey control.
 GL1263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1263.See file dsdata.txt to determine how the superseded data were derived.
 GL1263
 GL1263_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA208440(NAD 83)
 GL1263_MARKER: DB = BENCH MARK DISK
 GL1263_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL1263_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL1263_STAMPING: F 275 1955
 GL1263_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL1263+STABILITY: SURFACE MOTION
 GL1263
 GL1263  HISTORY     - Date     Condition        Report By
 GL1263  HISTORY     - 1955     MONUMENTED       CGS
 GL1263
 GL1263                          STATION DESCRIPTION
 GL1263
 GL1263'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GL1263'5.85 MI S FROM GRENVILLE.
 GL1263'0.25 MILE WEST ALONG A GRAVELED ROAD FROM THE COLORADO AND SOUTHERN
 GL1263'RAILROAD STATION AT GRENVILLE, THENCE 5.6 MILES SOUTH ALONG STATE ROAD
 GL1263'120, 0.25 MILE SOUTH OF A RANCH HOUSE, 0.15 MILE NORTH OF A FENCE
 GL1263'LEADING WEST, 66 FEET WEST OF THE CENTER LINE OF THE STATE ROAD, 2.7
 GL1263'FEET SOUTH OF A WITNESS POST, 3.4 FEET EAST OF A FENCE, SET IN THE TOP
 GL1263'OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0717 ***********************************************************************
 FM0717  DESIGNATION -  F 276
 FM0717  PID         -  FM0717
 FM0717  STATE/COUNTY-  NM/HARDING
 FM0717  USGS QUAD   -  BUEYEROS (1973)
 FM0717
 FM0717                         *CURRENT SURVEY CONTROL
 FM0717  ___________________________________________________________________
 FM0717* NAD 83(1986)-  35 52 55.     (N)    103 41 37.     (W)     SCALED    
 FM0717* NAVD 88     -      1374.690  (meters)    4510.13   (feet)  ADJUSTED  
 FM0717  ___________________________________________________________________
 FM0717  GEOID HEIGHT-         -21.10  (meters)                     GEOID03
 FM0717  DYNAMIC HT  -        1373.054 (meters)    4504.76  (feet)  COMP
 FM0717  MODELED GRAV-     979,394.1   (mgal)                       NAVD 88
 FM0717
 FM0717  VERT ORDER  -  SECOND    CLASS 0
 FM0717
 FM0717.The horizontal coordinates were scaled from a topographic map and have
 FM0717.an estimated accuracy of +/- 6 seconds.
 FM0717
 FM0717.The orthometric height was determined by differential leveling
 FM0717.and adjusted by the National Geodetic Survey in June 1991..
 FM0717
 FM0717.The geoid height was determined by GEOID03.
 FM0717
 FM0717.The dynamic height is computed by dividing the NAVD 88
 FM0717.geopotential number by the normal gravity value computed on the
 FM0717.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0717.degrees latitude (g = 980.6199 gals.).
 FM0717
 FM0717.The modeled gravity was interpolated from observed gravity values.
 FM0717
 FM0717;                    North         East    Units  Estimated Accuracy
 FM0717;SPC NM E     -   541,610.      222,760.      MT  (+/- 180 meters Scaled)
 FM0717
 FM0717                          SUPERSEDED SURVEY CONTROL
 FM0717
 FM0717  NGVD 29 (??/??/92) 1374.043  (m)         4508.01   (f) ADJ UNCH    2 0
 FM0717
 FM0717.Superseded values are not recommended for survey control.
 FM0717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0717.See file dsdata.txt to determine how the superseded data were derived.
 FM0717
 FM0717_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFV179716(NAD 83)
 FM0717_MARKER: DB = BENCH MARK DISK
 FM0717_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0717_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0717_STAMPING: F 276 1955
 FM0717_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0717+STABILITY: SURFACE MOTION
 FM0717
 FM0717  HISTORY     - Date     Condition        Report By
 FM0717  HISTORY     - 1955     MONUMENTED       CGS
 FM0717
 FM0717                          STATION DESCRIPTION
 FM0717
 FM0717'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 FM0717'7.4 MI S FROM BUEYEROS.
 FM0717'0.5 MILE WEST ALONG STATE HIGHWAY 57 FROM THE POST OFFICE AT BUEYEROS,
 FM0717'THENCE 6.9 MILES SOUTH ALONG STATE HIGHWAY 171, 65 FEET WEST OF THE
 FM0717'SOUTHWEST END OF THE MOST NORTHERLY ONE OF 6 STEEL PIPE CULVERTS, 75
 FM0717'FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 2 FEET NORTHWEST OF
 FM0717'A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5
 FM0717'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1024 ***********************************************************************
 GL1024  DESIGNATION -  F 277
 GL1024  PID         -  GL1024
 GL1024  STATE/COUNTY-  NM/HARDING
 GL1024  USGS QUAD   -  MINNIE BUTTE (1973)
 GL1024
 GL1024                         *CURRENT SURVEY CONTROL
 GL1024  ___________________________________________________________________
 GL1024* NAD 83(1986)-  36 04 58.     (N)    103 33 28.     (W)     SCALED    
 GL1024* NAVD 88     -      1502.511  (meters)    4929.49   (feet)  ADJUSTED  
 GL1024  ___________________________________________________________________
 GL1024  GEOID HEIGHT-         -21.00  (meters)                     GEOID03
 GL1024  DYNAMIC HT  -        1500.723 (meters)    4923.62  (feet)  COMP
 GL1024  MODELED GRAV-     979,389.0   (mgal)                       NAVD 88
 GL1024
 GL1024  VERT ORDER  -  SECOND    CLASS 0
 GL1024
 GL1024.The horizontal coordinates were scaled from a topographic map and have
 GL1024.an estimated accuracy of +/- 6 seconds.
 GL1024
 GL1024.The orthometric height was determined by differential leveling
 GL1024.and adjusted by the National Geodetic Survey in June 1991..
 GL1024
 GL1024.The geoid height was determined by GEOID03.
 GL1024
 GL1024.The dynamic height is computed by dividing the NAVD 88
 GL1024.geopotential number by the normal gravity value computed on the
 GL1024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL1024.degrees latitude (g = 980.6199 gals.).
 GL1024
 GL1024.The modeled gravity was interpolated from observed gravity values.
 GL1024
 GL1024;                    North         East    Units  Estimated Accuracy
 GL1024;SPC NM E     -   563,980.      234,850.      MT  (+/- 180 meters Scaled)
 GL1024
 GL1024                          SUPERSEDED SURVEY CONTROL
 GL1024
 GL1024  NGVD 29 (??/??/92) 1501.824  (m)         4927.23   (f) ADJ UNCH    2 0
 GL1024
 GL1024.Superseded values are not recommended for survey control.
 GL1024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1024.See file dsdata.txt to determine how the superseded data were derived.
 GL1024
 GL1024_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFV298940(NAD 83)
 GL1024_MARKER: DB = BENCH MARK DISK
 GL1024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL1024_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL1024_STAMPING: F 277 1955
 GL1024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL1024+STABILITY: SURFACE MOTION
 GL1024
 GL1024  HISTORY     - Date     Condition        Report By
 GL1024  HISTORY     - 1955     MONUMENTED       CGS
 GL1024  HISTORY     - 1973     GOOD             USGS
 GL1024
 GL1024                          STATION DESCRIPTION
 GL1024
 GL1024'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GL1024'12.1 MI NE FROM BUEYEROS.
 GL1024'2.5 MILES NORTHEAST ALONG STATE HIGHWAY 57 FROM THE POST OFFICE AT
 GL1024'BUEYEROS, THENCE 9.6 MILES NORTHEAST ALONG A GRADED DIRT ROAD, 0.45
 GL1024'MILE SOUTHWEST OF THE HARDING AND UNION COUNTY LINE, 0.2 MILE WEST OF
 GL1024'A JUNCTION WITH A PRIVATE ROAD LEADING SOUTHEAST, 47 FEET SOUTH OF THE
 GL1024'CENTER LINE OF A ROAD, 2 FEET NORTHEAST OF A WITNESS POST, SET IN THE
 GL1024'TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 GL1024'NOTE-- STATE HIGHWAY 57 IS NOW STATE HIGHWAY 102.
 GL1024
 GL1024                          STATION RECOVERY (1973)
 GL1024
 GL1024'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 GL1024'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1050 ***********************************************************************
 GL1050  DESIGNATION -  F 278
 GL1050  PID         -  GL1050
 GL1050  STATE/COUNTY-  NM/HARDING
 GL1050  USGS QUAD   -  YATES SE (1973)
 GL1050
 GL1050                         *CURRENT SURVEY CONTROL
 GL1050  ___________________________________________________________________
 GL1050* NAD 83(1986)-  36 01 43.     (N)    103 49 35.     (W)     SCALED    
 GL1050* NAVD 88     -      1663.488  (meters)    5457.63   (feet)  ADJUSTED  
 GL1050  ___________________________________________________________________
 GL1050  GEOID HEIGHT-         -20.21  (meters)                     GEOID03
 GL1050  DYNAMIC HT  -        1661.460 (meters)    5450.97  (feet)  COMP
 GL1050  MODELED GRAV-     979,353.8   (mgal)                       NAVD 88
 GL1050
 GL1050  VERT ORDER  -  SECOND    CLASS 0
 GL1050
 GL1050.The horizontal coordinates were scaled from a topographic map and have
 GL1050.an estimated accuracy of +/- 6 seconds.
 GL1050
 GL1050.The orthometric height was determined by differential leveling
 GL1050.and adjusted by the National Geodetic Survey in June 1991..
 GL1050
 GL1050.The geoid height was determined by GEOID03.
 GL1050
 GL1050.The dynamic height is computed by dividing the NAVD 88
 GL1050.geopotential number by the normal gravity value computed on the
 GL1050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL1050.degrees latitude (g = 980.6199 gals.).
 GL1050
 GL1050.The modeled gravity was interpolated from observed gravity values.
 GL1050
 GL1050;                    North         East    Units  Estimated Accuracy
 GL1050;SPC NM E     -   557,810.      210,690.      MT  (+/- 180 meters Scaled)
 GL1050
 GL1050                          SUPERSEDED SURVEY CONTROL
 GL1050
 GL1050  NGVD 29 (??/??/92) 1662.760  (m)         5455.24   (f) ADJ UNCH    2 0
 GL1050
 GL1050.Superseded values are not recommended for survey control.
 GL1050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1050.See file dsdata.txt to determine how the superseded data were derived.
 GL1050
 GL1050_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFV057877(NAD 83)
 GL1050_MARKER: DB = BENCH MARK DISK
 GL1050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL1050_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL1050_STAMPING: F 278 1955
 GL1050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL1050+STABILITY: SURFACE MOTION
 GL1050
 GL1050  HISTORY     - Date     Condition        Report By
 GL1050  HISTORY     - 1955     MONUMENTED       CGS
 GL1050
 GL1050                          STATION DESCRIPTION
 GL1050
 GL1050'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GL1050'12.8 MI NW FROM BUEYEROS.
 GL1050'12.8 MILES NORTHWEST ALONG STATE HIGHWAY 57 FROM THE POST OFFICE AT
 GL1050'BUEYEROS, 52 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 2.1 FEET
 GL1050'WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 GL1050'PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0798 ***********************************************************************
 GL0798  DESIGNATION -  F 279
 GL0798  PID         -  GL0798
 GL0798  STATE/COUNTY-  NM/UNION
 GL0798  USGS QUAD   -  PEDERNAL CREEK (1966)
 GL0798
 GL0798                         *CURRENT SURVEY CONTROL
 GL0798  ___________________________________________________________________
 GL0798* NAD 83(1986)-  36 06 30.     (N)    103 29 56.     (W)     SCALED    
 GL0798* NAVD 88     -      1474.735  (meters)    4838.36   (feet)  ADJUSTED  
 GL0798  ___________________________________________________________________
 GL0798  GEOID HEIGHT-         -21.20  (meters)                     GEOID03
 GL0798  DYNAMIC HT  -        1472.979 (meters)    4832.60  (feet)  COMP
 GL0798  MODELED GRAV-     979,389.5   (mgal)                       NAVD 88
 GL0798
 GL0798  VERT ORDER  -  SECOND    CLASS 0
 GL0798
 GL0798.The horizontal coordinates were scaled from a topographic map and have
 GL0798.an estimated accuracy of +/- 6 seconds.
 GL0798
 GL0798.The orthometric height was determined by differential leveling
 GL0798.and adjusted by the National Geodetic Survey in June 1991..
 GL0798
 GL0798.The geoid height was determined by GEOID03.
 GL0798
 GL0798.The dynamic height is computed by dividing the NAVD 88
 GL0798.geopotential number by the normal gravity value computed on the
 GL0798.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0798.degrees latitude (g = 980.6199 gals.).
 GL0798
 GL0798.The modeled gravity was interpolated from observed gravity values.
 GL0798
 GL0798;                    North         East    Units  Estimated Accuracy
 GL0798;SPC NM E     -   566,860.      240,130.      MT  (+/- 180 meters Scaled)
 GL0798
 GL0798                          SUPERSEDED SURVEY CONTROL
 GL0798
 GL0798  NGVD 29 (??/??/92) 1474.040  (m)         4836.08   (f) ADJ UNCH    2 0
 GL0798
 GL0798.Superseded values are not recommended for survey control.
 GL0798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0798.See file dsdata.txt to determine how the superseded data were derived.
 GL0798
 GL0798_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFV351970(NAD 83)
 GL0798_MARKER: DB = BENCH MARK DISK
 GL0798_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0798_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0798_STAMPING: F 279 1955
 GL0798_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0798+STABILITY: SURFACE MOTION
 GL0798
 GL0798  HISTORY     - Date     Condition        Report By
 GL0798  HISTORY     - 1955     MONUMENTED       CGS
 GL0798
 GL0798                          STATION DESCRIPTION
 GL0798
 GL0798'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GL0798'10.4 MI SW FROM CLAPHAM.
 GL0798'2.1 MILES SOUTHWEST ALONG A GRADED DIRT ROAD FROM THE SCHOOL AT
 GL0798'CLAPHAM, THENCE 1.6 MILES SOUTH ALONG A GRADED DIRT ROAD, THENCE 2.6
 GL0798'MILES SOUTHWEST ALONG A GRADED DIRT ROAD, THENCE 4.1 MILES WEST ALONG
 GL0798'A GRADED DIRT ROAD, 73 FEET SOUTH OF THE CENTER LINE OF AN EAST AND
 GL0798'WEST ROAD, 55 FEET SOUTHWEST OF THE CENTER LINE OF A PRIVATE ROAD
 GL0798'LEADING SOUTHEAST, 4.2 FEET SOUTH OF A POWER POLE, 2 FEET EAST OF A
 GL0798'FENCE, 2 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 GL0798'POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0293 ***********************************************************************
 FN0293  DESIGNATION -  F 28
 FN0293  PID         -  FN0293
 FN0293  STATE/COUNTY-  NM/SANTA FE
 FN0293  USGS QUAD   -  GALISTEO (1966)
 FN0293
 FN0293                         *CURRENT SURVEY CONTROL
 FN0293  ___________________________________________________________________
 FN0293* NAD 83(1986)-  35 28 49.     (N)    105 52 46.     (W)     SCALED    
 FN0293* NAVD 88     -      1976.671  (meters)    6485.13   (feet)  ADJUSTED  
 FN0293  ___________________________________________________________________
 FN0293  GEOID HEIGHT-         -18.79  (meters)                     GEOID03
 FN0293  DYNAMIC HT  -        1973.924 (meters)    6476.12  (feet)  COMP
 FN0293  MODELED GRAV-     979,173.1   (mgal)                       NAVD 88
 FN0293
 FN0293  VERT ORDER  -  FIRST     CLASS II
 FN0293
 FN0293.The horizontal coordinates were scaled from a topographic map and have
 FN0293.an estimated accuracy of +/- 6 seconds.
 FN0293
 FN0293.The orthometric height was determined by differential leveling
 FN0293.and adjusted by the National Geodetic Survey in June 1991..
 FN0293
 FN0293.The geoid height was determined by GEOID03.
 FN0293
 FN0293.The dynamic height is computed by dividing the NAVD 88
 FN0293.geopotential number by the normal gravity value computed on the
 FN0293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FN0293.degrees latitude (g = 980.6199 gals.).
 FN0293
 FN0293.The modeled gravity was interpolated from observed gravity values.
 FN0293
 FN0293;                    North         East    Units  Estimated Accuracy
 FN0293;SPC NM C     -   496,920.      533,630.      MT  (+/- 180 meters Scaled)
 FN0293
 FN0293                          SUPERSEDED SURVEY CONTROL
 FN0293
 FN0293  NGVD 29 (??/??/92) 1975.662  (m)         6481.82   (f) ADJ UNCH    1 2
 FN0293
 FN0293.Superseded values are not recommended for survey control.
 FN0293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0293.See file dsdata.txt to determine how the superseded data were derived.
 FN0293
 FN0293_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV202266(NAD 83)
 FN0293_MARKER: DB = BENCH MARK DISK
 FN0293_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FN0293_SP_SET: BUILDING
 FN0293_STAMPING: F-28 1933
 FN0293_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FN0293
 FN0293  HISTORY     - Date     Condition        Report By
 FN0293  HISTORY     - 1933     MONUMENTED       CGS
 FN0293  HISTORY     - 1934     GOOD             NGS
 FN0293
 FN0293                          STATION DESCRIPTION
 FN0293
 FN0293'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 FN0293'IN LAMY.
 FN0293'ALONG THE A.T. AND S.F.R.R AT THE DEPOT, IN THE EAST FACE, 3 FT. SOUTH
 FN0293'OF THE TICKET OFFICE WINDOW, 4 FT. NORTH OF THE SOUTH ARCH, AND 5 FT.
 FN0293'ABOVE THE WALK.
 FN0293
 FN0293                          STATION RECOVERY (1934)
 FN0293
 FN0293'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 FN0293'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0972 ***********************************************************************
 GL0972  DESIGNATION -  F 280
 GL0972  PID         -  GL0972
 GL0972  STATE/COUNTY-  NM/UNION
 GL0972  USGS QUAD   -  ARAGON HILL (1977)
 GL0972
 GL0972                         *CURRENT SURVEY CONTROL
 GL0972  ___________________________________________________________________
 GL0972* NAD 83(1986)-  36 11 50.     (N)    103 46 16.     (W)     SCALED    
 GL0972* NAVD 88     -      1712.769  (meters)    5619.31   (feet)  ADJUSTED  
 GL0972  ___________________________________________________________________
 GL0972  GEOID HEIGHT-         -19.98  (meters)                     GEOID03
 GL0972  DYNAMIC HT  -        1710.681 (meters)    5612.46  (feet)  COMP
 GL0972  MODELED GRAV-     979,352.1   (mgal)                       NAVD 88
 GL0972
 GL0972  VERT ORDER  -  SECOND    CLASS 0
 GL0972
 GL0972.The horizontal coordinates were scaled from a topographic map and have
 GL0972.an estimated accuracy of +/- 6 seconds.
 GL0972
 GL0972.The orthometric height was determined by differential leveling
 GL0972.and adjusted by the National Geodetic Survey in June 1991..
 GL0972
 GL0972.The geoid height was determined by GEOID03.
 GL0972
 GL0972.The dynamic height is computed by dividing the NAVD 88
 GL0972.geopotential number by the normal gravity value computed on the
 GL0972.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0972.degrees latitude (g = 980.6199 gals.).
 GL0972
 GL0972.The modeled gravity was interpolated from observed gravity values.
 GL0972
 GL0972;                    North         East    Units  Estimated Accuracy
 GL0972;SPC NM E     -   576,550.      215,560.      MT  (+/- 180 meters Scaled)
 GL0972
 GL0972                          SUPERSEDED SURVEY CONTROL
 GL0972
 GL0972  NGVD 29 (??/??/92) 1712.013  (m)         5616.83   (f) ADJ UNCH    2 0
 GL0972
 GL0972.Superseded values are not recommended for survey control.
 GL0972.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0972.See file dsdata.txt to determine how the superseded data were derived.
 GL0972
 GL0972_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA104065(NAD 83)
 GL0972_MARKER: DB = BENCH MARK DISK
 GL0972_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0972_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0972_STAMPING: F 280 1955
 GL0972_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0972+STABILITY: SURFACE MOTION
 GL0972
 GL0972  HISTORY     - Date     Condition        Report By
 GL0972  HISTORY     - 1955     MONUMENTED       CGS
 GL0972  HISTORY     - 1973     GOOD             USGS
 GL0972
 GL0972                          STATION DESCRIPTION
 GL0972
 GL0972'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GL0972'17.7 MI SE FROM GLADSTONE.
 GL0972'8.0 MILES EAST ALONG STATE HIGHWAY 58 FROM THE POST OFFICE AT
 GL0972'GLADSTONE, THENCE 5.6 MILES SOUTH ALONG STATE HIGHWAY 120, THENCE 2.1
 GL0972'MILES SOUTHEAST ALONG A GRADED DIRT ROAD, THENCE 2.0 MILES SOUTHEAST
 GL0972'ALONG A TRACK ROAD, 33 FEET SOUTH OF THE CENTER LINE OF A ROAD, 28
 GL0972'FEET SOUTH OF THE SOUTH END OF A CATTLE GUARD, 3 FEET EAST OF A FENCE,
 GL0972'2.5 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 GL0972'WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.  NOTE-- STATE HIGHWAY 58 IS
 GL0972'NOW US HIGHWAY 56.
 GL0972
 GL0972                          STATION RECOVERY (1973)
 GL0972
 GL0972'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 GL0972'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0981 ***********************************************************************
 GL0981  DESIGNATION -  F 281
 GL0981  PID         -  GL0981
 GL0981  STATE/COUNTY-  NM/UNION
 GL0981  USGS QUAD   -  BEENHAM (1973)
 GL0981
 GL0981                         *CURRENT SURVEY CONTROL
 GL0981  ___________________________________________________________________
 GL0981* NAD 83(1986)-  36 08 03.     (N)    103 43 10.     (W)     SCALED    
 GL0981* NAVD 88     -      1648.978  (meters)    5410.02   (feet)  ADJUSTED  
 GL0981  ___________________________________________________________________
 GL0981  GEOID HEIGHT-         -20.29  (meters)                     GEOID03
 GL0981  DYNAMIC HT  -        1646.983 (meters)    5403.48  (feet)  COMP
 GL0981  MODELED GRAV-     979,363.6   (mgal)                       NAVD 88
 GL0981
 GL0981  VERT ORDER  -  SECOND    CLASS 0
 GL0981
 GL0981.The horizontal coordinates were scaled from a topographic map and have
 GL0981.an estimated accuracy of +/- 6 seconds.
 GL0981
 GL0981.The orthometric height was determined by differential leveling
 GL0981.and adjusted by the National Geodetic Survey in June 1991..
 GL0981
 GL0981.The geoid height was determined by GEOID03.
 GL0981
 GL0981.The dynamic height is computed by dividing the NAVD 88
 GL0981.geopotential number by the normal gravity value computed on the
 GL0981.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0981.degrees latitude (g = 980.6199 gals.).
 GL0981
 GL0981.The modeled gravity was interpolated from observed gravity values.
 GL0981
 GL0981;                    North         East    Units  Estimated Accuracy
 GL0981;SPC NM E     -   569,580.      220,250.      MT  (+/- 180 meters Scaled)
 GL0981
 GL0981                          SUPERSEDED SURVEY CONTROL
 GL0981
 GL0981  NGVD 29 (??/??/92) 1648.253  (m)         5407.64   (f) ADJ UNCH    2 0
 GL0981
 GL0981.Superseded values are not recommended for survey control.
 GL0981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0981.See file dsdata.txt to determine how the superseded data were derived.
 GL0981
 GL0981_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFV152995(NAD 83)
 GL0981_MARKER: DB = BENCH MARK DISK
 GL0981_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0981_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0981_STAMPING: F 281 1955
 GL0981_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0981+STABILITY: SURFACE MOTION
 GL0981
 GL0981  HISTORY     - Date     Condition        Report By
 GL0981  HISTORY     - 1955     MONUMENTED       CGS
 GL0981  HISTORY     - 1973     GOOD             USGS
 GL0981
 GL0981                          STATION DESCRIPTION
 GL0981
 GL0981'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 GL0981'24.85 MI SE FROM GLADSTONE.
 GL0981'8.0 MILES EAST ALONG U.S. HIGHWAY 56 FROM THE POST OFFICE AT
 GL0981'GLADSTONE, THENCE 5.6 MILES SOUTH ALONG STATE HIGHWAY 120, THENCE 2.1
 GL0981'MILES SOUTHEAST ALONG A GRADED DIRT ROAD, THENCE 8.0 MILES SOUTH ALONG
 GL0981'A GRADED DIRT ROAD, THENCE APPROX. 1.15 MILES EAST ALONG A WINDING
 GL0981'TRACK ROAD, APPROX. 200 FEET SOUTHEAST OF THE EAST EDGE OF A LARGE
 GL0981'DAM, 10 FEET EAST OF A SMALL DAM, SET IN THE TOP OF A CONCRETE POST
 GL0981'WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0715 ***********************************************************************
 GL0715  DESIGNATION -  F 282
 GL0715  PID         -  GL0715
 GL0715  STATE/COUNTY-  NM/UNION
 GL0715  USGS QUAD   -  TATE SCHOOL (1966)
 GL0715
 GL0715                         *CURRENT SURVEY CONTROL
 GL0715  ___________________________________________________________________
 GL0715* NAD 83(1986)-  36 21 19.     (N)    103 27 04.     (W)     SCALED    
 GL0715* NAVD 88     -      1602.968  (meters)    5259.07   (feet)  ADJUSTED  
 GL0715  ___________________________________________________________________
 GL0715  GEOID HEIGHT-         -21.06  (meters)                     GEOID03
 GL0715  DYNAMIC HT  -        1601.030 (meters)    5252.71  (feet)  COMP
 GL0715  MODELED GRAV-     979,366.1   (mgal)                       NAVD 88
 GL0715
 GL0715  VERT ORDER  -  SECOND    CLASS 0
 GL0715
 GL0715.The horizontal coordinates were scaled from a topographic map and have
 GL0715.an estimated accuracy of +/- 6 seconds.
 GL0715
 GL0715.The orthometric height was determined by differential leveling
 GL0715.and adjusted by the National Geodetic Survey in June 1991..
 GL0715
 GL0715.The geoid height was determined by GEOID03.
 GL0715
 GL0715.The dynamic height is computed by dividing the NAVD 88
 GL0715.geopotential number by the normal gravity value computed on the
 GL0715.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0715.degrees latitude (g = 980.6199 gals.).
 GL0715
 GL0715.The modeled gravity was interpolated from observed gravity values.
 GL0715
 GL0715;                    North         East    Units  Estimated Accuracy
 GL0715;SPC NM E     -   594,300.      244,180.      MT  (+/- 180 meters Scaled)
 GL0715
 GL0715                          SUPERSEDED SURVEY CONTROL
 GL0715
 GL0715  NGVD 29 (??/??/92) 1602.188  (m)         5256.51   (f) ADJ UNCH    2 0
 GL0715
 GL0715.Superseded values are not recommended for survey control.
 GL0715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0715.See file dsdata.txt to determine how the superseded data were derived.
 GL0715
 GL0715_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA389244(NAD 83)
 GL0715_MARKER: DB = BENCH MARK DISK
 GL0715_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0715_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0715_STAMPING: F 282 1955
 GL0715_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0715+STABILITY: SURFACE MOTION
 GL0715
 GL0715  HISTORY     - Date     Condition        Report By
 GL0715  HISTORY     - 1955     MONUMENTED       CGS
 GL0715
 GL0715                          STATION DESCRIPTION
 GL0715
 GL0715'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GL0715'17.0 MI SW FROM CLAYTON.
 GL0715'16.6 MILES SOUTHWEST ALONG STATE HIGHWAY 58 FROM THE COLORADO AND
 GL0715'SOUTHERN RAILROAD STATION AT CLAYTON, THENCE 0.4 MILE SOUTH ALONG A
 GL0715'GRADED DIRT ROAD, 132 FEET WEST OF THE SOUTHWEST CORNER OF THE RUINS
 GL0715'OF AN OLD STONE BUILDING, 27 FEET WEST OF THE CENTER LINE IF A ROAD,
 GL0715'2.8 FEET SOUTH OF A WITNESS POST, 2.5 FEET EAST OF A FENCE, SET IN THE
 GL0715'TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0506 ***********************************************************************
 FM0506  DESIGNATION -  F 283
 FM0506  PID         -  FM0506
 FM0506  STATE/COUNTY-  NM/UNION
 FM0506  USGS QUAD   -  AMISTAD (1971)
 FM0506
 FM0506                         *CURRENT SURVEY CONTROL
 FM0506  ___________________________________________________________________
 FM0506* NAD 83(1986)-  35 55 56.     (N)    103 11 44.     (W)     SCALED    
 FM0506* NAVD 88     -      1390.051  (meters)    4560.53   (feet)  ADJUSTED  
 FM0506  ___________________________________________________________________
 FM0506  GEOID HEIGHT-         -22.60  (meters)                     GEOID03
 FM0506  DYNAMIC HT  -        1388.390 (meters)    4555.08  (feet)  COMP
 FM0506  MODELED GRAV-     979,388.7   (mgal)                       NAVD 88
 FM0506
 FM0506  VERT ORDER  -  SECOND    CLASS 0
 FM0506
 FM0506.The horizontal coordinates were scaled from a topographic map and have
 FM0506.an estimated accuracy of +/- 6 seconds.
 FM0506
 FM0506.The orthometric height was determined by differential leveling
 FM0506.and adjusted by the National Geodetic Survey in June 1991..
 FM0506
 FM0506.The geoid height was determined by GEOID03.
 FM0506
 FM0506.The dynamic height is computed by dividing the NAVD 88
 FM0506.geopotential number by the normal gravity value computed on the
 FM0506.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0506.degrees latitude (g = 980.6199 gals.).
 FM0506
 FM0506.The modeled gravity was interpolated from observed gravity values.
 FM0506
 FM0506;                    North         East    Units  Estimated Accuracy
 FM0506;SPC NM E     -   547,600.      267,670.      MT  (+/- 180 meters Scaled)
 FM0506
 FM0506                          SUPERSEDED SURVEY CONTROL
 FM0506
 FM0506  NGVD 29 (??/??/92) 1389.392  (m)         4558.36   (f) ADJ UNCH    2 0
 FM0506
 FM0506.Superseded values are not recommended for survey control.
 FM0506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0506.See file dsdata.txt to determine how the superseded data were derived.
 FM0506
 FM0506_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFV627779(NAD 83)
 FM0506_MARKER: DB = BENCH MARK DISK
 FM0506_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0506_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0506_STAMPING: F 283 1955
 FM0506_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0506+STABILITY: SURFACE MOTION
 FM0506
 FM0506  HISTORY     - Date     Condition        Report By
 FM0506  HISTORY     - 1955     MONUMENTED       CGS
 FM0506
 FM0506                          STATION DESCRIPTION
 FM0506
 FM0506'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 FM0506'2.8 MI N FROM AMISTAD.
 FM0506'0.3 MILE WEST ALONG AN OILED ROAD FROM THE PUBLIC SCHOOL AT AMISTAD,
 FM0506'THENCE 2.5 MILES NORTH ALONG STATE HIGHWAY 18, 47 FEET EAST OF THE
 FM0506'CENTER LINE OF THE HIGHWAY, 75 FEET SOUTHEAST OF THE CENTER OF A
 FM0506'JUNCTION WITH A DIRT ROAD LEADING SOUTH, 8.3 FEET WEST OF A POWER
 FM0506'POLE, 2.8 FEET EAST OF A FENCE, 3 FEET NORTH OF A WITNESS POST, SET IN
 FM0506'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0835 ***********************************************************************
 GL0835  DESIGNATION -  F 284
 GL0835  PID         -  GL0835
 GL0835  STATE/COUNTY-  NM/UNION
 GL0835  USGS QUAD   -  CLAYTON SW (1970)
 GL0835
 GL0835                         *CURRENT SURVEY CONTROL
 GL0835  ___________________________________________________________________
 GL0835* NAD 83(1986)-  36 21 04.     (N)    103 08 51.     (W)     SCALED    
 GL0835* NAVD 88     -      1464.511  (meters)    4804.82   (feet)  ADJUSTED  
 GL0835  ___________________________________________________________________
 GL0835  GEOID HEIGHT-         -22.36  (meters)                     GEOID03
 GL0835  DYNAMIC HT  -        1462.775 (meters)    4799.12  (feet)  COMP
 GL0835  MODELED GRAV-     979,395.7   (mgal)                       NAVD 88
 GL0835
 GL0835  VERT ORDER  -  SECOND    CLASS 0
 GL0835
 GL0835.The horizontal coordinates were scaled from a topographic map and have
 GL0835.an estimated accuracy of +/- 6 seconds.
 GL0835
 GL0835.The orthometric height was determined by differential leveling
 GL0835.and adjusted by the National Geodetic Survey in June 1991..
 GL0835
 GL0835.The geoid height was determined by GEOID03.
 GL0835
 GL0835.The dynamic height is computed by dividing the NAVD 88
 GL0835.geopotential number by the normal gravity value computed on the
 GL0835.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0835.degrees latitude (g = 980.6199 gals.).
 GL0835
 GL0835.The modeled gravity was interpolated from observed gravity values.
 GL0835
 GL0835;                    North         East    Units  Estimated Accuracy
 GL0835;SPC NM E     -   594,130.      271,440.      MT  (+/- 180 meters Scaled)
 GL0835
 GL0835                          SUPERSEDED SURVEY CONTROL
 GL0835
 GL0835  NGVD 29 (??/??/92) 1463.803  (m)         4802.49   (f) ADJ UNCH    2 0
 GL0835
 GL0835.Superseded values are not recommended for survey control.
 GL0835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0835.See file dsdata.txt to determine how the superseded data were derived.
 GL0835
 GL0835_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA662244(NAD 83)
 GL0835_MARKER: DB = BENCH MARK DISK
 GL0835_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0835_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0835_STAMPING: F 284 1955
 GL0835_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0835+STABILITY: SURFACE MOTION
 GL0835
 GL0835  HISTORY     - Date     Condition        Report By
 GL0835  HISTORY     - 1955     MONUMENTED       CGS
 GL0835
 GL0835                          STATION DESCRIPTION
 GL0835
 GL0835'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GL0835'9.2 MI S FROM CLAYTON.
 GL0835'7.4 MILES SOUTH ALONG STATE HIGHWAY 18 FROM THE COURTHOUSE AT CLAYTON,
 GL0835'THENCE 1.8 MILES EAST ALONG A GRADED DIRT ROAD, 60 FEET SOUTH OF THE
 GL0835'CENTER LINE OF AN EAST AND WEST ROAD, 22 FEET WEST OF THE CENTER LINE
 GL0835'OF A ROAD LEADING SOUTH, 33 FEET SOUTH OF A POWER POLE, 2 FEET EAST OF
 GL0835'A FENCE, 2 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 GL0835'POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0840 ***********************************************************************
 GL0840  DESIGNATION -  F 285
 GL0840  PID         -  GL0840
 GL0840  STATE/COUNTY-  NM/UNION
 GL0840  USGS QUAD   -  SEDAN NE (1970)
 GL0840
 GL0840                         *CURRENT SURVEY CONTROL
 GL0840  ___________________________________________________________________
 GL0840* NAD 83(1986)-  36 13 01.     (N)    103 06 51.     (W)     SCALED    
 GL0840* NAVD 88     -      1425.231  (meters)    4675.95   (feet)  ADJUSTED  
 GL0840  ___________________________________________________________________
 GL0840  GEOID HEIGHT-         -22.72  (meters)                     GEOID03
 GL0840  DYNAMIC HT  -        1423.531 (meters)    4670.37  (feet)  COMP
 GL0840  MODELED GRAV-     979,389.7   (mgal)                       NAVD 88
 GL0840
 GL0840  VERT ORDER  -  SECOND    CLASS 0
 GL0840
 GL0840.The horizontal coordinates were scaled from a topographic map and have
 GL0840.an estimated accuracy of +/- 6 seconds.
 GL0840
 GL0840.The orthometric height was determined by differential leveling
 GL0840.and adjusted by the National Geodetic Survey in June 1991..
 GL0840
 GL0840.The geoid height was determined by GEOID03.
 GL0840
 GL0840.The dynamic height is computed by dividing the NAVD 88
 GL0840.geopotential number by the normal gravity value computed on the
 GL0840.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0840.degrees latitude (g = 980.6199 gals.).
 GL0840
 GL0840.The modeled gravity was interpolated from observed gravity values.
 GL0840
 GL0840;                    North         East    Units  Estimated Accuracy
 GL0840;SPC NM E     -   579,280.      274,620.      MT  (+/- 180 meters Scaled)
 GL0840
 GL0840                          SUPERSEDED SURVEY CONTROL
 GL0840
 GL0840  NGVD 29 (??/??/92) 1424.538  (m)         4673.67   (f) ADJ UNCH    2 0
 GL0840
 GL0840.Superseded values are not recommended for survey control.
 GL0840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0840.See file dsdata.txt to determine how the superseded data were derived.
 GL0840
 GL0840_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA695096(NAD 83)
 GL0840_MARKER: DB = BENCH MARK DISK
 GL0840_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0840_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0840_STAMPING: F 285 1955
 GL0840_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0840+STABILITY: SURFACE MOTION
 GL0840
 GL0840  HISTORY     - Date     Condition        Report By
 GL0840  HISTORY     - 1955     MONUMENTED       CGS
 GL0840  HISTORY     - 1970     MARK NOT FOUND   USGS
 GL0840
 GL0840                          STATION DESCRIPTION
 GL0840
 GL0840'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GL0840'20.6 MI S FROM CLAYTON.
 GL0840'16.6 MILES SOUTH ALONG STATE HIGHWAY 18 FROM THE COURTHOUSE AT
 GL0840'CLAYTON, THENCE 4.0 MILES EAST ALONG A GRADED DIRT ROAD, 49 FEET SOUTH
 GL0840'OF THE CENTER LINE OF AN EAST AND WEST GRADED DIRT ROAD, 31 FEET EAST
 GL0840'OF THE CENTER LINE OF A GRADED DIRT ROAD LEADING SOUTH, 21 FEET SOUTH
 GL0840'OF A FENCE CORNER, 2.3 FEET WEST OF A FENCE, 2 FEET NORTH OF A WITNESS
 GL0840'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE
 GL0840'THE GROUND.
 GL0840
 GL0840                          STATION RECOVERY (1970)
 GL0840
 GL0840'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 GL0840'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0733 ***********************************************************************
 FM0733  DESIGNATION -  F 286
 FM0733  PID         -  FM0733
 FM0733  STATE/COUNTY-  NM/HARDING
 FM0733  USGS QUAD   -  BUEYEROS NE (1973)
 FM0733
 FM0733                         *CURRENT SURVEY CONTROL
 FM0733  ___________________________________________________________________
 FM0733* NAD 83(1986)-  35 59 58.     (N)    103 34 27.     (W)     SCALED    
 FM0733* NAVD 88     -      1427.541  (meters)    4683.52   (feet)  ADJUSTED  
 FM0733  ___________________________________________________________________
 FM0733  GEOID HEIGHT-         -21.10  (meters)                     GEOID03
 FM0733  DYNAMIC HT  -        1425.844 (meters)    4677.96  (feet)  COMP
 FM0733  MODELED GRAV-     979,394.3   (mgal)                       NAVD 88
 FM0733
 FM0733  VERT ORDER  -  SECOND    CLASS 0
 FM0733
 FM0733.The horizontal coordinates were scaled from a topographic map and have
 FM0733.an estimated accuracy of +/- 6 seconds.
 FM0733
 FM0733.The orthometric height was determined by differential leveling
 FM0733.and adjusted by the National Geodetic Survey in June 1991..
 FM0733
 FM0733.The geoid height was determined by GEOID03.
 FM0733
 FM0733.The dynamic height is computed by dividing the NAVD 88
 FM0733.geopotential number by the normal gravity value computed on the
 FM0733.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0733.degrees latitude (g = 980.6199 gals.).
 FM0733
 FM0733.The modeled gravity was interpolated from observed gravity values.
 FM0733
 FM0733;                    North         East    Units  Estimated Accuracy
 FM0733;SPC NM E     -   554,720.      233,440.      MT  (+/- 180 meters Scaled)
 FM0733
 FM0733                          SUPERSEDED SURVEY CONTROL
 FM0733
 FM0733  NGVD 29 (??/??/92) 1426.872  (m)         4681.33   (f) ADJ UNCH    2 0
 FM0733
 FM0733.Superseded values are not recommended for survey control.
 FM0733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0733.See file dsdata.txt to determine how the superseded data were derived.
 FM0733
 FM0733_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFV285848(NAD 83)
 FM0733_MARKER: DB = BENCH MARK DISK
 FM0733_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0733_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0733_STAMPING: F 286 1955
 FM0733_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0733+STABILITY: SURFACE MOTION
 FM0733
 FM0733  HISTORY     - Date     Condition        Report By
 FM0733  HISTORY     - 1955     MONUMENTED       CGS
 FM0733
 FM0733                          STATION DESCRIPTION
 FM0733
 FM0733'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 FM0733'7.0 MI E FROM BUEYEROS.
 FM0733'7.0 MILES EAST ALONG STATE HIGHWAY 57 FROM THE POST OFFICE AT
 FM0733'BUEYEROS, 73 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 66.4 FEET
 FM0733'NORTH OF THE NORTHEAST CORNER OF A CATTLE GUARD, 30.4 FEET NORTHEAST
 FM0733'OF A FENCE CORNER, 17.7 FEET EAST OF A FENCE LEADING NORTH, 2.1 FEET
 FM0733'SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 FM0733'PROJECTS 0.4 FOOT ABOVE THE GROUND.  NOTE-- STATE HIGHWAY 57 IS NOW
 FM0733'STATE HIGHWAY 102.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0573 ***********************************************************************
 FM0573  DESIGNATION -  F 287
 FM0573  PID         -  FM0573
 FM0573  STATE/COUNTY-  NM/HARDING
 FM0573  USGS QUAD   -  COTTONWOOD SPRINGS (1966)
 FM0573
 FM0573                         *CURRENT SURVEY CONTROL
 FM0573  ___________________________________________________________________
 FM0573* NAD 83(1986)-  35 59 55.     (N)    103 22 54.     (W)     SCALED    
 FM0573* NAVD 88     -      1502.094  (meters)    4928.12   (feet)  ADJUSTED  
 FM0573  ___________________________________________________________________
 FM0573  GEOID HEIGHT-         -21.74  (meters)                     GEOID03
 FM0573  DYNAMIC HT  -        1500.291 (meters)    4922.20  (feet)  COMP
 FM0573  MODELED GRAV-     979,379.4   (mgal)                       NAVD 88
 FM0573
 FM0573  VERT ORDER  -  SECOND    CLASS 0
 FM0573
 FM0573.The horizontal coordinates were scaled from a topographic map and have
 FM0573.an estimated accuracy of +/- 6 seconds.
 FM0573
 FM0573.The orthometric height was determined by differential leveling
 FM0573.and adjusted by the National Geodetic Survey in June 1991..
 FM0573
 FM0573.The geoid height was determined by GEOID03.
 FM0573
 FM0573.The dynamic height is computed by dividing the NAVD 88
 FM0573.geopotential number by the normal gravity value computed on the
 FM0573.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0573.degrees latitude (g = 980.6199 gals.).
 FM0573
 FM0573.The modeled gravity was interpolated from observed gravity values.
 FM0573
 FM0573;                    North         East    Units  Estimated Accuracy
 FM0573;SPC NM E     -   554,780.      250,800.      MT  (+/- 180 meters Scaled)
 FM0573
 FM0573                          SUPERSEDED SURVEY CONTROL
 FM0573
 FM0573  NGVD 29 (??/??/92) 1501.407  (m)         4925.87   (f) ADJ UNCH    2 0
 FM0573
 FM0573.Superseded values are not recommended for survey control.
 FM0573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0573.See file dsdata.txt to determine how the superseded data were derived.
 FM0573
 FM0573_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFV458850(NAD 83)
 FM0573_MARKER: DB = BENCH MARK DISK
 FM0573_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0573_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0573_STAMPING: F 287 1955
 FM0573_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0573+STABILITY: SURFACE MOTION
 FM0573
 FM0573  HISTORY     - Date     Condition        Report By
 FM0573  HISTORY     - 1955     MONUMENTED       CGS
 FM0573
 FM0573                          STATION DESCRIPTION
 FM0573
 FM0573'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 FM0573'18.0 MI E FROM BUEYEROS.
 FM0573'18.0 MILES EAST ALONG STATE HIGHWAY 57 FROM THE POST OFFICE AT
 FM0573'BUEYEROS, 0.4 MILE WEST OF THE HARDING AND UNION COUNTY LINE, 80 FEET
 FM0573'SOUTH OF THE CENTER LINE OF THE HIGHWAY, 2.1 FEET EAST OF A WITNESS
 FM0573'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE
 FM0573'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM1088 ***********************************************************************
 FM1088  DESIGNATION -  F 287 RESET
 FM1088  PID         -  FM1088
 FM1088  STATE/COUNTY-  NM/HARDING
 FM1088  USGS QUAD   -  COTTONWOOD SPRINGS (1966)
 FM1088
 FM1088                         *CURRENT SURVEY CONTROL
 FM1088  ___________________________________________________________________
 FM1088* NAD 83(1986)-  35 59 55.     (N)    103 22 54.     (W)     SCALED    
 FM1088* NAVD 88     -      1501.78   (+/-2cm)    4927.1    (feet)  VERTCON   
 FM1088  ___________________________________________________________________
 FM1088  GEOID HEIGHT-         -21.74  (meters)                     GEOID03
 FM1088
 FM1088  VERT ORDER  -  THIRD (See Below)
 FM1088
 FM1088.The horizontal coordinates were scaled from a topographic map and have
 FM1088.an estimated accuracy of +/- 6 seconds.
 FM1088
 FM1088.The NAVD 88 height was computed by applying the VERTCON shift value to
 FM1088.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FM1088.The vertical order pertains to the NGVD 29 superseded value.
 FM1088
 FM1088.The geoid height was determined by GEOID03.
 FM1088
 FM1088;                    North         East    Units  Estimated Accuracy
 FM1088;SPC NM E     -   554,780.      250,800.      MT  (+/- 180 meters Scaled)
 FM1088
 FM1088                          SUPERSEDED SURVEY CONTROL
 FM1088
 FM1088  NGVD 29 (06/15/00) 1501.09   (m)         4924.8    (f) RESET       3  
 FM1088
 FM1088.Superseded values are not recommended for survey control.
 FM1088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM1088.See file dsdata.txt to determine how the superseded data were derived.
 FM1088
 FM1088_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFV458850(NAD 83)
 FM1088_MARKER: DV = VERTICAL CONTROL DISK
 FM1088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM1088_SP_SET: CONCRETE POST
 FM1088_STAMPING: F 287 RESET 1978
 FM1088_MARK LOGO: NGS   
 FM1088_MAGNETIC: N = NO MAGNETIC MATERIAL
 FM1088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM1088+STABILITY: SURFACE MOTION
 FM1088
 FM1088  HISTORY     - Date     Condition        Report By
 FM1088  HISTORY     - 1978     MONUMENTED       NMHD
 FM1088
 FM1088                          STATION DESCRIPTION
 FM1088
 FM1088'DESCRIBED BY NM HIGHWAY DEPT 1978
 FM1088'18.0 MILES EAST ALONG STATE HIGHWAY 102 (FORMERLY S.R. 57), FROM THE
 FM1088'POST OFFICE IN BUEYEROS, 0.4 MILES WEST OF THE HARDING-UNION COUNTY
 FM1088'LINE, AND 76 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0880 ***********************************************************************
 GL0880  DESIGNATION -  F 288
 GL0880  PID         -  GL0880
 GL0880  STATE/COUNTY-  NM/UNION
 GL0880  USGS QUAD   -  GLADSTONE NW (1973)
 GL0880
 GL0880                         *CURRENT SURVEY CONTROL
 GL0880  ___________________________________________________________________
 GL0880* NAD 83(1986)-  36 26 49.     (N)    103 55 03.     (W)     SCALED    
 GL0880* NAVD 88     -      1893.356  (meters)    6211.79   (feet)  ADJUSTED  
 GL0880  ___________________________________________________________________
 GL0880  GEOID HEIGHT-         -19.13  (meters)                     GEOID03
 GL0880  DYNAMIC HT  -        1891.003 (meters)    6204.07  (feet)  COMP
 GL0880  MODELED GRAV-     979,320.9   (mgal)                       NAVD 88
 GL0880
 GL0880  VERT ORDER  -  SECOND    CLASS 0
 GL0880
 GL0880.The horizontal coordinates were scaled from a topographic map and have
 GL0880.an estimated accuracy of +/- 6 seconds.
 GL0880
 GL0880.The orthometric height was determined by differential leveling
 GL0880.and adjusted by the National Geodetic Survey in June 1991..
 GL0880
 GL0880.The geoid height was determined by GEOID03.
 GL0880
 GL0880.The dynamic height is computed by dividing the NAVD 88
 GL0880.geopotential number by the normal gravity value computed on the
 GL0880.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0880.degrees latitude (g = 980.6199 gals.).
 GL0880
 GL0880.The modeled gravity was interpolated from observed gravity values.
 GL0880
 GL0880;                    North         East    Units  Estimated Accuracy
 GL0880;SPC NM E     -   604,190.      202,280.      MT  (+/- 180 meters Scaled)
 GL0880
 GL0880                          SUPERSEDED SURVEY CONTROL
 GL0880
 GL0880  NGVD 29 (??/??/92) 1892.502  (m)         6208.98   (f) ADJ UNCH    2 0
 GL0880
 GL0880.Superseded values are not recommended for survey control.
 GL0880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0880.See file dsdata.txt to determine how the superseded data were derived.
 GL0880
 GL0880_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEA970340(NAD 83)
 GL0880_MARKER: DB = BENCH MARK DISK
 GL0880_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0880_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0880_STAMPING: F 288 1955
 GL0880_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0880+STABILITY: SURFACE MOTION
 GL0880
 GL0880  HISTORY     - Date     Condition        Report By
 GL0880  HISTORY     - 1955     MONUMENTED       CGS
 GL0880  HISTORY     - 1973     GOOD             USGS
 GL0880
 GL0880                          STATION DESCRIPTION
 GL0880
 GL0880'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GL0880'4.6 MI W FROM SOFIA.
 GL0880'2.1 MILES WEST ALONG A GRADED DIRT ROAD FROM THE SCHOOLHOUSE AT SOFIA,
 GL0880'THENCE 2.5 MILES WEST ALONG A TRACK ROAD, 0.15 MILE WEST OF A JUNCTION
 GL0880'WITH A TRACK ROAD LEADING SOUTHWEST, 0.35 MILE NORTHWEST OF A
 GL0880'WINDMILL, 43 FEET NORTH OF THE CENTER LINE OF A TRACK ROAD, 2.4 FEET
 GL0880'SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 GL0880'PROJECTS 0.5 FOOT ABOVE THE GROUND.  NOTE-- THE SCHOOL HOUSE AT SOFIA
 GL0880'HAS BEEN ABANDONED.  THE STARTING POINT IS NOW THE CROSSROADS AT
 GL0880'SOFIA, WHICH IS 0.4 MILE EAST OF THE SITE OF THE SCHOOL HOUSE.
 GL0880
 GL0880                          STATION RECOVERY (1973)
 GL0880
 GL0880'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 GL0880'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0892 ***********************************************************************
 GL0892  DESIGNATION -  F 289
 GL0892  PID         -  GL0892
 GL0892  STATE/COUNTY-  NM/UNION
 GL0892  USGS QUAD   -  TRIPOD MOUNTAIN (1973)
 GL0892
 GL0892                         *CURRENT SURVEY CONTROL
 GL0892  ___________________________________________________________________
 GL0892* NAD 83(1986)-  36 24 20.     (N)    103 38 43.     (W)     SCALED    
 GL0892* NAVD 88     -      1759.655  (meters)    5773.13   (feet)  ADJUSTED  
 GL0892  ___________________________________________________________________
 GL0892  GEOID HEIGHT-         -20.09  (meters)                     GEOID03
 GL0892  DYNAMIC HT  -        1757.497 (meters)    5766.05  (feet)  COMP
 GL0892  MODELED GRAV-     979,342.9   (mgal)                       NAVD 88
 GL0892
 GL0892  VERT ORDER  -  SECOND    CLASS 0
 GL0892
 GL0892.The horizontal coordinates were scaled from a topographic map and have
 GL0892.an estimated accuracy of +/- 6 seconds.
 GL0892
 GL0892.The orthometric height was determined by differential leveling
 GL0892.and adjusted by the National Geodetic Survey in June 1991..
 GL0892
 GL0892.The geoid height was determined by GEOID03.
 GL0892
 GL0892.The dynamic height is computed by dividing the NAVD 88
 GL0892.geopotential number by the normal gravity value computed on the
 GL0892.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0892.degrees latitude (g = 980.6199 gals.).
 GL0892
 GL0892.The modeled gravity was interpolated from observed gravity values.
 GL0892
 GL0892;                    North         East    Units  Estimated Accuracy
 GL0892;SPC NM E     -   599,740.      226,710.      MT  (+/- 180 meters Scaled)
 GL0892
 GL0892                          SUPERSEDED SURVEY CONTROL
 GL0892
 GL0892  NGVD 29 (??/??/92) 1758.826  (m)         5770.41   (f) ADJ UNCH    2 0
 GL0892
 GL0892.Superseded values are not recommended for survey control.
 GL0892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0892.See file dsdata.txt to determine how the superseded data were derived.
 GL0892
 GL0892_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA214297(NAD 83)
 GL0892_MARKER: DB = BENCH MARK DISK
 GL0892_SETTING: 66 = SET IN ROCK OUTCROP
 GL0892_SP_SET: SANDSTONE ROCK
 GL0892_STAMPING: F 289 1955
 GL0892_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GL0892+STABILITY: POSITION/ELEVATION WELL
 GL0892
 GL0892  HISTORY     - Date     Condition        Report By
 GL0892  HISTORY     - 1955     MONUMENTED       CGS
 GL0892
 GL0892                          STATION DESCRIPTION
 GL0892
 GL0892'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GL0892'24.7 MI NE FROM GLADSTONE.
 GL0892'18.5 MILES EAST ALONG STATE HIGHWAY 58 FROM THE POST OFFICE AT
 GL0892'GLADSTONE, THENCE 6.2 MILES NORTH ALONG STATE ROAD 120, 22 FEET EAST
 GL0892'OF THE CENTER LINE OF THE STATE ROAD, 5.7 FEET EAST OF THE EAST EDGE
 GL0892'OF A CONCRETE DIP IN THE ROAD, 10.6 FEET SOUTHEAST OF THE EAST END OF
 GL0892'A 40 INCH PIPE CULVERT, SET IN THE TOP OF A LARGE FLAT SANDSTONE ROCK.
 GL0892'NOTE-- STATE HIGHWAY 58 HAS BEEN CHANGED TO U.S. HIGHWAY 56.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0005 ***********************************************************************
 FO0005  DESIGNATION -  F 29
 FO0005  PID         -  FO0005
 FO0005  STATE/COUNTY-  NM/SANTA FE
 FO0005  USGS QUAD   -  AGUA FRIA (1993)
 FO0005
 FO0005                         *CURRENT SURVEY CONTROL
 FO0005  ___________________________________________________________________
 FO0005* NAD 83(1986)-  35 44 51.     (N)    106 05 56.     (W)     SCALED    
 FO0005* NAVD 88     -      1890.414  (meters)    6202.13   (feet)  ADJUSTED  
 FO0005  ___________________________________________________________________
 FO0005  GEOID HEIGHT-         -19.24  (meters)                     GEOID03
 FO0005  DYNAMIC HT  -        1887.803 (meters)    6193.57  (feet)  COMP
 FO0005  MODELED GRAV-     979,185.2   (mgal)                       NAVD 88
 FO0005
 FO0005  VERT ORDER  -  FIRST     CLASS II
 FO0005
 FO0005.The horizontal coordinates were scaled from a topographic map and have
 FO0005.an estimated accuracy of +/- 6 seconds.
 FO0005
 FO0005.The orthometric height was determined by differential leveling
 FO0005.and adjusted by the National Geodetic Survey in June 1991..
 FO0005
 FO0005.The geoid height was determined by GEOID03.
 FO0005
 FO0005.The dynamic height is computed by dividing the NAVD 88
 FO0005.geopotential number by the normal gravity value computed on the
 FO0005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0005.degrees latitude (g = 980.6199 gals.).
 FO0005
 FO0005.The modeled gravity was interpolated from observed gravity values.
 FO0005
 FO0005;                    North         East    Units  Estimated Accuracy
 FO0005;SPC NM C     -   526,510.      513,670.      MT  (+/- 180 meters Scaled)
 FO0005
 FO0005                          SUPERSEDED SURVEY CONTROL
 FO0005
 FO0005  NGVD 29 (??/??/92) 1889.379  (m)         6198.74   (f) ADJ UNCH    1 2
 FO0005
 FO0005.Superseded values are not recommended for survey control.
 FO0005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0005.See file dsdata.txt to determine how the superseded data were derived.
 FO0005
 FO0005_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV006565(NAD 83)
 FO0005_MARKER: DB = BENCH MARK DISK
 FO0005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FO0005_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FO0005_STAMPING: F-29 1933
 FO0005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO0005+STABILITY: SURFACE MOTION
 FO0005
 FO0005  HISTORY     - Date     Condition        Report By
 FO0005  HISTORY     - 1933     MONUMENTED       CGS
 FO0005  HISTORY     - 1934     GOOD             NGS
 FO0005
 FO0005                          STATION DESCRIPTION
 FO0005
 FO0005'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 FO0005'12.9 MI NW FROM SANTA FE.
 FO0005'12.9 MILES NORTHWEST ALONG THE D AND R G W RR 0.8 MILES WEST OF JACONA
 FO0005'AND 7 FT. EAST OF M P 393 AND 20 FT. SOUTH OF THE CENTERLINE OF THE
 FO0005'TRACKS.
 FO0005
 FO0005                          STATION RECOVERY (1934)
 FO0005
 FO0005'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 FO0005'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0099 ***********************************************************************
 GM0099  DESIGNATION -  F 290
 GM0099  PID         -  GM0099
 GM0099  STATE/COUNTY-  NM/COLFAX
 GM0099  USGS QUAD   -  INGRAM LAKE (1974)
 GM0099
 GM0099                         *CURRENT SURVEY CONTROL
 GM0099  ___________________________________________________________________
 GM0099* NAD 83(1986)-  36 18 20.     (N)    104 08 03.     (W)     SCALED    
 GM0099* NAVD 88     -      1885.299  (meters)    6185.35   (feet)  ADJUSTED  
 GM0099  ___________________________________________________________________
 GM0099  GEOID HEIGHT-         -18.95  (meters)                     GEOID03
 GM0099  DYNAMIC HT  -        1882.938 (meters)    6177.61  (feet)  COMP
 GM0099  MODELED GRAV-     979,311.8   (mgal)                       NAVD 88
 GM0099
 GM0099  VERT ORDER  -  SECOND    CLASS 0
 GM0099
 GM0099.The horizontal coordinates were scaled from a topographic map and have
 GM0099.an estimated accuracy of +/- 6 seconds.
 GM0099
 GM0099.The orthometric height was determined by differential leveling
 GM0099.and adjusted by the National Geodetic Survey in June 1991..
 GM0099
 GM0099.The geoid height was determined by GEOID03.
 GM0099
 GM0099.The dynamic height is computed by dividing the NAVD 88
 GM0099.geopotential number by the normal gravity value computed on the
 GM0099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GM0099.degrees latitude (g = 980.6199 gals.).
 GM0099
 GM0099.The modeled gravity was interpolated from observed gravity values.
 GM0099
 GM0099;                    North         East    Units  Estimated Accuracy
 GM0099;SPC NM E     -   588,440.      182,890.      MT  (+/- 180 meters Scaled)
 GM0099
 GM0099                          SUPERSEDED SURVEY CONTROL
 GM0099
 GM0099  NGVD 29 (??/??/92) 1884.486  (m)         6182.68   (f) ADJ UNCH    2 0
 GM0099
 GM0099.Superseded values are not recommended for survey control.
 GM0099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0099.See file dsdata.txt to determine how the superseded data were derived.
 GM0099
 GM0099_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEA777181(NAD 83)
 GM0099_MARKER: DB = BENCH MARK DISK
 GM0099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GM0099_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GM0099_STAMPING: F 290 1956
 GM0099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GM0099+STABILITY: SURFACE MOTION
 GM0099
 GM0099  HISTORY     - Date     Condition        Report By
 GM0099  HISTORY     - 1956     MONUMENTED       CGS
 GM0099
 GM0099                          STATION DESCRIPTION
 GM0099
 GM0099'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 GM0099'7.05 MI E FROM ABBOTT.
 GM0099'7.05 MILES EAST ALONG STATE HIGHWAY 58 FROM THE POST OFFICE AT ABBOTT,
 GM0099'43 FEET WEST OF THE CENTER LINE OF A GRADED DIRT ROAD LEADING NORTH,
 GM0099'91 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 39 FEET NORTH OF A
 GM0099'FENCE, 12.6 FEET WEST OF A FENCE, 1.9 FEET EAST OF A WITNESS POST, SET
 GM0099'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE
 GM0099'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0155 ***********************************************************************
 FN0155  DESIGNATION -  F 291
 FN0155  PID         -  FN0155
 FN0155  STATE/COUNTY-  NM/SAN MIGUEL
 FN0155  USGS QUAD   -  MONTEZUMA (1961)
 FN0155
 FN0155                         *CURRENT SURVEY CONTROL
 FN0155  ___________________________________________________________________
 FN0155* NAD 83(1986)-  35 41 21.     (N)    105 22 03.     (W)     SCALED    
 FN0155* NAVD 88     -      2196.248  (meters)    7205.52   (feet)  ADJUSTED  
 FN0155  ___________________________________________________________________
 FN0155  GEOID HEIGHT-         -18.04  (meters)                     GEOID03
 FN0155  DYNAMIC HT  -        2193.138 (meters)    7195.32  (feet)  COMP
 FN0155  MODELED GRAV-     979,138.2   (mgal)                       NAVD 88
 FN0155
 FN0155  VERT ORDER  -  SECOND    CLASS 0
 FN0155
 FN0155.The horizontal coordinates were scaled from a topographic map and have
 FN0155.an estimated accuracy of +/- 6 seconds.
 FN0155
 FN0155.The orthometric height was determined by differential leveling
 FN0155.and adjusted by the National Geodetic Survey in June 1991..
 FN0155
 FN0155.The geoid height was determined by GEOID03.
 FN0155
 FN0155.The dynamic height is computed by dividing the NAVD 88
 FN0155.geopotential number by the normal gravity value computed on the
 FN0155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FN0155.degrees latitude (g = 980.6199 gals.).
 FN0155
 FN0155.The modeled gravity was interpolated from observed gravity values.
 FN0155
 FN0155;                    North         East    Units  Estimated Accuracy
 FN0155;SPC NM E     -   520,530.       71,400.      MT  (+/- 180 meters Scaled)
 FN0155
 FN0155                          SUPERSEDED SURVEY CONTROL
 FN0155
 FN0155  NGVD 29 (??/??/92) 2195.199  (m)         7202.08   (f) ADJ UNCH    2 0
 FN0155
 FN0155.Superseded values are not recommended for survey control.
 FN0155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0155.See file dsdata.txt to determine how the superseded data were derived.
 FN0155
 FN0155_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV667495(NAD 83)
 FN0155_MARKER: DB = BENCH MARK DISK
 FN0155_SETTING: 66 = SET IN ROCK OUTCROP
 FN0155_SP_SET: SET IN ROCK OUTCROP
 FN0155_STAMPING: F 291 1957
 FN0155_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FN0155+STABILITY: POSITION/ELEVATION WELL
 FN0155
 FN0155  HISTORY     - Date     Condition        Report By
 FN0155  HISTORY     - 1957     MONUMENTED       CGS
 FN0155
 FN0155                          STATION DESCRIPTION
 FN0155
 FN0155'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FN0155'1.1 MI NW FROM GALLINAS.
 FN0155'1.1 MILES NORTHWEST ALONG STATE ROAD 65 FROM THE CATHOLIC CHURCH AT
 FN0155'GALLINAS, 164 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE GALLINAS
 FN0155'SCHOOL BUILDING, 143 FEET EAST OF THE CENTER LINE OF A ROAD LEADING
 FN0155'UPHILL TO THE SCHOOLHOUSE, 38 FEET NORTH OF THE CENTER LINE OF THE
 FN0155'STATE ROAD, 35 FEET SOUTHEAST OF A POWER POLE, 12 FEET ABOVE THE LEVEL
 FN0155'OF THE ROAD, 1.0 FOOT ABOVE THE GROUND, SET IN THE TOP OF A 3X7 FOOT
 FN0155'FLAT ROCK OUTCROP, IN SECTION 21, TOWNSHIP 17 NORTH, RANGE 15 EAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1070 ***********************************************************************
 GL1070  DESIGNATION -  F 291
 GL1070  PID         -  GL1070
 GL1070  STATE/COUNTY-  NM/UNION
 GL1070  USGS QUAD   -  WETHERLY LAKE (1973)
 GL1070
 GL1070                         *CURRENT SURVEY CONTROL
 GL1070  ___________________________________________________________________
 GL1070* NAD 83(1986)-  36 38 37.     (N)    103 43 16.     (W)     SCALED    
 GL1070* NAVD 88     -      1913.312  (meters)    6277.26   (feet)  ADJUSTED  
 GL1070  ___________________________________________________________________
 GL1070  GEOID HEIGHT-         -19.62  (meters)                     GEOID03
 GL1070  DYNAMIC HT  -        1910.949 (meters)    6269.51  (feet)  COMP
 GL1070  MODELED GRAV-     979,327.4   (mgal)                       NAVD 88
 GL1070
 GL1070  VERT ORDER  -  FIRST     CLASS II
 GL1070
 GL1070.The horizontal coordinates were scaled from a topographic map and have
 GL1070.an estimated accuracy of +/- 6 seconds.
 GL1070
 GL1070.The orthometric height was determined by differential leveling
 GL1070.and adjusted by the National Geodetic Survey in June 1991..
 GL1070
 GL1070.The geoid height was determined by GEOID03.
 GL1070
 GL1070.The dynamic height is computed by dividing the NAVD 88
 GL1070.geopotential number by the normal gravity value computed on the
 GL1070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL1070.degrees latitude (g = 980.6199 gals.).
 GL1070
 GL1070.The modeled gravity was interpolated from observed gravity values.
 GL1070
 GL1070;                    North         East    Units  Estimated Accuracy
 GL1070;SPC NM E     -   626,100.      219,740.      MT  (+/- 180 meters Scaled)
 GL1070
 GL1070                          SUPERSEDED SURVEY CONTROL
 GL1070
 GL1070  NGVD 29 (??/??/92) 1912.399  (m)         6274.26   (f) ADJ UNCH    1 2
 GL1070
 GL1070.Superseded values are not recommended for survey control.
 GL1070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1070.See file dsdata.txt to determine how the superseded data were derived.
 GL1070
 GL1070_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA143561(NAD 83)
 GL1070_MARKER: DB = BENCH MARK DISK
 GL1070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL1070_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL1070_STAMPING: F 291 1955
 GL1070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL1070+STABILITY: SURFACE MOTION
 GL1070
 GL1070  HISTORY     - Date     Condition        Report By
 GL1070  HISTORY     - 1955     MONUMENTED       CGS
 GL1070  HISTORY     - 1973     GOOD             USGS
 GL1070
 GL1070                          STATION DESCRIPTION
 GL1070
 GL1070'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 GL1070'7.1 MI NW FROM GRENVILLE.
 GL1070'GRENVILLE, 7.1 MILES NORTHWEST OF ALONG THE COLORADO AND SOUTHERN
 GL1070'RAILWAY, 0.25 MILE NORTHWEST OF A FENCE LEADING SOUTHWEST, 127 FEET
 GL1070'SOUTHWEST OF A ROAD CROSSING, 104 FEET SOUTHWEST OF THE SOUTHWEST
 GL1070'RAIL, 28 FEET SOUTHEAST OF THE CENTER OF A GATE, 2.3 FEET SOUTHWEST OF
 GL1070'THE RIGHT-OF-WAY FENCE, SET IN THE TOP OF A CONCRETE POST PROJECTING
 GL1070'0.6 FOOT ABOVE GROUND, A STANDARD DISK STAMPED F 291 1955.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1236 ***********************************************************************
 GL1236  DESIGNATION -  F 292
 GL1236  PID         -  GL1236
 GL1236  STATE/COUNTY-  NM/UNION
 GL1236  USGS QUAD   -  MALPIE MOUNTAIN (1972)
 GL1236
 GL1236                         *CURRENT SURVEY CONTROL
 GL1236  ___________________________________________________________________
 GL1236* NAD 83(1986)-  36 37 01.     (N)    103 54 13.     (W)     SCALED    
 GL1236* NAVD 88     -      2043.086  (meters)    6703.02   (feet)  ADJUSTED  
 GL1236  ___________________________________________________________________
 GL1236  GEOID HEIGHT-         -19.06  (meters)                     GEOID03
 GL1236  DYNAMIC HT  -        2040.501 (meters)    6694.54  (feet)  COMP
 GL1236  MODELED GRAV-     979,292.4   (mgal)                       NAVD 88
 GL1236
 GL1236  VERT ORDER  -  SECOND    CLASS 0
 GL1236
 GL1236.The horizontal coordinates were scaled from a topographic map and have
 GL1236.an estimated accuracy of +/- 6 seconds.
 GL1236
 GL1236.The orthometric height was determined by differential leveling
 GL1236.and adjusted by the National Geodetic Survey in June 1991..
 GL1236
 GL1236.The geoid height was determined by GEOID03.
 GL1236
 GL1236.The dynamic height is computed by dividing the NAVD 88
 GL1236.geopotential number by the normal gravity value computed on the
 GL1236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL1236.degrees latitude (g = 980.6199 gals.).
 GL1236
 GL1236.The modeled gravity was interpolated from observed gravity values.
 GL1236
 GL1236;                    North         East    Units  Estimated Accuracy
 GL1236;SPC NM E     -   623,060.      203,440.      MT  (+/- 180 meters Scaled)
 GL1236
 GL1236                          SUPERSEDED SURVEY CONTROL
 GL1236
 GL1236  NGVD 29 (??/??/92) 2042.117  (m)         6699.85   (f) ADJ UNCH    2 0
 GL1236
 GL1236.Superseded values are not recommended for survey control.
 GL1236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1236.See file dsdata.txt to determine how the superseded data were derived.
 GL1236
 GL1236_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEA980529(NAD 83)
 GL1236_MARKER: DB = BENCH MARK DISK
 GL1236_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL1236_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL1236_STAMPING: F 292 1955
 GL1236_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL1236+STABILITY: SURFACE MOTION
 GL1236
 GL1236  HISTORY     - Date     Condition        Report By
 GL1236  HISTORY     - 1955     MONUMENTED       CGS
 GL1236
 GL1236                          STATION DESCRIPTION
 GL1236
 GL1236'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GL1236'13.55 MI SE FROM CAPULIN.
 GL1236'3.0 MILES EAST ALONG U.S. HIGHWAYS 64 AND 87 FROM THE POST OFFICE AT
 GL1236'CAPULIN, THENCE 8.45 MILES SOUTH ALONG A GRADED DIRT ROAD, THENCE 2.1
 GL1236'MILES SOUTHEAST ALONG A TRACK ROAD, 269 FEET SOUTH OF A POWER POLE,
 GL1236'124 FEET NORTHEAST OF THE CENTER LINE OF A TRACK ROAD, 2.4 FEET EAST
 GL1236'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 GL1236'0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0189 ***********************************************************************
 FN0189  DESIGNATION -  F 292
 FN0189  PID         -  FN0189
 FN0189  STATE/COUNTY-  NM/SAN MIGUEL
 FN0189  USGS QUAD   -  EL PORVENIR (1961)
 FN0189
 FN0189                         *CURRENT SURVEY CONTROL
 FN0189  ___________________________________________________________________
 FN0189* NAD 83(1986)-  35 37 51.     (N)    105 24 48.     (W)     SCALED    
 FN0189* NAVD 88     -      2151.508  (meters)    7058.74   (feet)  ADJUSTED  
 FN0189  ___________________________________________________________________
 FN0189  GEOID HEIGHT-         -18.10  (meters)                     GEOID03
 FN0189  DYNAMIC HT  -        2148.471 (meters)    7048.78  (feet)  COMP
 FN0189  MODELED GRAV-     979,144.6   (mgal)                       NAVD 88
 FN0189
 FN0189  VERT ORDER  -  SECOND    CLASS 0
 FN0189
 FN0189.The horizontal coordinates were scaled from a topographic map and have
 FN0189.an estimated accuracy of +/- 6 seconds.
 FN0189
 FN0189.The orthometric height was determined by differential leveling
 FN0189.and adjusted by the National Geodetic Survey in June 1991..
 FN0189
 FN0189.The geoid height was determined by GEOID03.
 FN0189
 FN0189.The dynamic height is computed by dividing the NAVD 88
 FN0189.geopotential number by the normal gravity value computed on the
 FN0189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FN0189.degrees latitude (g = 980.6199 gals.).
 FN0189
 FN0189.The modeled gravity was interpolated from observed gravity values.
 FN0189
 FN0189;                    North         East    Units  Estimated Accuracy
 FN0189;SPC NM E     -   514,100.       67,180.      MT  (+/- 180 meters Scaled)
 FN0189
 FN0189                          SUPERSEDED SURVEY CONTROL
 FN0189
 FN0189  NGVD 29 (??/??/92) 2150.475  (m)         7055.35   (f) ADJ UNCH    2 0
 FN0189
 FN0189.Superseded values are not recommended for survey control.
 FN0189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0189.See file dsdata.txt to determine how the superseded data were derived.
 FN0189
 FN0189_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV625430(NAD 83)
 FN0189_MARKER: DB = BENCH MARK DISK
 FN0189_SETTING: 66 = SET IN ROCK OUTCROP
 FN0189_SP_SET: SET IN ROCK OUTCROP
 FN0189_STAMPING: F 292 1957
 FN0189_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FN0189+STABILITY: POSITION/ELEVATION WELL
 FN0189
 FN0189  HISTORY     - Date     Condition        Report By
 FN0189  HISTORY     - 1957     MONUMENTED       CGS
 FN0189
 FN0189                          STATION DESCRIPTION
 FN0189
 FN0189'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FN0189'4.3 MI N FROM SAN GERONIMO.
 FN0189'0.1 MILE WEST ALONG A DIRT ROAD FROM THE SCHOOLHOUSE AT SAN GERONIMO,
 FN0189'THENCE 4.2 MILES NORTH ALONG A WINDING DIRT ROAD, 0.15 MILE SOUTHEAST
 FN0189'OF A CREEK CROSSING, 88 FEET NORTHEAST OF A POWER POLE, 19 FEET
 FN0189'NORTHEAST OF THE CENTER LINE OF THE ROAD, 3 FEET SOUTHWEST OF A FENCE,
 FN0189'7 FEET ABOVE THE LEVEL OF THE ROAD, 1.7 FEET ABOVE THE GROUND, SET IN
 FN0189'THE TOP OF A SMALL GRANITE OUTCROP, IN THE SOUTHEAST 1/4 OF SECTION
 FN0189'12, TOWNSHIP 16 NORTH, RANGE 14 EAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0911 ***********************************************************************
 GL0911  DESIGNATION -  F 293
 GL0911  PID         -  GL0911
 GL0911  STATE/COUNTY-  NM/UNION
 GL0911  USGS QUAD   -  GLADSTONE (1977)
 GL0911
 GL0911                         *CURRENT SURVEY CONTROL
 GL0911  ___________________________________________________________________
 GL0911* NAD 83(1986)-  36 21 50.     (N)    103 54 03.     (W)     SCALED    
 GL0911* NAVD 88     -      1859.953  (meters)    6102.20   (feet)  ADJUSTED  
 GL0911  ___________________________________________________________________
 GL0911  GEOID HEIGHT-         -19.28  (meters)                     GEOID03
 GL0911  DYNAMIC HT  -        1857.666 (meters)    6094.69  (feet)  COMP
 GL0911  MODELED GRAV-     979,335.0   (mgal)                       NAVD 88
 GL0911
 GL0911  VERT ORDER  -  SECOND    CLASS 0
 GL0911
 GL0911.The horizontal coordinates were scaled from a topographic map and have
 GL0911.an estimated accuracy of +/- 6 seconds.
 GL0911
 GL0911.The orthometric height was determined by differential leveling
 GL0911.and adjusted by the National Geodetic Survey in June 1991..
 GL0911
 GL0911.The geoid height was determined by GEOID03.
 GL0911
 GL0911.The dynamic height is computed by dividing the NAVD 88
 GL0911.geopotential number by the normal gravity value computed on the
 GL0911.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0911.degrees latitude (g = 980.6199 gals.).
 GL0911
 GL0911.The modeled gravity was interpolated from observed gravity values.
 GL0911
 GL0911;                    North         East    Units  Estimated Accuracy
 GL0911;SPC NM E     -   594,980.      203,810.      MT  (+/- 180 meters Scaled)
 GL0911
 GL0911                          SUPERSEDED SURVEY CONTROL
 GL0911
 GL0911  NGVD 29 (??/??/92) 1859.147  (m)         6099.55   (f) ADJ UNCH    2 0
 GL0911
 GL0911.Superseded values are not recommended for survey control.
 GL0911.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0911.See file dsdata.txt to determine how the superseded data were derived.
 GL0911
 GL0911_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEA986248(NAD 83)
 GL0911_MARKER: DB = BENCH MARK DISK
 GL0911_SETTING: 66 = SET IN ROCK OUTCROP
 GL0911_SP_SET: LAVA ROCK OUTCROP
 GL0911_STAMPING: F 293 1955
 GL0911_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GL0911+STABILITY: POSITION/ELEVATION WELL
 GL0911
 GL0911  HISTORY     - Date     Condition        Report By
 GL0911  HISTORY     - 1955     MONUMENTED       CGS
 GL0911
 GL0911                          STATION DESCRIPTION
 GL0911
 GL0911'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GL0911'9.45 MI SW FROM SOFIA.
 GL0911'0.4 MILE EAST ALONG A GRAVELED ROAD FROM THE SCHOOLHOUSE AT SOFIA,
 GL0911'THENCE 1.0 MILE SOUTH ALONG A GRADED DIRT ROAD, THENCE 1.0 MILE WEST
 GL0911'ALONG A GRADED DIRT ROAD, THENCE 0.9 MILE SOUTH ALONG A TRACK ROAD,
 GL0911'THENCE 1.0 MILE WEST ALONG A TRACK ROAD, THENCE 1.0 MILE SOUTH ALONG A
 GL0911'DIM FIELD ROAD, THENCE 0.2 MILE SOUTH ALONG A FENCE, THENCE 3.95 MILES
 GL0911'SOUTHWEST ALONG A DIM TRACK ROAD, 0.2 MILE EAST OF A WINDMILL, 80 FEET
 GL0911'WEST OF THE CENTER LINE OF A DIRT ROAD, 62 FEET WEST OF A FENCE, 62
 GL0911'FEET WEST OF A WITNESS POST, 1.0 MILE NORTH OF BENCH MARK A 289, 1.0
 GL0911'FOOT ABOVE THE GROUND, SET IN THE TOP OF A LAVA ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0274 ***********************************************************************
 FN0274  DESIGNATION -  F 293
 FN0274  PID         -  FN0274
 FN0274  STATE/COUNTY-  NM/SAN MIGUEL
 FN0274  USGS QUAD   -  SAN JOSE (1989)
 FN0274
 FN0274                         *CURRENT SURVEY CONTROL
 FN0274  ___________________________________________________________________
 FN0274* NAD 83(1986)-  35 27 28.     (N)    105 29 00.     (W)     SCALED    
 FN0274* NAVD 88     -      1987.559  (meters)    6520.85   (feet)  ADJUSTED  
 FN0274  ___________________________________________________________________
 FN0274  GEOID HEIGHT-         -18.67  (meters)                     GEOID03
 FN0274  DYNAMIC HT  -        1984.815 (meters)    6511.85  (feet)  COMP
 FN0274  MODELED GRAV-     979,181.7   (mgal)                       NAVD 88
 FN0274
 FN0274  VERT ORDER  -  SECOND    CLASS 0
 FN0274
 FN0274.The horizontal coordinates were scaled from a topographic map and have
 FN0274.an estimated accuracy of +/- 6 seconds.
 FN0274
 FN0274.The orthometric height was determined by differential leveling
 FN0274.and adjusted by the National Geodetic Survey in June 1991..
 FN0274
 FN0274.The geoid height was determined by GEOID03.
 FN0274
 FN0274.The dynamic height is computed by dividing the NAVD 88
 FN0274.geopotential number by the normal gravity value computed on the
 FN0274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FN0274.degrees latitude (g = 980.6199 gals.).
 FN0274
 FN0274.The modeled gravity was interpolated from observed gravity values.
 FN0274
 FN0274;                    North         East    Units  Estimated Accuracy
 FN0274;SPC NM E     -   494,970.       60,610.      MT  (+/- 180 meters Scaled)
 FN0274
 FN0274                          SUPERSEDED SURVEY CONTROL
 FN0274
 FN0274  NGVD 29 (??/??/92) 1986.622  (m)         6517.78   (f) ADJ UNCH    2 0
 FN0274
 FN0274.Superseded values are not recommended for survey control.
 FN0274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0274.See file dsdata.txt to determine how the superseded data were derived.
 FN0274
 FN0274_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV561239(NAD 83)
 FN0274_MARKER: DB = BENCH MARK DISK
 FN0274_SETTING: 66 = SET IN ROCK OUTCROP
 FN0274_SP_SET: SET IN ROCK OUTCROP
 FN0274_STAMPING: F 293 1957
 FN0274_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FN0274+STABILITY: POSITION/ELEVATION WELL
 FN0274
 FN0274  HISTORY     - Date     Condition        Report By
 FN0274  HISTORY     - 1957     MONUMENTED       CGS
 FN0274  HISTORY     - 19860401 GOOD             USGS
 FN0274
 FN0274                          STATION DESCRIPTION
 FN0274
 FN0274'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FN0274'4.85 MI NE FROM SANDS.
 FN0274'0.1 MILE NORTHEAST ACROSS A PASTURE FROM THE ATCHISON, TOPEKA AND
 FN0274'SANTA FE RAILROAD STATION SIGN AT SANDS, THENCE 0.45 MILE EAST ALONG
 FN0274'U.S. HIGHWAYS 84 AND 85, THENCE 3.05 MILES NORTHEAST ALONG A WINDING
 FN0274'DIRT ROAD, THENCE 0.75 MILE NORTH ALONG THE LEFT FORK OF THE ROAD,
 FN0274'THENCE 0.5 MILE NORTHEAST ALONG A DIM MOUNTAIN ROAD, 154 FEET WEST OF
 FN0274'THE SOUTHWEST CORNER OF AN ABANDONED ADOBE HOUSE, 99 FEET SOUTH OF THE
 FN0274'SOUTH EDGE OF A DEEP RAVINE, 145 FEET NORTHWEST OF A LONE 8 INCH CEDAR
 FN0274'TREE, 50 FEET NORTHEAST OF THE CENTER LINE OF A TRACK ROAD, 0.2 FOOT
 FN0274'ABOVE THE GROUND, SET IN THE TOP OF A SMALL FLAT ROCK OUTCROP, IN
 FN0274'SECTION 8, TOWNSHIP 14 NORTH, RANGE 14 EAST.
 FN0274
 FN0274                          STATION RECOVERY (1986)
 FN0274
 FN0274'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986 (DRG)
 FN0274'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0366 ***********************************************************************
 GM0366  DESIGNATION -  F 294
 GM0366  PID         -  GM0366
 GM0366  STATE/COUNTY-  NM/MORA
 GM0366  USGS QUAD   -  LUCERO (1994)
 GM0366
 GM0366                         *CURRENT SURVEY CONTROL
 GM0366  ___________________________________________________________________
 GM0366* NAD 83(1986)-  36 06 01.     (N)    105 14 34.     (W)     SCALED    
 GM0366* NAVD 88     -      2262.260  (meters)    7422.10   (feet)  ADJUSTED  
 GM0366  ___________________________________________________________________
 GM0366  GEOID HEIGHT-         -17.64  (meters)                     GEOID03
 GM0366  DYNAMIC HT  -        2259.044 (meters)    7411.55  (feet)  COMP
 GM0366  MODELED GRAV-     979,129.6   (mgal)                       NAVD 88
 GM0366
 GM0366  VERT ORDER  -  SECOND    CLASS 0
 GM0366
 GM0366.The horizontal coordinates were scaled from a topographic map and have
 GM0366.an estimated accuracy of +/- 6 seconds.
 GM0366
 GM0366.The orthometric height was determined by differential leveling
 GM0366.and adjusted by the National Geodetic Survey in June 1991..
 GM0366
 GM0366.The geoid height was determined by GEOID03.
 GM0366
 GM0366.The dynamic height is computed by dividing the NAVD 88
 GM0366.geopotential number by the normal gravity value computed on the
 GM0366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GM0366.degrees latitude (g = 980.6199 gals.).
 GM0366
 GM0366.The modeled gravity was interpolated from observed gravity values.
 GM0366
 GM0366;                    North         East    Units  Estimated Accuracy
 GM0366;SPC NM E     -   566,030.       83,110.      MT  (+/- 180 meters Scaled)
 GM0366
 GM0366                          SUPERSEDED SURVEY CONTROL
 GM0366
 GM0366  NGVD 29 (??/??/92) 2261.083  (m)         7418.24   (f) ADJ UNCH    2 0
 GM0366
 GM0366.Superseded values are not recommended for survey control.
 GM0366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0366.See file dsdata.txt to determine how the superseded data were derived.
 GM0366
 GM0366_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV781950(NAD 83)
 GM0366_MARKER: DB = BENCH MARK DISK
 GM0366_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GM0366_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GM0366_STAMPING: F 294 1957
 GM0366_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GM0366+STABILITY: SURFACE MOTION
 GM0366
 GM0366  HISTORY     - Date     Condition        Report By
 GM0366  HISTORY     - 1957     MONUMENTED       CGS
 GM0366
 GM0366                          STATION DESCRIPTION
 GM0366
 GM0366'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GM0366'10.6 MI NE FROM MORA.
 GM0366'ABOUT 10.6 MILES NORTHEAST ALONG STATE HIGHWAY 38 FROM THE JUNCTION OF
 GM0366'STATE HIGHWAY 3 AT MORA, ON THE OUTSIDE OF A CURVE WITH TANGENTS SOUTH
 GM0366'AND NORTH-NORTHWEST, 115 YARDS NORTH ALONG THE HIGHWAY FROM A 9 FOOT
 GM0366'WOODEN BRIDGE WITH BOULDER RIP RAP WING WALLS THAT SPANS A GRAVEL DRY
 GM0366'WASH, 39 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 14 FEET EAST OF
 GM0366'THE EAST HIGHWAY RIGHT OF WAY FENCE, 9 FEET NORTHEAST OF THE FIRST
 GM0366'POWER POLE SOUTH OF A BEND IN THE POWERLINE, 2 FEET SOUTH OF A
 GM0366'EAST-WEST FENCE LINE, 1 1/2 FEET SOUTH OF A WHITE WOODEN WITNESS POST,
 GM0366'ABOUT 3 FEET ABOVE THE LEVEL OF THE HIGHWAY AND IN THE TOP OF A
 GM0366'CONCRETE POST WHICH PROJECTS 7-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0244 ***********************************************************************
 GM0244  DESIGNATION -  F 295
 GM0244  PID         -  GM0244
 GM0244  STATE/COUNTY-  NM/COLFAX
 GM0244  USGS QUAD   -  TOUCH-ME-NOT MOUNTAIN (1987)
 GM0244
 GM0244                         *CURRENT SURVEY CONTROL
 GM0244  ___________________________________________________________________
 GM0244* NAD 83(1986)-  36 32 42.     (N)    105 13 59.     (W)     SCALED    
 GM0244* NAVD 88     -      2571.476  (meters)    8436.58   (feet)  ADJUSTED  
 GM0244  ___________________________________________________________________
 GM0244  GEOID HEIGHT-         -16.65  (meters)                     GEOID03
 GM0244  DYNAMIC HT  -        2567.805 (meters)    8424.54  (feet)  COMP
 GM0244  MODELED GRAV-     979,111.2   (mgal)                       NAVD 88
 GM0244
 GM0244  VERT ORDER  -  FIRST     CLASS II
 GM0244
 GM0244.The horizontal coordinates were scaled from a topographic map and have
 GM0244.an estimated accuracy of +/- 6 seconds.
 GM0244
 GM0244.The orthometric height was determined by differential leveling
 GM0244.and adjusted by the National Geodetic Survey in June 1991..
 GM0244
 GM0244.The geoid height was determined by GEOID03.
 GM0244
 GM0244.The dynamic height is computed by dividing the NAVD 88
 GM0244.geopotential number by the normal gravity value computed on the
 GM0244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GM0244.degrees latitude (g = 980.6199 gals.).
 GM0244
 GM0244.The modeled gravity was interpolated from observed gravity values.
 GM0244
 GM0244;                    North         East    Units  Estimated Accuracy
 GM0244;SPC NM E     -   615,360.       84,450.      MT  (+/- 180 meters Scaled)
 GM0244
 GM0244                          SUPERSEDED SURVEY CONTROL
 GM0244
 GM0244  NGVD 29 (??/??/92) 2570.229  (m)         8432.49   (f) ADJ UNCH    1 2
 GM0244
 GM0244.Superseded values are not recommended for survey control.
 GM0244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0244.See file dsdata.txt to determine how the superseded data were derived.
 GM0244
 GM0244_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDA791444(NAD 83)
 GM0244_MARKER: DB = BENCH MARK DISK
 GM0244_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GM0244_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GM0244_STAMPING: F 295 1957
 GM0244_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GM0244+STABILITY: SURFACE MOTION
 GM0244
 GM0244  HISTORY     - Date     Condition        Report By
 GM0244  HISTORY     - 1957     MONUMENTED       CGS
 GM0244
 GM0244                          STATION DESCRIPTION
 GM0244
 GM0244'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GM0244'2.05 MI E FROM EAGLE NEST.
 GM0244'ABOUT 2.05 MILES EAST ALONG U.S. HIGHWAY 64 FROM THE JUNCTION OF STATE
 GM0244'HIGHWAY 38 AT EAGLE NEST, AT THE SUMMIT OF THERMA PASS, 67 FEET NORTH
 GM0244'OF THE CENTER LINE OF THE HIGHWAY, 141 FEET SOUTHEAST OF A POWER POLE,
 GM0244'127 FEET SOUTH OF A POINT IN LINE WITH POLES, 1 1/2 FEET SOUTH OF THE
 GM0244'FENCE LINE, 2 FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL
 GM0244'WITH THE HIGHWAY AND IN THE TOP OF A CONCRETE POST WHICH PROJECTS 6
 GM0244'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0613 ***********************************************************************
 FM0613  DESIGNATION -  F 296
 FM0613  PID         -  FM0613
 FM0613  STATE/COUNTY-  NM/HARDING
 FM0613  USGS QUAD   -  LOGAN NORTH (1989)
 FM0613
 FM0613                         *CURRENT SURVEY CONTROL
 FM0613  ___________________________________________________________________
 FM0613* NAD 83(1986)-  35 27 04.     (N)    103 29 11.     (W)     SCALED    
 FM0613* NAVD 88     -      1233.149  (meters)    4045.76   (feet)  ADJUSTED  
 FM0613  ___________________________________________________________________
 FM0613  GEOID HEIGHT-         -22.91  (meters)                     GEOID03
 FM0613  DYNAMIC HT  -        1231.665 (meters)    4040.89  (feet)  COMP
 FM0613  MODELED GRAV-     979,387.3   (mgal)                       NAVD 88
 FM0613
 FM0613  VERT ORDER  -  SECOND    CLASS 0
 FM0613
 FM0613.The horizontal coordinates were scaled from a topographic map and have
 FM0613.an estimated accuracy of +/- 6 seconds.
 FM0613
 FM0613.The orthometric height was determined by differential leveling
 FM0613.and adjusted by the National Geodetic Survey in June 1991..
 FM0613
 FM0613.The geoid height was determined by GEOID03.
 FM0613
 FM0613.The dynamic height is computed by dividing the NAVD 88
 FM0613.geopotential number by the normal gravity value computed on the
 FM0613.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0613.degrees latitude (g = 980.6199 gals.).
 FM0613
 FM0613.The modeled gravity was interpolated from observed gravity values.
 FM0613
 FM0613;                    North         East    Units  Estimated Accuracy
 FM0613;SPC NM E     -   493,950.      241,880.      MT  (+/- 180 meters Scaled)
 FM0613
 FM0613                          SUPERSEDED SURVEY CONTROL
 FM0613
 FM0613  NGVD 29 (??/??/92) 1232.569  (m)         4043.85   (f) ADJ UNCH    2 0
 FM0613
 FM0613.Superseded values are not recommended for survey control.
 FM0613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0613.See file dsdata.txt to determine how the superseded data were derived.
 FM0613
 FM0613_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFV373241(NAD 83)
 FM0613_MARKER: DB = BENCH MARK DISK
 FM0613_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0613_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0613_STAMPING: F 296 1957
 FM0613_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0613+STABILITY: SURFACE MOTION
 FM0613
 FM0613  HISTORY     - Date     Condition        Report By
 FM0613  HISTORY     - 1957     MONUMENTED       CGS
 FM0613
 FM0613                          STATION DESCRIPTION
 FM0613
 FM0613'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FM0613'8.8 MI NW FROM LOGAN.
 FM0613'ABOUT 2.5 MILES NORTHWEST ALONG STATE HIGHWAY 39 FROM THE JUNCTION OF
 FM0613'U.S. HIGHWAY 54 AT LOGAN, THENCE 3.05 MILES WEST ALONG A ROAD, THENCE
 FM0613'3.25 MILES NORTH ALONG A ROAD, IN SECTION 12, T. 14 N., R 32 E., 46
 FM0613'FEET WEST OF THE CENTER LINE OF THE ROAD, 140 FEET EAST-SOUTHEAST OF
 FM0613'THE SOUTHEAST CORNER OF THE RAYMOND WALKER HOME, 6 FEET WEST OF A
 FM0613'POWER POLE, 2 1/2 FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT
 FM0613'LEVEL WITH THE ROAD AND IN THE TOP OF A CONCRETE POST WHICH PROJECTS 4
 FM0613'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0774 ***********************************************************************
 FM0774  DESIGNATION -  F 297
 FM0774  PID         -  FM0774
 FM0774  STATE/COUNTY-  NM/HARDING
 FM0774  USGS QUAD   -  BUFFALO SPRINGS (1969)
 FM0774
 FM0774                         *CURRENT SURVEY CONTROL
 FM0774  ___________________________________________________________________
 FM0774* NAD 83(1986)-  35 40 42.     (N)    103 45 01.     (W)     SCALED    
 FM0774* NAVD 88     -      1282.709  (meters)    4208.35   (feet)  ADJUSTED  
 FM0774  ___________________________________________________________________
 FM0774  GEOID HEIGHT-         -21.73  (meters)                     GEOID03
 FM0774  DYNAMIC HT  -        1281.164 (meters)    4203.29  (feet)  COMP
 FM0774  MODELED GRAV-     979,384.4   (mgal)                       NAVD 88
 FM0774
 FM0774  VERT ORDER  -  SECOND    CLASS 0
 FM0774
 FM0774.The horizontal coordinates were scaled from a topographic map and have
 FM0774.an estimated accuracy of +/- 6 seconds.
 FM0774
 FM0774.The orthometric height was determined by differential leveling
 FM0774.and adjusted by the National Geodetic Survey in June 1991..
 FM0774
 FM0774.The geoid height was determined by GEOID03.
 FM0774
 FM0774.The dynamic height is computed by dividing the NAVD 88
 FM0774.geopotential number by the normal gravity value computed on the
 FM0774.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0774.degrees latitude (g = 980.6199 gals.).
 FM0774
 FM0774.The modeled gravity was interpolated from observed gravity values.
 FM0774
 FM0774;                    North         East    Units  Estimated Accuracy
 FM0774;SPC NM E     -   518,990.      217,780.      MT  (+/- 180 meters Scaled)
 FM0774
 FM0774                          SUPERSEDED SURVEY CONTROL
 FM0774
 FM0774  NGVD 29 (??/??/92) 1282.080  (m)         4206.29   (f) ADJ UNCH    2 0
 FM0774
 FM0774.Superseded values are not recommended for survey control.
 FM0774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0774.See file dsdata.txt to determine how the superseded data were derived.
 FM0774
 FM0774_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFV130489(NAD 83)
 FM0774_MARKER: DB = BENCH MARK DISK
 FM0774_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FM0774_SP_SET: CURB
 FM0774_STAMPING: F 297 1957
 FM0774_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FM0774
 FM0774  HISTORY     - Date     Condition        Report By
 FM0774  HISTORY     - 1957     MONUMENTED       CGS
 FM0774
 FM0774                          STATION DESCRIPTION
 FM0774
 FM0774'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FM0774'19.4 MI SE FROM MOSQUERO.
 FM0774'ABOUT 19.4 MILES SOUTHEAST ALONG STATE HIGHWAY 39 FROM THE CITY WATER
 FM0774'TANK AT MOSQUERO, IN SECTION 28, T. 17 N., R. 30 E., IN THE SOUTH END
 FM0774'OF THE WEST CONCRETE CURB OF THE BRIDGE OVER MOSQUERO CREEK, 13 FEET
 FM0774'WEST OF THE CENTER LINE OF THE HIGHWAY AND ABOUT 1 FOOT ABOVE THE
 FM0774'LEVEL OF THE ROADWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0432 ***********************************************************************
 FO0432  DESIGNATION -  F 298
 FO0432  PID         -  FO0432
 FO0432  STATE/COUNTY-  NM/SANDOVAL
 FO0432  USGS QUAD   -  JEMEZ PUEBLO (1969)
 FO0432
 FO0432                         *CURRENT SURVEY CONTROL
 FO0432  ___________________________________________________________________
 FO0432* NAD 83(1986)-  35 35 30.     (N)    106 44 14.     (W)     SCALED    
 FO0432* NAVD 88     -      1694.105  (meters)    5558.08   (feet)  ADJUSTED  
 FO0432  ___________________________________________________________________
 FO0432  GEOID HEIGHT-         -20.21  (meters)                     GEOID03
 FO0432  DYNAMIC HT  -        1691.839 (meters)    5550.64  (feet)  COMP
 FO0432  MODELED GRAV-     979,236.5   (mgal)                       NAVD 88
 FO0432
 FO0432  VERT ORDER  -  SECOND    CLASS 0
 FO0432
 FO0432.The horizontal coordinates were scaled from a topographic map and have
 FO0432.an estimated accuracy of +/- 6 seconds.
 FO0432
 FO0432.The orthometric height was determined by differential leveling
 FO0432.and adjusted by the National Geodetic Survey in June 1991..
 FO0432
 FO0432.The geoid height was determined by GEOID03.
 FO0432
 FO0432.The dynamic height is computed by dividing the NAVD 88
 FO0432.geopotential number by the normal gravity value computed on the
 FO0432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0432.degrees latitude (g = 980.6199 gals.).
 FO0432
 FO0432.The modeled gravity was interpolated from observed gravity values.
 FO0432
 FO0432;                    North         East    Units  Estimated Accuracy
 FO0432;SPC NM C     -   509,320.      455,850.      MT  (+/- 180 meters Scaled)
 FO0432
 FO0432                          SUPERSEDED SURVEY CONTROL
 FO0432
 FO0432  NGVD 29 (??/??/92) 1693.191  (m)         5555.08   (f) ADJ UNCH    2 0
 FO0432
 FO0432.Superseded values are not recommended for survey control.
 FO0432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0432.See file dsdata.txt to determine how the superseded data were derived.
 FO0432
 FO0432_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV426400(NAD 83)
 FO0432_MARKER: DB = BENCH MARK DISK
 FO0432_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FO0432_SP_SET: CULVERT
 FO0432_STAMPING: F 298 1957
 FO0432_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FO0432
 FO0432  HISTORY     - Date     Condition        Report By
 FO0432  HISTORY     - 1957     MONUMENTED       CGS
 FO0432  HISTORY     - 1989     GOOD             USPSQD
 FO0432
 FO0432                          STATION DESCRIPTION
 FO0432
 FO0432'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FO0432'1.75 MI SW FROM JEMEZ.
 FO0432'ABOUT 0.15 MILE EAST ALONG A DIRT ROAD FROM THE SAN DIEGO CATHOLIC
 FO0432'CHURCH AT JEMEZ,THENCE 1.6 MILES SOUTHWEST ALONG STATE HIGHWAY 4, IN
 FO0432'T. 16 N., R. 2 E., AND NEAR THE CENTER OF THE NORTHWEST QUARTER OF
 FO0432'SECTION 28, 22 FEET WEST OF THE CENTERLINE OF THE HIGHWAY,1 FOOT BELOW
 FO0432'THE LEVEL OF THE HIGHWAY, SET IN THE TOP OF SOUTH END OF THE WEST
 FO0432'HEADWALL OF A LARGE TWIN CHANNEL CONCRETE CULVERT.
 FO0432
 FO0432                          STATION RECOVERY (1989)
 FO0432
 FO0432'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 FO0432'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0468 ***********************************************************************
 FO0468  DESIGNATION -  F 299
 FO0468  PID         -  FO0468
 FO0468  STATE/COUNTY-  NM/SANDOVAL
 FO0468  USGS QUAD   -  LA VENTANA (1970)
 FO0468
 FO0468                         *CURRENT SURVEY CONTROL
 FO0468  ___________________________________________________________________
 FO0468* NAD 83(1986)-  35 49 05.     (N)    106 58 06.     (W)     SCALED    
 FO0468* NAVD 88     -      1991.434  (meters)    6533.56   (feet)  ADJUSTED  
 FO0468  ___________________________________________________________________
 FO0468  GEOID HEIGHT-         -19.77  (meters)                     GEOID03
 FO0468  DYNAMIC HT  -        1988.675 (meters)    6524.51  (feet)  COMP
 FO0468  MODELED GRAV-     979,176.6   (mgal)                       NAVD 88
 FO0468
 FO0468  VERT ORDER  -  SECOND    CLASS 0
 FO0468
 FO0468.The horizontal coordinates were scaled from a topographic map and have
 FO0468.an estimated accuracy of +/- 6 seconds.
 FO0468
 FO0468.The orthometric height was determined by differential leveling
 FO0468.and adjusted by the National Geodetic Survey in June 1991..
 FO0468
 FO0468.The geoid height was determined by GEOID03.
 FO0468
 FO0468.The dynamic height is computed by dividing the NAVD 88
 FO0468.geopotential number by the normal gravity value computed on the
 FO0468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0468.degrees latitude (g = 980.6199 gals.).
 FO0468
 FO0468.The modeled gravity was interpolated from observed gravity values.
 FO0468
 FO0468;                    North         East    Units  Estimated Accuracy
 FO0468;SPC NM C     -   534,570.      435,090.      MT  (+/- 180 meters Scaled)
 FO0468
 FO0468                          SUPERSEDED SURVEY CONTROL
 FO0468
 FO0468  NGVD 29 (??/??/92) 1990.396  (m)         6530.16   (f) ADJ UNCH    2 0
 FO0468
 FO0468.Superseded values are not recommended for survey control.
 FO0468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0468.See file dsdata.txt to determine how the superseded data were derived.
 FO0468
 FO0468_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV221655(NAD 83)
 FO0468_MARKER: DB = BENCH MARK DISK
 FO0468_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FO0468_SP_SET: CULVERT
 FO0468_STAMPING: F 299 1957
 FO0468_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FO0468
 FO0468  HISTORY     - Date     Condition        Report By
 FO0468  HISTORY     - 1957     MONUMENTED       CGS
 FO0468
 FO0468                          STATION DESCRIPTION
 FO0468
 FO0468'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FO0468'15.05 MI S FROM CUBA.
 FO0468'ABOUT 15.05 MILES SOUTH ALONG STATE HIGHWAY 44 FROM THE BRIDGE OVER
 FO0468'THE RIO PUERCO AT CUBA, 0.7 MILES SOUTH OF A DIRT ROAD SOUTHWEST TO LA
 FO0468'VENTANA, IN T. 18 N., R. 1 W., AND NEAR THE CENTER OF THE WEST EDGE OF
 FO0468'S. 5, 110 YARDS SOUTHEAST OF A CATTLE GUARD, 20 FEET SOUTHWEST OF THE
 FO0468'CENTERLINE OF THE HIGHWAY, 32 YARDS NORTHEAST OF THE CENTER OF A WIRE
 FO0468'GATE IN A FENCE, ON THE OUTSIDE OF A CURVE WITH TANGENTS NORTH AND
 FO0468'SOUTHEAST, ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY, SET IN THE TOP
 FO0468'OF THE NORTHWEST END OF THE SOUTHWEST HEADWALL OF A 2 X 4 FOOT
 FO0468'CONCRETE CULVERT UNDER THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0469 ***********************************************************************
 FO0469  DESIGNATION -  F 299 RESET
 FO0469  PID         -  FO0469
 FO0469  STATE/COUNTY-  NM/SANDOVAL
 FO0469  USGS QUAD   -  LA VENTANA (1970)
 FO0469
 FO0469                         *CURRENT SURVEY CONTROL
 FO0469  ___________________________________________________________________
 FO0469* NAD 83(1986)-  35 49 04.     (N)    106 58 06.     (W)     SCALED    
 FO0469* NAVD 88     -      1990.11   (meters)    6529.2    (feet)  RESET     
 FO0469  ___________________________________________________________________
 FO0469  GEOID HEIGHT-         -19.77  (meters)                     GEOID03
 FO0469
 FO0469  VERT ORDER  -  THIRD
 FO0469
 FO0469.The horizontal coordinates were scaled from a topographic map and have
 FO0469.an estimated accuracy of +/- 6 seconds.
 FO0469
 FO0469.The orthometric height was computed from unverified reset data.
 FO0469
 FO0469.The geoid height was determined by GEOID03.
 FO0469
 FO0469;                    North         East    Units  Estimated Accuracy
 FO0469;SPC NM C     -   534,530.      435,090.      MT  (+/- 180 meters Scaled)
 FO0469
 FO0469                          SUPERSEDED SURVEY CONTROL
 FO0469
 FO0469.No superseded survey control is available for this station.
 FO0469
 FO0469_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV221655(NAD 83)
 FO0469_MARKER: DD = SURVEY DISK
 FO0469_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FO0469_SP_SET: CULVERT
 FO0469_STAMPING: F 299 1957 RESET 1966
 FO0469_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FO0469
 FO0469  HISTORY     - Date     Condition        Report By
 FO0469  HISTORY     - 1966     MONUMENTED       MNHD
 FO0469  HISTORY     - 1970     GOOD             USGS
 FO0469
 FO0469                          STATION DESCRIPTION
 FO0469
 FO0469'DESCRIBED BY MN HIGHWAY DEPT 1966
 FO0469'15.05 MI S FROM CUBA.
 FO0469'ABOUT 15.05 MILES SOUTH ALONG STATE HIGHWAY 44 FROM THE BRIDGE OVER
 FO0469'THE RIO PUERCO AT CUBA, 0.7 SOUTH OF A DIRT ROAD SOUTHWEST TO LA
 FO0469'VENTANA, IN T 18 N, R 1 W, NEAR THE CENTER OF THE WEST EDGE OF SECTION
 FO0469'5, 51.2 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, ABOUT 8 FEET
 FO0469'BELOW THE LEVEL OF THE HIGHWAY, SET IN THE TOP OF CONCRETE HEADWALL OF
 FO0469'A PIPE CULVERT.
 FO0469
 FO0469                          STATION RECOVERY (1970)
 FO0469
 FO0469'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 FO0469'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0432 ***********************************************************************
 EO0432  DESIGNATION -  F 3
 EO0432  PID         -  EO0432
 EO0432  STATE/COUNTY-  NM/CURRY
 EO0432  USGS QUAD   -  MELROSE WEST (1973)
 EO0432
 EO0432                         *CURRENT SURVEY CONTROL
 EO0432  ___________________________________________________________________
 EO0432* NAD 83(1986)-  34 25 25.     (N)    103 37 43.     (W)     SCALED    
 EO0432* NAVD 88     -      1341.392  (meters)    4400.88   (feet)  ADJUSTED  
 EO0432  ___________________________________________________________________
 EO0432  GEOID HEIGHT-         -23.20  (meters)                     GEOID03
 EO0432  DYNAMIC HT  -        1339.634 (meters)    4395.12  (feet)  COMP
 EO0432  MODELED GRAV-     979,278.1   (mgal)                       NAVD 88
 EO0432
 EO0432  VERT ORDER  -  FIRST     CLASS II
 EO0432
 EO0432.The horizontal coordinates were scaled from a topographic map and have
 EO0432.an estimated accuracy of +/- 6 seconds.
 EO0432
 EO0432.The orthometric height was determined by differential leveling
 EO0432.and adjusted by the National Geodetic Survey in June 1991..
 EO0432
 EO0432.The geoid height was determined by GEOID03.
 EO0432
 EO0432.The dynamic height is computed by dividing the NAVD 88
 EO0432.geopotential number by the normal gravity value computed on the
 EO0432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0432.degrees latitude (g = 980.6199 gals.).
 EO0432
 EO0432.The modeled gravity was interpolated from observed gravity values.
 EO0432
 EO0432;                    North         East    Units  Estimated Accuracy
 EO0432;SPC NM E     -   379,870.      229,780.      MT  (+/- 180 meters Scaled)
 EO0432
 EO0432                          SUPERSEDED SURVEY CONTROL
 EO0432
 EO0432  NGVD 29 (??/??/92) 1340.799  (m)         4398.94   (f) ADJ UNCH    1 2
 EO0432
 EO0432.Superseded values are not recommended for survey control.
 EO0432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0432.See file dsdata.txt to determine how the superseded data were derived.
 EO0432
 EO0432_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFU260099(NAD 83)
 EO0432_MARKER: DB = BENCH MARK DISK
 EO0432_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EO0432_SP_SET: PILLAR
 EO0432_STAMPING: F 3 1911 4398.938
 EO0432_MARK LOGO: CGS   
 EO0432_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EO0432
 EO0432  HISTORY     - Date     Condition        Report By
 EO0432  HISTORY     - 1911     MONUMENTED       CGS
 EO0432  HISTORY     - 1958     GOOD             NGS
 EO0432  HISTORY     - 1982     GOOD             NGS
 EO0432
 EO0432                          STATION DESCRIPTION
 EO0432
 EO0432'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 EO0432'IN MELROSE.
 EO0432'AT MELROSE, AT THE ATCHISON, TOPEKA AND SANTA FE RAILWAY STATION, SET
 EO0432'VERTICALLY IN THE SOUTH FACE OF THE CENTER PILLAR OF THE PORCH, 10
 EO0432'FEET EAST OF THE SOUTHEAST CORNER OF THE MAIN PART OF THE STATION, 35
 EO0432'FEET NORTH OF THE NEAR RAIL OF THE TRACK, ABOUT 4 FEET ABOVE THE LEVEL
 EO0432'OF THE TRACK, AND PROJECTING ABOUT 4 FEET ABOVE THE BRICK WALK. NOTE--
 EO0432'1911 WAS STAMPED ON THE MARK BY THIS PARTY.
 EO0432
 EO0432                          STATION RECOVERY (1982)
 EO0432
 EO0432'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 EO0432'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  IN MELROSE, SET
 EO0432'VERTICALLY IN THE SOUTH FACE OF THE CENTER CONCRETE PILLAR AT THE
 EO0432'SOUTHEAST CORNER OF THE RAILROAD STATION, 10.7 METERS (35.1 FT) NORTH
 EO0432'OF THE NEAR RAIL, 4.6 METERS (15.1 FT) WEST OF THE SOUTHEAST CORNER OF
 EO0432'THE PORCH AND 3.0 METERS (9.8 FT) EAST OF THE SOUTHEAST CORNER OF THE
 EO0432'STATION.
 EO0432'THE MARK IS 1.2 M ABOVE THE PLATFORM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GO0375 ***********************************************************************
 GO0375  DESIGNATION -  F 3 PARK BLUFF
 GO0375  PID         -  GO0375
 GO0375  STATE/COUNTY-  NM/SAN JUAN
 GO0375  USGS QUAD   -  FARMINGTON SOUTH (1979)
 GO0375
 GO0375                         *CURRENT SURVEY CONTROL
 GO0375  ___________________________________________________________________
 GO0375* NAD 83(1992)-  36 42 12.12059(N)    108 13 48.11971(W)     ADJUSTED  
 GO0375* NAVD 88     -      1762.7    (meters)    5783.     (feet)  VERTCON   
 GO0375  ___________________________________________________________________
 GO0375  LAPLACE CORR-           0.42  (seconds)                    DEFLEC99
 GO0375  GEOID HEIGHT-         -21.18  (meters)                     GEOID03
 GO0375
 GO0375  HORZ ORDER  -  SECOND
 GO0375
 GO0375.The horizontal coordinates were established by classical geodetic methods
 GO0375.and adjusted by the National Geodetic Survey in December 1993..
 GO0375
 GO0375.The NAVD 88 height was computed by applying the VERTCON shift value to
 GO0375.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GO0375
 GO0375.The Laplace correction was computed from DEFLEC99 derived deflections.
 GO0375
 GO0375.The geoid height was determined by GEOID03.
 GO0375
 GO0375;                    North         East     Units Scale Factor Converg.
 GO0375;SPC NM W     -   632,638.445   794,555.255   MT  0.99993214   -0 14 13.6
 GO0375;SPC NM W     - 2,075,581.30  2,606,803.37   sFT  0.99993214   -0 14 13.6
 GO0375;UTM  12      - 4,065,543.182   747,442.606   MT  1.00035439   +1 39 22.9
 GO0375
 GO0375!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GO0375!SPC NM W     -   0.99972677  x   0.99993214  =   0.99965893
 GO0375!UTM  12      -   0.99972677  x   1.00035439  =   1.00008106
 GO0375
 GO0375:                Primary Azimuth Mark                     Grid Az
 GO0375:SPC NM W     -  3610815020                               019 04 13.3
 GO0375:UTM  12      -  3610815020                               017 10 36.8
 GO0375
 GO0375|---------------------------------------------------------------------|
 GO0375| PID    Reference Object                     Distance      Geod. Az  |
 GO0375|                                                           dddmmss.s |
 GO0375| GO0374 3610815020                          APPROX. 2.9 KM 0184959.7 |
 GO0375|---------------------------------------------------------------------|
 GO0375
 GO0375                          SUPERSEDED SURVEY CONTROL
 GO0375
 GO0375  NAD 83(1992)-  36 42 12.12063(N)    108 13 48.11958(W) AD(       ) 2
 GO0375  NAD 83(1986)-  36 42 12.11271(N)    108 13 48.12911(W) AD(       ) 2
 GO0375  NAD 27      -  36 42 12.10316(N)    108 13 45.85872(W) AD(       ) 2
 GO0375  NGVD 29 (07/19/86) 1761.7    (m)         5780.     (f) VERT ANG       
 GO0375
 GO0375.Superseded values are not recommended for survey control.
 GO0375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GO0375.See file dsdata.txt to determine how the superseded data were derived.
 GO0375
 GO0375_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYF4744365543(NAD 83)
 GO0375_MARKER: DD = SURVEY DISK
 GO0375_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 GO0375_STAMPING: BLUFF PARK F 3
 GO0375_MARK LOGO: NMHD  
 GO0375_MAGNETIC: N = NO MAGNETIC MATERIAL
 GO0375_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GO0375+STABILITY: POSITION/ELEVATION WELL
 GO0375
 GO0375  HISTORY     - Date     Condition        Report By
 GO0375  HISTORY     - 1971     MONUMENTED       NMHD
 GO0375  HISTORY     - 19820425 GOOD             NGS
 GO0375
 GO0375                          STATION DESCRIPTION
 GO0375
 GO0375'DESCRIBED BY NM HIGHWAY DEPT 1971 (CWW)
 GO0375'STATION IS LOCATED IN SAN JUAN COUNTY, NEW MEXICO, 3.9 MILES SOUTH OF
 GO0375'FARMINGTON, NEW MEXICO, ON THE BLUFFS SKIRTED BY THE SAN JUAN RIVER.
 GO0375'
 GO0375'TO REACH THE STATION FROM THE POST OFFICE AT FARMINGTON, NEW MEXICO,
 GO0375'TRAVEL SOUTH ON AUBURN STREET TO BROADWAY STREET.  TURN RIGHT (WEST)
 GO0375'ON BROADWAY STREET AND TRAVEL TO LAKE AVENUE.  TURN RIGHT (SOUTH)
 GO0375'ON LAKE AVENUE AND TRAVEL TO PINON DRIVE.  (STATE ROAD 371) TURN
 GO0375'RIGHT (WEST) ON STATE ROAD 371 AND TRAVEL FOR 2.6 MILES TO A DIRT
 GO0375'TURN OFF ON THE LEFT (EAST) BEFORE REACHING THE TOP OF THE BLUFFS.
 GO0375'TRAVEL FOR 0.25 MILE ON THE DIRT ROAD TO A SHARP CURVE RIGHT,
 GO0375'BEAR AROUND THE SHARP CURVE AND FOLLOW THE DIRT ROAD TO THE TOP
 GO0375'OF THE BLUFF AND STATION.
 GO0375'
 GO0375'STATION IS A 1.5 INCH ALUMINUM CAP SET IN A DRILL HOLE IN STONE
 GO0375'AND STAMPED F-3 PARK BLUFF.  IT IS 5 FEET SOUTHEAST OF A METAL
 GO0375'WITNESS POST.
 GO0375
 GO0375                          STATION RECOVERY (1982)
 GO0375
 GO0375'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 GO0375'THE STATION MARK WAS RECOVERED IN GOOD CONDITION AND THE TO REACH OF
 GO0375'THE 1971 DESCRIPTION WAS ADEQUATE.  A NEW LOCATION AND DESCRIPTIONS OF
 GO0375'TWO REFERENCE MARKS FOUND AT THE STATION SITE ARE GIVEN.  THE TWO
 GO0375'REFERENCE MARKS WERE NOT TURNED TO IN THE 1971 DATA DO THEY WERE
 GO0375'TURNED TO AND DISTANCES MEASURED AT THIS TIME.
 GO0375' 
 GO0375'THE STATION IS LOCATED ABOUT 3.9 MI (6.3 KM) SOUTH OF FARMINGTON, SAN
 GO0375'JUAN COUNTY, NEW MEXICO, ON THE BLUFFS OVERLOOKING THE SAN JUAN RIVER
 GO0375'AND THE CITY OF FARMINGTON.  IT IS ON THE EAST SIDE OF STATE HIGHWAY
 GO0375'371. OWNERSHIP- THE STATE OF NEW MEXICO, CONTACT MR CLYDE W WILLYAND,
 GO0375'NEW MEXICO STATE HIGHWAY DEPT, PO BOX 1149, SANTA FE, NM 87503.
 GO0375' 
 GO0375'STATION IS A STANDARD DISK STAMPED--BLUFF PARK F 3--, SET INTO A ROCK
 GO0375'OUTCROP 20 FT (6.1 M) LARGEST DIMENSION, LOCATED 5 FT (1.5 M) E FROM A
 GO0375'METAL WITNESS POST.  THE DISK IS A PLAIN ALUMINUM DISK WITH THE
 GO0375'STAMPING AS SHOWN.  IT MIGHT BE CRIMPED ON A REBAR, BUT IS IN A DRILL
 GO0375'HOLE IN SANDSTONE WITH CONCRETE AROUND IT.  IT IS LOCATED ON THE
 GO0375'WESTERN END OF A PARK SOUTHWEST AND OVERLOOKING FARMINGTON.  IT IS AT
 GO0375'THE WESTERLY END OF TRUCK TRAVEL ON TOP OF THE BLUFF.  THE DISK IS
 GO0375'1-1/2 INCH IN DIAMETER.
 GO0375' 
 GO0375'REFERENCE MARK NO 1 IS A STANDARD DISK STAMPED--RM 1--, SET INTO ROCK
 GO0375'OUTCROP 20 FT (6.1 M) LARGEST DIMENSION LOCATED 78 FT (23.8 M) W FROM
 GO0375'A METAL WITNESS POST.  THE MARK IS A PLAIN CAP CRIMPED ON A REBAR SET
 GO0375'IN A DRILL HOLE.  THE CAP IS 1-1/2 INCHES IN DIAMETER SET IN A LARGE
 GO0375'FLAT BLOCK IN SANDSTONE.  IT IS AT THE WESTERN MOST END OF THE BLUFF.
 GO0375' 
 GO0375'REFERENCE MARK NO 2 IS A STANDARD DISK STAMPED--RM 2--, SET INTO ROCK
 GO0375'OUTCROP 30 FT (9.1 M) LARGEST DIMENSION, LOCATED 41 FT (12.5 M) NE
 GO0375'FROM A METAL WITNESS POST, AND 8 FT (2.4 M) S FROM THE NORTHERN EDGE
 GO0375'OF THE BLUFF.  THE DISK IS A PLAIN ALUMINUM CAP CRIMPED ON A ROD SET
 GO0375'IN A DRILL HOLE.  IT IS 1-1/2 INCHES IN DIAMETER AND IN A LARGE FLAT
 GO0375'BLOCK OF SANDSTONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0866 ***********************************************************************
 GM0866  DESIGNATION -  F 30 RESET
 GM0866  PID         -  GM0866
 GM0866  STATE/COUNTY-  NM/RIO ARRIBA
 GM0866  USGS QUAD   -  VELARDE (1995)
 GM0866
 GM0866                         *CURRENT SURVEY CONTROL
 GM0866  ___________________________________________________________________
 GM0866* NAD 83(1986)-  36 09 27.     (N)    105 58 34.     (W)     SCALED    
 GM0866* NAVD 88     -      1755.34   (+/-2cm)    5759.0    (feet)  VERTCON   
 GM0866  ___________________________________________________________________
 GM0866  GEOID HEIGHT-         -18.62  (meters)                     GEOID03
 GM0866
 GM0866  VERT ORDER  -  THIRD (See Below)
 GM0866
 GM0866.The horizontal coordinates were scaled from a topographic map and have
 GM0866.an estimated accuracy of +/- 6 seconds.
 GM0866
 GM0866.The NAVD 88 height was computed by applying the VERTCON shift value to
 GM0866.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GM0866.The vertical order pertains to the NGVD 29 superseded value.
 GM0866
 GM0866.The geoid height was determined by GEOID03.
 GM0866
 GM0866;                    North         East    Units  Estimated Accuracy
 GM0866;SPC NM C     -   572,020.      524,640.      MT  (+/- 180 meters Scaled)
 GM0866
 GM0866                          SUPERSEDED SURVEY CONTROL
 GM0866
 GM0866  NGVD 29 (06/15/00) 1754.30   (m)         5755.6    (f) RESET       3  
 GM0866
 GM0866.Superseded values are not recommended for survey control.
 GM0866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0866.See file dsdata.txt to determine how the superseded data were derived.
 GM0866
 GM0866_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDA121018(NAD 83)
 GM0866_MARKER: DV = VERTICAL CONTROL DISK
 GM0866_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GM0866_SP_SET: CONCRETE POST
 GM0866_STAMPING: F 30 RESET 1981
 GM0866_MARK LOGO: NGS   
 GM0866_MAGNETIC: N = NO MAGNETIC MATERIAL
 GM0866_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GM0866+STABILITY: SURFACE MOTION
 GM0866
 GM0866  HISTORY     - Date     Condition        Report By
 GM0866  HISTORY     - 1981     MONUMENTED       NGS
 GM0866
 GM0866                          STATION DESCRIPTION
 GM0866
 GM0866'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 GM0866'FROM THE VELARDE POST OFFICE, GO WEST 0.1 MI (0.2 KM) TO U.S. HIGHWAY
 GM0866'64, TURN LEFT, SOUTH, ON HIGHWAY FOR 0.4 MI (0.6 KM) TO MIKES CASH
 GM0866'STORE AND TEXACO. TURN RIGHT, WEST, ACROSS THE STREET FROM THE STORE
 GM0866'TO A DIRT ROAD AND FOLLOW DIRT ROAD FOR 0.45 MI (0.72 KM) TO THE
 GM0866'VELARDE METHODIST CHURCH ON THE RIGHT AND ENTRANCE TO THE CHURCH.
 GM0866'PASS THROUGH THE GATE AND GO 0.05 MI (0.08 KM) NORTH ON THE EAST
 GM0866'SIDE OF THE CHURCH TO THE MARK.  MARK IS 49.2 FT (15.0 M) NORTH OF
 GM0866'THE CENTER OF THE EAST ENTRANCE STAIRS OF THE VELARDE METHODIST
 GM0866'CHURCH, AND 2.0 FT (0.6 M) SOUTH OF THE NORTHERN FENCE LINE AROUND
 GM0866'THE CHURCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0288 ***********************************************************************
 GM0288  DESIGNATION -  F 302
 GM0288  PID         -  GM0288
 GM0288  STATE/COUNTY-  NM/COLFAX
 GM0288  USGS QUAD   -  RED RIVER PASS (1995)
 GM0288
 GM0288                         *CURRENT SURVEY CONTROL
 GM0288  ___________________________________________________________________
 GM0288* NAD 83(1986)-  36 37 55.     (N)    105 16 48.     (W)     SCALED    
 GM0288* NAVD 88     -      2615.127  (meters)    8579.80   (feet)  ADJUSTED  
 GM0288  ___________________________________________________________________
 GM0288  GEOID HEIGHT-         -16.50  (meters)                     GEOID03
 GM0288  DYNAMIC HT  -        2611.379 (meters)    8567.50  (feet)  COMP
 GM0288  MODELED GRAV-     979,103.9   (mgal)                       NAVD 88
 GM0288
 GM0288  VERT ORDER  -  SECOND    CLASS 0
 GM0288
 GM0288.The horizontal coordinates were scaled from a topographic map and have
 GM0288.an estimated accuracy of +/- 6 seconds.
 GM0288
 GM0288.The orthometric height was determined by differential leveling
 GM0288.and adjusted by the National Geodetic Survey in June 1991..
 GM0288
 GM0288.The geoid height was determined by GEOID03.
 GM0288
 GM0288.The dynamic height is computed by dividing the NAVD 88
 GM0288.geopotential number by the normal gravity value computed on the
 GM0288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GM0288.degrees latitude (g = 980.6199 gals.).
 GM0288
 GM0288.The modeled gravity was interpolated from observed gravity values.
 GM0288
 GM0288;                    North         East    Units  Estimated Accuracy
 GM0288;SPC NM E     -   625,050.       80,340.      MT  (+/- 180 meters Scaled)
 GM0288
 GM0288                          SUPERSEDED SURVEY CONTROL
 GM0288
 GM0288  NGVD 29 (??/??/92) 2613.834  (m)         8575.55   (f) ADJ UNCH    2 0
 GM0288
 GM0288.Superseded values are not recommended for survey control.
 GM0288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0288.See file dsdata.txt to determine how the superseded data were derived.
 GM0288
 GM0288_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDA749540(NAD 83)
 GM0288_MARKER: DB = BENCH MARK DISK
 GM0288_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GM0288_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GM0288_STAMPING: F 302 1957
 GM0288_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GM0288+STABILITY: SURFACE MOTION
 GM0288
 GM0288  HISTORY     - Date     Condition        Report By
 GM0288  HISTORY     - 1957     MONUMENTED       CGS
 GM0288
 GM0288                          STATION DESCRIPTION
 GM0288
 GM0288'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GM0288'5.95 MI N FROM EAGLE NEST.
 GM0288'ABOUT 5.95 MILES NORTH ALONG STATE HIGHWAY 38 FROM ITS JUNCTION WITH
 GM0288'U.S. HIGHWAY 64 AT EAGLE NEST, AT THE NORTH END OF A CURVE WITH
 GM0288'TANGENTS NORTH AND SOUTH-SOUTHWEST, 80 FEET WEST OF THE CENTER LINE OF
 GM0288'THE HIGHWAY, 65 FEET WEST OF A FENCE CORNER POST, 30 FEET EAST OF A
 GM0288'POWER POLE, 6 1/2 FEET SOUTH OF A FENCE LINE, 2 FEET WEST OF A WHITE
 GM0288'WOODEN WITNESS POST, ABOUT 5 FEET BELOW THE LEVEL OF THE HIGHWAY AND
 GM0288'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0352 ***********************************************************************
 GM0352  DESIGNATION -  F 303
 GM0352  PID         -  GM0352
 GM0352  STATE/COUNTY-  NM/MORA
 GM0352  USGS QUAD   -  GUADALUPITA (1994)
 GM0352
 GM0352                         *CURRENT SURVEY CONTROL
 GM0352  ___________________________________________________________________
 GM0352* NAD 83(1986)-  36 14 50.     (N)    105 14 22.     (W)     SCALED    
 GM0352* NAVD 88     -      2580.921  (meters)    8467.57   (feet)  ADJUSTED  
 GM0352  ___________________________________________________________________
 GM0352  GEOID HEIGHT-         -17.19  (meters)                     GEOID03
 GM0352  DYNAMIC HT  -        2577.136 (meters)    8455.15  (feet)  COMP
 GM0352  MODELED GRAV-     979,072.0   (mgal)                       NAVD 88
 GM0352
 GM0352  VERT ORDER  -  SECOND    CLASS 0
 GM0352
 GM0352.The horizontal coordinates were scaled from a topographic map and have
 GM0352.an estimated accuracy of +/- 6 seconds.
 GM0352
 GM0352.The orthometric height was determined by differential leveling
 GM0352.and adjusted by the National Geodetic Survey in June 1991..
 GM0352
 GM0352.The geoid height was determined by GEOID03.
 GM0352
 GM0352.The dynamic height is computed by dividing the NAVD 88
 GM0352.geopotential number by the normal gravity value computed on the
 GM0352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GM0352.degrees latitude (g = 980.6199 gals.).
 GM0352
 GM0352.The modeled gravity was interpolated from observed gravity values.
 GM0352
 GM0352;                    North         East    Units  Estimated Accuracy
 GM0352;SPC NM E     -   582,330.       83,560.      MT  (+/- 180 meters Scaled)
 GM0352
 GM0352                          SUPERSEDED SURVEY CONTROL
 GM0352
 GM0352  NGVD 29 (??/??/92) 2579.636  (m)         8463.36   (f) ADJ UNCH    2 0
 GM0352
 GM0352.Superseded values are not recommended for survey control.
 GM0352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0352.See file dsdata.txt to determine how the superseded data were derived.
 GM0352
 GM0352_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDA784113(NAD 83)
 GM0352_MARKER: DB = BENCH MARK DISK
 GM0352_SETTING: 66 = SET IN ROCK OUTCROP
 GM0352_SP_SET: ROCK OUTCROP
 GM0352_STAMPING: F 303 1957
 GM0352_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GM0352+STABILITY: POSITION/ELEVATION WELL
 GM0352
 GM0352  HISTORY     - Date     Condition        Report By
 GM0352  HISTORY     - 1957     MONUMENTED       CGS
 GM0352
 GM0352                          STATION DESCRIPTION
 GM0352
 GM0352'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GM0352'24.65 MI S FROM EAGLE NEST.
 GM0352'ABOUT 24.65 MILES SOUTH ALONG STATE HIGHWAY 38 FROM THE POST OFFICE AT
 GM0352'EAGLE NEST, AT THE HEAD OF A WOODED RAVINE THAT LEADS SOUTHEAST AND
 GM0352'DOWN HILL TO COYOTE CREEK, 104 FEET EAST-SOUTHEAST OF A SMALL EARTH
 GM0352'DAM (THE LOWER ONE OF TWO DAMS), 64 FEET EAST OF THE CENTER LINE OF
 GM0352'THE ROAD, 87 FEET NORTHEAST OF THE JUNCTION OF THE HIGHWAY AND A DIM
 GM0352'WOODS ROAD, 32 FEET NORTH OF THE CENTER LINE OF THE WOODS ROAD AND IN
 GM0352'THE TOP OF A 4X8-FOOT ROCK OUTCROP THAT PROJECTS 2 1/2 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0366 ***********************************************************************
 CW0366  DESIGNATION -  F 308
 CW0366  PID         -  CW0366
 CW0366  STATE/COUNTY-  NM/OTERO
 CW0366  USGS QUAD   -  VAN WINKLE LAKE (1970)
 CW0366
 CW0366                         *CURRENT SURVEY CONTROL
 CW0366  ___________________________________________________________________
 CW0366* NAD 83(1986)-  32 08 41.     (N)    105 19 14.     (W)     SCALED    
 CW0366* NAVD 88     -      1290.269  (meters)    4233.16   (feet)  POSTED    
 CW0366  ___________________________________________________________________
 CW0366  GEOID HEIGHT-         -22.36  (meters)                     GEOID03
 CW0366  DYNAMIC HT  -        1288.340 (meters)    4226.83  (feet)  COMP
 CW0366  MODELED GRAV-     979,101.0   (mgal)                       NAVD 88
 CW0366
 CW0366  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 CW0366
 CW0366.The horizontal coordinates were scaled from a topographic map and have
 CW0366.an estimated accuracy of +/- 6 seconds.
 CW0366
 CW0366.The orthometric height was determined by differential leveling
 CW0366.and adjusted by the National Geodetic Survey in 1992..
 CW0366.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 CW0366.rate of 0.0 thru 1.0 mm/km.
 CW0366
 CW0366.The geoid height was determined by GEOID03.
 CW0366
 CW0366.The dynamic height is computed by dividing the NAVD 88
 CW0366.geopotential number by the normal gravity value computed on the
 CW0366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0366.degrees latitude (g = 980.6199 gals.).
 CW0366
 CW0366.The modeled gravity was interpolated from observed gravity values.
 CW0366
 CW0366;                    North         East    Units  Estimated Accuracy
 CW0366;SPC NM C     -   127,290.      587,680.      MT  (+/- 180 meters Scaled)
 CW0366
 CW0366                          SUPERSEDED SURVEY CONTROL
 CW0366
 CW0366  NGVD 29 (??/??/92) 1289.718  (m)         4231.35   (f) ADJ UNCH    2 0
 CW0366
 CW0366.Superseded values are not recommended for survey control.
 CW0366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0366.See file dsdata.txt to determine how the superseded data were derived.
 CW0366
 CW0366_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDR697565(NAD 83)
 CW0366_MARKER: DB = BENCH MARK DISK
 CW0366_SETTING: 66 = SET IN ROCK OUTCROP
 CW0366_SP_SET: OUTCROP
 CW0366_STAMPING: F 308 1958
 CW0366_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CW0366+STABILITY: POSITION/ELEVATION WELL
 CW0366
 CW0366  HISTORY     - Date     Condition        Report By
 CW0366  HISTORY     - 1958     MONUMENTED       CGS
 CW0366
 CW0366                          STATION DESCRIPTION
 CW0366
 CW0366'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CW0366'19.4 MI NW FROM DELL CITY, TEXAS.
 CW0366'ABOUT 3.15 MILES NORTH ALONG FARM ROAD 1437 FROM THE POST OFFICE AT
 CW0366'DELL CITY, THENCE 11.5 MILES NORTH ALONG A DIRT ROAD, THENCE 2.7 MILES
 CW0366'NORTHWEST ALONG A DIRT ROAD, THENCE 0.5 MILE SOUTHWEST ALONG A DIRT
 CW0366'ROAD, THENCE 1.55 MILES WEST ALONG A DIRT ROAD, IN THE TOP OF A ROCK
 CW0366'OUTCROP SURROUNDED BY A CIRCLE OF LOOSE ROCK, 77 FEET NORTH OF THE
 CW0366'CENTER LINE OF THE ROAD, ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD, AND
 CW0366'ABOUT FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1388 ***********************************************************************
 CX1388  DESIGNATION -  F 309
 CX1388  PID         -  CX1388
 CX1388  STATE/COUNTY-  NM/OTERO
 CX1388  USGS QUAD   -  TRES HERMANOS SE (1982)
 CX1388
 CX1388                         *CURRENT SURVEY CONTROL
 CX1388  ___________________________________________________________________
 CX1388* NAD 83(1986)-  32 31 47.     (N)    106 00 40.     (W)     SCALED    
 CX1388* NAVD 88     -      1227.907  (meters)    4028.56   (feet)  POSTED    
 CX1388  ___________________________________________________________________
 CX1388  GEOID HEIGHT-         -22.77  (meters)                     GEOID03
 CX1388  DYNAMIC HT  -        1226.110 (meters)    4022.66  (feet)  COMP
 CX1388  MODELED GRAV-     979,131.6   (mgal)                       NAVD 88
 CX1388
 CX1388  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 CX1388
 CX1388.The horizontal coordinates were scaled from a topographic map and have
 CX1388.an estimated accuracy of +/- 6 seconds.
 CX1388
 CX1388.The orthometric height was determined by differential leveling
 CX1388.and adjusted by the National Geodetic Survey in 1992..
 CX1388.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 CX1388.rate of 0.0 thru 1.0 mm/km.
 CX1388
 CX1388.The geoid height was determined by GEOID03.
 CX1388
 CX1388.The dynamic height is computed by dividing the NAVD 88
 CX1388.geopotential number by the normal gravity value computed on the
 CX1388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX1388.degrees latitude (g = 980.6199 gals.).
 CX1388
 CX1388.The modeled gravity was interpolated from observed gravity values.
 CX1388
 CX1388;                    North         East    Units  Estimated Accuracy
 CX1388;SPC NM C     -   169,630.      522,440.      MT  (+/- 180 meters Scaled)
 CX1388
 CX1388                          SUPERSEDED SURVEY CONTROL
 CX1388
 CX1388  NGVD 29 (??/??/92) 1227.334  (m)         4026.68   (f) ADJ UNCH    2 0
 CX1388
 CX1388.Superseded values are not recommended for survey control.
 CX1388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1388.See file dsdata.txt to determine how the superseded data were derived.
 CX1388
 CX1388_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDR050996(NAD 83)
 CX1388_MARKER: DB = BENCH MARK DISK
 CX1388_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX1388_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CX1388_STAMPING: F 309 1958
 CX1388_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX1388+STABILITY: SURFACE MOTION
 CX1388
 CX1388  HISTORY     - Date     Condition        Report By
 CX1388  HISTORY     - 1958     MONUMENTED       CGS
 CX1388
 CX1388                          STATION DESCRIPTION
 CX1388
 CX1388'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CX1388'12.5 MI N FROM OROGRANDE.
 CX1388'ABOUT 11.4 MILES NORTH ALONG U. S. HIGHWAY 54 FROM THE POST OFFICE AT
 CX1388'OROGRANDE, THENCE 1.1 MILES EAST ALONG A DIRT ROAD, 66 FEET
 CX1388'NORTH-NORTHWEST OF THE CENTER LINE OF THE ROAD, 2 FEET WEST OF A WHITE
 CX1388'WOODEN WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD, AND IN
 CX1388'THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0498 ***********************************************************************
 GM0498  DESIGNATION -  F 31
 GM0498  PID         -  GM0498
 GM0498  STATE/COUNTY-  NM/TAOS
 GM0498  USGS QUAD   -  PETACA PEAK (1995)
 GM0498
 GM0498                         *CURRENT SURVEY CONTROL
 GM0498  ___________________________________________________________________
 GM0498* NAD 83(1986)-  36 32 17.     (N)    105 55 56.     (W)     SCALED    
 GM0498* NAVD 88     -      2377.262  (meters)    7799.40   (feet)  ADJUSTED  
 GM0498  ___________________________________________________________________
 GM0498  GEOID HEIGHT-         -17.61  (meters)                     GEOID03
 GM0498  DYNAMIC HT  -        2373.924 (meters)    7788.45  (feet)  COMP
 GM0498  MODELED GRAV-     979,142.2   (mgal)                       NAVD 88
 GM0498
 GM0498  VERT ORDER  -  FIRST     CLASS II
 GM0498
 GM0498.The horizontal coordinates were scaled from a topographic map and have
 GM0498.an estimated accuracy of +/- 6 seconds.
 GM0498
 GM0498.The orthometric height was determined by differential leveling
 GM0498.and adjusted by the National Geodetic Survey in June 1991..
 GM0498
 GM0498.The geoid height was determined by GEOID03.
 GM0498
 GM0498.The dynamic height is computed by dividing the NAVD 88
 GM0498.geopotential number by the normal gravity value computed on the
 GM0498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GM0498.degrees latitude (g = 980.6199 gals.).
 GM0498
 GM0498.The modeled gravity was interpolated from observed gravity values.
 GM0498
 GM0498;                    North         East    Units  Estimated Accuracy
 GM0498;SPC NM C     -   614,260.      528,450.      MT  (+/- 180 meters Scaled)
 GM0498
 GM0498                          SUPERSEDED SURVEY CONTROL
 GM0498
 GM0498  NGVD 29 (??/??/92) 2375.999  (m)         7795.26   (f) ADJ UNCH    1 2
 GM0498
 GM0498.Superseded values are not recommended for survey control.
 GM0498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0498.See file dsdata.txt to determine how the superseded data were derived.
 GM0498
 GM0498_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDA165440(NAD 83)
 GM0498_MARKER: DB = BENCH MARK DISK
 GM0498_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GM0498_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GM0498_STAMPING: 7795.257 F 31 1933
 GM0498_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GM0498+STABILITY: SURFACE MOTION
 GM0498_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GM0498+SATELLITE: SATELLITE OBSERVATIONS - September 25, 2004
 GM0498
 GM0498  HISTORY     - Date     Condition        Report By
 GM0498  HISTORY     - 1933     MONUMENTED       CGS
 GM0498  HISTORY     - 1963     GOOD             USGS
 GM0498  HISTORY     - 1984     MARK NOT FOUND   NGS
 GM0498  HISTORY     - 20040925 GOOD             GEOCAC
 GM0498
 GM0498                          STATION DESCRIPTION
 GM0498
 GM0498'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 GM0498'8.7 MI SE FROM TRES PIEDRAS.
 GM0498'ABOUT 8.2 MILES SOUTH AND SOUTHEAST ALONG US HWY. 285 FROM THE JCT. OF
 GM0498'US HWY 285 AND STATE HWY. 111 AT TRES PIEDRAS, THENCE ABOUT 0.2 MILES
 GM0498'NE ALONG A PRIVATE FIELD ROAD TO AN ABANDONED RAILROAD GRADE, THENCE
 GM0498'ABOUT 0.3 MILES NW ALONG THE FIELD ROAD TO AN ABANDONED RAILROAD
 GM0498'GRADE, THENCE ABOUT 0.3 MILE NW ALONG THE ABANDONED RAILROAD GRADE TO
 GM0498'THE STATION 42 FT. SOUTHWEST OF THE CENTERLINE OF THE GRADE. A
 GM0498'STANDARD DISK, STAMPED 7795.257 F 31 1933 AND SET IN THE TOP OF A
 GM0498'CONCRETE POST PROJECTING ABOUT 6 INCHES ABOVE GROUND.
 GM0498
 GM0498                          STATION RECOVERY (1984)
 GM0498
 GM0498'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GM0498'MARK NOT FOUND.
 GM0498
 GM0498                          STATION RECOVERY (2004)
 GM0498
 GM0498'RECOVERY NOTE BY GEOCACHING 2004 (TWS)
 GM0498'RECOVERED IN GOOD CONDITION.  HANDHELD GPS COORDINATES N36 32 16.6,
 GM0498'W105 55 56.9.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0363 ***********************************************************************
 CV0363  DESIGNATION -  F 310
 CV0363  PID         -  CV0363
 CV0363  STATE/COUNTY-  NM/LEA
 CV0363  USGS QUAD   -  JAL NW (1979)
 CV0363
 CV0363                         *CURRENT SURVEY CONTROL
 CV0363  ___________________________________________________________________
 CV0363* NAD 83(1986)-  32 07 36.     (N)    103 09 29.     (W)     SCALED    
 CV0363* NAVD 88     -       944.412  (meters)    3098.46   (feet)  ADJUSTED  
 CV0363  ___________________________________________________________________
 CV0363  GEOID HEIGHT-         -23.41  (meters)                     GEOID03
 CV0363  DYNAMIC HT  -         943.092 (meters)    3094.13  (feet)  COMP
 CV0363  MODELED GRAV-     979,209.8   (mgal)                       NAVD 88
 CV0363
 CV0363  VERT ORDER  -  SECOND    CLASS 0
 CV0363
 CV0363.This mark is at Jal/lea County Airport (E26)
 CV0363
 CV0363.The horizontal coordinates were scaled from a topographic map and have
 CV0363.an estimated accuracy of +/- 6 seconds.
 CV0363
 CV0363.The orthometric height was determined by differential leveling
 CV0363.and adjusted by the National Geodetic Survey in June 1991..
 CV0363
 CV0363.The geoid height was determined by GEOID03.
 CV0363
 CV0363.The dynamic height is computed by dividing the NAVD 88
 CV0363.geopotential number by the normal gravity value computed on the
 CV0363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0363.degrees latitude (g = 980.6199 gals.).
 CV0363
 CV0363.The modeled gravity was interpolated from observed gravity values.
 CV0363
 CV0363;                    North         East    Units  Estimated Accuracy
 CV0363;SPC NM E     -   125,520.      275,900.      MT  (+/- 180 meters Scaled)
 CV0363
 CV0363                          SUPERSEDED SURVEY CONTROL
 CV0363
 CV0363  NGVD 29 (??/??/92)  944.007  (m)         3097.13   (f) ADJ UNCH    2 0
 CV0363
 CV0363.Superseded values are not recommended for survey control.
 CV0363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0363.See file dsdata.txt to determine how the superseded data were derived.
 CV0363
 CV0363_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFR737559(NAD 83)
 CV0363_MARKER: DB = BENCH MARK DISK
 CV0363_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0363_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CV0363_STAMPING: F 310 1958
 CV0363_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CV0363+STABILITY: SURFACE MOTION
 CV0363
 CV0363  HISTORY     - Date     Condition        Report By
 CV0363  HISTORY     - 1958     MONUMENTED       CGS
 CV0363
 CV0363                          STATION DESCRIPTION
 CV0363
 CV0363'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CV0363'2.75 MI NE FROM JAL.
 CV0363'ABOUT 0.7 MILE NORTH ALONG THE TEXAS-NEW MEXICO RAILWAY FROM THE
 CV0363'STATION AT JAL, THENCE 1.8 MILE EAST ALONG STATE HIGHWAY 128, THENCE
 CV0363'0.25 MILE NORTH ALONG A GRADED DIRT ROAD TO THE LEA COUNTY AIRPORT,
 CV0363'111 FEET WEST OF THE CENTER LINE OF THE ROAD, 188 FEET WEST OF THE
 CV0363'SOUTHWEST CORNER OF THE HANGAR, 2 FEET EAST OF A WHITE WOODEN WITNESS
 CV0363'POST, ABOUT LEVEL WITH THE ROAD, AND IN THE TOP OF A CONCRETE POST
 CV0363'PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0350 ***********************************************************************
 CV0350  DESIGNATION -  F 311
 CV0350  PID         -  CV0350
 CV0350  STATE/COUNTY-  NM/LEA
 CV0350  USGS QUAD   -  JAVELINA BASIN (1973)
 CV0350
 CV0350                         *CURRENT SURVEY CONTROL
 CV0350  ___________________________________________________________________
 CV0350* NAD 83(1986)-  32 03 53.     (N)    103 15 16.     (W)     SCALED    
 CV0350* NAVD 88     -       903.427  (meters)    2963.99   (feet)  ADJUSTED  
 CV0350  ___________________________________________________________________
 CV0350  GEOID HEIGHT-         -24.02  (meters)                     GEOID03
 CV0350  DYNAMIC HT  -         902.143 (meters)    2959.78  (feet)  COMP
 CV0350  MODELED GRAV-     979,187.7   (mgal)                       NAVD 88
 CV0350
 CV0350  VERT ORDER  -  SECOND    CLASS 0
 CV0350
 CV0350.The horizontal coordinates were scaled from a topographic map and have
 CV0350.an estimated accuracy of +/- 6 seconds.
 CV0350
 CV0350.The orthometric height was determined by differential leveling
 CV0350.and adjusted by the National Geodetic Survey in June 1991..
 CV0350
 CV0350.The geoid height was determined by GEOID03.
 CV0350
 CV0350.The dynamic height is computed by dividing the NAVD 88
 CV0350.geopotential number by the normal gravity value computed on the
 CV0350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0350.degrees latitude (g = 980.6199 gals.).
 CV0350
 CV0350.The modeled gravity was interpolated from observed gravity values.
 CV0350
 CV0350;                    North         East    Units  Estimated Accuracy
 CV0350;SPC NM E     -   118,550.      266,870.      MT  (+/- 180 meters Scaled)
 CV0350
 CV0350                          SUPERSEDED SURVEY CONTROL
 CV0350
 CV0350  NGVD 29 (??/??/92)  903.006  (m)         2962.61   (f) ADJ UNCH    2 0
 CV0350
 CV0350.Superseded values are not recommended for survey control.
 CV0350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0350.See file dsdata.txt to determine how the superseded data were derived.
 CV0350
 CV0350_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFR647489(NAD 83)
 CV0350_MARKER: DB = BENCH MARK DISK
 CV0350_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0350_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CV0350_STAMPING: F 311 1958
 CV0350_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CV0350+STABILITY: SURFACE MOTION
 CV0350
 CV0350  HISTORY     - Date     Condition        Report By
 CV0350  HISTORY     - 1958     MONUMENTED       CGS
 CV0350
 CV0350                          STATION DESCRIPTION
 CV0350
 CV0350'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CV0350'5.9 MI SW FROM JAL.
 CV0350'ABOUT 0.4 MILE SOUTHWEST ALONG EL PASO DRIVE FROM THE TEXAS-NEW MEXICO
 CV0350'RAILWAY STATION AT JAL, THENCE 3.0 MILES SOUTH ALONG A PAVED ROAD,
 CV0350'THENCE 2.5 MILES WEST ALONG THE EL PASO NATURAL GAS COMPANY PIPELINE
 CV0350'ROAD, 24 FEET NORTH OF THE CENTER LINE OF THE ROAD, IN LINE WITH A ROW
 CV0350'OF TELEPHONE POLES, 17 1/2 FEET EAST OF TELEPHONE POLE NUMBER 64, 2
 CV0350'FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD,
 CV0350'AND IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0353 ***********************************************************************
 CW0353  DESIGNATION -  F 312
 CW0353  PID         -  CW0353
 CW0353  STATE/COUNTY-  NM/OTERO
 CW0353  USGS QUAD   -  WOODSON CANYON (1963)
 CW0353
 CW0353                         *CURRENT SURVEY CONTROL
 CW0353  ___________________________________________________________________
 CW0353* NAD 83(1986)-  32 48 02.     (N)    105 28 26.     (W)     SCALED    
 CW0353* NAVD 88     -      2079.269  (meters)    6821.73   (feet)  POSTED    
 CW0353  ___________________________________________________________________
 CW0353  GEOID HEIGHT-         -20.28  (meters)                     GEOID03
 CW0353  DYNAMIC HT  -        2075.960 (meters)    6810.88  (feet)  COMP
 CW0353  MODELED GRAV-     978,971.1   (mgal)                       NAVD 88
 CW0353
 CW0353  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 CW0353
 CW0353.The horizontal coordinates were scaled from a topographic map and have
 CW0353.an estimated accuracy of +/- 6 seconds.
 CW0353
 CW0353.The orthometric height was determined by differential leveling
 CW0353.and adjusted by the National Geodetic Survey in 1992..
 CW0353.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 CW0353.rate of 1.1 thru 2.0 mm/km.
 CW0353
 CW0353.The geoid height was determined by GEOID03.
 CW0353
 CW0353.The dynamic height is computed by dividing the NAVD 88
 CW0353.geopotential number by the normal gravity value computed on the
 CW0353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0353.degrees latitude (g = 980.6199 gals.).
 CW0353
 CW0353.The modeled gravity was interpolated from observed gravity values.
 CW0353
 CW0353;                    North         East    Units  Estimated Accuracy
 CW0353;SPC NM C     -   199,900.      572,690.      MT  (+/- 180 meters Scaled)
 CW0353
 CW0353                          SUPERSEDED SURVEY CONTROL
 CW0353
 CW0353  NGVD 29 (??/??/92) 2078.502  (m)         6819.22   (f) ADJ UNCH    2 0
 CW0353
 CW0353.Superseded values are not recommended for survey control.
 CW0353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0353.See file dsdata.txt to determine how the superseded data were derived.
 CW0353
 CW0353_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDS556292(NAD 83)
 CW0353_MARKER: DB = BENCH MARK DISK
 CW0353_SETTING: 66 = SET IN ROCK OUTCROP
 CW0353_SP_SET: OUTCROP
 CW0353_STAMPING: F 312 1958
 CW0353_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CW0353+STABILITY: POSITION/ELEVATION WELL
 CW0353
 CW0353  HISTORY     - Date     Condition        Report By
 CW0353  HISTORY     - 1958     MONUMENTED       CGS
 CW0353  HISTORY     - 1963     GOOD             USGS
 CW0353
 CW0353                          STATION DESCRIPTION
 CW0353
 CW0353'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 CW0353'3.0 MI E FROM WEED.
 CW0353'ABOUT 3.0 MILES EAST OF POST OFFICE AT WEED ON STATE HWY 24, FROM THE
 CW0353'POST OFFICE AT WEED, GO NORTH 0.2 MILE TO INTERSECTION STATE HIGHWAY
 CW0353'521 TO SACRAMENTO.  TURN RIGHT (EAST) FOR 0.5 MILE TO INTERSECTION
 CW0353'STATE HIGHWAY 521, AND STATE HIGHWAY 24 TURN RIGHT (EASTERLY) FOR 2.15
 CW0353'MILES TO GRAVEL ROAD ON NE SIDE OF HWY, FOLLOW GRAVEL ROAD FOR 0.2
 CW0353'MILE, ON THE NE EDGE OF ROAD IN ROCK OUTCROP.  360 SOUTHEAST OF BRIDGE
 CW0353'ON STATE HIGHWAY 24 AND AGUA CHIQUITA CANYON, 155 FT. EAST OF CENTER
 CW0353'LINE OF HWY. 12 FT. NE OF GRAVEL ROAD SET IN A ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0412 ***********************************************************************
 CW0412  DESIGNATION -  F 313
 CW0412  PID         -  CW0412
 CW0412  STATE/COUNTY-  NM/OTERO
 CW0412  USGS QUAD   -  STONE WELL (1980)
 CW0412
 CW0412                         *CURRENT SURVEY CONTROL
 CW0412  ___________________________________________________________________
 CW0412* NAD 83(1986)-  32 20 10.     (N)    105 38 25.     (W)     SCALED    
 CW0412* NAVD 88     -      1496.919  (meters)    4911.14   (feet)  POSTED    
 CW0412  ___________________________________________________________________
 CW0412  GEOID HEIGHT-         -21.99  (meters)                     GEOID03
 CW0412  DYNAMIC HT  -        1494.650 (meters)    4903.70  (feet)  COMP
 CW0412  MODELED GRAV-     979,071.6   (mgal)                       NAVD 88
 CW0412
 CW0412  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 CW0412
 CW0412.The horizontal coordinates were scaled from a topographic map and have
 CW0412.an estimated accuracy of +/- 6 seconds.
 CW0412
 CW0412.The orthometric height was determined by differential leveling
 CW0412.and adjusted by the National Geodetic Survey in 1992..
 CW0412.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 CW0412.rate of 0.0 thru 1.0 mm/km.
 CW0412
 CW0412.The geoid height was determined by GEOID03.
 CW0412
 CW0412.The dynamic height is computed by dividing the NAVD 88
 CW0412.geopotential number by the normal gravity value computed on the
 CW0412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0412.degrees latitude (g = 980.6199 gals.).
 CW0412
 CW0412.The modeled gravity was interpolated from observed gravity values.
 CW0412
 CW0412;                    North         East    Units  Estimated Accuracy
 CW0412;SPC NM C     -   148,300.      557,400.      MT  (+/- 180 meters Scaled)
 CW0412
 CW0412                          SUPERSEDED SURVEY CONTROL
 CW0412
 CW0412  NGVD 29 (??/??/92) 1496.304  (m)         4909.12   (f) ADJ UNCH    2 0
 CW0412
 CW0412.Superseded values are not recommended for survey control.
 CW0412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0412.See file dsdata.txt to determine how the superseded data were derived.
 CW0412
 CW0412_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDR397778(NAD 83)
 CW0412_MARKER: DB = BENCH MARK DISK
 CW0412_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CW0412_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CW0412_STAMPING: F 313 1958
 CW0412_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CW0412+STABILITY: SURFACE MOTION
 CW0412
 CW0412  HISTORY     - Date     Condition        Report By
 CW0412  HISTORY     - 1958     MONUMENTED       CGS
 CW0412  HISTORY     - 1962     GOOD             PECO
 CW0412
 CW0412                          STATION DESCRIPTION
 CW0412
 CW0412'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CW0412'33.85 MI SW FROM PINON.
 CW0412'ABOUT 0.65 MILES SOUTH ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 CW0412'PINON, THENCE 2.8 MILES WEST ALONG A GRAVELED ROAD, THENCE 1.35 MILES
 CW0412'SOUTH ALONG A GRAVELED ROAD, THENCE 0.2 MILE EAST ALONG A DIRT ROAD,
 CW0412'THENCE 2.65 MILES SOUTH ALONG A DIRT ROAD, THENCE 16.8 MILES SOUTHWEST
 CW0412'ALONG A CANYON ROAD, THENCE 9.4 MILES SOUTH ALONG A DIRT ROAD, 47 FEET
 CW0412'EAST OF THE CENTER LINE OF THE ROAD, ABOUT 0.2 MILE SOUTH OF A WATER
 CW0412'TANK, 2 FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT 3 FEET ABOVE
 CW0412'THE LEVEL OF THE ROAD, AND IN THE TOP OF A CONCRETE POST PROJECTING 6
 CW0412'INCHES.
 CW0412
 CW0412                          STATION RECOVERY (1962)
 CW0412
 CW0412'RECOVERY NOTE BY POHLY EXPLORATION COMPANY 1962
 CW0412'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0329 ***********************************************************************
 CW0329  DESIGNATION -  F 314
 CW0329  PID         -  CW0329
 CW0329  STATE/COUNTY-  NM/OTERO
 CW0329  USGS QUAD   -  PINON (1965)
 CW0329
 CW0329                         *CURRENT SURVEY CONTROL
 CW0329  ___________________________________________________________________
 CW0329* NAD 83(1986)-  32 33 18.     (N)    105 26 01.     (W)     SCALED    
 CW0329* NAVD 88     -      1907.207  (meters)    6257.23   (feet)  POSTED    
 CW0329  ___________________________________________________________________
 CW0329  GEOID HEIGHT-         -20.99  (meters)                     GEOID03
 CW0329  DYNAMIC HT  -        1904.210 (meters)    6247.40  (feet)  COMP
 CW0329  MODELED GRAV-     978,996.3   (mgal)                       NAVD 88
 CW0329
 CW0329  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 CW0329
 CW0329.The horizontal coordinates were scaled from a topographic map and have
 CW0329.an estimated accuracy of +/- 6 seconds.
 CW0329
 CW0329.The orthometric height was determined by differential leveling
 CW0329.and adjusted by the National Geodetic Survey in 1992..
 CW0329.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 CW0329.rate of 1.1 thru 2.0 mm/km.
 CW0329
 CW0329.The geoid height was determined by GEOID03.
 CW0329
 CW0329.The dynamic height is computed by dividing the NAVD 88
 CW0329.geopotential number by the normal gravity value computed on the
 CW0329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0329.degrees latitude (g = 980.6199 gals.).
 CW0329
 CW0329.The modeled gravity was interpolated from observed gravity values.
 CW0329
 CW0329;                    North         East    Units  Estimated Accuracy
 CW0329;SPC NM C     -   172,700.      576,670.      MT  (+/- 180 meters Scaled)
 CW0329
 CW0329                          SUPERSEDED SURVEY CONTROL
 CW0329
 CW0329  NGVD 29 (??/??/92) 1906.482  (m)         6254.85   (f) ADJ UNCH    2 0
 CW0329
 CW0329.Superseded values are not recommended for survey control.
 CW0329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0329.See file dsdata.txt to determine how the superseded data were derived.
 CW0329
 CW0329_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDS592020(NAD 83)
 CW0329_MARKER: DB = BENCH MARK DISK
 CW0329_SETTING: 66 = SET IN ROCK OUTCROP
 CW0329_SP_SET: OUTCROP
 CW0329_STAMPING: F 314 1958
 CW0329_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CW0329+STABILITY: POSITION/ELEVATION WELL
 CW0329
 CW0329  HISTORY     - Date     Condition        Report By
 CW0329  HISTORY     - 1958     MONUMENTED       CGS
 CW0329
 CW0329                          STATION DESCRIPTION
 CW0329
 CW0329'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CW0329'6.75 MI SW FROM PINON.
 CW0329'ABOUT 0.65 MILE SOUTH ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 CW0329'PINON, THENCE 2.8 MILES WEST ALONG A GRAVELED ROAD, THENCE 1.35 MILES
 CW0329'SOUTH ALONG A GRAVELED ROAD, THENCE 0.2 MILE EAST ALONG A GRAVELED
 CW0329'ROAD, THENCE 1.75 MILES SOUTH ALONG A WINDING DIRT ROAD, IN THE TOP OF
 CW0329'A ROCK OUTCROP ABOUT FLUSH WITH THE GROUND, 29 FEET WEST OF THE CENTER
 CW0329'LINE OF THE ROAD, 1 FOOT NORTH OF A CAIRN, AND ABOUT LEVEL WITH THE
 CW0329'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0391 ***********************************************************************
 CV0391  DESIGNATION -  F 315
 CV0391  PID         -  CV0391
 CV0391  STATE/COUNTY-  NM/LEA
 CV0391  USGS QUAD   -  PADUCA BREAKS WEST (1973)
 CV0391
 CV0391                         *CURRENT SURVEY CONTROL
 CV0391  ___________________________________________________________________
 CV0391* NAD 83(1986)-  32 03 53.     (N)    103 42 51.     (W)     SCALED    
 CV0391* NAVD 88     -       996.124  (meters)    3268.12   (feet)  ADJUSTED  
 CV0391  ___________________________________________________________________
 CV0391  GEOID HEIGHT-         -25.41  (meters)                     GEOID03
 CV0391  DYNAMIC HT  -         994.644 (meters)    3263.26  (feet)  COMP
 CV0391  MODELED GRAV-     979,120.9   (mgal)                       NAVD 88
 CV0391
 CV0391  VERT ORDER  -  SECOND    CLASS 0
 CV0391
 CV0391.The horizontal coordinates were scaled from a topographic map and have
 CV0391.an estimated accuracy of +/- 6 seconds.
 CV0391
 CV0391.The orthometric height was determined by differential leveling
 CV0391.and adjusted by the National Geodetic Survey in June 1991..
 CV0391
 CV0391.The geoid height was determined by GEOID03.
 CV0391
 CV0391.The dynamic height is computed by dividing the NAVD 88
 CV0391.geopotential number by the normal gravity value computed on the
 CV0391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0391.degrees latitude (g = 980.6199 gals.).
 CV0391
 CV0391.The modeled gravity was interpolated from observed gravity values.
 CV0391
 CV0391;                    North         East    Units  Estimated Accuracy
 CV0391;SPC NM E     -   118,210.      223,460.      MT  (+/- 180 meters Scaled)
 CV0391
 CV0391                          SUPERSEDED SURVEY CONTROL
 CV0391
 CV0391  NGVD 29 (??/??/92)  995.627  (m)         3266.49   (f) ADJ UNCH    2 0
 CV0391
 CV0391.Superseded values are not recommended for survey control.
 CV0391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0391.See file dsdata.txt to determine how the superseded data were derived.
 CV0391
 CV0391_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFR213483(NAD 83)
 CV0391_MARKER: DB = BENCH MARK DISK
 CV0391_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0391_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CV0391_STAMPING: F 315 1958
 CV0391_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CV0391+STABILITY: SURFACE MOTION
 CV0391
 CV0391  HISTORY     - Date     Condition        Report By
 CV0391  HISTORY     - 1958     MONUMENTED       CGS
 CV0391
 CV0391                          STATION DESCRIPTION
 CV0391
 CV0391'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CV0391'30.2 MI E FROM MALAGA.
 CV0391'ABOUT 12.3 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 CV0391'FROM THE STATION AT MALAGA, THENCE 17.9 MILES EAST ALONG THE EL PASO
 CV0391'NATURAL GAS COMPANY PIPELINE ROAD, ABOUT 32.65 MILES WEST OF THE
 CV0391'TEXAS-NEW MEXICO RAILWAY STATION AT JAL, 86 FEET NORTH OF THE CENTER
 CV0391'LINE OF THE ROAD, 44 FEET NORTH OF TELEPHONE POLE NUMBER 46, 2 FEET
 CV0391'NORTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD,
 CV0391'AND IN THE TOP OF A CONCRETE POST PROJECTING 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0151 ***********************************************************************
 DR0151  DESIGNATION -  F 316
 DR0151  PID         -  DR0151
 DR0151  STATE/COUNTY-  NM/CHAVES
 DR0151  USGS QUAD   -  BITTER LAKE (1975)
 DR0151
 DR0151                         *CURRENT SURVEY CONTROL
 DR0151  ___________________________________________________________________
 DR0151* NAD 83(1986)-  33 28 56.     (N)    104 27 59.     (W)     SCALED    
 DR0151* NAVD 88     -      1084.450  (meters)    3557.90   (feet)  ADJUSTED  
 DR0151  ___________________________________________________________________
 DR0151  GEOID HEIGHT-         -23.25  (meters)                     GEOID03
 DR0151  DYNAMIC HT  -        1082.985 (meters)    3553.09  (feet)  COMP
 DR0151  MODELED GRAV-     979,249.9   (mgal)                       NAVD 88
 DR0151
 DR0151  VERT ORDER  -  SECOND    CLASS 0
 DR0151
 DR0151.The horizontal coordinates were scaled from a topographic map and have
 DR0151.an estimated accuracy of +/- 6 seconds.
 DR0151
 DR0151.The orthometric height was determined by differential leveling
 DR0151.and adjusted by the National Geodetic Survey in June 1991..
 DR0151
 DR0151.The geoid height was determined by GEOID03.
 DR0151
 DR0151.The dynamic height is computed by dividing the NAVD 88
 DR0151.geopotential number by the normal gravity value computed on the
 DR0151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0151.degrees latitude (g = 980.6199 gals.).
 DR0151
 DR0151.The modeled gravity was interpolated from observed gravity values.
 DR0151
 DR0151;                    North         East    Units  Estimated Accuracy
 DR0151;SPC NM E     -   275,240.      152,640.      MT  (+/- 180 meters Scaled)
 DR0151
 DR0151                          SUPERSEDED SURVEY CONTROL
 DR0151
 DR0151  NGVD 29 (??/??/92) 1083.973  (m)         3556.33   (f) ADJ UNCH    2 0
 DR0151
 DR0151.Superseded values are not recommended for survey control.
 DR0151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0151.See file dsdata.txt to determine how the superseded data were derived.
 DR0151
 DR0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SET495048(NAD 83)
 DR0151_MARKER: DB = BENCH MARK DISK
 DR0151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR0151_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DR0151_STAMPING: F 316 1961
 DR0151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR0151+STABILITY: SURFACE MOTION
 DR0151
 DR0151  HISTORY     - Date     Condition        Report By
 DR0151  HISTORY     - 1961     MONUMENTED       CGS
 DR0151
 DR0151                          STATION DESCRIPTION
 DR0151
 DR0151'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 DR0151'8.3 MI NW FROM ROSWELL.
 DR0151'7.3 MILES NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD FROM
 DR0151'THE STATION AT ROSWELL, THENCE 1 MILE WEST ALONG A GRAVEL ROAD, 85
 DR0151'FEET SOUTH OF THE CENTER OF A PAVED ROAD, 49 FEET SOUTH OF THE CENTER
 DR0151'OF A GRAVEL ROAD, 25 FEET NORTHEAST OF A POWER POLE, 2.6 FEET WEST OF
 DR0151'A METAL WITNESS POST WITH SIGN, 1 FOOT BELOW THE LEVEL OF THE ROAD, 3
 DR0151'INCHES NORTH OF A FENCE, SET IN TOP OF A CYLINDRICAL CONCRETE POST
 DR0151'PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0428 ***********************************************************************
 DR0428  DESIGNATION -  F 317
 DR0428  PID         -  DR0428
 DR0428  STATE/COUNTY-  NM/CHAVES
 DR0428  USGS QUAD   -  MARLEY DRAW (1962)
 DR0428
 DR0428                         *CURRENT SURVEY CONTROL
 DR0428  ___________________________________________________________________
 DR0428* NAD 83(1986)-  33 38 43.     (N)    104 33 38.     (W)     SCALED    
 DR0428* NAVD 88     -      1122.623  (meters)    3683.14   (feet)  ADJUSTED  
 DR0428  ___________________________________________________________________
 DR0428  GEOID HEIGHT-         -23.25  (meters)                     GEOID03
 DR0428  DYNAMIC HT  -        1121.099 (meters)    3678.14  (feet)  COMP
 DR0428  MODELED GRAV-     979,241.2   (mgal)                       NAVD 88
 DR0428
 DR0428  VERT ORDER  -  SECOND    CLASS 0
 DR0428
 DR0428.The horizontal coordinates were scaled from a topographic map and have
 DR0428.an estimated accuracy of +/- 6 seconds.
 DR0428
 DR0428.The orthometric height was determined by differential leveling
 DR0428.and adjusted by the National Geodetic Survey in June 1991..
 DR0428
 DR0428.The geoid height was determined by GEOID03.
 DR0428
 DR0428.The dynamic height is computed by dividing the NAVD 88
 DR0428.geopotential number by the normal gravity value computed on the
 DR0428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0428.degrees latitude (g = 980.6199 gals.).
 DR0428
 DR0428.The modeled gravity was interpolated from observed gravity values.
 DR0428
 DR0428;                    North         East    Units  Estimated Accuracy
 DR0428;SPC NM E     -   293,340.      143,920.      MT  (+/- 180 meters Scaled)
 DR0428
 DR0428                          SUPERSEDED SURVEY CONTROL
 DR0428
 DR0428  NGVD 29 (??/??/92) 1122.116  (m)         3681.48   (f) ADJ UNCH    2 0
 DR0428
 DR0428.Superseded values are not recommended for survey control.
 DR0428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0428.See file dsdata.txt to determine how the superseded data were derived.
 DR0428
 DR0428_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SET407229(NAD 83)
 DR0428_MARKER: DB = BENCH MARK DISK
 DR0428_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR0428_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DR0428_STAMPING: F 317 1961
 DR0428_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR0428+STABILITY: SURFACE MOTION
 DR0428
 DR0428  HISTORY     - Date     Condition        Report By
 DR0428  HISTORY     - 1961     MONUMENTED       CGS
 DR0428
 DR0428                          STATION DESCRIPTION
 DR0428
 DR0428'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 DR0428'17.15 MI NW FROM ROSWELL.
 DR0428'17.15 MILES NORTHWEST ALONG U.S. HIGHWAY 285 FROM THE COURTHOUSE AT
 DR0428'ROSWELL, 100 FEET NORTHEAST OF CENTERLINE OF THE HIGHWAY, 36 FEET
 DR0428'SOUTHEAST OF THE CENTER OF A WIRE GATE, 3.8 FEET NORTHWEST OF A METAL
 DR0428'WITNESS POST WITH SIGN, 1.6 FEET BELOW THE LEVEL OF THE HIGHWAY, 1
 DR0428'FOOT SOUTHWEST OF A FENCE, SET IN TOP OF A ROUND CONCRETE POST
 DR0428'PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0270 ***********************************************************************
 CX0270  DESIGNATION -  F 318
 CX0270  PID         -  CX0270
 CX0270  STATE/COUNTY-  NM/OTERO
 CX0270  USGS QUAD   -  TRES HERMANOS SW (1982)
 CX0270
 CX0270                         *CURRENT SURVEY CONTROL
 CX0270  ___________________________________________________________________
 CX0270* NAD 83(1986)-  32 30 04.     (N)    106 08 25.     (W)     SCALED    
 CX0270* NAVD 88     -      1266.107  (meters)    4153.89   (feet)  ADJUSTED  
 CX0270  ___________________________________________________________________
 CX0270  GEOID HEIGHT-         -23.10  (meters)                     GEOID03
 CX0270  DYNAMIC HT  -        1264.245 (meters)    4147.78  (feet)  COMP
 CX0270  MODELED GRAV-     979,123.9   (mgal)                       NAVD 88
 CX0270
 CX0270  VERT ORDER  -  FIRST     CLASS II
 CX0270
 CX0270.The horizontal coordinates were scaled from a topographic map and have
 CX0270.an estimated accuracy of +/- 6 seconds.
 CX0270
 CX0270.The orthometric height was determined by differential leveling
 CX0270.and adjusted by the National Geodetic Survey in June 1991..
 CX0270
 CX0270.The geoid height was determined by GEOID03.
 CX0270
 CX0270.The dynamic height is computed by dividing the NAVD 88
 CX0270.geopotential number by the normal gravity value computed on the
 CX0270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0270.degrees latitude (g = 980.6199 gals.).
 CX0270
 CX0270.The modeled gravity was interpolated from observed gravity values.
 CX0270
 CX0270;                    North         East    Units  Estimated Accuracy
 CX0270;SPC NM C     -   166,440.      510,310.      MT  (+/- 180 meters Scaled)
 CX0270
 CX0270                          SUPERSEDED SURVEY CONTROL
 CX0270
 CX0270  NGVD 29 (??/??/92) 1265.526  (m)         4151.98   (f) ADJ UNCH    1 2
 CX0270
 CX0270.Superseded values are not recommended for survey control.
 CX0270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0270.See file dsdata.txt to determine how the superseded data were derived.
 CX0270
 CX0270_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR928965(NAD 83)
 CX0270_MARKER: DB = BENCH MARK DISK
 CX0270_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CX0270_SP_SET: MONUMENT
 CX0270_STAMPING: F 318 1964
 CX0270_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX0270
 CX0270  HISTORY     - Date     Condition        Report By
 CX0270  HISTORY     - 1964     MONUMENTED       CGS
 CX0270  HISTORY     - 1965     GOOD             NGS
 CX0270
 CX0270                          STATION DESCRIPTION
 CX0270
 CX0270'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 CX0270'9.1 MI NW FROM OROGRANDE.
 CX0270'0.4 MILE WEST FROM THE SOUTHERN PACIFIC RAILROAD STATION IN OROGRANDE
 CX0270'TO U.S. HIGHWAY 54, THENCE 0.5 MILE SOUTHEAST ALONG U.S. HIGHWAY 54 TO
 CX0270'WSMR ROUTE NO. 2, THENCE 4.35 MILES NORTHWEST ALONG WSMR ROUTE NO. 2
 CX0270'TO THE EAST GUARD GATE TO WSMR, PASS THROUGH GUARD GATE AND CONTINUE
 CX0270'WEST 0.15 MILE TO WSMR ROUTE NO. 252, THENCE 6.85 MILES NORTH ALONG
 CX0270'WSMR ROUTE NO. 252, 121 FEET NORTHEAST OF A JUNCTION, 112 FEET NORTH
 CX0270'OF A ROAD LEADING EAST, 69 FEET EAST OF THE CENTERLINE OF WSMR ROUTE
 CX0270'NO. 252, 3 FEET SOUTH OF A METAL WITNESS SIGN, SET IN THE TOP OF A 12
 CX0270'INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0482 ***********************************************************************
 DS0482  DESIGNATION -  F 319
 DS0482  PID         -  DS0482
 DS0482  STATE/COUNTY-  NM/SIERRA
 DS0482  USGS QUAD   -  LUMLEY LAKE (1982)
 DS0482
 DS0482                         *CURRENT SURVEY CONTROL
 DS0482  ___________________________________________________________________
 DS0482* NAD 83(1986)-  33 06 31.     (N)    106 26 31.     (W)     SCALED    
 DS0482* NAVD 88     -      1222.478  (meters)    4010.75   (feet)  ADJUSTED  
 DS0482  ___________________________________________________________________
 DS0482  GEOID HEIGHT-         -23.13  (meters)                     GEOID03
 DS0482  DYNAMIC HT  -        1220.708 (meters)    4004.94  (feet)  COMP
 DS0482  MODELED GRAV-     979,147.9   (mgal)                       NAVD 88
 DS0482
 DS0482  VERT ORDER  -  SECOND    CLASS 0
 DS0482
 DS0482.The horizontal coordinates were scaled from a topographic map and have
 DS0482.an estimated accuracy of +/- 6 seconds.
 DS0482
 DS0482.The orthometric height was determined by differential leveling
 DS0482.and adjusted by the National Geodetic Survey in June 1991..
 DS0482
 DS0482.The geoid height was determined by GEOID03.
 DS0482
 DS0482.The dynamic height is computed by dividing the NAVD 88
 DS0482.geopotential number by the normal gravity value computed on the
 DS0482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0482.degrees latitude (g = 980.6199 gals.).
 DS0482
 DS0482.The modeled gravity was interpolated from observed gravity values.
 DS0482
 DS0482;                    North         East    Units  Estimated Accuracy
 DS0482;SPC NM W     -   234,660.      959,870.      MT  (+/- 180 meters Scaled)
 DS0482
 DS0482                          SUPERSEDED SURVEY CONTROL
 DS0482
 DS0482  NGVD 29 (??/??/92) 1221.857  (m)         4008.71   (f) ADJ UNCH    2 0
 DS0482
 DS0482.Superseded values are not recommended for survey control.
 DS0482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0482.See file dsdata.txt to determine how the superseded data were derived.
 DS0482
 DS0482_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS654642(NAD 83)
 DS0482_MARKER: DB = BENCH MARK DISK
 DS0482_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0482_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0482_STAMPING: F 319 1964
 DS0482_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0482+STABILITY: SURFACE MOTION
 DS0482
 DS0482  HISTORY     - Date     Condition        Report By
 DS0482  HISTORY     - 1964     MONUMENTED       CGS
 DS0482  HISTORY     - 1966     GOOD             NGS
 DS0482
 DS0482                          STATION DESCRIPTION
 DS0482
 DS0482'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 DS0482'4.7 MI SE FROM RHODES CANYON RANGE CENTER.
 DS0482'ABOUT 4.0 MILES SOUTHEAST ALONG WHITE SANDS MISSILE RANGE ROUTE 6 FROM
 DS0482'THE HEADQUARTERS BUILDING AT RHODES CANYON RANGE CENTER, THENCE 0.7
 DS0482'MILE SOUTH ALONG WHITE SANDS MISSILE RANGE ROUTE 304, IN S 7, T 14 S,
 DS0482'R 6 E, 43 FEET WEST OF THE CENTER LINE OF THE ROAD, 95 YARDS EAST OF A
 DS0482'TELEPHONE POLE WHICH BEARS A WHITE BAND, 3.0 FEET SOUTH OF A WOODEN
 DS0482'WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD, AND SET IN THE
 DS0482'TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0139 ***********************************************************************
 FP0139  DESIGNATION -  F 32
 FP0139  PID         -  FP0139
 FP0139  STATE/COUNTY-  NM/MCKINLEY
 FP0139  USGS QUAD   -  TSE BONITA SCHOOL (1979)
 FP0139
 FP0139                         *CURRENT SURVEY CONTROL
 FP0139  ___________________________________________________________________
 FP0139* NAD 83(1986)-  35 38 05.     (N)    108 57 56.     (W)     SCALED    
 FP0139* NAVD 88     -      2155.243  (meters)    7070.99   (feet)  ADJUSTED  
 FP0139  ___________________________________________________________________
 FP0139  GEOID HEIGHT-         -21.06  (meters)                     GEOID03
 FP0139  DYNAMIC HT  -        2152.184 (meters)    7060.96  (feet)  COMP
 FP0139  MODELED GRAV-     979,136.6   (mgal)                       NAVD 88
 FP0139
 FP0139  VERT ORDER  -  FIRST     CLASS II
 FP0139
 FP0139.The horizontal coordinates were scaled from a topographic map and have
 FP0139.an estimated accuracy of +/- 6 seconds.
 FP0139
 FP0139.The orthometric height was determined by differential leveling
 FP0139.and adjusted by the National Geodetic Survey in June 1991..
 FP0139
 FP0139.The geoid height was determined by GEOID03.
 FP0139
 FP0139.The dynamic height is computed by dividing the NAVD 88
 FP0139.geopotential number by the normal gravity value computed on the
 FP0139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0139.degrees latitude (g = 980.6199 gals.).
 FP0139
 FP0139.The modeled gravity was interpolated from observed gravity values.
 FP0139
 FP0139;                    North         East    Units  Estimated Accuracy
 FP0139;SPC NM W     -   514,590.      727,450.      MT  (+/- 180 meters Scaled)
 FP0139
 FP0139                          SUPERSEDED SURVEY CONTROL
 FP0139
 FP0139  NGVD 29 (??/??/92) 2154.234  (m)         7067.68   (f) ADJ UNCH    1 2
 FP0139
 FP0139.Superseded values are not recommended for survey control.
 FP0139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0139.See file dsdata.txt to determine how the superseded data were derived.
 FP0139
 FP0139_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXE842453(NAD 83)
 FP0139_MARKER: DB = BENCH MARK DISK
 FP0139_SETTING: 80 = SET IN A BOULDER
 FP0139_SP_SET: BOULDER
 FP0139_STAMPING: F 32 1933 7067.683
 FP0139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FP0139+STABILITY: SURFACE MOTION
 FP0139
 FP0139  HISTORY     - Date     Condition        Report By
 FP0139  HISTORY     - 1933     MONUMENTED       CGS
 FP0139  HISTORY     - 1963     GOOD             NGS
 FP0139
 FP0139                          STATION DESCRIPTION
 FP0139
 FP0139'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 FP0139'18.9 MI NW FROM GALLUP.
 FP0139'GALLUP, 8.5 MILES N. OF ALONG US HIGHWAY 666, THEN 10.4 MILES W ALONG
 FP0139'STATE HIGHWAY 58, 0.6 MILES WEST OF BLACKCAT TRADING POST, AT BEN
 FP0139'RENOLDS AUTO WRECKING YARD, ABOUT 500 FEET NORTH OF THE C.L. OF THE
 FP0139'PRESENT HIGHWAY, 54 N E OF A FENCE CORNER, 20 N. OF THE FENCE, ABOUT
 FP0139'30 FEET NE OF WHERE THE OLD HIGHWAY CROSSES THE CREST OF A HILL, SET
 FP0139'IN A 6 X 8 FOOT SANDSTONE BOULDER AT THE SOUTH EDGE OF A 6 INCH PINION
 FP0139'TREE A STANDARD USC AND GS TABLET STAMPED F 32 1933 7067.683.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0233 ***********************************************************************
 DS0233  DESIGNATION -  F 320
 DS0233  PID         -  DS0233
 DS0233  STATE/COUNTY-  NM/LINCOLN
 DS0233  USGS QUAD   -  BULL GAP SW (1981)
 DS0233
 DS0233                         *CURRENT SURVEY CONTROL
 DS0233  ___________________________________________________________________
 DS0233* NAD 83(1986)-  33 35 22.     (N)    106 12 08.     (W)     SCALED    
 DS0233* NAVD 88     -      1512.724  (meters)    4963.00   (feet)  ADJUSTED  
 DS0233  ___________________________________________________________________
 DS0233  GEOID HEIGHT-         -21.50  (meters)                     GEOID03
 DS0233  DYNAMIC HT  -        1510.541 (meters)    4955.83  (feet)  COMP
 DS0233  MODELED GRAV-     979,140.7   (mgal)                       NAVD 88
 DS0233
 DS0233  VERT ORDER  -  SECOND    CLASS 0
 DS0233
 DS0233.The horizontal coordinates were scaled from a topographic map and have
 DS0233.an estimated accuracy of +/- 6 seconds.
 DS0233
 DS0233.The orthometric height was determined by differential leveling
 DS0233.and adjusted by the National Geodetic Survey in June 1991..
 DS0233
 DS0233.The geoid height was determined by GEOID03.
 DS0233
 DS0233.The dynamic height is computed by dividing the NAVD 88
 DS0233.geopotential number by the normal gravity value computed on the
 DS0233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0233.degrees latitude (g = 980.6199 gals.).
 DS0233
 DS0233.The modeled gravity was interpolated from observed gravity values.
 DS0233
 DS0233;                    North         East    Units  Estimated Accuracy
 DS0233;SPC NM C     -   287,120.      504,440.      MT  (+/- 180 meters Scaled)
 DS0233
 DS0233                          SUPERSEDED SURVEY CONTROL
 DS0233
 DS0233  NGVD 29 (??/??/92) 1512.043  (m)         4960.76   (f) ADJ UNCH    2 0
 DS0233
 DS0233.Superseded values are not recommended for survey control.
 DS0233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0233.See file dsdata.txt to determine how the superseded data were derived.
 DS0233
 DS0233_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT884172(NAD 83)
 DS0233_MARKER: DB = BENCH MARK DISK
 DS0233_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0233_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0233_STAMPING: F 320 1968
 DS0233_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0233+STABILITY: SURFACE MOTION
 DS0233
 DS0233  HISTORY     - Date     Condition        Report By
 DS0233  HISTORY     - 1968     MONUMENTED       CGS
 DS0233  HISTORY     - 1969     GOOD             NGS
 DS0233
 DS0233                          STATION DESCRIPTION
 DS0233
 DS0233'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 DS0233'13.8 MI NW FROM OSCURO.
 DS0233'ABOUT 7.75 MILES NORTHWEST ALONG WHITE SANDS MISSILE RANGE ROUTE 12
 DS0233'FROM THE STORE AT OSCURO, THENCE 6.05 MILES NORTHWEST ALONG WHITE
 DS0233'SANDS MISSILE RANGE ROUTE 9, 98 FEET NORTHEAST OF THE CENTER LINE OF
 DS0233'THE ROUTE, 2.9 FEET NORTHWEST OF A METAL WITNESS POST, AND SET IN THE
 DS0233'TOP OF THE A CONCRETE POST WHICH PROJECTS 8 INCHES ABOVE THE SURFACE
 DS0233'OF THE GROUND.  SEC 27, T 8S, R 7E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0326 ***********************************************************************
 CX0326  DESIGNATION -  F 321
 CX0326  PID         -  CX0326
 CX0326  STATE/COUNTY-  NM/OTERO
 CX0326  USGS QUAD   -  LAKE LUCERO SE (1982)
 CX0326
 CX0326                         *CURRENT SURVEY CONTROL
 CX0326  ___________________________________________________________________
 CX0326* NAD 83(1986)-  32 36 27.     (N)    106 17 52.     (W)     SCALED    
 CX0326* NAVD 88     -      1209.859  (meters)    3969.35   (feet)  ADJUSTED  
 CX0326  ___________________________________________________________________
 CX0326  GEOID HEIGHT-         -23.44  (meters)                     GEOID03
 CX0326  DYNAMIC HT  -        1208.080 (meters)    3963.51  (feet)  COMP
 CX0326  MODELED GRAV-     979,126.7   (mgal)                       NAVD 88
 CX0326
 CX0326  VERT ORDER  -  FIRST     CLASS II
 CX0326
 CX0326.The horizontal coordinates were scaled from a topographic map and have
 CX0326.an estimated accuracy of +/- 6 seconds.
 CX0326
 CX0326.The orthometric height was determined by differential leveling
 CX0326.and adjusted by the National Geodetic Survey in June 1991..
 CX0326
 CX0326.The geoid height was determined by GEOID03.
 CX0326
 CX0326.The dynamic height is computed by dividing the NAVD 88
 CX0326.geopotential number by the normal gravity value computed on the
 CX0326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0326.degrees latitude (g = 980.6199 gals.).
 CX0326
 CX0326.The modeled gravity was interpolated from observed gravity values.
 CX0326
 CX0326;                    North         East    Units  Estimated Accuracy
 CX0326;SPC NM C     -   178,230.      495,520.      MT  (+/- 180 meters Scaled)
 CX0326
 CX0326                          SUPERSEDED SURVEY CONTROL
 CX0326
 CX0326  NGVD 29 (??/??/92) 1209.277  (m)         3967.44   (f) ADJ UNCH    1 2
 CX0326
 CX0326.Superseded values are not recommended for survey control.
 CX0326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0326.See file dsdata.txt to determine how the superseded data were derived.
 CX0326
 CX0326_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS782085(NAD 83)
 CX0326_MARKER: DB = BENCH MARK DISK
 CX0326_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CX0326_SP_SET: MONUMENT
 CX0326_STAMPING: F 321 1966
 CX0326_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX0326
 CX0326  HISTORY     - Date     Condition        Report By
 CX0326  HISTORY     - 1966     MONUMENTED       CGS
 CX0326  HISTORY     - 1968     GOOD             NGS
 CX0326
 CX0326                          STATION DESCRIPTION
 CX0326
 CX0326'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CX0326'16.5 MI NNE FROM WHITE SANDS M R HDQ BLDG.
 CX0326'4.15 MILES NORTH ALONG THE ACCESS ROAD FROM WHITE SANDS MISSILE RANGE
 CX0326'HEADQUARTERS BUILDING.  THENCE 11.7 MILES NORTH NORTHEAST ALONG U. S.
 CX0326'HIGHWAY 70.  THENCE 0.65 MILE SOUTH ALONG A GRAVELED ROAD ON THE CREST
 CX0326'OF A SLIGHT RISE.  61 FEET WEST OF THE CENTERLINE OF A GRAVELED ROAD.
 CX0326'3 FEET SOUTH OF A METAL WITNESS SIGN, SET IN THE TOP OF A 12 INCH
 CX0326'CIRCULAR CONCRETE MONUMENT PROJECTING 0.2 FOOT AND ABOUT LEVEL WITH
 CX0326'THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0328 ***********************************************************************
 CX0328  DESIGNATION -  F 322
 CX0328  PID         -  CX0328
 CX0328  STATE/COUNTY-  NM/OTERO
 CX0328  USGS QUAD   -  LAKE LUCERO SE (1982)
 CX0328
 CX0328                         *CURRENT SURVEY CONTROL
 CX0328  ___________________________________________________________________
 CX0328* NAD 83(1986)-  32 37 27.     (N)    106 18 47.     (W)     SCALED    
 CX0328* NAVD 88     -      1208.581  (meters)    3965.15   (feet)  ADJUSTED  
 CX0328  ___________________________________________________________________
 CX0328  GEOID HEIGHT-         -23.43  (meters)                     GEOID03
 CX0328  DYNAMIC HT  -        1206.807 (meters)    3959.33  (feet)  COMP
 CX0328  MODELED GRAV-     979,129.2   (mgal)                       NAVD 88
 CX0328
 CX0328  VERT ORDER  -  FIRST     CLASS II
 CX0328
 CX0328.The horizontal coordinates were scaled from a topographic map and have
 CX0328.an estimated accuracy of +/- 6 seconds.
 CX0328
 CX0328.The orthometric height was determined by differential leveling
 CX0328.and adjusted by the National Geodetic Survey in June 1991..
 CX0328
 CX0328.The geoid height was determined by GEOID03.
 CX0328
 CX0328.The dynamic height is computed by dividing the NAVD 88
 CX0328.geopotential number by the normal gravity value computed on the
 CX0328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0328.degrees latitude (g = 980.6199 gals.).
 CX0328
 CX0328.The modeled gravity was interpolated from observed gravity values.
 CX0328
 CX0328;                    North         East    Units  Estimated Accuracy
 CX0328;SPC NM C     -   180,080.      494,080.      MT  (+/- 180 meters Scaled)
 CX0328
 CX0328                          SUPERSEDED SURVEY CONTROL
 CX0328
 CX0328  NGVD 29 (??/??/92) 1208.001  (m)         3963.25   (f) ADJ UNCH    1 2
 CX0328
 CX0328.Superseded values are not recommended for survey control.
 CX0328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0328.See file dsdata.txt to determine how the superseded data were derived.
 CX0328
 CX0328_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS768103(NAD 83)
 CX0328_MARKER: DB = BENCH MARK DISK
 CX0328_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CX0328_SP_SET: MONUMENT
 CX0328_STAMPING: F 322 1966
 CX0328_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX0328
 CX0328  HISTORY     - Date     Condition        Report By
 CX0328  HISTORY     - 1966     MONUMENTED       CGS
 CX0328  HISTORY     - 1967     GOOD             NGS
 CX0328
 CX0328                          STATION DESCRIPTION
 CX0328
 CX0328'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 CX0328'16.85 MI NNE FROM WHITE SANDS M R HDQ BLDG.
 CX0328'4.15 MILES NORTH ALONG ACCESS ROAD FROM WHITE SANDS MISSILE RANGE
 CX0328'HEADQUARTERS BUILDING.  THENCE 11.7 MILES NORTH NORTHEAST ALONG U. S.
 CX0328'HIGHWAY 70.  THENCE 1.0 MILE WEST NORTHWEST ALONG AN ASPHALT ROAD. IN
 CX0328'LINE WITH A ROW OF POWER POLES ABOUT 0.1 MILE EAST SOUTHEAST OF A
 CX0328'SMALL ROAD CUT.  100 FEET NORTH NORTHEAST OF THE CENTERLINE OF THE
 CX0328'ROAD.  6.5 FEET WEST OF THE MOST NORTHERLY ONE OF TWO POWER POLES, SET
 CX0328'IN THE TOP OF A 12 INCH CIRCULAR CONCRETE MONUMENT PROJECTING 0.2 FOOT
 CX0328'AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0301 ***********************************************************************
 CX0301  DESIGNATION -  F 323
 CX0301  PID         -  CX0301
 CX0301  STATE/COUNTY-  NM/OTERO
 CX0301  USGS QUAD   -  FOSTER LAKE (1982)
 CX0301
 CX0301                         *CURRENT SURVEY CONTROL
 CX0301  ___________________________________________________________________
 CX0301* NAD 83(1986)-  32 43 36.     (N)    106 10 46.     (W)     SCALED    
 CX0301* NAVD 88     -      1211.692  (meters)    3975.36   (feet)  ADJUSTED  
 CX0301  ___________________________________________________________________
 CX0301  GEOID HEIGHT-         -23.13  (meters)                     GEOID03
 CX0301  DYNAMIC HT  -        1209.933 (meters)    3969.59  (feet)  COMP
 CX0301  MODELED GRAV-     979,144.7   (mgal)                       NAVD 88
 CX0301
 CX0301  VERT ORDER  -  FIRST     CLASS II
 CX0301
 CX0301.The horizontal coordinates were scaled from a topographic map and have
 CX0301.an estimated accuracy of +/- 6 seconds.
 CX0301
 CX0301.The orthometric height was determined by differential leveling
 CX0301.and adjusted by the National Geodetic Survey in June 1991..
 CX0301
 CX0301.The geoid height was determined by GEOID03.
 CX0301
 CX0301.The dynamic height is computed by dividing the NAVD 88
 CX0301.geopotential number by the normal gravity value computed on the
 CX0301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0301.degrees latitude (g = 980.6199 gals.).
 CX0301
 CX0301.The modeled gravity was interpolated from observed gravity values.
 CX0301
 CX0301;                    North         East    Units  Estimated Accuracy
 CX0301;SPC NM C     -   191,440.      506,610.      MT  (+/- 180 meters Scaled)
 CX0301
 CX0301                          SUPERSEDED SURVEY CONTROL
 CX0301
 CX0301  NGVD 29 (??/??/92) 1211.119  (m)         3973.48   (f) ADJ UNCH    1 2
 CX0301
 CX0301.Superseded values are not recommended for survey control.
 CX0301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0301.See file dsdata.txt to determine how the superseded data were derived.
 CX0301
 CX0301_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS894216(NAD 83)
 CX0301_MARKER: DB = BENCH MARK DISK
 CX0301_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CX0301_SP_SET: MONUMENT
 CX0301_STAMPING: F 323 1968
 CX0301_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX0301
 CX0301  HISTORY     - Date     Condition        Report By
 CX0301  HISTORY     - 1968     MONUMENTED       CGS
 CX0301
 CX0301                          STATION DESCRIPTION
 CX0301
 CX0301'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 CX0301'4.0 MI SSW FROM WHITE SANDS NATL MONUMENT.
 CX0301'2.6 MILES SOUTHWEST ALONG U. S. HIGHWAY 70 FROM WHITE SANDS NATIONAL
 CX0301'MONUMENT HEADQUARTERS.  THENCE 1.0 MILE SOUTH ON A DIRT ROAD.  THENCE
 CX0301'1.2 MILES WEST ALONG A POWERLINE.  THENCE 1.5 MILE EAST SOUTHEAST
 CX0301'ALONG A POLELINE IN LINE WITH A ROW OF TELEPHONE POLES.  IT IS 12 FEET
 CX0301'EAST OF A TELEPHONE POLE, 8 FEET SOUTH OF THE CENTERLINE OF THE ROAD,
 CX0301'2.0 FEET NORTH OF A METAL WITNESS SIGN, SET IN THE TOP OF A CONCRETE
 CX0301'MONUMENT, 1 FOOT IN DIAMETER, THAT PROJECTS 0.5 FOOT ABOVE THE GROUND
 CX0301'AND IS ABOUT 1 FOOT HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0687 ***********************************************************************
 DS0687  DESIGNATION -  F 327
 DS0687  PID         -  DS0687
 DS0687  STATE/COUNTY-  NM/SOCORRO
 DS0687  USGS QUAD   -  CERRO DE LA CAMPANA (1982)
 DS0687
 DS0687                         *CURRENT SURVEY CONTROL
 DS0687  ___________________________________________________________________
 DS0687* NAD 83(1986)-  33 47 01.     (N)    106 40 21.     (W)     SCALED    
 DS0687* NAVD 88     -      1485.654  (meters)    4874.18   (feet)  ADJUSTED  
 DS0687  ___________________________________________________________________
 DS0687  GEOID HEIGHT-         -22.33  (meters)                     GEOID03
 DS0687  DYNAMIC HT  -        1483.525 (meters)    4867.20  (feet)  COMP
 DS0687  MODELED GRAV-     979,151.7   (mgal)                       NAVD 88
 DS0687
 DS0687  VERT ORDER  -  SECOND    CLASS 0
 DS0687
 DS0687.The horizontal coordinates were scaled from a topographic map and have
 DS0687.an estimated accuracy of +/- 6 seconds.
 DS0687
 DS0687.The orthometric height was determined by differential leveling
 DS0687.and adjusted by the National Geodetic Survey in June 1991..
 DS0687
 DS0687.The geoid height was determined by GEOID03.
 DS0687
 DS0687.The dynamic height is computed by dividing the NAVD 88
 DS0687.geopotential number by the normal gravity value computed on the
 DS0687.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0687.degrees latitude (g = 980.6199 gals.).
 DS0687
 DS0687.The modeled gravity was interpolated from observed gravity values.
 DS0687
 DS0687;                    North         East    Units  Estimated Accuracy
 DS0687;SPC NM C     -   308,740.      460,870.      MT  (+/- 180 meters Scaled)
 DS0687
 DS0687                          SUPERSEDED SURVEY CONTROL
 DS0687
 DS0687  NGVD 29 (??/??/92) 1484.976  (m)         4871.96   (f) ADJ UNCH    2 0
 DS0687
 DS0687.Superseded values are not recommended for survey control.
 DS0687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0687.See file dsdata.txt to determine how the superseded data were derived.
 DS0687
 DS0687_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT451394(NAD 83)
 DS0687_MARKER: DB = BENCH MARK DISK
 DS0687_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0687_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0687_STAMPING: F 327 1966
 DS0687_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0687+STABILITY: SURFACE MOTION
 DS0687
 DS0687  HISTORY     - Date     Condition        Report By
 DS0687  HISTORY     - 1966     MONUMENTED       CGS
 DS0687
 DS0687                          STATION DESCRIPTION
 DS0687
 DS0687'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 DS0687'3.35 MI S FROM STALLION RANGE CENTER.
 DS0687'ABOUT 0.35 MILE NORTHWEST ALONG WHITE SANDS MISSILE RANGE ROUTE 7 FROM
 DS0687'THE HEADQUARTERS BUILDING AT STALLION RANGE CENTER, THENCE 3.0 MILES
 DS0687'SOUTH ALONG WHITE SANDS MISSILE RANGE ROUTE 5, IN S 18, T 6 S, R 3 E,
 DS0687'0.05 MILE SOUTHWEST OF THE INTERSECTION OF THE ROAD AND A GRADED TRACK
 DS0687'ROAD, 146 FEET WEST OF THE CENTER LINE OF THE ROAD, 11 FEET SOUTHEAST
 DS0687'OF THE CENTER LINE OF THE TRACK ROAD, 6 FEET SOUTH OF A TELEPHONE POLE
 DS0687'AND IN LINE WITH A ROW OF TELEPHONE POLES, 1.5 FEET WEST OF A METAL
 DS0687'WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD, AND SET IN THE
 DS0687'TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0541 ***********************************************************************
 DS0541  DESIGNATION -  F 328
 DS0541  PID         -  DS0541
 DS0541  STATE/COUNTY-  NM/SIERRA
 DS0541  USGS QUAD   -  SALINAS PEAK NW (1981)
 DS0541
 DS0541                         *CURRENT SURVEY CONTROL
 DS0541  ___________________________________________________________________
 DS0541* NAD 83(1986)-  33 27 14.     (N)    106 40 55.     (W)     SCALED    
 DS0541* NAVD 88     -      1459.572  (meters)    4788.61   (feet)  ADJUSTED  
 DS0541  ___________________________________________________________________
 DS0541  GEOID HEIGHT-         -22.41  (meters)                     GEOID03
 DS0541  DYNAMIC HT  -        1457.471 (meters)    4781.72  (feet)  COMP
 DS0541  MODELED GRAV-     979,146.4   (mgal)                       NAVD 88
 DS0541
 DS0541  VERT ORDER  -  SECOND    CLASS 0
 DS0541
 DS0541.The horizontal coordinates were scaled from a topographic map and have
 DS0541.an estimated accuracy of +/- 6 seconds.
 DS0541
 DS0541.The orthometric height was determined by differential leveling
 DS0541.and adjusted by the National Geodetic Survey in June 1991..
 DS0541
 DS0541.The geoid height was determined by GEOID03.
 DS0541
 DS0541.The dynamic height is computed by dividing the NAVD 88
 DS0541.geopotential number by the normal gravity value computed on the
 DS0541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0541.degrees latitude (g = 980.6199 gals.).
 DS0541
 DS0541.The modeled gravity was interpolated from observed gravity values.
 DS0541
 DS0541;                    North         East    Units  Estimated Accuracy
 DS0541;SPC NM W     -   272,680.      937,040.      MT  (+/- 180 meters Scaled)
 DS0541
 DS0541                          SUPERSEDED SURVEY CONTROL
 DS0541
 DS0541  NGVD 29 (??/??/92) 1458.916  (m)         4786.46   (f) ADJ UNCH    2 0
 DS0541
 DS0541.Superseded values are not recommended for survey control.
 DS0541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0541.See file dsdata.txt to determine how the superseded data were derived.
 DS0541
 DS0541_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT436028(NAD 83)
 DS0541_MARKER: DB = BENCH MARK DISK
 DS0541_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0541_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0541_STAMPING: F 328 1966
 DS0541_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0541+STABILITY: SURFACE MOTION
 DS0541
 DS0541  HISTORY     - Date     Condition        Report By
 DS0541  HISTORY     - 1966     MONUMENTED       CGS
 DS0541
 DS0541                          STATION DESCRIPTION
 DS0541
 DS0541'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 DS0541'26.9 MI S FROM STALLION RANGE CENTER.
 DS0541'ABOUT 0.35 MILE NORTHWEST ALONG WHITE SANDS MISSILE RANGE ROUTE 7 FROM
 DS0541'THE HEADQUARTERS BUILDING AT STALLION RANGE CENTER, THENCE 26.55 MILES
 DS0541'SOUTH ALONG WHITE SANDS MISSILE RANGE ROUTE 5, IN S 12, T 10 S, R 2 E,
 DS0541'220 FEET WEST OF THE CENTER LINE OF THE ROAD, 9 FEET SOUTH OF THE 2ND
 DS0541'TELEPHONE POLE SOUTH OF A DOUBLE POLE BRACED BY 4 GUY WIRES, IN LINE
 DS0541'WITH A ROW OF TELEPHONE POLES, 1.2 FEET WEST OF A METAL WITNESS POST,
 DS0541'ABOUT 2 FEET BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A
 DS0541'CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0625 ***********************************************************************
 DS0625  DESIGNATION -  F 329
 DS0625  PID         -  DS0625
 DS0625  STATE/COUNTY-  NM/SOCORRO
 DS0625  USGS QUAD   -  CANON AGUA BUENA (1981)
 DS0625
 DS0625                         *CURRENT SURVEY CONTROL
 DS0625  ___________________________________________________________________
 DS0625* NAD 83(1986)-  33 53 12.     (N)    106 43 47.     (W)     SCALED    
 DS0625* NAVD 88     -      1532.785  (meters)    5028.81   (feet)  ADJUSTED  
 DS0625  ___________________________________________________________________
 DS0625  GEOID HEIGHT-         -22.23  (meters)                     GEOID03
 DS0625  DYNAMIC HT  -        1530.597 (meters)    5021.63  (feet)  COMP
 DS0625  MODELED GRAV-     979,155.1   (mgal)                       NAVD 88
 DS0625
 DS0625  VERT ORDER  -  FIRST     CLASS II
 DS0625
 DS0625.The horizontal coordinates were scaled from a topographic map and have
 DS0625.an estimated accuracy of +/- 6 seconds.
 DS0625
 DS0625.The orthometric height was determined by differential leveling
 DS0625.and adjusted by the National Geodetic Survey in June 1991..
 DS0625
 DS0625.The geoid height was determined by GEOID03.
 DS0625
 DS0625.The dynamic height is computed by dividing the NAVD 88
 DS0625.geopotential number by the normal gravity value computed on the
 DS0625.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0625.degrees latitude (g = 980.6199 gals.).
 DS0625
 DS0625.The modeled gravity was interpolated from observed gravity values.
 DS0625
 DS0625;                    North         East    Units  Estimated Accuracy
 DS0625;SPC NM C     -   320,190.      455,630.      MT  (+/- 180 meters Scaled)
 DS0625
 DS0625                          SUPERSEDED SURVEY CONTROL
 DS0625
 DS0625  NGVD 29 (??/??/92) 1532.102  (m)         5026.57   (f) ADJ UNCH    1 2
 DS0625
 DS0625.Superseded values are not recommended for survey control.
 DS0625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0625.See file dsdata.txt to determine how the superseded data were derived.
 DS0625
 DS0625_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT400509(NAD 83)
 DS0625_MARKER: DB = BENCH MARK DISK
 DS0625_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0625_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0625_STAMPING: F 329 1966
 DS0625_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0625+STABILITY: SURFACE MOTION
 DS0625
 DS0625  HISTORY     - Date     Condition        Report By
 DS0625  HISTORY     - 1966     MONUMENTED       CGS
 DS0625
 DS0625                          STATION DESCRIPTION
 DS0625
 DS0625'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 DS0625'8.15 MI E FROM SAN ANTONIO.
 DS0625'ABOUT 8.15 MILES EAST ALONG U.S. HIGHWAY 380 FROM THE POST OFFICE AT
 DS0625'SAN ANTONIO, IN S 9, T 5 S, R 2 E, 204 FEET SOUTH AND ACROSS THE
 DS0625'HIGHWAY FROM THE SOUTHWEST CORNER OF AN ABANDONED BUILDING FOUNDATION,
 DS0625'97 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 9 FEET NORTH OF A
 DS0625'POWER POLE BRACED BY A GUY WIRE, 1 1/2 FEET NORTH OF A RIGHT-OF-WAY
 DS0625'FENCE, 1.2 FEET SOUTH OF A METAL WITNESS POST, ABOUT 3 FEET ABOVE THE
 DS0625'LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 DS0625'6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0206 ***********************************************************************
 CW0206  DESIGNATION -  F 33
 CW0206  PID         -  CW0206
 CW0206  STATE/COUNTY-  NM/EDDY
 CW0206  USGS QUAD   -  CARLSBAD CAVERNS (1979)
 CW0206
 CW0206                         *CURRENT SURVEY CONTROL
 CW0206  ___________________________________________________________________
 CW0206* NAD 83(1986)-  32 09 04.     (N)    104 23 32.     (W)     SCALED    
 CW0206* NAVD 88     -      1077.202  (meters)    3534.12   (feet)  ADJUSTED  
 CW0206  ___________________________________________________________________
 CW0206  GEOID HEIGHT-         -24.30  (meters)                     GEOID03
 CW0206  DYNAMIC HT  -        1075.606 (meters)    3528.88  (feet)  COMP
 CW0206  MODELED GRAV-     979,121.9   (mgal)                       NAVD 88
 CW0206
 CW0206  VERT ORDER  -  FIRST     CLASS I
 CW0206
 CW0206.The horizontal coordinates were scaled from a topographic map and have
 CW0206.an estimated accuracy of +/- 6 seconds.
 CW0206
 CW0206.The orthometric height was determined by differential leveling
 CW0206.and adjusted by the National Geodetic Survey in June 1991..
 CW0206
 CW0206.The geoid height was determined by GEOID03.
 CW0206
 CW0206.The dynamic height is computed by dividing the NAVD 88
 CW0206.geopotential number by the normal gravity value computed on the
 CW0206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0206.degrees latitude (g = 980.6199 gals.).
 CW0206
 CW0206.The modeled gravity was interpolated from observed gravity values.
 CW0206
 CW0206;                    North         East    Units  Estimated Accuracy
 CW0206;SPC NM E     -   127,620.      159,450.      MT  (+/- 180 meters Scaled)
 CW0206
 CW0206                          SUPERSEDED SURVEY CONTROL
 CW0206
 CW0206  NGVD 29 (??/??/92) 1076.674  (m)         3532.39   (f) ADJ UNCH    1 1
 CW0206
 CW0206.Superseded values are not recommended for survey control.
 CW0206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0206.See file dsdata.txt to determine how the superseded data were derived.
 CW0206
 CW0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SER573573(NAD 83)
 CW0206_MARKER: DB = BENCH MARK DISK
 CW0206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CW0206_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CW0206_STAMPING: F 33 1933
 CW0206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CW0206+STABILITY: SURFACE MOTION
 CW0206
 CW0206  HISTORY     - Date     Condition        Report By
 CW0206  HISTORY     - 1933     MONUMENTED       CGS
 CW0206  HISTORY     - 1958     GOOD             NGS
 CW0206  HISTORY     - 1977     GOOD             NGS
 CW0206
 CW0206                          STATION DESCRIPTION
 CW0206
 CW0206'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CW0206'2.1 MI SW FROM WHITES CITY.
 CW0206'ABOUT 0.1 MILE SOUTHEAST ALONG STATE HIGHWAY 7 FROM THE POST OFFICE AT
 CW0206'WHITES CITY, THENCE 2.0 MILES SOUTHWEST ALONG U. S. HIGHWAYS 62 AND
 CW0206'180, ABOUT 135 YARDS SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 CW0206'ABOUT 0.15 MILE SOUTH-SOUTHEAST OF AND ACROSS THE HIGHWAY FROM AN OLD
 CW0206'STUCCO HOUSE, 50 FEET NORTHWEST OF THE CENTER LINE OF THE OLD HIGHWAY,
 CW0206'84 FEET SOUTH OF A FENCE, 2 FEET NORTHEAST OF A CONCRETE WITNESS POST,
 CW0206'AND IN THE TOP OF A CONCRETE POST PROJECTING 1 FOOT.
 CW0206
 CW0206                          STATION RECOVERY (1977)
 CW0206
 CW0206'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CW0206'2.05 MILES SOUTHWEST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE
 CW0206'JUNCTION OF STATE HIGHWAY 7, 0.25 MILE SOUTHWEST OF MILEPOST 14,
 CW0206'135 YARDS SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 100 YARDS
 CW0206'SOUTHEAST OF A T FENCE JUNCTION AND A WITNESS POST, 100 YARDS
 CW0206'SOUTHEAST OF THE RIGHT OF WAY FENCE, 84 FT. SOUTH OF AN EAST-WEST
 CW0206'FENCE LINE, 50 FT. NORTHWEST OF THE CENTER LINE OF THE OLD HIGHWAY,
 CW0206'2 FT. NORTHEAST OF A CONCRETE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0496 ***********************************************************************
 DS0496  DESIGNATION -  F 330
 DS0496  PID         -  DS0496
 DS0496  STATE/COUNTY-  NM/DONA ANA
 DS0496  USGS QUAD   -  LUMLEY LAKE (1982)
 DS0496
 DS0496                         *CURRENT SURVEY CONTROL
 DS0496  ___________________________________________________________________
 DS0496* NAD 83(1986)-  33 00 42.     (N)    106 25 09.     (W)     SCALED    
 DS0496* NAVD 88     -      1206.032  (meters)    3956.79   (feet)  ADJUSTED  
 DS0496  ___________________________________________________________________
 DS0496  GEOID HEIGHT-         -23.24  (meters)                     GEOID03
 DS0496  DYNAMIC HT  -        1204.285 (meters)    3951.06  (feet)  COMP
 DS0496  MODELED GRAV-     979,148.6   (mgal)                       NAVD 88
 DS0496
 DS0496  VERT ORDER  -  SECOND    CLASS 0
 DS0496
 DS0496.The horizontal coordinates were scaled from a topographic map and have
 DS0496.an estimated accuracy of +/- 6 seconds.
 DS0496
 DS0496.The orthometric height was determined by differential leveling
 DS0496.and adjusted by the National Geodetic Survey in June 1991..
 DS0496
 DS0496.The geoid height was determined by GEOID03.
 DS0496
 DS0496.The dynamic height is computed by dividing the NAVD 88
 DS0496.geopotential number by the normal gravity value computed on the
 DS0496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0496.degrees latitude (g = 980.6199 gals.).
 DS0496
 DS0496.The modeled gravity was interpolated from observed gravity values.
 DS0496
 DS0496;                    North         East    Units  Estimated Accuracy
 DS0496;SPC NM C     -   223,060.      484,190.      MT  (+/- 180 meters Scaled)
 DS0496
 DS0496                          SUPERSEDED SURVEY CONTROL
 DS0496
 DS0496  NGVD 29 (??/??/92) 1205.423  (m)         3954.79   (f) ADJ UNCH    2 0
 DS0496
 DS0496.Superseded values are not recommended for survey control.
 DS0496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0496.See file dsdata.txt to determine how the superseded data were derived.
 DS0496
 DS0496_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS674534(NAD 83)
 DS0496_MARKER: DB = BENCH MARK DISK
 DS0496_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DS0496_SP_SET: 45 FT.
 DS0496_STAMPING: F 330 1966
 DS0496_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DS0496
 DS0496  HISTORY     - Date     Condition        Report By
 DS0496  HISTORY     - 1966     MONUMENTED       CGS
 DS0496
 DS0496                          STATION DESCRIPTION
 DS0496
 DS0496'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 DS0496'12.25 MI S FROM RHODES CANYON RANGE CENTER.
 DS0496'ABOUT 4.0 MILES SOUTHEAST ALONG WHITE SANDS MISSILE RANGE ROUTE 6 FROM
 DS0496'THE HEADQUARTERS BUILDING AT RHODES CANYON RANGE CENTER, THENCE 3.1
 DS0496'MILES SOUTH ALONG WHITE SANDS MISSILE RANGE ROUTE 304, THENCE 5.15
 DS0496'MILES SOUTH ALONG A BLADED DIRT ROAD, IN S 17, T 15 S, R 6 E, 0.25
 DS0496'MILE NORTHWEST OF A ROAD JUNCTION, 4 TELEPHONE POLES SOUTHEAST OF A
 DS0496'DOUBLE POLE, 72 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 11 FEET
 DS0496'SOUTHEAST OF A TELEPHONE POLE AND IN LINE WITH A ROW OF TELEPHONE
 DS0496'POLES, 1.5 FEET NORTHWEST OF A METAL WITNESS POST, ABOUT 3 FEET ABOVE
 DS0496'THE LEVEL OF THE ROAD, AND ON THE TOP OF A 5/8-INCH COPPER COATED ROD
 DS0496'THAT IS DRIVEN TO A DEPTH OF 45 FEET AND IS ENCASED IN A 5-INCH CAST
 DS0496'INRON PIPE PROJECTING 10 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0475 ***********************************************************************
 DS0475  DESIGNATION -  F 331
 DS0475  PID         -  DS0475
 DS0475  STATE/COUNTY-  NM/OTERO
 DS0475  USGS QUAD   -  LUMLEY LAKE NE (1982)
 DS0475
 DS0475                         *CURRENT SURVEY CONTROL
 DS0475  ___________________________________________________________________
 DS0475* NAD 83(1986)-  33 09 05.     (N)    106 16 35.     (W)     SCALED    
 DS0475* NAVD 88     -      1233.478  (meters)    4046.84   (feet)  ADJUSTED  
 DS0475  ___________________________________________________________________
 DS0475  GEOID HEIGHT-         -22.91  (meters)                     GEOID03
 DS0475  DYNAMIC HT  -        1231.705 (meters)    4041.02  (feet)  COMP
 DS0475  MODELED GRAV-     979,157.8   (mgal)                       NAVD 88
 DS0475
 DS0475  VERT ORDER  -  SECOND    CLASS 0
 DS0475
 DS0475.The horizontal coordinates were scaled from a topographic map and have
 DS0475.an estimated accuracy of +/- 6 seconds.
 DS0475
 DS0475.The orthometric height was determined by differential leveling
 DS0475.and adjusted by the National Geodetic Survey in June 1991..
 DS0475
 DS0475.The geoid height was determined by GEOID03.
 DS0475
 DS0475.The dynamic height is computed by dividing the NAVD 88
 DS0475.geopotential number by the normal gravity value computed on the
 DS0475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0475.degrees latitude (g = 980.6199 gals.).
 DS0475
 DS0475.The modeled gravity was interpolated from observed gravity values.
 DS0475
 DS0475;                    North         East    Units  Estimated Accuracy
 DS0475;SPC NM C     -   238,540.      497,540.      MT  (+/- 180 meters Scaled)
 DS0475
 DS0475                          SUPERSEDED SURVEY CONTROL
 DS0475
 DS0475  NGVD 29 (??/??/92) 1232.865  (m)         4044.82   (f) ADJ UNCH    2 0
 DS0475
 DS0475.Superseded values are not recommended for survey control.
 DS0475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0475.See file dsdata.txt to determine how the superseded data were derived.
 DS0475
 DS0475_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS809687(NAD 83)
 DS0475_MARKER: DB = BENCH MARK DISK
 DS0475_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0475_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0475_STAMPING: F 331 1966
 DS0475_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0475+STABILITY: SURFACE MOTION
 DS0475
 DS0475  HISTORY     - Date     Condition        Report By
 DS0475  HISTORY     - 1966     MONUMENTED       CGS
 DS0475
 DS0475                          STATION DESCRIPTION
 DS0475
 DS0475'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 DS0475'14.25 MI NE FROM RHODES CANYON RANGE CENTER.
 DS0475'ABOUT 11.4 MILES EAST ALONG WHITE SANDS MISSILE RANGE ROUTE 6 FROM THE
 DS0475'HEADQUARTERS BUILDING AT RHODES CANYON RANGE CENTER, THENCE 2.85 MILES
 DS0475'NORTH ALONG WHITE SANDS MISSILE RANGE ROUTE 17, 0.3 MILE SOUTH OF A
 DS0475'CURVE IN THE ROAD, 58 FEET WEST OF THE CENTER LINE OF THE ROAD, 2.0
 DS0475'FEET WEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET
 DS0475'IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES.  S 27, T 13 S, R 7
 DS0475'E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0483 ***********************************************************************
 CX0483  DESIGNATION -  F 332
 CX0483  PID         -  CX0483
 CX0483  STATE/COUNTY-  NM/OTERO
 CX0483  USGS QUAD   -  ELEPHANT MOUNTAIN (1955)
 CX0483
 CX0483                         *CURRENT SURVEY CONTROL
 CX0483  ___________________________________________________________________
 CX0483* NAD 83(1986)-  32 24 17.     (N)    106 09 06.     (W)     SCALED    
 CX0483* NAVD 88     -      1281.210  (meters)    4203.44   (feet)  ADJUSTED  
 CX0483  ___________________________________________________________________
 CX0483  GEOID HEIGHT-         -23.18  (meters)                     GEOID03
 CX0483  DYNAMIC HT  -        1279.316 (meters)    4197.22  (feet)  COMP
 CX0483  MODELED GRAV-     979,116.1   (mgal)                       NAVD 88
 CX0483
 CX0483  VERT ORDER  -  FIRST     CLASS II
 CX0483
 CX0483.The horizontal coordinates were scaled from a topographic map and have
 CX0483.an estimated accuracy of +/- 6 seconds.
 CX0483
 CX0483.The orthometric height was determined by differential leveling
 CX0483.and adjusted by the National Geodetic Survey in June 1991..
 CX0483
 CX0483.The geoid height was determined by GEOID03.
 CX0483
 CX0483.The dynamic height is computed by dividing the NAVD 88
 CX0483.geopotential number by the normal gravity value computed on the
 CX0483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0483.degrees latitude (g = 980.6199 gals.).
 CX0483
 CX0483.The modeled gravity was interpolated from observed gravity values.
 CX0483
 CX0483;                    North         East    Units  Estimated Accuracy
 CX0483;SPC NM C     -   155,750.      509,250.      MT  (+/- 180 meters Scaled)
 CX0483
 CX0483                          SUPERSEDED SURVEY CONTROL
 CX0483
 CX0483  NGVD 29 (??/??/92) 1280.628  (m)         4201.53   (f) ADJ UNCH    1 2
 CX0483
 CX0483.Superseded values are not recommended for survey control.
 CX0483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0483.See file dsdata.txt to determine how the superseded data were derived.
 CX0483
 CX0483_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR916858(NAD 83)
 CX0483_MARKER: DB = BENCH MARK DISK
 CX0483_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CX0483_SP_SET: CULVERT
 CX0483_STAMPING: F 332 1966
 CX0483_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX0483
 CX0483  HISTORY     - Date     Condition        Report By
 CX0483  HISTORY     - 1966     MONUMENTED       CGS
 CX0483
 CX0483                          STATION DESCRIPTION
 CX0483
 CX0483'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 CX0483'4.95 MI W FROM OROGRANDE.
 CX0483'ABOUT 0.6 MILE SOUTH ALONG THE SOUTHERN PACIFIC RAILROAD STATION AT
 CX0483'OROGRANDE, THENCE 4.35 MILES NORTHWEST ALONG A PAVED ROAD, IN S 8, T
 CX0483'22 S, R 8 E, 103 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 165
 CX0483'FEET SOUTHEAST OF THE EAST CORNER OF GUARD HOUSE 24720, 33 FEET
 CX0483'NORTHEAST OF THE CENTER LINE OF A PAVED ROAD LEADING TO ASTRODOME S
 CX0483'24805, 16 FEET SOUTHEAST OF THE CENTER LINE OF A GRAVELED ROAD, SET IN
 CX0483'THE TOP OF THE SOUTHWEST END OF THE SOUTHEAST CONCRETE HEAD WALL OF A
 CX0483'CULVERT, AND ABOUT 2 1/2 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0721 ***********************************************************************
 DS0721  DESIGNATION -  F 333
 DS0721  PID         -  DS0721
 DS0721  STATE/COUNTY-  NM/SOCORRO
 DS0721  USGS QUAD   -  GREENS BABER WELL (1981)
 DS0721
 DS0721                         *CURRENT SURVEY CONTROL
 DS0721  ___________________________________________________________________
 DS0721* NAD 83(1986)-  33 38 41.     (N)    106 34 18.     (W)     SCALED    
 DS0721* NAVD 88     -      1430.643  (meters)    4693.70   (feet)  ADJUSTED  
 DS0721  ___________________________________________________________________
 DS0721  GEOID HEIGHT-         -22.40  (meters)                     GEOID03
 DS0721  DYNAMIC HT  -        1428.572 (meters)    4686.91  (feet)  COMP
 DS0721  MODELED GRAV-     979,139.8   (mgal)                       NAVD 88
 DS0721
 DS0721  VERT ORDER  -  SECOND    CLASS 0
 DS0721
 DS0721.The horizontal coordinates were scaled from a topographic map and have
 DS0721.an estimated accuracy of +/- 6 seconds.
 DS0721
 DS0721.The orthometric height was determined by differential leveling
 DS0721.and adjusted by the National Geodetic Survey in June 1991..
 DS0721
 DS0721.The geoid height was determined by GEOID03.
 DS0721
 DS0721.The dynamic height is computed by dividing the NAVD 88
 DS0721.geopotential number by the normal gravity value computed on the
 DS0721.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0721.degrees latitude (g = 980.6199 gals.).
 DS0721
 DS0721.The modeled gravity was interpolated from observed gravity values.
 DS0721
 DS0721;                    North         East    Units  Estimated Accuracy
 DS0721;SPC NM C     -   293,300.      470,160.      MT  (+/- 180 meters Scaled)
 DS0721
 DS0721                          SUPERSEDED SURVEY CONTROL
 DS0721
 DS0721  NGVD 29 (??/??/92) 1429.959  (m)         4691.46   (f) ADJ UNCH    2 0
 DS0721
 DS0721.Superseded values are not recommended for survey control.
 DS0721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0721.See file dsdata.txt to determine how the superseded data were derived.
 DS0721
 DS0721_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT542238(NAD 83)
 DS0721_MARKER: DB = BENCH MARK DISK
 DS0721_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0721_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0721_STAMPING: F 333 1966
 DS0721_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0721+STABILITY: SURFACE MOTION
 DS0721
 DS0721  HISTORY     - Date     Condition        Report By
 DS0721  HISTORY     - 1966     MONUMENTED       CGS
 DS0721
 DS0721                          STATION DESCRIPTION
 DS0721
 DS0721'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 DS0721'15.2 MI SE FROM STALLION RANGE CENTER.
 DS0721'ABOUT 13.2 MILES SOUTHEAST ALONG WHITE SANDS MISSILE RANGE ROUTE 7
 DS0721'FROM THE HEADQUARTERS BUILDING AT STALLION RANGE CENTER, THENCE 2.0
 DS0721'MILES SOUTHWEST ALONG WHITE SANDS MISSILE RANGE ROUTE 20, 0.2 MILE
 DS0721'SOUTHWEST OF A CAMERA POINT, 69 FEET NORTHWEST OF THE CENTER LINE OF
 DS0721'THE ROAD, 1.4 FEET NORTHWEST OF A METAL WITNESS POST, ABOUT 1 FOOT
 DS0721'ABOVE THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 DS0721'WHICH PROJECTS 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0507 ***********************************************************************
 CX0507  DESIGNATION -  F 334
 CX0507  PID         -  CX0507
 CX0507  STATE/COUNTY-  NM/OTERO
 CX0507  USGS QUAD   -  NEWMAN (1955)
 CX0507
 CX0507                         *CURRENT SURVEY CONTROL
 CX0507  ___________________________________________________________________
 CX0507* NAD 83(1986)-  32 05 53.     (N)    106 18 57.     (W)     SCALED    
 CX0507* NAVD 88     -      1218.280  (meters)    3996.97   (feet)  ADJUSTED  
 CX0507  ___________________________________________________________________
 CX0507  GEOID HEIGHT-         -23.80  (meters)                     GEOID03
 CX0507  DYNAMIC HT  -        1216.438 (meters)    3990.93  (feet)  COMP
 CX0507  MODELED GRAV-     979,085.8   (mgal)                       NAVD 88
 CX0507
 CX0507  VERT ORDER  -  FIRST     CLASS II
 CX0507
 CX0507.The horizontal coordinates were scaled from a topographic map and have
 CX0507.an estimated accuracy of +/- 6 seconds.
 CX0507
 CX0507.The orthometric height was determined by differential leveling
 CX0507.and adjusted by the National Geodetic Survey in June 1991..
 CX0507
 CX0507.The geoid height was determined by GEOID03.
 CX0507
 CX0507.The dynamic height is computed by dividing the NAVD 88
 CX0507.geopotential number by the normal gravity value computed on the
 CX0507.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0507.degrees latitude (g = 980.6199 gals.).
 CX0507
 CX0507.The modeled gravity was interpolated from observed gravity values.
 CX0507
 CX0507;                    North         East    Units  Estimated Accuracy
 CX0507;SPC NM C     -   121,740.      493,790.      MT  (+/- 180 meters Scaled)
 CX0507
 CX0507                          SUPERSEDED SURVEY CONTROL
 CX0507
 CX0507  NGVD 29 (??/??/92) 1217.669  (m)         3994.97   (f) ADJ UNCH    1 2
 CX0507
 CX0507.Superseded values are not recommended for survey control.
 CX0507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0507.See file dsdata.txt to determine how the superseded data were derived.
 CX0507
 CX0507_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR758520(NAD 83)
 CX0507_MARKER: DB = BENCH MARK DISK
 CX0507_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX0507_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CX0507_STAMPING: F 334 1966
 CX0507_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX0507+STABILITY: SURFACE MOTION
 CX0507
 CX0507  HISTORY     - Date     Condition        Report By
 CX0507  HISTORY     - 1966     MONUMENTED       CGS
 CX0507  HISTORY     - 1967     GOOD             NGS
 CX0507
 CX0507                          STATION DESCRIPTION
 CX0507
 CX0507'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 CX0507'8.75 MI NW FROM NEWMAN, TEXAS.
 CX0507'ABOUT 5.95 MILES NORTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 CX0507'THE POST OFFICE AT NEWMAN, THENCE 2.8 MILES WEST ALONG STATE HIGHWAY
 CX0507'404, 89 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 2 1/2 FEET WEST
 CX0507'OF A TELEPHONE POLE, IN LINE WITH A ROW OF TELEPHONE POLES, 1.3 FEET
 CX0507'EAST OF A METAL WITNESS POST, ABOUT 1/2 FOOT BELOW THE LEVEL OF THE
 CX0507'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0739 ***********************************************************************
 CX0739  DESIGNATION -  F 335
 CX0739  PID         -  CX0739
 CX0739  STATE/COUNTY-  NM/DONA ANA
 CX0739  USGS QUAD   -  ANTHONY (1955)
 CX0739
 CX0739                         *CURRENT SURVEY CONTROL
 CX0739  ___________________________________________________________________
 CX0739* NAD 83(1986)-  32 01 22.     (N)    106 34 41.     (W)     SCALED    
 CX0739* NAVD 88     -      1213.225  (meters)    3980.39   (feet)  ADJUSTED  
 CX0739  ___________________________________________________________________
 CX0739  GEOID HEIGHT-         -23.83  (meters)                     GEOID03
 CX0739  DYNAMIC HT  -        1211.430 (meters)    3974.50  (feet)  COMP
 CX0739  MODELED GRAV-     979,117.8   (mgal)                       NAVD 88
 CX0739
 CX0739  VERT ORDER  -  FIRST     CLASS II
 CX0739
 CX0739.The horizontal coordinates were scaled from a topographic map and have
 CX0739.an estimated accuracy of +/- 6 seconds.
 CX0739
 CX0739.The orthometric height was determined by differential leveling
 CX0739.and adjusted by the National Geodetic Survey in June 1991..
 CX0739
 CX0739.The geoid height was determined by GEOID03.
 CX0739
 CX0739.The dynamic height is computed by dividing the NAVD 88
 CX0739.geopotential number by the normal gravity value computed on the
 CX0739.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0739.degrees latitude (g = 980.6199 gals.).
 CX0739
 CX0739.The modeled gravity was interpolated from observed gravity values.
 CX0739
 CX0739;                    North         East    Units  Estimated Accuracy
 CX0739;SPC NM C     -   113,440.      469,010.      MT  (+/- 180 meters Scaled)
 CX0739
 CX0739                          SUPERSEDED SURVEY CONTROL
 CX0739
 CX0739  NGVD 29 (??/??/92) 1212.702  (m)         3978.67   (f) ADJ UNCH    1 2
 CX0739
 CX0739.Superseded values are not recommended for survey control.
 CX0739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0739.See file dsdata.txt to determine how the superseded data were derived.
 CX0739
 CX0739_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR509440(NAD 83)
 CX0739_MARKER: DB = BENCH MARK DISK
 CX0739_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX0739_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CX0739_STAMPING: F 335 1966
 CX0739_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX0739+STABILITY: SURFACE MOTION
 CX0739
 CX0739  HISTORY     - Date     Condition        Report By
 CX0739  HISTORY     - 1966     MONUMENTED       CGS
 CX0739  HISTORY     - 1967     GOOD             NGS
 CX0739
 CX0739                          STATION DESCRIPTION
 CX0739
 CX0739'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 CX0739'4.2 MI NE FROM ANTHONY, TEXAS.
 CX0739'ABOUT 2.0 MILES NORTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 CX0739'RAILWAY FROM THE STATION AT ANTHONY, THENCE 2.2 MILES EAST ALONG STATE
 CX0739'HIGHWAY 404 WHICH IS OHARA ROAD, IN S 30, T 26 S, R 4 E, 72 FEET NORTH
 CX0739'OF THE CENTER LINE OF THE HIGHWAY, 72 FEET SOUTHEAST OF THE SOUTHEAST
 CX0739'CORNER OF A NATURAL GAS BURNER FOR A PIPE LINE, 22 FEET EAST OF THE
 CX0739'CENTER LINE OF A TRACK ROAD, 2 1/2 FEET SOUTH OF A FENCE, 1.6 FEET
 CX0739'NORTH OF A METAL WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE
 CX0739'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0426 ***********************************************************************
 CX0426  DESIGNATION -  F 336
 CX0426  PID         -  CX0426
 CX0426  STATE/COUNTY-  NM/DONA ANA
 CX0426  USGS QUAD   -  DAVIES TANK (1994)
 CX0426
 CX0426                         *CURRENT SURVEY CONTROL
 CX0426  ___________________________________________________________________
 CX0426* NAD 83(1986)-  32 20 22.     (N)    106 25 17.     (W)     SCALED    
 CX0426* NAVD 88     -      1203.436  (meters)    3948.27   (feet)  ADJUSTED  
 CX0426  ___________________________________________________________________
 CX0426  GEOID HEIGHT-         -23.74  (meters)                     GEOID03
 CX0426  DYNAMIC HT  -        1201.624 (meters)    3942.33  (feet)  COMP
 CX0426  MODELED GRAV-     979,092.1   (mgal)                       NAVD 88
 CX0426
 CX0426  VERT ORDER  -  FIRST     CLASS II
 CX0426
 CX0426.The horizontal coordinates were scaled from a topographic map and have
 CX0426.an estimated accuracy of +/- 6 seconds.
 CX0426
 CX0426.The orthometric height was determined by differential leveling
 CX0426.and adjusted by the National Geodetic Survey in June 1991..
 CX0426
 CX0426.The geoid height was determined by GEOID03.
 CX0426
 CX0426.The dynamic height is computed by dividing the NAVD 88
 CX0426.geopotential number by the normal gravity value computed on the
 CX0426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0426.degrees latitude (g = 980.6199 gals.).
 CX0426
 CX0426.The modeled gravity was interpolated from observed gravity values.
 CX0426
 CX0426;                    North         East    Units  Estimated Accuracy
 CX0426;SPC NM C     -   148,520.      483,870.      MT  (+/- 180 meters Scaled)
 CX0426
 CX0426                          SUPERSEDED SURVEY CONTROL
 CX0426
 CX0426  NGVD 29 (??/??/92) 1202.839  (m)         3946.31   (f) ADJ UNCH    1 2
 CX0426
 CX0426.Superseded values are not recommended for survey control.
 CX0426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0426.See file dsdata.txt to determine how the superseded data were derived.
 CX0426
 CX0426_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR662789(NAD 83)
 CX0426_MARKER: DB = BENCH MARK DISK
 CX0426_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CX0426_SP_SET: CULVERT
 CX0426_STAMPING: F 336 1966
 CX0426_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX0426
 CX0426  HISTORY     - Date     Condition        Report By
 CX0426  HISTORY     - 1966     MONUMENTED       CGS
 CX0426  HISTORY     - 1967     GOOD             NGS
 CX0426
 CX0426                          STATION DESCRIPTION
 CX0426
 CX0426'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 CX0426'4.9 MI SE FROM W S M R HEADQUARTERS.
 CX0426'ABOUT 4.9 MILES SOUTHEAST ALONG WAR HIGHWAY 11 FROM THE WHITE SANDS
 CX0426'MISSILE RANGE HEADQUARTERS BUILDING, IN S 3, T 23 S, R 5 E, 1.2 MILES
 CX0426'SOUTHEAST OF GUARD HOUSE 21205, ON THE INSIDE OF A LONG CURVE IN THE
 CX0426'HIGHWAY, 34 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, SET IN
 CX0426'THE TOP OF THE NORTHWEST END OF THE SOUTHWEST CONCRETE HEAD WALL OF A
 CX0426'CONCRETE CULVERT, AND ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0186 ***********************************************************************
 CX0186  DESIGNATION -  F 337
 CX0186  PID         -  CX0186
 CX0186  STATE/COUNTY-  NM/DONA ANA
 CX0186  USGS QUAD   -  BENNETT MOUNTAIN (1981)
 CX0186
 CX0186                         *CURRENT SURVEY CONTROL
 CX0186  ___________________________________________________________________
 CX0186* NAD 83(1986)-  32 33 11.     (N)    106 25 42.     (W)     SCALED    
 CX0186* NAVD 88     -      1235.233  (meters)    4052.59   (feet)  ADJUSTED  
 CX0186  ___________________________________________________________________
 CX0186  GEOID HEIGHT-         -23.33  (meters)                     GEOID03
 CX0186  DYNAMIC HT  -        1233.417 (meters)    4046.64  (feet)  COMP
 CX0186  MODELED GRAV-     979,126.1   (mgal)                       NAVD 88
 CX0186
 CX0186  VERT ORDER  -  SECOND    CLASS 0
 CX0186
 CX0186.The horizontal coordinates were scaled from a topographic map and have
 CX0186.an estimated accuracy of +/- 6 seconds.
 CX0186
 CX0186.The orthometric height was determined by differential leveling
 CX0186.and adjusted by the National Geodetic Survey in June 1991..
 CX0186
 CX0186.The geoid height was determined by GEOID03.
 CX0186
 CX0186.The dynamic height is computed by dividing the NAVD 88
 CX0186.geopotential number by the normal gravity value computed on the
 CX0186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0186.degrees latitude (g = 980.6199 gals.).
 CX0186
 CX0186.The modeled gravity was interpolated from observed gravity values.
 CX0186
 CX0186;                    North         East    Units  Estimated Accuracy
 CX0186;SPC NM C     -   172,200.      483,250.      MT  (+/- 180 meters Scaled)
 CX0186
 CX0186                          SUPERSEDED SURVEY CONTROL
 CX0186
 CX0186  NGVD 29 (??/??/92) 1234.656  (m)         4050.70   (f) ADJ UNCH    2 0
 CX0186
 CX0186.Superseded values are not recommended for survey control.
 CX0186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0186.See file dsdata.txt to determine how the superseded data were derived.
 CX0186
 CX0186_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS658026(NAD 83)
 CX0186_MARKER: DB = BENCH MARK DISK
 CX0186_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CX0186_SP_SET: CULVERT
 CX0186_STAMPING: F 337 1968
 CX0186_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX0186
 CX0186  HISTORY     - Date     Condition        Report By
 CX0186  HISTORY     - 1968     MONUMENTED       CGS
 CX0186
 CX0186                          STATION DESCRIPTION
 CX0186
 CX0186'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 CX0186'13 MI N FROM WHITE SANDS MISSILE RANGE HDQ.
 CX0186'4.2 MILES NORTH ALONG MAIN ACCESS ROAD FROM THE WHITE SANDS MISSILE
 CX0186'RANGE HEADQUARTERS, THENCE 4.6 MILES NORTHEAST ALONG U.S. HIGHWAY 70,
 CX0186'THENCE 6.6 MILES NORTHWEST AND NORTH ALONG WSMR ROUTE 7.  IT IS
 CX0186'CEMENTED IN A DRILLHOLE IN THE TOP OF THE NORTH END OF THE EAST
 CX0186'HEADWALL OF A DOUBLE BOX CULVERT, 20 FEET EAST OF THE CENTERLINE OF
 CX0186'THE ROAD, 1 FOOT SOUTH OF THE NORTH EDGE OF THE EAST HEADWALL AND
 CX0186'ABOUT THE SAME ELEVATION AS THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0547 ***********************************************************************
 CX0547  DESIGNATION -  F 338
 CX0547  PID         -  CX0547
 CX0547  STATE/COUNTY-  NM/OTERO
 CX0547  USGS QUAD   -  WHITE SANDS SE (1994)
 CX0547
 CX0547                         *CURRENT SURVEY CONTROL
 CX0547  ___________________________________________________________________
 CX0547* NAD 83(1986)-  32 17 50.     (N)    106 18 12.     (W)     SCALED    
 CX0547* NAVD 88     -      1238.555  (meters)    4063.49   (feet)  ADJUSTED  
 CX0547  ___________________________________________________________________
 CX0547  GEOID HEIGHT-         -23.70  (meters)                     GEOID03
 CX0547  DYNAMIC HT  -        1236.697 (meters)    4057.40  (feet)  COMP
 CX0547  MODELED GRAV-     979,096.5   (mgal)                       NAVD 88
 CX0547
 CX0547  VERT ORDER  -  SECOND    CLASS 0
 CX0547
 CX0547.The horizontal coordinates were scaled from a topographic map and have
 CX0547.an estimated accuracy of +/- 6 seconds.
 CX0547
 CX0547.The orthometric height was determined by differential leveling
 CX0547.and adjusted by the National Geodetic Survey in June 1991..
 CX0547
 CX0547.The geoid height was determined by GEOID03.
 CX0547
 CX0547.The dynamic height is computed by dividing the NAVD 88
 CX0547.geopotential number by the normal gravity value computed on the
 CX0547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0547.degrees latitude (g = 980.6199 gals.).
 CX0547
 CX0547.The modeled gravity was interpolated from observed gravity values.
 CX0547
 CX0547;                    North         East    Units  Estimated Accuracy
 CX0547;SPC NM C     -   143,820.      494,980.      MT  (+/- 180 meters Scaled)
 CX0547
 CX0547                          SUPERSEDED SURVEY CONTROL
 CX0547
 CX0547  NGVD 29 (??/??/92) 1237.961  (m)         4061.54   (f) ADJ UNCH    2 0
 CX0547
 CX0547.Superseded values are not recommended for survey control.
 CX0547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0547.See file dsdata.txt to determine how the superseded data were derived.
 CX0547
 CX0547_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR772741(NAD 83)
 CX0547_MARKER: DB = BENCH MARK DISK
 CX0547_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CX0547_SP_SET: MONUMENT
 CX0547_STAMPING: F 338 1969
 CX0547_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX0547
 CX0547  HISTORY     - Date     Condition        Report By
 CX0547  HISTORY     - 1969     MONUMENTED       CGS
 CX0547
 CX0547                          STATION DESCRIPTION
 CX0547
 CX0547'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CX0547'12.5 MI SE FROM WHITE SANDS MISSILE RANGE HDQ.
 CX0547'8.7 MILES SOUTH ALONG WAR HIGHWAY 11 FROM WHITE SANDS MISSILE RANGE
 CX0547'HEADQUARTERS.  THENCE EAST 0.7 MILE ALONG A DIRT ROAD.  THENCE LEFT
 CX0547'FORK EAST NORTHEAST 5.2 MILES ALONG A DIRT ROAD.  IT IS 54.0 FEET
 CX0547'NORTH OF THE CENTERLINE OF THE ROAD, 3.5 FEET SOUTH OF A METAL WITNESS
 CX0547'SIGN AND SET IN THE TOP OF A 12-INCH IN DIAMETER CONCRETE MONUMENT
 CX0547'THAT PROJECTS ABOUT 6-INCHES ABOVE THE GROUND AND IS ABOUT 3 FEET
 CX0547'ABOVE ROAD ELEVATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0090 ***********************************************************************
 CW0090  DESIGNATION -  F 34
 CW0090  PID         -  CW0090
 CW0090  STATE/COUNTY-  NM/EDDY
 CW0090  USGS QUAD   -  RED LAKE (1975)
 CW0090
 CW0090                         *CURRENT SURVEY CONTROL
 CW0090  ___________________________________________________________________
 CW0090* NAD 83(1986)-  32 47 09.     (N)    104 09 36.     (W)     SCALED    
 CW0090* NAVD 88     -      1120.761  (meters)    3677.03   (feet)  ADJUSTED  
 CW0090  ___________________________________________________________________
 CW0090  GEOID HEIGHT-         -23.06  (meters)                     GEOID03
 CW0090  DYNAMIC HT  -        1119.209 (meters)    3671.94  (feet)  COMP
 CW0090  MODELED GRAV-     979,214.5   (mgal)                       NAVD 88
 CW0090
 CW0090  VERT ORDER  -  FIRST     CLASS II
 CW0090
 CW0090.The horizontal coordinates were scaled from a topographic map and have
 CW0090.an estimated accuracy of +/- 6 seconds.
 CW0090
 CW0090.The orthometric height was determined by differential leveling
 CW0090.and adjusted by the National Geodetic Survey in June 1991..
 CW0090
 CW0090.The geoid height was determined by GEOID03.
 CW0090
 CW0090.The dynamic height is computed by dividing the NAVD 88
 CW0090.geopotential number by the normal gravity value computed on the
 CW0090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0090.degrees latitude (g = 980.6199 gals.).
 CW0090
 CW0090.The modeled gravity was interpolated from observed gravity values.
 CW0090
 CW0090;                    North         East    Units  Estimated Accuracy
 CW0090;SPC NM E     -   198,020.      181,240.      MT  (+/- 180 meters Scaled)
 CW0090
 CW0090                          SUPERSEDED SURVEY CONTROL
 CW0090
 CW0090  NGVD 29 (??/??/92) 1120.287  (m)         3675.47   (f) ADJ UNCH    1 2
 CW0090
 CW0090.Superseded values are not recommended for survey control.
 CW0090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0090.See file dsdata.txt to determine how the superseded data were derived.
 CW0090
 CW0090_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES786278(NAD 83)
 CW0090_MARKER: DB = BENCH MARK DISK
 CW0090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CW0090_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CW0090_STAMPING: F 34 1933
 CW0090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CW0090+STABILITY: SURFACE MOTION
 CW0090
 CW0090  HISTORY     - Date     Condition        Report By
 CW0090  HISTORY     - 1933     MONUMENTED       CGS
 CW0090  HISTORY     - 1941     GOOD             NGS
 CW0090  HISTORY     - 1966     GOOD             USGS
 CW0090
 CW0090                          STATION DESCRIPTION
 CW0090
 CW0090'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 CW0090'15.1 MI E FROM ARTESIA.
 CW0090'TO REACH BENCH MARK FROM THE RAILROAD STATION IN ARTESIA, PROCEED EAST
 CW0090'ON STATE HIGHWAY NO. 83, GO 13.0 MILES TO CROSS ROAD.  THENCE, TURN
 CW0090'RIGHT (SOUTH), GO 0.6 MILES TO THE OLD HIGHWAY.  THENCE, TURN LEFT
 CW0090'(EAST), ONTO OLD HIGHWAY, GO 1.5 MILES TO SITE OF BENCH MARK. BENCH
 CW0090'MARK IS 0.6 MILES SOUTH OF STATE HIGHWAY NO. 83.  1.3 MILES EAST OF A
 CW0090'SMALL HOUSE ABOUT 360 FEET SOUTHWEST OF A ROAD INTERSECTION. ABOUT 145
 CW0090'FEET SOUTH OF AND ABOUT THE SAME ELEVATION AS THE CENTER LINE OF THE
 CW0090'OLD HIGHWAY.  90 FEET NORTHWEST OF A ROAD LEADING SOUTHWEST. 3 FEET
 CW0090'WEST OF A 4 X 4 INCH WOODEN MARKER POST, AND AT THE EAST END OF A
 CW0090'CURVE IN THE OLD HIGHWAY.  STANDARD TABLET SET HORIZONTALLY IN
 CW0090'CONCRETE POST.
 CW0090
 CW0090                          STATION RECOVERY (1966)
 CW0090
 CW0090'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 CW0090'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0701 ***********************************************************************
 DR0701  DESIGNATION -  F 340
 DR0701  PID         -  DR0701
 DR0701  STATE/COUNTY-  NM/LINCOLN
 DR0701  USGS QUAD   -  CARRIZOZO WEST (1982)
 DR0701
 DR0701                         *CURRENT SURVEY CONTROL
 DR0701  ___________________________________________________________________
 DR0701* NAD 83(1986)-  33 42 51.     (N)    105 57 05.     (W)     SCALED    
 DR0701* NAVD 88     -      1622.996  (meters)    5324.78   (feet)  ADJUSTED  
 DR0701  ___________________________________________________________________
 DR0701  GEOID HEIGHT-         -20.57  (meters)                     GEOID03
 DR0701  DYNAMIC HT  -        1620.667 (meters)    5317.14  (feet)  COMP
 DR0701  MODELED GRAV-     979,143.8   (mgal)                       NAVD 88
 DR0701
 DR0701  VERT ORDER  -  FIRST     CLASS II
 DR0701
 DR0701.The horizontal coordinates were scaled from a topographic map and have
 DR0701.an estimated accuracy of +/- 6 seconds.
 DR0701
 DR0701.The orthometric height was determined by differential leveling
 DR0701.and adjusted by the National Geodetic Survey in June 1991..
 DR0701
 DR0701.The geoid height was determined by GEOID03.
 DR0701
 DR0701.The dynamic height is computed by dividing the NAVD 88
 DR0701.geopotential number by the normal gravity value computed on the
 DR0701.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0701.degrees latitude (g = 980.6199 gals.).
 DR0701
 DR0701.The modeled gravity was interpolated from observed gravity values.
 DR0701
 DR0701;                    North         East    Units  Estimated Accuracy
 DR0701;SPC NM C     -   300,990.      527,680.      MT  (+/- 180 meters Scaled)
 DR0701
 DR0701                          SUPERSEDED SURVEY CONTROL
 DR0701
 DR0701  NGVD 29 (??/??/92) 1622.322  (m)         5322.57   (f) ADJ UNCH    1 2
 DR0701
 DR0701.Superseded values are not recommended for survey control.
 DR0701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0701.See file dsdata.txt to determine how the superseded data were derived.
 DR0701
 DR0701_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDT118308(NAD 83)
 DR0701_MARKER: DB = BENCH MARK DISK
 DR0701_SETTING: 66 = SET IN ROCK OUTCROP
 DR0701_SP_SET: LAVA FLOW
 DR0701_STAMPING: F 340 1969
 DR0701_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DR0701+STABILITY: POSITION/ELEVATION WELL
 DR0701
 DR0701  HISTORY     - Date     Condition        Report By
 DR0701  HISTORY     - 1969     MONUMENTED       CGS
 DR0701
 DR0701                          STATION DESCRIPTION
 DR0701
 DR0701'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 DR0701'7.2 MI NW FROM CARRIZOZO.
 DR0701'ABOUT 0.45 MILE NORTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 DR0701'THE STATION AT CARRIZOZO, THENCE 6.75 MILES NORTHWEST ALONG U.S.
 DR0701'HIGHWAY 380, IN SECTION 12, T 7 S, R 9 E, 0.15 MILE EAST OF THE WEST
 DR0701'EDGE OF A LAVA FLOW, 108 FEET SOUTHWEST OF THE CENTER LINE OF THE
 DR0701'HIGHWAY, SET IN THE TOP OF A LARGE SMOOTH PORTION OF THE LAVA FLOW,
 DR0701'121 FEET SOUTH OF THE CENTER OF THE INTERSECTION OF THE HIGHWAY AND A
 DR0701'TRACK ROAD, 24 FEET WEST OF THE CENTER LINE OF THE ROAD, 1.6 FEET
 DR0701'SOUTHWEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE TRACK ROAD,
 DR0701'AND ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0153 ***********************************************************************
 DS0153  DESIGNATION -  F 341
 DS0153  PID         -  DS0153
 DS0153  STATE/COUNTY-  NM/LINCOLN
 DS0153  USGS QUAD   -  BULL GAP SW (1981)
 DS0153
 DS0153                         *CURRENT SURVEY CONTROL
 DS0153  ___________________________________________________________________
 DS0153* NAD 83(1986)-  33 35 34.     (N)    106 09 31.     (W)     SCALED    
 DS0153* NAVD 88     -      1483.288  (meters)    4866.42   (feet)  ADJUSTED  
 DS0153  ___________________________________________________________________
 DS0153  GEOID HEIGHT-         -21.39  (meters)                     GEOID03
 DS0153  DYNAMIC HT  -        1481.158 (meters)    4859.43  (feet)  COMP
 DS0153  MODELED GRAV-     979,148.9   (mgal)                       NAVD 88
 DS0153
 DS0153  VERT ORDER  -  SECOND    CLASS 0
 DS0153
 DS0153.The horizontal coordinates were scaled from a topographic map and have
 DS0153.an estimated accuracy of +/- 6 seconds.
 DS0153
 DS0153.The orthometric height was determined by differential leveling
 DS0153.and adjusted by the National Geodetic Survey in June 1991..
 DS0153
 DS0153.The geoid height was determined by GEOID03.
 DS0153
 DS0153.The dynamic height is computed by dividing the NAVD 88
 DS0153.geopotential number by the normal gravity value computed on the
 DS0153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0153.degrees latitude (g = 980.6199 gals.).
 DS0153
 DS0153.The modeled gravity was interpolated from observed gravity values.
 DS0153
 DS0153;                    North         East    Units  Estimated Accuracy
 DS0153;SPC NM C     -   287,490.      508,480.      MT  (+/- 180 meters Scaled)
 DS0153
 DS0153                          SUPERSEDED SURVEY CONTROL
 DS0153
 DS0153  NGVD 29 (??/??/92) 1482.617  (m)         4864.22   (f) ADJ UNCH    2 0
 DS0153
 DS0153.Superseded values are not recommended for survey control.
 DS0153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0153.See file dsdata.txt to determine how the superseded data were derived.
 DS0153
 DS0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT924176(NAD 83)
 DS0153_MARKER: DB = BENCH MARK DISK
 DS0153_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DS0153_SP_SET: 13 FT
 DS0153_STAMPING: F 341 1969
 DS0153_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DS0153
 DS0153  HISTORY     - Date     Condition        Report By
 DS0153  HISTORY     - 1969     MONUMENTED       CGS
 DS0153
 DS0153                          STATION DESCRIPTION
 DS0153
 DS0153'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 DS0153'12.55 MI NW FROM OSCURO.
 DS0153'ABOUT 7.05 MILES NORTHWEST ALONG WHITE SANDS MISSILE RANGE ROUTE 12
 DS0153'FROM THE STORE AT OSCURO, THENCE 5.5 MILES NORTH ALONG WHITE SANDS
 DS0153'MISSILE RANGE ROUTE 11, IN SECTION 25, T 8 S, R 7 E, AT THE JUNCTION
 DS0153'OF THE ROUTE AND A TRAIL ROAD WHICH LEADS WEST, 124 FEET WEST OF THE
 DS0153'CENTER LINE OF THE ROUTE, 59 FEET NORTH OF THE CENTER LINE OF THE
 DS0153'TRAIL ROAD, 1.4 FEET EAST OF A METAL WITNESS POST, ABOUT 4 FEET ABOVE
 DS0153'THE LEVEL OF THE ROUTE, AND ON THE TOP OF A 5/8-INCH COPPER COATED ROD
 DS0153'THAT IS DRIVEN TO A DEPTH OF 13 FEET AND IS ENCASED IN A 6-INCH IRON
 DS0153'PIPE WHICH PROJECTS 4 INCHES ABOVE THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0173 ***********************************************************************
 DS0173  DESIGNATION -  F 342
 DS0173  PID         -  DS0173
 DS0173  STATE/COUNTY-  NM/SOCORRO
 DS0173  USGS QUAD   -  GARDEN SPRING CANYON (1982)
 DS0173
 DS0173                         *CURRENT SURVEY CONTROL
 DS0173  ___________________________________________________________________
 DS0173* NAD 83(1986)-  33 45 13.     (N)    106 18 32.     (W)     SCALED    
 DS0173* NAVD 88     -      2076.040  (meters)    6811.14   (feet)  ADJUSTED  
 DS0173  ___________________________________________________________________
 DS0173  GEOID HEIGHT-         -21.16  (meters)                     GEOID03
 DS0173  DYNAMIC HT  -        2072.838 (meters)    6800.64  (feet)  COMP
 DS0173  MODELED GRAV-     979,019.3   (mgal)                       NAVD 88
 DS0173
 DS0173  VERT ORDER  -  SECOND    CLASS 0
 DS0173
 DS0173.The horizontal coordinates were scaled from a topographic map and have
 DS0173.an estimated accuracy of +/- 6 seconds.
 DS0173
 DS0173.The orthometric height was determined by differential leveling
 DS0173.and adjusted by the National Geodetic Survey in June 1991..
 DS0173
 DS0173.The geoid height was determined by GEOID03.
 DS0173
 DS0173.The dynamic height is computed by dividing the NAVD 88
 DS0173.geopotential number by the normal gravity value computed on the
 DS0173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0173.degrees latitude (g = 980.6199 gals.).
 DS0173
 DS0173.The modeled gravity was interpolated from observed gravity values.
 DS0173
 DS0173;                    North         East    Units  Estimated Accuracy
 DS0173;SPC NM C     -   305,330.      494,540.      MT  (+/- 180 meters Scaled)
 DS0173
 DS0173                          SUPERSEDED SURVEY CONTROL
 DS0173
 DS0173  NGVD 29 (??/??/92) 2075.173  (m)         6808.30   (f) ADJ UNCH    2 0
 DS0173
 DS0173.Superseded values are not recommended for survey control.
 DS0173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0173.See file dsdata.txt to determine how the superseded data were derived.
 DS0173
 DS0173_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT787356(NAD 83)
 DS0173_MARKER: DB = BENCH MARK DISK
 DS0173_SETTING: 66 = SET IN ROCK OUTCROP
 DS0173_SP_SET: OUTCROP
 DS0173_STAMPING: F 342 1969
 DS0173_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DS0173+STABILITY: POSITION/ELEVATION WELL
 DS0173
 DS0173  HISTORY     - Date     Condition        Report By
 DS0173  HISTORY     - 1969     MONUMENTED       CGS
 DS0173
 DS0173                          STATION DESCRIPTION
 DS0173
 DS0173'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 DS0173'34.65 MI NW FROM CARRIZOZO.
 DS0173'ABOUT 0.45 MILE NORTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 DS0173'THE STATION AT CARRIZOZO, THENCE 27.55 MILES NORTHWEST ALONG U.S.
 DS0173'HIGHWAY 380, THENCE 6.65 MILES SOUTHWEST ALONG WHITE SANDS MISSILE
 DS0173'RANGE ROUTE 9, OR ABOUT 7.75 MILES NORTHWEST ALONG WHITE SANDS MISSILE
 DS0173'RANGE ROUTE 12 FROM THE STORE AT OSCURO, THENCE 21.7 MILES NORTHWEST
 DS0173'ALONG WHITE SANDS MISSILE RANGE ROUTE 9, IN SECTION 34, T 6 S, R 6 E,
 DS0173'32 FEET WEST OF THE CENTER LINE OF THE ROUTE, SET IN THE TOP OF A 2- X
 DS0173'4-FOOT ROCK OUTCROP, 9 1/2 FEET SOUTHWEST OF TELEPHONE POLE NUMBER
 DS0173'862, 2.3 FEET WEST OF A METAL WITNESS POST, AND ABOUT 2 FEET ABOVE THE
 DS0173'LEVEL OF THE ROUTE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI1445 ***********************************************************************
 AI1445  DESIGNATION -  F 343 RESET
 AI1445  PID         -  AI1445
 AI1445  STATE/COUNTY-  NM/LINCOLN
 AI1445  USGS QUAD   -  BULL GAP (1981)
 AI1445
 AI1445                         *CURRENT SURVEY CONTROL
 AI1445  ___________________________________________________________________
 AI1445* NAD 83(1986)-  33 31 20.     (N)    106 01 55.     (W)     SCALED    
 AI1445* NAVD 88     -      1554.16   (meters)    5098.9    (feet)  RESET     
 AI1445  ___________________________________________________________________
 AI1445  GEOID HEIGHT-         -20.96  (meters)                     GEOID03
 AI1445
 AI1445  VERT ORDER  -  THIRD
 AI1445
 AI1445.The horizontal coordinates were scaled from a topographic map and have
 AI1445.an estimated accuracy of +/- 6 seconds.
 AI1445
 AI1445.The orthometric height was computed from unverified reset data.
 AI1445.No vertical observational check was made to the station.
 AI1445
 AI1445.The geoid height was determined by GEOID03.
 AI1445
 AI1445;                    North         East    Units  Estimated Accuracy
 AI1445;SPC NM C     -   279,690.      520,260.      MT  (+/- 180 meters Scaled)
 AI1445
 AI1445                          SUPERSEDED SURVEY CONTROL
 AI1445
 AI1445.No superseded survey control is available for this station.
 AI1445
 AI1445_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDT041096(NAD 83)
 AI1445_MARKER: DV = VERTICAL CONTROL DISK
 AI1445_SETTING: 66 = SET IN ROCK OUTCROP
 AI1445_STAMPING: F 343 RESET 1998
 AI1445_MARK LOGO: NGS   
 AI1445_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI1445_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AI1445+STABILITY: POSITION/ELEVATION WELL
 AI1445_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI1445+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AI1445
 AI1445  HISTORY     - Date     Condition        Report By
 AI1445  HISTORY     - 1998     MONUMENTED       NGS
 AI1445
 AI1445                          STATION DESCRIPTION
 AI1445
 AI1445'DESCRIBED BY NATIONAL GEODETIC SURVEY 1998 (WAS)
 AI1445'THE STATION IS LOCATED ABOUT 13 MI (20.9 KM) SOUTH OF CARRIZOZO AND 3
 AI1445'MI (4.8 KM) NORTH OF OSCURO IN THE UNION PACIFIC RAILROAD RIGHT OF
 AI1445'WAY.  OWNERSHIP -- UNION PACIFIC RAILROAD (TELEPHONE - 505-461-3116) ,
 AI1445'100 EAST RAILROAD AVE., TUCUMCARI, NM 88401.  TO REACH THE STATION
 AI1445'FROM THE INTERSECTION OF US-380 AND US-54 IN CARRIZOZO, GO SOUTH ON
 AI1445'US-54 FOR 11.3 MI (18.2 KM) TO A SMALL HIGHWAY BRIDGE OVER A WASH.
 AI1445'CONTINUE SOUTH FOR 1.6 MI (2.6 KM) TO HIGHWAY MILEPOST 111 AND THE
 AI1445'STATION ON THE LEFT.  ALTERNATIVELY, IF APPROACHING FROM THE SOUTH,
 AI1445'FROM THE INTERSECTION OF US-54 AND COUNTY ROAD A003 (HEADING WEST) AND
 AI1445'COUNTY ROAD A002 (HEADING EAST) , IN THE VILLAGE OF OSCURO, GO NORTH
 AI1445'ON US-54 FOR 3.0 MI (4.8 KM) TO THE STATION ON THE RIGHT.  THE STATION
 AI1445'MARK IS SET IN THE TOP OF A SMALL ROCK OUTCROP THAT MEASURES ABOUT 0.7
 AI1445'M (2.3 FT) BY 0.3 M (1.0 FT) ON TOP OF A SMALL RIDGE ORIENTED
 AI1445'NORTH-NORTHEAST THAT IS ABOUT 3 M (9.8 FT) ABOVE THE SURROUNDING
 AI1445'GROUND.  THE STATION IS APPROXIMATELY 35 M (114.8 FT) SOUTHEAST OF THE
 AI1445'CENTERLINE OF US-54, 24.2 M (79.4 FT) NORTHWEST OF THE WEST RAIL OF
 AI1445'THE MAIN TRACK (WHICH WILL REPORTEDLY BECOME THE EASTERN TRACK AFTER
 AI1445'RAIL CONSTRUCTION WORK IS DONE IN THE NEAR FUTURE) , AND 29 M (95.1
 AI1445'FT) SOUTHEAST OF US-54 MILEPOST 111.  THE STATION IS DIRECTLY OPPOSITE
 AI1445'OF A TRACK ROAD THAT INTERSECTS US-54. THE STATION IS 1.1 M (3.6 FT)
 AI1445'NORTHWEST OF A CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0292 ***********************************************************************
 DS0292  DESIGNATION -  F 344
 DS0292  PID         -  DS0292
 DS0292  STATE/COUNTY-  NM/LINCOLN
 DS0292  USGS QUAD   -  MOCKINGBIRD GAP SE (1982)
 DS0292
 DS0292                         *CURRENT SURVEY CONTROL
 DS0292  ___________________________________________________________________
 DS0292* NAD 83(1986)-  33 36 11.     (N)    106 15 17.     (W)     SCALED    
 DS0292* NAVD 88     -      1539.208  (meters)    5049.88   (feet)  ADJUSTED  
 DS0292  ___________________________________________________________________
 DS0292  GEOID HEIGHT-         -21.54  (meters)                     GEOID03
 DS0292  DYNAMIC HT  -        1536.979 (meters)    5042.57  (feet)  COMP
 DS0292  MODELED GRAV-     979,134.3   (mgal)                       NAVD 88
 DS0292
 DS0292  VERT ORDER  -  SECOND    CLASS 0
 DS0292
 DS0292.The horizontal coordinates were scaled from a topographic map and have
 DS0292.an estimated accuracy of +/- 6 seconds.
 DS0292
 DS0292.The orthometric height was determined by differential leveling
 DS0292.and adjusted by the National Geodetic Survey in June 1991..
 DS0292
 DS0292.The geoid height was determined by GEOID03.
 DS0292
 DS0292.The dynamic height is computed by dividing the NAVD 88
 DS0292.geopotential number by the normal gravity value computed on the
 DS0292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0292.degrees latitude (g = 980.6199 gals.).
 DS0292
 DS0292.The modeled gravity was interpolated from observed gravity values.
 DS0292
 DS0292;                    North         East    Units  Estimated Accuracy
 DS0292;SPC NM C     -   288,630.      499,560.      MT  (+/- 180 meters Scaled)
 DS0292
 DS0292                          SUPERSEDED SURVEY CONTROL
 DS0292
 DS0292  NGVD 29 (??/??/92) 1538.515  (m)         5047.61   (f) ADJ UNCH    2 0
 DS0292
 DS0292.Superseded values are not recommended for survey control.
 DS0292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0292.See file dsdata.txt to determine how the superseded data were derived.
 DS0292
 DS0292_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT835188(NAD 83)
 DS0292_MARKER: DB = BENCH MARK DISK
 DS0292_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0292_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0292_STAMPING: F 344 1969
 DS0292_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0292+STABILITY: SURFACE MOTION
 DS0292
 DS0292  HISTORY     - Date     Condition        Report By
 DS0292  HISTORY     - 1969     MONUMENTED       CGS
 DS0292
 DS0292                          STATION DESCRIPTION
 DS0292
 DS0292'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 DS0292'16.95 MI NW FROM OSCURO.
 DS0292'ABOUT 7.75 MILES NORTHWEST ALONG WHITE SANDS MISSILE RANGE ROUTE 12
 DS0292'FROM THE STORE AT OSCURO, THENCE 5.55 MILES NORTHWEST ALONG WHITE
 DS0292'SANDS MISSILE RANGE ROUTE 9, THENCE 3.65 MILES NORTHWEST ALONG ROAD
 DS0292'NUMBER 331, IN SECTION 19, T 8 S, R 7 E, 62 FEET SOUTH OF THE CENTER
 DS0292'LINE OF THE ROAD, 1.7 FEET NORTH OF A METAL WITNESS POST, ABOUT 2 FEET
 DS0292'ABOVE THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 DS0292'WHICH PROJECTS 4 INCHES ABOVE THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0631 ***********************************************************************
 CW0631  DESIGNATION -  F 345
 CW0631  PID         -  CW0631
 CW0631  STATE/COUNTY-  NM/EDDY
 CW0631  USGS QUAD   -  KITCHEN COVE (1985)
 CW0631
 CW0631                         *CURRENT SURVEY CONTROL
 CW0631  ___________________________________________________________________
 CW0631* NAD 83(1986)-  32 19 24.     (N)    104 15 46.     (W)     SCALED    
 CW0631* NAVD 88     -       997.067  (meters)    3271.21   (feet)  ADJUSTED  
 CW0631  ___________________________________________________________________
 CW0631  GEOID HEIGHT-         -24.43  (meters)                     GEOID03
 CW0631  DYNAMIC HT  -         995.630 (meters)    3266.50  (feet)  COMP
 CW0631  MODELED GRAV-     979,164.2   (mgal)                       NAVD 88
 CW0631
 CW0631  VERT ORDER  -  FIRST     CLASS I
 CW0631
 CW0631.The horizontal coordinates were scaled from a topographic map and have
 CW0631.an estimated accuracy of +/- 6 seconds.
 CW0631
 CW0631.The orthometric height was determined by differential leveling
 CW0631.and adjusted by the National Geodetic Survey in June 1991..
 CW0631
 CW0631.The geoid height was determined by GEOID03.
 CW0631
 CW0631.The dynamic height is computed by dividing the NAVD 88
 CW0631.geopotential number by the normal gravity value computed on the
 CW0631.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0631.degrees latitude (g = 980.6199 gals.).
 CW0631
 CW0631.The modeled gravity was interpolated from observed gravity values.
 CW0631
 CW0631;                    North         East    Units  Estimated Accuracy
 CW0631;SPC NM E     -   146,720.      171,640.      MT  (+/- 180 meters Scaled)
 CW0631
 CW0631                          SUPERSEDED SURVEY CONTROL
 CW0631
 CW0631  NGVD 29 (??/??/92)  996.574  (m)         3269.59   (f) ADJ UNCH    1 1
 CW0631
 CW0631.Superseded values are not recommended for survey control.
 CW0631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0631.See file dsdata.txt to determine how the superseded data were derived.
 CW0631
 CW0631_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SER693765(NAD 83)
 CW0631_MARKER: DB = BENCH MARK DISK
 CW0631_SETTING: 66 = SET IN ROCK OUTCROP
 CW0631_SP_SET: SET IN ROCK OUTCROP
 CW0631_STAMPING: F 345 1977
 CW0631_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CW0631+STABILITY: POSITION/ELEVATION WELL
 CW0631
 CW0631  HISTORY     - Date     Condition        Report By
 CW0631  HISTORY     - 1977     MONUMENTED       NGS
 CW0631
 CW0631                          STATION DESCRIPTION
 CW0631
 CW0631'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CW0631'7.5 MI SW FROM CARLSBAD.
 CW0631'7.5 MILES SOUTHWEST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE
 CW0631'COURTHOUSE, 0.05 MILE NORTH OF THE JUNCTION OF HASTON ROAD, 78 FT.
 CW0631'WEST OF THE CENTER LINE OF THE HIGHWAY, 22.8 FT. EAST OF A FENCE,
 CW0631'IN TOP OF LARGE OUTCROP WHICH PROJECTS 0.3 FT. ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0612 ***********************************************************************
 CW0612  DESIGNATION -  F 346
 CW0612  PID         -  CW0612
 CW0612  STATE/COUNTY-  NM/EDDY
 CW0612  USGS QUAD   -  INDIAN FLATS (1985)
 CW0612
 CW0612                         *CURRENT SURVEY CONTROL
 CW0612  ___________________________________________________________________
 CW0612* NAD 83(1986)-  32 25 14.     (N)    104 00 30.     (W)     SCALED    
 CW0612* NAVD 88     -      1016.427  (meters)    3334.73   (feet)  ADJUSTED  
 CW0612  ___________________________________________________________________
 CW0612  GEOID HEIGHT-         -24.43  (meters)                     GEOID03
 CW0612  DYNAMIC HT  -        1014.967 (meters)    3329.94  (feet)  COMP
 CW0612  MODELED GRAV-     979,168.2   (mgal)                       NAVD 88
 CW0612
 CW0612  VERT ORDER  -  FIRST     CLASS I
 CW0612
 CW0612.The horizontal coordinates were scaled from a topographic map and have
 CW0612.an estimated accuracy of +/- 6 seconds.
 CW0612
 CW0612.The orthometric height was determined by differential leveling
 CW0612.and adjusted by the National Geodetic Survey in June 1991..
 CW0612
 CW0612.The geoid height was determined by GEOID03.
 CW0612
 CW0612.The dynamic height is computed by dividing the NAVD 88
 CW0612.geopotential number by the normal gravity value computed on the
 CW0612.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0612.degrees latitude (g = 980.6199 gals.).
 CW0612
 CW0612.The modeled gravity was interpolated from observed gravity values.
 CW0612
 CW0612;                    North         East    Units  Estimated Accuracy
 CW0612;SPC NM E     -   157,550.      195,570.      MT  (+/- 180 meters Scaled)
 CW0612
 CW0612                          SUPERSEDED SURVEY CONTROL
 CW0612
 CW0612  NGVD 29 (??/??/92) 1015.933  (m)         3333.11   (f) ADJ UNCH    1 1
 CW0612
 CW0612.Superseded values are not recommended for survey control.
 CW0612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0612.See file dsdata.txt to determine how the superseded data were derived.
 CW0612
 CW0612_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SER932874(NAD 83)
 CW0612_MARKER: DB = BENCH MARK DISK
 CW0612_SETTING: 66 = SET IN ROCK OUTCROP
 CW0612_SP_SET: OUTCROP
 CW0612_STAMPING: F 346 1977
 CW0612_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CW0612+STABILITY: POSITION/ELEVATION WELL
 CW0612
 CW0612  HISTORY     - Date     Condition        Report By
 CW0612  HISTORY     - 1977     MONUMENTED       NGS
 CW0612  HISTORY     - 1981     GOOD             NGS
 CW0612
 CW0612                          STATION DESCRIPTION
 CW0612
 CW0612'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CW0612'13.0 MI EAST FROM CARLSBAD.
 CW0612'2.45 MILES NORTHEAST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE EAST END
 CW0612'OF THE BATAAN BRIDGE OVER THE PECOS RIVER, THENCE 10.55 MILES EAST
 CW0612'ALONG A PIPE LINE ROAD, AT A SMALL STOCK PEN AND A CONCRETE WATER
 CW0612'TANK, 353 FT. NORTH OF THE CENTER LINE OF THE ROAD, 200 FT. NORTH OF
 CW0612'THE NORTHEAST FENCE CORNER OF THE STOCK PEN, 33 FT. EAST OF THE EAST
 CW0612'EDGE OF A LARGE BORROW PIT, IN THE TOP OF AN OUTCROP WHICH PROJECTS
 CW0612'0.5 FT. ABOVE THE GROUND, 38.5 FT. NORTHEAST OF THE CENTER OF A 4 BY
 CW0612'6 FT. BOULDER WHICH PROJECTS 3 FT. ABOVE THE GROUND, 10 FT. EAST OF
 CW0612'THE CENTER LINE OF A TRACK ROAD LEADING NORTH.
 CW0612
 CW0612                          STATION RECOVERY (1981)
 CW0612
 CW0612'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CW0612'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0507 ***********************************************************************
 CV0507  DESIGNATION -  F 347
 CV0507  PID         -  CV0507
 CV0507  STATE/COUNTY-  NM/EDDY
 CV0507  USGS QUAD   -  LOS MEDANOS (1985)
 CV0507
 CV0507                         *CURRENT SURVEY CONTROL
 CV0507  ___________________________________________________________________
 CV0507* NAD 83(1986)-  32 22 16.     (N)    103 51 24.     (W)     SCALED    
 CV0507* NAVD 88     -      1009.362  (meters)    3311.55   (feet)  ADJUSTED  
 CV0507  ___________________________________________________________________
 CV0507  GEOID HEIGHT-         -24.52  (meters)                     GEOID03
 CV0507  DYNAMIC HT  -        1007.907 (meters)    3306.77  (feet)  COMP
 CV0507  MODELED GRAV-     979,163.5   (mgal)                       NAVD 88
 CV0507
 CV0507  VERT ORDER  -  FIRST     CLASS I
 CV0507
 CV0507.The horizontal coordinates were scaled from a topographic map and have
 CV0507.an estimated accuracy of +/- 6 seconds.
 CV0507
 CV0507.The orthometric height was determined by differential leveling
 CV0507.and adjusted by the National Geodetic Survey in June 1991..
 CV0507
 CV0507.The geoid height was determined by GEOID03.
 CV0507
 CV0507.The dynamic height is computed by dividing the NAVD 88
 CV0507.geopotential number by the normal gravity value computed on the
 CV0507.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0507.degrees latitude (g = 980.6199 gals.).
 CV0507
 CV0507.The modeled gravity was interpolated from observed gravity values.
 CV0507
 CV0507;                    North         East    Units  Estimated Accuracy
 CV0507;SPC NM E     -   152,120.      209,860.      MT  (+/- 180 meters Scaled)
 CV0507
 CV0507                          SUPERSEDED SURVEY CONTROL
 CV0507
 CV0507  NGVD 29 (??/??/92) 1008.867  (m)         3309.92   (f) ADJ UNCH    1 1
 CV0507
 CV0507.Superseded values are not recommended for survey control.
 CV0507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0507.See file dsdata.txt to determine how the superseded data were derived.
 CV0507
 CV0507_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFR075821(NAD 83)
 CV0507_MARKER: DB = BENCH MARK DISK
 CV0507_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CV0507_SP_SET: 5 FT.
 CV0507_STAMPING: F 347 1977
 CV0507_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CV0507
 CV0507  HISTORY     - Date     Condition        Report By
 CV0507  HISTORY     - 1977     MONUMENTED       NGS
 CV0507  HISTORY     - 1981     GOOD             NGS
 CV0507
 CV0507                          STATION DESCRIPTION
 CV0507
 CV0507'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CV0507'34.25 MI EAST FROM CARLSBAD.
 CV0507'17.2 MILES NORTHEAST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE EAST END
 CV0507'OF THE BATAAN BRIDGE OVER THE PECOS RIVER, THENCE 7.8 MILES SOUTH
 CV0507'ALONG STATE HIGHWAY 31, THENCE 5.05 MILES EAST ALONG A DIRT ROAD,
 CV0507'THENCE 3.7 MILES SOUTH ALONG A DIRT ROAD, THENCE 0.5 MILE EAST
 CV0507'ALONG A PIPE LINE ROAD, AT THE JUNCTION OF A TRACK ROAD LEADING NORTH,
 CV0507'15 FT. SOUTH OF THE CENTER LINE OF THE ROAD, 11 FT. WEST OF THE
 CV0507'EXTENDED CENTER LINE OF A DIRT ROAD LEADING NORTH, THE DISK IS FLUSH
 CV0507'WITH THE GROUND, ACCESS TO WHICH IS HAD THROUGH A 4-INCH PLASTIC
 CV0507'SCREW PLUG WHICH PROJECTS 1 INCH ABOVE THE GROUND.
 CV0507
 CV0507                          STATION RECOVERY (1981)
 CV0507
 CV0507'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CV0507'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0521 ***********************************************************************
 CV0521  DESIGNATION -  F 348
 CV0521  PID         -  CV0521
 CV0521  STATE/COUNTY-  NM/EDDY
 CV0521  USGS QUAD   -  THE DIVIDE (1984)
 CV0521
 CV0521                         *CURRENT SURVEY CONTROL
 CV0521  ___________________________________________________________________
 CV0521* NAD 83(1986)-  32 25 28.     (N)    103 44 26.     (W)     SCALED    
 CV0521* NAVD 88     -      1082.256  (meters)    3550.70   (feet)  ADJUSTED  
 CV0521  ___________________________________________________________________
 CV0521  GEOID HEIGHT-         -24.02  (meters)                     GEOID03
 CV0521  DYNAMIC HT  -        1080.695 (meters)    3545.58  (feet)  COMP
 CV0521  MODELED GRAV-     979,159.7   (mgal)                       NAVD 88
 CV0521
 CV0521  VERT ORDER  -  FIRST     CLASS I
 CV0521
 CV0521.The horizontal coordinates were scaled from a topographic map and have
 CV0521.an estimated accuracy of +/- 6 seconds.
 CV0521
 CV0521.The orthometric height was determined by differential leveling
 CV0521.and adjusted by the National Geodetic Survey in June 1991..
 CV0521
 CV0521.The geoid height was determined by GEOID03.
 CV0521
 CV0521.The dynamic height is computed by dividing the NAVD 88
 CV0521.geopotential number by the normal gravity value computed on the
 CV0521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0521.degrees latitude (g = 980.6199 gals.).
 CV0521
 CV0521.The modeled gravity was interpolated from observed gravity values.
 CV0521
 CV0521;                    North         East    Units  Estimated Accuracy
 CV0521;SPC NM E     -   158,090.      220,750.      MT  (+/- 180 meters Scaled)
 CV0521
 CV0521                          SUPERSEDED SURVEY CONTROL
 CV0521
 CV0521  NGVD 29 (??/??/92) 1081.757  (m)         3549.06   (f) ADJ UNCH    1 1
 CV0521
 CV0521.Superseded values are not recommended for survey control.
 CV0521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0521.See file dsdata.txt to determine how the superseded data were derived.
 CV0521
 CV0521_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFR184881(NAD 83)
 CV0521_MARKER: DB = BENCH MARK DISK
 CV0521_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CV0521_SP_SET: 13 FT.
 CV0521_STAMPING: F 348 1977
 CV0521_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CV0521
 CV0521  HISTORY     - Date     Condition        Report By
 CV0521  HISTORY     - 1977     MONUMENTED       NGS
 CV0521  HISTORY     - 1981     GOOD             NGS
 CV0521
 CV0521                          STATION DESCRIPTION
 CV0521
 CV0521'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CV0521'43.05 MI EAST FROM CARLSBAD.
 CV0521'17.2 MILES NORTHEAST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE EAST END
 CV0521'OF THE BATAAN BRIDGE OVER THE PECOS RIVER, THENCE 7.8 MILES SOUTH
 CV0521'ALONG STATE HIGHWAY 31, THENCE 5.05 MILES EAST ALONG A DIRT ROAD,
 CV0521'THENCE 3.7 MILES SOUTH ALONG A DIRT ROAD, THENCE 7.7 MILES EAST
 CV0521'ALONG A PIPE LINE ROAD, THENCE 1.6 MILES NORTH ALONG A DIRT ROAD,
 CV0521'0.85 MILE NORTH OF A CATTLEGUARD, 30 FT. EAST OF THE SOUTH END OF A
 CV0521'TURNOUT ON THE EAST SIDE OF THE ROAD, 45 FT. EAST OF THE CENTER LINE
 CV0521'OF THE ROAD, THE DISK IS 0.4 FT. BELOW THE LEVEL OF THE GROUND,
 CV0521'ACCESS TO WHICH IS HAD THROUGH A 4-INCH PLASTIC SCREW PLUG WHICH IS
 CV0521'FLUSH WITH THE GROUND.
 CV0521
 CV0521                          STATION RECOVERY (1981)
 CV0521
 CV0521'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CV0521'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0607 ***********************************************************************
 CV0607  DESIGNATION -  F 349
 CV0607  PID         -  CV0607
 CV0607  STATE/COUNTY-  NM/EDDY
 CV0607  USGS QUAD   -  LOS MEDANOS (1985)
 CV0607
 CV0607                         *CURRENT SURVEY CONTROL
 CV0607  ___________________________________________________________________
 CV0607* NAD 83(1986)-  32 20 30.     (N)    103 49 32.     (W)     SCALED    
 CV0607* NAVD 88     -      1009.125  (meters)    3310.77   (feet)  ADJUSTED  
 CV0607  ___________________________________________________________________
 CV0607  GEOID HEIGHT-         -24.59  (meters)                     GEOID03
 CV0607  DYNAMIC HT  -        1007.665 (meters)    3305.98  (feet)  COMP
 CV0607  MODELED GRAV-     979,158.0   (mgal)                       NAVD 88
 CV0607
 CV0607  VERT ORDER  -  FIRST     CLASS I
 CV0607
 CV0607.The horizontal coordinates were scaled from a topographic map and have
 CV0607.an estimated accuracy of +/- 6 seconds.
 CV0607
 CV0607.The orthometric height was determined by differential leveling
 CV0607.and adjusted by the National Geodetic Survey in June 1991..
 CV0607
 CV0607.The geoid height was determined by GEOID03.
 CV0607
 CV0607.The dynamic height is computed by dividing the NAVD 88
 CV0607.geopotential number by the normal gravity value computed on the
 CV0607.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0607.degrees latitude (g = 980.6199 gals.).
 CV0607
 CV0607.The modeled gravity was interpolated from observed gravity values.
 CV0607
 CV0607;                    North         East    Units  Estimated Accuracy
 CV0607;SPC NM E     -   148,870.      212,800.      MT  (+/- 180 meters Scaled)
 CV0607
 CV0607                          SUPERSEDED SURVEY CONTROL
 CV0607
 CV0607  NGVD 29 (??/??/92) 1008.625  (m)         3309.13   (f) ADJ UNCH    1 1
 CV0607
 CV0607.Superseded values are not recommended for survey control.
 CV0607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0607.See file dsdata.txt to determine how the superseded data were derived.
 CV0607
 CV0607_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFR105789(NAD 83)
 CV0607_MARKER: DB = BENCH MARK DISK
 CV0607_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CV0607_SP_SET: 11 FT.
 CV0607_STAMPING: F 349 1977
 CV0607_MARK LOGO: NGS   
 CV0607_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CV0607
 CV0607  HISTORY     - Date     Condition        Report By
 CV0607  HISTORY     - 1977     MONUMENTED       NGS
 CV0607  HISTORY     - 1981     GOOD             NGS
 CV0607
 CV0607                          STATION DESCRIPTION
 CV0607
 CV0607'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CV0607'43.8 MI EAST FROM CARLSBAD.
 CV0607'17.2 MILES NORTHEAST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE EAST END
 CV0607'OF THE BATAAN BRIDGE OVER THE PECOS RIVER, THENCE 14.95 MILES SOUTH
 CV0607'ALONG STATE HIGHWAY 31, THENCE 10.2 MILES EAST ALONG STATE HIGHWAY
 CV0607'128, THENCE 1.05 MILES NORTH ALONG A DIRT ROAD, THENCE 0.35 MILE EAST
 CV0607'ALONG A DIRT ROAD, THENCE 0.05 MILE NORTH ALONG A DIRT ROAD, AT THE
 CV0607'JUNCTION OF A SHORT DIRT ROAD LEADING EAST TO ERDA POTASH DRILL HOLE
 CV0607'P 15, 64 FT. EAST OF THE CENTER LINE OF THE ROAD, 70 FT. SOUTH OF THE
 CV0607'EXTENDED CENTER LINE OF THE SHORT ROAD, 120 FT. SOUTHWEST OF THE
 CV0607'CENTER OF A 6-INCH IRON PIPE WELL CASING IN THE DRILL HOLE, THE DISK
 CV0607'IS 0.3 FT. BELOW THE LEVEL OF THE GROUND, ACCESS TO WHICH IS HAD
 CV0607'THROUGH A 4-INCH PLASTIC SCREW PLUG FLUSH WITH THE GROUND.
 CV0607
 CV0607                          STATION RECOVERY (1981)
 CV0607
 CV0607'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CV0607'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0255 ***********************************************************************
 CV0255  DESIGNATION -  F 35
 CV0255  PID         -  CV0255
 CV0255  STATE/COUNTY-  NM/LEA
 CV0255  USGS QUAD   -  LOVINGTON (1979)
 CV0255
 CV0255                         *CURRENT SURVEY CONTROL
 CV0255  ___________________________________________________________________
 CV0255* NAD 83(1986)-  32 57 06.     (N)    103 21 13.     (W)     SCALED    
 CV0255* NAVD 88     -      1196.098  (meters)    3924.20   (feet)  ADJUSTED  
 CV0255  ___________________________________________________________________
 CV0255  GEOID HEIGHT-         -21.75  (meters)                     GEOID03
 CV0255  DYNAMIC HT  -        1194.465 (meters)    3918.84  (feet)  COMP
 CV0255  MODELED GRAV-     979,230.2   (mgal)                       NAVD 88
 CV0255
 CV0255  VERT ORDER  -  FIRST     CLASS II
 CV0255
 CV0255.The horizontal coordinates were scaled from a topographic map and have
 CV0255.an estimated accuracy of +/- 6 seconds.
 CV0255
 CV0255.The orthometric height was determined by differential leveling
 CV0255.and adjusted by the National Geodetic Survey in June 1991..
 CV0255
 CV0255.The geoid height was determined by GEOID03.
 CV0255
 CV0255.The dynamic height is computed by dividing the NAVD 88
 CV0255.geopotential number by the normal gravity value computed on the
 CV0255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0255.degrees latitude (g = 980.6199 gals.).
 CV0255
 CV0255.The modeled gravity was interpolated from observed gravity values.
 CV0255
 CV0255;                    North         East    Units  Estimated Accuracy
 CV0255;SPC NM E     -   216,820.      256,600.      MT  (+/- 180 meters Scaled)
 CV0255
 CV0255                          SUPERSEDED SURVEY CONTROL
 CV0255
 CV0255  NGVD 29 (??/??/92) 1195.670  (m)         3922.79   (f) ADJ UNCH    1 2
 CV0255
 CV0255.Superseded values are not recommended for survey control.
 CV0255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0255.See file dsdata.txt to determine how the superseded data were derived.
 CV0255
 CV0255_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFS538471(NAD 83)
 CV0255_MARKER: DB = BENCH MARK DISK
 CV0255_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CV0255_SP_SET: BANNISTER
 CV0255_STAMPING: F-35 1933
 CV0255_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CV0255
 CV0255  HISTORY     - Date     Condition        Report By
 CV0255  HISTORY     - 1933     MONUMENTED       CGS
 CV0255  HISTORY     - 1934     GOOD             NGS
 CV0255  HISTORY     - 1961     GOOD             USGS
 CV0255
 CV0255                          STATION DESCRIPTION
 CV0255
 CV0255'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CV0255'IN LOVINGTON.
 CV0255'IN BANNISTER OF LOVINGTON HIGH SCHOOL, EAST MAIN ENTRANCE ON SOUTH
 CV0255'SIDE OF BUILDING, 5 FEET NORTH OF CENTER OF STEPS, 3 FEET 4 INCHES
 CV0255'ABOVE THE GROUND.  NOTE-- MARK IS NOT AT HIGH SCH. BUT AT OLD
 CV0255'ELEMENTARY SCH. JUST WEST OF YARBRO ELEM.
 CV0255
 CV0255                          STATION RECOVERY (1961)
 CV0255
 CV0255'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 CV0255'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0566 ***********************************************************************
 CV0566  DESIGNATION -  F 350
 CV0566  PID         -  CV0566
 CV0566  STATE/COUNTY-  NM/EDDY
 CV0566  USGS QUAD   -  REMUDA BASIN (1985)
 CV0566
 CV0566                         *CURRENT SURVEY CONTROL
 CV0566  ___________________________________________________________________
 CV0566* NAD 83(1986)-  32 17 08.     (N)    103 56 00.     (W)     SCALED    
 CV0566* NAVD 88     -       944.678  (meters)    3099.33   (feet)  ADJUSTED  
 CV0566  ___________________________________________________________________
 CV0566  GEOID HEIGHT-         -24.95  (meters)                     GEOID03
 CV0566  DYNAMIC HT  -         943.319 (meters)    3094.87  (feet)  COMP
 CV0566  MODELED GRAV-     979,169.5   (mgal)                       NAVD 88
 CV0566
 CV0566  VERT ORDER  -  FIRST     CLASS I
 CV0566
 CV0566.The horizontal coordinates were scaled from a topographic map and have
 CV0566.an estimated accuracy of +/- 6 seconds.
 CV0566
 CV0566.The orthometric height was determined by differential leveling
 CV0566.and adjusted by the National Geodetic Survey in June 1991..
 CV0566
 CV0566.The geoid height was determined by GEOID03.
 CV0566
 CV0566.The dynamic height is computed by dividing the NAVD 88
 CV0566.geopotential number by the normal gravity value computed on the
 CV0566.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0566.degrees latitude (g = 980.6199 gals.).
 CV0566
 CV0566.The modeled gravity was interpolated from observed gravity values.
 CV0566
 CV0566;                    North         East    Units  Estimated Accuracy
 CV0566;SPC NM E     -   142,600.      202,680.      MT  (+/- 180 meters Scaled)
 CV0566
 CV0566                          SUPERSEDED SURVEY CONTROL
 CV0566
 CV0566  NGVD 29 (??/??/92)  944.191  (m)         3097.73   (f) ADJ UNCH    1 1
 CV0566
 CV0566.Superseded values are not recommended for survey control.
 CV0566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0566.See file dsdata.txt to determine how the superseded data were derived.
 CV0566
 CV0566_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFR004725(NAD 83)
 CV0566_MARKER: DB = BENCH MARK DISK
 CV0566_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CV0566_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CV0566_STAMPING: F 350 1977
 CV0566_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CV0566
 CV0566  HISTORY     - Date     Condition        Report By
 CV0566  HISTORY     - 1977     MONUMENTED       NGS
 CV0566  HISTORY     - 1981     GOOD             NGS
 CV0566
 CV0566                          STATION DESCRIPTION
 CV0566
 CV0566'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CV0566'40.4 MI EAST FROM CARLSBAD.
 CV0566'17.2 MILES NORTHEAST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE EAST END
 CV0566'OF THE BATAAN BRIDGE OVER THE PECOS RIVER, THENCE 14.95 MILES SOUTH
 CV0566'ALONG STATE HIGHWAY 31, THENCE 4.25 MILES EAST ALONG STATE HIGHWAY
 CV0566'128, THENCE 4.0 MILES SOUTH ALONG A DIRT ROAD, 0.15 MILE SOUTH OF
 CV0566'BENCH MARK X 347, 480 FT. EAST OF THE CENTER LINE OF THE ROAD, ON
 CV0566'THE TOP OF THE FIRST SMALL RIDGE EAST OF THE ROAD, A DISK CEMENTED
 CV0566'IN THE TOP OF A 4 FT. DEEP, 4-INCH IRON PIPE, WHICH PROJECTS 1.8 FT.
 CV0566'ABOVE THE GROUND, 4 FT. SOUTH OF A RISE IN THE RIDGE ABOUT 260 FT.
 CV0566'WEST OF BENCH MARK G 350.
 CV0566
 CV0566                          STATION RECOVERY (1981)
 CV0566
 CV0566'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CV0566'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0545 ***********************************************************************
 CV0545  DESIGNATION -  F 351
 CV0545  PID         -  CV0545
 CV0545  STATE/COUNTY-  NM/EDDY
 CV0545  USGS QUAD   -  TOWER HILL SOUTH (1985)
 CV0545
 CV0545                         *CURRENT SURVEY CONTROL
 CV0545  ___________________________________________________________________
 CV0545* NAD 83(1986)-  32 28 44.     (N)    103 53 52.     (W)     SCALED    
 CV0545* NAVD 88     -       982.480  (meters)    3223.35   (feet)  ADJUSTED  
 CV0545  ___________________________________________________________________
 CV0545  GEOID HEIGHT-         -24.08  (meters)                     GEOID03
 CV0545  DYNAMIC HT  -         981.084 (meters)    3218.77  (feet)  COMP
 CV0545  MODELED GRAV-     979,185.0   (mgal)                       NAVD 88
 CV0545
 CV0545  VERT ORDER  -  FIRST     CLASS I
 CV0545
 CV0545.The horizontal coordinates were scaled from a topographic map and have
 CV0545.an estimated accuracy of +/- 6 seconds.
 CV0545
 CV0545.The orthometric height was determined by differential leveling
 CV0545.and adjusted by the National Geodetic Survey in June 1991..
 CV0545
 CV0545.The geoid height was determined by GEOID03.
 CV0545
 CV0545.The dynamic height is computed by dividing the NAVD 88
 CV0545.geopotential number by the normal gravity value computed on the
 CV0545.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0545.degrees latitude (g = 980.6199 gals.).
 CV0545
 CV0545.The modeled gravity was interpolated from observed gravity values.
 CV0545
 CV0545;                    North         East    Units  Estimated Accuracy
 CV0545;SPC NM E     -   164,050.      205,940.      MT  (+/- 180 meters Scaled)
 CV0545
 CV0545                          SUPERSEDED SURVEY CONTROL
 CV0545
 CV0545  NGVD 29 (??/??/92)  981.996  (m)         3221.77   (f) ADJ UNCH    1 1
 CV0545
 CV0545.Superseded values are not recommended for survey control.
 CV0545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0545.See file dsdata.txt to determine how the superseded data were derived.
 CV0545
 CV0545_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFR035940(NAD 83)
 CV0545_MARKER: DB = BENCH MARK DISK
 CV0545_SETTING: 66 = SET IN ROCK OUTCROP
 CV0545_SP_SET: OUTCROP
 CV0545_STAMPING: F 351 1977
 CV0545_MARK LOGO: NGS   
 CV0545_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CV0545+STABILITY: POSITION/ELEVATION WELL
 CV0545
 CV0545  HISTORY     - Date     Condition        Report By
 CV0545  HISTORY     - 1977     MONUMENTED       NGS
 CV0545  HISTORY     - 1981     GOOD             NGS
 CV0545
 CV0545                          STATION DESCRIPTION
 CV0545
 CV0545'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CV0545'23.65 MI EAST FROM CARLSBAD.
 CV0545'19.6 MILES NORTHEAST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE EAST END
 CV0545'OF THE BATAAN BRIDGE OVER THE PECOS RIVER, THENCE 4.05 MILES SOUTHEAST
 CV0545'ALONG A DIRT ROAD, 0.35 MILE SOUTHEAST OF A WASH WITH A CONCRETE
 CV0545'SLAB ACROSS IT, AT THE SOUTH CORNER OF AN OLD BORROW PIT, 62 FT.
 CV0545'NORTHEAST OF THE CENTER LINE OF THE ROAD, IN THE TOP OF AN OUTCROP
 CV0545'WHICH PROJECTS 1.0 FT. ABOVE THE GROUND, 28 FT. NORTHWEST OF THE
 CV0545'NORTHWEST BASE OF A DIRT MOUND.
 CV0545
 CV0545                          STATION RECOVERY (1981)
 CV0545
 CV0545'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CV0545'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0643 ***********************************************************************
 CV0643  DESIGNATION -  F 352
 CV0643  PID         -  CV0643
 CV0643  STATE/COUNTY-  NM/LEA
 CV0643  USGS QUAD   -  LAGUNA GATUNA (1984)
 CV0643
 CV0643                         *CURRENT SURVEY CONTROL
 CV0643  ___________________________________________________________________
 CV0643* NAD 83(1986)-  32 32 13.     (N)    103 44 44.     (W)     SCALED    
 CV0643* NAVD 88     -      1084.770  (meters)    3558.95   (feet)  ADJUSTED  
 CV0643  ___________________________________________________________________
 CV0643  GEOID HEIGHT-         -23.50  (meters)                     GEOID03
 CV0643  DYNAMIC HT  -        1083.230 (meters)    3553.90  (feet)  COMP
 CV0643  MODELED GRAV-     979,181.5   (mgal)                       NAVD 88
 CV0643
 CV0643  VERT ORDER  -  FIRST     CLASS I
 CV0643
 CV0643.The horizontal coordinates were scaled from a topographic map and have
 CV0643.an estimated accuracy of +/- 6 seconds.
 CV0643
 CV0643.The orthometric height was determined by differential leveling
 CV0643.and adjusted by the National Geodetic Survey in June 1991..
 CV0643
 CV0643.The geoid height was determined by GEOID03.
 CV0643
 CV0643.The dynamic height is computed by dividing the NAVD 88
 CV0643.geopotential number by the normal gravity value computed on the
 CV0643.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0643.degrees latitude (g = 980.6199 gals.).
 CV0643
 CV0643.The modeled gravity was interpolated from observed gravity values.
 CV0643
 CV0643;                    North         East    Units  Estimated Accuracy
 CV0643;SPC NM E     -   170,560.      220,210.      MT  (+/- 180 meters Scaled)
 CV0643
 CV0643                          SUPERSEDED SURVEY CONTROL
 CV0643
 CV0643  NGVD 29 (??/??/92) 1084.283  (m)         3557.35   (f) ADJ UNCH    1 1
 CV0643
 CV0643.Superseded values are not recommended for survey control.
 CV0643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0643.See file dsdata.txt to determine how the superseded data were derived.
 CV0643
 CV0643_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFS177006(NAD 83)
 CV0643_MARKER: DB = BENCH MARK DISK
 CV0643_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CV0643_SP_SET: 7 FT.
 CV0643_STAMPING: F 352 1977
 CV0643_MARK LOGO: NGS   
 CV0643_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CV0643
 CV0643  HISTORY     - Date     Condition        Report By
 CV0643  HISTORY     - 1977     MONUMENTED       NGS
 CV0643  HISTORY     - 1982     GOOD             NGS
 CV0643
 CV0643                          STATION DESCRIPTION
 CV0643
 CV0643'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CV0643'31.85 MI NE FROM CARLSBAD.
 CV0643'31.05 MILES NORTHEAST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE EAST END
 CV0643'OF THE BATAAN BRIDGE OVER THE PECOS RIVER, THENCE 0.8 MILE SOUTH
 CV0643'ALONG A DIRT ROAD, 0.4 MILE SOUTH OF A ROAD JUNCTION AND A STEEL
 CV0643'CATTLEGUARD ACROSS THE ROAD, 15 FT. EAST OF THE CENTER LINE OF THE
 CV0643'ROAD, 3.0 FT. SOUTH OF IRON PIPE SECTION CORNER MARKER POST R32E T20S
 CV0643'S27 S26 S34 S35, 1.0 FT. WEST OF A FENCE, THE DISK IS 2 INCHES BELOW
 CV0643'THE LEVEL OF THE GROUND, ACCESS TO WHICH IS HAD THROUGH A 4-INCH
 CV0643'PLASTIC SCREW PLUG WHICH IS FLUSH WITH THE GROUND, 0.4 MILE SOUTH OF
 CV0643'BENCH MARK G 352.
 CV0643
 CV0643                          STATION RECOVERY (1982)
 CV0643
 CV0643'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CV0643'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0651 ***********************************************************************
 CV0651  DESIGNATION -  F 353
 CV0651  PID         -  CV0651
 CV0651  STATE/COUNTY-  NM/LEA
 CV0651  USGS QUAD   -  EUNICE (1979)
 CV0651
 CV0651                         *CURRENT SURVEY CONTROL
 CV0651  ___________________________________________________________________
 CV0651* NAD 83(1986)-  32 23 56.     (N)    103 09 34.     (W)     SCALED    
 CV0651* NAVD 88     -      1038.228  (meters)    3406.25   (feet)  ADJUSTED  
 CV0651  ___________________________________________________________________
 CV0651  GEOID HEIGHT-         -22.33  (meters)                     GEOID03
 CV0651  DYNAMIC HT  -        1036.813 (meters)    3401.61  (feet)  COMP
 CV0651  MODELED GRAV-     979,239.6   (mgal)                       NAVD 88
 CV0651
 CV0651  VERT ORDER  -  FIRST     CLASS I
 CV0651
 CV0651.The horizontal coordinates were scaled from a topographic map and have
 CV0651.an estimated accuracy of +/- 6 seconds.
 CV0651
 CV0651.The orthometric height was determined by differential leveling
 CV0651.and adjusted by the National Geodetic Survey in June 1991..
 CV0651
 CV0651.The geoid height was determined by GEOID03.
 CV0651
 CV0651.The dynamic height is computed by dividing the NAVD 88
 CV0651.geopotential number by the normal gravity value computed on the
 CV0651.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0651.degrees latitude (g = 980.6199 gals.).
 CV0651
 CV0651.The modeled gravity was interpolated from observed gravity values.
 CV0651
 CV0651;                    North         East    Units  Estimated Accuracy
 CV0651;SPC NM E     -   155,700.      275,440.      MT  (+/- 180 meters Scaled)
 CV0651
 CV0651                          SUPERSEDED SURVEY CONTROL
 CV0651
 CV0651  NGVD 29 (??/??/92) 1037.810  (m)         3404.88   (f) ADJ UNCH    1 1
 CV0651
 CV0651.Superseded values are not recommended for survey control.
 CV0651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0651.See file dsdata.txt to determine how the superseded data were derived.
 CV0651
 CV0651_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFR731861(NAD 83)
 CV0651_MARKER: DB = BENCH MARK DISK
 CV0651_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 CV0651+WITH SETTING: INTO GROUND
 CV0651_STAMPING: F 353 1977
 CV0651_MARK LOGO: NGS   
 CV0651_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CV0651+STABILITY: SURFACE MOTION
 CV0651
 CV0651  HISTORY     - Date     Condition        Report By
 CV0651  HISTORY     - 1977     MONUMENTED       NGS
 CV0651  HISTORY     - 1982     GOOD             NGS
 CV0651
 CV0651                          STATION DESCRIPTION
 CV0651
 CV0651'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CV0651'2.5 MI SOUTH FROM EUNICE.
 CV0651'2.5 MILES SOUTH ALONG STATE HIGHWAY LOOP 18 FROM THE JUNCTION OF
 CV0651'STATE HIGHWAY 8 AND 176 (TEXAS AVENUE) AT EUNICE, AT THE JUNCTION
 CV0651'OF A PAVED ROAD LEADING WEST, LOCALLY KNOWN AS DELAWARE BASIN ROAD,
 CV0651'39 FT. EAST OF THE CENTER LINE OF THE HIGHWAY, 24.5 FT. NORTH OF
 CV0651'THE EXTENDED CENTER LINE OF THE PAVED ROAD, 24.5 FT. NORTHWEST OF
 CV0651'THE NORTHWEST CORNER OF A STEEL CATTLEGUARD, 26.5 FT. SOUTH OF A
 CV0651'FENCE CORNER, 2 FT. NORTH OF A POWER LINE POLE, THE DISK IS 0.3 FT.
 CV0651'BELOW GROUND LEVEL, ACCESS TO WHICH IS HAD THROUGH A 4 INCH PLASTIC
 CV0651'SCREW CAP FLUSH WITH THE GROUND.
 CV0651
 CV0651                          STATION RECOVERY (1982)
 CV0651
 CV0651'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CV0651'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0673 ***********************************************************************
 CV0673  DESIGNATION -  F 354
 CV0673  PID         -  CV0673
 CV0673  STATE/COUNTY-  NM/LEA
 CV0673  USGS QUAD   -  SAN SIMON SINK (1984)
 CV0673
 CV0673                         *CURRENT SURVEY CONTROL
 CV0673  ___________________________________________________________________
 CV0673* NAD 83(1986)-  32 18 47.     (N)    103 25 22.     (W)     SCALED    
 CV0673* NAVD 88     -      1021.702  (meters)    3352.03   (feet)  ADJUSTED  
 CV0673  ___________________________________________________________________
 CV0673  GEOID HEIGHT-         -23.67  (meters)                     GEOID03
 CV0673  DYNAMIC HT  -        1020.234 (meters)    3347.22  (feet)  COMP
 CV0673  MODELED GRAV-     979,167.5   (mgal)                       NAVD 88
 CV0673
 CV0673  VERT ORDER  -  FIRST     CLASS I
 CV0673
 CV0673.The horizontal coordinates were scaled from a topographic map and have
 CV0673.an estimated accuracy of +/- 6 seconds.
 CV0673
 CV0673.The orthometric height was determined by differential leveling
 CV0673.and adjusted by the National Geodetic Survey in June 1991..
 CV0673
 CV0673.The geoid height was determined by GEOID03.
 CV0673
 CV0673.The dynamic height is computed by dividing the NAVD 88
 CV0673.geopotential number by the normal gravity value computed on the
 CV0673.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0673.degrees latitude (g = 980.6199 gals.).
 CV0673
 CV0673.The modeled gravity was interpolated from observed gravity values.
 CV0673
 CV0673;                    North         East    Units  Estimated Accuracy
 CV0673;SPC NM E     -   145,940.      250,740.      MT  (+/- 180 meters Scaled)
 CV0673
 CV0673                          SUPERSEDED SURVEY CONTROL
 CV0673
 CV0673  NGVD 29 (??/??/92) 1021.215  (m)         3350.44   (f) ADJ UNCH    1 1
 CV0673
 CV0673.Superseded values are not recommended for survey control.
 CV0673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0673.See file dsdata.txt to determine how the superseded data were derived.
 CV0673
 CV0673_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFR484762(NAD 83)
 CV0673_MARKER: DB = BENCH MARK DISK
 CV0673_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CV0673_SP_SET: 35 FEET
 CV0673_STAMPING: F 354 1977
 CV0673_MARK LOGO: NGS   
 CV0673_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CV0673
 CV0673  HISTORY     - Date     Condition        Report By
 CV0673  HISTORY     - 1977     MONUMENTED       NGS
 CV0673  HISTORY     - 1982     GOOD             NGS
 CV0673
 CV0673                          STATION DESCRIPTION
 CV0673
 CV0673'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CV0673'22.7 MI SW FROM EUNICE.
 CV0673'2.5 MILES SOUTH ALONG STATE HIGHWAY LOOP 18 FROM THE JUNCTION OF
 CV0673'STATE HIGHWAY 8 AND 176 (TEXAS AVENUE) AT EUNICE, THENCE 19.2 MILES
 CV0673'IN A WESTERLY DIRECTION ALONG A PAVED ROAD LOCALLY KNOWN AS THE
 CV0673'DELAWARE BASIN ROAD, THENCE 1.0 MILE SOUTHWEST ALONG A GRAVEL ROAD,
 CV0673'AT THE JUNCTION OF A DIRT ROAD LEADING IN A EASTERLY DIRECTION,
 CV0673'58 FEET EAST OF THE CENTER LINE OF THE DIRT ROAD LEADING SOUTHWEST,
 CV0673'86 FEET NORTHEAST OF THE CENTER OF THE JUNCTION OF THE GRAVEL AND
 CV0673'DIRT ROADS, 3 FEET NORTH OF A METAL WITNESS POST,
 CV0673'DISK IS 0.4 FOOT BELOW THE SURFACE OF THE GROUND ACCESS TO WHICH IS
 CV0673'HAD THROUGH A 4 INCH PLASTIC SCREW CAP FLUSH WITH THE GROUND.
 CV0673
 CV0673                          STATION RECOVERY (1982)
 CV0673
 CV0673'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CV0673'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0709 ***********************************************************************
 CV0709  DESIGNATION -  F 355
 CV0709  PID         -  CV0709
 CV0709  STATE/COUNTY-  NM/LEA
 CV0709  USGS QUAD   -  GRAMA RIDGE (1984)
 CV0709
 CV0709                         *CURRENT SURVEY CONTROL
 CV0709  ___________________________________________________________________
 CV0709* NAD 83(1986)-  32 28 51.     (N)    103 31 33.     (W)     SCALED    
 CV0709* NAVD 88     -      1146.046  (meters)    3759.99   (feet)  ADJUSTED  
 CV0709  ___________________________________________________________________
 CV0709  GEOID HEIGHT-         -23.17  (meters)                     GEOID03
 CV0709  DYNAMIC HT  -        1144.410 (meters)    3754.62  (feet)  COMP
 CV0709  MODELED GRAV-     979,171.2   (mgal)                       NAVD 88
 CV0709
 CV0709  VERT ORDER  -  FIRST     CLASS I
 CV0709
 CV0709.The horizontal coordinates were scaled from a topographic map and have
 CV0709.an estimated accuracy of +/- 6 seconds.
 CV0709
 CV0709.The orthometric height was determined by differential leveling
 CV0709.and adjusted by the National Geodetic Survey in June 1991..
 CV0709
 CV0709.The geoid height was determined by GEOID03.
 CV0709
 CV0709.The dynamic height is computed by dividing the NAVD 88
 CV0709.geopotential number by the normal gravity value computed on the
 CV0709.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0709.degrees latitude (g = 980.6199 gals.).
 CV0709
 CV0709.The modeled gravity was interpolated from observed gravity values.
 CV0709
 CV0709;                    North         East    Units  Estimated Accuracy
 CV0709;SPC NM E     -   164,470.      240,900.      MT  (+/- 180 meters Scaled)
 CV0709
 CV0709                          SUPERSEDED SURVEY CONTROL
 CV0709
 CV0709  NGVD 29 (??/??/92) 1145.556  (m)         3758.38   (f) ADJ UNCH    1 1
 CV0709
 CV0709.Superseded values are not recommended for survey control.
 CV0709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0709.See file dsdata.txt to determine how the superseded data were derived.
 CV0709
 CV0709_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFR385946(NAD 83)
 CV0709_MARKER: DB = BENCH MARK DISK
 CV0709_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CV0709_SP_SET: 9 FT.
 CV0709_STAMPING: F 355 1977
 CV0709_MARK LOGO: NGS   
 CV0709_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CV0709
 CV0709  HISTORY     - Date     Condition        Report By
 CV0709  HISTORY     - 1977     MONUMENTED       NGS
 CV0709  HISTORY     - 1982     GOOD             NGS
 CV0709
 CV0709                          STATION DESCRIPTION
 CV0709
 CV0709'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CV0709'38.5 MI SW FROM HOBBS.
 CV0709'28.1 MILES SOUTHWEST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE JUNCTION
 CV0709'OF TURNER STREET, THENCE 7.05 MILES SOUTH ALONG A DIRT ROAD, THENCE
 CV0709'0.15 MILE EAST ALONG STATE HIGHWAY 176, THENCE 0.9 MILE SOUTH ALONG
 CV0709'A DIRT ROAD, THENCE 2.3 MILES SOUTH ALONG A DIRT TRACK ROAD, 0.9 MILE
 CV0709'SOUTH OF AN EAST-WEST FENCE LINE AND A GATE ACROSS THE ROAD, ABOUT
 CV0709'300 FT. NORTHWEST OF A DRILL HOLE TEST PIPE WHICH PROJECTS 9 FT.
 CV0709'ABOVE THR GROUND, ABOUT 79 FT. NORTHEAST OF A LOW SPOT IN THE ROAD,
 CV0709'44.5 FT. EAST OF THE CENTER LINE OF THE ROAD, THE DISK IS 0.3 FT.
 CV0709'BELOW THE LEVEL OF THE GROUND, ACCESS TO WHICH IS HAD THROUGH A 4-INCH
 CV0709'PLASTIC SCREW PLUG FLUSH WITH THE GROUND.
 CV0709
 CV0709                          STATION RECOVERY (1982)
 CV0709
 CV0709'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CV0709'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0494 ***********************************************************************
 EQ0494  DESIGNATION -  F 356
 EQ0494  PID         -  EQ0494
 EQ0494  STATE/COUNTY-  NM/SOCORRO
 EQ0494  USGS QUAD   -  SOCORRO (1979)
 EQ0494
 EQ0494                         *CURRENT SURVEY CONTROL
 EQ0494  ___________________________________________________________________
 EQ0494* NAD 83(1986)-  34 00 33.     (N)    106 56 31.     (W)     SCALED    
 EQ0494* NAVD 88     -      1555.946  (meters)    5104.80   (feet)  ADJUSTED  
 EQ0494  ___________________________________________________________________
 EQ0494  GEOID HEIGHT-         -22.19  (meters)                     GEOID03
 EQ0494  DYNAMIC HT  -        1553.692 (meters)    5097.40  (feet)  COMP
 EQ0494  MODELED GRAV-     979,133.6   (mgal)                       NAVD 88
 EQ0494
 EQ0494  VERT ORDER  -  FIRST     CLASS I
 EQ0494
 EQ0494.The horizontal coordinates were scaled from a topographic map and have
 EQ0494.an estimated accuracy of +/- 6 seconds.
 EQ0494
 EQ0494.The orthometric height was determined by differential leveling
 EQ0494.and adjusted by the National Geodetic Survey in June 1991..
 EQ0494
 EQ0494.The geoid height was determined by GEOID03.
 EQ0494
 EQ0494.The dynamic height is computed by dividing the NAVD 88
 EQ0494.geopotential number by the normal gravity value computed on the
 EQ0494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0494.degrees latitude (g = 980.6199 gals.).
 EQ0494
 EQ0494.The modeled gravity was interpolated from observed gravity values.
 EQ0494
 EQ0494;                    North         East    Units  Estimated Accuracy
 EQ0494;SPC NM C     -   333,890.      436,090.      MT  (+/- 180 meters Scaled)
 EQ0494
 EQ0494                          SUPERSEDED SURVEY CONTROL
 EQ0494
 EQ0494  NGVD 29 (??/??/92) 1555.202  (m)         5102.36   (f) ADJ UNCH    1 1
 EQ0494
 EQ0494.Superseded values are not recommended for survey control.
 EQ0494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0494.See file dsdata.txt to determine how the superseded data were derived.
 EQ0494
 EQ0494_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT206648(NAD 83)
 EQ0494_MARKER: DB = BENCH MARK DISK
 EQ0494_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EQ0494_SP_SET: STAINLESS STEEL ROD
 EQ0494_STAMPING: F 356 1978
 EQ0494_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EQ0494
 EQ0494  HISTORY     - Date     Condition        Report By
 EQ0494  HISTORY     - 1978     MONUMENTED       NGS
 EQ0494  HISTORY     - 20060831 GOOD             GEOCAC
 EQ0494
 EQ0494                          STATION DESCRIPTION
 EQ0494
 EQ0494'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 EQ0494'4.8 MI WEST FROM SOCORRO.
 EQ0494'4.8 MILES WEST ALONG U.S. HIGHWAY 60 FROM THE POST OFFICE IN SOCORRO.
 EQ0494'AT A HIGHWAY SPEED LIMIT SIGN FOR THE EAST BOUND TRAFFIC, 105 FEET
 EQ0494'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY AND 1 FOOT SOUTHEAST OF
 EQ0494'THE SOUTHERLY RIGHT OF WAY FENCE.  DISK IS SET LEVEL WITH THE GROUND,
 EQ0494'ACCESS TO WHICH IS TO BE HAD THROUGH A 4 INCH PLASTIC SCREW PLUG.
 EQ0494
 EQ0494                          STATION RECOVERY (2006)
 EQ0494
 EQ0494'RECOVERY NOTE BY GEOCACHING 2006 (BMC)
 EQ0494'THE SPEED LIMIT SIGN IS GONE.  HANDHELD COORDINATES ARE
 EQ0494'34 00.518N
 EQ0494'106 56.571W
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0514 ***********************************************************************
 EQ0514  DESIGNATION -  F 357
 EQ0514  PID         -  EQ0514
 EQ0514  STATE/COUNTY-  NM/SOCORRO
 EQ0514  USGS QUAD   -  ARROYO LANDAVASO (1995)
 EQ0514
 EQ0514                         *CURRENT SURVEY CONTROL
 EQ0514  ___________________________________________________________________
 EQ0514* NAD 83(1986)-  34 05 22.     (N)    107 21 30.     (W)     SCALED    
 EQ0514* NAVD 88     -      2102.826  (meters)    6899.02   (feet)  ADJUSTED  
 EQ0514  ___________________________________________________________________
 EQ0514  GEOID HEIGHT-         -21.59  (meters)                     GEOID03
 EQ0514  DYNAMIC HT  -        2099.571 (meters)    6888.34  (feet)  COMP
 EQ0514  MODELED GRAV-     979,012.8   (mgal)                       NAVD 88
 EQ0514
 EQ0514  VERT ORDER  -  FIRST     CLASS I
 EQ0514
 EQ0514.The horizontal coordinates were scaled from a topographic map and have
 EQ0514.an estimated accuracy of +/- 6 seconds.
 EQ0514
 EQ0514.The orthometric height was determined by differential leveling
 EQ0514.and adjusted by the National Geodetic Survey in June 1991..
 EQ0514
 EQ0514.The geoid height was determined by GEOID03.
 EQ0514
 EQ0514.The dynamic height is computed by dividing the NAVD 88
 EQ0514.geopotential number by the normal gravity value computed on the
 EQ0514.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0514.degrees latitude (g = 980.6199 gals.).
 EQ0514
 EQ0514.The modeled gravity was interpolated from observed gravity values.
 EQ0514
 EQ0514;                    North         East    Units  Estimated Accuracy
 EQ0514;SPC NM C     -   343,130.      397,720.      MT  (+/- 180 meters Scaled)
 EQ0514
 EQ0514                          SUPERSEDED SURVEY CONTROL
 EQ0514
 EQ0514  NGVD 29 (??/??/92) 2101.892  (m)         6895.96   (f) ADJ UNCH    1 1
 EQ0514
 EQ0514.Superseded values are not recommended for survey control.
 EQ0514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0514.See file dsdata.txt to determine how the superseded data were derived.
 EQ0514
 EQ0514_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBT824745(NAD 83)
 EQ0514_MARKER: DB = BENCH MARK DISK
 EQ0514_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EQ0514_SP_SET: STAINLESS STEEL ROD
 EQ0514_STAMPING: F 357 1978
 EQ0514_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EQ0514
 EQ0514  HISTORY     - Date     Condition        Report By
 EQ0514  HISTORY     - 1978     MONUMENTED       NGS
 EQ0514
 EQ0514                          STATION DESCRIPTION
 EQ0514
 EQ0514'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 EQ0514'7.3 MI WEST FROM MAGDALENA.
 EQ0514'7.3 MILES WEST ALONG U.S. HIGHWAY 60 FROM THE POST OFFICE IN
 EQ0514'MAGDALENA, AT HIGHWAY MARKER POST NUMBER 106, 264 FEET NORTHEAST OF
 EQ0514'A PIPE CULVERT, 159 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 54
 EQ0514'FEET WEST OF A HIGHWAY RIGHT OF WAY MARKER, NUMBER 83, AND 1 FOOT
 EQ0514'SOUTH OF THE NORTHERLY RIGHT OF WAY FENCE.  DISK IS SET LEVEL WITH
 EQ0514'THE GROUND, ACCESS TO WHICH IS TO BE HAD THROUGH A 4 INCH PLASTIC
 EQ0514'SCREW PLUG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1213 ***********************************************************************
 CX1213  DESIGNATION -  F 358
 CX1213  PID         -  CX1213
 CX1213  STATE/COUNTY-  NM/LUNA
 CX1213  USGS QUAD   -  SPALDING (1964)
 CX1213
 CX1213                         *CURRENT SURVEY CONTROL
 CX1213  ___________________________________________________________________
 CX1213* NAD 83(1986)-  32 26 11.     (N)    107 54 55.     (W)     SCALED    
 CX1213* NAVD 88     -      1439.551  (meters)    4722.93   (feet)  ADJUSTED  
 CX1213  ___________________________________________________________________
 CX1213  GEOID HEIGHT-         -24.35  (meters)                     GEOID03
 CX1213  DYNAMIC HT  -        1437.349 (meters)    4715.70  (feet)  COMP
 CX1213  MODELED GRAV-     979,058.9   (mgal)                       NAVD 88
 CX1213
 CX1213  VERT ORDER  -  FIRST     CLASS II
 CX1213
 CX1213.The horizontal coordinates were scaled from a topographic map and have
 CX1213.an estimated accuracy of +/- 6 seconds.
 CX1213
 CX1213.The orthometric height was determined by differential leveling
 CX1213.and adjusted by the National Geodetic Survey in June 1991..
 CX1213
 CX1213.The geoid height was determined by GEOID03.
 CX1213
 CX1213.The dynamic height is computed by dividing the NAVD 88
 CX1213.geopotential number by the normal gravity value computed on the
 CX1213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX1213.degrees latitude (g = 980.6199 gals.).
 CX1213
 CX1213.The modeled gravity was interpolated from observed gravity values.
 CX1213
 CX1213;                    North         East    Units  Estimated Accuracy
 CX1213;SPC NM W     -   159,260.      822,290.      MT  (+/- 180 meters Scaled)
 CX1213
 CX1213                          SUPERSEDED SURVEY CONTROL
 CX1213
 CX1213.No superseded survey control is available for this station.
 CX1213
 CX1213_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBR258925(NAD 83)
 CX1213_MARKER: DB = BENCH MARK DISK
 CX1213_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CX1213+WITH SETTING: INFORMATION.
 CX1213_SP_SET: SHALLOW SET METAL ROD
 CX1213_STAMPING: F 358 1979
 CX1213_PROJECTION: FLUSH
 CX1213_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX1213_ROD/PIPE-DEPTH: 6.7  meters
 CX1213
 CX1213  HISTORY     - Date     Condition        Report By
 CX1213  HISTORY     - 1979     MONUMENTED       NGS
 CX1213
 CX1213                          STATION DESCRIPTION
 CX1213
 CX1213'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CX1213'23.4 KM NW FROM DEMING.
 CX1213'0.2 KILOMETER (0.1 MILE) EAST ALONG SPRUCE STREET FROM THE POST OFFICE
 CX1213'IN DEMING, THENCE 23.2 KILOMETERS (14.5 MILES) NORTHWEST ALONG U.S.
 CX1213'HIGHWAY 180, 1.1 KILOMETERS (0.7 MILE) NORTHWEST OF A SIDE ROAD
 CX1213'LEADING SOUTHWEST, 26.4 METERS (86.8 FEET) NORTH-NORTHEAST AND ACROSS
 CX1213'THE HIGHWAY FROM MILE MARKER 150, 19.6 METERS (64.5 FEET)
 CX1213'NORTH-NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 49.0 METERS (160.9
 CX1213'FEET) EAST-SOUTHEAST OF THE EAST-SOUTHEAST END OF THE CENTER OF THE
 CX1213'THE EAST GALVANIZED 4-FOOT DRAINAGE PIPE LEADING NORTHEAST UNDER THE
 CX1213'HIGHWAY AND 0.4 METER (1.4 FEET) SOUTH OF A FENCE.  NOTE= REFUSAL WAS
 CX1213'REACHED AT 6.7 METERS (22.0 FEET).  ACCESS TO DISK IS THROUGH A 4-INCH
 CX1213'SCREW PLUG.
 CX1213'THE MARK IS 0.6 METERS  E FROM A WITNESS POST.
 CX1213'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0792 ***********************************************************************
 CY0792  DESIGNATION -  F 359
 CY0792  PID         -  CY0792
 CY0792  STATE/COUNTY-  NM/GRANT
 CY0792  USGS QUAD   -  FORT BAYARD (1992)
 CY0792
 CY0792                         *CURRENT SURVEY CONTROL
 CY0792  ___________________________________________________________________
 CY0792* NAD 83(1986)-  32 46 54.     (N)    108 09 19.     (W)     SCALED    
 CY0792* NAVD 88     -      1837.801  (meters)    6029.52   (feet)  ADJUSTED  
 CY0792  ___________________________________________________________________
 CY0792  GEOID HEIGHT-         -23.49  (meters)                     GEOID03
 CY0792  DYNAMIC HT  -        1834.920 (meters)    6020.07  (feet)  COMP
 CY0792  MODELED GRAV-     979,004.5   (mgal)                       NAVD 88
 CY0792
 CY0792  VERT ORDER  -  FIRST     CLASS II
 CY0792
 CY0792.The horizontal coordinates were scaled from a topographic map and have
 CY0792.an estimated accuracy of +/- 6 seconds.
 CY0792
 CY0792.The orthometric height was determined by differential leveling
 CY0792.and adjusted by the National Geodetic Survey in June 1991..
 CY0792
 CY0792.The geoid height was determined by GEOID03.
 CY0792
 CY0792.The dynamic height is computed by dividing the NAVD 88
 CY0792.geopotential number by the normal gravity value computed on the
 CY0792.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0792.degrees latitude (g = 980.6199 gals.).
 CY0792
 CY0792.The modeled gravity was interpolated from observed gravity values.
 CY0792
 CY0792;                    North         East    Units  Estimated Accuracy
 CY0792;SPC NM W     -   197,590.      799,840.      MT  (+/- 180 meters Scaled)
 CY0792
 CY0792                          SUPERSEDED SURVEY CONTROL
 CY0792
 CY0792.No superseded survey control is available for this station.
 CY0792
 CY0792_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYB664306(NAD 83)
 CY0792_MARKER: DB = BENCH MARK DISK
 CY0792_SETTING: 66 = SET IN ROCK OUTCROP
 CY0792_SP_SET: ROCK OUTCROP
 CY0792_STAMPING: F 359 1980
 CY0792_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CY0792+STABILITY: POSITION/ELEVATION WELL
 CY0792
 CY0792  HISTORY     - Date     Condition        Report By
 CY0792  HISTORY     - 1980     MONUMENTED       NGS
 CY0792
 CY0792                          STATION DESCRIPTION
 CY0792
 CY0792'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CY0792'11.8 KM SE FROM SILVER CITY.
 CY0792'1.1 KILOMETERS (0.7 MILE) NORTH ALONG HUDSON STREET (STATE HIGHWAY 90)
 CY0792'FROM THE POST OFFICE IN SILVER CITY, THENCE 10.8 KILOMETERS (6.8
 CY0792'MILES) SOUTHEAST ALONG U.S. HIGHWAY 180, 0.2 KILOMETER (0.1 MILE)
 CY0792'NORTHWEST OF A CROSSROAD, 24.8 METERS (81.3 FEET) SOUTHEAST OF THE
 CY0792'CENTERLINE OF THE SOUTH-BOUND LANES OF THE HIGHWAY AND 8.3 METERS
 CY0792'(27.2 FEET) NORTHWEST OF A FENCE.
 CY0792'THE MARK IS 0.4 METERS  NNW FROM A WITNESS POST.
 CY0792'THE MARK IS 1.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0358 ***********************************************************************
 DT0358  DESIGNATION -  F 36
 DT0358  PID         -  DT0358
 DT0358  STATE/COUNTY-  NM/GRANT
 DT0358  USGS QUAD   -  BIG LUE MOUNTAINS (1989)
 DT0358
 DT0358                         *CURRENT SURVEY CONTROL
 DT0358  ___________________________________________________________________
 DT0358* NAD 83(1986)-  33 06 26.     (N)    109 01 56.     (W)     SCALED    
 DT0358* NAVD 88     -      1781.548  (meters)    5844.96   (feet)  ADJUSTED  
 DT0358  ___________________________________________________________________
 DT0358  GEOID HEIGHT-         -24.69  (meters)                     GEOID03
 DT0358  DYNAMIC HT  -        1778.802 (meters)    5835.95  (feet)  COMP
 DT0358  MODELED GRAV-     979,033.3   (mgal)                       NAVD 88
 DT0358
 DT0358  VERT ORDER  -  SECOND    CLASS 0
 DT0358
 DT0358.The horizontal coordinates were scaled from a topographic map and have
 DT0358.an estimated accuracy of +/- 6 seconds.
 DT0358
 DT0358.The orthometric height was determined by differential leveling
 DT0358.and adjusted by the National Geodetic Survey in June 1991..
 DT0358
 DT0358.The geoid height was determined by GEOID03.
 DT0358
 DT0358.The dynamic height is computed by dividing the NAVD 88
 DT0358.geopotential number by the normal gravity value computed on the
 DT0358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0358.degrees latitude (g = 980.6199 gals.).
 DT0358
 DT0358.The modeled gravity was interpolated from observed gravity values.
 DT0358
 DT0358;                    North         East    Units  Estimated Accuracy
 DT0358;SPC NM W     -   234,290.      718,100.      MT  (+/- 180 meters Scaled)
 DT0358
 DT0358                          SUPERSEDED SURVEY CONTROL
 DT0358
 DT0358  NGVD 29 (??/??/92) 1780.664  (m)         5842.06   (f) ADJ UNCH    2 0
 DT0358
 DT0358.Superseded values are not recommended for survey control.
 DT0358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0358.See file dsdata.txt to determine how the superseded data were derived.
 DT0358
 DT0358_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB836648(NAD 83)
 DT0358_MARKER: DB = BENCH MARK DISK
 DT0358_SETTING: 66 = SET IN ROCK OUTCROP
 DT0358_SP_SET: BROWN ROCK
 DT0358_STAMPING: F 36 1934
 DT0358_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DT0358+STABILITY: POSITION/ELEVATION WELL
 DT0358
 DT0358  HISTORY     - Date     Condition        Report By
 DT0358  HISTORY     - 1934     MONUMENTED       CGS
 DT0358  HISTORY     - 1965     MARK NOT FOUND   USGS
 DT0358
 DT0358                          STATION DESCRIPTION
 DT0358
 DT0358'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DT0358'5.7 MI W FROM MULE CREEK.
 DT0358'ON STATE HWY. NO. 78, 1.0 MILE EAST OF NEW MEXICO AND ARIZ. STATE
 DT0358'LINE, 320 FT. WEST OF LARGE RIDGE AND CUT IN HWY., 110 FT. WEST OF
 DT0358'SMALL DRAIN CULVERT, 30 FT. WEST OF GRAVEL PIT, 17 FT. NORTH OF CENTER
 DT0358'LINE OF HWY. ON REDDISH BROWN ROCK.
 DT0358
 DT0358                          STATION RECOVERY (1965)
 DT0358
 DT0358'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 DT0358'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0359 ***********************************************************************
 DT0359  DESIGNATION -  F 36 RESET
 DT0359  PID         -  DT0359
 DT0359  STATE/COUNTY-  NM/GRANT
 DT0359  USGS QUAD   -  BIG LUE MOUNTAINS (1989)
 DT0359
 DT0359                         *CURRENT SURVEY CONTROL
 DT0359  ___________________________________________________________________
 DT0359* NAD 83(1986)-  33 06 26.     (N)    109 01 56.     (W)     SCALED    
 DT0359* NAVD 88     -      1783.48   (+/-2cm)    5851.3    (feet)  VERTCON   
 DT0359  ___________________________________________________________________
 DT0359  GEOID HEIGHT-         -24.69  (meters)                     GEOID03
 DT0359
 DT0359  VERT ORDER  -  THIRD (See Below)
 DT0359
 DT0359.The horizontal coordinates were scaled from a topographic map and have
 DT0359.an estimated accuracy of +/- 6 seconds.
 DT0359
 DT0359.The NAVD 88 height was computed by applying the VERTCON shift value to
 DT0359.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DT0359.The vertical order pertains to the NGVD 29 superseded value.
 DT0359
 DT0359.The geoid height was determined by GEOID03.
 DT0359
 DT0359;                    North         East    Units  Estimated Accuracy
 DT0359;SPC NM W     -   234,290.      718,100.      MT  (+/- 180 meters Scaled)
 DT0359
 DT0359                          SUPERSEDED SURVEY CONTROL
 DT0359
 DT0359  NGVD 29 (??/??/??) 1782.60   (m)         5848.4    (f) RESET       3  
 DT0359
 DT0359.Superseded values are not recommended for survey control.
 DT0359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0359.See file dsdata.txt to determine how the superseded data were derived.
 DT0359
 DT0359_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB836648(NAD 83)
 DT0359_MARKER: DB = BENCH MARK DISK
 DT0359_SETTING: 66 = SET IN ROCK OUTCROP
 DT0359_SP_SET: BROWN ROCK
 DT0359_STAMPING: F 36 RESET 1964
 DT0359_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DT0359+STABILITY: POSITION/ELEVATION WELL
 DT0359
 DT0359  HISTORY     - Date     Condition        Report By
 DT0359  HISTORY     - 1964     MONUMENTED       NMHD
 DT0359
 DT0359                          STATION DESCRIPTION
 DT0359
 DT0359'DESCRIBED BY NM HIGHWAY DEPT 1964
 DT0359'5.7 MI W FROM MULE CREEK.
 DT0359'ABOUT 5.7 MILES WEST ALONG STATE HIGHWAY 78 FROM MULE CREEK, ABOUT 1.0
 DT0359'MILE EAST OF THE NEW MEXICO-ARIZONA STATE LINE, ABOUT 320 FEET WEST OF
 DT0359'A LARGE RIDGE AND OUT IN THE HIGHWAY, ABOUT 110 FEET WEST OF A SMALL
 DT0359'DRAIN CULVERT, 30 FEET WEST OF A GRAVEL PIT, 17 FEET NORTH OF THE
 DT0359'CENTERLINE OF THE HIGHWAY, AND IN THE TOP OF A REDDISH-BROWN ROCK. NEW
 DT0359'BENCH MARK IS 24 FEET NORTH OF ORIGINAL MARK AND 42 FEET NORTH OF THE
 DT0359'CENTERLINE OF THE HIGHWAY, AT STATION 750+35.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0767 ***********************************************************************
 CY0767  DESIGNATION -  F 360
 CY0767  PID         -  CY0767
 CY0767  STATE/COUNTY-  NM/GRANT
 CY0767  USGS QUAD   -  CIRCLE MESA (1992)
 CY0767
 CY0767                         *CURRENT SURVEY CONTROL
 CY0767  ___________________________________________________________________
 CY0767* NAD 83(1986)-  32 49 11.     (N)    108 29 55.     (W)     SCALED    
 CY0767* NAVD 88     -      1480.043  (meters)    4855.77   (feet)  ADJUSTED  
 CY0767  ___________________________________________________________________
 CY0767  GEOID HEIGHT-         -24.43  (meters)                     GEOID03
 CY0767  DYNAMIC HT  -        1477.780 (meters)    4848.35  (feet)  COMP
 CY0767  MODELED GRAV-     979,057.7   (mgal)                       NAVD 88
 CY0767
 CY0767  VERT ORDER  -  FIRST     CLASS II
 CY0767
 CY0767.The horizontal coordinates were scaled from a topographic map and have
 CY0767.an estimated accuracy of +/- 6 seconds.
 CY0767
 CY0767.The orthometric height was determined by differential leveling
 CY0767.and adjusted by the National Geodetic Survey in June 1991..
 CY0767
 CY0767.The geoid height was determined by GEOID03.
 CY0767
 CY0767.The dynamic height is computed by dividing the NAVD 88
 CY0767.geopotential number by the normal gravity value computed on the
 CY0767.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0767.degrees latitude (g = 980.6199 gals.).
 CY0767
 CY0767.The modeled gravity was interpolated from observed gravity values.
 CY0767
 CY0767;                    North         East    Units  Estimated Accuracy
 CY0767;SPC NM W     -   201,960.      767,710.      MT  (+/- 180 meters Scaled)
 CY0767
 CY0767                          SUPERSEDED SURVEY CONTROL
 CY0767
 CY0767.No superseded survey control is available for this station.
 CY0767
 CY0767_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYB341340(NAD 83)
 CY0767_MARKER: DB = BENCH MARK DISK
 CY0767_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CY0767_SP_SET: SMALL BRIDGE
 CY0767_STAMPING: F 360 1980
 CY0767_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0767+STABILITY: SURFACE MOTION
 CY0767
 CY0767  HISTORY     - Date     Condition        Report By
 CY0767  HISTORY     - 1980     MONUMENTED       NGS
 CY0767
 CY0767                          STATION DESCRIPTION
 CY0767
 CY0767'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CY0767'20.3 KM SE FROM CLIFF.
 CY0767'20.3 KILOMETERS (12.6 MILES) SOUTHEAST ALONG U.S. HIGHWAY 180 FROM
 CY0767'THE POST OFFICE IN CLIFF, 0.2 KILOMETER (0.1 MILE) NORTHWEST OF A
 CY0767'TRACK ROAD LEADING NORTH-NORTHEAST FROM A BRIDGE NUMBERED 6495, 80.0
 CY0767'METERS (266.5 FEET)SOUTHEAST OF MILEMARKER 97, 26.1 METERS (85.8 FEET)
 CY0767'WEST OF THE EAST END OF A GUARDRAIL, 4.8 METERS (15.0 FEET) NORTH-
 CY0767'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY AND 2.5 METERS (8.3 FEET)
 CY0767'NORTH-NORTHWEST OF THE EAST-SOUTHEAST END OF THE BRIDGE.
 CY0767'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0509 ***********************************************************************
 DT0509  DESIGNATION -  F 361
 DT0509  PID         -  DT0509
 DT0509  STATE/COUNTY-  NM/CATRON
 DT0509  USGS QUAD   -  RESERVE (1965)
 DT0509
 DT0509                         *CURRENT SURVEY CONTROL
 DT0509  ___________________________________________________________________
 DT0509* NAD 83(1986)-  33 40 37.     (N)    108 51 57.     (W)     SCALED    
 DT0509* NAVD 88     -      1912.308  (meters)    6273.96   (feet)  ADJUSTED  
 DT0509  ___________________________________________________________________
 DT0509  GEOID HEIGHT-         -22.85  (meters)                     GEOID03
 DT0509  DYNAMIC HT  -        1909.348 (meters)    6264.25  (feet)  COMP
 DT0509  MODELED GRAV-     979,021.0   (mgal)                       NAVD 88
 DT0509
 DT0509  VERT ORDER  -  FIRST     CLASS II
 DT0509
 DT0509.The horizontal coordinates were scaled from a topographic map and have
 DT0509.an estimated accuracy of +/- 6 seconds.
 DT0509
 DT0509.The orthometric height was determined by differential leveling
 DT0509.and adjusted by the National Geodetic Survey in June 1991..
 DT0509
 DT0509.The geoid height was determined by GEOID03.
 DT0509
 DT0509.The dynamic height is computed by dividing the NAVD 88
 DT0509.geopotential number by the normal gravity value computed on the
 DT0509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0509.degrees latitude (g = 980.6199 gals.).
 DT0509
 DT0509.The modeled gravity was interpolated from observed gravity values.
 DT0509
 DT0509;                    North         East    Units  Estimated Accuracy
 DT0509;SPC NM W     -   297,310.      734,260.      MT  (+/- 180 meters Scaled)
 DT0509
 DT0509                          SUPERSEDED SURVEY CONTROL
 DT0509
 DT0509.No superseded survey control is available for this station.
 DT0509
 DT0509_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC978283(NAD 83)
 DT0509_MARKER: DB = BENCH MARK DISK
 DT0509_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DT0509+WITH SETTING: INFORMATION.
 DT0509_SP_SET: SHALLOW SET METAL ROD
 DT0509_STAMPING: F 361 1980
 DT0509_PROJECTION: FLUSH
 DT0509_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DT0509_ROD/PIPE-DEPTH: 2.1  meters
 DT0509
 DT0509  HISTORY     - Date     Condition        Report By
 DT0509  HISTORY     - 1980     MONUMENTED       NGS
 DT0509
 DT0509                          STATION DESCRIPTION
 DT0509
 DT0509'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 DT0509'13.2 KM NE FROM RESERVE.
 DT0509'0.2 KILOMETER (0.1 MILE) NORTH ALONG STATE HIGHWAY 435 FROM THE CATRON
 DT0509'COUNTY COURTHOUSE IN RESERVE, THENCE 11.3 KILOMETERS (7.0 MILES) WEST-
 DT0509'SOUTHWEST ALONG STATE HIGHWAY 12, THENCE 1.7 KILOMETERS (1.0 MILE)
 DT0509'SOUTH-SOUTHWEST ALONG U.S. HIGHWAY 180, 25.0 METERS (82.0 FEET) EAST
 DT0509'OF THE CENTERLINE OF THE HIGHWAY AND 0.5 METER (1.6 FEET) WEST OF A
 DT0509'FENCE.  NOTE=REFUSAL WAS REACHED AT 2.1 METERS (7.0 FEET).  ACCESS TO
 DT0509'DISK IS THROUGH A 4-INCH SCREW PLUG.
 DT0509'THE MARK IS 0.5 METERS  N FROM A WITNESS POST.
 DT0509'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1207 ***********************************************************************
 CX1207  DESIGNATION -  F 362
 CX1207  PID         -  CX1207
 CX1207  STATE/COUNTY-  NM/LUNA
 CX1207  USGS QUAD   -  SPALDING (1964)
 CX1207
 CX1207                         *CURRENT SURVEY CONTROL
 CX1207  ___________________________________________________________________
 CX1207* NAD 83(1986)-  32 28 56.     (N)    107 57 51.     (W)     SCALED    
 CX1207* NAVD 88     -      1466.709  (meters)    4812.03   (feet)  ADJUSTED  
 CX1207  ___________________________________________________________________
 CX1207  GEOID HEIGHT-         -24.30  (meters)                     GEOID03
 CX1207  DYNAMIC HT  -        1464.458 (meters)    4804.64  (feet)  COMP
 CX1207  MODELED GRAV-     979,052.7   (mgal)                       NAVD 88
 CX1207
 CX1207  VERT ORDER  -  FIRST     CLASS II
 CX1207
 CX1207.The horizontal coordinates were scaled from a topographic map and have
 CX1207.an estimated accuracy of +/- 6 seconds.
 CX1207
 CX1207.The orthometric height was determined by differential leveling
 CX1207.and adjusted by the National Geodetic Survey in June 1991..
 CX1207
 CX1207.The geoid height was determined by GEOID03.
 CX1207
 CX1207.The dynamic height is computed by dividing the NAVD 88
 CX1207.geopotential number by the normal gravity value computed on the
 CX1207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX1207.degrees latitude (g = 980.6199 gals.).
 CX1207
 CX1207.The modeled gravity was interpolated from observed gravity values.
 CX1207
 CX1207;                    North         East    Units  Estimated Accuracy
 CX1207;SPC NM W     -   164,350.      817,700.      MT  (+/- 180 meters Scaled)
 CX1207
 CX1207                          SUPERSEDED SURVEY CONTROL
 CX1207
 CX1207.No superseded survey control is available for this station.
 CX1207
 CX1207_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBR214977(NAD 83)
 CX1207_MARKER: DB = BENCH MARK DISK
 CX1207_SETTING: 80 = SET IN A BOULDER
 CX1207_SP_SET: BOULDER
 CX1207_STAMPING: F 362 1980
 CX1207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX1207+STABILITY: SURFACE MOTION
 CX1207
 CX1207  HISTORY     - Date     Condition        Report By
 CX1207  HISTORY     - 1980     MONUMENTED       NGS
 CX1207
 CX1207                          STATION DESCRIPTION
 CX1207
 CX1207'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CX1207'30.2 KM NW FROM DEMING.
 CX1207'0.2 KILOMETER (0.1 MILE) EAST ALONG SPRUCE STREET FROM THE POST
 CX1207'OFFICE IN DEMING, THENCE 30.0 KILOMETER (18.7 MILES) NORTHWEST ALONG
 CX1207'U. S. HIGHWAY 180, 0.4 KILOMETER (0.2 MILE) NORTHWEST OF MILE POST
 CX1207'146, 17.3 METERS (56.7 FEET) NORTHWEST OF THE CENTER OF THE
 CX1207'HIGHWAY AND 2.8 METERS (9.3 FEET) SOUTHWEST OF A BARBED WIRE FENCE.
 CX1207'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 CX1207'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0553 ***********************************************************************
 DT0553  DESIGNATION -  F 363
 DT0553  PID         -  DT0553
 DT0553  STATE/COUNTY-  NM/GRANT
 DT0553  USGS QUAD   -  MOON RANCH (1965)
 DT0553
 DT0553                         *CURRENT SURVEY CONTROL
 DT0553  ___________________________________________________________________
 DT0553* NAD 83(1986)-  33 11 01.     (N)    108 49 49.     (W)     SCALED    
 DT0553* NAVD 88     -      1588.193  (meters)    5210.60   (feet)  ADJUSTED  
 DT0553  ___________________________________________________________________
 DT0553  GEOID HEIGHT-         -24.32  (meters)                     GEOID03
 DT0553  DYNAMIC HT  -        1585.785 (meters)    5202.70  (feet)  COMP
 DT0553  MODELED GRAV-     979,065.8   (mgal)                       NAVD 88
 DT0553
 DT0553  VERT ORDER  -  FIRST     CLASS II
 DT0553
 DT0553.The horizontal coordinates were scaled from a topographic map and have
 DT0553.an estimated accuracy of +/- 6 seconds.
 DT0553
 DT0553.The orthometric height was determined by differential leveling
 DT0553.and adjusted by the National Geodetic Survey in June 1991..
 DT0553
 DT0553.The geoid height was determined by GEOID03.
 DT0553
 DT0553.The dynamic height is computed by dividing the NAVD 88
 DT0553.geopotential number by the normal gravity value computed on the
 DT0553.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0553.degrees latitude (g = 980.6199 gals.).
 DT0553
 DT0553.The modeled gravity was interpolated from observed gravity values.
 DT0553
 DT0553;                    North         East    Units  Estimated Accuracy
 DT0553;SPC NM W     -   242,560.      737,030.      MT  (+/- 180 meters Scaled)
 DT0553
 DT0553                          SUPERSEDED SURVEY CONTROL
 DT0553
 DT0553.No superseded survey control is available for this station.
 DT0553
 DT0553_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYB022737(NAD 83)
 DT0553_MARKER: DB = BENCH MARK DISK
 DT0553_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DT0553+WITH SETTING: INFORMATION.
 DT0553_SP_SET: SHALLOW SET METAL ROD
 DT0553_STAMPING: F 363 1980
 DT0553_PROJECTION: FLUSH
 DT0553_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DT0553_ROD/PIPE-DEPTH: 1.2  meters
 DT0553
 DT0553  HISTORY     - Date     Condition        Report By
 DT0553  HISTORY     - 1980     MONUMENTED       NGS
 DT0553
 DT0553                          STATION DESCRIPTION
 DT0553
 DT0553'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 DT0553'20.5 KM SOUTH FROM GLENWOOD.
 DT0553'20.5 KILOMETERS (12.7 MILES) SOUTH ALONG U.S. HIGHWAY 180 FROM THE
 DT0553'POST OFFICE IN GLENWOOD, 94.5 METERS (310.0 FEET) WEST OF THE LEOPOLD
 DT0553'VISTA HISTORICAL MONUMENT, 30.2 METERS (99.1 FEET) NORTH-NORTHEAST OF
 DT0553'THE CENTERLINE OF THE HIGHWAY, 1.0 METER (3.2 FEET) WEST-NORTHWEST OF
 DT0553'A FENCE CORNER, 0.5 METER (1.7 FEET)  SOUTH-SOUTHWEST OF A BARBED
 DT0553'WIRE FENCE.  ACCESS TO THE DISK IS THROUGH A 4-INCH SCREW PLUG.
 DT0553'NOTE=REFUSAL WAS REACHED AT 1.2 METERS (3.5 FEET).
 DT0553'THE MARK IS 0.6 METERS  ESE FROM A WITNESS POST.
 DT0553'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0537 ***********************************************************************
 DT0537  DESIGNATION -  F 364
 DT0537  PID         -  DT0537
 DT0537  STATE/COUNTY-  NM/CATRON
 DT0537  USGS QUAD   -  GLENWOOD (1965)
 DT0537
 DT0537                         *CURRENT SURVEY CONTROL
 DT0537  ___________________________________________________________________
 DT0537* NAD 83(1986)-  33 19 39.     (N)    108 53 17.     (W)     SCALED    
 DT0537* NAVD 88     -      1510.599  (meters)    4956.02   (feet)  ADJUSTED  
 DT0537  ___________________________________________________________________
 DT0537  GEOID HEIGHT-         -24.04  (meters)                     GEOID03
 DT0537  DYNAMIC HT  -        1508.312 (meters)    4948.52  (feet)  COMP
 DT0537  MODELED GRAV-     979,071.4   (mgal)                       NAVD 88
 DT0537
 DT0537  VERT ORDER  -  FIRST     CLASS II
 DT0537
 DT0537.The horizontal coordinates were scaled from a topographic map and have
 DT0537.an estimated accuracy of +/- 6 seconds.
 DT0537
 DT0537.The orthometric height was determined by differential leveling
 DT0537.and adjusted by the National Geodetic Survey in June 1991..
 DT0537
 DT0537.The geoid height was determined by GEOID03.
 DT0537
 DT0537.The dynamic height is computed by dividing the NAVD 88
 DT0537.geopotential number by the normal gravity value computed on the
 DT0537.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0537.degrees latitude (g = 980.6199 gals.).
 DT0537
 DT0537.The modeled gravity was interpolated from observed gravity values.
 DT0537
 DT0537;                    North         East    Units  Estimated Accuracy
 DT0537;SPC NM W     -   258,570.      731,810.      MT  (+/- 180 meters Scaled)
 DT0537
 DT0537                          SUPERSEDED SURVEY CONTROL
 DT0537
 DT0537.No superseded survey control is available for this station.
 DT0537
 DT0537_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB965895(NAD 83)
 DT0537_MARKER: R = RIVET
 DT0537_SETTING: 80 = SET IN A BOULDER
 DT0537_SP_SET: BOULDER
 DT0537_STAMPING: F 364 1980
 DT0537_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DT0537+STABILITY: SURFACE MOTION
 DT0537
 DT0537  HISTORY     - Date     Condition        Report By
 DT0537  HISTORY     - 1980     MONUMENTED       NGS
 DT0537
 DT0537                          STATION DESCRIPTION
 DT0537
 DT0537'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 DT0537'1.6 KM NW FROM GLENWOOD.
 DT0537'1.6 KILOMETERS (1.O MILE) NORTHWEST ALONG U. S. HIGHWAY 180 FROM
 DT0537'THE POST OFFICE IN GLENWOOD, IN TOP OF A ROCK OUTCROP ON TOP
 DT0537'OF A SMALL KNOLL, 22.9 METERS (75.0 FEET) SOUTH-SOUTHWEST OF THE
 DT0537'CENTER OF THE HIGHWAY, 19.6 METERS (64.2 FEET) EAST-SOUTHEAST OF THE
 DT0537'EAST END OF A CATTLE GUARD AND 5.4 METERS (17.7 FEET) SOUTH-SOUTH
 DT0537'SOUTH-SOUTHWEST OF A WIRE FENCE.
 DT0537'THE MARK IS 0.4 METERS  NE FROM A WITNESS POST.
 DT0537'THE MARK IS 8.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1225 ***********************************************************************
 CX1225  DESIGNATION -  F 365
 CX1225  PID         -  CX1225
 CX1225  STATE/COUNTY-  NM/LUNA
 CX1225  USGS QUAD   -  DEMING WEST (1972)
 CX1225
 CX1225                         *CURRENT SURVEY CONTROL
 CX1225  ___________________________________________________________________
 CX1225* NAD 83(1986)-  32 19 26.     (N)    107 48 37.     (W)     SCALED    
 CX1225* NAVD 88     -      1352.578  (meters)    4437.58   (feet)  ADJUSTED  
 CX1225  ___________________________________________________________________
 CX1225  GEOID HEIGHT-         -24.50  (meters)                     GEOID03
 CX1225  DYNAMIC HT  -        1350.526 (meters)    4430.85  (feet)  COMP
 CX1225  MODELED GRAV-     979,074.9   (mgal)                       NAVD 88
 CX1225
 CX1225  VERT ORDER  -  FIRST     CLASS II
 CX1225
 CX1225.The horizontal coordinates were scaled from a topographic map and have
 CX1225.an estimated accuracy of +/- 6 seconds.
 CX1225
 CX1225.The orthometric height was determined by differential leveling
 CX1225.and adjusted by the National Geodetic Survey in June 1991..
 CX1225
 CX1225.The geoid height was determined by GEOID03.
 CX1225
 CX1225.The dynamic height is computed by dividing the NAVD 88
 CX1225.geopotential number by the normal gravity value computed on the
 CX1225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX1225.degrees latitude (g = 980.6199 gals.).
 CX1225
 CX1225.The modeled gravity was interpolated from observed gravity values.
 CX1225
 CX1225;                    North         East    Units  Estimated Accuracy
 CX1225;SPC NM W     -   146,780.      832,170.      MT  (+/- 180 meters Scaled)
 CX1225
 CX1225                          SUPERSEDED SURVEY CONTROL
 CX1225
 CX1225.No superseded survey control is available for this station.
 CX1225
 CX1225_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBR354798(NAD 83)
 CX1225_MARKER: DB = BENCH MARK DISK
 CX1225_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CX1225+WITH SETTING: INFORMATION.
 CX1225_SP_SET: SHALLOW SET METAL ROD
 CX1225_STAMPING: F 365 1979
 CX1225_PROJECTION: FLUSH
 CX1225_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX1225_ROD/PIPE-DEPTH: 2.7  meters
 CX1225
 CX1225  HISTORY     - Date     Condition        Report By
 CX1225  HISTORY     - 1979     MONUMENTED       NGS
 CX1225
 CX1225                          STATION DESCRIPTION
 CX1225
 CX1225'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CX1225'9.3 KM NW FROM DEMING.
 CX1225'0.2 KILOMETER (0.1 MILE) EAST ALONG SPRUCE STREET FROM THE POST OFFICE
 CX1225'IN DEMING, THENCE 8.1 KILOMETERS (5.1 MILES) NORTHWEST ALONG U.S.
 CX1225'HIGHWAY 180, THENCE 1.3 KILOMETER (0.8 MILE) ON A DIRT ROAD LEADING
 CX1225'WEST, 0.3 KILOMETER (0.2 MILE) SOUTH OF A RANCH HOUSE, 20.5 METERS
 CX1225'(67.2 FEET) SOUTH OF THE CENTER OF A DIRT ROAD LEADING WEST, 12.9
 CX1225'METERS (42.3 FEET) EAST OF THE CENTER OF A ONE LANE DIRT ROAD
 CX1225'LEADING SOUTH AND 1.7 METERS (5.7 FEET) EAST OF A TELEPHONE POLE GUYED
 CX1225'WITH ONE WIRE.  NOTE= REFUSAL WAS REACHED AT 2.7 METERS (9.0 FEET).
 CX1225'ACCESS TO DISK IS THROUGH A 4-INCH SCREW PLUG.
 CX1225'THE MARK IS 0.5 METERS  W FROM A WITNESS POST.
 CX1225'THE MARK IS 0.6 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1271 ***********************************************************************
 CX1271  DESIGNATION -  F 366
 CX1271  PID         -  CX1271
 CX1271  STATE/COUNTY-  NM/SIERRA
 CX1271  USGS QUAD   -  CABALLO (1980)
 CX1271
 CX1271                         *CURRENT SURVEY CONTROL
 CX1271  ___________________________________________________________________
 CX1271* NAD 83(1986)-  32 53 34.     (N)    107 18 42.     (W)     SCALED    
 CX1271* NAVD 88     -      1283.443  (meters)    4210.76   (feet)  ADJUSTED  
 CX1271  ___________________________________________________________________
 CX1271  GEOID HEIGHT-         -23.62  (meters)                     GEOID03
 CX1271  DYNAMIC HT  -        1281.554 (meters)    4204.57  (feet)  COMP
 CX1271  MODELED GRAV-     979,122.7   (mgal)                       NAVD 88
 CX1271
 CX1271  VERT ORDER  -  FIRST     CLASS II
 CX1271
 CX1271.The horizontal coordinates were scaled from a topographic map and have
 CX1271.an estimated accuracy of +/- 6 seconds.
 CX1271
 CX1271.The orthometric height was determined by differential leveling
 CX1271.and adjusted by the National Geodetic Survey in June 1991..
 CX1271
 CX1271.The geoid height was determined by GEOID03.
 CX1271
 CX1271.The dynamic height is computed by dividing the NAVD 88
 CX1271.geopotential number by the normal gravity value computed on the
 CX1271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX1271.degrees latitude (g = 980.6199 gals.).
 CX1271
 CX1271.The modeled gravity was interpolated from observed gravity values.
 CX1271
 CX1271;                    North         East    Units  Estimated Accuracy
 CX1271;SPC NM W     -   209,990.      878,810.      MT  (+/- 180 meters Scaled)
 CX1271
 CX1271                          SUPERSEDED SURVEY CONTROL
 CX1271
 CX1271.No superseded survey control is available for this station.
 CX1271
 CX1271_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBS837417(NAD 83)
 CX1271_MARKER: DB = BENCH MARK DISK
 CX1271_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CX1271_SP_SET: SUPPORT COLUMN
 CX1271_STAMPING: F 366 1980
 CX1271_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CX1271
 CX1271  HISTORY     - Date     Condition        Report By
 CX1271  HISTORY     - 1980     MONUMENTED       NGS
 CX1271
 CX1271                          STATION DESCRIPTION
 CX1271
 CX1271'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CX1271'9.2 KM SE FROM CABALLO.
 CX1271'9.2 KILOMETERS (5.7 MILES) SOUTH ALONG U.S. HIGHWAY 85 FROM THE
 CX1271'POST OFFICE IN CABALLO, SET VERTICALLY IN THE SOUTHWEST FACE OF
 CX1271'THE SOUTHEASTERN MOST CONCRETE SUPPORT COLUMN OF THE COLUMNS IN
 CX1271'THE MEDIAN STRIP OF INTERSTATE HIGHWAY 25, 8.8 METERS (28.9 FEET)
 CX1271'NORTHEAST OF THE CENTERLINE OF THE SOUTHBOUND LANES OF THE HHIGHWAY.
 CX1271'THE MARK IS 1.5 M ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS1044 ***********************************************************************
 DS1044  DESIGNATION -  F 367
 DS1044  PID         -  DS1044
 DS1044  STATE/COUNTY-  NM/SOCORRO
 DS1044  USGS QUAD   -  FORT CRAIG (1980)
 DS1044
 DS1044                         *CURRENT SURVEY CONTROL
 DS1044  ___________________________________________________________________
 DS1044* NAD 83(1986)-  33 38 14.     (N)    107 07 16.     (W)     SCALED    
 DS1044* NAVD 88     -      1465.209  (meters)    4807.11   (feet)  ADJUSTED  
 DS1044  ___________________________________________________________________
 DS1044  GEOID HEIGHT-         -22.82  (meters)                     GEOID03
 DS1044  DYNAMIC HT  -        1463.065 (meters)    4800.07  (feet)  COMP
 DS1044  MODELED GRAV-     979,122.9   (mgal)                       NAVD 88
 DS1044
 DS1044  VERT ORDER  -  FIRST     CLASS II
 DS1044
 DS1044.The horizontal coordinates were scaled from a topographic map and have
 DS1044.an estimated accuracy of +/- 6 seconds.
 DS1044
 DS1044.The orthometric height was determined by differential leveling
 DS1044.and adjusted by the National Geodetic Survey in June 1991..
 DS1044
 DS1044.The geoid height was determined by GEOID03.
 DS1044
 DS1044.The dynamic height is computed by dividing the NAVD 88
 DS1044.geopotential number by the normal gravity value computed on the
 DS1044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS1044.degrees latitude (g = 980.6199 gals.).
 DS1044
 DS1044.The modeled gravity was interpolated from observed gravity values.
 DS1044
 DS1044;                    North         East    Units  Estimated Accuracy
 DS1044;SPC NM C     -   292,760.      419,190.      MT  (+/- 180 meters Scaled)
 DS1044
 DS1044                          SUPERSEDED SURVEY CONTROL
 DS1044
 DS1044.No superseded survey control is available for this station.
 DS1044
 DS1044_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT032239(NAD 83)
 DS1044_MARKER: DB = BENCH MARK DISK
 DS1044_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DS1044_SP_SET: PIER
 DS1044_STAMPING: F 367 1980
 DS1044_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DS1044+STABILITY: POSITION/ELEVATION WELL
 DS1044
 DS1044  HISTORY     - Date     Condition        Report By
 DS1044  HISTORY     - 1980     MONUMENTED       NGS
 DS1044
 DS1044                          STATION DESCRIPTION
 DS1044
 DS1044'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 DS1044'41.5 KM SW FROM SAN ANTONIO.
 DS1044'0.2 KILOMETER (0.1 MILE) EAST ALONG U.S. HIGHWAY 380 FROM THE POST
 DS1044'OFFICE IN SAN ANTONIO, THENCE 41.3 KILOMETERS (25.7 MILES) SOUTH
 DS1044'ALONG STATE HIGHWAY 1, THENCE 0.1 KILOMETER (0.05 MILE) NORTHWEST
 DS1044'ALONG STATE HIGHWAY 107, SET VERTICALLY IN THE MOST NORTHEASTERLY 1
 DS1044'OF 6 PIERS OF AN OVERPASS OF INTERSTATE HIGHWAY 25 AND 12.9 METERS
 DS1044'(42.4 FEET) SOUTHEAST OF THE CENTER LINE OF THE NORTH BOUND LANES OF
 DS1044'INTERSTATE HIGHWAY 25.
 DS1044'THE MARK IS 1.2 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS1012 ***********************************************************************
 DS1012  DESIGNATION -  F 368
 DS1012  PID         -  DS1012
 DS1012  STATE/COUNTY-  NM/SIERRA
 DS1012  USGS QUAD   -  HUERFANO HILL (1980)
 DS1012
 DS1012                         *CURRENT SURVEY CONTROL
 DS1012  ___________________________________________________________________
 DS1012* NAD 83(1986)-  33 18 46.     (N)    107 17 28.     (W)     SCALED    
 DS1012* NAVD 88     -      1430.720  (meters)    4693.95   (feet)  ADJUSTED  
 DS1012  ___________________________________________________________________
 DS1012  GEOID HEIGHT-         -23.11  (meters)                     GEOID03
 DS1012  DYNAMIC HT  -        1428.620 (meters)    4687.06  (feet)  COMP
 DS1012  MODELED GRAV-     979,120.0   (mgal)                       NAVD 88
 DS1012
 DS1012  VERT ORDER  -  FIRST     CLASS II
 DS1012
 DS1012.The horizontal coordinates were scaled from a topographic map and have
 DS1012.an estimated accuracy of +/- 6 seconds.
 DS1012
 DS1012.The orthometric height was determined by differential leveling
 DS1012.and adjusted by the National Geodetic Survey in June 1991..
 DS1012
 DS1012.The geoid height was determined by GEOID03.
 DS1012
 DS1012.The dynamic height is computed by dividing the NAVD 88
 DS1012.geopotential number by the normal gravity value computed on the
 DS1012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS1012.degrees latitude (g = 980.6199 gals.).
 DS1012
 DS1012.The modeled gravity was interpolated from observed gravity values.
 DS1012
 DS1012;                    North         East    Units  Estimated Accuracy
 DS1012;SPC NM W     -   256,570.      880,490.      MT  (+/- 180 meters Scaled)
 DS1012
 DS1012                          SUPERSEDED SURVEY CONTROL
 DS1012
 DS1012.No superseded survey control is available for this station.
 DS1012
 DS1012_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBS867883(NAD 83)
 DS1012_MARKER: DB = BENCH MARK DISK
 DS1012_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DS1012_SP_SET: ABUTMENT
 DS1012_STAMPING: F 368 1980
 DS1012_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DS1012
 DS1012  HISTORY     - Date     Condition        Report By
 DS1012  HISTORY     - 1980     MONUMENTED       NGS
 DS1012
 DS1012                          STATION DESCRIPTION
 DS1012
 DS1012'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 DS1012'17.3 KM NNW FROM TRUTH OR CONSEQUENCES.
 DS1012'14.8 KILOMETERS (9.2 MILES) NORTH AND NORTHWEST ALONG U.S. HIGHWAY 85
 DS1012'(DATE STREET) FROM THE SIERRA COUNTY COURTHOUSE IN TRUTH OR
 DS1012'CONSEQUENCES, THENCE 0.3 KILOMETER (0.2 MILE) EAST ALONG A PAVED
 DS1012'ROAD, THENCE 2.2 KILOMETERS (1.35 MILES) NORTH-NORTHWEST ALONG
 DS1012'INTERSTATE HIGHWAY 25, 0.9 KILOMETER (0.55 MILE) SOUTH OF HIGHWAY
 DS1012'MILE POST NUMBER 91, IN THE NORTHWEST ABUTMENT OF A BRIDGE SETTING
 DS1012'ON BEDROCK, 5.0 METERS (16.4 FEET) WEST OF THE CENTERLINE OF THE
 DS1012'HIGHWAY.
 DS1012'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS1004 ***********************************************************************
 DS1004  DESIGNATION -  F 369
 DS1004  PID         -  DS1004
 DS1004  STATE/COUNTY-  NM/SIERRA
 DS1004  USGS QUAD   -  CUCHILLO (1980)
 DS1004
 DS1004                         *CURRENT SURVEY CONTROL
 DS1004  ___________________________________________________________________
 DS1004* NAD 83(1986)-  33 13 19.     (N)    107 15 20.     (W)     SCALED    
 DS1004* NAVD 88     -      1450.240  (meters)    4758.00   (feet)  ADJUSTED  
 DS1004  ___________________________________________________________________
 DS1004  GEOID HEIGHT-         -23.22  (meters)                     GEOID03
 DS1004  DYNAMIC HT  -        1448.119 (meters)    4751.04  (feet)  COMP
 DS1004  MODELED GRAV-     979,124.0   (mgal)                       NAVD 88
 DS1004
 DS1004  VERT ORDER  -  FIRST     CLASS II
 DS1004
 DS1004.The horizontal coordinates were scaled from a topographic map and have
 DS1004.an estimated accuracy of +/- 6 seconds.
 DS1004
 DS1004.The orthometric height was determined by differential leveling
 DS1004.and adjusted by the National Geodetic Survey in June 1991..
 DS1004
 DS1004.The geoid height was determined by GEOID03.
 DS1004
 DS1004.The dynamic height is computed by dividing the NAVD 88
 DS1004.geopotential number by the normal gravity value computed on the
 DS1004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS1004.degrees latitude (g = 980.6199 gals.).
 DS1004
 DS1004.The modeled gravity was interpolated from observed gravity values.
 DS1004
 DS1004;                    North         East    Units  Estimated Accuracy
 DS1004;SPC NM W     -   246,520.      883,860.      MT  (+/- 180 meters Scaled)
 DS1004
 DS1004                          SUPERSEDED SURVEY CONTROL
 DS1004
 DS1004.No superseded survey control is available for this station.
 DS1004
 DS1004_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBS898781(NAD 83)
 DS1004_MARKER: DB = BENCH MARK DISK
 DS1004_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DS1004_SP_SET: PIER
 DS1004_STAMPING: F 369 1980
 DS1004_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DS1004
 DS1004  HISTORY     - Date     Condition        Report By
 DS1004  HISTORY     - 1980     MONUMENTED       NGS
 DS1004
 DS1004                          STATION DESCRIPTION
 DS1004
 DS1004'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 DS1004'10.5 KM NNW FROM TRUTH OR CONSEQUENCES.
 DS1004'10.5 KILOMETERS (6.6 MILES) NORTH AND NORTHWEST ALONG U.S. HIGHWAY
 DS1004'85 (DATE STREET) FROM THE SIERRA COUNTY COURTHOUSE IN TRUTH OR
 DS1004'CONSEQUENCES, SET VERTICALLY IN THE NORTHEAST FACE OF THE SOUTHEAST
 DS1004'MOST CONCRETE SUPPORT COLUMN OF A INTERSTATE HIGHWAY 25 OVERPASS
 DS1004'FOR THE NORTH BOUND LANES AND 5.8 METERS (19.0 FEET) SOUTHWEST OF
 DS1004'THE CENTERLINE OF U.S. HIGHWAY 85.
 DS1004'THE MARK IS 1.2 M ABOVE U.S. HIGHWAY 85.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0550 ***********************************************************************
 EQ0550  DESIGNATION -  F 370
 EQ0550  PID         -  EQ0550
 EQ0550  STATE/COUNTY-  NM/CATRON
 EQ0550  USGS QUAD   -  SUGARLOAF MOUNTAIN (1995)
 EQ0550
 EQ0550                         *CURRENT SURVEY CONTROL
 EQ0550  ___________________________________________________________________
 EQ0550* NAD 83(1986)-  34 06 29.     (N)    107 53 22.     (W)     SCALED    
 EQ0550* NAVD 88     -      2305.781  (meters)    7564.88   (feet)  ADJUSTED  
 EQ0550  ___________________________________________________________________
 EQ0550  GEOID HEIGHT-         -21.39  (meters)                     GEOID03
 EQ0550  DYNAMIC HT  -        2302.164 (meters)    7553.02  (feet)  COMP
 EQ0550  MODELED GRAV-     978,983.5   (mgal)                       NAVD 88
 EQ0550
 EQ0550  VERT ORDER  -  FIRST     CLASS II
 EQ0550
 EQ0550.The horizontal coordinates were scaled from a topographic map and have
 EQ0550.an estimated accuracy of +/- 6 seconds.
 EQ0550
 EQ0550.The orthometric height was determined by differential leveling
 EQ0550.and adjusted by the National Geodetic Survey in June 1991..
 EQ0550
 EQ0550.The geoid height was determined by GEOID03.
 EQ0550
 EQ0550.The dynamic height is computed by dividing the NAVD 88
 EQ0550.geopotential number by the normal gravity value computed on the
 EQ0550.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0550.degrees latitude (g = 980.6199 gals.).
 EQ0550
 EQ0550.The modeled gravity was interpolated from observed gravity values.
 EQ0550
 EQ0550;                    North         East    Units  Estimated Accuracy
 EQ0550;SPC NM W     -   344,650.      824,820.      MT  (+/- 180 meters Scaled)
 EQ0550
 EQ0550                          SUPERSEDED SURVEY CONTROL
 EQ0550
 EQ0550.No superseded survey control is available for this station.
 EQ0550
 EQ0550_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBT334779(NAD 83)
 EQ0550_MARKER: DB = BENCH MARK DISK
 EQ0550_SETTING: 66 = SET IN ROCK OUTCROP
 EQ0550_SP_SET: ROCK OUTCROP
 EQ0550_STAMPING: F 370 1980
 EQ0550_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EQ0550+STABILITY: POSITION/ELEVATION WELL
 EQ0550
 EQ0550  HISTORY     - Date     Condition        Report By
 EQ0550  HISTORY     - 1980     MONUMENTED       NGS
 EQ0550
 EQ0550                          STATION DESCRIPTION
 EQ0550
 EQ0550'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 EQ0550'6.6 KM SW FROM DATIL.
 EQ0550'6.6 KM (4.1 MI) SOUTHWEST ALONG STATE HIGHWAY 12 FROM THE
 EQ0550'POST OFFICE IN DATIL, 0.1 KM (0.05 MI) NORTHEAST OF A DIRT
 EQ0550'ROAD LEADING NORTHWEST, 18.3 METERS (60.0 FT) SOUTHEAST OF A
 EQ0550'BARBED WIRE FENCE AND 8.2 METERS (26.8 FT) NORTHWEST OF THE CENTERLINE
 EQ0550'OF THE HIGHWAY.  NOTE=DISK IS SET IN BEDROCK.
 EQ0550'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 EQ0550'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0605 ***********************************************************************
 DT0605  DESIGNATION -  F 372
 DT0605  PID         -  DT0605
 DT0605  STATE/COUNTY-  NM/CATRON
 DT0605  USGS QUAD   -  ARAGON (1965)
 DT0605
 DT0605                         *CURRENT SURVEY CONTROL
 DT0605  ___________________________________________________________________
 DT0605* NAD 83(1986)-  33 53 10.     (N)    108 31 23.     (W)     SCALED    
 DT0605* NAVD 88     -      2053.164  (meters)    6736.09   (feet)  ADJUSTED  
 DT0605  ___________________________________________________________________
 DT0605  GEOID HEIGHT-         -22.03  (meters)                     GEOID03
 DT0605  DYNAMIC HT  -        2049.961 (meters)    6725.58  (feet)  COMP
 DT0605  MODELED GRAV-     979,003.3   (mgal)                       NAVD 88
 DT0605
 DT0605  VERT ORDER  -  FIRST     CLASS II
 DT0605
 DT0605.The horizontal coordinates were scaled from a topographic map and have
 DT0605.an estimated accuracy of +/- 6 seconds.
 DT0605
 DT0605.The orthometric height was determined by differential leveling
 DT0605.and adjusted by the National Geodetic Survey in June 1991..
 DT0605
 DT0605.The geoid height was determined by GEOID03.
 DT0605
 DT0605.The dynamic height is computed by dividing the NAVD 88
 DT0605.geopotential number by the normal gravity value computed on the
 DT0605.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0605.degrees latitude (g = 980.6199 gals.).
 DT0605
 DT0605.The modeled gravity was interpolated from observed gravity values.
 DT0605
 DT0605;                    North         East    Units  Estimated Accuracy
 DT0605;SPC NM W     -   320,240.      766,200.      MT  (+/- 180 meters Scaled)
 DT0605
 DT0605                          SUPERSEDED SURVEY CONTROL
 DT0605
 DT0605.No superseded survey control is available for this station.
 DT0605
 DT0605_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYC290522(NAD 83)
 DT0605_MARKER: DB = BENCH MARK DISK
 DT0605_SETTING: 66 = SET IN ROCK OUTCROP
 DT0605_SP_SET: ROCK OUTCROP
 DT0605_STAMPING: F 372 1980
 DT0605_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DT0605+STABILITY: POSITION/ELEVATION WELL
 DT0605
 DT0605  HISTORY     - Date     Condition        Report By
 DT0605  HISTORY     - 1980     MONUMENTED       NGS
 DT0605
 DT0605                          STATION DESCRIPTION
 DT0605
 DT0605'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 DT0605'1.3 KM NE FROM ARAGON.
 DT0605'1.3 KM (0.8 MI) NORTHEAST ALONG STATE HIGHWAY 12 FROM
 DT0605'THE POST OFFICE IN ARAGON, 0.2 KM (0.1 MI) NORTHEAST OF
 DT0605'MILE POST 27, 17.7 METERS (58.1 FT) NORTHWEST OF THE CENTERLINE OF
 DT0605'THE HIGHWAY, 14.6 METERS (48.1 FT) WEST-NORTHWEST OF THE WEST
 DT0605'END OF A 6 BY 6 FOOT CONCRETE BOX CULVERT.
 DT0605'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 DT0605'THE MARK IS 1.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0584 ***********************************************************************
 DT0584  DESIGNATION -  F 373
 DT0584  PID         -  DT0584
 DT0584  STATE/COUNTY-  NM/CATRON
 DT0584  USGS QUAD   -  BELL PEAK (1981)
 DT0584
 DT0584                         *CURRENT SURVEY CONTROL
 DT0584  ___________________________________________________________________
 DT0584* NAD 83(1986)-  33 55 07.     (N)    108 16 02.     (W)     SCALED    
 DT0584* NAVD 88     -      2199.047  (meters)    7214.71   (feet)  ADJUSTED  
 DT0584  ___________________________________________________________________
 DT0584  GEOID HEIGHT-         -21.86  (meters)                     GEOID03
 DT0584  DYNAMIC HT  -        2195.582 (meters)    7203.34  (feet)  COMP
 DT0584  MODELED GRAV-     978,981.5   (mgal)                       NAVD 88
 DT0584
 DT0584  VERT ORDER  -  FIRST     CLASS II
 DT0584
 DT0584.The horizontal coordinates were scaled from a topographic map and have
 DT0584.an estimated accuracy of +/- 6 seconds.
 DT0584
 DT0584.The orthometric height was determined by differential leveling
 DT0584.and adjusted by the National Geodetic Survey in June 1991..
 DT0584
 DT0584.The geoid height was determined by GEOID03.
 DT0584
 DT0584.The dynamic height is computed by dividing the NAVD 88
 DT0584.geopotential number by the normal gravity value computed on the
 DT0584.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0584.degrees latitude (g = 980.6199 gals.).
 DT0584
 DT0584.The modeled gravity was interpolated from observed gravity values.
 DT0584
 DT0584;                    North         East    Units  Estimated Accuracy
 DT0584;SPC NM W     -   323,720.      789,880.      MT  (+/- 180 meters Scaled)
 DT0584
 DT0584                          SUPERSEDED SURVEY CONTROL
 DT0584
 DT0584.No superseded survey control is available for this station.
 DT0584
 DT0584_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYC526564(NAD 83)
 DT0584_MARKER: DB = BENCH MARK DISK
 DT0584_SETTING: 66 = SET IN ROCK OUTCROP
 DT0584_SP_SET: ROCK OUTCROP
 DT0584_STAMPING: F 373 1980
 DT0584_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DT0584+STABILITY: POSITION/ELEVATION WELL
 DT0584_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DT0584+SATELLITE: SATELLITE OBSERVATIONS - November 27, 2004
 DT0584
 DT0584  HISTORY     - Date     Condition        Report By
 DT0584  HISTORY     - 1980     MONUMENTED       NGS
 DT0584  HISTORY     - 20041127 GOOD             GEOCAC
 DT0584
 DT0584                          STATION DESCRIPTION
 DT0584
 DT0584'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 DT0584'28.4 KM NE FROM ARAGON.
 DT0584'28.2 KM (17.7 MI) NORTHEAST ALONG STATE HIGHWAY 12 FROM
 DT0584'THE POST OFFICE IN ARAGON, 5.7 KM (3.55 MI) EAST OF COUNTY
 DT0584'ROAD 214 LEADING NORTH, 73.3 METERS (240.6 FT) WEST OF MILE POST 44,
 DT0584'24.5 METERS (80.4 FT) NORTH OF A FENCE AND 8.8 METERS (28.9 FT)
 DT0584'SOUTH OF THE CENTERLINE OF THE HIGHWAY.
 DT0584'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 DT0584'THE MARK IS 0.5 M ABOVE THE HIGHWAY.
 DT0584
 DT0584                          STATION RECOVERY (2004)
 DT0584
 DT0584'RECOVERY NOTE BY GEOCACHING 2004 (CB)
 DT0584'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0493 ***********************************************************************
 DT0493  DESIGNATION -  F 374
 DT0493  PID         -  DT0493
 DT0493  STATE/COUNTY-  NM/CATRON
 DT0493  USGS QUAD   -  LUNA (1965)
 DT0493
 DT0493                         *CURRENT SURVEY CONTROL
 DT0493  ___________________________________________________________________
 DT0493* NAD 83(1986)-  33 45 55.     (N)    108 57 39.     (W)     SCALED    
 DT0493* NAVD 88     -      2232.445  (meters)    7324.28   (feet)  ADJUSTED  
 DT0493  ___________________________________________________________________
 DT0493  GEOID HEIGHT-         -22.57  (meters)                     GEOID03
 DT0493  DYNAMIC HT  -        2228.858 (meters)    7312.51  (feet)  COMP
 DT0493  MODELED GRAV-     978,949.5   (mgal)                       NAVD 88
 DT0493
 DT0493  VERT ORDER  -  FIRST     CLASS II
 DT0493
 DT0493.The horizontal coordinates were scaled from a topographic map and have
 DT0493.an estimated accuracy of +/- 6 seconds.
 DT0493
 DT0493.The orthometric height was determined by differential leveling
 DT0493.and adjusted by the National Geodetic Survey in June 1991..
 DT0493
 DT0493.The geoid height was determined by GEOID03.
 DT0493
 DT0493.The dynamic height is computed by dividing the NAVD 88
 DT0493.geopotential number by the normal gravity value computed on the
 DT0493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0493.degrees latitude (g = 980.6199 gals.).
 DT0493
 DT0493.The modeled gravity was interpolated from observed gravity values.
 DT0493
 DT0493;                    North         East    Units  Estimated Accuracy
 DT0493;SPC NM W     -   307,200.      725,560.      MT  (+/- 180 meters Scaled)
 DT0493
 DT0493                          SUPERSEDED SURVEY CONTROL
 DT0493
 DT0493.No superseded survey control is available for this station.
 DT0493
 DT0493_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC888379(NAD 83)
 DT0493_MARKER: DB = BENCH MARK DISK
 DT0493_SETTING: 66 = SET IN ROCK OUTCROP
 DT0493_SP_SET: ROCK OUTCROP
 DT0493_STAMPING: F 374 1980
 DT0493_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DT0493+STABILITY: POSITION/ELEVATION WELL
 DT0493
 DT0493  HISTORY     - Date     Condition        Report By
 DT0493  HISTORY     - 1980     MONUMENTED       NGS
 DT0493  HISTORY     - 20050729 MARK NOT FOUND   USPSQD
 DT0493
 DT0493                          STATION DESCRIPTION
 DT0493
 DT0493'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 DT0493'6.3 KM SE FROM LUNA.
 DT0493'6.3 KM (3.9 MI) SOUTHEAST ALONG U.S. HIGHWAY 180 FROM
 DT0493'THE POST OFFICE IN LUNA, 0.6 KM (0.35 MI) NORTHWEST OF
 DT0493'MILE POST 12, AT THE SOUTHWEST END OF A SMALL CUT BANK, AND 7.9
 DT0493'METERS (26.0 FT) WEST OF THE CENTERLINE OF THE HIGHWAY.
 DT0493'THE MARK IS 0.4 METERS  NE FROM A WITNESS POST.
 DT0493'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
 DT0493
 DT0493                          STATION RECOVERY (2005)
 DT0493
 DT0493'RECOVERY NOTE BY US POWER SQUADRON 2005 (CP)
 DT0493'HIGHWAY WIDENED.
 DT0493'MARK NOT FOUND.
 DT0493' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0152 ***********************************************************************
 DT0152  DESIGNATION -  F 39
 DT0152  PID         -  DT0152
 DT0152  STATE/COUNTY-  NM/CATRON
 DT0152  USGS QUAD   -  SALIZ PASS (1963)
 DT0152
 DT0152                         *CURRENT SURVEY CONTROL
 DT0152  ___________________________________________________________________
 DT0152* NAD 83(1986)-  33 37 08.     (N)    108 53 38.     (W)     SCALED    
 DT0152* NAVD 88     -      1770.357  (meters)    5808.25   (feet)  ADJUSTED  
 DT0152  ___________________________________________________________________
 DT0152  GEOID HEIGHT-         -23.05  (meters)                     GEOID03
 DT0152  DYNAMIC HT  -        1767.660 (meters)    5799.40  (feet)  COMP
 DT0152  MODELED GRAV-     979,051.4   (mgal)                       NAVD 88
 DT0152
 DT0152  VERT ORDER  -  FIRST     CLASS II
 DT0152
 DT0152.The horizontal coordinates were scaled from a topographic map and have
 DT0152.an estimated accuracy of +/- 6 seconds.
 DT0152
 DT0152.The orthometric height was determined by differential leveling
 DT0152.and adjusted by the National Geodetic Survey in June 1991..
 DT0152
 DT0152.The geoid height was determined by GEOID03.
 DT0152
 DT0152.The dynamic height is computed by dividing the NAVD 88
 DT0152.geopotential number by the normal gravity value computed on the
 DT0152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0152.degrees latitude (g = 980.6199 gals.).
 DT0152
 DT0152.The modeled gravity was interpolated from observed gravity values.
 DT0152
 DT0152;                    North         East    Units  Estimated Accuracy
 DT0152;SPC NM W     -   290,900.      731,590.      MT  (+/- 180 meters Scaled)
 DT0152
 DT0152                          SUPERSEDED SURVEY CONTROL
 DT0152
 DT0152  NGVD 29 (??/??/92) 1769.516  (m)         5805.49   (f) ADJ UNCH    1 2
 DT0152
 DT0152.Superseded values are not recommended for survey control.
 DT0152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0152.See file dsdata.txt to determine how the superseded data were derived.
 DT0152
 DT0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC953218(NAD 83)
 DT0152_MARKER: DB = BENCH MARK DISK
 DT0152_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DT0152_SP_SET: ABUTMENT
 DT0152_STAMPING: F-39 1934
 DT0152_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DT0152
 DT0152  HISTORY     - Date     Condition        Report By
 DT0152  HISTORY     - 1934     MONUMENTED       CGS
 DT0152  HISTORY     - 1980     GOOD             NGS
 DT0152
 DT0152                          STATION DESCRIPTION
 DT0152
 DT0152'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DT0152'13.4 MI S FROM RESERVE.
 DT0152'13.4 MILES SOUTH OF ALONG STATE HWY. NO. 12 AND NO. 11 FROM POST
 DT0152'OFFICE.  3.2 MILES SOUTH OF PINE LAWN CAMP. ON TOP OF EAST END OF
 DT0152'SOUTH ABUTMENT OF CONCRETE BRIDGE. 4 INCHES FROM JUNCTION WITH WING
 DT0152'WALL.
 DT0152
 DT0152                          STATION RECOVERY (1980)
 DT0152
 DT0152'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DT0152'0.2 KILOMETER (0.1 MILE) NORTH ALONG STATE HIGHWAY 435 FROM THE CATRON
 DT0152'COUNTY COURTHOUSE IN RESERVE, THENCE 11.3 KILOMETERS (7.0 MILES) WEST
 DT0152'AND SOUTHWEST ALONG STATE HIGHWAY 12, THENCE 9.2 KILOMETERS (5.7
 DT0152'MILES) SOUTH AND SOUTHWEST ALONG U.S. HIGHWAY 180, IN THE TOP OF
 DT0152'THE SOUTHEAST BRIDGE ABUTMENT OF A CONCRETE BRIDGE AT THE ENTRANCE TO
 DT0152'THE APACHE NATIONAL FOREST COTTONWOOD CAMPGROUND.
 DT0152'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0662 ***********************************************************************
 CY0662  DESIGNATION -  F 397
 CY0662  PID         -  CY0662
 CY0662  STATE/COUNTY-  NM/HIDALGO
 CY0662  USGS QUAD   -  MONDEL (1964)
 CY0662
 CY0662                         *CURRENT SURVEY CONTROL
 CY0662  ___________________________________________________________________
 CY0662* NAD 83(1986)-  32 16 21.     (N)    108 53 44.     (W)     SCALED    
 CY0662* NAVD 88     -      1264.654  (meters)    4149.12   (feet)  ADJUSTED  
 CY0662  ___________________________________________________________________
 CY0662  GEOID HEIGHT-         -26.09  (meters)                     GEOID03
 CY0662  DYNAMIC HT  -        1262.732 (meters)    4142.81  (feet)  COMP
 CY0662  MODELED GRAV-     979,076.4   (mgal)                       NAVD 88
 CY0662
 CY0662  VERT ORDER  -  FIRST     CLASS II
 CY0662
 CY0662.The horizontal coordinates were scaled from a topographic map and have
 CY0662.an estimated accuracy of +/- 6 seconds.
 CY0662
 CY0662.The orthometric height was determined by differential leveling
 CY0662.and adjusted by the National Geodetic Survey in June 1991..
 CY0662
 CY0662.The geoid height was determined by GEOID03.
 CY0662
 CY0662.The dynamic height is computed by dividing the NAVD 88
 CY0662.geopotential number by the normal gravity value computed on the
 CY0662.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0662.degrees latitude (g = 980.6199 gals.).
 CY0662
 CY0662.The modeled gravity was interpolated from observed gravity values.
 CY0662
 CY0662;                    North         East    Units  Estimated Accuracy
 CY0662;SPC NM W     -   141,580.      729,930.      MT  (+/- 180 meters Scaled)
 CY0662
 CY0662                          SUPERSEDED SURVEY CONTROL
 CY0662
 CY0662.No superseded survey control is available for this station.
 CY0662
 CY0662_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA982725(NAD 83)
 CY0662_MARKER: DB = BENCH MARK DISK
 CY0662_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CY0662_SP_SET: STAINLESS STEEL ROD
 CY0662_STAMPING: F 397 1979
 CY0662_PROJECTION: FLUSH
 CY0662_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CY0662_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CY0662+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2005
 CY0662_ROD/PIPE-DEPTH: 7.6  meters
 CY0662
 CY0662  HISTORY     - Date     Condition        Report By
 CY0662  HISTORY     - 1979     MONUMENTED       NGS
 CY0662  HISTORY     - 20050401 GOOD             NGS
 CY0662
 CY0662                          STATION DESCRIPTION
 CY0662
 CY0662'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CY0662'21.1 KM SW FROM LORDSBURG.
 CY0662'21.1 KILOMETERS (13.05 MILES) SOUTHWEST ALONG THE SOUTHERN PACIFIC
 CY0662'RAILROAD FROM THE STATION IN LORDSBURG, 0.4 KILOMETER (0.25 MILE)
 CY0662'NORTHEAST OF RAILROAD MILE POST 1135, SET IN LINE WITH THE SOUTHEAST
 CY0662'TELEGRAPH POLES, ABOUT 114 METERS (375 FEET) WEST-NORTHWEST OF
 CY0662'INTERSTATE HIGHWAY 10 MILE POST 10, 11.9 METERS (39 FEET) SOUTHEAST
 CY0662'OF THE SOUTHEAST RAIL, 38.1 METERS (125 FEET) NORTHEAST OF THE FIFTH
 CY0662'TELEGRAPH POLE NORTHEAST OF THE RAILROAD MILE POST, 28.4 METERS
 CY0662'(93 FEET) NORTHWEST OF THE CENTERLINE OF THE OLD HIGHWAY GRADE,
 CY0662'24.7 METERS (81 FEET) NORTHWEST OF UNDERGROUND CABLE MARKER POST 721,
 CY0662'AND 23.6 METERS (74 FEET) SOUTHWEST OF THE SIXTH TELEGRAPH POLE
 CY0662'NORTHEAST OF THE RAILROAD MILE POST.
 CY0662'THE MARK IS 0.5 METERS  NW FROM A WITNESS POST.
 CY0662'THE MARK IS 1.5 M BELOW THE TRACKS.
 CY0662
 CY0662                          STATION RECOVERY (2005)
 CY0662
 CY0662'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DW)
 CY0662'RAILROAD IS NOW PART OF UNION PACIFIC SYSTEM.  AREA IS SUBJECT TO
 CY0662'FLOODING AND MARK CAP WAS FOUND BURIED IN SAND.  SE ROW OF TELEGRAPH
 CY0662'POLES HAVE BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0629 ***********************************************************************
 CY0629  DESIGNATION -  F 398
 CY0629  PID         -  CY0629
 CY0629  STATE/COUNTY-  NM/LUNA
 CY0629  USGS QUAD   -  GAGE (1976)
 CY0629
 CY0629                         *CURRENT SURVEY CONTROL
 CY0629  ___________________________________________________________________
 CY0629* NAD 83(1986)-  32 14 14.     (N)    108 01 56.     (W)     SCALED    
 CY0629* NAVD 88     -      1356.353  (meters)    4449.97   (feet)  ADJUSTED  
 CY0629  ___________________________________________________________________
 CY0629  GEOID HEIGHT-         -24.61  (meters)                     GEOID03
 CY0629  DYNAMIC HT  -        1354.315 (meters)    4443.28  (feet)  COMP
 CY0629  MODELED GRAV-     979,089.0   (mgal)                       NAVD 88
 CY0629
 CY0629  VERT ORDER  -  FIRST     CLASS II
 CY0629
 CY0629.The horizontal coordinates were scaled from a topographic map and have
 CY0629.an estimated accuracy of +/- 6 seconds.
 CY0629
 CY0629.The orthometric height was determined by differential leveling
 CY0629.and adjusted by the National Geodetic Survey in June 1991..
 CY0629
 CY0629.The geoid height was determined by GEOID03.
 CY0629
 CY0629.The dynamic height is computed by dividing the NAVD 88
 CY0629.geopotential number by the normal gravity value computed on the
 CY0629.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0629.degrees latitude (g = 980.6199 gals.).
 CY0629
 CY0629.The modeled gravity was interpolated from observed gravity values.
 CY0629
 CY0629;                    North         East    Units  Estimated Accuracy
 CY0629;SPC NM W     -   137,190.      811,260.      MT  (+/- 180 meters Scaled)
 CY0629
 CY0629                          SUPERSEDED SURVEY CONTROL
 CY0629
 CY0629.No superseded survey control is available for this station.
 CY0629
 CY0629_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYA796705(NAD 83)
 CY0629_MARKER: DB = BENCH MARK DISK
 CY0629_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CY0629_SP_SET: STAINLESS STEEL ROD
 CY0629_STAMPING: F 398 1980
 CY0629_PROJECTION: FLUSH
 CY0629_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CY0629_ROD/PIPE-DEPTH: 5.5  meters
 CY0629
 CY0629  HISTORY     - Date     Condition        Report By
 CY0629  HISTORY     - 1980     MONUMENTED       NGS
 CY0629
 CY0629                          STATION DESCRIPTION
 CY0629
 CY0629'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CY0629'26.1 KM WEST FROM DEMING.
 CY0629'26.1 KILOMETERS (16.2 MILES) WEST ALONG THE SOUTHERN PACIFIC RAILROAD
 CY0629'FROM ITS STATION IN DEMING, AT THE EIGHTH TELEGRAPH POLE WEST
 CY0629'(0.5 KILOMETER - 0.3 MILE) OF RAILROAD MILE POST 1192, 0.4 KILOMETER
 CY0629'(0.25 MILE) EAST OF HIGHWAY MILE POST 66, IN LINE WITH THE POLES,
 CY0629'9.2 METERS (30.2 FEET) SOUTH OF THE SOUTH RAIL, 4.4 METERS (14.5
 CY0629'FEET) NORTH OF THE CENTERLINE OF THE RAILROAD MAINTENANCE ROAD AND
 CY0629'1.7 METERS (5.6 FEET) WEST OF THE POLE.
 CY0629'THE MARK IS 0.4 METERS  E FROM A WITNESS POST.
 CY0629'THE MARK IS 1 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0100 ***********************************************************************
 EP0100  DESIGNATION -  F 4
 EP0100  PID         -  EP0100
 EP0100  STATE/COUNTY-  NM/DE BACA
 EP0100  USGS QUAD   -  YESO (1966)
 EP0100
 EP0100                         *CURRENT SURVEY CONTROL
 EP0100  ___________________________________________________________________
 EP0100* NAD 83(1986)-  34 26 16.     (N)    104 37 00.     (W)     SCALED    
 EP0100* NAVD 88     -      1457.253  (meters)    4781.00   (feet)  POSTED    
 EP0100  ___________________________________________________________________
 EP0100  GEOID HEIGHT-         -23.07  (meters)                     GEOID03
 EP0100  DYNAMIC HT  -        1455.280 (meters)    4774.53  (feet)  COMP
 EP0100  MODELED GRAV-     979,230.4   (mgal)                       NAVD 88
 EP0100
 EP0100  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EP0100
 EP0100.The horizontal coordinates were scaled from a topographic map and have
 EP0100.an estimated accuracy of +/- 6 seconds.
 EP0100
 EP0100.The orthometric height was determined by differential leveling
 EP0100.and adjusted by the National Geodetic Survey in 1992..
 EP0100.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EP0100.rate of 0.0 thru 1.0 mm/km.
 EP0100
 EP0100.The geoid height was determined by GEOID03.
 EP0100
 EP0100.The dynamic height is computed by dividing the NAVD 88
 EP0100.geopotential number by the normal gravity value computed on the
 EP0100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EP0100.degrees latitude (g = 980.6199 gals.).
 EP0100
 EP0100.The modeled gravity was interpolated from observed gravity values.
 EP0100
 EP0100;                    North         East    Units  Estimated Accuracy
 EP0100;SPC NM E     -   381,250.      138,960.      MT  (+/- 180 meters Scaled)
 EP0100
 EP0100                          SUPERSEDED SURVEY CONTROL
 EP0100
 EP0100.No superseded survey control is available for this station.
 EP0100
 EP0100_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEU352107(NAD 83)
 EP0100_MARKER: Z = SEE DESCRIPTION
 EP0100_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EP0100_SP_SET: FOOTING
 EP0100_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EP0100
 EP0100  HISTORY     - Date     Condition        Report By
 EP0100  HISTORY     - UNK      MONUMENTED       CGS
 EP0100  HISTORY     - 1958     MARK NOT FOUND   NGS
 EP0100
 EP0100                          STATION DESCRIPTION
 EP0100
 EP0100'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 EP0100'0.25 MI W FROM YESO.
 EP0100'ABOUT 1/4 MILE WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 EP0100'FROM THE STATION AT YESO, DE BACA COUNTY, AT THE COAL CHUTE, IN THE
 EP0100'TOP OF THE NORTHEAST CORNER OF THE SOUTHEAST FOOTING, 25 FEET SOUTH OF
 EP0100'THE CENTERLINE OF THE MAIN TRACK, AND 7.8 FEET SOUTH OF THE CENTERLINE
 EP0100'OF THE LOADING TRACK.  THE BOTTOM OF A SQUARE HOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0008 ***********************************************************************
 DT0008  DESIGNATION -  F 40
 DT0008  PID         -  DT0008
 DT0008  STATE/COUNTY-  NM/CATRON
 DT0008  USGS QUAD   -  BELL PEAK (1981)
 DT0008
 DT0008                         *CURRENT SURVEY CONTROL
 DT0008  ___________________________________________________________________
 DT0008* NAD 83(1986)-  33 54 53.     (N)    108 17 10.     (W)     SCALED    
 DT0008* NAVD 88     -      2157.797  (meters)    7079.37   (feet)  POSTED    
 DT0008  ___________________________________________________________________
 DT0008  GEOID HEIGHT-         -21.86  (meters)                     GEOID03
 DT0008  DYNAMIC HT  -        2154.400 (meters)    7068.23  (feet)  COMP
 DT0008  MODELED GRAV-     978,985.1   (mgal)                       NAVD 88
 DT0008
 DT0008  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 DT0008
 DT0008.The horizontal coordinates were scaled from a topographic map and have
 DT0008.an estimated accuracy of +/- 6 seconds.
 DT0008
 DT0008.The orthometric height was determined by differential leveling
 DT0008.and adjusted by the National Geodetic Survey in 1992..
 DT0008.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 DT0008.rate of 1.1 thru 2.0 mm/km.
 DT0008
 DT0008.The geoid height was determined by GEOID03.
 DT0008
 DT0008.The dynamic height is computed by dividing the NAVD 88
 DT0008.geopotential number by the normal gravity value computed on the
 DT0008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0008.degrees latitude (g = 980.6199 gals.).
 DT0008
 DT0008.The modeled gravity was interpolated from observed gravity values.
 DT0008
 DT0008;                    North         East    Units  Estimated Accuracy
 DT0008;SPC NM W     -   323,290.      788,130.      MT  (+/- 180 meters Scaled)
 DT0008
 DT0008                          SUPERSEDED SURVEY CONTROL
 DT0008
 DT0008  NGVD 29 (??/??/92) 2156.851  (m)         7076.27   (f) ADJ UNCH    1 2
 DT0008
 DT0008.Superseded values are not recommended for survey control.
 DT0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0008.See file dsdata.txt to determine how the superseded data were derived.
 DT0008
 DT0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYC509560(NAD 83)
 DT0008_MARKER: DB = BENCH MARK DISK
 DT0008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DT0008_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DT0008_STAMPING: F 40 1934
 DT0008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DT0008+STABILITY: SURFACE MOTION
 DT0008
 DT0008  HISTORY     - Date     Condition        Report By
 DT0008  HISTORY     - 1934     MONUMENTED       CGS
 DT0008  HISTORY     - 1975     GOOD             USGS
 DT0008  HISTORY     - 1980     MARK NOT FOUND   NGS
 DT0008
 DT0008                          STATION DESCRIPTION
 DT0008
 DT0008'DESCRIBED BY US GEOLOGICAL SURVEY 1975
 DT0008'3.45 MI W FROM HORSE SPRINGS.
 DT0008'ABOUT 3.45 MI WEST OF HORSE SPRINGS ALONG HWY 12, AT EAST END OF SMALL
 DT0008'CUT IN HWY, IN SE 1/4 SEC 34, T 4 S, R 14 W, 193 FT SOUTH OF HWY, 85
 DT0008'FT SOUTH OF FENCE AND AT THE SOUTH EDGE OF OLD ROAD.  A STANDARD CAP,
 DT0008'SET IN CONCRETE POST, AND STAMPED F 40 1934.
 DT0008
 DT0008                          STATION RECOVERY (1980)
 DT0008
 DT0008'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DT0008'A THOROUGH SEARCH OF THE AREA REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0653 ***********************************************************************
 CY0653  DESIGNATION -  F 400
 CY0653  PID         -  CY0653
 CY0653  STATE/COUNTY-  NM/HIDALGO
 CY0653  USGS QUAD   -  LISBON (1980)
 CY0653
 CY0653                         *CURRENT SURVEY CONTROL
 CY0653  ___________________________________________________________________
 CY0653* NAD 83(1986)-  32 18 42.     (N)    108 36 27.     (W)     SCALED    
 CY0653* NAVD 88     -      1285.683  (meters)    4218.11   (feet)  ADJUSTED  
 CY0653  ___________________________________________________________________
 CY0653  GEOID HEIGHT-         -25.36  (meters)                     GEOID03
 CY0653  DYNAMIC HT  -        1283.743 (meters)    4211.75  (feet)  COMP
 CY0653  MODELED GRAV-     979,085.9   (mgal)                       NAVD 88
 CY0653
 CY0653  VERT ORDER  -  FIRST     CLASS II
 CY0653
 CY0653.The horizontal coordinates were scaled from a topographic map and have
 CY0653.an estimated accuracy of +/- 6 seconds.
 CY0653
 CY0653.The orthometric height was determined by differential leveling
 CY0653.and adjusted by the National Geodetic Survey in June 1991..
 CY0653
 CY0653.The geoid height was determined by GEOID03.
 CY0653
 CY0653.The dynamic height is computed by dividing the NAVD 88
 CY0653.geopotential number by the normal gravity value computed on the
 CY0653.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0653.degrees latitude (g = 980.6199 gals.).
 CY0653
 CY0653.The modeled gravity was interpolated from observed gravity values.
 CY0653
 CY0653;                    North         East    Units  Estimated Accuracy
 CY0653;SPC NM W     -   145,690.      757,100.      MT  (+/- 180 meters Scaled)
 CY0653
 CY0653                          SUPERSEDED SURVEY CONTROL
 CY0653
 CY0653.No superseded survey control is available for this station.
 CY0653
 CY0653_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYA252774(NAD 83)
 CY0653_MARKER: DB = BENCH MARK DISK
 CY0653_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CY0653_SP_SET: BRIDGE PIER
 CY0653_STAMPING: F 400 1979
 CY0653_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CY0653
 CY0653  HISTORY     - Date     Condition        Report By
 CY0653  HISTORY     - 1979     MONUMENTED       NGS
 CY0653
 CY0653                          STATION DESCRIPTION
 CY0653
 CY0653'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CY0653'10.5 KM SE FROM LORDSBURG.
 CY0653'10.5 KILOMETERS (6.5 MILES) SOUTHEAST ALONG THE SOUTHERN PACIFIC
 CY0653'RAILROAD FROM ITS STATION IN LORDSBURG, SET VERTICALLY IN THE NORTH
 CY0653'FACE OF THE CENTER PIER ON THE EAST SIDE OF THE WESTBOUND LANES
 CY0653'UNDERPASS OF INTERSTATE HIGHWAY 10 EXIT 29, 8.1 METERS (27 FEET)
 CY0653'EAST OF THE CENTERLINE OF  A PAVED ROAD LEADING TO THE ENTRANCE OF
 CY0653'TURBINE STATION AND 1.2 METERS (3.6 FEET) ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0598 ***********************************************************************
 EQ0598  DESIGNATION -  F 403
 EQ0598  PID         -  EQ0598
 EQ0598  STATE/COUNTY-  NM/SOCORRO
 EQ0598  USGS QUAD   -  BLACK BUTTE (1979)
 EQ0598
 EQ0598                         *CURRENT SURVEY CONTROL
 EQ0598  ___________________________________________________________________
 EQ0598* NAD 83(1986)-  34 25 18.     (N)    106 43 46.     (W)     SCALED    
 EQ0598* NAVD 88     -      1516.516  (meters)    4975.44   (feet)  ADJUSTED  
 EQ0598  ___________________________________________________________________
 EQ0598  GEOID HEIGHT-         -21.59  (meters)                     GEOID03
 EQ0598  DYNAMIC HT  -        1514.406 (meters)    4968.51  (feet)  COMP
 EQ0598  MODELED GRAV-     979,191.0   (mgal)                       NAVD 88
 EQ0598
 EQ0598  VERT ORDER  -  FIRST     CLASS II
 EQ0598
 EQ0598.The horizontal coordinates were scaled from a topographic map and have
 EQ0598.an estimated accuracy of +/- 6 seconds.
 EQ0598
 EQ0598.The orthometric height was determined by differential leveling
 EQ0598.and adjusted by the National Geodetic Survey in June 1991..
 EQ0598
 EQ0598.The geoid height was determined by GEOID03.
 EQ0598
 EQ0598.The dynamic height is computed by dividing the NAVD 88
 EQ0598.geopotential number by the normal gravity value computed on the
 EQ0598.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0598.degrees latitude (g = 980.6199 gals.).
 EQ0598
 EQ0598.The modeled gravity was interpolated from observed gravity values.
 EQ0598
 EQ0598;                    North         East    Units  Estimated Accuracy
 EQ0598;SPC NM C     -   379,530.      455,930.      MT  (+/- 180 meters Scaled)
 EQ0598
 EQ0598                          SUPERSEDED SURVEY CONTROL
 EQ0598
 EQ0598.No superseded survey control is available for this station.
 EQ0598
 EQ0598_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU410102(NAD 83)
 EQ0598_MARKER: I = METAL ROD
 EQ0598_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EQ0598_SP_SET: STAINLESS STEEL ROD
 EQ0598_STAMPING: F 403 1980
 EQ0598_MARK LOGO: NGS   
 EQ0598_PROJECTION: FLUSH
 EQ0598_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EQ0598_ROD/PIPE-DEPTH: 6.7  meters
 EQ0598
 EQ0598  HISTORY     - Date     Condition        Report By
 EQ0598  HISTORY     - 1980     MONUMENTED       NGS
 EQ0598  HISTORY     - 20050312 GOOD             GEOCAC
 EQ0598
 EQ0598                          STATION DESCRIPTION
 EQ0598
 EQ0598'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 EQ0598'10.1 KM (6.3 MI ) EAST FROM BERNARDO.
 EQ0598'10.1 KM (6.3 MI) EASTERLY ALONG U.S. HIGHWAY 60 FROM THE JUNCTION
 EQ0598'WITH INTERSTATE HIGHWAY 25 IN BERNARDO, AT A DIRT ROAD LEADING NORTH
 EQ0598'AND NEAR A PUMPING STATION, 30.1 METERS (98.6 FT) NORTH OF THE
 EQ0598'CENTERLINE OF THE HIGHWAY AND 5.6 METERS (18.3 FT) WEST OF THE
 EQ0598'CENTER OF THE DIRT ROAD.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH
 EQ0598'A 5-INCH LOGO CAP.
 EQ0598'THE MARK IS 0.4 METERS  S FROM  A WITNESS POST AND FENCE
 EQ0598'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 EQ0598
 EQ0598                          STATION RECOVERY (2005)
 EQ0598
 EQ0598'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 EQ0598'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0745 ***********************************************************************
 DR0745  DESIGNATION -  F 404
 DR0745  PID         -  DR0745
 DR0745  STATE/COUNTY-  NM/LINCOLN
 DR0745  USGS QUAD   -  CARRIZOZO EAST (1982)
 DR0745
 DR0745                         *CURRENT SURVEY CONTROL
 DR0745  ___________________________________________________________________
 DR0745* NAD 83(1986)-  33 42 36.     (N)    105 50 32.     (W)     SCALED    
 DR0745* NAVD 88     -      1695.580  (meters)    5562.92   (feet)  ADJUSTED  
 DR0745  ___________________________________________________________________
 DR0745  GEOID HEIGHT-         -20.23  (meters)                     GEOID03
 DR0745  DYNAMIC HT  -        1693.135 (meters)    5554.89  (feet)  COMP
 DR0745  MODELED GRAV-     979,134.5   (mgal)                       NAVD 88
 DR0745
 DR0745  VERT ORDER  -  FIRST     CLASS II
 DR0745
 DR0745.The horizontal coordinates were scaled from a topographic map and have
 DR0745.an estimated accuracy of +/- 6 seconds.
 DR0745
 DR0745.The orthometric height was determined by differential leveling
 DR0745.and adjusted by the National Geodetic Survey in June 1991..
 DR0745
 DR0745.The geoid height was determined by GEOID03.
 DR0745
 DR0745.The dynamic height is computed by dividing the NAVD 88
 DR0745.geopotential number by the normal gravity value computed on the
 DR0745.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0745.degrees latitude (g = 980.6199 gals.).
 DR0745
 DR0745.The modeled gravity was interpolated from observed gravity values.
 DR0745
 DR0745;                    North         East    Units  Estimated Accuracy
 DR0745;SPC NM C     -   300,570.      537,800.      MT  (+/- 180 meters Scaled)
 DR0745
 DR0745                          SUPERSEDED SURVEY CONTROL
 DR0745
 DR0745.No superseded survey control is available for this station.
 DR0745
 DR0745_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDT219303(NAD 83)
 DR0745_MARKER: I = METAL ROD
 DR0745_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DR0745_SP_SET: STAINLESS STEEL ROD
 DR0745_STAMPING: F 404 1980
 DR0745_MARK LOGO: NGS   
 DR0745_PROJECTION: FLUSH
 DR0745_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR0745_ROD/PIPE-DEPTH: 6.7  meters
 DR0745
 DR0745  HISTORY     - Date     Condition        Report By
 DR0745  HISTORY     - 1980     MONUMENTED       NGS
 DR0745
 DR0745                          STATION DESCRIPTION
 DR0745
 DR0745'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 DR0745'7.9 KM (4.9 MI) NORTH FROM CARRIZOZO.
 DR0745'7.9 KM (4.9 MI) NORTHERLY ALONG U.S. HIGHWAY 54 FROM THE JUNCTION
 DR0745'OF U.S. HIGHWAYS 54 AND 380 IN CARRIZOZO, 0.2 KM (0.1 MI) SOUTH
 DR0745'OF HIGHWAY MILEPOST 129, AT RAILROAD MILEPOST 1445, 36.9 METERS
 DR0745'(121.0 FT) EAST-SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 16.2
 DR0745'METERS (53.0 FT) WEST-NORTHWEST OF THE NEAR RAIL OF THE SOUTHERN
 DR0745'PACIFIC RAILROAD, 7.0 METERS (23.0 FT) WEST OF THE CENTER OF A
 DR0745'TRACK ROAD AND 1.3 METERS (4.2 FT) NORTH-NORTHEAST OF UTILITY POLE
 DR0745'NUMBER 1445.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 DR0745'LOGO CAP.
 DR0745'THE MARK IS 0.5 METERS  SSW FROM A WITNESS POST.
 DR0745'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB3835 ***********************************************************************
 AB3835  DESIGNATION -  F 405 RESET
 AB3835  PID         -  AB3835
 AB3835  STATE/COUNTY-  NM/TORRANCE
 AB3835  USGS QUAD   -  ENCINO (1978)
 AB3835
 AB3835                         *CURRENT SURVEY CONTROL
 AB3835  ___________________________________________________________________
 AB3835* NAD 83(1986)-  34 37 42.     (N)    105 23 50.     (W)     SCALED    
 AB3835* NAVD 88     -      1881.36   (meters)    6172.4    (feet)  RESET     
 AB3835  ___________________________________________________________________
 AB3835  GEOID HEIGHT-         -20.12  (meters)                     GEOID03
 AB3835
 AB3835  VERT ORDER  -  THIRD
 AB3835
 AB3835.The horizontal coordinates were scaled from a topographic map and have
 AB3835.an estimated accuracy of +/- 6 seconds.
 AB3835
 AB3835.The orthometric height was computed from unverified reset data.
 AB3835
 AB3835.The geoid height was determined by GEOID03.
 AB3835
 AB3835;                    North         East    Units  Estimated Accuracy
 AB3835;SPC NM C     -   402,680.      578,190.      MT  (+/- 180 meters Scaled)
 AB3835
 AB3835                          SUPERSEDED SURVEY CONTROL
 AB3835
 AB3835.No superseded survey control is available for this station.
 AB3835
 AB3835_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDU635319(NAD 83)
 AB3835_MARKER: I = METAL ROD
 AB3835_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB3835_STAMPING: F 405 RESET 1993
 AB3835_MARK LOGO: NGS   
 AB3835_PROJECTION: FLUSH
 AB3835_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB3835_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB3835_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB3835+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AB3835_ROD/PIPE-DEPTH: 5.50 meters
 AB3835_SLEEVE-DEPTH  : 0.9 meters
 AB3835
 AB3835  HISTORY     - Date     Condition        Report By
 AB3835  HISTORY     - 1993     MONUMENTED       NGS
 AB3835
 AB3835                          STATION DESCRIPTION
 AB3835
 AB3835'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993 (WAS)
 AB3835'THE STATION IS LOCATED ABOUT 4 MI (6.4 KM) SOUTHEAST OF ENCINO IN THE
 AB3835'RIGHT-OF-WAY OF U.S.  HIGHWAYS 60 AND 285, ON THE NORTH SIDE OF THE
 AB3835'HIGHWAY.  TO REACH THE STATION FROM THE U.S.  POST OFFICE IN ENCINO,
 AB3835'GO EAST ON U.S.  HIGHWAYS 60/285 FOR 3.4 MI (5.5 KM) TO A BRIDGE OVER
 AB3835'THE RAILROAD TRACKS.  CONTINUE SOUTH AND EAST ON U.S.  60/285 FOR 0.8
 AB3835'MI (1.3 KM) TO MILEPOST 258.  CONTINUE ON U.S.  60/285 FOR 0.1 MI (0.2
 AB3835'KM) TO THE STATION ON THE LEFT, NORTH, SIDE OF THE HIGHWAY JUST BEFORE
 AB3835'A PAVED ACCESS ROAD LEADING TO A GATE ON THE NORTH.  THE STATION IS A
 AB3835'PUNCH MARK IN THE END OF A STAINLESS STEEL ROD IN A 1-INCH
 AB3835'GREASE-FILLED PVC SLEEVE ENCASED IN A 5-INCH PVC PIPE WITH AN NGS LOGO
 AB3835'CAP, STAMPED ---F 405 RESET 1993---, AND SET FLUSH WITH THE GROUND.
 AB3835'THE STATION IS 2.8 M (9.2 FT) SOUTHWEST OF A FENCE AT A POINT ON THE
 AB3835'FENCE THAT IS 35.2 M (115.5 FT) NORTHWEST FROM THE CENTER OF A GATE IN
 AB3835'THE FENCE FOR THE PAVED ACCESS ROAD AND 30.6 M (100.4 FT) NORTHEAST OF
 AB3835'THE CENTERLINE OF U.S.  HIGHWAYS 60/285.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS1098 ***********************************************************************
 DS1098  DESIGNATION -  F 406
 DS1098  PID         -  DS1098
 DS1098  STATE/COUNTY-  NM/OTERO
 DS1098  USGS QUAD   -  TULAROSA NE (1982)
 DS1098
 DS1098                         *CURRENT SURVEY CONTROL
 DS1098  ___________________________________________________________________
 DS1098* NAD 83(1986)-  33 13 30.     (N)    106 03 34.     (W)     SCALED    
 DS1098* NAVD 88     -      1362.463  (meters)    4470.01   (feet)  ADJUSTED  
 DS1098  ___________________________________________________________________
 DS1098  GEOID HEIGHT-         -22.00  (meters)                     GEOID03
 DS1098  DYNAMIC HT  -        1360.472 (meters)    4463.48  (feet)  COMP
 DS1098  MODELED GRAV-     979,128.8   (mgal)                       NAVD 88
 DS1098  OBS GRAVITY -     979,129.4   (mgal)                       GRAV_OBS
 DS1098
 DS1098  VERT ORDER  -  FIRST     CLASS II
 DS1098
 DS1098.The horizontal coordinates were scaled from a topographic map and have
 DS1098.an estimated accuracy of +/- 6 seconds.
 DS1098
 DS1098.The orthometric height was determined by differential leveling
 DS1098.and adjusted by the National Geodetic Survey in June 1991..
 DS1098
 DS1098.The geoid height was determined by GEOID03.
 DS1098
 DS1098.The dynamic height is computed by dividing the NAVD 88
 DS1098.geopotential number by the normal gravity value computed on the
 DS1098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS1098.degrees latitude (g = 980.6199 gals.).
 DS1098
 DS1098.The modeled gravity was interpolated from observed gravity values.
 DS1098.The observed gravity was obtained from relative gravimeter ties
 DS1098.to the IGSN71 gravity network.
 DS1098
 DS1098;                    North         East    Units  Estimated Accuracy
 DS1098;SPC NM C     -   246,720.      517,760.      MT  (+/- 180 meters Scaled)
 DS1098
 DS1098                          SUPERSEDED SURVEY CONTROL
 DS1098
 DS1098.No superseded survey control is available for this station.
 DS1098
 DS1098_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDS012767(NAD 83)
 DS1098_MARKER: DB = BENCH MARK DISK
 DS1098_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DS1098_SP_SET: HEADWALL
 DS1098_STAMPING: F 406 1980
 DS1098_MARK LOGO: NGS   
 DS1098_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DS1098
 DS1098  HISTORY     - Date     Condition        Report By
 DS1098  HISTORY     - 1980     MONUMENTED       NGS
 DS1098
 DS1098                          STATION DESCRIPTION
 DS1098
 DS1098'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 DS1098'17.2 KM (10.7 MI) NORTH FROM TULAROSA.
 DS1098'0.1 KM (0.05 MI) EAST ALONG HIGUERA AVENUE FROM THE POST OFFICE IN
 DS1098'TULAROSA, THENCE 17.1 KM (10.65 MI) NORTHERLY ALONG U.S. HIGHWAY 54,
 DS1098'0.6 KM (0.35 MI) NORTH OF MILEPOST 90, 0.4 KM (0.25 MI) NORTH OF
 DS1098'RAILROAD MILEPOST 1406, IN TOP OF THE SOUTH END OF THE EAST CONCRETE
 DS1098'HEADWALL OF A MULTI-BOX CULVERT, 5.5 METERS (18.0 FT) EAST-NORTHEAST
 DS1098'OF THE CENTERLINE OF THE HIGHWAY AND 2,7 METERS (9.0 FT) NORTH OF
 DS1098'THE SOUTH END OF THE HEADWALL.
 DS1098'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0472 ***********************************************************************
 EP0472  DESIGNATION -  F 407
 EP0472  PID         -  EP0472
 EP0472  STATE/COUNTY-  NM/LINCOLN
 EP0472  USGS QUAD   -  TECOLOTE PEAK (1995)
 EP0472
 EP0472                         *CURRENT SURVEY CONTROL
 EP0472  ___________________________________________________________________
 EP0472* NAD 83(1986)-  34 02 49.     (N)    105 43 37.     (W)     SCALED    
 EP0472* NAVD 88     -      1899.909  (meters)    6233.28   (feet)  ADJUSTED  
 EP0472  ___________________________________________________________________
 EP0472  GEOID HEIGHT-         -20.21  (meters)                     GEOID03
 EP0472  DYNAMIC HT  -        1897.087 (meters)    6224.03  (feet)  COMP
 EP0472  MODELED GRAV-     979,083.3   (mgal)                       NAVD 88
 EP0472
 EP0472  VERT ORDER  -  FIRST     CLASS II
 EP0472
 EP0472.The horizontal coordinates were scaled from a topographic map and have
 EP0472.an estimated accuracy of +/- 6 seconds.
 EP0472
 EP0472.The orthometric height was determined by differential leveling
 EP0472.and adjusted by the National Geodetic Survey in June 1991..
 EP0472
 EP0472.The geoid height was determined by GEOID03.
 EP0472
 EP0472.The dynamic height is computed by dividing the NAVD 88
 EP0472.geopotential number by the normal gravity value computed on the
 EP0472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EP0472.degrees latitude (g = 980.6199 gals.).
 EP0472
 EP0472.The modeled gravity was interpolated from observed gravity values.
 EP0472
 EP0472;                    North         East    Units  Estimated Accuracy
 EP0472;SPC NM C     -   337,980.      548,290.      MT  (+/- 180 meters Scaled)
 EP0472
 EP0472                          SUPERSEDED SURVEY CONTROL
 EP0472
 EP0472.No superseded survey control is available for this station.
 EP0472
 EP0472_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDT329675(NAD 83)
 EP0472_MARKER: I = METAL ROD
 EP0472_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EP0472_SP_SET: STAINLESS STEEL ROD
 EP0472_STAMPING: F 407 1980
 EP0472_MARK LOGO: NGS   
 EP0472_PROJECTION: FLUSH
 EP0472_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EP0472_ROD/PIPE-DEPTH: 1.6  meters
 EP0472
 EP0472  HISTORY     - Date     Condition        Report By
 EP0472  HISTORY     - 1980     MONUMENTED       NGS
 EP0472
 EP0472                          STATION DESCRIPTION
 EP0472
 EP0472'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 EP0472'28.0 KM (17.4 MI) SOUTH FROM CORONA.
 EP0472'28.0 KM (17.4 MI) SOUTHERLY ALONG U.S. HIGHWAY 54 FROM THE POST
 EP0472'OFFICE IN CORONA, 38.5 METERS (126.2 FT) EAST-SOUTHEAST OF THE
 EP0472'CENTERLINE OF THE HIGHWAY, 31.8 METERS (104.4 FT) EAST-SOUTHEAST OF
 EP0472'MILEPOST 154.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A
 EP0472'5-INCH LOGO CAP.
 EP0472'THE MARK IS 0.3 METERS  WNW FROM  A WITNESS POST AND FENCE
 EP0472'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0441 ***********************************************************************
 EP0441  DESIGNATION -  F 408
 EP0441  PID         -  EP0441
 EP0441  STATE/COUNTY-  NM/TORRANCE
 EP0441  USGS QUAD   -  CORONA NORTH (1995)
 EP0441
 EP0441                         *CURRENT SURVEY CONTROL
 EP0441  ___________________________________________________________________
 EP0441* NAD 83(1986)-  34 20 45.     (N)    105 30 57.     (W)     SCALED    
 EP0441* NAVD 88     -      1957.714  (meters)    6422.93   (feet)  ADJUSTED  
 EP0441  ___________________________________________________________________
 EP0441  GEOID HEIGHT-         -20.18  (meters)                     GEOID03
 EP0441  DYNAMIC HT  -        1954.862 (meters)    6413.58  (feet)  COMP
 EP0441  MODELED GRAV-     979,108.6   (mgal)                       NAVD 88
 EP0441
 EP0441  VERT ORDER  -  FIRST     CLASS II
 EP0441
 EP0441.The horizontal coordinates were scaled from a topographic map and have
 EP0441.an estimated accuracy of +/- 6 seconds.
 EP0441
 EP0441.The orthometric height was determined by differential leveling
 EP0441.and adjusted by the National Geodetic Survey in June 1991..
 EP0441
 EP0441.The geoid height was determined by GEOID03.
 EP0441
 EP0441.The dynamic height is computed by dividing the NAVD 88
 EP0441.geopotential number by the normal gravity value computed on the
 EP0441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EP0441.degrees latitude (g = 980.6199 gals.).
 EP0441
 EP0441.The modeled gravity was interpolated from observed gravity values.
 EP0441
 EP0441;                    North         East    Units  Estimated Accuracy
 EP0441;SPC NM C     -   371,260.      567,540.      MT  (+/- 180 meters Scaled)
 EP0441
 EP0441                          SUPERSEDED SURVEY CONTROL
 EP0441
 EP0441.No superseded survey control is available for this station.
 EP0441
 EP0441_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDU525006(NAD 83)
 EP0441_MARKER: DB = BENCH MARK DISK
 EP0441_SETTING: 66 = SET IN ROCK OUTCROP
 EP0441_SP_SET: ROCK OUTCROP
 EP0441_STAMPING: F 408 1980
 EP0441_MARK LOGO: NGS   
 EP0441_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EP0441
 EP0441  HISTORY     - Date     Condition        Report By
 EP0441  HISTORY     - 1980     MONUMENTED       NGS
 EP0441
 EP0441                          STATION DESCRIPTION
 EP0441
 EP0441'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 EP0441'13.7 KM (8.5 MI) NORTH FROM CORONA.
 EP0441'13.7 KM (8.5 MI) NORTHERLY ALONG U.S. HIGHWAY 54 FROM THE POST
 EP0441'OFFICE IN CORONA, 0.6 KM (0.4 MI) NORTHEAST OF MILEPOST 179, IN THE
 EP0441'SOUTHWEST END OF A 300 FT ROCK CUT, 12.2 METERS (39.9 FT)
 EP0441'EAST-SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY AND 9.9 METERS
 EP0441'(32.5 FT) WEST-NORTHWEST OF A FENCE.
 EP0441'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 EP0441'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0420 ***********************************************************************
 EP0420  DESIGNATION -  F 409
 EP0420  PID         -  EP0420
 EP0420  STATE/COUNTY-  NM/GUADALUPE
 EP0420  USGS QUAD   -  TEJON (1978)
 EP0420
 EP0420                         *CURRENT SURVEY CONTROL
 EP0420  ___________________________________________________________________
 EP0420* NAD 83(1986)-  34 35 21.     (N)    105 15 50.     (W)     SCALED    
 EP0420* NAVD 88     -      1845.164  (meters)    6053.68   (feet)  ADJUSTED  
 EP0420  ___________________________________________________________________
 EP0420  GEOID HEIGHT-         -20.61  (meters)                     GEOID03
 EP0420  DYNAMIC HT  -        1842.555 (meters)    6045.12  (feet)  COMP
 EP0420  MODELED GRAV-     979,155.3   (mgal)                       NAVD 88
 EP0420
 EP0420  VERT ORDER  -  FIRST     CLASS II
 EP0420
 EP0420.The horizontal coordinates were scaled from a topographic map and have
 EP0420.an estimated accuracy of +/- 6 seconds.
 EP0420
 EP0420.The orthometric height was determined by differential leveling
 EP0420.and adjusted by the National Geodetic Survey in June 1991..
 EP0420.WARNING-Repeat measurements at this control monument indicate possible
 EP0420.vertical movement.
 EP0420
 EP0420.The geoid height was determined by GEOID03.
 EP0420
 EP0420.The dynamic height is computed by dividing the NAVD 88
 EP0420.geopotential number by the normal gravity value computed on the
 EP0420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EP0420.degrees latitude (g = 980.6199 gals.).
 EP0420
 EP0420.The modeled gravity was interpolated from observed gravity values.
 EP0420
 EP0420;                    North         East    Units  Estimated Accuracy
 EP0420;SPC NM E     -   398,400.       79,640.      MT  (+/- 180 meters Scaled)
 EP0420
 EP0420                          SUPERSEDED SURVEY CONTROL
 EP0420
 EP0420.No superseded survey control is available for this station.
 EP0420
 EP0420_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDU758275(NAD 83)
 EP0420_MARKER: I = METAL ROD
 EP0420_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 EP0420_STAMPING: F 409 1981
 EP0420_MARK LOGO: NGS   
 EP0420_PROJECTION: FLUSH
 EP0420_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EP0420+STABILITY: POSITION/ELEVATION WELL
 EP0420_ROD/PIPE-DEPTH: 11.9 meters
 EP0420_SLEEVE-DEPTH  : 8.8 meters
 EP0420
 EP0420  HISTORY     - Date     Condition        Report By
 EP0420  HISTORY     - 1981     MONUMENTED       NGS
 EP0420  HISTORY     - 1982     GOOD             NGS
 EP0420
 EP0420                          STATION DESCRIPTION
 EP0420
 EP0420'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 EP0420'4.7 KM (2.95 MI) WEST FROM VAUGHN.
 EP0420'4.7 KM (2.95 MI) WESTERLY ALONG U.S. HIGHWAY 60 FROM THE POST OFFICE
 EP0420'IN VAUGHN, 1.2 KM (0.75 MI) WEST OF THE JUNCTION OF U.S. HIGHWAYS
 EP0420'60 AND 54, AT A FIELD ENTRANCE ROAD, 29.6 METERS (97.2 FT) SOUTH
 EP0420'OF THE CENTERLINE OF THE HIGHWAY AND 6.7 METERS (22.1 FT) EAST OF
 EP0420'THE CENTER OF THE FIELD ENTRANCE.  NOTE=ACCESS TO THE DATUM POINT
 EP0420'IS THROUGH A 5-INCH LOGO CAP.
 EP0420'THE MARK IS 0.7 METERS  N FROM  WITNESS POST AND FENCE
 EP0420'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 EP0420
 EP0420                          STATION RECOVERY (1982)
 EP0420
 EP0420'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 EP0420'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0427 ***********************************************************************
 EQ0427  DESIGNATION -  F 41
 EQ0427  PID         -  EQ0427
 EQ0427  STATE/COUNTY-  NM/SOCORRO
 EQ0427  USGS QUAD   -  AUGUSTINE WELL (1965)
 EQ0427
 EQ0427                         *CURRENT SURVEY CONTROL
 EQ0427  ___________________________________________________________________
 EQ0427* NAD 83(1986)-  34 04 51.     (N)    107 39 14.     (W)     SCALED    
 EQ0427* NAVD 88     -      2129.645  (meters)    6987.01   (feet)  ADJUSTED  
 EQ0427  ___________________________________________________________________
 EQ0427  GEOID HEIGHT-         -21.62  (meters)                     GEOID03
 EQ0427  DYNAMIC HT  -        2126.328 (meters)    6976.13  (feet)  COMP
 EQ0427  MODELED GRAV-     979,002.1   (mgal)                       NAVD 88
 EQ0427
 EQ0427  VERT ORDER  -  FIRST     CLASS II
 EQ0427
 EQ0427.The horizontal coordinates were scaled from a topographic map and have
 EQ0427.an estimated accuracy of +/- 6 seconds.
 EQ0427
 EQ0427.The orthometric height was determined by differential leveling
 EQ0427.and adjusted by the National Geodetic Survey in June 1991..
 EQ0427
 EQ0427.The geoid height was determined by GEOID03.
 EQ0427
 EQ0427.The dynamic height is computed by dividing the NAVD 88
 EQ0427.geopotential number by the normal gravity value computed on the
 EQ0427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0427.degrees latitude (g = 980.6199 gals.).
 EQ0427
 EQ0427.The modeled gravity was interpolated from observed gravity values.
 EQ0427
 EQ0427;                    North         East    Units  Estimated Accuracy
 EQ0427;SPC NM C     -   342,510.      370,430.      MT  (+/- 180 meters Scaled)
 EQ0427
 EQ0427                          SUPERSEDED SURVEY CONTROL
 EQ0427
 EQ0427  NGVD 29 (??/??/92) 2128.766  (m)         6984.13   (f) ADJ UNCH    1 2
 EQ0427
 EQ0427.Superseded values are not recommended for survey control.
 EQ0427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0427.See file dsdata.txt to determine how the superseded data were derived.
 EQ0427
 EQ0427_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBT551742(NAD 83)
 EQ0427_MARKER: DB = BENCH MARK DISK
 EQ0427_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EQ0427_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EQ0427_STAMPING: F-41 1934
 EQ0427_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EQ0427+STABILITY: SURFACE MOTION
 EQ0427
 EQ0427  HISTORY     - Date     Condition        Report By
 EQ0427  HISTORY     - 1934     MONUMENTED       CGS
 EQ0427
 EQ0427                          STATION DESCRIPTION
 EQ0427
 EQ0427'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EQ0427'11.6 MI E FROM DATIL.
 EQ0427'FROM POST OFFICE ON US HWY NO. 60, ABOUT 1.7 MI EAST OF AUGUSTINE POST
 EQ0427'OFFICE, ABOUT 0.3 MI WEST OF A FENCE CORNER AT THE CURVE IN THE HWY,
 EQ0427'66 FEET SOUTH OF THE CENTERLINE OF THE HWY, AND 1 FOOT NORTH OF THE
 EQ0427'FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0648 ***********************************************************************
 CW0648  DESIGNATION -  F 410
 CW0648  PID         -  CW0648
 CW0648  STATE/COUNTY-  NM/OTERO
 CW0648  USGS QUAD   -  ALAMOGORDO NORTH (1981)
 CW0648
 CW0648                         *CURRENT SURVEY CONTROL
 CW0648  ___________________________________________________________________
 CW0648* NAD 83(1986)-  32 55 52.     (N)    105 58 00.     (W)     SCALED    
 CW0648* NAVD 88     -      1345.131  (meters)    4413.15   (feet)  ADJUSTED  
 CW0648  ___________________________________________________________________
 CW0648  GEOID HEIGHT-         -21.95  (meters)                     GEOID03
 CW0648  DYNAMIC HT  -        1343.140 (meters)    4406.62  (feet)  COMP
 CW0648  MODELED GRAV-     979,111.6   (mgal)                       NAVD 88
 CW0648
 CW0648  VERT ORDER  -  FIRST     CLASS II
 CW0648
 CW0648.The horizontal coordinates were scaled from a topographic map and have
 CW0648.an estimated accuracy of +/- 6 seconds.
 CW0648
 CW0648.The orthometric height was determined by differential leveling
 CW0648.and adjusted by the National Geodetic Survey in June 1991..
 CW0648
 CW0648.The geoid height was determined by GEOID03.
 CW0648
 CW0648.The dynamic height is computed by dividing the NAVD 88
 CW0648.geopotential number by the normal gravity value computed on the
 CW0648.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0648.degrees latitude (g = 980.6199 gals.).
 CW0648
 CW0648.The modeled gravity was interpolated from observed gravity values.
 CW0648
 CW0648;                    North         East    Units  Estimated Accuracy
 CW0648;SPC NM C     -   214,150.      526,500.      MT  (+/- 180 meters Scaled)
 CW0648
 CW0648                          SUPERSEDED SURVEY CONTROL
 CW0648
 CW0648.No superseded survey control is available for this station.
 CW0648
 CW0648_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDS096440(NAD 83)
 CW0648_MARKER: I = METAL ROD
 CW0648_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CW0648_SP_SET: STAINLESS STEEL ROD
 CW0648_STAMPING: F 410 1980
 CW0648_MARK LOGO: NGS   
 CW0648_PROJECTION: FLUSH
 CW0648_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CW0648_ROD/PIPE-DEPTH: 8.5  meters
 CW0648
 CW0648  HISTORY     - Date     Condition        Report By
 CW0648  HISTORY     - 1980     MONUMENTED       NGS
 CW0648
 CW0648                          STATION DESCRIPTION
 CW0648
 CW0648'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CW0648'5.5 KM (3.4 MI) NORTH FROM ALAMOGORDO.
 CW0648'5.5 KM (3.4 MI) NORTHERLY ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 CW0648'THE STATION IN ALAMOGORDO, 15.2 METERS
 CW0648'(50.0 FT) SOUTHWEST OF THE NEAR RAIL, 10.8 METERS (35.5 FT) NORTHEAST
 CW0648'OF THE CENTER OF A DIRT ROAD AND 0.9 METER (3.1 FT) NORTHWEST OF
 CW0648'MILE POST NUMBER 1385.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH
 CW0648'A 5-INCH LOGO CAP.
 CW0648'THE MARK IS 0.4 METERS  NW FROM A WITNESS POST.
 CW0648'THE MARK IS 0.6 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1284 ***********************************************************************
 CX1284  DESIGNATION -  F 411
 CX1284  PID         -  CX1284
 CX1284  STATE/COUNTY-  NM/OTERO
 CX1284  USGS QUAD   -  TRES HERMANOS SE (1982)
 CX1284
 CX1284                         *CURRENT SURVEY CONTROL
 CX1284  ___________________________________________________________________
 CX1284* NAD 83(1986)-  32 34 24.     (N)    106 00 56.     (W)     SCALED    
 CX1284* NAVD 88     -      1230.583  (meters)    4037.34   (feet)  ADJUSTED  
 CX1284  ___________________________________________________________________
 CX1284  GEOID HEIGHT-         -22.78  (meters)                     GEOID03
 CX1284  DYNAMIC HT  -        1228.781 (meters)    4031.43  (feet)  COMP
 CX1284  MODELED GRAV-     979,132.1   (mgal)                       NAVD 88
 CX1284  OBS GRAVITY -     979,132.1   (mgal)                       GRAV_OBS
 CX1284
 CX1284  VERT ORDER  -  FIRST     CLASS II
 CX1284
 CX1284.The horizontal coordinates were scaled from a topographic map and have
 CX1284.an estimated accuracy of +/- 6 seconds.
 CX1284
 CX1284.The orthometric height was determined by differential leveling
 CX1284.and adjusted by the National Geodetic Survey in June 1991..
 CX1284
 CX1284.The geoid height was determined by GEOID03.
 CX1284
 CX1284.The dynamic height is computed by dividing the NAVD 88
 CX1284.geopotential number by the normal gravity value computed on the
 CX1284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX1284.degrees latitude (g = 980.6199 gals.).
 CX1284
 CX1284.The modeled gravity was interpolated from observed gravity values.
 CX1284.The observed gravity was obtained from relative gravimeter ties
 CX1284.to the IGSN71 gravity network.
 CX1284
 CX1284;                    North         East    Units  Estimated Accuracy
 CX1284;SPC NM C     -   174,460.      522,010.      MT  (+/- 180 meters Scaled)
 CX1284
 CX1284                          SUPERSEDED SURVEY CONTROL
 CX1284
 CX1284.No superseded survey control is available for this station.
 CX1284
 CX1284_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDS046044(NAD 83)
 CX1284_MARKER: I = METAL ROD
 CX1284_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 CX1284_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 CX1284_STAMPING: F 411 1981
 CX1284_MARK LOGO: NGS   
 CX1284_PROJECTION: FLUSH
 CX1284_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CX1284+STABILITY: POSITION/ELEVATION WELL
 CX1284_ROD/PIPE-DEPTH: 9.8  meters
 CX1284_SLEEVE-DEPTH  : 8.5 meters
 CX1284
 CX1284  HISTORY     - Date     Condition        Report By
 CX1284  HISTORY     - 1981     MONUMENTED       NGS
 CX1284
 CX1284                          STATION DESCRIPTION
 CX1284
 CX1284'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CX1284'25.8 KM (16.05 MI) NORT FROM OROGRANDE.
 CX1284'0.9 KM (0.55 MI) SOUTH ALONG U.S. HIGHWAY 54 FROM THE POST OFFICE
 CX1284'IN OROGRANDE, THENCE 0.6 KM (0.4 MI) SOUTHEAST ALONG A PAVED ROAD,
 CX1284'THENCE 24.3 KM (15.1 MI) NORTHERLY ALONG THE SOUTHERN PACIFIC
 CX1284'RAILROAD, 0.2 KM (0.1 MI) SOUTH OF HIGHWAY MILE POST 44, 57.0 METERS
 CX1284'(187.0 FT) EAST OF THE CENTERLINE OF U.S. HIGHWAY 54, 19.5 METERS
 CX1284'(63.9 FT) WEST OF THE NEAR RAIL AND 2.3 METERS (7.6 FT) WEST OF A
 CX1284'UTILITY POLE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 CX1284'LOGO CAP.
 CX1284'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 CX1284'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1288 ***********************************************************************
 CX1288  DESIGNATION -  F 412
 CX1288  PID         -  CX1288
 CX1288  STATE/COUNTY-  NM/OTERO
 CX1288  USGS QUAD   -  TRES HERMANOS SE (1982)
 CX1288
 CX1288                         *CURRENT SURVEY CONTROL
 CX1288  ___________________________________________________________________
 CX1288* NAD 83(1986)-  32 30 14.     (N)    106 01 50.     (W)     SCALED    
 CX1288* NAVD 88     -      1228.537  (meters)    4030.63   (feet)  ADJUSTED  
 CX1288  ___________________________________________________________________
 CX1288  GEOID HEIGHT-         -22.82  (meters)                     GEOID03
 CX1288  DYNAMIC HT  -        1226.738 (meters)    4024.72  (feet)  COMP
 CX1288  MODELED GRAV-     979,131.3   (mgal)                       NAVD 88
 CX1288  OBS GRAVITY -     979,132.6   (mgal)                       GRAV_OBS
 CX1288
 CX1288  VERT ORDER  -  FIRST     CLASS II
 CX1288
 CX1288.The horizontal coordinates were scaled from a topographic map and have
 CX1288.an estimated accuracy of +/- 6 seconds.
 CX1288
 CX1288.The orthometric height was determined by differential leveling
 CX1288.and adjusted by the National Geodetic Survey in June 1991..
 CX1288
 CX1288.The geoid height was determined by GEOID03.
 CX1288
 CX1288.The dynamic height is computed by dividing the NAVD 88
 CX1288.geopotential number by the normal gravity value computed on the
 CX1288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX1288.degrees latitude (g = 980.6199 gals.).
 CX1288
 CX1288.The modeled gravity was interpolated from observed gravity values.
 CX1288.The observed gravity was obtained from relative gravimeter ties
 CX1288.to the IGSN71 gravity network.
 CX1288
 CX1288;                    North         East    Units  Estimated Accuracy
 CX1288;SPC NM C     -   166,760.      520,620.      MT  (+/- 180 meters Scaled)
 CX1288
 CX1288                          SUPERSEDED SURVEY CONTROL
 CX1288
 CX1288.No superseded survey control is available for this station.
 CX1288
 CX1288_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDR031967(NAD 83)
 CX1288_MARKER: DB = BENCH MARK DISK
 CX1288_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CX1288_SP_SET: ABUTMENT
 CX1288_STAMPING: F 412 1981
 CX1288_MARK LOGO: NGS   
 CX1288_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CX1288
 CX1288  HISTORY     - Date     Condition        Report By
 CX1288  HISTORY     - 1981     MONUMENTED       NGS
 CX1288
 CX1288                          STATION DESCRIPTION
 CX1288
 CX1288'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CX1288'17.7 KM (11.05 MI) NORT FROM OROGRANDE.
 CX1288'0.9 KM (0.55 MI) SOUTH ALONG U.S. HIGHWAY 54 FROM THE POST OFFICE
 CX1288'IN OROGRANDE, THENCE 0.6 KM (0.4 MI) SOUTHEAST ALONG A PAVED ROAD,
 CX1288'THENCE 16.3 KM (10.1 MI) NORTHERLY ALONG THE SOUTHERN PACIFIC
 CX1288'RAILROAD, 0.2 KM (0.1 MI) SOUTH OF RAILROAD SIGNAL NUMBER 1355.4,
 CX1288'IN TOP OF AND 0.5 METER (1.5 FT) WEST OF THE EAST END OF THE NORTH
 CX1288'CONCRETE ABUTMENT OF RAILROAD BRIDGE NUMBER 1355.22, AND 2.1 METERS
 CX1288'(7.0 FT) EAST OF THE NEAR RAIL.
 CX1288'THE MARK IS 0.2 M BELOW THE RAILS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1342 ***********************************************************************
 CX1342  DESIGNATION -  F 413
 CX1342  PID         -  CX1342
 CX1342  STATE/COUNTY-  NM/DONA ANA
 CX1342  USGS QUAD   -  LAS CRUCES (1978)
 CX1342
 CX1342                         *CURRENT SURVEY CONTROL
 CX1342  ___________________________________________________________________
 CX1342* NAD 83(1986)-  32 18 13.     (N)    106 50 45.     (W)     SCALED    
 CX1342* NAVD 88     -      1187.694  (meters)    3896.63   (feet)  ADJUSTED  
 CX1342  ___________________________________________________________________
 CX1342  GEOID HEIGHT-         -24.05  (meters)                     GEOID03
 CX1342  DYNAMIC HT  -        1185.916 (meters)    3890.79  (feet)  COMP
 CX1342  MODELED GRAV-     979,101.7   (mgal)                       NAVD 88
 CX1342
 CX1342  VERT ORDER  -  FIRST     CLASS II
 CX1342
 CX1342.The horizontal coordinates were scaled from a topographic map and have
 CX1342.an estimated accuracy of +/- 6 seconds.
 CX1342
 CX1342.The orthometric height was determined by differential leveling
 CX1342.and adjusted by the National Geodetic Survey in June 1991..
 CX1342
 CX1342.The geoid height was determined by GEOID03.
 CX1342
 CX1342.The dynamic height is computed by dividing the NAVD 88
 CX1342.geopotential number by the normal gravity value computed on the
 CX1342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX1342.degrees latitude (g = 980.6199 gals.).
 CX1342
 CX1342.The modeled gravity was interpolated from observed gravity values.
 CX1342
 CX1342;                    North         East    Units  Estimated Accuracy
 CX1342;SPC NM C     -   144,690.      443,890.      MT  (+/- 180 meters Scaled)
 CX1342
 CX1342                          SUPERSEDED SURVEY CONTROL
 CX1342
 CX1342.No superseded survey control is available for this station.
 CX1342
 CX1342_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR262755(NAD 83)
 CX1342_MARKER: I = METAL ROD
 CX1342_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CX1342_SP_SET: STAINLESS STEEL ROD
 CX1342_STAMPING: F 413 1981
 CX1342_MARK LOGO: NGS   
 CX1342_PROJECTION: FLUSH
 CX1342_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CX1342_ROD/PIPE-DEPTH: 20.7 meters
 CX1342
 CX1342  HISTORY     - Date     Condition        Report By
 CX1342  HISTORY     - 1981     MONUMENTED       NGS
 CX1342  HISTORY     - 19961223 GOOD             USPSQD
 CX1342
 CX1342                          STATION DESCRIPTION
 CX1342
 CX1342'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CX1342'6.3 KM (3.9 MI) SW FROM LAS CRUCES.
 CX1342'0.7 KM (0.45 MI) NORTHWEST ALONG THE ATCHISON TOPEKA AND SANTA FE
 CX1342'RAILROAD FROM THE RAILROAD STATION IN LAS CRUCES, THENCE 5.6 KM
 CX1342'(3.45 MI) SOUTHWEST ALONG U. S. HIGHWAY 70 (PICACHO AVENUE), AT
 CX1342'THE JUNCTION OF A PAVED ROAD LEADING SOUTHEAST, 37.2 METERS (122.0FT)
 CX1342'NORTHEAST OF THE CENTER OF THE PAVED ROAD, 12.4 METERS (40.7 FT)
 CX1342'SOUTHEAST OF THE CENTERLINE OF THE EAST BOUND LANES OF THE HIGHWAY,
 CX1342'1.7 METERS (5.6 FT) NORTHEAST OF A UTILITY POLE AND 0.8 METERS
 CX1342'(2.6 FT) NORTHWEST OF A FENCE.  NOTE=ACCESS TO THE DATUM POINT IS
 CX1342'THROUGH A 5-INCH LOGO CAP.
 CX1342'THE MARK IS 0.4 METERS  SW FROM A WITNESS POST.
 CX1342'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 CX1342
 CX1342                          STATION RECOVERY (1996)
 CX1342
 CX1342'RECOVERY NOTE BY US POWER SQUADRON 1996
 CX1342'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0677 ***********************************************************************
 CW0677  DESIGNATION -  F 414
 CW0677  PID         -  CW0677
 CW0677  STATE/COUNTY-  NM/EDDY
 CW0677  USGS QUAD   -  RED BLUFF (1985)
 CW0677
 CW0677                         *CURRENT SURVEY CONTROL
 CW0677  ___________________________________________________________________
 CW0677* NAD 83(1986)-  32 03 36.     (N)    104 04 00.     (W)     SCALED    
 CW0677* NAVD 88     -       907.845  (meters)    2978.49   (feet)  ADJUSTED  
 CW0677  ___________________________________________________________________
 CW0677  GEOID HEIGHT-         -25.48  (meters)                     GEOID03
 CW0677  DYNAMIC HT  -         906.513 (meters)    2974.12  (feet)  COMP
 CW0677  MODELED GRAV-     979,143.6   (mgal)                       NAVD 88
 CW0677
 CW0677  VERT ORDER  -  FIRST     CLASS II
 CW0677
 CW0677.The horizontal coordinates were scaled from a topographic map and have
 CW0677.an estimated accuracy of +/- 6 seconds.
 CW0677
 CW0677.The orthometric height was determined by differential leveling
 CW0677.and adjusted by the National Geodetic Survey in June 1991..
 CW0677
 CW0677.The geoid height was determined by GEOID03.
 CW0677
 CW0677.The dynamic height is computed by dividing the NAVD 88
 CW0677.geopotential number by the normal gravity value computed on the
 CW0677.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0677.degrees latitude (g = 980.6199 gals.).
 CW0677
 CW0677.The modeled gravity was interpolated from observed gravity values.
 CW0677
 CW0677;                    North         East    Units  Estimated Accuracy
 CW0677;SPC NM E     -   117,550.      190,180.      MT  (+/- 180 meters Scaled)
 CW0677
 CW0677                          SUPERSEDED SURVEY CONTROL
 CW0677
 CW0677.No superseded survey control is available for this station.
 CW0677
 CW0677_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SER881474(NAD 83)
 CW0677_MARKER: I = METAL ROD
 CW0677_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CW0677+WITH SETTING: INFORMATION.
 CW0677_SP_SET: SHALLOW SET METAL ROD
 CW0677_STAMPING: F 414 1981
 CW0677_MARK LOGO: NGS   
 CW0677_PROJECTION: FLUSH
 CW0677_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CW0677_ROD/PIPE-DEPTH: 3.0  meters
 CW0677
 CW0677  HISTORY     - Date     Condition        Report By
 CW0677  HISTORY     - 1981     MONUMENTED       NGS
 CW0677
 CW0677                          STATION DESCRIPTION
 CW0677
 CW0677'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CW0677'18.2 KM (11.3 MI) SOUTH FROM MALAGA.
 CW0677'18.2 KM (11.3 MI) SOUTHERLY ALONG U.S. HIGHWAY 285 FROM THE POST
 CW0677'OFFICE IN MALAGA, 0.2 KM (0.15 MI) SOUTH OF MILE POST 5, 86.9 METERS
 CW0677'(285.0 FT) WEST OF THE CENTERLINE OF THE HIGHWAY, 8.0 METERS (26.2 FT)
 CW0677'SOUTH OF THE CENTER OF A GRAVELED ROAD LEADING WEST, AND 4.9 METERS
 CW0677'(16.2 FT) SOUTH OF A FENCE CORNER AND THE SOUTH CENTER POST OF A
 CW0677'CATTLE GUARD.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 CW0677'LOGO CAP.  REFUSAL WAS REACHED AT 10.0 FT.
 CW0677'THE MARK IS 0.4 METERS  W FROM  A WITNESS POST AND FENCE
 CW0677'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0694 ***********************************************************************
 CW0694  DESIGNATION -  F 415
 CW0694  PID         -  CW0694
 CW0694  STATE/COUNTY-  NM/EDDY
 CW0694  USGS QUAD   -  CARLSBAD WEST   C (1985)
 CW0694
 CW0694                         *CURRENT SURVEY CONTROL
 CW0694  ___________________________________________________________________
 CW0694* NAD 83(1986)-  32 27 54.     (N)    104 16 20.     (W)     SCALED    
 CW0694* NAVD 88     -       965.209  (meters)    3166.69   (feet)  ADJUSTED  
 CW0694  ___________________________________________________________________
 CW0694  GEOID HEIGHT-         -24.01  (meters)                     GEOID03
 CW0694  DYNAMIC HT  -         963.841 (meters)    3162.20  (feet)  COMP
 CW0694  MODELED GRAV-     979,189.0   (mgal)                       NAVD 88
 CW0694
 CW0694  VERT ORDER  -  FIRST     CLASS II
 CW0694
 CW0694.The horizontal coordinates were scaled from a topographic map and have
 CW0694.an estimated accuracy of +/- 6 seconds.
 CW0694
 CW0694.The orthometric height was determined by differential leveling
 CW0694.and adjusted by the National Geodetic Survey in June 1991..
 CW0694
 CW0694.The geoid height was determined by GEOID03.
 CW0694
 CW0694.The dynamic height is computed by dividing the NAVD 88
 CW0694.geopotential number by the normal gravity value computed on the
 CW0694.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0694.degrees latitude (g = 980.6199 gals.).
 CW0694
 CW0694.The modeled gravity was interpolated from observed gravity values.
 CW0694
 CW0694;                    North         East    Units  Estimated Accuracy
 CW0694;SPC NM E     -   162,430.      170,750.      MT  (+/- 180 meters Scaled)
 CW0694
 CW0694                          SUPERSEDED SURVEY CONTROL
 CW0694
 CW0694.No superseded survey control is available for this station.
 CW0694
 CW0694_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SER683922(NAD 83)
 CW0694_MARKER: DB = BENCH MARK DISK
 CW0694_SETTING: 66 = SET IN ROCK OUTCROP
 CW0694_SP_SET: ROCK OUTCROP
 CW0694_STAMPING: F 415 1982
 CW0694_MARK LOGO: NGS   
 CW0694_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CW0694+STABILITY: POSITION/ELEVATION WELL
 CW0694
 CW0694  HISTORY     - Date     Condition        Report By
 CW0694  HISTORY     - 1982     MONUMENTED       NGS
 CW0694
 CW0694                          STATION DESCRIPTION
 CW0694
 CW0694'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CW0694'7.7 KM (4.8 MI) NW FROM CARLSBAD.
 CW0694'7.7 KM (4.8 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 285 FROM ITS
 CW0694'JUNCTION WITH U.S. HIGHWAY 180 AND 62 IN CARLSBAD, 0.4 KM (0.25 MI)
 CW0694'NORTHWEST OF THE JUNCTION OF A ROAD LEADING NORTH, IN A 3 BY 4 FT
 CW0694'EXPOSED AREA OF OUTCROPPING BEDROCK, 16.2 METERS (53.1 FT) NORTHEAST
 CW0694'OF THE CENTERLINE OF THE HIGHWAY, 10.9 METERS (35.8 FT) WEST OF A
 CW0694'UTILITY POLE AND 5.6 METERS (18.4 FT) SOUTHWEST OF A FENCE.
 CW0694'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 CW0694'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0718 ***********************************************************************
 CW0718  DESIGNATION -  F 416
 CW0718  PID         -  CW0718
 CW0718  STATE/COUNTY-  NM/EDDY
 CW0718  USGS QUAD   -  ARTESIA (1975)
 CW0718
 CW0718                         *CURRENT SURVEY CONTROL
 CW0718  ___________________________________________________________________
 CW0718* NAD 83(1986)-  32 49 42.     (N)    104 23 42.     (W)     SCALED    
 CW0718* NAVD 88     -      1031.081  (meters)    3382.80   (feet)  ADJUSTED  
 CW0718  ___________________________________________________________________
 CW0718  GEOID HEIGHT-         -23.16  (meters)                     GEOID03
 CW0718  DYNAMIC HT  -        1029.653 (meters)    3378.12  (feet)  COMP
 CW0718  MODELED GRAV-     979,218.7   (mgal)                       NAVD 88
 CW0718
 CW0718  VERT ORDER  -  FIRST     CLASS II
 CW0718
 CW0718.The horizontal coordinates were scaled from a topographic map and have
 CW0718.an estimated accuracy of +/- 6 seconds.
 CW0718
 CW0718.The orthometric height was determined by differential leveling
 CW0718.and adjusted by the National Geodetic Survey in June 1991..
 CW0718
 CW0718.The geoid height was determined by GEOID03.
 CW0718
 CW0718.The dynamic height is computed by dividing the NAVD 88
 CW0718.geopotential number by the normal gravity value computed on the
 CW0718.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0718.degrees latitude (g = 980.6199 gals.).
 CW0718
 CW0718.The modeled gravity was interpolated from observed gravity values.
 CW0718
 CW0718;                    North         East    Units  Estimated Accuracy
 CW0718;SPC NM E     -   202,720.      159,230.      MT  (+/- 180 meters Scaled)
 CW0718
 CW0718                          SUPERSEDED SURVEY CONTROL
 CW0718
 CW0718.No superseded survey control is available for this station.
 CW0718
 CW0718_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES566324(NAD 83)
 CW0718_MARKER: I = METAL ROD
 CW0718_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CW0718_SP_SET: STAINLESS STEEL ROD
 CW0718_STAMPING: F 416 1982
 CW0718_MARK LOGO: NGS   
 CW0718_PROJECTION: FLUSH
 CW0718_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CW0718_ROD/PIPE-DEPTH: 3.4  meters
 CW0718
 CW0718  HISTORY     - Date     Condition        Report By
 CW0718  HISTORY     - 1982     MONUMENTED       NGS
 CW0718
 CW0718                          STATION DESCRIPTION
 CW0718
 CW0718'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CW0718'1.7 KM (1.05 MI) SOUTH FROM ARTESIA.
 CW0718'1.7 KM (1.05 MI) SOUTHERLY ALONG THE SANTA FE RAILROAD FROM THE
 CW0718'RAILROAD STATION IN ARTESIA, 0.1 KM (0.05 MI) NORTH OF MILEPOST 151,
 CW0718'27.0 METERS (88.6 FT) EAST OF THE NEAR RAIL, 7.6 METERS (24.9 FT)
 CW0718'NORTH OF THE CENTER OF COUNTY ROAD 57, 1.1 METERS (3.6 FT) EAST OF A
 CW0718'UTILITY POLE WITH 2 GUY WIRES AND 1.1 METERS (3.6 FT) SOUTHEAST OF A
 CW0718'FENCE CORNER.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 CW0718'CAP.
 CW0718'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST AND FENCE
 CW0718'THE MARK IS 0.3 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA5735 ***********************************************************************
 AA5735  DESIGNATION -  F 417 RESET
 AA5735  PID         -  AA5735
 AA5735  STATE/COUNTY-  NM/EDDY
 AA5735  USGS QUAD   -  TOWER HILL NORTH (1985)
 AA5735
 AA5735                         *CURRENT SURVEY CONTROL
 AA5735  ___________________________________________________________________
 AA5735* NAD 83(1986)-  32 31 24.     (N)    103 58 36.     (W)     SCALED    
 AA5735* NAVD 88     -      1033.14   (+/-2cm)    3389.6    (feet)  VERTCON   
 AA5735  ___________________________________________________________________
 AA5735  GEOID HEIGHT-         -23.96  (meters)                     GEOID03
 AA5735
 AA5735  VERT ORDER  -  THIRD (See Below)
 AA5735
 AA5735.The horizontal coordinates were scaled from a topographic map and have
 AA5735.an estimated accuracy of +/- 6 seconds.
 AA5735
 AA5735.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA5735.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA5735.The vertical order pertains to the NGVD 29 superseded value.
 AA5735
 AA5735.The geoid height was determined by GEOID03.
 AA5735
 AA5735;                    North         East    Units  Estimated Accuracy
 AA5735;SPC NM E     -   168,950.      198,510.      MT  (+/- 180 meters Scaled)
 AA5735
 AA5735                          SUPERSEDED SURVEY CONTROL
 AA5735
 AA5735  NGVD 29 (06/15/00) 1032.65   (m)         3388.0    (f) RESET       3  
 AA5735
 AA5735.Superseded values are not recommended for survey control.
 AA5735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5735.See file dsdata.txt to determine how the superseded data were derived.
 AA5735
 AA5735_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SER961989(NAD 83)
 AA5735_MARKER: DV = VERTICAL CONTROL DISK
 AA5735_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5735_STAMPING: F 417 RESET 1990
 AA5735_MARK LOGO: NGS   
 AA5735_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA5735_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5735+STABILITY: SURFACE MOTION
 AA5735
 AA5735  HISTORY     - Date     Condition        Report By
 AA5735  HISTORY     - 1990     MONUMENTED       NMHD
 AA5735
 AA5735                          STATION DESCRIPTION
 AA5735
 AA5735'DESCRIBED BY NM HIGHWAY DEPT 1990 (RJT)
 AA5735'ABOUT 17.3 MILES (27.8 KM) EAST ALONG US HIGHWAY 62 FROM THE
 AA5735'COURTHOUSE IN CARLSBAD, ABOUT 1000 FEET (304.8 M) WEST OF THE JUNCTION
 AA5735'OF NEW MEXICO STATE HIGHWAY 31, ABOUT 150 FEET (45.7 M) SOUTH OF THE
 AA5735'CENTERLINE OF US HIGHWAY 62 ALONG THE SOUTHERLY RIGHT-OF-WAY FENCE,
 AA5735'ABOUT 27 FEET (8.2 M) WEST OF A HIGHWAY RIGHT-OF-WAY MARKER AT STA
 AA5735'904+48.2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0785 ***********************************************************************
 DR0785  DESIGNATION -  F 418
 DR0785  PID         -  DR0785
 DR0785  STATE/COUNTY-  NM/CHAVES
 DR0785  USGS QUAD   -  ELKINS (1982)
 DR0785
 DR0785                         *CURRENT SURVEY CONTROL
 DR0785  ___________________________________________________________________
 DR0785* NAD 83(1986)-  33 41 15.     (N)    104 04 03.     (W)     SCALED    
 DR0785* NAVD 88     -      1225.436  (meters)    4020.45   (feet)  ADJUSTED  
 DR0785  ___________________________________________________________________
 DR0785  GEOID HEIGHT-         -23.14  (meters)                     GEOID03
 DR0785  DYNAMIC HT  -        1223.781 (meters)    4015.02  (feet)  COMP
 DR0785  MODELED GRAV-     979,243.0   (mgal)                       NAVD 88
 DR0785
 DR0785  VERT ORDER  -  FIRST     CLASS II
 DR0785
 DR0785.The horizontal coordinates were scaled from a topographic map and have
 DR0785.an estimated accuracy of +/- 6 seconds.
 DR0785
 DR0785.The orthometric height was determined by differential leveling
 DR0785.and adjusted by the National Geodetic Survey in June 1991..
 DR0785
 DR0785.The geoid height was determined by GEOID03.
 DR0785
 DR0785.The dynamic height is computed by dividing the NAVD 88
 DR0785.geopotential number by the normal gravity value computed on the
 DR0785.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0785.degrees latitude (g = 980.6199 gals.).
 DR0785
 DR0785.The modeled gravity was interpolated from observed gravity values.
 DR0785
 DR0785;                    North         East    Units  Estimated Accuracy
 DR0785;SPC NM E     -   298,030.      189,650.      MT  (+/- 180 meters Scaled)
 DR0785
 DR0785                          SUPERSEDED SURVEY CONTROL
 DR0785
 DR0785.No superseded survey control is available for this station.
 DR0785
 DR0785_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SET864278(NAD 83)
 DR0785_MARKER: I = METAL ROD
 DR0785_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DR0785_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 DR0785_STAMPING: F 418 1982
 DR0785_MARK LOGO: NGS   
 DR0785_PROJECTION: FLUSH
 DR0785_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DR0785+STABILITY: POSITION/ELEVATION WELL
 DR0785_ROD/PIPE-DEPTH: 9.8  meters
 DR0785_SLEEVE-DEPTH  : 9.1 meters
 DR0785
 DR0785  HISTORY     - Date     Condition        Report By
 DR0785  HISTORY     - 1982     MONUMENTED       NGS
 DR0785
 DR0785                          STATION DESCRIPTION
 DR0785
 DR0785'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 DR0785'32.2 KM (20.0 MI) SW FROM KENNA.
 DR0785'32.2 KM (20.0 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 70 FROM THE POST
 DR0785'OFFICE IN KENNA, 1.0 KM (0.6 MI) NORTHEAST OF RAILROAD MILEPOST 73,
 DR0785'0.6 KM (0.35 MI) SOUTHWEST OF A DRIVEWAY LEADING NORTHWEST, 0.2 KM
 DR0785'(0.1 MI) NORTHEAST OF MILEPOST 369, 31.1 METERS (102.0 FT) SOUTHEAST
 DR0785'OF THE CENTERLINE OF THE HIGHWAY, 29.6 METERS (97.1 FT) NORTHWEST OF
 DR0785'THE NEAR RAIL OF THE SANTA FE RAILROAD AND 1.7 METERS (5.6 FT)
 DR0785'NORTHEAST OF A UTILITY POLE.  NOTE=ACCESS TO THE DATUM POINT IS
 DR0785'THROUGH A 5-INCH LOGO CAP.
 DR0785'THE MARK IS 0.4 METERS  SW FROM A WITNESS POST.
 DR0785'THE MARK IS 1.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0753 ***********************************************************************
 CV0753  DESIGNATION -  F 419
 CV0753  PID         -  CV0753
 CV0753  STATE/COUNTY-  NM/EDDY
 CV0753  USGS QUAD   -  LIVINGSTON RIDGE (1985)
 CV0753
 CV0753                         *CURRENT SURVEY CONTROL
 CV0753  ___________________________________________________________________
 CV0753* NAD 83(1986)-  32 24 30.     (N)    103 47 28.     (W)     SCALED    
 CV0753* NAVD 88     -      1042.180  (meters)    3419.22   (feet)  ADJUSTED  
 CV0753  ___________________________________________________________________
 CV0753  GEOID HEIGHT-         -24.22  (meters)                     GEOID03
 CV0753  DYNAMIC HT  -        1040.680 (meters)    3414.30  (feet)  COMP
 CV0753  MODELED GRAV-     979,164.8   (mgal)                       NAVD 88
 CV0753
 CV0753  VERT ORDER  -  FIRST     CLASS I
 CV0753
 CV0753.The horizontal coordinates were scaled from a topographic map and have
 CV0753.an estimated accuracy of +/- 6 seconds.
 CV0753
 CV0753.The orthometric height was determined by differential leveling
 CV0753.and adjusted by the National Geodetic Survey in June 1991..
 CV0753
 CV0753.The geoid height was determined by GEOID03.
 CV0753
 CV0753.The dynamic height is computed by dividing the NAVD 88
 CV0753.geopotential number by the normal gravity value computed on the
 CV0753.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0753.degrees latitude (g = 980.6199 gals.).
 CV0753
 CV0753.The modeled gravity was interpolated from observed gravity values.
 CV0753
 CV0753;                    North         East    Units  Estimated Accuracy
 CV0753;SPC NM E     -   156,270.      216,000.      MT  (+/- 180 meters Scaled)
 CV0753
 CV0753                          SUPERSEDED SURVEY CONTROL
 CV0753
 CV0753  NGVD 29 (??/??/92) 1041.681  (m)         3417.58   (f) ADJ UNCH    1 1
 CV0753
 CV0753.Superseded values are not recommended for survey control.
 CV0753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0753.See file dsdata.txt to determine how the superseded data were derived.
 CV0753
 CV0753_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFR136863(NAD 83)
 CV0753_MARKER: I = METAL ROD
 CV0753_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CV0753_SP_SET: STAINLESS STEEL ROD
 CV0753_STAMPING: F 419 1982
 CV0753_MARK LOGO: NGS   
 CV0753_PROJECTION: FLUSH
 CV0753_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CV0753_ROD/PIPE-DEPTH: 3.4  meters
 CV0753
 CV0753  HISTORY     - Date     Condition        Report By
 CV0753  HISTORY     - 1982     MONUMENTED       NGS
 CV0753  HISTORY     - 1983     GOOD             NGS
 CV0753
 CV0753                          STATION DESCRIPTION
 CV0753
 CV0753'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CV0753'63.8 KM (39.65 MI) EAST FROM CARLSBAD.
 CV0753'27.7 KM (17.2 MI) NORTHEASTERLY ALONG U. S. HIGHWAY 62 AND 180 FROM
 CV0753'THE EAST END OF THE BATAAN BRIDGE OVER THE PECOS RIVER IN CARLSBAD,
 CV0753'THENCE 12.6 KM (7.85 MI) SOUTHERLY ALONG STATE HIGHWAY 31, THENCE 8.1
 CV0753'KM (5.05 MI) EASTERLY ALONG A DIRT ROAD, THENCE 6.0 KM (3.75 MI)
 CV0753'SOUTHERLY ALONG A DIRT ROAD, THENCE 7.2 KM (4.45 MI) EASTERLY ALONG A
 CV0753'PIPELINE ROAD, THENCE 2.2 KM (1.35 MI) NORTHERLY ALONG A DIRT ROAD AND
 CV0753'21.3 METERS (69.9 FT) WEST OF THE CENTER OF THE ROAD.  NOTE=ACCESS TO
 CV0753'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CV0753'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 CV0753'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 CV0753
 CV0753                          STATION RECOVERY (1983)
 CV0753
 CV0753'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CV0753'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0186 ***********************************************************************
 DT0186  DESIGNATION -  F 42
 DT0186  PID         -  DT0186
 DT0186  STATE/COUNTY-  NM/CATRON
 DT0186  USGS QUAD   -  LUNA (1965)
 DT0186
 DT0186                         *CURRENT SURVEY CONTROL
 DT0186  ___________________________________________________________________
 DT0186* NAD 83(1986)-  33 46 20.     (N)    108 57 36.     (W)     SCALED    
 DT0186* NAVD 88     -      2209.427  (meters)    7248.76   (feet)  ADJUSTED  
 DT0186  ___________________________________________________________________
 DT0186  GEOID HEIGHT-         -22.55  (meters)                     GEOID03
 DT0186  DYNAMIC HT  -        2205.885 (meters)    7237.14  (feet)  COMP
 DT0186  MODELED GRAV-     978,954.0   (mgal)                       NAVD 88
 DT0186
 DT0186  VERT ORDER  -  FIRST     CLASS II
 DT0186
 DT0186.The horizontal coordinates were scaled from a topographic map and have
 DT0186.an estimated accuracy of +/- 6 seconds.
 DT0186
 DT0186.The orthometric height was determined by differential leveling
 DT0186.and adjusted by the National Geodetic Survey in June 1991..
 DT0186
 DT0186.The geoid height was determined by GEOID03.
 DT0186
 DT0186.The dynamic height is computed by dividing the NAVD 88
 DT0186.geopotential number by the normal gravity value computed on the
 DT0186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0186.degrees latitude (g = 980.6199 gals.).
 DT0186
 DT0186.The modeled gravity was interpolated from observed gravity values.
 DT0186
 DT0186;                    North         East    Units  Estimated Accuracy
 DT0186;SPC NM W     -   307,970.      725,640.      MT  (+/- 180 meters Scaled)
 DT0186
 DT0186                          SUPERSEDED SURVEY CONTROL
 DT0186
 DT0186  NGVD 29 (??/??/92) 2208.433  (m)         7245.50   (f) ADJ UNCH    1 2
 DT0186
 DT0186.Superseded values are not recommended for survey control.
 DT0186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0186.See file dsdata.txt to determine how the superseded data were derived.
 DT0186
 DT0186_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC889387(NAD 83)
 DT0186_MARKER: DB = BENCH MARK DISK
 DT0186_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DT0186_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DT0186_STAMPING: F 42 1934
 DT0186_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DT0186+STABILITY: SURFACE MOTION
 DT0186
 DT0186  HISTORY     - Date     Condition        Report By
 DT0186  HISTORY     - 1934     MONUMENTED       CGS
 DT0186  HISTORY     - 1965     MARK NOT FOUND   USGS
 DT0186
 DT0186                          STATION DESCRIPTION
 DT0186
 DT0186'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DT0186'4.0 MI SE FROM LUNA.
 DT0186'ON STATE HWY. NO. 11, 3.6 MILES EAST OF LUNA SCHOOL HOUSE, ABOUT 90
 DT0186'FT. NORTH OF WASH, 30 FT. SOUTH. OF CENTER LINE OF HWY., AND 24 FT.
 DT0186'SOUTH WEST OF GALVANIZED CULVERT.
 DT0186
 DT0186                          STATION RECOVERY (1965)
 DT0186
 DT0186'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 DT0186'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0501 ***********************************************************************
 EO0501  DESIGNATION -  F 421
 EO0501  PID         -  EO0501
 EO0501  STATE/COUNTY-  NM/ROOSEVELT
 EO0501  USGS QUAD   -  PORTALES (1985)
 EO0501
 EO0501                         *CURRENT SURVEY CONTROL
 EO0501  ___________________________________________________________________
 EO0501* NAD 83(1986)-  34 11 38.     (N)    103 19 44.     (W)     SCALED    
 EO0501* NAVD 88     -      1222.889  (meters)    4012.09   (feet)  ADJUSTED  
 EO0501  ___________________________________________________________________
 EO0501  GEOID HEIGHT-         -22.94  (meters)                     GEOID03
 EO0501  DYNAMIC HT  -        1221.316 (meters)    4006.93  (feet)  COMP
 EO0501  MODELED GRAV-     979,307.0   (mgal)                       NAVD 88
 EO0501
 EO0501  VERT ORDER  -  FIRST     CLASS II
 EO0501
 EO0501.The horizontal coordinates were scaled from a topographic map and have
 EO0501.an estimated accuracy of +/- 6 seconds.
 EO0501
 EO0501.The orthometric height was determined by differential leveling
 EO0501.and adjusted by the National Geodetic Survey in June 1991..
 EO0501
 EO0501.The geoid height was determined by GEOID03.
 EO0501
 EO0501.The dynamic height is computed by dividing the NAVD 88
 EO0501.geopotential number by the normal gravity value computed on the
 EO0501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0501.degrees latitude (g = 980.6199 gals.).
 EO0501
 EO0501.The modeled gravity was interpolated from observed gravity values.
 EO0501
 EO0501;                    North         East    Units  Estimated Accuracy
 EO0501;SPC NM E     -   354,620.      257,580.      MT  (+/- 180 meters Scaled)
 EO0501
 EO0501                          SUPERSEDED SURVEY CONTROL
 EO0501
 EO0501.No superseded survey control is available for this station.
 EO0501
 EO0501_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFT539849(NAD 83)
 EO0501_MARKER: I = METAL ROD
 EO0501_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 EO0501+WITH SETTING: INFORMATION.
 EO0501_SP_SET: SHALLOW SET METAL ROD
 EO0501_STAMPING: F 421 1982
 EO0501_MARK LOGO: NGS   
 EO0501_PROJECTION: FLUSH
 EO0501_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EO0501_ROD/PIPE-DEPTH: 2.1  meters
 EO0501
 EO0501  HISTORY     - Date     Condition        Report By
 EO0501  HISTORY     - 1982     MONUMENTED       NGS
 EO0501
 EO0501                          STATION DESCRIPTION
 EO0501
 EO0501'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 EO0501'1.1 KM (0.7 MI) NE FROM PORTALES.
 EO0501'1.1 KM (0.7 MI) NORTHEASTERLY ALONG THE SANTA FE RAILROAD FROM THE
 EO0501'RAILROAD STATION IN PORTALES, 46.3 METERS (151.9 FT) NORTHEAST OF THE
 EO0501'CENTER OF EAST LINE STREET, 45.1 METERS (148.0 FT) NORTHWEST OF THE
 EO0501'CENTERLINE OF THE SOUTHWEST BOUND LANES OF U.S.  HIGHWAY 70, 28.7
 EO0501'METERS (94.2 FT) NORTHEAST OF MILEPOST 17, 5.2 METERS (17.1 FT)
 EO0501'NORTHWEST OF THE NEAR RAIL AND 1.8 METERS (5.9 FT) SOUTHWEST OF A
 EO0501'UTILITY POLE.  NOTE=REFUSAL WAS REACHED AT 7.0 FT.  ACCESS TO THE
 EO0501'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 EO0501'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 EO0501'THE MARK IS ABOVE LEVEL WITH THE STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0652 ***********************************************************************
 EQ0652  DESIGNATION -  F 423
 EQ0652  PID         -  EQ0652
 EQ0652  STATE/COUNTY-  NM/VALENCIA
 EQ0652  USGS QUAD   -  VEGUITA (1991)
 EQ0652
 EQ0652                         *CURRENT SURVEY CONTROL
 EQ0652  ___________________________________________________________________
 EQ0652* NAD 83(1986)-  34 35 56.     (N)    106 46 49.     (W)     SCALED    
 EQ0652* NAVD 88     -      1460.864  (meters)    4792.85   (feet)  ADJUSTED  
 EQ0652  ___________________________________________________________________
 EQ0652  GEOID HEIGHT-         -21.88  (meters)                     GEOID03
 EQ0652  DYNAMIC HT  -        1458.835 (meters)    4786.19  (feet)  COMP
 EQ0652  MODELED GRAV-     979,195.9   (mgal)                       NAVD 88
 EQ0652
 EQ0652  VERT ORDER  -  FIRST     CLASS II
 EQ0652
 EQ0652.The horizontal coordinates were scaled from a topographic map and have
 EQ0652.an estimated accuracy of +/- 6 seconds.
 EQ0652
 EQ0652.The orthometric height was determined by differential leveling
 EQ0652.and adjusted by the National Geodetic Survey in June 1991..
 EQ0652
 EQ0652.The geoid height was determined by GEOID03.
 EQ0652
 EQ0652.The dynamic height is computed by dividing the NAVD 88
 EQ0652.geopotential number by the normal gravity value computed on the
 EQ0652.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0652.degrees latitude (g = 980.6199 gals.).
 EQ0652
 EQ0652.The modeled gravity was interpolated from observed gravity values.
 EQ0652
 EQ0652;                    North         East    Units  Estimated Accuracy
 EQ0652;SPC NM C     -   399,210.      451,360.      MT  (+/- 180 meters Scaled)
 EQ0652
 EQ0652                          SUPERSEDED SURVEY CONTROL
 EQ0652
 EQ0652.No superseded survey control is available for this station.
 EQ0652
 EQ0652_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU367300(NAD 83)
 EQ0652_MARKER: I = METAL ROD
 EQ0652_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EQ0652_SP_SET: STAINLESS STEEL ROD
 EQ0652_STAMPING: F 423 1982
 EQ0652_MARK LOGO: NGS   
 EQ0652_PROJECTION: FLUSH
 EQ0652_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EQ0652_ROD/PIPE-DEPTH: 20.7 meters
 EQ0652
 EQ0652  HISTORY     - Date     Condition        Report By
 EQ0652  HISTORY     - 1982     MONUMENTED       NGS
 EQ0652
 EQ0652                          STATION DESCRIPTION
 EQ0652
 EQ0652'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 EQ0652'20.4 KM (12.65 MI) NORT FROM BERNARDO.
 EQ0652'20.4 KM (12.65 MI) NORTHERLY ALONG STATE HIGHWAY 116 FROM ITS JUNCTION
 EQ0652'WITH U. S. HIGHWAY 60 IN BERNARDO, 0.4 KM (0.25 MI) SOUTH OF MILEPOST
 EQ0652'13, 38.7 METERS (127.0 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, 12.1
 EQ0652'METERS (39.7 FT) EAST OF THE NEAR RAIL OF THE SANTA FE RAILROAD, 6.9
 EQ0652'METERS (22.6 FT) SOUTH OF THE CENTER OF A FIELD ENTRANCE, 2.4 METERS
 EQ0652'(7.9 FT) WEST OF A FENCE AND 1.0 METER (3.3 FT) NORTH OF A UTILITY
 EQ0652'POLE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 EQ0652'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 EQ0652'THE MARK IS 1.0 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0809 ***********************************************************************
 FO0809  DESIGNATION -  F 424
 FO0809  PID         -  FO0809
 FO0809  STATE/COUNTY-  NM/BERNALILLO
 FO0809  USGS QUAD   -  ALBUQUERQUE WEST (1990)
 FO0809
 FO0809                         *CURRENT SURVEY CONTROL
 FO0809  ___________________________________________________________________
 FO0809* NAD 83(1986)-  35 06 19.     (N)    106 40 15.     (W)     SCALED    
 FO0809* NAVD 88     -      1517.040  (meters)    4977.16   (feet)  ADJUSTED  
 FO0809  ___________________________________________________________________
 FO0809  GEOID HEIGHT-         -21.37  (meters)                     GEOID03
 FO0809  DYNAMIC HT  -        1514.973 (meters)    4970.37  (feet)  COMP
 FO0809  MODELED GRAV-     979,219.1   (mgal)                       NAVD 88
 FO0809
 FO0809  VERT ORDER  -  FIRST     CLASS II
 FO0809
 FO0809.The horizontal coordinates were scaled from a topographic map and have
 FO0809.an estimated accuracy of +/- 6 seconds.
 FO0809
 FO0809.The orthometric height was determined by differential leveling
 FO0809.and adjusted by the National Geodetic Survey in June 1991..
 FO0809
 FO0809.The geoid height was determined by GEOID03.
 FO0809
 FO0809.The dynamic height is computed by dividing the NAVD 88
 FO0809.geopotential number by the normal gravity value computed on the
 FO0809.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0809.degrees latitude (g = 980.6199 gals.).
 FO0809
 FO0809.The modeled gravity was interpolated from observed gravity values.
 FO0809
 FO0809;                    North         East    Units  Estimated Accuracy
 FO0809;SPC NM C     -   455,330.      461,640.      MT  (+/- 180 meters Scaled)
 FO0809
 FO0809                          SUPERSEDED SURVEY CONTROL
 FO0809
 FO0809  NGVD 29 (??/??/92) 1516.232  (m)         4974.50   (f) ADJ UNCH    1 2
 FO0809
 FO0809.Superseded values are not recommended for survey control.
 FO0809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0809.See file dsdata.txt to determine how the superseded data were derived.
 FO0809
 FO0809_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU477859(NAD 83)
 FO0809_MARKER: DB = BENCH MARK DISK
 FO0809_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 FO0809_SP_SET: ABUTMENT
 FO0809_STAMPING: F 424 1982
 FO0809_MARK LOGO: NGS   
 FO0809_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FO0809+STABILITY: POSITION/ELEVATION WELL
 FO0809
 FO0809  HISTORY     - Date     Condition        Report By
 FO0809  HISTORY     - 1982     MONUMENTED       NGS
 FO0809  HISTORY     - 1982     GOOD             NGS
 FO0809  HISTORY     - 1984     GOOD             NGS
 FO0809  HISTORY     - 20051105 MARK NOT FOUND   GEOCAC
 FO0809
 FO0809                          STATION DESCRIPTION
 FO0809
 FO0809'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FO0809'IN ALBUQUERQUE.
 FO0809'IN ALBUQUERQUE, AT THE JUNCTION OF RIO GRANDE BOULEVARD AND INTERSTATE
 FO0809'HIGHWAY 40, IN TOP OF AND 0.1 METER (0.3 FT) SOUTH OF THE NORTH END OF
 FO0809'THE WEST CONCRETE ABUTMENT OF THE WESTBOUND OVERPASS OF RIO GRANDE
 FO0809'BOULEVARD, 26.6 METERS (87.3 FT) WEST OF THE CENTER OF RIO GRANDE
 FO0809'BOULEVARD, AND 9.0 METERS (29.5 FT) NORTH OF THE CENTER OF THE WEST
 FO0809'BOUND LANES.
 FO0809'THE MARK IS 1.1 M BELOW THE HIGHWAY.
 FO0809
 FO0809                          STATION RECOVERY (1982)
 FO0809
 FO0809'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FO0809'RECOVERED IN GOOD CONDITION.
 FO0809
 FO0809                          STATION RECOVERY (1984)
 FO0809
 FO0809'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FO0809'RECOVERED IN GOOD CONDITION.
 FO0809
 FO0809                          STATION RECOVERY (2005)
 FO0809
 FO0809'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 FO0809'THE BRIDGE AND ABUTMENTS HAVE BEEN REBUILT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0841 ***********************************************************************
 FO0841  DESIGNATION -  F 425
 FO0841  PID         -  FO0841
 FO0841  STATE/COUNTY-  NM/BERNALILLO
 FO0841  USGS QUAD   -  CANONCITO SCHOOL (1971)
 FO0841
 FO0841                         *CURRENT SURVEY CONTROL
 FO0841  ___________________________________________________________________
 FO0841* NAD 83(1986)-  35 00 03.     (N)    107 03 33.     (W)     SCALED    
 FO0841* NAVD 88     -      1711.168  (meters)    5614.06   (feet)  ADJUSTED  
 FO0841  ___________________________________________________________________
 FO0841  GEOID HEIGHT-         -21.34  (meters)                     GEOID03
 FO0841  DYNAMIC HT  -        1708.816 (meters)    5606.34  (feet)  COMP
 FO0841  MODELED GRAV-     979,199.1   (mgal)                       NAVD 88
 FO0841
 FO0841  VERT ORDER  -  FIRST     CLASS II
 FO0841
 FO0841.The horizontal coordinates were scaled from a topographic map and have
 FO0841.an estimated accuracy of +/- 6 seconds.
 FO0841
 FO0841.The orthometric height was determined by differential leveling
 FO0841.and adjusted by the National Geodetic Survey in June 1991..
 FO0841
 FO0841.The geoid height was determined by GEOID03.
 FO0841
 FO0841.The dynamic height is computed by dividing the NAVD 88
 FO0841.geopotential number by the normal gravity value computed on the
 FO0841.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0841.degrees latitude (g = 980.6199 gals.).
 FO0841
 FO0841.The modeled gravity was interpolated from observed gravity values.
 FO0841
 FO0841;                    North         East    Units  Estimated Accuracy
 FO0841;SPC NM C     -   443,970.      426,140.      MT  (+/- 180 meters Scaled)
 FO0841
 FO0841                          SUPERSEDED SURVEY CONTROL
 FO0841
 FO0841.No superseded survey control is available for this station.
 FO0841
 FO0841_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU120750(NAD 83)
 FO0841_MARKER: I = METAL ROD
 FO0841_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FO0841+WITH SETTING: INFORMATION.
 FO0841_SP_SET: SHALLOW SET METAL ROD
 FO0841_STAMPING: F 425 1982
 FO0841_MARK LOGO: NGS   
 FO0841_PROJECTION: FLUSH
 FO0841_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FO0841_ROD/PIPE-DEPTH: 3.0  meters
 FO0841
 FO0841  HISTORY     - Date     Condition        Report By
 FO0841  HISTORY     - 1982     MONUMENTED       NGS
 FO0841
 FO0841                          STATION DESCRIPTION
 FO0841
 FO0841'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FO0841'34.8 KM (21.6 MI) SW FROM ALBUQUERQUE.
 FO0841'34.8 KM (21.6 MI) SOUTHWESTERLY ALONG INTERSTATE HIGHWAY 40 FROM ITS
 FO0841'JUNCTION WITH STATE HIGHWAY 448 AT THE NORTHWEST EDGE OF ALBUQUERQUE,
 FO0841'0.8 KM (0.5 MI) NORTHEAST OF MILEPOST 133 AND 32.6 METERS (107.0 FT)
 FO0841'NORTHWEST OF THE CENTERLINE OF THE SOUTHWEST BOUND LANES OF THE
 FO0841'HIGHWAY.  NOTE=REFUSAL WAS REACHED AT 10.0 FT.  NOTE=ACCESS TO THE
 FO0841'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 FO0841'THE MARK IS 0.3 METERS  SE FROM  A FENCE AND WITNESS POST
 FO0841'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0855 ***********************************************************************
 FO0855  DESIGNATION -  F 426
 FO0855  PID         -  FO0855
 FO0855  STATE/COUNTY-  NM/CIBOLA
 FO0855  USGS QUAD   -  GRANTS (1995)
 FO0855
 FO0855                         *CURRENT SURVEY CONTROL
 FO0855  ___________________________________________________________________
 FO0855* NAD 83(1986)-  35 09 05.     (N)    107 51 16.     (W)     SCALED    
 FO0855* NAVD 88     -      1966.878  (meters)    6453.00   (feet)  ADJUSTED  
 FO0855  ___________________________________________________________________
 FO0855  GEOID HEIGHT-         -20.45  (meters)                     GEOID03
 FO0855  DYNAMIC HT  -        1964.072 (meters)    6443.79  (feet)  COMP
 FO0855  MODELED GRAV-     979,137.2   (mgal)                       NAVD 88
 FO0855
 FO0855  VERT ORDER  -  FIRST     CLASS II
 FO0855
 FO0855.The horizontal coordinates were scaled from a topographic map and have
 FO0855.an estimated accuracy of +/- 6 seconds.
 FO0855
 FO0855.The orthometric height was determined by differential leveling
 FO0855.and adjusted by the National Geodetic Survey in June 1991..
 FO0855
 FO0855.The geoid height was determined by GEOID03.
 FO0855
 FO0855.The dynamic height is computed by dividing the NAVD 88
 FO0855.geopotential number by the normal gravity value computed on the
 FO0855.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0855.degrees latitude (g = 980.6199 gals.).
 FO0855
 FO0855.The modeled gravity was interpolated from observed gravity values.
 FO0855
 FO0855;                    North         East    Units  Estimated Accuracy
 FO0855;SPC NM W     -   460,380.      828,080.      MT  (+/- 180 meters Scaled)
 FO0855
 FO0855                          SUPERSEDED SURVEY CONTROL
 FO0855
 FO0855.No superseded survey control is available for this station.
 FO0855
 FO0855_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBU399935(NAD 83)
 FO0855_MARKER: DB = BENCH MARK DISK
 FO0855_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 FO0855_SP_SET: ABUTMENT
 FO0855_STAMPING: F 426 1982
 FO0855_MARK LOGO: NGS   
 FO0855_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FO0855
 FO0855  HISTORY     - Date     Condition        Report By
 FO0855  HISTORY     - 1982     MONUMENTED       NGS
 FO0855  HISTORY     - 19990909 GOOD             USPSQD
 FO0855
 FO0855                          STATION DESCRIPTION
 FO0855
 FO0855'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FO0855'0.5 KM (0.3 MI) NW FROM GRANTS.
 FO0855'0.5 KM (0.3 MI) NORTHWESTERLY ALONG THE SANTA FE RAILRAOD FROM THE
 FO0855'RAILROAD STATION IN GRANTS, IN TOP OF AND 0.8 METER (2.6 FT) NORTHEAST
 FO0855'OF THE SOUTHWEST END OF THE NORTHWEST CONCRETE ABUTMENT OF THE
 FO0855'RAILROAD OVERPASS OF 5TH STREET IN GRANTS, 11.8 METERS (38.7 FT)
 FO0855'NORTHWEST OF THE CENTER OF THE STREET AND 2.4 METERS (7.9 FT)
 FO0855'SOUTHEAST OF THE NEAR RAIL.
 FO0855'THE MARK IS 3.8 M BELOW THE TRACKS.
 FO0855
 FO0855                          STATION RECOVERY (1999)
 FO0855
 FO0855'RECOVERY NOTE BY US POWER SQUADRON 1999
 FO0855'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0562 ***********************************************************************
 EO0562  DESIGNATION -  F 427
 EO0562  PID         -  EO0562
 EO0562  STATE/COUNTY-  NM/CURRY
 EO0562  USGS QUAD   -  MELROSE EAST (1972)
 EO0562
 EO0562                         *CURRENT SURVEY CONTROL
 EO0562  ___________________________________________________________________
 EO0562* NAD 83(1986)-  34 25 06.     (N)    103 32 40.     (W)     SCALED    
 EO0562* NAVD 88     -      1346.022  (meters)    4416.07   (feet)  ADJUSTED  
 EO0562  ___________________________________________________________________
 EO0562  GEOID HEIGHT-         -23.16  (meters)                     GEOID03
 EO0562  DYNAMIC HT  -        1344.264 (meters)    4410.31  (feet)  COMP
 EO0562  MODELED GRAV-     979,281.8   (mgal)                       NAVD 88
 EO0562
 EO0562  VERT ORDER  -  FIRST     CLASS II
 EO0562
 EO0562.The horizontal coordinates were scaled from a topographic map and have
 EO0562.an estimated accuracy of +/- 6 seconds.
 EO0562
 EO0562.The orthometric height was determined by differential leveling
 EO0562.and adjusted by the National Geodetic Survey in June 1991..
 EO0562
 EO0562.The geoid height was determined by GEOID03.
 EO0562
 EO0562.The dynamic height is computed by dividing the NAVD 88
 EO0562.geopotential number by the normal gravity value computed on the
 EO0562.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0562.degrees latitude (g = 980.6199 gals.).
 EO0562
 EO0562.The modeled gravity was interpolated from observed gravity values.
 EO0562
 EO0562;                    North         East    Units  Estimated Accuracy
 EO0562;SPC NM E     -   379,340.      237,520.      MT  (+/- 180 meters Scaled)
 EO0562
 EO0562                          SUPERSEDED SURVEY CONTROL
 EO0562
 EO0562.No superseded survey control is available for this station.
 EO0562
 EO0562_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFU337095(NAD 83)
 EO0562_MARKER: I = METAL ROD
 EO0562_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 EO0562+WITH SETTING: INFORMATION.
 EO0562_SP_SET: SHALLOW SET METAL ROD
 EO0562_STAMPING: F 427 1982
 EO0562_MARK LOGO: NGS   
 EO0562_PROJECTION: FLUSH
 EO0562_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EO0562_ROD/PIPE-DEPTH: 2.1  meters
 EO0562
 EO0562  HISTORY     - Date     Condition        Report By
 EO0562  HISTORY     - 1982     MONUMENTED       NGS
 EO0562
 EO0562                          STATION DESCRIPTION
 EO0562
 EO0562'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 EO0562'31.0 KM (19.25 MI) WEST FROM CLOVIS.
 EO0562'31.0 KM (19.25 MI) WESTERLY ALONG THE SANTA FE RAILROAD FROM THE
 EO0562'RAILROAD STATION IN CLOVIS, 0.2 KM (0.1 MI) EAST OF COUNTY ROAD 224
 EO0562'LEADING NORTH, 19.7 KM (64.6 FT) SOUTHEAST OF MILEPOST 676, 16.6
 EO0562'METERS (54.5 FT) SOUTH OF THE NEAR RAIL, 8.7 METERS (28.5 FT) NORTH OF
 EO0562'A FENCE AND 1.2 METERS (3.9 FT) WEST OF A UTILITY POLE WITH TWO GUY
 EO0562'WIRES.  NOTE=REFUSAL WAS REACHED AT 7.0 FT.  ACCESS TO THE DATUM POINT
 EO0562'IS THROUGH A 5-INCH LOGO CAP.
 EO0562'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 EO0562'THE MARK IS 1.0 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0497 ***********************************************************************
 EP0497  DESIGNATION -  F 428
 EP0497  PID         -  EP0497
 EP0497  STATE/COUNTY-  NM/DE BACA
 EP0497  USGS QUAD   -  YESO NW (1966)
 EP0497
 EP0497                         *CURRENT SURVEY CONTROL
 EP0497  ___________________________________________________________________
 EP0497* NAD 83(1986)-  34 27 58.     (N)    104 42 42.     (W)     SCALED    
 EP0497* NAVD 88     -      1508.452  (meters)    4948.98   (feet)  ADJUSTED  
 EP0497  ___________________________________________________________________
 EP0497  GEOID HEIGHT-         -22.83  (meters)                     GEOID03
 EP0497  DYNAMIC HT  -        1506.360 (meters)    4942.12  (feet)  COMP
 EP0497  MODELED GRAV-     979,195.8   (mgal)                       NAVD 88
 EP0497
 EP0497  VERT ORDER  -  FIRST     CLASS II
 EP0497
 EP0497.The horizontal coordinates were scaled from a topographic map and have
 EP0497.an estimated accuracy of +/- 6 seconds.
 EP0497
 EP0497.The orthometric height was determined by differential leveling
 EP0497.and adjusted by the National Geodetic Survey in June 1991..
 EP0497
 EP0497.The geoid height was determined by GEOID03.
 EP0497
 EP0497.The dynamic height is computed by dividing the NAVD 88
 EP0497.geopotential number by the normal gravity value computed on the
 EP0497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EP0497.degrees latitude (g = 980.6199 gals.).
 EP0497
 EP0497.The modeled gravity was interpolated from observed gravity values.
 EP0497
 EP0497;                    North         East    Units  Estimated Accuracy
 EP0497;SPC NM E     -   384,420.      130,240.      MT  (+/- 180 meters Scaled)
 EP0497
 EP0497                          SUPERSEDED SURVEY CONTROL
 EP0497
 EP0497.No superseded survey control is available for this station.
 EP0497
 EP0497_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEU264138(NAD 83)
 EP0497_MARKER: I = METAL ROD
 EP0497_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 EP0497+WITH SETTING: INFORMATION.
 EP0497_SP_SET: SHALLOW SET METAL ROD
 EP0497_STAMPING: F 428 1982
 EP0497_MARK LOGO: NGS   
 EP0497_PROJECTION: FLUSH
 EP0497_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EP0497_ROD/PIPE-DEPTH: 1.8  meters
 EP0497
 EP0497  HISTORY     - Date     Condition        Report By
 EP0497  HISTORY     - 1982     MONUMENTED       NGS
 EP0497
 EP0497                          STATION DESCRIPTION
 EP0497
 EP0497'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 EP0497'44.0 KM (27.35 MI) WEST FROM FORT SUMNER.
 EP0497'44.0 KM (27.35 MI) WESTERLY ALONG U.S. HIGHWAY 60 FROM ITS JUNCTION
 EP0497'WITH U.S. HIGHWAY 84 IN FORT SUMNER, OR 46.6 KM (28.95 MI) EASTERLY
 EP0497'ALONG U.S. HIGHWAY 60 FROM THE SANTA FE RAILROAD STATION IN VAUGHN,
 EP0497'0.5 KM (0.3 MI) NORTHWEST OF MILEPOST 300, 22.5 METERS (73.8 FT) NORTH
 EP0497'OF THE CENTERLINE OF THE HIGHWAY AND 11.1 METERS (36.4 FT) WEST OF THE
 EP0497'CENTER OF A DIRT ROAD LEADING NORTH.  NOTE=REFUSAL WAS REACHED AT 6.0
 EP0497'FT.  ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 EP0497'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST AND FENCE
 EP0497'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0521 ***********************************************************************
 EP0521  DESIGNATION -  F 429
 EP0521  PID         -  EP0521
 EP0521  STATE/COUNTY-  NM/GUADALUPE
 EP0521  USGS QUAD   -  VAUGHN (1978)
 EP0521
 EP0521                         *CURRENT SURVEY CONTROL
 EP0521  ___________________________________________________________________
 EP0521* NAD 83(1986)-  34 35 38.     (N)    105 11 08.     (W)     SCALED    
 EP0521* NAVD 88     -      1821.500  (meters)    5976.04   (feet)  ADJUSTED  
 EP0521  ___________________________________________________________________
 EP0521  GEOID HEIGHT-         -20.89  (meters)                     GEOID03
 EP0521  DYNAMIC HT  -        1818.941 (meters)    5967.64  (feet)  COMP
 EP0521  MODELED GRAV-     979,164.9   (mgal)                       NAVD 88
 EP0521
 EP0521  VERT ORDER  -  FIRST     CLASS II
 EP0521
 EP0521.The horizontal coordinates were scaled from a topographic map and have
 EP0521.an estimated accuracy of +/- 6 seconds.
 EP0521
 EP0521.The orthometric height was determined by differential leveling
 EP0521.and adjusted by the National Geodetic Survey in June 1991..
 EP0521
 EP0521.The geoid height was determined by GEOID03.
 EP0521
 EP0521.The dynamic height is computed by dividing the NAVD 88
 EP0521.geopotential number by the normal gravity value computed on the
 EP0521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EP0521.degrees latitude (g = 980.6199 gals.).
 EP0521
 EP0521.The modeled gravity was interpolated from observed gravity values.
 EP0521
 EP0521;                    North         East    Units  Estimated Accuracy
 EP0521;SPC NM E     -   398,860.       86,830.      MT  (+/- 180 meters Scaled)
 EP0521
 EP0521                          SUPERSEDED SURVEY CONTROL
 EP0521
 EP0521.No superseded survey control is available for this station.
 EP0521
 EP0521_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDU829280(NAD 83)
 EP0521_MARKER: DB = BENCH MARK DISK
 EP0521_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 EP0521_SP_SET: ABUTMENT
 EP0521_STAMPING: F 429 1982
 EP0521_MARK LOGO: NGS   
 EP0521_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EP0521+STABILITY: POSITION/ELEVATION WELL
 EP0521
 EP0521  HISTORY     - Date     Condition        Report By
 EP0521  HISTORY     - 1982     MONUMENTED       NGS
 EP0521
 EP0521                          STATION DESCRIPTION
 EP0521
 EP0521'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 EP0521'1.4 KM (0.85 MI) EAST FROM VAUGHN.
 EP0521'1.4 KM (0.85 MI) EASTERLY ALONG U.S. HIGHWAY 60 FROM THE SANTA FE
 EP0521'RAILROAD STATION IN VAUGHN, IN TOP OF AND 0.3 METER (1.0 FT) SOUTH OF
 EP0521'THE NORTH END OF THE EAST CONCRETE ABUTMENT OF THE HIGHWAY OVERPASS OF
 EP0521'THE SANTA FE RAILROAD AND 7.0 METERS (23.0 FT) NORTH OF THE CENTERLINE
 EP0521'OF THE HIGHWAY.
 EP0521'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0108 ***********************************************************************
 FP0108  DESIGNATION -  F 43
 FP0108  PID         -  FP0108
 FP0108  STATE/COUNTY-  NM/MCKINLEY
 FP0108  USGS QUAD   -  BREAD SPRINGS (1995)
 FP0108
 FP0108                         *CURRENT SURVEY CONTROL
 FP0108  ___________________________________________________________________
 FP0108* NAD 83(1986)-  35 25 30.     (N)    108 44 16.     (W)     SCALED    
 FP0108* NAVD 88     -      2079.903  (meters)    6823.82   (feet)  ADJUSTED  
 FP0108  ___________________________________________________________________
 FP0108  GEOID HEIGHT-         -21.28  (meters)                     GEOID03
 FP0108  DYNAMIC HT  -        2076.910 (meters)    6814.00  (feet)  COMP
 FP0108  MODELED GRAV-     979,120.2   (mgal)                       NAVD 88
 FP0108
 FP0108  VERT ORDER  -  SECOND    CLASS 0
 FP0108
 FP0108.The horizontal coordinates were scaled from a topographic map and have
 FP0108.an estimated accuracy of +/- 6 seconds.
 FP0108
 FP0108.The orthometric height was determined by differential leveling
 FP0108.and adjusted by the National Geodetic Survey in June 1991..
 FP0108
 FP0108.The geoid height was determined by GEOID03.
 FP0108
 FP0108.The dynamic height is computed by dividing the NAVD 88
 FP0108.geopotential number by the normal gravity value computed on the
 FP0108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0108.degrees latitude (g = 980.6199 gals.).
 FP0108
 FP0108.The modeled gravity was interpolated from observed gravity values.
 FP0108
 FP0108;                    North         East    Units  Estimated Accuracy
 FP0108;SPC NM W     -   491,110.      747,870.      MT  (+/- 180 meters Scaled)
 FP0108
 FP0108                          SUPERSEDED SURVEY CONTROL
 FP0108
 FP0108  NGVD 29 (??/??/92) 2078.898  (m)         6820.52   (f) ADJ UNCH    2 0
 FP0108
 FP0108.Superseded values are not recommended for survey control.
 FP0108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0108.See file dsdata.txt to determine how the superseded data were derived.
 FP0108
 FP0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYE053225(NAD 83)
 FP0108_MARKER: DB = BENCH MARK DISK
 FP0108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FP0108_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FP0108_STAMPING: F-43 1934
 FP0108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FP0108+STABILITY: SURFACE MOTION
 FP0108
 FP0108  HISTORY     - Date     Condition        Report By
 FP0108  HISTORY     - 1934     MONUMENTED       CGS
 FP0108  HISTORY     - 1963     MARK NOT FOUND   USGS
 FP0108
 FP0108                          STATION DESCRIPTION
 FP0108
 FP0108'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FP0108'9.2 MI S FROM GALLUP.
 FP0108'9.2 MILES SOUTH OF POST OFFICE, ON STATE HWY. NO. 32 75 YARDS WEST OF
 FP0108'A WASH.  53 YARDS EAST OF TELEPHONE LINE.  34 FEET WEST OF CENTER LINE
 FP0108'OF HIGHWAY.
 FP0108
 FP0108                          STATION RECOVERY (1963)
 FP0108
 FP0108'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 FP0108'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0375 ***********************************************************************
 FP0375  DESIGNATION -  F 430
 FP0375  PID         -  FP0375
 FP0375  STATE/COUNTY-  NM/MCKINLEY
 FP0375  USGS QUAD   -  MANUELITO (1979)
 FP0375
 FP0375                         *CURRENT SURVEY CONTROL
 FP0375  ___________________________________________________________________
 FP0375* NAD 83(1986)-  35 26 34.     (N)    108 57 27.     (W)     SCALED    
 FP0375* NAVD 88     -      1913.654  (meters)    6278.38   (feet)  ADJUSTED  
 FP0375  ___________________________________________________________________
 FP0375  GEOID HEIGHT-         -21.56  (meters)                     GEOID03
 FP0375  DYNAMIC HT  -        1910.958 (meters)    6269.53  (feet)  COMP
 FP0375  MODELED GRAV-     979,157.4   (mgal)                       NAVD 88
 FP0375
 FP0375  VERT ORDER  -  FIRST     CLASS II
 FP0375
 FP0375.The horizontal coordinates were scaled from a topographic map and have
 FP0375.an estimated accuracy of +/- 6 seconds.
 FP0375
 FP0375.The orthometric height was determined by differential leveling
 FP0375.and adjusted by the National Geodetic Survey in June 1991..
 FP0375
 FP0375.The geoid height was determined by GEOID03.
 FP0375
 FP0375.The dynamic height is computed by dividing the NAVD 88
 FP0375.geopotential number by the normal gravity value computed on the
 FP0375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0375.degrees latitude (g = 980.6199 gals.).
 FP0375
 FP0375.The modeled gravity was interpolated from observed gravity values.
 FP0375
 FP0375;                    North         East    Units  Estimated Accuracy
 FP0375;SPC NM W     -   493,280.      727,940.      MT  (+/- 180 meters Scaled)
 FP0375
 FP0375                          SUPERSEDED SURVEY CONTROL
 FP0375
 FP0375.No superseded survey control is available for this station.
 FP0375
 FP0375_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXE853240(NAD 83)
 FP0375_MARKER: I = METAL ROD
 FP0375_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FP0375_SP_SET: STAINLESS STEEL ROD
 FP0375_STAMPING: F 430 1983
 FP0375_MARK LOGO: NGS   
 FP0375_PROJECTION: FLUSH
 FP0375_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FP0375_ROD/PIPE-DEPTH: 8.0  meters
 FP0375
 FP0375  HISTORY     - Date     Condition        Report By
 FP0375  HISTORY     - 1983     MONUMENTED       NGS
 FP0375
 FP0375                          STATION DESCRIPTION
 FP0375
 FP0375'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FP0375'21.0 KM (13.05 MI) SW FROM GALLUP.
 FP0375'21.0 KM (13.05 MI) SOUTHWESTERLY ALONG INTERSTATE HIGHWAY 40 FROM ITS
 FP0375'JUNCTION WITH U. S. HIGHWAY 666 IN GALLUP, 0.5 KM (0.3 MI) SOUTHWEST
 FP0375'OF MILEPOST 8 AND 33.3 METERS (109.3 FT) SOUTHEAST OF THE CENTERLINE
 FP0375'OF THE NORTHEAST BOUND LANES OF THE HIGHWAY.  NOTE=ACCESS TO THE DATUM
 FP0375'POINT IS THROUGH A 5-INCH LOGO CAP.
 FP0375'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST AND FENCE
 FP0375'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GO0233 ***********************************************************************
 GO0233  DESIGNATION -  F 431
 GO0233  PID         -  GO0233
 GO0233  STATE/COUNTY-  NM/SAN JUAN
 GO0233  USGS QUAD   -  FLORA VISTA (1979)
 GO0233
 GO0233                         *CURRENT SURVEY CONTROL
 GO0233  ___________________________________________________________________
 GO0233* NAD 83(1986)-  36 49 09.     (N)    108 03 14.     (W)     SCALED    
 GO0233* NAVD 88     -      1712.793  (meters)    5619.39   (feet)  ADJUSTED  
 GO0233  ___________________________________________________________________
 GO0233  GEOID HEIGHT-         -20.89  (meters)                     GEOID03
 GO0233  DYNAMIC HT  -        1710.648 (meters)    5612.35  (feet)  COMP
 GO0233  MODELED GRAV-     979,319.4   (mgal)                       NAVD 88
 GO0233
 GO0233  VERT ORDER  -  FIRST     CLASS II
 GO0233
 GO0233.The horizontal coordinates were scaled from a topographic map and have
 GO0233.an estimated accuracy of +/- 6 seconds.
 GO0233
 GO0233.The orthometric height was determined by differential leveling
 GO0233.and adjusted by the National Geodetic Survey in June 1991..
 GO0233
 GO0233.The geoid height was determined by GEOID03.
 GO0233
 GO0233.The dynamic height is computed by dividing the NAVD 88
 GO0233.geopotential number by the normal gravity value computed on the
 GO0233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GO0233.degrees latitude (g = 980.6199 gals.).
 GO0233
 GO0233.The modeled gravity was interpolated from observed gravity values.
 GO0233
 GO0233;                    North         East    Units  Estimated Accuracy
 GO0233;SPC NM W     -   645,440.      810,320.      MT  (+/- 180 meters Scaled)
 GO0233
 GO0233                          SUPERSEDED SURVEY CONTROL
 GO0233
 GO0233.No superseded survey control is available for this station.
 GO0233
 GO0233_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYF627788(NAD 83)
 GO0233_MARKER: I = METAL ROD
 GO0233_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GO0233_SP_SET: STAINLESS STEEL ROD
 GO0233_STAMPING: F 431 1983
 GO0233_MARK LOGO: NGS   
 GO0233_PROJECTION: FLUSH
 GO0233_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GO0233_ROD/PIPE-DEPTH: 10.4 meters
 GO0233
 GO0233  HISTORY     - Date     Condition        Report By
 GO0233  HISTORY     - 1983     MONUMENTED       NGS
 GO0233
 GO0233                          STATION DESCRIPTION
 GO0233
 GO0233'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GO0233'18.5 KM (11.5 MI) NE FROM FARMINGTON.
 GO0233'18.5 KM (11.5 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 550 FROM ITS
 GO0233'JUNCTION WITH STATE HIGHWAY 371 (LAKE STREET) IN FARMINGTON, 0.5 KM
 GO0233'(0.3 MI) NORTHEAST OF THE INTERSECTION OF COUNTY ROAD A 119,
 GO0233'22.3 METERS (73.2 FT) NORTHEAST OF THE CENTER OF A DIRT ROAD LEADING
 GO0233'SOUTH, 21.1 METERS (72.5 FT) SOUTHEAST OF THE CENTERLINE OF THE
 GO0233'NORTHEAST BOUND LANES OF THE HIGHWAY, AND 11.3 METERS (37.1 FT)
 GO0233'SOUTHWEST OF UTILITY POLE NUMBER 2.  NOTE=ACCESS TO THE DATUM POINT IS
 GO0233'THROUGH A 5-INCH LOGO CAP.
 GO0233'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST AND FENCE
 GO0233'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GO0209 ***********************************************************************
 GO0209  DESIGNATION -  F 432
 GO0209  PID         -  GO0209
 GO0209  STATE/COUNTY-  NM/SAN JUAN
 GO0209  USGS QUAD   -  WATERFLOW (1979)
 GO0209
 GO0209                         *CURRENT SURVEY CONTROL
 GO0209  ___________________________________________________________________
 GO0209* NAD 83(1986)-  36 45 06.     (N)    108 23 23.     (W)     SCALED    
 GO0209* NAVD 88     -      1595.842  (meters)    5235.69   (feet)  ADJUSTED  
 GO0209  ___________________________________________________________________
 GO0209  GEOID HEIGHT-         -21.14  (meters)                     GEOID03
 GO0209  DYNAMIC HT  -        1593.897 (meters)    5229.31  (feet)  COMP
 GO0209  MODELED GRAV-     979,357.3   (mgal)                       NAVD 88
 GO0209
 GO0209  VERT ORDER  -  FIRST     CLASS II
 GO0209
 GO0209.The horizontal coordinates were scaled from a topographic map and have
 GO0209.an estimated accuracy of +/- 6 seconds.
 GO0209
 GO0209.The orthometric height was determined by differential leveling
 GO0209.and adjusted by the National Geodetic Survey in June 1991..
 GO0209
 GO0209.The geoid height was determined by GEOID03.
 GO0209
 GO0209.The dynamic height is computed by dividing the NAVD 88
 GO0209.geopotential number by the normal gravity value computed on the
 GO0209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GO0209.degrees latitude (g = 980.6199 gals.).
 GO0209
 GO0209.The modeled gravity was interpolated from observed gravity values.
 GO0209
 GO0209;                    North         East    Units  Estimated Accuracy
 GO0209;SPC NM W     -   638,070.      780,320.      MT  (+/- 180 meters Scaled)
 GO0209
 GO0209                          SUPERSEDED SURVEY CONTROL
 GO0209
 GO0209.No superseded survey control is available for this station.
 GO0209
 GO0209_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYF330705(NAD 83)
 GO0209_MARKER: DB = BENCH MARK DISK
 GO0209_SETTING: 66 = SET IN ROCK OUTCROP
 GO0209_SP_SET: ROCK OUTCROP
 GO0209_STAMPING: F 432 1983
 GO0209_MARK LOGO: NGS   
 GO0209_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GO0209
 GO0209  HISTORY     - Date     Condition        Report By
 GO0209  HISTORY     - 1983     MONUMENTED       NGS
 GO0209
 GO0209                          STATION DESCRIPTION
 GO0209
 GO0209'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GO0209'16.1 KM (10.0 MI) WEST FROM FARMINGTON.
 GO0209'16.1 KM (10.0 MI) WESTERLY ALONG U.S. HIGHWAY 550 FROM ITS JUNCTION
 GO0209'WITH STATE HIGHWAY 371 (LAKE STREET) IN FARMINGTON, IN THE CENTER OF
 GO0209'THE SOUTHWESTERN 1/4 OF A 33- BY 105-FOOT ROCK LEDGE, 0.5 KM (0.3 MI)
 GO0209'WEST OF THE INTERSECTION OF STATE HIGHWAY 489 LEADING SOUTH TO THE
 GO0209'FOUR CORNERS POWER PLANT, 101.3 METERS 332.3 FT) WEST OF THE CENTER OF
 GO0209'A UTILITY LINE CROSSING THE HIGHWAY, 94.7 METERS (310.7 FT) NORTH OF
 GO0209'THE CENTERLINE OF THE WEST BOUND LANES OF THE HIGHWAY, 62.9 METERS
 GO0209'(206.4 FT) NORTH OF A FENCE AND THE CENTER OF A FIELD ENTRANCE,
 GO0209'6.0 METERS (19.7 FT) NORTHEAST OF THE SOUTHWEST EDGE OF THE LEDGE,
 GO0209'3.0 METERS (9.8 FT) SOUTHEAST OF THE NORTHWEST EDGE OF THE LEDGE, AND
 GO0209'2.5 METERS (8.2 FT) NORTHWEST OF THE SOUTHEAST EDGE OF THE LEDGE.
 GO0209'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 GO0209'THE MARK IS 22.9 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GO0182 ***********************************************************************
 GO0182  DESIGNATION -  F 434
 GO0182  PID         -  GO0182
 GO0182  STATE/COUNTY-  NM/SAN JUAN
 GO0182  USGS QUAD   -  TABLE MESA (1979)
 GO0182
 GO0182                         *CURRENT SURVEY CONTROL
 GO0182  ___________________________________________________________________
 GO0182* NAD 83(1986)-  36 34 02.     (N)    108 42 42.     (W)     SCALED    
 GO0182* NAVD 88     -      1638.925  (meters)    5377.04   (feet)  ADJUSTED  
 GO0182  ___________________________________________________________________
 GO0182  GEOID HEIGHT-         -21.10  (meters)                     GEOID03
 GO0182  DYNAMIC HT  -        1636.892 (meters)    5370.37  (feet)  COMP
 GO0182  MODELED GRAV-     979,333.7   (mgal)                       NAVD 88
 GO0182
 GO0182  VERT ORDER  -  FIRST     CLASS II
 GO0182
 GO0182.The horizontal coordinates were scaled from a topographic map and have
 GO0182.an estimated accuracy of +/- 6 seconds.
 GO0182
 GO0182.The orthometric height was determined by differential leveling
 GO0182.and adjusted by the National Geodetic Survey in June 1991..
 GO0182
 GO0182.The geoid height was determined by GEOID03.
 GO0182
 GO0182.The dynamic height is computed by dividing the NAVD 88
 GO0182.geopotential number by the normal gravity value computed on the
 GO0182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GO0182.degrees latitude (g = 980.6199 gals.).
 GO0182
 GO0182.The modeled gravity was interpolated from observed gravity values.
 GO0182
 GO0182;                    North         East    Units  Estimated Accuracy
 GO0182;SPC NM W     -   617,820.      751,380.      MT  (+/- 180 meters Scaled)
 GO0182
 GO0182                          SUPERSEDED SURVEY CONTROL
 GO0182
 GO0182.No superseded survey control is available for this station.
 GO0182
 GO0182_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYF047493(NAD 83)
 GO0182_MARKER: I = METAL ROD
 GO0182_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GO0182_SP_SET: STAINLESS STEEL ROD
 GO0182_STAMPING: F 434 1984
 GO0182_MARK LOGO: NGS   
 GO0182_PROJECTION: FLUSH
 GO0182_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GO0182_ROD/PIPE-DEPTH: 3.4  meters
 GO0182
 GO0182  HISTORY     - Date     Condition        Report By
 GO0182  HISTORY     - 1984     MONUMENTED       NGS
 GO0182
 GO0182                          STATION DESCRIPTION
 GO0182
 GO0182'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 GO0182'23.5 KM (14.6 MI) SOUTH FROM SHIPROCK.
 GO0182'23.5 KM (14.6 MI) SOUTHERLY ALONG U.S. HIGHWAY 666 FROM ITS JUNCTION
 GO0182'WITH STATE HIGHWAY 504 IN SHIPROCK, 15.4 KM (9.55 MI) NORTH OF THE
 GO0182'INTERSECTION OF COUNTY ROAD 34, 70.5 METERS (231.2 FT) EAST-NORTHEAST
 GO0182'OF THE EAST END OF THE MOST NORTHERLY 1 OF 13 4.0-FOOT DRAINAGE PIPES,
 GO0182'58.2 M (191.0 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, 13.8 METERS
 GO0182'(45.3 FT) NORTHWEST OF A UTILITY POLE, AND 2.8 METERS (9.2 FT) NORTH
 GO0182'OF A FENCE CORNER.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 GO0182'LOGO CAP.
 GO0182'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST AND FENCE
 GO0182'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0431 ***********************************************************************
 FP0431  DESIGNATION -  F 435
 FP0431  PID         -  FP0431
 FP0431  STATE/COUNTY-  NM/MCKINLEY
 FP0431  USGS QUAD   -  TOHATCHI (1982)
 FP0431
 FP0431                         *CURRENT SURVEY CONTROL
 FP0431  ___________________________________________________________________
 FP0431* NAD 83(1986)-  35 46 08.     (N)    108 46 22.     (W)     SCALED    
 FP0431* NAVD 88     -      1905.049  (meters)    6250.15   (feet)  ADJUSTED  
 FP0431  ___________________________________________________________________
 FP0431  GEOID HEIGHT-         -20.84  (meters)                     GEOID03
 FP0431  DYNAMIC HT  -        1902.460 (meters)    6241.65  (feet)  COMP
 FP0431  MODELED GRAV-     979,206.7   (mgal)                       NAVD 88
 FP0431
 FP0431  VERT ORDER  -  FIRST     CLASS II
 FP0431
 FP0431.The horizontal coordinates were scaled from a topographic map and have
 FP0431.an estimated accuracy of +/- 6 seconds.
 FP0431
 FP0431.The orthometric height was determined by differential leveling
 FP0431.and adjusted by the National Geodetic Survey in June 1991..
 FP0431
 FP0431.The geoid height was determined by GEOID03.
 FP0431
 FP0431.The dynamic height is computed by dividing the NAVD 88
 FP0431.geopotential number by the normal gravity value computed on the
 FP0431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0431.degrees latitude (g = 980.6199 gals.).
 FP0431
 FP0431.The modeled gravity was interpolated from observed gravity values.
 FP0431
 FP0431;                    North         East    Units  Estimated Accuracy
 FP0431;SPC NM W     -   529,290.      745,060.      MT  (+/- 180 meters Scaled)
 FP0431
 FP0431                          SUPERSEDED SURVEY CONTROL
 FP0431
 FP0431.No superseded survey control is available for this station.
 FP0431
 FP0431_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYE013606(NAD 83)
 FP0431_MARKER: I = METAL ROD
 FP0431_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FP0431_SP_SET: STAINLESS STEEL ROD
 FP0431_STAMPING: F 435 1984
 FP0431_MARK LOGO: NGS   
 FP0431_PROJECTION: FLUSH
 FP0431_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FP0431_ROD/PIPE-DEPTH: 4.0  meters
 FP0431
 FP0431  HISTORY     - Date     Condition        Report By
 FP0431  HISTORY     - 1984     MONUMENTED       NGS
 FP0431
 FP0431                          STATION DESCRIPTION
 FP0431
 FP0431'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FP0431'27.9 KM (17.35 MI) NORT FROM GALLUP.
 FP0431'27.9 KM (17.35 MI) NORTHERLY ALONG U.S. HIGHWAY 666 FROM ITS JUNCTION
 FP0431'WITH INTERSTATE HIGHWAY 40 IN GALLUP, 3.7 KM (2.3 MI) NORTH OF THE
 FP0431'INTERSECTION OF COUNTY ROAD 9 LEADING EAST, (0.9 KM (0.55 MI) SOUTH OF
 FP0431'THE CENTER OF A DIRT ROAD LEADING EAST TO NAKAIBITO, 0.3 KM (0.2 MI)
 FP0431'NORTH OF A SMALL HIGHWAY BRIDGE SPANNING SPRING WASH, 30.1 METERS
 FP0431'(98.8 FT) WEST OF THE CENTERLINE OF THE HIGHWAY, AND 10.9 KM (35.8 FT)
 FP0431'NORTH OF THE CENTER OF A CATTLE GUARD AND TRACK ROAD LEADING WEST.
 FP0431'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 FP0431'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST AND FENCE
 FP0431'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GO0157 ***********************************************************************
 GO0157  DESIGNATION -  F 436
 GO0157  PID         -  GO0157
 GO0157  STATE/COUNTY-  NM/SAN JUAN
 GO0157  USGS QUAD   -  NASCHITTI (1966)
 GO0157
 GO0157                         *CURRENT SURVEY CONTROL
 GO0157  ___________________________________________________________________
 GO0157* NAD 83(1986)-  36 06 22.     (N)    108 42 03.     (W)     SCALED    
 GO0157* NAVD 88     -      1799.306  (meters)    5903.22   (feet)  ADJUSTED  
 GO0157  ___________________________________________________________________
 GO0157  GEOID HEIGHT-         -20.71  (meters)                     GEOID03
 GO0157  DYNAMIC HT  -        1796.939 (meters)    5895.46  (feet)  COMP
 GO0157  MODELED GRAV-     979,253.6   (mgal)                       NAVD 88
 GO0157
 GO0157  VERT ORDER  -  FIRST     CLASS II
 GO0157
 GO0157.The horizontal coordinates were scaled from a topographic map and have
 GO0157.an estimated accuracy of +/- 6 seconds.
 GO0157
 GO0157.The orthometric height was determined by differential leveling
 GO0157.and adjusted by the National Geodetic Survey in June 1991..
 GO0157
 GO0157.The geoid height was determined by GEOID03.
 GO0157
 GO0157.The dynamic height is computed by dividing the NAVD 88
 GO0157.geopotential number by the normal gravity value computed on the
 GO0157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GO0157.degrees latitude (g = 980.6199 gals.).
 GO0157
 GO0157.The modeled gravity was interpolated from observed gravity values.
 GO0157
 GO0157;                    North         East    Units  Estimated Accuracy
 GO0157;SPC NM W     -   566,640.      751,890.      MT  (+/- 180 meters Scaled)
 GO0157
 GO0157                          SUPERSEDED SURVEY CONTROL
 GO0157
 GO0157.No superseded survey control is available for this station.
 GO0157
 GO0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYE069981(NAD 83)
 GO0157_MARKER: I = METAL ROD
 GO0157_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GO0157_SP_SET: STAINLESS STEEL ROD
 GO0157_STAMPING: F 436 1984
 GO0157_MARK LOGO: NGS   
 GO0157_PROJECTION: FLUSH
 GO0157_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GO0157_ROD/PIPE-DEPTH: 4.0  meters
 GO0157
 GO0157  HISTORY     - Date     Condition        Report By
 GO0157  HISTORY     - 1984     MONUMENTED       NGS
 GO0157
 GO0157                          STATION DESCRIPTION
 GO0157
 GO0157'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 GO0157'71.1 KM (44.5 MI) NORTH FROM GALLUP.
 GO0157'71.7 KM (44.5 MI) NORTHERLY ALONG U.S. HIGHWAY 666 FROM ITS JUNCTION
 GO0157'WITH INTERSTATE HIGHWAY 40 IN GALLUP, 65.8 METERS (215.9 FT)
 GO0157'SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF A BOX CULVERT, 69.2
 GO0157'(227.0 FT) NORTH-NORTHEAST OF UTILITY POLE NUMBER 14331256 AND LINE
 GO0157'CROSSING THE HIGHWAY, 32.3 METERS (106.0 FT) WEST OF THE CENTER OF THE
 GO0157'HIGHWAY, AND 11.6 METERS (38.1 FT) SOUTH OF THE CENTER OF A CATTLE
 GO0157'GUARD AND DIRT ROAD LEADING WEST.  NOTE=ACCESS TO THE DATUM POINT IS
 GO0157'THROUGH A 5-INCH LOGO CAP.
 GO0157'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST AND FENCE
 GO0157'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0406 ***********************************************************************
 GN0406  DESIGNATION -  F 437
 GN0406  PID         -  GN0406
 GN0406  STATE/COUNTY-  NM/RIO ARRIBA
 GN0406  USGS QUAD   -  LYDEN (1995)
 GN0406
 GN0406                         *CURRENT SURVEY CONTROL
 GN0406  ___________________________________________________________________
 GN0406* NAD 83(1986)-  36 08 07.     (N)    106 06 15.     (W)     SCALED    
 GN0406* NAVD 88     -      1777.617  (meters)    5832.07   (feet)  ADJUSTED  
 GN0406  ___________________________________________________________________
 GN0406  GEOID HEIGHT-         -19.00  (meters)                     GEOID03
 GN0406  DYNAMIC HT  -        1775.232 (meters)    5824.24  (feet)  COMP
 GN0406  MODELED GRAV-     979,228.6   (mgal)                       NAVD 88
 GN0406
 GN0406  VERT ORDER  -  FIRST     CLASS II
 GN0406
 GN0406.The horizontal coordinates were scaled from a topographic map and have
 GN0406.an estimated accuracy of +/- 6 seconds.
 GN0406
 GN0406.The orthometric height was determined by differential leveling
 GN0406.and adjusted by the National Geodetic Survey in June 1991..
 GN0406
 GN0406.The geoid height was determined by GEOID03.
 GN0406
 GN0406.The dynamic height is computed by dividing the NAVD 88
 GN0406.geopotential number by the normal gravity value computed on the
 GN0406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GN0406.degrees latitude (g = 980.6199 gals.).
 GN0406
 GN0406.The modeled gravity was interpolated from observed gravity values.
 GN0406
 GN0406;                    North         East    Units  Estimated Accuracy
 GN0406;SPC NM C     -   569,530.      513,130.      MT  (+/- 180 meters Scaled)
 GN0406
 GN0406                          SUPERSEDED SURVEY CONTROL
 GN0406
 GN0406.No superseded survey control is available for this station.
 GN0406
 GN0406_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV006995(NAD 83)
 GN0406_MARKER: DB = BENCH MARK DISK
 GN0406_SETTING: 66 = SET IN ROCK OUTCROP
 GN0406_SP_SET: ROCK OUTCROP
 GN0406_STAMPING: F 437 1984
 GN0406_MARK LOGO: NGS   
 GN0406_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GN0406+STABILITY: POSITION/ELEVATION WELL
 GN0406
 GN0406  HISTORY     - Date     Condition        Report By
 GN0406  HISTORY     - 1984     MONUMENTED       NGS
 GN0406  HISTORY     - 20060226 GOOD             GEOCAC
 GN0406
 GN0406                          STATION DESCRIPTION
 GN0406
 GN0406'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 GN0406'21.5 KM (13.35 MI) NORT FROM ESPANOLA.
 GN0406'21.5 KM (13.35 MI) NORTHERLY ALONG U.S. HIGHWAY 285 FROM ITS JUNCTION
 GN0406'WITH STATE HIGHWAY 68 IN ESPANOLA, 0.4 KM (0.25 MI) NORTHEAST OF
 GN0406'MILEPOST 340, IN THE SOUTHWEST 1/4 OF A 12 BY 27 FOOT EXPOSED AREA OF
 GN0406'OUTCROPPING BEDROCK, 52.0 M (170.6 FT) SOUTHEAST OF THE CENTERLINE OF
 GN0406'THE HIGHWAY, 1.7 M (5.6 FT) NORTHWEST OF THE SOUTHEAST EDGE OF THE
 GN0406'OUTCROP, AND 1.2 M (3.9 FT) NORTHEAST OF THE SOUTH EDGE OF THE
 GN0406'OUTCROP.
 GN0406'THE MARK IS 0.4 METERS  W FROM  A WITNESS POST
 GN0406'THE MARK IS 6.1 M ABOVE THE HIGHWAY.
 GN0406
 GN0406                          STATION RECOVERY (2006)
 GN0406
 GN0406'RECOVERY NOTE BY GEOCACHING 2006 (BMC)
 GN0406'HANDHELD COORDINATES ARE
 GN0406'36 08.106N
 GN0406'106 06.280W
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0874 ***********************************************************************
 FO0874  DESIGNATION -  F 438
 FO0874  PID         -  FO0874
 FO0874  STATE/COUNTY-  NM/SANDOVAL
 FO0874  USGS QUAD   -  ALAMEDA (1990)
 FO0874
 FO0874                         *CURRENT SURVEY CONTROL
 FO0874  ___________________________________________________________________
 FO0874* NAD 83(1986)-  35 13 55.     (N)    106 35 05.     (W)     SCALED    
 FO0874* NAVD 88     -      1529.072  (meters)    5016.63   (feet)  ADJUSTED  
 FO0874  ___________________________________________________________________
 FO0874  GEOID HEIGHT-         -20.91  (meters)                     GEOID03
 FO0874  DYNAMIC HT  -        1527.012 (meters)    5009.87  (feet)  COMP
 FO0874  MODELED GRAV-     979,233.8   (mgal)                       NAVD 88
 FO0874
 FO0874  VERT ORDER  -  FIRST     CLASS II
 FO0874
 FO0874.The horizontal coordinates were scaled from a topographic map and have
 FO0874.an estimated accuracy of +/- 6 seconds.
 FO0874
 FO0874.The orthometric height was determined by differential leveling
 FO0874.and adjusted by the National Geodetic Survey in June 1991..
 FO0874
 FO0874.The geoid height was determined by GEOID03.
 FO0874
 FO0874.The dynamic height is computed by dividing the NAVD 88
 FO0874.geopotential number by the normal gravity value computed on the
 FO0874.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0874.degrees latitude (g = 980.6199 gals.).
 FO0874
 FO0874.The modeled gravity was interpolated from observed gravity values.
 FO0874
 FO0874;                    North         East    Units  Estimated Accuracy
 FO0874;SPC NM C     -   469,360.      469,530.      MT  (+/- 180 meters Scaled)
 FO0874
 FO0874                          SUPERSEDED SURVEY CONTROL
 FO0874
 FO0874.No superseded survey control is available for this station.
 FO0874
 FO0874_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU557999(NAD 83)
 FO0874_MARKER: I = METAL ROD
 FO0874_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FO0874_SP_SET: STAINLESS STEEL ROD
 FO0874_STAMPING: F 438 1984
 FO0874_MARK LOGO: NGS   
 FO0874_PROJECTION: FLUSH
 FO0874_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FO0874_ROD/PIPE-DEPTH: 17.1 meters
 FO0874
 FO0874  HISTORY     - Date     Condition        Report By
 FO0874  HISTORY     - 1984     MONUMENTED       NGS
 FO0874
 FO0874                          STATION DESCRIPTION
 FO0874
 FO0874'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FO0874'10.2 KM (6.35 MI) SW FROM BERNALILLO.
 FO0874'10.2 KM (6.35 MI) SOUTHWESTERLY ALONG THE ATCHISON TOPEKA AND SANTA FE
 FO0874'RAILROAD FROM ITS JUNCTION WITH STATE HIGHWAY 44 IN BERNALILLO, 0.5 KM
 FO0874'(0.3 MI) SOUTH OF MILEPOST 891, 20.0 M (65.6 FT) EAST OF THE NEAR
 FO0874'RAIL, AND 6.6 M (21.7 FT) EAST-NORTHEAST OF A UTILITY POLE.
 FO0874'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 FO0874'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST AND FENCE
 FO0874'THE MARK IS 2.0 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0409 ***********************************************************************
 FN0409  DESIGNATION -  F 439
 FN0409  PID         -  FN0409
 FN0409  STATE/COUNTY-  NM/SANTA FE
 FN0409  USGS QUAD   -  SANTA FE (1993)
 FN0409
 FN0409                         *CURRENT SURVEY CONTROL
 FN0409  ___________________________________________________________________
 FN0409* NAD 83(1986)-  35 41 33.     (N)    105 56 50.     (W)     SCALED    
 FN0409* NAVD 88     -      2117.601  (meters)    6947.50   (feet)  ADJUSTED  
 FN0409  ___________________________________________________________________
 FN0409  GEOID HEIGHT-         -18.43  (meters)                     GEOID03
 FN0409  DYNAMIC HT  -        2114.643 (meters)    6937.79  (feet)  COMP
 FN0409  MODELED GRAV-     979,160.4   (mgal)                       NAVD 88
 FN0409
 FN0409  VERT ORDER  -  FIRST     CLASS II
 FN0409
 FN0409.The horizontal coordinates were scaled from a topographic map and have
 FN0409.an estimated accuracy of +/- 6 seconds.
 FN0409
 FN0409.The orthometric height was determined by differential leveling
 FN0409.and adjusted by the National Geodetic Survey in June 1991..
 FN0409
 FN0409.The geoid height was determined by GEOID03.
 FN0409
 FN0409.The dynamic height is computed by dividing the NAVD 88
 FN0409.geopotential number by the normal gravity value computed on the
 FN0409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FN0409.degrees latitude (g = 980.6199 gals.).
 FN0409
 FN0409.The modeled gravity was interpolated from observed gravity values.
 FN0409
 FN0409;                    North         East    Units  Estimated Accuracy
 FN0409;SPC NM C     -   520,440.      527,400.      MT  (+/- 180 meters Scaled)
 FN0409
 FN0409                          SUPERSEDED SURVEY CONTROL
 FN0409
 FN0409.No superseded survey control is available for this station.
 FN0409
 FN0409_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV142502(NAD 83)
 FN0409_MARKER: I = METAL ROD
 FN0409_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FN0409_SP_SET: STAINLESS STEEL ROD
 FN0409_STAMPING: F 439 1984
 FN0409_MARK LOGO: NGS   
 FN0409_PROJECTION: FLUSH
 FN0409_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FN0409_ROD/PIPE-DEPTH: 12.2 meters
 FN0409
 FN0409  HISTORY     - Date     Condition        Report By
 FN0409  HISTORY     - 1984     MONUMENTED       NGS
 FN0409
 FN0409                          STATION DESCRIPTION
 FN0409
 FN0409'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FN0409'IN SANTA FE.
 FN0409'IN SANTA FE, AT THE JUNCTION OF GUADALUPE AND PASEO DE PERALTA
 FN0409'STREETS, 50.3 M (165.0 FT) NORTHWEST OF THE CENTER OF THE WEST BOUND
 FN0409'LANES OF PASEO DE PERALTA STREET, 13.6 M (44.6 FT) NORTHEAST OF THE
 FN0409'CENTERLINE OF THE NORTH BOUND LANES OF GUADALUPE STREET, AND 9.8 M
 FN0409'(32.2 FT) SOUTHEAST OF THE NORTH ENTRANCE TO THE ROSARIO CEMETERY.
 FN0409'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 FN0409'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST
 FN0409'THE MARK IS ABOVE LEVEL WITH THE STREETS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0141 ***********************************************************************
 ER0141  DESIGNATION -  F 44
 ER0141  PID         -  ER0141
 ER0141  STATE/COUNTY-  NM/CIBOLA
 ER0141  USGS QUAD   -  FENCE LAKE (1972)
 ER0141
 ER0141                         *CURRENT SURVEY CONTROL
 ER0141  ___________________________________________________________________
 ER0141* NAD 83(1986)-  34 41 58.     (N)    108 41 40.     (W)     SCALED    
 ER0141* NAVD 88     -      2108.144  (meters)    6916.47   (feet)  ADJUSTED  
 ER0141  ___________________________________________________________________
 ER0141  GEOID HEIGHT-         -21.81  (meters)                     GEOID03
 ER0141  DYNAMIC HT  -        2104.978 (meters)    6906.08  (feet)  COMP
 ER0141  MODELED GRAV-     979,057.8   (mgal)                       NAVD 88
 ER0141
 ER0141  VERT ORDER  -  SECOND    CLASS 0
 ER0141
 ER0141.The horizontal coordinates were scaled from a topographic map and have
 ER0141.an estimated accuracy of +/- 6 seconds.
 ER0141
 ER0141.The orthometric height was determined by differential leveling
 ER0141.and adjusted by the National Geodetic Survey in June 1991..
 ER0141
 ER0141.The geoid height was determined by GEOID03.
 ER0141
 ER0141.The dynamic height is computed by dividing the NAVD 88
 ER0141.geopotential number by the normal gravity value computed on the
 ER0141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0141.degrees latitude (g = 980.6199 gals.).
 ER0141
 ER0141.The modeled gravity was interpolated from observed gravity values.
 ER0141
 ER0141;                    North         East    Units  Estimated Accuracy
 ER0141;SPC NM W     -   410,580.      751,110.      MT  (+/- 180 meters Scaled)
 ER0141
 ER0141                          SUPERSEDED SURVEY CONTROL
 ER0141
 ER0141  NGVD 29 (??/??/92) 2107.135  (m)         6913.16   (f) ADJ UNCH    2 0
 ER0141
 ER0141.Superseded values are not recommended for survey control.
 ER0141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0141.See file dsdata.txt to determine how the superseded data were derived.
 ER0141
 ER0141_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYD111421(NAD 83)
 ER0141_MARKER: DB = BENCH MARK DISK
 ER0141_SETTING: 66 = SET IN ROCK OUTCROP
 ER0141_SP_SET: ROCK LEDGE
 ER0141_STAMPING: F 44 1934
 ER0141_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ER0141+STABILITY: POSITION/ELEVATION WELL
 ER0141
 ER0141  HISTORY     - Date     Condition        Report By
 ER0141  HISTORY     - 1934     MONUMENTED       CGS
 ER0141  HISTORY     - 1972     GOOD             NGS
 ER0141  HISTORY     - 1972     GOOD             USGS
 ER0141
 ER0141                          STATION DESCRIPTION
 ER0141
 ER0141'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ER0141'3.0 MI S FROM ATARQUE.
 ER0141'3.0 MILES S. ALONG ROAD TO SALT LAKE AND QUEMADO.  ON ATARQUE-SALT
 ER0141'LAKE ROAD WHERE IT PASSES BETWEEN TWO MALPAIS LEDGES, 75 FEET WEST OF
 ER0141'CENTER LINE OF ROAD AND ON EAST EDGE OF LEDGE.
 ER0141
 ER0141                          STATION RECOVERY (1972)
 ER0141
 ER0141'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 ER0141'RECOVERED IN GOOD CONDITION.
 ER0141
 ER0141                          STATION RECOVERY (1972)
 ER0141
 ER0141'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 ER0141'ROAD HAS BEEN ABANDONED. DRIVE NORTH ALONG STATE HWYS 32 AND 36 FROM
 ER0141'HWY INTERSECTION AT FENCE LAKE, NEW MEXICO FOR 3.0 MILES, TURN WEST
 ER0141'ALONG FENCE FOR 0.7 MILE TO A POINT WHERE ABANDONED ROADS PASS
 ER0141'THROUGH FENCE. TAKE WEST-OLDER-OF TWO ROADS AND DRIVE NORTHWEST 2.5
 ER0141'MILES TO A POINT WHERE ROAD MAKE A JOG IN CROSSING A SMALL ARROYO IN
 ER0141'THE MALPAIS. MARK IS ON WEST SIDE AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0913 ***********************************************************************
 FO0913  DESIGNATION -  F 440
 FO0913  PID         -  FO0913
 FO0913  STATE/COUNTY-  NM/RIO ARRIBA
 FO0913  USGS QUAD   -  ESPANOLA (1984)
 FO0913
 FO0913                         *CURRENT SURVEY CONTROL
 FO0913  ___________________________________________________________________
 FO0913* NAD 83(1986)-  35 59 45.     (N)    106 05 01.     (W)     SCALED    
 FO0913* NAVD 88     -      1715.579  (meters)    5628.53   (feet)  ADJUSTED  
 FO0913  ___________________________________________________________________
 FO0913  GEOID HEIGHT-         -19.12  (meters)                     GEOID03
 FO0913  DYNAMIC HT  -        1713.278 (meters)    5620.98  (feet)  COMP
 FO0913  MODELED GRAV-     979,232.1   (mgal)                       NAVD 88
 FO0913
 FO0913  VERT ORDER  -  FIRST     CLASS II
 FO0913
 FO0913.The horizontal coordinates were scaled from a topographic map and have
 FO0913.an estimated accuracy of +/- 6 seconds.
 FO0913
 FO0913.The orthometric height was determined by differential leveling
 FO0913.and adjusted by the National Geodetic Survey in June 1991..
 FO0913
 FO0913.The geoid height was determined by GEOID03.
 FO0913
 FO0913.The dynamic height is computed by dividing the NAVD 88
 FO0913.geopotential number by the normal gravity value computed on the
 FO0913.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0913.degrees latitude (g = 980.6199 gals.).
 FO0913
 FO0913.The modeled gravity was interpolated from observed gravity values.
 FO0913
 FO0913;                    North         East    Units  Estimated Accuracy
 FO0913;SPC NM C     -   554,060.      515,000.      MT  (+/- 180 meters Scaled)
 FO0913
 FO0913                          SUPERSEDED SURVEY CONTROL
 FO0913
 FO0913.No superseded survey control is available for this station.
 FO0913
 FO0913_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV023840(NAD 83)
 FO0913_MARKER: I = METAL ROD
 FO0913_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FO0913_SP_SET: STAINLESS STEEL ROD
 FO0913_STAMPING: F 440 1984
 FO0913_MARK LOGO: NGS   
 FO0913_PROJECTION: FLUSH
 FO0913_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FO0913_ROD/PIPE-DEPTH: 4.0  meters
 FO0913
 FO0913  HISTORY     - Date     Condition        Report By
 FO0913  HISTORY     - 1984     MONUMENTED       NGS
 FO0913
 FO0913                          STATION DESCRIPTION
 FO0913
 FO0913'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FO0913'1.8 KM (1.1 MI) NORTH FROM ESPANOLA.
 FO0913'1.8 KM (1.1 MI) NORTHERLY ALONG U.S. HIGHWAY 285 FROM ITS JUNCTION
 FO0913'WITH STATE HIGHWAY 68 IN ESPANOLA, 47.2 M (154.9 FT) WEST OF THE
 FO0913'NORTHWEST CORNER OF THE COURT HOUSE IN ESPANOLA, 16.3 M (53.5 FT) EAST
 FO0913'OF THE CENTERLINE OF THE NORTH BOUND LANES OF THE HIGHWAY, 8.8 M
 FO0913'(28.9 FT) SOUTH OF THE CENTER OF A PAVED ROAD LEADING EAST, AND 1.1 M
 FO0913'(3.6 FT) SOUTH OF A UTILITY POLE WITH A GUY WIRE.  NOTE=ACCESS TO THE
 FO0913'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 FO0913'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 FO0913'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0587 ***********************************************************************
 GM0587  DESIGNATION -  F 441
 GM0587  PID         -  GM0587
 GM0587  STATE/COUNTY-  NM/TAOS
 GM0587  USGS QUAD   -  PETACA PEAK (1995)
 GM0587
 GM0587                         *CURRENT SURVEY CONTROL
 GM0587  ___________________________________________________________________
 GM0587* NAD 83(1986)-  36 36 18.     (N)    105 57 50.     (W)     SCALED    
 GM0587* NAVD 88     -      2455.740  (meters)    8056.87   (feet)  ADJUSTED  
 GM0587  ___________________________________________________________________
 GM0587  GEOID HEIGHT-         -17.27  (meters)                     GEOID03
 GM0587  DYNAMIC HT  -        2452.317 (meters)    8045.64  (feet)  COMP
 GM0587  MODELED GRAV-     979,149.0   (mgal)                       NAVD 88
 GM0587
 GM0587  VERT ORDER  -  FIRST     CLASS II
 GM0587
 GM0587.The horizontal coordinates were scaled from a topographic map and have
 GM0587.an estimated accuracy of +/- 6 seconds.
 GM0587
 GM0587.The orthometric height was determined by differential leveling
 GM0587.and adjusted by the National Geodetic Survey in June 1991..
 GM0587
 GM0587.The geoid height was determined by GEOID03.
 GM0587
 GM0587.The dynamic height is computed by dividing the NAVD 88
 GM0587.geopotential number by the normal gravity value computed on the
 GM0587.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GM0587.degrees latitude (g = 980.6199 gals.).
 GM0587
 GM0587.The modeled gravity was interpolated from observed gravity values.
 GM0587
 GM0587;                    North         East    Units  Estimated Accuracy
 GM0587;SPC NM C     -   621,680.      525,600.      MT  (+/- 180 meters Scaled)
 GM0587
 GM0587                          SUPERSEDED SURVEY CONTROL
 GM0587
 GM0587.No superseded survey control is available for this station.
 GM0587
 GM0587_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDA137514(NAD 83)
 GM0587_MARKER: DB = BENCH MARK DISK
 GM0587_SETTING: 66 = SET IN ROCK OUTCROP
 GM0587_SP_SET: ROCK OUTCROP
 GM0587_STAMPING: F 441 1984
 GM0587_MARK LOGO: NGS   
 GM0587_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GM0587+STABILITY: POSITION/ELEVATION WELL
 GM0587
 GM0587  HISTORY     - Date     Condition        Report By
 GM0587  HISTORY     - 1984     MONUMENTED       NGS
 GM0587
 GM0587                          STATION DESCRIPTION
 GM0587
 GM0587'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 GM0587'4.4 KM (2.75 MI) SOUTH FROM TRES PIEDRAS.
 GM0587'4.4 KM (2.75 MI) SOUTHERLY ALONG U.S. HIGHWAY 285 FROM ITS JUNCTION
 GM0587'WITH U.S. HIGHWAY 64 IN TRES PIEDRAS, 0.4 KM (0.25 MI) NORTH OF
 GM0587'MILEPOST 381, NEAR THE CENTER OF A 6 BY 10 FOOT EXPOSED AREA OF
 GM0587'OUTCROPPING BEDROCK, 41.2 M (135.2 FT) NORTH OF THE EAST END OF A
 GM0587'30-INCH METAL PIPE CULVERT, 15.6 M (51.2 FT) WEST OF A FENCE, AND 15.1
 GM0587'M (49.5 FT) EAST OF THE CENTERLINE OF THE HIGHWAY.
 GM0587'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 GM0587'THE MARK IS 1.9 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA3133 ***********************************************************************
 AA3133  DESIGNATION -  F 442
 AA3133  PID         -  AA3133
 AA3133  STATE/COUNTY-  NM/BERNALILLO
 AA3133  USGS QUAD   -  ALAMEDA (1990)
 AA3133
 AA3133                         *CURRENT SURVEY CONTROL
 AA3133  ___________________________________________________________________
 AA3133* NAD 83(1986)-  35 10 28.     (N)    106 36 33.     (W)     SCALED    
 AA3133* NAVD 88     -      1542.538  (meters)    5060.81   (feet)  ADJUSTED  
 AA3133  ___________________________________________________________________
 AA3133  GEOID HEIGHT-         -21.09  (meters)                     GEOID03
 AA3133  DYNAMIC HT  -        1540.440 (meters)    5053.93  (feet)  COMP
 AA3133  MODELED GRAV-     979,220.9   (mgal)                       NAVD 88
 AA3133
 AA3133  VERT ORDER  -  FIRST     CLASS II
 AA3133
 AA3133.The horizontal coordinates were scaled from a topographic map and have
 AA3133.an estimated accuracy of +/- 6 seconds.
 AA3133
 AA3133.The orthometric height was determined by differential leveling
 AA3133.and adjusted by the National Geodetic Survey in April 2001..
 AA3133
 AA3133.The geoid height was determined by GEOID03.
 AA3133
 AA3133.The dynamic height is computed by dividing the NAVD 88
 AA3133.geopotential number by the normal gravity value computed on the
 AA3133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA3133.degrees latitude (g = 980.6199 gals.).
 AA3133
 AA3133.The modeled gravity was interpolated from observed gravity values.
 AA3133
 AA3133;                    North         East    Units  Estimated Accuracy
 AA3133;SPC NM C     -   462,990.      467,290.      MT  (+/- 180 meters Scaled)
 AA3133
 AA3133                          SUPERSEDED SURVEY CONTROL
 AA3133
 AA3133.No superseded survey control is available for this station.
 AA3133
 AA3133_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU534935(NAD 83)
 AA3133_MARKER: F = FLANGE-ENCASED ROD
 AA3133_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AA3133_STAMPING: F 442 1994
 AA3133_MARK LOGO: NGS   
 AA3133_PROJECTION: FLUSH
 AA3133_MAGNETIC: I = MARKER IS A STEEL ROD
 AA3133_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA3133_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3133+SATELLITE: SATELLITE OBSERVATIONS - February 09, 1999
 AA3133_ROD/PIPE-DEPTH: 5.8  meters
 AA3133
 AA3133  HISTORY     - Date     Condition        Report By
 AA3133  HISTORY     - 1994     MONUMENTED       NGS
 AA3133  HISTORY     - 19990209 GOOD             NGS
 AA3133  HISTORY     - 20050130 GOOD             GEOCAC
 AA3133
 AA3133                          STATION DESCRIPTION
 AA3133
 AA3133'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AA3133'10.9 KM (6.75 MI) NORTHERLY ALONG THE SANTA FE RAILROAD FROM THE
 AA3133'RAILROAD STATION IN ALBUQUERQUE, THENCE 0.9 KM (0.55 MI) EASTERLY
 AA3133'ALONG PASEO DEL NORTE, 98.4 M (322.8 FT) EAST OF THE NORTHEAST CORNER
 AA3133'OF A SUBSTATION, 37.0 M (121.4 FT) SOUTH OF THE CENTERLINE OF THE
 AA3133'EASTBOUND LANES OF PASEO DEL NORTE, 33.8 M (110.9 FT) NORTH OF THE
 AA3133'CENTERLINE OF A FRONTAGE ROAD, 2.7 M (8.9 FT) EAST OF A Y-FENCE
 AA3133'CORNER, 1.5 M (4.9 FT) BELOW THE LEVEL OF PASEO DEL NORTE, AND 0.5 M
 AA3133'(1.6 FT) SOUTH OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM
 AA3133'POINT IS THROUGH A 5-INCH LOGO CAP.
 AA3133
 AA3133                          STATION RECOVERY (1999)
 AA3133
 AA3133'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AA3133'10.9 KM (6.75 MI) NORTHERLY ALONG THE SANTA FE RAILROAD FROM THE
 AA3133'RAILROAD STATION IN ALBUQUERQUE, THENCE 0.9 KM (0.55 MI) EASTERLY
 AA3133'ALONG PASEO DEL NORTE, 98.4 M (322.8 FT) EAST OF THE NORTHEAST CORNER
 AA3133'OF A SUBSTATION, 37.0 M (121.4 FT) SOUTH OF THE CENTERLINE OF THE
 AA3133'EASTBOUND LANES OF PASEO DEL NORTE, 33.8 M (110.9 FT) NORTH OF THE
 AA3133'CENTERLINE OF A FRONTAGE ROAD, 9.8 M (32.2 FT) NORTH OF THE CENTER OF
 AA3133'A PAVED BIKE PATH, 2.7 M (8.9 FT) EAST OF A Y-FENCE CORNER, AND 0.5 M
 AA3133'(1.6 FT) SOUTH OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM
 AA3133'POINT IS THROUGH A 5-INCH LOGO CAP.  THE MARK IS ON CITY STREET
 AA3133'RIGHT-OF-WAY.
 AA3133
 AA3133                          STATION RECOVERY (2005)
 AA3133
 AA3133'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 AA3133'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1420 ***********************************************************************
 CX1420  DESIGNATION -  F 443
 CX1420  PID         -  CX1420
 CX1420  STATE/COUNTY-  NM/DONA ANA
 CX1420  USGS QUAD   -  WHITE SANDS (1955)
 CX1420
 CX1420                         *CURRENT SURVEY CONTROL
 CX1420  ___________________________________________________________________
 CX1420* NAD 83(1986)-  32 26 26.     (N)    106 27 48.     (W)     SCALED    
 CX1420* NAVD 88     -      1286.554  (meters)    4220.97   (feet)  ADJUSTED  
 CX1420  ___________________________________________________________________
 CX1420  GEOID HEIGHT-         -23.53  (meters)                     GEOID03
 CX1420  DYNAMIC HT  -        1284.631 (meters)    4214.66  (feet)  COMP
 CX1420  MODELED GRAV-     979,099.3   (mgal)                       NAVD 88
 CX1420
 CX1420  VERT ORDER  -  FIRST     CLASS I
 CX1420
 CX1420.The horizontal coordinates were scaled from a topographic map and have
 CX1420.an estimated accuracy of +/- 6 seconds.
 CX1420
 CX1420.The orthometric height was determined by differential leveling
 CX1420.and adjusted by the National Geodetic Survey in June 1991..
 CX1420
 CX1420.The geoid height was determined by GEOID03.
 CX1420
 CX1420.The dynamic height is computed by dividing the NAVD 88
 CX1420.geopotential number by the normal gravity value computed on the
 CX1420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX1420.degrees latitude (g = 980.6199 gals.).
 CX1420
 CX1420.The modeled gravity was interpolated from observed gravity values.
 CX1420
 CX1420;                    North         East    Units  Estimated Accuracy
 CX1420;SPC NM C     -   159,740.      479,940.      MT  (+/- 180 meters Scaled)
 CX1420
 CX1420                          SUPERSEDED SURVEY CONTROL
 CX1420
 CX1420.No superseded survey control is available for this station.
 CX1420
 CX1420_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR624902(NAD 83)
 CX1420_MARKER: I = METAL ROD
 CX1420_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CX1420_SP_SET: STAINLESS STEEL ROD
 CX1420_STAMPING: F 443 1986
 CX1420_MARK LOGO: NGS   
 CX1420_PROJECTION: FLUSH
 CX1420_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CX1420_ROD/PIPE-DEPTH: 16.8 meters
 CX1420
 CX1420  HISTORY     - Date     Condition        Report By
 CX1420  HISTORY     - 1986     MONUMENTED       NGS
 CX1420
 CX1420                          STATION DESCRIPTION
 CX1420
 CX1420'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 CX1420'7.5 KM (4.65 MI) NORTH FROM WHITE SANDS MISSILE RANGE.
 CX1420'0.9 KM (0.55 MI) EAST-NORTHEAST OF THE INTERSECTION OF US HIGHWAY 70
 CX1420'AND WSMR 1, THE ROAD TO WHITE SANDS MISSILE RANGE HEADQUARTERS, 34.7
 CX1420'METERS (114 FT) SOUTHEAST OF THE NORTHERN RIGHT-OF-WAY FENCE, 28.8
 CX1420'METERS (94 FT) NORTHWEST OF THE CENTERLINE OF THE WESTBOUND LANES OF
 CX1420'US HIGHWAY 70.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH
 CX1420'LOGO CAP.
 CX1420'THE MARK IS 1.2 METERS  E FROM  A WITNESS POST
 CX1420'THE MARK IS 1.2 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0085 ***********************************************************************
 ER0085  DESIGNATION -  F 45
 ER0085  PID         -  ER0085
 ER0085  STATE/COUNTY-  NM/CATRON
 ER0085  USGS QUAD   -  ARMSTRONG CANYON (1972)
 ER0085
 ER0085                         *CURRENT SURVEY CONTROL
 ER0085  ___________________________________________________________________
 ER0085* NAD 83(1986)-  34 19 42.     (N)    108 32 41.     (W)     SCALED    
 ER0085* NAVD 88     -      2133.753  (meters)    7000.49   (feet)  ADJUSTED  
 ER0085  ___________________________________________________________________
 ER0085  GEOID HEIGHT-         -21.56  (meters)                     GEOID03
 ER0085  DYNAMIC HT  -        2130.504 (meters)    6989.83  (feet)  COMP
 ER0085  MODELED GRAV-     979,036.4   (mgal)                       NAVD 88
 ER0085
 ER0085  VERT ORDER  -  SECOND    CLASS 0
 ER0085
 ER0085.The horizontal coordinates were scaled from a topographic map and have
 ER0085.an estimated accuracy of +/- 6 seconds.
 ER0085
 ER0085.The orthometric height was determined by differential leveling
 ER0085.and adjusted by the National Geodetic Survey in June 1991..
 ER0085
 ER0085.The geoid height was determined by GEOID03.
 ER0085
 ER0085.The dynamic height is computed by dividing the NAVD 88
 ER0085.geopotential number by the normal gravity value computed on the
 ER0085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0085.degrees latitude (g = 980.6199 gals.).
 ER0085
 ER0085.The modeled gravity was interpolated from observed gravity values.
 ER0085
 ER0085;                    North         East    Units  Estimated Accuracy
 ER0085;SPC NM W     -   369,310.      764,540.      MT  (+/- 180 meters Scaled)
 ER0085
 ER0085                          SUPERSEDED SURVEY CONTROL
 ER0085
 ER0085  NGVD 29 (??/??/92) 2132.834  (m)         6997.47   (f) ADJ UNCH    2 0
 ER0085
 ER0085.Superseded values are not recommended for survey control.
 ER0085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0085.See file dsdata.txt to determine how the superseded data were derived.
 ER0085
 ER0085_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYD258012(NAD 83)
 ER0085_MARKER: DB = BENCH MARK DISK
 ER0085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ER0085_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ER0085_STAMPING: F 45 1934
 ER0085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0085+STABILITY: SURFACE MOTION
 ER0085
 ER0085  HISTORY     - Date     Condition        Report By
 ER0085  HISTORY     - 1934     MONUMENTED       CGS
 ER0085  HISTORY     - 1972     GOOD             NGS
 ER0085  HISTORY     - 1972     GOOD             USGS
 ER0085
 ER0085                          STATION DESCRIPTION
 ER0085
 ER0085'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ER0085'2.9 MI W FROM QUEMADO.
 ER0085'2.9 MILE WEST ALONG U.S. HWY. 60 ON U.S. HWY. 60, ABOUT 150 YDS.
 ER0085'SOUTHEAST OF ADOBE HOUSE, 34 FT. SOUTH OF CENTER LINE OF HWY. AND 3
 ER0085'FT. NORTH OF FENCE LINE.
 ER0085
 ER0085                          STATION RECOVERY (1972)
 ER0085
 ER0085'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 ER0085'RECOVERED IN GOOD CONDITION.
 ER0085
 ER0085                          STATION RECOVERY (1972)
 ER0085
 ER0085'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 ER0085'TO REACH THE MARK FROM THE POST OFFICE IN QUEMADO HEAD SOUTHWEST
 ER0085'ALONG U.S. 60, 4.0 MILES TO A T-ROAD SE. TO A RANCH. TURN LEFT
 ER0085'SOUTHEASTERLY AND FOLLOW THE THE ROAD 1.0 MILE TO A Y-ROAD WEST OF
 ER0085'THE RANCH HOUSE. TAKE THE LEFT FORK, SOUTHEAST, AND FOLLOW MAIN
 ER0085'TRAVELED ROAD 1.2 MILES TO A GATE IN A N/S FENCE. END OF TRUCK
 ER0085'TRAVEL. MARK IS 475' NORTHEAST ALONG ABANDONED HIGHWAY FROM N/S FENCE
 ER0085'AND 34' SOUTHEAST OF HIGHWAY ABANDONED HIGHWAY IS 70' NORTH OF GATE
 ER0085'AND ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0203 ***********************************************************************
 DT0203  DESIGNATION -  F 46
 DT0203  PID         -  DT0203
 DT0203  STATE/COUNTY-  NM/CATRON
 DT0203  USGS QUAD   -  CRUZVILLE (1965)
 DT0203
 DT0203                         *CURRENT SURVEY CONTROL
 DT0203  ___________________________________________________________________
 DT0203* NAD 83(1986)-  33 49 57.     (N)    108 37 36.     (W)     SCALED    
 DT0203* NAVD 88     -      1954.696  (meters)    6413.03   (feet)  ADJUSTED  
 DT0203  ___________________________________________________________________
 DT0203  GEOID HEIGHT-         -22.31  (meters)                     GEOID03
 DT0203  DYNAMIC HT  -        1951.663 (meters)    6403.08  (feet)  COMP
 DT0203  MODELED GRAV-     979,015.3   (mgal)                       NAVD 88
 DT0203
 DT0203  VERT ORDER  -  SECOND    CLASS 0
 DT0203
 DT0203.The horizontal coordinates were scaled from a topographic map and have
 DT0203.an estimated accuracy of +/- 6 seconds.
 DT0203
 DT0203.The orthometric height was determined by differential leveling
 DT0203.and adjusted by the National Geodetic Survey in June 1991..
 DT0203
 DT0203.The geoid height was determined by GEOID03.
 DT0203
 DT0203.The dynamic height is computed by dividing the NAVD 88
 DT0203.geopotential number by the normal gravity value computed on the
 DT0203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0203.degrees latitude (g = 980.6199 gals.).
 DT0203
 DT0203.The modeled gravity was interpolated from observed gravity values.
 DT0203
 DT0203;                    North         East    Units  Estimated Accuracy
 DT0203;SPC NM W     -   314,370.      756,570.      MT  (+/- 180 meters Scaled)
 DT0203
 DT0203                          SUPERSEDED SURVEY CONTROL
 DT0203
 DT0203  NGVD 29 (??/??/92) 1953.771  (m)         6410.00   (f) ADJ UNCH    2 0
 DT0203
 DT0203.Superseded values are not recommended for survey control.
 DT0203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0203.See file dsdata.txt to determine how the superseded data were derived.
 DT0203
 DT0203_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYC196461(NAD 83)
 DT0203_MARKER: DB = BENCH MARK DISK
 DT0203_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DT0203_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DT0203_STAMPING: F 46 1934
 DT0203_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DT0203+STABILITY: SURFACE MOTION
 DT0203
 DT0203  HISTORY     - Date     Condition        Report By
 DT0203  HISTORY     - 1934     MONUMENTED       CGS
 DT0203  HISTORY     - 1965     MARK NOT FOUND   USGS
 DT0203
 DT0203                          STATION DESCRIPTION
 DT0203
 DT0203'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DT0203'IN APACHE CREEK.
 DT0203'AT INTERSECTION OF QUEMADO APACHE CREEK HWY. AND STATE HWY. NO. 12,
 DT0203'ABOUT 100 YDS. NORTH OF TULAROSA RIVER, 20 FT. SOUTH OF CENTER LINE OF
 DT0203'STATE HWY. NO. 12, AND 5 FT. EAST OF FOREST SERVICE HWY. SIGN.
 DT0203
 DT0203                          STATION RECOVERY (1965)
 DT0203
 DT0203'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 DT0203'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0065 ***********************************************************************
 FP0065  DESIGNATION -  F 47
 FP0065  PID         -  FP0065
 FP0065  STATE/COUNTY-  NM/CIBOLA
 FP0065  USGS QUAD   -  VALLE LARGO (1995)
 FP0065
 FP0065                         *CURRENT SURVEY CONTROL
 FP0065  ___________________________________________________________________
 FP0065* NAD 83(1986)-  35 02 42.     (N)    108 13 09.     (W)     SCALED    
 FP0065* NAVD 88     -      2283.897  (meters)    7493.09   (feet)  ADJUSTED  
 FP0065  ___________________________________________________________________
 FP0065  GEOID HEIGHT-         -20.25  (meters)                     GEOID03
 FP0065  DYNAMIC HT  -        2280.515 (meters)    7481.99  (feet)  COMP
 FP0065  MODELED GRAV-     979,071.1   (mgal)                       NAVD 88
 FP0065
 FP0065  VERT ORDER  -  SECOND    CLASS 0
 FP0065
 FP0065.The horizontal coordinates were scaled from a topographic map and have
 FP0065.an estimated accuracy of +/- 6 seconds.
 FP0065
 FP0065.The orthometric height was determined by differential leveling
 FP0065.and adjusted by the National Geodetic Survey in June 1991..
 FP0065
 FP0065.The geoid height was determined by GEOID03.
 FP0065
 FP0065.The dynamic height is computed by dividing the NAVD 88
 FP0065.geopotential number by the normal gravity value computed on the
 FP0065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0065.degrees latitude (g = 980.6199 gals.).
 FP0065
 FP0065.The modeled gravity was interpolated from observed gravity values.
 FP0065
 FP0065;                    North         East    Units  Estimated Accuracy
 FP0065;SPC NM W     -   448,640.      794,800.      MT  (+/- 180 meters Scaled)
 FP0065
 FP0065                          SUPERSEDED SURVEY CONTROL
 FP0065
 FP0065  NGVD 29 (??/??/92) 2282.802  (m)         7489.49   (f) ADJ UNCH    2 0
 FP0065
 FP0065.Superseded values are not recommended for survey control.
 FP0065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0065.See file dsdata.txt to determine how the superseded data were derived.
 FP0065
 FP0065_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYD536815(NAD 83)
 FP0065_MARKER: DB = BENCH MARK DISK
 FP0065_SETTING: 66 = SET IN ROCK OUTCROP
 FP0065_SP_SET: OUTCROP
 FP0065_STAMPING: F-47 1934
 FP0065_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FP0065+STABILITY: POSITION/ELEVATION WELL
 FP0065
 FP0065  HISTORY     - Date     Condition        Report By
 FP0065  HISTORY     - 1934     MONUMENTED       CGS
 FP0065  HISTORY     - 1952     GOOD             USGS
 FP0065
 FP0065                          STATION DESCRIPTION
 FP0065
 FP0065'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 FP0065'5.6 MI E FROM EL MORRO.
 FP0065'MARK IS LOCATED ABOUT 5.6 MILES EAST OF EL MORRO, VALENCIA COUNTY
 FP0065'ABOUT 0.3 MI. NORTH OF THE CENTER OF STATE HIGHWAY 53, AND ABOUT 0.2
 FP0065'MI. EAST FROM A NORTH-SOUTH ROAD ALONG A FENCE LINE, AT THE EDGE OF
 FP0065'THE TIMBER IN A RED SANDSTONE OUTCROP.  A STANDARD DISC STAMPED F-47
 FP0065'1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0346 ***********************************************************************
 DS0346  DESIGNATION -  F 48
 DS0346  PID         -  DS0346
 DS0346  STATE/COUNTY-  NM/OTERO
 DS0346  USGS QUAD   -  FIFTEENMILE LAKE (1982)
 DS0346
 DS0346                         *CURRENT SURVEY CONTROL
 DS0346  ___________________________________________________________________
 DS0346* NAD 83(1986)-  33 06 42.     (N)    106 16 47.     (W)     SCALED    
 DS0346* NAVD 88     -      1224.179  (meters)    4016.33   (feet)  ADJUSTED  
 DS0346  ___________________________________________________________________
 DS0346  GEOID HEIGHT-         -22.97  (meters)                     GEOID03
 DS0346  DYNAMIC HT  -        1222.421 (meters)    4010.56  (feet)  COMP
 DS0346  MODELED GRAV-     979,159.7   (mgal)                       NAVD 88
 DS0346
 DS0346  VERT ORDER  -  SECOND    CLASS 0
 DS0346
 DS0346.The horizontal coordinates were scaled from a topographic map and have
 DS0346.an estimated accuracy of +/- 6 seconds.
 DS0346
 DS0346.The orthometric height was determined by differential leveling
 DS0346.and adjusted by the National Geodetic Survey in June 1991..
 DS0346
 DS0346.The geoid height was determined by GEOID03.
 DS0346
 DS0346.The dynamic height is computed by dividing the NAVD 88
 DS0346.geopotential number by the normal gravity value computed on the
 DS0346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0346.degrees latitude (g = 980.6199 gals.).
 DS0346
 DS0346.The modeled gravity was interpolated from observed gravity values.
 DS0346
 DS0346;                    North         East    Units  Estimated Accuracy
 DS0346;SPC NM C     -   234,140.      497,230.      MT  (+/- 180 meters Scaled)
 DS0346
 DS0346                          SUPERSEDED SURVEY CONTROL
 DS0346
 DS0346  NGVD 29 (??/??/92) 1223.571  (m)         4014.33   (f) ADJ UNCH    2 0
 DS0346
 DS0346.Superseded values are not recommended for survey control.
 DS0346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0346.See file dsdata.txt to determine how the superseded data were derived.
 DS0346
 DS0346_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS806643(NAD 83)
 DS0346_MARKER: DB = BENCH MARK DISK
 DS0346_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0346_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0346_STAMPING: F 48 1934
 DS0346_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0346+STABILITY: SURFACE MOTION
 DS0346
 DS0346  HISTORY     - Date     Condition        Report By
 DS0346  HISTORY     - 1934     MONUMENTED       CGS
 DS0346  HISTORY     - 1966     GOOD             NGS
 DS0346
 DS0346                          STATION DESCRIPTION
 DS0346
 DS0346'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 DS0346'12.5 MI E FROM RHODES CANYON RANGE CENTER.
 DS0346'ABOUT 12.5 MILES EAST ALONG WHITE SANDS MISSILE RANGE ROUTE 6 FROM THE
 DS0346'HEADQUARTERS BUILDING AT RHODES CANYON RANGE CENTER, 1.1 MILES EAST OF
 DS0346'THE JUNCTION OF WHITE SANDS MISSILE RANGE ROUTES 6 AND 17, 0.45 MILE
 DS0346'EAST OF A POWER LINE CROSSING THE ROAD, 0.1 MILE EAST OF A CURVE IN
 DS0346'THE ROAD, 1.4 FEET SOUTH OF A WOODEN WITNESS POST, ABOUT 2 FEET BELOW
 DS0346'THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 DS0346'PROJECTING 8 INCHES. S 10, T 14 S, R 7 E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0527 ***********************************************************************
 DS0527  DESIGNATION -  F 49
 DS0527  PID         -  DS0527
 DS0527  STATE/COUNTY-  NM/SIERRA
 DS0527  USGS QUAD   -  SHANNON CANYON NW (1981)
 DS0527
 DS0527                         *CURRENT SURVEY CONTROL
 DS0527  ___________________________________________________________________
 DS0527* NAD 83(1986)-  33 10 54.     (N)    106 59 27.     (W)     SCALED    
 DS0527* NAVD 88     -      1477.527  (meters)    4847.52   (feet)  ADJUSTED  
 DS0527  ___________________________________________________________________
 DS0527  GEOID HEIGHT-         -22.84  (meters)                     GEOID03
 DS0527  DYNAMIC HT  -        1475.364 (meters)    4840.42  (feet)  COMP
 DS0527  MODELED GRAV-     979,121.5   (mgal)                       NAVD 88
 DS0527
 DS0527  VERT ORDER  -  SECOND    CLASS 0
 DS0527
 DS0527.The horizontal coordinates were scaled from a topographic map and have
 DS0527.an estimated accuracy of +/- 6 seconds.
 DS0527
 DS0527.The orthometric height was determined by differential leveling
 DS0527.and adjusted by the National Geodetic Survey in June 1991..
 DS0527
 DS0527.The geoid height was determined by GEOID03.
 DS0527
 DS0527.The dynamic height is computed by dividing the NAVD 88
 DS0527.geopotential number by the normal gravity value computed on the
 DS0527.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0527.degrees latitude (g = 980.6199 gals.).
 DS0527
 DS0527.The modeled gravity was interpolated from observed gravity values.
 DS0527
 DS0527;                    North         East    Units  Estimated Accuracy
 DS0527;SPC NM W     -   242,220.      908,570.      MT  (+/- 180 meters Scaled)
 DS0527
 DS0527                          SUPERSEDED SURVEY CONTROL
 DS0527
 DS0527  NGVD 29 (??/??/92) 1476.876  (m)         4845.38   (f) ADJ UNCH    2 0
 DS0527
 DS0527.Superseded values are not recommended for survey control.
 DS0527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0527.See file dsdata.txt to determine how the superseded data were derived.
 DS0527
 DS0527_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS143731(NAD 83)
 DS0527_MARKER: DB = BENCH MARK DISK
 DS0527_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0527_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0527_STAMPING: F 49 1934
 DS0527_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0527+STABILITY: SURFACE MOTION
 DS0527
 DS0527  HISTORY     - Date     Condition        Report By
 DS0527  HISTORY     - 1934     MONUMENTED       CGS
 DS0527  HISTORY     - 1953     GOOD             NGS
 DS0527
 DS0527                          STATION DESCRIPTION
 DS0527
 DS0527'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 DS0527'2.45 MI E FROM ENGLE.
 DS0527'2.45 MILES EAST ALONG ABANDONED NEW MEXICO STATE HIGHWAY 52 FROM THE
 DS0527'ATCHISON, TOPEKA AND SANTA FE RAILWAY STATION AT ENGLE, 0.25 MILE
 DS0527'NORTHWEST OF AN AIRWAY BEACON TOWER, 0.25 MILE WEST OF A TELEPHONE
 DS0527'LINE, ON THE CREST OF A SMALL KNOLL, 24 FEET NORTH OF THE CENTER LINE
 DS0527'OF THE HIGHWAY, 1.0 FOOT NORTH OF A REFERENCE POST, AND SET IN THE TOP
 DS0527'OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0355 ***********************************************************************
 EP0355  DESIGNATION -  F 5
 EP0355  PID         -  EP0355
 EP0355  STATE/COUNTY-  NM/TORRANCE
 EP0355  USGS QUAD   -  NEGRA (1978)
 EP0355
 EP0355                         *CURRENT SURVEY CONTROL
 EP0355  ___________________________________________________________________
 EP0355* NAD 83(1986)-  34 39 48.     (N)    105 32 35.     (W)     SCALED    
 EP0355* NAVD 88     -      1890.347  (meters)    6201.91   (feet)  ADJUSTED  
 EP0355  ___________________________________________________________________
 EP0355  GEOID HEIGHT-         -19.80  (meters)                     GEOID03
 EP0355  DYNAMIC HT  -        1887.693 (meters)    6193.21  (feet)  COMP
 EP0355  MODELED GRAV-     979,163.4   (mgal)                       NAVD 88
 EP0355
 EP0355  VERT ORDER  -  FIRST     CLASS II
 EP0355
 EP0355.The horizontal coordinates were scaled from a topographic map and have
 EP0355.an estimated accuracy of +/- 6 seconds.
 EP0355
 EP0355.The orthometric height was determined by differential leveling
 EP0355.and adjusted by the National Geodetic Survey in June 1991..
 EP0355
 EP0355.The geoid height was determined by GEOID03.
 EP0355
 EP0355.The dynamic height is computed by dividing the NAVD 88
 EP0355.geopotential number by the normal gravity value computed on the
 EP0355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EP0355.degrees latitude (g = 980.6199 gals.).
 EP0355
 EP0355.The modeled gravity was interpolated from observed gravity values.
 EP0355
 EP0355;                    North         East    Units  Estimated Accuracy
 EP0355;SPC NM C     -   406,460.      564,790.      MT  (+/- 180 meters Scaled)
 EP0355
 EP0355                          SUPERSEDED SURVEY CONTROL
 EP0355
 EP0355  NGVD 29 (??/??/92) 1889.555  (m)         6199.31   (f) ADJ UNCH    1 2
 EP0355
 EP0355.Superseded values are not recommended for survey control.
 EP0355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EP0355.See file dsdata.txt to determine how the superseded data were derived.
 EP0355
 EP0355_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDU502358(NAD 83)
 EP0355_MARKER: DB = BENCH MARK DISK
 EP0355_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EP0355_SP_SET: CULVERT
 EP0355_STAMPING: F 5 1911 6199.400
 EP0355_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EP0355
 EP0355  HISTORY     - Date     Condition        Report By
 EP0355  HISTORY     - 1911     MONUMENTED       CGS
 EP0355  HISTORY     - 1958     GOOD             NGS
 EP0355
 EP0355                          STATION DESCRIPTION
 EP0355
 EP0355'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 EP0355'5.1 MI W FROM ENCINO.
 EP0355'ABOUT 5.1 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 EP0355'FROM THE STATION AT ENCINO, 5 1/2 POLES EAST OF MILEPOST 809, IN THE
 EP0355'TOP OF THE EAST END OF THE NORTH CONCRETE HEAD WALL OF A 40-INCH TWIN
 EP0355'TUBE CULVERT, 9 FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK, 2 1/2
 EP0355'POLES WEST OF THE NEGRA SIDING SIGN, AND ABOUT 3 1/2 FEET BELOW THE
 EP0355'LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0018 ***********************************************************************
 DS0018  DESIGNATION -  F 50
 DS0018  PID         -  DS0018
 DS0018  STATE/COUNTY-  NM/SOCORRO
 DS0018  USGS QUAD   -  PINK PEAK (1982)
 DS0018
 DS0018                         *CURRENT SURVEY CONTROL
 DS0018  ___________________________________________________________________
 DS0018* NAD 83(1986)-  33 46 24.     (N)    106 08 51.     (W)     SCALED    
 DS0018* NAVD 88     -      1784.893  (meters)    5855.94   (feet)  ADJUSTED  
 DS0018  ___________________________________________________________________
 DS0018  GEOID HEIGHT-         -20.93  (meters)                     GEOID03
 DS0018  DYNAMIC HT  -        1782.243 (meters)    5847.24  (feet)  COMP
 DS0018  MODELED GRAV-     979,088.0   (mgal)                       NAVD 88
 DS0018
 DS0018  VERT ORDER  -  SECOND    CLASS 0
 DS0018
 DS0018.The horizontal coordinates were scaled from a topographic map and have
 DS0018.an estimated accuracy of +/- 6 seconds.
 DS0018
 DS0018.The orthometric height was determined by differential leveling
 DS0018.and adjusted by the National Geodetic Survey in June 1991..
 DS0018
 DS0018.The geoid height was determined by GEOID03.
 DS0018
 DS0018.The dynamic height is computed by dividing the NAVD 88
 DS0018.geopotential number by the normal gravity value computed on the
 DS0018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0018.degrees latitude (g = 980.6199 gals.).
 DS0018
 DS0018.The modeled gravity was interpolated from observed gravity values.
 DS0018
 DS0018;                    North         East    Units  Estimated Accuracy
 DS0018;SPC NM C     -   307,520.      509,490.      MT  (+/- 180 meters Scaled)
 DS0018
 DS0018                          SUPERSEDED SURVEY CONTROL
 DS0018
 DS0018  NGVD 29 (??/??/92) 1784.076  (m)         5853.26   (f) ADJ UNCH    2 0
 DS0018
 DS0018.Superseded values are not recommended for survey control.
 DS0018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0018.See file dsdata.txt to determine how the superseded data were derived.
 DS0018
 DS0018_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT937376(NAD 83)
 DS0018_MARKER: DB = BENCH MARK DISK
 DS0018_SETTING: 66 = SET IN ROCK OUTCROP
 DS0018_SP_SET: LIMESTONE BANK
 DS0018_STAMPING: F 50 1934
 DS0018_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DS0018+STABILITY: POSITION/ELEVATION WELL
 DS0018
 DS0018  HISTORY     - Date     Condition        Report By
 DS0018  HISTORY     - 1934     MONUMENTED       CGS
 DS0018  HISTORY     - 1969     MARK NOT FOUND   NGS
 DS0018
 DS0018                          STATION DESCRIPTION
 DS0018
 DS0018'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 DS0018'19.9 MI NW FROM CARRIZOZO.
 DS0018'IN SOCORRO COUNTY, ABOUT 19.9 MILES NORTHWEST ALONG U.S. HIGHWAY 380
 DS0018'FROM CARRIZOZO, LINCOLN COUNTY, AT A LIMESTONE CUT, 22 FEET NORTH OF
 DS0018'THE CENTER LINE OF THE HIGHWAY, IN THE FACE OF A LIMESTONE BANK, AND
 DS0018'ABOUT 6 FEET HIGHER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED F 50
 DS0018'1934 AND SET VERTICALLY.  NOTE-- THE LIMESTONE BANK IN WHICH THE MARK
 DS0018'WAS SET HAS CRUMBLED AWAY AND IT IS BELIEVED THAT THE MARK HAS BEEN
 DS0018'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0337 ***********************************************************************
 EP0337  DESIGNATION -  F 51
 EP0337  PID         -  EP0337
 EP0337  STATE/COUNTY-  NM/TORRANCE
 EP0337  USGS QUAD   -  CEDARVALE (1995)
 EP0337
 EP0337                         *CURRENT SURVEY CONTROL
 EP0337  ___________________________________________________________________
 EP0337* NAD 83(1986)-  34 18 13.     (N)    105 39 52.     (W)     SCALED    
 EP0337* NAVD 88     -      1990.864  (meters)    6531.69   (feet)  ADJUSTED  
 EP0337  ___________________________________________________________________
 EP0337  GEOID HEIGHT-         -19.90  (meters)                     GEOID03
 EP0337  DYNAMIC HT  -        1987.964 (meters)    6522.18  (feet)  COMP
 EP0337  MODELED GRAV-     979,106.9   (mgal)                       NAVD 88
 EP0337
 EP0337  VERT ORDER  -  SECOND    CLASS 0
 EP0337
 EP0337.The horizontal coordinates were scaled from a topographic map and have
 EP0337.an estimated accuracy of +/- 6 seconds.
 EP0337
 EP0337.The orthometric height was determined by differential leveling
 EP0337.and adjusted by the National Geodetic Survey in June 1991..
 EP0337
 EP0337.The geoid height was determined by GEOID03.
 EP0337
 EP0337.The dynamic height is computed by dividing the NAVD 88
 EP0337.geopotential number by the normal gravity value computed on the
 EP0337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EP0337.degrees latitude (g = 980.6199 gals.).
 EP0337
 EP0337.The modeled gravity was interpolated from observed gravity values.
 EP0337
 EP0337;                    North         East    Units  Estimated Accuracy
 EP0337;SPC NM C     -   366,480.      553,900.      MT  (+/- 180 meters Scaled)
 EP0337
 EP0337                          SUPERSEDED SURVEY CONTROL
 EP0337
 EP0337  NGVD 29 (??/??/92) 1990.012  (m)         6528.90   (f) ADJ UNCH    2 0
 EP0337
 EP0337.Superseded values are not recommended for survey control.
 EP0337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EP0337.See file dsdata.txt to determine how the superseded data were derived.
 EP0337
 EP0337_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDT388960(NAD 83)
 EP0337_MARKER: DB = BENCH MARK DISK
 EP0337_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EP0337_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EP0337_STAMPING: F 51 1934
 EP0337_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EP0337+STABILITY: SURFACE MOTION
 EP0337
 EP0337  HISTORY     - Date     Condition        Report By
 EP0337  HISTORY     - 1934     MONUMENTED       CGS
 EP0337  HISTORY     - 1975     GOOD             USGS
 EP0337
 EP0337                          STATION DESCRIPTION
 EP0337
 EP0337'DESCRIBED BY US GEOLOGICAL SURVEY 1975
 EP0337'2.8 MI SE FROM CEDARVALE.
 EP0337'CEDARVALE.  2.8 MI. SE OF. ALONG STATE HWY. 42. THENCE 0.2 MI. W., 3.0
 EP0337'MI. S. ALONG A DIRT ROAD, NEAR SEC CORNERS 14, 15.22, 23 T. 1 N., R.
 EP0337'12E. 31 FT. W. CENTER OF THE ROAD, 63 FT. N. CENTER OF THE ROAD TO THE
 EP0337'GRAN QUIVIRA NATIONAL MONUMENT.  A STANDARD TABLET STAMPED F 51 1934,
 EP0337'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0041 ***********************************************************************
 EQ0041  DESIGNATION -  F 52
 EQ0041  PID         -  EQ0041
 EQ0041  STATE/COUNTY-  NM/TORRANCE
 EQ0041  USGS QUAD   -  MORIARTY SOUTH (1986)
 EQ0041
 EQ0041                         *CURRENT SURVEY CONTROL
 EQ0041  ___________________________________________________________________
 EQ0041* NAD 83(1986)-  34 54 04.     (N)    106 03 04.     (W)     SCALED    
 EQ0041* NAVD 88     -      1879.334  (meters)    6165.78   (feet)  ADJUSTED  
 EQ0041  ___________________________________________________________________
 EQ0041  GEOID HEIGHT-         -19.67  (meters)                     GEOID03
 EQ0041  DYNAMIC HT  -        1876.681 (meters)    6157.08  (feet)  COMP
 EQ0041  MODELED GRAV-     979,155.7   (mgal)                       NAVD 88
 EQ0041
 EQ0041  VERT ORDER  -  SECOND    CLASS 0
 EQ0041
 EQ0041.The horizontal coordinates were scaled from a topographic map and have
 EQ0041.an estimated accuracy of +/- 6 seconds.
 EQ0041
 EQ0041.The orthometric height was determined by differential leveling
 EQ0041.and adjusted by the National Geodetic Survey in June 1991..
 EQ0041
 EQ0041.The geoid height was determined by GEOID03.
 EQ0041
 EQ0041.The dynamic height is computed by dividing the NAVD 88
 EQ0041.geopotential number by the normal gravity value computed on the
 EQ0041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0041.degrees latitude (g = 980.6199 gals.).
 EQ0041
 EQ0041.The modeled gravity was interpolated from observed gravity values.
 EQ0041
 EQ0041;                    North         East    Units  Estimated Accuracy
 EQ0041;SPC NM C     -   432,620.      518,180.      MT  (+/- 180 meters Scaled)
 EQ0041
 EQ0041                          SUPERSEDED SURVEY CONTROL
 EQ0041
 EQ0041  NGVD 29 (??/??/92) 1878.468  (m)         6162.94   (f) ADJ UNCH    2 0
 EQ0041
 EQ0041.Superseded values are not recommended for survey control.
 EQ0041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0041.See file dsdata.txt to determine how the superseded data were derived.
 EQ0041
 EQ0041_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDU039625(NAD 83)
 EQ0041_MARKER: DB = BENCH MARK DISK
 EQ0041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EQ0041_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EQ0041_STAMPING: F 52 1934
 EQ0041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EQ0041+STABILITY: SURFACE MOTION
 EQ0041
 EQ0041  HISTORY     - Date     Condition        Report By
 EQ0041  HISTORY     - 1934     MONUMENTED       CGS
 EQ0041  HISTORY     - 1954     GOOD             USGS
 EQ0041
 EQ0041                          STATION DESCRIPTION
 EQ0041
 EQ0041'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 EQ0041'6.0 MI S FROM MORIARTY.
 EQ0041'MORIARTY POST OFFICE, 6.0 MILES S. FROM ALONG THE RAILROAD.  1170 FT.
 EQ0041'N. OF A SECONDARY ROAD CROSSING.  70 FT. W. OF STATE HWY. 41.  58 FT.
 EQ0041'E. OF THE CENTERLINE OF THE TRACK.  IN A CONCRETE POST.  STANDARD
 EQ0041'U.S.C. AND G.S. DISK STAMPED F 52 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0209 ***********************************************************************
 FO0209  DESIGNATION -  F 53
 FO0209  PID         -  FO0209
 FO0209  STATE/COUNTY-  NM/BERNALILLO
 FO0209  USGS QUAD   -  TIJERAS (1990)
 FO0209
 FO0209                         *CURRENT SURVEY CONTROL
 FO0209  ___________________________________________________________________
 FO0209* NAD 83(1986)-  35 03 57.     (N)    106 26 15.     (W)     SCALED    
 FO0209* NAVD 88     -      1826.363  (meters)    5991.99   (feet)  ADJUSTED  
 FO0209  ___________________________________________________________________
 FO0209  GEOID HEIGHT-         -19.89  (meters)                     GEOID03
 FO0209  DYNAMIC HT  -        1823.857 (meters)    5983.77  (feet)  COMP
 FO0209  MODELED GRAV-     979,196.4   (mgal)                       NAVD 88
 FO0209
 FO0209  VERT ORDER  -  SECOND    CLASS 0
 FO0209
 FO0209.The horizontal coordinates were scaled from a topographic map and have
 FO0209.an estimated accuracy of +/- 6 seconds.
 FO0209
 FO0209.The orthometric height was determined by differential leveling
 FO0209.and adjusted by the National Geodetic Survey in June 1991..
 FO0209
 FO0209.The geoid height was determined by GEOID03.
 FO0209
 FO0209.The dynamic height is computed by dividing the NAVD 88
 FO0209.geopotential number by the normal gravity value computed on the
 FO0209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0209.degrees latitude (g = 980.6199 gals.).
 FO0209
 FO0209.The modeled gravity was interpolated from observed gravity values.
 FO0209
 FO0209;                    North         East    Units  Estimated Accuracy
 FO0209;SPC NM C     -   450,890.      482,900.      MT  (+/- 180 meters Scaled)
 FO0209
 FO0209                          SUPERSEDED SURVEY CONTROL
 FO0209
 FO0209  NGVD 29 (??/??/92) 1825.525  (m)         5989.24   (f) ADJ UNCH    2 0
 FO0209
 FO0209.Superseded values are not recommended for survey control.
 FO0209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0209.See file dsdata.txt to determine how the superseded data were derived.
 FO0209
 FO0209_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU689812(NAD 83)
 FO0209_MARKER: DB = BENCH MARK DISK
 FO0209_SETTING: 80 = SET IN A BOULDER
 FO0209_STAMPING: F-53 1934
 FO0209_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO0209+STABILITY: SURFACE MOTION
 FO0209
 FO0209  HISTORY     - Date     Condition        Report By
 FO0209  HISTORY     - 1934     MONUMENTED       CGS
 FO0209  HISTORY     - 1954     MARK NOT FOUND   USGS
 FO0209
 FO0209                          STATION DESCRIPTION
 FO0209
 FO0209'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FO0209'12.3 MI E FROM ALBUQUERQUE.
 FO0209'12.3 MI EAST ON US HWY NO. 366, FROM SANTA FE STATION 75 YDS EAST OF
 FO0209'AN ADOBE HOUSE WITH A TIN ROOF, ABOUT 125 YDS NORTH OF ANOTHER ADOBE
 FO0209'HOUSE, 48 FEET WEST OF A CONCRETE CULVERT, 30 FEET SOUTHEAST OF THE
 FO0209'CENTERLINE OF THE HIGHWAY.
 FO0209
 FO0209                          STATION RECOVERY (1954)
 FO0209
 FO0209'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 FO0209'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0612 ***********************************************************************
 GL0612  DESIGNATION -  F 54
 GL0612  PID         -  GL0612
 GL0612  STATE/COUNTY-  NM/UNION
 GL0612  USGS QUAD   -  CLAYTON (1970)
 GL0612
 GL0612                         *CURRENT SURVEY CONTROL
 GL0612  ___________________________________________________________________
 GL0612* NAD 83(1986)-  36 27 28.     (N)    103 11 22.     (W)     SCALED    
 GL0612* NAVD 88     -      1543.617  (meters)    5064.35   (feet)  ADJUSTED  
 GL0612  ___________________________________________________________________
 GL0612  GEOID HEIGHT-         -22.02  (meters)                     GEOID03
 GL0612  DYNAMIC HT  -        1541.781 (meters)    5058.33  (feet)  COMP
 GL0612  MODELED GRAV-     979,388.5   (mgal)                       NAVD 88
 GL0612
 GL0612  VERT ORDER  -  FIRST     CLASS II
 GL0612
 GL0612.The horizontal coordinates were scaled from a topographic map and have
 GL0612.an estimated accuracy of +/- 6 seconds.
 GL0612
 GL0612.The orthometric height was determined by differential leveling
 GL0612.and adjusted by the National Geodetic Survey in June 1991..
 GL0612
 GL0612.The geoid height was determined by GEOID03.
 GL0612
 GL0612.The dynamic height is computed by dividing the NAVD 88
 GL0612.geopotential number by the normal gravity value computed on the
 GL0612.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0612.degrees latitude (g = 980.6199 gals.).
 GL0612
 GL0612.The modeled gravity was interpolated from observed gravity values.
 GL0612
 GL0612;                    North         East    Units  Estimated Accuracy
 GL0612;SPC NM E     -   605,920.      267,530.      MT  (+/- 180 meters Scaled)
 GL0612
 GL0612                          SUPERSEDED SURVEY CONTROL
 GL0612
 GL0612  NGVD 29 (??/??/92) 1542.873  (m)         5061.91   (f) ADJ UNCH    1 2
 GL0612
 GL0612.Superseded values are not recommended for survey control.
 GL0612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0612.See file dsdata.txt to determine how the superseded data were derived.
 GL0612
 GL0612_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA622362(NAD 83)
 GL0612_MARKER: DB = BENCH MARK DISK
 GL0612_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GL0612_SP_SET: PIER
 GL0612_STAMPING: F 54 1934
 GL0612_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GL0612_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GL0612+SATELLITE: SATELLITE OBSERVATIONS - August 09, 2005
 GL0612
 GL0612  HISTORY     - Date     Condition        Report By
 GL0612  HISTORY     - 1934     MONUMENTED       CGS
 GL0612  HISTORY     - 1955     GOOD             NGS
 GL0612  HISTORY     - 20040806 GOOD             USPSQD
 GL0612  HISTORY     - 20050809 GOOD             USPSQD
 GL0612
 GL0612                          STATION DESCRIPTION
 GL0612
 GL0612'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GL0612'0.4 MI NW FROM CLAYTON.
 GL0612'0.4 MILE NORTHWEST ALONG THE COLORADO AND SOUTHERN RAILROAD FROM THE
 GL0612'STATION AT CLAYTON, AT THE OVERPASS OF U.S. HIGHWAY 87, 65 FEET
 GL0612'SOUTHWEST OF THE SOUTHWEST RAIL OF THE MAIN TRACK, 3.0 FEET ABOVE THE
 GL0612'GROUND, SET VERTICALLY IN THE EAST SIDE OF THE FIRST CONCRETE PIER
 GL0612'EAST OF THE WEST END OF THE OVERPASS.
 GL0612
 GL0612                          STATION RECOVERY (2004)
 GL0612
 GL0612'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 GL0612'PAINT AROUND THE MARK AND F 54 BELOW IT.
 GL0612
 GL0612                          STATION RECOVERY (2005)
 GL0612
 GL0612'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 GL0612'FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1085 ***********************************************************************
 GL1085  DESIGNATION -  F 55
 GL1085  PID         -  GL1085
 GL1085  STATE/COUNTY-  NM/UNION
 GL1085  USGS QUAD   -  DES MOINES (1972)
 GL1085
 GL1085                         *CURRENT SURVEY CONTROL
 GL1085  ___________________________________________________________________
 GL1085* NAD 83(1986)-  36 45 45.     (N)    103 50 58.     (W)     SCALED    
 GL1085* NAVD 88     -      2025.659  (meters)    6645.85   (feet)  ADJUSTED  
 GL1085  ___________________________________________________________________
 GL1085  GEOID HEIGHT-         -19.17  (meters)                     GEOID03
 GL1085  DYNAMIC HT  -        2023.129 (meters)    6637.55  (feet)  COMP
 GL1085  MODELED GRAV-     979,309.5   (mgal)                       NAVD 88
 GL1085
 GL1085  VERT ORDER  -  FIRST     CLASS II
 GL1085
 GL1085.The horizontal coordinates were scaled from a topographic map and have
 GL1085.an estimated accuracy of +/- 6 seconds.
 GL1085
 GL1085.The orthometric height was determined by differential leveling
 GL1085.and adjusted by the National Geodetic Survey in June 1991..
 GL1085
 GL1085.The geoid height was determined by GEOID03.
 GL1085
 GL1085.The dynamic height is computed by dividing the NAVD 88
 GL1085.geopotential number by the normal gravity value computed on the
 GL1085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL1085.degrees latitude (g = 980.6199 gals.).
 GL1085
 GL1085.The modeled gravity was interpolated from observed gravity values.
 GL1085
 GL1085;                    North         East    Units  Estimated Accuracy
 GL1085;SPC NM E     -   639,230.      208,200.      MT  (+/- 180 meters Scaled)
 GL1085
 GL1085                          SUPERSEDED SURVEY CONTROL
 GL1085
 GL1085  NGVD 29 (??/??/92) 2024.684  (m)         6642.65   (f) ADJ UNCH    1 2
 GL1085
 GL1085.Superseded values are not recommended for survey control.
 GL1085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1085.See file dsdata.txt to determine how the superseded data were derived.
 GL1085
 GL1085_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA026691(NAD 83)
 GL1085_MARKER: DB = BENCH MARK DISK
 GL1085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL1085_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL1085_STAMPING: F 55 1934
 GL1085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL1085+STABILITY: SURFACE MOTION
 GL1085_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GL1085+SATELLITE: SATELLITE OBSERVATIONS - August 10, 2005
 GL1085
 GL1085  HISTORY     - Date     Condition        Report By
 GL1085  HISTORY     - 1934     MONUMENTED       CGS
 GL1085  HISTORY     - 1955     GOOD             NGS
 GL1085  HISTORY     - 20040806 GOOD             USPSQD
 GL1085  HISTORY     - 20050810 GOOD             USPSQD
 GL1085
 GL1085                          STATION DESCRIPTION
 GL1085
 GL1085'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GL1085'0.85 MI W FROM DES MOINES.
 GL1085'0.85 MILE WEST ALONG U.S. HIGHWAYS 64 AND 87 FROM THE POST OFFICE AT
 GL1085'DES MOINES, 265 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 192 FEET
 GL1085'NORTH OF A FENCE, 40 FEET SOUTH OF THE CENTER LINE OF THE OLD HIGHWAY,
 GL1085'44 FEET NORTH OF THE CENTER LINE OF THE OLD ATCHISON, TOPEKA AND SANTA
 GL1085'FE RAILROAD GRADE, 11.4 FEET NORTHWEST OF OLD MILEPOST 44, 2 FEET
 GL1085'NORTH OF A WITNESS POST, SET IN TOP OF A CONCRETE POST WHICH PROJECTS
 GL1085'0.6 FOOT ABOVE THE GROUND.
 GL1085
 GL1085                          STATION RECOVERY (2004)
 GL1085
 GL1085'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 GL1085'RECOVERED IN GOOD CONDITION.
 GL1085
 GL1085                          STATION RECOVERY (2005)
 GL1085
 GL1085'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 GL1085'FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0195 ***********************************************************************
 GM0195  DESIGNATION -  F 56
 GM0195  PID         -  GM0195
 GM0195  STATE/COUNTY-  NM/COLFAX
 GM0195  USGS QUAD   -  COLFAX (1971)
 GM0195
 GM0195                         *CURRENT SURVEY CONTROL
 GM0195  ___________________________________________________________________
 GM0195* NAD 83(1986)-  36 32 24.     (N)    104 40 38.     (W)     SCALED    
 GM0195* NAVD 88     -      1848.394  (meters)    6064.27   (feet)  ADJUSTED  
 GM0195  ___________________________________________________________________
 GM0195  GEOID HEIGHT-         -18.50  (meters)                     GEOID03
 GM0195  DYNAMIC HT  -        1846.037 (meters)    6056.54  (feet)  COMP
 GM0195  MODELED GRAV-     979,290.8   (mgal)                       NAVD 88
 GM0195
 GM0195  VERT ORDER  -  FIRST     CLASS II
 GM0195
 GM0195.The horizontal coordinates were scaled from a topographic map and have
 GM0195.an estimated accuracy of +/- 6 seconds.
 GM0195
 GM0195.The orthometric height was determined by differential leveling
 GM0195.and adjusted by the National Geodetic Survey in June 1991..
 GM0195
 GM0195.The geoid height was determined by GEOID03.
 GM0195
 GM0195.The dynamic height is computed by dividing the NAVD 88
 GM0195.geopotential number by the normal gravity value computed on the
 GM0195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GM0195.degrees latitude (g = 980.6199 gals.).
 GM0195
 GM0195.The modeled gravity was interpolated from observed gravity values.
 GM0195
 GM0195;                    North         East    Units  Estimated Accuracy
 GM0195;SPC NM E     -   614,490.      134,210.      MT  (+/- 180 meters Scaled)
 GM0195
 GM0195                          SUPERSEDED SURVEY CONTROL
 GM0195
 GM0195.No superseded survey control is available for this station.
 GM0195
 GM0195_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEA288438(NAD 83)
 GM0195_MARKER: DB = BENCH MARK DISK
 GM0195_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GM0195_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GM0195_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GM0195+STABILITY: SURFACE MOTION
 GM0195
 GM0195  HISTORY     - Date     Condition        Report By
 GM0195  HISTORY     - UNK      MONUMENTED       CGS
 GM0195  HISTORY     - 1934     GOOD             NGS
 GM0195
 GM0195                          STATION DESCRIPTION
 GM0195
 GM0195'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GM0195'5.40 MI E FROM COLFAX.
 GM0195'5.40 MILES EAST OF COLFAX RAILROAD MILAGE ON R.O.W. OF THE SOUTHERN
 GM0195'PACIFIC RAILROAD.  97.0 FT NORTHEAST OF THE CENTERLINE OF THE TRACK.
 GM0195'AT MILE POST 1749.0 RAILROAD MILAGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0770 ***********************************************************************
 CW0770  DESIGNATION -  F 57
 CW0770  PID         -  CW0770
 CW0770  STATE/COUNTY-  NM/EDDY
 CW0770  USGS QUAD   -  CARLSBAD WEST   C (1985)
 CW0770
 CW0770                         *CURRENT SURVEY CONTROL
 CW0770  ___________________________________________________________________
 CW0770* NAD 83(1992)-  32 29 37.38811(N)    104 22 00.83364(W)     ADJUSTED  
 CW0770* NAVD 88     -      1011.0    (meters)    3317.     (feet)  VERTCON   
 CW0770  ___________________________________________________________________
 CW0770  LAPLACE CORR-          -3.72  (seconds)                    DEFLEC99
 CW0770  GEOID HEIGHT-         -23.73  (meters)                     GEOID03
 CW0770
 CW0770  HORZ ORDER  -  THIRD
 CW0770  VERT ORDER  -  THIRD ? (See Below)
 CW0770
 CW0770.The horizontal coordinates were established by classical geodetic methods
 CW0770.and adjusted by the National Geodetic Survey in December 1993..
 CW0770
 CW0770.The NAVD 88 height was computed by applying the VERTCON shift value to
 CW0770.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CW0770.The vertical order pertains to the NGVD 29 superseded value.
 CW0770
 CW0770.The Laplace correction was computed from DEFLEC99 derived deflections.
 CW0770
 CW0770.The geoid height was determined by GEOID03.
 CW0770
 CW0770;                    North         East     Units Scale Factor Converg.
 CW0770;SPC NM E     -   165,612.605   161,845.747   MT  0.99990921   -0 01 04.9
 CW0770;SPC NM E     -   543,347.35    530,988.92   sFT  0.99990921   -0 01 04.9
 CW0770;UTM  13      - 3,595,339.382   559,477.703   MT  0.99964362   +0 20 24.4
 CW0770
 CW0770!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CW0770!SPC NM E     -   0.99984501  x   0.99990921  =   0.99975423
 CW0770!UTM  13      -   0.99984501  x   0.99964362  =   0.99948868
 CW0770
 CW0770:                Primary Azimuth Mark                     Grid Az
 CW0770:SPC NM E     -  DENNY                                    178 25 00.9
 CW0770:UTM  13      -  DENNY                                    178 03 31.6
 CW0770
 CW0770|---------------------------------------------------------------------|
 CW0770| PID    Reference Object                     Distance      Geod. Az  |
 CW0770|                                                           dddmmss.s |
 CW0770| CW0769 DENNY                               APPROX. 5.9 KM 1782356.0 |
 CW0770|---------------------------------------------------------------------|
 CW0770
 CW0770                          SUPERSEDED SURVEY CONTROL
 CW0770
 CW0770  NAD 83(1986)-  32 29 37.39010(N)    104 22 00.82723(W) AD(       ) 3
 CW0770  NAD 27      -  32 29 36.97544(N)    104 21 58.98632(W) AD(       ) 3
 CW0770  NGVD 29 (07/19/86) 1010.6    (m)         3316.     (f) LEVELING    3  
 CW0770
 CW0770.Superseded values are not recommended for survey control.
 CW0770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0770.See file dsdata.txt to determine how the superseded data were derived.
 CW0770
 CW0770_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SER5947895339(NAD 83)
 CW0770_MARKER: DD = SURVEY DISK
 CW0770_SETTING: 66 = SET IN ROCK OUTCROP
 CW0770_SP_SET: SET IN ROCK OUTCROP
 CW0770_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CW0770+STABILITY: POSITION/ELEVATION WELL
 CW0770
 CW0770  HISTORY     - Date     Condition        Report By
 CW0770  HISTORY     - 1942     MONUMENTED       USGS
 CW0770
 CW0770                          STATION DESCRIPTION
 CW0770
 CW0770'DESCRIBED BY US GEOLOGICAL SURVEY 1942
 CW0770'ARMSTRONGS SERVICE STATION, 2.4 MI. N. OF, T 21 S, R 25 E, NE. 1/4
 CW0770'SEC. 11, AT POINT WHERE OLD RD. UP ROCKY ARROYA BRANCHES OFF U.S.
 CW0770'HIGHWAY NO. 285, 70 FT. SW. OF RD. INTERSECTION, 55 FT. SE., OF
 CW0770'CATTLEGUARD ON ROCKY ARROYA ROAD, 6 FT. S. OF FENCE, 25 FT. W. OF
 CW0770'FENCE CORNER.
 CW0770'
 CW0770'STATION MARK--STANDARD USGS TABLET, SET IN FLAT ROCK OUTCROP, AND
 CW0770'STAMPED ---F 57 1941---, PAINTED ---US 3315.6 BM---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0424 ***********************************************************************
 GM0424  DESIGNATION -  F 58
 GM0424  PID         -  GM0424
 GM0424  STATE/COUNTY-  NM/TAOS
 GM0424  USGS QUAD   -  CARSON (1995)
 GM0424
 GM0424                         *CURRENT SURVEY CONTROL
 GM0424  ___________________________________________________________________
 GM0424* NAD 83(1986)-  36 21 43.     (N)    105 52 14.     (W)     SCALED    
 GM0424* NAVD 88     -      2188.546  (meters)    7180.25   (feet)  ADJUSTED  
 GM0424  ___________________________________________________________________
 GM0424  GEOID HEIGHT-         -18.15  (meters)                     GEOID03
 GM0424  DYNAMIC HT  -        2185.504 (meters)    7170.27  (feet)  COMP
 GM0424  MODELED GRAV-     979,164.3   (mgal)                       NAVD 88
 GM0424
 GM0424  VERT ORDER  -  FIRST     CLASS II
 GM0424
 GM0424.The horizontal coordinates were scaled from a topographic map and have
 GM0424.an estimated accuracy of +/- 6 seconds.
 GM0424
 GM0424.The orthometric height was determined by differential leveling
 GM0424.and adjusted by the National Geodetic Survey in June 1991..
 GM0424
 GM0424.The geoid height was determined by GEOID03.
 GM0424
 GM0424.The dynamic height is computed by dividing the NAVD 88
 GM0424.geopotential number by the normal gravity value computed on the
 GM0424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GM0424.degrees latitude (g = 980.6199 gals.).
 GM0424
 GM0424.The modeled gravity was interpolated from observed gravity values.
 GM0424
 GM0424;                    North         East    Units  Estimated Accuracy
 GM0424;SPC NM C     -   594,740.      534,050.      MT  (+/- 180 meters Scaled)
 GM0424
 GM0424                          SUPERSEDED SURVEY CONTROL
 GM0424
 GM0424.No superseded survey control is available for this station.
 GM0424
 GM0424_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDA218244(NAD 83)
 GM0424_MARKER: DB = BENCH MARK DISK
 GM0424_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GM0424_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GM0424_STAMPING: F 58 1934
 GM0424_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GM0424+STABILITY: SURFACE MOTION
 GM0424
 GM0424  HISTORY     - Date     Condition        Report By
 GM0424  HISTORY     - 1934     MONUMENTED       CGS
 GM0424  HISTORY     - 1959     GOOD             USGS
 GM0424
 GM0424                          STATION DESCRIPTION
 GM0424
 GM0424'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 GM0424'1.6 MI SE FROM TAOS JUNCTION.
 GM0424'1.6 MILES SOUTHEAST ALONG THE 1934 ROUTE OF STATE HIGHWAY 96 FROM TAOS
 GM0424'JUNCTION ABOUT 11.2 MILES NORTH AND EAST ALONG US HWY 285 FROM THE
 GM0424'CHURCH AT OJO CALLENTE TO THE INTERSECTION OF US HWY 285 AND STATE HWY
 GM0424'96, THENCE EAST 1.7 MILES ALONG STATE HWY 96 TO THE JUNCTION OF STATE
 GM0424'HWY 96 AND A TRACK ROAD SOUTHEAST, 45 FT. E OF THE INTERSECTION. A
 GM0424'STANDARD DISK STAMPED F 58 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0271 ***********************************************************************
 GN0271  DESIGNATION -  F 59
 GN0271  PID         -  GN0271
 GN0271  STATE/COUNTY-  NM/RIO ARRIBA
 GN0271  USGS QUAD   -  DULCE (1983)
 GN0271
 GN0271                         *CURRENT SURVEY CONTROL
 GN0271  ___________________________________________________________________
 GN0271* NAD 83(1986)-  36 55 53.     (N)    106 56 02.     (W)     SCALED    
 GN0271* NAVD 88     -      2087.679  (meters)    6849.33   (feet)  ADJUSTED  
 GN0271  ___________________________________________________________________
 GN0271  GEOID HEIGHT-         -18.23  (meters)                     GEOID03
 GN0271  DYNAMIC HT  -        2084.909 (meters)    6840.24  (feet)  COMP
 GN0271  MODELED GRAV-     979,230.6   (mgal)                       NAVD 88
 GN0271
 GN0271  VERT ORDER  -  FIRST     CLASS II
 GN0271
 GN0271.The horizontal coordinates were scaled from a topographic map and have
 GN0271.an estimated accuracy of +/- 6 seconds.
 GN0271
 GN0271.The orthometric height was determined by differential leveling
 GN0271.and adjusted by the National Geodetic Survey in June 1991..
 GN0271
 GN0271.The geoid height was determined by GEOID03.
 GN0271
 GN0271.The dynamic height is computed by dividing the NAVD 88
 GN0271.geopotential number by the normal gravity value computed on the
 GN0271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GN0271.degrees latitude (g = 980.6199 gals.).
 GN0271
 GN0271.The modeled gravity was interpolated from observed gravity values.
 GN0271
 GN0271;                    North         East    Units  Estimated Accuracy
 GN0271;SPC NM C     -   658,080.      439,080.      MT  (+/- 180 meters Scaled)
 GN0271
 GN0271                          SUPERSEDED SURVEY CONTROL
 GN0271
 GN0271  NGVD 29 (??/??/92) 2086.368  (m)         6845.03   (f) ADJ UNCH    1 2
 GN0271
 GN0271.Superseded values are not recommended for survey control.
 GN0271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0271.See file dsdata.txt to determine how the superseded data were derived.
 GN0271
 GN0271_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCA277890(NAD 83)
 GN0271_MARKER: DB = BENCH MARK DISK
 GN0271_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GN0271_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GN0271_STAMPING: F 59 1934
 GN0271_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GN0271+STABILITY: SURFACE MOTION
 GN0271
 GN0271  HISTORY     - Date     Condition        Report By
 GN0271  HISTORY     - 1934     MONUMENTED       CGS
 GN0271  HISTORY     - 1978     GOOD             USGS
 GN0271
 GN0271                          STATION DESCRIPTION
 GN0271
 GN0271'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GN0271'IN LUMBERTON.
 GN0271'AT LUMBERTON, RIO ARRIBA COUNTY, ON THE DENVER AND RIO GRANDE WESTERN
 GN0271'RAILROAD, 75 FEET SOUTHEAST OF THE STATION, 50 FEET SOUTHEAST OF THE
 GN0271'CENTER LINE OF THE TRACK, AND 48 FEET NORTHWEST OF STATE HIGHWAY 17. A
 GN0271'STANDARD DISK, STAMPED F 59 1934 AND SET IN THE TOP OF A CONCRETE
 GN0271'POST.
 GN0271
 GN0271                          STATION RECOVERY (1978)
 GN0271
 GN0271'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 GN0271'AT LUMBERTON, RIO ARRIBA COUNTY, ON THE OLD DISMANTLED DENVER AND RIO
 GN0271'GRANDE WESTERN RAILROAD, 75 FT. SOUTHEAST OF THE RAZED STATION, 200
 GN0271'FT. NORTHWEST OF CENTER OF HIGHWAY AT STREET SOUTH THAT AFFRONTS THE
 GN0271'POST OFFICE, 48 FT. NORTHWEST OF U.S. HWY 64, AT THE FOOT OF THE
 GN0271'EMBANKMENT FOR THE OLD STATION, SET IN A CONCRETE POST PROJECTING 0.2
 GN0271'FT ABOVE THE GROUND, A STANDARD BRONZE DISK STAMPED F 59 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0025 ***********************************************************************
 EQ0025  DESIGNATION -  F 6
 EQ0025  PID         -  EQ0025
 EQ0025  STATE/COUNTY-  NM/TORRANCE
 EQ0025  USGS QUAD   -  MOUNTAINAIR (1986)
 EQ0025
 EQ0025                         *CURRENT SURVEY CONTROL
 EQ0025  ___________________________________________________________________
 EQ0025* NAD 83(1986)-  34 31 10.     (N)    106 14 30.     (W)     SCALED    
 EQ0025* NAVD 88     -      1988.337  (meters)    6523.40   (feet)  ADJUSTED  
 EQ0025  ___________________________________________________________________
 EQ0025  GEOID HEIGHT-         -19.92  (meters)                     GEOID03
 EQ0025  DYNAMIC HT  -        1985.439 (meters)    6513.89  (feet)  COMP
 EQ0025  MODELED GRAV-     979,106.5   (mgal)                       NAVD 88
 EQ0025
 EQ0025  VERT ORDER  -  FIRST     CLASS II
 EQ0025
 EQ0025.The horizontal coordinates were scaled from a topographic map and have
 EQ0025.an estimated accuracy of +/- 6 seconds.
 EQ0025
 EQ0025.The orthometric height was determined by differential leveling
 EQ0025.and adjusted by the National Geodetic Survey in June 1991..
 EQ0025.WARNING-Repeat measurements at this control monument indicate possible
 EQ0025.vertical movement.
 EQ0025
 EQ0025.The geoid height was determined by GEOID03.
 EQ0025
 EQ0025.The dynamic height is computed by dividing the NAVD 88
 EQ0025.geopotential number by the normal gravity value computed on the
 EQ0025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0025.degrees latitude (g = 980.6199 gals.).
 EQ0025
 EQ0025.The modeled gravity was interpolated from observed gravity values.
 EQ0025
 EQ0025;                    North         East    Units  Estimated Accuracy
 EQ0025;SPC NM C     -   390,270.      500,770.      MT  (+/- 180 meters Scaled)
 EQ0025
 EQ0025                          SUPERSEDED SURVEY CONTROL
 EQ0025
 EQ0025  NGVD 29 (??/??/92) 1987.443  (m)         6520.47   (f) ADJ UNCH    1 2
 EQ0025
 EQ0025.Superseded values are not recommended for survey control.
 EQ0025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0025.See file dsdata.txt to determine how the superseded data were derived.
 EQ0025
 EQ0025_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU860204(NAD 83)
 EQ0025_MARKER: DD = SURVEY DISK
 EQ0025_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EQ0025_SP_SET: SIDEWALK
 EQ0025_STAMPING: F 6 1934 6520
 EQ0025_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EQ0025
 EQ0025  HISTORY     - Date     Condition        Report By
 EQ0025  HISTORY     - 1934     MONUMENTED       USGS
 EQ0025  HISTORY     - 1958     GOOD             NGS
 EQ0025  HISTORY     - 1980     GOOD             NGS
 EQ0025
 EQ0025                          STATION DESCRIPTION
 EQ0025
 EQ0025'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 EQ0025'0.3 MI NW FROM MOUNTAINAIR.
 EQ0025'ABOUT 0.15 MILE WEST ALONG MAIN STREET FROM THE ATCHISON, TOPEKA AND
 EQ0025'SANTA FE RAILWAY STATION AT MOUNTAINAIR, THENCE 0.1 MILE NORTH ALONG A
 EQ0025'GRAVEL STREET, THENCE 0.05 MILE WEST ALONG U. S. HIGHWAY 60, IN THE
 EQ0025'TOP OF THE SIDEWALK, 40 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 EQ0025'12 FEET SOUTHEAST OF THE CENTER LINE OF AN ENTRANCE TO THE
 EQ0025'WILLIAMS-HOWE HARDWARE STORE, 38 FEET SOUTHWEST OF THE OTHER ENTRANCE
 EQ0025'TO THE BUILDING, 9 FEET SOUTH OF THE SOUTH FACE OF THE BUILDING, AND
 EQ0025'10 INCHES NORTH OF THE EDGE OF THE SIDEWALK.
 EQ0025
 EQ0025                          STATION RECOVERY (1980)
 EQ0025
 EQ0025'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 EQ0025'IN MOUNTAINAIR, IN TOP OF THE SIDEWALK IN FRONT OF THE GUSTIN
 EQ0025'HARDWARE STORE, 12.2 METERS (40.0 FT) NORTH OF THE CENTERLINE OF
 EQ0025'U. S HIGHWAY 60, 11.6 METERS (38.0 FT) SOUTHWEST OF THE EAST
 EQ0025'ENTRANCE TO THE STORE, 3.7 METERS (12.0 FT) SOUTHEAST OF THE CENTER
 EQ0025'OF THE WEST ENTRANCE TO THE STORE, 2.7 METERS (9.0 FT) SOUTH OF THE
 EQ0025'SOUTH FACE OF THE STORE AND 0.3 METER (0.9 FT) NORTH OF THE SOUTH
 EQ0025'EDGE OF THE SIDE WALK.
 EQ0025'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0138 ***********************************************************************
 EQ0138  DESIGNATION -  F 6
 EQ0138  PID         -  EQ0138
 EQ0138  STATE/COUNTY-  NM/SOCORRO
 EQ0138  USGS QUAD   -  SCHOLLE (1995)
 EQ0138
 EQ0138                         *CURRENT SURVEY CONTROL
 EQ0138  ___________________________________________________________________
 EQ0138* NAD 83(1986)-  34 26 18.     (N)    106 27 55.     (W)     SCALED    
 EQ0138* NAVD 88     -      1729.141  (meters)    5673.02   (feet)  ADJUSTED  
 EQ0138  ___________________________________________________________________
 EQ0138  GEOID HEIGHT-         -20.56  (meters)                     GEOID03
 EQ0138  DYNAMIC HT  -        1726.687 (meters)    5664.97  (feet)  COMP
 EQ0138  MODELED GRAV-     979,154.8   (mgal)                       NAVD 88
 EQ0138
 EQ0138  VERT ORDER  -  FIRST     CLASS II
 EQ0138
 EQ0138.The horizontal coordinates were scaled from a topographic map and have
 EQ0138.an estimated accuracy of +/- 6 seconds.
 EQ0138
 EQ0138.The orthometric height was determined by differential leveling
 EQ0138.and adjusted by the National Geodetic Survey in June 1991..
 EQ0138
 EQ0138.The geoid height was determined by GEOID03.
 EQ0138
 EQ0138.The dynamic height is computed by dividing the NAVD 88
 EQ0138.geopotential number by the normal gravity value computed on the
 EQ0138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0138.degrees latitude (g = 980.6199 gals.).
 EQ0138
 EQ0138.The modeled gravity was interpolated from observed gravity values.
 EQ0138
 EQ0138;                    North         East    Units  Estimated Accuracy
 EQ0138;SPC NM C     -   381,290.      480,220.      MT  (+/- 180 meters Scaled)
 EQ0138
 EQ0138                          SUPERSEDED SURVEY CONTROL
 EQ0138
 EQ0138  NGVD 29 (??/??/92) 1728.357  (m)         5670.45   (f) ADJ UNCH    1 2
 EQ0138
 EQ0138.Superseded values are not recommended for survey control.
 EQ0138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0138.See file dsdata.txt to determine how the superseded data were derived.
 EQ0138
 EQ0138_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU653117(NAD 83)
 EQ0138_MARKER: DB = BENCH MARK DISK
 EQ0138_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EQ0138_SP_SET: ABUTMENT
 EQ0138_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EQ0138
 EQ0138  HISTORY     - Date     Condition        Report By
 EQ0138  HISTORY     - UNK      MONUMENTED       CGS
 EQ0138  HISTORY     - 1958     GOOD             NGS
 EQ0138  HISTORY     - 1972     MARK NOT FOUND   USGS
 EQ0138
 EQ0138                          STATION DESCRIPTION
 EQ0138
 EQ0138'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 EQ0138'15.65 MI SW FROM MOUNTAINAIR.
 EQ0138'ABOUT 15.65 MILES SOUTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 EQ0138'RAILWAY FROM THE STATION AT MOUNTAINAIR, 16 1/2 POLES WEST OF MILEPOST
 EQ0138'871, IN THE TOP OF THE NORTH END OF THE EAST CONCRETE ABUTMENT OF A
 EQ0138'BRIDGE OVER ABO CREEK, 5 FEET NORTH OF THE NORTH RAIL, AND ABOUT 2 1/2
 EQ0138'FEET BELOW THE LEVEL OF THE TRACK.
 EQ0138
 EQ0138                          STATION RECOVERY (1972)
 EQ0138
 EQ0138'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 EQ0138'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0473 ***********************************************************************
 EQ0473  DESIGNATION -  F 65
 EQ0473  PID         -  EQ0473
 EQ0473  STATE/COUNTY-  NM/CATRON
 EQ0473  USGS QUAD   -  MADRE MOUNTAIN (1995)
 EQ0473
 EQ0473                         *CURRENT SURVEY CONTROL
 EQ0473  ___________________________________________________________________
 EQ0473* NAD 83(1986)-  34 16 00.     (N)    107 59 17.     (W)     SCALED    
 EQ0473* NAVD 88     -      2426.049  (meters)    7959.46   (feet)  ADJUSTED  
 EQ0473  ___________________________________________________________________
 EQ0473  GEOID HEIGHT-         -21.16  (meters)                     GEOID03
 EQ0473  DYNAMIC HT  -        2422.174 (meters)    7946.75  (feet)  COMP
 EQ0473  MODELED GRAV-     978,950.8   (mgal)                       NAVD 88
 EQ0473
 EQ0473  VERT ORDER  -  SECOND    CLASS 0
 EQ0473
 EQ0473.The horizontal coordinates were scaled from a topographic map and have
 EQ0473.an estimated accuracy of +/- 6 seconds.
 EQ0473
 EQ0473.The orthometric height was determined by differential leveling
 EQ0473.and adjusted by the National Geodetic Survey in June 1991..
 EQ0473
 EQ0473.The geoid height was determined by GEOID03.
 EQ0473
 EQ0473.The dynamic height is computed by dividing the NAVD 88
 EQ0473.geopotential number by the normal gravity value computed on the
 EQ0473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0473.degrees latitude (g = 980.6199 gals.).
 EQ0473
 EQ0473.The modeled gravity was interpolated from observed gravity values.
 EQ0473
 EQ0473;                    North         East    Units  Estimated Accuracy
 EQ0473;SPC NM W     -   362,250.      815,750.      MT  (+/- 180 meters Scaled)
 EQ0473
 EQ0473                          SUPERSEDED SURVEY CONTROL
 EQ0473
 EQ0473  NGVD 29 (??/??/92) 2425.000  (m)         7956.02   (f) ADJ UNCH    2 0
 EQ0473
 EQ0473.Superseded values are not recommended for survey control.
 EQ0473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0473.See file dsdata.txt to determine how the superseded data were derived.
 EQ0473
 EQ0473_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBT248957(NAD 83)
 EQ0473_MARKER: DB = BENCH MARK DISK
 EQ0473_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EQ0473_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EQ0473_STAMPING: F-65 1934
 EQ0473_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EQ0473+STABILITY: SURFACE MOTION
 EQ0473
 EQ0473  HISTORY     - Date     Condition        Report By
 EQ0473  HISTORY     - 1934     MONUMENTED       CGS
 EQ0473  HISTORY     - 1964     MARK NOT FOUND   USGS
 EQ0473
 EQ0473                          STATION DESCRIPTION
 EQ0473
 EQ0473'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EQ0473'13.3 MI W FROM DATIL.
 EQ0473'13.3 MI WEST ON US HWY NO. 60 0.3 MI WEST OF A PRIVATE ROAD BEARING TO
 EQ0473'THE NORTH, 50 FEET SOUTH OF A FENCE LINE, AND 35 FEET NORTH OF THE
 EQ0473'CENTERLINE OF THE HIGHWAY.
 EQ0473
 EQ0473                          STATION RECOVERY (1964)
 EQ0473
 EQ0473'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 EQ0473'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0212 ***********************************************************************
 FN0212  DESIGNATION -  F 66
 FN0212  PID         -  FN0212
 FN0212  STATE/COUNTY-  NM/SAN MIGUEL
 FN0212  USGS QUAD   -  SAN JOSE (1989)
 FN0212
 FN0212                         *CURRENT SURVEY CONTROL
 FN0212  ___________________________________________________________________
 FN0212* NAD 83(1986)-  35 23 40.     (N)    105 29 12.     (W)     SCALED    
 FN0212* NAVD 88     -      1888.645  (meters)    6196.33   (feet)  ADJUSTED  
 FN0212  ___________________________________________________________________
 FN0212  GEOID HEIGHT-         -18.89  (meters)                     GEOID03
 FN0212  DYNAMIC HT  -        1886.065 (meters)    6187.86  (feet)  COMP
 FN0212  MODELED GRAV-     979,200.0   (mgal)                       NAVD 88
 FN0212
 FN0212  VERT ORDER  -  SECOND    CLASS 0
 FN0212
 FN0212.The horizontal coordinates were scaled from a topographic map and have
 FN0212.an estimated accuracy of +/- 6 seconds.
 FN0212
 FN0212.The orthometric height was determined by differential leveling
 FN0212.and adjusted by the National Geodetic Survey in June 1991..
 FN0212
 FN0212.The geoid height was determined by GEOID03.
 FN0212
 FN0212.The dynamic height is computed by dividing the NAVD 88
 FN0212.geopotential number by the normal gravity value computed on the
 FN0212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FN0212.degrees latitude (g = 980.6199 gals.).
 FN0212
 FN0212.The modeled gravity was interpolated from observed gravity values.
 FN0212
 FN0212;                    North         East    Units  Estimated Accuracy
 FN0212;SPC NM E     -   487,950.       60,230.      MT  (+/- 180 meters Scaled)
 FN0212
 FN0212                          SUPERSEDED SURVEY CONTROL
 FN0212
 FN0212  NGVD 29 (??/??/92) 1887.740  (m)         6193.36   (f) ADJ UNCH    2 0
 FN0212
 FN0212.Superseded values are not recommended for survey control.
 FN0212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0212.See file dsdata.txt to determine how the superseded data were derived.
 FN0212
 FN0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV558168(NAD 83)
 FN0212_MARKER: DB = BENCH MARK DISK
 FN0212_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FN0212_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FN0212_STAMPING: F 66 1934
 FN0212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FN0212+STABILITY: SURFACE MOTION
 FN0212
 FN0212  HISTORY     - Date     Condition        Report By
 FN0212  HISTORY     - 1934     MONUMENTED       CGS
 FN0212  HISTORY     - 1957     GOOD             NGS
 FN0212  HISTORY     - 19860401 GOOD             USGS
 FN0212
 FN0212                          STATION DESCRIPTION
 FN0212
 FN0212'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 FN0212'1.3 MI SE FROM SANDS.
 FN0212'1.3 MILES SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 FN0212'FROM THE STATION SIGN AT SANDS, 0.3 MILE NORTHWEST OF A ROAD CROSSING,
 FN0212'109 FEET NORTH OF SEMAPHORE 802.2, 97 FEET NORTHEAST OF THE NORTHEAST
 FN0212'RAIL, 89 FEET NORTHEAST OF MILEPOST 802, 2 FEET SOUTHWEST OF A FENCE,
 FN0212'4 FEET BELOW THE TOP OF THE RAILS, SET IN THE TOP OF A CONCRETE POST
 FN0212'WHICH PROJECTS 0.7 FOOT ABOVE THE GROUND, IN THE SOUTHEAST 1/4 OF
 FN0212'SECTION 31, TOWNSHIP 14 NORTH, RANGE 14 EAST.
 FN0212
 FN0212                          STATION RECOVERY (1986)
 FN0212
 FN0212'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986 (DRG)
 FN0212'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0053 ***********************************************************************
 FP0053  DESIGNATION -  F 67
 FP0053  PID         -  FP0053
 FP0053  STATE/COUNTY-  NM/MCKINLEY
 FP0053  USGS QUAD   -  THOREAU (1980)
 FP0053
 FP0053                         *CURRENT SURVEY CONTROL
 FP0053  ___________________________________________________________________
 FP0053* NAD 83(1986)-  35 26 31.     (N)    108 08 14.     (W)     SCALED    
 FP0053* NAVD 88     -      2194.828  (meters)    7200.86   (feet)  ADJUSTED  
 FP0053  ___________________________________________________________________
 FP0053  GEOID HEIGHT-         -20.25  (meters)                     GEOID03
 FP0053  DYNAMIC HT  -        2191.674 (meters)    7190.52  (feet)  COMP
 FP0053  MODELED GRAV-     979,117.4   (mgal)                       NAVD 88
 FP0053
 FP0053  VERT ORDER  -  SECOND    CLASS 0
 FP0053
 FP0053.The horizontal coordinates were scaled from a topographic map and have
 FP0053.an estimated accuracy of +/- 6 seconds.
 FP0053
 FP0053.The orthometric height was determined by differential leveling
 FP0053.and adjusted by the National Geodetic Survey in June 1991..
 FP0053
 FP0053.The geoid height was determined by GEOID03.
 FP0053
 FP0053.The dynamic height is computed by dividing the NAVD 88
 FP0053.geopotential number by the normal gravity value computed on the
 FP0053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0053.degrees latitude (g = 980.6199 gals.).
 FP0053
 FP0053.The modeled gravity was interpolated from observed gravity values.
 FP0053
 FP0053;                    North         East    Units  Estimated Accuracy
 FP0053;SPC NM W     -   492,650.      802,410.      MT  (+/- 180 meters Scaled)
 FP0053
 FP0053                          SUPERSEDED SURVEY CONTROL
 FP0053
 FP0053  NGVD 29 (??/??/92) 2193.718  (m)         7197.22   (f) ADJ UNCH    2 0
 FP0053
 FP0053.Superseded values are not recommended for survey control.
 FP0053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0053.See file dsdata.txt to determine how the superseded data were derived.
 FP0053
 FP0053_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYE598258(NAD 83)
 FP0053_MARKER: DB = BENCH MARK DISK
 FP0053_SETTING: 66 = SET IN ROCK OUTCROP
 FP0053_SP_SET: OUTCROP
 FP0053_STAMPING: F 67 1934
 FP0053_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FP0053+STABILITY: POSITION/ELEVATION WELL
 FP0053
 FP0053  HISTORY     - Date     Condition        Report By
 FP0053  HISTORY     - 1934     MONUMENTED       CGS
 FP0053  HISTORY     - 1960     GOOD             USGS
 FP0053
 FP0053                          STATION DESCRIPTION
 FP0053
 FP0053'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 FP0053'6.5 MI NE FROM THOREAU.
 FP0053'6.5 MI. N. ALONG (STATE HWY. 56) FROM THE A. T. AND S. F. R. R.
 FP0053'STATION AT THOREAU, MCKINLEY COUNTY, (112 FT. W. OF THE CENTER LINE OF
 FP0053'THE HWY., ABOUT 330 FT. N. OF JET. OF HWY. AND TRACK RD. E.,) 45 FT.
 FP0053'W. OF SMALL DRY WASH, 30 FT. S. OF THE N. END OF A LARGE BROWN
 FP0053'SANDSTONE OUTCROP, IN A SHELF OF THE OUTCROP, AND ABOUT 2 FT. HIGHER
 FP0053'THAN THE GROUND.  A STD. DISK, STAMPED F 67 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0799 ***********************************************************************
 FO0799  DESIGNATION -  F 68
 FO0799  PID         -  FO0799
 FO0799  STATE/COUNTY-  NM/MCKINLEY
 FO0799  USGS QUAD   -  SEVEN LAKES NW (1970)
 FO0799
 FO0799                         *CURRENT SURVEY CONTROL
 FO0799  ___________________________________________________________________
 FO0799* NAD 83(1986)-  35 55 07.     (N)    107 56 56.     (W)     SCALED    
 FO0799* NAVD 88     -      1980.975  (meters)    6499.25   (feet)  ADJUSTED  
 FO0799  ___________________________________________________________________
 FO0799  GEOID HEIGHT-         -20.98  (meters)                     GEOID03
 FO0799  DYNAMIC HT  -        1978.262 (meters)    6490.35  (feet)  COMP
 FO0799  MODELED GRAV-     979,192.9   (mgal)                       NAVD 88
 FO0799
 FO0799  VERT ORDER  -  SECOND    CLASS 0
 FO0799
 FO0799.The horizontal coordinates were scaled from a topographic map and have
 FO0799.an estimated accuracy of +/- 6 seconds.
 FO0799
 FO0799.The orthometric height was determined by differential leveling
 FO0799.and adjusted by the National Geodetic Survey in June 1991..
 FO0799
 FO0799.The geoid height was determined by GEOID03.
 FO0799
 FO0799.The dynamic height is computed by dividing the NAVD 88
 FO0799.geopotential number by the normal gravity value computed on the
 FO0799.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0799.degrees latitude (g = 980.6199 gals.).
 FO0799
 FO0799.The modeled gravity was interpolated from observed gravity values.
 FO0799
 FO0799;                    North         East    Units  Estimated Accuracy
 FO0799;SPC NM W     -   545,500.      819,570.      MT  (+/- 180 meters Scaled)
 FO0799
 FO0799                          SUPERSEDED SURVEY CONTROL
 FO0799
 FO0799  NGVD 29 (??/??/92) 1979.924  (m)         6495.80   (f) ADJ UNCH    2 0
 FO0799
 FO0799.Superseded values are not recommended for survey control.
 FO0799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0799.See file dsdata.txt to determine how the superseded data were derived.
 FO0799
 FO0799_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBV339789(NAD 83)
 FO0799_MARKER: DB = BENCH MARK DISK
 FO0799_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FO0799_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FO0799_STAMPING: F68 1934
 FO0799_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO0799+STABILITY: SURFACE MOTION
 FO0799
 FO0799  HISTORY     - Date     Condition        Report By
 FO0799  HISTORY     - 1934     MONUMENTED       CGS
 FO0799
 FO0799                          STATION DESCRIPTION
 FO0799
 FO0799'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FO0799'11.2 MI S FROM PUEBLO BONITO.
 FO0799'11.2 MI. S. ALONG STAE NO. 35 ABOUT 0.45 MI. N. OF A CATTLE GUARD AND
 FO0799'CROSS FENCE, ABOUT 116 YDS. SOUTH OF A 10 FT. GATE IN FENCE LINE, 30
 FO0799'FT. WEST OF CENTER LINE OF HWY. AND 2 FT. EAST OF A 3-WIRE FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0348 ***********************************************************************
 GN0348  DESIGNATION -  F 69
 GN0348  PID         -  GN0348
 GN0348  STATE/COUNTY-  NM/SAN JUAN
 GN0348  USGS QUAD   -  HUERFANO TRADING POST NW (1978)
 GN0348
 GN0348                         *CURRENT SURVEY CONTROL
 GN0348  ___________________________________________________________________
 GN0348* NAD 83(1986)-  36 26 00.     (N)    107 57 23.     (W)     SCALED    
 GN0348* NAVD 88     -      1974.116  (meters)    6476.75   (feet)  ADJUSTED  
 GN0348  ___________________________________________________________________
 GN0348  GEOID HEIGHT-         -20.94  (meters)                     GEOID03
 GN0348  DYNAMIC HT  -        1971.492 (meters)    6468.14  (feet)  COMP
 GN0348  MODELED GRAV-     979,232.4   (mgal)                       NAVD 88
 GN0348
 GN0348  VERT ORDER  -  SECOND    CLASS 0
 GN0348
 GN0348.The horizontal coordinates were scaled from a topographic map and have
 GN0348.an estimated accuracy of +/- 6 seconds.
 GN0348
 GN0348.The orthometric height was determined by differential leveling
 GN0348.and adjusted by the National Geodetic Survey in June 1991..
 GN0348
 GN0348.The geoid height was determined by GEOID03.
 GN0348
 GN0348.The dynamic height is computed by dividing the NAVD 88
 GN0348.geopotential number by the normal gravity value computed on the
 GN0348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GN0348.degrees latitude (g = 980.6199 gals.).
 GN0348
 GN0348.The modeled gravity was interpolated from observed gravity values.
 GN0348
 GN0348;                    North         East    Units  Estimated Accuracy
 GN0348;SPC NM W     -   602,610.      818,970.      MT  (+/- 180 meters Scaled)
 GN0348
 GN0348                          SUPERSEDED SURVEY CONTROL
 GN0348
 GN0348  NGVD 29 (??/??/92) 1973.043  (m)         6473.23   (f) ADJ UNCH    2 0
 GN0348
 GN0348.Superseded values are not recommended for survey control.
 GN0348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0348.See file dsdata.txt to determine how the superseded data were derived.
 GN0348
 GN0348_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBA349360(NAD 83)
 GN0348_MARKER: DB = BENCH MARK DISK
 GN0348_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GN0348_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GN0348_STAMPING: F 69, 1934
 GN0348_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GN0348+STABILITY: SURFACE MOTION
 GN0348
 GN0348  HISTORY     - Date     Condition        Report By
 GN0348  HISTORY     - 1934     MONUMENTED       CGS
 GN0348
 GN0348                          STATION DESCRIPTION
 GN0348
 GN0348'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GN0348'11.1 MI NW FROM HAYNES P O.
 GN0348'11.1 MI. N.W. ALONG STATE NO. 55 AND ROAD TO CARSONS STORE ABOUT 45
 GN0348'FT. E. OF JUNCTION WITH DIM ROAD BEARING TO N.W. AND 15 FT. N. OF
 GN0348'CENTER LINE OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0386 ***********************************************************************
 EO0386  DESIGNATION -  F 7
 EO0386  PID         -  EO0386
 EO0386  STATE/COUNTY-  NM/ROOSEVELT
 EO0386  USGS QUAD   -  DELPHOS (1985)
 EO0386
 EO0386                         *CURRENT SURVEY CONTROL
 EO0386  ___________________________________________________________________
 EO0386* NAD 83(1986)-  34 07 00.     (N)    103 26 08.     (W)     SCALED    
 EO0386* NAVD 88     -      1259.766  (meters)    4133.08   (feet)  ADJUSTED  
 EO0386  ___________________________________________________________________
 EO0386  GEOID HEIGHT-         -22.77  (meters)                     GEOID03
 EO0386  DYNAMIC HT  -        1258.127 (meters)    4127.70  (feet)  COMP
 EO0386  MODELED GRAV-     979,290.9   (mgal)                       NAVD 88
 EO0386
 EO0386  VERT ORDER  -  FIRST     CLASS II
 EO0386
 EO0386.The horizontal coordinates were scaled from a topographic map and have
 EO0386.an estimated accuracy of +/- 6 seconds.
 EO0386
 EO0386.The orthometric height was determined by differential leveling
 EO0386.and adjusted by the National Geodetic Survey in June 1991..
 EO0386
 EO0386.The geoid height was determined by GEOID03.
 EO0386
 EO0386.The dynamic height is computed by dividing the NAVD 88
 EO0386.geopotential number by the normal gravity value computed on the
 EO0386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0386.degrees latitude (g = 980.6199 gals.).
 EO0386
 EO0386.The modeled gravity was interpolated from observed gravity values.
 EO0386
 EO0386;                    North         East    Units  Estimated Accuracy
 EO0386;SPC NM E     -   345,960.      247,820.      MT  (+/- 180 meters Scaled)
 EO0386
 EO0386                          SUPERSEDED SURVEY CONTROL
 EO0386
 EO0386.No superseded survey control is available for this station.
 EO0386
 EO0386_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFT442761(NAD 83)
 EO0386_MARKER: DB = BENCH MARK DISK
 EO0386_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EO0386_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EO0386_STAMPING: F 7 1916
 EO0386_MARK LOGO: CGS   
 EO0386_PROJECTION: PROJECTING 5 CENTIMETERS
 EO0386_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EO0386+STABILITY: SURFACE MOTION
 EO0386
 EO0386  HISTORY     - Date     Condition        Report By
 EO0386  HISTORY     - 1916     MONUMENTED       CGS
 EO0386  HISTORY     - 1956     GOOD             NGS
 EO0386  HISTORY     - 1982     GOOD             NGS
 EO0386
 EO0386                          STATION DESCRIPTION
 EO0386
 EO0386'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 EO0386'7.4 MI SW FROM PORTALES.
 EO0386'7.4 MILES SOUTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 EO0386'FROM THE STATION AT PORTALES, 182 FEET NORTHWEST OF MILEPOST 25, 98
 EO0386'FEET NORTHWEST OF THE CENTERLINE OF THE TRACK, 1.5 FEET SOUTH OF AN
 EO0386'IRON RIGHT-OF-WAY POST.  A STANDARD DISK STAMPED F 7 1916 AND SET IN
 EO0386'THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND SURFACE.
 EO0386
 EO0386                          STATION RECOVERY (1982)
 EO0386
 EO0386'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 EO0386'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  12.0 KM (7.45
 EO0386'MI) SOUTHWESTERLY ALONG THE SANTA FE RAILROAD FROM THE RAILROAD
 EO0386'STATION IN PORTALES, 29.1 METERS (95.5 FT) NORTHWEST OF THE NEAR RAIL,
 EO0386'25.8 METERS (84.6 FT) NORTHWEST OF MILEPOST 25, 0.5 METER (1.6 FT)
 EO0386'SOUTHEAST OF A FENCE AND 0.5 METER (1.6 FT) SOUTH OF AN UPRIGHT STEEL
 EO0386'RAIL.
 EO0386'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 EO0386'THE MARK IS 0.3 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0303 ***********************************************************************
 GN0303  DESIGNATION -  F 71
 GN0303  PID         -  GN0303
 GN0303  STATE/COUNTY-  NM/RIO ARRIBA
 GN0303  USGS QUAD   -  TAFOYA CANYON (1963)
 GN0303
 GN0303                         *CURRENT SURVEY CONTROL
 GN0303  ___________________________________________________________________
 GN0303* NAD 83(1986)-  36 16 31.     (N)    107 25 41.     (W)     SCALED    
 GN0303* NAVD 88     -      2014.507  (meters)    6609.26   (feet)  ADJUSTED  
 GN0303  ___________________________________________________________________
 GN0303  GEOID HEIGHT-         -20.27  (meters)                     GEOID03
 GN0303  DYNAMIC HT  -        2011.789 (meters)    6600.34  (feet)  COMP
 GN0303  MODELED GRAV-     979,211.3   (mgal)                       NAVD 88
 GN0303
 GN0303  VERT ORDER  -  SECOND    CLASS 0
 GN0303
 GN0303.The horizontal coordinates were scaled from a topographic map and have
 GN0303.an estimated accuracy of +/- 6 seconds.
 GN0303
 GN0303.The orthometric height was determined by differential leveling
 GN0303.and adjusted by the National Geodetic Survey in June 1991..
 GN0303
 GN0303.The geoid height was determined by GEOID03.
 GN0303
 GN0303.The dynamic height is computed by dividing the NAVD 88
 GN0303.geopotential number by the normal gravity value computed on the
 GN0303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GN0303.degrees latitude (g = 980.6199 gals.).
 GN0303
 GN0303.The modeled gravity was interpolated from observed gravity values.
 GN0303
 GN0303;                    North         East    Units  Estimated Accuracy
 GN0303;SPC NM C     -   585,700.      394,160.      MT  (+/- 180 meters Scaled)
 GN0303
 GN0303                          SUPERSEDED SURVEY CONTROL
 GN0303
 GN0303  NGVD 29 (??/??/92) 2013.458  (m)         6605.82   (f) ADJ UNCH    2 0
 GN0303
 GN0303.Superseded values are not recommended for survey control.
 GN0303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0303.See file dsdata.txt to determine how the superseded data were derived.
 GN0303
 GN0303_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBA819172(NAD 83)
 GN0303_MARKER: DB = BENCH MARK DISK
 GN0303_SETTING: 80 = SET IN A BOULDER
 GN0303_STAMPING: F-71 1934
 GN0303_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GN0303+STABILITY: SURFACE MOTION
 GN0303
 GN0303  HISTORY     - Date     Condition        Report By
 GN0303  HISTORY     - 1934     MONUMENTED       CGS
 GN0303
 GN0303                          STATION DESCRIPTION
 GN0303
 GN0303'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GN0303'44.4 MI S FROM BLANCO.
 GN0303'44.5 MI SOUTHEAST ON STATE HWY NO. 44 44.4 MI NORTHWEST OF CUBA, ON
 GN0303'STATE HWY NO. 55) ABOUT 0.2 MI NORTHWEST OF HAYNES RANCH HOUSE, ABOUT
 GN0303'30 YDS SOUTHWEST OF A FENCE LINE, AND 39 FEET NORTHEAST OF THE
 GN0303'CENTERLINE HIGHWAY, AND ABOUT 5 FEET ABOVE THE ROAD SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0215 ***********************************************************************
 GN0215  DESIGNATION -  F 72
 GN0215  PID         -  GN0215
 GN0215  STATE/COUNTY-  NM/SANDOVAL
 GN0215  USGS QUAD   -  CUBA (1963)
 GN0215
 GN0215                         *CURRENT SURVEY CONTROL
 GN0215  ___________________________________________________________________
 GN0215* NAD 83(1986)-  36 06 00.     (N)    106 58 56.     (W)     SCALED    
 GN0215* NAVD 88     -      2169.766  (meters)    7118.64   (feet)  ADJUSTED  
 GN0215  ___________________________________________________________________
 GN0215  GEOID HEIGHT-         -19.34  (meters)                     GEOID03
 GN0215  DYNAMIC HT  -        2166.722 (meters)    7108.65  (feet)  COMP
 GN0215  MODELED GRAV-     979,152.0   (mgal)                       NAVD 88
 GN0215
 GN0215  VERT ORDER  -  SECOND    CLASS 0
 GN0215
 GN0215.The horizontal coordinates were scaled from a topographic map and have
 GN0215.an estimated accuracy of +/- 6 seconds.
 GN0215
 GN0215.The orthometric height was determined by differential leveling
 GN0215.and adjusted by the National Geodetic Survey in June 1991..
 GN0215
 GN0215.The geoid height was determined by GEOID03.
 GN0215
 GN0215.The dynamic height is computed by dividing the NAVD 88
 GN0215.geopotential number by the normal gravity value computed on the
 GN0215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GN0215.degrees latitude (g = 980.6199 gals.).
 GN0215
 GN0215.The modeled gravity was interpolated from observed gravity values.
 GN0215
 GN0215;                    North         East    Units  Estimated Accuracy
 GN0215;SPC NM C     -   565,860.      434,070.      MT  (+/- 180 meters Scaled)
 GN0215
 GN0215                          SUPERSEDED SURVEY CONTROL
 GN0215
 GN0215  NGVD 29 (??/??/92) 2168.663  (m)         7115.02   (f) ADJ UNCH    2 0
 GN0215
 GN0215.Superseded values are not recommended for survey control.
 GN0215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0215.See file dsdata.txt to determine how the superseded data were derived.
 GN0215
 GN0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV215968(NAD 83)
 GN0215_MARKER: DB = BENCH MARK DISK
 GN0215_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GN0215_SP_SET: MONUMENT
 GN0215_STAMPING: F 72 1934
 GN0215_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GN0215
 GN0215  HISTORY     - Date     Condition        Report By
 GN0215  HISTORY     - 1934     MONUMENTED       CGS
 GN0215  HISTORY     - 1964     GOOD             USGS
 GN0215
 GN0215                          STATION DESCRIPTION
 GN0215
 GN0215'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 GN0215'7.2 MI N FROM CUBA.
 GN0215'7.2 MILES N. ALONG STATE HWY. 96 FROM CUBA FROM THE POST OFFICE AT
 GN0215'CUBA, NEW MEXICO.  PROCEED 3.8 MILES NW ON STATE HWY. 44, THENCE RIGHT
 GN0215'ON STATE HWY. 95-96-112 FOR 2.6 MILES TO FENCE CORNER ON THE LEFT. THE
 GN0215'BENCH IS 380 FEET SW OF THIS CORNER AND 175 FEET SOUTH OF THE FENCE.
 GN0215'THE MARK IS APPROXIMATELY 500 FEET SE OF AN OLD FARMHOUSE. IT IS A
 GN0215'STANDARD USC AND GS DISK SET IN A CONCRETE MONUMENT PROJECTING 0.2
 GN0215'FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0158 ***********************************************************************
 GN0158  DESIGNATION -  F 73
 GN0158  PID         -  GN0158
 GN0158  STATE/COUNTY-  NM/RIO ARRIBA
 GN0158  USGS QUAD   -  CANONES (1995)
 GN0158
 GN0158                         *CURRENT SURVEY CONTROL
 GN0158  ___________________________________________________________________
 GN0158* NAD 83(1986)-  36 13 39.     (N)    106 23 28.     (W)     SCALED    
 GN0158* NAVD 88     -      1857.240  (meters)    6093.29   (feet)  ADJUSTED  
 GN0158  ___________________________________________________________________
 GN0158  GEOID HEIGHT-         -18.65  (meters)                     GEOID03
 GN0158  DYNAMIC HT  -        1854.775 (meters)    6085.21  (feet)  COMP
 GN0158  MODELED GRAV-     979,239.3   (mgal)                       NAVD 88
 GN0158
 GN0158  VERT ORDER  -  SECOND    CLASS 0
 GN0158
 GN0158.The horizontal coordinates were scaled from a topographic map and have
 GN0158.an estimated accuracy of +/- 6 seconds.
 GN0158
 GN0158.The orthometric height was determined by differential leveling
 GN0158.and adjusted by the National Geodetic Survey in June 1991..
 GN0158
 GN0158.The geoid height was determined by GEOID03.
 GN0158
 GN0158.The dynamic height is computed by dividing the NAVD 88
 GN0158.geopotential number by the normal gravity value computed on the
 GN0158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GN0158.degrees latitude (g = 980.6199 gals.).
 GN0158
 GN0158.The modeled gravity was interpolated from observed gravity values.
 GN0158
 GN0158;                    North         East    Units  Estimated Accuracy
 GN0158;SPC NM C     -   579,760.      487,320.      MT  (+/- 180 meters Scaled)
 GN0158
 GN0158                          SUPERSEDED SURVEY CONTROL
 GN0158
 GN0158  NGVD 29 (??/??/92) 1856.195  (m)         6089.87   (f) ADJ UNCH    2 0
 GN0158
 GN0158.Superseded values are not recommended for survey control.
 GN0158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0158.See file dsdata.txt to determine how the superseded data were derived.
 GN0158
 GN0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCA749100(NAD 83)
 GN0158_MARKER: DB = BENCH MARK DISK
 GN0158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GN0158_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GN0158_STAMPING: F 73 1934
 GN0158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GN0158+STABILITY: SURFACE MOTION
 GN0158
 GN0158  HISTORY     - Date     Condition        Report By
 GN0158  HISTORY     - 1934     MONUMENTED       CGS
 GN0158  HISTORY     - 1939     GOOD             NGS
 GN0158
 GN0158                          STATION DESCRIPTION
 GN0158
 GN0158'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 GN0158'5.1 MI NW FROM ABIQUIU.
 GN0158'5.1 MILES NORTHWEST OF POST OFFICE.  ALONG U.S. HIGHWAY NO. 285.  36
 GN0158'FEET SOUTHEAST OF CENTERLINE OF HIGHWAY.  108 FEET NORTHEAST OF DRY
 GN0158'WASH ON HILLSIDE.  65 YARDS SOUTHWEST OF SMALL CUT ON HIGHWAY. 2 FEET
 GN0158'ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0038 ***********************************************************************
 FO0038  DESIGNATION -  F 74
 FO0038  PID         -  FO0038
 FO0038  STATE/COUNTY-  NM/SANDOVAL
 FO0038  USGS QUAD   -  SANTO DOMINGO PUEBLO (1993)
 FO0038
 FO0038                         *CURRENT SURVEY CONTROL
 FO0038  ___________________________________________________________________
 FO0038* NAD 83(1986)-  35 32 01.     (N)    106 20 59.     (W)     SCALED    
 FO0038* NAVD 88     -      1590.534  (meters)    5218.28   (feet)  ADJUSTED  
 FO0038  ___________________________________________________________________
 FO0038  GEOID HEIGHT-         -20.51  (meters)                     GEOID03
 FO0038  DYNAMIC HT  -        1588.365 (meters)    5211.16  (feet)  COMP
 FO0038  MODELED GRAV-     979,215.0   (mgal)                       NAVD 88
 FO0038
 FO0038  VERT ORDER  -  FIRST     CLASS II
 FO0038
 FO0038.The horizontal coordinates were scaled from a topographic map and have
 FO0038.an estimated accuracy of +/- 6 seconds.
 FO0038
 FO0038.The orthometric height was determined by differential leveling
 FO0038.and adjusted by the National Geodetic Survey in June 1991..
 FO0038
 FO0038.The geoid height was determined by GEOID03.
 FO0038
 FO0038.The dynamic height is computed by dividing the NAVD 88
 FO0038.geopotential number by the normal gravity value computed on the
 FO0038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0038.degrees latitude (g = 980.6199 gals.).
 FO0038
 FO0038.The modeled gravity was interpolated from observed gravity values.
 FO0038
 FO0038;                    North         East    Units  Estimated Accuracy
 FO0038;SPC NM C     -   502,780.      490,960.      MT  (+/- 180 meters Scaled)
 FO0038
 FO0038                          SUPERSEDED SURVEY CONTROL
 FO0038
 FO0038  NGVD 29 (??/??/92) 1589.593  (m)         5215.19   (f) ADJ UNCH    1 2
 FO0038
 FO0038.Superseded values are not recommended for survey control.
 FO0038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0038.See file dsdata.txt to determine how the superseded data were derived.
 FO0038
 FO0038_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV776330(NAD 83)
 FO0038_MARKER: DB = BENCH MARK DISK
 FO0038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FO0038_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FO0038_STAMPING: F 74 1934
 FO0038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO0038+STABILITY: SURFACE MOTION
 FO0038
 FO0038  HISTORY     - Date     Condition        Report By
 FO0038  HISTORY     - 1934     MONUMENTED       CGS
 FO0038  HISTORY     - 1951     GOOD             NGS
 FO0038
 FO0038                          STATION DESCRIPTION
 FO0038
 FO0038'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 FO0038'3.0 MI N FROM DOMINGO.
 FO0038'1.7 MILES SOUTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 FO0038'FROM THE STATION AT DOMINGO, THENCE 1.3 MILES NORTH ALONG A GRAVELED
 FO0038'ROAD, 87 FEET SOUTHEAST OF THE NORTHEAST CORNER OF A CULTIVATED FIELD,
 FO0038'72 FEET SOUTHWEST OF THE CENTER LINE OF A CONCRETE SPILLWAY FOR AN
 FO0038'IRRIGATION CANAL, 60 FEET NORTHEAST OF THE CENTER LINE OF THE GRAVELED
 FO0038'ROAD, 3 FEET NORTHWEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 FO0038'POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0115 ***********************************************************************
 FN0115  DESIGNATION -  F 75
 FN0115  PID         -  FN0115
 FN0115  STATE/COUNTY-  NM/SAN MIGUEL
 FN0115  USGS QUAD   -  LAS VEGAS NW (1963)
 FN0115
 FN0115                         *CURRENT SURVEY CONTROL
 FN0115  ___________________________________________________________________
 FN0115* NAD 83(1992)-  35 40 53.53319(N)    105 08 19.60886(W)     ADJUSTED  
 FN0115* NAVD 88     -      2050.435  (meters)    6727.14   (feet)  ADJUSTED  
 FN0115  ___________________________________________________________________
 FN0115  LAPLACE CORR-          -2.71  (seconds)                    DEFLEC99
 FN0115  GEOID HEIGHT-         -18.77  (meters)                     GEOID03
 FN0115  DYNAMIC HT  -        2047.614 (meters)    6717.88  (feet)  COMP
 FN0115  MODELED GRAV-     979,183.8   (mgal)                       NAVD 88
 FN0115
 FN0115  HORZ ORDER  -  THIRD
 FN0115  VERT ORDER  -  SECOND    CLASS 0
 FN0115
 FN0115.The horizontal coordinates were established by classical geodetic methods
 FN0115.and adjusted by the National Geodetic Survey in December 1993..
 FN0115
 FN0115.The orthometric height was determined by differential leveling
 FN0115.and adjusted by the National Geodetic Survey in June 1991..
 FN0115
 FN0115.The Laplace correction was computed from DEFLEC99 derived deflections.
 FN0115
 FN0115.The geoid height was determined by GEOID03.
 FN0115
 FN0115.The dynamic height is computed by dividing the NAVD 88
 FN0115.geopotential number by the normal gravity value computed on the
 FN0115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FN0115.degrees latitude (g = 980.6199 gals.).
 FN0115
 FN0115.The modeled gravity was interpolated from observed gravity values.
 FN0115
 FN0115;                    North         East     Units Scale Factor Converg.
 FN0115;SPC NM E     -   519,484.661    92,092.936   MT  0.99997457   -0 28 11.4
 FN0115;SPC NM E     - 1,704,342.59    302,141.57   sFT  0.99997457   -0 28 11.4
 FN0115;SPC NM C     -   519,749.995   600,584.918   MT  1.00002463   +0 38 53.5
 FN0115;SPC NM C     - 1,705,213.11  1,970,419.02   sFT  1.00002463   +0 38 53.5
 FN0115;UTM  13      - 3,948,636.061   487,441.968   MT  0.99960194   -0 04 51.4
 FN0115
 FN0115!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FN0115!SPC NM E     -   0.99968122  x   0.99997457  =   0.99965580
 FN0115!SPC NM C     -   0.99968122  x   1.00002463  =   0.99970584
 FN0115!UTM  13      -   0.99968122  x   0.99960194  =   0.99928329
 FN0115
 FN0115                          SUPERSEDED SURVEY CONTROL
 FN0115
 FN0115  NAD 83(1992)-  35 40 53.53956(N)    105 08 19.60903(W) AD(       ) 3
 FN0115  NAVD 88 (04/29/92) 2050.44   (m)         6727.2    (f) LEVELING    3  
 FN0115  NGVD 29 (??/??/92) 2049.434  (m)         6723.85   (f) ADJ UNCH    2 0
 FN0115
 FN0115.Superseded values are not recommended for survey control.
 FN0115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0115.See file dsdata.txt to determine how the superseded data were derived.
 FN0115
 FN0115_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV8744248636(NAD 83)
 FN0115_MARKER: DB = BENCH MARK DISK
 FN0115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FN0115_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FN0115_STAMPING: F 75 1934
 FN0115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FN0115+STABILITY: SURFACE MOTION
 FN0115
 FN0115  HISTORY     - Date     Condition        Report By
 FN0115  HISTORY     - 1934     MONUMENTED       CGS
 FN0115  HISTORY     - 1945     GOOD             USGS
 FN0115  HISTORY     - 1957     GOOD             NGS
 FN0115
 FN0115                          STATION DESCRIPTION
 FN0115
 FN0115'DESCRIBED BY US GEOLOGICAL SURVEY 1945
 FN0115'LOCATED 9.3 MI. NE. OF LAS VEGAS, ALONG U.S. HIGHWAY 85, 36 FT. N. OF
 FN0115'SANTA FE RAILROAD, 38 FT. S. OF HIGHWAY, 10 FT. S. OF RAILROAD
 FN0115'RIGHT-OF-WAY FENCE LINE, IN LINE WITH TELEGRAPH POLES, 16 FT. E. OF
 FN0115'RAILROAD MILEPOST 762.
 FN0115'
 FN0115'STATION MARK--STANDARD USC AND GS BENCH MARK DISK SET IN CONCRETE
 FN0115'POST, STAMPED---F 75 1934---.
 FN0115
 FN0115                          STATION RECOVERY (1957)
 FN0115
 FN0115'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 FN0115'8.2 MI NE FROM LAS VEGAS.
 FN0115'8.2 MILES NORTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 FN0115'FROM THE STATION AT LAS VEGAS, SAN MIGUEL COUNTY, 18 FEET NORTHEAST OF
 FN0115'MILEPOST 762, 2 1/2 POLES NORTHEAST OF A ROAD CROSSING, IN LINE WITH A
 FN0115'ROLE OF POLES, AND 36 FEET NORTHWEST OF THE CENTER- LINE OF THE TRACK,
 FN0115'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0148 ***********************************************************************
 GM0148  DESIGNATION -  F 76
 GM0148  PID         -  GM0148
 GM0148  STATE/COUNTY-  NM/MORA
 GM0148  USGS QUAD   -  COLMOR (1964)
 GM0148
 GM0148                         *CURRENT SURVEY CONTROL
 GM0148  ___________________________________________________________________
 GM0148* NAD 83(1986)-  36 08 19.     (N)    104 40 48.     (W)     SCALED    
 GM0148* NAVD 88     -      1879.087  (meters)    6164.97   (feet)  ADJUSTED  
 GM0148  ___________________________________________________________________
 GM0148  GEOID HEIGHT-         -18.98  (meters)                     GEOID03
 GM0148  DYNAMIC HT  -        1876.622 (meters)    6156.88  (feet)  COMP
 GM0148  MODELED GRAV-     979,254.1   (mgal)                       NAVD 88
 GM0148
 GM0148  VERT ORDER  -  SECOND    CLASS 0
 GM0148
 GM0148.The horizontal coordinates were scaled from a topographic map and have
 GM0148.an estimated accuracy of +/- 6 seconds.
 GM0148
 GM0148.The orthometric height was determined by differential leveling
 GM0148.and adjusted by the National Geodetic Survey in June 1991..
 GM0148
 GM0148.The geoid height was determined by GEOID03.
 GM0148
 GM0148.The dynamic height is computed by dividing the NAVD 88
 GM0148.geopotential number by the normal gravity value computed on the
 GM0148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GM0148.degrees latitude (g = 980.6199 gals.).
 GM0148
 GM0148.The modeled gravity was interpolated from observed gravity values.
 GM0148
 GM0148;                    North         East    Units  Estimated Accuracy
 GM0148;SPC NM E     -   569,950.      133,800.      MT  (+/- 180 meters Scaled)
 GM0148
 GM0148                          SUPERSEDED SURVEY CONTROL
 GM0148
 GM0148  NGVD 29 (??/??/92) 1878.193  (m)         6162.04   (f) ADJ UNCH    2 0
 GM0148
 GM0148.Superseded values are not recommended for survey control.
 GM0148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0148.See file dsdata.txt to determine how the superseded data were derived.
 GM0148
 GM0148_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEV287993(NAD 83)
 GM0148_MARKER: DB = BENCH MARK DISK
 GM0148_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GM0148_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GM0148_STAMPING: F 76 1934
 GM0148_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GM0148+STABILITY: SURFACE MOTION
 GM0148_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GM0148+SATELLITE: SATELLITE OBSERVATIONS - May 27, 2005
 GM0148
 GM0148  HISTORY     - Date     Condition        Report By
 GM0148  HISTORY     - 1934     MONUMENTED       CGS
 GM0148  HISTORY     - 20050527 GOOD             NGS
 GM0148
 GM0148                          STATION DESCRIPTION
 GM0148
 GM0148'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GM0148'5.9 MI SW FROM COLMOR.
 GM0148'5.9 MI. S.W. ON A.T. AND S.F. RY.  1 POLE S. OF MILE POLE NO. 716, 100
 GM0148'FT. W. OF CENTER LINE OF TRACK, 52 FT. E. OF U.S. NO. 85 AND 14 FT. W.
 GM0148'OF TELEGRAPH POLE.
 GM0148
 GM0148                          STATION RECOVERY (2005)
 GM0148
 GM0148'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DW)
 GM0148'OLD US 85 IS NOW FRONTAGE ROAD FOR INTERSTATE 25.  RR IS NOW PART OF
 GM0148'BNSF SYSTEM.  A WITNESS POST IS PRESENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0135 ***********************************************************************
 FN0135  DESIGNATION -  F 78
 FN0135  PID         -  FN0135
 FN0135  STATE/COUNTY-  NM/SAN MIGUEL
 FN0135  USGS QUAD   -  LAKE ISABEL (1963)
 FN0135
 FN0135                         *CURRENT SURVEY CONTROL
 FN0135  ___________________________________________________________________
 FN0135* NAD 83(1986)-  35 47 28.     (N)    105 14 44.     (W)     SCALED    
 FN0135* NAVD 88     -      2161.904  (meters)    7092.85   (feet)  ADJUSTED  
 FN0135  ___________________________________________________________________
 FN0135  GEOID HEIGHT-         -18.23  (meters)                     GEOID03
 FN0135  DYNAMIC HT  -        2158.879 (meters)    7082.92  (feet)  COMP
 FN0135  MODELED GRAV-     979,156.0   (mgal)                       NAVD 88
 FN0135
 FN0135  VERT ORDER  -  SECOND    CLASS 0
 FN0135
 FN0135.The horizontal coordinates were scaled from a topographic map and have
 FN0135.an estimated accuracy of +/- 6 seconds.
 FN0135
 FN0135.The orthometric height was determined by differential leveling
 FN0135.and adjusted by the National Geodetic Survey in June 1991..
 FN0135
 FN0135.The geoid height was determined by GEOID03.
 FN0135
 FN0135.The dynamic height is computed by dividing the NAVD 88
 FN0135.geopotential number by the normal gravity value computed on the
 FN0135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FN0135.degrees latitude (g = 980.6199 gals.).
 FN0135
 FN0135.The modeled gravity was interpolated from observed gravity values.
 FN0135
 FN0135;                    North         East    Units  Estimated Accuracy
 FN0135;SPC NM E     -   531,730.       82,540.      MT  (+/- 180 meters Scaled)
 FN0135
 FN0135                          SUPERSEDED SURVEY CONTROL
 FN0135
 FN0135  NGVD 29 (??/??/92) 2160.848  (m)         7089.38   (f) ADJ UNCH    2 0
 FN0135
 FN0135.Superseded values are not recommended for survey control.
 FN0135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0135.See file dsdata.txt to determine how the superseded data were derived.
 FN0135
 FN0135_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV778608(NAD 83)
 FN0135_MARKER: DB = BENCH MARK DISK
 FN0135_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FN0135_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FN0135_STAMPING: F 78 1934
 FN0135_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FN0135+STABILITY: SURFACE MOTION
 FN0135
 FN0135  HISTORY     - Date     Condition        Report By
 FN0135  HISTORY     - 1934     MONUMENTED       CGS
 FN0135  HISTORY     - 1962     GOOD             USGS
 FN0135
 FN0135                          STATION DESCRIPTION
 FN0135
 FN0135'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 FN0135'14.2 MI N FROM LAS VEGAS.
 FN0135'14.2 MILES NORTH OF LAS VEGAS, SAN MIGUEL COUNTY, AT THE INTERSECTION
 FN0135'OF 7TH ST., AND DOUGLAS AVE., THENCE NORTH ALONG 7TH ST., AND STATE
 FN0135'HIGHWAY 3, ABOUT 16.1 MILES SOUTH OF MORA, MORA COUNTY, 1.6 MILES
 FN0135'NORTH OF SAPELLO, SAN MIGUEL COUNTY, 500 FEET SOUTH OF AN ACCESS LANE
 FN0135'TO A HOUSE WEST OF A ROAD, 25 FEET EAST OF A DEEP WASH, 37 FEET WEST
 FN0135'OF THE CENTERLINE OF THE HIGHWAY AND 2 FEET LOWER THAN THE HIGHWAY. A
 FN0135'STANDARD DISK, SET IN THE TOP OF A CONCRETE POST PROJECTING .4 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0479 ***********************************************************************
 GM0479  DESIGNATION -  F 79
 GM0479  PID         -  GM0479
 GM0479  STATE/COUNTY-  NM/TAOS
 GM0479  USGS QUAD   -  TRES RITOS (1995)
 GM0479
 GM0479                         *CURRENT SURVEY CONTROL
 GM0479  ___________________________________________________________________
 GM0479* NAD 83(1986)-  36 12 22.     (N)    105 36 00.     (W)     SCALED    
 GM0479* NAVD 88     -      2575.708  (meters)    8450.47   (feet)  ADJUSTED  
 GM0479  ___________________________________________________________________
 GM0479  GEOID HEIGHT-         -17.09  (meters)                     GEOID03
 GM0479  DYNAMIC HT  -        2571.981 (meters)    8438.24  (feet)  COMP
 GM0479  MODELED GRAV-     979,092.0   (mgal)                       NAVD 88
 GM0479
 GM0479  VERT ORDER  -  SECOND    CLASS 0
 GM0479
 GM0479.The horizontal coordinates were scaled from a topographic map and have
 GM0479.an estimated accuracy of +/- 6 seconds.
 GM0479
 GM0479.The orthometric height was determined by differential leveling
 GM0479.and adjusted by the National Geodetic Survey in June 1991..
 GM0479
 GM0479.The geoid height was determined by GEOID03.
 GM0479
 GM0479.The dynamic height is computed by dividing the NAVD 88
 GM0479.geopotential number by the normal gravity value computed on the
 GM0479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GM0479.degrees latitude (g = 980.6199 gals.).
 GM0479
 GM0479.The modeled gravity was interpolated from observed gravity values.
 GM0479
 GM0479;                    North         East    Units  Estimated Accuracy
 GM0479;SPC NM C     -   577,580.      558,450.      MT  (+/- 180 meters Scaled)
 GM0479
 GM0479                          SUPERSEDED SURVEY CONTROL
 GM0479
 GM0479  NGVD 29 (??/??/92) 2574.477  (m)         8446.43   (f) ADJ UNCH    2 0
 GM0479
 GM0479.Superseded values are not recommended for survey control.
 GM0479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0479.See file dsdata.txt to determine how the superseded data were derived.
 GM0479
 GM0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDA460069(NAD 83)
 GM0479_MARKER: DB = BENCH MARK DISK
 GM0479_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GM0479_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GM0479_STAMPING: F-79 1934
 GM0479_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GM0479+STABILITY: SURFACE MOTION
 GM0479
 GM0479  HISTORY     - Date     Condition        Report By
 GM0479  HISTORY     - 1934     MONUMENTED       CGS
 GM0479  HISTORY     - 1964     GOOD             USGS
 GM0479
 GM0479                          STATION DESCRIPTION
 GM0479
 GM0479'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 GM0479'16.2 MI S FROM TAOS.
 GM0479'TAOS 16.2 MI. SOUTH FROM ALONG STATE HWY 3.  ON S. SLOPE OF U.S. HILL.
 GM0479'118 FT. SW. ALONG HWY AND 79 FT. NW. FROM RD W TO GRAVEL PIT. 13 FT
 GM0479'NW. OF FENCE.  IN CONCRETE POST A STD DISK STAMPED F-79 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0006 ***********************************************************************
 DR0006  DESIGNATION -  F 8
 DR0006  PID         -  DR0006
 DR0006  STATE/COUNTY-  NM/CHAVES
 DR0006  USGS QUAD   -  ELKINS (1982)
 DR0006
 DR0006                         *CURRENT SURVEY CONTROL
 DR0006  ___________________________________________________________________
 DR0006* NAD 83(1986)-  33 41 26.     (N)    104 03 41.     (W)     SCALED    
 DR0006* NAVD 88     -      1227.250  (meters)    4026.40   (feet)  POSTED    
 DR0006  ___________________________________________________________________
 DR0006  GEOID HEIGHT-         -23.14  (meters)                     GEOID03
 DR0006  DYNAMIC HT  -        1225.590 (meters)    4020.96  (feet)  COMP
 DR0006  MODELED GRAV-     979,243.5   (mgal)                       NAVD 88
 DR0006
 DR0006  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 DR0006
 DR0006.The horizontal coordinates were scaled from a topographic map and have
 DR0006.an estimated accuracy of +/- 6 seconds.
 DR0006
 DR0006.The orthometric height was determined by differential leveling
 DR0006.and adjusted by the National Geodetic Survey in 1992..
 DR0006.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 DR0006.rate of 0.0 thru 1.0 mm/km.
 DR0006
 DR0006.The geoid height was determined by GEOID03.
 DR0006
 DR0006.The dynamic height is computed by dividing the NAVD 88
 DR0006.geopotential number by the normal gravity value computed on the
 DR0006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0006.degrees latitude (g = 980.6199 gals.).
 DR0006
 DR0006.The modeled gravity was interpolated from observed gravity values.
 DR0006
 DR0006;                    North         East    Units  Estimated Accuracy
 DR0006;SPC NM E     -   298,370.      190,210.      MT  (+/- 180 meters Scaled)
 DR0006
 DR0006                          SUPERSEDED SURVEY CONTROL
 DR0006
 DR0006  NGVD 29 (??/??/92) 1226.660  (m)         4024.47   (f) ADJ UNCH    1 2
 DR0006
 DR0006.Superseded values are not recommended for survey control.
 DR0006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0006.See file dsdata.txt to determine how the superseded data were derived.
 DR0006
 DR0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SET869282(NAD 83)
 DR0006_MARKER: X = CHISELED CROSS
 DR0006_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DR0006_SP_SET: MILEPOST
 DR0006_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR0006
 DR0006  HISTORY     - Date     Condition        Report By
 DR0006  HISTORY     - UNK      MONUMENTED       CGS
 DR0006  HISTORY     - 1941     GOOD             NGS
 DR0006
 DR0006                          STATION DESCRIPTION
 DR0006
 DR0006'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 DR0006'IN ELKINS.
 DR0006'AT ELKINS, CHAVES COUNTY, ON THE ATCHISON, TOPEKA AND SANTA FE
 DR0006'RAILWAY, ON THE TOP OF IRON MILEPOST 72, 10 FEET NORTHWEST OF THE
 DR0006'CENTERLINE OF THE TRACK, AND LEVEL WITH THE TRACK.  A CHISELED CROSS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0106 ***********************************************************************
 FO0106  DESIGNATION -  F 81
 FO0106  PID         -  FO0106
 FO0106  STATE/COUNTY-  NM/SANDOVAL
 FO0106  USGS QUAD   -  WHITE ROCK (1984)
 FO0106
 FO0106                         *CURRENT SURVEY CONTROL
 FO0106  ___________________________________________________________________
 FO0106* NAD 83(1986)-  35 52 23.     (N)    106 14 30.     (W)     SCALED    
 FO0106* NAVD 88     -      2083.881  (meters)    6836.87   (feet)  ADJUSTED  
 FO0106  ___________________________________________________________________
 FO0106  GEOID HEIGHT-         -19.35  (meters)                     GEOID03
 FO0106  DYNAMIC HT  -        2080.934 (meters)    6827.20  (feet)  COMP
 FO0106  MODELED GRAV-     979,144.8   (mgal)                       NAVD 88
 FO0106
 FO0106  VERT ORDER  -  SECOND    CLASS 0
 FO0106
 FO0106.The horizontal coordinates were scaled from a topographic map and have
 FO0106.an estimated accuracy of +/- 6 seconds.
 FO0106
 FO0106.The orthometric height was determined by differential leveling
 FO0106.and adjusted by the National Geodetic Survey in June 1991..
 FO0106
 FO0106.The geoid height was determined by GEOID03.
 FO0106
 FO0106.The dynamic height is computed by dividing the NAVD 88
 FO0106.geopotential number by the normal gravity value computed on the
 FO0106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0106.degrees latitude (g = 980.6199 gals.).
 FO0106
 FO0106.The modeled gravity was interpolated from observed gravity values.
 FO0106
 FO0106;                    North         East    Units  Estimated Accuracy
 FO0106;SPC NM C     -   540,430.      500,750.      MT  (+/- 180 meters Scaled)
 FO0106
 FO0106                          SUPERSEDED SURVEY CONTROL
 FO0106
 FO0106  NGVD 29 (??/??/92) 2082.798  (m)         6833.31   (f) ADJ UNCH    2 0
 FO0106
 FO0106.Superseded values are not recommended for survey control.
 FO0106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0106.See file dsdata.txt to determine how the superseded data were derived.
 FO0106
 FO0106_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV879705(NAD 83)
 FO0106_MARKER: DB = BENCH MARK DISK
 FO0106_SETTING: 66 = SET IN ROCK OUTCROP
 FO0106_SP_SET: ROCKLEDGE
 FO0106_STAMPING: F 81 1934
 FO0106_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FO0106+STABILITY: POSITION/ELEVATION WELL
 FO0106
 FO0106  HISTORY     - Date     Condition        Report By
 FO0106  HISTORY     - 1934     MONUMENTED       CGS
 FO0106  HISTORY     - 1941     GOOD             NGS
 FO0106
 FO0106                          STATION DESCRIPTION
 FO0106
 FO0106'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 FO0106'4.1 MI E FROM OTOWI.
 FO0106'4.1 MILES EAST ALONG A ROAD LEADING TO THE OTOWI HIGHWAY BRIDGE OVER
 FO0106'RIO GRANDE RIVER FROM THE POST OFFICE AT OTOWI, SANDOVAL COUNTY, 250
 FO0106'FEET EAST OF THE SUMMIT OF A STEEP GRADE, 105 FEET WEST OF A CURVE ON
 FO0106'THE SUMMIT OF A GRADE, 51 FEET WEST OF A CATTLEGUARD AND FENCE MARKED
 FO0106'EAST BOUNDARY OF LOS ALAMOS RANCH SCHOOL 24 FEET NORTH OF THE
 FO0106'CENTERLINE OF THE ROAD, 5.5 FEET SOUTH OF THE EDGE OF A CANYON, IN THE
 FO0106'TOP OF A ROCK LEDGE, AND 1 FOOT LOWER THAN THE ROAD.  A STANDAARD
 FO0106'DISK, STAMPED F 81 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0856 ***********************************************************************
 DS0856  DESIGNATION -  F 82
 DS0856  PID         -  DS0856
 DS0856  STATE/COUNTY-  NM/SIERRA
 DS0856  USGS QUAD   -  ELEPHANT BUTTE (1980)
 DS0856
 DS0856                         *CURRENT SURVEY CONTROL
 DS0856  ___________________________________________________________________
 DS0856* NAD 83(1986)-  33 11 10.     (N)    107 13 20.     (W)     SCALED    
 DS0856* NAVD 88     -      1390.340  (meters)    4561.47   (feet)  ADJUSTED  
 DS0856  ___________________________________________________________________
 DS0856  GEOID HEIGHT-         -23.23  (meters)                     GEOID03
 DS0856  DYNAMIC HT  -        1388.312 (meters)    4554.82  (feet)  COMP
 DS0856  MODELED GRAV-     979,130.9   (mgal)                       NAVD 88
 DS0856
 DS0856  VERT ORDER  -  FIRST     CLASS II
 DS0856
 DS0856.The horizontal coordinates were scaled from a topographic map and have
 DS0856.an estimated accuracy of +/- 6 seconds.
 DS0856
 DS0856.The orthometric height was determined by differential leveling
 DS0856.and adjusted by the National Geodetic Survey in June 1991..
 DS0856.WARNING-Repeat measurements at this control monument indicate possible
 DS0856.vertical movement.
 DS0856
 DS0856.The geoid height was determined by GEOID03.
 DS0856
 DS0856.The dynamic height is computed by dividing the NAVD 88
 DS0856.geopotential number by the normal gravity value computed on the
 DS0856.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0856.degrees latitude (g = 980.6199 gals.).
 DS0856
 DS0856.The modeled gravity was interpolated from observed gravity values.
 DS0856
 DS0856;                    North         East    Units  Estimated Accuracy
 DS0856;SPC NM W     -   242,560.      886,990.      MT  (+/- 180 meters Scaled)
 DS0856
 DS0856                          SUPERSEDED SURVEY CONTROL
 DS0856
 DS0856  NGVD 29 (??/??/92) 1389.688  (m)         4559.33   (f) ADJ UNCH    1 2
 DS0856
 DS0856.Superseded values are not recommended for survey control.
 DS0856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0856.See file dsdata.txt to determine how the superseded data were derived.
 DS0856
 DS0856_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBS928741(NAD 83)
 DS0856_MARKER: DB = BENCH MARK DISK
 DS0856_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0856_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0856_STAMPING: F 82 1934
 DS0856_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0856+STABILITY: SURFACE MOTION
 DS0856
 DS0856  HISTORY     - Date     Condition        Report By
 DS0856  HISTORY     - 1934     MONUMENTED       CGS
 DS0856  HISTORY     - 1951     GOOD             NGS
 DS0856  HISTORY     - 1970     GOOD             LOCENG
 DS0856  HISTORY     - 1980     MARK NOT FOUND   NGS
 DS0856
 DS0856                          STATION DESCRIPTION
 DS0856
 DS0856'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 DS0856'2.85 MI NW FROM ELEPHANT BUTTE.
 DS0856'2.85 MILES NORTHWEST ALONG STATE HIGHWAY 52 FROM THE NORTHWEST END OF
 DS0856'THE ELEPHANT BUTTE DAM, AT THE JUNCTION OF STATE HIGHWAY 52 AND OLD
 DS0856'U.S. HIGHWAY 85, IN THE SOUTHWEST CORNER OF THE TRIANGLE FORMED BY THE
 DS0856'HIGHWAY INTERSECTION, 35 FEET NORTHWEST OF THE CENTER LINE OF STATE
 DS0856'HIGHWAY 52, 53 FEET SOUTHEAST OF THE CENTER LINE OF OLD U.S. HIGHWAY
 DS0856'85, 72 FEET NORTHEAST OF A POWER LINE.  2 FEET WEST OF A WITNESS POST,
 DS0856'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE
 DS0856'GROUND.  NOTE-- HOT SPRINGS N.M. HAS BEEN RENAMED TRUTH OR
 DS0856'CONSEQUENCES N.M.
 DS0856
 DS0856                          STATION RECOVERY (1970)
 DS0856
 DS0856'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1970
 DS0856'RECOVERED IN GOOD CONDITION.
 DS0856
 DS0856                          STATION RECOVERY (1980)
 DS0856
 DS0856'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DS0856'ROAD HAS BEEN REBUILT AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0572 ***********************************************************************
 FO0572  DESIGNATION -  F 83
 FO0572  PID         -  FO0572
 FO0572  STATE/COUNTY-  NM/SANDOVAL
 FO0572  USGS QUAD   -  PONDEROSA (1993)
 FO0572
 FO0572                         *CURRENT SURVEY CONTROL
 FO0572  ___________________________________________________________________
 FO0572* NAD 83(1986)-  35 37 38.     (N)    106 42 09.     (W)     SCALED    
 FO0572* NAVD 88     -      1736.141  (meters)    5695.99   (feet)  ADJUSTED  
 FO0572  ___________________________________________________________________
 FO0572  GEOID HEIGHT-         -20.04  (meters)                     GEOID03
 FO0572  DYNAMIC HT  -        1733.814 (meters)    5688.35  (feet)  COMP
 FO0572  MODELED GRAV-     979,231.9   (mgal)                       NAVD 88
 FO0572
 FO0572  VERT ORDER  -  SECOND    CLASS 0
 FO0572
 FO0572.The horizontal coordinates were scaled from a topographic map and have
 FO0572.an estimated accuracy of +/- 6 seconds.
 FO0572
 FO0572.The orthometric height was determined by differential leveling
 FO0572.and adjusted by the National Geodetic Survey in June 1991..
 FO0572
 FO0572.The geoid height was determined by GEOID03.
 FO0572
 FO0572.The dynamic height is computed by dividing the NAVD 88
 FO0572.geopotential number by the normal gravity value computed on the
 FO0572.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0572.degrees latitude (g = 980.6199 gals.).
 FO0572
 FO0572.The modeled gravity was interpolated from observed gravity values.
 FO0572
 FO0572;                    North         East    Units  Estimated Accuracy
 FO0572;SPC NM C     -   513,250.      459,010.      MT  (+/- 180 meters Scaled)
 FO0572
 FO0572                          SUPERSEDED SURVEY CONTROL
 FO0572
 FO0572  NGVD 29 (??/??/92) 1735.216  (m)         5692.95   (f) ADJ UNCH    2 0
 FO0572
 FO0572.Superseded values are not recommended for survey control.
 FO0572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0572.See file dsdata.txt to determine how the superseded data were derived.
 FO0572
 FO0572_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV458439(NAD 83)
 FO0572_MARKER: DB = BENCH MARK DISK
 FO0572_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FO0572_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FO0572_STAMPING: F 83 1934
 FO0572_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO0572+STABILITY: SURFACE MOTION
 FO0572
 FO0572  HISTORY     - Date     Condition        Report By
 FO0572  HISTORY     - 1934     MONUMENTED       CGS
 FO0572  HISTORY     - 1941     GOOD             NGS
 FO0572
 FO0572                          STATION DESCRIPTION
 FO0572
 FO0572'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 FO0572'1.3 MI NE FROM JEMES.
 FO0572'1.3 MILES NORTHEAST ALONG STATE HIGHWAY 4 FROM THE CATHOLIC CHURCH AT
 FO0572'JEMES, SANDOVAL COUNTY, THENCE 1.1 MILES EAST ALONG A ROAD LEADING TO
 FO0572'PENABLANCA.  0.1 MILE WEST OF A CROSSING OVER A LARGE WASH, AT THE
 FO0572'SUMMIT OF A STEEP GRADE, 500 FEET EAST OF THE EDGE OF ROCK HILLS, 40
 FO0572'FEET SOUTH OF A SLOPE LEADING TO THE WASH, 44 FEET SOUTH OF THE
 FO0572'CENTERLINE OF THE ROAD, 31 FEET WEST OF A SCRUB CEDAR TREE AT THE EDGE
 FO0572'OF A BANK, 2.0 FEET WEST OF A 4- BY 4-INCH WHITE WOODEN POST STENCILED
 FO0572'U.S.B.M., AND LEVEL WITH THE ROAD.  A STANDARD DISK, STAMPED F 83 1934
 FO0572'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE
 FO0572'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1149 ***********************************************************************
 GL1149  DESIGNATION -  F 84
 GL1149  PID         -  GL1149
 GL1149  STATE/COUNTY-  NM/UNION
 GL1149  USGS QUAD   -  ALPS MESA (1972)
 GL1149
 GL1149                         *CURRENT SURVEY CONTROL
 GL1149  ___________________________________________________________________
 GL1149* NAD 83(1986)-  36 54 14.     (N)    103 55 24.     (W)     SCALED    
 GL1149* NAVD 88     -      1959.199  (meters)    6427.81   (feet)  ADJUSTED  
 GL1149  ___________________________________________________________________
 GL1149  GEOID HEIGHT-         -19.06  (meters)                     GEOID03
 GL1149  DYNAMIC HT  -        1956.746 (meters)    6419.76  (feet)  COMP
 GL1149  MODELED GRAV-     979,309.0   (mgal)                       NAVD 88
 GL1149
 GL1149  VERT ORDER  -  SECOND    CLASS 0
 GL1149
 GL1149.The horizontal coordinates were scaled from a topographic map and have
 GL1149.an estimated accuracy of +/- 6 seconds.
 GL1149
 GL1149.The orthometric height was determined by differential leveling
 GL1149.and adjusted by the National Geodetic Survey in June 1991..
 GL1149
 GL1149.The geoid height was determined by GEOID03.
 GL1149
 GL1149.The dynamic height is computed by dividing the NAVD 88
 GL1149.geopotential number by the normal gravity value computed on the
 GL1149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL1149.degrees latitude (g = 980.6199 gals.).
 GL1149
 GL1149.The modeled gravity was interpolated from observed gravity values.
 GL1149
 GL1149;                    North         East    Units  Estimated Accuracy
 GL1149;SPC NM E     -   654,890.      201,540.      MT  (+/- 180 meters Scaled)
 GL1149
 GL1149                          SUPERSEDED SURVEY CONTROL
 GL1149
 GL1149  NGVD 29 (??/??/92) 1958.158  (m)         6424.39   (f) ADJ UNCH    2 0
 GL1149
 GL1149.Superseded values are not recommended for survey control.
 GL1149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1149.See file dsdata.txt to determine how the superseded data were derived.
 GL1149
 GL1149_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEA959847(NAD 83)
 GL1149_MARKER: DB = BENCH MARK DISK
 GL1149_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL1149_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL1149_STAMPING: F-84 1934
 GL1149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL1149+STABILITY: SURFACE MOTION
 GL1149
 GL1149  HISTORY     - Date     Condition        Report By
 GL1149  HISTORY     - 1934     MONUMENTED       CGS
 GL1149
 GL1149                          STATION DESCRIPTION
 GL1149
 GL1149'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GL1149'5.8 MI N FROM FOLSOM.
 GL1149'5.8 MI N ON C. AND S. RY ABOUT 0.8 MI N OF TOWANDA, 1 POLE W OF MILE
 GL1149'POLE 276, ABOUT 30 YDS E OF THE EASTERN END OF A SMALL CUT, 54 FEET S
 GL1149'OF THE CENTERLINE OF THE TRACK, AND 1 FOOT N OF A FENCELINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0783 ***********************************************************************
 DS0783  DESIGNATION -  F 85
 DS0783  PID         -  DS0783
 DS0783  STATE/COUNTY-  NM/SOCORRO
 DS0783  USGS QUAD   -  FORT CRAIG (1980)
 DS0783
 DS0783                         *CURRENT SURVEY CONTROL
 DS0783  ___________________________________________________________________
 DS0783* NAD 83(1986)-  33 40 52.     (N)    107 04 06.     (W)     SCALED    
 DS0783* NAVD 88     -      1457.474  (meters)    4781.73   (feet)  ADJUSTED  
 DS0783  ___________________________________________________________________
 DS0783  GEOID HEIGHT-         -22.76  (meters)                     GEOID03
 DS0783  DYNAMIC HT  -        1455.363 (meters)    4774.80  (feet)  COMP
 DS0783  MODELED GRAV-     979,137.7   (mgal)                       NAVD 88
 DS0783
 DS0783  VERT ORDER  -  FIRST     CLASS II
 DS0783
 DS0783.The horizontal coordinates were scaled from a topographic map and have
 DS0783.an estimated accuracy of +/- 6 seconds.
 DS0783
 DS0783.The orthometric height was determined by differential leveling
 DS0783.and adjusted by the National Geodetic Survey in June 1991..
 DS0783.WARNING-Repeat measurements at this control monument indicate possible
 DS0783.vertical movement.
 DS0783
 DS0783.The geoid height was determined by GEOID03.
 DS0783
 DS0783.The dynamic height is computed by dividing the NAVD 88
 DS0783.geopotential number by the normal gravity value computed on the
 DS0783.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0783.degrees latitude (g = 980.6199 gals.).
 DS0783
 DS0783.The modeled gravity was interpolated from observed gravity values.
 DS0783
 DS0783;                    North         East    Units  Estimated Accuracy
 DS0783;SPC NM C     -   297,590.      424,120.      MT  (+/- 180 meters Scaled)
 DS0783
 DS0783                          SUPERSEDED SURVEY CONTROL
 DS0783
 DS0783  NGVD 29 (??/??/92) 1456.756  (m)         4779.37   (f) ADJ UNCH    1 2
 DS0783
 DS0783.Superseded values are not recommended for survey control.
 DS0783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0783.See file dsdata.txt to determine how the superseded data were derived.
 DS0783
 DS0783_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT082287(NAD 83)
 DS0783_MARKER: DB = BENCH MARK DISK
 DS0783_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0783_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0783_STAMPING: F 85 1934
 DS0783_PROJECTION: PROJECTING 30 CENTIMETERS
 DS0783_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0783+STABILITY: SURFACE MOTION
 DS0783
 DS0783  HISTORY     - Date     Condition        Report By
 DS0783  HISTORY     - 1934     MONUMENTED       CGS
 DS0783  HISTORY     - 1950     GOOD             NGS
 DS0783  HISTORY     - 1980     GOOD             NGS
 DS0783
 DS0783                          STATION DESCRIPTION
 DS0783
 DS0783'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 DS0783'21.1 MI SW FROM SAN ANTONIO.
 DS0783'21.1 MILES SOUTHWEST ALONG U.S. HIGHWAY 85 FROM THE ATCHISON, TOPEKA
 DS0783'AND SANTA FE RAILROAD STATION AT SAN ANTONIO, AT THE INTERSECTION OF
 DS0783'THE OLD AND NEW HIGHWAYS, 258 FEET SOUTHEAST OF THE CENTER LINE OF THE
 DS0783'NEW HIGHWAY, 52 FEET NORTH OF THE CENTER LINE OF THE OLD HIGHWAY, 83
 DS0783'FEET EAST OF POWER POLE 315, 3.2 FEET NORTHEAST OF A WITNESS POST, SET
 DS0783'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE
 DS0783'GROUND.
 DS0783
 DS0783                          STATION RECOVERY (1980)
 DS0783
 DS0783'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DS0783'0.2 KILOMETER (0.1 MILE) EAST ALONG U.S. HIGHWAY 380 FROM THE POST
 DS0783'OFFICE IN SAN ANTONIO, THENCE 34.4 KILOMETERS (21.4 MILES) SOUTH
 DS0783'ALONG STATE HIGHWAY 1, AT A DIRT ROAD CROSSING, 78.6 METERS
 DS0783'(258.0 FEET) SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 27.9 METERS
 DS0783'(91.5 FEET) EAST OF POWER POLE NUMBER 408 AND 14.2 METERS
 DS0783'(46.5 FEET) NORTH OF THE CENTER OF THE ROAD.
 DS0783'THE MARK IS 0.5 METERS  WNW FROM A WITNESS POST.
 DS0783'THE MARK IS 0.6 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0976 ***********************************************************************
 DS0976  DESIGNATION -  F 86
 DS0976  PID         -  DS0976
 DS0976  STATE/COUNTY-  NM/SOCORRO
 DS0976  USGS QUAD   -  DUSTY (1995)
 DS0976
 DS0976                         *CURRENT SURVEY CONTROL
 DS0976  ___________________________________________________________________
 DS0976* NAD 83(1986)-  33 38 42.     (N)    107 39 40.     (W)     SCALED    
 DS0976* NAVD 88     -      1988.925  (meters)    6525.33   (feet)  ADJUSTED  
 DS0976  ___________________________________________________________________
 DS0976  GEOID HEIGHT-         -22.20  (meters)                     GEOID03
 DS0976  DYNAMIC HT  -        1985.778 (meters)    6515.01  (feet)  COMP
 DS0976  MODELED GRAV-     978,983.9   (mgal)                       NAVD 88
 DS0976
 DS0976  VERT ORDER  -  SECOND    CLASS 0
 DS0976
 DS0976.The horizontal coordinates were scaled from a topographic map and have
 DS0976.an estimated accuracy of +/- 6 seconds.
 DS0976
 DS0976.The orthometric height was determined by differential leveling
 DS0976.and adjusted by the National Geodetic Survey in June 1991..
 DS0976
 DS0976.The geoid height was determined by GEOID03.
 DS0976
 DS0976.The dynamic height is computed by dividing the NAVD 88
 DS0976.geopotential number by the normal gravity value computed on the
 DS0976.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0976.degrees latitude (g = 980.6199 gals.).
 DS0976
 DS0976.The modeled gravity was interpolated from observed gravity values.
 DS0976
 DS0976;                    North         East    Units  Estimated Accuracy
 DS0976;SPC NM C     -   294,180.      369,100.      MT  (+/- 180 meters Scaled)
 DS0976
 DS0976                          SUPERSEDED SURVEY CONTROL
 DS0976
 DS0976  NGVD 29 (??/??/92) 1987.994  (m)         6522.28   (f) ADJ UNCH    2 0
 DS0976
 DS0976.Superseded values are not recommended for survey control.
 DS0976.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0976.See file dsdata.txt to determine how the superseded data were derived.
 DS0976
 DS0976_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBT532259(NAD 83)
 DS0976_MARKER: DB = BENCH MARK DISK
 DS0976_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0976_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0976_STAMPING: F-86 1934
 DS0976_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0976+STABILITY: SURFACE MOTION
 DS0976
 DS0976  HISTORY     - Date     Condition        Report By
 DS0976  HISTORY     - 1934     MONUMENTED       CGS
 DS0976
 DS0976                          STATION DESCRIPTION
 DS0976
 DS0976'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DS0976'5.8 MI N FROM OJO CALIENTE.
 DS0976'5.8 MI N OF ROAD TO FRENCHMAN WELL AND MAGDALENA (6.2 MI S OF TUCKERS
 DS0976'RANCH) ABOUT 84 YDS NW OF A TURN IN THE ROAD, AND AN ANGLE CORNER IN
 DS0976'THE FENCE.  27 FEET S W OF THE CENTERLINE OF THE ROAD,  AND 2 FEET NE
 DS0976'OF A 4-STRAND WIRE FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0731 ***********************************************************************
 CX0731  DESIGNATION -  F 87
 CX0731  PID         -  CX0731
 CX0731  STATE/COUNTY-  NM/DONA ANA
 CX0731  USGS QUAD   -  ORGAN (1994)
 CX0731
 CX0731                         *CURRENT SURVEY CONTROL
 CX0731  ___________________________________________________________________
 CX0731* NAD 83(1986)-  32 26 09.     (N)    106 32 50.     (W)     SCALED    
 CX0731* NAVD 88     -      1612.988  (meters)    5291.94   (feet)  ADJUSTED  
 CX0731  ___________________________________________________________________
 CX0731  GEOID HEIGHT-         -23.37  (meters)                     GEOID03
 CX0731  DYNAMIC HT  -        1610.502 (meters)    5283.79  (feet)  COMP
 CX0731  MODELED GRAV-     979,039.9   (mgal)                       NAVD 88
 CX0731
 CX0731  VERT ORDER  -  SECOND    CLASS 0
 CX0731
 CX0731.The horizontal coordinates were scaled from a topographic map and have
 CX0731.an estimated accuracy of +/- 6 seconds.
 CX0731
 CX0731.The orthometric height was determined by differential leveling
 CX0731.and adjusted by the National Geodetic Survey in June 1991..
 CX0731
 CX0731.The geoid height was determined by GEOID03.
 CX0731
 CX0731.The dynamic height is computed by dividing the NAVD 88
 CX0731.geopotential number by the normal gravity value computed on the
 CX0731.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0731.degrees latitude (g = 980.6199 gals.).
 CX0731
 CX0731.The modeled gravity was interpolated from observed gravity values.
 CX0731
 CX0731;                    North         East    Units  Estimated Accuracy
 CX0731;SPC NM C     -   159,230.      472,050.      MT  (+/- 180 meters Scaled)
 CX0731
 CX0731                          SUPERSEDED SURVEY CONTROL
 CX0731
 CX0731  NGVD 29 (??/??/92) 1612.340  (m)         5289.82   (f) ADJ UNCH    2 0
 CX0731
 CX0731.Superseded values are not recommended for survey control.
 CX0731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0731.See file dsdata.txt to determine how the superseded data were derived.
 CX0731
 CX0731_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR545898(NAD 83)
 CX0731_MARKER: DB = BENCH MARK DISK
 CX0731_SETTING: 80 = SET IN A BOULDER
 CX0731_STAMPING: F 87 1934
 CX0731_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX0731+STABILITY: SURFACE MOTION
 CX0731
 CX0731  HISTORY     - Date     Condition        Report By
 CX0731  HISTORY     - 1934     MONUMENTED       CGS
 CX0731  HISTORY     - 1953     GOOD             NGS
 CX0731
 CX0731                          STATION DESCRIPTION
 CX0731
 CX0731'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CX0731'3.6 MI NE FROM ORGAN.
 CX0731'3.6 MILES NORTHEAST ALONG U. S. HIGHWAY 70 FROM THE POST OFFICE AT
 CX0731'ORGAN, 1.45 MILES NORTHEAST OF THE TOP OF SAN AUGUSTINE PASS (ALSO
 CX0731'CALLED ORGAN PASS), 183 FEET WEST OF THE WEST END OF THE SOUTH
 CX0731'HEADWALL OF A 6-FOOT CONCRETE CULVERT, 57 FEET SOUTH OF THE CENTER
 CX0731'LINE OF THE HIGHWAY, 103 FEET NORTH NORTHEAST OF THE MOST NORTHERLY
 CX0731'ONE OF TRIPLE POWER LINE POLES BRACED BY THREE GUY WIRES, 18.2 FEET
 CX0731'NORTH OF THE SOUTH RIGHT-OF-WAY FENCE, ABOUT 1 FOOT LOWER THAN THE
 CX0731'HIGHWAY, AND SET IN THE TOP OF A GRANITE BOULDER WHICH IS AT THE NORTH
 CX0731'EDGE OF A BOULDER COVERED KNOLL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0732 ***********************************************************************
 CX0732  DESIGNATION -  F 87 RESET
 CX0732  PID         -  CX0732
 CX0732  STATE/COUNTY-  NM/DONA ANA
 CX0732  USGS QUAD   -  ORGAN (1994)
 CX0732
 CX0732                         *CURRENT SURVEY CONTROL
 CX0732  ___________________________________________________________________
 CX0732* NAD 83(1986)-  32 26 08.     (N)    106 32 50.     (W)     SCALED    
 CX0732* NAVD 88     -      1611.71   (+/-2cm)    5287.8    (feet)  VERTCON   
 CX0732  ___________________________________________________________________
 CX0732  GEOID HEIGHT-         -23.37  (meters)                     GEOID03
 CX0732
 CX0732  VERT ORDER  -  THIRD (See Below)
 CX0732
 CX0732.The horizontal coordinates were scaled from a topographic map and have
 CX0732.an estimated accuracy of +/- 6 seconds.
 CX0732
 CX0732.The NAVD 88 height was computed by applying the VERTCON shift value to
 CX0732.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CX0732.The vertical order pertains to the NGVD 29 superseded value.
 CX0732
 CX0732.The geoid height was determined by GEOID03.
 CX0732
 CX0732;                    North         East    Units  Estimated Accuracy
 CX0732;SPC NM C     -   159,200.      472,050.      MT  (+/- 180 meters Scaled)
 CX0732
 CX0732                          SUPERSEDED SURVEY CONTROL
 CX0732
 CX0732  NGVD 29 (??/??/??) 1611.05   (m)         5285.6    (f) RESET       3  
 CX0732
 CX0732.Superseded values are not recommended for survey control.
 CX0732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0732.See file dsdata.txt to determine how the superseded data were derived.
 CX0732
 CX0732_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR545897(NAD 83)
 CX0732_MARKER: DD = SURVEY DISK
 CX0732_SETTING: 80 = SET IN A BOULDER
 CX0732_STAMPING: F 87 RESET 1957
 CX0732_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX0732+STABILITY: SURFACE MOTION
 CX0732
 CX0732  HISTORY     - Date     Condition        Report By
 CX0732  HISTORY     - 1957     MONUMENTED       MNHD
 CX0732
 CX0732                          STATION DESCRIPTION
 CX0732
 CX0732'DESCRIBED BY MN HIGHWAY DEPT 1957
 CX0732'3.6 MI NE FROM ORGAN.
 CX0732'3.6 MILES NORTHEAST ALONG U.S. HIGHWAY 70 FROM THE POST OFFICE AT
 CX0732'ORGAN, 1.4 MILES MILES NORTHEAST OF THE TOP OF SAN AUGUSTINE PASS
 CX0732'(ALSO CALLED ORGAN PASS), AND 96.22 FEET RIGHT OF ROADWAY STATION
 CX0732'932+35.34 ON PROJECT F-018-1(4).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0308 ***********************************************************************
 CW0308  DESIGNATION -  F 89 RESET
 CW0308  PID         -  CW0308
 CW0308  STATE/COUNTY-  NM/CHAVES
 CW0308  USGS QUAD   -  THIMBLE CANYON (1989)
 CW0308
 CW0308                         *CURRENT SURVEY CONTROL
 CW0308  ___________________________________________________________________
 CW0308* NAD 83(1986)-  32 55 56.     (N)    105 14 57.     (W)     SCALED    
 CW0308* NAVD 88     -      1726.83   (meters)    5665.4    (feet)  RESET     
 CW0308  ___________________________________________________________________
 CW0308  GEOID HEIGHT-         -20.94  (meters)                     GEOID03
 CW0308
 CW0308  VERT ORDER  -  THIRD
 CW0308
 CW0308.The horizontal coordinates were scaled from a topographic map and have
 CW0308.an estimated accuracy of +/- 6 seconds.
 CW0308
 CW0308.The orthometric height was computed from unverified reset data.
 CW0308
 CW0308.The geoid height was determined by GEOID03.
 CW0308
 CW0308;                    North         East    Units  Estimated Accuracy
 CW0308;SPC NM E     -   214,610.       79,350.      MT  (+/- 180 meters Scaled)
 CW0308
 CW0308                          SUPERSEDED SURVEY CONTROL
 CW0308
 CW0308.No superseded survey control is available for this station.
 CW0308
 CW0308_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDS767438(NAD 83)
 CW0308_MARKER: DD = SURVEY DISK
 CW0308_SETTING: 66 = SET IN ROCK OUTCROP
 CW0308_SP_SET: OUTCROP
 CW0308_STAMPING: F-89 1934 RESET 1965
 CW0308_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CW0308+STABILITY: POSITION/ELEVATION WELL
 CW0308
 CW0308  HISTORY     - Date     Condition        Report By
 CW0308  HISTORY     - 1965     MONUMENTED       NMHD
 CW0308
 CW0308                          STATION DESCRIPTION
 CW0308
 CW0308'DESCRIBED BY NM HIGHWAY DEPT 1965
 CW0308'17.6 MI E FROM MAYHILL.
 CW0308'IN CHAVES COUNTY, 17.6 MILES EAST ALONG U.S. HIGHWAY 82 FROM THE POST
 CW0308'OFFICE AT MAYHILL, OTERO COUNTY, 0.2 MILE NORTH OF A 10 X 10 IN.
 CW0308'CONCRETE BOX CULVERT, 115 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY,
 CW0308'40 FEET NORTH OF A FENCE, AND IN THE TOP OF A LIMESTONE OUTCROP. A
 CW0308'STANDARD DISK, STAMPED F-89 1934 RESET 1965.  NOTE-- USE WITH CAUTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0091 ***********************************************************************
 DR0091  DESIGNATION -  F 9
 DR0091  PID         -  DR0091
 DR0091  STATE/COUNTY-  NM/CHAVES
 DR0091  USGS QUAD   -  SOUTH SPRING (1975)
 DR0091
 DR0091                         *CURRENT SURVEY CONTROL
 DR0091  ___________________________________________________________________
 DR0091* NAD 83(1986)-  33 20 47.     (N)    104 28 52.     (W)     SCALED    
 DR0091* NAVD 88     -      1088.085  (meters)    3569.83   (feet)  POSTED    
 DR0091  ___________________________________________________________________
 DR0091  GEOID HEIGHT-         -23.19  (meters)                     GEOID03
 DR0091  DYNAMIC HT  -        1086.600 (meters)    3564.95  (feet)  COMP
 DR0091  MODELED GRAV-     979,238.7   (mgal)                       NAVD 88
 DR0091
 DR0091  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 DR0091
 DR0091.The horizontal coordinates were scaled from a topographic map and have
 DR0091.an estimated accuracy of +/- 6 seconds.
 DR0091
 DR0091.The orthometric height was determined by differential leveling
 DR0091.and adjusted by the National Geodetic Survey in 1992..
 DR0091.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 DR0091.rate of 0.0 thru 1.0 mm/km.
 DR0091
 DR0091.The geoid height was determined by GEOID03.
 DR0091
 DR0091.The dynamic height is computed by dividing the NAVD 88
 DR0091.geopotential number by the normal gravity value computed on the
 DR0091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0091.degrees latitude (g = 980.6199 gals.).
 DR0091
 DR0091.The modeled gravity was interpolated from observed gravity values.
 DR0091
 DR0091;                    North         East    Units  Estimated Accuracy
 DR0091;SPC NM E     -   260,180.      151,250.      MT  (+/- 180 meters Scaled)
 DR0091
 DR0091                          SUPERSEDED SURVEY CONTROL
 DR0091
 DR0091.No superseded survey control is available for this station.
 DR0091
 DR0091_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES482898(NAD 83)
 DR0091_MARKER: DB = BENCH MARK DISK
 DR0091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR0091_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DR0091_STAMPING: F 9 1916
 DR0091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR0091+STABILITY: SURFACE MOTION
 DR0091
 DR0091  HISTORY     - Date     Condition        Report By
 DR0091  HISTORY     - 1916     MONUMENTED       CGS
 DR0091  HISTORY     - 1957     MARK NOT FOUND   NGS
 DR0091
 DR0091                          STATION DESCRIPTION
 DR0091
 DR0091'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 DR0091'4.3 MI S FROM ROSWELL.
 DR0091'ORIGINAL DESCRIPTION-- 4.3 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND
 DR0091'SANTA FE RAILWAY FROM THE STATION AT ROSWELL, 3 POLES SOUTH OF
 DR0091'MILEPOST 112, ON THE WEST SIDE OF THE TRACK, AND IN THE RIGHT-OF-WAY
 DR0091'LINE.  A STANDARD DISK, STAMPED F 9 1916 AND SET IN THE TOP OF A
 DR0091'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0286 ***********************************************************************
 CW0286  DESIGNATION -  F 90
 CW0286  PID         -  CW0286
 CW0286  STATE/COUNTY-  NM/EDDY
 CW0286  USGS QUAD   -  HOPE SE (1956)
 CW0286
 CW0286                         *CURRENT SURVEY CONTROL
 CW0286  ___________________________________________________________________
 CW0286* NAD 83(1986)-  32 50 03.     (N)    104 37 09.     (W)     SCALED    
 CW0286* NAVD 88     -      1168.155  (meters)    3832.52   (feet)  ADJUSTED  
 CW0286  ___________________________________________________________________
 CW0286  GEOID HEIGHT-         -22.84  (meters)                     GEOID03
 CW0286  DYNAMIC HT  -        1166.499 (meters)    3827.09  (feet)  COMP
 CW0286  MODELED GRAV-     979,180.0   (mgal)                       NAVD 88
 CW0286
 CW0286  VERT ORDER  -  SECOND    CLASS 0
 CW0286
 CW0286.The horizontal coordinates were scaled from a topographic map and have
 CW0286.an estimated accuracy of +/- 6 seconds.
 CW0286
 CW0286.The orthometric height was determined by differential leveling
 CW0286.and adjusted by the National Geodetic Survey in June 1991..
 CW0286
 CW0286.The geoid height was determined by GEOID03.
 CW0286
 CW0286.The dynamic height is computed by dividing the NAVD 88
 CW0286.geopotential number by the normal gravity value computed on the
 CW0286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0286.degrees latitude (g = 980.6199 gals.).
 CW0286
 CW0286.The modeled gravity was interpolated from observed gravity values.
 CW0286
 CW0286;                    North         East    Units  Estimated Accuracy
 CW0286;SPC NM E     -   203,400.      138,240.      MT  (+/- 180 meters Scaled)
 CW0286
 CW0286                          SUPERSEDED SURVEY CONTROL
 CW0286
 CW0286  NGVD 29 (??/??/92) 1167.654  (m)         3830.88   (f) ADJ UNCH    2 0
 CW0286
 CW0286.Superseded values are not recommended for survey control.
 CW0286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0286.See file dsdata.txt to determine how the superseded data were derived.
 CW0286
 CW0286_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES356329(NAD 83)
 CW0286_MARKER: DB = BENCH MARK DISK
 CW0286_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CW0286_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CW0286_STAMPING: F-90 1934
 CW0286_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CW0286+STABILITY: SURFACE MOTION
 CW0286
 CW0286  HISTORY     - Date     Condition        Report By
 CW0286  HISTORY     - 1934     MONUMENTED       CGS
 CW0286
 CW0286                          STATION DESCRIPTION
 CW0286
 CW0286'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CW0286'8.0 MI E FROM HOPE.
 CW0286'8.0 MI. E. ALONG STATE NO. 83 0.1 MI. W. OF A 2 GANG 18 IN. G.I.
 CW0286'CULVERT, 56 FT. E. OF THE CENTER LINE OF THE ROAD, AND 1 FT. W. OF THE
 CW0286'E. RIGHT OF WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0359 ***********************************************************************
 DR0359  DESIGNATION -  F 91
 DR0359  PID         -  DR0359
 DR0359  STATE/COUNTY-  NM/CHAVES
 DR0359  USGS QUAD   -  PETERS LAKE (1975)
 DR0359
 DR0359                         *CURRENT SURVEY CONTROL
 DR0359  ___________________________________________________________________
 DR0359* NAD 83(1986)-  33 11 01.     (N)    104 34 41.     (W)     SCALED    
 DR0359* NAVD 88     -      1145.279  (meters)    3757.47   (feet)  ADJUSTED  
 DR0359  ___________________________________________________________________
 DR0359  GEOID HEIGHT-         -22.94  (meters)                     GEOID03
 DR0359  DYNAMIC HT  -        1143.696 (meters)    3752.28  (feet)  COMP
 DR0359  MODELED GRAV-     979,215.9   (mgal)                       NAVD 88
 DR0359
 DR0359  VERT ORDER  -  SECOND    CLASS 0
 DR0359
 DR0359.The horizontal coordinates were scaled from a topographic map and have
 DR0359.an estimated accuracy of +/- 6 seconds.
 DR0359
 DR0359.The orthometric height was determined by differential leveling
 DR0359.and adjusted by the National Geodetic Survey in June 1991..
 DR0359
 DR0359.The geoid height was determined by GEOID03.
 DR0359
 DR0359.The dynamic height is computed by dividing the NAVD 88
 DR0359.geopotential number by the normal gravity value computed on the
 DR0359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0359.degrees latitude (g = 980.6199 gals.).
 DR0359
 DR0359.The modeled gravity was interpolated from observed gravity values.
 DR0359
 DR0359;                    North         East    Units  Estimated Accuracy
 DR0359;SPC NM E     -   242,140.      142,180.      MT  (+/- 180 meters Scaled)
 DR0359
 DR0359                          SUPERSEDED SURVEY CONTROL
 DR0359
 DR0359  NGVD 29 (??/??/92) 1144.714  (m)         3755.62   (f) ADJ UNCH    2 0
 DR0359
 DR0359.Superseded values are not recommended for survey control.
 DR0359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0359.See file dsdata.txt to determine how the superseded data were derived.
 DR0359
 DR0359_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES393717(NAD 83)
 DR0359_MARKER: DB = BENCH MARK DISK
 DR0359_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR0359_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DR0359_STAMPING: F-91 1934
 DR0359_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR0359+STABILITY: SURFACE MOTION
 DR0359
 DR0359  HISTORY     - Date     Condition        Report By
 DR0359  HISTORY     - 1934     MONUMENTED       CGS
 DR0359
 DR0359                          STATION DESCRIPTION
 DR0359
 DR0359'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DR0359'13.0 MI NE FROM FELIX.
 DR0359'13.0 MI. N.E. ALONG STATE NO. 13.  1.0 MI. S. OF A CATTLE GUARD, FENCE
 DR0359'LINE AND TELEPHONE LINE XING ROAD, 95 FT. S. OF A SIGN MARKED WINDING
 DR0359'ROAD, AND 40 FT. W. OF THE CENTER LINE OF THE ROAD, ABOUT LEVEL WITH
 DR0359'THE ROAD BED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0454 ***********************************************************************
 DR0454  DESIGNATION -  F 92
 DR0454  PID         -  DR0454
 DR0454  STATE/COUNTY-  NM/CHAVES
 DR0454  USGS QUAD   -  MESA SE (1982)
 DR0454
 DR0454                         *CURRENT SURVEY CONTROL
 DR0454  ___________________________________________________________________
 DR0454* NAD 83(1986)-  33 49 11.     (N)    104 34 36.     (W)     SCALED    
 DR0454* NAVD 88     -      1226.006  (meters)    4022.32   (feet)  POSTED    
 DR0454  ___________________________________________________________________
 DR0454  GEOID HEIGHT-         -23.31  (meters)                     GEOID03
 DR0454  DYNAMIC HT  -        1224.330 (meters)    4016.82  (feet)  COMP
 DR0454  MODELED GRAV-     979,228.4   (mgal)                       NAVD 88
 DR0454
 DR0454  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 DR0454
 DR0454.The horizontal coordinates were scaled from a topographic map and have
 DR0454.an estimated accuracy of +/- 6 seconds.
 DR0454
 DR0454.The orthometric height was determined by differential leveling
 DR0454.and adjusted by the National Geodetic Survey in 1992..
 DR0454.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 DR0454.rate of 0.0 thru 1.0 mm/km.
 DR0454
 DR0454.The geoid height was determined by GEOID03.
 DR0454
 DR0454.The dynamic height is computed by dividing the NAVD 88
 DR0454.geopotential number by the normal gravity value computed on the
 DR0454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0454.degrees latitude (g = 980.6199 gals.).
 DR0454
 DR0454.The modeled gravity was interpolated from observed gravity values.
 DR0454
 DR0454;                    North         East    Units  Estimated Accuracy
 DR0454;SPC NM E     -   312,690.      142,470.      MT  (+/- 180 meters Scaled)
 DR0454
 DR0454                          SUPERSEDED SURVEY CONTROL
 DR0454
 DR0454  NGVD 29 (??/??/92) 1225.401  (m)         4020.34   (f) ADJ UNCH    2 0
 DR0454
 DR0454.Superseded values are not recommended for survey control.
 DR0454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0454.See file dsdata.txt to determine how the superseded data were derived.
 DR0454
 DR0454_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SET391422(NAD 83)
 DR0454_MARKER: DB = BENCH MARK DISK
 DR0454_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR0454_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DR0454_STAMPING: F 92 1934
 DR0454_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR0454+STABILITY: SURFACE MOTION
 DR0454
 DR0454  HISTORY     - Date     Condition        Report By
 DR0454  HISTORY     - 1934     MONUMENTED       CGS
 DR0454  HISTORY     - 1966     GOOD             USGS
 DR0454
 DR0454                          STATION DESCRIPTION
 DR0454
 DR0454'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 DR0454'30.9 MI N FROM ROSWELL.
 DR0454'30.9 MILES NORTH ALONG U. S. HIGHWAY 285 FROM THE COURTHOUSE AT
 DR0454'ROSWELL, CHAVES COUNTY, 0.2 MILE NORTH OF A T-ROAD WEST, 330 FEET WEST
 DR0454'OF THE CENTERLINE OF THE PRESENT HIGHWAY, 43 FEET WEST OF THE
 DR0454'CENTERLINE OF THE OLD HIGHWAY.  A STANDARD DISK STAMPED F 92 1934 AND
 DR0454'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0146 ***********************************************************************
 EP0146  DESIGNATION -  F 93
 EP0146  PID         -  EP0146
 EP0146  STATE/COUNTY-  NM/GUADALUPE
 EP0146  USGS QUAD   -  LOCO DRAW (1981)
 EP0146
 EP0146                         *CURRENT SURVEY CONTROL
 EP0146  ___________________________________________________________________
 EP0146* NAD 83(1986)-  34 21 09.     (N)    104 58 30.     (W)     SCALED    
 EP0146* NAVD 88     -      1710.216  (meters)    5610.93   (feet)  ADJUSTED  
 EP0146  ___________________________________________________________________
 EP0146  GEOID HEIGHT-         -22.20  (meters)                     GEOID03
 EP0146  DYNAMIC HT  -        1707.760 (meters)    5602.88  (feet)  COMP
 EP0146  MODELED GRAV-     979,139.3   (mgal)                       NAVD 88
 EP0146
 EP0146  VERT ORDER  -  SECOND    CLASS 0
 EP0146
 EP0146.The horizontal coordinates were scaled from a topographic map and have
 EP0146.an estimated accuracy of +/- 6 seconds.
 EP0146
 EP0146.The orthometric height was determined by differential leveling
 EP0146.and adjusted by the National Geodetic Survey in June 1991..
 EP0146
 EP0146.The geoid height was determined by GEOID03.
 EP0146
 EP0146.The dynamic height is computed by dividing the NAVD 88
 EP0146.geopotential number by the normal gravity value computed on the
 EP0146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EP0146.degrees latitude (g = 980.6199 gals.).
 EP0146
 EP0146.The modeled gravity was interpolated from observed gravity values.
 EP0146
 EP0146;                    North         East    Units  Estimated Accuracy
 EP0146;SPC NM E     -   371,940.      105,970.      MT  (+/- 180 meters Scaled)
 EP0146
 EP0146                          SUPERSEDED SURVEY CONTROL
 EP0146
 EP0146  NGVD 29 (??/??/92) 1709.427  (m)         5608.35   (f) ADJ UNCH    2 0
 EP0146
 EP0146.Superseded values are not recommended for survey control.
 EP0146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EP0146.See file dsdata.txt to determine how the superseded data were derived.
 EP0146
 EP0146_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEU022012(NAD 83)
 EP0146_MARKER: DB = BENCH MARK DISK
 EP0146_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EP0146_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EP0146_STAMPING: F-93 1934
 EP0146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EP0146+STABILITY: SURFACE MOTION
 EP0146
 EP0146  HISTORY     - Date     Condition        Report By
 EP0146  HISTORY     - 1934     MONUMENTED       CGS
 EP0146  HISTORY     - 1975     GOOD             USGS
 EP0146
 EP0146                          STATION DESCRIPTION
 EP0146
 EP0146'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EP0146'9.4 MI NW FROM RAMON.
 EP0146'9.4 MI. N.W. ALONG STATE NO. 2 ABOUT MID-WAY BETWEEN TWO DIPS IN THE
 EP0146'ROAD, 0.7 MI. N. OF THE GUADALUPE-LINCOLN COUNTY LINE, AND 38 FT. E.
 EP0146'OF THE CENTER LINE OF THE ROAD.
 EP0146
 EP0146                          STATION RECOVERY (1975)
 EP0146
 EP0146'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 EP0146'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0234 ***********************************************************************
 DR0234  DESIGNATION -  F 94
 DR0234  PID         -  DR0234
 DR0234  STATE/COUNTY-  NM/CHAVES
 DR0234  USGS QUAD   -  BOTTOMLESS LAKES (1950)
 DR0234
 DR0234                         *CURRENT SURVEY CONTROL
 DR0234  ___________________________________________________________________
 DR0234* NAD 83(1986)-  33 22 01.     (N)    104 20 06.     (W)     SCALED    
 DR0234* NAVD 88     -      1063.181  (meters)    3488.12   (feet)  POSTED    
 DR0234  ___________________________________________________________________
 DR0234  GEOID HEIGHT-         -23.26  (meters)                     GEOID03
 DR0234  DYNAMIC HT  -        1061.730 (meters)    3483.36  (feet)  COMP
 DR0234  MODELED GRAV-     979,238.9   (mgal)                       NAVD 88
 DR0234
 DR0234  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 DR0234
 DR0234.The horizontal coordinates were scaled from a topographic map and have
 DR0234.an estimated accuracy of +/- 6 seconds.
 DR0234
 DR0234.The orthometric height was determined by differential leveling
 DR0234.and adjusted by the National Geodetic Survey in 1992..
 DR0234.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 DR0234.rate of 3.1 thru 4.0 mm/km.
 DR0234
 DR0234.The geoid height was determined by GEOID03.
 DR0234
 DR0234.The dynamic height is computed by dividing the NAVD 88
 DR0234.geopotential number by the normal gravity value computed on the
 DR0234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0234.degrees latitude (g = 980.6199 gals.).
 DR0234
 DR0234.The modeled gravity was interpolated from observed gravity values.
 DR0234
 DR0234;                    North         East    Units  Estimated Accuracy
 DR0234;SPC NM E     -   262,450.      164,850.      MT  (+/- 180 meters Scaled)
 DR0234
 DR0234                          SUPERSEDED SURVEY CONTROL
 DR0234
 DR0234  NGVD 29 (??/??/92) 1062.681  (m)         3486.48   (f) ADJ UNCH    2 0
 DR0234
 DR0234.Superseded values are not recommended for survey control.
 DR0234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0234.See file dsdata.txt to determine how the superseded data were derived.
 DR0234
 DR0234_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES618921(NAD 83)
 DR0234_MARKER: Z = SEE DESCRIPTION
 DR0234_SETTING: 0 = UNSPECIFIED SETTING
 DR0234_STAMPING: F 94 1934
 DR0234_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR0234
 DR0234  HISTORY     - Date     Condition        Report By
 DR0234  HISTORY     - 1934     MONUMENTED       CGS
 DR0234  HISTORY     - 1943     GOOD             NGS
 DR0234
 DR0234                          STATION DESCRIPTION
 DR0234
 DR0234'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 DR0234'14.1 MI SE FROM ROSWELL.
 DR0234'THIS MARK IS NOW 14.1 MILES SOUTHEAST OF THE COURTHOUSE AT ROSWELL, N.
 DR0234'M. ABOUT 8.1 MILES EAST ALONG U.S. HIGHWAY 380 FROM THE COURTHOUSE AT
 DR0234'ROSWELL, N. M., THENCE, 2.0 MILES SOUTH ALONG A DIRT ROAD THRU A
 DR0234'FIELD, THENCE, 4.0 MILES EAST ALONG THE OLD HIGHWAY GRADE.  THE
 DR0234'REFERENCES ON LOCAL OBJECTS STILL HOLD GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0240 ***********************************************************************
 DQ0240  DESIGNATION -  F 95
 DQ0240  PID         -  DQ0240
 DQ0240  STATE/COUNTY-  NM/ROOSEVELT
 DQ0240  USGS QUAD   -  DORA (1984)
 DQ0240
 DQ0240                         *CURRENT SURVEY CONTROL
 DQ0240  ___________________________________________________________________
 DQ0240* NAD 83(1986)-  33 53 19.     (N)    103 20 09.     (W)     SCALED    
 DQ0240* NAVD 88     -      1316.911  (meters)    4320.57   (feet)  ADJUSTED  
 DQ0240  ___________________________________________________________________
 DQ0240  GEOID HEIGHT-         -22.60  (meters)                     GEOID03
 DQ0240  DYNAMIC HT  -        1315.166 (meters)    4314.84  (feet)  COMP
 DQ0240  MODELED GRAV-     979,264.6   (mgal)                       NAVD 88
 DQ0240
 DQ0240  VERT ORDER  -  SECOND    CLASS 0
 DQ0240
 DQ0240.The horizontal coordinates were scaled from a topographic map and have
 DQ0240.an estimated accuracy of +/- 6 seconds.
 DQ0240
 DQ0240.The orthometric height was determined by differential leveling
 DQ0240.and adjusted by the National Geodetic Survey in June 1991..
 DQ0240
 DQ0240.The geoid height was determined by GEOID03.
 DQ0240
 DQ0240.The dynamic height is computed by dividing the NAVD 88
 DQ0240.geopotential number by the normal gravity value computed on the
 DQ0240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0240.degrees latitude (g = 980.6199 gals.).
 DQ0240
 DQ0240.The modeled gravity was interpolated from observed gravity values.
 DQ0240
 DQ0240;                    North         East    Units  Estimated Accuracy
 DQ0240;SPC NM E     -   320,750.      257,270.      MT  (+/- 180 meters Scaled)
 DQ0240
 DQ0240                          SUPERSEDED SURVEY CONTROL
 DQ0240
 DQ0240  NGVD 29 (??/??/92) 1316.368  (m)         4318.78   (f) ADJ UNCH    2 0
 DQ0240
 DQ0240.Superseded values are not recommended for survey control.
 DQ0240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0240.See file dsdata.txt to determine how the superseded data were derived.
 DQ0240
 DQ0240_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFT538510(NAD 83)
 DQ0240_MARKER: DB = BENCH MARK DISK
 DQ0240_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0240_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DQ0240_STAMPING: F-95 1934
 DQ0240_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0240+STABILITY: SURFACE MOTION
 DQ0240
 DQ0240  HISTORY     - Date     Condition        Report By
 DQ0240  HISTORY     - 1934     MONUMENTED       CGS
 DQ0240  HISTORY     - 1972     MARK NOT FOUND   USGS
 DQ0240
 DQ0240                          STATION DESCRIPTION
 DQ0240
 DQ0240'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DQ0240'16.9 MI N FROM MILNESAND.
 DQ0240'16.9 MI. N. ALONG STATE NO. 18 3.5 MI NORTH OF DORA 41 FT. W. OF THE
 DQ0240'CENTER LINE OF HWY., AND 2 FT. E. OF THE FENCE LINE.
 DQ0240
 DQ0240                          STATION RECOVERY (1972)
 DQ0240
 DQ0240'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 DQ0240'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0329 ***********************************************************************
 CV0329  DESIGNATION -  F 96
 CV0329  PID         -  CV0329
 CV0329  STATE/COUNTY-  NM/LEA
 CV0329  USGS QUAD   -  JAL NW (1979)
 CV0329
 CV0329                         *CURRENT SURVEY CONTROL
 CV0329  ___________________________________________________________________
 CV0329* NAD 83(1986)-  32 11 22.     (N)    103 12 01.     (W)     SCALED    
 CV0329* NAVD 88     -       993.980  (meters)    3261.08   (feet)  ADJUSTED  
 CV0329  ___________________________________________________________________
 CV0329  GEOID HEIGHT-         -23.30  (meters)                     GEOID03
 CV0329  DYNAMIC HT  -         992.583 (meters)    3256.50  (feet)  COMP
 CV0329  MODELED GRAV-     979,200.3   (mgal)                       NAVD 88
 CV0329
 CV0329  VERT ORDER  -  SECOND    CLASS 0
 CV0329
 CV0329.The horizontal coordinates were scaled from a topographic map and have
 CV0329.an estimated accuracy of +/- 6 seconds.
 CV0329
 CV0329.The orthometric height was determined by differential leveling
 CV0329.and adjusted by the National Geodetic Survey in June 1991..
 CV0329
 CV0329.The geoid height was determined by GEOID03.
 CV0329
 CV0329.The dynamic height is computed by dividing the NAVD 88
 CV0329.geopotential number by the normal gravity value computed on the
 CV0329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0329.degrees latitude (g = 980.6199 gals.).
 CV0329
 CV0329.The modeled gravity was interpolated from observed gravity values.
 CV0329
 CV0329;                    North         East    Units  Estimated Accuracy
 CV0329;SPC NM E     -   132,440.      271,840.      MT  (+/- 180 meters Scaled)
 CV0329
 CV0329                          SUPERSEDED SURVEY CONTROL
 CV0329
 CV0329  NGVD 29 (??/??/92)  993.571  (m)         3259.74   (f) ADJ UNCH    2 0
 CV0329
 CV0329.Superseded values are not recommended for survey control.
 CV0329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0329.See file dsdata.txt to determine how the superseded data were derived.
 CV0329
 CV0329_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFR696628(NAD 83)
 CV0329_MARKER: DB = BENCH MARK DISK
 CV0329_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0329_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CV0329_STAMPING: F-96 1935
 CV0329_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CV0329+STABILITY: SURFACE MOTION
 CV0329
 CV0329  HISTORY     - Date     Condition        Report By
 CV0329  HISTORY     - 1935     MONUMENTED       CGS
 CV0329
 CV0329                          STATION DESCRIPTION
 CV0329
 CV0329'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 CV0329'6.3 MI N FROM JAL.
 CV0329'6.3 MI. N. ALONG T. AND N.M. RY. 155 FT. E. OF MILE POST NO. 48, 102
 CV0329'FT. E. OF THE CENTER LINE OF TRACK, AND 1 FT. W. OF R.O.W. FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0453 ***********************************************************************
 CV0453  DESIGNATION -  F 97
 CV0453  PID         -  CV0453
 CV0453  STATE/COUNTY-  NM/EDDY
 CV0453  USGS QUAD   -  TOWER HILL SOUTH (1985)
 CV0453
 CV0453                         *CURRENT SURVEY CONTROL
 CV0453  ___________________________________________________________________
 CV0453* NAD 83(1986)-  32 29 59.     (N)    103 54 40.     (W)     SCALED    
 CV0453* NAVD 88     -      1001.803  (meters)    3286.75   (feet)  ADJUSTED  
 CV0453  ___________________________________________________________________
 CV0453  GEOID HEIGHT-         -23.99  (meters)                     GEOID03
 CV0453  DYNAMIC HT  -        1000.383 (meters)    3282.09  (feet)  COMP
 CV0453  MODELED GRAV-     979,187.1   (mgal)                       NAVD 88
 CV0453
 CV0453  VERT ORDER  -  FIRST     CLASS I
 CV0453
 CV0453.The horizontal coordinates were scaled from a topographic map and have
 CV0453.an estimated accuracy of +/- 6 seconds.
 CV0453
 CV0453.The orthometric height was determined by differential leveling
 CV0453.and adjusted by the National Geodetic Survey in June 1991..
 CV0453
 CV0453.The geoid height was determined by GEOID03.
 CV0453
 CV0453.The dynamic height is computed by dividing the NAVD 88
 CV0453.geopotential number by the normal gravity value computed on the
 CV0453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0453.degrees latitude (g = 980.6199 gals.).
 CV0453
 CV0453.The modeled gravity was interpolated from observed gravity values.
 CV0453
 CV0453;                    North         East    Units  Estimated Accuracy
 CV0453;SPC NM E     -   166,360.      204,680.      MT  (+/- 180 meters Scaled)
 CV0453
 CV0453                          SUPERSEDED SURVEY CONTROL
 CV0453
 CV0453  NGVD 29 (??/??/92) 1001.320  (m)         3285.16   (f) ADJ UNCH    1 1
 CV0453
 CV0453.Superseded values are not recommended for survey control.
 CV0453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0453.See file dsdata.txt to determine how the superseded data were derived.
 CV0453
 CV0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFR022963(NAD 83)
 CV0453_MARKER: DB = BENCH MARK DISK
 CV0453_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0453_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CV0453_STAMPING: F-97 1935
 CV0453_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CV0453+STABILITY: SURFACE MOTION
 CV0453
 CV0453  HISTORY     - Date     Condition        Report By
 CV0453  HISTORY     - 1935     MONUMENTED       CGS
 CV0453  HISTORY     - 1977     GOOD             NGS
 CV0453  HISTORY     - 1981     GOOD             NGS
 CV0453
 CV0453                          STATION DESCRIPTION
 CV0453
 CV0453'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 CV0453'21.9 MI E FROM CARLSBAD.
 CV0453'21.9 MI. E. ALONG U.S. NO. 62 125 FT. N E. OF A WOODEN BRIDGE, 112 FT.
 CV0453'N. OF THE CENTER LINE OF HWY., AND 37 FT. W. OF THE CENTER LINE OF A
 CV0453'SIDE ROAD.
 CV0453
 CV0453                          STATION RECOVERY (1977)
 CV0453
 CV0453'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CV0453'19.6 MILES NORTHEAST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE EAST END
 CV0453'OF THE BATAAN BRIDGE OVER THE PECOS RIVER, THENCE 2.3 MILES SOUTHEAST
 CV0453'ALONG A DIRT ROAD, AT THE JUNCTION OF A DIRT ROAD LEADING NORTH, 230
 CV0453'FT. NORTHEAST OF THE POINT WHERE THE ROAD CROSSES A DEEP WASH, 174 FT.
 CV0453'NORTH OF THE CENTER LINE OF THE ROAD, 48 FT. WEST OF THE CENTER LINE
 CV0453'OF THE ROAD LEADING NORTH, 0.65 MILE SOUTHWEST OF BENCH MARK B 351.
 CV0453
 CV0453                          STATION RECOVERY (1981)
 CV0453
 CV0453'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CV0453'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0157 ***********************************************************************
 EP0157  DESIGNATION -  F 99
 EP0157  PID         -  EP0157
 EP0157  STATE/COUNTY-  NM/DE BACA
 EP0157  USGS QUAD   -  DUNLAP (1982)
 EP0157
 EP0157                         *CURRENT SURVEY CONTROL
 EP0157  ___________________________________________________________________
 EP0157* NAD 83(1986)-  34 04 08.     (N)    104 32 28.     (W)     SCALED    
 EP0157* NAVD 88     -      1242.467  (meters)    4076.33   (feet)  ADJUSTED  
 EP0157  ___________________________________________________________________
 EP0157  GEOID HEIGHT-         -23.40  (meters)                     GEOID03
 EP0157  DYNAMIC HT  -        1240.791 (meters)    4070.83  (feet)  COMP
 EP0157  MODELED GRAV-     979,244.1   (mgal)                       NAVD 88
 EP0157
 EP0157  VERT ORDER  -  SECOND    CLASS 0
 EP0157
 EP0157.The horizontal coordinates were scaled from a topographic map and have
 EP0157.an estimated accuracy of +/- 6 seconds.
 EP0157
 EP0157.The orthometric height was determined by differential leveling
 EP0157.and adjusted by the National Geodetic Survey in June 1991..
 EP0157
 EP0157.The geoid height was determined by GEOID03.
 EP0157
 EP0157.The dynamic height is computed by dividing the NAVD 88
 EP0157.geopotential number by the normal gravity value computed on the
 EP0157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EP0157.degrees latitude (g = 980.6199 gals.).
 EP0157
 EP0157.The modeled gravity was interpolated from observed gravity values.
 EP0157
 EP0157;                    North         East    Units  Estimated Accuracy
 EP0157;SPC NM E     -   340,320.      145,820.      MT  (+/- 180 meters Scaled)
 EP0157
 EP0157                          SUPERSEDED SURVEY CONTROL
 EP0157
 EP0157  NGVD 29 (??/??/92) 1241.863  (m)         4074.35   (f) ADJ UNCH    2 0
 EP0157
 EP0157.Superseded values are not recommended for survey control.
 EP0157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EP0157.See file dsdata.txt to determine how the superseded data were derived.
 EP0157
 EP0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SET423698(NAD 83)
 EP0157_MARKER: DB = BENCH MARK DISK
 EP0157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EP0157_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EP0157_STAMPING: F-99 1934
 EP0157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EP0157+STABILITY: SURFACE MOTION
 EP0157
 EP0157  HISTORY     - Date     Condition        Report By
 EP0157  HISTORY     - 1934     MONUMENTED       CGS
 EP0157
 EP0157                          STATION DESCRIPTION
 EP0157
 EP0157'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EP0157'1.7 MI S FROM DUNLAP.
 EP0157'1.7 MI. S. ALONG STATE NO. 20 ON CURVE IN THE ROAD, 0.8 MI. N. OF A
 EP0157'CATTLE GUARD XING ROAD, 0.1 MI. N. OF A DRY WASH, 80 YDS. S. OF CATTLE
 EP0157'GUARD, AND 40 FT. E. OF THE CENTER LINE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ1139 ***********************************************************************
 EQ1139  DESIGNATION -  FAA 0E0 B
 EQ1139  PID         -  EQ1139
 EQ1139  STATE/COUNTY-  NM/TORRANCE
 EQ1139  USGS QUAD   -  MORIARTY SOUTH (1986)
 EQ1139
 EQ1139                         *CURRENT SURVEY CONTROL
 EQ1139  ___________________________________________________________________
 EQ1139* NAD 83(1992)-  34 59 02.16399(N)    106 01 06.48971(W)     ADJUSTED  
 EQ1139* NAVD 88     -      1891.1    (meters)    6204.     (feet)  GPS OBS   
 EQ1139  ___________________________________________________________________
 EQ1139  X           -  -1,444,026.760 (meters)                     COMP
 EQ1139  Y           -  -5,029,799.935 (meters)                     COMP
 EQ1139  Z           -   3,637,479.604 (meters)                     COMP
 EQ1139  LAPLACE CORR-          -0.37  (seconds)                    DEFLEC99
 EQ1139  ELLIP HEIGHT-        1871.17  (meters)          (09/28/01) GPS OBS
 EQ1139  GEOID HEIGHT-         -19.55  (meters)                     GEOID03
 EQ1139
 EQ1139  HORZ ORDER  -  THIRD
 EQ1139  ELLP ORDER  -  FOURTH    CLASS I
 EQ1139
 EQ1139.This mark is at Moriarty Airport (0E0)
 EQ1139
 EQ1139.The horizontal coordinates were established by GPS observations
 EQ1139.and adjusted by the National Geodetic Survey in December 1993..
 EQ1139
 EQ1139.The orthometric height was determined by GPS observations and a
 EQ1139.high-resolution geoid model.
 EQ1139
 EQ1139.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EQ1139
 EQ1139.The Laplace correction was computed from DEFLEC99 derived deflections.
 EQ1139
 EQ1139.The ellipsoidal height was determined by GPS observations
 EQ1139.and is referenced to NAD 83.
 EQ1139
 EQ1139.The geoid height was determined by GEOID03.
 EQ1139
 EQ1139;                    North         East     Units Scale Factor Converg.
 EQ1139;SPC NM C     -   441,816.562   521,138.044   MT  0.99990551   +0 07 57.9
 EQ1139;SPC NM C     - 1,449,526.50  1,709,767.07   sFT  0.99990551   +0 07 57.9
 EQ1139;UTM  13      - 3,871,735.177   407,043.133   MT  0.99970650   -0 35 02.3
 EQ1139
 EQ1139!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EQ1139!SPC NM C     -   0.99970637  x   0.99990551  =   0.99961191
 EQ1139!UTM  13      -   0.99970637  x   0.99970650  =   0.99941296
 EQ1139
 EQ1139                          SUPERSEDED SURVEY CONTROL
 EQ1139
 EQ1139  ELLIP H (12/21/93) 1871.23   (m)                       GP(       ) 4 1
 EQ1139  ELLIP H (07/01/93) 1871.19   (m)                       GP(       ) 4 2
 EQ1139  NAD 83(1992)-  34 59 02.17288(N)    106 01 06.49089(W) AD(       ) 3
 EQ1139  NGVD 29 (06/29/92) 1889.7    (m)         6200.     (f) GPS OBS        
 EQ1139
 EQ1139.Superseded values are not recommended for survey control.
 EQ1139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ1139.See file dsdata.txt to determine how the superseded data were derived.
 EQ1139
 EQ1139_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDU0704371735(NAD 83)
 EQ1139_MARKER: I = METAL ROD
 EQ1139_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 EQ1139_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 EQ1139_STAMPING: FAA 0E0 B 1991
 EQ1139_MARK LOGO: NGS   
 EQ1139_PROJECTION: FLUSH
 EQ1139_MAGNETIC: N = NO MAGNETIC MATERIAL
 EQ1139_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EQ1139+STABILITY: POSITION/ELEVATION WELL
 EQ1139_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EQ1139+SATELLITE: SATELLITE OBSERVATIONS - January 28, 1993
 EQ1139_ROD/PIPE-DEPTH: 21.2 meters
 EQ1139
 EQ1139  HISTORY     - Date     Condition        Report By
 EQ1139  HISTORY     - 1991     MONUMENTED       NGS
 EQ1139  HISTORY     - 19920115 GOOD
 EQ1139  HISTORY     - 19920527 GOOD
 EQ1139  HISTORY     - 19930128 GOOD             NGS
 EQ1139
 EQ1139                          STATION DESCRIPTION
 EQ1139
 EQ1139'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 EQ1139'THE STATION IS LOCATED ABOUT 56.3 KM (35.0 MI) EAST-SOUTHEAST OF
 EQ1139'ALBUQUERQUE, 3.6 KM (2.2 MI) SOUTHEAST OF MORIARTY,  2.4 KM (1.5 MI)
 EQ1139'SOUTH OF INTERSTATE HIGHWAY 40, AT THE MORIARTY MUNICIPAL AIRPORT.
 EQ1139'OWNERSHIP--CITY OF MORIARTY, MORIARTY, NM. AIRPORT MANAGER IS ROSS
 EQ1139'SAIZ, P.O. DRAWER 130, MORIARTY NM. 87035, PHONE 505-832-6349.
 EQ1139'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 66 (BUSINESS
 EQ1139'LOOP 40) AND STATE HIGHWAY 41 IN MORIARTY, GO SOUTH ON HIGHWAY 41 FOR
 EQ1139'1.0 KM (0.6 MI) TO A SIDE ROAD LEFT. TURN LEFT, EAST, ON MARTINEZ
 EQ1139'ROAD FOR 3.7 KM (2.3 MI) TO A GRAVEL ROAD RIGHT. TURN RIGHT, SOUTH,
 EQ1139'ON GRAVEL ROAD FOR 1.3 KM (0.8 MI) TO AN OPENING IN FENCE AND A DIRT
 EQ1139'ROAD ON THE LEFT. TURN LEFT, EAST, THROUGH OPENING IN FENCE, THEN
 EQ1139'RIGHT, SOUTH, ON DIRT ROAD FOR 0.1 KM (0.1 MI) TO A DIRT ROAD ON THE
 EQ1139'RIGHT. TURN RIGHT, WEST, ON DIRT ROAD FOR 0.2 KM (0.1 MI) TO THE
 EQ1139'TAXIWAY. TURN LEFT, SOUTH, ON TAXIWAY FOR 0.1 KM (0.1 MI) TO A TRACK
 EQ1139'ROAD ON THE RIGHT. TURN RIGHT, WEST, ON TRACK ROAD FOR 0.8 KM
 EQ1139'(0.5 MI) TO THE STATION ON THE LEFT.
 EQ1139'STATION MARK IS A PUNCH MARK TOP CENTER OF A STAINLESS STEEL ROD IN A
 EQ1139'2.5 CM GREASE FILLED PVC SLEEVE 90 CM LONG ENCASED IN A 12.7 CM PVC
 EQ1139'PIPE WITH LOGO CAP SURROUNDED BY CONCRETE FLUSH WITH THE GROUND. IT
 EQ1139'IS 35.7 M (117.1 FT) EAST FROM A NORTH-SOUTH FENCELINE, 27.0 M
 EQ1139'(88.6 FT) SOUTH FROM AN EAST-WEST FENCELINE, 18.7 M (61.4 FT)
 EQ1139'SOUTHEAST FROM THE INSIDE APEX OF A CORNER IN A TWO TRACK ROAD AND 0.4
 EQ1139'M (1.3 FT) SOUTH FROM A CARSONITE WITNESS POST.
 EQ1139
 EQ1139                          STATION RECOVERY (1992)
 EQ1139
 EQ1139'RECOVERED 1992
 EQ1139'RECOVERED IN GOOD CONDITION.
 EQ1139
 EQ1139                          STATION RECOVERY (1992)
 EQ1139
 EQ1139'RECOVERED 1992
 EQ1139'RECOVERED IN GOOD CONDITION.
 EQ1139
 EQ1139                          STATION RECOVERY (1993)
 EQ1139
 EQ1139'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 EQ1139'THE STATION IS LOCATED ABOUT 2.2 MI (3.5 KM) SOUTHEAST OF MORIARTY AT
 EQ1139'THE MORIARTY MUNICIPAL AIRPORT, OWNERSHIP -- CITY OF MORIARTY, P.O
 EQ1139'DRAWER 130, MORIARTY, NM 87035, PHONE 505-832-6349.
 EQ1139'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE-40 BUSINESS
 EQ1139'LOOP AND NM HIGHWAY 41, EAST OF DOWNTOWN MORIARTY, GO SOUTH ON NM 41
 EQ1139'FOR 0.6 MI (1.0 KM) TO A SIDE ROAD, MARTINEZ RD., ON THE LEFT.  TURN
 EQ1139'LEFT, EAST, ON MARTINEZ RD. AND GO 2.3 MI (3.7 KM) TO A DIRT SIDE
 EQ1139'ROAD ON THE RIGHT. TURN RIGHT, SOUTH, AND GO 0.8 MI (1.3 KM) TO A
 EQ1139'FENCE OPENING ON THE LEFT.  TURN LEFT, EAST, AND PASS THROUGH THE
 EQ1139'FENCE OPENING.  TAKE AN IMMEDIATE RIGHT AND GO SOUTH FOR 0.1 MI
 EQ1139'(0.2 KM) ON A PAVED AIRPORT ROAD/TAXIWAY TO AN INTERSECTION. TURN
 EQ1139'RIGHT, WEST, AND GO 0.1 MI, CROSSING THE AIRCRAFT PARKING AREA, TO
 EQ1139'THE WEST EDGE OF THE PARKING AREA AND A DIRT ROAD. CONTINUE WEST ON
 EQ1139'THE DIRT ROAD FOR 0.5 MI (0.8 KM) TO THE STATION ON THE LEFT, WHERE
 EQ1139'THE ROAD TURNS TO THE LEFT AND HEADS SOUTH.
 EQ1139'THE STATION IS A PUNCH MARK ON TOP OF A STAINLESS STEEL ROD THAT IS
 EQ1139'DRIVEN TO AN UNKNOWN DEPTH, INSIDE A GREASE-FILLED SLEEVE EXTENDING
 EQ1139'TO A DEPTH OF 0.9 M (3.0 FT) , ENCASED IN A PVC PIPE WITH AN NGS LOGO
 EQ1139'ACCESS CAP STAMPED --- FAA OEO B 1991 --- SET FLUSH WITH THE GROUND.
 EQ1139'IT IS LOCATED 18.5 M (60.7 FT) SOUTHEAST OF THE CENTERLINE OF THE
 EQ1139'DIRT ROAD NEAR THE CENTER OF THE RIGHT ANGLE CURVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1540 ***********************************************************************
 GL1540  DESIGNATION -  FAA CAO B
 GL1540  PID         -  GL1540
 GL1540  STATE/COUNTY-  NM/UNION
 GL1540  USGS QUAD   -  CLAYTON (1970)
 GL1540
 GL1540                         *CURRENT SURVEY CONTROL
 GL1540  ___________________________________________________________________
 GL1540* NAD 83(1992)-  36 26 21.17531(N)    103 09 29.04084(W)     ADJUSTED  
 GL1540* NAVD 88     -      1513.1    (meters)    4964.     (feet)  VERTCON   
 GL1540  ___________________________________________________________________
 GL1540  X           -  -1,169,696.672 (meters)                     COMP
 GL1540  Y           -  -5,003,495.922 (meters)                     COMP
 GL1540  Z           -   3,768,395.896 (meters)                     COMP
 GL1540  LAPLACE CORR-          -6.62  (seconds)                    DEFLEC99
 GL1540  ELLIP HEIGHT-        1490.98  (meters)          (12/21/93) GPS OBS
 GL1540  GEOID HEIGHT-         -22.17  (meters)                     GEOID03
 GL1540
 GL1540  HORZ ORDER  -  THIRD
 GL1540  ELLP ORDER  -  FOURTH    CLASS I
 GL1540
 GL1540.This mark is at Clayton Airport (CAO)
 GL1540
 GL1540.The horizontal coordinates were established by GPS observations
 GL1540.and adjusted by the National Geodetic Survey in December 1993..
 GL1540
 GL1540.The NAVD 88 height was computed by applying the VERTCON shift value to
 GL1540.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GL1540
 GL1540.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GL1540
 GL1540.The Laplace correction was computed from DEFLEC99 derived deflections.
 GL1540
 GL1540.The ellipsoidal height was determined by GPS observations
 GL1540.and is referenced to NAD 83.
 GL1540
 GL1540.The geoid height was determined by GEOID03.
 GL1540
 GL1540;                    North         East     Units Scale Factor Converg.
 GL1540;SPC NM E     -   603,892.128   270,368.269   MT  1.00004584   +0 41 53.3
 GL1540;SPC NM E     - 1,981,269.42    887,033.23   sFT  1.00004584   +0 41 53.3
 GL1540;UTM  13      - 4,034,242.163   665,092.092   MT  0.99993581   +1 05 39.5
 GL1540
 GL1540!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GL1540!SPC NM E     -   0.99976606  x   1.00004584  =   0.99981189
 GL1540!UTM  13      -   0.99976606  x   0.99993581  =   0.99970188
 GL1540
 GL1540                          SUPERSEDED SURVEY CONTROL
 GL1540
 GL1540  ELLIP H (01/07/93) 1491.26   (m)                       GP(       ) 4 2
 GL1540  NAD 83(1992)-  36 26 21.18473(N)    103 09 29.03870(W) AD(       ) 3
 GL1540  NGVD 29 (06/29/92) 1512.4    (m)         4962.     (f) GPS OBS        
 GL1540
 GL1540.Superseded values are not recommended for survey control.
 GL1540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1540.See file dsdata.txt to determine how the superseded data were derived.
 GL1540
 GL1540_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA6509234242(NAD 83)
 GL1540_MARKER: I = METAL ROD
 GL1540_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 GL1540_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 GL1540_STAMPING: FAA CAO B 1991
 GL1540_MARK LOGO: NGS   
 GL1540_PROJECTION: FLUSH
 GL1540_MAGNETIC: I = MARKER IS A STEEL ROD
 GL1540_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GL1540_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GL1540+SATELLITE: SATELLITE OBSERVATIONS - January 09, 1992
 GL1540_ROD/PIPE-DEPTH: 13.1 meters
 GL1540
 GL1540  HISTORY     - Date     Condition        Report By
 GL1540  HISTORY     - 1991     MONUMENTED       NGS
 GL1540  HISTORY     - 19920109 GOOD
 GL1540
 GL1540                          STATION DESCRIPTION
 GL1540
 GL1540'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 GL1540'STATION IS LOCATED 1.94 KM (1.21 MI) SOUTH OF THE TOWN OF CLAYTON,
 GL1540'0.64 KM (0.40 MI) SOUTH OF THE JUNCTION OF U.S. HIGHWAY 64 AND STATE
 GL1540'HIGHWAY 538. OWNERSHIP--TOWN OF CLAYTON, CLAYTON,NM. AIRPORT MANAGER
 GL1540'IS JOE DE HERRERA, OFFICE PHONE 505-374 9873, HOME 374-9661.
 GL1540'TO REACH THE STATION FROM THE POST OFFICE AT FRONT AND WALNUT STREETS
 GL1540'IN CLAYTON, GO EAST ON WALNUT STREET FOR 0.1 KM (0.1 MI) TO THE
 GL1540'JUNCTION OF SOUTH FIRST STREET (U.S. HIGHWAY 87). TURN RIGHT, SOUTH,
 GL1540'ON FIRST STREET FOR 0.24 KM (0.15 MI) TO THE JUNCTION OF CEDAR
 GL1540'STREET. TURN LEFT, EAST, ON CEDAR STREET FOR 0.97 KM (0.60 MI) TO THE
 GL1540'JUNCTION OF STATE ROUTE 538 (WEST AVENUE) AND WATER STREET. GO
 GL1540'NORTHEAST ON WATER STREET 0.89 KM (0.55 MI) TO THE NORTHWEST CORNER
 GL1540'OF THE CLAYTON GOLF CLUB AND A RIGHT TURN IN WATER STREET. CONTINUE
 GL1540'EAST ON PAVED ROAD FOR 0.64 KM (0.40 MI) TO A GRAVEL ROAD AND GATE ON
 GL1540'LEFT JUST BEFORE REACHING AIRPORT TERMINAL BUILDING. TURN LEFT,
 GL1540'EASTERLY, PASSING THROUGH GATE ON GRAVEL ROAD FOR 0.08 KM (0.05 MI)
 GL1540'TO AN AIRCRAFT PARKING APRON. CONTINUE AHEAD, SOUTHEASTERLY, ON APRON
 GL1540'FOR 0.16 KM (0.10 MI) TO A TAXIWAY ON THE RIGHT. BEAR RIGHT ON
 GL1540'TAXIWAY FOR 0.32 KM (0.20 MI) TO THE RUNWAY. TURN RIGHT,
 GL1540'SOUTH-SOUTHWEST, ON RUNWAY FOR 0.56 KM (0.35 MI) TO THE STATION ON
 GL1540'THE RIGHT JUST BEFORE THE END OF THE RUNWAY.
 GL1540'STATION MARK IS A PUNCH MARK TOP CENTER OF A STAINLESS STEEL ROD IN A
 GL1540'2.5 CM GREASE FILLED PVC SLEEVE 90 CM LONG ENCASED IN A 12.7 CM PVC
 GL1540'PIPE WITH LOGO CAP SURROUNDED BY CONCRETE FLUSH WITH THE GROUND. IT
 GL1540'IS 36.4 M (119.4 FT) NORTH-NORTHWEST FROM THE CENTER AT THE SOUTHWEST
 GL1540'END OF RUNWAY 02, 28.65 M (94.00 FT) WEST-SOUTHWEST FROM THE CENTER
 GL1540'OF THE RUNWAY, 1.0 M (3.3 FT) NORTH FROM A CARSONITE WITNESS POST,
 GL1540'0.85 M (2.79 FT) SOUTHWEST FROM A CARSONITE WITNESS POST AND 0.8 M
 GL1540'(2.6 FT) EAST-SOUTHEAST FROM A CARSONITE WITNESS POST.
 GL1540
 GL1540                          STATION RECOVERY (1992)
 GL1540
 GL1540'RECOVERED 1992
 GL1540'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0916 ***********************************************************************
 CV0916  SACS        -  This is a Secondary Airport Control Station.
 CV0916  DESIGNATION -  FAA E06 B
 CV0916  PID         -  CV0916
 CV0916  STATE/COUNTY-  NM/LEA
 CV0916  USGS QUAD   -  LOVINGTON NW (1985)
 CV0916
 CV0916                         *CURRENT SURVEY CONTROL
 CV0916  ___________________________________________________________________
 CV0916* NAD 83(1992)-  32 57 25.41711(N)    103 24 12.29065(W)     ADJUSTED  
 CV0916* NAVD 88     -      1209.51   (meters)    3968.2    (feet)  GPS OBS   
 CV0916  ___________________________________________________________________
 CV0916  X           -  -1,242,030.579 (meters)                     COMP
 CV0916  Y           -  -5,212,121.012 (meters)                     COMP
 CV0916  Z           -   3,450,609.917 (meters)                     COMP
 CV0916  LAPLACE CORR-           1.00  (seconds)                    DEFLEC99
 CV0916  ELLIP HEIGHT-        1187.76  (meters)          (08/10/01) GPS OBS
 CV0916  GEOID HEIGHT-         -21.79  (meters)                     GEOID03
 CV0916
 CV0916  HORZ ORDER  -  FIRST
 CV0916  ELLP ORDER  -  THIRD     CLASS II
 CV0916
 CV0916.This mark is at Lea Co-Zip Franklin Mem Airport (E06)
 CV0916
 CV0916.The horizontal coordinates were established by GPS observations
 CV0916.and adjusted by the National Geodetic Survey in March 1997..
 CV0916
 CV0916.The orthometric height was determined by GPS observations and a
 CV0916.high-resolution geoid model.
 CV0916
 CV0916.GPS derived orthometric heights for airport stations designated as
 CV0916.PACS or SACS are published to 2 decimal places.  This maintains
 CV0916.centimeter relative accuracy between the PACS and SACS.  It does
 CV0916.not indicate centimeter accuracy relative to other marks which are
 CV0916.part of the NAVD 88 network.
 CV0916
 CV0916.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CV0916
 CV0916.The Laplace correction was computed from DEFLEC99 derived deflections.
 CV0916
 CV0916.The ellipsoidal height was determined by GPS observations
 CV0916.and is referenced to NAD 83.
 CV0916
 CV0916.The geoid height was determined by GEOID03.
 CV0916
 CV0916;                    North         East     Units Scale Factor Converg.
 CV0916;SPC NM E     -   217,375.636   251,939.682   MT  1.00000226   +0 30 21.3
 CV0916;SPC NM E     -   713,173.23    826,572.11   sFT  1.00000226   +0 30 21.3
 CV0916;UTM  13      - 3,647,657.919   649,226.554   MT  0.99987458   +0 52 07.4
 CV0916
 CV0916!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CV0916!SPC NM E     -   0.99981355  x   1.00000226  =   0.99981581
 CV0916!UTM  13      -   0.99981355  x   0.99987458  =   0.99968816
 CV0916
 CV0916                          SUPERSEDED SURVEY CONTROL
 CV0916
 CV0916  ELLIP H (03/20/97) 1187.71   (m)                       GP(       ) 3 1
 CV0916  NAD 83(1992)-  32 57 25.41711(N)    103 24 12.29061(W) AD(       ) 3
 CV0916  ELLIP H (12/21/93) 1187.71   (m)                       GP(       ) 4 1
 CV0916  NAD 83(1986)-  32 57 25.42269(N)    103 24 12.29047(W) AD(       ) 3
 CV0916  NGVD 29 (06/29/92) 1209.2    (m)         3967.     (f) GPS OBS        
 CV0916
 CV0916.Superseded values are not recommended for survey control.
 CV0916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0916.See file dsdata.txt to determine how the superseded data were derived.
 CV0916
 CV0916_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFS4922747658(NAD 83)
 CV0916_MARKER: I = METAL ROD
 CV0916_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 CV0916_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 CV0916_STAMPING: FAA E06 B 1992
 CV0916_MARK LOGO: NGS   
 CV0916_PROJECTION: FLUSH
 CV0916_MAGNETIC: N = NO MAGNETIC MATERIAL
 CV0916_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CV0916_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CV0916+SATELLITE: SATELLITE OBSERVATIONS - April 15, 1997
 CV0916_ROD/PIPE-DEPTH: 4.3  meters
 CV0916
 CV0916  HISTORY     - Date     Condition        Report By
 CV0916  HISTORY     - 1992     MONUMENTED       NGS
 CV0916  HISTORY     - 19960115 GOOD             CHANCE
 CV0916  HISTORY     - 19970415 GOOD             NGS
 CV0916
 CV0916                          STATION DESCRIPTION
 CV0916
 CV0916'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 CV0916'THE STATION IS LOCATED ABOUT 4.8 KM (3.0 MI) WEST OF LOVINGTON, AT THE
 CV0916'LOVINGTON MUNICIPAL AIRPORT, ON THE EXTENDED CENTERLINE OF THE FIRST
 CV0916'TAXI CROSSOVER SOUTHWEST FROM THE NORTHEAST END OF RUNWAY 03-21.
 CV0916'OWNERSHIP--LEA COUNTY, P.O. BOX 916 HOBBS, NM 88240. AIRPORT MANAGER
 CV0916'IS BILL GATCHELL, PHONE 505-393-4943 (AIRPORT), 396-8521 (COURTHOUSE)
 CV0916'.
 CV0916'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 82 AND STATE
 CV0916'HIGHWAYS 18 AND 83 IN LOVINGTON, GO WEST ON HIGHWAY 82 FOR 5.5 KM
 CV0916'(3.4 MI) TO THE ENTRANCE TO THE LOVINGTON AIRPORT ON THE RIGHT. TURN
 CV0916'RIGHT, NORTH, ON THE PAVED ENTRANCE ROAD FOR 35 M (114.8 FT) TO A
 CV0916'DIRT ROAD ON THE RIGHT.  TURN RIGHT, EAST, ON DIRT ROAD FORO 0.4 KM
 CV0916'(0.2 MI) TO THE EAST AIRPORT ACCESS CONTROL FENCE AND A CURVE IN THE
 CV0916'ROAD TO THE NORTH. TURN LEFT, NORTH, CONTINUING ON DIRT ROAD FOR 0.48
 CV0916'KM (0.30 MI) ALONG THE FENCE TO A DIRT CROSS ROAD. CONTINUE STRAIGHT
 CV0916'AHEAD ON DIRT ROAD FOR 0.7 KM (0.4 MI) ALONG THE FENCE TO A SHARP
 CV0916'TURN IN THE ROAD TO THE RIGHT AT THE SOUTHEAST EDGE OF THE PARALLEL
 CV0916'TAXIWAY OF RUNWAY 03-21. TURN LEFT, SOUTHWEST, ALONG SOUTHEAST EDGE
 CV0916'OF PARALLEL TAXIWAY FOR 0.1 KM (0.1 MI) TO THE FIRST TAXI CROSSOVER
 CV0916'AND THE STATION.
 CV0916'STATION MARK IS A PUNCH HOLE TOP CENTER OF A STAINLESS STEEL ROD IN A
 CV0916'2.5 CM GREASE FILLED PVC SLEEVE 55 CM LONG ENCASED IN A 12.7 CM PVC
 CV0916'PIPE WITH LOGO CAP SURROUNDED BY CONCRETE FLUSH WITH THE GROUND. IT
 CV0916'IS 35.05 M (114.99 FT) EAST-SOUTHEAST FROM AND ACROSS PARALLEL
 CV0916'TAXIWAY FROM THE SOUTHWEST END OF A 40 CM METAL CULVERT PIPE UNDER
 CV0916'THE TAXI CROSSOVER AND 10.3 M (33.8 FT) SOUTHEAST FROM THE CENTER OF
 CV0916'THE PARALLEL TAXIWAY.
 CV0916
 CV0916                          STATION RECOVERY (1996)
 CV0916
 CV0916'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (KB)
 CV0916'RECOVERED AS DESCRIBED IN GOOD CONDITION. ADDITIONAL STATION TIES -
 CV0916'THE STATION IS LOCATED 102.0 M (334.6 FT) SOUTHWEST OF A FENCE CORNER
 CV0916'POST AND 4.15 M (13.62 FT) SOUTHEAST OF THE SOUTHEAST EDGE OF THE
 CV0916'PARALLEL TAXIWAY ALONG RUNWAY 3-21 THE STATION IS DESIGNATED AS A
 CV0916'SECONDARY AIRPORT CONTROL STATION (SACS) - NEW MEXICO ANA SURVEYS 1996
 CV0916
 CV0916                          STATION RECOVERY (1997)
 CV0916
 CV0916'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 CV0916'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0660 ***********************************************************************
 EP0660  DESIGNATION -  FAA FSU B
 EP0660  PID         -  EP0660
 EP0660  STATE/COUNTY-  NM/DE BACA
 EP0660  USGS QUAD   -  FORT SUMNER EAST (1982)
 EP0660
 EP0660                         *CURRENT SURVEY CONTROL
 EP0660  ___________________________________________________________________
 EP0660* NAD 83(1992)-  34 29 15.22611(N)    104 13 06.95275(W)     ADJUSTED  
 EP0660* NAVD 88     -      1260.5    (meters)    4135.     (feet)  VERTCON   
 EP0660  ___________________________________________________________________
 EP0660  X           -  -1,292,916.303 (meters)                     COMP
 EP0660  Y           -  -5,102,590.247 (meters)                     COMP
 EP0660  Z           -   3,591,855.480 (meters)                     COMP
 EP0660  LAPLACE CORR-          -0.02  (seconds)                    DEFLEC99
 EP0660  ELLIP HEIGHT-        1237.40  (meters)          (12/21/93) GPS OBS
 EP0660  GEOID HEIGHT-         -23.61  (meters)                     GEOID03
 EP0660
 EP0660  HORZ ORDER  -  THIRD
 EP0660  ELLP ORDER  -  FOURTH    CLASS I
 EP0660
 EP0660.This mark is at Fort Sumner Airport (FSU)
 EP0660
 EP0660.The horizontal coordinates were established by GPS observations
 EP0660.and adjusted by the National Geodetic Survey in February 1996..
 EP0660
 EP0660.The NAVD 88 height was computed by applying the VERTCON shift value to
 EP0660.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EP0660
 EP0660.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EP0660
 EP0660.The Laplace correction was computed from DEFLEC99 derived deflections.
 EP0660
 EP0660.The ellipsoidal height was determined by GPS observations
 EP0660.and is referenced to NAD 83.
 EP0660
 EP0660.The geoid height was determined by GEOID03.
 EP0660
 EP0660;                    North         East     Units Scale Factor Converg.
 EP0660;SPC NM E     -   386,741.714   175,537.901   MT  0.99991046   +0 03 53.9
 EP0660;SPC NM E     - 1,268,835.11    575,910.60   sFT  0.99991046   +0 03 53.9
 EP0660;UTM  13      - 3,816,495.158   571,746.697   MT  0.99966345   +0 26 32.9
 EP0660
 EP0660!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EP0660!SPC NM E     -   0.99980580  x   0.99991046  =   0.99971627
 EP0660!UTM  13      -   0.99980580  x   0.99966345  =   0.99946931
 EP0660
 EP0660                          SUPERSEDED SURVEY CONTROL
 EP0660
 EP0660  NAD 83(1992)-  34 29 15.22611(N)    104 13 06.95275(W) AD(       ) 3
 EP0660  NAD 83(1992)-  34 29 15.23287(N)    104 13 06.94891(W) AD(       ) 3
 EP0660  NGVD 29 (06/29/92) 1259.9    (m)         4134.     (f) GPS OBS        
 EP0660
 EP0660.Superseded values are not recommended for survey control.
 EP0660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EP0660.See file dsdata.txt to determine how the superseded data were derived.
 EP0660
 EP0660_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEU7174716495(NAD 83)
 EP0660_MARKER: I = METAL ROD
 EP0660_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 EP0660_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 EP0660_STAMPING: FAA FSU B 1991
 EP0660_MARK LOGO: NGS   
 EP0660_PROJECTION: FLUSH
 EP0660_MAGNETIC: I = MARKER IS A STEEL ROD
 EP0660_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EP0660_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EP0660+SATELLITE: SATELLITE OBSERVATIONS - January 21, 1992
 EP0660_ROD/PIPE-DEPTH: 12.1 meters
 EP0660
 EP0660  HISTORY     - Date     Condition        Report By
 EP0660  HISTORY     - 1991     MONUMENTED       NGS
 EP0660  HISTORY     - 19920121 GOOD
 EP0660
 EP0660                          STATION DESCRIPTION
 EP0660
 EP0660'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 EP0660'THE STATION IS LOCATED ABOUT 2.4 KM (1.5 MI) NORTH OF FORT SUMNER, AT
 EP0660'THE FORT SUMNER MUNICIPAL AIRPORT, NEAR THE JUNCTION OF TWO RUNWAYS,
 EP0660'OWNERSHIP--CITY OF FORT SUMNER, P.O. BOX 904, FORT SUMNER, NM 88119.
 EP0660'AIRPORT MANAGER IS STEWART HENRY, PHONE 505-355-2240. NOTE- LOCKED
 EP0660'GATE AT AIRPORT. CARL VICK IS TO BE CONTACTED AT 355-2338 TO MAKE
 EP0660'ARRANGEMENTS TO HAVE GATE UNLOCKED.
 EP0660'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 60 AND 84 IN
 EP0660'FORT SUMNER, GO EAST ON HIGHWAY 60 FOR 1.6 KM (1.0 MI) TO THE
 EP0660'JUNCTION OF 17TH STREET. TURN LEFT, NORTH, ON 17TH STREET FOR 2.4 KM
 EP0660'(1.5 MI) TO THE ENTRANCE TO THE FORT SUMNER MUNICIPAL AIRPORT ON THE
 EP0660'RIGHT. TURN RIGHT, EAST, ON GRAVEL ROAD FOR 0.08 KM (0.05 MI) TO A
 EP0660'PIPE GATE. PASS THROUGH GATE AND CONTINUE EAST ON GRAVEL ROAD FOR
 EP0660'0.08 KM (0.05 MI) TO A CONCRETE AIRCRAFT PARKING APRON. GO EAST
 EP0660'ACROSS CONCRETE APRON FOR 0.16 KM (0.10 MI) TO THE START OF TARMAC
 EP0660'APRON. CONTINUE ON SOUTH EDGE OF THE CONCRETE APRON FOR 0.32 KM
 EP0660'(0.20 MI) TO A TAXIWAY. BEAR RIGHT ON TAXIWAY FOR 0.24 KM (0.15 MI)
 EP0660'TO THE STATION ON THE RIGHT CENTERED BETWEEN THREE WITNESS POSTS.
 EP0660'STATION MARK IS A PUNCH MARK TOP CENTER OF A STAINLESS STEEL ROD IN A
 EP0660'2.5 CM GREASE FILLED PVC SLEEVE 90 CM LONG ENCASED IN A 12.7 CM PVC
 EP0660'PIPE WITH LOGO CAP SURROUNDED BY CONCRETE FLUSH WITH THE GROUND. IT
 EP0660'IS 54.1 M (177.5 FT) NORTH FROM THE CENTER OF RUNWAY 8-26, 29.85 M.
 EP0660'(98.0 FT.)WEST FROM A CLEAR TAXI LIGHT, 27.8 M (91.2 FT) SOUTHWEST
 EP0660'FROM THE CENTER OF A TAXIWAY, 1.0 M (3.3 FT) NORTHWEST FROM A
 EP0660'CARSONITE WITNESS POST, 0.9 M (3.0 FT) SOUTH FROM A CARSONITE WITNESS
 EP0660'POST, 0.7 M (2.3 FT) NORTHEAST FROM A CARSONITE WITNESS POST.
 EP0660
 EP0660                          STATION RECOVERY (1992)
 EP0660
 EP0660'RECOVERED 1992
 EP0660'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1716 ***********************************************************************
 FO1716  DESIGNATION -  FAA GNT B
 FO1716  PID         -  FO1716
 FO1716  STATE/COUNTY-  NM/CIBOLA
 FO1716  USGS QUAD   -  MILAN (1995)
 FO1716
 FO1716                         *CURRENT SURVEY CONTROL
 FO1716  ___________________________________________________________________
 FO1716* NAD 83(1992)-  35 10 12.01041(N)    107 54 10.22402(W)     ADJUSTED  
 FO1716* NAVD 88     -      1986.6    (meters)    6518.     (feet)  VERTCON   
 FO1716  ___________________________________________________________________
 FO1716  X           -  -1,605,014.654 (meters)                     COMP
 FO1716  Y           -  -4,968,378.988 (meters)                     COMP
 FO1716  Z           -   3,654,433.159 (meters)                     COMP
 FO1716  LAPLACE CORR-          -2.37  (seconds)                    DEFLEC99
 FO1716  ELLIP HEIGHT-        1966.51  (meters)          (12/21/93) GPS OBS
 FO1716  GEOID HEIGHT-         -20.37  (meters)                     GEOID03
 FO1716
 FO1716  HORZ ORDER  -  THIRD
 FO1716  ELLP ORDER  -  FOURTH    CLASS I
 FO1716
 FO1716.This mark is at Grants Airport (GNT)
 FO1716
 FO1716.The horizontal coordinates were established by GPS observations
 FO1716.and adjusted by the National Geodetic Survey in December 1993..
 FO1716
 FO1716.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1716.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1716
 FO1716.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FO1716
 FO1716.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1716
 FO1716.The ellipsoidal height was determined by GPS observations
 FO1716.and is referenced to NAD 83.
 FO1716
 FO1716.The geoid height was determined by GEOID03.
 FO1716
 FO1716;                    North         East     Units Scale Factor Converg.
 FO1716;SPC NM W     -   462,442.734   823,668.541   MT  0.99991716   -0 02 24.1
 FO1716;SPC NM W     - 1,517,197.54  2,702,319.20   sFT  0.99991716   -0 02 24.1
 FO1716;UTM  13      - 3,895,755.593   235,621.706   MT  1.00046150   -1 40 22.9
 FO1716
 FO1716!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1716!SPC NM W     -   0.99969142  x   0.99991716  =   0.99960861
 FO1716!UTM  13      -   0.99969142  x   1.00046150  =   1.00015278
 FO1716
 FO1716:                Primary Azimuth Mark                     Grid Az
 FO1716:SPC NM W     -  GRANTSAIR                                144 46 40.1
 FO1716:UTM  13      -  GRANTSAIR                                146 24 38.9
 FO1716
 FO1716|---------------------------------------------------------------------|
 FO1716| PID    Reference Object                     Distance      Geod. Az  |
 FO1716|                                                           dddmmss.s |
 FO1716| FO1670 GRANTSAIR                           456.899 METERS 1444416.0 |
 FO1716|---------------------------------------------------------------------|
 FO1716
 FO1716                          SUPERSEDED SURVEY CONTROL
 FO1716
 FO1716  NAD 83(1992)-  35 10 12.01534(N)    107 54 10.22419(W) AD(       ) 3
 FO1716  NGVD 29 (06/29/92) 1985.5    (m)         6514.     (f) GPS OBS        
 FO1716
 FO1716.Superseded values are not recommended for survey control.
 FO1716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1716.See file dsdata.txt to determine how the superseded data were derived.
 FO1716
 FO1716_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBU3562295756(NAD 83)
 FO1716_MARKER: I = METAL ROD
 FO1716_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 FO1716_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 FO1716_STAMPING: FAA GNT B 1991
 FO1716_MARK LOGO: NGS   
 FO1716_PROJECTION: FLUSH
 FO1716_MAGNETIC: I = MARKER IS A STEEL ROD
 FO1716_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FO1716_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FO1716+SATELLITE: SATELLITE OBSERVATIONS - January 16, 1992
 FO1716_ROD/PIPE-DEPTH: 7.3  meters
 FO1716
 FO1716  HISTORY     - Date     Condition        Report By
 FO1716  HISTORY     - 1991     MONUMENTED       NGS
 FO1716  HISTORY     - 19920116 GOOD
 FO1716
 FO1716                          STATION DESCRIPTION
 FO1716
 FO1716'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 FO1716'THE STATION IS LOCATED ABOUT 0.3 KM (0.2 MI) SOUTH OF MILAN, 0.3 KM
 FO1716'(0.2 MI) SOUTH OF INTERSTATE HIGHWAY 40, AT THE GRANTS-MILAN
 FO1716'MUNICIPAL AIRPORT. OWNERSHIP--CITY OF GRANTS, P.O. BOX 2868, MILAN,
 FO1716'NM 87021. AIRPORT MANAGER IS JIM CRAIN, PHONE 505-287-4700.
 FO1716'TO REACH FROM THE JUNCTION OF INTERSTATE HIGHWAY 40 AND STATE HIGHWAY
 FO1716'53 (EXIT 81) IN WEST GRANTS, GO NORTH ON HIGHWAY 53 TO A T-JUNCTION.
 FO1716'TURN LEFT, WEST, ON 66TH AVENUE (BUSINESS LOOP 40) FOR 2.7 KM
 FO1716'(1.7 MI) TO AIRPORT ROAD ON THE LEFT. TURN LEFT, SOUTH, ON AIRPORT
 FO1716'ROAD, PASSING UNDER INTERSTATE HIGHWAY 40 OVERPASS, FOR 0.9 KM
 FO1716'(0.6 MI) TO VICTOR STREET. TURN LEFT, EAST, ON VICTOR STREET FOR 0.2
 FO1716'KM (0.1 MI) TO THE AIRPORT ENTRANCE ROAD ON THE RIGHT. TURN RIGHT,
 FO1716'SOUTHEASTERLY, ON ENTRANCE ROAD FOR 0.4 KM (0.2 MI) TO THE TERMINAL
 FO1716'BUILDING ON THE RIGHT. TURN RIGHT, PAST TERMINAL, AND GO SOUTH ON
 FO1716'TARMAC FOR 0.2 KM (0.1 MI) TO THE TAXIWAY. TURN RIGHT, WEST, ON THE
 FO1716'TAXIWAY FOR 0.64 KM (0.40 MI) TO THE STATION ON THE RIGHT JUST PAST A
 FO1716'TAXI CONECTOR ON THE LEFT.
 FO1716'STATION MARK IS A PUNCH HOLE TOP CENTER OF A STAINLESS STEEL ROD IN A
 FO1716'2.5 CM GEASED FILLED PVC SLEEVE 90 CM LONG ENCASED IN A 12.7 CM PVC
 FO1716'PIPE WITH LOGO CAP SURROUNDED BY CONCRETE FLUSH WITH THE GROUND. IT
 FO1716'IS 67.8 M (222.4 FT) NORTHWEST FROM THE EXTENDED CENTERLINE OF A
 FO1716'TAXIWAY CONECTOR, 26.0 M (85.3 FT) EAST-NORTHEAST FROM A YELLOW-BLUE
 FO1716'TAXIWAY REFLECTOR, 13.9 M (45.6 FT) NORTHEAST FROM THE CENTER OF A
 FO1716'TAXIWAY AND 0.4 M (1.3 FT) SOUTHWEST FROM A CARSONITE WITNESS POST.
 FO1716
 FO1716                          STATION RECOVERY (1992)
 FO1716
 FO1716'RECOVERED 1992
 FO1716'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY1297 ***********************************************************************
 CY1297  DESIGNATION -  FAA LSB B
 CY1297  PID         -  CY1297
 CY1297  STATE/COUNTY-  NM/HIDALGO
 CY1297  USGS QUAD   -  LORDSBURG (1980)
 CY1297
 CY1297                         *CURRENT SURVEY CONTROL
 CY1297  ___________________________________________________________________
 CY1297* NAD 83(1992)-  32 19 43.98424(N)    108 41 06.13679(W)     ADJUSTED  
 CY1297* NAVD 88     -      1303.5    (meters)    4277.     (feet)  VERTCON   
 CY1297  ___________________________________________________________________
 CY1297  X           -  -1,728,604.289 (meters)                     COMP
 CY1297  Y           -  -5,111,336.146 (meters)                     COMP
 CY1297  Z           -   3,391,987.443 (meters)                     COMP
 CY1297  LAPLACE CORR-           1.97  (seconds)                    DEFLEC99
 CY1297  ELLIP HEIGHT-        1277.94  (meters)          (12/21/93) GPS OBS
 CY1297  GEOID HEIGHT-         -25.45  (meters)                     GEOID03
 CY1297
 CY1297  HORZ ORDER  -  THIRD
 CY1297  ELLP ORDER  -  FOURTH    CLASS I
 CY1297
 CY1297.This mark is at Lordsburg Airport (LSB)
 CY1297
 CY1297.The horizontal coordinates were established by GPS observations
 CY1297.and adjusted by the National Geodetic Survey in December 1993..
 CY1297
 CY1297.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY1297.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY1297
 CY1297.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CY1297
 CY1297.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY1297
 CY1297.The ellipsoidal height was determined by GPS observations
 CY1297.and is referenced to NAD 83.
 CY1297
 CY1297.The geoid height was determined by GEOID03.
 CY1297
 CY1297;                    North         East     Units Scale Factor Converg.
 CY1297;SPC NM W     -   147,654.469   749,813.760   MT  0.99999593   -0 27 19.8
 CY1297;SPC NM W     -   484,429.70  2,460,013.98   sFT  0.99999593   -0 27 19.8
 CY1297;UTM  12      - 3,579,245.901   717,901.990   MT  1.00018556   +1 14 18.5
 CY1297
 CY1297!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY1297!SPC NM W     -   0.99979939  x   0.99999593  =   0.99979532
 CY1297!UTM  12      -   0.99979939  x   1.00018556  =   0.99998491
 CY1297
 CY1297                          SUPERSEDED SURVEY CONTROL
 CY1297
 CY1297  NAD 83(1992)-  32 19 43.98423(N)    108 41 06.13678(W) AD(       ) 3
 CY1297  ELLIP H (08/23/93) 1277.94   (m)                       GP(       ) 4 2
 CY1297  NAD 83(1986)-  32 19 43.98770(N)    108 41 06.14043(W) AD(       ) 3
 CY1297  NGVD 29 (06/29/92) 1302.7    (m)         4274.     (f) GPS OBS        
 CY1297
 CY1297.Superseded values are not recommended for survey control.
 CY1297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1297.See file dsdata.txt to determine how the superseded data were derived.
 CY1297
 CY1297_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYA1790279246(NAD 83)
 CY1297_MARKER: I = METAL ROD
 CY1297_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 CY1297_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 CY1297_STAMPING: FAA LSB B 1991
 CY1297_MARK LOGO: NGS   
 CY1297_PROJECTION: FLUSH
 CY1297_MAGNETIC: I = MARKER IS A STEEL ROD
 CY1297_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CY1297_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CY1297+SATELLITE: SATELLITE OBSERVATIONS - March 09, 2002
 CY1297_ROD/PIPE-DEPTH: 1.24 meters
 CY1297
 CY1297  HISTORY     - Date     Condition        Report By
 CY1297  HISTORY     - 1991     MONUMENTED       NGS
 CY1297  HISTORY     - 19920128 GOOD
 CY1297  HISTORY     - 20020309 GOOD             INDIV
 CY1297
 CY1297                          STATION DESCRIPTION
 CY1297
 CY1297'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 CY1297'THE STATION IS LOCATED ABOUT 1.6 KM (1.0 MI) SOUTHEAST OF LORDSBURG AT
 CY1297'THE LORDSBURG MUNICIPAL AIRPORT. OWNERSHIP--CITY OF LORDSBURG,
 CY1297'LORDSBURG, NM. AIRPORT MANAGER IS ED CLONTS, PHONE 505-542-3597.
 CY1297'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 10 (EXIT
 CY1297'22) AND MAIN STREET IN LORDSBURG, GO SOUTH ON MAIN STREET FOR 0.08 KM
 CY1297'(0.05 MI) TO A PAVED ROAD ON LEFT. TURN LEFT, EAST, ON PAVED ROAD GO
 CY1297'FOR 2.1 KM (1.3 MI) TO THE AIRPORT, WITH HANGER AND OFFICE ON THE
 CY1297'RIGHT. CONTINUE EASTERLY THROUGH GATE THEN RIGHT, SOUTHERLY, ONTO
 CY1297'APRON THEN TAXIWAY FOR 0.16 KM (0.10 MI) TO THE RUNWAY. TURN LEFT,
 CY1297'EAST-SOUTHEAST ON RUNWAY FOR 1.37 KM (0.85 MI) TO THE STATION ON THE
 CY1297'LEFT, (ABOUT 63 M (206.7 FT) EAST-SOUTHEAST OF A WINDSOCK).
 CY1297'STATION MARK IS A PUNCH HOLE TOP CENTER OF A STAINLESS STEEL ROD IN A
 CY1297'2.5 CM GREASE FILLED PVC SLEEVE 90 CM LONG ENCASED IN A 12.7 CM PVC
 CY1297'PIPE WITH LOGO CAP SURROUNDED BY CONCRETE FLUSH WITH THE GROUND. IT
 CY1297'IS 39.0 M. (128 FT.) NORTHWEST FROM THE NORTHWEST CORNER OF A
 CY1297'TURNAROUND, 31.7 M (104.0 FT) NORTH-NORTHEAST FROM THE CENTER OF THE
 CY1297'RUNWAY, 21.1 M (69.2 FT) NORTH-NORTHEAST FROM A RUNWAY LIGHT AND 0.6
 CY1297'M (2.0 FT) SOUTH-SOUTHWEST FROM A FIBERGLASS WITNESS POST.
 CY1297
 CY1297                          STATION RECOVERY (1992)
 CY1297
 CY1297'RECOVERED 1992
 CY1297'RECOVERED IN GOOD CONDITION.
 CY1297
 CY1297                          STATION RECOVERY (2002)
 CY1297
 CY1297'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (EBA)
 CY1297'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1760 ***********************************************************************
 CX1760  DESIGNATION -  FAA MICROWAVE MST SW OF CUTTER
 CX1760  PID         -  CX1760
 CX1760  STATE/COUNTY-  NM/SIERRA
 CX1760  USGS QUAD   -  UPHAM (1985)
 CX1760
 CX1760                         *CURRENT SURVEY CONTROL
 CX1760  ___________________________________________________________________
 CX1760* NAD 83(1992)-  32 58 39.04367(N)    107 06 36.23981(W)     ADJUSTED  
 CX1760* NAVD 88     -                                                        
 CX1760  ___________________________________________________________________
 CX1760  LAPLACE CORR-          -0.61  (seconds)                    DEFLEC99
 CX1760  GEOID HEIGHT-         -23.18  (meters)                     GEOID03
 CX1760
 CX1760  HORZ ORDER  -  THIRD
 CX1760
 CX1760.The horizontal coordinates were established by classical geodetic methods
 CX1760.and adjusted by the National Geodetic Survey in December 1993..
 CX1760
 CX1760
 CX1760.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1760
 CX1760.The geoid height was determined by GEOID03.
 CX1760
 CX1760;                    North         East     Units Scale Factor Converg.
 CX1760;SPC NM W     -   219,493.708   897,603.845   MT  0.99997300   +0 23 37.3
 CX1760;SPC NM W     -   720,122.27  2,944,888.61   sFT  0.99997300   +0 23 37.3
 CX1760;UTM  13      - 3,650,770.802   302,818.075   MT  1.00007942   -1 08 56.0
 CX1760
 CX1760                          SUPERSEDED SURVEY CONTROL
 CX1760
 CX1760  NAD 83(1986)-  32 58 39.05081(N)    107 06 36.24631(W) AD(       ) 4
 CX1760  NAD 27      -  32 58 38.77704(N)    107 06 34.15347(W) AD(       ) 3
 CX1760
 CX1760.Superseded values are not recommended for survey control.
 CX1760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1760.See file dsdata.txt to determine how the superseded data were derived.
 CX1760
 CX1760_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS0281850771(NAD 83)
 CX1760_MARKER: 44 = MICROWAVE MAST
 CX1760
 CX1760  HISTORY     - Date     Condition        Report By
 CX1760  HISTORY     - 1966     FIRST OBSERVED   CGS
 CX1760
 CX1760                          STATION DESCRIPTION
 CX1760
 CX1760'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (JWC)
 CX1760'THE STATION IS THE RED, OBSTRUCTION LIGHT ON THE TOP OF A 200
 CX1760'FOOT HIGH STEEL MAST.  IT IS LOCATED ABOUT 7 MILES SW OF
 CX1760'CUTTER AND 14 MILES SOUTHEAST OF TRUTH OR CONSEQUENCES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS1416 ***********************************************************************
 DS1416  DESIGNATION -  FAA MST 15 MI N TRUTH CONSEQ
 DS1416  PID         -  DS1416
 DS1416  STATE/COUNTY-  NM/SIERRA
 DS1416  USGS QUAD   -  HUERFANO HILL (1980)
 DS1416
 DS1416                         *CURRENT SURVEY CONTROL
 DS1416  ___________________________________________________________________
 DS1416* NAD 83(1992)-  33 20 31.80695(N)    107 17 30.22918(W)     ADJUSTED  
 DS1416* NAVD 88     -                                                        
 DS1416  ___________________________________________________________________
 DS1416  LAPLACE CORR-          -2.09  (seconds)                    DEFLEC99
 DS1416  GEOID HEIGHT-         -23.06  (meters)                     GEOID03
 DS1416
 DS1416  HORZ ORDER  -  THIRD
 DS1416
 DS1416.The horizontal coordinates were established by classical geodetic methods
 DS1416.and adjusted by the National Geodetic Survey in December 1993..
 DS1416
 DS1416
 DS1416.The Laplace correction was computed from DEFLEC99 derived deflections.
 DS1416
 DS1416.The geoid height was determined by GEOID03.
 DS1416
 DS1416;                    North         East     Units Scale Factor Converg.
 DS1416;SPC NM W     -   259,832.111   880,414.368   MT  0.99994799   +0 17 51.7
 DS1416;SPC NM W     -   852,465.85  2,888,492.81   sFT  0.99994799   +0 17 51.7
 DS1416;UTM  13      - 3,691,565.979   286,723.584   MT  1.00016084   -1 15 36.4
 DS1416
 DS1416                          SUPERSEDED SURVEY CONTROL
 DS1416
 DS1416  NAD 83(1986)-  33 20 31.81372(N)    107 17 30.23067(W) AD(       ) 4
 DS1416  NAD 27      -  33 20 31.56105(N)    107 17 28.10418(W) AD(       ) 3
 DS1416
 DS1416.Superseded values are not recommended for survey control.
 DS1416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS1416.See file dsdata.txt to determine how the superseded data were derived.
 DS1416
 DS1416_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBS8672491566(NAD 83)
 DS1416
 DS1416  HISTORY     - Date     Condition        Report By
 DS1416  HISTORY     - 1966     FIRST OBSERVED   CGS
 DS1416  HISTORY     - 20050314 GOOD             GEOCAC
 DS1416
 DS1416                          STATION DESCRIPTION
 DS1416
 DS1416'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (ANP)
 DS1416'THE STATION IS THE CENTER OF A STEEL GIRDER WHICH CONNECTS TWO
 DS1416'240 FOOT HIGH STEEL MAST, LOCATED ABOUT 15-1/2 MILES NORTH
 DS1416'OF TRUTH OR CONSEQUENCES AND 0.1 MILE WEST OF U.S. HIGHWAY 85.
 DS1416'
 DS1416'TANGENTS WERE OBSERVED TO DETERMINE THE DIRECTION OF THIS
 DS1416'STATION.
 DS1416
 DS1416                          STATION RECOVERY (2005)
 DS1416
 DS1416'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 DS1416'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0087 ***********************************************************************
 DR0087  DESIGNATION -  FAIRBANKS
 DR0087  PID         -  DR0087
 DR0087  STATE/COUNTY-  NM/CHAVES
 DR0087  USGS QUAD   -  SOUTH SPRING (1975)
 DR0087
 DR0087                         *CURRENT SURVEY CONTROL
 DR0087  ___________________________________________________________________
 DR0087* NAD 83(1992)-  33 21 15.84217(N)    104 29 12.80814(W)     ADJUSTED  
 DR0087* NAVD 88     -      1096.494  (meters)    3597.41   (feet)  ADJUSTED  
 DR0087  ___________________________________________________________________
 DR0087  X           -  -1,334,310.886 (meters)                     COMP
 DR0087  Y           -  -5,164,271.359 (meters)                     COMP
 DR0087  Z           -   3,487,446.885 (meters)                     COMP
 DR0087  LAPLACE CORR-          -1.65  (seconds)                    DEFLEC99
 DR0087  ELLIP HEIGHT-        1073.28  (meters)          (08/10/01) GPS OBS
 DR0087  GEOID HEIGHT-         -23.19  (meters)                     GEOID03
 DR0087  DYNAMIC HT  -        1095.002 (meters)    3592.52  (feet)  COMP
 DR0087  MODELED GRAV-     979,238.9   (mgal)                       NAVD 88
 DR0087
 DR0087  HORZ ORDER  -  FIRST
 DR0087  VERT ORDER  -  FIRST     CLASS II
 DR0087  ELLP ORDER  -  THIRD     CLASS II
 DR0087
 DR0087.The horizontal coordinates were established by GPS observations
 DR0087.and adjusted by the National Geodetic Survey in March 1997..
 DR0087
 DR0087.The orthometric height was determined by differential leveling
 DR0087.and adjusted by the National Geodetic Survey in June 1991..
 DR0087
 DR0087.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR0087
 DR0087.The Laplace correction was computed from DEFLEC99 derived deflections.
 DR0087
 DR0087.The ellipsoidal height was determined by GPS observations
 DR0087.and is referenced to NAD 83.
 DR0087
 DR0087.The geoid height was determined by GEOID03.
 DR0087
 DR0087.The dynamic height is computed by dividing the NAVD 88
 DR0087.geopotential number by the normal gravity value computed on the
 DR0087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0087.degrees latitude (g = 980.6199 gals.).
 DR0087
 DR0087.The modeled gravity was interpolated from observed gravity values.
 DR0087
 DR0087;                    North         East     Units Scale Factor Converg.
 DR0087;SPC NM E     -   261,066.241   150,708.468   MT  0.99991161   -0 05 03.9
 DR0087;SPC NM E     -   856,514.83    494,449.37   sFT  0.99991161   -0 05 03.9
 DR0087;UTM  13      - 3,690,694.482   547,740.198   MT  0.99962810   +0 16 55.6
 DR0087
 DR0087!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR0087!SPC NM E     -   0.99983153  x   0.99991161  =   0.99974315
 DR0087!UTM  13      -   0.99983153  x   0.99962810  =   0.99945969
 DR0087
 DR0087|---------------------------------------------------------------------|
 DR0087| PID    Reference Object                     Distance      Geod. Az  |
 DR0087|                                                           dddmmss.s |
 DR0087| DR0088 FAIRBANKS RM 1                       37.080 METERS 01525     |
 DR0087| DR0089 FAIRBANKS RM 2                       26.194 METERS 14429     |
 DR0087| DR0887 ROSWELL ARMY AIR BASE WATER TK      APPROX. 5.4 KM 2093014.7 |
 DR0087| DR0880 ROSWELL AAB CEN CONTROL TWR         APPROX. 6.3 KM 2123453.4 |
 DR0087| DR0881 ROSWELL AAB W CONTROL TWR           APPROX. 6.5 KM 2153734.7 |
 DR0087| DR0878 ROSWELL ST PETERS CATH CH BRICK SPI APPROX. 4.8 KM 3161225.2 |
 DR0087| DR0875 ROSWELL COURTHOUSE DOME             APPROX. 5.7 KM 3252727.4 |
 DR0087| DR0876 ROSWELL RADIO MAST                  APPROX. 7.6 KM 3265233.1 |
 DR0087| DR0877 ROSWELL MILITARY INST FLAGPOLE      APPROX. 7.1 KM 3302517.8 |
 DR0087| CJ6323 FAIRBANKS AZ MK                                    3312519.5 |
 DR0087|---------------------------------------------------------------------|
 DR0087
 DR0087                          SUPERSEDED SURVEY CONTROL
 DR0087
 DR0087  ELLIP H (03/20/97) 1073.28   (m)                       GP(       ) 3 1
 DR0087  NAD 83(1992)-  33 21 15.84249(N)    104 29 12.81067(W) AD(       ) 2
 DR0087  NAD 83(1986)-  33 21 15.84741(N)    104 29 12.80602(W) AD(       ) 2
 DR0087  NAD 27      -  33 21 15.48300(N)    104 29 10.92000(W) AD(       ) 2
 DR0087  NAVD 88 (03/20/97) 1096.49   (m)         3597.4    (f) LEVELING    3  
 DR0087  NGVD 29 (07/19/86) 1095.96   (m)         3595.7    (f) LEVELING    3  
 DR0087
 DR0087.Superseded values are not recommended for survey control.
 DR0087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0087.See file dsdata.txt to determine how the superseded data were derived.
 DR0087
 DR0087_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES4774090694(NAD 83)
 DR0087_MARKER: DS = TRIANGULATION STATION DISK
 DR0087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR0087_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DR0087_STAMPING: FAIRBANKS 1935
 DR0087_MARK LOGO: CGS   
 DR0087_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR0087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR0087+STABILITY: SURFACE MOTION
 DR0087_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR0087+SATELLITE: SATELLITE OBSERVATIONS - July 09, 2005
 DR0087
 DR0087  HISTORY     - Date     Condition        Report By
 DR0087  HISTORY     - 1935     MONUMENTED       CGS
 DR0087  HISTORY     - 1941     GOOD             CGS
 DR0087  HISTORY     - 1943     GOOD             CGS
 DR0087  HISTORY     - 1957     GOOD             NGS
 DR0087  HISTORY     - 1982     GOOD             NGS
 DR0087  HISTORY     - 1982     GOOD             NGS
 DR0087  HISTORY     - 19960609 GOOD             CHANCE
 DR0087  HISTORY     - 20050709 GOOD             USPSQD
 DR0087
 DR0087                          STATION DESCRIPTION
 DR0087
 DR0087'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 DR0087'THE STATION IS 3 MILES AIRLINE SE OF ROSWELL, 100 YARDS WNW
 DR0087'OF FAIRBANKS SERVICE STATION, 60 FEET SW OF CENTER LINE OF
 DR0087'STATE HWY. 2, 42 FEET NE OF NE RAIL OF SANTA FE TRACK, 5-1/2
 DR0087'FEET W OF CORNER POST IN A FENCE CORNER ON THE ATCHISON,
 DR0087'TOPEKA AND SANTA FE RAILWAY RIGHT-OF-WAY.
 DR0087'
 DR0087'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 DR0087'DISKS SET IN CONCRETE.
 DR0087'
 DR0087'REFERENCE MARK 1 IS 56 FEET SW OF STATE HIGHWAY 2, 48 FEET
 DR0087'NE OF NE RAIL OF SANTA FE TRACK, AND 85.93 FEET FROM THE STATION.
 DR0087'AND REFERENCE MARK 2 IS 32 FEET
 DR0087'NE OF CENTER LINE OF STATE HIGHWAY 2, AND 121.65 FEET FROM
 DR0087'THE STATION.
 DR0087'
 DR0087'AZIMUTH MARK IS 38 FEET NE OF CENTER LINE OF STATE HIGHWAY 2,
 DR0087'22 FEET NW OF CORNER POST, AND 0.3 MILE FROM THE STATION.
 DR0087'
 DR0087'TO REACH FROM ROSWELL, GO 3.2 MILES S AND SE ON STATE HIGHWAY
 DR0087'2 FROM ITS JUNCTION WITH U.S. HIGHWAY 380 TO THE STATION.
 DR0087
 DR0087                          STATION RECOVERY (1941)
 DR0087
 DR0087'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (EHS)
 DR0087'STATION AND REFERENCE MARKS FOUND AS DESCRIBED.  NO ATTEMPT MADE
 DR0087'TO RECOVER AZIMUTH MARK.
 DR0087'
 DR0087'U.S. HIGHWAY 285 SHOULD BE SUBSTITUTED FOR STATE HIGHWAY 2
 DR0087'IN ORIGINAL DESCRIPTION.
 DR0087'
 DR0087'STATION IS AT FAIRBANKS SIDING OF THE ATCHISON, TOPEKA AND
 DR0087'SANTA FE RAILWAY.
 DR0087'
 DR0087'STATION AND REFERENCE MARKS STAMPED FAIRBANKS 1935.  REFERENCE
 DR0087'MARK ALSO STAMPED WITH NUMBER.
 DR0087'
 DR0087'STATION MARK PROJECTS ABOUT 1/2 FOOT.
 DR0087'
 DR0087'REFERENCE MARK 1 IS 51 FEET E OF CENTER LINE OF MAIN TRACK,
 DR0087'AT APPROXIMATELY SAME ELEVATION.
 DR0087'
 DR0087'REFERENCE MARK 2 IS 21 FEET N OF THE CENTER LINE OF THE ENTRANCE
 DR0087'TO A SMALL PARK.
 DR0087
 DR0087                          STATION RECOVERY (1943)
 DR0087
 DR0087'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (EHB)
 DR0087'ALL MARKS RECOVERED AS DESCRIBED IN GOOD CONDITION.  WRITE
 DR0087'U.S. HIGHWAY 285 FOR STATE HIGHWAY 2.
 DR0087'
 DR0087'STATION IS DIRECTLY ACROSS THE HIGHWAY FROM A CEMENT AND ROCK
 DR0087'FISH POND IN THE FRONT YARD OF THE FAIRBANKS RESIDENCE.  IT
 DR0087'PROJECTS ABOUT 4 INCHES ABOVE GROUND.
 DR0087'
 DR0087'REFERENCE MARKS 1 AND 2 ARE FLUSH.
 DR0087'
 DR0087'BENCH MARK J-203 IS LOCATED ABOUT 0.35 MILE NNW OF THE STATION,
 DR0087'ABOUT 40 FEET SW OF THE CENTER LINE OF U.S. HIGHWAY 285 AND
 DR0087'ABOUT 3 FEET N OF A WHITE MARKER POST.  IT IS A U.S.C. AND G.S.
 DR0087'BENCH-MARK DISK SET INTHE TOP OF A CONCRETE POST WHICH PROJECTS
 DR0087'ABOUT 2 INCHES ABOVE GROUND.  IT IS STAMPED J 203 1941.
 DR0087'
 DR0087'AZIMUTH MARK IS 0.25 MILE NNW OF THE STATION, ABOUT 43 PACES
 DR0087'NW OF ROAD JUNCTION, 40 FEET NE OF CENTER LINE OF HIGHWAY,
 DR0087'2-1/2 FEET NE OF A FENCE, IN THE EDGE OF AN EARTH DAM.  IT
 DR0087'IS A BRONZE REFERENCE DISK SET IN THE TOP OF A CONCRETE POST
 DR0087'FLUSH WITH THE GROUND.  IT IS STAMPED FAIRBANKS AZIMUTH 1935.
 DR0087'
 DR0087'A 15-FOOT WOOD STAND WAS USED FOR OBSERVATIONS.
 DR0087
 DR0087                          STATION RECOVERY (1957)
 DR0087
 DR0087'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 DR0087'3.7 MI SE FROM ROSWELL.
 DR0087'ABOUT 3.7 MILES SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 DR0087'RAILWAY FROM THE STATION AT ROSWELL, 16 POLES SOUTHEAST OF MILEPOST
 DR0087'111, AT THE FAIRBANKS SIDING, 45 FEET NORTHEAST OF THE NORTHEAST RAIL,
 DR0087'60 FEET SOUTHWEST OF THE CENTER LINE OF U. S. HIGHWAY 285 BYPASS, 3
 DR0087'FEET NORTH-NORTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT
 DR0087'BELOW THE LEVEL OF THE TRACK, AND IN THE TOP OF A CONCRETE POST
 DR0087'PROJECTING 4 INCHES.
 DR0087
 DR0087                          STATION RECOVERY (1982)
 DR0087
 DR0087'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (RHK)
 DR0087'THE STATION WAS RECOVERED AS DESCRIBED.  A THOROUGH SEARCH
 DR0087'FOR THE REFERENCE MARKS REVEALED NO EVIDENCE OF THEM.
 DR0087
 DR0087                          STATION RECOVERY (1982)
 DR0087
 DR0087'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 DR0087'RECOVERED IN GOOD CONDITION.  THE 1957 DESCRIPTION IS ADEQUATE EXCEPT
 DR0087'ADD 20.1 METERS (66.0 FT) SOUTHEAST OF THE CENTER OF A DRIVEWAY.
 DR0087'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 DR0087
 DR0087                          STATION RECOVERY (1996)
 DR0087
 DR0087'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (MFY)
 DR0087'A NEW AND COMPLETE DESCRIPTION FOLLOWS THE STATION IS LOCATED
 DR0087'APPROXIMATELY 5.9 KM (3.65 MI) SOUTHEAST FROM ROSWELL ALONG STATE
 DR0087'HIGHWAY 256.  THE STATION IS LOCATED ON STATE OF NEW MEXICO HIGHWAY
 DR0087'RIGHT-OF-WAY TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 70
 DR0087'(2ND STREET) AND US HIGHWAY 285 (MAIN STREET) IN ROSWELL, PROCEED
 DR0087'SOUTH ON US HIGHWAY 285 FOR 3.4 KM (2.10 MI) TO POE STREET.  TURN LEFT
 DR0087'AND GO EAST ON POE STREET FOR 1.8 KM (1.10 MI) TO STATE HIGHWAY 256.
 DR0087'BEAR RIGHT AND CONTNUE SOUTHEAST ON STATE HIGHWAY 256 FOR 1.3 KM (0.80
 DR0087'MI) TO THE STATION ON THE RIGHT THE STATION IS A TRIANGULATION DISK
 DR0087'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT PROJECTING 0.1 M (0.3
 DR0087'FT) ABOVE THE GROUND.  THE STATION IS LOCATED 20.1 M (65.9 FT)
 DR0087'SOUTHEAST OF THE CENTER OF A DRIVEWAY, 18.3 M (60.0 FT) SOUTHWEST OF
 DR0087'THE CENTERLINE OF STATE HIGHWAY 256, 13.7 M (44.9 FT) NORTHEAST OF THE
 DR0087'NORTHEAST RAIL OF A RAIL TRACK, 0.3 M (1.0 FT) SOUTHEAST OF A WITNESS
 DR0087'POST, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE TRACK
 DR0087
 DR0087                          STATION RECOVERY (2005)
 DR0087
 DR0087'RECOVERY NOTE BY US POWER SQUADRON 2005 (BJK)
 DR0087'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0088 ***********************************************************************
 DR0088  DESIGNATION -  FAIRBANKS RM 1
 DR0088  PID         -  DR0088
 DR0088  STATE/COUNTY-  NM/CHAVES
 DR0088  USGS QUAD   -  SOUTH SPRING (1975)
 DR0088
 DR0088                         *CURRENT SURVEY CONTROL
 DR0088  ___________________________________________________________________
 DR0088* NAD 83(1986)-  33 21 15.     (N)    104 29 12.     (W)     SCALED    
 DR0088* NAVD 88     -      1096.484  (meters)    3597.38   (feet)  POSTED    
 DR0088  ___________________________________________________________________
 DR0088  GEOID HEIGHT-         -23.19  (meters)                     GEOID03
 DR0088  DYNAMIC HT  -        1094.990 (meters)    3592.48  (feet)  COMP
 DR0088  MODELED GRAV-     979,238.9   (mgal)                       NAVD 88
 DR0088
 DR0088  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 DR0088
 DR0088.The horizontal coordinates were scaled from a topographic map and have
 DR0088.an estimated accuracy of +/- 6 seconds.
 DR0088
 DR0088.The orthometric height was determined by differential leveling
 DR0088.and adjusted by the National Geodetic Survey in 1992..
 DR0088.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 DR0088.rate greater than 8.0 mm/km.
 DR0088
 DR0088.The geoid height was determined by GEOID03.
 DR0088
 DR0088.The dynamic height is computed by dividing the NAVD 88
 DR0088.geopotential number by the normal gravity value computed on the
 DR0088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0088.degrees latitude (g = 980.6199 gals.).
 DR0088
 DR0088.The modeled gravity was interpolated from observed gravity values.
 DR0088
 DR0088;                    North         East    Units  Estimated Accuracy
 DR0088;SPC NM E     -   261,040.      150,730.      MT  (+/- 180 meters Scaled)
 DR0088
 DR0088                          SUPERSEDED SURVEY CONTROL
 DR0088
 DR0088  NGVD 29 (??/??/92) 1095.950  (m)         3595.63   (f) ADJ UNCH    1 2
 DR0088
 DR0088.Superseded values are not recommended for survey control.
 DR0088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0088.See file dsdata.txt to determine how the superseded data were derived.
 DR0088
 DR0088_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES477906(NAD 83)
 DR0088_MARKER: DR = REFERENCE MARK DISK
 DR0088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR0088_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DR0088_STAMPING: FAIRBANKS NO. 1 1935
 DR0088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR0088+STABILITY: SURFACE MOTION
 DR0088
 DR0088  HISTORY     - Date     Condition        Report By
 DR0088  HISTORY     - 1935     MONUMENTED       CGS
 DR0088  HISTORY     - 1957     GOOD             NGS
 DR0088  HISTORY     - 1982     MARK NOT FOUND   NGS
 DR0088
 DR0088                          STATION DESCRIPTION
 DR0088
 DR0088'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 DR0088'3.7 MI SE FROM ROSWELL.
 DR0088'ABOUT 3.7 MILES SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 DR0088'RAILWAY FROM THE STATION AT ROSWELL, 16 POLES SOUTHEAST OF MILEPOST
 DR0088'111, 126 FEET NORTHEAST OF THE NORTHEAST RAIL, 121.6 FEET NORTH OF AND
 DR0088'ACROSS THE HIGHWAY FROM THE TRIANGULATION STATION, 32 FEET NORTHEAST
 DR0088'OF THE CENTER LINE OF U. S. HIGHWAY 285 BYPASS, 21 FEET NORTHWEST OF
 DR0088'THE CENTER LINE OF A ROAD LEADING TO A SMALL PARK, ABOUT LEVEL WITH
 DR0088'THE HIGHWAY AND TRACK, AND IN THE TOP OF A CONCRETE POST PROJECTING 3
 DR0088'INCHES.
 DR0088
 DR0088                          STATION RECOVERY (1982)
 DR0088
 DR0088'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 DR0088'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0089 ***********************************************************************
 DR0089  DESIGNATION -  FAIRBANKS RM 2
 DR0089  PID         -  DR0089
 DR0089  STATE/COUNTY-  NM/CHAVES
 DR0089  USGS QUAD   -  SOUTH SPRING (1975)
 DR0089
 DR0089                         *CURRENT SURVEY CONTROL
 DR0089  ___________________________________________________________________
 DR0089* NAD 83(1986)-  33 21 15.     (N)    104 29 12.     (W)     SCALED    
 DR0089* NAVD 88     -      1096.419  (meters)    3597.17   (feet)  POSTED    
 DR0089  ___________________________________________________________________
 DR0089  GEOID HEIGHT-         -23.19  (meters)                     GEOID03
 DR0089  DYNAMIC HT  -        1094.930 (meters)    3592.28  (feet)  COMP
 DR0089  MODELED GRAV-     979,238.9   (mgal)                       NAVD 88
 DR0089
 DR0089  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 DR0089
 DR0089.The horizontal coordinates were scaled from a topographic map and have
 DR0089.an estimated accuracy of +/- 6 seconds.
 DR0089
 DR0089.The orthometric height was determined by differential leveling
 DR0089.and adjusted by the National Geodetic Survey in 1992..
 DR0089.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 DR0089.rate greater than 8.0 mm/km.
 DR0089
 DR0089.The geoid height was determined by GEOID03.
 DR0089
 DR0089.The dynamic height is computed by dividing the NAVD 88
 DR0089.geopotential number by the normal gravity value computed on the
 DR0089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0089.degrees latitude (g = 980.6199 gals.).
 DR0089
 DR0089.The modeled gravity was interpolated from observed gravity values.
 DR0089
 DR0089;                    North         East    Units  Estimated Accuracy
 DR0089;SPC NM E     -   261,040.      150,730.      MT  (+/- 180 meters Scaled)
 DR0089
 DR0089                          SUPERSEDED SURVEY CONTROL
 DR0089
 DR0089  NGVD 29 (??/??/92) 1095.885  (m)         3595.42   (f) ADJ UNCH    1 2
 DR0089
 DR0089.Superseded values are not recommended for survey control.
 DR0089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0089.See file dsdata.txt to determine how the superseded data were derived.
 DR0089
 DR0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES477906(NAD 83)
 DR0089_MARKER: DR = REFERENCE MARK DISK
 DR0089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR0089_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DR0089_STAMPING: FAIRBANKS NO. 2 1935
 DR0089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR0089+STABILITY: SURFACE MOTION
 DR0089
 DR0089  HISTORY     - Date     Condition        Report By
 DR0089  HISTORY     - 1935     MONUMENTED       CGS
 DR0089  HISTORY     - 1957     GOOD             NGS
 DR0089  HISTORY     - 1982     MARK NOT FOUND   NGS
 DR0089
 DR0089                          STATION DESCRIPTION
 DR0089
 DR0089'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 DR0089'3.7 MI SE FROM ROSWELL.
 DR0089'ABOUT 3.7 MILES SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 DR0089'RAILWAY FROM THE STATION AT ROSWELL, 16 POLES SOUTHEAST OF MILEPOST
 DR0089'111, 51 FEET NORTHEAST OF THE NORTHEAST RAIL, 86 FEET SOUTHEAST OF THE
 DR0089'TRIANGULATION STATION, 56 FEET SOUTHWEST OF THE CENTER LINE OF U. S.
 DR0089'HIGHWAY 285 BYPASS, ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACK, AND IN
 DR0089'THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
 DR0089
 DR0089                          STATION RECOVERY (1982)
 DR0089
 DR0089'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 DR0089'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS1148 ***********************************************************************
 DS1148  DESIGNATION -  FALL
 DS1148  PID         -  DS1148
 DS1148  STATE/COUNTY-  NM/OTERO
 DS1148  USGS QUAD   -  THREE RIVERS (1981)
 DS1148
 DS1148                         *CURRENT SURVEY CONTROL
 DS1148  ___________________________________________________________________
 DS1148* NAD 83(1992)-  33 19 58.40910(N)    106 00 02.10871(W)     ADJUSTED  
 DS1148* NAVD 88     -      1557.     (meters)    5108.     (feet)  SCALED    
 DS1148  ___________________________________________________________________
 DS1148  LAPLACE CORR-          10.32  (seconds)                    DEFLEC99
 DS1148  GEOID HEIGHT-         -21.29  (meters)                     GEOID03
 DS1148
 DS1148  HORZ ORDER  -  THIRD
 DS1148
 DS1148.The horizontal coordinates were established by classical geodetic methods
 DS1148.and adjusted by the National Geodetic Survey in December 1993..
 DS1148
 DS1148.The orthometric height was scaled from a topographic map.
 DS1148
 DS1148.The Laplace correction was computed from DEFLEC99 derived deflections.
 DS1148
 DS1148.The geoid height was determined by GEOID03.
 DS1148
 DS1148;                    North         East     Units Scale Factor Converg.
 DS1148;SPC NM C     -   258,695.749   523,218.347   MT  0.99990664   +0 08 13.4
 DS1148;SPC NM C     -   848,737.64  1,716,592.19   sFT  0.99990664   +0 08 13.4
 DS1148;UTM  13      - 3,688,639.133   406,880.144   MT  0.99970691   -0 32 59.5
 DS1148
 DS1148!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS1148!SPC NM C     -   0.99975901  x   0.99990664  =   0.99966567
 DS1148!UTM  13      -   0.99975901  x   0.99970691  =   0.99946599
 DS1148
 DS1148:                Primary Azimuth Mark                     Grid Az
 DS1148:SPC NM C     -  FALL AZ MK 2                             010 46 09.2
 DS1148:UTM  13      -  FALL AZ MK 2                             011 27 22.1
 DS1148
 DS1148|---------------------------------------------------------------------|
 DS1148| PID    Reference Object                     Distance      Geod. Az  |
 DS1148|                                                           dddmmss.s |
 DS1148| CD2864 FALL AZ MK 2                                       0105422.6 |
 DS1148| CD2865 FALL RM 1                             5.831 METERS 01943     |
 DS1148| CD2866 FALL RM 2                            22.191 METERS 12549     |
 DS1148| CD2863 FALL AZ MK                                         3580258.7 |
 DS1148|---------------------------------------------------------------------|
 DS1148
 DS1148                          SUPERSEDED SURVEY CONTROL
 DS1148
 DS1148  NAD 83(1986)-  33 19 58.41627(N)    106 00 02.11129(W) AD(       ) 3
 DS1148  NAD 27      -  33 19 58.14260(N)    106 00 00.14590(W) AD(       ) 3
 DS1148
 DS1148.Superseded values are not recommended for survey control.
 DS1148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS1148.See file dsdata.txt to determine how the superseded data were derived.
 DS1148
 DS1148_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDS0688088639(NAD 83)
 DS1148_MARKER: DS = TRIANGULATION STATION DISK
 DS1148_SETTING: 80 = SET IN A BOULDER
 DS1148_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 DS1148
 DS1148  HISTORY     - Date     Condition        Report By
 DS1148  HISTORY     - 1936     MONUMENTED       CGS
 DS1148  HISTORY     - 1956     GOOD             CGS
 DS1148  HISTORY     - 1966     GOOD             USAF
 DS1148
 DS1148                          STATION DESCRIPTION
 DS1148
 DS1148'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 DS1148'THE STATION IS ABOUT 4 MILES EAST AND 1/2 MILE NORTH OF THREE
 DS1148'RIVERS, ON THE OLD ALBERT E. FALL RANCH, IN THREE RIVERS VALLEY,
 DS1148'ABOUT 2 MILES EAST OF THE RANCH HOUSE, ABOUT 3/4 MILE SOUTH OF
 DS1148'THREE RIVERS WASH, ON THE HIGHEST POINT OF A HIGH, BRUSHY
 DS1148'RIDGE.  THIS RIDGE IS THE FIRST ONE SOUTH OF THE WASH, IS THE
 DS1148'HIGHEST RIDGE IN THE VICINITY, AND THE HIGHEST POINT IS ABOUT
 DS1148'50 FEET ABOVE THE VALLEY FLOOR.  ANDERSONS FARM HOUSE, ABOUT
 DS1148'1 MILE DISTANT, BEARS 351 DEG MAGNETIC SOUTH.  THE STATION AND
 DS1148'REFERENCE MARKS ARE STANDARD DISKS SET IN ROCK.
 DS1148'REFERENCE MARK NO. 1 IS 5.833 METERS
 DS1148'(19.14 FEET) FROM THE STATION N 19 DEG 42 MIN E, AND
 DS1148'NO. 2 IS 22.195 METERS (72.82 FEET) FROM THE STATION
 DS1148'S 54 DEG 11 MIN E.  THE AZIMUTH MARK, A STANDARD
 DS1148'DISK SET IN CONCRETE, IS ABOUT 150
 DS1148'YARDS WEST OF AN ADOBE FARM HOUSE, 34 YARDS WEST OF A CATTLE
 DS1148'GUARD, 9 YARDS SOUTH OF THE CENTER LINE OF A ROAD AND
 DS1148'APPROXIMATELY 1 MILE FROM THE STATION N 01 DEG 57 MIN W.
 DS1148
 DS1148                          STATION RECOVERY (1956)
 DS1148
 DS1148'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (WRH)
 DS1148'THE STATION WAS FOUND AS DESCRIBED.  THE STATION MARK AND THE
 DS1148'REFERENCE MARKS WERE FOUND IN GOOD CONDITION.  THE AZIMUTH
 DS1148'MARK WAS DESTROYED AND A NEW ONE WAS ESTABLISHED.  A COMPLETE
 DS1148'NEW DESCRIPTION IS AS FOLLOWS.
 DS1148'
 DS1148'THE STATION IS LOCATED ON A LOW BRUSH COVERED RIDGE THAT RUNS
 DS1148'IN A EAST AND WEST DIRECTION.  THE STATION IS LOCATED, AIRLINE,
 DS1148'ABOUT 10 MILES SOUTH OF THE VILLAGE OF OSCURA, 4 MILES EAST OF
 DS1148'THE VILLAGE OF THREE RIVERS, 3/4 MILE SOUTH OF THE THREE RIVERS
 DS1148'WASH AND IT IS IN THE THREE RIVERS VALLEY.
 DS1148'
 DS1148'THE STATION MARK IS A STANDARD DISK STAMPED FALL 1936 SET IN
 DS1148'A DRILL HOLE IN A SMALL BOULDER THAT PROJECTS 12 INCHES ABOVE
 DS1148'THE GROUND.  THE MARK IS 38 FEET NORTH OF THE CENTERLINE OF
 DS1148'A TRACK ROAD AND 9.5 FEET EAST SOUTHEAST OF A 2 FOOT CAIRN.
 DS1148'
 DS1148'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED FALL NO 1
 DS1148'1936 SET IN A DRILL HOLE IN A SMALL BOULDER THAT PROJECTS 5
 DS1148'INCHES ABOVE THE GROUND.  THE MARK IS AT A SMALL CAIRN AND
 DS1148'IT IS 1 FOOT LOWER THAN THE STATION.
 DS1148'
 DS1148'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED FALL NO 2
 DS1148'1936 SET IN A DRILL HOLE IN A SMALL BOULDER THAT PROJECTS 12
 DS1148'INCHES ABOVE THE GROUND.  THE MARK IS 15 FEET SOUTH OF THE
 DS1148'CENTERLINE OF THE TRACK ROAD AND IT IS 1 FOOT LOWER THAN THE
 DS1148'STATION.
 DS1148'
 DS1148'THE AZIMUTH MARK IS A STANDARD DISK STAMPED FALL 1936 1956
 DS1148'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT PROJECTS
 DS1148'3 INCHES ABOVE THE GROUND.  THE MARK IS 80 FEET NORTHWEST OF
 DS1148'THE CENTERLINE OF A GRADED ROAD.
 DS1148'
 DS1148'TO REACH THE STATION FROM THE RAILROAD CROSSING IN THE VILLAGE
 DS1148'OF THREE RIVERS GO EASTERLY ON A GRADED ROAD FOR 5.2 MILES
 DS1148'TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.  TO REACH THE
 DS1148'STATION FROM THE AZIMUTH MARK CONTINUE EASTERLY ON THE GRADED
 DS1148'ROAD FOR 0.45 MILE TO A DIRT SIDE ROAD RIGHT.  TURN RIGHT AND
 DS1148'GO SOUTHWESTERLY FOR 0.15 MILE TO THE THREE RIVERS WASH.  CROSS
 DS1148'THE THREE RIVERS WASH AND CONTINUE SOUTHWEST FOR 0.6 MILE TO
 DS1148'A DIM TRACK ROAD ON THE RIGHT AT THE EAST END OF THE RIDGE.
 DS1148'TURN RIGHT AND GO WESTERLY UP THE SLOPE OF THE RIDGE AND
 DS1148'ALONG THE HIGHEST PART OF THE RIDGE FOR 0.2 MILE TO THE
 DS1148'STATION AS DESCRIBED.
 DS1148'
 DS1148'OFFICE NOTE--AZIMUTH MARK DISK STAMPED FALL 1936 RECEIVED 10/25/56
 DS1148
 DS1148                          STATION RECOVERY (1966)
 DS1148
 DS1148'RECOVERY NOTE BY US AIR FORCE 1966
 DS1148'STATION TO REACH FOLLOWS--
 DS1148'
 DS1148'TO REACH FROM THE RAILROAD CROSSING AT THREE RIVERS, GO EAST ON
 DS1148'GRADED ROAD FOR 5.4 MILES TO THE AZIMUTH MARK ON THE LEFT,
 DS1148'CONTINUED EAST ON GRADED ROAD FOR 0.45 MILE TO A DIRT ROAD ON
 DS1148'THE RIGHT, TURN RIGHT, SOUTH, AND GO 0.15 MILE TO THE THREE
 DS1148'RIVERS WASH, CROSS WASH AND CONTINUED SOUTH TO ANOTHER WASH
 DS1148'AND END OF TRUCK TRAVEL, PACK SOUTH ON DIRT ROAD FOR 1.0 MILE
 DS1148'TO EAST END OF EAST-WEST RIDGE, PACK WESTERLY UP RIDGE FOR
 DS1148'300 YARDS TO THE STATION, 30 MINUTE PACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1399 ***********************************************************************
 FO1399  DESIGNATION -  FALLS RESET
 FO1399  PID         -  FO1399
 FO1399  STATE/COUNTY-  NM/BERNALILLO
 FO1399  USGS QUAD   -  LOS GRIEGOS (1990)
 FO1399
 FO1399                         *CURRENT SURVEY CONTROL
 FO1399  ___________________________________________________________________
 FO1399* NAD 83(1992)-  35 07 51.57854(N)    106 43 23.82562(W)     ADJUSTED  
 FO1399* NAVD 88     -      1629.4    (meters)    5346.     (feet)  VERTCON   
 FO1399  ___________________________________________________________________
 FO1399  LAPLACE CORR-          -0.02  (seconds)                    DEFLEC99
 FO1399  GEOID HEIGHT-         -21.43  (meters)                     GEOID03
 FO1399
 FO1399  HORZ ORDER  -  FIRST
 FO1399
 FO1399.The horizontal coordinates were established by classical geodetic methods
 FO1399.and adjusted by the National Geodetic Survey in December 1993..
 FO1399
 FO1399.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1399.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1399
 FO1399.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1399
 FO1399.The geoid height was determined by GEOID03.
 FO1399
 FO1399;                    North         East     Units Scale Factor Converg.
 FO1399;SPC NM C     -   458,207.988   456,867.803   MT  0.99992292   -0 16 20.5
 FO1399;SPC NM C     - 1,503,304.04  1,498,907.12   sFT  0.99992292   -0 16 20.5
 FO1399;UTM  13      - 3,888,928.945   342,990.358   MT  0.99990382   -0 59 30.7
 FO1399
 FO1399!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1399!SPC NM C     -   0.99974766  x   0.99992292  =   0.99967060
 FO1399!UTM  13      -   0.99974766  x   0.99990382  =   0.99965151
 FO1399
 FO1399:                Primary Azimuth Mark                     Grid Az
 FO1399:SPC NM C     -  T10 11N R2E SECS 2 3 34 35               091 03 36.1
 FO1399:UTM  13      -  T10 11N R2E SECS 2 3 34 35               091 46 46.3
 FO1399
 FO1399|---------------------------------------------------------------------|
 FO1399| PID    Reference Object                     Distance      Geod. Az  |
 FO1399|                                                           dddmmss.s |
 FO1399| FO1395 T10 11N R2E SECS 2 3 34 35          APPROX. 1.2 KM 0904715.6 |
 FO1399| CD3414 FALLS RM 1                           11.622 METERS 16157     |
 FO1399| FO1420 ALBUQUERQUE MTN ST TT CO TOWER      APPROX. 9.0 KM 2171155.1 |
 FO1399| CD3415 FALLS RM 2                           10.196 METERS 25333     |
 FO1399|---------------------------------------------------------------------|
 FO1399
 FO1399                          SUPERSEDED SURVEY CONTROL
 FO1399
 FO1399  NAD 83(1986)-  35 07 51.58383(N)    106 43 23.82712(W) AD(       ) 1
 FO1399  NAD 27      -  35 07 51.42347(N)    106 43 21.72771(W) AD(       ) 1
 FO1399  NGVD 29 (07/19/86) 1628.6    (m)         5343.     (f) VERT ANG       
 FO1399
 FO1399.Superseded values are not recommended for survey control.
 FO1399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1399.See file dsdata.txt to determine how the superseded data were derived.
 FO1399
 FO1399_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU4299088929(NAD 83)
 FO1399_MARKER: DS = TRIANGULATION STATION DISK
 FO1399_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 FO1399_STAMPING: FALLS 1969 1978
 FO1399_MARK LOGO: NGS   
 FO1399_MAGNETIC: N = NO MAGNETIC MATERIAL
 FO1399_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FO1399+STABILITY: POSITION/ELEVATION WELL
 FO1399
 FO1399  HISTORY     - Date     Condition        Report By
 FO1399  HISTORY     - 1978     MONUMENTED       NGS
 FO1399
 FO1399                          STATION DESCRIPTION
 FO1399
 FO1399'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 FO1399'STATION RECOVERED AND ALL MARKS EXCEPT THE STATION MARK WERE FOUND IN
 FO1399'GOOD CONDITION.  THE STATION MARK DISK STEM WAS FOUND IN THE STATION
 FO1399'DISK HOLE.  THE STEM WAS CHISELED OUT AND A NEW STATION DISK WAS
 FO1399'CEMENTED IN ORIGINAL STATION DISK HOLE.  DISTANCE AND DIRECTION TO
 FO1399'REFERENCE MARKS COMPARED FAVORABLY WITH PREVIOUS DATA.  THE GLO MARK
 FO1399'WAS NOT OBSERVED TO AT THIS TIME.  STATION LOCATION AND ROUTE TO
 FO1399'STATION IS STILL ADEQUATE.
 FO1399' 
 FO1399'THE STATION IS LOCATED ABOUT 5 MILES NORTHWEST OF THE CENTER OF
 FO1399'ALBUQUERQUE, 2 MILES NORTHWEST OF THE JUNCTION OF INTERSTATE HIGHWAY
 FO1399'40 AND NORTH COORS ROAD (STATE HIGHWAY 448), 1-1/2 MILES WEST OF THE
 FO1399'UNIVERSITY OF ALBUQUERQUE AND NEAR THE EDGE OF A LAVA BENCH.
 FO1399' 
 FO1399'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 40 AND
 FO1399'NORTH COORS ROAD IN THE NORTHWEST PART OF ALBUQUERQUE, GO NORTH ON
 FO1399'NORTH COORS ROAD FOR 1.4 MILES TO A CROSSROAD AND THE UNIVERSITY OF
 FO1399'ALBUQUERQUE IN THE NORTHEAST ANGLE OF THE INTERSECTION.  TURN LEFT AND
 FO1399'GO WEST ON A GRAVELED ROAD FOR 0.25 MILE TO A T-ROAD.  TURN RIGHT AND
 FO1399'GO NORTH ON A PAVED ROAD FOR 0.1 MILE TO A SIDE ROAD LEFT.    CONTINUE
 FO1399'NORTH ON THE PAVED ROAD FOR 0.45 MILE TO A SIDE ROAD LEFT.  TURN LEFT
 FO1399'AND GO WEST ON A DIRT ROAD FOR 0.5 MILE TO WHERE THE MAIN ROAD CURVES
 FO1399'LEFT.  TURN LEFT, CONTINUE SOUTH AND WEST ON THE DIRT ROAD FOR 0.15
 FO1399'MILE TO THE BASE OF THE HILL.  TURN RIGHT, GO IN A NORTHERLY
 FO1399'DIRECTION, UPHILL, ON A DIRT ROAD FOR 0.3 MILE TO THE TOP OF THE HILL.
 FO1399'TURN LEFT, GO WEST ON A DIRT ROAD FOR ABOUT 100 FEET TO A FORK.  BEAR
 FO1399'LEFT AND GO IN A SOUTHERLY DIRECTION ON THE DIRT ROAD FOR 0.6 MILE TO
 FO1399'THE STATION ON THE LEFT.
 FO1399' 
 FO1399'STATION IS A STANDARD DISK STAMPED--FALLS 1969 1978--, CEMENTED IN A
 FO1399'DRILL HOLE, IN TOP OF OUTCROPPING LAVA ROCK PROJECTING 8 INCHES, 249
 FO1399'FT (75.9 M) NORTHEAST OF A POWER LINE POLE WW8, 46.5 FT (14.2 M)
 FO1399'SOUTHEAST OF A TRACK ROAD, 3 FT (0.9 M) WEST OF A METAL WITNESS POST.
 FO1399' 
 FO1399'REFERENCE MARK 1 IS A STANDARD DISK STAMPED--FALLS NO 1 1969--,
 FO1399'CEMENTED IN A DRILL HOLE, IN TOP OF A LAVA ROCK PROJECTING 1.5 FT (0.5
 FO1399'M).
 FO1399' 
 FO1399'REFERENCE MARK 2 IS A STANDARD DISK STAMPED--FALLS NO 2 1969--, SET IN
 FO1399'THE TOP OF A ROUND CONCRETE MONUMENT PROJECTING ABOUT 8 INCHES.
 FO1399' 
 FO1399'THE GLO MARK IS A STANDARD US GENERAL LAND OFFICE SURVEY DISK
 FO1399'STAMPED--S2 3 34 T11N R2E, ATTACHED TO TOP OF A 3-INCH IRON PIPE
 FO1399'PROJECTING ABOUT 1 FT (0.3 M).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0675 ***********************************************************************
 GM0675  DESIGNATION -  FARLEY
 GM0675  PID         -  GM0675
 GM0675  STATE/COUNTY-  NM/COLFAX
 GM0675  USGS QUAD   -  FARLEY (1974)
 GM0675
 GM0675                         *CURRENT SURVEY CONTROL
 GM0675  ___________________________________________________________________
 GM0675* NAD 83(1992)-  36 21 48.84187(N)    104 05 55.60874(W)     ADJUSTED  
 GM0675* NAVD 88     -      1906.0    (meters)    6253.     (feet)  VERTCON   
 GM0675  ___________________________________________________________________
 GM0675  LAPLACE CORR-          -2.64  (seconds)                    DEFLEC99
 GM0675  GEOID HEIGHT-         -18.93  (meters)                     GEOID03
 GM0675
 GM0675  HORZ ORDER  -  SECOND
 GM0675
 GM0675.The horizontal coordinates were established by classical geodetic methods
 GM0675.and adjusted by the National Geodetic Survey in December 1993..
 GM0675
 GM0675.The NAVD 88 height was computed by applying the VERTCON shift value to
 GM0675.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GM0675
 GM0675.The Laplace correction was computed from DEFLEC99 derived deflections.
 GM0675
 GM0675.The geoid height was determined by GEOID03.
 GM0675
 GM0675;                    North         East     Units Scale Factor Converg.
 GM0675;SPC NM E     -   594,882.087   186,048.783   MT  0.99991455   +0 08 20.6
 GM0675;SPC NM E     - 1,951,708.98    610,395.05   sFT  0.99991455   +0 08 20.6
 GM0675;UTM  13      - 4,024,651.622   580,851.339   MT  0.99968054   +0 32 03.7
 GM0675
 GM0675!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GM0675!SPC NM E     -   0.99970392  x   0.99991455  =   0.99961849
 GM0675!UTM  13      -   0.99970392  x   0.99968054  =   0.99938455
 GM0675
 GM0675|---------------------------------------------------------------------|
 GM0675| PID    Reference Object                     Distance      Geod. Az  |
 GM0675|                                                           dddmmss.s |
 GM0675| CM8061 FARLEY RM 1                          13.913 METERS 00924     |
 GM0675| CM8063 FARLEY MUN WATER TANK                              1033714.4 |
 GM0675| CM8060 FARLEY AZ MK                                       2703351.2 |
 GM0675| CM8062 FARLEY RM 2                          10.757 METERS 27952     |
 GM0675|---------------------------------------------------------------------|
 GM0675
 GM0675                          SUPERSEDED SURVEY CONTROL
 GM0675
 GM0675  NAD 83(1986)-  36 21 48.84993(N)    104 05 55.60593(W) AD(       ) 2
 GM0675  NAD 27      -  36 21 48.74620(N)    104 05 53.69470(W) AD(       ) 2
 GM0675  NGVD 29 (07/19/86) 1905.2    (m)         6251.     (f) VERT ANG       
 GM0675
 GM0675.Superseded values are not recommended for survey control.
 GM0675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0675.See file dsdata.txt to determine how the superseded data were derived.
 GM0675
 GM0675_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEA8085124652(NAD 83)
 GM0675_MARKER: DS = TRIANGULATION STATION DISK
 GM0675_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GM0675
 GM0675  HISTORY     - Date     Condition        Report By
 GM0675  HISTORY     - 1960     MONUMENTED       CGS
 GM0675  HISTORY     - 1970     GOOD             DOD
 GM0675  HISTORY     - 1971     GOOD             NGS
 GM0675
 GM0675                          STATION DESCRIPTION
 GM0675
 GM0675'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (HWK)
 GM0675'THE STATION IS APPROXIMATELY 4.0 MILES NORTH OF U.S. HIGHWAY
 GM0675'56, 3-1/2 MILES WEST OF THE VILLAGE OF FARLEY, 70 FEET SOUTH
 GM0675'OF THE CENTER OF A SECTION LINE ROAD, IN THE NORTHEAST QUARTER OF
 GM0675'SECTION 31, T 24 N, R 26 E, ON THE SUMMIT OF A LOW RIDGE IN
 GM0675'PASTURE LAND ON PROPERTY OWNED BY MR. GEORGE RAY OF ROY.
 GM0675'
 GM0675'TO REACH THE STATION FROM THE POST OFFICE IN FARLEY, GO
 GM0675'NORTH ON A PAVED A GRADED STREET FOR 0.25 MILE TO A CATTLE
 GM0675'GUARD.  CONTINUE STRAIGHT AHEAD, CROSSING THE CATTLE GUARD,
 GM0675'AND GO NORTH ON THE GRADED ROAD FOR 0.5 MILE.  BEAR LEFT
 GM0675'WITH THE MAIN ROAD AND GO WEST FOR 1.3 MILES TO A CROSSROAD.
 GM0675'CONTINUE WEST FOR 1.0 MILE TO A SIDE ROAD ON THE LEFT.  CONTINUE
 GM0675'WEST FOR 1.0 MILE TO THE SUMMIT OF A LOW RIDGE, A WIRE GATE ON
 GM0675'THE LEFT AND THE STATION ON THE LEFT.
 GM0675'
 GM0675'STATION MARKS ARE STANDARD DISKS STAMPED FARLEY 1960.  THE
 GM0675'SURFACE DISK IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS
 GM0675'2 INCHES.  IT IS 77 FEET SOUTHEAST OF THE CENTER OF THE WIRE
 GM0675'GATE, 70 FEET SOUTH OF THE CENTER OF THE GRADED ROAD AND 5
 GM0675'FEET WEST OF A METAL WITNESS POST.  THE UNDERGROUND DISK IS SET
 GM0675'IN AN IRREGULAR MASS OF CONCRETE 30 INCHES BELOW THE SURFACE OF
 GM0675'THE GROUND.
 GM0675'
 GM0675'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED FARLEY NO 1 1960,
 GM0675'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 5 INCHES.
 GM0675'IT IS 69 FEET EAST OF THE CENTER OF THE WIRE GATE, 25 FEET SOUTH
 GM0675'OF THE CENTER OF THE GRADED ROAD AND 1 FOOT SOUTH OF A FENCE.
 GM0675'
 GM0675'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED FARLEY NO 2
 GM0675'1960, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2
 GM0675'INCHES.  IT IS 63 FEET SOUTH OF THE CENTER OF THE GRADED
 GM0675'ROAD AND 49 FEET SOUTHEAST OF THE CENTER OF THE WIRE GATE.
 GM0675'
 GM0675'AZIMUTH MARK IS A STANDARD DISK STAMPED FARLEY 1960, SET IN
 GM0675'A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS 0.25
 GM0675'MILE EAST OF THE ENTRANCE TO A RANCH HOUSE, 23 FEET SOUTH OF
 GM0675'THE CENTER OF THE GRADED ROAD AND 3.1 FEET EAST OF A METAL WITNESS
 GM0675'POST.
 GM0675'
 GM0675'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON THE
 GM0675'GRADED ROAD FOR 0.7 MILE TO THE MARK ON THE LEFT.
 GM0675'
 GM0675'REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
 GM0675
 GM0675                          STATION RECOVERY (1970)
 GM0675
 GM0675'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1970 (ODJ)
 GM0675'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 GM0675'CONDITION EXCEPT THE AZIMUTH MARK.  THE AZIMUTH MARK IS LOCATED
 GM0675'ON THE EDGE OF THE SOUTH BANK OF THE ROAD AND THE GROUND HAS
 GM0675'ERODED AWAY LEAVING THE CONCRETE POST PROJECTING 14 INCHES
 GM0675'ABOVE GROUND.
 GM0675'
 GM0675'DESCRIPTION ADEQUATE WITH THE FOLLOWING EXCEPTIONS--TO REACH
 GM0675'FROM THE POSTOFFICE IN FARLEY, GO NORTH ON PAVED STATE HIGHWAY
 GM0675'193, 1.9 MILES.  STATE HIGHWAY TURNS NORTH AT THIS POINT.
 GM0675'GO WEST ON GRADED ROAD 2.2 MILES TO SUMMIT OF LOW RIDGE AND
 GM0675'STATION ON LEFT (SOUTH).  THERE ARE NO FENCES IN THE VICINITY
 GM0675'OF THE STATION.
 GM0675'
 GM0675'GRAVITY OBSERVATIONS MADE ON THIS STATION IN NOVEMBER, 1970
 GM0675
 GM0675                          STATION RECOVERY (1971)
 GM0675
 GM0675'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 GM0675'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AND
 GM0675'FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS PROJECTING
 GM0675'ABOUT 14 INCHES DUE TO EROSION OF THE ROAD BANK.  THE MARK
 GM0675'WAS REPAIRED IN PLACE WITH A TRUCK LOAD OF BOULDERS.
 GM0675'
 GM0675'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3-1/2 MILES
 GM0675'WEST OF FARLEY
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GO0379 ***********************************************************************
 GO0379  DESIGNATION -  FARM AIR
 GO0379  PID         -  GO0379
 GO0379  STATE/COUNTY-  NM/SAN JUAN
 GO0379  USGS QUAD   -  FARMINGTON SOUTH (1979)
 GO0379
 GO0379                         *CURRENT SURVEY CONTROL
 GO0379  ___________________________________________________________________
 GO0379* NAD 83(1992)-  36 44 19.51883(N)    108 13 37.04984(W)     ADJUSTED  
 GO0379* NAVD 88     -      1676.4    (meters)    5500.     (feet)  VERTCON   
 GO0379  ___________________________________________________________________
 GO0379  LAPLACE CORR-           0.64  (seconds)                    DEFLEC99
 GO0379  GEOID HEIGHT-         -21.14  (meters)                     GEOID03
 GO0379
 GO0379  HORZ ORDER  -  FIRST
 GO0379
 GO0379.This mark is at Four Corners Regional Airport (FMN)
 GO0379
 GO0379.The horizontal coordinates were established by classical geodetic methods
 GO0379.and adjusted by the National Geodetic Survey in December 1993..
 GO0379
 GO0379.The NAVD 88 height was computed by applying the VERTCON shift value to
 GO0379.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GO0379
 GO0379.The Laplace correction was computed from DEFLEC99 derived deflections.
 GO0379
 GO0379.The geoid height was determined by GEOID03.
 GO0379
 GO0379;                    North         East     Units Scale Factor Converg.
 GO0379;SPC NM W     -   636,564.148   794,846.132   MT  0.99993189   -0 14 07.6
 GO0379;SPC NM W     - 2,088,460.88  2,607,757.68   sFT  0.99993189   -0 14 07.6
 GO0379;UTM  12      - 4,069,478.018   747,603.628   MT  1.00035536   +1 39 34.5
 GO0379
 GO0379!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GO0379!SPC NM W     -   0.99974030  x   0.99993189  =   0.99967221
 GO0379!UTM  12      -   0.99974030  x   1.00035536  =   1.00009557
 GO0379
 GO0379|---------------------------------------------------------------------|
 GO0379| PID    Reference Object                     Distance      Geod. Az  |
 GO0379|                                                           dddmmss.s |
 GO0379| CD3416 FARM AIR RM 1                        13.053 METERS 01159     |
 GO0379| CD3417 FARM AIR RM 2                        11.656 METERS 10509     |
 GO0379| GN0653 ANGEL PEAK SOUTH SUMMIT             APPROX.37.7 KM 1211548.4 |
 GO0379| GO0051 L 17                                               1763206.5 |
 GO0379|---------------------------------------------------------------------|
 GO0379
 GO0379                          SUPERSEDED SURVEY CONTROL
 GO0379
 GO0379  NAD 83(1992)-  36 44 19.51851(N)    108 13 37.04899(W) AD(       ) 1
 GO0379  NAD 83(1986)-  36 44 19.51184(N)    108 13 37.06012(W) AD(       ) 1
 GO0379  NAD 27      -  36 44 19.49500(N)    108 13 34.79100(W) AD(       ) 1
 GO0379  NGVD 29 (07/19/86) 1675.4    (m)         5497.     (f) VERT ANG       
 GO0379
 GO0379.Superseded values are not recommended for survey control.
 GO0379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GO0379.See file dsdata.txt to determine how the superseded data were derived.
 GO0379
 GO0379_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYF4760469478(NAD 83)
 GO0379_MARKER: DS = TRIANGULATION STATION DISK
 GO0379_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GO0379
 GO0379  HISTORY     - Date     Condition        Report By
 GO0379  HISTORY     - 1945     MONUMENTED       CGS
 GO0379  HISTORY     - 1949     GOOD             CGS
 GO0379  HISTORY     - 1958     GOOD             CGS
 GO0379  HISTORY     - 1963     GOOD             CGS
 GO0379  HISTORY     - 19960517 MARK NOT FOUND   CHANCE
 GO0379
 GO0379                          STATION DESCRIPTION
 GO0379
 GO0379'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (RAM)
 GO0379'STATION IS LOCATED AT ABOUT THE SW CORNER OF THE FARMINGTON
 GO0379'MUNICIPAL AIRPORT, ABOUT 1-1/2 MILES W OF FARMINGTON.
 GO0379'
 GO0379'TO REACH THE STATION FROM THE FARMINGTON POST OFFICE, GO W ON
 GO0379'U.S. HIGHWAY 550 1.1 MILES, CROSSING THE BRIDGE OVER A SMALL
 GO0379'STREAM, TO WHERE HIGHWAY CURVES LEFT.  LEAVE HIGHWAY AND
 GO0379'FOLLOW GRAVEL ROAD STRAIGHT AHEAD 1.0 MILE TO AIRPORT AND
 GO0379'STATION.
 GO0379'
 GO0379'STATION MARK IS A BRONZE STATION DISK STAMPED FARM AIR 1945
 GO0379'AND IS SET IN A SQUARE CONCRETE POST PROJECTING ABOUT 3 INCHES.
 GO0379'IT IS 90 FEET SSW OF THE SW CORNER OF THE AIRPLANE HANGAR,
 GO0379'12 FEET E OF A 4-FOOT BANK, AND 5.4 FEET WNW OF A WHITE WITNESS
 GO0379'POST.  UNDERGROUND MARK IS A BRONZE STATION DISK SET IN CONCRETE.
 GO0379'
 GO0379'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK STAMPED FARM AIR
 GO0379'NO 1 1945 AND IS SET IN A SQUARE CONCRETE POST PROJECTING
 GO0379'ABOUT 1 INCH ABOVE THE GROUND.  IT IS NNE OF THE STATION
 GO0379'AND AT ABOUT THE SAME LEVEL.
 GO0379'
 GO0379'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK STAMPED FARM AIR
 GO0379'NO 2 1945 AND IS SET IN A SQUARE CONCRETE POST PROJECTING
 GO0379'ABOUT 2 INCHES ABOVE THE GROUND.  IT IS ESE OF THE STATION
 GO0379'AND AT ABOUT THE SAME LEVEL.
 GO0379'
 GO0379'TO REACH THE AZIMUTH MARK FROM THE FARMINGTON POST OFFICE,
 GO0379'GO W ON U.S. HIGHWAY 550 TWO BLOCKS TO THE AVERY HOTEL, TURN
 GO0379'LEFT AND FOLLOW ROAD S TO RAILROAD DEPOT.  CROSS RAILROAD TRACKS
 GO0379'ON RIGHT (W) SIDE OF DEPOT AND GO S FOR ONE BLOCK, TURN RIGHT
 GO0379'AND GO W FOR ONE BLOCK, TURN LEFT AND GO S FOR ONE BLOCK,
 GO0379'THEN TURN RIGHT AND GO W ABOUT 0.8 MILE JUST ACROSS THE BRIDGE
 GO0379'OVER THE SAN JUAN RIVER AND THE AZIMUTH MARK IS TO THE LEFT (S)
 GO0379'OF THE ROAD.
 GO0379'
 GO0379'AZIMUTH MARK IS A BRONZE BENCH MARK STAMPED 5262.030 L 17 1927
 GO0379'AND IS SET IN A SQUARE CONCRETE POST PROJECTING ABOUT 8 INCHES
 GO0379'ABOVE THE GROUND.  IT IS 3/4 MILE S OF THE STATION, ABOUT 65
 GO0379'YARDS WSW OF THE W END OF THE BRIDGE, 90 FEET S OF THE ROAD
 GO0379'JUNCTION, 3-1/2 FEET N OF A TELEPHONE POLE, AND 2 FEET E OF
 GO0379'A WHITE WITNESS POST.
 GO0379
 GO0379                          STATION RECOVERY (1949)
 GO0379
 GO0379'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (WIB)
 GO0379'RECOVERED AS DESCRIBED.
 GO0379'
 GO0379'R.M. 1, R.M. 2 AND AZIMUTH MARK RECOVERED AS DESCRIBED.
 GO0379'
 GO0379'GRADING HAS BEEN DONE AROUND THE STATION AND REFERENCE MARKS BUT
 GO0379'NONE WERE DISTURBED.  BOTH AZIMUTH MARKS NOW PROJECT ABOUT
 GO0379'14 IN.  R.M. 1 IS VERY CLOSE TO A ROAD AND WILL BE HIT BY
 GO0379'A TRUCK ONE OF THESE DAYS.
 GO0379
 GO0379                          STATION RECOVERY (1958)
 GO0379
 GO0379'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (WTJ)
 GO0379'STATION MARK, R.M. 2 AND AZIMUTH MARK RECOVERED AS DESCRIBED.
 GO0379'STATION AND R.M. 2 ARE PROJECTING ABOUT 18 INCHES AND ARE
 GO0379'LOOSE.  R.M. 1 WAS NOT RECOVERED AND BELIEVED DESTROYED.
 GO0379
 GO0379                          STATION RECOVERY (1963)
 GO0379
 GO0379'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CKP)
 GO0379'STATION AND ONE REFERENCE MARK WERE FOUND LYING ON THE GROUND
 GO0379'IN SMALL SHATTERED FRAGMENTS OF THE CONCRETE MONUMENTS.  THE
 GO0379'OTHER REFERENCE MARK WAS NOT FOUND AND IS ASSUMED DESTROYED.
 GO0379'THE CITY ENGINEERS MAD AN EXTENSIVE SEARCH FOR THE UNDERGROUND
 GO0379'MARK BUT WERE UNABLE TO FIND IT.  THE AZIMUTH MARK WAS RECOVERED.
 GO0379
 GO0379                          STATION RECOVERY (1996)
 GO0379
 GO0379'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (KAL)
 GO0379'RECOVERY NOTE BY CHANCE 1996 MARK NOT FOUND - SEARCHED 0.5
 GO0379'PERSON-HOUR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GO0042 ***********************************************************************
 GO0042  DESIGNATION -  FARMINGTON CITY HALL SIDEWALK
 GO0042  PID         -  GO0042
 GO0042  STATE/COUNTY-  NM/SAN JUAN
 GO0042  USGS QUAD   -  FARMINGTON SOUTH (1979)
 GO0042
 GO0042                         *CURRENT SURVEY CONTROL
 GO0042  ___________________________________________________________________
 GO0042* NAD 83(1986)-  36 43 45.     (N)    108 12 18.     (W)     SCALED    
 GO0042* NAVD 88     -      1619.791  (meters)    5314.26   (feet)  ADJUSTED  
 GO0042  ___________________________________________________________________
 GO0042  GEOID HEIGHT-         -21.14  (meters)                     GEOID03
 GO0042  DYNAMIC HT  -        1617.790 (meters)    5307.70  (feet)  COMP
 GO0042  MODELED GRAV-     979,339.3   (mgal)                       NAVD 88
 GO0042
 GO0042  VERT ORDER  -  SECOND    CLASS 0
 GO0042
 GO0042.The horizontal coordinates were scaled from a topographic map and have
 GO0042.an estimated accuracy of +/- 6 seconds.
 GO0042
 GO0042.The orthometric height was determined by differential leveling
 GO0042.and adjusted by the National Geodetic Survey in June 1991..
 GO0042
 GO0042.The geoid height was determined by GEOID03.
 GO0042
 GO0042.The dynamic height is computed by dividing the NAVD 88
 GO0042.geopotential number by the normal gravity value computed on the
 GO0042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GO0042.degrees latitude (g = 980.6199 gals.).
 GO0042
 GO0042.The modeled gravity was interpolated from observed gravity values.
 GO0042
 GO0042;                    North         East    Units  Estimated Accuracy
 GO0042;SPC NM W     -   635,490.      796,800.      MT  (+/- 180 meters Scaled)
 GO0042
 GO0042                          SUPERSEDED SURVEY CONTROL
 GO0042
 GO0042  NGVD 29 (??/??/92) 1618.835  (m)         5311.13   (f) ADJ UNCH    2 0
 GO0042
 GO0042.Superseded values are not recommended for survey control.
 GO0042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GO0042.See file dsdata.txt to determine how the superseded data were derived.
 GO0042
 GO0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYF495684(NAD 83)
 GO0042_MARKER: DD = SURVEY DISK
 GO0042_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GO0042_SP_SET: SIDEWALK
 GO0042_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GO0042
 GO0042  HISTORY     - Date     Condition        Report By
 GO0042  HISTORY     - UNK      MONUMENTED       USGS
 GO0042  HISTORY     - 1934     GOOD             NGS
 GO0042
 GO0042                          STATION DESCRIPTION
 GO0042
 GO0042'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GO0042'IN FARMINGTON.
 GO0042'IN FRONT OF THE CITY HALL, IN THE CONCRETE SIDEWALK, 9.4 FT. W. OF E.
 GO0042'END OF S. FACE OF BUILDING, 9.4 FT. N. OF CURB AND 25.2 FT. N.E. OF
 GO0042'STREET LIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GO0509 ***********************************************************************
 GO0509  FBN         -  This is a Federal Base Network Control Station.
 GO0509  PACS        -  This is a Primary Airport Control Station.
 GO0509  DESIGNATION -  FARMPORT
 GO0509  PID         -  GO0509
 GO0509  STATE/COUNTY-  NM/SAN JUAN
 GO0509  USGS QUAD   -  FARMINGTON SOUTH (1979)
 GO0509
 GO0509                         *CURRENT SURVEY CONTROL
 GO0509  ___________________________________________________________________
 GO0509* NAD 83(1992)-  36 44 24.13491(N)    108 13 10.14652(W)     ADJUSTED  
 GO0509* NAVD 88     -      1676.77   (meters)    5501.2    (feet)  GPS OBS   
 GO0509  ___________________________________________________________________
 GO0509  X           -  -1,600,380.283 (meters)                     COMP
 GO0509  Y           -  -4,862,010.962 (meters)                     COMP
 GO0509  Z           -   3,795,304.020 (meters)                     COMP
 GO0509  LAPLACE CORR-           0.65  (seconds)                    DEFLEC99
 GO0509  ELLIP HEIGHT-        1655.54  (meters)          (05/26/00) GPS OBS
 GO0509  GEOID HEIGHT-         -21.14  (meters)                     GEOID03
 GO0509
 GO0509  HORZ ORDER  -  B
 GO0509  ELLP ORDER  -  SECOND    CLASS I
 GO0509
 GO0509.This mark is at Four Corners Regional Airport (FMN)
 GO0509
 GO0509.The horizontal coordinates were established by GPS observations
 GO0509.and adjusted by the National Geodetic Survey in May 1992..
 GO0509
 GO0509.The orthometric height was determined by GPS observations and a
 GO0509.high-resolution geoid model.
 GO0509
 GO0509.GPS derived orthometric heights for airport stations designated as
 GO0509.PACS or SACS are published to 2 decimal places.  This maintains
 GO0509.centimeter relative accuracy between the PACS and SACS.  It does
 GO0509.not indicate centimeter accuracy relative to other marks which are
 GO0509.part of the NAVD 88 network.
 GO0509
 GO0509.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GO0509
 GO0509.The Laplace correction was computed from DEFLEC99 derived deflections.
 GO0509
 GO0509.The ellipsoidal height was determined by GPS observations
 GO0509.and is referenced to NAD 83.
 GO0509
 GO0509.The geoid height was determined by GEOID03.
 GO0509
 GO0509;                    North         East     Units Scale Factor Converg.
 GO0509;SPC NM W     -   636,703.715   795,514.120   MT  0.99993131   -0 13 51.6
 GO0509;SPC NM W     - 2,088,918.77  2,609,949.24   sFT  0.99993131   -0 13 51.6
 GO0509;UTM  12      - 4,069,639.667   748,266.918   MT  1.00035942   +1 39 50.8
 GO0509
 GO0509!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GO0509!SPC NM W     -   0.99974025  x   0.99993131  =   0.99967158
 GO0509!UTM  12      -   0.99974025  x   1.00035942  =   1.00009958
 GO0509
 GO0509:                Primary Azimuth Mark                     Grid Az
 GO0509:SPC NM W     -  FMN K                                    339 55 35.2
 GO0509:UTM  12      -  FMN K                                    338 01 52.8
 GO0509
 GO0509|---------------------------------------------------------------------|
 GO0509| PID    Reference Object                     Distance      Geod. Az  |
 GO0509|                                                           dddmmss.s |
 GO0509| AC7425 FMN K                               411.053 METERS 3394143.6 |
 GO0509|---------------------------------------------------------------------|
 GO0509
 GO0509                          SUPERSEDED SURVEY CONTROL
 GO0509
 GO0509  ELLIP H (12/21/93) 1655.53   (m)                       GP(       ) 4 1
 GO0509  NAD 83(1992)-  36 44 24.14119(N)    108 13 10.14841(W) AD(       ) B
 GO0509  ELLIP H (05/26/92) 1655.53   (m)                       GP(       ) 4 1
 GO0509  NAD 83(1986)-  36 44 24.14119(N)    108 13 10.14841(W) AD(       ) 1
 GO0509  NAD 27      -  36 44 24.12050(N)    108 13 07.79701(W) AD(       ) 1
 GO0509  NGVD 29 (03/22/89) 1676.5    (m)         5500.     (f) GPS OBS        
 GO0509
 GO0509.Superseded values are not recommended for survey control.
 GO0509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GO0509.See file dsdata.txt to determine how the superseded data were derived.
 GO0509
 GO0509_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYF4826769640(NAD 83)
 GO0509_MARKER: I = METAL ROD
 GO0509_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 GO0509_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 GO0509_STAMPING: FARMPORT 1987
 GO0509_MARK LOGO: NGS   
 GO0509_PROJECTION: FLUSH
 GO0509_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GO0509_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GO0509+STABILITY: POSITION/ELEVATION WELL
 GO0509_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GO0509+SATELLITE: SATELLITE OBSERVATIONS - June 25, 1999
 GO0509_ROD/PIPE-DEPTH: 4.87 meters
 GO0509_SLEEVE-DEPTH  : 0.9 meters
 GO0509
 GO0509  HISTORY     - Date     Condition        Report By
 GO0509  HISTORY     - 1988     MONUMENTED       NGS
 GO0509  HISTORY     - 19910627 GOOD             NGS
 GO0509  HISTORY     - 19920212 GOOD             NGS
 GO0509  HISTORY     - 19960107 GOOD             CHANCE
 GO0509  HISTORY     - 19970602 GOOD             NGS
 GO0509  HISTORY     - 19981107 GOOD             NGS
 GO0509  HISTORY     - 19990625 GOOD             NGS
 GO0509
 GO0509                          STATION DESCRIPTION
 GO0509
 GO0509'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 GO0509'THE STATION IS LOCATED ABOUT 27.4 KM (17.05 MI) SOUTH OF THE COLORADO
 GO0509'- NEW MEXICO STATE LINE, 1.6 KM (1.00 MI) NORTH OF U.S. HIGHWAY 550,
 GO0509'0.6 KM (0.35 MI) WEST OF FARMINGTON, AT THE FARMINGTON MUNICIPAL
 GO0509'AIRPORT.  OWNERSHIP -- CITY OF FARMINGTON, AIRPORT MANAGER, JOE
 GO0509'SCHIMTZ, 800 MUNICIPAL DRIVE, FARMINGTON, NEW MEXICO.  TELEPHONE
 GO0509'505-327-7701 EXT 1312, AIRPORT SUPERVISOR, HAROLD ADAMS, TELEPHONE
 GO0509'505-327-7701 EXT 1396.
 GO0509'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 170 AND WEST
 GO0509'MAIN STREET, U.S. HIGHWAY 550, IN WEST FARMINGTON, GO EAST ON WEST
 GO0509'MAIN STREET, FOR 0.8 KM (0.50 MI) TO A SIDE ROAD LEFT, APACHE ROAD,
 GO0509'TURN LEFT, NORTHEAST, ON APACHE ROAD FOR 2.3 KM (1.45 MI) TO A SIDE
 GO0509'ROAD LEFT, AIRPORT ROAD, TURN LEFT, NORTHEASTERLY, ON AIRPORT ROAD
 GO0509'FOR 0.64 KM (0.40 MI) TO A SIDE ROAD LEFT, MUNICIPAL STREET, TURN
 GO0509'LEFT ON MUNICIPAL STREET FOR 0.16 KM (0.10 MI) TO A SIDE ROAD LEFT,
 GO0509'NAVAJO ROAD, TURN LEFT, WEST, ON NAVAJO ROAD FOR 0.7 KM (0.45 MI) TO
 GO0509'THE GATE ON THE RIGHT, TURN RIGHT, NORTHERLY, THROUGH THE GATE FOR
 GO0509'0.16 KM (0.10 MI) ON THE TARMAC TO A PAVED AREA IN FRONT OF THE
 GO0509'HANGERS, TURN RIGHT, EAST, ALONG THE HANGER ROW TAXIWAY FOR 0.32 KM
 GO0509'(0.20 MI) TO THE STATION ON THE LEFT.  NOTE, THE GATE IS LOCKED AT 10
 GO0509'P M.
 GO0509'THE STATION IS A PUNCH MARK IN THE TOP OF A  STAINLESS STEEL ROD THAT
 GO0509'IS ---UNSTAMPED---, DRIVEN TO THE DEPTH OF 4.87 M (16.0 FT) INSIDE A
 GO0509'GREASE FILLED SLEEVE EXTENDING TO THE DEPTH OF 0.9 M (3.0 FT),
 GO0509'ENCASED IN A 5-INCH PVC PIPE WITH AN NGS LOGO CAP STAMPED---FARMPORT
 GO0509'1987---, FLUSH WITH THE GROUND.  THE TOP OF THE ROD IS RECESSED 14 CM
 GO0509'BELOW THE LOGO CAP.  LOCATED 53.8 M (176.5 FT) SOUTHWEST OF A WIND
 GO0509'SOCK, 44.5 M (146.0 FT) NORTHEAST OF THE NORTHEAST CORNER OF THE
 GO0509'EASTERNMOST METAL HANGER, 23.2 M (76.1 FT) NORTH OF THE NORTHEASTERN
 GO0509'CORNER OF THE ASPHALT TAXIWAY, 1.4 M (4.6 FT) WEST-NORTHWEST OF A
 GO0509'CARSONITE WITNESS POST, 1.4 M (4.6 FT) SOUTH OF A CARSONITE WITNESS
 GO0509'POST, AND 1.3 M (4.3 FT) EAST-NORTHEAST OF A CARSONITE WITNESS POST.
 GO0509'NEW MEXICO FAA, FEBRUARY 1988.
 GO0509'DESCRIBED BY STEPHEN E. RANDALL.
 GO0509
 GO0509                          STATION RECOVERY (1991)
 GO0509
 GO0509'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 GO0509'STATION IS LOCATED ON THE NORTHWEST SIDE OF FARMINGTON, AT THE
 GO0509'FARMINGTON MUNICIPAL AIRPORT, AT THE EAST END OF HANGAR ROW, IN AN
 GO0509'OPEN AREA, ABOUT MIDWAY BETWEEN THE MOST EASTERLY HANGAR AND A
 GO0509'WINDSOCK POLE.  OWNERSHIP--CITY OF FARMINGTON, CITY HALL, FARMINGTON,
 GO0509'NM.  CONTACT HAROLD ADAMS, AIRPORT FOREMAN, AIRPORT MAINTAINANCE
 GO0509'BUILDING.  PHONE IS 505-327-7701, EXT 1396.  CALL ONE WEEK IN ADVANCE
 GO0509'FOR ACCESS TO AUTOMATIC GATE.
 GO0509'TO REACH FROM THE JUNCTION OF US HIGHWAY 64 AND STATE HIGHWAY 170
 GO0509'ABOUT 5 KM (3.1 MI) WEST OF FARMINGTON, GO EAST ON HIGHWAY 64 FOR 0.5
 GO0509'MI (0.8 KM) TO A SLANTED CROSSROAD.  TURN LEFT, NORTHEAST, ON APACHE
 GO0509'STREET FOR 1.35 MI (2.17 KM) TO A CROSS STREET.  TURN LEFT,
 GO0509'NORTHERLY, ON AIRPORT DRIVE FOR 0.4 MI (0.6 KM) TO A STREET LEFT JUST
 GO0509'PAST THE MUNICIPAL BUILDING.  TURN LEFT, NORTH, ON MUNICIPAL DRIVE
 GO0509'FOR 0.15 MI (0.24 KM) TO A CROSS STREET.  TURN LEFT, WEST, UPHILL, ON
 GO0509'NAVAJO STREET FOR 0.2 MI (0.3 KM) TO MCHENRY DRIVE ON THE LEFT AT TOP
 GO0509'OF HILL.  CONTINUE AHEAD FOR 0.2 MI (0.3 KM) TO A PARKING LOT
 GO0509'ENTRANCE ON THE RIGHT AT A LARGE OLIVE DRAB BUILDING.  TURN RIGHT,
 GO0509'NORTH, THROUGH LOT FOR 150 FT (45.7 M) TO THE LOCKED GATE (IN
 GO0509'DAYTIME, PEOPLE IN BUILDING WILL OPEN GATE).  PASS THROUGH GATE, THEN
 GO0509'TURN RIGHT, EAST, ON APRON, THEN TAXI FOR 0.2 MI (0.3 KM) TO A TAXI
 GO0509'ON THE LEFT.  TURN LEFT ON TAXI, THEN IMMEDIATE RIGHT ON TRACK ROAD
 GO0509'FOR 0.05 MI (0.08 KM) TO THE STATION ON THE LEFT.
 GO0509'STATION MARK IS A PUNCH HOLE TOP CENTER IN A STEEL ROD ENCASED IN PVC
 GO0509'PIPE WITH LOGO CAP IN A CONCRETE POST FLUSH WITH THE GROUND.  IT IS 9
 GO0509'M (29.5 FT) NORTH OF THE TRACK ROAD CENTER, 53.0 M (173.9 FT)
 GO0509'SOUTHWEST OF THE WINDSOCK POLE, 23.3 M (76.4 FT) NORTH-NORTHEAST OF
 GO0509'THE NORTHEAST CORNER OF THE PAVED APRON, 6.5 M (21.3 FT) EAST OF THE
 GO0509'EXTENDED EAST WALL OF HANGAR H-13, 1.3 M (4.3 FT) EAST OF A
 GO0509'FIBERGLASS WITNESS POST, 1.4 M (4.6 FT) SOUTHWEST OF A FIBERGLASS
 GO0509'WITNESS POST, AND 1.3 M (4.3 FT) WEST-NORTHWEST OF A FIBERGLASS
 GO0509'WITNESS POST.
 GO0509'DESCRIBED BY G.R.HEID
 GO0509
 GO0509                          STATION RECOVERY (1992)
 GO0509
 GO0509'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 GO0509'THE STATION IS LOCATED ABOUT 27.4 KM (17.0 MI) SOUTH OF THE
 GO0509'COLORADO/NEW MEXICO STATE LINE, 1.6 KM (1.0 MI) NORTH OF U.S. HIGHWAY
 GO0509'550, 0.6 KM (0.4 MI) WEST OF FARMINGTON, AT THE FARMINGTON MUNICIPAL
 GO0509'AIRPORT.  OWNERSHIP--CITY OF FARMINGTON, AIRPORT MANAGER JOE SCHIMTZ,
 GO0509'800 MUNICIPAL DRIVE, FARMINGTON, NM 87401.  PHONE 505-327-7701
 GO0509'EXTENSION 1312, AIRPORT SUPERVISOR HAROLD ADAMS, EXTENSION 1396.
 GO0509'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 170 AND WEST
 GO0509'MAIN STREET (U.S. HIGHWAY 550), IN WEST FARMINGTON, GO EAST ON WEST
 GO0509'MAIN STREET FOR 0.8 KM (0.5 MI) TO A ROAD LEFT.  TURN LEFT,
 GO0509'NORTHEAST, ON APACHE ROAD FOR 2.3 KM (1.4 MI) TO A ROAD LEFT.  TURN
 GO0509'LEFT, NORTHEASTERLY, ON AIRPORT ROAD FOR 0.64 KM (0.40 MI) TO A ROAD
 GO0509'LEFT.  TURN LEFT ON MUNICIPAL STREET FOR 0.16 KM (0.10 MI) TO A ROAD
 GO0509'LEFT.  TURN LEFT, WEST, ON NAVAJO ROAD FOR 0.7 KM (0.4 MI) TO A GATE
 GO0509'ON THE RIGHT.  TURN RIGHT, NORTHERLY, THROUGH THE GATE AND ON TARMAC
 GO0509'FOR 0.16 KM (0.10 MI) TO A PAVED AREA IN FRONT OF THE HANGARS.  TURN
 GO0509'RIGHT, EAST, ON THE HANGAR ROW TAXIWAY FOR 0.32 KM (0.20 MI) TO THE
 GO0509'STATION ON THE LEFT.
 GO0509'THE STATION IS A PUNCH MARK IN A STAINLESS STEEL ROD ENCASED INSIDE AN
 GO0509'NGS LOGO CAP FLUSH WITH THE GROUND.  LOCATED 53.8 M (176.5 FT)
 GO0509'SOUTHWEST OF A WINDSOCK, 44.4 M (145.7 FT) NORTHEAST OF THE NORTHEAST
 GO0509'CORNER OF A METAL HANGER, 23.2 M (76.1 FT) NORTH OF THE NORTHEAST
 GO0509'CORNER OF THE ASPHALT TAXIWAY, 1.4 M (4.6 FT) WEST-NORTHWEST OF A
 GO0509'FIBERGLASS WITNESS POST AND 1.3 M (4.3 FT) EAST-NORTHEAST OF A
 GO0509'FIBERGLASS WITNESS POST.
 GO0509
 GO0509                          STATION RECOVERY (1996)
 GO0509
 GO0509'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (KB)
 GO0509'RECOVERED AS DESCRIBED IN GOOD CONDITION.  FOR ACCESS CONTACT -- CITY
 GO0509'OF FARMINGTON, LYLE PRUITT - MAINTENANCE MANAGER, PHONE (505) 599-7606
 GO0509'THE STATION IS DESIGNATED AS A PRIMARY AIRPORT CONTROL STATION (PACS)
 GO0509'- NEW MEXICO ANA SURVEYS 1996
 GO0509
 GO0509                          STATION RECOVERY (1997)
 GO0509
 GO0509'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 GO0509'RECOVERED AS DESCRIBED, WITH THE FOLLOWING CHANGES.  THE AIRPORT
 GO0509'MANAGER IS NOW DOUG BARRETT, PHONE 505-599-1395.  THIS STATION HAS
 GO0509'BEEN SELECTED AS THE PRIMARY AIRPORT CONTROL STATION (PACS) .
 GO0509
 GO0509                          STATION RECOVERY (1998)
 GO0509
 GO0509'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (WAS)
 GO0509'RECOVERED AS DESCRIBED.
 GO0509
 GO0509                          STATION RECOVERY (1999)
 GO0509
 GO0509'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (CSM)
 GO0509'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0929 ***********************************************************************
 CY0929  DESIGNATION -  FAYWOOD
 CY0929  PID         -  CY0929
 CY0929  STATE/COUNTY-  NM/LUNA
 CY0929  USGS QUAD   -  FAYWOOD STATION (1992)
 CY0929
 CY0929                         *CURRENT SURVEY CONTROL
 CY0929  ___________________________________________________________________
 CY0929* NAD 83(1992)-  32 30 50.29346(N)    108 02 54.24556(W)     ADJUSTED  
 CY0929* NAVD 88     -      1497.8    (meters)    4914.     (feet)  VERTCON   
 CY0929  ___________________________________________________________________
 CY0929  LAPLACE CORR-           1.04  (seconds)                    DEFLEC99
 CY0929  GEOID HEIGHT-         -24.32  (meters)                     GEOID03
 CY0929
 CY0929  HORZ ORDER  -  THIRD
 CY0929  VERT ORDER  -  THIRD ? (See Below)
 CY0929
 CY0929.The horizontal coordinates were established by classical geodetic methods
 CY0929.and adjusted by the National Geodetic Survey in December 1993..
 CY0929
 CY0929.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0929.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0929.The vertical order pertains to the NGVD 29 superseded value.
 CY0929
 CY0929.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY0929
 CY0929.The geoid height was determined by GEOID03.
 CY0929
 CY0929;                    North         East     Units Scale Factor Converg.
 CY0929;SPC NM W     -   167,879.363   809,793.375   MT  0.99992170   -0 06 56.2
 CY0929;SPC NM W     -   550,784.21  2,656,797.10   sFT  0.99992170   -0 06 56.2
 CY0929;UTM  12      - 3,601,248.722   777,280.001   MT  1.00054819   +1 35 15.0
 CY0929;UTM  13      - 3,601,504.996   213,622.502   MT  1.00061144   -1 38 22.7
 CY0929
 CY0929!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY0929!SPC NM W     -   0.99976870  x   0.99992170  =   0.99969042
 CY0929!UTM  12      -   0.99976870  x   1.00054819  =   1.00031677
 CY0929!UTM  13      -   0.99976870  x   1.00061144  =   1.00038000
 CY0929
 CY0929:                Primary Azimuth Mark                     Grid Az
 CY0929:SPC NM W     -  HIWAY                                    090 55 34.4
 CY0929:UTM  12      -  HIWAY                                    089 13 23.2
 CY0929:UTM  13      -  HIWAY                                    092 27 00.9
 CY0929
 CY0929|---------------------------------------------------------------------|
 CY0929| PID    Reference Object                     Distance      Geod. Az  |
 CY0929|                                                           dddmmss.s |
 CY0929| CX1203 HIWAY                               APPROX. 4.8 KM 0904838.2 |
 CY0929|---------------------------------------------------------------------|
 CY0929
 CY0929                          SUPERSEDED SURVEY CONTROL
 CY0929
 CY0929  NAD 83(1986)-  32 30 50.29226(N)    108 02 54.24351(W) AD(       ) 3
 CY0929  NAD 27      -  32 30 49.99508(N)    108 02 52.11114(W) AD(       ) 3
 CY0929  NGVD 29 (07/19/86) 1497.0    (m)         4911.     (f) LEVELING    3  
 CY0929
 CY0929.Superseded values are not recommended for survey control.
 CY0929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0929.See file dsdata.txt to determine how the superseded data were derived.
 CY0929
 CY0929_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYB7728001249(NAD 83)
 CY0929_MARKER: P = PIPE CAP
 CY0929_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CY0929_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CY0929
 CY0929  HISTORY     - Date     Condition        Report By
 CY0929  HISTORY     - 1945     MONUMENTED       USGS
 CY0929
 CY0929                          STATION DESCRIPTION
 CY0929
 CY0929'DESCRIBED BY US GEOLOGICAL SURVEY 1945
 CY0929'LOCATED ABOUT 340 FT. E. OF ATCHISON-TOPEKA AND SANTA FE RAILROAD
 CY0929'STATION AT FAYWOOD, 3 FT. N. OF TANGENT OF POLE LINE, 69 FT. N.
 CY0929'15 DEGREES W. (MAG. BEAR.) OF RD. CROSSING RAILROAD TRACK, 10 FT.
 CY0929'S. OF RD. LEADING TO RAILROAD STATION.
 CY0929'
 CY0929'STATION MARK--IRON POST WITH BRASS CAP, STAMPED ---FAYWOOD 1945 ELEV.
 CY0929'4911 FT. 257---.
 CY0929'
 CY0929'REFERENCE MARKS---NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0633 ***********************************************************************
 CV0633  DESIGNATION -  FC 89
 CV0633  PID         -  CV0633
 CV0633  STATE/COUNTY-  NM/LEA
 CV0633  USGS QUAD   -  LIVINGSTON RIDGE (1985)
 CV0633
 CV0633                         *CURRENT SURVEY CONTROL
 CV0633  ___________________________________________________________________
 CV0633* NAD 83(1986)-  32 29 59.     (N)    103 47 58.     (W)     SCALED    
 CV0633* NAVD 88     -      1069.743  (meters)    3509.65   (feet)  ADJUSTED  
 CV0633  ___________________________________________________________________
 CV0633  GEOID HEIGHT-         -23.81  (meters)                     GEOID03
 CV0633  DYNAMIC HT  -        1068.216 (meters)    3504.64  (feet)  COMP
 CV0633  MODELED GRAV-     979,175.1   (mgal)                       NAVD 88
 CV0633
 CV0633  VERT ORDER  -  FIRST     CLASS I
 CV0633
 CV0633.The horizontal coordinates were scaled from a topographic map and have
 CV0633.an estimated accuracy of +/- 6 seconds.
 CV0633
 CV0633.The orthometric height was determined by differential leveling
 CV0633.and adjusted by the National Geodetic Survey in June 1991..
 CV0633
 CV0633.The geoid height was determined by GEOID03.
 CV0633
 CV0633.The dynamic height is computed by dividing the NAVD 88
 CV0633.geopotential number by the normal gravity value computed on the
 CV0633.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0633.degrees latitude (g = 980.6199 gals.).
 CV0633
 CV0633.The modeled gravity was interpolated from observed gravity values.
 CV0633
 CV0633;                    North         East    Units  Estimated Accuracy
 CV0633;SPC NM E     -   166,400.      215,170.      MT  (+/- 180 meters Scaled)
 CV0633
 CV0633                          SUPERSEDED SURVEY CONTROL
 CV0633
 CV0633  NGVD 29 (??/??/92) 1069.252  (m)         3508.04   (f) ADJ UNCH    1 1
 CV0633
 CV0633.Superseded values are not recommended for survey control.
 CV0633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0633.See file dsdata.txt to determine how the superseded data were derived.
 CV0633
 CV0633_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFR127964(NAD 83)
 CV0633_MARKER: DB = BENCH MARK DISK
 CV0633_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CV0633_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CV0633_STAMPING: POTASH TEST ELEV. 3506.R31E T21S NW 1/4 SEC 8
 CV0633_MARK LOGO: USGS  
 CV0633_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CV0633
 CV0633  HISTORY     - Date     Condition        Report By
 CV0633  HISTORY     - UNK      MONUMENTED       USGS
 CV0633  HISTORY     - 1977     GOOD             NGS
 CV0633  HISTORY     - 1982     GOOD             NGS
 CV0633
 CV0633                          STATION DESCRIPTION
 CV0633
 CV0633'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CV0633'30.6 MI NE FROM CARLSBAD.
 CV0633'27.45 MILES NORTHEAST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE EAST END
 CV0633'OF THE BATAAN BRIDGE OVER THE EPCOS RIVER, THENCE 2.0 MILES SOUTHEAST
 CV0633'ALONG AN ASPHALT ROAD (KERR-MCGEE MINE ROAD), THENCE 0.65 MILE WEST
 CV0633'ALONG A DIRT ROAD ALONG A POWER TRANSMISSION LINE, THENCE 0.5 MILE
 CV0633'SOUTHWEST AND SOUTH ALONG A DIRT ROAD ON THE TOP OF AN EARTH DAM AT
 CV0633'THE SOUTH END OF THE DAM, AT THE JUNCTION OF AN EAST-WEST DIRT ROAD,
 CV0633'26.5 FT. WEST OF THE CENTER LINE OF THE ROAD, 114 FT. NORTH OF THE
 CV0633'CENTER LINE OF THE ROAD LEADING WEST, A DISK CEMENTED IN THE TOP OF
 CV0633'A 4-INCH IRON PIPE WHICH PROJECTS 4 FT. ABOVE THE GROUND, THE DEPTH
 CV0633'OF THE PIPE IS UNKNOWN.
 CV0633
 CV0633                          STATION RECOVERY (1982)
 CV0633
 CV0633'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CV0633'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0423 ***********************************************************************
 DS0423  DESIGNATION -  FDL
 DS0423  PID         -  DS0423
 DS0423  STATE/COUNTY-  NM/SOCORRO
 DS0423  USGS QUAD   -  SHEEP MOUNTAIN (1981)
 DS0423
 DS0423                         *CURRENT SURVEY CONTROL
 DS0423  ___________________________________________________________________
 DS0423* NAD 83(1986)-  33 22 05.     (N)    106 23 55.     (W)     SCALED    
 DS0423* NAVD 88     -      1332.680  (meters)    4372.30   (feet)  ADJUSTED  
 DS0423  ___________________________________________________________________
 DS0423  GEOID HEIGHT-         -22.37  (meters)                     GEOID03
 DS0423  DYNAMIC HT  -        1330.780 (meters)    4366.07  (feet)  COMP
 DS0423  MODELED GRAV-     979,165.2   (mgal)                       NAVD 88
 DS0423
 DS0423  VERT ORDER  -  SECOND    CLASS 0
 DS0423
 DS0423.The horizontal coordinates were scaled from a topographic map and have
 DS0423.an estimated accuracy of +/- 6 seconds.
 DS0423
 DS0423.The orthometric height was determined by differential leveling
 DS0423.and adjusted by the National Geodetic Survey in June 1991..
 DS0423
 DS0423.The geoid height was determined by GEOID03.
 DS0423
 DS0423.The dynamic height is computed by dividing the NAVD 88
 DS0423.geopotential number by the normal gravity value computed on the
 DS0423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0423.degrees latitude (g = 980.6199 gals.).
 DS0423
 DS0423.The modeled gravity was interpolated from observed gravity values.
 DS0423
 DS0423;                    North         East    Units  Estimated Accuracy
 DS0423;SPC NM C     -   262,580.      486,170.      MT  (+/- 180 meters Scaled)
 DS0423
 DS0423                          SUPERSEDED SURVEY CONTROL
 DS0423
 DS0423  NGVD 29 (??/??/92) 1332.050  (m)         4370.23   (f) ADJ UNCH    2 0
 DS0423
 DS0423.Superseded values are not recommended for survey control.
 DS0423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0423.See file dsdata.txt to determine how the superseded data were derived.
 DS0423
 DS0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS698929(NAD 83)
 DS0423_MARKER: DD = SURVEY DISK
 DS0423_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0423_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0423_STAMPING: F D L-W S P G-
 DS0423_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0423+STABILITY: SURFACE MOTION
 DS0423
 DS0423  HISTORY     - Date     Condition        Report By
 DS0423  HISTORY     - UNK      MONUMENTED       AMS
 DS0423  HISTORY     - 1952     GOOD             NGS
 DS0423  HISTORY     - 1975     MARK NOT FOUND   USGS
 DS0423
 DS0423                          STATION DESCRIPTION
 DS0423
 DS0423'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DS0423'50.9 MI SW FROM CARRIZOZO.
 DS0423'14.8 MILES SOUTH ALONG U.S. HIGHWAY 54 FROM THE POST OFFICE AT
 DS0423'CARRIZOZO, THENCE 23.1 MILES WEST ALONG THE MOCKING BIRD GAP ROAD,
 DS0423'THENCE 0.9 MILE SOUTH ALONG A DIRT ROAD, THENCE 8.7 MILES SOUTHEAST
 DS0423'ALONG A TRACK ROAD, THENCE 2.5 MILES SOUTHWEST ALONG A TRACK ROAD,
 DS0423'THENCE 0.9 MILE SOUTH ALONG A TRACK ROAD, 154 FEET EAST OF THE CENTER
 DS0423'LINE OF THE ROAD, AT A RADAR STATION, 3 FEET SOUTH OF A WITNESS POST,
 DS0423'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE
 DS0423'GROUND.
 DS0423
 DS0423                          STATION RECOVERY (1975)
 DS0423
 DS0423'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 DS0423'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0964 ***********************************************************************
 DR0964  DESIGNATION -  FEARS
 DR0964  PID         -  DR0964
 DR0964  STATE/COUNTY-  NM/LINCOLN
 DR0964  USGS QUAD   -  NELSON CANYON WEST (1989)
 DR0964
 DR0964                         *CURRENT SURVEY CONTROL
 DR0964  ___________________________________________________________________
 DR0964* NAD 83(1992)-  33 27 48.39680(N)    105 11 02.55551(W)     ADJUSTED  
 DR0964* NAVD 88     -      1814.     (meters)    5951.     (feet)  SCALED    
 DR0964  ___________________________________________________________________
 DR0964  LAPLACE CORR-          -8.45  (seconds)                    DEFLEC99
 DR0964  GEOID HEIGHT-         -21.27  (meters)                     GEOID03
 DR0964
 DR0964  HORZ ORDER  -  FIRST
 DR0964
 DR0964.The horizontal coordinates were established by classical geodetic methods
 DR0964.and adjusted by the National Geodetic Survey in December 1993..
 DR0964
 DR0964.The orthometric height was scaled from a topographic map.
 DR0964
 DR0964.The Laplace correction was computed from DEFLEC99 derived deflections.
 DR0964
 DR0964.The geoid height was determined by GEOID03.
 DR0964
 DR0964;                    North         East     Units Scale Factor Converg.
 DR0964;SPC NM C     -   273,654.547   599,085.381   MT  1.00002100   +0 35 16.2
 DR0964;SPC NM C     -   897,814.96  1,965,499.29   sFT  1.00002100   +0 35 16.2
 DR0964;UTM  13      - 3,702,681.401   482,897.885   MT  0.99960361   -0 06 05.3
 DR0964
 DR0964!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR0964!SPC NM C     -   0.99971868  x   1.00002100  =   0.99973967
 DR0964!UTM  13      -   0.99971868  x   0.99960361  =   0.99932240
 DR0964
 DR0964|---------------------------------------------------------------------|
 DR0964| PID    Reference Object                     Distance      Geod. Az  |
 DR0964|                                                           dddmmss.s |
 DR0964| CJ6325 FEARS RM 1                           15.301 METERS 10251     |
 DR0964| CJ6324 FEARS AZ MK                                        1940504.4 |
 DR0964| CJ6326 FEARS RM 2                            9.540 METERS 23504     |
 DR0964|---------------------------------------------------------------------|
 DR0964
 DR0964                          SUPERSEDED SURVEY CONTROL
 DR0964
 DR0964  NAD 83(1986)-  33 27 48.40145(N)    105 11 02.55310(W) AD(       ) 1
 DR0964  NAD 27      -  33 27 48.07140(N)    105 11 00.61000(W) AD(       ) 1
 DR0964
 DR0964.Superseded values are not recommended for survey control.
 DR0964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0964.See file dsdata.txt to determine how the superseded data were derived.
 DR0964
 DR0964_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDT8289802681(NAD 83)
 DR0964_MARKER: DS = TRIANGULATION STATION DISK
 DR0964_SETTING: 66 = SET IN ROCK OUTCROP
 DR0964
 DR0964  HISTORY     - Date     Condition        Report By
 DR0964  HISTORY     - 1934     MONUMENTED       CGS
 DR0964  HISTORY     - 1960     GOOD             USGS
 DR0964
 DR0964                          STATION DESCRIPTION
 DR0964
 DR0964'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 DR0964'ABOUT 8 MILES AIR LINE NORTH OF TINNIE POST OFFICE, WHICH IS
 DR0964'ON U.S. HIGHWAY 70, AND ON THE HIGHEST POINT OF THE HIGHEST HILL
 DR0964'LYING EAST OF BEATRICE FLAT AND NORTH OF STOVEPIPE CANYON,
 DR0964'APPROXIMATELY 1 MILE NORTHEAST OF FEARS RANCH.  TO REACH FROM
 DR0964'TINNIE POST OFFICE, GO WEST 0.3 MILE ON U.S. HIGHWAY 70 TO
 DR0964'A ROAD LEADING UP A CANYON TO THE NORTH, TURN NORTH AND FOLLOW
 DR0964'ROAD 4.6 MILES TO A POINT WHERE MAIN ROAD TURNS LEFT, FOLLOW
 DR0964'ROAD TO THE RIGHT, PASS THROUGH A BOARD GATE AND FOLLOW RANCH
 DR0964'ROAD 0.4 MILE, FOLLOW LEFT FORK (MAIN TRACK) NORTHEAST 1.2
 DR0964'MILES TO A WELL AND SHACKS, PASS THROUGH LANE BETWEEN STONE
 DR0964'HOUSE AND SHED BARN FOLLOWING A RUT ROAD EAST AND NORTHEAST 0.7
 DR0964'MILE TO THE TOP OF A RIDGE, TURN NORTH AND TO TOP OF HILL AND
 DR0964'THE STATION SITE.  CAPITAN MOUNTAIN IS VERY PROMINENT TO THE
 DR0964'NORTHWEST.  THE STATION, AZIMUTH, AND REFERENCE MARKS
 DR0964'ARE STANDARD DISKS SET IN BEDROCK.
 DR0964'REFERENCE MARK NO. 1 IS 50.20 FEET FROM STATION
 DR0964'S 77 09 MIN E, AND NO. 2 IS 31.3 FEET FROM STATION
 DR0964'S 55 DEG 04 MIN W.  THE AZIMUTH MARK IS ON THE FIRST HUMP
 DR0964'SOUTH OF STATION, APPROXIMATELY 700 FEET SOUTH OF A POINT
 DR0964'WHERE THE ROAD CROSSES THE RIDGE, AND 0.6 MILE FROM
 DR0964'STATION S 14 DEG 05 MIN W.
 DR0964
 DR0964                          STATION RECOVERY (1960)
 DR0964
 DR0964'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 DR0964'STATION MARK--STANDARD USC AND GS DISK, CEMENTED FLUSH WITH GROUND
 DR0964'IN BEDROCK, AND STAMPED ---FEARS-1934---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0893 ***********************************************************************
 DR0893  DESIGNATION -  FELIX
 DR0893  PID         -  DR0893
 DR0893  STATE/COUNTY-  NM/CHAVES
 DR0893  USGS QUAD   -  HACKBERRY RANCH (1975)
 DR0893
 DR0893                         *CURRENT SURVEY CONTROL
 DR0893  ___________________________________________________________________
 DR0893* NAD 83(1992)-  33 06 35.98695(N)    104 35 32.21974(W)     ADJUSTED  
 DR0893* NAVD 88     -      1168.     (meters)    3832.     (feet)  SCALED    
 DR0893  ___________________________________________________________________
 DR0893  LAPLACE CORR-          -3.60  (seconds)                    DEFLEC99
 DR0893  GEOID HEIGHT-         -22.89  (meters)                     GEOID03
 DR0893
 DR0893  HORZ ORDER  -  SECOND
 DR0893
 DR0893.The horizontal coordinates were established by classical geodetic methods
 DR0893.and adjusted by the National Geodetic Survey in December 1993..
 DR0893
 DR0893.The orthometric height was scaled from a topographic map.
 DR0893
 DR0893.The Laplace correction was computed from DEFLEC99 derived deflections.
 DR0893
 DR0893.The geoid height was determined by GEOID03.
 DR0893
 DR0893;                    North         East     Units Scale Factor Converg.
 DR0893;SPC NM E     -   233,981.478   140,832.533   MT  0.99991629   -0 08 29.2
 DR0893;SPC NM E     -   767,654.23    462,048.07   sFT  0.99991629   -0 08 29.2
 DR0893;UTM  13      - 3,663,555.194   538,039.999   MT  0.99961784   +0 13 21.8
 DR0893
 DR0893!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR0893!SPC NM E     -   0.99982032  x   0.99991629  =   0.99973662
 DR0893!UTM  13      -   0.99982032  x   0.99961784  =   0.99943823
 DR0893
 DR0893|---------------------------------------------------------------------|
 DR0893| PID    Reference Object                     Distance      Geod. Az  |
 DR0893|                                                           dddmmss.s |
 DR0893| CJ6328 FELIX RM 1                           20.879 METERS 06026     |
 DR0893| CJ6329 FELIX RM 2                           21.915 METERS 30958     |
 DR0893| CJ6327 FELIX AZ MK                                        3412422.5 |
 DR0893|---------------------------------------------------------------------|
 DR0893
 DR0893                          SUPERSEDED SURVEY CONTROL
 DR0893
 DR0893  NAD 83(1986)-  33 06 35.99261(N)    104 35 32.21338(W) AD(       ) 2
 DR0893  NAD 27      -  33 06 35.61200(N)    104 35 30.32900(W) AD(       ) 2
 DR0893
 DR0893.Superseded values are not recommended for survey control.
 DR0893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0893.See file dsdata.txt to determine how the superseded data were derived.
 DR0893
 DR0893_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES3804063555(NAD 83)
 DR0893_MARKER: DS = TRIANGULATION STATION DISK
 DR0893_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR0893_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR0893
 DR0893  HISTORY     - Date     Condition        Report By
 DR0893  HISTORY     - 1943     MONUMENTED       CGS
 DR0893  HISTORY     - 1947     GOOD             USGS
 DR0893
 DR0893                          STATION DESCRIPTION
 DR0893
 DR0893'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (EHB)
 DR0893'STATION IS LOCATED ABOUT 19* MILES AIRLINE SSW OF ROSWELL, 10.5 MILES
 DR0893'AIRLINE NW OF LAKE ARTHUR AND ABOUT 1.0 MILE N OF RIO FELIX,
 DR0893'ON THE SUMMIT OF A PROMINENT RIDGE 0.15 MILE E OF STATE HIGHWAY
 DR0893'13, 40 FEET S OF THE CENTER LINE OF A BLADED ROAD, AND 24.5
 DR0893'FEET S OF A FENCE.  A BRONZE STATION DISK SET IN A SQUARE-TOPPED
 DR0893'CONCRETE POST PROJECTING ABOUT 3 INCHES ABOVE GROUND.  STAMPED
 DR0893'FELIX 1943.
 DR0893'
 DR0893'UNDERGROUND MARK IS A BRONZE STATION DISK SET IN A CONCRETE POST
 DR0893'ABOUT 30 INCHES BELOW THE SURFACE.  STAMPED FELIX 1943.
 DR0893'
 DR0893'REFERENCE MARK 1 IS ENE OF THE STATION.  A BRONZE REFERENCE DISK
 DR0893'SET IN A ROUND CONCRETE POST FLUSH WITH THE GROUND.  STAMPED
 DR0893'FELIX NO 1 1943.
 DR0893'
 DR0893'REFERENCE MARK 2 IS NW OF THE STATION.  A BRONZE REFERENCE
 DR0893'DISK SET IN A ROUND CONCRETE POST PROJECTING ABOUT 4 INCHES
 DR0893'ABOVE THE GROUND.  STAMPED FELIX NO 2 1943.
 DR0893'
 DR0893'AZIMUTH MARK IS 0.6 MILE NNW OF THE STATION, 60 FEET E OF THE
 DR0893'CENTER LINE OF STATE HIGHWAY 13, AND 3 FEET S OF A 4- BY 4-INCH
 DR0893'WOODEN MARKER POST.  A BRONZE AZIMUTH DISK SET IN A ROUND CONCRETE
 DR0893'POST FLUSH WITH THE GROUND.  STAMPED FELIX 1943.
 DR0893'
 DR0893'TO REACH FROM THE CHAVES COUNTY COURTHOUSE IN ROSWELL, GO S
 DR0893'ON STATE HIGHWAY 13 FOR 10.8 MILES TO A CROSS ROAD AT THE
 DR0893'NE CORNER OF THE ROSWELL ARMY AIR BASE.  CONTINUE STRAIGHT
 DR0893'AHEAD ON HIGHWAY 13 FOR 19.0* MILES TO A CATTLE GUARD.  CROSS
 DR0893'GUARD AND TURN LEFT, E, ALONG S SIDE OF FENCE FOR 0.15 MILE TO
 DR0893'STATION.
 DR0893'
 DR0893'HEIGHT OF LIGHT ABOVE STATION MARK - 6 METERS.
 DR0893
 DR0893                          STATION RECOVERY (1947)
 DR0893
 DR0893'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1947
 DR0893'RECOVERED BY USGS IN 1947 AS DESCRIBED.  USGS DESCRIPTION FOLLOWS
 DR0893'
 DR0893'STATION IS LOCATED IN SEC. 7, T 14 S, R 24 E.  ABOUT 845 FT. E. OF THE
 DR0893'W. LINE AND 325 FT. N. OF THE S. LINE, 901.950 FT. NE. OF THE SECTION
 DR0893'CORNER 850 FT. E. OF STATE HIGHWAY 13 WHERE THE HIGHWAY STARTS TO
 DR0893'CURVE BEFORE GOING OFF THE ESCARPMENT INTO THE RIO FELIX, 81 FT. S. OF
 DR0893'A TRAIL RD.  ABOUT 17 MI. AIRLINE SSW. OF ROSWELL, NEW MEXICO.  ABOUT
 DR0893'15.5 MI. W. OF HAGERMAN, NEW MEXICO.  ABOUT 13 MI. W. AND 7.5 MI. N.
 DR0893'OF LAKE ARTHUR, NEW MEXICO, 24.5 FT. S. OF AN OLD FENCE LINE ON A
 DR0893'PROMINENT RIDGE WHICH IS THE ESCARPMENT ON THE N. SIDE OF THE RIO
 DR0893'FELIX.  A STANDARD TABLET SET IN CONCRETE POST PROJECTING ABOUT 3 IN.
 DR0893'ABOVE GROUND LEVEL STAMPED---FELIX 1943---.
 DR0893'
 DR0893'THIS DESCRIPTION IS INCONSISTENT WITH THE DESCRIPTION BY NGS.  HOWEVER
 DR0893'THE ABOVE DESCRIPTION IS ACCURATE.
 DR0893'
 DR0893'TO REACH STATION FROM JUNCTION OF HIGHWAYS 380 AND 285 IN ROSWELL,
 DR0893'FOLLOW HIGHWAY 285 SE. FOR 5.7 MI. TO JUNCTION OF STATE HIGHWAY 13
 DR0893'DUE S.  TURN S. AND FOLLOW FOR 19.5 MI. TO A CATTLEGUARD AT BEGINNING
 DR0893'OF CURVE ON EDGE OF ESCARPMENT.  TURN E. ALONG TRAIL RD. FOR ABOUT 850
 DR0893'FT.  STATION IS 81 FT. S. OF THE TRAIL RD.
 DR0893'
 DR0893'STATION MARK--A STANDARD DISK STAMPED---FELIX 1943---, CEMENTED IN
 DR0893'TOP OF CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS1455 ***********************************************************************
 DS1455  DESIGNATION -  FENCE
 DS1455  PID         -  DS1455
 DS1455  STATE/COUNTY-  NM/CATRON
 DS1455  USGS QUAD   -  MOJONERA CANYON (1981)
 DS1455
 DS1455                         *CURRENT SURVEY CONTROL
 DS1455  ___________________________________________________________________
 DS1455* NAD 83(1992)-  33 39 02.84064(N)    107 55 24.78302(W)     ADJUSTED  
 DS1455* NAVD 88     -      2317.8    (meters)    7604.     (feet)  VERTCON   
 DS1455  ___________________________________________________________________
 DS1455  LAPLACE CORR-           0.87  (seconds)                    DEFLEC99
 DS1455  GEOID HEIGHT-         -22.01  (meters)                     GEOID03
 DS1455
 DS1455  HORZ ORDER  -  SECOND
 DS1455
 DS1455.The horizontal coordinates were established by classical geodetic methods
 DS1455.and adjusted by the National Geodetic Survey in December 1993..
 DS1455
 DS1455.The NAVD 88 height was computed by applying the VERTCON shift value to
 DS1455.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DS1455
 DS1455.The Laplace correction was computed from DEFLEC99 derived deflections.
 DS1455
 DS1455.The geoid height was determined by GEOID03.
 DS1455
 DS1455;                    North         East     Units Scale Factor Converg.
 DS1455;SPC NM W     -   293,932.063   821,632.020   MT  0.99991753   -0 02 60.0
 DS1455;SPC NM W     -   964,342.11  2,695,637.72   sFT  0.99991753   -0 02 60.0
 DS1455;UTM  13      - 3,727,272.325   228,870.897   MT  1.00050636   -1 37 15.7
 DS1455;UTM  12      - 3,727,684.268   785,314.006   MT  1.00060370   +1 42 21.3
 DS1455
 DS1455!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS1455!SPC NM W     -   0.99963971  x   0.99991753  =   0.99955727
 DS1455!UTM  13      -   0.99963971  x   1.00050636  =   1.00014589
 DS1455!UTM  12      -   0.99963971  x   1.00060370  =   1.00024319
 DS1455
 DS1455|---------------------------------------------------------------------|
 DS1455| PID    Reference Object                     Distance      Geod. Az  |
 DS1455|                                                           dddmmss.s |
 DS1455| CD2869 FENCE RM 1                           31.571 METERS 05852     |
 DS1455| DS0959 T 212                                              0613636.7 |
 DS1455| CD2870 FENCE RM 2                           33.193 METERS 15127     |
 DS1455|---------------------------------------------------------------------|
 DS1455
 DS1455                          SUPERSEDED SURVEY CONTROL
 DS1455
 DS1455  NAD 83(1986)-  33 39 02.84410(N)    107 55 24.78494(W) AD(       ) 2
 DS1455  NAD 27      -  33 39 02.62031(N)    107 55 22.61280(W) AD(       ) 2
 DS1455  NGVD 29 (07/19/86) 2316.8    (m)         7601.     (f) VERT ANG       
 DS1455
 DS1455.Superseded values are not recommended for survey control.
 DS1455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS1455.See file dsdata.txt to determine how the superseded data were derived.
 DS1455
 DS1455_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBT2887127272(NAD 83)
 DS1455_MARKER: DB = BENCH MARK DISK
 DS1455_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS1455_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DS1455
 DS1455  HISTORY     - Date     Condition        Report By
 DS1455  HISTORY     - 1966     MONUMENTED       CGS
 DS1455
 DS1455                          STATION DESCRIPTION
 DS1455
 DS1455'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (ANP)
 DS1455'THE STATION IS ABOUT 19 MILES NORTHEAST OF THE BEAVERHEAD
 DS1455'RANGER STATION, 15 MILES WEST OF THE POST OFFICE AND THE
 DS1455'MC CRAKEN RANCH IN DUSTY AND 12 MILES WEST OF THE CATRON-SIERRA
 DS1455'COUNTY LINE, ON THE NORTHWEST SIDE OF STATE ROUTE 78.
 DS1455'
 DS1455'TO REACH THE STATION FROM THE POST OFFICE AND THE MC CRAKEN
 DS1455'RANCH IN DUSTY, GO NORTHERLY ON STATE ROUTE 52, GRAVELED ROAD,
 DS1455'FOR 3.9 MILES TO A FORK.  TAKE THE RIGHT FORK AND CONTINUE
 DS1455'NORTHERLY ON GRAVELED ROAD FOR 3.3 MILES TO TRIANGULATION
 DS1455'STATION PIGEON ON THE LEFT AT A SIDE ROAD RIGHT AND A SIGN
 DS1455'DUSTY 8 - WINSTON 30 - BEAVERHEAD ROAD 8 - MAGDALENA 8.
 DS1455'CONTINUE NORTHERLY ON THE GRAVELED ROAD, STATE ROUTE 78 FOR 2.7
 DS1455'MILES TO A FORK.  TAKE THE RIGHT FORK AND CONTINUE
 DS1455'NORTHERLY FOR 5.65 MILES TO A REVERSE FORK ON THE LEFT
 DS1455'AND A SIGN CHUCHILLO DUSTY BEAVERHEAD.  TURN SHARP LEFT AND
 DS1455'GO SOUTHWESTERLY ON GRAVELED ROAD, STATE ROUTE 78 FOR 3.7
 DS1455'MILES TO A FORK.  TAKE THE LEFT FORK AND CONTINUE
 DS1455'SOUTHWESTERLY FOR 10.0 MILES TO A CATTLE GUARD AND A SIGN
 DS1455'ADOBE RANCH.  CONTINUE SOUTHWESTERLY FOR 0.7 MILE TO A FORK AND
 DS1455'SIGN ADOBE RANCH 9 BEAVERHEAD RANGER STATION 29.  TAKE THE
 DS1455'RIGHT FORK AND CONTINUE SOUTHWESTERLY FOR 3.6 MILES TO BENCH
 DS1455'MARK T 212 ON THE RIGHT.  CONTINUE SOUTHWESTERLY AND WESTERLY FOR
 DS1455'1.6 MILES TO A CATTLE GUARD AND THE STATION ON THE RIGHT.
 DS1455'
 DS1455'STATION MARK IS A STANDARD DISK, STAMPED FENCE 1966, SET IN
 DS1455'THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 DS1455'PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS 82 FEET NORTH OF
 DS1455'THE CENTER OF A CATTLE GUARD, 82 FEET SOUTHEAST OF A FENCE,
 DS1455'74 FEET NORTHWEST OF THE CENTERLINE OF GRAVELED ROAD AND
 DS1455'4.7 FEET NORTHEAST OF A WITNESS POST.
 DS1455'
 DS1455'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED FENCE NO 1 1966,
 DS1455'SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER,
 DS1455'THAT PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS 110 FEET
 DS1455'NORTH-NORTHWEST OF THE CATTLE GUARD, 108 FEET WEST OF THE
 DS1455'WITNESS POST, 92 FEET NORTHWEST OF THE CENTERLINE OF THE
 DS1455'GRAVELED ROAD, 1 FOOT SOUTHWEST OF THE FENCE AND ABOUT THE
 DS1455'SAME ELEVATION AS THE STATION.
 DS1455'
 DS1455'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED FENCE NO 2 1966,
 DS1455'SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER,
 DS1455'THAT PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS 45 FEET (S)
 DS1455'OF THE CATTLE GUARD, 36 FEET SOUTHEAST OF THE CENTERLINE OF THE
 DS1455'GRAVELED ROAD, 1 FOOT WEST OF THE FENCE AND ABOUT THE SAME
 DS1455'ELEVATION AS THE STATION.
 DS1455'
 DS1455'BENCH MARK T 212 IS A STANDARD GEODETIC BENCH MARK DISK,
 DS1455'STAMPED T 212 1941, SET IN THE TOP OF AN 8 INCH SQUARE CONCRETE
 DS1455'POST, THAT PROJECTS 6 INCHES ABOVE THE GROUND.  IT IS 37
 DS1455'FEET NORTHWEST OF THE CENTERLINE OF A GRAVELED ROAD AND 1.6
 DS1455'FEET SOUTHEAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS1129 ***********************************************************************
 DS1129  DESIGNATION -  FENCE RESET
 DS1129  PID         -  DS1129
 DS1129  STATE/COUNTY-  NM/SOCORRO
 DS1129  USGS QUAD   -  RED CANYON (1982)
 DS1129
 DS1129                         *CURRENT SURVEY CONTROL
 DS1129  ___________________________________________________________________
 DS1129* NAD 83(1992)-  33 43 18.46189(N)    106 14 00.68928(W)     ADJUSTED  
 DS1129* NAVD 88     -      1854.0    (meters)    6083.     (feet)  VERTCON   
 DS1129  ___________________________________________________________________
 DS1129  LAPLACE CORR-           1.13  (seconds)                    DEFLEC99
 DS1129  GEOID HEIGHT-         -21.14  (meters)                     GEOID03
 DS1129
 DS1129  HORZ ORDER  -  SECOND
 DS1129
 DS1129.The horizontal coordinates were established by classical geodetic methods
 DS1129.and adjusted by the National Geodetic Survey in December 1993..
 DS1129
 DS1129.The NAVD 88 height was computed by applying the VERTCON shift value to
 DS1129.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DS1129
 DS1129.The Laplace correction was computed from DEFLEC99 derived deflections.
 DS1129
 DS1129.The geoid height was determined by GEOID03.
 DS1129
 DS1129;                    North         East     Units Scale Factor Converg.
 DS1129;SPC NM C     -   301,798.590   501,526.849   MT  0.99990003   +0 00 32.9
 DS1129;SPC NM C     -   990,150.87  1,645,426.00   sFT  0.99990003   +0 00 32.9
 DS1129;UTM  13      - 3,731,992.900   385,713.229   MT  0.99976102   -0 41 05.6
 DS1129
 DS1129!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS1129!SPC NM C     -   0.99971235  x   0.99990003  =   0.99961241
 DS1129!UTM  13      -   0.99971235  x   0.99976102  =   0.99947344
 DS1129
 DS1129:                Primary Azimuth Mark                     Grid Az
 DS1129:SPC NM C     -  FENCE AZ MK                              016 57 43.0
 DS1129:UTM  13      -  FENCE AZ MK                              017 39 21.5
 DS1129
 DS1129|---------------------------------------------------------------------|
 DS1129| PID    Reference Object                     Distance      Geod. Az  |
 DS1129|                                                           dddmmss.s |
 DS1129| CD2871 FENCE AZ MK                                        0165815.9 |
 DS1129| CD2873 FENCE RM 2                           11.689 METERS 18657     |
 DS1129| CD2872 FENCE RM 1                            5.870 METERS 29337     |
 DS1129|---------------------------------------------------------------------|
 DS1129
 DS1129                          SUPERSEDED SURVEY CONTROL
 DS1129
 DS1129  NAD 83(1986)-  33 43 18.46891(N)    106 14 00.69172(W) AD(       ) 2
 DS1129  NAD 27      -  33 43 18.20335(N)    106 13 58.69058(W) AD(       ) 2
 DS1129  NGVD 29 (07/19/86) 1853.2    (m)         6080.     (f) VERT ANG       
 DS1129
 DS1129.Superseded values are not recommended for survey control.
 DS1129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS1129.See file dsdata.txt to determine how the superseded data were derived.
 DS1129
 DS1129_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT8571331993(NAD 83)
 DS1129_MARKER: DS = TRIANGULATION STATION DISK
 DS1129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS1129_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DS1129
 DS1129  HISTORY     - Date     Condition        Report By
 DS1129  HISTORY     - 1966     MONUMENTED       DMA
 DS1129
 DS1129                          STATION DESCRIPTION
 DS1129
 DS1129'DESCRIBED BY DEFENSE MAP AGENCY 1966 (JWC)
 DS1129'THE STATION IS ABOUT 22 MILES NORTHWEST OF OSCURO, 20 MILES
 DS1129'WEST-NORTHWEST OF CARRIZOZO, 6 MILES SOUTH OF U. S. HIGHWAY 380 AND
 DS1129'AT THE NORTH END OF A LOW GRASSY RIDGE.  A STANDARD DISK WAS SET TO
 DS1129'REPLACE STATION FENCE (WSPG) DUE TO POOR CONDITION OF THE MARK
 DS1129'AND THE ORIGINAL POINT WAS HELD.
 DS1129'
 DS1129'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 54 AND 70 AT
 DS1129'THE NORTH EDGE OF TULAROSA, GO NORTH ON U. S. HIGHWAY 54 FOR 16.75
 DS1129'MILES TO THREE RIVERS.  CONTINUE NORTH FOR 11.0 MILES TO A SIDE
 DS1129'ROAD ON THE LEFT AT OSCURO.  TURN LEFT AND GO WEST ON A GRAVELED
 DS1129'ROAD FOR 5.95 MILES TO A LOCKED GATE.  (FOR THE COMBINATION TO THE
 DS1129'LOCKED GATE, SEE HEADQUARTERS).  PASS THROUGH THE GATE AND GO
 DS1129'WESTERLY FOR 0.7 MILE TO A SIDE ROAD ON THE RIGHT AT A GUARD
 DS1129'SHACK.  TURN RIGHT AND GO NORTH ON A GRAVELED ROAD FOR 7.3 MILE TO A
 DS1129'GRAVELED SIDE ROAD ON THE LEFT.  CONTINUE NORTH FOR 4.4 MILES TO A
 DS1129'FORK.  TAKE THE LEFT FORK AND CONTINUE NORTH FOR 2.95 MILES TO A
 DS1129'FORK.  TAKE THE RIGHT FORK AND CONTINUE NORTH FOR 2.3 MILES TO A
 DS1129'T-INTERSECTION.  TURN RIGHT AND GO NORTHEASTERLY FOR 0.75 MILES TO
 DS1129'A POINT WHERE TELEPHONE LINES CROSS OVER THE ROAD.  CONTINUE
 DS1129'NORTHEASTERLY FOR 0.15 MILE TO A DIM TRACK ROAD ON THE LEFT.  TURN
 DS1129'LEFT AND GO SOUTHWESTERLY ON THE TRACK ROAD FOR 0.2 MILE TO POINT
 DS1129'WHERE THE FENCE IS DOWN.  TURN RIGHT, CROSS THE FENCE AND FOLLOW
 DS1129'THE TRACK ROAD WESTERLY FOR 0.5 MILE TO THE AZIMUTH MARK ON THE
 DS1129'RIGHT.  CONTINUE WESTERLY ON THE TRACK ROAD FOR 0.2 MILE TO THE
 DS1129'STATION ON THE HIGHEST POINT OF THE RIDGE.
 DS1129'
 DS1129'THE STATION MARK IS A STANDARD DISK STAMPED FENCE (WSPG) 1966, SET IN
 DS1129'THE TOP OF A ROUND CONCRETE POST, PROJECTING 3 INCHES ABOVE THE
 DS1129'GROUND AND IS A 12 INCHES IN DIAMETER.  IT IS 7 FEET NORTHEAST OF A
 DS1129'CAIRN THAT IS 4 FEET HIGH.
 DS1129'
 DS1129'REFERENCE MARK 1 IS A STANDARD DISK STAMPED FENCE NO 1 (WSPG) 1966,
 DS1129'SET IN THE TOP OF A 4 X 10 ROCK OUTCROP, PROJECTING 6 INCHES ABOVE
 DS1129'THE GROUND.  IT IS 25 FEET NORTHWEST OF THE CAIRN AND ABOUT THE
 DS1129'SAME ELEVATION AS THE STATION MARK.
 DS1129'
 DS1129'REFERENCE MARK 2 IS A STANDARD DISK STAMPED FENCE NO 2 (WSPG) 1966,
 DS1129'SET IN THE TOP OF A 2 X 2 FOOT ROCK OUTCROP, PROJECTING 3 INCHES
 DS1129'ABOVE THE GROUND.  IT IS 31 FEET WEST OF THE CAIRN AND ABOUT THE SAME
 DS1129'ELEVATION AS THE STATION MARK.
 DS1129'
 DS1129'THE AZIMUTH MARK IS A STANDARD DISK STAMPED FENCE (WSPG) 1966, SET IN
 DS1129'THE TOP OF A 3 X 3 FOOT ROCK OUTCROP, PROJECTING 6 INCHES ABOVE THE
 DS1129'GROUND.  IT IS 42 FEET SOUTH OF THE CENTERLINE OF THE TRACK ROAD
 DS1129'AND 1.6 FEET WEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0973 ***********************************************************************
 CW0973  DESIGNATION -  FENTON
 CW0973  PID         -  CW0973
 CW0973  STATE/COUNTY-  NM/EDDY
 CW0973  USGS QUAD   -  ILLINOIS CAMP SE (1985)
 CW0973
 CW0973                         *CURRENT SURVEY CONTROL
 CW0973  ___________________________________________________________________
 CW0973* NAD 83(1992)-  32 31 21.91306(N)    104 06 52.82857(W)     ADJUSTED  
 CW0973* NAVD 88     -       987.36   (+/-2cm)    3239.4    (feet)  VERTCON   
 CW0973  ___________________________________________________________________
 CW0973  LAPLACE CORR-          -0.64  (seconds)                    DEFLEC99
 CW0973  GEOID HEIGHT-         -24.01  (meters)                     GEOID03
 CW0973
 CW0973  HORZ ORDER  -  THIRD
 CW0973  VERT ORDER  -  THIRD ? (See Below)
 CW0973
 CW0973.The horizontal coordinates were established by classical geodetic methods
 CW0973.and adjusted by the National Geodetic Survey in December 1993..
 CW0973
 CW0973.The NAVD 88 height was computed by applying the VERTCON shift value to
 CW0973.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CW0973.The vertical order pertains to the NGVD 29 superseded value.
 CW0973
 CW0973.The Laplace correction was computed from DEFLEC99 derived deflections.
 CW0973
 CW0973.The geoid height was determined by GEOID03.
 CW0973
 CW0973;                    North         East     Units Scale Factor Converg.
 CW0973;SPC NM E     -   168,852.715   185,541.817   MT  0.99991429   +0 07 03.2
 CW0973;SPC NM E     -   553,977.62    608,731.78   sFT  0.99991429   +0 07 03.2
 CW0973;UTM  13      - 3,598,726.773   583,147.193   MT  0.99968525   +0 28 33.6
 CW0973
 CW0973!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CW0973!SPC NM E     -   0.99984877  x   0.99991429  =   0.99976307
 CW0973!UTM  13      -   0.99984877  x   0.99968525  =   0.99953407
 CW0973
 CW0973                          SUPERSEDED SURVEY CONTROL
 CW0973
 CW0973  NAD 83(1986)-  32 31 21.91408(N)    104 06 52.81987(W) AD(       ) 3
 CW0973  NGVD 29 (04/29/92)  986.88   (m)         3237.8    (f) LEVELING    3  
 CW0973
 CW0973.Superseded values are not recommended for survey control.
 CW0973.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0973.See file dsdata.txt to determine how the superseded data were derived.
 CW0973
 CW0973_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SER8314798727(NAD 83)
 CW0973_MARKER: DS = TRIANGULATION STATION DISK
 CW0973_SETTING: 0 = UNSPECIFIED SETTING
 CW0973_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CW0973
 CW0973  HISTORY     - Date     Condition        Report By
 CW0973  HISTORY     - 1934     MONUMENTED       USGS
 CW0973
 CW0973                          STATION DESCRIPTION
 CW0973
 CW0973'DESCRIBED BY US GEOLOGICAL SURVEY 1934
 CW0973'LOCATED ABOUT 12 MI. NE. OF CARLSBAD ON A LOW ROUNDED ELEVATION,
 CW0973'108.75 FT.  W FROM STANDARD 1/4 SEC. COR.
 CW0973'OF SEC. 31, T 20 S, R 29 E.
 CW0973'
 CW0973'TO REACH FROM RANCH HOUSE OF W. R. FENTON, WHICH IS ON PREVIOUS U.S.
 CW0973'HIGHWAY 62, PROCEED 2 MI. N. 70 DEGREES 15 MINUTES W. (MAGNETIC) FROM
 CW0973'W. R. FENTON RANCH HOUSE.  A ROAD LEADS DIRECT FROM RANCH HOUSE TO
 CW0973'STATION.
 CW0973'
 CW0973'STATION MARK--STANDARD TABLET STAMPED---D 1934 FENTON---, SET IN A
 CW0973'CONCRETE POST EXTENDING 0.5 FT.
 CW0973'
 CW0973'REFERENCE MARK NO. 1--STANDARD REFERENCE TABLET STAMPED---NO. 1---,
 CW0973'SET IN A CONCRETE POST 27.76 FT. FROM STATION MARK.
 CW0973'
 CW0973'REFERENCE MARK NO. 2--STANDARD REFERENCE TABLET STAMPED---NO. 2---,
 CW0973'SET IN A CONCRETE POST 31.15 FT. FROM STATION MARK.
 CW0973'
 CW0973'B.L.M. TIE--1/4 SEC. COR. OF SEC. 31, T 20 S, R 29 E, 108.75 FT.
 CW0973'FROM STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0723 ***********************************************************************
 EQ0723  DESIGNATION -  FERNANDEZ
 EQ0723  PID         -  EQ0723
 EQ0723  STATE/COUNTY-  NM/SOCORRO
 EQ0723  USGS QUAD   -  ORNDORFF RANCH (1972)
 EQ0723
 EQ0723                         *CURRENT SURVEY CONTROL
 EQ0723  ___________________________________________________________________
 EQ0723* NAD 83(1992)-  34 03 41.11764(N)    106 24 26.10706(W)     ADJUSTED  
 EQ0723* NAVD 88     -      1682.3    (meters)    5519.     (feet)  VERTCON   
 EQ0723  ___________________________________________________________________
 EQ0723  LAPLACE CORR-           3.96  (seconds)                    DEFLEC99
 EQ0723  GEOID HEIGHT-         -21.05  (meters)                     GEOID03
 EQ0723
 EQ0723  HORZ ORDER  -  FIRST
 EQ0723
 EQ0723.The horizontal coordinates were established by classical geodetic methods
 EQ0723.and adjusted by the National Geodetic Survey in December 1993..
 EQ0723
 EQ0723.The NAVD 88 height was computed by applying the VERTCON shift value to
 EQ0723.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EQ0723
 EQ0723.The Laplace correction was computed from DEFLEC99 derived deflections.
 EQ0723
 EQ0723.The geoid height was determined by GEOID03.
 EQ0723
 EQ0723;                    North         East     Units Scale Factor Converg.
 EQ0723;SPC NM C     -   339,477.386   485,484.221   MT  0.99990260   -0 05 17.1
 EQ0723;SPC NM C     - 1,113,768.72  1,592,792.82   sFT  0.99990260   -0 05 17.1
 EQ0723;UTM  13      - 3,769,859.669   370,132.036   MT  0.99980791   -0 47 17.8
 EQ0723
 EQ0723!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EQ0723!SPC NM C     -   0.99973928  x   0.99990260  =   0.99964190
 EQ0723!UTM  13      -   0.99973928  x   0.99980791  =   0.99954724
 EQ0723
 EQ0723|---------------------------------------------------------------------|
 EQ0723| PID    Reference Object                     Distance      Geod. Az  |
 EQ0723|                                                           dddmmss.s |
 EQ0723| CD2874 FERNANDEZ RM 1                        6.896 METERS 07642     |
 EQ0723| CD2875 FERNANDEZ RM 2                        7.112 METERS 14220     |
 EQ0723| DS1142 WYRE                                APPROX.11.7 KM 1472909.7 |
 EQ0723|---------------------------------------------------------------------|
 EQ0723
 EQ0723                          SUPERSEDED SURVEY CONTROL
 EQ0723
 EQ0723  NAD 83(1986)-  34 03 41.12462(N)    106 24 26.10905(W) AD(       ) 1
 EQ0723  NAD 27      -  34 03 40.88098(N)    106 24 24.08294(W) AD(       ) 1
 EQ0723  NGVD 29 (07/19/86) 1681.6    (m)         5517.     (f) VERT ANG       
 EQ0723
 EQ0723.Superseded values are not recommended for survey control.
 EQ0723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0723.See file dsdata.txt to determine how the superseded data were derived.
 EQ0723
 EQ0723_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT7013269860(NAD 83)
 EQ0723_MARKER: DS = TRIANGULATION STATION DISK
 EQ0723_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EQ0723
 EQ0723  HISTORY     - Date     Condition        Report By
 EQ0723  HISTORY     - 1965     MONUMENTED       CGS
 EQ0723
 EQ0723                          STATION DESCRIPTION
 EQ0723
 EQ0723'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (WRH)
 EQ0723'THE STATION IS LOCATED ABOUT 12 MILES NORTH OF BINGHAM AND ABOUT 1
 EQ0723'MILE NORTH OF THE RANCH BUILDING OF A. FERNANDEZ, ON A RISE ON THE
 EQ0723'EAST SIDE OF THE VALLEY FLOOR.
 EQ0723'
 EQ0723'STATION MARK IS A STANDARD DISK SET IN CONCRETE, 25 FEET NORTHWEST OF
 EQ0723'A 7 X 7 FOOT CONCRETE PAD AND 23 FEET NORTH OF A 10 X 20 FOOT
 EQ0723'CONCRETE PAD.  IT IS STAMPED FERNANDEZ 1965 AND PROJECTS 8 INCHES.
 EQ0723'
 EQ0723'REFERENCE MARK NO. 1 IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN
 EQ0723'THE NORTHWEST CORNER OF A 7 X 7 FOOT CONCRETE PAD.  IT IS STAMPED
 EQ0723'FERNANDEZ NO. 1 1965.
 EQ0723'
 EQ0723'REFERENCE MARK NO. 2 IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN
 EQ0723'THE CENTER OF A 10 X 20 FOOT CONCRETE PAD.  IT IS STAMPED FERNANDEZ
 EQ0723'NO. 2 1965.
 EQ0723'
 EQ0723'DISTANCE BETWEEN RM 1 AND RM 2 IS 24 FEET 11 INCHES.
 EQ0723'
 EQ0723'TO REACH THE STATION FROM THE POST OFFICE IN BINGHAM, GO EAST ON
 EQ0723'U. S. HIGHWAY 380 FOR 0.35 MILE TO A T ROAD LEFT (WSMR ROUTE 9),
 EQ0723'TURN LEFT AND GO NORTH 0.3 MILE TO A FORK, KEEP LEFT FORK AND GO
 EQ0723'WEST AND NORTH ON WSMR ROUTE 9 FOR 1.7 MILES TO AN INTERSECTION
 EQ0723'WITH OLD HIGHWAY 380, TURN LEFT AND GO WEST ON OLD HIGHWAY 380
 EQ0723'FOR 3.2 MILES TO A T ROAD RIGHT, TURN RIGHT AND GO NORTHERLY ON
 EQ0723'WSMR FOR 7.1 MILES TO A T ROAD LEFT, CONTINUE STRAIGHT AHEAD 1.9
 EQ0723'MILES TO A FERNANDEZ RANCH BUILDINGS, PASS THROUGH BOTH GATES AND
 EQ0723'CONTINUE NORTHERLY ON WSMR ROUTE 3625 FOR 1.9 MILES TO A TANK AND
 EQ0723'CROSSROAD, TURN RIGHT AND CONTINUE NORTHEASTERLY 1.0 MILE TO A TRACK
 EQ0723'TRAIL ON LEFT, TURN LEFT AND GO NORTHWEST 0.4 MILE ON TRACK TRAIL
 EQ0723'TO HIGHEST POINT OF THE RIDGE AND THE STATION AS DESCRIBED.
 EQ0723'
 EQ0723'HEIGHT OF LIGHT ABOVE STATION MARK 1.3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0487 ***********************************************************************
 FM0487  DESIGNATION -  FF 107
 FM0487  PID         -  FM0487
 FM0487  STATE/COUNTY-  NM/UNION
 FM0487  USGS QUAD   -  AMISTAD SE (1971)
 FM0487
 FM0487                         *CURRENT SURVEY CONTROL
 FM0487  ___________________________________________________________________
 FM0487* NAD 83(1986)-  35 47 51.     (N)    103 07 31.     (W)     SCALED    
 FM0487* NAVD 88     -      1344.638  (meters)    4411.53   (feet)  ADJUSTED  
 FM0487  ___________________________________________________________________
 FM0487  GEOID HEIGHT-         -22.96  (meters)                     GEOID03
 FM0487  DYNAMIC HT  -        1343.032 (meters)    4406.26  (feet)  COMP
 FM0487  MODELED GRAV-     979,391.9   (mgal)                       NAVD 88
 FM0487
 FM0487  VERT ORDER  -  SECOND    CLASS 0
 FM0487
 FM0487.The horizontal coordinates were scaled from a topographic map and have
 FM0487.an estimated accuracy of +/- 6 seconds.
 FM0487
 FM0487.The orthometric height was determined by differential leveling
 FM0487.and adjusted by the National Geodetic Survey in June 1991..
 FM0487
 FM0487.The geoid height was determined by GEOID03.
 FM0487
 FM0487.The dynamic height is computed by dividing the NAVD 88
 FM0487.geopotential number by the normal gravity value computed on the
 FM0487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0487.degrees latitude (g = 980.6199 gals.).
 FM0487
 FM0487.The modeled gravity was interpolated from observed gravity values.
 FM0487
 FM0487;                    North         East    Units  Estimated Accuracy
 FM0487;SPC NM E     -   532,730.      274,190.      MT  (+/- 180 meters Scaled)
 FM0487
 FM0487                          SUPERSEDED SURVEY CONTROL
 FM0487
 FM0487  NGVD 29 (??/??/92) 1344.016  (m)         4409.49   (f) ADJ UNCH    2 0
 FM0487
 FM0487.Superseded values are not recommended for survey control.
 FM0487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0487.See file dsdata.txt to determine how the superseded data were derived.
 FM0487
 FM0487_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFV694631(NAD 83)
 FM0487_MARKER: DB = BENCH MARK DISK
 FM0487_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0487_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0487_STAMPING: FF-107 1934
 FM0487_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0487+STABILITY: SURFACE MOTION
 FM0487
 FM0487  HISTORY     - Date     Condition        Report By
 FM0487  HISTORY     - 1934     MONUMENTED       CGS
 FM0487
 FM0487                          STATION DESCRIPTION
 FM0487
 FM0487'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FM0487'IN CENTERVILLE.
 FM0487'180 FEET SOUTHEAST OF CENTERVILLE POST OFFICE.  66 FEET SOUTH OF
 FM0487'CENTERLINE OF EAST AND WEST SECTION LINE ROAD.  29 FEET SOUTH OF FENCE
 FM0487'CORNER, AND 1 FOOT WEST OF FENCE LINE.  90 FEET EAST OF CENTERLINE OF
 FM0487'STATE HIGHWAY 18.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ1058 ***********************************************************************
 EQ1058  DESIGNATION -  FIELD
 EQ1058  PID         -  EQ1058
 EQ1058  STATE/COUNTY-  NM/SOCORRO
 EQ1058  USGS QUAD   -  PUEBLO VIEJO MESA (1964)
 EQ1058
 EQ1058                         *CURRENT SURVEY CONTROL
 EQ1058  ___________________________________________________________________
 EQ1058* NAD 83(1992)-  34 30 45.20180(N)    107 31 53.07793(W)     ADJUSTED  
 EQ1058* NAVD 88     -      2286.2    (meters)    7501.     (feet)  VERTCON   
 EQ1058  ___________________________________________________________________
 EQ1058  LAPLACE CORR-          -1.88  (seconds)                    DEFLEC99
 EQ1058  GEOID HEIGHT-         -21.15  (meters)                     GEOID03
 EQ1058
 EQ1058  HORZ ORDER  -  FIRST
 EQ1058
 EQ1058.The horizontal coordinates were established by classical geodetic methods
 EQ1058.and adjusted by the National Geodetic Survey in December 1993..
 EQ1058
 EQ1058.The NAVD 88 height was computed by applying the VERTCON shift value to
 EQ1058.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EQ1058
 EQ1058.The Laplace correction was computed from DEFLEC99 derived deflections.
 EQ1058
 EQ1058.The geoid height was determined by GEOID03.
 EQ1058
 EQ1058;                    North         East     Units Scale Factor Converg.
 EQ1058;SPC NM C     -   390,250.021   382,341.153   MT  1.00007058   -0 43 34.0
 EQ1058;SPC NM C     - 1,280,345.28  1,254,397.60   sFT  1.00007058   -0 43 34.0
 EQ1058;SPC NM W     -   389,552.360   857,722.162   MT  0.99992614   +0 10 15.8
 EQ1058;SPC NM W     - 1,278,056.37  2,814,043.46   sFT  0.99992614   +0 10 15.8
 EQ1058;UTM  13      - 3,821,899.273   267,615.862   MT  1.00026568   -1 26 05.7
 EQ1058
 EQ1058!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EQ1058!SPC NM C     -   0.99964457  x   1.00007058  =   0.99971513
 EQ1058!SPC NM W     -   0.99964457  x   0.99992614  =   0.99957074
 EQ1058!UTM  13      -   0.99964457  x   1.00026568  =   0.99991016
 EQ1058
 EQ1058|---------------------------------------------------------------------|
 EQ1058| PID    Reference Object                     Distance      Geod. Az  |
 EQ1058|                                                           dddmmss.s |
 EQ1058| CD2879 FIELD RM 1                            6.525 METERS 06240     |
 EQ1058| CD2878 FIELD AZ MK                                        1023356.8 |
 EQ1058| EQ1038 LA JARA PEAK                        APPROX.21.5 KM 1231019.4 |
 EQ1058| EQ1042 LA CRUZ PEAK                        APPROX.16.8 KM 1422257.7 |
 EQ1058| EQ1044 GALLINAS MTS PEAK                   APPROX.24.4 KM 1770632.3 |
 EQ1058| EQ1059 PEAK SOUTH OF RED LAKE              APPROX.17.2 KM 3285258.4 |
 EQ1058| CD2880 FIELD RM 2                            6.285 METERS 35221     |
 EQ1058|---------------------------------------------------------------------|
 EQ1058
 EQ1058                          SUPERSEDED SURVEY CONTROL
 EQ1058
 EQ1058  NAD 83(1986)-  34 30 45.20602(N)    107 31 53.08013(W) AD(       ) 1
 EQ1058  NAD 27      -  34 30 45.00100(N)    107 31 50.92500(W) AD(       ) 1
 EQ1058  NGVD 29 (07/19/86) 2285.3    (m)         7498.     (f) VERT ANG       
 EQ1058
 EQ1058.Superseded values are not recommended for survey control.
 EQ1058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ1058.See file dsdata.txt to determine how the superseded data were derived.
 EQ1058
 EQ1058_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBU6761621899(NAD 83)
 EQ1058_MARKER: DS = TRIANGULATION STATION DISK
 EQ1058_SETTING: 80 = SET IN A BOULDER
 EQ1058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EQ1058+STABILITY: SURFACE MOTION
 EQ1058
 EQ1058  HISTORY     - Date     Condition        Report By
 EQ1058  HISTORY     - 1945     MONUMENTED       CGS
 EQ1058  HISTORY     - 1958     GOOD             CGS
 EQ1058  HISTORY     - 1964     GOOD             USGS
 EQ1058
 EQ1058                          STATION DESCRIPTION
 EQ1058
 EQ1058'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (RAM)
 EQ1058'STATION IS LOCATED ON THE HIGHEST POINT OF THE FIRST MESA
 EQ1058'LYING ABOUT 2-1/2 MILES S AND W OF FIELDS, A SMALL RANCH
 EQ1058'SETTLEMENT LOCATED ABOUT 39 MILES N OF MAGDALENA AND REACHED
 EQ1058'FROM THERE BY STATE HIGHWAY 52.  IT IS ON THE HIGHEST POINT
 EQ1058'IN THE VICINITY AND OVERLOOKS ALL THE AREA TO THE E.
 EQ1058'
 EQ1058'TO REACH STATION FROM FIELDS, GO SW ON THE MAIN BLADED ROAD
 EQ1058'FOR 1.0 MILE TO A GATE, CONTINUE AHEAD FOR 0.5 MILE TO ANOTHER
 EQ1058'GATE, CONTINUE FOR 0.2 MILE TO THE AZIMUTH MARK ON THE LEFT
 EQ1058'(WHICH IS IN A PROMINENT, BARE, ROCK OUTCROP), CONTINUE
 EQ1058'FOR 0.2 MILE TO DIM TRACKS LEADING TO THE RIGHT TOWARD A
 EQ1058'ROCKY WASH COMING DOWN FROM THE MESA, BEAR RIGHT ON THE TRACKS
 EQ1058'AND CONTINUE FOR 1.0 MILE TO THE BASE OF THE MESA AND THE
 EQ1058'END OF TRUCK TRAVEL.  PACK UP THE WASH TOWARD THE HIGHEST
 EQ1058'POINT THROUGH THE RIM AND CONTINUE W FOR ABOUT 1/8 MILE TO
 EQ1058'THE HIGHEST POINT AND THE STATION.
 EQ1058'
 EQ1058'STATION MARK IS A BRONZE STATION DISK SET IN A BOULDER PROJECTING
 EQ1058'ABOUT 3 INCHES AND IS STAMPED FIELD 1945.  THE HILL IS FLAT ON
 EQ1058'TOP AND THE STATION IS ABOUT 12 FEET SE OF THE HIGHEST POINT.
 EQ1058'
 EQ1058'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A LOW AREA
 EQ1058'IN A BOULDER ABOUT FLUSH WITH THE SURROUNDING GROUND AND
 EQ1058'IS STAMPED FIELD 1945.  IT IS ENE OF THE STATION AND ABOUT
 EQ1058'1 FOOT LOWER.
 EQ1058'
 EQ1058'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A BOULDER
 EQ1058'PROJECTING ABOUT 2 INCHES AND IS STAMPED FIELD NO 2 1945.
 EQ1058'IT IS N OF THE STATION AND ABOUT LEVEL WITH IT.
 EQ1058'
 EQ1058'AZIMUTH MARK IS A BRONZE REFERENCE DISK, DEFACED, AND STAMPED
 EQ1058'FIELD 1945 AZIMUTH.  IT IS SET IN A PROMINENT ROCK OUTCROP,
 EQ1058'ABOUT FLUSH WITH THE SURROUNDING GROUND, AND IS ABOUT 1-1/4
 EQ1058'MILES ESE OF THE STATION.  THE MARK IS PASSED ON THE WAY
 EQ1058'TO THE STATION.  IT IS 14 FEET S OF THE CENTER OF THE ROAD
 EQ1058'AND 8.5 FEET WNW OF A WHITE WITNESS POST.
 EQ1058
 EQ1058                          STATION RECOVERY (1958)
 EQ1058
 EQ1058'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (RLE)
 EQ1058'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2
 EQ1058'AND THE AZIMUTH MARK WERE FOUND IN GOOD CONDITION.  FOLLOWING
 EQ1058'IS A NEW AND COMPLETE DESCRIPTION.
 EQ1058'
 EQ1058'THE STATION IS LOCATED ON A LONG, HIGH MESA WHICH SLOPES
 EQ1058'OFF TO THE WEST AND DROPS OFF SHARPLY TO THE EAST.  IT IS
 EQ1058'ABOUT 37 MILES SOUTH-SOUTHWEST OF GORREO AND 2.5 MILES
 EQ1058'WEST-SOUTHWEST OF THE FIELD RANCH BUILDINGS.  THE MARK IS
 EQ1058'SET IN A BOULDER, 12 FEET SOUTHEAST OF THE HIGHEST PART OF THE
 EQ1058'ELEVATION, IT PROJECTS 3 INCHES AND IS STAMPED FIELD 1945.
 EQ1058'
 EQ1058'REFERENCE MARK NO. 1 IS ABOUT 1 FOOT LOWER THAN THE STATION
 EQ1058'AND IS SET IN A BOULDER WHICH MEASURES ABOUT 2 BY 4 FEET AND
 EQ1058'PROJECTS 2 FEET.  IT IS STAMPED FIELD NO 1 1945.
 EQ1058'
 EQ1058'REFERENCE MARK NO. 2 IS ABOUT LEVEL WITH THE STATION AND
 EQ1058'IS SET IN A BOULDER WHICH PROJECTS 6 INCHES.  IT IS STAMPED
 EQ1058'FIELD NO 2 1945.
 EQ1058'
 EQ1058'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK
 EQ1058'NO. 2 IS 24.3 FEET.
 EQ1058'
 EQ1058'THE AZIMUTH MARK IS A STANDARD REFERENCE MARK DISC SET IN
 EQ1058'A DRILL HOLE IN OUTCROPPING BEDROCK.  IT IS 12 FEET EAST
 EQ1058'OF THE CENTER OF THE TRACK ROAD, 8 FEET SOUTH OF A WITNESS
 EQ1058'POST AND IS STAMPED FIELD 1945 AZIMUTH.
 EQ1058'
 EQ1058'TO REACH THE STATION FROM THE POST OFFICE IN GORREO, GO
 EQ1058'WESTERLY ON U.S. HIGHWAY 66 FOR 0.9 MILES TO A SIDE ROAD
 EQ1058'LEFT, TURN LEFT ON THE SIDE ROAD AND GO 1.2 MILES TO A FORK,
 EQ1058'FOLLOW THE LEFT ROAD STRAIGHT AHEAD FOR 5.6 MILES TO A FORK
 EQ1058'AND A CATTLE GUARD, TAKE THE LEFT ROAD OVER THE CATTLE GUARD
 EQ1058'AND GO 0.9 MILES TO A FORK, FOLLOW THE RIGHT FORK FOR 0.4
 EQ1058'MILES TO A CATTLE GUARD AND A ROAD FORKS, FOLLOW THE RIGHT
 EQ1058'FORK FOR 6.65 MILES TO A GATE, GO THROUGH THE GATE AND
 EQ1058'CONTINUE ON THE MAIN GRADED ROAD FOR 2.75 MILES TO A CATTLE
 EQ1058'GUARD, CROSS OVER THE GUARD AND CONTINUE ON THE GRADED
 EQ1058'ROAD FOR 1.2 MILES TO A FORK, BEAR LEFT AND GO 5.4 MILES TO A
 EQ1058'FORK AND SIGN, PIE RANCH, BEAR LEFT AND GO 0.5 MILES TO
 EQ1058'A CATTLE GUARD, CROSS OVER THE GUARD AND CONTINUE ON
 EQ1058'THE GRADED ROAD FOR 0.6 MILES TO A CATTLE GUARD, CROSS
 EQ1058'OVER THE GUARD AND GO 3.55 MILES TO ANOTHER CATTLE
 EQ1058'GUARD, CROSS OVER THE GUARD AND GO 2.25 MILES TO A WIRE
 EQ1058'GATE, GO THROUGH THE GATE AND CONTINUE ON FOR 1.45 MILES
 EQ1058'TO A WIRE GATE, GO THROUGH THE GATE AND FOLLOW THE ROAD
 EQ1058'FOR 1.45 MILES TO A WIRE GATE, GO THROUGH THE GATE AND
 EQ1058'CONTINUE ON THE MAIN GRADED ROAD FOR 3.7 MILES TO A GATE
 EQ1058'AND THE FIELD RANCH BUILDINGS ON THE RIGHT.  GO THROUGH THE
 EQ1058'GATE AND CONTINUE ON THE GRADED ROAD FOR 1.05 MILES TO A
 EQ1058'WIRE GATE, GO THROUGH THE GATE AND CONTINUE ON THE
 EQ1058'GRADED ROAD FOR 0.55 MILES TO A DIM TRACK ROAD RIGHT,
 EQ1058'TURN RIGHT ON THE TRACK ROAD AND GO 0.25 MILES TO THE AZIMUTH
 EQ1058'MARK ON THE LEFT AS DESCRIBED, BEAR TO THE RIGHT, WESTERLY,
 EQ1058'ACROSS THE PASTURE FOR 0.15 MILES TO A WIRE GATE, WHICH IS AT
 EQ1058'A POINT WHERE 3 FENCES MEET.  GO THROUGH THE GATE AND GO
 EQ1058'WEST ALONG THE NORTH SIDE OF THE FENCE FOR 0.4 MILES TO A
 EQ1058'WIRE GATE, TURN LEFT THROUGH THE GATE, THEN BEAR RIGHT AND
 EQ1058'PICK YOUR WAY THROUGH THE PASTURE, WESTERLY, PARRALLEL TO
 EQ1058'THE FENCE FOR 0.35 MILES TO THE BASE OF THE HILLS, CONTINUE
 EQ1058'WESTERLY ALONG THE LEFT SIDE OF THE HILLS FOR 0.45 MILES
 EQ1058'TO THE END OF TRUCK TRAVEL AT THE BASE OF A WASH.  PACK
 EQ1058'WESTERLY UP THE WASH, OR ALONG SIDE OF IT, THEN WORK UP
 EQ1058'AROUND THE LEFT SIDE OF THE APPARENT HIGHEST ROCKY POINT,
 EQ1058'BEAR TO THE RIGHT ABOVE THIS POINT AND GO THROUGH A GATE
 EQ1058'IN A FENCE, PACK TO THE CREST OF THE RIDGE AND THEN GO
 EQ1058'WESTERLY TO THE HIGHEST POINT OF THE MESA AND THE STATION
 EQ1058'AS DESCRIBED.
 EQ1058'
 EQ1058'THE DISTANCE FROM THE END OF TRUCK TRAVEL TO THE STATION IS
 EQ1058'ABOUT 1.0 MILE.  IT IS A 2-HOUR PACK.
 EQ1058
 EQ1058                          STATION RECOVERY (1964)
 EQ1058
 EQ1058'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 EQ1058'DESCRIPTION AND POSITION LISTED IN NGS QUAD 34107-4, STATION 1001.
 EQ1058'
 EQ1058'RECOVERED BY USGS IN 1964.
 EQ1058'
 EQ1058'STATION MARK--STANDARD USC AND GS BRONZE DISK, STAMPED---FIELD
 EQ1058'1945---, SET IN A BOULDER WHICH PROJECTS ABOUT 3 IN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0695 ***********************************************************************
 EO0695  DESIGNATION -  FIELD ATT TOWER
 EO0695  PID         -  EO0695
 EO0695  STATE/COUNTY-  NM/CURRY
 EO0695  USGS QUAD   -  FIELD (1973)
 EO0695
 EO0695                         *CURRENT SURVEY CONTROL
 EO0695  ___________________________________________________________________
 EO0695* NAD 83(1992)-  34 38 03.76905(N)    103 33 27.02077(W)     ADJUSTED  
 EO0695* NAVD 88     -                                                        
 EO0695  ___________________________________________________________________
 EO0695  LAPLACE CORR-          -1.02  (seconds)                    DEFLEC99
 EO0695  GEOID HEIGHT-         -23.41  (meters)                     GEOID03
 EO0695
 EO0695  HORZ ORDER  -  THIRD
 EO0695
 EO0695.The horizontal coordinates were established by classical geodetic methods
 EO0695.and adjusted by the National Geodetic Survey in December 1993..
 EO0695
 EO0695
 EO0695.The Laplace correction was computed from DEFLEC99 derived deflections.
 EO0695
 EO0695.The geoid height was determined by GEOID03.
 EO0695
 EO0695;                    North         East     Units Scale Factor Converg.
 EO0695;SPC NM E     -   403,294.813   236,131.772   MT  0.99997143   +0 26 27.4
 EO0695;SPC NM E     - 1,323,143.07    774,708.99   sFT  0.99997143   +0 26 27.4
 EO0695;UTM  13      - 3,833,444.496   632,217.785   MT  0.99981547   +0 49 11.8
 EO0695
 EO0695                          SUPERSEDED SURVEY CONTROL
 EO0695
 EO0695  NAD 83(1986)-  34 38 03.77406(N)    103 33 27.00714(W) AD(       ) 4
 EO0695  NAD 27      -  34 38 03.51755(N)    103 33 25.15812(W) AD(       ) 3
 EO0695
 EO0695.Superseded values are not recommended for survey control.
 EO0695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0695.See file dsdata.txt to determine how the superseded data were derived.
 EO0695
 EO0695_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFU3221833444(NAD 83)
 EO0695_MARKER: 45 = MICROWAVE TOWER
 EO0695
 EO0695  HISTORY     - Date     Condition        Report By
 EO0695  HISTORY     - 1972     FIRST OBSERVED   NGS
 EO0695
 EO0695                          STATION DESCRIPTION
 EO0695
 EO0695'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 EO0695'ABOUT 15 MILES NORTH AND 4-1/2 MILES EAST OF MELROSE, 0.5 MILE
 EO0695'EAST-NORTHEAST OF FIELD, 0.4 MILE EAST OF THE JUNCTION OF STATE
 EO0695'HIGHWAYS 89 AND 224, ALONG THE NORTH SIDE OF HIGHWAY 89, A 4-LEGGED
 EO0695'STEEL TOWER WITH 4 RELAY PANELS AT THE TOP.  THE TOWER IS 300 FEET
 EO0695'IN HEIGHT, PLUS THE RELAY PANELS.  OVERALL HEIGHT APPROXIMATELY 315
 EO0695'FEET.  THE LIGHT AT THE TOP IS OFFSET TO THE WEST PART OF THE
 EO0695'TOWER.  THE POINT OBSERVED WAS THE TOP CENTER OF THE TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0740 ***********************************************************************
 GM0740  DESIGNATION -  FIELD AZ MK 2
 GM0740  PID         -  GM0740
 GM0740  STATE/COUNTY-  NM/COLFAX
 GM0740  USGS QUAD   -  KOEHLER (1971)
 GM0740
 GM0740                         *CURRENT SURVEY CONTROL
 GM0740  ___________________________________________________________________
 GM0740* NAD 83(1992)-  36 44 43.98053(N)    104 30 42.60542(W)     ADJUSTED  
 GM0740* NAVD 88     -      1947.3    (meters)    6389.     (feet)  GPS OBS   
 GM0740  ___________________________________________________________________
 GM0740  X           -  -1,282,589.251 (meters)                     COMP
 GM0740  Y           -  -4,955,182.039 (meters)                     COMP
 GM0740  Z           -   3,795,958.027 (meters)                     COMP
 GM0740  LAPLACE CORR-          -3.92  (seconds)                    DEFLEC99
 GM0740  ELLIP HEIGHT-        1929.10  (meters)          (06/27/01) GPS OBS
 GM0740  GEOID HEIGHT-         -18.43  (meters)                     GEOID03
 GM0740
 GM0740  HORZ ORDER  -  SECOND
 GM0740  ELLP ORDER  -  FOURTH    CLASS II
 GM0740
 GM0740.This mark is at Raton Mun/crews Fld Airport (RTN)
 GM0740
 GM0740.The horizontal coordinates were established by GPS observations
 GM0740.and adjusted by the National Geodetic Survey in May 1992..
 GM0740
 GM0740.The orthometric height was determined by GPS observations and a
 GM0740.high-resolution geoid model.
 GM0740
 GM0740.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GM0740
 GM0740.The Laplace correction was computed from DEFLEC99 derived deflections.
 GM0740
 GM0740.The ellipsoidal height was determined by GPS observations
 GM0740.and is referenced to NAD 83.
 GM0740
 GM0740.The geoid height was determined by GEOID03.
 GM0740
 GM0740;                    North         East     Units Scale Factor Converg.
 GM0740;SPC NM E     -   637,255.931   149,059.937   MT  0.99991222   -0 06 24.4
 GM0740;SPC NM E     - 2,090,730.50    489,040.81   sFT  0.99991222   -0 06 24.4
 GM0740;UTM  13      - 4,066,757.096   543,579.472   MT  0.99962340   +0 17 31.4
 GM0740
 GM0740!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GM0740!SPC NM E     -   0.99969735  x   0.99991222  =   0.99960959
 GM0740!UTM  13      -   0.99969735  x   0.99962340  =   0.99932086
 GM0740
 GM0740|---------------------------------------------------------------------|
 GM0740| PID    Reference Object                     Distance      Geod. Az  |
 GM0740|                                                           dddmmss.s |
 GM0740| GM0737 FIELD RESET                         317.412 METERS 05128     |
 GM0740|---------------------------------------------------------------------|
 GM0740
 GM0740                          SUPERSEDED SURVEY CONTROL
 GM0740
 GM0740  ELLIP H (12/21/93) 1929.11   (m)                       GP(       ) 4 1
 GM0740  NAD 83(1986)-  36 44 43.98661(N)    104 30 42.60701(W) AD(       ) 2
 GM0740  NAD 27      -  36 44 43.88695(N)    104 30 40.64573(W) AD(       ) 2
 GM0740  NGVD 29 (07/19/86) 1946.5    (m)         6386.     (f) VERT ANG       
 GM0740
 GM0740.Superseded values are not recommended for survey control.
 GM0740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0740.See file dsdata.txt to determine how the superseded data were derived.
 GM0740
 GM0740_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEA4357966757(NAD 83)
 GM0740_MARKER: DZ = AZIMUTH MARK DISK
 GM0740_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GM0740_SP_SET: SQUARE CONCRETE MONUMENT
 GM0740_STAMPING: FIELD 1945 AZ 2 1975
 GM0740_MARK LOGO: NGS   
 GM0740_MAGNETIC: N = NO MAGNETIC MATERIAL
 GM0740_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GM0740+STABILITY: SURFACE MOTION
 GM0740_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GM0740+SATELLITE: SATELLITE OBSERVATIONS - August 25, 2004
 GM0740
 GM0740  HISTORY     - Date     Condition        Report By
 GM0740  HISTORY     - 1975     MONUMENTED       NGS
 GM0740  HISTORY     - 19880517 GOOD             NGS
 GM0740  HISTORY     - 19960619 GOOD             CHANCE
 GM0740  HISTORY     - 20040825 GOOD             NMHD
 GM0740
 GM0740                          STATION DESCRIPTION
 GM0740
 GM0740'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 GM0740'THE STATION IS LOCATED ON THE HIGHWAY 64 RIGHT-OF-WAY, SOUTHWEST OF
 GM0740'THE ENTRANCE TO THE RATON MUNICIPAL AIRPORT.  OWNERSHIP--HIGHWAY
 GM0740'RIGHT-OF-WAY.
 GM0740'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 25 AND
 GM0740'U.S. HIGHWAY 64 WEST, EXIT 446, ABOUT 6.5 KM (4.05 MI) SOUTH OF
 GM0740'RATON, GO SOUTHWEST ON HIGHWAY 64 FOR 4.21 KM (2.60 MI) 2.60 MI) TO A
 GM0740'RAILROAD OVERPASS, CONTINUE AHEAD FOR 5.78 KM (3.60 MI) TO THE
 GM0740'AIRPORT ENTRANCE ON THE LEFT, CONTINUE AHEAD FOR 0.07 KM (0.05 MI) TO
 GM0740'A GRAVEL ROAD LEFT, CONTINUE AHEAD ON THE HIGHWAY FOR 0.34 KM
 GM0740'(0.20 MI) TO THE STATION ON THE RIGHT.
 GM0740'THE STATION IS A STANDARD NGS AZIMUTH DISK STAMPED---FIELD 1945 AZ 2
 GM0740'1975---, SET IN THE TOP OF A 25 CM SQUARE CONCRETE POST, RECESSED 10
 GM0740'CM BELOW THE GROUND.  LOCATED 21.7 M (71.2 FT) NORTHWEST OF THE
 GM0740'APPROXIMATE CENTER OF THE HIGHWAY, LEVEL WITH THE HIGHWAY, 3.0 M
 GM0740'(9.8 FT) SOUTHEAST OF A UTILITY POLE, 0.7 M (2.3 FT) SOUTH OF A METAL
 GM0740'WITNESS POST, AND 0.5 M (1.6 FT) SOUTHEAST OF A FENCE.
 GM0740'NEW MEXICO FAA, FEBRUARY 1988.
 GM0740'DESCRIBED BY STEPHEN E. RANDALL.
 GM0740
 GM0740                          STATION RECOVERY (1996)
 GM0740
 GM0740'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (KAL)
 GM0740'RECOVERY NOTE BY CHANCE 1996 RECOVERED AS DESCRIBED AND IN GOOD
 GM0740'CONDITION.
 GM0740
 GM0740                          STATION RECOVERY (2004)
 GM0740
 GM0740'RECOVERY NOTE BY NM HIGHWAY DEPT 2004 (WAB)
 GM0740'DESCRIPTION ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0737 ***********************************************************************
 GM0737  CBN         -  This is a Cooperative Base Network Control Station.
 GM0737  PACS        -  This is a Primary Airport Control Station.
 GM0737  DESIGNATION -  FIELD RESET
 GM0737  PID         -  GM0737
 GM0737  STATE/COUNTY-  NM/COLFAX
 GM0737  USGS QUAD   -  KOEHLER (1971)
 GM0737
 GM0737                         *CURRENT SURVEY CONTROL
 GM0737  ___________________________________________________________________
 GM0737* NAD 83(1992)-  36 44 50.39488(N)    104 30 32.59619(W)     ADJUSTED  
 GM0737* NAVD 88     -      1945.85   (meters)    6384.0    (feet)  GPS OBS   
 GM0737  ___________________________________________________________________
 GM0737  X           -  -1,282,318.809 (meters)                     COMP
 GM0737  Y           -  -4,955,128.404 (meters)                     COMP
 GM0737  Z           -   3,796,115.501 (meters)                     COMP
 GM0737  LAPLACE CORR-          -3.88  (seconds)                    DEFLEC99
 GM0737  ELLIP HEIGHT-        1927.41  (meters)          (06/27/01) GPS OBS
 GM0737  GEOID HEIGHT-         -18.43  (meters)                     GEOID03
 GM0737
 GM0737  HORZ ORDER  -  B
 GM0737  ELLP ORDER  -  FOURTH    CLASS II
 GM0737
 GM0737.This mark is at Raton Mun/crews Fld Airport (RTN)
 GM0737
 GM0737.The horizontal coordinates were established by GPS observations
 GM0737.and adjusted by the National Geodetic Survey in May 1992..
 GM0737
 GM0737.The orthometric height was determined by GPS observations and a
 GM0737.high-resolution geoid model.
 GM0737
 GM0737.GPS derived orthometric heights for airport stations designated as
 GM0737.PACS or SACS are published to 2 decimal places.  This maintains
 GM0737.centimeter relative accuracy between the PACS and SACS.  It does
 GM0737.not indicate centimeter accuracy relative to other marks which are
 GM0737.part of the NAVD 88 network.
 GM0737
 GM0737.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GM0737
 GM0737.The Laplace correction was computed from DEFLEC99 derived deflections.
 GM0737
 GM0737.The ellipsoidal height was determined by GPS observations
 GM0737.and is referenced to NAD 83.
 GM0737
 GM0737.The geoid height was determined by GEOID03.
 GM0737
 GM0737;                    North         East     Units Scale Factor Converg.
 GM0737;SPC NM E     -   637,453.182   149,308.583   MT  0.99991212   -0 06 18.5
 GM0737;SPC NM E     - 2,091,377.65    489,856.58   sFT  0.99991212   -0 06 18.5
 GM0737;UTM  13      - 4,066,956.015   543,826.667   MT  0.99962366   +0 17 37.4
 GM0737
 GM0737!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GM0737!SPC NM E     -   0.99969761  x   0.99991212  =   0.99960976
 GM0737!UTM  13      -   0.99969761  x   0.99962366  =   0.99932138
 GM0737
 GM0737:                Primary Azimuth Mark                     Grid Az
 GM0737:SPC NM E     -  RED RIVER PEAK                           006 05 06.7
 GM0737:UTM  13      -  RED RIVER PEAK                           005 41 10.8
 GM0737
 GM0737|---------------------------------------------------------------------|
 GM0737| PID    Reference Object                     Distance      Geod. Az  |
 GM0737|                                                           dddmmss.s |
 GM0737| GM0734 RED RIVER PEAK                      APPROX. 6.5 KM 0055848.2 |
 GM0737| GM0863 FIELD RM 1                           23.149 METERS 08641     |
 GM0737| GM0739 FIELD RM 3                           84.048 METERS 09113     |
 GM0737| CM8073 FIELD RM 3 RESET                     24.327 METERS 17622     |
 GM0737| GM0738 EL PASO PUEBLO AIRWAY BCN 42         25.027 METERS 17830     |
 GM0737| CM8072 FIELD AZ MK                                        2224015.6 |
 GM0737| GM0740 FIELD AZ MK 2                       317.412 METERS 23128     |
 GM0737|---------------------------------------------------------------------|
 GM0737
 GM0737                          SUPERSEDED SURVEY CONTROL
 GM0737
 GM0737  ELLIP H (12/21/93) 1927.41   (m)                       GP(       ) 4 1
 GM0737  NAD 83(1986)-  36 44 50.40082(N)    104 30 32.59833(W) AD(       ) 1
 GM0737  NAD 27      -  36 44 50.30100(N)    104 30 30.63700(W) AD(       ) 1
 GM0737  NGVD 29 (07/19/86) 1944.86   (m)         6380.8    (f) LEVELING    3  
 GM0737
 GM0737.Superseded values are not recommended for survey control.
 GM0737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0737.See file dsdata.txt to determine how the superseded data were derived.
 GM0737
 GM0737_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEA4382766956(NAD 83)
 GM0737_MARKER: DH = HORIZONTAL CONTROL DISK
 GM0737_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GM0737_SP_SET: SQUARE CONCRETE MONUMENT
 GM0737_STAMPING: FIELD 1945 1975
 GM0737_MARK LOGO: NGS   
 GM0737_MAGNETIC: N = NO MAGNETIC MATERIAL
 GM0737_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GM0737+STABILITY: SURFACE MOTION
 GM0737_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GM0737+SATELLITE: SATELLITE OBSERVATIONS - April 19, 1997
 GM0737
 GM0737  HISTORY     - Date     Condition        Report By
 GM0737  HISTORY     - 1975     MONUMENTED       NGS
 GM0737  HISTORY     - 1975     GOOD             CGS
 GM0737  HISTORY     - 1976     GOOD             NGS
 GM0737  HISTORY     - 1977     GOOD             NGS
 GM0737  HISTORY     - 19880517 GOOD             NGS
 GM0737  HISTORY     - 19891014 GOOD             AEROS
 GM0737  HISTORY     - 19910627 GOOD             NGS
 GM0737  HISTORY     - 19960103 GOOD             CHANCE
 GM0737  HISTORY     - 19970419 GOOD             NGS
 GM0737
 GM0737                          STATION DESCRIPTION
 GM0737
 GM0737'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 GM0737'STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED.  THE
 GM0737'AZIMUTH MARK MONUMENT WAS FOUND WITH THE TOP BROKEN OFF, DISK
 GM0737'NOT FOUND.  THE STATION MARK DISK HAD BEEN CUT INTO, TRIANGLE
 GM0737'STILL THERE AND STEM STILL SOLID IN CONCRETE.  REFERENCE MARK
 GM0737'NUMBER 1 WAS FOUND ABOUT 3 INCHES BELOW THE GROUND, SOLID BUT ARROW
 GM0737'IS POINTING TO LEFT OF STATION.
 GM0737'
 GM0737'A NEW STATION SURFACE MARK AND A NEW AZIMUTH MARK WERE SET AT
 GM0737'THIS TIME.
 GM0737'
 GM0737'STATION IS REACHED FROM INTERSTATE 25, EXIT 446 AND U.S.
 GM0737'HIGHWAY 64 WHICH IS ABOUT 3-1/2 MILES SOUTH OF RATON.  GO
 GM0737'SOUTHWESTERLY AND SOUTH ON HIGHWAY 64, TOWARD TAOS FOR 6.2 MILES
 GM0737'TO A GRAVELED ROAD ON LEFT LEADING INTO THE RATON MUNICIPAL
 GM0737'AIRPORT.  TURN LEFT AND GO EAST ON ROAD FOR 0.05 MILE TO ENTRANCE
 GM0737'GATE.  TURN RIGHT AND GO SOUTH ALONG THE EAST SIDE OF A
 GM0737'FENCELINE FOR ABOUT 170 FEET TO STATION MARK.
 GM0737'
 GM0737'AZIMUTH MARK IS REACHED FROM THE JUNCTION OF HIGHWAY 64 AND ROAD
 GM0737'LEADING INTO THE AIRPORT.  GO SOUTH ON HIGHWAY 64 FOR 0.2 MILE TO
 GM0737'MARK ON THE RIGHT, NEAR A POWERLINE POLE.
 GM0737'
 GM0737'STATION MARK DISK IS STAMPED FIELD 1945 1975, SET IN THE TOP OF A
 GM0737'SQUARE CONCRETE MONUMENT FLUSH WITH THE GROUND.  MARK IS 140 FEET
 GM0737'SOUTH OF THE SOUTHWEST CORNER OF A ROCK HOUSE USED FOR A WEATHER
 GM0737'BUREAU STATION, 171 FEET SOUTH OF AN EAST-WEST GRAVELED ROAD, 79
 GM0737'FEET WEST OF A NORTH-SOUTH GRAVELED ROAD, 15 FEET SOUTHEAST OF A
 GM0737'POWERLINE POLE, 9 FEET EAST OF A NORTH-SOUTH FENCELINE AND 2
 GM0737'FEET EAST OF A METAL WITNESS POST.
 GM0737'
 GM0737'REFERENCE MARK NUMBER 1 DISK IS STAMPED FIELD NO 1 1945, SET IN
 GM0737'THE TOP OF A SQUARE CONCRETE MONUMENT ABOUT 3 INCHES BELOW THE
 GM0737'GROUND.  MARK IS 72 FEET SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF
 GM0737'THE ROCK HOUSE, 36 FEET SOUTHWEST OF THE NORTH-SOUTH AND EAST-WEST
 GM0737'GRAVELED ROADS INTERSECTION, 60 FEET EAST OF THE NORTH-SOUTH
 GM0737'FENCELINE AND 15 FEET WEST OF THE NORTH-SOUTH FENCELINE.
 GM0737'
 GM0737'REFERENCE MARK NUMBER 2 DISK IS STAMPED FIELD NO 2 1945, SET IN
 GM0737'THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTING 5 INCHES.  MARK IS
 GM0737'54 FEET EAST OF THE NORTH-SOUTH FENCELINE, 51 FEET NORTH-NORTHEAST
 GM0737'OF A POWERLINE POLE WHICH HAS A TRANSFORMER AND METER ATTACHED
 GM0737'AND 27 FEET WEST OF THE NORTH-SOUTH GRAVELED ROAD.
 GM0737'
 GM0737'AZIMUTH MARK IS A REFERENCE MARK DISK, STAMPED FIELD 1945 AZ 2
 GM0737'1975, SET IN THE TOP OF A ROUND CONCRETE MONUMENT ABOUT 2 INCHES
 GM0737'BELOW THE GROUND SURFACE.  MARK IS 71 FEET WEST OF U.S. HIGHWAY
 GM0737'64, 8.5 FEET EAST OF A POWERLINE POLE, 2.8 FEET SOUTH OF A METAL
 GM0737'WITNESS POST WITH A METAL WITNESS SIGN ATTACHED AND 1.9 FEET EAST
 GM0737'OF A NORTH-SOUTH FENCELINE.
 GM0737'
 GM0737'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--9-1/2 MILES SW
 GM0737'OF RATON.
 GM0737
 GM0737                          STATION RECOVERY (1975)
 GM0737
 GM0737'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1975
 GM0737'RECOVERED IN GOOD CONDITION.
 GM0737
 GM0737                          STATION RECOVERY (1976)
 GM0737
 GM0737'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (JDS)
 GM0737'THE STATION MARK, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK 2 WERE
 GM0737'RECOVERED AND THE 1975 DESCRIPTION IS ADEQUATE FOR RECOVERY.
 GM0737'THE DIRECTIONS TO ALL MARKS CHECKED AND THE DISTANCE TO REFERENCE
 GM0737'MARK 2 ALSO CHECKED.  A DIFFERENCE IN DISTANCE TO REFERENCE MARK 1
 GM0737'OF 0.02 FOOT OR 0.006 METER WAS NOTED.  ALSO THE DISTANCE FROM
 GM0737'REFERENCE MARK 1 TO REFERENCE MARK 2 DIFFERED BY 0.20 FOOT OR
 GM0737'0.060 METER.
 GM0737'
 GM0737'A REFERENCE MARK NUMBER 3 WAS SET AT THIS TIME AND USED FOR
 GM0737'THE ANTENNA SITE FOR GEOCEIVER STATION 51047.
 GM0737'
 GM0737'REFERENCE MARK NUMBER 3 IS A STANDARD DISK STAMPED, FIELD 1945
 GM0737'1975 NO 3 1976, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE
 GM0737'MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS 170.5 FEET EAST OF
 GM0737'THE NORTHEAST CORNER OF A RED STONE BUILDING, 84.0 FEET SOUTHWEST
 GM0737'OF THE CENTER OF A NORTHWEST-SOUTHEAST GRAVELED ROAD, 69.0 FEET
 GM0737'NORTH OF THE CENTER OF AN EAST-WEST GRAVELED ROAD AND 6.0 FEET
 GM0737'SOUTHEAST OF THE CENTER OF A ROUND PILE OF CONCRETE ABOUT 3
 GM0737'FEET IN DIAMETER WHICH PROJECTS 4 INCHES.
 GM0737'
 GM0737'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--9-1/2 MILES
 GM0737'SW OF RATON.
 GM0737'
 GM0737'HEIGHT OF LIGHT ABOVE STATION MARK 4.5 FEET.
 GM0737
 GM0737                          STATION RECOVERY (1977)
 GM0737
 GM0737'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 GM0737'STATION MARK, REFERENCE MARK 1 AND THE AZIMUTH MARK WERE RECOVERED
 GM0737'AND ARE IN GOOD CONDITION.  REFERENCE MARK NUMBER 2 WAS FOUND BUT
 GM0737'HAD BEEN HIT AND DISK WAS OUT OF MONUMENT.  A NEW REFERENCE MARK,
 GM0737'NUMBER 3 WAS ESTABLISHED AT THIS TIME.  DISTANCE AND DIRECTIONS
 GM0737'CHECKED FAIRLY WELL.
 GM0737'
 GM0737'THE 1975 LOCATION AND ROUTE TO STATION IS ADEQUATE.
 GM0737'
 GM0737'STATION IS A STANDARD STATION MARK DISK, STAMPED FIELD 1945 1975,
 GM0737'SET IN THE TOP OF A SQUARE CONCRETE MONUMENT FLUSH WITH THE
 GM0737'GROUND.  MARK IS ABOUT 0.05 MILE EAST OF U.S. HIGHWAY 64, 84 FEET
 GM0737'SOUTH OF AN EAST-WEST AIRPORT GRAVELED ROAD, 81 FEET WEST OF A
 GM0737'NORTH-SOUTH GRAVELED ROAD, 18.2 FEET EAST-SOUTHEAST OF A
 GM0737'TELEPHONE LINE POLE, 12.9 FEET EAST OF A NORTH-SOUTH AIRPORT
 GM0737'FENCELINE AND 3.9 FEET EAST OF A METAL WITNESS POST.
 GM0737'
 GM0737'REFERENCE MARK 1 IS A STANDARD REFERENCE MARK DISK, STAMPED FIELD
 GM0737'NO 1 1945, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT FLUSH WITH
 GM0737'THE GROUND.  MARK IS 45 FEET SOUTHWEST OF AN AIRPORT GRAVELED
 GM0737'T-ROAD JUNCTION.
 GM0737'
 GM0737'REFERENCE MARK 3 IS A STANDARD REFERENCE MARK DISK, STAMPED FIELD
 GM0737'1945 1975 NO 3 1977, SET IN THE TOP OF A ROUND CONCRETE MONUMENT
 GM0737'PROJECTING ABOUT 3 INCHES.  MARK IS 30 FEET WEST OF THE NORTH-SOUTH
 GM0737'AIRPORT ROAD.
 GM0737'
 GM0737'AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK, STAMPED FIELD 1945
 GM0737'1975 AZ 2, SET IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH IS
 GM0737'ABOUT 1 INCH BELOW THE GROUND SURFACE.  MARK IS 75 FEET WEST OF
 GM0737'U.S. HIGHWAY 64, 10 FEET EAST OF A POWERLINE POLE, 2.5 FEET SOUTH
 GM0737'OF A METAL WITNESS POST AND 1.8 FEET EAST OF A NORTH-SOUTH
 GM0737'FENCELINE.
 GM0737
 GM0737                          STATION RECOVERY (1988)
 GM0737
 GM0737'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 GM0737'THE STATION IS LOCATED AT THE RATON MUNICIPAL AIRPORT.
 GM0737'OWNERSHIP--CITY OF RATON, C/O AIRPORT MANAGER, RICK POE, P.O. BOX
 GM0737'910, RATON, NEW MEXICO 87748.  TELEPHONE 505-445-3076.
 GM0737'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 25 AND
 GM0737'U.S. HIGHWAY 64 WEST, EXIT 446, ABOUT 6.4 KM (4.00 MI) SOUTH OF
 GM0737'RATON, GO SOUTHWEST ON HIGHWAY 64 FOR 4.21 KM (2.60 MI) TO A RAILROAD
 GM0737'OVERPASS, CONTINUE AHEAD FOR 5.78 KM (3.60 MI) TO THE AIRPORT
 GM0737'ENTRANCE ON THE LEFT, CONTINUE AHEAD FOR 0.07 KM (0.05 MI) TO A
 GM0737'GRAVEL ROAD LEFT, TURN LEFT, SOUTHEAST, FOR 53.34 M (175.0 FT) 3.9
 GM0737'FT) TO THE STATION ON THE RIGHT.
 GM0737'THE STATION IS A STANDARD NGS STATION DISK STAMPED---FIELD 1945
 GM0737'1975---, SET IN THE TOP OF A 30 CM SQUARE CONCRETE POST FLUSH WITH
 GM0737'THE GROUND, IN A LARGE OPEN AREA.  LOCATED 42.2 M (138.5 FT)
 GM0737'SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF A SMALL STONE BUILDING,
 GM0737'38.3 M (125.7 FT) NORTH OF A UTILITY POLE WITH A TRANSFORMER AND
 GM0737'METER BOX ATTACHED, 25.0 M (82.0 FT) NORTHWEST OF THE APPROXIMATE
 GM0737'CENTER OF A DIRT ROAD, 22.9 M (75.1 FT) SOUTHWEST OF A UTILITY POLE,
 GM0737'AND 0.8 M (2.6 FT) NORTHWEST OF A METAL WITNESS POST.
 GM0737'NEW MEXICO FAA, FEBRUARY 1988.
 GM0737'DESCRIBED BY STEPHEN E. RANDALL.
 GM0737
 GM0737                          STATION RECOVERY (1989)
 GM0737
 GM0737'RECOVERY NOTE BY AERO SERVICE CORPORATION 1989
 GM0737'STATION IS LOCATED 18.45 KM (11.46 MI) SOUTH OF THE TOWN OF RATON,AT
 GM0737'BELL INDUSTRIAL PARK.  OWNERSHIP-----STATE R.O.W.
 GM0737'TO REACH FROM THE JUNCTION OF INTERSTATE 25 AND US HIGHWAY 64 (EXIT
 GM0737'446),GO WEST FOR 10.4 KM (6.5 MI) ON US HIGHWAY 64 TO A PAVED ROAD ON
 GM0737'THE LEFT LEADING TO AIRPORT BEACON AND OFFICES, TURN LEFT AND GO 56 M
 GM0737'(183.7 FT) TO THE STATION ON THE LEFT.
 GM0737'STATION IS A STANDARD NGS DISK STAMPED--- FIELD 1945 1975 ---, SET IN
 GM0737'THE TOP OF A 30 CM SQUARE CONCRETE POST FLUSH WITH THE GROUND, IN A
 GM0737'LARGE OPEN AREA. IT IS LOCATED 5.24 M (17.19 FT) NORTHEAST FROM THE
 GM0737'INDUSTRIAL PARK SIGN, 4.05 M (13.29 FT) EAST FROM A WIRE R.O.W.
 GM0737'FENCE, 7.6 M (24.9 FT) NORTH FROM A WIRE R.O.W. FENCE, 0.80 M
 GM0737'(2.62 FT) EAST FROM A METAL WITNESS POST, 23 M (75.5 FT) NORTH FROM
 GM0737'THE CENTERLINE OF THE PAVED ACCESS ROAD, 56 M (183.7 FT) EAST FROM
 GM0737'THE CENTERLINE OF US HIGHWAY 64.
 GM0737
 GM0737                          STATION RECOVERY (1991)
 GM0737
 GM0737'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 GM0737'THE STATION IS LOCATED AT THE RATON MUNICIPAL AIRPORT. OWNERSHIP-CITY
 GM0737'OF RATON, C/O AIRPORT MANAGER, RICK POE, P.O. BOX 910, RATON, NEW
 GM0737'MEXICO 87748.  TELEPHONE IS 505-445-3076.
 GM0737'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 25 AND US
 GM0737'HIGHWAY 64 WEST (EXIT 446), ABOUT 6.4 KM (4.0 MI) SOUTH OF RATON, GO
 GM0737'SOUTHWEST ON HIGHWAY 64 FOR 4.2 KM (2.6 MI) TO A RAILROAD OVERPASS,
 GM0737'CONTINUE AHEAD FOR 5.95 KM (3.70 MI) TO THE AIRPORT ENTRANCE ON THE
 GM0737'LEFT, A PAVED ROAD, TURN LEFT SOUTHEAST FOR 53.3 M (174.9 FT) TO THE
 GM0737'STATION ON THE LEFT.
 GM0737'THE STATION IS SET IN THE TOP OF A 30 CM SQUARE CONCRETE POST FLUSH
 GM0737'WITH THE GROUND.  IT IS 42.2 M (138.5 FT) SOUTH-SOUTHWEST OF THE
 GM0737'SOUTHWEST CORNER OF A SMALL STONE BUILDING, 23.4 M (76.8 FT)
 GM0737'NORTHWEST OF THE CENTER OF THE ENTRANCE ROAD, 22.9 M (75.1 FT)
 GM0737'SOUTHWEST OF A UTILITY POLE, 4.8 M (15.7 FT) NORTHEAST OF A 5 X 12
 GM0737'FOOT WOOD SIGN, 4.1 M (13.5 FT) SOUTHEAST OF A FENCE AND 0.8 M
 GM0737'(2.6 FT) SOUTHEAST OF A METAL WITNESS POST.
 GM0737'DESCRIBED BY G.R.HEID
 GM0737
 GM0737                          STATION RECOVERY (1996)
 GM0737
 GM0737'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (KB)
 GM0737'RECOVERED AS DESCRIBED IN GOOD CONDITION. FOR ACCESS CONTACT -- CITY
 GM0737'OF RATON, RON MCDOWELL - AIRPORT MANAGER (PEGASUS AVIATION) , PHONE
 GM0737'(505) 445-3076 THE STATION IS DESIGNATED AS A PRIMARY AIRPORT CONTROL
 GM0737'STATION (PACS) - NEW MEXICO SURVEYS 1996
 GM0737
 GM0737                          STATION RECOVERY (1997)
 GM0737
 GM0737'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 GM0737'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0739 ***********************************************************************
 GM0739  DESIGNATION -  FIELD RM 3
 GM0739  PID         -  GM0739
 GM0739  STATE/COUNTY-  NM/COLFAX
 GM0739  USGS QUAD   -  KOEHLER (1971)
 GM0739
 GM0739                         *CURRENT SURVEY CONTROL
 GM0739  ___________________________________________________________________
 GM0739* NAD 83(1992)-  36 44 50.33707(N)    104 30 29.20887(W)     ADJUSTED  
 GM0739* NAVD 88     -      1943.6    (meters)    6377.     (feet)  GPS OBS   
 GM0739  ___________________________________________________________________
 GM0739  X           -  -1,282,237.248 (meters)                     COMP
 GM0739  Y           -  -4,955,148.741 (meters)                     COMP
 GM0739  Z           -   3,796,112.721 (meters)                     COMP
 GM0739  LAPLACE CORR-          -3.83  (seconds)                    DEFLEC99
 GM0739  ELLIP HEIGHT-        1925.15  (meters)          (11/13/01) GPS OBS
 GM0739  GEOID HEIGHT-         -18.43  (meters)                     GEOID03
 GM0739
 GM0739  HORZ ORDER  -  SECOND
 GM0739  ELLP ORDER  -  FOURTH    CLASS I
 GM0739
 GM0739.This mark is at Raton Mun/crews Fld Airport (RTN)
 GM0739
 GM0739.The horizontal coordinates were established by GPS observations
 GM0739.and adjusted by the National Geodetic Survey in September 1997..
 GM0739
 GM0739.The orthometric height was determined by GPS observations and a
 GM0739.high-resolution geoid model.
 GM0739
 GM0739.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GM0739
 GM0739.The Laplace correction was computed from DEFLEC99 derived deflections.
 GM0739
 GM0739.The ellipsoidal height was determined by GPS observations
 GM0739.and is referenced to NAD 83.
 GM0739
 GM0739.The geoid height was determined by GEOID03.
 GM0739
 GM0739;                    North         East     Units Scale Factor Converg.
 GM0739;SPC NM E     -   637,451.246   149,392.602   MT  0.99991209   -0 06 16.4
 GM0739;SPC NM E     - 2,091,371.30    490,132.23   sFT  0.99991209   -0 06 16.4
 GM0739;UTM  13      - 4,066,954.665   543,910.672   MT  0.99962375   +0 17 39.5
 GM0739
 GM0739!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GM0739!SPC NM E     -   0.99969797  x   0.99991209  =   0.99961008
 GM0739!UTM  13      -   0.99969797  x   0.99962375  =   0.99932183
 GM0739
 GM0739|---------------------------------------------------------------------|
 GM0739| PID    Reference Object                     Distance      Geod. Az  |
 GM0739|                                                           dddmmss.s |
 GM0739| GM0740 FIELD AZ MK 2                       385.797 METERS 23929     |
 GM0739| GM0738 EL PASO PUEBLO AIRWAY BCN 42         86.554 METERS 25426     |
 GM0739| GM0737 FIELD RESET                          84.048 METERS 27113     |
 GM0739| GM0863 FIELD RM 1                           61.042 METERS 27255     |
 GM0739|---------------------------------------------------------------------|
 GM0739
 GM0739                          SUPERSEDED SURVEY CONTROL
 GM0739
 GM0739  NAD 83(1992)-  36 44 50.33755(N)    104 30 29.20861(W) AD(       ) 2
 GM0739  NAD 83(1992)-  36 44 50.33756(N)    104 30 29.20861(W) AD(       ) 2
 GM0739  NAD 83(1986)-  36 44 50.34348(N)    104 30 29.20978(W) AD(       ) 2
 GM0739  NAD 27      -  36 44 50.24365(N)    104 30 27.24960(W) AD(       ) 2
 GM0739  NGVD 29 (07/19/86) 1942.61   (m)         6373.4    (f) LEVELING    3  
 GM0739
 GM0739.Superseded values are not recommended for survey control.
 GM0739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0739.See file dsdata.txt to determine how the superseded data were derived.
 GM0739
 GM0739_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEA4391166955(NAD 83)
 GM0739_MARKER: DR = REFERENCE MARK DISK
 GM0739_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GM0739_SP_SET: SQUARE CONCRETE MONUMENT
 GM0739_STAMPING: FIELD 1945 1975 NO 3 1976
 GM0739_MARK LOGO: NGS   
 GM0739_MAGNETIC: N = NO MAGNETIC MATERIAL
 GM0739_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GM0739+STABILITY: SURFACE MOTION
 GM0739_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GM0739+SATELLITE: SATELLITE OBSERVATIONS - April 19, 1997
 GM0739
 GM0739  HISTORY     - Date     Condition        Report By
 GM0739  HISTORY     - 1976     MONUMENTED       NGS
 GM0739  HISTORY     - 1976     GOOD             NGS
 GM0739  HISTORY     - 19761012 GOOD             NGS
 GM0739  HISTORY     - 1986     GOOD
 GM0739  HISTORY     - 19960619 GOOD             CHANCE
 GM0739  HISTORY     - 19970419 GOOD             NGS
 GM0739
 GM0739                          STATION DESCRIPTION
 GM0739
 GM0739'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JDS)
 GM0739'THE STATION IS LOCATED ABOUT 10-1/2 MILES SOUTH OF RATON, 2-1/2
 GM0739'MILES WEST OF INTERSTATE 25 AND ON THE RATON MUNICIPAL AIRPORT.
 GM0739'
 GM0739'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 25 AND
 GM0739'U. S. HIGHWAY 64, ABOUT 3-1/2 MILES SOUTH OF RATON, GO SOUTHWESTERLY
 GM0739'AND SOUTH ON U. S. HIGHWAY 64 FOR 6.2 MILES TO A RED STONE
 GM0739'BUILDING ON THE LEFT AND THE SECOND ENTRANCE TO THE RATON
 GM0739'MUNICIPAL AIRPORT.  TURN LEFT AND GO EAST ON THE ENTRANCE ROAD FOR
 GM0739'ABOUT 400 FEET TO THE MARK ON THE LEFT IN THE APPROXIMATE CENTER
 GM0739'OF THE Y FORMED BY THE TWO ENTRANCE ROADS TO THE AIRPORT.
 GM0739'
 GM0739'THE STATION IS A STANDARD REFERENCE MARK DISK, STAMPED FIELD 1945
 GM0739'1975 NO 3 1976, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 GM0739'THAT IS FLUSH WITH THE GROUND.  IT IS 170.5 FEET EAST OF THE
 GM0739'NORTHEAST CORNER OF THE RED STONE BUILDING, 84.0 FEET
 GM0739'SOUTHWEST OF THE CENTER OF A NORTHWEST-SOUTHEAST GRAVELED
 GM0739'ROAD, 69.0 FEET NORTH OF THE CENTER OF AN EAST-WEST GRAVELED
 GM0739'ROAD AND 6.0 FEET SOUTHEAST OF THE CENTER OF A ROUND PILE OF
 GM0739'CONCRETE ABOUT 3 FEET IN DIAMETER WHICH PROJECTS 4 INCHES.
 GM0739'
 GM0739'FIELD 1945 1975 IS A STANDARD STATION MARK DISK, STAMPED FIELD
 GM0739'1945 1975, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT THAT IS
 GM0739'FLUSH WITH THE GROUND.  IT IS 140.0 FEET SOUTH OF THE SOUTHWEST
 GM0739'CORNER OF THE RED STONE BUILDING, 80 FEET SOUTH OF THE CENTER OF
 GM0739'THE EAST-WEST GRAVELED ROAD, 18 FEET SOUTHEAST OF A TELEPHONE LINE
 GM0739'POLE, 13.5 FEET EAST OF A NORTH-SOUTH WIRE FENCE AND 2.8 FEET
 GM0739'SOUTHEAST OF A METAL WITNESS POST.
 GM0739'
 GM0739'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED FIELD NO 1 1945,
 GM0739'SET IN THE TOP OF A SQUARE CONCRETE MONUMENT 3 INCHES UNDERGROUND.
 GM0739'IT IS 37 FEET SOUTH OF THE CENTER OF AN EAST-WEST GRAVELED ROAD, 21
 GM0739'FEET WEST OF THE NORTH-SOUTH GRAVELED ROAD AND 18 FEET SOUTH OF A
 GM0739'10 BY 10 FOOT CONCRETE FOUNDATION.
 GM0739'
 GM0739'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED FIELD NO 2
 GM0739'1954, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTING
 GM0739'5 INCHES.  IT IS 58 FEET NORTHEAST OF A POWER LINE POLE WITH
 GM0739'A METER, 65 FEET EAST OF A NORTH-SOUTH WIRE FENCE AND 31 FEET WEST
 GM0739'OF THE NORTH-SOUTH GRAVELED ROAD.
 GM0739'
 GM0739'THE AZIMUTH MARK IS A REFERENCE MARK DISK, STAMPED FIELD 1945
 GM0739'AZ 2 1975, SET IN THE TOP OF A ROUND CONCRETE MONUMENT ABOUT 2
 GM0739'INCHES BELOW THE GROUND SURFACE.  IT IS 71 FEET WEST OF U.S. HIGHWAY
 GM0739'64, 8.5 FEET EAST OF A POWERLINE POLE, 2.8 FEET SOUTH OF A METAL
 GM0739'WITNESS POST AND 1.9 FEET EAST OF A NORTH-SOUTH FENCE LINE.
 GM0739'
 GM0739'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF THE AIRPORT ROAD
 GM0739'AND U.S. 64 GO SOUTH ON U.S. 64 FOR 0.2 MILE TO THE MARK ON THE
 GM0739'RIGHT.
 GM0739'
 GM0739'NEAREST TOWN--RATON.
 GM0739'
 GM0739'HEIGHT OF LIGHT ABOVE STATION MARK 1.38 METERS.
 GM0739
 GM0739                          STATION RECOVERY (1976)
 GM0739
 GM0739'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 GM0739'RECOVERED IN GOOD CONDITION.
 GM0739
 GM0739                          STATION RECOVERY (1976)
 GM0739
 GM0739'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 GM0739'6.2 MILES SOUTH ALONG U.S. HIGHWAY 64 FROM THE INTERSECTION OF U.S.
 GM0739'INTERSTATE HIGHWAY 25, 3.5 MILES SOUTH OF RATON, ABOUT 400 FEET EAST
 GM0739'OF U.S. HIGHWAY 64, AT RATON MUNICIPAL AIRPORT, IN THE CENTER OF A Y
 GM0739'FORMED BY TWO ENTRANCE ROADS TO THE AIRPORT, 170.5 FEET EAST OF THE
 GM0739'NORTHEAST CORNER OF A RED STONE BUILDING, 84 FEET SOUTHWEST OF THE
 GM0739'CENTERLINE OF THE NORTHWEST-SOUTHEAST GRAVEL ROAD, 69 FEET NORTH OF
 GM0739'THE CENTERLINE OF AN EAST-WEST GRAVEL ROAD, 6 FEET SOUTHEAST OF A
 GM0739'ROUND PILE OF CONCRETE, 3 FEET IN DIAMETER AND PROJECTING 4 INCHES,
 GM0739'284.15 FEET NORTHEAST OF FIELD RM 2, AND 200.27 FEET EAST OF FIELD RM
 GM0739'1.
 GM0739
 GM0739                          STATION RECOVERY (1986)
 GM0739
 GM0739'RECOVERED 1986
 GM0739'RECOVERED IN GOOD CONDITION.
 GM0739
 GM0739                          STATION RECOVERY (1996)
 GM0739
 GM0739'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (KAL)
 GM0739'RECOVERY NOTE BY CHANCE 1996 RECOVERED AS DESCRIBED AND IN GOOD
 GM0739'CONDITION.
 GM0739
 GM0739                          STATION RECOVERY (1997)
 GM0739
 GM0739'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 GM0739'THE STATION IS LOCATED APPROXIMATELY 11.5 KM (7.15 MI) SOUTH OF THE
 GM0739'CITY OF RATON, AT RATON MUNICIPAL/CREWS FIELD.  OWNERSHIP--CITY OF
 GM0739'RATON, RON MCDOWEL AIRPORT MANAGER, HCR 62, BOX 19, RATON, NM 87740.
 GM0739'THE PHONE NUMBER IS (505) 445-3076.  TO REACH THE STATION FROM THE
 GM0739'JUNCTION OF INTERSTATE HIGHWAY 25 AND U S HIGHWAY 64 (EXIT 446) GO
 GM0739'SOUTHWEST ON HIGHWAY 64 FOR 4.2 KM (2.60 MI) TO A RAILROAD OVERPASS,
 GM0739'CONTINUE SOUTHWEST ON THE HIGHWAY FOR 6.0 KM (3.70 MI) TO THE AIRPORT
 GM0739'ENTRANCE ROAD LEFT.  TURN LEFT AND GO SOUTHEAST ALONG THE ENTRANCE
 GM0739'ROAD TO THE STATION LEFT.  THE STATION IS LOCATED 84.0 M (275.6 FT)
 GM0739'EAST OF STATION FIELD RESET, 78.5 M (257.5 FT) NORTHEAST OF THE CENTER
 GM0739'OF THE ENTRANCE ROAD, 52.0 M (170.6 FT) SOUTHEAST OF THE NORTHEAST
 GM0739'CORNER OF A SMALL ROCK HOUSE, AND 6.0 M (19.7 FT) SOUTH-SOUTHEAST OF
 GM0739'THE CENTER OF A 3-FOOT DIAMETER CONCRETE MOUND PROJECTING 0.4-CM ABOVE
 GM0739'GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0926 ***********************************************************************
 DR0926  DESIGNATION -  FILL
 DR0926  PID         -  DR0926
 DR0926  STATE/COUNTY-  NM/CHAVES
 DR0926  USGS QUAD   -  ROUND MOUNTAIN (1967)
 DR0926
 DR0926                         *CURRENT SURVEY CONTROL
 DR0926  ___________________________________________________________________
 DR0926* NAD 83(1992)-  33 56 23.55508(N)    104 48 25.59963(W)     ADJUSTED  
 DR0926* NAVD 88     -      1429.0    (meters)    4688.     (feet)  VERTCON   
 DR0926  ___________________________________________________________________
 DR0926  LAPLACE CORR-          -3.28  (seconds)                    DEFLEC99
 DR0926  GEOID HEIGHT-         -22.98  (meters)                     GEOID03
 DR0926
 DR0926  HORZ ORDER  -  SECOND
 DR0926
 DR0926.The horizontal coordinates were established by classical geodetic methods
 DR0926.and adjusted by the National Geodetic Survey in December 1993..
 DR0926
 DR0926.The NAVD 88 height was computed by applying the VERTCON shift value to
 DR0926.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DR0926
 DR0926.The Laplace correction was computed from DEFLEC99 derived deflections.
 DR0926
 DR0926.The geoid height was determined by GEOID03.
 DR0926
 DR0926;                    North         East     Units Scale Factor Converg.
 DR0926;SPC NM E     -   326,089.563   121,203.130   MT  0.99993273   -0 15 52.3
 DR0926;SPC NM E     - 1,069,845.51    397,647.27   sFT  0.99993273   -0 15 52.3
 DR0926;SPC NM C     -   326,923.348   633,386.846   MT  1.00011927   +0 48 20.6
 DR0926;SPC NM C     - 1,072,581.02  2,078,036.68   sFT  1.00011927   +0 48 20.6
 DR0926;UTM  13      - 3,755,506.378   517,825.433   MT  0.99960392   +0 06 27.7
 DR0926
 DR0926!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR0926!SPC NM E     -   0.99977933  x   0.99993273  =   0.99971208
 DR0926!SPC NM C     -   0.99977933  x   1.00011927  =   0.99989857
 DR0926!UTM  13      -   0.99977933  x   0.99960392  =   0.99938334
 DR0926
 DR0926:                Primary Azimuth Mark                     Grid Az
 DR0926:SPC NM E     -  MESA                                     068 27 15.4
 DR0926:SPC NM C     -  MESA                                     067 23 02.5
 DR0926:UTM  13      -  MESA                                     068 04 55.4
 DR0926
 DR0926|---------------------------------------------------------------------|
 DR0926| PID    Reference Object                     Distance      Geod. Az  |
 DR0926|                                                           dddmmss.s |
 DR0926| DR0913 MESA                                APPROX.16.7 KM 0681123.1 |
 DR0926| CJ6345 FILL RM 1                            22.520 METERS 27145     |
 DR0926| CJ6346 FILL RM 2                            16.473 METERS 35802     |
 DR0926|---------------------------------------------------------------------|
 DR0926
 DR0926                          SUPERSEDED SURVEY CONTROL
 DR0926
 DR0926  NAD 83(1986)-  33 56 23.56055(N)    104 48 25.59766(W) AD(       ) 2
 DR0926  NAD 27      -  33 56 23.25637(N)    104 48 23.66704(W) AD(       ) 2
 DR0926  NGVD 29 (07/19/86) 1428.3    (m)         4686.     (f) VERT ANG       
 DR0926
 DR0926.Superseded values are not recommended for survey control.
 DR0926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0926.See file dsdata.txt to determine how the superseded data were derived.
 DR0926
 DR0926_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SET1782555506(NAD 83)
 DR0926_MARKER: DD = SURVEY DISK
 DR0926_SETTING: 66 = SET IN ROCK OUTCROP
 DR0926
 DR0926  HISTORY     - Date     Condition        Report By
 DR0926  HISTORY     - 1967     MONUMENTED       USGS
 DR0926
 DR0926                          STATION DESCRIPTION
 DR0926
 DR0926'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (WCN)
 DR0926'THE STATION IS LOCATED N 24 DEG W ABOUT 42 MI. (AIRLINE) FROM
 DR0926'ROSWELL, NEW MEXICO, N 83 DEG W ABOUT 12 MI. (AIRLINE) FROM
 DR0926'THE JUNCTION OF U.S. HIGHWAY 285 AND STATE HIGHWAY 20.  THE
 DR0926'STATION IS ON THE J.M. LEWIS RANCH, ON THE W END OF A PROMINENT
 DR0926'NW-SE RIDGE.  IT IS ON THE HIGHEST POINT, 5 FT. N OF A USGS
 DR0926'WITNESS SIGN MOUNTED ON A METAL POST.  THE STATION SITE CAN BE
 DR0926'LOCATED FROM THE ROSWELL (NI 13-8) 1--250,000 SERIES MAP.
 DR0926'
 DR0926'STATION MARK--A USGS BRONZE TABLET SET IN ROCK OUTCROP FLUSH
 DR0926'WITH THE GROUND, AND STAMPED FILL ET 1967.
 DR0926'
 DR0926'REFERENCE MARK NO. 1--A USGS BRONZE RM TABLET SET IN ROCK
 DR0926'OUTCROP FLUSH WITH THE GROUND AND STAMPED FILL ET RM NO. 1 1967.
 DR0926'
 DR0926'REFERENCE MARK NO. 2--A USGS BRONZE TABLET SET IN ROCK OUTCROP
 DR0926'FLUSH WITH GROUND AND STAMPED FILL ET RM NO. 2 1967.
 DR0926'
 DR0926'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND NO. 2 IS 88.67 FT.
 DR0926'(27.023 METERS) HORIZONTAL DISTANCE.
 DR0926'
 DR0926'MESA ET 1967 IS VISIBLE FROM THE GROUND, AT THIS STATION AND
 DR0926'WILL SERVE AS THE AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS1223 ***********************************************************************
 DS1223  DESIGNATION -  FINK
 DS1223  PID         -  DS1223
 DS1223  STATE/COUNTY-  NM/SIERRA
 DS1223  USGS QUAD   -  FAIRVIEW MOUNTAIN (1981)
 DS1223
 DS1223                         *CURRENT SURVEY CONTROL
 DS1223  ___________________________________________________________________
 DS1223* NAD 83(1992)-  33 28 27.45837(N)    106 36 45.56323(W)     ADJUSTED  
 DS1223* NAVD 88     -      1451.32   (+/-2cm)    4761.5    (feet)  VERTCON   
 DS1223  ___________________________________________________________________
 DS1223  LAPLACE CORR-           2.20  (seconds)                    DEFLEC99
 DS1223  GEOID HEIGHT-         -22.36  (meters)                     GEOID03
 DS1223
 DS1223  HORZ ORDER  -  FIRST
 DS1223  VERT ORDER  -  THIRD ? (See Below)
 DS1223
 DS1223.The horizontal coordinates were established by classical geodetic methods
 DS1223.and adjusted by the National Geodetic Survey in December 1993..
 DS1223
 DS1223.The NAVD 88 height was computed by applying the VERTCON shift value to
 DS1223.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DS1223.The vertical order pertains to the NGVD 29 superseded value.
 DS1223
 DS1223.The Laplace correction was computed from DEFLEC99 derived deflections.
 DS1223
 DS1223.The geoid height was determined by GEOID03.
 DS1223
 DS1223;                    North         East     Units Scale Factor Converg.
 DS1223;SPC NM W     -   275,020.847   943,455.849   MT  1.00007531   +0 40 24.1
 DS1223;SPC NM W     -   902,297.56  3,095,321.40   sFT  1.00007531   +0 40 24.1
 DS1223;UTM  13      - 3,705,032.531   350,155.732   MT  0.99987682   -0 53 22.7
 DS1223
 DS1223!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS1223!SPC NM W     -   0.99977571  x   1.00007531  =   0.99985101
 DS1223!UTM  13      -   0.99977571  x   0.99987682  =   0.99965256
 DS1223
 DS1223:                Primary Azimuth Mark                     Grid Az
 DS1223:SPC NM W     -  P 319                                    038 35 20.5
 DS1223:UTM  13      -  P 319                                    040 09 07.3
 DS1223
 DS1223|---------------------------------------------------------------------|
 DS1223| PID    Reference Object                     Distance      Geod. Az  |
 DS1223|                                                           dddmmss.s |
 DS1223| DS0571 P 319                                              0391544.6 |
 DS1223| CD2881 FINK RM 1                            13.635 METERS 08228     |
 DS1223| CD2882 FINK RM 2                            14.747 METERS 16747     |
 DS1223|---------------------------------------------------------------------|
 DS1223
 DS1223                          SUPERSEDED SURVEY CONTROL
 DS1223
 DS1223  NAD 83(1986)-  33 28 27.46547(N)    106 36 45.56599(W) AD(       ) 1
 DS1223  NAD 27      -  33 28 27.19468(N)    106 36 43.52040(W) AD(       ) 1
 DS1223  NGVD 29 (07/19/86) 1450.67   (m)         4759.4    (f) LEVELING    3  
 DS1223
 DS1223.Superseded values are not recommended for survey control.
 DS1223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS1223.See file dsdata.txt to determine how the superseded data were derived.
 DS1223
 DS1223_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT5015605033(NAD 83)
 DS1223_MARKER: DS = TRIANGULATION STATION DISK
 DS1223_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS1223_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DS1223
 DS1223  HISTORY     - Date     Condition        Report By
 DS1223  HISTORY     - 1968     MONUMENTED       CGS
 DS1223
 DS1223                          STATION DESCRIPTION
 DS1223
 DS1223'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JBJ)
 DS1223'THE STATION IS ABOUT 33 MILES NORTHWEST OF THREE RIVERS, 26 MILES
 DS1223'SOUTH OF THE STALLION RANGE CENTER, 1/4 MILE SOUTH OF THE
 DS1223'SOCORRO-SIERRA COUNTY LINE AND NEAR THE ABANDONED MARTIN RANCH
 DS1223'HEADQUARTERS.
 DS1223'
 DS1223'TO REACH THE STATION FROM THE POST OFFICE AT THREE RIVERS, GO NORTH
 DS1223'ON U. S. HIGHWAY 54 FOR 11.2 MILES TO A GRAVELED SIDE ROAD ON THE
 DS1223'LEFT AT OSCURO.  TURN LEFT AND GO WEST ON THE GRAVELED ROAD, ROUTE
 DS1223'12, FOR 6.1 MILES TO A LOCKED GATE.  PASS THROUGH THE GATE AND
 DS1223'CONTINUE WESTERLY ON ROUTE 12 FOR 16.8 MILES TO A FORK.  TAKE
 DS1223'THE RIGHT FORK AND GO NORTHWEST ON A BLADED ROAD FOR 0.1 MILE TO
 DS1223'THE JUNCTION OF ROUTE 7, A PAVED ROAD, CONTINUE AHEAD, NORTHWEST
 DS1223'ON ROUTE 7 FOR 6.8 MILES TO A GRAVELED CROSSROAD, ROUTE 13.  TURN
 DS1223'LEFT AND GO SOUTHWEST ON ROUTE 13 FOR 3.1 MILES TO A SIDE ROAD
 DS1223'RIGHT AND WHERE TELEPHONE LINES CROSS THE ROAD.  CONTINUE AHEAD,
 DS1223'SOUTHWEST ON ROUTE 13 FOR 0.9 MILES TO A SIDE ROAD RIGHT AT
 DS1223'ABANDONED RANCH BUILDINGS AND A WINDMILL.  TURN RIGHT,
 DS1223'PASSING TO THE SOUTH OF THE WINDMILL, AND GO WEST AND SOUTHWEST ON
 DS1223'A BLADED ROAD FOR 3.2 MILES TO A FORK AND OLD CORRALS ON THE
 DS1223'RIGHT.  TAKE THE LEFT FORK AND GO SOUTHWEST ON A BLADED ROAD
 DS1223'FOR 3.2 MILES TO BENCH MARK AND 319 ON THE RIGHT.  CONTINUE
 DS1223'SOUTHWEST ON THE BLADED ROAD FOR 1.0 MILE TO THE ABANDONED MARTIN
 DS1223'RANCH HEADQUARTERS BUILDINGS ON THE RIGHT.  CONTINUE SOUTHWEST ON
 DS1223'THE BLADED ROAD FOR 0.1 MILE TO WHERE THE ROAD CURVES TO THE RIGHT.
 DS1223'AT THIS POINT TURN LEFT AND GO SOUTH ACROSS GRASSLAND FOR 0.05 MILE
 DS1223'TO THE STATION.
 DS1223'
 DS1223'THE STATION MARK IS A STANDARD DISK, STAMPED FINK 1968, SET IN THE
 DS1223'TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT PROJECTS 4
 DS1223'INCHES ABOVE THE GROUND.  IT IS 3.6 FEET SOUTH-SOUTHWEST OF A
 DS1223'WITNESS POST.
 DS1223'
 DS1223'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED FINK NO 1 1968, SET IN
 DS1223'THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 DS1223'PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS 54 FEET EAST OF THE
 DS1223'WITNESS POST AND ABOUT THE SAME ELEVATION AS THE STATION.
 DS1223'
 DS1223'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED FINK NO 2 1968, SET IN
 DS1223'THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 DS1223'PROJECTS INCHES ABOVE THE GROUND.  IT IS 57.7 FEET SOUTHWEST OF THE
 DS1223'WITNESS POST AND ABOUT THE SAME ELEVATION AS THE STATION.
 DS1223'
 DS1223'BENCH MARK P 319 IS A STANDARD DISK, STAMPED P 319 1965, SET IN THE
 DS1223'TOP OF 10-INCH SQUARE CONCRETE POST THAT PROJECTS 3 INCHES ABOVE THE
 DS1223'GROUND.  IT IS 79.5 FEET NORTHWEST OF THE CENTERLINE OF THE BLADED
 DS1223'ROAD AND 2.4 FEET EAST OF A WITNESS POST.
 DS1223'
 DS1223'NOTE--THE UNDERGROUND MARK IS 46 INCHES BELOW THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1562 ***********************************************************************
 CX1562  DESIGNATION -  FIRE
 CX1562  PID         -  CX1562
 CX1562  STATE/COUNTY-  NM/OTERO
 CX1562  USGS QUAD   -  NEWMAN (1955)
 CX1562
 CX1562                         *CURRENT SURVEY CONTROL
 CX1562  ___________________________________________________________________
 CX1562* NAD 83(1992)-  32 06 47.60636(N)    106 21 34.92102(W)     ADJUSTED  
 CX1562* NAVD 88     -      1228.     (meters)    4029.     (feet)  SCALED    
 CX1562  ___________________________________________________________________
 CX1562  LAPLACE CORR-           1.15  (seconds)                    DEFLEC99
 CX1562  GEOID HEIGHT-         -23.85  (meters)                     GEOID03
 CX1562
 CX1562  HORZ ORDER  -  SECOND
 CX1562
 CX1562.The horizontal coordinates were established by classical geodetic methods
 CX1562.and adjusted by the National Geodetic Survey in December 1993..
 CX1562
 CX1562.The orthometric height was scaled from a topographic map.
 CX1562
 CX1562.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1562
 CX1562.The geoid height was determined by GEOID03.
 CX1562
 CX1562;                    North         East     Units Scale Factor Converg.
 CX1562;SPC NM C     -   123,426.195   489,647.867   MT  0.99990132   -0 03 29.9
 CX1562;SPC NM C     -   404,940.77  1,606,453.04   sFT  0.99990132   -0 03 29.9
 CX1562;SPC TX C     - 3,286,635.977   131,488.990   MT  1.00006985   -3 06 14.2
 CX1562;SPC TX C     -10,782,904.87    431,393.46   sFT  1.00006985   -3 06 14.2
 CX1562;UTM  13      - 3,553,795.063   371,721.840   MT  0.99980293   -0 43 22.5
 CX1562
 CX1562!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1562!SPC NM C     -   0.99981103  x   0.99990132  =   0.99971237
 CX1562!SPC TX C     -   0.99981103  x   1.00006985  =   0.99988086
 CX1562!UTM  13      -   0.99981103  x   0.99980293  =   0.99961399
 CX1562
 CX1562:                Primary Azimuth Mark                     Grid Az
 CX1562:SPC NM C     -  ALVERADO                                 077 56 00.0
 CX1562:SPC TX C     -  ALVERADO                                 080 58 44.3
 CX1562:UTM  13      -  ALVERADO                                 078 35 52.6
 CX1562
 CX1562|---------------------------------------------------------------------|
 CX1562| PID    Reference Object                     Distance      Geod. Az  |
 CX1562|                                                           dddmmss.s |
 CX1562| CX1550 ALVERADO                            APPROX.11.6 KM 0775230.1 |
 CX1562| CC7381 FIRE RM 1                            27.725 METERS 09350     |
 CX1562| CX1559 CAMP HUECO WATER TANK                80.646 METERS 16842     |
 CX1562| CC7382 FIRE RM 2                            23.097 METERS 21224     |
 CX1562| CX1576 HUECO                               APPROX. 3.2 KM 2955138.4 |
 CX1562|---------------------------------------------------------------------|
 CX1562
 CX1562                          SUPERSEDED SURVEY CONTROL
 CX1562
 CX1562  NAD 83(1986)-  32 06 47.61051(N)    106 21 34.91802(W) AD(       ) 2
 CX1562  NAD 27      -  32 06 47.25300(N)    106 21 32.96400(W) AD(       ) 2
 CX1562
 CX1562.Superseded values are not recommended for survey control.
 CX1562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1562.See file dsdata.txt to determine how the superseded data were derived.
 CX1562
 CX1562_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR7172253795(NAD 83)
 CX1562_MARKER: DD = SURVEY DISK
 CX1562_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX1562_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CX1562
 CX1562  HISTORY     - Date     Condition        Report By
 CX1562  HISTORY     - 1943     MONUMENTED       CGS
 CX1562  HISTORY     - 1954     GOOD             AMS
 CX1562
 CX1562                          STATION DESCRIPTION
 CX1562
 CX1562'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (EHB)
 CX1562'LOCATED ABOUT 7.5 MILES N AND 2.0 MILES W OF NEWMAN, 1 MILE
 CX1562'E OF THE OTERO-DONA ANA COUNTY LINE, ON ANTI-AIRCRAFT GUN
 CX1562'POSITIONS OF U.S. ARMY CAMP HUECO.  STATION IS 185 FEET N
 CX1562'OF THE MAIN ROAD, 40 FEET NW OF NW CORNER OF THE CONTROL TOWER
 CX1562'HOUSE.
 CX1562'
 CX1562'STATION MARK IS A BRONZE STATION DISK SET IN A 12-INCH CONCRETE
 CX1562'CYLINDER SET FLUSH WITH GROUND.  STAMPED FIRE 1943.
 CX1562'
 CX1562'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A 12-INCH
 CX1562'CONCRETE CYLINDER FLUSH WITH THE GROUND.  STAMPED FIRE NO 1
 CX1562'1943.
 CX1562'
 CX1562'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A 12-INCH
 CX1562'CONCRETE CYLINDER FLUSH WITH THE GROUND.  STAMPED FIRE NO 2
 CX1562'1943.
 CX1562'
 CX1562'STATION HUECO USED AS AN AZIMUTH MARK.
 CX1562'
 CX1562'TO REACH FROM THE POST OFFICE AT NEWMAN, GO N ON U.S. HIGHWAY
 CX1562'54 FOR 6.3 MILES TO ROAD W LEADING TO ARMY CAMP HUECO, TURN LEFT
 CX1562'ON THIS ROAD AND PROCEED FOR 5.7 MILES TO THE CAMP AND STATION.
 CX1562'
 CX1562'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 CX1562
 CX1562                          STATION RECOVERY (1954)
 CX1562
 CX1562'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1954
 CX1562'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION AND FLUSH
 CX1562'WITH THE GROUND.  CAMP HUECO HAS BEEN MOVED APPROXIMATELY
 CX1562'1/2 MILE E.  THE CONTROL TOWER AND WATER TANK HAVE BEEN TORN
 CX1562'DOWN.
 CX1562'
 CX1562'REFERENCE MARKS 1 AND 2 FOUND IN GOOD CONDITION.
 CX1562'
 CX1562'THE STATION IS 165 FEET S AT NE CORNER OF CONCRETE SLAB.
 CX1562'215 FEET SSE AT CENTERLINE ASPHALT ROAD.  AND 200 FEET SE AT
 CX1562'NW CORNER OF CONCRETE SLAB.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0947 ***********************************************************************
 FO0947  DESIGNATION -  FIRE CONTROL STA 17
 FO0947  PID         -  FO0947
 FO0947  STATE/COUNTY-  NM/SANDOVAL
 FO0947  USGS QUAD   -  SANTO DOMINGO PUEBLO (1993)
 FO0947
 FO0947                         *CURRENT SURVEY CONTROL
 FO0947  ___________________________________________________________________
 FO0947* NAD 83(1992)-  35 34 01.24349(N)    106 19 33.02262(W)     ADJUSTED  
 FO0947* NAVD 88     -      1684.     (meters)    5525.     (feet)  SCALED    
 FO0947  ___________________________________________________________________
 FO0947  LAPLACE CORR-           4.43  (seconds)                    DEFLEC99
 FO0947  GEOID HEIGHT-         -20.39  (meters)                     GEOID03
 FO0947
 FO0947  HORZ ORDER  -  SECOND
 FO0947
 FO0947.The horizontal coordinates were established by classical geodetic methods
 FO0947.and adjusted by the National Geodetic Survey in December 1993..
 FO0947
 FO0947.The orthometric height was scaled from a topographic map.
 FO0947
 FO0947.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO0947
 FO0947.The geoid height was determined by GEOID03.
 FO0947
 FO0947;                    North         East     Units Scale Factor Converg.
 FO0947;SPC NM C     -   506,478.169   493,125.524   MT  0.99990058   -0 02 38.8
 FO0947;SPC NM C     - 1,661,670.46  1,617,862.66   sFT  0.99990058   -0 02 38.8
 FO0947;UTM  13      - 3,936,734.158   379,851.948   MT  0.99977789   -0 46 16.6
 FO0947
 FO0947!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO0947!SPC NM C     -   0.99973896  x   0.99990058  =   0.99963957
 FO0947!UTM  13      -   0.99973896  x   0.99977789  =   0.99951691
 FO0947
 FO0947                          SUPERSEDED SURVEY CONTROL
 FO0947
 FO0947  NAD 83(1986)-  35 34 01.24842(N)    106 19 33.02627(W) AD(       ) 2
 FO0947  NAD 27      -  35 34 01.13340(N)    106 19 30.93210(W) AD(       ) 2
 FO0947
 FO0947.Superseded values are not recommended for survey control.
 FO0947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0947.See file dsdata.txt to determine how the superseded data were derived.
 FO0947
 FO0947_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV7985236734(NAD 83)
 FO0947_MARKER: DD = SURVEY DISK
 FO0947_SETTING: 80 = SET IN A BOULDER
 FO0947_SP_SET: SET IN DRILL HOLE IN A BOULDER
 FO0947_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO0947+STABILITY: SURFACE MOTION
 FO0947
 FO0947  HISTORY     - Date     Condition        Report By
 FO0947  HISTORY     - 1945     MONUMENTED       USFS
 FO0947  HISTORY     - 1955     GOOD             CGS
 FO0947  HISTORY     - 1962     GOOD             THOMAS
 FO0947
 FO0947                          STATION DESCRIPTION
 FO0947
 FO0947'DESCRIBED BY US FOREST SERVICE 1945
 FO0947'STATION PENA BLANCA IS ON A SMALL, ROUND, FLAT-TOPPED MESA WHERE
 FO0947'THE LARGER MESA BREAKS OFF INTO THE RIO GRANDE VALLEY.  BY
 FO0947'AIRLINE DISTANCES, ABOUT 1/2 MILE ESE OF THE TOWN OF PENA
 FO0947'BLANCA, 1 MILE E OF THE RIO GRANDE, AND 24 MILES WSW OF SANTA FE.
 FO0947'
 FO0947'TO REACH STATION PENA BLANCA FROM THE PLAZA IN SANTA FE, FOLLOW U.S.
 FO0947'HIGHWAY 85 TOWARD ALBUQUERQUE 22-1/2 MILES TO A GRADED ROAD
 FO0947'RIGHT AT A SIGN COCHITI, JUST BEFORE THE HIGHWAY GOES UP OVER
 FO0947'THE VIADUCT ACROSS THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 FO0947'TRACKS.  TURN RIGHT ON THE GRADED ROAD 3.1 MILES TO A CROSS
 FO0947'ROAD AND POWER LINE.  KEEP STRAIGHT AHEAD ON THE COCHITO
 FO0947'ROAD 2.8 MILES TO A CATTLE GUARD.  THE AZIMUTH MARK IS IN THE
 FO0947'FOUNDATION OF THIS CATTLE GUARD.  TURN LEFT ON A DIM TRACK
 FO0947'ROAD BEFORE CROSSING THE CATTLE GUARD, TOWARD THE SMALL ROUND
 FO0947'MESA, 0.7 MILE TO THE BASE OF THE MESA.  PACK UP TO THE TOP
 FO0947'AND THE STATION.  ABOUT A 5-MINUTE PACK.
 FO0947'
 FO0947'THE U.S. DEPARTMENT OF AGRICULTURE FOREST SERVICE MARK IS
 FO0947'STAMPED FIRE CONTROL STA. NO 17 AUG 25 1938 AND IS SET IN
 FO0947'A DEPRESSION IN A BOULDER ABOUT 1-1/2 INCHES BELOW THE SURFACE.
 FO0947'THE BOULDER PROJECTS ABOUT 3 FEET AND IS NNW OF THE STATION
 FO0947'ON ABOUT THE SAME LEVEL.
 FO0947
 FO0947                          STATION RECOVERY (1955)
 FO0947
 FO0947'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (WRH)
 FO0947'THE STATION IS LOCATED ABOUT 1 MILE EAST OF THE VILLAGE OF
 FO0947'PENA BLANCA, NEAR THE WEST EDGE OF A SMALL ROCKY HILL.
 FO0947'
 FO0947'THE MARK IS A STANDARD U.S. FOREST SERVICE DISK STAMPED
 FO0947'FIRE CONTROL STA NO 17 AUG 25 1938, CEMENTED IN A DRILL HOLE
 FO0947'IN A LARGE BOULDER THAT PROJECTS ABOUT 3 FEET.  IT IS 17.207
 FO0947'FEET, 5.246 METERS NORTH NORTHWEST OF TRIANGULATION STATION
 FO0947'PENA BLANCA.  THE CENTER OF THE MARK WAS INTERSECTED.
 FO0947
 FO0947                          STATION RECOVERY (1962)
 FO0947
 FO0947'RECOVERY NOTE BY THOMAS ENG AND SURV 1962
 FO0947'STATION FOUND UNDISTURBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CF0301 ***********************************************************************
 CF0301  HT_MOD      -  This is a Height Modernization Survey Station.
 CF0301  FBN         -  This is a Federal Base Network Control Station.
 CF0301  DESIGNATION -  FIREPLACE
 CF0301  PID         -  CF0301
 CF0301  STATE/COUNTY-  NM/HIDALGO
 CF0301  USGS QUAD   -  HORSE MOUNTAIN (1982)
 CF0301
 CF0301                         *CURRENT SURVEY CONTROL
 CF0301  ___________________________________________________________________
 CF0301* NAD 83(1992)-  31 32 46.20630(N)    108 30 54.41196(W)     ADJUSTED  
 CF0301* NAVD 88     -      1355.28   (meters)    4446.4    (feet)  GPS OBS   
 CF0301  ___________________________________________________________________
 CF0301  X           -  -1,728,034.408 (meters)                     COMP
 CF0301  Y           -  -5,160,026.410 (meters)                     COMP
 CF0301  Z           -   3,318,346.273 (meters)                     COMP
 CF0301  LAPLACE CORR-           0.72  (seconds)                    DEFLEC99
 CF0301  ELLIP HEIGHT-        1329.54  (meters)          (05/26/00) GPS OBS
 CF0301  GEOID HEIGHT-         -25.69  (meters)                     GEOID03
 CF0301
 CF0301  HORZ ORDER  -  B
 CF0301  ELLP ORDER  -  SECOND    CLASS I
 CF0301
 CF0301.The horizontal coordinates were established by GPS observations
 CF0301.and adjusted by the National Geodetic Survey in September 1992..
 CF0301
 CF0301.The orthometric height was determined by GPS observations and a
 CF0301.high-resolution geoid model using precise GPS observation and
 CF0301.processing techniques.
 CF0301
 CF0301.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CF0301
 CF0301.The Laplace correction was computed from DEFLEC99 derived deflections.
 CF0301
 CF0301.The ellipsoidal height was determined by GPS observations
 CF0301.and is referenced to NAD 83.
 CF0301
 CF0301.The geoid height was determined by GEOID03.
 CF0301
 CF0301;                    North         East     Units Scale Factor Converg.
 CF0301;SPC NM W     -    60,752.435   765,265.759   MT  0.99996833   -0 21 24.2
 CF0301;SPC NM W     -   199,318.61  2,510,709.41   sFT  0.99996833   -0 21 24.2
 CF0301;UTM  12      - 3,492,810.961   735,893.157   MT  1.00028637   +1 18 02.4
 CF0301
 CF0301!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CF0301!SPC NM W     -   0.99979127  x   0.99996833  =   0.99975961
 CF0301!UTM  12      -   0.99979127  x   1.00028637  =   1.00007758
 CF0301
 CF0301:                Primary Azimuth Mark                     Grid Az
 CF0301:SPC NM W     -  FIREPLACE AZ MK                          045 17 44.3
 CF0301:UTM  12      -  FIREPLACE AZ MK                          043 38 17.7
 CF0301
 CF0301|---------------------------------------------------------------------|
 CF0301| PID    Reference Object                     Distance      Geod. Az  |
 CF0301|                                                           dddmmss.s |
 CF0301| CC7383 FIREPLACE AZ MK                                    0445620.1 |
 CF0301| CC7464 T32S R17W SEC 1 SE COR                             18434     |
 CF0301| CC7384 T32S R16W SEC 6 SW COR               12.999 METERS 29019     |
 CF0301|---------------------------------------------------------------------|
 CF0301
 CF0301                          SUPERSEDED SURVEY CONTROL
 CF0301
 CF0301  NAD 83(1986)-  31 32 46.21223(N)    108 30 54.40608(W) AD(       ) B
 CF0301  ELLIP H (09/30/92) 1329.59   (m)                       GP(       ) 2 1
 CF0301  NAD 83(1986)-  31 32 46.21223(N)    108 30 54.40608(W) AD(       ) 1
 CF0301  NAD 27      -  31 32 45.83800(N)    108 30 52.25600(W) AD(       ) 1
 CF0301
 CF0301.Superseded values are not recommended for survey control.
 CF0301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0301.See file dsdata.txt to determine how the superseded data were derived.
 CF0301
 CF0301_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RYV3589392811(NAD 83)
 CF0301_MARKER: DS = TRIANGULATION STATION DISK
 CF0301_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CF0301_SP_SET: CONCRETE POST
 CF0301_STAMPING: FIREPLACE 1938
 CF0301_MARK LOGO: CGS   
 CF0301_PROJECTION: PROJECTING 9 CENTIMETERS
 CF0301_MAGNETIC: N = NO MAGNETIC MATERIAL
 CF0301_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CF0301+STABILITY: SURFACE MOTION
 CF0301_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CF0301+SATELLITE: SATELLITE OBSERVATIONS - October 30, 2003
 CF0301
 CF0301  HISTORY     - Date     Condition        Report By
 CF0301  HISTORY     - 1938     MONUMENTED       CGS
 CF0301  HISTORY     - 1938     GOOD             CGS
 CF0301  HISTORY     - 1968     GOOD             USE
 CF0301  HISTORY     - 19920212 GOOD             NGS
 CF0301  HISTORY     - 19981214 GOOD             NGS
 CF0301  HISTORY     - 20031030 GOOD             AZ-003
 CF0301
 CF0301                          STATION DESCRIPTION
 CF0301
 CF0301'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 CF0301'STATION IS LOCATED IN THE NW CORNER OF SEC. 7, R 16 W, T 32 S.
 CF0301'IT IS ON THE E SIDE OF THE MAIN ROAD THROUGH THE MIDDLE
 CF0301'OF PLAYAS VALLEY, THE MAIN ROAD BETWEEN CLOVERDALE AND HACHITA.
 CF0301'IT IS 53 FEET E OF THE ROAD, ON THE INSIDE OF THE CURVE OF
 CF0301'THE ROAD 0.15 MILE N OF, AND ON THE OPPOSITE SIDE OF THE
 CF0301'ROAD FROM AN OLD ADOBE FIREPLACE, AND A SECTION OF ADOBE
 CF0301'WALL.  IT IS ABOUT 26 MILES ENE OF CLOVERDALE AND ABOUT
 CF0301'35 MILES SW OF HACHITA.
 CF0301'
 CF0301'SURFACE, UNDERGROUND AND AZIMUTH MARKS ARE STANDARD BRONZE
 CF0301'DISKS SET IN CONCRETE.
 CF0301'
 CF0301'STATION IS REACHED FROM CLOVERDALE BY GOING E AND SE ON THE
 CF0301'MAIN GRADED ROAD OVER THE SAN LUIS PASS, 27.8 MILES TO THE
 CF0301'HIGH LONESOME WELLS.  CONTINUE N ON THE MAIN GRADED ROAD
 CF0301'9.7 MILES TO A POINT WHERE THE ROAD CURVES TO THE RIGHT,
 CF0301'0.15 MILE N OF THE ADOBE FIREPLACE ON THE LEFT.  THE STATION
 CF0301'IS ON THE RIGHT OF THE ROAD.
 CF0301'
 CF0301'AZIMUTH MARK IS LOCATED 0.45 MILE NE OF THE STATION ON THE
 CF0301'RIGHT OF THE ROAD, 25 FEET SE OF THE CENTER LINE OF THE
 CF0301'ROAD.
 CF0301'
 CF0301'STATION IS 33.5 MILES BY ROAD S OF HACHITA.
 CF0301'
 CF0301'REFERENCE MARK NO. 1 IS A G.L.O. PIPE AND IS STAMPED THUS--
 CF0301'T8 2S R 17 W SR CO S 12 S6 1913.  REFERENCE MARK NO. 2 IS A
 CF0301'G.L.O. PIPE AND IS STAMPED THUS--T 32 S, R 16 W, S6, R 17 W,
 CF0301'S1, S7, 1913.
 CF0301
 CF0301                          STATION RECOVERY (1938)
 CF0301
 CF0301'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938
 CF0301'RECOVERED IN GOOD CONDITION.
 CF0301
 CF0301                          STATION RECOVERY (1968)
 CF0301
 CF0301'RECOVERY NOTE BY US ENGINEERS 1968
 CF0301'MARK IS LOCATED APPROXIMATELY 28.0 AIRMILES (SSW) OF HACHITA,
 CF0301'NEW MEXICO.  26.0 AIRMILES (ENE) OF CLOVERDALE, NEW MEXICO.
 CF0301'
 CF0301'TO REACH MARK FROM POST OFFICE IN HACHITA, NEW MEXICO, GO
 CF0301'(ENE) FOR 0.1 MILE TO JUNCTION WITH STATE HWY 81.  TURN RIGHT
 CF0301'(SSE) ON HWY 81 (GRAVEL ROAD) AND GO 30.2 MILE TO WHERE
 CF0301'ROAD CURVES LEFT AND A DIRT ROAD RIGHT AND SIGN LAZY T-RANCH.
 CF0301'MARK IS LOCATED 136 M (N) OF DIRT ROAD INTERSECTION.
 CF0301'
 CF0301'STATION IS MARKED BY A USC AND GS BRONZE DISK SET IN A 0.28 M SQUARE
 CF0301'MONUMENT PROTRUDING 0.09 M ABOVE GROUND.  STAMPED FIREPLACE
 CF0301'1938.
 CF0301'
 CF0301'R.M. 1 WAS DESTROYED.  PHYSICAL EVIDENCE OF BRONZE DISK AND
 CF0301'PIPE WERE FOUND.
 CF0301'
 CF0301'R.M. 2 IS A G.L.O. BRONZE DISK SET IN A 0.07 M PIPE PROTRUDING
 CF0301'0.47 M ABOVE GROUND.  STAMPED T32S R16W S1 S6 S7 4445 1913.
 CF0301'IT IS LOCATED 13.0 M (WNW) OF MARK ON A MAG. AZ. OF 291 DEG
 CF0301'AND A DE OF +0.18 M.
 CF0301'
 CF0301'AZIMUTH MARK WAS SEARCHED FOR BUT NOT RECOVERED.
 CF0301'
 CF0301'CONDITION OF EXISTING MARKS IS EXCELLENT.
 CF0301'
 CF0301'VIEW IS EXCELLENT IN ALL DIRECTIONS.
 CF0301
 CF0301                          STATION RECOVERY (1992)
 CF0301
 CF0301'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CF0301'THE STATION IS LOCATED ABOUT 45 KM (28.0 MI) SOUTH-SOUTHWEST OF
 CF0301'HACHITA, 41.8 KM (26.0 MI) EAST-NORTHEAST OF CLOVERDALE, 0.55 KM
 CF0301'(0.34 MI) SOUTH OF MILEPOST 16 OF STATE HIGHWAY 81 AND IN THE
 CF0301'NORTHWEST CORNER OF SECTION 7, R16W, T32S.
 CF0301'TO REACH THE STATION FROM THE EASTERN JUNCTION OF STATE HIGHWAYS 81
 CF0301'AND 9 IN HACHITA, GO SOUTH-SOUTHEAST ON HIGHWAY 81 FOR 48.5 KM
 CF0301'(30.1 MI) TO A CURVE LEFT AND DIRT ROAD RIGHT WITH SIGN -LAZY T
 CF0301'RANCH-.  THE STATION IS 136 M (446.2 FT) NORTH OF THE DIRT ROAD
 CF0301'JUNCTION.
 CF0301'THE STATION IS A STANDARD DISK SET IN THE TOP OF A 28-CM SQUARE
 CF0301'CONCRETE POST PROJECTING 9-CM ABOVE THE GROUND.  LOCATED ON THE
 CF0301'OUTSIDE CURVE OF THE ROAD 16.15 M (52.99 FT) WEST OF THE CENTER OF
 CF0301'THE ROAD.
 CF0301
 CF0301                          STATION RECOVERY (1998)
 CF0301
 CF0301'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (WAS)
 CF0301'THE STATION IS LOCATED ABOUT 28 MI (45.1 KM) SOUTH-SOUTHWEST OF
 CF0301'HACHITA, 26 MI (41.8 KM) EAST-NORTHEAST OF CLOVERDALE, ON THE EDGE OF
 CF0301'RANGELAND.  OWNERSHIP--LEASED BY WILLIAM HURT, BOX 81, HACHITA NM
 CF0301'88040, TELEPHONE 505-436-2580.  CALL PRIOR TO STATION OCCUPATION.  TO
 CF0301'REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS 9 AND 81 IN
 CF0301'HACHITA, GO SOUTH ON HIGHWAY 81 FOR 29.75 TO A UTILITY LINE CROSSING
 CF0301'THE HIGHWAY AND THE STATION ON THE RIGHT, 0.35 MI (0.56 KM) SOUTH OF
 CF0301'MILEPOST 16 AND 0.1 MI (0.2 KM) BEFORE REACHING A DIRT ROAD ON THE
 CF0301'RIGHT LEADING TO THE LAZY T RANCH.  THE STATION IS SET IN THE TOP OF A
 CF0301'0.28 M (0.92 FT) DIAMETER ROUND CONCRETE POST THAT PROJECTS 0.09 M
 CF0301'(0.30 FT) ABOVE GROUND.  LOCATED 2.45 M (8.04 FT) WEST OF A FENCE,
 CF0301'32.5 M (106.6 FT) WEST OF THE CENTERLINE OF THE HIGHWAY, ABOUT 54 M
 CF0301'(177.2 FT) NORTH-NORTHEAST OF AN OVERHEAD EAST-WEST UTILITY LINE AND
 CF0301'2.45 M (8.04 FT) WEST OF A FIBERGLASS WITNESS POST SET ALONG THE FENCE
 CF0301'LINE.
 CF0301
 CF0301                          STATION RECOVERY (2003)
 CF0301
 CF0301'RECOVERY NOTE BY COCHISE COUNTY ARIZONA 2003 (DLS)
 CF0301'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1497 ***********************************************************************
 CX1497  DESIGNATION -  FISK
 CX1497  PID         -  CX1497
 CX1497  STATE/COUNTY-  NM/OTERO
 CX1497  USGS QUAD   -  LAKE LUCERO SE (1982)
 CX1497
 CX1497                         *CURRENT SURVEY CONTROL
 CX1497  ___________________________________________________________________
 CX1497* NAD 83(1992)-  32 30 49.19810(N)    106 20 06.13111(W)     ADJUSTED  
 CX1497* NAVD 88     -      1214.39   (+/-2cm)    3984.2    (feet)  VERTCON   
 CX1497  ___________________________________________________________________
 CX1497  LAPLACE CORR-           0.40  (seconds)                    DEFLEC99
 CX1497  GEOID HEIGHT-         -23.57  (meters)                     GEOID03
 CX1497
 CX1497  HORZ ORDER  -  FIRST
 CX1497  VERT ORDER  -  THIRD ? (See Below)
 CX1497
 CX1497.The horizontal coordinates were established by classical geodetic methods
 CX1497.and adjusted by the National Geodetic Survey in December 1993..
 CX1497
 CX1497.The NAVD 88 height was computed by applying the VERTCON shift value to
 CX1497.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CX1497.The vertical order pertains to the NGVD 29 superseded value.
 CX1497
 CX1497.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1497
 CX1497.The geoid height was determined by GEOID03.
 CX1497
 CX1497;                    North         East     Units Scale Factor Converg.
 CX1497;SPC NM C     -   167,825.628   492,010.559   MT  0.99990079   -0 02 44.5
 CX1497;SPC NM C     -   550,607.91  1,614,204.64   sFT  0.99990079   -0 02 44.5
 CX1497;UTM  13      - 3,598,159.365   374,601.928   MT  0.99979390   -0 43 03.6
 CX1497
 CX1497!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1497!SPC NM C     -   0.99981307  x   0.99990079  =   0.99971388
 CX1497!UTM  13      -   0.99981307  x   0.99979390  =   0.99960701
 CX1497
 CX1497:                Primary Azimuth Mark                     Grid Az
 CX1497:SPC NM C     -  SEUS 500 FOOT TOWER                      172 35 42.5
 CX1497:UTM  13      -  SEUS 500 FOOT TOWER                      173 16 01.6
 CX1497
 CX1497|---------------------------------------------------------------------|
 CX1497| PID    Reference Object                     Distance      Geod. Az  |
 CX1497|                                                           dddmmss.s |
 CX1497| CX1630 SEUS 500 FOOT TOWER                 APPROX.10.8 KM 1723258.0 |
 CX1497| CX1618 BRUNO                               APPROX. 1.9 KM 1914344.8 |
 CX1497| CC7388 FISK RM 1                            14.135 METERS 27441     |
 CX1497| CC7389 FISK RM 2                            13.581 METERS 35022     |
 CX1497|---------------------------------------------------------------------|
 CX1497
 CX1497                          SUPERSEDED SURVEY CONTROL
 CX1497
 CX1497  NAD 83(1986)-  32 30 49.20450(N)    106 20 06.13075(W) AD(       ) 1
 CX1497  NAD 27      -  32 30 48.88029(N)    106 20 04.15921(W) AD(       ) 1
 CX1497  NGVD 29 (07/19/86) 1213.80   (m)         3982.3    (f) LEVELING    3  
 CX1497
 CX1497.Superseded values are not recommended for survey control.
 CX1497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1497.See file dsdata.txt to determine how the superseded data were derived.
 CX1497
 CX1497_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR7460298159(NAD 83)
 CX1497_MARKER: DS = TRIANGULATION STATION DISK
 CX1497_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX1497_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CX1497
 CX1497  HISTORY     - Date     Condition        Report By
 CX1497  HISTORY     - 1967     MONUMENTED       CGS
 CX1497
 CX1497                          STATION DESCRIPTION
 CX1497
 CX1497'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (JBJ)
 CX1497'THE STATION IS ABOUT 12 MILES NORTHEAST OF MISSILE RANGE
 CX1497'HEADQUARTERS, 2 MILES SOUTHEAST OF U. S. HIGHWAY 70 AND LOCATED ON
 CX1497'THE CREST OF A SMALL RIDGE.
 CX1497'
 CX1497'TO REACH THE STATION FROM THE HEADQUARTERS BUILDING, GO NORTH ON
 CX1497'HEADQUARTERS AVENUE, PASSING THROUGH A CHECK POINT, FOR 4.0 MILES TO
 CX1497'U. S. HIGHWAY 70.  TURN RIGHT AND GO NORTHEAST ON U. S. HIGHWAY 70
 CX1497'FOR 4.25 MILES TO ROUTE 7 ON THE LEFT.  CONTINUE NORTHEAST ON U.
 CX1497'S.  HIGHWAY 70 FOR 5.1 MILES TO A SIDE ROAD RIGHT AND SIGNS
 CX1497'LACROSSE FIELD STATION LASS STATION G-150.  TURN RIGHT, PASSING
 CX1497'THROUGH A GATE AND GO SOUTHEAST ON A GRAVELED ROAD FOR 0.5 MILE
 CX1497'TO A SIDE ROAD RIGHT.  CONTINUE SOUTHEAST ON THE GRAVELED ROAD FOR
 CX1497'1.1 MILES TO WHERE THE MAIN ROAD TURNS LEFT AND A TRACK ROAD IS ON
 CX1497'THE RIGHT.  TURN RIGHT AND GO SOUTHEAST ON THE TRACK ROAD FOR 0.7
 CX1497'MILE TO THE STATION ON THE RIGHT.
 CX1497'
 CX1497'THE STATION MARK IS A STANDARD DISK, STAMPED FISK 1967, SET IN TOP OF
 CX1497'A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT PROJECTS 3 INCHES
 CX1497'ABOVE THE GROUND.  IT IS 40 FEET WEST OF THE TRACK ROAD, 4.6 FEET
 CX1497'WEST OF THE WITNESS POST.  THE UNDERGROUND MARK IS 52 INCHES BELOW
 CX1497'THE GROUND SURFACE.
 CX1497'
 CX1497'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED FISK NO 1 1967, SET IN
 CX1497'TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT PROJECTS
 CX1497'3 INCHES ABOVE THE GROUND.  IT IS 88 FEET WEST OF THE CENTERLINE OF
 CX1497'THE TRACK ROAD, 51 FEET WEST OF THE WITNESS POST AND IS ABOUT THE
 CX1497'SAME ELEVATION AS THE STATION.
 CX1497'
 CX1497'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED FISK NO 2 1967, SET IN
 CX1497'TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT PROJECTS 6
 CX1497'INCHES ABOVE THE GROUND.  IT IS 46.4 FEET NORTHWEST OF THE WITNESS
 CX1497'POST, 44 FEET WEST OF THE CENTERLINE OF A TRACK ROAD AND IS ABOUT
 CX1497'2 FEET LOWER IN ELEVATION THAN THE STATION.
 CX1497'
 CX1497'TRIANGULATION STATION BRUNO WILL SERVE AS AN AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1705 ***********************************************************************
 CX1705  DESIGNATION -  FITZ
 CX1705  PID         -  CX1705
 CX1705  STATE/COUNTY-  NM/DONA ANA
 CX1705  USGS QUAD   -  LITTLE BLACK MOUNTAIN (1978)
 CX1705
 CX1705                         *CURRENT SURVEY CONTROL
 CX1705  ___________________________________________________________________
 CX1705* NAD 83(1992)-  32 06 42.74620(N)    106 51 15.68977(W)     ADJUSTED  
 CX1705* NAVD 88     -      1300.6    (meters)    4267.     (feet)  VERTCON   
 CX1705  ___________________________________________________________________
 CX1705  LAPLACE CORR-           0.71  (seconds)                    DEFLEC99
 CX1705  GEOID HEIGHT-         -24.18  (meters)                     GEOID03
 CX1705
 CX1705  HORZ ORDER  -  THIRD
 CX1705
 CX1705.The horizontal coordinates were established by classical geodetic methods
 CX1705.and adjusted by the National Geodetic Survey in December 1993..
 CX1705
 CX1705.The NAVD 88 height was computed by applying the VERTCON shift value to
 CX1705.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CX1705
 CX1705.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1705
 CX1705.The geoid height was determined by GEOID03.
 CX1705
 CX1705;                    North         East     Units Scale Factor Converg.
 CX1705;SPC NM C     -   123,431.134   442,966.979   MT  0.99994010   -0 19 16.6
 CX1705;SPC NM C     -   404,956.98  1,453,300.83   sFT  0.99994010   -0 19 16.6
 CX1705;UTM  13      - 3,554,341.485   325,045.574   MT  0.99997749   -0 59 09.5
 CX1705
 CX1705!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1705!SPC NM C     -   0.99979962  x   0.99994010  =   0.99973973
 CX1705!UTM  13      -   0.99979962  x   0.99997749  =   0.99977712
 CX1705
 CX1705:                Primary Azimuth Mark                     Grid Az
 CX1705:SPC NM C     -  LAVA 2                                   129 14 39.4
 CX1705:UTM  13      -  LAVA 2                                   129 54 32.3
 CX1705
 CX1705|---------------------------------------------------------------------|
 CX1705| PID    Reference Object                     Distance      Geod. Az  |
 CX1705|                                                           dddmmss.s |
 CX1705| CX1704 LAVA 2                              APPROX. 7.4 KM 1285522.8 |
 CX1705|---------------------------------------------------------------------|
 CX1705
 CX1705                          SUPERSEDED SURVEY CONTROL
 CX1705
 CX1705  NAD 83(1986)-  32 06 42.75093(N)    106 51 15.68857(W) AD(       ) 3
 CX1705  NAD 27      -  32 06 42.40535(N)    106 51 13.67254(W) AD(       ) 3
 CX1705  NGVD 29 (07/19/86) 1300.0    (m)         4265.     (f) VERT ANG       
 CX1705
 CX1705.Superseded values are not recommended for survey control.
 CX1705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1705.See file dsdata.txt to determine how the superseded data were derived.
 CX1705
 CX1705_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR2504654341(NAD 83)
 CX1705_MARKER: DD = SURVEY DISK
 CX1705_SETTING: 0 = UNSPECIFIED SETTING
 CX1705_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX1705
 CX1705  HISTORY     - Date     Condition        Report By
 CX1705  HISTORY     - 1940     MONUMENTED       USGS
 CX1705
 CX1705                          STATION DESCRIPTION
 CX1705
 CX1705'DESCRIBED BY US GEOLOGICAL SURVEY 1940
 CX1705'STATION IS 1.1 MI. E. OF THE FITZGERALD RANCH AND 480 FT. S. OF THE
 CX1705'EL PASO PIPE LINE (GAS).  IN SE. 1/4 OF SEC. 20, T 25 S, R 1 E.
 CX1705'
 CX1705'STATION MARK--STANDARD BRONZE TABLET CEMENTED IN 3 IN. IRON PIPE
 CX1705'EXTENDING 5 IN. ABOVE GROUND, STAMPED ---FITZ R 1940---.
 CX1705'
 CX1705'REFERENCE MARK NO. 1--STANDARD REFERENCE TABLET SET IN CONCRETE POST,
 CX1705'STAMPED ---NO. 1---.  DISTANT FROM STATION MARK 37.8 FT.,
 CX1705'N 71 DEG 22 MIN W.
 CX1705'
 CX1705'REFERENCE MARK NO. 2--STANDARD BRONZE REFERENCE TABLET CEMENTED IN
 CX1705'CONCRETE POST, STAMPED ---NO. 2---.  DISTANT FROM STATION MARK 39.9
 CX1705'FT., N 18 DEG 54 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0856 ***********************************************************************
 DR0856  DESIGNATION -  FIVE
 DR0856  PID         -  DR0856
 DR0856  STATE/COUNTY-  NM/CHAVES
 DR0856  USGS QUAD   -  COYOTE DRAW (1982)
 DR0856
 DR0856                         *CURRENT SURVEY CONTROL
 DR0856  ___________________________________________________________________
 DR0856* NAD 83(1992)-  33 43 51.45012(N)    104 29 07.26896(W)     ADJUSTED  
 DR0856* NAVD 88     -      1272.76   (+/-2cm)    4175.7    (feet)  VERTCON   
 DR0856  ___________________________________________________________________
 DR0856  LAPLACE CORR-          -0.61  (seconds)                    DEFLEC99
 DR0856  GEOID HEIGHT-         -23.35  (meters)                     GEOID03
 DR0856
 DR0856  HORZ ORDER  -  SECOND
 DR0856  VERT ORDER  -  THIRD ? (See Below)
 DR0856
 DR0856.The horizontal coordinates were established by classical geodetic methods
 DR0856.and adjusted by the National Geodetic Survey in December 1993..
 DR0856
 DR0856.The NAVD 88 height was computed by applying the VERTCON shift value to
 DR0856.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DR0856.The vertical order pertains to the NGVD 29 superseded value.
 DR0856
 DR0856.The Laplace correction was computed from DEFLEC99 derived deflections.
 DR0856
 DR0856.The geoid height was determined by GEOID03.
 DR0856
 DR0856;                    North         East     Units Scale Factor Converg.
 DR0856;SPC NM E     -   302,827.878   150,912.896   MT  0.99991154   -0 05 03.9
 DR0856;SPC NM E     -   993,527.80    495,120.06   sFT  0.99991154   -0 05 03.9
 DR0856;UTM  13      - 3,732,444.729   547,676.140   MT  0.99962802   +0 17 08.8
 DR0856
 DR0856!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR0856!SPC NM E     -   0.99980390  x   0.99991154  =   0.99971545
 DR0856!UTM  13      -   0.99980390  x   0.99962802  =   0.99943199
 DR0856
 DR0856|---------------------------------------------------------------------|
 DR0856| PID    Reference Object                     Distance      Geod. Az  |
 DR0856|                                                           dddmmss.s |
 DR0856| CJ6358 FIVE RM 1                            16.906 METERS 02805     |
 DR0856| CJ6359 FIVE RM 2                            16.881 METERS 12812     |
 DR0856| DR0444 HILL                                APPROX. 8.1 KM 2755757.5 |
 DR0856|---------------------------------------------------------------------|
 DR0856
 DR0856                          SUPERSEDED SURVEY CONTROL
 DR0856
 DR0856  NAD 83(1986)-  33 43 51.45531(N)    104 29 07.26538(W) AD(       ) 2
 DR0856  NAD 27      -  33 43 51.14973(N)    104 29 05.37031(W) AD(       ) 2
 DR0856  NGVD 29 (07/19/86) 1272.20   (m)         4173.9    (f) LEVELING    3  
 DR0856
 DR0856.Superseded values are not recommended for survey control.
 DR0856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0856.See file dsdata.txt to determine how the superseded data were derived.
 DR0856
 DR0856_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SET4767632445(NAD 83)
 DR0856_MARKER: DD = SURVEY DISK
 DR0856_SETTING: 0 = UNSPECIFIED SETTING
 DR0856
 DR0856  HISTORY     - Date     Condition        Report By
 DR0856  HISTORY     - 1961     MONUMENTED       USGS
 DR0856  HISTORY     - 1967     GOOD             USGS
 DR0856
 DR0856                          STATION DESCRIPTION
 DR0856
 DR0856'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (WCN)
 DR0856'A USGS THIRD-ORDER STATION FOUND IN GOOD CONDITION AS DESCRIBED
 DR0856'BY USGS, QUAD 175.
 DR0856'
 DR0856'REVISED DESCRIPTION--
 DR0856'
 DR0856'STATION IS LOCATED N 5 DEG E, ABOUT 23 MI. (AIRLINE) FROM
 DR0856'ROSWELL, NEW MEXICO S 28 DEG E, ABOUT 15 MI. (AIRLINE) FROM
 DR0856'JUNCTION U.S. HIGHWAY 285 AND STATE HIGHWAY 20, ON THE RED
 DR0856'BLUFF RANCH, ON THE HIGHEST POINT OF A RED HILL, 15 FT. S OF A
 DR0856'E-W TRACK RD., 3.7 FT. NNE OF A USGS WITNESS SIGN MOUNTED ON
 DR0856'A METAL POST.  THE STATION SITE CAN BE LOCATED FROM THE ROSWELL
 DR0856'(NI 13-8) 1/250,000 SERIES MAP.
 DR0856'
 DR0856'STATION MARK--A USGS ALUMINUM TABLET SET IN TOP OF A CONCRETE
 DR0856'POST PROJECTING 0.8 FT.  THE TABLET IS STAMPED FIVE ET 1961, 1967.
 DR0856'
 DR0856'REFERENCE MARK NO. 1--A USGS BRONZE R.M. TABLET CRIMPED TO A
 DR0856'COPPERWELD ROD DRIVEN TO REFUSAL (7 FT.) FLUSH WITH THE GROUND,
 DR0856'CENTERED IN AN ORANGEBURG TILE, 6 IN. IN DIAMETER, 12 IN. LONG
 DR0856'FILLED WITH GRAVEL, AND STAMPED FIVE ET 1961, 1967 NO. 1.
 DR0856'
 DR0856'REFERENCE MARK NO. 2--A USGS BRONZE R.M. TABLET CRIMPED TO A
 DR0856'COPPERWELD ROD DRIVEN TO REFUSAL (4.7 FT.), CENTERED IN AN
 DR0856'ORANGEBURG TILE, 6 IN. IN DIAMETER 12 IN. LONG FLUSH WITH THE
 DR0856'GROUND AND FILLED WITH GRAVEL AND STAMPED FIVE ET 1961, 1967 NO.
 DR0856'2.
 DR0856'
 DR0856'USC AND GS STATION HILL 1961 IS VISIBLE FROM THE GROUND, AT THIS
 DR0856'STATION AND WILL SERVE AS THE AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0909 ***********************************************************************
 DR0909  DESIGNATION -  FIVEMILE
 DR0909  PID         -  DR0909
 DR0909  STATE/COUNTY-  NM/CHAVES
 DR0909  USGS QUAD   -  MESA SE (1982)
 DR0909
 DR0909                         *CURRENT SURVEY CONTROL
 DR0909  ___________________________________________________________________
 DR0909* NAD 83(1992)-  33 49 43.32370(N)    104 34 40.60780(W)     ADJUSTED  
 DR0909* NAVD 88     -      1242.4    (meters)    4076.     (feet)  VERTCON   
 DR0909  ___________________________________________________________________
 DR0909  LAPLACE CORR-          -1.85  (seconds)                    DEFLEC99
 DR0909  GEOID HEIGHT-         -23.31  (meters)                     GEOID03
 DR0909
 DR0909  HORZ ORDER  -  SECOND
 DR0909
 DR0909.The horizontal coordinates were established by classical geodetic methods
 DR0909.and adjusted by the National Geodetic Survey in December 1993..
 DR0909
 DR0909.The NAVD 88 height was computed by applying the VERTCON shift value to
 DR0909.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DR0909
 DR0909.The Laplace correction was computed from DEFLEC99 derived deflections.
 DR0909
 DR0909.The geoid height was determined by GEOID03.
 DR0909
 DR0909;                    North         East     Units Scale Factor Converg.
 DR0909;SPC NM E     -   313,684.883   142,358.226   MT  0.99991541   -0 08 10.2
 DR0909;SPC NM E     - 1,029,147.82    467,053.61   sFT  0.99991541   -0 08 10.2
 DR0909;UTM  13      - 3,743,243.030   539,053.912   MT  0.99961880   +0 14 05.9
 DR0909
 DR0909!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR0909!SPC NM E     -   0.99980865  x   0.99991541  =   0.99972408
 DR0909!UTM  13      -   0.99980865  x   0.99961880  =   0.99942753
 DR0909
 DR0909|---------------------------------------------------------------------|
 DR0909| PID    Reference Object                     Distance      Geod. Az  |
 DR0909|                                                           dddmmss.s |
 DR0909| CJ6361 FIVEMILE RM 2                        13.491 METERS 16754     |
 DR0909| CJ6360 FIVEMILE RM 1                        14.776 METERS 34809     |
 DR0909| DR0910 JERRY                               APPROX. 5.2 KM 3481805.6 |
 DR0909|---------------------------------------------------------------------|
 DR0909
 DR0909                          SUPERSEDED SURVEY CONTROL
 DR0909
 DR0909  NAD 83(1986)-  33 49 43.32922(N)    104 34 40.60491(W) AD(       ) 2
 DR0909  NAD 27      -  33 49 43.02638(N)    104 34 38.69419(W) AD(       ) 2
 DR0909  NGVD 29 (07/19/86) 1241.8    (m)         4074.     (f) VERT ANG       
 DR0909
 DR0909.Superseded values are not recommended for survey control.
 DR0909.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0909.See file dsdata.txt to determine how the superseded data were derived.
 DR0909
 DR0909_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SET3905443243(NAD 83)
 DR0909_MARKER: DD = SURVEY DISK
 DR0909_SETTING: 0 = UNSPECIFIED SETTING
 DR0909
 DR0909  HISTORY     - Date     Condition        Report By
 DR0909  HISTORY     - 1967     MONUMENTED       USGS
 DR0909
 DR0909                          STATION DESCRIPTION
 DR0909
 DR0909'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (JTD)
 DR0909'THE STATION IS LOCATED N 6 DEG W, ABOUT 30 MI. (AIRLINE) FROM
 DR0909'ROSWELL, NEW MEXICO S 13 DEG E, ABOUT 6.4 MI. (AIRLINE) FROM
 DR0909'THE JUNCTION OF U.S. HIGHWAY 285 AND STATE HIGHWAY 20, ON
 DR0909'THE SUMMIT OF A LOW RIDGE.  96.5 FT. E. OF THE CENTER OF
 DR0909'U.S. HIGHWAY 285.  4.2 FT. W. OF RIGHT-OF-WAY FENCE.  0.4
 DR0909'MI. N., ALONG HWY. FROM A GRADED T-RD. E.  4.2 FT. W. OF A
 DR0909'USGS WITNESS SIGN MOUNTED ON A METAL POST.  THE STATION SITE
 DR0909'CAN BE LOCATED FROM THE ROSWELL (NI 13-8) 1--250,000 SERIES
 DR0909'MAP.
 DR0909'
 DR0909'STATION MARK--A USGS BRONZE TABLET CRIMPED TO A COPPERWELD
 DR0909'ROD DRIVEN TO REFUSAL (8.5 FT.) CENTERED IN AN ORANGEBURG
 DR0909'TILE, 6 IN. DIAMETER, 12 IN. LONG, FILLED WITH GRAVEL.  THE
 DR0909'TABLET IS FLUSH WITH THE GROUND AND STAMPED FIVEMILE ET 1967.
 DR0909'
 DR0909'REFERENCE MARK NO. 1--A USGS BRONZE R.M. TABLET CRIMPED TO
 DR0909'A COPPERWELD ROD DRIVEN TO A DEPTH OF 10 FT., CENTERED IN
 DR0909'AN ORANGEBURG TILE, 6 IN. DIAMETER, 12 IN. LONG, FILLED WITH
 DR0909'GRAVEL STAMPED FIVEMILE ET 1967 NO. 1.
 DR0909'
 DR0909'REFERENCE MARK NO. 2--A USGS BRONZE R.M. TABLET CRIMPED TO
 DR0909'A COPPERWELD ROD DRIVEN TO REFUSAL (7.7 FT.), CENTERED IN AN
 DR0909'ORANGEBURG TILE, 6 IN. DIAMETER, 12 IN. LONG, FILLED WITH
 DR0909'GRAVEL, AND STAMPED FIVEMILE ET 1967 NO. 2.
 DR0909'
 DR0909'JERRY ET 1967 IS VISIBLE FROM THE GROUND, AT THIS STATION
 DR0909'AND WILL SERVE AS THE AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1446 ***********************************************************************
 CX1446  DESIGNATION -  FLAG ENTRANCE TO WHITE SANDS
 CX1446  PID         -  CX1446
 CX1446  STATE/COUNTY-  NM/OTERO
 CX1446  USGS QUAD   -  GARTON LAKE (1982)
 CX1446
 CX1446                         *CURRENT SURVEY CONTROL
 CX1446  ___________________________________________________________________
 CX1446* NAD 83(1992)-  32 46 44.83739(N)    106 10 19.32328(W)     ADJUSTED  
 CX1446* NAVD 88     -                                                        
 CX1446  ___________________________________________________________________
 CX1446  LAPLACE CORR-           3.64  (seconds)                    DEFLEC99
 CX1446  GEOID HEIGHT-         -23.08  (meters)                     GEOID03
 CX1446
 CX1446  HORZ ORDER  -  THIRD
 CX1446
 CX1446.The horizontal coordinates were established by classical geodetic methods
 CX1446.and adjusted by the National Geodetic Survey in December 1993..
 CX1446
 CX1446
 CX1446.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1446
 CX1446.The geoid height was determined by GEOID03.
 CX1446
 CX1446;                    North         East     Units Scale Factor Converg.
 CX1446;SPC NM C     -   197,260.705   507,303.522   MT  0.99990066   +0 02 32.0
 CX1446;SPC NM C     -   647,179.50  1,664,378.31   sFT  0.99990066   +0 02 32.0
 CX1446;UTM  13      - 3,627,408.614   390,238.260   MT  0.99974855   -0 38 04.6
 CX1446
 CX1446                          SUPERSEDED SURVEY CONTROL
 CX1446
 CX1446  NAD 83(1986)-  32 46 44.84407(N)    106 10 19.32627(W) AD(       ) 4
 CX1446  NAD 27      -  32 46 44.53500(N)    106 10 17.35000(W) AD(       ) 3
 CX1446
 CX1446.Superseded values are not recommended for survey control.
 CX1446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1446.See file dsdata.txt to determine how the superseded data were derived.
 CX1446
 CX1446_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS9023827409(NAD 83)
 CX1446_MARKER: 62 = FLAGPOLE
 CX1446
 CX1446  HISTORY     - Date     Condition        Report By
 CX1446  HISTORY     - 1943     FIRST OBSERVED   CGS
 CX1446
 CX1446                          STATION DESCRIPTION
 CX1446
 CX1446'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0989 ***********************************************************************
 EQ0989  DESIGNATION -  FLAT
 EQ0989  PID         -  EQ0989
 EQ0989  STATE/COUNTY-  NM/BERNALILLO
 EQ0989  USGS QUAD   -  WIND MESA (1991)
 EQ0989
 EQ0989                         *CURRENT SURVEY CONTROL
 EQ0989  ___________________________________________________________________
 EQ0989* NAD 83(1992)-  34 55 41.93417(N)    106 50 22.15538(W)     ADJUSTED  
 EQ0989* NAVD 88     -      1810.7    (meters)    5941.     (feet)  VERTCON   
 EQ0989  ___________________________________________________________________
 EQ0989  LAPLACE CORR-          -0.26  (seconds)                    DEFLEC99
 EQ0989  GEOID HEIGHT-         -21.72  (meters)                     GEOID03
 EQ0989
 EQ0989  HORZ ORDER  -  FIRST
 EQ0989
 EQ0989.The horizontal coordinates were established by classical geodetic methods
 EQ0989.and adjusted by the National Geodetic Survey in December 1993..
 EQ0989
 EQ0989.The NAVD 88 height was computed by applying the VERTCON shift value to
 EQ0989.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EQ0989
 EQ0989.The Laplace correction was computed from DEFLEC99 derived deflections.
 EQ0989
 EQ0989.The geoid height was determined by GEOID03.
 EQ0989
 EQ0989;                    North         East     Units Scale Factor Converg.
 EQ0989;SPC NM C     -   435,780.914   446,144.922   MT  0.99993573   -0 20 15.1
 EQ0989;SPC NM C     - 1,429,724.55  1,463,727.13   sFT  0.99993573   -0 20 15.1
 EQ0989;SPC NM W     -   436,080.459   920,799.424   MT  1.00001824   +0 34 08.6
 EQ0989;SPC NM W     - 1,430,707.31  3,020,989.44   sFT  1.00001824   +0 34 08.6
 EQ0989;UTM  13      - 3,866,638.025   331,987.431   MT  0.99994791   -1 03 12.4
 EQ0989
 EQ0989!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EQ0989!SPC NM C     -   0.99971927  x   0.99993573  =   0.99965501
 EQ0989!SPC NM W     -   0.99971927  x   1.00001824  =   0.99973750
 EQ0989!UTM  13      -   0.99971927  x   0.99994791  =   0.99966719
 EQ0989
 EQ0989|---------------------------------------------------------------------|
 EQ0989| PID    Reference Object                     Distance      Geod. Az  |
 EQ0989|                                                           dddmmss.s |
 EQ0989| CD2888 FLAT RM 2                             6.088 METERS 02900     |
 EQ0989| CD2886 FLAT AZ MK                                         1792929.3 |
 EQ0989| CD2887 FLAT RM 1                            11.176 METERS 24427     |
 EQ0989|---------------------------------------------------------------------|
 EQ0989
 EQ0989                          SUPERSEDED SURVEY CONTROL
 EQ0989
 EQ0989  NAD 83(1986)-  34 55 41.93880(N)    106 50 22.15592(W) AD(       ) 1
 EQ0989  NAD 27      -  34 55 41.75380(N)    106 50 20.04740(W) AD(       ) 1
 EQ0989  NGVD 29 (07/19/86) 1809.8    (m)         5938.     (f) VERT ANG       
 EQ0989
 EQ0989.Superseded values are not recommended for survey control.
 EQ0989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0989.See file dsdata.txt to determine how the superseded data were derived.
 EQ0989
 EQ0989_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU3198766638(NAD 83)
 EQ0989_MARKER: DB = BENCH MARK DISK
 EQ0989_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EQ0989_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EQ0989_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EQ0989+STABILITY: SURFACE MOTION
 EQ0989
 EQ0989  HISTORY     - Date     Condition        Report By
 EQ0989  HISTORY     - 1958     MONUMENTED       USGS
 EQ0989  HISTORY     - 1968     GOOD             CGS
 EQ0989  HISTORY     - 1968     GOOD             CGS
 EQ0989  HISTORY     - 1972     GOOD             NGS
 EQ0989
 EQ0989                          STATION DESCRIPTION
 EQ0989
 EQ0989'DESCRIBED BY US GEOLOGICAL SURVEY 1958 (RLE)
 EQ0989'THE STATION IS LOCATED ABOUT 15 MILES SOUTHWEST OF ALBUQUERQUE,
 EQ0989'8 MILES WEST OF ISLETA PUEBLO AND SET ON THE NORTH END OF
 EQ0989'A BLACK ROCK COVERED HILL WHICH IS THE HIGHEST IN THE VICINITY.
 EQ0989'IT IS 5 FEET NORTH OF A CAIRN AND SET ON THE HIGHEST PART
 EQ0989'OF HILL.  THE MARK IS A U.S. GEOLOGICAL BENCH MARK, WHICH
 EQ0989'IS SET IN A 8-INCH SQUARE CONCRETE POST PROJECTING 6 INCHES
 EQ0989'ABOVE THE SURFACE OF THE GROUND AND IS STAMPED FLAT 1946
 EQ0989'VABM 5937.
 EQ0989'
 EQ0989'REFERENCE MARK NO. 1 IS 2 FEET NORTH OF A CAIRN AND SET ABOUT
 EQ0989'1 FOOT LOWER THAN STATION.  THE MARK IS A U.S. GEOLOGICAL
 EQ0989'REFERENCE MARK, WHICH IS CEMENTED IN A DRILL HOLE IN OUTCROPPING
 EQ0989'BEDROCK, FLUSH WITH THE SURFACE OF THE GROUND AND IS STAMPED
 EQ0989'NO 1.
 EQ0989'
 EQ0989'REFERENCE MARK NO. 2 IS 4 FEET SOUTH OF A CAIRN AND SET ABOUT
 EQ0989'THE SAME ELEVATION AS STATION.  THE MARK IS A U.S. GEOLOGICAL
 EQ0989'REFERENCE MARK, WHICH IS CEMENTED IN A DRILL HOLE IN OUTCROPPING
 EQ0989'BEDROCK, PROJECTING 2 INCHES ABOVE THE SURFACE OF THE GROUND
 EQ0989'AND IS STAMPED NO 2.
 EQ0989'
 EQ0989'AZIMUTH MARK IS 15 FEET WEST OF A CAIRN AND SET ON THE HIGHEST
 EQ0989'PART OF ROCK COVERED HILL.  THE MARK PROJECTS 10 INCHES ABOVE
 EQ0989'THE SURFACE OF THE GROUND AND IS STAMPED FLAT USGS 1958.
 EQ0989'
 EQ0989'TO REACH FROM THE JUNCTIONS OF U.S. HIGHWAY 85 AND STATE
 EQ0989'HIGHWAY 45, (WHICH IS ABOUT 0.5 MILE SOUTHWEST OF ISLETA
 EQ0989'PUEBLO) GO NORTH ON STATE HIGHWAY 45 FOR 0.2 MILE TO A SIDE
 EQ0989'ROAD LEFT, TURN LEFT ON DIRT ROAD AND GO WEST FOR 0.9 MILE
 EQ0989'TO A CATTLEGUARD AND GATE, CONTINUE ON WESTERLY FOR 5.4
 EQ0989'MILES TO A GATE, CONTINUE WESTERLY FOR 1.2 MILES TO A FORK,
 EQ0989'KEEP RIGHT FORK AND GO NORTHERLY FOR 2.6 MILES TO A FORK
 EQ0989'JUST OPPOSITE OLD MINE AND CONCRETE BUILDING, TAKE RIGHT FORK
 EQ0989'AND GO 0.7 MILE TO A FORK, TAKE LEFT FORK AND GO 0.4 MILE
 EQ0989'TO A DIM T ROAD, TURN RIGHT AND GO EASTERLY FOR 1.7 MILES,
 EQ0989'THENCE TURN RIGHT OFF TRACK ROAD AND PICK WAY SOUTHERLY
 EQ0989'ACROSS COUNTRY FOR ABOUT 1.5 MILES TO THE TOP OF HILL AND
 EQ0989'STATION AS DESCRIBED.
 EQ0989'
 EQ0989'TO REACH AZIMUTH MARK FROM THE STATION, GO SOUTHERLY ALONG
 EQ0989'THE RIDGE FOR 0.25 MILE AND AZIMUTH MARK AS DESCRIBED.  (4-WHEEL
 EQ0989'DRIVE)
 EQ0989'
 EQ0989'HEIGHT OF LIGHT ABOVE STATION MARK 1.3 METERS.
 EQ0989
 EQ0989                          STATION RECOVERY (1968)
 EQ0989
 EQ0989'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (HWK)
 EQ0989'THIS STATION SITE WAS RECOVERED AND ALL MARKS WERE FOUND
 EQ0989'TO BE IN GOOD CONDITION.
 EQ0989
 EQ0989                          STATION RECOVERY (1968)
 EQ0989
 EQ0989'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 EQ0989'STATION IS LOCATED IN T 8 N, R 1 E, IN THE ISLETA PUEBLO GRANT, IN
 EQ0989'THE NE. 1/4 SEC. 16, ON A FLAT, ROCKY HILL, 8 MI. E. OF ISLETA
 EQ0989'PUEBLO.
 EQ0989'
 EQ0989'THE STATION IS BEST REACHED BY LEAVING U.S. HIGHWAY 85 ON A MAIN RANCH
 EQ0989'RD., WHICH LEADS SW. PASSING BY THE S. SIDE OF A WINDMILL AT 0.3 MI.,
 EQ0989'CONTINUE WESTERLY ALONG MAIN RD. 7.9 MI. TO A RD. FORK, FOLLOW RIGHT
 EQ0989'HAND FORK 2.2 MI. ON MAIN RD. TO DIM TRACK RD., TURN RIGHT AND FOLLOW
 EQ0989'SAID TRACK RD. 1.3 MI. TO THE INTERSECTION OF A NE-SW. TRACK RD.,
 EQ0989'TURN NE. FOR 0.9 MI. TO TOP OF RIDGE.  THE STATION IS 1.3 MI. S.
 EQ0989'
 EQ0989'RECOVERED BY NGS IN 1968.  DESCRIPTION AND POSITION LISTED IN NGS
 EQ0989'QUAD 34106-4, STATION 1010.
 EQ0989'
 EQ0989'STATION MARK--A U.S. GEOLOGICAL BENCH MARK, WHICH IS SET IN A 8 IN.
 EQ0989'SQUARE CONCRETE POST PROJECTING 6 IN. ABOVE THE SURFACE OF THE GROUND
 EQ0989'AND IS STAMPED---FLAT 1946 VABM 5937---.
 EQ0989
 EQ0989                          STATION RECOVERY (1972)
 EQ0989
 EQ0989'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (EMR)
 EQ0989'THE STATION MARK, AZIMUTH MARK AND BOTH REFERENCE MARKS WERE
 EQ0989'RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD CONDITION.
 EQ0989'THE PREVIOUS DESCRIPTION IS ADEQUATE WITH THE EXCEPTION OF
 EQ0989'THE TO REACH.  A NEW, TO-REACH, FOLLOWS.
 EQ0989'
 EQ0989'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 85
 EQ0989'AND STATE HIGHWAY 45 WHICH IS ABOUT 0.5 MILE SOUTHWEST OF
 EQ0989'ISLETA PUEBLO (ABOUT 11 MILES SOUTH OF ALBUQUERQUE), GO
 EQ0989'NORTH ON HIGHWAY 45 FOR 0.2 MILE TO A PAVED SIDE ROAD ON
 EQ0989'THE LEFT.  TURN LEFT AND GO WEST ON THE PAVED ROAD FOR
 EQ0989'1.0 MILE TO THE OVERPASS OVER INTERSTATE 25.  CONTINUE WEST
 EQ0989'ON THE PAVED ROAD FOR 0.3 MILE TO THE END OF THE PAVEMENT.
 EQ0989'CONTINUE WEST ON GRAVELED ROAD FOR 5.4 MILES TO A CATTLE
 EQ0989'GUARD.  PASS OVER CATTLE GUARD AND CONTINUE WEST ON GRAVELED
 EQ0989'ROAD FOR 1.2 MILES TO A FORK.  TAKE THE RIGHT FORK AND GO
 EQ0989'NORTHWESTERLY ON THE DIRT ROAD FOR 2.1 MILES TO A FORK.
 EQ0989'TAKE THE RIGHT FORK AND CONTINUE NORTHWESTERLY ON THE DIRT
 EQ0989'ROAD FOR 0.5 MILE TO A FORK.  TAKE THE RIGHT FORK AND
 EQ0989'CONTINUE NORTHWESTERLY ON THE DIRT ROAD FOR 0.15 MILE TO
 EQ0989'A DIRT TRACK ROAD ON THE RIGHT (JUST NORTH OF A CONCRETE
 EQ0989'BUILDING).  TURN RIGHT AND GO NORTHERLY ON THE DIRT TRACK
 EQ0989'ROAD FOR 0.8 MILE TO A FORK.  TAKE THE LEFT FORK, STRAIGHT
 EQ0989'AHEAD, AND CONTINUE NORTH ON TRACK ROAD FOR 0.2 MILE TO
 EQ0989'A TRACK CROSSROAD.  TURN RIGHT AND GO NORTHEAST ON A TRACK
 EQ0989'ROAD FOR 1.6 MILES TO THE TOP OF THE RISE AND DIM TRACK
 EQ0989'ROAD TO THE RIGHT.  TURN RIGHT AND GO SOUTH ON DIM TRACK
 EQ0989'ROAD, FOLLOWING THE RIDGE LINE, FOR 1.3 MILES TO THE HIGHEST
 EQ0989'POINT OF THE RIDGE AND THE MARK AS DESCRIBED.
 EQ0989'
 EQ0989'NOTE--A FOUR-WHEEL DRIVE VEHICLE IS REQUIRED TO REACH THE
 EQ0989'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0533 ***********************************************************************
 EP0533  DESIGNATION -  FLAT
 EP0533  PID         -  EP0533
 EP0533  STATE/COUNTY-  NM/QUAY
 EP0533  USGS QUAD   -  HASSELL (1968)
 EP0533
 EP0533                         *CURRENT SURVEY CONTROL
 EP0533  ___________________________________________________________________
 EP0533* NAD 83(1992)-  34 44 16.48392(N)    104 04 14.58857(W)     ADJUSTED  
 EP0533* NAVD 88     -      1552.7    (meters)    5094.     (feet)  VERTCON   
 EP0533  ___________________________________________________________________
 EP0533  LAPLACE CORR-          -0.39  (seconds)                    DEFLEC99
 EP0533  GEOID HEIGHT-         -23.33  (meters)                     GEOID03
 EP0533
 EP0533  HORZ ORDER  -  SECOND
 EP0533
 EP0533.The horizontal coordinates were established by classical geodetic methods
 EP0533.and adjusted by the National Geodetic Survey in December 1993..
 EP0533
 EP0533.The NAVD 88 height was computed by applying the VERTCON shift value to
 EP0533.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EP0533
 EP0533.The Laplace correction was computed from DEFLEC99 derived deflections.
 EP0533
 EP0533.The geoid height was determined by GEOID03.
 EP0533
 EP0533;                    North         East     Units Scale Factor Converg.
 EP0533;SPC NM E     -   414,536.753   189,047.610   MT  0.99991622   +0 08 58.7
 EP0533;SPC NM E     - 1,360,026.00    620,233.70   sFT  0.99991622   +0 08 58.7
 EP0533;UTM  13      - 3,844,372.276   585,069.236   MT  0.99968919   +0 31 46.4
 EP0533
 EP0533!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EP0533!SPC NM E     -   0.99975999  x   0.99991622  =   0.99967623
 EP0533!UTM  13      -   0.99975999  x   0.99968919  =   0.99944925
 EP0533
 EP0533|---------------------------------------------------------------------|
 EP0533| PID    Reference Object                     Distance      Geod. Az  |
 EP0533|                                                           dddmmss.s |
 EP0533| CJ6362 FLAT RM 1                            14.489 METERS 08540     |
 EP0533| EP0534 CHARLOTTE                           APPROX.16.8 KM 1790751.4 |
 EP0533| CJ6363 FLAT RM 2                            15.516 METERS 18241     |
 EP0533|---------------------------------------------------------------------|
 EP0533
 EP0533                          SUPERSEDED SURVEY CONTROL
 EP0533
 EP0533  NAD 83(1986)-  34 44 16.49082(N)    104 04 14.58150(W) AD(       ) 2
 EP0533  NAD 27      -  34 44 16.26485(N)    104 04 12.68570(W) AD(       ) 2
 EP0533  NGVD 29 (07/19/86) 1552.0    (m)         5092.     (f) VERT ANG       
 EP0533
 EP0533.Superseded values are not recommended for survey control.
 EP0533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EP0533.See file dsdata.txt to determine how the superseded data were derived.
 EP0533
 EP0533_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEU8506944372(NAD 83)
 EP0533_MARKER: DD = SURVEY DISK
 EP0533_SETTING: 0 = UNSPECIFIED SETTING
 EP0533
 EP0533  HISTORY     - Date     Condition        Report By
 EP0533  HISTORY     - 1970     MONUMENTED       USGS
 EP0533
 EP0533                          STATION DESCRIPTION
 EP0533
 EP0533'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (JTD)
 EP0533'THE STATION IS LOCATED SOUTH 72 DEG ABOUT 20 MILES AIRLINE FROM
 EP0533'RAGLAND, NEW MEXICO.  NORTH 57 DEG WEST ABOUT 11 MILES AIRLINE
 EP0533'FROM HOUSE, NEW MEXICO.  0.1 MILE NORTH OF WINDMILL.  5 FEET
 EP0533'NORTHWEST OF A USGS WITNESS SIGN MOUNTED ON A METAL POST.  ON
 EP0533'PROPERTY OWNED BY FRANK BLACKBURN.
 EP0533'
 EP0533'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 18 AND 86 IN
 EP0533'RAGLAND, NEW MEXICO, GO SOUTH ON STATE HIGHWAY 86 FOR 3.8 MILES TO
 EP0533'THE JUNCTION OF STATE HIGHWAY 156.  THEN WEST ON STATE HIGHWAY 156
 EP0533'FOR 16.0 MILES TO CROSS ROADS.  THEN SOUTH ON GRADED ROAD FOR 4.1
 EP0533'MILES TO BEND IN ROAD.  GO SOUTH THROUGH GATE, THEN WEST ALONG
 EP0533'SOUTH SIDE OF FENCE FOR 0.7 MILE TO WINDMILL.  FROM WINDMILL GO
 EP0533'NORTH FOR 0.1 MILE TO STATION.
 EP0533'
 EP0533'STATION MARK IS A USGS BRONZE TABLET SOLDERED TO A COPPER COATED
 EP0533'STEEL ROD DRIVEN TO REFUSAL (10 FEET), CENTERED IN AN ORANGEBURG TILE
 EP0533'6 INCHES IN DIAMETER, 12 INCHES LONG, FILLED WITH GRAVEL.  THE
 EP0533'TABLET IS FLUSH WITH THE GROUND AND IS STAMPED FLAT ET 1970.
 EP0533'
 EP0533'REFERENCE MARK NO. 1 IS A USGS BRONZE REFERENCE MARK TABLET SOLDERED
 EP0533'TO A COPPER COATED STEEL ROD DRIVEN TO REFUSAL (4.7 FEET), CENTERED
 EP0533'IN AN ORANGEBURG TILE, 6 INCHES IN DIAMETER, 12 INCHES LONG, FILLED
 EP0533'WITH GRAVEL.  THE TABLET IS FLUSH WITH THE GROUND AND IS STAMPED
 EP0533'FLAT ET NO. 1 1970.
 EP0533'
 EP0533'REFERENCE MARK NO. 2 IS A USGS BRONZE REFERENCE MARK TABLET SOLDERED
 EP0533'TO A COPPER COATED STEEL ROD DRIVEN TO REFUSAL (7.8 FEET) CENTERED
 EP0533'IN AN ORANGEBURG TILE, 6 INCHES IN DIAMETER, 12 INCHES LONG, FILLED
 EP0533'WITH GRAVEL.  THE TABLET IS FLUSH WITH THE GROUND AND IS STAMPED
 EP0533'FLAT ET NO. 2 1970.
 EP0533'
 EP0533'STATION CHARLOTTE USC AND GS 1922 IS VISIBLE FROM THE GROUND AT THIS
 EP0533'STATION AND WILL SERVE AS THE AZIMUTH MARK.
 EP0533'
 EP0533'ALL OBSERVATIONS WERE MADE FROM A TOWER 18.28 FEET ABOVE STATION
 EP0533'MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GO0395 ***********************************************************************
 GO0395  DESIGNATION -  FLAT TEMP
 GO0395  PID         -  GO0395
 GO0395  STATE/COUNTY-  NM/SAN JUAN
 GO0395  USGS QUAD   -  KIRTLAND SW (1979)
 GO0395
 GO0395                         *CURRENT SURVEY CONTROL
 GO0395  ___________________________________________________________________
 GO0395* NAD 83(1992)-  36 35 04.60189(N)    108 29 20.59595(W)     ADJUSTED  
 GO0395* NAVD 88     -      1708.     (meters)    5604.     (feet)  SCALED    
 GO0395  ___________________________________________________________________
 GO0395  LAPLACE CORR-          -0.11  (seconds)                    DEFLEC99
 GO0395  GEOID HEIGHT-         -21.40  (meters)                     GEOID03
 GO0395
 GO0395  HORZ ORDER  -  THIRD
 GO0395
 GO0395.The horizontal coordinates were established by classical geodetic methods
 GO0395.and adjusted by the National Geodetic Survey in December 1993..
 GO0395
 GO0395.The orthometric height was scaled from a topographic map.
 GO0395
 GO0395.The Laplace correction was computed from DEFLEC99 derived deflections.
 GO0395
 GO0395.The geoid height was determined by GEOID03.
 GO0395
 GO0395;                    North         East     Units Scale Factor Converg.
 GO0395;SPC NM W     -   619,587.953   771,321.722   MT  0.99995907   -0 23 27.0
 GO0395;SPC NM W     - 2,032,764.81  2,530,578.02   sFT  0.99995907   -0 23 27.0
 GO0395;UTM  12      - 4,051,728.507   724,644.497   MT  1.00022178   +1 29 49.8
 GO0395
 GO0395!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GO0395!SPC NM W     -   0.99973538  x   0.99995907  =   0.99969446
 GO0395!UTM  12      -   0.99973538  x   1.00022178  =   0.99995710
 GO0395
 GO0395:                Primary Azimuth Mark                     Grid Az
 GO0395:SPC NM W     -  CHINDE TEMP                              001 42 49.4
 GO0395:UTM  12      -  CHINDE TEMP                              359 49 32.6
 GO0395
 GO0395|---------------------------------------------------------------------|
 GO0395| PID    Reference Object                     Distance      Geod. Az  |
 GO0395|                                                           dddmmss.s |
 GO0395| GO0399 CHINDE TEMP                         APPROX. 5.5 KM 0011922.4 |
 GO0395|---------------------------------------------------------------------|
 GO0395
 GO0395                          SUPERSEDED SURVEY CONTROL
 GO0395
 GO0395  NAD 83(1992)-  36 35 04.60186(N)    108 29 20.59815(W) AD(       ) 3
 GO0395  NAD 83(1992)-  36 35 04.60179(N)    108 29 20.59811(W) AD(       ) 3
 GO0395  NAD 83(1986)-  36 35 04.59444(N)    108 29 20.60541(W) AD(       ) 3
 GO0395  NAD 27      -  36 35 04.59805(N)    108 29 18.26909(W) AD(       ) 3
 GO0395
 GO0395.Superseded values are not recommended for survey control.
 GO0395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GO0395.See file dsdata.txt to determine how the superseded data were derived.
 GO0395
 GO0395_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYF2464451729(NAD 83)
 GO0395_MARKER: W = UNMONUMENTED
 GO0395_SETTING: 0 = UNSPECIFIED SETTING
 GO0395
 GO0395  HISTORY     - Date     Condition        Report By
 GO0395  HISTORY     - 1965     MONUMENTED       USGS
 GO0395
 GO0395                          STATION DESCRIPTION
 GO0395
 GO0395'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 GO0395'NOT DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1621 ***********************************************************************
 CX1621  DESIGNATION -  FLAT TOP
 CX1621  PID         -  CX1621
 CX1621  STATE/COUNTY-  NM/OTERO
 CX1621  USGS QUAD   -  WHITE SANDS NE (1955)
 CX1621
 CX1621                         *CURRENT SURVEY CONTROL
 CX1621  ___________________________________________________________________
 CX1621* NAD 83(1992)-  32 24 14.94963(N)    106 20 44.90281(W)     ADJUSTED  
 CX1621* NAVD 88     -      1233.17   (+/-2cm)    4045.8    (feet)  VERTCON   
 CX1621  ___________________________________________________________________
 CX1621  LAPLACE CORR-           1.52  (seconds)                    DEFLEC99
 CX1621  GEOID HEIGHT-         -23.71  (meters)                     GEOID03
 CX1621
 CX1621  HORZ ORDER  -  FIRST
 CX1621  VERT ORDER  -  THIRD ? (See Below)
 CX1621
 CX1621.The horizontal coordinates were established by classical geodetic methods
 CX1621.and adjusted by the National Geodetic Survey in December 1993..
 CX1621
 CX1621.The NAVD 88 height was computed by applying the VERTCON shift value to
 CX1621.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CX1621.The vertical order pertains to the NGVD 29 superseded value.
 CX1621
 CX1621.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1621
 CX1621.The geoid height was determined by GEOID03.
 CX1621
 CX1621;                    North         East     Units Scale Factor Converg.
 CX1621;SPC NM C     -   155,683.212   490,987.794   MT  0.99990100   -0 03 04.8
 CX1621;SPC NM C     -   510,770.67  1,610,849.12   sFT  0.99990100   -0 03 04.8
 CX1621;UTM  13      - 3,586,031.034   373,437.164   MT  0.99979753   -0 43 16.7
 CX1621
 CX1621!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1621!SPC NM C     -   0.99981014  x   0.99990100  =   0.99971116
 CX1621!UTM  13      -   0.99981014  x   0.99979753  =   0.99960771
 CX1621
 CX1621:                Primary Azimuth Mark                     Grid Az
 CX1621:SPC NM C     -  FRED                                     261 34 24.6
 CX1621:UTM  13      -  FRED                                     262 14 36.5
 CX1621
 CX1621|---------------------------------------------------------------------|
 CX1621| PID    Reference Object                     Distance      Geod. Az  |
 CX1621|                                                           dddmmss.s |
 CX1621| CX1627 FRED                                APPROX. 1.7 KM 2613119.8 |
 CX1621|---------------------------------------------------------------------|
 CX1621
 CX1621                          SUPERSEDED SURVEY CONTROL
 CX1621
 CX1621  NAD 83(1986)-  32 24 14.95581(N)    106 20 44.90158(W) AD(       ) 1
 CX1621  NAD 27      -  32 24 14.61770(N)    106 20 42.93539(W) AD(       ) 1
 CX1621  NGVD 29 (07/19/86) 1232.57   (m)         4043.9    (f) LEVELING    3  
 CX1621
 CX1621.Superseded values are not recommended for survey control.
 CX1621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1621.See file dsdata.txt to determine how the superseded data were derived.
 CX1621
 CX1621_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR7343786031(NAD 83)
 CX1621_MARKER: DD = SURVEY DISK
 CX1621_SETTING: 0 = UNSPECIFIED SETTING
 CX1621_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX1621
 CX1621  HISTORY     - Date     Condition        Report By
 CX1621  HISTORY     - 1965     MONUMENTED       DMA
 CX1621
 CX1621                          STATION DESCRIPTION
 CX1621
 CX1621'DESCRIBED BY DEFENSE MAP AGENCY 1965 (JCC)
 CX1621'STATION IS LOCATED ABOUT 7.0 MILES EAST OF WHITE SANDS MISSILE RANGE
 CX1621'HEADQUARTERS AND ABOUT 0.2 MILE NORTH OF WSMR ROUTE 2 ON THE ROOF OF
 CX1621'BUILDING NO. 23270 WHICH IS KNOWN AS THE DESERT SHIP.
 CX1621'
 CX1621'STATION IS REACHED AS FOLLOWS--FROM WHITE SANDS MISSILE RANGE
 CX1621'HEADQUARTERS GO EAST ON WSMR ROUTE 2 FOR 5.5 MILES TO A FORK.  TAKE
 CX1621'RIGHT FORK AND CONTINUE ON WSMR ROUTE 2, EASTERLY 2.7 MILES TO A
 CX1621'PAVED ROAD ON THE LEFT AND SIGN RESEARCH FACILITIES DESERT SHIP ON
 CX1621'THE RIGHT.  TURN LEFT, ON PAVED ROAD, AND GO NORTH 0.15 MILE TO ROAD
 CX1621'ON THE RIGHT THAT LEADS TO GUARD GATE AND DESERT SHIP.  TURN
 CX1621'RIGHT AND GO EAST ABOUT 300 FEET TO GUARD GATE.  PASS THROUGH GATE
 CX1621'AND CONTINUE EAST ABOUT 0.1 MILE TO BUILDING AND STATION.
 CX1621'
 CX1621'STATION, STAMPED FLAT TOP, IS A STANDARD WSPG BRONZE DISK CEMENTED IN
 CX1621'A DRILL HOLE IN THE NORTHWEST CORNER OF ROOF.  IT IS 7.0 FEET SOUTH
 CX1621'OF THE NORTH EDGE OF ROOF, 4.5 FEET EAST OF THE WEST EDGE OF ROOF
 CX1621'AND 3.0 FEET NORTHEAST OF THE CENTER OF THE TOP STEP OF STAIRWAY.
 CX1621'
 CX1621'NOTE--NAVY PERSONNEL, IN THE BUILDING, SHOULD BE CONTACTED BEFORE
 CX1621'VISITING STATION DUE TO POSSIBILITY OF RADIATION FROM RADARS ON TOP
 CX1621'OF THE BUILDING.
 CX1621'
 CX1621'HEIGHT OF LIGHT ABOVE STATION MARK 1.0 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1816 ***********************************************************************
 CX1816  CBN         -  This is a Cooperative Base Network Control Station.
 CX1816  DESIGNATION -  FLAT TOP
 CX1816  PID         -  CX1816
 CX1816  STATE/COUNTY-  NM/DONA ANA
 CX1816  USGS QUAD   -  MAGDALENA PEAK (1985)
 CX1816
 CX1816                         *CURRENT SURVEY CONTROL
 CX1816  ___________________________________________________________________
 CX1816* NAD 83(1992)-  32 29 29.37131(N)    107 10 00.20072(W)     ADJUSTED  
 CX1816* NAVD 88     -      2020.1    (meters)    6628.     (feet)  GPS OBS   
 CX1816  ___________________________________________________________________
 CX1816  X           -  -1,589,890.457 (meters)                     COMP
 CX1816  Y           -  -5,146,686.207 (meters)                     COMP
 CX1816  Z           -   3,407,599.659 (meters)                     COMP
 CX1816  LAPLACE CORR-          -0.41  (seconds)                    DEFLEC99
 CX1816  ELLIP HEIGHT-        1996.12  (meters)          (06/27/01) GPS OBS
 CX1816  GEOID HEIGHT-         -23.71  (meters)                     GEOID03
 CX1816
 CX1816  HORZ ORDER  -  B
 CX1816  ELLP ORDER  -  FOURTH    CLASS II
 CX1816
 CX1816.The horizontal coordinates were established by GPS observations
 CX1816.and adjusted by the National Geodetic Survey in May 1992..
 CX1816
 CX1816.The orthometric height was determined by GPS observations and a
 CX1816.high-resolution geoid model.
 CX1816
 CX1816.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CX1816
 CX1816.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1816
 CX1816.The ellipsoidal height was determined by GPS observations
 CX1816.and is referenced to NAD 83.
 CX1816
 CX1816.The geoid height was determined by GEOID03.
 CX1816
 CX1816;                    North         East     Units Scale Factor Converg.
 CX1816;SPC NM C     -   165,733.918   413,848.336   MT  0.99999149   -0 29 32.9
 CX1816;SPC NM C     -   543,745.36  1,357,767.42   sFT  0.99999149   -0 29 32.9
 CX1816;UTM  13      - 3,596,984.362   296,420.055   MT  1.00011109   -1 09 51.5
 CX1816
 CX1816!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1816!SPC NM C     -   0.99968669  x   0.99999149  =   0.99967818
 CX1816!UTM  13      -   0.99968669  x   1.00011109  =   0.99979774
 CX1816
 CX1816|---------------------------------------------------------------------|
 CX1816| PID    Reference Object                     Distance      Geod. Az  |
 CX1816|                                                           dddmmss.s |
 CX1816| CC7391 FLAT TOP RM 1                        10.070 METERS 17728     |
 CX1816| CC7390 FLAT TOP AZ MK                                     2270002.7 |
 CX1816| CC7392 FLAT TOP RM 2                        13.388 METERS 26751     |
 CX1816|---------------------------------------------------------------------|
 CX1816
 CX1816                          SUPERSEDED SURVEY CONTROL
 CX1816
 CX1816  ELLIP H (12/21/93) 1995.98   (m)                       GP(       ) 4 1
 CX1816  NAD 83(1986)-  32 29 29.37625(N)    107 10 00.20873(W) AD(       ) 1
 CX1816  NAD 27      -  32 29 29.06803(N)    107 09 58.14243(W) AD(       ) 1
 CX1816  NGVD 29 (06/11/92) 2019.3    (m)         6625.     (f) GPS OBS        
 CX1816
 CX1816.Superseded values are not recommended for survey control.
 CX1816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1816.See file dsdata.txt to determine how the superseded data were derived.
 CX1816
 CX1816_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBR9642096984(NAD 83)
 CX1816_MARKER: DH = HORIZONTAL CONTROL DISK
 CX1816_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX1816_SP_SET: CONCRETE POST
 CX1816_STAMPING: FLAT TOP 1954
 CX1816_MARK LOGO: CGS   
 CX1816_MAGNETIC: N = NO MAGNETIC MATERIAL
 CX1816_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CX1816_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CX1816+SATELLITE: SATELLITE OBSERVATIONS - May 10, 1991
 CX1816
 CX1816  HISTORY     - Date     Condition        Report By
 CX1816  HISTORY     - 1934     MONUMENTED       CGS
 CX1816  HISTORY     - 1936     GOOD             CGS
 CX1816  HISTORY     - 1957     GOOD             USGS
 CX1816  HISTORY     - 1973     GOOD             NGS
 CX1816  HISTORY     - 1976     GOOD             USGS
 CX1816  HISTORY     - 1988     GOOD             NGS
 CX1816  HISTORY     - 19910510 GOOD             NM0470
 CX1816
 CX1816                          STATION DESCRIPTION
 CX1816
 CX1816'DESCRIBED BY COAST AND GEODETIC SURVEY 1936
 CX1816'THE STATION IS ABOUT 26 MILES NORTHWEST OF LAS CRUCES, 11.5
 CX1816'MILES SOUTH OF HATCH, ON A FLAT-TOPPED PEAK, THE HIGHEST OF A
 CX1816'GROUP, LOCALLY KNOWN AS CERRO MAGDALENA.  THE PEAK SLOPES
 CX1816'OFF TO THE NORTH, EAST, AND WEST, DROPPING OFF ABRUPTLY TO
 CX1816'THE SOUTH, AND THE MARK IS 54 FEET NORTH OF THE SOUTH EDGE, 47
 CX1816'FEET EAST OF THE WEST EDGE, AND ABOUT 40 FEET NORTHWEST OF
 CX1816'THE SOUTHEAST EDGE.  THE STATION, AZIMUTH, AND REFERENCE MARKS
 CX1816'ARE STANDARD DISKS SET IN BEDROCK.
 CX1816'REFERENCE MARK NO. 1 IS 21 FEET NORTH OF THE SOUTH EDGE
 CX1816'OF THE PEAK AND 10.070 METERS (33.04 FEET) FROM THE STATION
 CX1816'S 02 DEG 32 MIN E, AND NO. 2 IS 10 FEET EAST OF THE
 CX1816'WEST EDGE OF THE PEAK, 13.388 METERS (43.92 FEET) FROM
 CX1816'THE STATION S 87 DEG 51 MIN W.  THE AZIMUTH MARK IS 42 FEET
 CX1816'WEST OF A TRACK ROAD, 8 FEET EAST OF A BOTTOM OF A WASH,
 CX1816'AND APPROXIMATELY 2 MILES FROM THE STATION S 47 DEG 00 MIN W.
 CX1816
 CX1816                          STATION RECOVERY (1957)
 CX1816
 CX1816'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957 (ATW)
 CX1816'RECOVERED AND REDESCRIBED AS FOLLOWS
 CX1816'
 CX1816'LOCATED ABOUT 12.0 MI. (AIRLINE) SW. OF HATCH, NEW MEXICO, AND
 CX1816'ABOUT 13.0 MI. (AIRLINE) W. OF RADIUM SPRINGS, NEW MEXICO.  ON TOP
 CX1816'OF HIGH FLAT TOP KNOWN LOCALLY AS MAGDALENA MOUNTAIN.
 CX1816'
 CX1816'TO REACH FROM INTERSECTION OF U.S. HIGHWAY NO. 85 AND STATE HIGHWAY
 CX1816'NO. 26 AT HATCH, NEW MEXICO, GO W. ON STATE HIGHWAY NO. 26 7.6 MI.
 CX1816'TO A GRADED RD. S., TURN LEFT ON GRADED RD. 2.5 MI. TO TRACK RD.,
 CX1816'SW., TURN RIGHT ON TRACK RD. GO 0.3 MI. TO DIM CROSS RD., TURN RIGHT
 CX1816'GO 8.8 MI. ON MAIN TRAVELED TRACK RD. IN SWS. DIRECTION TO RANCH
 CX1816'HOUSE, TURN LEFT E., GO ABOUT 4.5 MI. TO END TRUCK TRAVEL, CONTINUE
 CX1816'WITH JEEP E. ALONG MAIN DRAIN ABOUT 6.0 MI., PASSING ONE EARTH TANK
 CX1816'AND A WINDMILL TO HEAD OF DRAIN AND A TANK, END OF JEEP TRAVEL.  PACK
 CX1816'E. TO HIGH FLAT TOP AND STATION SITE.
 CX1816'
 CX1816'STATION MARK--STANDARD USC AND GS DISK SET IN BEDROCK.
 CX1816
 CX1816                          STATION RECOVERY (1973)
 CX1816
 CX1816'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CWW)
 CX1816'THE STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.
 CX1816'THE AZIMUTH MARK WAS NOT SEARCHED FOR.
 CX1816'
 CX1816'THE STATION IS LOCATED IN DONA ANA COUNTY ABOUT 26 MILES
 CX1816'NORTHWEST OF LAS CRUCES AND 12 MILES SOUTH OF HATCH.  IT IS
 CX1816'NOW A DRIVE STATION WITH FOUR WHEEL DRIVE VEHICLE RECOMMENDED.
 CX1816'
 CX1816'TO REACH FROM THE INTERSECTION OF VALLY DRIVE (U.S. 85) AND
 CX1816'PICACHO AVE. (U.S. 70-80) IN NORTHWEST LAS CRUCES, GO WEST ON
 CX1816'PICACHO 5.7 MILES TO INTERSTATE 10.  ENTER THE INTERSTATE AND
 CX1816'GO WEST 7.1 MILES TO THE CORRALITOS RANCH INTERCHANGE.  LEAVE
 CX1816'THE INTERSTATE ON THE WESTBOUND OFF RAMP AND ENTER THE FRONTAGE
 CX1816'ROAD WHICH RUNS ALONG THE NORTH SIDE OF THE INTERSTATE.  GO EAST
 CX1816'ON THE FRONTAGE ROAD 1.4 MILES TO A GATE WITH A LARGE OVERHEAD
 CX1816'SIGN CORROLITOS RANCH.  TURN LEFT AND FOLLOW THE PAVED ROAD
 CX1816'10.8 MILES TO WHERE THE ROAD CURVES SHARPLY TO THE LEFT AND
 CX1816'LEADS TO A MICROWAVE STATION.  AT THIS CURVE LEAVE THE PAVED
 CX1816'ROAD STRAIGHT AHEAD ON A DIRT ROAD 0.1 MILES TO A CATTLE
 CX1816'GUARD, GO 0.2 MILES TO A CURVE TURNING NORTH, GO NORTH 3.5
 CX1816'MILES TO A FORK, TAKE LEFT FORD AND GO 0.2 MILES TO A
 CX1816'CATTLE GUARD, GO 0.6 MILES TO A CATTLE GUARD, GO 0.1 MILES
 CX1816'TO A CATTLE GUARD THEN 0.1 MILES TO A CROSS ROAD.  GO
 CX1816'STRAIGHT AHEAD NORTHERLY 4.2 MILES TO A ROAD SIGN ON THE
 CX1816'RIGHT MARKED MAGDALENA PEAK 5.  (THE ROAD WILL TURN LEFT
 CX1816'AND START CLIMBING AT THIS POINT).  GO 0.8 MILES TO A CATTLE
 CX1816'GUARD, GO 1.3 MILES TO A CATTLE GUARD THEN 1.0 MILES TO A
 CX1816'T-INTERSECTION, TURN LEFT THROUGH A WIRE GATE MARKED WITH A
 CX1816'SIGN HAZARDOUS MOUNTAIN ROAD.  FOLLOW THE ROAD UP THE SIDE
 CX1816'OF THE MESA THENCE SOUTH ALONG THE TOP OF THE MESA A TOTAL OF
 CX1816'1.9 MILES TO AN OBSERVATORY ON THE SOUTH TIP OF THE MESA.
 CX1816'DRIVE TO THE RIGHT OF THE OBSERVATORY ABOUT 100 FEET TO THE
 CX1816'STATION.  THE STATION IS ABOUT 120 FEET NORTHWEST OF THE
 CX1816'OBSERVATORY AND ABOUT 90 FEET SOUTHWEST OF A SMALL METAL
 CX1816'BUILDING.
 CX1816'
 CX1816'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--12.0 MILES
 CX1816'SOUTH OF HATCH
 CX1816
 CX1816                          STATION RECOVERY (1976)
 CX1816
 CX1816'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976 (MAM)
 CX1816'CORRALITOS RANCH HEADQUARTERS.  7.4 MILES NORTHERLY AND WESTERLY
 CX1816'ALONG MACADAMIZED ROAD TO ROAD JUNCTION, THENCE 11.6 MILES
 CX1816'NORTHWESTERLY ALONG GRAVEL ROAD, THENCE 2.6 MILES SOUTHWESTERLY UP
 CX1816'STEEP HILLSIDE TO M AGDALENA PEAK AND BLUE MESA OBESERVATORY,
 CX1816'THENCE 112 FT. NORTHWEST OF WEST SIDE OF OBSERVATORY AND 99 FT.
 CX1816'SOUTHWEST OF SOUTHWEST CORNER OF CONCRETE BLOCK BUILDING.  THE
 CX1816'STATION IS A STANDARD DISK SET IN BEDROCK STAMPED FLAT TOP 1934.
 CX1816'
 CX1816'DIRECTION AND DISTANCE ABOUT 26.0 MILES NORTHWEST OF LAS CRUCES.
 CX1816
 CX1816                          STATION RECOVERY (1988)
 CX1816
 CX1816'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 (MRM)
 CX1816'THE STATION WAS RECOVERED AT THIS DATE.
 CX1816'NO OTHER MARKS WERE SEARCHED FOR AT THIS DATE.
 CX1816'
 CX1816'THE STATION IS LOCATED ABOUT 64.4 KM (40 MI)
 CX1816'NORTH-NORTHEAST OF DEMING,
 CX1816'37.0 KM (23 MI) NORTH-NORTHWEST OF LAS CRUCES AND
 CX1816'19.3 KM (12 MI) SOUTH OF HATCH.
 CX1816'OWNERSHIP--CORRALITOS RANCH, LAS CRUCES NM.
 CX1816'
 CX1816'TO REACH THE STATION FROM INTERSTATE HIGHWAY 10 EXIT 127, WHICH IS
 CX1816'LOCATED ABOUT 19.3 KM (12 MI) WEST OF LAS CRUCES, GO
 CX1816'EAST FOR 2.3 KM (1.4 MI) ON THE NORTH FRONTAGE ROAD TO A PAVED ROAD
 CX1816'LEFT AND OVERHEAD SIGN (CORRALITOS RANCH).
 CX1816'TURN LEFT AND GO NORTH FOR 17.7 KM (11.0 MI) ON COUNTY ROAD 9,
 CX1816'PASSING CORRALS AND HOUSE, TO A SHARP CURVE LEFT, LEADING TO A
 CX1816'MICROWAVE TOWER, AND A SIDE ROAD RIGHT.
 CX1816'TURN RIGHT AND GO 6.1 KM (3.8 MI) ON A DIRT ROAD TO A
 CX1816'FORK.  FOLLOW THE LEFT FORK AND GO 1.8 KM (1.1 MI) ON THE MAIN DIRT
 CX1816'ROAD TO A DIM CROSSROAD.  CONTINUE AHEAD FOR 6.8 KM (4.25 MI) ON THE
 CX1816'MAIN ROAD TO A SIGN (MAGDALENA PEAK 3 MI) ON THE RIGHT (NOTE, THE
 CX1816'ROAD WILL TURN LEFT AND START CLIMBING AT THIS POINT, 4-WHEEL DRIVE
 CX1816'IS REQUIRED FROM THIS POINT).  CONTINUE AHEAD FOR 3.4 KM (2.1 MI) ON
 CX1816'THE MAIN DIRT ROAD TO A SIDE ROAD LEFT.  TURN LEFT, PASS THROUGH
 CX1816'BARBED WIRE FENCE GATE WITH SIGN (HAZARDOUS MOUNTAIN ROAD), AND GO
 CX1816'UPHILL FOR 4.2 KM (2.6 MI) ON THE ROCK AND DIRT ROAD, ON SOUTH SIDE
 CX1816'OF MESA, TO THE TOP OF HILL AND AN OBSERVATORY ON LEFT, WHITE
 CX1816'CONCRETE BUILDING ON RIGHT (CONCRETE WALKWAY CONNECTING BUILDINGS).
 CX1816'CONTINUE AHEAD FOR 30 METERS (100 FT), CROSSING WALKWAY, TO THE
 CX1816'STATION, SURROUNDED BY A 0.6-METER HIGH ROCK RING.
 CX1816'
 CX1816'THE STATION IS A STANDARD CGS DISK
 CX1816'STAMPED---FLAT TOP 1934 6623---,
 CX1816'SET INTO A DRILL HOLE IN ROCK OUTCROP OF 1.0 METERS LARGEST
 CX1816'DIMENSION.  LOCATED
 CX1816'36.1 METERS (118.6 FT) WEST FROM THE NORTH DOOR OF OBSERVATORY,
 CX1816'29.9 METERS (98.0 FT) SOUTH FROM THE SOUTHEAST CORNER OF THE WHITE
 CX1816'CONCRETE BLOCK BUILDING,
 CX1816'15.5 METERS (50.9 FT) EAST FROM THE WEST EDGE OF CLIFF AND
 CX1816'15.5 METERS (50.9 FT) NORTH FROM THE SOUTH EDGE OF CLIFF.
 CX1816'
 CX1816'NEW MEXICO FAA - FEBRUARY, 1988.
 CX1816'
 CX1816'THIS STATION SUITABLE FOR GPS SURVEYS.
 CX1816'
 CX1816'DESCRIBED BY R.W. MCALLISTER.
 CX1816
 CX1816                          STATION RECOVERY (1991)
 CX1816
 CX1816'RECOVERY NOTE BY CITY OF LAS CRUCES NEW MEXICO 1991
 CX1816'THE STATION IS LOCATED ABOUT 64.4 KM (40 MI)
 CX1816'NORTH-NORTHEAST OF DEMING,
 CX1816'37.0 KM (23 MI) NORTH-NORTHWEST OF LAS CRUCES AND
 CX1816'19.3 KM (12 MI) SOUTH OF HATCH.
 CX1816'OWNERSHIP--CORRALITOS RANCH, LAS CRUCES NM.
 CX1816'TO REACH THE STATION FROM INTERSTATE HIGHWAY 10 EXIT 127, WHICH IS
 CX1816'LOCATED ABOUT 19.3 KM (12 MI) WEST OF LAS CRUCES, GO
 CX1816'EAST FOR 2.3 KM (1.4 MI) ON THE NORTH FRONTAGE ROAD TO A PAVED ROAD
 CX1816'LEFT AND OVERHEAD SIGN (CORRALITOS RANCH).
 CX1816'TURN LEFT AND GO NORTH FOR 17.7 KM (11.0 MI) ON COUNTY ROAD 9,
 CX1816'PASSING CORRALS AND HOUSE, TO A SHARP CURVE LEFT, LEADING TO A
 CX1816'MICROWAVE TOWER, AND A SIDE ROAD RIGHT.
 CX1816'TURN RIGHT AND GO 6.1 KM (3.8 MI) ON A DIRT ROAD TO A
 CX1816'FORK.  FOLLOW THE LEFT FORK AND GO 1.8 KM (1.1 MI) ON THE MAIN DIRT
 CX1816'ROAD TO A DIM CROSSROAD.  CONTINUE AHEAD FOR 6.8 KM (4.25 MI) ON THE
 CX1816'MAIN ROAD TO A SIGN (MAGDALENA PEAK 3 MI) ON THE RIGHT (NOTE, THE
 CX1816'ROAD WILL TURN LEFT AND START CLIMBING AT THIS POINT, 4-WHEEL DRIVE
 CX1816'IS REQUIRED FROM THIS POINT).  CONTINUE AHEAD FOR 3.4 KM (2.1 MI) ON
 CX1816'THE MAIN DIRT ROAD TO A SIDE ROAD LEFT.  TURN LEFT, PASS THROUGH
 CX1816'BARBED WIRE FENCE GATE WITH SIGN (HAZARDOUS MOUNTAIN ROAD), AND GO
 CX1816'UPHILL FOR 4.2 KM (2.6 MI) ON THE ROCK AND DIRT ROAD, ON SOUTH SIDE
 CX1816'OF MESA, TO THE TOP OF HILL AND AN OBSERVATORY ON LEFT, WHITE
 CX1816'CONCRETE BUILDING ON RIGHT (CONCRETE WALKWAY CONNECTING BUILDINGS).
 CX1816'CONTINUE AHEAD FOR 30 METERS (100 FT), CROSSING WALKWAY, TO THE
 CX1816'STATION, SURROUNDED BY A 0.6-METER HIGH ROCK RING.
 CX1816'THE STATION IS A STANDARD CGS DISK
 CX1816'STAMPED---FLAT TOP 1934 6623---,
 CX1816'SET INTO A DRILL HOLE IN ROCK OUTCROP OF 1.0 METERS LARGEST
 CX1816'DIMENSION.  LOCATED
 CX1816'36.1 METERS (118.6 FT) WEST FROM THE NORTH DOOR OF OBSERVATORY,
 CX1816'29.9 METERS (98.0 FT) SOUTH FROM THE SOUTHEAST CORNER OF THE WHITE
 CX1816'CONCRETE BLOCK BUILDING,
 CX1816'15.5 METERS (50.9 FT) EAST FROM THE WEST EDGE OF CLIFF AND
 CX1816'15.5 METERS (50.9 FT) NORTH FROM THE SOUTH EDGE OF CLIFF.
 CX1816'THIS STATION SUITABLE FOR GPS SURVEYS.
 CX1816'DESCRIBED BY R.W. MCALLISTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1518 ***********************************************************************
 CX1518  DESIGNATION -  FLATS
 CX1518  PID         -  CX1518
 CX1518  STATE/COUNTY-  NM/DONA ANA
 CX1518  USGS QUAD   -  HEART OF THE SANDS NW (1982)
 CX1518
 CX1518                         *CURRENT SURVEY CONTROL
 CX1518  ___________________________________________________________________
 CX1518* NAD 83(1992)-  32 57 26.94042(N)    106 25 38.36169(W)     ADJUSTED  
 CX1518* NAVD 88     -      1192.09   (+/-2cm)    3911.0    (feet)  VERTCON   
 CX1518  ___________________________________________________________________
 CX1518  LAPLACE CORR-          -1.36  (seconds)                    DEFLEC99
 CX1518  GEOID HEIGHT-         -23.27  (meters)                     GEOID03
 CX1518
 CX1518  HORZ ORDER  -  FIRST
 CX1518  VERT ORDER  -  THIRD ? (See Below)
 CX1518
 CX1518.The horizontal coordinates were established by classical geodetic methods
 CX1518.and adjusted by the National Geodetic Survey in December 1993..
 CX1518
 CX1518.The NAVD 88 height was computed by applying the VERTCON shift value to
 CX1518.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CX1518.The vertical order pertains to the NGVD 29 superseded value.
 CX1518
 CX1518.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1518
 CX1518.The geoid height was determined by GEOID03.
 CX1518
 CX1518;                    North         East     Units Scale Factor Converg.
 CX1518;SPC NM C     -   217,050.711   483,422.328   MT  0.99990339   -0 05 47.3
 CX1518;SPC NM C     -   712,107.21  1,586,028.09   sFT  0.99990339   -0 05 47.3
 CX1518;UTM  13      - 3,647,477.648   366,595.872   MT  0.99981943   -0 46 35.8
 CX1518
 CX1518!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1518!SPC NM C     -   0.99981653  x   0.99990339  =   0.99971994
 CX1518!UTM  13      -   0.99981653  x   0.99981943  =   0.99963599
 CX1518
 CX1518|---------------------------------------------------------------------|
 CX1518| PID    Reference Object                     Distance      Geod. Az  |
 CX1518|                                                           dddmmss.s |
 CX1518| CC7396 FLATS RM                             30.334 METERS 09636     |
 CX1518| CC7397 FLATS RM 3                           23.605 METERS 10650     |
 CX1518| CX1519 HYPER B                             APPROX. 1.4 KM 3391816.5 |
 CX1518|---------------------------------------------------------------------|
 CX1518
 CX1518                          SUPERSEDED SURVEY CONTROL
 CX1518
 CX1518  NAD 83(1986)-  32 57 26.94702(N)    106 25 38.36395(W) AD(       ) 1
 CX1518  NAD 27      -  32 57 26.64827(N)    106 25 36.35850(W) AD(       ) 1
 CX1518  NGVD 29 (07/19/86) 1191.49   (m)         3909.1    (f) LEVELING    3  
 CX1518
 CX1518.Superseded values are not recommended for survey control.
 CX1518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1518.See file dsdata.txt to determine how the superseded data were derived.
 CX1518
 CX1518_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS6659647478(NAD 83)
 CX1518_MARKER: DD = SURVEY DISK
 CX1518_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX1518
 CX1518  HISTORY     - Date     Condition        Report By
 CX1518  HISTORY     - 1968     MONUMENTED       DMA
 CX1518
 CX1518                          STATION DESCRIPTION
 CX1518
 CX1518'DESCRIBED BY DEFENSE MAP AGENCY 1968 (JBJ)
 CX1518'THE STATION IS ABOUT 18-1/2 MILES NORTHWEST OF THE SOUTH END OF THE
 CX1518'HOLLOMAN AIR FORCE BASE HIGH SPEED TEST TRACK, 16 MILES
 CX1518'SOUTH-SOUTHEAST OF RHODES CANYON RANGE CENTER, AND 6 MILES EAST OF
 CX1518'ROUTE 7.
 CX1518'
 CX1518'TO REACH THE STATION FROM THE SOUTH END OF THE HOLLOMAN AIR FORCE
 CX1518'BASE HIGH SPEED TEST TRACK, GO WESTERLY ON ROAD 303 FOR 9.2 MILES TO
 CX1518'A GUARD SHACK ON THE LEFT AND A FORK.  TAKE THE RIGHT FORK AND
 CX1518'GO NORTHWEST AND NORTH FOR 4.2 MILES TO WHERE THE ROAD TURNS
 CX1518'SHARP LEFT AND A BUILDING NUMBERED 29015.  TURN LEFT AND GO
 CX1518'SOUTHWEST FOR 4.7 MILES TO THE SOUTH END OF NORTHRUP STRIP.  TURN
 CX1518'RIGHT AND GO NORTHERLY ALONG THE WEST SIDE OF THE STRIP FOR 4.4
 CX1518'MILES.  AT THIS POINT TURN LEFT AND GO WEST ACROSS SAND FLATS FOR
 CX1518'0.4 MILE TO THE STATION.
 CX1518'
 CX1518'THE STATION MARK IS A WHITE SANDS PROVING GROUNDS GEODETIC CONTROL
 CX1518'F.D.L. DISK, STAMPED FLATS 1954, SET IN THE TOP OF A 10-INCH SQUARE
 CX1518'CONCRETE POST, THAT PROJECTS 4 INCHES ABOVE THE GROUND.
 CX1518'
 CX1518'FLATS WSPG RM IS A WHITE SANDS PROVING GROUNDS GEODETIC CONTROL
 CX1518'F.D.L. REFERENCE MARK DISK, STAMPED FLATS 1954, SET IN THE TOP OF A
 CX1518'10-INCH SQUARE CONCRETE POST, THAT PROJECTS 3 INCHES ABOVE THE
 CX1518'GROUND.  IT IS ABOUT THE SAME ELEVATION AS THE STATION.
 CX1518'
 CX1518'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED FLATS WSPG NO 3 1968,
 CX1518'SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 CX1518'PROJECTS 8 INCHES ABOVE THE GROUND.  IT IS ABOUT THE SAME
 CX1518'ELEVATION AS THE STATION.
 CX1518'
 CX1518'TRIANGULATION STATION HYPER B 1964 WILL SERVE AS THE AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0920 ***********************************************************************
 DR0920  DESIGNATION -  FLO
 DR0920  PID         -  DR0920
 DR0920  STATE/COUNTY-  NM/CHAVES
 DR0920  USGS QUAD   -  ROCK HOUSE CANYON (1982)
 DR0920
 DR0920                         *CURRENT SURVEY CONTROL
 DR0920  ___________________________________________________________________
 DR0920* NAD 83(1992)-  33 43 39.94945(N)    104 42 18.56109(W)     ADJUSTED  
 DR0920* NAVD 88     -      1344.2    (meters)    4410.     (feet)  VERTCON   
 DR0920  ___________________________________________________________________
 DR0920  LAPLACE CORR-          -3.48  (seconds)                    DEFLEC99
 DR0920  GEOID HEIGHT-         -23.04  (meters)                     GEOID03
 DR0920
 DR0920  HORZ ORDER  -  SECOND
 DR0920
 DR0920.The horizontal coordinates were established by classical geodetic methods
 DR0920.and adjusted by the National Geodetic Survey in December 1993..
 DR0920
 DR0920.The NAVD 88 height was computed by applying the VERTCON shift value to
 DR0920.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DR0920
 DR0920.The Laplace correction was computed from DEFLEC99 derived deflections.
 DR0920
 DR0920.The geoid height was determined by GEOID03.
 DR0920
 DR0920;                    North         East     Units Scale Factor Converg.
 DR0920;SPC NM E     -   302,525.272   130,543.101   MT  0.99992372   -0 12 23.2
 DR0920;SPC NM E     -   992,535.00    428,290.16   sFT  0.99992372   -0 12 23.2
 DR0920;UTM  13      - 3,732,010.652   527,314.816   MT  0.99960920   +0 09 49.4
 DR0920
 DR0920!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR0920!SPC NM E     -   0.99979264  x   0.99992372  =   0.99971637
 DR0920!UTM  13      -   0.99979264  x   0.99960920  =   0.99940192
 DR0920
 DR0920|---------------------------------------------------------------------|
 DR0920| PID    Reference Object                     Distance      Geod. Az  |
 DR0920|                                                           dddmmss.s |
 DR0920| CJ6367 FLO RM 1                             12.537 METERS 20043     |
 DR0920| DR0921 RON                                 APPROX. 4.3 KM 2744512.5 |
 DR0920| CJ6368 FLO RM 2                             11.961 METERS 31127     |
 DR0920|---------------------------------------------------------------------|
 DR0920
 DR0920                          SUPERSEDED SURVEY CONTROL
 DR0920
 DR0920  NAD 83(1986)-  33 43 39.95434(N)    104 42 18.55789(W) AD(       ) 2
 DR0920  NAD 27      -  33 43 39.64783(N)    104 42 16.64322(W) AD(       ) 2
 DR0920  NGVD 29 (07/19/86) 1343.6    (m)         4408.     (f) VERT ANG       
 DR0920
 DR0920.Superseded values are not recommended for survey control.
 DR0920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0920.See file dsdata.txt to determine how the superseded data were derived.
 DR0920
 DR0920_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SET2731532011(NAD 83)
 DR0920_MARKER: DD = SURVEY DISK
 DR0920_SETTING: 66 = SET IN ROCK OUTCROP
 DR0920
 DR0920  HISTORY     - Date     Condition        Report By
 DR0920  HISTORY     - 1962     MONUMENTED       USGS
 DR0920  HISTORY     - 1967     GOOD             USGS
 DR0920
 DR0920                          STATION DESCRIPTION
 DR0920
 DR0920'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (WCN)
 DR0920'FOUND IN GOOD CONDITION.
 DR0920'
 DR0920'REVISED DESCRIPTION--
 DR0920'
 DR0920'THE STATION IS LOCATED N 24 DEG W ABOUT 25 MI. (AIRLINE) FROM
 DR0920'ROSWELL, NEW MEXICO.  S 24 DEG W., ABOUT 14 MI. (AIRLINE)
 DR0920'FROM THE JUNCTION OF U.S. HIGHWAY 285 AND STATE HIGHWAY 20.
 DR0920'STATION IS 4 MI. W OF THE FLORENCE MC KNIGHTS MACHO RANCH,
 DR0920'ON HIGHEST POINT OF LOW TOP, 7 FT. N. OF A USGS WITNESS SIGN
 DR0920'MOUNTED ON A METAL POST.  THE STATION SITE CAN BE LOCATED
 DR0920'FROM THE ROSWELL (NI 13-8) 1--250,000 SERIES MAP.
 DR0920'
 DR0920'STATION MARK--A USGS ALUMINUM TABLET SET IN A ROCK OUTCROP.
 DR0920'THE TABLET IS FLUSH WITH THE GROUND AND IS STAMPED FLO ET
 DR0920'1962, 1967.
 DR0920'
 DR0920'REFERENCE MARK NO. 1--A USGS BRONZE TABLET SET IN ROCK OUTCROP
 DR0920'FLUSH WITH THE GROUND AND STAMPED FLO ET RM NO. 1 1962, 1967.
 DR0920'
 DR0920'REFERENCE MARK NO. 2--A USGS BRONZE TABLET SET IN A ROCK OUTCROP
 DR0920'FLUSH WITH THE GROUND, AND STAMPED FLO ET RM NO. 2 1962, 1967.
 DR0920'
 DR0920'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND NO. 2 IS 66.13
 DR0920'FT. (20.156 METERS) HORIZONTAL DISTANCE.
 DR0920'
 DR0920'RON ET 1967 IS VISIBLE FROM THE GROUND, AT THIS STATION AND WILL
 DR0920'SERVE AS THE AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1882 ***********************************************************************
 CX1882  DESIGNATION -  FLORIDA RESET
 CX1882  PID         -  CX1882
 CX1882  STATE/COUNTY-  NM/LUNA
 CX1882  USGS QUAD   -  SOUTH PEAK (1965)
 CX1882
 CX1882                         *CURRENT SURVEY CONTROL
 CX1882  ___________________________________________________________________
 CX1882* NAD 83(1992)-  32 07 01.84382(N)    107 37 36.96893(W)     ADJUSTED  
 CX1882* NAVD 88     -      2145.7    (meters)    7040.     (feet)  VERTCON   
 CX1882  ___________________________________________________________________
 CX1882  LAPLACE CORR-           2.06  (seconds)                    DEFLEC99
 CX1882  GEOID HEIGHT-         -24.46  (meters)                     GEOID03
 CX1882
 CX1882  HORZ ORDER  -  FIRST
 CX1882
 CX1882.The horizontal coordinates were established by classical geodetic methods
 CX1882.and adjusted by the National Geodetic Survey in December 1993..
 CX1882
 CX1882.The NAVD 88 height was computed by applying the VERTCON shift value to
 CX1882.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CX1882
 CX1882.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1882
 CX1882.The geoid height was determined by GEOID03.
 CX1882
 CX1882;                    North         East     Units Scale Factor Converg.
 CX1882;SPC NM W     -   123,880.147   849,476.701   MT  0.99992134   +0 06 35.0
 CX1882;SPC NM W     -   406,430.12  2,786,991.48   sFT  0.99992134   +0 06 35.0
 CX1882;UTM  13      - 3,556,446.248   252,149.927   MT  1.00035763   -1 23 50.4
 CX1882
 CX1882!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1882!SPC NM W     -   0.99966705  x   0.99992134  =   0.99958842
 CX1882!UTM  13      -   0.99966705  x   1.00035763  =   1.00002456
 CX1882
 CX1882|---------------------------------------------------------------------|
 CX1882| PID    Reference Object                     Distance      Geod. Az  |
 CX1882|                                                           dddmmss.s |
 CX1882| CC7400 FLORIDA RM E                          4.419 METERS 08154     |
 CX1882| CC7398 FLORIDA AZ MK                                      1213233.2 |
 CX1882| CC7401 FLORIDA RM S CROSS                    4.582 METERS 16634     |
 CX1882| CC7399 FLORIDA RM 3                          5.222 METERS 31716     |
 CX1882| CX1898 DEMING CITY WATER WORKS             APPROX.21.5 KM 3215821.0 |
 CX1882|---------------------------------------------------------------------|
 CX1882
 CX1882                          SUPERSEDED SURVEY CONTROL
 CX1882
 CX1882  NAD 83(1986)-  32 07 01.84447(N)    107 37 36.96679(W) AD(       ) 1
 CX1882  NAD 27      -  32 07 01.51388(N)    107 37 34.87843(W) AD(       ) 1
 CX1882  NGVD 29 (07/19/86) 2145.0    (m)         7037.     (f) VERT ANG       
 CX1882
 CX1882.Superseded values are not recommended for survey control.
 CX1882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1882.See file dsdata.txt to determine how the superseded data were derived.
 CX1882
 CX1882_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBR5215056446(NAD 83)
 CX1882_MARKER: DD = SURVEY DISK
 CX1882_SETTING: 66 = SET IN ROCK OUTCROP
 CX1882
 CX1882  HISTORY     - Date     Condition        Report By
 CX1882  HISTORY     - 1945     MONUMENTED       CGS
 CX1882  HISTORY     - 1936     GOOD             CGS
 CX1882  HISTORY     - 1945     SEE DESCRIPTION  CGS
 CX1882
 CX1882                          STATION DESCRIPTION
 CX1882
 CX1882'DESCRIBED BY COAST AND GEODETIC SURVEY 1936
 CX1882'STATION IS 13.5 MILES AIRLINE SE OF DEMING, ON THE BIG FLORIDA
 CX1882'MOUNTAINS, IN SEC. 24, T. 25 S., R. 8 W., ON A FLAT-TOP,
 CX1882'INCONSPICUOUS KNOB NEAR THE CENTER OF THE SADDLE BETWEEN
 CX1882'THE HIGH, ROCK PEAK ON THE N END OF THE MOUNTAIN AND THE
 CX1882'ROUND-TOP PEAK TO THE S.  IT IS ABOUT 500 METERS (1,640 FEET)
 CX1882'S OF THE HIGH, ROCK PEAK AND 400 METERS (1,312 FEET) N OF THE
 CX1882'ROUND-TOP PEAK.
 CX1882'
 CX1882'TO REACH THE STATION, TURN S ON U.S. HIGHWAY 80 AT A POINT
 CX1882'12.3 MILES E FROM THE MAIN INTERSECTION IN DEMING, AND FOLLOW
 CX1882'THE GRADED DIRT ROAD 6.2 MILES TO THE BIRCHFIELD RANCH, AND
 CX1882'GO ABOUT 7 MILES FARTHER TO MR. ENGLISHS CAMP NEAR THE S END
 CX1882'OF THE MOUNTAIN.  FROM HERE IT IS ABOUT A 2-HOUR PACK UP
 CX1882'THE MOUNTAIN NW TO THE STATION.
 CX1882'
 CX1882'THE STATION WAS MARKED WITH A BRONZE STATION DISK SET IN A DRILL
 CX1882'HOLE IN OUTCROPPING ROCK.  IN 1933 THE DISK WAS FOUND BROKEN
 CX1882'OFF AND THE STEM REMAINING IN THE HOLE.
 CX1882'
 CX1882'THE REFERENCE MARK, A CROSS CUT IN THE ROCK, IS 4.59 METERS
 CX1882'(15.1 FEET) FROM THE STATION.  IN
 CX1882'1936 THE STATION WAS RECOVERED AS FOUND IN 1933 AND A NEW
 CX1882'REFERENCE MARK, A BRONZE REFERENCE DISK SET IN OUTCROPPING
 CX1882'ROCK, WAS ESTABLISHED 4.417 METERS (14.49 FEET) FROM THE
 CX1882'STATION.
 CX1882
 CX1882                          STATION RECOVERY (1945)
 CX1882
 CX1882'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (RAM)
 CX1882'THE STEM OF THE STATION DISK AND A REFERENCE MARK WERE RECOVERED.
 CX1882'THE STEM WAS REMOVED, AND A NEW STATION MARK WAS SET IN THE
 CX1882'DRILL HOLE.  A REFERENCE MARK AND AN AZIMUTH MARK WERE ALSO
 CX1882'SET AS NOTED BELOW.  THE CROSS IN ROCK (REFERENCE MARK) WAS
 CX1882'ALSO RECOVERED.
 CX1882'
 CX1882'THE STATION IS 13-1/2 MILES, AIRLINE, SE OF DEMING ON THE
 CX1882'BIG FLORIDA MOUNTAINS.  IT IS LOCATED ON A FLAT-TOP, INCONSPICUOUS
 CX1882'KNOB NEAR THE CENTER OF THE SADDLE BETWEEN THE HIGH, ROCK PEAK
 CX1882'ON THE N END OF THE MOUNTAIN AND THE ROUND-TOP PEAK TO THE S.
 CX1882'
 CX1882'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY
 CX1882'80 AND STATE HIGHWAY 11 IN DEMING, GO E ON HIGHWAY 80 FOR
 CX1882'6.6 MILES TO A GRADED ROAD ON THE RIGHT (S).  TURN RIGHT AND
 CX1882'GO 3.6 MILES TO A T-ROAD RIGHT.  CONTINUE STRAIGHT AHEAD
 CX1882'FOR 0.65 MILE TO A FORK.  TAKE THE RIGHT FORK AND GO 7.8
 CX1882'MILES TO A CATTLE GUARD.  CONTINUE FOR 0.5 MILE TO A TRACK
 CX1882'ROAD ON THE RIGHT.  TURN RIGHT ON THE TRACK ROAD AND GO 1.05
 CX1882'MILES TO A FORK.  TAKE THE LEFT FORK (WINDMILL TO RIGHT HERE)
 CX1882'AND GO 0.85 MILE TO A MINING CAMP AND THE END OF TRUCK
 CX1882'TRAVEL.  FROM HERE PACK UP THE TRAIL AT THE LEFT OF THE MINE
 CX1882'BUILDINGS.  FOLLOW THE MAIN TRAIL UP TO THE MINE SHAFT.  THE
 CX1882'AZIMUTH MARK IS MARKED BY A CAIRN ALONG THE TRAIL, ABOUT 20
 CX1882'MINUTES PACK FROM THE END OF TRUCK TRAVEL.  FROM THIS
 CX1882'CAIRN ANOTHER CAIRN NEAR THE AZIMUTH MARK IS VISIBLE.  FROM THE
 CX1882'MINE PACK UP LEFT SIDE OF CANYON TO A POINT JUST BELOW A
 CX1882'SMOOTH ROCK OUTCROP ON THE RIGHT SIDE OF THE CANYON.
 CX1882'HERE CROSS THE CANYON AND TOP OUT ON THE RIGHT TO THE
 CX1882'RIGHT.  FROM HERE THE STATION APPEARS AS THE THIRD KNOB
 CX1882'FROM THE LEFT OF A GROUP OF KNOBS.  FROM HERE PACK UP THE
 CX1882'RIGHT (N) SIDE OF THE RIDGE.  A RIDGE COMING DOWN FROM THE
 CX1882'STATION KNOB WILL SOON BE SEEN ON THE RIGHT.  AT THE POINT WHERE
 CX1882'THIS RIDGE RISES FROM THE CANYON ON THE RIGHT CROSS THE
 CX1882'CANYON AND PACK UP THE RIDGE TO THE STATION ON THE HIGHEST
 CX1882'POINT OF THE KNOB.
 CX1882'
 CX1882'THE STATION IS MARKED BY A BRONZE STATION DISK, STAMPED FLORIDA
 CX1882'NO 2 1945 AND CEMENTED IN CONCRETE IN THE DRILL HOLE FROM
 CX1882'WHICH THE STEM OF THE PREVIOUS STATION MARK HAD BEEN REMOVED.
 CX1882'MARK IS SET IN BEDROCK.
 CX1882'
 CX1882'THE FIRST REFERENCE MARK IS A CROSS CUT IN THE ROCK.  IT IS S OF
 CX1882'THE STATION AND ABOUT THE SAME LEVEL.
 CX1882'
 CX1882'ANOTHER REFERENCE MARK IS E OF THE STATION AND ABOUT 2 FEET
 CX1882'LOWER.  IT IS MARKED BY A BRONZE REFERENCE DISK, STAMPED
 CX1882'FLORIDA 1909 1936 AND APPARENTLY SET IN A DRILL HOLE IN BEDROCK.
 CX1882'
 CX1882'REFERENCE MARK 3 IS NW OF THE STATION AND ABOUT 1-1/2 FEET
 CX1882'HIGHER.  IT IS MARKED BY A BRONZE REFERENCE DISK, STAMPED
 CX1882'FLORIDA NO 3 1945 AND CEMENTED IN A DRILL HOLE IN BEDROCK.
 CX1882'
 CX1882'THE AZIMUTH MARK IS ABOUT 1/2 MILE SE OF THE STATION ON THE
 CX1882'STEEP SLOPE OF A SHARP RIDGE WHICH EXTENDS E.  IT IS ABOUT
 CX1882'150 FEET UP THE SLOPE FROM THE MINE TRAIL MENTIONED ABOVE,
 CX1882'AND IT IS 8 FEET S OF A 3-FOOT ROCK CAIRN.  IT IS MARKED BY
 CX1882'A BRONZE AZIMUTH DISK, STAMPED FLORIDA 1945, CEMENTED IN
 CX1882'DRILL HOLE IN BEDROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0919 ***********************************************************************
 CY0919  DESIGNATION -  FLORY
 CY0919  PID         -  CY0919
 CY0919  STATE/COUNTY-  NM/GRANT
 CY0919  USGS QUAD   -  FORT BAYARD (1992)
 CY0919
 CY0919                         *CURRENT SURVEY CONTROL
 CY0919  ___________________________________________________________________
 CY0919* NAD 83(1992)-  32 50 01.30382(N)    108 11 48.35110(W)     ADJUSTED  
 CY0919* NAVD 88     -      2149.0    (meters)    7051.     (feet)  VERTCON   
 CY0919  ___________________________________________________________________
 CY0919  LAPLACE CORR-           2.56  (seconds)                    DEFLEC99
 CY0919  GEOID HEIGHT-         -23.40  (meters)                     GEOID03
 CY0919
 CY0919  HORZ ORDER  -  THIRD
 CY0919
 CY0919.The horizontal coordinates were established by classical geodetic methods
 CY0919.and adjusted by the National Geodetic Survey in December 1993..
 CY0919
 CY0919.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0919.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0919
 CY0919.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY0919
 CY0919.The geoid height was determined by GEOID03.
 CY0919
 CY0919;                    North         East     Units Scale Factor Converg.
 CY0919;SPC NM W     -   203,371.621   795,975.384   MT  0.99993094   -0 11 49.4
 CY0919;SPC NM W     -   667,228.39  2,611,462.57   sFT  0.99993094   -0 11 49.4
 CY0919;UTM  12      - 3,636,332.778   762,400.243   MT  1.00044908   +1 31 14.8
 CY0919
 CY0919!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY0919!SPC NM W     -   0.99966638  x   0.99993094  =   0.99959734
 CY0919!UTM  12      -   0.99966638  x   1.00044908  =   1.00011531
 CY0919
 CY0919:                Primary Azimuth Mark                     Grid Az
 CY0919:SPC NM W     -  PINOS                                    306 56 08.5
 CY0919:UTM  12      -  PINOS                                    305 13 04.3
 CY0919
 CY0919|---------------------------------------------------------------------|
 CY0919| PID    Reference Object                     Distance      Geod. Az  |
 CY0919|                                                           dddmmss.s |
 CY0919| CY0913 PINOS                               APPROX. 5.2 KM 3064419.1 |
 CY0919|---------------------------------------------------------------------|
 CY0919
 CY0919                          SUPERSEDED SURVEY CONTROL
 CY0919
 CY0919  NAD 83(1986)-  32 50 01.30123(N)    108 11 48.35152(W) AD(       ) 3
 CY0919  NAD 27      -  32 50 01.03365(N)    108 11 46.18200(W) AD(       ) 3
 CY0919  NGVD 29 (07/19/86) 2148.1    (m)         7048.     (f) VERT ANG       
 CY0919
 CY0919.Superseded values are not recommended for survey control.
 CY0919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0919.See file dsdata.txt to determine how the superseded data were derived.
 CY0919
 CY0919_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYB6240036333(NAD 83)
 CY0919_MARKER: DD = SURVEY DISK
 CY0919_SETTING: 80 = SET IN A BOULDER
 CY0919_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0919+STABILITY: SURFACE MOTION
 CY0919
 CY0919  HISTORY     - Date     Condition        Report By
 CY0919  HISTORY     - 1945     MONUMENTED       USGS
 CY0919
 CY0919                          STATION DESCRIPTION
 CY0919
 CY0919'DESCRIBED BY US GEOLOGICAL SURVEY 1945
 CY0919'LOCATED 6.5 MI. (AIRLINE) NE. OF SILVER CITY, IN NW. 1/4 OF SEC. 16,
 CY0919'T 17 S, R 13 W, ON PROMINENT HILL COVERED WITH SCATTERED CEDAR TREES,
 CY0919'AND ON LAND OWNED BY ANDY FLORY.
 CY0919'
 CY0919'TO REACH FROM JUNCTION OF PINOS ALTOS ROAD AND U.S. HIGHWAY 260, ABOUT
 CY0919'2 MI. E. OF SILVER CITY, GO E. ON HIGHWAY FOR 3.4 MI., TURN N. THROUGH
 CY0919'GATE ON RANCH RD. AND FOLLOW MAIN RD. N. FOR 2.1 MI. TO FLORY RANCH
 CY0919'HOUSE, PASS THROUGH GATE W. OF BARN AND FOLLOW OLD RD. N. FOR 0.8 MI.,
 CY0919'LEAVE CAR AND GO 0.75 MI. E. TO HIGH TOP.  STATION IS ON S. END OF
 CY0919'SMALL N-S. TOP.  GROUND ABOUT 50 FT. N. IS 2 FT. HIGHER.
 CY0919'
 CY0919'STATION MARK--STANDARD TABLET, STAMPED ---FLORY 1945---, AND CEMENTED
 CY0919'IN LARGE BOULDER.
 CY0919'
 CY0919'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1609 ***********************************************************************
 CX1609  DESIGNATION -  FLOWER
 CX1609  PID         -  CX1609
 CX1609  STATE/COUNTY-  NM/OTERO
 CX1609  USGS QUAD   -  WHITE SANDS NE (1955)
 CX1609
 CX1609                         *CURRENT SURVEY CONTROL
 CX1609  ___________________________________________________________________
 CX1609* NAD 83(1992)-  32 27 53.79514(N)    106 19 21.90421(W)     ADJUSTED  
 CX1609* NAVD 88     -      1221.33   (+/-2cm)    4007.0    (feet)  VERTCON   
 CX1609  ___________________________________________________________________
 CX1609  LAPLACE CORR-           1.50  (seconds)                    DEFLEC99
 CX1609  GEOID HEIGHT-         -23.63  (meters)                     GEOID03
 CX1609
 CX1609  HORZ ORDER  -  FIRST
 CX1609  VERT ORDER  -  THIRD ? (See Below)
 CX1609
 CX1609.The horizontal coordinates were established by classical geodetic methods
 CX1609.and adjusted by the National Geodetic Survey in December 1993..
 CX1609
 CX1609.The NAVD 88 height was computed by applying the VERTCON shift value to
 CX1609.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CX1609.The vertical order pertains to the NGVD 29 superseded value.
 CX1609
 CX1609.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1609
 CX1609.The geoid height was determined by GEOID03.
 CX1609
 CX1609;                    North         East     Units Scale Factor Converg.
 CX1609;SPC NM C     -   162,422.151   493,161.113   MT  0.99990058   -0 02 20.6
 CX1609;SPC NM C     -   532,880.01  1,617,979.42   sFT  0.99990058   -0 02 20.6
 CX1609;UTM  13      - 3,592,743.361   375,688.956   MT  0.99979056   -0 42 36.4
 CX1609
 CX1609!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1609!SPC NM C     -   0.99981198  x   0.99990058  =   0.99971258
 CX1609!UTM  13      -   0.99981198  x   0.99979056  =   0.99960258
 CX1609
 CX1609:                Primary Azimuth Mark                     Grid Az
 CX1609:SPC NM C     -  GROUND RECEIVER STATION NO 5             000 21 08.7
 CX1609:UTM  13      -  GROUND RECEIVER STATION NO 5             001 01 24.5
 CX1609
 CX1609|---------------------------------------------------------------------|
 CX1609| PID    Reference Object                     Distance      Geod. Az  |
 CX1609|                                                           dddmmss.s |
 CX1609| CX1608 GROUND RECEIVER STATION NO 5        APPROX. 0.7 KM 0001848.1 |
 CX1609| CX1607 GROUND RECEIVER STATION NO 9        486.252 METERS 0012009.9 |
 CX1609| CX0313 GEORGE                              APPROX. 8.8 KM 0402357.7 |
 CX1609| CX1591 GROUND RECEIVER STATION NO 12       APPROX. 2.1 KM 0593325.0 |
 CX1609| CX1603 GROUND RECEIVER STATION NO 10       246.030 METERS 06343     |
 CX1609| CX1597 GROUND RECEIVER STATION NO 8        APPROX. 0.8 KM 0763643.9 |
 CX1609| CC7402 FLOWER RM 1                          15.035 METERS 23218     |
 CX1609| CC7403 FLOWER RM 2                          16.308 METERS 34742     |
 CX1609|---------------------------------------------------------------------|
 CX1609
 CX1609                          SUPERSEDED SURVEY CONTROL
 CX1609
 CX1609  NAD 83(1986)-  32 27 53.80153(N)    106 19 21.90344(W) AD(       ) 1
 CX1609  NAD 27      -  32 27 53.47072(N)    106 19 19.93532(W) AD(       ) 1
 CX1609  NGVD 29 (07/19/86) 1220.74   (m)         4005.0    (f) LEVELING    3  
 CX1609
 CX1609.Superseded values are not recommended for survey control.
 CX1609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1609.See file dsdata.txt to determine how the superseded data were derived.
 CX1609
 CX1609_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR7568992743(NAD 83)
 CX1609_MARKER: DS = TRIANGULATION STATION DISK
 CX1609_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX1609
 CX1609  HISTORY     - Date     Condition        Report By
 CX1609  HISTORY     - 1965     MONUMENTED       CGS
 CX1609
 CX1609                          STATION DESCRIPTION
 CX1609
 CX1609'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (JCC)
 CX1609'STATION IS LOCATED ABOUT 11.0 MILES NORTHEAST OF WHITE SANDS MISSILE
 CX1609'RANGE HEADQUARTERS, ABOUT 6.0 MILES EAST OF U. S. HIGHWAY 70 AND
 CX1609'ABOUT 175 FEET NORTH OF WSMR ROUTE 250 ON A SMALL MOUND WITH A
 CX1609'WHITE ASTRODOME ON A 20 FOOT PEDESTAL.
 CX1609'
 CX1609'TO REACH THE STATION FROM WHITE SANDS MISSILE RANGE HEADQUARTERS, GO
 CX1609'EAST ON WSMR ROUTE 2 FOR 2.2 MILES TO A FORK AND WSMR ROUTE 250.
 CX1609'TAKE LEFT FORK AND GO NORTHEAST ON GRAVELED ROAD (WSMR ROUTE 250)
 CX1609'FOR 9.6 MILES TO THE ASTRODOME ON THE LEFT AND THE STATION AS
 CX1609'DESCRIBED.
 CX1609'
 CX1609'STATION MARK IS A STANDARD DISK SET IN CONCRETE, 12 FEET SOUTHWEST
 CX1609'OF THE NORTHEAST LEG AND 3 FEET SOUTHEAST OF THE NORTHWEST LEG.  IT
 CX1609'IS STAMPED FLOWER 1964 AND PROJECTS 3 INCHES ABOVE THE GROUND.
 CX1609'
 CX1609'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN CONCRETE, 41.5 FEET
 CX1609'SOUTHWEST OF THE SOUTHWEST LEG OF THE ASTRODOME PEDESTAL.  IT IS
 CX1609'STAMPED FLOWER NO 1 1964 AND PROJECTS 4 INCHES ABOVE THE GROUND.
 CX1609'
 CX1609'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN CONCRETE, 54 FEET
 CX1609'NORTH OF THE NORTHWEST LEG OF THE ASTRODOME PEDESTAL.  IT IS STAMPED
 CX1609'FLOWER NO 2 1964 AND PROJECTS 5 INCHES ABOVE THE GROUND.
 CX1609'
 CX1609'HEIGHT OF LIGHT ABOVE STATION MARK 5.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0680 ***********************************************************************
 EQ0680  DESIGNATION -  FLOWERS WM
 EQ0680  PID         -  EQ0680
 EQ0680  STATE/COUNTY-  NM/TORRANCE
 EQ0680  USGS QUAD   -  MORIARTY SOUTH (1986)
 EQ0680
 EQ0680                         *CURRENT SURVEY CONTROL
 EQ0680  ___________________________________________________________________
 EQ0680* NAD 83(1992)-  34 56 27.92477(N)    106 04 11.32484(W)     ADJUSTED  
 EQ0680* NAVD 88     -      1891.     (meters)    6204.     (feet)  SCALED    
 EQ0680  ___________________________________________________________________
 EQ0680  LAPLACE CORR-          -1.50  (seconds)                    DEFLEC99
 EQ0680  GEOID HEIGHT-         -19.57  (meters)                     GEOID03
 EQ0680
 EQ0680  HORZ ORDER  -  THIRD
 EQ0680
 EQ0680.The horizontal coordinates were established by classical geodetic methods
 EQ0680.and adjusted by the National Geodetic Survey in December 1993..
 EQ0680
 EQ0680.The orthometric height was scaled from a topographic map.
 EQ0680
 EQ0680.The Laplace correction was computed from DEFLEC99 derived deflections.
 EQ0680
 EQ0680.The geoid height was determined by GEOID03.
 EQ0680
 EQ0680;                    North         East     Units Scale Factor Converg.
 EQ0680;SPC NM C     -   437,054.239   516,459.135   MT  0.99990334   +0 06 11.5
 EQ0680;SPC NM C     - 1,433,902.12  1,694,416.35   sFT  0.99990334   +0 06 11.5
 EQ0680;UTM  13      - 3,867,032.628   402,305.961   MT  0.99971763   -0 36 46.0
 EQ0680
 EQ0680!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EQ0680!SPC NM C     -   0.99970635  x   0.99990334  =   0.99960972
 EQ0680!UTM  13      -   0.99970635  x   0.99971763  =   0.99942407
 EQ0680
 EQ0680                          SUPERSEDED SURVEY CONTROL
 EQ0680
 EQ0680  NAD 83(1986)-  34 56 27.93641(N)    106 04 11.32662(W) AD(       ) 3
 EQ0680  NAD 27      -  34 56 27.75628(N)    106 04 09.24647(W) AD(       ) 3
 EQ0680
 EQ0680.Superseded values are not recommended for survey control.
 EQ0680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0680.See file dsdata.txt to determine how the superseded data were derived.
 EQ0680
 EQ0680_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDU0230667033(NAD 83)
 EQ0680_MARKER: 66 = WINDMILL
 EQ0680
 EQ0680  HISTORY     - Date     Condition        Report By
 EQ0680  HISTORY     - 1954     FIRST OBSERVED   USGS
 EQ0680
 EQ0680                          STATION DESCRIPTION
 EQ0680
 EQ0680'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 EQ0680'STATION IS LOCATED ABOUT 4.0 MI. (AIRLINE) S-SW. OF MORIARTY, NEW
 EQ0680'MEXICO, AT THE N. EDGE OF SEC. 11, T 8 N, R 8 E, AND 21 FT. W. OF A
 EQ0680'TANK.  INTERSECTED FROM STATIONS HIBNER, JOHNS, AND LOBO.
 EQ0680'
 EQ0680'STATION MARK--CENTER OF STEEL WINDMILL.
 EQ0680'
 EQ0680'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0250 ***********************************************************************
 DS0250  DESIGNATION -  FLOYD
 DS0250  PID         -  DS0250
 DS0250  STATE/COUNTY-  NM/SOCORRO
 DS0250  USGS QUAD   -  PINK PEAK (1982)
 DS0250
 DS0250                         *CURRENT SURVEY CONTROL
 DS0250  ___________________________________________________________________
 DS0250* NAD 83(1992)-  33 45 29.09809(N)    106 14 20.84840(W)     ADJUSTED  
 DS0250* NAVD 88     -      1909.329  (meters)    6264.19   (feet)  ADJUSTED  
 DS0250  ___________________________________________________________________
 DS0250  LAPLACE CORR-           1.67  (seconds)                    DEFLEC99
 DS0250  GEOID HEIGHT-         -21.04  (meters)                     GEOID03
 DS0250  DYNAMIC HT  -        1906.460 (meters)    6254.78  (feet)  COMP
 DS0250  MODELED GRAV-     979,065.8   (mgal)                       NAVD 88
 DS0250
 DS0250  HORZ ORDER  -  SECOND
 DS0250  VERT ORDER  -  SECOND    CLASS 0
 DS0250
 DS0250.The horizontal coordinates were established by classical geodetic methods
 DS0250.and adjusted by the National Geodetic Survey in December 1993..
 DS0250
 DS0250.The orthometric height was determined by differential leveling
 DS0250.and adjusted by the National Geodetic Survey in June 1991..
 DS0250
 DS0250.The Laplace correction was computed from DEFLEC99 derived deflections.
 DS0250
 DS0250.The geoid height was determined by GEOID03.
 DS0250
 DS0250.The dynamic height is computed by dividing the NAVD 88
 DS0250.geopotential number by the normal gravity value computed on the
 DS0250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0250.degrees latitude (g = 980.6199 gals.).
 DS0250
 DS0250.The modeled gravity was interpolated from observed gravity values.
 DS0250
 DS0250;                    North         East     Units Scale Factor Converg.
 DS0250;SPC NM C     -   305,823.082   501,007.464   MT  0.99990001   +0 00 21.8
 DS0250;SPC NM C     - 1,003,354.56  1,643,721.99   sFT  0.99990001   +0 00 21.8
 DS0250;UTM  13      - 3,736,022.833   385,242.718   MT  0.99976235   -0 41 19.1
 DS0250
 DS0250!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS0250!SPC NM C     -   0.99970365  x   0.99990001  =   0.99960369
 DS0250!UTM  13      -   0.99970365  x   0.99976235  =   0.99946607
 DS0250
 DS0250|---------------------------------------------------------------------|
 DS0250| PID    Reference Object                     Distance      Geod. Az  |
 DS0250|                                                           dddmmss.s |
 DS0250| DS0251 FLOYD RM 1                            5.380 METERS 12727     |
 DS0250| DS0249 FLOYD RM 2                            5.508 METERS 29410     |
 DS0250| DS1123 ZIPPO                               APPROX. 1.1 KM 3143534.5 |
 DS0250|---------------------------------------------------------------------|
 DS0250
 DS0250                          SUPERSEDED SURVEY CONTROL
 DS0250
 DS0250  NAD 83(1986)-  33 45 29.10510(N)    106 14 20.85078(W) AD(       ) 2
 DS0250  NAD 27      -  33 45 28.84176(N)    106 14 18.84931(W) AD(       ) 2
 DS0250  NGVD 29 (??/??/92) 1908.532  (m)         6261.58   (f) ADJ UNCH    2 0
 DS0250
 DS0250.Superseded values are not recommended for survey control.
 DS0250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0250.See file dsdata.txt to determine how the superseded data were derived.
 DS0250
 DS0250_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT8524336023(NAD 83)
 DS0250_MARKER: DS = TRIANGULATION STATION DISK
 DS0250_SETTING: 66 = SET IN ROCK OUTCROP
 DS0250_SP_SET: ROCK CLIFF
 DS0250_STAMPING: FLOYD 1966
 DS0250_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DS0250+STABILITY: POSITION/ELEVATION WELL
 DS0250
 DS0250  HISTORY     - Date     Condition        Report By
 DS0250  HISTORY     - 1966     MONUMENTED       CGS
 DS0250  HISTORY     - 1969     GOOD             CGS
 DS0250  HISTORY     - 1969     GOOD             NGS
 DS0250
 DS0250                          STATION DESCRIPTION
 DS0250
 DS0250'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (JWC)
 DS0250'THE STATION IS ABOUT 22-1/2 MILES WEST-NORTHWEST OF CARRIZOZO, 21
 DS0250'MILES NORTH-NORTHWEST OF OSCURO, 4 MILES SOUTH OF U.S. HIGHWAY 380
 DS0250'AND ON THE WEST POINT OF A SMALL MESA THAT DROPS OFF STEEP TO THE
 DS0250'WEST AND SLOPED GRADUAL TO THE NORTHEAST.
 DS0250'
 DS0250'TO REACH THE STATION FROM THE POST OFFICE IN THREE RIVERS, GO NORTH
 DS0250'ON U.S. HIGHWAY 54 FOR 11.1 MILES TO A GRAVELED ROAD ON THE LEFT AT
 DS0250'OSCURO.  TURN LEFT AND GO WEST ON THE GRAVELED ROAD FOR 6.1 MILES
 DS0250'TO A LOCKED GATE.  PASS THROUGH THE GATE AND CONTINUE WESTERLY FOR
 DS0250'0.85 MILE TO A GUARD SHACK AND ROAD ON THE RIGHT.  TURN RIGHT AND
 DS0250'GO NORTH ON ROAD NO. 11 FOR 7.2 MILES TO A ROAD ON THE LEFT.
 DS0250'CONTINUE AHEAD FOR 4.35 MILES TO A PAVED FORKS.  TAKE THE LEFT
 DS0250'FORK AND GO NORTHERLY ON THE MAIN ROAD FOR 5.25 MILES TO A STACK
 DS0250'OF OIL DRUMS AND A METAL WATER TANK ON THE LEFT AT A POINT WHERE THE
 DS0250'ROAD GOES DOWN INTO A ROCKY DRAW.  CONTINUE NORTHERLY ON THE MAIN
 DS0250'ROAD FOR 2.85 MILES TO SOME WHITE TUBES AND A SMALL CORRAL ON THE
 DS0250'LEFT.  CONTINUE NORTHERLY ON THE MAIN ROAD FOR 0.4 MILE TO A
 DS0250'TRACK ROAD ON THE RIGHT.  TURN RIGHT AND GO EAST ON THE TRACK
 DS0250'ROAD FOR 0.2 MILE TO A DIM FORK.  TAKE THE RIGHT FORK AND GO
 DS0250'SOUTHERLY UP A HILL FOR 0.3 MILE TO THE END OF THE ROAD AND THE
 DS0250'STATION.
 DS0250'
 DS0250'THE STATION MARK IS A STANDARD DISK, STAMPED FLOYD 1966, CEMENTED IN
 DS0250'A DRILL HOLE IN ROCK OUTCROP, THAT IS ABOUT 3 INCHES BELOW THE
 DS0250'SURFACE OF THE GROUND.  IT IS 14 FEET NORTH OF THE NORTH CORNER OF A
 DS0250'TEN FOOT SQUARE BOARD PLATFORM, 9 FEET EAST OF THE WEST EDGE OF A
 DS0250'LEDGE AND 6.6 FEET EAST OF A WITNESS POST.
 DS0250'
 DS0250'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED FLOYD NO 1 1966,
 DS0250'CEMENTED IN A DRILL HOLE IN ROCK OUTCROP, THAT IS FLUSH WITH THE
 DS0250'GROUND.  IT IS 22.4 FEET SOUTH OF THE WITNESS POST, 5.9 FEET WEST OF
 DS0250'THE WEST CORNER OF A TEN FOOT SQUARE BOARD PLATFORM, 1.8 FEET EAST
 DS0250'OF THE WEST EDGE OF THE LEDGE AND ABOUT THE SAME ELEVATION AS THE
 DS0250'STATION.
 DS0250'
 DS0250'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED FLOYD NO 2 1966,
 DS0250'CEMENTED IN A DRILL HOLE IN ROCK OUTCROP, THAT IS FLUSH WITH THE
 DS0250'GROUND.  IT IS 14.3 FEET NORTH OF THE WITNESS POST, 7 FEET EAST OF
 DS0250'THE WEST EDGE OF THE LEDGE, 6 FEET WEST OF A TEN FOOT SQUARE BOARD
 DS0250'PLATFORM AND ABOUT THE SAME ELEVATION AS THE STATION.
 DS0250'
 DS0250'TRIANGULATION STATION ZIPPO (WSPG) MAY BE USED AS AN AZIMUTH MARK.
 DS0250'
 DS0250'THE DISTANCE BETWEEN REFERENCE MARKS WAS NOT MEASURED BECAUSE OF
 DS0250'OBSTRUCTIONS.
 DS0250
 DS0250                          STATION RECOVERY (1969)
 DS0250
 DS0250'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JGC)
 DS0250'THE STATION MARK, STAMPED FLOYD 1966 IS ABOUT 7.05 MILES NORTHWEST
 DS0250'ALONG WHITE SANDS MISSILE RANGE ROUTE 12 FROM THE STORE AT OSCURO,
 DS0250'THENCE 11.8 MILES NORTH ALONG WHITE SANDS MISSILE RANGE ROUTE 11,
 DS0250'THENCE 8.4 MILES NORTHWEST ALONG ROAD NUMBER 334, THENCE 0.2 MILE
 DS0250'EAST CROSS-COUNTRY, IN SECTION 32, T 6 S, R 7 E, SET IN THE TOP
 DS0250'AND 10 FEET NORTH OF THE EDGE OF A ROCK CLIFF, 17.6 FEET NORTHWEST
 DS0250'OF FLOYD RM 1, 18.3 FEET EAST OF FLOYD RM 2, 7.0 FEET NORTHEAST
 DS0250'OF A METAL WITNESS POST, AND ABOUT LEVEL WITH THE TOP OF THE
 DS0250'HILL.
 DS0250'
 DS0250'RM 1, STAMPED FLOYD NO 1 1966, IS 17.6 FEET SOUTHEAST OF THE STATION
 DS0250'MARK, SET IN THE TOP AND 1.7 FEET NORTH OF THE EDGE OF A ROCK CLIFF,
 DS0250'22 FEET SOUTHEAST OF A METAL WITNESS POST, AND ABOUT LEVEL WITH THE
 DS0250'TOP OF THE HILL.
 DS0250'
 DS0250'RM 2, STAMPED FLOYD NO 2 1966, IS 18.3 FEET WEST OF THE STATION MARK,
 DS0250'SET IN THE TOP AND 7 FEET NORTH OF THE EDGE OF A ROCK CLIFF, 14 FEET
 DS0250'NORTHWEST OF A METAL WITNESS POST, AND ABOUT LEVEL WITH THE TOP OF
 DS0250'THE HILL.
 DS0250'
 DS0250'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--27.4 MILES
 DS0250'NORTHWEST.
 DS0250
 DS0250                          STATION RECOVERY (1969)
 DS0250
 DS0250'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 DS0250'27.4 MI NW FROM OSCURO.
 DS0250'ABOUT 7.05 MILES NORTHWEST ALONG WHITE SANDS MISSILE RANGE ROUTE 12
 DS0250'FROM THE STORE AT OSCURO, THENCE 11.8 MILES NORTH ALONG WHITE SANDS
 DS0250'MISSILE RANGE ROUTE 11, THENCE 8.4 MILES NORTHWEST ALONG ROAD NUMBER
 DS0250'334, THENCE 0.2 MILE EAST CROSS-COUNTRY, IN SECTION 32, T 6 S, R 7 E,
 DS0250'SET IN THE TOP AND 10 FEET NORTH OF THE EDGE OF A ROCK CLIFF, 17.6
 DS0250'FEET NORTHWEST OF FLOYD RM 1, 18.3 FEET EAST OF FLOYD RM 2, 7.0 FEET
 DS0250'NORTHEAST OF A METAL WITNESS POST, AND ABOUT LEVEL WITH THE TOP OF THE
 DS0250'HILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0681 ***********************************************************************
 EO0681  DESIGNATION -  FLOYD BELL TEL CO MAST
 EO0681  PID         -  EO0681
 EO0681  STATE/COUNTY-  NM/ROOSEVELT
 EO0681  USGS QUAD   -  FLOYD (1987)
 EO0681
 EO0681                         *CURRENT SURVEY CONTROL
 EO0681  ___________________________________________________________________
 EO0681* NAD 83(1992)-  34 07 57.55541(N)    103 36 52.30408(W)     ADJUSTED  
 EO0681* NAVD 88     -                                                        
 EO0681  ___________________________________________________________________
 EO0681  LAPLACE CORR-          -0.17  (seconds)                    DEFLEC99
 EO0681  GEOID HEIGHT-         -22.80  (meters)                     GEOID03
 EO0681
 EO0681  HORZ ORDER  -  THIRD
 EO0681
 EO0681.The horizontal coordinates were established by classical geodetic methods
 EO0681.and adjusted by the National Geodetic Survey in December 1993..
 EO0681
 EO0681
 EO0681.The Laplace correction was computed from DEFLEC99 derived deflections.
 EO0681
 EO0681.The geoid height was determined by GEOID03.
 EO0681
 EO0681;                    North         East     Units Scale Factor Converg.
 EO0681;SPC NM E     -   347,603.381   231,297.810   MT  0.99996325   +0 24 12.0
 EO0681;SPC NM E     - 1,140,428.76    758,849.56   sFT  0.99996325   +0 24 12.0
 EO0681;UTM  13      - 3,777,731.357   627,750.672   MT  0.99980118   +0 46 39.0
 EO0681
 EO0681                          SUPERSEDED SURVEY CONTROL
 EO0681
 EO0681  NAD 83(1986)-  34 07 57.56390(N)    103 36 52.29880(W) AD(       ) 4
 EO0681  NAD 27      -  34 07 57.27591(N)    103 36 50.45126(W) AD(       ) 3
 EO0681
 EO0681.Superseded values are not recommended for survey control.
 EO0681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0681.See file dsdata.txt to determine how the superseded data were derived.
 EO0681
 EO0681_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFT2775177731(NAD 83)
 EO0681_MARKER: 44 = MICROWAVE MAST
 EO0681
 EO0681  HISTORY     - Date     Condition        Report By
 EO0681  HISTORY     - 1975     FIRST OBSERVED   NGS
 EO0681
 EO0681                          STATION DESCRIPTION
 EO0681
 EO0681'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (JRS)
 EO0681'THE STATION, FLOYD BELL TELEPHONE COMPANY RELAY MAST KLR 48, IS
 EO0681'THE LIGHT ATOP A TRIANGULAR STEEL, GUYED MAST, THAT IS PAINTED
 EO0681'RED AND WHITE AND HAS TWO REFLECTORS MOUNTED AT THE TOP.  THE
 EO0681'STRUCTURE HAS AN OVERALL HEIGHT OF 275 FEET AND IS LOCATED 6 MILES
 EO0681'SOUTHEAST OF FLOYD, 13 MILES NORTH OF ELIDA AND 16 MILES
 EO0681'SOUTHWEST OF PORTALES.  IT IS OWNED BY THE BELL TELEPHONE
 EO0681'COMPANY, CLOVIS TELEPHONE NUMBER 356-4431.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0673 ***********************************************************************
 EO0673  DESIGNATION -  FLOYD RESET
 EO0673  PID         -  EO0673
 EO0673  STATE/COUNTY-  NM/ROOSEVELT
 EO0673  USGS QUAD   -  BETHEL (1985)
 EO0673
 EO0673                         *CURRENT SURVEY CONTROL
 EO0673  ___________________________________________________________________
 EO0673* NAD 83(1992)-  34 11 51.71723(N)    103 29 10.41672(W)     ADJUSTED  
 EO0673* NAVD 88     -      1249.6    (meters)    4100.     (feet)  VERTCON   
 EO0673  ___________________________________________________________________
 EO0673  LAPLACE CORR-          -0.51  (seconds)                    DEFLEC99
 EO0673  GEOID HEIGHT-         -22.85  (meters)                     GEOID03
 EO0673
 EO0673  HORZ ORDER  -  FIRST
 EO0673
 EO0673.The horizontal coordinates were established by classical geodetic methods
 EO0673.and adjusted by the National Geodetic Survey in December 1993..
 EO0673
 EO0673.The NAVD 88 height was computed by applying the VERTCON shift value to
 EO0673.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EO0673
 EO0673.The Laplace correction was computed from DEFLEC99 derived deflections.
 EO0673
 EO0673.The geoid height was determined by GEOID03.
 EO0673
 EO0673;                    North         East     Units Scale Factor Converg.
 EO0673;SPC NM E     -   354,908.900   243,071.940   MT  0.99998420   +0 28 34.1
 EO0673;SPC NM E     - 1,164,396.95    797,478.52   sFT  0.99998420   +0 28 34.1
 EO0673;UTM  13      - 3,785,112.544   639,475.004   MT  0.99983980   +0 51 03.4
 EO0673
 EO0673!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EO0673!SPC NM E     -   0.99980745  x   0.99998420  =   0.99979166
 EO0673!UTM  13      -   0.99980745  x   0.99983980  =   0.99964729
 EO0673
 EO0673|---------------------------------------------------------------------|
 EO0673| PID    Reference Object                     Distance      Geod. Az  |
 EO0673|                                                           dddmmss.s |
 EO0673| CJ6370 FLOYD RM 1                          247.370 METERS 04552     |
 EO0673| EO0665 PORTALES WATER TANK                 APPROX.13.8 KM 0940706.1 |
 EO0673| CJ6371 FLOYD RM 2                          180.686 METERS 10004     |
 EO0673| EO0671 PORTALES TV STA MAST KNEW           APPROX.12.7 KM 1014352.9 |
 EO0673| CJ6369 FLOYD AZ MK                                        1614244.0 |
 EO0673| CJ6372 FLOYD RM 3                           26.765 METERS 18021     |
 EO0673| EO0682 KERMIT ELEC COOP RAD MAST           APPROX.23.7 KM 2034540.6 |
 EO0673| CJ6374 FLOYD RM 5                           11.552 METERS 23524     |
 EO0673| CJ6373 FLOYD RM 4                           13.775 METERS 27209     |
 EO0673| EO0683 MOUND                               APPROX.18.7 KM 2743459.4 |
 EO0673|---------------------------------------------------------------------|
 EO0673
 EO0673                          SUPERSEDED SURVEY CONTROL
 EO0673
 EO0673  NAD 83(1986)-  34 11 51.72575(N)    103 29 10.41140(W) AD(       ) 1
 EO0673  NAD 27      -  34 11 51.43600(N)    103 29 08.56400(W) AD(       ) 1
 EO0673  NGVD 29 (07/19/86) 1249.1    (m)         4098.     (f) VERT ANG       
 EO0673
 EO0673.Superseded values are not recommended for survey control.
 EO0673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0673.See file dsdata.txt to determine how the superseded data were derived.
 EO0673
 EO0673_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFT3947585113(NAD 83)
 EO0673_MARKER: DS = TRIANGULATION STATION DISK
 EO0673_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EO0673_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EO0673
 EO0673  HISTORY     - Date     Condition        Report By
 EO0673  HISTORY     - 1975     MONUMENTED       NGS
 EO0673
 EO0673                          STATION DESCRIPTION
 EO0673
 EO0673'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (JRS)
 EO0673'THE STATION MARK, REFERENCE MARKS 3, 4 AND THE AZIMUTH MARK WERE
 EO0673'RECOVERED AS DESCRIBED BY J.R. SHEA IN 1975.  AT THE REQUEST OF THE
 EO0673'PROPERTY OWNER, THE SURFACE STATION MARK WAS LOWERED TO 20 INCHES
 EO0673'BELOW THE SURFACE IN ORDER TO BE BELOW PLOW DEPTH.  AS A RESULT
 EO0673'THE UNDERGROUND MARK WAS LOWERED TO 56 INCHES BELOW THE GROUND
 EO0673'SURFACE.  THE OWNER PLANS TO START CULTIVATING THE LAND SURROUNDING
 EO0673'THE STATION AND REFERENCE MARK 3 WILL PROBABLY BE DESTROYED,
 EO0673'THEREFORE REFERENCE MARK 5 WAS ESTABLISHED.  THE OWNERS REQUEST
 EO0673'CAME AFTER THE PREVIOUS 1975 WORK WAS COMPLETED AND THE TOWER
 EO0673'DISMANTLED, THEREFORE THIS INFORMATION WAS NOT CARRIED IN THE
 EO0673'ORIGINAL 1975 RECOVERY NOTE.  FOLLOWING IS A DESCRIPTION FOR
 EO0673'REFERENCE MARK 5.
 EO0673'
 EO0673'REFERENCE MARK 5 IS A STANDARD DISK, STAMPED FLOYD 1935 1975 NO 5,
 EO0673'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 EO0673'FLUSH WITH THE GROUND SURFACE.  IT IS 45.0 FEET NORTH OF A TRACK
 EO0673'ROAD, 28.0 FEET SOUTHEAST OF A POWERLINE POLE WITH A
 EO0673'TRANSFORMER AND 2.5 FEET SOUTHEAST OF A METER POLE.
 EO0673'
 EO0673'NOTE--THE STATION MARKS ARE NOW STAMPED FLOYD 1935 1975.
 EO0673'
 EO0673'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--8 MILES WEST OF
 EO0673'PORTALES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0251 ***********************************************************************
 DS0251  DESIGNATION -  FLOYD RM 1
 DS0251  PID         -  DS0251
 DS0251  STATE/COUNTY-  NM/SOCORRO
 DS0251  USGS QUAD   -  PINK PEAK (1982)
 DS0251
 DS0251                         *CURRENT SURVEY CONTROL
 DS0251  ___________________________________________________________________
 DS0251* NAD 83(1986)-  33 45 29.     (N)    106 14 21.     (W)     SCALED    
 DS0251* NAVD 88     -      1909.312  (meters)    6264.13   (feet)  ADJUSTED  
 DS0251  ___________________________________________________________________
 DS0251  GEOID HEIGHT-         -21.04  (meters)                     GEOID03
 DS0251  DYNAMIC HT  -        1906.443 (meters)    6254.72  (feet)  COMP
 DS0251  MODELED GRAV-     979,065.6   (mgal)                       NAVD 88
 DS0251
 DS0251  VERT ORDER  -  SECOND    CLASS 0
 DS0251
 DS0251.The horizontal coordinates were scaled from a topographic map and have
 DS0251.an estimated accuracy of +/- 6 seconds.
 DS0251
 DS0251.The orthometric height was determined by differential leveling
 DS0251.and adjusted by the National Geodetic Survey in June 1991..
 DS0251
 DS0251.The geoid height was determined by GEOID03.
 DS0251
 DS0251.The dynamic height is computed by dividing the NAVD 88
 DS0251.geopotential number by the normal gravity value computed on the
 DS0251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0251.degrees latitude (g = 980.6199 gals.).
 DS0251
 DS0251.The modeled gravity was interpolated from observed gravity values.
 DS0251
 DS0251;                    North         East    Units  Estimated Accuracy
 DS0251;SPC NM C     -   305,820.      501,000.      MT  (+/- 180 meters Scaled)
 DS0251
 DS0251                          SUPERSEDED SURVEY CONTROL
 DS0251
 DS0251  NGVD 29 (??/??/92) 1908.514  (m)         6261.52   (f) ADJ UNCH    2 0
 DS0251
 DS0251.Superseded values are not recommended for survey control.
 DS0251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0251.See file dsdata.txt to determine how the superseded data were derived.
 DS0251
 DS0251_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT852360(NAD 83)
 DS0251_MARKER: DR = REFERENCE MARK DISK
 DS0251_SETTING: 66 = SET IN ROCK OUTCROP
 DS0251_SP_SET: ROCK CLIFF
 DS0251_STAMPING: FLOYD NO 1 1966
 DS0251_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DS0251+STABILITY: POSITION/ELEVATION WELL
 DS0251
 DS0251  HISTORY     - Date     Condition        Report By
 DS0251  HISTORY     - 1966     MONUMENTED       CGS
 DS0251  HISTORY     - 1969     GOOD             NGS
 DS0251
 DS0251                          STATION DESCRIPTION
 DS0251
 DS0251'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 DS0251'27.4 MI NW FROM OSCURO.
 DS0251'ABOUT 7.05 MILES NORTHWEST ALONG WHITE SANDS MISSILE RANGE ROUTE 12
 DS0251'FROM THE STORE AT OSCURO, THENCE 11.8 MILES NORTH ALONG WHITE SANDS
 DS0251'MISSILE RANGE ROUTE 11, THENCE 8.4 MILES NORTHWEST ALONG ROAD NUMBER
 DS0251'334, THENCE 0.2 MILE EAST CROSS-COUNTRY, IN SECTION 32, T 6 S, R 7 E,
 DS0251'SET IN THE TOP AND 1.7 FEET NORTH OF THE EDGE OF A ROCK CLIFF, 17.6
 DS0251'FEET SOUTHEAST OF TRIANGULATION STATION FLOYD 1966, 22 FEET SOUTHEAST
 DS0251'OF A METAL WITNESS POST, AND ABOUT LEVEL WITH THE TOP OF THE HILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0249 ***********************************************************************
 DS0249  DESIGNATION -  FLOYD RM 2
 DS0249  PID         -  DS0249
 DS0249  STATE/COUNTY-  NM/SOCORRO
 DS0249  USGS QUAD   -  PINK PEAK (1982)
 DS0249
 DS0249                         *CURRENT SURVEY CONTROL
 DS0249  ___________________________________________________________________
 DS0249* NAD 83(1986)-  33 45 28.     (N)    106 14 21.     (W)     SCALED    
 DS0249* NAVD 88     -      1909.225  (meters)    6263.85   (feet)  ADJUSTED  
 DS0249  ___________________________________________________________________
 DS0249  GEOID HEIGHT-         -21.04  (meters)                     GEOID03
 DS0249  DYNAMIC HT  -        1906.357 (meters)    6254.44  (feet)  COMP
 DS0249  MODELED GRAV-     979,065.7   (mgal)                       NAVD 88
 DS0249
 DS0249  VERT ORDER  -  SECOND    CLASS 0
 DS0249
 DS0249.The horizontal coordinates were scaled from a topographic map and have
 DS0249.an estimated accuracy of +/- 6 seconds.
 DS0249
 DS0249.The orthometric height was determined by differential leveling
 DS0249.and adjusted by the National Geodetic Survey in June 1991..
 DS0249
 DS0249.The geoid height was determined by GEOID03.
 DS0249
 DS0249.The dynamic height is computed by dividing the NAVD 88
 DS0249.geopotential number by the normal gravity value computed on the
 DS0249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0249.degrees latitude (g = 980.6199 gals.).
 DS0249
 DS0249.The modeled gravity was interpolated from observed gravity values.
 DS0249
 DS0249;                    North         East    Units  Estimated Accuracy
 DS0249;SPC NM C     -   305,790.      501,000.      MT  (+/- 180 meters Scaled)
 DS0249
 DS0249                          SUPERSEDED SURVEY CONTROL
 DS0249
 DS0249  NGVD 29 (??/??/92) 1908.428  (m)         6261.23   (f) ADJ UNCH    2 0
 DS0249
 DS0249.Superseded values are not recommended for survey control.
 DS0249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0249.See file dsdata.txt to determine how the superseded data were derived.
 DS0249
 DS0249_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT852359(NAD 83)
 DS0249_MARKER: DR = REFERENCE MARK DISK
 DS0249_SETTING: 66 = SET IN ROCK OUTCROP
 DS0249_SP_SET: ROCK CLIFF
 DS0249_STAMPING: FLOYD NO 2 1966
 DS0249_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DS0249+STABILITY: POSITION/ELEVATION WELL
 DS0249
 DS0249  HISTORY     - Date     Condition        Report By
 DS0249  HISTORY     - 1966     MONUMENTED       CGS
 DS0249  HISTORY     - 1969     GOOD             NGS
 DS0249
 DS0249                          STATION DESCRIPTION
 DS0249
 DS0249'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 DS0249'27.4 MI NW FROM OSCURO.
 DS0249'ABOUT 7.05 MILES NORTHWEST ALONG WHITE SANDS MISSILE RANGE ROUTE 12
 DS0249'FROM THE STORE AT OSCURO, THENCE 11.8 MILES NORTH ALONG WHITE SANDS
 DS0249'MISSILE RANGE ROUTE 11, THENCE 8.4 MILES NORTHWEST ALONG ROAD NUMBER
 DS0249'334, THENCE 0.2 MILE EAST CROSS-COUNTRY, SET IN THE TOP AND 7 FEET
 DS0249'NORTH OF THE EDGE OF A ROCK CLIFF, 18.3 FEET WEST OF TRIANGULATION
 DS0249'STATION FLOYD 1966, 14 FEET NORTHWEST OF A METAL WITNESS POST, AND
 DS0249'ABOUT LEVEL WITH THE TOP OF THE HILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0685 ***********************************************************************
 EO0685  DESIGNATION -  FLOYD SANTE FE RR MAST
 EO0685  PID         -  EO0685
 EO0685  STATE/COUNTY-  NM/ROOSEVELT
 EO0685  USGS QUAD   -  GAMMIL WELL NE (1987)
 EO0685
 EO0685                         *CURRENT SURVEY CONTROL
 EO0685  ___________________________________________________________________
 EO0685* NAD 83(1992)-  34 12 50.47131(N)    103 50 33.15620(W)     ADJUSTED  
 EO0685* NAVD 88     -                                                        
 EO0685  ___________________________________________________________________
 EO0685  LAPLACE CORR-           2.71  (seconds)                    DEFLEC99
 EO0685  GEOID HEIGHT-         -23.14  (meters)                     GEOID03
 EO0685
 EO0685  HORZ ORDER  -  THIRD
 EO0685
 EO0685.The horizontal coordinates were established by classical geodetic methods
 EO0685.and adjusted by the National Geodetic Survey in December 1993..
 EO0685
 EO0685
 EO0685.The Laplace correction was computed from DEFLEC99 derived deflections.
 EO0685
 EO0685.The geoid height was determined by GEOID03.
 EO0685
 EO0685;                    North         East     Units Scale Factor Converg.
 EO0685;SPC NM E     -   356,503.629   210,223.589   MT  0.99993429   +0 16 33.5
 EO0685;SPC NM E     - 1,169,628.99    689,708.56   sFT  0.99993429   +0 16 33.5
 EO0685;UTM  13      - 3,786,492.094   606,622.485   MT  0.99974013   +0 39 03.2
 EO0685
 EO0685                          SUPERSEDED SURVEY CONTROL
 EO0685
 EO0685  NAD 83(1986)-  34 12 50.47957(N)    103 50 33.15278(W) AD(       ) 4
 EO0685  NAD 27      -  34 12 50.20168(N)    103 50 31.28214(W) AD(       ) 3
 EO0685
 EO0685.Superseded values are not recommended for survey control.
 EO0685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0685.See file dsdata.txt to determine how the superseded data were derived.
 EO0685
 EO0685_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFT0662286492(NAD 83)
 EO0685
 EO0685  HISTORY     - Date     Condition        Report By
 EO0685  HISTORY     - 1975     FIRST OBSERVED   NGS
 EO0685
 EO0685                          STATION DESCRIPTION
 EO0685
 EO0685'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (JRS)
 EO0685'THE STATION, FLOYD SANTE FE RAILROAD RELAY MAST 174-90-LR-ML-50,
 EO0685'IS THE CENTER OF THE TOP OF A TRIANGULAR STEEL, GUYED MAST, THAT
 EO0685'IS UNPAINTED AND NOT LIGHTED.  THE STRUCTURE HAS AN OVERALL HEIGHT
 EO0685'OF 85 FEET AND HAS 4 REFLECTORS MOUNTED NEAR THE TOP.  IT IS
 EO0685'LOCATED 15 MILES WEST OF FLOYD, 19 MILES SOUTHWEST OF MELROSE,
 EO0685'23-1/2 MILES NORTHWEST OF ELIDA AND IS OWNED BY THE SANTE FE
 EO0685'RAILROAD COMPANY, LOCAL ADDRESS, POST OFFICE DRAWER 1908,
 EO0685'CLOVIS, NEW MEXICO, TELEPHONE NUMBER 356-6451.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0890 ***********************************************************************
 EQ0890  DESIGNATION -  FLUME
 EQ0890  PID         -  EQ0890
 EQ0890  STATE/COUNTY-  NM/BERNALILLO
 EQ0890  USGS QUAD   -  ISLETA (1991)
 EQ0890
 EQ0890                         *CURRENT SURVEY CONTROL
 EQ0890  ___________________________________________________________________
 EQ0890* NAD 83(1992)-  34 56 44.51515(N)    106 42 07.40987(W)     ADJUSTED  
 EQ0890* NAVD 88     -      1533.9    (meters)    5032.     (feet)  VERTCON   
 EQ0890  ___________________________________________________________________
 EQ0890  LAPLACE CORR-           3.54  (seconds)                    DEFLEC99
 EQ0890  GEOID HEIGHT-         -21.56  (meters)                     GEOID03
 EQ0890
 EQ0890  HORZ ORDER  -  FIRST
 EQ0890
 EQ0890.The horizontal coordinates were established by classical geodetic methods
 EQ0890.and adjusted by the National Geodetic Survey in December 1993..
 EQ0890
 EQ0890.The NAVD 88 height was computed by applying the VERTCON shift value to
 EQ0890.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EQ0890
 EQ0890.The Laplace correction was computed from DEFLEC99 derived deflections.
 EQ0890
 EQ0890.The geoid height was determined by GEOID03.
 EQ0890
 EQ0890;                    North         East     Units Scale Factor Converg.
 EQ0890;SPC NM C     -   437,643.928   458,709.163   MT  0.99992101   -0 15 32.2
 EQ0890;SPC NM C     - 1,435,836.79  1,504,948.31   sFT  0.99992101   -0 15 32.2
 EQ0890;SPC NM W     -   438,142.296   933,333.922   MT  1.00004823   +0 38 53.0
 EQ0890;SPC NM W     - 1,437,471.85  3,062,113.04   sFT  1.00004823   +0 38 53.0
 EQ0890;UTM  13      - 3,868,343.865   344,573.902   MT  0.99989774   -0 58 30.5
 EQ0890
 EQ0890!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EQ0890!SPC NM C     -   0.99976267  x   0.99992101  =   0.99968370
 EQ0890!SPC NM W     -   0.99976267  x   1.00004823  =   0.99981089
 EQ0890!UTM  13      -   0.99976267  x   0.99989774  =   0.99966043
 EQ0890
 EQ0890:                Primary Azimuth Mark                     Grid Az
 EQ0890:SPC NM C     -  FLUME RM 5 AZIMUTH                       067 18 55.7
 EQ0890:SPC NM W     -  FLUME RM 5 AZIMUTH                       066 24 30.5
 EQ0890:UTM  13      -  FLUME RM 5 AZIMUTH                       068 01 54.0
 EQ0890
 EQ0890|---------------------------------------------------------------------|
 EQ0890| PID    Reference Object                     Distance      Geod. Az  |
 EQ0890|                                                           dddmmss.s |
 EQ0890| CD2898 FLUME RM 5 AZIMUTH                                 0670323.5 |
 EQ0890| CD2894 FLUME RM 1                           10.283 METERS 18742     |
 EQ0890| EQ0881 ISLETA WATER TANK                   APPROX. 4.5 KM 1882730.7 |
 EQ0890| CD2896 FLUME RM 3                            6.472 METERS 19039     |
 EQ0890| CD2897 FLUME RM 4                            8.920 METERS 26416     |
 EQ0890| CD2895 FLUME RM 2                            8.910 METERS 26420     |
 EQ0890| FO1264 ALBUQUERQUE RAD KVOD N MAST         APPROX. 7.1 KM 3503043.4 |
 EQ0890|---------------------------------------------------------------------|
 EQ0890
 EQ0890                          SUPERSEDED SURVEY CONTROL
 EQ0890
 EQ0890  NAD 83(1986)-  34 56 44.52037(N)    106 42 07.41060(W) AD(       ) 1
 EQ0890  NAD 27      -  34 56 44.33689(N)    106 42 05.31791(W) AD(       ) 1
 EQ0890  NGVD 29 (07/19/86) 1533.1    (m)         5030.     (f) VERT ANG       
 EQ0890
 EQ0890.Superseded values are not recommended for survey control.
 EQ0890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0890.See file dsdata.txt to determine how the superseded data were derived.
 EQ0890
 EQ0890_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU4457468344(NAD 83)
 EQ0890_MARKER: DS = TRIANGULATION STATION DISK
 EQ0890_SETTING: 0 = UNSPECIFIED SETTING
 EQ0890
 EQ0890  HISTORY     - Date     Condition        Report By
 EQ0890  HISTORY     - 1973     MONUMENTED       NGS
 EQ0890
 EQ0890                          STATION DESCRIPTION
 EQ0890
 EQ0890'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (CN)
 EQ0890'THE UNDERGROUND STATION MARK AND THE MONUMENT FOR REFERENCE MARK 2
 EQ0890'WERE RECOVERED.  A SURFACE STATION MARK AND REFERENCE MARKS 3,
 EQ0890'4 AND 5 WERE ESTABLISHED AT THIS TIME.
 EQ0890'
 EQ0890'THE STATION MARK IS A STANDARD DISK STAMPED, FLUME 1969 1973.  IT IS
 EQ0890'SET IN TOP OF A 12 INCH CONCRETE MONUMENT WHICH IS ABOUT FLUSH WITH
 EQ0890'THE GROUND SURFACE.  IT IS 2-1/2 FEET WEST OF THE RIGHT OF WAY
 EQ0890'FENCE LINE, 21-2/3 POSTS SOUTH OF THE NORTH END OF THE FENCE LINE
 EQ0890'AT RIMROCK AND 7-1/3 POSTS NORTH OF HIGHWAY MARKER 1529+87.
 EQ0890'
 EQ0890'REFERENCE MARK 3 IS A STANDARD DISK STAMPED, FLUME 1969 NO 3 1973.
 EQ0890'IT IS SET IN TOP OF A 12 INCH CONCRETE MONUMENT WHICH PROJECTS
 EQ0890'ABOUT 2 INCHES.  IT IS ABOUT 10 FEET EAST OF THE RIGHT OF WAY
 EQ0890'FENCE AND ALONG THE WEST SIDE OF A LOW GRADED RIDGE.
 EQ0890'
 EQ0890'REFERENCE MARK 4 IS A STANDARD DISK STAMPED, FLUME 1969 NO 4 1973.
 EQ0890'IT IS SET IN TOP OF A 12 INCH CONCRETE MONUMENT WHICH PROJECTS
 EQ0890'ABOUT 2 INCHES.  IT IS 23 FEET WEST OF THE RIGHT OF WAY FENCE.
 EQ0890'
 EQ0890'REFERENCE MARK 5 IS A STANDARD DISK STAMPED, FLUME 1969 NO 5
 EQ0890'1973.  IT IS SET IN A DRILL HOLE IN THE CONCRETE APRON AT THE
 EQ0890'NORTHWEST CORNER OF THE I-25 U.S. HIGHWAY 85 OVERPASS (U.S. 85 IS
 EQ0890'ISLETA BLVD).  THE MARK IS 5 FEET WEST OF THE NORTH END OF THE
 EQ0890'SOUTHBOUND BRIDGE.
 EQ0890'
 EQ0890'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE
 EQ0890'HIGHWAYS 40 AND 25 IN ALBUQUERQUE, GO SOUTH ALONG I-25 FOR
 EQ0890'ABOUT 11 MILES TO ISLETA BLVD, U.S. HIGHWAY 85 EXIT.  EXIT AND
 EQ0890'BEAR LEFT OFF OF THE RAMP BEFORE REACHING ISLETA BLVD TO THE
 EQ0890'AZIMUTH MARK (RM 5) ON THE LEFT.  CROSS ISLETA BLVD AND TAKE THE
 EQ0890'SOUTH BOUND RAMP AND I-25 FOR 0.6 MILE TO THE STATION ON TOP OF
 EQ0890'THE MESA ON THE RIGHT.  A 10 MINUTE PACK.
 EQ0890'
 EQ0890'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--10-1/2 MILES
 EQ0890'SOUTH OF ALBUQUERQUE.
 EQ0890'
 EQ0890'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0252 ***********************************************************************
 DQ0252  DESIGNATION -  FLYING M
 DQ0252  PID         -  DQ0252
 DQ0252  STATE/COUNTY-  NM/ROOSEVELT
 DQ0252  USGS QUAD   -  MILNESAND (1984)
 DQ0252
 DQ0252                         *CURRENT SURVEY CONTROL
 DQ0252  ___________________________________________________________________
 DQ0252* NAD 83(1986)-  33 38 47.     (N)    103 20 30.     (W)     SCALED    
 DQ0252* NAVD 88     -      1279.154  (meters)    4196.69   (feet)  ADJUSTED  
 DQ0252  ___________________________________________________________________
 DQ0252  GEOID HEIGHT-         -22.50  (meters)                     GEOID03
 DQ0252  DYNAMIC HT  -        1277.426 (meters)    4191.02  (feet)  COMP
 DQ0252  MODELED GRAV-     979,241.2   (mgal)                       NAVD 88
 DQ0252
 DQ0252  VERT ORDER  -  SECOND    CLASS 0
 DQ0252
 DQ0252.The horizontal coordinates were scaled from a topographic map and have
 DQ0252.an estimated accuracy of +/- 6 seconds.
 DQ0252
 DQ0252.The orthometric height was determined by differential leveling
 DQ0252.and adjusted by the National Geodetic Survey in June 1991..
 DQ0252
 DQ0252.The geoid height was determined by GEOID03.
 DQ0252
 DQ0252.The dynamic height is computed by dividing the NAVD 88
 DQ0252.geopotential number by the normal gravity value computed on the
 DQ0252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0252.degrees latitude (g = 980.6199 gals.).
 DQ0252
 DQ0252.The modeled gravity was interpolated from observed gravity values.
 DQ0252
 DQ0252;                    North         East    Units  Estimated Accuracy
 DQ0252;SPC NM E     -   293,880.      256,990.      MT  (+/- 180 meters Scaled)
 DQ0252
 DQ0252                          SUPERSEDED SURVEY CONTROL
 DQ0252
 DQ0252  NGVD 29 (??/??/92) 1278.639  (m)         4195.00   (f) ADJ UNCH    2 0
 DQ0252
 DQ0252.Superseded values are not recommended for survey control.
 DQ0252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0252.See file dsdata.txt to determine how the superseded data were derived.
 DQ0252
 DQ0252_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFT537241(NAD 83)
 DQ0252_MARKER: DB = BENCH MARK DISK
 DQ0252_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0252_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DQ0252_STAMPING: FLYING M RANCH 1943
 DQ0252_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0252+STABILITY: SURFACE MOTION
 DQ0252
 DQ0252  HISTORY     - Date     Condition        Report By
 DQ0252  HISTORY     - 1943     MONUMENTED       CGS
 DQ0252  HISTORY     - 1972     MARK NOT FOUND   USGS
 DQ0252
 DQ0252                          STATION DESCRIPTION
 DQ0252
 DQ0252'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 DQ0252'0.4 MI N FROM MILNESAND.
 DQ0252'THIS MARK IS ABOUT 0.4 MILES NORTH ALONG STATE HIGHWAY 18 FROM THE
 DQ0252'POST OFFICE AT MILNESAND, SET AT THE FLYING M RANCH, 2.0 FEET SOUTH OF
 DQ0252'THE SOUTH SIDE OF THE HANGAR, 5.0 FEET WEST OF THE EAST CORNER OF THE
 DQ0252'HANGAR, 66.0 FEET NORTH OF A FENCE RUNNING EAST-WEST, 520.0 FEET WEST
 DQ0252'OF THE CENTER LINE OF THE HIGHWAY, PROJECTING ABOUT 4-INCHES ABOVE THE
 DQ0252'GROUND, 2.0 FEET EAST OF A WHITE REFERENCE POST.
 DQ0252
 DQ0252                          STATION RECOVERY (1972)
 DQ0252
 DQ0252'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 DQ0252'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS1417 ***********************************************************************
 DS1417  DESIGNATION -  FLYING X
 DS1417  PID         -  DS1417
 DS1417  STATE/COUNTY-  NM/SIERRA
 DS1417  USGS QUAD   -  HUERFANO HILL (1980)
 DS1417
 DS1417                         *CURRENT SURVEY CONTROL
 DS1417  ___________________________________________________________________
 DS1417* NAD 83(1992)-  33 22 29.48861(N)    107 20 23.04725(W)     ADJUSTED  
 DS1417* NAVD 88     -      1729.8    (meters)    5675.     (feet)  VERTCON   
 DS1417  ___________________________________________________________________
 DS1417  LAPLACE CORR-          -2.33  (seconds)                    DEFLEC99
 DS1417  GEOID HEIGHT-         -22.92  (meters)                     GEOID03
 DS1417
 DS1417  HORZ ORDER  -  THIRD
 DS1417
 DS1417.The horizontal coordinates were established by classical geodetic methods
 DS1417.and adjusted by the National Geodetic Survey in December 1993..
 DS1417
 DS1417.The NAVD 88 height was computed by applying the VERTCON shift value to
 DS1417.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DS1417
 DS1417.The Laplace correction was computed from DEFLEC99 derived deflections.
 DS1417
 DS1417.The geoid height was determined by GEOID03.
 DS1417
 DS1417;                    North         East     Units Scale Factor Converg.
 DS1417;SPC NM W     -   263,435.277   875,928.667   MT  0.99994266   +0 16 17.5
 DS1417;SPC NM W     -   864,287.24  2,873,775.97   sFT  0.99994266   +0 16 17.5
 DS1417;SPC NM C     -   263,852.555   398,601.264   MT  1.00002672   -0 35 58.3
 DS1417;SPC NM C     -   865,656.26  1,307,744.31   sFT  1.00002672   -0 35 58.3
 DS1417;UTM  13      - 3,695,290.658   282,336.542   MT  1.00018415   -1 17 15.5
 DS1417
 DS1417!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS1417!SPC NM W     -   0.99973210  x   0.99994266  =   0.99967477
 DS1417!SPC NM C     -   0.99973210  x   1.00002672  =   0.99975881
 DS1417!UTM  13      -   0.99973210  x   1.00018415  =   0.99991620
 DS1417
 DS1417|---------------------------------------------------------------------|
 DS1417| PID    Reference Object                     Distance      Geod. Az  |
 DS1417|                                                           dddmmss.s |
 DS1417| CD2899 FLYING X RM 1                         7.496 METERS 01619     |
 DS1417| DS1022 PANKEY                              APPROX. 6.8 KM 0761539.2 |
 DS1417| DS1411 BELL TEL MST N TRUTH OF CONSEQ      APPROX. 6.3 KM 0882224.1 |
 DS1417| CD2900 FLYING X RM 2                         9.650 METERS 08908     |
 DS1417| DS1416 FAA MST 15 MI N TRUTH CONSEQ        APPROX. 5.8 KM 1290241.3 |
 DS1417|---------------------------------------------------------------------|
 DS1417
 DS1417                          SUPERSEDED SURVEY CONTROL
 DS1417
 DS1417  NAD 83(1986)-  33 22 29.49683(N)    107 20 23.04965(W) AD(       ) 3
 DS1417  NAD 27      -  33 22 29.24330(N)    107 20 20.90995(W) AD(       ) 3
 DS1417  NGVD 29 (07/19/86) 1729.1    (m)         5673.     (f) VERT ANG       
 DS1417
 DS1417.Superseded values are not recommended for survey control.
 DS1417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS1417.See file dsdata.txt to determine how the superseded data were derived.
 DS1417
 DS1417_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBS8233795291(NAD 83)
 DS1417_MARKER: DD = SURVEY DISK
 DS1417_SETTING: 66 = SET IN ROCK OUTCROP
 DS1417
 DS1417  HISTORY     - Date     Condition        Report By
 DS1417  HISTORY     - 1966     MONUMENTED       USGS
 DS1417  HISTORY     - 1974     GOOD             NGS
 DS1417
 DS1417                          STATION DESCRIPTION
 DS1417
 DS1417'DESCRIBED BY US GEOLOGICAL SURVEY 1966 (ANP)
 DS1417'THE STATION IS ABOUT 17-1/2 MILES NORTH-NORTHWEST OF TRUTH
 DS1417'OR CONSEQUENCES, 4 MILES WEST OF STATE HIGHWAY 85, 3-3/4 MILES
 DS1417'SOUTH OF THE PANKEY RANCH AND ON THE HIGHEST AND NEAR THE CENTER
 DS1417'OF THE MOST NORTHERLY ONE OF THREE BARE HILLS.
 DS1417'
 DS1417'TO REACH THE STATION FROM THE POST OFFICE IN TRUTH OR CONSEQUENCES,
 DS1417'GO NORTH ON JONES STREET FOR 0.1 MILE.  TURN LEFT AND GO WEST AND
 DS1417'NORTHERLY ON BROADWAY STREET (U.S. HIGHWAY 85) FOR 13.9 MILES
 DS1417'TO A CONCRETE BRIDGE OVER MONTICELLO CANYON.  CONTINUE NORTHERLY
 DS1417'ON U.S. HIGHWAY 85 FOR 5.65 MILES TO A SIDE ROAD LEFT AT A
 DS1417'SIGN PANKEY RANCH.  TURN LEFT AND GO WESTERLY ON A GRAVELED
 DS1417'ROAD FOR 3.95 MILES TO A POINT WHERE THE ROAD TURNS TO THE
 DS1417'NORTHWEST.  TURN LEFT, LEAVE THE GRAVELED ROAD AND GO
 DS1417'SOUTHERLY ACROSS COUNTRY FOR 2.05 MILES TO THE BASE OF THE
 DS1417'HILL.  PACK SOUTHERLY UP THE NORTH SIDE OF THE HILL FOR
 DS1417'ABOUT 20 MINUTES TO THE STATION.
 DS1417'
 DS1417'FLYING X USGS IS A BRONZE DISK OF THE U.S. GEOLOGICAL SURVEY,
 DS1417'STAMPED FLYING-X 1959, CEMENTED IN A DRILL HOLE IN A ROCK OUTCROP,
 DS1417'THAT PROJECTS 1 INCH ABOVE THE GROUND.  IT IS 20 FEET NORTHEAST
 DS1417'OF THE SOUTHWEST EDGE OF THE HILL AND 9 FEET SOUTHWEST OF A
 DS1417'CAIRN THAT IS 3 FEET HIGH.
 DS1417'
 DS1417'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED FLYING X USGS
 DS1417'NO 1 1966, CEMENTED IN A DRILL HOLE IN A ROCK OUTCROP, THAT
 DS1417'PROJECTS 1 FOOT ABOVE THE GROUND AND IS ABOUT THE SAME ELEVATION
 DS1417'AS THE STATION MARK.  IT IS 24 FEET NORTH OF THE CAIRN.
 DS1417'
 DS1417'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED FLYING X USGS NO 2
 DS1417'1966, CEMENTED IN A DRILL HOLE IN A ROCK OUTCROP, THAT PROJECTS
 DS1417'3 INCHES ABOVE THE GROUND AND IS ABOUT THE SAME ELEVATION AS
 DS1417'THE STATION MARK.  IT IS 18 FEET EAST OF THE CAIRN.
 DS1417'
 DS1417'NO AZIMUTH MARK WAS SET, STATION PANKEY WILL SERVE AS AN AZIMUTH.
 DS1417'
 DS1417'THE SLOPE DISTANCE FROM THE TELESCOPE AXIS TO R.M. 1 IS 25.16
 DS1417'FEET OR 7.669 METERS AND R.M. 2 IS 32.02 FEET OR 9.757 METERS.
 DS1417
 DS1417                          STATION RECOVERY (1974)
 DS1417
 DS1417'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CWW)
 DS1417'STATION, REFERENCE MARKS AND AZIMUTH MARK RECOVERED IN GOOD
 DS1417'CONDITION.  DESCRIPTION TO REACH THE STATION IS GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC7425 ***********************************************************************
 AC7425  DESIGNATION -  FMN K
 AC7425  PID         -  AC7425
 AC7425  STATE/COUNTY-  NM/SAN JUAN
 AC7425  USGS QUAD   -  FARMINGTON SOUTH (1979)
 AC7425
 AC7425                         *CURRENT SURVEY CONTROL
 AC7425  ___________________________________________________________________
 AC7425* NAD 83(1992)-  36 44 36.64098(N)    108 13 15.89620(W)     ADJUSTED  
 AC7425* NAVD 88     -      1679.5    (meters)    5510.     (feet)  GPS OBS   
 AC7425  ___________________________________________________________________
 AC7425  X           -  -1,600,444.385 (meters)                     COMP
 AC7425  Y           -  -4,861,749.371 (meters)                     COMP
 AC7425  Z           -   3,795,614.700 (meters)                     COMP
 AC7425  LAPLACE CORR-           0.68  (seconds)                    DEFLEC99
 AC7425  ELLIP HEIGHT-        1658.34  (meters)          (11/09/01) GPS OBS
 AC7425  GEOID HEIGHT-         -21.13  (meters)                     GEOID03
 AC7425
 AC7425  HORZ ORDER  -  THIRD
 AC7425  ELLP ORDER  -  FOURTH    CLASS II
 AC7425
 AC7425.This mark is at Four Corners Regional Airport (FMN)
 AC7425
 AC7425.The horizontal coordinates were established by GPS observations
 AC7425.and adjusted by the National Geodetic Survey in September 1997..
 AC7425
 AC7425.The orthometric height was determined by GPS observations and a
 AC7425.high-resolution geoid model.
 AC7425
 AC7425.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7425
 AC7425.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC7425
 AC7425.The ellipsoidal height was determined by GPS observations
 AC7425.and is referenced to NAD 83.
 AC7425
 AC7425.The geoid height was determined by GEOID03.
 AC7425
 AC7425;                    North         East     Units Scale Factor Converg.
 AC7425;SPC NM W     -   637,089.771   795,373.046   MT  0.99993143   -0 13 55.1
 AC7425;SPC NM W     - 2,090,185.36  2,609,486.40   sFT  0.99993143   -0 13 55.1
 AC7425;UTM  12      - 4,070,021.009   748,113.087   MT  1.00035848   +1 39 47.8
 AC7425
 AC7425!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7425!SPC NM W     -   0.99973981  x   0.99993143  =   0.99967126
 AC7425!UTM  12      -   0.99973981  x   1.00035848  =   1.00009820
 AC7425
 AC7425:                Primary Azimuth Mark                     Grid Az
 AC7425:SPC NM W     -  FARMPORT                                 159 55 35.2
 AC7425:UTM  12      -  FARMPORT                                 158 01 52.3
 AC7425
 AC7425|---------------------------------------------------------------------|
 AC7425| PID    Reference Object                     Distance      Geod. Az  |
 AC7425|                                                           dddmmss.s |
 AC7425| GO0509 FARMPORT                            411.053 METERS 1594140.1 |
 AC7425|---------------------------------------------------------------------|
 AC7425
 AC7425                          SUPERSEDED SURVEY CONTROL
 AC7425
 AC7425  ELLIP H (09/16/97) 1658.33   (m)                       GP(       ) 4 2
 AC7425
 AC7425.Superseded values are not recommended for survey control.
 AC7425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7425.See file dsdata.txt to determine how the superseded data were derived.
 AC7425
 AC7425_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYF4811370021(NAD 83)
 AC7425_MARKER: DT = TOPOGRAPHIC STATION DISK
 AC7425_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC7425_STAMPING: FMN-K 1977
 AC7425_MARK LOGO: CGS   
 AC7425_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC7425_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC7425+STABILITY: SURFACE MOTION
 AC7425_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7425+SATELLITE: SATELLITE OBSERVATIONS - June 02, 1997
 AC7425
 AC7425  HISTORY     - Date     Condition        Report By
 AC7425  HISTORY     - 1977     MONUMENTED       CGS
 AC7425  HISTORY     - 19860615 GOOD             CGS
 AC7425  HISTORY     - 19960618 GOOD             CHANCE
 AC7425  HISTORY     - 19970602 GOOD             NGS
 AC7425
 AC7425                          STATION DESCRIPTION
 AC7425
 AC7425'DESCRIBED BY COAST AND GEODETIC SURVEY 1986
 AC7425'FMN-K IS LOCATED IN THE DIRT AREA BETWEEN RWYS 23 AND 25.  THE STATION
 AC7425'IS IN THE ELEVATED AREA BETWEEN THE RUNWAYS AND IS IN LINE WITH THE
 AC7425'DISPLACED THRESHOLD LIGHTS FOR END 23, 9.6 FT (2.9 M) WSW OF A WITNESS
 AC7425'POST AND 168.8 FT (51.5 M) SW OF A WARNING SIGN ON THE DIRT SERVICE
 AC7425'ROAD BETWEEN RUNWAY ENDS.  THE STATION IS A STANDARD CGS TOPO DISK SET
 AC7425'IN A CONCRETE MONUMENT FLUSH WITH GROUND, AND IS STAMPED FMN-K 1977.
 AC7425'NOTE, TRIPOD VISIBLE FROM APR2, L, AND M.
 AC7425
 AC7425                          STATION RECOVERY (1996)
 AC7425
 AC7425'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (KAL)
 AC7425'RECOVERY NOTE BY CHANCE 1996 RECOVERED IN GOOD CONDITION.  A NEW AND
 AC7425'COMPLETE DESCRIPTION FOLLOWS THE STATION IS LOACTED APPROXIMATELY 27.4
 AC7425'KM (17.00 MI) SOUTH OF THE COLORADO-NEW MEXICO STATE LINE, 1.6 KM
 AC7425'(1.00 MI) NORTH OF US HIGHWAY 550, AND 0.6 KM (0.35 MI) WEST OF
 AC7425'FARMINGTON AT THE FOUR CORNERS REGIONAL AIRPORT.  OWNERSHIP -- CITY OF
 AC7425'FARMINGTON, LYLE PRUITT - MAINTENANCE MANAGER, PHONE (505) 599-1395 TO
 AC7425'REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 550 (WEST MAIN
 AC7425'STREET) AND US HIGHWAY 64 (WEST BROADWAY) IN WEST FARMINGTON, PROCEED
 AC7425'EAST ON US HIGHWAY 550 (WEST MAIN STREET) FOR 0.24 KM (0.15 MI) TO THE
 AC7425'JUNCTION WITH AIRPORT ROAD ON THE LEFT.  TURN LEFT AND PROCEED NORTH
 AC7425'ON AIRPORT ROAD, CONTINUING EAST, THEN NORTH AGAIN UNTIL AIRPORT ROAD
 AC7425'BECOMES MUNICIPAL ROAD.  FOLLOW AIRPORT ROAD/MUNICIPAL ROAD FOR 1.36
 AC7425'KM (0.85 MI) TO THE JUNCTION WITH NAVAJO DRIVE.  TURN LEFT AND PROCEED
 AC7425'WEST ON NAVAJO DRIVE FOR 1.2 KM (0.75 MI) TO THE TERMINAL AND ACCESS
 AC7425'GATE 1 JUST NORTH OF FIRE STATION 3.  PASS THROUGH GATE 1 AND PROCEED
 AC7425'NORTH AND EAST ACROSS APRON TO TAXIWAY E. PROCEED NORTH TO TAXIWAY
 AC7425'RUNNING PARALLEL TO RUNWAY 5-23.  TURN RIGHT AND GO NORTHEAST ALONG
 AC7425'TAXIWAY RUNNING PARALLEL TO RUNWAY 5-23 TO THE RUNWAY END AND THE
 AC7425'STATION ON THE RIGHT THE STATION IS A TOPOGRAPHIC DISK SET INTO THE
 AC7425'TOP OF A CONCRETE MONUMENT FLUSH WITH THE GROUND.  THE STATION IS
 AC7425'LOCATED 51.5 M (169.0 FT) SOUTHWEST OF A WARNING SIGN ON THE DIRT
 AC7425'SERVICE ROAD BETWEEN END OF RUNWAYS 5-23 AND 7-25, AND 2.9 M (9.5 FT)
 AC7425'WEST-SOUTHWEST OF A WITNESS POST
 AC7425
 AC7425                          STATION RECOVERY (1997)
 AC7425
 AC7425'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 AC7425'THE STATION IS LOCATED APPROXIMATELY 17.0 MI (27.4 KM) SOUTH OF THE
 AC7425'COLORADO-NEW MEXICO STATE LINE, 1.0 MI (1.6 KM) NORTH OF U.S. HIGHWAY
 AC7425'550, 0.35 MI (0.56 KM) WEST OF FARMINGTON AT THE FOUR CORNERS REGIONAL
 AC7425'AIRPORT.  OWNERSHIP--CITY OF FARMINGTON.  AIRPORT MANAGER IS DOUG
 AC7425'BARRETT, PHONE 505-599-1395.  TO REACH THE STATION FROM THE JUNCTION
 AC7425'OF STATE HIGHWAY 170 AND WEST U.S HIGHWAY 550 WEST OF FARMINGTON, GO
 AC7425'EASTERLY ON U.S.  HIGHWAY 550FOR 0.5 MI (0.8 KM) TO THE JUNCTION WITH
 AC7425'APACHE ROAD ON THE LEFT.  TURN LEFT AND GO EASTERLY ON APACHE ROAD FOR
 AC7425'1.4 MI (2.3 KM) TO THE JUNCTION WITH AIRPORT ROAD.  TURN LEFT AND GO
 AC7425'NORTHEASTERLY ON AIRPORT ROAD FOR 0.4 MI (0.6 KM) TO THE JUNCTION WITH
 AC7425'MUNICIPAL DRIVE ON THE LEFT.  TURN LEFT AND GO NORTH 0.1 MI (0.2 KM)
 AC7425'TO THE JUNCTION WITH NAVAJO ROAD.  TURN LEFT AND GO WESTERLY ON NAVAJO
 AC7425'ROAD FOR 0.75 MI (1.21 KM) TO THE TERMINAL BUILDING AND ACCESS GATE 1,
 AC7425'JUST NORTH OF FIRE STATION 3. PASS THROUGH GATE AND GO NORTH ACROSS
 AC7425'APRON AND ALONG TAXIWAY D FOR 0.2 MI (0.3 KM) CROSSING RUNWAYS 7-25
 AC7425'AND 5-23.  PROCEED NORTHEAST 0.4 MI (0.6 KM) ALONG THE NORTH SIDE OF
 AC7425'RUNWAY 23 TO THE END OF RUNWAY 23.  TURN RIGHT AND GO SOUTHEAST 0.15
 AC7425'MI (0.24 KM) ACROSS RUNWAY END 23 AND TAXIWAY G, TO THE STATION.
 AC7425'LOCATED 168.8 FT (51.5 M) SOUTHWEST OF A WARNING SIGN ON THE DIRT
 AC7425'SERVICE ROAD, 9.6 FT (2.9 M) WEST-SOUTHWEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC7048 ***********************************************************************
 AC7048  SACS        -  This is a Secondary Airport Control Station.
 AC7048  DESIGNATION -  FMN N
 AC7048  PID         -  AC7048
 AC7048  STATE/COUNTY-  NM/SAN JUAN
 AC7048  USGS QUAD   -  FARMINGTON SOUTH (1979)
 AC7048
 AC7048                         *CURRENT SURVEY CONTROL
 AC7048  ___________________________________________________________________
 AC7048* NAD 83(1992)-  36 44 33.34581(N)    108 13 47.05493(W)     ADJUSTED  
 AC7048* NAVD 88     -      1676.05   (meters)    5498.8    (feet)  GPS OBS   
 AC7048  ___________________________________________________________________
 AC7048  X           -  -1,601,196.951 (meters)                     COMP
 AC7048  Y           -  -4,861,562.685 (meters)                     COMP
 AC7048  Z           -   3,795,531.243 (meters)                     COMP
 AC7048  LAPLACE CORR-           0.60  (seconds)                    DEFLEC99
 AC7048  ELLIP HEIGHT-        1654.93  (meters)          (08/10/01) GPS OBS
 AC7048  GEOID HEIGHT-         -21.13  (meters)                     GEOID03
 AC7048
 AC7048  HORZ ORDER  -  FIRST
 AC7048  ELLP ORDER  -  THIRD     CLASS II
 AC7048
 AC7048.This mark is at Four Corners Regional Airport (FMN)
 AC7048
 AC7048.The horizontal coordinates were established by GPS observations
 AC7048.and adjusted by the National Geodetic Survey in March 1997..
 AC7048
 AC7048.The orthometric height was determined by GPS observations and a
 AC7048.high-resolution geoid model.
 AC7048
 AC7048.GPS derived orthometric heights for airport stations designated as
 AC7048.PACS or SACS are published to 2 decimal places.  This maintains
 AC7048.centimeter relative accuracy between the PACS and SACS.  It does
 AC7048.not indicate centimeter accuracy relative to other marks which are
 AC7048.part of the NAVD 88 network.
 AC7048
 AC7048.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7048
 AC7048.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC7048
 AC7048.The ellipsoidal height was determined by GPS observations
 AC7048.and is referenced to NAD 83.
 AC7048
 AC7048.The geoid height was determined by GEOID03.
 AC7048
 AC7048;                    North         East     Units Scale Factor Converg.
 AC7048;SPC NM W     -   636,991.367   794,599.691   MT  0.99993210   -0 14 13.7
 AC7048;SPC NM W     - 2,089,862.51  2,606,949.15   sFT  0.99993210   -0 14 13.7
 AC7048;UTM  12      - 4,069,897.030   747,343.083   MT  1.00035378   +1 39 29.1
 AC7048
 AC7048!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7048!SPC NM W     -   0.99974035  x   0.99993210  =   0.99967247
 AC7048!UTM  12      -   0.99974035  x   1.00035378  =   1.00009404
 AC7048
 AC7048                          SUPERSEDED SURVEY CONTROL
 AC7048
 AC7048  ELLIP H (03/20/97) 1654.92   (m)                       GP(       ) 3 1
 AC7048
 AC7048.Superseded values are not recommended for survey control.
 AC7048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7048.See file dsdata.txt to determine how the superseded data were derived.
 AC7048
 AC7048_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYF4734369897(NAD 83)
 AC7048_MARKER: DD = SURVEY DISK
 AC7048_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AC7048_STAMPING: FMN N 1996
 AC7048_MARK LOGO: NGS   
 AC7048_PROJECTION: FLUSH
 AC7048_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC7048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC7048+STABILITY: SURFACE MOTION
 AC7048_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7048+SATELLITE: SATELLITE OBSERVATIONS - June 19, 1997
 AC7048_ROD/PIPE-DEPTH: 1.00 meters
 AC7048
 AC7048  HISTORY     - Date     Condition        Report By
 AC7048  HISTORY     - 1996     MONUMENTED       CHANCE
 AC7048  HISTORY     - 19970619 GOOD             NGS
 AC7048
 AC7048                          STATION DESCRIPTION
 AC7048
 AC7048'DESCRIBED BY JE CHANCE AND ASSOCIATES 1996 (SC)
 AC7048'THE STATION IS LOCATED APPROXIMATELY 27.4 KM (17.00 MI) SOUTH OF THE
 AC7048'COLORADO - NEW MEXICO STATE LINE, 1.6 KM (1.00 MI) NORTH OF US HIGHWAY
 AC7048'550, AND 0.6 KM (0.35 MI) WEST OF FARMINGTON AT THE FOUR CORNERS
 AC7048'REGIONAL AIRPORT.  OWNERSHIP -- CITY OF FARMINGTON, LYLE PRUITT -
 AC7048'MAINTENANCE MANAGER, PHONE (505) 599-7606 TO REACH THE STATION FROM
 AC7048'THE JUNCTION OF STATE HIGHWAY 170 AND WEST US HIGHWAY 550 WEST OF
 AC7048'FARMINGTON, PROCEED EASTERLY ON US HIGHWAY 550 FOR 0.8 KM (0.50 MI) TO
 AC7048'THE JUNCTION WITH APACHE ROAD ON THE LEFT. TURN LEFT AND GO EASTERLY
 AC7048'ON APACHE ROAD FOR 2.3 KM (1.40 MI) TO THE JUNCTION WITH AIRPORT ROAD.
 AC7048'TURN LEFT AND GO NORTHEASTERLY ON AIRPORT ROAD FOR 0.64 KM (0.40 MI)
 AC7048'TO THE JUNCTION WITH MUNICIPAL DRIVE ON THE LEFT.  TURN LEFT AND GO
 AC7048'NORTH FOR 0.16 KM (0.10 MI) TO THE JUNCTION WITH NAVNJO ROAD.  TURN
 AC7048'LEFT AND GO WESTERLY ON NAVAJO ROAD FOR 1.2 KM (0.75 MI) TO THE
 AC7048'TERMONAL BUILDING AND ACCESS GATE 1 JUST NORTH OF FIRE STATION 3.
 AC7048'PASS THROUGH GATE 1 AND PROCEED NORTHERLY ACROSS APRON AND ALONG
 AC7048'TAXIWAY D FOR 0.3 KM (0.20 MI) CROSSING RUNWAYS 7-25 AND 5-23 TO THE
 AC7048'STATION NORTH OF THE INTERSECTION OF THE TWO RUNWAYS THE STATION IS
 AC7048'THE CENTER OF A 5 CM SURVEY DISK SET INTO THE TOP OF A 1.0 M (3.3 FT)
 AC7048'LONG FENO PIPE, RECESSED 12 CM BELOW GROUND LEVEL AND ENCASED IN A
 AC7048'12.7 CM DIA PVC PIPE WITH NGS LOGO CAP SURROUNDED BY CONCRETE.  THE
 AC7048'LOGO CAP AND CONCRETE ARE SET FLUSH WITH THE GROUND. THREE CIRCULAR
 AC7048'ANCHOR PRONGS EXTEND FROM THE BOTTOM OF THE PIPE.  THE STATION IS
 AC7048'LOCATED 38.15 M (125.16 FT) SOUTHEAST OF A CGS DISK IN A CONCRETE
 AC7048'MONUMENT STAMPED FMN M 1977, 58.80 M (192.91 FT) NORTH-NORTHWEST OF
 AC7048'THE NORTHWEST EDGE OF RUNWAY 5-23, 56.10 M (184.05 FT) NORTH-NORTHWEST
 AC7048'OF A RUNWAY LIGHT, 78.0 M (255.9 FT) NORTHWEST OF A RUNWAY LIGHT, AND
 AC7048'0.8 M (2.6 FT) SOUTHEAST OF A CARSONITE WITNESS POST THE STATION IS
 AC7048'DESIGNATED AS A SECONDARY AIRPORT CONTROL STATION (SACS) - NEW MEXICO
 AC7048'ANA SURVEYS 1996
 AC7048
 AC7048                          STATION RECOVERY (1997)
 AC7048
 AC7048'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997
 AC7048'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC7049 ***********************************************************************
 AC7049  SACS        -  This is a Secondary Airport Control Station.
 AC7049  DESIGNATION -  FMN O
 AC7049  PID         -  AC7049
 AC7049  STATE/COUNTY-  NM/SAN JUAN
 AC7049  USGS QUAD   -  FARMINGTON SOUTH (1979)
 AC7049
 AC7049                         *CURRENT SURVEY CONTROL
 AC7049  ___________________________________________________________________
 AC7049* NAD 83(1992)-  36 44 24.61743(N)    108 14 08.51450(W)     ADJUSTED  
 AC7049* NAVD 88     -      1672.91   (meters)    5488.5    (feet)  GPS OBS   
 AC7049  ___________________________________________________________________
 AC7049  X           -  -1,601,752.326 (meters)                     COMP
 AC7049  Y           -  -4,861,546.591 (meters)                     COMP
 AC7049  Z           -   3,795,313.700 (meters)                     COMP
 AC7049  LAPLACE CORR-           0.58  (seconds)                    DEFLEC99
 AC7049  ELLIP HEIGHT-        1651.79  (meters)          (08/10/01) GPS OBS
 AC7049  GEOID HEIGHT-         -21.14  (meters)                     GEOID03
 AC7049
 AC7049  HORZ ORDER  -  FIRST
 AC7049  ELLP ORDER  -  THIRD     CLASS II
 AC7049
 AC7049.This mark is at Four Corners Regional Airport (FMN)
 AC7049
 AC7049.The horizontal coordinates were established by GPS observations
 AC7049.and adjusted by the National Geodetic Survey in March 1997..
 AC7049
 AC7049.The orthometric height was determined by GPS observations and a
 AC7049.high-resolution geoid model.
 AC7049
 AC7049.GPS derived orthometric heights for airport stations designated as
 AC7049.PACS or SACS are published to 2 decimal places.  This maintains
 AC7049.centimeter relative accuracy between the PACS and SACS.  It does
 AC7049.not indicate centimeter accuracy relative to other marks which are
 AC7049.part of the NAVD 88 network.
 AC7049
 AC7049.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7049
 AC7049.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC7049
 AC7049.The ellipsoidal height was determined by GPS observations
 AC7049.and is referenced to NAD 83.
 AC7049
 AC7049.The geoid height was determined by GEOID03.
 AC7049
 AC7049;                    North         East     Units Scale Factor Converg.
 AC7049;SPC NM W     -   636,724.548   794,066.220   MT  0.99993257   -0 14 26.5
 AC7049;SPC NM W     - 2,088,987.12  2,605,198.92   sFT  0.99993257   -0 14 26.5
 AC7049;UTM  12      - 4,069,612.595   746,818.508   MT  1.00035058   +1 39 15.9
 AC7049
 AC7049!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7049!SPC NM W     -   0.99974084  x   0.99993257  =   0.99967343
 AC7049!UTM  12      -   0.99974084  x   1.00035058  =   1.00009133
 AC7049
 AC7049                          SUPERSEDED SURVEY CONTROL
 AC7049
 AC7049  ELLIP H (03/20/97) 1651.77   (m)                       GP(       ) 3 1
 AC7049
 AC7049.Superseded values are not recommended for survey control.
 AC7049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7049.See file dsdata.txt to determine how the superseded data were derived.
 AC7049
 AC7049_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYF4681969613(NAD 83)
 AC7049_MARKER: DH = HORIZONTAL CONTROL DISK
 AC7049_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AC7049_SP_SET: CONCRETE HEADWALL
 AC7049_STAMPING: FMN O 1996
 AC7049_MARK LOGO: NGS   
 AC7049_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC7049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC7049+STABILITY: SURFACE MOTION
 AC7049_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7049+SATELLITE: SATELLITE OBSERVATIONS - June 02, 1997
 AC7049
 AC7049  HISTORY     - Date     Condition        Report By
 AC7049  HISTORY     - 1996     MONUMENTED       CHANCE
 AC7049  HISTORY     - 19970602 GOOD             NGS
 AC7049
 AC7049                          STATION DESCRIPTION
 AC7049
 AC7049'DESCRIBED BY JE CHANCE AND ASSOCIATES 1996 (SC)
 AC7049'THE STATION IS LOCATED APPROXIMATELY 27.4 KM (17.00 MI) SOUTH OF THE
 AC7049'COLORADO - NEW MEXICO STATE LINE, 1.6 KM (1.00 MI) NORTH OF US HIGHWAY
 AC7049'550, AND 0.6 KM (0.35 MI) WEST OF FARMINGTON AT THE FOUR CORNERS
 AC7049'REGIONAL AIRPORT.  OWNERSHIP -- CITY OF FARMINGTON, LYLE PRUITT -
 AC7049'MAINTENANCE MANAGER, PHONE (505) 599-7606 TO REACH THE STATION FROM
 AC7049'THE JUNCTION OF STATE HIGHWAY 170 AND WEST US HIGHWAY 550 WEST OF
 AC7049'FARMINGTON, PROCEED EASTERLY ON US HIGHWAY 550 FOR 0.8 KM (0.50 MI) TO
 AC7049'THE JUNCTION WITH APACHE ROAD ON THE LEFT. TURN LEFT AND GO EASTERLY
 AC7049'ON APACHE ROAD FOR 2.3 KM (1.40 MI) TO THE JUNCTION WITH AIRPORT ROAD.
 AC7049'TURN LEFT AND GO NORTHEASTERLY ON AIRPORT ROAD FOR 0.64 KM (0.40 MI)
 AC7049'TO THE JUNCTION WITH MUNICIPAL DRIVE ON THE LEFT.  TURN LEFT AND GO
 AC7049'NORTH FOR 0.16 KM (0.10 MI) TO THE JUNCTION WITH NAVNJO ROAD.  TURN
 AC7049'LEFT AND GO WESTERLY ON NAVAJO ROAD FOR 1.2 KM (0.75 MI) TO THE
 AC7049'TERMONAL BUILDING AND ACCESS GATE 1 JUST NORTH OF FIRE STATION 3.
 AC7049'PASS THROUGH GATE 1 AND PROCEED NORTHERLY ACROSS APRON FOR 0.08 KM
 AC7049'(0.05 MI) TO APRON NORTH OF T-HANGARS.  TURN LEFT AND GO WESTERLY
 AC7049'ALONG THE NORTH SIDE OF T-HANGARS FOR 0.3 KM (0.20 MI) TO THE JUNCTION
 AC7049'WITH TAXIWAY C.  TURN RIGHT AND GO NORTHERLY ON TAXIWAY C FOR 0.15 KM
 AC7049'(0.10 MI) CROSSING RUNWAY 5-23 TO THE JUNCTION WITH TAXIWAY A.  TURN
 AC7049'LEFT AND GO WEST ON TAXIWAY A FOR 0.15 KM (0.10 MI) TO THE STATION ON
 AC7049'THE LEFT SET IN A CONCRETE HEADWALL THE STATION IS A STANDARD SURVEY
 AC7049'DISK SET INTO A DRILL HOLE AT THE NORTH END OF A CONCRETE HEADWALL.
 AC7049'THE STATION IS LOCATED APPROXIMATELY 200 M (656.2 FT) EAST OF A
 AC7049'WINDSOCK, 41.75 M (136.97 FT) NORTH-NORTHWEST OF THE THIRD RUNWAY
 AC7049'LIGHT SOUTHWEST OF THE INTERSECTION OF TAXIWAY A AND RUNWAY 5-23,
 AC7049'65.70 M (215.55 FT) NORTHEAST OF THE FOURTH RUNWAY LIGHT, 43.60 M
 AC7049'(143.04 FT) NORTH-NORTHWEST OF THE NORTHWEST EDGE OF RUNWAY 5-23,
 AC7049'46.20 M (151.57 FT) SOUTHWEST OF THE CENTER OF A RUNWAY HOLDING
 AC7049'POSITION SIGN (A/23-5) , 19.20 M (62.99 FT) SOUTH OF THE SOUTH EDGE OF
 AC7049'TAXIWAY A, AND 0.9 M (3.0 FT) WEST OF A CARSONITE WITNESS POST THE
 AC7049'STATION IS DESIGNATED AS A SECONDARY AIRPORT CONTROL STATION (SACS) -
 AC7049'NEW MEXICO ANA SURVEYS 1996
 AC7049
 AC7049                          STATION RECOVERY (1997)
 AC7049
 AC7049'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 AC7049'RECOVERED AS DESCRIBED, WITH THE FOLLOWING CHANGES.  THE AIRPORT
 AC7049'MANAGERS IS NOW DOUG BARRETT, PHONE 505-599-1395.  THIS STATION HAS
 AC7049'BEEN SELECTED AS A SECONDARY AIRPORT CONTROL STATION (SACS) .
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1521 ***********************************************************************
 GL1521  DESIGNATION -  FOLSOM RED RAILROAD TANK
 GL1521  PID         -  GL1521
 GL1521  STATE/COUNTY-  NM/UNION
 GL1521  USGS QUAD   -  FOLSOM (1972)
 GL1521
 GL1521                         *CURRENT SURVEY CONTROL
 GL1521  ___________________________________________________________________
 GL1521* NAD 83(1992)-  36 50 37.23941(N)    103 55 17.64077(W)     ADJUSTED  
 GL1521* NAVD 88     -                                                        
 GL1521  ___________________________________________________________________
 GL1521  LAPLACE CORR-          -5.75  (seconds)                    DEFLEC99
 GL1521  GEOID HEIGHT-         -19.01  (meters)                     GEOID03
 GL1521
 GL1521  HORZ ORDER  -  THIRD
 GL1521
 GL1521.The horizontal coordinates were established by classical geodetic methods
 GL1521.and adjusted by the National Geodetic Survey in December 1993..
 GL1521
 GL1521
 GL1521.The Laplace correction was computed from DEFLEC99 derived deflections.
 GL1521
 GL1521.The geoid height was determined by GEOID03.
 GL1521
 GL1521;                    North         East     Units Scale Factor Converg.
 GL1521;SPC NM E     -   648,208.793   201,723.667   MT  0.99992570   +0 14 48.9
 GL1521;SPC NM E     - 2,126,665.02    661,821.73   sFT  0.99992570   +0 14 48.9
 GL1521;UTM  13      - 4,078,073.894   596,152.423   MT  0.99971390   +0 38 48.2
 GL1521
 GL1521                          SUPERSEDED SURVEY CONTROL
 GL1521
 GL1521  NAD 83(1992)-  36 50 37.24714(N)    103 55 17.63817(W) AD(       ) 4
 GL1521  NAD 83(1986)-  36 50 37.24726(N)    103 55 17.63362(W) AD(       ) 4
 GL1521  NAD 27      -  36 50 37.16000(N)    103 55 15.75000(W) AD(       ) 3
 GL1521
 GL1521.Superseded values are not recommended for survey control.
 GL1521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1521.See file dsdata.txt to determine how the superseded data were derived.
 GL1521
 GL1521_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEA9615278074(NAD 83)
 GL1521_MARKER: 53 = ELEVATED TANK
 GL1521
 GL1521  HISTORY     - Date     Condition        Report By
 GL1521  HISTORY     - 1945     FIRST OBSERVED   CGS
 GL1521  HISTORY     - 1970     GOOD             TPC
 GL1521
 GL1521                          STATION DESCRIPTION
 GL1521
 GL1521'DESCRIBED BY US ARMY TOPOGRAPHIC COMMAND (NOW DMA) 1970 (HGK)
 GL1521'THE WATER TANK HAS BEEN DISMANTLED BUT THE FOUR CONCRETE BASES
 GL1521'FOR THE LEGS REMAIN.
 GL1521'
 GL1521'BM J 84 1934 USC AND GS IS LOCATED IN THE CONCRETE BASE FOR THE
 GL1521'SOUTHWEST LEG OF THE TANK.  THE CONCRETE BASE AND THE MARK PROJECT
 GL1521'2.6 FEET ABOVE THE GROUND.
 GL1521'
 GL1521'GRAVITY MEASUREMENTS ARE TO BE MADE AT THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0853 ***********************************************************************
 DR0853  DESIGNATION -  FORD
 DR0853  PID         -  DR0853
 DR0853  STATE/COUNTY-  NM/CHAVES
 DR0853  USGS QUAD   -  EIGHTMILE DRAW (1982)
 DR0853
 DR0853                         *CURRENT SURVEY CONTROL
 DR0853  ___________________________________________________________________
 DR0853* NAD 83(1992)-  33 41 32.09527(N)    104 22 19.70614(W)     ADJUSTED  
 DR0853* NAVD 88     -      1127.3    (meters)    3698.     (feet)  VERTCON   
 DR0853  ___________________________________________________________________
 DR0853  LAPLACE CORR-           0.30  (seconds)                    DEFLEC99
 DR0853  GEOID HEIGHT-         -23.33  (meters)                     GEOID03
 DR0853
 DR0853  HORZ ORDER  -  SECOND
 DR0853
 DR0853.The horizontal coordinates were established by classical geodetic methods
 DR0853.and adjusted by the National Geodetic Survey in December 1993..
 DR0853
 DR0853.The NAVD 88 height was computed by applying the VERTCON shift value to
 DR0853.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DR0853
 DR0853.The Laplace correction was computed from DEFLEC99 derived deflections.
 DR0853
 DR0853.The geoid height was determined by GEOID03.
 DR0853
 DR0853;                    North         East     Units Scale Factor Converg.
 DR0853;SPC NM E     -   298,524.998   161,402.249   MT  0.99990925   -0 01 17.5
 DR0853;SPC NM E     -   979,410.76    529,533.88   sFT  0.99990925   -0 01 17.5
 DR0853;UTM  13      - 3,728,210.845   558,190.164   MT  0.99964174   +0 20 53.9
 DR0853
 DR0853!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR0853!SPC NM E     -   0.99982671  x   0.99990925  =   0.99973598
 DR0853!UTM  13      -   0.99982671  x   0.99964174  =   0.99946852
 DR0853
 DR0853:                Primary Azimuth Mark                     Grid Az
 DR0853:SPC NM E     -  BOSQUE                                   055 18 00.0
 DR0853:UTM  13      -  BOSQUE                                   054 55 48.6
 DR0853
 DR0853|---------------------------------------------------------------------|
 DR0853| PID    Reference Object                     Distance      Geod. Az  |
 DR0853|                                                           dddmmss.s |
 DR0853| DR0858 BOSQUE                              APPROX.12.6 KM 0551642.5 |
 DR0853| CJ6383 FORD RM 1                            14.661 METERS 06025     |
 DR0853| CJ6384 FORD RM 2                            14.778 METERS 16254     |
 DR0853|---------------------------------------------------------------------|
 DR0853
 DR0853                          SUPERSEDED SURVEY CONTROL
 DR0853
 DR0853  NAD 83(1986)-  33 41 32.10051(N)    104 22 19.70221(W) AD(       ) 2
 DR0853  NAD 27      -  33 41 31.78498(N)    104 22 17.81236(W) AD(       ) 2
 DR0853  NGVD 29 (07/19/86) 1126.8    (m)         3697.     (f) VERT ANG       
 DR0853
 DR0853.Superseded values are not recommended for survey control.
 DR0853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0853.See file dsdata.txt to determine how the superseded data were derived.
 DR0853
 DR0853_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SET5819028211(NAD 83)
 DR0853_MARKER: DD = SURVEY DISK
 DR0853_SETTING: 0 = UNSPECIFIED SETTING
 DR0853
 DR0853  HISTORY     - Date     Condition        Report By
 DR0853  HISTORY     - 1967     MONUMENTED       USGS
 DR0853
 DR0853                          STATION DESCRIPTION
 DR0853
 DR0853'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (LJM)
 DR0853'THE STATION IS LOCATED N 30 DEG E, 17 MI. (AIRLINE) FROM THE
 DR0853'JUNCTION OF U.S. HIGHWAY 285 AND 70, S 40 DEG E, 20 MI.
 DR0853'(AIRLINE) FROM THE JUNCTION OF U.S. HIGHWAY 285 AND STATE
 DR0853'HIGHWAY 20.  THE STATION IS LOCATED 5.5 FT. NW. OF A WITNESS
 DR0853'POST, IT CAN BE LOCATED FROM THE ROSWELL (NI 13-8) 1/250,000
 DR0853'SERIES MAP.
 DR0853'
 DR0853'STATION MARK--A STANDARD USGS BRONZE TABLET CRIMPED TO A
 DR0853'COPPERWELD ROD, CENTERED IN A SIX INCH TILE, FILLED WITH
 DR0853'GRAVEL, FLUSH WITH THE GROUND, DRIVEN TO A REFUSAL (7.0 FT.)
 DR0853'AND STAMPED FORD E.T. 1967.
 DR0853'
 DR0853'REFERENCE MARK NO. 1--A STANDARD USGS BRONZE REFERENCE MARK
 DR0853'TABLET CRIMPED TO A COPPERWELD ROD, DRIVEN TO REFUSAL (7.0 FT.),
 DR0853'CENTERED IN A SIX IN. TILE FILLED WITH GRAVEL, FLUSH WITH
 DR0853'THE GROUND AND STAMPED FORD E.T. 1967-1.
 DR0853'
 DR0853'REFERENCE MARK NO. 2--A STANDARD USGS BRONZE REFERENCE MARK
 DR0853'TABLET CRIMPED TO A COPPERWELD ROD DRIVEN TO REFUSAL (8.0 FT.),
 DR0853'CENTERED IN A SIX INCH TILE, FILLED WITH GRAVEL, FLUSH WITH
 DR0853'THE GROUND, STAMPED FORD E.T. 1967-2.
 DR0853'
 DR0853'DISTANCE BETWEEN R.M. 1 AND R.M. 2 IS 75.31 FT. (22.955 METERS).
 DR0853'
 DR0853'BOSQUE E.T. 1967 IS VISIBLE FROM THE GROUND AND WILL SERVE AS
 DR0853'THE AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1461 ***********************************************************************
 GL1461  DESIGNATION -  FORD
 GL1461  PID         -  GL1461
 GL1461  STATE/COUNTY-  NM/UNION
 GL1461  USGS QUAD   -  CLAYTON SW (1970)
 GL1461
 GL1461                         *CURRENT SURVEY CONTROL
 GL1461  ___________________________________________________________________
 GL1461* NAD 83(1992)-  36 21 02.88410(N)    103 10 54.49355(W)     ADJUSTED  
 GL1461* NAVD 88     -      1479.2    (meters)    4853.     (feet)  VERTCON   
 GL1461  ___________________________________________________________________
 GL1461  LAPLACE CORR-          -6.79  (seconds)                    DEFLEC99
 GL1461  GEOID HEIGHT-         -22.23  (meters)                     GEOID03
 GL1461
 GL1461  HORZ ORDER  -  SECOND
 GL1461
 GL1461.The horizontal coordinates were established by classical geodetic methods
 GL1461.and adjusted by the National Geodetic Survey in December 1993..
 GL1461
 GL1461.The NAVD 88 height was computed by applying the VERTCON shift value to
 GL1461.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GL1461
 GL1461.The Laplace correction was computed from DEFLEC99 derived deflections.
 GL1461
 GL1461.The geoid height was determined by GEOID03.
 GL1461
 GL1461;                    North         East     Units Scale Factor Converg.
 GL1461;SPC NM E     -   594,055.754   268,357.069   MT  1.00004067   +0 40 57.4
 GL1461;SPC NM E     - 1,948,997.92    880,434.82   sFT  1.00004067   +0 40 57.4
 GL1461;UTM  13      - 4,024,393.230   663,149.096   MT  0.99992796   +1 04 40.6
 GL1461
 GL1461!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GL1461!SPC NM E     -   0.99977139  x   1.00004067  =   0.99981205
 GL1461!UTM  13      -   0.99977139  x   0.99992796  =   0.99969936
 GL1461
 GL1461|---------------------------------------------------------------------|
 GL1461| PID    Reference Object                     Distance      Geod. Az  |
 GL1461|                                                           dddmmss.s |
 GL1461| CM8105 FORD RM 1                            10.135 METERS 17754     |
 GL1461| GL0695 RARDIN                              APPROX. 5.1 KM 2231543.5 |
 GL1461| CM8106 FORD RM 2                            13.533 METERS 27133     |
 GL1461|---------------------------------------------------------------------|
 GL1461
 GL1461                          SUPERSEDED SURVEY CONTROL
 GL1461
 GL1461  NAD 83(1986)-  36 21 02.89380(N)    103 10 54.48931(W) AD(       ) 2
 GL1461  NAD 27      -  36 21 02.78684(N)    103 10 52.70563(W) AD(       ) 2
 GL1461  NGVD 29 (07/19/86) 1478.5    (m)         4851.     (f) VERT ANG       
 GL1461
 GL1461.Superseded values are not recommended for survey control.
 GL1461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1461.See file dsdata.txt to determine how the superseded data were derived.
 GL1461
 GL1461_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA6314924393(NAD 83)
 GL1461_MARKER: DD = SURVEY DISK
 GL1461_SETTING: 0 = UNSPECIFIED SETTING
 GL1461
 GL1461  HISTORY     - Date     Condition        Report By
 GL1461  HISTORY     - 1970     MONUMENTED       USGS
 GL1461
 GL1461                          STATION DESCRIPTION
 GL1461
 GL1461'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (WC)
 GL1461'THE STATION IS LOCATED DUE SOUTH ABOUT 7.1 MILES AIRLINE
 GL1461'FROM CLAYTON, NEW MEXICO SOUTH 77 DEG WEST ABOUT 9.0 MILES
 GL1461'FROM TEXLINE, TEXAS.  90 FEET WEST OF STATE HIGHWAY 18 AT
 GL1461'A CURVE, 7.6 FEET EAST OF RIGHT-OF-WAY FENCE, 5.0 FEET SOUTHWEST
 GL1461'OF USGS WITNESS SIGN MOUNTED ON A METAL POST.
 GL1461'
 GL1461'TO REACH FROM THE UNION COUNTY COURT HOUSE IN CLAYTON, NEW
 GL1461'MEXICO, GO SOUTH ON STATE HIGHWAY 18 FOR 7.0 MILES TO THE
 GL1461'STATION ON THE RIGHT.
 GL1461'
 GL1461'STATION MARK IS A USGS BRONZE TABLET SOLDERED TO A COPPER
 GL1461'COATED STEEL ROD, DRIVEN TO A DEPTH OF 15 FEET, CENTERED
 GL1461'IN AN ORANGEBURG TILE, 6 INCHES IN DIAMETER, 12 INCHES LONG,
 GL1461'FILLED WITH GRAVEL.  THE TABLET IS FLUSH WITH THE GROUND
 GL1461'AND IS STAMPED FORD ET 1970.
 GL1461'
 GL1461'REFERENCE MARK NO. 1 IS A USC AND GS BENCH MARK DISK SET
 GL1461'IN A CONCRETE POST PROJECTING 0.1 FOOT AND STAMPED J 106
 GL1461'1934.
 GL1461'
 GL1461'REFERENCE MARK NO. 2 IS A USGS BRONZE REFERENCE MARK TABLET
 GL1461'SOLDERED TO A COPPER COATED STEEL ROD, DRIVEN TO A DEPTH OF
 GL1461'10 FEET, CENTERED IN AN ORANGEBURG TILE, 6 INCHES IN
 GL1461'DIAMETER, 12 INCHES LONG, FILLED WITH GRAVEL.  THE TABLET
 GL1461'IS FLUSH WITH THE GROUND AND STAMPED FORD ET 1970 NO. 2.
 GL1461'
 GL1461'STATION RARDIN 1935 USC AND GS IS VISIBLE FROM THE GROUND
 GL1461'AT THIS STATION AND WILL SERVE AS AZIMUTH MARK.
 GL1461'
 GL1461'ALL OBSERVATIONS WERE MADE FROM A STANDARD TRIPOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0750 ***********************************************************************
 CW0750  DESIGNATION -  FOREHAND
 CW0750  PID         -  CW0750
 CW0750  STATE/COUNTY-  NM/EDDY
 CW0750  USGS QUAD   -  COTTONWOOD HILLS (1985)
 CW0750
 CW0750                         *CURRENT SURVEY CONTROL
 CW0750  ___________________________________________________________________
 CW0750* NAD 83(1992)-  32 05 06.65914(N)    104 14 44.00615(W)     ADJUSTED  
 CW0750* NAVD 88     -      1050.     (meters)    3445.     (feet)  SCALED    
 CW0750  ___________________________________________________________________
 CW0750  LAPLACE CORR-          -4.71  (seconds)                    DEFLEC99
 CW0750  GEOID HEIGHT-         -25.02  (meters)                     GEOID03
 CW0750
 CW0750  HORZ ORDER  -  THIRD
 CW0750
 CW0750.The horizontal coordinates were established by classical geodetic methods
 CW0750.and adjusted by the National Geodetic Survey in December 1993..
 CW0750
 CW0750.The orthometric height was scaled from a topographic map.
 CW0750
 CW0750.The Laplace correction was computed from DEFLEC99 derived deflections.
 CW0750
 CW0750.The geoid height was determined by GEOID03.
 CW0750
 CW0750;                    North         East     Units Scale Factor Converg.
 CW0750;SPC NM E     -   120,316.289   173,285.807   MT  0.99990994   +0 02 47.8
 CW0750;SPC NM E     -   394,737.69    568,521.85   sFT  0.99990994   +0 02 47.8
 CW0750;UTM  13      - 3,550,126.653   571,196.090   MT  0.99966251   +0 24 02.7
 CW0750
 CW0750!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CW0750!SPC NM E     -   0.99983917  x   0.99990994  =   0.99974912
 CW0750!UTM  13      -   0.99983917  x   0.99966251  =   0.99950173
 CW0750
 CW0750                          SUPERSEDED SURVEY CONTROL
 CW0750
 CW0750  NAD 83(1986)-  32 05 06.65889(N)    104 14 44.00274(W) AD(       ) 3
 CW0750  NAD 27      -  32 05 06.22445(N)    104 14 42.21372(W) AD(       ) 3
 CW0750
 CW0750.Superseded values are not recommended for survey control.
 CW0750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0750.See file dsdata.txt to determine how the superseded data were derived.
 CW0750
 CW0750_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SER7119650127(NAD 83)
 CW0750_MARKER: DD = SURVEY DISK
 CW0750_SETTING: 66 = SET IN ROCK OUTCROP
 CW0750_SP_SET: SET IN ROCK OUTCROP
 CW0750_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CW0750+STABILITY: POSITION/ELEVATION WELL
 CW0750
 CW0750  HISTORY     - Date     Condition        Report By
 CW0750  HISTORY     - 1944     MONUMENTED       USGS
 CW0750
 CW0750                          STATION DESCRIPTION
 CW0750
 CW0750'DESCRIBED BY US GEOLOGICAL SURVEY 1944
 CW0750'STATION IS ABOUT 23 MI. S. OF CARLSBAD, ABOUT 1.1 MI. S. OF OLD
 CW0750'FOREHAND RANCH, ABOUT 0.25 MI. E. OF RD. ON TOP OF MOST WESTERLY OF
 CW0750'SEVERAL KNOLLS.
 CW0750'
 CW0750'STATION MARK--STANDARD TABLET, SET IN ROCK, AND STAMPED ---FOREHAND
 CW0750'1944---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0688 ***********************************************************************
 EO0688  DESIGNATION -  FOREST
 EO0688  PID         -  EO0688
 EO0688  STATE/COUNTY-  NM/QUAY
 EO0688  USGS QUAD   -  RAGLAND (1987)
 EO0688
 EO0688                         *CURRENT SURVEY CONTROL
 EO0688  ___________________________________________________________________
 EO0688* NAD 83(1992)-  34 47 45.87739(N)    103 38 11.31086(W)     ADJUSTED  
 EO0688* NAVD 88     -      1475.5    (meters)    4841.     (feet)  VERTCON   
 EO0688  ___________________________________________________________________
 EO0688  LAPLACE CORR-          -0.61  (seconds)                    DEFLEC99
 EO0688  GEOID HEIGHT-         -23.41  (meters)                     GEOID03
 EO0688
 EO0688  HORZ ORDER  -  SECOND
 EO0688
 EO0688.The horizontal coordinates were established by classical geodetic methods
 EO0688.and adjusted by the National Geodetic Survey in December 1993..
 EO0688
 EO0688.The NAVD 88 height was computed by applying the VERTCON shift value to
 EO0688.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EO0688
 EO0688.The Laplace correction was computed from DEFLEC99 derived deflections.
 EO0688
 EO0688.The geoid height was determined by GEOID03.
 EO0688
 EO0688;                    North         East     Units Scale Factor Converg.
 EO0688;SPC NM E     -   421,178.655   228,767.074   MT  0.99995919   +0 23 51.7
 EO0688;SPC NM E     - 1,381,816.97    750,546.64   sFT  0.99995919   +0 23 51.7
 EO0688;UTM  13      - 3,851,276.248   624,735.925   MT  0.99979177   +0 46 41.5
 EO0688
 EO0688!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EO0688!SPC NM E     -   0.99977212  x   0.99995919  =   0.99973132
 EO0688!UTM  13      -   0.99977212  x   0.99979177  =   0.99956394
 EO0688
 EO0688:                Primary Azimuth Mark                     Grid Az
 EO0688:SPC NM E     -  FOREST AZ MK                             002 06 05.0
 EO0688:UTM  13      -  FOREST AZ MK                             001 43 15.2
 EO0688
 EO0688|---------------------------------------------------------------------|
 EO0688| PID    Reference Object                     Distance      Geod. Az  |
 EO0688|                                                           dddmmss.s |
 EO0688| CJ6385 FOREST AZ MK                                       0022956.7 |
 EO0688| CJ6389 FOREST STANDPIPE                                   09107     |
 EO0688| CJ6388 FOREST RM 3                          23.910 METERS 10008     |
 EO0688| CJ6386 FOREST RM 1                          23.916 METERS 10013     |
 EO0688| EO0695 FIELD ATT TOWER                     APPROX.19.3 KM 1580052.6 |
 EO0688| CJ6387 FOREST RM 2                          30.200 METERS 18002     |
 EO0688| EO0477 G 110                                              1801521.0 |
 EO0688|---------------------------------------------------------------------|
 EO0688
 EO0688                          SUPERSEDED SURVEY CONTROL
 EO0688
 EO0688  NAD 83(1986)-  34 47 45.88040(N)    103 38 11.29950(W) AD(       ) 2
 EO0688  NAD 27      -  34 47 45.64800(N)    103 38 09.44300(W) AD(       ) 2
 EO0688  NGVD 29 (07/19/86) 1474.8    (m)         4839.     (f) VERT ANG       
 EO0688
 EO0688.Superseded values are not recommended for survey control.
 EO0688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0688.See file dsdata.txt to determine how the superseded data were derived.
 EO0688
 EO0688_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFU2473651276(NAD 83)
 EO0688_MARKER: DS = TRIANGULATION STATION DISK
 EO0688_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EO0688
 EO0688  HISTORY     - Date     Condition        Report By
 EO0688  HISTORY     - 1935     MONUMENTED       CGS
 EO0688  HISTORY     - 1970     GOOD             USGS
 EO0688  HISTORY     - 1972     SEE DESCRIPTION  NGS
 EO0688
 EO0688                          STATION DESCRIPTION
 EO0688
 EO0688'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 EO0688'ABOUT 25-1/2 MILES NORTH OF MELROSE, 7.1 MILES NORTH OF THE
 EO0688'QUAY-CURRY COUNTY LINE, 2 MILES WEST OF FOREST, IN SEC. 27, T. 7
 EO0688'N., R. 31 E., ON THE HIGHEST POINT OF A HIGH EAST-WEST RIDGE
 EO0688'COVERED WITH WHEAT FIELDS, AND IN THE RIGHT-OF-WAY FENCE ON
 EO0688'THE WEST SIDE OF STATE HIGHWAY 88.  THE STATION, UNDERGROUND,
 EO0688'AND REFERENCE MARKS ARE STANDARD DISKS SET IN CONCRETE.
 EO0688'REFERENCE MARK NO. 1 IS IN
 EO0688'THE RIGHT-OF-WAY FENCE EAST OF THE HIGHWAY AND 78.33 FEET
 EO0688'FROM STATION S 79 DEG 47 MIN E, AND NO. 2 IS IN THE
 EO0688'RIGHT-OF-WAY FENCE, WEST OF THE HIGHWAY AND 98.95 FEET FROM
 EO0688'STATION S 0 DEG 02 MIN W.  BENCH MARK G 110 (AZIMUTH
 EO0688'MARK), A STANDARD BENCH MARK DISK SET IN CONCRETE STAMPED
 EO0688'G-110-1934, IS IN THE SOUTHWEST CORNER OF THE
 EO0688'INTERSECTION OF THE STATE HIGHWAY AND A GRADED CROSSROAD
 EO0688'(THERE IS A SIGN TUCUMCARI 35 MILES IN THE NORTHEAST
 EO0688'CORNER), 2 FEET SOUTH OF AND 25 FEET WEST OF THE FENCE
 EO0688'CORNER IN THE SOUTHWEST ANGLE OF THE INTERSECTION, AND 1.1
 EO0688'MILES FROM STATION S 0 DEG 15 MIN W.
 EO0688
 EO0688                          STATION RECOVERY (1970)
 EO0688
 EO0688'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970 (JTD)
 EO0688'THE STATION IS LOCATED SOUTH 76 DEG EAST ABOUT 6 MILES AIRLINE FROM
 EO0688'RAGLAND, NEW MEXICO.  NORTH 76 DEG WEST ABOUT 2 MILES AIRLINE FROM
 EO0688'FORREST, NEW MEXICO.  37.5 FEET WEST OF THE CENTER OF HIGHWAY.  1.2
 EO0688'FEET EAST OF RIGHT-OF-WAY FENCE.
 EO0688'
 EO0688'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 18 AND 86
 EO0688'IN RAGLAND, NEW MEXICO, GO EAST ON STATE HIGHWAY 18 FOR 5.8 MILES TO
 EO0688'THE JUNCTION OF STATE HIGHWAY 88.  THEN SOUTH ON STATE HIGHWAY 88
 EO0688'FOR 1.85 MILES TO THE STATION SITE.  THE STATION IS 4.8 FEET
 EO0688'NORTHWEST OF A USC AND GS WITNESS SIGN MOUNTED ON A METAL POST.
 EO0688'
 EO0688'STATION MARK IS A USC AND GS BRONZE DISK STAMPED FOREST 1935 AND SET
 EO0688'IN A CONCRETE POST THAT PROJECTS 0.3 FEET.
 EO0688'
 EO0688'REFERENCE MARK NO. 1 IS A USC AND GS BRONZE REFERENCE MARK DISK
 EO0688'STAMPED FOREST NO. 1 1935 AND SET IN A CONCRETE POST THAT PROJECTS
 EO0688'0.4 FEET.  REFERENCE MARK HIT BY GRADER AND IS TIPPED SLIGHTLY TO
 EO0688'THE SOUTH.
 EO0688'
 EO0688'REFERENCE MARK NO. 2 IS A USC AND GS BRONZE REFERENCE MARK DISK
 EO0688'STAMPED FOREST NO. 2 1935 AND SET IN A CONCRETE POST THAT PROJECTS
 EO0688'0.3 FEET.
 EO0688'
 EO0688'STATION FRIO USC AND GS 1935 IS VISIBLE FROM THE GROUND AT THIS
 EO0688'STATION AND WILL SERVE AS THE AZIMUTH MARK.
 EO0688'
 EO0688'ALL HORIZONTAL OBSERVATIONS WERE MADE FROM A STANDARD TRIPOD.
 EO0688'
 EO0688'LIGHT AT STATION DAN ET 1970 WAS ELEVATED 12 FEET.
 EO0688
 EO0688                          STATION RECOVERY (1972)
 EO0688
 EO0688'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 EO0688'THE STATION MARK, AND REFERENCE MARKS NO. 1 AND NO. 2 WERE FOUND AND
 EO0688'HAD ALL BEEN BUMPED, APPARENTLY BY ROAD EQUIPMENT.  THE AZIMUTH MARK
 EO0688'(BENCH MARK G 110 1934) WAS NOT FOUND AND IS BELIEVED TO HAVE BEEN
 EO0688'DESTROYED DURING ROAD IMPROVEMENTS.  THE STATION MARK WAS PULLED
 EO0688'UP AND FOUND TO BE ECCENTRIC 0.018 METERS TO THE NORTH TOWARD
 EO0688'AZIMUTH MARK 1972.  THE UNDERGROUND STATION MARK WAS LEFT AS
 EO0688'FOUND, THE ORIGINAL SURFACE STATION MONUMENT WAS PLUMBED OVER
 EO0688'IT AND THE DISK STAMPED 1972, REFERENCE MARK NO. 1 WAS RE-LEVELED
 EO0688'FOR USE AS REFERENCE MARK NO. 3, REFERENCE MARK NO. 2 WAS
 EO0688'LEFT AS FOUND, AND A NEW AZIMUTH MARK WAS SET.
 EO0688'
 EO0688'A NEW DESCRIPTION FOLLOWS--
 EO0688'
 EO0688'THE STATION IS LOCATED ABOUT 26 MILES NORTH OF MELROSE, 7.1 MILES
 EO0688'NORTH OF THE QUAY-CURRY COUNTY LINE, 2 MILES WEST OF FOREST, 2 MILES
 EO0688'SOUTH OF JUNCTION OF STATE HIGHWAYS 18 AND 88, ALONG THE WEST SIDE
 EO0688'OF HIGHWAY 88, IN SEC. 27, T, 7 N, R 31 E, ON A HIGH EAST-WEST
 EO0688'RIDGE, 0.15 MILE NORTH OF THE JUNCTION WITH STATE HIGHWAY 210
 EO0688'LEADING EAST TO FOREST.
 EO0688'
 EO0688'THE STATION MARK IS A STANDARD DISK STAMPED FOREST 1935 1972, SET IN
 EO0688'A SQUARE CONCRETE MONUMENT WHICH PROJECTS 3-INCHES.  IT IS 38 FEET
 EO0688'WEST OF THE CENTER OF THE HIGHWAY, 1.5 FEET EAST OF A FENCE, AND
 EO0688'4.5 FEET NORTHWEST OF A METAL WITNESS POST.
 EO0688'
 EO0688'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED FOREST NO 2 1935, SET
 EO0688'IN A SQUARE CONCRET MONUMENT WHICH PROJECTS 2-INCHES.  IT IS 41 FEET
 EO0688'NORTHWEST OF HIGHWAY SIGN, JCT 210, 38 FEET WEST OF THE CENTER OF
 EO0688'THE HIGHWAY, AND 1 FOOT EAST OF A FENCE.
 EO0688'
 EO0688'REFERENCE MARK NO. 3 IS A STANDARD DISK STAMPED FOREST 1935 NO 3
 EO0688'1972, SET IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS 6-INCHES.  IT
 EO0688'IS 38 FEET EAST OF THE CENTER OF THE HIGHWAY, AND 1.5 FEET WEST OF
 EO0688'A FENCE.
 EO0688'
 EO0688'THE AZIMUTH MARK IS A STANDARD DISK STAMPED FOREST 1935 1972, SET IN
 EO0688'A ROUND CONCRETE MONUMENT WHICH PROJECTS 6-INCHES.  IT IS 40 FEET
 EO0688'EAST OF THE CENTER OF THE HIGHWAY, 2.5 FEET NORTH OF A T FENCE
 EO0688'CORNER, AND 0.5 FOOT WEST OF THE NORTH-SOUTH FENCE.
 EO0688'
 EO0688'TO REACH THE STATION FROM FOREST, GO WEST ON STATE HIGHWAY 210 FOR
 EO0688'2 MILES TO THE JUNCTION WITH STATE HIGHWAY 88, TURN RIGHT AND GO
 EO0688'NORTH 0.15 MILE TO THE STATION ON THE LEFT AS DESCRIBED.  TO REACH
 EO0688'THE AZIMUTH MARK FROM THE STATION CONTINUE NORH ON HIGHWAY 88 FOR
 EO0688'0.35 MILE TO THE T FENCE CORNER AND THE AZIMUTH MARK ON THE RIGHT
 EO0688'AS DESCRIBED.
 EO0688'
 EO0688'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES W OF
 EO0688'FOREST.
 EO0688'
 EO0688'HEIGHT OF LIGHT ABOVE STATION MARK 3 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS1370 ***********************************************************************
 DS1370  DESIGNATION -  FORK
 DS1370  PID         -  DS1370
 DS1370  STATE/COUNTY-  NM/SOCORRO
 DS1370  USGS QUAD   -  SQUAW PEAK (1965)
 DS1370
 DS1370                         *CURRENT SURVEY CONTROL
 DS1370  ___________________________________________________________________
 DS1370* NAD 83(1992)-  33 54 40.85109(N)    107 21 50.01055(W)     ADJUSTED  
 DS1370* NAVD 88     -      2039.     (meters)    6690.     (feet)  SCALED    
 DS1370  ___________________________________________________________________
 DS1370  LAPLACE CORR-          -3.09  (seconds)                    DEFLEC99
 DS1370  GEOID HEIGHT-         -21.90  (meters)                     GEOID03
 DS1370
 DS1370  HORZ ORDER  -  THIRD
 DS1370
 DS1370.The horizontal coordinates were established by classical geodetic methods
 DS1370.and adjusted by the National Geodetic Survey in December 1993..
 DS1370
 DS1370.The orthometric height was scaled from a topographic map.
 DS1370
 DS1370.The Laplace correction was computed from DEFLEC99 derived deflections.
 DS1370
 DS1370.The geoid height was determined by GEOID03.
 DS1370
 DS1370;                    North         East     Units Scale Factor Converg.
 DS1370;SPC NM C     -   323,380.021   396,994.394   MT  1.00003076   -0 37 17.4
 DS1370;SPC NM C     - 1,060,955.95  1,302,472.44   sFT  1.00003076   -0 37 17.4
 DS1370;UTM  13      - 3,754,842.597   281,449.605   MT  1.00018885   -1 19 09.7
 DS1370
 DS1370!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS1370!SPC NM C     -   0.99968346  x   1.00003076  =   0.99971421
 DS1370!UTM  13      -   0.99968346  x   1.00018885  =   0.99987225
 DS1370
 DS1370:                Primary Azimuth Mark                     Grid Az
 DS1370:SPC NM C     -  MT WITHINGTON FIRE LO CABIN              253 52 57.2
 DS1370:UTM  13      -  MT WITHINGTON FIRE LO CABIN              254 34 49.5
 DS1370
 DS1370|---------------------------------------------------------------------|
 DS1370| PID    Reference Object                     Distance      Geod. Az  |
 DS1370|                                                           dddmmss.s |
 DS1370| DS1372 MT WITHINGTON FIRE LO CABIN         APPROX.11.8 KM 2531539.8 |
 DS1370|---------------------------------------------------------------------|
 DS1370
 DS1370                          SUPERSEDED SURVEY CONTROL
 DS1370
 DS1370  NAD 83(1986)-  33 54 40.85643(N)    107 21 50.01323(W) AD(       ) 3
 DS1370  NAD 27      -  33 54 40.61577(N)    107 21 47.88268(W) AD(       ) 3
 DS1370
 DS1370.Superseded values are not recommended for survey control.
 DS1370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS1370.See file dsdata.txt to determine how the superseded data were derived.
 DS1370
 DS1370_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBT8145054843(NAD 83)
 DS1370_MARKER: DD = SURVEY DISK
 DS1370_SETTING: 0 = UNSPECIFIED SETTING
 DS1370_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DS1370
 DS1370  HISTORY     - Date     Condition        Report By
 DS1370  HISTORY     - 1957     MONUMENTED       USFS
 DS1370
 DS1370                          STATION DESCRIPTION
 DS1370
 DS1370'DESCRIBED BY US FOREST SERVICE 1957
 DS1370'STATION IS LOCATED APPROXIMATELY 32 MILES AIRLINE SOUTHEAST
 DS1370'OF DATIL AND 16 MILES SOUTHWEST OF MAGDALENA.  IT IS IN THE SOUTH
 DS1370'PART OF SECTION 33 T4S R5W, NMP.M. ALONG THE GRAVEL ROAD LEADING
 DS1370'WEST OF STATE ROAD 107 TO MONICA GUARD STATION, NEAR THE JUNCTION
 DS1370'OF A RUT ROAD TO THE NORTH.
 DS1370'
 DS1370'ROUTE TO STATION--FROM THE POST OFFICE IN MAGDALENA GO WEST ON
 DS1370'U.S. HWY. 60 FOR 0.5 MILE TO JUNCTION OF HWY. 60 AND STATE
 DS1370'ROAD 107.  TURN LEFT ON STATE ROAD 107.  CONTINUE ON STATE ROAD
 DS1370'107 TO JUNCTION OF ROAD TO RIGHT AT 16.8 MILES.  SIGN MONICA FIRE
 DS1370'STATION 13 AND MAGDALENA 17, TURN RIGHT ON GRADED ROAD.  AT 18.6
 DS1370'MILES END OF TRUCK TRAVEL AND STATION AT JUNCTION OF RUT ROAD TO
 DS1370'RIGHT AND SIGN JONES RANCH 9 MONICA GUARD STATION 11.
 DS1370'
 DS1370'STATION MARK--STATION MARK IS A STANDARD U.S. DEPARTMENT OF
 DS1370'AGRICULTURE FOREST SERVICE, BRONZE TABLET CEMENTED IN A
 DS1370'ONE INCH GALVANIZED PIPE.  PIPE IS 36 INCHES LONG.  TABLET
 DS1370'PROTUDES ABOUT 2 INCHES ABOVE GROUND LEVEL.  IT IS 94 FT. N 71 DEG
 DS1370'W OF THE JUNCTION OF THE RUT AND GRADED ROADS, 18 FT. NORTH OF
 DS1370'THE GRADED ROAD AND 23 FT. SOUTH OF RUT ROAD.  TABLET IS STAMPED
 DS1370'FORK 1957.
 DS1370'
 DS1370'SIGNAL--SIGNAL IS A WHITE FLAT ATTACHED TO A 5.4 FT. 2 IN X
 DS1370'2 IN POLE.
 DS1370'
 DS1370'THE PICTURE POINT IS A BUSH, 169 FEET DISTANT, IN TRUE AZIMUTH
 DS1370'120 DEG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1775 ***********************************************************************
 CX1775  DESIGNATION -  FORT
 CX1775  PID         -  CX1775
 CX1775  STATE/COUNTY-  NM/DONA ANA
 CX1775  USGS QUAD   -  SIERRA ALTA (1978)
 CX1775
 CX1775                         *CURRENT SURVEY CONTROL
 CX1775  ___________________________________________________________________
 CX1775* NAD 83(1992)-  32 30 02.13376(N)    107 00 02.40928(W)     ADJUSTED  
 CX1775* NAVD 88     -      1363.     (meters)    4472.     (feet)  SCALED    
 CX1775  ___________________________________________________________________
 CX1775  LAPLACE CORR-          -1.15  (seconds)                    DEFLEC99
 CX1775  GEOID HEIGHT-         -23.77  (meters)                     GEOID03
 CX1775
 CX1775  HORZ ORDER  -  SECOND
 CX1775
 CX1775.The horizontal coordinates were established by classical geodetic methods
 CX1775.and adjusted by the National Geodetic Survey in December 1993..
 CX1775
 CX1775.The orthometric height was scaled from a topographic map.
 CX1775
 CX1775.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1775
 CX1775.The geoid height was determined by GEOID03.
 CX1775
 CX1775;                    North         East     Units Scale Factor Converg.
 CX1775;SPC NM C     -   166,621.091   429,461.194   MT  0.99996134   -0 24 12.1
 CX1775;SPC NM C     -   546,656.03  1,408,990.60   sFT  0.99996134   -0 24 12.1
 CX1775;UTM  13      - 3,597,688.460   312,043.758   MT  1.00003565   -1 04 31.0
 CX1775
 CX1775!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1775!SPC NM C     -   0.99978984  x   0.99996134  =   0.99975119
 CX1775!UTM  13      -   0.99978984  x   1.00003565  =   0.99982548
 CX1775
 CX1775|---------------------------------------------------------------------|
 CX1775| PID    Reference Object                     Distance      Geod. Az  |
 CX1775|                                                           dddmmss.s |
 CX1775| CC7406 FORT RM 1                            22.146 METERS 05739     |
 CX1775| CC7407 FORT RM 2                            16.248 METERS 12224     |
 CX1775| CC7405 FORT AZ MK                                         2543657.0 |
 CX1775|---------------------------------------------------------------------|
 CX1775
 CX1775                          SUPERSEDED SURVEY CONTROL
 CX1775
 CX1775  NAD 83(1986)-  32 30 02.14012(N)    107 00 02.41285(W) AD(       ) 2
 CX1775  NAD 27      -  32 30 01.82848(N)    107 00 00.36517(W) AD(       ) 2
 CX1775
 CX1775.Superseded values are not recommended for survey control.
 CX1775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1775.See file dsdata.txt to determine how the superseded data were derived.
 CX1775
 CX1775_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR1204497688(NAD 83)
 CX1775_MARKER: DS = TRIANGULATION STATION DISK
 CX1775_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 CX1775_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 CX1775
 CX1775  HISTORY     - Date     Condition        Report By
 CX1775  HISTORY     - 1936     MONUMENTED       CGS
 CX1775  HISTORY     - 1964     GOOD             CGS
 CX1775
 CX1775                          STATION DESCRIPTION
 CX1775
 CX1775'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (WRP)
 CX1775'ABOUT 15 MILES SOUTHEAST OF HATCH, ABOUT 5 MILES WEST OF OLD
 CX1775'FORT SLEDEN, ON A FLAT MESA ABOUT 2 MILES WEST OF U.S. HIGHWAY
 CX1775'85.  TO REACH FROM HATCH POST OFFICE, GO SOUTH 17.0 MILES
 CX1775'ON U.S. HIGHWAY 85, JUST NORTH OF WHERE THE ROAD BENDS TO THE
 CX1775'SOUTHEAST BETWEEN HIGH BLUFFS AND RIVER, HERE TURN RIGHT UP A
 CX1775'WASH WHICH RUNS UNDER A CONCRETE HIGHWAY BRIDGE, FOLLOW THE
 CX1775'LEFT SIDE OF A DIRT LEVEE 0.35 MILES, BEAR TO THE LEFT UP A
 CX1775'SANDY WASH 1.85 MILES, BEAR TO THE LEFT UP ON THE MESA 0.15
 CX1775'MILE TO THE HIGHEST POINT AND THE STATION.  THE STATION,
 CX1775'UNDERGROUND, AZIMUTH, AND REFERENCE MARKS ARE STANDARD DISKS
 CX1775'SET IN CONCRETE AND TILE.
 CX1775'REFERENCE MARK NO. 1 IS 22.146 METERS (72.66 FEET)
 CX1775'FROM THE STATION N 57 DEG 39 MIN E, AND NO. 2 IS
 CX1775'16.248 METERS (53.31 FEET) FROM THE STATION S 57 DEG 36 MIN E.
 CX1775'THE AZIMUTH MARK IS ON A SMALL KNOLL AND IS
 CX1775'APPROXIMATELY 0.25 MILE FROM THE STATION S 74 DEG 37 MIN W.
 CX1775
 CX1775                          STATION RECOVERY (1964)
 CX1775
 CX1775'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (FHB)
 CX1775'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 CX1775'IN GOOD CONDITION.  A NEW DESCRIPTION ON HOW TO REACH THE
 CX1775'STATION FOLLOWS.
 CX1775'
 CX1775'TO REACH THE STATION FROM THE POST OFFICE IN HATCH, GO SOUTH
 CX1775'ON U.S. HIGHWAY 85 FOR 15.1 MILES TO A LARGE CONCRETE BRIDGE.
 CX1775'CONTINUE SOUTH ON THE HIGHWAY FOR 3.3 MILES TO A SIDE ROAD,
 CX1775'RIGHT, AT THE NORTH END OF A LOW CONCRETE BRIDGE.  TURN RIGHT OFF
 CX1775'THE HIGHWAY, PASS THROUGH A WIRE GATE AND GO WEST ON THE DIRT
 CX1775'ROAD FOR 0.3 MILE TO A CORRAL AND A FARMHOUSE.  FROM HERE
 CX1775'USE A 4-WHEEL DRIVE VEHICLE, PASS THROUGH A WIRE GATE IN AN
 CX1775'EAST-WEST FENCE LINE, THEN TURN WEST UP THE DRY STREAM BED FOR
 CX1775'ABOUT 250 FEET TO A TRACK ROAD ON THE LEFT, SOUTH SIDE OF THE
 CX1775'STREAM.  FOLLOW THE TRACK ROAD WEST FOR 0.3 MILE.  TURN
 CX1775'LEFT, SOUTH AND FOLLOW THE DRY STREAM BED SOUTH AND WESTERLY
 CX1775'FOR 1.65 MILES.  TAKE THE RIGHT FORK OF THE STREAM BED
 CX1775'AND GO WESTERLY FOR 0.1 MILE.  TURN RIGHT OFF THE MAIN
 CX1775'STREAM BED AND GO NORTHWEST UP A DRY, SANDY RAVINE FOR 0.5
 CX1775'MILE.  TURN LEFT OUT OF THE RAVINE ONTO A RIDGE, FOLLOW THE
 CX1775'RIDGE WESTERLY, ALONG THE LEFT SIDE OF THE RAVINE FOR
 CX1775'0.35 MILE TO THE TOP OF THE RIDGE, A MESA AND THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS1338 ***********************************************************************
 DS1338  DESIGNATION -  FORT
 DS1338  PID         -  DS1338
 DS1338  STATE/COUNTY-  NM/SOCORRO
 DS1338  USGS QUAD   -  FORT CRAIG (1980)
 DS1338
 DS1338                         *CURRENT SURVEY CONTROL
 DS1338  ___________________________________________________________________
 DS1338* NAD 83(1992)-  33 38 58.03546(N)    107 02 37.85505(W)     ADJUSTED  
 DS1338* NAVD 88     -      1426.     (meters)    4678.     (feet)  VERTCON   
 DS1338  ___________________________________________________________________
 DS1338  LAPLACE CORR-           0.12  (seconds)                    DEFLEC99
 DS1338  GEOID HEIGHT-         -22.82  (meters)                     GEOID03
 DS1338
 DS1338  HORZ ORDER  -  SECOND
 DS1338
 DS1338.The horizontal coordinates were established by classical geodetic methods
 DS1338.and adjusted by the National Geodetic Survey in December 1993..
 DS1338
 DS1338.The NAVD 88 height was computed by applying the VERTCON shift value to
 DS1338.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DS1338
 DS1338.The Laplace correction was computed from DEFLEC99 derived deflections.
 DS1338
 DS1338.The geoid height was determined by GEOID03.
 DS1338
 DS1338;                    North         East     Units Scale Factor Converg.
 DS1338;SPC NM C     -   294,058.144   426,367.029   MT  0.99996682   -0 26 23.6
 DS1338;SPC NM C     -   964,755.76  1,398,839.16   sFT  0.99996682   -0 26 23.6
 DS1338;UTM  13      - 3,725,162.915   310,467.601   MT  1.00004288   -1 07 58.3
 DS1338
 DS1338!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS1338!SPC NM C     -   0.99977981  x   0.99996682  =   0.99974664
 DS1338!UTM  13      -   0.99977981  x   1.00004288  =   0.99982268
 DS1338
 DS1338|---------------------------------------------------------------------|
 DS1338| PID    Reference Object                     Distance      Geod. Az  |
 DS1338|                                                           dddmmss.s |
 DS1338| CD2907 FORT RM 1                            16.246 METERS 12527     |
 DS1338| CD2908 FORT RM 2                            15.528 METERS 21527     |
 DS1338| CD2906 FORT AZ MK                                         2704719.9 |
 DS1338|---------------------------------------------------------------------|
 DS1338
 DS1338                          SUPERSEDED SURVEY CONTROL
 DS1338
 DS1338  NAD 83(1986)-  33 38 58.04295(N)    107 02 37.85729(W) AD(       ) 2
 DS1338  NAD 27      -  33 38 57.81311(N)    107 02 35.73011(W) AD(       ) 2
 DS1338  NGVD 29 (07/19/86) 1425.     (m)         4675.     (f) VERT ANG       
 DS1338
 DS1338.Superseded values are not recommended for survey control.
 DS1338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS1338.See file dsdata.txt to determine how the superseded data were derived.
 DS1338
 DS1338_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT1046825163(NAD 83)
 DS1338_MARKER: DS = TRIANGULATION STATION DISK
 DS1338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS1338
 DS1338  HISTORY     - Date     Condition        Report By
 DS1338  HISTORY     - 1954     MONUMENTED       CGS
 DS1338  HISTORY     - 1959     GOOD             USGS
 DS1338
 DS1338                          STATION DESCRIPTION
 DS1338
 DS1338'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (WRH)
 DS1338'STATION IS LOCATED, AIRLINE, ABOUT 21 MILES SOUTH SOUTHWEST
 DS1338'OF SAN ANTONIO, 2-1/2 MILES SOUTHEAST OF U.S. HIGHWAY 85, 2 MILES
 DS1338'NORTHWEST OF THE FORT CRAIG RUINS AND ON A LOW GRAVEL COVERED
 DS1338'RIDGE ON THE WEST SIDE OF THE RIO GRANDE RIVER.
 DS1338'
 DS1338'STATION IS REACHED AS FOLLOWS--FROM THE JUNCTION OF U.S.
 DS1338'HIGHWAYS 85 AND 380 IN SAN ANTONIO, GO SOUTHWESTERLY ON U.S.
 DS1338'HIGHWAY 85 FOR 23.0 MILES TO A CROSS ROAD AT THE FORT CRAIG
 DS1338'HISTORICAL MARKER.  TURN LEFT AND GO EAST FOR 1.1 MILES TO A
 DS1338'CATTLE GUARD.  CONTINUE FOR 1.1 MILES TO A FORK JUST AFTER
 DS1338'PASSING A TRUCK ROAD ON THE LEFT.  THE AZIMUTH MARK IS 100 FEET
 DS1338'EAST ON THE RIGHT SIDE OF THE MAIN ROAD.  TAKE THE LEFT FORK
 DS1338'AND GO 0.5 MILE.  TURN LEFT OF THE ROAD AND GO NORTHEAST FOR
 DS1338'0.1 MILE TO THE TOP OF THE LOW RIDGE AND THE STATION.
 DS1338'
 DS1338'STATION MARK, STAMPED FORT 1954, IS A STANDARD DISK SET IN THE
 DS1338'TOP OF A 12 INCH SQUARE CONCRETE POST THAT PROJECTS 4 INCHES.
 DS1338'IT IS 10.0 FEET NORTH OF A WITNESS POST.
 DS1338'
 DS1338'REFERENCE MARK NUMBER 1, STAMPED FORT NO 1 1954, IS A STANDARD
 DS1338'DISK SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT
 DS1338'PROJECTS 2 INCHES AND IS AT ABOUT THE SAME ELEVATION AS
 DS1338'THE STATION.
 DS1338'
 DS1338'REFERENCE MARK NUMBER 2, STAMPED FORT NO 2 1954, IS A
 DS1338'STANDARD DISK SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST
 DS1338'THAT PROJECTS 5 INCHES AND IS ABOUT 8 INCHES LOWER THAN THE STATION.
 DS1338'
 DS1338'AZIMUTH MARK, STAMPED FORT 1954, IS A STANDARD DISK SET IN
 DS1338'THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT PROJECTS 4
 DS1338'INCHES.  IT IS IN THE FORK OF THE MAIN ROAD AND A TRACK ROAD
 DS1338'LEADING TO THE SOUTHEAST AND 20.0 FEET SOUTH OF THE CENTERLINE
 DS1338'OF THE MAIN ROAD.
 DS1338'
 DS1338'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 DS1338
 DS1338                          STATION RECOVERY (1959)
 DS1338
 DS1338'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 DS1338'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0793 ***********************************************************************
 CY0793  DESIGNATION -  FORT BAYARD RESET
 CY0793  PID         -  CY0793
 CY0793  STATE/COUNTY-  NM/GRANT
 CY0793  USGS QUAD   -  FORT BAYARD (1992)
 CY0793
 CY0793                         *CURRENT SURVEY CONTROL
 CY0793  ___________________________________________________________________
 CY0793* NAD 83(1992)-  32 47 48.33097(N)    108 09 07.78360(W)     ADJUSTED  
 CY0793* NAVD 88     -      1879.279  (meters)    6165.60   (feet)  ADJUSTED  
 CY0793  ___________________________________________________________________
 CY0793  LAPLACE CORR-           2.86  (seconds)                    DEFLEC99
 CY0793  GEOID HEIGHT-         -23.43  (meters)                     GEOID03
 CY0793  DYNAMIC HT  -        1876.331 (meters)    6155.93  (feet)  COMP
 CY0793  MODELED GRAV-     979,001.5   (mgal)                       NAVD 88
 CY0793
 CY0793  HORZ ORDER  -  SECOND
 CY0793  VERT ORDER  -  FIRST     CLASS II
 CY0793
 CY0793.The horizontal coordinates were established by classical geodetic methods
 CY0793.and adjusted by the National Geodetic Survey in December 1993..
 CY0793
 CY0793.The orthometric height was determined by differential leveling
 CY0793.and adjusted by the National Geodetic Survey in June 1991..
 CY0793
 CY0793.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY0793
 CY0793.The geoid height was determined by GEOID03.
 CY0793
 CY0793.The dynamic height is computed by dividing the NAVD 88
 CY0793.geopotential number by the normal gravity value computed on the
 CY0793.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0793.degrees latitude (g = 980.6199 gals.).
 CY0793
 CY0793.The modeled gravity was interpolated from observed gravity values.
 CY0793
 CY0793;                    North         East     Units Scale Factor Converg.
 CY0793;SPC NM W     -   199,262.110   800,138.725   MT  0.99992766   -0 10 21.7
 CY0793;SPC NM W     -   653,745.77  2,625,121.80   sFT  0.99992766   -0 10 21.7
 CY0793;UTM  12      - 3,632,347.732   766,687.135   MT  1.00047706   +1 32 36.5
 CY0793
 CY0793!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY0793!SPC NM W     -   0.99970871  x   0.99992766  =   0.99963639
 CY0793!UTM  12      -   0.99970871  x   1.00047706  =   1.00018563
 CY0793
 CY0793:                Primary Azimuth Mark                     Grid Az
 CY0793:SPC NM W     -  FORT BAYARD WATER TANK                   021 26 42.7
 CY0793:UTM  12      -  FORT BAYARD WATER TANK                   019 43 44.5
 CY0793
 CY0793|---------------------------------------------------------------------|
 CY0793| PID    Reference Object                     Distance      Geod. Az  |
 CY0793|                                                           dddmmss.s |
 CY0793| CY0914 FORT BAYARD WATER TANK              412.142 METERS 0211621.0 |
 CY0793| CY0924 HURLEY SMOKESTACK                   APPROX.11.1 KM 1660916.2 |
 CY0793| CY0794 FORT BAYARD RM 1                      4.667 METERS 17602     |
 CY0793| CC7413 GCONM 2                                            2042813.2 |
 CY0793| CC7414 WHEELER ASTRO STATION=BAYARD          7.280 METERS 35144     |
 CY0793| CY0915 BAYARD COPPER BOLT                    7.213 METERS 35155     |
 CY0793|---------------------------------------------------------------------|
 CY0793
 CY0793                          SUPERSEDED SURVEY CONTROL
 CY0793
 CY0793  NAD 83(1986)-  32 47 48.32863(N)    108 09 07.78378(W) AD(       ) 2
 CY0793  NAD 27      -  32 47 48.05688(N)    108 09 05.62237(W) AD(       ) 2
 CY0793  NGVD 29 (07/19/86) 1878.0    (m)         6161.     (f) VERT ANG       
 CY0793
 CY0793.Superseded values are not recommended for survey control.
 CY0793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0793.See file dsdata.txt to determine how the superseded data were derived.
 CY0793
 CY0793_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYB6668732348(NAD 83)
 CY0793_MARKER: DS = TRIANGULATION STATION DISK
 CY0793_SETTING: 66 = SET IN ROCK OUTCROP
 CY0793_SP_SET: ROCK OUTCROP
 CY0793_STAMPING: FORT BAYARD USGS 1945
 CY0793_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CY0793+STABILITY: POSITION/ELEVATION WELL
 CY0793_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CY0793+SATELLITE: SATELLITE OBSERVATIONS - September 06, 2004
 CY0793
 CY0793  HISTORY     - Date     Condition        Report By
 CY0793  HISTORY     - 1945     MONUMENTED       USGS
 CY0793  HISTORY     - 1945     GOOD             USGS
 CY0793  HISTORY     - 1980     GOOD             NGS
 CY0793  HISTORY     - 20040906 GOOD             GEOCAC
 CY0793
 CY0793                          STATION DESCRIPTION
 CY0793
 CY0793'DESCRIBED BY US GEOLOGICAL SURVEY 1945 (RAM)
 CY0793'THE STATION IS LOCATED ABOUT 100 FEET S OF THE S CORNER
 CY0793'OF THE SOJOURNERS CLUB AT FORT BAYARD.
 CY0793'
 CY0793'TO REACH THE CLUBHOUSE FROM THE MAIN ENTRANCE GATE TO THE
 CY0793'FORT, GO NE ON THE PAVED ROAD FOR 0.25 MILE, TURN LEFT FOR
 CY0793'0.1 MILE, THENCE RIGHT FOR 0.25 MILE TO A ROAD LEFT JUST
 CY0793'BEFORE REACHING THE HOSPITAL ZONE.  TURN LEFT FOR 0.05 MILE,
 CY0793'THEN TAKE A LEFT FORK ON A DIRT ROAD UP THE HILL FOR 0.1
 CY0793'MILE TO THE STATION ON THE RIGHT, JUST BEFORE REACHING THE
 CY0793'SOJOURNERS CLUB ON THE LEFT.  STATION IS ON THE S END OF THE
 CY0793'RIDGE ON WHICH THE CLUBHOUSE IS BUILT.
 CY0793'
 CY0793'THE STATION MARK, WHICH IS A BRONZE STATION DISK, STAMPED
 CY0793'FORT BAYARD USGS 1945, IS SET IN A DRILL HOLE IN OUTCROPPING
 CY0793'BEDROCK FLUSH WITH THE GROUND AND IS LOCATED 100.2 FEET S
 CY0793'OF THE S CORNER OF THE CLUBHOUSE AND 33 FEET SE OF THE CENTER
 CY0793'OF THE ROAD.
 CY0793'
 CY0793'REFERENCE MARK 1, WHICH IS A BRONZE REFERENCE DISK, STAMPED
 CY0793'FORT BAYARD USGS NO 1 1945, IS SET IN A DRILL HOLE IN OUTCROPPING
 CY0793'BEDROCK FLUSH WITH THE GROUND AND IS LOCATED S OF THE STATION
 CY0793'AND ABOUT 1 FOOT LOWER.
 CY0793'
 CY0793'REFERENCE MARK 2, WHICH IS A STANDARD U.S. GEOLOGICAL SURVEY
 CY0793'BENCH-MARK DISK WITH A PIECE BROKEN OFF ONE SIDE AND THE ORIGINAL
 CY0793'STAMPING OBLITERATED, IS SET IN A DRILL HOLE IN A SQUARE
 CY0793'GRANITE STONE WHICH PROJECTS ABOUT 1-1/4 FEET ABOVE THE
 CY0793'GROUND.  IT IS N OF THE STATION AND ABOUT 2-1/2 FEET HIGHER.
 CY0793'
 CY0793'A COPPER BOLT WITH A CROSS IN THE TOP OF IT IS SET IN THE SAME
 CY0793'GRANITE STONE AS REFERENCE MARK 2 AND FLUSH WITH THE SURFACE
 CY0793'OF THE TOP OF THE STONE.
 CY0793'
 CY0793'THE AZIMUTH MARK, WHICH IS A U.S.C. AND G.S. AND STATE SURVEY
 CY0793'BRONZE DISK, STAMPED GCONM 2, IS SET IN A SMALL MASS OF CONCRETE
 CY0793'ON TOP OF A SQUARE CONCRETE POST WHICH PROJECTS ABOUT 1 FOOT
 CY0793'ABOVE THE GROUND, AND IS LOCATED SSW OF THE STATION, ABOUT
 CY0793'35 YARDS NW OF THE MAIN ENTRANCE GATE AT FORT BAYARD, AND 48
 CY0793'FEET NE OF THE CENTER OF U.S. HIGHWAY 260.
 CY0793
 CY0793                          STATION RECOVERY (1945)
 CY0793
 CY0793'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1945
 CY0793'STATION MARK--A BRONZE USC AND GS STATION DISK, STAMPED ---FORT
 CY0793'BAYARD USGS 1945---.
 CY0793'
 CY0793'NOTE--REFERENCE MARK NO. 2 OF THE U.S. COAST AND GEODETIC SURVEY
 CY0793'IS A STANDARD USGS ALUMINUM TABLET, SET IN A SQUARE GRANITE STONE,
 CY0793'WHICH PROJECTS 1-1/2 FT. ABOVE THE GROUND.  THIS MARK IS IDENTICAL
 CY0793'WITH THE 1879 WHEELER ASTRONOMIC STATION AND WAS THE MARK USED BY
 CY0793'USGS IN 1931 AS STATION ---BAYARD---.
 CY0793
 CY0793                          STATION RECOVERY (1980)
 CY0793
 CY0793'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CY0793'12.9 KM EAST FROM SILVER CITY.
 CY0793'1.1 KILOMETERS (0.7 MILE) NORTH ALONG HUDSON STREET (STATE HIGHWAY 90)
 CY0793'FROM THE POST OFFICE IN SILVER CITY, THENCE 11.0 KILOMETERS (6.8
 CY0793'MILES) SOUTHEAST ALONG U.S. HIGHWAY 180, THENCE 0.8 KILOMETER (0.5
 CY0793'MILE) NORTHWEST ALONG A PAVED ROAD (OLD U.S. HIGHWAY 180), THENCE 0.8
 CY0793'KILOMETER (0.5 MILE) NORTHEAST ALONG A PAVED ROAD TO THE FORT BAYARD
 CY0793'HOSPITAL, THENCE 0.2 KILOMETER (0.1 MILE) NORTHWEST ALONG A PAVED, 0.2
 CY0793'KILOMETER (0.1 MILE) NORTHWEST OF THE HOSPITAL, AT A ABANDONED WHITE
 CY0793'BUILDING, 30.5 METERS (100.2 FEET) SOUTH OF THE SOUTH CORNER OF THE
 CY0793'BUILDING, 10.1 METERS (33.0 FEET) SOUTHEAST OF THE CENTER OF THE ROAD
 CY0793'AND 6.4 METERS (21.0 FEET) SOUTH-SOUTHEAST OF A POLE WITH A STREET LIG
 CY0793'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 CY0793
 CY0793                          STATION RECOVERY (2004)
 CY0793
 CY0793'RECOVERY NOTE BY GEOCACHING 2004 (CB)
 CY0793'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0794 ***********************************************************************
 CY0794  DESIGNATION -  FORT BAYARD RM 1
 CY0794  PID         -  CY0794
 CY0794  STATE/COUNTY-  NM/GRANT
 CY0794  USGS QUAD   -  FORT BAYARD (1992)
 CY0794
 CY0794                         *CURRENT SURVEY CONTROL
 CY0794  ___________________________________________________________________
 CY0794* NAD 83(1986)-  32 47 47.     (N)    108 09 08.     (W)     SCALED    
 CY0794* NAVD 88     -      1879.025  (meters)    6164.77   (feet)  ADJUSTED  
 CY0794  ___________________________________________________________________
 CY0794  GEOID HEIGHT-         -23.43  (meters)                     GEOID03
 CY0794  DYNAMIC HT  -        1876.076 (meters)    6155.09  (feet)  COMP
 CY0794  MODELED GRAV-     979,001.5   (mgal)                       NAVD 88
 CY0794
 CY0794  VERT ORDER  -  FIRST     CLASS II
 CY0794
 CY0794.The horizontal coordinates were scaled from a topographic map and have
 CY0794.an estimated accuracy of +/- 6 seconds.
 CY0794
 CY0794.The orthometric height was determined by differential leveling
 CY0794.and adjusted by the National Geodetic Survey in June 1991..
 CY0794
 CY0794.The geoid height was determined by GEOID03.
 CY0794
 CY0794.The dynamic height is computed by dividing the NAVD 88
 CY0794.geopotential number by the normal gravity value computed on the
 CY0794.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0794.degrees latitude (g = 980.6199 gals.).
 CY0794
 CY0794.The modeled gravity was interpolated from observed gravity values.
 CY0794
 CY0794;                    North         East    Units  Estimated Accuracy
 CY0794;SPC NM W     -   199,220.      800,130.      MT  (+/- 180 meters Scaled)
 CY0794
 CY0794                          SUPERSEDED SURVEY CONTROL
 CY0794
 CY0794.No superseded survey control is available for this station.
 CY0794
 CY0794_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYB666323(NAD 83)
 CY0794_MARKER: DR = REFERENCE MARK DISK
 CY0794_SETTING: 66 = SET IN ROCK OUTCROP
 CY0794_SP_SET: ROCK OUTCROP
 CY0794_STAMPING: FORT BAYARD USGS NO 1 1945
 CY0794_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CY0794+STABILITY: POSITION/ELEVATION WELL
 CY0794_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CY0794+SATELLITE: SATELLITE OBSERVATIONS - September 06, 2004
 CY0794
 CY0794  HISTORY     - Date     Condition        Report By
 CY0794  HISTORY     - 1945     MONUMENTED       CGS
 CY0794  HISTORY     - 1980     GOOD             NGS
 CY0794  HISTORY     - 20040906 GOOD             GEOCAC
 CY0794
 CY0794                          STATION DESCRIPTION
 CY0794
 CY0794'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CY0794'12.9 KM EAST FROM SILVER CITY.
 CY0794'1.1 KILOMETERS (0.7 MILE) NORTH ALONG HUDSON STREET (STATE HIGHWAY 90)
 CY0794'FROM THE POST OFFICE IN SILVER CITY, THENCE 11.0 KILOMETERS (6.8
 CY0794'MILES)SOUTHEAST ALONG U.S. HIGHWAY 180, THENCE 0.8 KILOMETER (0.5
 CY0794'MILE) NORTHWEST ALONG A PAVED ROAD (OLD U.S. HIGHWAY 180), THENCE 0.8
 CY0794'KILOMETER (0.5 MILE) NORTHEAST ALONG A PAVED ROAD TO FORT BAYARD
 CY0794'HOSPITAL, THENCE 0.2 KILOMETER (0.1 MILE) NORTHWEST ALONG A PAVED
 CY0794'ROAD, 0.2 KILOMETER (0.1 MILE) NORTHWEST OF THE HOSPITAL, AT AN
 CY0794'ABANDONED WHITE BUILDING, 35.2 METERS (115.5 FEET) SOUTH OF THE SOUTH
 CY0794'CORNER OF THE BUILDING, 12.8 METERS (42 FEET) SOUTHEAST OF THE CENTER
 CY0794'OF THE ROAD, 11.0 METERS (36.0 FEET) SOUTH-SOUTHEAST OF A POLE WITH A
 CY0794'STREET LIGHT AND 4.7 METERS (15.3 FEET) SOUTH OF THE STATION MARK.
 CY0794'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 CY0794
 CY0794                          STATION RECOVERY (2004)
 CY0794
 CY0794'RECOVERY NOTE BY GEOCACHING 2004 (CB)
 CY0794'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0795 ***********************************************************************
 CY0795  DESIGNATION -  FORT BAYARD RM 2
 CY0795  PID         -  CY0795
 CY0795  STATE/COUNTY-  NM/GRANT
 CY0795  USGS QUAD   -  FORT BAYARD (1992)
 CY0795
 CY0795                         *CURRENT SURVEY CONTROL
 CY0795  ___________________________________________________________________
 CY0795* NAD 83(1986)-  32 47 49.     (N)    108 09 08.     (W)     SCALED    
 CY0795* NAVD 88     -      1880.058  (meters)    6168.16   (feet)  ADJUSTED  
 CY0795  ___________________________________________________________________
 CY0795  GEOID HEIGHT-         -23.43  (meters)                     GEOID03
 CY0795  DYNAMIC HT  -        1877.107 (meters)    6158.48  (feet)  COMP
 CY0795  MODELED GRAV-     979,001.3   (mgal)                       NAVD 88
 CY0795
 CY0795  VERT ORDER  -  FIRST     CLASS II
 CY0795
 CY0795.The horizontal coordinates were scaled from a topographic map and have
 CY0795.an estimated accuracy of +/- 6 seconds.
 CY0795
 CY0795.The orthometric height was determined by differential leveling
 CY0795.and adjusted by the National Geodetic Survey in June 1991..
 CY0795
 CY0795.The geoid height was determined by GEOID03.
 CY0795
 CY0795.The dynamic height is computed by dividing the NAVD 88
 CY0795.geopotential number by the normal gravity value computed on the
 CY0795.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0795.degrees latitude (g = 980.6199 gals.).
 CY0795
 CY0795.The modeled gravity was interpolated from observed gravity values.
 CY0795
 CY0795;                    North         East    Units  Estimated Accuracy
 CY0795;SPC NM W     -   199,280.      800,130.      MT  (+/- 180 meters Scaled)
 CY0795
 CY0795                          SUPERSEDED SURVEY CONTROL
 CY0795
 CY0795.No superseded survey control is available for this station.
 CY0795
 CY0795_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYB666323(NAD 83)
 CY0795_MARKER: DR = REFERENCE MARK DISK
 CY0795_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0795_SP_SET: CONCRETE POST
 CY0795_PROJECTION: PROJECTING 38 CENTIMETERS
 CY0795_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0795+STABILITY: SURFACE MOTION
 CY0795_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CY0795+SATELLITE: SATELLITE OBSERVATIONS - September 06, 2004
 CY0795
 CY0795  HISTORY     - Date     Condition        Report By
 CY0795  HISTORY     - 1945     MONUMENTED       USGS
 CY0795  HISTORY     - 1980     GOOD             NGS
 CY0795  HISTORY     - 20040906 GOOD             GEOCAC
 CY0795
 CY0795                          STATION DESCRIPTION
 CY0795
 CY0795'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CY0795'12.9 KM EAST FROM SILVER CITY.
 CY0795'1.1 KILOMETER (0.7 MILE) NORTH ALONG HUDSON STREET FROM THE POST
 CY0795'OFFICE IN SILVER CITY, THENCE 11.0 KILOMETERS (6.8 MILES) SOUTHEAST
 CY0795'ALONG U.S. HIGHWAY 180, THENCE 0.8 KILOMETER (0.5 MILE) NORTHWEST
 CY0795'ALONG A PAVED ROAD (OLD U.S. HIGHWAY 180), THENCE 0.8 KILOMETER (0.5
 CY0795'MILE) NORTHEAST ALONG A PAVED ROAD TO THE FORT BAYARD HOSPITAL, THENCE
 CY0795'0.2 KILOMETER (0.1 MILE) NORTHWEST ALONG A PAVED ROAD, 0.2 KILOMETER
 CY0795'(0.1 MILE) NORTHWEST OF THE HOSPITAL AT AN ABANDONED WHITE BUILDING,
 CY0795'23.2 METERS (76.4 FEET) SOUTH OF THE SOUTH CORNER OF THE BUILDING,
 CY0795'6.4 METERS (21.0 FEET) EAST OF THE CENTER OF THE ROAD, 7.3 METERS
 CY0795'(23.9 FEET) NORTH OF THE STATION MARK, 2.1 METERS (7.0 FEET) WEST OF A
 CY0795'P0LE WITH A STREET LIGHT.  NOTE= A PIECE IS BROKEN OFF THE EAST SIDE
 CY0795'OF THE DISK AND THE STAMPING IS OBLITERATED.
 CY0795'THE MARK IS 0.4 M ABOVE THE ROAD.
 CY0795
 CY0795                          STATION RECOVERY (2004)
 CY0795
 CY0795'RECOVERY NOTE BY GEOCACHING 2004 (CB)
 CY0795'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0914 ***********************************************************************
 CY0914  DESIGNATION -  FORT BAYARD WATER TANK
 CY0914  PID         -  CY0914
 CY0914  STATE/COUNTY-  NM/GRANT
 CY0914  USGS QUAD   -  FORT BAYARD (1992)
 CY0914
 CY0914                         *CURRENT SURVEY CONTROL
 CY0914  ___________________________________________________________________
 CY0914* NAD 83(1992)-  32 48 00.79808(N)    108 09 02.03646(W)     ADJUSTED  
 CY0914* NAVD 88     -                                                        
 CY0914  ___________________________________________________________________
 CY0914  LAPLACE CORR-           2.86  (seconds)                    DEFLEC99
 CY0914  GEOID HEIGHT-         -23.42  (meters)                     GEOID03
 CY0914
 CY0914  HORZ ORDER  -  THIRD
 CY0914
 CY0914.The horizontal coordinates were established by classical geodetic methods
 CY0914.and adjusted by the National Geodetic Survey in December 1993..
 CY0914
 CY0914
 CY0914.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY0914
 CY0914.The geoid height was determined by GEOID03.
 CY0914
 CY0914;                    North         East     Units Scale Factor Converg.
 CY0914;SPC NM W     -   199,645.690   800,289.398   MT  0.99992755   -0 10 18.7
 CY0914;SPC NM W     -   655,004.23  2,625,616.13   sFT  0.99992755   -0 10 18.7
 CY0914;UTM  12      - 3,632,735.866   766,826.328   MT  1.00047798   +1 32 40.1
 CY0914
 CY0914                          SUPERSEDED SURVEY CONTROL
 CY0914
 CY0914  NAD 83(1986)-  32 48 00.79357(N)    108 09 02.03824(W) AD(       ) 4
 CY0914  NAD 27      -  32 48 00.52222(N)    108 08 59.87571(W) AD(       ) 3
 CY0914
 CY0914.Superseded values are not recommended for survey control.
 CY0914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0914.See file dsdata.txt to determine how the superseded data were derived.
 CY0914
 CY0914_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYB6682632736(NAD 83)
 CY0914_MARKER: 53 = ELEVATED TANK
 CY0914
 CY0914  HISTORY     - Date     Condition        Report By
 CY0914  HISTORY     - 1936     FIRST OBSERVED   CGS
 CY0914  HISTORY     - 1945     GOOD             CGS
 CY0914  HISTORY     - 20040906 GOOD             GEOCAC
 CY0914
 CY0914                          STATION DESCRIPTION
 CY0914
 CY0914'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (RAM)
 CY0914'THE WATER TOWER IS LOCATED AT THE NW CORNER OF THE BUILDING
 CY0914'AREA AT FORT BAYARD.
 CY0914'
 CY0914'IT IS OF STEEL CONSTRUCTION, PAINTED WITH ALUMINUM PAINT,
 CY0914'AND SUPPORTED BY A STRUCTURAL-STEEL UNDERSTRUCTURE.  IT HAS
 CY0914'A CONE SHAPED TOP, A HEMISPHERICAL BOTTOM, AND IS 116 FEET
 CY0914'HIGH, WITH A CAPACITY OF 300,000 GALLONS.
 CY0914
 CY0914                          STATION RECOVERY (2004)
 CY0914
 CY0914'RECOVERY NOTE BY GEOCACHING 2004 (CB)
 CY0914'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS1335 ***********************************************************************
 DS1335  DESIGNATION -  FORT CRAIG FAA MICROWAVE MAST
 DS1335  PID         -  DS1335
 DS1335  STATE/COUNTY-  NM/SOCORRO
 DS1335  USGS QUAD   -  FORT CRAIG (1980)
 DS1335
 DS1335                         *CURRENT SURVEY CONTROL
 DS1335  ___________________________________________________________________
 DS1335* NAD 83(1992)-  33 39 30.54961(N)    107 04 16.26782(W)     ADJUSTED  
 DS1335* NAVD 88     -                                                        
 DS1335  ___________________________________________________________________
 DS1335  LAPLACE CORR-          -0.65  (seconds)                    DEFLEC99
 DS1335  GEOID HEIGHT-         -22.81  (meters)                     GEOID03
 DS1335
 DS1335  HORZ ORDER  -  THIRD
 DS1335
 DS1335.The horizontal coordinates were established by classical geodetic methods
 DS1335.and adjusted by the National Geodetic Survey in December 1993..
 DS1335
 DS1335
 DS1335.The Laplace correction was computed from DEFLEC99 derived deflections.
 DS1335
 DS1335.The geoid height was determined by GEOID03.
 DS1335
 DS1335;                    North         East     Units Scale Factor Converg.
 DS1335;SPC NM C     -   295,079.650   423,839.303   MT  0.99997149   -0 27 18.6
 DS1335;SPC NM C     -   968,107.15  1,390,546.11   sFT  0.99997149   -0 27 18.6
 DS1335;UTM  13      - 3,726,215.004   307,952.215   MT  1.00005471   -1 08 53.8
 DS1335
 DS1335                          SUPERSEDED SURVEY CONTROL
 DS1335
 DS1335  NAD 83(1986)-  33 39 30.55602(N)    107 04 16.27022(W) AD(       ) 4
 DS1335  NAD 27      -  33 39 30.31103(N)    107 04 14.16260(W) AD(       ) 3
 DS1335
 DS1335.Superseded values are not recommended for survey control.
 DS1335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS1335.See file dsdata.txt to determine how the superseded data were derived.
 DS1335
 DS1335_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT0795226215(NAD 83)
 DS1335_MARKER: 44 = MICROWAVE MAST
 DS1335
 DS1335  HISTORY     - Date     Condition        Report By
 DS1335  HISTORY     - 1966     FIRST OBSERVED   CGS
 DS1335  HISTORY     - 20050314 GOOD             GEOCAC
 DS1335
 DS1335                          STATION DESCRIPTION
 DS1335
 DS1335'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (ANP)
 DS1335'THE STATION IS THE CENTER OF A STEEL GIRDER WHICH CONNECTS TWO
 DS1335'240 FOOT HIGH STEEL MAST, LOCATED ABOUT 5-1/2 MILES NORTHEAST
 DS1335'OF THE FORT CRAIG STORE AND 1 MILE SOUTHEAST OF U.S. HIGHWAY
 DS1335'85.
 DS1335
 DS1335                          STATION RECOVERY (2005)
 DS1335
 DS1335'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 DS1335'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0050 ***********************************************************************
 EP0050  DESIGNATION -  FORT SUMNER
 EP0050  PID         -  EP0050
 EP0050  STATE/COUNTY-  NM/DE BACA
 EP0050  USGS QUAD   -  FORT SUMNER WEST (1965)
 EP0050
 EP0050                         *CURRENT SURVEY CONTROL
 EP0050  ___________________________________________________________________
 EP0050* NAD 83(1986)-  34 28 59.     (N)    104 15 57.     (W)     SCALED    
 EP0050* NAVD 88     -      1234.161  (meters)    4049.08   (feet)  POSTED    
 EP0050  ___________________________________________________________________
 EP0050  GEOID HEIGHT-         -23.60  (meters)                     GEOID03
 EP0050  DYNAMIC HT  -        1232.520 (meters)    4043.69  (feet)  COMP
 EP0050  MODELED GRAV-     979,266.6   (mgal)                       NAVD 88
 EP0050
 EP0050  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 EP0050
 EP0050.The horizontal coordinates were scaled from a topographic map and have
 EP0050.an estimated accuracy of +/- 6 seconds.
 EP0050
 EP0050.The orthometric height was determined by differential leveling
 EP0050.and adjusted by the National Geodetic Survey in 1992..
 EP0050.No vertical observational check was made to the station.
 EP0050.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 EP0050.was located on a no-check spur therefore a value was not computed.
 EP0050
 EP0050.The geoid height was determined by GEOID03.
 EP0050
 EP0050.The dynamic height is computed by dividing the NAVD 88
 EP0050.geopotential number by the normal gravity value computed on the
 EP0050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EP0050.degrees latitude (g = 980.6199 gals.).
 EP0050
 EP0050.The modeled gravity was interpolated from observed gravity values.
 EP0050
 EP0050;                    North         East    Units  Estimated Accuracy
 EP0050;SPC NM E     -   386,240.      171,200.      MT  (+/- 180 meters Scaled)
 EP0050
 EP0050                          SUPERSEDED SURVEY CONTROL
 EP0050
 EP0050  NGVD 29 (??/??/??) 1234.90   (m)         4051.5    (f) RESET       3  
 EP0050
 EP0050.Superseded values are not recommended for survey control.
 EP0050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EP0050.See file dsdata.txt to determine how the superseded data were derived.
 EP0050
 EP0050_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEU674159(NAD 83)
 EP0050_MARKER: DD = SURVEY DISK
 EP0050_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EP0050_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EP0050_STAMPING: 4047.118
 EP0050_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EP0050
 EP0050  HISTORY     - Date     Condition        Report By
 EP0050  HISTORY     - UNK      MONUMENTED       USGS
 EP0050  HISTORY     - 1958     MARK NOT FOUND   NGS
 EP0050
 EP0050                          STATION DESCRIPTION
 EP0050
 EP0050'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 EP0050'1.5 MI W FROM FORT SUMNER.
 EP0050'ABOUT 1.5 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 EP0050'FROM THE STATION AT FORT SUMNER, DE BACA COUNTY, AT THE WEST SIDE OF
 EP0050'THE OLD TOWN, ON THE NORTH SIDE OF AN OLD ROAD, 59 FEET NORTH OF A ROW
 EP0050'OF POLES, AND ABOUT 165 FEET WEST OF AN ADOBE HOUSE.  THE EAST END OF
 EP0050'THE PECOS RIVER BRIDGE BEARS S 70 DEG W, A CONCRETE ARCH BEARS N 55
 EP0050'DEG W, DISTANT ABOUT 1556 FEET, AND THE WEST ABUTMENT OF RAILWAY
 EP0050'BRIDGE 717 A BEARS N 70 DEG E.  A UNITED STATES GEOLOGICAL SURVEY
 EP0050'STANDARD CAP, STAMPED 4047.118 AND RIVETED ON THE TOP OF A 3-1/2-INCH
 EP0050'IRON PIPE.  NOTE-- IT WAS REPORTED AT THE TIME OF THE LEVELING (1911)
 EP0050'THAT THE CENTER OF THE CAP WAS BATTERED DOWN ABOUT 0.2 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0550 ***********************************************************************
 EP0550  DESIGNATION -  FORT SUMNER
 EP0550  PID         -  EP0550
 EP0550  STATE/COUNTY-  NM/DE BACA
 EP0550  USGS QUAD   -  FORT SUMNER WEST (1965)
 EP0550
 EP0550                         *CURRENT SURVEY CONTROL
 EP0550  ___________________________________________________________________
 EP0550* NAD 83(1992)-  34 26 57.43023(N)    104 19 31.56756(W)     ADJUSTED  
 EP0550* NAVD 88     -      1353.5    (meters)    4441.     (feet)  VERTCON   
 EP0550  ___________________________________________________________________
 EP0550  X           -  -1,303,042.349 (meters)                     COMP
 EP0550  Y           -  -5,102,573.610 (meters)                     COMP
 EP0550  Z           -   3,588,406.781 (meters)                     COMP
 EP0550  LAPLACE CORR-          -2.12  (seconds)                    DEFLEC99
 EP0550  ELLIP HEIGHT-        1330.38  (meters)          (12/21/93) GPS OBS
 EP0550  GEOID HEIGHT-         -23.57  (meters)                     GEOID03
 EP0550
 EP0550  HORZ ORDER  -  FIRST
 EP0550  ELLP ORDER  -  FOURTH    CLASS I
 EP0550
 EP0550.The horizontal coordinates were established by classical geodetic methods
 EP0550.and adjusted by the National Geodetic Survey in December 1993..
 EP0550
 EP0550.The NAVD 88 height was computed by applying the VERTCON shift value to
 EP0550.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EP0550
 EP0550.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EP0550
 EP0550.The Laplace correction was computed from DEFLEC99 derived deflections.
 EP0550
 EP0550.The ellipsoidal height was determined by GPS observations
 EP0550.and is referenced to NAD 83.
 EP0550
 EP0550.The geoid height was determined by GEOID03.
 EP0550
 EP0550;                    North         East     Units Scale Factor Converg.
 EP0550;SPC NM E     -   382,490.093   165,725.716   MT  0.99990910   +0 00 16.1
 EP0550;SPC NM E     - 1,254,886.25    543,718.45   sFT  0.99990910   +0 00 16.1
 EP0550;UTM  13      - 3,812,180.111   561,965.212   MT  0.99964733   +0 22 53.8
 EP0550
 EP0550!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EP0550!SPC NM E     -   0.99979121  x   0.99990910  =   0.99970032
 EP0550!UTM  13      -   0.99979121  x   0.99964733  =   0.99943861
 EP0550
 EP0550|---------------------------------------------------------------------|
 EP0550| PID    Reference Object                     Distance      Geod. Az  |
 EP0550|                                                           dddmmss.s |
 EP0550| CJ6393 FORT SUMNER RM 1                     47.256 METERS 05441     |
 EP0550| EP0053 G 156                               APPROX. 4.8 KM 0631021.0 |
 EP0550| CJ6394 FORT SUMNER RM 2                     14.924 METERS 13953     |
 EP0550| CJ6395 FORT SUMNER RM 3                     16.031 METERS 24015     |
 EP0550|---------------------------------------------------------------------|
 EP0550
 EP0550                          SUPERSEDED SURVEY CONTROL
 EP0550
 EP0550  NAD 83(1986)-  34 26 57.43886(N)    104 19 31.56295(W) AD(       ) 1
 EP0550  NAD 27      -  34 26 57.20000(N)    104 19 29.64600(W) AD(       ) 1
 EP0550  NGVD 29 (07/19/86) 1352.9    (m)         4439.     (f) VERT ANG       
 EP0550
 EP0550.Superseded values are not recommended for survey control.
 EP0550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EP0550.See file dsdata.txt to determine how the superseded data were derived.
 EP0550
 EP0550_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEU6196512180(NAD 83)
 EP0550_MARKER: DS = TRIANGULATION STATION DISK
 EP0550_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EP0550_SP_SET: CONCRETE POST
 EP0550_STAMPING: FT. SUMNER 1922
 EP0550_MARK LOGO: CGS   
 EP0550_MAGNETIC: N = NO MAGNETIC MATERIAL
 EP0550_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EP0550+STABILITY: SURFACE MOTION
 EP0550_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EP0550+SATELLITE: SATELLITE OBSERVATIONS - January 21, 1992
 EP0550
 EP0550  HISTORY     - Date     Condition        Report By
 EP0550  HISTORY     - 1922     MONUMENTED       CGS
 EP0550  HISTORY     - 1922     GOOD             CGS
 EP0550  HISTORY     - 1944     GOOD             CGS
 EP0550  HISTORY     - 1966     GOOD             USGS
 EP0550  HISTORY     - 1970     GOOD             NGS
 EP0550  HISTORY     - 1975     GOOD             NGS
 EP0550  HISTORY     - 19911112 GOOD             NGS
 EP0550  HISTORY     - 19920121 GOOD
 EP0550
 EP0550                          STATION DESCRIPTION
 EP0550
 EP0550'DESCRIBED BY COAST AND GEODETIC SURVEY 1922 (CMD)
 EP0550'ABOUT 5 MILES WEST-SOUTHWEST FROM FORT SUMNER, ON THE EASTERN
 EP0550'SPUR OF SAND HILLS 1-1/2 MILES FROM J.E. BROWNS RANCH.  AN
 EP0550'OLD ROAD RUNS ALONG THE SIDE OF THE SPUR 3/8 MILE BELOW THE
 EP0550'TOP.  THERE IS HIGHER GROUND 1/2 MILE TO THE WEST.  STATION
 EP0550'AND UNDERGROUND MARKS ARE STANDARD DISKS SET IN CONCRETE.
 EP0550'REFERENCE MARK NO. 1, A STANDARD
 EP0550'DISK SET IN BEDROCK, IS 49.09 METERS
 EP0550'(161.1 FEET) FROM STATION.
 EP0550'REFERENCE MARK NO. 2, A STANDARD DISK SET IN CONCRETE,
 EP0550'IS 14.94 METERS (49.0 FEET) FROM
 EP0550'STATION.  THE FOLLOWING BEARINGS ARE
 EP0550'FROM THE STATION--FORT SUMNER WATER TANK, NORTH TANGENT,
 EP0550'N 67 DEG 51 MIN E, AND FORT SUMNER WATER TANK, SOUTH
 EP0550'TANGENT, N 67 DEG 54 MIN E.
 EP0550
 EP0550                          STATION RECOVERY (1922)
 EP0550
 EP0550'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1922
 EP0550'RECOVERED IN GOOD CONDITION.
 EP0550
 EP0550                          STATION RECOVERY (1944)
 EP0550
 EP0550'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (SCM)
 EP0550'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.
 EP0550'
 EP0550'TO REACH FROM FORT SUMNER, PROCEED W ON U.S. HIGHWAY 60, AFTER
 EP0550'GOING THROUGH UNDERPASS FOR SANTA FE RAILROAD, GO 1.25 MILES
 EP0550'W ON HIGHWAY.  THERE ARE TWO RED WOODEN GATES ON EITHER SIDE
 EP0550'OF HIGHWAY AT THIS POINT.  PASS THROUGH GATE TO LEFT, S, AND
 EP0550'CONTINUE S AND W ON MAIN TRAVELED RANCH ROAD PASSING THREE
 EP0550'WINDMILLS AND STOCK TANKS.  AT THIRD WINDMILL PROCEED E AND N
 EP0550'TO HIGHEST POINT ON E SPUR OF SAND HILLS TO STATION.  STATION
 EP0550'IS ON THE STEELE RANCH.
 EP0550
 EP0550                          STATION RECOVERY (1966)
 EP0550
 EP0550'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 EP0550'RECOVERED BY USGS, 1945.
 EP0550'
 EP0550'RECOVERED AND REDESCRIBED BY USGS IN 1965 AS FOLLOWS
 EP0550'
 EP0550'TO REACH STATION FROM JUNCTION OF U.S. HIGHWAY 60 AND NEW MEXICO STATE
 EP0550'HIGHWAY 20, PROCEED W. ON U.S. 60 FOR 2.5 MI. TO STEELE RANCH INC.,
 EP0550'GATE ON RIGHT AND ANOTHER GATE ON THE LEFT, TURN LEFT (S.) FOLLOWING
 EP0550'THE MAIN TRAVELED RD. PAST WINDMILL 1.1 MI., GATE AT MILEAGE 1.7 MI.
 EP0550'TO RD. AT SUMMIT AT MILEAGE 2.2 MI.  HERE TURN LEFT AND GO 0.3 MI.
 EP0550'ALONG A VERY SANDY RIDGE TO THE E. POINT OF THIS RIDGE AND STATION.
 EP0550'
 EP0550'RECOVERED BY USGS, 1966.
 EP0550'
 EP0550'STATION MARK--STANDARD USC AND GS DISK STAMPED---FT. SUMNER 1922---,
 EP0550'SET IN CONCRETE POST FLUSH WITH GROUND.
 EP0550
 EP0550                          STATION RECOVERY (1970)
 EP0550
 EP0550'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (RDS)
 EP0550'THIS STATION WAS NOT OCCUPIED IN 1970, THEREFORE DIRECTIONS
 EP0550'AND DISTANCES TO THE REFERENCE MARKS WERE NOT OBSERVED.
 EP0550'
 EP0550'STATION WAS FOUND AS DESCRIBED
 EP0550'
 EP0550'STATION WAS USED FOR AZIMUTH TIE.
 EP0550
 EP0550                          STATION RECOVERY (1975)
 EP0550
 EP0550'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (JRS)
 EP0550'RM 1 TO RM 2 OBSTRUCTED BY BRUSH.
 EP0550'
 EP0550'RM 1 TO RM 3 OBSTRUCTED BY BRUSH.
 EP0550'
 EP0550'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN
 EP0550'GOOD CONDITION.  AS REFERENCE MARK 1 WAS NOT INITIALLY RECOVERED
 EP0550'A REFERENCE MARK 3 WAS ESTABLISHED.  THE DIRECTION TO REFERENCE
 EP0550'MARK 1 CHECKED OLD DATA, HOWEVER, A DIFFERENCE OF 5.06 FEET.
 EP0550'1.834 METERS SHORTER WAS NOTED IN THE DISTANCE.  THE DISTANCE TO
 EP0550'REFERENCE MARK 2 CHECKED OLD DATA, HOWEVER, A DIFFERENCE OF
 EP0550'178 DEGREES, 56 MINUTES WAS NOTED IN THE DIRECTION TO THIS
 EP0550'MARK.  IT WAS ALSO NOTED THE MARK IS CEMENTED IN A DRILL HOLE
 EP0550'RATHER THAN A CONCRETE POST AS PREVIOUSLY STATED.  DUE TO THE
 EP0550'ABOVE A NEW DESCRIPTION FOLLOWS.
 EP0550'
 EP0550'THE STATION IS LOCATED ABOUT 2 MILES SOUTH OF U.S. HIGHWAY 60,
 EP0550'4-1/2 MILES SOUTHWEST OF FORT SUMNER, 18 MILES WEST OF TAIBAN
 EP0550'AND ON PROPERTY OF THE STEELE RANCH.  PERMISSION WAS GRANTED BY
 EP0550'MR. BOB WEST.
 EP0550'
 EP0550'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 60 AND
 EP0550'STATE HIGHWAY 20, ABOUT 1 MILE WEST OF FORT SUMNER, GO WEST ON
 EP0550'U.S. HIGHWAY 60 FOR 1.1 MILES TO A RAILROAD UNDERPASS AND BENCH
 EP0550'MARK G 156 ON THE LEFT.  CONTINUE WEST ON THE HIGHWAY FOR 2.45
 EP0550'MILES TO THE ENTRANCE TO THE STEELE RANCH ON THE RIGHT AND A
 EP0550'GATE ON THE LEFT.  TURN LEFT, PASS THROUGH THE GATE AND GO SOUTH
 EP0550'AND SOUTHWEST ON A TRACK ROAD FOR 1.1 MILES TO A WINDMILL ON
 EP0550'THE LEFT AT A POINT WHERE THE ROAD TURNS LEFT, SOUTH.
 EP0550'CONTINUE SOUTH ON THE TRACK ROAD FOR 0.55 MILE TO A GATE.
 EP0550'PASS THROUGH THE GATE AND CONTINUE SOUTH ON THE TRACK ROAD
 EP0550'FOR 0.45 MILE TO THE SUMMIT OF A LOW RIDGE.  TURN LEFT,
 EP0550'LEAVING THE ROAD, AND GO EAST ACROSS PASTURE LAND FOR 0.25
 EP0550'MILE TO THE EAST END OF THE RIDGE AND THE STATION.
 EP0550'
 EP0550'THE STATION MARK IS A STANDARD DISK, STAMPED FT. SUMNER 1922,
 EP0550'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT, THAT IS
 EP0550'FLUSH WITH THE GROUND.  THERE ARE NO LOCAL OBJECTS TO MEASURE
 EP0550'FROM.
 EP0550'
 EP0550'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED FT. SUMNER NO 1
 EP0550'1922, CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK, THAT IS
 EP0550'FLUSH WITH THE GROUND.  IT IS ABOUT 5 FEET LOWER IN ELEVATION
 EP0550'THAN THE STATION.
 EP0550'
 EP0550'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED FT. SUMNER NO 2
 EP0550'1922, CEMENTED IN A DRILL HOLE IN A 12-INCH SQUARE ROCK, THAT IS
 EP0550'FLUSH WITH THE GROUND.  IT IS ABOUT 2 FEET LOWER IN ELEVATION
 EP0550'THAN THE STATION.
 EP0550'
 EP0550'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED FT. SUMNER 1922
 EP0550'NO 3 1974, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 EP0550'MONUMENT, THAT IS FLUSH WITH THE GROUND.  IT IS ABOUT THE SAME
 EP0550'ELEVATION AS THE STATION.
 EP0550'
 EP0550'BENCH MARK G 156 IS A STANDARD DISK, STAMPED G 156 1958,
 EP0550'CEMENTED IN A DRILL HOLE IN THE SOUTHEAST CORNER OF THE RAILROAD
 EP0550'BRIDGE ABUTMENT.  IT IS 6.9 FEET EAST OF THE EAST RAIL, 64.0
 EP0550'FEET SOUTH OF THE CENTER OF THE RAILROAD BRIDGE AND ABOUT 25
 EP0550'FEET HIGHER THAN THE HIGHWAY.  THIS MARK WILL SERVE AS THE
 EP0550'AZIMUTH MARK, HOWEVER, A 5 FOOT PLUMB BENCH IS NEEDED IN ORDER
 EP0550'FOR THE MARK TO BE VISIBLE FROM THE GROUND.
 EP0550'
 EP0550'HEIGHT OF LIGHT ABOVE STATION MARK 4.0 FEET.
 EP0550'
 EP0550'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 EP0550'4-1/2 MILES SOUTHWEST OF FORT SUMNER.
 EP0550
 EP0550                          STATION RECOVERY (1991)
 EP0550
 EP0550'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 EP0550'THE STATION IS LOCATED ABOUT 5 MILES SOUTHWEST OF FORT SUMNER ON THE
 EP0550'EASTERN SPUR OF SAND HILLS ON THE STEELE RANCH.  OWNERSHIP--STEELE
 EP0550'RANCH, INC., FORT SUMNER, NM. CONTACT MIKE WESTE, PHONE 505-355-7216.
 EP0550'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 60 AND 84 IN
 EP0550'FORT SUMNER, GO WEST ON HIGHWAY 60 FOR 1.6 KM (1.0 MI) TO A BRIDGE
 EP0550'CROSSING THE PECOS RIVER. CONTINUE WEST ON HIGHWAY 60 FOR 2.1 KM
 EP0550'(1.3 MI) TO A HIGHWAY UNDERPASS.  CONTINUE WEST ON HIGHWAY 60 FOR 3.9
 EP0550'KM (2.4 MI) TO A GATE ON THE LEFT (THIS GATE IS OPPOSITE THE ROAD TO
 EP0550'THE STEELE RANCH, INC. HEADQUARTERS ON THE NORTH SIDE OF THE HIGHWAY.
 EP0550'INQUIRE AT THE HEADQUARTERS FOR PERMISSION TO PASS THROUGH THE GATE,
 EP0550'WHICH MAY BE LOCKED). TURN LEFT, SOUTH, THROUGH THE GATE ON A DIRT
 EP0550'ROAD ACROSS RANGE LAND FOR 1.9 KM (1.2 MI) TO A WINDMILL. CONTINUE
 EP0550'SOUTH ON DIRT ROAD FOR 0.8 KM (0.5 MI) AND PASS THROUGH A GATE IN AN
 EP0550'EAST-WEST FENCE. CONTINUE SOUTH ON DIRT ROAD FOR 0.8 KM (0.5 MI) TO A
 EP0550'DIM TRACK ROAD ON THE LEFT NEAR THE TOP OF A RISE. TURN LEFT, EAST,
 EP0550'ON DIM TRACK ROAD FOR 0.5 KM (0.3 MI) TO THE STATION ON THE HIGH
 EP0550'POINT ON THE EAST SPUR OF SAND HILLS IN THE CENTER OF DIM TRACK ROAD
 EP0550'TURN AROUND LOOP.
 EP0550'STATION IS A STANDARD USCGS TRIANGULATION DISK SET IN THE TOP OF A
 EP0550'SQUARE CONCRETE MONUMENT SET FLUSH WITH THE GROUND.  IT IS 14.95 M
 EP0550'(49.05 FT) NORTHWEST FROM REFERENCE MARK 2 AND 16.05 M (52.66 FT)
 EP0550'NORTHEAST FROM REFERENCE MARK 3.
 EP0550
 EP0550                          STATION RECOVERY (1992)
 EP0550
 EP0550'RECOVERED 1992
 EP0550'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0522 ***********************************************************************
 FN0522  DESIGNATION -  FORT UNION
 FN0522  PID         -  FN0522
 FN0522  STATE/COUNTY-  NM/MORA
 FN0522  USGS QUAD   -  FORT UNION (1976)
 FN0522
 FN0522                         *CURRENT SURVEY CONTROL
 FN0522  ___________________________________________________________________
 FN0522* NAD 83(1992)-  35 54 35.10678(N)    105 00 45.82705(W)     ADJUSTED  
 FN0522* NAVD 88     -      2075.0    (meters)    6808.     (feet)  VERTCON   
 FN0522  ___________________________________________________________________
 FN0522  LAPLACE CORR-          -3.11  (seconds)                    DEFLEC99
 FN0522  GEOID HEIGHT-         -18.54  (meters)                     GEOID03
 FN0522
 FN0522  HORZ ORDER  -  SECOND
 FN0522
 FN0522.The horizontal coordinates were established by classical geodetic methods
 FN0522.and adjusted by the National Geodetic Survey in December 1993..
 FN0522
 FN0522.The NAVD 88 height was computed by applying the VERTCON shift value to
 FN0522.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FN0522
 FN0522.The Laplace correction was computed from DEFLEC99 derived deflections.
 FN0522
 FN0522.The geoid height was determined by GEOID03.
 FN0522
 FN0522;                    North         East     Units Scale Factor Converg.
 FN0522;SPC NM E     -   544,718.318   103,678.519   MT  0.99995541   -0 23 54.5
 FN0522;SPC NM E     - 1,787,130.01    340,151.94   sFT  0.99995541   -0 23 54.5
 FN0522;UTM  13      - 3,973,938.768   498,851.393   MT  0.99960002   -0 00 26.9
 FN0522
 FN0522!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FN0522!SPC NM E     -   0.99967734  x   0.99995541  =   0.99963276
 FN0522!UTM  13      -   0.99967734  x   0.99960002  =   0.99927749
 FN0522
 FN0522|---------------------------------------------------------------------|
 FN0522| PID    Reference Object                     Distance      Geod. Az  |
 FN0522|                                                           dddmmss.s |
 FN0522| CJ6397 FORT UNION RM 1                       6.404 METERS 06331     |
 FN0522| CJ6398 FORT UNION RM 2                       7.163 METERS 14745     |
 FN0522| CJ6396 FORT UNION AZ MK                                   2062100.8 |
 FN0522|---------------------------------------------------------------------|
 FN0522
 FN0522                          SUPERSEDED SURVEY CONTROL
 FN0522
 FN0522  NAD 83(1986)-  35 54 35.11368(N)    105 00 45.82793(W) AD(       ) 2
 FN0522  NAD 27      -  35 54 34.96980(N)    105 00 43.81410(W) AD(       ) 2
 FN0522  NGVD 29 (07/19/86) 2074.0    (m)         6804.     (f) VERT ANG       
 FN0522
 FN0522.Superseded values are not recommended for survey control.
 FN0522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0522.See file dsdata.txt to determine how the superseded data were derived.
 FN0522
 FN0522_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV9885173939(NAD 83)
 FN0522_MARKER: DS = TRIANGULATION STATION DISK
 FN0522_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FN0522
 FN0522  HISTORY     - Date     Condition        Report By
 FN0522  HISTORY     - 1949     MONUMENTED       CGS
 FN0522  HISTORY     - 1963     GOOD             CGS
 FN0522  HISTORY     - 1975     GOOD             NGS
 FN0522
 FN0522                          STATION DESCRIPTION
 FN0522
 FN0522'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (DHK)
 FN0522'THE STATION IS LOCATED ABOUT 9 MILES AIR LINE NORTH-NORTHWEST
 FN0522'OF WATROUS ON THE GROUNDS OF OLD FORT UNION, NOW A MASS OF ADOBE
 FN0522'RUINS, 200 YARDS EAST-SOUTHEAST OF THE NORTH CORNER OF RUINS, 25
 FN0522'FEET WEST OF A FENCE LINE AND 15 FEET SOUTH OF A WHITE WITNESS
 FN0522'POST.  THE STATION MARK PROJECTS 6 INCHES AND IS STAMPED, FORT
 FN0522'UNION 1949.
 FN0522'
 FN0522'REFERENCE MARK NO. 1 IS 4 FEET EAST OF A FENCE LINE AND IS
 FN0522'APPROXIMATELY THE SAME ELEVATION AS THE STATION MARK.  IT PROJECTS
 FN0522'5 INCHES AND IS STAMPED, FORT UNION NO 1 1949.
 FN0522'
 FN0522'REFERENCE MARK NO. 2 IS APPROXIMATELY THE SAME ELEVATION AS THE
 FN0522'STATION MARK, PROJECTS 6 INCHES AND IS STAMPED, FORT UNION NO
 FN0522'2 1949.
 FN0522'
 FN0522'THE AZIMUTH MARK IS SET IN THE TOP OF A ROCK FOUNDATION POST
 FN0522'ON THE EAST SIDE AND ABOUT 100 YARDS SOUTH OF THE CENTER OF THE
 FN0522'WEST LINE OF ADOBE RUINS AND 3 FEET NORTH OF A WHITE WITNESS
 FN0522'POST.  IT PROJECTS 10 INCHES AND IS STAMPED, FORT UNION
 FN0522'1949.
 FN0522'
 FN0522'TO REACH THE STATION FROM THE POST OFFICE IN WATROUS, GO NORTH
 FN0522'ON U.S. HIGHWAY 85 FOR 4.0 MILES TO A SIDE ROAD LEFT, NORTHWEST.
 FN0522'TURN LEFT CROSSING CATTLE GUARD AND FOLLOW THE MAIN TRAVELED ROAD
 FN0522'FOR 6.4 MILES TO FORK.  TAKE RIGHT FORK FOR 0.2 MILE TO FORK.
 FN0522'TAKE LEFT FORK FOR 0.25 MILE TO RANCH BUILDINGS AND A GATE ON
 FN0522'THE RIGHT.  TURN RIGHT, EAST, AND FOLLOW TRACK ROAD BETWEEN
 FN0522'BUILDINGS AND ACROSS A MEADOW FOR 0.25 MILE TO A CREEK.  CROSS
 FN0522'CREEK AND GO NORTHEAST TOWARD THE CENTER OF OLD ADOBE RUINS
 FN0522'FOR 0.5 MILE TO THE WEST LINE OF RUINS AND THE AZIMUTH MARK AS
 FN0522'DESCRIBED ABOVE.  CONTINUE NORTHEAST THROUGH RUINS FOR
 FN0522'0.25 MILE TO THE STATION AS DESCRIBED ABOVE.  A DRIVE
 FN0522'STATION.
 FN0522
 FN0522                          STATION RECOVERY (1963)
 FN0522
 FN0522'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CKP)
 FN0522'ALL MARKS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION TO
 FN0522'REACH THE STATION FOLLOWS--
 FN0522'
 FN0522'TO REACH FROM THE POST OFFICE IN WATROUS, GO NORTH ON U.S.
 FN0522'HIGHWAY 85 FOR 1.0 MILE TO THE JUNCTION OF STATE HIGHWAY 477
 FN0522'ON THE LEFT.  TURN LEFT AND GO WESTERLY ON HIGHWAY 477 FOR 7.8
 FN0522'MILES TO THE ENTRANCE GATE OF FORT UNION NATIONAL MONUMENT,
 FN0522'CONTINUE NORTH FOR 0.5 MILE TO A DIRT SIDE ROAD (SERVICE ROAD)
 FN0522'ON THE RIGHT, TURN RIGHT AND GO NORTHEAST ON THE SERVICE ROAD
 FN0522'FOR 0.1 MILE TO A T-INTERSECTION, TURN LEFT AND GO NORTH 0.35
 FN0522'MILE TO THE STATION ON THE LEFT.
 FN0522'
 FN0522'ASTRO PARTY 621 VISITED THIS STATION.
 FN0522
 FN0522                          STATION RECOVERY (1975)
 FN0522
 FN0522'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CWW)
 FN0522'STATION AND REFERENCE MARKS RECOVERED, AZIMUTH MARK NOT SEARCHED
 FN0522'FOR.
 FN0522'
 FN0522'DESCRIPTION TO REACH STATION IS GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0533 ***********************************************************************
 FP0533  DESIGNATION -  FORT WINGATE ARMY DEPOT TANK
 FP0533  PID         -  FP0533
 FP0533  STATE/COUNTY-  NM/MCKINLEY
 FP0533  USGS QUAD   -  CHURCH ROCK (1979)
 FP0533
 FP0533                         *CURRENT SURVEY CONTROL
 FP0533  ___________________________________________________________________
 FP0533* NAD 83(1992)-  35 30 36.16574(N)    108 34 48.25571(W)     ADJUSTED  
 FP0533* NAVD 88     -                                                        
 FP0533  ___________________________________________________________________
 FP0533  LAPLACE CORR-           3.67  (seconds)                    DEFLEC99
 FP0533  GEOID HEIGHT-         -20.81  (meters)                     GEOID03
 FP0533
 FP0533  HORZ ORDER  -  THIRD
 FP0533
 FP0533.The horizontal coordinates were established by classical geodetic methods
 FP0533.and adjusted by the National Geodetic Survey in December 1993..
 FP0533
 FP0533
 FP0533.The Laplace correction was computed from DEFLEC99 derived deflections.
 FP0533
 FP0533.The geoid height was determined by GEOID03.
 FP0533
 FP0533;                    North         East     Units Scale Factor Converg.
 FP0533;SPC NM W     -   500,420.483   762,262.396   MT  0.99997319   -0 26 01.5
 FP0533;SPC NM W     - 1,641,796.20  2,500,855.88   sFT  0.99997319   -0 26 01.5
 FP0533;UTM  12      - 3,932,300.562   719,464.932   MT  1.00019358   +1 24 22.2
 FP0533
 FP0533                          SUPERSEDED SURVEY CONTROL
 FP0533
 FP0533  NAD 83(1992)-  35 30 36.16617(N)    108 34 48.25716(W) AD(       ) 4
 FP0533  NAD 83(1986)-  35 30 36.16630(N)    108 34 48.25755(W) AD(       ) 4
 FP0533  NAD 27      -  35 30 36.08262(N)    108 34 45.96805(W) AD(       ) 3
 FP0533
 FP0533.Superseded values are not recommended for survey control.
 FP0533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0533.See file dsdata.txt to determine how the superseded data were derived.
 FP0533
 FP0533_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYE1946532301(NAD 83)
 FP0533_MARKER: 53 = ELEVATED TANK
 FP0533
 FP0533  HISTORY     - Date     Condition        Report By
 FP0533  HISTORY     - 1966     FIRST OBSERVED   CGS
 FP0533  HISTORY     - 1967     GOOD             CGS
 FP0533
 FP0533                          STATION DESCRIPTION
 FP0533
 FP0533'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (JC)
 FP0533'THE STATION IS LOCATED ON THE GROUNDS OF THE FORT WINGATE
 FP0533'ARMY DEPOT, ABOUT 10 MILES EAST OF GALLUP AND 1/2 MILE
 FP0533'SOUTH OF INTERSTATE HIGHWAY 40.
 FP0533'
 FP0533'A TRAVERSE CONNECTION WAS MADE TO THE CENTER OF THE FEED
 FP0533'PIPE TO TRIANGULARTION STATION ERIC, THE DISTANCE BEING (144.68
 FP0533'FT.) 44.098 METERS NORTH OF STATION ERIC.
 FP0533'
 FP0533'IT IS A DOUBLE ELLIPSOIDAL, ELEVATED TANK, PAINTED IN RED AND
 FP0533'WHITE CHECKS AND 132 FEET HIGH.
 FP0533'
 FP0533'THIS IS ALSO AN INTERSECTION STATION.
 FP0533
 FP0533                          STATION RECOVERY (1967)
 FP0533
 FP0533'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (EP)
 FP0533'THIS INTERSECTION STATION WAS RECOVERED AS DESCRIBED BY
 FP0533'M.K. FOWLER IN 1966.
 FP0533'
 FP0533'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--10 MILES
 FP0533'EAST OF GALLUP
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0488 ***********************************************************************
 FP0488  DESIGNATION -  FORT WINGATE ST POLICE RAD MST
 FP0488  PID         -  FP0488
 FP0488  STATE/COUNTY-  NM/MCKINLEY
 FP0488  USGS QUAD   -  FORT WINGATE (1995)
 FP0488
 FP0488                         *CURRENT SURVEY CONTROL
 FP0488  ___________________________________________________________________
 FP0488* NAD 83(1992)-  35 26 29.72434(N)    108 31 59.55365(W)     ADJUSTED  
 FP0488* NAVD 88     -                                                        
 FP0488  ___________________________________________________________________
 FP0488  LAPLACE CORR-           4.07  (seconds)                    DEFLEC99
 FP0488  GEOID HEIGHT-         -20.68  (meters)                     GEOID03
 FP0488
 FP0488  HORZ ORDER  -  THIRD
 FP0488
 FP0488.The horizontal coordinates were established by classical geodetic methods
 FP0488.and adjusted by the National Geodetic Survey in December 1993..
 FP0488
 FP0488
 FP0488.The Laplace correction was computed from DEFLEC99 derived deflections.
 FP0488
 FP0488.The geoid height was determined by GEOID03.
 FP0488
 FP0488;                    North         East     Units Scale Factor Converg.
 FP0488;SPC NM W     -   492,794.617   766,459.513   MT  0.99996640   -0 24 21.1
 FP0488;SPC NM W     - 1,616,777.01  2,514,625.92   sFT  0.99996640   -0 24 21.1
 FP0488;UTM  12      - 3,924,811.500   723,905.578   MT  1.00021786   +1 25 51.7
 FP0488
 FP0488                          SUPERSEDED SURVEY CONTROL
 FP0488
 FP0488  NAD 83(1992)-  35 26 29.72433(N)    108 31 59.55506(W) AD(       ) 4
 FP0488  NAD 83(1986)-  35 26 29.72503(N)    108 31 59.55855(W) AD(       ) 4
 FP0488  NAD 27      -  35 26 29.63560(N)    108 31 57.27760(W) AD(       ) 3
 FP0488
 FP0488.Superseded values are not recommended for survey control.
 FP0488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0488.See file dsdata.txt to determine how the superseded data were derived.
 FP0488
 FP0488_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYE2390624812(NAD 83)
 FP0488_MARKER: 42 = RADIO/TV MAST
 FP0488
 FP0488  HISTORY     - Date     Condition        Report By
 FP0488  HISTORY     - 1966     FIRST OBSERVED   CGS
 FP0488
 FP0488                          STATION DESCRIPTION
 FP0488
 FP0488'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (JC)
 FP0488'THE STATION IS THE CENTER OF THE TOP OF A 100 FOOT HIGH STEEL
 FP0488'MAST, LOCATED ON THE SUMMIT OF WINGATE RIDGE, ABOUT 2 MILES
 FP0488'SOUTHWEST OF FORT WINGATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0258 ***********************************************************************
 DS0258  DESIGNATION -  FOSSIL
 DS0258  PID         -  DS0258
 DS0258  STATE/COUNTY-  NM/SOCORRO
 DS0258  USGS QUAD   -  RED CANYON (1982)
 DS0258
 DS0258                         *CURRENT SURVEY CONTROL
 DS0258  ___________________________________________________________________
 DS0258* NAD 83(1992)-  33 43 20.15333(N)    106 12 27.09951(W)     ADJUSTED  
 DS0258* NAVD 88     -      1793.466  (meters)    5884.06   (feet)  ADJUSTED  
 DS0258  ___________________________________________________________________
 DS0258  LAPLACE CORR-           1.67  (seconds)                    DEFLEC99
 DS0258  GEOID HEIGHT-         -21.10  (meters)                     GEOID03
 DS0258  DYNAMIC HT  -        1790.800 (meters)    5875.32  (feet)  COMP
 DS0258  MODELED GRAV-     979,086.3   (mgal)                       NAVD 88
 DS0258
 DS0258  HORZ ORDER  -  SECOND
 DS0258  VERT ORDER  -  SECOND    CLASS 0
 DS0258
 DS0258.The horizontal coordinates were established by classical geodetic methods
 DS0258.and adjusted by the National Geodetic Survey in December 1993..
 DS0258
 DS0258.The orthometric height was determined by differential leveling
 DS0258.and adjusted by the National Geodetic Survey in June 1991..
 DS0258
 DS0258.The Laplace correction was computed from DEFLEC99 derived deflections.
 DS0258
 DS0258.The geoid height was determined by GEOID03.
 DS0258
 DS0258.The dynamic height is computed by dividing the NAVD 88
 DS0258.geopotential number by the normal gravity value computed on the
 DS0258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0258.degrees latitude (g = 980.6199 gals.).
 DS0258
 DS0258.The modeled gravity was interpolated from observed gravity values.
 DS0258
 DS0258;                    North         East     Units Scale Factor Converg.
 DS0258;SPC NM C     -   301,851.387   503,936.130   MT  0.99990019   +0 01 24.9
 DS0258;SPC NM C     -   990,324.09  1,653,330.45   sFT  0.99990019   +0 01 24.9
 DS0258;UTM  13      - 3,732,016.506   388,122.629   MT  0.99975430   -0 40 13.6
 DS0258
 DS0258!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS0258!SPC NM C     -   0.99972184  x   0.99990019  =   0.99962205
 DS0258!UTM  13      -   0.99972184  x   0.99975430  =   0.99947620
 DS0258
 DS0258|---------------------------------------------------------------------|
 DS0258| PID    Reference Object                     Distance      Geod. Az  |
 DS0258|                                                           dddmmss.s |
 DS0258| DS0257 FOSSIL RM 1                          11.754 METERS 12216     |
 DS0258| DS0264 BOYD                                APPROX. 2.2 KM 1242021.0 |
 DS0258| DS0259 FOSSIL RM 2                           7.167 METERS 30415     |
 DS0258|---------------------------------------------------------------------|
 DS0258
 DS0258                          SUPERSEDED SURVEY CONTROL
 DS0258
 DS0258  NAD 83(1986)-  33 43 20.16034(N)    106 12 27.10195(W) AD(       ) 2
 DS0258  NAD 27      -  33 43 19.89505(N)    106 12 25.10449(W) AD(       ) 2
 DS0258  NGVD 29 (??/??/92) 1792.694  (m)         5881.53   (f) ADJ UNCH    2 0
 DS0258
 DS0258.Superseded values are not recommended for survey control.
 DS0258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0258.See file dsdata.txt to determine how the superseded data were derived.
 DS0258
 DS0258_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT8812332017(NAD 83)
 DS0258_MARKER: DS = TRIANGULATION STATION DISK
 DS0258_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0258_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DS0258_STAMPING: FOSSIL
 DS0258_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DS0258
 DS0258  HISTORY     - Date     Condition        Report By
 DS0258  HISTORY     - 1966     MONUMENTED       DMA
 DS0258  HISTORY     - 1969     GOOD             CGS
 DS0258  HISTORY     - 1969     GOOD             NGS
 DS0258
 DS0258                          STATION DESCRIPTION
 DS0258
 DS0258'DESCRIBED BY DEFENSE MAP AGENCY 1966 (JWC)
 DS0258'THE STATION IS ABOUT 20 MILES WEST-NORTHWEST OF CARRIZOZO, 18-1/2
 DS0258'MILES NORTHWEST OF OSCURO, 5-1/2 MILES SOUTH OF U.S. HIGHWAY 380 AND
 DS0258'ON THE SOUTHWEST POINT OF A SMALL MESA.
 DS0258'
 DS0258'TO REACH THE STATION FROM THE POST OFFICE IN THREE RIVERS, GO NORTH
 DS0258'ON U.S. HIGHWAY 54 FOR 11.1 MILES TO A GRAVELED ROAD ON THE LEFT AT
 DS0258'OSCURO.  TURN LEFT AND FOLLOW THE MAIN ROAD WESTERLY FOR 6.15
 DS0258'MILES TO A LOCKED GATE.  PASS THROUGH THE GATE AND CONTINUE WEST
 DS0258'FOR 0.85 MILE TO A GUARD SHACK AND ROAD ON THE RIGHT.  TURN RIGHT
 DS0258'AND GO NORTH ON ROAD NO. 11 FOR 7.2 MILES TO A ROAD ON THE LEFT.
 DS0258'CONTINUE AHEAD FOR 4.35 MILES TO A PAVED FORK.  TAKE THE LEFT
 DS0258'FORK AND GO NORTHERLY ON THE MAIN ROAD FOR 4.6 MILES TO AN OLD FENCE
 DS0258'LINE AND A DIM TRACK ROAD ON THE RIGHT.  TURN RIGHT ON THE NORTH
 DS0258'SIDE OF THE FENCE LINE AND GO EAST ON THE DIM TRACK ROAD FOR 0.15
 DS0258'MILE TO A GATE IN THE FENCE CORNER.  TURN RIGHT THROUGH THE GATE
 DS0258'AND GO SOUTHWESTERLY, ON THE TRACK ROAD FOR 0.35 MILE TO THE
 DS0258'STATION ON THE HIGHEST POINT OF THE SMALL MESA.
 DS0258'
 DS0258'THE STATION MARK IS A BRONZE DISK OF THE WHITE SANDS PROVING GROUNDS,
 DS0258'STAMPED FOSSIL, CEMENTED IN THE TOP OF A ROUND CONCRETE POST, 10
 DS0258'INCHES IN DIAMETER, THAT IS FLUSH WITH THE SURFACE OF THE GROUND.
 DS0258'IT IS 6 FEET EAST OF THE WEST EDGE OF A CLIFF AND 4.2 FEET SOUTHEAST
 DS0258'OF A WITNESS POST.
 DS0258'
 DS0258'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED FOSSIL WSPG NO 1 1966,
 DS0258'CEMENTED IN A DRILL HOLE IN 4 BY 6 FOOT ROCK OUTCROP, THAT IS FLUSH
 DS0258'WITH THE SURFACE OF THE GROUND.  IT IS 42.5 FEET SOUTH OF THE
 DS0258'WITNESS POST, 1.2 FEET EAST OF THE WEST EDGE OF THE CLIFF AND ABOUT
 DS0258'THE SAME ELEVATION AS THE STATION.
 DS0258'
 DS0258'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED FOSSIL WSPG NO 2 1966,
 DS0258'CEMENTED IN A DRILL HOLE IN 2 BY 2 FOOT ROCK OUTCROP, THAT IS FLUSH
 DS0258'WITH THE SURFACE OF THE GROUND.  IT IS 19.8 FEET NORTH OF THE
 DS0258'WITNESS POST, 1 FOOT EAST OF THE WEST EDGE OF THE CLIFF AND ABOUT
 DS0258'THE SAME ELEVATION AS THE STATION.
 DS0258'
 DS0258'TRIANGULATION STATION BOYD WAS USED FOR THE AZIMUTH MARK.
 DS0258'
 DS0258'THE DISTANCE BETWEEN REFERENCE MARKS WAS NOT MEASURED BECAUSE OF
 DS0258'OBSTRUCTIONS.
 DS0258
 DS0258                          STATION RECOVERY (1969)
 DS0258
 DS0258'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JGC)
 DS0258'THE STATION MARK, STAMPED FOSSIL, IS ABOUT 7.05 MILES NORTHWEST ALONG
 DS0258'WHITE SANDS MISSILE RANGE ROUTE 12 FROM THE STORE AT OSCURO, THENCE
 DS0258'11.8 MILES NORTH ALONG WHITE SANDS MISSILE RANGE ROUTE 11, THENCE
 DS0258'4.5 MILES NORTHWEST ALONG ROAD NUMBER 334, THENCE 0.15 MILE
 DS0258'NORTHEAST CROSS-COUNTRY TO THE TOP OF A HILL, IN SECTION 10, T 7
 DS0258'S, R 7 E, SET IN THE TOP AND 6 FEET NORTHEAST OF THE EDGE OF THE
 DS0258'SOLID ROCK RIM OF THE HILL, 38.6 FEET NORTHWEST OF RM 1, 23.5
 DS0258'FEET SOUTHEAST OF RM 2, 5.3 FEET EAST OF A METAL WITNESS POST, AND
 DS0258'ABOUT LEVEL WITH THE TOP OF THE HILL.
 DS0258'
 DS0258'RM 1, STAMPED FOSSIL NO 1 1966 WSPG, 38.6 FEET SOUTHEAST OF THE
 DS0258'STATION MARK, SET IN THE TOP AND 1.4 FEET NORTHEAST OF THE EDGE OF
 DS0258'THE RIM OF THE HILL, AND ABOUT LEVEL WITH THE TOP OF THE HILL.
 DS0258'
 DS0258'RM 2 STAMPED, FOSSIL NO 2 1966 WSPG, IS 23.5 FEET NORTHWEST OF THE
 DS0258'STATION MARK, SET IN THE TOP AND 1.1 FEET NORTHEAST OF THE EDGE OF
 DS0258'THE RIM OF THE HILL, AND ABOUT LEVEL WITH THE TOP OF THE HILL.
 DS0258'
 DS0258'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--23.45 MILES
 DS0258'NORTHWEST.
 DS0258
 DS0258                          STATION RECOVERY (1969)
 DS0258
 DS0258'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 DS0258'23.45 MI NW FROM OSCURO.
 DS0258'ABOUT 7.05 MILES NORTHWEST ALONG WHITE SANDS MISSILE RANGE ROUTE 12
 DS0258'FROM THE STORE AT OSCURO, THENCE 11.8 MILES NORTH ALONG WHITE SANDS
 DS0258'MISSILE RANGE ROUTE 11, THENCE 4.5 MILES NORTHWEST ALONG ROAD NUMBER
 DS0258'334, THENCE 0.15 MILE NORTHEAST CROSS-COUNTRY TO THE TOP OF A HILL, IN
 DS0258'SECTION 10, T 7 S, R 7 E, SET IN THE TOP AND 6 FEET NORTHEAST OF THE
 DS0258'EDGE OF THE SOLID ROCK RIM OF THE HILL, 38.6 FEET NORTHWEST OF FOSSIL
 DS0258'RM 1, 23.5 FEET SOUTHEAST OF FOSSIL RM 2, 5.3 FEET EAST OF A METAL
 DS0258'WITNESS POST, AND ABOUT LEVEL WITH THE TOP OF THE HILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0257 ***********************************************************************
 DS0257  DESIGNATION -  FOSSIL RM 1
 DS0257  PID         -  DS0257
 DS0257  STATE/COUNTY-  NM/SOCORRO
 DS0257  USGS QUAD   -  RED CANYON (1982)
 DS0257
 DS0257                         *CURRENT SURVEY CONTROL
 DS0257  ___________________________________________________________________
 DS0257* NAD 83(1986)-  33 43 20.     (N)    106 12 25.     (W)     SCALED    
 DS0257* NAVD 88     -      1793.595  (meters)    5884.49   (feet)  ADJUSTED  
 DS0257  ___________________________________________________________________
 DS0257  GEOID HEIGHT-         -21.10  (meters)                     GEOID03
 DS0257  DYNAMIC HT  -        1790.929 (meters)    5875.74  (feet)  COMP
 DS0257  MODELED GRAV-     979,086.6   (mgal)                       NAVD 88
 DS0257
 DS0257  VERT ORDER  -  SECOND    CLASS 0
 DS0257
 DS0257.The horizontal coordinates were scaled from a topographic map and have
 DS0257.an estimated accuracy of +/- 6 seconds.
 DS0257
 DS0257.The orthometric height was determined by differential leveling
 DS0257.and adjusted by the National Geodetic Survey in June 1991..
 DS0257
 DS0257.The geoid height was determined by GEOID03.
 DS0257
 DS0257.The dynamic height is computed by dividing the NAVD 88
 DS0257.geopotential number by the normal gravity value computed on the
 DS0257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0257.degrees latitude (g = 980.6199 gals.).
 DS0257
 DS0257.The modeled gravity was interpolated from observed gravity values.
 DS0257
 DS0257;                    North         East    Units  Estimated Accuracy
 DS0257;SPC NM C     -   301,850.      503,990.      MT  (+/- 180 meters Scaled)
 DS0257
 DS0257                          SUPERSEDED SURVEY CONTROL
 DS0257
 DS0257  NGVD 29 (??/??/92) 1792.823  (m)         5881.95   (f) ADJ UNCH    2 0
 DS0257
 DS0257.Superseded values are not recommended for survey control.
 DS0257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0257.See file dsdata.txt to determine how the superseded data were derived.
 DS0257
 DS0257_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT881320(NAD 83)
 DS0257_MARKER: DR = REFERENCE MARK DISK
 DS0257_SETTING: 0 = UNSPECIFIED SETTING
 DS0257_STAMPING: FOSSIL NO 1 1966 WSPG
 DS0257_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DS0257
 DS0257  HISTORY     - Date     Condition        Report By
 DS0257  HISTORY     - 1966     MONUMENTED       CGS
 DS0257  HISTORY     - 1969     GOOD             NGS
 DS0257
 DS0257                          STATION DESCRIPTION
 DS0257
 DS0257'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 DS0257'23.45 MI NW FROM OSCURO.
 DS0257'ABOUT 7.05 MILES NORTHWEST ALONG WHITE SANDS MISSILE RANGE ROUTE 12
 DS0257'FROM THE STORE AT OSCURO, THENCE 11.8 MILES NORTH ALONG WHITE SANDS
 DS0257'MISSILE RANGE ROUTE 11, THENCE 4.5 MILES NORTHWEST ALONG ROAD NUMBER
 DS0257'334, THENCE 0.15 MILE NORTHEAST CROSS-COUNTRY TO THE TOP OF A HILL, IN
 DS0257'SECTION 10, T 7 S, R 7 E, SET IN THE TOP AND 1.4 FEET NORTHEAST OF THE
 DS0257'EDGE OF THE RIM OF THE HILL, 38.6 FEET SOUTHEAST OF TRIANGULATION
 DS0257'STATION FOSSIL (WSPG), AND ABOUT LEVEL WITH THE TOP OF THE HILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0259 ***********************************************************************
 DS0259  DESIGNATION -  FOSSIL RM 2
 DS0259  PID         -  DS0259
 DS0259  STATE/COUNTY-  NM/SOCORRO
 DS0259  USGS QUAD   -  RED CANYON (1982)
 DS0259
 DS0259                         *CURRENT SURVEY CONTROL
 DS0259  ___________________________________________________________________
 DS0259* NAD 83(1986)-  33 43 19.     (N)    106 12 26.     (W)     SCALED    
 DS0259* NAVD 88     -      1793.350  (meters)    5883.68   (feet)  ADJUSTED  
 DS0259  ___________________________________________________________________
 DS0259  GEOID HEIGHT-         -21.10  (meters)                     GEOID03
 DS0259  DYNAMIC HT  -        1790.685 (meters)    5874.94  (feet)  COMP
 DS0259  MODELED GRAV-     979,086.6   (mgal)                       NAVD 88
 DS0259
 DS0259  VERT ORDER  -  SECOND    CLASS 0
 DS0259
 DS0259.The horizontal coordinates were scaled from a topographic map and have
 DS0259.an estimated accuracy of +/- 6 seconds.
 DS0259
 DS0259.The orthometric height was determined by differential leveling
 DS0259.and adjusted by the National Geodetic Survey in June 1991..
 DS0259
 DS0259.The geoid height was determined by GEOID03.
 DS0259
 DS0259.The dynamic height is computed by dividing the NAVD 88
 DS0259.geopotential number by the normal gravity value computed on the
 DS0259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0259.degrees latitude (g = 980.6199 gals.).
 DS0259
 DS0259.The modeled gravity was interpolated from observed gravity values.
 DS0259
 DS0259;                    North         East    Units  Estimated Accuracy
 DS0259;SPC NM C     -   301,820.      503,960.      MT  (+/- 180 meters Scaled)
 DS0259
 DS0259                          SUPERSEDED SURVEY CONTROL
 DS0259
 DS0259  NGVD 29 (??/??/92) 1792.579  (m)         5881.15   (f) ADJ UNCH    2 0
 DS0259
 DS0259.Superseded values are not recommended for survey control.
 DS0259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0259.See file dsdata.txt to determine how the superseded data were derived.
 DS0259
 DS0259_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT881319(NAD 83)
 DS0259_MARKER: DR = REFERENCE MARK DISK
 DS0259_SETTING: 0 = UNSPECIFIED SETTING
 DS0259_STAMPING: FOSSIL NO 2 1966 WSPG
 DS0259_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DS0259
 DS0259  HISTORY     - Date     Condition        Report By
 DS0259  HISTORY     - 1966     MONUMENTED       CGS
 DS0259  HISTORY     - 1969     GOOD             NGS
 DS0259
 DS0259                          STATION DESCRIPTION
 DS0259
 DS0259'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 DS0259'23.45 MI NW FROM OSCURO.
 DS0259'ABOUT 7.05 MILES NORTHWEST ALONG WHITE SANDS MISSILE RANGE ROUTE 12
 DS0259'FROM THE STORE AT OSCURO, THENCE 11.8 MILES NORTH ALONG WHITE SANDS
 DS0259'MISSILE RANGE ROUTE 11, THENCE 4.5 MILES NORTHWEST ALONG ROAD NUMBER
 DS0259'334, THENCE 0.15 MILE NORTHEAST CROSS-COUNTRY TO THE TOP OF A HILL, IN
 DS0259'SECTION 10, T 7 S, R 7 E, SET IN THE TOP AND 1.1 FEET NORTHEAST OF THE
 DS0259'EDGE OF THE RIM OF THE HILL, 23.5 FEET NORTHWEST OF TRIANGULATION
 DS0259'STATION FOSSIL (WSPG), AND ABOUT LEVEL WITH THE TOP OF THE HILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1862 ***********************************************************************
 CX1862  DESIGNATION -  FOSTER
 CX1862  PID         -  CX1862
 CX1862  STATE/COUNTY-  NM/LUNA
 CX1862  USGS QUAD   -  CARNE (1965)
 CX1862
 CX1862                         *CURRENT SURVEY CONTROL
 CX1862  ___________________________________________________________________
 CX1862* NAD 83(1992)-  32 16 30.37500(N)    107 36 17.52729(W)     ADJUSTED  
 CX1862* NAVD 88     -      1282.5    (meters)    4208.     (feet)  VERTCON   
 CX1862  ___________________________________________________________________
 CX1862  LAPLACE CORR-           0.92  (seconds)                    DEFLEC99
 CX1862  GEOID HEIGHT-         -24.42  (meters)                     GEOID03
 CX1862
 CX1862  HORZ ORDER  -  FIRST
 CX1862
 CX1862.The horizontal coordinates were established by classical geodetic methods
 CX1862.and adjusted by the National Geodetic Survey in December 1993..
 CX1862
 CX1862.The NAVD 88 height was computed by applying the VERTCON shift value to
 CX1862.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CX1862
 CX1862.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1862
 CX1862.The geoid height was determined by GEOID03.
 CX1862
 CX1862;                    North         East     Units Scale Factor Converg.
 CX1862;SPC NM W     -   141,395.328   851,521.865   MT  0.99992238   +0 07 19.2
 CX1862;SPC NM W     -   463,894.51  2,793,701.32   sFT  0.99992238   +0 07 19.2
 CX1862;UTM  13      - 3,573,908.913   254,657.113   MT  1.00034236   -1 23 30.0
 CX1862
 CX1862!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1862!SPC NM W     -   0.99980250  x   0.99992238  =   0.99972489
 CX1862!UTM  13      -   0.99980250  x   1.00034236  =   1.00014479
 CX1862
 CX1862:                Primary Azimuth Mark                     Grid Az
 CX1862:SPC NM W     -  FOSTER RM 3 AZIMUTH                      182 00 57.9
 CX1862:UTM  13      -  FOSTER RM 3 AZIMUTH                      183 31 47.1
 CX1862
 CX1862|---------------------------------------------------------------------|
 CX1862| PID    Reference Object                     Distance      Geod. Az  |
 CX1862|                                                           dddmmss.s |
 CX1862| CC7419 FOSTER RM 3 AZIMUTH                                1820817.1 |
 CX1862| CC7418 FOSTER RM 1                          18.226 METERS 25256     |
 CX1862| CX1864 DEMING VORTAC DMN                    78.742 METERS 30943     |
 CX1862| CX1863 GEOCEIVER STATION 10052              53.507 METERS 34544     |
 CX1862|---------------------------------------------------------------------|
 CX1862
 CX1862                          SUPERSEDED SURVEY CONTROL
 CX1862
 CX1862  NAD 83(1986)-  32 16 30.37608(N)    107 36 17.52661(W) AD(       ) 1
 CX1862  NAD 27      -  32 16 30.06375(N)    107 36 15.43202(W) AD(       ) 1
 CX1862  NGVD 29 (07/19/86) 1281.9    (m)         4206.     (f) VERT ANG       
 CX1862
 CX1862.Superseded values are not recommended for survey control.
 CX1862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1862.See file dsdata.txt to determine how the superseded data were derived.
 CX1862
 CX1862_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBR5465773909(NAD 83)
 CX1862_MARKER: DS = TRIANGULATION STATION DISK
 CX1862_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX1862_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CX1862
 CX1862  HISTORY     - Date     Condition        Report By
 CX1862  HISTORY     - 1975     MONUMENTED       NGS
 CX1862
 CX1862                          STATION DESCRIPTION
 CX1862
 CX1862'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (JRS)
 CX1862'THE STATION IS ABOUT 9 MILES EAST OF DEMING, 1/2 MILE NORTH
 CX1862'OF STATE HIGHWAY 277, ON TOP OF A SMALL, BRUSH COVERED
 CX1862'KNOLL AND ON PROPERTY OWNED BY J.L. FOSTER.
 CX1862'
 CX1862'TO REACH THE STATION FROM THE SOUTHEAST CORNER OF THE
 CX1862'POST OFFICE IN DEMING, GO NORTH ON COPPER STREET FOR 1 BLOCK
 CX1862'TO THE JUNCTION WITH U.S. HIGHWAYS 70 AND 80.  TURN RIGHT
 CX1862'AND GO EAST ON HIGHWAYS 70 AND 80 FOR 2.65 MILES TO A
 CX1862'FORK AND THE JUNCTION WITH STATE HIGHWAY 549.  CONTINUE
 CX1862'EAST ON STATE HIGHWAY 549 FOR 1.75 MILES TO THE JUNCTION
 CX1862'WITH STATE HIGHWAY 377.  TURN LEFT AND GO NORTH AND EAST
 CX1862'ON HIGHWAY 377 FOR 4.75 MILES TO A GRAVELED SIDE ROAD AND
 CX1862'REFERENCE MARK 3 ON THE LEFT.  TURN LEFT AND GO NORTH ON THE
 CX1862'GRAVELED ROAD FOR 0.45 MILE TO A SMALL BRUSH COVERED KNOLL
 CX1862'AND THE STATION ON THE RIGHT.
 CX1862'
 CX1862'STATION MARKS ARE STANDARD DISK, STAMPED FOSTER 1975.  THE
 CX1862'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 CX1862'CONCRETE MONUMENT, THAT PROJECTS 3 INCHES ABOVE THE GROUND.  IT
 CX1862'IS 102.5 FEET EAST OF THE CENTER OF A GRAVELED ROAD.  THE
 CX1862'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 36
 CX1862'INCHES BELOW THE GROUND SURFACE.
 CX1862'
 CX1862'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED FOSTER
 CX1862'NO 1 1975, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 CX1862'MONUMENT, THAT PROJECTS 4 INCHES ABOVE THE GROUND.  IT
 CX1862'IS 42.5 FEET EAST OF THE CENTER OF THE GRAVELED ROAD AND ABOUT
 CX1862'5 FEET LOWER THAN THE STATION.
 CX1862'
 CX1862'GEOCEIVER STATION 10052 (RM 2) IS A BRONZE DISK STAMPED
 CX1862'DEMING ALSS 10052, SET IN THE TOP OF A 12-INCH CYLINDRICAL
 CX1862'CONCRETE MONUMENT, THAT PROJECTS 3 INCHES ABOVE THE
 CX1862'GROUND.  IT IS 123.0 FEET EAST-NORTHEAST OF THE SOUTHEAST FENCE
 CX1862'CORNER OF A FENCE AROUND A VORTAC, 115.0 FEET EAST-SOUTHEAST
 CX1862'OF THE NORTHEAST FENCE CORNER OF THE FENCE AROUND THE VORTAC AND
 CX1862'ABOUT 5 FEET LOWER THAN THE STATION.
 CX1862'
 CX1862'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED FOSTER NO 3
 CX1862'1975, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 CX1862'MONUMENT, THAT PROJECTS 5 INCHES ABOVE THE GROUND.  IT IS 91.0 FEET
 CX1862'NORTH OF THE CENTER OF STATE HIGHWAY 377, 20.7 FEET WEST OF THE
 CX1862'CENTER OF A GRADED ROAD, 1.6 FEET NORTH OF A WITNESS POST AND 1.5
 CX1862'FEET EAST OF A POWER LINE POLE.
 CX1862'
 CX1862'HEIGHT OF LIGHT ABOVE STATION MARK 1.39 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0958 ***********************************************************************
 DR0958  DESIGNATION -  FOSTER
 DR0958  PID         -  DR0958
 DR0958  STATE/COUNTY-  NM/LINCOLN
 DR0958  USGS QUAD   -  GOLONDRINA WELL (1981)
 DR0958
 DR0958                         *CURRENT SURVEY CONTROL
 DR0958  ___________________________________________________________________
 DR0958* NAD 83(1992)-  33 56 29.12632(N)    105 16 05.02304(W)     ADJUSTED  
 DR0958* NAVD 88     -      1757.6    (meters)    5766.     (feet)  VERTCON   
 DR0958  ___________________________________________________________________
 DR0958  LAPLACE CORR-          -6.56  (seconds)                    DEFLEC99
 DR0958  GEOID HEIGHT-         -21.24  (meters)                     GEOID03
 DR0958
 DR0958  HORZ ORDER  -  FIRST
 DR0958
 DR0958.The horizontal coordinates were established by classical geodetic methods
 DR0958.and adjusted by the National Geodetic Survey in December 1993..
 DR0958
 DR0958.The NAVD 88 height was computed by applying the VERTCON shift value to
 DR0958.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DR0958
 DR0958.The Laplace correction was computed from DEFLEC99 derived deflections.
 DR0958
 DR0958.The geoid height was determined by GEOID03.
 DR0958
 DR0958;                    North         East     Units Scale Factor Converg.
 DR0958;SPC NM C     -   326,591.455   590,770.966   MT  1.00000154   +0 32 53.9
 DR0958;SPC NM C     - 1,071,492.13  1,938,221.08   sFT  1.00000154   +0 32 53.9
 DR0958;UTM  13      - 3,755,693.571   475,228.046   MT  0.99960756   -0 08 58.8
 DR0958
 DR0958!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR0958!SPC NM C     -   0.99972750  x   1.00000154  =   0.99972904
 DR0958!UTM  13      -   0.99972750  x   0.99960756  =   0.99933516
 DR0958
 DR0958:                Primary Azimuth Mark                     Grid Az
 DR0958:SPC NM C     -  OMER                                     008 03 57.9
 DR0958:UTM  13      -  OMER                                     008 45 50.6
 DR0958
 DR0958|---------------------------------------------------------------------|
 DR0958| PID    Reference Object                     Distance      Geod. Az  |
 DR0958|                                                           dddmmss.s |
 DR0958| EP0614 OMER                                APPROX. 9.8 KM 0083651.8 |
 DR0958| DR0940 EL CAPITAN MOUNTAIN E PEAK          APPROX.39.5 KM 1754619.0 |
 DR0958| DR0946 EL CAPITAN MOUNTAIN                 APPROX.38.8 KM 1793749.2 |
 DR0958| CJ6401 FOSTER AZ MK                                       1805717.8 |
 DR0958| CJ6402 FOSTER RM 1                          29.280 METERS 26306     |
 DR0958| CJ6403 FOSTER RM 2                          26.460 METERS 35052     |
 DR0958|---------------------------------------------------------------------|
 DR0958
 DR0958                          SUPERSEDED SURVEY CONTROL
 DR0958
 DR0958  NAD 83(1986)-  33 56 29.13132(N)    105 16 05.02288(W) AD(       ) 1
 DR0958  NAD 27      -  33 56 28.83700(N)    105 16 03.04200(W) AD(       ) 1
 DR0958  NGVD 29 (07/19/86) 1756.8    (m)         5764.     (f) VERT ANG       
 DR0958
 DR0958.Superseded values are not recommended for survey control.
 DR0958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0958.See file dsdata.txt to determine how the superseded data were derived.
 DR0958
 DR0958_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDT7522855694(NAD 83)
 DR0958_MARKER: DS = TRIANGULATION STATION DISK
 DR0958_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR0958
 DR0958  HISTORY     - Date     Condition        Report By
 DR0958  HISTORY     - 1934     MONUMENTED       CGS
 DR0958  HISTORY     - 1972     GOOD             NGS
 DR0958
 DR0958                          STATION DESCRIPTION
 DR0958
 DR0958'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 DR0958'THE STATION IS 24 MILES AIR LINE NORTH-NORTHWEST OF ARABELA
 DR0958'POST OFFICE, ABOUT 5.5 MILES FROM AN ADOBE SCHOOLHOUSE IN MAGNETIC
 DR0958'BEARING 315 DEG, 0.2 MILE NORTH OF A SMALL SHACK WITH LEAN-TO IN
 DR0958'LINE WITH CAPITAN PEAK AND THE STATION, AND ON TOP OF A LONG,
 DR0958'BROAD, GRASSY, RIDGE WHICH RUNS EAST-SOUTHEAST AND
 DR0958'WEST-NORTHWEST.  THE RIDGE IS ABOUT 1-1/2 MILES NORTH OF LITTLE
 DR0958'ASPERS CREEK AND ENDS IN A HIGHER TOP ABOUT 4 MILES
 DR0958'EAST-SOUTHEAST OF STATION.  TO REACH FROM THE HUFF
 DR0958'RANCH HOUSE, GO NORTH 1.5 MILES TO THE ADOBE SCHOOLHOUSE
 DR0958'WHICH IS VISIBLE FROM THE RANCH, CONTINUE DUE NORTH 0.1 MILE,
 DR0958'PASS THROUGH A GATE AND GO NORTH 1.2 MILES TO THE J.W.
 DR0958'FOSTER RANCH BUILDINGS WHICH ARE TWO SMALL SHACKS AT
 DR0958'THE WEST SIDE OF THE ROAD, CONTINUE NORTH 0.3 MILE TO A
 DR0958'CROSSROAD AT THE WEST EDGE OF A DIRT TANK, TURN
 DR0958'NORTHWEST AND FOLLOW MAIN ROAD 0.25 MILE UP THE SOUTH
 DR0958'SIDE OF LITTLE ASPERS CREEK, PASS THROUGH A GATE AND GO
 DR0958'2.0 MILES, FOLLOW RIGHT FORK 0.1 MILE AND THEN THE LEFT
 DR0958'FORK 0.15 MILE TO THE GOLDEN DRANA WINDMILL AND SQUARE CONCRETE
 DR0958'TANK 50 YARDS SOUTHWEST OF THE MAIN ROAD, CONTINUE NORTHWEST
 DR0958'0.4 MILE ON MAIN ROAD, TURN RIGHT AND GO 0.1 MILE THROUGH
 DR0958'A LOW, ROCKY CUT TO A CROSSROAD, GO NORTH 0.7 MILE, PASS
 DR0958'THROUGH A GATE AND CONTINUE 0.5 MILE TO AN OLD SHACK ON THE
 DR0958'SIDE OF HILL, GO DUE NORTH 0.2 MILE TO THE TOP OF HILL AND
 DR0958'THE STATION.  THE STATION AND REFERENCE MARKS ARE STANDARD
 DR0958'DISKS SET IN CONCRETE.
 DR0958'REFERENCE MARK NO. 1 IS 29.28 METERS (96.1 FEET) FROM STATION
 DR0958'S 83 DEG 06 MIN W, AND NO. 2 IS 26.46 METERS
 DR0958'(86.8 FEET) FROM STATION N 09 DEG 08 MIN W.  THE
 DR0958'AZIMUTH MARK, A STANDARD DISK SET IN BEDROCK,
 DR0958'NOTE 12A IS 0.2 MILE FROM STATION S 0 DEG 57 MIN W.
 DR0958
 DR0958                          STATION RECOVERY (1972)
 DR0958
 DR0958'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (WAK)
 DR0958'STATION WAS NOT OCCUPIED THUS DISTANCES AND DIRECTIONS TO
 DR0958'REFERENCE MARKS AND AZIMUTH MARKS NOT OBSERVED.
 DR0958'
 DR0958'THE STATION IS LOCATED SOUTH 41 DEGREES EAST, ABOUT 28 MILES
 DR0958'AIRLINE FROM CORONA, NEW MEXICO, ON THE EAST END OF A BROAD
 DR0958'GRASSY RIDGE EXTENDING FROM HIGHER GROUND WEST-NORTHWEST IN
 DR0958'SOUTH PART OF SECTION 21, TOWNSHIP 4 SOUTH, RANGE 16 EAST.
 DR0958'
 DR0958'TO REACH FROM CORONA, GO 18.2 MILES EAST ON STATE HIGHWAY 42
 DR0958'TO ROAD RIGHT JUST BEFORE HIGHWAY CROSSES GALLO ARROYO, TURN
 DR0958'RIGHT AND GO 10.8 MILES SOUTH ON GRADED ROAD TO CROSSROADS, TURN
 DR0958'LEFT AND GO 4.7 MILES EAST ON TRACK ROAD TO A DOUBLE Y-JUNCTION,
 DR0958'AND TWO WINDMILLS, TURN RIGHT AND GO 1.7 MILES SOUTH ON TRACK
 DR0958'ROAD TO METAL TANK ON TOP OF RIDGE, TURN RIGHT AND GO 0.3 MILE
 DR0958'NORTHWEST ON TRACK ROAD TO STATION SITE ON RIGHT.
 DR0958'
 DR0958'THE STATION AND REFERENCE MARKS ARE USC AND GS BRONZE DISKS SET
 DR0958'IN CONCRETE POSTS.
 DR0958'
 DR0958'STATION MARK--TABLET STAMPED FOSTER 1934.
 DR0958'
 DR0958'REFERENCE MARK NO. 1--TABLET STAMPED FOSTER NO. 1 1934.
 DR0958'
 DR0958'REFERENCE MARK NO. 2--TABLET STAMPED FOSTER NO. 2 1934.
 DR0958'
 DR0958'AZIMUTH MARK WAS NOT SEARCHED FOR.
 DR0958'
 DR0958'STATION OMER 1934 IS VISIBLE FROM THE GROUND TO SERVE AS THE
 DR0958'AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0824 ***********************************************************************
 CW0824  DESIGNATION -  FOUR
 CW0824  PID         -  CW0824
 CW0824  STATE/COUNTY-  NM/EDDY
 CW0824  USGS QUAD   -  ANTELOPE SINK (1975)
 CW0824
 CW0824                         *CURRENT SURVEY CONTROL
 CW0824  ___________________________________________________________________
 CW0824* NAD 83(1992)-  32 44 25.89813(N)    104 38 55.63027(W)     ADJUSTED  
 CW0824* NAVD 88     -      1193.     (meters)    3914.     (feet)  SCALED    
 CW0824  ___________________________________________________________________
 CW0824  LAPLACE CORR-          -3.57  (seconds)                    DEFLEC99
 CW0824  GEOID HEIGHT-         -22.81  (meters)                     GEOID03
 CW0824
 CW0824  HORZ ORDER  -  SECOND
 CW0824
 CW0824.The horizontal coordinates were established by classical geodetic methods
 CW0824.and adjusted by the National Geodetic Survey in December 1993..
 CW0824
 CW0824.The orthometric height was scaled from a topographic map.
 CW0824
 CW0824.The Laplace correction was computed from DEFLEC99 derived deflections.
 CW0824
 CW0824.The geoid height was determined by GEOID03.
 CW0824
 CW0824;                    North         East     Units Scale Factor Converg.
 CW0824;SPC NM E     -   193,024.104   135,436.555   MT  0.99991986   -0 10 14.2
 CW0824;SPC NM E     -   633,279.91    444,344.76   sFT  0.99991986   -0 10 14.2
 CW0824;UTM  13      - 3,622,576.913   532,904.714   MT  0.99961335   +0 11 23.8
 CW0824
 CW0824!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CW0824!SPC NM E     -   0.99981638  x   0.99991986  =   0.99973626
 CW0824!UTM  13      -   0.99981638  x   0.99961335  =   0.99942981
 CW0824
 CW0824|---------------------------------------------------------------------|
 CW0824| PID    Reference Object                     Distance      Geod. Az  |
 CW0824|                                                           dddmmss.s |
 CW0824| CH9381 FOUR RM 2                            20.503 METERS 07306     |
 CW0824| CH9379 FOUR AZ MK                                         2682445.9 |
 CW0824| CH9380 FOUR RM 1                            11.332 METERS 34146     |
 CW0824|---------------------------------------------------------------------|
 CW0824
 CW0824                          SUPERSEDED SURVEY CONTROL
 CW0824
 CW0824  NAD 83(1986)-  32 44 25.90287(N)    104 38 55.62398(W) AD(       ) 2
 CW0824  NAD 27      -  32 44 25.50900(N)    104 38 53.75700(W) AD(       ) 2
 CW0824
 CW0824.Superseded values are not recommended for survey control.
 CW0824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0824.See file dsdata.txt to determine how the superseded data were derived.
 CW0824
 CW0824_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES3290522577(NAD 83)
 CW0824_MARKER: DD = SURVEY DISK
 CW0824_SETTING: 0 = UNSPECIFIED SETTING
 CW0824_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CW0824+SATELLITE: SATELLITE OBSERVATIONS - September 09, 2003
 CW0824
 CW0824  HISTORY     - Date     Condition        Report By
 CW0824  HISTORY     - 1943     MONUMENTED       CGS
 CW0824  HISTORY     - 1954     GOOD             BAKER
 CW0824  HISTORY     - 20030909 GOOD             INDIV
 CW0824
 CW0824                          STATION DESCRIPTION
 CW0824
 CW0824'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (EHB)
 CW0824'THE STATION IS LOCATED ON THE SUMMIT OF A LOW HILL ABOUT 18
 CW0824'MILES AIRLINE SW OF ARTESIA, AND ABOUT 8 MILES SE OF HOPE.
 CW0824'
 CW0824'STATION MARK IS A BRONZE STATION DISK SET IN THE TOP OF A
 CW0824'CONCRETE POST PROJECTING ABOUT 6 INCHES ABOVE GROUND.  STAMPED
 CW0824'FOUR 1943.
 CW0824'
 CW0824'UNDERGROUND MARK IS A BRONZE STATION DISK SET IN CONCRETE
 CW0824'24 INCHES BELOW THE SURFACE OF THE GROUND.  STAMPED FOUR 1943.
 CW0824'
 CW0824'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN THE TOP
 CW0824'OF A CONCRETE POST PROJECTING ABOUT 4 INCHES ABOVE GROUND.
 CW0824'STAMPED FOUR NO 1 1943.
 CW0824'
 CW0824'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN THE TOP OF
 CW0824'A CONCRETE POST PROJECTING ABOUT 4 INCHES ABOVE GROUND.  STAMPED
 CW0824'FOUR NO 2 1943.
 CW0824'
 CW0824'AZIMUTH MARK IS ABOUT 0.5 MILE W OF THE STATION, ABOUT 4 FEET
 CW0824'S OF S GATEPOST, AND ABOUT 4 FEET E OF FENCE.  IT IS A BRONZE
 CW0824'AZIMUTH DISK SET IN THE TOP OF A CONCRETE POST PROJECTING
 CW0824'ABOUT 5 INCHES ABOVE GROUND.  STAMPED FOUR 1943.
 CW0824'
 CW0824'TO REACH FROM THE POST OFFICE IN HOPE, GO E ON GRADED ROAD 0.6
 CW0824'MILE, THENCE RIGHT, S, 2 MILES, CROSS PENASCO CREEK AND
 CW0824'CONTINUE S 0.6 MILE TO A GATE JUST W OF RANCH BUILDINGS.
 CW0824'PASS THROUGH GATE AND PASS TO RIGHT OF LARGE DIRT TANK FOR
 CW0824'0.2 MILE TO WASH.  CROSS WASH AND CONTINUE ON MAIN-TRAVELED
 CW0824'ROAD 1.1 MILES.  PASS THROUGH GATE JUST N OF CORRALS.  KEEP
 CW0824'STRAIGHT AHEAD ON CENTER ROAD 1.5 MILES.  CROSS OLD CANAL
 CW0824'AND CONTINUE 0.4 MILE TO GATE AND AZIMUTH MARK.  PASS THROUGH
 CW0824'GATE, THEN TURN SHARP LEFT ALONG FENCE 0.15 MILE TO FENCE
 CW0824'CORNER.  TURN RIGHT AND FOLLOW ALONG FENCE 0.35 MILE TO
 CW0824'STATION, ABOUT 35 FEET SW OF FENCE LINE.
 CW0824'
 CW0824'A 10-FOOT WOOD STAND WAS USED FOR OBSERVATIONS.
 CW0824'
 CW0824'HEIGHT OF LIGHT ABOVE STATION MARK-3 METERS.
 CW0824
 CW0824                          STATION RECOVERY (1954)
 CW0824
 CW0824'RECOVERY NOTE BY M BAKER JR INCORPORATED 1954 (TJA)
 CW0824'STATION, AZIMUTH MARK, AND REFERENCE MARKS FOUND TO BE IN GOOD
 CW0824'CONDITION.  STATION, SET IN CONCRETE, IS A STANDARD BRONZE
 CW0824'DISK, STAMPED FOUR 1943.
 CW0824'
 CW0824'TO REACH FROM THE POST OFFICE IN HOPE, GO E ON A GRADED ROAD
 CW0824'FOR 0.6 MI., THENCE RIGHT (S) FOR 2 MI., CROSS PENASCO
 CW0824'CREEK AND CONTINUE S FOR 0.6 MI. TO A GATE JUST W OF SOME
 CW0824'RANCH BUILDINGS.  PASS THROUGH THE GATE AND PASS TO THE RIGHT
 CW0824'OF A LARGE DIRT TANK FOR 0.2 MI. TO A WASH.  CROSS THE WASH
 CW0824'AND CONTINUE ON THE MAIN-TRAVELED ROAD FOR 2.1 MI.  PASS
 CW0824'THROUGH A GATE JUST N OF THE CORRALS.  KEEP STRAIGHT AHEAD FOR
 CW0824'1.5 MI. ON THE CENTER ROAD.  CROSS AN OLD CANAL AND CONTINUE
 CW0824'STRAIGHT AHEAD FOR 0.2 MI. TO FORKS OF THE ROAD.  TAKE THE
 CW0824'LEFT FORK (DIM) AND CONTINUE FOR 0.2 MI. TO THE AZIMUTH MARK.
 CW0824'TURN LEFT AT THE AZIMUTH MARK AND FOLLOW A DIM TRACK ROAD FOR
 CW0824'0.2 MI. TO A FENCE.  TURN RIGHT AND FOLLOW ALONG FENCE FOR
 CW0824'0.35 MILE TO STATION, ABOUT 35 FEET SOUTHWEST OF FENCE
 CW0824'LINE.  STATION SET IN CONCRETE A STANDARD BRONZE DISK
 CW0824'STAMPED FOUR 1943.
 CW0824
 CW0824                          STATION RECOVERY (2003)
 CW0824
 CW0824'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (KAP)
 CW0824'FOUND BRONZE STATION DISC ON TOP OF 2 FT. DIA. DOMED CONCRETE MASS.
 CW0824'DISC PROJECTING APPROXIMATELY 4 INCHES ABOVE NATURAL GROUND.  DISC
 CW0824'STAMPED FOUR 1943.  DISC IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0889 ***********************************************************************
 CW0889  DESIGNATION -  FOUR MILE
 CW0889  PID         -  CW0889
 CW0889  STATE/COUNTY-  NM/OTERO
 CW0889  USGS QUAD   -  SHILOH HILLS SE (1970)
 CW0889
 CW0889                         *CURRENT SURVEY CONTROL
 CW0889  ___________________________________________________________________
 CW0889* NAD 83(1992)-  32 05 14.59202(N)    105 15 42.81552(W)     ADJUSTED  
 CW0889* NAVD 88     -      1316.     (meters)    4318.     (feet)  SCALED    
 CW0889  ___________________________________________________________________
 CW0889  LAPLACE CORR-          -0.54  (seconds)                    DEFLEC99
 CW0889  GEOID HEIGHT-         -22.46  (meters)                     GEOID03
 CW0889
 CW0889  HORZ ORDER  -  SECOND
 CW0889
 CW0889.The horizontal coordinates were established by classical geodetic methods
 CW0889.and adjusted by the National Geodetic Survey in December 1993..
 CW0889
 CW0889.The orthometric height was scaled from a topographic map.
 CW0889
 CW0889.The Laplace correction was computed from DEFLEC99 derived deflections.
 CW0889
 CW0889.The geoid height was determined by GEOID03.
 CW0889
 CW0889;                    North         East     Units Scale Factor Converg.
 CW0889;SPC NM C     -   120,983.421   593,273.354   MT  1.00000726   +0 31 29.8
 CW0889;SPC NM C     -   396,926.44  1,946,431.00   sFT  1.00000726   +0 31 29.8
 CW0889;SPC TX C     - 3,278,673.678   234,850.881   MT  1.00006119   -2 32 18.6
 CW0889;SPC TX C     -10,756,781.89    770,506.60   sFT  1.00006119   -2 32 18.6
 CW0889;UTM  13      - 3,550,151.917   475,286.240   MT  0.99960753   -0 08 20.8
 CW0889
 CW0889!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CW0889!SPC NM C     -   0.99979701  x   1.00000726  =   0.99980427
 CW0889!SPC TX C     -   0.99979701  x   1.00006119  =   0.99985819
 CW0889!UTM  13      -   0.99979701  x   0.99960753  =   0.99940462
 CW0889
 CW0889|---------------------------------------------------------------------|
 CW0889| PID    Reference Object                     Distance      Geod. Az  |
 CW0889|                                                           dddmmss.s |
 CW0889| CH9383 FOUR MILE RM 2                        6.558 METERS 08446     |
 CW0889| CW0884 ORANGE                              APPROX. 7.9 KM 1080318.5 |
 CW0889| CH9382 FOUR MILE RM 1                        5.883 METERS 33548     |
 CW0889|---------------------------------------------------------------------|
 CW0889
 CW0889                          SUPERSEDED SURVEY CONTROL
 CW0889
 CW0889  NAD 83(1986)-  32 05 14.59420(N)    105 15 42.81528(W) AD(       ) 2
 CW0889  NAD 27      -  32 05 14.19900(N)    105 15 40.94900(W) AD(       ) 2
 CW0889
 CW0889.Superseded values are not recommended for survey control.
 CW0889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0889.See file dsdata.txt to determine how the superseded data were derived.
 CW0889
 CW0889_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDR7528650152(NAD 83)
 CW0889_MARKER: DS = TRIANGULATION STATION DISK
 CW0889_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CW0889
 CW0889  HISTORY     - Date     Condition        Report By
 CW0889  HISTORY     - 1943     MONUMENTED       CGS
 CW0889
 CW0889                          STATION DESCRIPTION
 CW0889
 CW0889'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 CW0889'STATION IS LOCATED ON A LONG, HIGH RIDGE THAT EXTENDS IN
 CW0889'A N-S DIRECTION.  IT IS ABOUT 20 MILES (AIRLINE) NNW OF THE
 CW0889'SALT FLATS SERVICE STATION, ABOUT 6.0 MILES N OF THE STATE
 CW0889'LINE, 4.0 MILES NNW OF FOUR MILE WINDMILL, WHICH IS A WELL-KNOWN
 CW0889'WELL, AND ABOUT 1.4 MILES W OF A DIRT STOCK TANK.  IT IS
 CW0889'LOCATED IN THE HIGHEST POINT IN THE VICINITY.
 CW0889'
 CW0889'STATION MARK IS A BRONZE STATION DISK SET IN TOP OF AN
 CW0889'8-INCH SQUARE CONCRETE POST, STAMPED FOUR MILE 1943.  IT IS
 CW0889'WITNESSED BY A 4- BY 4-INCH WHITE WITNESS POST WHICH IS 8 FEET
 CW0889'S OF STATION.
 CW0889'
 CW0889'REFERENCE MARK 1 IS NNW OF STATION.  IT IS A BRONZE REFERENCE
 CW0889'DISK SET IN TOP OF A 15-INCH ROUND CONCRETE POST SET FLUSH
 CW0889'WITH THE GROUND.  STAMPED FOUR MILE 1943 NO 1.
 CW0889'
 CW0889'REFERENCE MARK 2 IS E OF STATION.  IT IS A BRONZE REFERENCE
 CW0889'DISK SET IN TOP OF A 15-INCH ROUND CONCRETE POST SET FLUSH
 CW0889'WITH THE GROUND.  STAMPED NO 2 FOUR MILE 1943.
 CW0889'
 CW0889'STATION ORANGE WAS USED AS AN AZIMUTH MARK.
 CW0889'
 CW0889'TO REACH STATION FROM SALT FLAT SERVICE STATION GO W ALONG
 CW0889'U.S. HIGHWAY 62 FOR 9.6 MILES TO A CATTLEGUARD AND WIRE GATE
 CW0889'ON RIGHT SIDE OF HIGHWAY.  TURN N OFF HIGHWAY, CROSSING
 CW0889'CATTLEGUARD AND FOLLOW THE DIRT ROAD ALONG THE E SIDE OF A FENCE,
 CW0889'THENCE CONTINUE N FOR 3.7 MILES TO WHERE ROAD FORKS AT A RANCH
 CW0889'HOUSE, TAKE RIGHT FORK AND CONTINUE E 1.9 MILES TO ANOTHER
 CW0889'CATTLEGUARD.  CROSS CATTLEGUARD AND TAKE LEFT FORK AT ROAD
 CW0889'FORKS, CONTINUE E AND THEN N FOR 8.0 MILES TO A WIRE FENCE
 CW0889'AND ANOTHER FORKS.  PASS THROUGH THE GATE, TAKE LEFT FORK,
 CW0889'AND CONTINUE N 2.2 MILES TO FOUR MILE WINDMILL ON THE LEFT.
 CW0889'CONTINUE N ON THE MAIN TRAVELED ROAD FOR ABOUT 3.3 MILES,
 CW0889'TAKE LEFT FORK AND CONTINUE 1.4 MILES TO ANOTHER FORK WHICH
 CW0889'IS JUST BEFORE REACHING A STOCK TANK, TAKE LEFT FORK FOR
 CW0889'0.1 MILE PASSING CLOSE TO THE END OF AN EARTH DIKE.
 CW0889'HERE ABOUT 200 FEET ABOVE THE TANK, BEAR LEFT INTO THE
 CW0889'BRUSH AND DRIVE CROSS COUNTRY W FOR 1.2 MILES, KEEPING TO
 CW0889'TOP OF RIDGE TO END OF TRUCK TRAVEL.  LEAVE TRUCK AND
 CW0889'PACK UP SLOPE ON RIGHT OF SMALL DRAW TO TOP OF RIDGE, THEN
 CW0889'BEAR RIGHT FOR ABOUT 200 YARDS TO STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GO0498 ***********************************************************************
 GO0498  DESIGNATION -  FOUTZ
 GO0498  PID         -  GO0498
 GO0498  STATE/COUNTY-  NM/SAN JUAN
 GO0498  USGS QUAD   -  BECLABITO (1982)
 GO0498
 GO0498                         *CURRENT SURVEY CONTROL
 GO0498  ___________________________________________________________________
 GO0498* NAD 83(1992)-  36 50 45.73064(N)    109 01 09.29772(W)     ADJUSTED  
 GO0498* NAVD 88     -      1769.5    (meters)    5805.     (feet)  VERTCON   
 GO0498  ___________________________________________________________________
 GO0498  LAPLACE CORR-          -6.50  (seconds)                    DEFLEC99
 GO0498  GEOID HEIGHT-         -20.60  (meters)                     GEOID03
 GO0498
 GO0498  HORZ ORDER  -  THIRD
 GO0498
 GO0498.The horizontal coordinates were established by classical geodetic methods
 GO0498.and adjusted by the National Geodetic Survey in December 1993..
 GO0498
 GO0498.The NAVD 88 height was computed by applying the VERTCON shift value to
 GO0498.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GO0498
 GO0498.The Laplace correction was computed from DEFLEC99 derived deflections.
 GO0498
 GO0498.The geoid height was determined by GEOID03.
 GO0498
 GO0498;                    North         East     Units Scale Factor Converg.
 GO0498;SPC NM W     -   649,052.744   724,233.850   MT  1.00005443   -0 42 40.4
 GO0498;SPC NM W     - 2,129,433.88  2,376,090.56   sFT  1.00005443   -0 42 40.4
 GO0498;UTM  12      - 4,079,623.893   676,604.078   MT  0.99998424   +1 11 17.2
 GO0498
 GO0498!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GO0498!SPC NM W     -   0.99972562  x   1.00005443  =   0.99978003
 GO0498!UTM  12      -   0.99972562  x   0.99998424  =   0.99970986
 GO0498
 GO0498:                Primary Azimuth Mark                     Grid Az
 GO0498:SPC NM W     -  RED                                      178 19 55.8
 GO0498:UTM  12      -  RED                                      176 25 58.2
 GO0498
 GO0498|---------------------------------------------------------------------|
 GO0498| PID    Reference Object                     Distance      Geod. Az  |
 GO0498|                                                           dddmmss.s |
 GO0498| GO0499 RED                                 APPROX.12.8 KM 1773715.4 |
 GO0498|---------------------------------------------------------------------|
 GO0498
 GO0498                          SUPERSEDED SURVEY CONTROL
 GO0498
 GO0498  NAD 83(1992)-  36 50 45.73080(N)    109 01 09.29828(W) AD(       ) 3
 GO0498  NAD 83(1992)-  36 50 45.72819(N)    109 01 09.29904(W) AD(       ) 3
 GO0498  NAD 83(1986)-  36 50 45.71941(N)    109 01 09.30712(W) AD(       ) 3
 GO0498  NAD 27      -  36 50 45.73930(N)    109 01 06.94649(W) AD(       ) 3
 GO0498  NGVD 29 (07/19/86) 1768.5    (m)         5802.     (f) VERT ANG       
 GO0498
 GO0498.Superseded values are not recommended for survey control.
 GO0498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GO0498.See file dsdata.txt to determine how the superseded data were derived.
 GO0498
 GO0498_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXF7660479624(NAD 83)
 GO0498_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 GO0498_SETTING: 80 = SET IN A BOULDER
 GO0498_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GO0498+STABILITY: SURFACE MOTION
 GO0498
 GO0498  HISTORY     - Date     Condition        Report By
 GO0498  HISTORY     - 1933     MONUMENTED       USGS
 GO0498  HISTORY     - 1966     GOOD             USGS
 GO0498
 GO0498                          STATION DESCRIPTION
 GO0498
 GO0498'DESCRIBED BY US GEOLOGICAL SURVEY 1966 (JTD)
 GO0498'LOCATED ABOUT 0.5 MI. NW. OF THE TRADING POST AT BE-CLA-BE-TO, ON E.
 GO0498'END OF HIGHEST POINT OF HILL.
 GO0498'
 GO0498'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 666
 GO0498'AND STATE HIGHWAY 504 IN THE SW. PART OF SHIPROCK, GO W. ON STATE
 GO0498'HIGHWAY 504 FOR 18.5 MI. TO BECLAHBETO TRADING POST, CONTINUE ON
 GO0498'STATE HIGHWAY 504 FOR 1.7 MI., TURN RIGHT OFF HIGHWAY, ON A DIM
 GO0498'TRAIL JUST BEFORE REACHING CULVERT, FOLLOW TRAIL FOR 0.1 MI. TO
 GO0498'SADDLE, FOLLOW TRAIL SE. ALONG RIDGE FOR 1.0 MI. TO SMALL TOP ON
 GO0498'END OF RIDGE AND STATION SITE.
 GO0498'
 GO0498'STATION MARK--STANDARD TABLET STAMPED ---FOUTZ 508 S ET 1966---,
 GO0498'CEMENTED IN ROCK FLUSH WITH GROUND.
 GO0498'
 GO0498'NOTE--STATION --FOUTZ-- IS ALSO CALLED --FOUTZ ET 1966-- BY ROCKY
 GO0498'MOUNTAIN REGION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0444 ***********************************************************************
 ER0444  DESIGNATION -  FOX
 ER0444  PID         -  ER0444
 ER0444  STATE/COUNTY-  NM/CATRON
 ER0444  USGS QUAD   -  GALLO MOUNTAINS WEST (1981)
 ER0444
 ER0444                         *CURRENT SURVEY CONTROL
 ER0444  ___________________________________________________________________
 ER0444* NAD 83(1992)-  34 04 40.42755(N)    108 42 17.41333(W)     ADJUSTED  
 ER0444* NAVD 88     -      2861.     (meters)    9386.     (feet)  SCALED    
 ER0444  ___________________________________________________________________
 ER0444  LAPLACE CORR-           3.46  (seconds)                    DEFLEC99
 ER0444  GEOID HEIGHT-         -21.85  (meters)                     GEOID03
 ER0444
 ER0444  HORZ ORDER  -  FIRST
 ER0444
 ER0444.The horizontal coordinates were established by classical geodetic methods
 ER0444.and adjusted by the National Geodetic Survey in December 1993..
 ER0444
 ER0444.The orthometric height was scaled from a topographic map.
 ER0444
 ER0444.The Laplace correction was computed from DEFLEC99 derived deflections.
 ER0444
 ER0444.The geoid height was determined by GEOID03.
 ER0444
 ER0444;                    North         East     Units Scale Factor Converg.
 ER0444;SPC NM W     -   341,641.980   749,565.424   MT  0.99999639   -0 29 18.0
 ER0444;SPC NM W     - 1,120,870.40  2,459,199.23   sFT  0.99999639   -0 29 18.0
 ER0444;UTM  12      - 3,773,170.557   711,780.902   MT  1.00015291   +1 17 11.4
 ER0444
 ER0444!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ER0444!SPC NM W     -   0.99955448  x   0.99999639  =   0.99955088
 ER0444!UTM  12      -   0.99955448  x   1.00015291  =   0.99970733
 ER0444
 ER0444|---------------------------------------------------------------------|
 ER0444| PID    Reference Object                     Distance      Geod. Az  |
 ER0444|                                                           dddmmss.s |
 ER0444| CD2913 FOX RM 1                                           11130     |
 ER0444| CD2912 FOX AZ MK                                          1173600.2 |
 ER0444| ER0445 FOX MOUNTAIN LOOKOUT TOWER           28.043 METERS 25031     |
 ER0444| CD2914 FOX RM 2                             25.009 METERS 25035     |
 ER0444|---------------------------------------------------------------------|
 ER0444
 ER0444                          SUPERSEDED SURVEY CONTROL
 ER0444
 ER0444  NAD 83(1992)-  34 04 40.42841(N)    108 42 17.41285(W) AD(       ) 1
 ER0444  NAD 83(1986)-  34 04 40.42810(N)    108 42 17.41723(W) AD(       ) 1
 ER0444  NAD 27      -  34 04 40.23952(N)    108 42 15.17331(W) AD(       ) 1
 ER0444
 ER0444.Superseded values are not recommended for survey control.
 ER0444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0444.See file dsdata.txt to determine how the superseded data were derived.
 ER0444
 ER0444_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYC1178173171(NAD 83)
 ER0444_MARKER: DD = SURVEY DISK
 ER0444_SETTING: 0 = UNSPECIFIED SETTING
 ER0444
 ER0444  HISTORY     - Date     Condition        Report By
 ER0444  HISTORY     - 1936     MONUMENTED       CGS
 ER0444
 ER0444                          STATION DESCRIPTION
 ER0444
 ER0444'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JDT)
 ER0444'ABOUT 22 MILES SOUTHWEST OF QUEMADO, ON THE SUMMIT OF A HIGH,
 ER0444'PROMINENT PEAK KNOWN AS FOX MOUNTAIN, ABOUT 85 FEET NORTHEAST
 ER0444'OF THE NORTHEAST CORNER OF THE LOOKOUT STATION AND ABOUT 4
 ER0444'FEET EAST OF A POLE SUPPORTING A LIGHTNING ROD.  THE STATION
 ER0444'MARK IS A STANDARD DISK SET IN THE TOP OF A 4-INCH PIPE FILLED
 ER0444'WITH CONCRETE AND SUNK IN THE GROUND.  REFERENCE MARK NO. 1 AND
 ER0444'THE AZIMUTH MARK ARE STANDARD DISKS SET IN ROCK.
 ER0444'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN THE
 ER0444'CONCRETE STEPS OF THE LOOKOUT STATION.  REFERENCE MARK NO. 1
 ER0444'IS 32.52 FEET FROM THE STATION S 68 DEG 30 MIN E.
 ER0444'AND NO. 2 IS 82.05 FEET FROM THE STATION S 70 DEG 35 MIN W.
 ER0444'THE AZIMUTH MARK IS ABOUT 80 YARDS ALONG THE LEFT
 ER0444'FORK OF A Y-ROAD, ON THE WEST EDGE OF A BLUFF, ABOUT 3.0
 ER0444'MILES BY ROAD AND 1-1/4 MILES AIR LINE FROM THE STATION
 ER0444'S 62 DEG 24 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0180 ***********************************************************************
 CX0180  DESIGNATION -  FOX 2
 CX0180  PID         -  CX0180
 CX0180  STATE/COUNTY-  NM/DONA ANA
 CX0180  USGS QUAD   -  BENNETT MOUNTAIN (1981)
 CX0180
 CX0180                         *CURRENT SURVEY CONTROL
 CX0180  ___________________________________________________________________
 CX0180* NAD 83(1992)-  32 31 29.07942(N)    106 26 26.24283(W)     ADJUSTED  
 CX0180* NAVD 88     -      1332.353  (meters)    4371.23   (feet)  ADJUSTED  
 CX0180  ___________________________________________________________________
 CX0180  LAPLACE CORR-          -7.36  (seconds)                    DEFLEC99
 CX0180  GEOID HEIGHT-         -23.34  (meters)                     GEOID03
 CX0180  DYNAMIC HT  -        1330.384 (meters)    4364.77  (feet)  COMP
 CX0180  MODELED GRAV-     979,114.6   (mgal)                       NAVD 88
 CX0180
 CX0180  HORZ ORDER  -  FIRST
 CX0180  VERT ORDER  -  SECOND    CLASS 0
 CX0180
 CX0180.The horizontal coordinates were established by classical geodetic methods
 CX0180.and adjusted by the National Geodetic Survey in December 1993..
 CX0180
 CX0180.The orthometric height was determined by differential leveling
 CX0180.and adjusted by the National Geodetic Survey in June 1991..
 CX0180
 CX0180.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX0180
 CX0180.The geoid height was determined by GEOID03.
 CX0180
 CX0180.The dynamic height is computed by dividing the NAVD 88
 CX0180.geopotential number by the normal gravity value computed on the
 CX0180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0180.degrees latitude (g = 980.6199 gals.).
 CX0180
 CX0180.The modeled gravity was interpolated from observed gravity values.
 CX0180
 CX0180;                    North         East     Units Scale Factor Converg.
 CX0180;SPC NM C     -   169,066.856   482,092.551   MT  0.99990395   -0 06 09.0
 CX0180;SPC NM C     -   554,680.18  1,581,665.31   sFT  0.99990395   -0 06 09.0
 CX0180;UTM  13      - 3,599,516.718   364,700.078   MT  0.99982574   -0 46 28.9
 CX0180
 CX0180!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX0180!SPC NM C     -   0.99979451  x   0.99990395  =   0.99969848
 CX0180!UTM  13      -   0.99979451  x   0.99982574  =   0.99962029
 CX0180
 CX0180:                Primary Azimuth Mark                     Grid Az
 CX0180:SPC NM C     -  X                                        088 43 57.2
 CX0180:UTM  13      -  X                                        089 24 17.1
 CX0180
 CX0180|---------------------------------------------------------------------|
 CX0180| PID    Reference Object                     Distance      Geod. Az  |
 CX0180|                                                           dddmmss.s |
 CX0180| CX1503 X                                   APPROX. 1.2 KM 0883748.2 |
 CX0180| CX0182 FOX 2 RM 1                            7.985 METERS 16620     |
 CX0180| CX0181 FOX 2 RM 2                            7.268 METERS 25743     |
 CX0180|---------------------------------------------------------------------|
 CX0180
 CX0180                          SUPERSEDED SURVEY CONTROL
 CX0180
 CX0180  NAD 83(1986)-  32 31 29.08524(N)    106 26 26.24266(W) AD(       ) 1
 CX0180  NAD 27      -  32 31 28.76607(N)    106 26 24.26318(W) AD(       ) 1
 CX0180  NGVD 29 (??/??/92) 1331.768  (m)         4369.31   (f) ADJ UNCH    2 0
 CX0180
 CX0180.Superseded values are not recommended for survey control.
 CX0180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0180.See file dsdata.txt to determine how the superseded data were derived.
 CX0180
 CX0180_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR6470099517(NAD 83)
 CX0180_MARKER: DS = TRIANGULATION STATION DISK
 CX0180_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CX0180_SP_SET: MONUMENT
 CX0180_STAMPING: FOX 2 1966
 CX0180_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX0180
 CX0180  HISTORY     - Date     Condition        Report By
 CX0180  HISTORY     - 1968     MONUMENTED       CGS
 CX0180  HISTORY     - 1968     GOOD             NGS
 CX0180
 CX0180                          STATION DESCRIPTION
 CX0180
 CX0180'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JCC)
 CX0180'THE STATION IS LOCATED ABOUT 4.0 MILES NORTHWEST OF THE SMALL MISSILE
 CX0180'RANGE HEADQUARTERS AND ABOUT 0.8 MILE WEST OF WSMR ROUTE NO. 7 ON A
 CX0180'MOUND WITH A WHITE ASTRODOME.
 CX0180'
 CX0180'TO REACH THE STATION FROM WHITE SANDS MISSILE RANGE HEADQUARTERS GO
 CX0180'NORTH ON PAVED ACCESS ROAD 4.1 MILES TO AN UNDERPASS AND U. S.
 CX0180'HIGHWAY 70.  TURN RIGHT AND GO EAST AND NORTHEAST ON U. S. HIGHWAY
 CX0180'70 4.3 MILES TO THE JUNCTION WITH WSMR ROUTE NO. 7 ON THE LEFT.
 CX0180'TURN LEFT AND GO WEST AND NORTH 4.4 MILES, PASSING THROUGH A
 CX0180'GUARD GATE, ON WSMR ROUTE NO. 7 TO THE AZIMUTH MARK ON THE RIGHT.
 CX0180'CONTINUE NORTH ON WSMR ROUTE NO. 7 0.5 MILE TO A GRAVELED ROAD LEFT.
 CX0180'TURN LEFT AND GO WEST SOUTHWEST ON GRAVELED ROAD 0.9 MILE TO THE
 CX0180'MOUND AND STATION.
 CX0180'
 CX0180'STATION MARK, A STANDARD DISK STAMPED FOX 2 1966, IS SET IN THE TOP
 CX0180'OF A 10 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 3 INCHES ABOVE
 CX0180'THE GROUND.  IT IS 19 FEET EAST OF THE NORTHWEST CORNER OF A
 CX0180'CONCRETE PAD AND 3 FEET WEST OF THE EAST EDGE OF THE MOUND.
 CX0180'
 CX0180'R. M. NO 1, A STANDARD DISK STAMPED FOX 2 NO 1 1966, IS SET IN THE
 CX0180'TOP OF A 10 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 3 INCHES
 CX0180'ABOVE THE GROUND.  IT IS SET IN THE SOUTHEAST CORNER OF THE MOUND.
 CX0180'
 CX0180'R. M. NO 2, A STANDARD DISK STAMPED FOX 2 NO 2 1966, IS SET IN THE
 CX0180'TOP OF A 10 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 3 INCHES
 CX0180'ABOVE THE GROUND.  IT IS SET IN THE NORTHEAST CORNER OF THE MOUND.
 CX0180'
 CX0180'AZIMUTH MARK, TRIANGULATION STATION X WSPG 1952, IS A WSPG DISK
 CX0180'STAMPED X WSA WSPG BRL, IS SET IN THE TOP OF A 6 INCH SQUARE
 CX0180'CONCRETE MONUMENT THAT PROJECTS 10 INCHES ABOVE THE GROUND.  IT IS
 CX0180'ABOUT 140 FEET EAST OF THE CENTERLINE OF WSMR ROUTE NO 7 AND 79
 CX0180'FEET EAST OF A POWERLINE.
 CX0180'
 CX0180'HEIGHT OF LIGHT ABOVE THE STATION MARK 1.5 METERS.
 CX0180
 CX0180                          STATION RECOVERY (1968)
 CX0180
 CX0180'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 CX0180'10.8 MI N FROM WSMR HEADQUARTERS.
 CX0180'4.2 MILES NORTH ALONG MAIN ACCESS ROAD FROM WHITE SANDS MISSILE RANGE
 CX0180'HEADQUARTERS BUILDING.  THENCE 4.6 MILES NORTHEAST ALONG U.S. HIGHWAY
 CX0180'70.  THENCE 5.0 MILES WEST AND NORTH ALONG WSMR ROUTE 7.  THENCE 1.0
 CX0180'MILE WEST-SOUTHWEST ALONG A GRAVELED ROAD TO AN EARTHEN MOUND AND AN
 CX0180'ASTRODOME.  IT IS IN THE NORTHEAST CORNER OF THE MOUND, 11 FEET SOUTH
 CX0180'OF THE NORTH EDGE OF THE MOUND, 4 FEET NORTHEAST OF THE NORTHEAST
 CX0180'CORNER OF A 12X16 FOOT CONCRETE PAD, 4 FEET WEST OF THE EAST EDGE OF
 CX0180'THE MOUND AND SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT
 CX0180'THAT PROJECTS ABOUT 0.2 FOOT ABOVE THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0182 ***********************************************************************
 CX0182  DESIGNATION -  FOX 2 RM 1
 CX0182  PID         -  CX0182
 CX0182  STATE/COUNTY-  NM/DONA ANA
 CX0182  USGS QUAD   -  BENNETT MOUNTAIN (1981)
 CX0182
 CX0182                         *CURRENT SURVEY CONTROL
 CX0182  ___________________________________________________________________
 CX0182* NAD 83(1986)-  32 31 28.     (N)    106 26 27.     (W)     SCALED    
 CX0182* NAVD 88     -      1332.297  (meters)    4371.04   (feet)  ADJUSTED  
 CX0182  ___________________________________________________________________
 CX0182  GEOID HEIGHT-         -23.34  (meters)                     GEOID03
 CX0182  DYNAMIC HT  -        1330.328 (meters)    4364.58  (feet)  COMP
 CX0182  MODELED GRAV-     979,114.4   (mgal)                       NAVD 88
 CX0182
 CX0182  VERT ORDER  -  SECOND    CLASS 0
 CX0182
 CX0182.The horizontal coordinates were scaled from a topographic map and have
 CX0182.an estimated accuracy of +/- 6 seconds.
 CX0182
 CX0182.The orthometric height was determined by differential leveling
 CX0182.and adjusted by the National Geodetic Survey in June 1991..
 CX0182
 CX0182.The geoid height was determined by GEOID03.
 CX0182
 CX0182.The dynamic height is computed by dividing the NAVD 88
 CX0182.geopotential number by the normal gravity value computed on the
 CX0182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0182.degrees latitude (g = 980.6199 gals.).
 CX0182
 CX0182.The modeled gravity was interpolated from observed gravity values.
 CX0182
 CX0182;                    North         East    Units  Estimated Accuracy
 CX0182;SPC NM C     -   169,030.      482,070.      MT  (+/- 180 meters Scaled)
 CX0182
 CX0182                          SUPERSEDED SURVEY CONTROL
 CX0182
 CX0182  NGVD 29 (??/??/92) 1331.712  (m)         4369.13   (f) ADJ UNCH    2 0
 CX0182
 CX0182.Superseded values are not recommended for survey control.
 CX0182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0182.See file dsdata.txt to determine how the superseded data were derived.
 CX0182
 CX0182_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR646994(NAD 83)
 CX0182_MARKER: DR = REFERENCE MARK DISK
 CX0182_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CX0182_SP_SET: MONUMENT
 CX0182_STAMPING: FOX 2 NO 1 1966
 CX0182_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX0182
 CX0182  HISTORY     - Date     Condition        Report By
 CX0182  HISTORY     - 1966     MONUMENTED       CGS
 CX0182  HISTORY     - 1968     GOOD             NGS
 CX0182
 CX0182                          STATION DESCRIPTION
 CX0182
 CX0182'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CX0182'10.8 MI N FROM WSMR HEADQUARTERS.
 CX0182'4.2 MILES NORTH ALONG MAIN ACCESS ROAD FROM WHITE SANDS MISSILE RANGE
 CX0182'HEADQUARTERS BUILDING.  THENCE 4.6 MILES NORTHEAST ALONG U.S. HIGHWAY
 CX0182'70.  THENCE 5.0 MILES WEST AND NORTH ALONG WSMR ROUTE 7.  THENCE 1.0
 CX0182'MILE WEST-SOUTHWEST ALONG A GRAVELED ROAD TO AN EARTHEN MOUND AND AN
 CX0182'ASTRODOME.  IT IS 6 FEET NORTH OF THE SOUTH EDGE OF THE MOUND, 4 FEET
 CX0182'WEST OF THE EAST EDGE OF THE MOUND, 3 FEET EAST OF THE EAST EDGE OF A
 CX0182'12X16 FOOT CONCRETE PAD, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE
 CX0182'MONUMENT THAT PROJECTS ABOUT 0.2 FOOT ABOVE THE SURFACE OF THE GROUND
 CX0182'AND IS ABOUT THE SAME ELEVATION AS THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0181 ***********************************************************************
 CX0181  DESIGNATION -  FOX 2 RM 2
 CX0181  PID         -  CX0181
 CX0181  STATE/COUNTY-  NM/DONA ANA
 CX0181  USGS QUAD   -  BENNETT MOUNTAIN (1981)
 CX0181
 CX0181                         *CURRENT SURVEY CONTROL
 CX0181  ___________________________________________________________________
 CX0181* NAD 83(1986)-  32 31 28.     (N)    106 26 27.     (W)     SCALED    
 CX0181* NAVD 88     -      1332.388  (meters)    4371.34   (feet)  ADJUSTED  
 CX0181  ___________________________________________________________________
 CX0181  GEOID HEIGHT-         -23.34  (meters)                     GEOID03
 CX0181  DYNAMIC HT  -        1330.419 (meters)    4364.88  (feet)  COMP
 CX0181  MODELED GRAV-     979,114.4   (mgal)                       NAVD 88
 CX0181
 CX0181  VERT ORDER  -  SECOND    CLASS 0
 CX0181
 CX0181.The horizontal coordinates were scaled from a topographic map and have
 CX0181.an estimated accuracy of +/- 6 seconds.
 CX0181
 CX0181.The orthometric height was determined by differential leveling
 CX0181.and adjusted by the National Geodetic Survey in June 1991..
 CX0181
 CX0181.The geoid height was determined by GEOID03.
 CX0181
 CX0181.The dynamic height is computed by dividing the NAVD 88
 CX0181.geopotential number by the normal gravity value computed on the
 CX0181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0181.degrees latitude (g = 980.6199 gals.).
 CX0181
 CX0181.The modeled gravity was interpolated from observed gravity values.
 CX0181
 CX0181;                    North         East    Units  Estimated Accuracy
 CX0181;SPC NM C     -   169,030.      482,070.      MT  (+/- 180 meters Scaled)
 CX0181
 CX0181                          SUPERSEDED SURVEY CONTROL
 CX0181
 CX0181  NGVD 29 (??/??/92) 1331.803  (m)         4369.42   (f) ADJ UNCH    2 0
 CX0181
 CX0181.Superseded values are not recommended for survey control.
 CX0181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0181.See file dsdata.txt to determine how the superseded data were derived.
 CX0181
 CX0181_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR646994(NAD 83)
 CX0181_MARKER: DR = REFERENCE MARK DISK
 CX0181_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CX0181_SP_SET: MONUMENT
 CX0181_STAMPING: FOX 2 NO 2 1966
 CX0181_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX0181
 CX0181  HISTORY     - Date     Condition        Report By
 CX0181  HISTORY     - 1966     MONUMENTED       CGS
 CX0181  HISTORY     - 1968     GOOD             NGS
 CX0181
 CX0181                          STATION DESCRIPTION
 CX0181
 CX0181'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CX0181'10.8 MI N FROM WSMR HEADQUARTERS.
 CX0181'4.2 MILES NORTH ALONG MAIN ACCESS ROAD FROM WHITE SANDS MISSILE RANGE
 CX0181'HEADQUARTERS BUILDING.  THENCE 4.6 MILES NORTHEAST ALONG U.S. HIGHWAY
 CX0181'70.  THENCE 5.0 MILES WEST AND NORTH ALONG WSMR ROUTE 7.  THENCE 1.0
 CX0181'MILE WEST-SOUTHWEST ALONG A GRAVELED ROAD TO AN EARTHEN MOUND AND AN
 CX0181'ASTRODOME.  IT IS 21 FEET EAST OF THE WEST EDGE OF THE MOUND, 13 FEET
 CX0181'SOUTH OF THE NORTH EDGE OF THE MOUND, 8 FEET NORTHWEST OF THE
 CX0181'NORTHWEST CORNER OF A 12X16 FOOT CONCRETE PAD, SET IN THE TOP OF A 12
 CX0181'INCH SQUARE CONCRETE MONUMENT THAT PROJECTS ABOUT 0.3 FOOT ABOVE THE
 CX0181'SURFACE OF THE GROUND AND IS ABOUT THE SAME ELEVATION AS THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS1375 ***********************************************************************
 DS1375  DESIGNATION -  FRA
 DS1375  PID         -  DS1375
 DS1375  STATE/COUNTY-  NM/SIERRA
 DS1375  USGS QUAD   -  LAVA (1980)
 DS1375
 DS1375                         *CURRENT SURVEY CONTROL
 DS1375  ___________________________________________________________________
 DS1375* NAD 83(1992)-  33 23 31.16340(N)    107 06 04.99156(W)     ADJUSTED  
 DS1375* NAVD 88     -      2044.     (meters)    6706.     (feet)  VERTCON   
 DS1375  ___________________________________________________________________
 DS1375  LAPLACE CORR-           2.79  (seconds)                    DEFLEC99
 DS1375  GEOID HEIGHT-         -22.98  (meters)                     GEOID03
 DS1375
 DS1375  HORZ ORDER  -  THIRD
 DS1375
 DS1375.The horizontal coordinates were established by classical geodetic methods
 DS1375.and adjusted by the National Geodetic Survey in December 1993..
 DS1375
 DS1375.The NAVD 88 height was computed by applying the VERTCON shift value to
 DS1375.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DS1375
 DS1375.The Laplace correction was computed from DEFLEC99 derived deflections.
 DS1375
 DS1375.The geoid height was determined by GEOID03.
 DS1375
 DS1375;                    North         East     Units Scale Factor Converg.
 DS1375;SPC NM W     -   265,465.791   898,093.766   MT  0.99997381   +0 24 10.3
 DS1375;SPC NM W     -   870,949.02  2,946,495.96   sFT  0.99997381   +0 24 10.3
 DS1375;UTM  13      - 3,696,717.453   304,552.452   MT  1.00007098   -1 09 24.8
 DS1375
 DS1375!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS1375!SPC NM W     -   0.99968285  x   0.99997381  =   0.99965667
 DS1375!UTM  13      -   0.99968285  x   1.00007098  =   0.99975381
 DS1375
 DS1375:                Primary Azimuth Mark                     Grid Az
 DS1375:SPC NM W     -  ARK 51 A                                 270 28 10.0
 DS1375:UTM  13      -  ARK 51 A                                 272 01 45.1
 DS1375
 DS1375|---------------------------------------------------------------------|
 DS1375| PID    Reference Object                     Distance      Geod. Az  |
 DS1375|                                                           dddmmss.s |
 DS1375| DS1381 ARK 51 A                            APPROX. 6.9 KM 2705220.3 |
 DS1375|---------------------------------------------------------------------|
 DS1375
 DS1375                          SUPERSEDED SURVEY CONTROL
 DS1375
 DS1375  NAD 83(1986)-  33 23 31.17140(N)    107 06 04.99466(W) AD(       ) 3
 DS1375  NAD 27      -  33 23 30.91340(N)    107 06 02.89189(W) AD(       ) 3
 DS1375  NGVD 29 (07/19/86) 2043.     (m)         6703.     (f) VERT ANG       
 DS1375
 DS1375.Superseded values are not recommended for survey control.
 DS1375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS1375.See file dsdata.txt to determine how the superseded data were derived.
 DS1375
 DS1375_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS0455296717(NAD 83)
 DS1375_MARKER: DD = SURVEY DISK
 DS1375_SETTING: 66 = SET IN ROCK OUTCROP
 DS1375_SP_SET: SET IN BEDROCK
 DS1375_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DS1375+STABILITY: POSITION/ELEVATION WELL
 DS1375
 DS1375  HISTORY     - Date     Condition        Report By
 DS1375  HISTORY     - 1959     MONUMENTED       USGS
 DS1375
 DS1375                          STATION DESCRIPTION
 DS1375
 DS1375'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 DS1375'STATION IS LOCATED ON THE HIGHEST POINT OF A LONG N-S. RIM IN ABOUT
 DS1375'THE MIDDLE OF THE FRA CHRISTOBAL RANGE.  STATION IS APPROXIMATELY
 DS1375'16.0 MI. (AIRLINE) NNW. OF ENGLE AND IS APPROXIMATELY 3.6 MI.
 DS1375'(AIRLINE) W. OF THE SANTA FE RAILROAD.  STATION IS REACHED FROM ENGLE
 DS1375'BY DRIVING N. ON GRADED RD. FOR 10.1 MI. TO DEEP WELL RANCH.  DRIVE
 DS1375'PAST HOUSE FOR ABOUT 100 YARDS, PASS THROUGH GATE ON W. SIDE OF RD.,
 DS1375'THEN CONTINUE N., THEN W., FOLLOWING TRACK RD. 2.1 MI. TO RAILROAD
 DS1375'CROSSING.  CROSS TRACKS THEN TURN N. AND FOLLOW DIM TRACK RD. 2.2 MI.
 DS1375'TO WINDMILL AND TANK.  TURN DUE W. AND FOLLOW TRACKS UP WASH, THEN
 DS1375'RIDGE FOR 1.1 MI. TO OLD MINE PROSPECT AND END OF TRUCK TRAVEL.
 DS1375'FROM THIS POINT, PACK ACROSS DRAIN UP TO RIDGE TOP N.  FOLLOW RIDGE
 DS1375'W. TO MAIN RIDGE, ABOUT 1.3 MI.  TURN N., KEEPING TO MAIN RIDGE FOR
 DS1375'ABOUT 1.4 MI.  THEN TURN NW., FOLLOWING RIDGE TOP FOR ABOUT 1.0 MI.,
 DS1375'THEN DUE N. ALONG MAIN RIDGE FOR ABOUT 0.7 MI. TO HIGHEST POINT OF
 DS1375'RIM AND STATION.
 DS1375'
 DS1375'STATION MARK--STANDARD TABLET CEMENTED IN BEDROCK, FLUSH WITH GROUND,
 DS1375'AND STAMPED ---FRA-1959---.
 DS1375'
 DS1375'NO MENTION OF REFERENCE MARKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0548 ***********************************************************************
 GN0548  DESIGNATION -  FRANCES
 GN0548  PID         -  GN0548
 GN0548  STATE/COUNTY-  NM/RIO ARRIBA
 GN0548  USGS QUAD   -  GOMEZ RANCH (1982)
 GN0548
 GN0548                         *CURRENT SURVEY CONTROL
 GN0548  ___________________________________________________________________
 GN0548* NAD 83(1992)-  36 47 40.17826(N)    107 26 22.87498(W)     ADJUSTED  
 GN0548* NAVD 88     -      2104.1    (meters)    6903.     (feet)  VERTCON   
 GN0548  ___________________________________________________________________
 GN0548  LAPLACE CORR-           3.82  (seconds)                    DEFLEC99
 GN0548  GEOID HEIGHT-         -20.14  (meters)                     GEOID03
 GN0548
 GN0548  HORZ ORDER  -  THIRD
 GN0548
 GN0548.The horizontal coordinates were established by classical geodetic methods
 GN0548.and adjusted by the National Geodetic Survey in December 1993..
 GN0548
 GN0548.The NAVD 88 height was computed by applying the VERTCON shift value to
 GN0548.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GN0548
 GN0548.The Laplace correction was computed from DEFLEC99 derived deflections.
 GN0548
 GN0548.The geoid height was determined by GEOID03.
 GN0548
 GN0548;                    North         East     Units Scale Factor Converg.
 GN0548;SPC NM C     -   643,326.457   393,828.060   MT  1.00003883   -0 42 45.5
 GN0548;SPC NM C     - 2,110,646.88  1,292,084.23   sFT  1.00003883   -0 42 45.5
 GN0548;SPC NM W     -   642,749.192   865,130.298   MT  0.99993187   +0 14 08.8
 GN0548;SPC NM W     - 2,108,752.97  2,838,348.32   sFT  0.99993187   +0 14 08.8
 GN0548;UTM  13      - 4,074,852.020   282,324.652   MT  1.00018377   -1 27 42.5
 GN0548
 GN0548!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GN0548!SPC NM C     -   0.99967305  x   1.00003883  =   0.99971187
 GN0548!SPC NM W     -   0.99967305  x   0.99993187  =   0.99960494
 GN0548!UTM  13      -   0.99967305  x   1.00018377  =   0.99985676
 GN0548
 GN0548:                Primary Azimuth Mark                     Grid Az
 GN0548:SPC NM C     -  JINNY                                    015 59 51.4
 GN0548:SPC NM W     -  JINNY                                    015 02 57.1
 GN0548:UTM  13      -  JINNY                                    016 44 48.4
 GN0548
 GN0548|---------------------------------------------------------------------|
 GN0548| PID    Reference Object                     Distance      Geod. Az  |
 GN0548|                                                           dddmmss.s |
 GN0548| GN0547 JINNY                               APPROX. 7.0 KM 0151705.9 |
 GN0548|---------------------------------------------------------------------|
 GN0548
 GN0548                          SUPERSEDED SURVEY CONTROL
 GN0548
 GN0548  NAD 83(1992)-  36 47 40.17466(N)    107 26 22.87596(W) AD(       ) 3
 GN0548  NAD 83(1986)-  36 47 40.17475(N)    107 26 22.88106(W) AD(       ) 3
 GN0548  NAD 27      -  36 47 40.15429(N)    107 26 20.71301(W) AD(       ) 3
 GN0548  NGVD 29 (07/19/86) 2103.0    (m)         6900.     (f) VERT ANG       
 GN0548
 GN0548.Superseded values are not recommended for survey control.
 GN0548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0548.See file dsdata.txt to determine how the superseded data were derived.
 GN0548
 GN0548_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBA8232574852(NAD 83)
 GN0548_MARKER: DD = SURVEY DISK
 GN0548_SETTING: 80 = SET IN A BOULDER
 GN0548_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GN0548+STABILITY: SURFACE MOTION
 GN0548
 GN0548  HISTORY     - Date     Condition        Report By
 GN0548  HISTORY     - 1952     MONUMENTED       USGS
 GN0548
 GN0548                          STATION DESCRIPTION
 GN0548
 GN0548'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 GN0548'STATION IS APPROXIMATELY 9.2 MI. AIRLINE ESE. OF THE CONFLUENCE OF
 GN0548'THE SAN JUAN AND LOS PINOS RIVERS.  STATION IS ON THE NE. SIDE OF
 GN0548'FRANCES CANYON AND SW. OF LA JARA CANYON.  STATION IS ON N. END OF
 GN0548'LARGE HIGH MESA JUST NE. OF THE GOMEZ RANCH HOUSE.  STATION OVERLOOKS
 GN0548'ALL THE SURROUNDING COUNTRY EXCEPT TO DUE S.
 GN0548'
 GN0548'TO REACH STATION FROM THE GOMEZ RANCH IN FRANCES CANYON, PROCEED W.
 GN0548'AND THENCE N. ON THE MAIN TRAVELED RD. TOWARD ROSA, NEW MEXICO, FOR
 GN0548'2.55 MI. TO DIM T-RD. TO RIGHT.  TURN RIGHT AND CONTINUE FOR 0.3 MI.
 GN0548'PAST OLD CORRAL TO DIM Y-RDS.  TAKE LEFT FORK AND GO 2.1 MI. ALONG
 GN0548'CANYON AND THENCE UP STEEP SLOPE ONTO RIDGE AND THENCE ALONG RIDGE
 GN0548'TO Y-RDS. GOING ON EITHER SIDE OF HIGHER RIDGE TO SE.  STATION IS
 GN0548'ON NW. END OF THIS HIGHER RIDGE.  TAKE LEFT FORK AND PROCEED FOR
 GN0548'0.25 MI. AROUND E. SIDE OF RIDGE TO T-RD. TO RIGHT.  TURN RIGHT
 GN0548'AND CONTINUE FOR 0.20 MI. TO TOP OF RIDGE AND TO STATION, ABOUT
 GN0548'300 FT. NW. ON END OF RIDGE ON LARGE OPEN SANDROCK OUTCROP.
 GN0548'
 GN0548'STATION MARK--STANDARD USGS BRONZE TABLET, CEMENTED IN 25 X 40 FT.
 GN0548'SANDSTONE BOULDER, STAMPED ---FRANCES 1952---.
 GN0548'
 GN0548'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1624 ***********************************************************************
 CX1624  DESIGNATION -  FRANK
 CX1624  PID         -  CX1624
 CX1624  STATE/COUNTY-  NM/OTERO
 CX1624  USGS QUAD   -  WHITE SANDS NE (1955)
 CX1624
 CX1624                         *CURRENT SURVEY CONTROL
 CX1624  ___________________________________________________________________
 CX1624* NAD 83(1992)-  32 26 53.29944(N)    106 21 26.40375(W)     ADJUSTED  
 CX1624* NAVD 88     -      1212.47   (+/-2cm)    3977.9    (feet)  VERTCON   
 CX1624  ___________________________________________________________________
 CX1624  LAPLACE CORR-           0.69  (seconds)                    DEFLEC99
 CX1624  GEOID HEIGHT-         -23.68  (meters)                     GEOID03
 CX1624
 CX1624  HORZ ORDER  -  FIRST
 CX1624  VERT ORDER  -  THIRD ? (See Below)
 CX1624
 CX1624.The horizontal coordinates were established by classical geodetic methods
 CX1624.and adjusted by the National Geodetic Survey in December 1993..
 CX1624
 CX1624.The NAVD 88 height was computed by applying the VERTCON shift value to
 CX1624.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CX1624.The vertical order pertains to the NGVD 29 superseded value.
 CX1624
 CX1624.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1624
 CX1624.The geoid height was determined by GEOID03.
 CX1624
 CX1624;                    North         East     Units Scale Factor Converg.
 CX1624;SPC NM C     -   160,561.561   489,908.285   MT  0.99990126   -0 03 27.3
 CX1624;SPC NM C     -   526,775.72  1,607,307.43   sFT  0.99990126   -0 03 27.3
 CX1624;UTM  13      - 3,590,921.180   372,414.910   MT  0.99980073   -0 43 42.1
 CX1624
 CX1624!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1624!SPC NM C     -   0.99981338  x   0.99990126  =   0.99971466
 CX1624!UTM  13      -   0.99981338  x   0.99980073  =   0.99961415
 CX1624
 CX1624:                Primary Azimuth Mark                     Grid Az
 CX1624:SPC NM C     -  NAP                                      006 52 49.9
 CX1624:UTM  13      -  NAP                                      007 33 04.7
 CX1624
 CX1624|---------------------------------------------------------------------|
 CX1624| PID    Reference Object                     Distance      Geod. Az  |
 CX1624|                                                           dddmmss.s |
 CX1624| CX1623 NAP                                 APPROX. 2.0 KM 0064922.6 |
 CX1624| CC7423 FRANK RM 1                           10.709 METERS 01845     |
 CX1624| CC7424 FRANK RM 2                           12.341 METERS 11953     |
 CX1624| CX1630 SEUS 500 FOOT TOWER                 APPROX. 4.9 KM 1341910.3 |
 CX1624| CX1619 NAVY 500 FOOT TOWER                 APPROX. 5.2 KM 1661606.5 |
 CX1624| CX1584 WSPG NAVY WATER TANK                APPROX. 5.4 KM 1672100.0 |
 CX1624|---------------------------------------------------------------------|
 CX1624
 CX1624                          SUPERSEDED SURVEY CONTROL
 CX1624
 CX1624  NAD 83(1986)-  32 26 53.30562(N)    106 21 26.40289(W) AD(       ) 1
 CX1624  NAD 27      -  32 26 52.97503(N)    106 21 24.43233(W) AD(       ) 1
 CX1624  NGVD 29 (07/19/86) 1211.88   (m)         3976.0    (f) LEVELING    3  
 CX1624
 CX1624.Superseded values are not recommended for survey control.
 CX1624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1624.See file dsdata.txt to determine how the superseded data were derived.
 CX1624
 CX1624_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR7241590921(NAD 83)
 CX1624_MARKER: DS = TRIANGULATION STATION DISK
 CX1624_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX1624_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CX1624
 CX1624  HISTORY     - Date     Condition        Report By
 CX1624  HISTORY     - 1967     MONUMENTED       CGS
 CX1624
 CX1624                          STATION DESCRIPTION
 CX1624
 CX1624'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (JBJ)
 CX1624'THE STATION IS ABOUT 8-1/2 MILES EAST-NORTHEAST OF MISSILE RANGE
 CX1624'HEADQUARTERS, 2 MILES NORTHEAST OF THE INTERSECTION OF ROUTE 201
 CX1624'AND 202 AND 1/4 MILE NORTHWEST OF ROUTE 202.
 CX1624'
 CX1624'TO REACH THE STATION FROM THE HEADQUARTERS BUILDING, GO EAST ON ROUTE
 CX1624'2 FOR 2.0 MILES TO THE JUNCTION OF ROUTE 202 ON THE LEFT.  TURN LEFT
 CX1624'AND GO NORTHEAST ON ROUTE 202 FOR 4.5 MILES TO THE JUNCTION OF
 CX1624'ROUTE 201 ON THE LEFT.  CONTINUE NORTHEAST ON ROUTE 202 FOR 2.0
 CX1624'MILES TO A TRIANGLE BLAZED POWER POLE, NUMBER 43 ON THE RIGHT AND
 CX1624'A TRACK ROAD ON THE LEFT.  TURN LEFT AND GO NORTH-NORTHWEST ON THE
 CX1624'TRACK ROAD FOR 0.3 MILE TO THE STATION ON THE RIGHT.
 CX1624'
 CX1624'THE STATION MARK IS A STANDARD DISK, STAMPED FRANK 1967, SET IN THE
 CX1624'TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT PROJECTS 2
 CX1624'INCHES ABOVE THE GROUND.  IT IS 20.0 FEET NORTH OF THE CENTERLINE
 CX1624'OF THE TRACK ROAD AND 6.0 FEET SOUTH OF A WITNESS POST.  THE
 CX1624'UNDERGROUND MARK IS 42 INCHES BELOW THE GROUND SURFACE.
 CX1624'
 CX1624'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED FRANK NO 1 1967, SET IN
 CX1624'THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 CX1624'PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS 52.0 FEET NORTH OF THE
 CX1624'CENTERLINE OF THE TRACK ROAD, 29.3 FEET NORTH OF THE WITNESS POST
 CX1624'AND ABOUT THE SAME ELEVATION AS THE STATION.
 CX1624'
 CX1624'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED FRANK NO 2 1967, SET IN
 CX1624'THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 CX1624'PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS 47.6 FEET EAST OF THE
 CX1624'WITNESS POST, 43.0 FEET NORTHEAST OF THE CENTERLINE OF THE TRACK
 CX1624'ROAD AND ABOUT THE SAME ELEVATION AS THE STATION.
 CX1624'
 CX1624'TRIANGULATION STATION NAP WILL SERVE AS AN AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0898 ***********************************************************************
 DR0898  DESIGNATION -  FRAZOR
 DR0898  PID         -  DR0898
 DR0898  STATE/COUNTY-  NM/CHAVES
 DR0898  USGS QUAD   -  JUAN LAKE (1949)
 DR0898
 DR0898                         *CURRENT SURVEY CONTROL
 DR0898  ___________________________________________________________________
 DR0898* NAD 83(1992)-  33 10 58.29593(N)    104 44 00.51863(W)     ADJUSTED  
 DR0898* NAVD 88     -      1254.6    (meters)    4116.     (feet)  VERTCON   
 DR0898  ___________________________________________________________________
 DR0898  LAPLACE CORR-          -3.81  (seconds)                    DEFLEC99
 DR0898  GEOID HEIGHT-         -22.61  (meters)                     GEOID03
 DR0898
 DR0898  HORZ ORDER  -  SECOND
 DR0898
 DR0898.The horizontal coordinates were established by classical geodetic methods
 DR0898.and adjusted by the National Geodetic Survey in December 1993..
 DR0898
 DR0898.The NAVD 88 height was computed by applying the VERTCON shift value to
 DR0898.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DR0898
 DR0898.The Laplace correction was computed from DEFLEC99 derived deflections.
 DR0898
 DR0898.The geoid height was determined by GEOID03.
 DR0898
 DR0898;                    North         East     Units Scale Factor Converg.
 DR0898;SPC NM E     -   242,103.314   127,685.850   MT  0.99992625   -0 13 08.4
 DR0898;SPC NM E     -   794,300.62    418,915.99   sFT  0.99992625   -0 13 08.4
 DR0898;UTM  13      - 3,671,590.745   524,845.982   MT  0.99960761   +0 08 45.1
 DR0898
 DR0898!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR0898!SPC NM E     -   0.99980662  x   0.99992625  =   0.99973289
 DR0898!UTM  13      -   0.99980662  x   0.99960761  =   0.99941431
 DR0898
 DR0898|---------------------------------------------------------------------|
 DR0898| PID    Reference Object                     Distance      Geod. Az  |
 DR0898|                                                           dddmmss.s |
 DR0898| CJ6417 FRAZOR RM 1                          11.337 METERS 13423     |
 DR0898| DR0899 T13S R22E SECS 14 15 22 23           66.584 METERS 17147     |
 DR0898| CJ6418 FRAZOR RM 2                          13.289 METERS 18234     |
 DR0898| CJ6416 FRAZOR AZ MK                                       2382316.5 |
 DR0898|---------------------------------------------------------------------|
 DR0898
 DR0898                          SUPERSEDED SURVEY CONTROL
 DR0898
 DR0898  NAD 83(1986)-  33 10 58.30103(N)    104 44 00.51222(W) AD(       ) 2
 DR0898  NAD 27      -  33 10 57.93100(N)    104 43 58.60800(W) AD(       ) 2
 DR0898  NGVD 29 (12/31/91) 1254.0    (m)         4114.     (f) VERT ANG       
 DR0898
 DR0898.Superseded values are not recommended for survey control.
 DR0898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0898.See file dsdata.txt to determine how the superseded data were derived.
 DR0898
 DR0898_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES2484671591(NAD 83)
 DR0898_MARKER: DS = TRIANGULATION STATION DISK
 DR0898_SETTING: 66 = SET IN ROCK OUTCROP
 DR0898_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR0898
 DR0898  HISTORY     - Date     Condition        Report By
 DR0898  HISTORY     - 1943     MONUMENTED       CGS
 DR0898  HISTORY     - 1960     GOOD             USGS
 DR0898
 DR0898                          STATION DESCRIPTION
 DR0898
 DR0898'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (EHB)
 DR0898'STATION IS LOCATED ON THE HIGHEST POINT OF A BARE HILL ABOUT
 DR0898'20 MILES AIRLINE SW OF ROSWELL, AND ABOUT 1-1/2 MILES NE OF THE
 DR0898'FRAZOR RANCH BUILDINGS.
 DR0898'
 DR0898'STATION MARK IS A BRONZE STATION DISK WEDGED IN A DRILL HOLE IN
 DR0898'OUTCROPPING BEDROCK FLUSH WITH GROUND.  STAMPED FRAZOR 1943.
 DR0898'
 DR0898'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK WEDGED IN A DRILL
 DR0898'HOLE IN OUTCROPPING BEDROCK FLUSH WITH GROUND.  STAMPED FRAZOR
 DR0898'NO 1 1943.
 DR0898'
 DR0898'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK WEDGED IN A DRILL
 DR0898'HOLE IN OUTCROPPING BEDROCK FLUSH WITH GROUND.  STAMPED FRAZOR NO
 DR0898'2 1943.
 DR0898'
 DR0898'GLO SEC. COR. IS A GENERAL LAND OFFICE SECTION-CORNER TABLET
 DR0898'ON THE TOP OF AN IRON PIPE WHICH PROJECTS ABOUT 2-1/2 FEET
 DR0898'ABOVE GROUND T. 13 S., R. 22 E., SECS. 14, 15, 22, 23.
 DR0898'
 DR0898'AZIMUTH MARK IS ABOUT 1.3 MILES WSW OF THE STATION, ON THE TOP OF
 DR0898'A RIDGE.  IT IS ABOUT 30 FEET E OF TRACK ROAD AND ABOUT 10 FEET
 DR0898'E OF A ROCK CAIRN WITH A 2- BY 4-INCH MARKER POST IN ITS CENTER.
 DR0898'IT IS A BRONZE AZIMUTH DISK WEDGED IN A DRILL HOLE IN OUTCROPPING
 DR0898'BEDROCK FLUSH WITH GROUND.  STAMPED FRAZOR 1943.
 DR0898'
 DR0898'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 70 AND 285 ON MAIN
 DR0898'STREET IN ROSWELL, GO E ON HIGHWAY 285 FOR 1.0 MILE TO JUNCTION
 DR0898'AND CAUTION LIGHT, TURN RIGHT ON HIGHWAY 285 FOR 1 MILE TO ROAD
 DR0898'RIGHT, TURN RIGHT ACROSS RAILROAD TRACKS, THEN LEFT, S, FOR 3.2
 DR0898'MILES, THENCE LEFT 0.5 MILE TO T-ROAD RIGHT, TURN RIGHT AND GO
 DR0898'1 MILE TO CROSS ROADS.  KEEP STRAIGHT AHEAD AND FOLLOW
 DR0898'MAIN-TRAVELED ROAD S AND W 5.3 MILES TO A LEFT TURN JUST S OF THE
 DR0898'ARMY AIR BASE, TURN LEFT AND FOLLOW MAIN-TRAVELED ROAD
 DR0898'(STATE HIGHWAY 13) S 12.3 MILES TO ROAD RIGHT AND SIGN
 DR0898'LEMONS-FRAZOR RANCH.  TURN RIGHT AND FOLLOW TRACK ROAD W 2.4
 DR0898'MILES TO FORKS.  TAKE RIGHT FORK 1.7 MILES TO FORKS.  TAKE RIGHT
 DR0898'FORK 4.6 MILES TO A GATE JUST W OF BURNT WELLS RANCHHOUSE.
 DR0898'PASS THROUGH GATE AND TURN SHARP RIGHT ON TRACK ROAD AND GO N 2.8
 DR0898'MILES TO GATE BETWEEN THE HOUSE AND CORRALS AT THE FRAZOR
 DR0898'RANCH.  PASS THROUGH GATE AND FOLLOW TRACK ROAD RIGHT AROUND
 DR0898'THE BACK OF RANCH HOUSES 0.1 MILE.  TURN LEFT AND TAKE LEFT
 DR0898'FORK 0.55 MILE TO FORKS.  TAKE RIGHT FORK 0.5 MILE TO
 DR0898'AZIMUTH MARK, ABOUT 30 FEET E OF ROAD.  CONTINUE
 DR0898'STRAIGHT AHEAD ON TRACK ROAD 0.15 MILE TO FORKS.  TAKE LEFT FORK
 DR0898'0.1 MILE TO FORKS.  THENCE RIGHT FORK 0.4 MILE TO GATE IN E-W
 DR0898'FENCE.  PASS THROUGH GATE AND TURN RIGHT ON TRACK ROAD ALONG N
 DR0898'SIDE OF FENCE FOR 0.9 MILE TO TOP OF HILL AND STATION ON HIGHEST
 DR0898'POINT, ABOUT 218 FEET N OF FENCE.
 DR0898'
 DR0898'A 4-FOOT WOOD STAND WAS USED FOR OBSERVATIONS.
 DR0898'
 DR0898'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 DR0898
 DR0898                          STATION RECOVERY (1960)
 DR0898
 DR0898'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 DR0898'RECOVERED BY USGS IN 1960 AS DESCRIBED.  STATION AND REFERENCE MAKRS
 DR0898'FOUND IN GOOD CONDITION.
 DR0898'
 DR0898'STATION MARK--STANDARD USC AND GS DISK CEMENTED IN BEDROCK FLUSH WITH
 DR0898'THE GROUND, STAMPED---FRAZOR 1943---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1627 ***********************************************************************
 CX1627  DESIGNATION -  FRED
 CX1627  PID         -  CX1627
 CX1627  STATE/COUNTY-  NM/OTERO
 CX1627  USGS QUAD   -  WHITE SANDS NE (1955)
 CX1627
 CX1627                         *CURRENT SURVEY CONTROL
 CX1627  ___________________________________________________________________
 CX1627* NAD 83(1992)-  32 24 06.76949(N)    106 21 49.55514(W)     ADJUSTED  
 CX1627* NAVD 88     -      1221.82   (+/-2cm)    4008.6    (feet)  VERTCON   
 CX1627  ___________________________________________________________________
 CX1627  LAPLACE CORR-           0.92  (seconds)                    DEFLEC99
 CX1627  GEOID HEIGHT-         -23.73  (meters)                     GEOID03
 CX1627
 CX1627  HORZ ORDER  -  FIRST
 CX1627  VERT ORDER  -  THIRD ? (See Below)
 CX1627
 CX1627.The horizontal coordinates were established by classical geodetic methods
 CX1627.and adjusted by the National Geodetic Survey in December 1993..
 CX1627
 CX1627.The NAVD 88 height was computed by applying the VERTCON shift value to
 CX1627.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CX1627.The vertical order pertains to the NGVD 29 superseded value.
 CX1627
 CX1627.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1627
 CX1627.The geoid height was determined by GEOID03.
 CX1627
 CX1627;                    North         East     Units Scale Factor Converg.
 CX1627;SPC NM C     -   155,432.913   489,298.179   MT  0.99990141   -0 03 39.5
 CX1627;SPC NM C     -   509,949.48  1,605,305.78   sFT  0.99990141   -0 03 39.5
 CX1627;UTM  13      - 3,585,800.531   371,744.909   MT  0.99980285   -0 43 51.2
 CX1627
 CX1627!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1627!SPC NM C     -   0.99981192  x   0.99990141  =   0.99971335
 CX1627!UTM  13      -   0.99981192  x   0.99980285  =   0.99961481
 CX1627
 CX1627:                Primary Azimuth Mark                     Grid Az
 CX1627:SPC NM C     -  FLAT TOP                                 081 34 24.6
 CX1627:UTM  13      -  FLAT TOP                                 082 14 36.3
 CX1627
 CX1627|---------------------------------------------------------------------|
 CX1627| PID    Reference Object                     Distance      Geod. Az  |
 CX1627|                                                           dddmmss.s |
 CX1627| CX1621 FLAT TOP                            APPROX. 1.7 KM 0813045.1 |
 CX1627|---------------------------------------------------------------------|
 CX1627
 CX1627                          SUPERSEDED SURVEY CONTROL
 CX1627
 CX1627  NAD 83(1986)-  32 24 06.77555(N)    106 21 49.55391(W) AD(       ) 1
 CX1627  NAD 27      -  32 24 06.43799(N)    106 21 47.58682(W) AD(       ) 1
 CX1627  NGVD 29 (07/19/86) 1221.22   (m)         4006.6    (f) LEVELING    3  
 CX1627
 CX1627.Superseded values are not recommended for survey control.
 CX1627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1627.See file dsdata.txt to determine how the superseded data were derived.
 CX1627
 CX1627_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR7174585801(NAD 83)
 CX1627_MARKER: DS = TRIANGULATION STATION DISK
 CX1627_SETTING: 0 = UNSPECIFIED SETTING
 CX1627_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX1627
 CX1627  HISTORY     - Date     Condition        Report By
 CX1627  HISTORY     - 1968     MONUMENTED       CGS
 CX1627
 CX1627                          STATION DESCRIPTION
 CX1627
 CX1627'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JCC)
 CX1627'STATION IS LOCATED ABOUT 7.5 MILES EAST OF WHITE SANDS MISSILE RANGE
 CX1627'HEADQUARTERS AND ABOUT 0.1 MILE NORTH OF WSMR ROUTE NO. 2 ON THE
 CX1627'ROOF OF BUILDING NO. 23000.
 CX1627'
 CX1627'TO REACH THE STATION FROM WHITE SANDS MISSILE RANGE HEADQUARTERS GO
 CX1627'EAST ON WSMR ROUTE NO 2 FOR 7.65 MILES TO A PAVED ROAD LEFT.  TURN
 CX1627'LEFT AND GO NORTH ON A PAVED ROAD 0.1 MILE TO BUILDING NO 23000
 CX1627'WHICH IS FENCED IN AND GATES ARE LOCKED.  ATMOSPHERICS LAB. WILL
 CX1627'FURNISH A KEY TO ANY PERSONNEL THAT HAS A NEED OF VISITING THE
 CX1627'STATION.
 CX1627'
 CX1627'STATION MARK, A STANDARD DISK STAMPED FRED 1965, IS SET IN A DRILL
 CX1627'HOLE IN THE CONCRETE ROOF OF BUILDING NO 23000.  IT IS 10 FEET EAST
 CX1627'SOUTHEAST OF THE NORTHWEST CORNER OF THE ROOF, 9 FEET EAST OF THE
 CX1627'WEST EDGE OF THE ROOF AND 5 FEET SOUTH OF THE NORTH EDGE OF THE
 CX1627'ROOF.
 CX1627'
 CX1627'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0750 ***********************************************************************
 GM0750  DESIGNATION -  FRENCH RESET
 GM0750  PID         -  GM0750
 GM0750  STATE/COUNTY-  NM/COLFAX
 GM0750  USGS QUAD   -  COLFAX (1971)
 GM0750
 GM0750                         *CURRENT SURVEY CONTROL
 GM0750  ___________________________________________________________________
 GM0750* NAD 83(1992)-  36 30 32.39876(N)    104 44 17.28347(W)     ADJUSTED  
 GM0750* NAVD 88     -      1958.7    (meters)    6426.     (feet)  VERTCON   
 GM0750  ___________________________________________________________________
 GM0750  LAPLACE CORR-          -5.22  (seconds)                    DEFLEC99
 GM0750  GEOID HEIGHT-         -18.43  (meters)                     GEOID03
 GM0750
 GM0750  HORZ ORDER  -  FIRST
 GM0750
 GM0750.The horizontal coordinates were established by classical geodetic methods
 GM0750.and adjusted by the National Geodetic Survey in December 1993..
 GM0750
 GM0750.The NAVD 88 height was computed by applying the VERTCON shift value to
 GM0750.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GM0750
 GM0750.The Laplace correction was computed from DEFLEC99 derived deflections.
 GM0750
 GM0750.The geoid height was determined by GEOID03.
 GM0750
 GM0750;                    North         East     Units Scale Factor Converg.
 GM0750;SPC NM E     -   611,069.502   128,740.841   MT  0.99992528   -0 14 27.0
 GM0750;SPC NM E     - 2,004,817.19    422,377.24   sFT  0.99992528   -0 14 27.0
 GM0750;UTM  13      - 4,040,438.241   523,448.762   MT  0.99960677   +0 09 20.9
 GM0750
 GM0750!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GM0750!SPC NM E     -   0.99969559  x   0.99992528  =   0.99962089
 GM0750!UTM  13      -   0.99969559  x   0.99960677  =   0.99930248
 GM0750
 GM0750:                Primary Azimuth Mark                     Grid Az
 GM0750:SPC NM E     -  EL PASO PUEBLO AIRWAY BCN 41             063 27 38.9
 GM0750:UTM  13      -  EL PASO PUEBLO AIRWAY BCN 41             063 03 51.0
 GM0750
 GM0750|---------------------------------------------------------------------|
 GM0750| PID    Reference Object                     Distance      Geod. Az  |
 GM0750|                                                           dddmmss.s |
 GM0750| GM0741 EL PASO PUEBLO AIRWAY BCN 41        APPROX.11.5 KM 0631311.9 |
 GM0750| GM0726 SPRINGER                            APPROX.10.1 KM 2321221.0 |
 GM0750| CM8131 FRENCH AZ MK                                       2410647.9 |
 GM0750| CM8132 FRENCH RM 1                           9.574 METERS 26457     |
 GM0750| CM8133 FRENCH RM 2                           4.913 METERS 33238     |
 GM0750|---------------------------------------------------------------------|
 GM0750
 GM0750                          SUPERSEDED SURVEY CONTROL
 GM0750
 GM0750  NAD 83(1986)-  36 30 32.40558(N)    104 44 17.28465(W) AD(       ) 1
 GM0750  NAD 27      -  36 30 32.27520(N)    104 44 15.30120(W) AD(       ) 1
 GM0750  NGVD 29 (07/19/86) 1957.8    (m)         6423.     (f) VERT ANG       
 GM0750
 GM0750.Superseded values are not recommended for survey control.
 GM0750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0750.See file dsdata.txt to determine how the superseded data were derived.
 GM0750
 GM0750_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEA2344940438(NAD 83)
 GM0750_MARKER: DS = TRIANGULATION STATION DISK
 GM0750_SETTING: 66 = SET IN ROCK OUTCROP
 GM0750
 GM0750  HISTORY     - Date     Condition        Report By
 GM0750  HISTORY     - 1949     MONUMENTED       CGS
 GM0750  HISTORY     - 1954     GOOD             USGS
 GM0750  HISTORY     - 1974     GOOD             NGS
 GM0750
 GM0750                          STATION DESCRIPTION
 GM0750
 GM0750'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (DHK)
 GM0750'THE STATION IS LOCATED ABOUT 6.0 MILES AIR LINE SOUTH OF THE
 GM0750'SMALL TOWN OF COLFAX, ABOUT 3.0 MILES AIR LINE SOUTHWEST
 GM0750'OF U.S. HIGHWAY 64 AND ABOUT 3.0 MILES AIR LINE SOUTHWEST OF THE
 GM0750'VERMEJO RIVER.  THE STATION IS LOCATED AT THE EXTREME EASTERN
 GM0750'END OF THE HIGHEST AND MOST NORTHERN OF THREE PROMINENT BUTTES
 GM0750'KNOWN LOCALLY AS CEDAR BUTTES.  THE STATION MARK IS SET IN
 GM0750'APPROXIMATELY THE SAME LOCATION AS FRENCH USGS.  THE STATION
 GM0750'MARK IS SET 4 INCHES BELOW THE SURFACE OF THE SURROUNDING
 GM0750'EARTH, 6 FEET EAST-SOUTHEAST OF A WHITE WITNESS POST AND IS
 GM0750'STAMPED, FRENCH 1949.
 GM0750'
 GM0750'REFERENCE MARK NO. 1 IS A BRONZE DISK WELDED TO THE TOP OF
 GM0750'A 2 INCH SOIL PIPE PROJECTING 6 INCHES.  THE MARK IS SET AT
 GM0750'APPROXIMATELY THE SAME ELEVATION AS THE STATION AND IS STAMPED,
 GM0750'FRENCH NO 1 1949.
 GM0750'
 GM0750'REFERENCE MARK NO. 2 IS A BRONZE DISK WELDED TO THE TOP OF A
 GM0750'2 INCH SOIL PIPE PROJECTING 5 INCHES.  THE MARK IS SET AT
 GM0750'APPROXIMATELY THE SAME ELEVATION AS THE STATION AND IS STAMPED,
 GM0750'FRENCH NO 2 1949.
 GM0750'
 GM0750'THE AZIMUTH MARK IS SET IN AN OPEN AREA LYING BETWEEN THE STATION
 GM0750'BUTTE AND THE MOST WESTERN OF THREE BUTTES.  THE MARK IS SET
 GM0750'12 FEET SOUTH OF A WHITE WITNESS POST, PROJECTS 10 INCHES
 GM0750'AND IS STAMPED, FRENCH 1949.
 GM0750'
 GM0750'TO REACH THE STATION FROM COLFAX, GO WEST ON U.S. HIGHWAY 64
 GM0750'FOR 4.9 MILES TO A SIDE ROAD LEFT AT A CATTLE GUARD.  TURN
 GM0750'LEFT OFF THE HIGHWAY AND FOLLOW A TRACK ROAD FOR 0.6 MILE TO
 GM0750'FORK.  KEEP THE RIGHT FORK AND GO 0.1 MILE TO A GATE.  PASS
 GM0750'THROUGH THE GATE AND FOLLOW THE MAIN TRACK ROAD SOUTHERLY
 GM0750'FOR 2.75 MILES TO AN OLD WOODEN BRIDGE.  CROSS THE BRIDGE AND
 GM0750'CONTINUE SOUTHERLY FOR 0.45 MILE TO A T-INTERSECTION ON THE
 GM0750'LEFT.  TURN LEFT AND GO 0.3 MILE TO A POINT OPPOSITE THE
 GM0750'CONCRETE DAM.  TURN LEFT UP A DIM ROAD ALONG THE SOUTH SIDE OF
 GM0750'THE DAM FOR 1.0 MILE TO A WIRE GATE.  PASS THROUGH THE GATE
 GM0750'AND GO CROSS-COUNTRY FOR 1.3 MILES TO THE NORTHEAST AND
 GM0750'THE AZIMUTH MARK AS DESCRIBED ABOVE.  CONTINUE NORTHEAST
 GM0750'CROSS-COUNTRY TO THE BASE OF THE BUTTE WHICH IS ABOUT 0.4
 GM0750'MILE.  FROM HERE A FOUR WHEEL DRIVE VEHICLE IS NEEDED TO
 GM0750'GET ON TOP OF AND TO DRIVE TO THE STATION.  A DRIVE
 GM0750'STATION.
 GM0750
 GM0750                          STATION RECOVERY (1954)
 GM0750
 GM0750'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954 (KSM)
 GM0750'NGS STATES IN THEIR DESCRIPTION THAT --FRENCH 1949-- SET IN SAME
 GM0750'LOCATION AS ORIGINAL USGS STATION --FRENCH--.
 GM0750'
 GM0750'STATION MARK--STANDARD USC AND GS DISK, STAMPED ---FRENCH 1949---,
 GM0750'SET IN DRILL HOLE IN OUTCROPPING BEDROCK, 4 IN. BELOW GROUND SURFACE.
 GM0750
 GM0750                          STATION RECOVERY (1974)
 GM0750
 GM0750'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CWW)
 GM0750'STATION AND REFERENCE MARKS FOUND IN GOOD CONDITION.  AZIMUTH
 GM0750'MARK SEARCHED FOR AND NOT RECOVERED.
 GM0750'
 GM0750'A NEW REACH DESCRIPTION IS AS FOLLOWS--
 GM0750'
 GM0750'FROM THE INTERSECTION OF STATE ROAD 64 AND STATE ROAD 58 AT
 GM0750'THE EAST EDGE OF CIMARRON, NEW MEXICO GO EAST-SOUTHEAST ON
 GM0750'STATE ROAD 58 9.0 MILES TO A VERMEJO PARK CORPORATION GATE
 GM0750'ON THE LEFT.  GO THROUGH THE GATE AND PROCEED ALONG A TRAIL
 GM0750'ROAD 0.6 MILES ALONG AN IRRIGATION CANAL TO A SHALLOW AREA.
 GM0750'CROSS THE CANAL AND GO CROSS COUNTRY 0.4 MILES NORTH-NORTHEAST
 GM0750'TO A SMALL CATTLE PEN AND A WIRE GATE.  GO THROUGH THE GATE
 GM0750'ON A DIRT ROAD AROUND THE PEN AND GO 0.1 MILES NORTH TO A
 GM0750'WOODEN GATE.  GO THROUGH THE GATE AND FOLLOW A DIM TRACK ROAD
 GM0750'1.55 MILES TO THE BUTTE ON THE LEFT.  LEAVE THE ROAD AND
 GM0750'GO CROSS COUNTRY 0.5 MILES TO THE TOP OF THE BUTTE AND THE
 GM0750'STATION ON THE FAR EAST EDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS1444 ***********************************************************************
 DS1444  DESIGNATION -  FRENCHMAN
 DS1444  PID         -  DS1444
 DS1444  STATE/COUNTY-  NM/SOCORRO
 DS1444  USGS QUAD   -  OAK PEAK (1965)
 DS1444
 DS1444                         *CURRENT SURVEY CONTROL
 DS1444  ___________________________________________________________________
 DS1444* NAD 83(1992)-  33 50 32.07334(N)    107 42 12.89278(W)     ADJUSTED  
 DS1444* NAVD 88     -      2197.8    (meters)    7211.     (feet)  VERTCON   
 DS1444  ___________________________________________________________________
 DS1444  LAPLACE CORR-           1.21  (seconds)                    DEFLEC99
 DS1444  GEOID HEIGHT-         -21.86  (meters)                     GEOID03
 DS1444
 DS1444  HORZ ORDER  -  SECOND
 DS1444
 DS1444.The horizontal coordinates were established by classical geodetic methods
 DS1444.and adjusted by the National Geodetic Survey in December 1993..
 DS1444
 DS1444.The NAVD 88 height was computed by applying the VERTCON shift value to
 DS1444.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DS1444
 DS1444.The Laplace correction was computed from DEFLEC99 derived deflections.
 DS1444
 DS1444.The geoid height was determined by GEOID03.
 DS1444
 DS1444;                    North         East     Units Scale Factor Converg.
 DS1444;SPC NM C     -   316,107.472   365,471.390   MT  1.00012304   -0 48 34.7
 DS1444;SPC NM C     - 1,037,095.93  1,199,050.72   sFT  1.00012304   -0 48 34.7
 DS1444;SPC NM W     -   315,169.822   842,008.229   MT  0.99991844   +0 04 20.1
 DS1444;SPC NM W     - 1,034,019.66  2,762,488.66   sFT  0.99991844   +0 04 20.1
 DS1444;UTM  13      - 3,747,952.832   249,834.001   MT  1.00037158   -1 30 23.1
 DS1444
 DS1444!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS1444!SPC NM C     -   0.99965853  x   1.00012304  =   0.99978153
 DS1444!SPC NM W     -   0.99965853  x   0.99991844  =   0.99957700
 DS1444!UTM  13      -   0.99965853  x   1.00037158  =   1.00002998
 DS1444
 DS1444:                Primary Azimuth Mark                     Grid Az
 DS1444:SPC NM C     -  G 212                                    168 04 09.5
 DS1444:SPC NM W     -  G 212                                    167 11 14.7
 DS1444:UTM  13      -  G 212                                    168 45 57.9
 DS1444
 DS1444|---------------------------------------------------------------------|
 DS1444| PID    Reference Object                     Distance      Geod. Az  |
 DS1444|                                                           dddmmss.s |
 DS1444| DS0940 G 212                                              1671534.8 |
 DS1444| DS0939 J 212                                74.950 METERS 19447     |
 DS1444| CD2918 FRENCHMAN RM 2                        9.067 METERS 29803     |
 DS1444|---------------------------------------------------------------------|
 DS1444
 DS1444                          SUPERSEDED SURVEY CONTROL
 DS1444
 DS1444  NAD 83(1986)-  33 50 32.07757(N)    107 42 12.89632(W) AD(       ) 2
 DS1444  NAD 27      -  33 50 31.86019(N)    107 42 10.74650(W) AD(       ) 2
 DS1444  NGVD 29 (07/19/86) 2196.8    (m)         7207.     (f) VERT ANG       
 DS1444
 DS1444.Superseded values are not recommended for survey control.
 DS1444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS1444.See file dsdata.txt to determine how the superseded data were derived.
 DS1444
 DS1444_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBT4983447953(NAD 83)
 DS1444_MARKER: DS = TRIANGULATION STATION DISK
 DS1444_SETTING: 0 = UNSPECIFIED SETTING
 DS1444
 DS1444  HISTORY     - Date     Condition        Report By
 DS1444  HISTORY     - 1945     MONUMENTED       CGS
 DS1444  HISTORY     - 1964     GOOD             CGS
 DS1444
 DS1444                          STATION DESCRIPTION
 DS1444
 DS1444'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (RAM)
 DS1444'STATION IS LOCATED ABOUT 32 MILES, AIR LINE, SW OF MAGDALENA,
 DS1444'16 MILES S OF AUGUSTINE, AND 1 MILE SE OF THE OLD FRENCHMAN WELL.
 DS1444'
 DS1444'TO REACH THE STATION FROM THE POST OFFICE IN MAGDALENA, GO
 DS1444'S TO U.S. HIGHWAY 60.  TURN RIGHT (W) AND GO 21.5 MILES ON
 DS1444'HIGHWAY 60 TO A SIGN ON THE LEFT (S) WINSTON 59 AND A ROAD
 DS1444'LEADING S.  TURN LEFT AND FOLLOW THE MAIN ROAD FOR 16.7 MILES
 DS1444'TO A FORK.  CONTINUE STRAIGHT AHEAD ON THE LEFT FORK (MAIN
 DS1444'ROAD) FOR 1.2 MILES TO STATION ON THE LEFT (E).
 DS1444'
 DS1444'STATION IS LOCATED 90 FEET E OF THE CENTER OF THE GRADED ROAD
 DS1444'AND 8-3/4 FEET NNW OF A 4-INCH SQUARE WHITE WITNESS POST.
 DS1444'IT IS MARKED BY A BRONZE STATION DISK STAMPED FRENCHMAN 1945
 DS1444'AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 6 INCHES
 DS1444'ABOVE THE GROUND.  AN UNDERGROUND MARK WAS SET IN CONCRETE
 DS1444'24 INCHES BELOW THE SURFACE OF THE GROUND.
 DS1444'
 DS1444'B.M. J 122 IS LOCATED SSW OF THE STATION AND ABOUT 13 FEET
 DS1444'LOWER.  IT IS MARKED BY A BRONZE BENCH-MARK DISK STAMPED J 122
 DS1444'1934 AND SET IN THE TOP OF A SQUARE CONCRETE POST WHICH
 DS1444'PROJECTS 9 INCHES ABOVE THE GROUND.  THIS MARK IS 26 FEET W OF
 DS1444'THE CENTER OF THE GRADED ROAD.
 DS1444'
 DS1444'REFERENCE MARK 2 IS WNW OF THE STATION AND AT ABOUT THE
 DS1444'SAME LEVEL.  IT IS 67 FEET E OF THE CENTER OF THE GRADED
 DS1444'ROAD.  IT IS MARKED BY A BRONZE REFERENCE DISK STAMPED FRENCHMAN
 DS1444'NO 2 1945 AND SET IN THE TOP OF A SQUARE CONCRETE POST WHICH
 DS1444'PROJECTS 8 INCHES ABOVE THE GROUND.
 DS1444'
 DS1444'AZIMUTH MARK IS 0.8 MILE S OF THE STATION, 35 FEET E OF THE
 DS1444'CENTER OF THE GRADED ROAD WHICH PASSES TO THE W OF THE STATION,
 DS1444'AND 3-1/2 FEET S OF A 4-INCH SQUARE WHITE WITNESS POST.  IT IS
 DS1444'MARKED BY A BRONZE BENCH-MARK DISK STAMPED G 212 1941 AND SET
 DS1444'IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 7 INCHES
 DS1444'ABOVE THE GROUND.
 DS1444
 DS1444                          STATION RECOVERY (1964)
 DS1444
 DS1444'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (GCR)
 DS1444'THE STATION AND REFERENCE 2 AND BENCH MARK J122 WERE RECOVERED
 DS1444'AND FOUND IN GOOD CONDITION.  THE AZIMUTH MARK HAS BEEN DESTROYED.
 DS1444'
 DS1444'TO REACH THE STATION FROM THE POST OFFICE IN MAGDALENA, GO
 DS1444'1/2 BLOCK NORTH TO THE JUNCTION WITH U.S. HIGHWAY 60, GO WESTERLY
 DS1444'ON HIGHWAY 60 FOR 20.5 MILES TO THE JUNCTION WITH STATE HIGHWAY
 DS1444'78.  TURN LEFT SOUTH ON STATE HIGHWAY 78 FOR 22.0 MILES
 DS1444'TO THE JUNCTION OF STATE HIGHWAY 78 AND 52, GO SOUTHERLY
 DS1444'ON STATE HIGHWAY FOR 1.35 MILES TO THE STATION ON THE EAST
 DS1444'SIDE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1712 ***********************************************************************
 FO1712  DESIGNATION -  FRIJOLES
 FO1712  PID         -  FO1712
 FO1712  STATE/COUNTY-  NM/LOS ALAMOS
 FO1712  USGS QUAD   -  FRIJOLES (1984)
 FO1712
 FO1712                         *CURRENT SURVEY CONTROL
 FO1712  ___________________________________________________________________
 FO1712* NAD 83(1992)-  35 49 26.44743(N)    106 21 49.40999(W)     ADJUSTED  
 FO1712* NAVD 88     -      2331.     (meters)    7648.     (feet)  SCALED    
 FO1712  ___________________________________________________________________
 FO1712  LAPLACE CORR-          -6.87  (seconds)                    DEFLEC99
 FO1712  GEOID HEIGHT-         -19.22  (meters)                     GEOID03
 FO1712
 FO1712  HORZ ORDER  -  THIRD
 FO1712
 FO1712.The horizontal coordinates were established by classical geodetic methods
 FO1712.and adjusted by the National Geodetic Survey in December 1993..
 FO1712
 FO1712.The orthometric height was scaled from a topographic map.
 FO1712
 FO1712.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1712
 FO1712.The geoid height was determined by GEOID03.
 FO1712
 FO1712;                    North         East     Units Scale Factor Converg.
 FO1712;SPC NM C     -   534,993.776   489,724.427   MT  0.99990130   -0 03 59.6
 FO1712;SPC NM C     - 1,755,225.41  1,606,704.22   sFT  0.99990130   -0 03 59.6
 FO1712;UTM  13      - 3,965,287.369   376,814.514   MT  0.99978699   -0 47 53.8
 FO1712
 FO1712!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1712!SPC NM C     -   0.99963727  x   0.99990130  =   0.99953861
 FO1712!UTM  13      -   0.99963727  x   0.99978699  =   0.99942434
 FO1712
 FO1712                          SUPERSEDED SURVEY CONTROL
 FO1712
 FO1712  NAD 83(1992)-  35 49 26.45656(N)    106 21 49.40141(W) AD(       ) 3
 FO1712
 FO1712.Superseded values are not recommended for survey control.
 FO1712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1712.See file dsdata.txt to determine how the superseded data were derived.
 FO1712
 FO1712_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV7681565287(NAD 83)
 FO1712_MARKER: DS = TRIANGULATION STATION DISK
 FO1712_SETTING: 66 = SET IN ROCK OUTCROP
 FO1712_SP_SET: SET IN ROCK OUTCROP
 FO1712_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FO1712+STABILITY: POSITION/ELEVATION WELL
 FO1712
 FO1712  HISTORY     - Date     Condition        Report By
 FO1712  HISTORY     - 1936     MONUMENTED       USGS
 FO1712
 FO1712                          STATION DESCRIPTION
 FO1712
 FO1712'DESCRIBED BY US GEOLOGICAL SURVEY 1936
 FO1712'ABOUT 5 MI. SW. OF LOS ALAMOS RANCH AND OTOWI POST OFFICE AND ABOUT
 FO1712'5 MI. NW. OF FRIJOLES RANGER STATION HOTEL AND RUINS, ABOUT 0.75 MI.
 FO1712'W. OF N. OF THE POINT WHERE A USFS TRAIL CROSSES FRIJOLES CREEK AT
 FO1712'THE SO CALLED --UPPER CROSSING--, ABOUT 0.25 MI. W. OF THE G.L.O.
 FO1712'CORNER --ANGLE POINT 3-- ON THE W. BOUNDARY OF THE RAMON VIGIL GRANT.
 FO1712'ON THE SUMMIT OF RIM ROCK THAT BREAKS OFF TO THE SE.  STATION IS
 FO1712'REACHED FROM THE HIGHWAY BRIDGE ACROSS THE RIO GRANDE AT OTOWI
 FO1712'SWITCH BY FOLLOWING STATE HIGHWAY 6 MI., TURN LEFT 90 DEGREES ONTO
 FO1712'OLD RD., THENCE AT 0.6 MI. TURN RIGHT 0.3 MI. AND STOP.
 FO1712'
 FO1712'STATION RECOVERED IN GOOD CONDITION BY USGS IN 1948.  REFERENCE MARKS
 FO1712'SET AT THIS TIME.
 FO1712'
 FO1712'STATION MARK--STANDARD TABLET CEMENTED IN OUTCROPPING ROCK ABOUT 6 FT.
 FO1712'ABOVE GROUND LEVEL, STAMPED---FRIJOLES D 1936---.
 FO1712'
 FO1712'REFERENCE MARK NO. 1--A CHISELED ARROW WITH A PLUS IN SHAFT, 42.90
 FO1712'FT.
 FO1712'
 FO1712'REFERENCE MARK NO. 2--A CHISELED ARROW WITH A PLUS IN SHAFT, 19.95
 FO1712'FT. FROM STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0689 ***********************************************************************
 EO0689  DESIGNATION -  FRIO
 EO0689  PID         -  EO0689
 EO0689  STATE/COUNTY-  NM/QUAY
 EO0689  USGS QUAD   -  RAGLAND (1987)
 EO0689
 EO0689                         *CURRENT SURVEY CONTROL
 EO0689  ___________________________________________________________________
 EO0689* NAD 83(1992)-  34 51 27.19486(N)    103 39 08.04865(W)     ADJUSTED  
 EO0689* NAVD 88     -      1509.3    (meters)    4952.     (feet)  VERTCON   
 EO0689  ___________________________________________________________________
 EO0689  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 EO0689  GEOID HEIGHT-         -23.44  (meters)                     GEOID03
 EO0689
 EO0689  HORZ ORDER  -  SECOND
 EO0689
 EO0689.The horizontal coordinates were established by classical geodetic methods
 EO0689.and adjusted by the National Geodetic Survey in December 1993..
 EO0689
 EO0689.The NAVD 88 height was computed by applying the VERTCON shift value to
 EO0689.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EO0689
 EO0689.The Laplace correction was computed from DEFLEC99 derived deflections.
 EO0689
 EO0689.The geoid height was determined by GEOID03.
 EO0689
 EO0689;                    North         East     Units Scale Factor Converg.
 EO0689;SPC NM E     -   427,988.414   227,278.561   MT  0.99995688   +0 23 21.4
 EO0689;SPC NM E     - 1,404,158.65    745,663.08   sFT  0.99995688   +0 23 21.4
 EO0689;UTM  13      - 3,858,074.817   623,202.443   MT  0.99978708   +0 46 13.4
 EO0689
 EO0689!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EO0689!SPC NM E     -   0.99976682  x   0.99995688  =   0.99972371
 EO0689!UTM  13      -   0.99976682  x   0.99978708  =   0.99955395
 EO0689
 EO0689|---------------------------------------------------------------------|
 EO0689| PID    Reference Object                     Distance      Geod. Az  |
 EO0689|                                                           dddmmss.s |
 EO0689| CJ6420 FRIO RM 1                            19.855 METERS 07546     |
 EO0689| CJ6421 FRIO RM 2                            15.170 METERS 16402     |
 EO0689| CJ6419 FRIO AZ MK                                         1853731.3 |
 EO0689|---------------------------------------------------------------------|
 EO0689
 EO0689                          SUPERSEDED SURVEY CONTROL
 EO0689
 EO0689  NAD 83(1986)-  34 51 27.19795(N)    103 39 08.03846(W) AD(       ) 2
 EO0689  NAD 27      -  34 51 26.96400(N)    103 39 06.18000(W) AD(       ) 2
 EO0689  NGVD 29 (07/19/86) 1508.6    (m)         4949.     (f) VERT ANG       
 EO0689
 EO0689.Superseded values are not recommended for survey control.
 EO0689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0689.See file dsdata.txt to determine how the superseded data were derived.
 EO0689
 EO0689_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFU2320258075(NAD 83)
 EO0689_MARKER: DS = TRIANGULATION STATION DISK
 EO0689_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EO0689
 EO0689  HISTORY     - Date     Condition        Report By
 EO0689  HISTORY     - 1935     MONUMENTED       CGS
 EO0689  HISTORY     - 1963     GOOD             CGS
 EO0689  HISTORY     - 1970     GOOD             USGS
 EO0689
 EO0689                          STATION DESCRIPTION
 EO0689
 EO0689'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 EO0689'ABOUT 4 MILES NORTHWEST OF THE FORREST POST OFFICE, ON THE
 EO0689'EDGE OF THE BREAKS OVERLOOKING THE TUCUMCARI VALLEY, ON THE
 EO0689'HIGHEST POINT IN THE VICINITY, ABOUT 1/4 MILE SOUTHEAST OF THE
 EO0689'CLIFFS WHICH DROP SEVERAL HUNDRED FEET INTO THE VALLEY, AND
 EO0689'0.2 MILE NORTH OF A SECTION-LINE FENCE.  THE SLOPES OF THE
 EO0689'BREAKS ARE COVERED WITH SCRUB PINE AND CEDAR.  TO REACH FROM
 EO0689'FORREST POST OFFICE, GO NORTH 2.0 MILES TO STATE HIGHWAY 18.
 EO0689'TURN WEST AND GO 3.0 MILES, TURN OFF HIGHWAY AND GO NORTH ON
 EO0689'SECTION-LINE ROAD 1.0 MILE, WHERE THE GRADED ROAD TURNS EAST.
 EO0689'CONTINUE STRAIGHT AHEAD (NORTH) ON A TRAIL 1.1 MILES ALONG
 EO0689'THE WEST SIDE OF A FENCE, LEAVE THE FENCE AND CONTINUE
 EO0689'NORTH-NORTHWESTERLY ON TRAIL DOWN THE SLOPE 0.2 MILE, PASS
 EO0689'THROUGH A GATE JUST NORTH OF THE CLIFFS, TURN RIGHT ALONG
 EO0689'THE NORTH SIDE OF THE FENCE, AND FOLLOW TRAIL 0.2 MILE TO
 EO0689'TOP OF HILL, LEAVE TRAIL AND GO NORTH ACROSS COUNTRY ALONG
 EO0689'THE TOP OF RIDGE 0.2 MILE TO STATION SITE.  THE STATION,
 EO0689'UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 EO0689'DISKS SET IN CONCRETE.
 EO0689'REFERENCE MARK NO. 1 IS 65.14 FEET FROM STATION
 EO0689'N 75 DEG 46 MIN E, AND NO. 2 IS 49.77 FEET FROM STATION
 EO0689'S 15 DEG 58 MIN E.  THE AZIMUTH MARK IS 5-1/2 FEET
 EO0689'NORTH OF A HALF-SECTION-LINE FENCE CORNER POST, 1-1/2 FEET
 EO0689'WEST OF A SECTION-LINE FENCE, AND APPROXIMATELY 1.2
 EO0689'MILES FROM STATION S 05 DEG 38 MIN W.
 EO0689
 EO0689                          STATION RECOVERY (1963)
 EO0689
 EO0689'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CKP)
 EO0689'ALL MARKS WERE FOUND IN GOOD CONDITION EXCEPT THE AZIMUTH MARK.
 EO0689'THE TOP-NORTH EDGE OF THE MONUMENT HAS BEEN CHIPPED OFF, BUT
 EO0689'THE DISK IS STILL SOLID.  A NEW DESCRIPTION TO REACH THE
 EO0689'STATION FOLLOWS--
 EO0689'
 EO0689'TO REACH FROM THE FORREST SCHOOL IN FORREST, GO NORTH 2.0 MILES
 EO0689'TO THE JUNCTION OF STATE HIGHWAY 18 AND 88.  TURN LEFT AND GO
 EO0689'WEST ON HIGHWAY 18 AND 88 FOR 2.0 MILES TO THE JUNCTION OF
 EO0689'HIGHWAY 88 ON THE LEFT, CONTINUE WEST ON HIGHWAY 18 FOR 0.95
 EO0689'MILE TO A SIDE ROAD RIGHT AND A FARM HOME IN THE NORTHEAST
 EO0689'ANGLE.  TURN RIGHT AND GO NORTH ON GRADED ROAD FOR 0.15 MILE
 EO0689'TO A GATE, PASS THROUGH AND CONTINUE NORTH FOR 0.55 MILE TO
 EO0689'THE AZIMUTH MARK ON THE RIGHT, CONTINUE NORTH FOR 0.25 MILE
 EO0689'TO A GATE AT THE SOUTHEAST EDGE OF AN EARTH DAM, PASS THROUGH
 EO0689'AND CONTINUE NORTH FOR 0.45 MILE TO A FENCE CORNER AND A
 EO0689'GATE ON THE RIGHT, BEAR LEFT AND GO NORTHWEST FOR 0.15 MILE
 EO0689'TO THE HIGHEST POINT AND THE STATION.
 EO0689'
 EO0689'ASTRO PARTY 621 VISITED THIS STATION.
 EO0689
 EO0689                          STATION RECOVERY (1970)
 EO0689
 EO0689'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970 (WC)
 EO0689'THIS STATION WAS NOT OCCUPIED IN 1970, THEREFORE DIRECTION AND
 EO0689'DISTANCES TO THE REFERENCE MARKS WERE NOT OBSERVED.
 EO0689'
 EO0689'THE STATION IS ABOUT 5.1 MILES NORTH 35 DEG WEST OF FORREST, NEW
 EO0689'MEXICO, AND 5.6 MILES NORTH 67 DEG EAST OF RAGLAND, NEW MEXICO, ON
 EO0689'THE TOP OF A KNOB ON THE PINON COVERED RIDGE ON THE EDGE OF THE
 EO0689'CAPROCK.
 EO0689'
 EO0689'TO REACH STATION FROM THE JUNCTION OF STATE HIGHWAYS 18 AND 86 AT
 EO0689'RAGLAND, NEW MEXICO, GO 5.1 MILES EAST ON HIGHWAY 18 TO A ROAD
 EO0689'NORTH, TURN LEFT (NORTH) WEST OF HOUSE AND GO 1.05 MILES TO A GATE.
 EO0689'PASS THROUGH GATE AND CONTINUE NORTH 0.3 MILE TO A GATE, PASS
 EO0689'THROUGH GATE AND CONTINUE NORTH 0.1 MILE TO A GATE IN
 EO0689'NORTH-SOUTH FENCE ON RIGHT, PASS THROUGH GATE THEN PASS THROUGH
 EO0689'GATE IN EAST-WEST FENCE AT SAME CORNER, AZIMUTH MARK IS ON LEFT,
 EO0689'CONTINUE NORTHERLY ALONG EAST SIDE OF FENCE 0.55 MILE TO A GATE IN
 EO0689'FENCE AT LEFT, PASS THROUGH GATE AND IMMEDIATELY PASS THROUGH GATE
 EO0689'IN EAST-WEST FENCE, CONTINUE NORTHERLY 0.3 MILE TO A ROAD
 EO0689'JUNCTION, NEAR FENCE CORNER GO NORTHWEST ACROSS COUNTRY 0.2 MILE TO
 EO0689'THE STATION ON A HIGH POINT OF RIDGE.
 EO0689'
 EO0689'STATION MARK IS A USC AND GS BRONZE STATION MARK DISK SET IN A
 EO0689'CONCRETE POST PROJECTING 0.7 FOOT AND IS STAMPED FRIO 1935.
 EO0689'
 EO0689'REFERENCE MARKS NO. 1 AND NO. 2 WERE FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ1079 ***********************************************************************
 EQ1079  DESIGNATION -  FRIO
 EQ1079  PID         -  EQ1079
 EQ1079  STATE/COUNTY-  NM/SOCORRO
 EQ1079  USGS QUAD   -  MAGDALENA (1985)
 EQ1079
 EQ1079                         *CURRENT SURVEY CONTROL
 EQ1079  ___________________________________________________________________
 EQ1079* NAD 83(1992)-  34 05 18.00089(N)    107 14 27.05895(W)     ADJUSTED  
 EQ1079* NAVD 88     -      2486.6    (meters)    8158.     (feet)  VERTCON   
 EQ1079  ___________________________________________________________________
 EQ1079  LAPLACE CORR-           1.44  (seconds)                    DEFLEC99
 EQ1079  GEOID HEIGHT-         -21.57  (meters)                     GEOID03
 EQ1079
 EQ1079  HORZ ORDER  -  THIRD
 EQ1079
 EQ1079.The horizontal coordinates were established by classical geodetic methods
 EQ1079.and adjusted by the National Geodetic Survey in December 1993..
 EQ1079
 EQ1079.The NAVD 88 height was computed by applying the VERTCON shift value to
 EQ1079.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EQ1079
 EQ1079.The Laplace correction was computed from DEFLEC99 derived deflections.
 EQ1079
 EQ1079.The geoid height was determined by GEOID03.
 EQ1079
 EQ1079;                    North         East     Units Scale Factor Converg.
 EQ1079;SPC NM C     -   342,894.268   408,562.859   MT  1.00000303   -0 33 19.4
 EQ1079;SPC NM C     - 1,124,978.94  1,340,426.65   sFT  1.00000303   -0 33 19.4
 EQ1079;UTM  13      - 3,774,216.906   293,257.083   MT  1.00012692   -1 15 23.0
 EQ1079
 EQ1079!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EQ1079!SPC NM C     -   0.99961318  x   1.00000303  =   0.99961621
 EQ1079!UTM  13      -   0.99961318  x   1.00012692  =   0.99974005
 EQ1079
 EQ1079:                Primary Azimuth Mark                     Grid Az
 EQ1079:SPC NM C     -  GRANITE                                  017 54 45.5
 EQ1079:UTM  13      -  GRANITE                                  018 36 49.1
 EQ1079
 EQ1079|---------------------------------------------------------------------|
 EQ1079| PID    Reference Object                     Distance      Geod. Az  |
 EQ1079|                                                           dddmmss.s |
 EQ1079| EQ1080 GRANITE                             APPROX. 6.9 KM 0172126.1 |
 EQ1079|---------------------------------------------------------------------|
 EQ1079
 EQ1079                          SUPERSEDED SURVEY CONTROL
 EQ1079
 EQ1079  NAD 83(1986)-  34 05 18.00501(N)    107 14 27.06148(W) AD(       ) 3
 EQ1079  NGVD 29 (04/24/90) 2485.7    (m)         8155.     (f) VERT ANG       
 EQ1079
 EQ1079.Superseded values are not recommended for survey control.
 EQ1079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ1079.See file dsdata.txt to determine how the superseded data were derived.
 EQ1079
 EQ1079_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBT9325774217(NAD 83)
 EQ1079_MARKER: DS = TRIANGULATION STATION DISK
 EQ1079_SETTING: 0 = UNSPECIFIED SETTING
 EQ1079_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EQ1079
 EQ1079  HISTORY     - Date     Condition        Report By
 EQ1079  HISTORY     - 1905     MONUMENTED       USGS
 EQ1079
 EQ1079                          STATION DESCRIPTION
 EQ1079
 EQ1079'DESCRIBED BY US GEOLOGICAL SURVEY 1905
 EQ1079'STATION IS ON THE HIGHEST POINT OF A PROMINENT PEAK ABOUT 2 MI. S. OF
 EQ1079'MAGDALENA.  PEAK IS KNOWN AS MAGDALENA PEAK, AND HAS THE PROFILE OF A
 EQ1079'FACE ON THE E. SLOPE, FROM WHICH THE TOWN OF MAGDALENA TAKES ITS NAME.
 EQ1079'
 EQ1079'RECOVERED BY USGS IN 1957.  DESCRIPTION REVISED AS FOLLOWS
 EQ1079'
 EQ1079'IN SEC. 34, T 2 S, R 4 W.
 EQ1079'
 EQ1079'TO REACH STATION FROM MAGDALENA-SAN MATEO RANGER STATION, CIBOLA
 EQ1079'NATIONAL FOREST, DRIVE S. ON PAVED RD. FOR 2.1 MI. TO RAILROAD SIDING
 EQ1079'AND ORE LOADING PLATFORMS - OLD SMELTER SITE, TAKE RIGHT FORK OF
 EQ1079'GRADED RD. LEADING SSW. TOWARD RANCH HOUSE ACROSS DRY WASH FOR 0.6
 EQ1079'MI. TO RANCH YARD.  LEAVE TRUCK AND PACK W. TO SUMMIT AND STATION
 EQ1079'SITE - ABOUT 45 MINUTE PACK.
 EQ1079'
 EQ1079'STATION MARK--A USGS BRONZE TRIANGULATION TABLET SET IN A BOULDER AND
 EQ1079'STAMPED---FRIO 1905--- (STAMPING ADDED IN 1957).
 EQ1079'
 EQ1079'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0753 ***********************************************************************
 CW0753  DESIGNATION -  FRONTIER
 CW0753  PID         -  CW0753
 CW0753  STATE/COUNTY-  NM/EDDY
 CW0753  USGS QUAD   -  BLACK RIVER VILLAGE (1979)
 CW0753
 CW0753                         *CURRENT SURVEY CONTROL
 CW0753  ___________________________________________________________________
 CW0753* NAD 83(1992)-  32 14 24.42408(N)    104 17 48.53823(W)     ADJUSTED  
 CW0753* NAVD 88     -      1057.     (meters)    3468.     (feet)  SCALED    
 CW0753  ___________________________________________________________________
 CW0753  LAPLACE CORR-          -6.24  (seconds)                    DEFLEC99
 CW0753  GEOID HEIGHT-         -24.52  (meters)                     GEOID03
 CW0753
 CW0753  HORZ ORDER  -  THIRD
 CW0753
 CW0753.The horizontal coordinates were established by classical geodetic methods
 CW0753.and adjusted by the National Geodetic Survey in December 1993..
 CW0753
 CW0753.The orthometric height was scaled from a topographic map.
 CW0753
 CW0753.The Laplace correction was computed from DEFLEC99 derived deflections.
 CW0753
 CW0753.The geoid height was determined by GEOID03.
 CW0753
 CW0753;                    North         East     Units Scale Factor Converg.
 CW0753;SPC NM E     -   137,492.597   168,441.285   MT  0.99990924   +0 01 10.1
 CW0753;SPC NM E     -   451,090.30    552,627.78   sFT  0.99990924   +0 01 10.1
 CW0753;UTM  13      - 3,567,268.316   566,246.514   MT  0.99965412   +0 22 30.5
 CW0753
 CW0753!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CW0753!SPC NM E     -   0.99983799  x   0.99990924  =   0.99974724
 CW0753!UTM  13      -   0.99983799  x   0.99965412  =   0.99949217
 CW0753
 CW0753:                Primary Azimuth Mark                     Grid Az
 CW0753:SPC NM E     -  JURNEGAN                                 244 50 26.9
 CW0753:UTM  13      -  JURNEGAN                                 244 29 06.5
 CW0753
 CW0753|---------------------------------------------------------------------|
 CW0753| PID    Reference Object                     Distance      Geod. Az  |
 CW0753|                                                           dddmmss.s |
 CW0753| CW0762 JURNEGAN                            APPROX. 9.1 KM 2445137.0 |
 CW0753|---------------------------------------------------------------------|
 CW0753
 CW0753                          SUPERSEDED SURVEY CONTROL
 CW0753
 CW0753  NAD 83(1986)-  32 14 24.42452(N)    104 17 48.53374(W) AD(       ) 3
 CW0753  NAD 27      -  32 14 23.99914(N)    104 17 46.72524(W) AD(       ) 3
 CW0753
 CW0753.Superseded values are not recommended for survey control.
 CW0753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0753.See file dsdata.txt to determine how the superseded data were derived.
 CW0753
 CW0753_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SER6624767268(NAD 83)
 CW0753_MARKER: DD = SURVEY DISK
 CW0753_SETTING: 66 = SET IN ROCK OUTCROP
 CW0753_SP_SET: SET IN ROCK OUTCROP
 CW0753_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CW0753+STABILITY: POSITION/ELEVATION WELL
 CW0753
 CW0753  HISTORY     - Date     Condition        Report By
 CW0753  HISTORY     - 1942     MONUMENTED       USGS
 CW0753
 CW0753                          STATION DESCRIPTION
 CW0753
 CW0753'DESCRIBED BY US GEOLOGICAL SURVEY 1942
 CW0753'LOCATED 13.4 MI. SW. OF CARLSBAD, 7.2 MI. NE. OF WHITE CITY CAMP
 CW0753'ALONG U.S. HIGHWAY 62, 0.3 MI. E. OF HIGHWAY ON E. END OF FRONTIER
 CW0753'HILLS.
 CW0753'
 CW0753'STATION MARK--STANDARD TABLET, CEMENTED IN ROCK, AND STAMPED
 CW0753'---FRONTIER 1942---.
 CW0753'
 CW0753'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET, CEMENTED IN
 CW0753'ROCK, AND STAMPED ---NO. 1---, 24.70 FT. DISTANCE FROM STATION MARK
 CW0753'(NO AZIMUTH GIVEN).
 CW0753'
 CW0753'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET, CEMENTED IN
 CW0753'ROCK, AND STAMPED ---NO. 2---, 14.85 FT. DISTANT FROM STATION MARK
 CW0753'(NO AZIMUTH GIVEN).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0709 ***********************************************************************
 FN0709  DESIGNATION -  FT MARCY
 FN0709  PID         -  FN0709
 FN0709  STATE/COUNTY-  NM/SANTA FE
 FN0709  USGS QUAD   -  SANTA FE (1993)
 FN0709
 FN0709                         *CURRENT SURVEY CONTROL
 FN0709  ___________________________________________________________________
 FN0709* NAD 83(1992)-  35 41 21.71719(N)    105 55 57.34630(W)     ADJUSTED  
 FN0709* NAVD 88     -      2176.9    (meters)    7142.     (feet)  GPS OBS   
 FN0709  ___________________________________________________________________
 FN0709  X           -  -1,424,121.018 (meters)                     COMP
 FN0709  Y           -  -4,988,642.274 (meters)                     COMP
 FN0709  Z           -   3,701,511.962 (meters)                     COMP
 FN0709  LAPLACE CORR-          11.80  (seconds)                    DEFLEC99
 FN0709  ELLIP HEIGHT-        2158.52  (meters)          (09/28/01) GPS OBS
 FN0709  GEOID HEIGHT-         -18.33  (meters)                     GEOID03
 FN0709
 FN0709  HORZ ORDER  -  FIRST
 FN0709  ELLP ORDER  -  FOURTH    CLASS I
 FN0709
 FN0709.The horizontal coordinates were established by GPS observations
 FN0709.and adjusted by the National Geodetic Survey in March 1994..
 FN0709
 FN0709.The orthometric height was determined by GPS observations and a
 FN0709.high-resolution geoid model.
 FN0709
 FN0709.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FN0709
 FN0709.The Laplace correction was computed from DEFLEC99 derived deflections.
 FN0709
 FN0709.The ellipsoidal height was determined by GPS observations
 FN0709.and is referenced to NAD 83.
 FN0709
 FN0709.The geoid height was determined by GEOID03.
 FN0709
 FN0709;                    North         East     Units Scale Factor Converg.
 FN0709;SPC NM C     -   520,096.000   528,727.283   MT  0.99991017   +0 11 06.6
 FN0709;SPC NM C     - 1,706,348.29  1,734,666.09   sFT  0.99991017   +0 11 06.6
 FN0709;UTM  13      - 3,949,896.141   415,617.731   MT  0.99968774   -0 32 38.8
 FN0709
 FN0709!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FN0709!SPC NM C     -   0.99966132  x   0.99991017  =   0.99957152
 FN0709!UTM  13      -   0.99966132  x   0.99968774  =   0.99934917
 FN0709
 FN0709|---------------------------------------------------------------------|
 FN0709| PID    Reference Object                     Distance      Geod. Az  |
 FN0709|                                                           dddmmss.s |
 FN0709| CJ6426 FT MARCY RM 1                        13.794 METERS 03728     |
 FN0709| FN0710 SANTA FE SILVER BELFRY CROSS        APPROX. 0.7 KM 2251623.2 |
 FN0709| FN0706 SANTA FE ST PENITENTIARY STK        APPROX. 2.7 KM 2290417.6 |
 FN0709| FN0720 SANTA FE BRUNS GEN HOSP STK         APPROX. 5.7 KM 2291133.3 |
 FN0709| FN0712 SANTA FE CAPITOL DOME               APPROX. 1.0 KM 2324358.0 |
 FN0709| FN0713 SANTA FE ST ANNE ROMAN CATH CH      APPROX. 2.7 KM 2495814.5 |
 FN0709| CJ6425 FT MARCY AZ MK                                     2853332.8 |
 FN0709| FN0721 SANTA FE FEDERAL BLDG FLAG          481.813 METERS 2893909.6 |
 FN0709| FN0717 SANTA FE ST CATHERIN SCH CROSS      APPROX. 1.5 KM 2982310.6 |
 FN0709| FN0711 SANTA FE MARTYRS CROSS              APPROX. 0.9 KM 3184356.7 |
 FN0709| CJ6427 FT MARCY RM 2                        21.457 METERS 32940     |
 FN0709|---------------------------------------------------------------------|
 FN0709
 FN0709                          SUPERSEDED SURVEY CONTROL
 FN0709
 FN0709  ELLIP H (03/21/94) 2158.56   (m)                       GP(       ) 3 1
 FN0709  NAD 83(1992)-  35 41 21.71924(N)    105 55 57.34745(W) AD(       ) 1
 FN0709  NAD 83(1986)-  35 41 21.72292(N)    105 55 57.35180(W) AD(       ) 1
 FN0709  NAD 27      -  35 41 21.61350(N)    105 55 55.27720(W) AD(       ) 1
 FN0709  NGVD 29 (07/19/86) 2174.5    (m)         7134.     (f) VERT ANG       
 FN0709
 FN0709.Superseded values are not recommended for survey control.
 FN0709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0709.See file dsdata.txt to determine how the superseded data were derived.
 FN0709
 FN0709_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV1561849896(NAD 83)
 FN0709_MARKER: DD = SURVEY DISK
 FN0709_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FN0709_SP_SET: CONCRETE POST
 FN0709_STAMPING: FT MARCY 1945
 FN0709_MARK LOGO: CGS   
 FN0709_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FN0709_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FN0709+STABILITY: POSITION/ELEVATION WELL
 FN0709_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FN0709+SATELLITE: SATELLITE OBSERVATIONS - July 23, 1992
 FN0709
 FN0709  HISTORY     - Date     Condition        Report By
 FN0709  HISTORY     - 1945     MONUMENTED       CGS
 FN0709  HISTORY     - 1946     GOOD             CGS
 FN0709  HISTORY     - 1958     GOOD             CGS
 FN0709  HISTORY     - 1985     GOOD             VAILCO
 FN0709  HISTORY     - 19920723 POOR             BOHAN
 FN0709
 FN0709                          STATION DESCRIPTION
 FN0709
 FN0709'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAE)
 FN0709'STATION IS ON A 125-FOOT HIGH MESA OVERLOOKING SANTA FE FROM
 FN0709'THE E AND ABOUT 1/2 MILE E OF THE FEDERAL COURTHOUSE BUILDING.
 FN0709'
 FN0709'TO REACH THE STATION FROM THE T-INTERSECTION IN FRONT OF THE
 FN0709'COURTHOUSE, FOLLOW THE ONE-WAY TRAFFIC TO THE NE CORNER OF
 FN0709'THE SQUARE.  FROM HERE FOLLOW THE ROAD TO BISHOPS LODGE TO
 FN0709'THE FIRST ROAD TURNING RIGHT AND GOING UP THE MESA.  FOLLOW
 FN0709'THIS ROAD FOR 0.25 MILE TO THE TOP OF MESA, THEN TURN RIGHT
 FN0709'TO THE EDGE OF MESA AND STATION.  THIS IS THE SITE OF OLD
 FN0709'FT. MARCY.
 FN0709'
 FN0709'STATION MARK IS A BRONZE STATION DISK STAMPED FT MARCY 1945.
 FN0709'THE MARK IS SET IN A 12-INCH SQUARE CONCRETE POST WHICH PROJECTS
 FN0709'ABOUT 2 INCHES ABOVE THE GROUND.  UNDERGROUND MARK IS A BRONZE
 FN0709'STATION DISK IN CONCRETE.
 FN0709'
 FN0709'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK STAMPED FT MARCY
 FN0709'NO 1 1945 AND SET IN A 10-INCH SQUARE CONCRETE POST WHICH
 FN0709'PROJECTS ABOUT 2 INCHES ABOVE THE GROUND.  IT IS NNE OF THE
 FN0709'STATION AND ONE FOOT LOWER.
 FN0709'
 FN0709'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK STAMPED FT MARCY
 FN0709'NO 2 1945 AND SET IN A 10-INCH SQUARE CONCRETE POST WHICH
 FN0709'PROJECTS ABOUT ONE INCH ABOVE THE GROUND.  IT IS NW OF THE
 FN0709'STATION AND AT ABOUT SAME LEVEL.
 FN0709'
 FN0709'AZIMUTH MARK IS A BRONZE AZIMUTH DISK STAMPED FT MARCY 1945
 FN0709'AND SET IN A 11-INCH SQUARE CONCRETE POST WHICH PROJECTS
 FN0709'ABOUT 2 INCHES ABOVE THE GROUND.  IT IS LOCATED ON THE S SIDE
 FN0709'OF FEDERAL STREET, 32 FEET S OF THE CENTER LINE OF THE STREET,
 FN0709'ABOUT 200 YARDS WSW OF THE FEDERAL COURTHOUSE, 110 FEET W OF
 FN0709'THE NW CORNER OF THE SANTA FE HIGH SCHOOL, AND ABOUT 1/2 MILE
 FN0709'WNW OF THE STATION.
 FN0709
 FN0709                          STATION RECOVERY (1958)
 FN0709
 FN0709'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (GBB)
 FN0709'STATION, REFERENCE MARKS AND AZIMUTH MARK RECOVERED AS DESCRIBED,
 FN0709'HOWEVER, THE AZIMUTH MARK CANNOT BE SEEN FROM THE STATION
 FN0709'WHEN THE LEAVES ARE ON THE TREES.  DURING WINTER MONTHS THERE
 FN0709'IS A CHANCE OF INTERVISABILITY.  DESCRIPTION IS ADEQUATE.
 FN0709
 FN0709                          STATION RECOVERY (1985)
 FN0709
 FN0709'RECOVERY NOTE BY VAIL COMPANY 1985 (RAV)
 FN0709'FT. MARCY 1945 FOUND GOOD.
 FN0709'
 FN0709'STATION AND ALL MARKS RECOVERED IN GOOD CONDITION.  STATION IS AT THE
 FN0709'NEW SITE OF THE CROSS OF THE MARTYRS ON THE WEST EDGE OF THE TOP OF
 FN0709'THE CLIFF.
 FN0709
 FN0709                          STATION RECOVERY (1992)
 FN0709
 FN0709'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 1992
 FN0709'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0641 ***********************************************************************
 EP0641  FBN         -  This is a Federal Base Network Control Station.
 EP0641  DESIGNATION -  FT SUMNERAIR
 EP0641  PID         -  EP0641
 EP0641  STATE/COUNTY-  NM/DE BACA
 EP0641  USGS QUAD   -  FORT SUMNER EAST (1982)
 EP0641
 EP0641                         *CURRENT SURVEY CONTROL
 EP0641  ___________________________________________________________________
 EP0641* NAD 83(1992)-  34 29 15.95389(N)    104 13 27.17522(W)     ADJUSTED  
 EP0641* NAVD 88     -      1260.1    (meters)    4134.     (feet)  GPS OBS   
 EP0641  ___________________________________________________________________
 EP0641  X           -  -1,293,413.267 (meters)                     COMP
 EP0641  Y           -  -5,102,450.465 (meters)                     COMP
 EP0641  Z           -   3,591,873.481 (meters)                     COMP
 EP0641  LAPLACE CORR-          -0.11  (seconds)                    DEFLEC99
 EP0641  ELLIP HEIGHT-        1236.54  (meters)          (05/26/00) GPS OBS
 EP0641  GEOID HEIGHT-         -23.61  (meters)                     GEOID03
 EP0641
 EP0641  HORZ ORDER  -  B
 EP0641  ELLP ORDER  -  SECOND    CLASS I
 EP0641
 EP0641.This mark is at Fort Sumner Airport (FSU)
 EP0641
 EP0641.The horizontal coordinates were established by GPS observations
 EP0641.and adjusted by the National Geodetic Survey in May 1992..
 EP0641
 EP0641.The orthometric height was determined by GPS observations and a
 EP0641.high-resolution geoid model.
 EP0641
 EP0641.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EP0641
 EP0641.The Laplace correction was computed from DEFLEC99 derived deflections.
 EP0641
 EP0641.The ellipsoidal height was determined by GPS observations
 EP0641.and is referenced to NAD 83.
 EP0641
 EP0641.The geoid height was determined by GEOID03.
 EP0641
 EP0641;                    North         East     Units Scale Factor Converg.
 EP0641;SPC NM E     -   386,763.567   175,021.949   MT  0.99991033   +0 03 42.4
 EP0641;SPC NM E     - 1,268,906.80    574,217.84   sFT  0.99991033   +0 03 42.4
 EP0641;UTM  13      - 3,816,513.607   571,230.740   MT  0.99966254   +0 26 21.4
 EP0641
 EP0641!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EP0641!SPC NM E     -   0.99980593  x   0.99991033  =   0.99971628
 EP0641!UTM  13      -   0.99980593  x   0.99966254  =   0.99946854
 EP0641
 EP0641                          SUPERSEDED SURVEY CONTROL
 EP0641
 EP0641  ELLIP H (12/21/93) 1236.55   (m)                       GP(       ) 4 1
 EP0641  NAD 83(1986)-  34 29 15.96062(N)    104 13 27.17139(W) AD(       ) 1
 EP0641  NAD 27      -  34 29 15.70722(N)    104 13 25.29404(W) AD(       ) 1
 EP0641  NGVD 29 (06/29/92) 1259.0    (m)         4131.     (f) GPS OBS        
 EP0641
 EP0641.Superseded values are not recommended for survey control.
 EP0641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EP0641.See file dsdata.txt to determine how the superseded data were derived.
 EP0641
 EP0641_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEU7123116514(NAD 83)
 EP0641_MARKER: F = FLANGE-ENCASED ROD
 EP0641_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 EP0641_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 EP0641_STAMPING: FTSUMNERAIR 1987
 EP0641_MARK LOGO: NGS   
 EP0641_MAGNETIC: N = NO MAGNETIC MATERIAL
 EP0641_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EP0641_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EP0641+SATELLITE: SATELLITE OBSERVATIONS - September 29, 2004
 EP0641
 EP0641  HISTORY     - Date     Condition        Report By
 EP0641  HISTORY     - 1988     MONUMENTED       NGS
 EP0641  HISTORY     - 1988     GOOD             NGS
 EP0641  HISTORY     - 19911113 GOOD             NGS
 EP0641  HISTORY     - 19920121 GOOD
 EP0641  HISTORY     - 19981104 GOOD             NGS
 EP0641  HISTORY     - 20040929 GOOD             NMHD
 EP0641
 EP0641                          STATION DESCRIPTION
 EP0641
 EP0641'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988 (MRM)
 EP0641'THE STATION IS LOCATED ABOUT 2.4 KM (1.5 MI)
 EP0641'NORTH OF FORT SUMNER, AT THE FORT SUMNER MUNICIPAL AIRPORT, IN THE
 EP0641'CENTER OF A DIRT CUL-DE-SAC.
 EP0641'OWNERSHIP--CITY OF FORT SUMNER, STEWART HENRY - AIRPORT MANAGER,
 EP0641'P.O. BOX 904, FORT SUMNER NM 88119, PHONE 505-355-2240.
 EP0641'
 EP0641'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAYS 60 AND
 EP0641'84 IN FORT SUMNER, GO EAST FOR 1.6 KM (1.0 MI) ON HIGHWAY 60 TO THE
 EP0641'INTERSECTION OF 17TH STREET.
 EP0641'TURN LEFT AND GO NORTH FOR 2.4 KM (1.5 MI) ON 17TH STREET TO THE
 EP0641'ENTRANCE TO THE FORT SUMNER MUNICIPAL AIRPORT.
 EP0641'TURN RIGHT AND GO EAST FOR 0.2 KM (0.15 MI) TO A CONCRETE AIRCRAFT
 EP0641'PARKING LOT.  CROSS TO THE SOUTHEAST CORNER OF THE PARKING LOT.
 EP0641'TURN RIGHT AND GO SOUTH FOR 0.1 KM (0.05 MI) ON A DIRT ROAD TO THE
 EP0641'STATION, IN THE CENTER OF THE DIRT CUL-DE-SAC.
 EP0641'
 EP0641'THE STATION IS A PUNCH MARK ON TOP OF A STAINLESS STEEL ROD
 EP0641'THAT IS ---UNSTAMPED---,
 EP0641'DRIVEN TO A DEPTH OF 8.5 METERS (28.0 FT), RECESSED 15 CM BELOW
 EP0641'GROUND, INSIDE A GREASE-FILLED SLEEVE EXTENDING TO A DEPTH OF 0.9
 EP0641'METERS (3.0 FT), ENCASED IN A PVC PIPE WITH NGS LOGO FLANGE
 EP0641'STAMPED---FT SUMNERAIR 1987---, FLUSH WITH GROUND.  LOCATED
 EP0641'85.6 METERS (280.8 FT) SOUTH-SOUTHWEST FROM THE SOUTHEAST CORNER OF
 EP0641'THE CONCRETE PARKING LOT,
 EP0641'75.0 METERS (246.1 FT) NORTH-NORTHWEST FROM THE APPROXIMATE CENTER
 EP0641'OF A PAVED RUNWAY,
 EP0641'0.9 METERS (3.0 FT) NORTH FROM A CARSONITE WITNESS POST,
 EP0641'0.9 METERS (3.0 FT) SOUTHWEST FROM A CARSONITE WITNESS POST AND
 EP0641'0.8 METERS (2.6 FT) SOUTHEAST FROM A CARSONITE WITNESS POST.
 EP0641'
 EP0641'NEW MEXICO FAA - FEBRUARY, 1988.
 EP0641'
 EP0641'THIS STATION SUITABLE FOR GPS SURVEYS.
 EP0641'
 EP0641'DESCRIBED BY S.E. RANDALL.
 EP0641
 EP0641                          STATION RECOVERY (1988)
 EP0641
 EP0641'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 EP0641'RECOVERED IN GOOD CONDITION.
 EP0641
 EP0641                          STATION RECOVERY (1991)
 EP0641
 EP0641'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 EP0641'STATION IS LOCATED ABOUT 2.4 KM (1.5 MI) NORTH OF FORT SUMNER, AT THE
 EP0641'FORT SUMNER MUNICIPAL AIRPORT AND IN THE CENTER OF A DIRT CUL-DE-SAC.
 EP0641'OWNERSHIP--CITY OF FORT SUMNER, P.O. BOX 904, FORT SUMNER, NM 88119.
 EP0641'AIRPORT MANAGER IS STEWART HENRY, PHONE 505-355-2240. NOTE- LOCKED
 EP0641'GATE AT AIRPORT. CARL VICK IS TO BE CONTACTED AT 355-2338 TO MAKE
 EP0641'ARRANGEMENTS TO HAVE GATE UNLOCKED.
 EP0641'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 60 AND 84 IN FORT SUMNER,
 EP0641'GO EAST ON HIGHWAY 60 FOR 1.6 KM (1.0 MI) TO THE JUNCTION OF 17TH
 EP0641'STREET. TURN LEFT, NORTH, ON 17TH STREET FOR 2.4 KM (1.5 MI) TO
 EP0641'AIRPORT ENTRANCE ON THE RIGHT.  TURN RIGHT, EAST, ON GRAVEL ROAD FOR
 EP0641'0.08 KM (0.05 MI) TO A PIPE GATE. PASS THROUGH GATE AND CONTINUE EAST
 EP0641'ON GRAVEL ROAD FOR 0.08 KM (0.05 MI) TO A CONCRETE AIRCRAFT PARKING
 EP0641'APRON.   CROSS TO THE SOUTHEAST CORNER OF PARKING AREA THEN TURN
 EP0641'RIGHT, SOUTH, ON DIRT ROAD FOR 0.08 KM (0.05 MI) TO THE STATION IN
 EP0641'CENTER OF CUL-DE-SAC.
 EP0641'STATION MARK IS A PUNCH HOLE TOP CENTER OF A STAINLESS STEEL ROD IN A
 EP0641'2.5 CM GREASE FILLED PVC SLEEVE 90 CM LONG ENCASED IN A 12.7 CM PVC
 EP0641'PIPE WITH LOGO CAP SURROUNDED BY CONCRETE FLUSH WITH THE GROUND. IT
 EP0641'IS 85.6 M (280.8 FT) SOUTH-SOUTHWEST FROM THE SOUTHEAST CORNER OF
 EP0641'CONCRETE PARKING AREA, 75.0 M (246.1 FT) NORTH-NORTHWEST FROM THE
 EP0641'CENTER OF THE ASPHALT RUNWAY, 0.9 M (3.0 FT) NORTH FROM A FIBERGLASS
 EP0641'WITNESS POST, 0.9 M (3.0 FT) SOUTHWEST FROM A FIBERGLASS WITNESS POST
 EP0641'AND 0.8 M (2.6 FT) SOUTHEAST FROM A FIBERGLASS WITNESS POST.
 EP0641
 EP0641                          STATION RECOVERY (1992)
 EP0641
 EP0641'RECOVERED 1992
 EP0641'RECOVERED IN GOOD CONDITION.
 EP0641
 EP0641                          STATION RECOVERY (1998)
 EP0641
 EP0641'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (WAS)
 EP0641'THE STATION IS LOCATED ABOUT 1.5 MI (2.4 KM) NORTH OF FORT SUMNER, AT
 EP0641'THE FORT SUMNER MUNICIPAL AIRPORT.  OWNERSHIP--CITY OF FORT SUMNER, PO
 EP0641'BOX 904, FORT SUMNER NM 88119, MANAGER, CARL VICK, TELEPHONE
 EP0641'505-355-7655, 355-2338 (HOME).  TO REACH THE STATION FROM THE JUNCTION
 EP0641'OF US HIGHWAYS 60 AND 84 IN FORT SUMNER, GO EAST ON HIGHWAY 60 FOR 1.0
 EP0641'MI (1.6 KM) TO THE INTERSECTION WITH 17TH STREET.  TURN LEFT, NORTH,
 EP0641'ON 17TH STREET FOR 1.5 MI (2.4 KM) TO THE GRAVEL AIRPORT ENTRANCE ROAD
 EP0641'ON THE RIGHT.  TURN RIGHT, EAST, AND GO 0.1 MI (0.2 KM) TO A PIPE GATE
 EP0641'AND THE WEST EDGE OF THE CONCRETE AIRCRAFT PARKING APRON.  CROSS THE
 EP0641'CONCRETE APRON DIAGONALLY FOR 0.15 MI (0.24 KM) TO THE SOUTHEAST
 EP0641'CORNER OF THE APRON.  TURN RIGHT, SOUTH, AND GO CROSS COUNTRY FOR 0.05
 EP0641'MI (0.08 KM) TO THE STATION IN THE CENTER OF AN OPEN GRASSY FIELD
 EP0641'BETWEEN THE APRON AND THE RUNWAY.  THE STATION IS A PUNCH HOLE IN THE
 EP0641'TOP OF A STAINLESS STEEL ROD WHICH IS ACCESSED THROUGH AN ALUMINUM
 EP0641'LOGO CAP.  LOCATED 85 M (278.9 FT) SOUTH-SOUTHWEST FROM THE SOUTHEAST
 EP0641'CORNER OF THE CONCRETE AIRCRAFT PARKING AREA, 75 M (246.1 FT)
 EP0641'NORTH-NORTHWEST FROM THE CENTER OF THE ASPHALT RUNWAY AND IN THE
 EP0641'CENTER OF THREE FIBERGLASS WITNESS POSTS.
 EP0641
 EP0641                          STATION RECOVERY (2004)
 EP0641
 EP0641'RECOVERY NOTE BY NM HIGHWAY DEPT 2004 (WAB)
 EP0641'DESCRIPTION ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0311 ***********************************************************************
 CX0311  DESIGNATION -  G
 CX0311  PID         -  CX0311
 CX0311  STATE/COUNTY-  NM/OTERO
 CX0311  USGS QUAD   -  LAKE LUCERO SE (1982)
 CX0311
 CX0311                         *CURRENT SURVEY CONTROL
 CX0311  ___________________________________________________________________
 CX0311* NAD 83(1986)-  32 31 33.     (N)    106 15 45.     (W)     SCALED    
 CX0311* NAVD 88     -      1216.335  (meters)    3990.59   (feet)  ADJUSTED  
 CX0311  ___________________________________________________________________
 CX0311  GEOID HEIGHT-         -23.48  (meters)                     GEOID03
 CX0311  DYNAMIC HT  -        1214.532 (meters)    3984.68  (feet)  COMP
 CX0311  MODELED GRAV-     979,114.4   (mgal)                       NAVD 88
 CX0311
 CX0311  VERT ORDER  -  SECOND    CLASS 0
 CX0311
 CX0311.The horizontal coordinates were scaled from a topographic map and have
 CX0311.an estimated accuracy of +/- 6 seconds.
 CX0311
 CX0311.The orthometric height was determined by differential leveling
 CX0311.and adjusted by the National Geodetic Survey in June 1991..
 CX0311
 CX0311.The geoid height was determined by GEOID03.
 CX0311
 CX0311.The dynamic height is computed by dividing the NAVD 88
 CX0311.geopotential number by the normal gravity value computed on the
 CX0311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0311.degrees latitude (g = 980.6199 gals.).
 CX0311
 CX0311.The modeled gravity was interpolated from observed gravity values.
 CX0311
 CX0311;                    North         East    Units  Estimated Accuracy
 CX0311;SPC NM C     -   169,170.      498,830.      MT  (+/- 180 meters Scaled)
 CX0311
 CX0311                          SUPERSEDED SURVEY CONTROL
 CX0311
 CX0311  NGVD 29 (??/??/92) 1215.749  (m)         3988.67   (f) ADJ UNCH    2 0
 CX0311
 CX0311.Superseded values are not recommended for survey control.
 CX0311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0311.See file dsdata.txt to determine how the superseded data were derived.
 CX0311
 CX0311_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR814994(NAD 83)
 CX0311_MARKER: DD = SURVEY DISK
 CX0311_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX0311_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CX0311_STAMPING: G WSA BRL WSPG
 CX0311_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX0311+STABILITY: SURFACE MOTION
 CX0311
 CX0311  HISTORY     - Date     Condition        Report By
 CX0311  HISTORY     - UNK      MONUMENTED       USA
 CX0311  HISTORY     - 1952     GOOD             NGS
 CX0311
 CX0311                          STATION DESCRIPTION
 CX0311
 CX0311'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CX0311'59.15 MI SW FROM ALAMOGORDO.
 CX0311'41.2 MILES SOUTHWEST ALONG U.S. HIGHWAY 70 FROM THE POST OFFICE AT
 CX0311'ALAMOGORDO, THENCE 4.6 MILES SOUTH ALONG A TRACK ROAD, THENCE 2.4
 CX0311'MILES EAST ALONG AN OILED ROAD, THENCE 10.95 MILES NORTHEAST ALONG A
 CX0311'SANDY TRACK ROAD.  200 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A
 CX0311'SMALL CONCRETE BLOCK BUILDING, 60 FEET NORTHWEST OF THE CENTER LINE OF
 CX0311'THE ROAD, 3 FEET NORTHWEST OF A WITNESS POST, SET IN THE TOP OF A
 CX0311'CONCRETE POST WHICH PROJECTS 1.5 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0155 ***********************************************************************
 FP0155  DESIGNATION -  G
 FP0155  PID         -  FP0155
 FP0155  STATE/COUNTY-  NM/MCKINLEY
 FP0155  USGS QUAD   -  GALLUP EAST (1979)
 FP0155
 FP0155                         *CURRENT SURVEY CONTROL
 FP0155  ___________________________________________________________________
 FP0155* NAD 83(1986)-  35 31 40.     (N)    108 44 32.     (W)     SCALED    
 FP0155* NAVD 88     -      1984.076  (meters)    6509.42   (feet)  POSTED    
 FP0155  ___________________________________________________________________
 FP0155  GEOID HEIGHT-         -21.18  (meters)                     GEOID03
 FP0155  DYNAMIC HT  -        1981.280 (meters)    6500.25  (feet)  COMP
 FP0155  MODELED GRAV-     979,153.9   (mgal)                       NAVD 88
 FP0155
 FP0155  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FP0155
 FP0155.The horizontal coordinates were scaled from a topographic map and have
 FP0155.an estimated accuracy of +/- 6 seconds.
 FP0155
 FP0155.The orthometric height was determined by differential leveling
 FP0155.and adjusted by the National Geodetic Survey in 1992..
 FP0155.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FP0155.rate of 0.0 thru 1.0 mm/km.
 FP0155
 FP0155.The geoid height was determined by GEOID03.
 FP0155
 FP0155.The dynamic height is computed by dividing the NAVD 88
 FP0155.geopotential number by the normal gravity value computed on the
 FP0155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0155.degrees latitude (g = 980.6199 gals.).
 FP0155
 FP0155.The modeled gravity was interpolated from observed gravity values.
 FP0155
 FP0155;                    North         East    Units  Estimated Accuracy
 FP0155;SPC NM W     -   502,510.      747,570.      MT  (+/- 180 meters Scaled)
 FP0155
 FP0155                          SUPERSEDED SURVEY CONTROL
 FP0155
 FP0155.No superseded survey control is available for this station.
 FP0155
 FP0155_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYE047339(NAD 83)
 FP0155_MARKER: Z = SEE DESCRIPTION
 FP0155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FP0155_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FP0155_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FP0155+STABILITY: SURFACE MOTION
 FP0155
 FP0155  HISTORY     - Date     Condition        Report By
 FP0155  HISTORY     - UNK      MONUMENTED       CGS
 FP0155  HISTORY     - 1934     MARK NOT FOUND   NGS
 FP0155
 FP0155                          STATION DESCRIPTION
 FP0155
 FP0155'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FP0155'IN GALLUP.
 FP0155'AT GALLUP, MCKINLEY COUNTY, 10 1/2 POLES EAST OF MILE POLE 158, AT THE
 FP0155'SOUTHEAST CORNER OF THE INTERSECTION OF RAILROAD AVENUE AND SECOND
 FP0155'STREET, 19 METERS SOUTH OF THE CENTER OF THE SOUTH TRACK OF THE
 FP0155'ATCHISON, TOPEKA AND SANTA FE RAILWAY, 1.6 METERS EAST OF A TELEPHONE
 FP0155'POLE.  THE BOTTOM OF A SQUARE HOLE IN THE TOP OF OF A CEMENT POST
 FP0155'PROJECTING ABOUT 6 INCHES SURROUNDED BY THE LETTER USBM. NOTE-- THE
 FP0155'INTERSECTION OF RAILROAD AVE. AND SECOND STREET IS ABOUT 120 FEET
 FP0155'SOUTH-OF THE TRACKS.  AT THE SOUTHEAST CORNER OF THE INTERSECTION
 FP0155'THERE IS A BUILDING AND A SIDEWALK.  THE BM COULD NOT BE LOCATED AT
 FP0155'THIS POINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0718 ***********************************************************************
 FO0718  DESIGNATION -  G 1
 FO0718  PID         -  FO0718
 FO0718  STATE/COUNTY-  NM/CIBOLA
 FO0718  USGS QUAD   -  GRANTS SE (1971)
 FO0718
 FO0718                         *CURRENT SURVEY CONTROL
 FO0718  ___________________________________________________________________
 FO0718* NAD 83(1986)-  35 04 48.     (N)    107 45 07.     (W)     SCALED    
 FO0718* NAVD 88     -      1918.536  (meters)    6294.40   (feet)  POSTED    
 FO0718  ___________________________________________________________________
 FO0718  GEOID HEIGHT-         -20.61  (meters)                     GEOID03
 FO0718  DYNAMIC HT  -        1915.780 (meters)    6285.35  (feet)  COMP
 FO0718  MODELED GRAV-     979,131.3   (mgal)                       NAVD 88
 FO0718
 FO0718  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FO0718
 FO0718.The horizontal coordinates were scaled from a topographic map and have
 FO0718.an estimated accuracy of +/- 6 seconds.
 FO0718
 FO0718.The orthometric height was determined by differential leveling
 FO0718.and adjusted by the National Geodetic Survey in 1992..
 FO0718.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FO0718.rate of 0.0 thru 1.0 mm/km.
 FO0718
 FO0718.The geoid height was determined by GEOID03.
 FO0718
 FO0718.The dynamic height is computed by dividing the NAVD 88
 FO0718.geopotential number by the normal gravity value computed on the
 FO0718.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0718.degrees latitude (g = 980.6199 gals.).
 FO0718
 FO0718.The modeled gravity was interpolated from observed gravity values.
 FO0718
 FO0718;                    North         East    Units  Estimated Accuracy
 FO0718;SPC NM W     -   452,460.      837,420.      MT  (+/- 180 meters Scaled)
 FO0718
 FO0718                          SUPERSEDED SURVEY CONTROL
 FO0718
 FO0718  NGVD 29 (??/??/92) 1917.500  (m)         6291.00   (f) ADJ UNCH    1 2
 FO0718
 FO0718.Superseded values are not recommended for survey control.
 FO0718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0718.See file dsdata.txt to determine how the superseded data were derived.
 FO0718
 FO0718_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBU490853(NAD 83)
 FO0718_MARKER: DB = BENCH MARK DISK
 FO0718_SETTING: 66 = SET IN ROCK OUTCROP
 FO0718_SP_SET: OUTCROP
 FO0718_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FO0718+STABILITY: POSITION/ELEVATION WELL
 FO0718
 FO0718  HISTORY     - Date     Condition        Report By
 FO0718  HISTORY     - UNK      MONUMENTED       CGS
 FO0718  HISTORY     - 1941     MARK NOT FOUND   NGS
 FO0718
 FO0718                          STATION DESCRIPTION
 FO0718
 FO0718'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 FO0718'1.7 MI SE FROM HORACE.
 FO0718'ABOUT 1.7 MILES EAST OF HORACE, VALENCIA COUNTY, 1 1/2 POLES WEST OF
 FO0718'MILE POLE 88, 2.85 METERS NORTH OF THE CENTER OF THE TRACK OF THE
 FO0718'ATCHISON, TOPEKA AND SANTA FE RAILWAY, IN A SANDSTONE OUTCROP, 20
 FO0718'CENTIMETERS FROM THE EDGE OF THE ROCK, A STANDARD 3-INCH RED METAL
 FO0718'DISK SET FLUSH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1238 ***********************************************************************
 FO1238  DESIGNATION -  G 1
 FO1238  PID         -  FO1238
 FO1238  STATE/COUNTY-  NM/BERNALILLO
 FO1238  USGS QUAD   -  ALBUQUERQUE EAST (1990)
 FO1238
 FO1238                         *CURRENT SURVEY CONTROL
 FO1238  ___________________________________________________________________
 FO1238* NAD 83(1992)-  35 03 29.22718(N)    106 33 35.63821(W)     ADJUSTED  
 FO1238* NAVD 88     -      1637.52   (+/-2cm)    5372.4    (feet)  VERTCON   
 FO1238  ___________________________________________________________________
 FO1238  LAPLACE CORR-          10.55  (seconds)                    DEFLEC99
 FO1238  GEOID HEIGHT-         -20.86  (meters)                     GEOID03
 FO1238
 FO1238  HORZ ORDER  -  SECOND
 FO1238  VERT ORDER  -  THIRD ? (See Below)
 FO1238
 FO1238.The horizontal coordinates were established by classical geodetic methods
 FO1238.and adjusted by the National Geodetic Survey in December 1993..
 FO1238
 FO1238.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1238.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1238.The vertical order pertains to the NGVD 29 superseded value.
 FO1238
 FO1238.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1238
 FO1238.The geoid height was determined by GEOID03.
 FO1238
 FO1238;                    North         East     Units Scale Factor Converg.
 FO1238;SPC NM C     -   450,065.231   471,732.639   MT  0.99990984   -0 10 40.8
 FO1238;SPC NM C     - 1,476,589.01  1,547,676.17   sFT  0.99990984   -0 10 40.8
 FO1238;UTM  13      - 3,880,600.671   357,751.281   MT  0.99984938   -0 53 46.2
 FO1238
 FO1238!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1238!SPC NM C     -   0.99974630  x   0.99990984  =   0.99965617
 FO1238!UTM  13      -   0.99974630  x   0.99984938  =   0.99959572
 FO1238
 FO1238:                Primary Azimuth Mark                     Grid Az
 FO1238:SPC NM C     -  G 2                                      270 52 09.4
 FO1238:UTM  13      -  G 2                                      271 35 14.8
 FO1238
 FO1238|---------------------------------------------------------------------|
 FO1238| PID    Reference Object                     Distance      Geod. Az  |
 FO1238|                                                           dddmmss.s |
 FO1238| FO1197 G 2                                 APPROX. 0.8 KM 2704128.6 |
 FO1238|---------------------------------------------------------------------|
 FO1238
 FO1238                          SUPERSEDED SURVEY CONTROL
 FO1238
 FO1238  NAD 83(1986)-  35 03 29.23295(N)    106 33 35.63928(W) AD(       ) 2
 FO1238  NAD 27      -  35 03 29.06239(N)    106 33 33.55529(W) AD(       ) 2
 FO1238  NGVD 29 (07/19/86) 1636.69   (m)         5369.7    (f) LEVELING    3  
 FO1238
 FO1238.Superseded values are not recommended for survey control.
 FO1238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1238.See file dsdata.txt to determine how the superseded data were derived.
 FO1238
 FO1238_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU5775180601(NAD 83)
 FO1238_MARKER: DD = SURVEY DISK
 FO1238_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FO1238_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FO1238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO1238+STABILITY: SURFACE MOTION
 FO1238
 FO1238  HISTORY     - Date     Condition        Report By
 FO1238  HISTORY     - 1969     MONUMENTED       NMHD
 FO1238
 FO1238                          STATION DESCRIPTION
 FO1238
 FO1238'DESCRIBED BY NM HIGHWAY DEPT 1969 (SRC)
 FO1238'THE STATION IS LOCATED JUST INSIDE SANDIA BASE ON GIBSON AT
 FO1238'THE INTERSECTION OF GIBSON AND PENNSYLVANIA.
 FO1238'
 FO1238'TO REACH THE STATION FROM THE INTERSECTION OF CENTRAL AND
 FO1238'THE RAILROAD TRACKS (DOWNTOWN ALBUQUERQUE) GO EAST ON CENTRAL
 FO1238'(U.S.-66) AND TURN SOUTH ON LOCUST.  GO SOUTH ON LOCUST FOR
 FO1238'APPROXIMATELY 0.3 MILE AND TAKE THE RAMP TO ENTER I-25
 FO1238'SOUTH-BOUND.  TRAVEL SOUTH ON I-25 FOR 1.30 MILE AND TAKE THE MILES
 FO1238'ROAD EAST EXIT.  ENTER MILES ROAD AND GO EAST FOR 0.47
 FO1238'MILE AND STAY ON THE MAJOR STREET WHICH CHANGES TO GIBSON
 FO1238'BLVD.  GO EAST ON GIBSON FOR APPROXIMATELY 3.5 MILES TO
 FO1238'THE WEST ENTRANCE GATE FOR SANDIA BASE.  ENTER SANDIA BASE AND
 FO1238'CONTINUE ON GIBSON FOR 0.50 MILE TO THE INTERSECTION OF GIBSON AND
 FO1238'PENNSYLVANIA.  THE STATION IS LOCATED IN THE TRIANGLE IN THE
 FO1238'SOUTHWEST QUADRANT OF THE INTERSECTION.  IT IS APPROXIMATELY 20 FT
 FO1238'FROM THE WEST NOSE OF THE TRIANGLE AND 6 FT FROM THE NORTH
 FO1238'CURB ALONG GIBSON.
 FO1238'
 FO1238'THE MONUMENT IS A STANDARD STATE HIGHWAY COMMISSION DISK STAMPED
 FO1238'STA. G-1 AND IS FLUSH WITH THE GROUND.
 FO1238'
 FO1238'FOR THE INFORMATION TO THE STATION BANK, SEE THE TRIANGULATION
 FO1238'DESCRIPTION SHEET FOR BANK AND FOR THE STATION G-2, SEE THE
 FO1238'TRAVERSE DESCRIPTION SHEET FOR G-2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0018 ***********************************************************************
 CW0018  DESIGNATION -  G 10
 CW0018  PID         -  CW0018
 CW0018  STATE/COUNTY-  NM/EDDY
 CW0018  USGS QUAD   -  ARTESIA (1975)
 CW0018
 CW0018                         *CURRENT SURVEY CONTROL
 CW0018  ___________________________________________________________________
 CW0018* NAD 83(1986)-  32 50 36.     (N)    104 23 49.     (W)     SCALED    
 CW0018* NAVD 88     -      1030.375  (meters)    3380.49   (feet)  ADJUSTED  
 CW0018  ___________________________________________________________________
 CW0018  GEOID HEIGHT-         -23.14  (meters)                     GEOID03
 CW0018  DYNAMIC HT  -        1028.950 (meters)    3375.81  (feet)  COMP
 CW0018  MODELED GRAV-     979,219.9   (mgal)                       NAVD 88
 CW0018
 CW0018  VERT ORDER  -  FIRST     CLASS II
 CW0018
 CW0018.The horizontal coordinates were scaled from a topographic map and have
 CW0018.an estimated accuracy of +/- 6 seconds.
 CW0018
 CW0018.The orthometric height was determined by differential leveling
 CW0018.and adjusted by the National Geodetic Survey in June 1991..
 CW0018
 CW0018.The geoid height was determined by GEOID03.
 CW0018
 CW0018.The dynamic height is computed by dividing the NAVD 88
 CW0018.geopotential number by the normal gravity value computed on the
 CW0018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0018.degrees latitude (g = 980.6199 gals.).
 CW0018
 CW0018.The modeled gravity was interpolated from observed gravity values.
 CW0018
 CW0018;                    North         East    Units  Estimated Accuracy
 CW0018;SPC NM E     -   204,380.      159,050.      MT  (+/- 180 meters Scaled)
 CW0018
 CW0018                          SUPERSEDED SURVEY CONTROL
 CW0018
 CW0018.No superseded survey control is available for this station.
 CW0018
 CW0018_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES564340(NAD 83)
 CW0018_MARKER: DB = BENCH MARK DISK
 CW0018_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CW0018_SP_SET: BUILDING
 CW0018_STAMPING: G 10 1916 3379.340
 CW0018_MARK LOGO: CGS   
 CW0018_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CW0018
 CW0018  HISTORY     - Date     Condition        Report By
 CW0018  HISTORY     - 1916     MONUMENTED       CGS
 CW0018  HISTORY     - 1957     GOOD             NGS
 CW0018  HISTORY     - 1982     GOOD             NGS
 CW0018
 CW0018                          STATION DESCRIPTION
 CW0018
 CW0018'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 CW0018'IN ARTESIA.
 CW0018'AT ARTESIA, AT THE ATCHISON, TOPEKA AND SANTA FE RAILWAY STATION, SET
 CW0018'VERTICALLY IN THE EAST FACE OF THE BUILDING, 11 FEET NORTH-NORTHEAST
 CW0018'OF THE NORTH EDGE OF THE WAITING ROOM DOOR, 1 FOOT NORTH OF THE
 CW0018'SOUTHEAST CORNER OF THE OFFSET, 2 FEET SOUTH OF THE SOUTH EDGE OF A
 CW0018'BAY WINDOW, AND 2 1/2 FEET ABOVE THE PLATFORM.
 CW0018
 CW0018                          STATION RECOVERY (1982)
 CW0018
 CW0018'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CW0018'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1326 ***********************************************************************
 FO1326  DESIGNATION -  G 10
 FO1326  PID         -  FO1326
 FO1326  STATE/COUNTY-  NM/BERNALILLO
 FO1326  USGS QUAD   -  ALBUQUERQUE WEST (1990)
 FO1326
 FO1326                         *CURRENT SURVEY CONTROL
 FO1326  ___________________________________________________________________
 FO1326* NAD 83(1992)-  35 03 39.65757(N)    106 38 37.81163(W)     ADJUSTED  
 FO1326* NAVD 88     -      1518.19   (+/-2cm)    4980.9    (feet)  VERTCON   
 FO1326  ___________________________________________________________________
 FO1326  LAPLACE CORR-           6.20  (seconds)                    DEFLEC99
 FO1326  GEOID HEIGHT-         -21.31  (meters)                     GEOID03
 FO1326
 FO1326  HORZ ORDER  -  SECOND
 FO1326  VERT ORDER  -  THIRD ? (See Below)
 FO1326
 FO1326.The horizontal coordinates were established by classical geodetic methods
 FO1326.and adjusted by the National Geodetic Survey in December 1993..
 FO1326
 FO1326.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1326.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1326.The vertical order pertains to the NGVD 29 superseded value.
 FO1326
 FO1326.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1326
 FO1326.The geoid height was determined by GEOID03.
 FO1326
 FO1326;                    North         East     Units Scale Factor Converg.
 FO1326;SPC NM C     -   450,413.645   464,077.585   MT  0.99991590   -0 13 34.5
 FO1326;SPC NM C     - 1,477,732.10  1,522,561.21   sFT  0.99991590   -0 13 34.5
 FO1326;UTM  13      - 3,881,044.988   350,101.576   MT  0.99987693   -0 56 40.1
 FO1326
 FO1326!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1326!SPC NM C     -   0.99976510  x   0.99991590  =   0.99968102
 FO1326!UTM  13      -   0.99976510  x   0.99987693  =   0.99964206
 FO1326
 FO1326:                Primary Azimuth Mark                     Grid Az
 FO1326:SPC NM C     -  I25 30                                   103 56 01.1
 FO1326:UTM  13      -  I25 30                                   104 39 06.7
 FO1326
 FO1326|---------------------------------------------------------------------|
 FO1326| PID    Reference Object                     Distance      Geod. Az  |
 FO1326|                                                           dddmmss.s |
 FO1326| FO1308 I25 30                              APPROX. 0.5 KM 1034226.6 |
 FO1326| FO1328 NM 361 1                            134.285 METERS 26024     |
 FO1326|---------------------------------------------------------------------|
 FO1326
 FO1326                          SUPERSEDED SURVEY CONTROL
 FO1326
 FO1326  NAD 83(1986)-  35 03 39.66305(N)    106 38 37.81281(W) AD(       ) 2
 FO1326  NAD 27      -  35 03 39.49260(N)    106 38 35.72190(W) AD(       ) 2
 FO1326  NGVD 29 (07/19/86) 1517.38   (m)         4978.3    (f) LEVELING    3  
 FO1326
 FO1326.Superseded values are not recommended for survey control.
 FO1326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1326.See file dsdata.txt to determine how the superseded data were derived.
 FO1326
 FO1326_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU5010281045(NAD 83)
 FO1326_MARKER: DD = SURVEY DISK
 FO1326_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FO1326_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FO1326_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO1326+STABILITY: SURFACE MOTION
 FO1326
 FO1326  HISTORY     - Date     Condition        Report By
 FO1326  HISTORY     - 1969     MONUMENTED       NMHD
 FO1326  HISTORY     - 20041221 GOOD             GEOCAC
 FO1326
 FO1326                          STATION DESCRIPTION
 FO1326
 FO1326'DESCRIBED BY NM HIGHWAY DEPT 1969 (SRC)
 FO1326'THE STATION IS LOCATED EAST OF THE INTERSECTION OF MILES ROAD
 FO1326'AND ARNO STREET ON MILES ROAD.
 FO1326'
 FO1326'TO REACH THE STATION FROM THE INTERSECTION OF CENTRAL AND
 FO1326'THE RAILROAD TRACKS (DOWNTOWN ALBUQUERQUE), GO EAST ON CENTRAL
 FO1326'(U.S.-66) FOR 0.15 MILE AND TURN SOUTH ON BROADWAY.  CONTINUE
 FO1326'SOUTH ON BROADWAY FOR 1.55 MILE TO THE INTERSECTION OF BROADWAY
 FO1326'AND MILES ROAD.  GO EAST ON MILES ROAD FOR APPROXIMATELY 0.10
 FO1326'MILE.  THE STATION IS LOCATED IN THE CENTER OF THE MEDIAN
 FO1326'AT THIS POINT.  IT IS APPROXIMATELY 45 FT EAST OF THE
 FO1326'INTERSECTION OF MILES ROAD AND ARNO STREET ON MILES ROAD AND IS
 FO1326'IN THE CENTER OF THE MEDIAN.
 FO1326'
 FO1326'THE MONUMENT IS A STANDARD STATE HIGHWAY COMMISSION DISK STAMPED
 FO1326'STA. G-10, AND IS FLUSH WITH THE GROUND.
 FO1326'
 FO1326'FOR THE INFORMATION TO THE STATIONS I-25-30 AND NM-361-1,
 FO1326'SEE THE TRAVERSE DESCRIPTION SHEETS FOR I-25-30 AND NM-361-1.
 FO1326
 FO1326                          STATION RECOVERY (2004)
 FO1326
 FO1326'RECOVERY NOTE BY GEOCACHING 2004 (BMC)
 FO1326'STATION RECOVERED IN GOOD CONDITION. MILES ST. IS GIBSON ST. AT THIS
 FO1326'POINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0542 ***********************************************************************
 CW0542  DESIGNATION -  G 100
 CW0542  PID         -  CW0542
 CW0542  STATE/COUNTY-  NM/OTERO
 CW0542  USGS QUAD   -  SACRAMENTO (1974)
 CW0542
 CW0542                         *CURRENT SURVEY CONTROL
 CW0542  ___________________________________________________________________
 CW0542* NAD 83(1986)-  32 47 33.     (N)    105 36 35.     (W)     SCALED    
 CW0542* NAVD 88     -      2305.777  (meters)    7564.87   (feet)  ADJUSTED  
 CW0542  ___________________________________________________________________
 CW0542  GEOID HEIGHT-         -20.05  (meters)                     GEOID03
 CW0542  DYNAMIC HT  -        2302.007 (meters)    7552.50  (feet)  COMP
 CW0542  MODELED GRAV-     978,919.1   (mgal)                       NAVD 88
 CW0542
 CW0542  VERT ORDER  -  SECOND    CLASS 0
 CW0542
 CW0542.The horizontal coordinates were scaled from a topographic map and have
 CW0542.an estimated accuracy of +/- 6 seconds.
 CW0542
 CW0542.The orthometric height was determined by differential leveling
 CW0542.and adjusted by the National Geodetic Survey in June 1991..
 CW0542
 CW0542.The geoid height was determined by GEOID03.
 CW0542
 CW0542.The dynamic height is computed by dividing the NAVD 88
 CW0542.geopotential number by the normal gravity value computed on the
 CW0542.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0542.degrees latitude (g = 980.6199 gals.).
 CW0542
 CW0542.The modeled gravity was interpolated from observed gravity values.
 CW0542
 CW0542;                    North         East    Units  Estimated Accuracy
 CW0542;SPC NM C     -   198,920.      559,970.      MT  (+/- 180 meters Scaled)
 CW0542
 CW0542                          SUPERSEDED SURVEY CONTROL
 CW0542
 CW0542  NGVD 29 (??/??/92) 2304.945  (m)         7562.14   (f) ADJ UNCH    2 0
 CW0542
 CW0542.Superseded values are not recommended for survey control.
 CW0542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0542.See file dsdata.txt to determine how the superseded data were derived.
 CW0542
 CW0542_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDS429284(NAD 83)
 CW0542_MARKER: DB = BENCH MARK DISK
 CW0542_SETTING: 66 = SET IN ROCK OUTCROP
 CW0542_SP_SET: ROCK LEDGE
 CW0542_STAMPING: G 100 1934
 CW0542_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CW0542+STABILITY: POSITION/ELEVATION WELL
 CW0542
 CW0542  HISTORY     - Date     Condition        Report By
 CW0542  HISTORY     - 1934     MONUMENTED       CGS
 CW0542  HISTORY     - 1952     GOOD             USGS
 CW0542
 CW0542                          STATION DESCRIPTION
 CW0542
 CW0542'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 CW0542'2.9 MI W FROM SACRAMENTO.
 CW0542'SACRAMENTO POST OFFICE 2.9 MI W. ALONG AUGA CHIQUITA CANYON ROAD.
 CW0542'ABOUT 1720 FT. W. OF JUNCTION OF HAY CANYON ROAD AND AUGA CHIQUITA
 CW0542'ROAD.  191 FT. N. OF CENTERLINE OF AUGA CHIQUITA CANYON ROAD AND 76
 CW0542'FT. E. OF A DRAIN RUNNING S.  STANDARD U.S.G. AND G.S. TABLET SET IN A
 CW0542'ROCK LEDGE NEAR A PILE OF ROCKS STAMPED G 100 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0466 ***********************************************************************
 EQ0466  DESIGNATION -  G 101
 EQ0466  PID         -  EQ0466
 EQ0466  STATE/COUNTY-  NM/SOCORRO
 EQ0466  USGS QUAD   -  TABLE MOUNTAIN (1995)
 EQ0466
 EQ0466                         *CURRENT SURVEY CONTROL
 EQ0466  ___________________________________________________________________
 EQ0466* NAD 83(1986)-  34 23 59.     (N)    107 35 14.     (W)     SCALED    
 EQ0466* NAVD 88     -      1986.858  (meters)    6518.55   (feet)  POSTED    
 EQ0466  ___________________________________________________________________
 EQ0466  GEOID HEIGHT-         -21.22  (meters)                     GEOID03
 EQ0466  DYNAMIC HT  -        1983.880 (meters)    6508.78  (feet)  COMP
 EQ0466  MODELED GRAV-     979,066.7   (mgal)                       NAVD 88
 EQ0466
 EQ0466  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EQ0466
 EQ0466.The horizontal coordinates were scaled from a topographic map and have
 EQ0466.an estimated accuracy of +/- 6 seconds.
 EQ0466
 EQ0466.The orthometric height was determined by differential leveling
 EQ0466.and adjusted by the National Geodetic Survey in 1992..
 EQ0466.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EQ0466.rate of 0.0 thru 1.0 mm/km.
 EQ0466
 EQ0466.The geoid height was determined by GEOID03.
 EQ0466
 EQ0466.The dynamic height is computed by dividing the NAVD 88
 EQ0466.geopotential number by the normal gravity value computed on the
 EQ0466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0466.degrees latitude (g = 980.6199 gals.).
 EQ0466
 EQ0466.The modeled gravity was interpolated from observed gravity values.
 EQ0466
 EQ0466;                    North         East    Units  Estimated Accuracy
 EQ0466;SPC NM C     -   377,800.      377,050.      MT  (+/- 180 meters Scaled)
 EQ0466
 EQ0466                          SUPERSEDED SURVEY CONTROL
 EQ0466
 EQ0466  NGVD 29 (??/??/92) 1985.996  (m)         6515.72   (f) ADJ UNCH    2 0
 EQ0466
 EQ0466.Superseded values are not recommended for survey control.
 EQ0466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0466.See file dsdata.txt to determine how the superseded data were derived.
 EQ0466
 EQ0466_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBU621095(NAD 83)
 EQ0466_MARKER: DB = BENCH MARK DISK
 EQ0466_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EQ0466_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EQ0466_STAMPING: G 101 1935
 EQ0466_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EQ0466+STABILITY: SURFACE MOTION
 EQ0466
 EQ0466  HISTORY     - Date     Condition        Report By
 EQ0466  HISTORY     - 1935     MONUMENTED       CGS
 EQ0466  HISTORY     - 1941     GOOD             NGS
 EQ0466
 EQ0466                          STATION DESCRIPTION
 EQ0466
 EQ0466'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 EQ0466'33.8 MI N FROM MAGDALENA.
 EQ0466'TO REACH BENCH MARK FROM THE POST OFFICE AT MAGDALENA, PROCEED WEST ON
 EQ0466'U. S. HIGHWAY NO. 60, GO 1.7 MILES TO INTERSECTION OF STATE HIGHWAY
 EQ0466'NO. 52.  THENCE, TURN RIGHT (NORTH) ONTO STATE HIGHWAY NO. 52, GO 7.4
 EQ0466'MILES TO END OF GRADED ROAD.  THENCE, CONTINUE NORTHERLY ON TRACK
 EQ0466'ROAD, GO 3.1 MILES TO INTERSECTION OF ROAD TO PUERTECITO. THENCE,
 EQ0466'CONTINUE NORTHERLY, GO 10.0 MILES TO THE CHAVES RANCH BUILDINGS.
 EQ0466'THENCE, PASS RANCH AND CONTINUE WEST-NORTHWEST, GO 4.2 MILES TO A WIND
 EQ0466'MILL AND LARGE STONE TANK.  THENCE, PASS WINDMILL AND GO 0.8 MILE TO
 EQ0466'FORK IN ROAD.  THENCE, TAKE LEFT FORK AND GO 2.5 MILES TO FORK IN
 EQ0466'ROAD.  THENCE, TAKE RIGHT FORK, AND GO 1.7 MILES TO FORK IN ROAD.
 EQ0466'THENCE, TAKE LEFT FORK AND GO 2.4 MILES TO SITE OF BENCH MARK. BENCH
 EQ0466'MARK IS 0.7 MILE SOUTH OF INTERSECTION OF ROAD TO THE MARTIN RANCH,
 EQ0466'INTERSECTION AT THE FOOT OF TABLE TOP MOUNTAIN.  ABOUT 0.1 MILE SOUTH
 EQ0466'OF WHERE ROAD CROSSES A WASH.  44.0 FEET EAST OF AND ABOUT THE SAME
 EQ0466'ELEVATION AS THE CENTERLINE OF THE ROAD.  24.0 FEET WEST OF AN OLD
 EQ0466'ROAD.  3.0 FEET SOUTH OF A 4 X 4 INCH WOODEN MARKER POST. THE MONUMENT
 EQ0466'PROJECTS 0.2 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0402 ***********************************************************************
 EQ0402  DESIGNATION -  G 102
 EQ0402  PID         -  EQ0402
 EQ0402  STATE/COUNTY-  NM/SOCORRO
 EQ0402  USGS QUAD   -  SILVER HILL (1995)
 EQ0402
 EQ0402                         *CURRENT SURVEY CONTROL
 EQ0402  ___________________________________________________________________
 EQ0402* NAD 83(1986)-  34 12 25.     (N)    107 20 48.     (W)     SCALED    
 EQ0402* NAVD 88     -      2078.749  (meters)    6820.03   (feet)  POSTED    
 EQ0402  ___________________________________________________________________
 EQ0402  GEOID HEIGHT-         -21.42  (meters)                     GEOID03
 EQ0402  DYNAMIC HT  -        2075.560 (meters)    6809.57  (feet)  COMP
 EQ0402  MODELED GRAV-     979,027.1   (mgal)                       NAVD 88
 EQ0402
 EQ0402  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EQ0402
 EQ0402.The horizontal coordinates were scaled from a topographic map and have
 EQ0402.an estimated accuracy of +/- 6 seconds.
 EQ0402
 EQ0402.The orthometric height was determined by differential leveling
 EQ0402.and adjusted by the National Geodetic Survey in 1992..
 EQ0402.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EQ0402.rate of 0.0 thru 1.0 mm/km.
 EQ0402
 EQ0402.The geoid height was determined by GEOID03.
 EQ0402
 EQ0402.The dynamic height is computed by dividing the NAVD 88
 EQ0402.geopotential number by the normal gravity value computed on the
 EQ0402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0402.degrees latitude (g = 980.6199 gals.).
 EQ0402
 EQ0402.The modeled gravity was interpolated from observed gravity values.
 EQ0402
 EQ0402;                    North         East    Units  Estimated Accuracy
 EQ0402;SPC NM C     -   356,150.      398,940.      MT  (+/- 180 meters Scaled)
 EQ0402
 EQ0402                          SUPERSEDED SURVEY CONTROL
 EQ0402
 EQ0402  NGVD 29 (??/??/92) 2077.846  (m)         6817.07   (f) ADJ UNCH    2 0
 EQ0402
 EQ0402.Superseded values are not recommended for survey control.
 EQ0402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0402.See file dsdata.txt to determine how the superseded data were derived.
 EQ0402
 EQ0402_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBT837875(NAD 83)
 EQ0402_MARKER: DB = BENCH MARK DISK
 EQ0402_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EQ0402_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EQ0402_STAMPING: G 101 1935
 EQ0402_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EQ0402+STABILITY: SURFACE MOTION
 EQ0402
 EQ0402  HISTORY     - Date     Condition        Report By
 EQ0402  HISTORY     - 1935     MONUMENTED       CGS
 EQ0402  HISTORY     - 1965     GOOD             USGS
 EQ0402
 EQ0402                          STATION DESCRIPTION
 EQ0402
 EQ0402'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 EQ0402'33.4 MI NW FROM MAGDALENA.
 EQ0402'ABOUT 33.4 MI. NORTHWEST OF MAGDALENA ON GRADED ROADS TO MARTIN RANCH,
 EQ0402'0.1 MI. SOUTH OF A DRAIN CROSSING, 61 FT. NORTHEAST OF ROAD AND 3 FT.
 EQ0402'SOUTH OF A WOODEN WITNESS POST.  A STANDARD TABLET SET IN A CONCRETE
 EQ0402'POST PROJECTING 0.1 FT. ABOVE GROUND, AND STAMPED G 101 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0096 ***********************************************************************
 GM0096  DESIGNATION -  G 103 RESET
 GM0096  PID         -  GM0096
 GM0096  STATE/COUNTY-  NM/COLFAX
 GM0096  USGS QUAD   -  INGRAM LAKE (1974)
 GM0096
 GM0096                         *CURRENT SURVEY CONTROL
 GM0096  ___________________________________________________________________
 GM0096* NAD 83(1986)-  36 18 18.     (N)    104 10 08.     (W)     SCALED    
 GM0096* NAVD 88     -      1914.39   (meters)    6280.8    (feet)  RESET     
 GM0096  ___________________________________________________________________
 GM0096  GEOID HEIGHT-         -18.92  (meters)                     GEOID03
 GM0096
 GM0096  VERT ORDER  -  THIRD
 GM0096
 GM0096.The horizontal coordinates were scaled from a topographic map and have
 GM0096.an estimated accuracy of +/- 6 seconds.
 GM0096
 GM0096.The orthometric height was computed from unverified reset data.
 GM0096
 GM0096.The geoid height was determined by GEOID03.
 GM0096
 GM0096;                    North         East    Units  Estimated Accuracy
 GM0096;SPC NM E     -   588,370.      179,770.      MT  (+/- 180 meters Scaled)
 GM0096
 GM0096                          SUPERSEDED SURVEY CONTROL
 GM0096
 GM0096.No superseded survey control is available for this station.
 GM0096
 GM0096_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEA746180(NAD 83)
 GM0096_MARKER: DD = SURVEY DISK
 GM0096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GM0096_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GM0096_STAMPING: G 103 RESET 1961
 GM0096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GM0096+STABILITY: SURFACE MOTION
 GM0096
 GM0096  HISTORY     - Date     Condition        Report By
 GM0096  HISTORY     - 1961     MONUMENTED       NMHD
 GM0096
 GM0096                          STATION DESCRIPTION
 GM0096
 GM0096'DESCRIBED BY NM HIGHWAY DEPT 1961
 GM0096'5.0 MI E FROM ABBOTT.
 GM0096'5.0 MILES EAST ALONG STATE HIGHWAY 58 FROM THE POST OFFICE AT ABBOTT,
 GM0096'AT THE INTERSECTION OF A NORTH-AND-SOUTH SECTION-LINE ROAD, 52 FEET
 GM0096'SOUTH OF THE CENTERLINE OF THE HIGHWAY, STATION 263+00, 135 FEET WEST
 GM0096'OF THE CENTERLINE OF THE DIRT ROAD, 2 FEET FROM A BARBED WIRE FENCE,
 GM0096'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE
 GM0096'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0067 ***********************************************************************
 GN0067  DESIGNATION -  G 104
 GN0067  PID         -  GN0067
 GN0067  STATE/COUNTY-  NM/RIO ARRIBA
 GN0067  USGS QUAD   -  LAS TABLAS (1995)
 GN0067
 GN0067                         *CURRENT SURVEY CONTROL
 GN0067  ___________________________________________________________________
 GN0067* NAD 83(1986)-  36 30 15.     (N)    106 01 20.     (W)     SCALED    
 GN0067* NAVD 88     -      2279.770  (meters)    7479.55   (feet)  ADJUSTED  
 GN0067  ___________________________________________________________________
 GN0067  GEOID HEIGHT-         -17.59  (meters)                     GEOID03
 GN0067  DYNAMIC HT  -        2276.622 (meters)    7469.22  (feet)  COMP
 GN0067  MODELED GRAV-     979,169.2   (mgal)                       NAVD 88
 GN0067
 GN0067  VERT ORDER  -  SECOND    CLASS 0
 GN0067
 GN0067.The horizontal coordinates were scaled from a topographic map and have
 GN0067.an estimated accuracy of +/- 6 seconds.
 GN0067
 GN0067.The orthometric height was determined by differential leveling
 GN0067.and adjusted by the National Geodetic Survey in June 1991..
 GN0067
 GN0067.The geoid height was determined by GEOID03.
 GN0067
 GN0067.The dynamic height is computed by dividing the NAVD 88
 GN0067.geopotential number by the normal gravity value computed on the
 GN0067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GN0067.degrees latitude (g = 980.6199 gals.).
 GN0067
 GN0067.The modeled gravity was interpolated from observed gravity values.
 GN0067
 GN0067;                    North         East    Units  Estimated Accuracy
 GN0067;SPC NM C     -   610,480.      520,400.      MT  (+/- 180 meters Scaled)
 GN0067
 GN0067                          SUPERSEDED SURVEY CONTROL
 GN0067
 GN0067.No superseded survey control is available for this station.
 GN0067
 GN0067_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDA084403(NAD 83)
 GN0067_MARKER: DB = BENCH MARK DISK
 GN0067_SETTING: 66 = SET IN ROCK OUTCROP
 GN0067_SP_SET: SET IN ROCK OUTCROP
 GN0067_STAMPING: C-104 1935
 GN0067_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GN0067+STABILITY: POSITION/ELEVATION WELL
 GN0067
 GN0067  HISTORY     - Date     Condition        Report By
 GN0067  HISTORY     - 1935     MONUMENTED       CGS
 GN0067  HISTORY     - 1963     GOOD             USGS
 GN0067
 GN0067                          STATION DESCRIPTION
 GN0067
 GN0067'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 GN0067'12.6 MI E FROM VALLECITOS.
 GN0067'ABOUT 0.4 MILES NORTH OF THE MAIN JCT. IN VALLECITOS, THENCE ABOUT 6.6
 GN0067'MILES E. ALONG THE JARITA MESA FIRE ROAD TO THE JCT OF A ROAD LEADING
 GN0067'TO PETACA, THENCE ALONG THE PETACA ROAD FOR 5.6 MILES TO A MINE ADIT
 GN0067'ABOUT 1 MILE WEST OF PETACA, ABOUT 300 FT. NORTH OF A 180 DEGREE BEND
 GN0067'IN THE ROAD.  ABOUT 325 FT. EAST OF THE ROAD AND IN A SANDSTONE ROCK
 GN0067'OUTCROP PROJECTING ABOUT 0.4 FT. ABOVE GROUND, A STANDARD DISK STAMPED
 GN0067'G 104 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0024 ***********************************************************************
 FN0024  DESIGNATION -  G 104
 FN0024  PID         -  FN0024
 FN0024  STATE/COUNTY-  NM/MORA
 FN0024  USGS QUAD   -  BEAVER CANYON (1971)
 FN0024
 FN0024                         *CURRENT SURVEY CONTROL
 FN0024  ___________________________________________________________________
 FN0024* NAD 83(1986)-  35 55 31.     (N)    104 22 06.     (W)     SCALED    
 FN0024* NAVD 88     -      1664.891  (meters)    5462.23   (feet)  ADJUSTED  
 FN0024  ___________________________________________________________________
 FN0024  GEOID HEIGHT-         -19.66  (meters)                     GEOID03
 FN0024  DYNAMIC HT  -        1662.791 (meters)    5455.34  (feet)  COMP
 FN0024  MODELED GRAV-     979,312.6   (mgal)                       NAVD 88
 FN0024
 FN0024  VERT ORDER  -  SECOND    CLASS 0
 FN0024
 FN0024.The horizontal coordinates were scaled from a topographic map and have
 FN0024.an estimated accuracy of +/- 6 seconds.
 FN0024
 FN0024.The orthometric height was determined by differential leveling
 FN0024.and adjusted by the National Geodetic Survey in June 1991..
 FN0024
 FN0024.The geoid height was determined by GEOID03.
 FN0024
 FN0024.The dynamic height is computed by dividing the NAVD 88
 FN0024.geopotential number by the normal gravity value computed on the
 FN0024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FN0024.degrees latitude (g = 980.6199 gals.).
 FN0024
 FN0024.The modeled gravity was interpolated from observed gravity values.
 FN0024
 FN0024;                    North         East    Units  Estimated Accuracy
 FN0024;SPC NM E     -   546,230.      161,840.      MT  (+/- 180 meters Scaled)
 FN0024
 FN0024                          SUPERSEDED SURVEY CONTROL
 FN0024
 FN0024  NGVD 29 (??/??/92) 1664.108  (m)         5459.66   (f) ADJ UNCH    2 0
 FN0024
 FN0024.Superseded values are not recommended for survey control.
 FN0024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0024.See file dsdata.txt to determine how the superseded data were derived.
 FN0024
 FN0024_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEV569758(NAD 83)
 FN0024_MARKER: DB = BENCH MARK DISK
 FN0024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FN0024_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FN0024_STAMPING: G 104 1934
 FN0024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FN0024+STABILITY: SURFACE MOTION
 FN0024
 FN0024  HISTORY     - Date     Condition        Report By
 FN0024  HISTORY     - 1934     MONUMENTED       CGS
 FN0024
 FN0024                          STATION DESCRIPTION
 FN0024
 FN0024'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FN0024'14.6 MI W FROM ROY.
 FN0024'IN MORA COUNTY, 14.6 MILES WEST ALONG STATE HIGHWAY 120 FROM THE HIGH
 FN0024'SCHOOL AT ROY, HARDING COUNTY, 285 FEET NORTHWEST OF THREE SMALL CEDAR
 FN0024'TREES, AND 60 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD
 FN0024'DISK, STAMPED G 104 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0025 ***********************************************************************
 FN0025  DESIGNATION -  G 104 RESET
 FN0025  PID         -  FN0025
 FN0025  STATE/COUNTY-  NM/MORA
 FN0025  USGS QUAD   -  BEAVER CANYON (1971)
 FN0025
 FN0025                         *CURRENT SURVEY CONTROL
 FN0025  ___________________________________________________________________
 FN0025* NAD 83(1986)-  35 55 30.     (N)    104 22 05.     (W)     SCALED    
 FN0025* NAVD 88     -      1664.67   (meters)    5461.5    (feet)  RESET     
 FN0025  ___________________________________________________________________
 FN0025  GEOID HEIGHT-         -19.66  (meters)                     GEOID03
 FN0025
 FN0025  VERT ORDER  -  THIRD
 FN0025
 FN0025.The horizontal coordinates were scaled from a topographic map and have
 FN0025.an estimated accuracy of +/- 6 seconds.
 FN0025
 FN0025.The orthometric height was computed from unverified reset data.
 FN0025
 FN0025.The geoid height was determined by GEOID03.
 FN0025
 FN0025;                    North         East    Units  Estimated Accuracy
 FN0025;SPC NM E     -   546,200.      161,870.      MT  (+/- 180 meters Scaled)
 FN0025
 FN0025                          SUPERSEDED SURVEY CONTROL
 FN0025
 FN0025.No superseded survey control is available for this station.
 FN0025
 FN0025_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEV570758(NAD 83)
 FN0025_MARKER: DB = BENCH MARK DISK
 FN0025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FN0025_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FN0025_STAMPING: G-104 RESET 1963
 FN0025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FN0025+STABILITY: SURFACE MOTION
 FN0025
 FN0025  HISTORY     - Date     Condition        Report By
 FN0025  HISTORY     - 1963     MONUMENTED       CGS
 FN0025  HISTORY     - 1971     GOOD             USGS
 FN0025
 FN0025                          STATION DESCRIPTION
 FN0025
 FN0025'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 FN0025'21.9 MI SE FROM WAGON MOUND.
 FN0025'WAGON MOUND HIGH SCHOOL, 21.9 MI. SE ALONG ST. HWY. 120, 101 FT. SW OF
 FN0025'HWY., 15 FT. SE OF A TRACK ROAD.  A STANDARD DISK, STAMPED G-104 RESET
 FN0025'1963 PROJECTING 0.3 FT. ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0056 ***********************************************************************
 GM0056  DESIGNATION -  G 105
 GM0056  PID         -  GM0056
 GM0056  STATE/COUNTY-  NM/HARDING
 GM0056  USGS QUAD   -  KANSAS VALLEY (1974)
 GM0056
 GM0056                         *CURRENT SURVEY CONTROL
 GM0056  ___________________________________________________________________
 GM0056* NAD 83(1986)-  36 02 11.     (N)    104 00 32.     (W)     SCALED    
 GM0056* NAVD 88     -      1733.132  (meters)    5686.12   (feet)  ADJUSTED  
 GM0056  ___________________________________________________________________
 GM0056  GEOID HEIGHT-         -19.72  (meters)                     GEOID03
 GM0056  DYNAMIC HT  -        1730.997 (meters)    5679.11  (feet)  COMP
 GM0056  MODELED GRAV-     979,338.0   (mgal)                       NAVD 88
 GM0056
 GM0056  VERT ORDER  -  SECOND    CLASS 0
 GM0056
 GM0056.The horizontal coordinates were scaled from a topographic map and have
 GM0056.an estimated accuracy of +/- 6 seconds.
 GM0056
 GM0056.The orthometric height was determined by differential leveling
 GM0056.and adjusted by the National Geodetic Survey in June 1991..
 GM0056
 GM0056.The geoid height was determined by GEOID03.
 GM0056
 GM0056.The dynamic height is computed by dividing the NAVD 88
 GM0056.geopotential number by the normal gravity value computed on the
 GM0056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GM0056.degrees latitude (g = 980.6199 gals.).
 GM0056
 GM0056.The modeled gravity was interpolated from observed gravity values.
 GM0056
 GM0056;                    North         East    Units  Estimated Accuracy
 GM0056;SPC NM E     -   558,600.      194,240.      MT  (+/- 180 meters Scaled)
 GM0056
 GM0056                          SUPERSEDED SURVEY CONTROL
 GM0056
 GM0056  NGVD 29 (??/??/92) 1732.372  (m)         5683.62   (f) ADJ UNCH    2 0
 GM0056
 GM0056.Superseded values are not recommended for survey control.
 GM0056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0056.See file dsdata.txt to determine how the superseded data were derived.
 GM0056
 GM0056_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEV892884(NAD 83)
 GM0056_MARKER: DB = BENCH MARK DISK
 GM0056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GM0056_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GM0056_STAMPING: G-105 1934
 GM0056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GM0056+STABILITY: SURFACE MOTION
 GM0056
 GM0056  HISTORY     - Date     Condition        Report By
 GM0056  HISTORY     - 1934     MONUMENTED       CGS
 GM0056  HISTORY     - 1939     GOOD             NGS
 GM0056
 GM0056                          STATION DESCRIPTION
 GM0056
 GM0056'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GM0056'12.0 MI SW FROM YATES.
 GM0056'12.0 MILES SOUTHWEST OF SCHOOL HOUSE AT YATES 2 FEET WEST OF FENCE
 GM0056'LINE.  30 FEET EAST OF CENTERLINE OF STATE HIGHWAY 120, 0.1 MI. NORTH
 GM0056'OF TOP OF A HILL, OPPOSITE A T-ANGLE IN FENCE.
 GM0056
 GM0056                          STATION RECOVERY (1939)
 GM0056
 GM0056'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1939
 GM0056'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0145 ***********************************************************************
 GN0145  DESIGNATION -  G 105
 GN0145  PID         -  GN0145
 GN0145  STATE/COUNTY-  NM/RIO ARRIBA
 GN0145  USGS QUAD   -  VALLE GRANDE PEAK (1995)
 GN0145
 GN0145                         *CURRENT SURVEY CONTROL
 GN0145  ___________________________________________________________________
 GN0145* NAD 83(1986)-  36 27 23.     (N)    106 09 30.     (W)     SCALED    
 GN0145* NAVD 88     -      2471.031  (meters)    8107.04   (feet)  ADJUSTED  
 GN0145  ___________________________________________________________________
 GN0145  GEOID HEIGHT-         -17.66  (meters)                     GEOID03
 GN0145  DYNAMIC HT  -        2467.569 (meters)    8095.68  (feet)  COMP
 GN0145  MODELED GRAV-     979,141.2   (mgal)                       NAVD 88
 GN0145
 GN0145  VERT ORDER  -  SECOND    CLASS 0
 GN0145
 GN0145.The horizontal coordinates were scaled from a topographic map and have
 GN0145.an estimated accuracy of +/- 6 seconds.
 GN0145
 GN0145.The orthometric height was determined by differential leveling
 GN0145.and adjusted by the National Geodetic Survey in June 1991..
 GN0145
 GN0145.The geoid height was determined by GEOID03.
 GN0145
 GN0145.The dynamic height is computed by dividing the NAVD 88
 GN0145.geopotential number by the normal gravity value computed on the
 GN0145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GN0145.degrees latitude (g = 980.6199 gals.).
 GN0145
 GN0145.The modeled gravity was interpolated from observed gravity values.
 GN0145
 GN0145;                    North         East    Units  Estimated Accuracy
 GN0145;SPC NM C     -   605,150.      508,220.      MT  (+/- 180 meters Scaled)
 GN0145
 GN0145                          SUPERSEDED SURVEY CONTROL
 GN0145
 GN0145  NGVD 29 (??/??/92) 2469.790  (m)         8102.97   (f) ADJ UNCH    2 0
 GN0145
 GN0145.Superseded values are not recommended for survey control.
 GN0145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0145.See file dsdata.txt to determine how the superseded data were derived.
 GN0145
 GN0145_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCA962351(NAD 83)
 GN0145_MARKER: DD = SURVEY DISK
 GN0145_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GN0145_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GN0145_STAMPING: G 105 1935
 GN0145_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GN0145+STABILITY: SURFACE MOTION
 GN0145
 GN0145  HISTORY     - Date     Condition        Report By
 GN0145  HISTORY     - 1935     MONUMENTED       USFS
 GN0145  HISTORY     - 1940     GOOD             NGS
 GN0145  HISTORY     - 1984     GOOD             NGS
 GN0145
 GN0145                          STATION DESCRIPTION
 GN0145
 GN0145'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 GN0145'5.3 MI SW FROM VALLECITOS.
 GN0145'5.3 MILES SOUTHWEST OF THE POST OFFICE TO REACH FROM THE POST OFFICE
 GN0145'IN VALLECITOS, PROCEED WEST ALONG STATE HIGHWAY NO. 96, GO 0.9 MILE.
 GN0145'AT JUNCTION OF STATE HIGHWAY NO. 96 AND ROAD TO CANJILON, TURN LEFT
 GN0145'(SOUTHWEST) AND CONTINUE ON STATE HIGHWAY NO. 96 TOWARDS EL RITO, GO
 GN0145'4.4 MILES.  BENCH MARK IS 67 FEET NORTH OF A CURVE.  30 FEET NORTHWEST
 GN0145'OF THE CENTER LINE OF THE HIGHWAY.  6.0 FEET ABOVE THE LEVEL OF THE
 GN0145'HIGHWAY.  MONUMENT PROJECTS 0.2 FOOT.
 GN0145
 GN0145                          STATION RECOVERY (1984)
 GN0145
 GN0145'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GN0145'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0057 ***********************************************************************
 GM0057  DESIGNATION -  G 105 RESET
 GM0057  PID         -  GM0057
 GM0057  STATE/COUNTY-  NM/HARDING
 GM0057  USGS QUAD   -  KANSAS VALLEY (1974)
 GM0057
 GM0057                         *CURRENT SURVEY CONTROL
 GM0057  ___________________________________________________________________
 GM0057* NAD 83(1986)-  36 02 11.     (N)    104 00 32.     (W)     SCALED    
 GM0057* NAVD 88     -      1731.88   (+/-2cm)    5682.0    (feet)  VERTCON   
 GM0057  ___________________________________________________________________
 GM0057  GEOID HEIGHT-         -19.72  (meters)                     GEOID03
 GM0057
 GM0057  VERT ORDER  -  THIRD (See Below)
 GM0057
 GM0057.The horizontal coordinates were scaled from a topographic map and have
 GM0057.an estimated accuracy of +/- 6 seconds.
 GM0057
 GM0057.The NAVD 88 height was computed by applying the VERTCON shift value to
 GM0057.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GM0057.The vertical order pertains to the NGVD 29 superseded value.
 GM0057
 GM0057.The geoid height was determined by GEOID03.
 GM0057
 GM0057;                    North         East    Units  Estimated Accuracy
 GM0057;SPC NM E     -   558,600.      194,240.      MT  (+/- 180 meters Scaled)
 GM0057
 GM0057                          SUPERSEDED SURVEY CONTROL
 GM0057
 GM0057  NGVD 29 (??/??/??) 1731.12   (m)         5679.5    (f) RESET       3  
 GM0057
 GM0057.Superseded values are not recommended for survey control.
 GM0057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0057.See file dsdata.txt to determine how the superseded data were derived.
 GM0057
 GM0057_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEV892884(NAD 83)
 GM0057_MARKER: DB = BENCH MARK DISK
 GM0057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GM0057_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GM0057_STAMPING: G 105 1934 RESET 1960
 GM0057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GM0057+STABILITY: SURFACE MOTION
 GM0057
 GM0057  HISTORY     - Date     Condition        Report By
 GM0057  HISTORY     - 1960     MONUMENTED       CGS
 GM0057
 GM0057                          STATION DESCRIPTION
 GM0057
 GM0057'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GM0057'15.6 MI NE FROM ROY.
 GM0057'15.6 MILES NORTHEAST ALONG STATE HIGHWAY 120 FROM THE HIGH SCHOOL AT
 GM0057'ROY, HARDING COUNTY, 0.1 MILE NORTH OF THE TOP OF A HILL, 74 FEET EAST
 GM0057'OF PROPOSED CENTER OF NEW HIGHWAY, 46 FEET EST OF A FENCE, AND 2 FEET
 GM0057'SOUTH OF A WITNESS POST.  THE DISK IS SET IN THE TOP OF A CONCRETE
 GM0057'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0753 ***********************************************************************
 FM0753  DESIGNATION -  G 108
 FM0753  PID         -  FM0753
 FM0753  STATE/COUNTY-  NM/HARDING
 FM0753  USGS QUAD   -  INDIAN BATHTUB (1973)
 FM0753
 FM0753                         *CURRENT SURVEY CONTROL
 FM0753  ___________________________________________________________________
 FM0753* NAD 83(1986)-  35 49 39.     (N)    103 37 23.     (W)     SCALED    
 FM0753* NAVD 88     -      1352.660  (meters)    4437.85   (feet)  ADJUSTED  
 FM0753  ___________________________________________________________________
 FM0753  GEOID HEIGHT-         -21.42  (meters)                     GEOID03
 FM0753  DYNAMIC HT  -        1351.046 (meters)    4432.56  (feet)  COMP
 FM0753  MODELED GRAV-     979,392.6   (mgal)                       NAVD 88
 FM0753
 FM0753  VERT ORDER  -  SECOND    CLASS 0
 FM0753
 FM0753.The horizontal coordinates were scaled from a topographic map and have
 FM0753.an estimated accuracy of +/- 6 seconds.
 FM0753
 FM0753.The orthometric height was determined by differential leveling
 FM0753.and adjusted by the National Geodetic Survey in June 1991..
 FM0753
 FM0753.The geoid height was determined by GEOID03.
 FM0753
 FM0753.The dynamic height is computed by dividing the NAVD 88
 FM0753.geopotential number by the normal gravity value computed on the
 FM0753.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0753.degrees latitude (g = 980.6199 gals.).
 FM0753
 FM0753.The modeled gravity was interpolated from observed gravity values.
 FM0753
 FM0753;                    North         East    Units  Estimated Accuracy
 FM0753;SPC NM E     -   535,610.      229,180.      MT  (+/- 180 meters Scaled)
 FM0753
 FM0753                          SUPERSEDED SURVEY CONTROL
 FM0753
 FM0753  NGVD 29 (??/??/92) 1352.019  (m)         4435.75   (f) ADJ UNCH    2 0
 FM0753
 FM0753.Superseded values are not recommended for survey control.
 FM0753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0753.See file dsdata.txt to determine how the superseded data were derived.
 FM0753
 FM0753_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFV243656(NAD 83)
 FM0753_MARKER: DB = BENCH MARK DISK
 FM0753_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0753_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0753_STAMPING: G-108 1934
 FM0753_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0753+STABILITY: SURFACE MOTION
 FM0753
 FM0753  HISTORY     - Date     Condition        Report By
 FM0753  HISTORY     - 1934     MONUMENTED       CGS
 FM0753
 FM0753                          STATION DESCRIPTION
 FM0753
 FM0753'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FM0753'10.4 MI W FROM ROSEBUD.
 FM0753'10.4 MILES WEST OF SCHOOL BUILDING AT ROSEBUD 2 FEET WEST OF NORTH AND
 FM0753'SOUTH FENCE LINE.  3 FEET NORTHWEST OF LARGE CEDAR GATE POST.  36 FEET
 FM0753'NORTH OF CENTERLINE OF STATE HIGHWAY 65.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0007 ***********************************************************************
 EP0007  DESIGNATION -  G 109
 EP0007  PID         -  EP0007
 EP0007  STATE/COUNTY-  NM/DE BACA
 EP0007  USGS QUAD   -  COLORADO CANYON (1982)
 EP0007
 EP0007                         *CURRENT SURVEY CONTROL
 EP0007  ___________________________________________________________________
 EP0007* NAD 83(1986)-  34 37 54.     (N)    104 21 44.     (W)     SCALED    
 EP0007* NAVD 88     -      1324.866  (meters)    4346.66   (feet)  ADJUSTED  
 EP0007  ___________________________________________________________________
 EP0007  GEOID HEIGHT-         -23.37  (meters)                     GEOID03
 EP0007  DYNAMIC HT  -        1323.107 (meters)    4340.89  (feet)  COMP
 EP0007  MODELED GRAV-     979,261.4   (mgal)                       NAVD 88
 EP0007
 EP0007  VERT ORDER  -  SECOND    CLASS 0
 EP0007
 EP0007.The horizontal coordinates were scaled from a topographic map and have
 EP0007.an estimated accuracy of +/- 6 seconds.
 EP0007
 EP0007.The orthometric height was determined by differential leveling
 EP0007.and adjusted by the National Geodetic Survey in June 1991..
 EP0007
 EP0007.The geoid height was determined by GEOID03.
 EP0007
 EP0007.The dynamic height is computed by dividing the NAVD 88
 EP0007.geopotential number by the normal gravity value computed on the
 EP0007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EP0007.degrees latitude (g = 980.6199 gals.).
 EP0007
 EP0007.The modeled gravity was interpolated from observed gravity values.
 EP0007
 EP0007;                    North         East    Units  Estimated Accuracy
 EP0007;SPC NM E     -   402,720.      162,350.      MT  (+/- 180 meters Scaled)
 EP0007
 EP0007                          SUPERSEDED SURVEY CONTROL
 EP0007
 EP0007  NGVD 29 (??/??/92) 1324.216  (m)         4344.53   (f) ADJ UNCH    2 0
 EP0007
 EP0007.Superseded values are not recommended for survey control.
 EP0007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EP0007.See file dsdata.txt to determine how the superseded data were derived.
 EP0007
 EP0007_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEU584323(NAD 83)
 EP0007_MARKER: DB = BENCH MARK DISK
 EP0007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EP0007_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EP0007_STAMPING: G-109 1934
 EP0007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EP0007+STABILITY: SURFACE MOTION
 EP0007
 EP0007  HISTORY     - Date     Condition        Report By
 EP0007  HISTORY     - 1934     MONUMENTED       CGS
 EP0007  HISTORY     - 1943     GOOD             NGS
 EP0007
 EP0007                          STATION DESCRIPTION
 EP0007
 EP0007'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EP0007'13.7 MI NW FROM FORT SUMNER.
 EP0007'13.7 MILES NORTHWEST OF A T AND S F RR DEPOT AT FORT SUMNER 0.8 MILE
 EP0007'EAST OF HIGHWAY CROSSING LARGE DRY WASH.  3 FEET ABOVE LEVEL OF
 EP0007'HIGHWAY.  66 FEET SOUTH OF CENTERLINE OF STATE HIGHWAY 20.  NOTE--
 EP0007'LOCATED ON ABANDONED HWY NO. 84.
 EP0007
 EP0007                          STATION RECOVERY (1943)
 EP0007
 EP0007'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1943
 EP0007'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0156 ***********************************************************************
 CW0156  DESIGNATION -  G 11
 CW0156  PID         -  CW0156
 CW0156  STATE/COUNTY-  NM/EDDY
 CW0156  USGS QUAD   -  LOVING (1985)
 CW0156
 CW0156                         *CURRENT SURVEY CONTROL
 CW0156  ___________________________________________________________________
 CW0156* NAD 83(1986)-  32 18 39.     (N)    104 07 10.     (W)     SCALED    
 CW0156* NAVD 88     -       926.658  (meters)    3040.21   (feet)  POSTED    
 CW0156  ___________________________________________________________________
 CW0156  GEOID HEIGHT-         -24.80  (meters)                     GEOID03
 CW0156  DYNAMIC HT  -         925.320 (meters)    3035.82  (feet)  COMP
 CW0156  MODELED GRAV-     979,167.1   (mgal)                       NAVD 88
 CW0156
 CW0156  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 CW0156
 CW0156.The horizontal coordinates were scaled from a topographic map and have
 CW0156.an estimated accuracy of +/- 6 seconds.
 CW0156
 CW0156.The orthometric height was determined by differential leveling
 CW0156.and adjusted by the National Geodetic Survey in 1992..
 CW0156.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 CW0156.rate of 0.0 thru 1.0 mm/km.
 CW0156
 CW0156.The geoid height was determined by GEOID03.
 CW0156
 CW0156.The dynamic height is computed by dividing the NAVD 88
 CW0156.geopotential number by the normal gravity value computed on the
 CW0156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0156.degrees latitude (g = 980.6199 gals.).
 CW0156
 CW0156.The modeled gravity was interpolated from observed gravity values.
 CW0156
 CW0156;                    North         East    Units  Estimated Accuracy
 CW0156;SPC NM E     -   145,350.      185,140.      MT  (+/- 180 meters Scaled)
 CW0156
 CW0156                          SUPERSEDED SURVEY CONTROL
 CW0156
 CW0156.No superseded survey control is available for this station.
 CW0156
 CW0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SER828752(NAD 83)
 CW0156_MARKER: DB = BENCH MARK DISK
 CW0156_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CW0156_SP_SET: MILEPOST
 CW0156_STAMPING: 3038.636 G 11 1916
 CW0156_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CW0156
 CW0156  HISTORY     - Date     Condition        Report By
 CW0156  HISTORY     - 1916     MONUMENTED       CGS
 CW0156  HISTORY     - 1957     MARK NOT FOUND   NGS
 CW0156  HISTORY     - 1977     MARK NOT FOUND   USGS
 CW0156
 CW0156                          STATION DESCRIPTION
 CW0156
 CW0156'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 CW0156'2.3 MI N FROM LOVING.
 CW0156'2.3 MILES NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 CW0156'THE STATION AT LOVING, AT MILEPOST 193, 47.5 FEET SOUTHWEST OF THE
 CW0156'CENTERLINE OF THE TRACK, AND 3.5 FEET NORTHEAST OF THE RIGHT-OF-WAY
 CW0156'FENCE.
 CW0156
 CW0156                          STATION RECOVERY (1977)
 CW0156
 CW0156'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CW0156'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0638 ***********************************************************************
 FM0638  DESIGNATION -  G 112
 FM0638  PID         -  FM0638
 FM0638  STATE/COUNTY-  NM/QUAY
 FM0638  USGS QUAD   -  BEDFORD HILL (1982)
 FM0638
 FM0638                         *CURRENT SURVEY CONTROL
 FM0638  ___________________________________________________________________
 FM0638* NAD 83(1986)-  35 07 02.     (N)    103 26 43.     (W)     SCALED    
 FM0638* NAVD 88     -      1205.330  (meters)    3954.49   (feet)  ADJUSTED  
 FM0638  ___________________________________________________________________
 FM0638  GEOID HEIGHT-         -23.51  (meters)                     GEOID03
 FM0638  DYNAMIC HT  -        1203.836 (meters)    3949.59  (feet)  COMP
 FM0638  MODELED GRAV-     979,353.4   (mgal)                       NAVD 88
 FM0638
 FM0638  VERT ORDER  -  SECOND    CLASS 0
 FM0638
 FM0638.The horizontal coordinates were scaled from a topographic map and have
 FM0638.an estimated accuracy of +/- 6 seconds.
 FM0638
 FM0638.The orthometric height was determined by differential leveling
 FM0638.and adjusted by the National Geodetic Survey in June 1991..
 FM0638
 FM0638.The geoid height was determined by GEOID03.
 FM0638
 FM0638.The dynamic height is computed by dividing the NAVD 88
 FM0638.geopotential number by the normal gravity value computed on the
 FM0638.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0638.degrees latitude (g = 980.6199 gals.).
 FM0638
 FM0638.The modeled gravity was interpolated from observed gravity values.
 FM0638
 FM0638;                    North         East    Units  Estimated Accuracy
 FM0638;SPC NM E     -   456,940.      245,950.      MT  (+/- 180 meters Scaled)
 FM0638
 FM0638                          SUPERSEDED SURVEY CONTROL
 FM0638
 FM0638  NGVD 29 (??/??/92) 1204.747  (m)         3952.57   (f) ADJ UNCH    2 0
 FM0638
 FM0638.Superseded values are not recommended for survey control.
 FM0638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0638.See file dsdata.txt to determine how the superseded data were derived.
 FM0638
 FM0638_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFU416871(NAD 83)
 FM0638_MARKER: DB = BENCH MARK DISK
 FM0638_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0638_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0638_STAMPING: G-112 1934
 FM0638_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0638+STABILITY: SURFACE MOTION
 FM0638
 FM0638  HISTORY     - Date     Condition        Report By
 FM0638  HISTORY     - 1934     MONUMENTED       CGS
 FM0638
 FM0638                          STATION DESCRIPTION
 FM0638
 FM0638'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FM0638'6.8 MI W FROM SAN JON.
 FM0638'6.8 MILES WEST OF ROCK ISLAND RR DEPOT AT SAN JON 225 FEET NORTHEAST
 FM0638'OF MILE POST 857.  5 FEET SOUTH OF FENCE LINE.  95 FEET NORTH OF
 FM0638'CENTERLINE OF ROCK ISLAND RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0165 ***********************************************************************
 EP0165  DESIGNATION -  G 12
 EP0165  PID         -  EP0165
 EP0165  STATE/COUNTY-  NM/GUADALUPE
 EP0165  USGS QUAD   -  PASTURA SE (1978)
 EP0165
 EP0165                         *CURRENT SURVEY CONTROL
 EP0165  ___________________________________________________________________
 EP0165* NAD 83(1986)-  34 50 38.     (N)    104 49 30.     (W)     SCALED    
 EP0165* NAVD 88     -      1549.148  (meters)    5082.50   (feet)  ADJUSTED  
 EP0165  ___________________________________________________________________
 EP0165  GEOID HEIGHT-         -21.87  (meters)                     GEOID03
 EP0165  DYNAMIC HT  -        1547.077 (meters)    5075.70  (feet)  COMP
 EP0165  MODELED GRAV-     979,243.5   (mgal)                       NAVD 88
 EP0165
 EP0165  VERT ORDER  -  FIRST     CLASS II
 EP0165
 EP0165.The horizontal coordinates were scaled from a topographic map and have
 EP0165.an estimated accuracy of +/- 6 seconds.
 EP0165
 EP0165.The orthometric height was determined by differential leveling
 EP0165.and adjusted by the National Geodetic Survey in June 1991..
 EP0165
 EP0165.The geoid height was determined by GEOID03.
 EP0165
 EP0165.The dynamic height is computed by dividing the NAVD 88
 EP0165.geopotential number by the normal gravity value computed on the
 EP0165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EP0165.degrees latitude (g = 980.6199 gals.).
 EP0165
 EP0165.The modeled gravity was interpolated from observed gravity values.
 EP0165
 EP0165;                    North         East    Units  Estimated Accuracy
 EP0165;SPC NM E     -   426,370.      120,040.      MT  (+/- 180 meters Scaled)
 EP0165
 EP0165                          SUPERSEDED SURVEY CONTROL
 EP0165
 EP0165  NGVD 29 (??/??/92) 1548.449  (m)         5080.20   (f) ADJ UNCH    1 2
 EP0165
 EP0165.Superseded values are not recommended for survey control.
 EP0165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EP0165.See file dsdata.txt to determine how the superseded data were derived.
 EP0165
 EP0165_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEU159557(NAD 83)
 EP0165_MARKER: DB = BENCH MARK DISK
 EP0165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EP0165_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EP0165_STAMPING: G 12 1927 5080.203
 EP0165_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EP0165+STABILITY: SURFACE MOTION
 EP0165
 EP0165  HISTORY     - Date     Condition        Report By
 EP0165  HISTORY     - 1927     MONUMENTED       CGS
 EP0165  HISTORY     - 1934     GOOD             NGS
 EP0165
 EP0165                          STATION DESCRIPTION
 EP0165
 EP0165'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 EP0165'7.5 MI NE FROM PASTURA.
 EP0165'ABOUT 7.5 MILES NORTHEAST OF PASTURA, GUADALUPE COUNTY, 275 FEET
 EP0165'NORTHEAST OF BLOCK SIGNAL 15550 WHICH IS AT THE NORTHEAST END OF A
 EP0165'SMALL CUT, 94 FEET SOUTHEAST OF THE CENTER LINE OF THE EAST TRACK.  A
 EP0165'STANDARD DISK STAMPED G 12 1927 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0936 ***********************************************************************
 DS0936  DESIGNATION -  G 122
 DS0936  PID         -  DS0936
 DS0936  STATE/COUNTY-  NM/SOCORRO
 DS0936  USGS QUAD   -  KELLOG WELL (1965)
 DS0936
 DS0936                         *CURRENT SURVEY CONTROL
 DS0936  ___________________________________________________________________
 DS0936* NAD 83(1986)-  33 54 13.     (N)    107 41 49.     (W)     SCALED    
 DS0936* NAVD 88     -      2190.929  (meters)    7188.07   (feet)  ADJUSTED  
 DS0936  ___________________________________________________________________
 DS0936  GEOID HEIGHT-         -21.81  (meters)                     GEOID03
 DS0936  DYNAMIC HT  -        2187.448 (meters)    7176.65  (feet)  COMP
 DS0936  MODELED GRAV-     978,968.9   (mgal)                       NAVD 88
 DS0936
 DS0936  VERT ORDER  -  SECOND    CLASS 0
 DS0936
 DS0936.The horizontal coordinates were scaled from a topographic map and have
 DS0936.an estimated accuracy of +/- 6 seconds.
 DS0936
 DS0936.The orthometric height was determined by differential leveling
 DS0936.and adjusted by the National Geodetic Survey in June 1991..
 DS0936
 DS0936.The geoid height was determined by GEOID03.
 DS0936
 DS0936.The dynamic height is computed by dividing the NAVD 88
 DS0936.geopotential number by the normal gravity value computed on the
 DS0936.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0936.degrees latitude (g = 980.6199 gals.).
 DS0936
 DS0936.The modeled gravity was interpolated from observed gravity values.
 DS0936
 DS0936;                    North         East    Units  Estimated Accuracy
 DS0936;SPC NM C     -   322,910.      366,180.      MT  (+/- 180 meters Scaled)
 DS0936
 DS0936                          SUPERSEDED SURVEY CONTROL
 DS0936
 DS0936  NGVD 29 (??/??/92) 2189.971  (m)         7184.93   (f) ADJ UNCH    2 0
 DS0936
 DS0936.Superseded values are not recommended for survey control.
 DS0936.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0936.See file dsdata.txt to determine how the superseded data were derived.
 DS0936
 DS0936_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBT506547(NAD 83)
 DS0936_MARKER: DB = BENCH MARK DISK
 DS0936_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0936_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0936_STAMPING: G-122 1934
 DS0936_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0936+STABILITY: SURFACE MOTION
 DS0936
 DS0936  HISTORY     - Date     Condition        Report By
 DS0936  HISTORY     - 1934     MONUMENTED       CGS
 DS0936
 DS0936                          STATION DESCRIPTION
 DS0936
 DS0936'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DS0936'15.1 MI E FROM DATIL.
 DS0936'15.1 MI. E. ALONG U.S. NO. 60, AND 13.3 MI. S. ON ROAD TO BEAVERHEAD
 DS0936'18 FT. W. OF THE CENTER LINE OF ROAD, AND 15 FT. S. OF A DRAINAGE
 DS0936'DITCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0065 ***********************************************************************
 DT0065  DESIGNATION -  G 123
 DT0065  PID         -  DT0065
 DT0065  STATE/COUNTY-  NM/CATRON
 DT0065  USGS QUAD   -  SPRING CANYON (1967)
 DT0065
 DT0065                         *CURRENT SURVEY CONTROL
 DT0065  ___________________________________________________________________
 DT0065* NAD 83(1986)-  33 23 56.     (N)    108 06 14.     (W)     SCALED    
 DT0065* NAVD 88     -      2080.953  (meters)    6827.26   (feet)  ADJUSTED  
 DT0065  ___________________________________________________________________
 DT0065  GEOID HEIGHT-         -22.51  (meters)                     GEOID03
 DT0065  DYNAMIC HT  -        2077.611 (meters)    6816.30  (feet)  COMP
 DT0065  MODELED GRAV-     978,956.6   (mgal)                       NAVD 88
 DT0065
 DT0065  VERT ORDER  -  SECOND    CLASS 0
 DT0065
 DT0065.The horizontal coordinates were scaled from a topographic map and have
 DT0065.an estimated accuracy of +/- 6 seconds.
 DT0065
 DT0065.The orthometric height was determined by differential leveling
 DT0065.and adjusted by the National Geodetic Survey in June 1991..
 DT0065
 DT0065.The geoid height was determined by GEOID03.
 DT0065
 DT0065.The dynamic height is computed by dividing the NAVD 88
 DT0065.geopotential number by the normal gravity value computed on the
 DT0065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0065.degrees latitude (g = 980.6199 gals.).
 DT0065
 DT0065.The modeled gravity was interpolated from observed gravity values.
 DT0065
 DT0065;                    North         East    Units  Estimated Accuracy
 DT0065;SPC NM W     -   266,020.      804,830.      MT  (+/- 180 meters Scaled)
 DT0065
 DT0065                          SUPERSEDED SURVEY CONTROL
 DT0065
 DT0065  NGVD 29 (??/??/92) 2080.018  (m)         6824.19   (f) ADJ UNCH    2 0
 DT0065
 DT0065.Superseded values are not recommended for survey control.
 DT0065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0065.See file dsdata.txt to determine how the superseded data were derived.
 DT0065
 DT0065_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYB693992(NAD 83)
 DT0065_MARKER: DB = BENCH MARK DISK
 DT0065_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DT0065_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DT0065_STAMPING: G-123 1934
 DT0065_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DT0065+STABILITY: SURFACE MOTION
 DT0065
 DT0065  HISTORY     - Date     Condition        Report By
 DT0065  HISTORY     - 1934     MONUMENTED       CGS
 DT0065
 DT0065                          STATION DESCRIPTION
 DT0065
 DT0065'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DT0065'4.4 MI S FROM BEAVERHEAD RANGER STATION.
 DT0065'4.4 MI S ON ROAD TO SAN LORENZO.  0.4 MI W OF BEAVER CREEK BRIDGE, 25
 DT0065'FEET N OF THE CENTERLINE OF THE ROAD, ON A SMALL OPEN RIDGE, AND ABOUT
 DT0065'3 FEET HIGHER THAN THE ROAD SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0642 ***********************************************************************
 CW0642  DESIGNATION -  G 1236
 CW0642  PID         -  CW0642
 CW0642  STATE/COUNTY-  NM/EDDY
 CW0642  USGS QUAD   -  GRAPEVINE DRAW (1978)
 CW0642
 CW0642                         *CURRENT SURVEY CONTROL
 CW0642  ___________________________________________________________________
 CW0642* NAD 83(1986)-  32 00 04.     (N)    104 33 42.     (W)     SCALED    
 CW0642* NAVD 88     -      1230.644  (meters)    4037.54   (feet)  ADJUSTED  
 CW0642  ___________________________________________________________________
 CW0642  GEOID HEIGHT-         -23.71  (meters)                     GEOID03
 CW0642  DYNAMIC HT  -        1228.780 (meters)    4031.42  (feet)  COMP
 CW0642  MODELED GRAV-     979,082.6   (mgal)                       NAVD 88
 CW0642
 CW0642  VERT ORDER  -  FIRST     CLASS I
 CW0642
 CW0642.The horizontal coordinates were scaled from a topographic map and have
 CW0642.an estimated accuracy of +/- 6 seconds.
 CW0642
 CW0642.The orthometric height was determined by differential leveling
 CW0642.and adjusted by the National Geodetic Survey in June 1991..
 CW0642
 CW0642.The geoid height was determined by GEOID03.
 CW0642
 CW0642.The dynamic height is computed by dividing the NAVD 88
 CW0642.geopotential number by the normal gravity value computed on the
 CW0642.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0642.degrees latitude (g = 980.6199 gals.).
 CW0642
 CW0642.The modeled gravity was interpolated from observed gravity values.
 CW0642
 CW0642;                    North         East    Units  Estimated Accuracy
 CW0642;SPC NM E     -   111,010.      143,430.      MT  (+/- 180 meters Scaled)
 CW0642
 CW0642                          SUPERSEDED SURVEY CONTROL
 CW0642
 CW0642  NGVD 29 (??/??/92) 1230.081  (m)         4035.69   (f) ADJ UNCH    1 1
 CW0642
 CW0642.Superseded values are not recommended for survey control.
 CW0642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0642.See file dsdata.txt to determine how the superseded data were derived.
 CW0642
 CW0642_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SER414406(NAD 83)
 CW0642_MARKER: DB = BENCH MARK DISK
 CW0642_SETTING: 66 = SET IN ROCK OUTCROP
 CW0642_SP_SET: ROCK LEDGE
 CW0642_STAMPING: G 1236 1977
 CW0642_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CW0642+STABILITY: POSITION/ELEVATION WELL
 CW0642
 CW0642  HISTORY     - Date     Condition        Report By
 CW0642  HISTORY     - 1977     MONUMENTED       NGS
 CW0642
 CW0642                          STATION DESCRIPTION
 CW0642
 CW0642'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CW0642'19.15 MI NE FROM PINE SPRINGS, TX.
 CW0642'17.9 MILES NORTHEAST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE
 CW0642'STATE HIGHWAY MAINTENANCE YARD AT PINE SPRINGS, THENCE 1.25
 CW0642'MILES NORTHWEST ALONG A GRADED DIRT ROAD, 0.1 MILE WEST OF THE
 CW0642'JUNCTION OF ANOTHER DIRT ROAD LEADING NORTH, SET IN THE TOP
 CW0642'OF A ROCK LEDGE, 89 FT. SOUTH OF THE CENTER LINE OF THE ROAD,
 CW0642'258 FT. WEST-SOUTHWEST OF THE SOUTH END OF A 24-INCH CORRAGATED
 CW0642'STEEL PIPE CULVERT BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0088 ***********************************************************************
 CY0088  DESIGNATION -  G 124
 CY0088  PID         -  CY0088
 CY0088  STATE/COUNTY-  NM/GRANT
 CY0088  USGS QUAD   -  ALLIE CANYON (1992)
 CY0088
 CY0088                         *CURRENT SURVEY CONTROL
 CY0088  ___________________________________________________________________
 CY0088* NAD 83(1986)-  32 57 51.     (N)    108 01 52.     (W)     SCALED    
 CY0088* NAVD 88     -      1977.433  (meters)    6487.63   (feet)  ADJUSTED  
 CY0088  ___________________________________________________________________
 CY0088  GEOID HEIGHT-         -22.98  (meters)                     GEOID03
 CY0088  DYNAMIC HT  -        1974.249 (meters)    6477.18  (feet)  COMP
 CY0088  MODELED GRAV-     978,957.1   (mgal)                       NAVD 88
 CY0088
 CY0088  VERT ORDER  -  SECOND    CLASS 0
 CY0088
 CY0088.The horizontal coordinates were scaled from a topographic map and have
 CY0088.an estimated accuracy of +/- 6 seconds.
 CY0088
 CY0088.The orthometric height was determined by differential leveling
 CY0088.and adjusted by the National Geodetic Survey in June 1991..
 CY0088
 CY0088.The geoid height was determined by GEOID03.
 CY0088
 CY0088.The dynamic height is computed by dividing the NAVD 88
 CY0088.geopotential number by the normal gravity value computed on the
 CY0088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0088.degrees latitude (g = 980.6199 gals.).
 CY0088
 CY0088.The modeled gravity was interpolated from observed gravity values.
 CY0088
 CY0088;                    North         East    Units  Estimated Accuracy
 CY0088;SPC NM W     -   217,800.      811,510.      MT  (+/- 180 meters Scaled)
 CY0088
 CY0088                          SUPERSEDED SURVEY CONTROL
 CY0088
 CY0088  NGVD 29 (??/??/92) 1976.499  (m)         6484.56   (f) ADJ UNCH    2 0
 CY0088
 CY0088.Superseded values are not recommended for survey control.
 CY0088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0088.See file dsdata.txt to determine how the superseded data were derived.
 CY0088
 CY0088_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYB775512(NAD 83)
 CY0088_MARKER: DB = BENCH MARK DISK
 CY0088_SETTING: 66 = SET IN ROCK OUTCROP
 CY0088_SP_SET: ROCK OUTCROP
 CY0088_STAMPING: G-124 1934
 CY0088_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CY0088+STABILITY: POSITION/ELEVATION WELL
 CY0088
 CY0088  HISTORY     - Date     Condition        Report By
 CY0088  HISTORY     - 1934     MONUMENTED       CGS
 CY0088
 CY0088                          STATION DESCRIPTION
 CY0088
 CY0088'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CY0088'8.5 MI N FROM MIMBRES.
 CY0088'8.5 MI. N. ALONG ROAD TO BEAVERHEAD.  36 FT. S.E. OF DOUBLE CULVERTS
 CY0088'AND FILL ACROSS WASH, 12 FT. E. OF THE CENTER LINE OF ROAD, AND SET IN
 CY0088'THE N.W. EDGE OF CONGLOMERATE ROCK OUTCROP 3 FT. ABOVE ROAD BED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1069 ***********************************************************************
 CX1069  DESIGNATION -  G 125
 CX1069  PID         -  CX1069
 CX1069  STATE/COUNTY-  NM/LUNA
 CX1069  USGS QUAD   -  SPALDING (1964)
 CX1069
 CX1069                         *CURRENT SURVEY CONTROL
 CX1069  ___________________________________________________________________
 CX1069* NAD 83(1986)-  32 25 30.     (N)    107 53 18.     (W)     SCALED    
 CX1069* NAVD 88     -      1434.619  (meters)    4706.75   (feet)  ADJUSTED  
 CX1069  ___________________________________________________________________
 CX1069  GEOID HEIGHT-         -24.34  (meters)                     GEOID03
 CX1069  DYNAMIC HT  -        1432.424 (meters)    4699.54  (feet)  COMP
 CX1069  MODELED GRAV-     979,059.1   (mgal)                       NAVD 88
 CX1069
 CX1069  VERT ORDER  -  FIRST     CLASS II
 CX1069
 CX1069.The horizontal coordinates were scaled from a topographic map and have
 CX1069.an estimated accuracy of +/- 6 seconds.
 CX1069
 CX1069.The orthometric height was determined by differential leveling
 CX1069.and adjusted by the National Geodetic Survey in June 1991..
 CX1069
 CX1069.The geoid height was determined by GEOID03.
 CX1069
 CX1069.The dynamic height is computed by dividing the NAVD 88
 CX1069.geopotential number by the normal gravity value computed on the
 CX1069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX1069.degrees latitude (g = 980.6199 gals.).
 CX1069
 CX1069.The modeled gravity was interpolated from observed gravity values.
 CX1069
 CX1069;                    North         East    Units  Estimated Accuracy
 CX1069;SPC NM W     -   158,000.      824,830.      MT  (+/- 180 meters Scaled)
 CX1069
 CX1069                          SUPERSEDED SURVEY CONTROL
 CX1069
 CX1069  NGVD 29 (??/??/92) 1433.864  (m)         4704.27   (f) ADJ UNCH    1 2
 CX1069
 CX1069.Superseded values are not recommended for survey control.
 CX1069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1069.See file dsdata.txt to determine how the superseded data were derived.
 CX1069
 CX1069_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBR283912(NAD 83)
 CX1069_MARKER: DB = BENCH MARK DISK
 CX1069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX1069_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CX1069_STAMPING: G-125 1934
 CX1069_PROJECTION: PROJECTING 5 CENTIMETERS
 CX1069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX1069+STABILITY: SURFACE MOTION
 CX1069
 CX1069  HISTORY     - Date     Condition        Report By
 CX1069  HISTORY     - 1934     MONUMENTED       CGS
 CX1069  HISTORY     - 1979     GOOD             NGS
 CX1069
 CX1069                          STATION DESCRIPTION
 CX1069
 CX1069'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CX1069'12.6 MI NW FROM DEMING.
 CX1069'12.6 MI NW ON ROAD TO SILVER CITY AND SAN LORENZO 0.7 MI. N. OF THE
 CX1069'INTERSECTION OF STATE NO. 11 AND THE ROAD TO SAN LORENZO, AND 20 FT.
 CX1069'E. OF THE CENTER LINE OF ROAD.
 CX1069
 CX1069                          STATION RECOVERY (1979)
 CX1069
 CX1069'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CX1069'0.2 KILOMETER (0.1 MILE) EAST ALONG SPRUCE STREET FROM THE POST OFFICE
 CX1069'IN DEMING, THENCE 19.8 KILOMETERS (12.2 MILES) NORTHWEST ALONG U.S.
 CX1069'HIGHWAY 180, THENCE 1.3 KILOMETERS (0.8 MILE) NORTH ALONG A GRAVEL
 CX1069'ROAD (OLD STATE HIGHWAY 61), 0.08 KILOMETER (0.05 MILE) NORTH OF A
 CX1069'DIRT CROSSROAD.  0.7 KILOMETER (0.5 MILE) NORTHEAST OF A RADIO TOWER,
 CX1069'95.1 METERS (312.0 FEET) NORTH OF A DIRT ROAD LEADING EAST TO A
 CX1069'WINDMILL, 88.7 METERS (291.0 FEET) NORTH OF THE NORTH ONE OF SIX POST
 CX1069'BLOCKING THE DIRT ROAD AND 6.1 METERS (20.0 FEET) EAST OF THE CENTER O
 CX1069'THE ROAD.
 CX1069'THE MARK IS 0.6 METERS  N FROM A WITNESS POST.
 CX1069'THE MARK IS 0.6 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0072 ***********************************************************************
 CY0072  DESIGNATION -  G 126
 CY0072  PID         -  CY0072
 CY0072  STATE/COUNTY-  NM/GRANT
 CY0072  USGS QUAD   -  TYRONE (1992)
 CY0072
 CY0072                         *CURRENT SURVEY CONTROL
 CY0072  ___________________________________________________________________
 CY0072* NAD 83(1986)-  32 42 39.     (N)    108 17 47.     (W)     SCALED    
 CY0072* NAVD 88     -      1733.22   (+/-2cm)    5686.4    (feet)  VERTCON   
 CY0072  ___________________________________________________________________
 CY0072  GEOID HEIGHT-         -24.06  (meters)                     GEOID03
 CY0072
 CY0072  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CY0072
 CY0072.The horizontal coordinates were scaled from a topographic map and have
 CY0072.an estimated accuracy of +/- 6 seconds.
 CY0072
 CY0072.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0072.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0072.The vertical order pertains to the NGVD 29 superseded value.
 CY0072
 CY0072.The geoid height was determined by GEOID03.
 CY0072
 CY0072;                    North         East    Units  Estimated Accuracy
 CY0072;SPC NM W     -   189,780.      786,590.      MT  (+/- 180 meters Scaled)
 CY0072
 CY0072                          SUPERSEDED SURVEY CONTROL
 CY0072
 CY0072  NGVD 29 (??/??/92) 1732.298  (m)         5683.38   (f) ADJ UNCH    2 0
 CY0072
 CY0072.Superseded values are not recommended for survey control.
 CY0072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0072.See file dsdata.txt to determine how the superseded data were derived.
 CY0072
 CY0072_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYB534224(NAD 83)
 CY0072_MARKER: DB = BENCH MARK DISK
 CY0072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0072_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0072_STAMPING: G 126 1934
 CY0072_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0072+STABILITY: SURFACE MOTION
 CY0072
 CY0072  HISTORY     - Date     Condition        Report By
 CY0072  HISTORY     - 1934     MONUMENTED       CGS
 CY0072  HISTORY     - 1953     MARK NOT FOUND   NGS
 CY0072
 CY0072                          STATION DESCRIPTION
 CY0072
 CY0072'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CY0072'4.4 MI SW FROM SILVER CITY.
 CY0072'4.4 MILES SOUTHWEST ALONG STATE HIGHWAY 180 FROM THE COURTHOUSE AT
 CY0072'SILVER CITY, GRANT COUNTY, 73 FEET EAST OF THE CENTER LINE OF THE
 CY0072'HIGHWAY, OPPOSITE THE ENTRANCE TO THE WALTER MCGRATH RANCH, 74 FEET
 CY0072'SOUTH OF THE CENTER LINE OF A LARGE WASH, 83 FEET SOUTH OF THE SOUTH
 CY0072'END OF A 13-SPAN CONCRETE CULVERT, ABOUT 55 FEET WEST OF A TELEPHONE
 CY0072'LINE, AND 23 FEET WEST OF A FENCE.  A STANDARD DISK, STAMPED G 126
 CY0072'1934 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- THIS MARK IS
 CY0072'COVERED OVER WITH 8 FEET OF DIRT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1151 ***********************************************************************
 CX1151  DESIGNATION -  G 127
 CX1151  PID         -  CX1151
 CX1151  STATE/COUNTY-  NM/SIERRA
 CX1151  USGS QUAD   -  HILLSBORO PEAK (1985)
 CX1151
 CX1151                         *CURRENT SURVEY CONTROL
 CX1151  ___________________________________________________________________
 CX1151* NAD 83(1986)-  32 54 24.     (N)    107 45 31.     (W)     SCALED    
 CX1151* NAVD 88     -      2333.619  (meters)    7656.22   (feet)  ADJUSTED  
 CX1151  ___________________________________________________________________
 CX1151  GEOID HEIGHT-         -22.86  (meters)                     GEOID03
 CX1151  DYNAMIC HT  -        2329.732 (meters)    7643.46  (feet)  COMP
 CX1151  MODELED GRAV-     978,888.0   (mgal)                       NAVD 88
 CX1151
 CX1151  VERT ORDER  -  SECOND    CLASS 0
 CX1151
 CX1151.The horizontal coordinates were scaled from a topographic map and have
 CX1151.an estimated accuracy of +/- 6 seconds.
 CX1151
 CX1151.The orthometric height was determined by differential leveling
 CX1151.and adjusted by the National Geodetic Survey in June 1991..
 CX1151
 CX1151.The geoid height was determined by GEOID03.
 CX1151
 CX1151.The dynamic height is computed by dividing the NAVD 88
 CX1151.geopotential number by the normal gravity value computed on the
 CX1151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX1151.degrees latitude (g = 980.6199 gals.).
 CX1151
 CX1151.The modeled gravity was interpolated from observed gravity values.
 CX1151
 CX1151;                    North         East    Units  Estimated Accuracy
 CX1151;SPC NM W     -   211,410.      836,990.      MT  (+/- 180 meters Scaled)
 CX1151
 CX1151                          SUPERSEDED SURVEY CONTROL
 CX1151
 CX1151  NGVD 29 (??/??/92) 2332.623  (m)         7652.95   (f) ADJ UNCH    2 0
 CX1151
 CX1151.Superseded values are not recommended for survey control.
 CX1151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1151.See file dsdata.txt to determine how the superseded data were derived.
 CX1151
 CX1151_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBS419443(NAD 83)
 CX1151_MARKER: DB = BENCH MARK DISK
 CX1151_SETTING: 80 = SET IN A BOULDER
 CX1151_STAMPING: G 127 1934
 CX1151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX1151+STABILITY: SURFACE MOTION
 CX1151
 CX1151  HISTORY     - Date     Condition        Report By
 CX1151  HISTORY     - 1934     MONUMENTED       CGS
 CX1151  HISTORY     - 1953     GOOD             NGS
 CX1151
 CX1151                          STATION DESCRIPTION
 CX1151
 CX1151'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CX1151'6.3 MI SW FROM KINGSTON.
 CX1151'0.3 MILE NORTHEAST ALONG A DIRT ROAD FROM THE BLACK MT. LODGE HOTEL AT
 CX1151'KINGSTON, THENCE 6.0 MILES SOUTHWEST ALONG NEW MEXICO STATE HIGHWAY
 CX1151'180, IN THE BOTTOM OF A WOODED DRAW, ON THE OUTSIDE OF A CURVE, 75
 CX1151'FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 42 FEET NORTH OF THE
 CX1151'NORTH HEADWALL OF A CULVERT, 45 FEET NORTHWEST OF A REFERENCE POST,
 CX1151'ABOUT 7 FEET HIGHER THAN THE HIGHWAY, AND SET IN THE TOP OF A 30-INCH
 CX1151'BOULDER PROJECTING 1.8 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0042 ***********************************************************************
 DT0042  DESIGNATION -  G 128
 DT0042  PID         -  DT0042
 DT0042  STATE/COUNTY-  NM/CATRON
 DT0042  USGS QUAD   -  PITCHFORK CANYON (1963)
 DT0042
 DT0042                         *CURRENT SURVEY CONTROL
 DT0042  ___________________________________________________________________
 DT0042* NAD 83(1986)-  33 36 20.     (N)    108 24 24.     (W)     SCALED    
 DT0042* NAVD 88     -      2292.184  (meters)    7520.27   (feet)  ADJUSTED  
 DT0042  ___________________________________________________________________
 DT0042  GEOID HEIGHT-         -22.34  (meters)                     GEOID03
 DT0042  DYNAMIC HT  -        2288.439 (meters)    7507.99  (feet)  COMP
 DT0042  MODELED GRAV-     978,920.5   (mgal)                       NAVD 88
 DT0042
 DT0042  VERT ORDER  -  SECOND    CLASS 0
 DT0042
 DT0042.The horizontal coordinates were scaled from a topographic map and have
 DT0042.an estimated accuracy of +/- 6 seconds.
 DT0042
 DT0042.The orthometric height was determined by differential leveling
 DT0042.and adjusted by the National Geodetic Survey in June 1991..
 DT0042
 DT0042.The geoid height was determined by GEOID03.
 DT0042
 DT0042.The dynamic height is computed by dividing the NAVD 88
 DT0042.geopotential number by the normal gravity value computed on the
 DT0042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0042.degrees latitude (g = 980.6199 gals.).
 DT0042
 DT0042.The modeled gravity was interpolated from observed gravity values.
 DT0042
 DT0042;                    North         East    Units  Estimated Accuracy
 DT0042;SPC NM W     -   289,060.      776,790.      MT  (+/- 180 meters Scaled)
 DT0042
 DT0042                          SUPERSEDED SURVEY CONTROL
 DT0042
 DT0042  NGVD 29 (??/??/92) 2291.144  (m)         7516.86   (f) ADJ UNCH    2 0
 DT0042
 DT0042.Superseded values are not recommended for survey control.
 DT0042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0042.See file dsdata.txt to determine how the superseded data were derived.
 DT0042
 DT0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYC406214(NAD 83)
 DT0042_MARKER: DB = BENCH MARK DISK
 DT0042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DT0042_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DT0042_STAMPING: G 128 1934
 DT0042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DT0042+STABILITY: SURFACE MOTION
 DT0042
 DT0042  HISTORY     - Date     Condition        Report By
 DT0042  HISTORY     - 1934     MONUMENTED       CGS
 DT0042  HISTORY     - 1963     GOOD             USGS
 DT0042
 DT0042                          STATION DESCRIPTION
 DT0042
 DT0042'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 DT0042'22.7 MI NW FROM BEAVERHEAD RANGER STA.
 DT0042'22.7 MILES NORTHWEST ALONG THE MOGOLLON ROAD FROM THE RANGER STATION
 DT0042'AT BEAVERHEAD, CATRON COUNTY, 1000 FEET NORTHEAST OF THE ROAD, 30 FEET
 DT0042'NORTHEAST OF THE OLD ROAD, 125 YARDS SOUTHEAST OF A TWIN PINE TREE,
 DT0042'530 FEET NORTHWEST OF THE OLD ROAD AT A DRAIN CROSSING.  A STANDARD
 DT0042'DISK, STAMPED G 128 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0192 ***********************************************************************
 CY0192  DESIGNATION -  G 129
 CY0192  PID         -  CY0192
 CY0192  STATE/COUNTY-  NM/HIDALGO
 CY0192  USGS QUAD   -  SUMMIT (1964)
 CY0192
 CY0192                         *CURRENT SURVEY CONTROL
 CY0192  ___________________________________________________________________
 CY0192* NAD 83(1986)-  32 27 39.     (N)    108 57 23.     (W)     SCALED    
 CY0192* NAVD 88     -      1283.56   (+/-2cm)    4211.1    (feet)  VERTCON   
 CY0192  ___________________________________________________________________
 CY0192  GEOID HEIGHT-         -25.95  (meters)                     GEOID03
 CY0192
 CY0192  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CY0192
 CY0192.The horizontal coordinates were scaled from a topographic map and have
 CY0192.an estimated accuracy of +/- 6 seconds.
 CY0192
 CY0192.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0192.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0192.The vertical order pertains to the NGVD 29 superseded value.
 CY0192
 CY0192.The geoid height was determined by GEOID03.
 CY0192
 CY0192;                    North         East    Units  Estimated Accuracy
 CY0192;SPC NM W     -   162,520.      724,420.      MT  (+/- 180 meters Scaled)
 CY0192
 CY0192                          SUPERSEDED SURVEY CONTROL
 CY0192
 CY0192  NGVD 29 (??/??/92) 1282.822  (m)         4208.73   (f) ADJ UNCH    2 0
 CY0192
 CY0192.Superseded values are not recommended for survey control.
 CY0192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0192.See file dsdata.txt to determine how the superseded data were derived.
 CY0192
 CY0192_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA920933(NAD 83)
 CY0192_MARKER: DB = BENCH MARK DISK
 CY0192_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0192_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0192_STAMPING: G 129 1934
 CY0192_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0192+STABILITY: SURFACE MOTION
 CY0192
 CY0192  HISTORY     - Date     Condition        Report By
 CY0192  HISTORY     - 1934     MONUMENTED       CGS
 CY0192  HISTORY     - 1953     GOOD             NGS
 CY0192
 CY0192                          STATION DESCRIPTION
 CY0192
 CY0192'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CY0192'16.6 MI NW FROM LORDSBURG.
 CY0192'16.6 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC RAILWAY FROM THE
 CY0192'STATION AT LORDSBURG, 116.0 FEET EAST OF MILEPOST 1163, 48.6 FEET
 CY0192'NORTHEAST OF THE NORTHEAST RAIL OF THE TRACK, 3.0 FEET NORTHEAST OF A
 CY0192'WITNESS POST, ABOUT 3 FEET LOWER THAN THE TRACK, AND SET IN THE TOP OF
 CY0192'A CONCRETE POST PROJECTING 0.9 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0642 ***********************************************************************
 FM0642  DESIGNATION -  G 13
 FM0642  PID         -  FM0642
 FM0642  STATE/COUNTY-  NM/QUAY
 FM0642  USGS QUAD   -  BRISCOE RANCH (1968)
 FM0642
 FM0642                         *CURRENT SURVEY CONTROL
 FM0642  ___________________________________________________________________
 FM0642* NAD 83(1986)-  35 07 16.     (N)    103 52 06.     (W)     SCALED    
 FM0642* NAVD 88     -      1307.762  (meters)    4290.55   (feet)  ADJUSTED  
 FM0642  ___________________________________________________________________
 FM0642  GEOID HEIGHT-         -23.15  (meters)                     GEOID03
 FM0642  DYNAMIC HT  -        1306.100 (meters)    4285.10  (feet)  COMP
 FM0642  MODELED GRAV-     979,318.5   (mgal)                       NAVD 88
 FM0642
 FM0642  VERT ORDER  -  FIRST     CLASS II
 FM0642
 FM0642.The horizontal coordinates were scaled from a topographic map and have
 FM0642.an estimated accuracy of +/- 6 seconds.
 FM0642
 FM0642.The orthometric height was determined by differential leveling
 FM0642.and adjusted by the National Geodetic Survey in June 1991..
 FM0642
 FM0642.The geoid height was determined by GEOID03.
 FM0642
 FM0642.The dynamic height is computed by dividing the NAVD 88
 FM0642.geopotential number by the normal gravity value computed on the
 FM0642.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0642.degrees latitude (g = 980.6199 gals.).
 FM0642
 FM0642.The modeled gravity was interpolated from observed gravity values.
 FM0642
 FM0642;                    North         East    Units  Estimated Accuracy
 FM0642;SPC NM E     -   457,110.      207,380.      MT  (+/- 180 meters Scaled)
 FM0642
 FM0642                          SUPERSEDED SURVEY CONTROL
 FM0642
 FM0642  NGVD 29 (??/??/92) 1307.123  (m)         4288.45   (f) ADJ UNCH    1 2
 FM0642
 FM0642.Superseded values are not recommended for survey control.
 FM0642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0642.See file dsdata.txt to determine how the superseded data were derived.
 FM0642
 FM0642_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFU031870(NAD 83)
 FM0642_MARKER: DB = BENCH MARK DISK
 FM0642_SETTING: 66 = SET IN ROCK OUTCROP
 FM0642_SP_SET: ROCK LEDGE
 FM0642_STAMPING: G 13 1927
 FM0642_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FM0642+STABILITY: POSITION/ELEVATION WELL
 FM0642
 FM0642  HISTORY     - Date     Condition        Report By
 FM0642  HISTORY     - 1927     MONUMENTED       CGS
 FM0642  HISTORY     - 1934     MARK NOT FOUND   NGS
 FM0642
 FM0642                          STATION DESCRIPTION
 FM0642
 FM0642'DESCRIBED BY COAST AND GEODETIC SURVEY 1927
 FM0642'9.0 MI SW FROM TUCUMCARI.
 FM0642'33 FT. SOUTH OF CENTERLINE OF S.P. RY. TRACKS, 320 YARDS WEST OF
 FM0642'RAILWAY BRIDGE NO. 1618A, 200 YARDS EAST OF MILE POST 1618 AND IS SET
 FM0642'IN A ROCK LEDGE ABOUT 4 FT. ABOVE THE LEVEL OF THE TRACK.
 FM0642
 FM0642                          STATION RECOVERY (1934)
 FM0642
 FM0642'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 FM0642'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1318 ***********************************************************************
 FO1318  DESIGNATION -  G 13 S
 FO1318  PID         -  FO1318
 FO1318  STATE/COUNTY-  NM/BERNALILLO
 FO1318  USGS QUAD   -  ALBUQUERQUE WEST (1990)
 FO1318
 FO1318                         *CURRENT SURVEY CONTROL
 FO1318  ___________________________________________________________________
 FO1318* NAD 83(1992)-  35 07 27.36104(N)    106 39 47.50185(W)     ADJUSTED  
 FO1318* NAVD 88     -      1515.9    (meters)    4973.     (feet)  VERTCON   
 FO1318  ___________________________________________________________________
 FO1318  LAPLACE CORR-           4.17  (seconds)                    DEFLEC99
 FO1318  GEOID HEIGHT-         -21.34  (meters)                     GEOID03
 FO1318
 FO1318  HORZ ORDER  -  SECOND
 FO1318
 FO1318.The horizontal coordinates were established by classical geodetic methods
 FO1318.and adjusted by the National Geodetic Survey in December 1993..
 FO1318
 FO1318.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1318.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1318
 FO1318.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1318
 FO1318.The geoid height was determined by GEOID03.
 FO1318
 FO1318;                    North         East     Units Scale Factor Converg.
 FO1318;SPC NM C     -   457,437.355   462,340.958   MT  0.99991747   -0 14 15.8
 FO1318;SPC NM C     - 1,500,775.72  1,516,863.63   sFT  0.99991747   -0 14 15.8
 FO1318;UTM  13      - 3,888,089.673   348,453.259   MT  0.99988305   -0 57 25.6
 FO1318
 FO1318!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1318!SPC NM C     -   0.99976546  x   0.99991747  =   0.99968295
 FO1318!UTM  13      -   0.99976546  x   0.99988305  =   0.99964854
 FO1318
 FO1318:                Primary Azimuth Mark                     Grid Az
 FO1318:SPC NM C     -  ALBUQUERQUE RAD KOAT TALL MAST           198 30 26.9
 FO1318:UTM  13      -  ALBUQUERQUE RAD KOAT TALL MAST           199 13 36.7
 FO1318
 FO1318|---------------------------------------------------------------------|
 FO1318| PID    Reference Object                     Distance      Geod. Az  |
 FO1318|                                                           dddmmss.s |
 FO1318| FO1312 ALBUQUERQUE RAD KOAT TALL MAST      APPROX. 1.6 KM 1981611.1 |
 FO1318|---------------------------------------------------------------------|
 FO1318
 FO1318                          SUPERSEDED SURVEY CONTROL
 FO1318
 FO1318  NAD 83(1986)-  35 07 27.36653(N)    106 39 47.50324(W) AD(       ) 2
 FO1318  NAD 27      -  35 07 27.20445(N)    106 39 45.40846(W) AD(       ) 2
 FO1318  NGVD 29 (07/19/86) 1515.1    (m)         4971.     (f) VERT ANG       
 FO1318
 FO1318.Superseded values are not recommended for survey control.
 FO1318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1318.See file dsdata.txt to determine how the superseded data were derived.
 FO1318
 FO1318_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU4845388090(NAD 83)
 FO1318_MARKER: DD = SURVEY DISK
 FO1318_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FO1318_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FO1318_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO1318+STABILITY: SURFACE MOTION
 FO1318
 FO1318  HISTORY     - Date     Condition        Report By
 FO1318  HISTORY     - 1969     MONUMENTED       NM0030
 FO1318
 FO1318                          STATION DESCRIPTION
 FO1318
 FO1318'DESCRIBED BY CITY OF ALBUQUERQUE NEW MEXICO 1969 (LJU)
 FO1318'STATION IS LOCATED 2.7 MILES N.W. OF DOWNTOWN ALBUQUERQUE,
 FO1318'1.3 MILES NORTH OF INTERSTATE 40, AT APPROXIMATELY THE S.W.
 FO1318'CORNER OF THE VALLEY HIGH SCHOOL GROUNDS.
 FO1318'
 FO1318'TO REACH STATION FROM THE INTERCHANGE AT INTERSTATE 25 AND
 FO1318'CANDELARIA GO WEST ON CANDELARIA RD. FOR 1.2 MILES TO U.S.
 FO1318'HIGHWAY 85, CONTINUE WEST ON CANDELARIA RD. FOR 0.9 MILES TO
 FO1318'TRAFFIC LIGHT AT PEDESTRIAN CROSSING IN FRONT OF THE VALLEY
 FO1318'HIGH SCHOOL, TURN RIGHT, NORTH, INTO WEST PARKING LOT, CONTINUE
 FO1318'NORTH THRU PARKING LOT TO THE SOUTH SIDE OF THE SOUTHERN MOST
 FO1318'BUILDINGS, TURN LEFT, WEST AND FOLLOW FENCE ON SOUTH BOUNDRY OF
 FO1318'SCHOOL GROUND FOR 600 FT. TO THE SOUTH END OF PRACTICE
 FO1318'FOOTBALL AND TRACK FIELD AND STATION.
 FO1318'
 FO1318'STATION MARK IS A BRASS CAP SET IN CONCRETE CYLINDER AND STAMPED
 FO1318'BD. OF ED. G-13-S AND IS LOCATED AT THE SOUTH END OF FOOTBALL
 FO1318'FIELD IN LINE WITH GOAL POSTS, 25 FT NORTH OF SOUTH SCHOOL
 FO1318'BOUNDRY.  MONUMENT IS FLUSH WITH GROUND.
 FO1318'
 FO1318'DOUGLAS IS A STANDARD USC AND GS DISK SET IN CONCRETE CYLINDER
 FO1318'AT THE WEST BOUNDRY OF THE DOUGLAS MAC ARTHUR ELEMENTARY
 FO1318'SCHOOL GROUNDS.  MONUMENT IS LOCATED EAST OF GRANDE DR. AT
 FO1318'THE S.E. CORNER OF CIRCLE DRIVE FOR SCHOOL BUSES.
 FO1318'
 FO1318'WEST LIGHT IS THE RED FLASHING LIGHT ON TOP OF THE WESTERN
 FO1318'MOST OF FOUR RADIO MAST LOCATED AT KQEO RADIO STATION ON
 FO1318'INDIAN SCHOOL RD. 0.9 MILES SOUTH OF STATION.
 FO1318'
 FO1318'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0204 ***********************************************************************
 CY0204  DESIGNATION -  G 130
 CY0204  PID         -  CY0204
 CY0204  STATE/COUNTY-  NM/HIDALGO
 CY0204  USGS QUAD   -  LORDSBURG (1980)
 CY0204
 CY0204                         *CURRENT SURVEY CONTROL
 CY0204  ___________________________________________________________________
 CY0204* NAD 83(1986)-  32 19 34.     (N)    108 41 28.     (W)     SCALED    
 CY0204* NAVD 88     -      1307.638  (meters)    4290.14   (feet)  ADJUSTED  
 CY0204  ___________________________________________________________________
 CY0204  GEOID HEIGHT-         -25.46  (meters)                     GEOID03
 CY0204  DYNAMIC HT  -        1305.689 (meters)    4283.75  (feet)  COMP
 CY0204  MODELED GRAV-     979,102.5   (mgal)                       NAVD 88
 CY0204
 CY0204  VERT ORDER  -  FIRST     CLASS II
 CY0204
 CY0204.This mark is at Lordsburg Airport (LSB)
 CY0204
 CY0204.The horizontal coordinates were scaled from a topographic map and have
 CY0204.an estimated accuracy of +/- 6 seconds.
 CY0204
 CY0204.The orthometric height was determined by differential leveling
 CY0204.and adjusted by the National Geodetic Survey in June 1991..
 CY0204
 CY0204.The geoid height was determined by GEOID03.
 CY0204
 CY0204.The dynamic height is computed by dividing the NAVD 88
 CY0204.geopotential number by the normal gravity value computed on the
 CY0204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0204.degrees latitude (g = 980.6199 gals.).
 CY0204
 CY0204.The modeled gravity was interpolated from observed gravity values.
 CY0204
 CY0204;                    North         East    Units  Estimated Accuracy
 CY0204;SPC NM W     -   147,350.      749,240.      MT  (+/- 180 meters Scaled)
 CY0204
 CY0204                          SUPERSEDED SURVEY CONTROL
 CY0204
 CY0204  NGVD 29 (??/??/92) 1306.902  (m)         4287.73   (f) ADJ UNCH    1 2
 CY0204
 CY0204.Superseded values are not recommended for survey control.
 CY0204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0204.See file dsdata.txt to determine how the superseded data were derived.
 CY0204
 CY0204_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYA173789(NAD 83)
 CY0204_MARKER: DB = BENCH MARK DISK
 CY0204_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0204_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0204_STAMPING: G 130 1934
 CY0204_PROJECTION: PROJECTING 30 CENTIMETERS
 CY0204_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0204+STABILITY: SURFACE MOTION
 CY0204
 CY0204  HISTORY     - Date     Condition        Report By
 CY0204  HISTORY     - 1934     MONUMENTED       CGS
 CY0204  HISTORY     - 1953     GOOD             NGS
 CY0204  HISTORY     - 1979     GOOD             NGS
 CY0204
 CY0204                          STATION DESCRIPTION
 CY0204
 CY0204'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CY0204'2.75 MI SE FROM LORDSBURG.
 CY0204'0.15 MILE EAST ALONG U. S. HIGHWAY 80 FROM THE SOUTHERN PACIFIC
 CY0204'RAILWAY STATION AT LORDSBURG, THENCE 0.6 MILE SOUTH ALONG AN ASPHALT
 CY0204'ROAD, THENCE 2.0 MILES SOUTHEAST ALONG A TRAIL ROAD, 100 FEET
 CY0204'SOUTHEAST OF THE CENTER LINE OF A DRY WASH, 95 FEET NORTHEAST OF THE
 CY0204'CENTER LINE OF THE ABANDONED SOUTHERN PACIFIC RAILWAY GRADE, 19 FEET
 CY0204'SOUTHWEST OF THE CENTER LINE OF THE TRAIL ROAD, 3.0 FEET NORTHWEST OF
 CY0204'A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 CY0204'CONCRETE POST PROJECTING 1.0 FOOT ABOVE THE GROUND.
 CY0204
 CY0204                          STATION RECOVERY (1979)
 CY0204
 CY0204'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CY0204'IN LORDSBURG, AT THE LORDSBURG AIRPORT, 0.8 KILOMETER (0.5 MILE)
 CY0204'WEST ALONG A DIRT ROAD AND FENCE LINE FROM THE SOUTHEASTERN END OF
 CY0204'THE MAIN RUNWAY AND BENCH MARK W 264, 0.2 KILOMETER (0.15 MILE) WEST
 CY0204'OF AERIAL PIPELINE MILE POST 346, 0.1 KILOMETER (0.05 MILE) SOUTHEAST
 CY0204'OF A FENCE T-JUNCTION, LOCATED BETWEEN AN OLD ABANDONED RAILROAD
 CY0204'GRADE AND A LOW BLADED DIRT BERM, 85.3 METERS (280 FEET) SOUTH OF
 CY0204'A CHAIN LINK FENCE GATE, 47.2 METERS (155 FEET) SOUTHWEST OF THE
 CY0204'CENTERLINE OF A DIM TRACK ROAD WHICH IS THE EXTENDED CENTERLINE
 CY0204'OF THE ROAD THROUGH THE GATE AND 24 METERS (79 FEET) NORTHEAST OF
 CY0204'THE CENTERLINE OF THE ABANDONED RAILROAD GRADE.
 CY0204'THE MARK IS 1.8 M BELOW RAILROAD GRADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0226 ***********************************************************************
 CY0226  DESIGNATION -  G 131
 CY0226  PID         -  CY0226
 CY0226  STATE/COUNTY-  NM/HIDALGO
 CY0226  USGS QUAD   -  STEINS (1965)
 CY0226
 CY0226                         *CURRENT SURVEY CONTROL
 CY0226  ___________________________________________________________________
 CY0226* NAD 83(1986)-  32 09 02.     (N)    108 56 40.     (W)     SCALED    
 CY0226* NAVD 88     -      1315.22   (+/-2cm)    4315.0    (feet)  VERTCON   
 CY0226  ___________________________________________________________________
 CY0226  GEOID HEIGHT-         -26.11  (meters)                     GEOID03
 CY0226
 CY0226  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CY0226
 CY0226.The horizontal coordinates were scaled from a topographic map and have
 CY0226.an estimated accuracy of +/- 6 seconds.
 CY0226
 CY0226.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0226.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0226.The vertical order pertains to the NGVD 29 superseded value.
 CY0226
 CY0226.The geoid height was determined by GEOID03.
 CY0226
 CY0226;                    North         East    Units  Estimated Accuracy
 CY0226;SPC NM W     -   128,100.      725,190.      MT  (+/- 180 meters Scaled)
 CY0226
 CY0226                          SUPERSEDED SURVEY CONTROL
 CY0226
 CY0226  NGVD 29 (??/??/92) 1314.432  (m)         4312.43   (f) ADJ UNCH    2 0
 CY0226
 CY0226.Superseded values are not recommended for survey control.
 CY0226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0226.See file dsdata.txt to determine how the superseded data were derived.
 CY0226
 CY0226_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA938589(NAD 83)
 CY0226_MARKER: DB = BENCH MARK DISK
 CY0226_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0226_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0226_STAMPING: G 131 1934
 CY0226_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0226+STABILITY: SURFACE MOTION
 CY0226
 CY0226  HISTORY     - Date     Condition        Report By
 CY0226  HISTORY     - 1934     MONUMENTED       CGS
 CY0226  HISTORY     - 1953     GOOD             NGS
 CY0226
 CY0226                          STATION DESCRIPTION
 CY0226
 CY0226'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CY0226'8.55 MI S FROM STEINS.
 CY0226'0.3 MILE SOUTHEAST ALONG A GRAVELED ROAD FROM THE SOUTHERN PACIFIC
 CY0226'RAILWAY STATION AT STEINS, THENCE 2.3 MILES EAST ALONG NEW MEXICO
 CY0226'STATE HIGHWAY 14, THENCE 5.95 MILES SOUTH ALONG U. S. HIGHWAY 80.  60
 CY0226'FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 13 FEET NORTH OF THE
 CY0226'CENTER LINE OF A GRAVELED ROAD LEADING EAST TO THE FINLEY-WALLER FARM,
 CY0226'3.0 FEET SOUTH OF A WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND
 CY0226'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.7 FOOT ABOVE THE
 CY0226'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CF0005 ***********************************************************************
 CF0005  DESIGNATION -  G 132
 CF0005  PID         -  CF0005
 CF0005  STATE/COUNTY-  NM/GRANT
 CF0005  USGS QUAD   -  PLAYAS PEAK (1982)
 CF0005
 CF0005                         *CURRENT SURVEY CONTROL
 CF0005  ___________________________________________________________________
 CF0005* NAD 83(1986)-  31 57 58.     (N)    108 26 29.     (W)     SCALED    
 CF0005* NAVD 88     -      1431.44   (+/-2cm)    4696.3    (feet)  VERTCON   
 CF0005  ___________________________________________________________________
 CF0005  GEOID HEIGHT-         -25.18  (meters)                     GEOID03
 CF0005
 CF0005  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CF0005
 CF0005.The horizontal coordinates were scaled from a topographic map and have
 CF0005.an estimated accuracy of +/- 6 seconds.
 CF0005
 CF0005.The NAVD 88 height was computed by applying the VERTCON shift value to
 CF0005.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CF0005.The vertical order pertains to the NGVD 29 superseded value.
 CF0005
 CF0005.The geoid height was determined by GEOID03.
 CF0005
 CF0005;                    North         East    Units  Estimated Accuracy
 CF0005;SPC NM W     -   107,270.      772,530.      MT  (+/- 180 meters Scaled)
 CF0005
 CF0005                          SUPERSEDED SURVEY CONTROL
 CF0005
 CF0005  NGVD 29 (??/??/92) 1430.664  (m)         4693.77   (f) ADJ UNCH    2 0
 CF0005
 CF0005.Superseded values are not recommended for survey control.
 CF0005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0005.See file dsdata.txt to determine how the superseded data were derived.
 CF0005
 CF0005_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RYA417395(NAD 83)
 CF0005_MARKER: DB = BENCH MARK DISK
 CF0005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CF0005_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CF0005_STAMPING: G-132 1934
 CF0005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CF0005+STABILITY: SURFACE MOTION
 CF0005
 CF0005  HISTORY     - Date     Condition        Report By
 CF0005  HISTORY     - 1934     MONUMENTED       CGS
 CF0005  HISTORY     - 1935     GOOD             NGS
 CF0005  HISTORY     - 1977     GOOD             USGS
 CF0005
 CF0005                          STATION DESCRIPTION
 CF0005
 CF0005'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 CF0005'8.3 MI W FROM HACHITA.
 CF0005'8.3 MI. W. OF DEPOT ALONG THE S.P.R.R., 105 FT. N. OF SIGN BOARD
 CF0005'VISTA, 2 POLES E. AND 115 FT. N. OF MILE POST NO. 1198, 89 FT. N. OF
 CF0005'THE CENTER LINE OF TRACK, 8 FT. N. OF THE TELEPHONE LINE, AND 1 FT. S.
 CF0005'OF THE FENCE LINE.
 CF0005
 CF0005                          STATION RECOVERY (1977)
 CF0005
 CF0005'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CF0005'THE MARK WAS RECOVERED IN GOOD CONDITION. TO REACH FROM THE
 CF0005'INTERSECTION ON STATE ROUTES 9 AND 81 IN HACHITA GO WEST ON STATE
 CF0005'ROUTE 9 FOR 7.6 MILES TO A POINT WHERE THE ROAD CROSSES THE OLD RAIL
 CF0005'ROAD BED. TURN LEFT ON TO THE OLD RAILROAD BED AND FOLLOW IT WEST FOR
 CF0005'0.4 MILE TO A DIRT SIDE ROAD RIGHT. CONTINUE WESTERLY ON THE OLD RAIL
 CF0005'ROAD GRADE FOR 0.1 MILE TO THE MARK ON THE RIGHT. THE MARK, A
 CF0005'STANDARD BENCH MARK DISK, SET IN THE TOP OF A 10 INCH SQUARE CONCRETE
 CF0005'POST, PROJECTING ABOUT 0.8 FEET AND STAMPED G 132 1934, IS ABOUT 90
 CF0005'FEET NORTH OF THE CENTER OF THE OLD ROAD BED IN THE NORTHERN RIGHT OF
 CF0005'WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0297 ***********************************************************************
 CE0297  DESIGNATION -  G 133
 CE0297  PID         -  CE0297
 CE0297  STATE/COUNTY-  NM/LUNA
 CE0297  USGS QUAD   -  COYOTE HILL (1966)
 CE0297
 CE0297                         *CURRENT SURVEY CONTROL
 CE0297  ___________________________________________________________________
 CE0297* NAD 83(1986)-  31 48 59.     (N)    107 23 20.     (W)     SCALED    
 CE0297* NAVD 88     -      1232.688  (meters)    4044.24   (feet)  ADJUSTED  
 CE0297  ___________________________________________________________________
 CE0297  GEOID HEIGHT-         -24.72  (meters)                     GEOID03
 CE0297  DYNAMIC HT  -        1230.819 (meters)    4038.11  (feet)  COMP
 CE0297  MODELED GRAV-     979,080.2   (mgal)                       NAVD 88
 CE0297
 CE0297  VERT ORDER  -  SECOND    CLASS 0
 CE0297
 CE0297.The horizontal coordinates were scaled from a topographic map and have
 CE0297.an estimated accuracy of +/- 6 seconds.
 CE0297
 CE0297.The orthometric height was determined by differential leveling
 CE0297.and adjusted by the National Geodetic Survey in June 1991..
 CE0297
 CE0297.The geoid height was determined by GEOID03.
 CE0297
 CE0297.The dynamic height is computed by dividing the NAVD 88
 CE0297.geopotential number by the normal gravity value computed on the
 CE0297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0297.degrees latitude (g = 980.6199 gals.).
 CE0297
 CE0297.The modeled gravity was interpolated from observed gravity values.
 CE0297
 CE0297;                    North         East    Units  Estimated Accuracy
 CE0297;SPC NM W     -    90,600.      872,080.      MT  (+/- 180 meters Scaled)
 CE0297
 CE0297                          SUPERSEDED SURVEY CONTROL
 CE0297
 CE0297  NGVD 29 (??/??/92) 1232.118  (m)         4042.37   (f) ADJ UNCH    2 0
 CE0297
 CE0297.Superseded values are not recommended for survey control.
 CE0297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0297.See file dsdata.txt to determine how the superseded data were derived.
 CE0297
 CE0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RBR738225(NAD 83)
 CE0297_MARKER: DB = BENCH MARK DISK
 CE0297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CE0297_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CE0297_STAMPING: G 133 1934
 CE0297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CE0297+STABILITY: SURFACE MOTION
 CE0297
 CE0297  HISTORY     - Date     Condition        Report By
 CE0297  HISTORY     - 1934     MONUMENTED       CGS
 CE0297  HISTORY     - 1953     GOOD             NGS
 CE0297  HISTORY     - 1958     GOOD             DOD
 CE0297
 CE0297                          STATION DESCRIPTION
 CE0297
 CE0297'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CE0297'9.4 MI W FROM MALPAIS.
 CE0297'9.4 MILES WEST ALONG THE SOUTHERN PACIFIC RAILWAY FROM THE STATION AT
 CE0297'MALPAIS, 8 3/4 POLES NORTHEAST OF SIGNAL BLOCK 1265.1, 12 POLES
 CE0297'NORTHEAST OF MILEPOST 1264, 86 FEET EAST OF THE EAST RAIL OF THE
 CE0297'TRACK, 30 FEET EAST OF A ROW OF POLES, 63 FEET SOUTH OF A TELEGRAPH
 CE0297'POLE, 11.0 FEET WEST OF THE EAST RIGHT-OF-WAY FENCE, 1.0 FOOT EAST OF
 CE0297'A REFERENCE POST, AT THE FOOT OF A SAND HILL, AND SET IN THE TOP OF A
 CE0297'CONCRETE POST PROJECTING 1.0 FOOT ABOVE THE GROUND.
 CE0297
 CE0297                          STATION RECOVERY (1958)
 CE0297
 CE0297'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1958
 CE0297'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1096 ***********************************************************************
 CX1096  DESIGNATION -  G 134
 CX1096  PID         -  CX1096
 CX1096  STATE/COUNTY-  NM/LUNA
 CX1096  USGS QUAD   -  CARNE (1965)
 CX1096
 CX1096                         *CURRENT SURVEY CONTROL
 CX1096  ___________________________________________________________________
 CX1096* NAD 83(1986)-  32 17 14.     (N)    107 34 15.     (W)     SCALED    
 CX1096* NAVD 88     -      1276.801  (meters)    4188.97   (feet)  ADJUSTED  
 CX1096  ___________________________________________________________________
 CX1096  GEOID HEIGHT-         -24.38  (meters)                     GEOID03
 CX1096  DYNAMIC HT  -        1274.892 (meters)    4182.71  (feet)  COMP
 CX1096  MODELED GRAV-     979,099.5   (mgal)                       NAVD 88
 CX1096
 CX1096  VERT ORDER  -  SECOND    CLASS 0
 CX1096
 CX1096.The horizontal coordinates were scaled from a topographic map and have
 CX1096.an estimated accuracy of +/- 6 seconds.
 CX1096
 CX1096.The orthometric height was determined by differential leveling
 CX1096.and adjusted by the National Geodetic Survey in June 1991..
 CX1096
 CX1096.The geoid height was determined by GEOID03.
 CX1096
 CX1096.The dynamic height is computed by dividing the NAVD 88
 CX1096.geopotential number by the normal gravity value computed on the
 CX1096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX1096.degrees latitude (g = 980.6199 gals.).
 CX1096
 CX1096.The modeled gravity was interpolated from observed gravity values.
 CX1096
 CX1096;                    North         East    Units  Estimated Accuracy
 CX1096;SPC NM W     -   142,750.      854,730.      MT  (+/- 180 meters Scaled)
 CX1096
 CX1096                          SUPERSEDED SURVEY CONTROL
 CX1096
 CX1096  NGVD 29 (??/??/92) 1276.164  (m)         4186.88   (f) ADJ UNCH    2 0
 CX1096
 CX1096.Superseded values are not recommended for survey control.
 CX1096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1096.See file dsdata.txt to determine how the superseded data were derived.
 CX1096
 CX1096_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBR578751(NAD 83)
 CX1096_MARKER: DB = BENCH MARK DISK
 CX1096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX1096_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CX1096_STAMPING: G 134 1934
 CX1096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX1096+STABILITY: SURFACE MOTION
 CX1096
 CX1096  HISTORY     - Date     Condition        Report By
 CX1096  HISTORY     - 1934     MONUMENTED       CGS
 CX1096  HISTORY     - 1953     GOOD             NGS
 CX1096  HISTORY     - 1967     GOOD             NGS
 CX1096
 CX1096                          STATION DESCRIPTION
 CX1096
 CX1096'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CX1096'11.0 MI E FROM DEMING.
 CX1096'11.0 MILES EAST ALONG THE SOUTHERN PACIFIC RAILWAY FROM THE STATION AT
 CX1096'DEMING, 0.15 MILE WEST OF THE SECTION HOUSE CARNE SIDING, 195.5 FEET
 CX1096'SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK, 174 FEET SOUTH OF TRESTLE
 CX1096'1219.02, 150.6 FEET SOUTH OF MILEPOST 1219, 2.0 FEET NORTH OF THE
 CX1096'SOUTH RIGHT-OF-WAY FENCE,1.0 FOOT EAST OF A REFERENCE POST, AND SET IN
 CX1096'THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
 CX1096
 CX1096                          STATION RECOVERY (1967)
 CX1096
 CX1096'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 CX1096'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0073 ***********************************************************************
 EQ0073  DESIGNATION -  G 135
 EQ0073  PID         -  EQ0073
 EQ0073  STATE/COUNTY-  NM/BERNALILLO
 EQ0073  USGS QUAD   -  ESCABOSA (1995)
 EQ0073
 EQ0073                         *CURRENT SURVEY CONTROL
 EQ0073  ___________________________________________________________________
 EQ0073* NAD 83(1986)-  34 54 04.     (N)    106 15 47.     (W)     SCALED    
 EQ0073* NAVD 88     -      2170.317  (meters)    7120.45   (feet)  ADJUSTED  
 EQ0073  ___________________________________________________________________
 EQ0073  GEOID HEIGHT-         -19.39  (meters)                     GEOID03
 EQ0073  DYNAMIC HT  -        2167.205 (meters)    7110.24  (feet)  COMP
 EQ0073  MODELED GRAV-     979,121.7   (mgal)                       NAVD 88
 EQ0073
 EQ0073  VERT ORDER  -  SECOND    CLASS 0
 EQ0073
 EQ0073.The horizontal coordinates were scaled from a topographic map and have
 EQ0073.an estimated accuracy of +/- 6 seconds.
 EQ0073
 EQ0073.The orthometric height was determined by differential leveling
 EQ0073.and adjusted by the National Geodetic Survey in June 1991..
 EQ0073
 EQ0073.The geoid height was determined by GEOID03.
 EQ0073
 EQ0073.The dynamic height is computed by dividing the NAVD 88
 EQ0073.geopotential number by the normal gravity value computed on the
 EQ0073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0073.degrees latitude (g = 980.6199 gals.).
 EQ0073
 EQ0073.The modeled gravity was interpolated from observed gravity values.
 EQ0073
 EQ0073;                    North         East    Units  Estimated Accuracy
 EQ0073;SPC NM C     -   432,610.      498,810.      MT  (+/- 180 meters Scaled)
 EQ0073
 EQ0073                          SUPERSEDED SURVEY CONTROL
 EQ0073
 EQ0073  NGVD 29 (??/??/92) 2169.418  (m)         7117.50   (f) ADJ UNCH    2 0
 EQ0073
 EQ0073.Superseded values are not recommended for survey control.
 EQ0073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0073.See file dsdata.txt to determine how the superseded data were derived.
 EQ0073
 EQ0073_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU846628(NAD 83)
 EQ0073_MARKER: DD = SURVEY DISK
 EQ0073_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EQ0073_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EQ0073_STAMPING: G 135, 1934
 EQ0073_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EQ0073+STABILITY: SURFACE MOTION
 EQ0073
 EQ0073  HISTORY     - Date     Condition        Report By
 EQ0073  HISTORY     - 1934     MONUMENTED       USFS
 EQ0073  HISTORY     - 1935     GOOD             NGS
 EQ0073
 EQ0073                          STATION DESCRIPTION
 EQ0073
 EQ0073'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 EQ0073'2.0 MI N FROM CHILILI.
 EQ0073'2.0 MI. N. OF CHURCH ALONG ROAD TO ESCABOSA ABOUT 125 FT. E. OF A
 EQ0073'KNOLL, ABOUT 32 FT. N. OF THE CENTER LINE OF THE ROAD AND ABOUT 25 FT.
 EQ0073'E. OF 24 INCH PINE TREE NEAR EDGE OF ROAD AT CURVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0386 ***********************************************************************
 FN0386  DESIGNATION -  G 136
 FN0386  PID         -  FN0386
 FN0386  STATE/COUNTY-  NM/SAN MIGUEL
 FN0386  USGS QUAD   -  ROSILLA PEAK (1961)
 FN0386
 FN0386                         *CURRENT SURVEY CONTROL
 FN0386  ___________________________________________________________________
 FN0386* NAD 83(1986)-  35 40 16.     (N)    105 41 22.     (W)     SCALED    
 FN0386* NAVD 88     -      2236.541  (meters)    7337.72   (feet)  ADJUSTED  
 FN0386  ___________________________________________________________________
 FN0386  GEOID HEIGHT-         -17.39  (meters)                     GEOID03
 FN0386  DYNAMIC HT  -        2233.397 (meters)    7327.40  (feet)  COMP
 FN0386  MODELED GRAV-     979,146.7   (mgal)                       NAVD 88
 FN0386
 FN0386  VERT ORDER  -  SECOND    CLASS 0
 FN0386
 FN0386.The horizontal coordinates were scaled from a topographic map and have
 FN0386.an estimated accuracy of +/- 6 seconds.
 FN0386
 FN0386.The orthometric height was determined by differential leveling
 FN0386.and adjusted by the National Geodetic Survey in June 1991..
 FN0386
 FN0386.The geoid height was determined by GEOID03.
 FN0386
 FN0386.The dynamic height is computed by dividing the NAVD 88
 FN0386.geopotential number by the normal gravity value computed on the
 FN0386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FN0386.degrees latitude (g = 980.6199 gals.).
 FN0386
 FN0386.The modeled gravity was interpolated from observed gravity values.
 FN0386
 FN0386;                    North         East    Units  Estimated Accuracy
 FN0386;SPC NM E     -   518,880.       42,230.      MT  (+/- 180 meters Scaled)
 FN0386
 FN0386                          SUPERSEDED SURVEY CONTROL
 FN0386
 FN0386  NGVD 29 (??/??/92) 2235.488  (m)         7334.26   (f) ADJ UNCH    2 0
 FN0386
 FN0386.Superseded values are not recommended for survey control.
 FN0386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0386.See file dsdata.txt to determine how the superseded data were derived.
 FN0386
 FN0386_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV376476(NAD 83)
 FN0386_MARKER: DD = SURVEY DISK
 FN0386_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FN0386_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FN0386_STAMPING: G-136 1934
 FN0386_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FN0386+STABILITY: SURFACE MOTION
 FN0386
 FN0386  HISTORY     - Date     Condition        Report By
 FN0386  HISTORY     - 1934     MONUMENTED       USFS
 FN0386  HISTORY     - 1935     GOOD             NGS
 FN0386
 FN0386                          STATION DESCRIPTION
 FN0386
 FN0386'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FN0386'6.3 MI N FROM VALLEY RANCH POST OFFICE.
 FN0386'6.3 MI N ALONG STATE HWY NO. 63 200 YDS. W. OF A MEXICAN HOUSE, 30 FT.
 FN0386'E. OF THE CENTER LINE OF HWY., AND 4 FT. E. OF R.O.W. FENCE LINE,
 FN0386'ABOUT 285 FT N OF A GATE ON THE EAST SIDE OF THE ROAD, 100 FT N OF A
 FN0386'FENCE CORNER, AND 60 FT E OF A TELEPHONE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0506 ***********************************************************************
 FO0506  DESIGNATION -  G 137
 FO0506  PID         -  FO0506
 FO0506  STATE/COUNTY-  NM/SANDOVAL
 FO0506  USGS QUAD   -  RANCHO DEL CHAPARRAL (1970)
 FO0506
 FO0506                         *CURRENT SURVEY CONTROL
 FO0506  ___________________________________________________________________
 FO0506* NAD 83(1986)-  35 56 29.     (N)    106 46 57.     (W)     SCALED    
 FO0506* NAVD 88     -      2428.530  (meters)    7967.60   (feet)  ADJUSTED  
 FO0506  ___________________________________________________________________
 FO0506  GEOID HEIGHT-         -18.64  (meters)                     GEOID03
 FO0506  DYNAMIC HT  -        2425.058 (meters)    7956.21  (feet)  COMP
 FO0506  MODELED GRAV-     979,114.9   (mgal)                       NAVD 88
 FO0506
 FO0506  VERT ORDER  -  SECOND    CLASS 0
 FO0506
 FO0506.The horizontal coordinates were scaled from a topographic map and have
 FO0506.an estimated accuracy of +/- 6 seconds.
 FO0506
 FO0506.The orthometric height was determined by differential leveling
 FO0506.and adjusted by the National Geodetic Survey in June 1991..
 FO0506
 FO0506.The geoid height was determined by GEOID03.
 FO0506
 FO0506.The dynamic height is computed by dividing the NAVD 88
 FO0506.geopotential number by the normal gravity value computed on the
 FO0506.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0506.degrees latitude (g = 980.6199 gals.).
 FO0506
 FO0506.The modeled gravity was interpolated from observed gravity values.
 FO0506
 FO0506;                    North         East    Units  Estimated Accuracy
 FO0506;SPC NM C     -   548,140.      451,960.      MT  (+/- 180 meters Scaled)
 FO0506
 FO0506                          SUPERSEDED SURVEY CONTROL
 FO0506
 FO0506  NGVD 29 (??/??/92) 2427.429  (m)         7963.99   (f) ADJ UNCH    2 0
 FO0506
 FO0506.Superseded values are not recommended for survey control.
 FO0506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0506.See file dsdata.txt to determine how the superseded data were derived.
 FO0506
 FO0506_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV392789(NAD 83)
 FO0506_MARKER: DB = BENCH MARK DISK
 FO0506_SETTING: 80 = SET IN A BOULDER
 FO0506_SP_SET: BOULDER
 FO0506_STAMPING: G 137 1934
 FO0506_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO0506+STABILITY: SURFACE MOTION
 FO0506
 FO0506  HISTORY     - Date     Condition        Report By
 FO0506  HISTORY     - 1934     MONUMENTED       CGS
 FO0506  HISTORY     - 1941     GOOD             NGS
 FO0506
 FO0506                          STATION DESCRIPTION
 FO0506
 FO0506'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 FO0506'27.60 MI NW FROM JEMEZ SPRINGS.
 FO0506'TO REACH BENCH MARK FROM THE JEMEZ SPRINGS RANGER STATION, GO 8.0
 FO0506'MILES NORTH ALONG STATE HIGHWAY NO. 4 TO JUNCTION OF STATE HIGHWAY NO.
 FO0506'126.  THENCE, TURN LEFT (WEST), GO 8.05 MILES NORTHWESTERLY TO THE
 FO0506'JUNCTION OF STATE HIGHWAY NO. 4 AND CAMP PORTER ROAD.  THENCE, TURN
 FO0506'RIGHT GO 11.55 MILES NORTHWESTERLY TO SITE OF BENCH MARK.  BENCH MARK
 FO0506'IS ON THE INSIDE OF A CURVE AT THE BASE OF A STEEP INCLINE. 120.0 FEET
 FO0506'NORTH OF A CREEK BANK.  60.0 FEET NORTHWEST OF THE OLD INTERSECTION OF
 FO0506'STATE HIGHWAY NO. 126 AND THE ROAD LEADING TO SENORITO. 20.0 FEET
 FO0506'NORTH OF AND APPROXIMATELY 7.0 FEET ABOVE THE CENTERLINE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0439 ***********************************************************************
 GM0439  DESIGNATION -  G 138
 GM0439  PID         -  GM0439
 GM0439  STATE/COUNTY-  NM/RIO ARRIBA
 GM0439  USGS QUAD   -  TRUCHAS (1995)
 GM0439
 GM0439                         *CURRENT SURVEY CONTROL
 GM0439  ___________________________________________________________________
 GM0439* NAD 83(1986)-  36 02 20.     (N)    105 50 23.     (W)     SCALED    
 GM0439* NAVD 88     -      2369.996  (meters)    7775.56   (feet)  ADJUSTED  
 GM0439  ___________________________________________________________________
 GM0439  GEOID HEIGHT-         -17.66  (meters)                     GEOID03
 GM0439  DYNAMIC HT  -        2366.673 (meters)    7764.66  (feet)  COMP
 GM0439  MODELED GRAV-     979,144.5   (mgal)                       NAVD 88
 GM0439
 GM0439  VERT ORDER  -  SECOND    CLASS 0
 GM0439
 GM0439.The horizontal coordinates were scaled from a topographic map and have
 GM0439.an estimated accuracy of +/- 6 seconds.
 GM0439
 GM0439.The orthometric height was determined by differential leveling
 GM0439.and adjusted by the National Geodetic Survey in June 1991..
 GM0439
 GM0439.The geoid height was determined by GEOID03.
 GM0439
 GM0439.The dynamic height is computed by dividing the NAVD 88
 GM0439.geopotential number by the normal gravity value computed on the
 GM0439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GM0439.degrees latitude (g = 980.6199 gals.).
 GM0439
 GM0439.The modeled gravity was interpolated from observed gravity values.
 GM0439
 GM0439;                    North         East    Units  Estimated Accuracy
 GM0439;SPC NM C     -   558,910.      536,970.      MT  (+/- 180 meters Scaled)
 GM0439
 GM0439                          SUPERSEDED SURVEY CONTROL
 GM0439
 GM0439  NGVD 29 (??/??/92) 2368.886  (m)         7771.92   (f) ADJ UNCH    2 0
 GM0439
 GM0439.Superseded values are not recommended for survey control.
 GM0439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0439.See file dsdata.txt to determine how the superseded data were derived.
 GM0439
 GM0439_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV243885(NAD 83)
 GM0439_MARKER: DB = BENCH MARK DISK
 GM0439_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GM0439_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GM0439_STAMPING: G 138 1934
 GM0439_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GM0439+STABILITY: SURFACE MOTION
 GM0439
 GM0439  HISTORY     - Date     Condition        Report By
 GM0439  HISTORY     - 1934     MONUMENTED       CGS
 GM0439  HISTORY     - 1940     GOOD             NGS
 GM0439  HISTORY     - 1984     MARK NOT FOUND   NGS
 GM0439
 GM0439                          STATION DESCRIPTION
 GM0439
 GM0439'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 GM0439'1.7 MI SW FROM TRUCHAS.
 GM0439'TO REACH FROM TRUCHAS, PROCEED SOUTHWESTERLY ALONG ROAD TOWARDS
 GM0439'CHIMAYO, GO 1.7 MILES.  BENCH MARK IS AT THE TOP OF A LONG GRADE.  20
 GM0439'FEET WEST OF CENTER LINE OF THE ROAD.  2.0 FEET SOUTH OF A 4 X 4 INCH
 GM0439'WHITE WOODEN POST PROJECTING 2.0 FEET.  MONUMENT PROJECTS 0.3 FOOT.
 GM0439
 GM0439                          STATION RECOVERY (1984)
 GM0439
 GM0439'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GM0439'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0026 ***********************************************************************
 GN0026  DESIGNATION -  G 139
 GN0026  PID         -  GN0026
 GN0026  STATE/COUNTY-  NM/RIO ARRIBA
 GN0026  USGS QUAD   -  BROKE OFF MOUNTAIN (1995)
 GN0026
 GN0026                         *CURRENT SURVEY CONTROL
 GN0026  ___________________________________________________________________
 GN0026* NAD 83(1986)-  36 46 08.     (N)    106 07 47.     (W)     SCALED    
 GN0026* NAVD 88     -      2818.065  (meters)    9245.60   (feet)  ADJUSTED  
 GN0026  ___________________________________________________________________
 GN0026  GEOID HEIGHT-         -16.46  (meters)                     GEOID03
 GN0026  DYNAMIC HT  -        2813.991 (meters)    9232.24  (feet)  COMP
 GN0026  MODELED GRAV-     979,082.6   (mgal)                       NAVD 88
 GN0026
 GN0026  VERT ORDER  -  SECOND    CLASS 0
 GN0026
 GN0026.The horizontal coordinates were scaled from a topographic map and have
 GN0026.an estimated accuracy of +/- 6 seconds.
 GN0026
 GN0026.The orthometric height was determined by differential leveling
 GN0026.and adjusted by the National Geodetic Survey in June 1991..
 GN0026
 GN0026.The geoid height was determined by GEOID03.
 GN0026
 GN0026.The dynamic height is computed by dividing the NAVD 88
 GN0026.geopotential number by the normal gravity value computed on the
 GN0026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GN0026.degrees latitude (g = 980.6199 gals.).
 GN0026
 GN0026.The modeled gravity was interpolated from observed gravity values.
 GN0026
 GN0026;                    North         East    Units  Estimated Accuracy
 GN0026;SPC NM C     -   639,830.      510,740.      MT  (+/- 180 meters Scaled)
 GN0026
 GN0026                          SUPERSEDED SURVEY CONTROL
 GN0026
 GN0026.No superseded survey control is available for this station.
 GN0026
 GN0026_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCA991698(NAD 83)
 GN0026_MARKER: DD = SURVEY DISK
 GN0026_SETTING: 80 = SET IN A BOULDER
 GN0026_STAMPING: G 139 1935
 GN0026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GN0026+STABILITY: SURFACE MOTION
 GN0026
 GN0026  HISTORY     - Date     Condition        Report By
 GN0026  HISTORY     - 1935     MONUMENTED       USFS
 GN0026  HISTORY     - 1940     GOOD             NGS
 GN0026
 GN0026                          STATION DESCRIPTION
 GN0026
 GN0026'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 GN0026'19.6 MI NW FROM NO AGUA.
 GN0026'19.6 MILES NORTHWEST OF RAILROAD STATION IN NO AGUA TO REACH FROM THE
 GN0026'DENVER AND RIO GRANDE WESTERN RAILROAD STATION IN NO AGUA, PROCEED
 GN0026'NORTH ON STATE HIGHWAY NO. 74, GO 3.6 MILES.  TURN LEFT (WEST) ONTO
 GN0026'ROAD LEADING TO SAN ANTONE RANGER STATION, GO 10.2 MILES.  TURN LEFT
 GN0026'(SOUTH) ONTO ROAD LEADIGN TO TUSAS CREEK, GO 5.8 MILES.  BENCH MARK IS
 GN0026'ON THE SIDE OF A HILL.  65 FEET NORTHWEST OF CENTER LINE OF THE ROAD.
 GN0026'ABOUT 0.6 FOOT ABOVE LEVEL OF THE ROAD.  SET FLUSH AND HORIZONTALLY IN
 GN0026'BOULDER WHICH PROJECTS ABOUT 1.8 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0667 ***********************************************************************
 FM0667  DESIGNATION -  G 14
 FM0667  PID         -  FM0667
 FM0667  STATE/COUNTY-  NM/HARDING
 FM0667  USGS QUAD   -  HAMPTON RANCH (1968)
 FM0667
 FM0667                         *CURRENT SURVEY CONTROL
 FM0667  ___________________________________________________________________
 FM0667* NAD 83(1986)-  35 27 06.     (N)    103 41 49.     (W)     SCALED    
 FM0667* NAVD 88     -      1261.733  (meters)    4139.54   (feet)  ADJUSTED  
 FM0667  ___________________________________________________________________
 FM0667  GEOID HEIGHT-         -22.65  (meters)                     GEOID03
 FM0667  DYNAMIC HT  -        1260.188 (meters)    4134.47  (feet)  COMP
 FM0667  MODELED GRAV-     979,366.1   (mgal)                       NAVD 88
 FM0667
 FM0667  VERT ORDER  -  THIRD
 FM0667
 FM0667.The horizontal coordinates were scaled from a topographic map and have
 FM0667.an estimated accuracy of +/- 6 seconds.
 FM0667
 FM0667.The orthometric height was determined by differential leveling
 FM0667.and adjusted by the National Geodetic Survey in June 1991..
 FM0667
 FM0667.The geoid height was determined by GEOID03.
 FM0667
 FM0667.The dynamic height is computed by dividing the NAVD 88
 FM0667.geopotential number by the normal gravity value computed on the
 FM0667.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0667.degrees latitude (g = 980.6199 gals.).
 FM0667
 FM0667.The modeled gravity was interpolated from observed gravity values.
 FM0667
 FM0667;                    North         East    Units  Estimated Accuracy
 FM0667;SPC NM E     -   493,870.      222,770.      MT  (+/- 180 meters Scaled)
 FM0667
 FM0667                          SUPERSEDED SURVEY CONTROL
 FM0667
 FM0667  NGVD 29 (??/??/92) 1261.134  (m)         4137.57   (f) ADJ UNCH    3 0
 FM0667
 FM0667.Superseded values are not recommended for survey control.
 FM0667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0667.See file dsdata.txt to determine how the superseded data were derived.
 FM0667
 FM0667_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFV182239(NAD 83)
 FM0667_MARKER: DB = BENCH MARK DISK
 FM0667_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0667_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0667_STAMPING: G-14 1927
 FM0667_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0667+STABILITY: SURFACE MOTION
 FM0667
 FM0667  HISTORY     - Date     Condition        Report By
 FM0667  HISTORY     - 1927     MONUMENTED       CGS
 FM0667  HISTORY     - 1968     GOOD             USGS
 FM0667
 FM0667                          STATION DESCRIPTION
 FM0667
 FM0667'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 FM0667'7.6 MI E FROM ATARQUE.
 FM0667'LOGAN.  JUNCTION OF US HWY 54 AND STATE HWY 39.  NORTH ALONG STATE HWY
 FM0667'39 FOR 2.5 MILES.  THENCE WEST ALONG GRADED GRAVELED ROAD FOR 16.4
 FM0667'MILES TO Y-FORK.  TAKE RIGHT FORK AND CONTINUE FOR 0.6 MILES TO BM.
 FM0667'ABOUT 30 FT SOUTH OF A REVERSED Y-ROAD JUNCTION AND ABOUT 15 FT WEST
 FM0667'OF MAIN GRAVELED ROAD.  A STANDARD DISK SET IN TOP OF A CONCRETE POST
 FM0667'PROJECTING 0.3 FT AND STAMPED G-14 1927.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0760 ***********************************************************************
 FO0760  DESIGNATION -  G 140
 FO0760  PID         -  FO0760
 FO0760  STATE/COUNTY-  NM/MCKINLEY
 FO0760  USGS QUAD   -  DOS LOMAS (1995)
 FO0760
 FO0760                         *CURRENT SURVEY CONTROL
 FO0760  ___________________________________________________________________
 FO0760* NAD 83(1986)-  35 18 52.     (N)    107 49 23.     (W)     SCALED    
 FO0760* NAVD 88     -      2061.216  (meters)    6762.51   (feet)  ADJUSTED  
 FO0760  ___________________________________________________________________
 FO0760  GEOID HEIGHT-         -20.33  (meters)                     GEOID03
 FO0760  DYNAMIC HT  -        2058.271 (meters)    6752.84  (feet)  COMP
 FO0760  MODELED GRAV-     979,131.1   (mgal)                       NAVD 88
 FO0760
 FO0760  VERT ORDER  -  SECOND    CLASS 0
 FO0760
 FO0760.The horizontal coordinates were scaled from a topographic map and have
 FO0760.an estimated accuracy of +/- 6 seconds.
 FO0760
 FO0760.The orthometric height was determined by differential leveling
 FO0760.and adjusted by the National Geodetic Survey in June 1991..
 FO0760
 FO0760.The geoid height was determined by GEOID03.
 FO0760
 FO0760.The dynamic height is computed by dividing the NAVD 88
 FO0760.geopotential number by the normal gravity value computed on the
 FO0760.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0760.degrees latitude (g = 980.6199 gals.).
 FO0760
 FO0760.The modeled gravity was interpolated from observed gravity values.
 FO0760
 FO0760;                    North         East    Units  Estimated Accuracy
 FO0760;SPC NM W     -   478,460.      830,940.      MT  (+/- 180 meters Scaled)
 FO0760
 FO0760                          SUPERSEDED SURVEY CONTROL
 FO0760
 FO0760  NGVD 29 (??/??/92) 2060.136  (m)         6758.96   (f) ADJ UNCH    2 0
 FO0760
 FO0760.Superseded values are not recommended for survey control.
 FO0760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0760.See file dsdata.txt to determine how the superseded data were derived.
 FO0760
 FO0760_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBV433115(NAD 83)
 FO0760_MARKER: DD = SURVEY DISK
 FO0760_SETTING: 66 = SET IN ROCK OUTCROP
 FO0760_SP_SET: OUTCROP
 FO0760_STAMPING: G 140 1935
 FO0760_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FO0760+STABILITY: POSITION/ELEVATION WELL
 FO0760
 FO0760  HISTORY     - Date     Condition        Report By
 FO0760  HISTORY     - 1935     MONUMENTED       USFS
 FO0760  HISTORY     - 1941     GOOD             NGS
 FO0760
 FO0760                          STATION DESCRIPTION
 FO0760
 FO0760'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 FO0760'10.8 MI SW FROM SAN MATEO.
 FO0760'TO REACH FROM THE POST OFFICE IN SAN MATEO-- GO 8.3 MILES WESTERLY
 FO0760'ALONG THE ROAD TO GRANTS TO WOODEN BRIDGE OVER A WASH.  THENCE,
 FO0760'CONTINUE 2.5 MILES SOUTHERLY ALONG THE ROAD TO GRANTS TO THE SITE OF
 FO0760'BENCH MARK.  BENCH MARK IS ABOUT 0.4 MILE SOUTH OF AN ENTRANCE TO A
 FO0760'RANCH ON THE EAST SIDE OF ROAD ABOUT 145.0 FEET SOUTHWEST OF SUMMIT OF
 FO0760'GRADE AND NORTH EDGE OF OUTCROP, ABOUT 124.0 FEET NORTHWEST OF AND
 FO0760'ABOUT 10.0 FEET ABOVE THE CENTERLINE OF THE ROAD.  IT IS SET
 FO0760'HORIZONTALLY IN SANDSTONE OUTCROP, 43.0 FEET NORTHWEST OF THE BASE OF
 FO0760'HILL AND 9.0 FEET SOUTHEAST OF A SCURB CEDAR TREE.  A STD. U. S. F.S.
 FO0760'DISK SET IN DRILL HOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0670 ***********************************************************************
 FO0670  DESIGNATION -  G 141
 FO0670  PID         -  FO0670
 FO0670  STATE/COUNTY-  NM/CIBOLA
 FO0670  USGS QUAD   -  LAGUNA (1971)
 FO0670
 FO0670                         *CURRENT SURVEY CONTROL
 FO0670  ___________________________________________________________________
 FO0670* NAD 83(1986)-  35 07 01.     (N)    107 27 47.     (W)     SCALED    
 FO0670* NAVD 88     -      1942.458  (meters)    6372.88   (feet)  ADJUSTED  
 FO0670  ___________________________________________________________________
 FO0670  GEOID HEIGHT-         -20.61  (meters)                     GEOID03
 FO0670  DYNAMIC HT  -        1939.685 (meters)    6363.78  (feet)  COMP
 FO0670  MODELED GRAV-     979,137.7   (mgal)                       NAVD 88
 FO0670
 FO0670  VERT ORDER  -  SECOND    CLASS 0
 FO0670
 FO0670.The horizontal coordinates were scaled from a topographic map and have
 FO0670.an estimated accuracy of +/- 6 seconds.
 FO0670
 FO0670.The orthometric height was determined by differential leveling
 FO0670.and adjusted by the National Geodetic Survey in June 1991..
 FO0670
 FO0670.The geoid height was determined by GEOID03.
 FO0670
 FO0670.The dynamic height is computed by dividing the NAVD 88
 FO0670.geopotential number by the normal gravity value computed on the
 FO0670.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0670.degrees latitude (g = 980.6199 gals.).
 FO0670
 FO0670.The modeled gravity was interpolated from observed gravity values.
 FO0670
 FO0670;                    North         East    Units  Estimated Accuracy
 FO0670;SPC NM W     -   456,620.      863,750.      MT  (+/- 180 meters Scaled)
 FO0670
 FO0670                          SUPERSEDED SURVEY CONTROL
 FO0670
 FO0670  NGVD 29 (??/??/92) 1941.377  (m)         6369.33   (f) ADJ UNCH    2 0
 FO0670
 FO0670.Superseded values are not recommended for survey control.
 FO0670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0670.See file dsdata.txt to determine how the superseded data were derived.
 FO0670
 FO0670_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBU755887(NAD 83)
 FO0670_MARKER: DD = SURVEY DISK
 FO0670_SETTING: 66 = SET IN ROCK OUTCROP
 FO0670_SP_SET: SET IN ROCK OUTCROP
 FO0670_STAMPING: G 141 1935
 FO0670_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FO0670+STABILITY: POSITION/ELEVATION WELL
 FO0670
 FO0670  HISTORY     - Date     Condition        Report By
 FO0670  HISTORY     - 1935     MONUMENTED       USFS
 FO0670  HISTORY     - 1941     GOOD             NGS
 FO0670
 FO0670                          STATION DESCRIPTION
 FO0670
 FO0670'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 FO0670'IN ENCINAL.
 FO0670'BENCH MARK IS ABOUT 350.0 FEET SOUTHEAST OF CATHOLIC CHURCH, ABOUT
 FO0670'290.0 FEET WEST OF SMALL POND AND ON THE EAST POINT OF RIDGE.  IT IS
 FO0670'42.0 FEET WEST OF AND ABOUT 5.0 FEET ABOVE THE CENTERLINE OF THE ROAD
 FO0670'AT POINT WHERE TELEPHONE LINE CROSSES ROAD, SET HORIZONTALLY IN BLACK
 FO0670'ROCK OUTCROP ABOUT FLUSH WITH THE GROUND AND 12.0 FEET SOUTH OF
 FO0670'TELEPHONE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0750 ***********************************************************************
 CX0750  DESIGNATION -  G 142
 CX0750  PID         -  CX0750
 CX0750  STATE/COUNTY-  NM/DONA ANA
 CX0750  USGS QUAD   -  AFTON (1978)
 CX0750
 CX0750                         *CURRENT SURVEY CONTROL
 CX0750  ___________________________________________________________________
 CX0750* NAD 83(1986)-  32 05 44.     (N)    106 59 30.     (W)     SCALED    
 CX0750* NAVD 88     -      1289.348  (meters)    4230.14   (feet)  ADJUSTED  
 CX0750  ___________________________________________________________________
 CX0750  GEOID HEIGHT-         -24.15  (meters)                     GEOID03
 CX0750  DYNAMIC HT  -        1287.401 (meters)    4223.75  (feet)  COMP
 CX0750  MODELED GRAV-     979,084.9   (mgal)                       NAVD 88
 CX0750
 CX0750  VERT ORDER  -  SECOND    CLASS 0
 CX0750
 CX0750.The horizontal coordinates were scaled from a topographic map and have
 CX0750.an estimated accuracy of +/- 6 seconds.
 CX0750
 CX0750.The orthometric height was determined by differential leveling
 CX0750.and adjusted by the National Geodetic Survey in June 1991..
 CX0750
 CX0750.The geoid height was determined by GEOID03.
 CX0750
 CX0750.The dynamic height is computed by dividing the NAVD 88
 CX0750.geopotential number by the normal gravity value computed on the
 CX0750.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0750.degrees latitude (g = 980.6199 gals.).
 CX0750
 CX0750.The modeled gravity was interpolated from observed gravity values.
 CX0750
 CX0750;                    North         East    Units  Estimated Accuracy
 CX0750;SPC NM C     -   121,700.      430,000.      MT  (+/- 180 meters Scaled)
 CX0750
 CX0750                          SUPERSEDED SURVEY CONTROL
 CX0750
 CX0750  NGVD 29 (??/??/92) 1288.750  (m)         4228.17   (f) ADJ UNCH    2 0
 CX0750
 CX0750.Superseded values are not recommended for survey control.
 CX0750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0750.See file dsdata.txt to determine how the superseded data were derived.
 CX0750
 CX0750_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR120527(NAD 83)
 CX0750_MARKER: DB = BENCH MARK DISK
 CX0750_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX0750_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CX0750_STAMPING: G 142 1934
 CX0750_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX0750+STABILITY: SURFACE MOTION
 CX0750
 CX0750  HISTORY     - Date     Condition        Report By
 CX0750  HISTORY     - 1934     MONUMENTED       NMGS
 CX0750  HISTORY     - 1953     GOOD             NGS
 CX0750
 CX0750                          STATION DESCRIPTION
 CX0750
 CX0750'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CX0750'1.55 MI E FROM KENZIN.
 CX0750'1.55 MILES EAST ALONG THE SOUTHERN PACIFIC RAILWAY FROM THE STATION AT
 CX0750'KENZIN, 95 FEET SOUTH OF THE SOUTH RAIL OF THE TRACK, 39 FEET SOUTH OF
 CX0750'MILEPOST 1256, 32 FEET NORTH OF THE CENTER LINE OF A TRAIL ROAD
 CX0750'PARALLELING THE TRACK, 1.9 FEET NORTH OF THE SOUTH RIGHT-OF-WAY FENCE,
 CX0750'1.5 FEET SOUTH OF A REFERENCE POST, AND SET IN THE TOP OF A CONCRETE
 CX0750'POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0275 ***********************************************************************
 CE0275  DESIGNATION -  G 143
 CE0275  PID         -  CE0275
 CE0275  STATE/COUNTY-  NM/DONA ANA
 CE0275  USGS QUAD   -  POTRILLO (1985)
 CE0275
 CE0275                         *CURRENT SURVEY CONTROL
 CE0275  ___________________________________________________________________
 CE0275* NAD 83(1986)-  31 47 55.     (N)    106 54 52.     (W)     SCALED    
 CE0275* NAVD 88     -      1260.253  (meters)    4134.68   (feet)  ADJUSTED  
 CE0275  ___________________________________________________________________
 CE0275  GEOID HEIGHT-         -24.24  (meters)                     GEOID03
 CE0275  DYNAMIC HT  -        1258.346 (meters)    4128.42  (feet)  COMP
 CE0275  MODELED GRAV-     979,082.3   (mgal)                       NAVD 88
 CE0275
 CE0275  VERT ORDER  -  SECOND    CLASS 0
 CE0275
 CE0275.The horizontal coordinates were scaled from a topographic map and have
 CE0275.an estimated accuracy of +/- 6 seconds.
 CE0275
 CE0275.The orthometric height was determined by differential leveling
 CE0275.and adjusted by the National Geodetic Survey in June 1991..
 CE0275
 CE0275.The geoid height was determined by GEOID03.
 CE0275
 CE0275.The dynamic height is computed by dividing the NAVD 88
 CE0275.geopotential number by the normal gravity value computed on the
 CE0275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0275.degrees latitude (g = 980.6199 gals.).
 CE0275
 CE0275.The modeled gravity was interpolated from observed gravity values.
 CE0275
 CE0275;                    North         East    Units  Estimated Accuracy
 CE0275;SPC NM C     -    88,730.      437,080.      MT  (+/- 180 meters Scaled)
 CE0275
 CE0275                          SUPERSEDED SURVEY CONTROL
 CE0275
 CE0275  NGVD 29 (??/??/92) 1259.694  (m)         4132.85   (f) ADJ UNCH    2 0
 CE0275
 CE0275.Superseded values are not recommended for survey control.
 CE0275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0275.See file dsdata.txt to determine how the superseded data were derived.
 CE0275
 CE0275_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR187197(NAD 83)
 CE0275_MARKER: DB = BENCH MARK DISK
 CE0275_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CE0275_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CE0275_STAMPING: G 143 1935
 CE0275_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CE0275+STABILITY: SURFACE MOTION
 CE0275
 CE0275  HISTORY     - Date     Condition        Report By
 CE0275  HISTORY     - 1935     MONUMENTED       CGS
 CE0275  HISTORY     - 1976     GOOD             USGS
 CE0275
 CE0275                          STATION DESCRIPTION
 CE0275
 CE0275'DESCRIBED BY US GEOLOGICAL SURVEY 1976
 CE0275'20.25 MI W FROM EL PASO.
 CE0275'FROM JCT OF I-10 AND MESA ROAD AT THE NW EDGE OF EL PASO TRAVEL W ON
 CE0275'MESA ROAD 3.0 MI TO HWY 273, THENCE N 1.0 MI TO JCT, THENCE W 3.5 MI
 CE0275'TO RR, THENCE 0.9 MI N TO JCT, THENCE W 11.2 MI TO NORIA, THENCE S 0.1
 CE0275'MI TO ROAD ON OLD RR, THENCE W ON OLD RR 3.15 MI TO BM.  98 FT. N OF
 CE0275'ROAD AND 2 FT. SOUTH OF FENCE, A STANDARD CAP SET IN A CONCRETE POST
 CE0275'AND PROJECTING 0.5 FT. AND STAMPED G 143 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0483 ***********************************************************************
 DR0483  DESIGNATION -  G 144
 DR0483  PID         -  DR0483
 DR0483  STATE/COUNTY-  NM/LINCOLN
 DR0483  USGS QUAD   -  ARROYO SERRANO WEST (1981)
 DR0483
 DR0483                         *CURRENT SURVEY CONTROL
 DR0483  ___________________________________________________________________
 DR0483* NAD 83(1986)-  33 39 55.     (N)    105 08 07.     (W)     SCALED    
 DR0483* NAVD 88     -      1579.922  (meters)    5183.46   (feet)  ADJUSTED  
 DR0483  ___________________________________________________________________
 DR0483  GEOID HEIGHT-         -21.76  (meters)                     GEOID03
 DR0483  DYNAMIC HT  -        1577.616 (meters)    5175.90  (feet)  COMP
 DR0483  MODELED GRAV-     979,121.9   (mgal)                       NAVD 88
 DR0483
 DR0483  VERT ORDER  -  SECOND    CLASS 0
 DR0483
 DR0483.The horizontal coordinates were scaled from a topographic map and have
 DR0483.an estimated accuracy of +/- 6 seconds.
 DR0483
 DR0483.The orthometric height was determined by differential leveling
 DR0483.and adjusted by the National Geodetic Survey in June 1991..
 DR0483
 DR0483.The geoid height was determined by GEOID03.
 DR0483
 DR0483.The dynamic height is computed by dividing the NAVD 88
 DR0483.geopotential number by the normal gravity value computed on the
 DR0483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0483.degrees latitude (g = 980.6199 gals.).
 DR0483
 DR0483.The modeled gravity was interpolated from observed gravity values.
 DR0483
 DR0483;                    North         East    Units  Estimated Accuracy
 DR0483;SPC NM C     -   296,090.      603,380.      MT  (+/- 180 meters Scaled)
 DR0483
 DR0483                          SUPERSEDED SURVEY CONTROL
 DR0483
 DR0483  NGVD 29 (??/??/92) 1579.219  (m)         5181.15   (f) ADJ UNCH    2 0
 DR0483
 DR0483.Superseded values are not recommended for survey control.
 DR0483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0483.See file dsdata.txt to determine how the superseded data were derived.
 DR0483
 DR0483_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDT874250(NAD 83)
 DR0483_MARKER: DB = BENCH MARK DISK
 DR0483_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR0483_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DR0483_STAMPING: G-144 1935
 DR0483_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR0483+STABILITY: SURFACE MOTION
 DR0483
 DR0483  HISTORY     - Date     Condition        Report By
 DR0483  HISTORY     - 1935     MONUMENTED       CGS
 DR0483  HISTORY     - 1939     GOOD             NGS
 DR0483
 DR0483                          STATION DESCRIPTION
 DR0483
 DR0483'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DR0483'6.3 MI N FROM ARABELA.
 DR0483'6.3 MI. N. ALONG ROAD TO THE JCT. OF ROADS TO ROSWELL, CAPITAN, AND
 DR0483'ARABELA (0.6 MI. S. OF PURCELLA) AT A POINT WHERE A STEADY GRADE FROM
 DR0483'THE JCT. BREAKS AND DECENDS INTO A SMALL VALLEY, ABOUT 1.0 MI. N.W. OF
 DR0483'AN OLD ABANDONED RANCH HOUSE ON THE SIDE OF A HILL AND AT A POINT
 DR0483'WHERE ROAD MAKES A RIGHT ANGLE TURN INTO A SMALL DRAW, 62 FT. E. OF
 DR0483'THE CENTER LINE OF ROAD.
 DR0483
 DR0483                          STATION RECOVERY (1939)
 DR0483
 DR0483'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1939
 DR0483'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0687 ***********************************************************************
 CX0687  DESIGNATION -  G 147
 CX0687  PID         -  CX0687
 CX0687  STATE/COUNTY-  NM/DONA ANA
 CX0687  USGS QUAD   -  LA MESA (1955)
 CX0687
 CX0687                         *CURRENT SURVEY CONTROL
 CX0687  ___________________________________________________________________
 CX0687* NAD 83(1986)-  32 06 38.     (N)    106 39 43.     (W)     SCALED    
 CX0687* NAVD 88     -      1164.504  (meters)    3820.54   (feet)  ADJUSTED  
 CX0687  ___________________________________________________________________
 CX0687  GEOID HEIGHT-         -23.88  (meters)                     GEOID03
 CX0687  DYNAMIC HT  -        1162.795 (meters)    3814.94  (feet)  COMP
 CX0687  MODELED GRAV-     979,131.8   (mgal)                       NAVD 88
 CX0687
 CX0687  VERT ORDER  -  FIRST     CLASS II
 CX0687
 CX0687.The horizontal coordinates were scaled from a topographic map and have
 CX0687.an estimated accuracy of +/- 6 seconds.
 CX0687
 CX0687.The orthometric height was determined by differential leveling
 CX0687.and adjusted by the National Geodetic Survey in June 1991..
 CX0687
 CX0687.The geoid height was determined by GEOID03.
 CX0687
 CX0687.The dynamic height is computed by dividing the NAVD 88
 CX0687.geopotential number by the normal gravity value computed on the
 CX0687.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0687.degrees latitude (g = 980.6199 gals.).
 CX0687
 CX0687.The modeled gravity was interpolated from observed gravity values.
 CX0687
 CX0687;                    North         East    Units  Estimated Accuracy
 CX0687;SPC NM C     -   123,200.      461,130.      MT  (+/- 180 meters Scaled)
 CX0687
 CX0687                          SUPERSEDED SURVEY CONTROL
 CX0687
 CX0687  NGVD 29 (??/??/92) 1163.981  (m)         3818.83   (f) ADJ UNCH    1 2
 CX0687
 CX0687.Superseded values are not recommended for survey control.
 CX0687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0687.See file dsdata.txt to determine how the superseded data were derived.
 CX0687
 CX0687_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR431538(NAD 83)
 CX0687_MARKER: DB = BENCH MARK DISK
 CX0687_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX0687_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CX0687_STAMPING: G 147
 CX0687_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX0687+STABILITY: SURFACE MOTION
 CX0687
 CX0687  HISTORY     - Date     Condition        Report By
 CX0687  HISTORY     - UNK      MONUMENTED       NMGS
 CX0687  HISTORY     - 1952     GOOD             NGS
 CX0687  HISTORY     - 1954     GOOD             NGS
 CX0687  HISTORY     - 1981     MARK NOT FOUND   NGS
 CX0687
 CX0687                          STATION DESCRIPTION
 CX0687
 CX0687'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CX0687'0.25 MI SE FROM VADO.
 CX0687'0.25 MILE SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 CX0687'FROM THE STATION AT VADO, 130 FEET EAST OF MILEPOST 1128, 100 FEET
 CX0687'NORTHEAST OF THE NORTHEAST RAIL, 106 FEET SOUTHWEST OF THE CENTER LINE
 CX0687'OF U.S. HIGHWAYS 80 AND 85, 2 FEET NORTHEAST OF A FENCE, 3.3 FEET
 CX0687'SOUTHWEST OF A WITNESS POST, 3.35 MILES NORTHWEST OF THE RAILROAD
 CX0687'STATION AT BERINO, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 CX0687'0.5 FOOT ABOVE THE GROUND.  1935 WAS NOT STAMPED ON THIS MARK.
 CX0687
 CX0687                          STATION RECOVERY (1954)
 CX0687
 CX0687'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 CX0687'RECOVERED IN GOOD CONDITION.
 CX0687
 CX0687                          STATION RECOVERY (1981)
 CX0687
 CX0687'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CX0687'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0438 ***********************************************************************
 DQ0438  DESIGNATION -  G 148
 DQ0438  PID         -  DQ0438
 DQ0438  STATE/COUNTY-  NM/CHAVES
 DQ0438  USGS QUAD   -  CEDAR POINT (1984)
 DQ0438
 DQ0438                         *CURRENT SURVEY CONTROL
 DQ0438  ___________________________________________________________________
 DQ0438* NAD 83(1986)-  33 01 31.     (N)    103 52 38.     (W)     SCALED    
 DQ0438* NAVD 88     -      1281.775  (meters)    4205.29   (feet)  POSTED    
 DQ0438  ___________________________________________________________________
 DQ0438  GEOID HEIGHT-         -22.30  (meters)                     GEOID03
 DQ0438  DYNAMIC HT  -        1280.000 (meters)    4199.47  (feet)  COMP
 DQ0438  MODELED GRAV-     979,206.0   (mgal)                       NAVD 88
 DQ0438
 DQ0438  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 DQ0438
 DQ0438.The horizontal coordinates were scaled from a topographic map and have
 DQ0438.an estimated accuracy of +/- 6 seconds.
 DQ0438
 DQ0438.The orthometric height was determined by differential leveling
 DQ0438.and adjusted by the National Geodetic Survey in 1992..
 DQ0438.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 DQ0438.rate of 4.1 thru 8.0 mm/km.
 DQ0438
 DQ0438.The geoid height was determined by GEOID03.
 DQ0438
 DQ0438.The dynamic height is computed by dividing the NAVD 88
 DQ0438.geopotential number by the normal gravity value computed on the
 DQ0438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0438.degrees latitude (g = 980.6199 gals.).
 DQ0438
 DQ0438.The modeled gravity was interpolated from observed gravity values.
 DQ0438
 DQ0438;                    North         East    Units  Estimated Accuracy
 DQ0438;SPC NM E     -   224,650.      207,610.      MT  (+/- 180 meters Scaled)
 DQ0438
 DQ0438                          SUPERSEDED SURVEY CONTROL
 DQ0438
 DQ0438  NGVD 29 (??/??/92) 1281.244  (m)         4203.55   (f) ADJ UNCH    2 0
 DQ0438
 DQ0438.Superseded values are not recommended for survey control.
 DQ0438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0438.See file dsdata.txt to determine how the superseded data were derived.
 DQ0438
 DQ0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFS048546(NAD 83)
 DQ0438_MARKER: DB = BENCH MARK DISK
 DQ0438_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0438_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DQ0438_STAMPING: G-148 1935
 DQ0438_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0438+STABILITY: SURFACE MOTION
 DQ0438
 DQ0438  HISTORY     - Date     Condition        Report By
 DQ0438  HISTORY     - 1935     MONUMENTED       CGS
 DQ0438  HISTORY     - 1941     MARK NOT FOUND   NGS
 DQ0438
 DQ0438                          STATION DESCRIPTION
 DQ0438
 DQ0438'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DQ0438'0.9 MI E FROM MALJAMAR.
 DQ0438'0.9 MI E ALONG STATE HWY NO. 83, THENCE 14.3 MI. N.W. ALONG STATE HWY
 DQ0438'NO. 31. ON STATE HWY NO. 31, 1,9 MI W OF THE JUNCTION OF STATE HWY NO.
 DQ0438'31 AND THE MALJAMAR-CAPROCK ROAD, 60 FEET S OF THE CENTERLINE OF THE
 DQ0438'HIGHWAY, AND 32 FEET N OF THE FENCE LINE.
 DQ0438
 DQ0438                          STATION RECOVERY (1941)
 DQ0438
 DQ0438'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1941
 DQ0438'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0370 ***********************************************************************
 DQ0370  DESIGNATION -  G 149
 DQ0370  PID         -  DQ0370
 DQ0370  STATE/COUNTY-  NM/LEA
 DQ0370  USGS QUAD   -  ALSTON RANCH (1984)
 DQ0370
 DQ0370                         *CURRENT SURVEY CONTROL
 DQ0370  ___________________________________________________________________
 DQ0370* NAD 83(1986)-  33 07 59.     (N)    103 29 54.     (W)     SCALED    
 DQ0370* NAVD 88     -      1256.868  (meters)    4123.57   (feet)  POSTED    
 DQ0370  ___________________________________________________________________
 DQ0370  GEOID HEIGHT-         -21.96  (meters)                     GEOID03
 DQ0370  DYNAMIC HT  -        1255.140 (meters)    4117.91  (feet)  COMP
 DQ0370  MODELED GRAV-     979,216.5   (mgal)                       NAVD 88
 DQ0370
 DQ0370  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 DQ0370
 DQ0370.The horizontal coordinates were scaled from a topographic map and have
 DQ0370.an estimated accuracy of +/- 6 seconds.
 DQ0370
 DQ0370.The orthometric height was determined by differential leveling
 DQ0370.and adjusted by the National Geodetic Survey in 1992..
 DQ0370.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 DQ0370.rate of 4.1 thru 8.0 mm/km.
 DQ0370
 DQ0370.The geoid height was determined by GEOID03.
 DQ0370
 DQ0370.The dynamic height is computed by dividing the NAVD 88
 DQ0370.geopotential number by the normal gravity value computed on the
 DQ0370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0370.degrees latitude (g = 980.6199 gals.).
 DQ0370
 DQ0370.The modeled gravity was interpolated from observed gravity values.
 DQ0370
 DQ0370;                    North         East    Units  Estimated Accuracy
 DQ0370;SPC NM E     -   236,820.      242,910.      MT  (+/- 180 meters Scaled)
 DQ0370
 DQ0370                          SUPERSEDED SURVEY CONTROL
 DQ0370
 DQ0370  NGVD 29 (??/??/92) 1256.394  (m)         4122.02   (f) ADJ UNCH    2 0
 DQ0370
 DQ0370.Superseded values are not recommended for survey control.
 DQ0370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0370.See file dsdata.txt to determine how the superseded data were derived.
 DQ0370
 DQ0370_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFS400670(NAD 83)
 DQ0370_MARKER: DB = BENCH MARK DISK
 DQ0370_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0370_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DQ0370_STAMPING: G 149 1935
 DQ0370_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0370+STABILITY: SURFACE MOTION
 DQ0370
 DQ0370  HISTORY     - Date     Condition        Report By
 DQ0370  HISTORY     - 1935     MONUMENTED       CGS
 DQ0370  HISTORY     - 1970     GOOD             USGS
 DQ0370
 DQ0370                          STATION DESCRIPTION
 DQ0370
 DQ0370'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 DQ0370'23.9 MI NW FROM TATUM.
 DQ0370'11.3 MILES NW AND 12.6 MILES S FROM TATUM MCDONALD, JCT OF STATE HWY
 DQ0370'18 AND E-W COUNTY ROAD.  THENCE 8.0 MILES W.  THENCE 1.0 MILES N.
 DQ0370'THENCE 3.0 MILES W ALONG COUNTY ROADS.  THENCE 1.5 MILES S ALONG OIL
 DQ0370'FIELD ROAD.  THENCE 0.5 MILES E ALONG DIM TRACK ROAD ON N SIDE OF
 DQ0370'FENCE.  AT SITE OF OLD AIR FORCE BOMBING TARGET.  155 FT S OF E-W
 DQ0370'FENCE.  A STANDARD DISK STAMPED G 149 1935 AND SET IN THE TOP OF A
 DQ0370'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0131 ***********************************************************************
 FP0131  DESIGNATION -  G 15
 FP0131  PID         -  FP0131
 FP0131  STATE/COUNTY-  NM/MCKINLEY
 FP0131  USGS QUAD   -  TOHATCHI (1982)
 FP0131
 FP0131                         *CURRENT SURVEY CONTROL
 FP0131  ___________________________________________________________________
 FP0131* NAD 83(1986)-  35 50 50.     (N)    108 45 22.     (W)     SCALED    
 FP0131* NAVD 88     -      1932.087  (meters)    6338.86   (feet)  POSTED    
 FP0131  ___________________________________________________________________
 FP0131  GEOID HEIGHT-         -20.68  (meters)                     GEOID03
 FP0131  DYNAMIC HT  -        1929.460 (meters)    6330.24  (feet)  COMP
 FP0131  MODELED GRAV-     979,202.2   (mgal)                       NAVD 88
 FP0131
 FP0131  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FP0131
 FP0131.The horizontal coordinates were scaled from a topographic map and have
 FP0131.an estimated accuracy of +/- 6 seconds.
 FP0131
 FP0131.The orthometric height was determined by differential leveling
 FP0131.and adjusted by the National Geodetic Survey in 1992..
 FP0131.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FP0131.rate of 0.0 thru 1.0 mm/km.
 FP0131
 FP0131.The geoid height was determined by GEOID03.
 FP0131
 FP0131.The dynamic height is computed by dividing the NAVD 88
 FP0131.geopotential number by the normal gravity value computed on the
 FP0131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0131.degrees latitude (g = 980.6199 gals.).
 FP0131
 FP0131.The modeled gravity was interpolated from observed gravity values.
 FP0131
 FP0131;                    North         East    Units  Estimated Accuracy
 FP0131;SPC NM W     -   537,970.      746,650.      MT  (+/- 180 meters Scaled)
 FP0131
 FP0131                          SUPERSEDED SURVEY CONTROL
 FP0131
 FP0131.No superseded survey control is available for this station.
 FP0131
 FP0131_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYE026693(NAD 83)
 FP0131_MARKER: DB = BENCH MARK DISK
 FP0131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FP0131_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FP0131_STAMPING: G 15 1927 6335.643
 FP0131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FP0131+STABILITY: SURFACE MOTION
 FP0131
 FP0131  HISTORY     - Date     Condition        Report By
 FP0131  HISTORY     - 1927     MONUMENTED       CGS
 FP0131  HISTORY     - 1934     GOOD             NGS
 FP0131  HISTORY     - 1978     GOOD             USGS
 FP0131  HISTORY     - 1984     MARK NOT FOUND   NGS
 FP0131
 FP0131                          STATION DESCRIPTION
 FP0131
 FP0131'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FP0131'24 MI N FROM GALLUP.
 FP0131'ABOUT 24 MILES NORTH OF GALLUP, MCKINLEY COUNTY, 300 FEET SOUTHWEST OF
 FP0131'THE FORKS OF THE GALLUP-SHIPROCK AND THE TOHATCHI ROAD, 46 FEET WEST
 FP0131'OF THE CENTER OF THE GALLUP-SHIPROCK HIGHWAY, 33 FEET NORTH OF A FENCE
 FP0131'CORNER.  A STANDARD DISK STAMPED G 15 1927 ELEV. 6335.643 FEET AND SET
 FP0131'IN THE TOP OF A CONCRETE POST.
 FP0131
 FP0131                          STATION RECOVERY (1978)
 FP0131
 FP0131'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 FP0131'ABOUT 23.6 MILES NORTH ALONG HWY. 666 FROM THE POST OFFICE AT GALLUP,
 FP0131'0.3 MILES SOUTH OF A BRIDGE OVER A LARGE WASH, 0.2 MILES SOUTH OF A
 FP0131'PAVED ROAD INTERSECTION LEADING TO TOHATCH, 225 FT. SOUTH OF A HOUSE,
 FP0131'180 FT. EAST OF CENTERLINE OF HWY. IN TOP OF A CONCRETE POST
 FP0131'PROJECTING 0.7 FT. ABOVE GROUND, A STANDARD TABLET.
 FP0131
 FP0131                          STATION RECOVERY (1984)
 FP0131
 FP0131'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FP0131'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0511 ***********************************************************************
 DQ0511  DESIGNATION -  G 150
 DQ0511  PID         -  DQ0511
 DQ0511  STATE/COUNTY-  NM/LEA
 DQ0511  USGS QUAD   -  FRIER RANCH (1973)
 DQ0511
 DQ0511                         *CURRENT SURVEY CONTROL
 DQ0511  ___________________________________________________________________
 DQ0511* NAD 83(1986)-  33 10 11.     (N)    103 36 40.     (W)     SCALED    
 DQ0511* NAVD 88     -      1294.328  (meters)    4246.47   (feet)  ADJUSTED  
 DQ0511  ___________________________________________________________________
 DQ0511  GEOID HEIGHT-         -22.05  (meters)                     GEOID03
 DQ0511  DYNAMIC HT  -        1292.539 (meters)    4240.60  (feet)  COMP
 DQ0511  MODELED GRAV-     979,209.5   (mgal)                       NAVD 88
 DQ0511
 DQ0511  VERT ORDER  -  SECOND    CLASS 0
 DQ0511
 DQ0511.The horizontal coordinates were scaled from a topographic map and have
 DQ0511.an estimated accuracy of +/- 6 seconds.
 DQ0511
 DQ0511.The orthometric height was determined by differential leveling
 DQ0511.and adjusted by the National Geodetic Survey in June 1991..
 DQ0511
 DQ0511.The geoid height was determined by GEOID03.
 DQ0511
 DQ0511.The dynamic height is computed by dividing the NAVD 88
 DQ0511.geopotential number by the normal gravity value computed on the
 DQ0511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0511.degrees latitude (g = 980.6199 gals.).
 DQ0511
 DQ0511.The modeled gravity was interpolated from observed gravity values.
 DQ0511
 DQ0511;                    North         East    Units  Estimated Accuracy
 DQ0511;SPC NM E     -   240,810.      232,360.      MT  (+/- 180 meters Scaled)
 DQ0511
 DQ0511                          SUPERSEDED SURVEY CONTROL
 DQ0511
 DQ0511  NGVD 29 (??/??/92) 1293.830  (m)         4244.84   (f) ADJ UNCH    2 0
 DQ0511
 DQ0511.Superseded values are not recommended for survey control.
 DQ0511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0511.See file dsdata.txt to determine how the superseded data were derived.
 DQ0511
 DQ0511_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFS295709(NAD 83)
 DQ0511_MARKER: DB = BENCH MARK DISK
 DQ0511_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0511_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DQ0511_STAMPING: G 150 1935
 DQ0511_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0511+STABILITY: SURFACE MOTION
 DQ0511
 DQ0511  HISTORY     - Date     Condition        Report By
 DQ0511  HISTORY     - 1935     MONUMENTED       CGS
 DQ0511  HISTORY     - 1973     GOOD             USGS
 DQ0511
 DQ0511                          STATION DESCRIPTION
 DQ0511
 DQ0511'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 DQ0511'29.6 MI NW FROM LOVINGTON.
 DQ0511'11.1 MILES WEST ALONG U.S. HIGHWAY 82 FROM LOVINGTON, LEA COUNTY,
 DQ0511'THENCE 18 MILES NORTH ALONG STATE HIGHWAY 457, THENCE 0.5 MILES WEST
 DQ0511'ALONG A GRADED ROAD, 90 FEET WEST OF A NORTH-SOUTH TRACK ROAD
 DQ0511'CROSSING, 36 FEET SOUTH OF THE CENTER OF THE ROAD, 3 FEET NORTH OF A
 DQ0511'FENCE.  A STANDARD DISK, STAMPED G 150 1935 AND SET IN THE TOP OF A
 DQ0511'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0284 ***********************************************************************
 CV0284  DESIGNATION -  G 151
 CV0284  PID         -  CV0284
 CV0284  STATE/COUNTY-  NM/LEA
 CV0284  USGS QUAD   -  LOVINGTON SW (1985)
 CV0284
 CV0284                         *CURRENT SURVEY CONTROL
 CV0284  ___________________________________________________________________
 CV0284* NAD 83(1986)-  32 52 19.     (N)    103 27 45.     (W)     SCALED    
 CV0284* NAVD 88     -      1214.959  (meters)    3986.08   (feet)  ADJUSTED  
 CV0284  ___________________________________________________________________
 CV0284  GEOID HEIGHT-         -21.83  (meters)                     GEOID03
 CV0284  DYNAMIC HT  -        1213.289 (meters)    3980.60  (feet)  COMP
 CV0284  MODELED GRAV-     979,220.9   (mgal)                       NAVD 88
 CV0284
 CV0284  VERT ORDER  -  SECOND    CLASS 0
 CV0284
 CV0284.The horizontal coordinates were scaled from a topographic map and have
 CV0284.an estimated accuracy of +/- 6 seconds.
 CV0284
 CV0284.The orthometric height was determined by differential leveling
 CV0284.and adjusted by the National Geodetic Survey in June 1991..
 CV0284
 CV0284.The geoid height was determined by GEOID03.
 CV0284
 CV0284.The dynamic height is computed by dividing the NAVD 88
 CV0284.geopotential number by the normal gravity value computed on the
 CV0284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0284.degrees latitude (g = 980.6199 gals.).
 CV0284
 CV0284.The modeled gravity was interpolated from observed gravity values.
 CV0284
 CV0284;                    North         East    Units  Estimated Accuracy
 CV0284;SPC NM E     -   207,890.      246,490.      MT  (+/- 180 meters Scaled)
 CV0284
 CV0284                          SUPERSEDED SURVEY CONTROL
 CV0284
 CV0284  NGVD 29 (??/??/92) 1214.505  (m)         3984.59   (f) ADJ UNCH    2 0
 CV0284
 CV0284.Superseded values are not recommended for survey control.
 CV0284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0284.See file dsdata.txt to determine how the superseded data were derived.
 CV0284
 CV0284_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFS438381(NAD 83)
 CV0284_MARKER: DB = BENCH MARK DISK
 CV0284_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0284_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CV0284_STAMPING: G 151 1935
 CV0284_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CV0284+STABILITY: SURFACE MOTION
 CV0284
 CV0284  HISTORY     - Date     Condition        Report By
 CV0284  HISTORY     - 1935     MONUMENTED       CGS
 CV0284  HISTORY     - 1961     GOOD             USGS
 CV0284
 CV0284                          STATION DESCRIPTION
 CV0284
 CV0284'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 CV0284'14.2 MI SW FROM LOVINGTON.
 CV0284'LOVINGTON, 7.0 MILES WEST OF, ALONG STATE HIGHWAY 83 TO JCT. OF STATE
 CV0284'HIGHWAY 8, THENCE 4.7 MILES SOUTH ON HIGHWAY 8 TO WINDMILL AND FORK OF
 CV0284'DIM ROAD SE AND E ALONG SECTION LINE, THENCE 2.5 MILES EASTERLY ALONG
 CV0284'ROAD, 500 FT. N OF ROAD, 1000 FT. WEST OF LARGE POT HOLE, 0.6 MILES
 CV0284'WEST OF DIM X ROAD AT FENCE COR., IN CONCRETE POST, STANDARD U.S.C.
 CV0284'AND G.S. DISK STAMPED G-151-1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0530 ***********************************************************************
 DQ0530  DESIGNATION -  G 152
 DQ0530  PID         -  DQ0530
 DQ0530  STATE/COUNTY-  NM/LEA
 DQ0530  USGS QUAD   -  FORT RANCH (1973)
 DQ0530
 DQ0530                         *CURRENT SURVEY CONTROL
 DQ0530  ___________________________________________________________________
 DQ0530* NAD 83(1986)-  33 06 19.     (N)    103 36 40.     (W)     SCALED    
 DQ0530* NAVD 88     -      1285.066  (meters)    4216.09   (feet)  ADJUSTED  
 DQ0530  ___________________________________________________________________
 DQ0530  GEOID HEIGHT-         -22.01  (meters)                     GEOID03
 DQ0530  DYNAMIC HT  -        1283.286 (meters)    4210.25  (feet)  COMP
 DQ0530  MODELED GRAV-     979,207.2   (mgal)                       NAVD 88
 DQ0530
 DQ0530  VERT ORDER  -  SECOND    CLASS 0
 DQ0530
 DQ0530.The horizontal coordinates were scaled from a topographic map and have
 DQ0530.an estimated accuracy of +/- 6 seconds.
 DQ0530
 DQ0530.The orthometric height was determined by differential leveling
 DQ0530.and adjusted by the National Geodetic Survey in June 1991..
 DQ0530
 DQ0530.The geoid height was determined by GEOID03.
 DQ0530
 DQ0530.The dynamic height is computed by dividing the NAVD 88
 DQ0530.geopotential number by the normal gravity value computed on the
 DQ0530.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0530.degrees latitude (g = 980.6199 gals.).
 DQ0530
 DQ0530.The modeled gravity was interpolated from observed gravity values.
 DQ0530
 DQ0530;                    North         East    Units  Estimated Accuracy
 DQ0530;SPC NM E     -   233,660.      232,410.      MT  (+/- 180 meters Scaled)
 DQ0530
 DQ0530                          SUPERSEDED SURVEY CONTROL
 DQ0530
 DQ0530  NGVD 29 (??/??/92) 1284.565  (m)         4214.44   (f) ADJ UNCH    2 0
 DQ0530
 DQ0530.Superseded values are not recommended for survey control.
 DQ0530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0530.See file dsdata.txt to determine how the superseded data were derived.
 DQ0530
 DQ0530_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFS295638(NAD 83)
 DQ0530_MARKER: DB = BENCH MARK DISK
 DQ0530_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0530_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DQ0530_STAMPING: G 152 1935
 DQ0530_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0530+STABILITY: SURFACE MOTION
 DQ0530
 DQ0530  HISTORY     - Date     Condition        Report By
 DQ0530  HISTORY     - 1935     MONUMENTED       CGS
 DQ0530  HISTORY     - 1973     MARK NOT FOUND   USGS
 DQ0530
 DQ0530                          STATION DESCRIPTION
 DQ0530
 DQ0530'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DQ0530'25 MI NE FROM MALJAMAR.
 DQ0530'10 MI E ALONG STATE HWY NO. 83, THENCE 15.0 MI N ALONG ROADS ALONG A
 DQ0530'N. AND S. ROAD, 36 FT. N. OF A FENCE LINE, AND 30 FT. W. OF THE CENTER
 DQ0530'LINE OF THE ROAD.
 DQ0530
 DQ0530                          STATION RECOVERY (1973)
 DQ0530
 DQ0530'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 DQ0530'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0132 ***********************************************************************
 EQ0132  DESIGNATION -  G 153
 EQ0132  PID         -  EQ0132
 EQ0132  STATE/COUNTY-  NM/TORRANCE
 EQ0132  USGS QUAD   -  SCHOLLE (1995)
 EQ0132
 EQ0132                         *CURRENT SURVEY CONTROL
 EQ0132  ___________________________________________________________________
 EQ0132* NAD 83(1986)-  34 25 31.     (N)    106 24 24.     (W)     SCALED    
 EQ0132* NAVD 88     -      1788.893  (meters)    5869.06   (feet)  ADJUSTED  
 EQ0132  ___________________________________________________________________
 EQ0132  GEOID HEIGHT-         -20.38  (meters)                     GEOID03
 EQ0132  DYNAMIC HT  -        1786.342 (meters)    5860.69  (feet)  COMP
 EQ0132  MODELED GRAV-     979,145.4   (mgal)                       NAVD 88
 EQ0132
 EQ0132  VERT ORDER  -  FIRST     CLASS II
 EQ0132
 EQ0132.The horizontal coordinates were scaled from a topographic map and have
 EQ0132.an estimated accuracy of +/- 6 seconds.
 EQ0132
 EQ0132.The orthometric height was determined by differential leveling
 EQ0132.and adjusted by the National Geodetic Survey in June 1991..
 EQ0132
 EQ0132.The geoid height was determined by GEOID03.
 EQ0132
 EQ0132.The dynamic height is computed by dividing the NAVD 88
 EQ0132.geopotential number by the normal gravity value computed on the
 EQ0132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0132.degrees latitude (g = 980.6199 gals.).
 EQ0132
 EQ0132.The modeled gravity was interpolated from observed gravity values.
 EQ0132
 EQ0132;                    North         East    Units  Estimated Accuracy
 EQ0132;SPC NM C     -   379,840.      485,600.      MT  (+/- 180 meters Scaled)
 EQ0132
 EQ0132                          SUPERSEDED SURVEY CONTROL
 EQ0132
 EQ0132  NGVD 29 (??/??/92) 1788.096  (m)         5866.44   (f) ADJ UNCH    1 2
 EQ0132
 EQ0132.Superseded values are not recommended for survey control.
 EQ0132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0132.See file dsdata.txt to determine how the superseded data were derived.
 EQ0132
 EQ0132_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU707102(NAD 83)
 EQ0132_MARKER: DB = BENCH MARK DISK
 EQ0132_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EQ0132_SP_SET: CULVERT
 EQ0132_STAMPING: G 153 1958
 EQ0132_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EQ0132
 EQ0132  HISTORY     - Date     Condition        Report By
 EQ0132  HISTORY     - 1958     MONUMENTED       CGS
 EQ0132
 EQ0132                          STATION DESCRIPTION
 EQ0132
 EQ0132'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 EQ0132'12.1 MI SW FROM MOUNTAINAIR.
 EQ0132'ABOUT 12.1 MILES SOUTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 EQ0132'RAILWAY FROM THE STATION AT MOUNTAINAIR, 5 1/2 POLES NORTHEAST OF
 EQ0132'MILEPOST 868, IN THE TOP OF THE NORTHEAST END OF THE SOUTHEAST
 EQ0132'CONCRETE HEADWALL OF A LARGE ARCHED CULVERT, 28 FEET SOUTHEAST OF THE
 EQ0132'SOUTHEAST RAIL OF THE MAIN TRACK, 11 FEET SOUTHEAST OF THE SOUTHEAST
 EQ0132'RAIL OF A SIDE TRACK, AND ABOUT 4 FEET BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0316 ***********************************************************************
 EQ0316  DESIGNATION -  G 154
 EQ0316  PID         -  EQ0316
 EQ0316  STATE/COUNTY-  NM/VALENCIA
 EQ0316  USGS QUAD   -  TURN (1991)
 EQ0316
 EQ0316                         *CURRENT SURVEY CONTROL
 EQ0316  ___________________________________________________________________
 EQ0316* NAD 83(1986)-  34 31 20.     (N)    106 38 46.     (W)     SCALED    
 EQ0316* NAVD 88     -      1553.342  (meters)    5096.26   (feet)  ADJUSTED  
 EQ0316  ___________________________________________________________________
 EQ0316  GEOID HEIGHT-         -21.43  (meters)                     GEOID03
 EQ0316  DYNAMIC HT  -        1551.175 (meters)    5089.15  (feet)  COMP
 EQ0316  MODELED GRAV-     979,185.4   (mgal)                       NAVD 88
 EQ0316
 EQ0316  VERT ORDER  -  FIRST     CLASS II
 EQ0316
 EQ0316.The horizontal coordinates were scaled from a topographic map and have
 EQ0316.an estimated accuracy of +/- 6 seconds.
 EQ0316
 EQ0316.The orthometric height was determined by differential leveling
 EQ0316.and adjusted by the National Geodetic Survey in June 1991..
 EQ0316
 EQ0316.The geoid height was determined by GEOID03.
 EQ0316
 EQ0316.The dynamic height is computed by dividing the NAVD 88
 EQ0316.geopotential number by the normal gravity value computed on the
 EQ0316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0316.degrees latitude (g = 980.6199 gals.).
 EQ0316
 EQ0316.The modeled gravity was interpolated from observed gravity values.
 EQ0316
 EQ0316;                    North         East    Units  Estimated Accuracy
 EQ0316;SPC NM C     -   390,650.      463,630.      MT  (+/- 180 meters Scaled)
 EQ0316
 EQ0316                          SUPERSEDED SURVEY CONTROL
 EQ0316
 EQ0316  NGVD 29 (??/??/92) 1552.588  (m)         5093.78   (f) ADJ UNCH    1 2
 EQ0316
 EQ0316.Superseded values are not recommended for survey control.
 EQ0316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0316.See file dsdata.txt to determine how the superseded data were derived.
 EQ0316
 EQ0316_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU489212(NAD 83)
 EQ0316_MARKER: DB = BENCH MARK DISK
 EQ0316_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EQ0316_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EQ0316_STAMPING: G 154 1958
 EQ0316_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EQ0316+STABILITY: SURFACE MOTION
 EQ0316
 EQ0316  HISTORY     - Date     Condition        Report By
 EQ0316  HISTORY     - 1958     MONUMENTED       CGS
 EQ0316
 EQ0316                          STATION DESCRIPTION
 EQ0316
 EQ0316'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 EQ0316'13.3 MI SE FROM BELEN.
 EQ0316'ABOUT 2.3 MILES EAST ALONG STATE HIGHWAY 6 FROM THE ATCHISON, TOPEKA
 EQ0316'AND SANTA FE RAILWAY STATION AT BELEN, THENCE 3.6 MILES SOUTH ALONG
 EQ0316'STATE HIGHWAY 47, THENCE 7.4 MILES SOUTHEAST ALONG THE ATCHISON,
 EQ0316'TOPEKA AND SANTA FE RAILWAY, 3 POLES SOUTHEAST OF MILEPOST 884, 81
 EQ0316'FEET SOUTHWEST OF THE SOUTHWEST RAIL, 5 FEET SOUTHWEST OF A TELEPHONE
 EQ0316'POLE, 2 1/2 FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT 10
 EQ0316'FEET BELOW THE LEVEL OF THE TRACK, AND IN THE TOP OF A CONCRETE POST
 EQ0316'PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0015 ***********************************************************************
 EQ0015  DESIGNATION -  G 155
 EQ0015  PID         -  EQ0015
 EQ0015  STATE/COUNTY-  NM/TORRANCE
 EQ0015  USGS QUAD   -  MOUNTAINAIR (1986)
 EQ0015
 EQ0015                         *CURRENT SURVEY CONTROL
 EQ0015  ___________________________________________________________________
 EQ0015* NAD 83(1986)-  34 32 38.     (N)    106 10 12.     (W)     SCALED    
 EQ0015* NAVD 88     -      1940.857  (meters)    6367.63   (feet)  ADJUSTED  
 EQ0015  ___________________________________________________________________
 EQ0015  GEOID HEIGHT-         -19.82  (meters)                     GEOID03
 EQ0015  DYNAMIC HT  -        1938.066 (meters)    6358.47  (feet)  COMP
 EQ0015  MODELED GRAV-     979,127.5   (mgal)                       NAVD 88
 EQ0015
 EQ0015  VERT ORDER  -  FIRST     CLASS II
 EQ0015
 EQ0015.The horizontal coordinates were scaled from a topographic map and have
 EQ0015.an estimated accuracy of +/- 6 seconds.
 EQ0015
 EQ0015.The orthometric height was determined by differential leveling
 EQ0015.and adjusted by the National Geodetic Survey in June 1991..
 EQ0015
 EQ0015.The geoid height was determined by GEOID03.
 EQ0015
 EQ0015.The dynamic height is computed by dividing the NAVD 88
 EQ0015.geopotential number by the normal gravity value computed on the
 EQ0015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0015.degrees latitude (g = 980.6199 gals.).
 EQ0015
 EQ0015.The modeled gravity was interpolated from observed gravity values.
 EQ0015
 EQ0015;                    North         East    Units  Estimated Accuracy
 EQ0015;SPC NM C     -   392,980.      507,340.      MT  (+/- 180 meters Scaled)
 EQ0015
 EQ0015                          SUPERSEDED SURVEY CONTROL
 EQ0015
 EQ0015  NGVD 29 (??/??/92) 1940.001  (m)         6364.82   (f) ADJ UNCH    1 2
 EQ0015
 EQ0015.Superseded values are not recommended for survey control.
 EQ0015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0015.See file dsdata.txt to determine how the superseded data were derived.
 EQ0015
 EQ0015_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU926230(NAD 83)
 EQ0015_MARKER: DB = BENCH MARK DISK
 EQ0015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EQ0015_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EQ0015_STAMPING: G 155 1958
 EQ0015_PROJECTION: PROJECTING 8 CENTIMETERS
 EQ0015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EQ0015+STABILITY: SURFACE MOTION
 EQ0015
 EQ0015  HISTORY     - Date     Condition        Report By
 EQ0015  HISTORY     - 1958     MONUMENTED       CGS
 EQ0015  HISTORY     - 1980     GOOD             NGS
 EQ0015
 EQ0015                          STATION DESCRIPTION
 EQ0015
 EQ0015'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 EQ0015'4.25 MI NE FROM MOUNTAINAIR.
 EQ0015'ABOUT 4.25 MILES NORTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 EQ0015'RAILWAY FROM THE STATION AT MOUNTAINAIR, 20 POLES NORTHEAST OF
 EQ0015'MILEPOST 852, 90 FEET NORTHWEST OF THE NORTHWEST RAIL, 81 1/2 FEET
 EQ0015'NORTHWEST OF SEMAPHORE NUMBER 8511, 82 FEET SOUTHEAST OF THE CENTER
 EQ0015'LINE OF U. S. HIGHWAY 60, 7 FEET NORTHWEST OF A POWER POLE WITH 2 GUY
 EQ0015'WIRES, 2 1/2 FEET SOUTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT 4
 EQ0015'FEET BELOW THE LEVEL OF THE TRACK, AND IN THE TOP OF A CONCRETE POST
 EQ0015'PROJECTING 6 INCHES.
 EQ0015
 EQ0015                          STATION RECOVERY (1980)
 EQ0015
 EQ0015'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 EQ0015'7.2 KM (4.5 MI) EASTERLY ALONG U.S. HIGHWAY 60 FROM THE POST OFFICE IN
 EQ0015'MOUNTAINAIR, BETWEEN THE HIGHWAY AND THE ATCHISON, TOPEKA AND SANTA FE
 EQ0015'RAILROAD, 20 POLES NORTHEAST OF RAILROAD MILEPOST 852, 27.4 METERS
 EQ0015'(90.0 FT) NORTHWEST OF THE NEAR RAIL, 25.0 METERS (82.0 FT) SOUTHWEST
 EQ0015'OF THE CENTER LINE OF THE HIGHWAY, 24.8 METERS (81.5 FT) NORTHWEST OF
 EQ0015'SEMIPHORE NUMBER 8511 AND 2.1 METERS (7.0 FT) NORTHWEST OF A UTILITY
 EQ0015'WITH TWO GUY WIRES.
 EQ0015'THE MARK IS 0.5 METERS  SW FROM A WITNESS POST.
 EQ0015'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0053 ***********************************************************************
 EP0053  DESIGNATION -  G 156
 EP0053  PID         -  EP0053
 EP0053  STATE/COUNTY-  NM/DE BACA
 EP0053  USGS QUAD   -  FORT SUMNER WEST (1965)
 EP0053
 EP0053                         *CURRENT SURVEY CONTROL
 EP0053  ___________________________________________________________________
 EP0053* NAD 83(1992)-  34 28 08.11621(N)    104 16 42.73176(W)     ADJUSTED  
 EP0053* NAVD 88     -      1254.090  (meters)    4114.46   (feet)  ADJUSTED  
 EP0053  ___________________________________________________________________
 EP0053  LAPLACE CORR-          -1.45  (seconds)                    DEFLEC99
 EP0053  GEOID HEIGHT-         -23.60  (meters)                     GEOID03
 EP0053  DYNAMIC HT  -        1252.422 (meters)    4108.99  (feet)  COMP
 EP0053  MODELED GRAV-     979,262.7   (mgal)                       NAVD 88
 EP0053
 EP0053  HORZ ORDER  -  SECOND
 EP0053  VERT ORDER  -  FIRST     CLASS II
 EP0053
 EP0053.The horizontal coordinates were established by classical geodetic methods
 EP0053.and adjusted by the National Geodetic Survey in February 1996..
 EP0053
 EP0053.The orthometric height was determined by differential leveling
 EP0053.and adjusted by the National Geodetic Survey in June 1991..
 EP0053
 EP0053.The Laplace correction was computed from DEFLEC99 derived deflections.
 EP0053
 EP0053.The geoid height was determined by GEOID03.
 EP0053
 EP0053.The dynamic height is computed by dividing the NAVD 88
 EP0053.geopotential number by the normal gravity value computed on the
 EP0053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EP0053.degrees latitude (g = 980.6199 gals.).
 EP0053
 EP0053.The modeled gravity was interpolated from observed gravity values.
 EP0053
 EP0053;                    North         East     Units Scale Factor Converg.
 EP0053;SPC NM E     -   384,669.353   170,033.940   MT  0.99990940   +0 01 51.6
 EP0053;SPC NM E     - 1,262,036.04    557,853.02   sFT  0.99990940   +0 01 51.6
 EP0053;UTM  13      - 3,814,387.117   566,257.886   MT  0.99965411   +0 24 30.0
 EP0053
 EP0053!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EP0053!SPC NM E     -   0.99980688  x   0.99990940  =   0.99971630
 EP0053!UTM  13      -   0.99980688  x   0.99965411  =   0.99946106
 EP0053
 EP0053                          SUPERSEDED SURVEY CONTROL
 EP0053
 EP0053  NAD 83(1992)-  34 28 08.11621(N)    104 16 42.73176(W) AD(       ) 2
 EP0053  NAD 83(1986)-  34 28 08.12474(N)    104 16 42.72714(W) AD(       ) 2
 EP0053  NAD 27      -  34 28 07.88639(N)    104 16 40.81370(W) AD(       ) 2
 EP0053  NGVD 29 (??/??/92) 1253.481  (m)         4112.46   (f) ADJ UNCH    1 2
 EP0053
 EP0053.Superseded values are not recommended for survey control.
 EP0053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EP0053.See file dsdata.txt to determine how the superseded data were derived.
 EP0053
 EP0053_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEU6625814387(NAD 83)
 EP0053_MARKER: DB = BENCH MARK DISK
 EP0053_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EP0053_SP_SET: ABUTMENT
 EP0053_STAMPING: G 156 1958
 EP0053_MARK LOGO: CGS   
 EP0053_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EP0053
 EP0053  HISTORY     - Date     Condition        Report By
 EP0053  HISTORY     - 1958     MONUMENTED       CGS
 EP0053  HISTORY     - 1975     GOOD             NGS
 EP0053  HISTORY     - 1975     GOOD             NGS
 EP0053  HISTORY     - 1982     GOOD             NGS
 EP0053
 EP0053                          STATION DESCRIPTION
 EP0053
 EP0053'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 EP0053'2.8 MI SW FROM FORT SUMNER.
 EP0053'ABOUT 2.8 MILES SOUTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 EP0053'RAILWAY FROM THE STATION AT FORT SUMNER, 14 POLES NORTH OF MILEPOST
 EP0053'720, IN THE TOP OF THE EAST END OF THE SOUTH CONCRETE ABUTMENT OF THE
 EP0053'OVERPASS, 6 1/2 FEET EAST OF THE NEAR RAIL, AND ABOUT LEVEL WITH THE
 EP0053'TRACKS.
 EP0053
 EP0053                          STATION RECOVERY (1975)
 EP0053
 EP0053'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (JRS)
 EP0053'THE STATION IS 1.1 MILES WEST ALONG U.S. HIGHWAY 60 FROM ITS
 EP0053'JUNCTION WITH STATE HIGHWAY 20 ABOUT 1 MILE WEST OF FORT
 EP0053'SUMNER.  IT IS A STANDARD BENCH MARK DISK, STAMPED G 156 1958,
 EP0053'CEMENTED IN A DRILL HOLE IN THE SOUTHEAST CORNER OF THE RAILROAD
 EP0053'BRIDGE ABUTMENT.  THE MARK IS 6.9 FEET EAST OF THE EAST RAIL, 64
 EP0053'FEET SOUTH OF THE CENTER OF THE RAILROAD BRIDGE AND ABOUT 25
 EP0053'FEET ABOVE U.S. HIGHWAY 60.
 EP0053'
 EP0053'A GEODIMETER TRAVERSE WAS MADE FROM TRIANGULATION STATION FORT
 EP0053'SUMNER 1922, DISTANCE BEING 4,828.468 METERS NORTHEAST OF STATION
 EP0053'FORT SUMNER 1922.
 EP0053
 EP0053                          STATION RECOVERY (1975)
 EP0053
 EP0053'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 EP0053'RECOVERED IN GOOD CONDITION.
 EP0053
 EP0053                          STATION RECOVERY (1982)
 EP0053
 EP0053'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 EP0053'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  3.6 KM (2.25
 EP0053'MI) WESTERLY ALONG U.S. HIGHWAY 60 FROM ITS JUNCTION WITH U.S.
 EP0053'HIGHWAY 84 IN FORT SUMNER, IN TOP OF AND 0.3 METER (1.0 FT) WEST OF
 EP0053'THE EAST END OF THE SOUTH CONCRETE ABUTMENT OF THE SANTA FE RAILROAD
 EP0053'OVERPASS OF THE HIGHWAY AND 2.0 METERS (6.5 FT) EAST OF THE NEAR RAIL.
 EP0053'THE MARK IS 0.3 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0221 ***********************************************************************
 EP0221  DESIGNATION -  G 157
 EP0221  PID         -  EP0221
 EP0221  STATE/COUNTY-  NM/GUADALUPE
 EP0221  USGS QUAD   -  LONG DRAW (1978)
 EP0221
 EP0221                         *CURRENT SURVEY CONTROL
 EP0221  ___________________________________________________________________
 EP0221* NAD 83(1986)-  34 31 49.     (N)    105 06 35.     (W)     SCALED    
 EP0221* NAVD 88     -      1754.775  (meters)    5757.12   (feet)  ADJUSTED  
 EP0221  ___________________________________________________________________
 EP0221  GEOID HEIGHT-         -21.27  (meters)                     GEOID03
 EP0221  DYNAMIC HT  -        1752.301 (meters)    5749.01  (feet)  COMP
 EP0221  MODELED GRAV-     979,163.3   (mgal)                       NAVD 88
 EP0221
 EP0221  VERT ORDER  -  FIRST     CLASS II
 EP0221
 EP0221.The horizontal coordinates were scaled from a topographic map and have
 EP0221.an estimated accuracy of +/- 6 seconds.
 EP0221
 EP0221.The orthometric height was determined by differential leveling
 EP0221.and adjusted by the National Geodetic Survey in June 1991..
 EP0221
 EP0221.The geoid height was determined by GEOID03.
 EP0221
 EP0221.The dynamic height is computed by dividing the NAVD 88
 EP0221.geopotential number by the normal gravity value computed on the
 EP0221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EP0221.degrees latitude (g = 980.6199 gals.).
 EP0221
 EP0221.The modeled gravity was interpolated from observed gravity values.
 EP0221
 EP0221;                    North         East    Units  Estimated Accuracy
 EP0221;SPC NM E     -   391,750.       93,730.      MT  (+/- 180 meters Scaled)
 EP0221
 EP0221                          SUPERSEDED SURVEY CONTROL
 EP0221
 EP0221  NGVD 29 (??/??/92) 1753.990  (m)         5754.55   (f) ADJ UNCH    1 2
 EP0221
 EP0221.Superseded values are not recommended for survey control.
 EP0221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EP0221.See file dsdata.txt to determine how the superseded data were derived.
 EP0221
 EP0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDU899209(NAD 83)
 EP0221_MARKER: DB = BENCH MARK DISK
 EP0221_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EP0221_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EP0221_STAMPING: G 157 1958
 EP0221_MARK LOGO: CGS   
 EP0221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EP0221+STABILITY: SURFACE MOTION
 EP0221
 EP0221  HISTORY     - Date     Condition        Report By
 EP0221  HISTORY     - 1958     MONUMENTED       CGS
 EP0221  HISTORY     - 1983     GOOD             NGS
 EP0221
 EP0221                          STATION DESCRIPTION
 EP0221
 EP0221'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 EP0221'7.05 MI SE FROM VAUGHN.
 EP0221'ABOUT 7.05 MILES SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 EP0221'RAILWAY FROM THE STATION AT VAUGHN, ABOUT 0.4 MILE NORTHWEST OF MILE
 EP0221'POST 780, 186 FEET NORTHEAST AND ACROSS THE TRACK FROM A TELEPHONE
 EP0221'POLE, 96 FEET NORTHEAST OF THE NEAR RAIL, 1 1/2 FEET NORTHEAST OF THE
 EP0221'RIGHT OF WAY FENCE, ABOUT 2 FEET NORTHWEST OF A METAL WITNESS POST,
 EP0221'AND IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES.
 EP0221
 EP0221                          STATION RECOVERY (1983)
 EP0221
 EP0221'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 EP0221'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0102 ***********************************************************************
 EP0102  DESIGNATION -  G 158
 EP0102  PID         -  EP0102
 EP0102  STATE/COUNTY-  NM/DE BACA
 EP0102  USGS QUAD   -  YESO NW (1966)
 EP0102
 EP0102                         *CURRENT SURVEY CONTROL
 EP0102  ___________________________________________________________________
 EP0102* NAD 83(1986)-  34 26 33.     (N)    104 38 53.     (W)     SCALED    
 EP0102* NAVD 88     -      1473.781  (meters)    4835.23   (feet)  ADJUSTED  
 EP0102  ___________________________________________________________________
 EP0102  GEOID HEIGHT-         -23.00  (meters)                     GEOID03
 EP0102  DYNAMIC HT  -        1471.762 (meters)    4828.61  (feet)  COMP
 EP0102  MODELED GRAV-     979,214.4   (mgal)                       NAVD 88
 EP0102
 EP0102  VERT ORDER  -  FIRST     CLASS II
 EP0102
 EP0102.The horizontal coordinates were scaled from a topographic map and have
 EP0102.an estimated accuracy of +/- 6 seconds.
 EP0102
 EP0102.The orthometric height was determined by differential leveling
 EP0102.and adjusted by the National Geodetic Survey in June 1991..
 EP0102
 EP0102.The geoid height was determined by GEOID03.
 EP0102
 EP0102.The dynamic height is computed by dividing the NAVD 88
 EP0102.geopotential number by the normal gravity value computed on the
 EP0102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EP0102.degrees latitude (g = 980.6199 gals.).
 EP0102
 EP0102.The modeled gravity was interpolated from observed gravity values.
 EP0102
 EP0102;                    North         East    Units  Estimated Accuracy
 EP0102;SPC NM E     -   381,780.      136,080.      MT  (+/- 180 meters Scaled)
 EP0102
 EP0102                          SUPERSEDED SURVEY CONTROL
 EP0102
 EP0102  NGVD 29 (??/??/92) 1473.100  (m)         4833.00   (f) ADJ UNCH    1 2
 EP0102
 EP0102.Superseded values are not recommended for survey control.
 EP0102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EP0102.See file dsdata.txt to determine how the superseded data were derived.
 EP0102
 EP0102_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEU323112(NAD 83)
 EP0102_MARKER: DB = BENCH MARK DISK
 EP0102_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EP0102_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EP0102_STAMPING: G 158 1958
 EP0102_MARK LOGO: CGS   
 EP0102_PROJECTION: PROJECTING 15 CENTIMETERS
 EP0102_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EP0102+STABILITY: SURFACE MOTION
 EP0102
 EP0102  HISTORY     - Date     Condition        Report By
 EP0102  HISTORY     - 1958     MONUMENTED       CGS
 EP0102  HISTORY     - 1982     GOOD             NGS
 EP0102
 EP0102                          STATION DESCRIPTION
 EP0102
 EP0102'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 EP0102'2.1 MI W FROM YESO.
 EP0102'ABOUT 2.1 MILE WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 EP0102'FROM THE STATION AT YESO, 118 FEET NORTHEAST OF MILE POST 746, 38 FEET
 EP0102'EAST OF A POWER POLE, 98 1/2 FEET NORTH OF THE NEAR RAIL, 36 FEET
 EP0102'SOUTH OF THE CENTER LINE OF A DIM TRACK ROAD, 2 FEET NORTH OF THE
 EP0102'RIGHT OF WAY FENCE, 2 FEET WEST OF A METAL WITNESS POST, 4 FEET BELOW
 EP0102'THE LEVEL OF THE TRACK, AND IN THE TOP OF A CONCRETE POST PROJECTING 9
 EP0102'INCHES.
 EP0102
 EP0102                          STATION RECOVERY (1982)
 EP0102
 EP0102'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 EP0102'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  34.7 KM (21.5
 EP0102'MI) WESTERLY ALONG U.S. HIGHWAY 60 FROM ITS JUNCTION WITH U.S.
 EP0102'HIGHWAY 84 IN FORT SUMNER, THENCE 0.1 KM (0.05 MI) SOUTH ALONG A
 EP0102'GRAVELED ROAD, THENCE 3.1 KM (1.95 MI) WESTERLY ALONG THE SANTA FE
 EP0102'RAILROAD, 36.0 METERS (118.1 FT) NORTHEAST OF MILEPOST 746, 30.0
 EP0102'METERS (98.4 FT) NORTH OF THE NEAR RAIL, 11.6 METERS (38.1 FT) EAST OF
 EP0102'A UTILITY POLE AND 11.0 METERS (36.1 FT) SOUTH OF THE CENTER OF A
 EP0102'TRACK ROAD.
 EP0102'THE MARK IS 0.6 METERS  E FROM A WITNESS POST.
 EP0102'THE MARK IS 0.9 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0015 ***********************************************************************
 GN0015  DESIGNATION -  G 158
 GN0015  PID         -  GN0015
 GN0015  STATE/COUNTY-  NM/RIO ARRIBA
 GN0015  USGS QUAD   -  SAN ANTONIO MOUNTAIN (1995)
 GN0015
 GN0015                         *CURRENT SURVEY CONTROL
 GN0015  ___________________________________________________________________
 GN0015* NAD 83(1986)-  36 48 55.     (N)    106 02 00.     (W)     SCALED    
 GN0015* NAVD 88     -      2644.454  (meters)    8676.01   (feet)  ADJUSTED  
 GN0015  ___________________________________________________________________
 GN0015  GEOID HEIGHT-         -16.54  (meters)                     GEOID03
 GN0015  DYNAMIC HT  -        2640.725 (meters)    8663.78  (feet)  COMP
 GN0015  MODELED GRAV-     979,125.1   (mgal)                       NAVD 88
 GN0015
 GN0015  VERT ORDER  -  SECOND    CLASS 0
 GN0015
 GN0015.The horizontal coordinates were scaled from a topographic map and have
 GN0015.an estimated accuracy of +/- 6 seconds.
 GN0015
 GN0015.The orthometric height was determined by differential leveling
 GN0015.and adjusted by the National Geodetic Survey in June 1991..
 GN0015
 GN0015.The geoid height was determined by GEOID03.
 GN0015
 GN0015.The dynamic height is computed by dividing the NAVD 88
 GN0015.geopotential number by the normal gravity value computed on the
 GN0015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GN0015.degrees latitude (g = 980.6199 gals.).
 GN0015
 GN0015.The modeled gravity was interpolated from observed gravity values.
 GN0015
 GN0015;                    North         East    Units  Estimated Accuracy
 GN0015;SPC NM C     -   644,990.      519,330.      MT  (+/- 180 meters Scaled)
 GN0015
 GN0015                          SUPERSEDED SURVEY CONTROL
 GN0015
 GN0015  NGVD 29 (??/??/92) 2643.097  (m)         8671.56   (f) ADJ UNCH    2 0
 GN0015
 GN0015.Superseded values are not recommended for survey control.
 GN0015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0015.See file dsdata.txt to determine how the superseded data were derived.
 GN0015
 GN0015_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDA078748(NAD 83)
 GN0015_MARKER: DD = SURVEY DISK
 GN0015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GN0015_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GN0015_STAMPING: G 158 1935
 GN0015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GN0015+STABILITY: SURFACE MOTION
 GN0015
 GN0015  HISTORY     - Date     Condition        Report By
 GN0015  HISTORY     - 1935     MONUMENTED       USFS
 GN0015  HISTORY     - 1940     GOOD             NGS
 GN0015
 GN0015                          STATION DESCRIPTION
 GN0015
 GN0015'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 GN0015'7.6 MI NW FROM NO AGUA.
 GN0015'7.6 MILES NORTHWEST OF THE RAILROAD STATION IN NO AGUA TO REACH FROM
 GN0015'THE DENVER AND RIO GRANDE WESTERN RAILROAD STATION IN NO AGUA, PROCEED
 GN0015'NORTH ON STATE HIGHWAY NO. 74, GO 3.6 MILES.  TURN LEFT (WEST) ONTO
 GN0015'ROAD LEADING TO SAN ANTONE RANGER STATION AT ITS JUNCTION WITH THE
 GN0015'HIGHWAY, GO 4.0 MILES.  BENCH MARK IS 39 FEET NORTH OF THE CENTER LINE
 GN0015'OF THE ROAD.  14 FEET NORTHEAST OF A ROCK CAIRN.  2.0 FEET SOUTH OF A
 GN0015'4 X 4 INCH WOODEN POST PAINTED WHITE PROJECTING 2.0 FEET. MONUMENT
 GN0015'PROJECTS 0.6 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0058 ***********************************************************************
 EP0058  DESIGNATION -  G 159
 EP0058  PID         -  EP0058
 EP0058  STATE/COUNTY-  NM/DE BACA
 EP0058  USGS QUAD   -  FORT SUMNER WEST (1965)
 EP0058
 EP0058                         *CURRENT SURVEY CONTROL
 EP0058  ___________________________________________________________________
 EP0058* NAD 83(1986)-  34 25 10.     (N)    104 17 36.     (W)     SCALED    
 EP0058* NAVD 88     -      1287.554  (meters)    4224.25   (feet)  ADJUSTED  
 EP0058  ___________________________________________________________________
 EP0058  GEOID HEIGHT-         -23.62  (meters)                     GEOID03
 EP0058  DYNAMIC HT  -        1285.834 (meters)    4218.61  (feet)  COMP
 EP0058  MODELED GRAV-     979,255.3   (mgal)                       NAVD 88
 EP0058
 EP0058  VERT ORDER  -  FIRST     CLASS II
 EP0058
 EP0058.The horizontal coordinates were scaled from a topographic map and have
 EP0058.an estimated accuracy of +/- 6 seconds.
 EP0058
 EP0058.The orthometric height was determined by differential leveling
 EP0058.and adjusted by the National Geodetic Survey in June 1991..
 EP0058
 EP0058.The geoid height was determined by GEOID03.
 EP0058
 EP0058.The dynamic height is computed by dividing the NAVD 88
 EP0058.geopotential number by the normal gravity value computed on the
 EP0058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EP0058.degrees latitude (g = 980.6199 gals.).
 EP0058
 EP0058.The modeled gravity was interpolated from observed gravity values.
 EP0058
 EP0058;                    North         East    Units  Estimated Accuracy
 EP0058;SPC NM E     -   379,180.      168,680.      MT  (+/- 180 meters Scaled)
 EP0058
 EP0058                          SUPERSEDED SURVEY CONTROL
 EP0058
 EP0058  NGVD 29 (??/??/92) 1286.937  (m)         4222.23   (f) ADJ UNCH    1 2
 EP0058
 EP0058.Superseded values are not recommended for survey control.
 EP0058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EP0058.See file dsdata.txt to determine how the superseded data were derived.
 EP0058
 EP0058_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEU649088(NAD 83)
 EP0058_MARKER: DB = BENCH MARK DISK
 EP0058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EP0058_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EP0058_STAMPING: G 159 1958
 EP0058_MARK LOGO: CGS   
 EP0058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EP0058+STABILITY: SURFACE MOTION
 EP0058
 EP0058  HISTORY     - Date     Condition        Report By
 EP0058  HISTORY     - 1958     MONUMENTED       CGS
 EP0058  HISTORY     - 1983     GOOD             NGS
 EP0058
 EP0058                          STATION DESCRIPTION
 EP0058
 EP0058'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 EP0058'6.4 MI SW FROM FORT SUMNER.
 EP0058'ABOUT 6.4 MILES SOUTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 EP0058'RAILWAY FROM THE STATION AT FORT SUMNER, 22 FEET NORTHEAST OF THE
 EP0058'EIGHTH TELEPHONE POLE SOUTHWEST OF MILE POST 723, 86 FEET SOUTHEAST OF
 EP0058'THE SOUTHEAST RAIL OF THE MAIN TRACK, 76 FEET SOUTHEAST OF THE NEAR
 EP0058'RAIL OF A SPUR TRACK, 13 FEET NORTHWEST OF THE RIGHT OF WAY FENCE, 1
 EP0058'FOOT SOUTHWEST OF A CONCRETE WITNESS POST, ABOUT 1 FOOT BELOW THE
 EP0058'LEVEL OF THE TRACK, AND IN THE TOP OF A CONCRETE POST PROJECTING 1
 EP0058'FOOT.
 EP0058
 EP0058                          STATION RECOVERY (1983)
 EP0058
 EP0058'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 EP0058'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GO0089 ***********************************************************************
 GO0089  DESIGNATION -  G 16
 GO0089  PID         -  GO0089
 GO0089  STATE/COUNTY-  NM/SAN JUAN
 GO0089  USGS QUAD   -  SULPHUR SPRING (1979)
 GO0089
 GO0089                         *CURRENT SURVEY CONTROL
 GO0089  ___________________________________________________________________
 GO0089* NAD 83(1986)-  36 40 13.     (N)    108 42 26.     (W)     SCALED    
 GO0089* NAVD 88     -      1594.808  (meters)    5232.30   (feet)  POSTED    
 GO0089  ___________________________________________________________________
 GO0089  GEOID HEIGHT-         -21.13  (meters)                     GEOID03
 GO0089  DYNAMIC HT  -        1592.860 (meters)    5225.91  (feet)  COMP
 GO0089  MODELED GRAV-     979,352.6   (mgal)                       NAVD 88
 GO0089
 GO0089  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 GO0089
 GO0089.The horizontal coordinates were scaled from a topographic map and have
 GO0089.an estimated accuracy of +/- 6 seconds.
 GO0089
 GO0089.The orthometric height was determined by differential leveling
 GO0089.and adjusted by the National Geodetic Survey in 1992..
 GO0089.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 GO0089.rate of 1.1 thru 2.0 mm/km.
 GO0089
 GO0089.The geoid height was determined by GEOID03.
 GO0089
 GO0089.The dynamic height is computed by dividing the NAVD 88
 GO0089.geopotential number by the normal gravity value computed on the
 GO0089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GO0089.degrees latitude (g = 980.6199 gals.).
 GO0089
 GO0089.The modeled gravity was interpolated from observed gravity values.
 GO0089
 GO0089;                    North         East    Units  Estimated Accuracy
 GO0089;SPC NM W     -   629,250.      751,890.      MT  (+/- 180 meters Scaled)
 GO0089
 GO0089                          SUPERSEDED SURVEY CONTROL
 GO0089
 GO0089.No superseded survey control is available for this station.
 GO0089
 GO0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYF048607(NAD 83)
 GO0089_MARKER: DB = BENCH MARK DISK
 GO0089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GO0089_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GO0089_STAMPING: G 16 1927 5229.307
 GO0089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GO0089+STABILITY: SURFACE MOTION
 GO0089
 GO0089  HISTORY     - Date     Condition        Report By
 GO0089  HISTORY     - 1927     MONUMENTED       CGS
 GO0089  HISTORY     - 1965     MARK NOT FOUND   USGS
 GO0089  HISTORY     - 1984     MARK NOT FOUND   NGS
 GO0089
 GO0089                          STATION DESCRIPTION
 GO0089
 GO0089'DESCRIBED BY COAST AND GEODETIC SURVEY 1927
 GO0089'8.2 MI S FROM SHIPROCK AGENCY.
 GO0089'52 FT. WEST OF CENTERLINE OF GALLUP-SHIPROCK HIGHWAY, 60 FT. SOUTH OF
 GO0089'A GRAVELLED SPILLWAY.
 GO0089
 GO0089                          STATION RECOVERY (1965)
 GO0089
 GO0089'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 GO0089'MARK NOT FOUND.
 GO0089
 GO0089                          STATION RECOVERY (1984)
 GO0089
 GO0089'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GO0089'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0364 ***********************************************************************
 EP0364  DESIGNATION -  G 161
 EP0364  PID         -  EP0364
 EP0364  STATE/COUNTY-  NM/TORRANCE
 EP0364  USGS QUAD   -  NEGRA SW (1978)
 EP0364
 EP0364                         *CURRENT SURVEY CONTROL
 EP0364  ___________________________________________________________________
 EP0364* NAD 83(1986)-  34 37 19.     (N)    105 39 49.     (W)     SCALED    
 EP0364* NAVD 88     -      1949.160  (meters)    6394.87   (feet)  ADJUSTED  
 EP0364  ___________________________________________________________________
 EP0364  GEOID HEIGHT-         -19.75  (meters)                     GEOID03
 EP0364  DYNAMIC HT  -        1946.387 (meters)    6385.77  (feet)  COMP
 EP0364  MODELED GRAV-     979,142.2   (mgal)                       NAVD 88
 EP0364
 EP0364  VERT ORDER  -  FIRST     CLASS II
 EP0364
 EP0364.The horizontal coordinates were scaled from a topographic map and have
 EP0364.an estimated accuracy of +/- 6 seconds.
 EP0364
 EP0364.The orthometric height was determined by differential leveling
 EP0364.and adjusted by the National Geodetic Survey in June 1991..
 EP0364
 EP0364.The geoid height was determined by GEOID03.
 EP0364
 EP0364.The dynamic height is computed by dividing the NAVD 88
 EP0364.geopotential number by the normal gravity value computed on the
 EP0364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EP0364.degrees latitude (g = 980.6199 gals.).
 EP0364
 EP0364.The modeled gravity was interpolated from observed gravity values.
 EP0364
 EP0364;                    North         East    Units  Estimated Accuracy
 EP0364;SPC NM C     -   401,790.      553,770.      MT  (+/- 180 meters Scaled)
 EP0364
 EP0364                          SUPERSEDED SURVEY CONTROL
 EP0364
 EP0364  NGVD 29 (??/??/92) 1948.336  (m)         6392.17   (f) ADJ UNCH    1 2
 EP0364
 EP0364.Superseded values are not recommended for survey control.
 EP0364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EP0364.See file dsdata.txt to determine how the superseded data were derived.
 EP0364
 EP0364_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDU391313(NAD 83)
 EP0364_MARKER: DB = BENCH MARK DISK
 EP0364_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EP0364_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EP0364_STAMPING: G 161 1958
 EP0364_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EP0364+STABILITY: SURFACE MOTION
 EP0364
 EP0364  HISTORY     - Date     Condition        Report By
 EP0364  HISTORY     - 1958     MONUMENTED       CGS
 EP0364
 EP0364                          STATION DESCRIPTION
 EP0364
 EP0364'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 EP0364'12.8 MI W FROM ENCINO.
 EP0364'ABOUT 12.8 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 EP0364'FROM THE STATION AT ENCINO, 18 POLES NORTHEAST OF MILEPOST 817, 81
 EP0364'FEET NORTHWEST OF THE NORTHWEST RAIL, 5 FEET SOUTHWEST OF A POWER
 EP0364'POLE, 15 FEET SOUTHEAST OF A FENCE, 2 FEET NORTHEAST OF A WHITE WOODEN
 EP0364'WITNESS POST, ABOUT 4 FEET BELOW THE LEVEL OF THE TRACK, AND IN THE
 EP0364'TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0579 ***********************************************************************
 GL0579  DESIGNATION -  G 166
 GL0579  PID         -  GL0579
 GL0579  STATE/COUNTY-  NM/UNION
 GL0579  USGS QUAD   -  GOODSON SCHOOL (1972)
 GL0579
 GL0579                         *CURRENT SURVEY CONTROL
 GL0579  ___________________________________________________________________
 GL0579* NAD 83(1986)-  36 54 57.     (N)    103 05 28.     (W)     SCALED    
 GL0579* NAVD 88     -      1364.904  (meters)    4478.02   (feet)  ADJUSTED  
 GL0579  ___________________________________________________________________
 GL0579  GEOID HEIGHT-         -22.12  (meters)                     GEOID03
 GL0579  DYNAMIC HT  -        1363.381 (meters)    4473.03  (feet)  COMP
 GL0579  MODELED GRAV-     979,468.1   (mgal)                       NAVD 88
 GL0579
 GL0579  VERT ORDER  -  SECOND    CLASS 0
 GL0579
 GL0579.The horizontal coordinates were scaled from a topographic map and have
 GL0579.an estimated accuracy of +/- 6 seconds.
 GL0579
 GL0579.The orthometric height was determined by differential leveling
 GL0579.and adjusted by the National Geodetic Survey in June 1991..
 GL0579
 GL0579.The geoid height was determined by GEOID03.
 GL0579
 GL0579.The dynamic height is computed by dividing the NAVD 88
 GL0579.geopotential number by the normal gravity value computed on the
 GL0579.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0579.degrees latitude (g = 980.6199 gals.).
 GL0579
 GL0579.The modeled gravity was interpolated from observed gravity values.
 GL0579
 GL0579;                    North         East    Units  Estimated Accuracy
 GL0579;SPC NM E     -   656,860.      275,690.      MT  (+/- 180 meters Scaled)
 GL0579
 GL0579                          SUPERSEDED SURVEY CONTROL
 GL0579
 GL0579  NGVD 29 (??/??/92) 1364.185  (m)         4475.66   (f) ADJ UNCH    2 0
 GL0579
 GL0579.Superseded values are not recommended for survey control.
 GL0579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0579.See file dsdata.txt to determine how the superseded data were derived.
 GL0579
 GL0579_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA700872(NAD 83)
 GL0579_MARKER: DB = BENCH MARK DISK
 GL0579_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GL0579_SP_SET: CULVERT
 GL0579_STAMPING: G 166 1935
 GL0579_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GL0579_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GL0579+SATELLITE: SATELLITE OBSERVATIONS - October 08, 2005
 GL0579
 GL0579  HISTORY     - Date     Condition        Report By
 GL0579  HISTORY     - 1935     MONUMENTED       CGS
 GL0579  HISTORY     - 1972     POOR             USGS
 GL0579  HISTORY     - 20051008 GOOD             INDIV
 GL0579
 GL0579                          STATION DESCRIPTION
 GL0579
 GL0579'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 GL0579'7.4 MI W FROM KENTON, OK.
 GL0579'7.4 MILES WEST OF KENTON ALONG NEW MEXICO STATE HIGHWAY 325, AT A
 GL0579'CATTLE GUARD, AT THE WEST END OF A CURVE, 75 FEET NORTH OF THE CENTER
 GL0579'LINE OF THE HIGHWAY, AND ONE FOOT WEST OF A FENCE, 210 FEET EAST OF
 GL0579'CENTER LINE OF A CULVERT AND ROAD LEADING TO A COMMUNITY BUILDING.
 GL0579'NOTE-- MARK HAS BEEN RUN OVER BY CONSTRUCTION EQUIPMENT WHICH CHIPPED
 GL0579'THE TOP.
 GL0579
 GL0579                          STATION RECOVERY (2005)
 GL0579
 GL0579'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (SGK)
 GL0579'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0107 ***********************************************************************
 ER0107  DESIGNATION -  G 168
 ER0107  PID         -  ER0107
 ER0107  STATE/COUNTY-  NM/CATRON
 ER0107  USGS QUAD   -  LARGO MESA (1981)
 ER0107
 ER0107                         *CURRENT SURVEY CONTROL
 ER0107  ___________________________________________________________________
 ER0107* NAD 83(1986)-  34 09 48.     (N)    108 32 48.     (W)     SCALED    
 ER0107* NAVD 88     -      2295.114  (meters)    7529.89   (feet)  ADJUSTED  
 ER0107  ___________________________________________________________________
 ER0107  GEOID HEIGHT-         -21.57  (meters)                     GEOID03
 ER0107  DYNAMIC HT  -        2291.493 (meters)    7518.01  (feet)  COMP
 ER0107  MODELED GRAV-     978,975.7   (mgal)                       NAVD 88
 ER0107
 ER0107  VERT ORDER  -  SECOND    CLASS 0
 ER0107
 ER0107.The horizontal coordinates were scaled from a topographic map and have
 ER0107.an estimated accuracy of +/- 6 seconds.
 ER0107
 ER0107.The orthometric height was determined by differential leveling
 ER0107.and adjusted by the National Geodetic Survey in June 1991..
 ER0107
 ER0107.The geoid height was determined by GEOID03.
 ER0107
 ER0107.The dynamic height is computed by dividing the NAVD 88
 ER0107.geopotential number by the normal gravity value computed on the
 ER0107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0107.degrees latitude (g = 980.6199 gals.).
 ER0107
 ER0107.The modeled gravity was interpolated from observed gravity values.
 ER0107
 ER0107;                    North         East    Units  Estimated Accuracy
 ER0107;SPC NM W     -   351,010.      764,230.      MT  (+/- 180 meters Scaled)
 ER0107
 ER0107                          SUPERSEDED SURVEY CONTROL
 ER0107
 ER0107  NGVD 29 (??/??/92) 2294.088  (m)         7526.52   (f) ADJ UNCH    2 0
 ER0107
 ER0107.Superseded values are not recommended for survey control.
 ER0107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0107.See file dsdata.txt to determine how the superseded data were derived.
 ER0107
 ER0107_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYC261829(NAD 83)
 ER0107_MARKER: DB = BENCH MARK DISK
 ER0107_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ER0107_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ER0107_STAMPING: G 168 1935
 ER0107_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0107+STABILITY: SURFACE MOTION
 ER0107
 ER0107  HISTORY     - Date     Condition        Report By
 ER0107  HISTORY     - 1935     MONUMENTED       CGS
 ER0107  HISTORY     - 1977     GOOD             USGS
 ER0107
 ER0107                          STATION DESCRIPTION
 ER0107
 ER0107'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 ER0107'16.2 MI NW FROM MANGAS RANGER STA.
 ER0107'16.2 MI. N.W. ALONG CASTLE ROCK ROAD.  ABOUT 0.6 MI. S.W. OF CREEK AND
 ER0107'ROAD JUNCTION, ON THE W. SLOPE OF A SMALL KNOLL AND 39 FT. E. OF THE
 ER0107'CENTER LINE OF THE ROAD.
 ER0107
 ER0107                          STATION RECOVERY (1977)
 ER0107
 ER0107'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 ER0107'U.S. POST OFFICE, QUEMADO, NEW MEXICO- 0.5 MILES WEST ALONG U.S. HWY.
 ER0107'60 TO JUNCTION WITH STATE HWY. 32, THEN SOUTH ALONG NEW MEXICO STATE
 ER0107'HWY. 32 13.5 MILES. 240 FT. SOUTHEAST OF C/L OF HWY. 100 FT.
 ER0107'SOUTHEAST OF R/W FENCE. 150 FT. SOUTHEAST OF DRAIN. 45 FT. EAST OF
 ER0107'DIM ROAD AT BEND. A STANDARD TABLET SET IN TOP OF CONCRETE POST WHICH
 ER0107'PROJECTS 0.2 FOOT-TABLET STAMPED G 168 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0440 ***********************************************************************
 EQ0440  DESIGNATION -  G 169
 EQ0440  PID         -  EQ0440
 EQ0440  STATE/COUNTY-  NM/CATRON
 EQ0440  USGS QUAD   -  THIRD CANYON (1964)
 EQ0440
 EQ0440                         *CURRENT SURVEY CONTROL
 EQ0440  ___________________________________________________________________
 EQ0440* NAD 83(1986)-  34 24 37.     (N)    107 54 47.     (W)     SCALED    
 EQ0440* NAVD 88     -      2209.510  (meters)    7249.03   (feet)  POSTED    
 EQ0440  ___________________________________________________________________
 EQ0440  GEOID HEIGHT-         -21.08  (meters)                     GEOID03
 EQ0440  DYNAMIC HT  -        2206.110 (meters)    7237.88  (feet)  COMP
 EQ0440  MODELED GRAV-     979,018.9   (mgal)                       NAVD 88
 EQ0440
 EQ0440  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EQ0440
 EQ0440.The horizontal coordinates were scaled from a topographic map and have
 EQ0440.an estimated accuracy of +/- 6 seconds.
 EQ0440
 EQ0440.The orthometric height was determined by differential leveling
 EQ0440.and adjusted by the National Geodetic Survey in 1992..
 EQ0440.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EQ0440.rate of 0.0 thru 1.0 mm/km.
 EQ0440
 EQ0440.The geoid height was determined by GEOID03.
 EQ0440
 EQ0440.The dynamic height is computed by dividing the NAVD 88
 EQ0440.geopotential number by the normal gravity value computed on the
 EQ0440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0440.degrees latitude (g = 980.6199 gals.).
 EQ0440
 EQ0440.The modeled gravity was interpolated from observed gravity values.
 EQ0440
 EQ0440;                    North         East    Units  Estimated Accuracy
 EQ0440;SPC NM W     -   378,170.      822,670.      MT  (+/- 180 meters Scaled)
 EQ0440
 EQ0440                          SUPERSEDED SURVEY CONTROL
 EQ0440
 EQ0440  NGVD 29 (??/??/92) 2208.540  (m)         7245.85   (f) ADJ UNCH    2 0
 EQ0440
 EQ0440.Superseded values are not recommended for survey control.
 EQ0440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0440.See file dsdata.txt to determine how the superseded data were derived.
 EQ0440
 EQ0440_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBU322114(NAD 83)
 EQ0440_MARKER: DB = BENCH MARK DISK
 EQ0440_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EQ0440_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EQ0440_STAMPING: G 169 1935
 EQ0440_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EQ0440+STABILITY: SURFACE MOTION
 EQ0440
 EQ0440  HISTORY     - Date     Condition        Report By
 EQ0440  HISTORY     - 1935     MONUMENTED       CGS
 EQ0440  HISTORY     - 1941     GOOD             NGS
 EQ0440
 EQ0440                          STATION DESCRIPTION
 EQ0440
 EQ0440'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 EQ0440'13.0 MI NE FROM TRES LAGUNAS.
 EQ0440'TO REACH BENCH MARK FROM THE POST OFFICE AT TRES LAGUNAS, PROCEED
 EQ0440'NORTHEAST ON GRADED ROAD, GO 9.8 MILES TO INTERSECTION OF ROADS NEAR
 EQ0440'THE MCPHAUL RANCH.  THENCE, TURN LEFT (NORTH) AND CONTINUE NORTHEAST
 EQ0440'FOR 3.2 MILES TO SITE OF BENCH MARK.  BENCH MARK IS ABOUT 0.3 MILE
 EQ0440'EAST OF A WIRE GATE, AT THE FOOT OF A ROCKY HILL.  33.0 FEET NORTH OF
 EQ0440'AND ABOUT 2.0 FEET ABOVE THE CENTERLINE OF THE ROAD.  3.0 FEET SOUTH
 EQ0440'OF A 4 X 4 INCH WOODEN MARKER POST.  THE MONUMENT PROJECTS 0.3 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GO0046 ***********************************************************************
 GO0046  DESIGNATION -  G 17
 GO0046  PID         -  GO0046
 GO0046  STATE/COUNTY-  NM/SAN JUAN
 GO0046  USGS QUAD   -  HUGH LAKE (1979)
 GO0046
 GO0046                         *CURRENT SURVEY CONTROL
 GO0046  ___________________________________________________________________
 GO0046* NAD 83(1986)-  36 37 06.     (N)    108 13 59.     (W)     SCALED    
 GO0046* NAVD 88     -      1798.648  (meters)    5901.06   (feet)  POSTED    
 GO0046  ___________________________________________________________________
 GO0046  GEOID HEIGHT-         -21.23  (meters)                     GEOID03
 GO0046  DYNAMIC HT  -        1796.350 (meters)    5893.52  (feet)  COMP
 GO0046  MODELED GRAV-     979,292.5   (mgal)                       NAVD 88
 GO0046
 GO0046  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GO0046
 GO0046.The horizontal coordinates were scaled from a topographic map and have
 GO0046.an estimated accuracy of +/- 6 seconds.
 GO0046
 GO0046.The orthometric height was determined by differential leveling
 GO0046.and adjusted by the National Geodetic Survey in 1992..
 GO0046.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GO0046.rate of 0.0 thru 1.0 mm/km.
 GO0046
 GO0046.The geoid height was determined by GEOID03.
 GO0046
 GO0046.The dynamic height is computed by dividing the NAVD 88
 GO0046.geopotential number by the normal gravity value computed on the
 GO0046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GO0046.degrees latitude (g = 980.6199 gals.).
 GO0046
 GO0046.The modeled gravity was interpolated from observed gravity values.
 GO0046
 GO0046;                    North         East    Units  Estimated Accuracy
 GO0046;SPC NM W     -   623,200.      794,250.      MT  (+/- 180 meters Scaled)
 GO0046
 GO0046                          SUPERSEDED SURVEY CONTROL
 GO0046
 GO0046  NGVD 29 (??/??/92) 1797.647  (m)         5897.78   (f) ADJ UNCH    3 0
 GO0046
 GO0046.Superseded values are not recommended for survey control.
 GO0046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GO0046.See file dsdata.txt to determine how the superseded data were derived.
 GO0046
 GO0046_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYF474561(NAD 83)
 GO0046_MARKER: DB = BENCH MARK DISK
 GO0046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GO0046_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GO0046_STAMPING: 5897.780 G 17 1927
 GO0046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GO0046+STABILITY: SURFACE MOTION
 GO0046
 GO0046  HISTORY     - Date     Condition        Report By
 GO0046  HISTORY     - 1927     MONUMENTED       CGS
 GO0046  HISTORY     - 1934     GOOD             NGS
 GO0046  HISTORY     - 1965     MARK NOT FOUND   USGS
 GO0046
 GO0046                          STATION DESCRIPTION
 GO0046
 GO0046'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GO0046'10.5 MI S FROM FARMINGTON.
 GO0046'ABOUT 10.5 MILES SOUTH ALONG THE NEWCOMB-FARMINGTON CUT-OFF ROAD FROM
 GO0046'FARMINGTON, SAN JUAN COUNTY, ABOUT 1/2 MILE SOUTH OF A RIDGE AT A
 GO0046'WASH-OUT ON THE OLD ROAD, BETWEEN THE OLD AND NEW ROADS, AND 18 FEET
 GO0046'EAST OF THE CENTER LINE OF THE NEW ROAD.  A STANDARD DISK, STAMPED
 GO0046'5897.780 G 17 1927 AND SET IN THE TOP OF A CONCRETE POST.
 GO0046
 GO0046                          STATION RECOVERY (1965)
 GO0046
 GO0046'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 GO0046'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GO0017 ***********************************************************************
 GO0017  DESIGNATION -  G 18
 GO0017  PID         -  GO0017
 GO0017  STATE/COUNTY-  NM/SAN JUAN
 GO0017  USGS QUAD   -  FLORA VISTA (1979)
 GO0017
 GO0017                         *CURRENT SURVEY CONTROL
 GO0017  ___________________________________________________________________
 GO0017* NAD 83(1986)-  36 48 14.     (N)    108 02 54.     (W)     SCALED    
 GO0017* NAVD 88     -      1684.972  (meters)    5528.11   (feet)  POSTED    
 GO0017  ___________________________________________________________________
 GO0017  GEOID HEIGHT-         -20.92  (meters)                     GEOID03
 GO0017  DYNAMIC HT  -        1682.860 (meters)    5521.18  (feet)  COMP
 GO0017  MODELED GRAV-     979,319.3   (mgal)                       NAVD 88
 GO0017
 GO0017  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 GO0017
 GO0017.The horizontal coordinates were scaled from a topographic map and have
 GO0017.an estimated accuracy of +/- 6 seconds.
 GO0017
 GO0017.The orthometric height was determined by differential leveling
 GO0017.and adjusted by the National Geodetic Survey in 1992..
 GO0017.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 GO0017.rate of 2.1 thru 3.0 mm/km.
 GO0017
 GO0017.The geoid height was determined by GEOID03.
 GO0017
 GO0017.The dynamic height is computed by dividing the NAVD 88
 GO0017.geopotential number by the normal gravity value computed on the
 GO0017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GO0017.degrees latitude (g = 980.6199 gals.).
 GO0017
 GO0017.The modeled gravity was interpolated from observed gravity values.
 GO0017
 GO0017;                    North         East    Units  Estimated Accuracy
 GO0017;SPC NM W     -   643,740.      810,820.      MT  (+/- 180 meters Scaled)
 GO0017
 GO0017                          SUPERSEDED SURVEY CONTROL
 GO0017
 GO0017  NGVD 29 (??/??/92) 1683.989  (m)         5524.89   (f) ADJ UNCH    1 2
 GO0017
 GO0017.Superseded values are not recommended for survey control.
 GO0017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GO0017.See file dsdata.txt to determine how the superseded data were derived.
 GO0017
 GO0017_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYF633771(NAD 83)
 GO0017_MARKER: DB = BENCH MARK DISK
 GO0017_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GO0017_SP_SET: ABUTMENT
 GO0017_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GO0017
 GO0017  HISTORY     - Date     Condition        Report By
 GO0017  HISTORY     - UNK      MONUMENTED       CGS
 GO0017  HISTORY     - 1928     GOOD             NGS
 GO0017  HISTORY     - 1934     GOOD             NGS
 GO0017  HISTORY     - 1984     MARK NOT FOUND   NGS
 GO0017
 GO0017                          STATION DESCRIPTION
 GO0017
 GO0017'DESCRIBED BY NATIONAL GEODETIC SURVEY 1928
 GO0017'2.0 MI NE FROM FLORA VISTA.
 GO0017'IN NORTHEAST ABUTMENT OF D. AND R. G.W. RR. BRIDGE NO. 485.58 B, 10
 GO0017'FT. SOUTH OF CENTER OF TRACK, 4 FT. BELOW LEVEL OF TRACK, 0.4 MILES
 GO0017'SOUTHWEST OF MILEPOST NO. 485.
 GO0017
 GO0017                          STATION RECOVERY (1934)
 GO0017
 GO0017'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 GO0017'RECOVERED IN GOOD CONDITION.
 GO0017
 GO0017                          STATION RECOVERY (1984)
 GO0017
 GO0017'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GO0017'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0008 ***********************************************************************
 FN0008  DESIGNATION -  G 19
 FN0008  PID         -  FN0008
 FN0008  STATE/COUNTY-  NM/HARDING
 FN0008  USGS QUAD   -  ROY (1974)
 FN0008
 FN0008                         *CURRENT SURVEY CONTROL
 FN0008  ___________________________________________________________________
 FN0008* NAD 83(1986)-  35 56 46.     (N)    104 11 35.     (W)     SCALED    
 FN0008* NAVD 88     -      1795.324  (meters)    5890.16   (feet)  ADJUSTED  
 FN0008  ___________________________________________________________________
 FN0008  GEOID HEIGHT-         -19.77  (meters)                     GEOID03
 FN0008  DYNAMIC HT  -        1793.036 (meters)    5882.65  (feet)  COMP
 FN0008  MODELED GRAV-     979,294.2   (mgal)                       NAVD 88
 FN0008
 FN0008  VERT ORDER  -  SECOND    CLASS 0
 FN0008
 FN0008.The horizontal coordinates were scaled from a topographic map and have
 FN0008.an estimated accuracy of +/- 6 seconds.
 FN0008
 FN0008.The orthometric height was determined by differential leveling
 FN0008.and adjusted by the National Geodetic Survey in June 1991..
 FN0008
 FN0008.The geoid height was determined by GEOID03.
 FN0008
 FN0008.The dynamic height is computed by dividing the NAVD 88
 FN0008.geopotential number by the normal gravity value computed on the
 FN0008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FN0008.degrees latitude (g = 980.6199 gals.).
 FN0008
 FN0008.The modeled gravity was interpolated from observed gravity values.
 FN0008
 FN0008;                    North         East    Units  Estimated Accuracy
 FN0008;SPC NM E     -   548,550.      177,660.      MT  (+/- 180 meters Scaled)
 FN0008
 FN0008                          SUPERSEDED SURVEY CONTROL
 FN0008
 FN0008  NGVD 29 (??/??/92) 1794.525  (m)         5887.54   (f) ADJ UNCH    2 0
 FN0008
 FN0008.Superseded values are not recommended for survey control.
 FN0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0008.See file dsdata.txt to determine how the superseded data were derived.
 FN0008
 FN0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEV727782(NAD 83)
 FN0008_MARKER: DB = BENCH MARK DISK
 FN0008_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FN0008_SP_SET: STEP
 FN0008_STAMPING: 5887.537 G 19 1928
 FN0008_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FN0008
 FN0008  HISTORY     - Date     Condition        Report By
 FN0008  HISTORY     - 1928     MONUMENTED       CGS
 FN0008  HISTORY     - 1960     GOOD             NGS
 FN0008
 FN0008                          STATION DESCRIPTION
 FN0008
 FN0008'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 FN0008'IN ROY.
 FN0008'AT ROY HIGH SCHOOL BUILDING, ON THE SOUTH END OF THE SECOND STEP OF
 FN0008'THE MAIN ENTRANCE.  A STANDARD DISK SET IN THE CONCRETE STEP, A
 FN0008'STAMPED, G 19 1928.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0475 ***********************************************************************
 EQ0475  DESIGNATION -  G 192
 EQ0475  PID         -  EQ0475
 EQ0475  STATE/COUNTY-  NM/CATRON
 EQ0475  USGS QUAD   -  CROSBY SPRINGS (1964)
 EQ0475
 EQ0475                         *CURRENT SURVEY CONTROL
 EQ0475  ___________________________________________________________________
 EQ0475* NAD 83(1986)-  34 14 35.     (N)    107 56 17.     (W)     SCALED    
 EQ0475* NAVD 88     -      2409.999  (meters)    7906.81   (feet)  ADJUSTED  
 EQ0475  ___________________________________________________________________
 EQ0475  GEOID HEIGHT-         -21.16  (meters)                     GEOID03
 EQ0475  DYNAMIC HT  -        2406.152 (meters)    7894.18  (feet)  COMP
 EQ0475  MODELED GRAV-     978,952.5   (mgal)                       NAVD 88
 EQ0475
 EQ0475  VERT ORDER  -  SECOND    CLASS 0
 EQ0475
 EQ0475.The horizontal coordinates were scaled from a topographic map and have
 EQ0475.an estimated accuracy of +/- 6 seconds.
 EQ0475
 EQ0475.The orthometric height was determined by differential leveling
 EQ0475.and adjusted by the National Geodetic Survey in June 1991..
 EQ0475
 EQ0475.The geoid height was determined by GEOID03.
 EQ0475
 EQ0475.The dynamic height is computed by dividing the NAVD 88
 EQ0475.geopotential number by the normal gravity value computed on the
 EQ0475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0475.degrees latitude (g = 980.6199 gals.).
 EQ0475
 EQ0475.The modeled gravity was interpolated from observed gravity values.
 EQ0475
 EQ0475;                    North         East    Units  Estimated Accuracy
 EQ0475;SPC NM W     -   359,620.      820,350.      MT  (+/- 180 meters Scaled)
 EQ0475
 EQ0475                          SUPERSEDED SURVEY CONTROL
 EQ0475
 EQ0475  NGVD 29 (??/??/92) 2408.971  (m)         7903.43   (f) ADJ UNCH    2 0
 EQ0475
 EQ0475.Superseded values are not recommended for survey control.
 EQ0475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0475.See file dsdata.txt to determine how the superseded data were derived.
 EQ0475
 EQ0475_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBT294930(NAD 83)
 EQ0475_MARKER: DB = BENCH MARK DISK
 EQ0475_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EQ0475_SP_SET: CULVERT
 EQ0475_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EQ0475
 EQ0475  HISTORY     - Date     Condition        Report By
 EQ0475  HISTORY     - UNK      MONUMENTED       CGS
 EQ0475  HISTORY     - 1939     GOOD             NGS
 EQ0475  HISTORY     - 1963     MARK NOT FOUND   USGS
 EQ0475
 EQ0475                          STATION DESCRIPTION
 EQ0475
 EQ0475'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 EQ0475'12.1 MI E FROM PIE TOWN.
 EQ0475'12.1 MILE EAST OF PIE TOWN IN SOUTH WALL OF CONCRETE CULVERT (DOUBLE
 EQ0475'PIPED) IN CURVE OF ROAD.
 EQ0475
 EQ0475                          STATION RECOVERY (1963)
 EQ0475
 EQ0475'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 EQ0475'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0504 ***********************************************************************
 DR0504  DESIGNATION -  G 193
 DR0504  PID         -  DR0504
 DR0504  STATE/COUNTY-  NM/LINCOLN
 DR0504  USGS QUAD   -  CISTERN DRAW (1981)
 DR0504
 DR0504                         *CURRENT SURVEY CONTROL
 DR0504  ___________________________________________________________________
 DR0504* NAD 83(1986)-  33 47 27.     (N)    105 05 12.     (W)     SCALED    
 DR0504* NAVD 88     -      1571.500  (meters)    5155.83   (feet)  ADJUSTED  
 DR0504  ___________________________________________________________________
 DR0504  GEOID HEIGHT-         -22.03  (meters)                     GEOID03
 DR0504  DYNAMIC HT  -        1569.249 (meters)    5148.44  (feet)  COMP
 DR0504  MODELED GRAV-     979,148.7   (mgal)                       NAVD 88
 DR0504
 DR0504  VERT ORDER  -  SECOND    CLASS 0
 DR0504
 DR0504.The horizontal coordinates were scaled from a topographic map and have
 DR0504.an estimated accuracy of +/- 6 seconds.
 DR0504
 DR0504.The orthometric height was determined by differential leveling
 DR0504.and adjusted by the National Geodetic Survey in June 1991..
 DR0504
 DR0504.The geoid height was determined by GEOID03.
 DR0504
 DR0504.The dynamic height is computed by dividing the NAVD 88
 DR0504.geopotential number by the normal gravity value computed on the
 DR0504.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0504.degrees latitude (g = 980.6199 gals.).
 DR0504
 DR0504.The modeled gravity was interpolated from observed gravity values.
 DR0504
 DR0504;                    North         East    Units  Estimated Accuracy
 DR0504;SPC NM C     -   310,060.      607,730.      MT  (+/- 180 meters Scaled)
 DR0504
 DR0504                          SUPERSEDED SURVEY CONTROL
 DR0504
 DR0504  NGVD 29 (??/??/92) 1570.797  (m)         5153.52   (f) ADJ UNCH    2 0
 DR0504
 DR0504.Superseded values are not recommended for survey control.
 DR0504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0504.See file dsdata.txt to determine how the superseded data were derived.
 DR0504
 DR0504_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDT919389(NAD 83)
 DR0504_MARKER: DB = BENCH MARK DISK
 DR0504_SETTING: 66 = SET IN ROCK OUTCROP
 DR0504_SP_SET: OUTCROP
 DR0504_STAMPING: G 193 1939
 DR0504_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DR0504+STABILITY: POSITION/ELEVATION WELL
 DR0504
 DR0504  HISTORY     - Date     Condition        Report By
 DR0504  HISTORY     - 1939     MONUMENTED       CGS
 DR0504
 DR0504                          STATION DESCRIPTION
 DR0504
 DR0504'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 DR0504'14.8 MI N FROM PURCELLA SCHOOLHOUSE.
 DR0504'14.8 MILES NORTH ALONG DIM ROADS TO GARCIANA RANCH FROM SCHOOLHOUSE.
 DR0504'1.3 MILES SOUTH OF GARCIANA RANCH HOUSE.  0.7 MILES NORTHWEST OF A
 DR0504'GATE NEAR A SHEEP SHED.  ON TOP OF A RIDGE RUNNING NORTHWEST AND
 DR0504'SOUTHEAST.  129 FT. NORTHEAST OF THE CENTERLINE OF ROAD TO GARCIANA
 DR0504'RANCH.  1.0 FT. NORTHWEST OF A ROCK CAIRN.  2.0 FT. ABOVE THE SURFACE
 DR0504'OF ROAD. SET ON TOP OF A ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0728 ***********************************************************************
 EO0728  DESIGNATION -  G 194 RESET
 EO0728  PID         -  EO0728
 EO0728  STATE/COUNTY-  NM/ROOSEVELT
 EO0728  USGS QUAD   -  MIDWAY (1985)
 EO0728
 EO0728                         *CURRENT SURVEY CONTROL
 EO0728  ___________________________________________________________________
 EO0728* NAD 83(1986)-  34 15 07.     (N)    103 14 55.     (W)     SCALED    
 EO0728* NAVD 88     -      1239.60   (+/-2cm)    4066.9    (feet)  VERTCON   
 EO0728  ___________________________________________________________________
 EO0728  GEOID HEIGHT-         -23.20  (meters)                     GEOID03
 EO0728
 EO0728  VERT ORDER  -  THIRD (See Below)
 EO0728
 EO0728.The horizontal coordinates were scaled from a topographic map and have
 EO0728.an estimated accuracy of +/- 6 seconds.
 EO0728
 EO0728.The NAVD 88 height was computed by applying the VERTCON shift value to
 EO0728.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EO0728.The vertical order pertains to the NGVD 29 superseded value.
 EO0728
 EO0728.The geoid height was determined by GEOID03.
 EO0728
 EO0728;                    North         East    Units  Estimated Accuracy
 EO0728;SPC NM E     -   361,130.      264,910.      MT  (+/- 180 meters Scaled)
 EO0728
 EO0728                          SUPERSEDED SURVEY CONTROL
 EO0728
 EO0728  NGVD 29 (06/15/00) 1239.06   (m)         4065.1    (f) RESET       3  
 EO0728
 EO0728.Superseded values are not recommended for survey control.
 EO0728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0728.See file dsdata.txt to determine how the superseded data were derived.
 EO0728
 EO0728_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFT612914(NAD 83)
 EO0728_MARKER: DV = VERTICAL CONTROL DISK
 EO0728_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EO0728_SP_SET: CONCRETE POST
 EO0728_STAMPING: G 194 RESET 1964
 EO0728_MARK LOGO: CGS   
 EO0728_MAGNETIC: N = NO MAGNETIC MATERIAL
 EO0728_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EO0728+STABILITY: SURFACE MOTION
 EO0728
 EO0728  HISTORY     - Date     Condition        Report By
 EO0728  HISTORY     - 1964     MONUMENTED       CGS
 EO0728
 EO0728                          STATION DESCRIPTION
 EO0728
 EO0728'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 EO0728'7.0 MILES NORTHEAST ALONG THE ATCHISON, TOPEKA, AND SANTA FE RAILWAY
 EO0728'FROM THE STATION IN PORTALES, 75 FEET SOUTHEAST OF THE CENTERLINE OF
 EO0728'THE SOUTH BOUND LANE OF U.S. HIGHWAY 70, STATION 439+00 NMP
 EO0728'F-024-1(3), 3 FEET FROM THE RIGHT-OF-WAY FENCE, AND .2 FOOT ABOVE THE
 EO0728'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0152 ***********************************************************************
 EP0152  DESIGNATION -  G 195
 EP0152  PID         -  EP0152
 EP0152  STATE/COUNTY-  NM/LINCOLN
 EP0152  USGS QUAD   -  RAMON (1982)
 EP0152
 EP0152                         *CURRENT SURVEY CONTROL
 EP0152  ___________________________________________________________________
 EP0152* NAD 83(1986)-  34 10 53.     (N)    104 56 42.     (W)     SCALED    
 EP0152* NAVD 88     -      1556.632  (meters)    5107.05   (feet)  ADJUSTED  
 EP0152  ___________________________________________________________________
 EP0152  GEOID HEIGHT-         -22.53  (meters)                     GEOID03
 EP0152  DYNAMIC HT  -        1554.419 (meters)    5099.79  (feet)  COMP
 EP0152  MODELED GRAV-     979,159.9   (mgal)                       NAVD 88
 EP0152
 EP0152  VERT ORDER  -  SECOND    CLASS 0
 EP0152
 EP0152.The horizontal coordinates were scaled from a topographic map and have
 EP0152.an estimated accuracy of +/- 6 seconds.
 EP0152
 EP0152.The orthometric height was determined by differential leveling
 EP0152.and adjusted by the National Geodetic Survey in June 1991..
 EP0152
 EP0152.The geoid height was determined by GEOID03.
 EP0152
 EP0152.The dynamic height is computed by dividing the NAVD 88
 EP0152.geopotential number by the normal gravity value computed on the
 EP0152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EP0152.degrees latitude (g = 980.6199 gals.).
 EP0152
 EP0152.The modeled gravity was interpolated from observed gravity values.
 EP0152
 EP0152;                    North         East    Units  Estimated Accuracy
 EP0152;SPC NM C     -   353,540.      620,300.      MT  (+/- 180 meters Scaled)
 EP0152
 EP0152                          SUPERSEDED SURVEY CONTROL
 EP0152
 EP0152  NGVD 29 (??/??/92) 1555.882  (m)         5104.59   (f) ADJ UNCH    2 0
 EP0152
 EP0152.Superseded values are not recommended for survey control.
 EP0152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EP0152.See file dsdata.txt to determine how the superseded data were derived.
 EP0152
 EP0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SET050822(NAD 83)
 EP0152_MARKER: DB = BENCH MARK DISK
 EP0152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EP0152_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EP0152_STAMPING: G 195 1939
 EP0152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EP0152+STABILITY: SURFACE MOTION
 EP0152
 EP0152  HISTORY     - Date     Condition        Report By
 EP0152  HISTORY     - 1939     MONUMENTED       CGS
 EP0152  HISTORY     - 1966     GOOD             USGS
 EP0152
 EP0152                          STATION DESCRIPTION
 EP0152
 EP0152'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 EP0152'4.2 MI SW FROM RAMON.
 EP0152'RAMON, 1.5 MI. WEST AND 0.5 MI. SOUTH OF ALONG GRADED RD. PASSING
 EP0152'THROUGH A RANCH YARD, THENCE 1.8 MI. SOUTH AND SW. ALONG GRADED RD. TO
 EP0152'A RD. JCT. AT THE CORNER OF SECS. 21,22,28,27, T 1 S, R 19 E, THENCE
 EP0152'SOUTH 1.55 MI. ALONG TRACK RD.  ABOUT 0.4 MI. SOUTH OF AN EARTH WATER
 EP0152'TANK.  ABOUT 62 YARDS SOUTH OF THE 1/4 SEC. COR. 33/34. 27 FT. EAST OF
 EP0152'THE C/L RD. AND ABOUT TWO FT. HIGHER THAN THE RD.  A STANDARD DISK SET
 EP0152'IN THE TOP OF A CONCRETE POST, AND STAMPED G 195 1939 (PROJ. 1 FT.).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0428 ***********************************************************************
 GM0428  DESIGNATION -  G 197
 GM0428  PID         -  GM0428
 GM0428  STATE/COUNTY-  NM/RIO ARRIBA
 GM0428  USGS QUAD   -  CHIMAYO (1994)
 GM0428
 GM0428                         *CURRENT SURVEY CONTROL
 GM0428  ___________________________________________________________________
 GM0428* NAD 83(1986)-  36 00 14.     (N)    105 58 04.     (W)     SCALED    
 GM0428* NAVD 88     -      1817.287  (meters)    5962.22   (feet)  ADJUSTED  
 GM0428  ___________________________________________________________________
 GM0428  GEOID HEIGHT-         -18.52  (meters)                     GEOID03
 GM0428  DYNAMIC HT  -        1814.867 (meters)    5954.28  (feet)  COMP
 GM0428  MODELED GRAV-     979,237.0   (mgal)                       NAVD 88
 GM0428
 GM0428  VERT ORDER  -  SECOND    CLASS 0
 GM0428
 GM0428.The horizontal coordinates were scaled from a topographic map and have
 GM0428.an estimated accuracy of +/- 6 seconds.
 GM0428
 GM0428.The orthometric height was determined by differential leveling
 GM0428.and adjusted by the National Geodetic Survey in June 1991..
 GM0428
 GM0428.The geoid height was determined by GEOID03.
 GM0428
 GM0428.The dynamic height is computed by dividing the NAVD 88
 GM0428.geopotential number by the normal gravity value computed on the
 GM0428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GM0428.degrees latitude (g = 980.6199 gals.).
 GM0428
 GM0428.The modeled gravity was interpolated from observed gravity values.
 GM0428
 GM0428;                    North         East    Units  Estimated Accuracy
 GM0428;SPC NM C     -   554,980.      525,440.      MT  (+/- 180 meters Scaled)
 GM0428
 GM0428                          SUPERSEDED SURVEY CONTROL
 GM0428
 GM0428  NGVD 29 (??/??/92) 1816.289  (m)         5958.94   (f) ADJ UNCH    2 0
 GM0428
 GM0428.Superseded values are not recommended for survey control.
 GM0428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0428.See file dsdata.txt to determine how the superseded data were derived.
 GM0428
 GM0428_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV127848(NAD 83)
 GM0428_MARKER: DB = BENCH MARK DISK
 GM0428_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GM0428_SP_SET: CULVERT
 GM0428_STAMPING: G 197 1940
 GM0428_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GM0428
 GM0428  HISTORY     - Date     Condition        Report By
 GM0428  HISTORY     - 1940     MONUMENTED       CGS
 GM0428  HISTORY     - 1941     GOOD             NGS
 GM0428
 GM0428                          STATION DESCRIPTION
 GM0428
 GM0428'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 GM0428'2.2 MI W FROM CHIMAYO.
 GM0428'TO REACH FROM THE CHIMAYO PUBLIC SCHOOL, PROCEED WESTERLY ALONG
 GM0428'GRAVELED ROAD TOWARDS ESPANOLA, GO 2.2 MILES.  BENCH MARK IS ABOUT 50
 GM0428'YARDS WESTERLY FROM ABOUT CENTER OF A LARGE, DRY WASH.  IT IS ABOUT 47
 GM0428'YARDS NORTHEASTERLY ACROSS ROAD FROM A SMALL ADOBE STORE AND SERVICE
 GM0428'STATION.  IT IS ABOUT 18 FEET SOUTHWESTERLY FROM SOUTHWESTERLY CORNER
 GM0428'OF AN ADOVE HOUSE ON WESTERLY BANK OF THE WASH. IT IS SET HORIZONTALLY
 GM0428'ON TOP OF AND 0.9 FOOT EASTERLY FROM WESTERLY END OF CONCRETE HEADWALL
 GM0428'OF CULVERT OF AN IRRIGATION DITCH.  HEADWALL IS ABOUT 1.0 FOOT ABOVE
 GM0428'GROUND.  STD. DISK IN DRILL HOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0339 ***********************************************************************
 EO0339  DESIGNATION -  G 199
 EO0339  PID         -  EO0339
 EO0339  STATE/COUNTY-  NM/CURRY
 EO0339  USGS QUAD   -  MIDWAY (1985)
 EO0339
 EO0339                         *CURRENT SURVEY CONTROL
 EO0339  ___________________________________________________________________
 EO0339* NAD 83(1986)-  34 19 55.     (N)    103 13 25.     (W)     SCALED    
 EO0339* NAVD 88     -      1271.380  (meters)    4171.19   (feet)  ADJUSTED  
 EO0339  ___________________________________________________________________
 EO0339  GEOID HEIGHT-         -23.44  (meters)                     GEOID03
 EO0339  DYNAMIC HT  -        1269.717 (meters)    4165.73  (feet)  COMP
 EO0339  MODELED GRAV-     979,283.5   (mgal)                       NAVD 88
 EO0339
 EO0339  VERT ORDER  -  FIRST     CLASS II
 EO0339
 EO0339.The horizontal coordinates were scaled from a topographic map and have
 EO0339.an estimated accuracy of +/- 6 seconds.
 EO0339
 EO0339.The orthometric height was determined by differential leveling
 EO0339.and adjusted by the National Geodetic Survey in June 1991..
 EO0339
 EO0339.The geoid height was determined by GEOID03.
 EO0339
 EO0339.The dynamic height is computed by dividing the NAVD 88
 EO0339.geopotential number by the normal gravity value computed on the
 EO0339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0339.degrees latitude (g = 980.6199 gals.).
 EO0339
 EO0339.The modeled gravity was interpolated from observed gravity values.
 EO0339
 EO0339;                    North         East    Units  Estimated Accuracy
 EO0339;SPC NM E     -   370,030.      267,110.      MT  (+/- 180 meters Scaled)
 EO0339
 EO0339                          SUPERSEDED SURVEY CONTROL
 EO0339
 EO0339  NGVD 29 (??/??/92) 1270.803  (m)         4169.29   (f) ADJ UNCH    1 2
 EO0339
 EO0339.Superseded values are not recommended for survey control.
 EO0339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0339.See file dsdata.txt to determine how the superseded data were derived.
 EO0339
 EO0339_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFU634003(NAD 83)
 EO0339_MARKER: DB = BENCH MARK DISK
 EO0339_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EO0339_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EO0339_STAMPING: G 199 1940
 EO0339_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EO0339+STABILITY: SURFACE MOTION
 EO0339
 EO0339  HISTORY     - Date     Condition        Report By
 EO0339  HISTORY     - 1940     MONUMENTED       CGS
 EO0339  HISTORY     - 1982     MARK NOT FOUND   NGS
 EO0339
 EO0339                          STATION DESCRIPTION
 EO0339
 EO0339'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 EO0339'5.4 MI S FROM CLOVIS.
 EO0339'5.4 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 EO0339'THE STATION AT CLOVIS, AT A ROAD CROSSING, 42.5 FEET EAST OF THE
 EO0339'CENTERLINE OF THE TRACK, 37 FEET SOUTH OF THE CENTERLINE OF THE ROAD,
 EO0339'IN LINE WITH A ROW OF POLES, AND 3 FEET NORTH OF A WHITE WOODEN
 EO0339'WITNESS POST.  A STANDARD DISK, STAMPED G 199 1940 AND SET IN THE TOP
 EO0339'OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE GROUND.
 EO0339
 EO0339                          STATION RECOVERY (1982)
 EO0339
 EO0339'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 EO0339'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0307 ***********************************************************************
 EQ0307  DESIGNATION -  G 2
 EQ0307  PID         -  EQ0307
 EQ0307  STATE/COUNTY-  NM/VALENCIA
 EQ0307  USGS QUAD   -  RIO PUERCO (1991)
 EQ0307
 EQ0307                         *CURRENT SURVEY CONTROL
 EQ0307  ___________________________________________________________________
 EQ0307* NAD 83(1986)-  34 46 53.     (N)    106 56 02.     (W)     SCALED    
 EQ0307* NAVD 88     -      1580.825  (meters)    5186.42   (feet)  POSTED    
 EQ0307  ___________________________________________________________________
 EQ0307  GEOID HEIGHT-         -21.86  (meters)                     GEOID03
 EQ0307  DYNAMIC HT  -        1578.620 (meters)    5179.19  (feet)  COMP
 EQ0307  MODELED GRAV-     979,187.0   (mgal)                       NAVD 88
 EQ0307
 EQ0307  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EQ0307
 EQ0307.The horizontal coordinates were scaled from a topographic map and have
 EQ0307.an estimated accuracy of +/- 6 seconds.
 EQ0307
 EQ0307.The orthometric height was determined by differential leveling
 EQ0307.and adjusted by the National Geodetic Survey in 1992..
 EQ0307.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EQ0307.rate of 0.0 thru 1.0 mm/km.
 EQ0307
 EQ0307.The geoid height was determined by GEOID03.
 EQ0307
 EQ0307.The dynamic height is computed by dividing the NAVD 88
 EQ0307.geopotential number by the normal gravity value computed on the
 EQ0307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0307.degrees latitude (g = 980.6199 gals.).
 EQ0307
 EQ0307.The modeled gravity was interpolated from observed gravity values.
 EQ0307
 EQ0307;                    North         East    Units  Estimated Accuracy
 EQ0307;SPC NM C     -   419,540.      437,410.      MT  (+/- 180 meters Scaled)
 EQ0307
 EQ0307                          SUPERSEDED SURVEY CONTROL
 EQ0307
 EQ0307  NGVD 29 (??/??/92) 1579.944  (m)         5183.53   (f) ADJ UNCH    1 2
 EQ0307
 EQ0307.Superseded values are not recommended for survey control.
 EQ0307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0307.See file dsdata.txt to determine how the superseded data were derived.
 EQ0307
 EQ0307_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU230505(NAD 83)
 EQ0307_MARKER: Z = SEE DESCRIPTION
 EQ0307_SETTING: 66 = SET IN ROCK OUTCROP
 EQ0307_SP_SET: COPING STONE
 EQ0307_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EQ0307+STABILITY: POSITION/ELEVATION WELL
 EQ0307
 EQ0307  HISTORY     - Date     Condition        Report By
 EQ0307  HISTORY     - UNK      MONUMENTED       CGS
 EQ0307  HISTORY     - 1909     GOOD             NGS
 EQ0307  HISTORY     - 1934     MARK NOT FOUND   NGS
 EQ0307
 EQ0307                          STATION DESCRIPTION
 EQ0307
 EQ0307'DESCRIBED BY NATIONAL GEODETIC SURVEY 1909
 EQ0307'3 MI E FROM PAVO.
 EQ0307'ABOUT 3 MILES EAST ALONG THE ABANDONED ATCHISON, TOPEKA AND SANTA FE
 EQ0307'RAILWAY ROADBED FROM PAVO, VALENCIA COUNTY, AT ABANDONED STEEL I-BEAM
 EQ0307'BRIDGE NO. A 31, AT THE WEST ABUTMENT, IN THE TOP OF THE NORTH END OF
 EQ0307'THE COPING STONE, 1 FOOT FROM THE FACE, AND 9 INCHES FROM THE END. THE
 EQ0307'BOTTOM OF A SQUARE HOLE, SURROUNDED BY THE LETTERS US.
 EQ0307
 EQ0307                          STATION RECOVERY (1934)
 EQ0307
 EQ0307'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 EQ0307'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1197 ***********************************************************************
 FO1197  DESIGNATION -  G 2
 FO1197  PID         -  FO1197
 FO1197  STATE/COUNTY-  NM/BERNALILLO
 FO1197  USGS QUAD   -  ALBUQUERQUE EAST (1990)
 FO1197
 FO1197                         *CURRENT SURVEY CONTROL
 FO1197  ___________________________________________________________________
 FO1197* NAD 83(1992)-  35 03 29.55184(N)    106 34 08.48645(W)     ADJUSTED  
 FO1197* NAVD 88     -      1626.86   (+/-2cm)    5337.5    (feet)  VERTCON   
 FO1197  ___________________________________________________________________
 FO1197  LAPLACE CORR-          10.05  (seconds)                    DEFLEC99
 FO1197  GEOID HEIGHT-         -20.92  (meters)                     GEOID03
 FO1197
 FO1197  HORZ ORDER  -  SECOND
 FO1197  VERT ORDER  -  THIRD ? (See Below)
 FO1197
 FO1197.The horizontal coordinates were established by classical geodetic methods
 FO1197.and adjusted by the National Geodetic Survey in December 1993..
 FO1197
 FO1197.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1197.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1197.The vertical order pertains to the NGVD 29 superseded value.
 FO1197
 FO1197.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1197
 FO1197.The geoid height was determined by GEOID03.
 FO1197
 FO1197;                    North         East     Units Scale Factor Converg.
 FO1197;SPC NM C     -   450,077.859   470,900.379   MT  0.99991043   -0 10 59.7
 FO1197;SPC NM C     - 1,476,630.44  1,544,945.66   sFT  0.99991043   -0 10 59.7
 FO1197;UTM  13      - 3,880,623.728   356,919.294   MT  0.99985231   -0 54 05.1
 FO1197
 FO1197!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1197!SPC NM C     -   0.99974799  x   0.99991043  =   0.99965844
 FO1197!UTM  13      -   0.99974799  x   0.99985231  =   0.99960033
 FO1197
 FO1197:                Primary Azimuth Mark                     Grid Az
 FO1197:SPC NM C     -  G 1                                      090 52 09.5
 FO1197:UTM  13      -  G 1                                      091 35 14.9
 FO1197
 FO1197|---------------------------------------------------------------------|
 FO1197| PID    Reference Object                     Distance      Geod. Az  |
 FO1197|                                                           dddmmss.s |
 FO1197| FO1238 G 1                                 APPROX. 0.8 KM 0904109.8 |
 FO1197|---------------------------------------------------------------------|
 FO1197
 FO1197                          SUPERSEDED SURVEY CONTROL
 FO1197
 FO1197  NAD 83(1986)-  35 03 29.55757(N)    106 34 08.48754(W) AD(       ) 2
 FO1197  NAD 27      -  35 03 29.38716(N)    106 34 06.40287(W) AD(       ) 2
 FO1197  NGVD 29 (07/19/86) 1626.03   (m)         5334.7    (f) LEVELING    3  
 FO1197
 FO1197.Superseded values are not recommended for survey control.
 FO1197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1197.See file dsdata.txt to determine how the superseded data were derived.
 FO1197
 FO1197_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU5691980624(NAD 83)
 FO1197_MARKER: DD = SURVEY DISK
 FO1197_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FO1197_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FO1197_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO1197+STABILITY: SURFACE MOTION
 FO1197_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FO1197+SATELLITE: SATELLITE OBSERVATIONS - December 19, 2004
 FO1197
 FO1197  HISTORY     - Date     Condition        Report By
 FO1197  HISTORY     - 1969     MONUMENTED       NMHD
 FO1197  HISTORY     - 20041219 GOOD             GEOCAC
 FO1197
 FO1197                          STATION DESCRIPTION
 FO1197
 FO1197'DESCRIBED BY NM HIGHWAY DEPT 1969 (SRC)
 FO1197'THE STATION IS LOCATED ON GIBSON BLVD AT THE INTERSECTION
 FO1197'OF GIBSON AND LOUISIANA IN THE CENTER OF THE MEDIAN ON THE WEST
 FO1197'SIDE OF THE INTERSECTION.
 FO1197'
 FO1197'TO REACH THE STATION FROM THE INTERSECTION OF CENTRAL AND
 FO1197'THE RAILROAD TRACKS (DOWNTOWN ALBUQUERQUE), GO EAST ON CENTRAL
 FO1197'(U.S.-66) FOR APPROXIMATELY 0.6 MILE AND TURN SOUTH ON LOCUST
 FO1197'STREET.  GO SOUTH ON LOCUST FOR APPROXIMATELY 0.3 MILE AND
 FO1197'ENTER THE RAMP FOR I-25 SOUTH-BOUND.  TRAVEL SOUTH ON I-25
 FO1197'FOR APPROXIMATELY 1.30 MILE AND TAKE THE MILES ROAD-EAST
 FO1197'EXIT.  ENTER MILES ROAD AND GO EAST FOR 0.47 MILE AND STAY
 FO1197'ON THE MAJOR STREET WHICH CHANGES TO GIBSON BLVD.  GO EAST
 FO1197'ON GIBSON FOR 3.5 MILES TO THE INTERSECTION JUST BEFORE THE
 FO1197'ENTRANCE TO SANDIA BASE.  THE POINT IS ON GIBSON WEST OF THE
 FO1197'INTERSECTION OF GIBSON AND LOUISIANA.  IT IS IN THE CENTER
 FO1197'OF THE MEDIAN APPROXIMATELY 15 FT FROM THE MEDIAN.
 FO1197'
 FO1197'THE MONUMENT IS A STANDARD STATE HIGHWAY COMMISSION DISK
 FO1197'STAMPED STA. G-2 AND IS FLUSH WITH THE GROUND.
 FO1197'
 FO1197'FOR THE INFORMATION TO THE STATIONS G-3 AND G-1, SEE THE
 FO1197'TRAVERSE DESCRIPTION SHEETS FOR G-3 AND G-1.
 FO1197
 FO1197                          STATION RECOVERY (2004)
 FO1197
 FO1197'RECOVERY NOTE BY GEOCACHING 2004 (BMC)
 FO1197'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0219 ***********************************************************************
 GM0219  DESIGNATION -  G 20
 GM0219  PID         -  GM0219
 GM0219  STATE/COUNTY-  NM/COLFAX
 GM0219  USGS QUAD   -  MAXWELL (1971)
 GM0219
 GM0219                         *CURRENT SURVEY CONTROL
 GM0219  ___________________________________________________________________
 GM0219* NAD 83(1986)-  36 31 05.     (N)    104 32 43.     (W)     SCALED    
 GM0219* NAVD 88     -      1793.272  (meters)    5883.43   (feet)  POSTED    
 GM0219  ___________________________________________________________________
 GM0219  GEOID HEIGHT-         -18.70  (meters)                     GEOID03
 GM0219  DYNAMIC HT  -        1791.020 (meters)    5876.04  (feet)  COMP
 GM0219  MODELED GRAV-     979,311.2   (mgal)                       NAVD 88
 GM0219
 GM0219  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GM0219
 GM0219.The horizontal coordinates were scaled from a topographic map and have
 GM0219.an estimated accuracy of +/- 6 seconds.
 GM0219
 GM0219.The orthometric height was determined by differential leveling
 GM0219.and adjusted by the National Geodetic Survey in 1992..
 GM0219.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GM0219.rate of 0.0 thru 1.0 mm/km.
 GM0219
 GM0219.The geoid height was determined by GEOID03.
 GM0219
 GM0219.The dynamic height is computed by dividing the NAVD 88
 GM0219.geopotential number by the normal gravity value computed on the
 GM0219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GM0219.degrees latitude (g = 980.6199 gals.).
 GM0219
 GM0219.The modeled gravity was interpolated from observed gravity values.
 GM0219
 GM0219;                    North         East    Units  Estimated Accuracy
 GM0219;SPC NM E     -   612,020.      146,020.      MT  (+/- 180 meters Scaled)
 GM0219
 GM0219                          SUPERSEDED SURVEY CONTROL
 GM0219
 GM0219  NGVD 29 (??/??/92) 1792.432  (m)         5880.67   (f) ADJ UNCH    1 2
 GM0219
 GM0219.Superseded values are not recommended for survey control.
 GM0219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0219.See file dsdata.txt to determine how the superseded data were derived.
 GM0219
 GM0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEA407415(NAD 83)
 GM0219_MARKER: DB = BENCH MARK DISK
 GM0219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GM0219_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GM0219_STAMPING: G 20 1929
 GM0219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GM0219+STABILITY: SURFACE MOTION
 GM0219
 GM0219  HISTORY     - Date     Condition        Report By
 GM0219  HISTORY     - 1929     MONUMENTED       CGS
 GM0219  HISTORY     - 1934     GOOD             NGS
 GM0219
 GM0219                          STATION DESCRIPTION
 GM0219
 GM0219'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GM0219'1.5 MI SW FROM MAXWELL.
 GM0219'ABOUT 1.5 MILES SOUTHWEST OF MAXWELL, COLFAX COUNTY, ON THE ATCHISON,
 GM0219'TOPEKA AND SANTA FE RAILWAY, 21 FEET SOUTH OF THE FOURTH POLE SOUTH OF
 GM0219'BLOCK SIGNAL 687.1 (OR SOUTH OF BRIDGE 686-D), 97.5 FEET WEST OF THE
 GM0219'CENTER LINE OF THE TRACK AND 3 FEET EAST OF THE RIGHT-OF-WAY FENCE. A
 GM0219'STANDARD DISK, STAMPED G 20 1929 AND SET IN THE TOP OF A CONCRETE
 GM0219'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0418 ***********************************************************************
 EO0418  DESIGNATION -  G 200
 EO0418  PID         -  EO0418
 EO0418  STATE/COUNTY-  NM/ROOSEVELT
 EO0418  USGS QUAD   -  FLOYD SE (1987)
 EO0418
 EO0418                         *CURRENT SURVEY CONTROL
 EO0418  ___________________________________________________________________
 EO0418* NAD 83(1986)-  34 01 48.     (N)    103 33 13.     (W)     SCALED    
 EO0418* NAVD 88     -      1316.582  (meters)    4319.49   (feet)  ADJUSTED  
 EO0418  ___________________________________________________________________
 EO0418  GEOID HEIGHT-         -22.75  (meters)                     GEOID03
 EO0418  DYNAMIC HT  -        1314.835 (meters)    4313.75  (feet)  COMP
 EO0418  MODELED GRAV-     979,262.5   (mgal)                       NAVD 88
 EO0418
 EO0418  VERT ORDER  -  FIRST     CLASS II
 EO0418
 EO0418.The horizontal coordinates were scaled from a topographic map and have
 EO0418.an estimated accuracy of +/- 6 seconds.
 EO0418
 EO0418.The orthometric height was determined by differential leveling
 EO0418.and adjusted by the National Geodetic Survey in June 1991..
 EO0418
 EO0418.The geoid height was determined by GEOID03.
 EO0418
 EO0418.The dynamic height is computed by dividing the NAVD 88
 EO0418.geopotential number by the normal gravity value computed on the
 EO0418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0418.degrees latitude (g = 980.6199 gals.).
 EO0418
 EO0418.The modeled gravity was interpolated from observed gravity values.
 EO0418
 EO0418;                    North         East    Units  Estimated Accuracy
 EO0418;SPC NM E     -   336,260.      237,000.      MT  (+/- 180 meters Scaled)
 EO0418
 EO0418                          SUPERSEDED SURVEY CONTROL
 EO0418
 EO0418.No superseded survey control is available for this station.
 EO0418
 EO0418_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFT335664(NAD 83)
 EO0418_MARKER: DB = BENCH MARK DISK
 EO0418_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EO0418_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EO0418_STAMPING: G 200 1940
 EO0418_MARK LOGO: CGS   
 EO0418_PROJECTION: FLUSH
 EO0418_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EO0418+STABILITY: SURFACE MOTION
 EO0418
 EO0418  HISTORY     - Date     Condition        Report By
 EO0418  HISTORY     - 1940     MONUMENTED       CGS
 EO0418  HISTORY     - 1982     GOOD             NGS
 EO0418
 EO0418                          STATION DESCRIPTION
 EO0418
 EO0418'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 EO0418'8.2 MI NE FROM ELIDA.
 EO0418'8.2 MILES NORTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 EO0418'FROM THE STATION AT ELIDA, 46 FEET SOUTHWEST OF MILEPOST 34, 98 FEET
 EO0418'SOUTHEAST OF THE CENTERLINE OF THE TRACK, 42 FEET NORTHWEST OF THE
 EO0418'CENTERLINE OF U.S. HIGHWAY 70, IN LINE WITH AN IRON RIGHT-OF-WAY POST
 EO0418'AND IRON MILEPOST 34, 2 FEET NORTHWEST OF THE IRON RIGHT-OF-WAY POST,
 EO0418'AND 2 FEET EAST OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK,
 EO0418'STAMPED G 200 1940 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 EO0418'0.4 FOOT ABOVE GROUND.
 EO0418
 EO0418                          STATION RECOVERY (1982)
 EO0418
 EO0418'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 EO0418'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  26.1 KM (16.2
 EO0418'MI) SOUTHWESTERLY ALONG THE SANTA FE RAILROAD FROM THE RAILROAD
 EO0418'STATION IN PORTALES, 32.0 METERS (105.0 FT) SOUTHEAST OF MILEPOST 34,
 EO0418'29.1 METERS (95.5 FT) SOUTHEAST OF THE NEAR RAIL, 16.4 METERS (53.8
 EO0418'FT) NORTHWEST OF THE CENTERLINE OF U.S.  HIGHWAY 70, 14.2 METERS
 EO0418'(46.6 FT) SOUTH-SOUTHWEST OF A UTILITY POLE AND 0.8 METER (2.6 FT)
 EO0418'NORTHWEST OF A STEEL RIGHT-OF-WAY MARKER.
 EO0418'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 EO0418'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0572 ***********************************************************************
 DQ0572  DESIGNATION -  G 201
 DQ0572  PID         -  DQ0572
 DQ0572  STATE/COUNTY-  NM/CHAVES
 DQ0572  USGS QUAD   -  KENNA (1979)
 DQ0572
 DQ0572                         *CURRENT SURVEY CONTROL
 DQ0572  ___________________________________________________________________
 DQ0572* NAD 83(1986)-  33 47 27.     (N)    103 52 14.     (W)     SCALED    
 DQ0572* NAVD 88     -      1297.492  (meters)    4256.85   (feet)  ADJUSTED  
 DQ0572  ___________________________________________________________________
 DQ0572  GEOID HEIGHT-         -22.93  (meters)                     GEOID03
 DQ0572  DYNAMIC HT  -        1295.731 (meters)    4251.08  (feet)  COMP
 DQ0572  MODELED GRAV-     979,234.3   (mgal)                       NAVD 88
 DQ0572
 DQ0572  VERT ORDER  -  FIRST     CLASS II
 DQ0572
 DQ0572.The horizontal coordinates were scaled from a topographic map and have
 DQ0572.an estimated accuracy of +/- 6 seconds.
 DQ0572
 DQ0572.The orthometric height was determined by differential leveling
 DQ0572.and adjusted by the National Geodetic Survey in June 1991..
 DQ0572
 DQ0572.The geoid height was determined by GEOID03.
 DQ0572
 DQ0572.The dynamic height is computed by dividing the NAVD 88
 DQ0572.geopotential number by the normal gravity value computed on the
 DQ0572.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0572.degrees latitude (g = 980.6199 gals.).
 DQ0572
 DQ0572.The modeled gravity was interpolated from observed gravity values.
 DQ0572
 DQ0572;                    North         East    Units  Estimated Accuracy
 DQ0572;SPC NM E     -   309,550.      207,850.      MT  (+/- 180 meters Scaled)
 DQ0572
 DQ0572                          SUPERSEDED SURVEY CONTROL
 DQ0572
 DQ0572  NGVD 29 (??/??/92) 1296.877  (m)         4254.84   (f) ADJ UNCH    1 2
 DQ0572
 DQ0572.Superseded values are not recommended for survey control.
 DQ0572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0572.See file dsdata.txt to determine how the superseded data were derived.
 DQ0572
 DQ0572_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFT045395(NAD 83)
 DQ0572_MARKER: DB = BENCH MARK DISK
 DQ0572_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0572_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DQ0572_STAMPING: G 201 1941
 DQ0572_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0572+STABILITY: SURFACE MOTION
 DQ0572
 DQ0572  HISTORY     - Date     Condition        Report By
 DQ0572  HISTORY     - 1941     MONUMENTED       CGS
 DQ0572  HISTORY     - 1944     GOOD             NGS
 DQ0572  HISTORY     - 1982     MARK NOT FOUND   NGS
 DQ0572
 DQ0572                          STATION DESCRIPTION
 DQ0572
 DQ0572'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 DQ0572'6.5 MI SW FROM KENNA.
 DQ0572'IN CHAVES COUNTY, 6.5 MILES SOUTHWEST ALONG THE ATCHISON, TOPEKA AND
 DQ0572'SANTA FE RAILWAY FROM THE STATION AT KENNA, ROOSEVELT COUNTY, 89 FEET
 DQ0572'NORTHWEST OF IRON MILEPOST 59, 96 FEET NORTHWEST OF THE CENTERLINE OF
 DQ0572'THE TRACK, 4 FEET SOUTHEAST OF THE RIGHT-OF-WAY FENCE, 3 FEET WEST OF
 DQ0572'A WHITE WOODEN WITNESS POST, AND LEVEL WITH THE TRACK.  A STANDARD
 DQ0572'DISK, STAMPED G 201 1941 AND SET IN THE TOP OF A CONCRETE POST
 DQ0572'PROJECTING 0.7 FOOT ABOVE GROUND.
 DQ0572
 DQ0572                          STATION RECOVERY (1944)
 DQ0572
 DQ0572'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1944
 DQ0572'RECOVERED IN GOOD CONDITION.
 DQ0572
 DQ0572                          STATION RECOVERY (1982)
 DQ0572
 DQ0572'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 DQ0572'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0052 ***********************************************************************
 DR0052  DESIGNATION -  G 202
 DR0052  PID         -  DR0052
 DR0052  STATE/COUNTY-  NM/CHAVES
 DR0052  USGS QUAD   -  ACME (1982)
 DR0052
 DR0052                         *CURRENT SURVEY CONTROL
 DR0052  ___________________________________________________________________
 DR0052* NAD 83(1986)-  33 35 09.     (N)    104 17 59.     (W)     SCALED    
 DR0052* NAVD 88     -      1150.460  (meters)    3774.47   (feet)  ADJUSTED  
 DR0052  ___________________________________________________________________
 DR0052  GEOID HEIGHT-         -23.21  (meters)                     GEOID03
 DR0052  DYNAMIC HT  -        1148.913 (meters)    3769.39  (feet)  COMP
 DR0052  MODELED GRAV-     979,252.5   (mgal)                       NAVD 88
 DR0052
 DR0052  VERT ORDER  -  FIRST     CLASS II
 DR0052
 DR0052.The horizontal coordinates were scaled from a topographic map and have
 DR0052.an estimated accuracy of +/- 6 seconds.
 DR0052
 DR0052.The orthometric height was determined by differential leveling
 DR0052.and adjusted by the National Geodetic Survey in June 1991..
 DR0052
 DR0052.The geoid height was determined by GEOID03.
 DR0052
 DR0052.The dynamic height is computed by dividing the NAVD 88
 DR0052.geopotential number by the normal gravity value computed on the
 DR0052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0052.degrees latitude (g = 980.6199 gals.).
 DR0052
 DR0052.The modeled gravity was interpolated from observed gravity values.
 DR0052
 DR0052;                    North         East    Units  Estimated Accuracy
 DR0052;SPC NM E     -   286,720.      168,120.      MT  (+/- 180 meters Scaled)
 DR0052
 DR0052                          SUPERSEDED SURVEY CONTROL
 DR0052
 DR0052  NGVD 29 (??/??/92) 1149.909  (m)         3772.66   (f) ADJ UNCH    1 2
 DR0052
 DR0052.Superseded values are not recommended for survey control.
 DR0052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0052.See file dsdata.txt to determine how the superseded data were derived.
 DR0052
 DR0052_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SET649164(NAD 83)
 DR0052_MARKER: DB = BENCH MARK DISK
 DR0052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR0052_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DR0052_STAMPING: G 202 1941
 DR0052_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR0052+STABILITY: SURFACE MOTION
 DR0052
 DR0052  HISTORY     - Date     Condition        Report By
 DR0052  HISTORY     - 1941     MONUMENTED       CGS
 DR0052
 DR0052                          STATION DESCRIPTION
 DR0052
 DR0052'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 DR0052'2.0 MI NE FROM ACME.
 DR0052'2.0 MILES NORTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 DR0052'FROM THE STATION AT ACME, 16 FEET SOUTHEAST OF THE FIRST POLE WEST OF
 DR0052'MILEPOST 88, 97 FEET SOUTH OF THE CENTERLINE OF THE TRACK, 3 FEET
 DR0052'NORTH OF THE RIGHT-OF-WAY FENCE, 3 FEET WEST OF A WHITE WOODEN WITNESS
 DR0052'POST, AND ABOUT 3 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED
 DR0052'G 202 1941 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.8 FOOT
 DR0052'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0286 ***********************************************************************
 DR0286  DESIGNATION -  G 203
 DR0286  PID         -  DR0286
 DR0286  STATE/COUNTY-  NM/CHAVES
 DR0286  USGS QUAD   -  ROSWELL NORTH (1975)
 DR0286
 DR0286                         *CURRENT SURVEY CONTROL
 DR0286  ___________________________________________________________________
 DR0286* NAD 83(1986)-  33 24 31.     (N)    104 33 31.     (W)     SCALED    
 DR0286* NAVD 88     -      1103.812  (meters)    3621.42   (feet)  ADJUSTED  
 DR0286  ___________________________________________________________________
 DR0286  GEOID HEIGHT-         -23.15  (meters)                     GEOID03
 DR0286  DYNAMIC HT  -        1102.302 (meters)    3616.47  (feet)  COMP
 DR0286  MODELED GRAV-     979,231.5   (mgal)                       NAVD 88
 DR0286
 DR0286  VERT ORDER  -  FIRST     CLASS II
 DR0286
 DR0286.The horizontal coordinates were scaled from a topographic map and have
 DR0286.an estimated accuracy of +/- 6 seconds.
 DR0286
 DR0286.The orthometric height was determined by differential leveling
 DR0286.and adjusted by the National Geodetic Survey in June 1991..
 DR0286
 DR0286.The geoid height was determined by GEOID03.
 DR0286
 DR0286.The dynamic height is computed by dividing the NAVD 88
 DR0286.geopotential number by the normal gravity value computed on the
 DR0286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0286.degrees latitude (g = 980.6199 gals.).
 DR0286
 DR0286.The modeled gravity was interpolated from observed gravity values.
 DR0286
 DR0286;                    North         East    Units  Estimated Accuracy
 DR0286;SPC NM E     -   267,090.      144,050.      MT  (+/- 180 meters Scaled)
 DR0286
 DR0286                          SUPERSEDED SURVEY CONTROL
 DR0286
 DR0286  NGVD 29 (??/??/92) 1103.261  (m)         3619.62   (f) ADJ UNCH    1 2
 DR0286
 DR0286.Superseded values are not recommended for survey control.
 DR0286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0286.See file dsdata.txt to determine how the superseded data were derived.
 DR0286
 DR0286_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES410966(NAD 83)
 DR0286_MARKER: DB = BENCH MARK DISK
 DR0286_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DR0286_SP_SET: BLOCK
 DR0286_STAMPING: G 203 1941
 DR0286_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR0286
 DR0286  HISTORY     - Date     Condition        Report By
 DR0286  HISTORY     - 1941     MONUMENTED       CGS
 DR0286  HISTORY     - 1953     GOOD             NGS
 DR0286
 DR0286                          STATION DESCRIPTION
 DR0286
 DR0286'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 DR0286'IN ROSWELL AIRPORT.
 DR0286'AT ROSWELL, CHAVES COUNTY, ABOUT 3 MILES NORTHWEST OF THE COUNTY
 DR0286'COURTHOUSE AT THE WEST BOUNDARY LINE OF THE ROSWELL MUNICIPAL AIRPORT,
 DR0286'ABOUT 0.8 MILES WEST OF THE ADMINISTRATION BUILDING, AT THE CORNER
 DR0286'COMMON TO SECS. 25, 30, 31 AND 36, T 10 S, RS 23 AND 24E, 1.7 FEET
 DR0286'SOUTH OF AN E-W FENCE, 30.1 FEET WEST OF A N-S LANE FENCE AND 203.3
 DR0286'FEET WEST OF THE N-S BOUNDARY FENCE AT THE WEST EDGE OF THE ROSWELL
 DR0286'MUNICIPAL AIRPORT, SET IN TOP OF A 2 FOOT SQUARE CONCRETE BLOCK AND
 DR0286'FLUSH WITH THE SURFACE OF THE GROUND.  A STANDARD DISK, STAMPED G 203
 DR0286'1941.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0793 ***********************************************************************
 DR0793  DESIGNATION -  G 204
 DR0793  PID         -  DR0793
 DR0793  STATE/COUNTY-  NM/CHAVES
 DR0793  USGS QUAD   -  BAR C BAR RANCH (1991)
 DR0793
 DR0793                         *CURRENT SURVEY CONTROL
 DR0793  ___________________________________________________________________
 DR0793* NAD 83(1986)-  33 12 08.     (N)    104 08 03.     (W)     SCALED    
 DR0793* NAVD 88     -      1089.451  (meters)    3574.31   (feet)  ADJUSTED  
 DR0793  ___________________________________________________________________
 DR0793  GEOID HEIGHT-         -22.96  (meters)                     GEOID03
 DR0793  DYNAMIC HT  -        1087.967 (meters)    3569.44  (feet)  COMP
 DR0793  MODELED GRAV-     979,238.4   (mgal)                       NAVD 88
 DR0793
 DR0793  VERT ORDER  -  SECOND    CLASS 0
 DR0793
 DR0793.The horizontal coordinates were scaled from a topographic map and have
 DR0793.an estimated accuracy of +/- 6 seconds.
 DR0793
 DR0793.The orthometric height was determined by differential leveling
 DR0793.and adjusted by the National Geodetic Survey in June 1991..
 DR0793
 DR0793.The geoid height was determined by GEOID03.
 DR0793
 DR0793.The dynamic height is computed by dividing the NAVD 88
 DR0793.geopotential number by the normal gravity value computed on the
 DR0793.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0793.degrees latitude (g = 980.6199 gals.).
 DR0793
 DR0793.The modeled gravity was interpolated from observed gravity values.
 DR0793
 DR0793;                    North         East    Units  Estimated Accuracy
 DR0793;SPC NM E     -   244,200.      183,570.      MT  (+/- 180 meters Scaled)
 DR0793
 DR0793                          SUPERSEDED SURVEY CONTROL
 DR0793
 DR0793  NGVD 29 (??/??/92) 1088.997  (m)         3572.82   (f) ADJ UNCH    2 0
 DR0793
 DR0793.Superseded values are not recommended for survey control.
 DR0793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0793.See file dsdata.txt to determine how the superseded data were derived.
 DR0793
 DR0793_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES806740(NAD 83)
 DR0793_MARKER: DB = BENCH MARK DISK
 DR0793_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR0793_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DR0793_STAMPING: G 204 1941
 DR0793_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR0793+STABILITY: SURFACE MOTION
 DR0793
 DR0793  HISTORY     - Date     Condition        Report By
 DR0793  HISTORY     - 1941     MONUMENTED       CGS
 DR0793
 DR0793                          STATION DESCRIPTION
 DR0793
 DR0793'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 DR0793'15.8 MI E FROM DEXTER.
 DR0793'TO REACH BENCH MARK FROM THE DEXTER RAILROAD STATION, PROCEED EAST ON
 DR0793'MAIN ROAD, GO 2.0 MILES.  THENCE, TURN LEFT (NORTH), GO 0.8 MILES.
 DR0793'THENCE, TURN RIGHT (NORTHEAST), GO 0.3 MILES.  THENCE, TURN RIGHT
 DR0793'(EASTERLY), GO 1.7 MILES.  THENCE, TURN RIGHT (SOUTH), GO 0.6 MILES.
 DR0793'THENCE, TURN LEFT (EASTERLY), GO 2.6 MILES TO FORK IN ROAD.  THENCE,
 DR0793'TAKE LEFT FORK AND GO 0.2 MILES TO FORK IN ROAD.  THENCE, TAKE RIGHT
 DR0793'FORK AND GO 7.6 MILES TO A LARGE STEEL TANK TO SITE OF BENCH MARK.
 DR0793'BENCH MARK IS AT THE CROSSING OF LEVEL LINES.  0.2 MILES WEST OF BENCH
 DR0793'MARK H 204.  60 FEET NORTHWEST OF A LARGE STEEL WATER TANK.  24 FEET
 DR0793'SOUTH OF THE CENTER LINE OF A GATE IN FENCE ACROSS THE ROAD.  3 FEET
 DR0793'NORTH OF A 4 X 4 INCH WOODEN MARKER POST.  THE MONUMENT PROJECTS 0.4
 DR0793'FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0127 ***********************************************************************
 DR0127  DESIGNATION -  G 205
 DR0127  PID         -  DR0127
 DR0127  STATE/COUNTY-  NM/CHAVES
 DR0127  USGS QUAD   -  HAGERMAN (1975)
 DR0127
 DR0127                         *CURRENT SURVEY CONTROL
 DR0127  ___________________________________________________________________
 DR0127* NAD 83(1986)-  33 07 03.     (N)    104 19 05.     (W)     SCALED    
 DR0127* NAVD 88     -      1040.425  (meters)    3413.46   (feet)  POSTED    
 DR0127  ___________________________________________________________________
 DR0127  GEOID HEIGHT-         -23.13  (meters)                     GEOID03
 DR0127  DYNAMIC HT  -        1039.010 (meters)    3408.82  (feet)  COMP
 DR0127  MODELED GRAV-     979,238.9   (mgal)                       NAVD 88
 DR0127
 DR0127  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 DR0127
 DR0127.The horizontal coordinates were scaled from a topographic map and have
 DR0127.an estimated accuracy of +/- 6 seconds.
 DR0127
 DR0127.The orthometric height was determined by differential leveling
 DR0127.and adjusted by the National Geodetic Survey in 1992..
 DR0127.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 DR0127.rate greater than 8.0 mm/km.
 DR0127
 DR0127.The geoid height was determined by GEOID03.
 DR0127
 DR0127.The dynamic height is computed by dividing the NAVD 88
 DR0127.geopotential number by the normal gravity value computed on the
 DR0127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0127.degrees latitude (g = 980.6199 gals.).
 DR0127
 DR0127.The modeled gravity was interpolated from observed gravity values.
 DR0127
 DR0127;                    North         East    Units  Estimated Accuracy
 DR0127;SPC NM E     -   234,780.      166,430.      MT  (+/- 180 meters Scaled)
 DR0127
 DR0127                          SUPERSEDED SURVEY CONTROL
 DR0127
 DR0127  NGVD 29 (??/??/92) 1039.896  (m)         3411.73   (f) ADJ UNCH    1 2
 DR0127
 DR0127.Superseded values are not recommended for survey control.
 DR0127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0127.See file dsdata.txt to determine how the superseded data were derived.
 DR0127
 DR0127_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES636645(NAD 83)
 DR0127_MARKER: DB = BENCH MARK DISK
 DR0127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR0127_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DR0127_STAMPING: G 205 1941
 DR0127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR0127+STABILITY: SURFACE MOTION
 DR0127
 DR0127  HISTORY     - Date     Condition        Report By
 DR0127  HISTORY     - 1941     MONUMENTED       CGS
 DR0127  HISTORY     - 1957     GOOD             NGS
 DR0127
 DR0127                          STATION DESCRIPTION
 DR0127
 DR0127'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 DR0127'0.7 MI NE FROM HAGERMAN.
 DR0127'ABOUT 0.2 MILE NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 DR0127'FROM THE STATION AT HAGERMAN, THENCE 0.5 MILE EAST ALONG A GRAVELED
 DR0127'ROAD, 57 FEET NORTHEAST OF THE CENTER OF THE INTERSECTION OF STATE
 DR0127'HIGHWAY 31, 51 FEET EAST OF THE CENTER LINE OF A ROAD, 25 FEET NORTH
 DR0127'OF THE CENTER LINE OF THE HIGHWAY, 73 FEET SOUTHWEST OF THE SOUTHWEST
 DR0127'CORNER OF A HOUSE, 20 FEET WEST OF A 24-INCH COTTONWOOD, 1 1/2 FEET
 DR0127'NORTH OF A WHITE WOODEN WITNESS POST, AND IN THE TOP OF A CONCRETE
 DR0127'POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0090 ***********************************************************************
 FO0090  DESIGNATION -  G 208
 FO0090  PID         -  FO0090
 FO0090  STATE/COUNTY-  NM/SANDOVAL
 FO0090  USGS QUAD   -  BLAND (1993)
 FO0090
 FO0090                         *CURRENT SURVEY CONTROL
 FO0090  ___________________________________________________________________
 FO0090* NAD 83(1986)-  35 49 44.     (N)    106 23 58.     (W)     SCALED    
 FO0090* NAVD 88     -      2687.029  (meters)    8815.69   (feet)  ADJUSTED  
 FO0090  ___________________________________________________________________
 FO0090  GEOID HEIGHT-         -19.13  (meters)                     GEOID03
 FO0090  DYNAMIC HT  -        2683.011 (meters)    8802.51  (feet)  COMP
 FO0090  MODELED GRAV-     979,039.7   (mgal)                       NAVD 88
 FO0090
 FO0090  VERT ORDER  -  SECOND    CLASS 0
 FO0090
 FO0090.The horizontal coordinates were scaled from a topographic map and have
 FO0090.an estimated accuracy of +/- 6 seconds.
 FO0090
 FO0090.The orthometric height was determined by differential leveling
 FO0090.and adjusted by the National Geodetic Survey in June 1991..
 FO0090
 FO0090.The geoid height was determined by GEOID03.
 FO0090
 FO0090.The dynamic height is computed by dividing the NAVD 88
 FO0090.geopotential number by the normal gravity value computed on the
 FO0090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0090.degrees latitude (g = 980.6199 gals.).
 FO0090
 FO0090.The modeled gravity was interpolated from observed gravity values.
 FO0090
 FO0090;                    North         East    Units  Estimated Accuracy
 FO0090;SPC NM C     -   535,540.      486,500.      MT  (+/- 180 meters Scaled)
 FO0090
 FO0090                          SUPERSEDED SURVEY CONTROL
 FO0090
 FO0090  NGVD 29 (??/??/92) 2685.812  (m)         8811.70   (f) ADJ UNCH    2 0
 FO0090
 FO0090.Superseded values are not recommended for survey control.
 FO0090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0090.See file dsdata.txt to determine how the superseded data were derived.
 FO0090
 FO0090_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV735658(NAD 83)
 FO0090_MARKER: DB = BENCH MARK DISK
 FO0090_SETTING: 80 = SET IN A BOULDER
 FO0090_SP_SET: BOULDER
 FO0090_STAMPING: G 208 1941
 FO0090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO0090+STABILITY: SURFACE MOTION
 FO0090
 FO0090  HISTORY     - Date     Condition        Report By
 FO0090  HISTORY     - 1941     MONUMENTED       CGS
 FO0090
 FO0090                          STATION DESCRIPTION
 FO0090
 FO0090'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 FO0090'10.0 MI SW FROM OTOWI.
 FO0090'6.4 MILES WEST ALONG A ROAD LEADING TO SULPHUR SPRINGS FROM THE POST
 FO0090'OFFICE AT OTOWI, SANDOVAL COUNTY, THENCE 1.2 MILES NORTHWEST ALONG
 FO0090'STATE HIGHWAY 4, AND THENCE 2.4 MILES SOUTHWEST ALONG AN OLD ROAD
 FO0090'LEADING TO SULPHUR SPRINGS, 0.1 MILE SOUTH OF A CATTLEGUARD, 0.03 MILE
 FO0090'NORTH OF THE INTERSECTION OF STATE HIGHWAY 4, ON THE INSIDE OF A SHARP
 FO0090'CURVE, 45 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 10 FEET EAST OF
 FO0090'THE CENTERLINE OF THE OLD ROAD, IN THE TOP OF A GRANITE BOULDER
 FO0090'PROJECTING 3 FEET ABOVE THE GROUND, 15 FEET HIGHER THAN THE HIGHWAY,
 FO0090'AND 5 FEET HIGHER THAN THE OLD ROAD.  A STANDARD DISK, STAMPED G 208
 FO0090'1941.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0035 ***********************************************************************
 FP0035  DESIGNATION -  G 209
 FP0035  PID         -  FP0035
 FP0035  STATE/COUNTY-  NM/MCKINLEY
 FP0035  USGS QUAD   -  THOREAU (1980)
 FP0035
 FP0035                         *CURRENT SURVEY CONTROL
 FP0035  ___________________________________________________________________
 FP0035* NAD 83(1986)-  35 23 56.     (N)    108 12 34.     (W)     SCALED    
 FP0035* NAVD 88     -      2165.017  (meters)    7103.06   (feet)  ADJUSTED  
 FP0035  ___________________________________________________________________
 FP0035  GEOID HEIGHT-         -20.18  (meters)                     GEOID03
 FP0035  DYNAMIC HT  -        2161.917 (meters)    7092.89  (feet)  COMP
 FP0035  MODELED GRAV-     979,124.2   (mgal)                       NAVD 88
 FP0035
 FP0035  VERT ORDER  -  FIRST     CLASS II
 FP0035
 FP0035.The horizontal coordinates were scaled from a topographic map and have
 FP0035.an estimated accuracy of +/- 6 seconds.
 FP0035
 FP0035.The orthometric height was determined by differential leveling
 FP0035.and adjusted by the National Geodetic Survey in June 1991..
 FP0035
 FP0035.The geoid height was determined by GEOID03.
 FP0035
 FP0035.The dynamic height is computed by dividing the NAVD 88
 FP0035.geopotential number by the normal gravity value computed on the
 FP0035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0035.degrees latitude (g = 980.6199 gals.).
 FP0035
 FP0035.The modeled gravity was interpolated from observed gravity values.
 FP0035
 FP0035;                    North         East    Units  Estimated Accuracy
 FP0035;SPC NM W     -   487,900.      795,840.      MT  (+/- 180 meters Scaled)
 FP0035
 FP0035                          SUPERSEDED SURVEY CONTROL
 FP0035
 FP0035  NGVD 29 (??/??/92) 2163.928  (m)         7099.49   (f) ADJ UNCH    1 2
 FP0035
 FP0035.Superseded values are not recommended for survey control.
 FP0035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0035.See file dsdata.txt to determine how the superseded data were derived.
 FP0035
 FP0035_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYE534208(NAD 83)
 FP0035_MARKER: DB = BENCH MARK DISK
 FP0035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FP0035_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FP0035_STAMPING: G 209 1941
 FP0035_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FP0035+STABILITY: SURFACE MOTION
 FP0035
 FP0035  HISTORY     - Date     Condition        Report By
 FP0035  HISTORY     - 1941     MONUMENTED       CGS
 FP0035  HISTORY     - 1982     MARK NOT FOUND   NGS
 FP0035
 FP0035                          STATION DESCRIPTION
 FP0035
 FP0035'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 FP0035'0.9 MI E FROM THOREAU.
 FP0035'TO REACH FROM THE ATCHISON, TOPEKA AND SANTA FE RAILROAD STATION AT
 FP0035'THOREAU-- GO 0.9 MILE EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 FP0035'RAILROAD RIGHT-OF-WAY TO THE SITE OF BENCH MARK.  BENCH MARK IS ABOUT
 FP0035'0.3 MILES EAST OF THE PLACE WHERE DOUBLE TRACK BRANCHES, 6 POLES WEST
 FP0035'OF MILE POLE NO. 124 1/2, AND SET IN THE CENTER OF OLD HIGHWAY BED. IT
 FP0035'IS 85.0 FEET NORTH OF AND ABOUT 1.5 FEET BELOW THE CENTERLINE OF THE
 FP0035'MAIN NORTH TRACK, 3.0 FEET EAST OF A 4X4-INCH WOODEN MARKER POST AND
 FP0035'1.0 FOOT SOUTH OF RIGHT-OF-WAY FENCE.  THE MONUMENT PROJECTS 0.5 FOOT.
 FP0035
 FP0035                          STATION RECOVERY (1982)
 FP0035
 FP0035'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FP0035'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0285 ***********************************************************************
 EP0285  DESIGNATION -  G 21
 EP0285  PID         -  EP0285
 EP0285  STATE/COUNTY-  NM/TORRANCE
 EP0285  USGS QUAD   -  DURAN (1981)
 EP0285
 EP0285                         *CURRENT SURVEY CONTROL
 EP0285  ___________________________________________________________________
 EP0285* NAD 83(1986)-  34 27 41.     (N)    105 24 13.     (W)     SCALED    
 EP0285* NAVD 88     -      1924.547  (meters)    6314.12   (feet)  ADJUSTED  
 EP0285  ___________________________________________________________________
 EP0285  GEOID HEIGHT-         -20.37  (meters)                     GEOID03
 EP0285  DYNAMIC HT  -        1921.770 (meters)    6305.01  (feet)  COMP
 EP0285  MODELED GRAV-     979,123.4   (mgal)                       NAVD 88
 EP0285
 EP0285  VERT ORDER  -  FIRST     CLASS II
 EP0285
 EP0285.The horizontal coordinates were scaled from a topographic map and have
 EP0285.an estimated accuracy of +/- 6 seconds.
 EP0285
 EP0285.The orthometric height was determined by differential leveling
 EP0285.and adjusted by the National Geodetic Survey in June 1991..
 EP0285
 EP0285.The geoid height was determined by GEOID03.
 EP0285
 EP0285.The dynamic height is computed by dividing the NAVD 88
 EP0285.geopotential number by the normal gravity value computed on the
 EP0285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EP0285.degrees latitude (g = 980.6199 gals.).
 EP0285
 EP0285.The modeled gravity was interpolated from observed gravity values.
 EP0285
 EP0285;                    North         East    Units  Estimated Accuracy
 EP0285;SPC NM C     -   384,150.      577,760.      MT  (+/- 180 meters Scaled)
 EP0285
 EP0285                          SUPERSEDED SURVEY CONTROL
 EP0285
 EP0285  NGVD 29 (??/??/92) 1923.707  (m)         6311.36   (f) ADJ UNCH    1 2
 EP0285
 EP0285.Superseded values are not recommended for survey control.
 EP0285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EP0285.See file dsdata.txt to determine how the superseded data were derived.
 EP0285
 EP0285_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDU629133(NAD 83)
 EP0285_MARKER: DB = BENCH MARK DISK
 EP0285_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EP0285_SP_SET: ABUTMENT
 EP0285_STAMPING: 6311.362 G 21 1932
 EP0285_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EP0285
 EP0285  HISTORY     - Date     Condition        Report By
 EP0285  HISTORY     - 1932     MONUMENTED       CGS
 EP0285  HISTORY     - 1934     GOOD             NGS
 EP0285  HISTORY     - 1966     GOOD             NGS
 EP0285  HISTORY     - 1980     GOOD             NGS
 EP0285
 EP0285                          STATION DESCRIPTION
 EP0285
 EP0285'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 EP0285'0.9 MI SW FROM DURAN.
 EP0285'0.9 MILE SOUTHWEST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 EP0285'STATION AT DURAN, TORRANCE COUNTY, BETWEEN THE THIRD AND FOURTH POLES
 EP0285'NORTH OF BLOCK SIGNAL 1509.7, AT CONCRETE DECK BRIDGE 1509.87, IN THE
 EP0285'TOP OF THE EAST END OF THE SOUTH ABUTMENT, AND 9 FEET EAST OF THE
 EP0285'CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED 6311.362 G 21 1932.
 EP0285
 EP0285                          STATION RECOVERY (1966)
 EP0285
 EP0285'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 EP0285'RECOVERED IN GOOD CONDITION.
 EP0285
 EP0285                          STATION RECOVERY (1980)
 EP0285
 EP0285'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 EP0285'1.1 KM (0.7 MI) SOUTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD
 EP0285'FROM THE POST OFFICE IN DURAN, IN TOP OF AND 0.3 METER (1.0 FT)
 EP0285'NORTHWEST OF THE SOUTHEAST END OF THE SOUTHWEST CONCRETE ABUTMENT
 EP0285'OF BRIDGE NUMBER 1509.7, 30.5 METERS (100.0 FT) NORTHWEST OF THE
 EP0285'CENTERLINE OF U.S. HIGHWAY 54 AND 2.7 METERS (9.0 FT) SOUTHEAST
 EP0285'OF THE NEAR RAIL.  NOTE=THE BRIDGE ABUTMENT HAS BEEN BUILT UP ABOUT
 EP0285'1 FT AND ACCESS TO THE DISK IS THROUGH A 4-INCH METAL CAN SURROUNDED
 EP0285'BY CONCRETE.
 EP0285'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0699 ***********************************************************************
 FO0699  DESIGNATION -  G 210
 FO0699  PID         -  FO0699
 FO0699  STATE/COUNTY-  NM/CIBOLA
 FO0699  USGS QUAD   -  MILAN (1995)
 FO0699
 FO0699                         *CURRENT SURVEY CONTROL
 FO0699  ___________________________________________________________________
 FO0699* NAD 83(1986)-  35 12 25.     (N)    107 54 26.     (W)     SCALED    
 FO0699* NAVD 88     -      1994.404  (meters)    6543.31   (feet)  ADJUSTED  
 FO0699  ___________________________________________________________________
 FO0699  GEOID HEIGHT-         -20.34  (meters)                     GEOID03
 FO0699  DYNAMIC HT  -        1991.570 (meters)    6534.01  (feet)  COMP
 FO0699  MODELED GRAV-     979,142.0   (mgal)                       NAVD 88
 FO0699
 FO0699  VERT ORDER  -  FIRST     CLASS II
 FO0699
 FO0699.The horizontal coordinates were scaled from a topographic map and have
 FO0699.an estimated accuracy of +/- 6 seconds.
 FO0699
 FO0699.The orthometric height was determined by differential leveling
 FO0699.and adjusted by the National Geodetic Survey in June 1991..
 FO0699
 FO0699.The geoid height was determined by GEOID03.
 FO0699
 FO0699.The dynamic height is computed by dividing the NAVD 88
 FO0699.geopotential number by the normal gravity value computed on the
 FO0699.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0699.degrees latitude (g = 980.6199 gals.).
 FO0699
 FO0699.The modeled gravity was interpolated from observed gravity values.
 FO0699
 FO0699;                    North         East    Units  Estimated Accuracy
 FO0699;SPC NM W     -   466,540.      823,270.      MT  (+/- 180 meters Scaled)
 FO0699
 FO0699                          SUPERSEDED SURVEY CONTROL
 FO0699
 FO0699  NGVD 29 (??/??/92) 1993.380  (m)         6539.95   (f) ADJ UNCH    1 2
 FO0699
 FO0699.Superseded values are not recommended for survey control.
 FO0699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0699.See file dsdata.txt to determine how the superseded data were derived.
 FO0699
 FO0699_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBU353998(NAD 83)
 FO0699_MARKER: DB = BENCH MARK DISK
 FO0699_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FO0699_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FO0699_STAMPING: G 210 1941
 FO0699_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO0699+STABILITY: SURFACE MOTION
 FO0699
 FO0699  HISTORY     - Date     Condition        Report By
 FO0699  HISTORY     - 1941     MONUMENTED       CGS
 FO0699  HISTORY     - 1982     MARK NOT FOUND   NGS
 FO0699
 FO0699                          STATION DESCRIPTION
 FO0699
 FO0699'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 FO0699'5.5 MI NW FROM GRANTS.
 FO0699'TO REACH FROM THE ATCHISON, TOPEKA AND SANTA FE RAILROAD STATION AT
 FO0699'GRANTS.  GO 5.5 MILES NORTHWESTERLY ALONG THE ATCHISON TOPEKA AND
 FO0699'SANTA FE RIGHT-OF-WAY TO THE SITE OF BENCH MARK.  BENCH MARK IS 4
 FO0699'POLES SOUTHEAST OF SIGN TOLTEC, OPPOSITE MILE POLE NO. 101 AND 95.0
 FO0699'FEET SOUTHWEST OF AND ABOUT 5.0 FEET BELOW THE CENTERLINE OF THE MAIN
 FO0699'SOUTH TRACKS.  IT IS 55.0 FEET NORTHEAST OF THE CENTERLINE OF U.S.
 FO0699'HIGHWAY NO. 66, ON RIDGE BETWEEN THE HIGHWAY AND RAILROAD, 11.0 FEET
 FO0699'WEST OF A TELEPHONE POLE, 8.0 FEET NORTHEAST OF RIGHT-OF-WAY FENCE AND
 FO0699'2.7 FEET SOUTH OF 4X4-INCH WOODEN MARKER POST.  THE MONUMENT PROJECTS
 FO0699'0.5 FOOT.
 FO0699
 FO0699                          STATION RECOVERY (1982)
 FO0699
 FO0699'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FO0699'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0737 ***********************************************************************
 FO0737  DESIGNATION -  G 211
 FO0737  PID         -  FO0737
 FO0737  STATE/COUNTY-  NM/CIBOLA
 FO0737  USGS QUAD   -  CUBERO (1971)
 FO0737
 FO0737                         *CURRENT SURVEY CONTROL
 FO0737  ___________________________________________________________________
 FO0737* NAD 83(1986)-  35 03 30.     (N)    107 34 02.     (W)     SCALED    
 FO0737* NAVD 88     -      1833.249  (meters)    6014.58   (feet)  POSTED    
 FO0737  ___________________________________________________________________
 FO0737  GEOID HEIGHT-         -20.75  (meters)                     GEOID03
 FO0737  DYNAMIC HT  -        1830.660 (meters)    6006.09  (feet)  COMP
 FO0737  MODELED GRAV-     979,156.3   (mgal)                       NAVD 88
 FO0737
 FO0737  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 FO0737
 FO0737.The horizontal coordinates were scaled from a topographic map and have
 FO0737.an estimated accuracy of +/- 6 seconds.
 FO0737
 FO0737.The orthometric height was determined by differential leveling
 FO0737.and adjusted by the National Geodetic Survey in 1992..
 FO0737.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 FO0737.rate of 1.1 thru 2.0 mm/km.
 FO0737
 FO0737.The geoid height was determined by GEOID03.
 FO0737
 FO0737.The dynamic height is computed by dividing the NAVD 88
 FO0737.geopotential number by the normal gravity value computed on the
 FO0737.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0737.degrees latitude (g = 980.6199 gals.).
 FO0737
 FO0737.The modeled gravity was interpolated from observed gravity values.
 FO0737
 FO0737;                    North         East    Units  Estimated Accuracy
 FO0737;SPC NM W     -   450,090.      854,270.      MT  (+/- 180 meters Scaled)
 FO0737
 FO0737                          SUPERSEDED SURVEY CONTROL
 FO0737
 FO0737  NGVD 29 (??/??/92) 1832.225  (m)         6011.22   (f) ADJ UNCH    1 2
 FO0737
 FO0737.Superseded values are not recommended for survey control.
 FO0737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0737.See file dsdata.txt to determine how the superseded data were derived.
 FO0737
 FO0737_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBU658825(NAD 83)
 FO0737_MARKER: DB = BENCH MARK DISK
 FO0737_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FO0737_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FO0737_STAMPING: G 211 1941
 FO0737_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO0737+STABILITY: SURFACE MOTION
 FO0737
 FO0737  HISTORY     - Date     Condition        Report By
 FO0737  HISTORY     - 1941     MONUMENTED       CGS
 FO0737  HISTORY     - 1956     MARK NOT FOUND   USGS
 FO0737  HISTORY     - 1982     MARK NOT FOUND   NGS
 FO0737
 FO0737                          STATION DESCRIPTION
 FO0737
 FO0737'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 FO0737'8.4 MI W FROM NEW LAGUNA.
 FO0737'TO REACH FROM THE ATCHISON, TOPEKA AND SANTA FE RAILROAD STATION AT
 FO0737'NEW LAGUNA-- GO 8.4 MILES WESTERLY ALONG THE ATCHISON, TOPEKA AND
 FO0737'SANTA FE RIGHT-OF-WAY TO THE SITE OF BENCH MARK.  BENCH MARK IS ABOUT
 FO0737'0.5 MILE EAST OF SIDING SIGN ACOMITA, ABOUT 115.0 FEET NORTHEAST OF A
 FO0737'ROAD CROSSING AND 36.0 FEET NORTHEAST OF THE THIRD POLE EAST OF MILE
 FO0737'POLE NO. 77.  IT IS 88.0 FEET NORTH OF AND ABOUT 2.5 FEET BELOW THE
 FO0737'CENTERLINE OF THE MAIN NORTH TRACKS, 54.0 FEET EAST OF THE CENTER OF
 FO0737'NORTH-SOUTH ROAD AND 18.5 FEET SOUTH OF SIDE ROAD LEADING EAST.  IT IS
 FO0737'5.7 FEET SOUTHWEST OF RIGHT-OF-WAY FENCE CORNER, 3.0 FEET NORTH OF A
 FO0737'4X4-INCH WOODEN MARKER POST AND 1.6 FEET WEST OF RIGHT-OF-WAY FENCE.
 FO0737'THE MONUMENT PROJECTS 0.7 FOOT.
 FO0737
 FO0737                          STATION RECOVERY (1956)
 FO0737
 FO0737'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 FO0737'MARK NOT FOUND.
 FO0737
 FO0737                          STATION RECOVERY (1982)
 FO0737
 FO0737'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FO0737'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0033 ***********************************************************************
 DT0033  DESIGNATION -  G 213
 DT0033  PID         -  DT0033
 DT0033  STATE/COUNTY-  NM/CATRON
 DT0033  USGS QUAD   -  O BAR O CANYON EAST (1981)
 DT0033
 DT0033                         *CURRENT SURVEY CONTROL
 DT0033  ___________________________________________________________________
 DT0033* NAD 83(1986)-  33 30 33.     (N)    108 08 54.     (W)     SCALED    
 DT0033* NAVD 88     -      2103.418  (meters)    6900.96   (feet)  ADJUSTED  
 DT0033  ___________________________________________________________________
 DT0033  GEOID HEIGHT-         -22.34  (meters)                     GEOID03
 DT0033  DYNAMIC HT  -        2100.050 (meters)    6889.91  (feet)  COMP
 DT0033  MODELED GRAV-     978,960.7   (mgal)                       NAVD 88
 DT0033
 DT0033  VERT ORDER  -  SECOND    CLASS 0
 DT0033
 DT0033.The horizontal coordinates were scaled from a topographic map and have
 DT0033.an estimated accuracy of +/- 6 seconds.
 DT0033
 DT0033.The orthometric height was determined by differential leveling
 DT0033.and adjusted by the National Geodetic Survey in June 1991..
 DT0033
 DT0033.The geoid height was determined by GEOID03.
 DT0033
 DT0033.The dynamic height is computed by dividing the NAVD 88
 DT0033.geopotential number by the normal gravity value computed on the
 DT0033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0033.degrees latitude (g = 980.6199 gals.).
 DT0033
 DT0033.The modeled gravity was interpolated from observed gravity values.
 DT0033
 DT0033;                    North         East    Units  Estimated Accuracy
 DT0033;SPC NM W     -   278,270.      800,740.      MT  (+/- 180 meters Scaled)
 DT0033
 DT0033                          SUPERSEDED SURVEY CONTROL
 DT0033
 DT0033  NGVD 29 (??/??/92) 2102.485  (m)         6897.90   (f) ADJ UNCH    2 0
 DT0033
 DT0033.Superseded values are not recommended for survey control.
 DT0033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0033.See file dsdata.txt to determine how the superseded data were derived.
 DT0033
 DT0033_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYC648113(NAD 83)
 DT0033_MARKER: DB = BENCH MARK DISK
 DT0033_SETTING: 66 = SET IN ROCK OUTCROP
 DT0033_SP_SET: ROCK OUTCROP
 DT0033_STAMPING: G 213 1941
 DT0033_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DT0033+STABILITY: POSITION/ELEVATION WELL
 DT0033
 DT0033  HISTORY     - Date     Condition        Report By
 DT0033  HISTORY     - 1941     MONUMENTED       CGS
 DT0033  HISTORY     - 1975     GOOD             USGS
 DT0033
 DT0033                          STATION DESCRIPTION
 DT0033
 DT0033'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 DT0033'5.5 MI NW FROM BEAVERHEAD.
 DT0033'5.5 MILES NORTHWEST ALONG STATE HIGHWAY 61 FROM THE RANGER STATION AT
 DT0033'BEAVERHEAD, CATRON COUNTY, AT THE POINT WHERE THE OLD AND THE NEW
 DT0033'HIGHWAYS MEET, 250 FEET WEST OF THE CENTER LINE OF THE NEW HIGHWAY,
 DT0033'250 FEET EAST OF THE CENTER LINE OF THE OLD HIGHWAY, ON THE SOUTH EDGE
 DT0033'OF A LARGE FLAT, IN THE TOP OF A ROCK OUTCROP, 5 FEET BELOW THE NEW
 DT0033'HIGHWAY, AND 4 FEET ABOVE THE OLD HIGHWAY.  A STANDARD DISK, STAMPED G
 DT0033'213 1941.
 DT0033
 DT0033                          STATION RECOVERY (1975)
 DT0033
 DT0033'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 DT0033'FROM THE RANGER STATION AT BEAVERHEAD 8.0 MILES NORTHWEST ALONG STATE
 DT0033'HIGHWAY 61 AT A POINT WHERE THE ROAD COMES DOWN INTO A FLAT GRASSY
 DT0033'AREA, AT THE MOUTH OF THE FLAT WHERE IT NARROWS INTO THE CANYON, 225
 DT0033'FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 5 FEET LOWER THAN THE
 DT0033'HIGHWAY AND 2 FEET HIGHER THAN THE CANYON BOTTOM, ON THE SOUTH EDGE
 DT0033'OF THE FLAT, ON TOP OF A ROCK OUTCROP, A STANDARD DISK STAMPED G 213
 DT0033'1941.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0458 ***********************************************************************
 GL0458  DESIGNATION -  G 214
 GL0458  PID         -  GL0458
 GL0458  STATE/COUNTY-  NM/UNION
 GL0458  USGS QUAD   -  MOSES (1972)
 GL0458
 GL0458                         *CURRENT SURVEY CONTROL
 GL0458  ___________________________________________________________________
 GL0458* NAD 83(1986)-  36 42 48.     (N)    103 01 04.     (W)     SCALED    
 GL0458* NAVD 88     -      1471.307  (meters)    4827.11   (feet)  ADJUSTED  
 GL0458  ___________________________________________________________________
 GL0458  GEOID HEIGHT-         -22.38  (meters)                     GEOID03
 GL0458  DYNAMIC HT  -        1469.620 (meters)    4821.58  (feet)  COMP
 GL0458  MODELED GRAV-     979,432.7   (mgal)                       NAVD 88
 GL0458
 GL0458  VERT ORDER  -  SECOND    CLASS 0
 GL0458
 GL0458.The horizontal coordinates were scaled from a topographic map and have
 GL0458.an estimated accuracy of +/- 6 seconds.
 GL0458
 GL0458.The orthometric height was determined by differential leveling
 GL0458.and adjusted by the National Geodetic Survey in June 1991..
 GL0458
 GL0458.The geoid height was determined by GEOID03.
 GL0458
 GL0458.The dynamic height is computed by dividing the NAVD 88
 GL0458.geopotential number by the normal gravity value computed on the
 GL0458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0458.degrees latitude (g = 980.6199 gals.).
 GL0458
 GL0458.The modeled gravity was interpolated from observed gravity values.
 GL0458
 GL0458;                    North         East    Units  Estimated Accuracy
 GL0458;SPC NM E     -   634,470.      282,530.      MT  (+/- 180 meters Scaled)
 GL0458
 GL0458                          SUPERSEDED SURVEY CONTROL
 GL0458
 GL0458  NGVD 29 (??/??/92) 1470.613  (m)         4824.84   (f) ADJ UNCH    2 0
 GL0458
 GL0458.Superseded values are not recommended for survey control.
 GL0458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0458.See file dsdata.txt to determine how the superseded data were derived.
 GL0458
 GL0458_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA770649(NAD 83)
 GL0458_MARKER: DB = BENCH MARK DISK
 GL0458_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0458_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0458_STAMPING: G 214 1941
 GL0458_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0458+STABILITY: SURFACE MOTION
 GL0458
 GL0458  HISTORY     - Date     Condition        Report By
 GL0458  HISTORY     - 1941     MONUMENTED       CGS
 GL0458  HISTORY     - 1966     GOOD             USGS
 GL0458  HISTORY     - 1971     GOOD             USGS
 GL0458
 GL0458                          STATION DESCRIPTION
 GL0458
 GL0458'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 GL0458'2.2 MI W FROM MEXHOMA, OKLA.
 GL0458'IN UNION COUNTY, NEW MEXICO, 2.2 MI. W. ALONG THE MEXHOMA-MOSES RD.
 GL0458'FROM THE POST-OFFICE OF MEXHOMA, CIMARRON COUNTY, OKLA.  IN UNION
 GL0458'COUNTY, NEW MEXICO, 7.1 MI. WEST ALONG PAVED RD. FROM THE POST-OFFICE
 GL0458'AT WHEELESS, CIMARRON COUNTY, OKLA., T. 29 N., R. 37 E., NEAR CORNER
 GL0458'SECTIONS 29, 30, 31 AND 32, 0.8 MI. WEST OF THE OKLAHOMA-NEW MEXICO
 GL0458'STATE LINE, 1.0 MI. E. OF THE JUNCTION OF ST. HWY. 18, 0.2 MI. E. OF A
 GL0458'SMALL BRIDGE, 59 FT. S. OF THE RD CENTER., 2.0 N. OF A R. O. W. FENCE,
 GL0458'3.0 FT. E. OF A WOODEN WITNESS POST AND ABOUT 1.0 FT. HIGHER THAN RD.,
 GL0458'IN CONCRETE POST PROJECTING 0.5 FT. ABOVE GROUND. A STANDARD DISK
 GL0458'STAMPED G-214 1941.
 GL0458
 GL0458                          STATION RECOVERY (1971)
 GL0458
 GL0458'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 GL0458'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0280 ***********************************************************************
 DQ0280  DESIGNATION -  G 215
 DQ0280  PID         -  DQ0280
 DQ0280  STATE/COUNTY-  NM/ROOSEVELT
 DQ0280  USGS QUAD   -  MILNESAND NW (1984)
 DQ0280
 DQ0280                         *CURRENT SURVEY CONTROL
 DQ0280  ___________________________________________________________________
 DQ0280* NAD 83(1986)-  33 42 56.     (N)    103 28 42.     (W)     SCALED    
 DQ0280* NAVD 88     -      1316.251  (meters)    4318.40   (feet)  ADJUSTED  
 DQ0280  ___________________________________________________________________
 DQ0280  GEOID HEIGHT-         -22.58  (meters)                     GEOID03
 DQ0280  DYNAMIC HT  -        1314.461 (meters)    4312.53  (feet)  COMP
 DQ0280  MODELED GRAV-     979,230.6   (mgal)                       NAVD 88
 DQ0280
 DQ0280  VERT ORDER  -  SECOND    CLASS 0
 DQ0280
 DQ0280.The horizontal coordinates were scaled from a topographic map and have
 DQ0280.an estimated accuracy of +/- 6 seconds.
 DQ0280
 DQ0280.The orthometric height was determined by differential leveling
 DQ0280.and adjusted by the National Geodetic Survey in June 1991..
 DQ0280
 DQ0280.The geoid height was determined by GEOID03.
 DQ0280
 DQ0280.The dynamic height is computed by dividing the NAVD 88
 DQ0280.geopotential number by the normal gravity value computed on the
 DQ0280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0280.degrees latitude (g = 980.6199 gals.).
 DQ0280
 DQ0280.The modeled gravity was interpolated from observed gravity values.
 DQ0280
 DQ0280;                    North         East    Units  Estimated Accuracy
 DQ0280;SPC NM E     -   301,440.      244,250.      MT  (+/- 180 meters Scaled)
 DQ0280
 DQ0280                          SUPERSEDED SURVEY CONTROL
 DQ0280
 DQ0280  NGVD 29 (??/??/92) 1315.694  (m)         4316.57   (f) ADJ UNCH    2 0
 DQ0280
 DQ0280.Superseded values are not recommended for survey control.
 DQ0280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0280.See file dsdata.txt to determine how the superseded data were derived.
 DQ0280
 DQ0280_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFT409316(NAD 83)
 DQ0280_MARKER: DB = BENCH MARK DISK
 DQ0280_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0280_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DQ0280_STAMPING: G 215 1943
 DQ0280_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0280+STABILITY: SURFACE MOTION
 DQ0280
 DQ0280  HISTORY     - Date     Condition        Report By
 DQ0280  HISTORY     - 1943     MONUMENTED       CGS
 DQ0280  HISTORY     - 1972     MARK NOT FOUND   USGS
 DQ0280
 DQ0280                          STATION DESCRIPTION
 DQ0280
 DQ0280'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 DQ0280'13.2 MI NW FROM MILNESAND.
 DQ0280'THIS MARK IS ABOUT 13.2 MILES NORTHWEST FROM THE POST OFFICE AT
 DQ0280'MILNESAND, ROOSEVELT COUNTY, SET ON THE OUT SIDE OF A 90 DEGREE CURVE,
 DQ0280'IN THE NORTHEAST CORNER OF A FENCE, 7.0 FEET SOUTH OF A FENCE RUNNING
 DQ0280'EAST-WEST, 14.0 FEET WEST OF A FENCE RUNNING NORTH-SOUTH, 62.0 FEET
 DQ0280'NORTHEAST OF THE CENTER LINE OF THE ROAD, PROJECTING ABOUT 5-INCHES
 DQ0280'ABOVE THE GROUND, 2.0 FEET NORTHWEST OF A WHITE REFERENCE POST.
 DQ0280
 DQ0280                          STATION RECOVERY (1972)
 DQ0280
 DQ0280'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 DQ0280'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0667 ***********************************************************************
 FO0667  DESIGNATION -  G 217
 FO0667  PID         -  FO0667
 FO0667  STATE/COUNTY-  NM/CIBOLA
 FO0667  USGS QUAD   -  LAGUNA (1971)
 FO0667
 FO0667                         *CURRENT SURVEY CONTROL
 FO0667  ___________________________________________________________________
 FO0667* NAD 83(1986)-  35 06 57.     (N)    107 25 54.     (W)     SCALED    
 FO0667* NAVD 88     -      2057.797  (meters)    6751.29   (feet)  ADJUSTED  
 FO0667  ___________________________________________________________________
 FO0667  GEOID HEIGHT-         -20.65  (meters)                     GEOID03
 FO0667  DYNAMIC HT  -        2054.827 (meters)    6741.54  (feet)  COMP
 FO0667  MODELED GRAV-     979,117.3   (mgal)                       NAVD 88
 FO0667
 FO0667  VERT ORDER  -  SECOND    CLASS 0
 FO0667
 FO0667.The horizontal coordinates were scaled from a topographic map and have
 FO0667.an estimated accuracy of +/- 6 seconds.
 FO0667
 FO0667.The orthometric height was determined by differential leveling
 FO0667.and adjusted by the National Geodetic Survey in June 1991..
 FO0667
 FO0667.The geoid height was determined by GEOID03.
 FO0667
 FO0667.The dynamic height is computed by dividing the NAVD 88
 FO0667.geopotential number by the normal gravity value computed on the
 FO0667.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0667.degrees latitude (g = 980.6199 gals.).
 FO0667
 FO0667.The modeled gravity was interpolated from observed gravity values.
 FO0667
 FO0667;                    North         East    Units  Estimated Accuracy
 FO0667;SPC NM W     -   456,510.      866,610.      MT  (+/- 180 meters Scaled)
 FO0667
 FO0667                          SUPERSEDED SURVEY CONTROL
 FO0667
 FO0667  NGVD 29 (??/??/92) 2056.692  (m)         6747.66   (f) ADJ UNCH    2 0
 FO0667
 FO0667.Superseded values are not recommended for survey control.
 FO0667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0667.See file dsdata.txt to determine how the superseded data were derived.
 FO0667
 FO0667_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBU783885(NAD 83)
 FO0667_MARKER: DB = BENCH MARK DISK
 FO0667_SETTING: 80 = SET IN A BOULDER
 FO0667_STAMPING: G 217 1941
 FO0667_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO0667+STABILITY: SURFACE MOTION
 FO0667
 FO0667  HISTORY     - Date     Condition        Report By
 FO0667  HISTORY     - 1941     MONUMENTED       CGS
 FO0667
 FO0667                          STATION DESCRIPTION
 FO0667
 FO0667'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 FO0667'2.3 MI E FROM ENCINAL.
 FO0667'TO REACH FROM THE CATHOLIC CHURCH AT ENCINAL-- GO 2.3 MILES EASTERLY
 FO0667'ALONG THE ROAD TO SAN MATEO TO THE SITE OF BENCH MARK.  BENCH MARK IS
 FO0667'ABOUT 1.4 MILES WEST OF THE SUMMIT OF STEEP GRADE, ABOUT 1.0 MILE WEST
 FO0667'OF INTERSECTION OF ROAD LEADING EASTERLY AND 71.0 FEET NORTHWEST OF
 FO0667'POINT WHERE TELEPHONE LINE CROSSES ROAD.  IT IS SET HORIZONTALLY IN
 FO0667'BROWN BOULDER PROJECTING 0.6 FOOT ON SAMLL ROCKY FLAT, 49.0 FEET WEST
 FO0667'OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE ROAD AND ON
 FO0667'THE OUTSIDE OF A CURVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0750 ***********************************************************************
 FO0750  DESIGNATION -  G 218
 FO0750  PID         -  FO0750
 FO0750  STATE/COUNTY-  NM/CIBOLA
 FO0750  USGS QUAD   -  MILAN (1995)
 FO0750
 FO0750                         *CURRENT SURVEY CONTROL
 FO0750  ___________________________________________________________________
 FO0750* NAD 83(1986)-  35 12 32.     (N)    107 52 33.     (W)     SCALED    
 FO0750* NAVD 88     -      2000.361  (meters)    6562.85   (feet)  ADJUSTED  
 FO0750  ___________________________________________________________________
 FO0750  GEOID HEIGHT-         -20.37  (meters)                     GEOID03
 FO0750  DYNAMIC HT  -        1997.513 (meters)    6553.51  (feet)  COMP
 FO0750  MODELED GRAV-     979,138.5   (mgal)                       NAVD 88
 FO0750
 FO0750  VERT ORDER  -  SECOND    CLASS 0
 FO0750
 FO0750.The horizontal coordinates were scaled from a topographic map and have
 FO0750.an estimated accuracy of +/- 6 seconds.
 FO0750
 FO0750.The orthometric height was determined by differential leveling
 FO0750.and adjusted by the National Geodetic Survey in June 1991..
 FO0750
 FO0750.The geoid height was determined by GEOID03.
 FO0750
 FO0750.The dynamic height is computed by dividing the NAVD 88
 FO0750.geopotential number by the normal gravity value computed on the
 FO0750.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0750.degrees latitude (g = 980.6199 gals.).
 FO0750
 FO0750.The modeled gravity was interpolated from observed gravity values.
 FO0750
 FO0750;                    North         East    Units  Estimated Accuracy
 FO0750;SPC NM W     -   466,760.      826,130.      MT  (+/- 180 meters Scaled)
 FO0750
 FO0750                          SUPERSEDED SURVEY CONTROL
 FO0750
 FO0750  NGVD 29 (??/??/92) 1999.311  (m)         6559.41   (f) ADJ UNCH    2 0
 FO0750
 FO0750.Superseded values are not recommended for survey control.
 FO0750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0750.See file dsdata.txt to determine how the superseded data were derived.
 FO0750
 FO0750_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBU382999(NAD 83)
 FO0750_MARKER: DB = BENCH MARK DISK
 FO0750_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FO0750_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FO0750_STAMPING: G 218 1941
 FO0750_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO0750+STABILITY: SURFACE MOTION
 FO0750
 FO0750  HISTORY     - Date     Condition        Report By
 FO0750  HISTORY     - 1941     MONUMENTED       CGS
 FO0750  HISTORY     - 1959     GOOD             LOCENG
 FO0750
 FO0750                          STATION DESCRIPTION
 FO0750
 FO0750'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 FO0750'5.9 MI NW FROM GRANTS.
 FO0750'TO REACH FROM THE ATCHISON, TOPEKA AND SANTA FE RAILROAD STATION AT
 FO0750'GRANTS-- GO 3.8 MILES NORTHWESTERLY ALONG THE U.S. HIGHWAY NO. 66 TO
 FO0750'THE INTERSECTION OF ROAD TO SAN MATEO.  THENCE, GO 2.1 MILES NORTHERLY
 FO0750'ALONG THE ROAD TO SAN MATEO TO THE SITE OF BENCH MARK. BENCH MARK IS
 FO0750'ABOUT 0.7 MILE SOUTH OF A CATTELE GUARD, AT THE SOUTH END OF A CURVE
 FO0750'AND 52.0 FEET WEST OF AND ABOUT THE SAME ELEVATION AT THE CENTERLINE
 FO0750'OF THE ROAD.  IT IS 3.0 FEET NORTH OF A 4X4-INCH WOODEN MARKER POST
 FO0750'AND 1.6 FEET EAST OF A FENCE.  THE MONUMENT PROJECTS 0.6 FOOT.
 FO0750
 FO0750                          STATION RECOVERY (1959)
 FO0750
 FO0750'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1959
 FO0750'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0588 ***********************************************************************
 DQ0588  DESIGNATION -  G 219
 DQ0588  PID         -  DQ0588
 DQ0588  STATE/COUNTY-  NM/CHAVES
 DQ0588  USGS QUAD   -  KENNA (1979)
 DQ0588
 DQ0588                         *CURRENT SURVEY CONTROL
 DQ0588  ___________________________________________________________________
 DQ0588* NAD 83(1986)-  33 47 10.     (N)    103 46 10.     (W)     SCALED    
 DQ0588* NAVD 88     -      1372.943  (meters)    4504.40   (feet)  ADJUSTED  
 DQ0588  ___________________________________________________________________
 DQ0588  GEOID HEIGHT-         -22.79  (meters)                     GEOID03
 DQ0588  DYNAMIC HT  -        1371.067 (meters)    4498.24  (feet)  COMP
 DQ0588  MODELED GRAV-     979,222.4   (mgal)                       NAVD 88
 DQ0588
 DQ0588  VERT ORDER  -  SECOND    CLASS 0
 DQ0588
 DQ0588.The horizontal coordinates were scaled from a topographic map and have
 DQ0588.an estimated accuracy of +/- 6 seconds.
 DQ0588
 DQ0588.The orthometric height was determined by differential leveling
 DQ0588.and adjusted by the National Geodetic Survey in June 1991..
 DQ0588
 DQ0588.The geoid height was determined by GEOID03.
 DQ0588
 DQ0588.The dynamic height is computed by dividing the NAVD 88
 DQ0588.geopotential number by the normal gravity value computed on the
 DQ0588.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0588.degrees latitude (g = 980.6199 gals.).
 DQ0588
 DQ0588.The modeled gravity was interpolated from observed gravity values.
 DQ0588
 DQ0588;                    North         East    Units  Estimated Accuracy
 DQ0588;SPC NM E     -   309,080.      217,220.      MT  (+/- 180 meters Scaled)
 DQ0588
 DQ0588                          SUPERSEDED SURVEY CONTROL
 DQ0588
 DQ0588  NGVD 29 (??/??/92) 1372.318  (m)         4502.35   (f) ADJ UNCH    2 0
 DQ0588
 DQ0588.Superseded values are not recommended for survey control.
 DQ0588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0588.See file dsdata.txt to determine how the superseded data were derived.
 DQ0588
 DQ0588_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFT139391(NAD 83)
 DQ0588_MARKER: DB = BENCH MARK DISK
 DQ0588_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0588_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DQ0588_STAMPING: G 219 1943
 DQ0588_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0588+STABILITY: SURFACE MOTION
 DQ0588
 DQ0588  HISTORY     - Date     Condition        Report By
 DQ0588  HISTORY     - 1943     MONUMENTED       CGS
 DQ0588
 DQ0588                          STATION DESCRIPTION
 DQ0588
 DQ0588'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 DQ0588'4.0 MI S FROM KENNA.
 DQ0588'THIS MARK IS ABOUT 4.0 MILES SOUTH FROM THE POST OFFICE AT KENNA,
 DQ0588'ROOSEVELT COUNTY, ABOUT 600 FEET WEST OF A WELL, 22.0 FEET NORTH OF
 DQ0588'THE CENTER LINE OF A ROAD RUNNING EAST TO THE WELL, 2.0 FEET WEST OF
 DQ0588'THE EAST RIGHT-OF-WAY FENCE, 35.0 FEET EAST OF THE CENTER LINE OF THE
 DQ0588'ROAD, PROJECTING ABOUT 6-INCHES ABOVE THE GROUND, 2.0 FEET SOUTHWEST
 DQ0588'OF A WHITE REFERENCE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0473 ***********************************************************************
 CW0473  DESIGNATION -  G 22
 CW0473  PID         -  CW0473
 CW0473  STATE/COUNTY-  NM/OTERO
 CW0473  USGS QUAD   -  ALAMOGORDO NORTH (1981)
 CW0473
 CW0473                         *CURRENT SURVEY CONTROL
 CW0473  ___________________________________________________________________
 CW0473* NAD 83(1986)-  32 53 07.     (N)    105 57 42.     (W)     SCALED    
 CW0473* NAVD 88     -      1315.537  (meters)    4316.06   (feet)  POSTED    
 CW0473  ___________________________________________________________________
 CW0473  GEOID HEIGHT-         -22.03  (meters)                     GEOID03
 CW0473  DYNAMIC HT  -        1313.590 (meters)    4309.67  (feet)  COMP
 CW0473  MODELED GRAV-     979,109.2   (mgal)                       NAVD 88
 CW0473
 CW0473  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 CW0473
 CW0473.The horizontal coordinates were scaled from a topographic map and have
 CW0473.an estimated accuracy of +/- 6 seconds.
 CW0473
 CW0473.The orthometric height was determined by differential leveling
 CW0473.and adjusted by the National Geodetic Survey in 1992..
 CW0473.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 CW0473.rate of 1.1 thru 2.0 mm/km.
 CW0473
 CW0473.The geoid height was determined by GEOID03.
 CW0473
 CW0473.The dynamic height is computed by dividing the NAVD 88
 CW0473.geopotential number by the normal gravity value computed on the
 CW0473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0473.degrees latitude (g = 980.6199 gals.).
 CW0473
 CW0473.The modeled gravity was interpolated from observed gravity values.
 CW0473
 CW0473;                    North         East    Units  Estimated Accuracy
 CW0473;SPC NM C     -   209,070.      526,980.      MT  (+/- 180 meters Scaled)
 CW0473
 CW0473                          SUPERSEDED SURVEY CONTROL
 CW0473
 CW0473  NGVD 29 (??/??/92) 1314.910  (m)         4314.00   (f) ADJ UNCH    1 2
 CW0473
 CW0473.Superseded values are not recommended for survey control.
 CW0473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0473.See file dsdata.txt to determine how the superseded data were derived.
 CW0473
 CW0473_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDS100389(NAD 83)
 CW0473_MARKER: DB = BENCH MARK DISK
 CW0473_SETTING: 0 = UNSPECIFIED SETTING
 CW0473_STAMPING: G 22 1932 4314.020
 CW0473_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CW0473
 CW0473  HISTORY     - Date     Condition        Report By
 CW0473  HISTORY     - 1932     MONUMENTED       CGS
 CW0473  HISTORY     - 1969     GOOD             NGS
 CW0473  HISTORY     - 1980     MARK NOT FOUND   NGS
 CW0473
 CW0473                          STATION DESCRIPTION
 CW0473
 CW0473'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 CW0473'0.8 MI S FROM ALAMOGORDO.
 CW0473'0.9 MILE SOUTH ALONG U.S. HIGHWAY 54 FROM THE SOUTHERN PACIFIC
 CW0473'RAILROAD STATION AT ALAMOGORDO TO SOUTH 2ND STREET, TURN RIGHT BETWEEN
 CW0473'THE HI-D-HO AND THE GO BURGER 0.05 MILE TO THE RAILROAD TRACKS, 88.7
 CW0473'FEET WEST OF THE WEST RAIL, 74 FEET NORTH OF A TELEPHONE POLE NUMBER
 CW0473'S1M, 10 FEET SOUTHEAST OF THE NORTH GATE POST OF A DRIVEWAY TO A LARGE
 CW0473'BUILDING.
 CW0473
 CW0473                          STATION RECOVERY (1980)
 CW0473
 CW0473'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CW0473'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0371 ***********************************************************************
 DQ0371  DESIGNATION -  G 220
 DQ0371  PID         -  DQ0371
 DQ0371  STATE/COUNTY-  NM/CHAVES
 DQ0371  USGS QUAD   -  OASIS (1984)
 DQ0371
 DQ0371                         *CURRENT SURVEY CONTROL
 DQ0371  ___________________________________________________________________
 DQ0371* NAD 83(1986)-  33 28 50.     (N)    103 53 37.     (W)     SCALED    
 DQ0371* NAVD 88     -      1236.799  (meters)    4057.73   (feet)  ADJUSTED  
 DQ0371  ___________________________________________________________________
 DQ0371  GEOID HEIGHT-         -22.87  (meters)                     GEOID03
 DQ0371  DYNAMIC HT  -        1235.102 (meters)    4052.16  (feet)  COMP
 DQ0371  MODELED GRAV-     979,221.8   (mgal)                       NAVD 88
 DQ0371
 DQ0371  VERT ORDER  -  SECOND    CLASS 0
 DQ0371
 DQ0371.The horizontal coordinates were scaled from a topographic map and have
 DQ0371.an estimated accuracy of +/- 6 seconds.
 DQ0371
 DQ0371.The orthometric height was determined by differential leveling
 DQ0371.and adjusted by the National Geodetic Survey in June 1991..
 DQ0371
 DQ0371.The geoid height was determined by GEOID03.
 DQ0371
 DQ0371.The dynamic height is computed by dividing the NAVD 88
 DQ0371.geopotential number by the normal gravity value computed on the
 DQ0371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0371.degrees latitude (g = 980.6199 gals.).
 DQ0371
 DQ0371.The modeled gravity was interpolated from observed gravity values.
 DQ0371
 DQ0371;                    North         East    Units  Estimated Accuracy
 DQ0371;SPC NM E     -   275,130.      205,870.      MT  (+/- 180 meters Scaled)
 DQ0371
 DQ0371                          SUPERSEDED SURVEY CONTROL
 DQ0371
 DQ0371  NGVD 29 (??/??/92) 1236.275  (m)         4056.01   (f) ADJ UNCH    2 0
 DQ0371
 DQ0371.Superseded values are not recommended for survey control.
 DQ0371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0371.See file dsdata.txt to determine how the superseded data were derived.
 DQ0371
 DQ0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFT027051(NAD 83)
 DQ0371_MARKER: DB = BENCH MARK DISK
 DQ0371_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0371_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DQ0371_STAMPING: G 220 1943
 DQ0371_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0371+STABILITY: SURFACE MOTION
 DQ0371
 DQ0371  HISTORY     - Date     Condition        Report By
 DQ0371  HISTORY     - 1943     MONUMENTED       CGS
 DQ0371  HISTORY     - 1973     MARK NOT FOUND   USGS
 DQ0371
 DQ0371                          STATION DESCRIPTION
 DQ0371
 DQ0371'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 DQ0371'14.25 MI NW FROM CAPROCK.
 DQ0371'THIS MARK IS ABOUT 8.1 MILES WEST ALONG U.S. HIGHWAY 380 AND ABOUT
 DQ0371'6.15 MILES NORTH ALONG A DIRT ROAD FROM THE POST OFFICE AT CAPROCK,
 DQ0371'LEA COUNTY, SET IN THE MESCALERO SANDS, AT THE SOUTH END OF AN
 DQ0371'S-CURVE, 32.5 FEET EAST OF THE CENTER LINE OF THE ROAD, PROJECTING
 DQ0371'ABOUT 4-INCHES ABOVE THE GROUND, 2.0 FEET WEST OF A WHITE REFERENCE
 DQ0371'POST.
 DQ0371
 DQ0371                          STATION RECOVERY (1973)
 DQ0371
 DQ0371'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 DQ0371'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0365 ***********************************************************************
 DR0365  DESIGNATION -  G 221
 DR0365  PID         -  DR0365
 DR0365  STATE/COUNTY-  NM/CHAVES
 DR0365  USGS QUAD   -  PETERS LAKE (1975)
 DR0365
 DR0365                         *CURRENT SURVEY CONTROL
 DR0365  ___________________________________________________________________
 DR0365* NAD 83(1986)-  33 14 39.     (N)    104 32 37.     (W)     SCALED    
 DR0365* NAVD 88     -      1128.023  (meters)    3700.86   (feet)  ADJUSTED  
 DR0365  ___________________________________________________________________
 DR0365  GEOID HEIGHT-         -23.04  (meters)                     GEOID03
 DR0365  DYNAMIC HT  -        1126.472 (meters)    3695.77  (feet)  COMP
 DR0365  MODELED GRAV-     979,224.4   (mgal)                       NAVD 88
 DR0365
 DR0365  VERT ORDER  -  SECOND    CLASS 0
 DR0365
 DR0365.The horizontal coordinates were scaled from a topographic map and have
 DR0365.an estimated accuracy of +/- 6 seconds.
 DR0365
 DR0365.The orthometric height was determined by differential leveling
 DR0365.and adjusted by the National Geodetic Survey in June 1991..
 DR0365
 DR0365.The geoid height was determined by GEOID03.
 DR0365
 DR0365.The dynamic height is computed by dividing the NAVD 88
 DR0365.geopotential number by the normal gravity value computed on the
 DR0365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0365.degrees latitude (g = 980.6199 gals.).
 DR0365
 DR0365.The modeled gravity was interpolated from observed gravity values.
 DR0365
 DR0365;                    North         East    Units  Estimated Accuracy
 DR0365;SPC NM E     -   248,850.      145,410.      MT  (+/- 180 meters Scaled)
 DR0365
 DR0365                          SUPERSEDED SURVEY CONTROL
 DR0365
 DR0365  NGVD 29 (??/??/92) 1127.454  (m)         3698.99   (f) ADJ UNCH    2 0
 DR0365
 DR0365.Superseded values are not recommended for survey control.
 DR0365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0365.See file dsdata.txt to determine how the superseded data were derived.
 DR0365
 DR0365_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES425784(NAD 83)
 DR0365_MARKER: DB = BENCH MARK DISK
 DR0365_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR0365_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DR0365_STAMPING: G 221 1945
 DR0365_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR0365+STABILITY: SURFACE MOTION
 DR0365
 DR0365  HISTORY     - Date     Condition        Report By
 DR0365  HISTORY     - 1945     MONUMENTED       CGS
 DR0365
 DR0365                          STATION DESCRIPTION
 DR0365
 DR0365'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 DR0365'11.6 MI S FROM ROSWELL.
 DR0365'11.6 MILES SOUTH OF THE COURTHOUSE AT ROSWELL ALONG STATE HIGHWAY NO.
 DR0365'13, 0.5 MILES SOUTH OF CATTLE GUARD, 63 FEET EAST OF CENTERLINE OF
 DR0365'HIGHWAY, 2 FEET WEST OF 4X4 WITNESS POST.  NOTE-- HIGHWAY NO. 13 HAS
 DR0365'BEEN REROUTED AROUND ROSWELL ARMY AIRFIELD, MILEAGE ON THE NEW ROUTING
 DR0365'BEING 13.9 MILES.  MARK IS IN THE TOP OF A 10X10 INCH CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0194 ***********************************************************************
 EQ0194  DESIGNATION -  G 222
 EQ0194  PID         -  EQ0194
 EQ0194  STATE/COUNTY-  NM/SOCORRO
 EQ0194  USGS QUAD   -  LEMITAR (1971)
 EQ0194
 EQ0194                         *CURRENT SURVEY CONTROL
 EQ0194  ___________________________________________________________________
 EQ0194* NAD 83(1986)-  34 14 35.     (N)    106 54 17.     (W)     SCALED    
 EQ0194* NAVD 88     -      1420.957  (meters)    4661.92   (feet)  ADJUSTED  
 EQ0194  ___________________________________________________________________
 EQ0194  GEOID HEIGHT-         -21.86  (meters)                     GEOID03
 EQ0194  DYNAMIC HT  -        1418.980 (meters)    4655.44  (feet)  COMP
 EQ0194  MODELED GRAV-     979,195.6   (mgal)                       NAVD 88
 EQ0194
 EQ0194  VERT ORDER  -  FIRST     CLASS II
 EQ0194
 EQ0194.The horizontal coordinates were scaled from a topographic map and have
 EQ0194.an estimated accuracy of +/- 6 seconds.
 EQ0194
 EQ0194.The orthometric height was determined by differential leveling
 EQ0194.and adjusted by the National Geodetic Survey in June 1991..
 EQ0194
 EQ0194.The geoid height was determined by GEOID03.
 EQ0194
 EQ0194.The dynamic height is computed by dividing the NAVD 88
 EQ0194.geopotential number by the normal gravity value computed on the
 EQ0194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0194.degrees latitude (g = 980.6199 gals.).
 EQ0194
 EQ0194.The modeled gravity was interpolated from observed gravity values.
 EQ0194
 EQ0194;                    North         East    Units  Estimated Accuracy
 EQ0194;SPC NM C     -   359,810.      439,690.      MT  (+/- 180 meters Scaled)
 EQ0194
 EQ0194                          SUPERSEDED SURVEY CONTROL
 EQ0194
 EQ0194  NGVD 29 (??/??/92) 1420.218  (m)         4659.50   (f) ADJ UNCH    1 2
 EQ0194
 EQ0194.Superseded values are not recommended for survey control.
 EQ0194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0194.See file dsdata.txt to determine how the superseded data were derived.
 EQ0194
 EQ0194_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT245907(NAD 83)
 EQ0194_MARKER: DB = BENCH MARK DISK
 EQ0194_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EQ0194_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EQ0194_STAMPING: G 222 1951
 EQ0194_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EQ0194+STABILITY: SURFACE MOTION
 EQ0194
 EQ0194  HISTORY     - Date     Condition        Report By
 EQ0194  HISTORY     - 1951     MONUMENTED       CGS
 EQ0194  HISTORY     - 1957     MARK NOT FOUND   USGS
 EQ0194
 EQ0194                          STATION DESCRIPTION
 EQ0194
 EQ0194'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 EQ0194'12.95 MI N FROM SOCORRO.
 EQ0194'12.95 MILES NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 EQ0194'FROM THE STATION AT SOCORRO, AT MILEPOST 965, 44 FEET EAST OF THE EAST
 EQ0194'RAIL, 3 FEET WEST OF A FENCE, 2.5 FEET SOUTH OF A WITNESS POST, SET IN
 EQ0194'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 EQ0194
 EQ0194                          STATION RECOVERY (1957)
 EQ0194
 EQ0194'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 EQ0194'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0309 ***********************************************************************
 FO0309  DESIGNATION -  G 225
 FO0309  PID         -  FO0309
 FO0309  STATE/COUNTY-  NM/BERNALILLO
 FO0309  USGS QUAD   -  LA MESITA NEGRA SE (1990)
 FO0309
 FO0309                         *CURRENT SURVEY CONTROL
 FO0309  ___________________________________________________________________
 FO0309* NAD 83(1986)-  35 06 15.     (N)    106 45 46.     (W)     SCALED    
 FO0309* NAVD 88     -      1679.452  (meters)    5510.00   (feet)  ADJUSTED  
 FO0309  ___________________________________________________________________
 FO0309  GEOID HEIGHT-         -21.46  (meters)                     GEOID03
 FO0309  DYNAMIC HT  -        1677.116 (meters)    5502.34  (feet)  COMP
 FO0309  MODELED GRAV-     979,184.3   (mgal)                       NAVD 88
 FO0309
 FO0309  VERT ORDER  -  FIRST     CLASS II
 FO0309
 FO0309.The horizontal coordinates were scaled from a topographic map and have
 FO0309.an estimated accuracy of +/- 6 seconds.
 FO0309
 FO0309.The orthometric height was determined by differential leveling
 FO0309.and adjusted by the National Geodetic Survey in June 1991..
 FO0309
 FO0309.The geoid height was determined by GEOID03.
 FO0309
 FO0309.The dynamic height is computed by dividing the NAVD 88
 FO0309.geopotential number by the normal gravity value computed on the
 FO0309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0309.degrees latitude (g = 980.6199 gals.).
 FO0309
 FO0309.The modeled gravity was interpolated from observed gravity values.
 FO0309
 FO0309;                    North         East    Units  Estimated Accuracy
 FO0309;SPC NM C     -   455,250.      453,250.      MT  (+/- 180 meters Scaled)
 FO0309
 FO0309                          SUPERSEDED SURVEY CONTROL
 FO0309
 FO0309  NGVD 29 (??/??/92) 1678.598  (m)         5507.20   (f) ADJ UNCH    1 2
 FO0309
 FO0309.Superseded values are not recommended for survey control.
 FO0309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0309.See file dsdata.txt to determine how the superseded data were derived.
 FO0309
 FO0309_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU393860(NAD 83)
 FO0309_MARKER: DB = BENCH MARK DISK
 FO0309_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FO0309_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FO0309_STAMPING: G 225 1951
 FO0309_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO0309+STABILITY: SURFACE MOTION
 FO0309
 FO0309  HISTORY     - Date     Condition        Report By
 FO0309  HISTORY     - 1951     MONUMENTED       CGS
 FO0309
 FO0309                          STATION DESCRIPTION
 FO0309
 FO0309'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 FO0309'7.85 MI NW FROM ALBUQUERQUE.
 FO0309'0.25 MILE NORTH ALONG NORTH FIFTH STREET FROM THE COUNTY COURTHOUSE AT
 FO0309'ALBUQUERQUE, THENCE 1.1 MILES WEST ALONG WEST NEW YORK AVENUE, THENCE
 FO0309'3.4 MILES SOUTHWEST ALONG U.S. HIGHWAY 66 TO THE WEST MESA MOTEL,
 FO0309'THENCE 3.0 MILES NORTHWEST ALONG A GRADED SANDY ROAD, THENCE 0.1 MILE
 FO0309'NORTHWEST ALONG A TRACK ROAD, 225 FEET SOUTHWEST OF THE CENTER LINE OF
 FO0309'THE MAIN ROAD, 95 FEET NORTHEAST OF THE CENTER LINE OF THE TRACK ROAD,
 FO0309'2.3 FEET EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 FO0309'WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0270 ***********************************************************************
 FO0270  DESIGNATION -  G 227
 FO0270  PID         -  FO0270
 FO0270  STATE/COUNTY-  NM/SANDOVAL
 FO0270  USGS QUAD   -  BERNALILLO (1990)
 FO0270
 FO0270                         *CURRENT SURVEY CONTROL
 FO0270  ___________________________________________________________________
 FO0270* NAD 83(1986)-  35 17 01.     (N)    106 35 41.     (W)     SCALED    
 FO0270* NAVD 88     -      1535.197  (meters)    5036.73   (feet)  ADJUSTED  
 FO0270  ___________________________________________________________________
 FO0270  GEOID HEIGHT-         -20.94  (meters)                     GEOID03
 FO0270  DYNAMIC HT  -        1533.132 (meters)    5029.95  (feet)  COMP
 FO0270  MODELED GRAV-     979,236.1   (mgal)                       NAVD 88
 FO0270
 FO0270  VERT ORDER  -  FIRST     CLASS II
 FO0270
 FO0270.The horizontal coordinates were scaled from a topographic map and have
 FO0270.an estimated accuracy of +/- 6 seconds.
 FO0270
 FO0270.The orthometric height was determined by differential leveling
 FO0270.and adjusted by the National Geodetic Survey in June 1991..
 FO0270
 FO0270.The geoid height was determined by GEOID03.
 FO0270
 FO0270.The dynamic height is computed by dividing the NAVD 88
 FO0270.geopotential number by the normal gravity value computed on the
 FO0270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0270.degrees latitude (g = 980.6199 gals.).
 FO0270
 FO0270.The modeled gravity was interpolated from observed gravity values.
 FO0270
 FO0270;                    North         East    Units  Estimated Accuracy
 FO0270;SPC NM C     -   475,090.      468,640.      MT  (+/- 180 meters Scaled)
 FO0270
 FO0270                          SUPERSEDED SURVEY CONTROL
 FO0270
 FO0270  NGVD 29 (??/??/92) 1534.370  (m)         5034.01   (f) ADJ UNCH    1 2
 FO0270
 FO0270.Superseded values are not recommended for survey control.
 FO0270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0270.See file dsdata.txt to determine how the superseded data were derived.
 FO0270
 FO0270_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV549056(NAD 83)
 FO0270_MARKER: DB = BENCH MARK DISK
 FO0270_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FO0270_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FO0270_STAMPING: G 227 1951
 FO0270_MARK LOGO: CGS   
 FO0270_PROJECTION: PROJECTING 10 CENTIMETERS
 FO0270_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO0270+STABILITY: SURFACE MOTION
 FO0270
 FO0270  HISTORY     - Date     Condition        Report By
 FO0270  HISTORY     - 1951     MONUMENTED       CGS
 FO0270  HISTORY     - 1984     GOOD             NGS
 FO0270
 FO0270                          STATION DESCRIPTION
 FO0270
 FO0270'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 FO0270'5.95 MI SW FROM BERNALILLO.
 FO0270'3.45 MILES SOUTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 FO0270'FROM THE STATION AT BERNALILLO, THENCE 1.2 MILES WEST ALONG A DIRT
 FO0270'ROAD, THENCE 1.3 MILES NORTH ALONG A TRACK ROAD, 122 YARDS WEST OF THE
 FO0270'WEST DIKE OF A CANAL, 15 FEET EAST OF THE CENTER LINE OF THE ROAD,
 FO0270'31.5 FEET EAST OF A 36 INCH COTTONWOOD TREE, 11.5 FEET NORTHWEST OF A
 FO0270'12 INCH BLAZED COTTONWOOD TREE, 2.7 FEET NORTHWEST OF A WITNESS POST,
 FO0270'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE
 FO0270'GROUND.
 FO0270
 FO0270                          STATION RECOVERY (1984)
 FO0270
 FO0270'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FO0270'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION.  DELETE=3.45
 FO0270'MILES SOUTHWEST ALONG THE ATCHISON TOPEKA AND SANTA FE RAILROAD FROM
 FO0270'THE STATION IN BERNALILLO.  ADD=7.4 KM (4.6 MI) SOUTHWEST ALONG THE
 FO0270'ATCHISON TOPEKA AND SANTA FE RAILROAD FROM ITS JUNCTION WITH STATE
 FO0270'HIGHWAY 44 IN BERNALILLO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0655 ***********************************************************************
 DR0655  DESIGNATION -  G 23
 DR0655  PID         -  DR0655
 DR0655  STATE/COUNTY-  NM/OTERO
 DR0655  USGS QUAD   -  MESCALERO (1982)
 DR0655
 DR0655                         *CURRENT SURVEY CONTROL
 DR0655  ___________________________________________________________________
 DR0655* NAD 83(1986)-  33 09 55.     (N)    105 48 44.     (W)     SCALED    
 DR0655* NAVD 88     -      1900.252  (meters)    6234.41   (feet)  ADJUSTED  
 DR0655  ___________________________________________________________________
 DR0655  GEOID HEIGHT-         -20.41  (meters)                     GEOID03
 DR0655  DYNAMIC HT  -        1897.308 (meters)    6224.75  (feet)  COMP
 DR0655  MODELED GRAV-     979,020.0   (mgal)                       NAVD 88
 DR0655
 DR0655  VERT ORDER  -  FIRST     CLASS II
 DR0655
 DR0655.The horizontal coordinates were scaled from a topographic map and have
 DR0655.an estimated accuracy of +/- 6 seconds.
 DR0655
 DR0655.The orthometric height was determined by differential leveling
 DR0655.and adjusted by the National Geodetic Survey in June 1991..
 DR0655
 DR0655.The geoid height was determined by GEOID03.
 DR0655
 DR0655.The dynamic height is computed by dividing the NAVD 88
 DR0655.geopotential number by the normal gravity value computed on the
 DR0655.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0655.degrees latitude (g = 980.6199 gals.).
 DR0655
 DR0655.The modeled gravity was interpolated from observed gravity values.
 DR0655
 DR0655;                    North         East    Units  Estimated Accuracy
 DR0655;SPC NM C     -   240,170.      540,830.      MT  (+/- 180 meters Scaled)
 DR0655
 DR0655                          SUPERSEDED SURVEY CONTROL
 DR0655
 DR0655  NGVD 29 (??/??/92) 1899.482  (m)         6231.88   (f) ADJ UNCH    1 2
 DR0655
 DR0655.Superseded values are not recommended for survey control.
 DR0655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0655.See file dsdata.txt to determine how the superseded data were derived.
 DR0655
 DR0655_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDS242699(NAD 83)
 DR0655_MARKER: DB = BENCH MARK DISK
 DR0655_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR0655_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DR0655_STAMPING: 6231.884 G 23 1933
 DR0655_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR0655+STABILITY: SURFACE MOTION
 DR0655
 DR0655  HISTORY     - Date     Condition        Report By
 DR0655  HISTORY     - 1933     MONUMENTED       CGS
 DR0655  HISTORY     - 1934     GOOD             NGS
 DR0655
 DR0655                          STATION DESCRIPTION
 DR0655
 DR0655'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DR0655'2.6 MI SW FROM MESCALERO.
 DR0655'2.6 MILES SOUTHWEST ALONG U.S. HIGHWAY 70 FROM MESCALERO, OTERO
 DR0655'COUNTY, 1.1 MILES NORTHEAST OF THE POINT WHERE THE HIGHWAY CROSSES THE
 DR0655'WEST LINE OF THE MESCALERO APACHE INDIAN RESERVATION, WEST OF A
 DR0655'PRIVATE ROAD LEADING TO A HOUSE, AND 35 FEET NORTH OF THE CENTERLINE
 DR0655'OF THE HIGHWAY.  A STANDARD DISK, STAMPED 6231.884 G 23 1933 AND SET
 DR0655'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0268 ***********************************************************************
 CV0268  DESIGNATION -  G 230
 CV0268  PID         -  CV0268
 CV0268  STATE/COUNTY-  NM/LEA
 CV0268  USGS QUAD   -  HUMBLE CITY (1979)
 CV0268
 CV0268                         *CURRENT SURVEY CONTROL
 CV0268  ___________________________________________________________________
 CV0268* NAD 83(1986)-  32 46 28.     (N)    103 13 00.     (W)     SCALED    
 CV0268* NAVD 88     -      1129.233  (meters)    3704.83   (feet)  POSTED    
 CV0268  ___________________________________________________________________
 CV0268  GEOID HEIGHT-         -21.63  (meters)                     GEOID03
 CV0268  DYNAMIC HT  -        1127.710 (meters)    3699.83  (feet)  COMP
 CV0268  MODELED GRAV-     979,248.2   (mgal)                       NAVD 88
 CV0268
 CV0268  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 CV0268
 CV0268.The horizontal coordinates were scaled from a topographic map and have
 CV0268.an estimated accuracy of +/- 6 seconds.
 CV0268
 CV0268.The orthometric height was determined by differential leveling
 CV0268.and adjusted by the National Geodetic Survey in 1992..
 CV0268.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 CV0268.rate of 2.1 thru 3.0 mm/km.
 CV0268
 CV0268.The geoid height was determined by GEOID03.
 CV0268
 CV0268.The dynamic height is computed by dividing the NAVD 88
 CV0268.geopotential number by the normal gravity value computed on the
 CV0268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0268.degrees latitude (g = 980.6199 gals.).
 CV0268
 CV0268.The modeled gravity was interpolated from observed gravity values.
 CV0268
 CV0268;                    North         East    Units  Estimated Accuracy
 CV0268;SPC NM E     -   197,290.      269,610.      MT  (+/- 180 meters Scaled)
 CV0268
 CV0268                          SUPERSEDED SURVEY CONTROL
 CV0268
 CV0268  NGVD 29 (??/??/92) 1128.865  (m)         3703.62   (f) ADJ UNCH    1 2
 CV0268
 CV0268.Superseded values are not recommended for survey control.
 CV0268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0268.See file dsdata.txt to determine how the superseded data were derived.
 CV0268
 CV0268_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFS670276(NAD 83)
 CV0268_MARKER: DB = BENCH MARK DISK
 CV0268_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0268_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CV0268_STAMPING: G 230 1945
 CV0268_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CV0268+STABILITY: SURFACE MOTION
 CV0268
 CV0268  HISTORY     - Date     Condition        Report By
 CV0268  HISTORY     - 1945     MONUMENTED       CGS
 CV0268  HISTORY     - 1949     MARK NOT FOUND   NGS
 CV0268
 CV0268                          STATION DESCRIPTION
 CV0268
 CV0268'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 CV0268'7.9 MI NW FROM HOBBS.
 CV0268'AT THE HOBBS ARMY AIR FIELD, ABOUT 0.6 MILE NORTH OF THE CONTROL
 CV0268'TOWER.  ABOUT 150.0 FEET EAST NORTH-EAST OF THE NORTHEAST CORNER OF
 CV0268'THE NORTHWEST END OF THE CONCRETE APRON AND 13.2 FEET SOUTHWEST OF THE
 CV0268'NORTHWEST CORNER OF THE RANGE-FINDER TOWER.  A BRONZE DISK STAMPED G
 CV0268'230 1945 SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 1 INCH ABOVE
 CV0268'GROUND.
 CV0268
 CV0268                          STATION RECOVERY (1949)
 CV0268
 CV0268'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1949
 CV0268'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0580 ***********************************************************************
 DS0580  DESIGNATION -  G 231
 DS0580  PID         -  DS0580
 DS0580  STATE/COUNTY-  NM/SOCORRO
 DS0580  USGS QUAD   -  SAN ANTONIO (1981)
 DS0580
 DS0580                         *CURRENT SURVEY CONTROL
 DS0580  ___________________________________________________________________
 DS0580* NAD 83(1986)-  33 54 42.     (N)    106 52 00.     (W)     SCALED    
 DS0580* NAVD 88     -      1384.110  (meters)    4541.03   (feet)  ADJUSTED  
 DS0580  ___________________________________________________________________
 DS0580  GEOID HEIGHT-         -22.45  (meters)                     GEOID03
 DS0580  DYNAMIC HT  -        1382.131 (meters)    4534.54  (feet)  COMP
 DS0580  MODELED GRAV-     979,159.4   (mgal)                       NAVD 88
 DS0580
 DS0580  VERT ORDER  -  FIRST     CLASS II
 DS0580
 DS0580.The horizontal coordinates were scaled from a topographic map and have
 DS0580.an estimated accuracy of +/- 6 seconds.
 DS0580
 DS0580.The orthometric height was determined by differential leveling
 DS0580.and adjusted by the National Geodetic Survey in June 1991..
 DS0580.WARNING-Repeat measurements at this control monument indicate possible
 DS0580.vertical movement.
 DS0580
 DS0580.The geoid height was determined by GEOID03.
 DS0580
 DS0580.The dynamic height is computed by dividing the NAVD 88
 DS0580.geopotential number by the normal gravity value computed on the
 DS0580.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0580.degrees latitude (g = 980.6199 gals.).
 DS0580
 DS0580.The modeled gravity was interpolated from observed gravity values.
 DS0580
 DS0580;                    North         East    Units  Estimated Accuracy
 DS0580;SPC NM C     -   323,030.      442,980.      MT  (+/- 180 meters Scaled)
 DS0580
 DS0580                          SUPERSEDED SURVEY CONTROL
 DS0580
 DS0580  NGVD 29 (??/??/92) 1383.420  (m)         4538.77   (f) ADJ UNCH    1 2
 DS0580
 DS0580.Superseded values are not recommended for survey control.
 DS0580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0580.See file dsdata.txt to determine how the superseded data were derived.
 DS0580
 DS0580_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT274539(NAD 83)
 DS0580_MARKER: DB = BENCH MARK DISK
 DS0580_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0580_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0580_STAMPING: G 231 1950
 DS0580_PROJECTION: PROJECTING 5 CENTIMETERS
 DS0580_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0580+STABILITY: SURFACE MOTION
 DS0580
 DS0580  HISTORY     - Date     Condition        Report By
 DS0580  HISTORY     - 1950     MONUMENTED       CGS
 DS0580  HISTORY     - 1966     GOOD             NGS
 DS0580  HISTORY     - 1980     GOOD             NGS
 DS0580
 DS0580                          STATION DESCRIPTION
 DS0580
 DS0580'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 DS0580'0.85 MI SE FROM SAN ANTONIO.
 DS0580'ABOUT 0.35 MILE EAST ALONG U.S. HIGHWAY 380 FROM THE POST OFFICE AT
 DS0580'SAN ANTONIO, THENCE 0.5 MILE SOUTH ALONG THE ATCHISON, TOPEKA AND
 DS0580'SANTA FE RAILWAY, IN S 32, T 4 S, R 1 E, 6 RAILS SOUTH OF THE CROSSING
 DS0580'OF THE RAILROAD AND A DIRT ROAD, 65 FEET SOUTHEAST OF THE CENTER LINE
 DS0580'OF THE ROAD, 30 FEET WEST OF THE WEST RAIL OF THE TRACKS, 70 FEET
 DS0580'NORTH OF MILEPOST 988, 11 FEET SOUTH OF THE 1ST TELEPHONE POLE NORTH
 DS0580'OF THE MILEPOST, 1.0 FOOT EAST OF A METAL WITNESS POST, ABOUT 2 1/2
 DS0580'FEET BELOW THE LEVEL OF THE TRACKS, AND SET IN THE TOP OF A CONCRETE
 DS0580'POST ABOUT LEVEL WITH THE GROUND.
 DS0580
 DS0580                          STATION RECOVERY (1980)
 DS0580
 DS0580'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DS0580'0.2 KILOMETERS (0.1 MILE) EAST ALONG U.S. HIGHWAY 380 FROM THE POST
 DS0580'OFFICE IN SAN ANTONIO, THENCE 0.8 KILOMETER (0.5 MILE) SOUTHWEST
 DS0580'ALONG STATE HIGHWAY 1, THENCE 0.2 KILOMETER (0.1 MILE) NORTHEAST
 DS0580'ALONG A GRAVEL ROAD TO THE CROSSING OF THE ATCHISON, TOPEKA AND
 DS0580'SANTA FE RAILROAD, AT THE FIRST TELEPHONE POLE SOUTH OF THE CROSSING,
 DS0580'21.3 METERS (70.0 FEET) NORTH OF RAILROAD MILE POST 988, 19.8 METERS
 DS0580'(65.0 FEET) SOUTH OF THE CENTER OF THE ROAD, 9.1 METERS (30.0 FEET)
 DS0580'WEST OF THE WEST RAIL AND 3.4 METERS (11.0 FEET) SOUTH OF THE POLE.
 DS0580'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 DS0580'THE MARK IS 0.8 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0231 ***********************************************************************
 EQ0231  DESIGNATION -  G 232
 EQ0231  PID         -  EQ0231
 EQ0231  STATE/COUNTY-  NM/SOCORRO
 EQ0231  USGS QUAD   -  SOCORRO (1979)
 EQ0231
 EQ0231                         *CURRENT SURVEY CONTROL
 EQ0231  ___________________________________________________________________
 EQ0231* NAD 83(1986)-  34 02 22.     (N)    106 54 43.     (W)     SCALED    
 EQ0231* NAVD 88     -      1458.665  (meters)    4785.64   (feet)  ADJUSTED  
 EQ0231  ___________________________________________________________________
 EQ0231  GEOID HEIGHT-         -22.19  (meters)                     GEOID03
 EQ0231  DYNAMIC HT  -        1456.585 (meters)    4778.81  (feet)  COMP
 EQ0231  MODELED GRAV-     979,159.5   (mgal)                       NAVD 88
 EQ0231
 EQ0231  VERT ORDER  -  FIRST     CLASS I
 EQ0231
 EQ0231.The horizontal coordinates were scaled from a topographic map and have
 EQ0231.an estimated accuracy of +/- 6 seconds.
 EQ0231
 EQ0231.The orthometric height was determined by differential leveling
 EQ0231.and adjusted by the National Geodetic Survey in June 1991..
 EQ0231
 EQ0231.The geoid height was determined by GEOID03.
 EQ0231
 EQ0231.The dynamic height is computed by dividing the NAVD 88
 EQ0231.geopotential number by the normal gravity value computed on the
 EQ0231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0231.degrees latitude (g = 980.6199 gals.).
 EQ0231
 EQ0231.The modeled gravity was interpolated from observed gravity values.
 EQ0231
 EQ0231;                    North         East    Units  Estimated Accuracy
 EQ0231;SPC NM C     -   337,230.      438,880.      MT  (+/- 180 meters Scaled)
 EQ0231
 EQ0231                          SUPERSEDED SURVEY CONTROL
 EQ0231
 EQ0231  NGVD 29 (??/??/92) 1457.941  (m)         4783.26   (f) ADJ UNCH    1 1
 EQ0231
 EQ0231.Superseded values are not recommended for survey control.
 EQ0231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0231.See file dsdata.txt to determine how the superseded data were derived.
 EQ0231
 EQ0231_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT235681(NAD 83)
 EQ0231_MARKER: DB = BENCH MARK DISK
 EQ0231_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EQ0231_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EQ0231_STAMPING: G 232 1950
 EQ0231_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EQ0231+STABILITY: SURFACE MOTION
 EQ0231_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EQ0231+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2005
 EQ0231
 EQ0231  HISTORY     - Date     Condition        Report By
 EQ0231  HISTORY     - 1950     MONUMENTED       CGS
 EQ0231  HISTORY     - 1978     GOOD             NGS
 EQ0231  HISTORY     - 20050401 GOOD             NGS
 EQ0231  HISTORY     - 20060831 GOOD             GEOCAC
 EQ0231
 EQ0231                          STATION DESCRIPTION
 EQ0231
 EQ0231'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 EQ0231'2.0 MI W FROM SOCORRO.
 EQ0231'2.0 MILES WEST ALONG U.S. HIGHWAY 60 FROM THE POST OFFICE AT SOCORRO,
 EQ0231'0.7 MILE WEST OF A RAILROAD CROSSING, 61 FEET NORTHWEST OF THE CENTER
 EQ0231'LINE OF THE HIGHWAY, 250 FEET SOUTHEAST OF THE CENTER LINE OF A TRACK
 EQ0231'ROAD LEADING SOUTHWEST, 4.7 FEET NORTHEAST OF A WITNESS POST, SET IN
 EQ0231'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.8 FOOT ABOVE THE GROUND.
 EQ0231
 EQ0231                          STATION RECOVERY (1978)
 EQ0231
 EQ0231'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EQ0231'RECOVERED IN GOOD CONDITION.
 EQ0231
 EQ0231                          STATION RECOVERY (2005)
 EQ0231
 EQ0231'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DW)
 EQ0231'RAILROAD HAS BEEN REMOVED.
 EQ0231
 EQ0231                          STATION RECOVERY (2006)
 EQ0231
 EQ0231'RECOVERY NOTE BY GEOCACHING 2006 (BMC)
 EQ0231'THE COMPANY AT THE END OF THE TRACK ROAD IS A1 QUALITY REDMIX.
 EQ0231'HANDHELD COORDINATES ARE
 EQ0231'34 02.373N
 EQ0231'106 54.702W
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0862 ***********************************************************************
 DS0862  DESIGNATION -  G 233
 DS0862  PID         -  DS0862
 DS0862  STATE/COUNTY-  NM/SIERRA
 DS0862  USGS QUAD   -  CUCHILLO (1980)
 DS0862
 DS0862                         *CURRENT SURVEY CONTROL
 DS0862  ___________________________________________________________________
 DS0862* NAD 83(1992)-  33 14 17.66674(N)    107 15 55.46849(W)     ADJUSTED  
 DS0862* NAVD 88     -      1467.611  (meters)    4814.99   (feet)  ADJUSTED  
 DS0862  ___________________________________________________________________
 DS0862  LAPLACE CORR-          -0.88  (seconds)                    DEFLEC99
 DS0862  GEOID HEIGHT-         -23.21  (meters)                     GEOID03
 DS0862  DYNAMIC HT  -        1465.454 (meters)    4807.91  (feet)  COMP
 DS0862  MODELED GRAV-     979,116.4   (mgal)                       NAVD 88
 DS0862
 DS0862  HORZ ORDER  -  SECOND
 DS0862  VERT ORDER  -  FIRST     CLASS II
 DS0862
 DS0862.The horizontal coordinates were established by classical geodetic methods
 DS0862.and adjusted by the National Geodetic Survey in December 1993..
 DS0862
 DS0862.The orthometric height was determined by differential leveling
 DS0862.and adjusted by the National Geodetic Survey in June 1991..
 DS0862
 DS0862.The Laplace correction was computed from DEFLEC99 derived deflections.
 DS0862
 DS0862.The geoid height was determined by GEOID03.
 DS0862
 DS0862.The dynamic height is computed by dividing the NAVD 88
 DS0862.geopotential number by the normal gravity value computed on the
 DS0862.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0862.degrees latitude (g = 980.6199 gals.).
 DS0862
 DS0862.The modeled gravity was interpolated from observed gravity values.
 DS0862
 DS0862;                    North         East     Units Scale Factor Converg.
 DS0862;SPC NM W     -   248,319.286   882,927.295   MT  0.99995119   +0 18 40.7
 DS0862;SPC NM W     -   814,694.19  2,896,737.30   sFT  0.99995119   +0 18 40.7
 DS0862;UTM  13      - 3,679,986.799   288,923.491   MT  1.00014934   -1 14 31.8
 DS0862
 DS0862!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS0862!SPC NM W     -   0.99977328  x   0.99995119  =   0.99972449
 DS0862!UTM  13      -   0.99977328  x   1.00014934  =   0.99992259
 DS0862
 DS0862:                Primary Azimuth Mark                     Grid Az
 DS0862:SPC NM W     -  ARP TRUTH OR CONSEQ APT                  256 43 09.0
 DS0862:UTM  13      -  ARP TRUTH OR CONSEQ APT                  258 16 21.5
 DS0862
 DS0862|---------------------------------------------------------------------|
 DS0862| PID    Reference Object                     Distance      Geod. Az  |
 DS0862|                                                           dddmmss.s |
 DS0862| DS1391 ARP TRUTH OR CONSEQ APT             APPROX. 0.6 KM 2570149.7 |
 DS0862| DS1005 AIRPORT                              24.684 METERS 34426     |
 DS0862|---------------------------------------------------------------------|
 DS0862
 DS0862                          SUPERSEDED SURVEY CONTROL
 DS0862
 DS0862  NAD 83(1986)-  33 14 17.67583(N)    107 15 55.47231(W) AD(       ) 2
 DS0862  NAD 27      -  33 14 17.41384(N)    107 15 53.34816(W) AD(       ) 2
 DS0862  NGVD 29 (??/??/92) 1466.940  (m)         4812.79   (f) ADJ UNCH    1 2
 DS0862
 DS0862.Superseded values are not recommended for survey control.
 DS0862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0862.See file dsdata.txt to determine how the superseded data were derived.
 DS0862
 DS0862_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBS8892379987(NAD 83)
 DS0862_MARKER: DB = BENCH MARK DISK
 DS0862_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0862_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0862_STAMPING: G 233 1951
 DS0862_MARK LOGO: CGS   
 DS0862_PROJECTION: PROJECTING 13 CENTIMETERS
 DS0862_MAGNETIC: N = NO MAGNETIC MATERIAL
 DS0862_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0862+STABILITY: SURFACE MOTION
 DS0862
 DS0862  HISTORY     - Date     Condition        Report By
 DS0862  HISTORY     - 1951     MONUMENTED       CGS
 DS0862  HISTORY     - 1954     GOOD             CGS
 DS0862  HISTORY     - 1966     GOOD             NGS
 DS0862  HISTORY     - 1980     GOOD             NGS
 DS0862  HISTORY     - 19960606 GOOD             CHANCE
 DS0862
 DS0862                          STATION DESCRIPTION
 DS0862
 DS0862'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 DS0862'8.2 MI N FROM HOT SPRINGS.
 DS0862'8.2 MILES NORTH ALONG U.S. HIGHWAY 85 FROM THE POST OFFICE AT HOT
 DS0862'SPRINGS, AT THE MAIN ENTRANCE TO THE HOT SPRINGS MUNICIPAL AIRPORT,
 DS0862'102 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 112 FEET
 DS0862'SOUTHEAST OF THE CENTER LINE OF THE MAIN ENTRANCE, 4 FEET SOUTHEAST OF
 DS0862'A TELEPHONE POLE, 3.6 FEET SOUTHWEST OF A WITNESS POST, SET IN THE TOP
 DS0862'OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.  TO REACH
 DS0862'THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 85 AND STATE HIGHWAY 51
 DS0862'IN THE NORTHEAST EDGE OF TRUTH OR CONSEQUENCES, GO NORTH ON U. S.
 DS0862'HIGHWAY 85 FOR 8.2 MILES TO AN ENTRANCE ROAD ON THE LEFT, WEST SIDE
 DS0862'WHICH LEADS TO THE TRUTH OR CONSEQUENCES MUNICIPAL AIRPORT, A WHITE
 DS0862'WITNESS POST AND THE STATION.  A STANDARD DISK, STAMPED G 233 1951,
 DS0862'SET IN THE TOP OF A CONCRETE CYLINDER WHICH IS ABOUT 10-INCHES IN
 DS0862'DIAMETER AND PROJECTS ABOUT 5 INCHES ABOVE THE GROUND.  IT IS 2 FEET
 DS0862'WEST OF A NORTH-SOUTH FENCE LINE, 5 FEET WEST OF A WHITE WITNESS POST
 DS0862'AND 108 FEET WEST OF THE CENTERLINE OF THE HIGHWAY.  NOTE-- HOT
 DS0862'SPRINGS N.M. HAS BEEN RENAMED TRUTH OR CONSEQUENCES N.M.
 DS0862
 DS0862                          STATION RECOVERY (1954)
 DS0862
 DS0862'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (WRH)
 DS0862'THE STATION IS LOCATED AIRLINE, ABOUT 7-1/2 MILES NORTH-NORTHWEST
 DS0862'OF TRUTH OR CONSEQUENCES ALONG THE WEST SIDE OF U.S. HIGHWAY
 DS0862'85 AND SOUTH OF THE ENTRANCE ROAD TO THE TRUTH OR CONSEQUENCES
 DS0862'MUNICIPAL AIRPORT.
 DS0862'
 DS0862'THE STATION IS A STANDARD U.S. COAST AND GEODETIC SURVEY
 DS0862'BENCH MARK DISK STAMPED G233 1951 SET IN TOP OF AN 8-INCH
 DS0862'SQUARE CONCRETE MONUMENT WHICH PROJECTS ABOUT 5 INCHES ABOVE
 DS0862'THE GROUND.  IT IS 6 FEET SOUTH OF A POWER LINE POLE, 5 FEET
 DS0862'WEST OF A WHITE WITNESS POST, 2 FEET WEST OF A NORTH-SOUTH
 DS0862'FENCE LINE AND 108 FEET WEST OF THE CENTER LINE OF THE HIGHWAY.
 DS0862'
 DS0862'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 85 AND
 DS0862'STATE HIGHWAY 51 IN THE NORTHEAST EDGE OF TRUTH OR CONSEQUENCES,
 DS0862'GO NORTH ON U.S. HIGHWAY 85 FOR 8.2 MILES TO THE ENTRANCE ROAD
 DS0862'TO THE TRUTH OR CONSEQUENCES MUNICIPAL AIRPORT, A WHITE WITNESS
 DS0862'POST AND THE STATION ON THE LEFT, WEST SIDE.
 DS0862
 DS0862                          STATION RECOVERY (1966)
 DS0862
 DS0862'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 DS0862'RECOVERED IN GOOD CONDITION.
 DS0862
 DS0862                          STATION RECOVERY (1980)
 DS0862
 DS0862'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DS0862'12.4 KILOMETERS (7.7 MILES) NORTH AND NORTHWEST ALONG U.S. HIGHWAY
 DS0862'85 (DATE STREET) FROM THE SIERRA COUNTY COURTHOUSE IN TRUTH OR
 DS0862'CONSEQUENCES, AT A GRAVEL ROAD LEADING WEST TO THE TRUTH OR
 DS0862'CONSEQUENCES MUNICIPAL AIRPORT, 33.8 METERS (111.0 FEET) SOUTH OF
 DS0862'THE CENTER OF THE ROAD, 32.9 METERS (108.0 FEET) SOUTHWEST OF THE
 DS0862'CENTER LINE OF THE HIGHWAY, 1.8 METERS (6.0 FEET) SOUTH OF A POWER
 DS0862'POLE WITH A GUY WIRE AND 0.6 METER (2.0 FEET) NORTHEAST OF A RIGHT
 DS0862'OF WAY FENCE.
 DS0862'THE MARK IS 0.8 METERS  NW FROM A WITNESS POST.
 DS0862'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 DS0862
 DS0862                          STATION RECOVERY (1996)
 DS0862
 DS0862'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (KAL)
 DS0862'RECOVERY NOTE BY CHANCE 1996 RECOVERED IN GOOD CONDITION.  A NEW AND
 DS0862'COMPLETE DESCRIPTION FOLLOWS THE STATION IS LOCATED APPROXIMATELY 10.0
 DS0862'KM (6.20 MI) NORTH OF THE CITY OF TRUTH OR CONSEQUENCES ALONG STATE
 DS0862'HIGHWAY 52.  OWNERSHIP - NEW MEXICO STATE HIGHWAY RIGHT-OF-WAY TO
 DS0862'REACH THE STATION FROM THE INTERSECTION OF INTERSTATE HIGHWAY 25 AND
 DS0862'STATE HIGHWAY 52 (EXIT 83 ON INTERSTATE HIGHWAY 25) , PROCEED
 DS0862'NORTHWEST ALONG STATE HIGHWAY 52 FOR 1.44 KM (0.90 MI) TO THE STATION
 DS0862'ON THE LEFT THE STATION IS A BENCH MARK DISK SET INTO THE TOP OF A
 DS0862'SQUARE CONCRETE MONUMENT PROJECTING 15 CM ABOVE THE GROUND.  THE
 DS0862'STATION IS LOCATED 30.5 M (100.1 FT) WEST-SOUTHWEST OF THE CENTERLINE
 DS0862'OF STATE HIGHWAY 52, 5.9 M (19.4 FT) SOUTH OF A LAMP POST, 3.1 M (10.2
 DS0862'FT) WEST OF A UTILITY BOX, AND 0.4 M (1.3 FT) WEST-SOUTHWEST OF A
 DS0862'FENCE LINE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0450 ***********************************************************************
 DS0450  DESIGNATION -  G 234
 DS0450  PID         -  DS0450
 DS0450  STATE/COUNTY-  NM/LINCOLN
 DS0450  USGS QUAD   -  OSCURA (1981)
 DS0450
 DS0450                         *CURRENT SURVEY CONTROL
 DS0450  ___________________________________________________________________
 DS0450* NAD 83(1986)-  33 29 25.     (N)    106 06 05.     (W)     SCALED    
 DS0450* NAVD 88     -      1446.690  (meters)    4746.35   (feet)  ADJUSTED  
 DS0450  ___________________________________________________________________
 DS0450  GEOID HEIGHT-         -21.38  (meters)                     GEOID03
 DS0450  DYNAMIC HT  -        1444.633 (meters)    4739.60  (feet)  COMP
 DS0450  MODELED GRAV-     979,163.8   (mgal)                       NAVD 88
 DS0450
 DS0450  VERT ORDER  -  SECOND    CLASS 0
 DS0450
 DS0450.The horizontal coordinates were scaled from a topographic map and have
 DS0450.an estimated accuracy of +/- 6 seconds.
 DS0450
 DS0450.The orthometric height was determined by differential leveling
 DS0450.and adjusted by the National Geodetic Survey in June 1991..
 DS0450
 DS0450.The geoid height was determined by GEOID03.
 DS0450
 DS0450.The dynamic height is computed by dividing the NAVD 88
 DS0450.geopotential number by the normal gravity value computed on the
 DS0450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0450.degrees latitude (g = 980.6199 gals.).
 DS0450
 DS0450.The modeled gravity was interpolated from observed gravity values.
 DS0450
 DS0450;                    North         East    Units  Estimated Accuracy
 DS0450;SPC NM C     -   276,130.      513,810.      MT  (+/- 180 meters Scaled)
 DS0450
 DS0450                          SUPERSEDED SURVEY CONTROL
 DS0450
 DS0450  NGVD 29 (??/??/92) 1446.058  (m)         4744.28   (f) ADJ UNCH    2 0
 DS0450
 DS0450.Superseded values are not recommended for survey control.
 DS0450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0450.See file dsdata.txt to determine how the superseded data were derived.
 DS0450
 DS0450_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT976061(NAD 83)
 DS0450_MARKER: DB = BENCH MARK DISK
 DS0450_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0450_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0450_STAMPING: G 234 1952
 DS0450_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0450+STABILITY: SURFACE MOTION
 DS0450
 DS0450  HISTORY     - Date     Condition        Report By
 DS0450  HISTORY     - 1952     MONUMENTED       CGS
 DS0450  HISTORY     - 1969     GOOD             NGS
 DS0450
 DS0450                          STATION DESCRIPTION
 DS0450
 DS0450'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 DS0450'3.0 MI W FROM OSCURO.
 DS0450'ABOUT 3.0 MILES WEST ALONG WHITE SANDS MISSILE RANGE ROUTE 12 FROM THE
 DS0450'STORE AT OSCURO, 0.4 MILE SOUTHEAST OF A CATTLE GUARD, 104 FEET
 DS0450'NORTHEAST OF THE CENTER LINE OF THE ROUTE, 92 FEET SOUTHWEST OF A ROW
 DS0450'OF POWER POLES, 2.2 FEET NORTHWEST OF A WOODEN WITNESS POST, 1.2 FEET
 DS0450'SOUTHEAST OF A METAL WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE
 DS0450'ROUTE, AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 4 INCHES
 DS0450'ABOVE THE SURFACE OF THE GROUND.  SEC 34, T 9S, R 8E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0069 ***********************************************************************
 DS0069  DESIGNATION -  G 235
 DS0069  PID         -  DS0069
 DS0069  STATE/COUNTY-  NM/SOCORRO
 DS0069  USGS QUAD   -  MOCKINGBIRD GAP (1982)
 DS0069
 DS0069                         *CURRENT SURVEY CONTROL
 DS0069  ___________________________________________________________________
 DS0069* NAD 83(1986)-  33 34 34.     (N)    106 28 11.     (W)     SCALED    
 DS0069* NAVD 88     -      1520.400  (meters)    4988.18   (feet)  ADJUSTED  
 DS0069  ___________________________________________________________________
 DS0069  GEOID HEIGHT-         -22.05  (meters)                     GEOID03
 DS0069  DYNAMIC HT  -        1518.204 (meters)    4980.97  (feet)  COMP
 DS0069  MODELED GRAV-     979,139.3   (mgal)                       NAVD 88
 DS0069
 DS0069  VERT ORDER  -  SECOND    CLASS 0
 DS0069
 DS0069.The horizontal coordinates were scaled from a topographic map and have
 DS0069.an estimated accuracy of +/- 6 seconds.
 DS0069
 DS0069.The orthometric height was determined by differential leveling
 DS0069.and adjusted by the National Geodetic Survey in June 1991..
 DS0069
 DS0069.The geoid height was determined by GEOID03.
 DS0069
 DS0069.The dynamic height is computed by dividing the NAVD 88
 DS0069.geopotential number by the normal gravity value computed on the
 DS0069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0069.degrees latitude (g = 980.6199 gals.).
 DS0069
 DS0069.The modeled gravity was interpolated from observed gravity values.
 DS0069
 DS0069;                    North         East    Units  Estimated Accuracy
 DS0069;SPC NM C     -   285,660.      479,600.      MT  (+/- 180 meters Scaled)
 DS0069
 DS0069                          SUPERSEDED SURVEY CONTROL
 DS0069
 DS0069  NGVD 29 (??/??/92) 1519.721  (m)         4985.95   (f) ADJ UNCH    2 0
 DS0069
 DS0069.Superseded values are not recommended for survey control.
 DS0069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0069.See file dsdata.txt to determine how the superseded data were derived.
 DS0069
 DS0069_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT635161(NAD 83)
 DS0069_MARKER: DB = BENCH MARK DISK
 DS0069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0069_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0069_STAMPING: G 235 1952
 DS0069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0069+STABILITY: SURFACE MOTION
 DS0069
 DS0069  HISTORY     - Date     Condition        Report By
 DS0069  HISTORY     - 1952     MONUMENTED       CGS
 DS0069  HISTORY     - 1967     GOOD             NGS
 DS0069
 DS0069                          STATION DESCRIPTION
 DS0069
 DS0069'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DS0069'18.85 MI SE FROM STALLION RANGE CENTER.
 DS0069'ABOUT 18.85 MILES SOUTHEAST ALONG WHITE SANDS MISSILE RANGE ROUTE 7
 DS0069'FROM THE HEADQUARTERS BUILDING AT STALLION RANGE CENTER, IN S 31, T 8
 DS0069'S, R 5 E, 0.35 MILE NORTHWEST OF A CURVE IN THE ROAD, 105 YARDS
 DS0069'NORTHWEST OF THE SOUTHWEST END OF A 36-INCH CORRUGATED METAL CULVERT,
 DS0069'50 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 1 1/2 FEET SOUTHEAST
 DS0069'OF A METAL WITNESS POST, ABOUT 4 1/2 FEET BELOW THE LEVEL OF THE ROAD,
 DS0069'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0744 ***********************************************************************
 DS0744  DESIGNATION -  G 236
 DS0744  PID         -  DS0744
 DS0744  STATE/COUNTY-  NM/SOCORRO
 DS0744  USGS QUAD   -  GREENS BABER WELL (1981)
 DS0744
 DS0744                         *CURRENT SURVEY CONTROL
 DS0744  ___________________________________________________________________
 DS0744* NAD 83(1986)-  33 39 54.     (N)    106 30 40.     (W)     SCALED    
 DS0744* NAVD 88     -      1446.364  (meters)    4745.28   (feet)  ADJUSTED  
 DS0744  ___________________________________________________________________
 DS0744  GEOID HEIGHT-         -22.21  (meters)                     GEOID03
 DS0744  DYNAMIC HT  -        1444.268 (meters)    4738.40  (feet)  COMP
 DS0744  MODELED GRAV-     979,137.7   (mgal)                       NAVD 88
 DS0744
 DS0744  VERT ORDER  -  SECOND    CLASS 0
 DS0744
 DS0744.The horizontal coordinates were scaled from a topographic map and have
 DS0744.an estimated accuracy of +/- 6 seconds.
 DS0744
 DS0744.The orthometric height was determined by differential leveling
 DS0744.and adjusted by the National Geodetic Survey in June 1991..
 DS0744
 DS0744.The geoid height was determined by GEOID03.
 DS0744
 DS0744.The dynamic height is computed by dividing the NAVD 88
 DS0744.geopotential number by the normal gravity value computed on the
 DS0744.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0744.degrees latitude (g = 980.6199 gals.).
 DS0744
 DS0744.The modeled gravity was interpolated from observed gravity values.
 DS0744
 DS0744;                    North         East    Units  Estimated Accuracy
 DS0744;SPC NM C     -   295,530.      475,790.      MT  (+/- 180 meters Scaled)
 DS0744
 DS0744                          SUPERSEDED SURVEY CONTROL
 DS0744
 DS0744  NGVD 29 (??/??/92) 1445.673  (m)         4743.01   (f) ADJ UNCH    2 0
 DS0744
 DS0744.Superseded values are not recommended for survey control.
 DS0744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0744.See file dsdata.txt to determine how the superseded data were derived.
 DS0744
 DS0744_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT599260(NAD 83)
 DS0744_MARKER: DB = BENCH MARK DISK
 DS0744_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0744_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0744_STAMPING: G 236 1952
 DS0744_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0744+STABILITY: SURFACE MOTION
 DS0744
 DS0744  HISTORY     - Date     Condition        Report By
 DS0744  HISTORY     - 1952     MONUMENTED       CGS
 DS0744
 DS0744                          STATION DESCRIPTION
 DS0744
 DS0744'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DS0744'51.35 MI W FROM CARRIZOZO.
 DS0744'14.8 MILES SOUTH ALONG U.S. HIGHWAY 54 FROM THE POST OFFICE AT
 DS0744'CARRIZOZO, THENCE 34.7 MILES WEST ALONG THE MOCKING BIRD GAP ROAD,
 DS0744'THENCE 1.85 MILES NORTHEAST ALONG A GRAVELED AND OILED ROAD, 88 FEET
 DS0744'SOUTHEAST OF THE CENTER LINE OF THE ROAD, 10 FEET NORTHEAST OF A CEDAR
 DS0744'POST, IN LINE WITH A ROW OF POSTS, 3 FEET NORTHEAST OF A WITNESS POST,
 DS0744'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.8 FOOT ABOVE THE
 DS0744'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0376 ***********************************************************************
 DS0376  DESIGNATION -  G 237
 DS0376  PID         -  DS0376
 DS0376  STATE/COUNTY-  NM/SOCORRO
 DS0376  USGS QUAD   -  MOUND SPRINGS (1982)
 DS0376
 DS0376                         *CURRENT SURVEY CONTROL
 DS0376  ___________________________________________________________________
 DS0376* NAD 83(1986)-  33 25 06.     (N)    106 20 03.     (W)     SCALED    
 DS0376* NAVD 88     -      1321.401  (meters)    4335.30   (feet)  ADJUSTED  
 DS0376  ___________________________________________________________________
 DS0376  GEOID HEIGHT-         -22.29  (meters)                     GEOID03
 DS0376  DYNAMIC HT  -        1319.513 (meters)    4329.10  (feet)  COMP
 DS0376  MODELED GRAV-     979,162.6   (mgal)                       NAVD 88
 DS0376
 DS0376  VERT ORDER  -  SECOND    CLASS 0
 DS0376
 DS0376.The horizontal coordinates were scaled from a topographic map and have
 DS0376.an estimated accuracy of +/- 6 seconds.
 DS0376
 DS0376.The orthometric height was determined by differential leveling
 DS0376.and adjusted by the National Geodetic Survey in June 1991..
 DS0376
 DS0376.The geoid height was determined by GEOID03.
 DS0376
 DS0376.The dynamic height is computed by dividing the NAVD 88
 DS0376.geopotential number by the normal gravity value computed on the
 DS0376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0376.degrees latitude (g = 980.6199 gals.).
 DS0376
 DS0376.The modeled gravity was interpolated from observed gravity values.
 DS0376
 DS0376;                    North         East    Units  Estimated Accuracy
 DS0376;SPC NM C     -   268,150.      492,170.      MT  (+/- 180 meters Scaled)
 DS0376
 DS0376                          SUPERSEDED SURVEY CONTROL
 DS0376
 DS0376  NGVD 29 (??/??/92) 1320.764  (m)         4333.21   (f) ADJ UNCH    2 0
 DS0376
 DS0376.Superseded values are not recommended for survey control.
 DS0376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0376.See file dsdata.txt to determine how the superseded data were derived.
 DS0376
 DS0376_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS759984(NAD 83)
 DS0376_MARKER: DB = BENCH MARK DISK
 DS0376_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0376_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0376_STAMPING: G 237 1952
 DS0376_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0376+STABILITY: SURFACE MOTION
 DS0376
 DS0376  HISTORY     - Date     Condition        Report By
 DS0376  HISTORY     - 1952     MONUMENTED       CGS
 DS0376
 DS0376                          STATION DESCRIPTION
 DS0376
 DS0376'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DS0376'49.5 MI SE FROM CARRIZOZO.
 DS0376'14.8 MILES SOUTH ALONG U.S. HIGHWAY 54 FROM THE POST OFFICE AT
 DS0376'CARRIZOZO, THENCE 23.1 MILES WEST ALONG THE MOCKING BIRD GAP ROAD,
 DS0376'THENCE 0.9 MILE SOUTH ALONG A DIRT ROAD, THENCE 8.7 MILES SOUTHEAST
 DS0376'ALONG A TRACK ROAD,  THENCE 2.0 MILES NORTHEAST ALONG A TRACK ROAD, 92
 DS0376'FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 90 FEET NORTH OF A
 DS0376'TELEPHONE POLE, 3 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A
 DS0376'CONCRETE POST WHICH PROJECTS 0.7 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0432 ***********************************************************************
 DS0432  DESIGNATION -  G 238
 DS0432  PID         -  DS0432
 DS0432  STATE/COUNTY-  NM/SOCORRO
 DS0432  USGS QUAD   -  LUMLEY LAKE NW (1982)
 DS0432
 DS0432                         *CURRENT SURVEY CONTROL
 DS0432  ___________________________________________________________________
 DS0432* NAD 83(1986)-  33 14 38.     (N)    106 26 09.     (W)     SCALED    
 DS0432* NAVD 88     -      1235.667  (meters)    4054.02   (feet)  ADJUSTED  
 DS0432  ___________________________________________________________________
 DS0432  GEOID HEIGHT-         -22.76  (meters)                     GEOID03
 DS0432  DYNAMIC HT  -        1233.898 (meters)    4048.21  (feet)  COMP
 DS0432  MODELED GRAV-     979,163.8   (mgal)                       NAVD 88
 DS0432
 DS0432  VERT ORDER  -  SECOND    CLASS 0
 DS0432
 DS0432.The horizontal coordinates were scaled from a topographic map and have
 DS0432.an estimated accuracy of +/- 6 seconds.
 DS0432
 DS0432.The orthometric height was determined by differential leveling
 DS0432.and adjusted by the National Geodetic Survey in June 1991..
 DS0432
 DS0432.The geoid height was determined by GEOID03.
 DS0432
 DS0432.The dynamic height is computed by dividing the NAVD 88
 DS0432.geopotential number by the normal gravity value computed on the
 DS0432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0432.degrees latitude (g = 980.6199 gals.).
 DS0432
 DS0432.The modeled gravity was interpolated from observed gravity values.
 DS0432
 DS0432;                    North         East    Units  Estimated Accuracy
 DS0432;SPC NM C     -   248,810.      482,680.      MT  (+/- 180 meters Scaled)
 DS0432
 DS0432                          SUPERSEDED SURVEY CONTROL
 DS0432
 DS0432  NGVD 29 (??/??/92) 1235.050  (m)         4051.99   (f) ADJ UNCH    2 0
 DS0432
 DS0432.Superseded values are not recommended for survey control.
 DS0432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0432.See file dsdata.txt to determine how the superseded data were derived.
 DS0432
 DS0432_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS662792(NAD 83)
 DS0432_MARKER: DB = BENCH MARK DISK
 DS0432_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0432_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0432_STAMPING: G 238 1952
 DS0432_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0432+STABILITY: SURFACE MOTION
 DS0432
 DS0432  HISTORY     - Date     Condition        Report By
 DS0432  HISTORY     - 1952     MONUMENTED       CGS
 DS0432
 DS0432                          STATION DESCRIPTION
 DS0432
 DS0432'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DS0432'34.6 MI NW FROM TULAROSA.
 DS0432'28.3 MILES WEST ALONG OLD STATE HIGHWAY 52 FROM THE SOUTHERN PACIFIC
 DS0432'RAILROAD STATION AT TULAROSA, THENCE 6.3 MILES NORTH ALONG A TRACK
 DS0432'ROAD, 40 FEET WEST OF THE CENTER LINE OF THE ROAD, 3 FEET SOUTHWEST OF
 DS0432'A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.9
 DS0432'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0334 ***********************************************************************
 EP0334  DESIGNATION -  G 24
 EP0334  PID         -  EP0334
 EP0334  STATE/COUNTY-  NM/TORRANCE
 EP0334  USGS QUAD   -  CORONA NORTH (1995)
 EP0334
 EP0334                         *CURRENT SURVEY CONTROL
 EP0334  ___________________________________________________________________
 EP0334* NAD 83(1986)-  34 22 07.     (N)    105 30 24.     (W)     SCALED    
 EP0334* NAVD 88     -      1971.077  (meters)    6466.78   (feet)  ADJUSTED  
 EP0334  ___________________________________________________________________
 EP0334  GEOID HEIGHT-         -20.21  (meters)                     GEOID03
 EP0334  DYNAMIC HT  -        1968.203 (meters)    6457.35  (feet)  COMP
 EP0334  MODELED GRAV-     979,106.4   (mgal)                       NAVD 88
 EP0334
 EP0334  VERT ORDER  -  FIRST     CLASS II
 EP0334
 EP0334.The horizontal coordinates were scaled from a topographic map and have
 EP0334.an estimated accuracy of +/- 6 seconds.
 EP0334
 EP0334.The orthometric height was determined by differential leveling
 EP0334.and adjusted by the National Geodetic Survey in June 1991..
 EP0334
 EP0334.The geoid height was determined by GEOID03.
 EP0334
 EP0334.The dynamic height is computed by dividing the NAVD 88
 EP0334.geopotential number by the normal gravity value computed on the
 EP0334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EP0334.degrees latitude (g = 980.6199 gals.).
 EP0334
 EP0334.The modeled gravity was interpolated from observed gravity values.
 EP0334
 EP0334;                    North         East    Units  Estimated Accuracy
 EP0334;SPC NM C     -   373,790.      568,370.      MT  (+/- 180 meters Scaled)
 EP0334
 EP0334                          SUPERSEDED SURVEY CONTROL
 EP0334
 EP0334  NGVD 29 (??/??/92) 1970.215  (m)         6463.95   (f) ADJ UNCH    1 2
 EP0334
 EP0334.Superseded values are not recommended for survey control.
 EP0334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EP0334.See file dsdata.txt to determine how the superseded data were derived.
 EP0334
 EP0334_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDU534031(NAD 83)
 EP0334_MARKER: DB = BENCH MARK DISK
 EP0334_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EP0334_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EP0334_STAMPING: 6463.947 G 24 1933
 EP0334_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EP0334+STABILITY: SURFACE MOTION
 EP0334
 EP0334  HISTORY     - Date     Condition        Report By
 EP0334  HISTORY     - 1933     MONUMENTED       CGS
 EP0334  HISTORY     - 1934     GOOD             NGS
 EP0334  HISTORY     - 1975     MARK NOT FOUND   USGS
 EP0334
 EP0334                          STATION DESCRIPTION
 EP0334
 EP0334'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 EP0334'2.1 MI NE FROM TORRANCE.
 EP0334'2.1 MILES NORTHEAST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 EP0334'STATION AT TORRANCE, TORRANCE COUNTY, AT BLOCK SIGNAL 1501.0, 97 FEET
 EP0334'SOUTHEAST OF THE CENTERLINE OF THE TRACK, AND 3 FEET WEST OF THE
 EP0334'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED 6463.947 G 24 1933 AND
 EP0334'SET IN THE TOP OF A CONCRETE POST.
 EP0334
 EP0334                          STATION RECOVERY (1975)
 EP0334
 EP0334'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 EP0334'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0243 ***********************************************************************
 CX0243  DESIGNATION -  G 240
 CX0243  PID         -  CX0243
 CX0243  STATE/COUNTY-  NM/OTERO
 CX0243  USGS QUAD   -  FOSTER LAKE (1982)
 CX0243
 CX0243                         *CURRENT SURVEY CONTROL
 CX0243  ___________________________________________________________________
 CX0243* NAD 83(1986)-  32 43 18.     (N)    106 07 57.     (W)     SCALED    
 CX0243* NAVD 88     -      1224.741  (meters)    4018.17   (feet)  ADJUSTED  
 CX0243  ___________________________________________________________________
 CX0243  GEOID HEIGHT-         -23.02  (meters)                     GEOID03
 CX0243  DYNAMIC HT  -        1222.951 (meters)    4012.30  (feet)  COMP
 CX0243  MODELED GRAV-     979,134.8   (mgal)                       NAVD 88
 CX0243
 CX0243  VERT ORDER  -  FIRST     CLASS II
 CX0243
 CX0243.The horizontal coordinates were scaled from a topographic map and have
 CX0243.an estimated accuracy of +/- 6 seconds.
 CX0243
 CX0243.The orthometric height was determined by differential leveling
 CX0243.and adjusted by the National Geodetic Survey in June 1991..
 CX0243
 CX0243.The geoid height was determined by GEOID03.
 CX0243
 CX0243.The dynamic height is computed by dividing the NAVD 88
 CX0243.geopotential number by the normal gravity value computed on the
 CX0243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0243.degrees latitude (g = 980.6199 gals.).
 CX0243
 CX0243.The modeled gravity was interpolated from observed gravity values.
 CX0243
 CX0243;                    North         East    Units  Estimated Accuracy
 CX0243;SPC NM C     -   190,890.      511,010.      MT  (+/- 180 meters Scaled)
 CX0243
 CX0243                          SUPERSEDED SURVEY CONTROL
 CX0243
 CX0243  NGVD 29 (??/??/92) 1224.153  (m)         4016.24   (f) ADJ UNCH    1 2
 CX0243
 CX0243.Superseded values are not recommended for survey control.
 CX0243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0243.See file dsdata.txt to determine how the superseded data were derived.
 CX0243
 CX0243_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS938209(NAD 83)
 CX0243_MARKER: DB = BENCH MARK DISK
 CX0243_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CX0243_SP_SET: MONUMENT
 CX0243_STAMPING: G 240 1952
 CX0243_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX0243
 CX0243  HISTORY     - Date     Condition        Report By
 CX0243  HISTORY     - 1952     MONUMENTED       CGS
 CX0243  HISTORY     - 1968     GOOD             NGS
 CX0243  HISTORY     - 1986     GOOD             DMA
 CX0243
 CX0243                          STATION DESCRIPTION
 CX0243
 CX0243'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CX0243'4.2 MI SE FROM WHITE SANDS NATL MONUMENT.
 CX0243'2.4 MILES NORTHEAST ALONG U. S. HIGHWAY 70 FROM WHITE SANDS NATIONAL
 CX0243'MONUMENT HEADQUARTERS.  THENCE 5.3 MILES SOUTH ALONG A ROAD.  IT IS 69
 CX0243'FEET WEST OF THE CENTERLINE OF A ROAD, 3 FEET SOUTH OF A 4X4 WITNESS
 CX0243'POST, 1 FOOT EAST OF A FENCE, SET IN THE TOP OF A CONCRETE MONUMENT, 1
 CX0243'FOOT IN DIAMETER, THAT PROJECTS 4 INCHES ABOVE THE GROUND AND IS ABOUT
 CX0243'LEVEL WITH THE ROAD.
 CX0243
 CX0243                          STATION RECOVERY (1986)
 CX0243
 CX0243'RECOVERY NOTE BY DEFENSE MAP AGENCY 1986 (PET)
 CX0243'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0536 ***********************************************************************
 DS0536  DESIGNATION -  G 241
 DS0536  PID         -  DS0536
 DS0536  STATE/COUNTY-  NM/SOCORRO
 DS0536  USGS QUAD   -  STRAWBERRY PEAK (1981)
 DS0536
 DS0536                         *CURRENT SURVEY CONTROL
 DS0536  ___________________________________________________________________
 DS0536* NAD 83(1986)-  33 01 27.     (N)    106 31 44.     (W)     SCALED    
 DS0536* NAVD 88     -      1206.502  (meters)    3958.33   (feet)  ADJUSTED  
 DS0536  ___________________________________________________________________
 DS0536  GEOID HEIGHT-         -23.00  (meters)                     GEOID03
 DS0536  DYNAMIC HT  -        1204.764 (meters)    3952.63  (feet)  COMP
 DS0536  MODELED GRAV-     979,156.8   (mgal)                       NAVD 88
 DS0536
 DS0536  VERT ORDER  -  SECOND    CLASS 0
 DS0536
 DS0536.The horizontal coordinates were scaled from a topographic map and have
 DS0536.an estimated accuracy of +/- 6 seconds.
 DS0536
 DS0536.The orthometric height was determined by differential leveling
 DS0536.and adjusted by the National Geodetic Survey in June 1991..
 DS0536
 DS0536.The geoid height was determined by GEOID03.
 DS0536
 DS0536.The dynamic height is computed by dividing the NAVD 88
 DS0536.geopotential number by the normal gravity value computed on the
 DS0536.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0536.degrees latitude (g = 980.6199 gals.).
 DS0536
 DS0536.The modeled gravity was interpolated from observed gravity values.
 DS0536
 DS0536;                    North         East    Units  Estimated Accuracy
 DS0536;SPC NM C     -   224,470.      473,950.      MT  (+/- 180 meters Scaled)
 DS0536
 DS0536                          SUPERSEDED SURVEY CONTROL
 DS0536
 DS0536  NGVD 29 (??/??/92) 1205.902  (m)         3956.36   (f) ADJ UNCH    2 0
 DS0536
 DS0536.Superseded values are not recommended for survey control.
 DS0536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0536.See file dsdata.txt to determine how the superseded data were derived.
 DS0536
 DS0536_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS572550(NAD 83)
 DS0536_MARKER: DB = BENCH MARK DISK
 DS0536_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0536_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0536_STAMPING: G 241 1952
 DS0536_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0536+STABILITY: SURFACE MOTION
 DS0536
 DS0536  HISTORY     - Date     Condition        Report By
 DS0536  HISTORY     - 1952     MONUMENTED       CGS
 DS0536
 DS0536                          STATION DESCRIPTION
 DS0536
 DS0536'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DS0536'38.3 MI SW FROM TULAROSA.
 DS0536'28.3 MILES WEST ALONG OLD STATE HIGHWAY 52 FROM THE SOUTHERN PACIFIC
 DS0536'RAILROAD STATION AT TULAROSA, THENCE 10.0 MILES SOUTH ALONG A TRACK
 DS0536'ROAD, 99 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 3 FEET SOUTH
 DS0536'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 DS0536'0.8 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0049 ***********************************************************************
 CX0049  DESIGNATION -  G 242
 CX0049  PID         -  CX0049
 CX0049  STATE/COUNTY-  NM/DONA ANA
 CX0049  USGS QUAD   -  HEART OF THE SANDS SW (1982)
 CX0049
 CX0049                         *CURRENT SURVEY CONTROL
 CX0049  ___________________________________________________________________
 CX0049* NAD 83(1986)-  32 46 14.     (N)    106 28 14.     (W)     SCALED    
 CX0049* NAVD 88     -      1229.234  (meters)    4032.91   (feet)  ADJUSTED  
 CX0049  ___________________________________________________________________
 CX0049  GEOID HEIGHT-         -23.15  (meters)                     GEOID03
 CX0049  DYNAMIC HT  -        1227.454 (meters)    4027.07  (feet)  COMP
 CX0049  MODELED GRAV-     979,147.6   (mgal)                       NAVD 88
 CX0049
 CX0049  VERT ORDER  -  SECOND    CLASS 0
 CX0049
 CX0049.The horizontal coordinates were scaled from a topographic map and have
 CX0049.an estimated accuracy of +/- 6 seconds.
 CX0049
 CX0049.The orthometric height was determined by differential leveling
 CX0049.and adjusted by the National Geodetic Survey in June 1991..
 CX0049
 CX0049.The geoid height was determined by GEOID03.
 CX0049
 CX0049.The dynamic height is computed by dividing the NAVD 88
 CX0049.geopotential number by the normal gravity value computed on the
 CX0049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0049.degrees latitude (g = 980.6199 gals.).
 CX0049
 CX0049.The modeled gravity was interpolated from observed gravity values.
 CX0049
 CX0049;                    North         East    Units  Estimated Accuracy
 CX0049;SPC NM C     -   196,330.      479,340.      MT  (+/- 180 meters Scaled)
 CX0049
 CX0049                          SUPERSEDED SURVEY CONTROL
 CX0049
 CX0049  NGVD 29 (??/??/92) 1228.657  (m)         4031.02   (f) ADJ UNCH    2 0
 CX0049
 CX0049.Superseded values are not recommended for survey control.
 CX0049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0049.See file dsdata.txt to determine how the superseded data were derived.
 CX0049
 CX0049_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS622268(NAD 83)
 CX0049_MARKER: DB = BENCH MARK DISK
 CX0049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX0049_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CX0049_STAMPING: G 242 1952
 CX0049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX0049+STABILITY: SURFACE MOTION
 CX0049
 CX0049  HISTORY     - Date     Condition        Report By
 CX0049  HISTORY     - 1952     MONUMENTED       CGS
 CX0049  HISTORY     - 1973     MARK NOT FOUND   USGS
 CX0049
 CX0049                          STATION DESCRIPTION
 CX0049
 CX0049'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CX0049'56.65 MI SW FROM TULAROSA.
 CX0049'28.3 MILES WEST ALONG OLD STATE HIGHWAY 52 FROM THE SOUTHERN PACIFIC
 CX0049'RAILROAD STATION AT TULAROSA, THENCE 28.35 MILES SOUTH ALONG A TRACK
 CX0049'ROAD, 72.5 FEET NORTHEAST OF A TELEPHONE POLE, 63 FEET NORTHEAST OF
 CX0049'THE CENTER LINE OF A TRACK ROAD, 2.4 FEET SOUTHEAST OF A WITNESS POST,
 CX0049'0.1 MILE NORTHWEST OF A WINDMILL, SET IN THE TOP OF A CONCRETE POST
 CX0049'WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
 CX0049
 CX0049                          STATION RECOVERY (1973)
 CX0049
 CX0049'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 CX0049'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0068 ***********************************************************************
 CX0068  DESIGNATION -  G 243
 CX0068  PID         -  CX0068
 CX0068  STATE/COUNTY-  NM/DONA ANA
 CX0068  USGS QUAD   -  HEART OF THE SANDS SW (1982)
 CX0068
 CX0068                         *CURRENT SURVEY CONTROL
 CX0068  ___________________________________________________________________
 CX0068* NAD 83(1986)-  32 45 13.     (N)    106 28 31.     (W)     SCALED    
 CX0068* NAVD 88     -      1262.823  (meters)    4143.11   (feet)  ADJUSTED  
 CX0068  ___________________________________________________________________
 CX0068  GEOID HEIGHT-         -23.14  (meters)                     GEOID03
 CX0068  DYNAMIC HT  -        1260.992 (meters)    4137.10  (feet)  COMP
 CX0068  MODELED GRAV-     979,144.3   (mgal)                       NAVD 88
 CX0068
 CX0068  VERT ORDER  -  SECOND    CLASS 0
 CX0068
 CX0068.The horizontal coordinates were scaled from a topographic map and have
 CX0068.an estimated accuracy of +/- 6 seconds.
 CX0068
 CX0068.The orthometric height was determined by differential leveling
 CX0068.and adjusted by the National Geodetic Survey in June 1991..
 CX0068
 CX0068.The geoid height was determined by GEOID03.
 CX0068
 CX0068.The dynamic height is computed by dividing the NAVD 88
 CX0068.geopotential number by the normal gravity value computed on the
 CX0068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0068.degrees latitude (g = 980.6199 gals.).
 CX0068
 CX0068.The modeled gravity was interpolated from observed gravity values.
 CX0068
 CX0068;                    North         East    Units  Estimated Accuracy
 CX0068;SPC NM C     -   194,450.      478,890.      MT  (+/- 180 meters Scaled)
 CX0068
 CX0068                          SUPERSEDED SURVEY CONTROL
 CX0068
 CX0068  NGVD 29 (??/??/92) 1262.249  (m)         4141.23   (f) ADJ UNCH    2 0
 CX0068
 CX0068.Superseded values are not recommended for survey control.
 CX0068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0068.See file dsdata.txt to determine how the superseded data were derived.
 CX0068
 CX0068_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS617249(NAD 83)
 CX0068_MARKER: DB = BENCH MARK DISK
 CX0068_SETTING: 66 = SET IN ROCK OUTCROP
 CX0068_SP_SET: SET IN ROCK OUTCROP
 CX0068_STAMPING: G 243 1952
 CX0068_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CX0068+STABILITY: POSITION/ELEVATION WELL
 CX0068
 CX0068  HISTORY     - Date     Condition        Report By
 CX0068  HISTORY     - 1952     MONUMENTED       CGS
 CX0068  HISTORY     - 1968     GOOD             NGS
 CX0068  HISTORY     - 1973     MARK NOT FOUND   USGS
 CX0068
 CX0068                          STATION DESCRIPTION
 CX0068
 CX0068'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CX0068'27.4 MI N FROM WSMR HEADQUARTERS.
 CX0068'4.2 MILES NORTH ALONG MAIN ACCESS ROAD FROM WHITE SANDS MISSILE RANGE
 CX0068'HEADQUARTERS.  THENCE 4.6 MILES NORTHEAST ALONG U.S. HIGHWAY 70.
 CX0068'THENCE 21.2 MILES WEST AND NORTH ALONG WSMR ROUTE 7.  THENCE 0.75 MILE
 CX0068'WEST ALONG A GRAVELED ROAD.  IT IS 110.5 FEET SOUTHEAST OF A TELEPHONE
 CX0068'POLE, 98.0 FEET SOUTHWEST OF A TELEPHONE POLE, 90.0 FEET NORTH OF THE
 CX0068'CENTERLINE OF THE ROAD, 65 FEET SOUTH OF THE POLE LINE, SET IN THE TOP
 CX0068'OF A GRANITE OUTCROPPING AND 3 FEET LOWER THAN THE ROAD.
 CX0068
 CX0068                          STATION RECOVERY (1973)
 CX0068
 CX0068'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 CX0068'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0517 ***********************************************************************
 CX0517  DESIGNATION -  G 244
 CX0517  PID         -  CX0517
 CX0517  STATE/COUNTY-  NM/OTERO
 CX0517  USGS QUAD   -  DAVIES TANK (1994)
 CX0517
 CX0517                         *CURRENT SURVEY CONTROL
 CX0517  ___________________________________________________________________
 CX0517* NAD 83(1986)-  32 22 15.     (N)    106 22 35.     (W)     SCALED    
 CX0517* NAVD 88     -      1214.414  (meters)    3984.29   (feet)  ADJUSTED  
 CX0517  ___________________________________________________________________
 CX0517  GEOID HEIGHT-         -23.76  (meters)                     GEOID03
 CX0517  DYNAMIC HT  -        1212.586 (meters)    3978.29  (feet)  COMP
 CX0517  MODELED GRAV-     979,092.4   (mgal)                       NAVD 88
 CX0517
 CX0517  VERT ORDER  -  FIRST     CLASS II
 CX0517
 CX0517.The horizontal coordinates were scaled from a topographic map and have
 CX0517.an estimated accuracy of +/- 6 seconds.
 CX0517
 CX0517.The orthometric height was determined by differential leveling
 CX0517.and adjusted by the National Geodetic Survey in June 1991..
 CX0517
 CX0517.The geoid height was determined by GEOID03.
 CX0517
 CX0517.The dynamic height is computed by dividing the NAVD 88
 CX0517.geopotential number by the normal gravity value computed on the
 CX0517.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0517.degrees latitude (g = 980.6199 gals.).
 CX0517
 CX0517.The modeled gravity was interpolated from observed gravity values.
 CX0517
 CX0517;                    North         East    Units  Estimated Accuracy
 CX0517;SPC NM C     -   151,990.      488,110.      MT  (+/- 180 meters Scaled)
 CX0517
 CX0517                          SUPERSEDED SURVEY CONTROL
 CX0517
 CX0517  NGVD 29 (??/??/92) 1213.815  (m)         3982.32   (f) ADJ UNCH    1 2
 CX0517
 CX0517.Superseded values are not recommended for survey control.
 CX0517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0517.See file dsdata.txt to determine how the superseded data were derived.
 CX0517
 CX0517_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR705823(NAD 83)
 CX0517_MARKER: DB = BENCH MARK DISK
 CX0517_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX0517_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CX0517_STAMPING: G 244 1952
 CX0517_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX0517+STABILITY: SURFACE MOTION
 CX0517
 CX0517  HISTORY     - Date     Condition        Report By
 CX0517  HISTORY     - 1952     MONUMENTED       CGS
 CX0517  HISTORY     - 1967     GOOD             NGS
 CX0517
 CX0517                          STATION DESCRIPTION
 CX0517
 CX0517'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 CX0517'7.95 MI SE FROM W S M R HEADQUARTERS.
 CX0517'ABOUT 5.5 MILES EAST ALONG WHITE SANDS MISSILE RANGE ROUTE 2 FROM THE
 CX0517'WHITE SANDS MISSILE RANGE HEADQUARTERS BUILDING, THENCE 0.65 MILE
 CX0517'SOUTHEAST ALONG WHITE SANDS MISSILE RANGE ROUTE 2-A, THENCE 1.8 MILES
 CX0517'SOUTH ALONG WHITE SANDS MISSILE RANGE ROUTE 3, IN S 30, T 22 S, R 6 E,
 CX0517'AT THE JUNCTION OF THE ROAD AND A DIRT ROAD, 91 FEET EAST OF THE
 CX0517'CENTER LINE OF THE ROAD, 60 FEET NORTH OF THE CENTER LINE OF THE DIRT
 CX0517'ROAD, 29 FEET SOUTHWEST OF A TELEPHONE POLE, 1.0 FOOT WEST OF A METAL
 CX0517'WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD, AND SET IN THE
 CX0517'TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0682 ***********************************************************************
 CX0682  DESIGNATION -  G 245
 CX0682  PID         -  CX0682
 CX0682  STATE/COUNTY-  NM/DONA ANA
 CX0682  USGS QUAD   -  SAN MIGUEL (1955)
 CX0682
 CX0682                         *CURRENT SURVEY CONTROL
 CX0682  ___________________________________________________________________
 CX0682* NAD 83(1986)-  32 10 33.     (N)    106 42 14.     (W)     SCALED    
 CX0682* NAVD 88     -      1172.089  (meters)    3845.43   (feet)  ADJUSTED  
 CX0682  ___________________________________________________________________
 CX0682  GEOID HEIGHT-         -23.88  (meters)                     GEOID03
 CX0682  DYNAMIC HT  -        1170.364 (meters)    3839.77  (feet)  COMP
 CX0682  MODELED GRAV-     979,126.9   (mgal)                       NAVD 88
 CX0682
 CX0682  VERT ORDER  -  FIRST     CLASS II
 CX0682
 CX0682.The horizontal coordinates were scaled from a topographic map and have
 CX0682.an estimated accuracy of +/- 6 seconds.
 CX0682
 CX0682.The orthometric height was determined by differential leveling
 CX0682.and adjusted by the National Geodetic Survey in June 1991..
 CX0682
 CX0682.The geoid height was determined by GEOID03.
 CX0682
 CX0682.The dynamic height is computed by dividing the NAVD 88
 CX0682.geopotential number by the normal gravity value computed on the
 CX0682.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0682.degrees latitude (g = 980.6199 gals.).
 CX0682
 CX0682.The modeled gravity was interpolated from observed gravity values.
 CX0682
 CX0682;                    North         East    Units  Estimated Accuracy
 CX0682;SPC NM C     -   130,450.      457,200.      MT  (+/- 180 meters Scaled)
 CX0682
 CX0682                          SUPERSEDED SURVEY CONTROL
 CX0682
 CX0682  NGVD 29 (??/??/92) 1171.560  (m)         3843.69   (f) ADJ UNCH    1 2
 CX0682
 CX0682.Superseded values are not recommended for survey control.
 CX0682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0682.See file dsdata.txt to determine how the superseded data were derived.
 CX0682
 CX0682_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR393611(NAD 83)
 CX0682_MARKER: DB = BENCH MARK DISK
 CX0682_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CX0682_SP_SET: CULVERT
 CX0682_STAMPING: G 245 1952
 CX0682_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX0682
 CX0682  HISTORY     - Date     Condition        Report By
 CX0682  HISTORY     - 1952     MONUMENTED       CGS
 CX0682  HISTORY     - 1954     GOOD             NGS
 CX0682  HISTORY     - 1981     GOOD             NGS
 CX0682
 CX0682                          STATION DESCRIPTION
 CX0682
 CX0682'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CX0682'7.75 MI SE FROM MESILLA PARK.
 CX0682'7.75 MILES SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 CX0682'FROM THE STATION AT MESILLA PARK, 3 1/2 POLES NORTHWEST OF MILEPOST
 CX0682'1123, 78.8 FEET SOUTHWEST OF THE CENTER LINE OF U.S. HIGHWAYS 80 AND
 CX0682'85, 6.2 FEET NORTHEAST OF THE NORTHEAST RAIL, SET IN THE TOP OF THE
 CX0682'CENTER OF THE NORTHEAST HEADWALL OF CONCRETE CULVERT 1122 B.
 CX0682
 CX0682                          STATION RECOVERY (1954)
 CX0682
 CX0682'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 CX0682'RECOVERED IN GOOD CONDITION.
 CX0682
 CX0682                          STATION RECOVERY (1981)
 CX0682
 CX0682'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CX0682'1.8 KM (1.1 MI) NORTHWESTERLY ALONG STATE HIGHWAY 478 FROM THE POST
 CX0682'OFFICE IN MESQUITE, 3-1/2 POLES NORTHWEST OF RAILROAD MILE POST 1123,
 CX0682'IN TOP CENTER OF THE NORTHEAST HEADWALL OF AN IRRIGATION CANAL
 CX0682'CULVERT UNDER THE RAILROAD, 24.O METERS (78.8 FT) SOUTHWEST OF THE
 CX0682'CENTERLINE OF THE HIGHWAY AND 1.9 METERS (6.2 FT) NORTHEAST OF THE
 CX0682'NEAR RAIL OF THE ATCHISON, TOPEKA AND SANTA FE RAILROAD.
 CX0682'THE MARK IS 1.4 METERS  NNW FROM A WITNESS POST.
 CX0682'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0661 ***********************************************************************
 CX0661  DESIGNATION -  G 246
 CX0661  PID         -  CX0661
 CX0661  STATE/COUNTY-  NM/DONA ANA
 CX0661  USGS QUAD   -  LAS CRUCES (1978)
 CX0661
 CX0661                         *CURRENT SURVEY CONTROL
 CX0661  ___________________________________________________________________
 CX0661* NAD 83(1986)-  32 18 58.     (N)    106 46 04.     (W)     SCALED    
 CX0661* NAVD 88     -      1212.599  (meters)    3978.34   (feet)  ADJUSTED  
 CX0661  ___________________________________________________________________
 CX0661  GEOID HEIGHT-         -23.90  (meters)                     GEOID03
 CX0661  DYNAMIC HT  -        1210.805 (meters)    3972.45  (feet)  COMP
 CX0661  MODELED GRAV-     979,118.3   (mgal)                       NAVD 88
 CX0661
 CX0661  VERT ORDER  -  FIRST     CLASS II
 CX0661
 CX0661.The horizontal coordinates were scaled from a topographic map and have
 CX0661.an estimated accuracy of +/- 6 seconds.
 CX0661
 CX0661.The orthometric height was determined by differential leveling
 CX0661.and adjusted by the National Geodetic Survey in June 1991..
 CX0661
 CX0661.The geoid height was determined by GEOID03.
 CX0661
 CX0661.The dynamic height is computed by dividing the NAVD 88
 CX0661.geopotential number by the normal gravity value computed on the
 CX0661.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0661.degrees latitude (g = 980.6199 gals.).
 CX0661
 CX0661.The modeled gravity was interpolated from observed gravity values.
 CX0661
 CX0661;                    North         East    Units  Estimated Accuracy
 CX0661;SPC NM C     -   146,040.      451,250.      MT  (+/- 180 meters Scaled)
 CX0661
 CX0661                          SUPERSEDED SURVEY CONTROL
 CX0661
 CX0661  NGVD 29 (??/??/92) 1212.046  (m)         3976.52   (f) ADJ UNCH    1 2
 CX0661
 CX0661.Superseded values are not recommended for survey control.
 CX0661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0661.See file dsdata.txt to determine how the superseded data were derived.
 CX0661
 CX0661_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR335768(NAD 83)
 CX0661_MARKER: DB = BENCH MARK DISK
 CX0661_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX0661_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CX0661_STAMPING: G 246 1952
 CX0661_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX0661+STABILITY: SURFACE MOTION
 CX0661
 CX0661  HISTORY     - Date     Condition        Report By
 CX0661  HISTORY     - 1952     MONUMENTED       CGS
 CX0661  HISTORY     - 1974     MARK NOT FOUND   USGS
 CX0661  HISTORY     - 1981     MARK NOT FOUND   NGS
 CX0661
 CX0661                          STATION DESCRIPTION
 CX0661
 CX0661'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CX0661'1.5 MI NE FROM LAS CRUCES.
 CX0661'0.1 MILE NORTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 CX0661'FROM THE STATION AT LAS CRUCES, THENCE 0.9 MILE NORTHEAST ALONG EAST
 CX0661'HADLEY AVENUE, THENCE 0.5 MILE NORTHEAST ALONG HINTON STREET, AT THE
 CX0661'SOUTHWEST ENTRANCE TO THE LAS CRUCES EAST AIRPORT, 32.5 FEET NORTHWEST
 CX0661'OF THE CENTER LINE OF HINTON STREET, 2.3 FEET NORTH OF A FENCE CORNER,
 CX0661'1.8 FEET NORTHEAST OF A STEEL FENCE, 2.3 FEET WEST OF A WITNESS POST,
 CX0661'ALONG A STEEL FENCE SURROUNDING THE NATIONAL GUARD ARMORY, SET IN THE
 CX0661'TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
 CX0661
 CX0661                          STATION RECOVERY (1974)
 CX0661
 CX0661'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 CX0661'MARK NOT FOUND.
 CX0661
 CX0661                          STATION RECOVERY (1981)
 CX0661
 CX0661'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CX0661'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0848 ***********************************************************************
 CX0848  DESIGNATION -  G 247
 CX0848  PID         -  CX0848
 CX0848  STATE/COUNTY-  NM/DONA ANA
 CX0848  USGS QUAD   -  RINCON (1978)
 CX0848
 CX0848                         *CURRENT SURVEY CONTROL
 CX0848  ___________________________________________________________________
 CX0848* NAD 83(1986)-  32 40 02.     (N)    107 04 50.     (W)     SCALED    
 CX0848* NAVD 88     -      1230.395  (meters)    4036.72   (feet)  ADJUSTED  
 CX0848  ___________________________________________________________________
 CX0848  GEOID HEIGHT-         -23.79  (meters)                     GEOID03
 CX0848  DYNAMIC HT  -        1228.587 (meters)    4030.79  (feet)  COMP
 CX0848  MODELED GRAV-     979,127.3   (mgal)                       NAVD 88
 CX0848
 CX0848  VERT ORDER  -  FIRST     CLASS II
 CX0848
 CX0848.The horizontal coordinates were scaled from a topographic map and have
 CX0848.an estimated accuracy of +/- 6 seconds.
 CX0848
 CX0848.The orthometric height was determined by differential leveling
 CX0848.and adjusted by the National Geodetic Survey in June 1991..
 CX0848
 CX0848.The geoid height was determined by GEOID03.
 CX0848
 CX0848.The dynamic height is computed by dividing the NAVD 88
 CX0848.geopotential number by the normal gravity value computed on the
 CX0848.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0848.degrees latitude (g = 980.6199 gals.).
 CX0848
 CX0848.The modeled gravity was interpolated from observed gravity values.
 CX0848
 CX0848;                    North         East    Units  Estimated Accuracy
 CX0848;SPC NM C     -   185,150.      422,100.      MT  (+/- 180 meters Scaled)
 CX0848
 CX0848                          SUPERSEDED SURVEY CONTROL
 CX0848
 CX0848  NGVD 29 (??/??/92) 1229.816  (m)         4034.82   (f) ADJ UNCH    1 2
 CX0848
 CX0848.Superseded values are not recommended for survey control.
 CX0848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0848.See file dsdata.txt to determine how the superseded data were derived.
 CX0848
 CX0848_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS048163(NAD 83)
 CX0848_MARKER: DB = BENCH MARK DISK
 CX0848_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX0848_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CX0848_STAMPING: G 247 1952
 CX0848_PROJECTION: PROJECTING 5 CENTIMETERS
 CX0848_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX0848+STABILITY: SURFACE MOTION
 CX0848
 CX0848  HISTORY     - Date     Condition        Report By
 CX0848  HISTORY     - 1952     MONUMENTED       CGS
 CX0848  HISTORY     - 1981     GOOD             NGS
 CX0848
 CX0848                          STATION DESCRIPTION
 CX0848
 CX0848'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CX0848'0.95 MI W FROM RINCON.
 CX0848'0.95 MILE WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD FROM
 CX0848'THE STATION AT RINCON, 0.2 MILE WEST OF A ROAD CROSSING, 77.3 FEET
 CX0848'SOUTH OF THE SOUTH RAIL, 61 FEET NORTH OF THE CENTER LINE OF AN OILED
 CX0848'ROAD, 20 FEET NORTH OF A FENCE, 2.3 FEET WEST OF A WITNESS POST, 0.4
 CX0848'MILE EAST OF MILEPOST 1081, SET IN THE TOP OF A CONCRETE POST WHICH
 CX0848'PROJECTS 0.5 FOOT ABOVE THE GROUND.
 CX0848
 CX0848                          STATION RECOVERY (1981)
 CX0848
 CX0848'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CX0848'0.2 KM (0.1 MI) SOUTH ALONG FRANKLIN STREET FROM THE POST OFFICE
 CX0848'IN HATCH, THENCE 0.5 KM (0.3 MI) EAST ALONG EAST HALL STREET, THENCE
 CX0848'6.3 KM (3.9 MI) EAST ALONG STATE HIGHWAY 140, 0.3 KM (0.2 MI) WEST
 CX0848'OF A PAVED ROAD CROSSING, 1.0 KM (0.6 MI) EAST OF COUNTY ROAD E 8,
 CX0848'23.6 METERS (77.3 FT) SOUTH OF THE NEAR RAIL OF THE ATCHISON, TOPEKA
 CX0848'AND SANTA FE RAILROAD, 18.6 METERS (61.0 FT) NORTH OF THE CENTERLINE
 CX0848'OF THE HIGHWAY AND 1.0 METER (3.3 FT) WEST OF A 4 BY 4 INCH WOODEN
 CX0848'WITNESS POST.
 CX0848'THE MARK IS 0.5 METERS  E FROM A WITNESS POST.
 CX0848'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0140 ***********************************************************************
 CX0140  DESIGNATION -  G 248
 CX0140  PID         -  CX0140
 CX0140  STATE/COUNTY-  NM/OTERO
 CX0140  USGS QUAD   -  HOLLOMAN (1982)
 CX0140
 CX0140                         *CURRENT SURVEY CONTROL
 CX0140  ___________________________________________________________________
 CX0140* NAD 83(1986)-  32 50 50.     (N)    106 01 50.     (W)     SCALED    
 CX0140* NAVD 88     -      1258.725  (meters)    4129.67   (feet)  ADJUSTED  
 CX0140  ___________________________________________________________________
 CX0140  GEOID HEIGHT-         -22.54  (meters)                     GEOID03
 CX0140  DYNAMIC HT  -        1256.872 (meters)    4123.59  (feet)  COMP
 CX0140  MODELED GRAV-     979,122.8   (mgal)                       NAVD 88
 CX0140
 CX0140  VERT ORDER  -  SECOND    CLASS 0
 CX0140
 CX0140.The horizontal coordinates were scaled from a topographic map and have
 CX0140.an estimated accuracy of +/- 6 seconds.
 CX0140
 CX0140.The orthometric height was determined by differential leveling
 CX0140.and adjusted by the National Geodetic Survey in June 1991..
 CX0140
 CX0140.The geoid height was determined by GEOID03.
 CX0140
 CX0140.The dynamic height is computed by dividing the NAVD 88
 CX0140.geopotential number by the normal gravity value computed on the
 CX0140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0140.degrees latitude (g = 980.6199 gals.).
 CX0140
 CX0140.The modeled gravity was interpolated from observed gravity values.
 CX0140
 CX0140;                    North         East    Units  Estimated Accuracy
 CX0140;SPC NM C     -   204,830.      520,540.      MT  (+/- 180 meters Scaled)
 CX0140
 CX0140                          SUPERSEDED SURVEY CONTROL
 CX0140
 CX0140  NGVD 29 (??/??/92) 1258.116  (m)         4127.67   (f) ADJ UNCH    2 0
 CX0140
 CX0140.Superseded values are not recommended for survey control.
 CX0140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0140.See file dsdata.txt to determine how the superseded data were derived.
 CX0140
 CX0140_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDS035348(NAD 83)
 CX0140_MARKER: DB = BENCH MARK DISK
 CX0140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX0140_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CX0140_STAMPING: G 248 1952
 CX0140_PROJECTION: PROJECTING 10 CENTIMETERS
 CX0140_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX0140+STABILITY: SURFACE MOTION
 CX0140
 CX0140  HISTORY     - Date     Condition        Report By
 CX0140  HISTORY     - 1952     MONUMENTED       CGS
 CX0140  HISTORY     - 1980     GOOD             NGS
 CX0140
 CX0140                          STATION DESCRIPTION
 CX0140
 CX0140'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CX0140'6.1 MI SW FROM ALAMOGORDO.
 CX0140'6.1 MILES SOUTHWEST ALONG U.S. HIGHWAY 70 FROM THE SOUTHERN PACIFIC
 CX0140'RAILROAD STATION AT ALAMOGORDO, 97.5 FEET NORTHWEST OF THE CENTER LINE
 CX0140'OF THE HIGHWAY, 45 FEET NORTHEAST OF THE CENTER LINE OF A PRIVATE
 CX0140'DRIVEWAY, 35.5 FEET NORTHEAST OF THE NORTHEAST END OF A CATTLE GUARD,
 CX0140'17 FEET NORTHEAST OF A FENCE CORNER, 9.5 FEET WEST OF THE TELEPHONE
 CX0140'POLE, 3 FEET SOUTHEAST OF A FENCE, 2.5 FEET SOUTHWEST OF A WITNESS
 CX0140'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE
 CX0140'THE GROUND.
 CX0140
 CX0140                          STATION RECOVERY (1980)
 CX0140
 CX0140'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CX0140'2.9 KM (1.8 MI) SOUTHERLY ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 CX0140'THE STATION IN ALAMOGORDO, THENCE 6.9 KM (4.3 MI) SOUTHWEST
 CX0140'ALONG U.S. HIGHWAYS 70 AND 82, 0.6 KM (0.4 MI)
 CX0140'SOUTHWEST OF MILE POST 210, 29.7 METERS (97.5 FT) NORTHWEST OF THE
 CX0140'CENTERLINE OF THE SOUTH BOUND LANES OF THE HIGHWAY, 13.7 METERS
 CX0140'(45.0 FT) NORTHEAST OF THE CENTER OF A DRIVEWAY, 10.8 METERS
 CX0140'(35.5 FT) NORTHEAST OF THE NORTHEAST END OF A CATTLE GUARD, 2.8
 CX0140'METERS (9.5 FT) WEST OF UTILITY POLE NUMBER 122, 0.9 METERS
 CX0140'(0.3 FT) SOUTHEAST OF A FENCE AND 0.8 METER (2.5 FT) SOUTHWEST OF
 CX0140'A 4 BY 4 INCH WHITE WOODEN WITNESS POST.
 CX0140'THE MARK IS 0.5 METERS  NE FROM A WITNESS POST.
 CX0140'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0543 ***********************************************************************
 DR0543  DESIGNATION -  G 25
 DR0543  PID         -  DR0543
 DR0543  STATE/COUNTY-  NM/LINCOLN
 DR0543  USGS QUAD   -  TINNIE (1989)
 DR0543
 DR0543                         *CURRENT SURVEY CONTROL
 DR0543  ___________________________________________________________________
 DR0543* NAD 83(1986)-  33 20 56.     (N)    105 08 27.     (W)     SCALED    
 DR0543* NAVD 88     -      1508.114  (meters)    4947.87   (feet)  ADJUSTED  
 DR0543  ___________________________________________________________________
 DR0543  GEOID HEIGHT-         -21.42  (meters)                     GEOID03
 DR0543  DYNAMIC HT  -        1505.899 (meters)    4940.60  (feet)  COMP
 DR0543  MODELED GRAV-     979,115.9   (mgal)                       NAVD 88
 DR0543
 DR0543  VERT ORDER  -  FIRST     CLASS II
 DR0543
 DR0543.The horizontal coordinates were scaled from a topographic map and have
 DR0543.an estimated accuracy of +/- 6 seconds.
 DR0543
 DR0543.The orthometric height was determined by differential leveling
 DR0543.and adjusted by the National Geodetic Survey in June 1991..
 DR0543
 DR0543.The geoid height was determined by GEOID03.
 DR0543
 DR0543.The dynamic height is computed by dividing the NAVD 88
 DR0543.geopotential number by the normal gravity value computed on the
 DR0543.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0543.degrees latitude (g = 980.6199 gals.).
 DR0543
 DR0543.The modeled gravity was interpolated from observed gravity values.
 DR0543
 DR0543;                    North         East    Units  Estimated Accuracy
 DR0543;SPC NM C     -   260,990.      603,240.      MT  (+/- 180 meters Scaled)
 DR0543
 DR0543                          SUPERSEDED SURVEY CONTROL
 DR0543
 DR0543  NGVD 29 (??/??/92) 1507.444  (m)         4945.67   (f) ADJ UNCH    1 2
 DR0543
 DR0543.Superseded values are not recommended for survey control.
 DR0543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0543.See file dsdata.txt to determine how the superseded data were derived.
 DR0543
 DR0543_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDS868899(NAD 83)
 DR0543_MARKER: DB = BENCH MARK DISK
 DR0543_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR0543_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DR0543_STAMPING: 4945.672 G-25 1933
 DR0543_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR0543+STABILITY: SURFACE MOTION
 DR0543
 DR0543  HISTORY     - Date     Condition        Report By
 DR0543  HISTORY     - 1933     MONUMENTED       CGS
 DR0543  HISTORY     - 1961     GOOD             NGS
 DR0543
 DR0543                          STATION DESCRIPTION
 DR0543
 DR0543'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 DR0543'8.9 MI E FROM HONDO.
 DR0543'8.9 MILES EAST ALONG U.S HIGHWAY 70 FROM THE GENERAL STORE AT HONDO,
 DR0543'LINCOLN COUNTY, AT THE OLD PICACHO TRADING POST.  0.2 MILES SOUTH
 DR0543'ALONG DIRT ROAD FROM THE BOWSER TRADING POST, AND POST OFFICE.  100
 DR0543'FEET SOUTH OF OLD CENTERLINE OF HIGHWAY.  JUST EAST OF THE FOUNDATION
 DR0543'OF THE OLD PICACHO TRADING POST, AND AT FENCE CORNER.  A STANDARD
 DR0543'DISK, STAMPED 4945.672 G-25 1933 SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1038 ***********************************************************************
 CX1038  DESIGNATION -  G 250
 CX1038  PID         -  CX1038
 CX1038  STATE/COUNTY-  NM/LUNA
 CX1038  USGS QUAD   -  DEMING WEST (1972)
 CX1038
 CX1038                         *CURRENT SURVEY CONTROL
 CX1038  ___________________________________________________________________
 CX1038* NAD 83(1986)-  32 21 24.     (N)    107 51 52.     (W)     SCALED    
 CX1038* NAVD 88     -      1381.720  (meters)    4533.19   (feet)  ADJUSTED  
 CX1038  ___________________________________________________________________
 CX1038  GEOID HEIGHT-         -24.46  (meters)                     GEOID03
 CX1038  DYNAMIC HT  -        1379.618 (meters)    4526.30  (feet)  COMP
 CX1038  MODELED GRAV-     979,069.9   (mgal)                       NAVD 88
 CX1038
 CX1038  VERT ORDER  -  FIRST     CLASS II
 CX1038
 CX1038.The horizontal coordinates were scaled from a topographic map and have
 CX1038.an estimated accuracy of +/- 6 seconds.
 CX1038
 CX1038.The orthometric height was determined by differential leveling
 CX1038.and adjusted by the National Geodetic Survey in June 1991..
 CX1038
 CX1038.The geoid height was determined by GEOID03.
 CX1038
 CX1038.The dynamic height is computed by dividing the NAVD 88
 CX1038.geopotential number by the normal gravity value computed on the
 CX1038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX1038.degrees latitude (g = 980.6199 gals.).
 CX1038
 CX1038.The modeled gravity was interpolated from observed gravity values.
 CX1038
 CX1038;                    North         East    Units  Estimated Accuracy
 CX1038;SPC NM W     -   150,420.      827,070.      MT  (+/- 180 meters Scaled)
 CX1038
 CX1038                          SUPERSEDED SURVEY CONTROL
 CX1038
 CX1038  NGVD 29 (??/??/92) 1380.987  (m)         4530.79   (f) ADJ UNCH    1 2
 CX1038
 CX1038.Superseded values are not recommended for survey control.
 CX1038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1038.See file dsdata.txt to determine how the superseded data were derived.
 CX1038
 CX1038_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBR304835(NAD 83)
 CX1038_MARKER: DB = BENCH MARK DISK
 CX1038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX1038_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CX1038_STAMPING: G 250 1952
 CX1038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX1038+STABILITY: SURFACE MOTION
 CX1038
 CX1038  HISTORY     - Date     Condition        Report By
 CX1038  HISTORY     - 1952     MONUMENTED       CGS
 CX1038
 CX1038                          STATION DESCRIPTION
 CX1038
 CX1038'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CX1038'9.1 MI NW FROM DEMING.
 CX1038'9.1 MILES NORTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 CX1038'FROM THE STATION AT DEMING, 90 FEET NORTHEAST OF THE NORTHEAST RAIL,
 CX1038'44 FEET NORTHEAST OF THE 5TH POLE NORTHWEST OF MILEPOST 8, 8 FEET
 CX1038'SOUTHWEST OF A FENCE, 2 FEET NORTWEST OF A WITNESS POST. SET IN THE
 CX1038'TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0026 ***********************************************************************
 CY0026  DESIGNATION -  G 251
 CY0026  PID         -  CY0026
 CY0026  STATE/COUNTY-  NM/GRANT
 CY0026  USGS QUAD   -  HURLEY WEST (1992)
 CY0026
 CY0026                         *CURRENT SURVEY CONTROL
 CY0026  ___________________________________________________________________
 CY0026* NAD 83(1986)-  32 41 22.     (N)    108 13 50.     (W)     SCALED    
 CY0026* NAVD 88     -      1680.226  (meters)    5512.54   (feet)  ADJUSTED  
 CY0026  ___________________________________________________________________
 CY0026  GEOID HEIGHT-         -24.02  (meters)                     GEOID03
 CY0026  DYNAMIC HT  -        1677.579 (meters)    5503.86  (feet)  COMP
 CY0026  MODELED GRAV-     979,003.9   (mgal)                       NAVD 88
 CY0026
 CY0026  VERT ORDER  -  FIRST     CLASS II
 CY0026
 CY0026.The horizontal coordinates were scaled from a topographic map and have
 CY0026.an estimated accuracy of +/- 6 seconds.
 CY0026
 CY0026.The orthometric height was determined by differential leveling
 CY0026.and adjusted by the National Geodetic Survey in June 1991..
 CY0026
 CY0026.The geoid height was determined by GEOID03.
 CY0026
 CY0026.The dynamic height is computed by dividing the NAVD 88
 CY0026.geopotential number by the normal gravity value computed on the
 CY0026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0026.degrees latitude (g = 980.6199 gals.).
 CY0026
 CY0026.The modeled gravity was interpolated from observed gravity values.
 CY0026
 CY0026;                    North         East    Units  Estimated Accuracy
 CY0026;SPC NM W     -   187,390.      792,750.      MT  (+/- 180 meters Scaled)
 CY0026
 CY0026                          SUPERSEDED SURVEY CONTROL
 CY0026
 CY0026  NGVD 29 (??/??/92) 1679.338  (m)         5509.63   (f) ADJ UNCH    1 2
 CY0026
 CY0026.Superseded values are not recommended for survey control.
 CY0026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0026.See file dsdata.txt to determine how the superseded data were derived.
 CY0026
 CY0026_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYB596202(NAD 83)
 CY0026_MARKER: DB = BENCH MARK DISK
 CY0026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0026_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0026_STAMPING: G 251 1952
 CY0026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0026+STABILITY: SURFACE MOTION
 CY0026
 CY0026  HISTORY     - Date     Condition        Report By
 CY0026  HISTORY     - 1952     MONUMENTED       CGS
 CY0026
 CY0026                          STATION DESCRIPTION
 CY0026
 CY0026'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CY0026'6.5 MI SE FROM SILVER CITY.
 CY0026'6.5 MILES SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 CY0026'FROM THE STATION AT SILVER CITY, 4 POLES NORTHWEST OF MILEPOST 40, 92
 CY0026'FEET SOUTHWEST OF THE SOUTHWEST RAIL, 6 FEET NORTHEAST OF A FENCE, 3
 CY0026'FEET SOUTHEAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 CY0026'WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1058 ***********************************************************************
 CX1058  DESIGNATION -  G 253
 CX1058  PID         -  CX1058
 CX1058  STATE/COUNTY-  NM/LUNA
 CX1058  USGS QUAD   -  WILLIAMS RANCH (1972)
 CX1058
 CX1058                         *CURRENT SURVEY CONTROL
 CX1058  ___________________________________________________________________
 CX1058* NAD 83(1986)-  32 15 03.     (N)    107 55 07.     (W)     SCALED    
 CX1058* NAVD 88     -      1352.11   (+/-2cm)    4436.0    (feet)  VERTCON   
 CX1058  ___________________________________________________________________
 CX1058  GEOID HEIGHT-         -24.59  (meters)                     GEOID03
 CX1058
 CX1058  VERT ORDER  -  FIRST     CLASS II (See Below)
 CX1058
 CX1058.The horizontal coordinates were scaled from a topographic map and have
 CX1058.an estimated accuracy of +/- 6 seconds.
 CX1058
 CX1058.The NAVD 88 height was computed by applying the VERTCON shift value to
 CX1058.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CX1058.The vertical order pertains to the NGVD 29 superseded value.
 CX1058
 CX1058.The geoid height was determined by GEOID03.
 CX1058
 CX1058;                    North         East    Units  Estimated Accuracy
 CX1058;SPC NM W     -   138,680.      821,970.      MT  (+/- 180 meters Scaled)
 CX1058
 CX1058                          SUPERSEDED SURVEY CONTROL
 CX1058
 CX1058  NGVD 29 (??/??/92) 1351.415  (m)         4433.77   (f) ADJ UNCH    1 2
 CX1058
 CX1058.Superseded values are not recommended for survey control.
 CX1058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1058.See file dsdata.txt to determine how the superseded data were derived.
 CX1058
 CX1058_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBR250719(NAD 83)
 CX1058_MARKER: DB = BENCH MARK DISK
 CX1058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX1058_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CX1058_STAMPING: G 253 1952
 CX1058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX1058+STABILITY: SURFACE MOTION
 CX1058
 CX1058  HISTORY     - Date     Condition        Report By
 CX1058  HISTORY     - 1952     MONUMENTED       CGS
 CX1058  HISTORY     - 1964     MARK NOT FOUND   USGS
 CX1058  HISTORY     - 1980     MARK NOT FOUND   NGS
 CX1058
 CX1058                          STATION DESCRIPTION
 CX1058
 CX1058'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CX1058'9.6 MI W FROM DEMING.
 CX1058'9.6 MILES WEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATION AT
 CX1058'DEMING, 14 POLES EAST OF MILEPOST 1198, 118 FEET NORTH OF THE CENTER
 CX1058'LINES OF U.S. HIGHWAYS 70 AND 80, 51.4 FEET SOUTH OF THE SOUTH RAIL, 8
 CX1058'FEET NORTHEAST OF A TELEGRAPH POLE, 2.6 FEET NORTH OF A WITNESS POST,
 CX1058'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE
 CX1058'GROUND.
 CX1058
 CX1058                          STATION RECOVERY (1964)
 CX1058
 CX1058'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 CX1058'MARK NOT FOUND.
 CX1058
 CX1058                          STATION RECOVERY (1980)
 CX1058
 CX1058'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CX1058'SEARCHED FOR BUT NOT RECOVERED ON THIS DATE.  THE MARK IS BELIEVED
 CX1058'DESTROYED BY CONSTRUCTION OF RAILROAD MAINTENANCE ROAD.  NO SIGN OF
 CX1058'THE POST COULD BE FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0098 ***********************************************************************
 DR0098  DESIGNATION -  G 254
 DR0098  PID         -  DR0098
 DR0098  STATE/COUNTY-  NM/CHAVES
 DR0098  USGS QUAD   -  SOUTH SPRING (1975)
 DR0098
 DR0098                         *CURRENT SURVEY CONTROL
 DR0098  ___________________________________________________________________
 DR0098* NAD 83(1986)-  33 17 10.     (N)    104 26 13.     (W)     SCALED    
 DR0098* NAVD 88     -      1084.093  (meters)    3556.73   (feet)  ADJUSTED  
 DR0098  ___________________________________________________________________
 DR0098  GEOID HEIGHT-         -23.23  (meters)                     GEOID03
 DR0098  DYNAMIC HT  -        1082.607 (meters)    3551.85  (feet)  COMP
 DR0098  MODELED GRAV-     979,229.3   (mgal)                       NAVD 88
 DR0098
 DR0098  VERT ORDER  -  FIRST     CLASS II
 DR0098
 DR0098.The horizontal coordinates were scaled from a topographic map and have
 DR0098.an estimated accuracy of +/- 6 seconds.
 DR0098
 DR0098.The orthometric height was determined by differential leveling
 DR0098.and adjusted by the National Geodetic Survey in June 1991..
 DR0098
 DR0098.The geoid height was determined by GEOID03.
 DR0098
 DR0098.The dynamic height is computed by dividing the NAVD 88
 DR0098.geopotential number by the normal gravity value computed on the
 DR0098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0098.degrees latitude (g = 980.6199 gals.).
 DR0098
 DR0098.The modeled gravity was interpolated from observed gravity values.
 DR0098
 DR0098;                    North         East    Units  Estimated Accuracy
 DR0098;SPC NM E     -   253,490.      155,350.      MT  (+/- 180 meters Scaled)
 DR0098
 DR0098                          SUPERSEDED SURVEY CONTROL
 DR0098
 DR0098.No superseded survey control is available for this station.
 DR0098
 DR0098_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES524831(NAD 83)
 DR0098_MARKER: DB = BENCH MARK DISK
 DR0098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR0098_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DR0098_STAMPING: G 254 1957
 DR0098_MARK LOGO: CGS   
 DR0098_PROJECTION: PROJECTING 10 CENTIMETERS
 DR0098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR0098+STABILITY: SURFACE MOTION
 DR0098
 DR0098  HISTORY     - Date     Condition        Report By
 DR0098  HISTORY     - 1957     MONUMENTED       CGS
 DR0098  HISTORY     - 1982     GOOD             NGS
 DR0098
 DR0098                          STATION DESCRIPTION
 DR0098
 DR0098'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 DR0098'7.3 MI NW FROM DEXTER.
 DR0098'ABOUT 7.3 MILES NORTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 DR0098'RAILWAY FROM THE STATION AT DEXTER, 89 FEET EAST OF AND ACROSS THE
 DR0098'TRACK FROM MILEPOST 117, 46 FEET NORTHEAST OF THE NORTHEAST RAIL, AT
 DR0098'THE INTERSECTION OF U. S. HIGHWAY 285 AND THE BYPASS OF THE SAME
 DR0098'HIGHWAY, 9 RAILS NORTHWEST OF A ROAD CROSSING, 9 FEET NORTH OF A
 DR0098'TELEPHONE POLE, 1 FOOT SOUTHWEST OF A FENCE, 1 FOOT SOUTHEAST OF A
 DR0098'WHITE WOODEN WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK,
 DR0098'AND IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 DR0098
 DR0098                          STATION RECOVERY (1982)
 DR0098
 DR0098'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 DR0098'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  14.7 KM (9.15
 DR0098'MI) SOUTHERLY ALONG THE SANTA FE RAILROAD FROM THE RAILROAD STATION IN
 DR0098'ROSWELL, 0.2 KM (0.1 MI) NORTH OF A SIDE ROAD LEADING EAST, 27.5
 DR0098'METERS (90.2 FT) EAST OF MILEPOST 117, 17.3 METERS (56.8 FT) SOUTHWEST
 DR0098'OF A FENCE, 14.2 METERS (46.6 FT) NORTHEAST OF THE NEAR RAIL AND 2.1
 DR0098'METERS (6.9 FT) NORTH OF A UTILITY POLE.
 DR0098'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 DR0098'THE MARK IS 0.6 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0013 ***********************************************************************
 CW0013  DESIGNATION -  G 255
 CW0013  PID         -  CW0013
 CW0013  STATE/COUNTY-  NM/EDDY
 CW0013  USGS QUAD   -  ESPUELA (1975)
 CW0013
 CW0013                         *CURRENT SURVEY CONTROL
 CW0013  ___________________________________________________________________
 CW0013* NAD 83(1986)-  32 52 58.     (N)    104 23 56.     (W)     SCALED    
 CW0013* NAVD 88     -      1031.410  (meters)    3383.88   (feet)  ADJUSTED  
 CW0013  ___________________________________________________________________
 CW0013  GEOID HEIGHT-         -23.12  (meters)                     GEOID03
 CW0013  DYNAMIC HT  -        1029.987 (meters)    3379.22  (feet)  COMP
 CW0013  MODELED GRAV-     979,223.3   (mgal)                       NAVD 88
 CW0013
 CW0013  VERT ORDER  -  FIRST     CLASS II
 CW0013
 CW0013.The horizontal coordinates were scaled from a topographic map and have
 CW0013.an estimated accuracy of +/- 6 seconds.
 CW0013
 CW0013.The orthometric height was determined by differential leveling
 CW0013.and adjusted by the National Geodetic Survey in June 1991..
 CW0013
 CW0013.The geoid height was determined by GEOID03.
 CW0013
 CW0013.The dynamic height is computed by dividing the NAVD 88
 CW0013.geopotential number by the normal gravity value computed on the
 CW0013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0013.degrees latitude (g = 980.6199 gals.).
 CW0013
 CW0013.The modeled gravity was interpolated from observed gravity values.
 CW0013
 CW0013;                    North         East    Units  Estimated Accuracy
 CW0013;SPC NM E     -   208,760.      158,870.      MT  (+/- 180 meters Scaled)
 CW0013
 CW0013                          SUPERSEDED SURVEY CONTROL
 CW0013
 CW0013.No superseded survey control is available for this station.
 CW0013
 CW0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES562384(NAD 83)
 CW0013_MARKER: DB = BENCH MARK DISK
 CW0013_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CW0013_SP_SET: CONCRETE BASE
 CW0013_STAMPING: G 255 1957
 CW0013_MARK LOGO: CGS   
 CW0013_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CW0013
 CW0013  HISTORY     - Date     Condition        Report By
 CW0013  HISTORY     - 1957     MONUMENTED       CGS
 CW0013  HISTORY     - 1982     GOOD             NGS
 CW0013
 CW0013                          STATION DESCRIPTION
 CW0013
 CW0013'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 CW0013'2.75 MI N FROM ARTESIA.
 CW0013'ABOUT 2.75 MILES NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 CW0013'FROM THE STATION AT ARTESIA, 4 1/2 POLES SOUTH OF MILEPOST 147, IN THE
 CW0013'TOP OF THE WEST CORNER OF THE CONCRETE BASE OF THE SOUTHWEST LEG OF
 CW0013'THE WATER TOWER OWNED BY THE ARTESIA COTTON COMPRESS COMPANY, 320 FEET
 CW0013'EAST OF THE EAST RAIL OF THE MAIN TRACK, AND ABOUT 1 FOOT ABOVE THE
 CW0013'GROUND.
 CW0013
 CW0013                          STATION RECOVERY (1982)
 CW0013
 CW0013'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CW0013'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0078 ***********************************************************************
 CW0078  DESIGNATION -  G 256
 CW0078  PID         -  CW0078
 CW0078  STATE/COUNTY-  NM/EDDY
 CW0078  USGS QUAD   -  LAKE MC MILLAN SOUTH (1955)
 CW0078
 CW0078                         *CURRENT SURVEY CONTROL
 CW0078  ___________________________________________________________________
 CW0078* NAD 83(1986)-  32 30 55.     (N)    104 15 05.     (W)     SCALED    
 CW0078* NAVD 88     -       968.179  (meters)    3176.43   (feet)  POSTED    
 CW0078  ___________________________________________________________________
 CW0078  GEOID HEIGHT-         -23.91  (meters)                     GEOID03
 CW0078  DYNAMIC HT  -         966.810 (meters)    3171.94  (feet)  COMP
 CW0078  MODELED GRAV-     979,193.4   (mgal)                       NAVD 88
 CW0078
 CW0078  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 CW0078
 CW0078.The horizontal coordinates were scaled from a topographic map and have
 CW0078.an estimated accuracy of +/- 6 seconds.
 CW0078
 CW0078.The orthometric height was determined by differential leveling
 CW0078.and adjusted by the National Geodetic Survey in 1992..
 CW0078.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 CW0078.rate of 0.0 thru 1.0 mm/km.
 CW0078
 CW0078.The geoid height was determined by GEOID03.
 CW0078
 CW0078.The dynamic height is computed by dividing the NAVD 88
 CW0078.geopotential number by the normal gravity value computed on the
 CW0078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0078.degrees latitude (g = 980.6199 gals.).
 CW0078
 CW0078.The modeled gravity was interpolated from observed gravity values.
 CW0078
 CW0078;                    North         East    Units  Estimated Accuracy
 CW0078;SPC NM E     -   168,010.      172,700.      MT  (+/- 180 meters Scaled)
 CW0078
 CW0078                          SUPERSEDED SURVEY CONTROL
 CW0078
 CW0078  NGVD 29 (??/??/92)  967.703  (m)         3174.87   (f) ADJ UNCH    1 1
 CW0078
 CW0078.Superseded values are not recommended for survey control.
 CW0078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0078.See file dsdata.txt to determine how the superseded data were derived.
 CW0078
 CW0078_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SER703978(NAD 83)
 CW0078_MARKER: DB = BENCH MARK DISK
 CW0078_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CW0078_SP_SET: 11 FT.
 CW0078_STAMPING: G 256 1957
 CW0078_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CW0078
 CW0078  HISTORY     - Date     Condition        Report By
 CW0078  HISTORY     - 1957     MONUMENTED       CGS
 CW0078  HISTORY     - 1977     GOOD             NGS
 CW0078
 CW0078                          STATION DESCRIPTION
 CW0078
 CW0078'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 CW0078'7.0 MI N FROM CARLSBAD.
 CW0078'ABOUT 7.0 MILES NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 CW0078'FROM THE STATION AT CARLSBAD, 140 1/2 FEET SOUTHWEST OF MILEPOST 176,
 CW0078'149 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 92 FEET NORTHEAST OF THE
 CW0078'CENTER LINE OF A ROAD, 53 FEET SOUTHWEST OF THE SOUTHWEST RIGHT OF WAY
 CW0078'FENCE, 3 FEET NORTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT 3 FEET
 CW0078'BELOW THE LEVEL OF THE TRACK, AND ON THE TOP OF A 5/8-INCH COPPER
 CW0078'COATED ROD WHICH IS DRIVEN TO A DEPTH OF 11 FEET AND IS ENCASED IN
 CW0078'6-INCH TILE PROJECTING 8 INCHES.
 CW0078
 CW0078                          STATION RECOVERY (1977)
 CW0078
 CW0078'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CW0078'7.0 MILES NORTH ALONG THE ATCHESON, TOPEKA AND SANTA FE RAILWAY
 CW0078'FROM THE STATION, 0.6 MILE NORTHWEST OF A ROAD CROSSING, 5 TELEPHONE
 CW0078'POLES NORTHWEST OF A LARGE WOODEN RAILROAD BRIDGE, 142 FT.
 CW0078'SOUTH-SOUTHWEST OF MILEPOST 176, 110 FT. SOUTH-SOUTHWEST OF THE 5TH
 CW0078'TELEPHONE POLE NORTHWEST OF THE BRIDGE, 92 FT. NORTHEAST OF THE
 CW0078'CENTER LINE OF A ROAD, 149.5 FT. SOUTHWEST OF THE SOUTHWEST RAIL,
 CW0078'53.0 FT. SOUTHWEST OF THE SOUTHWEST RIGHT OF WAY FENCE, THE DISK
 CW0078'PROJECTS 6 INCHES ABOVE THE LEVEL OF THE GROUND, ACCESS TO WHICH IS
 CW0078'HAD THROUGH A 4-INCH PLASTIC SCREW PLUG WHICH PROJECTS 7 INCHES ABOVE
 CW0078'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0183 ***********************************************************************
 CW0183  DESIGNATION -  G 258
 CW0183  PID         -  CW0183
 CW0183  STATE/COUNTY-  NM/EDDY
 CW0183  USGS QUAD   -  RED BLUFF (1985)
 CW0183
 CW0183                         *CURRENT SURVEY CONTROL
 CW0183  ___________________________________________________________________
 CW0183* NAD 83(1986)-  32 04 48.     (N)    104 02 40.     (W)     SCALED    
 CW0183* NAVD 88     -       879.194  (meters)    2884.49   (feet)  ADJUSTED  
 CW0183  ___________________________________________________________________
 CW0183  GEOID HEIGHT-         -25.49  (meters)                     GEOID03
 CW0183  DYNAMIC HT  -         877.907 (meters)    2880.27  (feet)  COMP
 CW0183  MODELED GRAV-     979,146.9   (mgal)                       NAVD 88
 CW0183
 CW0183  VERT ORDER  -  FIRST     CLASS II
 CW0183
 CW0183.The horizontal coordinates were scaled from a topographic map and have
 CW0183.an estimated accuracy of +/- 6 seconds.
 CW0183
 CW0183.The orthometric height was determined by differential leveling
 CW0183.and adjusted by the National Geodetic Survey in June 1991..
 CW0183
 CW0183.The geoid height was determined by GEOID03.
 CW0183
 CW0183.The dynamic height is computed by dividing the NAVD 88
 CW0183.geopotential number by the normal gravity value computed on the
 CW0183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0183.degrees latitude (g = 980.6199 gals.).
 CW0183
 CW0183.The modeled gravity was interpolated from observed gravity values.
 CW0183
 CW0183;                    North         East    Units  Estimated Accuracy
 CW0183;SPC NM E     -   119,780.      192,270.      MT  (+/- 180 meters Scaled)
 CW0183
 CW0183                          SUPERSEDED SURVEY CONTROL
 CW0183
 CW0183  NGVD 29 (??/??/92)  878.719  (m)         2882.93   (f) ADJ UNCH    1 2
 CW0183
 CW0183.Superseded values are not recommended for survey control.
 CW0183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0183.See file dsdata.txt to determine how the superseded data were derived.
 CW0183
 CW0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SER901497(NAD 83)
 CW0183_MARKER: DB = BENCH MARK DISK
 CW0183_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CW0183_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CW0183_STAMPING: G 258 1957
 CW0183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CW0183+STABILITY: SURFACE MOTION
 CW0183
 CW0183  HISTORY     - Date     Condition        Report By
 CW0183  HISTORY     - 1957     MONUMENTED       CGS
 CW0183  HISTORY     - 1978     GOOD             USGS
 CW0183
 CW0183                          STATION DESCRIPTION
 CW0183
 CW0183'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 CW0183'10.35 MI S FROM MALAGA.
 CW0183'ABOUT 10.35 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE
 CW0183'RAILWAY FROM THE STATION AT MALAGA, 118 FEET EAST-SOUTHEAST OF AND
 CW0183'ACROSS THE TRACK FROM THE 1ST POLE SOUTH OF MILEPOST 210, 58 FEET EAST
 CW0183'OF THE EAST RAIL, 39 FEET EAST OF THE CENTER LINE OF A TRACK ROAD, 2
 CW0183'FEET SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT ABOVE THE
 CW0183'LEVEL OF THE TRACK, AND IN THE TOP OF A CONCRETE POST PROJECTING 8
 CW0183'INCHES.
 CW0183
 CW0183                          STATION RECOVERY (1978)
 CW0183
 CW0183'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 CW0183'THE RAIL ROAD HAS BEEN REBUILT AND MOVED. THE MARK IS NOW 198 FEET
 CW0183'SOUTHEAST OF MILE POST 210, 114 FEET EAST OF THE EAST RAIL, 72 FEET
 CW0183'WEST OF THE CENTERLINE OF A TRACK ROAD WHICH PARALLELS THE RAILROAD,
 CW0183'30 FEET WEST OF THE TELEPHONE LINE ON A SMALL MOUND ABOUT 4 FEET
 CW0183'HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0203 ***********************************************************************
 CW0203  DESIGNATION -  G 259
 CW0203  PID         -  CW0203
 CW0203  STATE/COUNTY-  NM/EDDY
 CW0203  USGS QUAD   -  CARLSBAD CAVERNS (1979)
 CW0203
 CW0203                         *CURRENT SURVEY CONTROL
 CW0203  ___________________________________________________________________
 CW0203* NAD 83(1986)-  32 07 58.     (N)    104 25 53.     (W)     SCALED    
 CW0203* NAVD 88     -      1086.032  (meters)    3563.09   (feet)  ADJUSTED  
 CW0203  ___________________________________________________________________
 CW0203  GEOID HEIGHT-         -24.15  (meters)                     GEOID03
 CW0203  DYNAMIC HT  -        1084.424 (meters)    3557.81  (feet)  COMP
 CW0203  MODELED GRAV-     979,121.4   (mgal)                       NAVD 88
 CW0203
 CW0203  VERT ORDER  -  FIRST     CLASS I
 CW0203
 CW0203.The horizontal coordinates were scaled from a topographic map and have
 CW0203.an estimated accuracy of +/- 6 seconds.
 CW0203
 CW0203.The orthometric height was determined by differential leveling
 CW0203.and adjusted by the National Geodetic Survey in June 1991..
 CW0203
 CW0203.The geoid height was determined by GEOID03.
 CW0203
 CW0203.The dynamic height is computed by dividing the NAVD 88
 CW0203.geopotential number by the normal gravity value computed on the
 CW0203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0203.degrees latitude (g = 980.6199 gals.).
 CW0203
 CW0203.The modeled gravity was interpolated from observed gravity values.
 CW0203
 CW0203;                    North         East    Units  Estimated Accuracy
 CW0203;SPC NM E     -   125,590.      155,750.      MT  (+/- 180 meters Scaled)
 CW0203
 CW0203                          SUPERSEDED SURVEY CONTROL
 CW0203
 CW0203  NGVD 29 (??/??/92) 1085.505  (m)         3561.36   (f) ADJ UNCH    1 1
 CW0203
 CW0203.Superseded values are not recommended for survey control.
 CW0203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0203.See file dsdata.txt to determine how the superseded data were derived.
 CW0203
 CW0203_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SER536552(NAD 83)
 CW0203_MARKER: DB = BENCH MARK DISK
 CW0203_SETTING: 66 = SET IN ROCK OUTCROP
 CW0203_SP_SET: ROCK LEDGE
 CW0203_STAMPING: G 259 1958
 CW0203_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CW0203+STABILITY: POSITION/ELEVATION WELL
 CW0203
 CW0203  HISTORY     - Date     Condition        Report By
 CW0203  HISTORY     - 1958     MONUMENTED       CGS
 CW0203  HISTORY     - 1977     GOOD             NGS
 CW0203
 CW0203                          STATION DESCRIPTION
 CW0203
 CW0203'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CW0203'4.95 MI SW FROM WHITES CITY.
 CW0203'ABOUT 0.1 MILE SOUTHEAST ALONG STATE HIGHWAY 7 FROM THE POST OFFICE AT
 CW0203'WHITES CITY, THENCE 2.1 MILES SOUTHWEST ALONG U. S. HIGHWAYS 62 AND
 CW0203'180, THENCE 2.75 MILES SOUTHWEST ALONG THE OLD HIGHWAY 62, IN THE TOP
 CW0203'OF A ROCK LEDGE, 284 FEET NORTH-NORTHWEST OF THE CENTER LINE OF THE
 CW0203'OLD HIGHWAY, ON THE SOUTHEAST SLOPE OF A HILL, AND ABOUT 10 FEET ABOVE
 CW0203'THE LEVEL OF THE ROAD.
 CW0203
 CW0203                          STATION RECOVERY (1977)
 CW0203
 CW0203'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CW0203'2.05 MILES SOUTHWEST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE
 CW0203'JUNCTION OF STATE HIGHWAY 7, THENCE 2.65 MILES SOUTHWEST ALONG
 CW0203'THE OLD HIGHWAY 62, SET IN TOP OF A ROCK LEDGE, 285 FT. NORTHWEST
 CW0203'OF THE CENTER LINE OF THE OLD HIGHWAY, ON THE SOUTHEAST SIDE OF A
 CW0203'HILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0646 ***********************************************************************
 DR0646  DESIGNATION -  G 26
 DR0646  PID         -  DR0646
 DR0646  STATE/COUNTY-  NM/OTERO
 DR0646  USGS QUAD   -  RUIDOSO (1982)
 DR0646
 DR0646                         *CURRENT SURVEY CONTROL
 DR0646  ___________________________________________________________________
 DR0646* NAD 83(1986)-  33 15 30.     (N)    105 42 05.     (W)     SCALED    
 DR0646* NAVD 88     -      2202.449  (meters)    7225.87   (feet)  ADJUSTED  
 DR0646  ___________________________________________________________________
 DR0646  GEOID HEIGHT-         -19.77  (meters)                     GEOID03
 DR0646  DYNAMIC HT  -        2198.968 (meters)    7214.45  (feet)  COMP
 DR0646  MODELED GRAV-     978,976.7   (mgal)                       NAVD 88
 DR0646
 DR0646  VERT ORDER  -  FIRST     CLASS II
 DR0646
 DR0646.The horizontal coordinates were scaled from a topographic map and have
 DR0646.an estimated accuracy of +/- 6 seconds.
 DR0646
 DR0646.The orthometric height was determined by differential leveling
 DR0646.and adjusted by the National Geodetic Survey in June 1991..
 DR0646
 DR0646.The geoid height was determined by GEOID03.
 DR0646
 DR0646.The dynamic height is computed by dividing the NAVD 88
 DR0646.geopotential number by the normal gravity value computed on the
 DR0646.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0646.degrees latitude (g = 980.6199 gals.).
 DR0646
 DR0646.The modeled gravity was interpolated from observed gravity values.
 DR0646
 DR0646;                    North         East    Units  Estimated Accuracy
 DR0646;SPC NM C     -   250,530.      551,120.      MT  (+/- 180 meters Scaled)
 DR0646
 DR0646                          SUPERSEDED SURVEY CONTROL
 DR0646
 DR0646  NGVD 29 (??/??/92) 2201.608  (m)         7223.11   (f) ADJ UNCH    1 2
 DR0646
 DR0646.Superseded values are not recommended for survey control.
 DR0646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0646.See file dsdata.txt to determine how the superseded data were derived.
 DR0646
 DR0646_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDS346801(NAD 83)
 DR0646_MARKER: DB = BENCH MARK DISK
 DR0646_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DR0646_SP_SET: CULVERT
 DR0646_STAMPING: 7223.109 G 26 1933
 DR0646_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR0646
 DR0646  HISTORY     - Date     Condition        Report By
 DR0646  HISTORY     - 1933     MONUMENTED       CGS
 DR0646  HISTORY     - 1934     GOOD             NGS
 DR0646  HISTORY     - 1963     MARK NOT FOUND   USGS
 DR0646
 DR0646                          STATION DESCRIPTION
 DR0646
 DR0646'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DR0646'9.8 MI NE FROM MESCALERO.
 DR0646'9.8 MILES NORTHEAST ALONG U.S. HIGHWAY 70 FROM MESCALERO, OTERO
 DR0646'COUNTY, AT A 4- BY 8-FOOT CONCRETE-BOX CULVERT, AND IN THE TOP OF THE
 DR0646'EAST END OF THE NORTH HEADWALL.  A STANDARD DISK, STAMPED 7223.109 G
 DR0646'26 1933.
 DR0646
 DR0646                          STATION RECOVERY (1963)
 DR0646
 DR0646'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 DR0646'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0596 ***********************************************************************
 DS0596  DESIGNATION -  G 260
 DS0596  PID         -  DS0596
 DS0596  STATE/COUNTY-  NM/SOCORRO
 DS0596  USGS QUAD   -  SAN MARCIAL (1982)
 DS0596
 DS0596                         *CURRENT SURVEY CONTROL
 DS0596  ___________________________________________________________________
 DS0596* NAD 83(1986)-  33 42 18.     (N)    106 57 53.     (W)     SCALED    
 DS0596* NAVD 88     -      1363.915  (meters)    4474.78   (feet)  ADJUSTED  
 DS0596  ___________________________________________________________________
 DS0596  GEOID HEIGHT-         -22.67  (meters)                     GEOID03
 DS0596  DYNAMIC HT  -        1361.973 (meters)    4468.41  (feet)  COMP
 DS0596  MODELED GRAV-     979,166.0   (mgal)                       NAVD 88
 DS0596
 DS0596  VERT ORDER  -  FIRST     CLASS II
 DS0596
 DS0596.The horizontal coordinates were scaled from a topographic map and have
 DS0596.an estimated accuracy of +/- 6 seconds.
 DS0596
 DS0596.The orthometric height was determined by differential leveling
 DS0596.and adjusted by the National Geodetic Survey in June 1991..
 DS0596
 DS0596.The geoid height was determined by GEOID03.
 DS0596
 DS0596.The dynamic height is computed by dividing the NAVD 88
 DS0596.geopotential number by the normal gravity value computed on the
 DS0596.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0596.degrees latitude (g = 980.6199 gals.).
 DS0596
 DS0596.The modeled gravity was interpolated from observed gravity values.
 DS0596
 DS0596;                    North         East    Units  Estimated Accuracy
 DS0596;SPC NM C     -   300,170.      433,750.      MT  (+/- 180 meters Scaled)
 DS0596
 DS0596                          SUPERSEDED SURVEY CONTROL
 DS0596
 DS0596  NGVD 29 (??/??/92) 1363.236  (m)         4472.55   (f) ADJ UNCH    1 2
 DS0596
 DS0596.Superseded values are not recommended for survey control.
 DS0596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0596.See file dsdata.txt to determine how the superseded data were derived.
 DS0596
 DS0596_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT179311(NAD 83)
 DS0596_MARKER: DB = BENCH MARK DISK
 DS0596_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0596_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0596_STAMPING: G 260 1952
 DS0596_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0596+STABILITY: SURFACE MOTION
 DS0596
 DS0596  HISTORY     - Date     Condition        Report By
 DS0596  HISTORY     - 1952     MONUMENTED       CGS
 DS0596
 DS0596                          STATION DESCRIPTION
 DS0596
 DS0596'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DS0596'15.5 MI S FROM SAN ANTONIO.
 DS0596'15.5 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD FROM
 DS0596'THE STATION AT SAN ANTONIO, 1.0 MILE NORTHEAST OF THE STATION SIGN AT
 DS0596'SAN MARCIAL, 33 FEET SOUTHWEST OF THE 2ND POLE SOUTHWEST OF MILEPOST
 DS0596'1004, 67 FEET NORTHWEST OF THE NORTHWEST RAIL, 29 FEET SOUTHEAST OF
 DS0596'THE SOUTHEAST EDGE OF SAN MARCIAL LAKE, 3 FEET SOUTHWEST OF A WITNESS
 DS0596'POST, 12 FEET BELOW THE TOP OF THE RAILS, SET IN THE TOP OF A CONCRETE
 DS0596'POST WHICH PROJECTS 1.0 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0609 ***********************************************************************
 DS0609  DESIGNATION -  G 261
 DS0609  PID         -  DS0609
 DS0609  STATE/COUNTY-  NM/SOCORRO
 DS0609  USGS QUAD   -  POPE (1981)
 DS0609
 DS0609                         *CURRENT SURVEY CONTROL
 DS0609  ___________________________________________________________________
 DS0609* NAD 83(1986)-  33 34 00.     (N)    106 58 52.     (W)     SCALED    
 DS0609* NAVD 88     -      1417.094  (meters)    4649.25   (feet)  ADJUSTED  
 DS0609  ___________________________________________________________________
 DS0609  GEOID HEIGHT-         -22.81  (meters)                     GEOID03
 DS0609  DYNAMIC HT  -        1415.069 (meters)    4642.61  (feet)  COMP
 DS0609  MODELED GRAV-     979,158.4   (mgal)                       NAVD 88
 DS0609
 DS0609  VERT ORDER  -  FIRST     CLASS II
 DS0609
 DS0609.The horizontal coordinates were scaled from a topographic map and have
 DS0609.an estimated accuracy of +/- 6 seconds.
 DS0609
 DS0609.The orthometric height was determined by differential leveling
 DS0609.and adjusted by the National Geodetic Survey in June 1991..
 DS0609
 DS0609.The geoid height was determined by GEOID03.
 DS0609
 DS0609.The dynamic height is computed by dividing the NAVD 88
 DS0609.geopotential number by the normal gravity value computed on the
 DS0609.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0609.degrees latitude (g = 980.6199 gals.).
 DS0609
 DS0609.The modeled gravity was interpolated from observed gravity values.
 DS0609
 DS0609;                    North         East    Units  Estimated Accuracy
 DS0609;SPC NM C     -   284,830.      432,120.      MT  (+/- 180 meters Scaled)
 DS0609
 DS0609                          SUPERSEDED SURVEY CONTROL
 DS0609
 DS0609  NGVD 29 (??/??/92) 1416.428  (m)         4647.06   (f) ADJ UNCH    1 2
 DS0609
 DS0609.Superseded values are not recommended for survey control.
 DS0609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0609.See file dsdata.txt to determine how the superseded data were derived.
 DS0609
 DS0609_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT161158(NAD 83)
 DS0609_MARKER: DB = BENCH MARK DISK
 DS0609_SETTING: 66 = SET IN ROCK OUTCROP
 DS0609_SP_SET: LAVA OUTCROP
 DS0609_STAMPING: G 261 1952
 DS0609_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DS0609+STABILITY: POSITION/ELEVATION WELL
 DS0609
 DS0609  HISTORY     - Date     Condition        Report By
 DS0609  HISTORY     - 1952     MONUMENTED       CGS
 DS0609
 DS0609                          STATION DESCRIPTION
 DS0609
 DS0609'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DS0609'28.0 MI N FROM ENGLE.
 DS0609'28.0 MILES NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD FROM
 DS0609'THE STATION AT ENGLE, 300 FEET NORTHEAST OF MILEPOST 1015, 150 FEET
 DS0609'EAST OF THE EAST RAIL, 125 FEET EAST OF A FENCE, 28 FEET EAST OF A
 DS0609'TELEPHONE POLE, 16 FEET NORTHEAST OF A WITNESS POST, SET IN THE TOP OF
 DS0609'A LARGE LAVA ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0840 ***********************************************************************
 CX0840  DESIGNATION -  G 262
 CX0840  PID         -  CX0840
 CX0840  STATE/COUNTY-  NM/DONA ANA
 CX0840  USGS QUAD   -  RINCON (1978)
 CX0840
 CX0840                         *CURRENT SURVEY CONTROL
 CX0840  ___________________________________________________________________
 CX0840* NAD 83(1986)-  32 40 47.     (N)    107 03 04.     (W)     SCALED    
 CX0840* NAVD 88     -      1252.745  (meters)    4110.05   (feet)  ADJUSTED  
 CX0840  ___________________________________________________________________
 CX0840  GEOID HEIGHT-         -23.78  (meters)                     GEOID03
 CX0840  DYNAMIC HT  -        1250.879 (meters)    4103.93  (feet)  COMP
 CX0840  MODELED GRAV-     979,106.2   (mgal)                       NAVD 88
 CX0840
 CX0840  VERT ORDER  -  FIRST     CLASS II
 CX0840
 CX0840.The horizontal coordinates were scaled from a topographic map and have
 CX0840.an estimated accuracy of +/- 6 seconds.
 CX0840
 CX0840.The orthometric height was determined by differential leveling
 CX0840.and adjusted by the National Geodetic Survey in June 1991..
 CX0840
 CX0840.The geoid height was determined by GEOID03.
 CX0840
 CX0840.The dynamic height is computed by dividing the NAVD 88
 CX0840.geopotential number by the normal gravity value computed on the
 CX0840.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0840.degrees latitude (g = 980.6199 gals.).
 CX0840
 CX0840.The modeled gravity was interpolated from observed gravity values.
 CX0840
 CX0840;                    North         East    Units  Estimated Accuracy
 CX0840;SPC NM C     -   186,520.      424,870.      MT  (+/- 180 meters Scaled)
 CX0840
 CX0840                          SUPERSEDED SURVEY CONTROL
 CX0840
 CX0840  NGVD 29 (??/??/92) 1252.141  (m)         4108.07   (f) ADJ UNCH    1 2
 CX0840
 CX0840.Superseded values are not recommended for survey control.
 CX0840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0840.See file dsdata.txt to determine how the superseded data were derived.
 CX0840
 CX0840_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS076176(NAD 83)
 CX0840_MARKER: DB = BENCH MARK DISK
 CX0840_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CX0840_SP_SET: ABUTMENT
 CX0840_STAMPING: G 262 1952
 CX0840_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CX0840
 CX0840  HISTORY     - Date     Condition        Report By
 CX0840  HISTORY     - 1952     MONUMENTED       CGS
 CX0840  HISTORY     - 1981     MARK NOT FOUND   NGS
 CX0840
 CX0840                          STATION DESCRIPTION
 CX0840
 CX0840'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CX0840'0.95 MI N FROM RINCON.
 CX0840'0.95 MILE NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 CX0840'FROM THE STATION AT RINCON, 0.4 MILE NORTH OF MILEPOST 1079, AT A
 CX0840'DIRT ROAD CROSSING, 52 FEET NORTH OF THE NORTH END OF A SIDE TRACK,
 CX0840'FEET NORTHWEST OF THE NORTHWEST RAIL, 1 FOOT BELOW THE TOP OF THE
 CX0840'RAILS, SET IN THE TOP OF THE NORTHWEST END OF THE SOUTHWEST CONCRETE
 CX0840'ABUTMENT OF BRIDGE 1078 A.
 CX0840
 CX0840                          STATION RECOVERY (1981)
 CX0840
 CX0840'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CX0840'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0871 ***********************************************************************
 CX0871  DESIGNATION -  G 263
 CX0871  PID         -  CX0871
 CX0871  STATE/COUNTY-  NM/DONA ANA
 CX0871  USGS QUAD   -  HOCKETT (1989)
 CX0871
 CX0871                         *CURRENT SURVEY CONTROL
 CX0871  ___________________________________________________________________
 CX0871* NAD 83(1986)-  32 35 41.     (N)    107 18 07.     (W)     SCALED    
 CX0871* NAVD 88     -      1370.898  (meters)    4497.69   (feet)  POSTED    
 CX0871  ___________________________________________________________________
 CX0871  GEOID HEIGHT-         -23.78  (meters)                     GEOID03
 CX0871  DYNAMIC HT  -        1368.860 (meters)    4491.00  (feet)  COMP
 CX0871  MODELED GRAV-     979,105.0   (mgal)                       NAVD 88
 CX0871
 CX0871  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 CX0871
 CX0871.The horizontal coordinates were scaled from a topographic map and have
 CX0871.an estimated accuracy of +/- 6 seconds.
 CX0871
 CX0871.The orthometric height was determined by differential leveling
 CX0871.and adjusted by the National Geodetic Survey in 1992..
 CX0871.No vertical observational check was made to the station.
 CX0871.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 CX0871.was located on a no-check spur therefore a value was not computed.
 CX0871
 CX0871.The geoid height was determined by GEOID03.
 CX0871
 CX0871.The dynamic height is computed by dividing the NAVD 88
 CX0871.geopotential number by the normal gravity value computed on the
 CX0871.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0871.degrees latitude (g = 980.6199 gals.).
 CX0871
 CX0871.The modeled gravity was interpolated from observed gravity values.
 CX0871
 CX0871;                    North         East    Units  Estimated Accuracy
 CX0871;SPC NM C     -   177,300.      401,250.      MT  (+/- 180 meters Scaled)
 CX0871
 CX0871                          SUPERSEDED SURVEY CONTROL
 CX0871
 CX0871  NGVD 29 (??/??/92) 1370.241  (m)         4495.53   (f) ADJ UNCH    1 2
 CX0871
 CX0871.Superseded values are not recommended for survey control.
 CX0871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0871.See file dsdata.txt to determine how the superseded data were derived.
 CX0871
 CX0871_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBS839086(NAD 83)
 CX0871_MARKER: DB = BENCH MARK DISK
 CX0871_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX0871_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CX0871_STAMPING: G 263 1952
 CX0871_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX0871+STABILITY: SURFACE MOTION
 CX0871
 CX0871  HISTORY     - Date     Condition        Report By
 CX0871  HISTORY     - 1952     MONUMENTED       CGS
 CX0871  HISTORY     - 19860114 GOOD             USGS
 CX0871
 CX0871                          STATION DESCRIPTION
 CX0871
 CX0871'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CX0871'10.55 MI SW FROM HATCH.
 CX0871'1.15 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD FROM
 CX0871'THE STATION AT HATCH, THENCE 7.15 MILES SOUTHWEST ALONG STATE HIGHWAY
 CX0871'26, THENCE 0.75 MILE SOUTHEAST ALONG A GRAVELED ROAD, THENCE 1.5 MILES
 CX0871'SOUTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD, 13 FEET
 CX0871'WEST OF MILEPOST 1095, 48 FEET NORTHWEST OF THE NORTHWEST RAIL, 96
 CX0871'FEET SOUTHEAST OF THE CENTER LINE OF A TRACK ROAD, 2 FEET NORTHWEST OF
 CX0871'A FENCE, 3 FEET SOUTHWEST OF A WITNESS POST, SET IN THE TOP OF A
 CX0871'CONCRETE POST WHICH PROJECTS 0.7 FOOT ABOVE THE GROUND.
 CX0871
 CX0871                          STATION RECOVERY (1986)
 CX0871
 CX0871'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986 (DJW)
 CX0871'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0178 ***********************************************************************
 CY0178  DESIGNATION -  G 264
 CY0178  PID         -  CY0178
 CY0178  STATE/COUNTY-  NM/HIDALGO
 CY0178  USGS QUAD   -  LORDSBURG (1980)
 CY0178
 CY0178                         *CURRENT SURVEY CONTROL
 CY0178  ___________________________________________________________________
 CY0178* NAD 83(1986)-  32 19 40.     (N)    108 37 51.     (W)     SCALED    
 CY0178* NAVD 88     -      1282.601  (meters)    4208.00   (feet)  ADJUSTED  
 CY0178  ___________________________________________________________________
 CY0178  GEOID HEIGHT-         -25.37  (meters)                     GEOID03
 CY0178  DYNAMIC HT  -        1280.677 (meters)    4201.69  (feet)  COMP
 CY0178  MODELED GRAV-     979,094.4   (mgal)                       NAVD 88
 CY0178
 CY0178  VERT ORDER  -  FIRST     CLASS II
 CY0178
 CY0178.The horizontal coordinates were scaled from a topographic map and have
 CY0178.an estimated accuracy of +/- 6 seconds.
 CY0178
 CY0178.The orthometric height was determined by differential leveling
 CY0178.and adjusted by the National Geodetic Survey in June 1991..
 CY0178
 CY0178.The geoid height was determined by GEOID03.
 CY0178
 CY0178.The dynamic height is computed by dividing the NAVD 88
 CY0178.geopotential number by the normal gravity value computed on the
 CY0178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0178.degrees latitude (g = 980.6199 gals.).
 CY0178
 CY0178.The modeled gravity was interpolated from observed gravity values.
 CY0178
 CY0178;                    North         East    Units  Estimated Accuracy
 CY0178;SPC NM W     -   147,490.      754,920.      MT  (+/- 180 meters Scaled)
 CY0178
 CY0178                          SUPERSEDED SURVEY CONTROL
 CY0178
 CY0178  NGVD 29 (??/??/92) 1281.922  (m)         4205.77   (f) ADJ UNCH    1 2
 CY0178
 CY0178.Superseded values are not recommended for survey control.
 CY0178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0178.See file dsdata.txt to determine how the superseded data were derived.
 CY0178
 CY0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYA230792(NAD 83)
 CY0178_MARKER: DB = BENCH MARK DISK
 CY0178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0178_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0178_STAMPING: G 264 1953
 CY0178_PROJECTION: PROJECTING 5 CENTIMETERS
 CY0178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0178+STABILITY: SURFACE MOTION
 CY0178
 CY0178  HISTORY     - Date     Condition        Report By
 CY0178  HISTORY     - 1953     MONUMENTED       CGS
 CY0178  HISTORY     - 1979     GOOD             NGS
 CY0178
 CY0178                          STATION DESCRIPTION
 CY0178
 CY0178'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 CY0178'4.6 MI SE FROM LORDSBURG.
 CY0178'4.6 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 CY0178'STATION AT LORDSBURG, 130 FEET SOUTHEAST OF MILEPOST 1153, 5 RAILS
 CY0178'NORTHWEST OF THE STATION SIGN AT ULMORIS, 91 FEET NORTHEAST OF THE
 CY0178'CENTER LINE OF U.S. HIGHWAY 80, 36 FEET SOUTHWEST OF THE SOUTHWEST
 CY0178'RAIL OF THE MAIN TRACK, 3 FEET SOUTHEAST OF A WITNESS POST, SET IN THE
 CY0178'TOP OF A CONCRETE POST WHICH PROJECTS 0.8 FOOT ABOVE THE GROUND.
 CY0178
 CY0178                          STATION RECOVERY (1979)
 CY0178
 CY0178'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CY0178'7.7 KILOMETERS (4.8 MILES) EAST ALONG THE SOUTHERN PACIFIC RAILROAD
 CY0178'FROM THE STATION IN LORDSBURG, 0.5 KILOMETER (0.3 MILE) EAST OF A
 CY0178'PRIVATE ROAD CROSSING, ALONG THE NORTH EDGE OF A BLADED RAILROAD
 CY0178'MAINTENANCE ROAD, 10.9 METERS (35.8 FEET) SOUTHWEST OF THE SOUTHWEST
 CY0178'RAIL, 42.7 METERS (140 FEET) SOUTH OF AND ACROSS THE TRACKS FROM
 CY0178'MILE POST 1153, 35.0 METERS (115 FEET) SOUTHEAST OF STATION SIGN
 CY0178'ULMORIS, 28.9 METERS (95 FEET) NORTHEAST OF THE CENTERLINE OF OLD
 CY0178'U. S. HIGHWAY 80 AND 8.2 METERS (27 FEET) NORTHEAST OF A TELEPHONE
 CY0178'POLE, THE SECOND POLE SOUTHWEST OF THE POWER LINE CROSSING.
 CY0178'THE MARK IS 0.4 METERS  NW FROM A WITNESS POST.
 CY0178'THE MARK IS 1 M BELOW THE RAILS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0116 ***********************************************************************
 CY0116  DESIGNATION -  G 265
 CY0116  PID         -  CY0116
 CY0116  STATE/COUNTY-  NM/LUNA
 CY0116  USGS QUAD   -  GAGE NW (1976)
 CY0116
 CY0116                         *CURRENT SURVEY CONTROL
 CY0116  ___________________________________________________________________
 CY0116* NAD 83(1986)-  32 13 08.     (N)    108 10 16.     (W)     SCALED    
 CY0116* NAVD 88     -      1392.400  (meters)    4568.23   (feet)  ADJUSTED  
 CY0116  ___________________________________________________________________
 CY0116  GEOID HEIGHT-         -24.70  (meters)                     GEOID03
 CY0116  DYNAMIC HT  -        1390.297 (meters)    4561.33  (feet)  COMP
 CY0116  MODELED GRAV-     979,079.7   (mgal)                       NAVD 88
 CY0116
 CY0116  VERT ORDER  -  FIRST     CLASS II
 CY0116
 CY0116.The horizontal coordinates were scaled from a topographic map and have
 CY0116.an estimated accuracy of +/- 6 seconds.
 CY0116
 CY0116.The orthometric height was determined by differential leveling
 CY0116.and adjusted by the National Geodetic Survey in June 1991..
 CY0116
 CY0116.The geoid height was determined by GEOID03.
 CY0116
 CY0116.The dynamic height is computed by dividing the NAVD 88
 CY0116.geopotential number by the normal gravity value computed on the
 CY0116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0116.degrees latitude (g = 980.6199 gals.).
 CY0116
 CY0116.The modeled gravity was interpolated from observed gravity values.
 CY0116
 CY0116;                    North         East    Units  Estimated Accuracy
 CY0116;SPC NM W     -   135,190.      798,160.      MT  (+/- 180 meters Scaled)
 CY0116
 CY0116                          SUPERSEDED SURVEY CONTROL
 CY0116
 CY0116  NGVD 29 (??/??/92) 1391.645  (m)         4565.76   (f) ADJ UNCH    1 2
 CY0116
 CY0116.Superseded values are not recommended for survey control.
 CY0116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0116.See file dsdata.txt to determine how the superseded data were derived.
 CY0116
 CY0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYA666682(NAD 83)
 CY0116_MARKER: DB = BENCH MARK DISK
 CY0116_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CY0116_SP_SET: ABUTMENT
 CY0116_STAMPING: G 265 1953
 CY0116_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CY0116
 CY0116  HISTORY     - Date     Condition        Report By
 CY0116  HISTORY     - 1953     MONUMENTED       CGS
 CY0116  HISTORY     - 1980     GOOD             NGS
 CY0116
 CY0116                          STATION DESCRIPTION
 CY0116
 CY0116'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 CY0116'5.1 MI W FROM GAGE.
 CY0116'5.1 MILES WEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE SECTION
 CY0116'FOREMANS HOUSE AT GAGE, 16 POLES EAST OF MILEPOST 1183, 6.3 FEET SOUTH
 CY0116'OF THE SOUTH RAIL, SET IN THE TOP OF THE SOUTH END OF THE WEST
 CY0116'CONCRETE ABUTMENT OF BRIDGE 1183.44.
 CY0116
 CY0116                          STATION RECOVERY (1980)
 CY0116
 CY0116'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CY0116'39.8 KILOMETERS (24.7 MILES) WEST ALONG THE SOUTHERN PACIFIC RAILROAD
 CY0116'FROM ITS STATION IN DEMING, 0.8 KILOMETER (0.5 MILE) EAST OF MILE
 CY0116'POST 1183, 0.2 KILOMETER (0.1 MILE) WEST OF SEMAPHORE 1183.4, SET IN
 CY0116'TOP OF THE SOUTH END OF THE WEST CONCRETE ABUTMENT OF RAILROAD BRIDGE
 CY0116'1183.44, 2.2 METERS (7 FEET) SOUTH OF THE SOUTH RAIL AND 0.4 METER
 CY0116'(1.5 FEET) NORTH OF THE SOUTH END OF THE ABUTMENT.
 CY0116'THE MARK IS 0.2 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1133 ***********************************************************************
 GL1133  DESIGNATION -  G 266
 GL1133  PID         -  GL1133
 GL1133  STATE/COUNTY-  NM/UNION
 GL1133  USGS QUAD   -  CROSS L RANCH SW (1972)
 GL1133
 GL1133                         *CURRENT SURVEY CONTROL
 GL1133  ___________________________________________________________________
 GL1133* NAD 83(1986)-  36 47 09.     (N)    103 44 13.     (W)     SCALED    
 GL1133* NAVD 88     -      1949.797  (meters)    6396.96   (feet)  ADJUSTED  
 GL1133  ___________________________________________________________________
 GL1133  GEOID HEIGHT-         -19.57  (meters)                     GEOID03
 GL1133  DYNAMIC HT  -        1947.400 (meters)    6389.09  (feet)  COMP
 GL1133  MODELED GRAV-     979,331.6   (mgal)                       NAVD 88
 GL1133
 GL1133  VERT ORDER  -  SECOND    CLASS 0
 GL1133
 GL1133.The horizontal coordinates were scaled from a topographic map and have
 GL1133.an estimated accuracy of +/- 6 seconds.
 GL1133
 GL1133.The orthometric height was determined by differential leveling
 GL1133.and adjusted by the National Geodetic Survey in June 1991..
 GL1133
 GL1133.The geoid height was determined by GEOID03.
 GL1133
 GL1133.The dynamic height is computed by dividing the NAVD 88
 GL1133.geopotential number by the normal gravity value computed on the
 GL1133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL1133.degrees latitude (g = 980.6199 gals.).
 GL1133
 GL1133.The modeled gravity was interpolated from observed gravity values.
 GL1133
 GL1133;                    North         East    Units  Estimated Accuracy
 GL1133;SPC NM E     -   641,880.      218,230.      MT  (+/- 180 meters Scaled)
 GL1133
 GL1133                          SUPERSEDED SURVEY CONTROL
 GL1133
 GL1133  NGVD 29 (??/??/92) 1948.864  (m)         6393.90   (f) ADJ UNCH    2 0
 GL1133
 GL1133.Superseded values are not recommended for survey control.
 GL1133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1133.See file dsdata.txt to determine how the superseded data were derived.
 GL1133
 GL1133_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA126718(NAD 83)
 GL1133_MARKER: DB = BENCH MARK DISK
 GL1133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL1133_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL1133_STAMPING: G 266 1955
 GL1133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL1133+STABILITY: SURFACE MOTION
 GL1133
 GL1133  HISTORY     - Date     Condition        Report By
 GL1133  HISTORY     - 1955     MONUMENTED       CGS
 GL1133
 GL1133                          STATION DESCRIPTION
 GL1133
 GL1133'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GL1133'9.7 MI E FROM DES MOINES.
 GL1133'1.25 MILES NORTHWEST ALONG STATE HIGHWAY 72 FROM THE COLORADO AND
 GL1133'SOUTHERN RAILROAD STATION AT DES MOINES, THENCE 1.45 MILES NORTH ALONG
 GL1133'A TRACK ROAD, THENCE 2.0 MILES EAST ALONG A TRACK ROAD, THENCE 1.0
 GL1133'MILE SOUTH ALONG A TRACK ROAD, THENCE 4.0 MILES EAST ALONG A GRADED
 GL1133'DIRT ROAD, 70 FEET EAST OF A FENCE CORNER, 40 FEET NORTH OF THE CENTER
 GL1133'LINE OF A GRADED DIRT ROAD, 34 FEET EAST OF THE CENTER LINE OF A TRACK
 GL1133'ROAD LEADING NORTH, 2.5 FEET SOUTH OF A FENCE, 3 FEET EAST OF A
 GL1133'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6
 GL1133'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1117 ***********************************************************************
 GL1117  DESIGNATION -  G 267
 GL1117  PID         -  GL1117
 GL1117  STATE/COUNTY-  NM/UNION
 GL1117  USGS QUAD   -  BLIND GAP (1973)
 GL1117
 GL1117                         *CURRENT SURVEY CONTROL
 GL1117  ___________________________________________________________________
 GL1117* NAD 83(1986)-  36 43 41.     (N)    103 34 27.     (W)     SCALED    
 GL1117* NAVD 88     -      1791.715  (meters)    5878.32   (feet)  ADJUSTED  
 GL1117  ___________________________________________________________________
 GL1117  GEOID HEIGHT-         -20.21  (meters)                     GEOID03
 GL1117  DYNAMIC HT  -        1789.546 (meters)    5871.20  (feet)  COMP
 GL1117  MODELED GRAV-     979,357.0   (mgal)                       NAVD 88
 GL1117
 GL1117  VERT ORDER  -  SECOND    CLASS 0
 GL1117
 GL1117.The horizontal coordinates were scaled from a topographic map and have
 GL1117.an estimated accuracy of +/- 6 seconds.
 GL1117
 GL1117.The orthometric height was determined by differential leveling
 GL1117.and adjusted by the National Geodetic Survey in June 1991..
 GL1117
 GL1117.The geoid height was determined by GEOID03.
 GL1117
 GL1117.The dynamic height is computed by dividing the NAVD 88
 GL1117.geopotential number by the normal gravity value computed on the
 GL1117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL1117.degrees latitude (g = 980.6199 gals.).
 GL1117
 GL1117.The modeled gravity was interpolated from observed gravity values.
 GL1117
 GL1117;                    North         East    Units  Estimated Accuracy
 GL1117;SPC NM E     -   635,570.      232,810.      MT  (+/- 180 meters Scaled)
 GL1117
 GL1117                          SUPERSEDED SURVEY CONTROL
 GL1117
 GL1117  NGVD 29 (??/??/92) 1790.846  (m)         5875.47   (f) ADJ UNCH    2 0
 GL1117
 GL1117.Superseded values are not recommended for survey control.
 GL1117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1117.See file dsdata.txt to determine how the superseded data were derived.
 GL1117
 GL1117_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA273656(NAD 83)
 GL1117_MARKER: DB = BENCH MARK DISK
 GL1117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL1117_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL1117_STAMPING: G 267 1955
 GL1117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL1117+STABILITY: SURFACE MOTION
 GL1117
 GL1117  HISTORY     - Date     Condition        Report By
 GL1117  HISTORY     - 1955     MONUMENTED       CGS
 GL1117
 GL1117                          STATION DESCRIPTION
 GL1117
 GL1117'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GL1117'18.3 MI N FROM GRENVILLE.
 GL1117'4.8 MILES NORTHWEST ALONG THE COLORADO AND SOUTHERN RAILROAD FROM THE
 GL1117'STATION AT GRENVILLE, THENCE 7.8 MILES NORTH ALONG A GRADED DIRT ROAD,
 GL1117'THENCE 5.7 MILES EAST ALONG A GRADED DIRT ROAD, 165 FEET EAST OF A
 GL1117'FENCE LEADING NORTH, 122 FEET EAST OF THE EXTENDED CENTER LINE OF A
 GL1117'GRADED DIRT ROAD LEADING SOUTH, 52 FEET NORTH OF THE CENTER LINE OF AN
 GL1117'EAST AND WEST GRADED DIRT ROAD, 22 FEET NORTH OF A FENCE, IN LINE WITH
 GL1117'A ROW OF POWER POLES, 15 FEET SOUTHWEST OF A POWER POLE, 2.2 FEET EAST
 GL1117'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 GL1117'0.7 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0403 ***********************************************************************
 GL0403  DESIGNATION -  G 268
 GL0403  PID         -  GL0403
 GL0403  STATE/COUNTY-  NM/UNION
 GL0403  USGS QUAD   -  BOILER GAP (1972)
 GL0403
 GL0403                         *CURRENT SURVEY CONTROL
 GL0403  ___________________________________________________________________
 GL0403* NAD 83(1986)-  36 39 24.     (N)    103 27 04.     (W)     SCALED    
 GL0403* NAVD 88     -      1727.743  (meters)    5668.44   (feet)  ADJUSTED  
 GL0403  ___________________________________________________________________
 GL0403  GEOID HEIGHT-         -20.75  (meters)                     GEOID03
 GL0403  DYNAMIC HT  -        1725.669 (meters)    5661.63  (feet)  COMP
 GL0403  MODELED GRAV-     979,369.5   (mgal)                       NAVD 88
 GL0403
 GL0403  VERT ORDER  -  SECOND    CLASS 0
 GL0403
 GL0403.The horizontal coordinates were scaled from a topographic map and have
 GL0403.an estimated accuracy of +/- 6 seconds.
 GL0403
 GL0403.The orthometric height was determined by differential leveling
 GL0403.and adjusted by the National Geodetic Survey in June 1991..
 GL0403
 GL0403.The geoid height was determined by GEOID03.
 GL0403
 GL0403.The dynamic height is computed by dividing the NAVD 88
 GL0403.geopotential number by the normal gravity value computed on the
 GL0403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0403.degrees latitude (g = 980.6199 gals.).
 GL0403
 GL0403.The modeled gravity was interpolated from observed gravity values.
 GL0403
 GL0403;                    North         East    Units  Estimated Accuracy
 GL0403;SPC NM E     -   627,740.      243,870.      MT  (+/- 180 meters Scaled)
 GL0403
 GL0403                          SUPERSEDED SURVEY CONTROL
 GL0403
 GL0403  NGVD 29 (??/??/92) 1726.922  (m)         5665.74   (f) ADJ UNCH    2 0
 GL0403
 GL0403.Superseded values are not recommended for survey control.
 GL0403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0403.See file dsdata.txt to determine how the superseded data were derived.
 GL0403
 GL0403_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA384579(NAD 83)
 GL0403_MARKER: DB = BENCH MARK DISK
 GL0403_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0403_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0403_STAMPING: G 268 1955
 GL0403_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0403+STABILITY: SURFACE MOTION
 GL0403
 GL0403  HISTORY     - Date     Condition        Report By
 GL0403  HISTORY     - 1955     MONUMENTED       CGS
 GL0403
 GL0403                          STATION DESCRIPTION
 GL0403
 GL0403'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GL0403'11.4 MI N FROM MOUNT DORA.
 GL0403'0.1 MILE NORTHWEST ALONG THE COLORADO AND SOUTHERN RAILROAD FROM THE
 GL0403'WATER TANK AT MOUNT DORA, THENCE 9.3 MILES NORTH ALONG A GRADED DIRT
 GL0403'ROAD, THENCE 1.0 MILE EAST ALONG A TRACK ROAD, THENCE 1.0 MILE EAST
 GL0403'ALONG A GRADED DIRT ROAD, 51 FEET NORTHWEST OF A POWER POLE, 65 FEET
 GL0403'NORTH OF THE CENTER LINE OF A GRADED DIRT ROAD, AT A JUNCTION WITH A
 GL0403'PRIVATE DIRT ROAD LEADING SOUTH, 31 FEET NORTH OF A FENCE, 2 FEET WEST
 GL0403'OF A FENCE, 1.8 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A
 GL0403'CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1216 ***********************************************************************
 GL1216  DESIGNATION -  G 269
 GL1216  PID         -  GL1216
 GL1216  STATE/COUNTY-  NM/UNION
 GL1216  USGS QUAD   -  FIDDLER SPRINGS (1972)
 GL1216
 GL1216                         *CURRENT SURVEY CONTROL
 GL1216  ___________________________________________________________________
 GL1216* NAD 83(1986)-  36 50 35.     (N)    103 32 58.     (W)     SCALED    
 GL1216* NAVD 88     -      1780.650  (meters)    5842.02   (feet)  ADJUSTED  
 GL1216  ___________________________________________________________________
 GL1216  GEOID HEIGHT-         -20.35  (meters)                     GEOID03
 GL1216  DYNAMIC HT  -        1778.512 (meters)    5835.00  (feet)  COMP
 GL1216  MODELED GRAV-     979,367.4   (mgal)                       NAVD 88
 GL1216
 GL1216  VERT ORDER  -  SECOND    CLASS 0
 GL1216
 GL1216.The horizontal coordinates were scaled from a topographic map and have
 GL1216.an estimated accuracy of +/- 6 seconds.
 GL1216
 GL1216.The orthometric height was determined by differential leveling
 GL1216.and adjusted by the National Geodetic Survey in June 1991..
 GL1216
 GL1216.The geoid height was determined by GEOID03.
 GL1216
 GL1216.The dynamic height is computed by dividing the NAVD 88
 GL1216.geopotential number by the normal gravity value computed on the
 GL1216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL1216.degrees latitude (g = 980.6199 gals.).
 GL1216
 GL1216.The modeled gravity was interpolated from observed gravity values.
 GL1216
 GL1216;                    North         East    Units  Estimated Accuracy
 GL1216;SPC NM E     -   648,350.      234,910.      MT  (+/- 180 meters Scaled)
 GL1216
 GL1216                          SUPERSEDED SURVEY CONTROL
 GL1216
 GL1216  NGVD 29 (??/??/92) 1779.767  (m)         5839.12   (f) ADJ UNCH    2 0
 GL1216
 GL1216.Superseded values are not recommended for survey control.
 GL1216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1216.See file dsdata.txt to determine how the superseded data were derived.
 GL1216
 GL1216_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA293784(NAD 83)
 GL1216_MARKER: DB = BENCH MARK DISK
 GL1216_SETTING: 66 = SET IN ROCK OUTCROP
 GL1216_SP_SET: SANDSTONE LEDGE
 GL1216_STAMPING: G 269 1955
 GL1216_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GL1216+STABILITY: POSITION/ELEVATION WELL
 GL1216
 GL1216  HISTORY     - Date     Condition        Report By
 GL1216  HISTORY     - 1955     MONUMENTED       CGS
 GL1216
 GL1216                          STATION DESCRIPTION
 GL1216
 GL1216'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GL1216'45.05 MI NW FROM CLAYTON.
 GL1216'38.75 MILES NORTHWEST ALONG STATE ROAD 370 FROM ITS JUNCTION WITH U.S.
 GL1216'HIGHWAYS 64 AND 87 AT CLAYTON, THENCE 6.3 MILES WEST ALONG A GRADED
 GL1216'DIRT ROAD, 0.1 MILE WEST OF A CATTLE GUARD, 400 FEET SOUTH OF A POND,
 GL1216'78 FEET SOUTH OF A LONE PINON TREE, 32 FEET SOUTH OF THE CENTER LINE
 GL1216'OF A ROAD, 1.4 FEET ABOVE THE GROUND, SET IN THE TOP OF THE WEST SIDE
 GL1216'OF A SANDSTONE LEDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0139 ***********************************************************************
 FO0139  DESIGNATION -  G 27
 FO0139  PID         -  FO0139
 FO0139  STATE/COUNTY-  NM/SANDOVAL
 FO0139  USGS QUAD   -  SAN FELIPE PUEBLO (1990)
 FO0139
 FO0139                         *CURRENT SURVEY CONTROL
 FO0139  ___________________________________________________________________
 FO0139* NAD 83(1986)-  35 26 18.     (N)    106 26 22.     (W)     SCALED    
 FO0139* NAVD 88     -      1567.087  (meters)    5141.35   (feet)  ADJUSTED  
 FO0139  ___________________________________________________________________
 FO0139  GEOID HEIGHT-         -20.72  (meters)                     GEOID03
 FO0139  DYNAMIC HT  -        1564.956 (meters)    5134.36  (feet)  COMP
 FO0139  MODELED GRAV-     979,219.7   (mgal)                       NAVD 88
 FO0139
 FO0139  VERT ORDER  -  FIRST     CLASS II
 FO0139
 FO0139.The horizontal coordinates were scaled from a topographic map and have
 FO0139.an estimated accuracy of +/- 6 seconds.
 FO0139
 FO0139.The orthometric height was determined by differential leveling
 FO0139.and adjusted by the National Geodetic Survey in June 1991..
 FO0139
 FO0139.The geoid height was determined by GEOID03.
 FO0139
 FO0139.The dynamic height is computed by dividing the NAVD 88
 FO0139.geopotential number by the normal gravity value computed on the
 FO0139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0139.degrees latitude (g = 980.6199 gals.).
 FO0139
 FO0139.The modeled gravity was interpolated from observed gravity values.
 FO0139
 FO0139;                    North         East    Units  Estimated Accuracy
 FO0139;SPC NM C     -   492,220.      482,800.      MT  (+/- 180 meters Scaled)
 FO0139
 FO0139                          SUPERSEDED SURVEY CONTROL
 FO0139
 FO0139.No superseded survey control is available for this station.
 FO0139
 FO0139_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV693226(NAD 83)
 FO0139_MARKER: DB = BENCH MARK DISK
 FO0139_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FO0139_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FO0139_STAMPING: G 27 1933 5138.375
 FO0139_MARK LOGO: CGS   
 FO0139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO0139+STABILITY: SURFACE MOTION
 FO0139
 FO0139  HISTORY     - Date     Condition        Report By
 FO0139  HISTORY     - 1933     MONUMENTED       CGS
 FO0139  HISTORY     - 1951     GOOD             NGS
 FO0139  HISTORY     - 1984     GOOD             NGS
 FO0139
 FO0139                          STATION DESCRIPTION
 FO0139
 FO0139'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 FO0139'9.3 MI SW FROM DOMINGO.
 FO0139'9.3 MILES SOUTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 FO0139'FROM THE STATION AT DOMINGO, 0.4 MILE NORTHEAST OF MILEPOST 875, 0.05
 FO0139'MILE SOUTHWEST OF A ROAD CROSSING, 24 FEET EAST OF A FENCE, 23 FEET
 FO0139'WEST OF THE WEST RAIL, 3 FEET NORTH OF A WITNESS POST, SET IN THE TOP
 FO0139'OF A CONCRETE POST WHICH PROJECTS 0.7 FOOT ABOVE THE GROUND.
 FO0139
 FO0139                          STATION RECOVERY (1984)
 FO0139
 FO0139'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FO0139'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  14.7 KM
 FO0139'(9.15 MI) SOUTHWEST ALONG THE ATCHISON TOPEKA AND SANTA FE RAILROAD
 FO0139'FROM THE SANTO DOMINGO INDIAN TRADING POST IN DOMINGO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0430 ***********************************************************************
 GL0430  DESIGNATION -  G 270
 GL0430  PID         -  GL0430
 GL0430  STATE/COUNTY-  NM/UNION
 GL0430  USGS QUAD   -  RABBIT EAR MOUNTAIN (1972)
 GL0430
 GL0430                         *CURRENT SURVEY CONTROL
 GL0430  ___________________________________________________________________
 GL0430* NAD 83(1986)-  36 30 33.     (N)    103 14 34.     (W)     SCALED    
 GL0430* NAVD 88     -      1593.415  (meters)    5227.73   (feet)  ADJUSTED  
 GL0430  ___________________________________________________________________
 GL0430  GEOID HEIGHT-         -21.71  (meters)                     GEOID03
 GL0430  DYNAMIC HT  -        1591.530 (meters)    5221.54  (feet)  COMP
 GL0430  MODELED GRAV-     979,392.8   (mgal)                       NAVD 88
 GL0430
 GL0430  VERT ORDER  -  SECOND    CLASS 0
 GL0430
 GL0430.The horizontal coordinates were scaled from a topographic map and have
 GL0430.an estimated accuracy of +/- 6 seconds.
 GL0430
 GL0430.The orthometric height was determined by differential leveling
 GL0430.and adjusted by the National Geodetic Survey in June 1991..
 GL0430
 GL0430.The geoid height was determined by GEOID03.
 GL0430
 GL0430.The dynamic height is computed by dividing the NAVD 88
 GL0430.geopotential number by the normal gravity value computed on the
 GL0430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0430.degrees latitude (g = 980.6199 gals.).
 GL0430
 GL0430.The modeled gravity was interpolated from observed gravity values.
 GL0430
 GL0430;                    North         East    Units  Estimated Accuracy
 GL0430;SPC NM E     -   611,570.      262,690.      MT  (+/- 180 meters Scaled)
 GL0430
 GL0430                          SUPERSEDED SURVEY CONTROL
 GL0430
 GL0430  NGVD 29 (??/??/92) 1592.668  (m)         5225.28   (f) ADJ UNCH    2 0
 GL0430
 GL0430.Superseded values are not recommended for survey control.
 GL0430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0430.See file dsdata.txt to determine how the superseded data were derived.
 GL0430
 GL0430_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA573418(NAD 83)
 GL0430_MARKER: DB = BENCH MARK DISK
 GL0430_SETTING: 66 = SET IN ROCK OUTCROP
 GL0430_SP_SET: OUTCROP
 GL0430_STAMPING: G 270 1955
 GL0430_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GL0430+STABILITY: POSITION/ELEVATION WELL
 GL0430
 GL0430  HISTORY     - Date     Condition        Report By
 GL0430  HISTORY     - 1955     MONUMENTED       CGS
 GL0430
 GL0430                          STATION DESCRIPTION
 GL0430
 GL0430'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GL0430'5.5 MI NW FROM CLAYTON.
 GL0430'5.5 MILES NORTHWEST ALONG STATE ROAD 370 FROM ITS JUNCTION WITH U.S.
 GL0430'HIGHWAYS 64 AND 87 AT CLAYTON, 66 FEET SOUTHWEST OF THE CENTER LINE OF
 GL0430'THE ROAD, 37 FEET SOUTHWEST OF A FENCE, 11 FEET SOUTHWEST OF THE
 GL0430'CENTER OF A DRAW, SET IN THE TOP OF A LAVA ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0488 ***********************************************************************
 GL0488  DESIGNATION -  G 271
 GL0488  PID         -  GL0488
 GL0488  STATE/COUNTY-  NM/UNION
 GL0488  USGS QUAD   -  GUY (1972)
 GL0488
 GL0488                         *CURRENT SURVEY CONTROL
 GL0488  ___________________________________________________________________
 GL0488* NAD 83(1986)-  36 47 08.     (N)    103 25 54.     (W)     SCALED    
 GL0488* NAVD 88     -      1697.104  (meters)    5567.92   (feet)  ADJUSTED  
 GL0488  ___________________________________________________________________
 GL0488  GEOID HEIGHT-         -20.84  (meters)                     GEOID03
 GL0488  DYNAMIC HT  -        1695.089 (meters)    5561.30  (feet)  COMP
 GL0488  MODELED GRAV-     979,383.6   (mgal)                       NAVD 88
 GL0488
 GL0488  VERT ORDER  -  SECOND    CLASS 0
 GL0488
 GL0488.The horizontal coordinates were scaled from a topographic map and have
 GL0488.an estimated accuracy of +/- 6 seconds.
 GL0488
 GL0488.The orthometric height was determined by differential leveling
 GL0488.and adjusted by the National Geodetic Survey in June 1991..
 GL0488
 GL0488.The geoid height was determined by GEOID03.
 GL0488
 GL0488.The dynamic height is computed by dividing the NAVD 88
 GL0488.geopotential number by the normal gravity value computed on the
 GL0488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0488.degrees latitude (g = 980.6199 gals.).
 GL0488
 GL0488.The modeled gravity was interpolated from observed gravity values.
 GL0488
 GL0488;                    North         East    Units  Estimated Accuracy
 GL0488;SPC NM E     -   642,060.      245,480.      MT  (+/- 180 meters Scaled)
 GL0488
 GL0488                          SUPERSEDED SURVEY CONTROL
 GL0488
 GL0488  NGVD 29 (??/??/92) 1696.270  (m)         5565.18   (f) ADJ UNCH    2 0
 GL0488
 GL0488.Superseded values are not recommended for survey control.
 GL0488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0488.See file dsdata.txt to determine how the superseded data were derived.
 GL0488
 GL0488_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA399722(NAD 83)
 GL0488_MARKER: DB = BENCH MARK DISK
 GL0488_SETTING: 66 = SET IN ROCK OUTCROP
 GL0488_SP_SET: OUTCROP
 GL0488_STAMPING: G 271 1955
 GL0488_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GL0488+STABILITY: POSITION/ELEVATION WELL
 GL0488
 GL0488  HISTORY     - Date     Condition        Report By
 GL0488  HISTORY     - 1955     MONUMENTED       CGS
 GL0488
 GL0488                          STATION DESCRIPTION
 GL0488
 GL0488'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GL0488'34.4 MI NW FROM CLAYTON.
 GL0488'34.4 MILES NORTHWEST ALONG STATE ROAD 370 FROM ITS JUNCTION WITH U.S.
 GL0488'HIGHWAYS 64 AND 87 AT CLAYTON, ON THE OUTSIDE OF A CURVE IN THE STATE
 GL0488'ROAD, 167 FEET SOUTHWEST OF THE CENTER LINE OF THE STATE ROAD, 61 FEET
 GL0488'SOUTH OF THE CENTER LINE OF A GRADED DIRT ROAD LEADING WEST, 192 FEET
 GL0488'EAST OF A POWER POLE, IN LINE WITH A ROW OF POWER POLES, 11 FEET SOUTH
 GL0488'OF A FENCE, 0.7 FOOT ABOVE THE GROUND, SET IN THE TOP OF A LIMESTONE
 GL0488'OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0492 ***********************************************************************
 GL0492  DESIGNATION -  G 272
 GL0492  PID         -  GL0492
 GL0492  STATE/COUNTY-  NM/UNION
 GL0492  USGS QUAD   -  CUATES SCHOOL (1972)
 GL0492
 GL0492                         *CURRENT SURVEY CONTROL
 GL0492  ___________________________________________________________________
 GL0492* NAD 83(1986)-  36 47 08.     (N)    103 21 37.     (W)     SCALED    
 GL0492* NAVD 88     -      1667.694  (meters)    5471.43   (feet)  ADJUSTED  
 GL0492  ___________________________________________________________________
 GL0492  GEOID HEIGHT-         -21.12  (meters)                     GEOID03
 GL0492  DYNAMIC HT  -        1665.723 (meters)    5464.96  (feet)  COMP
 GL0492  MODELED GRAV-     979,390.0   (mgal)                       NAVD 88
 GL0492
 GL0492  VERT ORDER  -  SECOND    CLASS 0
 GL0492
 GL0492.The horizontal coordinates were scaled from a topographic map and have
 GL0492.an estimated accuracy of +/- 6 seconds.
 GL0492
 GL0492.The orthometric height was determined by differential leveling
 GL0492.and adjusted by the National Geodetic Survey in June 1991..
 GL0492
 GL0492.The geoid height was determined by GEOID03.
 GL0492
 GL0492.The dynamic height is computed by dividing the NAVD 88
 GL0492.geopotential number by the normal gravity value computed on the
 GL0492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0492.degrees latitude (g = 980.6199 gals.).
 GL0492
 GL0492.The modeled gravity was interpolated from observed gravity values.
 GL0492
 GL0492;                    North         East    Units  Estimated Accuracy
 GL0492;SPC NM E     -   642,120.      251,850.      MT  (+/- 180 meters Scaled)
 GL0492
 GL0492                          SUPERSEDED SURVEY CONTROL
 GL0492
 GL0492  NGVD 29 (??/??/92) 1666.879  (m)         5468.75   (f) ADJ UNCH    2 0
 GL0492
 GL0492.Superseded values are not recommended for survey control.
 GL0492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0492.See file dsdata.txt to determine how the superseded data were derived.
 GL0492
 GL0492_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA463723(NAD 83)
 GL0492_MARKER: DB = BENCH MARK DISK
 GL0492_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0492_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0492_STAMPING: G 272 1955
 GL0492_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0492+STABILITY: SURFACE MOTION
 GL0492
 GL0492  HISTORY     - Date     Condition        Report By
 GL0492  HISTORY     - 1955     MONUMENTED       CGS
 GL0492
 GL0492                          STATION DESCRIPTION
 GL0492
 GL0492'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GL0492'30.85 MI NW FROM CLAYTON.
 GL0492'30.85 MILES NORTHWEST ALONG STATE ROAD 370 FROM ITS JUNCTION WITH U.S.
 GL0492'HIGHWAYS 64 AND 87 AT CLAYTON, 40 FEET SOUTH OF THE CENTER LINE OF THE
 GL0492'STATE ROAD, 59 FEET EAST OF A FENCE LEADING SOUTH, 42 FEET EAST OF THE
 GL0492'CENTER LINE OF A TRACK ROAD LEADING SOUTH, 25 FEET SOUTHEAST OF A
 GL0492'POWER POLE, 3 FEET NORTH OF A FENCE, 2 FEET EAST OF A WITNESS POST,
 GL0492'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE
 GL0492'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0513 ***********************************************************************
 GL0513  DESIGNATION -  G 273
 GL0513  PID         -  GL0513
 GL0513  STATE/COUNTY-  NM/UNION
 GL0513  USGS QUAD   -  SENECA (1972)
 GL0513
 GL0513                         *CURRENT SURVEY CONTROL
 GL0513  ___________________________________________________________________
 GL0513* NAD 83(1986)-  36 44 53.     (N)    103 08 26.     (W)     SCALED    
 GL0513* NAVD 88     -      1526.344  (meters)    5007.68   (feet)  ADJUSTED  
 GL0513  ___________________________________________________________________
 GL0513  GEOID HEIGHT-         -21.96  (meters)                     GEOID03
 GL0513  DYNAMIC HT  -        1524.577 (meters)    5001.88  (feet)  COMP
 GL0513  MODELED GRAV-     979,420.0   (mgal)                       NAVD 88
 GL0513
 GL0513  VERT ORDER  -  SECOND    CLASS 0
 GL0513
 GL0513.The horizontal coordinates were scaled from a topographic map and have
 GL0513.an estimated accuracy of +/- 6 seconds.
 GL0513
 GL0513.The orthometric height was determined by differential leveling
 GL0513.and adjusted by the National Geodetic Survey in June 1991..
 GL0513
 GL0513.The geoid height was determined by GEOID03.
 GL0513
 GL0513.The dynamic height is computed by dividing the NAVD 88
 GL0513.geopotential number by the normal gravity value computed on the
 GL0513.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0513.degrees latitude (g = 980.6199 gals.).
 GL0513
 GL0513.The modeled gravity was interpolated from observed gravity values.
 GL0513
 GL0513;                    North         East    Units  Estimated Accuracy
 GL0513;SPC NM E     -   638,180.      271,510.      MT  (+/- 180 meters Scaled)
 GL0513
 GL0513                          SUPERSEDED SURVEY CONTROL
 GL0513
 GL0513  NGVD 29 (??/??/92) 1525.609  (m)         5005.27   (f) ADJ UNCH    2 0
 GL0513
 GL0513.Superseded values are not recommended for survey control.
 GL0513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0513.See file dsdata.txt to determine how the superseded data were derived.
 GL0513
 GL0513_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA659685(NAD 83)
 GL0513_MARKER: DB = BENCH MARK DISK
 GL0513_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0513_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0513_STAMPING: G 273 1955
 GL0513_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0513+STABILITY: SURFACE MOTION
 GL0513
 GL0513  HISTORY     - Date     Condition        Report By
 GL0513  HISTORY     - 1955     MONUMENTED       CGS
 GL0513
 GL0513                          STATION DESCRIPTION
 GL0513
 GL0513'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GL0513'16.2 MI N FROM SENECA.
 GL0513'9.2 MILES NORTHEAST ALONG STATE HIGHWAY 18 FROM THE POST OFFICE AT
 GL0513'SENECA, THENCE 2.0 MILES NORTH ALONG A GRADED DIRT ROAD, THENCE 5.0
 GL0513'MILES WEST ALONG A GRADED DIRT ROAD, ON TOP OF A HILL, 0.4 MILE EAST
 GL0513'OF A NORTH AND SOUTH FENCE, 106 FEET SOUTH OF THE CENTER LINE OF A
 GL0513'ROAD, 2.3 FEET NORTH OF A FENCE,FENCE, 2.5 FEET EAST OF A WITNESS
 GL0513'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE
 GL0513'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0418 ***********************************************************************
 GL0418  DESIGNATION -  G 274
 GL0418  PID         -  GL0418
 GL0418  STATE/COUNTY-  NM/UNION
 GL0418  USGS QUAD   -  SENECA (1972)
 GL0418
 GL0418                         *CURRENT SURVEY CONTROL
 GL0418  ___________________________________________________________________
 GL0418* NAD 83(1986)-  36 39 18.     (N)    103 12 02.     (W)     SCALED    
 GL0418* NAVD 88     -      1550.747  (meters)    5087.74   (feet)  ADJUSTED  
 GL0418  ___________________________________________________________________
 GL0418  GEOID HEIGHT-         -21.73  (meters)                     GEOID03
 GL0418  DYNAMIC HT  -        1548.951 (meters)    5081.85  (feet)  COMP
 GL0418  MODELED GRAV-     979,418.4   (mgal)                       NAVD 88
 GL0418
 GL0418  VERT ORDER  -  SECOND    CLASS 0
 GL0418
 GL0418.The horizontal coordinates were scaled from a topographic map and have
 GL0418.an estimated accuracy of +/- 6 seconds.
 GL0418
 GL0418.The orthometric height was determined by differential leveling
 GL0418.and adjusted by the National Geodetic Survey in June 1991..
 GL0418
 GL0418.The geoid height was determined by GEOID03.
 GL0418
 GL0418.The dynamic height is computed by dividing the NAVD 88
 GL0418.geopotential number by the normal gravity value computed on the
 GL0418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0418.degrees latitude (g = 980.6199 gals.).
 GL0418
 GL0418.The modeled gravity was interpolated from observed gravity values.
 GL0418
 GL0418;                    North         East    Units  Estimated Accuracy
 GL0418;SPC NM E     -   627,790.      266,280.      MT  (+/- 180 meters Scaled)
 GL0418
 GL0418                          SUPERSEDED SURVEY CONTROL
 GL0418
 GL0418  NGVD 29 (??/??/92) 1550.021  (m)         5085.36   (f) ADJ UNCH    2 0
 GL0418
 GL0418.Superseded values are not recommended for survey control.
 GL0418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0418.See file dsdata.txt to determine how the superseded data were derived.
 GL0418
 GL0418_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA608581(NAD 83)
 GL0418_MARKER: DB = BENCH MARK DISK
 GL0418_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0418_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0418_STAMPING: G 274 1955
 GL0418_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0418+STABILITY: SURFACE MOTION
 GL0418
 GL0418  HISTORY     - Date     Condition        Report By
 GL0418  HISTORY     - 1955     MONUMENTED       CGS
 GL0418
 GL0418                          STATION DESCRIPTION
 GL0418
 GL0418'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GL0418'6.0 MI NW FROM SENECA.
 GL0418'0.85 MILE NORTH ALONG STATE HIGHWAY 18 FROM THE POST OFFICE AT SENECA,
 GL0418'THENCE 3.05 MILES WEST ALONG A GRADED DIRT ROAD, THENCE 1.0 MILE NORTH
 GL0418'ALONG A GRADED DIRT ROAD, THENCE 1.1 MILES WEST ALONG A GRADED DIRT
 GL0418'ROAD, 138 FEET SOUTH OF THE SOUTHEAST CORNER OF A FARMHOUSE, 48 FEET
 GL0418'SOUTH OF THE CENTER LINE OF A ROAD, 19.5 FEET SOUTH OF A FENCE, 13
 GL0418'FEET SOUTH OF A POWER POLE, 18 FEET SOUTH OF A WITNESS POST, SET IN
 GL0418'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1264 ***********************************************************************
 GL1264  DESIGNATION -  G 275
 GL1264  PID         -  GL1264
 GL1264  STATE/COUNTY-  NM/UNION
 GL1264  USGS QUAD   -  GRENVILLE SW (1973)
 GL1264
 GL1264                         *CURRENT SURVEY CONTROL
 GL1264  ___________________________________________________________________
 GL1264* NAD 83(1986)-  36 31 15.     (N)    103 38 56.     (W)     SCALED    
 GL1264* NAVD 88     -      1825.246  (meters)    5988.33   (feet)  ADJUSTED  
 GL1264  ___________________________________________________________________
 GL1264  GEOID HEIGHT-         -19.94  (meters)                     GEOID03
 GL1264  DYNAMIC HT  -        1823.015 (meters)    5981.01  (feet)  COMP
 GL1264  MODELED GRAV-     979,343.6   (mgal)                       NAVD 88
 GL1264
 GL1264  VERT ORDER  -  SECOND    CLASS 0
 GL1264
 GL1264.The horizontal coordinates were scaled from a topographic map and have
 GL1264.an estimated accuracy of +/- 6 seconds.
 GL1264
 GL1264.The orthometric height was determined by differential leveling
 GL1264.and adjusted by the National Geodetic Survey in June 1991..
 GL1264
 GL1264.The geoid height was determined by GEOID03.
 GL1264
 GL1264.The dynamic height is computed by dividing the NAVD 88
 GL1264.geopotential number by the normal gravity value computed on the
 GL1264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL1264.degrees latitude (g = 980.6199 gals.).
 GL1264
 GL1264.The modeled gravity was interpolated from observed gravity values.
 GL1264
 GL1264;                    North         East    Units  Estimated Accuracy
 GL1264;SPC NM E     -   612,520.      226,300.      MT  (+/- 180 meters Scaled)
 GL1264
 GL1264                          SUPERSEDED SURVEY CONTROL
 GL1264
 GL1264  NGVD 29 (??/??/92) 1824.391  (m)         5985.52   (f) ADJ UNCH    2 0
 GL1264
 GL1264.Superseded values are not recommended for survey control.
 GL1264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1264.See file dsdata.txt to determine how the superseded data were derived.
 GL1264
 GL1264_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA209425(NAD 83)
 GL1264_MARKER: DB = BENCH MARK DISK
 GL1264_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL1264_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL1264_STAMPING: G 275 1955
 GL1264_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL1264+STABILITY: SURFACE MOTION
 GL1264
 GL1264  HISTORY     - Date     Condition        Report By
 GL1264  HISTORY     - 1955     MONUMENTED       CGS
 GL1264
 GL1264                          STATION DESCRIPTION
 GL1264
 GL1264'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GL1264'6.8 MI S FROM GRENVILLE.
 GL1264'0.25 MILE WEST ALONG A GRAVELED ROAD FROM THE COLORADO AND SOUTHERN
 GL1264'RAILROAD STATION AT GRENVILLE, THENCE 6.55 MILES SOUTH ALONG STATE
 GL1264'ROAD 120, 0.2 MILE NORTH OF A FENCE LEADING EAST, 36 FEET EAST OF THE
 GL1264'CENTER LINE OF THE STATE ROAD, 2.2 FEET WEST OF A FENCE, 2.2 FEET
 GL1264'NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 GL1264'PROJECTS 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0718 ***********************************************************************
 FM0718  DESIGNATION -  G 276
 FM0718  PID         -  FM0718
 FM0718  STATE/COUNTY-  NM/HARDING
 FM0718  USGS QUAD   -  BUEYEROS (1973)
 FM0718
 FM0718                         *CURRENT SURVEY CONTROL
 FM0718  ___________________________________________________________________
 FM0718* NAD 83(1986)-  35 53 46.     (N)    103 41 41.     (W)     SCALED    
 FM0718* NAVD 88     -      1390.415  (meters)    4561.72   (feet)  ADJUSTED  
 FM0718  ___________________________________________________________________
 FM0718  GEOID HEIGHT-         -21.05  (meters)                     GEOID03
 FM0718  DYNAMIC HT  -        1388.762 (meters)    4556.30  (feet)  COMP
 FM0718  MODELED GRAV-     979,394.6   (mgal)                       NAVD 88
 FM0718
 FM0718  VERT ORDER  -  SECOND    CLASS 0
 FM0718
 FM0718.The horizontal coordinates were scaled from a topographic map and have
 FM0718.an estimated accuracy of +/- 6 seconds.
 FM0718
 FM0718.The orthometric height was determined by differential leveling
 FM0718.and adjusted by the National Geodetic Survey in June 1991..
 FM0718
 FM0718.The geoid height was determined by GEOID03.
 FM0718
 FM0718.The dynamic height is computed by dividing the NAVD 88
 FM0718.geopotential number by the normal gravity value computed on the
 FM0718.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0718.degrees latitude (g = 980.6199 gals.).
 FM0718
 FM0718.The modeled gravity was interpolated from observed gravity values.
 FM0718
 FM0718;                    North         East    Units  Estimated Accuracy
 FM0718;SPC NM E     -   543,180.      222,650.      MT  (+/- 180 meters Scaled)
 FM0718
 FM0718                          SUPERSEDED SURVEY CONTROL
 FM0718
 FM0718  NGVD 29 (??/??/92) 1389.765  (m)         4559.59   (f) ADJ UNCH    2 0
 FM0718
 FM0718.Superseded values are not recommended for survey control.
 FM0718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0718.See file dsdata.txt to determine how the superseded data were derived.
 FM0718
 FM0718_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFV177732(NAD 83)
 FM0718_MARKER: DB = BENCH MARK DISK
 FM0718_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0718_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0718_STAMPING: G 276 1955
 FM0718_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0718+STABILITY: SURFACE MOTION
 FM0718
 FM0718  HISTORY     - Date     Condition        Report By
 FM0718  HISTORY     - 1955     MONUMENTED       CGS
 FM0718  HISTORY     - 1960     GOOD             NGS
 FM0718
 FM0718                          STATION DESCRIPTION
 FM0718
 FM0718'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 FM0718'6.4 MI S FROM BUEYEROS.
 FM0718'17 MILES NORTHEAST OF MOSQUERO, 3-3/4 MILES NORTH OF THE JUNCTION OF
 FM0718'STATE HIGHWAYS 39 AND 65, ON THE EAST RIGHT-OF-WAY OF HIGHWAY 102. SET
 FM0718'IN A ROUND CONCRETE POST WHICH PROJECTS 6 INCHES.  IT IS 50 FEET EAST
 FM0718'OF THE CENTER OF HIGHWAY 102, 42 FEET SOUTH OF A STEEL RIGHT-OF-WAY
 FM0718'POST, 10 FEET WEST OF A WIRE FENCE AND 2.5 FEET WEST OF A WOOD WITNESS
 FM0718'POST.  NOTE-- A LEVEL LINE, WITH SECOND ORDER INSTRUMENT, WAS RUN TO
 FM0718'TRIANGULATION STATION WARTZ, A DISTANCE OF APPROXIMATELY 414 FEET
 FM0718'SOUTHWEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1025 ***********************************************************************
 GL1025  DESIGNATION -  G 277
 GL1025  PID         -  GL1025
 GL1025  STATE/COUNTY-  NM/UNION
 GL1025  USGS QUAD   -  MINNIE BUTTE (1973)
 GL1025
 GL1025                         *CURRENT SURVEY CONTROL
 GL1025  ___________________________________________________________________
 GL1025* NAD 83(1986)-  36 05 28.     (N)    103 33 08.     (W)     SCALED    
 GL1025* NAVD 88     -      1493.943  (meters)    4901.38   (feet)  ADJUSTED  
 GL1025  ___________________________________________________________________
 GL1025  GEOID HEIGHT-         -21.01  (meters)                     GEOID03
 GL1025  DYNAMIC HT  -        1492.162 (meters)    4895.53  (feet)  COMP
 GL1025  MODELED GRAV-     979,387.8   (mgal)                       NAVD 88
 GL1025
 GL1025  VERT ORDER  -  SECOND    CLASS 0
 GL1025
 GL1025.The horizontal coordinates were scaled from a topographic map and have
 GL1025.an estimated accuracy of +/- 6 seconds.
 GL1025
 GL1025.The orthometric height was determined by differential leveling
 GL1025.and adjusted by the National Geodetic Survey in June 1991..
 GL1025
 GL1025.The geoid height was determined by GEOID03.
 GL1025
 GL1025.The dynamic height is computed by dividing the NAVD 88
 GL1025.geopotential number by the normal gravity value computed on the
 GL1025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL1025.degrees latitude (g = 980.6199 gals.).
 GL1025
 GL1025.The modeled gravity was interpolated from observed gravity values.
 GL1025
 GL1025;                    North         East    Units  Estimated Accuracy
 GL1025;SPC NM E     -   564,910.      235,340.      MT  (+/- 180 meters Scaled)
 GL1025
 GL1025                          SUPERSEDED SURVEY CONTROL
 GL1025
 GL1025  NGVD 29 (??/??/92) 1493.251  (m)         4899.11   (f) ADJ UNCH    2 0
 GL1025
 GL1025.Superseded values are not recommended for survey control.
 GL1025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1025.See file dsdata.txt to determine how the superseded data were derived.
 GL1025
 GL1025_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFV303950(NAD 83)
 GL1025_MARKER: DB = BENCH MARK DISK
 GL1025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL1025_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL1025_STAMPING: G 277 1955
 GL1025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL1025+STABILITY: SURFACE MOTION
 GL1025
 GL1025  HISTORY     - Date     Condition        Report By
 GL1025  HISTORY     - 1955     MONUMENTED       CGS
 GL1025  HISTORY     - 1973     GOOD             USGS
 GL1025
 GL1025                          STATION DESCRIPTION
 GL1025
 GL1025'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GL1025'12.9 MI NE FROM BUEYEROS.
 GL1025'2.5 MILES NORTHEAST ALONG STATE HIGHWAY 57 FROM THE POST OFFICE AT
 GL1025'BUEYEROS, THENCE 10.4 MILES NORTHEAST ALONG A GRADED DIRT ROAD, 0.35
 GL1025'MILE NORTH OF THE HARDING AND UNION COUNTY LINE, 138 FEET NORTHWEST OF
 GL1025'THE NORTHWEST CORNER OF A STONE HOUSE, 41 FEET NORTHEAST OF THE CENTER
 GL1025'LINE OF A ROAD, 1.5 FEET NORTHWEST OF A FENCE, 2 FEET SOUTHWEST OF A
 GL1025'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4
 GL1025'FOOT ABOVE THE GROUND.  NOTE-- STATE HIGHWAY 57 IS NOW STATE HIGHWAY
 GL1025'102.
 GL1025
 GL1025                          STATION RECOVERY (1973)
 GL1025
 GL1025'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 GL1025'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1051 ***********************************************************************
 GL1051  DESIGNATION -  G 278
 GL1051  PID         -  GL1051
 GL1051  STATE/COUNTY-  NM/HARDING
 GL1051  USGS QUAD   -  YATES SE (1973)
 GL1051
 GL1051                         *CURRENT SURVEY CONTROL
 GL1051  ___________________________________________________________________
 GL1051* NAD 83(1986)-  36 00 52.     (N)    103 49 28.     (W)     SCALED    
 GL1051* NAVD 88     -      1660.747  (meters)    5448.63   (feet)  ADJUSTED  
 GL1051  ___________________________________________________________________
 GL1051  GEOID HEIGHT-         -20.26  (meters)                     GEOID03
 GL1051  DYNAMIC HT  -        1658.722 (meters)    5441.99  (feet)  COMP
 GL1051  MODELED GRAV-     979,353.5   (mgal)                       NAVD 88
 GL1051
 GL1051  VERT ORDER  -  SECOND    CLASS 0
 GL1051
 GL1051.The horizontal coordinates were scaled from a topographic map and have
 GL1051.an estimated accuracy of +/- 6 seconds.
 GL1051
 GL1051.The orthometric height was determined by differential leveling
 GL1051.and adjusted by the National Geodetic Survey in June 1991..
 GL1051
 GL1051.The geoid height was determined by GEOID03.
 GL1051
 GL1051.The dynamic height is computed by dividing the NAVD 88
 GL1051.geopotential number by the normal gravity value computed on the
 GL1051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL1051.degrees latitude (g = 980.6199 gals.).
 GL1051
 GL1051.The modeled gravity was interpolated from observed gravity values.
 GL1051
 GL1051;                    North         East    Units  Estimated Accuracy
 GL1051;SPC NM E     -   556,240.      210,870.      MT  (+/- 180 meters Scaled)
 GL1051
 GL1051                          SUPERSEDED SURVEY CONTROL
 GL1051
 GL1051  NGVD 29 (??/??/92) 1660.022  (m)         5446.26   (f) ADJ UNCH    2 0
 GL1051
 GL1051.Superseded values are not recommended for survey control.
 GL1051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1051.See file dsdata.txt to determine how the superseded data were derived.
 GL1051
 GL1051_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFV059861(NAD 83)
 GL1051_MARKER: DB = BENCH MARK DISK
 GL1051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL1051_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL1051_STAMPING: G 278 1955
 GL1051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL1051+STABILITY: SURFACE MOTION
 GL1051
 GL1051  HISTORY     - Date     Condition        Report By
 GL1051  HISTORY     - 1955     MONUMENTED       CGS
 GL1051
 GL1051                          STATION DESCRIPTION
 GL1051
 GL1051'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GL1051'11.8 MI NW FROM BUEYEROS.
 GL1051'11.8 MILES NORTHWEST ALONG STATE HIGHWAY 57 FROM THE POST OFFICE AT
 GL1051'BUEYEROS, 56 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 3 FEET EAST
 GL1051'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 GL1051'0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0797 ***********************************************************************
 GL0797  DESIGNATION -  G 279
 GL0797  PID         -  GL0797
 GL0797  STATE/COUNTY-  NM/UNION
 GL0797  USGS QUAD   -  PEDERNAL CREEK (1966)
 GL0797
 GL0797                         *CURRENT SURVEY CONTROL
 GL0797  ___________________________________________________________________
 GL0797* NAD 83(1986)-  36 06 38.     (N)    103 28 56.     (W)     SCALED    
 GL0797* NAVD 88     -      1476.975  (meters)    4845.71   (feet)  ADJUSTED  
 GL0797  ___________________________________________________________________
 GL0797  GEOID HEIGHT-         -21.26  (meters)                     GEOID03
 GL0797  DYNAMIC HT  -        1475.208 (meters)    4839.91  (feet)  COMP
 GL0797  MODELED GRAV-     979,384.0   (mgal)                       NAVD 88
 GL0797
 GL0797  VERT ORDER  -  SECOND    CLASS 0
 GL0797
 GL0797.The horizontal coordinates were scaled from a topographic map and have
 GL0797.an estimated accuracy of +/- 6 seconds.
 GL0797
 GL0797.The orthometric height was determined by differential leveling
 GL0797.and adjusted by the National Geodetic Survey in June 1991..
 GL0797
 GL0797.The geoid height was determined by GEOID03.
 GL0797
 GL0797.The dynamic height is computed by dividing the NAVD 88
 GL0797.geopotential number by the normal gravity value computed on the
 GL0797.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0797.degrees latitude (g = 980.6199 gals.).
 GL0797
 GL0797.The modeled gravity was interpolated from observed gravity values.
 GL0797
 GL0797;                    North         East    Units  Estimated Accuracy
 GL0797;SPC NM E     -   567,120.      241,630.      MT  (+/- 180 meters Scaled)
 GL0797
 GL0797                          SUPERSEDED SURVEY CONTROL
 GL0797
 GL0797  NGVD 29 (??/??/92) 1476.273  (m)         4843.41   (f) ADJ UNCH    2 0
 GL0797
 GL0797.Superseded values are not recommended for survey control.
 GL0797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0797.See file dsdata.txt to determine how the superseded data were derived.
 GL0797
 GL0797_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFV366972(NAD 83)
 GL0797_MARKER: DB = BENCH MARK DISK
 GL0797_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0797_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0797_STAMPING: G 279 1955
 GL0797_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0797+STABILITY: SURFACE MOTION
 GL0797
 GL0797  HISTORY     - Date     Condition        Report By
 GL0797  HISTORY     - 1955     MONUMENTED       CGS
 GL0797
 GL0797                          STATION DESCRIPTION
 GL0797
 GL0797'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GL0797'9.4 MI SW FROM CLAPHAM.
 GL0797'2.1 MILES SOUTHWEST ALONG A GRADED DIRT ROAD FROM THE SCHOOL AT
 GL0797'CLAPHAM, THENCE 1.6 MILES SOUTH ALONG A GRADED DIRT ROAD, THENCE 2.6
 GL0797'MILES SOUTHWEST ALONG A GRADED DIRT ROAD, THENCE 3.1 MILES WEST ALONG
 GL0797'A GRADED DIRT ROAD, 38 FEET NORTH OF THE CENTER LINE OF A ROAD, 2 FEET
 GL0797'EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 GL0797'PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0294 ***********************************************************************
 FN0294  DESIGNATION -  G 28
 FN0294  PID         -  FN0294
 FN0294  STATE/COUNTY-  NM/SANTA FE
 FN0294  USGS QUAD   -  GALISTEO (1966)
 FN0294
 FN0294                         *CURRENT SURVEY CONTROL
 FN0294  ___________________________________________________________________
 FN0294* NAD 83(1986)-  35 28 52.     (N)    105 52 48.     (W)     SCALED    
 FN0294* NAVD 88     -      1977.176  (meters)    6486.78   (feet)  ADJUSTED  
 FN0294  ___________________________________________________________________
 FN0294  GEOID HEIGHT-         -18.79  (meters)                     GEOID03
 FN0294  DYNAMIC HT  -        1974.428 (meters)    6477.77  (feet)  COMP
 FN0294  MODELED GRAV-     979,173.2   (mgal)                       NAVD 88
 FN0294
 FN0294  VERT ORDER  -  FIRST     CLASS II
 FN0294
 FN0294.The horizontal coordinates were scaled from a topographic map and have
 FN0294.an estimated accuracy of +/- 6 seconds.
 FN0294
 FN0294.The orthometric height was determined by differential leveling
 FN0294.and adjusted by the National Geodetic Survey in June 1991..
 FN0294
 FN0294.The geoid height was determined by GEOID03.
 FN0294
 FN0294.The dynamic height is computed by dividing the NAVD 88
 FN0294.geopotential number by the normal gravity value computed on the
 FN0294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FN0294.degrees latitude (g = 980.6199 gals.).
 FN0294
 FN0294.The modeled gravity was interpolated from observed gravity values.
 FN0294
 FN0294;                    North         East    Units  Estimated Accuracy
 FN0294;SPC NM C     -   497,010.      533,570.      MT  (+/- 180 meters Scaled)
 FN0294
 FN0294                          SUPERSEDED SURVEY CONTROL
 FN0294
 FN0294  NGVD 29 (??/??/92) 1976.167  (m)         6483.47   (f) ADJ UNCH    1 2
 FN0294
 FN0294.Superseded values are not recommended for survey control.
 FN0294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0294.See file dsdata.txt to determine how the superseded data were derived.
 FN0294
 FN0294_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV201267(NAD 83)
 FN0294_MARKER: DB = BENCH MARK DISK
 FN0294_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FN0294_SP_SET: BUILDING
 FN0294_STAMPING: G-28 1933
 FN0294_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FN0294
 FN0294  HISTORY     - Date     Condition        Report By
 FN0294  HISTORY     - 1933     MONUMENTED       CGS
 FN0294  HISTORY     - 1943     GOOD             NGS
 FN0294
 FN0294                          STATION DESCRIPTION
 FN0294
 FN0294'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 FN0294'IN LAMY.
 FN0294'AT THE LAMY POST OFFICE, IN THE FRONT WALL NEAR THE NORTHEAST CORNER
 FN0294'OF THE BUILDING AND 5 FT. ABOVE THE GROUND.
 FN0294
 FN0294                          STATION RECOVERY (1943)
 FN0294
 FN0294'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1943
 FN0294'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0973 ***********************************************************************
 GL0973  DESIGNATION -  G 280
 GL0973  PID         -  GL0973
 GL0973  STATE/COUNTY-  NM/UNION
 GL0973  USGS QUAD   -  ARAGON HILL (1977)
 GL0973
 GL0973                         *CURRENT SURVEY CONTROL
 GL0973  ___________________________________________________________________
 GL0973* NAD 83(1986)-  36 11 19.     (N)    103 45 29.     (W)     SCALED    
 GL0973* NAVD 88     -      1719.263  (meters)    5640.62   (feet)  ADJUSTED  
 GL0973  ___________________________________________________________________
 GL0973  GEOID HEIGHT-         -20.04  (meters)                     GEOID03
 GL0973  DYNAMIC HT  -        1717.172 (meters)    5633.76  (feet)  COMP
 GL0973  MODELED GRAV-     979,354.0   (mgal)                       NAVD 88
 GL0973
 GL0973  VERT ORDER  -  SECOND    CLASS 0
 GL0973
 GL0973.The horizontal coordinates were scaled from a topographic map and have
 GL0973.an estimated accuracy of +/- 6 seconds.
 GL0973
 GL0973.The orthometric height was determined by differential leveling
 GL0973.and adjusted by the National Geodetic Survey in June 1991..
 GL0973
 GL0973.The geoid height was determined by GEOID03.
 GL0973
 GL0973.The dynamic height is computed by dividing the NAVD 88
 GL0973.geopotential number by the normal gravity value computed on the
 GL0973.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0973.degrees latitude (g = 980.6199 gals.).
 GL0973
 GL0973.The modeled gravity was interpolated from observed gravity values.
 GL0973
 GL0973;                    North         East    Units  Estimated Accuracy
 GL0973;SPC NM E     -   575,600.      216,740.      MT  (+/- 180 meters Scaled)
 GL0973
 GL0973                          SUPERSEDED SURVEY CONTROL
 GL0973
 GL0973  NGVD 29 (??/??/92) 1718.513  (m)         5638.15   (f) ADJ UNCH    2 0
 GL0973
 GL0973.Superseded values are not recommended for survey control.
 GL0973.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0973.See file dsdata.txt to determine how the superseded data were derived.
 GL0973
 GL0973_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA116055(NAD 83)
 GL0973_MARKER: DB = BENCH MARK DISK
 GL0973_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0973_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0973_STAMPING: G 280 1955
 GL0973_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0973+STABILITY: SURFACE MOTION
 GL0973
 GL0973  HISTORY     - Date     Condition        Report By
 GL0973  HISTORY     - 1955     MONUMENTED       CGS
 GL0973  HISTORY     - 1973     GOOD             USGS
 GL0973
 GL0973                          STATION DESCRIPTION
 GL0973
 GL0973'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GL0973'18.7 MI SE FROM GLADSTONE.
 GL0973'8.0 MILES EAST ALONG STATE HIGHWAY 58 FROM THE POST OFFICE AT
 GL0973'GLADSTONE, THENCE 5.6 MILES SOUTH ALONG STATE HIGHWAY 120, THENCE 2.1
 GL0973'MILES SOUTHEAST ALONG A GRADED DIRT ROAD, THENCE 3.0 MILES SOUTHEAST
 GL0973'ALONG A TRACK ROAD, 240 FEET NORTH OF A FENCE CORNER, 230 FEET SOUTH
 GL0973'OF THE SOUTH SIDE OF A POND, 57 FEET SOUTH OF THE CENTER LINE OF A
 GL0973'ROAD, 2 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 GL0973'POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.  NOTE-- STATE HIGHWAY
 GL0973'58 IS NOW US HIGHWAY 56.
 GL0973
 GL0973                          STATION RECOVERY (1973)
 GL0973
 GL0973'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 GL0973'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0982 ***********************************************************************
 GL0982  DESIGNATION -  G 281
 GL0982  PID         -  GL0982
 GL0982  STATE/COUNTY-  NM/UNION
 GL0982  USGS QUAD   -  BEENHAM (1973)
 GL0982
 GL0982                         *CURRENT SURVEY CONTROL
 GL0982  ___________________________________________________________________
 GL0982* NAD 83(1986)-  36 07 57.     (N)    103 42 13.     (W)     SCALED    
 GL0982* NAVD 88     -      1666.089  (meters)    5466.16   (feet)  ADJUSTED  
 GL0982  ___________________________________________________________________
 GL0982  GEOID HEIGHT-         -20.35  (meters)                     GEOID03
 GL0982  DYNAMIC HT  -        1664.079 (meters)    5459.57  (feet)  COMP
 GL0982  MODELED GRAV-     979,366.3   (mgal)                       NAVD 88
 GL0982
 GL0982  VERT ORDER  -  SECOND    CLASS 0
 GL0982
 GL0982.The horizontal coordinates were scaled from a topographic map and have
 GL0982.an estimated accuracy of +/- 6 seconds.
 GL0982
 GL0982.The orthometric height was determined by differential leveling
 GL0982.and adjusted by the National Geodetic Survey in June 1991..
 GL0982
 GL0982.The geoid height was determined by GEOID03.
 GL0982
 GL0982.The dynamic height is computed by dividing the NAVD 88
 GL0982.geopotential number by the normal gravity value computed on the
 GL0982.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0982.degrees latitude (g = 980.6199 gals.).
 GL0982
 GL0982.The modeled gravity was interpolated from observed gravity values.
 GL0982
 GL0982;                    North         East    Units  Estimated Accuracy
 GL0982;SPC NM E     -   569,400.      221,680.      MT  (+/- 180 meters Scaled)
 GL0982
 GL0982                          SUPERSEDED SURVEY CONTROL
 GL0982
 GL0982  NGVD 29 (??/??/92) 1665.368  (m)         5463.79   (f) ADJ UNCH    2 0
 GL0982
 GL0982.Superseded values are not recommended for survey control.
 GL0982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0982.See file dsdata.txt to determine how the superseded data were derived.
 GL0982
 GL0982_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFV166994(NAD 83)
 GL0982_MARKER: DB = BENCH MARK DISK
 GL0982_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0982_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0982_STAMPING: G 281 1955
 GL0982_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0982+STABILITY: SURFACE MOTION
 GL0982
 GL0982  HISTORY     - Date     Condition        Report By
 GL0982  HISTORY     - 1955     MONUMENTED       CGS
 GL0982  HISTORY     - 1973     GOOD             USGS
 GL0982
 GL0982                          STATION DESCRIPTION
 GL0982
 GL0982'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GL0982'26.6 MI N FROM BUEYEROS.
 GL0982'2.5 MILES NORTHEAST ALONG STATE HIGHWAY 57 FROM THE POST OFFICE AT
 GL0982'BUEYEROS, THENCE 11.2 MILES NORTHEAST ALONG A GRADED DIRT ROAD, THENCE
 GL0982'4.5 MILES WEST ALONG A WINDING PRIVATE TRACK ROAD, THENCE 5.3 MILES
 GL0982'SOUTHWEST ALONG A PRIVATE TRACK ROAD, THENCE 3.1 MILES NORTHWEST ALONG
 GL0982'A PRIVATE TRACK ROAD, 0.2 MILE NORTHWEST OF AN ABANDONED SCHOOL, 37
 GL0982'FEET NORTHEAST OF THE CENTER LINE OF A ROAD, 2 FEET SOUTHWEST OF A
 GL0982'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5
 GL0982'FOOT ABOVE THE GROUND.  NOTE-- STATE HIGHWAY 57 IS NOW STATE HIGHWAY
 GL0982'102.
 GL0982
 GL0982                          STATION RECOVERY (1973)
 GL0982
 GL0982'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 GL0982'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0716 ***********************************************************************
 GL0716  DESIGNATION -  G 282
 GL0716  PID         -  GL0716
 GL0716  STATE/COUNTY-  NM/UNION
 GL0716  USGS QUAD   -  TATE SCHOOL (1966)
 GL0716
 GL0716                         *CURRENT SURVEY CONTROL
 GL0716  ___________________________________________________________________
 GL0716* NAD 83(1986)-  36 21 45.     (N)    103 26 47.     (W)     SCALED    
 GL0716* NAVD 88     -      1625.296  (meters)    5332.33   (feet)  ADJUSTED  
 GL0716  ___________________________________________________________________
 GL0716  GEOID HEIGHT-         -21.07  (meters)                     GEOID03
 GL0716  DYNAMIC HT  -        1623.328 (meters)    5325.87  (feet)  COMP
 GL0716  MODELED GRAV-     979,363.5   (mgal)                       NAVD 88
 GL0716
 GL0716  VERT ORDER  -  SECOND    CLASS 0
 GL0716
 GL0716.The horizontal coordinates were scaled from a topographic map and have
 GL0716.an estimated accuracy of +/- 6 seconds.
 GL0716
 GL0716.The orthometric height was determined by differential leveling
 GL0716.and adjusted by the National Geodetic Survey in June 1991..
 GL0716
 GL0716.The geoid height was determined by GEOID03.
 GL0716
 GL0716.The dynamic height is computed by dividing the NAVD 88
 GL0716.geopotential number by the normal gravity value computed on the
 GL0716.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0716.degrees latitude (g = 980.6199 gals.).
 GL0716
 GL0716.The modeled gravity was interpolated from observed gravity values.
 GL0716
 GL0716;                    North         East    Units  Estimated Accuracy
 GL0716;SPC NM E     -   595,100.      244,600.      MT  (+/- 180 meters Scaled)
 GL0716
 GL0716                          SUPERSEDED SURVEY CONTROL
 GL0716
 GL0716  NGVD 29 (??/??/92) 1624.511  (m)         5329.75   (f) ADJ UNCH    2 0
 GL0716
 GL0716.Superseded values are not recommended for survey control.
 GL0716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0716.See file dsdata.txt to determine how the superseded data were derived.
 GL0716
 GL0716_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA393252(NAD 83)
 GL0716_MARKER: DB = BENCH MARK DISK
 GL0716_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GL0716_SP_SET: CULVERT
 GL0716_STAMPING: G 282 1955
 GL0716_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GL0716
 GL0716  HISTORY     - Date     Condition        Report By
 GL0716  HISTORY     - 1955     MONUMENTED       CGS
 GL0716
 GL0716                          STATION DESCRIPTION
 GL0716
 GL0716'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GL0716'16.4 MI SW FROM CLAYTON.
 GL0716'16.4 MILES SOUTHWEST ALONG STATE HIGHWAY 58 FROM THE COLORADO AND
 GL0716'SOUTHERN RAILROAD STATION AT CLAYTON, 16 FEET SOUTHEAST OF THE CENTER
 GL0716'LINE OF THE HIGHWAY, SET IN THE TOP OF THE NORTHEAST END OF THE
 GL0716'SOUTHEAST HEADWALL OF A CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0507 ***********************************************************************
 FM0507  DESIGNATION -  G 283
 FM0507  PID         -  FM0507
 FM0507  STATE/COUNTY-  NM/UNION
 FM0507  USGS QUAD   -  AMISTAD (1971)
 FM0507
 FM0507                         *CURRENT SURVEY CONTROL
 FM0507  ___________________________________________________________________
 FM0507* NAD 83(1986)-  35 56 38.     (N)    103 11 44.     (W)     SCALED    
 FM0507* NAVD 88     -      1399.263  (meters)    4590.75   (feet)  ADJUSTED  
 FM0507  ___________________________________________________________________
 FM0507  GEOID HEIGHT-         -22.60  (meters)                     GEOID03
 FM0507  DYNAMIC HT  -        1397.589 (meters)    4585.26  (feet)  COMP
 FM0507  MODELED GRAV-     979,387.6   (mgal)                       NAVD 88
 FM0507
 FM0507  VERT ORDER  -  SECOND    CLASS 0
 FM0507
 FM0507.The horizontal coordinates were scaled from a topographic map and have
 FM0507.an estimated accuracy of +/- 6 seconds.
 FM0507
 FM0507.The orthometric height was determined by differential leveling
 FM0507.and adjusted by the National Geodetic Survey in June 1991..
 FM0507
 FM0507.The geoid height was determined by GEOID03.
 FM0507
 FM0507.The dynamic height is computed by dividing the NAVD 88
 FM0507.geopotential number by the normal gravity value computed on the
 FM0507.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0507.degrees latitude (g = 980.6199 gals.).
 FM0507
 FM0507.The modeled gravity was interpolated from observed gravity values.
 FM0507
 FM0507;                    North         East    Units  Estimated Accuracy
 FM0507;SPC NM E     -   548,890.      267,650.      MT  (+/- 180 meters Scaled)
 FM0507
 FM0507                          SUPERSEDED SURVEY CONTROL
 FM0507
 FM0507  NGVD 29 (??/??/92) 1398.601  (m)         4588.58   (f) ADJ UNCH    2 0
 FM0507
 FM0507.Superseded values are not recommended for survey control.
 FM0507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0507.See file dsdata.txt to determine how the superseded data were derived.
 FM0507
 FM0507_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFV627792(NAD 83)
 FM0507_MARKER: DB = BENCH MARK DISK
 FM0507_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0507_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0507_STAMPING: G 283 1955
 FM0507_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0507+STABILITY: SURFACE MOTION
 FM0507
 FM0507  HISTORY     - Date     Condition        Report By
 FM0507  HISTORY     - 1955     MONUMENTED       CGS
 FM0507
 FM0507                          STATION DESCRIPTION
 FM0507
 FM0507'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 FM0507'3.6 MI N FROM AMISTAD.
 FM0507'0.3 MILE WEST ALONG AN OILED ROAD FROM THE PUBLIC SCHOOL AT AMISTAD,
 FM0507'THENCE 3.3 MILES NORTH ALONG STATE HIGHWAY 18, 231 FEET NORTH OF THE
 FM0507'CENTER LINE OF A DIM EAST AND WEST ROAD, 46 FEET EAST OF THE CENTER
 FM0507'LINE OF THE HIGHWAY, 26.5 FEET WEST OF A POWER POLE, 3.5 FEET EAST OF
 FM0507'A FENCE, 2.5 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A
 FM0507'CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0839 ***********************************************************************
 GL0839  DESIGNATION -  G 285
 GL0839  PID         -  GL0839
 GL0839  STATE/COUNTY-  NM/UNION
 GL0839  USGS QUAD   -  SEDAN NE (1970)
 GL0839
 GL0839                         *CURRENT SURVEY CONTROL
 GL0839  ___________________________________________________________________
 GL0839* NAD 83(1986)-  36 13 01.     (N)    103 05 39.     (W)     SCALED    
 GL0839* NAVD 88     -      1415.489  (meters)    4643.98   (feet)  ADJUSTED  
 GL0839  ___________________________________________________________________
 GL0839  GEOID HEIGHT-         -22.79  (meters)                     GEOID03
 GL0839  DYNAMIC HT  -        1413.806 (meters)    4638.46  (feet)  COMP
 GL0839  MODELED GRAV-     979,393.7   (mgal)                       NAVD 88
 GL0839
 GL0839  VERT ORDER  -  SECOND    CLASS 0
 GL0839
 GL0839.The horizontal coordinates were scaled from a topographic map and have
 GL0839.an estimated accuracy of +/- 6 seconds.
 GL0839
 GL0839.The orthometric height was determined by differential leveling
 GL0839.and adjusted by the National Geodetic Survey in June 1991..
 GL0839
 GL0839.The geoid height was determined by GEOID03.
 GL0839
 GL0839.The dynamic height is computed by dividing the NAVD 88
 GL0839.geopotential number by the normal gravity value computed on the
 GL0839.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0839.degrees latitude (g = 980.6199 gals.).
 GL0839
 GL0839.The modeled gravity was interpolated from observed gravity values.
 GL0839
 GL0839;                    North         East    Units  Estimated Accuracy
 GL0839;SPC NM E     -   579,300.      276,410.      MT  (+/- 180 meters Scaled)
 GL0839
 GL0839                          SUPERSEDED SURVEY CONTROL
 GL0839
 GL0839  NGVD 29 (??/??/92) 1414.802  (m)         4641.73   (f) ADJ UNCH    2 0
 GL0839
 GL0839.Superseded values are not recommended for survey control.
 GL0839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0839.See file dsdata.txt to determine how the superseded data were derived.
 GL0839
 GL0839_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA713096(NAD 83)
 GL0839_MARKER: DB = BENCH MARK DISK
 GL0839_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0839_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0839_STAMPING: G 285 1955
 GL0839_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0839+STABILITY: SURFACE MOTION
 GL0839
 GL0839  HISTORY     - Date     Condition        Report By
 GL0839  HISTORY     - 1955     MONUMENTED       CGS
 GL0839
 GL0839                          STATION DESCRIPTION
 GL0839
 GL0839'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GL0839'21.7 MI SE FROM CLAYTON.
 GL0839'16.6 MILES SOUTH ALONG STATE HIGHWAY 18 FROM THE COURTHOUSE AT
 GL0839'CLAYTON, THENCE 5.1 MILES EAST ALONG A GRADED DIRT ROAD, 114 FEET
 GL0839'SOUTH OF THE CENTER LINE OF AN EAST AND WEST ROAD, 89.7 FEET NORTHEAST
 GL0839'OF THE NORTHEAST CORNER OF A STUCCO FARMHOUSE, 19 FEET EAST OF THE
 GL0839'CENTER LINE OF A DRIVEWAY, 4.5 FEET WEST OF A POWER POLE, 4 FEET WEST
 GL0839'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 GL0839'0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0732 ***********************************************************************
 FM0732  DESIGNATION -  G 286
 FM0732  PID         -  FM0732
 FM0732  STATE/COUNTY-  NM/HARDING
 FM0732  USGS QUAD   -  BUEYEROS NE (1973)
 FM0732
 FM0732                         *CURRENT SURVEY CONTROL
 FM0732  ___________________________________________________________________
 FM0732* NAD 83(1986)-  35 59 57.     (N)    103 33 30.     (W)     SCALED    
 FM0732* NAVD 88     -      1437.950  (meters)    4717.67   (feet)  ADJUSTED  
 FM0732  ___________________________________________________________________
 FM0732  GEOID HEIGHT-         -21.14  (meters)                     GEOID03
 FM0732  DYNAMIC HT  -        1436.240 (meters)    4712.06  (feet)  COMP
 FM0732  MODELED GRAV-     979,392.6   (mgal)                       NAVD 88
 FM0732
 FM0732  VERT ORDER  -  SECOND    CLASS 0
 FM0732
 FM0732.The horizontal coordinates were scaled from a topographic map and have
 FM0732.an estimated accuracy of +/- 6 seconds.
 FM0732
 FM0732.The orthometric height was determined by differential leveling
 FM0732.and adjusted by the National Geodetic Survey in June 1991..
 FM0732
 FM0732.The geoid height was determined by GEOID03.
 FM0732
 FM0732.The dynamic height is computed by dividing the NAVD 88
 FM0732.geopotential number by the normal gravity value computed on the
 FM0732.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0732.degrees latitude (g = 980.6199 gals.).
 FM0732
 FM0732.The modeled gravity was interpolated from observed gravity values.
 FM0732
 FM0732;                    North         East    Units  Estimated Accuracy
 FM0732;SPC NM E     -   554,700.      234,870.      MT  (+/- 180 meters Scaled)
 FM0732
 FM0732                          SUPERSEDED SURVEY CONTROL
 FM0732
 FM0732  NGVD 29 (??/??/92) 1437.280  (m)         4715.48   (f) ADJ UNCH    2 0
 FM0732
 FM0732.Superseded values are not recommended for survey control.
 FM0732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0732.See file dsdata.txt to determine how the superseded data were derived.
 FM0732
 FM0732_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFV299848(NAD 83)
 FM0732_MARKER: DB = BENCH MARK DISK
 FM0732_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0732_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0732_STAMPING: G 286 1955
 FM0732_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0732+STABILITY: SURFACE MOTION
 FM0732
 FM0732  HISTORY     - Date     Condition        Report By
 FM0732  HISTORY     - 1955     MONUMENTED       CGS
 FM0732
 FM0732                          STATION DESCRIPTION
 FM0732
 FM0732'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 FM0732'7.9 MI E FROM BUEYEROS.
 FM0732'7.9 MILES EAST ALONG STATE HIGHWAY 57 FROM THE POST OFFICE AT
 FM0732'BUEYEROS, 57 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 6.3 FEET
 FM0732'NORTH OF A POWER POLE, 3.2 FEET SOUTH OF A WITNESS POST, SET IN THE
 FM0732'TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 FM0732'NOTE-- STATE HIGHWAY 57 IS NOW STATE HIGHWAY 102.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0572 ***********************************************************************
 FM0572  DESIGNATION -  G 287 RESET
 FM0572  PID         -  FM0572
 FM0572  STATE/COUNTY-  NM/UNION
 FM0572  USGS QUAD   -  HAYDEN (1966)
 FM0572
 FM0572                         *CURRENT SURVEY CONTROL
 FM0572  ___________________________________________________________________
 FM0572* NAD 83(1986)-  35 59 55.     (N)    103 21 53.     (W)     SCALED    
 FM0572* NAVD 88     -      1494.89   (meters)    4904.5    (feet)  RESET     
 FM0572  ___________________________________________________________________
 FM0572  GEOID HEIGHT-         -21.81  (meters)                     GEOID03
 FM0572
 FM0572  VERT ORDER  -  THIRD
 FM0572
 FM0572.The horizontal coordinates were scaled from a topographic map and have
 FM0572.an estimated accuracy of +/- 6 seconds.
 FM0572
 FM0572.The orthometric height was computed from unverified reset data.
 FM0572
 FM0572.The geoid height was determined by GEOID03.
 FM0572
 FM0572;                    North         East    Units  Estimated Accuracy
 FM0572;SPC NM E     -   554,800.      252,330.      MT  (+/- 180 meters Scaled)
 FM0572
 FM0572                          SUPERSEDED SURVEY CONTROL
 FM0572
 FM0572.No superseded survey control is available for this station.
 FM0572
 FM0572_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFV473850(NAD 83)
 FM0572_MARKER: DB = BENCH MARK DISK
 FM0572_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0572_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0572_STAMPING: G 287 RESET 1959
 FM0572_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0572+STABILITY: SURFACE MOTION
 FM0572
 FM0572  HISTORY     - Date     Condition        Report By
 FM0572  HISTORY     - 1959     MONUMENTED       NMHD
 FM0572
 FM0572                          STATION DESCRIPTION
 FM0572
 FM0572'DESCRIBED BY NM HIGHWAY DEPT 1959
 FM0572'0.3 MI W FROM AMISTAD.
 FM0572'ABOUT 0.3 MILE WEST ALONG AN OILED ROAD FROM THE PUBLIC SCHOOL AT
 FM0572'AMISTAD, THENCE 7.1 MILES NORTH ALONG STATE HIGHWAY 18, THENCE 9.0
 FM0572'MILES WEST ALONG STATE HIGHWAY 57 (ALSO KNOWN AS STATE HIGHWAY 102),
 FM0572'0.6 MILES EAST OF THE HARDING AND UNION COUNTY LINE, 86 FEET SOUTH OF
 FM0572'THE CENTERLINE OF THE HIGHWAY, 44 FEET WEST OF THE CENTERLINE OF A
 FM0572'PRIVATE ROAD LEADING SOUTH, 1.0 MILE EAST OF BENCH MARK F 287, AND SET
 FM0572'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE
 FM0572'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0881 ***********************************************************************
 GL0881  DESIGNATION -  G 288
 GL0881  PID         -  GL0881
 GL0881  STATE/COUNTY-  NM/UNION
 GL0881  USGS QUAD   -  GLADSTONE NW (1973)
 GL0881
 GL0881                         *CURRENT SURVEY CONTROL
 GL0881  ___________________________________________________________________
 GL0881* NAD 83(1986)-  36 26 45.     (N)    103 56 09.     (W)     SCALED    
 GL0881* NAVD 88     -      1887.879  (meters)    6193.82   (feet)  ADJUSTED  
 GL0881  ___________________________________________________________________
 GL0881  GEOID HEIGHT-         -19.10  (meters)                     GEOID03
 GL0881  DYNAMIC HT  -        1885.533 (meters)    6186.12  (feet)  COMP
 GL0881  MODELED GRAV-     979,321.0   (mgal)                       NAVD 88
 GL0881
 GL0881  VERT ORDER  -  SECOND    CLASS 0
 GL0881
 GL0881.The horizontal coordinates were scaled from a topographic map and have
 GL0881.an estimated accuracy of +/- 6 seconds.
 GL0881
 GL0881.The orthometric height was determined by differential leveling
 GL0881.and adjusted by the National Geodetic Survey in June 1991..
 GL0881
 GL0881.The geoid height was determined by GEOID03.
 GL0881
 GL0881.The dynamic height is computed by dividing the NAVD 88
 GL0881.geopotential number by the normal gravity value computed on the
 GL0881.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0881.degrees latitude (g = 980.6199 gals.).
 GL0881
 GL0881.The modeled gravity was interpolated from observed gravity values.
 GL0881
 GL0881;                    North         East    Units  Estimated Accuracy
 GL0881;SPC NM E     -   604,060.      200,630.      MT  (+/- 180 meters Scaled)
 GL0881
 GL0881                          SUPERSEDED SURVEY CONTROL
 GL0881
 GL0881  NGVD 29 (??/??/92) 1887.027  (m)         6191.02   (f) ADJ UNCH    2 0
 GL0881
 GL0881.Superseded values are not recommended for survey control.
 GL0881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0881.See file dsdata.txt to determine how the superseded data were derived.
 GL0881
 GL0881_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEA953339(NAD 83)
 GL0881_MARKER: DB = BENCH MARK DISK
 GL0881_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0881_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0881_STAMPING: G 288 1955
 GL0881_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0881+STABILITY: SURFACE MOTION
 GL0881
 GL0881  HISTORY     - Date     Condition        Report By
 GL0881  HISTORY     - 1955     MONUMENTED       CGS
 GL0881  HISTORY     - 1973     GOOD             USGS
 GL0881
 GL0881                          STATION DESCRIPTION
 GL0881
 GL0881'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GL0881'5.6 MI W FROM SOFIA.
 GL0881'2.1 MILES WEST ALONG A GRADED DIRT ROAD FROM THE SCHOOLHOUSE AT SOFIA,
 GL0881'THENCE 3.5 MILES WEST ALONG A TRACK ROAD, 0.3 MILE SOUTHEAST OF THE
 GL0881'SITE OF THE RUINS OF AN OLD STONE FARMHOUSE, 50 FEET SOUTH OF THE
 GL0881'CENTER LINE OF A TRACK ROAD, 2.5 FEET NORTH OF A WITNESS POST, SET IN
 GL0881'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
 GL0881'NOTE-- THE SCHOOL HOUSE AT SOFIA HAS BEEN ABANDONED.  THE STARTING
 GL0881'POINT IS NOW THE CROSSROADS AT SOFIA, WHICH IS 0.4 MILE EAST OF THE
 GL0881'SITE OF THE SCHOOL HOUSE.
 GL0881
 GL0881                          STATION RECOVERY (1973)
 GL0881
 GL0881'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 GL0881'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0891 ***********************************************************************
 GL0891  DESIGNATION -  G 289
 GL0891  PID         -  GL0891
 GL0891  STATE/COUNTY-  NM/UNION
 GL0891  USGS QUAD   -  TRIPOD MOUNTAIN (1973)
 GL0891
 GL0891                         *CURRENT SURVEY CONTROL
 GL0891  ___________________________________________________________________
 GL0891* NAD 83(1986)-  36 25 12.     (N)    103 38 55.     (W)     SCALED    
 GL0891* NAVD 88     -      1798.277  (meters)    5899.85   (feet)  ADJUSTED  
 GL0891  ___________________________________________________________________
 GL0891  GEOID HEIGHT-         -20.05  (meters)                     GEOID03
 GL0891  DYNAMIC HT  -        1796.075 (meters)    5892.62  (feet)  COMP
 GL0891  MODELED GRAV-     979,343.0   (mgal)                       NAVD 88
 GL0891
 GL0891  VERT ORDER  -  SECOND    CLASS 0
 GL0891
 GL0891.The horizontal coordinates were scaled from a topographic map and have
 GL0891.an estimated accuracy of +/- 6 seconds.
 GL0891
 GL0891.The orthometric height was determined by differential leveling
 GL0891.and adjusted by the National Geodetic Survey in June 1991..
 GL0891
 GL0891.The geoid height was determined by GEOID03.
 GL0891
 GL0891.The dynamic height is computed by dividing the NAVD 88
 GL0891.geopotential number by the normal gravity value computed on the
 GL0891.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0891.degrees latitude (g = 980.6199 gals.).
 GL0891
 GL0891.The modeled gravity was interpolated from observed gravity values.
 GL0891
 GL0891;                    North         East    Units  Estimated Accuracy
 GL0891;SPC NM E     -   601,340.      226,400.      MT  (+/- 180 meters Scaled)
 GL0891
 GL0891                          SUPERSEDED SURVEY CONTROL
 GL0891
 GL0891  NGVD 29 (??/??/92) 1797.447  (m)         5897.12   (f) ADJ UNCH    2 0
 GL0891
 GL0891.Superseded values are not recommended for survey control.
 GL0891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0891.See file dsdata.txt to determine how the superseded data were derived.
 GL0891
 GL0891_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA211313(NAD 83)
 GL0891_MARKER: DB = BENCH MARK DISK
 GL0891_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0891_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0891_STAMPING: G 289 1955
 GL0891_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0891+STABILITY: SURFACE MOTION
 GL0891
 GL0891  HISTORY     - Date     Condition        Report By
 GL0891  HISTORY     - 1955     MONUMENTED       CGS
 GL0891
 GL0891                          STATION DESCRIPTION
 GL0891
 GL0891'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GL0891'25.8 MI NE FROM GLADSTONE.
 GL0891'18.5 MILES EAST ALONG STATE HIGHWAY 58 FROM THE POST OFFICE AT
 GL0891'GLADSTONE, THENCE 7.3 MILES NORTH ALONG STATE ROAD 120, 56 FEET EAST
 GL0891'OF THE CENTER LINE OF THE STATE ROAD, 87 FEET SOUTH OF THE CENTER LINE
 GL0891'OF A ROAD LEADING EAST, 80 FEET NORTH OF THE EXTENDED CENTER LINE OF A
 GL0891'ROAD LEADING WEST, 2 FEET WEST OF A FENCE, 2 FEET NORTH OF A WITNESS
 GL0891'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE
 GL0891'THE GROUND.  NOTE-- STATE HIGHWAY 58 HAS BEEN CHANGED TO U.S. HIGHWAY
 GL0891'56.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0006 ***********************************************************************
 FO0006  DESIGNATION -  G 29
 FO0006  PID         -  FO0006
 FO0006  STATE/COUNTY-  NM/SANTA FE
 FO0006  USGS QUAD   -  HORCADO RANCH (1993)
 FO0006
 FO0006                         *CURRENT SURVEY CONTROL
 FO0006  ___________________________________________________________________
 FO0006* NAD 83(1986)-  35 46 27.     (N)    106 06 48.     (W)     SCALED    
 FO0006* NAVD 88     -      1843.520  (meters)    6048.28   (feet)  ADJUSTED  
 FO0006  ___________________________________________________________________
 FO0006  GEOID HEIGHT-         -19.27  (meters)                     GEOID03
 FO0006  DYNAMIC HT  -        1840.984 (meters)    6039.96  (feet)  COMP
 FO0006  MODELED GRAV-     979,192.6   (mgal)                       NAVD 88
 FO0006
 FO0006  VERT ORDER  -  FIRST     CLASS II
 FO0006
 FO0006.The horizontal coordinates were scaled from a topographic map and have
 FO0006.an estimated accuracy of +/- 6 seconds.
 FO0006
 FO0006.The orthometric height was determined by differential leveling
 FO0006.and adjusted by the National Geodetic Survey in June 1991..
 FO0006
 FO0006.The geoid height was determined by GEOID03.
 FO0006
 FO0006.The dynamic height is computed by dividing the NAVD 88
 FO0006.geopotential number by the normal gravity value computed on the
 FO0006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0006.degrees latitude (g = 980.6199 gals.).
 FO0006
 FO0006.The modeled gravity was interpolated from observed gravity values.
 FO0006
 FO0006;                    North         East    Units  Estimated Accuracy
 FO0006;SPC NM C     -   529,470.      512,360.      MT  (+/- 180 meters Scaled)
 FO0006
 FO0006                          SUPERSEDED SURVEY CONTROL
 FO0006
 FO0006  NGVD 29 (??/??/92) 1842.489  (m)         6044.90   (f) ADJ UNCH    1 2
 FO0006
 FO0006.Superseded values are not recommended for survey control.
 FO0006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0006.See file dsdata.txt to determine how the superseded data were derived.
 FO0006
 FO0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV993594(NAD 83)
 FO0006_MARKER: DB = BENCH MARK DISK
 FO0006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FO0006_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FO0006_STAMPING: 6044.899 G 29 1933
 FO0006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO0006+STABILITY: SURFACE MOTION
 FO0006
 FO0006  HISTORY     - Date     Condition        Report By
 FO0006  HISTORY     - 1933     MONUMENTED       CGS
 FO0006  HISTORY     - 1934     GOOD             NGS
 FO0006
 FO0006                          STATION DESCRIPTION
 FO0006
 FO0006'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FO0006'14.9 MI NW FROM SANTA FE.
 FO0006'ABOUT 14.9 MILES NORTHWEST ALONG THE DENVER AND RIO GRANDE WESTERN
 FO0006'RAILROAD FROM SANTA FE, SANTA FE COUNTY, ABOUT 2.8 MILES NORTHWEST OF
 FO0006'JACONA, 9 FEET SOUTHEAST OF MILEPOST 391, AND 42 FEET NORTHEAST OF THE
 FO0006'CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED 6044.899 G 29 1933
 FO0006'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0097 ***********************************************************************
 GM0097  DESIGNATION -  G 290
 GM0097  PID         -  GM0097
 GM0097  STATE/COUNTY-  NM/COLFAX
 GM0097  USGS QUAD   -  INGRAM LAKE (1974)
 GM0097
 GM0097                         *CURRENT SURVEY CONTROL
 GM0097  ___________________________________________________________________
 GM0097* NAD 83(1986)-  36 18 20.     (N)    104 09 04.     (W)     SCALED    
 GM0097* NAVD 88     -      1897.753  (meters)    6226.21   (feet)  ADJUSTED  
 GM0097  ___________________________________________________________________
 GM0097  GEOID HEIGHT-         -18.93  (meters)                     GEOID03
 GM0097  DYNAMIC HT  -        1895.372 (meters)    6218.40  (feet)  COMP
 GM0097  MODELED GRAV-     979,309.5   (mgal)                       NAVD 88
 GM0097
 GM0097  VERT ORDER  -  SECOND    CLASS 0
 GM0097
 GM0097.The horizontal coordinates were scaled from a topographic map and have
 GM0097.an estimated accuracy of +/- 6 seconds.
 GM0097
 GM0097.The orthometric height was determined by differential leveling
 GM0097.and adjusted by the National Geodetic Survey in June 1991..
 GM0097
 GM0097.The geoid height was determined by GEOID03.
 GM0097
 GM0097.The dynamic height is computed by dividing the NAVD 88
 GM0097.geopotential number by the normal gravity value computed on the
 GM0097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GM0097.degrees latitude (g = 980.6199 gals.).
 GM0097
 GM0097.The modeled gravity was interpolated from observed gravity values.
 GM0097
 GM0097;                    North         East    Units  Estimated Accuracy
 GM0097;SPC NM E     -   588,440.      181,370.      MT  (+/- 180 meters Scaled)
 GM0097
 GM0097                          SUPERSEDED SURVEY CONTROL
 GM0097
 GM0097  NGVD 29 (??/??/92) 1896.936  (m)         6223.53   (f) ADJ UNCH    2 0
 GM0097
 GM0097.Superseded values are not recommended for survey control.
 GM0097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0097.See file dsdata.txt to determine how the superseded data were derived.
 GM0097
 GM0097_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEA762181(NAD 83)
 GM0097_MARKER: DB = BENCH MARK DISK
 GM0097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GM0097_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GM0097_STAMPING: G 290 1956
 GM0097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GM0097+STABILITY: SURFACE MOTION
 GM0097
 GM0097  HISTORY     - Date     Condition        Report By
 GM0097  HISTORY     - 1956     MONUMENTED       CGS
 GM0097
 GM0097                          STATION DESCRIPTION
 GM0097
 GM0097'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 GM0097'6.05 MI E FROM ABBOTT.
 GM0097'6.05 MILES EAST ALONG STATE HIGHWAY 58 FROM THE POST OFFICE AT ABBOTT,
 GM0097'82 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 57.7 FEET EAST OF A
 GM0097'FENCE LEADING NORTH, 33 FEET NORTH OF A FENCE, 36 FEET SOUTHEAST OF
 GM0097'THE CENTER LINE OF A TRACK ROAD, 1.8 FEET EAST OF A WITNESS POST, SET
 GM0097'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE
 GM0097'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0154 ***********************************************************************
 FN0154  DESIGNATION -  G 291
 FN0154  PID         -  FN0154
 FN0154  STATE/COUNTY-  NM/SAN MIGUEL
 FN0154  USGS QUAD   -  EL PORVENIR (1961)
 FN0154
 FN0154                         *CURRENT SURVEY CONTROL
 FN0154  ___________________________________________________________________
 FN0154* NAD 83(1986)-  35 41 28.     (N)    105 22 46.     (W)     SCALED    
 FN0154* NAVD 88     -      2209.056  (meters)    7247.54   (feet)  ADJUSTED  
 FN0154  ___________________________________________________________________
 FN0154  GEOID HEIGHT-         -17.99  (meters)                     GEOID03
 FN0154  DYNAMIC HT  -        2205.922 (meters)    7237.26  (feet)  COMP
 FN0154  MODELED GRAV-     979,135.0   (mgal)                       NAVD 88
 FN0154
 FN0154  VERT ORDER  -  SECOND    CLASS 0
 FN0154
 FN0154.The horizontal coordinates were scaled from a topographic map and have
 FN0154.an estimated accuracy of +/- 6 seconds.
 FN0154
 FN0154.The orthometric height was determined by differential leveling
 FN0154.and adjusted by the National Geodetic Survey in June 1991..
 FN0154
 FN0154.The geoid height was determined by GEOID03.
 FN0154
 FN0154.The dynamic height is computed by dividing the NAVD 88
 FN0154.geopotential number by the normal gravity value computed on the
 FN0154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FN0154.degrees latitude (g = 980.6199 gals.).
 FN0154
 FN0154.The modeled gravity was interpolated from observed gravity values.
 FN0154
 FN0154;                    North         East    Units  Estimated Accuracy
 FN0154;SPC NM E     -   520,750.       70,320.      MT  (+/- 180 meters Scaled)
 FN0154
 FN0154                          SUPERSEDED SURVEY CONTROL
 FN0154
 FN0154  NGVD 29 (??/??/92) 2207.997  (m)         7244.07   (f) ADJ UNCH    2 0
 FN0154
 FN0154.Superseded values are not recommended for survey control.
 FN0154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0154.See file dsdata.txt to determine how the superseded data were derived.
 FN0154
 FN0154_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV656497(NAD 83)
 FN0154_MARKER: DB = BENCH MARK DISK
 FN0154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FN0154_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FN0154_STAMPING: G 291 1957
 FN0154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FN0154+STABILITY: SURFACE MOTION
 FN0154
 FN0154  HISTORY     - Date     Condition        Report By
 FN0154  HISTORY     - 1957     MONUMENTED       CGS
 FN0154
 FN0154                          STATION DESCRIPTION
 FN0154
 FN0154'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FN0154'1.8 MI NW FROM GALLINAS.
 FN0154'1.8 MILES NORTHWEST ALONG STATE ROAD 65 FROM THE CATHOLIC CHURCH AT
 FN0154'GALLINAS, AT A JUNCTION WITH A DIRT ROAD LEADING NORTHWEST TO EL
 FN0154'PORVENIR LODGE, 400 FEET SOUTHEAST OF AN ADOBE HOUSE, 105 FEET NORTH
 FN0154'OF A POWER POLE, 58 FEET NORTH OF THE CENTER LINE OF THE STATE ROAD,
 FN0154'28 FEET WEST OF THE CENTER LINE OF THE ROAD LEADING TO EL PORVENIR
 FN0154'LODGE, 15 FEET NORTHEAST OF THE CENTER LINE OF A DRIVEWAY, 1.9 FEET
 FN0154'EAST OF A FENCE, 2.3 FEET SOUTHWEST OF A WITNESS POST, SET IN THE TOP
 FN0154'OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND, IN
 FN0154'SECTION 17, TOWNSHIP 17 NORTH, RANGE 15 EAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1073 ***********************************************************************
 GL1073  DESIGNATION -  G 291
 GL1073  PID         -  GL1073
 GL1073  STATE/COUNTY-  NM/UNION
 GL1073  USGS QUAD   -  LITTLE GRANDE (1972)
 GL1073
 GL1073                         *CURRENT SURVEY CONTROL
 GL1073  ___________________________________________________________________
 GL1073* NAD 83(1986)-  36 39 51.     (N)    103 45 10.     (W)     SCALED    
 GL1073* NAVD 88     -      1942.448  (meters)    6372.85   (feet)  ADJUSTED  
 GL1073  ___________________________________________________________________
 GL1073  GEOID HEIGHT-         -19.50  (meters)                     GEOID03
 GL1073  DYNAMIC HT  -        1940.041 (meters)    6364.95  (feet)  COMP
 GL1073  MODELED GRAV-     979,322.4   (mgal)                       NAVD 88
 GL1073
 GL1073  VERT ORDER  -  FIRST     CLASS II
 GL1073
 GL1073.The horizontal coordinates were scaled from a topographic map and have
 GL1073.an estimated accuracy of +/- 6 seconds.
 GL1073
 GL1073.The orthometric height was determined by differential leveling
 GL1073.and adjusted by the National Geodetic Survey in June 1991..
 GL1073
 GL1073.The geoid height was determined by GEOID03.
 GL1073
 GL1073.The dynamic height is computed by dividing the NAVD 88
 GL1073.geopotential number by the normal gravity value computed on the
 GL1073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL1073.degrees latitude (g = 980.6199 gals.).
 GL1073
 GL1073.The modeled gravity was interpolated from observed gravity values.
 GL1073
 GL1073;                    North         East    Units  Estimated Accuracy
 GL1073;SPC NM E     -   628,370.      216,900.      MT  (+/- 180 meters Scaled)
 GL1073
 GL1073                          SUPERSEDED SURVEY CONTROL
 GL1073
 GL1073  NGVD 29 (??/??/92) 1941.521  (m)         6369.81   (f) ADJ UNCH    1 2
 GL1073
 GL1073.Superseded values are not recommended for survey control.
 GL1073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1073.See file dsdata.txt to determine how the superseded data were derived.
 GL1073
 GL1073_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA114583(NAD 83)
 GL1073_MARKER: DB = BENCH MARK DISK
 GL1073_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL1073_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL1073_STAMPING: G 291 1955
 GL1073_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL1073+STABILITY: SURFACE MOTION
 GL1073
 GL1073  HISTORY     - Date     Condition        Report By
 GL1073  HISTORY     - 1955     MONUMENTED       CGS
 GL1073  HISTORY     - 1973     GOOD             USGS
 GL1073
 GL1073                          STATION DESCRIPTION
 GL1073
 GL1073'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 GL1073'9.3 MI SE FROM GRENVILLE.
 GL1073'GRENVILLE, 9.3 MILES NORTHWEST OF ALONG THE COLORADO AND SOUTHERN
 GL1073'RAILWAY, AT THE SOUTHEAST END OF A SLIGHT CURVE IN THE TRACK, 0.3 MILE
 GL1073'NORTHWEST OF THE CENTER OF A HIGH FILL, 132.5 FEET SOUTHWEST OF THE
 GL1073'SOUTHWEST RAIL, 3.3 FEET SOUTHWEST OF THE RIGHT-OF-WAY FENCE, SET IN
 GL1073'THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE GROUND, A
 GL1073'STANDARD DISK STAMPED G 291 1955.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1239 ***********************************************************************
 GL1239  DESIGNATION -  G 292
 GL1239  PID         -  GL1239
 GL1239  STATE/COUNTY-  NM/UNION
 GL1239  USGS QUAD   -  MALPIE MOUNTAIN (1972)
 GL1239
 GL1239                         *CURRENT SURVEY CONTROL
 GL1239  ___________________________________________________________________
 GL1239* NAD 83(1986)-  36 36 38.     (N)    103 53 21.     (W)     SCALED    
 GL1239* NAVD 88     -      2026.827  (meters)    6649.68   (feet)  ADJUSTED  
 GL1239  ___________________________________________________________________
 GL1239  GEOID HEIGHT-         -19.10  (meters)                     GEOID03
 GL1239  DYNAMIC HT  -        2024.267 (meters)    6641.28  (feet)  COMP
 GL1239  MODELED GRAV-     979,295.5   (mgal)                       NAVD 88
 GL1239
 GL1239  VERT ORDER  -  SECOND    CLASS 0
 GL1239
 GL1239.The horizontal coordinates were scaled from a topographic map and have
 GL1239.an estimated accuracy of +/- 6 seconds.
 GL1239
 GL1239.The orthometric height was determined by differential leveling
 GL1239.and adjusted by the National Geodetic Survey in June 1991..
 GL1239
 GL1239.The geoid height was determined by GEOID03.
 GL1239
 GL1239.The dynamic height is computed by dividing the NAVD 88
 GL1239.geopotential number by the normal gravity value computed on the
 GL1239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL1239.degrees latitude (g = 980.6199 gals.).
 GL1239
 GL1239.The modeled gravity was interpolated from observed gravity values.
 GL1239
 GL1239;                    North         East    Units  Estimated Accuracy
 GL1239;SPC NM E     -   622,350.      204,730.      MT  (+/- 180 meters Scaled)
 GL1239
 GL1239                          SUPERSEDED SURVEY CONTROL
 GL1239
 GL1239  NGVD 29 (??/??/92) 2025.865  (m)         6646.53   (f) ADJ UNCH    2 0
 GL1239
 GL1239.Superseded values are not recommended for survey control.
 GL1239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1239.See file dsdata.txt to determine how the superseded data were derived.
 GL1239
 GL1239_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEA993522(NAD 83)
 GL1239_MARKER: DB = BENCH MARK DISK
 GL1239_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL1239_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL1239_STAMPING: G 292 1955
 GL1239_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL1239+STABILITY: SURFACE MOTION
 GL1239
 GL1239  HISTORY     - Date     Condition        Report By
 GL1239  HISTORY     - 1955     MONUMENTED       CGS
 GL1239
 GL1239                          STATION DESCRIPTION
 GL1239
 GL1239'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GL1239'14.55 MI SE FROM CAPULIN.
 GL1239'3.0 MILES EAST ALONG U.S. HIGHWAYS 64 AND 87 FROM THE POST OFFICE AT
 GL1239'CAPULIN, THENCE 8.45 MILES SOUTH ALONG A GRADED DIRT ROAD, THENCE 3.1
 GL1239'MILES SOUTHEAST ALONG A TRACK ROAD, 0.85 MILE WEST OF A RANCH HOUSE,
 GL1239'0.35 MILE EAST OF THE TOP OF A HILL, 20 FEET SOUTH OF THE CENTER LINE
 GL1239'OF A TRACK ROAD, 3 FEET NORTH OF A FENCE, 3 FEET EAST OF A WITNESS
 GL1239'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE
 GL1239'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0190 ***********************************************************************
 FN0190  DESIGNATION -  G 292
 FN0190  PID         -  FN0190
 FN0190  STATE/COUNTY-  NM/SAN MIGUEL
 FN0190  USGS QUAD   -  SAN GERONIMO (1961)
 FN0190
 FN0190                         *CURRENT SURVEY CONTROL
 FN0190  ___________________________________________________________________
 FN0190* NAD 83(1986)-  35 37 12.     (N)    105 24 32.     (W)     SCALED    
 FN0190* NAVD 88     -      2124.686  (meters)    6970.74   (feet)  ADJUSTED  
 FN0190  ___________________________________________________________________
 FN0190  GEOID HEIGHT-         -18.16  (meters)                     GEOID03
 FN0190  DYNAMIC HT  -        2121.694 (meters)    6960.92  (feet)  COMP
 FN0190  MODELED GRAV-     979,148.8   (mgal)                       NAVD 88
 FN0190
 FN0190  VERT ORDER  -  SECOND    CLASS 0
 FN0190
 FN0190.The horizontal coordinates were scaled from a topographic map and have
 FN0190.an estimated accuracy of +/- 6 seconds.
 FN0190
 FN0190.The orthometric height was determined by differential leveling
 FN0190.and adjusted by the National Geodetic Survey in June 1991..
 FN0190
 FN0190.The geoid height was determined by GEOID03.
 FN0190
 FN0190.The dynamic height is computed by dividing the NAVD 88
 FN0190.geopotential number by the normal gravity value computed on the
 FN0190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FN0190.degrees latitude (g = 980.6199 gals.).
 FN0190
 FN0190.The modeled gravity was interpolated from observed gravity values.
 FN0190
 FN0190;                    North         East    Units  Estimated Accuracy
 FN0190;SPC NM E     -   512,890.       67,570.      MT  (+/- 180 meters Scaled)
 FN0190
 FN0190                          SUPERSEDED SURVEY CONTROL
 FN0190
 FN0190  NGVD 29 (??/??/92) 2123.663  (m)         6967.38   (f) ADJ UNCH    2 0
 FN0190
 FN0190.Superseded values are not recommended for survey control.
 FN0190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0190.See file dsdata.txt to determine how the superseded data were derived.
 FN0190
 FN0190_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV629418(NAD 83)
 FN0190_MARKER: DB = BENCH MARK DISK
 FN0190_SETTING: 66 = SET IN ROCK OUTCROP
 FN0190_SP_SET: SET IN ROCK OUTCROP
 FN0190_STAMPING: G 292 1957
 FN0190_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FN0190+STABILITY: POSITION/ELEVATION WELL
 FN0190
 FN0190  HISTORY     - Date     Condition        Report By
 FN0190  HISTORY     - 1957     MONUMENTED       CGS
 FN0190
 FN0190                          STATION DESCRIPTION
 FN0190
 FN0190'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FN0190'3.6 MI N FROM SAN GERONIMO.
 FN0190'0.1 MILE WEST ALONG A DIRT ROAD FROM THE SCHOOLHOUSE AT SAN GERONIMO,
 FN0190'THENCE 3.5 MILES NORTH ALONG A WINDING DIRT ROAD, 134 FEET SOUTHEAST
 FN0190'OF THE MOST SOUTHERLY ONE OF A GROVE OF COTTONWOOD TREES, 24 FEET WEST
 FN0190'OF THE CENTER LINE OF THE ROAD, ON THE EAST BANK OF A CREEK, 3 FEET
 FN0190'BELOW THE LEVEL OF THE ROAD, FLUSH WITH THE GROUND, SET IN THE TOP OF
 FN0190'A FLAT 2X4 FOOT ROCK OUTCROP, IN SECTION 13, TOWNSHIP 16 NORTH, RANGE
 FN0190'14 EAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1094 ***********************************************************************
 GL1094  DESIGNATION -  G 293
 GL1094  PID         -  GL1094
 GL1094  STATE/COUNTY-  NM/UNION
 GL1094  USGS QUAD   -  CAPULIN (1972)
 GL1094
 GL1094                         *CURRENT SURVEY CONTROL
 GL1094  ___________________________________________________________________
 GL1094* NAD 83(1986)-  36 44 46.     (N)    103 57 12.     (W)     SCALED    
 GL1094* NAVD 88     -      2058.617  (meters)    6753.98   (feet)  ADJUSTED  
 GL1094  ___________________________________________________________________
 GL1094  GEOID HEIGHT-         -18.90  (meters)                     GEOID03
 GL1094  DYNAMIC HT  -        2056.009 (meters)    6745.42  (feet)  COMP
 GL1094  MODELED GRAV-     979,290.3   (mgal)                       NAVD 88
 GL1094
 GL1094  VERT ORDER  -  FIRST     CLASS II
 GL1094
 GL1094.The horizontal coordinates were scaled from a topographic map and have
 GL1094.an estimated accuracy of +/- 6 seconds.
 GL1094
 GL1094.The orthometric height was determined by differential leveling
 GL1094.and adjusted by the National Geodetic Survey in June 1991..
 GL1094
 GL1094.The geoid height was determined by GEOID03.
 GL1094
 GL1094.The dynamic height is computed by dividing the NAVD 88
 GL1094.geopotential number by the normal gravity value computed on the
 GL1094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL1094.degrees latitude (g = 980.6199 gals.).
 GL1094
 GL1094.The modeled gravity was interpolated from observed gravity values.
 GL1094
 GL1094;                    North         East    Units  Estimated Accuracy
 GL1094;SPC NM E     -   637,370.      198,930.      MT  (+/- 180 meters Scaled)
 GL1094
 GL1094                          SUPERSEDED SURVEY CONTROL
 GL1094
 GL1094  NGVD 29 (??/??/92) 2057.608  (m)         6750.67   (f) ADJ UNCH    1 2
 GL1094
 GL1094.Superseded values are not recommended for survey control.
 GL1094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1094.See file dsdata.txt to determine how the superseded data were derived.
 GL1094
 GL1094_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEA934672(NAD 83)
 GL1094_MARKER: DB = BENCH MARK DISK
 GL1094_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GL1094_SP_SET: CULVERT
 GL1094_STAMPING: G 293 1955
 GL1094_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GL1094
 GL1094  HISTORY     - Date     Condition        Report By
 GL1094  HISTORY     - 1955     MONUMENTED       CGS
 GL1094  HISTORY     - 1972     MARK NOT FOUND   USGS
 GL1094
 GL1094                          STATION DESCRIPTION
 GL1094
 GL1094'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GL1094'2.3 MI E FROM CAPULIN.
 GL1094'2.3 MILES EAST ALONG U.S. HIGHWAYS 64 AND 87 FROM THE POST OFFICE AT
 GL1094'CAPULIN, 0.1 MILE WEST OF AN OLD RAILROAD GRADE, 22 FEET SOUTH OF THE
 GL1094'CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF THE WEST END OF THE
 GL1094'SOUTH HEADWALL OF A CONCRETE CULVERT.  NOTE-- HIGHWAYS WERE
 GL1094'RECONSTRUCTED IN 1957.
 GL1094
 GL1094                          STATION RECOVERY (1972)
 GL1094
 GL1094'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 GL1094'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0273 ***********************************************************************
 FN0273  DESIGNATION -  G 293
 FN0273  PID         -  FN0273
 FN0273  STATE/COUNTY-  NM/SAN MIGUEL
 FN0273  USGS QUAD   -  SAN JOSE (1989)
 FN0273
 FN0273                         *CURRENT SURVEY CONTROL
 FN0273  ___________________________________________________________________
 FN0273* NAD 83(1986)-  35 27 51.     (N)    105 29 02.     (W)     SCALED    
 FN0273* NAVD 88     -      1981.365  (meters)    6500.53   (feet)  ADJUSTED  
 FN0273  ___________________________________________________________________
 FN0273  GEOID HEIGHT-         -18.64  (meters)                     GEOID03
 FN0273  DYNAMIC HT  -        1978.623 (meters)    6491.53  (feet)  COMP
 FN0273  MODELED GRAV-     979,178.8   (mgal)                       NAVD 88
 FN0273
 FN0273  VERT ORDER  -  SECOND    CLASS 0
 FN0273
 FN0273.The horizontal coordinates were scaled from a topographic map and have
 FN0273.an estimated accuracy of +/- 6 seconds.
 FN0273
 FN0273.The orthometric height was determined by differential leveling
 FN0273.and adjusted by the National Geodetic Survey in June 1991..
 FN0273
 FN0273.The geoid height was determined by GEOID03.
 FN0273
 FN0273.The dynamic height is computed by dividing the NAVD 88
 FN0273.geopotential number by the normal gravity value computed on the
 FN0273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FN0273.degrees latitude (g = 980.6199 gals.).
 FN0273
 FN0273.The modeled gravity was interpolated from observed gravity values.
 FN0273
 FN0273;                    North         East    Units  Estimated Accuracy
 FN0273;SPC NM E     -   495,680.       60,570.      MT  (+/- 180 meters Scaled)
 FN0273
 FN0273                          SUPERSEDED SURVEY CONTROL
 FN0273
 FN0273  NGVD 29 (??/??/92) 1980.418  (m)         6497.42   (f) ADJ UNCH    2 0
 FN0273
 FN0273.Superseded values are not recommended for survey control.
 FN0273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0273.See file dsdata.txt to determine how the superseded data were derived.
 FN0273
 FN0273_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV560246(NAD 83)
 FN0273_MARKER: DB = BENCH MARK DISK
 FN0273_SETTING: 80 = SET IN A BOULDER
 FN0273_STAMPING: G 293 1957
 FN0273_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FN0273+STABILITY: SURFACE MOTION
 FN0273
 FN0273  HISTORY     - Date     Condition        Report By
 FN0273  HISTORY     - 1937     MONUMENTED       CGS
 FN0273  HISTORY     - 19860401 GOOD             USGS
 FN0273
 FN0273                          STATION DESCRIPTION
 FN0273
 FN0273'DESCRIBED BY COAST AND GEODETIC SURVEY 1937
 FN0273'5.3 MI NE FROM SANDS.
 FN0273'0.1 MILE NORTHEAST ACROSS A PASTURE FROM THE ATCHISON, TOPEKA AND
 FN0273'SANTA FE RAILROAD STATION SIGN AT SANDS, THENCE 0.45 MILE EAST ALONG
 FN0273'U.S. HIGHWAYS 84 AND 85, THENCE 3.05 MILES NORTHEAST ALONG A WINDING
 FN0273'DIRT ROAD, THENCE 0.75 MILE NORTH ALONG THE LEFT FORK OF THE ROAD,
 FN0273'THENCE 0.95 MILE NORTHEAST ALONG A DIM MOUNTAIN ROAD, 70 FEET
 FN0273'SOUTHEAST OF A T FENCE CORNER, AT THE BOUNDARY OF THE SANTA FE
 FN0273'NATIONAL FOREST, 61 FEET SOUTH OF A FENCE, 34 FEET EAST OF THE CENTER
 FN0273'LINE OF THE ROAD, 10 FEET ABOVE THE LEVEL OF THE ROAD, 2.5 FEET ABOVE
 FN0273'THE GROUND, SET IN THE TOP OF A GRANITE BOULDER, IN THE NORTHWEST 1/4
 FN0273'OF SECTION 8, TOWNSHIP 14 NORTH, RANGE 14 EAST.
 FN0273
 FN0273                          STATION RECOVERY (1986)
 FN0273
 FN0273'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986 (DRG)
 FN0273'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1095 ***********************************************************************
 GL1095  DESIGNATION -  G 293 RESET
 GL1095  PID         -  GL1095
 GL1095  STATE/COUNTY-  NM/UNION
 GL1095  USGS QUAD   -  CAPULIN (1972)
 GL1095
 GL1095                         *CURRENT SURVEY CONTROL
 GL1095  ___________________________________________________________________
 GL1095* NAD 83(1986)-  36 44 46.     (N)    103 57 12.     (W)     SCALED    
 GL1095* NAVD 88     -      2057.59   (meters)    6750.6    (feet)  RESET     
 GL1095  ___________________________________________________________________
 GL1095  GEOID HEIGHT-         -18.90  (meters)                     GEOID03
 GL1095
 GL1095  VERT ORDER  -  THIRD
 GL1095
 GL1095.The horizontal coordinates were scaled from a topographic map and have
 GL1095.an estimated accuracy of +/- 6 seconds.
 GL1095
 GL1095.The orthometric height was computed from unverified reset data.
 GL1095
 GL1095.The geoid height was determined by GEOID03.
 GL1095
 GL1095;                    North         East    Units  Estimated Accuracy
 GL1095;SPC NM E     -   637,370.      198,930.      MT  (+/- 180 meters Scaled)
 GL1095
 GL1095                          SUPERSEDED SURVEY CONTROL
 GL1095
 GL1095.No superseded survey control is available for this station.
 GL1095
 GL1095_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEA934672(NAD 83)
 GL1095_MARKER: DB = BENCH MARK DISK
 GL1095_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GL1095_SP_SET: CULVERT
 GL1095_STAMPING: G 293 1955 RESET 1957
 GL1095_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GL1095_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GL1095+SATELLITE: SATELLITE OBSERVATIONS - August 10, 2005
 GL1095
 GL1095  HISTORY     - Date     Condition        Report By
 GL1095  HISTORY     - 1957     MONUMENTED       NMHD
 GL1095  HISTORY     - 20040806 GOOD             USPSQD
 GL1095  HISTORY     - 20050810 GOOD             USPSQD
 GL1095
 GL1095                          STATION DESCRIPTION
 GL1095
 GL1095'DESCRIBED BY NM HIGHWAY DEPT 1957
 GL1095'2.3 MI E FROM CAPULIN.
 GL1095'2.3 MILES EAST ALONG U.S. HIGHWAY 64 AND 87 FROM THE POST OFFICE AT
 GL1095'CAPULIN, 0.1 MILE WEST OF THE OLD ROADBED OF THE ABANDONED ATCHISON,
 GL1095'TOPEKA AND SANTA FE RAILWAY, IN THE SOUTH HEADWALL OF A CONCRETE BOX
 GL1095'CULVERT, 115 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY AND NEAR THE
 GL1095'SOUTH RIGHT-OF-WAY LINE.
 GL1095
 GL1095                          STATION RECOVERY (2004)
 GL1095
 GL1095'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 GL1095'RECOVERED IN GOOD CONDITION.
 GL1095
 GL1095                          STATION RECOVERY (2005)
 GL1095
 GL1095'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 GL1095'FOUND AS DESCRIBED.
 GL1095' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0365 ***********************************************************************
 GM0365  DESIGNATION -  G 294
 GM0365  PID         -  GM0365
 GM0365  STATE/COUNTY-  NM/MORA
 GM0365  USGS QUAD   -  LUCERO (1994)
 GM0365
 GM0365                         *CURRENT SURVEY CONTROL
 GM0365  ___________________________________________________________________
 GM0365* NAD 83(1986)-  36 06 56.     (N)    105 14 15.     (W)     SCALED    
 GM0365* NAVD 88     -      2283.022  (meters)    7490.21   (feet)  ADJUSTED  
 GM0365  ___________________________________________________________________
 GM0365  GEOID HEIGHT-         -17.61  (meters)                     GEOID03
 GM0365  DYNAMIC HT  -        2279.757 (meters)    7479.50  (feet)  COMP
 GM0365  MODELED GRAV-     979,120.9   (mgal)                       NAVD 88
 GM0365
 GM0365  VERT ORDER  -  SECOND    CLASS 0
 GM0365
 GM0365.The horizontal coordinates were scaled from a topographic map and have
 GM0365.an estimated accuracy of +/- 6 seconds.
 GM0365
 GM0365.The orthometric height was determined by differential leveling
 GM0365.and adjusted by the National Geodetic Survey in June 1991..
 GM0365
 GM0365.The geoid height was determined by GEOID03.
 GM0365
 GM0365.The dynamic height is computed by dividing the NAVD 88
 GM0365.geopotential number by the normal gravity value computed on the
 GM0365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GM0365.degrees latitude (g = 980.6199 gals.).
 GM0365
 GM0365.The modeled gravity was interpolated from observed gravity values.
 GM0365
 GM0365;                    North         East    Units  Estimated Accuracy
 GM0365;SPC NM E     -   567,720.       83,600.      MT  (+/- 180 meters Scaled)
 GM0365
 GM0365                          SUPERSEDED SURVEY CONTROL
 GM0365
 GM0365  NGVD 29 (??/??/92) 2281.826  (m)         7486.29   (f) ADJ UNCH    2 0
 GM0365
 GM0365.Superseded values are not recommended for survey control.
 GM0365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0365.See file dsdata.txt to determine how the superseded data were derived.
 GM0365
 GM0365_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV786967(NAD 83)
 GM0365_MARKER: DB = BENCH MARK DISK
 GM0365_SETTING: 66 = SET IN ROCK OUTCROP
 GM0365_SP_SET: ROCK OUTCROP
 GM0365_STAMPING: G 294 1957
 GM0365_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GM0365+STABILITY: POSITION/ELEVATION WELL
 GM0365
 GM0365  HISTORY     - Date     Condition        Report By
 GM0365  HISTORY     - 1957     MONUMENTED       CGS
 GM0365
 GM0365                          STATION DESCRIPTION
 GM0365
 GM0365'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GM0365'11.6 MI NE FROM MORA.
 GM0365'ABOUT 11.6 MILES NORTHEAST ALONG STATE HIGHWAY 38 FROM THE JUNCTION OF
 GM0365'STATE HIGHWAY 3 AT MORA, 0.25 MILE SOUTH OF A SHARP CURVE AROUND THE
 GM0365'EAST SIDE OF A LARGE HILL, 275 FEET EAST OF THE CENTER LINE OF THE
 GM0365'HIGHWAY, 281 FEET SOUTHEAST OF A SINGLE BRACED POWER POLE WITH
 GM0365'TRANSFORMER WHICH IS THE SECOND POLE NORTH OF A POWERLINE CROSSING THE
 GM0365'HIGHWAY, 245 FEET EAST OF THE EAST HIGHWAY RIGHT OF WAY FENCE, 197
 GM0365'FEET NORTH OF A EAST-WEST FENCE LINE, 79 FEET EAST OF A LARGE SQUARE
 GM0365'BOULDER, 60 FEET WEST-SOUTHWEST OF THE CENTER LINE OF A DRY CREEK BED,
 GM0365'AND IN THE TOP OF A SMALL BUT SOLID ROCK OUTCROP WHICH PROJECTS 3
 GM0365'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0248 ***********************************************************************
 GM0248  DESIGNATION -  G 295
 GM0248  PID         -  GM0248
 GM0248  STATE/COUNTY-  NM/COLFAX
 GM0248  USGS QUAD   -  EAGLE NEST (1995)
 GM0248
 GM0248                         *CURRENT SURVEY CONTROL
 GM0248  ___________________________________________________________________
 GM0248* NAD 83(1986)-  36 33 12.     (N)    105 16 04.     (W)     SCALED    
 GM0248* NAVD 88     -      2501.474  (meters)    8206.92   (feet)  ADJUSTED  
 GM0248  ___________________________________________________________________
 GM0248  GEOID HEIGHT-         -16.64  (meters)                     GEOID03
 GM0248  DYNAMIC HT  -        2497.909 (meters)    8195.22  (feet)  COMP
 GM0248  MODELED GRAV-     979,116.5   (mgal)                       NAVD 88
 GM0248
 GM0248  VERT ORDER  -  FIRST     CLASS II
 GM0248
 GM0248.The horizontal coordinates were scaled from a topographic map and have
 GM0248.an estimated accuracy of +/- 6 seconds.
 GM0248
 GM0248.The orthometric height was determined by differential leveling
 GM0248.and adjusted by the National Geodetic Survey in June 1991..
 GM0248
 GM0248.The geoid height was determined by GEOID03.
 GM0248
 GM0248.The dynamic height is computed by dividing the NAVD 88
 GM0248.geopotential number by the normal gravity value computed on the
 GM0248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GM0248.degrees latitude (g = 980.6199 gals.).
 GM0248
 GM0248.The modeled gravity was interpolated from observed gravity values.
 GM0248
 GM0248;                    North         East    Units  Estimated Accuracy
 GM0248;SPC NM E     -   616,320.       81,350.      MT  (+/- 180 meters Scaled)
 GM0248
 GM0248                          SUPERSEDED SURVEY CONTROL
 GM0248
 GM0248  NGVD 29 (??/??/92) 2500.226  (m)         8202.82   (f) ADJ UNCH    1 2
 GM0248
 GM0248.Superseded values are not recommended for survey control.
 GM0248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0248.See file dsdata.txt to determine how the superseded data were derived.
 GM0248
 GM0248_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDA760453(NAD 83)
 GM0248_MARKER: DB = BENCH MARK DISK
 GM0248_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GM0248_SP_SET: BUILDING
 GM0248_STAMPING: G 295 1957
 GM0248_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GM0248
 GM0248  HISTORY     - Date     Condition        Report By
 GM0248  HISTORY     - 1957     MONUMENTED       CGS
 GM0248  HISTORY     - 20040822 MARK NOT FOUND   USPSQD
 GM0248
 GM0248                          STATION DESCRIPTION
 GM0248
 GM0248'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GM0248'0.2 MI W FROM EAGLE NEST.
 GM0248'ABOUT 0.2 MILE WEST ALONG U.S. HIGHWAY 64 FROM THE JUNCTION OF STATE
 GM0248'HIGHWAY 38 AT EAGLE NEST, 26 FEET NORTH OF THE CENTER LINE OF THE
 GM0248'HIGHWAY, IN THE TOP OF THE EAST END OF THE NORTH HEAD WALL OF A
 GM0248'4-CHANNEL CONCRETE CULVERT, 5 FEET SOUTH OF THE SOUTHWEST CORNER OF A
 GM0248'SMALL CONCRETE BUILDING HOUSING A STREAM GAGE AND ABOUT 4 FEET BELOW
 GM0248'THE LEVEL OF THE HIGHWAY.
 GM0248
 GM0248                          STATION RECOVERY (2004)
 GM0248
 GM0248'RECOVERY NOTE BY US POWER SQUADRON 2004 (RPJ)
 GM0248'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0612 ***********************************************************************
 FM0612  DESIGNATION -  G 296
 FM0612  PID         -  FM0612
 FM0612  STATE/COUNTY-  NM/HARDING
 FM0612  USGS QUAD   -  LOGAN NORTH (1989)
 FM0612
 FM0612                         *CURRENT SURVEY CONTROL
 FM0612  ___________________________________________________________________
 FM0612* NAD 83(1992)-  35 27 47.66503(N)    103 29 09.33592(W)     ADJUSTED  
 FM0612* NAVD 88     -      1240.083  (meters)    4068.51   (feet)  ADJUSTED  
 FM0612  ___________________________________________________________________
 FM0612  LAPLACE CORR-          -1.84  (seconds)                    DEFLEC99
 FM0612  GEOID HEIGHT-         -22.87  (meters)                     GEOID03
 FM0612  DYNAMIC HT  -        1238.590 (meters)    4063.61  (feet)  COMP
 FM0612  MODELED GRAV-     979,386.8   (mgal)                       NAVD 88
 FM0612
 FM0612  HORZ ORDER  -  THIRD
 FM0612  VERT ORDER  -  SECOND    CLASS 0
 FM0612
 FM0612.The horizontal coordinates were established by classical geodetic methods
 FM0612.and adjusted by the National Geodetic Survey in December 1993..
 FM0612.No horizontal observational check was made to the station.
 FM0612
 FM0612.The orthometric height was determined by differential leveling
 FM0612.and adjusted by the National Geodetic Survey in June 1991..
 FM0612
 FM0612.The Laplace correction was computed from DEFLEC99 derived deflections.
 FM0612
 FM0612.The geoid height was determined by GEOID03.
 FM0612
 FM0612.The dynamic height is computed by dividing the NAVD 88
 FM0612.geopotential number by the normal gravity value computed on the
 FM0612.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0612.degrees latitude (g = 980.6199 gals.).
 FM0612
 FM0612.The modeled gravity was interpolated from observed gravity values.
 FM0612
 FM0612;                    North         East     Units Scale Factor Converg.
 FM0612;SPC NM E     -   495,297.697   241,913.638   MT  0.99998197   +0 29 30.0
 FM0612;SPC NM E     - 1,624,989.19    793,678.33   sFT  0.99998197   +0 29 30.0
 FM0612;UTM  13      - 3,925,469.919   637,383.810   MT  0.99983260   +0 52 42.9
 FM0612
 FM0612!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FM0612!SPC NM E     -   0.99980898  x   0.99998197  =   0.99979096
 FM0612!UTM  13      -   0.99980898  x   0.99983260  =   0.99964162
 FM0612
 FM0612                          SUPERSEDED SURVEY CONTROL
 FM0612
 FM0612  NAD 83(1986)-  35 27 47.67433(N)    103 29 09.33160(W) AD(       ) 3
 FM0612  NAD 27      -  35 27 47.50060(N)    103 29 07.47420(W) AD(       ) 3
 FM0612  NGVD 29 (??/??/92) 1239.500  (m)         4066.59   (f) ADJ UNCH    2 0
 FM0612
 FM0612.Superseded values are not recommended for survey control.
 FM0612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0612.See file dsdata.txt to determine how the superseded data were derived.
 FM0612
 FM0612_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFV3738425470(NAD 83)
 FM0612_MARKER: DB = BENCH MARK DISK
 FM0612_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0612_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0612_STAMPING: G 296 1957
 FM0612_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0612+STABILITY: SURFACE MOTION
 FM0612
 FM0612  HISTORY     - Date     Condition        Report By
 FM0612  HISTORY     - 1960     MONUMENTED       CGS
 FM0612  HISTORY     - 1960     GOOD             NGS
 FM0612
 FM0612                          STATION DESCRIPTION
 FM0612
 FM0612'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (HWK)
 FM0612'8 MILES NORTHWEST OF LOGAN, ON PROPERTY OWNED BY MR. M.E.
 FM0612'BRACE, 29 FEET WEST OF THE CENTER OF A DIRT ROAD, 5 FEET
 FM0612'SOUTH OF A POWER POLE, 3 FEET NORTH OF A 4 BY 4 WOODEN WITNESS
 FM0612'POST AND 6 INCHES EAST OF A FENCE.
 FM0612'
 FM0612'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 FM0612'MC CULLOUGH 2, DISTANCE BEING 231.50 FEET (70.560 METERS)
 FM0612'NORTH OF STATION MC CULLOUGH 2.  THE MARK IS A STANDARD
 FM0612'U.S. COAST AND GEODETIC SURVEY BENCH MARK DISK STAMPED G 296
 FM0612'1957, IS SET IN A ROUND CONCRETE POST WHICH PROJECTS 1 INCH.
 FM0612
 FM0612                          STATION RECOVERY (1960)
 FM0612
 FM0612'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 FM0612'8 MI NW FROM LOGAN.
 FM0612'8 MILES NORTHWEST OF LOGAN, 29 FEET WEST OF THE CENTER OF A DIRT ROAD,
 FM0612'5 FEET SOUTH OF A POWER POLE, 3 FEET NORTH OF A WOOD WITNESS POST AND
 FM0612'6 INCHES EAST OF A FENCE, ON PROPERTY OWNED BY MR. M.E. BRACE. THE
 FM0612'MARK IS A STANDARD U.S. COAST AND GEODETIC SURVEY BENCH MARK DISK
 FM0612'STAMPED G 296 1957, SET IN A ROUND CONCRETE POST WHICH PROJECTS 1
 FM0612'INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0773 ***********************************************************************
 FM0773  DESIGNATION -  G 297
 FM0773  PID         -  FM0773
 FM0773  STATE/COUNTY-  NM/HARDING
 FM0773  USGS QUAD   -  BUFFALO SPRINGS (1969)
 FM0773
 FM0773                         *CURRENT SURVEY CONTROL
 FM0773  ___________________________________________________________________
 FM0773* NAD 83(1986)-  35 41 30.     (N)    103 44 57.     (W)     SCALED    
 FM0773* NAVD 88     -      1297.298  (meters)    4256.22   (feet)  ADJUSTED  
 FM0773  ___________________________________________________________________
 FM0773  GEOID HEIGHT-         -21.68  (meters)                     GEOID03
 FM0773  DYNAMIC HT  -        1295.740 (meters)    4251.11  (feet)  COMP
 FM0773  MODELED GRAV-     979,387.3   (mgal)                       NAVD 88
 FM0773
 FM0773  VERT ORDER  -  SECOND    CLASS 0
 FM0773
 FM0773.The horizontal coordinates were scaled from a topographic map and have
 FM0773.an estimated accuracy of +/- 6 seconds.
 FM0773
 FM0773.The orthometric height was determined by differential leveling
 FM0773.and adjusted by the National Geodetic Survey in June 1991..
 FM0773
 FM0773.The geoid height was determined by GEOID03.
 FM0773
 FM0773.The dynamic height is computed by dividing the NAVD 88
 FM0773.geopotential number by the normal gravity value computed on the
 FM0773.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0773.degrees latitude (g = 980.6199 gals.).
 FM0773
 FM0773.The modeled gravity was interpolated from observed gravity values.
 FM0773
 FM0773;                    North         East    Units  Estimated Accuracy
 FM0773;SPC NM E     -   520,470.      217,870.      MT  (+/- 180 meters Scaled)
 FM0773
 FM0773                          SUPERSEDED SURVEY CONTROL
 FM0773
 FM0773  NGVD 29 (??/??/92) 1296.672  (m)         4254.16   (f) ADJ UNCH    2 0
 FM0773
 FM0773.Superseded values are not recommended for survey control.
 FM0773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0773.See file dsdata.txt to determine how the superseded data were derived.
 FM0773
 FM0773_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFV131504(NAD 83)
 FM0773_MARKER: DB = BENCH MARK DISK
 FM0773_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0773_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0773_STAMPING: G 297 1957
 FM0773_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0773+STABILITY: SURFACE MOTION
 FM0773
 FM0773  HISTORY     - Date     Condition        Report By
 FM0773  HISTORY     - 1957     MONUMENTED       CGS
 FM0773
 FM0773                          STATION DESCRIPTION
 FM0773
 FM0773'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FM0773'18.5 MI SE FROM MOSQUERO.
 FM0773'ABOUT 18.5 MILES SOUTHEAST ALONG STATE HIGHWAY 39 FROM THE CITY WATER
 FM0773'TANK AT MOSQUERO, IN SECTION 22, T. 17 N., R. 30 E., 0.25 MILE SOUTH
 FM0773'OF AN EAST-WEST FENCE LINE, 72 FEET EAST OF THE CENTER LINE OF THE
 FM0773'HIGHWAY, 261 FEET SOUTH OF THE EAST END OF THE MOST SOUTHERLY OF SIX
 FM0773'36-INCH PIPE CULVERTS, 2 FEET WEST OF THE FENCE, 2 FEET NORTH OF A
 FM0773'WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD AND IN THE TOP OF
 FM0773'A CONCRETE POST WHICH PROJECTS 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0431 ***********************************************************************
 FO0431  DESIGNATION -  G 298
 FO0431  PID         -  FO0431
 FO0431  STATE/COUNTY-  NM/SANDOVAL
 FO0431  USGS QUAD   -  JEMEZ PUEBLO (1969)
 FO0431
 FO0431                         *CURRENT SURVEY CONTROL
 FO0431  ___________________________________________________________________
 FO0431* NAD 83(1986)-  35 35 06.     (N)    106 44 35.     (W)     SCALED    
 FO0431* NAVD 88     -      1686.067  (meters)    5531.70   (feet)  ADJUSTED  
 FO0431  ___________________________________________________________________
 FO0431  GEOID HEIGHT-         -20.24  (meters)                     GEOID03
 FO0431  DYNAMIC HT  -        1683.812 (meters)    5524.31  (feet)  COMP
 FO0431  MODELED GRAV-     979,237.2   (mgal)                       NAVD 88
 FO0431
 FO0431  VERT ORDER  -  SECOND    CLASS 0
 FO0431
 FO0431.The horizontal coordinates were scaled from a topographic map and have
 FO0431.an estimated accuracy of +/- 6 seconds.
 FO0431
 FO0431.The orthometric height was determined by differential leveling
 FO0431.and adjusted by the National Geodetic Survey in June 1991..
 FO0431
 FO0431.The geoid height was determined by GEOID03.
 FO0431
 FO0431.The dynamic height is computed by dividing the NAVD 88
 FO0431.geopotential number by the normal gravity value computed on the
 FO0431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0431.degrees latitude (g = 980.6199 gals.).
 FO0431
 FO0431.The modeled gravity was interpolated from observed gravity values.
 FO0431
 FO0431;                    North         East    Units  Estimated Accuracy
 FO0431;SPC NM C     -   508,580.      455,320.      MT  (+/- 180 meters Scaled)
 FO0431
 FO0431                          SUPERSEDED SURVEY CONTROL
 FO0431
 FO0431  NGVD 29 (??/??/92) 1685.154  (m)         5528.71   (f) ADJ UNCH    2 0
 FO0431
 FO0431.Superseded values are not recommended for survey control.
 FO0431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0431.See file dsdata.txt to determine how the superseded data were derived.
 FO0431
 FO0431_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV420393(NAD 83)
 FO0431_MARKER: DB = BENCH MARK DISK
 FO0431_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FO0431_SP_SET: CULVERT
 FO0431_STAMPING: G 298 1957
 FO0431_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FO0431
 FO0431  HISTORY     - Date     Condition        Report By
 FO0431  HISTORY     - 1957     MONUMENTED       CGS
 FO0431  HISTORY     - 1989     GOOD             USPSQD
 FO0431
 FO0431                          STATION DESCRIPTION
 FO0431
 FO0431'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FO0431'2.35 MI SW FROM JEMEZ.
 FO0431'ABOUT 0.15 MILE EAST ALONG A DIRT ROAD FROM THE SAN DIEGO CATHOLIC
 FO0431'CHURCH AT JEMEZ, THENCE 2.2 MILES SOUTHWEST ALONG STATE HIGHWAY 4,
 FO0431'ALSO 3.1 MILES NORTHEAST ALONG STATE HIGHWAY 4 FROM THE TRIANGLE
 FO0431'TAVERN AT SAN YSIDRO, IN T. 16 N. R. 2 E., AND NEAR THE CENTER OF THE
 FO0431'WEST EDGE OF THE SOUTHWEST QUARTER OF S. 28, 16 FEET EAST OF THE
 FO0431'CENTERLINE OF THE HIGHWAY,LEVEL WITH THE SURFACE OF THE HIGHWAY, SET
 FO0431'IN THE TOP OF THE NORTH END OF THE EAST HEADWALL OF A 4 CHANNEL
 FO0431'CONCRETE CULVERT.
 FO0431
 FO0431                          STATION RECOVERY (1989)
 FO0431
 FO0431'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 FO0431'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0467 ***********************************************************************
 FO0467  DESIGNATION -  G 299
 FO0467  PID         -  FO0467
 FO0467  STATE/COUNTY-  NM/SANDOVAL
 FO0467  USGS QUAD   -  LA VENTANA (1970)
 FO0467
 FO0467                         *CURRENT SURVEY CONTROL
 FO0467  ___________________________________________________________________
 FO0467* NAD 83(1986)-  35 48 18.     (N)    106 57 36.     (W)     SCALED    
 FO0467* NAVD 88     -      2009.737  (meters)    6593.61   (feet)  ADJUSTED  
 FO0467  ___________________________________________________________________
 FO0467  GEOID HEIGHT-         -19.77  (meters)                     GEOID03
 FO0467  DYNAMIC HT  -        2006.948 (meters)    6584.46  (feet)  COMP
 FO0467  MODELED GRAV-     979,173.4   (mgal)                       NAVD 88
 FO0467
 FO0467  VERT ORDER  -  SECOND    CLASS 0
 FO0467
 FO0467.The horizontal coordinates were scaled from a topographic map and have
 FO0467.an estimated accuracy of +/- 6 seconds.
 FO0467
 FO0467.The orthometric height was determined by differential leveling
 FO0467.and adjusted by the National Geodetic Survey in June 1991..
 FO0467
 FO0467.The geoid height was determined by GEOID03.
 FO0467
 FO0467.The dynamic height is computed by dividing the NAVD 88
 FO0467.geopotential number by the normal gravity value computed on the
 FO0467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0467.degrees latitude (g = 980.6199 gals.).
 FO0467
 FO0467.The modeled gravity was interpolated from observed gravity values.
 FO0467
 FO0467;                    North         East    Units  Estimated Accuracy
 FO0467;SPC NM C     -   533,110.      435,830.      MT  (+/- 180 meters Scaled)
 FO0467
 FO0467                          SUPERSEDED SURVEY CONTROL
 FO0467
 FO0467  NGVD 29 (??/??/92) 2008.696  (m)         6590.20   (f) ADJ UNCH    2 0
 FO0467
 FO0467.Superseded values are not recommended for survey control.
 FO0467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0467.See file dsdata.txt to determine how the superseded data were derived.
 FO0467
 FO0467_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV229640(NAD 83)
 FO0467_MARKER: DB = BENCH MARK DISK
 FO0467_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FO0467_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FO0467_STAMPING: G 299 1957
 FO0467_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO0467+STABILITY: SURFACE MOTION
 FO0467
 FO0467  HISTORY     - Date     Condition        Report By
 FO0467  HISTORY     - 1957     MONUMENTED       CGS
 FO0467
 FO0467                          STATION DESCRIPTION
 FO0467
 FO0467'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FO0467'16.05 MI S FROM CUBA.
 FO0467'ABOUT 16.05 MILES SOUTH ALONG STATE HIGHWAY 44 FROM THE BRIDGE OVER
 FO0467'THE RIO PUERCO AT CUBA, ABOUT 0.25 MILE NORTHWEST OF A PROMINENT
 FO0467'RIDGE, ON TOP OF A LOW RIDGE, 99 FEET NORTHEAST OF THE CENTERLINE OF
 FO0467'THE HIGHWAY, 82 FEET WEST-SOUTH WEST OF A POWERLINE POLE, 2 FEET
 FO0467'SOUTHWEST OF A FENCE LINE, 2 FEET NORTHWEST OF A WHITE WOODEN WITNESS
 FO0467'POST, 7 FEET ABOVE THE LEVEL OF THE HIGHWAY, SET IN THE TOP OF A
 FO0467'CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0435 ***********************************************************************
 EO0435  DESIGNATION -  G 3
 EO0435  PID         -  EO0435
 EO0435  STATE/COUNTY-  NM/CURRY
 EO0435  USGS QUAD   -  MELROSE WEST (1973)
 EO0435
 EO0435                         *CURRENT SURVEY CONTROL
 EO0435  ___________________________________________________________________
 EO0435* NAD 83(1986)-  34 25 30.     (N)    103 39 09.     (W)     SCALED    
 EO0435* NAVD 88     -      1332.826  (meters)    4372.78   (feet)  POSTED    
 EO0435  ___________________________________________________________________
 EO0435  GEOID HEIGHT-         -23.21  (meters)                     GEOID03
 EO0435  DYNAMIC HT  -        1331.080 (meters)    4367.05  (feet)  COMP
 EO0435  MODELED GRAV-     979,276.4   (mgal)                       NAVD 88
 EO0435
 EO0435  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 EO0435
 EO0435.The horizontal coordinates were scaled from a topographic map and have
 EO0435.an estimated accuracy of +/- 6 seconds.
 EO0435
 EO0435.The orthometric height was determined by differential leveling
 EO0435.and adjusted by the National Geodetic Survey in 1992..
 EO0435.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 EO0435.rate of 2.1 thru 3.0 mm/km.
 EO0435
 EO0435.The geoid height was determined by GEOID03.
 EO0435
 EO0435.The dynamic height is computed by dividing the NAVD 88
 EO0435.geopotential number by the normal gravity value computed on the
 EO0435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0435.degrees latitude (g = 980.6199 gals.).
 EO0435
 EO0435.The modeled gravity was interpolated from observed gravity values.
 EO0435
 EO0435;                    North         East    Units  Estimated Accuracy
 EO0435;SPC NM E     -   380,010.      227,580.      MT  (+/- 180 meters Scaled)
 EO0435
 EO0435                          SUPERSEDED SURVEY CONTROL
 EO0435
 EO0435  NGVD 29 (??/??/92) 1332.226  (m)         4370.81   (f) ADJ UNCH    1 2
 EO0435
 EO0435.Superseded values are not recommended for survey control.
 EO0435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0435.See file dsdata.txt to determine how the superseded data were derived.
 EO0435
 EO0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFU238101(NAD 83)
 EO0435_MARKER: R = RIVET
 EO0435_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EO0435_SP_SET: ABUTMENT
 EO0435_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EO0435
 EO0435  HISTORY     - Date     Condition        Report By
 EO0435  HISTORY     - UNK      MONUMENTED       CGS
 EO0435  HISTORY     - 1958     GOOD             NGS
 EO0435  HISTORY     - 1982     MARK NOT FOUND   NGS
 EO0435
 EO0435                          STATION DESCRIPTION
 EO0435
 EO0435'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 EO0435'1.35 MI W FROM MELROSE.
 EO0435'ABOUT 1.35 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 EO0435'FROM THE STATION AT MELROSE, 7 TELEPHONE POLES WEST OF MILE POST 682,
 EO0435'5 1/2 FEET NORTH OF THE NEAR RAIL, A COPPER RIVET IN THE TOP OF THE
 EO0435'NORTH END OF THE EAST ABUTMENT OF THE BRIDGE, AND ABOUT 3 FEET BELOW
 EO0435'THE LEVEL OF THE TRACK.
 EO0435
 EO0435                          STATION RECOVERY (1982)
 EO0435
 EO0435'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 EO0435'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1218 ***********************************************************************
 FO1218  DESIGNATION -  G 3
 FO1218  PID         -  FO1218
 FO1218  STATE/COUNTY-  NM/BERNALILLO
 FO1218  USGS QUAD   -  ALBUQUERQUE EAST (1990)
 FO1218
 FO1218                         *CURRENT SURVEY CONTROL
 FO1218  ___________________________________________________________________
 FO1218* NAD 83(1992)-  35 03 29.89086(N)    106 34 40.11485(W)     ADJUSTED  
 FO1218* NAVD 88     -      1618.55   (+/-2cm)    5310.2    (feet)  VERTCON   
 FO1218  ___________________________________________________________________
 FO1218  LAPLACE CORR-           9.55  (seconds)                    DEFLEC99
 FO1218  GEOID HEIGHT-         -20.98  (meters)                     GEOID03
 FO1218
 FO1218  HORZ ORDER  -  SECOND
 FO1218  VERT ORDER  -  THIRD ? (See Below)
 FO1218
 FO1218.The horizontal coordinates were established by classical geodetic methods
 FO1218.and adjusted by the National Geodetic Survey in December 1993..
 FO1218
 FO1218.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1218.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1218.The vertical order pertains to the NGVD 29 superseded value.
 FO1218
 FO1218.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1218
 FO1218.The geoid height was determined by GEOID03.
 FO1218
 FO1218;                    North         East     Units Scale Factor Converg.
 FO1218;SPC NM C     -   450,090.904   470,099.030   MT  0.99991102   -0 11 17.9
 FO1218;SPC NM C     - 1,476,673.24  1,542,316.57   sFT  0.99991102   -0 11 17.9
 FO1218;UTM  13      - 3,880,646.815   356,118.217   MT  0.99985514   -0 54 23.3
 FO1218
 FO1218!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1218!SPC NM C     -   0.99974930  x   0.99991102  =   0.99966034
 FO1218!UTM  13      -   0.99974930  x   0.99985514  =   0.99960447
 FO1218
 FO1218:                Primary Azimuth Mark                     Grid Az
 FO1218:SPC NM C     -  G 2                                      090 55 57.5
 FO1218:UTM  13      -  G 2                                      091 39 02.9
 FO1218
 FO1218|---------------------------------------------------------------------|
 FO1218| PID    Reference Object                     Distance      Geod. Az  |
 FO1218|                                                           dddmmss.s |
 FO1218| FO1197 G 2                                 APPROX. 0.8 KM 0904439.6 |
 FO1218|---------------------------------------------------------------------|
 FO1218
 FO1218                          SUPERSEDED SURVEY CONTROL
 FO1218
 FO1218  NAD 83(1986)-  35 03 29.89655(N)    106 34 40.11594(W) AD(       ) 2
 FO1218  NAD 27      -  35 03 29.72625(N)    106 34 38.03063(W) AD(       ) 2
 FO1218  NGVD 29 (07/19/86) 1617.72   (m)         5307.5    (f) LEVELING    3  
 FO1218
 FO1218.Superseded values are not recommended for survey control.
 FO1218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1218.See file dsdata.txt to determine how the superseded data were derived.
 FO1218
 FO1218_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU5611880647(NAD 83)
 FO1218_MARKER: DD = SURVEY DISK
 FO1218_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FO1218_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FO1218_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO1218+STABILITY: SURFACE MOTION
 FO1218
 FO1218  HISTORY     - Date     Condition        Report By
 FO1218  HISTORY     - 1969     MONUMENTED       NMHD
 FO1218  HISTORY     - 20041219 MARK NOT FOUND   GEOCAC
 FO1218
 FO1218                          STATION DESCRIPTION
 FO1218
 FO1218'DESCRIBED BY NM HIGHWAY DEPT 1969 (SRC)
 FO1218'THE STATION IS LOCATED ON THE WEST SIDE OF THE INTERSECTION
 FO1218'OF GIBSON AND SAN PEDRO ON GIBSON BLVD.
 FO1218'
 FO1218'TO REACH THE STATION FROM THE INTERSECTION OF CENTRAL AND
 FO1218'THE RAILROAD TRACKS (DOWNTOWN ALBUQUERQUE), GO EAST ON CENTRAL
 FO1218'(U.S.-66) FOR APPROXIMATELY 0.60 MILE AND TURN SOUTH ON LOCUST
 FO1218'STREET.  CONTINUE SOUTH ON LOCUST FOR 0.3 MILE AND ENTER
 FO1218'THE RAMP WHICH ENTERS I-25 SOUTH-BOUND.  CONTINUE SOUTH ON
 FO1218'I-25 FOR 1.30 MILE AND THEN TAKE THE MILES ROAD-EAST EXIT.
 FO1218'ENTER MILES ROAD GOING EAST AND TRAVEL EAST FOR 0.47 MILE
 FO1218'AND STAY ON THE MAJOR STREET WHICH CHANGES TO GIBSON BLVD.
 FO1218'GO EAST ON GIBSON FOR APPROXIMATELY 3.0 MILES TO THE
 FO1218'INTERSECTION OF GIBSON AND SAN PEDRO.  THE STATION IS LOCATED ON
 FO1218'THE WEST SIDE OF THIS INTERSECTION AND IS IN THE
 FO1218'CENTER OF THE MEDIAN AND IS APPROXIMATELY 18 FT WEST FROM
 FO1218'THE WEST MEDIAN NOSE.
 FO1218'
 FO1218'THE STATION IS A STANDARD STATE HIGHWAY COMMISSION DISK STAMPED
 FO1218'STA. G-3, AND IS FLUSH WITH THE GROUND.
 FO1218'
 FO1218'FOR THE INFORMATION TO THE STATIONS G-5 AND G-2, SEE THE
 FO1218'TRAVERSE DESCRIPTION SHEET FOR G-5 AND G-2.
 FO1218
 FO1218                          STATION RECOVERY (2004)
 FO1218
 FO1218'RECOVERY NOTE BY GEOCACHING 2004 (BMC)
 FO1218'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0381 ***********************************************************************
 GM0381  DESIGNATION -  G 30
 GM0381  PID         -  GM0381
 GM0381  STATE/COUNTY-  NM/RIO ARRIBA
 GM0381  USGS QUAD   -  VELARDE (1995)
 GM0381
 GM0381                         *CURRENT SURVEY CONTROL
 GM0381  ___________________________________________________________________
 GM0381* NAD 83(1986)-  36 09 48.     (N)    105 58 04.     (W)     SCALED    
 GM0381* NAVD 88     -      1762.314  (meters)    5781.86   (feet)  ADJUSTED  
 GM0381  ___________________________________________________________________
 GM0381  GEOID HEIGHT-         -18.57  (meters)                     GEOID03
 GM0381  DYNAMIC HT  -        1759.966 (meters)    5774.16  (feet)  COMP
 GM0381  MODELED GRAV-     979,238.8   (mgal)                       NAVD 88
 GM0381
 GM0381  VERT ORDER  -  FIRST     CLASS II
 GM0381
 GM0381.The horizontal coordinates were scaled from a topographic map and have
 GM0381.an estimated accuracy of +/- 6 seconds.
 GM0381
 GM0381.The orthometric height was determined by differential leveling
 GM0381.and adjusted by the National Geodetic Survey in June 1991..
 GM0381
 GM0381.The geoid height was determined by GEOID03.
 GM0381
 GM0381.The dynamic height is computed by dividing the NAVD 88
 GM0381.geopotential number by the normal gravity value computed on the
 GM0381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GM0381.degrees latitude (g = 980.6199 gals.).
 GM0381
 GM0381.The modeled gravity was interpolated from observed gravity values.
 GM0381
 GM0381;                    North         East    Units  Estimated Accuracy
 GM0381;SPC NM C     -   572,670.      525,390.      MT  (+/- 180 meters Scaled)
 GM0381
 GM0381                          SUPERSEDED SURVEY CONTROL
 GM0381
 GM0381  NGVD 29 (??/??/92) 1761.287  (m)         5778.49   (f) ADJ UNCH    1 2
 GM0381
 GM0381.Superseded values are not recommended for survey control.
 GM0381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0381.See file dsdata.txt to determine how the superseded data were derived.
 GM0381
 GM0381_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDA129024(NAD 83)
 GM0381_MARKER: DB = BENCH MARK DISK
 GM0381_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GM0381_SP_SET: CULVERT
 GM0381_STAMPING: G 30 1933
 GM0381_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GM0381
 GM0381  HISTORY     - Date     Condition        Report By
 GM0381  HISTORY     - 1933     MONUMENTED       CGS
 GM0381  HISTORY     - 1934     GOOD             NGS
 GM0381
 GM0381                          STATION DESCRIPTION
 GM0381
 GM0381'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GM0381'0.8 MI N FROM VELARDE.
 GM0381'0.2 MILES SOUTH OF VELARDE ALONG U.S. HIGHWAY 64, 18 FEET WEST OF THE
 GM0381'CENTER OF THE HIGHWAY, 94 YARDS SOUTH OF THE INTERSECTION WITH A ROAD
 GM0381'SOUTHWEST TO VELARDE, A STANDARD DISK SET IN THE SOUTH END OF THE WEST
 GM0381'HEADWALL OF 4 X 5 FT. CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0287 ***********************************************************************
 GM0287  DESIGNATION -  G 302 RESET
 GM0287  PID         -  GM0287
 GM0287  STATE/COUNTY-  NM/COLFAX
 GM0287  USGS QUAD   -  RED RIVER PASS (1995)
 GM0287
 GM0287                         *CURRENT SURVEY CONTROL
 GM0287  ___________________________________________________________________
 GM0287* NAD 83(1986)-  36 39 35.     (N)    105 17 18.     (W)     SCALED    
 GM0287* NAVD 88     -      2637.21   (meters)    8652.2    (feet)  RESET     
 GM0287  ___________________________________________________________________
 GM0287  GEOID HEIGHT-         -16.46  (meters)                     GEOID03
 GM0287
 GM0287  VERT ORDER  -  THIRD
 GM0287
 GM0287.The horizontal coordinates were scaled from a topographic map and have
 GM0287.an estimated accuracy of +/- 6 seconds.
 GM0287
 GM0287.The orthometric height was computed from unverified reset data.
 GM0287
 GM0287.The geoid height was determined by GEOID03.
 GM0287
 GM0287;                    North         East    Units  Estimated Accuracy
 GM0287;SPC NM E     -   628,140.       79,620.      MT  (+/- 180 meters Scaled)
 GM0287
 GM0287                          SUPERSEDED SURVEY CONTROL
 GM0287
 GM0287.No superseded survey control is available for this station.
 GM0287
 GM0287_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDA742571(NAD 83)
 GM0287_MARKER: DD = SURVEY DISK
 GM0287_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GM0287_SP_SET: CONCRETE BLOCK
 GM0287_STAMPING: G 302 RESET 1959
 GM0287_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GM0287
 GM0287  HISTORY     - Date     Condition        Report By
 GM0287  HISTORY     - 1959     MONUMENTED       NMHD
 GM0287
 GM0287                          STATION DESCRIPTION
 GM0287
 GM0287'DESCRIBED BY NM HIGHWAY DEPT 1959
 GM0287'6.7 MI N FROM EAGLE NEST.
 GM0287'ABOUT 6.7 MILES NORTH ALONG STATE HIGHWAY 38 FROM ITS JUNCTION WITH U.
 GM0287'S. HIGHWAY 64 AT EAGLE NEST, 0.5 MILE SOUTH OF THE MORENO RANCH
 GM0287'BUILDINGS, ON THE CREST OF A HILL, 71 FEET EAST OF THE CENTERLINE OF
 GM0287'THE HIGHWAY AT STATION 355+12, 4 FEET WEST OF A FENCE LINE, ABOUT 4
 GM0287'FEET ABOVE THE LEVEL OF THE HIGHWAY, AND IN THE TOP OF A SQUARE BLOCK
 GM0287'OF CONCRETE WHICH PROJECTS 3 INCHES ABOVE THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0350 ***********************************************************************
 GM0350  DESIGNATION -  G 303
 GM0350  PID         -  GM0350
 GM0350  STATE/COUNTY-  NM/MORA
 GM0350  USGS QUAD   -  AGUA FRIA PEAK (1994)
 GM0350
 GM0350                         *CURRENT SURVEY CONTROL
 GM0350  ___________________________________________________________________
 GM0350* NAD 83(1986)-  36 15 41.     (N)    105 14 45.     (W)     SCALED    
 GM0350* NAVD 88     -      2631.000  (meters)    8631.87   (feet)  ADJUSTED  
 GM0350  ___________________________________________________________________
 GM0350  GEOID HEIGHT-         -17.14  (meters)                     GEOID03
 GM0350  DYNAMIC HT  -        2627.124 (meters)    8619.16  (feet)  COMP
 GM0350  MODELED GRAV-     979,063.7   (mgal)                       NAVD 88
 GM0350
 GM0350  VERT ORDER  -  SECOND    CLASS 0
 GM0350
 GM0350.The horizontal coordinates were scaled from a topographic map and have
 GM0350.an estimated accuracy of +/- 6 seconds.
 GM0350
 GM0350.The orthometric height was determined by differential leveling
 GM0350.and adjusted by the National Geodetic Survey in June 1991..
 GM0350
 GM0350.The geoid height was determined by GEOID03.
 GM0350
 GM0350.The dynamic height is computed by dividing the NAVD 88
 GM0350.geopotential number by the normal gravity value computed on the
 GM0350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GM0350.degrees latitude (g = 980.6199 gals.).
 GM0350
 GM0350.The modeled gravity was interpolated from observed gravity values.
 GM0350
 GM0350;                    North         East    Units  Estimated Accuracy
 GM0350;SPC NM E     -   583,910.       83,000.      MT  (+/- 180 meters Scaled)
 GM0350
 GM0350                          SUPERSEDED SURVEY CONTROL
 GM0350
 GM0350  NGVD 29 (??/??/92) 2629.700  (m)         8627.61   (f) ADJ UNCH    2 0
 GM0350
 GM0350.Superseded values are not recommended for survey control.
 GM0350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0350.See file dsdata.txt to determine how the superseded data were derived.
 GM0350
 GM0350_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDA779129(NAD 83)
 GM0350_MARKER: DB = BENCH MARK DISK
 GM0350_SETTING: 66 = SET IN ROCK OUTCROP
 GM0350_SP_SET: ROCK OUTCROP
 GM0350_STAMPING: G 303 1957
 GM0350_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GM0350+STABILITY: POSITION/ELEVATION WELL
 GM0350
 GM0350  HISTORY     - Date     Condition        Report By
 GM0350  HISTORY     - 1957     MONUMENTED       CGS
 GM0350
 GM0350                          STATION DESCRIPTION
 GM0350
 GM0350'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GM0350'23.15 MI S FROM EAGLE NEST.
 GM0350'ABOUT 23.15 MILES SOUTH ALONG STATE HIGHWAY 38 FROM THE POST OFFICE AT
 GM0350'EAGLE NEST, 0.15 MILE NORTHWEST OF AN EAST-WEST FENCE LINE, 55 YARDS
 GM0350'SOUTHEAST OF A SADDLE AND THE CREST OF A HILL, 178 FEET NORTHEAST OF
 GM0350'THE CENTER LINE OF THE HIGHWAY, ABOUT 18 FEET ABOVE THE LEVEL OF THE
 GM0350'HIGHWAY AND IN THE TOP OF A ROCK OUTCROP THAT PROJECTS 3 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0365 ***********************************************************************
 CW0365  DESIGNATION -  G 308
 CW0365  PID         -  CW0365
 CW0365  STATE/COUNTY-  NM/OTERO
 CW0365  USGS QUAD   -  VAN WINKLE LAKE (1970)
 CW0365
 CW0365                         *CURRENT SURVEY CONTROL
 CW0365  ___________________________________________________________________
 CW0365* NAD 83(1986)-  32 08 36.     (N)    105 20 14.     (W)     SCALED    
 CW0365* NAVD 88     -      1287.921  (meters)    4225.45   (feet)  POSTED    
 CW0365  ___________________________________________________________________
 CW0365  GEOID HEIGHT-         -22.35  (meters)                     GEOID03
 CW0365  DYNAMIC HT  -        1286.000 (meters)    4219.15  (feet)  COMP
 CW0365  MODELED GRAV-     979,102.1   (mgal)                       NAVD 88
 CW0365
 CW0365  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 CW0365
 CW0365.The horizontal coordinates were scaled from a topographic map and have
 CW0365.an estimated accuracy of +/- 6 seconds.
 CW0365
 CW0365.The orthometric height was determined by differential leveling
 CW0365.and adjusted by the National Geodetic Survey in 1992..
 CW0365.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 CW0365.rate of 0.0 thru 1.0 mm/km.
 CW0365
 CW0365.The geoid height was determined by GEOID03.
 CW0365
 CW0365.The dynamic height is computed by dividing the NAVD 88
 CW0365.geopotential number by the normal gravity value computed on the
 CW0365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0365.degrees latitude (g = 980.6199 gals.).
 CW0365
 CW0365.The modeled gravity was interpolated from observed gravity values.
 CW0365
 CW0365;                    North         East    Units  Estimated Accuracy
 CW0365;SPC NM C     -   127,120.      586,110.      MT  (+/- 180 meters Scaled)
 CW0365
 CW0365                          SUPERSEDED SURVEY CONTROL
 CW0365
 CW0365  NGVD 29 (??/??/92) 1287.373  (m)         4223.66   (f) ADJ UNCH    2 0
 CW0365
 CW0365.Superseded values are not recommended for survey control.
 CW0365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0365.See file dsdata.txt to determine how the superseded data were derived.
 CW0365
 CW0365_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDR681563(NAD 83)
 CW0365_MARKER: DB = BENCH MARK DISK
 CW0365_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CW0365_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CW0365_STAMPING: G 308 1958
 CW0365_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CW0365+STABILITY: SURFACE MOTION
 CW0365
 CW0365  HISTORY     - Date     Condition        Report By
 CW0365  HISTORY     - 1958     MONUMENTED       CGS
 CW0365
 CW0365                          STATION DESCRIPTION
 CW0365
 CW0365'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CW0365'20.4 MI NW FROM DELL CITY, TEXAS.
 CW0365'ABOUT 3.15 MILES NORTH ALONG FARM ROAD 1437 FROM THE POST OFFICE AT
 CW0365'DELL CITY, THENCE 11.5 MILES NORTH ALONG A DIRT ROAD, THENCE 2.7 MILES
 CW0365'NORTHWEST ALONG A DIRT ROAD, THENCE 0.5 MILE SOUTHWEST ALONG A DIRT
 CW0365'ROAD, THENCE 2.55 MILES WEST ALONG A DIRT ROAD, 66 FEET SOUTH OF THE
 CW0365'CENTER LINE OF THE ROAD, ABOUT 0.15 MILE EAST OF SHARP CURVE IN THE
 CW0365'ROAD, 2 FEET NORTH OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH
 CW0365'THE ROAD, AND IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0572 ***********************************************************************
 CW0572  DESIGNATION -  G 309
 CW0572  PID         -  CW0572
 CW0572  STATE/COUNTY-  NM/OTERO
 CW0572  USGS QUAD   -  PIPELINE CANYON (1982)
 CW0572
 CW0572                         *CURRENT SURVEY CONTROL
 CW0572  ___________________________________________________________________
 CW0572* NAD 83(1986)-  32 31 35.     (N)    105 59 39.     (W)     SCALED    
 CW0572* NAVD 88     -      1225.135  (meters)    4019.46   (feet)  POSTED    
 CW0572  ___________________________________________________________________
 CW0572  GEOID HEIGHT-         -22.72  (meters)                     GEOID03
 CW0572  DYNAMIC HT  -        1223.340 (meters)    4013.57  (feet)  COMP
 CW0572  MODELED GRAV-     979,129.2   (mgal)                       NAVD 88
 CW0572
 CW0572  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 CW0572
 CW0572.The horizontal coordinates were scaled from a topographic map and have
 CW0572.an estimated accuracy of +/- 6 seconds.
 CW0572
 CW0572.The orthometric height was determined by differential leveling
 CW0572.and adjusted by the National Geodetic Survey in 1992..
 CW0572.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 CW0572.rate of 0.0 thru 1.0 mm/km.
 CW0572
 CW0572.The geoid height was determined by GEOID03.
 CW0572
 CW0572.The dynamic height is computed by dividing the NAVD 88
 CW0572.geopotential number by the normal gravity value computed on the
 CW0572.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0572.degrees latitude (g = 980.6199 gals.).
 CW0572
 CW0572.The modeled gravity was interpolated from observed gravity values.
 CW0572
 CW0572;                    North         East    Units  Estimated Accuracy
 CW0572;SPC NM C     -   169,260.      524,030.      MT  (+/- 180 meters Scaled)
 CW0572
 CW0572                          SUPERSEDED SURVEY CONTROL
 CW0572
 CW0572  NGVD 29 (??/??/92) 1224.559  (m)         4017.57   (f) ADJ UNCH    2 0
 CW0572
 CW0572.Superseded values are not recommended for survey control.
 CW0572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0572.See file dsdata.txt to determine how the superseded data were derived.
 CW0572
 CW0572_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDR066992(NAD 83)
 CW0572_MARKER: DB = BENCH MARK DISK
 CW0572_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CW0572_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CW0572_STAMPING: G 309 1958
 CW0572_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CW0572+STABILITY: SURFACE MOTION
 CW0572
 CW0572  HISTORY     - Date     Condition        Report By
 CW0572  HISTORY     - 1958     MONUMENTED       CGS
 CW0572
 CW0572                          STATION DESCRIPTION
 CW0572
 CW0572'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CW0572'13.5 MI N FROM OROGRANDE.
 CW0572'ABOUT 11.4 MILES NORTH ALONG U. S. HIGHWAY 54 FROM THE POST OFFICE AT
 CW0572'OROGRANDE, THENCE 2.1 MILES EAST ALONG A DIRT ROAD, 48 FEET NORTH OF
 CW0572'THE CENTER LINE OF THE ROAD, 2 1/2 FEET EAST OF A WHITE WOODEN WITNESS
 CW0572'POST, ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD, AND IN THE TOP OF A
 CW0572'CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0499 ***********************************************************************
 GM0499  DESIGNATION -  G 31
 GM0499  PID         -  GM0499
 GM0499  STATE/COUNTY-  NM/TAOS
 GM0499  USGS QUAD   -  PETACA PEAK (1995)
 GM0499
 GM0499                         *CURRENT SURVEY CONTROL
 GM0499  ___________________________________________________________________
 GM0499* NAD 83(1986)-  36 33 49.     (N)    105 56 29.     (W)     SCALED    
 GM0499* NAVD 88     -      2404.848  (meters)    7889.91   (feet)  ADJUSTED  
 GM0499  ___________________________________________________________________
 GM0499  GEOID HEIGHT-         -17.49  (meters)                     GEOID03
 GM0499  DYNAMIC HT  -        2401.468 (meters)    7878.82  (feet)  COMP
 GM0499  MODELED GRAV-     979,140.0   (mgal)                       NAVD 88
 GM0499
 GM0499  VERT ORDER  -  FIRST     CLASS II
 GM0499
 GM0499.The horizontal coordinates were scaled from a topographic map and have
 GM0499.an estimated accuracy of +/- 6 seconds.
 GM0499
 GM0499.The orthometric height was determined by differential leveling
 GM0499.and adjusted by the National Geodetic Survey in June 1991..
 GM0499
 GM0499.The geoid height was determined by GEOID03.
 GM0499
 GM0499.The dynamic height is computed by dividing the NAVD 88
 GM0499.geopotential number by the normal gravity value computed on the
 GM0499.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GM0499.degrees latitude (g = 980.6199 gals.).
 GM0499
 GM0499.The modeled gravity was interpolated from observed gravity values.
 GM0499
 GM0499;                    North         East    Units  Estimated Accuracy
 GM0499;SPC NM C     -   617,090.      527,620.      MT  (+/- 180 meters Scaled)
 GM0499
 GM0499                          SUPERSEDED SURVEY CONTROL
 GM0499
 GM0499  NGVD 29 (??/??/92) 2403.572  (m)         7885.72   (f) ADJ UNCH    1 2
 GM0499
 GM0499.Superseded values are not recommended for survey control.
 GM0499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0499.See file dsdata.txt to determine how the superseded data were derived.
 GM0499
 GM0499_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDA157468(NAD 83)
 GM0499_MARKER: DB = BENCH MARK DISK
 GM0499_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GM0499_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GM0499_STAMPING: 7885.719 G 31 1933
 GM0499_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GM0499+STABILITY: SURFACE MOTION
 GM0499_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GM0499+SATELLITE: SATELLITE OBSERVATIONS - September 29, 2004
 GM0499
 GM0499  HISTORY     - Date     Condition        Report By
 GM0499  HISTORY     - 1933     MONUMENTED       CGS
 GM0499  HISTORY     - 1963     GOOD             USGS
 GM0499  HISTORY     - 1984     MARK NOT FOUND   NGS
 GM0499  HISTORY     - 20040929 GOOD             GEOCAC
 GM0499
 GM0499                          STATION DESCRIPTION
 GM0499
 GM0499'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 GM0499'7.9 MI SE FROM TRES PIEDRAS.
 GM0499'ABOUT 6.7 MILES SOUTH AND SE ALONG US HWY. 285 FROM THE JCT. OF US
 GM0499'HWY. 285 AND STATE HWY. 111 AT TRES PIEDRAS, THENCE ABOUT 0.4 MILES
 GM0499'EAST ALONG A PRIVATE DRIVEWAY TO TRAIL ROAD NORTH WHICH PARALLELS
 GM0499'ABANDONED RAILROAD GRADE ON THE WEST SIDE OF GRADE, THENCE NORTHWEST
 GM0499'ALONG TRAIL ROAD FOR ABOUT 0.8 MILE TO STATION 46 FT. EAST OF ROAD AND
 GM0499'22 FT. WEST OF ABANDONED RAILROAD GRADE.  A STANDARD DISK, STAMPED
 GM0499'7885.719 G 31 1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 GM0499'ABOUT 6 INCHES ABOVE GROUND.
 GM0499
 GM0499                          STATION RECOVERY (1984)
 GM0499
 GM0499'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GM0499'MARK NOT FOUND.
 GM0499
 GM0499                          STATION RECOVERY (2004)
 GM0499
 GM0499'RECOVERY NOTE BY GEOCACHING 2004 (TWS)
 GM0499'RECOVERED IN GOOD CONDITION.  HANDHELD GPS COORDINATES N36 33 49.5,
 GM0499'W105 56 29.4.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0364 ***********************************************************************
 CV0364  DESIGNATION -  G 310
 CV0364  PID         -  CV0364
 CV0364  STATE/COUNTY-  NM/LEA
 CV0364  USGS QUAD   -  JAL (1979)
 CV0364
 CV0364                         *CURRENT SURVEY CONTROL
 CV0364  ___________________________________________________________________
 CV0364* NAD 83(1986)-  32 07 22.     (N)    103 08 33.     (W)     SCALED    
 CV0364* NAVD 88     -       941.613  (meters)    3089.28   (feet)  ADJUSTED  
 CV0364  ___________________________________________________________________
 CV0364  GEOID HEIGHT-         -23.37  (meters)                     GEOID03
 CV0364  DYNAMIC HT  -         940.300 (meters)    3084.97  (feet)  COMP
 CV0364  MODELED GRAV-     979,212.9   (mgal)                       NAVD 88
 CV0364
 CV0364  VERT ORDER  -  SECOND    CLASS 0
 CV0364
 CV0364.The horizontal coordinates were scaled from a topographic map and have
 CV0364.an estimated accuracy of +/- 6 seconds.
 CV0364
 CV0364.The orthometric height was determined by differential leveling
 CV0364.and adjusted by the National Geodetic Survey in June 1991..
 CV0364
 CV0364.The geoid height was determined by GEOID03.
 CV0364
 CV0364.The dynamic height is computed by dividing the NAVD 88
 CV0364.geopotential number by the normal gravity value computed on the
 CV0364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0364.degrees latitude (g = 980.6199 gals.).
 CV0364
 CV0364.The modeled gravity was interpolated from observed gravity values.
 CV0364
 CV0364;                    North         East    Units  Estimated Accuracy
 CV0364;SPC NM E     -   125,100.      277,370.      MT  (+/- 180 meters Scaled)
 CV0364
 CV0364                          SUPERSEDED SURVEY CONTROL
 CV0364
 CV0364  NGVD 29 (??/??/92)  941.210  (m)         3087.95   (f) ADJ UNCH    2 0
 CV0364
 CV0364.Superseded values are not recommended for survey control.
 CV0364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0364.See file dsdata.txt to determine how the superseded data were derived.
 CV0364
 CV0364_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFR752555(NAD 83)
 CV0364_MARKER: DB = BENCH MARK DISK
 CV0364_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0364_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CV0364_STAMPING: G 310 1958
 CV0364_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CV0364+STABILITY: SURFACE MOTION
 CV0364
 CV0364  HISTORY     - Date     Condition        Report By
 CV0364  HISTORY     - 1958     MONUMENTED       CGS
 CV0364
 CV0364                          STATION DESCRIPTION
 CV0364
 CV0364'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CV0364'3.45 MI E FROM JAL.
 CV0364'ABOUT 0.7 MILE NORTH ALONG THE TEXAS-NEW MEXICO RAILWAY FROM THE
 CV0364'STATION AT JAL, THENCE 2.75 MILES EAST ALONG STATE HIGHWAY 128, 49
 CV0364'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 99 FEET WEST OF THE
 CV0364'CENTER LINE OF A GRAVELED ROAD LEADING SOUTH, 82 FEET WEST OF THE WEST
 CV0364'END OF A CATTLE GUARD, 3 FEET SOUTH OF THE SOUTH RIGHT OF WAY FENCE,
 CV0364'ABOUT LEVEL WITH THE HIGHWAY, AND IN THE TOP OF A CONCRETE POST
 CV0364'PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0349 ***********************************************************************
 CV0349  DESIGNATION -  G 311
 CV0349  PID         -  CV0349
 CV0349  STATE/COUNTY-  NM/LEA
 CV0349  USGS QUAD   -  JAVELINA BASIN (1973)
 CV0349
 CV0349                         *CURRENT SURVEY CONTROL
 CV0349  ___________________________________________________________________
 CV0349* NAD 83(1986)-  32 03 54.     (N)    103 16 14.     (W)     SCALED    
 CV0349* NAVD 88     -       905.614  (meters)    2971.17   (feet)  ADJUSTED  
 CV0349  ___________________________________________________________________
 CV0349  GEOID HEIGHT-         -24.08  (meters)                     GEOID03
 CV0349  DYNAMIC HT  -         904.324 (meters)    2966.94  (feet)  COMP
 CV0349  MODELED GRAV-     979,184.8   (mgal)                       NAVD 88
 CV0349
 CV0349  VERT ORDER  -  SECOND    CLASS 0
 CV0349
 CV0349.The horizontal coordinates were scaled from a topographic map and have
 CV0349.an estimated accuracy of +/- 6 seconds.
 CV0349
 CV0349.The orthometric height was determined by differential leveling
 CV0349.and adjusted by the National Geodetic Survey in June 1991..
 CV0349
 CV0349.The geoid height was determined by GEOID03.
 CV0349
 CV0349.The dynamic height is computed by dividing the NAVD 88
 CV0349.geopotential number by the normal gravity value computed on the
 CV0349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0349.degrees latitude (g = 980.6199 gals.).
 CV0349
 CV0349.The modeled gravity was interpolated from observed gravity values.
 CV0349
 CV0349;                    North         East    Units  Estimated Accuracy
 CV0349;SPC NM E     -   118,570.      265,350.      MT  (+/- 180 meters Scaled)
 CV0349
 CV0349                          SUPERSEDED SURVEY CONTROL
 CV0349
 CV0349  NGVD 29 (??/??/92)  905.190  (m)         2969.78   (f) ADJ UNCH    2 0
 CV0349
 CV0349.Superseded values are not recommended for survey control.
 CV0349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0349.See file dsdata.txt to determine how the superseded data were derived.
 CV0349
 CV0349_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFR632489(NAD 83)
 CV0349_MARKER: DB = BENCH MARK DISK
 CV0349_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0349_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CV0349_STAMPING: G 311 1958
 CV0349_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CV0349+STABILITY: SURFACE MOTION
 CV0349
 CV0349  HISTORY     - Date     Condition        Report By
 CV0349  HISTORY     - 1958     MONUMENTED       CGS
 CV0349
 CV0349                          STATION DESCRIPTION
 CV0349
 CV0349'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CV0349'6.85 MI SW FROM JAL.
 CV0349'ABOUT 0.4 MILE SOUTHWEST ALONG EL PASO DRIVE FROM THE TEXAS-NEW MEXICO
 CV0349'RAILWAY STATION AT JAL, THENCE 3.0 MILES SOUTH ALONG A PAVED ROAD,
 CV0349'THENCE 3.45 MILES WEST ALONG THE EL PASO NATURAL GAS COMPANY PIPELINE
 CV0349'ROAD, 24 FEET NORTH OF THE CENTER LINE OF THE ROAD, ABOUT 0.25 MILE
 CV0349'WEST OF A CATTLE GUARD, IN LINE WITH A ROW OF TELEPHONE POLES, 18 FEET
 CV0349'EAST OF TELEPHONE POLE NUMBER 34, 2 FEET SOUTH OF A WHITE WOODEN
 CV0349'WITNESS POST, ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE ROAD, AND IN THE
 CV0349'TOP OF A CONCRETE POST PROJECTING 9 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0352 ***********************************************************************
 CW0352  DESIGNATION -  G 312
 CW0352  PID         -  CW0352
 CW0352  STATE/COUNTY-  NM/OTERO
 CW0352  USGS QUAD   -  WOODSON CANYON (1963)
 CW0352
 CW0352                         *CURRENT SURVEY CONTROL
 CW0352  ___________________________________________________________________
 CW0352* NAD 83(1986)-  32 47 17.     (N)    105 28 38.     (W)     SCALED    
 CW0352* NAVD 88     -      2115.586  (meters)    6940.89   (feet)  POSTED    
 CW0352  ___________________________________________________________________
 CW0352  GEOID HEIGHT-         -20.29  (meters)                     GEOID03
 CW0352  DYNAMIC HT  -        2112.220 (meters)    6929.84  (feet)  COMP
 CW0352  MODELED GRAV-     978,971.8   (mgal)                       NAVD 88
 CW0352
 CW0352  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 CW0352
 CW0352.The horizontal coordinates were scaled from a topographic map and have
 CW0352.an estimated accuracy of +/- 6 seconds.
 CW0352
 CW0352.The orthometric height was determined by differential leveling
 CW0352.and adjusted by the National Geodetic Survey in 1992..
 CW0352.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 CW0352.rate of 1.1 thru 2.0 mm/km.
 CW0352
 CW0352.The geoid height was determined by GEOID03.
 CW0352
 CW0352.The dynamic height is computed by dividing the NAVD 88
 CW0352.geopotential number by the normal gravity value computed on the
 CW0352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0352.degrees latitude (g = 980.6199 gals.).
 CW0352
 CW0352.The modeled gravity was interpolated from observed gravity values.
 CW0352
 CW0352;                    North         East    Units  Estimated Accuracy
 CW0352;SPC NM C     -   198,510.      572,380.      MT  (+/- 180 meters Scaled)
 CW0352
 CW0352                          SUPERSEDED SURVEY CONTROL
 CW0352
 CW0352  NGVD 29 (??/??/92) 2114.826  (m)         6938.39   (f) ADJ UNCH    2 0
 CW0352
 CW0352.Superseded values are not recommended for survey control.
 CW0352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0352.See file dsdata.txt to determine how the superseded data were derived.
 CW0352
 CW0352_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDS553278(NAD 83)
 CW0352_MARKER: DB = BENCH MARK DISK
 CW0352_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CW0352_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CW0352_STAMPING: G 312 1958
 CW0352_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CW0352+STABILITY: SURFACE MOTION
 CW0352
 CW0352  HISTORY     - Date     Condition        Report By
 CW0352  HISTORY     - 1958     MONUMENTED       CGS
 CW0352  HISTORY     - 1963     GOOD             USGS
 CW0352
 CW0352                          STATION DESCRIPTION
 CW0352
 CW0352'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 CW0352'4.0 MI E FROM WEED.
 CW0352'ABOUT 4.0 MILES EAST OF POST OFFICE AT WEED ON STATE HWY 24.  FROM THE
 CW0352'POST OFFICE AT WEED, GO NORTH 0.2 MILE TO INTERSECTION STATE HIGHWAY
 CW0352'521 TO SACRAMENTO, TURN RIGHT (EAST) FOR 0.5 MILE TO INTERSECTION
 CW0352'STATE HIGHWAY 521 AND STATE HIGHWAY 24 TURN RIGHT (EASTERLY) FOR 3.3
 CW0352'MILES TO DIVIDE BETWEEN AGUA CHIQUITA AND PERK CANYONS. ABOUT 600 FT.
 CW0352'NW OF THE DIVIDE ON STATE HWY 24 ON THE OLD ROAD SCAR AT A SHARP BEND
 CW0352'IN THE OLD GRAVEL ROAD.  60 FT. NW OF WEST PT. OF BEND, 45 FT. WEST OF
 CW0352'CENTER LINE OF THE ROAD.  IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0411 ***********************************************************************
 CW0411  DESIGNATION -  G 313
 CW0411  PID         -  CW0411
 CW0411  STATE/COUNTY-  NM/OTERO
 CW0411  USGS QUAD   -  STONE WELL (1980)
 CW0411
 CW0411                         *CURRENT SURVEY CONTROL
 CW0411  ___________________________________________________________________
 CW0411* NAD 83(1986)-  32 21 00.     (N)    105 38 19.     (W)     SCALED    
 CW0411* NAVD 88     -      1490.618  (meters)    4890.47   (feet)  POSTED    
 CW0411  ___________________________________________________________________
 CW0411  GEOID HEIGHT-         -21.95  (meters)                     GEOID03
 CW0411  DYNAMIC HT  -        1488.370 (meters)    4883.09  (feet)  COMP
 CW0411  MODELED GRAV-     979,075.7   (mgal)                       NAVD 88
 CW0411
 CW0411  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 CW0411
 CW0411.The horizontal coordinates were scaled from a topographic map and have
 CW0411.an estimated accuracy of +/- 6 seconds.
 CW0411
 CW0411.The orthometric height was determined by differential leveling
 CW0411.and adjusted by the National Geodetic Survey in 1992..
 CW0411.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 CW0411.rate of 0.0 thru 1.0 mm/km.
 CW0411
 CW0411.The geoid height was determined by GEOID03.
 CW0411
 CW0411.The dynamic height is computed by dividing the NAVD 88
 CW0411.geopotential number by the normal gravity value computed on the
 CW0411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0411.degrees latitude (g = 980.6199 gals.).
 CW0411
 CW0411.The modeled gravity was interpolated from observed gravity values.
 CW0411
 CW0411;                    North         East    Units  Estimated Accuracy
 CW0411;SPC NM C     -   149,840.      557,550.      MT  (+/- 180 meters Scaled)
 CW0411
 CW0411                          SUPERSEDED SURVEY CONTROL
 CW0411
 CW0411  NGVD 29 (??/??/92) 1490.009  (m)         4888.47   (f) ADJ UNCH    2 0
 CW0411
 CW0411.Superseded values are not recommended for survey control.
 CW0411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0411.See file dsdata.txt to determine how the superseded data were derived.
 CW0411
 CW0411_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDR399794(NAD 83)
 CW0411_MARKER: DB = BENCH MARK DISK
 CW0411_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CW0411_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CW0411_STAMPING: G 313 1958
 CW0411_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CW0411+STABILITY: SURFACE MOTION
 CW0411
 CW0411  HISTORY     - Date     Condition        Report By
 CW0411  HISTORY     - 1958     MONUMENTED       CGS
 CW0411  HISTORY     - 1962     GOOD             PECO
 CW0411
 CW0411                          STATION DESCRIPTION
 CW0411
 CW0411'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CW0411'32.85 MI SW FROM PINON.
 CW0411'ABOUT 0.65 MILE SOUTH ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 CW0411'PINON, THENCE 2.8 MILES WEST ALONG A GRAVELED ROAD, THENCE 1.35 MILES
 CW0411'SOUTH ALONG A GRAVELED ROAD, THENCE 0.2 MILE EAST ALONG A DIRT ROAD,
 CW0411'THENCE 2.65 MILES SOUTH ALONG A DIRT ROAD, THENCE 16.8 MILES SOUTHWEST
 CW0411'ALONG A CANYON ROAD, THENCE 8.4 MILES SOUTH ALONG A DIRT ROAD, 68 FEET
 CW0411'WEST OF THE CENTER LINE OF THE ROAD, 2 FEET EAST OF A WHITE WOODEN
 CW0411'WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD, AND IN THE TOP
 CW0411'OF A CONCRETE POST PROJECTING 6 INCHES.
 CW0411
 CW0411                          STATION RECOVERY (1962)
 CW0411
 CW0411'RECOVERY NOTE BY POHLY EXPLORATION COMPANY 1962
 CW0411'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0328 ***********************************************************************
 CW0328  DESIGNATION -  G 314
 CW0328  PID         -  CW0328
 CW0328  STATE/COUNTY-  NM/OTERO
 CW0328  USGS QUAD   -  PINON (1965)
 CW0328
 CW0328                         *CURRENT SURVEY CONTROL
 CW0328  ___________________________________________________________________
 CW0328* NAD 83(1986)-  32 32 35.     (N)    105 26 20.     (W)     SCALED    
 CW0328* NAVD 88     -      1897.948  (meters)    6226.85   (feet)  POSTED    
 CW0328  ___________________________________________________________________
 CW0328  GEOID HEIGHT-         -21.03  (meters)                     GEOID03
 CW0328  DYNAMIC HT  -        1894.960 (meters)    6217.05  (feet)  COMP
 CW0328  MODELED GRAV-     978,996.0   (mgal)                       NAVD 88
 CW0328
 CW0328  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 CW0328
 CW0328.The horizontal coordinates were scaled from a topographic map and have
 CW0328.an estimated accuracy of +/- 6 seconds.
 CW0328
 CW0328.The orthometric height was determined by differential leveling
 CW0328.and adjusted by the National Geodetic Survey in 1992..
 CW0328.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 CW0328.rate of 1.1 thru 2.0 mm/km.
 CW0328
 CW0328.The geoid height was determined by GEOID03.
 CW0328
 CW0328.The dynamic height is computed by dividing the NAVD 88
 CW0328.geopotential number by the normal gravity value computed on the
 CW0328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0328.degrees latitude (g = 980.6199 gals.).
 CW0328
 CW0328.The modeled gravity was interpolated from observed gravity values.
 CW0328
 CW0328;                    North         East    Units  Estimated Accuracy
 CW0328;SPC NM C     -   171,370.      576,180.      MT  (+/- 180 meters Scaled)
 CW0328
 CW0328                          SUPERSEDED SURVEY CONTROL
 CW0328
 CW0328  NGVD 29 (??/??/92) 1897.220  (m)         6224.46   (f) ADJ UNCH    2 0
 CW0328
 CW0328.Superseded values are not recommended for survey control.
 CW0328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0328.See file dsdata.txt to determine how the superseded data were derived.
 CW0328
 CW0328_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDS587007(NAD 83)
 CW0328_MARKER: DB = BENCH MARK DISK
 CW0328_SETTING: 66 = SET IN ROCK OUTCROP
 CW0328_SP_SET: OUTCROP
 CW0328_STAMPING: G 314 1958
 CW0328_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CW0328+STABILITY: POSITION/ELEVATION WELL
 CW0328
 CW0328  HISTORY     - Date     Condition        Report By
 CW0328  HISTORY     - 1958     MONUMENTED       CGS
 CW0328
 CW0328                          STATION DESCRIPTION
 CW0328
 CW0328'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CW0328'7.65 MI SW FROM PINON.
 CW0328'ABOUT 0.65 MILE SOUTH ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 CW0328'PINON, THENCE 2.8 MILES WEST ALONG A GRAVELED ROAD, THENCE 1.35 MILES
 CW0328'SOUTH ALONG A GRAVELED ROAD, THENCE 0.2 MILE EAST ALONG A GRAVELED
 CW0328'ROAD, THENCE 2.65 MILES SOUTH ALONG A WINDING DIRT ROAD, IN THE TOP OF
 CW0328'A ROCK OUTCROP, 104 FEET WEST OF THE CENTER LINE OF THE ROAD, ABOUT
 CW0328'0.3 MILE NORTH-NORTHWEST OF A RANCH HOUSE, 200 FEET SOUTHWEST OF THE
 CW0328'CENTER OF THE JUNCTION OF A ROAD LEADING SOUTH-SOUTHEAST, AT THE FOOT
 CW0328'OF THE EAST SLOPE OF A ROCKY HILL, AND ABOUT 3 FEET ABOVE THE LEVEL OF
 CW0328'THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0392 ***********************************************************************
 CV0392  DESIGNATION -  G 315
 CV0392  PID         -  CV0392
 CV0392  STATE/COUNTY-  NM/LEA
 CV0392  USGS QUAD   -  PADUCA BREAKS WEST (1973)
 CV0392
 CV0392                         *CURRENT SURVEY CONTROL
 CV0392  ___________________________________________________________________
 CV0392* NAD 83(1986)-  32 03 53.     (N)    103 41 42.     (W)     SCALED    
 CV0392* NAVD 88     -       990.817  (meters)    3250.71   (feet)  ADJUSTED  
 CV0392  ___________________________________________________________________
 CV0392  GEOID HEIGHT-         -25.38  (meters)                     GEOID03
 CV0392  DYNAMIC HT  -         989.346 (meters)    3245.88  (feet)  COMP
 CV0392  MODELED GRAV-     979,122.4   (mgal)                       NAVD 88
 CV0392
 CV0392  VERT ORDER  -  SECOND    CLASS 0
 CV0392
 CV0392.The horizontal coordinates were scaled from a topographic map and have
 CV0392.an estimated accuracy of +/- 6 seconds.
 CV0392
 CV0392.The orthometric height was determined by differential leveling
 CV0392.and adjusted by the National Geodetic Survey in June 1991..
 CV0392
 CV0392.The geoid height was determined by GEOID03.
 CV0392
 CV0392.The dynamic height is computed by dividing the NAVD 88
 CV0392.geopotential number by the normal gravity value computed on the
 CV0392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0392.degrees latitude (g = 980.6199 gals.).
 CV0392
 CV0392.The modeled gravity was interpolated from observed gravity values.
 CV0392
 CV0392;                    North         East    Units  Estimated Accuracy
 CV0392;SPC NM E     -   118,220.      225,270.      MT  (+/- 180 meters Scaled)
 CV0392
 CV0392                          SUPERSEDED SURVEY CONTROL
 CV0392
 CV0392  NGVD 29 (??/??/92)  990.322  (m)         3249.08   (f) ADJ UNCH    2 0
 CV0392
 CV0392.Superseded values are not recommended for survey control.
 CV0392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0392.See file dsdata.txt to determine how the superseded data were derived.
 CV0392
 CV0392_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFR231483(NAD 83)
 CV0392_MARKER: DB = BENCH MARK DISK
 CV0392_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0392_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CV0392_STAMPING: G 315 1958
 CV0392_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CV0392+STABILITY: SURFACE MOTION
 CV0392
 CV0392  HISTORY     - Date     Condition        Report By
 CV0392  HISTORY     - 1958     MONUMENTED       CGS
 CV0392
 CV0392                          STATION DESCRIPTION
 CV0392
 CV0392'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CV0392'31.65 MI W FROM JAL.
 CV0392'ABOUT 0.4 MILE SOUTHWEST ALONG EL PASO DRIVE FROM THE TEXAS-NEW MEXICO
 CV0392'RAILWAY STATION AT JAL, THENCE 3.0 MILES SOUTH ALONG A PAVED ROAD,
 CV0392'THENCE 28.25 MILES WEST ALONG THE EL PASO NATURAL GAS COMPANY PIPELINE
 CV0392'ROAD, ABOUT 31.3 MILES EAST OF THE ATCHISON, TOPEKA AND SANTA FE
 CV0392'RAILWAY STATION AT MALAGA, 38 FEET SOUTH OF THE CENTER LINE OF THE
 CV0392'ROAD, 94 FEET SOUTHEAST OF AND ACROSS THE ROAD FROM TELEPHONE POLE
 CV0392'NUMBER 79, 2 FEET EAST OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT
 CV0392'ABOVE THE LEVEL OF THE ROAD, AND IN THE TOP OF A CONCRETE POST
 CV0392'PROJECTING 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0152 ***********************************************************************
 DR0152  DESIGNATION -  G 316
 DR0152  PID         -  DR0152
 DR0152  STATE/COUNTY-  NM/CHAVES
 DR0152  USGS QUAD   -  BITTER LAKE (1975)
 DR0152
 DR0152                         *CURRENT SURVEY CONTROL
 DR0152  ___________________________________________________________________
 DR0152* NAD 83(1986)-  33 28 56.     (N)    104 28 48.     (W)     SCALED    
 DR0152* NAVD 88     -      1087.039  (meters)    3566.39   (feet)  ADJUSTED  
 DR0152  ___________________________________________________________________
 DR0152  GEOID HEIGHT-         -23.24  (meters)                     GEOID03
 DR0152  DYNAMIC HT  -        1085.568 (meters)    3561.57  (feet)  COMP
 DR0152  MODELED GRAV-     979,247.1   (mgal)                       NAVD 88
 DR0152
 DR0152  VERT ORDER  -  SECOND    CLASS 0
 DR0152
 DR0152.The horizontal coordinates were scaled from a topographic map and have
 DR0152.an estimated accuracy of +/- 6 seconds.
 DR0152
 DR0152.The orthometric height was determined by differential leveling
 DR0152.and adjusted by the National Geodetic Survey in June 1991..
 DR0152
 DR0152.The geoid height was determined by GEOID03.
 DR0152
 DR0152.The dynamic height is computed by dividing the NAVD 88
 DR0152.geopotential number by the normal gravity value computed on the
 DR0152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0152.degrees latitude (g = 980.6199 gals.).
 DR0152
 DR0152.The modeled gravity was interpolated from observed gravity values.
 DR0152
 DR0152;                    North         East    Units  Estimated Accuracy
 DR0152;SPC NM E     -   275,240.      151,370.      MT  (+/- 180 meters Scaled)
 DR0152
 DR0152                          SUPERSEDED SURVEY CONTROL
 DR0152
 DR0152  NGVD 29 (??/??/92) 1086.559  (m)         3564.82   (f) ADJ UNCH    2 0
 DR0152
 DR0152.Superseded values are not recommended for survey control.
 DR0152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0152.See file dsdata.txt to determine how the superseded data were derived.
 DR0152
 DR0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SET483048(NAD 83)
 DR0152_MARKER: DB = BENCH MARK DISK
 DR0152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR0152_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DR0152_STAMPING: G 316 1961
 DR0152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR0152+STABILITY: SURFACE MOTION
 DR0152
 DR0152  HISTORY     - Date     Condition        Report By
 DR0152  HISTORY     - 1961     MONUMENTED       CGS
 DR0152
 DR0152                          STATION DESCRIPTION
 DR0152
 DR0152'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 DR0152'9.05 MI NW FROM ROSWELL.
 DR0152'7.3 MILES NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD FROM
 DR0152'THE STATION AT ROSWELL, THENCE 1 MILE WEST ALONG A GRAVEL ROAD, THENCE
 DR0152'0.75 MILE WEST ALONG A PAVED ROAD, 49 FEET SOUTH OF THE CENTER OF A
 DR0152'PAVED ROAD, 4 FEET NORTHEAST OF A POWER POLE, 2 FEET EAST OF A METAL
 DR0152'WITNESS POST WITH SIGN, 0.8 FEET NORTH OF A FENCE, LEVEL WITH ROAD,
 DR0152'SET IN TOP OF A CYLINDRICAL CONCRETE POST PROJECTING 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0430 ***********************************************************************
 DR0430  DESIGNATION -  G 317
 DR0430  PID         -  DR0430
 DR0430  STATE/COUNTY-  NM/CHAVES
 DR0430  USGS QUAD   -  MARLEY DRAW (1962)
 DR0430
 DR0430                         *CURRENT SURVEY CONTROL
 DR0430  ___________________________________________________________________
 DR0430* NAD 83(1986)-  33 39 26.     (N)    104 33 47.     (W)     SCALED    
 DR0430* NAVD 88     -      1134.835  (meters)    3723.20   (feet)  ADJUSTED  
 DR0430  ___________________________________________________________________
 DR0430  GEOID HEIGHT-         -23.26  (meters)                     GEOID03
 DR0430  DYNAMIC HT  -        1133.295 (meters)    3718.15  (feet)  COMP
 DR0430  MODELED GRAV-     979,241.6   (mgal)                       NAVD 88
 DR0430
 DR0430  VERT ORDER  -  SECOND    CLASS 0
 DR0430
 DR0430.The horizontal coordinates were scaled from a topographic map and have
 DR0430.an estimated accuracy of +/- 6 seconds.
 DR0430
 DR0430.The orthometric height was determined by differential leveling
 DR0430.and adjusted by the National Geodetic Survey in June 1991..
 DR0430
 DR0430.The geoid height was determined by GEOID03.
 DR0430
 DR0430.The dynamic height is computed by dividing the NAVD 88
 DR0430.geopotential number by the normal gravity value computed on the
 DR0430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0430.degrees latitude (g = 980.6199 gals.).
 DR0430
 DR0430.The modeled gravity was interpolated from observed gravity values.
 DR0430
 DR0430;                    North         East    Units  Estimated Accuracy
 DR0430;SPC NM E     -   294,660.      143,690.      MT  (+/- 180 meters Scaled)
 DR0430
 DR0430                          SUPERSEDED SURVEY CONTROL
 DR0430
 DR0430  NGVD 29 (??/??/92) 1134.326  (m)         3721.53   (f) ADJ UNCH    2 0
 DR0430
 DR0430.Superseded values are not recommended for survey control.
 DR0430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0430.See file dsdata.txt to determine how the superseded data were derived.
 DR0430
 DR0430_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SET405242(NAD 83)
 DR0430_MARKER: DB = BENCH MARK DISK
 DR0430_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR0430_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DR0430_STAMPING: G 317 1961
 DR0430_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR0430+STABILITY: SURFACE MOTION
 DR0430_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR0430+SATELLITE: SATELLITE OBSERVATIONS - June 18, 2004
 DR0430
 DR0430  HISTORY     - Date     Condition        Report By
 DR0430  HISTORY     - 1961     MONUMENTED       CGS
 DR0430  HISTORY     - 20040618 GOOD             NGS
 DR0430
 DR0430                          STATION DESCRIPTION
 DR0430
 DR0430'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 DR0430'18.0 MI NW FROM ROSWELL.
 DR0430'18.0 MILES NORTHWEST ALONG U.S. HIGHWAY 285 FROM THE COURTHOUSE AT
 DR0430'ROSWELL, 101 FEET WEST OF CENTERLINE OF HIGHWAY, 17.4 FEET SOUTH OF
 DR0430'THE CENTER OF A GATE, 7 FEET EAST OF A FENCE, 2.5 FEET SOUTH OF A
 DR0430'METAL WITNESS POST WITH SIGN, 1 FOOT BELOW THE LEVEL OF THE HIGHWAY,
 DR0430'SET IN A CYLINDRICAL CONCRETE POST PROJECTING 11 INCHES.
 DR0430
 DR0430                          STATION RECOVERY (2004)
 DR0430
 DR0430'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (DW)
 DR0430'MEASURED TO BE 19.0 MI NORTH OF COURTHOUSE IN ROSWELL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0271 ***********************************************************************
 CX0271  DESIGNATION -  G 318
 CX0271  PID         -  CX0271
 CX0271  STATE/COUNTY-  NM/OTERO
 CX0271  USGS QUAD   -  TRES HERMANOS SW (1982)
 CX0271
 CX0271                         *CURRENT SURVEY CONTROL
 CX0271  ___________________________________________________________________
 CX0271* NAD 83(1986)-  32 30 56.     (N)    106 08 27.     (W)     SCALED    
 CX0271* NAVD 88     -      1247.086  (meters)    4091.48   (feet)  ADJUSTED  
 CX0271  ___________________________________________________________________
 CX0271  GEOID HEIGHT-         -23.10  (meters)                     GEOID03
 CX0271  DYNAMIC HT  -        1245.253 (meters)    4085.47  (feet)  COMP
 CX0271  MODELED GRAV-     979,125.6   (mgal)                       NAVD 88
 CX0271
 CX0271  VERT ORDER  -  FIRST     CLASS II
 CX0271
 CX0271.The horizontal coordinates were scaled from a topographic map and have
 CX0271.an estimated accuracy of +/- 6 seconds.
 CX0271
 CX0271.The orthometric height was determined by differential leveling
 CX0271.and adjusted by the National Geodetic Survey in June 1991..
 CX0271
 CX0271.The geoid height was determined by GEOID03.
 CX0271
 CX0271.The dynamic height is computed by dividing the NAVD 88
 CX0271.geopotential number by the normal gravity value computed on the
 CX0271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0271.degrees latitude (g = 980.6199 gals.).
 CX0271
 CX0271.The modeled gravity was interpolated from observed gravity values.
 CX0271
 CX0271;                    North         East    Units  Estimated Accuracy
 CX0271;SPC NM C     -   168,040.      510,260.      MT  (+/- 180 meters Scaled)
 CX0271
 CX0271                          SUPERSEDED SURVEY CONTROL
 CX0271
 CX0271  NGVD 29 (??/??/92) 1246.507  (m)         4089.58   (f) ADJ UNCH    1 2
 CX0271
 CX0271.Superseded values are not recommended for survey control.
 CX0271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0271.See file dsdata.txt to determine how the superseded data were derived.
 CX0271
 CX0271_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR928981(NAD 83)
 CX0271_MARKER: DB = BENCH MARK DISK
 CX0271_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CX0271_SP_SET: MONUMENT
 CX0271_STAMPING: G 318
 CX0271_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX0271
 CX0271  HISTORY     - Date     Condition        Report By
 CX0271  HISTORY     - UNK      MONUMENTED       CGS
 CX0271  HISTORY     - 1965     GOOD             NGS
 CX0271
 CX0271                          STATION DESCRIPTION
 CX0271
 CX0271'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 CX0271'10.3 MI NW FROM OROGRANDE.
 CX0271'0.4 MILE WEST FROM THE SOUTHERN PACIFIC RAILROAD STATION IN OROGRANDE
 CX0271'TO U.S. HIGHWAY 54, THENCE 0.5 MILE SOUTHEAST ALONG U.S. HIGHWAY 54 TO
 CX0271'WSMR ROUTE NO. 2, THENCE 4.35 MILES NORTHWEST ALONG WSMR ROUTE NO. 2
 CX0271'TO THE EAST GUARD GATE TO WSMR, PASS THROUGH GUARD GATE AND CONTINUE
 CX0271'WEST 0.15 MILE TO WSMR ROUTE NO. 252, THENCE 7.55 MILES NORTH ALONG
 CX0271'WSMR ROUTE NO. 252, 53 FEET EAST OF THE CENTERLINE OF WSMR ROUTE NO.
 CX0271'252, 4 FEET EAST OF A METAL WITNESS SIGN, SET IN THE TOP OF A 12 INCH
 CX0271'SQUARE CONCRETE MONUMENT WHICH PROJECTS 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0740 ***********************************************************************
 DS0740  DESIGNATION -  G 319
 DS0740  PID         -  DS0740
 DS0740  STATE/COUNTY-  NM/SOCORRO
 DS0740  USGS QUAD   -  FOSTER WELL (1981)
 DS0740
 DS0740                         *CURRENT SURVEY CONTROL
 DS0740  ___________________________________________________________________
 DS0740* NAD 83(1986)-  33 34 32.     (N)    106 31 01.     (W)     SCALED    
 DS0740* NAVD 88     -      1453.908  (meters)    4770.03   (feet)  ADJUSTED  
 DS0740  ___________________________________________________________________
 DS0740  GEOID HEIGHT-         -22.24  (meters)                     GEOID03
 DS0740  DYNAMIC HT  -        1451.806 (meters)    4763.13  (feet)  COMP
 DS0740  MODELED GRAV-     979,140.7   (mgal)                       NAVD 88
 DS0740
 DS0740  VERT ORDER  -  SECOND    CLASS 0
 DS0740
 DS0740.The horizontal coordinates were scaled from a topographic map and have
 DS0740.an estimated accuracy of +/- 6 seconds.
 DS0740
 DS0740.The orthometric height was determined by differential leveling
 DS0740.and adjusted by the National Geodetic Survey in June 1991..
 DS0740
 DS0740.The geoid height was determined by GEOID03.
 DS0740
 DS0740.The dynamic height is computed by dividing the NAVD 88
 DS0740.geopotential number by the normal gravity value computed on the
 DS0740.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0740.degrees latitude (g = 980.6199 gals.).
 DS0740
 DS0740.The modeled gravity was interpolated from observed gravity values.
 DS0740
 DS0740;                    North         East    Units  Estimated Accuracy
 DS0740;SPC NM C     -   285,610.      475,220.      MT  (+/- 180 meters Scaled)
 DS0740
 DS0740                          SUPERSEDED SURVEY CONTROL
 DS0740
 DS0740  NGVD 29 (??/??/92) 1453.231  (m)         4767.81   (f) ADJ UNCH    2 0
 DS0740
 DS0740.Superseded values are not recommended for survey control.
 DS0740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0740.See file dsdata.txt to determine how the superseded data were derived.
 DS0740
 DS0740_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT592161(NAD 83)
 DS0740_MARKER: DB = BENCH MARK DISK
 DS0740_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0740_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0740_STAMPING: G 319 1966
 DS0740_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0740+STABILITY: SURFACE MOTION
 DS0740
 DS0740  HISTORY     - Date     Condition        Report By
 DS0740  HISTORY     - 1966     MONUMENTED       CGS
 DS0740
 DS0740                          STATION DESCRIPTION
 DS0740
 DS0740'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 DS0740'19.0 MI SE FROM STALLION RANGE CENTER.
 DS0740'ABOUT 16.8 MILES SOUTHEAST ALONG WHITE SANDS MISSILE RANGE ROUTE 7
 DS0740'FROM THE HEADQUARTERS BUILDING AT STALLION RANGE CENTER, THENCE 2.2
 DS0740'MILES SOUTHWEST ALONG WHITE SANDS MISSILE RANGE ROUTE 13, IN S 34, T 8
 DS0740'S, R 4 E, 75 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 3 FEET
 DS0740'SOUTHWEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET
 DS0740'IN THE TOP OF A CONCRETE POST PROJECTING 12 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0140 ***********************************************************************
 FP0140  DESIGNATION -  G 32
 FP0140  PID         -  FP0140
 FP0140  STATE/COUNTY-  NM/MCKINLEY
 FP0140  USGS QUAD   -  TSE BONITA SCHOOL (1979)
 FP0140
 FP0140                         *CURRENT SURVEY CONTROL
 FP0140  ___________________________________________________________________
 FP0140* NAD 83(1986)-  35 37 36.     (N)    108 56 00.     (W)     SCALED    
 FP0140* NAVD 88     -      2069.961  (meters)    6791.20   (feet)  ADJUSTED  
 FP0140  ___________________________________________________________________
 FP0140  GEOID HEIGHT-         -21.09  (meters)                     GEOID03
 FP0140  DYNAMIC HT  -        2067.042 (meters)    6781.62  (feet)  COMP
 FP0140  MODELED GRAV-     979,149.1   (mgal)                       NAVD 88
 FP0140
 FP0140  VERT ORDER  -  FIRST     CLASS II
 FP0140
 FP0140.The horizontal coordinates were scaled from a topographic map and have
 FP0140.an estimated accuracy of +/- 6 seconds.
 FP0140
 FP0140.The orthometric height was determined by differential leveling
 FP0140.and adjusted by the National Geodetic Survey in June 1991..
 FP0140
 FP0140.The geoid height was determined by GEOID03.
 FP0140
 FP0140.The dynamic height is computed by dividing the NAVD 88
 FP0140.geopotential number by the normal gravity value computed on the
 FP0140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0140.degrees latitude (g = 980.6199 gals.).
 FP0140
 FP0140.The modeled gravity was interpolated from observed gravity values.
 FP0140
 FP0140;                    North         East    Units  Estimated Accuracy
 FP0140;SPC NM W     -   513,660.      730,360.      MT  (+/- 180 meters Scaled)
 FP0140
 FP0140                          SUPERSEDED SURVEY CONTROL
 FP0140
 FP0140  NGVD 29 (??/??/92) 2068.966  (m)         6787.93   (f) ADJ UNCH    1 2
 FP0140
 FP0140.Superseded values are not recommended for survey control.
 FP0140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0140.See file dsdata.txt to determine how the superseded data were derived.
 FP0140
 FP0140_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXE871445(NAD 83)
 FP0140_MARKER: DB = BENCH MARK DISK
 FP0140_SETTING: 66 = SET IN ROCK OUTCROP
 FP0140_SP_SET: OUTCROP
 FP0140_STAMPING: G-32 1933
 FP0140_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FP0140+STABILITY: POSITION/ELEVATION WELL
 FP0140
 FP0140  HISTORY     - Date     Condition        Report By
 FP0140  HISTORY     - 1933     MONUMENTED       CGS
 FP0140  HISTORY     - 1963     GOOD             USGS
 FP0140
 FP0140                          STATION DESCRIPTION
 FP0140
 FP0140'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 FP0140'8.3 MI N FROM GALLUP.
 FP0140'8.3 MILES N FROM P.O. AT GALLUP TO JCT. OF 666 AND STATE HIGHWAY 68
 FP0140'THEN 8.8 MILES W ALONG 68 THEN 150 FEET S OF CENTERLINE OF HIGHWAY BM
 FP0140'IS 30 FEET NORTHWEST OF THE CENTER LINE OF THE ABANDONED ROAD, 28 FEET
 FP0140'EAST OF A TELEPHONE POLE.  A STANDARD DISK SET IN THE TOP OF A
 FP0140'SANDSTONE OUTCROP ABOUT 3 FEET IN DIAMETER AND ABOUT 1 FOOT ABOVE THE
 FP0140'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0228 ***********************************************************************
 DS0228  DESIGNATION -  G 320
 DS0228  PID         -  DS0228
 DS0228  STATE/COUNTY-  NM/LINCOLN
 DS0228  USGS QUAD   -  BULL GAP SW (1981)
 DS0228
 DS0228                         *CURRENT SURVEY CONTROL
 DS0228  ___________________________________________________________________
 DS0228* NAD 83(1986)-  33 36 41.     (N)    106 13 08.     (W)     SCALED    
 DS0228* NAVD 88     -      1556.890  (meters)    5107.90   (feet)  ADJUSTED  
 DS0228  ___________________________________________________________________
 DS0228  GEOID HEIGHT-         -21.47  (meters)                     GEOID03
 DS0228  DYNAMIC HT  -        1554.622 (meters)    5100.46  (feet)  COMP
 DS0228  MODELED GRAV-     979,125.3   (mgal)                       NAVD 88
 DS0228
 DS0228  VERT ORDER  -  SECOND    CLASS 0
 DS0228
 DS0228.The horizontal coordinates were scaled from a topographic map and have
 DS0228.an estimated accuracy of +/- 6 seconds.
 DS0228
 DS0228.The orthometric height was determined by differential leveling
 DS0228.and adjusted by the National Geodetic Survey in June 1991..
 DS0228
 DS0228.The geoid height was determined by GEOID03.
 DS0228
 DS0228.The dynamic height is computed by dividing the NAVD 88
 DS0228.geopotential number by the normal gravity value computed on the
 DS0228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0228.degrees latitude (g = 980.6199 gals.).
 DS0228
 DS0228.The modeled gravity was interpolated from observed gravity values.
 DS0228
 DS0228;                    North         East    Units  Estimated Accuracy
 DS0228;SPC NM C     -   289,550.      502,890.      MT  (+/- 180 meters Scaled)
 DS0228
 DS0228                          SUPERSEDED SURVEY CONTROL
 DS0228
 DS0228  NGVD 29 (??/??/92) 1556.182  (m)         5105.57   (f) ADJ UNCH    2 0
 DS0228
 DS0228.Superseded values are not recommended for survey control.
 DS0228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0228.See file dsdata.txt to determine how the superseded data were derived.
 DS0228
 DS0228_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT869197(NAD 83)
 DS0228_MARKER: DB = BENCH MARK DISK
 DS0228_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0228_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0228_STAMPING: G 320 1968
 DS0228_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0228+STABILITY: SURFACE MOTION
 DS0228
 DS0228  HISTORY     - Date     Condition        Report By
 DS0228  HISTORY     - 1968     MONUMENTED       CGS
 DS0228  HISTORY     - 1969     GOOD             NGS
 DS0228
 DS0228                          STATION DESCRIPTION
 DS0228
 DS0228'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 DS0228'15.65 MI NW FROM OSCURO.
 DS0228'ABOUT 7.75 MILES NORTHWEST ALONG WHITE SANDS MISSILE RANGE ROUTE 12
 DS0228'FROM THE STORE AT OSCURO, THENCE 7.9 MILES NORTHWEST ALONG WHITE SANDS
 DS0228'MISSILE RANGE ROUTE 9, 0.15 MILE SOUTHEAST OF A CURVE SIGN FOR THE
 DS0228'ROUTE, 85 FEET SOUTHWEST OF THE CENTER LINE OF THE ROUTE, 2.7 FEET
 DS0228'NORTHWEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROUTE, AND SET
 DS0228'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 10 INCHES ABOVE THE
 DS0228'SURFACE OF THE GROUND.  SEC 16, T 8S, R 7E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0332 ***********************************************************************
 CX0332  DESIGNATION -  G 321
 CX0332  PID         -  CX0332
 CX0332  STATE/COUNTY-  NM/OTERO
 CX0332  USGS QUAD   -  LAKE LUCERO SE (1982)
 CX0332
 CX0332                         *CURRENT SURVEY CONTROL
 CX0332  ___________________________________________________________________
 CX0332* NAD 83(1986)-  32 36 13.     (N)    106 17 15.     (W)     SCALED    
 CX0332* NAVD 88     -      1210.549  (meters)    3971.61   (feet)  ADJUSTED  
 CX0332  ___________________________________________________________________
 CX0332  GEOID HEIGHT-         -23.43  (meters)                     GEOID03
 CX0332  DYNAMIC HT  -        1208.769 (meters)    3965.77  (feet)  COMP
 CX0332  MODELED GRAV-     979,126.3   (mgal)                       NAVD 88
 CX0332
 CX0332  VERT ORDER  -  FIRST     CLASS II
 CX0332
 CX0332.The horizontal coordinates were scaled from a topographic map and have
 CX0332.an estimated accuracy of +/- 6 seconds.
 CX0332
 CX0332.The orthometric height was determined by differential leveling
 CX0332.and adjusted by the National Geodetic Survey in June 1991..
 CX0332
 CX0332.The geoid height was determined by GEOID03.
 CX0332
 CX0332.The dynamic height is computed by dividing the NAVD 88
 CX0332.geopotential number by the normal gravity value computed on the
 CX0332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0332.degrees latitude (g = 980.6199 gals.).
 CX0332
 CX0332.The modeled gravity was interpolated from observed gravity values.
 CX0332
 CX0332;                    North         East    Units  Estimated Accuracy
 CX0332;SPC NM C     -   177,800.      496,480.      MT  (+/- 180 meters Scaled)
 CX0332
 CX0332                          SUPERSEDED SURVEY CONTROL
 CX0332
 CX0332  NGVD 29 (??/??/92) 1209.968  (m)         3969.70   (f) ADJ UNCH    1 2
 CX0332
 CX0332.Superseded values are not recommended for survey control.
 CX0332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0332.See file dsdata.txt to determine how the superseded data were derived.
 CX0332
 CX0332_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS791080(NAD 83)
 CX0332_MARKER: DB = BENCH MARK DISK
 CX0332_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CX0332_SP_SET: DRILL HOLE
 CX0332_STAMPING: G 321 1966
 CX0332_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX0332
 CX0332  HISTORY     - Date     Condition        Report By
 CX0332  HISTORY     - 1966     MONUMENTED       CGS
 CX0332  HISTORY     - 1968     GOOD             NGS
 CX0332
 CX0332                          STATION DESCRIPTION
 CX0332
 CX0332'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CX0332'14.6 MI SW FROM WHITE SANDS NAT MON HDQ.
 CX0332'11.5 MILES, SOUTHWEST, ALONG U. S. HIGHWAY 70, FROM WHITE SANDS
 CX0332'NATIONAL MONUMENT HEADQUARTERS.  THENCE LEFT, THROUGH GATE, ON
 CX0332'GRAVELED ROAD 2.3 MILES TO A FORK.  THENCE TAKE RIGHT FORK AND FOLLOW
 CX0332'POWERLINE ROAD 3.3 MILES SOUTHWEST TO BENCH MARK 225 FEET SOUTHEAST OF
 CX0332'THE CENTERLINE OF ROAD, 34 FEET SOUTH OF A POWERLINE POLE WITH A
 CX0332'TRANSFORMER ON IT AND 3 FEET SOUTH OF A METAL WITNESS SIGN SET IN A
 CX0332'DRILL HOLE IN THE CENTER OF 6-FOOT TRIANGULAR CONCRETE SLAB.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0329 ***********************************************************************
 CX0329  DESIGNATION -  G 322
 CX0329  PID         -  CX0329
 CX0329  STATE/COUNTY-  NM/OTERO
 CX0329  USGS QUAD   -  LAKE LUCERO NE (1982)
 CX0329
 CX0329                         *CURRENT SURVEY CONTROL
 CX0329  ___________________________________________________________________
 CX0329* NAD 83(1986)-  32 37 43.     (N)    106 19 18.     (W)     SCALED    
 CX0329* NAVD 88     -      1205.876  (meters)    3956.28   (feet)  ADJUSTED  
 CX0329  ___________________________________________________________________
 CX0329  GEOID HEIGHT-         -23.43  (meters)                     GEOID03
 CX0329  DYNAMIC HT  -        1204.106 (meters)    3950.47  (feet)  COMP
 CX0329  MODELED GRAV-     979,130.0   (mgal)                       NAVD 88
 CX0329
 CX0329  VERT ORDER  -  FIRST     CLASS II
 CX0329
 CX0329.The horizontal coordinates were scaled from a topographic map and have
 CX0329.an estimated accuracy of +/- 6 seconds.
 CX0329
 CX0329.The orthometric height was determined by differential leveling
 CX0329.and adjusted by the National Geodetic Survey in June 1991..
 CX0329
 CX0329.The geoid height was determined by GEOID03.
 CX0329
 CX0329.The dynamic height is computed by dividing the NAVD 88
 CX0329.geopotential number by the normal gravity value computed on the
 CX0329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0329.degrees latitude (g = 980.6199 gals.).
 CX0329
 CX0329.The modeled gravity was interpolated from observed gravity values.
 CX0329
 CX0329;                    North         East    Units  Estimated Accuracy
 CX0329;SPC NM C     -   180,570.      493,280.      MT  (+/- 180 meters Scaled)
 CX0329
 CX0329                          SUPERSEDED SURVEY CONTROL
 CX0329
 CX0329  NGVD 29 (??/??/92) 1205.296  (m)         3954.38   (f) ADJ UNCH    1 2
 CX0329
 CX0329.Superseded values are not recommended for survey control.
 CX0329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0329.See file dsdata.txt to determine how the superseded data were derived.
 CX0329
 CX0329_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS760108(NAD 83)
 CX0329_MARKER: DB = BENCH MARK DISK
 CX0329_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CX0329_SP_SET: MONUMENT
 CX0329_STAMPING: G 322 1966
 CX0329_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX0329
 CX0329  HISTORY     - Date     Condition        Report By
 CX0329  HISTORY     - 1966     MONUMENTED       CGS
 CX0329  HISTORY     - 1967     GOOD             NGS
 CX0329
 CX0329                          STATION DESCRIPTION
 CX0329
 CX0329'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 CX0329'17.5 MI NNE FROM WHITE SANDS M R HDQ BLDG.
 CX0329'4.15 MILES NORTH ALONG ACCESS ROAD FROM WHITE SANDS MISSILE RANGE
 CX0329'HEADQUARTERS BUILDING.  THENCE 11.7 MILES NORTH NORTHEAST ALONG U. S.
 CX0329'HIGHWAY 70.  THENCE 1.65 MILES WEST NORTHWEST ALONG AN ASPHALT ROAD.
 CX0329'IN LINE WITH A ROW OF POWER POLES MIDWAY BETWEEN TWO POLES.  100 FEET
 CX0329'NORTH NORTHEAST OF THE CENTER LINE OF A ROAD.  7.5 FEET NORTHEAST OF A
 CX0329'POWER POLE.  6.5 FEET SOUTH OF A POWER POLE, SET IN THE TOP OF A 12
 CX0329'INCH CIRCULAR CONCRETE MONUMENT PROJECTING 0.1 FOOT AND ABOUT LEVEL
 CX0329'WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0300 ***********************************************************************
 CX0300  DESIGNATION -  G 323
 CX0300  PID         -  CX0300
 CX0300  STATE/COUNTY-  NM/OTERO
 CX0300  USGS QUAD   -  FOSTER LAKE (1982)
 CX0300
 CX0300                         *CURRENT SURVEY CONTROL
 CX0300  ___________________________________________________________________
 CX0300* NAD 83(1986)-  32 43 36.     (N)    106 09 46.     (W)     SCALED    
 CX0300* NAVD 88     -      1212.409  (meters)    3977.71   (feet)  ADJUSTED  
 CX0300  ___________________________________________________________________
 CX0300  GEOID HEIGHT-         -23.09  (meters)                     GEOID03
 CX0300  DYNAMIC HT  -        1210.646 (meters)    3971.93  (feet)  COMP
 CX0300  MODELED GRAV-     979,142.6   (mgal)                       NAVD 88
 CX0300
 CX0300  VERT ORDER  -  FIRST     CLASS II
 CX0300
 CX0300.The horizontal coordinates were scaled from a topographic map and have
 CX0300.an estimated accuracy of +/- 6 seconds.
 CX0300
 CX0300.The orthometric height was determined by differential leveling
 CX0300.and adjusted by the National Geodetic Survey in June 1991..
 CX0300
 CX0300.The geoid height was determined by GEOID03.
 CX0300
 CX0300.The dynamic height is computed by dividing the NAVD 88
 CX0300.geopotential number by the normal gravity value computed on the
 CX0300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0300.degrees latitude (g = 980.6199 gals.).
 CX0300
 CX0300.The modeled gravity was interpolated from observed gravity values.
 CX0300
 CX0300;                    North         East    Units  Estimated Accuracy
 CX0300;SPC NM C     -   191,450.      508,180.      MT  (+/- 180 meters Scaled)
 CX0300
 CX0300                          SUPERSEDED SURVEY CONTROL
 CX0300
 CX0300  NGVD 29 (??/??/92) 1211.832  (m)         3975.82   (f) ADJ UNCH    1 2
 CX0300
 CX0300.Superseded values are not recommended for survey control.
 CX0300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0300.See file dsdata.txt to determine how the superseded data were derived.
 CX0300
 CX0300_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS910215(NAD 83)
 CX0300_MARKER: DB = BENCH MARK DISK
 CX0300_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CX0300_SP_SET: MONUMENT
 CX0300_STAMPING: G 323 1968
 CX0300_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX0300
 CX0300  HISTORY     - Date     Condition        Report By
 CX0300  HISTORY     - 1968     MONUMENTED       CGS
 CX0300
 CX0300                          STATION DESCRIPTION
 CX0300
 CX0300'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 CX0300'3.8 MI S FROM WHITE SANDS NATL MONUMENT.
 CX0300'2.6 MILES SOUTHWEST ALONG U. S. HIGHWAY 70 FROM WHITE SANDS NATIONAL
 CX0300'MONUMENT HEADQUARTERS.  THENCE 1.0 MILE SOUTH ALONG A DIRT ROAD.
 CX0300'THENCE 1.2 MILES WEST ALONG A POWERLINE.  THENCE 2.4 MILES EAST
 CX0300'SOUTHEAST ALONG A POWERLINE, AT THE BOTTOM OF A SMALL HILL, IN LINE
 CX0300'WITH A ROW OF TELEPHONE POLES.  IT IS 12.0 FEET EAST OF A TELEPHONE
 CX0300'POLE, 7.5 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 2.5 FEET NORTH OF
 CX0300'A METAL WITNESS SIGN, SET IN THE TOP OF A CONCRETE MONUMENT, 1 FOOT IN
 CX0300'DIAMETER, THAT PROJECTS 0.5 FOOT ABOVE THE GROUND AND IS ABOUT 1 FOOT
 CX0300'HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0688 ***********************************************************************
 DS0688  DESIGNATION -  G 327
 DS0688  PID         -  DS0688
 DS0688  STATE/COUNTY-  NM/SOCORRO
 DS0688  USGS QUAD   -  CERRO DE LA CAMPANA (1982)
 DS0688
 DS0688                         *CURRENT SURVEY CONTROL
 DS0688  ___________________________________________________________________
 DS0688* NAD 83(1986)-  33 46 11.     (N)    106 40 29.     (W)     SCALED    
 DS0688* NAVD 88     -      1473.134  (meters)    4833.11   (feet)  ADJUSTED  
 DS0688  ___________________________________________________________________
 DS0688  GEOID HEIGHT-         -22.35  (meters)                     GEOID03
 DS0688  DYNAMIC HT  -        1471.027 (meters)    4826.19  (feet)  COMP
 DS0688  MODELED GRAV-     979,154.8   (mgal)                       NAVD 88
 DS0688
 DS0688  VERT ORDER  -  SECOND    CLASS 0
 DS0688
 DS0688.The horizontal coordinates were scaled from a topographic map and have
 DS0688.an estimated accuracy of +/- 6 seconds.
 DS0688
 DS0688.The orthometric height was determined by differential leveling
 DS0688.and adjusted by the National Geodetic Survey in June 1991..
 DS0688
 DS0688.The geoid height was determined by GEOID03.
 DS0688
 DS0688.The dynamic height is computed by dividing the NAVD 88
 DS0688.geopotential number by the normal gravity value computed on the
 DS0688.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0688.degrees latitude (g = 980.6199 gals.).
 DS0688
 DS0688.The modeled gravity was interpolated from observed gravity values.
 DS0688
 DS0688;                    North         East    Units  Estimated Accuracy
 DS0688;SPC NM C     -   307,200.      460,660.      MT  (+/- 180 meters Scaled)
 DS0688
 DS0688                          SUPERSEDED SURVEY CONTROL
 DS0688
 DS0688  NGVD 29 (??/??/92) 1472.461  (m)         4830.90   (f) ADJ UNCH    2 0
 DS0688
 DS0688.Superseded values are not recommended for survey control.
 DS0688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0688.See file dsdata.txt to determine how the superseded data were derived.
 DS0688
 DS0688_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT449378(NAD 83)
 DS0688_MARKER: DB = BENCH MARK DISK
 DS0688_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0688_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0688_STAMPING: G 327 1966
 DS0688_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0688+STABILITY: SURFACE MOTION
 DS0688
 DS0688  HISTORY     - Date     Condition        Report By
 DS0688  HISTORY     - 1966     MONUMENTED       CGS
 DS0688
 DS0688                          STATION DESCRIPTION
 DS0688
 DS0688'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 DS0688'4.35 MI S FROM STALLION RANGE CENTER.
 DS0688'ABOUT 0.35 MILE NORTHWEST ALONG WHITE SANDS MISSILE RANGE ROUTE 7 FROM
 DS0688'THE HEADQUARTERS BUILDING AT STALLION RANGE CENTER, THENCE 4.0 MILES
 DS0688'SOUTH ALONG WHITE SANDS MISSILE RANGE ROUTE 5, IN S 19, T 6 S, R 3 E,
 DS0688'148 FEET WEST OF THE CENTER LINE OF THE ROAD, 5 FEET SOUTH OF A
 DS0688'TELEPHONE POLE BRACED BY TWO GUY WIRES AND IN LINE WITH A ROW OF
 DS0688'TELEPHONE POLES, 1.3 FEET WEST OF A METAL WITNESS POST, ABOUT LEVEL
 DS0688'WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST ABOUT LEVEL WITH
 DS0688'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0540 ***********************************************************************
 DS0540  DESIGNATION -  G 328
 DS0540  PID         -  DS0540
 DS0540  STATE/COUNTY-  NM/SOCORRO
 DS0540  USGS QUAD   -  SALINAS PEAK NW (1981)
 DS0540
 DS0540                         *CURRENT SURVEY CONTROL
 DS0540  ___________________________________________________________________
 DS0540* NAD 83(1986)-  33 28 09.     (N)    106 41 00.     (W)     SCALED    
 DS0540* NAVD 88     -      1441.190  (meters)    4728.30   (feet)  ADJUSTED  
 DS0540  ___________________________________________________________________
 DS0540  GEOID HEIGHT-         -22.43  (meters)                     GEOID03
 DS0540  DYNAMIC HT  -        1439.120 (meters)    4721.51  (feet)  COMP
 DS0540  MODELED GRAV-     979,150.1   (mgal)                       NAVD 88
 DS0540
 DS0540  VERT ORDER  -  SECOND    CLASS 0
 DS0540
 DS0540.The horizontal coordinates were scaled from a topographic map and have
 DS0540.an estimated accuracy of +/- 6 seconds.
 DS0540
 DS0540.The orthometric height was determined by differential leveling
 DS0540.and adjusted by the National Geodetic Survey in June 1991..
 DS0540
 DS0540.The geoid height was determined by GEOID03.
 DS0540
 DS0540.The dynamic height is computed by dividing the NAVD 88
 DS0540.geopotential number by the normal gravity value computed on the
 DS0540.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0540.degrees latitude (g = 980.6199 gals.).
 DS0540
 DS0540.The modeled gravity was interpolated from observed gravity values.
 DS0540
 DS0540;                    North         East    Units  Estimated Accuracy
 DS0540;SPC NM C     -   273,870.      459,720.      MT  (+/- 180 meters Scaled)
 DS0540
 DS0540                          SUPERSEDED SURVEY CONTROL
 DS0540
 DS0540  NGVD 29 (??/??/92) 1440.540  (m)         4726.17   (f) ADJ UNCH    2 0
 DS0540
 DS0540.Superseded values are not recommended for survey control.
 DS0540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0540.See file dsdata.txt to determine how the superseded data were derived.
 DS0540
 DS0540_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT435045(NAD 83)
 DS0540_MARKER: DB = BENCH MARK DISK
 DS0540_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DS0540_SP_SET: 13 FT
 DS0540_STAMPING: G 328 1966
 DS0540_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DS0540
 DS0540  HISTORY     - Date     Condition        Report By
 DS0540  HISTORY     - 1966     MONUMENTED       CGS
 DS0540
 DS0540                          STATION DESCRIPTION
 DS0540
 DS0540'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 DS0540'25.9 MI S FROM STALLION RANGE CENTER.
 DS0540'ABOUT 0.35 MILE NORTHWEST ALONG WHITE SANDS MISSILE RANGE ROUTE 7 FROM
 DS0540'THE HEADQUARTERS BUILDING AT STALLION RANGE CENTER, THENCE 25.55 MILES
 DS0540'SOUTH ALONG WHITE SANDS MISSILE RANGE ROUTE 5, IN S 1, T 10 S, R 2 E,
 DS0540'218 FEET WEST OF THE CENTER LINE OF THE ROAD, 8 FEET SOUTH OF THE 1ST
 DS0540'TELEPHONE POLE SOUTH OF A DOUBLE POLE BRACED BY 4 GUY WIRES, IN LINE
 DS0540'WITH A ROW OF TELEPHONE POLES, 1.8 FEET NORTH OF A METAL WITNESS POST,
 DS0540'AND ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A
 DS0540'DEPTH OF 13 FEET, ENCASED IN A 6-INCH CAST IRON PIPE PROJECTING 8
 DS0540'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS1471 ***********************************************************************
 DS1471  DESIGNATION -  G 329 RESET
 DS1471  PID         -  DS1471
 DS1471  STATE/COUNTY-  NM/SOCORRO
 DS1471  USGS QUAD   -  CANON AGUA BUENA (1981)
 DS1471
 DS1471                         *CURRENT SURVEY CONTROL
 DS1471  ___________________________________________________________________
 DS1471* NAD 83(1986)-  33 53 11.     (N)    106 42 55.     (W)     SCALED    
 DS1471* NAVD 88     -      1542.20   (+/-2cm)    5059.7    (feet)  VERTCON   
 DS1471  ___________________________________________________________________
 DS1471  GEOID HEIGHT-         -22.21  (meters)                     GEOID03
 DS1471
 DS1471  VERT ORDER  -  THIRD (See Below)
 DS1471
 DS1471.The horizontal coordinates were scaled from a topographic map and have
 DS1471.an estimated accuracy of +/- 6 seconds.
 DS1471
 DS1471.The NAVD 88 height was computed by applying the VERTCON shift value to
 DS1471.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DS1471.The vertical order pertains to the NGVD 29 superseded value.
 DS1471
 DS1471.The geoid height was determined by GEOID03.
 DS1471
 DS1471;                    North         East    Units  Estimated Accuracy
 DS1471;SPC NM C     -   320,150.      456,960.      MT  (+/- 180 meters Scaled)
 DS1471
 DS1471                          SUPERSEDED SURVEY CONTROL
 DS1471
 DS1471  NGVD 29 (06/15/00) 1541.50   (m)         5057.4    (f) RESET       3  
 DS1471
 DS1471.Superseded values are not recommended for survey control.
 DS1471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS1471.See file dsdata.txt to determine how the superseded data were derived.
 DS1471
 DS1471_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT413508(NAD 83)
 DS1471_MARKER: DV = VERTICAL CONTROL DISK
 DS1471_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DS1471_SP_SET: HEADWALL
 DS1471_STAMPING: G 329 RESET 1987
 DS1471_MARK LOGO: NGS   
 DS1471_MAGNETIC: N = NO MAGNETIC MATERIAL
 DS1471_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS1471+STABILITY: SURFACE MOTION
 DS1471
 DS1471  HISTORY     - Date     Condition        Report By
 DS1471  HISTORY     - 1987     MONUMENTED       NMHD
 DS1471
 DS1471                          STATION DESCRIPTION
 DS1471
 DS1471'DESCRIBED BY NM HIGHWAY DEPT 1987
 DS1471'10 MILES EAST ALONG U.S. HIGHWAY 380 FROM THE POST OFFICE AT SAN
 DS1471'ANTONIO, IN SECTION 10, TOWNSHIP 5 SOUTH, ROUTE 2 EAST, AT HIGHWAY
 DS1471'CENTERLINE, 483 + 03.54 ON THE LEFT RIGHT-OF-WAY FENCE AT ABOUT
 DS1471'100 FEET LEFT, WITH A METAL WITNESS POST 3 FEET SOUTH OF THE
 DS1471'MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0211 ***********************************************************************
 CW0211  DESIGNATION -  G 33
 CW0211  PID         -  CW0211
 CW0211  STATE/COUNTY-  NM/EDDY
 CW0211  USGS QUAD   -  BLACK RIVER VILLAGE (1979)
 CW0211
 CW0211                         *CURRENT SURVEY CONTROL
 CW0211  ___________________________________________________________________
 CW0211* NAD 83(1986)-  32 11 04.     (N)    104 21 12.     (W)     SCALED    
 CW0211* NAVD 88     -      1076.321  (meters)    3531.23   (feet)  ADJUSTED  
 CW0211  ___________________________________________________________________
 CW0211  GEOID HEIGHT-         -24.40  (meters)                     GEOID03
 CW0211  DYNAMIC HT  -        1074.734 (meters)    3526.02  (feet)  COMP
 CW0211  MODELED GRAV-     979,128.5   (mgal)                       NAVD 88
 CW0211
 CW0211  VERT ORDER  -  FIRST     CLASS II
 CW0211
 CW0211.The horizontal coordinates were scaled from a topographic map and have
 CW0211.an estimated accuracy of +/- 6 seconds.
 CW0211
 CW0211.The orthometric height was determined by differential leveling
 CW0211.and adjusted by the National Geodetic Survey in June 1991..
 CW0211
 CW0211.The geoid height was determined by GEOID03.
 CW0211
 CW0211.The dynamic height is computed by dividing the NAVD 88
 CW0211.geopotential number by the normal gravity value computed on the
 CW0211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0211.degrees latitude (g = 980.6199 gals.).
 CW0211
 CW0211.The modeled gravity was interpolated from observed gravity values.
 CW0211
 CW0211;                    North         East    Units  Estimated Accuracy
 CW0211;SPC NM E     -   131,320.      163,110.      MT  (+/- 180 meters Scaled)
 CW0211
 CW0211                          SUPERSEDED SURVEY CONTROL
 CW0211
 CW0211  NGVD 29 (??/??/92) 1075.78   (m)         3529.5    (f) COMPUTED    1 2
 CW0211
 CW0211.Superseded values are not recommended for survey control.
 CW0211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0211.See file dsdata.txt to determine how the superseded data were derived.
 CW0211
 CW0211_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SER609610(NAD 83)
 CW0211_MARKER: DB = BENCH MARK DISK
 CW0211_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CW0211_SP_SET: CULVERT
 CW0211_STAMPING: G 33 1933
 CW0211_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CW0211
 CW0211  HISTORY     - Date     Condition        Report By
 CW0211  HISTORY     - 1933     MONUMENTED       CGS
 CW0211  HISTORY     - 1958     MARK NOT FOUND   NGS
 CW0211
 CW0211                          STATION DESCRIPTION
 CW0211
 CW0211'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 CW0211'18.0 MI SW FROM CARLSBAD.
 CW0211'18.0 MILES SOUTHWEST OF DEPOT ALONG US HWY NO. 62 1.9 MILES NORTHEAST
 CW0211'OF WHITES CITY CAMP ALONG HWY NO. 62 21 FEET SOUTHEAST OF CENTER LINE
 CW0211'OF ROAD.  IN TOP OF CENTER OF SOUTHEAST HEAD WALL OF LARGE CONCRETE
 CW0211'CULVERT AND CATTLE UNDERPASS.
 CW0211
 CW0211                          STATION RECOVERY (1958)
 CW0211
 CW0211'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 CW0211'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0146 ***********************************************************************
 CX0146  DESIGNATION -  G 330
 CX0146  PID         -  CX0146
 CX0146  STATE/COUNTY-  NM/DONA ANA
 CX0146  USGS QUAD   -  HEART OF THE SANDS NW (1982)
 CX0146
 CX0146                         *CURRENT SURVEY CONTROL
 CX0146  ___________________________________________________________________
 CX0146* NAD 83(1986)-  32 59 56.     (N)    106 24 56.     (W)     SCALED    
 CX0146* NAVD 88     -      1191.821  (meters)    3910.17   (feet)  ADJUSTED  
 CX0146  ___________________________________________________________________
 CX0146  GEOID HEIGHT-         -23.25  (meters)                     GEOID03
 CX0146  DYNAMIC HT  -        1190.093 (meters)    3904.50  (feet)  COMP
 CX0146  MODELED GRAV-     979,148.0   (mgal)                       NAVD 88
 CX0146
 CX0146  VERT ORDER  -  SECOND    CLASS 0
 CX0146
 CX0146.The horizontal coordinates were scaled from a topographic map and have
 CX0146.an estimated accuracy of +/- 6 seconds.
 CX0146
 CX0146.The orthometric height was determined by differential leveling
 CX0146.and adjusted by the National Geodetic Survey in June 1991..
 CX0146
 CX0146.The geoid height was determined by GEOID03.
 CX0146
 CX0146.The dynamic height is computed by dividing the NAVD 88
 CX0146.geopotential number by the normal gravity value computed on the
 CX0146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0146.degrees latitude (g = 980.6199 gals.).
 CX0146
 CX0146.The modeled gravity was interpolated from observed gravity values.
 CX0146
 CX0146;                    North         East    Units  Estimated Accuracy
 CX0146;SPC NM C     -   221,640.      484,530.      MT  (+/- 180 meters Scaled)
 CX0146
 CX0146                          SUPERSEDED SURVEY CONTROL
 CX0146
 CX0146  NGVD 29 (??/??/92) 1191.214  (m)         3908.17   (f) ADJ UNCH    2 0
 CX0146
 CX0146.Superseded values are not recommended for survey control.
 CX0146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0146.See file dsdata.txt to determine how the superseded data were derived.
 CX0146
 CX0146_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS677520(NAD 83)
 CX0146_MARKER: DB = BENCH MARK DISK
 CX0146_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX0146_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CX0146_STAMPING: G 330 1966
 CX0146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX0146+STABILITY: SURFACE MOTION
 CX0146
 CX0146  HISTORY     - Date     Condition        Report By
 CX0146  HISTORY     - 1966     MONUMENTED       CGS
 CX0146
 CX0146                          STATION DESCRIPTION
 CX0146
 CX0146'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 CX0146'13.25 MI S FROM RHODES CANYON RANGE CENTER.
 CX0146'ABOUT 4.0 MILES SOUTHEAST ALONG WHITE SANDS MISSILE RANGE ROUTE 6 FROM
 CX0146'THE HEADQUARTERS BUILDING AT RHODES CANYON RANGE CENTER, THENCE 3.1
 CX0146'MILES SOUTH ALONG WHITE SANDS MISSILE RANGE ROUTE 304, THENCE 6.15
 CX0146'MILES SOUTH ALONG A BLADED DIRT ROAD, IN S 20, T 15 S, R 6 E, 0.75
 CX0146'MILE SOUTH OF A ROAD JUNCTION, 51 FEET WEST OF THE CENTER LINE OF THE
 CX0146'ROAD, 1.7 FEET WEST OF A METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE
 CX0146'LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 8
 CX0146'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0476 ***********************************************************************
 DS0476  DESIGNATION -  G 331
 DS0476  PID         -  DS0476
 DS0476  STATE/COUNTY-  NM/OTERO
 DS0476  USGS QUAD   -  LUMLEY LAKE NE (1982)
 DS0476
 DS0476                         *CURRENT SURVEY CONTROL
 DS0476  ___________________________________________________________________
 DS0476* NAD 83(1986)-  33 09 53.     (N)    106 16 28.     (W)     SCALED    
 DS0476* NAVD 88     -      1237.405  (meters)    4059.72   (feet)  ADJUSTED  
 DS0476  ___________________________________________________________________
 DS0476  GEOID HEIGHT-         -22.88  (meters)                     GEOID03
 DS0476  DYNAMIC HT  -        1235.625 (meters)    4053.88  (feet)  COMP
 DS0476  MODELED GRAV-     979,157.4   (mgal)                       NAVD 88
 DS0476
 DS0476  VERT ORDER  -  SECOND    CLASS 0
 DS0476
 DS0476.The horizontal coordinates were scaled from a topographic map and have
 DS0476.an estimated accuracy of +/- 6 seconds.
 DS0476
 DS0476.The orthometric height was determined by differential leveling
 DS0476.and adjusted by the National Geodetic Survey in June 1991..
 DS0476
 DS0476.The geoid height was determined by GEOID03.
 DS0476
 DS0476.The dynamic height is computed by dividing the NAVD 88
 DS0476.geopotential number by the normal gravity value computed on the
 DS0476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0476.degrees latitude (g = 980.6199 gals.).
 DS0476
 DS0476.The modeled gravity was interpolated from observed gravity values.
 DS0476
 DS0476;                    North         East    Units  Estimated Accuracy
 DS0476;SPC NM C     -   240,020.      497,720.      MT  (+/- 180 meters Scaled)
 DS0476
 DS0476                          SUPERSEDED SURVEY CONTROL
 DS0476
 DS0476  NGVD 29 (??/??/92) 1236.789  (m)         4057.70   (f) ADJ UNCH    2 0
 DS0476
 DS0476.Superseded values are not recommended for survey control.
 DS0476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0476.See file dsdata.txt to determine how the superseded data were derived.
 DS0476
 DS0476_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS811702(NAD 83)
 DS0476_MARKER: DB = BENCH MARK DISK
 DS0476_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0476_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0476_STAMPING: G 331 1966
 DS0476_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0476+STABILITY: SURFACE MOTION
 DS0476
 DS0476  HISTORY     - Date     Condition        Report By
 DS0476  HISTORY     - 1966     MONUMENTED       CGS
 DS0476
 DS0476                          STATION DESCRIPTION
 DS0476
 DS0476'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 DS0476'15.25 MI NE FROM RHODES CANYON RANGE CENTER.
 DS0476'ABOUT 11.4 MILES EAST ALONG WHITE SANDS MISSILE RANGE ROUTE 6 FROM THE
 DS0476'HEADQUARTERS BUILDING AT RHODES CANYON RANGE CENTER, THENCE 3.85 MILES
 DS0476'NORTH ALONG WHITE SANDS MISSILE RANGE ROUTE 17, 0.7 MILE NORTH OF A
 DS0476'CURVE IN THE ROAD, 90 YARDS NORTH OF THE CROSSING OF THE ROAD AND A
 DS0476'TRACK ROAD, 64 FEET EAST OF THE CENTER LINE OF THE ROAD, 32 FEET WEST
 DS0476'OF THE CENTER LINE OF THE TRACK ROAD, 2.2 FEET EAST OF A METAL WITNESS
 DS0476'POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES. S 22,
 DS0476'T 13 S, R 7 E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0724 ***********************************************************************
 DS0724  DESIGNATION -  G 332
 DS0724  PID         -  DS0724
 DS0724  STATE/COUNTY-  NM/SOCORRO
 DS0724  USGS QUAD   -  BLAKEMORE WELL (1981)
 DS0724
 DS0724                         *CURRENT SURVEY CONTROL
 DS0724  ___________________________________________________________________
 DS0724* NAD 83(1986)-  33 33 34.     (N)    106 38 46.     (W)     SCALED    
 DS0724* NAVD 88     -      1436.107  (meters)    4711.63   (feet)  ADJUSTED  
 DS0724  ___________________________________________________________________
 DS0724  GEOID HEIGHT-         -22.46  (meters)                     GEOID03
 DS0724  DYNAMIC HT  -        1434.047 (meters)    4704.87  (feet)  COMP
 DS0724  MODELED GRAV-     979,152.2   (mgal)                       NAVD 88
 DS0724
 DS0724  VERT ORDER  -  SECOND    CLASS 0
 DS0724
 DS0724.The horizontal coordinates were scaled from a topographic map and have
 DS0724.an estimated accuracy of +/- 6 seconds.
 DS0724
 DS0724.The orthometric height was determined by differential leveling
 DS0724.and adjusted by the National Geodetic Survey in June 1991..
 DS0724
 DS0724.The geoid height was determined by GEOID03.
 DS0724
 DS0724.The dynamic height is computed by dividing the NAVD 88
 DS0724.geopotential number by the normal gravity value computed on the
 DS0724.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0724.degrees latitude (g = 980.6199 gals.).
 DS0724
 DS0724.The modeled gravity was interpolated from observed gravity values.
 DS0724
 DS0724;                    North         East    Units  Estimated Accuracy
 DS0724;SPC NM C     -   283,860.      463,220.      MT  (+/- 180 meters Scaled)
 DS0724
 DS0724                          SUPERSEDED SURVEY CONTROL
 DS0724
 DS0724  NGVD 29 (??/??/92) 1435.450  (m)         4709.47   (f) ADJ UNCH    2 0
 DS0724
 DS0724.Superseded values are not recommended for survey control.
 DS0724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0724.See file dsdata.txt to determine how the superseded data were derived.
 DS0724
 DS0724_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT471145(NAD 83)
 DS0724_MARKER: DB = BENCH MARK DISK
 DS0724_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0724_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0724_STAMPING: G 332 1966
 DS0724_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0724+STABILITY: SURFACE MOTION
 DS0724
 DS0724  HISTORY     - Date     Condition        Report By
 DS0724  HISTORY     - 1966     MONUMENTED       CGS
 DS0724
 DS0724                          STATION DESCRIPTION
 DS0724
 DS0724'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 DS0724'19.15 MI S FROM STALLION RANGE CENTER.
 DS0724'ABOUT 0.35 MILE NORTHWEST ALONG WHITE SANDS MISSILE RANGE ROUTE 7 FROM
 DS0724'THE HEADQUARTERS BUILDING AT STALLION RANGE CENTER, THENCE 18.8 MILES
 DS0724'SOUTH ALONG WHITE SANDS MISSILE RANGE ROUTE 5, IN SECTION 4, 18.8
 DS0724'MILES SOUTH ALONG WHITE SANDS MISSILE RANGE ROUTE 5, IN SECTION 4, T 9
 DS0724'S, R 3 E, 0.3 MILE SOUTHWEST OF AN ASTRODOME, 56 FEET NORTHEAST OF THE
 DS0724'CENTER LINE OF THE ROAD, 226 FEET NORTHWEST OF THE CENTER LINE OF
 DS0724'GRADED DIRT ROAD NUMBER 26, 22 FEET SOUTHWEST OF TELEPHONE POLE NUMBER
 DS0724'773 WHICH IS BRACED BY 3 GUY WIRES, 1.8 FEET NORTHEAST OF A METAL
 DS0724'WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 DS0724'CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0720 ***********************************************************************
 DS0720  DESIGNATION -  G 333
 DS0720  PID         -  DS0720
 DS0720  STATE/COUNTY-  NM/SOCORRO
 DS0720  USGS QUAD   -  GREENS BABER WELL (1981)
 DS0720
 DS0720                         *CURRENT SURVEY CONTROL
 DS0720  ___________________________________________________________________
 DS0720* NAD 83(1986)-  33 38 30.     (N)    106 35 17.     (W)     SCALED    
 DS0720* NAVD 88     -      1430.718  (meters)    4693.95   (feet)  ADJUSTED  
 DS0720  ___________________________________________________________________
 DS0720  GEOID HEIGHT-         -22.43  (meters)                     GEOID03
 DS0720  DYNAMIC HT  -        1428.649 (meters)    4687.16  (feet)  COMP
 DS0720  MODELED GRAV-     979,141.1   (mgal)                       NAVD 88
 DS0720
 DS0720  VERT ORDER  -  SECOND    CLASS 0
 DS0720
 DS0720.The horizontal coordinates were scaled from a topographic map and have
 DS0720.an estimated accuracy of +/- 6 seconds.
 DS0720
 DS0720.The orthometric height was determined by differential leveling
 DS0720.and adjusted by the National Geodetic Survey in June 1991..
 DS0720
 DS0720.The geoid height was determined by GEOID03.
 DS0720
 DS0720.The dynamic height is computed by dividing the NAVD 88
 DS0720.geopotential number by the normal gravity value computed on the
 DS0720.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0720.degrees latitude (g = 980.6199 gals.).
 DS0720
 DS0720.The modeled gravity was interpolated from observed gravity values.
 DS0720
 DS0720;                    North         East    Units  Estimated Accuracy
 DS0720;SPC NM C     -   292,960.      468,640.      MT  (+/- 180 meters Scaled)
 DS0720
 DS0720                          SUPERSEDED SURVEY CONTROL
 DS0720
 DS0720  NGVD 29 (??/??/92) 1430.036  (m)         4691.71   (f) ADJ UNCH    2 0
 DS0720
 DS0720.Superseded values are not recommended for survey control.
 DS0720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0720.See file dsdata.txt to determine how the superseded data were derived.
 DS0720
 DS0720_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT527235(NAD 83)
 DS0720_MARKER: DB = BENCH MARK DISK
 DS0720_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0720_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0720_STAMPING: G 333 1966
 DS0720_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0720+STABILITY: SURFACE MOTION
 DS0720
 DS0720  HISTORY     - Date     Condition        Report By
 DS0720  HISTORY     - 1966     MONUMENTED       CGS
 DS0720
 DS0720                          STATION DESCRIPTION
 DS0720
 DS0720'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 DS0720'16.2 MI SE FROM STALLION RANGE CENTER.
 DS0720'ABOUT 13.2 MILES SOUTHEAST ALONG WHITE SANDS MISSILE RANGE ROUTE 7
 DS0720'FROM THE HEADQUARTERS BUILDING AT STALLION RANGE CENTER, THENCE 2.7
 DS0720'MILES SOUTHWEST ALONG WHITE SANDS MISSILE RANGE ROUTE 20, THENCE 0.3
 DS0720'MILE WEST ALONG WHITE SANDS MISSILE RANGE ROUTE 22, IN S 1, T 8 S, R 3
 DS0720'E, 64 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 1.6 FEET EAST OF A
 DS0720'METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 DS0720'CONCRETE POST WHICH PROJECTS 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0506 ***********************************************************************
 CX0506  DESIGNATION -  G 334
 CX0506  PID         -  CX0506
 CX0506  STATE/COUNTY-  NM/OTERO
 CX0506  USGS QUAD   -  NEWMAN (1955)
 CX0506
 CX0506                         *CURRENT SURVEY CONTROL
 CX0506  ___________________________________________________________________
 CX0506* NAD 83(1986)-  32 06 18.     (N)    106 19 52.     (W)     SCALED    
 CX0506* NAVD 88     -      1219.026  (meters)    3999.42   (feet)  ADJUSTED  
 CX0506  ___________________________________________________________________
 CX0506  GEOID HEIGHT-         -23.82  (meters)                     GEOID03
 CX0506  DYNAMIC HT  -        1217.183 (meters)    3993.37  (feet)  COMP
 CX0506  MODELED GRAV-     979,084.9   (mgal)                       NAVD 88
 CX0506
 CX0506  VERT ORDER  -  FIRST     CLASS II
 CX0506
 CX0506.The horizontal coordinates were scaled from a topographic map and have
 CX0506.an estimated accuracy of +/- 6 seconds.
 CX0506
 CX0506.The orthometric height was determined by differential leveling
 CX0506.and adjusted by the National Geodetic Survey in June 1991..
 CX0506
 CX0506.The geoid height was determined by GEOID03.
 CX0506
 CX0506.The dynamic height is computed by dividing the NAVD 88
 CX0506.geopotential number by the normal gravity value computed on the
 CX0506.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0506.degrees latitude (g = 980.6199 gals.).
 CX0506
 CX0506.The modeled gravity was interpolated from observed gravity values.
 CX0506
 CX0506;                    North         East    Units  Estimated Accuracy
 CX0506;SPC NM C     -   122,510.      492,350.      MT  (+/- 180 meters Scaled)
 CX0506
 CX0506                          SUPERSEDED SURVEY CONTROL
 CX0506
 CX0506  NGVD 29 (??/??/92) 1218.417  (m)         3997.42   (f) ADJ UNCH    1 2
 CX0506
 CX0506.Superseded values are not recommended for survey control.
 CX0506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0506.See file dsdata.txt to determine how the superseded data were derived.
 CX0506
 CX0506_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR744528(NAD 83)
 CX0506_MARKER: DB = BENCH MARK DISK
 CX0506_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX0506_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CX0506_STAMPING: G 334 1966
 CX0506_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX0506+STABILITY: SURFACE MOTION
 CX0506
 CX0506  HISTORY     - Date     Condition        Report By
 CX0506  HISTORY     - 1966     MONUMENTED       CGS
 CX0506  HISTORY     - 1967     GOOD             NGS
 CX0506
 CX0506                          STATION DESCRIPTION
 CX0506
 CX0506'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 CX0506'9.75 MI NW FROM NEWMAN, TEXAS.
 CX0506'ABOUT 5.95 MILES NORTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 CX0506'THE POST OFFICE AT NEWMAN, THENCE 3.8 MILES WEST ALONG STATE HIGHWAY
 CX0506'404, IN S 28, T 25 S, R 6 E, 0.2 MILE EAST OF THE JUNCTION OF THE
 CX0506'HIGHWAY AND A DIRT ROAD, AT THE EAST END OF A SMALL CALICHE BANK, 70
 CX0506'FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 5 FEET WEST OF A
 CX0506'TELEPHONE POLE, IN LINE WITH A ROW OF TELEPHONE POLES, 2.0 FEET EAST
 CX0506'OF A METAL WITNESS POST, ABOUT 4 FEET ABOVE THE LEVEL OF THE ROAD, AND
 CX0506'SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0738 ***********************************************************************
 CX0738  DESIGNATION -  G 335
 CX0738  PID         -  CX0738
 CX0738  STATE/COUNTY-  NM/DONA ANA
 CX0738  USGS QUAD   -  ANTHONY (1955)
 CX0738
 CX0738                         *CURRENT SURVEY CONTROL
 CX0738  ___________________________________________________________________
 CX0738* NAD 83(1986)-  32 01 35.     (N)    106 35 24.     (W)     SCALED    
 CX0738* NAVD 88     -      1197.132  (meters)    3927.59   (feet)  ADJUSTED  
 CX0738  ___________________________________________________________________
 CX0738  GEOID HEIGHT-         -23.86  (meters)                     GEOID03
 CX0738  DYNAMIC HT  -        1195.360 (meters)    3921.78  (feet)  COMP
 CX0738  MODELED GRAV-     979,117.1   (mgal)                       NAVD 88
 CX0738
 CX0738  VERT ORDER  -  FIRST     CLASS II
 CX0738
 CX0738.The horizontal coordinates were scaled from a topographic map and have
 CX0738.an estimated accuracy of +/- 6 seconds.
 CX0738
 CX0738.The orthometric height was determined by differential leveling
 CX0738.and adjusted by the National Geodetic Survey in June 1991..
 CX0738.WARNING-Repeat measurements at this control monument indicate possible
 CX0738.vertical movement.
 CX0738
 CX0738.The geoid height was determined by GEOID03.
 CX0738
 CX0738.The dynamic height is computed by dividing the NAVD 88
 CX0738.geopotential number by the normal gravity value computed on the
 CX0738.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0738.degrees latitude (g = 980.6199 gals.).
 CX0738
 CX0738.The modeled gravity was interpolated from observed gravity values.
 CX0738
 CX0738;                    North         East    Units  Estimated Accuracy
 CX0738;SPC NM C     -   113,840.      467,890.      MT  (+/- 180 meters Scaled)
 CX0738
 CX0738                          SUPERSEDED SURVEY CONTROL
 CX0738
 CX0738  NGVD 29 (??/??/92) 1196.583  (m)         3925.79   (f) ADJ UNCH    1 2
 CX0738
 CX0738.Superseded values are not recommended for survey control.
 CX0738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0738.See file dsdata.txt to determine how the superseded data were derived.
 CX0738
 CX0738_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR498444(NAD 83)
 CX0738_MARKER: DB = BENCH MARK DISK
 CX0738_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CX0738_SP_SET: ABUTMENT
 CX0738_STAMPING: G 335 1966
 CX0738_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CX0738
 CX0738  HISTORY     - Date     Condition        Report By
 CX0738  HISTORY     - 1966     MONUMENTED       CGS
 CX0738  HISTORY     - 1967     GOOD             NGS
 CX0738  HISTORY     - 1981     GOOD             NGS
 CX0738  HISTORY     - 19940418 MARK NOT FOUND   NGS
 CX0738
 CX0738                          STATION DESCRIPTION
 CX0738
 CX0738'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 CX0738'3.6 MI NE FROM ANTHONY, TEXAS.
 CX0738'ABOUT 2.0 MILES NORTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 CX0738'RAILWAY FROM THE STATION AT ANTHONY, THENCE 1.6 MILES EAST ALONG STATE
 CX0738'HIGHWAY 404 WHICH IS OHARA ROAD, IN S 24, T 26 S, R 3 E, 9 FEET NORTH
 CX0738'OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF THE NORTH END OF
 CX0738'THE WEST CONCRETE ABUTMENT OF THE HIGHWAY OVERPASS FOR INTERSTATE
 CX0738'HIGHWAY 10, 7 INCHES WEST OF THE WEST END OF THE BRIDGE FLOOR, AND
 CX0738'LEVEL WITH THE HIGHWAY.
 CX0738
 CX0738                          STATION RECOVERY (1981)
 CX0738
 CX0738'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CX0738'0.3 KM (0.2 MI) NORTH ALONG STATE HIGHWAY 20 FROM THE CITY HALL
 CX0738'IN ANTHONY, TEXAS, THENCE 2.6 KM (1.6 MI) NORTHWESTERLY ALONG STATE
 CX0738'HIGHWAY 478, THENCE 2.6 KM (1.6 MI) EAST ALONG STATE HIGHWAY 404,
 CX0738'IN TOP OF THE NORTH END OF THE WEST ABUTMENT OF THE INTERSTATE HIGHWAY
 CX0738'10 OVERPASS, 2.7 METERS (9.0 FT) NORTH OF THE CENTERLINE OF THE
 CX0738'HIGHWAY, 0.2 METER (0.6 FT) WEST OF THE WEST END OF THE OVERPASS
 CX0738'AND 0.1 METER (0.5 FT) SOUTH OF THE SOUTH EDGE OF THE ABUTMENT.
 CX0738
 CX0738                          STATION RECOVERY (1994)
 CX0738
 CX0738'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 CX0738'THERE IS A NEW BRIDGE AT THE DESCRIBED LOCATION.  ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1984 ***********************************************************************
 CX1984  DESIGNATION -  G 335 RESET
 CX1984  PID         -  CX1984
 CX1984  STATE/COUNTY-  NM/DONA ANA
 CX1984  USGS QUAD   -  ANTHONY (1955)
 CX1984
 CX1984                         *CURRENT SURVEY CONTROL
 CX1984  ___________________________________________________________________
 CX1984* NAD 83(1986)-  32 01 35.     (N)    106 35 24.     (W)     SCALED    
 CX1984* NAVD 88     -      1200.031  (meters)    3937.10   (feet)  ADJUSTED  
 CX1984  ___________________________________________________________________
 CX1984  GEOID HEIGHT-         -23.86  (meters)                     GEOID03
 CX1984  DYNAMIC HT  -        1198.254 (meters)    3931.27  (feet)  COMP
 CX1984  MODELED GRAV-     979,117.1   (mgal)                       NAVD 88
 CX1984
 CX1984  VERT ORDER  -  FIRST     CLASS II
 CX1984
 CX1984.The horizontal coordinates were scaled from a topographic map and have
 CX1984.an estimated accuracy of +/- 6 seconds.
 CX1984
 CX1984.The orthometric height was determined by differential leveling
 CX1984.and adjusted by the National Geodetic Survey in November 1996..
 CX1984
 CX1984.The geoid height was determined by GEOID03.
 CX1984
 CX1984.The dynamic height is computed by dividing the NAVD 88
 CX1984.geopotential number by the normal gravity value computed on the
 CX1984.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX1984.degrees latitude (g = 980.6199 gals.).
 CX1984
 CX1984.The modeled gravity was interpolated from observed gravity values.
 CX1984
 CX1984;                    North         East    Units  Estimated Accuracy
 CX1984;SPC NM C     -   113,840.      467,890.      MT  (+/- 180 meters Scaled)
 CX1984
 CX1984                          SUPERSEDED SURVEY CONTROL
 CX1984
 CX1984  NGVD 29 (06/15/00) 1199.48   (m)         3935.3    (f) RESET       3  
 CX1984
 CX1984.Superseded values are not recommended for survey control.
 CX1984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1984.See file dsdata.txt to determine how the superseded data were derived.
 CX1984
 CX1984_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR498444(NAD 83)
 CX1984_MARKER: DV = VERTICAL CONTROL DISK
 CX1984_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CX1984_SP_SET: BRIDGE ABUTMENT
 CX1984_STAMPING: G 335 RESET 1985
 CX1984_MARK LOGO: NGS   
 CX1984_MAGNETIC: N = NO MAGNETIC MATERIAL
 CX1984_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CX1984_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CX1984+SATELLITE: SATELLITE OBSERVATIONS - April 18, 1994
 CX1984
 CX1984  HISTORY     - Date     Condition        Report By
 CX1984  HISTORY     - 1985     MONUMENTED       NMHD
 CX1984  HISTORY     - 19940418 GOOD             NGS
 CX1984
 CX1984                          STATION DESCRIPTION
 CX1984
 CX1984'DESCRIBED BY NM HIGHWAY DEPT 1985
 CX1984'2.0 MILES NORTHWEST ALONG THE ATCHISON, TOPEKA, AND SANTA FE RAILWAY
 CX1984'FROM ANTHONY, THENCE 1.6 MILES EAST ALONG STATE HIGHWAY 404 WHICH IS
 CX1984'OHARA ROAD, IN SECTION 24, TOWNSHIP 26 SOUTH, ROUTE 3 EAST, AT
 CX1984'SOUTHEAST CORNER OF NEW BRIDGE ON THE BACKWALL OF EAST ABUTMENT NO 2
 CX1984'AT 21 FEET SOUTH OF CENTERLINE, HIGHWAY OVERPASS FOR INTERSTATE 10,
 CX1984'1.0 FEET EAST OF THE EAST END OF THE BRIDGE FLOOR AND LEVEL WITH THE
 CX1984'HIGHWAY.
 CX1984
 CX1984                          STATION RECOVERY (1994)
 CX1984
 CX1984'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 CX1984'11.1 KM (6.90 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 478 FROM THE
 CX1984'JUNCTION OF STATE HIGHWAY 189 IN VADO, THENCE 2.7 KM (1.65 MI)
 CX1984'EASTERLY ALONG A PAVED ROAD AND THEN STATE HIGHWAY 404, IN TOP OF AND
 CX1984'0.1 M (0.3 FT) NORTHWEST OF THE SOUTHEAST END OF THE NORTHEAST
 CX1984'CONCRETE ABUTMENT OF THE HIGHWAY OVERPASS OF INTERSTATE HIGHWAY 10,
 CX1984'28.0 M (91.9 FT) NORTHEAST OF THE CENTERLINE OF THE NORTHBOUND LANES
 CX1984'OF THE INTERSTATE, AND 6.3 M (20.7 FT) SOUTHEAST OF AND LEVEL WITH
 CX1984'THE CENTERLINE OF THE STATE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0425 ***********************************************************************
 CX0425  DESIGNATION -  G 336
 CX0425  PID         -  CX0425
 CX0425  STATE/COUNTY-  NM/DONA ANA
 CX0425  USGS QUAD   -  DAVIES TANK (1994)
 CX0425
 CX0425                         *CURRENT SURVEY CONTROL
 CX0425  ___________________________________________________________________
 CX0425* NAD 83(1986)-  32 19 43.     (N)    106 24 44.     (W)     SCALED    
 CX0425* NAVD 88     -      1203.829  (meters)    3949.56   (feet)  ADJUSTED  
 CX0425  ___________________________________________________________________
 CX0425  GEOID HEIGHT-         -23.76  (meters)                     GEOID03
 CX0425  DYNAMIC HT  -        1202.015 (meters)    3943.61  (feet)  COMP
 CX0425  MODELED GRAV-     979,091.4   (mgal)                       NAVD 88
 CX0425
 CX0425  VERT ORDER  -  FIRST     CLASS II
 CX0425
 CX0425.The horizontal coordinates were scaled from a topographic map and have
 CX0425.an estimated accuracy of +/- 6 seconds.
 CX0425
 CX0425.The orthometric height was determined by differential leveling
 CX0425.and adjusted by the National Geodetic Survey in June 1991..
 CX0425
 CX0425.The geoid height was determined by GEOID03.
 CX0425
 CX0425.The dynamic height is computed by dividing the NAVD 88
 CX0425.geopotential number by the normal gravity value computed on the
 CX0425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0425.degrees latitude (g = 980.6199 gals.).
 CX0425
 CX0425.The modeled gravity was interpolated from observed gravity values.
 CX0425
 CX0425;                    North         East    Units  Estimated Accuracy
 CX0425;SPC NM C     -   147,320.      484,730.      MT  (+/- 180 meters Scaled)
 CX0425
 CX0425                          SUPERSEDED SURVEY CONTROL
 CX0425
 CX0425  NGVD 29 (??/??/92) 1203.233  (m)         3947.61   (f) ADJ UNCH    1 2
 CX0425
 CX0425.Superseded values are not recommended for survey control.
 CX0425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0425.See file dsdata.txt to determine how the superseded data were derived.
 CX0425
 CX0425_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR670777(NAD 83)
 CX0425_MARKER: DB = BENCH MARK DISK
 CX0425_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX0425_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CX0425_STAMPING: G 336 1966
 CX0425_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX0425+STABILITY: SURFACE MOTION
 CX0425
 CX0425  HISTORY     - Date     Condition        Report By
 CX0425  HISTORY     - 1966     MONUMENTED       CGS
 CX0425  HISTORY     - 1967     GOOD             NGS
 CX0425
 CX0425                          STATION DESCRIPTION
 CX0425
 CX0425'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 CX0425'5.9 MI SE FROM W S P G HEADQUARTERS.
 CX0425'ABOUT 5.9 MILES SOUTHEAST ALONG WAR HIGHWAY 11 FROM THE WHITE SANDS
 CX0425'MISSILE RANGE HEADQUARTERS BUILDING, IN S 10, T 23 S, R 5 E, 0.25 MILE
 CX0425'NORTHWEST OF A CURVE IN THE HIGHWAY, 79 FEET NORTHEAST OF THE CENTER
 CX0425'LINE OF THE HIGHWAY, 8 FEET SOUTHEAST OF A TELEPHONE POLE BRACED BY 2
 CX0425'GUY WIRES, IN LINE WITH A ROW OF TELEPHONE POLES, 2 1/2 FEET NORTHWEST
 CX0425'OF A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE
 CX0425'TOP OF A CONCRETE POST PROJECTING 10 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0191 ***********************************************************************
 CX0191  DESIGNATION -  G 337
 CX0191  PID         -  CX0191
 CX0191  STATE/COUNTY-  NM/DONA ANA
 CX0191  USGS QUAD   -  BENNETT MOUNTAIN (1981)
 CX0191
 CX0191                         *CURRENT SURVEY CONTROL
 CX0191  ___________________________________________________________________
 CX0191* NAD 83(1986)-  32 34 00.     (N)    106 25 40.     (W)     SCALED    
 CX0191* NAVD 88     -      1236.615  (meters)    4057.13   (feet)  ADJUSTED  
 CX0191  ___________________________________________________________________
 CX0191  GEOID HEIGHT-         -23.30  (meters)                     GEOID03
 CX0191  DYNAMIC HT  -        1234.798 (meters)    4051.17  (feet)  COMP
 CX0191  MODELED GRAV-     979,127.0   (mgal)                       NAVD 88
 CX0191
 CX0191  VERT ORDER  -  SECOND    CLASS 0
 CX0191
 CX0191.The horizontal coordinates were scaled from a topographic map and have
 CX0191.an estimated accuracy of +/- 6 seconds.
 CX0191
 CX0191.The orthometric height was determined by differential leveling
 CX0191.and adjusted by the National Geodetic Survey in June 1991..
 CX0191
 CX0191.The geoid height was determined by GEOID03.
 CX0191
 CX0191.The dynamic height is computed by dividing the NAVD 88
 CX0191.geopotential number by the normal gravity value computed on the
 CX0191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0191.degrees latitude (g = 980.6199 gals.).
 CX0191
 CX0191.The modeled gravity was interpolated from observed gravity values.
 CX0191
 CX0191;                    North         East    Units  Estimated Accuracy
 CX0191;SPC NM C     -   173,710.      483,310.      MT  (+/- 180 meters Scaled)
 CX0191
 CX0191                          SUPERSEDED SURVEY CONTROL
 CX0191
 CX0191  NGVD 29 (??/??/92) 1236.038  (m)         4055.23   (f) ADJ UNCH    2 0
 CX0191
 CX0191.Superseded values are not recommended for survey control.
 CX0191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0191.See file dsdata.txt to determine how the superseded data were derived.
 CX0191
 CX0191_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS659041(NAD 83)
 CX0191_MARKER: DB = BENCH MARK DISK
 CX0191_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CX0191_SP_SET: MONUMENT
 CX0191_STAMPING: G 337 1968
 CX0191_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX0191
 CX0191  HISTORY     - Date     Condition        Report By
 CX0191  HISTORY     - 1968     MONUMENTED       CGS
 CX0191
 CX0191                          STATION DESCRIPTION
 CX0191
 CX0191'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 CX0191'14 MI N FROM WHITE SANDS MISSILE RANGE HDQ.
 CX0191'4.2 MILES NORTHERLY ALONG MAIN ACCESS ROAD FROM THE WHITE SANDS
 CX0191'MISSILE RANGE HEADQUARTERS, THENCE 4.6 MILES NORTHEASTERLY ALONG U.S.
 CX0191'HIGHWAY 70, THENCE 7.6 MILES NORTHWEST AND NORTH ALONG WSMR ROUTE 7.
 CX0191'IT IS 125 FEET EAST OF THE CENTERLINE OF THE ROAD, 14 FEET SOUTHEAST
 CX0191'OF A TELEPHONE POLE, 3.5 FEET WEST OF A METAL WITNESS SIGN AND SET IN
 CX0191'THE TOP OF A 12-INCH IN DIAMETER CONCRETE MONUMENT THAT PROJECTS ABOUT
 CX0191'6-INCHES ABOVE THE GROUND AND IS ABOUT THE SAME ELEVATION AS THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0548 ***********************************************************************
 CX0548  DESIGNATION -  G 338
 CX0548  PID         -  CX0548
 CX0548  STATE/COUNTY-  NM/OTERO
 CX0548  USGS QUAD   -  WHITE SANDS SE (1994)
 CX0548
 CX0548                         *CURRENT SURVEY CONTROL
 CX0548  ___________________________________________________________________
 CX0548* NAD 83(1986)-  32 17 52.     (N)    106 17 23.     (W)     SCALED    
 CX0548* NAVD 88     -      1237.133  (meters)    4058.83   (feet)  ADJUSTED  
 CX0548  ___________________________________________________________________
 CX0548  GEOID HEIGHT-         -23.67  (meters)                     GEOID03
 CX0548  DYNAMIC HT  -        1235.279 (meters)    4052.74  (feet)  COMP
 CX0548  MODELED GRAV-     979,098.2   (mgal)                       NAVD 88
 CX0548
 CX0548  VERT ORDER  -  SECOND    CLASS 0
 CX0548
 CX0548.The horizontal coordinates were scaled from a topographic map and have
 CX0548.an estimated accuracy of +/- 6 seconds.
 CX0548
 CX0548.The orthometric height was determined by differential leveling
 CX0548.and adjusted by the National Geodetic Survey in June 1991..
 CX0548
 CX0548.The geoid height was determined by GEOID03.
 CX0548
 CX0548.The dynamic height is computed by dividing the NAVD 88
 CX0548.geopotential number by the normal gravity value computed on the
 CX0548.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0548.degrees latitude (g = 980.6199 gals.).
 CX0548
 CX0548.The modeled gravity was interpolated from observed gravity values.
 CX0548
 CX0548;                    North         East    Units  Estimated Accuracy
 CX0548;SPC NM C     -   143,890.      496,260.      MT  (+/- 180 meters Scaled)
 CX0548
 CX0548                          SUPERSEDED SURVEY CONTROL
 CX0548
 CX0548  NGVD 29 (??/??/92) 1236.540  (m)         4056.88   (f) ADJ UNCH    2 0
 CX0548
 CX0548.Superseded values are not recommended for survey control.
 CX0548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0548.See file dsdata.txt to determine how the superseded data were derived.
 CX0548
 CX0548_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR785741(NAD 83)
 CX0548_MARKER: DB = BENCH MARK DISK
 CX0548_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CX0548_SP_SET: MONUMENT
 CX0548_STAMPING: G 338 1969
 CX0548_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX0548
 CX0548  HISTORY     - Date     Condition        Report By
 CX0548  HISTORY     - 1969     MONUMENTED       CGS
 CX0548
 CX0548                          STATION DESCRIPTION
 CX0548
 CX0548'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CX0548'13.3 MI SE FROM WHITE SANDS MISSILE RANGE HDQ.
 CX0548'8.7 MILES SOUTH ALONG WAR ROAD 11 FROM WHITE SANDS MISSILE RANGE
 CX0548'HEADQUARTERS.  THENCE 0.7 MILE EAST ALONG A DIRT ROAD.  THENCE LEFT
 CX0548'FORK EAST NORTHEAST 6.1 MILES ALONG A DIRT ROAD TO ROAD LEADING SOUTH.
 CX0548'IT IS 58.0 FEET NORTH NORTHEAST OF THE INTERSECTION OF THE CENTERLINE
 CX0548'OF ROADS, 56.0 FEET NORTHEAST OF THE CENTERLINE OF THE EAST-WEST ROAD
 CX0548'AND 4.0 FEET SOUTH OF A METAL WITNESS SIGN.  IT IS SET IN THE TOP OF A
 CX0548'12-INCH IN DIAMETER CONCRETE MONUMENT THAT PROJECTS ABOUT 0.4 FOOT AND
 CX0548'IS ABOUT THE SAME ELEVATION AS THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0092 ***********************************************************************
 CW0092  DESIGNATION -  G 34
 CW0092  PID         -  CW0092
 CW0092  STATE/COUNTY-  NM/EDDY
 CW0092  USGS QUAD   -  RED LAKE SE (1955)
 CW0092
 CW0092                         *CURRENT SURVEY CONTROL
 CW0092  ___________________________________________________________________
 CW0092* NAD 83(1986)-  32 48 04.     (N)    104 07 00.     (W)     SCALED    
 CW0092* NAVD 88     -      1114.015  (meters)    3654.90   (feet)  ADJUSTED  
 CW0092  ___________________________________________________________________
 CW0092  GEOID HEIGHT-         -23.00  (meters)                     GEOID03
 CW0092  DYNAMIC HT  -        1112.472 (meters)    3649.84  (feet)  COMP
 CW0092  MODELED GRAV-     979,214.3   (mgal)                       NAVD 88
 CW0092
 CW0092  VERT ORDER  -  FIRST     CLASS II
 CW0092
 CW0092.The horizontal coordinates were scaled from a topographic map and have
 CW0092.an estimated accuracy of +/- 6 seconds.
 CW0092
 CW0092.The orthometric height was determined by differential leveling
 CW0092.and adjusted by the National Geodetic Survey in June 1991..
 CW0092
 CW0092.The geoid height was determined by GEOID03.
 CW0092
 CW0092.The dynamic height is computed by dividing the NAVD 88
 CW0092.geopotential number by the normal gravity value computed on the
 CW0092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0092.degrees latitude (g = 980.6199 gals.).
 CW0092
 CW0092.The modeled gravity was interpolated from observed gravity values.
 CW0092
 CW0092;                    North         East    Units  Estimated Accuracy
 CW0092;SPC NM E     -   199,720.      185,290.      MT  (+/- 180 meters Scaled)
 CW0092
 CW0092                          SUPERSEDED SURVEY CONTROL
 CW0092
 CW0092  NGVD 29 (??/??/92) 1113.543  (m)         3653.35   (f) ADJ UNCH    1 2
 CW0092
 CW0092.Superseded values are not recommended for survey control.
 CW0092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0092.See file dsdata.txt to determine how the superseded data were derived.
 CW0092
 CW0092_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES827295(NAD 83)
 CW0092_MARKER: DB = BENCH MARK DISK
 CW0092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CW0092_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CW0092_STAMPING: G 34, 1933
 CW0092_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CW0092+STABILITY: SURFACE MOTION
 CW0092
 CW0092  HISTORY     - Date     Condition        Report By
 CW0092  HISTORY     - 1933     MONUMENTED       CGS
 CW0092  HISTORY     - 1934     GOOD             NGS
 CW0092
 CW0092                          STATION DESCRIPTION
 CW0092
 CW0092'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CW0092'18.1 MI E FROM ARTESIA.
 CW0092'18.1 MILES EAST OF DEPOT ALONG HWY. NO. 83 ON STATE HIGHWAY NO. 83,
 CW0092'180 FEET EAST OF SHORT DRAIN DITCH FOR HIGHWAY, 60 FEET SOUTH OF
 CW0092'CENTERLINE OF HWY. AND ABOUT 1300 FT. EAST OF CURVE BETWEEN TANGENTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0703 ***********************************************************************
 DR0703  DESIGNATION -  G 340
 DR0703  PID         -  DR0703
 DR0703  STATE/COUNTY-  NM/LINCOLN
 DR0703  USGS QUAD   -  CARRIZOZO WEST (1982)
 DR0703
 DR0703                         *CURRENT SURVEY CONTROL
 DR0703  ___________________________________________________________________
 DR0703* NAD 83(1986)-  33 43 46.     (N)    105 58 44.     (W)     SCALED    
 DR0703* NAVD 88     -      1694.031  (meters)    5557.83   (feet)  ADJUSTED  
 DR0703  ___________________________________________________________________
 DR0703  GEOID HEIGHT-         -20.64  (meters)                     GEOID03
 DR0703  DYNAMIC HT  -        1691.579 (meters)    5549.79  (feet)  COMP
 DR0703  MODELED GRAV-     979,128.5   (mgal)                       NAVD 88
 DR0703
 DR0703  VERT ORDER  -  FIRST     CLASS II
 DR0703
 DR0703.The horizontal coordinates were scaled from a topographic map and have
 DR0703.an estimated accuracy of +/- 6 seconds.
 DR0703
 DR0703.The orthometric height was determined by differential leveling
 DR0703.and adjusted by the National Geodetic Survey in June 1991..
 DR0703
 DR0703.The geoid height was determined by GEOID03.
 DR0703
 DR0703.The dynamic height is computed by dividing the NAVD 88
 DR0703.geopotential number by the normal gravity value computed on the
 DR0703.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0703.degrees latitude (g = 980.6199 gals.).
 DR0703
 DR0703.The modeled gravity was interpolated from observed gravity values.
 DR0703
 DR0703;                    North         East    Units  Estimated Accuracy
 DR0703;SPC NM C     -   302,680.      525,120.      MT  (+/- 180 meters Scaled)
 DR0703
 DR0703                          SUPERSEDED SURVEY CONTROL
 DR0703
 DR0703  NGVD 29 (??/??/92) 1693.335  (m)         5555.55   (f) ADJ UNCH    1 2
 DR0703
 DR0703.Superseded values are not recommended for survey control.
 DR0703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0703.See file dsdata.txt to determine how the superseded data were derived.
 DR0703
 DR0703_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDT093325(NAD 83)
 DR0703_MARKER: DB = BENCH MARK DISK
 DR0703_SETTING: 66 = SET IN ROCK OUTCROP
 DR0703_SP_SET: OUTCROP
 DR0703_STAMPING: G 340 1969
 DR0703_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DR0703+STABILITY: POSITION/ELEVATION WELL
 DR0703
 DR0703  HISTORY     - Date     Condition        Report By
 DR0703  HISTORY     - 1969     MONUMENTED       CGS
 DR0703
 DR0703                          STATION DESCRIPTION
 DR0703
 DR0703'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 DR0703'9.25 MI NW FROM CARRIZOZO.
 DR0703'ABOUT 0.45 MILE NORTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 DR0703'THE STATION AT CARRIZOZO, THENCE 8.8 MILES NORTHWEST ALONG U.S.
 DR0703'HIGHWAY 380, IN SECTION 2, T 7 S, R 9 E, 0.1 MILE EAST OF A CURVE IN
 DR0703'THE HIGHWAY, 59 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, SET IN
 DR0703'THE TOP OF A 2- X 4-FOOT OUTCROP WHICH PROJECTS 12 INCHES ON THE NORTH
 DR0703'SIDE, 1.0 FOOT NORTHEAST OF A METAL WITNESS POST, AND ABOUT 8 FEET
 DR0703'ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0157 ***********************************************************************
 DS0157  DESIGNATION -  G 341
 DS0157  PID         -  DS0157
 DS0157  STATE/COUNTY-  NM/LINCOLN
 DS0157  USGS QUAD   -  BULL GAP SW (1981)
 DS0157
 DS0157                         *CURRENT SURVEY CONTROL
 DS0157  ___________________________________________________________________
 DS0157* NAD 83(1986)-  33 34 43.     (N)    106 08 29.     (W)     SCALED    
 DS0157* NAVD 88     -      1445.396  (meters)    4742.10   (feet)  ADJUSTED  
 DS0157  ___________________________________________________________________
 DS0157  GEOID HEIGHT-         -21.37  (meters)                     GEOID03
 DS0157  DYNAMIC HT  -        1443.327 (meters)    4735.32  (feet)  COMP
 DS0157  MODELED GRAV-     979,155.3   (mgal)                       NAVD 88
 DS0157
 DS0157  VERT ORDER  -  SECOND    CLASS 0
 DS0157
 DS0157.The horizontal coordinates were scaled from a topographic map and have
 DS0157.an estimated accuracy of +/- 6 seconds.
 DS0157
 DS0157.The orthometric height was determined by differential leveling
 DS0157.and adjusted by the National Geodetic Survey in June 1991..
 DS0157
 DS0157.The geoid height was determined by GEOID03.
 DS0157
 DS0157.The dynamic height is computed by dividing the NAVD 88
 DS0157.geopotential number by the normal gravity value computed on the
 DS0157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0157.degrees latitude (g = 980.6199 gals.).
 DS0157
 DS0157.The modeled gravity was interpolated from observed gravity values.
 DS0157
 DS0157;                    North         East    Units  Estimated Accuracy
 DS0157;SPC NM C     -   285,920.      510,080.      MT  (+/- 180 meters Scaled)
 DS0157
 DS0157                          SUPERSEDED SURVEY CONTROL
 DS0157
 DS0157  NGVD 29 (??/??/92) 1444.738  (m)         4739.94   (f) ADJ UNCH    2 0
 DS0157
 DS0157.Superseded values are not recommended for survey control.
 DS0157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0157.See file dsdata.txt to determine how the superseded data were derived.
 DS0157
 DS0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT940160(NAD 83)
 DS0157_MARKER: DB = BENCH MARK DISK
 DS0157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0157_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0157_STAMPING: G 341 1969
 DS0157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0157+STABILITY: SURFACE MOTION
 DS0157
 DS0157  HISTORY     - Date     Condition        Report By
 DS0157  HISTORY     - 1969     MONUMENTED       CGS
 DS0157
 DS0157                          STATION DESCRIPTION
 DS0157
 DS0157'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 DS0157'12.85 MI NW FROM OSCURO.
 DS0157'ABOUT 7.05 MILES NORTHWEST ALONG WHITE SANDS MISSILE RANGE ROUTE 12
 DS0157'FROM THE STORE AT OSCURO, THENCE 4.8 MILES NORTH ALONG WHITE SANDS
 DS0157'MISSILE RANGE ROUTE 11, THENCE 1.0 MILE EAST ALONG ROAD NUMBER 336,
 DS0157'0.1 MILE WEST OF THE CREST OF A HILL, 83 FEET NORTH OF THE CENTER LINE
 DS0157'OF THE ROAD, 2.3 FEET EAST OF A METAL WITNESS POST, ABOUT 1 FOOT ABOVE
 DS0157'THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST, WHICH
 DS0157'PROJECTS 3 INCHES ABOVE THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0172 ***********************************************************************
 DS0172  DESIGNATION -  G 342
 DS0172  PID         -  DS0172
 DS0172  STATE/COUNTY-  NM/SOCORRO
 DS0172  USGS QUAD   -  GARDEN SPRING CANYON (1982)
 DS0172
 DS0172                         *CURRENT SURVEY CONTROL
 DS0172  ___________________________________________________________________
 DS0172* NAD 83(1986)-  33 45 51.     (N)    106 18 07.     (W)     SCALED    
 DS0172* NAVD 88     -      1961.118  (meters)    6434.10   (feet)  ADJUSTED  
 DS0172  ___________________________________________________________________
 DS0172  GEOID HEIGHT-         -21.13  (meters)                     GEOID03
 DS0172  DYNAMIC HT  -        1958.111 (meters)    6424.24  (feet)  COMP
 DS0172  MODELED GRAV-     979,032.9   (mgal)                       NAVD 88
 DS0172
 DS0172  VERT ORDER  -  SECOND    CLASS 0
 DS0172
 DS0172.The horizontal coordinates were scaled from a topographic map and have
 DS0172.an estimated accuracy of +/- 6 seconds.
 DS0172
 DS0172.The orthometric height was determined by differential leveling
 DS0172.and adjusted by the National Geodetic Survey in June 1991..
 DS0172
 DS0172.The geoid height was determined by GEOID03.
 DS0172
 DS0172.The dynamic height is computed by dividing the NAVD 88
 DS0172.geopotential number by the normal gravity value computed on the
 DS0172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0172.degrees latitude (g = 980.6199 gals.).
 DS0172
 DS0172.The modeled gravity was interpolated from observed gravity values.
 DS0172
 DS0172;                    North         East    Units  Estimated Accuracy
 DS0172;SPC NM C     -   306,500.      495,190.      MT  (+/- 180 meters Scaled)
 DS0172
 DS0172                          SUPERSEDED SURVEY CONTROL
 DS0172
 DS0172  NGVD 29 (??/??/92) 1960.257  (m)         6431.28   (f) ADJ UNCH    2 0
 DS0172
 DS0172.Superseded values are not recommended for survey control.
 DS0172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0172.See file dsdata.txt to determine how the superseded data were derived.
 DS0172
 DS0172_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT794367(NAD 83)
 DS0172_MARKER: DB = BENCH MARK DISK
 DS0172_SETTING: 66 = SET IN ROCK OUTCROP
 DS0172_SP_SET: OUTCROP
 DS0172_STAMPING: G 342 1969
 DS0172_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DS0172+STABILITY: POSITION/ELEVATION WELL
 DS0172
 DS0172  HISTORY     - Date     Condition        Report By
 DS0172  HISTORY     - 1969     MONUMENTED       CGS
 DS0172
 DS0172                          STATION DESCRIPTION
 DS0172
 DS0172'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 DS0172'33.7 MI NW FROM CARRIZOZO.
 DS0172'ABOUT 0.45 MILE NORTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 DS0172'THE STATION AT CARRIZOZO, THENCE 27.55 MILES NORTHWEST ALONG U.S.
 DS0172'HIGHWAY 380, THENCE 5.7 MILES SOUTHWEST ALONG WHITE SANDS MISSILE
 DS0172'RANGE ROUTE 9, IN SECTION 26, T 6 S, R 6 E, 24 FEET WEST OF THE CENTER
 DS0172'LINE OF THE ROUTE, SET IN THE TOP OF A 3- X 8-FOOT ROCK OUTCROP, 1.8
 DS0172'FEET WEST OF A METAL WITNESS POST, AND ABOUT 1 FOOT ABOVE THE LEVEL OF
 DS0172'THE ROUTE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0299 ***********************************************************************
 DS0299  DESIGNATION -  G 343
 DS0299  PID         -  DS0299
 DS0299  STATE/COUNTY-  NM/LINCOLN
 DS0299  USGS QUAD   -  BULL GAP (1981)
 DS0299
 DS0299                         *CURRENT SURVEY CONTROL
 DS0299  ___________________________________________________________________
 DS0299* NAD 83(1986)-  33 31 52.     (N)    106 01 24.     (W)     SCALED    
 DS0299* NAVD 88     -      1561.034  (meters)    5121.49   (feet)  ADJUSTED  
 DS0299  ___________________________________________________________________
 DS0299  GEOID HEIGHT-         -20.91  (meters)                     GEOID03
 DS0299  DYNAMIC HT  -        1558.804 (meters)    5114.18  (feet)  COMP
 DS0299  MODELED GRAV-     979,153.0   (mgal)                       NAVD 88
 DS0299
 DS0299  VERT ORDER  -  FIRST     CLASS II
 DS0299
 DS0299.The horizontal coordinates were scaled from a topographic map and have
 DS0299.an estimated accuracy of +/- 6 seconds.
 DS0299
 DS0299.The orthometric height was determined by differential leveling
 DS0299.and adjusted by the National Geodetic Survey in June 1991..
 DS0299
 DS0299.The geoid height was determined by GEOID03.
 DS0299
 DS0299.The dynamic height is computed by dividing the NAVD 88
 DS0299.geopotential number by the normal gravity value computed on the
 DS0299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0299.degrees latitude (g = 980.6199 gals.).
 DS0299
 DS0299.The modeled gravity was interpolated from observed gravity values.
 DS0299
 DS0299;                    North         East    Units  Estimated Accuracy
 DS0299;SPC NM C     -   280,670.      521,050.      MT  (+/- 180 meters Scaled)
 DS0299
 DS0299                          SUPERSEDED SURVEY CONTROL
 DS0299
 DS0299  NGVD 29 (??/??/92) 1560.368  (m)         5119.31   (f) ADJ UNCH    1 2
 DS0299
 DS0299.Superseded values are not recommended for survey control.
 DS0299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0299.See file dsdata.txt to determine how the superseded data were derived.
 DS0299
 DS0299_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDT049106(NAD 83)
 DS0299_MARKER: DB = BENCH MARK DISK
 DS0299_SETTING: 66 = SET IN ROCK OUTCROP
 DS0299_SP_SET: OUTCROP
 DS0299_STAMPING: G 343 1969
 DS0299_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DS0299+STABILITY: POSITION/ELEVATION WELL
 DS0299
 DS0299  HISTORY     - Date     Condition        Report By
 DS0299  HISTORY     - 1969     MONUMENTED       CGS
 DS0299  HISTORY     - 1980     GOOD             NGS
 DS0299
 DS0299                          STATION DESCRIPTION
 DS0299
 DS0299'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 DS0299'3.75 MI NE FROM OSCURO.
 DS0299'ABOUT 3.75 MILES NORTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD
 DS0299'FROM THE STORE AT OSCURO, IN SECTION 17, T 9 S, R 9 E, 4 1/2 POLES
 DS0299'NORTHEAST OF MILEPOST 1428, AT THE SOUTHWEST END OF A CUT FOR THE
 DS0299'RAILROAD, 15 FEET NORTHWEST OF THE NORTHWEST RAIL, SET IN THE TOP OF A
 DS0299'2- X 4-FOOT ROCK OUTCROP, 180 FEET SOUTHEAST OF THE CENTER LINE OF
 DS0299'U.S. HIGHWAY 54, 0.9 FOOT EAST OF A METAL WITNESS POST, AND ABOUT
 DS0299'LEVEL WITH THE TRACK.
 DS0299
 DS0299                          STATION RECOVERY (1980)
 DS0299
 DS0299'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DS0299'19.2 KM (11.95 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 54 FROM THE
 DS0299'JUNCTION OF U.S. HIGHWAYS 54 AND 380 IN CARRIZOZO, 4-1/2 POLES
 DS0299'NORTHEAST OF RAILROAD MILEPOST 1428, IN TOP OF A 2X4 FT EXPOSED AREA
 DS0299'OF ROCK OUTCROP AT THE SOUTHWEST END OF A CUT, 54.9 METERS (180.0 FT)
 DS0299'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY AND 4.6 METERS (15.0 FT)
 DS0299'NORTHWEST OF THE NEAR RAIL OF THE SOUTHERN PACIFIC RAILROAD.
 DS0299'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 DS0299'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0293 ***********************************************************************
 DS0293  DESIGNATION -  G 344
 DS0293  PID         -  DS0293
 DS0293  STATE/COUNTY-  NM/LINCOLN
 DS0293  USGS QUAD   -  BULL GAP SW (1981)
 DS0293
 DS0293                         *CURRENT SURVEY CONTROL
 DS0293  ___________________________________________________________________
 DS0293* NAD 83(1986)-  33 35 46.     (N)    106 14 22.     (W)     SCALED    
 DS0293* NAVD 88     -      1506.609  (meters)    4942.93   (feet)  ADJUSTED  
 DS0293  ___________________________________________________________________
 DS0293  GEOID HEIGHT-         -21.54  (meters)                     GEOID03
 DS0293  DYNAMIC HT  -        1504.430 (meters)    4935.78  (feet)  COMP
 DS0293  MODELED GRAV-     979,137.6   (mgal)                       NAVD 88
 DS0293
 DS0293  VERT ORDER  -  SECOND    CLASS 0
 DS0293
 DS0293.The horizontal coordinates were scaled from a topographic map and have
 DS0293.an estimated accuracy of +/- 6 seconds.
 DS0293
 DS0293.The orthometric height was determined by differential leveling
 DS0293.and adjusted by the National Geodetic Survey in June 1991..
 DS0293
 DS0293.The geoid height was determined by GEOID03.
 DS0293
 DS0293.The dynamic height is computed by dividing the NAVD 88
 DS0293.geopotential number by the normal gravity value computed on the
 DS0293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0293.degrees latitude (g = 980.6199 gals.).
 DS0293
 DS0293.The modeled gravity was interpolated from observed gravity values.
 DS0293
 DS0293;                    North         East    Units  Estimated Accuracy
 DS0293;SPC NM C     -   287,860.      500,980.      MT  (+/- 180 meters Scaled)
 DS0293
 DS0293                          SUPERSEDED SURVEY CONTROL
 DS0293
 DS0293  NGVD 29 (??/??/92) 1505.921  (m)         4940.68   (f) ADJ UNCH    2 0
 DS0293
 DS0293.Superseded values are not recommended for survey control.
 DS0293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0293.See file dsdata.txt to determine how the superseded data were derived.
 DS0293
 DS0293_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT849180(NAD 83)
 DS0293_MARKER: DB = BENCH MARK DISK
 DS0293_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0293_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0293_STAMPING: G 344 1969
 DS0293_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0293+STABILITY: SURFACE MOTION
 DS0293
 DS0293  HISTORY     - Date     Condition        Report By
 DS0293  HISTORY     - 1969     MONUMENTED       CGS
 DS0293
 DS0293                          STATION DESCRIPTION
 DS0293
 DS0293'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 DS0293'15.9 MI NW FROM OSCURO.
 DS0293'ABOUT 7.75 MILES NORTHWEST ALONG WHITE SANDS MISSILE RANGE ROUTE 12
 DS0293'FROM THE STORE AT OSCURO, THENCE 5.55 MILES NORTHWEST ALONG WHITE
 DS0293'SANDS MISSILE RANGE ROUTE 9, THENCE 2.6 MILES NORTHWEST ALONG ROAD
 DS0293'NUMBER 331, IN SECTION 20, T 8 S, R 7 E, 36 FEET SOUTH OF THE CENTER
 DS0293'LINE OF THE ROAD, 2.0 FEET NORTH OF A METAL WITNESS POST, ABOUT 1 1/2
 DS0293'FEET ABOVE THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE
 DS0293'POST WHICH PROJECTS 6 INCHES ABOVE THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0632 ***********************************************************************
 CW0632  DESIGNATION -  G 345
 CW0632  PID         -  CW0632
 CW0632  STATE/COUNTY-  NM/EDDY
 CW0632  USGS QUAD   -  KITCHEN COVE (1985)
 CW0632
 CW0632                         *CURRENT SURVEY CONTROL
 CW0632  ___________________________________________________________________
 CW0632* NAD 83(1986)-  32 16 23.     (N)    104 17 16.     (W)     SCALED    
 CW0632* NAVD 88     -      1011.851  (meters)    3319.71   (feet)  ADJUSTED  
 CW0632  ___________________________________________________________________
 CW0632  GEOID HEIGHT-         -24.48  (meters)                     GEOID03
 CW0632  DYNAMIC HT  -        1010.377 (meters)    3314.88  (feet)  COMP
 CW0632  MODELED GRAV-     979,148.9   (mgal)                       NAVD 88
 CW0632
 CW0632  VERT ORDER  -  FIRST     CLASS I
 CW0632
 CW0632.The horizontal coordinates were scaled from a topographic map and have
 CW0632.an estimated accuracy of +/- 6 seconds.
 CW0632
 CW0632.The orthometric height was determined by differential leveling
 CW0632.and adjusted by the National Geodetic Survey in June 1991..
 CW0632
 CW0632.The geoid height was determined by GEOID03.
 CW0632
 CW0632.The dynamic height is computed by dividing the NAVD 88
 CW0632.geopotential number by the normal gravity value computed on the
 CW0632.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0632.degrees latitude (g = 980.6199 gals.).
 CW0632
 CW0632.The modeled gravity was interpolated from observed gravity values.
 CW0632
 CW0632;                    North         East    Units  Estimated Accuracy
 CW0632;SPC NM E     -   141,150.      169,290.      MT  (+/- 180 meters Scaled)
 CW0632
 CW0632                          SUPERSEDED SURVEY CONTROL
 CW0632
 CW0632  NGVD 29 (??/??/92) 1011.345  (m)         3318.05   (f) ADJ UNCH    1 1
 CW0632
 CW0632.Superseded values are not recommended for survey control.
 CW0632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0632.See file dsdata.txt to determine how the superseded data were derived.
 CW0632
 CW0632_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SER670709(NAD 83)
 CW0632_MARKER: DB = BENCH MARK DISK
 CW0632_SETTING: 66 = SET IN ROCK OUTCROP
 CW0632_SP_SET: OUTCROP
 CW0632_STAMPING: G 345 1977
 CW0632_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CW0632+STABILITY: POSITION/ELEVATION WELL
 CW0632
 CW0632  HISTORY     - Date     Condition        Report By
 CW0632  HISTORY     - 1977     MONUMENTED       NGS
 CW0632
 CW0632                          STATION DESCRIPTION
 CW0632
 CW0632'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CW0632'11.3 MI SW FROM CARLSBAD.
 CW0632'11.3 MILES SOUTHWEST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE
 CW0632'COURTHOUSE, 0.35 MILE SOUTH OF MILEPOST 25, AT THE JUNCTION OF A
 CW0632'GRAVELED ROAD LEADING EAST, 71 FT. WEST OF THE CENTER LINE OF THE
 CW0632'HIGHWAY, 78 FT. SOUTH OF THE EXTENDED CENTER LINE OF THE ROAD, IN
 CW0632'THE TOP OF A LARGE LOW ROCK OUTCROP WHICH PROJECTS ABOUT 1.5 FT.
 CW0632'ABOVE THE GROUND, 30.0 FT. EAST OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0483 ***********************************************************************
 CV0483  DESIGNATION -  G 346
 CV0483  PID         -  CV0483
 CV0483  STATE/COUNTY-  NM/EDDY
 CV0483  USGS QUAD   -  TOWER HILL SOUTH (1985)
 CV0483
 CV0483                         *CURRENT SURVEY CONTROL
 CV0483  ___________________________________________________________________
 CV0483* NAD 83(1986)-  32 25 06.     (N)    103 59 30.     (W)     SCALED    
 CV0483* NAVD 88     -      1040.063  (meters)    3412.27   (feet)  ADJUSTED  
 CV0483  ___________________________________________________________________
 CV0483  GEOID HEIGHT-         -24.43  (meters)                     GEOID03
 CV0483  DYNAMIC HT  -        1038.570 (meters)    3407.38  (feet)  COMP
 CV0483  MODELED GRAV-     979,167.9   (mgal)                       NAVD 88
 CV0483
 CV0483  VERT ORDER  -  FIRST     CLASS I
 CV0483
 CV0483.The horizontal coordinates were scaled from a topographic map and have
 CV0483.an estimated accuracy of +/- 6 seconds.
 CV0483
 CV0483.The orthometric height was determined by differential leveling
 CV0483.and adjusted by the National Geodetic Survey in June 1991..
 CV0483
 CV0483.The geoid height was determined by GEOID03.
 CV0483
 CV0483.The dynamic height is computed by dividing the NAVD 88
 CV0483.geopotential number by the normal gravity value computed on the
 CV0483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0483.degrees latitude (g = 980.6199 gals.).
 CV0483
 CV0483.The modeled gravity was interpolated from observed gravity values.
 CV0483
 CV0483;                    North         East    Units  Estimated Accuracy
 CV0483;SPC NM E     -   157,300.      197,140.      MT  (+/- 180 meters Scaled)
 CV0483
 CV0483                          SUPERSEDED SURVEY CONTROL
 CV0483
 CV0483  NGVD 29 (??/??/92) 1039.572  (m)         3410.66   (f) ADJ UNCH    1 1
 CV0483
 CV0483.Superseded values are not recommended for survey control.
 CV0483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0483.See file dsdata.txt to determine how the superseded data were derived.
 CV0483
 CV0483_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SER948872(NAD 83)
 CV0483_MARKER: DB = BENCH MARK DISK
 CV0483_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CV0483_SP_SET: 5 FT.
 CV0483_STAMPING: G 346 1977
 CV0483_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CV0483
 CV0483  HISTORY     - Date     Condition        Report By
 CV0483  HISTORY     - 1977     MONUMENTED       NGS
 CV0483  HISTORY     - 1981     GOOD             NGS
 CV0483
 CV0483                          STATION DESCRIPTION
 CV0483
 CV0483'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CV0483'14.05 MI EAST FROM CARLSBAD.
 CV0483'2.45 MILES NORTHEAST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE EAST END
 CV0483'OF THE BATAAN BRIDGE OVER THE PECOS RIVER, THENCE 11.6 MILES EAST
 CV0483'ALONG A PIPE LINE ROAD, 0.7 MILE EAST OF A STEEL CATTLEGUARD, 0.25
 CV0483'MILE EAST OF A CONCRETE WATER TANK ON THE SOUTH SIDE OF THE ROAD,
 CV0483'39 FT. NORTH OF THE CENTER LINE OF THE ROAD, 3 FT. WEST OF A POWER
 CV0483'LINE POLE, THE DISK IS 0.5 FT. BELOW THE LEVEL OF THE GROUND, ACCESS
 CV0483'TO WHICH IS HAD THROUGH A 4-INCH PLASTIC SCREW PLUG WHICH PROJECTS
 CV0483'2 INCHES ABOVE THE GROUND.
 CV0483
 CV0483                          STATION RECOVERY (1981)
 CV0483
 CV0483'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CV0483'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0508 ***********************************************************************
 CV0508  DESIGNATION -  G 347
 CV0508  PID         -  CV0508
 CV0508  STATE/COUNTY-  NM/EDDY
 CV0508  USGS QUAD   -  LIVINGSTON RIDGE (1985)
 CV0508
 CV0508                         *CURRENT SURVEY CONTROL
 CV0508  ___________________________________________________________________
 CV0508* NAD 83(1986)-  32 22 30.     (N)    103 50 28.     (W)     SCALED    
 CV0508* NAVD 88     -      1029.364  (meters)    3377.17   (feet)  ADJUSTED  
 CV0508  ___________________________________________________________________
 CV0508  GEOID HEIGHT-         -24.48  (meters)                     GEOID03
 CV0508  DYNAMIC HT  -        1027.882 (meters)    3372.31  (feet)  COMP
 CV0508  MODELED GRAV-     979,164.1   (mgal)                       NAVD 88
 CV0508
 CV0508  VERT ORDER  -  FIRST     CLASS I
 CV0508
 CV0508.The horizontal coordinates were scaled from a topographic map and have
 CV0508.an estimated accuracy of +/- 6 seconds.
 CV0508
 CV0508.The orthometric height was determined by differential leveling
 CV0508.and adjusted by the National Geodetic Survey in June 1991..
 CV0508
 CV0508.The geoid height was determined by GEOID03.
 CV0508
 CV0508.The dynamic height is computed by dividing the NAVD 88
 CV0508.geopotential number by the normal gravity value computed on the
 CV0508.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0508.degrees latitude (g = 980.6199 gals.).
 CV0508
 CV0508.The modeled gravity was interpolated from observed gravity values.
 CV0508
 CV0508;                    North         East    Units  Estimated Accuracy
 CV0508;SPC NM E     -   152,560.      211,320.      MT  (+/- 180 meters Scaled)
 CV0508
 CV0508                          SUPERSEDED SURVEY CONTROL
 CV0508
 CV0508  NGVD 29 (??/??/92) 1028.872  (m)         3375.56   (f) ADJ UNCH    1 1
 CV0508
 CV0508.Superseded values are not recommended for survey control.
 CV0508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0508.See file dsdata.txt to determine how the superseded data were derived.
 CV0508
 CV0508_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFR090825(NAD 83)
 CV0508_MARKER: DB = BENCH MARK DISK
 CV0508_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CV0508_SP_SET: 11 FT.
 CV0508_STAMPING: G 347 1977
 CV0508_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CV0508
 CV0508  HISTORY     - Date     Condition        Report By
 CV0508  HISTORY     - 1977     MONUMENTED       NGS
 CV0508  HISTORY     - 1981     GOOD             NGS
 CV0508
 CV0508                          STATION DESCRIPTION
 CV0508
 CV0508'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CV0508'35.25 MI EAST FROM CARLSBAD.
 CV0508'17.2 MILES NORTHEAST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE EAST END
 CV0508'OF THE BATAAN BRIDGE OVER THE PECOS RIVER, THENCE 7.8 MILES SOUTH
 CV0508'ALONG STATE HIGHWAY 31, THENCE 5.05 MILES EAST ALONG A DIRT ROAD,
 CV0508'THENCE 3.7 MILES SOUTH ALONG A DIRT ROAD, THENCE 1.5 MILES EAST
 CV0508'ALONG A PIPE LINE ROAD, 0.15 MILE WEST OF A STEEL GATE ACROSS THE
 CV0508'ROAD, AT THE JUNCTION OF A DIRT ROAD LEADING SOUTH TO ERDA POTASH
 CV0508'DRILL HOLE P 14, 69 FT. SOUTH OF THE CENTER LINE OF THE ROAD, 27 FT.
 CV0508'WEST OF THE CENTER LINE OF THE ROAD LEADING SOUTH, THE DISK IS 3
 CV0508'INCHES BELOW THE LEVEL OF THE GROUND, ACCESS TO WHICH IS HAD THROUGH
 CV0508'A 4-INCH PLASTIC SCREW PLUG WHICH PROJECTS 1 INCH ABOVE THE GROUND.
 CV0508
 CV0508                          STATION RECOVERY (1981)
 CV0508
 CV0508'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CV0508'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0522 ***********************************************************************
 CV0522  DESIGNATION -  G 348
 CV0522  PID         -  CV0522
 CV0522  STATE/COUNTY-  NM/EDDY
 CV0522  USGS QUAD   -  THE DIVIDE (1984)
 CV0522
 CV0522                         *CURRENT SURVEY CONTROL
 CV0522  ___________________________________________________________________
 CV0522* NAD 83(1986)-  32 26 02.     (N)    103 44 30.     (W)     SCALED    
 CV0522* NAVD 88     -      1080.340  (meters)    3544.42   (feet)  ADJUSTED  
 CV0522  ___________________________________________________________________
 CV0522  GEOID HEIGHT-         -23.98  (meters)                     GEOID03
 CV0522  DYNAMIC HT  -        1078.783 (meters)    3539.31  (feet)  COMP
 CV0522  MODELED GRAV-     979,161.0   (mgal)                       NAVD 88
 CV0522
 CV0522  VERT ORDER  -  FIRST     CLASS I
 CV0522
 CV0522.The horizontal coordinates were scaled from a topographic map and have
 CV0522.an estimated accuracy of +/- 6 seconds.
 CV0522
 CV0522.The orthometric height was determined by differential leveling
 CV0522.and adjusted by the National Geodetic Survey in June 1991..
 CV0522
 CV0522.The geoid height was determined by GEOID03.
 CV0522
 CV0522.The dynamic height is computed by dividing the NAVD 88
 CV0522.geopotential number by the normal gravity value computed on the
 CV0522.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0522.degrees latitude (g = 980.6199 gals.).
 CV0522
 CV0522.The modeled gravity was interpolated from observed gravity values.
 CV0522
 CV0522;                    North         East    Units  Estimated Accuracy
 CV0522;SPC NM E     -   159,130.      220,640.      MT  (+/- 180 meters Scaled)
 CV0522
 CV0522                          SUPERSEDED SURVEY CONTROL
 CV0522
 CV0522  NGVD 29 (??/??/92) 1079.841  (m)         3542.78   (f) ADJ UNCH    1 1
 CV0522
 CV0522.Superseded values are not recommended for survey control.
 CV0522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0522.See file dsdata.txt to determine how the superseded data were derived.
 CV0522
 CV0522_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFR182892(NAD 83)
 CV0522_MARKER: DB = BENCH MARK DISK
 CV0522_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CV0522_SP_SET: 13 FT.
 CV0522_STAMPING: G 348 1977
 CV0522_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CV0522
 CV0522  HISTORY     - Date     Condition        Report By
 CV0522  HISTORY     - 1977     MONUMENTED       NGS
 CV0522  HISTORY     - 1981     GOOD             NGS
 CV0522
 CV0522                          STATION DESCRIPTION
 CV0522
 CV0522'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CV0522'43.75 MI EAST FROM CARLSBAD.
 CV0522'17.2 MILES NORTHEAST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE EAST END
 CV0522'OF THE BATAAN BRIDGE OVER THE PECOS RIVER, THENCE 7.8 MILES SOUTH
 CV0522'ALONG STATE HIGHWAY 31, THENCE 5.05 MILES EAST ALONG A DIRT ROAD,
 CV0522'THENCE 3.7 MILES SOUTH ALONG A DIRT ROAD, THENCE 7.7 MILES EAST
 CV0522'ALONG A PIPE LINE ROAD, THENCE 2.3 MILES NORTH ALONG A DIRT ROAD,
 CV0522'0.1 MILE NORTHWEST OF A POINT WHERE THE ROAD TURNS NORTHWEST, AT THE
 CV0522'NORTHWEST END OF THE ROAD AND NEAR THE SOUTHEAST EDGE OF THE DIRT
 CV0522'PAD FOR ERDA 6 DRILL HOLE, 14 FT. SOUTHWEST OF THE CENTER LINE OF
 CV0522'THE ROAD, 220 FT. SOUTHEAST OF THE CENTER OF A LARGE VALVE ON THE
 CV0522'TOP OF THE DRILL HOLE PIPE CASING, 14 FT. SOUTHWEST OF THE SOUTHWEST
 CV0522'STEEL POST OF A STEEL GATE ACROSS THE ROAD, THE DISK IS 0.6 FT.
 CV0522'BELOW THE LEVEL OF THE GROUND, ACCESS TO WHICH IS HAD THROUGH A 4-INCH
 CV0522'PLASTIC SCREW PLUG WHICH IS FLUSH WITH THE GROUND.
 CV0522
 CV0522                          STATION RECOVERY (1981)
 CV0522
 CV0522'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CV0522'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0479 ***********************************************************************
 CV0479  DESIGNATION -  G 349
 CV0479  PID         -  CV0479
 CV0479  STATE/COUNTY-  NM/EDDY
 CV0479  USGS QUAD   -  LOS MEDANOS (1985)
 CV0479
 CV0479                         *CURRENT SURVEY CONTROL
 CV0479  ___________________________________________________________________
 CV0479* NAD 83(1986)-  32 21 44.     (N)    103 49 30.     (W)     SCALED    
 CV0479* NAVD 88     -      1023.153  (meters)    3356.79   (feet)  ADJUSTED  
 CV0479  ___________________________________________________________________
 CV0479  GEOID HEIGHT-         -24.50  (meters)                     GEOID03
 CV0479  DYNAMIC HT  -        1021.676 (meters)    3351.95  (feet)  COMP
 CV0479  MODELED GRAV-     979,160.7   (mgal)                       NAVD 88
 CV0479
 CV0479  VERT ORDER  -  FIRST     CLASS I
 CV0479
 CV0479.The horizontal coordinates were scaled from a topographic map and have
 CV0479.an estimated accuracy of +/- 6 seconds.
 CV0479
 CV0479.The orthometric height was determined by differential leveling
 CV0479.and adjusted by the National Geodetic Survey in June 1991..
 CV0479
 CV0479.The geoid height was determined by GEOID03.
 CV0479
 CV0479.The dynamic height is computed by dividing the NAVD 88
 CV0479.geopotential number by the normal gravity value computed on the
 CV0479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0479.degrees latitude (g = 980.6199 gals.).
 CV0479
 CV0479.The modeled gravity was interpolated from observed gravity values.
 CV0479
 CV0479;                    North         East    Units  Estimated Accuracy
 CV0479;SPC NM E     -   151,150.      212,840.      MT  (+/- 180 meters Scaled)
 CV0479
 CV0479                          SUPERSEDED SURVEY CONTROL
 CV0479
 CV0479.No superseded survey control is available for this station.
 CV0479
 CV0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFR105811(NAD 83)
 CV0479_MARKER: DB = BENCH MARK DISK
 CV0479_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CV0479_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CV0479_STAMPING: G 349 1977
 CV0479_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CV0479
 CV0479  HISTORY     - Date     Condition        Report By
 CV0479  HISTORY     - 1977     MONUMENTED       NGS
 CV0479  HISTORY     - 1981     MARK NOT FOUND   NGS
 CV0479
 CV0479                          STATION DESCRIPTION
 CV0479
 CV0479'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CV0479'45.9 MI EAST FROM CARLSBAD.
 CV0479'17.2 MILES NORTHEAST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE EAST END
 CV0479'OF THE BATAAN BRIDGE OVER THE PECOS RIVER, THENCE 14.95 MILES SOUTH
 CV0479'ALONG STATE HIGHWAY 31, THENCE 10.2 MILES EAST ALONG STATE HIGHWAY
 CV0479'128, THENCE 1.05 MILES NORTH ALONG A DIRT ROAD, THENCE 0.35 MILE EAST
 CV0479'ALONG A DIRT ROAD, THENCE 0.55 MILE NORTH ALONG A DIRT ROAD, THENCE
 CV0479'0.65 MILE NORTHEAST ALONG A DIRT ROAD, THENCE 0.45 MILE WEST ALONG
 CV0479'A DIRT ROAD, THENCE 0.5 MILE NORTH ALONG A DIRT ROAD, AT THE END OF
 CV0479'THE ROAD, AT A DIRT PAD FOR ERDA POTASH DRILL HOLE P 6, A DISK
 CV0479'CEMENTED IN THE TOP OF A 3-INCH IRON PIPE WELL CASING WHICH PROJECTS
 CV0479'1.3 FT. ABOVE THE GROUND.  6 FT. NORTH OF THE EXTENDED CENTER LINE OF
 CV0479'THE ROAD TO THE PAD, ABOUT 160 FT. EAST OF THE CENTER LINE OF THE
 CV0479'ROAD.
 CV0479
 CV0479                          STATION RECOVERY (1981)
 CV0479
 CV0479'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CV0479'THE PIPE HAS BEEN HIT BY A TRUCK AND THE DISK POPPED LOOSE FROM THE
 CV0479'PIPE.  THE DISK WAS NOT RECOVERED BUT SHOULD BE CONSIDERED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0251 ***********************************************************************
 CV0251  DESIGNATION -  G 35
 CV0251  PID         -  CV0251
 CV0251  STATE/COUNTY-  NM/LEA
 CV0251  USGS QUAD   -  LOVINGTON (1979)
 CV0251
 CV0251                         *CURRENT SURVEY CONTROL
 CV0251  ___________________________________________________________________
 CV0251* NAD 83(1986)-  32 56 32.     (N)    103 20 50.     (W)     SCALED    
 CV0251* NAVD 88     -      1191.839  (meters)    3910.23   (feet)  ADJUSTED  
 CV0251  ___________________________________________________________________
 CV0251  GEOID HEIGHT-         -21.74  (meters)                     GEOID03
 CV0251  DYNAMIC HT  -        1190.213 (meters)    3904.89  (feet)  COMP
 CV0251  MODELED GRAV-     979,231.2   (mgal)                       NAVD 88
 CV0251
 CV0251  VERT ORDER  -  FIRST     CLASS II
 CV0251
 CV0251.The horizontal coordinates were scaled from a topographic map and have
 CV0251.an estimated accuracy of +/- 6 seconds.
 CV0251
 CV0251.The orthometric height was determined by differential leveling
 CV0251.and adjusted by the National Geodetic Survey in June 1991..
 CV0251
 CV0251.The geoid height was determined by GEOID03.
 CV0251
 CV0251.The dynamic height is computed by dividing the NAVD 88
 CV0251.geopotential number by the normal gravity value computed on the
 CV0251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0251.degrees latitude (g = 980.6199 gals.).
 CV0251
 CV0251.The modeled gravity was interpolated from observed gravity values.
 CV0251
 CV0251;                    North         East    Units  Estimated Accuracy
 CV0251;SPC NM E     -   215,780.      257,210.      MT  (+/- 180 meters Scaled)
 CV0251
 CV0251                          SUPERSEDED SURVEY CONTROL
 CV0251
 CV0251  NGVD 29 (??/??/92) 1191.413  (m)         3908.83   (f) ADJ UNCH    1 2
 CV0251
 CV0251.Superseded values are not recommended for survey control.
 CV0251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0251.See file dsdata.txt to determine how the superseded data were derived.
 CV0251
 CV0251_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFS545460(NAD 83)
 CV0251_MARKER: DB = BENCH MARK DISK
 CV0251_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CV0251_SP_SET: FOUNDATION
 CV0251_STAMPING: G-35 1933
 CV0251_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CV0251
 CV0251  HISTORY     - Date     Condition        Report By
 CV0251  HISTORY     - 1933     MONUMENTED       CGS
 CV0251  HISTORY     - 1934     GOOD             NGS
 CV0251  HISTORY     - 1961     GOOD             USGS
 CV0251
 CV0251                          STATION DESCRIPTION
 CV0251
 CV0251'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CV0251'IN LOVINGTON.
 CV0251'IN THE CENTER OF THE CONCRETE FOUNDATION OF THE LOVINGTON (GAS, WATER,
 CV0251'AND SEWAGE) WATER TOWER, 1 BLOCK SOUTH OF E. HIGHWAY ST. AND 1 BLOCK
 CV0251'EAST OF MAIN ST. OR U.S. HIGHWAY NO. 62 ABOUT 57 FEET EAST OF THE
 CV0251'CENTERLINE OF LOVE STREET.
 CV0251
 CV0251                          STATION RECOVERY (1961)
 CV0251
 CV0251'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 CV0251'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0567 ***********************************************************************
 CV0567  DESIGNATION -  G 350
 CV0567  PID         -  CV0567
 CV0567  STATE/COUNTY-  NM/EDDY
 CV0567  USGS QUAD   -  REMUDA BASIN (1985)
 CV0567
 CV0567                         *CURRENT SURVEY CONTROL
 CV0567  ___________________________________________________________________
 CV0567* NAD 83(1986)-  32 17 06.     (N)    103 55 58.     (W)     SCALED    
 CV0567* NAVD 88     -       959.208  (meters)    3147.00   (feet)  ADJUSTED  
 CV0567  ___________________________________________________________________
 CV0567  GEOID HEIGHT-         -24.95  (meters)                     GEOID03
 CV0567  DYNAMIC HT  -         957.829 (meters)    3142.48  (feet)  COMP
 CV0567  MODELED GRAV-     979,169.3   (mgal)                       NAVD 88
 CV0567
 CV0567  VERT ORDER  -  FIRST     CLASS I
 CV0567
 CV0567.The horizontal coordinates were scaled from a topographic map and have
 CV0567.an estimated accuracy of +/- 6 seconds.
 CV0567
 CV0567.The orthometric height was determined by differential leveling
 CV0567.and adjusted by the National Geodetic Survey in June 1991..
 CV0567.WARNING-Repeat measurements at this control monument indicate possible
 CV0567.vertical movement.
 CV0567
 CV0567.The geoid height was determined by GEOID03.
 CV0567
 CV0567.The dynamic height is computed by dividing the NAVD 88
 CV0567.geopotential number by the normal gravity value computed on the
 CV0567.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0567.degrees latitude (g = 980.6199 gals.).
 CV0567
 CV0567.The modeled gravity was interpolated from observed gravity values.
 CV0567
 CV0567;                    North         East    Units  Estimated Accuracy
 CV0567;SPC NM E     -   142,540.      202,730.      MT  (+/- 180 meters Scaled)
 CV0567
 CV0567                          SUPERSEDED SURVEY CONTROL
 CV0567
 CV0567  NGVD 29 (??/??/92)  958.722  (m)         3145.41   (f) ADJ UNCH    1 1
 CV0567
 CV0567.Superseded values are not recommended for survey control.
 CV0567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0567.See file dsdata.txt to determine how the superseded data were derived.
 CV0567
 CV0567_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFR004725(NAD 83)
 CV0567_MARKER: DB = BENCH MARK DISK
 CV0567_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CV0567_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CV0567_STAMPING: G 350 1977
 CV0567_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CV0567
 CV0567  HISTORY     - Date     Condition        Report By
 CV0567  HISTORY     - 1977     MONUMENTED       NGS
 CV0567  HISTORY     - 1981     GOOD             NGS
 CV0567
 CV0567                          STATION DESCRIPTION
 CV0567
 CV0567'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CV0567'40.4 MI EAST FROM CARLSBAD.
 CV0567'17.2 MILES NORTHEAST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE EAST END
 CV0567'OF THE BATAAN BRIDGE OVER THE PECOS RIVER, THENCE 14.95 MILES SOUTH
 CV0567'ALONG STATE HIGHWAY 31, THENCE 4.25 MILES EAST ALONG STATE HIGHWAY
 CV0567'128, THENCE 4.0 MILES SOUTH ALONG A DIRT ROAD, ABOUT 740 FT. EAST OF
 CV0567'THE CENTER LINE OF THE ROAD, ON TOP OF THE HIGHEST POINT OF THE RED
 CV0567'COLORED RIDGE OF THE HILL, ABOUT 260 FT. EAST OF BENCH MARK F 350,
 CV0567'A DISK CEMENTED IN THE TOP OF A 4 FT. DEEP, 4-INCH IRON PIPE, WHICH
 CV0567'PROJECTS 2 FT. ABOVE THE GROUND.
 CV0567
 CV0567                          STATION RECOVERY (1981)
 CV0567
 CV0567'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CV0567'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0546 ***********************************************************************
 CV0546  DESIGNATION -  G 351
 CV0546  PID         -  CV0546
 CV0546  STATE/COUNTY-  NM/EDDY
 CV0546  USGS QUAD   -  TOWER HILL SOUTH (1985)
 CV0546
 CV0546                         *CURRENT SURVEY CONTROL
 CV0546  ___________________________________________________________________
 CV0546* NAD 83(1986)-  32 28 11.     (N)    103 53 09.     (W)     SCALED    
 CV0546* NAVD 88     -       965.494  (meters)    3167.62   (feet)  ADJUSTED  
 CV0546  ___________________________________________________________________
 CV0546  GEOID HEIGHT-         -24.11  (meters)                     GEOID03
 CV0546  DYNAMIC HT  -         964.120 (meters)    3163.12  (feet)  COMP
 CV0546  MODELED GRAV-     979,184.4   (mgal)                       NAVD 88
 CV0546
 CV0546  VERT ORDER  -  FIRST     CLASS I
 CV0546
 CV0546.The horizontal coordinates were scaled from a topographic map and have
 CV0546.an estimated accuracy of +/- 6 seconds.
 CV0546
 CV0546.The orthometric height was determined by differential leveling
 CV0546.and adjusted by the National Geodetic Survey in June 1991..
 CV0546.WARNING-Repeat measurements at this control monument indicate possible
 CV0546.vertical movement.
 CV0546
 CV0546.The geoid height was determined by GEOID03.
 CV0546
 CV0546.The dynamic height is computed by dividing the NAVD 88
 CV0546.geopotential number by the normal gravity value computed on the
 CV0546.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0546.degrees latitude (g = 980.6199 gals.).
 CV0546
 CV0546.The modeled gravity was interpolated from observed gravity values.
 CV0546
 CV0546;                    North         East    Units  Estimated Accuracy
 CV0546;SPC NM E     -   163,040.      207,070.      MT  (+/- 180 meters Scaled)
 CV0546
 CV0546                          SUPERSEDED SURVEY CONTROL
 CV0546
 CV0546  NGVD 29 (??/??/92)  965.008  (m)         3166.03   (f) ADJ UNCH    1 1
 CV0546
 CV0546.Superseded values are not recommended for survey control.
 CV0546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0546.See file dsdata.txt to determine how the superseded data were derived.
 CV0546
 CV0546_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFR047930(NAD 83)
 CV0546_MARKER: DB = BENCH MARK DISK
 CV0546_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CV0546_SP_SET: 10 FT.
 CV0546_STAMPING: G 351 1977
 CV0546_MARK LOGO: NGS   
 CV0546_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CV0546
 CV0546  HISTORY     - Date     Condition        Report By
 CV0546  HISTORY     - 1977     MONUMENTED       NGS
 CV0546  HISTORY     - 1981     GOOD             NGS
 CV0546
 CV0546                          STATION DESCRIPTION
 CV0546
 CV0546'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CV0546'24.6 MI EAST FROM CARLSBAD.
 CV0546'19.6 MILES NORTHEAST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE EAST END
 CV0546'OF THE BATAAN BRIDGE OVER THE PECOS RIVER, THENCE 5.0 MILES SOUTHEAST
 CV0546'ALONG A DIRT ROAD, 0.3 MILE SOUTHEAST OF THE JUNCTION OF A DIRT ROAD
 CV0546'LEADING SOUTHWEST OVER A HILL, AT A GATE ACROSS THE ROAD, 15 FT.
 CV0546'NORTHEAST OF THE CENTER LINE OF THE ROAD, 10 FT. NORTH OF THE
 CV0546'NORTHEAST END OF A METAL GATE, 4 FT. NORTHWEST OF A FENCE, THE DISK
 CV0546'IS 0.4 FT. BELOW THE LEVEL OF THE GROUND, ACCESS TO WHICH IS HAD
 CV0546'THROUGH A 4-INCH PLASTIC SCREW PLUG WHICH IS FLUSH WITH THE GROUND.
 CV0546
 CV0546                          STATION RECOVERY (1981)
 CV0546
 CV0546'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CV0546'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0642 ***********************************************************************
 CV0642  DESIGNATION -  G 352
 CV0642  PID         -  CV0642
 CV0642  STATE/COUNTY-  NM/LEA
 CV0642  USGS QUAD   -  LAGUNA GATUNA (1984)
 CV0642
 CV0642                         *CURRENT SURVEY CONTROL
 CV0642  ___________________________________________________________________
 CV0642* NAD 83(1986)-  32 32 34.     (N)    103 44 44.     (W)     SCALED    
 CV0642* NAVD 88     -      1082.265  (meters)    3550.73   (feet)  ADJUSTED  
 CV0642  ___________________________________________________________________
 CV0642  GEOID HEIGHT-         -23.47  (meters)                     GEOID03
 CV0642  DYNAMIC HT  -        1080.730 (meters)    3545.70  (feet)  COMP
 CV0642  MODELED GRAV-     979,183.2   (mgal)                       NAVD 88
 CV0642
 CV0642  VERT ORDER  -  FIRST     CLASS I
 CV0642
 CV0642.The horizontal coordinates were scaled from a topographic map and have
 CV0642.an estimated accuracy of +/- 6 seconds.
 CV0642
 CV0642.The orthometric height was determined by differential leveling
 CV0642.and adjusted by the National Geodetic Survey in June 1991..
 CV0642
 CV0642.The geoid height was determined by GEOID03.
 CV0642
 CV0642.The dynamic height is computed by dividing the NAVD 88
 CV0642.geopotential number by the normal gravity value computed on the
 CV0642.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0642.degrees latitude (g = 980.6199 gals.).
 CV0642
 CV0642.The modeled gravity was interpolated from observed gravity values.
 CV0642
 CV0642;                    North         East    Units  Estimated Accuracy
 CV0642;SPC NM E     -   171,200.      220,210.      MT  (+/- 180 meters Scaled)
 CV0642
 CV0642                          SUPERSEDED SURVEY CONTROL
 CV0642
 CV0642  NGVD 29 (??/??/92) 1081.780  (m)         3549.14   (f) ADJ UNCH    1 1
 CV0642
 CV0642.Superseded values are not recommended for survey control.
 CV0642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0642.See file dsdata.txt to determine how the superseded data were derived.
 CV0642
 CV0642_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFS177012(NAD 83)
 CV0642_MARKER: DB = BENCH MARK DISK
 CV0642_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CV0642_SP_SET: 10 FT.
 CV0642_STAMPING: G 352 1977
 CV0642_MARK LOGO: NGS   
 CV0642_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CV0642
 CV0642  HISTORY     - Date     Condition        Report By
 CV0642  HISTORY     - 1977     MONUMENTED       NGS
 CV0642  HISTORY     - 1982     GOOD             NGS
 CV0642
 CV0642                          STATION DESCRIPTION
 CV0642
 CV0642'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CV0642'31.45 MI NE FROM CARLSBAD.
 CV0642'31.05 MILES NORTHEAST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE EAST END
 CV0642'OF THE BATAAN BRIDGE OVER THE PECOS RIVER, THENCE 0.4 MILE SOUTH
 CV0642'ALONG A DIRT ROAD, 0.4 MILE SOUTH OF BENCH MARK E 352, AT THE CROSSING
 CV0642'OF A CATTLEGUARD, AT THE JUNCTION OF A TRACK ROAD, 16 FT. EAST OF THE
 CV0642'CENTER LINE OF THE ROAD, 35.7 FT. SOUTH-SOUTHEAST OF THE SOUTHEAST
 CV0642'CORNER OF A STEEL CATTLEGUARD, 21 FT. SOUTH OF THE SOUTH END OF A
 CV0642'GATE, 26.5 FT. SOUTH OF THE CENTER LINE OF A DIRT TRACK ROAD LEADING
 CV0642'EAST-SOUTHEAST, 1.8 FT. WEST OF A FENCE, THE DISK IS 7 INCHES BELOW
 CV0642'THE LEVEL OF THE GROUND, ACCESS TO WHICH IS HAD THROUGH A 4-INCH
 CV0642'PLASTIC SCREW PLUG WHICH PROJECTS 1 INCH ABOVE THE GROUND, 0.4 MILE
 CV0642'SOUTH OF BENCH MARK E 352.
 CV0642
 CV0642                          STATION RECOVERY (1982)
 CV0642
 CV0642'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CV0642'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0652 ***********************************************************************
 CV0652  DESIGNATION -  G 353
 CV0652  PID         -  CV0652
 CV0652  STATE/COUNTY-  NM/LEA
 CV0652  USGS QUAD   -  EUNICE (1979)
 CV0652
 CV0652                         *CURRENT SURVEY CONTROL
 CV0652  ___________________________________________________________________
 CV0652* NAD 83(1986)-  32 23 56.     (N)    103 10 36.     (W)     SCALED    
 CV0652* NAVD 88     -      1035.638  (meters)    3397.76   (feet)  ADJUSTED  
 CV0652  ___________________________________________________________________
 CV0652  GEOID HEIGHT-         -22.38  (meters)                     GEOID03
 CV0652  DYNAMIC HT  -        1034.222 (meters)    3393.11  (feet)  COMP
 CV0652  MODELED GRAV-     979,235.5   (mgal)                       NAVD 88
 CV0652
 CV0652  VERT ORDER  -  FIRST     CLASS I
 CV0652
 CV0652.The horizontal coordinates were scaled from a topographic map and have
 CV0652.an estimated accuracy of +/- 6 seconds.
 CV0652
 CV0652.The orthometric height was determined by differential leveling
 CV0652.and adjusted by the National Geodetic Survey in June 1991..
 CV0652.WARNING-Repeat measurements at this control monument indicate possible
 CV0652.vertical movement.
 CV0652
 CV0652.The geoid height was determined by GEOID03.
 CV0652
 CV0652.The dynamic height is computed by dividing the NAVD 88
 CV0652.geopotential number by the normal gravity value computed on the
 CV0652.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0652.degrees latitude (g = 980.6199 gals.).
 CV0652
 CV0652.The modeled gravity was interpolated from observed gravity values.
 CV0652
 CV0652;                    North         East    Units  Estimated Accuracy
 CV0652;SPC NM E     -   155,690.      273,820.      MT  (+/- 180 meters Scaled)
 CV0652
 CV0652                          SUPERSEDED SURVEY CONTROL
 CV0652
 CV0652  NGVD 29 (??/??/92) 1035.216  (m)         3396.37   (f) ADJ UNCH    1 1
 CV0652
 CV0652.Superseded values are not recommended for survey control.
 CV0652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0652.See file dsdata.txt to determine how the superseded data were derived.
 CV0652
 CV0652_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFR714861(NAD 83)
 CV0652_MARKER: DB = BENCH MARK DISK
 CV0652_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 CV0652+WITH SETTING: INTO GROUND
 CV0652_STAMPING: G 353 1977
 CV0652_MARK LOGO: NGS   
 CV0652_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CV0652+STABILITY: SURFACE MOTION
 CV0652
 CV0652  HISTORY     - Date     Condition        Report By
 CV0652  HISTORY     - 1977     MONUMENTED       NGS
 CV0652  HISTORY     - 1982     GOOD             NGS
 CV0652
 CV0652                          STATION DESCRIPTION
 CV0652
 CV0652'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CV0652'3.5 MI SW FROM EUNICE.
 CV0652'2.5 MILES SOUTH ALONG STATE HIGHWAY LOOP 18 FROM THE JUNCTION OF
 CV0652'STATE HIGHWAY 8 AND 176 (TEXAS AVENUE) AT EUNICE, THENCE 1.0 MILE
 CV0652'WEST ALONG A PAVED ROAD LOCALLY KNOWN AS THE DELAWARE BASIN ROAD,
 CV0652'AT THE JUNCTION OF A PAVED ROAD LEADING NORTH, 56 FT. NORTH OF THE
 CV0652'CENTER LINE OF THE BASIN ROAD, 40 FT. EAST OF THE CENTER LINE OF
 CV0652'THE ROAD LEADING NORTH, 28 FT. NORTH OF THE NORTH END OF A 24 INCH
 CV0652'CORRUGATED STEEL PIPE CULVERT, 5 FT. NORTH NORTHWEST OF A FENCE
 CV0652'CORNER, 2 FT. EAST OF A POWER LINE POLE, 2 FT. WEST OF THE
 CV0652'RIGHT OF WAY FENCE LINE, THE DISK IS 0.9 FT. BELOW GROUND LEVEL,
 CV0652'ACCESS TO WHICH IS HAD THROUGH A 4 INCH PLASTIC SCREW CAP WHICH
 CV0652'IS 0.2 FT. BELOW THE GROUND SURFACE.
 CV0652
 CV0652                          STATION RECOVERY (1982)
 CV0652
 CV0652'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CV0652'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0674 ***********************************************************************
 CV0674  DESIGNATION -  G 354
 CV0674  PID         -  CV0674
 CV0674  STATE/COUNTY-  NM/LEA
 CV0674  USGS QUAD   -  SAN SIMON SINK (1984)
 CV0674
 CV0674                         *CURRENT SURVEY CONTROL
 CV0674  ___________________________________________________________________
 CV0674* NAD 83(1986)-  32 18 32.     (N)    103 25 00.     (W)     SCALED    
 CV0674* NAVD 88     -      1004.030  (meters)    3294.06   (feet)  ADJUSTED  
 CV0674  ___________________________________________________________________
 CV0674  GEOID HEIGHT-         -23.66  (meters)                     GEOID03
 CV0674  DYNAMIC HT  -        1002.586 (meters)    3289.32  (feet)  COMP
 CV0674  MODELED GRAV-     979,167.6   (mgal)                       NAVD 88
 CV0674
 CV0674  VERT ORDER  -  FIRST     CLASS I
 CV0674
 CV0674.The horizontal coordinates were scaled from a topographic map and have
 CV0674.an estimated accuracy of +/- 6 seconds.
 CV0674
 CV0674.The orthometric height was determined by differential leveling
 CV0674.and adjusted by the National Geodetic Survey in June 1991..
 CV0674
 CV0674.The geoid height was determined by GEOID03.
 CV0674
 CV0674.The dynamic height is computed by dividing the NAVD 88
 CV0674.geopotential number by the normal gravity value computed on the
 CV0674.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0674.degrees latitude (g = 980.6199 gals.).
 CV0674
 CV0674.The modeled gravity was interpolated from observed gravity values.
 CV0674
 CV0674;                    North         East    Units  Estimated Accuracy
 CV0674;SPC NM E     -   145,490.      251,320.      MT  (+/- 180 meters Scaled)
 CV0674
 CV0674                          SUPERSEDED SURVEY CONTROL
 CV0674
 CV0674  NGVD 29 (??/??/92) 1003.541  (m)         3292.45   (f) ADJ UNCH    1 1
 CV0674
 CV0674.Superseded values are not recommended for survey control.
 CV0674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0674.See file dsdata.txt to determine how the superseded data were derived.
 CV0674
 CV0674_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFR490757(NAD 83)
 CV0674_MARKER: DB = BENCH MARK DISK
 CV0674_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CV0674_SP_SET: 10 FEET
 CV0674_STAMPING: G 354 1977
 CV0674_MARK LOGO: NGS   
 CV0674_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CV0674
 CV0674  HISTORY     - Date     Condition        Report By
 CV0674  HISTORY     - 1977     MONUMENTED       NGS
 CV0674  HISTORY     - 1982     GOOD             NGS
 CV0674
 CV0674                          STATION DESCRIPTION
 CV0674
 CV0674'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CV0674'23.5 MI SW FROM EUNICE.
 CV0674'2.5 MILES SOUTH ALONG STATE HIGHWAY LOOP 18 FROM THE JUNCTION OF
 CV0674'STATE HIGHWAY 8 AND 176 (TEXAS AVENUE) AT EUNICE, THENCE 19.2 MILES
 CV0674'IN A WESTERLY DIRECTION ALONG A PAVED ROAD LOCALLY KNOWN AS THE
 CV0674'DELAWARE BASIN ROAD, THENCE 1.05 MILES SOUTHWEST ALONG A DIRT ROAD,
 CV0674'THENCE 0.7 MILE IN A EASTERLY DIRECTION ALONG A DIRT ROAD, THENCE
 CV0674'0.1 MILE WEST CROSS COUNTRY TO BENCH MARK, 0.5 MILE SOUTHEAST ALONG
 CV0674'THE ROAD FROM A WIRE GATE CROSSING THE ROAD, SET IN THE SAN SIMON
 CV0674'SINK, DISK IS PROJECTING 0.8 FOOT ABOVE THE GROUND LEVEL ACCESS TO
 CV0674'WHICH IS HAD THROUGH A 4 INCH PLASTIC SCREW CAP, 1 FOOT NORTHWEST
 CV0674'OF A METAL WITNESS POST, 1 FOOT SOUTHWEST OF A METAL WITNESS POST.
 CV0674
 CV0674                          STATION RECOVERY (1982)
 CV0674
 CV0674'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CV0674'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0699 ***********************************************************************
 CV0699  DESIGNATION -  G 355
 CV0699  PID         -  CV0699
 CV0699  STATE/COUNTY-  NM/LEA
 CV0699  USGS QUAD   -  THE DIVIDE (1984)
 CV0699
 CV0699                         *CURRENT SURVEY CONTROL
 CV0699  ___________________________________________________________________
 CV0699* NAD 83(1986)-  32 25 49.     (N)    103 37 44.     (W)     SCALED    
 CV0699* NAVD 88     -      1120.659  (meters)    3676.70   (feet)  ADJUSTED  
 CV0699  ___________________________________________________________________
 CV0699  GEOID HEIGHT-         -23.70  (meters)                     GEOID03
 CV0699  DYNAMIC HT  -        1119.038 (meters)    3671.38  (feet)  COMP
 CV0699  MODELED GRAV-     979,154.0   (mgal)                       NAVD 88
 CV0699
 CV0699  VERT ORDER  -  FIRST     CLASS I
 CV0699
 CV0699.The horizontal coordinates were scaled from a topographic map and have
 CV0699.an estimated accuracy of +/- 6 seconds.
 CV0699
 CV0699.The orthometric height was determined by differential leveling
 CV0699.and adjusted by the National Geodetic Survey in June 1991..
 CV0699
 CV0699.The geoid height was determined by GEOID03.
 CV0699
 CV0699.The dynamic height is computed by dividing the NAVD 88
 CV0699.geopotential number by the normal gravity value computed on the
 CV0699.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0699.degrees latitude (g = 980.6199 gals.).
 CV0699
 CV0699.The modeled gravity was interpolated from observed gravity values.
 CV0699
 CV0699;                    North         East    Units  Estimated Accuracy
 CV0699;SPC NM E     -   158,800.      231,250.      MT  (+/- 180 meters Scaled)
 CV0699
 CV0699                          SUPERSEDED SURVEY CONTROL
 CV0699
 CV0699  NGVD 29 (??/??/92) 1120.153  (m)         3675.04   (f) ADJ UNCH    1 1
 CV0699
 CV0699.Superseded values are not recommended for survey control.
 CV0699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0699.See file dsdata.txt to determine how the superseded data were derived.
 CV0699
 CV0699_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFR289889(NAD 83)
 CV0699_MARKER: DB = BENCH MARK DISK
 CV0699_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CV0699_SP_SET: 6 FT.
 CV0699_STAMPING: G 355 1977
 CV0699_MARK LOGO: NGS   
 CV0699_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CV0699
 CV0699  HISTORY     - Date     Condition        Report By
 CV0699  HISTORY     - 1977     MONUMENTED       NGS
 CV0699  HISTORY     - 1982     GOOD             NGS
 CV0699
 CV0699                          STATION DESCRIPTION
 CV0699
 CV0699'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CV0699'48.45 MI EAST FROM CARLSBAD.
 CV0699'17.2 MILES NORTHEAST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE EAST END
 CV0699'OF THE BATAAN BRIDGE OVER THE PECOS RIVER, THENCE 7.8 MILES SOUTH
 CV0699'ALONG STATE HIGHWAY 31, THENCE 5.05 MILES EAST ALONG A DIRT ROAD,
 CV0699'THENCE 3.7 MILES SOUTH ALONG A DIRT ROAD, THENCE 14.7 MILES EAST
 CV0699'ALONG A PIPE LINE ROAD, ON THE WEST SLOPE OF A HILL, 72 FT. NORTH OF
 CV0699'THE CENTER LINE OF THE ROAD, 1.8 FT. SOUTH OF THE 4TH FENCE POST EAST
 CV0699'OF A BRACED FENCE POST, 1.8 FT. SOUTH OF A  FENCE, THE DISK IS 0.6 FT.
 CV0699'A 4-INCH PLASTIC SCREW PLUG WHICH PROJECTS 2 INCHES ABOVE THE GROUND,
 CV0699'0.6 MILE WEST OF A METAL GATE ACROSS THE ROAD.
 CV0699
 CV0699                          STATION RECOVERY (1982)
 CV0699
 CV0699'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CV0699'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0495 ***********************************************************************
 EQ0495  DESIGNATION -  G 356
 EQ0495  PID         -  EQ0495
 EQ0495  STATE/COUNTY-  NM/SOCORRO
 EQ0495  USGS QUAD   -  SOCORRO (1979)
 EQ0495
 EQ0495                         *CURRENT SURVEY CONTROL
 EQ0495  ___________________________________________________________________
 EQ0495* NAD 83(1986)-  34 00 23.     (N)    106 59 20.     (W)     SCALED    
 EQ0495* NAVD 88     -      1660.138  (meters)    5446.64   (feet)  ADJUSTED  
 EQ0495  ___________________________________________________________________
 EQ0495  GEOID HEIGHT-         -22.09  (meters)                     GEOID03
 EQ0495  DYNAMIC HT  -        1657.688 (meters)    5438.60  (feet)  COMP
 EQ0495  MODELED GRAV-     979,102.3   (mgal)                       NAVD 88
 EQ0495
 EQ0495  VERT ORDER  -  FIRST     CLASS I
 EQ0495
 EQ0495.The horizontal coordinates were scaled from a topographic map and have
 EQ0495.an estimated accuracy of +/- 6 seconds.
 EQ0495
 EQ0495.The orthometric height was determined by differential leveling
 EQ0495.and adjusted by the National Geodetic Survey in June 1991..
 EQ0495
 EQ0495.The geoid height was determined by GEOID03.
 EQ0495
 EQ0495.The dynamic height is computed by dividing the NAVD 88
 EQ0495.geopotential number by the normal gravity value computed on the
 EQ0495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0495.degrees latitude (g = 980.6199 gals.).
 EQ0495
 EQ0495.The modeled gravity was interpolated from observed gravity values.
 EQ0495
 EQ0495;                    North         East    Units  Estimated Accuracy
 EQ0495;SPC NM C     -   333,610.      431,750.      MT  (+/- 180 meters Scaled)
 EQ0495
 EQ0495                          SUPERSEDED SURVEY CONTROL
 EQ0495
 EQ0495  NGVD 29 (??/??/92) 1659.354  (m)         5444.06   (f) ADJ UNCH    1 1
 EQ0495
 EQ0495.Superseded values are not recommended for survey control.
 EQ0495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0495.See file dsdata.txt to determine how the superseded data were derived.
 EQ0495
 EQ0495_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT163646(NAD 83)
 EQ0495_MARKER: DB = BENCH MARK DISK
 EQ0495_SETTING: 66 = SET IN ROCK OUTCROP
 EQ0495_SP_SET: ROCK OUTCROP
 EQ0495_STAMPING: G 356 1978
 EQ0495_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EQ0495+STABILITY: POSITION/ELEVATION WELL
 EQ0495
 EQ0495  HISTORY     - Date     Condition        Report By
 EQ0495  HISTORY     - 1978     MONUMENTED       NGS
 EQ0495
 EQ0495                          STATION DESCRIPTION
 EQ0495
 EQ0495'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 EQ0495'7.5 MI SW FROM SOCORRO.
 EQ0495'7.5 MILES SOUTHWEST ALONG U.S. HIGHWAY 60 FROM THE POST OFFICE IN
 EQ0495'SOCORRO.  SET IN TOP OF AN OUTCROP ON THE EAST END OF THE SOUTHERLY
 EQ0495'CUT BANK FOR THE HIGHWAY, 209.8 FEET WEST OF THE WEST CORNER OF THE
 EQ0495'NORTHWEST CONCRETE ABUTMENT FOR A BRIDGE OVER A DRY WASH FOR A BOX
 EQ0495'CANYON, 48.3 FEET SOUTH-SOUTHWEST OF THE CENTERLINE OF U.S. HIGHWAY
 EQ0495'60, 52 FEET NORTH-NORTHEAST OF THE NORTHERLY RIGHT OF WAY FENCE, AND
 EQ0495'23 FEET EAST OF THE EAST END OF THE CUTBANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0515 ***********************************************************************
 EQ0515  DESIGNATION -  G 357
 EQ0515  PID         -  EQ0515
 EQ0515  STATE/COUNTY-  NM/SOCORRO
 EQ0515  USGS QUAD   -  TRES MONTOSAS (1995)
 EQ0515
 EQ0515                         *CURRENT SURVEY CONTROL
 EQ0515  ___________________________________________________________________
 EQ0515* NAD 83(1986)-  34 05 08.     (N)    107 22 33.     (W)     SCALED    
 EQ0515* NAVD 88     -      2150.099  (meters)    7054.12   (feet)  ADJUSTED  
 EQ0515  ___________________________________________________________________
 EQ0515  GEOID HEIGHT-         -21.59  (meters)                     GEOID03
 EQ0515  DYNAMIC HT  -        2146.762 (meters)    7043.17  (feet)  COMP
 EQ0515  MODELED GRAV-     979,007.1   (mgal)                       NAVD 88
 EQ0515
 EQ0515  VERT ORDER  -  FIRST     CLASS I
 EQ0515
 EQ0515.The horizontal coordinates were scaled from a topographic map and have
 EQ0515.an estimated accuracy of +/- 6 seconds.
 EQ0515
 EQ0515.The orthometric height was determined by differential leveling
 EQ0515.and adjusted by the National Geodetic Survey in June 1991..
 EQ0515
 EQ0515.The geoid height was determined by GEOID03.
 EQ0515
 EQ0515.The dynamic height is computed by dividing the NAVD 88
 EQ0515.geopotential number by the normal gravity value computed on the
 EQ0515.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0515.degrees latitude (g = 980.6199 gals.).
 EQ0515
 EQ0515.The modeled gravity was interpolated from observed gravity values.
 EQ0515
 EQ0515;                    North         East    Units  Estimated Accuracy
 EQ0515;SPC NM C     -   342,720.      396,100.      MT  (+/- 180 meters Scaled)
 EQ0515
 EQ0515                          SUPERSEDED SURVEY CONTROL
 EQ0515
 EQ0515  NGVD 29 (??/??/92) 2149.162  (m)         7051.04   (f) ADJ UNCH    1 1
 EQ0515
 EQ0515.Superseded values are not recommended for survey control.
 EQ0515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0515.See file dsdata.txt to determine how the superseded data were derived.
 EQ0515
 EQ0515_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBT807741(NAD 83)
 EQ0515_MARKER: DB = BENCH MARK DISK
 EQ0515_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EQ0515_SP_SET: STAINLESS STEEL ROD
 EQ0515_STAMPING: G 357 1978
 EQ0515_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EQ0515
 EQ0515  HISTORY     - Date     Condition        Report By
 EQ0515  HISTORY     - 1978     MONUMENTED       NGS
 EQ0515
 EQ0515                          STATION DESCRIPTION
 EQ0515
 EQ0515'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 EQ0515'8.3 MI WEST FROM MAGDALENA.
 EQ0515'ABOUT 8.3 MILES WEST ALONG U.S. HIGHWAY 60 FROM THE POST OFFICE IN
 EQ0515'MAGDALENA, AT HIGHWAY MARKER POST NUMBER 105, 102 FEET SOUTH OF THE
 EQ0515'CENTERLINE OF U.S. HIGHWAY 60, 93 FEET WEST OF THE WEST END OF A
 EQ0515'CUTBANK, 87.5 FEET SOUTHEAST OF THE HIGHWAY MARKER POST, 6 FEET
 EQ0515'WEST OF AN 8 FEET HIGH JUNIPER ON THE RIGHT OF WAY FENCE, AND 1 FOOT
 EQ0515'NORTH OF THE RIGHT OF WAY FENCE.  DISK IS SET LEVEL TO THE GROUND,
 EQ0515'ACCESS TO WHICH IS TO BE HAD THROUGH A 4 INCH PLASTIC SCREW PLUG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1212 ***********************************************************************
 CX1212  DESIGNATION -  G 358
 CX1212  PID         -  CX1212
 CX1212  STATE/COUNTY-  NM/LUNA
 CX1212  USGS QUAD   -  SPALDING (1964)
 CX1212
 CX1212                         *CURRENT SURVEY CONTROL
 CX1212  ___________________________________________________________________
 CX1212* NAD 83(1986)-  32 26 49.     (N)    107 55 40.     (W)     SCALED    
 CX1212* NAVD 88     -      1443.654  (meters)    4736.39   (feet)  ADJUSTED  
 CX1212  ___________________________________________________________________
 CX1212  GEOID HEIGHT-         -24.35  (meters)                     GEOID03
 CX1212  DYNAMIC HT  -        1441.445 (meters)    4729.14  (feet)  COMP
 CX1212  MODELED GRAV-     979,058.4   (mgal)                       NAVD 88
 CX1212
 CX1212  VERT ORDER  -  FIRST     CLASS II
 CX1212
 CX1212.The horizontal coordinates were scaled from a topographic map and have
 CX1212.an estimated accuracy of +/- 6 seconds.
 CX1212
 CX1212.The orthometric height was determined by differential leveling
 CX1212.and adjusted by the National Geodetic Survey in June 1991..
 CX1212
 CX1212.The geoid height was determined by GEOID03.
 CX1212
 CX1212.The dynamic height is computed by dividing the NAVD 88
 CX1212.geopotential number by the normal gravity value computed on the
 CX1212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX1212.degrees latitude (g = 980.6199 gals.).
 CX1212
 CX1212.The modeled gravity was interpolated from observed gravity values.
 CX1212
 CX1212;                    North         East    Units  Estimated Accuracy
 CX1212;SPC NM W     -   160,430.      821,120.      MT  (+/- 180 meters Scaled)
 CX1212
 CX1212                          SUPERSEDED SURVEY CONTROL
 CX1212
 CX1212.No superseded survey control is available for this station.
 CX1212
 CX1212_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBR247937(NAD 83)
 CX1212_MARKER: DB = BENCH MARK DISK
 CX1212_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CX1212+WITH SETTING: INFORMATION.
 CX1212_SP_SET: SHALLOW SET METAL ROD
 CX1212_STAMPING: G 358 1979
 CX1212_PROJECTION: FLUSH
 CX1212_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX1212_ROD/PIPE-DEPTH: 4.5  meters
 CX1212
 CX1212  HISTORY     - Date     Condition        Report By
 CX1212  HISTORY     - 1979     MONUMENTED       NGS
 CX1212
 CX1212                          STATION DESCRIPTION
 CX1212
 CX1212'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CX1212'25.0 KM NW FROM DEMING.
 CX1212'0.2 KILOMETER (0.1 MILE) EAST ALONG SPRUCE STREET FROM THE POST OFFICE
 CX1212'IN DEMING, THENCE 24.8 KILOMETERS (15.5 MILES) NORTHWEST ALONG U.S.
 CX1212'HIGHWAY 180, 0.7 KILOMETER (0.4 MILE) NORTHWEST OF A CROSS ROAD
 CX1212'LEADING EAST AND WEST, 11.7 METERS (38.4 FEET) SOUTH OF MILE MARKER
 CX1212'149, 18.8 METERS (61.7 FEET) SOUTHWEST OF THE CENTERLINE OF THE
 CX1212'HIGHWAY, 0.7 METERS (2.4 FEET) NORTH-NORTHEAST OF A FENCE. NOTE=
 CX1212'REFUSAL WAS REACHED AT 4.5 METERS (15.0 FEET).  ACCESS TO DISK IS
 CX1212'THROUGH A 4-INCH SCREW PLUG.
 CX1212'THE MARK IS 0.5 METERS  NW FROM A WITNESS POST.
 CX1212'THE MARK IS 0.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0791 ***********************************************************************
 CY0791  DESIGNATION -  G 359
 CY0791  PID         -  CY0791
 CY0791  STATE/COUNTY-  NM/GRANT
 CY0791  USGS QUAD   -  FORT BAYARD (1992)
 CY0791
 CY0791                         *CURRENT SURVEY CONTROL
 CY0791  ___________________________________________________________________
 CY0791* NAD 83(1986)-  32 46 52.     (N)    108 10 02.     (W)     SCALED    
 CY0791* NAVD 88     -      1826.125  (meters)    5991.21   (feet)  ADJUSTED  
 CY0791  ___________________________________________________________________
 CY0791  GEOID HEIGHT-         -23.52  (meters)                     GEOID03
 CY0791  DYNAMIC HT  -        1823.264 (meters)    5981.83  (feet)  COMP
 CY0791  MODELED GRAV-     979,006.0   (mgal)                       NAVD 88
 CY0791
 CY0791  VERT ORDER  -  FIRST     CLASS II
 CY0791
 CY0791.The horizontal coordinates were scaled from a topographic map and have
 CY0791.an estimated accuracy of +/- 6 seconds.
 CY0791
 CY0791.The orthometric height was determined by differential leveling
 CY0791.and adjusted by the National Geodetic Survey in June 1991..
 CY0791
 CY0791.The geoid height was determined by GEOID03.
 CY0791
 CY0791.The dynamic height is computed by dividing the NAVD 88
 CY0791.geopotential number by the normal gravity value computed on the
 CY0791.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0791.degrees latitude (g = 980.6199 gals.).
 CY0791
 CY0791.The modeled gravity was interpolated from observed gravity values.
 CY0791
 CY0791;                    North         East    Units  Estimated Accuracy
 CY0791;SPC NM W     -   197,530.      798,720.      MT  (+/- 180 meters Scaled)
 CY0791
 CY0791                          SUPERSEDED SURVEY CONTROL
 CY0791
 CY0791.No superseded survey control is available for this station.
 CY0791
 CY0791_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYB653305(NAD 83)
 CY0791_MARKER: DB = BENCH MARK DISK
 CY0791_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CY0791+WITH SETTING: INFORMATION.
 CY0791_SP_SET: SHALLOW SET METAL ROD
 CY0791_STAMPING: G 359 1980
 CY0791_PROJECTION: FLUSH
 CY0791_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CY0791_ROD/PIPE-DEPTH: 0.9  meters
 CY0791
 CY0791  HISTORY     - Date     Condition        Report By
 CY0791  HISTORY     - 1980     MONUMENTED       NGS
 CY0791
 CY0791                          STATION DESCRIPTION
 CY0791
 CY0791'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CY0791'10.9 KM SE FROM SILVER CITY.
 CY0791'1.1 KILOMETERS (0.7 MILE) NORTH ALONG HUDSON STREET (STATE HIGHWAY 90)
 CY0791'FROM THE POST OFFICE IN SILVER CITY, THENCE 9.9 KILOMETERS (6.2 MILES)
 CY0791'SOUTHEAST ALONG U.S. HIGHWAY 180, 30.2 METERS (99.0 FEET) NORTH OF THE
 CY0791'CENTERLINE OF THE WEST-BOUND LANES OF THE HIGHWAY, 5.6 METERS (18.0
 CY0791'FEET) WEST OF THE CENTER OF A TRACK ROAD LEADING NORTH THROUGH A GATE,
 CY0791'2.8 METERS (9.0 FEET) WEST OF THE WEST END OF A GATE POST, 1.2 METERS
 CY0791'(3.9 FEET) WEST OF POWER POLE NUMBER 177 AND 0.5 METER (1.8 FEET)
 CY0791'SOUTH OF A FENCE.  NOTE= REFUSAL WAS REACHED AT 0.9 METERS (3.0 FEET).
 CY0791'ACCESS TO DISK IS THROUGH A 4-INCH SCREW PLUG.
 CY0791'THE MARK IS 0.5 METERS  E FROM A WITNESS POST.
 CY0791'THE MARK IS 3.2 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0360 ***********************************************************************
 DT0360  DESIGNATION -  G 36
 DT0360  PID         -  DT0360
 DT0360  STATE/COUNTY-  NM/GRANT
 DT0360  USGS QUAD   -  BIG LUE MOUNTAINS (1989)
 DT0360
 DT0360                         *CURRENT SURVEY CONTROL
 DT0360  ___________________________________________________________________
 DT0360* NAD 83(1986)-  33 06 28.     (N)    109 02 47.     (W)     SCALED    
 DT0360* NAVD 88     -      1809.474  (meters)    5936.58   (feet)  ADJUSTED  
 DT0360  ___________________________________________________________________
 DT0360  GEOID HEIGHT-         -24.71  (meters)                     GEOID03
 DT0360  DYNAMIC HT  -        1806.677 (meters)    5927.41  (feet)  COMP
 DT0360  MODELED GRAV-     979,027.3   (mgal)                       NAVD 88
 DT0360
 DT0360  VERT ORDER  -  SECOND    CLASS 0
 DT0360
 DT0360.The horizontal coordinates were scaled from a topographic map and have
 DT0360.an estimated accuracy of +/- 6 seconds.
 DT0360
 DT0360.The orthometric height was determined by differential leveling
 DT0360.and adjusted by the National Geodetic Survey in June 1991..
 DT0360
 DT0360.The geoid height was determined by GEOID03.
 DT0360
 DT0360.The dynamic height is computed by dividing the NAVD 88
 DT0360.geopotential number by the normal gravity value computed on the
 DT0360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0360.degrees latitude (g = 980.6199 gals.).
 DT0360
 DT0360.The modeled gravity was interpolated from observed gravity values.
 DT0360
 DT0360;                    North         East    Units  Estimated Accuracy
 DT0360;SPC NM W     -   234,360.      716,780.      MT  (+/- 180 meters Scaled)
 DT0360
 DT0360                          SUPERSEDED SURVEY CONTROL
 DT0360
 DT0360  NGVD 29 (??/??/92) 1808.584  (m)         5933.66   (f) ADJ UNCH    2 0
 DT0360
 DT0360.Superseded values are not recommended for survey control.
 DT0360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0360.See file dsdata.txt to determine how the superseded data were derived.
 DT0360
 DT0360_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB822649(NAD 83)
 DT0360_MARKER: DB = BENCH MARK DISK
 DT0360_SETTING: 66 = SET IN ROCK OUTCROP
 DT0360_SP_SET: GRAY ROCK
 DT0360_STAMPING: G 36 1934
 DT0360_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DT0360+STABILITY: POSITION/ELEVATION WELL
 DT0360
 DT0360  HISTORY     - Date     Condition        Report By
 DT0360  HISTORY     - 1934     MONUMENTED       CGS
 DT0360  HISTORY     - 1961     MARK NOT FOUND   USGS
 DT0360
 DT0360                          STATION DESCRIPTION
 DT0360
 DT0360'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DT0360'6.6 MI W FROM MULE CREEK.
 DT0360'ON STATE HWY. NO. 78, ON NEW MEXICO SIDE AT NEW MEXICO-ARIZONA STATE
 DT0360'LINE, 24 FT. NORTH EAST OF CATTLE GUARD, 12 FT. EAST OF FENCE LINE,
 DT0360'AND 21 FT. NORTH OF CENTER LINE OF HWY. ON GRAY CONGLOMERATE ROCK
 DT0360'OUTCROP.
 DT0360
 DT0360                          STATION RECOVERY (1961)
 DT0360
 DT0360'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 DT0360'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0766 ***********************************************************************
 CY0766  DESIGNATION -  G 360
 CY0766  PID         -  CY0766
 CY0766  STATE/COUNTY-  NM/GRANT
 CY0766  USGS QUAD   -  MANGAS SPRINGS (1990)
 CY0766
 CY0766                         *CURRENT SURVEY CONTROL
 CY0766  ___________________________________________________________________
 CY0766* NAD 83(1986)-  32 50 06.     (N)    108 30 14.     (W)     SCALED    
 CY0766* NAVD 88     -      1455.785  (meters)    4776.19   (feet)  ADJUSTED  
 CY0766  ___________________________________________________________________
 CY0766  GEOID HEIGHT-         -24.44  (meters)                     GEOID03
 CY0766  DYNAMIC HT  -        1453.564 (meters)    4768.90  (feet)  COMP
 CY0766  MODELED GRAV-     979,062.1   (mgal)                       NAVD 88
 CY0766
 CY0766  VERT ORDER  -  FIRST     CLASS II
 CY0766
 CY0766.The horizontal coordinates were scaled from a topographic map and have
 CY0766.an estimated accuracy of +/- 6 seconds.
 CY0766
 CY0766.The orthometric height was determined by differential leveling
 CY0766.and adjusted by the National Geodetic Survey in June 1991..
 CY0766
 CY0766.The geoid height was determined by GEOID03.
 CY0766
 CY0766.The dynamic height is computed by dividing the NAVD 88
 CY0766.geopotential number by the normal gravity value computed on the
 CY0766.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0766.degrees latitude (g = 980.6199 gals.).
 CY0766
 CY0766.The modeled gravity was interpolated from observed gravity values.
 CY0766
 CY0766;                    North         East    Units  Estimated Accuracy
 CY0766;SPC NM W     -   203,660.      767,220.      MT  (+/- 180 meters Scaled)
 CY0766
 CY0766                          SUPERSEDED SURVEY CONTROL
 CY0766
 CY0766.No superseded survey control is available for this station.
 CY0766
 CY0766_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYB336357(NAD 83)
 CY0766_MARKER: DB = BENCH MARK DISK
 CY0766_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CY0766+WITH SETTING: INFORMATION.
 CY0766_SP_SET: SHALLOW SET METAL ROD
 CY0766_STAMPING: G 360 1980
 CY0766_PROJECTION: FLUSH
 CY0766_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CY0766_ROD/PIPE-DEPTH: 2.4  meters
 CY0766
 CY0766  HISTORY     - Date     Condition        Report By
 CY0766  HISTORY     - 1980     MONUMENTED       NGS
 CY0766
 CY0766                          STATION DESCRIPTION
 CY0766
 CY0766'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CY0766'18.3 KM SE FROM CLIFF.
 CY0766'18.3 KILOMETERS (11.4 MILES) SOUTHEAST ALONG U.S. HIGHWAY 180 FROM
 CY0766'THE POST OFFICE IN CLIFF, 0.2 KILOMETER (0.1 MILE) SOUTHEAST OF A SIDE
 CY0766'ROAD LEADING NORTHWEST, 22.7 METERS (74.4 FEET) NORTH-NORTHEAST OF THE
 CY0766'CENTERLINE OF THE HIGHWAY, 3.5 METERS (11.6 FEET) EAST-SOUTHEAST OF
 CY0766'THE CENTER OF A TRACK ROAD LEADING EAST THROUGH A GATE, 1.1 METERS
 CY0766'(3.9 FEET) EAST-SOUTHEAST OF THE EAST-SOUTHEAST END OF A GATE POST AND
 CY0766'0.5 METER (1.8 FEET) SOUTH-SOUTHWEST OF A FENCE.  NOTE=REFUSAL WAS
 CY0766'REACHED AT 2.4 METERS (8.0 FEET).  ACCESS TO DISK IS THROUGH A 4-INCH
 CY0766'SCREW PLUG.
 CY0766'THE MARK IS 0.6 METERS  WNW FROM A WITNESS POST.
 CY0766'THE MARK IS 2.1 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0510 ***********************************************************************
 DT0510  DESIGNATION -  G 361
 DT0510  PID         -  DT0510
 DT0510  STATE/COUNTY-  NM/CATRON
 DT0510  USGS QUAD   -  RESERVE (1965)
 DT0510
 DT0510                         *CURRENT SURVEY CONTROL
 DT0510  ___________________________________________________________________
 DT0510* NAD 83(1986)-  33 39 56.     (N)    108 52 08.     (W)     SCALED    
 DT0510* NAVD 88     -      1885.020  (meters)    6184.44   (feet)  ADJUSTED  
 DT0510  ___________________________________________________________________
 DT0510  GEOID HEIGHT-         -22.88  (meters)                     GEOID03
 DT0510  DYNAMIC HT  -        1882.111 (meters)    6174.89  (feet)  COMP
 DT0510  MODELED GRAV-     979,026.5   (mgal)                       NAVD 88
 DT0510
 DT0510  VERT ORDER  -  FIRST     CLASS II
 DT0510
 DT0510.The horizontal coordinates were scaled from a topographic map and have
 DT0510.an estimated accuracy of +/- 6 seconds.
 DT0510
 DT0510.The orthometric height was determined by differential leveling
 DT0510.and adjusted by the National Geodetic Survey in June 1991..
 DT0510
 DT0510.The geoid height was determined by GEOID03.
 DT0510
 DT0510.The dynamic height is computed by dividing the NAVD 88
 DT0510.geopotential number by the normal gravity value computed on the
 DT0510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0510.degrees latitude (g = 980.6199 gals.).
 DT0510
 DT0510.The modeled gravity was interpolated from observed gravity values.
 DT0510
 DT0510;                    North         East    Units  Estimated Accuracy
 DT0510;SPC NM W     -   296,050.      733,960.      MT  (+/- 180 meters Scaled)
 DT0510
 DT0510                          SUPERSEDED SURVEY CONTROL
 DT0510
 DT0510.No superseded survey control is available for this station.
 DT0510
 DT0510_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC975271(NAD 83)
 DT0510_MARKER: DB = BENCH MARK DISK
 DT0510_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DT0510+WITH SETTING: INFORMATION.
 DT0510_SP_SET: SHALLOW SET METAL ROD
 DT0510_STAMPING: G 361 1980
 DT0510_PROJECTION: FLUSH
 DT0510_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DT0510_ROD/PIPE-DEPTH: 2.7  meters
 DT0510
 DT0510  HISTORY     - Date     Condition        Report By
 DT0510  HISTORY     - 1980     MONUMENTED       NGS
 DT0510
 DT0510                          STATION DESCRIPTION
 DT0510
 DT0510'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 DT0510'14.5 KM NE FROM RESERVE.
 DT0510'0.2 KILOMETER (0.1 MILE) NORTH ALONG STATE HIGHWAY 435 FROM THE CATRON
 DT0510'COUNTY COURTHOUSE IN RESERVE, THENCE 11.3 KILOMETERS (7.0 MILES) WEST-
 DT0510'SOUTHWEST ALONG STATE HIGHWAY 12, THENCE 3.0 KILOMETERS (1.9 MILES)
 DT0510'SOUTH-SOUTHWEST ALONG U.S. HIGHWAY 180, 0.2 KILOMETER (0.1 MILE)
 DT0510'SOUTH-SOUTHWEST OF MILEMARKER 22, 19.6 METERS (64.3 FEET) WEST OF THE
 DT0510'CENTERLINE OF THE HIGHWAY, 13.5 METERS (44.4 FEET) NORTH OF THE
 DT0510'CENTER OF A GRAVEL ROAD LEADING WEST, 10.3 METERS (33.8 FEET) NORTH OF
 DT0510'THE NORTH END OF A CATTLEGUARD AND 0.3 METER (1.0 FEET) EAST OF A
 DT0510'FENCE.  NOTE=REFUSAL WAS REACHED AT 2.7 METERS (9.0 FEET).  ACCESS TO
 DT0510'DISK IS THROUGH A 4-INCH SCREW PLUG.
 DT0510'THE MARK IS 0.6 METERS  N FROM A WITNESS POST.
 DT0510'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1244 ***********************************************************************
 CX1244  DESIGNATION -  G 362
 CX1244  PID         -  CX1244
 CX1244  STATE/COUNTY-  NM/LUNA
 CX1244  USGS QUAD   -  GREG HILLS (1989)
 CX1244
 CX1244                         *CURRENT SURVEY CONTROL
 CX1244  ___________________________________________________________________
 CX1244* NAD 83(1986)-  32 30 23.     (N)    107 30 28.     (W)     SCALED    
 CX1244* NAVD 88     -      1407.451  (meters)    4617.61   (feet)  ADJUSTED  
 CX1244  ___________________________________________________________________
 CX1244  GEOID HEIGHT-         -23.95  (meters)                     GEOID03
 CX1244  DYNAMIC HT  -        1405.337 (meters)    4610.68  (feet)  COMP
 CX1244  MODELED GRAV-     979,086.8   (mgal)                       NAVD 88
 CX1244
 CX1244  VERT ORDER  -  FIRST     CLASS II
 CX1244
 CX1244.The horizontal coordinates were scaled from a topographic map and have
 CX1244.an estimated accuracy of +/- 6 seconds.
 CX1244
 CX1244.The orthometric height was determined by differential leveling
 CX1244.and adjusted by the National Geodetic Survey in June 1991..
 CX1244
 CX1244.The geoid height was determined by GEOID03.
 CX1244
 CX1244.The dynamic height is computed by dividing the NAVD 88
 CX1244.geopotential number by the normal gravity value computed on the
 CX1244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX1244.degrees latitude (g = 980.6199 gals.).
 CX1244
 CX1244.The modeled gravity was interpolated from observed gravity values.
 CX1244
 CX1244;                    North         East    Units  Estimated Accuracy
 CX1244;SPC NM W     -   167,070.      860,590.      MT  (+/- 180 meters Scaled)
 CX1244
 CX1244                          SUPERSEDED SURVEY CONTROL
 CX1244
 CX1244.No superseded survey control is available for this station.
 CX1244
 CX1244_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBR644993(NAD 83)
 CX1244_MARKER: DB = BENCH MARK DISK
 CX1244_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 CX1244_SP_SET: HEADWALL
 CX1244_STAMPING: G 362 1980
 CX1244_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CX1244
 CX1244  HISTORY     - Date     Condition        Report By
 CX1244  HISTORY     - 1980     MONUMENTED       NGS
 CX1244
 CX1244                          STATION DESCRIPTION
 CX1244
 CX1244'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CX1244'10.0 KM SW FROM NUTT.
 CX1244'10.0 KILOMETERS (6.2 MILES) SOUTHWEST ALONG STATE HIGHWAY 26 FROM ITS
 CX1244'JUNCTION WITH STATE HIGHWAY 27 IN NUTT, IN THE TOP CENTER
 CX1244'OF THE SOUTHEAST HEADWALL OF THE SOUTHWEST END OF A CONCRETE BRIDGE
 CX1244'ACROSS A WASH AND 6.2 METERS (20.5 FEET) SOUTHEAST OF THE CENTERLINE
 CX1244'OF THE HIGHWAY.
 CX1244'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0552 ***********************************************************************
 DT0552  DESIGNATION -  G 363
 DT0552  PID         -  DT0552
 DT0552  STATE/COUNTY-  NM/GRANT
 DT0552  USGS QUAD   -  MOON RANCH (1965)
 DT0552
 DT0552                         *CURRENT SURVEY CONTROL
 DT0552  ___________________________________________________________________
 DT0552* NAD 83(1986)-  33 11 17.     (N)    108 49 20.     (W)     SCALED    
 DT0552* NAVD 88     -      1550.269  (meters)    5086.17   (feet)  ADJUSTED  
 DT0552  ___________________________________________________________________
 DT0552  GEOID HEIGHT-         -24.29  (meters)                     GEOID03
 DT0552  DYNAMIC HT  -        1547.911 (meters)    5078.44  (feet)  COMP
 DT0552  MODELED GRAV-     979,063.0   (mgal)                       NAVD 88
 DT0552
 DT0552  VERT ORDER  -  FIRST     CLASS II
 DT0552
 DT0552.The horizontal coordinates were scaled from a topographic map and have
 DT0552.an estimated accuracy of +/- 6 seconds.
 DT0552
 DT0552.The orthometric height was determined by differential leveling
 DT0552.and adjusted by the National Geodetic Survey in June 1991..
 DT0552
 DT0552.The geoid height was determined by GEOID03.
 DT0552
 DT0552.The dynamic height is computed by dividing the NAVD 88
 DT0552.geopotential number by the normal gravity value computed on the
 DT0552.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0552.degrees latitude (g = 980.6199 gals.).
 DT0552
 DT0552.The modeled gravity was interpolated from observed gravity values.
 DT0552
 DT0552;                    North         East    Units  Estimated Accuracy
 DT0552;SPC NM W     -   243,050.      737,790.      MT  (+/- 180 meters Scaled)
 DT0552
 DT0552                          SUPERSEDED SURVEY CONTROL
 DT0552
 DT0552.No superseded survey control is available for this station.
 DT0552
 DT0552_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYB030742(NAD 83)
 DT0552_MARKER: DB = BENCH MARK DISK
 DT0552_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DT0552_SP_SET: HEADWALL
 DT0552_STAMPING: G 363 1980
 DT0552_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DT0552
 DT0552  HISTORY     - Date     Condition        Report By
 DT0552  HISTORY     - 1980     MONUMENTED       NGS
 DT0552
 DT0552                          STATION DESCRIPTION
 DT0552
 DT0552'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 DT0552'18.9 KM SOUTH FROM GLENWOOD.
 DT0552'18.9 KILOMETERS (11.7 MILES) SOUTH ALONG U.S. HIGHWAY 180 FROM THE
 DT0552'POST OFFICE IN GLENWOOD, IN THE TOP OF THE SOUTHWEST END OF THE
 DT0552'NORTHWEST HEADWALL OF A BRIDGE ACROSS THE SOUTHERNMOST BRANCH OF
 DT0552'LITTLE DRY CREEK, 0.1 KILOMETER (0.05 MILE) SOUTH OF A DIRT ROAD
 DT0552'LEADING WEST ALONG THE CREEK AND 9.3 METERS (30.4 FEET) NORTHWEST OF
 DT0552'THE CENTERLINE OF THE HIGHWAY.
 DT0552'THE MARK IS 2.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0539 ***********************************************************************
 DT0539  DESIGNATION -  G 364
 DT0539  PID         -  DT0539
 DT0539  STATE/COUNTY-  NM/CATRON
 DT0539  USGS QUAD   -  GLENWOOD (1965)
 DT0539
 DT0539                         *CURRENT SURVEY CONTROL
 DT0539  ___________________________________________________________________
 DT0539* NAD 83(1986)-  33 18 31.     (N)    108 53 10.     (W)     SCALED    
 DT0539* NAVD 88     -      1479.334  (meters)    4853.45   (feet)  ADJUSTED  
 DT0539  ___________________________________________________________________
 DT0539  GEOID HEIGHT-         -24.08  (meters)                     GEOID03
 DT0539  DYNAMIC HT  -        1477.105 (meters)    4846.14  (feet)  COMP
 DT0539  MODELED GRAV-     979,079.4   (mgal)                       NAVD 88
 DT0539
 DT0539  VERT ORDER  -  FIRST     CLASS II
 DT0539
 DT0539.The horizontal coordinates were scaled from a topographic map and have
 DT0539.an estimated accuracy of +/- 6 seconds.
 DT0539
 DT0539.The orthometric height was determined by differential leveling
 DT0539.and adjusted by the National Geodetic Survey in June 1991..
 DT0539
 DT0539.The geoid height was determined by GEOID03.
 DT0539
 DT0539.The dynamic height is computed by dividing the NAVD 88
 DT0539.geopotential number by the normal gravity value computed on the
 DT0539.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0539.degrees latitude (g = 980.6199 gals.).
 DT0539
 DT0539.The modeled gravity was interpolated from observed gravity values.
 DT0539
 DT0539;                    North         East    Units  Estimated Accuracy
 DT0539;SPC NM W     -   256,470.      731,960.      MT  (+/- 180 meters Scaled)
 DT0539
 DT0539                          SUPERSEDED SURVEY CONTROL
 DT0539
 DT0539.No superseded survey control is available for this station.
 DT0539
 DT0539_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB967874(NAD 83)
 DT0539_MARKER: DB = BENCH MARK DISK
 DT0539_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DT0539_SP_SET: CONCRETE HEADWALL
 DT0539_STAMPING: G 364 1980
 DT0539_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DT0539+STABILITY: SURFACE MOTION
 DT0539
 DT0539  HISTORY     - Date     Condition        Report By
 DT0539  HISTORY     - 1980     MONUMENTED       NGS
 DT0539
 DT0539                          STATION DESCRIPTION
 DT0539
 DT0539'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 DT0539'1.1 KM SOUTH FROM GLENWOOD.
 DT0539'1.1 KILOMETERS (0.7 MILE) SOUTH ALONG U. S. HIGHWAY 180 FROM THE
 DT0539'POST OFFICE IN GLENWOOD, IN TOP OF THE NORTHEAST END OF A LARGE
 DT0539'BELL SHAPED CONCRETE HEADWALL SETTING ON BEDROCK, 57.6 METERS
 DT0539'(189.0 FEET) EAST-SOUTHEAST OF THE CENTER OF THE JUNCTION OF A
 DT0539'ROAD LEADING WEST TO THE GLENWOOD RANGER STATION, 15.5 METERS
 DT0539'(50.9 FEET) SOUTH-SOUTHEAST OF THE CENTER OF A TRACK ROAD LEADING
 DT0539'NORTHEAST, 11.8 METERS (38.8 FEET) NORTHEAST OF THE CENTER OF THE
 DT0539'HIGHWAY AND 10.5 METERS (34.5 FEET) SOUTH-SOUTHEAST OF A WIRE FENCE.
 DT0539'THE MARK IS 1.0 METERS  E FROM A WITNESS POST.
 DT0539'THE MARK IS 2.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1223 ***********************************************************************
 CX1223  DESIGNATION -  G 365
 CX1223  PID         -  CX1223
 CX1223  STATE/COUNTY-  NM/LUNA
 CX1223  USGS QUAD   -  DEMING WEST (1972)
 CX1223
 CX1223                         *CURRENT SURVEY CONTROL
 CX1223  ___________________________________________________________________
 CX1223* NAD 83(1986)-  32 20 19.     (N)    107 48 49.     (W)     SCALED    
 CX1223* NAVD 88     -      1357.133  (meters)    4452.53   (feet)  ADJUSTED  
 CX1223  ___________________________________________________________________
 CX1223  GEOID HEIGHT-         -24.47  (meters)                     GEOID03
 CX1223  DYNAMIC HT  -        1355.071 (meters)    4445.76  (feet)  COMP
 CX1223  MODELED GRAV-     979,072.1   (mgal)                       NAVD 88
 CX1223
 CX1223  VERT ORDER  -  FIRST     CLASS II
 CX1223
 CX1223.The horizontal coordinates were scaled from a topographic map and have
 CX1223.an estimated accuracy of +/- 6 seconds.
 CX1223
 CX1223.The orthometric height was determined by differential leveling
 CX1223.and adjusted by the National Geodetic Survey in June 1991..
 CX1223
 CX1223.The geoid height was determined by GEOID03.
 CX1223
 CX1223.The dynamic height is computed by dividing the NAVD 88
 CX1223.geopotential number by the normal gravity value computed on the
 CX1223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX1223.degrees latitude (g = 980.6199 gals.).
 CX1223
 CX1223.The modeled gravity was interpolated from observed gravity values.
 CX1223
 CX1223;                    North         East    Units  Estimated Accuracy
 CX1223;SPC NM W     -   148,410.      831,860.      MT  (+/- 180 meters Scaled)
 CX1223
 CX1223                          SUPERSEDED SURVEY CONTROL
 CX1223
 CX1223.No superseded survey control is available for this station.
 CX1223
 CX1223_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBR351814(NAD 83)
 CX1223_MARKER: DB = BENCH MARK DISK
 CX1223_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CX1223_SP_SET: STAINLESS STEEL ROD
 CX1223_STAMPING: G 365 1979
 CX1223_PROJECTION: FLUSH
 CX1223_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CX1223_ROD/PIPE-DEPTH: 4.6  meters
 CX1223
 CX1223  HISTORY     - Date     Condition        Report By
 CX1223  HISTORY     - 1979     MONUMENTED       NGS
 CX1223
 CX1223                          STATION DESCRIPTION
 CX1223
 CX1223'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CX1223'10.3 KM NW FROM DEMING.
 CX1223'0.2 KILOMETER (0.1 MILE) EAST ALONG SPRUCE STREET FROM THE POST OFFICE
 CX1223'IN DEMING, THENCE 10.1 KILOMETERS (6.3 MILES) NORTHWEST ALONG U.S.
 CX1223'HIGHWAY 180, 0.3 KILOMETER (0.2 MILE) EAST-SOUTHEAST OF A PRIVATE
 CX1223'HOME, 19.3 METERS (63.3 FEET) SOUTHWEST OF THE CENTERLINE OF THE
 CX1223'HIGHWAY, 43.0 METERS (141.1 FEET) NORTHWEST OF A PRIVATE DRIVEWAY
 CX1223'LEADING WEST, 11.0 METERS (36.1 FEET) SOUTHWEST OF MILEMARKER 159 AND
 CX1223'0.6 METER (2.2 FEET) EAST OF A FENCE.  NOTE= REFUSAL WAS REACHED AT
 CX1223'4.6 METERS (15.0 FEET).  ACCESS TO DISK IS THROUGH A 4-INCH SCREW
 CX1223'PLUG.
 CX1223'THE MARK IS 0.5 METERS  NW FROM A WITNESS POST.
 CX1223'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1272 ***********************************************************************
 CX1272  DESIGNATION -  G 366
 CX1272  PID         -  CX1272
 CX1272  STATE/COUNTY-  NM/SIERRA
 CX1272  USGS QUAD   -  CABALLO (1980)
 CX1272
 CX1272                         *CURRENT SURVEY CONTROL
 CX1272  ___________________________________________________________________
 CX1272* NAD 83(1986)-  32 54 26.     (N)    107 18 42.     (W)     SCALED    
 CX1272* NAVD 88     -      1301.933  (meters)    4271.43   (feet)  ADJUSTED  
 CX1272  ___________________________________________________________________
 CX1272  GEOID HEIGHT-         -23.61  (meters)                     GEOID03
 CX1272  DYNAMIC HT  -        1300.015 (meters)    4265.13  (feet)  COMP
 CX1272  MODELED GRAV-     979,120.4   (mgal)                       NAVD 88
 CX1272
 CX1272  VERT ORDER  -  FIRST     CLASS II
 CX1272
 CX1272.The horizontal coordinates were scaled from a topographic map and have
 CX1272.an estimated accuracy of +/- 6 seconds.
 CX1272
 CX1272.The orthometric height was determined by differential leveling
 CX1272.and adjusted by the National Geodetic Survey in June 1991..
 CX1272
 CX1272.The geoid height was determined by GEOID03.
 CX1272
 CX1272.The dynamic height is computed by dividing the NAVD 88
 CX1272.geopotential number by the normal gravity value computed on the
 CX1272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX1272.degrees latitude (g = 980.6199 gals.).
 CX1272
 CX1272.The modeled gravity was interpolated from observed gravity values.
 CX1272
 CX1272;                    North         East    Units  Estimated Accuracy
 CX1272;SPC NM W     -   211,590.      878,800.      MT  (+/- 180 meters Scaled)
 CX1272
 CX1272                          SUPERSEDED SURVEY CONTROL
 CX1272
 CX1272.No superseded survey control is available for this station.
 CX1272
 CX1272_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBS838433(NAD 83)
 CX1272_MARKER: DB = BENCH MARK DISK
 CX1272_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CX1272+WITH SETTING: INFORMATION.
 CX1272_SP_SET: SHALLOW SET METAL ROD
 CX1272_STAMPING: G 366 1980
 CX1272_PROJECTION: FLUSH
 CX1272_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX1272_ROD/PIPE-DEPTH: 2.1  meters
 CX1272
 CX1272  HISTORY     - Date     Condition        Report By
 CX1272  HISTORY     - 1980     MONUMENTED       NGS
 CX1272
 CX1272                          STATION DESCRIPTION
 CX1272
 CX1272'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CX1272'7.6 KM SOUTH FROM CABALLO.
 CX1272'7.6 KILOMETERS (4.7 MILES) SOUTH ALONG U.S. HIGHWAY 85 FROM THE
 CX1272'POST OFFICE IN CABALLO, 82.3 METERS (270.0 FEET) NORTH OF THE
 CX1272'ENTRANCE TO THE CABALLO LAKE STATE PARK, 14.7 METERS (48.2 FEET)
 CX1272'EAST OF THE CENTER LINE OF THE HIGHWAY AND 0.4 METER (1.3 FEET)
 CX1272'WEST OF A BARBED WIRE FENCE.  NOTE=ACCESS TO THE DISK IS THROUGH
 CX1272'A 4-INCH SCREW PLUG.  REFUSAL WAS MET AT 2.1 METERS.
 CX1272'THE MARK IS 0.6 METERS  S FROM A WITNESS POST.
 CX1272'THE MARK IS 1.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS1043 ***********************************************************************
 DS1043  DESIGNATION -  G 367
 DS1043  PID         -  DS1043
 DS1043  STATE/COUNTY-  NM/SOCORRO
 DS1043  USGS QUAD   -  HICKMAN RANCH (1980)
 DS1043
 DS1043                         *CURRENT SURVEY CONTROL
 DS1043  ___________________________________________________________________
 DS1043* NAD 83(1986)-  33 37 31.     (N)    107 08 00.     (W)     SCALED    
 DS1043* NAVD 88     -      1471.133  (meters)    4826.54   (feet)  ADJUSTED  
 DS1043  ___________________________________________________________________
 DS1043  GEOID HEIGHT-         -22.83  (meters)                     GEOID03
 DS1043  DYNAMIC HT  -        1468.979 (meters)    4819.48  (feet)  COMP
 DS1043  MODELED GRAV-     979,121.8   (mgal)                       NAVD 88
 DS1043
 DS1043  VERT ORDER  -  FIRST     CLASS II
 DS1043
 DS1043.The horizontal coordinates were scaled from a topographic map and have
 DS1043.an estimated accuracy of +/- 6 seconds.
 DS1043
 DS1043.The orthometric height was determined by differential leveling
 DS1043.and adjusted by the National Geodetic Survey in June 1991..
 DS1043
 DS1043.The geoid height was determined by GEOID03.
 DS1043
 DS1043.The dynamic height is computed by dividing the NAVD 88
 DS1043.geopotential number by the normal gravity value computed on the
 DS1043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS1043.degrees latitude (g = 980.6199 gals.).
 DS1043
 DS1043.The modeled gravity was interpolated from observed gravity values.
 DS1043
 DS1043;                    North         East    Units  Estimated Accuracy
 DS1043;SPC NM C     -   291,440.      418,040.      MT  (+/- 180 meters Scaled)
 DS1043
 DS1043                          SUPERSEDED SURVEY CONTROL
 DS1043
 DS1043.No superseded survey control is available for this station.
 DS1043
 DS1043_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT021226(NAD 83)
 DS1043_MARKER: DB = BENCH MARK DISK
 DS1043_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DS1043_SP_SET: STAINLESS STEEL ROD
 DS1043_STAMPING: G 367 1980
 DS1043_PROJECTION: FLUSH
 DS1043_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DS1043_ROD/PIPE-DEPTH: 4.3  meters
 DS1043
 DS1043  HISTORY     - Date     Condition        Report By
 DS1043  HISTORY     - 1980     MONUMENTED       NGS
 DS1043
 DS1043                          STATION DESCRIPTION
 DS1043
 DS1043'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 DS1043'43.1 KM SW FROM SAN ANTONIO.
 DS1043'0.2 KILOMETER (0.1 MILE) EAST ALONG U.S. HIGHWAY 380 FROM THE POST
 DS1043'OFFICE IN SAN ANTONIO, THENCE 42.9 KILOMETERS (26.65 MILES) SOUTH
 DS1043'ALONG STATE HIGHWAY 1, 0.6 KILOMETER (0.4 MILE) NORTHEAST OF A
 DS1043'HIGHWAY REST AREA, 34.9 METERS (114.5 FEET) NORTHWEST OF THE
 DS1043'NORTHWEST SUPPORT POLE OF A HIGH TENSION POWER LINE NUMBER 35-5,
 DS1043'29.8 METERS (97.7 FEET) EAST OF THE CENTER LINE OF THE HIGHWAY AND
 DS1043'0.5 METER (1.6 FEET) WEST OF A FENCE.  NOTE=REFUSAL WAS REACHED AT
 DS1043'4.3 METERS (14.0 FEET).  ACCESS TO THE DISK IS THROUGH A 4-INCH
 DS1043'SCREW PLUG.
 DS1043'THE MARK IS 0.5 METERS  N FROM A WITNESS POST.
 DS1043'THE MARK IS 0.9 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS1011 ***********************************************************************
 DS1011  DESIGNATION -  G 368
 DS1011  PID         -  DS1011
 DS1011  STATE/COUNTY-  NM/SIERRA
 DS1011  USGS QUAD   -  HUERFANO HILL (1980)
 DS1011
 DS1011                         *CURRENT SURVEY CONTROL
 DS1011  ___________________________________________________________________
 DS1011* NAD 83(1986)-  33 18 12.     (N)    107 17 17.     (W)     SCALED    
 DS1011* NAVD 88     -      1450.750  (meters)    4759.67   (feet)  ADJUSTED  
 DS1011  ___________________________________________________________________
 DS1011  GEOID HEIGHT-         -23.13  (meters)                     GEOID03
 DS1011  DYNAMIC HT  -        1448.625 (meters)    4752.70  (feet)  COMP
 DS1011  MODELED GRAV-     979,122.2   (mgal)                       NAVD 88
 DS1011
 DS1011  VERT ORDER  -  FIRST     CLASS II
 DS1011
 DS1011.The horizontal coordinates were scaled from a topographic map and have
 DS1011.an estimated accuracy of +/- 6 seconds.
 DS1011
 DS1011.The orthometric height was determined by differential leveling
 DS1011.and adjusted by the National Geodetic Survey in June 1991..
 DS1011
 DS1011.The geoid height was determined by GEOID03.
 DS1011
 DS1011.The dynamic height is computed by dividing the NAVD 88
 DS1011.geopotential number by the normal gravity value computed on the
 DS1011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS1011.degrees latitude (g = 980.6199 gals.).
 DS1011
 DS1011.The modeled gravity was interpolated from observed gravity values.
 DS1011
 DS1011;                    North         East    Units  Estimated Accuracy
 DS1011;SPC NM W     -   255,530.      880,780.      MT  (+/- 180 meters Scaled)
 DS1011
 DS1011                          SUPERSEDED SURVEY CONTROL
 DS1011
 DS1011.No superseded survey control is available for this station.
 DS1011
 DS1011_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBS869872(NAD 83)
 DS1011_MARKER: DB = BENCH MARK DISK
 DS1011_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DS1011_SP_SET: ABUTMENT
 DS1011_STAMPING: G 368 1980
 DS1011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS1011+STABILITY: SURFACE MOTION
 DS1011
 DS1011  HISTORY     - Date     Condition        Report By
 DS1011  HISTORY     - 1980     MONUMENTED       NGS
 DS1011
 DS1011                          STATION DESCRIPTION
 DS1011
 DS1011'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 DS1011'16.4 KM NNW FROM TRUTH OR CONSEQUENCES.
 DS1011'14.8 KILOMETERS (9.2 MILES) NORTH AND NORTHWEST ALONG U.S. HIGHWAY 85
 DS1011'(DATE STREET) FROM THE SIERRA COUNTY COURTHOUSE IN TRUTH OR
 DS1011'CONSEQUENCES, THENCE 0.3 KILOMETERS (0.2 MILE) EAST ALONG A PAVED
 DS1011'ROAD, THENCE 1.3 KILOMETERS (0.8 MILE) NORTH-NORTHWEST ALONG
 DS1011'INTERSTATE HIGHWAY 25, 0.1 KILOMETER (0.05 MILE) SOUTH OF HIGHWAY
 DS1011'MILE POST NUMBER 90, IN THE TOP OF THE SOUTHWEST BRIDGE ABUTMENT
 DS1011'WHICH IS SETTING ON BED ROCK, 13.4 METERS (44.0 FEET) WEST OF THE
 DS1011'CENTER LINE OF THE HIGHWAY.
 DS1011'THE MARK IS 0.9 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0545 ***********************************************************************
 EQ0545  DESIGNATION -  G 369
 EQ0545  PID         -  EQ0545
 EQ0545  STATE/COUNTY-  NM/CATRON
 EQ0545  USGS QUAD   -  DATIL (1963)
 EQ0545
 EQ0545                         *CURRENT SURVEY CONTROL
 EQ0545  ___________________________________________________________________
 EQ0545* NAD 83(1986)-  34 08 29.     (N)    107 50 19.     (W)     SCALED    
 EQ0545* NAVD 88     -      2254.884  (meters)    7397.90   (feet)  ADJUSTED  
 EQ0545  ___________________________________________________________________
 EQ0545  GEOID HEIGHT-         -21.35  (meters)                     GEOID03
 EQ0545  DYNAMIC HT  -        2251.360 (meters)    7386.34  (feet)  COMP
 EQ0545  MODELED GRAV-     978,991.6   (mgal)                       NAVD 88
 EQ0545
 EQ0545  VERT ORDER  -  FIRST     CLASS II
 EQ0545
 EQ0545.The horizontal coordinates were scaled from a topographic map and have
 EQ0545.an estimated accuracy of +/- 6 seconds.
 EQ0545
 EQ0545.The orthometric height was determined by differential leveling
 EQ0545.and adjusted by the National Geodetic Survey in June 1991..
 EQ0545
 EQ0545.The geoid height was determined by GEOID03.
 EQ0545
 EQ0545.The dynamic height is computed by dividing the NAVD 88
 EQ0545.geopotential number by the normal gravity value computed on the
 EQ0545.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0545.degrees latitude (g = 980.6199 gals.).
 EQ0545
 EQ0545.The modeled gravity was interpolated from observed gravity values.
 EQ0545
 EQ0545;                    North         East    Units  Estimated Accuracy
 EQ0545;SPC NM W     -   348,340.      829,510.      MT  (+/- 180 meters Scaled)
 EQ0545
 EQ0545                          SUPERSEDED SURVEY CONTROL
 EQ0545
 EQ0545.No superseded survey control is available for this station.
 EQ0545
 EQ0545_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBT382814(NAD 83)
 EQ0545_MARKER: DB = BENCH MARK DISK
 EQ0545_SETTING: 66 = SET IN ROCK OUTCROP
 EQ0545_SP_SET: ROCK OUTCROP
 EQ0545_STAMPING: G 369 1980
 EQ0545_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EQ0545+STABILITY: POSITION/ELEVATION WELL
 EQ0545
 EQ0545  HISTORY     - Date     Condition        Report By
 EQ0545  HISTORY     - 1980     MONUMENTED       NGS
 EQ0545
 EQ0545                          STATION DESCRIPTION
 EQ0545
 EQ0545'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 EQ0545'0.6 KM EAST FROM DATIL.
 EQ0545'0.6 KM (0.35 MI) EAST ALONG U.S. HIGHWAY 60 FROM THE
 EQ0545'JUNCTION OF STATE HIGHWAY 12 IN DATIL, 9.9 METERS (32.5 FT) SOUTH-
 EQ0545'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY.
 EQ0545'THE MARK IS 0.35 METERS  SSW FROM A WITNESS POST.
 EQ0545'THE MARK IS 0.7 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0097 ***********************************************************************
 DT0097  DESIGNATION -  G 37
 DT0097  PID         -  DT0097
 DT0097  STATE/COUNTY-  NM/GRANT
 DT0097  USGS QUAD   -  MOON RANCH (1965)
 DT0097
 DT0097                         *CURRENT SURVEY CONTROL
 DT0097  ___________________________________________________________________
 DT0097* NAD 83(1986)-  33 09 26.     (N)    108 48 46.     (W)     SCALED    
 DT0097* NAVD 88     -      1588.442  (meters)    5211.41   (feet)  ADJUSTED  
 DT0097  ___________________________________________________________________
 DT0097  GEOID HEIGHT-         -24.35  (meters)                     GEOID03
 DT0097  DYNAMIC HT  -        1586.001 (meters)    5203.40  (feet)  COMP
 DT0097  MODELED GRAV-     979,045.6   (mgal)                       NAVD 88
 DT0097
 DT0097  VERT ORDER  -  FIRST     CLASS II
 DT0097
 DT0097.The horizontal coordinates were scaled from a topographic map and have
 DT0097.an estimated accuracy of +/- 6 seconds.
 DT0097
 DT0097.The orthometric height was determined by differential leveling
 DT0097.and adjusted by the National Geodetic Survey in June 1991..
 DT0097
 DT0097.The geoid height was determined by GEOID03.
 DT0097
 DT0097.The dynamic height is computed by dividing the NAVD 88
 DT0097.geopotential number by the normal gravity value computed on the
 DT0097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0097.degrees latitude (g = 980.6199 gals.).
 DT0097
 DT0097.The modeled gravity was interpolated from observed gravity values.
 DT0097
 DT0097;                    North         East    Units  Estimated Accuracy
 DT0097;SPC NM W     -   239,620.      738,640.      MT  (+/- 180 meters Scaled)
 DT0097
 DT0097                          SUPERSEDED SURVEY CONTROL
 DT0097
 DT0097  NGVD 29 (??/??/92) 1587.545  (m)         5208.47   (f) ADJ UNCH    1 2
 DT0097
 DT0097.Superseded values are not recommended for survey control.
 DT0097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0097.See file dsdata.txt to determine how the superseded data were derived.
 DT0097
 DT0097_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYB039708(NAD 83)
 DT0097_MARKER: DB = BENCH MARK DISK
 DT0097_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DT0097_SP_SET: ABUTMENT
 DT0097_STAMPING: G 37 1934
 DT0097_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DT0097
 DT0097  HISTORY     - Date     Condition        Report By
 DT0097  HISTORY     - 1934     MONUMENTED       CGS
 DT0097  HISTORY     - 1967     GOOD             USGS
 DT0097  HISTORY     - 1980     GOOD             NGS
 DT0097
 DT0097                          STATION DESCRIPTION
 DT0097
 DT0097'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 DT0097'15.5 MI S FROM CLENWOOD.
 DT0097'16.0 MILES SOUTH ALONG U.S. HIGHWAY 180 FROM THE POST OFFICE IN
 DT0097'GLENWOOD, CATRON COUNTY, AT THE REMAINS OF AN OLD BRIDGE OVER CACTUS
 DT0097'FLAT DRAW AND ABOUT 300 FEET WEST OF THE CENTER LINE OF THE PRESENT
 DT0097'HIGHWAY.  IN THE TOP OF THE NORTH CONCRETE ABUTMENT, AND 12 INCHES
 DT0097'FROM THE WEST END.
 DT0097
 DT0097                          STATION RECOVERY (1980)
 DT0097
 DT0097'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DT0097'23.2 KILOMETERS (14.4 MILES) SOUTHEAST ALONG U.S. HIGHWAY 180 FROM THE
 DT0097'POST OFFICE IN GLENWOOD, 0.5 KILOMETERS (0.3 MILE) NORTHWEST OF
 DT0097'HIGHWAY MILEMARKER 53, IN THE TOP OF THE NORTHWEST ABUTMENT OF THE
 DT0097'REMAINS OF AN OLD BRIDGE OVER CACTUS FLAT DRAW, 92.3 METERS (303.0
 DT0097'FEET) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 83.2 METERS (273.0
 DT0097'FEET) WEST OF THE BOTTOM CENTER OF A LARGE TWO PIPE CONCRETE CULVERT
 DT0097'AND 70.4 METERS (231.0 FEET) SOUTHWEST OF A RIGHT-OF-WAY FENCE.
 DT0097'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0551 ***********************************************************************
 EQ0551  DESIGNATION -  G 370
 EQ0551  PID         -  EQ0551
 EQ0551  STATE/COUNTY-  NM/CATRON
 EQ0551  USGS QUAD   -  SUGARLOAF MOUNTAIN (1995)
 EQ0551
 EQ0551                         *CURRENT SURVEY CONTROL
 EQ0551  ___________________________________________________________________
 EQ0551* NAD 83(1986)-  34 05 45.     (N)    107 53 53.     (W)     SCALED    
 EQ0551* NAVD 88     -      2262.013  (meters)    7421.29   (feet)  ADJUSTED  
 EQ0551  ___________________________________________________________________
 EQ0551  GEOID HEIGHT-         -21.41  (meters)                     GEOID03
 EQ0551  DYNAMIC HT  -        2258.462 (meters)    7409.64  (feet)  COMP
 EQ0551  MODELED GRAV-     978,984.8   (mgal)                       NAVD 88
 EQ0551
 EQ0551  VERT ORDER  -  FIRST     CLASS II
 EQ0551
 EQ0551.The horizontal coordinates were scaled from a topographic map and have
 EQ0551.an estimated accuracy of +/- 6 seconds.
 EQ0551
 EQ0551.The orthometric height was determined by differential leveling
 EQ0551.and adjusted by the National Geodetic Survey in June 1991..
 EQ0551
 EQ0551.The geoid height was determined by GEOID03.
 EQ0551
 EQ0551.The dynamic height is computed by dividing the NAVD 88
 EQ0551.geopotential number by the normal gravity value computed on the
 EQ0551.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0551.degrees latitude (g = 980.6199 gals.).
 EQ0551
 EQ0551.The modeled gravity was interpolated from observed gravity values.
 EQ0551
 EQ0551;                    North         East    Units  Estimated Accuracy
 EQ0551;SPC NM W     -   343,290.      824,030.      MT  (+/- 180 meters Scaled)
 EQ0551
 EQ0551                          SUPERSEDED SURVEY CONTROL
 EQ0551
 EQ0551.No superseded survey control is available for this station.
 EQ0551
 EQ0551_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBT326765(NAD 83)
 EQ0551_MARKER: DB = BENCH MARK DISK
 EQ0551_SETTING: 66 = SET IN ROCK OUTCROP
 EQ0551_SP_SET: ROCK OUTCROP
 EQ0551_STAMPING: G 370 1980
 EQ0551_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EQ0551+STABILITY: POSITION/ELEVATION WELL
 EQ0551
 EQ0551  HISTORY     - Date     Condition        Report By
 EQ0551  HISTORY     - 1980     MONUMENTED       NGS
 EQ0551
 EQ0551                          STATION DESCRIPTION
 EQ0551
 EQ0551'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 EQ0551'8.2 KM SW FROM DATIL  SW.
 EQ0551'8.2 KM (5.1 MI) SOUTHWEST ALONG STATE HIGHWAY 12 FROM THE
 EQ0551'POST OFFICE IN DATIL, 1.6 KM (1.0 MI) SOUTHWEST OF A DIRT
 EQ0551'ROAD LEADING NORTHWEST, 19.0 METERS (62.3 FT) SOUTHEAST OF THE
 EQ0551'CENTERLINE OF THE HIGHWAY AND 0.7 METERS (2.3 FT) NORTHWEST OF A
 EQ0551'BARBED WIRE FENCE.  NOTE=DISK IS SET IN BEDROCK.
 EQ0551'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 EQ0551'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0604 ***********************************************************************
 DT0604  DESIGNATION -  G 372
 DT0604  PID         -  DT0604
 DT0604  STATE/COUNTY-  NM/CATRON
 DT0604  USGS QUAD   -  ARAGON (1965)
 DT0604
 DT0604                         *CURRENT SURVEY CONTROL
 DT0604  ___________________________________________________________________
 DT0604* NAD 83(1986)-  33 53 32.     (N)    108 30 41.     (W)     SCALED    
 DT0604* NAVD 88     -      2063.747  (meters)    6770.81   (feet)  ADJUSTED  
 DT0604  ___________________________________________________________________
 DT0604  GEOID HEIGHT-         -22.01  (meters)                     GEOID03
 DT0604  DYNAMIC HT  -        2060.522 (meters)    6760.23  (feet)  COMP
 DT0604  MODELED GRAV-     979,000.4   (mgal)                       NAVD 88
 DT0604
 DT0604  VERT ORDER  -  FIRST     CLASS II
 DT0604
 DT0604.The horizontal coordinates were scaled from a topographic map and have
 DT0604.an estimated accuracy of +/- 6 seconds.
 DT0604
 DT0604.The orthometric height was determined by differential leveling
 DT0604.and adjusted by the National Geodetic Survey in June 1991..
 DT0604
 DT0604.The geoid height was determined by GEOID03.
 DT0604
 DT0604.The dynamic height is computed by dividing the NAVD 88
 DT0604.geopotential number by the normal gravity value computed on the
 DT0604.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0604.degrees latitude (g = 980.6199 gals.).
 DT0604
 DT0604.The modeled gravity was interpolated from observed gravity values.
 DT0604
 DT0604;                    North         East    Units  Estimated Accuracy
 DT0604;SPC NM W     -   320,910.      767,280.      MT  (+/- 180 meters Scaled)
 DT0604
 DT0604                          SUPERSEDED SURVEY CONTROL
 DT0604
 DT0604.No superseded survey control is available for this station.
 DT0604
 DT0604_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYC301529(NAD 83)
 DT0604_MARKER: DB = BENCH MARK DISK
 DT0604_SETTING: 66 = SET IN ROCK OUTCROP
 DT0604_SP_SET: ROCK OUTCROP
 DT0604_STAMPING: G 372 1980
 DT0604_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DT0604+STABILITY: POSITION/ELEVATION WELL
 DT0604_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DT0604+SATELLITE: SATELLITE OBSERVATIONS - November 27, 2004
 DT0604
 DT0604  HISTORY     - Date     Condition        Report By
 DT0604  HISTORY     - 1980     MONUMENTED       NGS
 DT0604  HISTORY     - 20041127 GOOD             GEOCAC
 DT0604
 DT0604                          STATION DESCRIPTION
 DT0604
 DT0604'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 DT0604'2.8 KM NE FROM ARAGON.
 DT0604'2.8 KM (1.75 MI) NORTHEAST ALONG STATE HIGHWAY 12 FROM THE
 DT0604'POST OFFICE IN ARAGON, 0.1 KM (0.05 MI) SOUTHWEST OF
 DT0604'MILE POST 28, 20.4 METERS (67.0 FT) NORTH-NORTHWEST OF THE CENTERLINE
 DT0604'OF THE HIGHWAY AND 0.6 METER (2.0 FT) NORTH-NORTHWEST OF A FENCE.
 DT0604'THE MARK IS 1.9 METERS  ESE FROM A WITNESS POST.
 DT0604'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 DT0604
 DT0604                          STATION RECOVERY (2004)
 DT0604
 DT0604'RECOVERY NOTE BY GEOCACHING 2004 (CB)
 DT0604'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0583 ***********************************************************************
 DT0583  DESIGNATION -  G 373
 DT0583  PID         -  DT0583
 DT0583  STATE/COUNTY-  NM/CATRON
 DT0583  USGS QUAD   -  BELL PEAK (1981)
 DT0583
 DT0583                         *CURRENT SURVEY CONTROL
 DT0583  ___________________________________________________________________
 DT0583* NAD 83(1986)-  33 55 20.     (N)    108 15 17.     (W)     SCALED    
 DT0583* NAVD 88     -      2204.253  (meters)    7231.79   (feet)  ADJUSTED  
 DT0583  ___________________________________________________________________
 DT0583  GEOID HEIGHT-         -21.85  (meters)                     GEOID03
 DT0583  DYNAMIC HT  -        2200.780 (meters)    7220.39  (feet)  COMP
 DT0583  MODELED GRAV-     978,981.3   (mgal)                       NAVD 88
 DT0583
 DT0583  VERT ORDER  -  FIRST     CLASS II
 DT0583
 DT0583.The horizontal coordinates were scaled from a topographic map and have
 DT0583.an estimated accuracy of +/- 6 seconds.
 DT0583
 DT0583.The orthometric height was determined by differential leveling
 DT0583.and adjusted by the National Geodetic Survey in June 1991..
 DT0583
 DT0583.The geoid height was determined by GEOID03.
 DT0583
 DT0583.The dynamic height is computed by dividing the NAVD 88
 DT0583.geopotential number by the normal gravity value computed on the
 DT0583.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0583.degrees latitude (g = 980.6199 gals.).
 DT0583
 DT0583.The modeled gravity was interpolated from observed gravity values.
 DT0583
 DT0583;                    North         East    Units  Estimated Accuracy
 DT0583;SPC NM W     -   324,110.      791,040.      MT  (+/- 180 meters Scaled)
 DT0583
 DT0583                          SUPERSEDED SURVEY CONTROL
 DT0583
 DT0583.No superseded survey control is available for this station.
 DT0583
 DT0583_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYC537569(NAD 83)
 DT0583_MARKER: DB = BENCH MARK DISK
 DT0583_SETTING: 66 = SET IN ROCK OUTCROP
 DT0583_SP_SET: ROCK OUTCROP
 DT0583_STAMPING: G 373 1980
 DT0583_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DT0583+STABILITY: POSITION/ELEVATION WELL
 DT0583
 DT0583  HISTORY     - Date     Condition        Report By
 DT0583  HISTORY     - 1980     MONUMENTED       NGS
 DT0583
 DT0583                          STATION DESCRIPTION
 DT0583
 DT0583'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 DT0583'29.6 KM NE FROM ARAGON.
 DT0583'29.6 KM (18.4 MI) NORTHEAST ALONG STATE HIGHWAY 12 FROM
 DT0583'THE POST OFFICE IN ARAGON, 0.9 KM (0.55 MI) EAST OF A SIDE
 DT0583'ROAD LEADING NORTH, 1.1 KM (0.7 MI) EAST OF MILE POST 44,
 DT0583'AT THE WEST END OF A ROCK CUTBANK, 25.6 METERS (84.0 FT) SOUTH OF A
 DT0583'FENCE AND 6.3 METERS (20.7 FT) NORTH OF THE CENTERLINE OF THE
 DT0583'HIGHWAY.  NOTE=DISK IS SET IN BEDROCK.
 DT0583'THE MARK IS 0.8 METERS  W FROM A WITNESS POST.
 DT0583'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0492 ***********************************************************************
 DT0492  DESIGNATION -  G 374
 DT0492  PID         -  DT0492
 DT0492  STATE/COUNTY-  NM/CATRON
 DT0492  USGS QUAD   -  LUNA (1965)
 DT0492
 DT0492                         *CURRENT SURVEY CONTROL
 DT0492  ___________________________________________________________________
 DT0492* NAD 83(1986)-  33 46 28.     (N)    108 57 30.     (W)     SCALED    
 DT0492* NAVD 88     -      2205.116  (meters)    7234.62   (feet)  ADJUSTED  
 DT0492  ___________________________________________________________________
 DT0492  GEOID HEIGHT-         -22.54  (meters)                     GEOID03
 DT0492  DYNAMIC HT  -        2201.584 (meters)    7223.03  (feet)  COMP
 DT0492  MODELED GRAV-     978,955.4   (mgal)                       NAVD 88
 DT0492
 DT0492  VERT ORDER  -  FIRST     CLASS II
 DT0492
 DT0492.The horizontal coordinates were scaled from a topographic map and have
 DT0492.an estimated accuracy of +/- 6 seconds.
 DT0492
 DT0492.The orthometric height was determined by differential leveling
 DT0492.and adjusted by the National Geodetic Survey in June 1991..
 DT0492
 DT0492.The geoid height was determined by GEOID03.
 DT0492
 DT0492.The dynamic height is computed by dividing the NAVD 88
 DT0492.geopotential number by the normal gravity value computed on the
 DT0492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0492.degrees latitude (g = 980.6199 gals.).
 DT0492
 DT0492.The modeled gravity was interpolated from observed gravity values.
 DT0492
 DT0492;                    North         East    Units  Estimated Accuracy
 DT0492;SPC NM W     -   308,210.      725,800.      MT  (+/- 180 meters Scaled)
 DT0492
 DT0492                          SUPERSEDED SURVEY CONTROL
 DT0492
 DT0492.No superseded survey control is available for this station.
 DT0492
 DT0492_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC890390(NAD 83)
 DT0492_MARKER: I = METAL ROD
 DT0492_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DT0492_SP_SET: STAINLESS STEEL ROD
 DT0492_STAMPING: G 374 1980
 DT0492_PROJECTION: FLUSH
 DT0492_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DT0492_ROD/PIPE-DEPTH: 4.9  meters
 DT0492
 DT0492  HISTORY     - Date     Condition        Report By
 DT0492  HISTORY     - 1980     MONUMENTED       NGS
 DT0492  HISTORY     - 20050729 GOOD             USPSQD
 DT0492
 DT0492                          STATION DESCRIPTION
 DT0492
 DT0492'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 DT0492'5.7 KM SE FROM LUNA.
 DT0492'5.7 KM (3.55 MI) SOUTHEAST ALONG U.S. HIGHWAY 180 FROM
 DT0492'THE POST OFFICE IN LUNA, 0.1 KM (0.05 MI) NORTHWEST OF
 DT0492'MILE POST 11, 26.2 METERS (85.8 FT) NORTH-NORTHEAST OF THE NORTHEAST
 DT0492'CORNER OF A CULVERT, AND 23.5 METERS (77.1 FT) NORTH OF THE CENTER
 DT0492'LINE OF THE HIGHWAY.  NOTE=REFUSAL WAS REACHED AT 4.9 METERS (16.0
 DT0492'FT).  ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 DT0492'THE MARK IS 0.8 METERS  S FROM A WITNESS POST.
 DT0492'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
 DT0492
 DT0492                          STATION RECOVERY (2005)
 DT0492
 DT0492'RECOVERY NOTE BY US POWER SQUADRON 2005 (CP)
 DT0492'RECOVERED AS DESCRIBED.
 DT0492' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM1084 ***********************************************************************
 FM1084  DESIGNATION -  G 38 RESET
 FM1084  PID         -  FM1084
 FM1084  STATE/COUNTY-  NM/QUAY
 FM1084  USGS QUAD   -  LOGAN NE (1989)
 FM1084
 FM1084                         *CURRENT SURVEY CONTROL
 FM1084  ___________________________________________________________________
 FM1084* NAD 83(1986)-  35 27 40.     (N)    103 17 49.     (W)     SCALED    
 FM1084* NAVD 88     -      1197.31   (+/-2cm)    3928.2    (feet)  VERTCON   
 FM1084  ___________________________________________________________________
 FM1084  GEOID HEIGHT-         -23.14  (meters)                     GEOID03
 FM1084
 FM1084  VERT ORDER  -  THIRD (See Below)
 FM1084
 FM1084.The horizontal coordinates were scaled from a topographic map and have
 FM1084.an estimated accuracy of +/- 6 seconds.
 FM1084
 FM1084.The NAVD 88 height was computed by applying the VERTCON shift value to
 FM1084.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FM1084.The vertical order pertains to the NGVD 29 superseded value.
 FM1084
 FM1084.The geoid height was determined by GEOID03.
 FM1084
 FM1084;                    North         East    Units  Estimated Accuracy
 FM1084;SPC NM E     -   495,230.      259,070.      MT  (+/- 180 meters Scaled)
 FM1084
 FM1084                          SUPERSEDED SURVEY CONTROL
 FM1084
 FM1084  NGVD 29 (06/15/00) 1196.75   (m)         3926.3    (f) RESET       3  
 FM1084
 FM1084.Superseded values are not recommended for survey control.
 FM1084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM1084.See file dsdata.txt to determine how the superseded data were derived.
 FM1084
 FM1084_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFV545255(NAD 83)
 FM1084_MARKER: DV = VERTICAL CONTROL DISK
 FM1084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM1084_SP_SET: CONCRETE POST
 FM1084_STAMPING: G 38 RESET 1980
 FM1084_MARK LOGO: NGS   
 FM1084_MAGNETIC: N = NO MAGNETIC MATERIAL
 FM1084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM1084+STABILITY: SURFACE MOTION
 FM1084
 FM1084  HISTORY     - Date     Condition        Report By
 FM1084  HISTORY     - 1980     MONUMENTED       NGS
 FM1084
 FM1084                          STATION DESCRIPTION
 FM1084
 FM1084'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 FM1084'9.0 MILES NORTHEAST ALONG U.S. HIGHWAY 54 FROM THE JUNCTION OF U.S.
 FM1084'HIGHWAY 54 AND STATE HIGHWAY 39 WHICH IS AT NORTH EDGE OF LOGAN, 147
 FM1084'FEET NORTHWEST OF CENTER OF HIGHWAY 54, 128 FEET SOUTH OF MILEPOST
 FM1084'606, 84.3 FEET SOUTHEAST OF SOUTHEAST RAIL OF RAILROAD TRACK, 57 FEET
 FM1084'NORTHWEST OF CENTER TRACK ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0157 ***********************************************************************
 DT0157  DESIGNATION -  G 39
 DT0157  PID         -  DT0157
 DT0157  STATE/COUNTY-  NM/CATRON
 DT0157  USGS QUAD   -  RESERVE (1965)
 DT0157
 DT0157                         *CURRENT SURVEY CONTROL
 DT0157  ___________________________________________________________________
 DT0157* NAD 83(1986)-  33 41 21.     (N)    108 51 46.     (W)     SCALED    
 DT0157* NAVD 88     -      1947.569  (meters)    6389.65   (feet)  ADJUSTED  
 DT0157  ___________________________________________________________________
 DT0157  GEOID HEIGHT-         -22.81  (meters)                     GEOID03
 DT0157  DYNAMIC HT  -        1944.546 (meters)    6379.73  (feet)  COMP
 DT0157  MODELED GRAV-     979,015.4   (mgal)                       NAVD 88
 DT0157
 DT0157  VERT ORDER  -  FIRST     CLASS II
 DT0157
 DT0157.The horizontal coordinates were scaled from a topographic map and have
 DT0157.an estimated accuracy of +/- 6 seconds.
 DT0157
 DT0157.The orthometric height was determined by differential leveling
 DT0157.and adjusted by the National Geodetic Survey in June 1991..
 DT0157
 DT0157.The geoid height was determined by GEOID03.
 DT0157
 DT0157.The dynamic height is computed by dividing the NAVD 88
 DT0157.geopotential number by the normal gravity value computed on the
 DT0157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0157.degrees latitude (g = 980.6199 gals.).
 DT0157
 DT0157.The modeled gravity was interpolated from observed gravity values.
 DT0157
 DT0157;                    North         East    Units  Estimated Accuracy
 DT0157;SPC NM W     -   298,660.      734,560.      MT  (+/- 180 meters Scaled)
 DT0157
 DT0157                          SUPERSEDED SURVEY CONTROL
 DT0157
 DT0157  NGVD 29 (??/??/92) 1946.668  (m)         6386.69   (f) ADJ UNCH    1 2
 DT0157
 DT0157.Superseded values are not recommended for survey control.
 DT0157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0157.See file dsdata.txt to determine how the superseded data were derived.
 DT0157
 DT0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC981297(NAD 83)
 DT0157_MARKER: DB = BENCH MARK DISK
 DT0157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DT0157_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DT0157_STAMPING: G-39 1934
 DT0157_PROJECTION: PROJECTING 30 CENTIMETERS
 DT0157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DT0157+STABILITY: SURFACE MOTION
 DT0157
 DT0157  HISTORY     - Date     Condition        Report By
 DT0157  HISTORY     - 1934     MONUMENTED       CGS
 DT0157  HISTORY     - 1965     GOOD             USGS
 DT0157  HISTORY     - 1980     GOOD             NGS
 DT0157
 DT0157                          STATION DESCRIPTION
 DT0157
 DT0157'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DT0157'7.7 MI S FROM RESERVE.
 DT0157'7.7 MILES SOUTH OF, ALONG STATE HWY. NO. 12 FROM POST OFFICE. 2.6
 DT0157'MILES NORTH OF PINE LAWN CAMP.  0.2 OF A MILE SOUTH OF NORTH ROAD OF
 DT0157'TRIANGLE FORMED BY THE JUNCTION OF STATE HWYS. NO. 11 AND NO. 12 32
 DT0157'FT. WEST OF CENTER LINE OF HWY. NO. 11.
 DT0157
 DT0157                          STATION RECOVERY (1965)
 DT0157
 DT0157'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 DT0157'RECOVERED IN GOOD CONDITION.
 DT0157
 DT0157                          STATION RECOVERY (1980)
 DT0157
 DT0157'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DT0157'0.2 KILOMETER (0.1 MILE) NORTH ALONG STATE HIGHWAY 435 FROM THE
 DT0157'CATRON COUNTY COURTHOUSE IN RESERVE, THENCE 11.3 KILOMETERS (7.0
 DT0157'MILES) WEST AND SOUTHWEST ALONG STATE HIGHWAY 12, THENCE 0.2 KILOMETER
 DT0157'(0.1 MILE) SOUTH AND SOUTHWEST ALONG U.S. HIGHWAY 180, 0.3 KILOMETER
 DT0157'(0.2 MILE) NORTH OF D-B GROCERY STORE, 32.0 METERS (105.0 FEET) SOUTH
 DT0157'OF THE CENTER OF A DIRT ROAD LEADING WEST, 9.7 METERS (32.0 FEET) WEST
 DT0157'OF THE CENTERLINE OF THE HIGHWAY AND 9.4 METERS (31.0 FEET) EAST OF A
 DT0157'RIGHT-OF-WAY FENCE.
 DT0157'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0654 ***********************************************************************
 CY0654  DESIGNATION -  G 397
 CY0654  PID         -  CY0654
 CY0654  STATE/COUNTY-  NM/HIDALGO
 CY0654  USGS QUAD   -  LORDSBURG (1980)
 CY0654
 CY0654                         *CURRENT SURVEY CONTROL
 CY0654  ___________________________________________________________________
 CY0654* NAD 83(1986)-  32 20 32.     (N)    108 42 28.     (W)     SCALED    
 CY0654* NAVD 88     -      1309.745  (meters)    4297.06   (feet)  ADJUSTED  
 CY0654  ___________________________________________________________________
 CY0654  GEOID HEIGHT-         -25.48  (meters)                     GEOID03
 CY0654  DYNAMIC HT  -        1307.798 (meters)    4290.67  (feet)  COMP
 CY0654  MODELED GRAV-     979,106.4   (mgal)                       NAVD 88
 CY0654
 CY0654  VERT ORDER  -  FIRST     CLASS II
 CY0654
 CY0654.The horizontal coordinates were scaled from a topographic map and have
 CY0654.an estimated accuracy of +/- 6 seconds.
 CY0654
 CY0654.The orthometric height was determined by differential leveling
 CY0654.and adjusted by the National Geodetic Survey in June 1991..
 CY0654
 CY0654.The geoid height was determined by GEOID03.
 CY0654
 CY0654.The dynamic height is computed by dividing the NAVD 88
 CY0654.geopotential number by the normal gravity value computed on the
 CY0654.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0654.degrees latitude (g = 980.6199 gals.).
 CY0654
 CY0654.The modeled gravity was interpolated from observed gravity values.
 CY0654
 CY0654;                    North         East    Units  Estimated Accuracy
 CY0654;SPC NM W     -   149,150.      747,690.      MT  (+/- 180 meters Scaled)
 CY0654
 CY0654                          SUPERSEDED SURVEY CONTROL
 CY0654
 CY0654.No superseded survey control is available for this station.
 CY0654
 CY0654_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYA157806(NAD 83)
 CY0654_MARKER: DB = BENCH MARK DISK
 CY0654_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CY0654_SP_SET: BRIDGE PIER
 CY0654_STAMPING: G 397 1979
 CY0654_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CY0654_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CY0654+SATELLITE: SATELLITE OBSERVATIONS - March 10, 2002
 CY0654
 CY0654  HISTORY     - Date     Condition        Report By
 CY0654  HISTORY     - 1979     MONUMENTED       NGS
 CY0654  HISTORY     - 20020310 GOOD             INDIV
 CY0654
 CY0654                          STATION DESCRIPTION
 CY0654
 CY0654'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CY0654'IN LORDSBURG.
 CY0654'IN LORDSBURG, SET VERTICALLY IN THE NORTHEAST FACE OF THE
 CY0654'NORTHEASTERNMOST PIER FOR THE WESTBOUND INTERSTATE HIGHWAY 10 OVERPASS
 CY0654'BRIDGE OVER ANIMAS STREET, 8.9 METERS (29.2 FEET) SOUTHEAST OF THE
 CY0654'CENTERLINE OF THE STREET, 3.0 METERS (10.0 FEET) SOUTHWEST OF THE
 CY0654'NORTHEAST END OF THE CONCRETE GUARD RAIL, 1.2 METERS (4.1 FEET) ABOVE
 CY0654'THE SIDEWALK AND 0.3 METER (1.2 FEET) NORTHWEST OF THE EAST CORNER OF
 CY0654'THE PIER.
 CY0654'THE MARK IS 1.0 M ABOVE THE ROAD CENTERLINE.
 CY0654
 CY0654                          STATION RECOVERY (2002)
 CY0654
 CY0654'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (EBA)
 CY0654'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0628 ***********************************************************************
 CY0628  DESIGNATION -  G 398
 CY0628  PID         -  CY0628
 CY0628  STATE/COUNTY-  NM/LUNA
 CY0628  USGS QUAD   -  GAGE (1976)
 CY0628
 CY0628                         *CURRENT SURVEY CONTROL
 CY0628  ___________________________________________________________________
 CY0628* NAD 83(1986)-  32 14 22.     (N)    108 00 46.     (W)     SCALED    
 CY0628* NAVD 88     -      1351.146  (meters)    4432.88   (feet)  ADJUSTED  
 CY0628  ___________________________________________________________________
 CY0628  GEOID HEIGHT-         -24.61  (meters)                     GEOID03
 CY0628  DYNAMIC HT  -        1349.113 (meters)    4426.21  (feet)  COMP
 CY0628  MODELED GRAV-     979,087.3   (mgal)                       NAVD 88
 CY0628
 CY0628  VERT ORDER  -  FIRST     CLASS II
 CY0628
 CY0628.The horizontal coordinates were scaled from a topographic map and have
 CY0628.an estimated accuracy of +/- 6 seconds.
 CY0628
 CY0628.The orthometric height was determined by differential leveling
 CY0628.and adjusted by the National Geodetic Survey in June 1991..
 CY0628
 CY0628.The geoid height was determined by GEOID03.
 CY0628
 CY0628.The dynamic height is computed by dividing the NAVD 88
 CY0628.geopotential number by the normal gravity value computed on the
 CY0628.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0628.degrees latitude (g = 980.6199 gals.).
 CY0628
 CY0628.The modeled gravity was interpolated from observed gravity values.
 CY0628
 CY0628;                    North         East    Units  Estimated Accuracy
 CY0628;SPC NM W     -   137,430.      813,090.      MT  (+/- 180 meters Scaled)
 CY0628
 CY0628                          SUPERSEDED SURVEY CONTROL
 CY0628
 CY0628.No superseded survey control is available for this station.
 CY0628
 CY0628_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYA814708(NAD 83)
 CY0628_MARKER: DB = BENCH MARK DISK
 CY0628_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CY0628_SP_SET: STAINLESS STEEL ROD
 CY0628_STAMPING: G 398 1980
 CY0628_PROJECTION: FLUSH
 CY0628_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CY0628_ROD/PIPE-DEPTH: 5.5  meters
 CY0628
 CY0628  HISTORY     - Date     Condition        Report By
 CY0628  HISTORY     - 1980     MONUMENTED       NGS
 CY0628
 CY0628                          STATION DESCRIPTION
 CY0628
 CY0628'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CY0628'24.2 KM WEST FROM DEMING.
 CY0628'24.2 KILOMETERS (15.05 MILES) WEST ALONG THE SOUTHERN PACIFIC RAILROAD
 CY0628'FROM IST STATION IN DEMING, 0.25 KILOMETER (0.15 MILE) WEST OF MILE
 CY0628'POST 1193, AT THE SECOND TELEGRAPH POLE EAST OF A RAILROAD BRIDGE,
 CY0628'9.0 METERS (29.7 FEET) SOUTH OF THE SOUTH RAIL, 91.5 METERS (300
 CY0628'FEET) EAST OF THE SOUTHEAST CORNER OF THE BRIDGE, 4.7 METERS (15.5
 CY0628'FEET) NORTH OF THE CENTERLINE OF THE RAILROAD MAINTENANCE ROAD AND
 CY0628'1.6 METERS (5.2 FEET) WEST OF THE POLE.  THE ROD WAS DRIVEN TO
 CY0628'REFUSAL.
 CY0628'THE MARK IS 0.5 METERS  E FROM A WITNESS POST.
 CY0628'THE MARK IS 1.2 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0106 ***********************************************************************
 EP0106  DESIGNATION -  G 4
 EP0106  PID         -  EP0106
 EP0106  STATE/COUNTY-  NM/DE BACA
 EP0106  USGS QUAD   -  YESO NW (1966)
 EP0106
 EP0106                         *CURRENT SURVEY CONTROL
 EP0106  ___________________________________________________________________
 EP0106* NAD 83(1986)-  34 26 41.     (N)    104 43 18.     (W)     SCALED    
 EP0106* NAVD 88     -      1514.714  (meters)    4969.52   (feet)  ADJUSTED  
 EP0106  ___________________________________________________________________
 EP0106  GEOID HEIGHT-         -22.83  (meters)                     GEOID03
 EP0106  DYNAMIC HT  -        1512.608 (meters)    4962.61  (feet)  COMP
 EP0106  MODELED GRAV-     979,192.2   (mgal)                       NAVD 88
 EP0106
 EP0106  VERT ORDER  -  FIRST     CLASS II
 EP0106
 EP0106.The horizontal coordinates were scaled from a topographic map and have
 EP0106.an estimated accuracy of +/- 6 seconds.
 EP0106
 EP0106.The orthometric height was determined by differential leveling
 EP0106.and adjusted by the National Geodetic Survey in June 1991..
 EP0106
 EP0106.The geoid height was determined by GEOID03.
 EP0106
 EP0106.The dynamic height is computed by dividing the NAVD 88
 EP0106.geopotential number by the normal gravity value computed on the
 EP0106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EP0106.degrees latitude (g = 980.6199 gals.).
 EP0106
 EP0106.The modeled gravity was interpolated from observed gravity values.
 EP0106
 EP0106;                    North         East    Units  Estimated Accuracy
 EP0106;SPC NM E     -   382,050.      129,320.      MT  (+/- 180 meters Scaled)
 EP0106
 EP0106                          SUPERSEDED SURVEY CONTROL
 EP0106
 EP0106  NGVD 29 (??/??/92) 1514.005  (m)         4967.20   (f) ADJ UNCH    1 2
 EP0106
 EP0106.Superseded values are not recommended for survey control.
 EP0106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EP0106.See file dsdata.txt to determine how the superseded data were derived.
 EP0106
 EP0106_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEU255115(NAD 83)
 EP0106_MARKER: DB = BENCH MARK DISK
 EP0106_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EP0106_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EP0106_STAMPING: G 4 1911 4967.178
 EP0106_MARK LOGO: CGS   
 EP0106_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EP0106
 EP0106  HISTORY     - Date     Condition        Report By
 EP0106  HISTORY     - 1911     MONUMENTED       CGS
 EP0106  HISTORY     - 1958     GOOD             NGS
 EP0106  HISTORY     - 1983     GOOD             NGS
 EP0106
 EP0106                          STATION DESCRIPTION
 EP0106
 EP0106'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 EP0106'6.35 MI W FROM YESO.
 EP0106'ABOUT 6.35 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 EP0106'FROM THE STATION AT YESO, ABOUT 0.3 MILE SOUTHWEST OF MILE POST 750,
 EP0106'28 1/2 FEET EAST OF A TELEPHONE POLE, 95 FEET SOUTHEAST OF THE NEAR
 EP0106'RAIL, 2 FEET NORTHWEST OF THE RIGHT OF WAY FENCE, 1 1/2 FEET SOUTHWEST
 EP0106'OF A METAL WITNESS POST, AND ON THE TOP OF A 3-INCH IRON PIPE
 EP0106'PROJECTING 9 INCHES.
 EP0106
 EP0106                          STATION RECOVERY (1983)
 EP0106
 EP0106'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 EP0106'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0009 ***********************************************************************
 DT0009  DESIGNATION -  G 40
 DT0009  PID         -  DT0009
 DT0009  STATE/COUNTY-  NM/CATRON
 DT0009  USGS QUAD   -  BELL PEAK (1981)
 DT0009
 DT0009                         *CURRENT SURVEY CONTROL
 DT0009  ___________________________________________________________________
 DT0009* NAD 83(1986)-  33 55 11.     (N)    108 15 39.     (W)     SCALED    
 DT0009* NAVD 88     -      2218.023  (meters)    7276.96   (feet)  POSTED    
 DT0009  ___________________________________________________________________
 DT0009  GEOID HEIGHT-         -21.86  (meters)                     GEOID03
 DT0009  DYNAMIC HT  -        2214.530 (meters)    7265.50  (feet)  COMP
 DT0009  MODELED GRAV-     978,980.0   (mgal)                       NAVD 88
 DT0009
 DT0009  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 DT0009
 DT0009.The horizontal coordinates were scaled from a topographic map and have
 DT0009.an estimated accuracy of +/- 6 seconds.
 DT0009
 DT0009.The orthometric height was determined by differential leveling
 DT0009.and adjusted by the National Geodetic Survey in 1992..
 DT0009.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 DT0009.rate of 1.1 thru 2.0 mm/km.
 DT0009
 DT0009.The geoid height was determined by GEOID03.
 DT0009
 DT0009.The dynamic height is computed by dividing the NAVD 88
 DT0009.geopotential number by the normal gravity value computed on the
 DT0009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0009.degrees latitude (g = 980.6199 gals.).
 DT0009
 DT0009.The modeled gravity was interpolated from observed gravity values.
 DT0009
 DT0009;                    North         East    Units  Estimated Accuracy
 DT0009;SPC NM W     -   323,840.      790,470.      MT  (+/- 180 meters Scaled)
 DT0009
 DT0009                          SUPERSEDED SURVEY CONTROL
 DT0009
 DT0009  NGVD 29 (??/??/92) 2217.077  (m)         7273.86   (f) ADJ UNCH    1 2
 DT0009
 DT0009.Superseded values are not recommended for survey control.
 DT0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0009.See file dsdata.txt to determine how the superseded data were derived.
 DT0009
 DT0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYC532566(NAD 83)
 DT0009_MARKER: DB = BENCH MARK DISK
 DT0009_SETTING: 66 = SET IN ROCK OUTCROP
 DT0009_SP_SET: ROCK OUTCROP
 DT0009_STAMPING: G 40 1934
 DT0009_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DT0009+STABILITY: POSITION/ELEVATION WELL
 DT0009
 DT0009  HISTORY     - Date     Condition        Report By
 DT0009  HISTORY     - 1934     MONUMENTED       CGS
 DT0009  HISTORY     - 1975     GOOD             USGS
 DT0009  HISTORY     - 1980     MARK NOT FOUND   NGS
 DT0009
 DT0009                          STATION DESCRIPTION
 DT0009
 DT0009'DESCRIBED BY US GEOLOGICAL SURVEY 1975
 DT0009'1.9 MI W FROM HORSE SPRINGS.
 DT0009'ABOUT 1.9 MI WEST OF HORSE SPRINGS ALONG HWY 12, AT CREST IN RD, IN NW
 DT0009'1/4 SEC 36, T 4 S, R 14 W, ABOUT 200 FT SOUTH OF HWY, ABOUT 75 FT
 DT0009'SOUTH OF FENCE, 15 FT NORTH OF TRACK ROAD.  A STANDARD CAP, SET IN
 DT0009'ROCK OUTCROP, STAMPED G 40 1934.
 DT0009
 DT0009                          STATION RECOVERY (1980)
 DT0009
 DT0009'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DT0009'A THOROUGH SEARCH OF THE AREA REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0648 ***********************************************************************
 CY0648  DESIGNATION -  G 400
 CY0648  PID         -  CY0648
 CY0648  STATE/COUNTY-  NM/GRANT
 CY0648  USGS QUAD   -  LISBON (1980)
 CY0648
 CY0648                         *CURRENT SURVEY CONTROL
 CY0648  ___________________________________________________________________
 CY0648* NAD 83(1986)-  32 16 12.     (N)    108 32 10.     (W)     SCALED    
 CY0648* NAVD 88     -      1313.360  (meters)    4308.92   (feet)  ADJUSTED  
 CY0648  ___________________________________________________________________
 CY0648  GEOID HEIGHT-         -25.25  (meters)                     GEOID03
 CY0648  DYNAMIC HT  -        1311.372 (meters)    4302.39  (feet)  COMP
 CY0648  MODELED GRAV-     979,079.4   (mgal)                       NAVD 88
 CY0648
 CY0648  VERT ORDER  -  FIRST     CLASS II
 CY0648
 CY0648.The horizontal coordinates were scaled from a topographic map and have
 CY0648.an estimated accuracy of +/- 6 seconds.
 CY0648
 CY0648.The orthometric height was determined by differential leveling
 CY0648.and adjusted by the National Geodetic Survey in June 1991..
 CY0648
 CY0648.The geoid height was determined by GEOID03.
 CY0648
 CY0648.The dynamic height is computed by dividing the NAVD 88
 CY0648.geopotential number by the normal gravity value computed on the
 CY0648.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0648.degrees latitude (g = 980.6199 gals.).
 CY0648
 CY0648.The modeled gravity was interpolated from observed gravity values.
 CY0648
 CY0648;                    North         East    Units  Estimated Accuracy
 CY0648;SPC NM W     -   141,020.      763,790.      MT  (+/- 180 meters Scaled)
 CY0648
 CY0648                          SUPERSEDED SURVEY CONTROL
 CY0648
 CY0648.No superseded survey control is available for this station.
 CY0648
 CY0648_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYA320730(NAD 83)
 CY0648_MARKER: I = METAL ROD
 CY0648_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 CY0648_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 CY0648_STAMPING: G 400 1979
 CY0648_PROJECTION: FLUSH
 CY0648_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CY0648+STABILITY: POSITION/ELEVATION WELL
 CY0648_ROD/PIPE-DEPTH: 10.6 meters
 CY0648_SLEEVE-DEPTH  : 8.5 meters
 CY0648
 CY0648  HISTORY     - Date     Condition        Report By
 CY0648  HISTORY     - 1979     MONUMENTED       NGS
 CY0648
 CY0648                          STATION DESCRIPTION
 CY0648
 CY0648'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CY0648'18.8 KM SE FROM LORDSBURG.
 CY0648'18.8 KILOMETERS (11.7 MILES) SOUTHEAST ALONG THE SOUTHERN PACIFIC
 CY0648'RAILROAD FROM THE STATION IN LORDSBURG, AT THE MUIR EXIT OVERPASS,
 CY0648'AT THE NORTHEAST END OF THE OVERPASS, 0.1 KILOMETER (0.05 MILE)
 CY0648'SOUTHEAST OF THE GRANT-HIDALGO COUNTY LINE, 9.7 METERS (32 FEET)
 CY0648'NORTHEAST OF THE CENTERLINE OF THE WESTBOUND LANES, 11.5 METERS
 CY0648'(38 FEET) SOUTHEAST OF THE SOUTHEAST PIER OF THE NORTH END OF THE
 CY0648'OVERPASS BRIDGE AND 3.3 METERS (10.7 FEET) NORTHEAST OF A METAL
 CY0648'GUARD RAIL.
 CY0648'THE MARK IS 0.6 METERS  NW FROM A WITNESS POST.
 CY0648'THE MARK IS ABOVE LEVEL WITH WESTBOUND LANES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0570 ***********************************************************************
 EQ0570  DESIGNATION -  G 402
 EQ0570  PID         -  EQ0570
 EQ0570  STATE/COUNTY-  NM/SOCORRO
 EQ0570  USGS QUAD   -  LEMITAR (1971)
 EQ0570
 EQ0570                         *CURRENT SURVEY CONTROL
 EQ0570  ___________________________________________________________________
 EQ0570* NAD 83(1986)-  34 09 28.     (N)    106 55 03.     (W)     SCALED    
 EQ0570* NAVD 88     -      1434.160  (meters)    4705.24   (feet)  ADJUSTED  
 EQ0570  ___________________________________________________________________
 EQ0570  GEOID HEIGHT-         -22.00  (meters)                     GEOID03
 EQ0570  DYNAMIC HT  -        1432.135 (meters)    4698.60  (feet)  COMP
 EQ0570  MODELED GRAV-     979,174.6   (mgal)                       NAVD 88
 EQ0570
 EQ0570  VERT ORDER  -  FIRST     CLASS II
 EQ0570
 EQ0570.The horizontal coordinates were scaled from a topographic map and have
 EQ0570.an estimated accuracy of +/- 6 seconds.
 EQ0570
 EQ0570.The orthometric height was determined by differential leveling
 EQ0570.and adjusted by the National Geodetic Survey in June 1991..
 EQ0570
 EQ0570.The geoid height was determined by GEOID03.
 EQ0570
 EQ0570.The dynamic height is computed by dividing the NAVD 88
 EQ0570.geopotential number by the normal gravity value computed on the
 EQ0570.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0570.degrees latitude (g = 980.6199 gals.).
 EQ0570
 EQ0570.The modeled gravity was interpolated from observed gravity values.
 EQ0570
 EQ0570;                    North         East    Units  Estimated Accuracy
 EQ0570;SPC NM C     -   350,360.      438,450.      MT  (+/- 180 meters Scaled)
 EQ0570
 EQ0570                          SUPERSEDED SURVEY CONTROL
 EQ0570
 EQ0570.No superseded survey control is available for this station.
 EQ0570
 EQ0570_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT232813(NAD 83)
 EQ0570_MARKER: DB = BENCH MARK DISK
 EQ0570_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 EQ0570_SP_SET: PIER
 EQ0570_STAMPING: G 402 1980
 EQ0570_MARK LOGO: NGS   
 EQ0570_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EQ0570+STABILITY: POSITION/ELEVATION WELL
 EQ0570
 EQ0570  HISTORY     - Date     Condition        Report By
 EQ0570  HISTORY     - 1980     MONUMENTED       NGS
 EQ0570  HISTORY     - 20050524 GOOD             GEOCAC
 EQ0570
 EQ0570                          STATION DESCRIPTION
 EQ0570
 EQ0570'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 EQ0570'IN LEMITAR.
 EQ0570'IN LEMITAR, AT THE JUNCTION OF INTERSTATE HIGHWAY 25 AND STATE
 EQ0570'HIGHWAY 408, AT EXIT 156, SET VERTICALLY IN THE SOUTHEAST FACE
 EQ0570'OF THE MOST NORTHEASTERLY PIER OF THE NORTH BOUND LANES OF THE
 EQ0570'OF THE HIGHWAY OVERPASS, AND 5.5 METERS (18.0 FT) NORTH-NORTHWEST
 EQ0570'OF THE CENTERLINE OF THE HIGHWAY, AND 0.8 METERS (2.5 FT) WEST OF
 EQ0570'EAST END OF THE PIER.
 EQ0570'THE MARK IS 1.5 M ABOVE THE HIGHWAY.
 EQ0570
 EQ0570                          STATION RECOVERY (2005)
 EQ0570
 EQ0570'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 EQ0570'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0599 ***********************************************************************
 EQ0599  DESIGNATION -  G 403
 EQ0599  PID         -  EQ0599
 EQ0599  STATE/COUNTY-  NM/SOCORRO
 EQ0599  USGS QUAD   -  BLACK BUTTE (1979)
 EQ0599
 EQ0599                         *CURRENT SURVEY CONTROL
 EQ0599  ___________________________________________________________________
 EQ0599* NAD 83(1986)-  34 25 21.     (N)    106 42 34.     (W)     SCALED    
 EQ0599* NAVD 88     -      1548.263  (meters)    5079.59   (feet)  ADJUSTED  
 EQ0599  ___________________________________________________________________
 EQ0599  GEOID HEIGHT-         -21.53  (meters)                     GEOID03
 EQ0599  DYNAMIC HT  -        1546.108 (meters)    5072.52  (feet)  COMP
 EQ0599  MODELED GRAV-     979,189.1   (mgal)                       NAVD 88
 EQ0599
 EQ0599  VERT ORDER  -  FIRST     CLASS II
 EQ0599
 EQ0599.The horizontal coordinates were scaled from a topographic map and have
 EQ0599.an estimated accuracy of +/- 6 seconds.
 EQ0599
 EQ0599.The orthometric height was determined by differential leveling
 EQ0599.and adjusted by the National Geodetic Survey in June 1991..
 EQ0599
 EQ0599.The geoid height was determined by GEOID03.
 EQ0599
 EQ0599.The dynamic height is computed by dividing the NAVD 88
 EQ0599.geopotential number by the normal gravity value computed on the
 EQ0599.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0599.degrees latitude (g = 980.6199 gals.).
 EQ0599
 EQ0599.The modeled gravity was interpolated from observed gravity values.
 EQ0599
 EQ0599;                    North         East    Units  Estimated Accuracy
 EQ0599;SPC NM C     -   379,610.      457,770.      MT  (+/- 180 meters Scaled)
 EQ0599
 EQ0599                          SUPERSEDED SURVEY CONTROL
 EQ0599
 EQ0599.No superseded survey control is available for this station.
 EQ0599
 EQ0599_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU429103(NAD 83)
 EQ0599_MARKER: I = METAL ROD
 EQ0599_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EQ0599_SP_SET: STAINLESS STEEL ROD
 EQ0599_STAMPING: G 403 1980
 EQ0599_MARK LOGO: NGS   
 EQ0599_PROJECTION: FLUSH
 EQ0599_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EQ0599_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EQ0599+SATELLITE: SATELLITE OBSERVATIONS - March 12, 2005
 EQ0599_ROD/PIPE-DEPTH: 7.9  meters
 EQ0599
 EQ0599  HISTORY     - Date     Condition        Report By
 EQ0599  HISTORY     - 1980     MONUMENTED       NGS
 EQ0599  HISTORY     - 20050312 GOOD             GEOCAC
 EQ0599
 EQ0599                          STATION DESCRIPTION
 EQ0599
 EQ0599'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 EQ0599'12.0 KM (7.45 MI) EAST FROM BERNARDO.
 EQ0599'12.0 KM (7.45 MI) EASTERLY ALONG U.S. HIGHWAY 60 FROM ITS JUNCTION
 EQ0599'WITH INTERSTATE HIGHWAY 25 IN BERNARDO, 1.3 KM (0.8 MI) EAST OF
 EQ0599'MILE POST 172, ABOUT 0.2 KM (0.15 MI) NORTHWEST OF A MICROWAVE
 EQ0599'RELAY STATION, 29.4 METERS (96.4 FT) SOUTH OF THE CENTERLINE
 EQ0599'OF THE HIGHWAY AND 2.0 METERS (6.6 FT) NORTH OF A UTILITY POLE.
 EQ0599'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 EQ0599'THE MARK IS 0.4 METERS  N FROM  A WITNESS POST AND FENCE
 EQ0599'THE MARK IS ABOVE LEVEL WITH HTE HIGHWAY.
 EQ0599
 EQ0599                          STATION RECOVERY (2005)
 EQ0599
 EQ0599'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 EQ0599'NEW COORDINATES ARE AS FOLLOWS.
 EQ0599'34 25.350N
 EQ0599'106 42.600W
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0743 ***********************************************************************
 DR0743  DESIGNATION -  G 404
 DR0743  PID         -  DR0743
 DR0743  STATE/COUNTY-  NM/LINCOLN
 DR0743  USGS QUAD   -  LONE MOUNTAIN (1982)
 DR0743
 DR0743                         *CURRENT SURVEY CONTROL
 DR0743  ___________________________________________________________________
 DR0743* NAD 83(1986)-  33 45 13.     (N)    105 50 07.     (W)     SCALED    
 DR0743* NAVD 88     -      1707.225  (meters)    5601.12   (feet)  ADJUSTED  
 DR0743  ___________________________________________________________________
 DR0743  GEOID HEIGHT-         -20.25  (meters)                     GEOID03
 DR0743  DYNAMIC HT  -        1704.749 (meters)    5593.00  (feet)  COMP
 DR0743  MODELED GRAV-     979,124.9   (mgal)                       NAVD 88
 DR0743
 DR0743  VERT ORDER  -  FIRST     CLASS II
 DR0743
 DR0743.The horizontal coordinates were scaled from a topographic map and have
 DR0743.an estimated accuracy of +/- 6 seconds.
 DR0743
 DR0743.The orthometric height was determined by differential leveling
 DR0743.and adjusted by the National Geodetic Survey in June 1991..
 DR0743
 DR0743.The geoid height was determined by GEOID03.
 DR0743
 DR0743.The dynamic height is computed by dividing the NAVD 88
 DR0743.geopotential number by the normal gravity value computed on the
 DR0743.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0743.degrees latitude (g = 980.6199 gals.).
 DR0743
 DR0743.The modeled gravity was interpolated from observed gravity values.
 DR0743
 DR0743;                    North         East    Units  Estimated Accuracy
 DR0743;SPC NM C     -   305,400.      538,420.      MT  (+/- 180 meters Scaled)
 DR0743
 DR0743                          SUPERSEDED SURVEY CONTROL
 DR0743
 DR0743.No superseded survey control is available for this station.
 DR0743
 DR0743_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDT226351(NAD 83)
 DR0743_MARKER: I = METAL ROD
 DR0743_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DR0743_SP_SET: STAINLESS STEEL ROD
 DR0743_STAMPING: G 404 1980
 DR0743_MARK LOGO: NGS   
 DR0743_PROJECTION: FLUSH
 DR0743_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR0743_ROD/PIPE-DEPTH: 4.3  meters
 DR0743
 DR0743  HISTORY     - Date     Condition        Report By
 DR0743  HISTORY     - 1980     MONUMENTED       NGS
 DR0743
 DR0743                          STATION DESCRIPTION
 DR0743
 DR0743'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 DR0743'13.0 KM (8.05 MI) NORTH FROM CARRIZOZO.
 DR0743'13.0 KM (8.05 MI) NORTHERLY ALONG U.S. HIGHWAY 54 FROM THE JUNCTION
 DR0743'OF U.S. HIGHWAYS 54 AND 380 IN CARRIZOZO, 30.9
 DR0743'METERS (101.4 FT) WEST-SOUTHWEST AND ACROSS THE HIGHWAY FROM MILEPOST
 DR0743'132, AND 22.0 METERS (72.2 FT) WEST-SOUTHWEST OF THE CENTERLINE
 DR0743'OF THE HIGHWAY.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 DR0743'LOGO CAP.
 DR0743'THE MARK IS 0.4 METERS  ENE FROM  A WITNESS POST AND FENCE
 DR0743'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0413 ***********************************************************************
 EP0413  DESIGNATION -  G 405
 EP0413  PID         -  EP0413
 EP0413  STATE/COUNTY-  NM/TORRANCE
 EP0413  USGS QUAD   -  ENCINO (1978)
 EP0413
 EP0413                         *CURRENT SURVEY CONTROL
 EP0413  ___________________________________________________________________
 EP0413* NAD 83(1986)-  34 38 13.     (N)    105 24 17.     (W)     SCALED    
 EP0413* NAVD 88     -      1883.735  (meters)    6180.22   (feet)  ADJUSTED  
 EP0413  ___________________________________________________________________
 EP0413  GEOID HEIGHT-         -20.09  (meters)                     GEOID03
 EP0413  DYNAMIC HT  -        1881.092 (meters)    6171.55  (feet)  COMP
 EP0413  MODELED GRAV-     979,164.5   (mgal)                       NAVD 88
 EP0413
 EP0413  VERT ORDER  -  FIRST     CLASS II
 EP0413
 EP0413.The horizontal coordinates were scaled from a topographic map and have
 EP0413.an estimated accuracy of +/- 6 seconds.
 EP0413
 EP0413.The orthometric height was determined by differential leveling
 EP0413.and adjusted by the National Geodetic Survey in June 1991..
 EP0413
 EP0413.The geoid height was determined by GEOID03.
 EP0413
 EP0413.The dynamic height is computed by dividing the NAVD 88
 EP0413.geopotential number by the normal gravity value computed on the
 EP0413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EP0413.degrees latitude (g = 980.6199 gals.).
 EP0413
 EP0413.The modeled gravity was interpolated from observed gravity values.
 EP0413
 EP0413;                    North         East    Units  Estimated Accuracy
 EP0413;SPC NM C     -   403,630.      577,500.      MT  (+/- 180 meters Scaled)
 EP0413
 EP0413                          SUPERSEDED SURVEY CONTROL
 EP0413
 EP0413.No superseded survey control is available for this station.
 EP0413
 EP0413_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDU629328(NAD 83)
 EP0413_MARKER: DB = BENCH MARK DISK
 EP0413_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 EP0413_SP_SET: ABUTMENT
 EP0413_STAMPING: G 405 1980
 EP0413_MARK LOGO: NGS   
 EP0413_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EP0413+STABILITY: POSITION/ELEVATION WELL
 EP0413
 EP0413  HISTORY     - Date     Condition        Report By
 EP0413  HISTORY     - 1980     MONUMENTED       NGS
 EP0413
 EP0413                          STATION DESCRIPTION
 EP0413
 EP0413'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 EP0413'5.6 KM (3.5 MI) EAST FROM ENCINO.
 EP0413'5.6 KM (3.5 MI) EASTERLY ALONG U.S. HIGHWAY 54 FROM THE POST OFFICE
 EP0413'IN ENCINO, AT THE JUNCTION OF THE HIGHWAY AND THE SANTA FE RAILROAD,
 EP0413'IN TOP OF AND 0.6 METER (2.0 FT) EAST OF THE WEST END OF THE SOUTH
 EP0413'CONCRETE BRIDGE ABUTMENT OF THE HIGHWAY OVERPASS AND 3.8 METERS
 EP0413'(12.5 FT) WEST OF THE CENTERLINE OF THE HIGHWAY.
 EP0413'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS1096 ***********************************************************************
 DS1096  DESIGNATION -  G 406
 DS1096  PID         -  DS1096
 DS1096  STATE/COUNTY-  NM/OTERO
 DS1096  USGS QUAD   -  TULAROSA NE (1982)
 DS1096
 DS1096                         *CURRENT SURVEY CONTROL
 DS1096  ___________________________________________________________________
 DS1096* NAD 83(1986)-  33 14 41.     (N)    106 03 47.     (W)     SCALED    
 DS1096* NAVD 88     -      1363.075  (meters)    4472.02   (feet)  ADJUSTED  
 DS1096  ___________________________________________________________________
 DS1096  GEOID HEIGHT-         -21.97  (meters)                     GEOID03
 DS1096  DYNAMIC HT  -        1361.086 (meters)    4465.50  (feet)  COMP
 DS1096  MODELED GRAV-     979,131.4   (mgal)                       NAVD 88
 DS1096  OBS GRAVITY -     979,130.9   (mgal)                       GRAV_OBS
 DS1096
 DS1096  VERT ORDER  -  FIRST     CLASS II
 DS1096
 DS1096.The horizontal coordinates were scaled from a topographic map and have
 DS1096.an estimated accuracy of +/- 6 seconds.
 DS1096
 DS1096.The orthometric height was determined by differential leveling
 DS1096.and adjusted by the National Geodetic Survey in June 1991..
 DS1096
 DS1096.The geoid height was determined by GEOID03.
 DS1096
 DS1096.The dynamic height is computed by dividing the NAVD 88
 DS1096.geopotential number by the normal gravity value computed on the
 DS1096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS1096.degrees latitude (g = 980.6199 gals.).
 DS1096
 DS1096.The modeled gravity was interpolated from observed gravity values.
 DS1096.The observed gravity was obtained from relative gravimeter ties
 DS1096.to the IGSN71 gravity network.
 DS1096
 DS1096;                    North         East    Units  Estimated Accuracy
 DS1096;SPC NM C     -   248,910.      517,420.      MT  (+/- 180 meters Scaled)
 DS1096
 DS1096                          SUPERSEDED SURVEY CONTROL
 DS1096
 DS1096.No superseded survey control is available for this station.
 DS1096
 DS1096_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDS009789(NAD 83)
 DS1096_MARKER: DB = BENCH MARK DISK
 DS1096_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DS1096_SP_SET: HEADWALL
 DS1096_STAMPING: G 406 1980
 DS1096_MARK LOGO: NGS   
 DS1096_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DS1096
 DS1096  HISTORY     - Date     Condition        Report By
 DS1096  HISTORY     - 1980     MONUMENTED       NGS
 DS1096
 DS1096                          STATION DESCRIPTION
 DS1096
 DS1096'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 DS1096'19.6 KM (12.15 MI) NORT FROM TULAROSA.
 DS1096'0.1 KM (0.05 MI) EAST ALONG HIGUERA AVENUE FROM THE POST OFFICE IN
 DS1096'TULAROSA, THENCE 19.5 KM (12.1 MI) NORTHERLY ALONG U.S. HIGHWAY 54,
 DS1096'0.8 KM (0.5 MI) SOUTH OF RAILROAD MILEPOST 1408, 0.4 KM (0.25 MI)
 DS1096'SOUTH OF MILEPOST 92, IN TOP OF THE SOUTH END OF THE EAST CONCRETE
 DS1096'HEADWALL OF A MULTI-BOX CULVERT, 5.3 METERS (17.5 FT) EAST-NORTHEAST
 DS1096'OF THE CENTERLINE OF THE HIGHWAY AND 3.3 METERS (10.8 FT)
 DS1096'NORTH-NORTHWEST OF THE SOUTH END OF THE HEADWALL.
 DS1096'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0469 ***********************************************************************
 EP0469  DESIGNATION -  G 407
 EP0469  PID         -  EP0469
 EP0469  STATE/COUNTY-  NM/LINCOLN
 EP0469  USGS QUAD   -  TECOLOTE PEAK (1995)
 EP0469
 EP0469                         *CURRENT SURVEY CONTROL
 EP0469  ___________________________________________________________________
 EP0469* NAD 83(1986)-  34 05 05.     (N)    105 42 43.     (W)     SCALED    
 EP0469* NAVD 88     -      1977.531  (meters)    6487.95   (feet)  ADJUSTED  
 EP0469  ___________________________________________________________________
 EP0469  GEOID HEIGHT-         -20.14  (meters)                     GEOID03
 EP0469  DYNAMIC HT  -        1974.583 (meters)    6478.28  (feet)  COMP
 EP0469  MODELED GRAV-     979,074.5   (mgal)                       NAVD 88
 EP0469
 EP0469  VERT ORDER  -  FIRST     CLASS II
 EP0469
 EP0469.The horizontal coordinates were scaled from a topographic map and have
 EP0469.an estimated accuracy of +/- 6 seconds.
 EP0469
 EP0469.The orthometric height was determined by differential leveling
 EP0469.and adjusted by the National Geodetic Survey in June 1991..
 EP0469
 EP0469.The geoid height was determined by GEOID03.
 EP0469
 EP0469.The dynamic height is computed by dividing the NAVD 88
 EP0469.geopotential number by the normal gravity value computed on the
 EP0469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EP0469.degrees latitude (g = 980.6199 gals.).
 EP0469
 EP0469.The modeled gravity was interpolated from observed gravity values.
 EP0469
 EP0469;                    North         East    Units  Estimated Accuracy
 EP0469;SPC NM C     -   342,180.      549,650.      MT  (+/- 180 meters Scaled)
 EP0469
 EP0469                          SUPERSEDED SURVEY CONTROL
 EP0469
 EP0469.No superseded survey control is available for this station.
 EP0469
 EP0469_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDT343717(NAD 83)
 EP0469_MARKER: DB = BENCH MARK DISK
 EP0469_SETTING: 66 = SET IN ROCK OUTCROP
 EP0469_SP_SET: ROCK OUTCROP
 EP0469_STAMPING: G 407 1980
 EP0469_MARK LOGO: NGS   
 EP0469_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EP0469+STABILITY: POSITION/ELEVATION WELL
 EP0469
 EP0469  HISTORY     - Date     Condition        Report By
 EP0469  HISTORY     - 1980     MONUMENTED       NGS
 EP0469
 EP0469                          STATION DESCRIPTION
 EP0469
 EP0469'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 EP0469'23.5 KM (14.6 MI) SOUTH FROM CORONA.
 EP0469'23.5 KM (14.6 MI) SOUTHERLY ALONG U.S. HIGHWAY 54 FROM THE POST
 EP0469'OFFICE IN CORONA, 0.4 KM (0.25 MI) SOUTH OF MILEPOST 157, IN TOP
 EP0469'OF A 3 BY 3 FT EXPOSED AREA OF ROCK OUTCROP, 21.8 METERS (71.6 FT)
 EP0469'WEST-NORTHWEST OF A FENCE AND 16.3 METERS (53.5 FT) EAST-SOUTHEAST
 EP0469'OF THE CENTERLINE OF THE HIGHWAY.
 EP0469'THE MARK IS 0.2 METERS  S FROM A WITNESS POST.
 EP0469'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0440 ***********************************************************************
 EP0440  DESIGNATION -  G 408
 EP0440  PID         -  EP0440
 EP0440  STATE/COUNTY-  NM/TORRANCE
 EP0440  USGS QUAD   -  CORONA NORTH (1995)
 EP0440
 EP0440                         *CURRENT SURVEY CONTROL
 EP0440  ___________________________________________________________________
 EP0440* NAD 83(1986)-  34 21 26.     (N)    105 30 30.     (W)     SCALED    
 EP0440* NAVD 88     -      1966.696  (meters)    6452.40   (feet)  ADJUSTED  
 EP0440  ___________________________________________________________________
 EP0440  GEOID HEIGHT-         -20.20  (meters)                     GEOID03
 EP0440  DYNAMIC HT  -        1963.829 (meters)    6443.00  (feet)  COMP
 EP0440  MODELED GRAV-     979,106.9   (mgal)                       NAVD 88
 EP0440
 EP0440  VERT ORDER  -  FIRST     CLASS II
 EP0440
 EP0440.The horizontal coordinates were scaled from a topographic map and have
 EP0440.an estimated accuracy of +/- 6 seconds.
 EP0440
 EP0440.The orthometric height was determined by differential leveling
 EP0440.and adjusted by the National Geodetic Survey in June 1991..
 EP0440
 EP0440.The geoid height was determined by GEOID03.
 EP0440
 EP0440.The dynamic height is computed by dividing the NAVD 88
 EP0440.geopotential number by the normal gravity value computed on the
 EP0440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EP0440.degrees latitude (g = 980.6199 gals.).
 EP0440
 EP0440.The modeled gravity was interpolated from observed gravity values.
 EP0440
 EP0440;                    North         East    Units  Estimated Accuracy
 EP0440;SPC NM C     -   372,520.      568,220.      MT  (+/- 180 meters Scaled)
 EP0440
 EP0440                          SUPERSEDED SURVEY CONTROL
 EP0440
 EP0440.No superseded survey control is available for this station.
 EP0440
 EP0440_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDU532018(NAD 83)
 EP0440_MARKER: DB = BENCH MARK DISK
 EP0440_SETTING: 66 = SET IN ROCK OUTCROP
 EP0440_SP_SET: ROCK OUTCROP
 EP0440_STAMPING: G 408 1980
 EP0440_MARK LOGO: NGS   
 EP0440_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EP0440+STABILITY: POSITION/ELEVATION WELL
 EP0440
 EP0440  HISTORY     - Date     Condition        Report By
 EP0440  HISTORY     - 1980     MONUMENTED       NGS
 EP0440
 EP0440                          STATION DESCRIPTION
 EP0440
 EP0440'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 EP0440'15.1 KM (9.4 MI) NORTH FROM CORONA.
 EP0440'15.1 KM (9.4 MI) NORTHERLY ALONG U.S. HIGHWAY 54 FROM THE POST
 EP0440'OFFICE IN CORONA, OR 16.0 KM (9.95 MI) SOUTHWESTERLY ALONG U. S.
 EP0440'HIGHWAY 54 FROM THE POST OFFICE IN DURAN, 0.5 KM (0.3 MI) NORTHEAST
 EP0440'OF MILEPOST 180, 15.4 METERS (50.5 FT) EAST-SOUTHEAST OF THE
 EP0440'CENTERLINE OF THE HIGHWAY AND 6.3 METERS (20.7 FT) WEST-NORTHWEST
 EP0440'OF A FENCE.
 EP0440'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 EP0440'THE MARK IS 1.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0627 ***********************************************************************
 EQ0627  DESIGNATION -  G 409
 EQ0627  PID         -  EQ0627
 EQ0627  STATE/COUNTY-  NM/TORRANCE
 EQ0627  USGS QUAD   -  ABO (1972)
 EQ0627
 EQ0627                         *CURRENT SURVEY CONTROL
 EQ0627  ___________________________________________________________________
 EQ0627* NAD 83(1986)-  34 27 48.     (N)    106 19 05.     (W)     SCALED    
 EQ0627* NAVD 88     -      1878.682  (meters)    6163.64   (feet)  ADJUSTED  
 EQ0627  ___________________________________________________________________
 EQ0627  GEOID HEIGHT-         -20.10  (meters)                     GEOID03
 EQ0627  DYNAMIC HT  -        1875.959 (meters)    6154.71  (feet)  COMP
 EQ0627  MODELED GRAV-     979,118.9   (mgal)                       NAVD 88
 EQ0627
 EQ0627  VERT ORDER  -  FIRST     CLASS II
 EQ0627
 EQ0627.The horizontal coordinates were scaled from a topographic map and have
 EQ0627.an estimated accuracy of +/- 6 seconds.
 EQ0627
 EQ0627.The orthometric height was determined by differential leveling
 EQ0627.and adjusted by the National Geodetic Survey in June 1991..
 EQ0627
 EQ0627.The geoid height was determined by GEOID03.
 EQ0627
 EQ0627.The dynamic height is computed by dividing the NAVD 88
 EQ0627.geopotential number by the normal gravity value computed on the
 EQ0627.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0627.degrees latitude (g = 980.6199 gals.).
 EQ0627
 EQ0627.The modeled gravity was interpolated from observed gravity values.
 EQ0627
 EQ0627;                    North         East    Units  Estimated Accuracy
 EQ0627;SPC NM C     -   384,050.      493,750.      MT  (+/- 180 meters Scaled)
 EQ0627
 EQ0627                          SUPERSEDED SURVEY CONTROL
 EQ0627
 EQ0627.No superseded survey control is available for this station.
 EQ0627
 EQ0627_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU789143(NAD 83)
 EQ0627_MARKER: I = METAL ROD
 EQ0627_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EQ0627_SP_SET: STAINLESS STEEL ROD
 EQ0627_STAMPING: G 409 1981
 EQ0627_MARK LOGO: NGS   
 EQ0627_PROJECTION: FLUSH
 EQ0627_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EQ0627_ROD/PIPE-DEPTH: 10.4 meters
 EQ0627
 EQ0627  HISTORY     - Date     Condition        Report By
 EQ0627  HISTORY     - 1981     MONUMENTED       NGS
 EQ0627
 EQ0627                          STATION DESCRIPTION
 EQ0627
 EQ0627'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 EQ0627'9.3 KM (5.75 MI) WEST FROM MOUNTAINAIR.
 EQ0627'9.3 KM (5.75 MI) WESTERLY ALONG U.S. HIGHWAY 60 FROM THE POST
 EQ0627'OFFICE IN MOUNTAINAIR, AT RAILROAD SIGNAL NUMBER 861.2, 88.2 METERS
 EQ0627'(289.3 FT) NORTHEAST OF RAILROAD MILE POST 862, 25.7 METERS (84.2 FT)
 EQ0627'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 26.1 METERS (84.2 FT)
 EQ0627'NORTHWEST OF THE NEAR RAIL AND 1.6 METERS (5.1 FT) NORTHWEST OF A
 EQ0627'UTILITY POLE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 EQ0627'LOGO CAP.
 EQ0627'THE MARK IS 0.4 METERS  SW FROM A WITNESS POST.
 EQ0627'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0651 ***********************************************************************
 CW0651  DESIGNATION -  G 410
 CW0651  PID         -  CW0651
 CW0651  STATE/COUNTY-  NM/OTERO
 CW0651  USGS QUAD   -  ALAMOGORDO SOUTH (1981)
 CW0651
 CW0651                         *CURRENT SURVEY CONTROL
 CW0651  ___________________________________________________________________
 CW0651* NAD 83(1986)-  32 52 00.     (N)    105 58 50.     (W)     SCALED    
 CW0651* NAVD 88     -      1292.514  (meters)    4240.52   (feet)  ADJUSTED  
 CW0651  ___________________________________________________________________
 CW0651  GEOID HEIGHT-         -22.21  (meters)                     GEOID03
 CW0651  DYNAMIC HT  -        1290.600 (meters)    4234.24  (feet)  COMP
 CW0651  MODELED GRAV-     979,113.4   (mgal)                       NAVD 88
 CW0651
 CW0651  VERT ORDER  -  FIRST     CLASS II
 CW0651
 CW0651.The horizontal coordinates were scaled from a topographic map and have
 CW0651.an estimated accuracy of +/- 6 seconds.
 CW0651
 CW0651.The orthometric height was determined by differential leveling
 CW0651.and adjusted by the National Geodetic Survey in June 1991..
 CW0651
 CW0651.The geoid height was determined by GEOID03.
 CW0651
 CW0651.The dynamic height is computed by dividing the NAVD 88
 CW0651.geopotential number by the normal gravity value computed on the
 CW0651.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0651.degrees latitude (g = 980.6199 gals.).
 CW0651
 CW0651.The modeled gravity was interpolated from observed gravity values.
 CW0651
 CW0651;                    North         East    Units  Estimated Accuracy
 CW0651;SPC NM C     -   207,000.      525,220.      MT  (+/- 180 meters Scaled)
 CW0651
 CW0651                          SUPERSEDED SURVEY CONTROL
 CW0651
 CW0651.No superseded survey control is available for this station.
 CW0651
 CW0651_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDS082369(NAD 83)
 CW0651_MARKER: I = METAL ROD
 CW0651_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CW0651_SP_SET: STAINLESS STEEL ROD
 CW0651_STAMPING: G 410 1980
 CW0651_MARK LOGO: NGS   
 CW0651_PROJECTION: FLUSH
 CW0651_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CW0651_ROD/PIPE-DEPTH: 7.3  meters
 CW0651
 CW0651  HISTORY     - Date     Condition        Report By
 CW0651  HISTORY     - 1980     MONUMENTED       NGS
 CW0651
 CW0651                          STATION DESCRIPTION
 CW0651
 CW0651'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CW0651'4.0 KM (2.5 MI) SW FROM ALAMOGORDO.
 CW0651'2.9 KM (1.8 MI) SOUTHERLY ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 CW0651'THE STATION IN ALAMOGORDO, THENCE 1.1 KM (0.7 MI) SOUTHWEST
 CW0651'ALONG U.S. HIGHWAYS 70 AND 82, 0.1 KM (0.05 MI) SOUTHWEST OF
 CW0651'TIDWELL MOBILE HOME SALES, 29.0 METERS (95.0 FT) NORTHWEST OF THE
 CW0651'CENTERLINE OF THE HIGHWAY, 50.4 METERS (165.4 FT) NORTHEAST OF THE
 CW0651'SOUTHWEST CORNER OF A SMALL BRIDGE AND 0.6 METERS (1.9 FT) SOUTHWEST
 CW0651'OF UTILITY POLE NUMBER 65.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH
 CW0651'A 5-INCH LOGO CAP.
 CW0651'THE MARK IS 0.5 METERS  SW FROM A WITNESS POST.
 CW0651'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1293 ***********************************************************************
 CX1293  DESIGNATION -  G 411
 CX1293  PID         -  CX1293
 CX1293  STATE/COUNTY-  NM/OTERO
 CX1293  USGS QUAD   -  OROGRANDE SOUTH (1955)
 CX1293
 CX1293                         *CURRENT SURVEY CONTROL
 CX1293  ___________________________________________________________________
 CX1293* NAD 83(1986)-  32 22 24.     (N)    106 04 53.     (W)     SCALED    
 CX1293* NAVD 88     -      1275.378  (meters)    4184.30   (feet)  ADJUSTED  
 CX1293  ___________________________________________________________________
 CX1293  GEOID HEIGHT-         -22.98  (meters)                     GEOID03
 CX1293  DYNAMIC HT  -        1273.501 (meters)    4178.14  (feet)  COMP
 CX1293  MODELED GRAV-     979,122.6   (mgal)                       NAVD 88
 CX1293  OBS GRAVITY -     979,121.0   (mgal)                       GRAV_OBS
 CX1293
 CX1293  VERT ORDER  -  FIRST     CLASS I
 CX1293
 CX1293.The horizontal coordinates were scaled from a topographic map and have
 CX1293.an estimated accuracy of +/- 6 seconds.
 CX1293
 CX1293.The orthometric height was determined by differential leveling
 CX1293.and adjusted by the National Geodetic Survey in June 1991..
 CX1293
 CX1293.The geoid height was determined by GEOID03.
 CX1293
 CX1293.The dynamic height is computed by dividing the NAVD 88
 CX1293.geopotential number by the normal gravity value computed on the
 CX1293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX1293.degrees latitude (g = 980.6199 gals.).
 CX1293
 CX1293.The modeled gravity was interpolated from observed gravity values.
 CX1293.The observed gravity was obtained from relative gravimeter ties
 CX1293.to the IGSN71 gravity network.
 CX1293
 CX1293;                    North         East    Units  Estimated Accuracy
 CX1293;SPC NM C     -   152,270.      515,870.      MT  (+/- 180 meters Scaled)
 CX1293
 CX1293                          SUPERSEDED SURVEY CONTROL
 CX1293
 CX1293.No superseded survey control is available for this station.
 CX1293
 CX1293_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR982823(NAD 83)
 CX1293_MARKER: I = METAL ROD
 CX1293_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 CX1293_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 CX1293_STAMPING: G 411 1981
 CX1293_MARK LOGO: NGS   
 CX1293_PROJECTION: FLUSH
 CX1293_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CX1293+STABILITY: POSITION/ELEVATION WELL
 CX1293_ROD/PIPE-DEPTH: 11.3 meters
 CX1293_SLEEVE-DEPTH  : 8.5 meters
 CX1293
 CX1293  HISTORY     - Date     Condition        Report By
 CX1293  HISTORY     - 1981     MONUMENTED       NGS
 CX1293  HISTORY     - 1986     GOOD             NGS
 CX1293
 CX1293                          STATION DESCRIPTION
 CX1293
 CX1293'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CX1293'1.8 KM (1.15 MI) NORTH FROM OROGRANDE.
 CX1293'0.9 KM (0.55 MI) SOUTH ALONG U.S. HIGHWAY 54 FROM THE POST OFFICE
 CX1293'IN OROGRANDE, THENCE 0.6 KM (0.4 MI) SOUTHEAST ALONG A PAVED ROAD,
 CX1293'THENCE 0.3 KM (0.2 MI) NORTHERLY ALONG THE SOUTHERN PACIFIC RAILROAD,
 CX1293'0.3 KM (0.2 MI) NORTHEAST OF A PAVED ROAD LEADING EAST TO THE DIVAD
 CX1293'TEST DIRECTORATE, 57.6 METERS (189.0 FT) NORTHWEST OF THE CENTERLINE
 CX1293'OF A PAVED ROAD, 26.8 METERS (88.0 FT) SOUTHEAST OF THE NEAR
 CX1293'RAIL, AND 3.6 METERS (11.7 FT) SOUTHWEST OF A UTILITY POLE.  NOTE=
 CX1293'ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CX1293'THE MARK IS 0.5 METERS  S FROM A WITNESS POST.
 CX1293'THE MARK IS 0.5 M BELOW THE TRACKS.
 CX1293
 CX1293                          STATION RECOVERY (1986)
 CX1293
 CX1293'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 CX1293'RECOVERED IN GOOD CONDITION.  THE 1981 DESCRIPTION IS ADEQUATE EXCEPT
 CX1293'THE DIRECTION ALONG THE PAVED ROAD SHOULD BE EAST AND NOT SOUTHEAST AS
 CX1293'DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1290 ***********************************************************************
 CX1290  DESIGNATION -  G 412
 CX1290  PID         -  CX1290
 CX1290  STATE/COUNTY-  NM/OTERO
 CX1290  USGS QUAD   -  OROGRANDE NORTH (1994)
 CX1290
 CX1290                         *CURRENT SURVEY CONTROL
 CX1290  ___________________________________________________________________
 CX1290* NAD 83(1986)-  32 25 31.     (N)    106 02 20.     (W)     SCALED    
 CX1290* NAVD 88     -      1260.696  (meters)    4136.13   (feet)  ADJUSTED  
 CX1290  ___________________________________________________________________
 CX1290  GEOID HEIGHT-         -22.84  (meters)                     GEOID03
 CX1290  DYNAMIC HT  -        1258.841 (meters)    4130.05  (feet)  COMP
 CX1290  MODELED GRAV-     979,123.5   (mgal)                       NAVD 88
 CX1290  OBS GRAVITY -     979,125.0   (mgal)                       GRAV_OBS
 CX1290
 CX1290  VERT ORDER  -  FIRST     CLASS II
 CX1290
 CX1290.The horizontal coordinates were scaled from a topographic map and have
 CX1290.an estimated accuracy of +/- 6 seconds.
 CX1290
 CX1290.The orthometric height was determined by differential leveling
 CX1290.and adjusted by the National Geodetic Survey in June 1991..
 CX1290
 CX1290.The geoid height was determined by GEOID03.
 CX1290
 CX1290.The dynamic height is computed by dividing the NAVD 88
 CX1290.geopotential number by the normal gravity value computed on the
 CX1290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX1290.degrees latitude (g = 980.6199 gals.).
 CX1290
 CX1290.The modeled gravity was interpolated from observed gravity values.
 CX1290.The observed gravity was obtained from relative gravimeter ties
 CX1290.to the IGSN71 gravity network.
 CX1290
 CX1290;                    North         East    Units  Estimated Accuracy
 CX1290;SPC NM C     -   158,040.      519,850.      MT  (+/- 180 meters Scaled)
 CX1290
 CX1290                          SUPERSEDED SURVEY CONTROL
 CX1290
 CX1290.No superseded survey control is available for this station.
 CX1290
 CX1290_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDR023880(NAD 83)
 CX1290_MARKER: I = METAL ROD
 CX1290_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CX1290_SP_SET: STAINLESS STEEL ROD
 CX1290_STAMPING: G 412 1980
 CX1290_MARK LOGO: NGS   
 CX1290_PROJECTION: FLUSH
 CX1290_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CX1290_ROD/PIPE-DEPTH: 4.6  meters
 CX1290
 CX1290  HISTORY     - Date     Condition        Report By
 CX1290  HISTORY     - 1980     MONUMENTED       NGS
 CX1290
 CX1290                          STATION DESCRIPTION
 CX1290
 CX1290'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CX1290'10.8 KM (6.75 MI) NORTH FROM OROGRANDE.
 CX1290'0.9 KM (0.55 MI) SOUTH ALONG U.S. HIGHWAY 54 FROM THE POST OFFICE
 CX1290'IN OROGRANDE, THENCE 0.6 KM (0.4 MI) SOUTHEAST ALONG A PAVED ROAD,
 CX1290'THENCE 9.3 KM (5.8 MI) NORTHERLY ALONG THE SOUTHERN PACIFIC
 CX1290'RAILROAD, 26.5 METERS (87.0 FT) EAST OF THE NEAR RAIL, 23.5 METERS
 CX1290'(77.0 FT) SOUTHEAST OF RAILROAD SIGNALS NUMBER 1349.6 AND 1349.7
 CX1290'AND 3.0 METERS (10.0 FT) NORTHEAST OF A UTILITY POLE.  NOTE=ACCESS
 CX1290'TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CX1290'THE MARK IS 0.6 METERS  S FROM A WITNESS POST.
 CX1290'THE MARK IS 0.9 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1343 ***********************************************************************
 CX1343  DESIGNATION -  G 413
 CX1343  PID         -  CX1343
 CX1343  STATE/COUNTY-  NM/DONA ANA
 CX1343  USGS QUAD   -  LAS CRUCES (1978)
 CX1343
 CX1343                         *CURRENT SURVEY CONTROL
 CX1343  ___________________________________________________________________
 CX1343* NAD 83(1986)-  32 17 41.     (N)    106 51 34.     (W)     SCALED    
 CX1343* NAVD 88     -      1213.028  (meters)    3979.74   (feet)  ADJUSTED  
 CX1343  ___________________________________________________________________
 CX1343  GEOID HEIGHT-         -24.07  (meters)                     GEOID03
 CX1343  DYNAMIC HT  -        1211.205 (meters)    3973.76  (feet)  COMP
 CX1343  MODELED GRAV-     979,094.9   (mgal)                       NAVD 88
 CX1343
 CX1343  VERT ORDER  -  FIRST     CLASS II
 CX1343
 CX1343.The horizontal coordinates were scaled from a topographic map and have
 CX1343.an estimated accuracy of +/- 6 seconds.
 CX1343
 CX1343.The orthometric height was determined by differential leveling
 CX1343.and adjusted by the National Geodetic Survey in June 1991..
 CX1343
 CX1343.The geoid height was determined by GEOID03.
 CX1343
 CX1343.The dynamic height is computed by dividing the NAVD 88
 CX1343.geopotential number by the normal gravity value computed on the
 CX1343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX1343.degrees latitude (g = 980.6199 gals.).
 CX1343
 CX1343.The modeled gravity was interpolated from observed gravity values.
 CX1343
 CX1343;                    North         East    Units  Estimated Accuracy
 CX1343;SPC NM C     -   143,710.      442,600.      MT  (+/- 180 meters Scaled)
 CX1343
 CX1343                          SUPERSEDED SURVEY CONTROL
 CX1343
 CX1343.No superseded survey control is available for this station.
 CX1343
 CX1343_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR249746(NAD 83)
 CX1343_MARKER: I = METAL ROD
 CX1343_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CX1343_SP_SET: STAINLESS STEEL ROD
 CX1343_STAMPING: G 413 1981
 CX1343_MARK LOGO: NGS   
 CX1343_PROJECTION: FLUSH
 CX1343_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CX1343_ROD/PIPE-DEPTH: 11.6 meters
 CX1343
 CX1343  HISTORY     - Date     Condition        Report By
 CX1343  HISTORY     - 1981     MONUMENTED       NGS
 CX1343
 CX1343                          STATION DESCRIPTION
 CX1343
 CX1343'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CX1343'7.9 KM (4.95 MI) SW FROM LAS CRUCES.
 CX1343'0.7 KM (0.45 MI) NORTHWEST ALONG THE ATCHISON TOPEKA AND SANTA FE
 CX1343'RAILROAD FROM THE RAILROAD STATION IN LAS CRUCES, THENCE 7.2 KM
 CX1343'(4.5 MI) SOUTHWEST ALONG U.S. HIGHWAY 70, AT THE JUNCTION
 CX1343'OF COUNTY ROAD C 50, 34.4 METERS (113.0 FT) EAST OF THE CENTER OF THE
 CX1343'ROAD, 21.6 METERS (70.9 FT) NORTHWEST OF THE WEST BOUND LANES OF THE
 CX1343'HIGHWAY.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CX1343'THE MARK IS 0.4 METERS  SE FROM  A WITNESS POST AND FENCE
 CX1343'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0676 ***********************************************************************
 CW0676  DESIGNATION -  G 414
 CW0676  PID         -  CW0676
 CW0676  STATE/COUNTY-  NM/EDDY
 CW0676  USGS QUAD   -  RED BLUFF (1985)
 CW0676
 CW0676                         *CURRENT SURVEY CONTROL
 CW0676  ___________________________________________________________________
 CW0676* NAD 83(1986)-  32 04 26.     (N)    104 04 04.     (W)     SCALED    
 CW0676* NAVD 88     -       890.823  (meters)    2922.64   (feet)  ADJUSTED  
 CW0676  ___________________________________________________________________
 CW0676  GEOID HEIGHT-         -25.46  (meters)                     GEOID03
 CW0676  DYNAMIC HT  -         889.517 (meters)    2918.36  (feet)  COMP
 CW0676  MODELED GRAV-     979,144.8   (mgal)                       NAVD 88
 CW0676
 CW0676  VERT ORDER  -  FIRST     CLASS II
 CW0676
 CW0676.The horizontal coordinates were scaled from a topographic map and have
 CW0676.an estimated accuracy of +/- 6 seconds.
 CW0676
 CW0676.The orthometric height was determined by differential leveling
 CW0676.and adjusted by the National Geodetic Survey in June 1991..
 CW0676
 CW0676.The geoid height was determined by GEOID03.
 CW0676
 CW0676.The dynamic height is computed by dividing the NAVD 88
 CW0676.geopotential number by the normal gravity value computed on the
 CW0676.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0676.degrees latitude (g = 980.6199 gals.).
 CW0676
 CW0676.The modeled gravity was interpolated from observed gravity values.
 CW0676
 CW0676;                    North         East    Units  Estimated Accuracy
 CW0676;SPC NM E     -   119,090.      190,070.      MT  (+/- 180 meters Scaled)
 CW0676
 CW0676                          SUPERSEDED SURVEY CONTROL
 CW0676
 CW0676.No superseded survey control is available for this station.
 CW0676
 CW0676_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SER879490(NAD 83)
 CW0676_MARKER: I = METAL ROD
 CW0676_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CW0676_SP_SET: STAINLESS STEEL ROD
 CW0676_STAMPING: G 414 1981
 CW0676_MARK LOGO: NGS   
 CW0676_PROJECTION: FLUSH
 CW0676_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CW0676+STABILITY: POSITION/ELEVATION WELL
 CW0676_ROD/PIPE-DEPTH: 5.5  meters
 CW0676
 CW0676  HISTORY     - Date     Condition        Report By
 CW0676  HISTORY     - 1981     MONUMENTED       NGS
 CW0676
 CW0676                          STATION DESCRIPTION
 CW0676
 CW0676'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CW0676'16.7 KM (10.35 MI) SOUT FROM MALAGA.
 CW0676'16.7 KM (10.35 MI) SOUTHERLY ALONG U.S. HIGHWAY 285 FROM THE POST
 CW0676'OFFICE IN MALAGA, 0.2 KM (0.1 MI) SOUTH OF MILE POST 6, 45.7 METERS
 CW0676'(150.0 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF A 4X4 FOOT CONCRETE
 CW0676'BOX CULVERT, 29.9 METERS (98.1 FT) EAST OF THE CENTERLINE OF THE
 CW0676'HIGHWAY, AND 14.5 METERS (47.5 FT) NORTH-NORTHWEST OF A UTILITY
 CW0676'POLE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CW0676'REFUSAL WAS REACHED AT 18.0 FT.
 CW0676'THE MARK IS 0.4 METERS  W FROM  A WITNESS POST AND FENCE
 CW0676'THE MARK IS 0.9 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0695 ***********************************************************************
 CW0695  DESIGNATION -  G 415
 CW0695  PID         -  CW0695
 CW0695  STATE/COUNTY-  NM/EDDY
 CW0695  USGS QUAD   -  CARLSBAD WEST   C (1985)
 CW0695
 CW0695                         *CURRENT SURVEY CONTROL
 CW0695  ___________________________________________________________________
 CW0695* NAD 83(1986)-  32 28 18.     (N)    104 17 24.     (W)     SCALED    
 CW0695* NAVD 88     -       995.594  (meters)    3266.38   (feet)  ADJUSTED  
 CW0695  ___________________________________________________________________
 CW0695  GEOID HEIGHT-         -23.95  (meters)                     GEOID03
 CW0695  DYNAMIC HT  -         994.183 (meters)    3261.75  (feet)  COMP
 CW0695  MODELED GRAV-     979,188.6   (mgal)                       NAVD 88
 CW0695
 CW0695  VERT ORDER  -  FIRST     CLASS II
 CW0695
 CW0695.The horizontal coordinates were scaled from a topographic map and have
 CW0695.an estimated accuracy of +/- 6 seconds.
 CW0695
 CW0695.The orthometric height was determined by differential leveling
 CW0695.and adjusted by the National Geodetic Survey in June 1991..
 CW0695
 CW0695.The geoid height was determined by GEOID03.
 CW0695
 CW0695.The dynamic height is computed by dividing the NAVD 88
 CW0695.geopotential number by the normal gravity value computed on the
 CW0695.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0695.degrees latitude (g = 980.6199 gals.).
 CW0695
 CW0695.The modeled gravity was interpolated from observed gravity values.
 CW0695
 CW0695;                    North         East    Units  Estimated Accuracy
 CW0695;SPC NM E     -   163,170.      169,070.      MT  (+/- 180 meters Scaled)
 CW0695
 CW0695                          SUPERSEDED SURVEY CONTROL
 CW0695
 CW0695.No superseded survey control is available for this station.
 CW0695
 CW0695_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SER667929(NAD 83)
 CW0695_MARKER: DB = BENCH MARK DISK
 CW0695_SETTING: 66 = SET IN ROCK OUTCROP
 CW0695_SP_SET: ROCK OUTCROP
 CW0695_STAMPING: G 415 1982
 CW0695_MARK LOGO: NGS   
 CW0695_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CW0695
 CW0695  HISTORY     - Date     Condition        Report By
 CW0695  HISTORY     - 1982     MONUMENTED       NGS
 CW0695
 CW0695                          STATION DESCRIPTION
 CW0695
 CW0695'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CW0695'9.7 KM (6.0 MI) NW FROM CARLSBAD.
 CW0695'9.7 KM (6.0 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 285 FROM ITS
 CW0695'JUNCTION WITH U.S. HIGHWAY 180 AND 62 IN CARLSBAD, 0.3 KM (0.2 MI)
 CW0695'SOUTHWEST OF THE JUNCTION OF A ROAD LEADING NORTH, IN AN EXPOSED AREA
 CW0695'OF BEDROCK IN A DRAINAGE DITCH, 30.2 METERS (99.1 FT) NORTH OF A FENCE
 CW0695'AND 8.6 METERS (28.2 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY.
 CW0695'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 CW0695'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0719 ***********************************************************************
 CW0719  DESIGNATION -  G 416
 CW0719  PID         -  CW0719
 CW0719  STATE/COUNTY-  NM/EDDY
 CW0719  USGS QUAD   -  ARTESIA (1975)
 CW0719
 CW0719                         *CURRENT SURVEY CONTROL
 CW0719  ___________________________________________________________________
 CW0719* NAD 83(1986)-  32 50 52.     (N)    104 23 50.     (W)     SCALED    
 CW0719* NAVD 88     -      1026.810  (meters)    3368.79   (feet)  ADJUSTED  
 CW0719  ___________________________________________________________________
 CW0719  GEOID HEIGHT-         -23.14  (meters)                     GEOID03
 CW0719  DYNAMIC HT  -        1025.390 (meters)    3364.13  (feet)  COMP
 CW0719  MODELED GRAV-     979,220.3   (mgal)                       NAVD 88
 CW0719
 CW0719  VERT ORDER  -  FIRST     CLASS II
 CW0719
 CW0719.The horizontal coordinates were scaled from a topographic map and have
 CW0719.an estimated accuracy of +/- 6 seconds.
 CW0719
 CW0719.The orthometric height was determined by differential leveling
 CW0719.and adjusted by the National Geodetic Survey in June 1991..
 CW0719
 CW0719.The geoid height was determined by GEOID03.
 CW0719
 CW0719.The dynamic height is computed by dividing the NAVD 88
 CW0719.geopotential number by the normal gravity value computed on the
 CW0719.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0719.degrees latitude (g = 980.6199 gals.).
 CW0719
 CW0719.The modeled gravity was interpolated from observed gravity values.
 CW0719
 CW0719;                    North         East    Units  Estimated Accuracy
 CW0719;SPC NM E     -   204,880.      159,020.      MT  (+/- 180 meters Scaled)
 CW0719
 CW0719                          SUPERSEDED SURVEY CONTROL
 CW0719
 CW0719.No superseded survey control is available for this station.
 CW0719
 CW0719_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES564345(NAD 83)
 CW0719_MARKER: DB = BENCH MARK DISK
 CW0719_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CW0719_SP_SET: ABUTMENT
 CW0719_STAMPING: G 416 1982
 CW0719_MARK LOGO: NGS   
 CW0719_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CW0719+STABILITY: POSITION/ELEVATION WELL
 CW0719
 CW0719  HISTORY     - Date     Condition        Report By
 CW0719  HISTORY     - 1982     MONUMENTED       NGS
 CW0719
 CW0719                          STATION DESCRIPTION
 CW0719
 CW0719'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CW0719'0.5 KM (0.3 MI) NORTH FROM ARTESIA.
 CW0719'0.5 KM (0.3 MI) NORTHERLY ALONG THE SANTA FE RAILROAD FROM THE
 CW0719'RAILROAD STATION IN ARTESIA, IN TOP OF AND 0.2 METER (0.7 FT) EAST OF
 CW0719'THE WEST END OF THE NORTH CONCRETE ABUTMENT OF A RAILROAD BRIDGE AND
 CW0719'2.0 METERS (6.6 FT) WEST OF THE NEAR RAIL.
 CW0719'THE MARK IS 0.9 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA5733 ***********************************************************************
 AA5733  DESIGNATION -  G 417 RESET
 AA5733  PID         -  AA5733
 AA5733  STATE/COUNTY-  NM/EDDY
 AA5733  USGS QUAD   -  TOWER HILL NORTH (1985)
 AA5733
 AA5733                         *CURRENT SURVEY CONTROL
 AA5733  ___________________________________________________________________
 AA5733* NAD 83(1986)-  32 31 30.     (N)    103 59 12.     (W)     SCALED    
 AA5733* NAVD 88     -      1024.29   (+/-2cm)    3360.5    (feet)  VERTCON   
 AA5733  ___________________________________________________________________
 AA5733  GEOID HEIGHT-         -23.96  (meters)                     GEOID03
 AA5733
 AA5733  VERT ORDER  -  THIRD (See Below)
 AA5733
 AA5733.The horizontal coordinates were scaled from a topographic map and have
 AA5733.an estimated accuracy of +/- 6 seconds.
 AA5733
 AA5733.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA5733.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA5733.The vertical order pertains to the NGVD 29 superseded value.
 AA5733
 AA5733.The geoid height was determined by GEOID03.
 AA5733
 AA5733;                    North         East    Units  Estimated Accuracy
 AA5733;SPC NM E     -   169,130.      197,570.      MT  (+/- 180 meters Scaled)
 AA5733
 AA5733                          SUPERSEDED SURVEY CONTROL
 AA5733
 AA5733  NGVD 29 (06/15/00) 1023.80   (m)         3358.9    (f) RESET       3  
 AA5733
 AA5733.Superseded values are not recommended for survey control.
 AA5733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5733.See file dsdata.txt to determine how the superseded data were derived.
 AA5733
 AA5733_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SER951990(NAD 83)
 AA5733_MARKER: DV = VERTICAL CONTROL DISK
 AA5733_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5733_STAMPING: G 417 RESET 1990
 AA5733_MARK LOGO: NGS   
 AA5733_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA5733_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5733+STABILITY: SURFACE MOTION
 AA5733
 AA5733  HISTORY     - Date     Condition        Report By
 AA5733  HISTORY     - 1990     MONUMENTED       NMHD
 AA5733
 AA5733                          STATION DESCRIPTION
 AA5733
 AA5733'DESCRIBED BY NM HIGHWAY DEPT 1990 (RJT)
 AA5733'16.7 MILES (26.9 KM) EAST ALONG US HIGHWAY 62 FROM THE COURTHOUSE IN
 AA5733'CARLSBAD, ABOUT 500 FEET (152.4 M) EAST OF A CHEVRON OIL LEASE ROAD TO
 AA5733'THE SOUTH, ABOUT 150 FEET (45.7 M) SOUTH OF THE CENTERLINE OF US
 AA5733'HIGHWAY 62 ALONG THE SOUTHERLY RIGHT-OF-WAY FENCE, ABOUT 130 FEET
 AA5733'(39.6 M) EAST OF A HIGHWAY RIGHT-OF-WAY MARKER AT STA 871+42.4.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0634 ***********************************************************************
 DQ0634  DESIGNATION -  G 418
 DQ0634  PID         -  DQ0634
 DQ0634  STATE/COUNTY-  NM/CHAVES
 DQ0634  USGS QUAD   -  KENNA SW (1979)
 DQ0634
 DQ0634                         *CURRENT SURVEY CONTROL
 DQ0634  ___________________________________________________________________
 DQ0634* NAD 83(1986)-  33 45 35.     (N)    103 55 47.     (W)     SCALED    
 DQ0634* NAVD 88     -      1269.882  (meters)    4166.27   (feet)  ADJUSTED  
 DQ0634  ___________________________________________________________________
 DQ0634  GEOID HEIGHT-         -23.01  (meters)                     GEOID03
 DQ0634  DYNAMIC HT  -        1268.160 (meters)    4160.62  (feet)  COMP
 DQ0634  MODELED GRAV-     979,236.6   (mgal)                       NAVD 88
 DQ0634
 DQ0634  VERT ORDER  -  FIRST     CLASS II
 DQ0634
 DQ0634.The horizontal coordinates were scaled from a topographic map and have
 DQ0634.an estimated accuracy of +/- 6 seconds.
 DQ0634
 DQ0634.The orthometric height was determined by differential leveling
 DQ0634.and adjusted by the National Geodetic Survey in June 1991..
 DQ0634
 DQ0634.The geoid height was determined by GEOID03.
 DQ0634
 DQ0634.The dynamic height is computed by dividing the NAVD 88
 DQ0634.geopotential number by the normal gravity value computed on the
 DQ0634.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0634.degrees latitude (g = 980.6199 gals.).
 DQ0634
 DQ0634.The modeled gravity was interpolated from observed gravity values.
 DQ0634
 DQ0634;                    North         East    Units  Estimated Accuracy
 DQ0634;SPC NM E     -   306,080.      202,390.      MT  (+/- 180 meters Scaled)
 DQ0634
 DQ0634                          SUPERSEDED SURVEY CONTROL
 DQ0634
 DQ0634.No superseded survey control is available for this station.
 DQ0634
 DQ0634_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SET991360(NAD 83)
 DQ0634_MARKER: I = METAL ROD
 DQ0634_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DQ0634_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 DQ0634_STAMPING: G 418 1982
 DQ0634_MARK LOGO: NGS   
 DQ0634_PROJECTION: FLUSH
 DQ0634_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DQ0634+STABILITY: POSITION/ELEVATION WELL
 DQ0634_ROD/PIPE-DEPTH: 10.4 meters
 DQ0634_SLEEVE-DEPTH  : 9.1 meters
 DQ0634
 DQ0634  HISTORY     - Date     Condition        Report By
 DQ0634  HISTORY     - 1982     MONUMENTED       NGS
 DQ0634
 DQ0634                          STATION DESCRIPTION
 DQ0634
 DQ0634'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 DQ0634'17.2 KM (10.7 MI) SW FROM KENNA.
 DQ0634'17.2 KM (10.7 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 70 FROM THE POST
 DQ0634'OFFICE IN KENNA, 0.8 KM (0.5 MI) SOUTHEAST OF MILEPOST 379, 52.1
 DQ0634'METERS (170.9 FT) WEST OF THE SANTA FE RAILROAD MILEPOST 63, 30.2
 DQ0634'METERS (99.1 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 29.4
 DQ0634'METERS (96.5 FT) NORTHWEST OF THE NEAR RAIL, 25.3 METERS (83.0 FT)
 DQ0634'SOUTHWEST OF A UTILITY POLE AND 12.2 METERS (40.0 FT) NORTHEAST OF A
 DQ0634'UTILITY POLE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 DQ0634'CAP.
 DQ0634'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 DQ0634'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0754 ***********************************************************************
 CV0754  DESIGNATION -  G 419
 CV0754  PID         -  CV0754
 CV0754  STATE/COUNTY-  NM/EDDY
 CV0754  USGS QUAD   -  LIVINGSTON RIDGE (1985)
 CV0754
 CV0754                         *CURRENT SURVEY CONTROL
 CV0754  ___________________________________________________________________
 CV0754* NAD 83(1986)-  32 24 44.     (N)    103 47 26.     (W)     SCALED    
 CV0754* NAVD 88     -      1042.191  (meters)    3419.26   (feet)  ADJUSTED  
 CV0754  ___________________________________________________________________
 CV0754  GEOID HEIGHT-         -24.20  (meters)                     GEOID03
 CV0754  DYNAMIC HT  -        1040.692 (meters)    3414.34  (feet)  COMP
 CV0754  MODELED GRAV-     979,165.3   (mgal)                       NAVD 88
 CV0754
 CV0754  VERT ORDER  -  FIRST     CLASS I
 CV0754
 CV0754.The horizontal coordinates were scaled from a topographic map and have
 CV0754.an estimated accuracy of +/- 6 seconds.
 CV0754
 CV0754.The orthometric height was determined by differential leveling
 CV0754.and adjusted by the National Geodetic Survey in June 1991..
 CV0754
 CV0754.The geoid height was determined by GEOID03.
 CV0754
 CV0754.The dynamic height is computed by dividing the NAVD 88
 CV0754.geopotential number by the normal gravity value computed on the
 CV0754.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0754.degrees latitude (g = 980.6199 gals.).
 CV0754
 CV0754.The modeled gravity was interpolated from observed gravity values.
 CV0754
 CV0754;                    North         East    Units  Estimated Accuracy
 CV0754;SPC NM E     -   156,710.      216,050.      MT  (+/- 180 meters Scaled)
 CV0754
 CV0754                          SUPERSEDED SURVEY CONTROL
 CV0754
 CV0754  NGVD 29 (??/??/92) 1041.693  (m)         3417.62   (f) ADJ UNCH    1 1
 CV0754
 CV0754.Superseded values are not recommended for survey control.
 CV0754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0754.See file dsdata.txt to determine how the superseded data were derived.
 CV0754
 CV0754_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFR137867(NAD 83)
 CV0754_MARKER: I = METAL ROD
 CV0754_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CV0754+WITH SETTING: INFORMATION.
 CV0754_SP_SET: SHALLOW SET METAL ROD
 CV0754_STAMPING: G 419 1982
 CV0754_MARK LOGO: NGS   
 CV0754_PROJECTION: FLUSH
 CV0754_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CV0754_ROD/PIPE-DEPTH: 3.0  meters
 CV0754
 CV0754  HISTORY     - Date     Condition        Report By
 CV0754  HISTORY     - 1982     MONUMENTED       NGS
 CV0754  HISTORY     - 1983     GOOD             NGS
 CV0754
 CV0754                          STATION DESCRIPTION
 CV0754
 CV0754'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CV0754'64.1 KM (39.85 MI) EAST FROM CARLSBAD.
 CV0754'27.7 KM (17.2 MI) NORTHEASTERLY ALONG U. S. HIGHWAY 62 AND 180 FROM
 CV0754'THE EAST END OF THE BATAAN BRIDGE OVER THE PECOS RIVER IN CARLSBAD,
 CV0754'THENCE 12.6 KM (7.85 MI) SOUTHERLY ALONG STATE HIGHWAY 31, THENCE 8.1
 CV0754'KM (5.05 MI) EASTERLY ALONG A DIRT ROAD, THENCE 6.0 KM (3.75 MI)
 CV0754'SOUTHERLY ALONG A DIRT ROAD, THENCE 7.2 KM (4.45 MI) EASTERLY ALONG A
 CV0754'PIPELINE ROAD, THENCE 2.5 KM (1.55 MI) NORTHERLY ALONG A DIRT ROAD,
 CV0754'24.4 METERS (80.1 FT) SOUTH OF THE CENTER OF A SIDE ROAD LEADING EAST
 CV0754'AND 13.7 METERS (44.9 FT) EAST OF THE CENTER OF THE ROAD.
 CV0754'NOTE=REFUSAL WAS REACHED AT 10.0 FT.  ACCESS TO THE DATUM POINT IS
 CV0754'THROUGH A 5-INCH LOGO CAP.
 CV0754'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 CV0754'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 CV0754
 CV0754                          STATION RECOVERY (1983)
 CV0754
 CV0754'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CV0754'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0188 ***********************************************************************
 DT0188  DESIGNATION -  G 42
 DT0188  PID         -  DT0188
 DT0188  STATE/COUNTY-  NM/CATRON
 DT0188  USGS QUAD   -  LUNA (1965)
 DT0188
 DT0188                         *CURRENT SURVEY CONTROL
 DT0188  ___________________________________________________________________
 DT0188* NAD 83(1986)-  33 47 59.     (N)    108 56 51.     (W)     SCALED    
 DT0188* NAVD 88     -      2156.512  (meters)    7075.16   (feet)  ADJUSTED  
 DT0188  ___________________________________________________________________
 DT0188  GEOID HEIGHT-         -22.48  (meters)                     GEOID03
 DT0188  DYNAMIC HT  -        2153.098 (meters)    7063.96  (feet)  COMP
 DT0188  MODELED GRAV-     978,975.7   (mgal)                       NAVD 88
 DT0188
 DT0188  VERT ORDER  -  FIRST     CLASS II
 DT0188
 DT0188.The horizontal coordinates were scaled from a topographic map and have
 DT0188.an estimated accuracy of +/- 6 seconds.
 DT0188
 DT0188.The orthometric height was determined by differential leveling
 DT0188.and adjusted by the National Geodetic Survey in June 1991..
 DT0188.WARNING-Repeat measurements at this control monument indicate possible
 DT0188.vertical movement.
 DT0188
 DT0188.The geoid height was determined by GEOID03.
 DT0188
 DT0188.The dynamic height is computed by dividing the NAVD 88
 DT0188.geopotential number by the normal gravity value computed on the
 DT0188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0188.degrees latitude (g = 980.6199 gals.).
 DT0188
 DT0188.The modeled gravity was interpolated from observed gravity values.
 DT0188
 DT0188;                    North         East    Units  Estimated Accuracy
 DT0188;SPC NM W     -   311,000.      726,830.      MT  (+/- 180 meters Scaled)
 DT0188
 DT0188                          SUPERSEDED SURVEY CONTROL
 DT0188
 DT0188  NGVD 29 (??/??/92) 2155.544  (m)         7071.98   (f) ADJ UNCH    1 2
 DT0188
 DT0188.Superseded values are not recommended for survey control.
 DT0188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0188.See file dsdata.txt to determine how the superseded data were derived.
 DT0188
 DT0188_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC900418(NAD 83)
 DT0188_MARKER: DB = BENCH MARK DISK
 DT0188_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DT0188_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DT0188_STAMPING: G 42 1934
 DT0188_PROJECTION: PROJECTING 15 CENTIMETERS
 DT0188_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DT0188+STABILITY: SURFACE MOTION
 DT0188_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DT0188+SATELLITE: SATELLITE OBSERVATIONS - July 29, 2005
 DT0188
 DT0188  HISTORY     - Date     Condition        Report By
 DT0188  HISTORY     - 1934     MONUMENTED       CGS
 DT0188  HISTORY     - 1965     GOOD             USGS
 DT0188  HISTORY     - 1980     GOOD             NGS
 DT0188  HISTORY     - 20050729 GOOD             USPSQD
 DT0188
 DT0188                          STATION DESCRIPTION
 DT0188
 DT0188'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 DT0188'IN LUNA.
 DT0188'LUNA, FROM MORMON CHURCH, 1.4 MILES SOUTH ALONG STATE HIGHWAY 180 TO
 DT0188'ROAD JUNCTION NORTH EAST.  THENCE 0.11 MILES ALONG ROAD NORTH EAST.
 DT0188'ABOUT 75 FT. WEST OF A WASH, 25 FT EAST OF THE CENTERLINE OF THE ROAD,
 DT0188'A STANDARD DISK STAMPED G 42 1934 AND SET IN THE TOP OF A CONCRETE
 DT0188'POST.
 DT0188
 DT0188                          STATION RECOVERY (1980)
 DT0188
 DT0188'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DT0188'2.6 KM (1.6 MI) SOUTHEAST ALONG U.S. HIGHWAY 180 FROM
 DT0188'THE POST OFFICE IN LUNA, THENCE 0.2 KM (0.1 MI) NORTH ALONG
 DT0188'A DIRT ROAD, 1.8 KM (1.1 MI) SOUTHEAST OF THE SOUTHEAST
 DT0188'END OF THE BRIDGE OVER THE SAN FRANCISCO RIVER, 14.9 METERS
 DT0188'(49.0 FT) NORTH OF AN 8-INCH PINE TREE, 7.6 METERS (25.0 FT)
 DT0188'EAST OF THE CENTER OF THE DIRT ROAD, AND 5.0 METERS (16.5 FT)
 DT0188'WEST OF AN 8-INCH PINE TREE.
 DT0188'THE MARK IS 0.5 METERS  N FROM A WITNESS POST.
 DT0188'THE MARK IS 0.3 M ABOVE THE ROAD.
 DT0188
 DT0188                          STATION RECOVERY (2005)
 DT0188
 DT0188'RECOVERY NOTE BY US POWER SQUADRON 2005 (CP)
 DT0188'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0502 ***********************************************************************
 EO0502  DESIGNATION -  G 421
 EO0502  PID         -  EO0502
 EO0502  STATE/COUNTY-  NM/ROOSEVELT
 EO0502  USGS QUAD   -  PORTALES (1985)
 EO0502
 EO0502                         *CURRENT SURVEY CONTROL
 EO0502  ___________________________________________________________________
 EO0502* NAD 83(1986)-  34 12 10.     (N)    103 19 04.     (W)     SCALED    
 EO0502* NAVD 88     -      1228.213  (meters)    4029.56   (feet)  ADJUSTED  
 EO0502  ___________________________________________________________________
 EO0502  GEOID HEIGHT-         -22.98  (meters)                     GEOID03
 EO0502  DYNAMIC HT  -        1226.633 (meters)    4024.38  (feet)  COMP
 EO0502  MODELED GRAV-     979,306.6   (mgal)                       NAVD 88
 EO0502
 EO0502  VERT ORDER  -  FIRST     CLASS II
 EO0502
 EO0502.The horizontal coordinates were scaled from a topographic map and have
 EO0502.an estimated accuracy of +/- 6 seconds.
 EO0502
 EO0502.The orthometric height was determined by differential leveling
 EO0502.and adjusted by the National Geodetic Survey in June 1991..
 EO0502
 EO0502.The geoid height was determined by GEOID03.
 EO0502
 EO0502.The dynamic height is computed by dividing the NAVD 88
 EO0502.geopotential number by the normal gravity value computed on the
 EO0502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0502.degrees latitude (g = 980.6199 gals.).
 EO0502
 EO0502.The modeled gravity was interpolated from observed gravity values.
 EO0502
 EO0502;                    North         East    Units  Estimated Accuracy
 EO0502;SPC NM E     -   355,610.      258,590.      MT  (+/- 180 meters Scaled)
 EO0502
 EO0502                          SUPERSEDED SURVEY CONTROL
 EO0502
 EO0502.No superseded survey control is available for this station.
 EO0502
 EO0502_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFT549859(NAD 83)
 EO0502_MARKER: I = METAL ROD
 EO0502_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EO0502_SP_SET: STAINLESS STEEL ROD
 EO0502_STAMPING: G 421 1982
 EO0502_MARK LOGO: NGS   
 EO0502_PROJECTION: FLUSH
 EO0502_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EO0502_ROD/PIPE-DEPTH: 14.6 meters
 EO0502
 EO0502  HISTORY     - Date     Condition        Report By
 EO0502  HISTORY     - 1982     MONUMENTED       NGS
 EO0502
 EO0502                          STATION DESCRIPTION
 EO0502
 EO0502'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 EO0502'2.7 KM (1.7 MI) NE FROM PORTALES.
 EO0502'2.7 KM (1.7 MI) NORTHEASTERLY ALONG THE SANTA FE RAILROAD FROM THE
 EO0502'RAILROAD STATION IN PORTALES, 0.2 KM (0.1 MI) SOUTHWEST OF HIGHWAY
 EO0502'MILEPOST 426, 29.3 METERS (96.1 FT) SOUTHEAST OF RAILROAD MILEPOST 16,
 EO0502'27.4 METERS (89.9 FT) SOUTHWEST OF THE CENTERLINE OF STATE HIGHWAY
 EO0502'467, 23.8 METERS (78.1 FT) SOUTHEAST OF THE NEAR RAIL, 16.3 METERS
 EO0502'(53.5 FT) NORTHWEST OF THE CENTERLINE OF THE SOUTHWEST BOUND LANES OF
 EO0502'U.S. HIGHWAY 70 AND 1.1 METERS (3.6 FT) SOUTHWEST OF A UTILITY POLE
 EO0502'WITH A GUY WIRE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 EO0502'LOGO CAP.
 EO0502'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 EO0502'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0656 ***********************************************************************
 EQ0656  DESIGNATION -  G 423
 EQ0656  PID         -  EQ0656
 EQ0656  STATE/COUNTY-  NM/VALENCIA
 EQ0656  USGS QUAD   -  BELEN (1991)
 EQ0656
 EQ0656                         *CURRENT SURVEY CONTROL
 EQ0656  ___________________________________________________________________
 EQ0656* NAD 83(1986)-  34 39 41.     (N)    106 45 59.     (W)     SCALED    
 EQ0656* NAVD 88     -      1475.263  (meters)    4840.09   (feet)  ADJUSTED  
 EQ0656  ___________________________________________________________________
 EQ0656  GEOID HEIGHT-         -21.90  (meters)                     GEOID03
 EQ0656  DYNAMIC HT  -        1473.217 (meters)    4833.38  (feet)  COMP
 EQ0656  MODELED GRAV-     979,197.2   (mgal)                       NAVD 88
 EQ0656
 EQ0656  VERT ORDER  -  FIRST     CLASS II
 EQ0656
 EQ0656.The horizontal coordinates were scaled from a topographic map and have
 EQ0656.an estimated accuracy of +/- 6 seconds.
 EQ0656
 EQ0656.The orthometric height was determined by differential leveling
 EQ0656.and adjusted by the National Geodetic Survey in June 1991..
 EQ0656
 EQ0656.The geoid height was determined by GEOID03.
 EQ0656
 EQ0656.The dynamic height is computed by dividing the NAVD 88
 EQ0656.geopotential number by the normal gravity value computed on the
 EQ0656.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0656.degrees latitude (g = 980.6199 gals.).
 EQ0656
 EQ0656.The modeled gravity was interpolated from observed gravity values.
 EQ0656
 EQ0656;                    North         East    Units  Estimated Accuracy
 EQ0656;SPC NM C     -   406,140.      452,670.      MT  (+/- 180 meters Scaled)
 EQ0656
 EQ0656                          SUPERSEDED SURVEY CONTROL
 EQ0656
 EQ0656.No superseded survey control is available for this station.
 EQ0656
 EQ0656_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU381369(NAD 83)
 EQ0656_MARKER: DB = BENCH MARK DISK
 EQ0656_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 EQ0656_SP_SET: ABUTMENT
 EQ0656_STAMPING: G 423 1982
 EQ0656_MARK LOGO: NGS   
 EQ0656_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EQ0656+STABILITY: POSITION/ELEVATION WELL
 EQ0656
 EQ0656  HISTORY     - Date     Condition        Report By
 EQ0656  HISTORY     - 1982     MONUMENTED       NGS
 EQ0656  HISTORY     - 20050206 MARK NOT FOUND   GEOCAC
 EQ0656
 EQ0656                          STATION DESCRIPTION
 EQ0656
 EQ0656'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 EQ0656'IN BELEN.
 EQ0656'IN BELEN, AT THE JUNCTION OF STATE HIGHWAY 6 AND THE SANTA FE
 EQ0656'RAILROAD, IN TOP OF AND 0.5 METER (1.6 FT) SOUTH OF THE NORTH END OF
 EQ0656'THE EAST CONCRETE ABUTMENT OF THE HIGHWAY OVERPASS AND 5.3 METERS
 EQ0656'(17.4 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY.
 EQ0656'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
 EQ0656
 EQ0656                          STATION RECOVERY (2005)
 EQ0656
 EQ0656'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 EQ0656'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG5896 ***********************************************************************
 DG5896  DESIGNATION -  G 423 RESET
 DG5896  PID         -  DG5896
 DG5896  STATE/COUNTY-  NM/VALENCIA
 DG5896  USGS QUAD   -  BELEN (1991)
 DG5896
 DG5896                         *CURRENT SURVEY CONTROL
 DG5896  ___________________________________________________________________
 DG5896* NAD 83(1986)-  34 39 41.     (N)    106 45 59.     (W)     SCALED    
 DG5896* NAVD 88     -      1474.92   (meters)    4839.0    (feet)  RESET     
 DG5896  ___________________________________________________________________
 DG5896  GEOID HEIGHT-         -21.90  (meters)                     GEOID03
 DG5896
 DG5896  VERT ORDER  -  THIRD
 DG5896
 DG5896.The horizontal coordinates were scaled from a topographic map and have
 DG5896.an estimated accuracy of +/- 6 seconds.
 DG5896
 DG5896.The orthometric height was computed from unverified reset data.
 DG5896.No vertical observational check was made to the station.
 DG5896
 DG5896.The geoid height was determined by GEOID03.
 DG5896
 DG5896;                    North         East    Units  Estimated Accuracy
 DG5896;SPC NM C     -   406,140.      452,670.      MT  (+/- 180 meters Scaled)
 DG5896
 DG5896                          SUPERSEDED SURVEY CONTROL
 DG5896
 DG5896.No superseded survey control is available for this station.
 DG5896
 DG5896_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU381369(NAD 83)
 DG5896_MARKER: DV = VERTICAL CONTROL DISK
 DG5896_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DG5896_SP_SET: WALKWAY
 DG5896_STAMPING: G 423 RESET 1999
 DG5896_MARK LOGO: NGS   
 DG5896_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG5896_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG5896
 DG5896  HISTORY     - Date     Condition        Report By
 DG5896  HISTORY     - 1999     MONUMENTED       NGS
 DG5896
 DG5896                          STATION DESCRIPTION
 DG5896
 DG5896'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999
 DG5896'TO REACH THE STATION FROM THE INTERSECTION OF MAIN STREET AND NM-309
 DG5896'(REINKEN AVENUE) IN DOWNTOWN BELEN, GO EAST ON NM-309 FOR 0.55 MILE TO
 DG5896'THE STATION ON THE RIGHT, AT THE EAST END OF THE FREE-STANDING PORTION
 DG5896'(THE EAST BRIDGE ABUTMENT) OF THE HIGHWAY BRIDGE OVER THE RAILROAD
 DG5896'TRACKS. THE STATION IS AN NGS VERTICAL CONTROL DISK SET FLUSH WITH THE
 DG5896'SURFACE OF THE CONCRETE PEDESTRIAN WALKWAY ALONG THE SOUTH SIDE OF THE
 DG5896'BRIDGE. THE STATION IS DIRECTLY OVER THE EAST BRIDGE ABUTMENT AND
 DG5896'NEARLY DIRECTLY OVER A NORTH-SOUTH CHAIN LINK FENCE AT THE LEVEL OF
 DG5896'THE RAILROAD TRACKS THAT RUNS ALONG THE EAST EDGE OF THE RAIL COMPLEX.
 DG5896'THE STATION IS 27.0 M WEST OF A LIGHT POLE, 5.05 M WEST OF THE CENTER
 DG5896'OF AN EXPANSION JOINT, 1.12 M SOUTH OF A CONCRETE JERSEY BARRIER, 0/90
 DG5896'M NORTHEAST OF THE WEST END OF A 0.45 M - WIDE BY 0.15 TALL CONCRETE
 DG5896'CAP THAT RUNS FOR 19 M PARALLEL TO THE FENCE AND TERMINATES AT THE
 DG5896'ABUTMENT THAT THE STATION SITS ATOP, AND 0.50 M NORTH OF A CHAIN LINK
 DG5896'FENCE ALONG THE SOUTH EDGE OF THE PEDESTRIAN WALKWAY. THIS IS NOT WELL
 DG5896'SUITED FOR GPS BECAUSE IS SITS BENEATH AN ARCHING CHAIN LINK FENCE
 DG5896'THAT OVERHANGS THE STATION ABOUT 2 M ABOVE. FOR DIFFERENTIAL LEVELING,
 DG5896'IT MAY REQUIRE USAGE OF A SHORT LEVEL ROD. THE STATION IS LOCATED IN
 DG5896'BELEN ON THE NM-309 BRIDGE OVER THE RAILROAD TRACKS ABOUT 0.5 MILE
 DG5896'EAST OF REINKEN AVENUE. OWNERSHIP - NEW MEXICO STATE HIGHWAY AND
 DG5896'TRANSPORTATION DEPARTMENT, PO BOX 1149, SANTA FE, NM 87504, TELEPHONE
 DG5896'NO. 505-827-5100.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0810 ***********************************************************************
 FO0810  DESIGNATION -  G 424
 FO0810  PID         -  FO0810
 FO0810  STATE/COUNTY-  NM/BERNALILLO
 FO0810  USGS QUAD   -  ALBUQUERQUE WEST (1990)
 FO0810
 FO0810                         *CURRENT SURVEY CONTROL
 FO0810  ___________________________________________________________________
 FO0810* NAD 83(1986)-  35 05 34.     (N)    106 40 18.     (W)     SCALED    
 FO0810* NAVD 88     -      1509.528  (meters)    4952.51   (feet)  ADJUSTED  
 FO0810  ___________________________________________________________________
 FO0810  GEOID HEIGHT-         -21.38  (meters)                     GEOID03
 FO0810  DYNAMIC HT  -        1507.469 (meters)    4945.75  (feet)  COMP
 FO0810  MODELED GRAV-     979,218.2   (mgal)                       NAVD 88
 FO0810
 FO0810  VERT ORDER  -  FIRST     CLASS II
 FO0810
 FO0810.The horizontal coordinates were scaled from a topographic map and have
 FO0810.an estimated accuracy of +/- 6 seconds.
 FO0810
 FO0810.The orthometric height was determined by differential leveling
 FO0810.and adjusted by the National Geodetic Survey in June 1991..
 FO0810
 FO0810.The geoid height was determined by GEOID03.
 FO0810
 FO0810.The dynamic height is computed by dividing the NAVD 88
 FO0810.geopotential number by the normal gravity value computed on the
 FO0810.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0810.degrees latitude (g = 980.6199 gals.).
 FO0810
 FO0810.The modeled gravity was interpolated from observed gravity values.
 FO0810
 FO0810;                    North         East    Units  Estimated Accuracy
 FO0810;SPC NM C     -   453,950.      461,550.      MT  (+/- 180 meters Scaled)
 FO0810
 FO0810                          SUPERSEDED SURVEY CONTROL
 FO0810
 FO0810  NGVD 29 (??/??/92) 1508.722  (m)         4949.87   (f) ADJ UNCH    1 2
 FO0810
 FO0810.Superseded values are not recommended for survey control.
 FO0810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0810.See file dsdata.txt to determine how the superseded data were derived.
 FO0810
 FO0810_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU476846(NAD 83)
 FO0810_MARKER: I = METAL ROD
 FO0810_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FO0810_SP_SET: STAINLESS STEEL ROD
 FO0810_STAMPING: G 424 1982
 FO0810_MARK LOGO: NGS   
 FO0810_PROJECTION: FLUSH
 FO0810_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FO0810_ROD/PIPE-DEPTH: 18.3 meters
 FO0810
 FO0810  HISTORY     - Date     Condition        Report By
 FO0810  HISTORY     - 1982     MONUMENTED       NGS
 FO0810
 FO0810                          STATION DESCRIPTION
 FO0810
 FO0810'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FO0810'IN ALBUQUERQUE.
 FO0810'IN ALBUQUERQUE, AT THE INTERSECTION OF RIO GRANDE BOULVARD SOUTHWEST
 FO0810'AND ALHAMBRA PLACE SOUTHWEST, 23.1 METERS (75.8 FT) SOUTHWEST OF THE
 FO0810'CENTER OF THE INTERSECTION, 18.9 METERS 62.0 FT) WEST OF A FENCE
 FO0810'CORNER AND 10.0 METERS (32.8 FT) SOUTH OF THE CENTER OF ALHAMBRA PLACE
 FO0810'SOUTHWEST.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 FO0810'CAP.
 FO0810'THE MARK IS 0.3 METERS  N FROM  A FENCE AND WITNESS POST
 FO0810'THE MARK IS ABOVE LEVEL WITH THE STREETS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0633 ***********************************************************************
 EQ0633  DESIGNATION -  G 425
 EQ0633  PID         -  EQ0633
 EQ0633  STATE/COUNTY-  NM/BERNALILLO
 EQ0633  USGS QUAD   -  SOUTH GARCIA (1971)
 EQ0633
 EQ0633                         *CURRENT SURVEY CONTROL
 EQ0633  ___________________________________________________________________
 EQ0633* NAD 83(1986)-  34 59 39.     (N)    107 04 44.     (W)     SCALED    
 EQ0633* NAVD 88     -      1729.168  (meters)    5673.11   (feet)  ADJUSTED  
 EQ0633  ___________________________________________________________________
 EQ0633  GEOID HEIGHT-         -21.31  (meters)                     GEOID03
 EQ0633  DYNAMIC HT  -        1726.792 (meters)    5665.32  (feet)  COMP
 EQ0633  MODELED GRAV-     979,199.2   (mgal)                       NAVD 88
 EQ0633
 EQ0633  VERT ORDER  -  FIRST     CLASS II
 EQ0633
 EQ0633.The horizontal coordinates were scaled from a topographic map and have
 EQ0633.an estimated accuracy of +/- 6 seconds.
 EQ0633
 EQ0633.The orthometric height was determined by differential leveling
 EQ0633.and adjusted by the National Geodetic Survey in June 1991..
 EQ0633
 EQ0633.The geoid height was determined by GEOID03.
 EQ0633
 EQ0633.The dynamic height is computed by dividing the NAVD 88
 EQ0633.geopotential number by the normal gravity value computed on the
 EQ0633.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0633.degrees latitude (g = 980.6199 gals.).
 EQ0633
 EQ0633.The modeled gravity was interpolated from observed gravity values.
 EQ0633
 EQ0633;                    North         East    Units  Estimated Accuracy
 EQ0633;SPC NM C     -   443,240.      424,330.      MT  (+/- 180 meters Scaled)
 EQ0633
 EQ0633                          SUPERSEDED SURVEY CONTROL
 EQ0633
 EQ0633  NGVD 29 (??/??/92) 1728.347  (m)         5670.42   (f) ADJ UNCH    1 2
 EQ0633
 EQ0633.Superseded values are not recommended for survey control.
 EQ0633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0633.See file dsdata.txt to determine how the superseded data were derived.
 EQ0633
 EQ0633_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU102743(NAD 83)
 EQ0633_MARKER: I = METAL ROD
 EQ0633_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EQ0633_SP_SET: STAINLESS STEEL ROD
 EQ0633_STAMPING: G 425 1982
 EQ0633_MARK LOGO: NGS   
 EQ0633_PROJECTION: FLUSH
 EQ0633_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EQ0633_ROD/PIPE-DEPTH: 6.4  meters
 EQ0633
 EQ0633  HISTORY     - Date     Condition        Report By
 EQ0633  HISTORY     - 1982     MONUMENTED       NGS
 EQ0633
 EQ0633                          STATION DESCRIPTION
 EQ0633
 EQ0633'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 EQ0633'36.8 KM (22.85 MI) SW FROM ALBUQUERQUE.
 EQ0633'36.8 KM (22.85 FT) SOUTHWESTERLY ALONG INTERSTATE HIGHWAY 40 FROM ITS
 EQ0633'JUNCTION WITH STATE HIGHWAY 448 AT THE NORTHWEST EDGE OF ALBUQUERQUE,
 EQ0633'0.5 KM (0.3 MI) NORTHEAST OF MILEPOST 132, 32.0 METERS (105.0 FT)
 EQ0633'SOUTHEAST OF THE CENTERLINE OF THE NORTHEAST BOUND LANES OF THE
 EQ0633'HIGHWAY AND 5.8 METERS (19.0 FT) NORTHEAST OF THE CENTER OF A FIELD
 EQ0633'ENTRANCE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 EQ0633'CAP.
 EQ0633'THE MARK IS 0.3 METERS  NW FROM  A FENCE AND WITNESS POST
 EQ0633'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0851 ***********************************************************************
 FO0851  DESIGNATION -  G 426
 FO0851  PID         -  FO0851
 FO0851  STATE/COUNTY-  NM/CIBOLA
 FO0851  USGS QUAD   -  MC CARTYS (1971)
 FO0851
 FO0851                         *CURRENT SURVEY CONTROL
 FO0851  ___________________________________________________________________
 FO0851* NAD 83(1986)-  35 03 32.     (N)    107 37 40.     (W)     SCALED    
 FO0851* NAVD 88     -      1856.148  (meters)    6089.71   (feet)  ADJUSTED  
 FO0851  ___________________________________________________________________
 FO0851  GEOID HEIGHT-         -20.72  (meters)                     GEOID03
 FO0851  DYNAMIC HT  -        1853.514 (meters)    6081.07  (feet)  COMP
 FO0851  MODELED GRAV-     979,149.3   (mgal)                       NAVD 88
 FO0851
 FO0851  VERT ORDER  -  FIRST     CLASS II
 FO0851
 FO0851.The horizontal coordinates were scaled from a topographic map and have
 FO0851.an estimated accuracy of +/- 6 seconds.
 FO0851
 FO0851.The orthometric height was determined by differential leveling
 FO0851.and adjusted by the National Geodetic Survey in June 1991..
 FO0851
 FO0851.The geoid height was determined by GEOID03.
 FO0851
 FO0851.The dynamic height is computed by dividing the NAVD 88
 FO0851.geopotential number by the normal gravity value computed on the
 FO0851.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0851.degrees latitude (g = 980.6199 gals.).
 FO0851
 FO0851.The modeled gravity was interpolated from observed gravity values.
 FO0851
 FO0851;                    North         East    Units  Estimated Accuracy
 FO0851;SPC NM W     -   450,130.      848,750.      MT  (+/- 180 meters Scaled)
 FO0851
 FO0851                          SUPERSEDED SURVEY CONTROL
 FO0851
 FO0851.No superseded survey control is available for this station.
 FO0851
 FO0851_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBU603827(NAD 83)
 FO0851_MARKER: I = METAL ROD
 FO0851_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FO0851+WITH SETTING: INFORMATION.
 FO0851_SP_SET: SHALLOW SET METAL ROD
 FO0851_STAMPING: G 426 1982
 FO0851_MARK LOGO: NGS   
 FO0851_PROJECTION: FLUSH
 FO0851_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FO0851_ROD/PIPE-DEPTH: 2.4  meters
 FO0851
 FO0851  HISTORY     - Date     Condition        Report By
 FO0851  HISTORY     - 1982     MONUMENTED       NGS
 FO0851
 FO0851                          STATION DESCRIPTION
 FO0851
 FO0851'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FO0851'25.0 KM (15.5 MI) SE FROM GRANTS.
 FO0851'8.0 KM (4.95 MI) SOUTHEASTERLY ALONG THE SANTA FE RAILROAD FROM THE
 FO0851'RAILROAD STATION IN GRANTS, THENCE 11.6 KM (7.2 MI) SOUTHEASTERLY
 FO0851'ALONG A PAVED ROAD, THENCE 5.4 KM (3.35 MI) EASTERLY ALONG THE SANTA
 FO0851'FE RAILROAD, 0.7 KM (0.45 MI) WEST OF A POWERLINE CROSSING, 0.8 KM
 FO0851'(0.5 MI) WEST OF MILEPOST 80 AND 36.8 METERS (120.7 FT)
 FO0851'NORTH-NORTHEAST OF THE NEAR RAIL.  NOTE=REFUSAL WAS REACHED AT 8.0 FT.
 FO0851'ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 FO0851'THE MARK IS 0.3 METERS  SSW FROM  A FENCE AND WITNESS POST
 FO0851'THE MARK IS 3.0 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0564 ***********************************************************************
 EO0564  DESIGNATION -  G 427
 EO0564  PID         -  EO0564
 EO0564  STATE/COUNTY-  NM/CURRY
 EO0564  USGS QUAD   -  MELROSE WEST (1973)
 EO0564
 EO0564                         *CURRENT SURVEY CONTROL
 EO0564  ___________________________________________________________________
 EO0564* NAD 83(1986)-  34 25 29.     (N)    103 42 05.     (W)     SCALED    
 EO0564* NAVD 88     -      1341.547  (meters)    4401.39   (feet)  ADJUSTED  
 EO0564  ___________________________________________________________________
 EO0564  GEOID HEIGHT-         -23.25  (meters)                     GEOID03
 EO0564  DYNAMIC HT  -        1339.781 (meters)    4395.60  (feet)  COMP
 EO0564  MODELED GRAV-     979,272.0   (mgal)                       NAVD 88
 EO0564
 EO0564  VERT ORDER  -  FIRST     CLASS II
 EO0564
 EO0564.The horizontal coordinates were scaled from a topographic map and have
 EO0564.an estimated accuracy of +/- 6 seconds.
 EO0564
 EO0564.The orthometric height was determined by differential leveling
 EO0564.and adjusted by the National Geodetic Survey in June 1991..
 EO0564
 EO0564.The geoid height was determined by GEOID03.
 EO0564
 EO0564.The dynamic height is computed by dividing the NAVD 88
 EO0564.geopotential number by the normal gravity value computed on the
 EO0564.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0564.degrees latitude (g = 980.6199 gals.).
 EO0564
 EO0564.The modeled gravity was interpolated from observed gravity values.
 EO0564
 EO0564;                    North         East    Units  Estimated Accuracy
 EO0564;SPC NM E     -   379,950.      223,090.      MT  (+/- 180 meters Scaled)
 EO0564
 EO0564                          SUPERSEDED SURVEY CONTROL
 EO0564
 EO0564.No superseded survey control is available for this station.
 EO0564
 EO0564_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFU193100(NAD 83)
 EO0564_MARKER: I = METAL ROD
 EO0564_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EO0564_SP_SET: STAINLESS STEEL ROD
 EO0564_STAMPING: G 427 1982
 EO0564_MARK LOGO: NGS   
 EO0564_PROJECTION: FLUSH
 EO0564_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EO0564_ROD/PIPE-DEPTH: 4.9  meters
 EO0564
 EO0564  HISTORY     - Date     Condition        Report By
 EO0564  HISTORY     - 1982     MONUMENTED       NGS
 EO0564
 EO0564                          STATION DESCRIPTION
 EO0564
 EO0564'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 EO0564'45.0 KM (27.95 MI) WEST FROM CLOVIS.
 EO0564'45.0 KM (27.95 MI) WESTERLY ALONG THE SANTA FE RAILROAD FROM THE
 EO0564'RAILROAD STATION IN CLOVIS, 0.2 KM (0.1 MI) EAST OF A ROAD LEADING
 EO0564'SOUTH, 46.6 KM (152.9 FT) SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 60,
 EO0564'23.2 METERS (76.1 FT) NORTH OF THE NEAR RAIL, 20.8 METERS (68.2 FT)
 EO0564'NORTHEAST OF MILEPOST 685 AND 1.7 METERS (5.6 FT) WEST OF A UTILITY
 EO0564'POLE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 EO0564'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 EO0564'THE MARK IS 2.0 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0498 ***********************************************************************
 EP0498  DESIGNATION -  G 428
 EP0498  PID         -  EP0498
 EP0498  STATE/COUNTY-  NM/DE BACA
 EP0498  USGS QUAD   -  YESO NW (1966)
 EP0498
 EP0498                         *CURRENT SURVEY CONTROL
 EP0498  ___________________________________________________________________
 EP0498* NAD 83(1986)-  34 28 18.     (N)    104 43 50.     (W)     SCALED    
 EP0498* NAVD 88     -      1524.383  (meters)    5001.25   (feet)  ADJUSTED  
 EP0498  ___________________________________________________________________
 EP0498  GEOID HEIGHT-         -22.77  (meters)                     GEOID03
 EP0498  DYNAMIC HT  -        1522.265 (meters)    4994.30  (feet)  COMP
 EP0498  MODELED GRAV-     979,192.4   (mgal)                       NAVD 88
 EP0498
 EP0498  VERT ORDER  -  FIRST     CLASS II
 EP0498
 EP0498.The horizontal coordinates were scaled from a topographic map and have
 EP0498.an estimated accuracy of +/- 6 seconds.
 EP0498
 EP0498.The orthometric height was determined by differential leveling
 EP0498.and adjusted by the National Geodetic Survey in June 1991..
 EP0498
 EP0498.The geoid height was determined by GEOID03.
 EP0498
 EP0498.The dynamic height is computed by dividing the NAVD 88
 EP0498.geopotential number by the normal gravity value computed on the
 EP0498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EP0498.degrees latitude (g = 980.6199 gals.).
 EP0498
 EP0498.The modeled gravity was interpolated from observed gravity values.
 EP0498
 EP0498;                    North         East    Units  Estimated Accuracy
 EP0498;SPC NM E     -   385,040.      128,510.      MT  (+/- 180 meters Scaled)
 EP0498
 EP0498                          SUPERSEDED SURVEY CONTROL
 EP0498
 EP0498.No superseded survey control is available for this station.
 EP0498
 EP0498_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEU247144(NAD 83)
 EP0498_MARKER: I = METAL ROD
 EP0498_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EP0498_SP_SET: STAINLESS STEEL ROD
 EP0498_STAMPING: G 428 1982
 EP0498_MARK LOGO: NGS   
 EP0498_PROJECTION: FLUSH
 EP0498_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EP0498+STABILITY: POSITION/ELEVATION WELL
 EP0498_ROD/PIPE-DEPTH: 8.5  meters
 EP0498
 EP0498  HISTORY     - Date     Condition        Report By
 EP0498  HISTORY     - 1982     MONUMENTED       NGS
 EP0498
 EP0498                          STATION DESCRIPTION
 EP0498
 EP0498'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 EP0498'44.8 KM (27.85 MI) EAST FROM VAUGHN.
 EP0498'44.8 KM (27.85 MI) EASTERLY ALONG U.S. HIGHWAY 60 FROM THE SANTA FE
 EP0498'RAILROAD STATION IN VAUGHN, ACROSS THE HIGHWAY FROM THE CENTER OF A
 EP0498'ROADSIDE PARK, 0.7 KM (0.45 MI) NORTHWEST OF MILEPOST 299 AND 22.3
 EP0498'METERS (73.2 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY.  NOTE=ACCESS
 EP0498'TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 EP0498'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST AND FENCE
 EP0498'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0352 ***********************************************************************
 FP0352  DESIGNATION -  G 429
 FP0352  PID         -  FP0352
 FP0352  STATE/COUNTY-  NM/MCKINLEY
 FP0352  USGS QUAD   -  CINIZA (1995)
 FP0352
 FP0352                         *CURRENT SURVEY CONTROL
 FP0352  ___________________________________________________________________
 FP0352* NAD 83(1986)-  35 29 33.     (N)    108 29 24.     (W)     SCALED    
 FP0352* NAVD 88     -      2089.614  (meters)    6855.68   (feet)  ADJUSTED  
 FP0352  ___________________________________________________________________
 FP0352  GEOID HEIGHT-         -20.61  (meters)                     GEOID03
 FP0352  DYNAMIC HT  -        2086.664 (meters)    6846.00  (feet)  COMP
 FP0352  MODELED GRAV-     979,146.9   (mgal)                       NAVD 88
 FP0352
 FP0352  VERT ORDER  -  FIRST     CLASS II
 FP0352
 FP0352.The horizontal coordinates were scaled from a topographic map and have
 FP0352.an estimated accuracy of +/- 6 seconds.
 FP0352
 FP0352.The orthometric height was determined by differential leveling
 FP0352.and adjusted by the National Geodetic Survey in June 1991..
 FP0352
 FP0352.The geoid height was determined by GEOID03.
 FP0352
 FP0352.The dynamic height is computed by dividing the NAVD 88
 FP0352.geopotential number by the normal gravity value computed on the
 FP0352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0352.degrees latitude (g = 980.6199 gals.).
 FP0352
 FP0352.The modeled gravity was interpolated from observed gravity values.
 FP0352
 FP0352;                    North         East    Units  Estimated Accuracy
 FP0352;SPC NM W     -   498,420.      770,420.      MT  (+/- 180 meters Scaled)
 FP0352
 FP0352                          SUPERSEDED SURVEY CONTROL
 FP0352
 FP0352.No superseded survey control is available for this station.
 FP0352
 FP0352_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYE276305(NAD 83)
 FP0352_MARKER: DB = BENCH MARK DISK
 FP0352_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 FP0352_SP_SET: ABUTMENT
 FP0352_STAMPING: G 429 1983
 FP0352_MARK LOGO: NGS   
 FP0352_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FP0352+STABILITY: POSITION/ELEVATION WELL
 FP0352
 FP0352  HISTORY     - Date     Condition        Report By
 FP0352  HISTORY     - 1983     MONUMENTED       NGS
 FP0352
 FP0352                          STATION DESCRIPTION
 FP0352
 FP0352'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FP0352'25.7 KM (15.95 MI) SE FROM GALLUP.
 FP0352'25.7 KM (15.95 MI) SOUTHEASTERLY ALONG INTERSTATE HIGHWAY 40 FROM ITS
 FP0352'JUNCTION WITH U. S. HIGHWAY 666 IN GALLUP, IN TOP OF OF AND 0.3 METER
 FP0352'(1.0 FT) NORTHEAST OF THE SOUTHWEST END OF THE NORTHWEST CONCRETE
 FP0352'ABUTMENT OF A HIGHWAY OVERPASS OF THE HIGHWAY AND 5.1 METERS (16.7 FT)
 FP0352'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY.
 FP0352'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0107 ***********************************************************************
 FP0107  DESIGNATION -  G 43
 FP0107  PID         -  FP0107
 FP0107  STATE/COUNTY-  NM/MCKINLEY
 FP0107  USGS QUAD   -  TWIN BUTTES (1979)
 FP0107
 FP0107                         *CURRENT SURVEY CONTROL
 FP0107  ___________________________________________________________________
 FP0107* NAD 83(1986)-  35 24 20.     (N)    108 45 10.     (W)     SCALED    
 FP0107* NAVD 88     -      2136.478  (meters)    7009.43   (feet)  ADJUSTED  
 FP0107  ___________________________________________________________________
 FP0107  GEOID HEIGHT-         -21.33  (meters)                     GEOID03
 FP0107  DYNAMIC HT  -        2133.389 (meters)    6999.29  (feet)  COMP
 FP0107  MODELED GRAV-     979,111.7   (mgal)                       NAVD 88
 FP0107
 FP0107  VERT ORDER  -  SECOND    CLASS 0
 FP0107
 FP0107.The horizontal coordinates were scaled from a topographic map and have
 FP0107.an estimated accuracy of +/- 6 seconds.
 FP0107
 FP0107.The orthometric height was determined by differential leveling
 FP0107.and adjusted by the National Geodetic Survey in June 1991..
 FP0107
 FP0107.The geoid height was determined by GEOID03.
 FP0107
 FP0107.The dynamic height is computed by dividing the NAVD 88
 FP0107.geopotential number by the normal gravity value computed on the
 FP0107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0107.degrees latitude (g = 980.6199 gals.).
 FP0107
 FP0107.The modeled gravity was interpolated from observed gravity values.
 FP0107
 FP0107;                    North         East    Units  Estimated Accuracy
 FP0107;SPC NM W     -   488,960.      746,490.      MT  (+/- 180 meters Scaled)
 FP0107
 FP0107                          SUPERSEDED SURVEY CONTROL
 FP0107
 FP0107  NGVD 29 (??/??/92) 2135.462  (m)         7006.09   (f) ADJ UNCH    2 0
 FP0107
 FP0107.Superseded values are not recommended for survey control.
 FP0107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0107.See file dsdata.txt to determine how the superseded data were derived.
 FP0107
 FP0107_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYE040203(NAD 83)
 FP0107_MARKER: DB = BENCH MARK DISK
 FP0107_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FP0107_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FP0107_STAMPING: G-43 1934
 FP0107_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FP0107+STABILITY: SURFACE MOTION
 FP0107
 FP0107  HISTORY     - Date     Condition        Report By
 FP0107  HISTORY     - 1934     MONUMENTED       CGS
 FP0107  HISTORY     - 1963     MARK NOT FOUND   USGS
 FP0107
 FP0107                          STATION DESCRIPTION
 FP0107
 FP0107'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FP0107'10.8 MI S FROM GALLUP.
 FP0107'10.8 MILES SOUTH OF POST OFFICE, ON STATE HWY. NO. 32 110 YARDS WEST
 FP0107'OF A DEEP WASH.  40 FEET WEST OF CENTER LINE OF HIGHWAY.  IN LINE WITH
 FP0107'TELEPHONE POLES.  TOP OF MARK IS ABOUT TWO FEET HIGHER THAN ROAD BED.
 FP0107
 FP0107                          STATION RECOVERY (1963)
 FP0107
 FP0107'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 FP0107'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0376 ***********************************************************************
 FP0376  DESIGNATION -  G 430
 FP0376  PID         -  FP0376
 FP0376  STATE/COUNTY-  NM/MCKINLEY
 FP0376  USGS QUAD   -  MANUELITO (1979)
 FP0376
 FP0376                         *CURRENT SURVEY CONTROL
 FP0376  ___________________________________________________________________
 FP0376* NAD 83(1986)-  35 25 53.     (N)    108 58 28.     (W)     SCALED    
 FP0376* NAVD 88     -      1909.805  (meters)    6265.75   (feet)  ADJUSTED  
 FP0376  ___________________________________________________________________
 FP0376  GEOID HEIGHT-         -21.59  (meters)                     GEOID03
 FP0376  DYNAMIC HT  -        1907.119 (meters)    6256.94  (feet)  COMP
 FP0376  MODELED GRAV-     979,159.7   (mgal)                       NAVD 88
 FP0376
 FP0376  VERT ORDER  -  FIRST     CLASS II
 FP0376
 FP0376.The horizontal coordinates were scaled from a topographic map and have
 FP0376.an estimated accuracy of +/- 6 seconds.
 FP0376
 FP0376.The orthometric height was determined by differential leveling
 FP0376.and adjusted by the National Geodetic Survey in June 1991..
 FP0376
 FP0376.The geoid height was determined by GEOID03.
 FP0376
 FP0376.The dynamic height is computed by dividing the NAVD 88
 FP0376.geopotential number by the normal gravity value computed on the
 FP0376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0376.degrees latitude (g = 980.6199 gals.).
 FP0376
 FP0376.The modeled gravity was interpolated from observed gravity values.
 FP0376
 FP0376;                    North         East    Units  Estimated Accuracy
 FP0376;SPC NM W     -   492,040.      726,390.      MT  (+/- 180 meters Scaled)
 FP0376
 FP0376                          SUPERSEDED SURVEY CONTROL
 FP0376
 FP0376.No superseded survey control is available for this station.
 FP0376
 FP0376_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXE838227(NAD 83)
 FP0376_MARKER: I = METAL ROD
 FP0376_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FP0376+WITH SETTING: INFORMATION.
 FP0376_SP_SET: SHALLOW SET METAL ROD
 FP0376_STAMPING: G 430 1983
 FP0376_MARK LOGO: NGS   
 FP0376_PROJECTION: FLUSH
 FP0376_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FP0376_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FP0376+SATELLITE: SATELLITE OBSERVATIONS - February 14, 2006
 FP0376_ROD/PIPE-DEPTH: 1.8  meters
 FP0376
 FP0376  HISTORY     - Date     Condition        Report By
 FP0376  HISTORY     - 1983     MONUMENTED       NGS
 FP0376  HISTORY     - 20060214 GOOD             JCLS
 FP0376
 FP0376                          STATION DESCRIPTION
 FP0376
 FP0376'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FP0376'23.0 KM (14.3 MI) SW FROM GALLUP.
 FP0376'23.0 KM (14.3 MI) SOUTHWESTERLY ALONG INTERSTATE HIGHWAY 40 FROM ITS
 FP0376'JUNCTION WITH U. S. HIGHWAY 666 IN GALLUP, 0.7 KM (0.45 MI) WEST OF
 FP0376'MILEPOST 6, 25.2 METERS (82.7 FT) NORTHWEST OF THE CENTERLINE OF THE
 FP0376'SOUTHWEST BOUND LANES OF THE HIGHWAY AND 11.4 METERS (37.4 FT)
 FP0376'NORTHWEST OF THE NORTHWEST END OF THE MOST NORTHEASTERLY 1 OF 2
 FP0376'CONCRETE DRAINAGE PIPES.  NOTE=REFUSAL WAS REACHED AT 6.0 FT.  ACCESS
 FP0376'TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 FP0376'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST AND FENCE
 FP0376'THE MARK IS 0.9 M BELOW THE HIGHWAY.
 FP0376
 FP0376                          STATION RECOVERY (2006)
 FP0376
 FP0376'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2006 (MRY)
 FP0376'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GO0232 ***********************************************************************
 GO0232  DESIGNATION -  G 431
 GO0232  PID         -  GO0232
 GO0232  STATE/COUNTY-  NM/SAN JUAN
 GO0232  USGS QUAD   -  FLORA VISTA (1979)
 GO0232
 GO0232                         *CURRENT SURVEY CONTROL
 GO0232  ___________________________________________________________________
 GO0232* NAD 83(1986)-  36 48 43.     (N)    108 04 03.     (W)     SCALED    
 GO0232* NAVD 88     -      1707.273  (meters)    5601.28   (feet)  ADJUSTED  
 GO0232  ___________________________________________________________________
 GO0232  GEOID HEIGHT-         -20.91  (meters)                     GEOID03
 GO0232  DYNAMIC HT  -        1705.140 (meters)    5594.28  (feet)  COMP
 GO0232  MODELED GRAV-     979,322.0   (mgal)                       NAVD 88
 GO0232
 GO0232  VERT ORDER  -  FIRST     CLASS II
 GO0232
 GO0232.The horizontal coordinates were scaled from a topographic map and have
 GO0232.an estimated accuracy of +/- 6 seconds.
 GO0232
 GO0232.The orthometric height was determined by differential leveling
 GO0232.and adjusted by the National Geodetic Survey in June 1991..
 GO0232
 GO0232.The geoid height was determined by GEOID03.
 GO0232
 GO0232.The dynamic height is computed by dividing the NAVD 88
 GO0232.geopotential number by the normal gravity value computed on the
 GO0232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GO0232.degrees latitude (g = 980.6199 gals.).
 GO0232
 GO0232.The modeled gravity was interpolated from observed gravity values.
 GO0232
 GO0232;                    North         East    Units  Estimated Accuracy
 GO0232;SPC NM W     -   644,640.      809,110.      MT  (+/- 180 meters Scaled)
 GO0232
 GO0232                          SUPERSEDED SURVEY CONTROL
 GO0232
 GO0232.No superseded survey control is available for this station.
 GO0232
 GO0232_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYF615780(NAD 83)
 GO0232_MARKER: I = METAL ROD
 GO0232_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GO0232_SP_SET: STAINLESS STEEL ROD
 GO0232_STAMPING: G 431 1983
 GO0232_MARK LOGO: NGS   
 GO0232_PROJECTION: FLUSH
 GO0232_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GO0232_ROD/PIPE-DEPTH: 4.3  meters
 GO0232
 GO0232  HISTORY     - Date     Condition        Report By
 GO0232  HISTORY     - 1983     MONUMENTED       NGS
 GO0232
 GO0232                          STATION DESCRIPTION
 GO0232
 GO0232'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GO0232'17.0 KM (10.55 MI) NE FROM FARMINGTON.
 GO0232'17.0 KM (10.55 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 550 FROM ITS
 GO0232'JUNCTION WITH STATE HIGHWAY 371 (LAKE STREET) IN FARMINGTON,
 GO0232'39.4 METERS (129.3 FT) SOUTHWEST OF UTILITY POLE NUMBER 240 AT A
 GO0232'UTILITY LINE CROSSING THE HIGHWAY, 22.3 METERS (73.2 FT) NORTHEAST OF
 GO0232'UTILITY POLE NUMBER 2, 21.8 METERS (71.5 FT) SOUTHEAST OF THE
 GO0232'CENTERLINE OF THE NORTHEAST BOUND LANES OF THE HIGHWAY, AND 11.3
 GO0232'METERS (37.1 FT) SOUTHWEST OF THE CENTER OF A CATTLE GUARD AND PRIVATE
 GO0232'DRIVE LEADING SOUTH.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A
 GO0232'5-INCH LOGO CAP.
 GO0232'THE MARK IS 0.2 METERS  SE FROM  A WITNESS POST AND FENCE
 GO0232'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GO0208 ***********************************************************************
 GO0208  DESIGNATION -  G 432
 GO0208  PID         -  GO0208
 GO0208  STATE/COUNTY-  NM/SAN JUAN
 GO0208  USGS QUAD   -  WATERFLOW (1979)
 GO0208
 GO0208                         *CURRENT SURVEY CONTROL
 GO0208  ___________________________________________________________________
 GO0208* NAD 83(1986)-  36 45 12.     (N)    108 24 54.     (W)     SCALED    
 GO0208* NAVD 88     -      1571.241  (meters)    5154.98   (feet)  ADJUSTED  
 GO0208  ___________________________________________________________________
 GO0208  GEOID HEIGHT-         -21.13  (meters)                     GEOID03
 GO0208  DYNAMIC HT  -        1569.325 (meters)    5148.69  (feet)  COMP
 GO0208  MODELED GRAV-     979,357.3   (mgal)                       NAVD 88
 GO0208
 GO0208  VERT ORDER  -  FIRST     CLASS II
 GO0208
 GO0208.The horizontal coordinates were scaled from a topographic map and have
 GO0208.an estimated accuracy of +/- 6 seconds.
 GO0208
 GO0208.The orthometric height was determined by differential leveling
 GO0208.and adjusted by the National Geodetic Survey in June 1991..
 GO0208
 GO0208.The geoid height was determined by GEOID03.
 GO0208
 GO0208.The dynamic height is computed by dividing the NAVD 88
 GO0208.geopotential number by the normal gravity value computed on the
 GO0208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GO0208.degrees latitude (g = 980.6199 gals.).
 GO0208
 GO0208.The modeled gravity was interpolated from observed gravity values.
 GO0208
 GO0208;                    North         East    Units  Estimated Accuracy
 GO0208;SPC NM W     -   638,270.      778,060.      MT  (+/- 180 meters Scaled)
 GO0208
 GO0208                          SUPERSEDED SURVEY CONTROL
 GO0208
 GO0208.No superseded survey control is available for this station.
 GO0208
 GO0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYF307706(NAD 83)
 GO0208_MARKER: DB = BENCH MARK DISK
 GO0208_SETTING: 66 = SET IN ROCK OUTCROP
 GO0208_SP_SET: ROCK OUTCROP
 GO0208_STAMPING: G 432 1983
 GO0208_MARK LOGO: NGS   
 GO0208_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GO0208+STABILITY: POSITION/ELEVATION WELL
 GO0208
 GO0208  HISTORY     - Date     Condition        Report By
 GO0208  HISTORY     - 1983     MONUMENTED       NGS
 GO0208
 GO0208                          STATION DESCRIPTION
 GO0208
 GO0208'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GO0208'18.4 KM (11.45 MI) WEST FROM FARMINGTON.
 GO0208'18.4 KM (11.45 MI) WESTERLY ALONG U.S. HIGHWAY 550 FROM ITS JUNCTION
 GO0208'WITH STATE HIGHWAY 371 (LAKE STREET) IN FARMINGTON, IN THE CENTER OF
 GO0208'THE WESTERN 1/4 OF A 5- BY 92-FOOT EXPOSED AREA OF BEDROCK IN A
 GO0208'HIGHWAY CUT, 0.4 KM (0.25 MI) EAST OF THE WEST END OF THE CUT AND A
 GO0208'GUARD RAIL, 0.3 KM (0.2 MI) EAST OF A UTILITY LINE CROSSING THE
 GO0208'HIGHWAY, 17.4 METERS (57.1 FT) NORTH OF THE CENTERLINE OF THE WEST
 GO0208'BOUND LANES OF THE HIGHWAY, 17.0 METERS (55.8 FT) WEST OF THE EAST END
 GO0208'OF THE CUT 12.0 METERS (39.4 FT) EAST OF THE WEST EDGE OF THE OUTCROP,
 GO0208'1.0 METER (3.3 FT) NORTH OF THE SOUTH EDGE OF THE OUTCROP, AND
 GO0208'0.3 METERS (1.0 FT) SOUTH OF THE NORTH EDGE OF THE OUTCROP.
 GO0208'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 GO0208'THE MARK IS 1.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GO0181 ***********************************************************************
 GO0181  DESIGNATION -  G 434
 GO0181  PID         -  GO0181
 GO0181  STATE/COUNTY-  NM/SAN JUAN
 GO0181  USGS QUAD   -  TABLE MESA (1979)
 GO0181
 GO0181                         *CURRENT SURVEY CONTROL
 GO0181  ___________________________________________________________________
 GO0181* NAD 83(1986)-  36 32 19.     (N)    108 43 03.     (W)     SCALED    
 GO0181* NAVD 88     -      1648.830  (meters)    5409.54   (feet)  ADJUSTED  
 GO0181  ___________________________________________________________________
 GO0181  GEOID HEIGHT-         -21.07  (meters)                     GEOID03
 GO0181  DYNAMIC HT  -        1646.779 (meters)    5402.81  (feet)  COMP
 GO0181  MODELED GRAV-     979,330.2   (mgal)                       NAVD 88
 GO0181
 GO0181  VERT ORDER  -  FIRST     CLASS II
 GO0181
 GO0181.The horizontal coordinates were scaled from a topographic map and have
 GO0181.an estimated accuracy of +/- 6 seconds.
 GO0181
 GO0181.The orthometric height was determined by differential leveling
 GO0181.and adjusted by the National Geodetic Survey in June 1991..
 GO0181
 GO0181.The geoid height was determined by GEOID03.
 GO0181
 GO0181.The dynamic height is computed by dividing the NAVD 88
 GO0181.geopotential number by the normal gravity value computed on the
 GO0181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GO0181.degrees latitude (g = 980.6199 gals.).
 GO0181
 GO0181.The modeled gravity was interpolated from observed gravity values.
 GO0181
 GO0181;                    North         East    Units  Estimated Accuracy
 GO0181;SPC NM W     -   614,650.      750,830.      MT  (+/- 180 meters Scaled)
 GO0181
 GO0181                          SUPERSEDED SURVEY CONTROL
 GO0181
 GO0181.No superseded survey control is available for this station.
 GO0181
 GO0181_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYF043461(NAD 83)
 GO0181_MARKER: DB = BENCH MARK DISK
 GO0181_SETTING: 66 = SET IN ROCK OUTCROP
 GO0181_SP_SET: ROCK OUTCROP
 GO0181_STAMPING: G 434 1984
 GO0181_MARK LOGO: NGS   
 GO0181_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GO0181
 GO0181  HISTORY     - Date     Condition        Report By
 GO0181  HISTORY     - 1984     MONUMENTED       NGS
 GO0181
 GO0181                          STATION DESCRIPTION
 GO0181
 GO0181'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 GO0181'27.0 KM (16.75 MI) SOUT FROM SHIPROCK.
 GO0181'26.7 KM (16.6 MI) SOUTHERLY ALONG U.S. HIGHWAY 666 FROM ITS JUNCTION
 GO0181'WITH STATE HIGHWAY 504 IN SHIPROCK, THENCE 0.3 KM (0.2 MI)
 GO0181'SOUTHEASTERLY ALONG A DIRT ROAD, IN THE CENTER OF A 6- BY 6-FOOT
 GO0181'EXPOSED AREA OF OUTCROPPING BEDROCK, 12.2 KM (7.6 MI) NORTH OF THE
 GO0181'INTERSECTION OF COUNTY ROAD 34, 36.3 METERS (119.1 FT) NORTH OF THE
 GO0181'CENTER OF A DIRT ROAD, AND
 GO0181'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 GO0181'THE MARK IS 1.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0433 ***********************************************************************
 FP0433  DESIGNATION -  G 435
 FP0433  PID         -  FP0433
 FP0433  STATE/COUNTY-  NM/MCKINLEY
 FP0433  USGS QUAD   -  TOHATCHI (1982)
 FP0433
 FP0433                         *CURRENT SURVEY CONTROL
 FP0433  ___________________________________________________________________
 FP0433* NAD 83(1986)-  35 48 10.     (N)    108 46 06.     (W)     SCALED    
 FP0433* NAVD 88     -      1930.884  (meters)    6334.91   (feet)  ADJUSTED  
 FP0433  ___________________________________________________________________
 FP0433  GEOID HEIGHT-         -20.78  (meters)                     GEOID03
 FP0433  DYNAMIC HT  -        1928.257 (meters)    6326.29  (feet)  COMP
 FP0433  MODELED GRAV-     979,203.9   (mgal)                       NAVD 88
 FP0433
 FP0433  VERT ORDER  -  FIRST     CLASS II
 FP0433
 FP0433.The horizontal coordinates were scaled from a topographic map and have
 FP0433.an estimated accuracy of +/- 6 seconds.
 FP0433
 FP0433.The orthometric height was determined by differential leveling
 FP0433.and adjusted by the National Geodetic Survey in June 1991..
 FP0433
 FP0433.The geoid height was determined by GEOID03.
 FP0433
 FP0433.The dynamic height is computed by dividing the NAVD 88
 FP0433.geopotential number by the normal gravity value computed on the
 FP0433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0433.degrees latitude (g = 980.6199 gals.).
 FP0433
 FP0433.The modeled gravity was interpolated from observed gravity values.
 FP0433
 FP0433;                    North         East    Units  Estimated Accuracy
 FP0433;SPC NM W     -   533,040.      745,490.      MT  (+/- 180 meters Scaled)
 FP0433
 FP0433                          SUPERSEDED SURVEY CONTROL
 FP0433
 FP0433.No superseded survey control is available for this station.
 FP0433
 FP0433_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYE016643(NAD 83)
 FP0433_MARKER: I = METAL ROD
 FP0433_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FP0433_SP_SET: STAINLESS STEEL ROD
 FP0433_STAMPING: G 435 1984
 FP0433_MARK LOGO: NGS   
 FP0433_PROJECTION: FLUSH
 FP0433_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FP0433_ROD/PIPE-DEPTH: 4.9  meters
 FP0433
 FP0433  HISTORY     - Date     Condition        Report By
 FP0433  HISTORY     - 1984     MONUMENTED       NGS
 FP0433
 FP0433                          STATION DESCRIPTION
 FP0433
 FP0433'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FP0433'31.6 KM (19.65 MI) NORT FROM GALLUP.
 FP0433'31.6 KM (19.65 MI) NORTHERLY ALONG U.S. HIGHWAY 666 FROM ITS JUNCTION
 FP0433'WITH INTERSTATE HIGHWAY 40 IN GALLUP, 7.4 KM (4.6 MI) NORTH OF THE
 FP0433'INTERSECTION OF COUNTY ROAD 9 LEADING EAST, 36.6 METERS (120.1 FT)
 FP0433'SOUTH-SOUTHEAST OF UTILITY POLE NUMBER 1433 L, 29.9 METERS (98.1 FT)
 FP0433'WEST OF THE CENTERLINE OF THE HIGHWAY, AND 14.2 METERS (46.6 FT) NORTH
 FP0433'OF THE CENTER OF A CATTLE GUARD AND TRACK ROAD LEADING WEST.
 FP0433'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 FP0433'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST AND FENCE
 FP0433'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GO0158 ***********************************************************************
 GO0158  DESIGNATION -  G 436
 GO0158  PID         -  GO0158
 GO0158  STATE/COUNTY-  NM/SAN JUAN
 GO0158  USGS QUAD   -  NASCHITTI (1966)
 GO0158
 GO0158                         *CURRENT SURVEY CONTROL
 GO0158  ___________________________________________________________________
 GO0158* NAD 83(1986)-  36 07 10.     (N)    108 42 20.     (W)     SCALED    
 GO0158* NAVD 88     -      1809.933  (meters)    5938.09   (feet)  ADJUSTED  
 GO0158  ___________________________________________________________________
 GO0158  GEOID HEIGHT-         -20.70  (meters)                     GEOID03
 GO0158  DYNAMIC HT  -        1807.553 (meters)    5930.28  (feet)  COMP
 GO0158  MODELED GRAV-     979,253.9   (mgal)                       NAVD 88
 GO0158
 GO0158  VERT ORDER  -  FIRST     CLASS II
 GO0158
 GO0158.The horizontal coordinates were scaled from a topographic map and have
 GO0158.an estimated accuracy of +/- 6 seconds.
 GO0158
 GO0158.The orthometric height was determined by differential leveling
 GO0158.and adjusted by the National Geodetic Survey in June 1991..
 GO0158
 GO0158.The geoid height was determined by GEOID03.
 GO0158
 GO0158.The dynamic height is computed by dividing the NAVD 88
 GO0158.geopotential number by the normal gravity value computed on the
 GO0158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GO0158.degrees latitude (g = 980.6199 gals.).
 GO0158
 GO0158.The modeled gravity was interpolated from observed gravity values.
 GO0158
 GO0158;                    North         East    Units  Estimated Accuracy
 GO0158;SPC NM W     -   568,130.      751,480.      MT  (+/- 180 meters Scaled)
 GO0158
 GO0158                          SUPERSEDED SURVEY CONTROL
 GO0158
 GO0158.No superseded survey control is available for this station.
 GO0158
 GO0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYE064996(NAD 83)
 GO0158_MARKER: I = METAL ROD
 GO0158_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GO0158_SP_SET: STAINLESS STEEL ROD
 GO0158_STAMPING: G 436 1984
 GO0158_MARK LOGO: NGS   
 GO0158_PROJECTION: FLUSH
 GO0158_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GO0158_ROD/PIPE-DEPTH: 8.7  meters
 GO0158
 GO0158  HISTORY     - Date     Condition        Report By
 GO0158  HISTORY     - 1984     MONUMENTED       NGS
 GO0158
 GO0158                          STATION DESCRIPTION
 GO0158
 GO0158'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 GO0158'73.4 KM (45.6 MI) SOUTH FROM SHIPROCK.
 GO0158'73.4 KM (45.6 MI) SOUTHERLY ALONG U.S. HIGHWAY 666 FROM ITS JUNCTION
 GO0158'WITH STATE HIGHWAY 504 IN SHIPROCK, OR 73.7 KM (45.5 MI) NORTHERLY
 GO0158'ALONG U.S. HIGHWAY 666 FROM ITS JUNCTION WITH INTERSTATE HIGHWAY 40 IN
 GO0158'GALLUP, 2.9 KM (1.8 MI) SOUTH OF THE INTERSECTION OF STATE HIGHWAY
 GO0158'134, 78.6 METERS (257.9 FT) NORTH-NORTHEAST OF OF THE NORTHEAST CORNER
 GO0158'OF A BOX CULVERT, 58.5 METERS (191.9 FT) EAST OF THE CENTERLINE OF THE
 GO0158'HIGHWAY, 46.0 METERS (150.1 FT) NORTHWEST OF UTILITY POLE NUMBER 268,
 GO0158'AND 11.0 METERS (36.1 FT) SOUTH OF THE CENTER OF A CATTLE GUARD AND
 GO0158'DIRT ROAD LEADING NORTHEAST TO A HOUSE.  NOTE=ACCESS TO THE DATUM
 GO0158'POINT IS THROUGH A 5-INCH LOGO CAP.
 GO0158'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST AND FENCE
 GO0158'THE MARK IS 2.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0401 ***********************************************************************
 GN0401  DESIGNATION -  G 437
 GN0401  PID         -  GN0401
 GN0401  STATE/COUNTY-  NM/RIO ARRIBA
 GN0401  USGS QUAD   -  SAN JUAN PUEBLO (1977)
 GN0401
 GN0401                         *CURRENT SURVEY CONTROL
 GN0401  ___________________________________________________________________
 GN0401* NAD 83(1986)-  36 04 25.     (N)    106 06 42.     (W)     SCALED    
 GN0401* NAVD 88     -      1728.160  (meters)    5669.80   (feet)  ADJUSTED  
 GN0401  ___________________________________________________________________
 GN0401  GEOID HEIGHT-         -19.11  (meters)                     GEOID03
 GN0401  DYNAMIC HT  -        1725.843 (meters)    5662.20  (feet)  COMP
 GN0401  MODELED GRAV-     979,231.7   (mgal)                       NAVD 88
 GN0401
 GN0401  VERT ORDER  -  FIRST     CLASS II
 GN0401
 GN0401.The horizontal coordinates were scaled from a topographic map and have
 GN0401.an estimated accuracy of +/- 6 seconds.
 GN0401
 GN0401.The orthometric height was determined by differential leveling
 GN0401.and adjusted by the National Geodetic Survey in June 1991..
 GN0401
 GN0401.The geoid height was determined by GEOID03.
 GN0401
 GN0401.The dynamic height is computed by dividing the NAVD 88
 GN0401.geopotential number by the normal gravity value computed on the
 GN0401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GN0401.degrees latitude (g = 980.6199 gals.).
 GN0401
 GN0401.The modeled gravity was interpolated from observed gravity values.
 GN0401
 GN0401;                    North         East    Units  Estimated Accuracy
 GN0401;SPC NM C     -   562,690.      512,460.      MT  (+/- 180 meters Scaled)
 GN0401
 GN0401                          SUPERSEDED SURVEY CONTROL
 GN0401
 GN0401.No superseded survey control is available for this station.
 GN0401
 GN0401_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV998926(NAD 83)
 GN0401_MARKER: DB = BENCH MARK DISK
 GN0401_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 GN0401_SP_SET: BRIDGE ABUTMENT
 GN0401_STAMPING: G 437 1984
 GN0401_MARK LOGO: NGS   
 GN0401_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GN0401+STABILITY: POSITION/ELEVATION WELL
 GN0401
 GN0401  HISTORY     - Date     Condition        Report By
 GN0401  HISTORY     - 1984     MONUMENTED       NGS
 GN0401
 GN0401                          STATION DESCRIPTION
 GN0401
 GN0401'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 GN0401'12.4 KM (7.7 MI) NORTH FROM ESPANOLA.
 GN0401'12.4 KM (7.7 MI) NORTHERLY ALONG U.S. HIGHWAY 285 FROM ITS JUNCTION
 GN0401'WITH STATE HIGHWAY 68 IN ESPANOLA, IN THE NORTHWEST END OF THE
 GN0401'NORTHEAST ABUTMENT OF A HIGHWAY BRIDGE OVER THE RIO GRANDE RIVER, AND
 GN0401'4.9 M (16.1 FT) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY.
 GN0401'THE MARK IS 1.2 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0872 ***********************************************************************
 FO0872  DESIGNATION -  G 438
 FO0872  PID         -  FO0872
 FO0872  STATE/COUNTY-  NM/BERNALILLO
 FO0872  USGS QUAD   -  ALAMEDA (1990)
 FO0872
 FO0872                         *CURRENT SURVEY CONTROL
 FO0872  ___________________________________________________________________
 FO0872* NAD 83(1986)-  35 12 31.     (N)    106 35 54.     (W)     SCALED    
 FO0872* NAVD 88     -      1536.209  (meters)    5040.05   (feet)  ADJUSTED  
 FO0872  ___________________________________________________________________
 FO0872  GEOID HEIGHT-         -21.00  (meters)                     GEOID03
 FO0872  DYNAMIC HT  -        1534.130 (meters)    5033.22  (feet)  COMP
 FO0872  MODELED GRAV-     979,228.0   (mgal)                       NAVD 88
 FO0872
 FO0872  VERT ORDER  -  FIRST     CLASS II
 FO0872
 FO0872.The horizontal coordinates were scaled from a topographic map and have
 FO0872.an estimated accuracy of +/- 6 seconds.
 FO0872
 FO0872.The orthometric height was determined by differential leveling
 FO0872.and adjusted by the National Geodetic Survey in June 1991..
 FO0872
 FO0872.The geoid height was determined by GEOID03.
 FO0872
 FO0872.The dynamic height is computed by dividing the NAVD 88
 FO0872.geopotential number by the normal gravity value computed on the
 FO0872.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0872.degrees latitude (g = 980.6199 gals.).
 FO0872
 FO0872.The modeled gravity was interpolated from observed gravity values.
 FO0872
 FO0872;                    North         East    Units  Estimated Accuracy
 FO0872;SPC NM C     -   466,770.      468,290.      MT  (+/- 180 meters Scaled)
 FO0872
 FO0872                          SUPERSEDED SURVEY CONTROL
 FO0872
 FO0872.No superseded survey control is available for this station.
 FO0872
 FO0872_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU545973(NAD 83)
 FO0872_MARKER: DB = BENCH MARK DISK
 FO0872_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 FO0872_SP_SET: BRIDGE ABUTMENT
 FO0872_STAMPING: G 438 1984
 FO0872_MARK LOGO: NGS   
 FO0872_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FO0872+STABILITY: POSITION/ELEVATION WELL
 FO0872
 FO0872  HISTORY     - Date     Condition        Report By
 FO0872  HISTORY     - 1984     MONUMENTED       NGS
 FO0872  HISTORY     - 20050113 MARK NOT FOUND   GEOCAC
 FO0872
 FO0872                          STATION DESCRIPTION
 FO0872
 FO0872'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FO0872'13.1 KM (8.15 MI) SW FROM BERNALILLO.
 FO0872'13.1 KM (8.15 MI) SOUTHWESTERLY ALONG THE ATCHISON TOPEKA AND SANTA FE
 FO0872'RAILROAD FROM ITS JUNCTION WITH STATE HIGHWAY 44 IN BERNALILLO, IN TOP
 FO0872'OF AND 0.1 M (0.3 FT) SOUTH OF THE NORTH END OF THE EAST CONCRETE
 FO0872'ABUTMENT OF STATE HIGHWAY 422 BRIDGE OVER THE TRACKS, AND 20.5 M
 FO0872'(67.3 FT) EAST OF THE NEAR RAIL.
 FO0872'THE MARK IS 1.3 M BELOW THE HIGHWAY.
 FO0872
 FO0872                          STATION RECOVERY (2005)
 FO0872
 FO0872'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 FO0872'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0410 ***********************************************************************
 FN0410  DESIGNATION -  G 439
 FN0410  PID         -  FN0410
 FN0410  STATE/COUNTY-  NM/SANTA FE
 FN0410  USGS QUAD   -  SANTA FE (1993)
 FN0410
 FN0410                         *CURRENT SURVEY CONTROL
 FN0410  ___________________________________________________________________
 FN0410* NAD 83(1986)-  35 41 55.     (N)    105 57 07.     (W)     SCALED    
 FN0410* NAVD 88     -      2125.168  (meters)    6972.32   (feet)  ADJUSTED  
 FN0410  ___________________________________________________________________
 FN0410  GEOID HEIGHT-         -18.45  (meters)                     GEOID03
 FN0410  DYNAMIC HT  -        2122.196 (meters)    6962.57  (feet)  COMP
 FN0410  MODELED GRAV-     979,158.1   (mgal)                       NAVD 88
 FN0410
 FN0410  VERT ORDER  -  FIRST     CLASS II
 FN0410
 FN0410.The horizontal coordinates were scaled from a topographic map and have
 FN0410.an estimated accuracy of +/- 6 seconds.
 FN0410
 FN0410.The orthometric height was determined by differential leveling
 FN0410.and adjusted by the National Geodetic Survey in June 1991..
 FN0410
 FN0410.The geoid height was determined by GEOID03.
 FN0410
 FN0410.The dynamic height is computed by dividing the NAVD 88
 FN0410.geopotential number by the normal gravity value computed on the
 FN0410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FN0410.degrees latitude (g = 980.6199 gals.).
 FN0410
 FN0410.The modeled gravity was interpolated from observed gravity values.
 FN0410
 FN0410;                    North         East    Units  Estimated Accuracy
 FN0410;SPC NM C     -   521,120.      526,970.      MT  (+/- 180 meters Scaled)
 FN0410
 FN0410                          SUPERSEDED SURVEY CONTROL
 FN0410
 FN0410.No superseded survey control is available for this station.
 FN0410
 FN0410_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV138509(NAD 83)
 FN0410_MARKER: DB = BENCH MARK DISK
 FN0410_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 FN0410_SP_SET: BRIDGE ABUTMENT
 FN0410_STAMPING: G 439 1984
 FN0410_MARK LOGO: NGS   
 FN0410_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FN0410+STABILITY: POSITION/ELEVATION WELL
 FN0410
 FN0410  HISTORY     - Date     Condition        Report By
 FN0410  HISTORY     - 1984     MONUMENTED       NGS
 FN0410
 FN0410                          STATION DESCRIPTION
 FN0410
 FN0410'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FN0410'2.4 KM (1.5 MI) NORTH FROM SANTA FE.
 FN0410'2.4 KM (1.5 MI) NORTHERLY ALONG U.S. HIGHWAY 285 (ST. FRANCIS DRIVE)
 FN0410'FROM ITS JUNCTION WITH U.S. HIGHWAY 85 (CERRILLOS ROAD) IN SANTA FE,
 FN0410'SET VERTICALLY IN THE NORTH FACE OF THE SOUTH ABUTMENT OF THE SOUTH
 FN0410'BOUND OVERPASS OF THE NORTH BOUND LANES OF CERRILLOS ROAD, 6.5 M
 FN0410'(21.3 FT) SOUTHEAST OF THE CENTERLINE OF THE NORTH BOUND LANE OF THE
 FN0410'HIGHWAY, AND 5.0 M (16.4 FT) NORTHEAST OF THE CENTER OF THE SOUTH
 FN0410'BOUND LANES OF THE HIGHWAY.
 FN0410'THE MARK IS 1.3 M ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0142 ***********************************************************************
 ER0142  DESIGNATION -  G 44
 ER0142  PID         -  ER0142
 ER0142  STATE/COUNTY-  NM/CIBOLA
 ER0142  USGS QUAD   -  FENCE LAKE (1972)
 ER0142
 ER0142                         *CURRENT SURVEY CONTROL
 ER0142  ___________________________________________________________________
 ER0142* NAD 83(1986)-  34 40 42.     (N)    108 40 39.     (W)     SCALED    
 ER0142* NAVD 88     -      2123.557  (meters)    6967.04   (feet)  ADJUSTED  
 ER0142  ___________________________________________________________________
 ER0142  GEOID HEIGHT-         -21.76  (meters)                     GEOID03
 ER0142  DYNAMIC HT  -        2120.371 (meters)    6956.58  (feet)  COMP
 ER0142  MODELED GRAV-     979,058.5   (mgal)                       NAVD 88
 ER0142
 ER0142  VERT ORDER  -  SECOND    CLASS 0
 ER0142
 ER0142.The horizontal coordinates were scaled from a topographic map and have
 ER0142.an estimated accuracy of +/- 6 seconds.
 ER0142
 ER0142.The orthometric height was determined by differential leveling
 ER0142.and adjusted by the National Geodetic Survey in June 1991..
 ER0142
 ER0142.The geoid height was determined by GEOID03.
 ER0142
 ER0142.The dynamic height is computed by dividing the NAVD 88
 ER0142.geopotential number by the normal gravity value computed on the
 ER0142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0142.degrees latitude (g = 980.6199 gals.).
 ER0142
 ER0142.The modeled gravity was interpolated from observed gravity values.
 ER0142
 ER0142;                    North         East    Units  Estimated Accuracy
 ER0142;SPC NM W     -   408,220.      752,640.      MT  (+/- 180 meters Scaled)
 ER0142
 ER0142                          SUPERSEDED SURVEY CONTROL
 ER0142
 ER0142  NGVD 29 (??/??/92) 2122.551  (m)         6963.74   (f) ADJ UNCH    2 0
 ER0142
 ER0142.Superseded values are not recommended for survey control.
 ER0142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0142.See file dsdata.txt to determine how the superseded data were derived.
 ER0142
 ER0142_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYD127398(NAD 83)
 ER0142_MARKER: DB = BENCH MARK DISK
 ER0142_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ER0142_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ER0142_STAMPING: G 44 1934
 ER0142_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0142+STABILITY: SURFACE MOTION
 ER0142
 ER0142  HISTORY     - Date     Condition        Report By
 ER0142  HISTORY     - 1934     MONUMENTED       CGS
 ER0142  HISTORY     - 1972     GOOD             NGS
 ER0142
 ER0142                          STATION DESCRIPTION
 ER0142
 ER0142'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ER0142'5.0 MI S FROM ATARQUE.
 ER0142'5.0 MILES S. ALONG SALT LAKE AND QUEMADO ROAD.  ABOUT 125 YARDS SOUTH
 ER0142'OF ROAD INTERSECTION AND ON EASTERLY ROAD, 17 FEET WEST OF EAST ROAD
 ER0142'AND 150 FEET EAST OF WEST ROAD.
 ER0142
 ER0142                          STATION RECOVERY (1972)
 ER0142
 ER0142'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 ER0142'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0397 ***********************************************************************
 GN0397  DESIGNATION -  G 440
 GN0397  PID         -  GN0397
 GN0397  STATE/COUNTY-  NM/RIO ARRIBA
 GN0397  USGS QUAD   -  SAN JUAN PUEBLO (1977)
 GN0397
 GN0397                         *CURRENT SURVEY CONTROL
 GN0397  ___________________________________________________________________
 GN0397* NAD 83(1992)-  36 01 03.36373(N)    106 05 23.21070(W)     ADJUSTED  
 GN0397* NAVD 88     -      1745.224  (meters)    5725.79   (feet)  ADJUSTED  
 GN0397  ___________________________________________________________________
 GN0397  X           -  -1,431,790.578 (meters)                     COMP
 GN0397  Y           -  -4,963,877.580 (meters)                     COMP
 GN0397  Z           -   3,730,786.488 (meters)                     COMP
 GN0397  LAPLACE CORR-           2.50  (seconds)                    DEFLEC99
 GN0397  ELLIP HEIGHT-        1726.06  (meters)          (05/26/00) GPS OBS
 GN0397  GEOID HEIGHT-         -19.13  (meters)                     GEOID03
 GN0397  DYNAMIC HT  -        1742.883 (meters)    5718.11  (feet)  COMP
 GN0397  MODELED GRAV-     979,230.7   (mgal)                       NAVD 88
 GN0397
 GN0397  HORZ ORDER  -  FIRST
 GN0397  VERT ORDER  -  FIRST     CLASS II
 GN0397  ELLP ORDER  -  SECOND    CLASS I
 GN0397
 GN0397.The horizontal coordinates were established by GPS observations
 GN0397.and adjusted by the National Geodetic Survey in May 2000..
 GN0397.No horizontal observational check was made to the station.
 GN0397
 GN0397.The orthometric height was determined by differential leveling
 GN0397.and adjusted by the National Geodetic Survey in June 1991..
 GN0397
 GN0397.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GN0397
 GN0397.The Laplace correction was computed from DEFLEC99 derived deflections.
 GN0397
 GN0397.The ellipsoidal height was determined by GPS observations
 GN0397.and is referenced to NAD 83.
 GN0397
 GN0397.The geoid height was determined by GEOID03.
 GN0397
 GN0397.The dynamic height is computed by dividing the NAVD 88
 GN0397.geopotential number by the normal gravity value computed on the
 GN0397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GN0397.degrees latitude (g = 980.6199 gals.).
 GN0397
 GN0397.The modeled gravity was interpolated from observed gravity values.
 GN0397
 GN0397;                    North         East     Units Scale Factor Converg.
 GN0397;SPC NM C     -   556,477.564   514,441.309   MT  0.99990257   +0 05 39.2
 GN0397;SPC NM C     - 1,825,710.14  1,687,796.19   sFT  0.99990257   +0 05 39.2
 GN0397;UTM  13      - 3,986,449.865   401,800.639   MT  0.99971882   -0 38 27.2
 GN0397
 GN0397!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GN0397!SPC NM C     -   0.99972917  x   0.99990257  =   0.99963177
 GN0397!UTM  13      -   0.99972917  x   0.99971882  =   0.99944807
 GN0397
 GN0397                          SUPERSEDED SURVEY CONTROL
 GN0397
 GN0397  NAVD 88 (05/26/00) 1745.22   (m)         5725.8    (f) LEVELING    3  
 GN0397
 GN0397.Superseded values are not recommended for survey control.
 GN0397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0397.See file dsdata.txt to determine how the superseded data were derived.
 GN0397
 GN0397_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV0180186450(NAD 83)
 GN0397_MARKER: F = FLANGE-ENCASED ROD
 GN0397_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GN0397_SP_SET: STAINLESS STEEL ROD
 GN0397_STAMPING: G 440 1984
 GN0397_MARK LOGO: NGS   
 GN0397_PROJECTION: FLUSH
 GN0397_MAGNETIC: N = NO MAGNETIC MATERIAL
 GN0397_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GN0397_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GN0397+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2005
 GN0397_ROD/PIPE-DEPTH: 4.3  meters
 GN0397
 GN0397  HISTORY     - Date     Condition        Report By
 GN0397  HISTORY     - 1984     MONUMENTED       NGS
 GN0397  HISTORY     - 19990402 GOOD             NGS
 GN0397  HISTORY     - 20050807 GOOD             NMHD
 GN0397
 GN0397                          STATION DESCRIPTION
 GN0397
 GN0397'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 GN0397'4.2 KM (2.6 MI) NORTH FROM ESPANOLA.
 GN0397'4.2 KM (2.6 MI) NORTHERLY ALONG U.S. HIGHWAY 285 FROM ITS JUNCTION
 GN0397'WITH STATE HIGHWAY 68 IN ESPANOLA, 30.1 M (98.8 FT) EAST OF THE
 GN0397'CENTERLINE OF THE HIGHWAY, AND 5.7 M (18.7 FT) NORTH OF THE CENTER OF
 GN0397'A PAVED ROAD (TURNING TO GRAVEL) LEADING EAST. NOTE=ACCESS TO THE
 GN0397'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 GN0397'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST AND FENCE
 GN0397'THE MARK IS 1.3 M ABOVE THE HIGHWAY.
 GN0397
 GN0397                          STATION RECOVERY (1999)
 GN0397
 GN0397'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (WAS)
 GN0397'THE STATION IS LOCATED ABOUT 2 MI (3.2 KM) NORTHWEST OF ESPANOLA, WEST
 GN0397'OF THE RIO GRANDE, IN THE RIGHT OF WAY OF US HIGHWAY 285 AND 84.
 GN0397'OWNERSHIP--NEW MEXICO STATE HIGHWAY AND TRANSPORTATION DEPARTMENT -
 GN0397'RIGHT OF WAY, TELEPHONE 800-432-4269, 1120 CERRILLOS ROAD, SANTA FE NM
 GN0397'87504.  TO REACH THE STATION FROM THE INTERSECTION OF US HIGHWAY 285
 GN0397'AND 84 AND STATE HIGHWAY 28 ON THE SOUTH SIDE OF ESPANOLA, FOLLOW
 GN0397'HIGHWAY 285/84 NORTHBOUND, IN A WESTERLY THEN NORTHERLY DIRECTION,
 GN0397'CROSSING THE RIO GRANDE, FOR 2.6 MI (4.2 KM) TO THE NORTH END OF A 0.1
 GN0397'MI (0.2 KM) LONG SECTION OF METAL GUARDRAIL AND A PAVED ACCESS ROAD
 GN0397'LEADING TO A DIRT ROAD ON THE RIGHT.  TURN RIGHT, EAST, ON THE ACCESS
 GN0397'ROAD AND GO 30 M (98.4 FT) TO THE STATION ON THE LEFT.  THE STATION IS
 GN0397'THE TOP OF A STAINLESS STEEL ROD THAT IS ACCESSED THROUGH AN ALUMINUM
 GN0397'LOGO CAP.  LOCATED 29.5 M (96.8 FT) EAST OF THE CENTERLINE OF THE
 GN0397'HIGHWAY, 5.5 M (18.0 FT) NORTH OF THE CENTERLINE OF THE PAVED ACCESS
 GN0397'ROAD AND 0.4 M (1.3 FT) WEST OF A FIBERGLASS WITNESS POST IN FENCE
 GN0397'LINE.
 GN0397
 GN0397                          STATION RECOVERY (2005)
 GN0397
 GN0397'RECOVERY NOTE BY NM HIGHWAY DEPT 2005 (WAB)
 GN0397'DESCRIPTION IS ADEQUATE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0588 ***********************************************************************
 GM0588  DESIGNATION -  G 441
 GM0588  PID         -  GM0588
 GM0588  STATE/COUNTY-  NM/TAOS
 GM0588  USGS QUAD   -  PETACA PEAK (1995)
 GM0588
 GM0588                         *CURRENT SURVEY CONTROL
 GM0588  ___________________________________________________________________
 GM0588* NAD 83(1986)-  36 37 29.     (N)    105 58 02.     (W)     SCALED    
 GM0588* NAVD 88     -      2467.354  (meters)    8094.98   (feet)  ADJUSTED  
 GM0588  ___________________________________________________________________
 GM0588  GEOID HEIGHT-         -17.18  (meters)                     GEOID03
 GM0588  DYNAMIC HT  -        2463.919 (meters)    8083.71  (feet)  COMP
 GM0588  MODELED GRAV-     979,150.1   (mgal)                       NAVD 88
 GM0588
 GM0588  VERT ORDER  -  FIRST     CLASS II
 GM0588
 GM0588.The horizontal coordinates were scaled from a topographic map and have
 GM0588.an estimated accuracy of +/- 6 seconds.
 GM0588
 GM0588.The orthometric height was determined by differential leveling
 GM0588.and adjusted by the National Geodetic Survey in June 1991..
 GM0588
 GM0588.The geoid height was determined by GEOID03.
 GM0588
 GM0588.The dynamic height is computed by dividing the NAVD 88
 GM0588.geopotential number by the normal gravity value computed on the
 GM0588.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GM0588.degrees latitude (g = 980.6199 gals.).
 GM0588
 GM0588.The modeled gravity was interpolated from observed gravity values.
 GM0588
 GM0588;                    North         East    Units  Estimated Accuracy
 GM0588;SPC NM C     -   623,870.      525,290.      MT  (+/- 180 meters Scaled)
 GM0588
 GM0588                          SUPERSEDED SURVEY CONTROL
 GM0588
 GM0588.No superseded survey control is available for this station.
 GM0588
 GM0588_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDA135536(NAD 83)
 GM0588_MARKER: I = METAL ROD
 GM0588_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 GM0588+WITH SETTING: INFORMATION.
 GM0588_SP_SET: SHALLOW-SET METAL ROD
 GM0588_STAMPING: G 441 1984
 GM0588_MARK LOGO: NGS   
 GM0588_PROJECTION: FLUSH
 GM0588_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GM0588_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GM0588+SATELLITE: SATELLITE OBSERVATIONS - September 25, 2004
 GM0588_ROD/PIPE-DEPTH: 1.9  meters
 GM0588
 GM0588  HISTORY     - Date     Condition        Report By
 GM0588  HISTORY     - 1984     MONUMENTED       NGS
 GM0588  HISTORY     - 20040925 GOOD             GEOCAC
 GM0588
 GM0588                          STATION DESCRIPTION
 GM0588
 GM0588'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 GM0588'2.2 KM (1.35 MI) SOUTH FROM TRES PIEDRAS.
 GM0588'2.2 KM (1.35 MI) SOUTHERLY ALONG U.S. HIGHWAY 285 FROM ITS JUNCTION
 GM0588'WITH U.S. HIGHWAY 64 IN TRES PIEDRAS, 0.7 KM (0.45 MI) SOUTH OF
 GM0588'MILEPOST 383, 29.6 M (97.1 FT) EAST OF THE CENTERLINE OF THE HIGHWAY,
 GM0588'AND 8.3 M (27.2 FT) SOUTH OF THE CENTER OF A CATTLE GUARD AND DIRT
 GM0588'ROAD LEADING EAST.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 GM0588'LOGO CAP.
 GM0588'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST AND FENCE
 GM0588'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 GM0588
 GM0588                          STATION RECOVERY (2004)
 GM0588
 GM0588'RECOVERY NOTE BY GEOCACHING 2004 (TWS)
 GM0588'RECOVERED IN GOOD CONDITION.  HANDHELD GPS COORDINATES N36 37 30.1,
 GM0588'W105 58 02.0.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA3132 ***********************************************************************
 AA3132  DESIGNATION -  G 442
 AA3132  PID         -  AA3132
 AA3132  STATE/COUNTY-  NM/BERNALILLO
 AA3132  USGS QUAD   -  ALAMEDA (1990)
 AA3132
 AA3132                         *CURRENT SURVEY CONTROL
 AA3132  ___________________________________________________________________
 AA3132* NAD 83(1986)-  35 10 29.     (N)    106 35 47.     (W)     SCALED    
 AA3132* NAVD 88     -      1558.400  (meters)    5112.85   (feet)  ADJUSTED  
 AA3132  ___________________________________________________________________
 AA3132  GEOID HEIGHT-         -21.02  (meters)                     GEOID03
 AA3132  DYNAMIC HT  -        1556.280 (meters)    5105.90  (feet)  COMP
 AA3132  MODELED GRAV-     979,219.9   (mgal)                       NAVD 88
 AA3132
 AA3132  VERT ORDER  -  FIRST     CLASS II
 AA3132
 AA3132.The horizontal coordinates were scaled from a topographic map and have
 AA3132.an estimated accuracy of +/- 6 seconds.
 AA3132
 AA3132.The orthometric height was determined by differential leveling
 AA3132.and adjusted by the National Geodetic Survey in April 2001..
 AA3132
 AA3132.The geoid height was determined by GEOID03.
 AA3132
 AA3132.The dynamic height is computed by dividing the NAVD 88
 AA3132.geopotential number by the normal gravity value computed on the
 AA3132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA3132.degrees latitude (g = 980.6199 gals.).
 AA3132
 AA3132.The modeled gravity was interpolated from observed gravity values.
 AA3132
 AA3132;                    North         East    Units  Estimated Accuracy
 AA3132;SPC NM C     -   463,010.      468,450.      MT  (+/- 180 meters Scaled)
 AA3132
 AA3132                          SUPERSEDED SURVEY CONTROL
 AA3132
 AA3132.No superseded survey control is available for this station.
 AA3132
 AA3132_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU546935(NAD 83)
 AA3132_MARKER: F = FLANGE-ENCASED ROD
 AA3132_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AA3132_STAMPING: G 442 1994
 AA3132_MARK LOGO: NGS   
 AA3132_PROJECTION: FLUSH
 AA3132_MAGNETIC: I = MARKER IS A STEEL ROD
 AA3132_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA3132_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA3132+SATELLITE: SATELLITE OBSERVATIONS - February 09, 1999
 AA3132_ROD/PIPE-DEPTH: 11.9 meters
 AA3132
 AA3132  HISTORY     - Date     Condition        Report By
 AA3132  HISTORY     - 1994     MONUMENTED       NGS
 AA3132  HISTORY     - 19990209 GOOD             NGS
 AA3132  HISTORY     - 20050130 GOOD             GEOCAC
 AA3132
 AA3132                          STATION DESCRIPTION
 AA3132
 AA3132'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (GAS)
 AA3132'IN ALBUQUERQUE, AT THE INTERSECTION OF PASEO DEL NORTE AND WASHINGTON
 AA3132'STREET NE, 27.9 M (91.5 FT) NORTH OF THE CENTERLINE OF THE WESTBOUND
 AA3132'LANES OF PASEO DEL NORTE, 16.1 M (52.8 FT) NORTH OF THE CENTER OF A
 AA3132'FRONTAGE ROAD, 9.6 M (31.5 FT) EAST OF THE STREET CENTER, 5.0 M (16.4
 AA3132'FT) NORTH OF A WITNESS POST, 1.9 M (6.2 FT) SOUTH OF A UTILITY POLE
 AA3132'WITH 3 GUY CABLES, AND 0.7 M (2.3 FT) ABOVE THE LEVEL OF THE STREET.
 AA3132'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 AA3132
 AA3132                          STATION RECOVERY (1999)
 AA3132
 AA3132'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 AA3132'IN ALBUQUERQUE, AT THE INTERSECTION OF PASEO DEL NORTE AND WASHINGTON
 AA3132'STREET NE, 27.9 M (91.5 FT) NORTH OF THE CENTERLINE OF THE WESTBOUND
 AA3132'LANES OF PASEO DEL NORTE, 16.1 M (52.8 FT) NORTH OF THE CENTER OF A
 AA3132'FRONTAGE ROAD, 9.6 M (31.5 FT) EAST OF THE STREET CENTER, 5.0 M (16.4
 AA3132'FT) NORTH OF A WITNESS POST, 1.9 M (6.2 FT) SOUTH OF UTILITY POLE
 AA3132'NUMBER G 12 D 112 WITH 5 GUY CABLES, AND 0.7 M (2.3 FT) ABOVE THE
 AA3132'LEVEL OF THE STREET.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 AA3132'5-INCH LOGO CAP.  THE MARK IS ON CITY STREET RIGHT-OF-WAY.
 AA3132
 AA3132                          STATION RECOVERY (2005)
 AA3132
 AA3132'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 AA3132'UPDATED COORDINATES ARE
 AA3132'35 10.485N
 AA3132'106 35.713W
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1419 ***********************************************************************
 CX1419  DESIGNATION -  G 443
 CX1419  PID         -  CX1419
 CX1419  STATE/COUNTY-  NM/DONA ANA
 CX1419  USGS QUAD   -  WHITE SANDS (1955)
 CX1419
 CX1419                         *CURRENT SURVEY CONTROL
 CX1419  ___________________________________________________________________
 CX1419* NAD 83(1986)-  32 27 13.     (N)    106 26 07.     (W)     SCALED    
 CX1419* NAVD 88     -      1221.800  (meters)    4008.52   (feet)  ADJUSTED  
 CX1419  ___________________________________________________________________
 CX1419  GEOID HEIGHT-         -23.59  (meters)                     GEOID03
 CX1419  DYNAMIC HT  -        1219.977 (meters)    4002.54  (feet)  COMP
 CX1419  MODELED GRAV-     979,104.4   (mgal)                       NAVD 88
 CX1419
 CX1419  VERT ORDER  -  FIRST     CLASS I
 CX1419
 CX1419.The horizontal coordinates were scaled from a topographic map and have
 CX1419.an estimated accuracy of +/- 6 seconds.
 CX1419
 CX1419.The orthometric height was determined by differential leveling
 CX1419.and adjusted by the National Geodetic Survey in June 1991..
 CX1419
 CX1419.The geoid height was determined by GEOID03.
 CX1419
 CX1419.The dynamic height is computed by dividing the NAVD 88
 CX1419.geopotential number by the normal gravity value computed on the
 CX1419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX1419.degrees latitude (g = 980.6199 gals.).
 CX1419
 CX1419.The modeled gravity was interpolated from observed gravity values.
 CX1419
 CX1419;                    North         East    Units  Estimated Accuracy
 CX1419;SPC NM C     -   161,180.      482,580.      MT  (+/- 180 meters Scaled)
 CX1419
 CX1419                          SUPERSEDED SURVEY CONTROL
 CX1419
 CX1419.No superseded survey control is available for this station.
 CX1419
 CX1419_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR650916(NAD 83)
 CX1419_MARKER: I = METAL ROD
 CX1419_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CX1419_SP_SET: STAINLESS STEEL ROD
 CX1419_STAMPING: G 443 1986
 CX1419_MARK LOGO: NGS   
 CX1419_PROJECTION: FLUSH
 CX1419_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CX1419_ROD/PIPE-DEPTH: 18.3 meters
 CX1419
 CX1419  HISTORY     - Date     Condition        Report By
 CX1419  HISTORY     - 1986     MONUMENTED       NGS
 CX1419
 CX1419                          STATION DESCRIPTION
 CX1419
 CX1419'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 CX1419'10.4 KM (6.45 MI) NE FROM WHITE SANDS MISSILE RANGE.
 CX1419'3.8 KM (2.35 MI) NORTHEAST OF THE INTERSECTION OF US HIGHWAY 70 AND
 CX1419'WSMR ROUTE 1, THE ROAD TO WHITE SANDS MISSILE RANGE HEADQUARTERS, 34.4
 CX1419'METERS (113 FT) WEST OF A 1-BOX CONCRETE CULVERT, 34.0 METERS (112 FT)
 CX1419'NORTHWEST OF THE CENTERLINE OF THE WESTBOUND LANE OF US HIGHWAY 70 AND
 CX1419'33.7 METERS (111 FT) NORTHEAST OF A POWER POLE NUMBER 5-107 1/2.
 CX1419'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 CX1419'THE MARK IS 2.3 METERS  SE FROM  A WITNESS POST
 CX1419'THE MARK IS 1.8 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0086 ***********************************************************************
 ER0086  DESIGNATION -  G 45
 ER0086  PID         -  ER0086
 ER0086  STATE/COUNTY-  NM/CATRON
 ER0086  USGS QUAD   -  ARMSTRONG CANYON (1972)
 ER0086
 ER0086                         *CURRENT SURVEY CONTROL
 ER0086  ___________________________________________________________________
 ER0086* NAD 83(1986)-  34 18 52.     (N)    108 34 14.     (W)     SCALED    
 ER0086* NAVD 88     -      2225.339  (meters)    7300.97   (feet)  ADJUSTED  
 ER0086  ___________________________________________________________________
 ER0086  GEOID HEIGHT-         -21.59  (meters)                     GEOID03
 ER0086  DYNAMIC HT  -        2221.927 (meters)    7289.77  (feet)  COMP
 ER0086  MODELED GRAV-     979,022.3   (mgal)                       NAVD 88
 ER0086
 ER0086  VERT ORDER  -  SECOND    CLASS 0
 ER0086
 ER0086.The horizontal coordinates were scaled from a topographic map and have
 ER0086.an estimated accuracy of +/- 6 seconds.
 ER0086
 ER0086.The orthometric height was determined by differential leveling
 ER0086.and adjusted by the National Geodetic Survey in June 1991..
 ER0086
 ER0086.The geoid height was determined by GEOID03.
 ER0086
 ER0086.The dynamic height is computed by dividing the NAVD 88
 ER0086.geopotential number by the normal gravity value computed on the
 ER0086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0086.degrees latitude (g = 980.6199 gals.).
 ER0086
 ER0086.The modeled gravity was interpolated from observed gravity values.
 ER0086
 ER0086;                    North         East    Units  Estimated Accuracy
 ER0086;SPC NM W     -   367,780.      762,150.      MT  (+/- 180 meters Scaled)
 ER0086
 ER0086                          SUPERSEDED SURVEY CONTROL
 ER0086
 ER0086  NGVD 29 (??/??/92) 2224.379  (m)         7297.82   (f) ADJ UNCH    2 0
 ER0086
 ER0086.Superseded values are not recommended for survey control.
 ER0086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0086.See file dsdata.txt to determine how the superseded data were derived.
 ER0086
 ER0086_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYC235996(NAD 83)
 ER0086_MARKER: DB = BENCH MARK DISK
 ER0086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ER0086_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ER0086_STAMPING: G 45 1934
 ER0086_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0086+STABILITY: SURFACE MOTION
 ER0086
 ER0086  HISTORY     - Date     Condition        Report By
 ER0086  HISTORY     - 1934     MONUMENTED       CGS
 ER0086  HISTORY     - 1972     MARK NOT FOUND   NGS
 ER0086
 ER0086                          STATION DESCRIPTION
 ER0086
 ER0086'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ER0086'4.7 MI W FROM QUEMADO.
 ER0086'4.7 MILES WEST ALONG U.S. HWY. 60 ON U.S. HWY. 60, ABOUT 100 YDS.
 ER0086'NORTH OF LARGE WASH, AND 25 FT. SOUTH OF CENTER LINE OF HWY.
 ER0086
 ER0086                          STATION RECOVERY (1972)
 ER0086
 ER0086'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 ER0086'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0348 ***********************************************************************
 DS0348  DESIGNATION -  G 48
 DS0348  PID         -  DS0348
 DS0348  STATE/COUNTY-  NM/OTERO
 DS0348  USGS QUAD   -  FIFTEENMILE LAKE (1982)
 DS0348
 DS0348                         *CURRENT SURVEY CONTROL
 DS0348  ___________________________________________________________________
 DS0348* NAD 83(1986)-  33 06 55.     (N)    106 18 50.     (W)     SCALED    
 DS0348* NAVD 88     -      1220.442  (meters)    4004.07   (feet)  ADJUSTED  
 DS0348  ___________________________________________________________________
 DS0348  GEOID HEIGHT-         -23.04  (meters)                     GEOID03
 DS0348  DYNAMIC HT  -        1218.686 (meters)    3998.31  (feet)  COMP
 DS0348  MODELED GRAV-     979,157.8   (mgal)                       NAVD 88
 DS0348
 DS0348  VERT ORDER  -  SECOND    CLASS 0
 DS0348
 DS0348.The horizontal coordinates were scaled from a topographic map and have
 DS0348.an estimated accuracy of +/- 6 seconds.
 DS0348
 DS0348.The orthometric height was determined by differential leveling
 DS0348.and adjusted by the National Geodetic Survey in June 1991..
 DS0348
 DS0348.The geoid height was determined by GEOID03.
 DS0348
 DS0348.The dynamic height is computed by dividing the NAVD 88
 DS0348.geopotential number by the normal gravity value computed on the
 DS0348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0348.degrees latitude (g = 980.6199 gals.).
 DS0348
 DS0348.The modeled gravity was interpolated from observed gravity values.
 DS0348
 DS0348;                    North         East    Units  Estimated Accuracy
 DS0348;SPC NM C     -   234,540.      494,040.      MT  (+/- 180 meters Scaled)
 DS0348
 DS0348                          SUPERSEDED SURVEY CONTROL
 DS0348
 DS0348  NGVD 29 (??/??/92) 1219.832  (m)         4002.07   (f) ADJ UNCH    2 0
 DS0348
 DS0348.Superseded values are not recommended for survey control.
 DS0348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0348.See file dsdata.txt to determine how the superseded data were derived.
 DS0348
 DS0348_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS774648(NAD 83)
 DS0348_MARKER: DB = BENCH MARK DISK
 DS0348_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0348_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0348_STAMPING: G 48 1934
 DS0348_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0348+STABILITY: SURFACE MOTION
 DS0348
 DS0348  HISTORY     - Date     Condition        Report By
 DS0348  HISTORY     - 1934     MONUMENTED       CGS
 DS0348  HISTORY     - 1966     GOOD             NGS
 DS0348
 DS0348                          STATION DESCRIPTION
 DS0348
 DS0348'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 DS0348'10.5 MI E FROM RHODES CANYON RANGE CENTER.
 DS0348'ABOUT 10.5 MILES EAST ALONG WHITE SANDS MISSILE RANGE ROUTE 6 FROM THE
 DS0348'HEADQUARTERS BUILDING AT RHODES CANYON RANGE CENTER, 0.6 MILE EAST OF
 DS0348'THE CROSSING OF THE ROAD AND A TELEPHONE LINE, 81 FEET SOUTH OF THE
 DS0348'CENTER LINE OF THE ROAD, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP
 DS0348'OF A CONCRETE POST PROJECTING 8 INCHES.  S 8, T 14 S, R 7 E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0819 ***********************************************************************
 DS0819  DESIGNATION -  G 49
 DS0819  PID         -  DS0819
 DS0819  STATE/COUNTY-  NM/SIERRA
 DS0819  USGS QUAD   -  ENGLE (1985)
 DS0819
 DS0819                         *CURRENT SURVEY CONTROL
 DS0819  ___________________________________________________________________
 DS0819* NAD 83(1986)-  33 10 42.     (N)    107 01 51.     (W)     SCALED    
 DS0819* NAVD 88     -      1455.121  (meters)    4774.01   (feet)  ADJUSTED  
 DS0819  ___________________________________________________________________
 DS0819  GEOID HEIGHT-         -22.92  (meters)                     GEOID03
 DS0819  DYNAMIC HT  -        1452.997 (meters)    4767.04  (feet)  COMP
 DS0819  MODELED GRAV-     979,126.3   (mgal)                       NAVD 88
 DS0819
 DS0819  VERT ORDER  -  FIRST     CLASS II
 DS0819
 DS0819.The horizontal coordinates were scaled from a topographic map and have
 DS0819.an estimated accuracy of +/- 6 seconds.
 DS0819
 DS0819.The orthometric height was determined by differential leveling
 DS0819.and adjusted by the National Geodetic Survey in June 1991..
 DS0819
 DS0819.The geoid height was determined by GEOID03.
 DS0819
 DS0819.The dynamic height is computed by dividing the NAVD 88
 DS0819.geopotential number by the normal gravity value computed on the
 DS0819.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0819.degrees latitude (g = 980.6199 gals.).
 DS0819
 DS0819.The modeled gravity was interpolated from observed gravity values.
 DS0819
 DS0819;                    North         East    Units  Estimated Accuracy
 DS0819;SPC NM W     -   241,820.      904,840.      MT  (+/- 180 meters Scaled)
 DS0819
 DS0819                          SUPERSEDED SURVEY CONTROL
 DS0819
 DS0819  NGVD 29 (??/??/92) 1454.476  (m)         4771.89   (f) ADJ UNCH    1 2
 DS0819
 DS0819.Superseded values are not recommended for survey control.
 DS0819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0819.See file dsdata.txt to determine how the superseded data were derived.
 DS0819
 DS0819_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS106728(NAD 83)
 DS0819_MARKER: DB = BENCH MARK DISK
 DS0819_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0819_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0819_STAMPING: G 49 1934
 DS0819_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0819+STABILITY: SURFACE MOTION
 DS0819
 DS0819  HISTORY     - Date     Condition        Report By
 DS0819  HISTORY     - 1934     MONUMENTED       CGS
 DS0819  HISTORY     - 1952     GOOD             NGS
 DS0819  HISTORY     - 1980     MARK NOT FOUND   USGS
 DS0819
 DS0819                          STATION DESCRIPTION
 DS0819
 DS0819'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DS0819'IN ENGLE.
 DS0819'AT ENGLE, 105.7 FEET SOUTH OF THE SOUTHEAST CORNER OF THE ATCHISON,
 DS0819'TOPEKA AND SANTA FE RAILROAD STATION, 33.5 FEET EAST OF THE EAST RAIL
 DS0819'OF THE MAIN TRACK, 22.4 FEET WEST OF THE WEST RAIL OF A SIDE TRACK, 1
 DS0819'FOOT SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 DS0819'PROJECTS 0.7 FOOT ABOVE THE GROUND.
 DS0819
 DS0819                          STATION RECOVERY (1980)
 DS0819
 DS0819'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 DS0819'BM SITE CLEANED OF WEADS BY A ROAD GRADER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0359 ***********************************************************************
 EP0359  DESIGNATION -  G 5
 EP0359  PID         -  EP0359
 EP0359  STATE/COUNTY-  NM/TORRANCE
 EP0359  USGS QUAD   -  NEGRA (1978)
 EP0359
 EP0359                         *CURRENT SURVEY CONTROL
 EP0359  ___________________________________________________________________
 EP0359* NAD 83(1986)-  34 38 55.     (N)    105 36 18.     (W)     SCALED    
 EP0359* NAVD 88     -      1920.106  (meters)    6299.55   (feet)  ADJUSTED  
 EP0359  ___________________________________________________________________
 EP0359  GEOID HEIGHT-         -19.75  (meters)                     GEOID03
 EP0359  DYNAMIC HT  -        1917.390 (meters)    6290.64  (feet)  COMP
 EP0359  MODELED GRAV-     979,151.5   (mgal)                       NAVD 88
 EP0359
 EP0359  VERT ORDER  -  FIRST     CLASS II
 EP0359
 EP0359.The horizontal coordinates were scaled from a topographic map and have
 EP0359.an estimated accuracy of +/- 6 seconds.
 EP0359
 EP0359.The orthometric height was determined by differential leveling
 EP0359.and adjusted by the National Geodetic Survey in June 1991..
 EP0359
 EP0359.The geoid height was determined by GEOID03.
 EP0359
 EP0359.The dynamic height is computed by dividing the NAVD 88
 EP0359.geopotential number by the normal gravity value computed on the
 EP0359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EP0359.degrees latitude (g = 980.6199 gals.).
 EP0359
 EP0359.The modeled gravity was interpolated from observed gravity values.
 EP0359
 EP0359;                    North         East    Units  Estimated Accuracy
 EP0359;SPC NM C     -   404,790.      559,130.      MT  (+/- 180 meters Scaled)
 EP0359
 EP0359                          SUPERSEDED SURVEY CONTROL
 EP0359
 EP0359  NGVD 29 (??/??/92) 1919.296  (m)         6296.89   (f) ADJ UNCH    1 2
 EP0359
 EP0359.Superseded values are not recommended for survey control.
 EP0359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EP0359.See file dsdata.txt to determine how the superseded data were derived.
 EP0359
 EP0359_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDU445342(NAD 83)
 EP0359_MARKER: DB = BENCH MARK DISK
 EP0359_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EP0359_SP_SET: ABUTMENT
 EP0359_STAMPING: G 5 1911
 EP0359_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EP0359
 EP0359  HISTORY     - Date     Condition        Report By
 EP0359  HISTORY     - 1911     MONUMENTED       CGS
 EP0359  HISTORY     - 1958     GOOD             NGS
 EP0359
 EP0359                          STATION DESCRIPTION
 EP0359
 EP0359'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 EP0359'8.9 MI W FROM ENCINO.
 EP0359'ABOUT 8.9 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 EP0359'FROM THE STATION AT ENCINO, 14 1/2 POLES NORTHEAST OF MILEPOST 813, IN
 EP0359'THE TOP OF THE NORTHWEST END OF THE NORTHEAST CONCRETE ABUTMENT OF THE
 EP0359'1ST BRIDGE SOUTHWEST OF MILEPOST 812, 7 FEET NORTHWEST OF THE
 EP0359'NORTHWEST RAIL, AND ABOUT 3 FEET BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1223 ***********************************************************************
 FO1223  DESIGNATION -  G 5
 FO1223  PID         -  FO1223
 FO1223  STATE/COUNTY-  NM/BERNALILLO
 FO1223  USGS QUAD   -  ALBUQUERQUE EAST (1990)
 FO1223
 FO1223                         *CURRENT SURVEY CONTROL
 FO1223  ___________________________________________________________________
 FO1223* NAD 83(1992)-  35 03 29.50383(N)    106 35 26.24610(W)     ADJUSTED  
 FO1223* NAVD 88     -      1628.33   (+/-2cm)    5342.3    (feet)  VERTCON   
 FO1223  ___________________________________________________________________
 FO1223  LAPLACE CORR-           8.90  (seconds)                    DEFLEC99
 FO1223  GEOID HEIGHT-         -21.06  (meters)                     GEOID03
 FO1223
 FO1223  HORZ ORDER  -  SECOND
 FO1223  VERT ORDER  -  THIRD ? (See Below)
 FO1223
 FO1223.The horizontal coordinates were established by classical geodetic methods
 FO1223.and adjusted by the National Geodetic Survey in December 1993..
 FO1223
 FO1223.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1223.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1223.The vertical order pertains to the NGVD 29 superseded value.
 FO1223
 FO1223.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1223
 FO1223.The geoid height was determined by GEOID03.
 FO1223
 FO1223;                    North         East     Units Scale Factor Converg.
 FO1223;SPC NM C     -   450,082.895   468,930.142   MT  0.99991189   -0 11 44.4
 FO1223;SPC NM C     - 1,476,646.96  1,538,481.64   sFT  0.99991189   -0 11 44.4
 FO1223;UTM  13      - 3,880,653.457   354,949.384   MT  0.99985930   -0 54 49.8
 FO1223
 FO1223!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1223!SPC NM C     -   0.99974778  x   0.99991189  =   0.99965969
 FO1223!UTM  13      -   0.99974778  x   0.99985930  =   0.99960711
 FO1223
 FO1223|---------------------------------------------------------------------|
 FO1223| PID    Reference Object                     Distance      Geod. Az  |
 FO1223|                                                           dddmmss.s |
 FO1223| FO1246 SAN MATEO BOS                       379.484 METERS 09119     |
 FO1223|---------------------------------------------------------------------|
 FO1223
 FO1223                          SUPERSEDED SURVEY CONTROL
 FO1223
 FO1223  NAD 83(1986)-  35 03 29.50947(N)    106 35 26.24715(W) AD(       ) 2
 FO1223  NAD 27      -  35 03 29.33930(N)    106 35 24.16085(W) AD(       ) 2
 FO1223  NGVD 29 (07/19/86) 1627.49   (m)         5339.5    (f) LEVELING    3  
 FO1223
 FO1223.Superseded values are not recommended for survey control.
 FO1223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1223.See file dsdata.txt to determine how the superseded data were derived.
 FO1223
 FO1223_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU5494980653(NAD 83)
 FO1223_MARKER: DD = SURVEY DISK
 FO1223_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FO1223_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FO1223_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO1223+STABILITY: SURFACE MOTION
 FO1223
 FO1223  HISTORY     - Date     Condition        Report By
 FO1223  HISTORY     - 1969     MONUMENTED       NMHD
 FO1223  HISTORY     - 20041221 MARK NOT FOUND   GEOCAC
 FO1223
 FO1223                          STATION DESCRIPTION
 FO1223
 FO1223'DESCRIBED BY NM HIGHWAY DEPT 1969 (SRC)
 FO1223'THE STATION IS LOCATED ON GIBSON BLVD. AT THE INTERSECTION
 FO1223'OF GIBSON BLVD AND JACKSON STREET.
 FO1223'
 FO1223'TO REACH THE STATION FROM THE INTERSECTION OF CENTRAL AND
 FO1223'THE RAILROAD TRACKS (DOWNTOWN ALBUQUERQUE) GO EAST ON CENTRAL
 FO1223'(U.S.-66) FOR 0.6 MILE AND TURN SOUTH ON LOCUST STREET.  GO SOUTH
 FO1223'ON LOCUST FOR 0.3 MILE AND ENTER THE I-25 SOUTH-BOUND.  TRAVEL
 FO1223'SOUTH ON I-25 FOR 1.30 MILE AND TAKE THE MILES ROAD-EAST
 FO1223'EXIT.  AFTER ENTERING MILES ROAD CONTINUE EAST FOR APPROXIMATELY
 FO1223'0.47 MILE.  CONTINUE EAST ON THE MAJOR STREET WHICH CHANGES
 FO1223'TO GIBSON FOR APPROXIMATELY 2.25 MILES TO THE INTERSECTION
 FO1223'OF GIBSON BLVD AND JACKSON STREET.  THE STATION IS
 FO1223'APPROXIMATELY 45 FT EAST OF THE WEST MEDIAN NOSE AND 2 FT NORTH
 FO1223'OF THE SOUTH MEDIAN CURB ON GIBSON AND THE EAST SIDE OF THE
 FO1223'INTERSECTION OF GIBSON BLVD. AND JACKSON STREET.
 FO1223'
 FO1223'THE MONUMENT IS A STANDARD STATE HIGHWAY COMMISSION DISK
 FO1223'STAMPED STA. G-5, AND IS FLUSH WITH THE GROUND.
 FO1223'
 FO1223'FOR THE INFORMATION TO THE STATIONS G-3, SAN MATEO B.O.S.
 FO1223'AND G-6, SEE THE TRAVERSE DESCRIPTION SHEETS FOR G-3, G-6,
 FO1223'AND SAN MATEO B.O.S.
 FO1223
 FO1223                          STATION RECOVERY (2004)
 FO1223
 FO1223'RECOVERY NOTE BY GEOCACHING 2004 (BMC)
 FO1223'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0015 ***********************************************************************
 DS0015  DESIGNATION -  G 50
 DS0015  PID         -  DS0015
 DS0015  STATE/COUNTY-  NM/SOCORRO
 DS0015  USGS QUAD   -  BROKEN BACK CRATER (1981)
 DS0015
 DS0015                         *CURRENT SURVEY CONTROL
 DS0015  ___________________________________________________________________
 DS0015* NAD 83(1986)-  33 45 30.     (N)    106 06 56.     (W)     SCALED    
 DS0015* NAVD 88     -      1711.704  (meters)    5615.82   (feet)  ADJUSTED  
 DS0015  ___________________________________________________________________
 DS0015  GEOID HEIGHT-         -20.93  (meters)                     GEOID03
 DS0015  DYNAMIC HT  -        1709.191 (meters)    5607.57  (feet)  COMP
 DS0015  MODELED GRAV-     979,107.7   (mgal)                       NAVD 88
 DS0015
 DS0015  VERT ORDER  -  FIRST     CLASS II
 DS0015
 DS0015.The horizontal coordinates were scaled from a topographic map and have
 DS0015.an estimated accuracy of +/- 6 seconds.
 DS0015
 DS0015.The orthometric height was determined by differential leveling
 DS0015.and adjusted by the National Geodetic Survey in June 1991..
 DS0015
 DS0015.The geoid height was determined by GEOID03.
 DS0015
 DS0015.The dynamic height is computed by dividing the NAVD 88
 DS0015.geopotential number by the normal gravity value computed on the
 DS0015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0015.degrees latitude (g = 980.6199 gals.).
 DS0015
 DS0015.The modeled gravity was interpolated from observed gravity values.
 DS0015
 DS0015;                    North         East    Units  Estimated Accuracy
 DS0015;SPC NM C     -   305,860.      512,450.      MT  (+/- 180 meters Scaled)
 DS0015
 DS0015                          SUPERSEDED SURVEY CONTROL
 DS0015
 DS0015  NGVD 29 (??/??/92) 1710.963  (m)         5613.38   (f) ADJ UNCH    1 2
 DS0015
 DS0015.Superseded values are not recommended for survey control.
 DS0015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0015.See file dsdata.txt to determine how the superseded data were derived.
 DS0015
 DS0015_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT966359(NAD 83)
 DS0015_MARKER: DB = BENCH MARK DISK
 DS0015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0015_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0015_STAMPING: G 50 1934
 DS0015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0015+STABILITY: SURFACE MOTION
 DS0015
 DS0015  HISTORY     - Date     Condition        Report By
 DS0015  HISTORY     - 1934     MONUMENTED       CGS
 DS0015  HISTORY     - 1969     GOOD             NGS
 DS0015
 DS0015                          STATION DESCRIPTION
 DS0015
 DS0015'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 DS0015'18.15 MI NW FROM CARRIZOZO.
 DS0015'ABOUT 0.45 MILE NORTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 DS0015'THE STATION AT CARRIZOZO, THENCE 17.7 MILES NORTHWEST ALONG U.S.
 DS0015'HIGHWAY 380, 0.35 MILE NORTH OF A STEEL WINDMILL AND A WATER TANK, 45
 DS0015'YARDS EAST OF THE CENTER OF A DEEP RAVINE, 32 FEET SOUTH OF THE CENTER
 DS0015'LINE OF THE HIGHWAY, 138 FEET NORTHWEST OF A POWER POLE WHICH IS
 DS0015'BRACED BY 2 GUY WIRES, 14 FEET NORTH OF A FENCE, 1.0 FOOT WEST OF A
 DS0015'METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP
 DS0015'OF A CONCRETE POST WHICH PROJECTS 7 INCHES ABOVE THE SURFACE OF THE
 DS0015'GROUND.  SEC 28, T 6S, R 8E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0338 ***********************************************************************
 EP0338  DESIGNATION -  G 51
 EP0338  PID         -  EP0338
 EP0338  STATE/COUNTY-  NM/TORRANCE
 EP0338  USGS QUAD   -  CEDARVALE (1995)
 EP0338
 EP0338                         *CURRENT SURVEY CONTROL
 EP0338  ___________________________________________________________________
 EP0338* NAD 83(1986)-  34 19 59.     (N)    105 39 49.     (W)     SCALED    
 EP0338* NAVD 88     -      1971.974  (meters)    6469.72   (feet)  ADJUSTED  
 EP0338  ___________________________________________________________________
 EP0338  GEOID HEIGHT-         -19.92  (meters)                     GEOID03
 EP0338  DYNAMIC HT  -        1969.108 (meters)    6460.32  (feet)  COMP
 EP0338  MODELED GRAV-     979,111.0   (mgal)                       NAVD 88
 EP0338
 EP0338  VERT ORDER  -  SECOND    CLASS 0
 EP0338
 EP0338.The horizontal coordinates were scaled from a topographic map and have
 EP0338.an estimated accuracy of +/- 6 seconds.
 EP0338
 EP0338.The orthometric height was determined by differential leveling
 EP0338.and adjusted by the National Geodetic Survey in June 1991..
 EP0338
 EP0338.The geoid height was determined by GEOID03.
 EP0338
 EP0338.The dynamic height is computed by dividing the NAVD 88
 EP0338.geopotential number by the normal gravity value computed on the
 EP0338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EP0338.degrees latitude (g = 980.6199 gals.).
 EP0338
 EP0338.The modeled gravity was interpolated from observed gravity values.
 EP0338
 EP0338;                    North         East    Units  Estimated Accuracy
 EP0338;SPC NM C     -   369,750.      553,960.      MT  (+/- 180 meters Scaled)
 EP0338
 EP0338                          SUPERSEDED SURVEY CONTROL
 EP0338
 EP0338  NGVD 29 (??/??/92) 1971.128  (m)         6466.94   (f) ADJ UNCH    2 0
 EP0338
 EP0338.Superseded values are not recommended for survey control.
 EP0338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EP0338.See file dsdata.txt to determine how the superseded data were derived.
 EP0338
 EP0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDT389992(NAD 83)
 EP0338_MARKER: DB = BENCH MARK DISK
 EP0338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EP0338_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EP0338_STAMPING: G 51 1934
 EP0338_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EP0338+STABILITY: SURFACE MOTION
 EP0338
 EP0338  HISTORY     - Date     Condition        Report By
 EP0338  HISTORY     - 1934     MONUMENTED       CGS
 EP0338  HISTORY     - 1975     GOOD             USGS
 EP0338
 EP0338                          STATION DESCRIPTION
 EP0338
 EP0338'DESCRIBED BY US GEOLOGICAL SURVEY 1975
 EP0338'2.8 MI SE FROM CEDARVALE.
 EP0338'CEDARVALE.  2.8 MI. SE OF.  ALONG STATE HWY. 42.  THENCE 0.2 MI.
 EP0338'WEST, 1.0 MI. S. ALONG A DIRT ROAD, NEAR SECTION CORNERS 2, 3, 10, 11
 EP0338'T.1 N., R.12 E.  100 YDS. NE OF AN OLD HOUSE, 37 YDS. NE OF A
 EP0338'WINDMILL, 33 FT. W. OF THE CENTER OF THE ROAD.  A STANDARD TABLET
 EP0338'STAMPED, G 51 1934, SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0042 ***********************************************************************
 EQ0042  DESIGNATION -  G 52
 EQ0042  PID         -  EQ0042
 EQ0042  STATE/COUNTY-  NM/TORRANCE
 EQ0042  USGS QUAD   -  MORIARTY SOUTH (1986)
 EQ0042
 EQ0042                         *CURRENT SURVEY CONTROL
 EQ0042  ___________________________________________________________________
 EQ0042* NAD 83(1986)-  34 55 47.     (N)    106 03 04.     (W)     SCALED    
 EQ0042* NAVD 88     -      1885.576  (meters)    6186.26   (feet)  ADJUSTED  
 EQ0042  ___________________________________________________________________
 EQ0042  GEOID HEIGHT-         -19.61  (meters)                     GEOID03
 EQ0042  DYNAMIC HT  -        1882.926 (meters)    6177.57  (feet)  COMP
 EQ0042  MODELED GRAV-     979,161.6   (mgal)                       NAVD 88
 EQ0042
 EQ0042  VERT ORDER  -  SECOND    CLASS 0
 EQ0042
 EQ0042.The horizontal coordinates were scaled from a topographic map and have
 EQ0042.an estimated accuracy of +/- 6 seconds.
 EQ0042
 EQ0042.The orthometric height was determined by differential leveling
 EQ0042.and adjusted by the National Geodetic Survey in June 1991..
 EQ0042
 EQ0042.The geoid height was determined by GEOID03.
 EQ0042
 EQ0042.The dynamic height is computed by dividing the NAVD 88
 EQ0042.geopotential number by the normal gravity value computed on the
 EQ0042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0042.degrees latitude (g = 980.6199 gals.).
 EQ0042
 EQ0042.The modeled gravity was interpolated from observed gravity values.
 EQ0042
 EQ0042;                    North         East    Units  Estimated Accuracy
 EQ0042;SPC NM C     -   435,800.      518,170.      MT  (+/- 180 meters Scaled)
 EQ0042
 EQ0042                          SUPERSEDED SURVEY CONTROL
 EQ0042
 EQ0042  NGVD 29 (??/??/92) 1884.713  (m)         6183.43   (f) ADJ UNCH    2 0
 EQ0042
 EQ0042.Superseded values are not recommended for survey control.
 EQ0042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0042.See file dsdata.txt to determine how the superseded data were derived.
 EQ0042
 EQ0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDU040657(NAD 83)
 EQ0042_MARKER: DB = BENCH MARK DISK
 EQ0042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EQ0042_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EQ0042_STAMPING: G 52 1934
 EQ0042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EQ0042+STABILITY: SURFACE MOTION
 EQ0042
 EQ0042  HISTORY     - Date     Condition        Report By
 EQ0042  HISTORY     - 1934     MONUMENTED       CGS
 EQ0042  HISTORY     - 1954     GOOD             USGS
 EQ0042
 EQ0042                          STATION DESCRIPTION
 EQ0042
 EQ0042'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 EQ0042'4.0 MI S FROM MORIARTY.
 EQ0042'MORIARTY POST OFFICE, 4.0 MILES S. FROM ALONG THE RAILROAD.  1200 FT.
 EQ0042'N. OF A T-JUNCTION OF STATE HWY. 41 AND A SECONDARY ROAD.  80 FT. W.
 EQ0042'OF THE HWY.  43 FT. E. OF THE CENTERLINE OF THE TRACK.  IN A CONCRETE
 EQ0042'POST.  STANDARD U.S.C. AND G.S. DISK STAMPED G 52 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0363 ***********************************************************************
 FO0363  DESIGNATION -  G 53
 FO0363  PID         -  FO0363
 FO0363  STATE/COUNTY-  NM/BERNALILLO
 FO0363  USGS QUAD   -  ALBUQUERQUE EAST (1990)
 FO0363
 FO0363                         *CURRENT SURVEY CONTROL
 FO0363  ___________________________________________________________________
 FO0363* NAD 83(1986)-  35 04 52.     (N)    106 36 47.     (W)     SCALED    
 FO0363* NAVD 88     -      1583.064  (meters)    5193.77   (feet)  ADJUSTED  
 FO0363  ___________________________________________________________________
 FO0363  GEOID HEIGHT-         -21.17  (meters)                     GEOID03
 FO0363  DYNAMIC HT  -        1580.886 (meters)    5186.62  (feet)  COMP
 FO0363  MODELED GRAV-     979,203.8   (mgal)                       NAVD 88
 FO0363
 FO0363  VERT ORDER  -  FIRST     CLASS II
 FO0363
 FO0363.The horizontal coordinates were scaled from a topographic map and have
 FO0363.an estimated accuracy of +/- 6 seconds.
 FO0363
 FO0363.The orthometric height was determined by differential leveling
 FO0363.and adjusted by the National Geodetic Survey in June 1991..
 FO0363
 FO0363.The geoid height was determined by GEOID03.
 FO0363
 FO0363.The dynamic height is computed by dividing the NAVD 88
 FO0363.geopotential number by the normal gravity value computed on the
 FO0363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0363.degrees latitude (g = 980.6199 gals.).
 FO0363
 FO0363.The modeled gravity was interpolated from observed gravity values.
 FO0363
 FO0363;                    North         East    Units  Estimated Accuracy
 FO0363;SPC NM C     -   452,630.      466,890.      MT  (+/- 180 meters Scaled)
 FO0363
 FO0363                          SUPERSEDED SURVEY CONTROL
 FO0363
 FO0363  NGVD 29 (??/??/92) 1582.235  (m)         5191.05   (f) ADJ UNCH    1 2
 FO0363
 FO0363.Superseded values are not recommended for survey control.
 FO0363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0363.See file dsdata.txt to determine how the superseded data were derived.
 FO0363
 FO0363_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU529832(NAD 83)
 FO0363_MARKER: DB = BENCH MARK DISK
 FO0363_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FO0363_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FO0363_STAMPING: G 53 1934
 FO0363_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO0363+STABILITY: SURFACE MOTION
 FO0363
 FO0363  HISTORY     - Date     Condition        Report By
 FO0363  HISTORY     - 1934     MONUMENTED       CGS
 FO0363  HISTORY     - 1951     GOOD             NGS
 FO0363  HISTORY     - 20041025 MARK NOT FOUND   GEOCAC
 FO0363
 FO0363                          STATION DESCRIPTION
 FO0363
 FO0363'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 FO0363'2.1 MI E FROM ALBUQUERQUE.
 FO0363'2.1 MILES EAST ALONG EAST CENTRAL AVENUE FROM THE EAST CENTRAL AVENUE
 FO0363'VIADUCT AT ALBUQUERQUE, AT ITS INTERSECTION WITH NORTH GIRARD AVENUE,
 FO0363'56 FEET WEST OF THE WEST CURB OF NORTH GIRARD AVENUE, 8.7 FEET NORTH
 FO0363'OF THE CURB OF EAST CENTRAL AVENUE, 40 FEET WEST OF A FIRE HYDRANT,
 FO0363'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.8 FOOT ABOVE THE
 FO0363'GROUND.
 FO0363
 FO0363                          STATION RECOVERY (2004)
 FO0363
 FO0363'RECOVERY NOTE BY GEOCACHING 2004 (BMC)
 FO0363'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0614 ***********************************************************************
 GL0614  DESIGNATION -  G 54
 GL0614  PID         -  GL0614
 GL0614  STATE/COUNTY-  NM/UNION
 GL0614  USGS QUAD   -  CLAYTON (1970)
 GL0614
 GL0614                         *CURRENT SURVEY CONTROL
 GL0614  ___________________________________________________________________
 GL0614* NAD 83(1986)-  36 28 14.     (N)    103 13 18.     (W)     SCALED    
 GL0614* NAVD 88     -      1566.468  (meters)    5139.32   (feet)  ADJUSTED  
 GL0614  ___________________________________________________________________
 GL0614  GEOID HEIGHT-         -21.87  (meters)                     GEOID03
 GL0614  DYNAMIC HT  -        1564.608 (meters)    5133.22  (feet)  COMP
 GL0614  MODELED GRAV-     979,388.8   (mgal)                       NAVD 88
 GL0614
 GL0614  VERT ORDER  -  FIRST     CLASS II
 GL0614
 GL0614.The horizontal coordinates were scaled from a topographic map and have
 GL0614.an estimated accuracy of +/- 6 seconds.
 GL0614
 GL0614.The orthometric height was determined by differential leveling
 GL0614.and adjusted by the National Geodetic Survey in June 1991..
 GL0614.WARNING-Repeat measurements at this control monument indicate possible
 GL0614.vertical movement.
 GL0614
 GL0614.The geoid height was determined by GEOID03.
 GL0614
 GL0614.The dynamic height is computed by dividing the NAVD 88
 GL0614.geopotential number by the normal gravity value computed on the
 GL0614.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0614.degrees latitude (g = 980.6199 gals.).
 GL0614
 GL0614.The modeled gravity was interpolated from observed gravity values.
 GL0614
 GL0614;                    North         East    Units  Estimated Accuracy
 GL0614;SPC NM E     -   607,300.      264,630.      MT  (+/- 180 meters Scaled)
 GL0614
 GL0614                          SUPERSEDED SURVEY CONTROL
 GL0614
 GL0614  NGVD 29 (??/??/92) 1565.723  (m)         5136.88   (f) ADJ UNCH    1 2
 GL0614
 GL0614.Superseded values are not recommended for survey control.
 GL0614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0614.See file dsdata.txt to determine how the superseded data were derived.
 GL0614
 GL0614_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA593376(NAD 83)
 GL0614_MARKER: DB = BENCH MARK DISK
 GL0614_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0614_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0614_STAMPING: G 54 1934
 GL0614_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0614+STABILITY: SURFACE MOTION
 GL0614_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GL0614+SATELLITE: SATELLITE OBSERVATIONS - August 09, 2005
 GL0614
 GL0614  HISTORY     - Date     Condition        Report By
 GL0614  HISTORY     - 1934     MONUMENTED       CGS
 GL0614  HISTORY     - 1955     GOOD             NGS
 GL0614  HISTORY     - 1958     MARK NOT FOUND   USGS
 GL0614  HISTORY     - 20040806 GOOD             USPSQD
 GL0614  HISTORY     - 20050809 GOOD             USPSQD
 GL0614
 GL0614                          STATION DESCRIPTION
 GL0614
 GL0614'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GL0614'2.6 MI W FROM CLAYTON.
 GL0614'2.6 MILES WEST ALONG THE COLORADO AND SOUTHERN RAILROAD FROM THE
 GL0614'STATION AT CLAYTON, 115 FEET NORTH OF A FENCE, 42.5 FEET SOUTH OF THE
 GL0614'SOUTH RAIL, 33 FEET SOUTH OF MILEPOST 335, 21 FEET WEST OF A TELEPHONE
 GL0614'POLE, 3 FEET EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 GL0614'WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
 GL0614
 GL0614                          STATION RECOVERY (1958)
 GL0614
 GL0614'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 GL0614'MARK NOT FOUND.
 GL0614
 GL0614                          STATION RECOVERY (2004)
 GL0614
 GL0614'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 GL0614'G 54 PAINTED ON HIGHWAY. STAKE AT THE MARK.
 GL0614
 GL0614                          STATION RECOVERY (2005)
 GL0614
 GL0614'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 GL0614'FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1088 ***********************************************************************
 GL1088  DESIGNATION -  G 55
 GL1088  PID         -  GL1088
 GL1088  STATE/COUNTY-  NM/UNION
 GL1088  USGS QUAD   -  FOLSOM (1972)
 GL1088
 GL1088                         *CURRENT SURVEY CONTROL
 GL1088  ___________________________________________________________________
 GL1088* NAD 83(1986)-  36 45 40.     (N)    103 52 54.     (W)     SCALED    
 GL1088* NAVD 88     -      2046.043  (meters)    6712.73   (feet)  ADJUSTED  
 GL1088  ___________________________________________________________________
 GL1088  GEOID HEIGHT-         -19.07  (meters)                     GEOID03
 GL1088  DYNAMIC HT  -        2043.482 (meters)    6704.32  (feet)  COMP
 GL1088  MODELED GRAV-     979,306.0   (mgal)                       NAVD 88
 GL1088
 GL1088  VERT ORDER  -  FIRST     CLASS II
 GL1088
 GL1088.The horizontal coordinates were scaled from a topographic map and have
 GL1088.an estimated accuracy of +/- 6 seconds.
 GL1088
 GL1088.The orthometric height was determined by differential leveling
 GL1088.and adjusted by the National Geodetic Survey in June 1991..
 GL1088.WARNING-Repeat measurements at this control monument indicate possible
 GL1088.vertical movement.
 GL1088
 GL1088.The geoid height was determined by GEOID03.
 GL1088
 GL1088.The dynamic height is computed by dividing the NAVD 88
 GL1088.geopotential number by the normal gravity value computed on the
 GL1088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL1088.degrees latitude (g = 980.6199 gals.).
 GL1088
 GL1088.The modeled gravity was interpolated from observed gravity values.
 GL1088
 GL1088;                    North         East    Units  Estimated Accuracy
 GL1088;SPC NM E     -   639,060.      205,330.      MT  (+/- 180 meters Scaled)
 GL1088
 GL1088                          SUPERSEDED SURVEY CONTROL
 GL1088
 GL1088  NGVD 29 (??/??/92) 2045.064  (m)         6709.51   (f) ADJ UNCH    1 2
 GL1088
 GL1088.Superseded values are not recommended for survey control.
 GL1088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1088.See file dsdata.txt to determine how the superseded data were derived.
 GL1088
 GL1088_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEA998689(NAD 83)
 GL1088_MARKER: DB = BENCH MARK DISK
 GL1088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL1088_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL1088_STAMPING: G 55 1934
 GL1088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL1088+STABILITY: SURFACE MOTION
 GL1088_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GL1088+SATELLITE: SATELLITE OBSERVATIONS - August 10, 2005
 GL1088
 GL1088  HISTORY     - Date     Condition        Report By
 GL1088  HISTORY     - 1934     MONUMENTED       CGS
 GL1088  HISTORY     - 1955     GOOD             NGS
 GL1088  HISTORY     - 20050810 GOOD             USPSQD
 GL1088
 GL1088                          STATION DESCRIPTION
 GL1088
 GL1088'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GL1088'3.05 MI W FROM DES MOINES.
 GL1088'2.7 MILES WEST ALONG U.S. HIGHWAYS 64 AND 87 FROM THE POST OFFICE AT
 GL1088'DES MOINES, THENCE 0.35 MILE NORTH ALONG A GRADED DIRT ROAD, 35 FEET
 GL1088'NORTH OF THE CENTER LINE OF THE OLD ATCHISON, TOPEKA AND SANTA FE
 GL1088'RAILROAD GRADE, 2 POLES EAST OF OLD MILEPOST 42, 106 FEET WEST OF A
 GL1088'FENCE, 89 FEET WEST OF THE CENTER LINE OF A GRADED DIRT ROAD, 6 FEET
 GL1088'SOUTHEAST OF A TELEPHONE POLE, 1 FOOT SOUTH OF A WITNESS POST, SET IN
 GL1088'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 GL1088
 GL1088                          STATION RECOVERY (2005)
 GL1088
 GL1088'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 GL1088'FOUND AS DESCRIBED.
 GL1088'WITNESS POST STAKE IS THERE BUT THE SIGN IS GONE.
 GL1088'THE MAEK IS ABOUT 8 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0299 ***********************************************************************
 GM0299  DESIGNATION -  G 57
 GM0299  PID         -  GM0299
 GM0299  STATE/COUNTY-  NM/COLFAX
 GM0299  USGS QUAD   -  PALO FLECHADO PASS (1995)
 GM0299
 GM0299                         *CURRENT SURVEY CONTROL
 GM0299  ___________________________________________________________________
 GM0299* NAD 83(1986)-  36 27 02.     (N)    105 16 36.     (W)     SCALED    
 GM0299* NAVD 88     -      2531.655  (meters)    8305.94   (feet)  ADJUSTED  
 GM0299  ___________________________________________________________________
 GM0299  GEOID HEIGHT-         -16.76  (meters)                     GEOID03
 GM0299  DYNAMIC HT  -        2528.042 (meters)    8294.08  (feet)  COMP
 GM0299  MODELED GRAV-     979,112.9   (mgal)                       NAVD 88
 GM0299
 GM0299  VERT ORDER  -  FIRST     CLASS II
 GM0299
 GM0299.The horizontal coordinates were scaled from a topographic map and have
 GM0299.an estimated accuracy of +/- 6 seconds.
 GM0299
 GM0299.The orthometric height was determined by differential leveling
 GM0299.and adjusted by the National Geodetic Survey in June 1991..
 GM0299
 GM0299.The geoid height was determined by GEOID03.
 GM0299
 GM0299.The dynamic height is computed by dividing the NAVD 88
 GM0299.geopotential number by the normal gravity value computed on the
 GM0299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GM0299.degrees latitude (g = 980.6199 gals.).
 GM0299
 GM0299.The modeled gravity was interpolated from observed gravity values.
 GM0299
 GM0299;                    North         East    Units  Estimated Accuracy
 GM0299;SPC NM E     -   604,920.       80,440.      MT  (+/- 180 meters Scaled)
 GM0299
 GM0299                          SUPERSEDED SURVEY CONTROL
 GM0299
 GM0299  NGVD 29 (??/??/92) 2530.438  (m)         8301.95   (f) ADJ UNCH    1 2
 GM0299
 GM0299.Superseded values are not recommended for survey control.
 GM0299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0299.See file dsdata.txt to determine how the superseded data were derived.
 GM0299
 GM0299_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDA752339(NAD 83)
 GM0299_MARKER: DB = BENCH MARK DISK
 GM0299_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GM0299_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GM0299_STAMPING: G-57 1934
 GM0299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GM0299+STABILITY: SURFACE MOTION
 GM0299
 GM0299  HISTORY     - Date     Condition        Report By
 GM0299  HISTORY     - 1934     MONUMENTED       CGS
 GM0299  HISTORY     - 1938     GOOD             NGS
 GM0299  HISTORY     - 1944     GOOD             VJV
 GM0299
 GM0299                          STATION DESCRIPTION
 GM0299
 GM0299'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 GM0299'1.83 MI N FROM AGUA FRIA.
 GM0299'ALONG U.S. HWY. NO. 64, 27 FEET EAST OF CENTERLINE OF HWY. NO. 64,
 GM0299'STANDARD DISC SET IN CONCRETE POST, STAMPED G-57 1934, IN FENCE
 GM0299'FORMING SOUTH BOUNDRY OF SECT 30 T 26 N, R16 EAST.
 GM0299
 GM0299                          STATION RECOVERY (1944)
 GM0299
 GM0299'RECOVERY NOTE BY V J VANLINT CONSULTING ENGINEER 1944
 GM0299'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0300 ***********************************************************************
 GM0300  DESIGNATION -  G 57 RESET
 GM0300  PID         -  GM0300
 GM0300  STATE/COUNTY-  NM/COLFAX
 GM0300  USGS QUAD   -  PALO FLECHADO PASS (1995)
 GM0300
 GM0300                         *CURRENT SURVEY CONTROL
 GM0300  ___________________________________________________________________
 GM0300* NAD 83(1986)-  36 27 01.     (N)    105 16 37.     (W)     SCALED    
 GM0300* NAVD 88     -      2531.127  (meters)    8304.21   (feet)  ADJUSTED  
 GM0300  ___________________________________________________________________
 GM0300  GEOID HEIGHT-         -16.76  (meters)                     GEOID03
 GM0300  DYNAMIC HT  -        2527.515 (meters)    8292.36  (feet)  COMP
 GM0300  MODELED GRAV-     979,113.1   (mgal)                       NAVD 88
 GM0300
 GM0300  VERT ORDER  -  FIRST     CLASS II
 GM0300
 GM0300.The horizontal coordinates were scaled from a topographic map and have
 GM0300.an estimated accuracy of +/- 6 seconds.
 GM0300
 GM0300.The orthometric height was determined by differential leveling
 GM0300.and adjusted by the National Geodetic Survey in June 1991..
 GM0300
 GM0300.The geoid height was determined by GEOID03.
 GM0300
 GM0300.The dynamic height is computed by dividing the NAVD 88
 GM0300.geopotential number by the normal gravity value computed on the
 GM0300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GM0300.degrees latitude (g = 980.6199 gals.).
 GM0300
 GM0300.The modeled gravity was interpolated from observed gravity values.
 GM0300
 GM0300;                    North         East    Units  Estimated Accuracy
 GM0300;SPC NM E     -   604,890.       80,410.      MT  (+/- 180 meters Scaled)
 GM0300
 GM0300                          SUPERSEDED SURVEY CONTROL
 GM0300
 GM0300  NGVD 29 (??/??/92) 2529.897  (m)         8300.17   (f) ADJ UNCH    1 2
 GM0300
 GM0300.Superseded values are not recommended for survey control.
 GM0300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0300.See file dsdata.txt to determine how the superseded data were derived.
 GM0300
 GM0300_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDA751339(NAD 83)
 GM0300_MARKER: DD = SURVEY DISK
 GM0300_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GM0300_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GM0300_STAMPING: G 57 RESET 1952
 GM0300_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GM0300+STABILITY: SURFACE MOTION
 GM0300
 GM0300  HISTORY     - Date     Condition        Report By
 GM0300  HISTORY     - 1952     MONUMENTED       NMHD
 GM0300  HISTORY     - 1957     GOOD             NGS
 GM0300
 GM0300                          STATION DESCRIPTION
 GM0300
 GM0300'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GM0300'7.8 MI S FROM EAGLE NEST.
 GM0300'ABOUT 7.8 MILES SOUTH ALONG U.S. HIGHWAY 64 FROM THE JUNCTION OF STATE
 GM0300'HIGHWAY 38 AT EAGLE NEST, 104 FEET SOUTHEAST OF THE CENTER LINE OF THE
 GM0300'HIGHWAY, 68 FEET EAST-SOUTHEAST OF THE EAST END OF THE CENTER ONE OF
 GM0300'THREE 36-INCH PIPE CULVERTS, 6 1/2 FEET SOUTHEAST OF A WHITE WOODEN
 GM0300'WITNESS POST AND THE FENCE LINE, ABOUT 6 FEET BELOW THE LEVEL OF THE
 GM0300'HIGHWAY AND IN THE TOP OF A CONCRETE POST WHICH PROJECTS 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0146 ***********************************************************************
 EQ0146  DESIGNATION -  G 6
 EQ0146  PID         -  EQ0146
 EQ0146  STATE/COUNTY-  NM/VALENCIA
 EQ0146  USGS QUAD   -  BECKER (1979)
 EQ0146
 EQ0146                         *CURRENT SURVEY CONTROL
 EQ0146  ___________________________________________________________________
 EQ0146* NAD 83(1986)-  34 27 27.     (N)    106 30 13.     (W)     SCALED    
 EQ0146* NAVD 88     -      1674.484  (meters)    5493.70   (feet)  ADJUSTED  
 EQ0146  ___________________________________________________________________
 EQ0146  GEOID HEIGHT-         -20.70  (meters)                     GEOID03
 EQ0146  DYNAMIC HT  -        1672.127 (meters)    5485.97  (feet)  COMP
 EQ0146  MODELED GRAV-     979,168.6   (mgal)                       NAVD 88
 EQ0146
 EQ0146  VERT ORDER  -  FIRST     CLASS II
 EQ0146
 EQ0146.The horizontal coordinates were scaled from a topographic map and have
 EQ0146.an estimated accuracy of +/- 6 seconds.
 EQ0146
 EQ0146.The orthometric height was determined by differential leveling
 EQ0146.and adjusted by the National Geodetic Survey in June 1991..
 EQ0146
 EQ0146.The geoid height was determined by GEOID03.
 EQ0146
 EQ0146.The dynamic height is computed by dividing the NAVD 88
 EQ0146.geopotential number by the normal gravity value computed on the
 EQ0146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0146.degrees latitude (g = 980.6199 gals.).
 EQ0146
 EQ0146.The modeled gravity was interpolated from observed gravity values.
 EQ0146
 EQ0146;                    North         East    Units  Estimated Accuracy
 EQ0146;SPC NM C     -   383,430.      476,700.      MT  (+/- 180 meters Scaled)
 EQ0146
 EQ0146                          SUPERSEDED SURVEY CONTROL
 EQ0146
 EQ0146  NGVD 29 (??/??/92) 1673.720  (m)         5491.20   (f) ADJ UNCH    1 2
 EQ0146
 EQ0146.Superseded values are not recommended for survey control.
 EQ0146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0146.See file dsdata.txt to determine how the superseded data were derived.
 EQ0146
 EQ0146_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU618139(NAD 83)
 EQ0146_MARKER: B = BOLT
 EQ0146_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EQ0146_SP_SET: ABUTMENT
 EQ0146_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EQ0146
 EQ0146  HISTORY     - Date     Condition        Report By
 EQ0146  HISTORY     - UNK      MONUMENTED       CGS
 EQ0146  HISTORY     - 1958     GOOD             NGS
 EQ0146
 EQ0146                          STATION DESCRIPTION
 EQ0146
 EQ0146'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 EQ0146'18.55 MI SW FROM MOUNTAINAIR.
 EQ0146'ABOUT 18.55 MILES SOUTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 EQ0146'RAILWAY FROM THE STATION AT MOUNTAINAIR, 12 1/2 POLES NORTH OF
 EQ0146'MILEPOST 874, IN THE TOP OF THE EAST END OF THE NORTH ABUTMENT OF A
 EQ0146'BRIDGE OVER ABO CREEK, 6 FEET EAST OF THE EAST RAIL, AT THE WEST END
 EQ0146'OF ABO CANYON, ABOUT 0.1 MILE NORTH OF THE NORTH END OF A SPUR TRACK
 EQ0146'LEADING TO A MINE, AND ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1209 ***********************************************************************
 FO1209  DESIGNATION -  G 6
 FO1209  PID         -  FO1209
 FO1209  STATE/COUNTY-  NM/BERNALILLO
 FO1209  USGS QUAD   -  ALBUQUERQUE EAST (1990)
 FO1209
 FO1209                         *CURRENT SURVEY CONTROL
 FO1209  ___________________________________________________________________
 FO1209* NAD 83(1992)-  35 03 29.71915(N)    106 36 16.45651(W)     ADJUSTED  
 FO1209* NAVD 88     -      1622.86   (+/-2cm)    5324.3    (feet)  VERTCON   
 FO1209  ___________________________________________________________________
 FO1209  LAPLACE CORR-           8.27  (seconds)                    DEFLEC99
 FO1209  GEOID HEIGHT-         -21.14  (meters)                     GEOID03
 FO1209
 FO1209  HORZ ORDER  -  SECOND
 FO1209  VERT ORDER  -  THIRD ? (See Below)
 FO1209
 FO1209.The horizontal coordinates were established by classical geodetic methods
 FO1209.and adjusted by the National Geodetic Survey in December 1993..
 FO1209
 FO1209.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1209.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1209.The vertical order pertains to the NGVD 29 superseded value.
 FO1209
 FO1209.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1209
 FO1209.The geoid height was determined by GEOID03.
 FO1209
 FO1209;                    North         East     Units Scale Factor Converg.
 FO1209;SPC NM C     -   450,093.963   467,657.960   MT  0.99991289   -0 12 13.2
 FO1209;SPC NM C     - 1,476,683.28  1,534,307.82   sFT  0.99991289   -0 12 13.2
 FO1209;UTM  13      - 3,880,680.468   353,677.505   MT  0.99986387   -0 55 18.6
 FO1209
 FO1209!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1209!SPC NM C     -   0.99974865  x   0.99991289  =   0.99966156
 FO1209!UTM  13      -   0.99974865  x   0.99986387  =   0.99961255
 FO1209
 FO1209:                Primary Azimuth Mark                     Grid Az
 FO1209:SPC NM C     -  G 7                                      272 47 36.5
 FO1209:UTM  13      -  G 7                                      273 30 41.9
 FO1209
 FO1209|---------------------------------------------------------------------|
 FO1209| PID    Reference Object                     Distance      Geod. Az  |
 FO1209|                                                           dddmmss.s |
 FO1209| FO1230 G 7                                 APPROX. 0.5 KM 2723523.3 |
 FO1209|---------------------------------------------------------------------|
 FO1209
 FO1209                          SUPERSEDED SURVEY CONTROL
 FO1209
 FO1209  NAD 83(1986)-  35 03 29.72474(N)    106 36 16.45757(W) AD(       ) 2
 FO1209  NAD 27      -  35 03 29.55453(N)    106 36 14.37038(W) AD(       ) 2
 FO1209  NGVD 29 (07/19/86) 1622.02   (m)         5321.6    (f) LEVELING    3  
 FO1209
 FO1209.Superseded values are not recommended for survey control.
 FO1209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1209.See file dsdata.txt to determine how the superseded data were derived.
 FO1209
 FO1209_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU5367880680(NAD 83)
 FO1209_MARKER: DD = SURVEY DISK
 FO1209_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FO1209_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FO1209_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO1209+STABILITY: SURFACE MOTION
 FO1209
 FO1209  HISTORY     - Date     Condition        Report By
 FO1209  HISTORY     - 1969     MONUMENTED       CGS
 FO1209  HISTORY     - 20041221 MARK NOT FOUND   GEOCAC
 FO1209
 FO1209                          STATION DESCRIPTION
 FO1209
 FO1209'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (SRC)
 FO1209'THE STATION IS LOCATED ON GIBSON BLVD. AT THE INTERSECTION
 FO1209'OF GIBSON BLVD. AND CARLISLE BLVD.
 FO1209'
 FO1209'TO REACH THE STATION FROM THE INTERSECTION OF CENTRAL AND
 FO1209'THE RAILROAD TRACKS (DOWNTOWN ALBUQUERQUE), GO EAST ON CENTRAL
 FO1209'(U.S.-66) FOR 0.6 MILE AND TURN SOUTH ON LOCUST.  CONTINUE
 FO1209'SOUTH ON LOCUST FOR 0.3 MILE AND ENTER THE RAMP FOR I-25
 FO1209'SOUTH-BOUND.  GO SOUTH ON I-25 FOR 1.30 MILE AND TAKE THE
 FO1209'MILES ROAD-EAST EXIT.  AFTER ENTERING MILES ROAD, CONTINUE
 FO1209'EAST FOR APPROXIMATELY 0.47 MILE.  HERE STAY WITH THE MAJOR
 FO1209'STREET WHICH CHANGES TO GIBSON BLVD.  CONTINUE EAST FOR
 FO1209'ANOTHER 1.50 MILE TO THE INTERSECTION OF GIBSON BLVD. AND
 FO1209'CARLISLE BLVD.  THE STATION IS ON THE WEST SIDE OF THE
 FO1209'INTERSECTION ON GIBSON BLVD. AND IS APPROXIMATELY 33 FT
 FO1209'WEST OF THE MEDIAN NOSE AND 2.5 FT NORTH OF THE SOUTH MEDIAN
 FO1209'CURB OF GIBSON.
 FO1209'
 FO1209'THE MONUMENT IS A STANDARD STATE HIGHWAY COMMISSION DISK STAMPED
 FO1209'STA. G-6, AND IS FLUSH WITH THE GROUND.
 FO1209'
 FO1209'FOR THE INFORMATION TO THE STATIONS G-5 AND G-7, SEE THE
 FO1209'TRAVERSE DESCRIPTION SHEETS FOR G-5 AND G-7.
 FO1209
 FO1209                          STATION RECOVERY (2004)
 FO1209
 FO1209'RECOVERY NOTE BY GEOCACHING 2004 (BMC)
 FO1209'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0214 ***********************************************************************
 FN0214  DESIGNATION -  G 66
 FN0214  PID         -  FN0214
 FN0214  STATE/COUNTY-  NM/SAN MIGUEL
 FN0214  USGS QUAD   -  SENA (1989)
 FN0214
 FN0214                         *CURRENT SURVEY CONTROL
 FN0214  ___________________________________________________________________
 FN0214* NAD 83(1986)-  35 22 28.     (N)    105 27 29.     (W)     SCALED    
 FN0214* NAVD 88     -      1843.312  (meters)    6047.60   (feet)  ADJUSTED  
 FN0214  ___________________________________________________________________
 FN0214  GEOID HEIGHT-         -19.02  (meters)                     GEOID03
 FN0214  DYNAMIC HT  -        1840.795 (meters)    6039.34  (feet)  COMP
 FN0214  MODELED GRAV-     979,203.0   (mgal)                       NAVD 88
 FN0214
 FN0214  VERT ORDER  -  SECOND    CLASS 0
 FN0214
 FN0214.The horizontal coordinates were scaled from a topographic map and have
 FN0214.an estimated accuracy of +/- 6 seconds.
 FN0214
 FN0214.The orthometric height was determined by differential leveling
 FN0214.and adjusted by the National Geodetic Survey in June 1991..
 FN0214
 FN0214.The geoid height was determined by GEOID03.
 FN0214
 FN0214.The dynamic height is computed by dividing the NAVD 88
 FN0214.geopotential number by the normal gravity value computed on the
 FN0214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FN0214.degrees latitude (g = 980.6199 gals.).
 FN0214
 FN0214.The modeled gravity was interpolated from observed gravity values.
 FN0214
 FN0214;                    North         East    Units  Estimated Accuracy
 FN0214;SPC NM E     -   485,700.       62,800.      MT  (+/- 180 meters Scaled)
 FN0214
 FN0214                          SUPERSEDED SURVEY CONTROL
 FN0214
 FN0214  NGVD 29 (??/??/92) 1842.416  (m)         6044.66   (f) ADJ UNCH    2 0
 FN0214
 FN0214.Superseded values are not recommended for survey control.
 FN0214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0214.See file dsdata.txt to determine how the superseded data were derived.
 FN0214
 FN0214_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV583146(NAD 83)
 FN0214_MARKER: DB = BENCH MARK DISK
 FN0214_SETTING: 66 = SET IN ROCK OUTCROP
 FN0214_SP_SET: SET IN ROCK OUTCROP
 FN0214_STAMPING: G 66 1934
 FN0214_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FN0214+STABILITY: POSITION/ELEVATION WELL
 FN0214
 FN0214  HISTORY     - Date     Condition        Report By
 FN0214  HISTORY     - 1934     MONUMENTED       CGS
 FN0214  HISTORY     - 19850501 MARK NOT FOUND   USGS
 FN0214
 FN0214                          STATION DESCRIPTION
 FN0214
 FN0214'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FN0214'0.3 MI W FROM RIBERA.
 FN0214'0.3 MI. W. ON A.T. AND S.F. RY.  9 POLES E. OF MILE POLE NO. 800, 6
 FN0214'POLES W. OF SAN JUAN RIVER BRIDGE, 58 FT. N.W. OF CENTER OF TRACK, 10
 FN0214'FT. ABOVE TRACK LEVEL AND SET ON A ROCK OUTCROP.
 FN0214
 FN0214                          STATION RECOVERY (1985)
 FN0214
 FN0214'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1985 (DRG)
 FN0214'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0055 ***********************************************************************
 FP0055  DESIGNATION -  G 67 RESET
 FP0055  PID         -  FP0055
 FP0055  STATE/COUNTY-  NM/MCKINLEY
 FP0055  USGS QUAD   -  THOREAU (1980)
 FP0055
 FP0055                         *CURRENT SURVEY CONTROL
 FP0055  ___________________________________________________________________
 FP0055* NAD 83(1986)-  35 28 07.     (N)    108 07 52.     (W)     SCALED    
 FP0055* NAVD 88     -      2272.31   (meters)    7455.1    (feet)  RESET     
 FP0055  ___________________________________________________________________
 FP0055  GEOID HEIGHT-         -20.28  (meters)                     GEOID03
 FP0055
 FP0055  VERT ORDER  -  THIRD
 FP0055
 FP0055.The horizontal coordinates were scaled from a topographic map and have
 FP0055.an estimated accuracy of +/- 6 seconds.
 FP0055
 FP0055.The orthometric height was computed from unverified reset data.
 FP0055
 FP0055.The geoid height was determined by GEOID03.
 FP0055
 FP0055;                    North         East    Units  Estimated Accuracy
 FP0055;SPC NM W     -   495,610.      802,980.      MT  (+/- 180 meters Scaled)
 FP0055
 FP0055                          SUPERSEDED SURVEY CONTROL
 FP0055
 FP0055.No superseded survey control is available for this station.
 FP0055
 FP0055_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYE603287(NAD 83)
 FP0055_MARKER: DD = SURVEY DISK
 FP0055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FP0055_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FP0055_STAMPING: G 67 RESET 1958
 FP0055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FP0055+STABILITY: SURFACE MOTION
 FP0055
 FP0055  HISTORY     - Date     Condition        Report By
 FP0055  HISTORY     - 1958     MONUMENTED       MNHD
 FP0055
 FP0055                          STATION DESCRIPTION
 FP0055
 FP0055'DESCRIBED BY MN HIGHWAY DEPT 1958
 FP0055'8.1 MI NE FROM THOREAU.
 FP0055'8.1 MILES NORTHEAST ALONG THE 1958 ROUTE OF STATE HIGHWAY 56 FROM THE
 FP0055'A.T. AND S. F. RAILWAY STATION AT THOREAU, MCKINLEY COUNTY, 55 FEET
 FP0055'WEST OF THE JUNCTION OF AN OLD ROAD LEADING WEST, 1 1/2 POLES SOUTH OF
 FP0055'THE SUMMIT OF A HILL, 45 FEET EAST OF THE ROW OF POLES, AND 73 FEET
 FP0055'WEST OF THE CENTERLINE OF THE NEW HIGHWAY AT STATION 213+00 ON THE
 FP0055'FENCE LINE.  A STANDARD DISK, STAMPED G 67 RESET 1958 AND SET IN THE
 FP0055'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0800 ***********************************************************************
 FO0800  DESIGNATION -  G 68
 FO0800  PID         -  FO0800
 FO0800  STATE/COUNTY-  NM/MCKINLEY
 FO0800  USGS QUAD   -  SEVEN LAKES NW (1970)
 FO0800
 FO0800                         *CURRENT SURVEY CONTROL
 FO0800  ___________________________________________________________________
 FO0800* NAD 83(1986)-  35 56 51.     (N)    107 56 54.     (W)     SCALED    
 FO0800* NAVD 88     -      1952.317  (meters)    6405.23   (feet)  ADJUSTED  
 FO0800  ___________________________________________________________________
 FO0800  GEOID HEIGHT-         -20.97  (meters)                     GEOID03
 FO0800  DYNAMIC HT  -        1949.662 (meters)    6396.52  (feet)  COMP
 FO0800  MODELED GRAV-     979,203.6   (mgal)                       NAVD 88
 FO0800
 FO0800  VERT ORDER  -  SECOND    CLASS 0
 FO0800
 FO0800.The horizontal coordinates were scaled from a topographic map and have
 FO0800.an estimated accuracy of +/- 6 seconds.
 FO0800
 FO0800.The orthometric height was determined by differential leveling
 FO0800.and adjusted by the National Geodetic Survey in June 1991..
 FO0800
 FO0800.The geoid height was determined by GEOID03.
 FO0800
 FO0800.The dynamic height is computed by dividing the NAVD 88
 FO0800.geopotential number by the normal gravity value computed on the
 FO0800.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0800.degrees latitude (g = 980.6199 gals.).
 FO0800
 FO0800.The modeled gravity was interpolated from observed gravity values.
 FO0800
 FO0800;                    North         East    Units  Estimated Accuracy
 FO0800;SPC NM W     -   548,700.      819,630.      MT  (+/- 180 meters Scaled)
 FO0800
 FO0800                          SUPERSEDED SURVEY CONTROL
 FO0800
 FO0800  NGVD 29 (??/??/92) 1951.280  (m)         6401.82   (f) ADJ UNCH    2 0
 FO0800
 FO0800.Superseded values are not recommended for survey control.
 FO0800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0800.See file dsdata.txt to determine how the superseded data were derived.
 FO0800
 FO0800_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBV340821(NAD 83)
 FO0800_MARKER: DB = BENCH MARK DISK
 FO0800_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FO0800_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FO0800_STAMPING: G 68 1934
 FO0800_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO0800+STABILITY: SURFACE MOTION
 FO0800
 FO0800  HISTORY     - Date     Condition        Report By
 FO0800  HISTORY     - 1934     MONUMENTED       CGS
 FO0800
 FO0800                          STATION DESCRIPTION
 FO0800
 FO0800'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FO0800'9.2 MI S FROM PUEBLO BONITO.
 FO0800'9.2 MI. S. ALONG STATE NO. 35 ABOUT 20 FT. WEST OF CENTER LINE OF HWY.
 FO0800'AND 2 FT. EAST OF A 3-WIRE FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0349 ***********************************************************************
 GN0349  DESIGNATION -  G 69
 GN0349  PID         -  GN0349
 GN0349  STATE/COUNTY-  NM/SAN JUAN
 GN0349  USGS QUAD   -  HUERFANO TRADING POST NW (1978)
 GN0349
 GN0349                         *CURRENT SURVEY CONTROL
 GN0349  ___________________________________________________________________
 GN0349* NAD 83(1986)-  36 26 37.     (N)    107 59 20.     (W)     SCALED    
 GN0349* NAVD 88     -      1900.537  (meters)    6235.35   (feet)  ADJUSTED  
 GN0349  ___________________________________________________________________
 GN0349  GEOID HEIGHT-         -20.98  (meters)                     GEOID03
 GN0349  DYNAMIC HT  -        1898.032 (meters)    6227.13  (feet)  COMP
 GN0349  MODELED GRAV-     979,246.8   (mgal)                       NAVD 88
 GN0349
 GN0349  VERT ORDER  -  SECOND    CLASS 0
 GN0349
 GN0349.The horizontal coordinates were scaled from a topographic map and have
 GN0349.an estimated accuracy of +/- 6 seconds.
 GN0349
 GN0349.The orthometric height was determined by differential leveling
 GN0349.and adjusted by the National Geodetic Survey in June 1991..
 GN0349
 GN0349.The geoid height was determined by GEOID03.
 GN0349
 GN0349.The dynamic height is computed by dividing the NAVD 88
 GN0349.geopotential number by the normal gravity value computed on the
 GN0349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GN0349.degrees latitude (g = 980.6199 gals.).
 GN0349
 GN0349.The modeled gravity was interpolated from observed gravity values.
 GN0349
 GN0349;                    North         East    Units  Estimated Accuracy
 GN0349;SPC NM W     -   603,750.      816,060.      MT  (+/- 180 meters Scaled)
 GN0349
 GN0349                          SUPERSEDED SURVEY CONTROL
 GN0349
 GN0349  NGVD 29 (??/??/92) 1899.481  (m)         6231.88   (f) ADJ UNCH    2 0
 GN0349
 GN0349.Superseded values are not recommended for survey control.
 GN0349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0349.See file dsdata.txt to determine how the superseded data were derived.
 GN0349
 GN0349_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBA320373(NAD 83)
 GN0349_MARKER: DB = BENCH MARK DISK
 GN0349_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GN0349_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GN0349_STAMPING: G 69 1934
 GN0349_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GN0349+STABILITY: SURFACE MOTION
 GN0349
 GN0349  HISTORY     - Date     Condition        Report By
 GN0349  HISTORY     - 1934     MONUMENTED       CGS
 GN0349  HISTORY     - 1967     GOOD             USGS
 GN0349
 GN0349                          STATION DESCRIPTION
 GN0349
 GN0349'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 GN0349'13.2 MI NW FROM HAYNES P O.
 GN0349'7.3 MILES N ALONG 1934 ROUTE OF STATE HIGHWAY 55 FROM P.O.  AT HAYNES,
 GN0349'THENCE 5.9 MILES W.  1.4 MILES SE OF CARSON TRADING POST, NEAR CENTER
 GN0349'OF SEC 34, T 26 N.  R 11 W.  BM IS ABOUT 1350 FEET WEST OF MAIN ROAD
 GN0349'AT CREST OF HILL, ALONG A TRACK ROAD.  15 FEET N OF TRACK ROAD, 45
 GN0349'FEET E OF ROAD AT SMALL DRAIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0390 ***********************************************************************
 EO0390  DESIGNATION -  G 7
 EO0390  PID         -  EO0390
 EO0390  STATE/COUNTY-  NM/ROOSEVELT
 EO0390  USGS QUAD   -  DELPHOS (1985)
 EO0390
 EO0390                         *CURRENT SURVEY CONTROL
 EO0390  ___________________________________________________________________
 EO0390* NAD 83(1986)-  34 04 42.     (N)    103 29 17.     (W)     SCALED    
 EO0390* NAVD 88     -      1299.686  (meters)    4264.05   (feet)  ADJUSTED  
 EO0390  ___________________________________________________________________
 EO0390  GEOID HEIGHT-         -22.75  (meters)                     GEOID03
 EO0390  DYNAMIC HT  -        1297.975 (meters)    4258.44  (feet)  COMP
 EO0390  MODELED GRAV-     979,273.8   (mgal)                       NAVD 88
 EO0390
 EO0390  VERT ORDER  -  FIRST     CLASS II
 EO0390
 EO0390.The horizontal coordinates were scaled from a topographic map and have
 EO0390.an estimated accuracy of +/- 6 seconds.
 EO0390
 EO0390.The orthometric height was determined by differential leveling
 EO0390.and adjusted by the National Geodetic Survey in June 1991..
 EO0390
 EO0390.The geoid height was determined by GEOID03.
 EO0390
 EO0390.The dynamic height is computed by dividing the NAVD 88
 EO0390.geopotential number by the normal gravity value computed on the
 EO0390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0390.degrees latitude (g = 980.6199 gals.).
 EO0390
 EO0390.The modeled gravity was interpolated from observed gravity values.
 EO0390
 EO0390;                    North         East    Units  Estimated Accuracy
 EO0390;SPC NM E     -   341,670.      243,010.      MT  (+/- 180 meters Scaled)
 EO0390
 EO0390                          SUPERSEDED SURVEY CONTROL
 EO0390
 EO0390.No superseded survey control is available for this station.
 EO0390
 EO0390_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFT395718(NAD 83)
 EO0390_MARKER: DB = BENCH MARK DISK
 EO0390_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EO0390_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EO0390_STAMPING: G 7 1916
 EO0390_MARK LOGO: CGS   
 EO0390_PROJECTION: RECESSED 30 CENTIMETERS
 EO0390_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EO0390+STABILITY: SURFACE MOTION
 EO0390
 EO0390  HISTORY     - Date     Condition        Report By
 EO0390  HISTORY     - 1916     MONUMENTED       CGS
 EO0390  HISTORY     - 1940     GOOD             USGS
 EO0390  HISTORY     - 1982     GOOD             NGS
 EO0390
 EO0390                          STATION DESCRIPTION
 EO0390
 EO0390'DESCRIBED BY COAST AND GEODETIC SURVEY 1916
 EO0390'11.4 MI SW FROM PORTALES.
 EO0390'11.4 MILES SOUTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 EO0390'FROM THE STATION AT PORTALES, 0.2 MILE NORTHEAST OF THE STATION SIGN
 EO0390'AT DELPHOS, 26 FEET SOUTHWEST OF MILEPOST 29, 84 FEET SOUTHEAST OF THE
 EO0390'CENTERLINE OF THE MAIN TRACK, 55 FEET NORTHWEST OF THE CENTERLINE OF
 EO0390'U.S. HIGHWAY 70, 38 FEET EAST OF THE CENTERLINE OF A NORTH-AND-SOUTH
 EO0390'ROAD, AT THE RIGHT-OF-WAY FENCE, AND 2 FEET NORTH OF A WHITE WOODEN
 EO0390'WITNESS POST.  A STANDARD DISK, STAMPED G 7 1916 AND SET IN THE TOP OF
 EO0390'A CONCRETE POST FLUSH WITH THE GROUND.
 EO0390
 EO0390                          STATION RECOVERY (1940)
 EO0390
 EO0390'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1940
 EO0390'RECOVERED IN GOOD CONDITION.
 EO0390
 EO0390                          STATION RECOVERY (1982)
 EO0390
 EO0390'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 EO0390'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  18.2 KM (11.3
 EO0390'MI) SOUTHWESTERLY ALONG THE SANTA FE RAILROAD FROM THE RAILROAD
 EO0390'STATION IN PORTALES, 28.5 METERS (93.5 FT) EAST OF MILEPOST 29, 25.1
 EO0390'METERS (82.3 FT) SOUTHEAST OF THE NEAR RAIL, 22.4 METERS (73.5 FT)
 EO0390'NORTHWEST OF THE CENTERLINE OF U.S.  HIGHWAY 70, 11.6 METERS (38.1
 EO0390'FT) EAST-NORTHEAST OF THE CENTER OF A DIRT ROAD LEADING NORTH, 8.7
 EO0390'METERS (28.5 FT) NORTHEAST OF A UTILITY POLE, 8.2 METERS (26.9 FT)
 EO0390'SOUTHWEST OF A UTILITY POLE, 7.3 METERS (24.0 FT) NORTHEAST OF AZIMUTH
 EO0390'MARK DELPHOS AND 0.9 METER (3.0 FT) NORTH OF A WOODEN WITNESS POST.
 EO0390'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 EO0390'THE MARK IS 0.6 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1230 ***********************************************************************
 FO1230  DESIGNATION -  G 7
 FO1230  PID         -  FO1230
 FO1230  STATE/COUNTY-  NM/BERNALILLO
 FO1230  USGS QUAD   -  ALBUQUERQUE EAST (1990)
 FO1230
 FO1230                         *CURRENT SURVEY CONTROL
 FO1230  ___________________________________________________________________
 FO1230* NAD 83(1992)-  35 03 30.50499(N)    106 36 37.59940(W)     ADJUSTED  
 FO1230* NAVD 88     -      1621.57   (+/-2cm)    5320.1    (feet)  VERTCON   
 FO1230  ___________________________________________________________________
 FO1230  LAPLACE CORR-           8.05  (seconds)                    DEFLEC99
 FO1230  GEOID HEIGHT-         -21.17  (meters)                     GEOID03
 FO1230
 FO1230  HORZ ORDER  -  SECOND
 FO1230  VERT ORDER  -  THIRD ? (See Below)
 FO1230
 FO1230.The horizontal coordinates were established by classical geodetic methods
 FO1230.and adjusted by the National Geodetic Survey in December 1993..
 FO1230
 FO1230.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1230.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1230.The vertical order pertains to the NGVD 29 superseded value.
 FO1230
 FO1230.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1230
 FO1230.The geoid height was determined by GEOID03.
 FO1230
 FO1230;                    North         East     Units Scale Factor Converg.
 FO1230;SPC NM C     -   450,120.098   467,122.340   MT  0.99991332   -0 12 25.4
 FO1230;SPC NM C     - 1,476,769.02  1,532,550.54   sFT  0.99991332   -0 12 25.4
 FO1230;UTM  13      - 3,880,713.313   353,142.281   MT  0.99986581   -0 55 30.8
 FO1230
 FO1230!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1230!SPC NM C     -   0.99974885  x   0.99991332  =   0.99966220
 FO1230!UTM  13      -   0.99974885  x   0.99986581  =   0.99961470
 FO1230
 FO1230:                Primary Azimuth Mark                     Grid Az
 FO1230:SPC NM C     -  G 6                                      092 47 36.6
 FO1230:UTM  13      -  G 6                                      093 30 42.0
 FO1230
 FO1230|---------------------------------------------------------------------|
 FO1230| PID    Reference Object                     Distance      Geod. Az  |
 FO1230|                                                           dddmmss.s |
 FO1230| FO1209 G 6                                 APPROX. 0.5 KM 0923511.2 |
 FO1230| FO1256 G 8                                 310.594 METERS 27018     |
 FO1230|---------------------------------------------------------------------|
 FO1230
 FO1230                          SUPERSEDED SURVEY CONTROL
 FO1230
 FO1230  NAD 83(1986)-  35 03 30.51056(N)    106 36 37.60047(W) AD(       ) 2
 FO1230  NAD 27      -  35 03 30.34030(N)    106 36 35.51247(W) AD(       ) 2
 FO1230  NGVD 29 (07/19/86) 1620.74   (m)         5317.4    (f) LEVELING    3  
 FO1230
 FO1230.Superseded values are not recommended for survey control.
 FO1230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1230.See file dsdata.txt to determine how the superseded data were derived.
 FO1230
 FO1230_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU5314280713(NAD 83)
 FO1230_MARKER: DD = SURVEY DISK
 FO1230_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FO1230_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FO1230_MAGNETIC: N = NO MAGNETIC MATERIAL
 FO1230_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO1230+STABILITY: SURFACE MOTION
 FO1230
 FO1230  HISTORY     - Date     Condition        Report By
 FO1230  HISTORY     - 1969     MONUMENTED       NMHD
 FO1230  HISTORY     - 19960109 GOOD             CHANCE
 FO1230  HISTORY     - 20041221 MARK NOT FOUND   GEOCAC
 FO1230
 FO1230                          STATION DESCRIPTION
 FO1230
 FO1230'DESCRIBED BY NM HIGHWAY DEPT 1969 (SRC)
 FO1230'THE STATION IS ON GIBSON BLVD. BETWEEN THE STREETS GIRARD AND
 FO1230'WELLESLEY AND APPROXIMATELY IN LINE WITH THE RUNWAY AIR FIELD
 FO1230'AND ON THE NORTH SIDE OF THE ROAD.
 FO1230'
 FO1230'TO REACH THE STATION FROM THE INTERSECTION OF CENTRAL AND
 FO1230'THE RAILROAD TRACKS (DOWNTOWN ALBUQUERQUE), GO EAST ON CENTRAL
 FO1230'(U.S.-66) FOR 0.60 MILE AND TURN SOUTH ON LOCUST STREET.
 FO1230'CONTINUE SOUTH ON LOCUST FOR 0.30 MILE AND ENTER THE RAMP
 FO1230'TO I-25 SOUTH-BOUND.  TRAVEL SOUTH ON I-25 FOR 1.30 MILE AND
 FO1230'TAKE THE MILES ROAD-EAST EXIT.  AFTER ENTERING MILES ROAD,
 FO1230'CONTINUE EAST FOR APPROXIMATELY 0.47 MILE.  HERE STAY ON
 FO1230'THE MAJOR STREET WHICH CHANGES TO GIBSON BLVD.  CONTINUE EAST
 FO1230'ON GIBSON FOR 1.10 MILE, THE POINT IS LOCATED NORTH OF THIS
 FO1230'LOCATION.  THE STATION IS APPROXIMATELY 450 FT WEST OF THE
 FO1230'INTERSECTION OF GIBSON AND WELLESLEY AND APPROXIMATELY 36
 FO1230'FT NORTH OF THE CENTERLINE OF THE EXISTING PAVEMENT OF
 FO1230'GIBSON BLVD.
 FO1230'
 FO1230'THE MONUMENT IS A STANDARD STATE HIGHWAY COMMISSION DISK STAMPED
 FO1230'STA. G-7, AND IS FLUSH WITH THE GROUND.
 FO1230'
 FO1230'FOR THE INFORMATION TO THE STATIONS G-6 AND G-8, SEE THE
 FO1230'TRIANGULATION DESCRIPTION SHEET FOR G-6 AND G-8.
 FO1230
 FO1230                          STATION RECOVERY (1996)
 FO1230
 FO1230'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (MFY)
 FO1230'RECOVERY NOTE BY CHANCE 1996 RECOVERED AS DESCRIBED AND IN GOOD
 FO1230'CONDITION
 FO1230
 FO1230                          STATION RECOVERY (2004)
 FO1230
 FO1230'RECOVERY NOTE BY GEOCACHING 2004 (BMC)
 FO1230'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0367 ***********************************************************************
 GN0367  DESIGNATION -  G 70
 GN0367  PID         -  GN0367
 GN0367  STATE/COUNTY-  NM/SAN JUAN
 GN0367  USGS QUAD   -  BLANCO (1985)
 GN0367
 GN0367                         *CURRENT SURVEY CONTROL
 GN0367  ___________________________________________________________________
 GN0367* NAD 83(1986)-  36 43 27.     (N)    107 48 49.     (W)     SCALED    
 GN0367* NAVD 88     -      1693.675  (meters)    5556.67   (feet)  ADJUSTED  
 GN0367  ___________________________________________________________________
 GN0367  GEOID HEIGHT-         -20.82  (meters)                     GEOID03
 GN0367  DYNAMIC HT  -        1691.540 (meters)    5549.66  (feet)  COMP
 GN0367  MODELED GRAV-     979,311.6   (mgal)                       NAVD 88
 GN0367
 GN0367  VERT ORDER  -  SECOND    CLASS 0
 GN0367
 GN0367.The horizontal coordinates were scaled from a topographic map and have
 GN0367.an estimated accuracy of +/- 6 seconds.
 GN0367
 GN0367.The orthometric height was determined by differential leveling
 GN0367.and adjusted by the National Geodetic Survey in June 1991..
 GN0367
 GN0367.The geoid height was determined by GEOID03.
 GN0367
 GN0367.The dynamic height is computed by dividing the NAVD 88
 GN0367.geopotential number by the normal gravity value computed on the
 GN0367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GN0367.degrees latitude (g = 980.6199 gals.).
 GN0367
 GN0367.The modeled gravity was interpolated from observed gravity values.
 GN0367
 GN0367;                    North         East    Units  Estimated Accuracy
 GN0367;SPC NM W     -   634,870.      831,760.      MT  (+/- 180 meters Scaled)
 GN0367
 GN0367                          SUPERSEDED SURVEY CONTROL
 GN0367
 GN0367  NGVD 29 (??/??/92) 1692.691  (m)         5553.44   (f) ADJ UNCH    2 0
 GN0367
 GN0367.Superseded values are not recommended for survey control.
 GN0367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0367.See file dsdata.txt to determine how the superseded data were derived.
 GN0367
 GN0367_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBA487679(NAD 83)
 GN0367_MARKER: DB = BENCH MARK DISK
 GN0367_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GN0367_SP_SET: ABUTMENT
 GN0367_STAMPING: G-70 1934
 GN0367_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GN0367
 GN0367  HISTORY     - Date     Condition        Report By
 GN0367  HISTORY     - 1934     MONUMENTED       CGS
 GN0367  HISTORY     - 1981     MARK NOT FOUND   USGS
 GN0367
 GN0367                          STATION DESCRIPTION
 GN0367
 GN0367'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GN0367'1.1 MI E FROM BLANCO.
 GN0367'1.1 MI EAST ON STATE HWY NO. 44 IN THE TOP OF THE NORTHEAST ABUTMENT
 GN0367'OF THE SAN JUAN RIVER BRIDGE, 11 FEET EAST OF THE CENTERLINE OF THE
 GN0367'ROAD.
 GN0367
 GN0367                          STATION RECOVERY (1981)
 GN0367
 GN0367'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 GN0367'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0304 ***********************************************************************
 GN0304  DESIGNATION -  G 71
 GN0304  PID         -  GN0304
 GN0304  STATE/COUNTY-  NM/RIO ARRIBA
 GN0304  USGS QUAD   -  TAFOYA CANYON (1963)
 GN0304
 GN0304                         *CURRENT SURVEY CONTROL
 GN0304  ___________________________________________________________________
 GN0304* NAD 83(1986)-  36 15 16.     (N)    107 27 02.     (W)     SCALED    
 GN0304* NAVD 88     -      2032.883  (meters)    6669.55   (feet)  ADJUSTED  
 GN0304  ___________________________________________________________________
 GN0304  GEOID HEIGHT-         -20.31  (meters)                     GEOID03
 GN0304  DYNAMIC HT  -        2030.128 (meters)    6660.51  (feet)  COMP
 GN0304  MODELED GRAV-     979,204.8   (mgal)                       NAVD 88
 GN0304
 GN0304  VERT ORDER  -  SECOND    CLASS 0
 GN0304
 GN0304.The horizontal coordinates were scaled from a topographic map and have
 GN0304.an estimated accuracy of +/- 6 seconds.
 GN0304
 GN0304.The orthometric height was determined by differential leveling
 GN0304.and adjusted by the National Geodetic Survey in June 1991..
 GN0304
 GN0304.The geoid height was determined by GEOID03.
 GN0304
 GN0304.The dynamic height is computed by dividing the NAVD 88
 GN0304.geopotential number by the normal gravity value computed on the
 GN0304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GN0304.degrees latitude (g = 980.6199 gals.).
 GN0304
 GN0304.The modeled gravity was interpolated from observed gravity values.
 GN0304
 GN0304;                    North         East    Units  Estimated Accuracy
 GN0304;SPC NM C     -   583,410.      392,110.      MT  (+/- 180 meters Scaled)
 GN0304
 GN0304                          SUPERSEDED SURVEY CONTROL
 GN0304
 GN0304  NGVD 29 (??/??/92) 2031.827  (m)         6666.09   (f) ADJ UNCH    2 0
 GN0304
 GN0304.Superseded values are not recommended for survey control.
 GN0304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0304.See file dsdata.txt to determine how the superseded data were derived.
 GN0304
 GN0304_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBA798149(NAD 83)
 GN0304_MARKER: DB = BENCH MARK DISK
 GN0304_SETTING: 66 = SET IN ROCK OUTCROP
 GN0304_SP_SET: SANDSTONE
 GN0304_STAMPING: G-71 1934
 GN0304_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GN0304+STABILITY: POSITION/ELEVATION WELL
 GN0304
 GN0304  HISTORY     - Date     Condition        Report By
 GN0304  HISTORY     - 1934     MONUMENTED       CGS
 GN0304
 GN0304                          STATION DESCRIPTION
 GN0304
 GN0304'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GN0304'42.5 MI NW FROM CUBA.
 GN0304'42.5 MI NORTHWEST ON STATE HWY NO. 55 AND NO. 44 AT THE POINT OF A
 GN0304'PROMINENT HILL, AND 123 FEET SOUTHEAST OF THE CENTERLINE OF THE
 GN0304'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0216 ***********************************************************************
 GN0216  DESIGNATION -  G 72
 GN0216  PID         -  GN0216
 GN0216  STATE/COUNTY-  NM/SANDOVAL
 GN0216  USGS QUAD   -  REGINA (1963)
 GN0216
 GN0216                         *CURRENT SURVEY CONTROL
 GN0216  ___________________________________________________________________
 GN0216* NAD 83(1986)-  36 07 36.     (N)    106 59 01.     (W)     SCALED    
 GN0216* NAVD 88     -      2198.763  (meters)    7213.77   (feet)  ADJUSTED  
 GN0216  ___________________________________________________________________
 GN0216  GEOID HEIGHT-         -19.32  (meters)                     GEOID03
 GN0216  DYNAMIC HT  -        2195.686 (meters)    7203.68  (feet)  COMP
 GN0216  MODELED GRAV-     979,154.1   (mgal)                       NAVD 88
 GN0216
 GN0216  VERT ORDER  -  SECOND    CLASS 0
 GN0216
 GN0216.The horizontal coordinates were scaled from a topographic map and have
 GN0216.an estimated accuracy of +/- 6 seconds.
 GN0216
 GN0216.The orthometric height was determined by differential leveling
 GN0216.and adjusted by the National Geodetic Survey in June 1991..
 GN0216
 GN0216.The geoid height was determined by GEOID03.
 GN0216
 GN0216.The dynamic height is computed by dividing the NAVD 88
 GN0216.geopotential number by the normal gravity value computed on the
 GN0216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GN0216.degrees latitude (g = 980.6199 gals.).
 GN0216
 GN0216.The modeled gravity was interpolated from observed gravity values.
 GN0216
 GN0216;                    North         East    Units  Estimated Accuracy
 GN0216;SPC NM C     -   568,820.      433,970.      MT  (+/- 180 meters Scaled)
 GN0216
 GN0216                          SUPERSEDED SURVEY CONTROL
 GN0216
 GN0216  NGVD 29 (??/??/92) 2197.660  (m)         7210.16   (f) ADJ UNCH    2 0
 GN0216
 GN0216.Superseded values are not recommended for survey control.
 GN0216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0216.See file dsdata.txt to determine how the superseded data were derived.
 GN0216
 GN0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV214998(NAD 83)
 GN0216_MARKER: DD = SURVEY DISK
 GN0216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GN0216_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GN0216_STAMPING: G 72 1934
 GN0216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GN0216+STABILITY: SURFACE MOTION
 GN0216
 GN0216  HISTORY     - Date     Condition        Report By
 GN0216  HISTORY     - 1934     MONUMENTED       CGS
 GN0216  HISTORY     - 1960     GOOD             NGS
 GN0216
 GN0216                          STATION DESCRIPTION
 GN0216
 GN0216'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GN0216'4.5 MI S FROM REGINA.
 GN0216'THE BENCH MARK IS 4.5 MILES SOUTH ALONG STATE HIGHWAY 96 FROM REGINA,
 GN0216'165 FEET NORTHEAST OF A TELEPHONE POLE, 141 FEET NORTH OF A 2-FOOT
 GN0216'PINE WHICH LEANS TO THE SOUTHWEST, 124 FEET EAST OF THE CENTER LINE OF
 GN0216'HIGHWAY, 116 FEET SOUTHEAST OF A TELEPHONE POLE AND 50 FEET EAST OF
 GN0216'THE RIGHT-OF-WAY FENCE.  A STANDARD DISK STAMPED G 72 1934 AND SET IN
 GN0216'A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0160 ***********************************************************************
 GN0160  DESIGNATION -  G 73
 GN0160  PID         -  GN0160
 GN0160  STATE/COUNTY-  NM/RIO ARRIBA
 GN0160  USGS QUAD   -  ABIQUIU (1995)
 GN0160
 GN0160                         *CURRENT SURVEY CONTROL
 GN0160  ___________________________________________________________________
 GN0160* NAD 83(1986)-  36 12 36.     (N)    106 21 31.     (W)     SCALED    
 GN0160* NAVD 88     -      1833.972  (meters)    6016.96   (feet)  ADJUSTED  
 GN0160  ___________________________________________________________________
 GN0160  GEOID HEIGHT-         -18.71  (meters)                     GEOID03
 GN0160  DYNAMIC HT  -        1831.520 (meters)    6008.91  (feet)  COMP
 GN0160  MODELED GRAV-     979,231.1   (mgal)                       NAVD 88
 GN0160
 GN0160  VERT ORDER  -  SECOND    CLASS 0
 GN0160
 GN0160.The horizontal coordinates were scaled from a topographic map and have
 GN0160.an estimated accuracy of +/- 6 seconds.
 GN0160
 GN0160.The orthometric height was determined by differential leveling
 GN0160.and adjusted by the National Geodetic Survey in June 1991..
 GN0160
 GN0160.The geoid height was determined by GEOID03.
 GN0160
 GN0160.The dynamic height is computed by dividing the NAVD 88
 GN0160.geopotential number by the normal gravity value computed on the
 GN0160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GN0160.degrees latitude (g = 980.6199 gals.).
 GN0160
 GN0160.The modeled gravity was interpolated from observed gravity values.
 GN0160
 GN0160;                    North         East    Units  Estimated Accuracy
 GN0160;SPC NM C     -   577,820.      490,230.      MT  (+/- 180 meters Scaled)
 GN0160
 GN0160                          SUPERSEDED SURVEY CONTROL
 GN0160
 GN0160  NGVD 29 (??/??/92) 1832.909  (m)         6013.47   (f) ADJ UNCH    2 0
 GN0160
 GN0160.Superseded values are not recommended for survey control.
 GN0160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0160.See file dsdata.txt to determine how the superseded data were derived.
 GN0160
 GN0160_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCA778080(NAD 83)
 GN0160_MARKER: DB = BENCH MARK DISK
 GN0160_SETTING: 80 = SET IN A BOULDER
 GN0160_STAMPING: G 73 1934
 GN0160_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GN0160+STABILITY: SURFACE MOTION
 GN0160
 GN0160  HISTORY     - Date     Condition        Report By
 GN0160  HISTORY     - 1934     MONUMENTED       CGS
 GN0160  HISTORY     - 1939     GOOD             NGS
 GN0160  HISTORY     - 1951     GOOD             DOD
 GN0160
 GN0160                          STATION DESCRIPTION
 GN0160
 GN0160'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 GN0160'2.7 MI NW FROM ABIQUIU.
 GN0160'2.7 MILES NORTHWEST OF POST OFFICE.  ALONG U.S. HIGHWAY NO. 285. 16
 GN0160'FEET SOUTHWEST OF CENTERLINE OF HIGHWAY.  18 FEET SOUTHEAST OF
 GN0160'CENTERLINE OF DRY WASH.  3 FEET ABOVE ROAD ON LARGE LAVA BOULDER.
 GN0160
 GN0160                          STATION RECOVERY (1951)
 GN0160
 GN0160'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1951
 GN0160'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0040 ***********************************************************************
 FO0040  DESIGNATION -  G 74
 FO0040  PID         -  FO0040
 FO0040  STATE/COUNTY-  NM/SANDOVAL
 FO0040  USGS QUAD   -  SANTO DOMINGO PUEBLO (1993)
 FO0040
 FO0040                         *CURRENT SURVEY CONTROL
 FO0040  ___________________________________________________________________
 FO0040* NAD 83(1986)-  35 33 31.     (N)    106 20 21.     (W)     SCALED    
 FO0040* NAVD 88     -      1597.418  (meters)    5240.86   (feet)  ADJUSTED  
 FO0040  ___________________________________________________________________
 FO0040  GEOID HEIGHT-         -20.44  (meters)                     GEOID03
 FO0040  DYNAMIC HT  -        1595.248 (meters)    5233.74  (feet)  COMP
 FO0040  MODELED GRAV-     979,220.0   (mgal)                       NAVD 88
 FO0040
 FO0040  VERT ORDER  -  FIRST     CLASS II
 FO0040
 FO0040.The horizontal coordinates were scaled from a topographic map and have
 FO0040.an estimated accuracy of +/- 6 seconds.
 FO0040
 FO0040.The orthometric height was determined by differential leveling
 FO0040.and adjusted by the National Geodetic Survey in June 1991..
 FO0040.WARNING-Repeat measurements at this control monument indicate possible
 FO0040.vertical movement.
 FO0040
 FO0040.The geoid height was determined by GEOID03.
 FO0040
 FO0040.The dynamic height is computed by dividing the NAVD 88
 FO0040.geopotential number by the normal gravity value computed on the
 FO0040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0040.degrees latitude (g = 980.6199 gals.).
 FO0040
 FO0040.The modeled gravity was interpolated from observed gravity values.
 FO0040
 FO0040;                    North         East    Units  Estimated Accuracy
 FO0040;SPC NM C     -   505,550.      491,920.      MT  (+/- 180 meters Scaled)
 FO0040
 FO0040                          SUPERSEDED SURVEY CONTROL
 FO0040
 FO0040  NGVD 29 (??/??/92) 1596.484  (m)         5237.80   (f) ADJ UNCH    1 2
 FO0040
 FO0040.Superseded values are not recommended for survey control.
 FO0040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0040.See file dsdata.txt to determine how the superseded data were derived.
 FO0040
 FO0040_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV786358(NAD 83)
 FO0040_MARKER: DB = BENCH MARK DISK
 FO0040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FO0040_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FO0040_STAMPING: G 74 1934
 FO0040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO0040+STABILITY: SURFACE MOTION
 FO0040
 FO0040  HISTORY     - Date     Condition        Report By
 FO0040  HISTORY     - 1934     MONUMENTED       CGS
 FO0040  HISTORY     - 1951     GOOD             NGS
 FO0040
 FO0040                          STATION DESCRIPTION
 FO0040
 FO0040'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 FO0040'1.0 MI S FROM PENABLANCO.
 FO0040'1.0 MILE SOUTH ALONG A GRAVELED ROAD FROM THE CATHOLIC CHURCH AT
 FO0040'PENABLANCO, 85 FEET SOUTHEAST OF THE CENTER OF A CATTLE GUARD, 27 FEET
 FO0040'SOUTH OF THE CENTER LINE OF THE GRAVELED ROAD LEADING EAST, 26 FEET
 FO0040'EAST OF THE CENTER LINE OF A GRAVELED ROAD LEADING SOUTH TO DOMINGO, 9
 FO0040'FEET NORTHWEST OF A POWER POLE, 3 FEET NORTH OF A WITNESS POST, SET IN
 FO0040'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.8 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0118 ***********************************************************************
 FN0118  DESIGNATION -  G 75
 FN0118  PID         -  FN0118
 FN0118  STATE/COUNTY-  NM/SAN MIGUEL
 FN0118  USGS QUAD   -  ONAVA (1976)
 FN0118
 FN0118                         *CURRENT SURVEY CONTROL
 FN0118  ___________________________________________________________________
 FN0118* NAD 83(1986)-  35 41 38.     (N)    105 06 07.     (W)     SCALED    
 FN0118* NAVD 88     -      2055.401  (meters)    6743.43   (feet)  ADJUSTED  
 FN0118  ___________________________________________________________________
 FN0118  GEOID HEIGHT-         -18.81  (meters)                     GEOID03
 FN0118  DYNAMIC HT  -        2052.580 (meters)    6734.17  (feet)  COMP
 FN0118  MODELED GRAV-     979,186.6   (mgal)                       NAVD 88
 FN0118
 FN0118  VERT ORDER  -  SECOND    CLASS 0
 FN0118
 FN0118.The horizontal coordinates were scaled from a topographic map and have
 FN0118.an estimated accuracy of +/- 6 seconds.
 FN0118
 FN0118.The orthometric height was determined by differential leveling
 FN0118.and adjusted by the National Geodetic Survey in June 1991..
 FN0118
 FN0118.The geoid height was determined by GEOID03.
 FN0118
 FN0118.The dynamic height is computed by dividing the NAVD 88
 FN0118.geopotential number by the normal gravity value computed on the
 FN0118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FN0118.degrees latitude (g = 980.6199 gals.).
 FN0118
 FN0118.The modeled gravity was interpolated from observed gravity values.
 FN0118
 FN0118;                    North         East    Units  Estimated Accuracy
 FN0118;SPC NM E     -   520,830.       95,440.      MT  (+/- 180 meters Scaled)
 FN0118
 FN0118                          SUPERSEDED SURVEY CONTROL
 FN0118
 FN0118  NGVD 29 (??/??/92) 2054.403  (m)         6740.15   (f) ADJ UNCH    2 0
 FN0118
 FN0118.Superseded values are not recommended for survey control.
 FN0118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0118.See file dsdata.txt to determine how the superseded data were derived.
 FN0118
 FN0118_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV907500(NAD 83)
 FN0118_MARKER: DB = BENCH MARK DISK
 FN0118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FN0118_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FN0118_STAMPING: G 75 1934
 FN0118_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FN0118+STABILITY: SURFACE MOTION
 FN0118
 FN0118  HISTORY     - Date     Condition        Report By
 FN0118  HISTORY     - 1934     MONUMENTED       CGS
 FN0118
 FN0118                          STATION DESCRIPTION
 FN0118
 FN0118'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FN0118'10.3 MI NE FROM LAS VEGAS.
 FN0118'10.3 MI. N.E. OF DEPOT ON A.T. AND S.F. RY.  9.7 MI. S.W. OF WATROUS
 FN0118'13 FT. W. OF 6TH POLE N.E. OF MILE POLE 760, 46 FT. N.W. OF CENTER
 FN0118'LINE OF TRACK AND 3 FT. S.E. OF FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0150 ***********************************************************************
 GM0150  DESIGNATION -  G 76
 GM0150  PID         -  GM0150
 GM0150  STATE/COUNTY-  NM/MORA
 GM0150  USGS QUAD   -  COLMOR (1964)
 GM0150
 GM0150                         *CURRENT SURVEY CONTROL
 GM0150  ___________________________________________________________________
 GM0150* NAD 83(1992)-  36 09 58.52130(N)    104 40 14.10054(W)     ADJUSTED  
 GM0150* NAVD 88     -      1856.286  (meters)    6090.16   (feet)  ADJUSTED  
 GM0150  ___________________________________________________________________
 GM0150  LAPLACE CORR-          -3.51  (seconds)                    DEFLEC99
 GM0150  GEOID HEIGHT-         -18.96  (meters)                     GEOID03
 GM0150  DYNAMIC HT  -        1853.869 (meters)    6082.24  (feet)  COMP
 GM0150  MODELED GRAV-     979,264.7   (mgal)                       NAVD 88
 GM0150
 GM0150  HORZ ORDER  -  SECOND
 GM0150  VERT ORDER  -  SECOND    CLASS 0
 GM0150
 GM0150.The horizontal coordinates were established by classical geodetic methods
 GM0150.and adjusted by the National Geodetic Survey in December 1993..
 GM0150
 GM0150.The orthometric height was determined by differential leveling
 GM0150.and adjusted by the National Geodetic Survey in June 1991..
 GM0150
 GM0150.The Laplace correction was computed from DEFLEC99 derived deflections.
 GM0150
 GM0150.The geoid height was determined by GEOID03.
 GM0150
 GM0150.The dynamic height is computed by dividing the NAVD 88
 GM0150.geopotential number by the normal gravity value computed on the
 GM0150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GM0150.degrees latitude (g = 980.6199 gals.).
 GM0150
 GM0150.The modeled gravity was interpolated from observed gravity values.
 GM0150
 GM0150;                    North         East     Units Scale Factor Converg.
 GM0150;SPC NM E     -   573,016.798   134,658.940   MT  0.99992043   -0 11 56.5
 GM0150;SPC NM E     - 1,879,972.61    441,793.54   sFT  0.99992043   -0 11 56.5
 GM0150;UTM  13      - 4,002,439.182   529,627.135   MT  0.99961081   +0 11 39.8
 GM0150
 GM0150!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GM0150!SPC NM E     -   0.99971172  x   0.99992043  =   0.99963217
 GM0150!UTM  13      -   0.99971172  x   0.99961081  =   0.99932264
 GM0150
 GM0150                          SUPERSEDED SURVEY CONTROL
 GM0150
 GM0150  NAD 83(1986)-  36 09 58.52876(N)    104 40 14.10074(W) AD(       ) 2
 GM0150  NAD 27      -  36 09 58.40520(N)    104 40 12.14250(W) AD(       ) 2
 GM0150  NGVD 29 (??/??/92) 1855.411  (m)         6087.29   (f) ADJ UNCH    2 0
 GM0150
 GM0150.Superseded values are not recommended for survey control.
 GM0150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0150.See file dsdata.txt to determine how the superseded data were derived.
 GM0150
 GM0150_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEA2962702439(NAD 83)
 GM0150_MARKER: DB = BENCH MARK DISK
 GM0150_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GM0150_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GM0150_STAMPING: G 76 1934
 GM0150_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GM0150+STABILITY: SURFACE MOTION
 GM0150_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GM0150+SATELLITE: SATELLITE OBSERVATIONS - May 27, 2005
 GM0150
 GM0150  HISTORY     - Date     Condition        Report By
 GM0150  HISTORY     - 1934     MONUMENTED       CGS
 GM0150  HISTORY     - 1949     GOOD             NGS
 GM0150  HISTORY     - 20050527 GOOD             NGS
 GM0150
 GM0150                          STATION DESCRIPTION
 GM0150
 GM0150'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 GM0150'3.9 MI SW FROM COLMOR.
 GM0150'IN MORA COUNTY, ABOUT 3.9 MILES SOUTHWEST ALONG THE ATCHISON, TOPEKA
 GM0150'AND SANTA FE RAILWAY FROM COLMOR, COLFAX COUNTY, ABOUT 1 POLE SOUTH OF
 GM0150'MILEPOST 714, 98 FEET WEST OF THE CENTER LINE OF THE TRACK, 52 FEET
 GM0150'EAST OF U.S. HIGHWAY 85, 15 FEET WEST OF A POLE, AND 2 FEET EAST OF A
 GM0150'FENCE.  A STANDARD DISK, STAMPED G 76 1934 AND SET IN THE TOP OF A
 GM0150'CONCRETE POST.
 GM0150
 GM0150                          STATION RECOVERY (2005)
 GM0150
 GM0150'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DW)
 GM0150'OLD US 85 IS NOW FRONTAGE ROAD FOR INTERSTATE 25.  RR IS NOW PART OF
 GM0150'BNSF SYSTEM.  A WITNESS POST IS PRESENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0250 ***********************************************************************
 FN0250  DESIGNATION -  G 77
 FN0250  PID         -  FN0250
 FN0250  STATE/COUNTY-  NM/GUADALUPE
 FN0250  USGS QUAD   -  THOMPSON RANCH (1963)
 FN0250
 FN0250                         *CURRENT SURVEY CONTROL
 FN0250  ___________________________________________________________________
 FN0250* NAD 83(1986)-  35 05 31.     (N)    105 00 09.     (W)     SCALED    
 FN0250* NAVD 88     -      1622.844  (meters)    5324.28   (feet)  ADJUSTED  
 FN0250  ___________________________________________________________________
 FN0250  GEOID HEIGHT-         -21.11  (meters)                     GEOID03
 FN0250  DYNAMIC HT  -        1620.641 (meters)    5317.05  (feet)  COMP
 FN0250  MODELED GRAV-     979,219.8   (mgal)                       NAVD 88
 FN0250
 FN0250  VERT ORDER  -  SECOND    CLASS 0
 FN0250
 FN0250.The horizontal coordinates were scaled from a topographic map and have
 FN0250.an estimated accuracy of +/- 6 seconds.
 FN0250
 FN0250.The orthometric height was determined by differential leveling
 FN0250.and adjusted by the National Geodetic Survey in June 1991..
 FN0250
 FN0250.The geoid height was determined by GEOID03.
 FN0250
 FN0250.The dynamic height is computed by dividing the NAVD 88
 FN0250.geopotential number by the normal gravity value computed on the
 FN0250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FN0250.degrees latitude (g = 980.6199 gals.).
 FN0250
 FN0250.The modeled gravity was interpolated from observed gravity values.
 FN0250
 FN0250;                    North         East    Units  Estimated Accuracy
 FN0250;SPC NM E     -   453,980.      103,990.      MT  (+/- 180 meters Scaled)
 FN0250
 FN0250                          SUPERSEDED SURVEY CONTROL
 FN0250
 FN0250  NGVD 29 (??/??/92) 1622.053  (m)         5321.69   (f) ADJ UNCH    2 0
 FN0250
 FN0250.Superseded values are not recommended for survey control.
 FN0250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0250.See file dsdata.txt to determine how the superseded data were derived.
 FN0250
 FN0250_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDU997832(NAD 83)
 FN0250_MARKER: DB = BENCH MARK DISK
 FN0250_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FN0250_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FN0250_STAMPING: G 77 1934
 FN0250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FN0250+STABILITY: SURFACE MOTION
 FN0250
 FN0250  HISTORY     - Date     Condition        Report By
 FN0250  HISTORY     - 1934     MONUMENTED       CGS
 FN0250
 FN0250                          STATION DESCRIPTION
 FN0250
 FN0250'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FN0250'8.9 MI SE FROM DILIA.
 FN0250'8.9 MILES SOUTHEAST ALONG U. S. HIGHWAY 84 FROM DILIA, GUADALUPE
 FN0250'COUNTY, 3/4 MILE NORTH OF TWIN WINDMILLS, 100 FEET NORTHWEST OF A DIP,
 FN0250'AND 36 FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD
 FN0250'DISK, SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0136 ***********************************************************************
 FN0136  DESIGNATION -  G 78
 FN0136  PID         -  FN0136
 FN0136  STATE/COUNTY-  NM/SAN MIGUEL
 FN0136  USGS QUAD   -  LAKE ISABEL (1963)
 FN0136
 FN0136                         *CURRENT SURVEY CONTROL
 FN0136  ___________________________________________________________________
 FN0136* NAD 83(1986)-  35 49 16.     (N)    105 14 18.     (W)     SCALED    
 FN0136* NAVD 88     -      2200.302  (meters)    7218.82   (feet)  ADJUSTED  
 FN0136  ___________________________________________________________________
 FN0136  GEOID HEIGHT-         -18.18  (meters)                     GEOID03
 FN0136  DYNAMIC HT  -        2197.234 (meters)    7208.76  (feet)  COMP
 FN0136  MODELED GRAV-     979,159.3   (mgal)                       NAVD 88
 FN0136
 FN0136  VERT ORDER  -  SECOND    CLASS 0
 FN0136
 FN0136.The horizontal coordinates were scaled from a topographic map and have
 FN0136.an estimated accuracy of +/- 6 seconds.
 FN0136
 FN0136.The orthometric height was determined by differential leveling
 FN0136.and adjusted by the National Geodetic Survey in June 1991..
 FN0136
 FN0136.The geoid height was determined by GEOID03.
 FN0136
 FN0136.The dynamic height is computed by dividing the NAVD 88
 FN0136.geopotential number by the normal gravity value computed on the
 FN0136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FN0136.degrees latitude (g = 980.6199 gals.).
 FN0136
 FN0136.The modeled gravity was interpolated from observed gravity values.
 FN0136
 FN0136;                    North         East    Units  Estimated Accuracy
 FN0136;SPC NM E     -   535,050.       83,220.      MT  (+/- 180 meters Scaled)
 FN0136
 FN0136                          SUPERSEDED SURVEY CONTROL
 FN0136
 FN0136  NGVD 29 (??/??/92) 2199.250  (m)         7215.37   (f) ADJ UNCH    2 0
 FN0136
 FN0136.Superseded values are not recommended for survey control.
 FN0136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0136.See file dsdata.txt to determine how the superseded data were derived.
 FN0136
 FN0136_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV784641(NAD 83)
 FN0136_MARKER: DB = BENCH MARK DISK
 FN0136_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FN0136_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FN0136_STAMPING: G 78 1934
 FN0136_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FN0136+STABILITY: SURFACE MOTION
 FN0136
 FN0136  HISTORY     - Date     Condition        Report By
 FN0136  HISTORY     - 1934     MONUMENTED       CGS
 FN0136  HISTORY     - 1962     GOOD             USGS
 FN0136
 FN0136                          STATION DESCRIPTION
 FN0136
 FN0136'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 FN0136'14 MI S FROM MORA.
 FN0136'IN SAN MIGUEL COUNTY, 14.0 MILES SOUTH ALONG STATE HIGHWAY 3 FROM
 FN0136'MORA, MORA COUNTY, 1.3 MILES SOUTH OF THE COUNTY LINE, AT THE CENTER
 FN0136'OF A DEEP CUT, 180 FEET EAST OF THE CENTERLINE OF THE NEW HIGHWAY, 37
 FN0136'FEET EAST OF THE CENTERLINE OF THE OLD HIGHWAY ROAD WAY, AND ON A
 FN0136'SMALL BARE KNOLL.  A STANDARD DISK, SET IN THE TOP OF A CONCRETE POST
 FN0136'PROJECTING 0.6 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0480 ***********************************************************************
 GM0480  DESIGNATION -  G 79
 GM0480  PID         -  GM0480
 GM0480  STATE/COUNTY-  NM/TAOS
 GM0480  USGS QUAD   -  TRES RITOS (1995)
 GM0480
 GM0480                         *CURRENT SURVEY CONTROL
 GM0480  ___________________________________________________________________
 GM0480* NAD 83(1986)-  36 13 26.     (N)    105 35 51.     (W)     SCALED    
 GM0480* NAVD 88     -      2518.019  (meters)    8261.20   (feet)  ADJUSTED  
 GM0480  ___________________________________________________________________
 GM0480  GEOID HEIGHT-         -17.11  (meters)                     GEOID03
 GM0480  DYNAMIC HT  -        2514.401 (meters)    8249.33  (feet)  COMP
 GM0480  MODELED GRAV-     979,103.9   (mgal)                       NAVD 88
 GM0480
 GM0480  VERT ORDER  -  SECOND    CLASS 0
 GM0480
 GM0480.The horizontal coordinates were scaled from a topographic map and have
 GM0480.an estimated accuracy of +/- 6 seconds.
 GM0480
 GM0480.The orthometric height was determined by differential leveling
 GM0480.and adjusted by the National Geodetic Survey in June 1991..
 GM0480
 GM0480.The geoid height was determined by GEOID03.
 GM0480
 GM0480.The dynamic height is computed by dividing the NAVD 88
 GM0480.geopotential number by the normal gravity value computed on the
 GM0480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GM0480.degrees latitude (g = 980.6199 gals.).
 GM0480
 GM0480.The modeled gravity was interpolated from observed gravity values.
 GM0480
 GM0480;                    North         East    Units  Estimated Accuracy
 GM0480;SPC NM C     -   579,550.      558,660.      MT  (+/- 180 meters Scaled)
 GM0480
 GM0480                          SUPERSEDED SURVEY CONTROL
 GM0480
 GM0480  NGVD 29 (??/??/92) 2516.803  (m)         8257.21   (f) ADJ UNCH    2 0
 GM0480
 GM0480.Superseded values are not recommended for survey control.
 GM0480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0480.See file dsdata.txt to determine how the superseded data were derived.
 GM0480
 GM0480_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDA463089(NAD 83)
 GM0480_MARKER: DB = BENCH MARK DISK
 GM0480_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GM0480_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GM0480_STAMPING: G 79 1934
 GM0480_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GM0480+STABILITY: SURFACE MOTION
 GM0480
 GM0480  HISTORY     - Date     Condition        Report By
 GM0480  HISTORY     - 1934     MONUMENTED       CGS
 GM0480  HISTORY     - 1962     GOOD             USGS
 GM0480
 GM0480                          STATION DESCRIPTION
 GM0480
 GM0480'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 GM0480'14.4 MI S FROM TAOS.
 GM0480'14.4 MILES SOUTH ALONG STATE HIGHWAY 3 FROM TAOS, TAOS COUNTY, 1.0
 GM0480'MILES NORTH OF THE SUMMIT OF U. S. HILL, 100 YARDS NORTH OF THE CENTER
 GM0480'OF A HORSESHOE CURVE ON THE OLD HIGHWAY, 61 FEET NORTHEAST OF THE
 GM0480'JUNCTION OF THE OLD AND NEW HIGHWAYS AT THE NORTH END OF A CURVE, 47
 GM0480'FEET EAST OF AND 3 FEET HIGHER THAN THE CENTERLINE OF THE HIGHWAY. A
 GM0480'STANDARD DISK, SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1256 ***********************************************************************
 FO1256  DESIGNATION -  G 8
 FO1256  PID         -  FO1256
 FO1256  STATE/COUNTY-  NM/BERNALILLO
 FO1256  USGS QUAD   -  ALBUQUERQUE EAST (1990)
 FO1256
 FO1256                         *CURRENT SURVEY CONTROL
 FO1256  ___________________________________________________________________
 FO1256* NAD 83(1992)-  35 03 30.55867(N)    106 36 49.85641(W)     ADJUSTED  
 FO1256* NAVD 88     -      1614.57   (+/-2cm)    5297.1    (feet)  VERTCON   
 FO1256  ___________________________________________________________________
 FO1256  LAPLACE CORR-           7.91  (seconds)                    DEFLEC99
 FO1256  GEOID HEIGHT-         -21.19  (meters)                     GEOID03
 FO1256
 FO1256  HORZ ORDER  -  SECOND
 FO1256  VERT ORDER  -  THIRD ? (See Below)
 FO1256
 FO1256.The horizontal coordinates were established by classical geodetic methods
 FO1256.and adjusted by the National Geodetic Survey in December 1993..
 FO1256
 FO1256.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1256.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1256.The vertical order pertains to the NGVD 29 superseded value.
 FO1256
 FO1256.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1256
 FO1256.The geoid height was determined by GEOID03.
 FO1256
 FO1256;                    North         East     Units Scale Factor Converg.
 FO1256;SPC NM C     -   450,122.880   466,811.785   MT  0.99991357   -0 12 32.4
 FO1256;SPC NM C     - 1,476,778.15  1,531,531.66   sFT  0.99991357   -0 12 32.4
 FO1256;UTM  13      - 3,880,719.987   352,831.800   MT  0.99986693   -0 55 37.9
 FO1256
 FO1256!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1256!SPC NM C     -   0.99974996  x   0.99991357  =   0.99966355
 FO1256!UTM  13      -   0.99974996  x   0.99986693  =   0.99961692
 FO1256
 FO1256|---------------------------------------------------------------------|
 FO1256| PID    Reference Object                     Distance      Geod. Az  |
 FO1256|                                                           dddmmss.s |
 FO1256| FO1230 G 7                                 310.594 METERS 09018     |
 FO1256| FO1248 G 9                                 APPROX. 0.7 KM 2693034.5 |
 FO1256|---------------------------------------------------------------------|
 FO1256
 FO1256                          SUPERSEDED SURVEY CONTROL
 FO1256
 FO1256  NAD 83(1986)-  35 03 30.56423(N)    106 36 49.85750(W) AD(       ) 2
 FO1256  NAD 27      -  35 03 30.39394(N)    106 36 47.76907(W) AD(       ) 2
 FO1256  NGVD 29 (07/19/86) 1613.74   (m)         5294.4    (f) LEVELING    3  
 FO1256
 FO1256.Superseded values are not recommended for survey control.
 FO1256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1256.See file dsdata.txt to determine how the superseded data were derived.
 FO1256
 FO1256_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU5283280720(NAD 83)
 FO1256_MARKER: DD = SURVEY DISK
 FO1256_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FO1256_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FO1256_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO1256+STABILITY: SURFACE MOTION
 FO1256
 FO1256  HISTORY     - Date     Condition        Report By
 FO1256  HISTORY     - 1969     MONUMENTED       NMHD
 FO1256  HISTORY     - 20041221 MARK NOT FOUND   GEOCAC
 FO1256
 FO1256                          STATION DESCRIPTION
 FO1256
 FO1256'DESCRIBED BY NM HIGHWAY DEPT 1969 (SRC)
 FO1256'THE STATION IS LOCATED WEST OF THE INTERSECTION OF GIRARD AND
 FO1256'GIBSON ON GIBSON.
 FO1256'
 FO1256'TO REACH THE STATION FROM THE INTERSECTION OF CENTRAL AND
 FO1256'THE RAILROAD TRACKS (DOWNTOWN ALBUQUERQUE), GO EAST ON CENTRAL
 FO1256'(U.S.-66) FOR 0.60 MILE AND TURN SOUTH ON LOCUST.  GO SOUTH
 FO1256'ON LOCUST FOR 0.30 MILE AND ENTER THE RAMP TO I-25 SOUTH-BOUND.
 FO1256'CONTINUE SOUTH ON I-25 FOR 1.30 MILE AND TAKE THE MILES ROAD-EAST
 FO1256'EXIT.  AFTER ENTERING MILES ROAD, CONTINUE EAST FOR
 FO1256'APPROXIMATELY 0.47 MILE.  HERE STAY ON THE MAJOR STREET WHICH
 FO1256'CHANGES TO GIBSON BLVD.  CONTINUE EAST ON GIBSON BLVD.
 FO1256'FOR APPROXIMATELY 0.95 MILE.  THE STATION IS LOCATED ON THE
 FO1256'NORTH SIDE OF THIS POINT ON GIBSON.  THE STATION IS
 FO1256'APPROXIMATELY 190 FT WEST OF THE CENTERLINE OF GIRARD AND
 FO1256'APPROXIMATELY 14 FT NORTH OF THE BACK OF THE NORTH CURB
 FO1256'ON GIBSON.
 FO1256'
 FO1256'THE MONUMENT IS A STANDARD STATE HIGHWAY COMMISSION DISK
 FO1256'STAMPED STA. G-8, AND IS FLUSH WITH THE GROUND.
 FO1256'
 FO1256'FOR THE INFORMATION TO THE STATIONS KIRTLAND AND STADIUM,
 FO1256'SEE THE TRIANGULATION DESCRIPTION SHEETS FOR KIRTLAND AND
 FO1256'STADIUM AND FOR G-9 AND G-7, SEE THE TRAVERSE DESCRIPTION
 FO1256'SHEETS G-9 AND G-7.
 FO1256
 FO1256                          STATION RECOVERY (2004)
 FO1256
 FO1256'RECOVERY NOTE BY GEOCACHING 2004 (BMC)
 FO1256'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0538 ***********************************************************************
 GM0538  DESIGNATION -  G 80
 GM0538  PID         -  GM0538
 GM0538  STATE/COUNTY-  NM/TAOS
 GM0538  USGS QUAD   -  CERRO (1995)
 GM0538
 GM0538                         *CURRENT SURVEY CONTROL
 GM0538  ___________________________________________________________________
 GM0538* NAD 83(1986)-  36 51 41.     (N)    105 35 09.     (W)     SCALED    
 GM0538* NAVD 88     -      2312.909  (meters)    7588.27   (feet)  ADJUSTED  
 GM0538  ___________________________________________________________________
 GM0538  GEOID HEIGHT-         -16.93  (meters)                     GEOID03
 GM0538  DYNAMIC HT  -        2309.703 (meters)    7577.75  (feet)  COMP
 GM0538  MODELED GRAV-     979,162.6   (mgal)                       NAVD 88
 GM0538
 GM0538  VERT ORDER  -  SECOND    CLASS 0
 GM0538
 GM0538.The horizontal coordinates were scaled from a topographic map and have
 GM0538.an estimated accuracy of +/- 6 seconds.
 GM0538
 GM0538.The orthometric height was determined by differential leveling
 GM0538.and adjusted by the National Geodetic Survey in June 1991..
 GM0538
 GM0538.The geoid height was determined by GEOID03.
 GM0538
 GM0538.The dynamic height is computed by dividing the NAVD 88
 GM0538.geopotential number by the normal gravity value computed on the
 GM0538.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GM0538.degrees latitude (g = 980.6199 gals.).
 GM0538
 GM0538.The modeled gravity was interpolated from observed gravity values.
 GM0538
 GM0538;                    North         East    Units  Estimated Accuracy
 GM0538;SPC NM C     -   650,300.      559,220.      MT  (+/- 180 meters Scaled)
 GM0538
 GM0538                          SUPERSEDED SURVEY CONTROL
 GM0538
 GM0538  NGVD 29 (??/??/92) 2311.627  (m)         7584.06   (f) ADJ UNCH    2 0
 GM0538
 GM0538.Superseded values are not recommended for survey control.
 GM0538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0538.See file dsdata.txt to determine how the superseded data were derived.
 GM0538
 GM0538_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDA477796(NAD 83)
 GM0538_MARKER: DB = BENCH MARK DISK
 GM0538_SETTING: 0 = UNSPECIFIED SETTING
 GM0538_STAMPING: G 80 1934
 GM0538_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GM0538
 GM0538  HISTORY     - Date     Condition        Report By
 GM0538  HISTORY     - 1934     MONUMENTED       CGS
 GM0538  HISTORY     - 1965     GOOD             USGS
 GM0538
 GM0538                          STATION DESCRIPTION
 GM0538
 GM0538'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 GM0538'10.8 MI N FROM QUESTA.
 GM0538'ABOUT 10.8 MILES NORTH ALONG STATE HIGHWAY NO. 3 FROM QUESTA, ABOUT
 GM0538'580 FEET NORTH OF A ROAD NW, 146 FEET WEST OF THE CENTERLINE OF
 GM0538'HIGHWAY, 15 FEET WEST OF WEST ROW FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0108 ***********************************************************************
 FO0108  DESIGNATION -  G 81
 FO0108  PID         -  FO0108
 FO0108  STATE/COUNTY-  NM/SANTA FE
 FO0108  USGS QUAD   -  WHITE ROCK (1984)
 FO0108
 FO0108                         *CURRENT SURVEY CONTROL
 FO0108  ___________________________________________________________________
 FO0108* NAD 83(1986)-  35 52 08.     (N)    106 12 38.     (W)     SCALED    
 FO0108* NAVD 88     -      1923.181  (meters)    6309.64   (feet)  ADJUSTED  
 FO0108  ___________________________________________________________________
 FO0108  GEOID HEIGHT-         -19.38  (meters)                     GEOID03
 FO0108  DYNAMIC HT  -        1920.513 (meters)    6300.88  (feet)  COMP
 FO0108  MODELED GRAV-     979,178.3   (mgal)                       NAVD 88
 FO0108
 FO0108  VERT ORDER  -  SECOND    CLASS 0
 FO0108
 FO0108.The horizontal coordinates were scaled from a topographic map and have
 FO0108.an estimated accuracy of +/- 6 seconds.
 FO0108
 FO0108.The orthometric height was determined by differential leveling
 FO0108.and adjusted by the National Geodetic Survey in June 1991..
 FO0108
 FO0108.The geoid height was determined by GEOID03.
 FO0108
 FO0108.The dynamic height is computed by dividing the NAVD 88
 FO0108.geopotential number by the normal gravity value computed on the
 FO0108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0108.degrees latitude (g = 980.6199 gals.).
 FO0108
 FO0108.The modeled gravity was interpolated from observed gravity values.
 FO0108
 FO0108;                    North         East    Units  Estimated Accuracy
 FO0108;SPC NM C     -   539,970.      503,560.      MT  (+/- 180 meters Scaled)
 FO0108
 FO0108                          SUPERSEDED SURVEY CONTROL
 FO0108
 FO0108  NGVD 29 (??/??/92) 1922.136  (m)         6306.21   (f) ADJ UNCH    2 0
 FO0108
 FO0108.Superseded values are not recommended for survey control.
 FO0108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0108.See file dsdata.txt to determine how the superseded data were derived.
 FO0108
 FO0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV907700(NAD 83)
 FO0108_MARKER: DB = BENCH MARK DISK
 FO0108_SETTING: 80 = SET IN A BOULDER
 FO0108_SP_SET: SANDSTONE BOULDER
 FO0108_STAMPING: G 81 1934
 FO0108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO0108+STABILITY: SURFACE MOTION
 FO0108
 FO0108  HISTORY     - Date     Condition        Report By
 FO0108  HISTORY     - 1934     MONUMENTED       CGS
 FO0108  HISTORY     - 1941     GOOD             NGS
 FO0108  HISTORY     - 1978     GOOD             USGS
 FO0108
 FO0108                          STATION DESCRIPTION
 FO0108
 FO0108'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 FO0108'4.8 MI W FROM OTOWI.
 FO0108'4.8 MILES WEST ALONG STATE HIGHWAY 4 FROM THE OTOWI HIGHWAY BRIDGE
 FO0108'OVER RIO GRANDE RIVER AT OTOWI, SANTA FE COUNTY, AT THE SANTA FE
 FO0108'SANDOVAL COUNTY LINE, 97 FEET SOUTHWEST OF THE CENTER OF THE JUNCTION
 FO0108'OF A ROAD LEADING TO OTOWI  (LOS ALMOS RANCH SCHOOL), 85 FEET SOUTH OF
 FO0108'A HIGHWAY SIGNPOST, 65 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, IN
 FO0108'THE TOP OF A LARGE SANDSTONE BOULDER PROJECTING 1.6 FEET ABOVE THE
 FO0108'GROUND, AND 1.3 FEET LOWER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED
 FO0108'G 81 1934.
 FO0108
 FO0108                          STATION RECOVERY (1978)
 FO0108
 FO0108'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 FO0108'4.8 MI WEST ALONG STATE HWY. 4 FROM BRIDGE OVER RIO GRANDE AT OTOWI,
 FO0108'AT JUNCTION OF HWY. 4 AND LOOP 4 TO LOS ALAMOS, 50 YDS EAST OF A
 FO0108'CULVERT, 86 FT SE. OF STATE HWY. 4, AT EAST EDGE OF A CLUMP OF
 FO0108'JUNIPER TREES, SET IN THE TOP OF A 5 X 5 FT BOULDER PROJECTING 1.6 FT
 FO0108'ABOVE GROUND. A STANDARD DISK STAMPED G 81 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0573 ***********************************************************************
 FO0573  DESIGNATION -  G 83
 FO0573  PID         -  FO0573
 FO0573  STATE/COUNTY-  NM/SANDOVAL
 FO0573  USGS QUAD   -  JEMEZ PUEBLO (1969)
 FO0573
 FO0573                         *CURRENT SURVEY CONTROL
 FO0573  ___________________________________________________________________
 FO0573* NAD 83(1986)-  35 37 29.     (N)    106 43 07.     (W)     SCALED    
 FO0573* NAVD 88     -      1707.986  (meters)    5603.62   (feet)  ADJUSTED  
 FO0573  ___________________________________________________________________
 FO0573  GEOID HEIGHT-         -20.05  (meters)                     GEOID03
 FO0573  DYNAMIC HT  -        1705.704 (meters)    5596.13  (feet)  COMP
 FO0573  MODELED GRAV-     979,237.2   (mgal)                       NAVD 88
 FO0573
 FO0573  VERT ORDER  -  SECOND    CLASS 0
 FO0573
 FO0573.The horizontal coordinates were scaled from a topographic map and have
 FO0573.an estimated accuracy of +/- 6 seconds.
 FO0573
 FO0573.The orthometric height was determined by differential leveling
 FO0573.and adjusted by the National Geodetic Survey in June 1991..
 FO0573
 FO0573.The geoid height was determined by GEOID03.
 FO0573
 FO0573.The dynamic height is computed by dividing the NAVD 88
 FO0573.geopotential number by the normal gravity value computed on the
 FO0573.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0573.degrees latitude (g = 980.6199 gals.).
 FO0573
 FO0573.The modeled gravity was interpolated from observed gravity values.
 FO0573
 FO0573;                    North         East    Units  Estimated Accuracy
 FO0573;SPC NM C     -   512,980.      457,550.      MT  (+/- 180 meters Scaled)
 FO0573
 FO0573                          SUPERSEDED SURVEY CONTROL
 FO0573
 FO0573  NGVD 29 (??/??/92) 1707.068  (m)         5600.61   (f) ADJ UNCH    2 0
 FO0573
 FO0573.Superseded values are not recommended for survey control.
 FO0573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0573.See file dsdata.txt to determine how the superseded data were derived.
 FO0573
 FO0573_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV443436(NAD 83)
 FO0573_MARKER: DB = BENCH MARK DISK
 FO0573_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FO0573_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FO0573_STAMPING: G 83 1934
 FO0573_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO0573+STABILITY: SURFACE MOTION
 FO0573
 FO0573  HISTORY     - Date     Condition        Report By
 FO0573  HISTORY     - 1934     MONUMENTED       CGS
 FO0573  HISTORY     - 1952     GOOD             USGS
 FO0573
 FO0573                          STATION DESCRIPTION
 FO0573
 FO0573'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 FO0573'0.9 MI N FROM JEMES.
 FO0573'JEMES PUEBLO, 0.9 MILE NORTH OF, ALONG STATE HIGHWAY 4, THENCE 0.25
 FO0573'MILES SOUTHEAST ALONG A ROAD LEADING TO PENABLANCA, 37 FEET SOUTHWEST
 FO0573'OF THE CENTERLINE OF THE ROAD, 30 FEET NORTH OF THE NORTH EDGE OF A
 FO0573'WASH, 1.4 FEET EAST OF A 4- BY 4-INCH WHITE WOODEN POST STENCILED
 FO0573'USBM., AND LEVEL WITH THE ROAD.  A STANDARD DISK, STAMPED G 83 1934
 FO0573'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE
 FO0573'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1150 ***********************************************************************
 GL1150  DESIGNATION -  G 84
 GL1150  PID         -  GL1150
 GL1150  STATE/COUNTY-  NM/UNION
 GL1150  USGS QUAD   -  ALPS MESA (1972)
 GL1150
 GL1150                         *CURRENT SURVEY CONTROL
 GL1150  ___________________________________________________________________
 GL1150* NAD 83(1986)-  36 53 05.     (N)    103 55 16.     (W)     SCALED    
 GL1150* NAVD 88     -      1981.884  (meters)    6502.23   (feet)  ADJUSTED  
 GL1150  ___________________________________________________________________
 GL1150  GEOID HEIGHT-         -19.05  (meters)                     GEOID03
 GL1150  DYNAMIC HT  -        1979.413 (meters)    6494.12  (feet)  COMP
 GL1150  MODELED GRAV-     979,312.9   (mgal)                       NAVD 88
 GL1150
 GL1150  VERT ORDER  -  SECOND    CLASS 0
 GL1150
 GL1150.The horizontal coordinates were scaled from a topographic map and have
 GL1150.an estimated accuracy of +/- 6 seconds.
 GL1150
 GL1150.The orthometric height was determined by differential leveling
 GL1150.and adjusted by the National Geodetic Survey in June 1991..
 GL1150
 GL1150.The geoid height was determined by GEOID03.
 GL1150
 GL1150.The dynamic height is computed by dividing the NAVD 88
 GL1150.geopotential number by the normal gravity value computed on the
 GL1150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL1150.degrees latitude (g = 980.6199 gals.).
 GL1150
 GL1150.The modeled gravity was interpolated from observed gravity values.
 GL1150
 GL1150;                    North         East    Units  Estimated Accuracy
 GL1150;SPC NM E     -   652,760.      201,750.      MT  (+/- 180 meters Scaled)
 GL1150
 GL1150                          SUPERSEDED SURVEY CONTROL
 GL1150
 GL1150  NGVD 29 (??/??/92) 1980.853  (m)         6498.85   (f) ADJ UNCH    2 0
 GL1150
 GL1150.Superseded values are not recommended for survey control.
 GL1150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1150.See file dsdata.txt to determine how the superseded data were derived.
 GL1150
 GL1150_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEA961826(NAD 83)
 GL1150_MARKER: DB = BENCH MARK DISK
 GL1150_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL1150_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL1150_STAMPING: G-84 1934
 GL1150_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL1150+STABILITY: SURFACE MOTION
 GL1150
 GL1150  HISTORY     - Date     Condition        Report By
 GL1150  HISTORY     - 1934     MONUMENTED       CGS
 GL1150
 GL1150                          STATION DESCRIPTION
 GL1150
 GL1150'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GL1150'4.0 MI N FROM FOLSOM.
 GL1150'4.0 MI N ON C. AND S. RY ABOUT 1.0 MI S OF TOWANDA, 4 POLES N OF MILE
 GL1150'POLE 278, 42 FEET E OF THE CENTERLINE OF THE TRACK, 20 FEET W OF THE
 GL1150'CENTER OF A ROAD, AND 1 FOOT W OF A FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0785 ***********************************************************************
 DS0785  DESIGNATION -  G 85
 DS0785  PID         -  DS0785
 DS0785  STATE/COUNTY-  NM/SOCORRO
 DS0785  USGS QUAD   -  FORT CRAIG (1980)
 DS0785
 DS0785                         *CURRENT SURVEY CONTROL
 DS0785  ___________________________________________________________________
 DS0785* NAD 83(1986)-  33 41 06.     (N)    107 02 11.     (W)     SCALED    
 DS0785* NAVD 88     -      1409.392  (meters)    4623.98   (feet)  ADJUSTED  
 DS0785  ___________________________________________________________________
 DS0785  GEOID HEIGHT-         -22.74  (meters)                     GEOID03
 DS0785  DYNAMIC HT  -        1407.370 (meters)    4617.35  (feet)  COMP
 DS0785  MODELED GRAV-     979,153.2   (mgal)                       NAVD 88
 DS0785
 DS0785  VERT ORDER  -  FIRST     CLASS II
 DS0785
 DS0785.The horizontal coordinates were scaled from a topographic map and have
 DS0785.an estimated accuracy of +/- 6 seconds.
 DS0785
 DS0785.The orthometric height was determined by differential leveling
 DS0785.and adjusted by the National Geodetic Survey in June 1991..
 DS0785
 DS0785.The geoid height was determined by GEOID03.
 DS0785
 DS0785.The dynamic height is computed by dividing the NAVD 88
 DS0785.geopotential number by the normal gravity value computed on the
 DS0785.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0785.degrees latitude (g = 980.6199 gals.).
 DS0785
 DS0785.The modeled gravity was interpolated from observed gravity values.
 DS0785
 DS0785;                    North         East    Units  Estimated Accuracy
 DS0785;SPC NM C     -   298,000.      427,090.      MT  (+/- 180 meters Scaled)
 DS0785
 DS0785                          SUPERSEDED SURVEY CONTROL
 DS0785
 DS0785  NGVD 29 (??/??/92) 1408.692  (m)         4621.68   (f) ADJ UNCH    1 2
 DS0785
 DS0785.Superseded values are not recommended for survey control.
 DS0785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0785.See file dsdata.txt to determine how the superseded data were derived.
 DS0785
 DS0785_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT112290(NAD 83)
 DS0785_MARKER: DB = BENCH MARK DISK
 DS0785_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0785_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0785_STAMPING: G 85 1934
 DS0785_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0785+STABILITY: SURFACE MOTION
 DS0785
 DS0785  HISTORY     - Date     Condition        Report By
 DS0785  HISTORY     - 1934     MONUMENTED       CGS
 DS0785  HISTORY     - 1951     GOOD             NGS
 DS0785
 DS0785                          STATION DESCRIPTION
 DS0785
 DS0785'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 DS0785'23.0 MI SW FROM SAN ANTONIO.
 DS0785'21.1 MILES SOUTHWEST ALONG U.S. HIGHWAY 85 FROM THE ATCHISON, TOPEKA
 DS0785'AND SANTA FE RAILROAD STATION AT SAN ANTONIO, THENCE 1.9 MILES
 DS0785'NORTHEAST ALONG A PRIVATE ROAD LEADING NORTHEAST TO SAN MARCIAL LAKE,
 DS0785'0.1 MILE NORTHEAST OF A LARGE DRY WASH, 300 FEET EAST OF A SHARP CURVE
 DS0785'IN THE ROAD, 40 FEET NORTH OF THE CENTER LINE OF THE ROAD, SET IN THE
 DS0785'TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0977 ***********************************************************************
 DS0977  DESIGNATION -  G 86
 DS0977  PID         -  DS0977
 DS0977  STATE/COUNTY-  NM/SOCORRO
 DS0977  USGS QUAD   -  DUSTY (1995)
 DS0977
 DS0977                         *CURRENT SURVEY CONTROL
 DS0977  ___________________________________________________________________
 DS0977* NAD 83(1986)-  33 40 17.     (N)    107 39 59.     (W)     SCALED    
 DS0977* NAVD 88     -      2009.885  (meters)    6594.10   (feet)  ADJUSTED  
 DS0977  ___________________________________________________________________
 DS0977  GEOID HEIGHT-         -22.15  (meters)                     GEOID03
 DS0977  DYNAMIC HT  -        2006.708 (meters)    6583.67  (feet)  COMP
 DS0977  MODELED GRAV-     978,984.4   (mgal)                       NAVD 88
 DS0977
 DS0977  VERT ORDER  -  SECOND    CLASS 0
 DS0977
 DS0977.The horizontal coordinates were scaled from a topographic map and have
 DS0977.an estimated accuracy of +/- 6 seconds.
 DS0977
 DS0977.The orthometric height was determined by differential leveling
 DS0977.and adjusted by the National Geodetic Survey in June 1991..
 DS0977
 DS0977.The geoid height was determined by GEOID03.
 DS0977
 DS0977.The dynamic height is computed by dividing the NAVD 88
 DS0977.geopotential number by the normal gravity value computed on the
 DS0977.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0977.degrees latitude (g = 980.6199 gals.).
 DS0977
 DS0977.The modeled gravity was interpolated from observed gravity values.
 DS0977
 DS0977;                    North         East    Units  Estimated Accuracy
 DS0977;SPC NM C     -   297,110.      368,650.      MT  (+/- 180 meters Scaled)
 DS0977
 DS0977                          SUPERSEDED SURVEY CONTROL
 DS0977
 DS0977  NGVD 29 (??/??/92) 2008.954  (m)         6591.04   (f) ADJ UNCH    2 0
 DS0977
 DS0977.Superseded values are not recommended for survey control.
 DS0977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0977.See file dsdata.txt to determine how the superseded data were derived.
 DS0977
 DS0977_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBT527289(NAD 83)
 DS0977_MARKER: DB = BENCH MARK DISK
 DS0977_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0977_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0977_STAMPING: G-86 1934
 DS0977_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0977+STABILITY: SURFACE MOTION
 DS0977
 DS0977  HISTORY     - Date     Condition        Report By
 DS0977  HISTORY     - 1934     MONUMENTED       CGS
 DS0977
 DS0977                          STATION DESCRIPTION
 DS0977
 DS0977'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DS0977'7.7 MI N FROM OJO CALIENTE.
 DS0977'7.7 MI N ON ROAD TO FRENCH MAN WELL AND MAGDALENA ABOUT 4.3 MI S OF
 DS0977'TUCKERS RANCH, 0.4 MI N OF A CROSS FENCE AND CATTLE GUARD, 29 FEET NE
 DS0977'OF THE CENTERLINE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0735 ***********************************************************************
 CX0735  DESIGNATION -  G 87
 CX0735  PID         -  CX0735
 CX0735  STATE/COUNTY-  NM/DONA ANA
 CX0735  USGS QUAD   -  ORGAN (1994)
 CX0735
 CX0735                         *CURRENT SURVEY CONTROL
 CX0735  ___________________________________________________________________
 CX0735* NAD 83(1986)-  32 26 13.     (N)    106 31 03.     (W)     SCALED    
 CX0735* NAVD 88     -      1495.878  (meters)    4907.73   (feet)  ADJUSTED  
 CX0735  ___________________________________________________________________
 CX0735  GEOID HEIGHT-         -23.39  (meters)                     GEOID03
 CX0735  DYNAMIC HT  -        1493.604 (meters)    4900.27  (feet)  COMP
 CX0735  MODELED GRAV-     979,065.3   (mgal)                       NAVD 88
 CX0735
 CX0735  VERT ORDER  -  SECOND    CLASS 0
 CX0735
 CX0735.The horizontal coordinates were scaled from a topographic map and have
 CX0735.an estimated accuracy of +/- 6 seconds.
 CX0735
 CX0735.The orthometric height was determined by differential leveling
 CX0735.and adjusted by the National Geodetic Survey in June 1991..
 CX0735
 CX0735.The geoid height was determined by GEOID03.
 CX0735
 CX0735.The dynamic height is computed by dividing the NAVD 88
 CX0735.geopotential number by the normal gravity value computed on the
 CX0735.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0735.degrees latitude (g = 980.6199 gals.).
 CX0735
 CX0735.The modeled gravity was interpolated from observed gravity values.
 CX0735
 CX0735;                    North         East    Units  Estimated Accuracy
 CX0735;SPC NM C     -   159,350.      474,850.      MT  (+/- 180 meters Scaled)
 CX0735
 CX0735                          SUPERSEDED SURVEY CONTROL
 CX0735
 CX0735  NGVD 29 (??/??/92) 1495.254  (m)         4905.68   (f) ADJ UNCH    2 0
 CX0735
 CX0735.Superseded values are not recommended for survey control.
 CX0735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0735.See file dsdata.txt to determine how the superseded data were derived.
 CX0735
 CX0735_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR573898(NAD 83)
 CX0735_MARKER: DB = BENCH MARK DISK
 CX0735_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CX0735_SP_SET: CULVERT
 CX0735_STAMPING: G 87 1934
 CX0735_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX0735
 CX0735  HISTORY     - Date     Condition        Report By
 CX0735  HISTORY     - 1934     MONUMENTED       CGS
 CX0735  HISTORY     - 1953     GOOD             NGS
 CX0735
 CX0735                          STATION DESCRIPTION
 CX0735
 CX0735'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CX0735'5.3 MI NE FROM ORGAN.
 CX0735'5.3 MILES NORTHEAST ALONG U. S. HIGHWAY 70 FROM THE POST OFFICE AT
 CX0735'ORGAN, 0.1 MILE EAST OF A LARGE WOODEN BRIDGE OVER A DRY WASH, 16 FEET
 CX0735'NORTH OF THE CENTER LINE OF THE HIGHWAY, ABOUT 0.5 FOOT ABOVE THE
 CX0735'HIGHWAY, 1.3 FEET WEST OF THE EAST END OF AND SET IN THE TOP OF THE
 CX0735'NORTH HEADWALL OF A 31-FOOT CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0736 ***********************************************************************
 CX0736  DESIGNATION -  G 87 RESET
 CX0736  PID         -  CX0736
 CX0736  STATE/COUNTY-  NM/DONA ANA
 CX0736  USGS QUAD   -  ORGAN (1994)
 CX0736
 CX0736                         *CURRENT SURVEY CONTROL
 CX0736  ___________________________________________________________________
 CX0736* NAD 83(1986)-  32 26 12.     (N)    106 31 03.     (W)     SCALED    
 CX0736* NAVD 88     -      1493.62   (+/-2cm)    4900.3    (feet)  VERTCON   
 CX0736  ___________________________________________________________________
 CX0736  GEOID HEIGHT-         -23.39  (meters)                     GEOID03
 CX0736
 CX0736  VERT ORDER  -  THIRD (See Below)
 CX0736
 CX0736.The horizontal coordinates were scaled from a topographic map and have
 CX0736.an estimated accuracy of +/- 6 seconds.
 CX0736
 CX0736.The NAVD 88 height was computed by applying the VERTCON shift value to
 CX0736.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CX0736.The vertical order pertains to the NGVD 29 superseded value.
 CX0736
 CX0736.The geoid height was determined by GEOID03.
 CX0736
 CX0736;                    North         East    Units  Estimated Accuracy
 CX0736;SPC NM C     -   159,320.      474,850.      MT  (+/- 180 meters Scaled)
 CX0736
 CX0736                          SUPERSEDED SURVEY CONTROL
 CX0736
 CX0736  NGVD 29 (??/??/??) 1493.00   (m)         4898.3    (f) RESET       3  
 CX0736
 CX0736.Superseded values are not recommended for survey control.
 CX0736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0736.See file dsdata.txt to determine how the superseded data were derived.
 CX0736
 CX0736_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR573898(NAD 83)
 CX0736_MARKER: DB = BENCH MARK DISK
 CX0736_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CX0736_SP_SET: CULVERT
 CX0736_STAMPING: G 87 RESET 1957
 CX0736_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX0736
 CX0736  HISTORY     - Date     Condition        Report By
 CX0736  HISTORY     - 1957     MONUMENTED       CGS
 CX0736
 CX0736                          STATION DESCRIPTION
 CX0736
 CX0736'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 CX0736'5.3 MI NE FROM ORGAN.
 CX0736'5.3 MILES NORTHEAST ALONG U.S. HIGHWAY 70 FROM THE POST OFFICE AT
 CX0736'ORGAN, AND 86.9 FEET RIGHT OF CENTERLINE STATION 1025+54.27 ON PROJECT
 CX0736'F-018-1(4).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0309 ***********************************************************************
 CW0309  DESIGNATION -  G 89
 CW0309  PID         -  CW0309
 CW0309  STATE/COUNTY-  NM/CHAVES
 CW0309  USGS QUAD   -  THIMBLE CANYON (1989)
 CW0309
 CW0309                         *CURRENT SURVEY CONTROL
 CW0309  ___________________________________________________________________
 CW0309* NAD 83(1986)-  32 54 22.     (N)    105 14 55.     (W)     SCALED    
 CW0309* NAVD 88     -      1685.734  (meters)    5530.61   (feet)  ADJUSTED  
 CW0309  ___________________________________________________________________
 CW0309  GEOID HEIGHT-         -20.97  (meters)                     GEOID03
 CW0309  DYNAMIC HT  -        1683.143 (meters)    5522.11  (feet)  COMP
 CW0309  MODELED GRAV-     979,041.7   (mgal)                       NAVD 88
 CW0309
 CW0309  VERT ORDER  -  SECOND    CLASS 0
 CW0309
 CW0309.The horizontal coordinates were scaled from a topographic map and have
 CW0309.an estimated accuracy of +/- 6 seconds.
 CW0309
 CW0309.The orthometric height was determined by differential leveling
 CW0309.and adjusted by the National Geodetic Survey in June 1991..
 CW0309
 CW0309.The geoid height was determined by GEOID03.
 CW0309
 CW0309.The dynamic height is computed by dividing the NAVD 88
 CW0309.geopotential number by the normal gravity value computed on the
 CW0309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0309.degrees latitude (g = 980.6199 gals.).
 CW0309
 CW0309.The modeled gravity was interpolated from observed gravity values.
 CW0309
 CW0309;                    North         East    Units  Estimated Accuracy
 CW0309;SPC NM E     -   211,710.       79,380.      MT  (+/- 180 meters Scaled)
 CW0309
 CW0309                          SUPERSEDED SURVEY CONTROL
 CW0309
 CW0309  NGVD 29 (??/??/92) 1685.023  (m)         5528.28   (f) ADJ UNCH    2 0
 CW0309
 CW0309.Superseded values are not recommended for survey control.
 CW0309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0309.See file dsdata.txt to determine how the superseded data were derived.
 CW0309
 CW0309_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDS767409(NAD 83)
 CW0309_MARKER: DB = BENCH MARK DISK
 CW0309_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CW0309_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CW0309_STAMPING: G-89 1934
 CW0309_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CW0309+STABILITY: SURFACE MOTION
 CW0309
 CW0309  HISTORY     - Date     Condition        Report By
 CW0309  HISTORY     - 1934     MONUMENTED       CGS
 CW0309
 CW0309                          STATION DESCRIPTION
 CW0309
 CW0309'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CW0309'19.5 MI E FROM MAYHILL.
 CW0309'19.5 MI. E. OF P.O. ALONG STATE NO. 83 ABOUT 0.1 MI. E. OF A RANCH
 CW0309'HOUSE IN A LARGE GROVE OF TREES, 100 FT. N. OF AN 8 WIRE FENCE ON S.
 CW0309'SIDE OF THE ROAD, 15 FT. S. OF A DIM ROAD, 49 FT. S. OF THE CENTER
 CW0309'LINE OF ROAD, AND SET IN A CONC. POST ABOUT 3 FT. BELOW THE ROAD BED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0094 ***********************************************************************
 DR0094  DESIGNATION -  G 9
 DR0094  PID         -  DR0094
 DR0094  STATE/COUNTY-  NM/CHAVES
 DR0094  USGS QUAD   -  SOUTH SPRING (1975)
 DR0094
 DR0094                         *CURRENT SURVEY CONTROL
 DR0094  ___________________________________________________________________
 DR0094* NAD 83(1986)-  33 19 23.     (N)    104 27 50.     (W)     SCALED    
 DR0094* NAVD 88     -      1090.210  (meters)    3576.80   (feet)  POSTED    
 DR0094  ___________________________________________________________________
 DR0094  GEOID HEIGHT-         -23.20  (meters)                     GEOID03
 DR0094  DYNAMIC HT  -        1088.720 (meters)    3571.91  (feet)  COMP
 DR0094  MODELED GRAV-     979,236.8   (mgal)                       NAVD 88
 DR0094
 DR0094  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 DR0094
 DR0094.The horizontal coordinates were scaled from a topographic map and have
 DR0094.an estimated accuracy of +/- 6 seconds.
 DR0094
 DR0094.The orthometric height was determined by differential leveling
 DR0094.and adjusted by the National Geodetic Survey in 1992..
 DR0094.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 DR0094.rate of 0.0 thru 1.0 mm/km.
 DR0094
 DR0094.The geoid height was determined by GEOID03.
 DR0094
 DR0094.The dynamic height is computed by dividing the NAVD 88
 DR0094.geopotential number by the normal gravity value computed on the
 DR0094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0094.degrees latitude (g = 980.6199 gals.).
 DR0094
 DR0094.The modeled gravity was interpolated from observed gravity values.
 DR0094
 DR0094;                    North         East    Units  Estimated Accuracy
 DR0094;SPC NM E     -   257,590.      152,850.      MT  (+/- 180 meters Scaled)
 DR0094
 DR0094                          SUPERSEDED SURVEY CONTROL
 DR0094
 DR0094.No superseded survey control is available for this station.
 DR0094
 DR0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES498872(NAD 83)
 DR0094_MARKER: X = CHISELED CROSS
 DR0094_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DR0094_SP_SET: MILEPOST
 DR0094_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR0094
 DR0094  HISTORY     - Date     Condition        Report By
 DR0094  HISTORY     - UNK      MONUMENTED       CGS
 DR0094  HISTORY     - 1957     MARK NOT FOUND   NGS
 DR0094
 DR0094                          STATION DESCRIPTION
 DR0094
 DR0094'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 DR0094'6.2 MI S FROM ROSWELL.
 DR0094'6.2 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 DR0094'THE STATION AT ROSWELL, ON THE TOP OF IRON MILEPOST 114, AND 7 FEET
 DR0094'WEST OF THE WEST RAIL.  A CHISELED CROSS.  NOTE-- THERE IS NO VERTICAL
 DR0094'SECTION OF RAIL AT THIS LOCATION AND IT HAS EVIDENTLY BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1248 ***********************************************************************
 FO1248  DESIGNATION -  G 9
 FO1248  PID         -  FO1248
 FO1248  STATE/COUNTY-  NM/BERNALILLO
 FO1248  USGS QUAD   -  ALBUQUERQUE EAST (1990)
 FO1248
 FO1248                         *CURRENT SURVEY CONTROL
 FO1248  ___________________________________________________________________
 FO1248* NAD 83(1992)-  35 03 30.35625(N)    106 37 18.48229(W)     ADJUSTED  
 FO1248* NAVD 88     -      1583.32   (+/-2cm)    5194.6    (feet)  VERTCON   
 FO1248  ___________________________________________________________________
 FO1248  LAPLACE CORR-           7.53  (seconds)                    DEFLEC99
 FO1248  GEOID HEIGHT-         -21.23  (meters)                     GEOID03
 FO1248
 FO1248  HORZ ORDER  -  SECOND
 FO1248  VERT ORDER  -  THIRD ? (See Below)
 FO1248
 FO1248.The horizontal coordinates were established by classical geodetic methods
 FO1248.and adjusted by the National Geodetic Survey in December 1993..
 FO1248
 FO1248.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1248.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1248.The vertical order pertains to the NGVD 29 superseded value.
 FO1248
 FO1248.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1248
 FO1248.The geoid height was determined by GEOID03.
 FO1248
 FO1248;                    North         East     Units Scale Factor Converg.
 FO1248;SPC NM C     -   450,119.317   466,086.456   MT  0.99991417   -0 12 48.8
 FO1248;SPC NM C     - 1,476,766.46  1,529,151.98   sFT  0.99991417   -0 12 48.8
 FO1248;UTM  13      - 3,880,725.516   352,106.516   MT  0.99986957   -0 55 54.3
 FO1248
 FO1248!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1248!SPC NM C     -   0.99975486  x   0.99991417  =   0.99966906
 FO1248!UTM  13      -   0.99975486  x   0.99986957  =   0.99962447
 FO1248
 FO1248:                Primary Azimuth Mark                     Grid Az
 FO1248:SPC NM C     -  G 8                                      089 43 06.8
 FO1248:UTM  13      -  G 8                                      090 26 12.3
 FO1248
 FO1248|---------------------------------------------------------------------|
 FO1248| PID    Reference Object                     Distance      Geod. Az  |
 FO1248|                                                           dddmmss.s |
 FO1248| FO1256 G 8                                 APPROX. 0.7 KM 0893018.0 |
 FO1248|---------------------------------------------------------------------|
 FO1248
 FO1248                          SUPERSEDED SURVEY CONTROL
 FO1248
 FO1248  NAD 83(1986)-  35 03 30.36179(N)    106 37 18.48339(W) AD(       ) 2
 FO1248  NAD 27      -  35 03 30.19131(N)    106 37 16.39455(W) AD(       ) 2
 FO1248  NGVD 29 (07/19/86) 1582.49   (m)         5191.9    (f) LEVELING    3  
 FO1248
 FO1248.Superseded values are not recommended for survey control.
 FO1248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1248.See file dsdata.txt to determine how the superseded data were derived.
 FO1248
 FO1248_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU5210780726(NAD 83)
 FO1248_MARKER: DD = SURVEY DISK
 FO1248_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FO1248_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FO1248_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO1248+STABILITY: SURFACE MOTION
 FO1248
 FO1248  HISTORY     - Date     Condition        Report By
 FO1248  HISTORY     - 1969     MONUMENTED       NMHD
 FO1248  HISTORY     - 20041219 MARK NOT FOUND   GEOCAC
 FO1248
 FO1248                          STATION DESCRIPTION
 FO1248
 FO1248'DESCRIBED BY NM HIGHWAY DEPT 1969 (SRC)
 FO1248'THE STATION IS LOCATED ON THE EAST SIDE OF THE INTERSECTION
 FO1248'OF GIBSON BLVD. AND YALE BLVD. ON GIBSON.
 FO1248'
 FO1248'TO REACH THE STATION FROM THE INTERSECTION OF CENTRAL AND THE
 FO1248'RAILROAD TRACKS (DOWNTOWN ALBUQUERQUE), GO EAST ON CENTRAL
 FO1248'(U.S.-66) FOR 0.60 MILE AND TURN SOUTH ON LOCUST.  CONTINUE
 FO1248'SOUTH ON LOCUST FOR 0.30 MILE AND ENTER THE RAMP TO I-25
 FO1248'SOUTH-BOUND.  TRAVEL SOUTH ON I-25 FOR 1.30 MILE AND TAKE
 FO1248'THE MILES ROAD-EAST EXIT.  AFTER ENTERING MILES ROAD, CONTINUE
 FO1248'EAST ON MILES ROAD FOR APPROXIMATELY 0.47 MILE, STAY ON THE
 FO1248'MAJOR STREET WHICH CHANGES TO GIBSON BLVD.  CONTINUE EAST
 FO1248'ON GIBSON FOR ANOTHER 0.45 MILE TO THE INTERSECTION OF GIBSON
 FO1248'BLVD. AND YALE BLVD.  THE STATION IS LOCATED ON THE EAST
 FO1248'SIDE OF THE INTERSECTION OF GIBSON.  THE POINT IS
 FO1248'APPROXIMATELY 15 FT EAST OF THE MEDIAN NOSE AND 1 FT NORTH OF
 FO1248'THE SOUTH CURB ON GIBSON.
 FO1248'
 FO1248'THE MONUMENT IS A STANDARD STATE HIGHWAY COMMISSION DISK STAMPED
 FO1248'STA. G-9, AND IS FLUSH WITH THE GROUND.
 FO1248'
 FO1248'FOR THE INFORMATION TO THE STATIONS I-25-30 AND G-8, SEE
 FO1248'THE TRAVERSE DESCRIPTION SHEETS FOR I-25-30 AND G-8.
 FO1248
 FO1248                          STATION RECOVERY (2004)
 FO1248
 FO1248'RECOVERY NOTE BY GEOCACHING 2004 (BMC)
 FO1248'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1692 ***********************************************************************
 FO1692  DESIGNATION -  G 9 A
 FO1692  PID         -  FO1692
 FO1692  STATE/COUNTY-  NM/BERNALILLO
 FO1692  USGS QUAD   -  ALBUQUERQUE WEST (1990)
 FO1692
 FO1692                         *CURRENT SURVEY CONTROL
 FO1692  ___________________________________________________________________
 FO1692* NAD 83(1986)-  35 03 31.     (N)    106 37 38.     (W)     SCALED    
 FO1692* NAVD 88     -      1568.430  (meters)    5145.76   (feet)  ADJUSTED  
 FO1692  ___________________________________________________________________
 FO1692  GEOID HEIGHT-         -21.25  (meters)                     GEOID03
 FO1692  DYNAMIC HT  -        1566.268 (meters)    5138.66  (feet)  COMP
 FO1692  MODELED GRAV-     979,201.6   (mgal)                       NAVD 88
 FO1692
 FO1692  VERT ORDER  -  FIRST     CLASS II
 FO1692
 FO1692.The horizontal coordinates were scaled from a topographic map and have
 FO1692.an estimated accuracy of +/- 6 seconds.
 FO1692
 FO1692.The orthometric height was determined by differential leveling
 FO1692.and adjusted by the National Geodetic Survey in April 1995..
 FO1692
 FO1692.The geoid height was determined by GEOID03.
 FO1692
 FO1692.The dynamic height is computed by dividing the NAVD 88
 FO1692.geopotential number by the normal gravity value computed on the
 FO1692.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO1692.degrees latitude (g = 980.6199 gals.).
 FO1692
 FO1692.The modeled gravity was interpolated from observed gravity values.
 FO1692
 FO1692;                    North         East    Units  Estimated Accuracy
 FO1692;SPC NM C     -   450,140.      465,590.      MT  (+/- 180 meters Scaled)
 FO1692
 FO1692                          SUPERSEDED SURVEY CONTROL
 FO1692
 FO1692.No superseded survey control is available for this station.
 FO1692
 FO1692_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU516807(NAD 83)
 FO1692_MARKER: DE = TRAVERSE STATION DISK
 FO1692_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 FO1692_SP_SET: RAIN GUTTER
 FO1692_STAMPING: G-9A 1984
 FO1692_MARK LOGO: NM0030
 FO1692_MAGNETIC: N = NO MAGNETIC MATERIAL
 FO1692_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FO1692_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FO1692+SATELLITE: SATELLITE OBSERVATIONS - October 02, 1991
 FO1692
 FO1692  HISTORY     - Date     Condition        Report By
 FO1692  HISTORY     - 1984     MONUMENTED       NM0030
 FO1692  HISTORY     - 19911002 GOOD             NGS
 FO1692  HISTORY     - 20041219 MARK NOT FOUND   GEOCAC
 FO1692
 FO1692                          STATION DESCRIPTION
 FO1692
 FO1692'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 FO1692'IN ALBUQUERQUE, AT THE INTERSECTION OF GIBSON BOULEVARD AND BUENA
 FO1692'VISTA STREET, IN A CONCRETE RAIN GUTTER AT THE WEST END OF A MEDIAN,
 FO1692'280.4 M (919.9 FT) WEST OF THE CENTER OF THE STREET, 7.9 M (25.9 FT)
 FO1692'SOUTH OF THE CENTER OF THE WESTBOUND LANES OF THE BOULEVARD, 7.6 M
 FO1692'(24.9 FT) NORTH OF AND LEVEL WITH THE CENTER OF THE EASTBOUND LANES
 FO1692'OF THE BOULEVARD, AND 0.2 M (0.7 FT) WEST OF THE WEST END OF THE
 FO1692'MEDIAN.
 FO1692
 FO1692                          STATION RECOVERY (2004)
 FO1692
 FO1692'RECOVERY NOTE BY GEOCACHING 2004 (BMC)
 FO1692'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0287 ***********************************************************************
 CW0287  DESIGNATION -  G 90
 CW0287  PID         -  CW0287
 CW0287  STATE/COUNTY-  NM/EDDY
 CW0287  USGS QUAD   -  HOPE SE (1956)
 CW0287
 CW0287                         *CURRENT SURVEY CONTROL
 CW0287  ___________________________________________________________________
 CW0287* NAD 83(1986)-  32 50 33.     (N)    104 35 38.     (W)     SCALED    
 CW0287* NAVD 88     -      1149.277  (meters)    3770.59   (feet)  ADJUSTED  
 CW0287  ___________________________________________________________________
 CW0287  GEOID HEIGHT-         -22.89  (meters)                     GEOID03
 CW0287  DYNAMIC HT  -        1147.655 (meters)    3765.26  (feet)  COMP
 CW0287  MODELED GRAV-     979,186.8   (mgal)                       NAVD 88
 CW0287
 CW0287  VERT ORDER  -  SECOND    CLASS 0
 CW0287
 CW0287.The horizontal coordinates were scaled from a topographic map and have
 CW0287.an estimated accuracy of +/- 6 seconds.
 CW0287
 CW0287.The orthometric height was determined by differential leveling
 CW0287.and adjusted by the National Geodetic Survey in June 1991..
 CW0287
 CW0287.The geoid height was determined by GEOID03.
 CW0287
 CW0287.The dynamic height is computed by dividing the NAVD 88
 CW0287.geopotential number by the normal gravity value computed on the
 CW0287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0287.degrees latitude (g = 980.6199 gals.).
 CW0287
 CW0287.The modeled gravity was interpolated from observed gravity values.
 CW0287
 CW0287;                    North         East    Units  Estimated Accuracy
 CW0287;SPC NM E     -   204,320.      140,610.      MT  (+/- 180 meters Scaled)
 CW0287
 CW0287                          SUPERSEDED SURVEY CONTROL
 CW0287
 CW0287  NGVD 29 (??/??/92) 1148.795  (m)         3769.00   (f) ADJ UNCH    2 0
 CW0287
 CW0287.Superseded values are not recommended for survey control.
 CW0287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0287.See file dsdata.txt to determine how the superseded data were derived.
 CW0287
 CW0287_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES380339(NAD 83)
 CW0287_MARKER: DB = BENCH MARK DISK
 CW0287_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CW0287_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CW0287_STAMPING: G-90 1934
 CW0287_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CW0287+STABILITY: SURFACE MOTION
 CW0287
 CW0287  HISTORY     - Date     Condition        Report By
 CW0287  HISTORY     - 1934     MONUMENTED       CGS
 CW0287
 CW0287                          STATION DESCRIPTION
 CW0287
 CW0287'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CW0287'10.0 MI E FROM HOPE.
 CW0287'10.0 MI. E. ALONG STATE NO. 83 (11.4 MI. W. OF ARTESIA) 60 FT. S. OF
 CW0287'THE CENTER LINE OF THE ROAD, 2 FT. N. OF THE S. R.O.W. FENCE, AND
 CW0287'ABOUT LEVEL WITH THE ROAD BED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0360 ***********************************************************************
 DR0360  DESIGNATION -  G 91
 DR0360  PID         -  DR0360
 DR0360  STATE/COUNTY-  NM/CHAVES
 DR0360  USGS QUAD   -  PETERS LAKE (1975)
 DR0360
 DR0360                         *CURRENT SURVEY CONTROL
 DR0360  ___________________________________________________________________
 DR0360* NAD 83(1986)-  33 12 30.     (N)    104 33 45.     (W)     SCALED    
 DR0360* NAVD 88     -      1134.817  (meters)    3723.15   (feet)  ADJUSTED  
 DR0360  ___________________________________________________________________
 DR0360  GEOID HEIGHT-         -22.98  (meters)                     GEOID03
 DR0360  DYNAMIC HT  -        1133.253 (meters)    3718.01  (feet)  COMP
 DR0360  MODELED GRAV-     979,219.7   (mgal)                       NAVD 88
 DR0360
 DR0360  VERT ORDER  -  SECOND    CLASS 0
 DR0360
 DR0360.The horizontal coordinates were scaled from a topographic map and have
 DR0360.an estimated accuracy of +/- 6 seconds.
 DR0360
 DR0360.The orthometric height was determined by differential leveling
 DR0360.and adjusted by the National Geodetic Survey in June 1991..
 DR0360
 DR0360.The geoid height was determined by GEOID03.
 DR0360
 DR0360.The dynamic height is computed by dividing the NAVD 88
 DR0360.geopotential number by the normal gravity value computed on the
 DR0360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0360.degrees latitude (g = 980.6199 gals.).
 DR0360
 DR0360.The modeled gravity was interpolated from observed gravity values.
 DR0360
 DR0360;                    North         East    Units  Estimated Accuracy
 DR0360;SPC NM E     -   244,880.      143,640.      MT  (+/- 180 meters Scaled)
 DR0360
 DR0360                          SUPERSEDED SURVEY CONTROL
 DR0360
 DR0360  NGVD 29 (??/??/92) 1134.252  (m)         3721.29   (f) ADJ UNCH    2 0
 DR0360
 DR0360.Superseded values are not recommended for survey control.
 DR0360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0360.See file dsdata.txt to determine how the superseded data were derived.
 DR0360
 DR0360_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES407744(NAD 83)
 DR0360_MARKER: Z = SEE DESCRIPTION
 DR0360_SETTING: 0 = UNSPECIFIED SETTING
 DR0360_STAMPING: G 91 1934
 DR0360_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR0360
 DR0360  HISTORY     - Date     Condition        Report By
 DR0360  HISTORY     - 1934     MONUMENTED       CGS
 DR0360  HISTORY     - 1945     GOOD             NGS
 DR0360
 DR0360                          STATION DESCRIPTION
 DR0360
 DR0360'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 DR0360'16.8 MI S FROM ROSWELL.
 DR0360'15.0 MILES NE OF FELIX.  MARK REDESCRIBED AROUND THE ROSWELL ARMY AIR
 DR0360'FIELD.  TO REACH FROM THE CHAVES COUNTY COURTHOUSE AT ROSWELL BY GOING
 DR0360'SOUTH ALONG STATE HIGHWAY (13) 5.1 MILES TO THE ENTRANCE OF THE
 DR0360'ROSWELL ARMY AIR FIELD, TURN LEFT (EAST) AND GO 1.5 MILES TO THE
 DR0360'NORTHEAST CORNER OF THE AIR FIELD, THENCE TURN RIGHT (SOUTH) AND GO
 DR0360'2.0 MILES TO THE SOUTHEAST CORNER OF THE AIR FIELD, THENCE TURN
 DR0360'RIGHT(WEST) AND GO 2.4 MILES TO THE SOUTH ENTRANCE OF THE FIELD,
 DR0360'THENCE TURN LEFT (SOUTH) AND GO 5.8 MILES TO MARK SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0455 ***********************************************************************
 DR0455  DESIGNATION -  G 92
 DR0455  PID         -  DR0455
 DR0455  STATE/COUNTY-  NM/CHAVES
 DR0455  USGS QUAD   -  MESA SE (1982)
 DR0455
 DR0455                         *CURRENT SURVEY CONTROL
 DR0455  ___________________________________________________________________
 DR0455* NAD 83(1986)-  33 50 48.     (N)    104 35 12.     (W)     SCALED    
 DR0455* NAVD 88     -      1265.303  (meters)    4151.25   (feet)  POSTED    
 DR0455  ___________________________________________________________________
 DR0455  GEOID HEIGHT-         -23.31  (meters)                     GEOID03
 DR0455  DYNAMIC HT  -        1263.570 (meters)    4145.56  (feet)  COMP
 DR0455  MODELED GRAV-     979,222.4   (mgal)                       NAVD 88
 DR0455
 DR0455  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 DR0455
 DR0455.The horizontal coordinates were scaled from a topographic map and have
 DR0455.an estimated accuracy of +/- 6 seconds.
 DR0455
 DR0455.The orthometric height was determined by differential leveling
 DR0455.and adjusted by the National Geodetic Survey in 1992..
 DR0455.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 DR0455.rate of 0.0 thru 1.0 mm/km.
 DR0455
 DR0455.The geoid height was determined by GEOID03.
 DR0455
 DR0455.The dynamic height is computed by dividing the NAVD 88
 DR0455.geopotential number by the normal gravity value computed on the
 DR0455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0455.degrees latitude (g = 980.6199 gals.).
 DR0455
 DR0455.The modeled gravity was interpolated from observed gravity values.
 DR0455
 DR0455;                    North         East    Units  Estimated Accuracy
 DR0455;SPC NM E     -   315,680.      141,560.      MT  (+/- 180 meters Scaled)
 DR0455
 DR0455                          SUPERSEDED SURVEY CONTROL
 DR0455
 DR0455  NGVD 29 (??/??/92) 1264.689  (m)         4149.23   (f) ADJ UNCH    2 0
 DR0455
 DR0455.Superseded values are not recommended for survey control.
 DR0455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0455.See file dsdata.txt to determine how the superseded data were derived.
 DR0455
 DR0455_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SET382452(NAD 83)
 DR0455_MARKER: DB = BENCH MARK DISK
 DR0455_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR0455_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DR0455_STAMPING: G 92 1934
 DR0455_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR0455+STABILITY: SURFACE MOTION
 DR0455
 DR0455  HISTORY     - Date     Condition        Report By
 DR0455  HISTORY     - 1934     MONUMENTED       CGS
 DR0455  HISTORY     - 1967     GOOD             USGS
 DR0455
 DR0455                          STATION DESCRIPTION
 DR0455
 DR0455'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 DR0455'35.1 MI N FROM ROSWELL.
 DR0455'33.0 MILES NORTH ALONG U. S. HIGHWAY 285 FROM THE COUNTY COURTHOUSE AT
 DR0455'ROSWELL, CHAVES COUNTY, 2.1 MILES NORTH OF T ROAD WEST, APPROXIMATELY
 DR0455'1150 FEET WEST OF PRESENT LOCATION OF HIGHWAY 285, 1400 FEET SOUTH OF
 DR0455'A STOCK TANK, 35 FEET EAST OF CENTERLINE OF 1934 LOCATION OF HIGHWAY
 DR0455'285.  A STANDARD DISK STAMPED G 92 1934 AND SET IN THE TOP OF A
 DR0455'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0147 ***********************************************************************
 EP0147  DESIGNATION -  G 93
 EP0147  PID         -  EP0147
 EP0147  STATE/COUNTY-  NM/GUADALUPE
 EP0147  USGS QUAD   -  LOCO DRAW (1981)
 EP0147
 EP0147                         *CURRENT SURVEY CONTROL
 EP0147  ___________________________________________________________________
 EP0147* NAD 83(1986)-  34 22 23.     (N)    105 00 01.     (W)     SCALED    
 EP0147* NAVD 88     -      1699.868  (meters)    5576.98   (feet)  ADJUSTED  
 EP0147  ___________________________________________________________________
 EP0147  GEOID HEIGHT-         -22.06  (meters)                     GEOID03
 EP0147  DYNAMIC HT  -        1697.435 (meters)    5569.00  (feet)  COMP
 EP0147  MODELED GRAV-     979,144.7   (mgal)                       NAVD 88
 EP0147
 EP0147  VERT ORDER  -  SECOND    CLASS 0
 EP0147
 EP0147.The horizontal coordinates were scaled from a topographic map and have
 EP0147.an estimated accuracy of +/- 6 seconds.
 EP0147
 EP0147.The orthometric height was determined by differential leveling
 EP0147.and adjusted by the National Geodetic Survey in June 1991..
 EP0147
 EP0147.The geoid height was determined by GEOID03.
 EP0147
 EP0147.The dynamic height is computed by dividing the NAVD 88
 EP0147.geopotential number by the normal gravity value computed on the
 EP0147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EP0147.degrees latitude (g = 980.6199 gals.).
 EP0147
 EP0147.The modeled gravity was interpolated from observed gravity values.
 EP0147
 EP0147;                    North         East    Units  Estimated Accuracy
 EP0147;SPC NM E     -   374,240.      103,660.      MT  (+/- 180 meters Scaled)
 EP0147
 EP0147                          SUPERSEDED SURVEY CONTROL
 EP0147
 EP0147  NGVD 29 (??/??/92) 1699.083  (m)         5574.41   (f) ADJ UNCH    2 0
 EP0147
 EP0147.Superseded values are not recommended for survey control.
 EP0147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EP0147.See file dsdata.txt to determine how the superseded data were derived.
 EP0147
 EP0147_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDU999035(NAD 83)
 EP0147_MARKER: DB = BENCH MARK DISK
 EP0147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EP0147_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EP0147_STAMPING: G-93 1934
 EP0147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EP0147+STABILITY: SURFACE MOTION
 EP0147
 EP0147  HISTORY     - Date     Condition        Report By
 EP0147  HISTORY     - 1934     MONUMENTED       CGS
 EP0147  HISTORY     - 1975     GOOD             USGS
 EP0147  HISTORY     - 1975     GOOD             USGS
 EP0147
 EP0147                          STATION DESCRIPTION
 EP0147
 EP0147'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EP0147'10.0 MI SE FROM JOFFRE.
 EP0147'10.0 MI. S.E. ALONG STATE NO. 2 (11.5 MI. N.W. OF RAMON) ABOUT 0.5 MI.
 EP0147'S. OF A DIP IN THE ROAD, AND A DRY WASH BEARING E., ABOUT 0.4 MI. N.
 EP0147'OF A SIDE ROAD BEARING W., AND 46 FT. E. OF THE CENTER LINE OF THE
 EP0147'ROAD.  NOTE-- FOLLOW NEW DESCRIPTION OF H-93 TO PRESENT HWY 285, THEN
 EP0147'FOLLOW HWY 285 3.0 MI TO A GRAVEL RD. W, GO W AT GRAVEL RD. 0.4 MI TO
 EP0147'A TRAIL (OLD HWY ROW) FOLLOW THE TRAIL 1.45 MI SE TO THE BM, MARK IS
 EP0147'45 FT. NE OF THE C/L OF THE TRAIL.  A STANDARD DISK STAMPED G 93 1934
 EP0147'AND SET IN THE TOP OF A CONCRETE POST.
 EP0147
 EP0147                          STATION RECOVERY (1975)
 EP0147
 EP0147'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 EP0147'RECOVERED IN GOOD CONDITION.
 EP0147
 EP0147                          STATION RECOVERY (1975)
 EP0147
 EP0147'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 EP0147'RAMON, ABOUT 11.4 MILES NW OF, ALONG US HIGHWAY 285, ABOUT 1300 FEET
 EP0147'SW OF THE HIGHWAY , ABOUT 1.45 MILES SE OF GRAVEL ROAD SW. IN THE NE
 EP0147'1/4 OF SECTION 25, T 2 N, R 18 E, 45' NE OF CENTERLINE OF THE OLD
 EP0147'HIGHWAY. A STANDARD DISK STAMPED 'G-93 1934' SET IN THE TOP OF A
 EP0147'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0239 ***********************************************************************
 DR0239  DESIGNATION -  G 94
 DR0239  PID         -  DR0239
 DR0239  STATE/COUNTY-  NM/CHAVES
 DR0239  USGS QUAD   -  COMANCHE SPRING (1975)
 DR0239
 DR0239                         *CURRENT SURVEY CONTROL
 DR0239  ___________________________________________________________________
 DR0239* NAD 83(1986)-  33 23 59.     (N)    104 17 00.     (W)     SCALED    
 DR0239* NAVD 88     -      1102.999  (meters)    3618.76   (feet)  POSTED    
 DR0239  ___________________________________________________________________
 DR0239  GEOID HEIGHT-         -23.23  (meters)                     GEOID03
 DR0239  DYNAMIC HT  -        1101.500 (meters)    3613.84  (feet)  COMP
 DR0239  MODELED GRAV-     979,238.1   (mgal)                       NAVD 88
 DR0239
 DR0239  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 DR0239
 DR0239.The horizontal coordinates were scaled from a topographic map and have
 DR0239.an estimated accuracy of +/- 6 seconds.
 DR0239
 DR0239.The orthometric height was determined by differential leveling
 DR0239.and adjusted by the National Geodetic Survey in 1992..
 DR0239.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 DR0239.rate of 2.1 thru 3.0 mm/km.
 DR0239
 DR0239.The geoid height was determined by GEOID03.
 DR0239
 DR0239.The dynamic height is computed by dividing the NAVD 88
 DR0239.geopotential number by the normal gravity value computed on the
 DR0239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0239.degrees latitude (g = 980.6199 gals.).
 DR0239
 DR0239.The modeled gravity was interpolated from observed gravity values.
 DR0239
 DR0239;                    North         East    Units  Estimated Accuracy
 DR0239;SPC NM E     -   266,080.      169,650.      MT  (+/- 180 meters Scaled)
 DR0239
 DR0239                          SUPERSEDED SURVEY CONTROL
 DR0239
 DR0239  NGVD 29 (??/??/92) 1102.497  (m)         3617.11   (f) ADJ UNCH    2 0
 DR0239
 DR0239.Superseded values are not recommended for survey control.
 DR0239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0239.See file dsdata.txt to determine how the superseded data were derived.
 DR0239
 DR0239_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES666958(NAD 83)
 DR0239_MARKER: Z = SEE DESCRIPTION
 DR0239_SETTING: 0 = UNSPECIFIED SETTING
 DR0239_STAMPING: G 94 1934
 DR0239_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR0239
 DR0239  HISTORY     - Date     Condition        Report By
 DR0239  HISTORY     - 1934     MONUMENTED       CGS
 DR0239  HISTORY     - 1943     GOOD             NGS
 DR0239
 DR0239                          STATION DESCRIPTION
 DR0239
 DR0239'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 DR0239'18.3 MI SE FROM ROSWELL.
 DR0239'THIS MARK IS 8.1 MILES EAST ALONG U. S. HIGHWAY NO. 380, THENCE, 2.0
 DR0239'MILES SOUTH ALONG A DIRT ROAD THROUGH A FIELD, THENCE, 8.2 MILES EAST
 DR0239'ALONG OLD U. S. HIGHWAY NO. 380 GRADE FROM THE COURTHOUSE AT ROSWELL.
 DR0239'MARK IS 0.4 MILE EAST OF OLD ROAD CROSSING AND POINT WHERE OLD HIGHWAY
 DR0239'MADE RIGHT ANGLE TURN TO THE SOUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0330 ***********************************************************************
 CV0330  DESIGNATION -  G 96
 CV0330  PID         -  CV0330
 CV0330  STATE/COUNTY-  NM/LEA
 CV0330  USGS QUAD   -  JAL NW (1979)
 CV0330
 CV0330                         *CURRENT SURVEY CONTROL
 CV0330  ___________________________________________________________________
 CV0330* NAD 83(1986)-  32 09 29.     (N)    103 11 37.     (W)     SCALED    
 CV0330* NAVD 88     -       976.463  (meters)    3203.61   (feet)  ADJUSTED  
 CV0330  ___________________________________________________________________
 CV0330  GEOID HEIGHT-         -23.41  (meters)                     GEOID03
 CV0330  DYNAMIC HT  -         975.092 (meters)    3199.11  (feet)  COMP
 CV0330  MODELED GRAV-     979,201.3   (mgal)                       NAVD 88
 CV0330
 CV0330  VERT ORDER  -  SECOND    CLASS 0
 CV0330
 CV0330.The horizontal coordinates were scaled from a topographic map and have
 CV0330.an estimated accuracy of +/- 6 seconds.
 CV0330
 CV0330.The orthometric height was determined by differential leveling
 CV0330.and adjusted by the National Geodetic Survey in June 1991..
 CV0330
 CV0330.The geoid height was determined by GEOID03.
 CV0330
 CV0330.The dynamic height is computed by dividing the NAVD 88
 CV0330.geopotential number by the normal gravity value computed on the
 CV0330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0330.degrees latitude (g = 980.6199 gals.).
 CV0330
 CV0330.The modeled gravity was interpolated from observed gravity values.
 CV0330
 CV0330;                    North         East    Units  Estimated Accuracy
 CV0330;SPC NM E     -   128,960.      272,500.      MT  (+/- 180 meters Scaled)
 CV0330
 CV0330                          SUPERSEDED SURVEY CONTROL
 CV0330
 CV0330  NGVD 29 (??/??/92)  976.053  (m)         3202.27   (f) ADJ UNCH    2 0
 CV0330
 CV0330.Superseded values are not recommended for survey control.
 CV0330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0330.See file dsdata.txt to determine how the superseded data were derived.
 CV0330
 CV0330_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFR703593(NAD 83)
 CV0330_MARKER: DB = BENCH MARK DISK
 CV0330_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0330_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CV0330_STAMPING: G-96 1935
 CV0330_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CV0330+STABILITY: SURFACE MOTION
 CV0330
 CV0330  HISTORY     - Date     Condition        Report By
 CV0330  HISTORY     - 1935     MONUMENTED       CGS
 CV0330  HISTORY     - 1969     MARK NOT FOUND   USGS
 CV0330
 CV0330                          STATION DESCRIPTION
 CV0330
 CV0330'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 CV0330'3.5 MI N FROM JAL.
 CV0330'3.5 MI. N. ALONG T. AND N.M. RY. ABOUT 1500 FT. E. OF MILE POST NO.
 CV0330'46, 105 FT. S. OF THE CENTER LINE OF TRACK, 50 FT. N. AND 1 FT. W. OF
 CV0330'R.O.W. FENCE CORNER, AND 28 FT. W. OF THE CENTER LINE OF HWY.
 CV0330
 CV0330                          STATION RECOVERY (1969)
 CV0330
 CV0330'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 CV0330'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0455 ***********************************************************************
 CV0455  DESIGNATION -  G 97
 CV0455  PID         -  CV0455
 CV0455  STATE/COUNTY-  NM/EDDY
 CV0455  USGS QUAD   -  LIVINGSTON RIDGE (1985)
 CV0455
 CV0455                         *CURRENT SURVEY CONTROL
 CV0455  ___________________________________________________________________
 CV0455* NAD 83(1986)-  32 28 02.     (N)    103 52 10.     (W)     SCALED    
 CV0455* NAVD 88     -       968.704  (meters)    3178.16   (feet)  POSTED    
 CV0455  ___________________________________________________________________
 CV0455  GEOID HEIGHT-         -24.10  (meters)                     GEOID03
 CV0455  DYNAMIC HT  -         967.330 (meters)    3173.65  (feet)  COMP
 CV0455  MODELED GRAV-     979,185.7   (mgal)                       NAVD 88
 CV0455
 CV0455  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 CV0455
 CV0455.The horizontal coordinates were scaled from a topographic map and have
 CV0455.an estimated accuracy of +/- 6 seconds.
 CV0455
 CV0455.The orthometric height was determined by differential leveling
 CV0455.and adjusted by the National Geodetic Survey in 1992..
 CV0455.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 CV0455.rate of 0.0 thru 1.0 mm/km.
 CV0455
 CV0455.The geoid height was determined by GEOID03.
 CV0455
 CV0455.The dynamic height is computed by dividing the NAVD 88
 CV0455.geopotential number by the normal gravity value computed on the
 CV0455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0455.degrees latitude (g = 980.6199 gals.).
 CV0455
 CV0455.The modeled gravity was interpolated from observed gravity values.
 CV0455
 CV0455;                    North         East    Units  Estimated Accuracy
 CV0455;SPC NM E     -   162,770.      208,610.      MT  (+/- 180 meters Scaled)
 CV0455
 CV0455                          SUPERSEDED SURVEY CONTROL
 CV0455
 CV0455  NGVD 29 (??/??/92)  968.250  (m)         3176.67   (f) ADJ UNCH    2 0
 CV0455
 CV0455.Superseded values are not recommended for survey control.
 CV0455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0455.See file dsdata.txt to determine how the superseded data were derived.
 CV0455
 CV0455_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFR062927(NAD 83)
 CV0455_MARKER: DB = BENCH MARK DISK
 CV0455_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0455_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CV0455_STAMPING: G-97 1935
 CV0455_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CV0455+STABILITY: SURFACE MOTION
 CV0455
 CV0455  HISTORY     - Date     Condition        Report By
 CV0455  HISTORY     - 1935     MONUMENTED       CGS
 CV0455
 CV0455                          STATION DESCRIPTION
 CV0455
 CV0455'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 CV0455'25.5 MI E FROM CARLSBAD.
 CV0455'25.5 MI. E. OF COURTHOUSE, ALONG U.S. NO. 62 325 FT. E. OF A CONC.
 CV0455'CULVERT, AND 52 FT. N. OF THE CENTER LINE OF HWY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0316 ***********************************************************************
 CV0316  DESIGNATION -  G 98
 CV0316  PID         -  CV0316
 CV0316  STATE/COUNTY-  NM/LEA
 CV0316  USGS QUAD   -  HOBBS SW (1979)
 CV0316
 CV0316                         *CURRENT SURVEY CONTROL
 CV0316  ___________________________________________________________________
 CV0316* NAD 83(1986)-  32 36 32.     (N)    103 08 52.     (W)     SCALED    
 CV0316* NAVD 88     -      1092.182  (meters)    3583.27   (feet)  ADJUSTED  
 CV0316  ___________________________________________________________________
 CV0316  GEOID HEIGHT-         -21.71  (meters)                     GEOID03
 CV0316  DYNAMIC HT  -        1090.717 (meters)    3578.46  (feet)  COMP
 CV0316  MODELED GRAV-     979,258.0   (mgal)                       NAVD 88
 CV0316
 CV0316  VERT ORDER  -  SECOND    CLASS 0
 CV0316
 CV0316.The horizontal coordinates were scaled from a topographic map and have
 CV0316.an estimated accuracy of +/- 6 seconds.
 CV0316
 CV0316.The orthometric height was determined by differential leveling
 CV0316.and adjusted by the National Geodetic Survey in June 1991..
 CV0316
 CV0316.The geoid height was determined by GEOID03.
 CV0316
 CV0316.The dynamic height is computed by dividing the NAVD 88
 CV0316.geopotential number by the normal gravity value computed on the
 CV0316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0316.degrees latitude (g = 980.6199 gals.).
 CV0316
 CV0316.The modeled gravity was interpolated from observed gravity values.
 CV0316
 CV0316;                    North         East    Units  Estimated Accuracy
 CV0316;SPC NM E     -   179,000.      276,270.      MT  (+/- 180 meters Scaled)
 CV0316
 CV0316                          SUPERSEDED SURVEY CONTROL
 CV0316
 CV0316  NGVD 29 (??/??/92) 1091.862  (m)         3582.22   (f) ADJ UNCH    2 0
 CV0316
 CV0316.Superseded values are not recommended for survey control.
 CV0316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0316.See file dsdata.txt to determine how the superseded data were derived.
 CV0316
 CV0316_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFS737094(NAD 83)
 CV0316_MARKER: DB = BENCH MARK DISK
 CV0316_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0316_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CV0316_STAMPING: G-98 1935
 CV0316_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CV0316+STABILITY: SURFACE MOTION
 CV0316_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CV0316+SATELLITE: SATELLITE OBSERVATIONS - January 30, 2006
 CV0316
 CV0316  HISTORY     - Date     Condition        Report By
 CV0316  HISTORY     - 1935     MONUMENTED       CGS
 CV0316  HISTORY     - 1941     GOOD             NGS
 CV0316  HISTORY     - 20060130 GOOD             INDIV
 CV0316
 CV0316                          STATION DESCRIPTION
 CV0316
 CV0316'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 CV0316'6.2 MI S FROM HOBBS.
 CV0316'6.2 MI. S. ALONG T. AND N. M. RY. 152 FT. E. OF MILE POST NO. 78, 102
 CV0316'FT. E. OF THE CENTER LINE OF TRACK, AND 2 FT. W. OF R.O.W. FENCE.
 CV0316
 CV0316                          STATION RECOVERY (1941)
 CV0316
 CV0316'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1941
 CV0316'RECOVERED IN GOOD CONDITION.
 CV0316
 CV0316                          STATION RECOVERY (2006)
 CV0316
 CV0316'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (CDG)
 CV0316'IN FENCE LINE EAST OF RAILROAD TRACKS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0158 ***********************************************************************
 EP0158  DESIGNATION -  G 99
 EP0158  PID         -  EP0158
 EP0158  STATE/COUNTY-  NM/DE BACA
 EP0158  USGS QUAD   -  DUNLAP (1982)
 EP0158
 EP0158                         *CURRENT SURVEY CONTROL
 EP0158  ___________________________________________________________________
 EP0158* NAD 83(1986)-  34 05 08.     (N)    104 31 41.     (W)     SCALED    
 EP0158* NAVD 88     -      1234.904  (meters)    4051.51   (feet)  ADJUSTED  
 EP0158  ___________________________________________________________________
 EP0158  GEOID HEIGHT-         -23.41  (meters)                     GEOID03
 EP0158  DYNAMIC HT  -        1233.242 (meters)    4046.06  (feet)  COMP
 EP0158  MODELED GRAV-     979,248.0   (mgal)                       NAVD 88
 EP0158
 EP0158  VERT ORDER  -  SECOND    CLASS 0
 EP0158
 EP0158.The horizontal coordinates were scaled from a topographic map and have
 EP0158.an estimated accuracy of +/- 6 seconds.
 EP0158
 EP0158.The orthometric height was determined by differential leveling
 EP0158.and adjusted by the National Geodetic Survey in June 1991..
 EP0158
 EP0158.The geoid height was determined by GEOID03.
 EP0158
 EP0158.The dynamic height is computed by dividing the NAVD 88
 EP0158.geopotential number by the normal gravity value computed on the
 EP0158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EP0158.degrees latitude (g = 980.6199 gals.).
 EP0158
 EP0158.The modeled gravity was interpolated from observed gravity values.
 EP0158
 EP0158;                    North         East    Units  Estimated Accuracy
 EP0158;SPC NM E     -   342,160.      147,030.      MT  (+/- 180 meters Scaled)
 EP0158
 EP0158                          SUPERSEDED SURVEY CONTROL
 EP0158
 EP0158  NGVD 29 (??/??/92) 1234.302  (m)         4049.54   (f) ADJ UNCH    2 0
 EP0158
 EP0158.Superseded values are not recommended for survey control.
 EP0158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EP0158.See file dsdata.txt to determine how the superseded data were derived.
 EP0158
 EP0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SET435717(NAD 83)
 EP0158_MARKER: DB = BENCH MARK DISK
 EP0158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EP0158_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EP0158_STAMPING: G-99 1934
 EP0158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EP0158+STABILITY: SURFACE MOTION
 EP0158
 EP0158  HISTORY     - Date     Condition        Report By
 EP0158  HISTORY     - 1934     MONUMENTED       CGS
 EP0158  HISTORY     - 1967     MARK NOT FOUND   USGS
 EP0158
 EP0158                          STATION DESCRIPTION
 EP0158
 EP0158'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EP0158'0.1 MI N FROM DUNLAP.
 EP0158'0.1 MI. N. OF P.O. ALONG STATE NO. 20 0.1 MI. S. OF A CATTLE GUARD
 EP0158'ACROSS THE ROAD, AND 47 FT. E. OF THE CENTER LINE OF THE ROAD.
 EP0158
 EP0158                          STATION RECOVERY (1967)
 EP0158
 EP0158'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 EP0158'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0137 ***********************************************************************
 CW0137  DESIGNATION -  GAGE
 CW0137  PID         -  CW0137
 CW0137  STATE/COUNTY-  NM/EDDY
 CW0137  USGS QUAD   -  CARLSBAD EAST (1985)
 CW0137
 CW0137                         *CURRENT SURVEY CONTROL
 CW0137  ___________________________________________________________________
 CW0137* NAD 83(1986)-  32 25 02.     (N)    104 13 28.     (W)     SCALED    
 CW0137* NAVD 88     -       944.685  (meters)    3099.35   (feet)  ADJUSTED  
 CW0137  ___________________________________________________________________
 CW0137  GEOID HEIGHT-         -24.25  (meters)                     GEOID03
 CW0137  DYNAMIC HT  -         943.347 (meters)    3094.96  (feet)  COMP
 CW0137  MODELED GRAV-     979,190.8   (mgal)                       NAVD 88
 CW0137
 CW0137  VERT ORDER  -  FIRST     CLASS I
 CW0137
 CW0137.The horizontal coordinates were scaled from a topographic map and have
 CW0137.an estimated accuracy of +/- 6 seconds.
 CW0137
 CW0137.The orthometric height was determined by differential leveling
 CW0137.and adjusted by the National Geodetic Survey in June 1991..
 CW0137
 CW0137.The geoid height was determined by GEOID03.
 CW0137
 CW0137.The dynamic height is computed by dividing the NAVD 88
 CW0137.geopotential number by the normal gravity value computed on the
 CW0137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0137.degrees latitude (g = 980.6199 gals.).
 CW0137
 CW0137.The modeled gravity was interpolated from observed gravity values.
 CW0137
 CW0137;                    North         East    Units  Estimated Accuracy
 CW0137;SPC NM E     -   157,140.      175,240.      MT  (+/- 180 meters Scaled)
 CW0137
 CW0137                          SUPERSEDED SURVEY CONTROL
 CW0137
 CW0137  NGVD 29 (??/??/92)  944.209  (m)         3097.79   (f) ADJ UNCH    1 1
 CW0137
 CW0137.Superseded values are not recommended for survey control.
 CW0137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0137.See file dsdata.txt to determine how the superseded data were derived.
 CW0137
 CW0137_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SER729869(NAD 83)
 CW0137_MARKER: DD = SURVEY DISK
 CW0137_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CW0137_SP_SET: RETAINING WALL
 CW0137_STAMPING: 3097.950 FT.
 CW0137_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CW0137_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CW0137+SATELLITE: SATELLITE OBSERVATIONS - July 09, 2005
 CW0137
 CW0137  HISTORY     - Date     Condition        Report By
 CW0137  HISTORY     - UNK      MONUMENTED       USGS
 CW0137  HISTORY     - 1957     GOOD             NGS
 CW0137  HISTORY     - 1977     GOOD             NGS
 CW0137  HISTORY     - 1981     GOOD             NGS
 CW0137  HISTORY     - 20050709 GOOD             USPSQD
 CW0137
 CW0137                          STATION DESCRIPTION
 CW0137
 CW0137'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 CW0137'0.1 MI S FROM CARLSBAD.
 CW0137'ABOUT 0.1 MILE SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 CW0137'FROM THE STATION AT CARLSBAD, IN THE TOP OF A CONCRETE RETAINING WALL,
 CW0137'82 FEET EAST OF THE EAST RAIL, 30 FEET SOUTH OF THE CENTER LINE OF U.
 CW0137'S. HIGHWAY 62, 14 1/2 FEET SOUTHEAST OF THE SOUTHWEST CORNER OF A
 CW0137'HIGHWAY BRIDGE OVER PECOS RIVER, AND ABOUT 8 FEET BELOW THE LEVEL OF
 CW0137'THE HIGHWAY.
 CW0137
 CW0137                          STATION RECOVERY (1977)
 CW0137
 CW0137'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CW0137'AT CARLSBAD, 0.1 MILE SOUTH ALONG THE ATCHISON TOPEKA AND SANTA FE
 CW0137'RAILWAY FROM THE STATION, AT THE CROSSING OF U.S. HIGHWAYS 180 AND
 CW0137'62 (EAST GREENE STREET) 82.1 FT. EAST OF THE EAST RAIL OF THE MAIN
 CW0137'TRACK, 30 FT. SOUTH OF THE CENTER LINE OF THE SOUTH LANES OF THE
 CW0137'HIGHWAY, IN THE TOP OF THE SOUTHERLY END OF A CONCRETE RETAINING WALL
 CW0137'UNDER THE HIGHWAY BRIDGE OVER THE PECOS RIVER, 11.0 FT. SOUTH OF THE
 CW0137'SOUTH EDGE OF THE BRIDGE, 14 FT. SOUTHEAST OF THE SOUTHWEST CORNER OF
 CW0137'THE BRIDGE, 14 FT. SOUTH OF BENCH MARK 1.  THIS IS A GAGING STATION
 CW0137'REFERENCE MARK DISK.  NO STAMPING VISIBLE ON THIS MARK.
 CW0137
 CW0137                          STATION RECOVERY (1981)
 CW0137
 CW0137'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CW0137'RECOVERED IN GOOD CONDITION.
 CW0137
 CW0137                          STATION RECOVERY (2005)
 CW0137
 CW0137'RECOVERY NOTE BY US POWER SQUADRON 2005 (RTK)
 CW0137'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0856 ***********************************************************************
 CW0856  DESIGNATION -  GAGE
 CW0856  PID         -  CW0856
 CW0856  STATE/COUNTY-  NM/OTERO
 CW0856  USGS QUAD   -  CORNUCOPIA CANYON (1965)
 CW0856
 CW0856                         *CURRENT SURVEY CONTROL
 CW0856  ___________________________________________________________________
 CW0856* NAD 83(1992)-  32 36 51.86172(N)    105 21 36.09489(W)     ADJUSTED  
 CW0856* NAVD 88     -      1797.     (meters)    5896.     (feet)  SCALED    
 CW0856  ___________________________________________________________________
 CW0856  LAPLACE CORR-          -3.33  (seconds)                    DEFLEC99
 CW0856  GEOID HEIGHT-         -20.94  (meters)                     GEOID03
 CW0856
 CW0856  HORZ ORDER  -  SECOND
 CW0856
 CW0856.The horizontal coordinates were established by classical geodetic methods
 CW0856.and adjusted by the National Geodetic Survey in December 1993..
 CW0856
 CW0856.The orthometric height was scaled from a topographic map.
 CW0856
 CW0856.The Laplace correction was computed from DEFLEC99 derived deflections.
 CW0856
 CW0856.The geoid height was determined by GEOID03.
 CW0856
 CW0856;                    North         East     Units Scale Factor Converg.
 CW0856;SPC NM C     -   179,342.697   583,523.853   MT  0.99998600   +0 28 46.9
 CW0856;SPC NM C     -   588,393.50  1,914,444.51   sFT  0.99998600   +0 28 46.9
 CW0856;SPC NM E     -   179,460.018    68,643.642   MT  1.00002354   -0 33 12.3
 CW0856;SPC NM E     -   588,778.41    225,208.35   sFT  1.00002354   -0 33 12.3
 CW0856;UTM  13      - 3,608,598.479   466,222.214   MT  0.99961407   -0 11 38.6
 CW0856
 CW0856!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CW0856!SPC NM C     -   0.99972127  x   0.99998600  =   0.99970727
 CW0856!SPC NM E     -   0.99972127  x   1.00002354  =   0.99974480
 CW0856!UTM  13      -   0.99972127  x   0.99961407  =   0.99933545
 CW0856
 CW0856:                Primary Azimuth Mark                     Grid Az
 CW0856:SPC NM C     -  GAGE AZ MK                               027 46 08.9
 CW0856:SPC NM E     -  GAGE AZ MK                               028 48 08.1
 CW0856:UTM  13      -  GAGE AZ MK                               028 26 34.4
 CW0856
 CW0856|---------------------------------------------------------------------|
 CW0856| PID    Reference Object                     Distance      Geod. Az  |
 CW0856|                                                           dddmmss.s |
 CW0856| CH9396 GAGE AZ MK                                         0281455.8 |
 CW0856| CH9397 GAGE RM 1                            20.858 METERS 10315     |
 CW0856| CH9398 GAGE RM 2                            20.559 METERS 19441     |
 CW0856|---------------------------------------------------------------------|
 CW0856
 CW0856                          SUPERSEDED SURVEY CONTROL
 CW0856
 CW0856  NAD 83(1986)-  32 36 51.86804(N)    105 21 36.09554(W) AD(       ) 2
 CW0856  NAD 27      -  32 36 51.48570(N)    105 21 34.17010(W) AD(       ) 2
 CW0856
 CW0856.Superseded values are not recommended for survey control.
 CW0856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0856.See file dsdata.txt to determine how the superseded data were derived.
 CW0856
 CW0856_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDS6622208598(NAD 83)
 CW0856_MARKER: DS = TRIANGULATION STATION DISK
 CW0856_SETTING: 80 = SET IN A BOULDER
 CW0856_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 CW0856
 CW0856  HISTORY     - Date     Condition        Report By
 CW0856  HISTORY     - 1934     MONUMENTED       CGS
 CW0856  HISTORY     - 1958     GOOD             CGS
 CW0856  HISTORY     - 1962     GOOD             CGS
 CW0856  HISTORY     - 1965     GOOD             USGS
 CW0856
 CW0856                          STATION DESCRIPTION
 CW0856
 CW0856'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 CW0856'ABOUT 2 MILES EAST OF PINON, JUST SOUTH OF THE RANCH ROAD LEADING
 CW0856'TO THE S.W. LEWIS RANCH, AND ON THE SUMMIT OF A SMALL, ROUNDED
 CW0856'HILL WHICH IS COVERED WITH CEDAR TREES.  TO REACH FROM PINON
 CW0856'FOLLOW THE ARTESIA-SALT FLAT ROAD 1.6 MILES, FOLLOW THE LEFT FORK
 CW0856'TOWARD ARTESIA 0.5 MILE TO A ROAD LEADING TO THE LEWIS RANCH,
 CW0856'FOLLOW THIS ROAD 0.2 MILE, TURN LEFT AND GO TO THE SUMMIT OF THE
 CW0856'HILL AND STATION, WHICH IS 26 FEET WEST OF A BLAZED CEDAR TREE.
 CW0856'THE STATION, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE
 CW0856'STANDARD DISKS SET IN BOULDERS.
 CW0856'ALL MARKS ARE FLUSH WITH SURFACE OF GROUND.  REFERENCE MARK NO. 1
 CW0856'IS 68.43 FEET FROM STATION S 76 DEG 45 MIN E, AND NO. 2
 CW0856'IS 53 FEET SOUTHWEST OF THE BLAZED TREE, AND 67.45 FEET
 CW0856'FROM STATION S 14 DEG 41 MIN W.  THE AZIMUTH MARK IS 45
 CW0856'FEET NORTH OF THE CENTER LINE OF THE ARTESIA ROAD AT A POINT 75
 CW0856'FEET SOUTH OF THE CENTER OF A CURVE EASTWARD, 100 FEET WEST OF
 CW0856'A DIM ROAD LEADING NORTH INTO A DEEP RAVINE, AND APPROXIMATELY
 CW0856'0.2 MILE FROM STATION N 28 DEG 15 MIN W.
 CW0856
 CW0856                          STATION RECOVERY (1958)
 CW0856
 CW0856'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (LFV)
 CW0856'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.  AZIMUTH
 CW0856'MARKS SEARCHED FOR BUT NOT RECOVERED.  DESCRIPTION ADEQUATE AND
 CW0856'CORRECT.
 CW0856
 CW0856                          STATION RECOVERY (1962)
 CW0856
 CW0856'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (REA)
 CW0856'ALL MARKS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION TO REACH
 CW0856'THE STATION FOLLOWS--
 CW0856'
 CW0856'TO REACH FROM THE POST OFFICE IN PINON, GO NORTH FOR 0.15 MILE TO
 CW0856'STATE ROAD 24.  TURN RIGHT ON STATE ROAD 24 AND GO EAST FOR 1.4
 CW0856'MILES TO A CATTLE GUARD.  CONTINUE EAST FOR 0.4 MILE TO A BLOCKED
 CW0856'OFF SIDE ROAD ON THE RIGHT, (CONTINUE EAST FOR 0.15 MILE, TURN
 CW0856'LEFT, ACROSS COUNTRY, AND GO NORTH FOR 0.1 MILE TO THE OLD
 CW0856'HIGHWAY AND THE AZIMUTH MARK AS DESCRIBED IN 1934), BEAR RIGHT
 CW0856'AND GO SOUTHEAST FOR 0.1 MILE TO THE TOP OF A CEDAR-COVERED
 CW0856'KNOLL AND THE STATION.
 CW0856'
 CW0856'AN ASTRO PARTY VISITED THIS STATION.
 CW0856
 CW0856                          STATION RECOVERY (1965)
 CW0856
 CW0856'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965 (JTD)
 CW0856'STATION AND REFERENCE MARKS FOUND IN GOOD CONDITION.
 CW0856'
 CW0856'NEW ROUTE DESC--TO REACH FROM PINON, GO EAST ON STATE ROAD 24 FOR
 CW0856'2.1 MI. AT THIS POINT TURN RIGHT OFF ROAD AND DRIVE SOUTH ACROSS
 CW0856'COUNTRY FOR 0.2 MI. TO TOP OF HILL AND STATION SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0973 ***********************************************************************
 CY0973  DESIGNATION -  GAGE EL PASO NAT GAS CO TANK
 CY0973  PID         -  CY0973
 CY0973  STATE/COUNTY-  NM/LUNA
 CY0973  USGS QUAD   -  GAGE (1976)
 CY0973
 CY0973                         *CURRENT SURVEY CONTROL
 CY0973  ___________________________________________________________________
 CY0973* NAD 83(1992)-  32 10 03.49924(N)    108 04 22.63820(W)     ADJUSTED  
 CY0973* NAVD 88     -                                                        
 CY0973  ___________________________________________________________________
 CY0973  LAPLACE CORR-           0.63  (seconds)                    DEFLEC99
 CY0973  GEOID HEIGHT-         -24.69  (meters)                     GEOID03
 CY0973
 CY0973  HORZ ORDER  -  THIRD
 CY0973
 CY0973.The horizontal coordinates were established by classical geodetic methods
 CY0973.and adjusted by the National Geodetic Survey in December 1993..
 CY0973
 CY0973
 CY0973.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY0973
 CY0973.The geoid height was determined by GEOID03.
 CY0973
 CY0973;                    North         East     Units Scale Factor Converg.
 CY0973;SPC NM W     -   129,481.646   807,400.539   MT  0.99992296   -0 07 39.3
 CY0973;SPC NM W     -   424,807.70  2,648,946.60   sFT  0.99992296   -0 07 39.3
 CY0973;UTM  12      - 3,562,773.124   776,023.211   MT  1.00053968   +1 33 33.6
 CY0973;UTM  13      - 3,563,157.199   210,211.704   MT  1.00063576   -1 38 13.8
 CY0973
 CY0973                          SUPERSEDED SURVEY CONTROL
 CY0973
 CY0973  NAD 83(1986)-  32 10 03.49738(N)    108 04 22.63707(W) AD(       ) 4
 CY0973  NAD 27      -  32 10 03.17604(N)    108 04 20.50158(W) AD(       ) 3
 CY0973
 CY0973.Superseded values are not recommended for survey control.
 CY0973.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0973.See file dsdata.txt to determine how the superseded data were derived.
 CY0973
 CY0973_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYA7602362773(NAD 83)
 CY0973_MARKER: 53 = ELEVATED TANK
 CY0973
 CY0973  HISTORY     - Date     Condition        Report By
 CY0973  HISTORY     - 1970     FIRST OBSERVED   NGS
 CY0973
 CY0973                          STATION DESCRIPTION
 CY0973
 CY0973'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WMJ)
 CY0973'THE STATION IS THE FINIAL KNOB ATOP THE GAGE, EL PASO NATURAL GAS
 CY0973'COMPANY WATER TANK THAT IS LOCATED ABOUT 20 MILES WEST-SOUTHWEST OF
 CY0973'DEMING, 21 MILES EAST-SOUTHEAST OF SEPAR AND 4-1/2 MILES SOUTH OF
 CY0973'GAGE.  THE TANK IS CYLINDRICAL IN SHAPE SUPPORTED BY FOUR
 CY0973'STRUCTURAL STEEL LEGS AND IS PAINTED WHITE IN COLOR.  IT IS 120
 CY0973'FEET IN HEIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0971 ***********************************************************************
 CY0971  DESIGNATION -  GAGE LARGEST TANK
 CY0971  PID         -  CY0971
 CY0971  STATE/COUNTY-  NM/LUNA
 CY0971  USGS QUAD   -  GAGE (1976)
 CY0971
 CY0971                         *CURRENT SURVEY CONTROL
 CY0971  ___________________________________________________________________
 CY0971* NAD 83(1992)-  32 10 04.99095(N)    108 04 23.68124(W)     ADJUSTED  
 CY0971* NAVD 88     -                                                        
 CY0971  ___________________________________________________________________
 CY0971  LAPLACE CORR-           0.63  (seconds)                    DEFLEC99
 CY0971  GEOID HEIGHT-         -24.68  (meters)                     GEOID03
 CY0971
 CY0971  HORZ ORDER  -  THIRD
 CY0971
 CY0971.The horizontal coordinates were established by classical geodetic methods
 CY0971.and adjusted by the National Geodetic Survey in December 1993..
 CY0971
 CY0971
 CY0971.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY0971
 CY0971.The geoid height was determined by GEOID03.
 CY0971
 CY0971;                    North         East     Units Scale Factor Converg.
 CY0971;SPC NM W     -   129,527.652   807,373.316   MT  0.99992298   -0 07 39.8
 CY0971;SPC NM W     -   424,958.64  2,648,857.29   sFT  0.99992298   -0 07 39.8
 CY0971;UTM  12      - 3,562,818.337   775,994.627   MT  1.00053949   +1 33 33.1
 CY0971;UTM  13      - 3,563,203.939   210,185.684   MT  1.00063594   -1 38 14.5
 CY0971
 CY0971                          SUPERSEDED SURVEY CONTROL
 CY0971
 CY0971  NAD 83(1986)-  32 10 04.98956(N)    108 04 23.67866(W) AD(       ) 4
 CY0971  NAD 27      -  32 10 04.66748(N)    108 04 21.54181(W) AD(       ) 3
 CY0971
 CY0971.Superseded values are not recommended for survey control.
 CY0971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0971.See file dsdata.txt to determine how the superseded data were derived.
 CY0971
 CY0971_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYA7599562818(NAD 83)
 CY0971_MARKER: 51 = TANK
 CY0971
 CY0971  HISTORY     - Date     Condition        Report By
 CY0971  HISTORY     - 1939     FIRST OBSERVED   CGS
 CY0971
 CY0971                          STATION DESCRIPTION
 CY0971
 CY0971'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0972 ***********************************************************************
 CY0972  DESIGNATION -  GAGE SOUTHERN PAC RR MW KO 1
 CY0972  PID         -  CY0972
 CY0972  STATE/COUNTY-  NM/LUNA
 CY0972  USGS QUAD   -  GAGE (1976)
 CY0972
 CY0972                         *CURRENT SURVEY CONTROL
 CY0972  ___________________________________________________________________
 CY0972* NAD 83(1992)-  32 10 29.07820(N)    108 05 40.37974(W)     ADJUSTED  
 CY0972* NAVD 88     -                                                        
 CY0972  ___________________________________________________________________
 CY0972  LAPLACE CORR-           0.84  (seconds)                    DEFLEC99
 CY0972  GEOID HEIGHT-         -24.69  (meters)                     GEOID03
 CY0972
 CY0972  HORZ ORDER  -  THIRD
 CY0972
 CY0972.The horizontal coordinates were established by classical geodetic methods
 CY0972.and adjusted by the National Geodetic Survey in December 1993..
 CY0972
 CY0972
 CY0972.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY0972
 CY0972.The geoid height was determined by GEOID03.
 CY0972
 CY0972;                    North         East     Units Scale Factor Converg.
 CY0972;SPC NM W     -   130,274.225   805,365.767   MT  0.99992415   -0 08 20.8
 CY0972;SPC NM W     -   427,408.02  2,642,270.85   sFT  0.99992415   -0 08 20.8
 CY0972;UTM  12      - 3,563,505.901   773,964.733   MT  1.00052572   +1 32 53.3
 CY0972
 CY0972                          SUPERSEDED SURVEY CONTROL
 CY0972
 CY0972  NAD 83(1986)-  32 10 29.07615(N)    108 05 40.37875(W) AD(       ) 4
 CY0972  NAD 27      -  32 10 28.75573(N)    108 05 38.24101(W) AD(       ) 3
 CY0972
 CY0972.Superseded values are not recommended for survey control.
 CY0972.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0972.See file dsdata.txt to determine how the superseded data were derived.
 CY0972
 CY0972_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYA7396563506(NAD 83)
 CY0972_MARKER: 45 = MICROWAVE TOWER
 CY0972
 CY0972  HISTORY     - Date     Condition        Report By
 CY0972  HISTORY     - 1970     FIRST OBSERVED   NGS
 CY0972
 CY0972                          STATION DESCRIPTION
 CY0972
 CY0972'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WMJ)
 CY0972'THE STATION IS THE TOP CENTER OF THE GAGE, SOUTHERN PACIFIC RAIL
 CY0972'ROAD COMPANY MICROWAVE TOWER KO 1 THAT IS LOCATED ABOUT 21 MILES
 CY0972'SW OF DEMING, 18 MILES SOUTHEAST OF SEPAR AND 3 MILES SOUTH OF
 CY0972'GAGE.  THE TOWER IS A THREE LEGGED STEEL STRUCTURE THAT IS
 CY0972'UNPAINTED AND SUPPORTS FOUR DISH SHAPED ANTENNAS.  IT IS 150 FEET
 CY0972'IN HEIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0172 ***********************************************************************
 EQ0172  DESIGNATION -  GAGING STATION
 EQ0172  PID         -  EQ0172
 EQ0172  STATE/COUNTY-  NM/SOCORRO
 EQ0172  USGS QUAD   -  ABEYTAS (1979)
 EQ0172
 EQ0172                         *CURRENT SURVEY CONTROL
 EQ0172  ___________________________________________________________________
 EQ0172* NAD 83(1986)-  34 24 33.     (N)    106 51 11.     (W)     SCALED    
 EQ0172* NAVD 88     -      1446.399  (meters)    4745.39   (feet)  ADJUSTED  
 EQ0172  ___________________________________________________________________
 EQ0172  GEOID HEIGHT-         -21.83  (meters)                     GEOID03
 EQ0172  DYNAMIC HT  -        1444.391 (meters)    4738.81  (feet)  COMP
 EQ0172  MODELED GRAV-     979,197.4   (mgal)                       NAVD 88
 EQ0172
 EQ0172  VERT ORDER  -  FIRST     CLASS II
 EQ0172
 EQ0172.The horizontal coordinates were scaled from a topographic map and have
 EQ0172.an estimated accuracy of +/- 6 seconds.
 EQ0172
 EQ0172.The orthometric height was determined by differential leveling
 EQ0172.and adjusted by the National Geodetic Survey in June 1991..
 EQ0172
 EQ0172.The geoid height was determined by GEOID03.
 EQ0172
 EQ0172.The dynamic height is computed by dividing the NAVD 88
 EQ0172.geopotential number by the normal gravity value computed on the
 EQ0172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0172.degrees latitude (g = 980.6199 gals.).
 EQ0172
 EQ0172.The modeled gravity was interpolated from observed gravity values.
 EQ0172
 EQ0172;                    North         East    Units  Estimated Accuracy
 EQ0172;SPC NM C     -   378,200.      444,560.      MT  (+/- 180 meters Scaled)
 EQ0172
 EQ0172                          SUPERSEDED SURVEY CONTROL
 EQ0172
 EQ0172  NGVD 29 (??/??/92) 1445.661  (m)         4742.97   (f) ADJ UNCH    1 2
 EQ0172
 EQ0172.Superseded values are not recommended for survey control.
 EQ0172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0172.See file dsdata.txt to determine how the superseded data were derived.
 EQ0172
 EQ0172_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU296090(NAD 83)
 EQ0172_MARKER: DD = SURVEY DISK
 EQ0172_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EQ0172_SP_SET: PIER
 EQ0172_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EQ0172
 EQ0172  HISTORY     - Date     Condition        Report By
 EQ0172  HISTORY     - UNK      MONUMENTED       USGS
 EQ0172  HISTORY     - 1951     GOOD             NGS
 EQ0172
 EQ0172                          STATION DESCRIPTION
 EQ0172
 EQ0172'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 EQ0172'1.1 MI SW FROM BERNARDO.
 EQ0172'1.1 MILES SOUTHWEST ALONG U.S. HIGHWAY 85 FROM ITS JUNCTION WITH U.S.
 EQ0172'HIGHWAY 60 AT BERNARDO, 12 FEET SOUTHEAST OF THE CENTER LINE OF A
 EQ0172'BRIDGE, SET IN THE TOP OF THE SOUTHEAST END OF THE SOUTHWEST CONCRETE
 EQ0172'PIER OF A BRIDGE OVER THE PUERCO RIVER, 4 FEET BELOW THE LEVEL OF THE
 EQ0172'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0337 ***********************************************************************
 EQ0337  DESIGNATION -  GAGING STATION
 EQ0337  PID         -  EQ0337
 EQ0337  STATE/COUNTY-  NM/VALENCIA
 EQ0337  USGS QUAD   -  TOME (1991)
 EQ0337
 EQ0337                         *CURRENT SURVEY CONTROL
 EQ0337  ___________________________________________________________________
 EQ0337* NAD 83(1986)-  34 39 09.     (N)    106 44 11.     (W)     SCALED    
 EQ0337* NAVD 88     -      1469.586  (meters)    4821.47   (feet)  ADJUSTED  
 EQ0337  ___________________________________________________________________
 EQ0337  GEOID HEIGHT-         -21.85  (meters)                     GEOID03
 EQ0337  DYNAMIC HT  -        1467.541 (meters)    4814.76  (feet)  COMP
 EQ0337  MODELED GRAV-     979,193.3   (mgal)                       NAVD 88
 EQ0337
 EQ0337  VERT ORDER  -  FIRST     CLASS II
 EQ0337
 EQ0337.The horizontal coordinates were scaled from a topographic map and have
 EQ0337.an estimated accuracy of +/- 6 seconds.
 EQ0337
 EQ0337.The orthometric height was determined by differential leveling
 EQ0337.and adjusted by the National Geodetic Survey in June 1991..
 EQ0337
 EQ0337.The geoid height was determined by GEOID03.
 EQ0337
 EQ0337.The dynamic height is computed by dividing the NAVD 88
 EQ0337.geopotential number by the normal gravity value computed on the
 EQ0337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0337.degrees latitude (g = 980.6199 gals.).
 EQ0337
 EQ0337.The modeled gravity was interpolated from observed gravity values.
 EQ0337
 EQ0337;                    North         East    Units  Estimated Accuracy
 EQ0337;SPC NM C     -   405,140.      455,420.      MT  (+/- 180 meters Scaled)
 EQ0337
 EQ0337                          SUPERSEDED SURVEY CONTROL
 EQ0337
 EQ0337.No superseded survey control is available for this station.
 EQ0337
 EQ0337_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU408358(NAD 83)
 EQ0337_MARKER: DD = SURVEY DISK
 EQ0337_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EQ0337_SP_SET: BRIDGE
 EQ0337_STAMPING: GAGING STATION
 EQ0337_MARK LOGO: USGS  
 EQ0337_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EQ0337
 EQ0337  HISTORY     - Date     Condition        Report By
 EQ0337  HISTORY     - UNK      MONUMENTED       USGS
 EQ0337  HISTORY     - 1958     GOOD             NGS
 EQ0337  HISTORY     - 1982     GOOD             NGS
 EQ0337  HISTORY     - 20050206 MARK NOT FOUND   GEOCAC
 EQ0337
 EQ0337                          STATION DESCRIPTION
 EQ0337
 EQ0337'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 EQ0337'2.1 MI E FROM BELEN.
 EQ0337'ABOUT 2.1 MILES EAST ALONG STATE HIGHWAY 6 FROM THE ATCHISON, TOPEKA
 EQ0337'AND SANTA FE RAILWAY STATION AT BELEN, IN THE TOP OF THE NORTH END OF
 EQ0337'THE SOUTHEAST CONCRETE RETAINING WALL OF THE BRIDGE OVER THE RIO
 EQ0337'GRANDE, 12 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 8
 EQ0337'INCHES ABOVE THE LEVEL OF THE HIGHWAY.
 EQ0337
 EQ0337                          STATION RECOVERY (1982)
 EQ0337
 EQ0337'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 EQ0337'RECOVERED IN GOOD CONDITION.
 EQ0337
 EQ0337                          STATION RECOVERY (2005)
 EQ0337
 EQ0337'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 EQ0337'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0547 ***********************************************************************
 GM0547  DESIGNATION -  GAGING STATION
 GM0547  PID         -  GM0547
 GM0547  STATE/COUNTY-  NM/TAOS
 GM0547  USGS QUAD   -  QUESTA (1995)
 GM0547
 GM0547                         *CURRENT SURVEY CONTROL
 GM0547  ___________________________________________________________________
 GM0547* NAD 83(1986)-  36 42 11.     (N)    105 34 06.     (W)     SCALED    
 GM0547* NAVD 88     -      2274.250  (meters)    7461.44   (feet)  ADJUSTED  
 GM0547  ___________________________________________________________________
 GM0547  GEOID HEIGHT-         -17.01  (meters)                     GEOID03
 GM0547  DYNAMIC HT  -        2271.045 (meters)    7450.92  (feet)  COMP
 GM0547  MODELED GRAV-     979,141.5   (mgal)                       NAVD 88
 GM0547
 GM0547  VERT ORDER  -  SECOND    CLASS 0
 GM0547
 GM0547.The horizontal coordinates were scaled from a topographic map and have
 GM0547.an estimated accuracy of +/- 6 seconds.
 GM0547
 GM0547.The orthometric height was determined by differential leveling
 GM0547.and adjusted by the National Geodetic Survey in June 1991..
 GM0547
 GM0547.The geoid height was determined by GEOID03.
 GM0547
 GM0547.The dynamic height is computed by dividing the NAVD 88
 GM0547.geopotential number by the normal gravity value computed on the
 GM0547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GM0547.degrees latitude (g = 980.6199 gals.).
 GM0547
 GM0547.The modeled gravity was interpolated from observed gravity values.
 GM0547
 GM0547;                    North         East    Units  Estimated Accuracy
 GM0547;SPC NM C     -   632,740.      560,910.      MT  (+/- 180 meters Scaled)
 GM0547
 GM0547                          SUPERSEDED SURVEY CONTROL
 GM0547
 GM0547  NGVD 29 (??/??/92) 2272.943  (m)         7457.15   (f) ADJ UNCH    2 0
 GM0547
 GM0547.Superseded values are not recommended for survey control.
 GM0547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0547.See file dsdata.txt to determine how the superseded data were derived.
 GM0547
 GM0547_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDA492620(NAD 83)
 GM0547_MARKER: DD = SURVEY DISK
 GM0547_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GM0547_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GM0547_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GM0547+STABILITY: SURFACE MOTION
 GM0547
 GM0547  HISTORY     - Date     Condition        Report By
 GM0547  HISTORY     - UNK      MONUMENTED       USGS
 GM0547  HISTORY     - 1957     GOOD             NGS
 GM0547  HISTORY     - 1966     GOOD             LOCSUR
 GM0547
 GM0547                          STATION DESCRIPTION
 GM0547
 GM0547'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GM0547'1.6 MI E FROM QUESTA.
 GM0547'ABOUT 1.6 MILES EAST ALONG STATE HIGHWAY 38 FROM THE JUNCTION OF STATE
 GM0547'HIGHWAY 3 AT QUESTA, 176 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 GM0547'49 FEET EAST OF THE CENTER LINE OF A CURVE IN A PRIVATE ROAD, 16 FEET
 GM0547'SOUTH OF THE SOUTH BANK OF RED RIVER, 7 1/2 FEET SOUTHEAST OF THE
 GM0547'SOUTHEAST CORNER OF A SMALL BUILDING THAT HOUSES THE STREAM GAGE,
 GM0547'ABOUT 25 FEET BELOW THE LEVEL OF THE HIGHWAY AND IN THE TOP OF A
 GM0547'CONCRETE POST WHICH PROJECTS 7 INCHES.
 GM0547
 GM0547                          STATION RECOVERY (1966)
 GM0547
 GM0547'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1966
 GM0547'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0743 ***********************************************************************
 FN0743  DESIGNATION -  GALISTEO
 FN0743  PID         -  FN0743
 FN0743  STATE/COUNTY-  NM/SANTA FE
 FN0743  USGS QUAD   -  GLORIETA (1993)
 FN0743
 FN0743                         *CURRENT SURVEY CONTROL
 FN0743  ___________________________________________________________________
 FN0743* NAD 83(1992)-  35 31 07.16343(N)    105 52 09.36556(W)     ADJUSTED  
 FN0743* NAVD 88     -      2142.7    (meters)    7030.     (feet)  VERTCON   
 FN0743  ___________________________________________________________________
 FN0743  LAPLACE CORR-           5.97  (seconds)                    DEFLEC99
 FN0743  GEOID HEIGHT-         -18.61  (meters)                     GEOID03
 FN0743
 FN0743  HORZ ORDER  -  THIRD
 FN0743
 FN0743.The horizontal coordinates were established by classical geodetic methods
 FN0743.and adjusted by the National Geodetic Survey in December 1993..
 FN0743
 FN0743.The NAVD 88 height was computed by applying the VERTCON shift value to
 FN0743.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FN0743
 FN0743.The Laplace correction was computed from DEFLEC99 derived deflections.
 FN0743
 FN0743.The geoid height was determined by GEOID03.
 FN0743
 FN0743;                    North         East     Units Scale Factor Converg.
 FN0743;SPC NM C     -   501,177.639   534,532.204   MT  0.99991469   +0 13 16.3
 FN0743;SPC NM C     - 1,644,280.30  1,753,711.07   sFT  0.99991469   +0 13 16.3
 FN0743;UTM  13      - 3,930,909.948   421,180.613   MT  0.99967656   -0 30 18.2
 FN0743
 FN0743!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FN0743!SPC NM C     -   0.99966673  x   0.99991469  =   0.99958144
 FN0743!UTM  13      -   0.99966673  x   0.99967656  =   0.99934339
 FN0743
 FN0743                          SUPERSEDED SURVEY CONTROL
 FN0743
 FN0743  NAD 83(1986)-  35 31 07.16763(N)    105 52 09.37292(W) AD(       ) 3
 FN0743  NGVD 29 (09/14/90) 2141.6    (m)         7026.     (f) VERT ANG       
 FN0743
 FN0743.Superseded values are not recommended for survey control.
 FN0743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0743.See file dsdata.txt to determine how the superseded data were derived.
 FN0743
 FN0743_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV2118130910(NAD 83)
 FN0743_MARKER: DS = TRIANGULATION STATION DISK
 FN0743_SETTING: 0 = UNSPECIFIED SETTING
 FN0743_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FN0743
 FN0743  HISTORY     - Date     Condition        Report By
 FN0743  HISTORY     - 1951     MONUMENTED       USGS
 FN0743
 FN0743                          STATION DESCRIPTION
 FN0743
 FN0743'DESCRIBED BY US GEOLOGICAL SURVEY 1951
 FN0743'STATION IS LOCATED ABOUT 11 MI. S. AND 3 MI. E. OF SANTA FE, NEW
 FN0743'MEXICO, ON A LOW CEDAR COVERED RIDGE.
 FN0743'
 FN0743'TO REACH FROM THE PLAZA IN SANTA FE PROCEED SE. ALONG U.S. HIGHWAY
 FN0743'85-84 9.4 MI. TO JUNCTION WITH U.S. HIGHWAY 285, THENCE RIGHT ALONG
 FN0743'HIGHWAY 285 2.9 MI. TO GATE ON LEFT, THENCE LEFT THRU GATE SE. ALONG
 FN0743'OLD DIRT HIGHWAY 1.5 MI. TO FORKS AT TOP OF HILL, THENCE ALONG LEFT
 FN0743'FORK NE. 0.1 MI. TO FORKS, THENCE ALONG LEFT FORK NE. 0.5 MI. TO
 FN0743'FORKS, THENCE LEFT, N., ACROSS WIDE DRAIN AND UP RIDGE 1.0 MI. TO
 FN0743'POINT WHERE TRAIL MEETS SMALL DRAIN TO THE SW.  STATION LIES 164 FT.
 FN0743'SW. IN SMALL CLEARING.
 FN0743'
 FN0743'STATION MARK--STANDARD TABLET SET IN TOP OF A CONCRETE POST PROJECTING
 FN0743'6 IN. ABOVE GROUND, STAMPED---SF-GALISTEO 1951---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0931 ***********************************************************************
 DR0931  DESIGNATION -  GALLA
 DR0931  PID         -  DR0931
 DR0931  STATE/COUNTY-  NM/LINCOLN
 DR0931  USGS QUAD   -  JUAN LARGO CANYON EAST (1981)
 DR0931
 DR0931                         *CURRENT SURVEY CONTROL
 DR0931  ___________________________________________________________________
 DR0931* NAD 83(1992)-  33 56 01.42255(N)    105 06 01.61707(W)     ADJUSTED  
 DR0931* NAVD 88     -      1631.7    (meters)    5353.     (feet)  VERTCON   
 DR0931  ___________________________________________________________________
 DR0931  LAPLACE CORR-          -7.02  (seconds)                    DEFLEC99
 DR0931  GEOID HEIGHT-         -21.99  (meters)                     GEOID03
 DR0931
 DR0931  HORZ ORDER  -  FIRST
 DR0931
 DR0931.The horizontal coordinates were established by classical geodetic methods
 DR0931.and adjusted by the National Geodetic Survey in December 1993..
 DR0931
 DR0931.The NAVD 88 height was computed by applying the VERTCON shift value to
 DR0931.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DR0931
 DR0931.The Laplace correction was computed from DEFLEC99 derived deflections.
 DR0931
 DR0931.The geoid height was determined by GEOID03.
 DR0931
 DR0931;                    North         East     Units Scale Factor Converg.
 DR0931;SPC NM C     -   325,898.826   606,275.489   MT  1.00003919   +0 38 30.4
 DR0931;SPC NM C     - 1,069,219.73  1,989,088.83   sFT  1.00003919   +0 38 30.4
 DR0931;UTM  13      - 3,754,812.506   490,716.536   MT  0.99960106   -0 03 21.9
 DR0931
 DR0931!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR0931!SPC NM C     -   0.99974736  x   1.00003919  =   0.99978654
 DR0931!UTM  13      -   0.99974736  x   0.99960106  =   0.99934852
 DR0931
 DR0931:                Primary Azimuth Mark                     Grid Az
 DR0931:SPC NM C     -  COWBOY                                   017 34 48.3
 DR0931:UTM  13      -  COWBOY                                   018 16 40.6
 DR0931
 DR0931|---------------------------------------------------------------------|
 DR0931| PID    Reference Object                     Distance      Geod. Az  |
 DR0931|                                                           dddmmss.s |
 DR0931| EP0610 COWBOY                              APPROX.11.8 KM 0181318.7 |
 DR0931| CJ6438 GALLA RM 1                           25.390 METERS 07051     |
 DR0931| CJ6437 GALLA AZ MK                                        1761350.5 |
 DR0931| CJ6439 GALLA RM 2                           12.433 METERS 35331     |
 DR0931|---------------------------------------------------------------------|
 DR0931
 DR0931                          SUPERSEDED SURVEY CONTROL
 DR0931
 DR0931  NAD 83(1986)-  33 56 01.42792(N)    105 06 01.61616(W) AD(       ) 1
 DR0931  NAD 27      -  33 56 01.12501(N)    105 05 59.65582(W) AD(       ) 1
 DR0931  NGVD 29 (07/19/86) 1631.0    (m)         5351.     (f) VERT ANG       
 DR0931
 DR0931.Superseded values are not recommended for survey control.
 DR0931.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0931.See file dsdata.txt to determine how the superseded data were derived.
 DR0931
 DR0931_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDT9071754813(NAD 83)
 DR0931_MARKER: DS = TRIANGULATION STATION DISK
 DR0931_SETTING: 66 = SET IN ROCK OUTCROP
 DR0931_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 DR0931
 DR0931  HISTORY     - Date     Condition        Report By
 DR0931  HISTORY     - 1934     MONUMENTED       CGS
 DR0931  HISTORY     - 1968     GOOD             USGS
 DR0931
 DR0931                          STATION DESCRIPTION
 DR0931
 DR0931'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 DR0931'ABOUT 16 MILES SOUTH OF MOSELEY, ABOUT 9 MILES NORTH OF GARCIANAS
 DR0931'RANCH, ON THE HIGHEST POINT OF A PROMINENT HILL WITH GENTLY
 DR0931'SLOPING SIDES TO THE WEST AND BLUFFS TO THE EAST WHICH OVERLOOK
 DR0931'GALLA VALLEY.  TO REACH FROM GARCIANAS RANCH, GO NORTH 1.8
 DR0931'MILES ON THE MAIN ROAD, PASS THROUGH A GATE AND GO 0.1 MILE,
 DR0931'FOLLOW RIGHT FORK 1.3 MILES, PASS THROUGH A GATE AND GO
 DR0931'1.4 MILES, FOLLOW RIGHT FORK STRAIGHT AHEAD 2.2 MILES, PASS
 DR0931'THROUGH GATE AND GO 0.3 MILE TO A CROSSROADS, FOLLOW RIGHT
 DR0931'FORK 1.1 MILES, TURN RIGHT ONTO A DIM ROAD LEADING NORTHEAST
 DR0931'DOWN THE WASH AND GO ABOUT 0.2 MILE, CROSS THE WASH AND
 DR0931'CONTINUE 1.9 MILES ON A TRAIL UP SIDE CANYON NORTHWARD,
 DR0931'PASS THROUGH A GATE AND GO EAST 0.8 MILE ACROSS COUNTRY TO
 DR0931'THE HIGHEST POINT AND THE STATION.  THE STATION, AZIMUTH
 DR0931'AND REFERENCE MARKS ARE STANDARD DISKS SET IN BEDROCK.
 DR0931'REFERENCE MARK NO. 1 IS
 DR0931'NEAR EDGE OF THE BLUFFS, AND 25.524 METERS (83.74 FEET) FROM
 DR0931'STATION, AND NO. 2 IS 12.483 METERS
 DR0931'(40.95 FEET) FROM STATION.  THE
 DR0931'AZIMUTH MARK IS NEAR THE EAST END OF A LONG RIDGE WHICH
 DR0931'SLOPES GENTLY WESTWARD AND BREAKS SHARPLY EASTWARD, ABOUT 6
 DR0931'INCHES NORTH OF 3-FOOT CAIRN WHICH IS ABOUT 20 PACES
 DR0931'NORTHWEST OF A 7-FOOT CAIRN NEAR THE END OF THE RIDGE, AND
 DR0931'APPROXIMATELY 1/2 MILE FROM STATION S 03 DEG 46 MIN E.
 DR0931
 DR0931                          STATION RECOVERY (1968)
 DR0931
 DR0931'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968 (JTD)
 DR0931'NOTE--DISTANCES TO R.M. 1 AND 2 DIFFER FROM USC AND GS DATA
 DR0931'BY -0.44 FT. AND -0.16 FT. RESPECTIVELY.
 DR0931'
 DR0931'STATION FOUND IN GOOD CONDITION AS DESCRIBED.
 DR0931'
 DR0931'REVISED DESCRIPTION--
 DR0931'
 DR0931'THE STATION IS LOCATED N 41 DEG W, ABOUT 50 MI. (AIRLINE)
 DR0931'FROM ROSWELL, NEW MEXICO N 88 DEG W, ABOUT 28 MI. (AIRLINE)
 DR0931'FROM THE JCT. OF U.S. HIGHWAY 285 AND STATE HIGHWAY 20, ON
 DR0931'THE HIGHEST PART OF A PROMINENT HILL.  ABOUT 7 FT. W. OF A
 DR0931'USC AND GS WITNESS SIGN MOUNTED ON A METAL POST.  THE STATION
 DR0931'SITE CAN BE LOCATED FROM THE ROSWELL (NI 13-8) 1--250,000
 DR0931'SERIES MAP.
 DR0931'
 DR0931'TO REACH THE STATION FROM THE JCT. OF U.S. HIGHWAY 285 AND
 DR0931'STATE HIGHWAY 48 AT THE N EDGE OF ROSWELL, GO W AND N ON STATE
 DR0931'HIGHWAY 48 FOR 36 MI. TO A GRADED RD. N.  LEAVE STATE HIGHWAY
 DR0931'48 AND FOLLOW MAIN GRADED RD. N. FOR 3.5 MI. TO A RD. FORK,
 DR0931'THENCE LEFT ALONG MAIN RD. FOR 7.9 MI. TO A RANCH HOUSE,
 DR0931'PASS THROUGH RANCH YD. AND FOLLOW MAIN RD. N FOR 1.7 MI.
 DR0931'TO A RD. FORK, THENCE RIGHT ALONG MAIN RD. FOR 7.4 MI. TO A
 DR0931'CATTLEGUARD JUST S. OF A RANCH HOUSE.  LEAVE MAIN RD. AND
 DR0931'FOLLOW A DIM TRACK RD. ESE FOR 0.85 MI. TO A TRAIL FORK,
 DR0931'THENCE LEFT ALONG TRAIL TO FENCE THEN NE ALONG FENCE FOR
 DR0931'1.0 MI. TO FENCE CORNER.  GO THROUGH TWO GATES AND TAKE
 DR0931'TRAIL SE ALONG FENCE FOR 0.5 MI.  AT THIS POINT LEAVE RD.
 DR0931'AND DRIVE NE ACROSS COUNTRY FOR 0.55 MI. TO HIGHEST PART OF
 DR0931'HILL AND STATION.
 DR0931'
 DR0931'STATION MARK--A USC AND GS BRONZE TABLET SET IN A ROCK OUTCROP.
 DR0931'THE TABLET IS STAMPED GALLA 1934.
 DR0931'
 DR0931'REFERENCE MARK NO. 1--A USC AND GS BRONZE R.M. TABLET SET
 DR0931'IN A ROCK OUTCROP, AND STAMPED GALLA NO. 1 1934.
 DR0931'
 DR0931'REFERENCE MARK NO. 2--A USC AND GS BRONZE R.M. TABLET SET
 DR0931'IN A ROCK OUTCROP, AND STAMPED GALLA NO. 2 1934.
 DR0931'
 DR0931'THE AZIMUTH MARK WAS NOT SEARCHED FOR.  STATION COWBOY 7 MI.
 DR0931'NNE IS VISIBLE FROM THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM1055 ***********************************************************************
 FM1055  DESIGNATION -  GALLEGOS
 FM1055  PID         -  FM1055
 FM1055  STATE/COUNTY-  NM/HARDING
 FM1055  USGS QUAD   -  SALITRE CANYON (1969)
 FM1055
 FM1055                         *CURRENT SURVEY CONTROL
 FM1055  ___________________________________________________________________
 FM1055* NAD 83(1992)-  35 37 49.02802(N)    103 45 24.21144(W)     ADJUSTED  
 FM1055* NAVD 88     -      1537.9    (meters)    5046.     (feet)  VERTCON   
 FM1055  ___________________________________________________________________
 FM1055  LAPLACE CORR-          -4.52  (seconds)                    DEFLEC99
 FM1055  GEOID HEIGHT-         -21.90  (meters)                     GEOID03
 FM1055
 FM1055  HORZ ORDER  -  SECOND
 FM1055
 FM1055.The horizontal coordinates were established by classical geodetic methods
 FM1055.and adjusted by the National Geodetic Survey in December 1993..
 FM1055
 FM1055.The NAVD 88 height was computed by applying the VERTCON shift value to
 FM1055.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FM1055
 FM1055.The Laplace correction was computed from DEFLEC99 derived deflections.
 FM1055
 FM1055.The geoid height was determined by GEOID03.
 FM1055
 FM1055;                    North         East     Units Scale Factor Converg.
 FM1055;SPC NM E     -   513,652.876   217,226.213   MT  0.99994269   +0 20 09.3
 FM1055;SPC NM E     - 1,685,209.48    712,683.00   sFT  0.99994269   +0 20 09.3
 FM1055;UTM  13      - 3,943,654.587   612,576.925   MT  0.99975617   +0 43 27.7
 FM1055
 FM1055!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FM1055!SPC NM E     -   0.99976210  x   0.99994269  =   0.99970481
 FM1055!UTM  13      -   0.99976210  x   0.99975617  =   0.99951833
 FM1055
 FM1055|---------------------------------------------------------------------|
 FM1055| PID    Reference Object                     Distance      Geod. Az  |
 FM1055|                                                           dddmmss.s |
 FM1055| CJ6441 GALLEGOS RM 1                         9.441 METERS 09025     |
 FM1055| CJ6440 GALLEGOS AZ MK                                     2571612.4 |
 FM1055| CJ6442 GALLEGOS RM 2                        12.082 METERS 33721     |
 FM1055|---------------------------------------------------------------------|
 FM1055
 FM1055                          SUPERSEDED SURVEY CONTROL
 FM1055
 FM1055  NAD 83(1986)-  35 37 49.03688(N)    103 45 24.20771(W) AD(       ) 2
 FM1055  NAD 27      -  35 37 48.88160(N)    103 45 22.33110(W) AD(       ) 2
 FM1055  NGVD 29 (07/19/86) 1537.3    (m)         5044.     (f) VERT ANG       
 FM1055
 FM1055.Superseded values are not recommended for survey control.
 FM1055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM1055.See file dsdata.txt to determine how the superseded data were derived.
 FM1055
 FM1055_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFV1257743655(NAD 83)
 FM1055_MARKER: DS = TRIANGULATION STATION DISK
 FM1055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM1055
 FM1055  HISTORY     - Date     Condition        Report By
 FM1055  HISTORY     - 1960     MONUMENTED       CGS
 FM1055  HISTORY     - 1963     GOOD             CGS
 FM1055
 FM1055                          STATION DESCRIPTION
 FM1055
 FM1055'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (HWK)
 FM1055'THE STATION IS APPROXIMATELY 15 MILES SOUTHEAST OF MOSQUERO,
 FM1055'2-3/4 MILES NORTHWEST OF THE UTE RIVER BRIDGE IN GALLEGOS, 3/4
 FM1055'MILE WEST OF STATE HIGHWAY 39, ON THE SUMMIT AND EAST EDGE
 FM1055'OF A LARGE, HIGH MESA WHICH OVERLOOKS THE UTE RIVER TO THE EAST,
 FM1055'ON PROPERTY OWNED BY MR. FRANK DEBACA.
 FM1055'
 FM1055'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 FM1055'39 AND 65, 9 MILES (AIRLINE EAST OF MOSQUERO, GO SOUTH ON HIGHWAY
 FM1055'39 FOR 14.2 MILES TO A SIDE ROAD ON THE RIGHT, 0.2 MILE BEFORE
 FM1055'REACHING THE UTE RIVER BRIDGE.  TURN RIGHT AND GO SOUTHERLY
 FM1055'ON A GRADED ROAD 0.2 MILE TO THE GALLEGOS RANCH.  BEAR RIGHT
 FM1055'0.05 MILE TO A SMALL STONE BUILDING ON THE RIGHT.  TURN RIGHT
 FM1055'ON A TRACK ROAD JUST AFTER PASSING THE STONE BUILDING AND GO
 FM1055'NORTHEAST 0.05 MILE TO A WIRE GATE.  PASS THROUGH THE GATE,
 FM1055'BEAR LEFT AND GO WESTERLY ON THE MAIN TRACK ROAD 0.35 MILE
 FM1055'TO A STREAM BED.  CONTINUE WEST, CROSSING THE STREAM BED AND
 FM1055'FOLLOW THE MAIN TRACK ROAD 1.9 MILES TO A SMALL DAM.  CROSS
 FM1055'THE DAM AND GO UPHILL ON THE MAIN ROAD 1.3 MILES TO A
 FM1055'FENCE AT THE TOP OF THE MESA.  CONTINUE STRAIGHT AHEAD ON
 FM1055'THE MAIN ROAD AND GO WEST AND NORTH 0.7 MILE TO A WIRE
 FM1055'GATE.  PASS THROUGH THE GATE AND GO NORTH ON THE MAIN
 FM1055'TRACK ROAD 0.9 MILE TO A ROAD FORK AT A POND ON THE
 FM1055'LEFT.  BEAR RIGHT WITH THE MAIN TRACK ROAD AND GO
 FM1055'NORTHEAST 0.1 MILE TO THE AZIMUTH MARK ON THE LEFT.
 FM1055'CONTINUE NORTHEAST ON THE TRACK ROAD 0.6 MILE TO A ROCK
 FM1055'QUARRY.  BEAR RIGHT AND GO SOUTHERLY ACROSS THE TOP OF
 FM1055'THE MESA 0.1 MILE TO THE HIGHEST PART OF THE MESA AND THE
 FM1055'STATION.
 FM1055'
 FM1055'STATION MARKS ARE STANDARD DISKS STAMPED GALLEGOS 1960.  THE
 FM1055'SURFACE DISK IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS
 FM1055'4 INCHES.  IT IS ABOUT 200 FEET SOUTHWEST OF THE ROCK QUARRY,
 FM1055'90 FEET NORTHWEST OF THE SOUTHEAST EDGE OF THE MESA AND 5.7
 FM1055'FEET SOUTHWEST OF A METAL WITNESS POST.  THE UNDERGROUND DISK
 FM1055'IS SET IN AN IRREGULAR MASS OF CONCRETE 34 INCHES BELOW THE
 FM1055'SURFACE OF THE GROUND.
 FM1055'
 FM1055'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED GALLEGOS NO
 FM1055'1 1960, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS
 FM1055'3 INCHES.  IT IS 63 FEET NORTHWEST OF THE SOUTHEAST EDGE OF THE
 FM1055'MESA 25.5 FEET EAST OF THE METAL WITNESS POST.
 FM1055'
 FM1055'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED GALLEGOS NO 2
 FM1055'1960, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.
 FM1055'IT IS 40.5 FEET NORTH OF THE METAL WITNESS POST.
 FM1055'
 FM1055'AZIMUTH MARK IS A STANDARD DISK STAMPED GALLEGOS 1960, SET
 FM1055'IN A SQUARE CONCRETE POST WHICH PROJECTS 5 INCHES.  IT IS
 FM1055'17 FEET SOUTHWEST OF THE CENTER OF THE TRACK ROAD AND 2.0 FEET
 FM1055'NORTHEAST OF A METAL WITNESS POST.
 FM1055'
 FM1055'NOTE--REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
 FM1055
 FM1055                          STATION RECOVERY (1963)
 FM1055
 FM1055'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CKP)
 FM1055'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 FM1055'FOUND IN GOOD CONDITION.  THE TO REACH FOR THE STATION IS
 FM1055'ADEQUATE.  THIS STATION WAS VISITED BY ASTRONOMIC PARTY C-621.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0495 ***********************************************************************
 GN0495  DESIGNATION -  GALLINA 2
 GN0495  PID         -  GN0495
 GN0495  STATE/COUNTY-  NM/RIO ARRIBA
 GN0495  USGS QUAD   -  LLAVES (1983)
 GN0495
 GN0495                         *CURRENT SURVEY CONTROL
 GN0495  ___________________________________________________________________
 GN0495* NAD 83(1992)-  36 29 19.92910(N)    106 45 57.34631(W)     ADJUSTED  
 GN0495* NAVD 88     -      2722.1    (meters)    8931.     (feet)  VERTCON   
 GN0495  ___________________________________________________________________
 GN0495  LAPLACE CORR-           3.39  (seconds)                    DEFLEC99
 GN0495  GEOID HEIGHT-         -18.90  (meters)                     GEOID03
 GN0495
 GN0495  HORZ ORDER  -  THIRD
 GN0495
 GN0495.The horizontal coordinates were established by classical geodetic methods
 GN0495.and adjusted by the National Geodetic Survey in December 1993..
 GN0495
 GN0495.The NAVD 88 height was computed by applying the VERTCON shift value to
 GN0495.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GN0495
 GN0495.The Laplace correction was computed from DEFLEC99 derived deflections.
 GN0495
 GN0495.The geoid height was determined by GEOID03.
 GN0495
 GN0495;                    North         East     Units Scale Factor Converg.
 GN0495;SPC NM C     -   608,877.886   453,775.129   MT  0.99992632   -0 18 24.5
 GN0495;SPC NM C     - 1,997,626.86  1,488,760.57   sFT  0.99992632   -0 18 24.5
 GN0495;UTM  13      - 4,039,623.253   341,821.683   MT  0.99990827   -1 03 01.3
 GN0495
 GN0495!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GN0495!SPC NM C     -   0.99957594  x   0.99992632  =   0.99950229
 GN0495!UTM  13      -   0.99957594  x   0.99990827  =   0.99948425
 GN0495
 GN0495:                Primary Azimuth Mark                     Grid Az
 GN0495:SPC NM C     -  DEADMAN LOOKOUT TOWER                    187 48 04.1
 GN0495:UTM  13      -  DEADMAN LOOKOUT TOWER                    188 32 40.9
 GN0495
 GN0495|---------------------------------------------------------------------|
 GN0495| PID    Reference Object                     Distance      Geod. Az  |
 GN0495|                                                           dddmmss.s |
 GN0495| GN0494 DEADMAN LOOKOUT TOWER               APPROX. 7.0 KM 1872939.6 |
 GN0495|---------------------------------------------------------------------|
 GN0495
 GN0495                          SUPERSEDED SURVEY CONTROL
 GN0495
 GN0495  NAD 83(1986)-  36 29 19.92989(N)    106 45 57.35300(W) AD(       ) 3
 GN0495  NAD 27      -  36 29 19.88836(N)    106 45 55.21367(W) AD(       ) 3
 GN0495  NGVD 29 (07/19/86) 2720.8    (m)         8926.     (f) VERT ANG       
 GN0495
 GN0495.Superseded values are not recommended for survey control.
 GN0495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0495.See file dsdata.txt to determine how the superseded data were derived.
 GN0495
 GN0495_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCA4182239623(NAD 83)
 GN0495_MARKER: DD = SURVEY DISK
 GN0495_SETTING: 66 = SET IN ROCK OUTCROP
 GN0495_SP_SET: SET IN ROCK OUTCROP
 GN0495_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GN0495+STABILITY: POSITION/ELEVATION WELL
 GN0495
 GN0495  HISTORY     - Date     Condition        Report By
 GN0495  HISTORY     - 1951     MONUMENTED       USGS
 GN0495
 GN0495                          STATION DESCRIPTION
 GN0495
 GN0495'DESCRIBED BY US GEOLOGICAL SURVEY 1951
 GN0495'STATION IS LOCATED APPROXIMATELY 11 MI. S. OF EL VADO RESERVOIR DAM,
 GN0495'NEW MEXICO, ON THE SW. END OF GALLINA PEAK.
 GN0495'
 GN0495'TO REACH FROM EL VADO RESERVOIR DAM, PROCEED S. ON NEW MEXICO STATE
 GN0495'HIGHWAY NO. 12 FOR 7.0 MI.  TURN LEFT ON FOREST SERVICE RD. FOR 8.5
 GN0495'MI. TO MAIN RD.  TURN RIGHT ON LOGGING RD. FOR 1.0 MI. TO BASE OF
 GN0495'MOUNTAIN AND END OF TRUCK TRAVEL.  CLIMB ROCKY RIM AND CONTINUE TO
 GN0495'TOP AT SW. END OF GALLINA PEAK, AT EDGE OF TIMBER, OAKBRUSH, AND
 GN0495'STATION.
 GN0495'
 GN0495'STATION MARK--STANDARD USGS BRONZE TABLET, STAMPED ---GALLINA NO.
 GN0495'2 1951---, SET IN CONCRETE IN SOLID ROCK.
 GN0495'
 GN0495'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ1043 ***********************************************************************
 EQ1043  DESIGNATION -  GALLINAS
 EQ1043  PID         -  EQ1043
 EQ1043  STATE/COUNTY-  NM/SOCORRO
 EQ1043  USGS QUAD   -  INDIAN MESA (1964)
 EQ1043
 EQ1043                         *CURRENT SURVEY CONTROL
 EQ1043  ___________________________________________________________________
 EQ1043* NAD 83(1992)-  34 18 23.32280(N)    107 32 48.04281(W)     ADJUSTED  
 EQ1043* NAVD 88     -      2656.8    (meters)    8717.     (feet)  VERTCON   
 EQ1043  ___________________________________________________________________
 EQ1043  LAPLACE CORR-          -1.25  (seconds)                    DEFLEC99
 EQ1043  GEOID HEIGHT-         -21.27  (meters)                     GEOID03
 EQ1043
 EQ1043  HORZ ORDER  -  FIRST
 EQ1043
 EQ1043.The horizontal coordinates were established by classical geodetic methods
 EQ1043.and adjusted by the National Geodetic Survey in December 1993..
 EQ1043
 EQ1043.The NAVD 88 height was computed by applying the VERTCON shift value to
 EQ1043.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EQ1043
 EQ1043.The Laplace correction was computed from DEFLEC99 derived deflections.
 EQ1043
 EQ1043.The geoid height was determined by GEOID03.
 EQ1043
 EQ1043;                    North         East     Units Scale Factor Converg.
 EQ1043;SPC NM C     -   367,407.912   380,646.753   MT  1.00007554   -0 43 51.3
 EQ1043;SPC NM C     - 1,205,404.12  1,248,838.56   sFT  1.00007554   -0 43 51.3
 EQ1043;UTM  13      - 3,799,075.283   265,639.369   MT  1.00027708   -1 26 09.6
 EQ1043
 EQ1043!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EQ1043!SPC NM C     -   0.99958645  x   1.00007554  =   0.99966196
 EQ1043!UTM  13      -   0.99958645  x   1.00027708  =   0.99986341
 EQ1043
 EQ1043:                Primary Azimuth Mark                     Grid Az
 EQ1043:SPC NM C     -  LA CRUZ PEAK                             051 19 56.0
 EQ1043:UTM  13      -  LA CRUZ PEAK                             052 02 14.3
 EQ1043
 EQ1043|---------------------------------------------------------------------|
 EQ1043| PID    Reference Object                     Distance      Geod. Az  |
 EQ1043|                                                           dddmmss.s |
 EQ1043| EQ1042 LA CRUZ PEAK                        APPROX.15.1 KM 0503604.7 |
 EQ1043| EQ1040 SANDERS PEAK                        APPROX.25.2 KM 0883608.2 |
 EQ1043| CD2922 GALLINAS AZ MK                                     2004108.9 |
 EQ1043| EQ1047 AUGUSTINE WINDMILL                  APPROX.27.8 KM 2064512.6 |
 EQ1043| CD2923 GALLINAS RM 1                         6.222 METERS 25053     |
 EQ1043| CD2924 GALLINAS RM 2                        17.733 METERS 30922     |
 EQ1043|---------------------------------------------------------------------|
 EQ1043
 EQ1043                          SUPERSEDED SURVEY CONTROL
 EQ1043
 EQ1043  NAD 83(1986)-  34 18 23.32605(N)    107 32 48.04591(W) AD(       ) 1
 EQ1043  NAD 27      -  34 18 23.10992(N)    107 32 45.89579(W) AD(       ) 1
 EQ1043  NGVD 29 (07/19/86) 2655.8    (m)         8713.     (f) VERT ANG       
 EQ1043
 EQ1043.Superseded values are not recommended for survey control.
 EQ1043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ1043.See file dsdata.txt to determine how the superseded data were derived.
 EQ1043
 EQ1043_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBT6563999075(NAD 83)
 EQ1043_MARKER: DS = TRIANGULATION STATION DISK
 EQ1043_SETTING: 66 = SET IN ROCK OUTCROP
 EQ1043
 EQ1043  HISTORY     - Date     Condition        Report By
 EQ1043  HISTORY     - 1945     MONUMENTED       CGS
 EQ1043  HISTORY     - 1948     GOOD             CGS
 EQ1043
 EQ1043                          STATION DESCRIPTION
 EQ1043
 EQ1043'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (RAM)
 EQ1043'STATION IS LOCATED ABOUT 20 MILES NW OF MAGDALENA AND ABOUT
 EQ1043'16 MILES NE OF AUGUSTINE.  IT IS ON A ROUND PEAK AT THE N
 EQ1043'END OF THE GALLINAS MOUNTAINS, THIS PEAK BEING PROMINENT DUE
 EQ1043'TO A LARGE, LONE TREE AT ITS TOP.
 EQ1043'
 EQ1043'TO REACH STATION FROM MAGDALENA, GO W ON U.S. HIGHWAY 60
 EQ1043'FOR 12.9 MILES TO A BLADED ROAD LEADING TO THE RIGHT AT A
 EQ1043'SIGN MIDWAY 13, TURN RIGHT AND CONTINUE FOR 1.1 MILES TO
 EQ1043'A CATTLE GUARD, CONTINUE STRAIGHT AHEAD ON THE BLADED ROAD
 EQ1043'FOR 8.0 MILES TO ANOTHER CATTLE GUARD, CONTINUE STRAIGHT
 EQ1043'AHEAD FOR 2.4 MILES TO A FORK TO THE RIGHT, KEEP LEFT OR
 EQ1043'STRAIGHT AHEAD FOR 0.5 MILE TO THE FOREST BOUNDARY.  JUST
 EQ1043'AFTER PASSING THE BOUNDARY SIGN BEAR RIGHT ALONG THE LEFT
 EQ1043'SIDE OF A FENCE AND CONTINUE FOR 1.2 MILES TO A GATE ENTERING
 EQ1043'A WATERING LOT, PASS INTO THE LOT AND CONTINUE FOR 0.1 MILE
 EQ1043'TO A GATE ON THE RIGHT, TURN RIGHT, OUT OF THE LOT, AND
 EQ1043'CONTINUE ON DIM TRACKS TOWARD A PROMINENT CONE-SHAPED PEAK ON
 EQ1043'THE HORIZON (THIS PEAK IS JUST TO THE LEFT OF A
 EQ1043'PROMINENT BARE PEAK) FOR 2.8 MILES, AT THIS POINT BEAR RIGHT
 EQ1043'TOWARD THE MOUTH OF A SMALL CANYON WHICH APPEARS ABOUT
 EQ1043'1.0 MILE AWAY AND OUT OF WHICH DEEP WASHES CAN BE SEEN TO
 EQ1043'COME, CONTINUE TOWARD THE MOUTH OF THE CANYON ON VERY
 EQ1043'DIM TRACKS FOR 1.0 MILE COMING TO A FENCE AT A DEEP WASH,
 EQ1043'BEAR LEFT ACROSS THE WASH FOR 0.1 MILE TO A WIRE GATE, PASS
 EQ1043'THROUGH THE GATE AND CONTINUE INTO THE CANYON FOR 0.2 MILE
 EQ1043'TO THE END OF TRUCK TRAVEL AT A DEEP WASH.  FROM HERE
 EQ1043'PACK LEFT UP THE CANYON FOR ABOUT 1/4 MILE, COMING TO A
 EQ1043'FENCE.  BEAR RIGHT ALONG THE FENCE FOR ABOUT 1/2 MILE, COMING
 EQ1043'TO A FENCE CORNER.  A FENCE GOES RIGHT OFF THE FENCE BEING
 EQ1043'FOLLOWED.  PASS OVER THIS FENCE AND CONTINUE ALONG THE SAME
 EQ1043'FENCE ORIGINALLY FOLLOWED FOR ABOUT 1-1/2 MILES COMING
 EQ1043'DOWN INTO A GRASSY SADDLE WITH A LARGE BLAZED TREE IN IT.
 EQ1043'THIS TREE IS DIRECTLY ON THE FENCE LINE AND IS PROMINENT
 EQ1043'FROM THE FENCE LINE.  CROSS TO THE LEFT OF THE FENCE AT
 EQ1043'THIS POINT AND BEAR LEFT ABOUT 1/8 MILE TO THE HIGHEST POINT
 EQ1043'AND THE STATION.  A FENCE RUNS ACROSS THE PEAK AND THE
 EQ1043'STATION IS ABOUT 15 FEET ENE OF THE FENCE.
 EQ1043'
 EQ1043'STATION MARK IS A BRONZE STATION DISK SET IN OUTCROPPING BEDROCK
 EQ1043'PROJECTING ABOUT 2 INCHES AND IS STAMPED GALLINAS 1945.  IT IS
 EQ1043'14.4 FEET ENE OF THE FENCE AND 15 FEET ENE OF THE LARGE
 EQ1043'PROMINENT TREE ON THE PEAK.
 EQ1043'
 EQ1043'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN OUTCROPPING
 EQ1043'BEDROCK ABOUT FLUSH WITH THE SURROUNDING GROUND AND IS STAMPED
 EQ1043'GALLINAS NO 1 1945.  IT IS WSW OF THE STATION, ABOUT LEVEL
 EQ1043'WITH IT, AND 3 FEET WSW OF THE FENCE.
 EQ1043'
 EQ1043'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN OUTCROPPING
 EQ1043'BEDROCK ABOUT FLUSH WITH THE SURROUNDING GROUND AND IS STAMPED
 EQ1043'GALLINAS NO 2 1945.  IT IS NW OF THE STATION, ABOUT 1-1/2
 EQ1043'FEET LOWER THAN IT, AND 11 FEET ENE OF THE FENCE.
 EQ1043'
 EQ1043'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN A BOULDER PROJECTING
 EQ1043'ABOUT 6 INCHES AND IS STAMPED GALLINAS 1945.  IT IS ABOUT
 EQ1043'1/2 MILE SSW OF THE STATION, 24 YARDS NW OF THE FENCE, 10
 EQ1043'FEET N OF THE LARGEST TREE IN THE AREA, AND 5 FEET SSE OF
 EQ1043'A 2-FOOT CAIRN.  IT IS REACHED ON THE WAY TO THE STATION
 EQ1043'AND IS ON THE LAST HILL TO THE LEFT OF THE FENCE JUST BEFORE
 EQ1043'GOING DOWN INTO THE GRASSY SADDLE MENTIONED IN THE ROUTE
 EQ1043'TO THE STATION.  A SMALL TREE ON THE FENCE LINE HAS BEEN
 EQ1043'BLAZED AT THE POINT WHERE THE FENCE SHOULD BE CROSSED TO GET
 EQ1043'TO THE MARK.
 EQ1043
 EQ1043                          STATION RECOVERY (1948)
 EQ1043
 EQ1043'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (DHK)
 EQ1043'THE STATION AND ALL REFERENCE MARKS WERE FOUND AS DESCRIBED
 EQ1043'IN GOOD CONDITION.
 EQ1043'
 EQ1043'THE STATION IS LOCATED ABOUT 20 MILES AIRLINE NORTHWEST OF
 EQ1043'MAGDALENA, ABOUT 16 MILES AIRLINE NORTHEAST OF AUGUSTINE,
 EQ1043'ON A ROUND PEAK AT THE NORTH END OF THE GALINAS MOUNTAINS,
 EQ1043'THIS PEAK BEING PROMINENT DUE TO A LARGE, LONE TREE ON ITS
 EQ1043'TOP.  THE STATION IS 15 FEET NORTH OF A 2 FOOT PINION TREE,
 EQ1043'7 FEET NORTH OF THE HIGHEST POINT, A BRONZE DISK AS DESCRIBED
 EQ1043'IN NOTE 4, FLUSH, AND IS STAMPED, GALLINAS 1945.
 EQ1043'
 EQ1043'REFERENCE MARK NO. 1 IS APPROXIMATELY THE SAME ELEVATION AS
 EQ1043'THE STATION, 3 FEET WEST-SOUTHWEST OF A FENCE LINE, FLUSH
 EQ1043'WITH THE GROUND SURFACE, AND IS STAMPED, GALLINAS 1945.
 EQ1043'
 EQ1043'REFERENCE MARK NO. 2 IS APPROXIMATELY 2 FEET LOWER THAN
 EQ1043'THE STATION, 11 FEET EAST-NORTHEAST OF A FENCE LINE, FLUSH
 EQ1043'WITH THE GROUND SURFACE, AND IS STAMPED, GALLINAS NO 2 1945.
 EQ1043'
 EQ1043'THE AZIMUTH MARK IS LOCATED ALONG THE ROUTE TO STATION,
 EQ1043'ON THE LAST HILL BEFORE THE LAST SADDLE GOING TO STATION,
 EQ1043'ABOUT 27 YARDS WEST OF THE FENCE, 9 FEET NORTHWEST OF A 14
 EQ1043'INCH BLAZED TREE, 5 FEET EAST OF A 2 FOOT CAIRN, PROJECTS
 EQ1043'6 INCHES, AND IS STAMPED, GALLINAS 1945.
 EQ1043'
 EQ1043'TO REACH FROM MAGDELINA.  GO WEST ON U.S. HIGHWAY 60, FOR
 EQ1043'13.5 MILES TO A BLADED ROAD RIGHT AT SIGN MIDWAY 13 ETC., TURN
 EQ1043'RIGHT (N) AND GO 1.2 MILE TO A CATTLE GUARD, CONTINUE STRAIGHT
 EQ1043'AHEAD ON THE MAIN ROAD FOR 8.4 MILES TO ANOTHER CATTLE GUARD,
 EQ1043'CONTINUE STRAIGHT AHEAD FOR 2.5 MILES TO A FORK TO RIGHT,
 EQ1043'KEEP LEFT FORK STRAIGHT AHEAD FOR 0.6 MILE TO THE FOREST
 EQ1043'BOUNDARY MARKER AND CATTLE GUARD.  BEAR RIGHT ALONG THE LEFT
 EQ1043'SIDE OF FENCE AND CONTINUE FOR 1.2 MILES TO A GATE ENTERING
 EQ1043'A WATERING LOT, PASS INTO THE LOT AND CONTINUE 0.1 MILE TO
 EQ1043'A GATE ON THE RIGHT.  TURN RIGHT, PASS THROUGH GATE,
 EQ1043'AND CONTINUE ALONG DIM TRACKS TOWARD A PROMINENT
 EQ1043'CONE-SHAPED PEAK ON THE HORIZON (THIS PEAK IS TO THE LEFT
 EQ1043'OF A PROMINENT BARE PEAK) FOR 1.2 MILE TO FORK IN COW
 EQ1043'TRAIL.  TAKE THE RIGHT FORK FOR 1.1 MILE TO A DIM CROSSROAD.
 EQ1043'CROSS ROAD AND CONTINUE NORTHEAST FOR 1.6 MILE THROUGH A
 EQ1043'LARGE OPENING TO FENCE LINE.  BEAR LEFT, CROSS WASH, AND
 EQ1043'CONTINUE 0.1 MILE TO WIRE GATE.  PASS THROUGH GATE AND GO
 EQ1043'0.2 MILE TO A DEEP WASH AND END OF TRUCK TRAVEL.  FROM
 EQ1043'THIS POINT PACK LEFT (N) UP CANYON FOR ABOUT 0.3 MILE TO
 EQ1043'A FENCE LINE.  BEAR RIGHT AND FOLLOW FENCE FOR ABOUT 0.5
 EQ1043'MILE TO A FENCE CORNER (THIS FENCE GOING RIGHT (E) FROM THE
 EQ1043'FENCE LINE BEING FOLLOWED).  CROSS OVER THIS FENCE AND
 EQ1043'CONTINUE ALONG FENCE LINE ORIGINALLY FOLLOWED FOR ABOUT
 EQ1043'1.3 MILE (PASSING DOWN INTO A VALLEY THEN UP CANYON
 EQ1043'BETWEEN TWO RIM ROCKS) TO TOP OF HILL AND AZIMUTH MARK AS
 EQ1043'DESCRIBED ABOVE.  CONTINUE ALONG FENCE LINE FOR ABOUT 0.2
 EQ1043'MILE TO ANOTHER SADDLE AND BLAZED TREE IN FENCE LINE.  AT
 EQ1043'THIS POINT BEAR LEFT FOR ABOUT 0.2 MILE TO THE HIGHEST POINT,
 EQ1043'FENCE LINE AND STATION AS DESCRIBED ABOVE.  A 2 HOUR PACK.
 EQ1043'IT IS BELIEVED, WITH A 4 WHEEL DRIVE VEHICLE, BY CROSSING
 EQ1043'WASH AT LAST GATE MENTIONED IN DESCRIPTION AND GO (NE) UP
 EQ1043'CANYON TO SADDLE, THENCE DROP DOWN TO VALLEY, THENCE LEFT
 EQ1043'(W) TO FENCE LINE, AS PER DESCRIPTION, THE PACK POSSIBLY
 EQ1043'COULD BE CUT DOWN TO ABOUT 1 HOUR.
 EQ1043'
 EQ1043'OBSERVATIONS MADE FROM A 1.3 METER TRIPOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0629 ***********************************************************************
 EP0629  DESIGNATION -  GALLINAS
 EP0629  PID         -  EP0629
 EP0629  STATE/COUNTY-  NM/LINCOLN
 EP0629  USGS QUAD   -  PAJARO CANYON (1995)
 EP0629
 EP0629                         *CURRENT SURVEY CONTROL
 EP0629  ___________________________________________________________________
 EP0629* NAD 83(1992)-  34 14 49.47211(N)    105 47 19.40348(W)     ADJUSTED  
 EP0629* NAVD 88     -      2633.5    (meters)    8640.     (feet)  VERTCON   
 EP0629  ___________________________________________________________________
 EP0629  LAPLACE CORR-          -0.41  (seconds)                    DEFLEC99
 EP0629  GEOID HEIGHT-         -19.86  (meters)                     GEOID03
 EP0629
 EP0629  HORZ ORDER  -  FIRST
 EP0629
 EP0629.The horizontal coordinates were established by classical geodetic methods
 EP0629.and adjusted by the National Geodetic Survey in December 1993..
 EP0629
 EP0629.The NAVD 88 height was computed by applying the VERTCON shift value to
 EP0629.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EP0629
 EP0629.The Laplace correction was computed from DEFLEC99 derived deflections.
 EP0629
 EP0629.The geoid height was determined by GEOID03.
 EP0629
 EP0629;                    North         East     Units Scale Factor Converg.
 EP0629;SPC NM C     -   360,154.124   542,487.102   MT  0.99992224   +0 15 34.5
 EP0629;SPC NM C     - 1,181,605.66  1,779,809.77   sFT  0.99992224   +0 15 34.5
 EP0629;UTM  13      - 3,789,833.104   427,373.835   MT  0.99966502   -0 26 38.0
 EP0629
 EP0629!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EP0629!SPC NM C     -   0.99958988  x   0.99992224  =   0.99951216
 EP0629!UTM  13      -   0.99958988  x   0.99966502  =   0.99925504
 EP0629
 EP0629:                Primary Azimuth Mark                     Grid Az
 EP0629:SPC NM C     -  CORONA                                   079 01 30.2
 EP0629:UTM  13      -  CORONA                                   079 43 42.7
 EP0629
 EP0629|---------------------------------------------------------------------|
 EP0629| PID    Reference Object                     Distance      Geod. Az  |
 EP0629|                                                           dddmmss.s |
 EP0629| EP0623 CORONA                              APPROX.19.0 KM 0791704.7 |
 EP0629| EP0630 GALLINAS LOOKOUT TOWER                8.447 METERS 11128     |
 EP0629| CJ6443 GALLINAS AZ MK                                     2623622.0 |
 EP0629| CJ6444 GALLINAS RM 2                        16.361 METERS 35733     |
 EP0629|---------------------------------------------------------------------|
 EP0629
 EP0629                          SUPERSEDED SURVEY CONTROL
 EP0629
 EP0629  NAD 83(1986)-  34 14 49.47924(N)    105 47 19.40457(W) AD(       ) 1
 EP0629  NAD 27      -  34 14 49.22132(N)    105 47 17.39235(W) AD(       ) 1
 EP0629  NGVD 29 (07/19/86) 2632.5    (m)         8637.     (f) VERT ANG       
 EP0629
 EP0629.Superseded values are not recommended for survey control.
 EP0629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EP0629.See file dsdata.txt to determine how the superseded data were derived.
 EP0629
 EP0629_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDT2737489833(NAD 83)
 EP0629_MARKER: DS = TRIANGULATION STATION DISK
 EP0629_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EP0629
 EP0629  HISTORY     - Date     Condition        Report By
 EP0629  HISTORY     - 1952     MONUMENTED       CGS
 EP0629  HISTORY     - 1958     GOOD             CGS
 EP0629  HISTORY     - 1959     GOOD             CGS
 EP0629  HISTORY     - 1962     GOOD             CGS
 EP0629  HISTORY     - 1972     GOOD             USGS
 EP0629  HISTORY     - 1975     GOOD             NGS
 EP0629
 EP0629                          STATION DESCRIPTION
 EP0629
 EP0629'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RLE)
 EP0629'THE STATION IS LOCATED ABOUT 10.0 MILES SOUTHWEST OF CORONA
 EP0629'ON THE HIGHEST POINT AND NEAR THE EAST END OF PROMINENT MOUNTAIN,
 EP0629'JUST WEST OF A LOOKOUT TOWER AND 18 FEET NORTHWEST OF THE
 EP0629'NORTHWEST CORNER OF A SMALL BUILDING.  IT IS STAMPED GALLINAS
 EP0629'1952 AND PROJECTS 2 INCHES.
 EP0629'
 EP0629'REFERENCE MARK NO. 1 IS DIRECTLY BENEATH THE CENTER OF THE
 EP0629'GALLINAS LOOKOUT TOWER AND IS ON THE SAME ELEVATION AS THE
 EP0629'STATION.  IT IS STAMPED GALLINAS NO 1 1952 AND PROJECTS 2
 EP0629'INCHES.
 EP0629'
 EP0629'REFERENCE MARK NO. 2 IS ON THE NORTHWEST SLOPE OF HILL, 27
 EP0629'FEET NORTH OF THE CENTER OF ROAD AND IS ABOUT 6 FEET LOWER
 EP0629'IN ELEVATION THAN THE STATION.  IT IS STAMPED GALLINAS NO 2
 EP0629'1952 AND PROJECTS 6 INCHES.
 EP0629'
 EP0629'THE AZIMUTH MARK IS ON THE SOUTH SLOPE OF MOUNTAIN, 13 FEET
 EP0629'WEST OF THE CENTER OF ROAD.  IT IS STAMPED GALLINAS 1952 AND
 EP0629'PROJECTS 8 INCHES.
 EP0629'
 EP0629'TO REACH THE STATION FROM THE RAILROAD STATION IN ANCHO, GO
 EP0629'NORTH ON U.S. HIGHWAY 54 FOR 16.9 MILES TO A T ROAD LEFT AND
 EP0629'SIGN GALLINAS L.O.T., TURN LEFT AND GO WEST ON GRAVELED ROAD
 EP0629'FOR 11.0 MILES TO A T ROAD RIGHT AND ANOTHER SIGN.  TURN
 EP0629'RIGHT AND GO NORTH ON MOUNTAIN ROAD FOR 2.8 MILES TO A FORK,
 EP0629'TAKE RIGHT FORK AND GO 0.15 MILE TO ANOTHER FORK, TAKE LEFT
 EP0629'FORK AND GO 1.0 MILE TO AZIMUTH MARK ON LEFT AS DESCRIBED,
 EP0629'CONTINUE NORTH AND EAST ON MOUNTAIN ROAD FOR 0.75 MILE TO
 EP0629'SUMMIT OF MOUNTAIN AND STATION JUST WEST OF LOOKOUT TOWER
 EP0629'AS DESCRIBED.
 EP0629'
 EP0629'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 EP0629
 EP0629                          STATION RECOVERY (1958)
 EP0629
 EP0629'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (JCL)
 EP0629'REFERENCE MARK NO. 1 WAS RECOVERED IN GOOD CONDITION.  DUE
 EP0629'TO HEAVY SNOW, THE STATION, REFERENCE MARK NO. 2 AND THE
 EP0629'AZIMUTH MARK WERE NOT SEARCHED FOR, THE DESCRIPTION IS ADEQUATE.
 EP0629
 EP0629                          STATION RECOVERY (1959)
 EP0629
 EP0629'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (JCL)
 EP0629'THE STATION AND BOTH R.M.S WERE RECOVERED IN GOOD CONDITION
 EP0629'AND THE PUBLISHED DESCRIPTION IS ADEQUATE.  THE AZIMUTH MARK
 EP0629'IS NOT GROUND VISIBLE FROM THE STATION.
 EP0629'
 EP0629'THE PUBLISHED ANGLE BETWEEN THE R.M.S AND THE DISTANCES TO
 EP0629'THE R.M.S WERE RE-MEASURED AND FOUND TO BE CORRECT AS PUBLISHED.
 EP0629'
 EP0629'THE GALLINAS L.O.T. WAS PLUMBED DOWN AND FOUND TO BE DIRECTLY
 EP0629'OVER R.M.-1.
 EP0629
 EP0629                          STATION RECOVERY (1962)
 EP0629
 EP0629'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (REA)
 EP0629'ALL MARKS RECOVERED AND FOUND IN GOOD CONDITION.  A NEW DESCRIPTION
 EP0629'TO REACH THE STATION FOLLOWS.  FROM THE POST OFFICE IN CORONA, GO
 EP0629'SOUTH ON U.S. HIGHWAY 54 FOR 3.9 MILES TO A SIDE ROAD RIGHT AND
 EP0629'SIGN GALLINAS L O T 12.  TURN RIGHT AND GO WESTERLY ON GRADED ROAD
 EP0629'FOR 3.2 MILES TO A T-INTERSECTION.  TURN RIGHT AND GO 2.2 MILES
 EP0629'TO A FORK, TURN RIGHT AND GO 1.1 MILES TO A FORK, TURN LEFT AND
 EP0629'GO 3.4 MILES TO A FORK, TURN LEFT AND GO 0.9 MILE TO A FORK, TURN
 EP0629'RIGHT AND GO 1.0 MILE TO THE AZIMUTH MARK ON THE LEFT.
 EP0629'CONTINUE 0.9 MILE TO THE LOOKOUT TOWER AND THE STATION.
 EP0629'
 EP0629'AN ASTRO PARTY VISITED THIS STATION.
 EP0629
 EP0629                          STATION RECOVERY (1972)
 EP0629
 EP0629'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972 (IGT)
 EP0629'THE STATION MARK AND BOTH REFERENCE MARKS WERE RECOVERED
 EP0629'IN GOOD CONDITION EXCEPT AS FOLLOWS--
 EP0629'
 EP0629'STATION MARK AND REFERENCE MARK NO. 1 ARE FLUSH WITH GROUND.
 EP0629'
 EP0629'THE AZIMUTH MARK IS DESTROYED.
 EP0629'
 EP0629'TO REACH FROM CORONA, NEW MEXICO, GO 4.0 MILES SOUTHWEST ON
 EP0629'U.S. HIGHWAY 54 TO GRADED ROAD RIGHT, GO 3.0 MILES WEST ON
 EP0629'GRADED ROAD TO T-ROAD EAST, TURN RIGHT AND GO 6.8 MILES
 EP0629'NORTHWEST ON GRADED ROAD TO ROAD FORKS IN SADDLE, KEEP RIGHT
 EP0629'AND GO 0.9 MILES WEST TO ROAD FORKS, KEEP RIGHT AND GO 1.75
 EP0629'MILES NORTHWEST AND EAST TO STATION SITE.
 EP0629'
 EP0629'THE STATION MARK AND REFERENCE MARKS ARE USC AND GS DISKS SET
 EP0629'IN CONCRETE POSTS.  SLOPE DISTANCE TO REFERENCE MARK NO. 2
 EP0629'IS 54.24 FEET, 16.533 M. ZENITH DISTANCE = 97 DEG 46 MIN 47 SEC.
 EP0629'
 EP0629'STATION CORONA ET 1972 IS ONLY STATION VISIBLE FROM THE
 EP0629'GROUND TO SERVE AS AZIMUTH MARK.
 EP0629'
 EP0629'ALL OBSERVATIONS EXCEPT REFERENCE MARKS MADE FROM A 30-FOOT
 EP0629'TOWER.
 EP0629
 EP0629                          STATION RECOVERY (1975)
 EP0629
 EP0629'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (JRS)
 EP0629'RM 1 TO RM 2 OBSTRUCTED.
 EP0629'
 EP0629'THE STATION MARKS, REFERENCE MARKS 1 AND 2 WERE RECOVERED.  THE
 EP0629'AZIMUTH MARK WAS REPORTED DESTROYED BY RECONNAISSANCE.  DIRECTIONS
 EP0629'TO THE REFERENCE MARKS CHECKED.  A DIFFERENCE OF 0.04 FEET SHORTER
 EP0629'IS NOTED IN THE DISTANCE TO REFERENCE MARK 1, HOWEVER, THE
 EP0629'DIFFERENCE IN METERS WAS 0.042 METER SHORTER AND IS ATTRIBUTED TO
 EP0629'THE 1952 DATA WHICH DID NOT CHECK BY CONVERSION OF THE FEET TO
 EP0629'METER MEASURMENT.  A DIFFERENCE OF 0.09 FEET OR 0.028 METER IS
 EP0629'NOTED IN THE DISTANCE TO REFERENCE MARK 2.  THERE WAS NO
 EP0629'SUITABLE LOCATION FOR AN AZIMUTH MARK.  A COMPLETE DESCRIPTION
 EP0629'FOLLOWS.
 EP0629'
 EP0629'THE STATION IS ABOUT 10 MILES SOUTHWEST OF CORONA AND IS ATOP THE
 EP0629'HIGHEST POINT OF GALLINAS MOUNTAIN AND IS ON U.S. GOVERMENT
 EP0629'PROPERTY OF THE DEPARTMENT OF FORESTRY.  PERMISSION WAS OBTAINED
 EP0629'FROM THE DISTRICT RANGER, LARRY A. SOELICH, TELEPHONE NUMBER
 EP0629'847-2982.
 EP0629'
 EP0629'TO REACH THE STATION FROM THE POST OFFICE IN CORONA, GO SOUTH ON
 EP0629'U.S. HIGHWAY 54 FOR 3.5 MILES TO A SIDE ROAD RIGHT AND A SIGN
 EP0629'GALLINAS LOOKOUT 12, TURN RIGHT AND GO WEST ON FOREST SERVICE
 EP0629'ROAD 144 FOR 3.0 MILES TO A T ROAD, TURN RIGHT AND GO NORTHERLY
 EP0629'ON FOREST SERVICE ROAD 104 FOR 2.3 MILES TO A SIDE ROAD LEFT,
 EP0629'CONTINUE NORTHERLY ON ROAD 104 FOR 1.0 MILE TO A T ROAD.  TURN
 EP0629'LEFT AND GO WEST AND NORTHWESTERLY ON FOREST SERVICE ROAD 104A
 EP0629'FOR 4.5 MILES TO A FORK, TAKE THE RIGHT FORK AND GO NORTHERLY
 EP0629'AND EAST FOR 1.8 MILES TO THE TOP OF THE MOUNTAIN AND A LOOKOUT
 EP0629'TOWER AND THE STATION.
 EP0629'
 EP0629'STATION MARK IS A STANDARD DISK, STAMPED GALLINAS 1952, SET IN
 EP0629'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJEDTS 1 INCH
 EP0629'ABOVE THE GROUND.  IT IS 18.3 FEET WEST OF THE NORTHWEST CORNER
 EP0629'OF A CABIN AND 33.0 FEET SOUTHWEST OF A FLAGPOLE.
 EP0629'
 EP0629'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED GALLINAS NO 1 1952,
 EP0629'SET IN THE TOP OF A 8 INCH SQUARE CONCRETE MONUMENT THAT IS
 EP0629'CENTERED BENEATH THE LOOKOUT TOWER AND IS FLUSH WITH A ROCK
 EP0629'PATIO.  IT IS 14.6 FEET EAST OF THE NORTHWEST CORNER OF THE
 EP0629'CABIN AND IS ABOUT THE SAME ELEVATION AS THE STATION.
 EP0629'
 EP0629'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED GALLINAS NO 2 1952,
 EP0629'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 EP0629'PROJECTS 6 INCHES ABOVE THE GROUND.  IT IS 37.0 FEET NORTHEAST
 EP0629'OF A TOOL SHED, 69.5 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE
 EP0629'CABIN AND IS ABOUT 10 FEET LOWER THAN THE STATION.
 EP0629'
 EP0629'THE DISTANCE BETWEEN REFERENCE MARKS WAS NOT MEASURED DUE
 EP0629'TO DIFFERENCE IN ELEVATION AND DENSE BRUSH OVER DIFFICULT TERRAIN.
 EP0629'
 EP0629'HEIGHT OF LIGHT ABOVE STATION MARK 61.0 FEET.
 EP0629'
 EP0629'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 EP0629'10 MILES SOUTHWEST OF CORONA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0630 ***********************************************************************
 EP0630  DESIGNATION -  GALLINAS LOOKOUT TOWER
 EP0630  PID         -  EP0630
 EP0630  STATE/COUNTY-  NM/LINCOLN
 EP0630  USGS QUAD   -  PAJARO CANYON (1995)
 EP0630
 EP0630                         *CURRENT SURVEY CONTROL
 EP0630  ___________________________________________________________________
 EP0630* NAD 83(1992)-  34 14 49.37179(N)    105 47 19.09625(W)     ADJUSTED  
 EP0630* NAVD 88     -      2634.     (meters)    8642.     (feet)  SCALED    
 EP0630  ___________________________________________________________________
 EP0630  LAPLACE CORR-          -0.42  (seconds)                    DEFLEC99
 EP0630  GEOID HEIGHT-         -19.86  (meters)                     GEOID03
 EP0630
 EP0630  HORZ ORDER  -  THIRD
 EP0630
 EP0630.The horizontal coordinates were established by classical geodetic methods
 EP0630.and adjusted by the National Geodetic Survey in December 1993..
 EP0630.No horizontal observational check was made to the station.
 EP0630
 EP0630.The orthometric height was scaled from a topographic map.
 EP0630
 EP0630.The Laplace correction was computed from DEFLEC99 derived deflections.
 EP0630
 EP0630.The geoid height was determined by GEOID03.
 EP0630
 EP0630;                    North         East     Units Scale Factor Converg.
 EP0630;SPC NM C     -   360,151.069   542,494.977   MT  0.99992225   +0 15 34.7
 EP0630;SPC NM C     - 1,181,595.63  1,779,835.60   sFT  0.99992225   +0 15 34.7
 EP0630;UTM  13      - 3,789,829.953   427,381.669   MT  0.99966500   -0 26 37.8
 EP0630
 EP0630!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EP0630!SPC NM C     -   0.99958981  x   0.99992225  =   0.99951209
 EP0630!UTM  13      -   0.99958981  x   0.99966500  =   0.99925494
 EP0630
 EP0630                          SUPERSEDED SURVEY CONTROL
 EP0630
 EP0630  NAD 83(1986)-  34 14 49.37885(N)    105 47 19.09713(W) AD(       ) 3
 EP0630  NAD 27      -  34 14 49.12100(N)    105 47 17.08513(W) AD(       ) 3
 EP0630
 EP0630.Superseded values are not recommended for survey control.
 EP0630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EP0630.See file dsdata.txt to determine how the superseded data were derived.
 EP0630
 EP0630_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDT2738289830(NAD 83)
 EP0630_MARKER: 57 = LOOKOUT TOWER
 EP0630
 EP0630  HISTORY     - Date     Condition        Report By
 EP0630  HISTORY     - 1952     FIRST OBSERVED   CGS
 EP0630  HISTORY     - 1966     GOOD             DOD
 EP0630
 EP0630                          STATION DESCRIPTION
 EP0630
 EP0630'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 EP0630'TO REACH THE STATION FROM THE POST OFFICE IN CORONA, GO SOUTH
 EP0630'ON U.S. HIGHWAY 54 FOR 3.5 MILES TO A SIDE ROAD RIGHT AND A
 EP0630'SIGN GALLINAS LOOKOUT 12.  TURN RIGHT AND GO WEST ON FOREST
 EP0630'SERVICE ROAD 144 FOR 3.0 MILES TO A T ROAD.  TURN RIGHT AND
 EP0630'GO NORTHERLY ON FOREST SERVICE ROAD 104 FOR 2.3 MILES TO A
 EP0630'SIDE ROAD LEFT, CONTINUE NORTHERLY ON ROAD 104 FOR 1.0 MILE
 EP0630'TO A T ROAD.  TURN LEFT AND GO WEST AND NORTHWESTERLY ON
 EP0630'FOREST SERVICE ROAD 104A FOR 4.5 MILES TO A FORK, TAKE THE
 EP0630'RIGHT FORK AND GO NORTHERLY AND EAST FOR 1.8 MILES TO THE TOP
 EP0630'OF THE MOUNTAIN AND A LOOKOUT TOWER.
 EP0630
 EP0630                          STATION RECOVERY (1966)
 EP0630
 EP0630'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1966 (TAP)
 EP0630'STATION MARK WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD
 EP0630'CONDITION.
 EP0630'
 EP0630'TO REACH FROM THE POST OFFICE IN CORONA, GO SOUTH ON U.S. 54 FOR 4.0
 EP0630'MILES TO A DIRT ROAD ON THE RIGHT AND A SIGN GALLINAS LOOKOUT
 EP0630'TOWER, TURN RIGHT, WEST, AND GO 13.0 MILES FOLLOWING SIGNS, TO
 EP0630'GALLINAS PEAK AND THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0541 ***********************************************************************
 FP0541  DESIGNATION -  GALLUP
 FP0541  PID         -  FP0541
 FP0541  STATE/COUNTY-  NM/MCKINLEY
 FP0541  USGS QUAD   -  GALLUP EAST (1979)
 FP0541
 FP0541                         *CURRENT SURVEY CONTROL
 FP0541  ___________________________________________________________________
 FP0541* NAD 83(1992)-  35 31 33.44475(N)    108 44 10.70707(W)     ADJUSTED  
 FP0541* NAVD 88     -      2012.9    (meters)    6604.     (feet)  VERTCON   
 FP0541  ___________________________________________________________________
 FP0541  LAPLACE CORR-           3.14  (seconds)                    DEFLEC99
 FP0541  GEOID HEIGHT-         -21.18  (meters)                     GEOID03
 FP0541
 FP0541  HORZ ORDER  -  SECOND
 FP0541
 FP0541.The horizontal coordinates were established by classical geodetic methods
 FP0541.and adjusted by the National Geodetic Survey in December 1993..
 FP0541
 FP0541.The NAVD 88 height was computed by applying the VERTCON shift value to
 FP0541.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FP0541
 FP0541.The Laplace correction was computed from DEFLEC99 derived deflections.
 FP0541
 FP0541.The geoid height was determined by GEOID03.
 FP0541
 FP0541;                    North         East     Units Scale Factor Converg.
 FP0541;SPC NM W     -   502,304.240   748,105.781   MT  0.99999929   -0 31 29.0
 FP0541;SPC NM W     - 1,647,976.49  2,454,410.38   sFT  0.99999929   -0 31 29.0
 FP0541;UTM  12      - 3,933,728.983   705,252.708   MT  1.00011918   +1 18 57.0
 FP0541
 FP0541!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FP0541!SPC NM W     -   0.99968749  x   0.99999929  =   0.99968678
 FP0541!UTM  12      -   0.99968749  x   1.00011918  =   0.99980663
 FP0541
 FP0541|---------------------------------------------------------------------|
 FP0541| PID    Reference Object                     Distance      Geod. Az  |
 FP0541|                                                           dddmmss.s |
 FP0541| CD3433 GALLUP RM 3 RESET                    22.367 METERS 22353     |
 FP0541| CD3430 GALLUP RM 1                          22.558 METERS 22359     |
 FP0541| CD3431 GALLUP RM 2                          25.062 METERS 28538     |
 FP0541| FP0547 I40 114                             APPROX. 1.7 KM 3342158.6 |
 FP0541| CD3432 GALLUP RM 3 AZIMUTH                                3342706.1 |
 FP0541|---------------------------------------------------------------------|
 FP0541
 FP0541                          SUPERSEDED SURVEY CONTROL
 FP0541
 FP0541  NAD 83(1992)-  35 31 33.44499(N)    108 44 10.70816(W) AD(       ) 2
 FP0541  NAD 83(1986)-  35 31 33.44535(N)    108 44 10.70908(W) AD(       ) 2
 FP0541  NAD 27      -  35 31 33.36406(N)    108 44 08.40512(W) AD(       ) 2
 FP0541  NGVD 29 (07/19/86) 2011.9    (m)         6601.     (f) VERT ANG       
 FP0541
 FP0541.Superseded values are not recommended for survey control.
 FP0541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0541.See file dsdata.txt to determine how the superseded data were derived.
 FP0541
 FP0541_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYE0525333729(NAD 83)
 FP0541_MARKER: DS = TRIANGULATION STATION DISK
 FP0541_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FP0541
 FP0541  HISTORY     - Date     Condition        Report By
 FP0541  HISTORY     - 1934     MONUMENTED       CGS
 FP0541  HISTORY     - 1957     GOOD             CGS
 FP0541  HISTORY     - 1966     GOOD             CGS
 FP0541  HISTORY     - 1967     GOOD             CGS
 FP0541  HISTORY     - 1971     GOOD             NGS
 FP0541  HISTORY     - 1972     GOOD             NMHD
 FP0541  HISTORY     - 1972     GOOD             NGS
 FP0541  HISTORY     - 1977     GOOD             NGS
 FP0541
 FP0541                          STATION DESCRIPTION
 FP0541
 FP0541'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (EBL)
 FP0541'IN GALLUP, ON SAINT MARYS HOSPITAL GROUNDS, SOUTH OF MAIN
 FP0541'HOSPITAL BUILDING, AT INTERSECTION OF WOODROW STREET AND
 FP0541'MESA AVENUE, 70 FEET WEST OF SOUTHWEST CORNER OF STONE BUILDING,
 FP0541'AND 67 FEET EAST OF EAST CURB OF WOODROW STREET.  SURFACE,
 FP0541'UNDERGROUND AND REFERENCE MARKS ARE STANDARD DISKS SET IN
 FP0541'CONCRETE MONUMENTS.  REFERENCE MARK
 FP0541'NO. 1 IS 22.558 METERS (74.01 FEET) FROM STATION S 43 DEG 59 MIN W,
 FP0541'AND NO. 2 IS 25.132 METERS (82.45 FEET) FROM
 FP0541'STATION N 74 DEG 22 MIN W.  REFERENCE MARK NO. 3
 FP0541'(AZIMUTH MARK) IS A STANDARD DISK SET IN BEDROCK,
 FP0541'75 YARDS EAST OF A HOUSE, 25 YARDS WEST OF
 FP0541'HIGHEST POINT OF BLUFF, 6 FEET NORTH OF SOUTH RIM, AND
 FP0541'ABOUT 1 MILE FROM STATION N 25 DEG 33 MIN W.
 FP0541'TO REACH REFERENCE MARK NO. 3 FROM INTERSECTION OF
 FP0541'RAILROAD TRACKS AND SECOND STREET, GO NORTH 0.2 MILE ON SECOND
 FP0541'STREET, TURN RIGHT AND GO 1 BLOCK TO FIRST STREET, TURN
 FP0541'LEFT ONTO FIRST STREET AND GO 0.2 MILE, TURN RIGHT
 FP0541'(NORTHEAST) ONTO ROAD BETWEEN BUILDINGS AND GO 0.2
 FP0541'MILE, TOWARD TOP OF BLUFF.
 FP0541
 FP0541                          STATION RECOVERY (1957)
 FP0541
 FP0541'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (GEB)
 FP0541'ALL MARKS RECOVERED AS DESCRIBED IN GOOD CONDITION.
 FP0541
 FP0541                          STATION RECOVERY (1966)
 FP0541
 FP0541'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JC)
 FP0541'STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED AND
 FP0541'FOUND IN GOOD CONDITION.
 FP0541'
 FP0541'THIS STATION WAS USED OR CHECK ANGLES ONLY.
 FP0541'
 FP0541'THE 1934 DESCRIPTION WAS NOT AVAILABLE AT THIS WRITING.
 FP0541
 FP0541                          STATION RECOVERY (1967)
 FP0541
 FP0541'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (EP)
 FP0541'THIS STATION WAS RECOVERED IN GOOD CONDITION WITH REFERENCE
 FP0541'MARKS 1 AND 2 AS DESCRIBED.  REFERENCE MARK 3 WAS NOT LOOKED
 FP0541'FOR.  REFERENCE MARK 1 WAS LEANING.
 FP0541'
 FP0541'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT GALLUP.
 FP0541
 FP0541                          STATION RECOVERY (1971)
 FP0541
 FP0541'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (CWW)
 FP0541'THE STATION AND ONE (1) REFERENCE MARK WERE RECOVERED AS
 FP0541'DESCRIBED AND ALL MARKS WERE IN GOOD CONDITION.
 FP0541'
 FP0541'A NEW TO REACH DESCRIPTION FOLLOWS.
 FP0541'
 FP0541'IN GALLUP, FROM THE CORNER OF U.S. 66 AND WOODROW STREET, TRAVEL
 FP0541'0.25 MILES SOUTH ON WOODROW STREET, TO THE INTERSECTION OF
 FP0541'WOODROW STREET AND MESA AVENUE, THEN TURN LEFT (EAST) INTO THE
 FP0541'GROUNDS TO THE SAINT MARYS HOSPITAL, STATION IS LOCATED 70
 FP0541'FEET WEST OF THE SOUTHWEST CORNER OF STONE BUILDING, AND 67
 FP0541'FEET EAST OF EAST CURB OF WOODROW STREET.
 FP0541'
 FP0541'HEIGHT OF LIGHT ABOVE STATION MARK 5.0 FEET.
 FP0541'
 FP0541'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--0.25 MILES
 FP0541'SOUTHEAST FROM CENTER OF GALLUP.
 FP0541
 FP0541                          STATION RECOVERY (1972)
 FP0541
 FP0541'RECOVERY NOTE BY NM HIGHWAY DEPT 1972
 FP0541'GALLUP 1934 - GOOD.
 FP0541
 FP0541                          STATION RECOVERY (1972)
 FP0541
 FP0541'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (RGL)
 FP0541'THE STATION WAS RECOVERED AS DESCRIBED IN 1934 AND FOUND IN
 FP0541'GOOD CONDITION.
 FP0541
 FP0541                          STATION RECOVERY (1977)
 FP0541
 FP0541'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 FP0541'STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED.  THE AZIMUTH
 FP0541'MARK WAS NOT FOUND.  THERE WAS NO SUITABLE PLACE TO SET A NEW
 FP0541'AZIMUTH MARK.  STATION MARK AND REFERENCE MARK NUMBER 2 WERE IN GOOD
 FP0541'CONDITION.  A CHECK WAS MADE TO REFERENCE MARK NUMBER 1,
 FP0541'THE ANGLE DID NOT CHECK AND THE DISTANCE WAS SHORT BY ALMOST
 FP0541'0.200 METERS.  THE MONUMENT WAS STILL SOLID IN THE GROUND.  THE DISK
 FP0541'WAS RESTAMPED AT THIS TIME AND IS NOW REFERENCE MARK NUMBER 3.
 FP0541'
 FP0541'STATION IS LOCATED IN THE EAST SECTION OF GALLUP, ON THE GROUNDS OF
 FP0541'THE OLD ST. MARYS HOSPITAL (UNOCCUPIED), ABOUT 82 FEET NORTHEAST OF
 FP0541'WOODROW DRIVE-MESA AVENUE INTERSECTION.
 FP0541'
 FP0541'STATION IS A STANDARD STATION MARK DISK, STAMPED GALLUP 1934, SET IN
 FP0541'THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTING ABOUT 1 INCH.  MARK
 FP0541'IS 99 FEET SOUTHEAST OF THE SOUTHEAST CURB OF THE OLD HOSPITAL
 FP0541'DRIVEWAY, 82 FEET NORTHEAST OF WOODROW DRIVE-MESA AVENUE
 FP0541'INTERSECTION, 69 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF AN OLD
 FP0541'STONE-BRICK BUILDING AND 27 FEET NORTHWEST OF A LINE OF TREES.
 FP0541'
 FP0541'REFERENCE MARK 2 IS A STANDARD REFERENCE MARK DISK, STAMPED GALLUP
 FP0541'NO. 2 1934, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT FLUSH WITH
 FP0541'THE GROUND.  MARK IS AT THE EAST EDGE OF THE NORTHEAST CURB OF
 FP0541'WOODROW DRIVE, 16 FEET NORTHEAST OF THE APPROXIMATE CENTER OF
 FP0541'WOODROW DRIVE, 9 FEET SOUTHWEST OF THE SOUTHWEST EDGE OF THE
 FP0541'SIDEWALK AND 3 FEET SOUTH OF A 7-INCH TREE.
 FP0541'
 FP0541'REFERENCE MARK 3 IS A STANDARD REFERENCE MARK DISK, STAMPED GALLUP
 FP0541'1934 NO. 3 1977, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT
 FP0541'PROJECTING ABOUT 2 INCHES.  MARK IS AT THE NORTHEAST EDGE OF
 FP0541'WOODROW DRIVE CURB, 27 FEET SOUTHEAST OF CENTER OF A DRIVEWAY
 FP0541'ENTRANCE TO A PARKING AREA, 16 FEET NORTHEAST OF THE CENTER OF
 FP0541'WOODROW DRIVE AND 3 FEET NORTHWEST OF A 3-INCH METAL PIPE WHICH
 FP0541'PROJECTS ABOUT 3 FEET.
 FP0541'
 FP0541'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN GALLUP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0668 ***********************************************************************
 FP0668  CBN         -  This is a Cooperative Base Network Control Station.
 FP0668  DESIGNATION -  GALLUPAIR
 FP0668  PID         -  FP0668
 FP0668  STATE/COUNTY-  NM/MCKINLEY
 FP0668  USGS QUAD   -  GALLUP WEST (1979)
 FP0668
 FP0668                         *CURRENT SURVEY CONTROL
 FP0668  ___________________________________________________________________
 FP0668* NAD 83(1992)-  35 30 56.34036(N)    108 46 46.00073(W)     ADJUSTED  
 FP0668* NAVD 88     -      1972.3    (meters)    6471.     (feet)  GPS OBS   
 FP0668  ___________________________________________________________________
 FP0668  X           -  -1,673,690.599 (meters)                     COMP
 FP0668  Y           -  -4,922,221.551 (meters)                     COMP
 FP0668  Z           -   3,685,714.884 (meters)                     COMP
 FP0668  LAPLACE CORR-           2.57  (seconds)                    DEFLEC99
 FP0668  ELLIP HEIGHT-        1951.08  (meters)          (06/27/01) GPS OBS
 FP0668  GEOID HEIGHT-         -21.27  (meters)                     GEOID03
 FP0668
 FP0668  HORZ ORDER  -  B
 FP0668  ELLP ORDER  -  FOURTH    CLASS II
 FP0668
 FP0668.This mark is at Gallup Airport (GUP)
 FP0668
 FP0668.The horizontal coordinates were established by GPS observations
 FP0668.and adjusted by the National Geodetic Survey in May 1992..
 FP0668
 FP0668.The orthometric height was determined by GPS observations and a
 FP0668.high-resolution geoid model.
 FP0668
 FP0668.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FP0668
 FP0668.The Laplace correction was computed from DEFLEC99 derived deflections.
 FP0668
 FP0668.The ellipsoidal height was determined by GPS observations
 FP0668.and is referenced to NAD 83.
 FP0668
 FP0668.The geoid height was determined by GEOID03.
 FP0668
 FP0668;                    North         East     Units Scale Factor Converg.
 FP0668;SPC NM W     -   501,197.433   744,182.422   MT  1.00000739   -0 32 58.8
 FP0668;SPC NM W     - 1,644,345.24  2,441,538.50   sFT  1.00000739   -0 32 58.8
 FP0668;UTM  12      - 3,932,496.622   701,366.505   MT  1.00009971   +1 17 25.5
 FP0668
 FP0668!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FP0668!SPC NM W     -   0.99969386  x   1.00000739  =   0.99970124
 FP0668!UTM  12      -   0.99969386  x   1.00009971  =   0.99979354
 FP0668
 FP0668|---------------------------------------------------------------------|
 FP0668| PID    Reference Object                     Distance      Geod. Az  |
 FP0668|                                                           dddmmss.s |
 FP0668| FP0714 GALLUPAIR AZ MK                     321.530 METERS 23834     |
 FP0668|---------------------------------------------------------------------|
 FP0668
 FP0668                          SUPERSEDED SURVEY CONTROL
 FP0668
 FP0668  ELLIP H (12/21/93) 1951.15   (m)                       GP(       ) 4 1
 FP0668  NAD 83(1992)-  35 30 56.34521(N)    108 46 46.00183(W) AD(       ) B
 FP0668  ELLIP H (05/26/92) 1951.15   (m)                       GP(       ) 4 1
 FP0668  NAD 83(1986)-  35 30 56.34521(N)    108 46 46.00183(W) AD(       ) 1
 FP0668  NAD 27      -  35 30 56.26765(N)    108 46 43.66942(W) AD(       ) 1
 FP0668  NGVD 29 (03/22/89) 1971.3    (m)         6468.     (f) GPS OBS        
 FP0668
 FP0668.Superseded values are not recommended for survey control.
 FP0668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0668.See file dsdata.txt to determine how the superseded data were derived.
 FP0668
 FP0668_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYE0136732497(NAD 83)
 FP0668_MARKER: I = METAL ROD
 FP0668_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 FP0668_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 FP0668_STAMPING: GALLUPAIR 1987
 FP0668_MARK LOGO: NGS   
 FP0668_PROJECTION: FLUSH
 FP0668_MAGNETIC: N = NO MAGNETIC MATERIAL
 FP0668_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FP0668_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FP0668+SATELLITE: SATELLITE OBSERVATIONS - February 12, 1992
 FP0668_ROD/PIPE-DEPTH: 13.4 meters
 FP0668_SLEEVE-DEPTH  : 0.9 meters
 FP0668
 FP0668  HISTORY     - Date     Condition        Report By
 FP0668  HISTORY     - 1988     MONUMENTED       NGS
 FP0668  HISTORY     - 19920212 GOOD             NGS
 FP0668  HISTORY     - 19950615 GOOD             CGS
 FP0668  HISTORY     - 19960519 GOOD             CHANCE
 FP0668
 FP0668                          STATION DESCRIPTION
 FP0668
 FP0668'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 FP0668'THE STATION IS LOCATED ABOUT 0.32 KM (0.20 MI) SOUTH OF INTERSTATE
 FP0668'HIGHWAY 40, ABOUT 3.2 KM (2.00 MI) WEST OF DOWNTOWN GALLOP, 0.16 KM
 FP0668'(0.10 MI) SOUTH OF BUSINESS LOOP I-40, OLD U.S. HIGHWAY 66, AND AT THE
 FP0668'GALLOP MUNICIPAL AIRPORT.  OWNERSHIP--CITY OF GALLOP, MANAGER, JOE
 FP0668'DANOFF, P.O. BOX 1270, GALLOP, NEW MEXICO 87301.  TELEPHONE
 FP0668'505-722-4896.
 FP0668'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 40 AND
 FP0668'STATE HIGHWAY 32, MUNOZ DRIVE, EXIT 20, GO SOUTH ON STATE HIGHWAY 32,
 FP0668'MUNOZ DRIVE FOR 1.0 KM (0.60 MI) TO A STOP LIGHT, AZTEC ROAD, TURN
 FP0668'RIGHT, WEST, ON AZTEC ROAD FOR 0.16 KM (0.10 MI) TO A STOP SIGN,
 FP0668'ARNOLD STREET, TURN RIGHT, NORTH, ON ARNOLD STREET FOR 0.24 KM
 FP0668'(0.15 MI) TO A T-JUNCTION, TURN LEFT, WEST, ON BUSINESS LOOP I-40,
 FP0668'U.S. HIGHWAY 66, FOR 2.3 KM (1.45 MI) TO THE AIRPORT ENTRANCE ON THE
 FP0668'LEFT, TURN LEFT, SOUTH, FOR 30 M (98.4 FT), TURN LEFT, EAST, FOR 60 M
 FP0668'(196.8 FT) TO THE STATION ON THE RIGHT.
 FP0668'THE STATION IS A PUNCH HOLE ON TOP OF A STAINLESS STEEL ROD THAT IS
 FP0668'---UNSTAMPED---, DRIVEN TO THE DEPTH OF 13.41 M (44.0 FT) , INSIDE A
 FP0668'GREASE FILLED SLEEVE EXTENDING TO A DEPTH OF 0.9 M (3.0 FT) , ENCASED
 FP0668'IN A 5-INCH PVC PIPE WITH AN NGS LOGO CAP STAMPED---GALLOPAIR
 FP0668'1987---, FLUSH WITH THE GROUND.  TOP OF THE ROD IS RECESSED 10.0 CM
 FP0668'BELOW THE LOGO CAP.  LOCATED 33.1 M (108.6 FT) NORTH-NORTHEAST OF THE
 FP0668'NORTHEAST CORNER OF THE MAIN TERMINAL BUILDING, 25.3 M (83.0 FT)
 FP0668'SOUTH OF A UTILITY POLE, 4.8 M (15.7 FT) NORTHEAST OF A CHAIN LINK
 FP0668'FENCE CORNER, 1.4 M (4.6 FT) NORTH OF A CHAIN LINK FENCE, 1.0 M
 FP0668'(3.3 FT) SOUTHWEST OF A CARSONITE WITNESS POST, 1.0 M (3.3 FT)
 FP0668'NORTHWEST OF A CARSONITE WITNESS POST, AND 0.8 M (2.6 FT) EAST OF A
 FP0668'CARSONITE WITNESS POST.
 FP0668'NEW MEXICO FAA, FEBRUARY 1988.
 FP0668'DESCRIBED BY STEPHEN E. RANDALL.
 FP0668
 FP0668                          STATION RECOVERY (1992)
 FP0668
 FP0668'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 FP0668'THE STATION IS LOCATED ABOUT 3.2 KM (2.0 MI)  WEST OF GALLUP, 0.32 KM
 FP0668'(0.20 MI) SOUTH OF INTERSTATE HIGHWAY 40, 0.16 KM (0.10 MI) SOUTH OF
 FP0668'HIGHWAY 40 BUSINESS AND AT THE GALLUP MUNICIPAL AIRPORT.
 FP0668'OWNERSHIP--CITY OF GALLUP, MANAGER JOE DANOFF, P.O. BOX 1270, GALLUP,
 FP0668'NM 87301.  PHONE 505-722-4896.
 FP0668'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 40 AND
 FP0668'STATE HIGHWAY 32 (EXIT 20), GO SOUTH ON HIGHWAY 32 (MUNOZ DRIVE) FOR
 FP0668'1.0 KM (0.6 MI) TO A STOP LIGHT.  TURN RIGHT, WEST, ON AZTEC ROAD FOR
 FP0668'0.16 KM (0.10 MI) TO A STOP SIGN.  TURN RIGHT, NORTH, ON ARNOLD
 FP0668'STREET FOR 0.24 KM (0.15 MI) TO A T-JUNCTION.  TURN LEFT, WEST, ON
 FP0668'HIGHWAY 40 BUSINESS (U.S. HIGHWAY 66) FOR 2.3 KM (1.4 MI) TO THE
 FP0668'AIRPORT ENTRANCE ON THE LEFT.  TURN LEFT, SOUTH, FOR 30 M (98.4 FT)
 FP0668'THEN LEFT, EAST, FOR 60 M (196.8 FT) TO THE STATION ON THE RIGHT.
 FP0668'THE STATION IS A PUNCH HOLE IN A STAINLESS STEEL ROD INSIDE AN NGS
 FP0668'LOGO CAP FLUSH WITH THE GROUND.  LOCATED 33.1 M (108.6 FT)
 FP0668'NORTH-NORTHEAST OF THE NORTHEAST CORNER OF THE MAIN TERMINAL BUILDING,
 FP0668'25.3 KM (15.7 MI) SOUTH OF A UTILITY POLE, 4.8 M (15.7 FT) NORTHEAST
 FP0668'OF A CHAIN LINK FENCE CORNER, 1.4 KM (0.9 MI) NORTH OF A CHAIN LINK
 FP0668'FENCE, 1.0 M (3.3 FT) SOUTHWEST OF A FIBERGLASS WITNESS POST, 1.0 M
 FP0668'(3.3 FT) NORTHWEST OF A FIBERGLASS WITNESS POST AND 0.8 M (2.6 FT)
 FP0668'EAST OF A FIBERGLASS WITNESS POST.
 FP0668
 FP0668                          STATION RECOVERY (1995)
 FP0668
 FP0668'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1995
 FP0668'THE STATION IS LOCATED AT THE GALLUP MUNI AIRPORT 108.6 FT (33.1 M) NE
 FP0668'OF THE NE CORNER OF THE TERMINAL BUILDING.  IT IS 15.7 FT (4.8 M) ENE
 FP0668'OF A CHAIN LINK FENCE CORNER, 15.0 FT (4.6 M) SSW OF THE NW CORNER OF
 FP0668'A HANGAR, AND 4.4 FT (1.3 M) NORTH OF A CHAIN LINK FENCE.  IT IS
 FP0668'BETWEEN THREE WITNESS POSTS.  THE STATION IS AN NGS 3D ROD MARK.  THE
 FP0668'LOGO CAP IS STAMPED GALLUPAIR 1987.
 FP0668
 FP0668                          STATION RECOVERY (1996)
 FP0668
 FP0668'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (KAL)
 FP0668'RECOVERY NOTE BY CHANCE 1996 RECOVERED AS DESCRIBED AND IN GOOD
 FP0668'CONDITION.  MARK RIPLEY - NEW AIRPORT MANAGER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0714 ***********************************************************************
 FP0714  CBN         -  This is a Cooperative Base Network Control Station.
 FP0714  PACS        -  This is a Primary Airport Control Station.
 FP0714  DESIGNATION -  GALLUPAIR AZ MK
 FP0714  PID         -  FP0714
 FP0714  STATE/COUNTY-  NM/MCKINLEY
 FP0714  USGS QUAD   -  GALLUP WEST (1979)
 FP0714
 FP0714                         *CURRENT SURVEY CONTROL
 FP0714  ___________________________________________________________________
 FP0714* NAD 83(1992)-  35 30 50.89960(N)    108 46 56.88829(W)     ADJUSTED  
 FP0714* NAVD 88     -      1970.91   (meters)    6466.2    (feet)  GPS OBS   
 FP0714  ___________________________________________________________________
 FP0714  X           -  -1,673,981.409 (meters)                     COMP
 FP0714  Y           -  -4,922,224.339 (meters)                     COMP
 FP0714  Z           -   3,685,577.519 (meters)                     COMP
 FP0714  LAPLACE CORR-           2.54  (seconds)                    DEFLEC99
 FP0714  ELLIP HEIGHT-        1949.64  (meters)          (05/26/00) GPS OBS
 FP0714  GEOID HEIGHT-         -21.28  (meters)                     GEOID03
 FP0714
 FP0714  HORZ ORDER  -  B
 FP0714  ELLP ORDER  -  SECOND    CLASS I
 FP0714
 FP0714.This mark is at Gallup Airport (GUP)
 FP0714
 FP0714.The horizontal coordinates were established by GPS observations
 FP0714.and adjusted by the National Geodetic Survey in September 1992..
 FP0714
 FP0714.The orthometric height was determined by GPS observations and a
 FP0714.high-resolution geoid model.
 FP0714
 FP0714.GPS derived orthometric heights for airport stations designated as
 FP0714.PACS or SACS are published to 2 decimal places.  This maintains
 FP0714.centimeter relative accuracy between the PACS and SACS.  It does
 FP0714.not indicate centimeter accuracy relative to other marks which are
 FP0714.part of the NAVD 88 network.
 FP0714
 FP0714.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FP0714
 FP0714.The Laplace correction was computed from DEFLEC99 derived deflections.
 FP0714
 FP0714.The ellipsoidal height was determined by GPS observations
 FP0714.and is referenced to NAD 83.
 FP0714
 FP0714.The geoid height was determined by GEOID03.
 FP0714
 FP0714;                    North         East     Units Scale Factor Converg.
 FP0714;SPC NM W     -   501,032.394   743,906.478   MT  1.00000798   -0 33 05.0
 FP0714;SPC NM W     - 1,643,803.78  2,440,633.17   sFT  1.00000798   -0 33 05.0
 FP0714;UTM  12      - 3,932,322.792   701,095.977   MT  1.00009837   +1 17 19.0
 FP0714
 FP0714!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FP0714!SPC NM W     -   0.99969408  x   1.00000798  =   0.99970206
 FP0714!UTM  12      -   0.99969408  x   1.00009837  =   0.99979242
 FP0714
 FP0714|---------------------------------------------------------------------|
 FP0714| PID    Reference Object                     Distance      Geod. Az  |
 FP0714|                                                           dddmmss.s |
 FP0714| AC6851 GUP F                               364.961 METERS 16544     |
 FP0714|---------------------------------------------------------------------|
 FP0714
 FP0714                          SUPERSEDED SURVEY CONTROL
 FP0714
 FP0714  NAD 83(1992)-  35 30 50.90453(N)    108 46 56.88924(W) AD(       ) B
 FP0714  ELLIP H (09/30/92) 1949.74   (m)                       GP(       ) 2 1
 FP0714
 FP0714.Superseded values are not recommended for survey control.
 FP0714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0714.See file dsdata.txt to determine how the superseded data were derived.
 FP0714
 FP0714_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYE0109632323(NAD 83)
 FP0714_MARKER: F = FLANGE-ENCASED ROD
 FP0714_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FP0714_SP_SET: STAINLESS STEEL ROD
 FP0714_STAMPING: GALLUPAIR AZ 1987
 FP0714_MARK LOGO: NGS   
 FP0714_MAGNETIC: N = NO MAGNETIC MATERIAL
 FP0714_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FP0714_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FP0714+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2004
 FP0714
 FP0714  HISTORY     - Date     Condition        Report By
 FP0714  HISTORY     - 1987     MONUMENTED       AZDT
 FP0714  HISTORY     - 19920310 GOOD
 FP0714  HISTORY     - 19950615 GOOD             CGS
 FP0714  HISTORY     - 19960107 GOOD             CHANCE
 FP0714  HISTORY     - 19970522 GOOD             NGS
 FP0714  HISTORY     - 19990402 GOOD             NGS
 FP0714  HISTORY     - 20040519 GOOD             NMHD
 FP0714
 FP0714                          STATION DESCRIPTION
 FP0714
 FP0714'DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1987
 FP0714'THE STATION IS LOCATED ABOUT 3.2 KM (2.0 MI) WEST OF GALLUP, 0.32 KM
 FP0714'(0.20 MI) SOUTH OF INTERSTATE HIGHWAY 40, 0.16 KM (0.10 MI) SOUTH OF
 FP0714'HIGHWAY 40 BUSINESS AND AT THE GALLUP MUNICIPAL AIRPORT.
 FP0714'OWNERSHIP--CITY OF GALLUP, MANAGER JOE DANOFF, P.O. BOX 1270, GALLUP,
 FP0714'NM 87301.  PHONE 505-722-4896.
 FP0714'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 40 AND
 FP0714'STATE HIGHWAY 32 (EXIT 20), GO SOUTH ON HIGHWAY 32 (MUNOZ DRIVE) FOR
 FP0714'1.0 KM (0.6 MI) TO A STOP LIGHT.  TURN RIGHT, WEST, ON AZTEC ROAD FOR
 FP0714'0.16 KM (0.10 MI) TO A STOP SIGN.  TURN RIGHT, NORTH, ON ARNOLD
 FP0714'STREET FOR 0.24 KM (0.15 MI) TO A T-JUNCTION.  TURN LEFT, WEST, ON
 FP0714'HIGHWAY 40 BUSINESS (U.S. HIGHWAY 66) FOR 2.3 KM (1.4 MI) TO THE
 FP0714'AIRPORT ENTRANCE ON THE LEFT.  THE STATION IS IN A GRASSY AREA SOUTH
 FP0714'OF SOME HANGERS THAT ARE WEST OF THE TERMINAL PARKING AREA.
 FP0714'THE STATION IS A PUNCH HOLE IN A STAINLESS STEEL ROD INSIDE AN NGS
 FP0714'LOGO CAP FLUSH WITH THE GROUND.  THE STATION HAS THREE FIBERGLASS
 FP0714'WITNESS POSTS.
 FP0714
 FP0714                          STATION RECOVERY (1992)
 FP0714
 FP0714'RECOVERED 1992
 FP0714'RECOVERED IN GOOD CONDITION.
 FP0714
 FP0714                          STATION RECOVERY (1995)
 FP0714
 FP0714'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1995
 FP0714'THE STATION IS LOCATED AT THE GALLUP MUNI AIRPORT ABOUT 950 FT (289.6
 FP0714'M) SW OF THE TERMINAL BUILDING IN A GRASS AREA JUST WEST OF THE RAMP.
 FP0714'IT IS 179.0 FT (54.6 M) NORTH OF THE NORTH EDGE OF THE PARALLEL
 FP0714'TAXIWAY, 113.4 FT (34.6 M) WEST OF THE WEST EDGE OF THE RAMP, 70.3 FT
 FP0714'(21.4 M) SOUTH OF THE SOUTH EDGE OF A TAXIWAY, 3.5 FT (1.1 M) WEST OF
 FP0714'THE EXTENDED EAST WALL OF A HANGAR, AND BETWEEN THREE WITNESS POSTS.
 FP0714'THE STATION IS A NGS 3D ROD MARK.  THE LOGO CAP IS STAMPED GALLUPAIR
 FP0714'AZ MK 1987 AND IS ABOUT 0.2 FT (6.1 CM) BELOW GROUND LEVEL.
 FP0714
 FP0714                          STATION RECOVERY (1996)
 FP0714
 FP0714'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (KB)
 FP0714'RECOVERED AS DESCRIBED THE STATION IS DESIGNATED AS A PRIMARY AIRPORT
 FP0714'CONTROL STATION (PACS) - NEW MEXICO ANA SURVEYS 1996
 FP0714
 FP0714                          STATION RECOVERY (1997)
 FP0714
 FP0714'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 FP0714'RECOVERED AS DESCRIBED, WITH THE FOLLOWING CHANGES.  THE NEW AIRPORT
 FP0714'MANAGER IS MARK RIPLEY, PHONE 505-722-4896.  THIS STATION HAS BEEN
 FP0714'SELECTED AS THE PRIMARY AIRPORT CONTROL STATION (PACS) .
 FP0714
 FP0714                          STATION RECOVERY (1999)
 FP0714
 FP0714'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (WAS)
 FP0714'THE STATION IS LOCATED AT THE GALLUP MUNICIPAL AIRPORT ON THE WEST
 FP0714'EDGE OF GALLUP.  OWNERSHIP--GALLUP MUNICIPAL AIRPORT, MARK RIPLEY,
 FP0714'MANAGER, TELEPHONE 505-722-4896, PO BOX 1270, GALLUP NM 87301.  TO
 FP0714'REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 40 AND MUNOZ
 FP0714'DRIVE (EXIT 20), GO SOUTH ON MUNOZ DRIVE FOR 0.6 MI (1.0 KM) TO A
 FP0714'STOPLIGHT.  TURN RIGHT, WEST ON AZTEC ROAD FOR 0.1 MI (0.2 KM) TO A
 FP0714'STOP SIGN.  TURN RIGHT, NORTH ON ARNOLD STREET FOR 0.15 MI (0.24 KM)
 FP0714'TO THE INTERSECTION WITH INTERSTATE HIGHWAY 40 BUSINESS (OLD ROUTE
 FP0714'66).  TURN LEFT, WEST ON INTERSTATE HIGHWAY 40 BUSINESS AND GO 1.4 MI
 FP0714'(2.3 KM) TO THE AIRPORT ENTRANCE ON THE LEFT.  TURN LEFT AND GO 0.05
 FP0714'MI (0.08 KM) TO THE AIRPORT TERMINAL.  IN FRONT OF TERMINAL BUILDING,
 FP0714'TURN RIGHT, WEST, AND GO 0.05 MI (0.08 KM) TO THE ACCESS GATE (CONTACT
 FP0714'AIRPORT MANAGEMENT FOR ACCESS PERMISSION). PASS SOUTH THROUGH THE
 FP0714'GATE, TURN RIGHT, WEST AND GO 0.1 M (0.3 FT) ON A TAXIWAY TO THE
 FP0714'STATION ON THE LEFT, JUST WEST OF THE AIRCRAFT PARKING RAMP.  THE
 FP0714'STATION IS A PUNCH MARK ON TOP OF A STAINLESS STEEL ROD THAT IS
 FP0714'ACCESSED THROUGH AN ALUMINUM LOGO CAP.  LOCATED 54.5 M (178.8 FT)
 FP0714'NORTH OF THE NORTH EDGE OF A TAXIWAY, 34.5 M (113.2 FT) WEST OF THE
 FP0714'WEST EDGE OF THE AIRCRAFT PARKING RAMP, 21.5 M (70.5 FT) SOUTH OF THE
 FP0714'SOUTH EDGE OF A TAXIWAY ALONGSIDE SEVERAL HANGARS AND IN THE CENTER OF
 FP0714'AND 1.0 M (3.3 FT) FROM 3 FIBERGLASS WITNESS POSTS.
 FP0714
 FP0714                          STATION RECOVERY (2004)
 FP0714
 FP0714'RECOVERY NOTE BY NM HIGHWAY DEPT 2004 (JW)
 FP0714'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR1025 ***********************************************************************
 DR1025  DESIGNATION -  GALT
 DR1025  PID         -  DR1025
 DR1025  STATE/COUNTY-  NM/LINCOLN
 DR1025  USGS QUAD   -  NOGAL (1973)
 DR1025
 DR1025                         *CURRENT SURVEY CONTROL
 DR1025  ___________________________________________________________________
 DR1025* NAD 83(1992)-  33 33 00.18077(N)    105 38 13.97441(W)     ADJUSTED  
 DR1025* NAVD 88     -      2241.1    (meters)    7353.     (feet)  VERTCON   
 DR1025  ___________________________________________________________________
 DR1025  LAPLACE CORR-          -1.27  (seconds)                    DEFLEC99
 DR1025  GEOID HEIGHT-         -19.63  (meters)                     GEOID03
 DR1025
 DR1025  HORZ ORDER  -  THIRD
 DR1025
 DR1025.The horizontal coordinates were established by classical geodetic methods
 DR1025.and adjusted by the National Geodetic Survey in December 1993..
 DR1025
 DR1025.The NAVD 88 height was computed by applying the VERTCON shift value to
 DR1025.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DR1025
 DR1025.The Laplace correction was computed from DEFLEC99 derived deflections.
 DR1025
 DR1025.The geoid height was determined by GEOID03.
 DR1025
 DR1025;                    North         East     Units Scale Factor Converg.
 DR1025;SPC NM C     -   282,919.338   556,903.474   MT  0.99993991   +0 20 19.2
 DR1025;SPC NM C     -   928,211.19  1,827,107.48   sFT  0.99993991   +0 20 19.2
 DR1025;UTM  13      - 3,712,450.061   440,845.641   MT  0.99964314   -0 21 07.8
 DR1025
 DR1025!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR1025!SPC NM C     -   0.99965137  x   0.99993991  =   0.99959130
 DR1025!UTM  13      -   0.99965137  x   0.99964314  =   0.99929464
 DR1025
 DR1025:                Primary Azimuth Mark                     Grid Az
 DR1025:SPC NM C     -  CHAMP                                    170 46 36.9
 DR1025:UTM  13      -  CHAMP                                    171 28 03.9
 DR1025
 DR1025|---------------------------------------------------------------------|
 DR1025| PID    Reference Object                     Distance      Geod. Az  |
 DR1025|                                                           dddmmss.s |
 DR1025| DR0994 CHAMP                               APPROX. 7.0 KM 1710656.1 |
 DR1025|---------------------------------------------------------------------|
 DR1025
 DR1025                          SUPERSEDED SURVEY CONTROL
 DR1025
 DR1025  NAD 83(1986)-  33 33 00.18773(N)    105 38 13.97583(W) AD(       ) 3
 DR1025  NAD 27      -  33 32 59.90717(N)    105 38 12.03072(W) AD(       ) 3
 DR1025  NGVD 29 (07/19/86) 2240.3    (m)         7350.     (f) VERT ANG       
 DR1025
 DR1025.Superseded values are not recommended for survey control.
 DR1025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR1025.See file dsdata.txt to determine how the superseded data were derived.
 DR1025
 DR1025_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDT4084612450(NAD 83)
 DR1025
 DR1025  HISTORY     - Date     Condition        Report By
 DR1025  HISTORY     - 1933     MONUMENTED       USGS
 DR1025  HISTORY     - 1973     GOOD             USGS
 DR1025
 DR1025                          STATION DESCRIPTION
 DR1025
 DR1025'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 DR1025'ON THE TOP OF AN UNNAMED HILL, LYING BETWEEN U.S. HIGHWAY 380 AND
 DR1025'THE OLD CARRIZOZO-NOGAL-CAPITAN ROAD, AT A POINT ABOUT 4 MI. W.
 DR1025'OF CAPITAN, BEING VISIBLE FROM CAPITAN AS THE HIGHEST HILL TO THE
 DR1025'W. WITHIN 5 MI. DISTANCE.
 DR1025'
 DR1025'STATION MARK--STANDARD TABLET, CEMENTED IN ROCK IN PLACE, UNDER
 DR1025'CENTER OF CAIRN, AND STAMPED ---R 1933 GALT---.
 DR1025'
 DR1025'REFERENCE MARK--STANDARD REFERENCE TABLET, CEMENTED IN ROCK IN PLACE,
 DR1025'AND 29.05 FT. N. OF STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS1371 ***********************************************************************
 DS1371  DESIGNATION -  GAN
 DS1371  PID         -  DS1371
 DS1371  STATE/COUNTY-  NM/SOCORRO
 DS1371  USGS QUAD   -  TENMILE HILL (1995)
 DS1371
 DS1371                         *CURRENT SURVEY CONTROL
 DS1371  ___________________________________________________________________
 DS1371* NAD 83(1992)-  33 46 24.97223(N)    107 16 26.46877(W)     ADJUSTED  
 DS1371* NAVD 88     -      1889.1    (meters)    6198.     (feet)  VERTCON   
 DS1371  ___________________________________________________________________
 DS1371  LAPLACE CORR-          -3.55  (seconds)                    DEFLEC99
 DS1371  GEOID HEIGHT-         -22.30  (meters)                     GEOID03
 DS1371
 DS1371  HORZ ORDER  -  SECOND
 DS1371
 DS1371.The horizontal coordinates were established by classical geodetic methods
 DS1371.and adjusted by the National Geodetic Survey in December 1993..
 DS1371
 DS1371.The NAVD 88 height was computed by applying the VERTCON shift value to
 DS1371.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DS1371
 DS1371.The Laplace correction was computed from DEFLEC99 derived deflections.
 DS1371
 DS1371.The geoid height was determined by GEOID03.
 DS1371
 DS1371;                    North         East     Units Scale Factor Converg.
 DS1371;SPC NM C     -   308,015.578   405,153.517   MT  1.00001086   -0 34 09.5
 DS1371;SPC NM C     - 1,010,547.78  1,329,241.16   sFT  1.00001086   -0 34 09.5
 DS1371;UTM  13      - 3,739,377.825   289,422.505   MT  1.00014668   -1 15 52.6
 DS1371
 DS1371!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS1371!SPC NM C     -   0.99970702  x   1.00001086  =   0.99971788
 DS1371!UTM  13      -   0.99970702  x   1.00014668  =   0.99985366
 DS1371
 DS1371:                Primary Azimuth Mark                     Grid Az
 DS1371:SPC NM C     -  FORT CRAIG FAA MICROWAVE MAST            124 41 42.6
 DS1371:UTM  13      -  FORT CRAIG FAA MICROWAVE MAST            125 23 25.7
 DS1371
 DS1371|---------------------------------------------------------------------|
 DS1371| PID    Reference Object                     Distance      Geod. Az  |
 DS1371|                                                           dddmmss.s |
 DS1371| DS1335 FORT CRAIG FAA MICROWAVE MAST       APPROX.22.7 KM 1240733.1 |
 DS1371| CD2926 GAN RM 1                              8.967 METERS 26201     |
 DS1371| CD2925 GAN AZ MK                                          2932012.6 |
 DS1371| CD2927 GAN RM 2                              9.231 METERS 32816     |
 DS1371|---------------------------------------------------------------------|
 DS1371
 DS1371                          SUPERSEDED SURVEY CONTROL
 DS1371
 DS1371  NAD 83(1986)-  33 46 24.97896(N)    107 16 26.47215(W) AD(       ) 2
 DS1371  NAD 27      -  33 46 24.75644(N)    107 16 24.35065(W) AD(       ) 2
 DS1371  NGVD 29 (07/19/86) 1888.3    (m)         6195.     (f) VERT ANG       
 DS1371
 DS1371.Superseded values are not recommended for survey control.
 DS1371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS1371.See file dsdata.txt to determine how the superseded data were derived.
 DS1371
 DS1371_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBT8942339378(NAD 83)
 DS1371_MARKER: DS = TRIANGULATION STATION DISK
 DS1371_SETTING: 66 = SET IN ROCK OUTCROP
 DS1371
 DS1371  HISTORY     - Date     Condition        Report By
 DS1371  HISTORY     - 1966     MONUMENTED       CGS
 DS1371
 DS1371                          STATION DESCRIPTION
 DS1371
 DS1371'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (ANP)
 DS1371'THE STATION IS LOCATED ABOUT 44 MILES NORTH OF TRUTH OR
 DS1371'CONSEQUENCES, 25-1/2 MILES SOUTHWEST OF SAN ANTONIO, 13 MILES
 DS1371'NORTHWEST OF FORT CRAIG STORE, 3 MILES WEST OF MULLIGAN GULCH,
 DS1371'AT THE EAST EDGE OF THE SAN MATEO MOUNTAIN RANGE AND ON A
 DS1371'HIGH POINT OF A NORTHEAST-SOUTHWEST RIDGE.  THERE IS A HIGHER
 DS1371'POINT ON THIS RIDGE ABOUT 1/4 MILE TO THE WEST.
 DS1371'
 DS1371'TO REACH THE STATION FROM THE FORT CRAIG STORE WHICH IS ABOUT
 DS1371'35 MILES NORTH-NORTHEAST OF TRUTH OR CONSEQUENCES, GO NORTHEAST
 DS1371'ON U.S. HIGHWAY 85 FOR 1.4 MILES TO THE JUNCTION WITH STATE
 DS1371'HIGHWAY 107.  TURN LEFT AND GO NORTHWEST ON STATE HIGHWAY
 DS1371'107 FOR 6.9 MILE TO A REVERSE Y-FORK AND A SIGN EVANS PLACE
 DS1371'5 EATON PLACE 9.  CONTINUE NORTHWEST ON STATE HIGHWAY 107
 DS1371'FOR 7.5 MILES TO A CATTLE GUARD AND A DIM TRACK ROAD TO THE
 DS1371'RIGHT.  CROSS THE CATTLE GUARD, TURN RIGHT AND GO NORTHEAST
 DS1371'ON THE TRACK ROAD FOR 0.1 MILE.  TURN LEFT, LEAVE THE TRACK
 DS1371'ROAD AND GO NORTHERLY ACROSS COUNTRY FOR 0.5 MILE TO THE
 DS1371'BASE OF A RIDGE.  (A 4-WHEEL DRIVE VEHICLE IS REQUIRED TO
 DS1371'REACH THE STATION FROM THIS POINT).  PICK YOUR WAY NORTH
 DS1371'AND NORTHEAST UP THE SOUTHWEST SIDE OF THE RIDGE FOR 0.2 MILE
 DS1371'TO THE TOP OF THE RIDGE AND THE AZIMUTH MARK ON THE
 DS1371'HIGHEST POINT OF THE RIDGE.  GO EAST ACROSS THE TOP OF
 DS1371'THE RIDGE TO A LOWER POINT AT A RATHER FLAT AREA AND THE
 DS1371'STATION MARK.  THIS IS A DISTANCE OF 0.25 MILE.
 DS1371'
 DS1371'THE STATION MARK IS A STANDARD DISK, STAMPED GAN 1966, CEMENTED
 DS1371'IN A DRILL HOLE IN A ROCK OUTCROP, THAT PROJECTS 1 INCH.  IT
 DS1371'IS 200 FEET WEST OF THE EAST EDGE OF THE RIDGE.
 DS1371'
 DS1371'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED GAN NO 1 1966,
 DS1371'CEMENTED IN A DRILL HOLE IN A ROCK OUTCROP, THAT PROJECTS
 DS1371'1 INCH ABOVE THE GROUND.  IT IS 230 FEET WEST OF THE EAST
 DS1371'EDGE OF THE RIDGE AND THE SAME ELEVATION AS THE STATION MARK.
 DS1371'
 DS1371'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED GAN NO 2 1966,
 DS1371'CEMENTED IN A DRILL HOLE IN A ROCK OUTCROP, THAT PROJECTS 4
 DS1371'INCHES ABOVE THE GROUND.  IT IS 202 FEET WEST OF THE EAST
 DS1371'EDGE OF THE RIDGE AND THE SAME ELEVATION AS THE STATION MARK.
 DS1371'
 DS1371'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED GAN 1966, CEMENTED
 DS1371'IN A DRILL HOLE IN A ROCK OUTCROP, THAT PROJECTS 2 INCHES
 DS1371'ABOVE THE GROUND.  IT IS 30 FEET SOUTHEAST OF THE HIGHEST
 DS1371'POINT OF THE HILL AND 3 FEET EAST OF A CAIRN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0073 ***********************************************************************
 DS0073  DESIGNATION -  GAP
 DS0073  PID         -  DS0073
 DS0073  STATE/COUNTY-  NM/SOCORRO
 DS0073  USGS QUAD   -  MOCKINGBIRD GAP (1982)
 DS0073
 DS0073                         *CURRENT SURVEY CONTROL
 DS0073  ___________________________________________________________________
 DS0073* NAD 83(1992)-  33 32 47.72130(N)    106 26 12.91747(W)     ADJUSTED  
 DS0073* NAVD 88     -      1641.635  (meters)    5385.93   (feet)  ADJUSTED  
 DS0073  ___________________________________________________________________
 DS0073  LAPLACE CORR-           2.31  (seconds)                    DEFLEC99
 DS0073  GEOID HEIGHT-         -21.96  (meters)                     GEOID03
 DS0073  DYNAMIC HT  -        1639.250 (meters)    5378.11  (feet)  COMP
 DS0073  MODELED GRAV-     979,125.8   (mgal)                       NAVD 88
 DS0073
 DS0073  HORZ ORDER  -  FIRST
 DS0073  VERT ORDER  -  SECOND    CLASS 0
 DS0073
 DS0073.The horizontal coordinates were established by classical geodetic methods
 DS0073.and adjusted by the National Geodetic Survey in December 1993..
 DS0073
 DS0073.The orthometric height was determined by differential leveling
 DS0073.and adjusted by the National Geodetic Survey in June 1991..
 DS0073
 DS0073.The Laplace correction was computed from DEFLEC99 derived deflections.
 DS0073
 DS0073.The geoid height was determined by GEOID03.
 DS0073
 DS0073.The dynamic height is computed by dividing the NAVD 88
 DS0073.geopotential number by the normal gravity value computed on the
 DS0073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0073.degrees latitude (g = 980.6199 gals.).
 DS0073
 DS0073.The modeled gravity was interpolated from observed gravity values.
 DS0073
 DS0073;                    North         East     Units Scale Factor Converg.
 DS0073;SPC NM C     -   282,382.977   482,641.811   MT  0.99990371   -0 06 11.9
 DS0073;SPC NM C     -   926,451.48  1,583,467.34   sFT  0.99990371   -0 06 11.9
 DS0073;SPC NM W     -   283,245.445   959,682.815   MT  1.00012394   +0 46 18.4
 DS0073;SPC NM W     -   929,281.10  3,148,559.37   sFT  1.00012394   +0 46 18.4
 DS0073;UTM  13      - 3,712,809.079   366,597.061   MT  0.99981940   -0 47 39.1
 DS0073
 DS0073!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS0073!SPC NM C     -   0.99974579  x   0.99990371  =   0.99964952
 DS0073!SPC NM W     -   0.99974579  x   1.00012394  =   0.99986970
 DS0073!UTM  13      -   0.99974579  x   0.99981940  =   0.99956524
 DS0073
 DS0073|---------------------------------------------------------------------|
 DS0073| PID    Reference Object                     Distance      Geod. Az  |
 DS0073|                                                           dddmmss.s |
 DS0073| DS0072 GAP RM 1                              9.806 METERS 02109     |
 DS0073| DS0206 JIM                                 APPROX.10.7 KM 0363841.5 |
 DS0073| DS0074 GAP RM 2                              7.197 METERS 23204     |
 DS0073| DS0075 GAP AZ MK                                          2413502.5 |
 DS0073| DS0071 E 235                                              3204034.9 |
 DS0073|---------------------------------------------------------------------|
 DS0073
 DS0073                          SUPERSEDED SURVEY CONTROL
 DS0073
 DS0073  NAD 83(1986)-  33 32 47.72832(N)    106 26 12.92011(W) AD(       ) 1
 DS0073  NAD 27      -  33 32 47.46870(N)    106 26 10.89260(W) AD(       ) 1
 DS0073  NGVD 29 (??/??/92) 1640.948  (m)         5383.68   (f) ADJ UNCH    2 0
 DS0073
 DS0073.Superseded values are not recommended for survey control.
 DS0073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0073.See file dsdata.txt to determine how the superseded data were derived.
 DS0073
 DS0073_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT6659712809(NAD 83)
 DS0073_MARKER: DD = SURVEY DISK
 DS0073_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DS0073_SP_SET: CONCRETE BLOCK
 DS0073_STAMPING: GAP INST HAFB 1951
 DS0073_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DS0073
 DS0073  HISTORY     - Date     Condition        Report By
 DS0073  HISTORY     - 1952     MONUMENTED       USAF
 DS0073  HISTORY     - 1952     GOOD             NGS
 DS0073  HISTORY     - 1956     GOOD             CGS
 DS0073  HISTORY     - 1967     GOOD             CGS
 DS0073
 DS0073                          STATION DESCRIPTION
 DS0073
 DS0073'DESCRIBED BY US AIR FORCE 1952 (RLE)
 DS0073'THE STATION IS LOCATED ABOUT 36 MILES, AIRLINE NORTHWEST
 DS0073'OF TULAROSA AND ABOUT 31 MILES, AIRLINE, WEST SOUTHWEST OF
 DS0073'CARRIZOZO, ON THE EAST SIDE OF MOCKING BIRD GAP, NEAR THE
 DS0073'NORTHEAST END ON HIGHEST POINT OF A ROCK COVERED RIDGE.
 DS0073'
 DS0073'STATION IS A HOLLOMAN AIR FORCE BASE BRONZE DISK SET IN
 DS0073'BEDROCK FLUSH WITH THE GROUND, STAMPED, GAP INST HAFB 1951.
 DS0073'
 DS0073'THE AZIMUTH MARK IS ABOUT 0.7 MILES SOUTHWEST OF THE STATION,
 DS0073'15 FEET SOUTHEAST OF THE MOCKING BIRD GAP ROAD, 20 FEET
 DS0073'NORTHWEST OF A TRACK ROAD TO THE EAST AND 1.5 FEET SOUTHEAST
 DS0073'OF A WHITE POST.  A STANDARD DISK SET IN A SQUARE TOPPED
 DS0073'CONCRETE POST PROJECTING SIX INCHES.  STAMPED GAP INST HAFB
 DS0073'1952
 DS0073'
 DS0073'REFERENCE MARK NO. 1 IS SET IN ROCK OUTCROP FLUSH WITH GROUND
 DS0073'TO SOUTH AND BREAKS OFF ABOUT ONE FOOT TO NORTH.  A STANDARD
 DS0073'DISK, STAMPED GAP INST HAFB NO 1 1952.
 DS0073'
 DS0073'REFERENCE MARK NO. 2 IS SET IN ROCK OUTCROP PROJECTING ABOUT
 DS0073'ONE FOOT.  A STANDARD DISK STAMPED GAP INST HAFB NO 2 1952.
 DS0073'
 DS0073'TO REACH FROM THE OLD POST OFFICE AT OSCURA--GO NORTHWESTERLY
 DS0073'ON MOCKING BIRD GAP ROAD FOR 26.3 MILES TO A T-ROAD LEFT AND
 DS0073'AZIMUTH MARK ON LEFT.  TURN RIGHT AND FOLLOW TRACK ROAD EAST
 DS0073'ACROSS FLAT TO FOOT OF RIDGE THEN NORTHEAST ALONG RIDGE TO
 DS0073'HIGHEST POINT AND STATION.  ABOUT 0.8 MILES FROM GAP ROAD.
 DS0073
 DS0073                          STATION RECOVERY (1952)
 DS0073
 DS0073'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 DS0073'40.6 MI SW FROM CARRIZOZO.
 DS0073'14.8 MILES SOUTH ALONG U.S. HIGHWAY 54 FROM THE POST OFFICE AT
 DS0073'CARRIZOZO, THENCE 25.0 MILES WEST ALONG THE MOCKING BIRD GAP ROAD,
 DS0073'THENCE 0.8 MILE NORTHEAST ALONG A TRACK ROAD, ON THE TOP OF A ROCKY
 DS0073'NORTH AND SOUTH RIDGE, FLUSH WITH THE GROUND, SET IN THE TOP OF A
 DS0073'CONCRETE BLOCK.
 DS0073
 DS0073                          STATION RECOVERY (1956)
 DS0073
 DS0073'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (WRH)
 DS0073'THE STATION WAS FOUND AS DESCRIBED.  THE STATION MARK AND
 DS0073'THE REFERENCE MARKS WERE FOUND IN GOOD CONDITION.  THE
 DS0073'AZIMUTH MARK WAS DESTROYED AND A NEW MARK WAS ESTABLISHED.
 DS0073'A COMPLETE NEW DESCRIPTION IS AS FOLLOWS.
 DS0073'
 DS0073'THE STATION IS LOCATED, AIRLINE, ABOUT 32 MILES SOUTHWEST OF
 DS0073'CARRIZOZO, 22-1/2 MILES WEST NORTHWEST OF THE VILLAGE OF
 DS0073'OSCURA AND ON THE EAST SIDE OF MOCKING BIRD GAP AT THE SITE
 DS0073'OF TWO HOLLOMAN AIR FORCE BASE INSTALLATION BUILDINGS ON
 DS0073'THE NORTHEAST END OF A ROCK COVERED RIDGE.
 DS0073'
 DS0073'THE STATION MARK IS A BRONZE DISK STAMPED GAP INST HAFB 1951 SET
 DS0073'IN THE TOP OF A 10 INCH ROUND CONCRETE POST THAT IS FLUSH WITH
 DS0073'THE GROUND.  THE MARK IS 63 FEET NORTHWEST OF THE CENTERLINE
 DS0073'OF A GRAVELED ROAD, 36.5 FEET WEST OF THE WEST CORNER OF A
 DS0073'SMALL TIN BUILDING AND 8.5 FEET SOUTHEAST OF THE EXTREME
 DS0073'NORTHWEST EDGE OF THE RIDGE.
 DS0073'
 DS0073'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED GAP INST
 DS0073'HAFB NO 1 1952 SET IN A DRILL HOLE IN AN OUTCROPPING OF
 DS0073'BEDROCK THAT PROJECTS 12 INCHES ABOVE THE GROUND.  THE MARK
 DS0073'IS 48 FEET WEST OF THE WEST CORNER OF A CONCRETE BLOCK BUILDING,
 DS0073'36.5 FEET NORTHWEST OF THE NORTHWEST EDGE OF THE TIN BUILDING
 DS0073'ON THE NORTHWEST EDGE OF THE RIDGE AND IT IS 1/2 FOOT HIGHER
 DS0073'THAN THE STATION.
 DS0073'
 DS0073'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED GAP INST
 DS0073'HAFB NO 2 1952 SET IN A DRILL HOLE IN AN OUTCROPPING OF
 DS0073'BEDROCK THAT PROJECTS 12 INCHES ABOVE THE GROUND.  THE MARK
 DS0073'IS 69 FEET NORTHWEST OF THE CENTERLINE OF THE GRAVELED ROAD
 DS0073'AT THE NORTHWEST EDGE OF THE RIDGE AND IT IS 1 FOOT HIGHER
 DS0073'THAN THE STATION.
 DS0073'
 DS0073'THE AZIMUTH MARK IS A U.S. COAST AND GEODETIC SURVEY BENCH
 DS0073'MARK DISK STAMPED E 235 1952 SET IN THE TOP OF A 10 INCH
 DS0073'ROUND CONCRETE POST THAT PROJECTS 3 INCHES ABOVE THE GROUND.
 DS0073'THE MARK IS 95 FEET NORTHEAST OF THE CENTERLINE OF A GRAVELED
 DS0073'ROAD AND 2 FEET NORTHWEST OF A WHITE WITNESS POST.
 DS0073'
 DS0073'TO REACH THE STATION FROM THE U.S. POST OFFICE IN CARRIZOZO GO
 DS0073'SOUTH OF U.S. HIGHWAY 54 FOR 15.4 MILES TO A T-ROAD RIGHT IN THE
 DS0073'VILLAGE OF OSCURA.  TURN RIGHT AND GO WEST AND NORTHWEST ON
 DS0073'MOCKING BIRD GAP ROAD FOR 7.8 MILES TO A SIDE ROAD ON THE
 DS0073'LEFT AS PER SIGN OSCURA RANGE CAMP.  CONTINUE STRAIGHT AHEAD
 DS0073'WESTERLY FOR 6.8 MILES TO A T-ROAD LEFT.  CONTINUE STRAIGHT
 DS0073'AHEAD NORTHWEST FOR 10.2 MILES TO A T-ROAD RIGHT.  TO REACH
 DS0073'THE AZIMUTH MARK FROM THE T-ROAD RIGHT CONTINUE STRAIGHT
 DS0073'AHEAD NORTHWEST FOR 1.0 MILE TO THE AZIMUTH MARK ON THE RIGHT
 DS0073'AS DESCRIBED.  TURN RIGHT ON THE T-ROAD AND GO EAST AND
 DS0073'NORTHEAST FOR 0.7 MILE TO THE HOLLOMAN AIR FORCE BASE
 DS0073'INSTALLATION BUILDINGS AND THE STATION AS DESCRIBED.
 DS0073'
 DS0073'1956 DISTANCE TO R.M. NO 2 WAS CHECKED IN THE FIELD.
 DS0073'
 DS0073'OFFICE NOTE--AZI MK DISK STAMPED GAP INST HAFB 1952 RECEIVED
 DS0073'10/25/56.
 DS0073
 DS0073                          STATION RECOVERY (1967)
 DS0073
 DS0073'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (JWC)
 DS0073'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED
 DS0073'IN GOOD CONDITION.  THE AZIMUTH MARK WAS NOT RECOVERED.  BENCH
 DS0073'MARK D 235 WAS ESTABLISHED AS AN AZIMUTH MARK.  DUE TO ROAD
 DS0073'CHANGES A NEW COMPLETE DESCRIPTION FOLLOWS.
 DS0073'
 DS0073'THE STATION IS ABOUT 33 MILES WEST-SOUTHWEST OF CARRIZOZO,
 DS0073'26 MILES NORTHWEST OF THREE RIVERS AND 4-1/2 MILES NORTH OF
 DS0073'THE SOCORRO-SIERRA COUNTY LINE, ON THE HIGHEST POINT OF A
 DS0073'ROCKY KNOLL.
 DS0073'
 DS0073'TO REACH THE STATION FROM THE POST OFFICE IN TULAROSA, GO
 DS0073'WESTERLY ON STATE HIGHWAY 52 FOR 1.25 MILES TO A T-ROAD JUNCTION
 DS0073'JUST AFTER CROSSING RAILROAD TRACKS.  TURN RIGHT AND GO
 DS0073'NORTH FOR 0.3 MILE TO WHERE THE MAIN ROAD TURNS WEST, LEFT.
 DS0073'TURN LEFT AND GO WEST ON MAIN TRAVELED ROAD FOR 6.5 MILES TO A
 DS0073'CROSSROAD AND A GUARD SHACK ON THE LEFT.  CONTINUE WESTERLY
 DS0073'ON PAVED ROAD FOR 21.5 MILES TO A CROSSROAD AT RHODES CANYON
 DS0073'RANGE STATION.  TURN RIGHT AND GO NORTH ON PAVED ROAD FOR
 DS0073'15.4 MILES TO TWO SMALL WHITE BUILDINGS ON THE RIGHT.
 DS0073'CONTINUE NORTH ON PAVED ROAD FOR 3.4 MILES TO A FORK.  TAKE
 DS0073'THE LEFT.  CONTINUE NORTHERLY ON PAVED ROAD FOR 1.4 MILES TO
 DS0073'BENCH MARK D 235 ON THE LEFT.  CONTINUE NORTHERLY ON PAVED
 DS0073'ROAD FOR 0.8 MILE TO A GRAVELED SIDE ROAD RIGHT.  TURN
 DS0073'RIGHT AND GO EAST ON GRAVELED ROAD FOR 0.75 MILE TO THE
 DS0073'TOP OF THE HILL, A METAL BUILDING AND THE STATION.
 DS0073'
 DS0073'STATION MARK IS A BRONZE DISK OF THE HOLLOMAN AIR FORCE BASE,
 DS0073'STAMPED GAP INST HAFB 1951, SET IN THE TOP OF A ROUND CONCRETE
 DS0073'POST, 12 INCHES IN DIAMETER, THAT IS FLUSH WITH THE GROUND.
 DS0073'IT IS 65 FEET NORTH OF THE CENTERLINE OF A GRAVELED ROAD,
 DS0073'36 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE METAL BUILDING
 DS0073'AND 2 FEET WEST OF THE WEST ONE OF TWO 3 X 3 FOOT CONCRETE
 DS0073'SLABS.
 DS0073'
 DS0073'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED GAP INST HAFB
 DS0073'NO 1 1952, CEMENTED IN A DRILL HOLE IN A 2 X 3 FOOT ROCK
 DS0073'OUTCROP, THAT PROJECTS 6 INCHES ABOVE THE GROUND.  IT IS
 DS0073'48 FEET WEST-NORTHWEST OF THE NORTHWEST CORNER OF A CONCRETE
 DS0073'BLOCK BUILDING, 33 FEET NORTH OF THE NORTHWEST CORNER OF THE
 DS0073'METAL BUILDING AND ABOUT 1 FOOT HIGHER THAN THE STATION.
 DS0073'
 DS0073'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED GAP INST HAFB
 DS0073'NO 2 1952, CEMENTED IN A DRILL HOLE IN A 2 X 3 FOOT ROCK
 DS0073'OUTCROP, THAT PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS
 DS0073'71 FEET NORTHWEST OF THE CENTERLINE OF THE GRAVELED ROAD,
 DS0073'57 FEET WEST OF THE NORTHWEST CORNER OF THE METAL BUILDING
 DS0073'AND ABOUT 1 FOOT HIGHER THAN THE STATION.
 DS0073'
 DS0073'BENCH MARK D 235, IS A STANDARD DISK, STAMPED D 235 1952,
 DS0073'SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER,
 DS0073'THAT PROJECTS 6 INCHES ABOVE THE GROUND.  IT IS 80 FEET
 DS0073'SOUTHWEST OF THE CENTERLINE OF A GRAVELED ROAD AND 3 FEET
 DS0073'WEST OF A WITNESS POST.
 DS0073'
 DS0073'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--26 MILES
 DS0073'NORTHWEST OF THREE RIVERS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0075 ***********************************************************************
 DS0075  DESIGNATION -  GAP AZ MK
 DS0075  PID         -  DS0075
 DS0075  STATE/COUNTY-  NM/SOCORRO
 DS0075  USGS QUAD   -  MOCKINGBIRD GAP (1982)
 DS0075
 DS0075                         *CURRENT SURVEY CONTROL
 DS0075  ___________________________________________________________________
 DS0075* NAD 83(1986)-  33 32 32.     (N)    106 26 45.     (W)     SCALED    
 DS0075* NAVD 88     -      1626.531  (meters)    5336.38   (feet)  ADJUSTED  
 DS0075  ___________________________________________________________________
 DS0075  GEOID HEIGHT-         -21.99  (meters)                     GEOID03
 DS0075  DYNAMIC HT  -        1624.141 (meters)    5328.54  (feet)  COMP
 DS0075  MODELED GRAV-     979,110.3   (mgal)                       NAVD 88
 DS0075
 DS0075  VERT ORDER  -  SECOND    CLASS 0
 DS0075
 DS0075.The horizontal coordinates were scaled from a topographic map and have
 DS0075.an estimated accuracy of +/- 6 seconds.
 DS0075
 DS0075.The orthometric height was determined by differential leveling
 DS0075.and adjusted by the National Geodetic Survey in June 1991..
 DS0075
 DS0075.The geoid height was determined by GEOID03.
 DS0075
 DS0075.The dynamic height is computed by dividing the NAVD 88
 DS0075.geopotential number by the normal gravity value computed on the
 DS0075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0075.degrees latitude (g = 980.6199 gals.).
 DS0075
 DS0075.The modeled gravity was interpolated from observed gravity values.
 DS0075
 DS0075;                    North         East    Units  Estimated Accuracy
 DS0075;SPC NM C     -   281,900.      481,810.      MT  (+/- 180 meters Scaled)
 DS0075
 DS0075                          SUPERSEDED SURVEY CONTROL
 DS0075
 DS0075  NGVD 29 (??/??/92) 1625.816  (m)         5334.03   (f) ADJ UNCH    2 0
 DS0075
 DS0075.Superseded values are not recommended for survey control.
 DS0075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0075.See file dsdata.txt to determine how the superseded data were derived.
 DS0075
 DS0075_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT657123(NAD 83)
 DS0075_MARKER: DZ = AZIMUTH MARK DISK
 DS0075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0075_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0075_STAMPING: GAP INST HAFB 1952
 DS0075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0075+STABILITY: SURFACE MOTION
 DS0075
 DS0075  HISTORY     - Date     Condition        Report By
 DS0075  HISTORY     - 1952     MONUMENTED       CGS
 DS0075  HISTORY     - 1975     MARK NOT FOUND   USGS
 DS0075
 DS0075                          STATION DESCRIPTION
 DS0075
 DS0075'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DS0075'39.8 MI SW FROM CARRIZOZO.
 DS0075'14.8 MILES SOUTH ALONG U.S. HIGHWAY 54 FROM THE POST OFFICE AT
 DS0075'CARRIZOZO, THENCE 25.0 MILES WEST ALONG THE MOCKING BIRD GAP ROAD, 16
 DS0075'FEET EAST OF THE CENTER LINE OF THE ROAD, 19 FEET NORTH OF THE CENTER
 DS0075'LINE OF A TRACK ROAD LEADING NORTHEAST, 0.8 MILE SOUTHWEST OF
 DS0075'TRIANGULATION STATION GAP 1951 (U.S.A.), 2 FEET SOUTHEAST OF A WITNESS
 DS0075'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE
 DS0075'THE GROUND.
 DS0075
 DS0075                          STATION RECOVERY (1975)
 DS0075
 DS0075'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 DS0075'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0072 ***********************************************************************
 DS0072  DESIGNATION -  GAP RM 1
 DS0072  PID         -  DS0072
 DS0072  STATE/COUNTY-  NM/SOCORRO
 DS0072  USGS QUAD   -  MOCKINGBIRD GAP (1982)
 DS0072
 DS0072                         *CURRENT SURVEY CONTROL
 DS0072  ___________________________________________________________________
 DS0072* NAD 83(1986)-  33 32 48.     (N)    106 26 11.     (W)     SCALED    
 DS0072* NAVD 88     -      1641.701  (meters)    5386.15   (feet)  ADJUSTED  
 DS0072  ___________________________________________________________________
 DS0072  GEOID HEIGHT-         -21.96  (meters)                     GEOID03
 DS0072  DYNAMIC HT  -        1639.316 (meters)    5378.32  (feet)  COMP
 DS0072  MODELED GRAV-     979,126.1   (mgal)                       NAVD 88
 DS0072
 DS0072  VERT ORDER  -  SECOND    CLASS 0
 DS0072
 DS0072.The horizontal coordinates were scaled from a topographic map and have
 DS0072.an estimated accuracy of +/- 6 seconds.
 DS0072
 DS0072.The orthometric height was determined by differential leveling
 DS0072.and adjusted by the National Geodetic Survey in June 1991..
 DS0072
 DS0072.The geoid height was determined by GEOID03.
 DS0072
 DS0072.The dynamic height is computed by dividing the NAVD 88
 DS0072.geopotential number by the normal gravity value computed on the
 DS0072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0072.degrees latitude (g = 980.6199 gals.).
 DS0072
 DS0072.The modeled gravity was interpolated from observed gravity values.
 DS0072
 DS0072;                    North         East    Units  Estimated Accuracy
 DS0072;SPC NM C     -   282,390.      482,690.      MT  (+/- 180 meters Scaled)
 DS0072
 DS0072                          SUPERSEDED SURVEY CONTROL
 DS0072
 DS0072  NGVD 29 (??/??/92) 1641.014  (m)         5383.89   (f) ADJ UNCH    2 0
 DS0072
 DS0072.Superseded values are not recommended for survey control.
 DS0072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0072.See file dsdata.txt to determine how the superseded data were derived.
 DS0072
 DS0072_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT666128(NAD 83)
 DS0072_MARKER: DR = REFERENCE MARK DISK
 DS0072_SETTING: 80 = SET IN A BOULDER
 DS0072_STAMPING: GAP INST NO 1 HAFB 1952
 DS0072_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0072+STABILITY: SURFACE MOTION
 DS0072
 DS0072  HISTORY     - Date     Condition        Report By
 DS0072  HISTORY     - 1952     MONUMENTED       CGS
 DS0072
 DS0072                          STATION DESCRIPTION
 DS0072
 DS0072'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DS0072'40.6 MI SW FROM CARRIZOZO.
 DS0072'14.8 MILES SOUTH ALONG U.S. HIGHWAY 54 FROM THE POST OFFICE AT
 DS0072'CARRIZOZO, THENCE 25.0 MILES WEST ALONG THE MOCKING BIRD GAP ROAD,
 DS0072'THENCE 0.8 MILE NORTHEAST ALONG A TRACK ROAD, ON TOP OF A ROCKY NORTH
 DS0072'AND SOUTH RIDGE, 23.3 FEET NORTH OF TRIANGULATION STATION GAP 1951
 DS0072'(U.S.A.), 2 FEET ABOVE THE GROUND, SET IN THE TOP OF A 2X2 FOOT
 DS0072'BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0074 ***********************************************************************
 DS0074  DESIGNATION -  GAP RM 2
 DS0074  PID         -  DS0074
 DS0074  STATE/COUNTY-  NM/SOCORRO
 DS0074  USGS QUAD   -  MOCKINGBIRD GAP (1982)
 DS0074
 DS0074                         *CURRENT SURVEY CONTROL
 DS0074  ___________________________________________________________________
 DS0074* NAD 83(1986)-  33 32 47.     (N)    106 26 12.     (W)     SCALED    
 DS0074* NAVD 88     -      1641.967  (meters)    5387.02   (feet)  ADJUSTED  
 DS0074  ___________________________________________________________________
 DS0074  GEOID HEIGHT-         -21.96  (meters)                     GEOID03
 DS0074  DYNAMIC HT  -        1639.582 (meters)    5379.20  (feet)  COMP
 DS0074  MODELED GRAV-     979,125.8   (mgal)                       NAVD 88
 DS0074
 DS0074  VERT ORDER  -  SECOND    CLASS 0
 DS0074
 DS0074.The horizontal coordinates were scaled from a topographic map and have
 DS0074.an estimated accuracy of +/- 6 seconds.
 DS0074
 DS0074.The orthometric height was determined by differential leveling
 DS0074.and adjusted by the National Geodetic Survey in June 1991..
 DS0074
 DS0074.The geoid height was determined by GEOID03.
 DS0074
 DS0074.The dynamic height is computed by dividing the NAVD 88
 DS0074.geopotential number by the normal gravity value computed on the
 DS0074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0074.degrees latitude (g = 980.6199 gals.).
 DS0074
 DS0074.The modeled gravity was interpolated from observed gravity values.
 DS0074
 DS0074;                    North         East    Units  Estimated Accuracy
 DS0074;SPC NM C     -   282,360.      482,670.      MT  (+/- 180 meters Scaled)
 DS0074
 DS0074                          SUPERSEDED SURVEY CONTROL
 DS0074
 DS0074  NGVD 29 (??/??/92) 1641.280  (m)         5384.77   (f) ADJ UNCH    2 0
 DS0074
 DS0074.Superseded values are not recommended for survey control.
 DS0074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0074.See file dsdata.txt to determine how the superseded data were derived.
 DS0074
 DS0074_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT666127(NAD 83)
 DS0074_MARKER: DR = REFERENCE MARK DISK
 DS0074_SETTING: 80 = SET IN A BOULDER
 DS0074_STAMPING: GAP INST HAFB NO 2 1952
 DS0074_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0074+STABILITY: SURFACE MOTION
 DS0074
 DS0074  HISTORY     - Date     Condition        Report By
 DS0074  HISTORY     - 1952     MONUMENTED       CGS
 DS0074
 DS0074                          STATION DESCRIPTION
 DS0074
 DS0074'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DS0074'40.6 MI SW FROM CARRIZOZO.
 DS0074'14.8 MILES SOUTH ALONG U.S. HIGHWAY 54 FROM THE POST OFFICE AT
 DS0074'CARRIZOZO, THENCE 25.0 MILES WEST ALONG THE MOCKING BIRD GAP ROAD,
 DS0074'THENCE 0.8 MILE NORTHEAST ALONG A TRACK ROAD, ON TOP OF A ROCKY NORTH
 DS0074'AND SOUTH RIDGE, 23.6 FEET SOUTHWEST OF TRIANGULATION STATION GAP 1951
 DS0074'(U.S.A.), 2 FEET ABOVE THE GROUND, SET IN THE TOP OF A 2X2 FOOT
 DS0074'BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GO0418 ***********************************************************************
 GO0418  DESIGNATION -  GAP TEMP
 GO0418  PID         -  GO0418
 GO0418  STATE/COUNTY-  NM/SAN JUAN
 GO0418  USGS QUAD   -  THE PILLAR (1978)
 GO0418
 GO0418                         *CURRENT SURVEY CONTROL
 GO0418  ___________________________________________________________________
 GO0418* NAD 83(1992)-  36 29 55.75010(N)    108 21 49.75769(W)     ADJUSTED  
 GO0418* NAVD 88     -      1830.     (meters)    6004.     (feet)  SCALED    
 GO0418  ___________________________________________________________________
 GO0418  LAPLACE CORR-           2.26  (seconds)                    DEFLEC99
 GO0418  GEOID HEIGHT-         -21.39  (meters)                     GEOID03
 GO0418
 GO0418  HORZ ORDER  -  THIRD
 GO0418
 GO0418.The horizontal coordinates were established by classical geodetic methods
 GO0418.and adjusted by the National Geodetic Survey in December 1993..
 GO0418
 GO0418.The orthometric height was scaled from a topographic map.
 GO0418
 GO0418.The Laplace correction was computed from DEFLEC99 derived deflections.
 GO0418
 GO0418.The geoid height was determined by GEOID03.
 GO0418
 GO0418;                    North         East     Units Scale Factor Converg.
 GO0418;SPC NM W     -   609,999.205   782,476.013   MT  0.99994448   -0 18 56.0
 GO0418;SPC NM W     - 2,001,305.73  2,567,173.39   sFT  0.99994448   -0 18 56.0
 GO0418;UTM  12      - 4,042,509.292   736,111.812   MT  1.00028691   +1 34 07.5
 GO0418
 GO0418!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GO0418!SPC NM W     -   0.99971623  x   0.99994448  =   0.99966073
 GO0418!UTM  12      -   0.99971623  x   1.00028691  =   1.00000306
 GO0418
 GO0418:                Primary Azimuth Mark                     Grid Az
 GO0418:SPC NM W     -  AZIMUTH                                  057 31 42.8
 GO0418:UTM  12      -  AZIMUTH                                  055 38 39.3
 GO0418
 GO0418|---------------------------------------------------------------------|
 GO0418| PID    Reference Object                     Distance      Geod. Az  |
 GO0418|                                                           dddmmss.s |
 GO0418| GO0394 AZIMUTH                             APPROX. 8.8 KM 0571246.8 |
 GO0418|---------------------------------------------------------------------|
 GO0418
 GO0418                          SUPERSEDED SURVEY CONTROL
 GO0418
 GO0418  NAD 83(1992)-  36 29 55.74972(N)    108 21 49.76017(W) AD(       ) 3
 GO0418  NAD 83(1992)-  36 29 55.74972(N)    108 21 49.76002(W) AD(       ) 3
 GO0418  NAD 83(1986)-  36 29 55.74270(N)    108 21 49.76707(W) AD(       ) 3
 GO0418  NAD 27      -  36 29 55.72535(N)    108 21 47.47887(W) AD(       ) 3
 GO0418
 GO0418.Superseded values are not recommended for survey control.
 GO0418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GO0418.See file dsdata.txt to determine how the superseded data were derived.
 GO0418
 GO0418_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYF3611242509(NAD 83)
 GO0418_MARKER: W = UNMONUMENTED
 GO0418_SETTING: 0 = UNSPECIFIED SETTING
 GO0418
 GO0418  HISTORY     - Date     Condition        Report By
 GO0418  HISTORY     - 1965     MONUMENTED       USGS
 GO0418
 GO0418                          STATION DESCRIPTION
 GO0418
 GO0418'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 GO0418'NOT DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1804 ***********************************************************************
 CX1804  DESIGNATION -  GAR
 CX1804  PID         -  CX1804
 CX1804  STATE/COUNTY-  NM/SIERRA
 CX1804  USGS QUAD   -  GARFIELD (1980)
 CX1804
 CX1804                         *CURRENT SURVEY CONTROL
 CX1804  ___________________________________________________________________
 CX1804* NAD 83(1992)-  32 48 11.34568(N)    107 16 01.26097(W)     ADJUSTED  
 CX1804* NAVD 88     -      1441.     (meters)    4728.     (feet)  VERTCON   
 CX1804  ___________________________________________________________________
 CX1804  LAPLACE CORR-           2.91  (seconds)                    DEFLEC99
 CX1804  GEOID HEIGHT-         -23.64  (meters)                     GEOID03
 CX1804
 CX1804  HORZ ORDER  -  THIRD
 CX1804
 CX1804.The horizontal coordinates were established by classical geodetic methods
 CX1804.and adjusted by the National Geodetic Survey in December 1993..
 CX1804
 CX1804.The NAVD 88 height was computed by applying the VERTCON shift value to
 CX1804.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CX1804
 CX1804.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1804
 CX1804.The geoid height was determined by GEOID03.
 CX1804
 CX1804;                    North         East     Units Scale Factor Converg.
 CX1804;SPC NM W     -   200,068.038   883,037.238   MT  0.99995134   +0 18 24.5
 CX1804;SPC NM W     -   656,389.89  2,897,098.01   sFT  0.99995134   +0 18 24.5
 CX1804;UTM  13      - 3,631,740.410   287,732.652   MT  1.00015561   -1 13 43.1
 CX1804
 CX1804!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1804!SPC NM W     -   0.99977758  x   0.99995134  =   0.99972893
 CX1804!UTM  13      -   0.99977758  x   1.00015561  =   0.99993316
 CX1804
 CX1804:                Primary Azimuth Mark                     Grid Az
 CX1804:SPC NM W     -  PAINT                                    046 57 53.3
 CX1804:UTM  13      -  PAINT                                    048 30 00.9
 CX1804
 CX1804|---------------------------------------------------------------------|
 CX1804| PID    Reference Object                     Distance      Geod. Az  |
 CX1804|                                                           dddmmss.s |
 CX1804| CX1764 PAINT                               APPROX. 3.3 KM 0471617.8 |
 CX1804|---------------------------------------------------------------------|
 CX1804
 CX1804                          SUPERSEDED SURVEY CONTROL
 CX1804
 CX1804  NAD 83(1986)-  32 48 11.35139(N)    107 16 01.26616(W) AD(       ) 3
 CX1804  NAD 27      -  32 48 11.07299(N)    107 15 59.18492(W) AD(       ) 3
 CX1804  NGVD 29 (07/19/86) 1440.     (m)         4724.     (f) VERT ANG       
 CX1804
 CX1804.Superseded values are not recommended for survey control.
 CX1804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1804.See file dsdata.txt to determine how the superseded data were derived.
 CX1804
 CX1804_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBS8773331740(NAD 83)
 CX1804_MARKER: DD = SURVEY DISK
 CX1804_SETTING: 66 = SET IN ROCK OUTCROP
 CX1804_SP_SET: SET IN BEDROCK
 CX1804_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CX1804+STABILITY: POSITION/ELEVATION WELL
 CX1804
 CX1804  HISTORY     - Date     Condition        Report By
 CX1804  HISTORY     - 1959     MONUMENTED       USGS
 CX1804
 CX1804                          STATION DESCRIPTION
 CX1804
 CX1804'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 CX1804'STATION IS LOCATED ON A HIGH ROUNDED HILL 3.4 MI. (AIRLINE) DUE N. OF
 CX1804'GARFIELD, NEW MEXICO, AND 4.5 MI. (AIRLINE) SE. OF ARREY, NEW MEXICO.
 CX1804'
 CX1804'STATION IS BEST REACHED BY GOING N. FROM GARFIELD 3.3 MI. ON U.S.
 CX1804'HIGHWAY 85 TO Y-INTERSECTION.  TAKE RIGHT FORK, LEAVING U.S. 85 AND
 CX1804'FOLLOW DIRT RD. TO T-RD. E.  TURN E. AND FOLLOW MINING RD. AND ARROYO
 CX1804'FOR 0.6 MI. TO DIM RD. RIGHT, OUT OF DRAIN, AND UP HILL.  TURN RIGHT
 CX1804'AND FOLLOW TRACK RD. TO HIGHEST POINT OF RD. JUST BELOW TOP.  PACK
 CX1804'FROM THIS POINT TO TOP AND STATION.
 CX1804'
 CX1804'STATION MARK--STANDARD TABLET STAMPED ---GAR 1959---, AND CEMENTED IN
 CX1804'BEDROCK.
 CX1804'
 CX1804'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ1110 ***********************************************************************
 EQ1110  DESIGNATION -  GARCIA
 EQ1110  PID         -  EQ1110
 EQ1110  STATE/COUNTY-  NM/VALENCIA
 EQ1110  USGS QUAD   -  SOUTH GARCIA SE (1975)
 EQ1110
 EQ1110                         *CURRENT SURVEY CONTROL
 EQ1110  ___________________________________________________________________
 EQ1110* NAD 83(1992)-  34 51 01.70523(N)    107 01 16.05962(W)     ADJUSTED  
 EQ1110* NAVD 88     -      1603.5    (meters)    5261.     (feet)  VERTCON   
 EQ1110  ___________________________________________________________________
 EQ1110  LAPLACE CORR-          -3.90  (seconds)                    DEFLEC99
 EQ1110  GEOID HEIGHT-         -21.68  (meters)                     GEOID03
 EQ1110
 EQ1110  HORZ ORDER  -  THIRD
 EQ1110
 EQ1110.The horizontal coordinates were established by classical geodetic methods
 EQ1110.and adjusted by the National Geodetic Survey in December 1993..
 EQ1110
 EQ1110.The NAVD 88 height was computed by applying the VERTCON shift value to
 EQ1110.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EQ1110
 EQ1110.The Laplace correction was computed from DEFLEC99 derived deflections.
 EQ1110
 EQ1110.The geoid height was determined by GEOID03.
 EQ1110
 EQ1110;                    North         East     Units Scale Factor Converg.
 EQ1110;SPC NM C     -   427,258.717   429,483.657   MT  0.99996127   -0 26 26.4
 EQ1110;SPC NM C     - 1,401,764.64  1,409,064.30   sFT  0.99996127   -0 26 26.4
 EQ1110;UTM  13      - 3,858,324.183   315,220.476   MT  1.00002083   -1 09 19.0
 EQ1110
 EQ1110!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EQ1110!SPC NM C     -   0.99975177  x   0.99996127  =   0.99971305
 EQ1110!UTM  13      -   0.99975177  x   1.00002083  =   0.99977259
 EQ1110
 EQ1110                          SUPERSEDED SURVEY CONTROL
 EQ1110
 EQ1110  NAD 83(1992)-  34 51 01.70988(N)    107 01 16.06010(W) AD(       ) 3
 EQ1110  NGVD 29 (01/22/92) 1602.6    (m)         5258.     (f) VERT ANG       
 EQ1110
 EQ1110.Superseded values are not recommended for survey control.
 EQ1110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ1110.See file dsdata.txt to determine how the superseded data were derived.
 EQ1110
 EQ1110_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU1522058324(NAD 83)
 EQ1110_MARKER: DB = BENCH MARK DISK
 EQ1110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EQ1110_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EQ1110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EQ1110+STABILITY: SURFACE MOTION
 EQ1110
 EQ1110  HISTORY     - Date     Condition        Report By
 EQ1110  HISTORY     - 1946     MONUMENTED       USGS
 EQ1110
 EQ1110                          STATION DESCRIPTION
 EQ1110
 EQ1110'DESCRIBED BY US GEOLOGICAL SURVEY 1946
 EQ1110'STATION IS LOCATED IN THE SE. PART OF THE ANTONIO SEDILLO GRANT, 3 MI.
 EQ1110'SE. OF NORTH GARCIA, A STATION ON THE A.T. AND S.F. RR., AND 0.5 MI.
 EQ1110'W. OF THE RIO PUERCO ON A POINT OF MESA.
 EQ1110'
 EQ1110'THE STATION IS BEST REACHED FROM THE RIO PUERCO RR. STATION.  GO W.
 EQ1110'ON HIGHWAY 6 4.7 MI., TURN RIGHT ON A RANCH RD. AND GO 1.6 MI. TO A
 EQ1110'WINDMILL, THENCE N-NE. ON A DIM TRACK RD. 1.3 MI. TO STATION.
 EQ1110'
 EQ1110'STATION MARK--A 7 X 7 CONCRETE POST WITH A STANDARD BENCH MARK TABLET
 EQ1110'IN THE TOP, STAMPED---GARCIA 1946---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1738 ***********************************************************************
 CX1738  DESIGNATION -  GARDNER
 CX1738  PID         -  CX1738
 CX1738  STATE/COUNTY-  NM/DONA ANA
 CX1738  USGS QUAD   -  GARDNER PEAK (1981)
 CX1738
 CX1738                         *CURRENT SURVEY CONTROL
 CX1738  ___________________________________________________________________
 CX1738* NAD 83(1992)-  32 49 26.57785(N)    106 33 43.77445(W)     ADJUSTED  
 CX1738* NAVD 88     -      2293.0    (meters)    7523.     (feet)  VERTCON   
 CX1738  ___________________________________________________________________
 CX1738  LAPLACE CORR-          -3.89  (seconds)                    DEFLEC99
 CX1738  GEOID HEIGHT-         -22.88  (meters)                     GEOID03
 CX1738
 CX1738  HORZ ORDER  -  FIRST
 CX1738
 CX1738.The horizontal coordinates were established by classical geodetic methods
 CX1738.and adjusted by the National Geodetic Survey in December 1993..
 CX1738
 CX1738.The NAVD 88 height was computed by applying the VERTCON shift value to
 CX1738.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CX1738
 CX1738.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1738
 CX1738.The geoid height was determined by GEOID03.
 CX1738
 CX1738;                    North         East     Units Scale Factor Converg.
 CX1738;SPC NM C     -   202,283.221   470,772.782   MT  0.99991053   -0 10 09.2
 CX1738;SPC NM C     -   663,657.53  1,544,527.04   sFT  0.99991053   -0 10 09.2
 CX1738;SPC NM W     -   202,959.216   949,024.646   MT  1.00009129   +0 41 20.9
 CX1738;SPC NM W     -   665,875.36  3,113,591.69   sFT  1.00009129   +0 41 20.9
 CX1738;UTM  13      - 3,632,862.041   353,773.069   MT  0.99986366   -0 50 49.0
 CX1738
 CX1738!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1738!SPC NM C     -   0.99964370  x   0.99991053  =   0.99955426
 CX1738!SPC NM W     -   0.99964370  x   1.00009129  =   0.99973496
 CX1738!UTM  13      -   0.99964370  x   0.99986366  =   0.99950741
 CX1738
 CX1738:                Primary Azimuth Mark                     Grid Az
 CX1738:SPC NM C     -  SALINAS PEAK                             003 16 55.0
 CX1738:SPC NM W     -  SALINAS PEAK                             002 25 24.9
 CX1738:UTM  13      -  SALINAS PEAK                             003 57 34.8
 CX1738
 CX1738|---------------------------------------------------------------------|
 CX1738| PID    Reference Object                     Distance      Geod. Az  |
 CX1738|                                                           dddmmss.s |
 CX1738| DS1224 SALINAS PEAK                        APPROX.52.7 KM 0030645.8 |
 CX1738| CC7428 GARDNER AZ MK                                      0104710.1 |
 CX1738| CX0806 D 3                                 APPROX. 5.7 KM 1122812.6 |
 CX1738| CX0452 SANDS SW BASE                       APPROX.40.6 KM 1581522.9 |
 CX1738| CX1710 DONA ANA MOUNTAIN                   APPROX.46.2 KM 2072724.7 |
 CX1738| CX1741 AWY BCN 6 18 MI E OF RINCON         APPROX.27.2 KM 2213435.8 |
 CX1738| CC7429 GARDNER RM 1                         10.281 METERS 24554     |
 CX1738| DS1244 AIRWAY BCN 10 2.5 MI E ENGLE        APPROX.56.0 KM 3145919.5 |
 CX1738| CC7430 GARDNER RM 2                         10.393 METERS 34111     |
 CX1738|---------------------------------------------------------------------|
 CX1738
 CX1738                          SUPERSEDED SURVEY CONTROL
 CX1738
 CX1738  NAD 83(1986)-  32 49 26.58441(N)    106 33 43.77672(W) AD(       ) 1
 CX1738  NAD 27      -  32 49 26.28820(N)    106 33 41.76230(W) AD(       ) 1
 CX1738  NGVD 29 (07/19/86) 2292.4    (m)         7521.     (f) VERT ANG       
 CX1738
 CX1738.Superseded values are not recommended for survey control.
 CX1738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1738.See file dsdata.txt to determine how the superseded data were derived.
 CX1738
 CX1738_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS5377332862(NAD 83)
 CX1738_MARKER: DD = SURVEY DISK
 CX1738_SETTING: 66 = SET IN ROCK OUTCROP
 CX1738
 CX1738  HISTORY     - Date     Condition        Report By
 CX1738  HISTORY     - 1934     MONUMENTED       CGS
 CX1738  HISTORY     - 1943     GOOD             CGS
 CX1738  HISTORY     - 1952     GOOD             CGS
 CX1738
 CX1738                          STATION DESCRIPTION
 CX1738
 CX1738'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (LCJ)
 CX1738'STATION IS ABOUT 32 MILES NE OF RINCON, ON A HIGH AND RATHER
 CX1738'INACCESSIBLE PEAK OF THE SAN ANDREAS MOUNTAINS IN THE VICINITY
 CX1738'OF THE SW CORNER OF SEC. 17, T 17 S, R 4 E.  THIS PEAK IS
 CX1738'LOCALLY KNOWN AS GARDNER PEAK, LIES ABOUT 10 MILES N OF THE
 CX1738'HIGHER SUMMIT WHICH IS KNOWN ANDREAS PEAK, AND IS JUST S OF
 CX1738'DEADMAN CANYON WHICH OPENS OUT TOWARD THE E.
 CX1738'
 CX1738'THE STATION AND REFERENCE MARKS ARE BRONZE DISKS SET IN
 CX1738'ROCK.
 CX1738'
 CX1738'REFERENCE MARK 1 IS 10.610 METERS (34.81 FEET) (SLOPE DISTANCE)
 CX1738'FROM THE STATION, AND REFERENCE
 CX1738'MARK 2 IS 10.468 METERS (34.34 FEET) (SLOPE DISTANCE) FROM
 CX1738'THE STATION.
 CX1738
 CX1738                          STATION RECOVERY (1943)
 CX1738
 CX1738'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (EHB)
 CX1738'THE STATION AND REFERENCE MARKS WERE FOUND AS DESCRIBED IN
 CX1738'GOOD CONDITION.  AN AZIMUTH MARK WAS SET FOR THIS STATION.
 CX1738'IT IS ABOUT 32 MILES NE OF RINCON, ON A HIGH AND ALMOST
 CX1738'INACCESSIBLE PEAK OF THE SAN ANDRES MOUNTAINS.  THE PEAK IS
 CX1738'KNOWN LOCALLY AS GARDNER PEAK.  IT LIES ABOUT 10 MILES N OF
 CX1738'A HIGHER SUMMIT, ANDRES PEAK, AND IS JUST S OF DEADMAN CANYON
 CX1738'WHICH OPENS OUT TO THE E.
 CX1738'
 CX1738'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 54 AND 70, ABOUT
 CX1738'2 MILES S OF ALAMOGORDO, GO W ON U.S. HIGHWAY 70 FOR 14 MILES
 CX1738'TO ENTRANCE TO WHITE SANDS ON THE RIGHT.  CONTINUE ON HIGHWAY
 CX1738'2.6 MILES TO SERVICE STATION AND MOTEL ON THE RIGHT.  TURN
 CX1738'RIGHT THROUGH GATE, JUST W OF SERVICE STATION, TO OLD HIGHWAY.
 CX1738'TURN LEFT ON OLD HIGHWAY FOR 13.7 MILES TO ROAD RIGHT AND
 CX1738'SIGN DEADMAN CANYON PAINTED ON ROCK SLAB.  TAKE TRACK ROAD
 CX1738'RIGHT 7.3 MILES TO WINDMILL AND CORRALS.  CONTINUE ON MAIN
 CX1738'ROAD N FOR 9.8 MILES TO RANCH HOUSE.  FROM HERE THE STATION
 CX1738'HAS A MAGNETIC BEARING OF 271 DEG.  PASS TO THE E OF CORRALS
 CX1738'AND CONTINUE ON TRACK ROAD 2.2 MILES TO FORKS AND SIGN
 CX1738'FRANK ANDREGG GOAT RANCH.  TAKE LEFT FORK 1.9 MILES TO DIM
 CX1738'FORKS.  TAKE LEFT FORK WHICH ENTERS DEADMAN CANYON N OF THE
 CX1738'STATION, AND GO 3.8 MILES TO FORKS AND SMALL RANCH HOUSE ON
 CX1738'THE LEFT.  TAKE LEFT FORK AND PASS TO THE LEFT OF THE SMALL
 CX1738'RANCH HOUSE TO CORRALS.  FROM THIS POINT PACK E ABOUT 100
 CX1738'YARDS TO CANYON BED.  THENCE RIGHT UP BED OF CANYON FOR
 CX1738'ABOUT 1/4 MILE TO WHERE A SMALL CANYON COMES IN FROM THE
 CX1738'LEFT.  TURN LEFT UP SMALL STEEP CANYON TO A FENCE JUST
 CX1738'BEFORE REACHING ROCK GAP.  AFTER CROSSING FENCE BEAR RIGHT
 CX1738'THROUGH ROCK GAP, OVER HOGS-BACK INTO THE NEXT CANYON TO THE W.
 CX1738'TURN LEFT UP THIS CANYON TO TOP OF RIDGE.  FROM THIS
 CX1738'POINT THE STATION IS ON PROMINENT PEAK ABOUT 1-1/2 MILES
 CX1738'SE.  FOLLOW RIDGE AROUND THE RIMROCK TO STATION.
 CX1738'
 CX1738'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK WEDGED IN A DRILL
 CX1738'HOLE IN OUTCROPPING BEDROCK FLUSH WITH GROUND AND ABOUT 3
 CX1738'FEET LOWER THAN THE STATION.  IT IS STAMPED GARDNER NO 1 1934.
 CX1738'
 CX1738'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK WEDGED IN A DRILL
 CX1738'HOLE IN OUTCROPPING BEDROCK PROJECTING ABOUT 6 INCHES ABOVE
 CX1738'GROUND AND IS ABOUT 2 FEET LOWER THAN THE STATION.  IT IS
 CX1738'STAMPED GARDNER NO 2 1934.
 CX1738'
 CX1738'THE AZIMUTH MARK IS ABOUT 2 MILES N OF THE STATION, 1.1 MILES
 CX1738'E OF THE SMALL RANCH HOUSE, 66 FEET N OF THE ROAD AND ABOUT
 CX1738'3 FEET FROM A ROCK CAIRN.  IT IS A BRONZE AZIMUTH DISK WEDGED
 CX1738'IN A DRILL HOLE IN A ROCK LEDGE IN SW BASE OF A HILL.  IT IS
 CX1738'STAMPED GARDNER 1934 1943.
 CX1738'
 CX1738'THE STATION MARK IS A BRONZE STATION DISK WEDGED IN A DRILL
 CX1738'HOLE IN OUTCROPPING BEDROCK FLUSH WITH THE GROUND.  IT IS
 CX1738'STAMPED GARDNER 1934.
 CX1738'
 CX1738'A 4-FOOT WOOD STAND WAS USED FOR OBSERVATIONS.
 CX1738
 CX1738                          STATION RECOVERY (1952)
 CX1738
 CX1738'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (RLE)
 CX1738'THE STATION, REFERENCE MARK NUMBER 1 AND REFERENCE MARK
 CX1738'NUMBER 2 WERE RECOVERED AND ARE IN GOOD CONDITION.  A DIFFERENCE
 CX1738'WAS FOUND IN THE MEASUREMENT TO THE REFERENCE MARKS.
 CX1738'
 CX1738'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 CX1738'
 CX1738'THE STATION IS LOCATED NEAR THE HIGHEST POINT OF WHAT IS
 CX1738'LOCALLY KNOWN AS GARDNER PEAK.  IT IS ABOUT 10 MILES NORTH
 CX1738'OF A HIGHER SUMMIT WHICH IS KNOWN AS ANDREAS PEAK, ABOUT 100
 CX1738'YARDS NORTH OF THE HIGHEST POINT OF THE PEAK AND JUST SOUTH
 CX1738'OF DEADMAN CANYON.  IT IS STAMPED GARDNER 1934.
 CX1738'
 CX1738'REFERENCE MARK NO. 1 IS ON THE WEST SLOPE OF THE PEAK AND
 CX1738'IS ABOUT 6 FEET LOWER THAN THE STATION.  IT IS STAMPED GARDNER
 CX1738'NO 1 1934.
 CX1738'
 CX1738'REFERENCE MARK NO. 2 IS ABOUT 4 FEET LOWER THAN THE STATION.
 CX1738'IT IS STAMPED GARDNER NO 2 1934.
 CX1738'
 CX1738'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE
 CX1738'MARK NO. 2 IS 50.0 FEET.
 CX1738'
 CX1738'TO REACH THE STATION FROM THE JUNCTION OF THE WHITE SANDS
 CX1738'PROVING GROUNDS ROAD AND U.S. HIGHWAY 70, GO EAST ON U.S.
 CX1738'HIGHWAY 70 FOR 6.0 MILES TO A SIDE ROAD LEFT AND A SIGN
 CX1738'QUESENBERRY HEADQUARTERS.  TURN LEFT AND GO NORTH ON A GRAVELED
 CX1738'ROAD FOR 1.25 MILES TO A DIAGONAL CROSSROAD, TAKE THE RIGHT
 CX1738'FORK AND GO EASTERLY ON A GRAVELED ROAD FOR 7.0 MILES TO A
 CX1738'TELEPHONE LINE.  BEAR LEFT AND FOLLOW THE TELEPHONE LINE
 CX1738'NORTH AND NORTHWEST FOR 16.25 MILES TO A T ROAD LEFT.  (TURN
 CX1738'LEFT AND GO SOUTHERLY FOR 0.25 MILE TO A FORK AND A RANCH
 CX1738'YARD ON THE RIGHT, TAKE THE LEFT FORK AND GO SOUTHERLY FOR
 CX1738'0.4 MILE TO THE TOP OF THE KNOLL AND THE STATION (AZIMUTH
 CX1738'MARK) AS DESCRIBED.) CONTINUE NORTHWESTERLY ALONG THE
 CX1738'TELEPHONE LINE FOR 2.2 MILES TO A T ROAD LEFT, (A 4-WHEEL DRIVE
 CX1738'TRUCK IS NEEDED FROM THIS POINT) TURN LEFT AND GO WESTERLY
 CX1738'ON A TRACK ROAD FOR 1.7 MILES TO A FORK.  TAKE THE
 CX1738'LEFT FORK AND CONTINUE WESTERLY FOR 1.2 MILES TO A DRY
 CX1738'CREEK BED, BEAR LEFT AND FOLLOW THE CREEK BED
 CX1738'SOUTHWEST AND WEST FOR 1.6 MILES TO A DRAW ON THE LEFT.
 CX1738'TURN LEFT UP THE DRAW, THEN BEAR RIGHT AND FOLLOW A
 CX1738'TRACK ROAD SOUTH AND SOUTHWEST FOR 1.0 MILE TO THE END OF
 CX1738'TRUCK TRAVEL.  PACK WEST UP STEEP ROCKY HILL TO THE TOP OF
 CX1738'THE RIDGE, BEAR LEFT AND FOLLOW THE EDGE OF THE RIDGE
 CX1738'SOUTH AND SOUTHWEST FOR ABOUT 1 MILE.  THEN BEAR LEFT AND
 CX1738'GO EASTERLY TO THE TOP OF THE PEAK AND THE STATION AS
 CX1738'DESCRIBED.  IT IS ABOUT A 3 HOUR PACK WITH OBSERVING
 CX1738'PARTY EQUIPMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0931 ***********************************************************************
 CY0931  DESIGNATION -  GAS
 CY0931  PID         -  CY0931
 CY0931  STATE/COUNTY-  NM/LUNA
 CY0931  USGS QUAD   -  WHITEWATER (1992)
 CY0931
 CY0931                         *CURRENT SURVEY CONTROL
 CY0931  ___________________________________________________________________
 CY0931* NAD 83(1992)-  32 30 32.35379(N)    108 08 09.79992(W)     ADJUSTED  
 CY0931* NAVD 88     -      1564.7    (meters)    5134.     (feet)  VERTCON   
 CY0931  ___________________________________________________________________
 CY0931  LAPLACE CORR-          -0.10  (seconds)                    DEFLEC99
 CY0931  GEOID HEIGHT-         -24.37  (meters)                     GEOID03
 CY0931
 CY0931  HORZ ORDER  -  THIRD
 CY0931  VERT ORDER  -  THIRD ? (See Below)
 CY0931
 CY0931.The horizontal coordinates were established by classical geodetic methods
 CY0931.and adjusted by the National Geodetic Survey in December 1993..
 CY0931
 CY0931.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0931.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0931.The vertical order pertains to the NGVD 29 superseded value.
 CY0931
 CY0931.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY0931
 CY0931.The geoid height was determined by GEOID03.
 CY0931
 CY0931;                    North         East     Units Scale Factor Converg.
 CY0931;SPC NM W     -   167,346.787   801,556.292   MT  0.99992664   -0 09 45.7
 CY0931;SPC NM W     -   549,036.92  2,629,772.60   sFT  0.99992664   -0 09 45.7
 CY0931;UTM  12      - 3,600,471.130   769,057.482   MT  1.00049278   +1 32 24.4
 CY0931
 CY0931!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY0931!SPC NM W     -   0.99975821  x   0.99992664  =   0.99968487
 CY0931!UTM  12      -   0.99975821  x   1.00049278  =   1.00025087
 CY0931
 CY0931:                Primary Azimuth Mark                     Grid Az
 CY0931:SPC NM W     -  HOGBACK                                  281 18 29.8
 CY0931:UTM  12      -  HOGBACK                                  279 36 19.7
 CY0931
 CY0931|---------------------------------------------------------------------|
 CY0931| PID    Reference Object                     Distance      Geod. Az  |
 CY0931|                                                           dddmmss.s |
 CY0931| CY0933 HOGBACK                             APPROX. 6.6 KM 2810844.1 |
 CY0931|---------------------------------------------------------------------|
 CY0931
 CY0931                          SUPERSEDED SURVEY CONTROL
 CY0931
 CY0931  NAD 83(1986)-  32 30 32.35202(N)    108 08 09.79831(W) AD(       ) 3
 CY0931  NAD 27      -  32 30 32.05729(N)    108 08 07.65038(W) AD(       ) 3
 CY0931  NGVD 29 (07/19/86) 1563.9    (m)         5131.     (f) LEVELING    3  
 CY0931
 CY0931.Superseded values are not recommended for survey control.
 CY0931.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0931.See file dsdata.txt to determine how the superseded data were derived.
 CY0931
 CY0931_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYB6905700471(NAD 83)
 CY0931_MARKER: DD = SURVEY DISK
 CY0931_SETTING: 80 = SET IN A BOULDER
 CY0931_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0931+STABILITY: SURFACE MOTION
 CY0931
 CY0931  HISTORY     - Date     Condition        Report By
 CY0931  HISTORY     - 1945     MONUMENTED       USGS
 CY0931
 CY0931                          STATION DESCRIPTION
 CY0931
 CY0931'DESCRIBED BY US GEOLOGICAL SURVEY 1945
 CY0931'LOCATED ABOUT 5 MI. (AIRLINE) S. OF WHITEWATER, NEAR CENTER OF SEC. 1,
 CY0931'T 21 S, R 13 W, AND ABOUT 0.5 MI. S. OF GRANT-LUNA COUNTY LINE.
 CY0931'
 CY0931'TO REACH FROM CROSSROADS, ABOUT 3 MI. S. AND W. FROM WHITEWATER, GO S.
 CY0931'ON RD., FOLLOWING GAS PIPE LINE, FOR 0.35 MI. TO CATTLEGUARD.
 CY0931'CONTINUE ALONG SAME RD. FOR 1.7 MI. TO SANDY DRAW CROSSING RD.  FOLLOW
 CY0931'SAME RD. S. FOR 0.8 MI. TO TOP OF SMALL FLAT TOPPED RIDGE AND STATION.
 CY0931'STATION IS ABOUT 1500 FT. N. OF MILEPOST 24 ALONG GAS LINE AND ABOUT
 CY0931'0.4 MI. S. OF SQUARE METAL BOX USED TO CLEAN GAS LINE, LOCATED ON W.
 CY0931'SIDE OF RD.  STATION IS 60 FT. W. OF GAS LINE AND 75 FT. W. OF
 CY0931'CENTERLINE OF N-S. RD.  GROUND IS SLIGHTLY HIGHER TO W., BUT HAS GOOD
 CY0931'VIEW IN ALL DIRECTIONS TO HIGHER TOPS.
 CY0931'
 CY0931'STATION MARK--STANDARD TABLET, STAMPED ---GAS 1945---, AND SET IN
 CY0931'BOULDER, ABOUT 1 IN. ABOVE GROUND.
 CY0931'
 CY0931'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM1005 ***********************************************************************
 FM1005  DESIGNATION -  GASER
 FM1005  PID         -  FM1005
 FM1005  STATE/COUNTY-  NM/QUAY
 FM1005  USGS QUAD   -  TUCUMCARI (1967)
 FM1005
 FM1005                         *CURRENT SURVEY CONTROL
 FM1005  ___________________________________________________________________
 FM1005* NAD 83(1992)-  35 12 11.61235(N)    103 39 32.78241(W)     ADJUSTED  
 FM1005* NAVD 88     -      1258.2    (meters)    4128.     (feet)  VERTCON   
 FM1005  ___________________________________________________________________
 FM1005  LAPLACE CORR-          -1.57  (seconds)                    DEFLEC99
 FM1005  GEOID HEIGHT-         -23.27  (meters)                     GEOID03
 FM1005
 FM1005  HORZ ORDER  -  THIRD
 FM1005
 FM1005.The horizontal coordinates were established by classical geodetic methods
 FM1005.and adjusted by the National Geodetic Survey in December 1993..
 FM1005
 FM1005.The NAVD 88 height was computed by applying the VERTCON shift value to
 FM1005.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FM1005
 FM1005.The Laplace correction was computed from DEFLEC99 derived deflections.
 FM1005
 FM1005.The geoid height was determined by GEOID03.
 FM1005
 FM1005;                    North         East     Units Scale Factor Converg.
 FM1005;SPC NM E     -   466,330.784   226,391.294   MT  0.99995552   +0 23 19.3
 FM1005;SPC NM E     - 1,529,953.58    742,752.10   sFT  0.99995552   +0 23 19.3
 FM1005;UTM  13      - 3,896,403.854   622,059.251   MT  0.99978361   +0 46 23.1
 FM1005
 FM1005!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FM1005!SPC NM E     -   0.99980620  x   0.99995552  =   0.99976173
 FM1005!UTM  13      -   0.99980620  x   0.99978361  =   0.99958985
 FM1005
 FM1005|---------------------------------------------------------------------|
 FM1005| PID    Reference Object                     Distance      Geod. Az  |
 FM1005|                                                           dddmmss.s |
 FM1005| CJ6449 GASER RM 1                            8.280 METERS 05704     |
 FM1005| FM1006 TUCUMCARI MOUNTAIN TALL MAST        APPROX. 8.4 KM 2063217.2 |
 FM1005| FM1010 TUCUMCARI ST POLICE RAD MAST        APPROX. 8.6 KM 2365115.0 |
 FM1005| FM1002 TUCUMCARI MUNICIPAL TANK            APPROX. 8.6 KM 2365602.0 |
 FM1005| FM1030 ATT MICROWAVE RELAY TOWER           APPROX.27.2 KM 2503813.5 |
 FM1005| CJ6450 GASER RM 2                            8.977 METERS 25107     |
 FM1005| CJ6448 GASER AZ MK                                        2511749.8 |
 FM1005|---------------------------------------------------------------------|
 FM1005
 FM1005                          SUPERSEDED SURVEY CONTROL
 FM1005
 FM1005  NAD 83(1986)-  35 12 11.62297(N)    103 39 32.77818(W) AD(       ) 3
 FM1005  NAD 27      -  35 12 11.42210(N)    103 39 30.90750(W) AD(       ) 3
 FM1005  NGVD 29 (07/19/86) 1257.6    (m)         4126.     (f) VERT ANG       
 FM1005
 FM1005.Superseded values are not recommended for survey control.
 FM1005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM1005.See file dsdata.txt to determine how the superseded data were derived.
 FM1005
 FM1005_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFU2205996404(NAD 83)
 FM1005_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 FM1005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM1005
 FM1005  HISTORY     - Date     Condition        Report By
 FM1005  HISTORY     - 1960     MONUMENTED       CGS
 FM1005  HISTORY     - 1976     GOOD             NGS
 FM1005
 FM1005                          STATION DESCRIPTION
 FM1005
 FM1005'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (HWK)
 FM1005'THE STATION IS ALONG THE NORTH RIGHT-OF-WAY OF U.S. HIGHWAY
 FM1005'54, APPROXIMATELY 4 MILES NORTHEAST OF THE CENTER OF TUCUMCARI
 FM1005'AND 60 YARDS SOUTHWEST OF THE SOUTH DRIVE WHICH LEADS INTO
 FM1005'THE TEXACO STORAGE AND SALES TERMINAL.
 FM1005'
 FM1005'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 54,
 FM1005'STATE HIGHWAY 18 AND STATE HIGHWAY 108 IN TUCUMCARI (INTERSECTION
 FM1005'OF FIRST STREET AND E. MAIN STREET), GO EAST AND NORTHEAST ON
 FM1005'HIGHWAY 54 AND 18 FOR 1.7 MILES TO A RAILROAD UNDERPASS.
 FM1005'CONTINUE NORTHEAST ON HIGHWAYS 54 AND 18 FOR 2.1 MILES TO THE
 FM1005'AZIMUTH MARK ON THE LEFT.  CONTINUE NORTHEAST ON THE HIGHWAY
 FM1005'FOR 0.45 MILE TO THE STATION ON THE LEFT JUST BEFORE REACHING
 FM1005'THE LARGE STORAGE TANKS.
 FM1005'
 FM1005'STATION MARKS ARE STANDARD DISKS STAMPED GASER 1960.  THE SURFACE
 FM1005'DISK IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.
 FM1005'IT IS 123 FEET NORTH OF THE CENTER LINE OF HIGHWAY 54, 49.5
 FM1005'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE FENCE AROUND
 FM1005'THE STORAGE TANKS, 13.5 FEET SOUTHWEST OF A POWER POLE, 5.2
 FM1005'FEET SOUTHWEST OF A METAL WITNESS POST AND 4 FEET SOUTH OF A
 FM1005'FENCE.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF
 FM1005'CONCRETE 34 INCHES BELOW THE SURFACE OF THE GROUND.
 FM1005'
 FM1005'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED GASER NO 1 1960,
 FM1005'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.
 FM1005'IT IS 126 FEET NORTH OF THE CENTER LINE OF HIGHWAY 54, 22.5
 FM1005'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE FENCE AROUND THE
 FM1005'STORAGE TANKS, 13.5 FEET EAST OF THE POWER POLE AND 1 FOOT
 FM1005'SOUTH OF THE FENCE.
 FM1005'
 FM1005'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED GASER NO 2 1960,
 FM1005'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.
 FM1005'IT IS 126 FEET NORTH OF THE CENTER LINE OF HIGHWAY 54, 43
 FM1005'FEET SOUTHWEST OF THE POWER POLE AND 1 FOOT SOUTH OF THE FENCE.
 FM1005'
 FM1005'AZIMUTH MARK, A STANDARD DISK STAMPED GASER 1960, IS SET IN A
 FM1005'SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS ALONG THE
 FM1005'NORTH RIGHT-OF-WAY OF HIGHWAY 54, 125 FEET NORTHWEST OF THE
 FM1005'CENTER LINE OF HIGHWAY 54, 85 FEET SOUTHWEST OF A POWER POLE,
 FM1005'4.3 FEET NORTHEAST OF A METAL WITNESS POST AND 1 FOOT SOUTHEAST
 FM1005'OF A FENCE.
 FM1005'
 FM1005'NOTE--REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
 FM1005
 FM1005                          STATION RECOVERY (1976)
 FM1005
 FM1005'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CWW)
 FM1005'STATION, AZIMUTH MARK AND REFERENCE MARK 2 RECOVERED AS DESCRIBED.
 FM1005'REFERENCE MARK 1 DESTROYED BY FENCE CONSTRUCTION.
 FM1005'
 FM1005'STATION IS ABOUT 40 FEET SOUTHWEST OF THE CORNER OF A CHAIN LINK
 FM1005'FENCE NOW IN PLACE AROUND THE TEXACO STORAGE TANKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0459 ***********************************************************************
 FN0459  DESIGNATION -  GATE
 FN0459  PID         -  FN0459
 FN0459  STATE/COUNTY-  NM/QUAY
 FN0459  USGS QUAD   -  MONTOYA (1964)
 FN0459
 FN0459                         *CURRENT SURVEY CONTROL
 FN0459  ___________________________________________________________________
 FN0459* NAD 83(1992)-  35 06 35.46416(N)    104 00 06.86750(W)     ADJUSTED  
 FN0459* NAVD 88     -      1312.0    (meters)    4304.     (feet)  VERTCON   
 FN0459  ___________________________________________________________________
 FN0459  LAPLACE CORR-          -2.33  (seconds)                    DEFLEC99
 FN0459  GEOID HEIGHT-         -22.99  (meters)                     GEOID03
 FN0459
 FN0459  HORZ ORDER  -  SECOND
 FN0459
 FN0459.The horizontal coordinates were established by classical geodetic methods
 FN0459.and adjusted by the National Geodetic Survey in December 1993..
 FN0459
 FN0459.The NAVD 88 height was computed by applying the VERTCON shift value to
 FN0459.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FN0459
 FN0459.The Laplace correction was computed from DEFLEC99 derived deflections.
 FN0459
 FN0459.The geoid height was determined by GEOID03.
 FN0459
 FN0459;                    North         East     Units Scale Factor Converg.
 FN0459;SPC NM E     -   455,814.459   195,212.066   MT  0.99992034   +0 11 26.2
 FN0459;SPC NM E     - 1,495,451.27    640,458.25   sFT  0.99992034   +0 11 26.2
 FN0459;UTM  13      - 3,885,680.930   590,957.262   MT  0.99970196   +0 34 26.7
 FN0459
 FN0459!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FN0459!SPC NM E     -   0.99979770  x   0.99992034  =   0.99971806
 FN0459!UTM  13      -   0.99979770  x   0.99970196  =   0.99949973
 FN0459
 FN0459|---------------------------------------------------------------------|
 FN0459| PID    Reference Object                     Distance      Geod. Az  |
 FN0459|                                                           dddmmss.s |
 FN0459| CJ6458 GATE RM 1                            11.305 METERS 00422     |
 FN0459| FM1030 ATT MICROWAVE RELAY TOWER           APPROX. 5.7 KM 0764922.7 |
 FN0459| CJ6459 GATE RM 2                            13.423 METERS 27339     |
 FN0459| CJ6457 GATE AZ MK                                         2772328.2 |
 FN0459|---------------------------------------------------------------------|
 FN0459
 FN0459                          SUPERSEDED SURVEY CONTROL
 FN0459
 FN0459  NAD 83(1986)-  35 06 35.47327(N)    104 00 06.86230(W) AD(       ) 2
 FN0459  NAD 27      -  35 06 35.26180(N)    104 00 04.95990(W) AD(       ) 2
 FN0459  NGVD 29 (07/19/86) 1311.4    (m)         4302.     (f) VERT ANG       
 FN0459
 FN0459.Superseded values are not recommended for survey control.
 FN0459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0459.See file dsdata.txt to determine how the superseded data were derived.
 FN0459
 FN0459_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEU9095785681(NAD 83)
 FN0459_MARKER: DS = TRIANGULATION STATION DISK
 FN0459_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FN0459
 FN0459  HISTORY     - Date     Condition        Report By
 FN0459  HISTORY     - 1960     MONUMENTED       CGS
 FN0459  HISTORY     - 1972     GOOD             NGS
 FN0459
 FN0459                          STATION DESCRIPTION
 FN0459
 FN0459'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (HWK)
 FN0459'THE STATION IS APPROXIMATELY 17 MILES WEST OF TUCUMCARI, 3-1/2
 FN0459'MILES EAST OF MONTOYA, 0.15 MILE SOUTH OF U.S. HIGHWAY 66
 FN0459'AND ON THE EAST RIGHT-OF-WAY OF A DIRT ROAD.
 FN0459'
 FN0459'TO REACH THE STATION FROM THE POST OFFICE IN MONTOYA, GO EAST
 FN0459'ON HIGHWAY 66 FOR 3.4 MILES TO THE AZIMUTH MARK ON THE LEFT.
 FN0459'CONTINUE EAST ON HIGHWAY 66 FOR 0.5 MILE TO A DIRT ROAD ON
 FN0459'THE RIGHT.  TURN RIGHT, SOUTH, ON THE DIRT ROAD FOR 0.15
 FN0459'MILE TO A LOCKED METAL GATE AND THE STATION ON THE LEFT.
 FN0459'
 FN0459'STATION MARKS ARE STANDARD DISKS STAMPED GATE 1960.  THE
 FN0459'SURFACE DISK IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS
 FN0459'4 INCHES.  IT IS 22 FEET EAST OF THE CENTER OF THE METAL
 FN0459'GATE, 20 FEET EAST OF THE CENTER OF THE DIRT ROAD, 6.5 FEET
 FN0459'NORTHWEST OF A T-FENCE CORNER POST AND 7.5 FEET SOUTHWEST
 FN0459'OF A METAL WITNESS POST.  THE UNDERGROUND DISK IS SET IN
 FN0459'AN IRREGULAR MASS OF CONCRETE 32 INCHES BELOW THE SURFACE
 FN0459'OF THE GROUND.
 FN0459'
 FN0459'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED GATE NO 1 1960,
 FN0459'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 5 INCHES.
 FN0459'IT IS 31 FEET NORTH OF THE METAL WITNESS POST, 23 FEET EAST
 FN0459'OF THE CENTER OF THE DIRT ROAD AND 1.5 FEET WEST OF A FENCE.
 FN0459'
 FN0459'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED GATE NO 2 1960,
 FN0459'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.
 FN0459'IT IS 24 FEET WEST OF THE CENTER OF THE DIRT ROAD, 9 FEET
 FN0459'NORTH OF A T-FENCE CORNER POST AND 1 FOOT EAST OF A FENCE.
 FN0459'
 FN0459'AZIMUTH MARK, A STANDARD DISK STAMPED GATE 1960, IS SET IN
 FN0459'A SQUARE CONCRETE POST WHICH PROJECTS 8 INCHES.  IT IS 63
 FN0459'FEET NORTH OF THE CENTER LINE OF HIGHWAY 66, 2.5 FEET EAST
 FN0459'OF A TELEPHONE POLE AND 2 FEET WEST OF A METAL WITNESS POST.
 FN0459'
 FN0459'NOTE--REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
 FN0459
 FN0459                          STATION RECOVERY (1972)
 FN0459
 FN0459'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (CWW)
 FN0459'THE STATION AND ALL MARKS WERE FOUND IN GOOD CONDITION.  A
 FN0459'NEW DESCRIPTION TO REACH THE STATION FOLLOWS--
 FN0459'
 FN0459'TO REACH THE STATION FROM RICHARDSONS STORE IN MONTOYA, GO EAST
 FN0459'ON THE NORTH FRONTAGE ROAD 3.7 MILES TO AN UNDERPASS ON THE
 FN0459'RIGHT.  TURN RIGHT, SOUTH, AND GO 0.2 MILES TO A LOCKED METAL
 FN0459'GATE AND THE STATION ON THE LEFT.
 FN0459'
 FN0459'HEIGHT OF LIGHT ABOVE STATION MARK 5.0 FEET.
 FN0459'
 FN0459'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--17 MILES WEST
 FN0459'OF TUCUMCARI
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0928 ***********************************************************************
 CW0928  DESIGNATION -  GATLIN
 CW0928  PID         -  CW0928
 CW0928  STATE/COUNTY-  NM/OTERO
 CW0928  USGS QUAD   -  DEADMAN CANYON (1981)
 CW0928
 CW0928                         *CURRENT SURVEY CONTROL
 CW0928  ___________________________________________________________________
 CW0928* NAD 83(1992)-  32 41 38.03469(N)    105 54 39.85642(W)     ADJUSTED  
 CW0928* NAVD 88     -      1254.     (meters)    4114.     (feet)  SCALED    
 CW0928  ___________________________________________________________________
 CW0928  LAPLACE CORR-          12.70  (seconds)                    DEFLEC99
 CW0928  GEOID HEIGHT-         -22.12  (meters)                     GEOID03
 CW0928
 CW0928  HORZ ORDER  -  SECOND
 CW0928
 CW0928.The horizontal coordinates were established by classical geodetic methods
 CW0928.and adjusted by the National Geodetic Survey in December 1993..
 CW0928
 CW0928.The orthometric height was scaled from a topographic map.
 CW0928
 CW0928.The Laplace correction was computed from DEFLEC99 derived deflections.
 CW0928
 CW0928.The geoid height was determined by GEOID03.
 CW0928
 CW0928;                    North         East     Units Scale Factor Converg.
 CW0928;SPC NM C     -   187,858.523   531,779.803   MT  0.99991245   +0 10 59.1
 CW0928;SPC NM C     -   616,332.50  1,744,680.90   sFT  0.99991245   +0 10 59.1
 CW0928;UTM  13      - 3,617,720.119   414,597.342   MT  0.99968993   -0 29 31.7
 CW0928
 CW0928!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CW0928!SPC NM C     -   0.99980668  x   0.99991245  =   0.99971914
 CW0928!UTM  13      -   0.99980668  x   0.99968993  =   0.99949667
 CW0928
 CW0928|---------------------------------------------------------------------|
 CW0928| PID    Reference Object                     Distance      Geod. Az  |
 CW0928|                                                           dddmmss.s |
 CW0928| CH9422 GATLIN RM 1                          22.580 METERS 16357     |
 CW0928| CH9423 GATLIN RM 2                          18.807 METERS 26913     |
 CW0928| CH9421 GATLIN AZ MK                                       2754144.6 |
 CW0928|---------------------------------------------------------------------|
 CW0928
 CW0928                          SUPERSEDED SURVEY CONTROL
 CW0928
 CW0928  NAD 83(1986)-  32 41 38.04390(N)    105 54 39.85676(W) AD(       ) 2
 CW0928  NAD 27      -  32 41 37.71680(N)    105 54 37.92800(W) AD(       ) 2
 CW0928
 CW0928.Superseded values are not recommended for survey control.
 CW0928.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0928.See file dsdata.txt to determine how the superseded data were derived.
 CW0928
 CW0928_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDS1459717720(NAD 83)
 CW0928_MARKER: DS = TRIANGULATION STATION DISK
 CW0928_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CW0928
 CW0928  HISTORY     - Date     Condition        Report By
 CW0928  HISTORY     - 1943     MONUMENTED       CGS
 CW0928
 CW0928                          STATION DESCRIPTION
 CW0928
 CW0928'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (EHB)
 CW0928'STATION IS LOCATED 14.0 MILES AIRLINE SSE OF ALAMOGORDO, 6.0
 CW0928'MILES SE OF THE VALMONT RAILROAD STATION, AT THE SE CORNER OF
 CW0928'SECTION 33, T 18 S, R 10 E, ON THE RICHARD GATLIN RANCH.
 CW0928'
 CW0928'UNDERGROUND MARK IS A BRONZE DISK SET IN TOP OF CONCRETE POST.
 CW0928'
 CW0928'STATION IS 0.3 MILE E OF THE RICHARD GATLIN RANCH HOUSE AT A
 CW0928'FENCE CORNER, 14.0 FEET W OF A WIRE GATE, AND 1.0 FOOT SOUTH OF
 CW0928'A FENCE.  A BRONZE TRIANGULATION-STATION DISK SET IN A
 CW0928'SQUARE-TOPPED CONCRETE POST FLUSH WITH THE GROUND, STAMPED
 CW0928'GATLIN 1943.
 CW0928'
 CW0928'REFERENCE MARK 1 IS SSE OF THE STATION.  A BRONZE REFERENCE
 CW0928'DISK SET IN A SQUARE-TOPPED CONCRETE POST PROJECTING ABOUT
 CW0928'2 INCHES ABOVE THE GROUND.  STAMPED GATLIN NO 1 1943.
 CW0928'
 CW0928'REFERENCE MARK 2 IS W OF THE STATION.  A BRONZE REFERENCE DISK
 CW0928'SET IN A SQUARE-TOPPED CONCRETE POST PROJECTING ABOUT 3 INCHES
 CW0928'ABOVE THE GROUND.  STAMPED GATLIN NO 2 1943.
 CW0928'
 CW0928'AZIMUTH MARK IS 0.3 MILE W OF THE STATION, 45 FEET E OF THE
 CW0928'S EDGE OF THE GATLIN RANCH HOUSE, AND 1 FOOT E OF THE YARD
 CW0928'FENCE.  A BRONZE AZIMUTH DISK SET IN A SQUARE-TOPPED CONCRETE
 CW0928'POST PROJECTING ABOUT 3 INCHES ABOVE THE GROUND.  STAMPED
 CW0928'GATLIN 1943.
 CW0928'
 CW0928'TO REACH FROM THE FIRST INTERSECTION E OF THE RAILROAD DEPOT
 CW0928'IN ALAMOGORDO, GO S ON U.S. HIGHWAY 54 FOR 10.9 MILES TO THE
 CW0928'VALMONT RAILROAD STATION ON LEFT.  CONTINUE S ON U.S. HIGHWAY
 CW0928'54 FOR 3.7 MILES TO A BLADED ROAD ON LEFT.  TURN LEFT THROUGH
 CW0928'CATTLE GUARD AND GO E ON BLADED ROAD FOR 1.0 MILE TO RANCH
 CW0928'HOUSE.  PASS TO LEFT OF HOUSE AND BEAR N TO A WIRE GATE AT
 CW0928'FENCE CORNER ABOUT 100 YARDS N OF THE HOUSE.  PASS THROUGH
 CW0928'THE GATE AND TURN SHARP RIGHT ON BLADED ROAD AND GO E AND SE
 CW0928'3.2 MILES TO A FENCE CORNER AND WIRE GATE.  PASS THROUGH GATE
 CW0928'AND CONTINUE E ON BLADED ROAD FOR 1.1 MILES TO A WIRE GATE.
 CW0928'PASS THROUGH GATE, TURN SHARP LEFT, AND GO ACROSS COUNTRY N
 CW0928'ALONG E SIDE OF FENCE FOR 1.0 MILE TO FENCE CORNER AND
 CW0928'STATION.
 CW0928'
 CW0928'HEIGHT OF LIGHT ABOVE STATION MARK-15 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1881 ***********************************************************************
 CX1881  DESIGNATION -  GATTA
 CX1881  PID         -  CX1881
 CX1881  STATE/COUNTY-  NM/LUNA
 CX1881  USGS QUAD   -  GYM PEAK (1976)
 CX1881
 CX1881                         *CURRENT SURVEY CONTROL
 CX1881  ___________________________________________________________________
 CX1881* NAD 83(1992)-  32 01 48.40921(N)    107 35 31.81954(W)     ADJUSTED  
 CX1881* NAVD 88     -      1383.1    (meters)    4538.     (feet)  VERTCON   
 CX1881  ___________________________________________________________________
 CX1881  LAPLACE CORR-          -1.03  (seconds)                    DEFLEC99
 CX1881  GEOID HEIGHT-         -24.60  (meters)                     GEOID03
 CX1881
 CX1881  HORZ ORDER  -  FIRST
 CX1881
 CX1881.The horizontal coordinates were established by classical geodetic methods
 CX1881.and adjusted by the National Geodetic Survey in December 1993..
 CX1881
 CX1881.The NAVD 88 height was computed by applying the VERTCON shift value to
 CX1881.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CX1881
 CX1881.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1881
 CX1881.The geoid height was determined by GEOID03.
 CX1881
 CX1881;                    North         East     Units Scale Factor Converg.
 CX1881;SPC NM W     -   114,233.234   852,778.763   MT  0.99992306   +0 07 40.5
 CX1881;SPC NM W     -   374,780.20  2,797,824.99   sFT  0.99992306   +0 07 40.5
 CX1881;UTM  13      - 3,546,711.779   255,198.743   MT  1.00033912   -1 22 31.7
 CX1881
 CX1881!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1881!SPC NM W     -   0.99978673  x   0.99992306  =   0.99970981
 CX1881!UTM  13      -   0.99978673  x   1.00033912  =   1.00012578
 CX1881
 CX1881:                Primary Azimuth Mark                     Grid Az
 CX1881:SPC NM W     -  COLUMBUS WATER TANK                      191 40 18.7
 CX1881:UTM  13      -  COLUMBUS WATER TANK                      193 10 30.9
 CX1881
 CX1881|---------------------------------------------------------------------|
 CX1881| PID    Reference Object                     Distance      Geod. Az  |
 CX1881|                                                           dddmmss.s |
 CX1881| CE0721 COLUMBUS WATER TANK                 APPROX.22.8 KM 1914759.2 |
 CX1881| CC7432 GATTA RM 1                            9.274 METERS 19240     |
 CX1881| CC7433 GATTA RM 2                           20.077 METERS 29828     |
 CX1881| CC7431 GATTA AZ MK                                        3270803.8 |
 CX1881|---------------------------------------------------------------------|
 CX1881
 CX1881                          SUPERSEDED SURVEY CONTROL
 CX1881
 CX1881  NAD 83(1986)-  32 01 48.41031(N)    107 35 31.81687(W) AD(       ) 1
 CX1881  NAD 27      -  32 01 48.06910(N)    107 35 29.73175(W) AD(       ) 1
 CX1881  NGVD 29 (07/19/86) 1382.5    (m)         4536.     (f) VERT ANG       
 CX1881
 CX1881.Superseded values are not recommended for survey control.
 CX1881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1881.See file dsdata.txt to determine how the superseded data were derived.
 CX1881
 CX1881_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBR5519946712(NAD 83)
 CX1881_MARKER: DD = SURVEY DISK
 CX1881_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX1881
 CX1881  HISTORY     - Date     Condition        Report By
 CX1881  HISTORY     - 1945     MONUMENTED       CGS
 CX1881
 CX1881                          STATION DESCRIPTION
 CX1881
 CX1881'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (RAM)
 CX1881'STATION IS LOCATED ON A RIDGE WHICH EXTENDS SE FROM THE FLORIDA
 CX1881'MOUNTAINS, AND BY APPROXIMATE AIRLINE DISTANCES IS 19 MILES
 CX1881'SSE OF DEMING, 15 MILES NNE OF COLUMBUS, AND 3 MILES ESE OF
 CX1881'THE S PEAK OF THE FLORIDA MOUNTAINS.
 CX1881'
 CX1881'UNDERGROUND MARK IS A BRONZE STATION DISK SET IN CONCRETE.
 CX1881'
 CX1881'TO REACH THE STATION FROM U.S. HIGHWAY 70 AND 80 IN DEMING,
 CX1881'GO S ON THE COLUMBUS ROAD, STATE HIGHWAY 11, FOR 20.9 MILES
 CX1881'TO AN OLD ROAD FORKING BACK TO THE LEFT, ABOUT 1/8 MILE BEFORE
 CX1881'REACHING THE RUINS OF AN OLD SCHOOL BUILDING.  TURN LEFT FOR
 CX1881'0.3 MILE TO A WINDMILL AND CORRAL ON THE LEFT.  CONTINUE
 CX1881'ALONG ROAD FOR 0.9 MILE, KEEP LEFT FORK FOR 0.1 MILE TO A ROAD
 CX1881'RIGHT, THENCE KEEP STRAIGHT AHEAD FOR 2.6 MILES TO A WIRE
 CX1881'GATE.  PASS THROUGH GATE FOR 0.3 MILE, KEEP LEFT FORK FOR
 CX1881'1.7 MILES TO ANOTHER WIRE GATE.  PASS THROUGH AND CONTINUE
 CX1881'FOR 0.75 MILE TO A DIM FORK TO THE RIGHT.  TURN RIGHT AND
 CX1881'FOLLOW THE TRACK ROAD FOR 0.2 MILE, KEEP LEFT FORK FOR 0.35
 CX1881'MILE (AZIMUTH IS 0.15 MILE N OF THE ROAD AT THIS POINT),
 CX1881'THENCE CONTINUE FOR 0.2 MILE TO THE STATION ON THE LEFT.
 CX1881'
 CX1881'REFERENCE MARK 1, WHICH IS A BRONZE REFERENCE DISK, STAMPED
 CX1881'GATTA NO 1 1945, IS SET IN A DRILL HOLE IN OUTCROPPING BEDROCK
 CX1881'WHICH PROJECTS ABOUT 2 INCHES ABOVE THE GROUND, AND IS LOCATED
 CX1881'SSW OF THE STATION AND ABOUT 1 FOOT LOWER.
 CX1881'
 CX1881'REFERENCE MARK 2, WHICH IS A BRONZE REFERENCE DISK, STAMPED GATTA
 CX1881'NO 2 1945, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS ABOUT
 CX1881'6 INCHES ABOVE THE GROUND, AND IS LOCATED WNW OF THE STATION
 CX1881'AND ABOUT 2 FEET HIGHER.
 CX1881'
 CX1881'AZIMUTH MARK, WHICH IS A BRONZE AZIMUTH DISK, STAMPED GATTA
 CX1881'1945, IS SET IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH
 CX1881'PROJECTS ABOUT 1 FOOT ABOVE THE GROUND, AND IS LOCATED NNW
 CX1881'OF THE STATION NEAR THE BOTTOM OF THE S SLOPE OF A HILL, AND
 CX1881'ABOUT 0.15 MILE N OF THE DIRT ROAD LEADING TO THE STATION.
 CX1881'IT IS 3-1/2 FEET SSE OF A 4- BY 4-INCH WHITE WITNESS POST,
 CX1881'WHICH IS SET IN A ROCK CAIRN.
 CX1881'
 CX1881'THE STATION, WHICH IS A BRONZE STATION DISK, STAMPED GATTA
 CX1881'1945, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS ABOUT
 CX1881'3 INCHES ABOVE THE GROUND, AND IS LOCATED 51 FEET NNE OF THE
 CX1881'CENTER OF THE ROAD PAST THE STATION, AND 13.4 FEET ESE OF
 CX1881'A 4- BY 4-INCH WHITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY1040 ***********************************************************************
 CY1040  DESIGNATION -  GEE
 CY1040  PID         -  CY1040
 CY1040  STATE/COUNTY-  NM/HIDALGO
 CY1040  USGS QUAD   -  TABLE TOP MOUNTAIN (1964)
 CY1040
 CY1040                         *CURRENT SURVEY CONTROL
 CY1040  ___________________________________________________________________
 CY1040* NAD 83(1992)-  32 06 51.90581(N)    108 47 52.45939(W)     ADJUSTED  
 CY1040* NAVD 88     -      1377.8    (meters)    4520.     (feet)  VERTCON   
 CY1040  ___________________________________________________________________
 CY1040  LAPLACE CORR-           5.10  (seconds)                    DEFLEC99
 CY1040  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 CY1040
 CY1040  HORZ ORDER  -  FIRST
 CY1040
 CY1040.The horizontal coordinates were established by classical geodetic methods
 CY1040.and adjusted by the National Geodetic Survey in December 1993..
 CY1040
 CY1040.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY1040.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY1040
 CY1040.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY1040
 CY1040.The geoid height was determined by GEOID03.
 CY1040
 CY1040;                    North         East     Units Scale Factor Converg.
 CY1040;SPC NM W     -   123,962.758   738,973.627   MT  1.00001882   -0 30 46.1
 CY1040;SPC NM W     -   406,701.15  2,424,449.31   sFT  1.00001882   -0 30 46.1
 CY1040;UTM  12      - 3,555,241.349   707,763.300   MT  1.00013236   +1 10 15.9
 CY1040
 CY1040!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY1040!SPC NM W     -   0.99978776  x   1.00001882  =   0.99980658
 CY1040!UTM  12      -   0.99978776  x   1.00013236  =   0.99992009
 CY1040
 CY1040|---------------------------------------------------------------------|
 CY1040| PID    Reference Object                     Distance      Geod. Az  |
 CY1040|                                                           dddmmss.s |
 CY1040| CC7434 GEE RM 1                             12.802 METERS 07057     |
 CY1040| CC7435 GEE RM 2                             12.674 METERS 17547     |
 CY1040| CF0310 PHOENIX EL PASO AWY BCN 26 B        APPROX.24.7 KM 2153934.4 |
 CY1040| CY1043 WASHBURN CAIRN                      APPROX.18.1 KM 2295014.7 |
 CY1040| CY1045 MIDDLE CAIRN                        APPROX.16.1 KM 2735446.0 |
 CY1040|---------------------------------------------------------------------|
 CY1040
 CY1040                          SUPERSEDED SURVEY CONTROL
 CY1040
 CY1040  NAD 83(1992)-  32 06 51.90480(N)    108 47 52.45853(W) AD(       ) 1
 CY1040  NAD 83(1986)-  32 06 51.90221(N)    108 47 52.45725(W) AD(       ) 1
 CY1040  NAD 27      -  32 06 51.59302(N)    108 47 50.25357(W) AD(       ) 1
 CY1040  NGVD 29 (07/19/86) 1377.0    (m)         4518.     (f) VERT ANG       
 CY1040
 CY1040.Superseded values are not recommended for survey control.
 CY1040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1040.See file dsdata.txt to determine how the superseded data were derived.
 CY1040
 CY1040_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYA0776355241(NAD 83)
 CY1040_MARKER: DB = BENCH MARK DISK
 CY1040_SETTING: 0 = UNSPECIFIED SETTING
 CY1040
 CY1040  HISTORY     - Date     Condition        Report By
 CY1040  HISTORY     - 1939     MONUMENTED       USGS
 CY1040  HISTORY     - 1964     GOOD             USGS
 CY1040  HISTORY     - 1976     GOOD             NGS
 CY1040
 CY1040                          STATION DESCRIPTION
 CY1040
 CY1040'DESCRIBED BY US GEOLOGICAL SURVEY 1939 (FGJ)
 CY1040'STATION IS A STANDARD BENCH MARK OF THE U.S. GEOLOGICAL SURVEY
 CY1040'AND THE STATE COOPERATIVE SURVEYS.  THE MARK IS SET IN CONCRETE
 CY1040'IN THE TOP OF A SIX INCH STOVE PIPE AND IS ON THE EAST SIDE
 CY1040'OF THE LORDSBURG-ANIMAS ROAD AT A POINT WHERE A TRACK ROAD
 CY1040'CROSSES THE MAIN ROAD.
 CY1040'
 CY1040'STATION IS REACHED BY GOING SOUTH FOR 18.3 MILES ON THE
 CY1040'LORDSBURG-ANIMAS ROAD FROM LORDSBURG OR BY GOING NORTH 11.2
 CY1040'MILES FROM ANIMAS.
 CY1040'
 CY1040'R.M. NO. 1 IS ENE OF THE STATION AND AT THE SAME ELEVATION.
 CY1040'R.M. NO. 2 IS SOUTH OF THE STATION AND AT THE SAME ELEVATION.
 CY1040'STATION TABLE TOP WAS USED AS THE AZIMUTH.  IT IS ABOUT 4
 CY1040'MILES, AIRLINE, SSW OF THE STATION.
 CY1040
 CY1040                          STATION RECOVERY (1964)
 CY1040
 CY1040'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 CY1040'STATION IS LOCATED 19 MI. S. OF LORDSBURG, ALONG THE MAIN RD. FROM
 CY1040'LORDSBURG TO ANIMAS, AT RD. FORK E. TO TOM GEES RANCH, 23 FT. E.
 CY1040'FROM CENTER OF SMALL TRIANGLE FORMED BY RD. FORKS.
 CY1040'
 CY1040'STATION MARK--A USGS AND STATE COOPERATIVE TABLET, SET IN CONCRETE.
 CY1040
 CY1040                          STATION RECOVERY (1976)
 CY1040
 CY1040'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CWW)
 CY1040'RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1863 ***********************************************************************
 CX1863  DESIGNATION -  GEOCEIVER STATION 10052
 CX1863  PID         -  CX1863
 CX1863  STATE/COUNTY-  NM/LUNA
 CX1863  USGS QUAD   -  CARNE (1965)
 CX1863
 CX1863                         *CURRENT SURVEY CONTROL
 CX1863  ___________________________________________________________________
 CX1863* NAD 83(1992)-  32 16 32.05849(N)    107 36 18.03119(W)     ADJUSTED  
 CX1863* NAVD 88     -      1281.7    (meters)    4205.     (feet)  VERTCON   
 CX1863  ___________________________________________________________________
 CX1863  LAPLACE CORR-           0.92  (seconds)                    DEFLEC99
 CX1863  GEOID HEIGHT-         -24.42  (meters)                     GEOID03
 CX1863
 CX1863  HORZ ORDER  -  SECOND
 CX1863
 CX1863.The horizontal coordinates were established by classical geodetic methods
 CX1863.and adjusted by the National Geodetic Survey in December 1993..
 CX1863.No horizontal observational check was made to the station.
 CX1863
 CX1863.The NAVD 88 height was computed by applying the VERTCON shift value to
 CX1863.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CX1863
 CX1863.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1863
 CX1863.The geoid height was determined by GEOID03.
 CX1863
 CX1863;                    North         East     Units Scale Factor Converg.
 CX1863;SPC NM W     -   141,447.153   851,508.569   MT  0.99992237   +0 07 18.9
 CX1863;SPC NM W     -   464,064.53  2,793,657.70   sFT  0.99992237   +0 07 18.9
 CX1863;UTM  13      - 3,573,961.092   254,645.186   MT  1.00034243   -1 23 30.3
 CX1863
 CX1863!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1863!SPC NM W     -   0.99980262  x   0.99992237  =   0.99972501
 CX1863!UTM  13      -   0.99980262  x   1.00034243  =   1.00014499
 CX1863
 CX1863                          SUPERSEDED SURVEY CONTROL
 CX1863
 CX1863  NAD 83(1986)-  32 16 32.05956(N)    107 36 18.03051(W) AD(       ) 2
 CX1863  NAD 27      -  32 16 31.74729(N)    107 36 15.93589(W) AD(       ) 2
 CX1863  NGVD 29 (07/19/86) 1281.1    (m)         4203.     (f) VERT ANG       
 CX1863
 CX1863.Superseded values are not recommended for survey control.
 CX1863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1863.See file dsdata.txt to determine how the superseded data were derived.
 CX1863
 CX1863_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBR5464573961(NAD 83)
 CX1863_MARKER: DS = TRIANGULATION STATION DISK
 CX1863_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX1863_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CX1863_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX1863+STABILITY: SURFACE MOTION
 CX1863
 CX1863  HISTORY     - Date     Condition        Report By
 CX1863  HISTORY     - 1975     MONUMENTED       NGS
 CX1863
 CX1863                          STATION DESCRIPTION
 CX1863
 CX1863'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (JRS)
 CX1863'THE STATION IS ABOUT 9 MILES EAST OF DEMING AND 1/2 MILE NORTH
 CX1863'OF STATE HIGHWAY 377.
 CX1863'
 CX1863'TO REACH THE STATION FROM THE POST OFFICE IN DEMING, GO NORTH ON
 CX1863'COPPER STREET FOR 1 BLOCK TO THE JUNCTION WITH U.S. HIGHWAYS
 CX1863'70 AND 80.  TURN RIGHT AND GO NORTH ON HIGHWAYS 70 AND 80 FOR 2.65
 CX1863'MILES TO A FORK AND THE JUNCTION WITH STATE HIGHWAY 549.  CONTINUE
 CX1863'EAST ON HIGHWAY 549 FOR 1.75 MILES TO THE JUNCTION WITH STATE
 CX1863'HIGHWAY 377.  TURN LEFT AND GO NORTH AND EAST ON HIGHWAY 377 FOR
 CX1863'4.75 MILES TO A GRAVELED SIDE ROAD LEFT.  TURN LEFT AND GO
 CX1863'NORTH ON THE GRAVELED ROAD FOR 0.5 MILE TO THE STATION ON THE
 CX1863'RIGHT.
 CX1863'
 CX1863'THE STATION IS A BRONZE DISK, STAMPED DEMING ALSS 10052, SET IN
 CX1863'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT PROJECTS
 CX1863'3 INCHES ABOVE THE GROUND.  IT IS 123.0 FEET EAST-NORTHEAST OF
 CX1863'THE SOUTHEAST FENCE CORNER OF A FENCE AROUND A VORTAC AND 115.0
 CX1863'FEET EAST-SOUTHEAST OF THE NORTHEAST FENCE CORNER AROUND THE
 CX1863'VORTAC.  A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 CX1863'FOSTER, THE DISTANCE BEING 53.5072 METERS OR 175.55 FEET
 CX1863'SOUTH-SOUTHEAST OF STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0802 ***********************************************************************
 EQ0802  DESIGNATION -  GEOCEIVER STATION 10050
 EQ0802  PID         -  EQ0802
 EQ0802  STATE/COUNTY-  NM/SOCORRO
 EQ0802  USGS QUAD   -  LA JOYA (1971)
 EQ0802
 EQ0802                         *CURRENT SURVEY CONTROL
 EQ0802  ___________________________________________________________________
 EQ0802* NAD 83(1992)-  34 20 43.44338(N)    106 50 05.37850(W)     ADJUSTED  
 EQ0802* NAVD 88     -      1479.     (meters)    4852.     (feet)  VERTCON   
 EQ0802  ___________________________________________________________________
 EQ0802  LAPLACE CORR-           2.45  (seconds)                    DEFLEC99
 EQ0802  GEOID HEIGHT-         -21.77  (meters)                     GEOID03
 EQ0802
 EQ0802  HORZ ORDER  -  SECOND
 EQ0802
 EQ0802.The horizontal coordinates were established by classical geodetic methods
 EQ0802.and adjusted by the National Geodetic Survey in December 1993..
 EQ0802.No horizontal observational check was made to the station.
 EQ0802
 EQ0802.The NAVD 88 height was computed by applying the VERTCON shift value to
 EQ0802.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EQ0802
 EQ0802.The Laplace correction was computed from DEFLEC99 derived deflections.
 EQ0802
 EQ0802.The geoid height was determined by GEOID03.
 EQ0802
 EQ0802;                    North         East     Units Scale Factor Converg.
 EQ0802;SPC NM C     -   371,118.719   446,195.550   MT  0.99993567   -0 19 47.8
 EQ0802;SPC NM C     - 1,217,578.66  1,463,893.23   sFT  0.99993567   -0 19 47.8
 EQ0802;UTM  13      - 3,801,979.284   331,235.990   MT  0.99995108   -1 02 07.5
 EQ0802
 EQ0802!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EQ0802!SPC NM C     -   0.99977134  x   0.99993567  =   0.99970703
 EQ0802!UTM  13      -   0.99977134  x   0.99995108  =   0.99972243
 EQ0802
 EQ0802                          SUPERSEDED SURVEY CONTROL
 EQ0802
 EQ0802  NAD 83(1986)-  34 20 43.44894(N)    106 50 05.37846(W) AD(       ) 2
 EQ0802  NAD 27      -  34 20 43.20667(N)    106 50 03.28207(W) AD(       ) 2
 EQ0802  NGVD 29 (07/19/86) 1478.     (m)         4849.     (f) VERT ANG       
 EQ0802
 EQ0802.Superseded values are not recommended for survey control.
 EQ0802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0802.See file dsdata.txt to determine how the superseded data were derived.
 EQ0802
 EQ0802_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU3123601979(NAD 83)
 EQ0802_MARKER: DS = TRIANGULATION STATION DISK
 EQ0802_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EQ0802_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EQ0802_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EQ0802+STABILITY: SURFACE MOTION
 EQ0802
 EQ0802  HISTORY     - Date     Condition        Report By
 EQ0802  HISTORY     - 1975     MONUMENTED       NGS
 EQ0802
 EQ0802                          STATION DESCRIPTION
 EQ0802
 EQ0802'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (JRS)
 EQ0802'THE STATION IS A BRONZE DISK, STAMPED GEOCEIVER STATION
 EQ0802'SOCORRO ALSS 10050, SET IN THE TOP OF A 6-INCH SQUARE CONCRETE
 EQ0802'MONUMENT, THAT PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS 10 FEET
 EQ0802'NORTH OF A ROAD AND 30 FEET WEST OF A WITNESS POST.
 EQ0802'
 EQ0802'TO REACH THE STATION FROM CONTRERAS, GO SOUTH ON STATE HIGHWAY
 EQ0802'47 FOR 2.95 MILES TO A SIDE ROAD ON THE LEFT.  TURN LEFT AND GO
 EQ0802'EAST ON A BLADED ROAD FOR 0.3 MILE TO THE STATION ON THE LEFT.
 EQ0802'
 EQ0802'A TRAVERSE CONNECTION WAS MADE TO TRAVERSE STATION JOY, THE
 EQ0802'DISTANCE BEING 10.8839 METERS OR 35.71 FEET SOUTHWEST OF
 EQ0802'STATION JOY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0559 ***********************************************************************
 FN0559  DESIGNATION -  GEOCEIVER STATION 10049
 FN0559  PID         -  FN0559
 FN0559  STATE/COUNTY-  NM/SAN MIGUEL
 FN0559  USGS QUAD   -  LAS VEGAS NW (1963)
 FN0559
 FN0559                         *CURRENT SURVEY CONTROL
 FN0559  ___________________________________________________________________
 FN0559* NAD 83(1992)-  35 39 51.38570(N)    105 08 58.98434(W)     ADJUSTED  
 FN0559* NAVD 88     -      2082.9    (meters)    6834.     (feet)  GPS OBS   
 FN0559  ___________________________________________________________________
 FN0559  X           -  -1,356,230.787 (meters)                     COMP
 FN0559  Y           -  -5,009,128.590 (meters)                     COMP
 FN0559  Z           -   3,699,194.572 (meters)                     COMP
 FN0559  LAPLACE CORR-          -2.52  (seconds)                    DEFLEC99
 FN0559  ELLIP HEIGHT-        2064.03  (meters)          (11/15/01) GPS OBS
 FN0559  GEOID HEIGHT-         -18.80  (meters)                     GEOID03
 FN0559
 FN0559  HORZ ORDER  -  THIRD
 FN0559  ELLP ORDER  -  FOURTH    CLASS I
 FN0559
 FN0559.This mark is at Las Vegas Airport (LVS)
 FN0559
 FN0559.The horizontal coordinates were established by GPS observations
 FN0559.and adjusted by the National Geodetic Survey in September 1997..
 FN0559
 FN0559.The orthometric height was determined by GPS observations and a
 FN0559.high-resolution geoid model.
 FN0559
 FN0559.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FN0559
 FN0559.The Laplace correction was computed from DEFLEC99 derived deflections.
 FN0559
 FN0559.The ellipsoidal height was determined by GPS observations
 FN0559.and is referenced to NAD 83.
 FN0559
 FN0559.The geoid height was determined by GEOID03.
 FN0559
 FN0559;                    North         East     Units Scale Factor Converg.
 FN0559;SPC NM E     -   517,577.544    91,086.951   MT  0.99997639   -0 28 33.6
 FN0559;SPC NM E     - 1,698,085.66    298,841.11   sFT  0.99997639   -0 28 33.6
 FN0559;UTM  13      - 3,946,722.876   486,449.319   MT  0.99960226   -0 05 14.2
 FN0559
 FN0559!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FN0559!SPC NM E     -   0.99967614  x   0.99997639  =   0.99965254
 FN0559!UTM  13      -   0.99967614  x   0.99960226  =   0.99927853
 FN0559
 FN0559                          SUPERSEDED SURVEY CONTROL
 FN0559
 FN0559  NAD 83(1992)-  35 39 51.38833(N)    105 08 58.98430(W) AD(       ) 2
 FN0559  NAD 83(1986)-  35 39 51.39471(N)    105 08 58.98461(W) AD(       ) 2
 FN0559  NAD 27      -  35 39 51.23876(N)    105 08 56.96419(W) AD(       ) 2
 FN0559  NGVD 29 (07/19/86) 2082.     (m)         6831.     (f) VERT ANG       
 FN0559
 FN0559.Superseded values are not recommended for survey control.
 FN0559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0559.See file dsdata.txt to determine how the superseded data were derived.
 FN0559
 FN0559_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV8644946723(NAD 83)
 FN0559_MARKER: DD = SURVEY DISK
 FN0559_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 FN0559_SP_SET: ASPHALT TAXIWAY
 FN0559_STAMPING: LAS VEGAS N.M. ALSS GEOCEIVER STATION 10049
 FN0559_MAGNETIC: N = NO MAGNETIC MATERIAL
 FN0559_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FN0559_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FN0559+SATELLITE: SATELLITE OBSERVATIONS - May 02, 1997
 FN0559
 FN0559  HISTORY     - Date     Condition        Report By
 FN0559  HISTORY     - 1975     MONUMENTED       NGS
 FN0559  HISTORY     - 19960105 MARK NOT FOUND   CHANCE
 FN0559  HISTORY     - 19970502 GOOD             NGS
 FN0559
 FN0559                          STATION DESCRIPTION
 FN0559
 FN0559'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (JRS)
 FN0559'THE STATION IS ABOUT 6 MILES NORTHEAST OF LAS VEGAS, AT THE
 FN0559'NORTHWEST CORNER OF THE LAS VEGAS MUNICIPAL AIRPORT.
 FN0559'
 FN0559'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 85 AND
 FN0559'STATE HIGHWAYS 65 AND 104 IN LAS VEGAS GO NORTHEAST ON
 FN0559'U.S. HIGHWAY 85 FOR 1.85 MILES TO A SIDE ROAD RIGHT AT A SIGN
 FN0559'AIRPORT.  TURN RIGHT AND CONTINUE NORTHEAST ON A PAVED ROAD FOR
 FN0559'2.8 MILES TO A T-ROAD JUNCTION.  TURN RIGHT AND GO EAST ON A
 FN0559'PAVED ROAD FOR 2.0 MILES TO THE AIRPORT AND A AIRCRAFT PARKING
 FN0559'APRON ON THE LEFT.  TURN SHARP LEFT AND GO NORTHWEST ACROSS THE
 FN0559'PARKING APRON FOR 0.1 MILE TO A HANGER.  BEAR RIGHT AND GO
 FN0559'NORTH FOR 0.2 MILE TO THE SOUTH END OF A TAXI STRIP.  GO NORTH
 FN0559'ON THE TAXI STRIP FOR 0.7 MILE TO THE NORTH END OF THE STRIP
 FN0559'AND THE STATION.
 FN0559'
 FN0559'STATION, GEOCEIVER STATION 10049 IS A BRONZE DISK, STAMPED LAS
 FN0559'VEGAS N.M. ALSS, CEMENTED IN A DRILL HOLE IN THE PAVEMENT OF
 FN0559'THE TAXI STRIP.  IT IS 92.0 FEET SOUTH-SOUTHEAST OF THE NORTHWEST
 FN0559'CORNER OF THE TAXI STRIP AND 5.5 FEET WEST OF THE EAST EDGE OF
 FN0559'THE TAXI STRIP.  A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION
 FN0559'STATION PORT, THE DISTANCE BEING 96.60 FEET OR 29.4448 METERS
 FN0559'NORTHWEST OF THE STATION.
 FN0559
 FN0559                          STATION RECOVERY (1996)
 FN0559
 FN0559'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (KAL)
 FN0559'RECOVERY NOTE BY CHANCE 1996 MARK NOT FOUND - SEARCHED 0.5
 FN0559'PERSON-HOUR.
 FN0559
 FN0559                          STATION RECOVERY (1997)
 FN0559
 FN0559'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 FN0559'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 02 MAY 1997 (WCW) .
 FN0559'RECOVERED IN GOOD CONDITION WITH NEW DESCRIPTION AS FOLLOWS.  THE
 FN0559'STATION IS LOCATED ABOUT 8 KM (4.95 MI) NORTHEAST FROM LAS VEGAS AT
 FN0559'THE LAS VEGAS MUNICIPAL AIRPORT, NEAR AN ABANDONDED TAXIWAY LEADING TO
 FN0559'THE OLD APPROACH 14.  OWNERSHIP -- CITY OF LAS VEGAS, BOX 179, LAS
 FN0559'VEGAS NM 87701, PHONE 505-454-1401.  AIRPORT MANAGER MAX CROWELL, BOX
 FN0559'179, LAS VEGAS NM 87701, PHONE 505-454-0881.  TO REACH THE STATION
 FN0559'FROM STATE HIGHWAY 250 (GRAND AVENUE) AT THE INTERSTATE 25 (EXIT 347)
 FN0559'OVERPASS, GO NORTHERLY ON STATE HIGHWAY 250 FOR 3.7 KM (2.30 MI) TO A
 FN0559'T-JUNCTION.  TURN RIGHT AND GO EAST FOR 3.1 KM (1.90 MI) TO THE
 FN0559'AIRPORT OFFICE AHEAD AND A GATE ON LEFT.  TURN LEFT AND GO NORTH FOR
 FN0559'61 M (200.1 FT) PASSING THROUGH THE GATE AND ACROSS THE WEST SIDE OF
 FN0559'AN APRON TO A CROSSING TAXIWAY.  TURN RIGHT AND GO EAST FOR 0.08 KM
 FN0559'(0.05 MI) TO A NORTH-SOUTH TAXIWAY.  TURN LEFT ONTO TAXIWAY T-3A AND
 FN0559'GO NORTH THEN NORTH NORTHWEST FOR 1.3 KM (0.80 MI) TO A CONNECTOR
 FN0559'TAXIWAY RIGHT.  TURN RIGHT AND GO NORTHEAST FOR 0.08 KM (0.05 MI)
 FN0559'CROSSING OVER A CONCRETE CULVERT.  TURN LEFT INTO A FIELD AND GO
 FN0559'NORTHWEST FOR 130 FT (39.6 M) TO THE STATION ON RIGHT.  THE MARK IS A
 FN0559'PLAIN 6.3 CM (2.5 IN) DIAMETER BRONZE DISK WITH STAMPING --LAS VEGAS
 FN0559'N.M.  ALSS GEOCEIVER STATION 10049-- SET INTO AN ABANDONED ASPHALT
 FN0559'TAXIWAY.  THE STATION IS LOCATED 129.5 FT (39.5 M) NORTHWEST FROM THE
 FN0559'CONNECTOR TAXI CENTER, 126.0 FT (38.4 M) WEST FROM THE WEST FOUNDATION
 FN0559'CORNER FOR RUNWAY HOLD SIGN --14--, 89.7 FT (27.3 M) NORTH NORTHWEST
 FN0559'FROM THE TOP OF THE NORTH END OF A 24 INCH CONCRETE CULVERT, 29.4 M
 FN0559'(96.5 FT) EAST SOUTHEAST FROM STATION PORT, 28.5 M (93.5 FT) SOUTHEAST
 FN0559'FROM PORT RM 1, 16.1 M (52.8 FT) EAST FROM PORT RM 2.  THE MARK IS
 FN0559'FLUSH IN THE ASPHALT PAVEMENT AND 10 CM (4 IN) BELOW GRADE.  DESC 02
 FN0559'MAY 1997 WC WAICKMAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0313 ***********************************************************************
 CX0313  DESIGNATION -  GEORGE
 CX0313  PID         -  CX0313
 CX0313  STATE/COUNTY-  NM/OTERO
 CX0313  USGS QUAD   -  LAKE LUCERO SE (1982)
 CX0313
 CX0313                         *CURRENT SURVEY CONTROL
 CX0313  ___________________________________________________________________
 CX0313* NAD 83(1992)-  32 31 30.99915(N)    106 15 43.66051(W)     ADJUSTED  
 CX0313* NAVD 88     -      1219.374  (meters)    4000.56   (feet)  ADJUSTED  
 CX0313  ___________________________________________________________________
 CX0313  LAPLACE CORR-           2.89  (seconds)                    DEFLEC99
 CX0313  GEOID HEIGHT-         -23.48  (meters)                     GEOID03
 CX0313  DYNAMIC HT  -        1217.567 (meters)    3994.63  (feet)  COMP
 CX0313  MODELED GRAV-     979,114.3   (mgal)                       NAVD 88
 CX0313
 CX0313  HORZ ORDER  -  FIRST
 CX0313  VERT ORDER  -  FIRST     CLASS II
 CX0313
 CX0313.The horizontal coordinates were established by classical geodetic methods
 CX0313.and adjusted by the National Geodetic Survey in December 1993..
 CX0313
 CX0313.The orthometric height was determined by differential leveling
 CX0313.and adjusted by the National Geodetic Survey in June 1991..
 CX0313
 CX0313.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX0313
 CX0313.The geoid height was determined by GEOID03.
 CX0313
 CX0313.The dynamic height is computed by dividing the NAVD 88
 CX0313.geopotential number by the normal gravity value computed on the
 CX0313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0313.degrees latitude (g = 980.6199 gals.).
 CX0313
 CX0313.The modeled gravity was interpolated from observed gravity values.
 CX0313
 CX0313;                    North         East     Units Scale Factor Converg.
 CX0313;SPC NM C     -   169,110.035   498,860.690   MT  0.99990002   -0 00 23.5
 CX0313;SPC NM C     -   554,821.84  1,636,678.78   sFT  0.99990002   -0 00 23.5
 CX0313;UTM  13      - 3,599,363.194   381,465.851   MT  0.99977326   -0 40 43.3
 CX0313
 CX0313!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX0313!SPC NM C     -   0.99981227  x   0.99990002  =   0.99971231
 CX0313!UTM  13      -   0.99981227  x   0.99977326  =   0.99958557
 CX0313
 CX0313|---------------------------------------------------------------------|
 CX0313| PID    Reference Object                     Distance      Geod. Az  |
 CX0313|                                                           dddmmss.s |
 CX0313| CX0314 GEORGE RM 1                           3.819 METERS 05946     |
 CX0313| CX0312 GEORGE RM 2                           3.832 METERS 12832     |
 CX0313| CX0310 GEORGE AZ MK                                       2211223.8 |
 CX0313|---------------------------------------------------------------------|
 CX0313
 CX0313                          SUPERSEDED SURVEY CONTROL
 CX0313
 CX0313  NAD 83(1986)-  32 31 31.00598(N)    106 15 43.66015(W) AD(       ) 1
 CX0313  NAD 27      -  32 31 30.68030(N)    106 15 41.69510(W) AD(       ) 1
 CX0313  NGVD 29 (??/??/92) 1218.790  (m)         3998.65   (f) ADJ UNCH    1 2
 CX0313
 CX0313.Superseded values are not recommended for survey control.
 CX0313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0313.See file dsdata.txt to determine how the superseded data were derived.
 CX0313
 CX0313_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR8146699363(NAD 83)
 CX0313_MARKER: DS = TRIANGULATION STATION DISK
 CX0313_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CX0313_SP_SET: DRILL HOLE
 CX0313_STAMPING: GEORGE WSA BRL WSPG 1952
 CX0313_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX0313
 CX0313  HISTORY     - Date     Condition        Report By
 CX0313  HISTORY     - 1952     MONUMENTED       CGS
 CX0313  HISTORY     - 1954     GOOD             CGS
 CX0313  HISTORY     - 1955     GOOD             AMS
 CX0313  HISTORY     - 1955     GOOD             CGS
 CX0313  HISTORY     - 1967     GOOD             CGS
 CX0313  HISTORY     - 1967     GOOD             CGS
 CX0313  HISTORY     - 1968     GOOD             NGS
 CX0313
 CX0313                          STATION DESCRIPTION
 CX0313
 CX0313'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RLE)
 CX0313'THE STATION IS LOCATED ABOUT 50 MILES SOUTHWEST OF ALAMOGORDO,
 CX0313'ABOUT 20 MILES NORTHWEST OF OROGRANDE, 7.5 FEET SOUTHEAST
 CX0313'OF THE NORTHWEST CORNER OF THE ROOF AND 4 FEET WEST OF THE
 CX0313'CENTER OF THE ROOF.  THE STATION MARK IS AN ALUMINUM DISK SET IN
 CX0313'A DRILL HOLE ON THE ROOF OF A CONCRETE BLOCK BUILDING, WHICH
 CX0313'IS ABOUT 15 FEET SQUARE AND IT IS STAMPED GEORGE WSA BRL WSPG.
 CX0313'
 CX0313'REFERENCE MARK NO. 1 IS A STANDARD REFERENCE MARK DISK CEMENTED
 CX0313'IN A DRILL HOLE AT THE NORTHEAST CORNER OF THE BUILDING AND
 CX0313'IT IS STAMPED GEORGE WSPG NO 1 1952.
 CX0313'
 CX0313'REFERENCE MARK NO. 2 IS A STANDARD REFERENCE MARK DISK CEMENTED
 CX0313'IN A DRILL HOLE AT THE SOUTHEAST CORNER OF THE BUILDING AND
 CX0313'IT IS STAMPED GEORGE WSPG NO 2 1952.
 CX0313'
 CX0313'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 14.16 FEET.
 CX0313'
 CX0313'THE AZIMUTH MARK IS 19 FEET WEST NORTHWEST OF THE CENTER OF
 CX0313'A TRACK ROAD, 2 FEET NORTHWEST OF A TELEPHONE POLE AND 2 FEET
 CX0313'EAST OF A WITNESS POST.  IT PROJECTS 5 INCHES AND IS STAMPED
 CX0313'GEORGE WSPG 1952.
 CX0313'
 CX0313'TO REACH THE STATION FROM THE POST OFFICE IN OROGRANDE GO
 CX0313'SOUTHERLY ON U.S. HIGHWAY 54 FOR 0.8 MILE TO A T ROAD RIGHT,
 CX0313'TURN RIGHT AND FOLLOW MACADAM ROAD NORTHWEST FOR 4.1 MILES
 CX0313'TO SOME BARRACKS, PASS TO THE LEFT OF THE BARRACKS AND CONTINUE
 CX0313'WEST NORTHWEST ON GRAVELED ROAD FOR 8.3 MILES TO A GUARD
 CX0313'HOUSE, CONTINUE STRAIGHT AHEAD FOR 4.9 MILES TO A CROSSROAD,
 CX0313'TURN RIGHT AND FOLLOW GRAVELED ROAD NORTH FOR 0.4 MILE TO
 CX0313'A TELEPHONE LINE, TURN RIGHT AND FOLLOW THE TELEPHONE LINE
 CX0313'NORTH NORTHEAST FOR 10.5 MILES TO THE AZIMUTH MARK ON THE
 CX0313'LEFT AS DESCRIBED.  CONTINUE NORTH NORTHEAST ON TRACK ROAD
 CX0313'FOR 0.3 MILE TO CONCRETE BUILDING AND THE STATION AS
 CX0313'DESCRIBED.
 CX0313
 CX0313                          STATION RECOVERY (1954)
 CX0313
 CX0313'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (CAS)
 CX0313'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 CX0313'TO BE IN GOOD CONDITION.  THE 1952 DESCRIPTION IS ADEQUATE.
 CX0313
 CX0313                          STATION RECOVERY (1955)
 CX0313
 CX0313'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1955
 CX0313'STATION RECOVERED AS DESCRIBED.  THE MARK IS A STANDARD WSPG
 CX0313'TRIANGULATION DISK SET IN THE TOP OF A 12 X 14 FOOT BLOCK
 CX0313'BUILDING.
 CX0313'
 CX0313'THE STATION IS 1.5 FEET E OF W EDGE OF BUILDING.  10.5 FEET
 CX0313'W OF E EDGE OF BUILDING.  7 FEET S OF N EDGE OF BUILDING.
 CX0313'AND 7 FEET N OF S EDGE OF BUILDING.
 CX0313
 CX0313                          STATION RECOVERY (1955)
 CX0313
 CX0313'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (CAS)
 CX0313'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 CX0313'TO BE IN GOOD CONDITION.  THE OLD DESCRIPTION IS ADEQUATE.
 CX0313
 CX0313                          STATION RECOVERY (1967)
 CX0313
 CX0313'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (JCC)
 CX0313'ALL MARKS WERE RECOVERED IN GOOD CONDITION.  THE 1952 DESCRIPTION
 CX0313'IS ENTIRELY ADEQUATE.
 CX0313
 CX0313                          STATION RECOVERY (1967)
 CX0313
 CX0313'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (JBJ)
 CX0313'THE STATION MARK, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK
 CX0313'WERE RECOVERED IN GOOD CONDITION.  DUE TO ROAD CHANGES A NEW
 CX0313'COMPLETE DESCRIPTIONS FOLLOWS.
 CX0313'
 CX0313'THE STATION IS ABOUT 16 MILES NORTHEAST OF THE MISSILE RANGE
 CX0313'HEADQUARTERS AND 14 MILES NORTHWEST OF OROGRANDE, ON TOP
 CX0313'OF BUILDING NUMBER 25482.
 CX0313'
 CX0313'TO REACH THE STATION FROM THE HEADQUARTERS BUILDING, GO EAST
 CX0313'ON MISSILE RANGE ROAD 2 FOR 2.2 MILES TO A FORK.  TAKE THE
 CX0313'LEFT FORK, LEAVING ROAD 2 AND GO NORTHEASTERLY ON PAVED ROAD
 CX0313'FOR 9.35 MILES TO A CROSSROAD.  CONTINUE NORTHEAST ON GRAVELED
 CX0313'ROAD FOR 4.8 MILES TO A SIDE ROAD RIGHT.  TURN RIGHT AND
 CX0313'GO EAST AND NORTHEAST FOR 0.1 MILE TO BUILDING NUMBER 25482
 CX0313'AND THE STATION.  TO REACH THE AZIMUTH MARK FROM THE STATION,
 CX0313'GO SOUTHWEST ON TRACK ROAD FOR 0.3 MILE TO THE MARK ON THE
 CX0313'RIGHT.
 CX0313'
 CX0313'THE STATION MARK IS AN ALUMINUM DISK OF THE WHITE SANDS
 CX0313'PROVING GROUNDS, STAMPED WSA-BRL-WSPG, CEMENTED IN A DRILL
 CX0313'HOLE IN THE CONCRETE ROOF OF THE BUILDING.  IT IS 3 FEET
 CX0313'EAST OF THE WEST EDGE OF THE BUILDING.
 CX0313'
 CX0313'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED GEORGE WSPG
 CX0313'NO 1 1952, CEMENTED IN A DRILL HOLE IN THE EXTREME NORTHEAST
 CX0313'CORNER OF THE ROOF OF THE BUILDING.
 CX0313'
 CX0313'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED GEORGE WSPG
 CX0313'NO 2 1952, CEMENTED IN A DRILL HOLE IN THE EXTREME SOUTHEAST
 CX0313'CORNER OF THE ROOF OF THE BUILDING.
 CX0313'
 CX0313'AZIMUTH MARK IS A STANDARD DISK, STAMPED GEORGE WSPG 1952,
 CX0313'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST, THAT PROJECTS
 CX0313'6 INCHES.  IT IS 19.0 FEET WEST OF THE CENTERLINE OF A TRACK
 CX0313'ROAD, 5.0 FEET NORTH OF A TELEPHONE LINE POLE AND 1.7 FEET
 CX0313'EAST OF A WITNESS POST.
 CX0313'
 CX0313'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--14 MILES
 CX0313'NORTHWEST OF OROGRANDE
 CX0313'
 CX0313'HEIGHT OF LIGHT ABOVE STATION MARK--4 FEET.
 CX0313
 CX0313                          STATION RECOVERY (1968)
 CX0313
 CX0313'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 CX0313'17 MI NE FROM W S M R HDQ BLDG 100.
 CX0313'2.2 MILES EAST ALONG W.S.M.R. ROUTE NO. 2 TO A FORK, FROM WHITE SANDS
 CX0313'MISSILE RANGE HEADQUARTERS.  THENCE NORTHEAST 10.2 MILES ON W.S.M.R.
 CX0313'ROUTE NO. 250 TO A PAVED CROSSROAD, CONTINUE NORTHEAST 5.0 MILES ON
 CX0313'W.S.M.R. ROUTE NO. 250 TO BUILDING NO. 25482 ABOUT 100 FEET ON THE
 CX0313'RIGHT.  MARK IS ON TOP OF BUILDING 7 FEET SOUTH OF NORTHEAST CORNER, 7
 CX0313'FEET NORTH OF SOUTHWEST CORNER, 4.5 FEET WEST OF BUILDING CENTERLINE,
 CX0313'2 FEET EAST OF WEST CENTER EDGE OF BUILDING, SET IN A DRILL HOLE IN
 CX0313'THE ROOF OF THE BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0310 ***********************************************************************
 CX0310  DESIGNATION -  GEORGE AZ MK
 CX0310  PID         -  CX0310
 CX0310  STATE/COUNTY-  NM/OTERO
 CX0310  USGS QUAD   -  LAKE LUCERO SE (1982)
 CX0310
 CX0310                         *CURRENT SURVEY CONTROL
 CX0310  ___________________________________________________________________
 CX0310* NAD 83(1986)-  32 31 21.     (N)    106 15 57.     (W)     SCALED    
 CX0310* NAVD 88     -      1214.037  (meters)    3983.05   (feet)  ADJUSTED  
 CX0310  ___________________________________________________________________
 CX0310  GEOID HEIGHT-         -23.49  (meters)                     GEOID03
 CX0310  DYNAMIC HT  -        1212.236 (meters)    3977.14  (feet)  COMP
 CX0310  MODELED GRAV-     979,114.1   (mgal)                       NAVD 88
 CX0310
 CX0310  VERT ORDER  -  FIRST     CLASS II
 CX0310
 CX0310.The horizontal coordinates were scaled from a topographic map and have
 CX0310.an estimated accuracy of +/- 6 seconds.
 CX0310
 CX0310.The orthometric height was determined by differential leveling
 CX0310.and adjusted by the National Geodetic Survey in June 1991..
 CX0310
 CX0310.The geoid height was determined by GEOID03.
 CX0310
 CX0310.The dynamic height is computed by dividing the NAVD 88
 CX0310.geopotential number by the normal gravity value computed on the
 CX0310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0310.degrees latitude (g = 980.6199 gals.).
 CX0310
 CX0310.The modeled gravity was interpolated from observed gravity values.
 CX0310
 CX0310;                    North         East    Units  Estimated Accuracy
 CX0310;SPC NM C     -   168,800.      498,510.      MT  (+/- 180 meters Scaled)
 CX0310
 CX0310                          SUPERSEDED SURVEY CONTROL
 CX0310
 CX0310  NGVD 29 (??/??/92) 1213.452  (m)         3981.13   (f) ADJ UNCH    1 2
 CX0310
 CX0310.Superseded values are not recommended for survey control.
 CX0310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0310.See file dsdata.txt to determine how the superseded data were derived.
 CX0310
 CX0310_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR811990(NAD 83)
 CX0310_MARKER: DZ = AZIMUTH MARK DISK
 CX0310_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CX0310_SP_SET: MONUMENT
 CX0310_STAMPING: GEORGE W.S.P.G. 1952
 CX0310_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX0310
 CX0310  HISTORY     - Date     Condition        Report By
 CX0310  HISTORY     - 1952     MONUMENTED       CGS
 CX0310  HISTORY     - 1968     GOOD             NGS
 CX0310
 CX0310                          STATION DESCRIPTION
 CX0310
 CX0310'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CX0310'16.6 MI NE FROM W S M R HDQ BLDG 100.
 CX0310'TRIANGULATION STATION GEORGE.  THENCE SOUTHWEST 0.3 MILE ON POLELINE
 CX0310'ROAD TO AZIMUTH MARK.  16 FEET NORTHWEST OF CENTER LINE OF POLELINE
 CX0310'ROAD.  5 FEET NORTHEAST OF TELEPHONE POLE AND 2 FEET EAST OF A 4X4
 CX0310'INCH WITNESS POST SET IN THE TOP OF A 9 INCH SQUARE CONCRETE MONUMENT
 CX0310'THAT PROJECTS 8 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0714 ***********************************************************************
 CE0714  DESIGNATION -  GEORGE ET
 CE0714  PID         -  CE0714
 CE0714  STATE/COUNTY-  NM/LUNA
 CE0714  USGS QUAD   -  CAMEL MOUNTAIN (1965)
 CE0714
 CE0714                         *CURRENT SURVEY CONTROL
 CE0714  ___________________________________________________________________
 CE0714* NAD 83(1992)-  31 49 05.52028(N)    107 20 23.37043(W)     ADJUSTED  
 CE0714* NAVD 88     -      1334.8    (meters)    4379.     (feet)  VERTCON   
 CE0714  ___________________________________________________________________
 CE0714  LAPLACE CORR-           2.18  (seconds)                    DEFLEC99
 CE0714  GEOID HEIGHT-         -24.62  (meters)                     GEOID03
 CE0714
 CE0714  HORZ ORDER  -  SECOND
 CE0714
 CE0714.The horizontal coordinates were established by classical geodetic methods
 CE0714.and adjusted by the National Geodetic Survey in December 1993..
 CE0714
 CE0714.The NAVD 88 height was computed by applying the VERTCON shift value to
 CE0714.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CE0714
 CE0714.The Laplace correction was computed from DEFLEC99 derived deflections.
 CE0714
 CE0714.The geoid height was determined by GEOID03.
 CE0714
 CE0714;                    North         East     Units Scale Factor Converg.
 CE0714;SPC NM W     -    90,817.713   876,721.286   MT  0.99994358   +0 15 36.7
 CE0714;SPC NM W     -   297,957.78  2,876,376.42   sFT  0.99994358   +0 15 36.7
 CE0714;UTM  13      - 3,522,669.865   278,528.498   MT  1.00020497   -1 14 02.8
 CE0714
 CE0714!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CE0714!SPC NM W     -   0.99979432  x   0.99994358  =   0.99973791
 CE0714!UTM  13      -   0.99979432  x   1.00020497  =   0.99999925
 CE0714
 CE0714:                Primary Azimuth Mark                     Grid Az
 CE0714:SPC NM W     -  YOAKUM                                   354 40 21.0
 CE0714:UTM  13      -  YOAKUM                                   356 10 00.5
 CE0714
 CE0714|---------------------------------------------------------------------|
 CE0714| PID    Reference Object                     Distance      Geod. Az  |
 CE0714|                                                           dddmmss.s |
 CE0714| CX1850 YOAKUM                              APPROX.20.6 KM 3545557.7 |
 CE0714|---------------------------------------------------------------------|
 CE0714
 CE0714                          SUPERSEDED SURVEY CONTROL
 CE0714
 CE0714  NAD 83(1986)-  31 49 05.52267(N)    107 20 23.36631(W) AD(       ) 2
 CE0714  NAD 27      -  31 49 05.15867(N)    107 20 21.30369(W) AD(       ) 2
 CE0714  NGVD 29 (07/19/86) 1334.2    (m)         4377.     (f) VERT ANG       
 CE0714
 CE0714.Superseded values are not recommended for survey control.
 CE0714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0714.See file dsdata.txt to determine how the superseded data were derived.
 CE0714
 CE0714_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RBR7852822670(NAD 83)
 CE0714_MARKER: DD = SURVEY DISK
 CE0714_SETTING: 0 = UNSPECIFIED SETTING
 CE0714_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CE0714
 CE0714  HISTORY     - Date     Condition        Report By
 CE0714  HISTORY     - 1964     MONUMENTED       USGS
 CE0714
 CE0714                          STATION DESCRIPTION
 CE0714
 CE0714'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 CE0714'STATION LOCATED ABOUT 17 3/4 MI. E. OF COLUMBUS, NEW MEXICO AND ABOUT
 CE0714'0.7 MI. S. OF THE ABANDONED SOUTHERN PACIFIC RAILWAY ON A PROMINIENT
 CE0714'LONE TOP FORMERLY OCCUPIED BY EL PASO AIRWAY BEACON NO.35.
 CE0714'
 CE0714'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 9 AND 11 IN COLUMBUS
 CE0714'PROCEED SOUTH EASTERLY 0.5 MI. TO FAA STATION AT AIRPORT, THENCE SE.
 CE0714'ALONG GRADED RD. PARALLELING OLD RAILROAD GRADE 13.7 MI. TO ARENA AND
 CE0714'Y-RD., TAKE LEFT FORK ABOUT 200 FT. TO RAILROAD GRADE, THEN FOLLOW
 CE0714'RAILROAD GRADE 6.1 MI. TO CROSS-RD. TAKE RIGHT FORK, THEN FOLLOW TRACK
 CE0714'RD. SOUTHERLY 1.3 MI. TO T-RD., TAKE RIGHT FORK, THEN NW. ALONG TRACK
 CE0714'RD. 0.2 MI., THEN LEFT, W., CROSS COUNTRY 0.7 MI. TO BASE OF MOUNTAIN,
 CE0714'FROM THIS POINT A 4-WHEEL DRIVE MAY BE TAKEN ABOUT 0.2 MI. UP S. SIDE
 CE0714'OF MOUNTAIN TO TOP AND STATION.
 CE0714'
 CE0714'STATION MARK - STANDARD TABLET SET IN CENTER OF A CONCRETE TOWER BASE
 CE0714'AND FLUSH WITH THE GROUND, STAMPED ---GEORGE-ET 1964---.
 CE0714'
 CE0714'NOTE - THIS STATION IS LOCATED IN THE CENTER OF THE CEMENT BASE OF
 CE0714'THE DESTROYED PHEONIX - EL PASO AIRWAY BEACON 35 NGS.
 CE0714'THE ET DETERMINATION IS 0.1 FT. N. AND 0.6 FT. E. OF THE NGS
 CE0714'INTERSECTED POSITION OF THE BEACON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0314 ***********************************************************************
 CX0314  DESIGNATION -  GEORGE RM 1
 CX0314  PID         -  CX0314
 CX0314  STATE/COUNTY-  NM/OTERO
 CX0314  USGS QUAD   -  LAKE LUCERO SE (1982)
 CX0314
 CX0314                         *CURRENT SURVEY CONTROL
 CX0314  ___________________________________________________________________
 CX0314* NAD 83(1986)-  32 31 31.     (N)    106 15 43.     (W)     SCALED    
 CX0314* NAVD 88     -      1219.367  (meters)    4000.54   (feet)  ADJUSTED  
 CX0314  ___________________________________________________________________
 CX0314  GEOID HEIGHT-         -23.48  (meters)                     GEOID03
 CX0314  DYNAMIC HT  -        1217.560 (meters)    3994.61  (feet)  COMP
 CX0314  MODELED GRAV-     979,114.4   (mgal)                       NAVD 88
 CX0314
 CX0314  VERT ORDER  -  FIRST     CLASS II
 CX0314
 CX0314.The horizontal coordinates were scaled from a topographic map and have
 CX0314.an estimated accuracy of +/- 6 seconds.
 CX0314
 CX0314.The orthometric height was determined by differential leveling
 CX0314.and adjusted by the National Geodetic Survey in June 1991..
 CX0314
 CX0314.The geoid height was determined by GEOID03.
 CX0314
 CX0314.The dynamic height is computed by dividing the NAVD 88
 CX0314.geopotential number by the normal gravity value computed on the
 CX0314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0314.degrees latitude (g = 980.6199 gals.).
 CX0314
 CX0314.The modeled gravity was interpolated from observed gravity values.
 CX0314
 CX0314;                    North         East    Units  Estimated Accuracy
 CX0314;SPC NM C     -   169,110.      498,880.      MT  (+/- 180 meters Scaled)
 CX0314
 CX0314                          SUPERSEDED SURVEY CONTROL
 CX0314
 CX0314  NGVD 29 (??/??/92) 1218.783  (m)         3998.62   (f) ADJ UNCH    1 2
 CX0314
 CX0314.Superseded values are not recommended for survey control.
 CX0314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0314.See file dsdata.txt to determine how the superseded data were derived.
 CX0314
 CX0314_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR814993(NAD 83)
 CX0314_MARKER: DR = REFERENCE MARK DISK
 CX0314_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CX0314_SP_SET: BUILDING
 CX0314_STAMPING: GEORGE W.S.P.G. NO. 1952
 CX0314_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CX0314
 CX0314  HISTORY     - Date     Condition        Report By
 CX0314  HISTORY     - 1952     MONUMENTED       CGS
 CX0314  HISTORY     - 1968     GOOD             NGS
 CX0314
 CX0314                          STATION DESCRIPTION
 CX0314
 CX0314'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CX0314'17 MI NE FROM W S M R HDQ BLDG 100.
 CX0314'2.2 MILES EAST ALONG W.S.M.R. ROUTE NO. 2 TO A FORK FROM WHITE SANDS
 CX0314'MISSILE RANGE HEADQUARTERS BUILDING.  THENCE NORTHEAST 10.2 MILES ON
 CX0314'W.S.M.R. ROUTE NO. 250 TO A PAVED CROSSROAD, CONTINUE NORTHEAST 5.0
 CX0314'MILES ON W.S.M.R. ROUTE NO. 250 TO BUILDING NO. 25482 ABOUT 100 FEET
 CX0314'ON THE RIGHT.  MARK IS ON TOP OF BUILDING IN THE NORTHEAST CORNER SET
 CX0314'IN A DRILL HOLE IN THE ROOF OF THE BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0312 ***********************************************************************
 CX0312  DESIGNATION -  GEORGE RM 2
 CX0312  PID         -  CX0312
 CX0312  STATE/COUNTY-  NM/OTERO
 CX0312  USGS QUAD   -  LAKE LUCERO SE (1982)
 CX0312
 CX0312                         *CURRENT SURVEY CONTROL
 CX0312  ___________________________________________________________________
 CX0312* NAD 83(1986)-  32 31 31.     (N)    106 15 45.     (W)     SCALED    
 CX0312* NAVD 88     -      1219.364  (meters)    4000.53   (feet)  ADJUSTED  
 CX0312  ___________________________________________________________________
 CX0312  GEOID HEIGHT-         -23.48  (meters)                     GEOID03
 CX0312  DYNAMIC HT  -        1217.556 (meters)    3994.60  (feet)  COMP
 CX0312  MODELED GRAV-     979,114.3   (mgal)                       NAVD 88
 CX0312
 CX0312  VERT ORDER  -  FIRST     CLASS II
 CX0312
 CX0312.The horizontal coordinates were scaled from a topographic map and have
 CX0312.an estimated accuracy of +/- 6 seconds.
 CX0312
 CX0312.The orthometric height was determined by differential leveling
 CX0312.and adjusted by the National Geodetic Survey in June 1991..
 CX0312
 CX0312.The geoid height was determined by GEOID03.
 CX0312
 CX0312.The dynamic height is computed by dividing the NAVD 88
 CX0312.geopotential number by the normal gravity value computed on the
 CX0312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0312.degrees latitude (g = 980.6199 gals.).
 CX0312
 CX0312.The modeled gravity was interpolated from observed gravity values.
 CX0312
 CX0312;                    North         East    Units  Estimated Accuracy
 CX0312;SPC NM C     -   169,110.      498,830.      MT  (+/- 180 meters Scaled)
 CX0312
 CX0312                          SUPERSEDED SURVEY CONTROL
 CX0312
 CX0312  NGVD 29 (??/??/92) 1218.779  (m)         3998.61   (f) ADJ UNCH    1 2
 CX0312
 CX0312.Superseded values are not recommended for survey control.
 CX0312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0312.See file dsdata.txt to determine how the superseded data were derived.
 CX0312
 CX0312_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR814993(NAD 83)
 CX0312_MARKER: DR = REFERENCE MARK DISK
 CX0312_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CX0312_SP_SET: BUILDING
 CX0312_STAMPING: GEORGE W.S.P.G. NO. 2 1952
 CX0312_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CX0312
 CX0312  HISTORY     - Date     Condition        Report By
 CX0312  HISTORY     - 1952     MONUMENTED       CGS
 CX0312  HISTORY     - 1968     GOOD             NGS
 CX0312
 CX0312                          STATION DESCRIPTION
 CX0312
 CX0312'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CX0312'17 MI NE FROM W S M R HDQ BLDG 100.
 CX0312'2.2 MILES EAST ALONG W.S.M.R. ROUTE NO. 2 TO A FORK FROM WHITE SANDS
 CX0312'MISSILE RANGE HEADQUARTERS BUILDING.  THENCE NORTHEAST 10.2 MILES ON
 CX0312'W.S.M.R. ROUTE NO. 250 TO A PAVED CROSSROAD, CONTINUE NORTHEAST 5.0
 CX0312'MILES ON W.S.M.R. ROUTE NO. 250 TO BUILDING NO. 25482 ABOUT 100 FEET
 CX0312'ON THE RIGHT.  MARK ON TOP OF BUILDING IN THE SOUTHEAST CORNER SET IN
 CX0312'A DRILL HOLE IN THE ROOF OF THE BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0215 ***********************************************************************
 CX0215  DESIGNATION -  GERI
 CX0215  PID         -  CX0215
 CX0215  STATE/COUNTY-  NM/DONA ANA
 CX0215  USGS QUAD   -  LAKE LUCERO (1982)
 CX0215
 CX0215                         *CURRENT SURVEY CONTROL
 CX0215  ___________________________________________________________________
 CX0215* NAD 83(1992)-  32 39 02.21286(N)    106 27 33.61817(W)     ADJUSTED  
 CX0215* NAVD 88     -      1259.309  (meters)    4131.58   (feet)  ADJUSTED  
 CX0215  ___________________________________________________________________
 CX0215  LAPLACE CORR-          -4.58  (seconds)                    DEFLEC99
 CX0215  GEOID HEIGHT-         -23.18  (meters)                     GEOID03
 CX0215  DYNAMIC HT  -        1257.473 (meters)    4125.56  (feet)  COMP
 CX0215  MODELED GRAV-     979,136.8   (mgal)                       NAVD 88
 CX0215
 CX0215  HORZ ORDER  -  FIRST
 CX0215  VERT ORDER  -  SECOND    CLASS 0
 CX0215
 CX0215.The horizontal coordinates were established by classical geodetic methods
 CX0215.and adjusted by the National Geodetic Survey in December 1993..
 CX0215
 CX0215.The orthometric height was determined by differential leveling
 CX0215.and adjusted by the National Geodetic Survey in June 1991..
 CX0215
 CX0215.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX0215
 CX0215.The geoid height was determined by GEOID03.
 CX0215
 CX0215.The dynamic height is computed by dividing the NAVD 88
 CX0215.geopotential number by the normal gravity value computed on the
 CX0215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0215.degrees latitude (g = 980.6199 gals.).
 CX0215
 CX0215.The modeled gravity was interpolated from observed gravity values.
 CX0215
 CX0215;                    North         East     Units Scale Factor Converg.
 CX0215;SPC NM C     -   183,027.467   480,361.860   MT  0.99990475   -0 06 46.6
 CX0215;SPC NM C     -   600,482.61  1,575,987.20   sFT  0.99990475   -0 06 46.6
 CX0215;UTM  13      - 3,613,495.642   363,133.691   MT  0.99983099   -0 47 14.8
 CX0215
 CX0215!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX0215!SPC NM C     -   0.99980596  x   0.99990475  =   0.99971073
 CX0215!UTM  13      -   0.99980596  x   0.99983099  =   0.99963698
 CX0215
 CX0215:                Primary Azimuth Mark                     Grid Az
 CX0215:SPC NM C     -  M 242                                    036 54 36.4
 CX0215:UTM  13      -  M 242                                    037 35 04.6
 CX0215
 CX0215|---------------------------------------------------------------------|
 CX0215| PID    Reference Object                     Distance      Geod. Az  |
 CX0215|                                                           dddmmss.s |
 CX0215| CX0061 M 242                                              0364749.8 |
 CX0215| CX0216 GERI RM 1                            10.428 METERS 08153     |
 CX0215| CX0217 GERI RM 2                            11.617 METERS 17007     |
 CX0215| CX0221 SW 30                               APPROX. 4.7 KM 3300220.6 |
 CX0215|---------------------------------------------------------------------|
 CX0215
 CX0215                          SUPERSEDED SURVEY CONTROL
 CX0215
 CX0215  NAD 83(1986)-  32 39 02.21888(N)    106 27 33.61902(W) AD(       ) 1
 CX0215  NAD 27      -  32 39 01.91020(N)    106 27 31.62795(W) AD(       ) 1
 CX0215  NGVD 29 (??/??/92) 1258.731  (m)         4129.69   (f) ADJ UNCH    2 0
 CX0215
 CX0215.Superseded values are not recommended for survey control.
 CX0215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0215.See file dsdata.txt to determine how the superseded data were derived.
 CX0215
 CX0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS6313413496(NAD 83)
 CX0215_MARKER: DS = TRIANGULATION STATION DISK
 CX0215_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CX0215_SP_SET: MONUMENT
 CX0215_STAMPING: GERI 1967
 CX0215_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX0215
 CX0215  HISTORY     - Date     Condition        Report By
 CX0215  HISTORY     - 1968     MONUMENTED       CGS
 CX0215  HISTORY     - 1968     GOOD             NGS
 CX0215
 CX0215                          STATION DESCRIPTION
 CX0215
 CX0215'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JBJ)
 CX0215'STATION IS ABOUT 18-1/2 MILES NORTH OF THE MISSILE RANGE
 CX0215'HEADQUARTERS, 18-3/4 MILES SOUTHWEST OF THE WHITE SANDS NATIONAL
 CX0215'MONUMENT AND 3/4 MILE WEST OF ROUTE 7.
 CX0215'
 CX0215'TO REACH THE STATION FROM THE MISSILE RANGE HEADQUARTERS BUILDING, GO
 CX0215'NORTH ON HEADQUARTERS AVENUE, PASSING THROUGH CHECK POINT, FOR 4.0
 CX0215'MILES TO U.S. HIGHWAY 70.  TURN RIGHT AND GO NORTHEAST ON HIGHWAY
 CX0215'70 FOR 4.25 MILES TO ROUTE 7 ON THE LEFT, TURN LEFT AND GO WEST
 CX0215'AND NORTH ON ROUTE 7 FOR 3.6 MILES TO A GRAVEL PIT ON THE LEFT.
 CX0215'CONTINUE NORTH ON ROUTE 7 FOR 5.55 MILES TO A GRAVELED SIDE ROAD ON
 CX0215'THE RIGHT, CONTINUE NORTH ON ROUTE 7 FOR 3.95 MILES TO A GRAVELED
 CX0215'SIDE ROAD ON THE LEFT.  TURN LEFT AND GO WEST ON GRAVELED ROAD FOR
 CX0215'0.8 MILE TO A SMALL METAL BUILDING ON THE LEFT AND POWER LINE POLE
 CX0215'NUMBER 14 ON THE RIGHT, CONTINUE NORTHWEST AROUND CURVE FOR 0.05
 CX0215'MILE TO A GRAVELED ROAD ON THE RIGHT.  TURN RIGHT AND GO
 CX0215'NORTHEAST ON GRAVELED ROAD FOR 0.1 MILE TO THE STATION ON THE
 CX0215'RIGHT.
 CX0215'
 CX0215'STATION MARK IS A STANDARD DISK, STAMPED GERI 1967, SET IN THE TOP OF
 CX0215'A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT PROJECTS 8 INCHES
 CX0215'ABOVE THE GROUND.  IT IS 63.0 FEET SOUTH OF THE CENTERLINE OF THE
 CX0215'GRAVELED ROAD AND 41.0 FEET NORTH OF A WITNESS POST.  THE
 CX0215'UNDERGROUND STATION MARK IS 40 INCHES BELOW THE GROUND SURFACE.
 CX0215'
 CX0215'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED GERI NO 1 1967, SET IN
 CX0215'THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 CX0215'PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS 79.0 FEET SOUTH OF THE
 CX0215'CENTERLINE OF THE ROAD, 53.4 NORTHWEST OF THE WITNESS POST, AND ABOUT
 CX0215'THE SAME IN ELEVATION AS THE STATION.
 CX0215'
 CX0215'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED GERI NO 2 1967, SET IN
 CX0215'THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 CX0215'PROJECTS 6 INCHES ABOVE THE GROUND.  IT IS 97.0 FEET SOUTH OF THE
 CX0215'CENTERLINE OF THE ROAD, 3.0 FEET NORTHWEST OF THE WITNESS POST AND
 CX0215'ABOUT THE SAME IN ELEVATION AS THE STATION.
 CX0215'
 CX0215'BENCH MARK M 242 IS A STANDARD DISK, STAMPED M 242 1952, SET IN THE
 CX0215'TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT PROJECTS
 CX0215'10 INCHES ABOVE THE GROUND.  IT IS 134.0 FEET NORTHEAST OF THE
 CX0215'CENTERLINE OF OLD ROUTE 7, 22.0 FEET SOUTH OF THE CENTERLINE OF A
 CX0215'DIRT ROAD, 104.0 FEET SOUTHWEST OF A TELEPHONE LINE POLE AND 1.5
 CX0215'FEET SOUTHEAST OF A WITNESS POST.  TO REACH THE MARK FROM THE
 CX0215'STATION, GO EAST ON GRAVELED ROAD FOR 0.8 MILE TO ROUTE 7.  TURN
 CX0215'LEFT AND GO NORTH ON ROUTE 7 FOR 2.3 MILES TO OLD ROUTE 7 ON THE
 CX0215'RIGHT, TURN RIGHT AND GO SOUTHEAST ON OLD ROUTE 7 FOR 1.35 MILES TO
 CX0215'THE MARK ON THE LEFT.
 CX0215
 CX0215                          STATION RECOVERY (1968)
 CX0215
 CX0215'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 CX0215'19.6 MI N FROM WSMR HEADQUARTERS.
 CX0215'4.2 MILES NORTH ALONG MAIN ACCESS ROAD FROM WHITE SANDS MISSILE RANGE
 CX0215'HEADQUARTERS BUILDING.  THENCE 4.6 MILES NORTHEAST ALONG U.S. HIGHWAY
 CX0215'54.  THENCE 13 MILES WEST AND NORTH ALONG WSMR ROUTE 7.  THENCE 0.9
 CX0215'MILE WEST ALONG A GRAVELED ROAD TO A FORK.  THENCE SHARP RIGHT AND GO
 CX0215'NORTHEAST ALONG A DIRT ROAD FOR 0.2 MILES.  IT IS ABOUT 540 FEET
 CX0215'NORTH-NORTHEAST OF THE NORTHEAST CORNER OF A CYCLONE FENCE AROUND MAR
 CX0215'WATERWELL NO.2, 128 FEET NORTH OF THE CENTERLINE OF A DRY WASH, 64
 CX0215'FEET SOUTH OF THE CENTERLINE OF A TRACK  ROAD, 41 FEET NORTH OF A
 CX0215'METAL WITNESS SIGN, SET IN THE TOP OF A CONCRETE MONUMENT 12 INCHES IN
 CX0215'DIAMETER THAT PROJECTS ABOUT 0.6 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0216 ***********************************************************************
 CX0216  DESIGNATION -  GERI RM 1
 CX0216  PID         -  CX0216
 CX0216  STATE/COUNTY-  NM/DONA ANA
 CX0216  USGS QUAD   -  LAKE LUCERO (1982)
 CX0216
 CX0216                         *CURRENT SURVEY CONTROL
 CX0216  ___________________________________________________________________
 CX0216* NAD 83(1986)-  32 39 02.     (N)    106 27 33.     (W)     SCALED    
 CX0216* NAVD 88     -      1259.108  (meters)    4130.92   (feet)  ADJUSTED  
 CX0216  ___________________________________________________________________
 CX0216  GEOID HEIGHT-         -23.18  (meters)                     GEOID03
 CX0216  DYNAMIC HT  -        1257.273 (meters)    4124.90  (feet)  COMP
 CX0216  MODELED GRAV-     979,136.9   (mgal)                       NAVD 88
 CX0216
 CX0216  VERT ORDER  -  SECOND    CLASS 0
 CX0216
 CX0216.The horizontal coordinates were scaled from a topographic map and have
 CX0216.an estimated accuracy of +/- 6 seconds.
 CX0216
 CX0216.The orthometric height was determined by differential leveling
 CX0216.and adjusted by the National Geodetic Survey in June 1991..
 CX0216
 CX0216.The geoid height was determined by GEOID03.
 CX0216
 CX0216.The dynamic height is computed by dividing the NAVD 88
 CX0216.geopotential number by the normal gravity value computed on the
 CX0216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0216.degrees latitude (g = 980.6199 gals.).
 CX0216
 CX0216.The modeled gravity was interpolated from observed gravity values.
 CX0216
 CX0216;                    North         East    Units  Estimated Accuracy
 CX0216;SPC NM C     -   183,020.      480,380.      MT  (+/- 180 meters Scaled)
 CX0216
 CX0216                          SUPERSEDED SURVEY CONTROL
 CX0216
 CX0216  NGVD 29 (??/??/92) 1258.531  (m)         4129.03   (f) ADJ UNCH    2 0
 CX0216
 CX0216.Superseded values are not recommended for survey control.
 CX0216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0216.See file dsdata.txt to determine how the superseded data were derived.
 CX0216
 CX0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS631134(NAD 83)
 CX0216_MARKER: DR = REFERENCE MARK DISK
 CX0216_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CX0216_SP_SET: MONUMENT
 CX0216_STAMPING: GERT NO 1 1967
 CX0216_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX0216
 CX0216  HISTORY     - Date     Condition        Report By
 CX0216  HISTORY     - 1967     MONUMENTED       CGS
 CX0216  HISTORY     - 1968     GOOD             NGS
 CX0216
 CX0216                          STATION DESCRIPTION
 CX0216
 CX0216'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CX0216'19.6 MI N FROM WSMR HEADQUARTERS.
 CX0216'4.2 MILES NORTH ALONG MAIN ACCESS ROAD FROM WHITE SANDS MISSILE RANGE
 CX0216'HEADQUARTERS BUILDING.  THENCE 4.6 MILES NORTHEAST ALONG U.S. HIGHWAY
 CX0216'70.  THENCE 13 MILES WEST AND NORTH ALONG WSMR ROUTE 7.  THENCE 0.9
 CX0216'MILE WEST ALONG A GRAVELED ROAD TO A FORK.  THENCE SHARP RIGHT AND GO
 CX0216'NORTHEAST ALONG A DIRT ROAD FOR 0.2 MILE.  IT IS 83 FEET SOUTH OF THE
 CX0216'CENTERLINE OF A TRACK ROAD, 53.5 FEET NORTHEAST OF A METAL WITNESS
 CX0216'SIGN, SET IN THE TOP OF A CONCRETE MONUMENT 12 INCHES IN DIAMETER THAT
 CX0216'PROJECTS ABOUT 0.3 FOOT ABOVE THE SURFACE OF THE GROUND AND IS ABOUT
 CX0216'THE SAME ELEVATION AS THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0217 ***********************************************************************
 CX0217  DESIGNATION -  GERI RM 2
 CX0217  PID         -  CX0217
 CX0217  STATE/COUNTY-  NM/DONA ANA
 CX0217  USGS QUAD   -  LAKE LUCERO (1982)
 CX0217
 CX0217                         *CURRENT SURVEY CONTROL
 CX0217  ___________________________________________________________________
 CX0217* NAD 83(1986)-  32 39 01.     (N)    106 27 33.     (W)     SCALED    
 CX0217* NAVD 88     -      1259.253  (meters)    4131.40   (feet)  ADJUSTED  
 CX0217  ___________________________________________________________________
 CX0217  GEOID HEIGHT-         -23.18  (meters)                     GEOID03
 CX0217  DYNAMIC HT  -        1257.417 (meters)    4125.38  (feet)  COMP
 CX0217  MODELED GRAV-     979,136.8   (mgal)                       NAVD 88
 CX0217
 CX0217  VERT ORDER  -  SECOND    CLASS 0
 CX0217
 CX0217.The horizontal coordinates were scaled from a topographic map and have
 CX0217.an estimated accuracy of +/- 6 seconds.
 CX0217
 CX0217.The orthometric height was determined by differential leveling
 CX0217.and adjusted by the National Geodetic Survey in June 1991..
 CX0217
 CX0217.The geoid height was determined by GEOID03.
 CX0217
 CX0217.The dynamic height is computed by dividing the NAVD 88
 CX0217.geopotential number by the normal gravity value computed on the
 CX0217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0217.degrees latitude (g = 980.6199 gals.).
 CX0217
 CX0217.The modeled gravity was interpolated from observed gravity values.
 CX0217
 CX0217;                    North         East    Units  Estimated Accuracy
 CX0217;SPC NM C     -   182,990.      480,380.      MT  (+/- 180 meters Scaled)
 CX0217
 CX0217                          SUPERSEDED SURVEY CONTROL
 CX0217
 CX0217  NGVD 29 (??/??/92) 1258.676  (m)         4129.51   (f) ADJ UNCH    2 0
 CX0217
 CX0217.Superseded values are not recommended for survey control.
 CX0217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0217.See file dsdata.txt to determine how the superseded data were derived.
 CX0217
 CX0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS631134(NAD 83)
 CX0217_MARKER: DR = REFERENCE MARK DISK
 CX0217_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CX0217_SP_SET: MONUMENT
 CX0217_STAMPING: GERI NO 2 1967
 CX0217_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX0217
 CX0217  HISTORY     - Date     Condition        Report By
 CX0217  HISTORY     - 1967     MONUMENTED       CGS
 CX0217  HISTORY     - 1968     GOOD             NGS
 CX0217
 CX0217                          STATION DESCRIPTION
 CX0217
 CX0217'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CX0217'19.6 MI N FROM WSMR HEADQUARTERS.
 CX0217'4.2 MILES NORTH ALONG MAIN ACCESS ROAD FROM WHITE SANDS MISSILE RANGE
 CX0217'HEADQUARTERS BUILDING.  THENCE 4.6 MILES NORTHEAST ALONG U.S. HIGHWAY
 CX0217'70.  THENCE 13 MILES WEST AND NORTH ALONG WSMR ROUTE 7.  THENCE 0.9
 CX0217'MILE WEST ALONG A GRAVELED ROAD TO A FORK.  THENCE SHARP RIGHT AND GO
 CX0217'NORTHEAST ALONG A DIRT ROAD FOR 0.2 MILE.  IT IS 96.5 FEET SOUTH OF
 CX0217'THE CENTERLINE OF A TRACK ROAD, 92 FEET NORTH OF A DRY WASH, 3 FEET
 CX0217'NORTHEAST OF A METAL WITNESS SIGN, SET IN THE TOP OF A CONCRETE
 CX0217'MONUMENT 12 INCHES IN DIAMETER THAT PROJECTS ABOUT 0.6 FOOT AND IS
 CX0217'ABOUT THE SAME ELEVATION AS THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0974 ***********************************************************************
 CW0974  DESIGNATION -  GETTY
 CW0974  PID         -  CW0974
 CW0974  STATE/COUNTY-  NM/EDDY
 CW0974  USGS QUAD   -  ILLINOIS CAMP SE (1985)
 CW0974
 CW0974                         *CURRENT SURVEY CONTROL
 CW0974  ___________________________________________________________________
 CW0974* NAD 83(1992)-  32 30 39.54795(N)    104 00 43.52505(W)     ADJUSTED  
 CW0974* NAVD 88     -      1075.     (meters)    3527.     (feet)  SCALED    
 CW0974  ___________________________________________________________________
 CW0974  LAPLACE CORR-           0.77  (seconds)                    DEFLEC99
 CW0974  GEOID HEIGHT-         -24.04  (meters)                     GEOID03
 CW0974
 CW0974  HORZ ORDER  -  THIRD
 CW0974
 CW0974.The horizontal coordinates were established by classical geodetic methods
 CW0974.and adjusted by the National Geodetic Survey in December 1993..
 CW0974
 CW0974.The orthometric height was scaled from a topographic map.
 CW0974
 CW0974.The Laplace correction was computed from DEFLEC99 derived deflections.
 CW0974
 CW0974.The geoid height was determined by GEOID03.
 CW0974
 CW0974;                    North         East     Units Scale Factor Converg.
 CW0974;SPC NM E     -   167,572.205   195,183.033   MT  0.99992032   +0 10 21.6
 CW0974;SPC NM E     -   549,776.48    640,363.00   sFT  0.99992032   +0 10 21.6
 CW0974;UTM  13      - 3,597,506.865   592,794.091   MT  0.99970618   +0 31 51.6
 CW0974
 CW0974!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CW0974!SPC NM E     -   0.99983494  x   0.99992032  =   0.99975527
 CW0974!UTM  13      -   0.99983494  x   0.99970618  =   0.99954117
 CW0974
 CW0974                          SUPERSEDED SURVEY CONTROL
 CW0974
 CW0974  NAD 83(1986)-  32 30 39.54767(N)    104 00 43.51550(W) AD(       ) 3
 CW0974
 CW0974.Superseded values are not recommended for survey control.
 CW0974.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0974.See file dsdata.txt to determine how the superseded data were derived.
 CW0974
 CW0974_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SER9279497507(NAD 83)
 CW0974_MARKER: DS = TRIANGULATION STATION DISK
 CW0974_SETTING: 0 = UNSPECIFIED SETTING
 CW0974_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CW0974
 CW0974  HISTORY     - Date     Condition        Report By
 CW0974  HISTORY     - 1934     MONUMENTED       USGS
 CW0974
 CW0974                          STATION DESCRIPTION
 CW0974
 CW0974'DESCRIBED BY US GEOLOGICAL SURVEY 1934
 CW0974'LOCATED ABOUT 13 MI. NE. OF CARLSBAD AND 4.5 MI.
 CW0974'FROM CAMP OF U.S. POTASH COMPANY, ON HIGH POINT OF E-W.
 CW0974'RIDGE IN SAND DUNE.
 CW0974'
 CW0974'TO REACH FROM JUNCTION OF U.S. HIGHWAY 62 AND GETTY OIL FIELD ROAD,
 CW0974'GO E. ON U.S. HIGHWAY 62 1 MI., TURN RIGHT (S.) ACROSS COUNTRY 1.5
 CW0974'MI. TO STATION.  (REPORTED DESTROYED IN 1945 BY W. E. GRIMES,
 CW0974'SURVEYOR CONTINENTAL OIL COMPANY.)
 CW0974'
 CW0974'STATION MARK--STANDARD TABLET STAMPED---D 1934 GETTY---, SET IN
 CW0974'CONCRETE POST.
 CW0974'
 CW0974'REFERENCE MARK NO. 1--STANDARD REFERENCE TABLET STAMPED---NO. 1---,
 CW0974'SET IN CONCRETE POST, 37.16 FT. FROM STATION MARK.
 CW0974'
 CW0974'REFERENCE MARK NO. 2--STANDARD REFERENCE TABLET STAMPED---NO. 2---,
 CW0974'SET IN CONCRETE POST, 48.07 FT. FROM STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0051 ***********************************************************************
 CW0051  DESIGNATION -  GF 1
 CW0051  PID         -  CW0051
 CW0051  STATE/COUNTY-  NM/EDDY
 CW0051  USGS QUAD   -  DAYTON (1975)
 CW0051
 CW0051                         *CURRENT SURVEY CONTROL
 CW0051  ___________________________________________________________________
 CW0051* NAD 83(1986)-  32 43 34.     (N)    104 23 04.     (W)     SCALED    
 CW0051* NAVD 88     -      1031.601  (meters)    3384.51   (feet)  ADJUSTED  
 CW0051  ___________________________________________________________________
 CW0051  GEOID HEIGHT-         -23.29  (meters)                     GEOID03
 CW0051  DYNAMIC HT  -        1030.165 (meters)    3379.80  (feet)  COMP
 CW0051  MODELED GRAV-     979,210.8   (mgal)                       NAVD 88
 CW0051
 CW0051  VERT ORDER  -  FIRST     CLASS II
 CW0051
 CW0051.The horizontal coordinates were scaled from a topographic map and have
 CW0051.an estimated accuracy of +/- 6 seconds.
 CW0051
 CW0051.The orthometric height was determined by differential leveling
 CW0051.and adjusted by the National Geodetic Survey in June 1991..
 CW0051
 CW0051.The geoid height was determined by GEOID03.
 CW0051
 CW0051.The dynamic height is computed by dividing the NAVD 88
 CW0051.geopotential number by the normal gravity value computed on the
 CW0051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0051.degrees latitude (g = 980.6199 gals.).
 CW0051
 CW0051.The modeled gravity was interpolated from observed gravity values.
 CW0051
 CW0051;                    North         East    Units  Estimated Accuracy
 CW0051;SPC NM E     -   191,380.      160,210.      MT  (+/- 180 meters Scaled)
 CW0051
 CW0051                          SUPERSEDED SURVEY CONTROL
 CW0051
 CW0051.No superseded survey control is available for this station.
 CW0051
 CW0051_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES576210(NAD 83)
 CW0051_MARKER: DD = SURVEY DISK
 CW0051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CW0051_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CW0051_STAMPING: G F 1 1947 3384
 CW0051_MARK LOGO: USGS  
 CW0051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CW0051+STABILITY: SURFACE MOTION
 CW0051
 CW0051  HISTORY     - Date     Condition        Report By
 CW0051  HISTORY     - 1947     MONUMENTED       USGS
 CW0051  HISTORY     - 1957     GOOD             NGS
 CW0051  HISTORY     - 1982     GOOD             NGS
 CW0051
 CW0051                          STATION DESCRIPTION
 CW0051
 CW0051'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 CW0051'8.1 MI S FROM ARTESIA.
 CW0051'ABOUT 8.1 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 CW0051'FROM THE STATION AT ARTESIA, 91 FEET NORTHEAST OF AND ACROSS THE TRACK
 CW0051'FROM MILEPOST 158, 56 FEET EAST OF THE EAST RAIL, 1 POLE SOUTH OF THE
 CW0051'DAYTON SIDING SIGN, 112 FEET NORTHEAST OF THE CENTER OF A ROAD
 CW0051'CROSSING, 92 FEET NORTH OF THE CENTER LINE OF A ROAD, 11 1/2 FEET
 CW0051'SOUTH-SOUTHEAST OF A TELEPHONE POLE, 3 FEET WEST OF A WHITE WOODEN
 CW0051'WITNESS POST, 1 FOOT BELOW THE LEVEL OF THE TRACK, AND IN THE TOP OF A
 CW0051'CONCRETE POST PROJECTING 6 INCHES.
 CW0051
 CW0051                          STATION RECOVERY (1982)
 CW0051
 CW0051'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CW0051'RECOVERED IN GOOD CONDITION.  THE 1957 DESCRIPTION IS ADEQUATE
 CW0051'EXCEPT ADD
 CW0051'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0053 ***********************************************************************
 CW0053  DESIGNATION -  GF 2
 CW0053  PID         -  CW0053
 CW0053  STATE/COUNTY-  NM/EDDY
 CW0053  USGS QUAD   -  DAYTON (1975)
 CW0053
 CW0053                         *CURRENT SURVEY CONTROL
 CW0053  ___________________________________________________________________
 CW0053* NAD 83(1986)-  32 41 49.     (N)    104 22 55.     (W)     SCALED    
 CW0053* NAVD 88     -      1025.537  (meters)    3364.62   (feet)  POSTED    
 CW0053  ___________________________________________________________________
 CW0053  GEOID HEIGHT-         -23.34  (meters)                     GEOID03
 CW0053  DYNAMIC HT  -        1024.110 (meters)    3359.93  (feet)  COMP
 CW0053  MODELED GRAV-     979,208.1   (mgal)                       NAVD 88
 CW0053
 CW0053  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 CW0053
 CW0053.The horizontal coordinates were scaled from a topographic map and have
 CW0053.an estimated accuracy of +/- 6 seconds.
 CW0053
 CW0053.The orthometric height was determined by differential leveling
 CW0053.and adjusted by the National Geodetic Survey in 1992..
 CW0053.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 CW0053.rate of 0.0 thru 1.0 mm/km.
 CW0053
 CW0053.The geoid height was determined by GEOID03.
 CW0053
 CW0053.The dynamic height is computed by dividing the NAVD 88
 CW0053.geopotential number by the normal gravity value computed on the
 CW0053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0053.degrees latitude (g = 980.6199 gals.).
 CW0053
 CW0053.The modeled gravity was interpolated from observed gravity values.
 CW0053
 CW0053;                    North         East    Units  Estimated Accuracy
 CW0053;SPC NM E     -   188,150.      160,440.      MT  (+/- 180 meters Scaled)
 CW0053
 CW0053                          SUPERSEDED SURVEY CONTROL
 CW0053
 CW0053  NGVD 29 (??/??/92) 1025.060  (m)         3363.05   (f) ADJ UNCH    1 2
 CW0053
 CW0053.Superseded values are not recommended for survey control.
 CW0053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0053.See file dsdata.txt to determine how the superseded data were derived.
 CW0053
 CW0053_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES579178(NAD 83)
 CW0053_MARKER: DD = SURVEY DISK
 CW0053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CW0053_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CW0053_STAMPING: G F 2 1947 3362
 CW0053_MARK LOGO: USGS  
 CW0053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CW0053+STABILITY: SURFACE MOTION
 CW0053
 CW0053  HISTORY     - Date     Condition        Report By
 CW0053  HISTORY     - 1947     MONUMENTED       USGS
 CW0053  HISTORY     - 1957     GOOD             NGS
 CW0053  HISTORY     - 1982     GOOD             NGS
 CW0053
 CW0053                          STATION DESCRIPTION
 CW0053
 CW0053'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 CW0053'10.1 MI S FROM ARTESIA.
 CW0053'ABOUT 10.1 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 CW0053'FROM THE STATION AT ARTESIA, 103 FEET SOUTHWEST OF MILEPOST 160, 95
 CW0053'FEET WEST OF THE WEST RAIL, 54 FEET SOUTHWEST OF A TELEPHONE POLE, 5
 CW0053'FEET SOUTH OF A FENCE CORNER, 2 FEET EAST OF A FENCE, 2 FEET NORTH OF
 CW0053'A WHITE WOODEN WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE
 CW0053'TRACK, AND IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 CW0053
 CW0053                          STATION RECOVERY (1982)
 CW0053
 CW0053'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CW0053'RECOVERED IN GOOD CONDITION.  THE 1957 DESCRIPTION IS ADEQUATE EXCEPT
 CW0053'THAT THE DESCRIPTION STATES THE DISK IS STAMPED G F 2 3362 1947 BUT IS
 CW0053'ACTUALLY STAMPED G F 2 3363 1947.  NOTE=DUE TO RE-ROUTING OF THE LEVEL
 CW0053'LINE, THIS MARK WILL NOT BE LEVELED TO THIS SURVEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1586 ***********************************************************************
 FO1586  DESIGNATION -  GIANT
 FO1586  PID         -  FO1586
 FO1586  STATE/COUNTY-  NM/VALENCIA
 FO1586  USGS QUAD   -  MESA GIGANTE (1974)
 FO1586
 FO1586                         *CURRENT SURVEY CONTROL
 FO1586  ___________________________________________________________________
 FO1586* NAD 83(1992)-  35 02 48.61537(N)    107 10 34.16361(W)     ADJUSTED  
 FO1586* NAVD 88     -      2028.91   (+/-2cm)    6656.5    (feet)  VERTCON   
 FO1586  ___________________________________________________________________
 FO1586  LAPLACE CORR-          -2.15  (seconds)                    DEFLEC99
 FO1586  GEOID HEIGHT-         -21.08  (meters)                     GEOID03
 FO1586
 FO1586  HORZ ORDER  -  THIRD
 FO1586  VERT ORDER  -  THIRD ? (See Below)
 FO1586
 FO1586.The horizontal coordinates were established by classical geodetic methods
 FO1586.and adjusted by the National Geodetic Survey in December 1993..
 FO1586
 FO1586.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1586.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1586.The vertical order pertains to the NGVD 29 superseded value.
 FO1586
 FO1586.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1586
 FO1586.The geoid height was determined by GEOID03.
 FO1586
 FO1586;                    North         East     Units Scale Factor Converg.
 FO1586;SPC NM C     -   449,162.070   415,508.254   MT  0.99998795   -0 31 54.7
 FO1586;SPC NM C     - 1,473,625.89  1,363,213.33   sFT  0.99998795   -0 31 54.7
 FO1586;SPC NM W     -   448,974.837   889,953.715   MT  0.99996095   +0 22 38.6
 FO1586;SPC NM W     - 1,473,011.61  2,919,789.81   sFT  0.99996095   +0 22 38.6
 FO1586;UTM  13      - 3,880,402.296   301,518.949   MT  1.00008554   -1 15 00.2
 FO1586
 FO1586!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1586!SPC NM C     -   0.99968494  x   0.99998795  =   0.99967289
 FO1586!SPC NM W     -   0.99968494  x   0.99996095  =   0.99964590
 FO1586!UTM  13      -   0.99968494  x   1.00008554  =   0.99977045
 FO1586
 FO1586:                Primary Azimuth Mark                     Grid Az
 FO1586:SPC NM C     -  GIANT AZ MK                              273 27 44.3
 FO1586:SPC NM W     -  GIANT AZ MK                              272 33 11.0
 FO1586:UTM  13      -  GIANT AZ MK                              274 10 49.8
 FO1586
 FO1586|---------------------------------------------------------------------|
 FO1586| PID    Reference Object                     Distance      Geod. Az  |
 FO1586|                                                           dddmmss.s |
 FO1586| CD3446 GIANT AZ MK                                        2725549.6 |
 FO1586| CD3447 GIANT RM 1                           16.425 METERS 28734     |
 FO1586| CD3448 GIANT RM 2                           10.326 METERS 35830     |
 FO1586|---------------------------------------------------------------------|
 FO1586
 FO1586                          SUPERSEDED SURVEY CONTROL
 FO1586
 FO1586  NAD 83(1986)-  35 02 48.61847(N)    107 10 34.16546(W) AD(       ) 3
 FO1586  NAD 27      -  35 02 48.45640(N)    107 10 32.02450(W) AD(       ) 3
 FO1586  NGVD 29 (07/19/86) 2028.00   (m)         6653.5    (f) LEVELING    3  
 FO1586
 FO1586.Superseded values are not recommended for survey control.
 FO1586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1586.See file dsdata.txt to determine how the superseded data were derived.
 FO1586
 FO1586_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU0151980402(NAD 83)
 FO1586_MARKER: DB = BENCH MARK DISK
 FO1586_SETTING: 66 = SET IN ROCK OUTCROP
 FO1586_SP_SET: PARTIALLY EXPOSED BEDROCK
 FO1586_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FO1586
 FO1586  HISTORY     - Date     Condition        Report By
 FO1586  HISTORY     - 1958     MONUMENTED       CGS
 FO1586  HISTORY     - 1958     GOOD             CGS
 FO1586
 FO1586                          STATION DESCRIPTION
 FO1586
 FO1586'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RLE)
 FO1586'THE STATION IS LOCATED ABOUT 6 MILES NORTH OF CORREO ON THE
 FO1586'HIGHEST POINT OF A HIGH MESA KNOWN AS MESA GIGANTE.  IT IS
 FO1586'ABOUT 20 FEET WEST OF THE MOST EASTERLY POINT OF THE MESA.
 FO1586'THE MARK IS A STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK
 FO1586'SET IN A LARGE EXPANSE OF SMOOTH, FLAT BEDROCK AND STAMPED
 FO1586'6657 GIANT VABM 1952.
 FO1586'
 FO1586'REFERENE MARK NO. 1 IS 10 FEET NORTH OF A BLUFF, 8 FEET WEST
 FO1586'OF A LARGE CRACK IN THE BEDROCK AND 1 FOOT EAST OF A CAIRN.
 FO1586'THE MARK IS SET IN A LARGE EXPANSE OF SMOOTH, FLAT BEDROCK
 FO1586'AND IS STAMPED GIANT USGS NO 1 1958.
 FO1586'
 FO1586'REFERENCE MARK NO. 2 IS 6 FEET SOUTH OF A BLUFF.  THE MARK
 FO1586'IS SET IN A LARGE EXPANSE OF SMOOTH, FLAT BEDROCK AND IS
 FO1586'STAMPED GIANT USGS NO 2 1958.
 FO1586'
 FO1586'THE AZIMUTH MARK IS SET IN A LARGE, FLAT, OVERHANGING BOULDER
 FO1586'AT THE SOUTH EDGE OF THE MESA.  IT IS 3 FEET NORTHEAST OF A CAIRN
 FO1586'AND 1 FOOT NORTH OF A BLUFF.  THE MARK IS STAMPED GIANT USGS
 FO1586'1958.
 FO1586'
 FO1586'TO REACH THE STATION FROM THE POST OFFICE IN OLD LAGUNA PUEBLO,
 FO1586'GO NORTH ON DIRT ROAD FOR 0.1 MILE TO U.S. HIGHWAY 66, CROSS
 FO1586'U.S. HIGHWAY 66 AND CONTINUE NORTHERLY ON DIRT ROAD FOR 1.9
 FO1586'MILES TO A RAILROAD TRACKS, CROSS TRACKS AND CONTINUE ON DIRT
 FO1586'ROAD FOR 0.5 MILE TO A FORK, TAKE RIGHT FORK AND GO EASTERLY
 FO1586'ON BLADED ROAD FOR 0.7 MILE TO A 3-WAY FORK, TAKE CENTER
 FO1586'ROAD, STRAIGHT AHEAD, FOR 0.6 MILE TO A FORK, TAKE RIGHT
 FO1586'FORK, STRAIGHT AHEAD, ACROSS RAILROAD TRACKS FOR 0.4 MILE
 FO1586'TO A FORK, TAKE LEFT FORK, STRAIGHT AHEAD FOR 2.5 MILES TO
 FO1586'A GATE, PASS THROUGH GATE AND CONTINUE 0.15 MILE TO A FORK,
 FO1586'TAKE RIGHT FORK AND GO 0.55 MILE TO A FORK JUST BEFORE
 FO1586'REACHING A WINDMILL, TAKE RIGHT FORK AND GO 2.05 MILES TO
 FO1586'A FORK AND USGS BM 5773 4FTM ON LEFT BETWEEN TWO DRY
 FO1586'WASHES, TAKE RIGHT FORK AND CROSS THE SECOND DRY WASH AND
 FO1586'GO 0.2 MILE TO A DIM FORK, (JUST BEFORE REACHING
 FO1586'ANOTHER FORK) TAKE LEFT FORK AND GO ON DIM TRACK ROAD FOR
 FO1586'2.4 MILES TO A REVERSE Y INTERSECTION JUST BEFORE STARTING
 FO1586'UP MESA, CONTINUE ON DIM TRACK ROAD FOR 1.5 MILES TO
 FO1586'TOP OF MESA, THEN GO SOUTHERLY ON MAIN TRACK ROAD FOR 1.3
 FO1586'MILES TO AN OLD ADOBE HOUSE ON LEFT, CONTINUE ON TRACK
 FO1586'ROAD FOR 0.5 MILE TO A FORK, TAKE LEFT FORK FOR 0.5 MILE TO
 FO1586'A FORK, TAKE LEFT FORK FOR 0.25 MILE TO A WIRE GATE,
 FO1586'PASS THROUGH GATE AND GO EASTERLY ON DIM TRACK ROAD FOR
 FO1586'0.85 MILE TO A WINDMILL AND STEEL TANK ON LEFT, HERE TURN
 FO1586'RIGHT AND GO SOUTHERLY CROSS-COUNTRY FOR 1.0 MILE, THENCE
 FO1586'LEFT, EAST, FOR 0.8 MILE TO HIGHEST POINT AND EAST END
 FO1586'OF MESA AND STATION AS DESCRIBED.
 FO1586'
 FO1586'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WESTERLY ALONG
 FO1586'SOUTH EDGE OF MESA FOR 0.4 MILE TO THE MARK ON LEFT AS DESCRIBED.
 FO1586
 FO1586                          STATION RECOVERY (1958)
 FO1586
 FO1586'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 FO1586'STATION IS LOCATED APPROXIMATELY 4.5 MI. (AIRLINE) N. OF CORREO.
 FO1586'STATION IS LOCATED ON THE SE. END OF SMALL MESA WHICH IS ON TOP OF
 FO1586'GIGANTE MESA.
 FO1586'
 FO1586'STATION IS BEST REACHED BY GOING W. FROM ALBUQUERQUE ON HIGHWAY 66 TO
 FO1586'INDIAN VILLAGE OF MESITA.  AT MESITA CROSS THE RAILROAD TRACK AT USGS
 FO1586'B.M. 1 FTM.  TURN RIGHT, THENCE E. 1.1 MI. TO GATE.  CONTINUE ON E.
 FO1586'0.1 MI. TO T-RD.  TURN LEFT AND GO N. 4.9 MI. TO WHERE RD. CROSSES
 FO1586'STREAMBED.  USGS B.M. 4 FTM IS LOCATED ON E. SIDE OF STREAM CROSSING.
 FO1586'THERE ARE THREE RDS. BRANCHING OUT FROM HERE.  TAKE THE MIDDLE RD.
 FO1586'AND CONTINUE ON E. 4.0 MI. TO TOP OF MESA AND RD. FORK.  TAKE RIGHT
 FO1586'FORK AND GO S. 2.7 MI. TO GATE AND FENCE.  THIS IS E. BOUNDARY OF
 FO1586'LAGUNA INDIAN RESERVATION.  FROM THE GATE GO SE. 2.1 MI. TO THE SE.
 FO1586'END OF SMALL MESA AND STATION.
 FO1586'
 FO1586'RECOVERED BY NGS IN 1958.  DESCRIPTION AND POSITION LISTED IN NGS
 FO1586'QUAD 35107-2, STATION 1014.
 FO1586'
 FO1586'STATION MARK--A STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK SET IN A
 FO1586'LARGE EXPANSE OF SMOOTH, FLAT BEDROCK, AND STAMPED---6657 GIANT
 FO1586'VABM 1952---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0654 ***********************************************************************
 GN0654  DESIGNATION -  GIANT
 GN0654  PID         -  GN0654
 GN0654  STATE/COUNTY-  NM/SAN JUAN
 GN0654  USGS QUAD   -  HUERFANITO PEAK (1985)
 GN0654
 GN0654                         *CURRENT SURVEY CONTROL
 GN0654  ___________________________________________________________________
 GN0654* NAD 83(1992)-  36 36 23.48761(N)    107 48 23.32405(W)     ADJUSTED  
 GN0654* NAVD 88     -      2173.3    (meters)    7130.     (feet)  VERTCON   
 GN0654  ___________________________________________________________________
 GN0654  LAPLACE CORR-           2.54  (seconds)                    DEFLEC99
 GN0654  GEOID HEIGHT-         -20.80  (meters)                     GEOID03
 GN0654
 GN0654  HORZ ORDER  -  FIRST
 GN0654
 GN0654.The horizontal coordinates were established by classical geodetic methods
 GN0654.and adjusted by the National Geodetic Survey in December 1993..
 GN0654
 GN0654.The NAVD 88 height was computed by applying the VERTCON shift value to
 GN0654.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GN0654
 GN0654.The Laplace correction was computed from DEFLEC99 derived deflections.
 GN0654
 GN0654.The geoid height was determined by GEOID03.
 GN0654
 GN0654;                    North         East     Units Scale Factor Converg.
 GN0654;SPC NM W     -   621,819.612   832,402.418   MT  0.99991674   +0 00 57.6
 GN0654;SPC NM W     - 2,040,086.51  2,730,973.60   sFT  0.99991674   +0 00 57.6
 GN0654;UTM  13      - 4,054,891.984   248,980.503   MT  1.00037638   -1 40 27.9
 GN0654
 GN0654!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GN0654!SPC NM W     -   0.99966230  x   0.99991674  =   0.99957907
 GN0654!UTM  13      -   0.99966230  x   1.00037638  =   1.00003855
 GN0654
 GN0654:                Primary Azimuth Mark                     Grid Az
 GN0654:SPC NM W     -  GIANT AZ MK                              047 48 23.6
 GN0654:UTM  13      -  GIANT AZ MK                              049 29 49.1
 GN0654
 GN0654|---------------------------------------------------------------------|
 GN0654| PID    Reference Object                     Distance      Geod. Az  |
 GN0654|                                                           dddmmss.s |
 GN0654| CD3443 GIANT AZ MK                                        0474921.2 |
 GN0654| CD3444 GIANT RM 1                            9.192 METERS 11240     |
 GN0654| CD3445 GIANT RM 2                           14.871 METERS 17053     |
 GN0654|---------------------------------------------------------------------|
 GN0654
 GN0654                          SUPERSEDED SURVEY CONTROL
 GN0654
 GN0654  NAD 83(1992)-  36 36 23.48550(N)    107 48 23.32663(W) AD(       ) 1
 GN0654  NAD 83(1986)-  36 36 23.48290(N)    107 48 23.33157(W) AD(       ) 1
 GN0654  NAD 27      -  36 36 23.45780(N)    107 48 21.11700(W) AD(       ) 1
 GN0654  NGVD 29 (07/19/86) 2172.3    (m)         7127.     (f) VERT ANG       
 GN0654
 GN0654.Superseded values are not recommended for survey control.
 GN0654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0654.See file dsdata.txt to determine how the superseded data were derived.
 GN0654
 GN0654_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBA4898154892(NAD 83)
 GN0654_MARKER: DS = TRIANGULATION STATION DISK
 GN0654_SETTING: 66 = SET IN ROCK OUTCROP
 GN0654_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 GN0654
 GN0654  HISTORY     - Date     Condition        Report By
 GN0654  HISTORY     - 1945     MONUMENTED       CGS
 GN0654  HISTORY     - 1956     GOOD             USGS
 GN0654  HISTORY     - 1958     GOOD             CGS
 GN0654
 GN0654                          STATION DESCRIPTION
 GN0654
 GN0654'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (RAM)
 GN0654'STATION IS ON ONE OF THE HIGHEST POINTS OF GIANT OR HIGANTE
 GN0654'MESA, A HIGH, FLAT-TOPPED MESA LYING ABOUT 24 MILES ESE OF
 GN0654'FARMINGTON, 10 MILES SE OF BLOOMFIELD, AND 8 MILES S OF BLANCO.
 GN0654'THIS MESA IS ABOUT 5 MILES LONG, EXTENDING NE AND SW, AND
 GN0654'IS GENERALLY ABOUT 1/2 MILE WIDE.  THE STATION IS NEAR THE
 GN0654'MIDDLE, LENGTHWISE, AND ON THE SE SIDE OF THE TOP.  IT IS
 GN0654'THE HIGHEST POINT IN THE IMMEDIATE VICINITY BUT THE MESA TOP
 GN0654'TO THE SW IS ABOUT AS HIGH OR HIGHER.  AS VIEWED FROM THE
 GN0654'S THE STATION IS ON THE THIRD HIGH TOP FROM THE W END.
 GN0654'
 GN0654'TO REACH STATION FROM BLOOMFIELD, GO S 0.8 MILE ON STATE
 GN0654'HIGHWAY 44 TO S END OF BRIDGE ACROSS SAN JUAN RIVER, TURN
 GN0654'RIGHT AND CONTINUE ON THE SAME ROAD 16.8 MILES TO A TRACK
 GN0654'CROSS ROAD 0.5 MILE AFTER CROSSING A CULVERT WHERE THE ROAD
 GN0654'DIPS DOWN THROUGH A WASH.  TURN LEFT OFF THE HIGHWAY AND FOLLOW
 GN0654'THE TRACK ROAD E 0.7 MILE TO A CROSS ROAD, KEEP STRAIGHT AND
 GN0654'CONTINUE 0.5 MILE, TAKE THE LEFT FORK FOR 1.9 MILES TO ANOTHER
 GN0654'FORK.  HERE TAKE THE LEFT FORK AGAIN, PASSING TO THE RIGHT
 GN0654'OF AN OIL DERRICK, FOR 2.8 MILES, THENCE TAKE A RIGHT FORK
 GN0654'AND CONTINUE 3.1 MILES TO WHERE TWO WASHES COME TOGETHER,
 GN0654'ONE FROM THE RIGHT AND ONE FROM THE LEFT.  (THIS IS THE
 GN0654'TURN-OFF FOR STATION HUERFANITA (U.S.G.S.) 1934.) CONTINUE ON
 GN0654'THE MAIN TRACK ROAD 1.8 MILES TO A GATE, THEN CONTINUE
 GN0654'0.7 MILE, TAKE A LEFT FORK 0.2 MILE TO A SANDY WASH.  CROSS
 GN0654'WASH AND KEEP THE LEFT FORK AT THE TOP OF THE BANK,
 GN0654'THENCE CONTINUE 1.0 MILE TO ANOTHER GATE.  CONTINUE 1.4
 GN0654'MILES, CROSSING WIDE SANDY WASHES AND CONTINUING ON THE
 GN0654'TRACK ROAD TO ITS END AT A CORRAL AND SMALL SHACK UNDER
 GN0654'AN OVERHANGING CLIFF.  FROM HERE THE STATION IS ABOUT 1 MILE
 GN0654'(AIR LINE) N.  PACK ALONG TRAIL WHICH GOES OVER CLIFFS
 GN0654'AND ALONG A RIDGE ABOUT 1/4 MILE TO A PROMINENT ROCK
 GN0654'POINT ON THE LEFT.  CIRCLE AROUND THE RIGHT SIDE OF THE
 GN0654'TOP OF THIS POINT, THENCE TO THE LEFT AND UP ONTO THE
 GN0654'RIDGE WHICH JOINS IT TO THE MESA.  GO ALONG RIDGE TOWARDS
 GN0654'MESA UNTIL ANOTHER HIGH ROCK POINT IS REACHED.  GO ALONG A
 GN0654'TRAIL UP THE LEFT SIDE OF THIS POINT AND UP ONTO THE TOP,
 GN0654'THENCE ALONG IT TOWARDS THE MAIN MESA.  CLIMB OVER THE
 GN0654'NEXT SET OF CLIFFS ONTO A SHELF BELOW THE TOP RIMROCK.
 GN0654'PACK RIGHT ALONG THIS SHELF TO WHERE A SANDY RIDGE NEARLY BLOCKS
 GN0654'IT OFF, THENCE CLIMB UP THIS RIDGE AND THROUGH A BREAK IN THE
 GN0654'RIMROCK TO THE TOP.  GO TO THE RIGHT ALONG THE FRONT OF THE
 GN0654'TOP FOR A SHORT DISTANCE TO THE HIGHEST POINT AND THE STATION.
 GN0654'
 GN0654'STATION MARK IS A BRONZE STATION DISK STAMPED GIANT 1945
 GN0654'AND IS SET IN A DRILL HOLE IN BEDROCK FLUSH WITH THE GROUND.
 GN0654'IT IS LOCATED ON THE HIGHEST POINT IN THE VICINITY WHICH
 GN0654'IS ABOUT 125 FEET NW OF THE SE EDGE OF THE MESA.
 GN0654'
 GN0654'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK STAMPED GIANT
 GN0654'NO 1 1945 AND IS SET IN A DRILL HOLE IN BEDROCK FLUSH WITH
 GN0654'THE GROUND.  IT IS LOCATED ESE OF THE STATION AND ABOUT 3
 GN0654'FEET LOWER.
 GN0654'
 GN0654'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK STAMPED GIANT
 GN0654'NO 2 1945 AND IS SET IN A DRILL HOLE IN BEDROCK PROJECTING ABOUT
 GN0654'1 FOOT ABOVE THE GROUND.  IT IS LOCATED SSE OF THE STATION
 GN0654'AND ABOUT 2 FEET LOWER.
 GN0654'
 GN0654'AZIMUTH MARK IS A BRONZE AZIMUTH DISK STAMPED GIANT 1945
 GN0654'AND IS SET IN A DRILL HOLE IN BEDROCK FLUSH WITH THE GROUND.
 GN0654'IT IS LOCATED ABOUT 1/2 MILE NE OF THE STATION, 8 FEET W OF
 GN0654'THE SW EDGE OF THE MESA RIM, AND 5-1/2 FEET S OF A 2-1/2-FOOT
 GN0654'ROCK CAIRN.
 GN0654
 GN0654                          STATION RECOVERY (1956)
 GN0654
 GN0654'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 GN0654'STATION RECOVERED IN GOOD CONDITION.
 GN0654'
 GN0654'TO REACH STATION FROM JUNCTION STATE HIGHWAYS 17 AND 44 AT
 GN0654'BLOOMFIELD, DRIVE 16.0 MILE S ALONG STATE HIGHWAY 44 TO A
 GN0654'Y-JUNCTION WITH DIRT ROAD NE.  TURN LEFT ON DIRT ROAD AND
 GN0654'PROCEED NORTHEASTERLY ON MAIN TRAVELED ROAD 12.6 MILES PAST
 GN0654'SEVERAL JUNCTIONS WITH LESS TRAVELED ROADS TO THE N AND S
 GN0654'TO Y-ROAD JUNCTION ON THE E EDGE OF THE MAIN DRAIN IN JAQUEZ
 GN0654'CANYON.  TAKE RIGHT FORK, PROCEEDING SOUTHEASTERLY ALONG MAIN
 GN0654'TRAVELED ROAD DOWN JAQUEZ CANYON 0.8 MILE TO Y-ROAD.  TAKE
 GN0654'RIGHT FORK UP STEEP SWITCHBACK ROAD ALONG THE S SIDE OF GIANT
 GN0654'(ALSO KNOWN AS HIGANTE) MESA 1.8 MILES TO A Y-ROAD AT
 GN0654'SUMMIT.  TAKE RIGHT FORK N WESTERLY ALONG MESA TOP 1.1 MILES
 GN0654'TO Y-JUNCTION WITH TRACK ROAD LEFT.  TURN LEFT ON TRACK ROAD AND
 GN0654'GO SHORT DISTANCE TO TOP OF MESA AND END TRUCK TRAVEL.
 GN0654'PACK SOUTHWESTERLY, AROUND FIRST SMALL MESA TOP, TO HIGHEST POINT
 GN0654'OF SECOND, AND STATION ABOUT 15 MINUTE PACK.
 GN0654
 GN0654                          STATION RECOVERY (1958)
 GN0654
 GN0654'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (WTJ)
 GN0654'STATION MARK AND R.M.S 1 AND 2 RECOVERED AS DESCRIBED BY RAS
 GN0654'IN 1945.
 GN0654'
 GN0654'ALL MARKS IN GOOD CONDITION.  THE AZIMUTH WAS NOT SEARCHED FOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0308 ***********************************************************************
 CX0308  DESIGNATION -  GIGOR
 CX0308  PID         -  CX0308
 CX0308  STATE/COUNTY-  NM/OTERO
 CX0308  USGS QUAD   -  LAKE LUCERO SE (1982)
 CX0308
 CX0308                         *CURRENT SURVEY CONTROL
 CX0308  ___________________________________________________________________
 CX0308* NAD 83(1986)-  32 30 52.     (N)    106 16 23.     (W)     SCALED    
 CX0308* NAVD 88     -      1215.759  (meters)    3988.70   (feet)  ADJUSTED  
 CX0308  ___________________________________________________________________
 CX0308  GEOID HEIGHT-         -23.51  (meters)                     GEOID03
 CX0308  DYNAMIC HT  -        1213.956 (meters)    3982.79  (feet)  COMP
 CX0308  MODELED GRAV-     979,113.5   (mgal)                       NAVD 88
 CX0308
 CX0308  VERT ORDER  -  FIRST     CLASS II
 CX0308
 CX0308.The horizontal coordinates were scaled from a topographic map and have
 CX0308.an estimated accuracy of +/- 6 seconds.
 CX0308
 CX0308.The orthometric height was determined by differential leveling
 CX0308.and adjusted by the National Geodetic Survey in June 1991..
 CX0308.WARNING-Repeat measurements at this control monument indicate possible
 CX0308.vertical movement.
 CX0308
 CX0308.The geoid height was determined by GEOID03.
 CX0308
 CX0308.The dynamic height is computed by dividing the NAVD 88
 CX0308.geopotential number by the normal gravity value computed on the
 CX0308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0308.degrees latitude (g = 980.6199 gals.).
 CX0308
 CX0308.The modeled gravity was interpolated from observed gravity values.
 CX0308
 CX0308;                    North         East    Units  Estimated Accuracy
 CX0308;SPC NM C     -   167,910.      497,830.      MT  (+/- 180 meters Scaled)
 CX0308
 CX0308                          SUPERSEDED SURVEY CONTROL
 CX0308
 CX0308  NGVD 29 (??/??/92) 1215.173  (m)         3986.78   (f) ADJ UNCH    1 2
 CX0308
 CX0308.Superseded values are not recommended for survey control.
 CX0308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0308.See file dsdata.txt to determine how the superseded data were derived.
 CX0308
 CX0308_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR804981(NAD 83)
 CX0308_MARKER: DS = TRIANGULATION STATION DISK
 CX0308_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX0308_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CX0308_STAMPING: GIGOR WSA BRL WSPG
 CX0308_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX0308+STABILITY: SURFACE MOTION
 CX0308
 CX0308  HISTORY     - Date     Condition        Report By
 CX0308  HISTORY     - UNK      MONUMENTED       WSMR
 CX0308  HISTORY     - 1968     GOOD             NGS
 CX0308
 CX0308                          STATION DESCRIPTION
 CX0308
 CX0308'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CX0308'15.8 MI NE FROM W S M R HDQ BLDG 100.
 CX0308'2.2 MILES EAST ALONG WSMR.  ROUTE NO. 2 FROM WHITE SANDS MISSILE RANGE
 CX0308'HEADQUARTERS BUILDING, TO A FORK.  THENCE NORTHEAST 10.2 MILES ON
 CX0308'W.S.M.R. ROUTE NO. 250 TO A PAVED CROSSROAD.  CONTINUE NORTHEAST 3.9
 CX0308'MILES ON W.S.M.R. ROUTE NO. 250 TO GIGOR, 85 FEET SOUTHEAST OF ROAD
 CX0308'CENTERLINE, 15 FEET HIGHER THAN ROAD BED, 12 FEET EAST OF WEST EDGE OF
 CX0308'MAN MADE MOUND AND 10 FEET SOUTH OF NORTH EDGE OF MAN MADE MOUND, SET
 CX0308'IN TOP OF 6 INCH SQUARE CONCRETE POST THAT PROJECTS 8 INCHES ABOVE THE
 CX0308'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0309 ***********************************************************************
 CX0309  DESIGNATION -  GIGOR RM 1
 CX0309  PID         -  CX0309
 CX0309  STATE/COUNTY-  NM/OTERO
 CX0309  USGS QUAD   -  LAKE LUCERO SE (1982)
 CX0309
 CX0309                         *CURRENT SURVEY CONTROL
 CX0309  ___________________________________________________________________
 CX0309* NAD 83(1986)-  32 30 51.     (N)    106 16 22.     (W)     SCALED    
 CX0309* NAVD 88     -      1215.705  (meters)    3988.53   (feet)  ADJUSTED  
 CX0309  ___________________________________________________________________
 CX0309  GEOID HEIGHT-         -23.51  (meters)                     GEOID03
 CX0309  DYNAMIC HT  -        1213.901 (meters)    3982.61  (feet)  COMP
 CX0309  MODELED GRAV-     979,113.5   (mgal)                       NAVD 88
 CX0309
 CX0309  VERT ORDER  -  FIRST     CLASS II
 CX0309
 CX0309.The horizontal coordinates were scaled from a topographic map and have
 CX0309.an estimated accuracy of +/- 6 seconds.
 CX0309
 CX0309.The orthometric height was determined by differential leveling
 CX0309.and adjusted by the National Geodetic Survey in June 1991..
 CX0309
 CX0309.The geoid height was determined by GEOID03.
 CX0309
 CX0309.The dynamic height is computed by dividing the NAVD 88
 CX0309.geopotential number by the normal gravity value computed on the
 CX0309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0309.degrees latitude (g = 980.6199 gals.).
 CX0309
 CX0309.The modeled gravity was interpolated from observed gravity values.
 CX0309
 CX0309;                    North         East    Units  Estimated Accuracy
 CX0309;SPC NM C     -   167,880.      497,860.      MT  (+/- 180 meters Scaled)
 CX0309
 CX0309                          SUPERSEDED SURVEY CONTROL
 CX0309
 CX0309  NGVD 29 (??/??/92) 1215.118  (m)         3986.60   (f) ADJ UNCH    1 2
 CX0309
 CX0309.Superseded values are not recommended for survey control.
 CX0309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0309.See file dsdata.txt to determine how the superseded data were derived.
 CX0309
 CX0309_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR804981(NAD 83)
 CX0309_MARKER: DR = REFERENCE MARK DISK
 CX0309_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CX0309_SP_SET: MONUMENT
 CX0309_STAMPING: 1
 CX0309_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX0309
 CX0309  HISTORY     - Date     Condition        Report By
 CX0309  HISTORY     - UNK      MONUMENTED       WSMR
 CX0309  HISTORY     - 1968     GOOD             NGS
 CX0309
 CX0309                          STATION DESCRIPTION
 CX0309
 CX0309'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CX0309'16.1 MI NE FROM WHITE SANDS MISSILE RANGE.
 CX0309'11.1 MILES EAST ALONG NIKE AVENUE (WSMR ROUTE 2) FROM WHITE SANDS
 CX0309'MISSILE RANGE HEADQUARTERS.  THENCE 4.4 MILES NORTH ON A PAVED ROAD TO
 CX0309'A FORK.  THENCE 1.5 MILES NORTH ON A GRAVELED ROAD TO A DIRT CROSSROAD
 CX0309'AND A POLE LINE.  THENCE 2.5 MILES NORTHEAST ON THE POLE LINE ROAD.
 CX0309'THENCE 0.05 MILE ON A TRACK ROAD TO THE TOP OF A MOUND. IT IS
 CX0309'APPROXIMATELY 171 FEET NORTHWEST OF THE CENTERLINE OF THE POLE LINE
 CX0309'ROAD, 68 FEET SOUTHEAST OF A GRAVELED ROAD, 20 FEET WEST OF THE EAST
 CX0309'EDGE OF THE MOUND, 9 FEET SOUTH OF NORTH EDGE OF MOUND, SET IN THE TOP
 CX0309'OF A CIRCULAR CONCRETE MONUMENT, 6 INCHES IN DIAMETER, THAT PROJECTS
 CX0309'0.7 FOOT ABOVE THE GROUND ABOUT 15 FEET HIGHER THAN THE POLE LINE ROAD
 CX0309'AND ABOUT 12 FEET HIGHER THAN THE GRAVELED ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0307 ***********************************************************************
 CX0307  DESIGNATION -  GIGOR RM 2
 CX0307  PID         -  CX0307
 CX0307  STATE/COUNTY-  NM/OTERO
 CX0307  USGS QUAD   -  LAKE LUCERO SE (1982)
 CX0307
 CX0307                         *CURRENT SURVEY CONTROL
 CX0307  ___________________________________________________________________
 CX0307* NAD 83(1986)-  32 30 52.     (N)    106 16 23.     (W)     SCALED    
 CX0307* NAVD 88     -      1215.591  (meters)    3988.15   (feet)  ADJUSTED  
 CX0307  ___________________________________________________________________
 CX0307  GEOID HEIGHT-         -23.51  (meters)                     GEOID03
 CX0307  DYNAMIC HT  -        1213.787 (meters)    3982.23  (feet)  COMP
 CX0307  MODELED GRAV-     979,113.5   (mgal)                       NAVD 88
 CX0307
 CX0307  VERT ORDER  -  FIRST     CLASS II
 CX0307
 CX0307.The horizontal coordinates were scaled from a topographic map and have
 CX0307.an estimated accuracy of +/- 6 seconds.
 CX0307
 CX0307.The orthometric height was determined by differential leveling
 CX0307.and adjusted by the National Geodetic Survey in June 1991..
 CX0307
 CX0307.The geoid height was determined by GEOID03.
 CX0307
 CX0307.The dynamic height is computed by dividing the NAVD 88
 CX0307.geopotential number by the normal gravity value computed on the
 CX0307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0307.degrees latitude (g = 980.6199 gals.).
 CX0307
 CX0307.The modeled gravity was interpolated from observed gravity values.
 CX0307
 CX0307;                    North         East    Units  Estimated Accuracy
 CX0307;SPC NM C     -   167,910.      497,830.      MT  (+/- 180 meters Scaled)
 CX0307
 CX0307                          SUPERSEDED SURVEY CONTROL
 CX0307
 CX0307  NGVD 29 (??/??/92) 1215.004  (m)         3986.23   (f) ADJ UNCH    1 2
 CX0307
 CX0307.Superseded values are not recommended for survey control.
 CX0307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0307.See file dsdata.txt to determine how the superseded data were derived.
 CX0307
 CX0307_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR804981(NAD 83)
 CX0307_MARKER: DR = REFERENCE MARK DISK
 CX0307_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CX0307_SP_SET: MONUMENT
 CX0307_STAMPING: 2
 CX0307_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX0307
 CX0307  HISTORY     - Date     Condition        Report By
 CX0307  HISTORY     - UNK      MONUMENTED       WSMR
 CX0307  HISTORY     - 1968     GOOD             NGS
 CX0307
 CX0307                          STATION DESCRIPTION
 CX0307
 CX0307'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CX0307'16.1 MI NE FROM WHITE SANDS MISSILE RANGE.
 CX0307'11.1 MILES EAST ALONG NIKE AVENUE (WSMR ROUTE 2) FROM WHITE SANDS
 CX0307'MISSILE RANGE HEADQUARTERS.  THENCE 4.4 MILES NORTH ALONG A PAVED ROAD
 CX0307'TO A FORK.  THENCE 1.5 MILES NORTH ON A GRAVELED ROAD TO A DIRT
 CX0307'CROSSROAD AND POLE LINE.  THENCE 2.5 MILES NORTHEAST ON POLE LINE
 CX0307'ROAD.  THENCE 0.05 MILE NORTHWEST ON A TRACK ROAD TO THE TOP OF A
 CX0307'MOUND.  IT IS APPROXIMATELY 150 FEET NORTHWEST OF THE CENTERLINE OF
 CX0307'THE POLELINE ROAD, 101 FEET SOUTHEAST OF THE CENTERLINE OF A GRAVELED
 CX0307'ROAD, 14 FEET WEST OF THE EAST EDGE OF THE MOUND, 6 FEET NORTH OF THE
 CX0307'SOUTHEDGE OF THE MOUND, SET IN THE TOP OF A CIRCULAR CONCRETE
 CX0307'MONUMENT, 6 INCHES IN DIAMETER, THAT PROJECTS 0.7 FOOT ABOVE THE
 CX0307'GROUND, ABOUT 15 FEET HIGHER THAN THE POLE LINE ROAD AND IS ABOUT 12
 CX0307'FEET HIGHER THAN THE GRAVELED ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0808 ***********************************************************************
 GM0808  DESIGNATION -  GIJOSA
 GM0808  PID         -  GM0808
 GM0808  STATE/COUNTY-  NM/TAOS
 GM0808  USGS QUAD   -  TAOS SW (1995)
 GM0808
 GM0808                         *CURRENT SURVEY CONTROL
 GM0808  ___________________________________________________________________
 GM0808* NAD 83(1992)-  36 19 36.11985(N)    105 41 27.36775(W)     ADJUSTED  
 GM0808* NAVD 88     -      2153.2    (meters)    7064.     (feet)  VERTCON   
 GM0808  ___________________________________________________________________
 GM0808  LAPLACE CORR-           6.45  (seconds)                    DEFLEC99
 GM0808  GEOID HEIGHT-         -17.79  (meters)                     GEOID03
 GM0808
 GM0808  HORZ ORDER  -  SECOND
 GM0808
 GM0808.The horizontal coordinates were established by classical geodetic methods
 GM0808.and adjusted by the National Geodetic Survey in December 1993..
 GM0808
 GM0808.The NAVD 88 height was computed by applying the VERTCON shift value to
 GM0808.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GM0808
 GM0808.The Laplace correction was computed from DEFLEC99 derived deflections.
 GM0808
 GM0808.The geoid height was determined by GEOID03.
 GM0808
 GM0808;                    North         East     Units Scale Factor Converg.
 GM0808;SPC NM C     -   590,905.625   550,193.811   MT  0.99993103   +0 19 52.3
 GM0808;SPC NM C     - 1,938,662.87  1,805,094.19   sFT  0.99993103   +0 19 52.3
 GM0808;UTM  13      - 4,020,406.758   437,985.034   MT  0.99964738   -0 24 33.5
 GM0808
 GM0808!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GM0808!SPC NM C     -   0.99966498  x   0.99993103  =   0.99959603
 GM0808!UTM  13      -   0.99966498  x   0.99964738  =   0.99931248
 GM0808
 GM0808:                Primary Azimuth Mark                     Grid Az
 GM0808:SPC NM C     -  TAOS MUN WATER TANK                      048 14 36.2
 GM0808:UTM  13      -  TAOS MUN WATER TANK                      048 59 02.0
 GM0808
 GM0808|---------------------------------------------------------------------|
 GM0808| PID    Reference Object                     Distance      Geod. Az  |
 GM0808|                                                           dddmmss.s |
 GM0808| GM0800 TAOS MUN WATER TANK                 APPROX.14.5 KM 0483428.5 |
 GM0808| GM0802 TAOS MUN WATER STANDPIPE            APPROX.14.0 KM 0483720.8 |
 GM0808| GM0801 TAOS CATH CH CROSS                  APPROX.13.7 KM 0490615.0 |
 GM0808| CM8166 GIJOSA AZ MK                                       0653338.2 |
 GM0808| CM8169 GIJOSA 2 AZ MK                                     0660729.2 |
 GM0808| CM8167 GIJOSA RM 1                           9.623 METERS 06843     |
 GM0808| CM8168 GIJOSA RM 2                           7.423 METERS 16311     |
 GM0808| GM0806 GIJOSA 2                             28.011 METERS 18803     |
 GM0808|---------------------------------------------------------------------|
 GM0808
 GM0808                          SUPERSEDED SURVEY CONTROL
 GM0808
 GM0808  NAD 83(1986)-  36 19 36.12506(N)    105 41 27.37245(W) AD(       ) 2
 GM0808  NAD 27      -  36 19 36.03971(N)    105 41 25.31740(W) AD(       ) 2
 GM0808  NGVD 29 (07/19/86) 2152.0    (m)         7060.     (f) VERT ANG       
 GM0808
 GM0808.Superseded values are not recommended for survey control.
 GM0808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0808.See file dsdata.txt to determine how the superseded data were derived.
 GM0808
 GM0808_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDA3798520407(NAD 83)
 GM0808_MARKER: DS = TRIANGULATION STATION DISK
 GM0808_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GM0808
 GM0808  HISTORY     - Date     Condition        Report By
 GM0808  HISTORY     - 1954     MONUMENTED       CGS
 GM0808  HISTORY     - 1958     GOOD             CGS
 GM0808
 GM0808                          STATION DESCRIPTION
 GM0808
 GM0808'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (WRH)
 GM0808'THE STATION IS LOCATED ON THE SOUTH-SOUTHEAST SIDE OF U.S. HIGHWAY
 GM0808'64 ABOUT 5 MILES AIRLINE WEST-SOUTHWEST OF RANCHES OF TAOS,
 GM0808'8 MILES AIRLINE SOUTHWEST OF TAOS, AND 20 MILES AIRLINE EAST
 GM0808'OF OJO CALIENTE.
 GM0808'
 GM0808'TO REACH THE STATION FROM THE POST OFFICE IN RANCHES OF TAOS
 GM0808'GO 0.1 MILE WEST TO A T-ROAD.  TURN LEFT ONTO U.S. HIGHWAY 64
 GM0808'AND GO SOUTHWEST AND WEST-SOUTHWEST 4.4 MILES TO THE TOP OF A
 GM0808'SLIGHT RISE AND THE AZIMUTH MARK ON THE LEFT.  KEEP STRAIGHT
 GM0808'AHEAD ON THE HIGHWAY AND GO 0.6 MILE TO THE TOP OF A RISE,
 GM0808'A SIDE ROAD, AND THE STATION ON THE LEFT.
 GM0808'
 GM0808'THE STATION MARK IS A STANDARD DISK STAMPED GIJOSA 1954 SET
 GM0808'IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT PROJECTS
 GM0808'4 INCHES ABOVE THE GROUND.  IT IS 48 FEET SOUTH-SOUTHEAST OF
 GM0808'THE CENTERLINE OF THE HIGHWAY, 14 FEET WEST-SOUTHWEST OF THE
 GM0808'CENTERLINE OF A DIRT SIDE ROAD, AND 4 FEET WEST OF A WITNESS
 GM0808'POST.
 GM0808'
 GM0808'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED GIJOSA
 GM0808'NO 1 1954 SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST
 GM0808'THAT PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS 6 INCHES LOWER
 GM0808'THAN THE STATION.
 GM0808'
 GM0808'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED GIJOSA NO 2
 GM0808'1954 SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT
 GM0808'PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS THE SAME ELEVATION
 GM0808'AS THE STATION.
 GM0808'
 GM0808'THE AZIMUTH MARK IS LOCATED ON THE TOP OF A SLIGHT RISE ON THE
 GM0808'SOUTH-SOUTHEAST SIDE OF U.S. HIGHWAY 64 AND IS A STANDARD DISK
 GM0808'STAMPED GIJOSA 1954 SET IN THE TOP OF A 10-INCH SQUARE CONCRETE
 GM0808'POST THAT PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS 56 FEET
 GM0808'SOUTH-SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY.
 GM0808
 GM0808                          STATION RECOVERY (1958)
 GM0808
 GM0808'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (WCR)
 GM0808'THIS STATION, AZIMUTH AND TWO REFERENCE MARKS WERE RECOVERED
 GM0808'IN GOOD CONDITION AS DESCRIBED.  THE STATION, REFERENCE MARK NO. 1
 GM0808'AND THE AZIMUTH MARKS WERE REMOVED TO CLEAR NEW HIGHWAY
 GM0808'CONSTRUCTION.  REFERENCE MARK NO. 2 WAS OUT OF THE CONSTRUCTION AREA
 GM0808'AND WAS ESTABLISHED AS A REFERENCE TO GIJOSA 2 1958 WHICH
 GM0808'WAS SET IN THE VICINITY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0806 ***********************************************************************
 GM0806  CBN         -  This is a Cooperative Base Network Control Station.
 GM0806  DESIGNATION -  GIJOSA 2
 GM0806  PID         -  GM0806
 GM0806  STATE/COUNTY-  NM/TAOS
 GM0806  USGS QUAD   -  TAOS SW (1995)
 GM0806
 GM0806                         *CURRENT SURVEY CONTROL
 GM0806  ___________________________________________________________________
 GM0806* NAD 83(1992)-  36 19 35.22005(N)    105 41 27.52490(W)     ADJUSTED  
 GM0806* NAVD 88     -      2153.8    (meters)    7066.     (feet)  GPS OBS   
 GM0806  ___________________________________________________________________
 GM0806  X           -  -1,391,823.111 (meters)                     COMP
 GM0806  Y           -  -4,954,562.717 (meters)                     COMP
 GM0806  Z           -   3,758,701.698 (meters)                     COMP
 GM0806  LAPLACE CORR-           6.46  (seconds)                    DEFLEC99
 GM0806  ELLIP HEIGHT-        2136.05  (meters)          (05/26/00) GPS OBS
 GM0806  GEOID HEIGHT-         -17.79  (meters)                     GEOID03
 GM0806
 GM0806  HORZ ORDER  -  A
 GM0806  ELLP ORDER  -  SECOND    CLASS I
 GM0806
 GM0806.The horizontal coordinates were established by GPS observations
 GM0806.and adjusted by the National Geodetic Survey in May 2000..
 GM0806
 GM0806.The orthometric height was determined by GPS observations and a
 GM0806.high-resolution geoid model.
 GM0806
 GM0806.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GM0806
 GM0806.The Laplace correction was computed from DEFLEC99 derived deflections.
 GM0806
 GM0806.The ellipsoidal height was determined by GPS observations
 GM0806.and is referenced to NAD 83.
 GM0806
 GM0806.The geoid height was determined by GEOID03.
 GM0806
 GM0806;                    North         East     Units Scale Factor Converg.
 GM0806;SPC NM C     -   590,877.870   550,190.052   MT  0.99993103   +0 19 52.2
 GM0806;SPC NM C     - 1,938,571.81  1,805,081.86   sFT  0.99993103   +0 19 52.2
 GM0806;UTM  13      - 4,020,379.061   437,980.918   MT  0.99964739   -0 24 33.6
 GM0806
 GM0806!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GM0806!SPC NM C     -   0.99966487  x   0.99993103  =   0.99959593
 GM0806!UTM  13      -   0.99966487  x   0.99964739  =   0.99931238
 GM0806
 GM0806|---------------------------------------------------------------------|
 GM0806| PID    Reference Object                     Distance      Geod. Az  |
 GM0806|                                                           dddmmss.s |
 GM0806| GM0808 GIJOSA                               28.011 METERS 00803     |
 GM0806| CM8168 GIJOSA RM 2                          21.544 METERS 01627     |
 GM0806| CM8166 GIJOSA AZ MK                                       0640127.6 |
 GM0806| CM8169 GIJOSA 2 AZ MK                                     0644641.2 |
 GM0806| CM8170 GIJOSA 2 RM 1                        11.738 METERS 08328     |
 GM0806|---------------------------------------------------------------------|
 GM0806
 GM0806                          SUPERSEDED SURVEY CONTROL
 GM0806
 GM0806  NAD 83(1992)-  36 19 35.22007(N)    105 41 27.52884(W) AD(       ) 3
 GM0806  NAD 83(1986)-  36 19 35.22528(N)    105 41 27.53355(W) AD(       ) 3
 GM0806  NAD 27      -  36 19 35.13991(N)    105 41 25.47858(W) AD(       ) 3
 GM0806  NGVD 29 (07/19/86) 2152.     (m)         7060.     (f) VERT ANG       
 GM0806
 GM0806.Superseded values are not recommended for survey control.
 GM0806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0806.See file dsdata.txt to determine how the superseded data were derived.
 GM0806
 GM0806_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDA3798120379(NAD 83)
 GM0806_MARKER: DS = TRIANGULATION STATION DISK
 GM0806_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GM0806_STAMPING: GIJOSA 2 1958
 GM0806_MARK LOGO: CGS   
 GM0806_MAGNETIC: N = NO MAGNETIC MATERIAL
 GM0806_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GM0806+STABILITY: SURFACE MOTION
 GM0806_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GM0806+SATELLITE: SATELLITE OBSERVATIONS - May 27, 2004
 GM0806
 GM0806  HISTORY     - Date     Condition        Report By
 GM0806  HISTORY     - 1958     MONUMENTED       CGS
 GM0806  HISTORY     - 19990320 GOOD             LOCENG
 GM0806  HISTORY     - 20040527 GOOD             NMHD
 GM0806
 GM0806                          STATION DESCRIPTION
 GM0806
 GM0806'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (WCR)
 GM0806'THE STATION IS LOCATED ON THE SOUTH-SOUTHEAST SIDE OF U.S.
 GM0806'HIGHWAY NO. 64, ABOUT 5 MILES AIRLINE WEST-SOUTHWEST OF RANCHES
 GM0806'OF TAOS AND 8 MILES AIRLINE SOUTHWEST OF TAOS.  IT IS ON A SAGE
 GM0806'COVERED DIVIDE, ABOUT 140 FEET SOUTH OF THE CENTERLINE OF THE
 GM0806'HIGHWAY AND ABOUT 65 FEET WEST OF A TRACK ROAD LEADING SOUTH,
 GM0806'ALONG THE TOP OF THE DIVIDE FROM THE HIGHWAY.  A STANDARD DISK
 GM0806'STAMPED GIJOSA 2 1958 IN A CONCRETE POST PROJECTING ABOUT 2
 GM0806'INCHES.
 GM0806'
 GM0806'THE AZIMUTH MARK IS A STANDARD DISK STAMPED GIJOSA 2 1958 IN
 GM0806'A CONCRETE POST PROJECTING ABOUT 2 INCHES, ON A SAGE COVERED
 GM0806'DIVIDE, ABOUT 25 FEET SOUTH OF THE SOUTH RIGHT-OF-WAY LINE
 GM0806'AND A 15 FOOT CUT.
 GM0806'
 GM0806'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED GIJOSA 1954
 GM0806'NO. 2 IN A CONCRETE POST PROJECTING ABOUT 4 INCHES.  IT IS
 GM0806'ABOUT 4 FEET NORTH OF THE SOUTH RIGHT-OF-WAY LINE AND 15 FEET
 GM0806'WEST OF THE TRACK ROAD LEADING SOUTH.
 GM0806'
 GM0806'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED GIJOSA 2 1958
 GM0806'NO. 1 IN A CONCRETE POST PROJECTING ABOUT 3 INCHES AND IS ABOUT
 GM0806'15 FEET WEST OF THE TRACK ROAD AND ABOUT 60 FEET SOUTH OF THE
 GM0806'SOUTH RIGHT-OF-WAY LINE.
 GM0806'
 GM0806'TO REACH FROM THE CENTER OF RANCHES OF TAOS, GO SOUTHWEST
 GM0806'AND WEST ON U.S. HIGHWAY 64, 04.4 MILES TO THE TOP OF A DIVIDE
 GM0806'AND THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.  THEN CONTINUE
 GM0806'WEST 0.6 MILE TO THE TOP OF A DIVIDE AND THE STATION ON THE
 GM0806'LEFT AS DESCRIBED.
 GM0806
 GM0806                          STATION RECOVERY (1999)
 GM0806
 GM0806'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1999 (CTG)
 GM0806'THE STATION IS LOCATED 8 MI (12.9 KM) SOUTHWEST OF TAOS, 5 MI (8.0 KM)
 GM0806'WEST-SOUTHWEST OF RANCHOS DE TAOS, ON THE SOUTHEAST SIDE OF STATE
 GM0806'HIGHWAY 68.  OWNERSHIP--UNKNOWN.  TO REACH THE STATION FROM THE US
 GM0806'POST OFFICE IN RANCHOS DE TAOS, GO SOUTH ON STATE HIGHWAY 68 FOR
 GM0806'APPROXIMATELY 5 MI (8.0 KM) TO MILE MARKER 36.5 AND THE INTERSECTION
 GM0806'WITH A SIDE ROAD ON THE LEFT.  TURN LEFT, SOUTHEAST, AND GO 0.1 MI
 GM0806'(0.2 KM) ON THE ROAD TO THE TOP OF A CUT BANK AND THE STATION ON THE
 GM0806'LEFT.  THE STATION IS SET IN THE TOP OF A CONCRETE POST PROJECTING
 GM0806'0.05 M (0.16 FT) ABOVE GROUND.  LOCATED ABOUT 43 M (141.1 FT)
 GM0806'SOUTHEAST OF THE CENTERLINE OF HIGHWAY 68, ABOUT 20 M (65.6 FT)
 GM0806'SOUTHWEST OF THE CENTERLINE OF A TRACK ROAD LEADING SOUTHEAST AND 15.2
 GM0806'M (49.9 FT) SOUTHEAST OF THE HIGHWAY RIGHT OF WAY FENCE.
 GM0806
 GM0806                          STATION RECOVERY (2004)
 GM0806
 GM0806'RECOVERY NOTE BY NM HIGHWAY DEPT 2004 (WAB)
 GM0806'DESCRIPTION ADEQUATE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS1154 ***********************************************************************
 DS1154  DESIGNATION -  GILL
 DS1154  PID         -  DS1154
 DS1154  STATE/COUNTY-  NM/LINCOLN
 DS1154  USGS QUAD   -  THREE RIVERS NW (1981)
 DS1154
 DS1154                         *CURRENT SURVEY CONTROL
 DS1154  ___________________________________________________________________
 DS1154* NAD 83(1992)-  33 23 42.68745(N)    106 08 30.94676(W)     ADJUSTED  
 DS1154* NAVD 88     -      1342.92   (+/-2cm)    4405.9    (feet)  VERTCON   
 DS1154  ___________________________________________________________________
 DS1154  LAPLACE CORR-           7.21  (seconds)                    DEFLEC99
 DS1154  GEOID HEIGHT-         -21.88  (meters)                     GEOID03
 DS1154
 DS1154  HORZ ORDER  -  FIRST
 DS1154  VERT ORDER  -  THIRD ? (See Below)
 DS1154
 DS1154.The horizontal coordinates were established by classical geodetic methods
 DS1154.and adjusted by the National Geodetic Survey in December 1993..
 DS1154
 DS1154.The NAVD 88 height was computed by applying the VERTCON shift value to
 DS1154.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DS1154.The vertical order pertains to the NGVD 29 superseded value.
 DS1154
 DS1154.The Laplace correction was computed from DEFLEC99 derived deflections.
 DS1154
 DS1154.The geoid height was determined by GEOID03.
 DS1154
 DS1154;                    North         East     Units Scale Factor Converg.
 DS1154;SPC NM C     -   265,582.209   510,053.253   MT  0.99990125   +0 03 34.1
 DS1154;SPC NM C     -   871,330.96  1,673,399.71   sFT  0.99990125   +0 03 34.1
 DS1154;UTM  13      - 3,695,681.787   393,800.995   MT  0.99973905   -0 37 42.9
 DS1154
 DS1154!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS1154!SPC NM C     -   0.99979265  x   0.99990125  =   0.99969392
 DS1154!UTM  13      -   0.99979265  x   0.99973905  =   0.99953175
 DS1154
 DS1154|---------------------------------------------------------------------|
 DS1154| PID    Reference Object                     Distance      Geod. Az  |
 DS1154|                                                           dddmmss.s |
 DS1154| CD2941 GILL RM 1                            11.329 METERS 12137     |
 DS1154| CD2942 GILL RM 2                            16.130 METERS 22433     |
 DS1154| DS0465 X 331                                              3433751.0 |
 DS1154|---------------------------------------------------------------------|
 DS1154
 DS1154                          SUPERSEDED SURVEY CONTROL
 DS1154
 DS1154  NAD 83(1986)-  33 23 42.69462(N)    106 08 30.94930(W) AD(       ) 1
 DS1154  NAD 27      -  33 23 42.42190(N)    106 08 28.96390(W) AD(       ) 1
 DS1154  NGVD 29 (07/19/86) 1342.30   (m)         4403.9    (f) LEVELING    3  
 DS1154
 DS1154.Superseded values are not recommended for survey control.
 DS1154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS1154.See file dsdata.txt to determine how the superseded data were derived.
 DS1154
 DS1154_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS9380195682(NAD 83)
 DS1154_MARKER: DS = TRIANGULATION STATION DISK
 DS1154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS1154_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DS1154
 DS1154  HISTORY     - Date     Condition        Report By
 DS1154  HISTORY     - 1968     MONUMENTED       CGS
 DS1154
 DS1154                          STATION DESCRIPTION
 DS1154
 DS1154'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JBJ)
 DS1154'THE STATION IS ABOUT 23 MILES NORTH-NORTHWEST OF TULAROSA, 8 MILES
 DS1154'SOUTHWEST OF OSCURO AND ON A LOW, BRUSH COVERED KNOLL, THE HIGHEST
 DS1154'POINT IN THE IMMEDIATE VICINITY.
 DS1154'
 DS1154'TO REACH THE STATION FROM THE POST OFFICE IN THREE RIVERS, GO NORTH
 DS1154'ON U. S. HIGHWAY 54 FOR 11.6 MILES TO A GRAVELED SIDE ROAD ON THE
 DS1154'LEFT AT THE SMALL SETTLEMENT OF OSCURO.  TURN LEFT AND GO WEST AND
 DS1154'NORTHWEST ON THE GRAVELED ROAD FOR 4.3 MILES TO A GRAVELED SIDE
 DS1154'ROAD ON THE LEFT.  TURN LEFT AND GO SOUTHWESTERLY OF THE GRAVELED
 DS1154'ROAD FOR 4.9 MILES TO WHERE THE MAIN ROAD TURNS LEFT AND A BLADED
 DS1154'ROAD RIGHT AT A SIGN D8-D8-D55.  BEAR RIGHT ON THE BLADED ROAD AND GO
 DS1154'SOUTH AND SOUTHWESTERLY FOR 2.8 MILES TO A WIRE GATE.  PASS
 DS1154'THROUGH THE GATE AND CONTINUE SOUTHERLY ON A TRACK ROAD FOR 0.5
 DS1154'MILE TO BENCH MARK X 331 ON THE RIGHT.  CONTINUE SOUTHERLY ON
 DS1154'THE TRACK ROAD FOR 0.8 MILE TO THE STATION ON THE LEFT.
 DS1154'
 DS1154'THE STATION MARK IS A STANDARD DISK, STAMPED GILL 1968, SET IN THE
 DS1154'TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT PROJECTS
 DS1154'5 INCHES ABOVE THE GROUND.  IT IS 150.0 FEET NORTHWEST OF THE
 DS1154'CENTERLINE OF THE TRACK ROAD AND 6.0 FEET EAST OF THE WITNESS
 DS1154'POST.  THE UNDERGROUND MARK IS 42 INCHES BELOW THE SURFACE OF THE
 DS1154'GROUND.
 DS1154'
 DS1154'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED GILL NO 1 1968, SET IN
 DS1154'THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 DS1154'PROJECTS 5 INCHES ABOVE THE GROUND.  IT IS 42.7 FEET EAST OF THE
 DS1154'WITNESS POST AND ABOUT 1 FOOT HIGHER IN ELEVATION THAN THE
 DS1154'STATION.
 DS1154'
 DS1154'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED GILL NO 2 1968, SET
 DS1154'IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 DS1154'PROJECTS 5 INCHES ABOVE THE GROUND.  IT IS 97.0 FEET NORTH OF THE
 DS1154'CENTERLINE OF THE TRACK ROAD, 48.5 FEET SOUTH OF THE WITNESS POST
 DS1154'AND ABOUT 2 FEET LOWER IN ELEVATION THAN THE STATION.
 DS1154'
 DS1154'BENCH MARK X 331 IS A STANDARD DISK, STAMPED X 331 1966, SET IN
 DS1154'THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 DS1154'PROJECTS 5 INCHES ABOVE THE GROUND.  IT IS 33.0 FEET WEST OF THE
 DS1154'CENTERLINE OF THE TRACK ROAD AND 2.7 FEET NORTHWEST OF A WITNESS
 DS1154'POST.  THIS MARK SERVES AS THE AZIMUTH MARK FOR TRIANGULATION
 DS1154'STATION GILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0615 ***********************************************************************
 FN0615  DESIGNATION -  GISE
 FN0615  PID         -  FN0615
 FN0615  STATE/COUNTY-  NM/SAN MIGUEL
 FN0615  USGS QUAD   -  NORTH SAN YSIDRO (1966)
 FN0615
 FN0615                         *CURRENT SURVEY CONTROL
 FN0615  ___________________________________________________________________
 FN0615* NAD 83(1992)-  35 26 39.47546(N)    105 37 08.33679(W)     ADJUSTED  
 FN0615* NAVD 88     -      2074.52   (+/-2cm)    6806.2    (feet)  VERTCON   
 FN0615  ___________________________________________________________________
 FN0615  LAPLACE CORR-          -2.87  (seconds)                    DEFLEC99
 FN0615  GEOID HEIGHT-         -18.52  (meters)                     GEOID03
 FN0615
 FN0615  HORZ ORDER  -  SECOND
 FN0615  VERT ORDER  -  THIRD ? (See Below)
 FN0615
 FN0615.The horizontal coordinates were established by classical geodetic methods
 FN0615.and adjusted by the National Geodetic Survey in December 1993..
 FN0615
 FN0615.The NAVD 88 height was computed by applying the VERTCON shift value to
 FN0615.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FN0615.The vertical order pertains to the NGVD 29 superseded value.
 FN0615
 FN0615.The Laplace correction was computed from DEFLEC99 derived deflections.
 FN0615
 FN0615.The geoid height was determined by GEOID03.
 FN0615
 FN0615;                    North         East     Units Scale Factor Converg.
 FN0615;SPC NM E     -   493,625.817    48,280.743   MT  1.00007692   -0 44 44.3
 FN0615;SPC NM E     - 1,619,504.03    158,401.07   sFT  1.00007692   -0 44 44.3
 FN0615;SPC NM C     -   493,044.795   557,285.990   MT  0.99994043   +0 21 57.4
 FN0615;SPC NM C     - 1,617,597.80  1,828,362.45   sFT  0.99994043   +0 21 57.4
 FN0615;UTM  13      - 3,922,491.891   443,823.474   MT  0.99963889   -0 21 32.3
 FN0615
 FN0615!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FN0615!SPC NM E     -   0.99967740  x   1.00007692  =   0.99975429
 FN0615!SPC NM C     -   0.99967740  x   0.99994043  =   0.99961784
 FN0615!UTM  13      -   0.99967740  x   0.99963889  =   0.99931640
 FN0615
 FN0615|---------------------------------------------------------------------|
 FN0615| PID    Reference Object                     Distance      Geod. Az  |
 FN0615|                                                           dddmmss.s |
 FN0615| CJ6479 GISE RM 1                             8.078 METERS 03217     |
 FN0615| FN0319 RV 70                                 7.790 METERS 04351     |
 FN0615| CJ6478 GISE AZ MK                                         1291857.1 |
 FN0615| CJ6480 GISE RM 2                            10.262 METERS 14955     |
 FN0615| FN0623 3510535006 25                       193.346 METERS 34354     |
 FN0615|---------------------------------------------------------------------|
 FN0615
 FN0615                          SUPERSEDED SURVEY CONTROL
 FN0615
 FN0615  NAD 83(1986)-  35 26 39.47873(N)    105 37 08.33791(W) AD(       ) 2
 FN0615  NAD 27      -  35 26 39.32590(N)    105 37 06.27690(W) AD(       ) 2
 FN0615  NGVD 29 (07/19/86) 2073.59   (m)         6803.1    (f) LEVELING    3  
 FN0615
 FN0615.Superseded values are not recommended for survey control.
 FN0615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0615.See file dsdata.txt to determine how the superseded data were derived.
 FN0615
 FN0615_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV4382322492(NAD 83)
 FN0615_MARKER: DS = TRIANGULATION STATION DISK
 FN0615_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FN0615
 FN0615  HISTORY     - Date     Condition        Report By
 FN0615  HISTORY     - 1953     MONUMENTED       CGS
 FN0615  HISTORY     - 1965     GOOD             USGS
 FN0615
 FN0615                          STATION DESCRIPTION
 FN0615
 FN0615'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (WRH)
 FN0615'THE STATION IS LOCATED 4.5 MILES AIRLINE SOUTHEAST OF ROWE
 FN0615'AT GISE SIDING, ON THE RIGHT-OF-WAY OF THE ATCHISON TOPEKA
 FN0615'AND SANTA FE RAILROAD.
 FN0615'
 FN0615'TO REACH FROM THE RAILROAD STATION IN ROWE, GO SOUTHEAST ON
 FN0615'U.S. HIGHWAY 84 AND 85 FOR 4.5 MILES TO RAILROAD CULVERT
 FN0615'811A AND THE STATION JUST WEST OF THE CULVERT.
 FN0615'
 FN0615'THE STATION MARK IS A STANDARD DISK STAMPED GISE 1953, SET
 FN0615'IN THE TOP OF A 10-INCH-SQUARE CONCRETE MONUMENT THAT PROJECTS
 FN0615'4 INCHES.  IT IS 51 FEET WEST OF THE CENTER LINE OF THE RAILROAD
 FN0615'TRACKS, 25.5 FEET WEST OF CULVERT 811A, 9 FEET EAST OF A FENCE
 FN0615'LINE, AND 300 FEET NORTHWEST OF THE RAILROAD SIDING SIGN GISE.
 FN0615'
 FN0615'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED GISE
 FN0615'NO 1 1953, CEMENTED IN A DRILL HOLE IN THE WEST ABUTMENT OF
 FN0615'CULVERT 811A.  IT IS 1.5 FEET SOUTH OF THE NORTH END OF THE
 FN0615'ABUTMENT AND ABOUT 18 INCHES HIGHER THAN THE STATION.
 FN0615'
 FN0615'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED GISE NO 2
 FN0615'1953, SET IN THE TOP OF A 10-INCH-SQUARE CONCRETE MONUMENT
 FN0615'THAT PROJECTS 3 INCHES.  IT IS 12 FEET SOUTHWEST OF TELEGRAPH
 FN0615'POLE 24-G, 18 INCHES EAST OF A FENCE LINE AND AT THE SAME
 FN0615'ELEVATION AS THE STATION.
 FN0615'
 FN0615'BM RV 70, A U.S. COAST AND GEODETIC SURVEY BENCH MARK, IS A
 FN0615'HALF-INCH-DIAMETER MONEL RIVET CEMENTED IN A DRILL HOLE IN THE
 FN0615'CENTER OF THE WEST ABUTMENT OF CULVERT 811A.  IT IS ABOUT 18
 FN0615'INCHES HIGHER THAN THE STATION.
 FN0615'
 FN0615'THE AZIMUTH MARK IS A STANDARD DISK STAMPED GISE 1953, CEMENTED
 FN0615'IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT PROJECTS 2 INCHES.
 FN0615'IT IS LOCATED ALONG THE EAST SIDE OF U.S. HIGHWAY 84 AND 85 ON
 FN0615'THE HIGHEST POINT OF A LOW CUT BANK, AND IS 57.2 FEET EAST OF
 FN0615'THE CENTER LINE OF THE HIGHWAY, 4.4 FEET EAST OF A 4-FOOT
 FN0615'CAIRN, AND 6.8 FEET WEST OF A TRIANGULAR-BLAZED JUNIPER TREE.
 FN0615'TO REACH FROM THE STATION, GO SOUTHEAST ON U.S. HIGHWAY 84
 FN0615'AND 85 FOR 0.8 MILE TO THE CUT BANK ON THE LEFT AND THE
 FN0615'AZIMUTH MARK.
 FN0615'
 FN0615'HEIGHT OF LIGHT ABOVE STATION MARK 1.44 METERS.
 FN0615
 FN0615                          STATION RECOVERY (1965)
 FN0615
 FN0615'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 FN0615'STATION MARK--STANDARD DISK, STAMPED ---GISE 1953---, AND SET IN THE
 FN0615'TOP OF A 10 IN. SQUARE CONCRETE MONUMENT, PROJECTING 4 IN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0676 ***********************************************************************
 GM0676  DESIGNATION -  GLAD
 GM0676  PID         -  GM0676
 GM0676  STATE/COUNTY-  NM/UNION
 GM0676  USGS QUAD   -  FARLEY (1974)
 GM0676
 GM0676                         *CURRENT SURVEY CONTROL
 GM0676  ___________________________________________________________________
 GM0676* NAD 83(1992)-  36 18 20.14436(N)    104 00 30.39128(W)     ADJUSTED  
 GM0676* NAVD 88     -      1809.34   (+/-2cm)    5936.1    (feet)  VERTCON   
 GM0676  ___________________________________________________________________
 GM0676  LAPLACE CORR-          -3.74  (seconds)                    DEFLEC99
 GM0676  GEOID HEIGHT-         -19.15  (meters)                     GEOID03
 GM0676
 GM0676  HORZ ORDER  -  THIRD
 GM0676  VERT ORDER  -  THIRD ? (See Below)
 GM0676
 GM0676.The horizontal coordinates were established by classical geodetic methods
 GM0676.and adjusted by the National Geodetic Survey in December 1993..
 GM0676
 GM0676.The NAVD 88 height was computed by applying the VERTCON shift value to
 GM0676.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GM0676.The vertical order pertains to the NGVD 29 superseded value.
 GM0676
 GM0676.The Laplace correction was computed from DEFLEC99 derived deflections.
 GM0676
 GM0676.The geoid height was determined by GEOID03.
 GM0676
 GM0676;                    North         East     Units Scale Factor Converg.
 GM0676;SPC NM E     -   588,473.285   194,177.359   MT  0.99991958   +0 11 32.5
 GM0676;SPC NM E     - 1,930,682.77    637,063.55   sFT  0.99991958   +0 11 32.5
 GM0676;UTM  13      - 4,018,300.463   589,022.044   MT  0.99969764   +0 35 13.7
 GM0676
 GM0676!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GM0676!SPC NM E     -   0.99971912  x   0.99991958  =   0.99963872
 GM0676!UTM  13      -   0.99971912  x   0.99969764  =   0.99941684
 GM0676
 GM0676:                Primary Azimuth Mark                     Grid Az
 GM0676:SPC NM E     -  K 289                                    091 26 30.8
 GM0676:UTM  13      -  K 289                                    091 02 49.6
 GM0676
 GM0676|---------------------------------------------------------------------|
 GM0676| PID    Reference Object                     Distance      Geod. Az  |
 GM0676|                                                           dddmmss.s |
 GM0676| GL0915 K 289                                              0913803.3 |
 GM0676| CM8171 GLAD RM 1                            10.247 METERS 14026     |
 GM0676| GM0106 K 103                                10.082 METERS 22402     |
 GM0676|---------------------------------------------------------------------|
 GM0676
 GM0676                          SUPERSEDED SURVEY CONTROL
 GM0676
 GM0676  NAD 83(1986)-  36 18 20.15289(N)    104 00 30.38871(W) AD(       ) 3
 GM0676  NAD 27      -  36 18 20.04630(N)    104 00 28.48960(W) AD(       ) 3
 GM0676  NGVD 29 (07/19/86) 1808.54   (m)         5933.5    (f) LEVELING    3  
 GM0676
 GM0676.Superseded values are not recommended for survey control.
 GM0676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0676.See file dsdata.txt to determine how the superseded data were derived.
 GM0676
 GM0676_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEA8902218300(NAD 83)
 GM0676_MARKER: DS = TRIANGULATION STATION DISK
 GM0676_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GM0676
 GM0676  HISTORY     - Date     Condition        Report By
 GM0676  HISTORY     - 1960     MONUMENTED       CGS
 GM0676  HISTORY     - 1970     GOOD             DOD
 GM0676
 GM0676                          STATION DESCRIPTION
 GM0676
 GM0676'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (HWK)
 GM0676'THE STATION IS ABOUT 3-1/2 MILES SOUTHEAST OF FARLEY, 2 MILES
 GM0676'WEST OF GLADSTONE AND ON THE NORTH SIDE OF U.S. HIGHWAY 56.
 GM0676'THE STATION IS ABOUT 25 YARDS EAST OF THE COUNTY LINE ROAD
 GM0676'BETWEEN COLFAX-UNION COUNTIES AND ON LAND OWNED BY MR. ROY
 GM0676'HAFFARTH, IN SECTION 18, R. 28 E., T. 24 N.
 GM0676'
 GM0676'TO REACH THE STATION FROM THE POST OFFICE AND STORE IN GLADSTONE,
 GM0676'GO WEST ON U.S. HIGHWAY 56 FOR 2.0 MILES TO THE COLFAX-UNION
 GM0676'COUNTY LINE AND THE STATION ON THE RIGHT.
 GM0676'
 GM0676'STATION MARKS ARE STANDARD DISKS STAMPED GLAD 1960.  THE
 GM0676'SURFACE DISK IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS
 GM0676'2 INCHES.  IT IS 77 FEET NORTH OF THE CENTER LINE OF U.S.
 GM0676'HIGHWAY 56, 66 FEET EAST OF THE CENTER OF A TRACK ROAD, 35
 GM0676'FEET NORTH OF THE RIGHT-OF-WAY FENCE AND 4.2 FEET WEST OF A
 GM0676'METAL WITNESS POST.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR
 GM0676'MASS OF CONCRETE 36 INCHES BELOW THE SURFACE OF THE GROUND.
 GM0676'
 GM0676'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED GLAD NO 1 1960,
 GM0676'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.  IT
 GM0676'IS 86 FEET WEST OF THE CENTER OF THE TRACK ROAD, 52 FEET NORTH
 GM0676'OF THE CENTER LINE OF U.S. HIGHWAY 56 AND 10 FEET NORTH OF THE
 GM0676'RIGHT-OF-WAY FENCE.
 GM0676'
 GM0676'BENCH MARK K 103 1934, A STANDARD U.S. COAST AND GEODETIC
 GM0676'SURVEY BENCH MARK DISK STAMPED K 103 1934, IS SET IN A ROUND
 GM0676'CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS 53 FEET NORTH
 GM0676'OF THE CENTER LINE OF U.S. HIGHWAY 56, 42 FEET EAST OF THE
 GM0676'CENTER OF THE TRACK ROAD, 11 FEET NORTH OF THE RIGHT-OF-WAY
 GM0676'FENCE AND 2 FEET EAST OF A 4 IN BY 4 IN WHITE WITNESS POST.
 GM0676'
 GM0676'BENCH MARK K 289 1955, A STANDARD U.S. COAST AND GEODETIC SURVEY
 GM0676'BENCH MARK DISK STAMPED K 289 1955, IS SET IN A ROUND CONCRETE
 GM0676'POST WHICH PROJECTS 6 INCHES.  IT IS 83 FEET NORTH OF THE CENTER
 GM0676'LINE OF U.S. HIGHWAY 56, 41 FEET NORTH OF A POWER POLE WITH
 GM0676'POWER LINES RUNNING EAST AND WEST, 23 FEET EAST OF THE CENTER
 GM0676'OF A SIDE ROAD, 2.4 FEET SOUTH OF A 4 IN BY 4 IN WHITE WITNESS
 GM0676'POST AND 1.5 FEET WEST OF A FENCE.
 GM0676'
 GM0676'TO REACH THE BENCH MARK K 289 FROM THE STATION, GO EAST ON
 GM0676'U.S. HIGHWAY 56 FOR 1.0 MILE TO THE BENCH MARK ON THE LEFT.
 GM0676'
 GM0676'NOTE--REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
 GM0676
 GM0676                          STATION RECOVERY (1970)
 GM0676
 GM0676'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1970 (ODJ)
 GM0676'RECOVERED AS DESCRIBED.  DESCRIPTION ADEQUATE.
 GM0676'
 GM0676'STATION MARK, REFERENCE MARKS AND AZIMUTH MARK FOUND IN GOOD
 GM0676'CONDITION.
 GM0676'
 GM0676'GRAVITY OBSERVATIONS WERE MADE ON THIS STATION IN OCTOBER, 1970.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0946 ***********************************************************************
 FM0946  DESIGNATION -  GLENRIO
 FM0946  PID         -  FM0946
 FM0946  STATE/COUNTY-  NM/QUAY
 FM0946  USGS QUAD   -  GLENRIO (1982)
 FM0946
 FM0946                         *CURRENT SURVEY CONTROL
 FM0946  ___________________________________________________________________
 FM0946* NAD 83(1992)-  35 10 04.88037(N)    103 02 32.96281(W)     ADJUSTED  
 FM0946* NAVD 88     -      1209.3    (meters)    3968.     (feet)  VERTCON   
 FM0946  ___________________________________________________________________
 FM0946  LAPLACE CORR-          -2.33  (seconds)                    DEFLEC99
 FM0946  GEOID HEIGHT-         -23.87  (meters)                     GEOID03
 FM0946
 FM0946  HORZ ORDER  -  FIRST
 FM0946
 FM0946.The horizontal coordinates were established by classical geodetic methods
 FM0946.and adjusted by the National Geodetic Survey in December 1993..
 FM0946
 FM0946.The NAVD 88 height was computed by applying the VERTCON shift value to
 FM0946.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FM0946
 FM0946.The Laplace correction was computed from DEFLEC99 derived deflections.
 FM0946
 FM0946.The geoid height was determined by GEOID03.
 FM0946
 FM0946;                    North         East     Units Scale Factor Converg.
 FM0946;SPC NM E     -   462,980.333   282,590.055   MT  1.00007945   +0 44 36.9
 FM0946;SPC NM E     - 1,518,961.31    927,130.87   sFT  1.00007945   +0 44 36.9
 FM0946;SPC TX N     - 1,130,672.595    59,494.281   MT  0.99992033   -0 53 38.1
 FM0946;SPC TX N     - 3,709,548.34    195,190.82   sFT  0.99992033   -0 53 38.1
 FM0946;UTM  13      - 3,893,430.800   678,271.920   MT  0.99999168   +1 07 40.0
 FM0946
 FM0946!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FM0946!SPC NM E     -   0.99981396  x   1.00007945  =   0.99989339
 FM0946!SPC TX N     -   0.99981396  x   0.99992033  =   0.99973430
 FM0946!UTM  13      -   0.99981396  x   0.99999168  =   0.99980564
 FM0946
 FM0946:                Primary Azimuth Mark                     Grid Az
 FM0946:SPC NM E     -  3510325022                               046 14 39.7
 FM0946:SPC TX N     -  3510325022                               047 52 54.7
 FM0946:UTM  13      -  3510325022                               045 51 36.6
 FM0946
 FM0946|---------------------------------------------------------------------|
 FM0946| PID    Reference Object                     Distance      Geod. Az  |
 FM0946|                                                           dddmmss.s |
 FM0946| FM0948 3510325022                          473.913 METERS 0465916.6 |
 FM0946| CJ6484 GLENRIO RM 2                         21.687 METERS 18018     |
 FM0946| CJ6483 GLENRIO RM 1                         17.044 METERS 35952     |
 FM0946|---------------------------------------------------------------------|
 FM0946
 FM0946                          SUPERSEDED SURVEY CONTROL
 FM0946
 FM0946  NAD 83(1986)-  35 10 04.88470(N)    103 02 32.95673(W) AD(       ) 1
 FM0946  NAD 27      -  35 10 04.67500(N)    103 02 31.15200(W) AD(       ) 1
 FM0946  NGVD 29 (07/19/86) 1208.8    (m)         3966.     (f) VERT ANG       
 FM0946
 FM0946.Superseded values are not recommended for survey control.
 FM0946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0946.See file dsdata.txt to determine how the superseded data were derived.
 FM0946
 FM0946_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFU7827293431(NAD 83)
 FM0946_MARKER: DS = TRIANGULATION STATION DISK
 FM0946_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0946
 FM0946  HISTORY     - Date     Condition        Report By
 FM0946  HISTORY     - 1921     MONUMENTED       CGS
 FM0946  HISTORY     - 1950     GOOD             CGS
 FM0946  HISTORY     - 1972     GOOD             NGS
 FM0946
 FM0946                          STATION DESCRIPTION
 FM0946
 FM0946'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (EOH)
 FM0946'THE STATION IS ABOUT 3/4 MILE SOUTH OF GLENRIO, ON THE TEXAS-NEW
 FM0946'MEXICO BOUNDARY, ON THE SECOND SMALL KNOLL SOUTH OF THE TOWN
 FM0946'AND IN THE BOUNDARY-LINE FENCE NEAR MILEPOST NO. 218 OF THE
 FM0946'BOUNDARY SURVEY.  THE STATION, UNDER GROUND AND REFERENCE MARKS
 FM0946'ARE STANDARD DISKS SET IN CONCRETE.
 FM0946'REFERENCE MARK NO. 1 IS 17.14 METERS (56.2 FEET)
 FM0946'FROM THE STATION.
 FM0946
 FM0946                          STATION RECOVERY (1950)
 FM0946
 FM0946'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (DFM)
 FM0946'STATION STAMPED GLENRIO 1921 RECOVERED IN GOOD CONDITION.  THE
 FM0946'MARK WAS BURIED BY PACKED BLOW SAND.  IT WAS UNCOVERED AND AN AREA
 FM0946'BARED AROUND IT.  IT IS UNDER A N-S FENCE ON EAST SIDE OF
 FM0946'ROAD.
 FM0946
 FM0946                          STATION RECOVERY (1972)
 FM0946
 FM0946'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (CWW)
 FM0946'THE STATION AND ALL MARKS WERE FOUND AS DESCRIBED AND IN GOOD
 FM0946'CONDITION.
 FM0946'
 FM0946'HEIGHT OF LIGHT ABOVE STATION MARK 5.0 FEET.
 FM0946'
 FM0946'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 FM0946'0.75 SOUTH OF GLENRIO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1009 ***********************************************************************
 FO1009  DESIGNATION -  GLENWOOD
 FO1009  PID         -  FO1009
 FO1009  STATE/COUNTY-  NM/BERNALILLO
 FO1009  USGS QUAD   -  SANDIA CREST (1990)
 FO1009
 FO1009                         *CURRENT SURVEY CONTROL
 FO1009  ___________________________________________________________________
 FO1009* NAD 83(1992)-  35 07 56.24555(N)    106 29 34.79573(W)     ADJUSTED  
 FO1009* NAVD 88     -      1849.4    (meters)    6068.     (feet)  VERTCON   
 FO1009  ___________________________________________________________________
 FO1009  LAPLACE CORR-          15.24  (seconds)                    DEFLEC99
 FO1009  GEOID HEIGHT-         -20.24  (meters)                     GEOID03
 FO1009
 FO1009  HORZ ORDER  -  FIRST
 FO1009
 FO1009.The horizontal coordinates were established by classical geodetic methods
 FO1009.and adjusted by the National Geodetic Survey in December 1993..
 FO1009
 FO1009.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1009.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1009
 FO1009.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1009
 FO1009.The geoid height was determined by GEOID03.
 FO1009
 FO1009;                    North         East     Units Scale Factor Converg.
 FO1009;SPC NM C     -   458,276.309   477,855.036   MT  0.99990604   -0 08 23.4
 FO1009;SPC NM C     - 1,503,528.19  1,567,762.73   sFT  0.99990604   -0 08 23.4
 FO1009;UTM  13      - 3,888,733.732   363,975.776   MT  0.99982803   -0 51 33.5
 FO1009
 FO1009!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1009!SPC NM C     -   0.99971296  x   0.99990604  =   0.99961903
 FO1009!UTM  13      -   0.99971296  x   0.99982803  =   0.99954104
 FO1009
 FO1009:                Primary Azimuth Mark                     Grid Az
 FO1009:SPC NM C     -  JT 1                                     264 35 18.1
 FO1009:UTM  13      -  JT 1                                     265 18 28.2
 FO1009
 FO1009|---------------------------------------------------------------------|
 FO1009| PID    Reference Object                     Distance      Geod. Az  |
 FO1009|                                                           dddmmss.s |
 FO1009| FO1104 JT 1                                APPROX. 2.1 KM 2642654.7 |
 FO1009|---------------------------------------------------------------------|
 FO1009
 FO1009                          SUPERSEDED SURVEY CONTROL
 FO1009
 FO1009  NAD 83(1986)-  35 07 56.25158(N)    106 29 34.79674(W) AD(       ) 1
 FO1009  NAD 27      -  35 07 56.08772(N)    106 29 32.71575(W) AD(       ) 1
 FO1009  NGVD 29 (07/19/86) 1848.6    (m)         6065.     (f) VERT ANG       
 FO1009
 FO1009.Superseded values are not recommended for survey control.
 FO1009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1009.See file dsdata.txt to determine how the superseded data were derived.
 FO1009
 FO1009_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU6397688734(NAD 83)
 FO1009_MARKER: DS = TRIANGULATION STATION DISK
 FO1009_SETTING: 0 = UNSPECIFIED SETTING
 FO1009_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FO1009
 FO1009  HISTORY     - Date     Condition        Report By
 FO1009  HISTORY     - 1969     MONUMENTED       CGS
 FO1009
 FO1009                          STATION DESCRIPTION
 FO1009
 FO1009'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JLC)
 FO1009'THE STATION IS LOCATED ON PROPERTY OF THE CITY, ON THE TOP
 FO1009'OF THE GLENWOOD HILLS PUMP STATION WATER TANK WHICH IS CONSTRUCTED
 FO1009'OF CONCRETE, ABOUT 9-1/2 MILES EAST-NORTHEAST OF THE CENTER
 FO1009'OF ALBUQUERQUE AND 4-1/2 MILES NORTH OF INTERSTATE HIGHWAY 40.
 FO1009'
 FO1009'TO REACH THE STATION FROM THE JUNCTION OF JUAN TABO BLVD.
 FO1009'NE AND MONTGOMERY BLVD. NE IN THE NORTHEAST PART OF ALBUQUERQUE,
 FO1009'GO EAST ON MONTGOMERY BLVD. NE FOR 1.15 MILES TO A SIDE
 FO1009'ROAD LEFT.  TURN LEFT, GO NORTH AND EAST ON BLACKSTONE ROAD
 FO1009'NE FOR 0.1 MILE TO A SIDE ROAD LEFT.  TURN LEFT AND GO NORTH
 FO1009'ON A GRAVELED ROAD FOR 0.05 MILE TO THE STATION ON THE RIGHT.
 FO1009'
 FO1009'THE STATION MARK IS A STANDARD DISK STAMPED GLENWOOD 1969,
 FO1009'CEMENTED IN A DRILL HOLE IN THE CONCRETE ROOF OF THE TANK.
 FO1009'IT IS 4 FEET WEST OF THE VENT PIPE.
 FO1009'
 FO1009'J-T1 IS A NEW MEXICO STATE HIGHWAY COMMISSION DISK STAMPED
 FO1009'J-T1, SET IN THE TOP OF A 6-INCH CYLINDRICAL CONCRETE MONUMENT
 FO1009'FLUSH WITH THE GROUND.  THIS MARK WAS USED AS AN AZIMUTH
 FO1009'MARK.  IT IS LOCATED IN THE SOUTH ANGLE OF THE INTERSECTION
 FO1009'OF JUAN TABO BLVD. NE AND MONTGOMERY BLVD. NE, 32 FEET WEST OF
 FO1009'THE CENTER OF THE NORTH BOUND LANES OF JUAN TABO BLVD. NE, 30.2
 FO1009'FEET EAST OF THE CENTER OF THE SOUTH BOUND LANES OF JUAN
 FO1009'TABO BLVD. NE AND 16.2 FEET SOUTH OF THE NORTH END OF THE
 FO1009'MEDIAN OF JUAN TABO BLVD. NE.
 FO1009'
 FO1009'NOTE--NO REFERENCE MARKS WERE ESTABLISHED AT THIS TIME.
 FO1009'
 FO1009'HEIGHT OF LIGHT ABOVE STATION MARK 1.7 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0698 ***********************************************************************
 DT0698  DESIGNATION -  GLENWOOD RADIO MAST
 DT0698  PID         -  DT0698
 DT0698  STATE/COUNTY-  NM/CATRON
 DT0698  USGS QUAD   -  GLENWOOD (1965)
 DT0698
 DT0698                         *CURRENT SURVEY CONTROL
 DT0698  ___________________________________________________________________
 DT0698* NAD 83(1992)-  33 18 14.89087(N)    108 56 00.91505(W)     ADJUSTED  
 DT0698* NAVD 88     -                                                        
 DT0698  ___________________________________________________________________
 DT0698  LAPLACE CORR-          -0.29  (seconds)                    DEFLEC99
 DT0698  GEOID HEIGHT-         -24.19  (meters)                     GEOID03
 DT0698
 DT0698  HORZ ORDER  -  THIRD
 DT0698
 DT0698.The horizontal coordinates were established by classical geodetic methods
 DT0698.and adjusted by the National Geodetic Survey in December 1993..
 DT0698
 DT0698
 DT0698.The Laplace correction was computed from DEFLEC99 derived deflections.
 DT0698
 DT0698.The geoid height was determined by GEOID03.
 DT0698
 DT0698;                    North         East     Units Scale Factor Converg.
 DT0698;SPC NM W     -   256,023.553   727,537.951   MT  1.00004606   -0 36 15.1
 DT0698;SPC NM W     -   839,970.61  2,386,930.76   sFT  1.00004606   -0 36 15.1
 DT0698;SPC AZ E     -   256,157.607   328,190.290   MT  1.00006252   +0 40 37.7
 DT0698;SPC AZ E     -   840,412.10  1,076,739.80   iFT  1.00006252   +0 40 37.7
 DT0698;UTM  12      - 3,686,909.782   692,387.328   MT  1.00005636   +1 08 05.9
 DT0698
 DT0698                          SUPERSEDED SURVEY CONTROL
 DT0698
 DT0698  NAD 83(1992)-  33 18 14.89095(N)    108 56 00.91492(W) AD(       ) 4
 DT0698  NAD 83(1986)-  33 18 14.88945(N)    108 56 00.91477(W) AD(       ) 4
 DT0698  NAD 27      -  33 18 14.66106(N)    108 55 58.68608(W) AD(       ) 3
 DT0698
 DT0698.Superseded values are not recommended for survey control.
 DT0698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0698.See file dsdata.txt to determine how the superseded data were derived.
 DT0698
 DT0698_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB9238786910(NAD 83)
 DT0698_MARKER: 42 = RADIO/TV MAST
 DT0698
 DT0698  HISTORY     - Date     Condition        Report By
 DT0698  HISTORY     - 1966     FIRST OBSERVED   CGS
 DT0698  HISTORY     - 20040908 GOOD             GEOCAC
 DT0698
 DT0698                          STATION DESCRIPTION
 DT0698
 DT0698'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (JWC)
 DT0698'THE STATION IS ABOUT 6-1/4 MILES EAST OF THE NEW MEXICO - ARIZONA
 DT0698'STATE LINE AND 3-1/2 MILES WEST-SOUTHWEST OF GLENWOOD, ON THE
 DT0698'HIGHEST POINT OF BRUSHY MOUNTAIN AND ON PROPERTY OWNED BY MR.
 DT0698'KENNITH HOLLIMON.
 DT0698'
 DT0698'THE STATION IS THE CENTER OF A 40 FOOT HIGH, METAL MAST THAT
 DT0698'IS PAINTED SILVER.
 DT0698'
 DT0698'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION BRUSHY
 DT0698'MTN (USGS), THE DISTANCE BEING 31.85 FEET OR 9.709 METERS
 DT0698'NORTH-NORTHEAST OF STATION.
 DT0698
 DT0698                          STATION RECOVERY (2004)
 DT0698
 DT0698'RECOVERY NOTE BY GEOCACHING 2004 (CB)
 DT0698'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0697 ***********************************************************************
 DT0697  DESIGNATION -  GLENWOOD ST POLICE STA MAST
 DT0697  PID         -  DT0697
 DT0697  STATE/COUNTY-  NM/CATRON
 DT0697  USGS QUAD   -  GLENWOOD (1965)
 DT0697
 DT0697                         *CURRENT SURVEY CONTROL
 DT0697  ___________________________________________________________________
 DT0697* NAD 83(1992)-  33 18 14.35363(N)    108 56 01.50301(W)     ADJUSTED  
 DT0697* NAVD 88     -                                                        
 DT0697  ___________________________________________________________________
 DT0697  LAPLACE CORR-          -0.27  (seconds)                    DEFLEC99
 DT0697  GEOID HEIGHT-         -24.19  (meters)                     GEOID03
 DT0697
 DT0697  HORZ ORDER  -  THIRD
 DT0697
 DT0697.The horizontal coordinates were established by classical geodetic methods
 DT0697.and adjusted by the National Geodetic Survey in December 1993..
 DT0697
 DT0697
 DT0697.The Laplace correction was computed from DEFLEC99 derived deflections.
 DT0697
 DT0697.The geoid height was determined by GEOID03.
 DT0697
 DT0697;                    North         East     Units Scale Factor Converg.
 DT0697;SPC NM W     -   256,007.162   727,522.566   MT  1.00004610   -0 36 15.4
 DT0697;SPC NM W     -   839,916.83  2,386,880.29   sFT  1.00004610   -0 36 15.4
 DT0697;SPC AZ E     -   256,140.876   328,175.275   MT  1.00006248   +0 40 37.4
 DT0697;SPC AZ E     -   840,357.20  1,076,690.53   iFT  1.00006248   +0 40 37.4
 DT0697;UTM  12      - 3,686,892.932   692,372.447   MT  1.00005628   +1 08 05.6
 DT0697
 DT0697                          SUPERSEDED SURVEY CONTROL
 DT0697
 DT0697  NAD 83(1992)-  33 18 14.35372(N)    108 56 01.50288(W) AD(       ) 4
 DT0697  NAD 83(1986)-  33 18 14.35221(N)    108 56 01.50272(W) AD(       ) 4
 DT0697  NAD 27      -  33 18 14.12382(N)    108 55 59.27401(W) AD(       ) 3
 DT0697
 DT0697.Superseded values are not recommended for survey control.
 DT0697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0697.See file dsdata.txt to determine how the superseded data were derived.
 DT0697
 DT0697_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB9237286893(NAD 83)
 DT0697_MARKER: 42 = RADIO/TV MAST
 DT0697
 DT0697  HISTORY     - Date     Condition        Report By
 DT0697  HISTORY     - 1966     FIRST OBSERVED   CGS
 DT0697  HISTORY     - 20040908 GOOD             GEOCAC
 DT0697
 DT0697                          STATION DESCRIPTION
 DT0697
 DT0697'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (JWC)
 DT0697'THE STATION IS ABOUT 6-1/4 MILES EAST OF THE NEW MEXICO - ARIZONA
 DT0697'STATE LINE AND 3-1/2 MILES WEST-SOUTHWEST OF GLENWOOD, ON THE
 DT0697'HIGHEST POINT OF BRUSHY MOUNTAIN AND ON PROPERTY OWNED BY MR.
 DT0697'KENNETH HOLLIMON.
 DT0697'
 DT0697'THE STATION IS THE CENTER OF A 30 FOOT HIGH, METAL MAST THAT
 DT0697'IS PAINTED SILVER.
 DT0697'
 DT0697'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION BRUSHY
 DT0697'MTN (USGS), THE DISTANCE BEING 42.51 FEET OR 12.959 METERS
 DT0697'SOUTHWEST OF STATION.
 DT0697
 DT0697                          STATION RECOVERY (2004)
 DT0697
 DT0697'RECOVERY NOTE BY GEOCACHING 2004 (CB)
 DT0697'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0378 ***********************************************************************
 FN0378  DESIGNATION -  GLO
 FN0378  PID         -  FN0378
 FN0378  STATE/COUNTY-  NM/SAN MIGUEL
 FN0378  USGS QUAD   -  PECOS (1961)
 FN0378
 FN0378                         *CURRENT SURVEY CONTROL
 FN0378  ___________________________________________________________________
 FN0378* NAD 83(1986)-  35 33 34.     (N)    105 40 50.     (W)     SCALED    
 FN0378* NAVD 88     -      2135.02   (+/-2cm)    7004.6    (feet)  VERTCON   
 FN0378  ___________________________________________________________________
 FN0378  GEOID HEIGHT-         -18.04  (meters)                     GEOID03
 FN0378
 FN0378  VERT ORDER  -  ? (See Below)
 FN0378
 FN0378.The horizontal coordinates were scaled from a topographic map and have
 FN0378.an estimated accuracy of +/- 6 seconds.
 FN0378
 FN0378.The NAVD 88 height was computed by applying the VERTCON shift value to
 FN0378.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FN0378.The vertical order pertains to the NGVD 29 superseded value.
 FN0378
 FN0378.The geoid height was determined by GEOID03.
 FN0378
 FN0378;                    North         East    Units  Estimated Accuracy
 FN0378;SPC NM E     -   506,480.       42,870.      MT  (+/- 180 meters Scaled)
 FN0378
 FN0378                          SUPERSEDED SURVEY CONTROL
 FN0378
 FN0378  NGVD 29 (??/??/92) 2134.019  (m)         7001.36   (f) ADJ UNCH    ?  
 FN0378
 FN0378.Superseded values are not recommended for survey control.
 FN0378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0378.See file dsdata.txt to determine how the superseded data were derived.
 FN0378
 FN0378_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV383352(NAD 83)
 FN0378_MARKER: DD = SURVEY DISK
 FN0378_SETTING: 0 = UNSPECIFIED SETTING
 FN0378_STAMPING: 8-P.4 P.C 170 PC 169 AP 8
 FN0378_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FN0378
 FN0378  HISTORY     - Date     Condition        Report By
 FN0378  HISTORY     - UNK      MONUMENTED       USGLO
 FN0378  HISTORY     - 1935     GOOD             NGS
 FN0378
 FN0378                          STATION DESCRIPTION
 FN0378
 FN0378'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FN0378'0.7 MI S FROM PECOS R S.
 FN0378'0.7 MI. S. ALONG U.S. HWY 85 ON HWY 85, 30 FT. EAST OF CENTERLINE OF
 FN0378'THE HIGHWAY STAMPED 8-P.4 P.C 170 PC 169 AP8 ON TOP OF HILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0440 ***********************************************************************
 ER0440  DESIGNATION -  GLO 10 RM 1
 ER0440  PID         -  ER0440
 ER0440  STATE/COUNTY-  NM/CATRON
 ER0440  USGS QUAD   -  TEJANA MESA SW (1972)
 ER0440
 ER0440                         *CURRENT SURVEY CONTROL
 ER0440  ___________________________________________________________________
 ER0440* NAD 83(1992)-  34 15 35.09339(N)    108 41 38.18617(W)     ADJUSTED  
 ER0440* NAVD 88     -      2226.     (meters)    7303.     (feet)  SCALED    
 ER0440  ___________________________________________________________________
 ER0440  LAPLACE CORR-           3.36  (seconds)                    DEFLEC99
 ER0440  GEOID HEIGHT-         -21.76  (meters)                     GEOID03
 ER0440
 ER0440  HORZ ORDER  -  SECOND
 ER0440
 ER0440.The horizontal coordinates were established by classical geodetic methods
 ER0440.and adjusted by the National Geodetic Survey in December 1993..
 ER0440
 ER0440.The orthometric height was scaled from a topographic map.
 ER0440
 ER0440.The Laplace correction was computed from DEFLEC99 derived deflections.
 ER0440
 ER0440.The geoid height was determined by GEOID03.
 ER0440
 ER0440;                    North         East     Units Scale Factor Converg.
 ER0440;SPC NM W     -   361,804.598   750,741.304   MT  0.99999408   -0 29 04.2
 ER0440;SPC NM W     - 1,187,020.59  2,463,057.09   sFT  0.99999408   -0 29 04.2
 ER0440;UTM  12      - 3,793,363.175   712,330.362   MT  1.00015577   +1 17 55.2
 ER0440
 ER0440!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ER0440!SPC NM W     -   0.99965410  x   0.99999408  =   0.99964819
 ER0440!UTM  12      -   0.99965410  x   1.00015577  =   0.99980982
 ER0440
 ER0440                          SUPERSEDED SURVEY CONTROL
 ER0440
 ER0440  NAD 83(1992)-  34 15 35.09461(N)    108 41 38.18606(W) AD(       ) 2
 ER0440  NAD 83(1986)-  34 15 35.09463(N)    108 41 38.19083(W) AD(       ) 2
 ER0440  NAD 27      -  34 15 34.91864(N)    108 41 35.94103(W) AD(       ) 2
 ER0440
 ER0440.Superseded values are not recommended for survey control.
 ER0440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0440.See file dsdata.txt to determine how the superseded data were derived.
 ER0440
 ER0440_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYC1233093363(NAD 83)
 ER0440_MARKER: DD = SURVEY DISK
 ER0440_SETTING: 0 = UNSPECIFIED SETTING
 ER0440_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ER0440
 ER0440  HISTORY     - Date     Condition        Report By
 ER0440  HISTORY     - 1936     MONUMENTED       CGS
 ER0440
 ER0440                          STATION DESCRIPTION
 ER0440
 ER0440'DESCRIBED BY COAST AND GEODETIC SURVEY 1936
 ER0440'THE TWO REFERENCE MARKS ARE BRONZE DISKS SET IN
 ER0440'CONCRETE POSTS AND STAMPED U. S. G. L. O. NO. 1, 1931 AND U.
 ER0440'S. G. L. O.  NO. 2, 1931 RESPECTIVELY AND U. S. C. AND G. S.
 ER0440'1934 WAS STAMPED ON BOTH.  REFERENCE MARK NO. 1 IS
 ER0440'24.59 METERS (80.7 FEET) FROM THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0441 ***********************************************************************
 ER0441  DESIGNATION -  GLO 10 RM 2
 ER0441  PID         -  ER0441
 ER0441  STATE/COUNTY-  NM/CATRON
 ER0441  USGS QUAD   -  TEJANA MESA SW (1972)
 ER0441
 ER0441                         *CURRENT SURVEY CONTROL
 ER0441  ___________________________________________________________________
 ER0441* NAD 83(1992)-  34 15 35.14057(N)    108 41 39.45641(W)     ADJUSTED  
 ER0441* NAVD 88     -      2226.     (meters)    7303.     (feet)  SCALED    
 ER0441  ___________________________________________________________________
 ER0441  LAPLACE CORR-           3.36  (seconds)                    DEFLEC99
 ER0441  GEOID HEIGHT-         -21.76  (meters)                     GEOID03
 ER0441
 ER0441  HORZ ORDER  -  SECOND
 ER0441
 ER0441.The horizontal coordinates were established by classical geodetic methods
 ER0441.and adjusted by the National Geodetic Survey in December 1993..
 ER0441
 ER0441.The orthometric height was scaled from a topographic map.
 ER0441
 ER0441.The Laplace correction was computed from DEFLEC99 derived deflections.
 ER0441
 ER0441.The geoid height was determined by GEOID03.
 ER0441
 ER0441;                    North         East     Units Scale Factor Converg.
 ER0441;SPC NM W     -   361,806.327   750,708.820   MT  0.99999414   -0 29 04.9
 ER0441;SPC NM W     - 1,187,026.26  2,462,950.52   sFT  0.99999414   -0 29 04.9
 ER0441;UTM  12      - 3,793,363.892   712,297.835   MT  1.00015560   +1 17 54.5
 ER0441
 ER0441!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ER0441!SPC NM W     -   0.99965410  x   0.99999414  =   0.99964825
 ER0441!UTM  12      -   0.99965410  x   1.00015560  =   0.99980965
 ER0441
 ER0441                          SUPERSEDED SURVEY CONTROL
 ER0441
 ER0441  NAD 83(1992)-  34 15 35.14178(N)    108 41 39.45630(W) AD(       ) 2
 ER0441  NAD 83(1986)-  34 15 35.14180(N)    108 41 39.46107(W) AD(       ) 2
 ER0441  NAD 27      -  34 15 34.96609(N)    108 41 37.21061(W) AD(       ) 2
 ER0441
 ER0441.Superseded values are not recommended for survey control.
 ER0441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0441.See file dsdata.txt to determine how the superseded data were derived.
 ER0441
 ER0441_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYC1229893364(NAD 83)
 ER0441_MARKER: DD = SURVEY DISK
 ER0441_SETTING: 0 = UNSPECIFIED SETTING
 ER0441_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ER0441
 ER0441  HISTORY     - Date     Condition        Report By
 ER0441  HISTORY     - 1936     MONUMENTED       CGS
 ER0441
 ER0441                          STATION DESCRIPTION
 ER0441
 ER0441'DESCRIBED BY COAST AND GEODETIC SURVEY 1936
 ER0441'THE TWO REFERENCE MARKS ARE BRONZE DISKS SET IN
 ER0441'CONCRETE POSTS AND STAMPED U. S. G. L. O. NO. 1, 1931 AND U.
 ER0441'S. G. L. O.  NO. 2, 1931 RESPECTIVELY AND U. S. C. AND G. S.
 ER0441'1934 WAS STAMPED ON BOTH.  REFERENCE MARK NO. 2 IS
 ER0441'21.63 METERS (71.0 FEET) FROM THE
 ER0441'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0478 ***********************************************************************
 FP0478  DESIGNATION -  GLO 9
 FP0478  PID         -  FP0478
 FP0478  STATE/COUNTY-  NM/MCKINLEY
 FP0478  USGS QUAD   -  COTTONWOOD CANYON (1995)
 FP0478
 FP0478                         *CURRENT SURVEY CONTROL
 FP0478  ___________________________________________________________________
 FP0478* NAD 83(1992)-  35 19 15.86278(N)    108 22 12.91635(W)     ADJUSTED  
 FP0478* NAVD 88     -      2501.     (meters)    8205.     (feet)  SCALED    
 FP0478  ___________________________________________________________________
 FP0478  LAPLACE CORR-           2.58  (seconds)                    DEFLEC99
 FP0478  GEOID HEIGHT-         -20.23  (meters)                     GEOID03
 FP0478
 FP0478  HORZ ORDER  -  SECOND
 FP0478
 FP0478.The horizontal coordinates were established by classical geodetic methods
 FP0478.and adjusted by the National Geodetic Survey in December 1993..
 FP0478
 FP0478.The orthometric height was scaled from a topographic map.
 FP0478
 FP0478.The Laplace correction was computed from DEFLEC99 derived deflections.
 FP0478
 FP0478.The geoid height was determined by GEOID03.
 FP0478
 FP0478;                    North         East     Units Scale Factor Converg.
 FP0478;SPC NM W     -   479,331.859   781,181.503   MT  0.99994603   -0 18 37.6
 FP0478;SPC NM W     - 1,572,607.94  2,562,926.31   sFT  0.99994603   -0 18 37.6
 FP0478;UTM  12      - 3,911,822.898   739,055.554   MT  1.00030433   +1 31 16.1
 FP0478
 FP0478!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FP0478!SPC NM W     -   0.99961074  x   0.99994603  =   0.99955680
 FP0478!UTM  12      -   0.99961074  x   1.00030433  =   0.99991496
 FP0478
 FP0478                          SUPERSEDED SURVEY CONTROL
 FP0478
 FP0478  NAD 83(1992)-  35 19 15.86355(N)    108 22 12.91841(W) AD(       ) 2
 FP0478  NAD 83(1986)-  35 19 15.86411(N)    108 22 12.91844(W) AD(       ) 2
 FP0478  NAD 27      -  35 19 15.76000(N)    108 22 10.67000(W) AD(       ) 2
 FP0478
 FP0478.Superseded values are not recommended for survey control.
 FP0478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0478.See file dsdata.txt to determine how the superseded data were derived.
 FP0478
 FP0478_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYE3905611823(NAD 83)
 FP0478_MARKER: DD = SURVEY DISK
 FP0478_SETTING: 66 = SET IN ROCK OUTCROP
 FP0478_SP_SET: SET IN ROCK OUTCROP
 FP0478_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FP0478+STABILITY: POSITION/ELEVATION WELL
 FP0478
 FP0478  HISTORY     - Date     Condition        Report By
 FP0478  HISTORY     - 1934     MONUMENTED       USGLO
 FP0478
 FP0478                          STATION DESCRIPTION
 FP0478
 FP0478'DESCRIBED BY US GENERAL LAND OFFICE 1934
 FP0478'ABOUT 25 MILES SOUTHEAST OF GALLUP, ABOUT 10 MILES SOUTHEAST OF
 FP0478'MC GAFFEY, ON WOODED RIDGE RUNNING EAST AND WEST, ON SADDLE
 FP0478'SEPARATING TWO SMALL PEAKS OF THIS RIDGE.  TO REACH FROM GALLUP,
 FP0478'FOLLOW HIGHWAY 66 EAST ABOUT 12 MILES TO WINGATE RAILROAD
 FP0478'STATION, TURN SOUTH THROUGH STONE GATE AND GO 2.8 MILES TO OLD
 FP0478'FORT WINGATE.  AT TRADING POST TAKE RIGHT FORK AND FOLLOW MAIN
 FP0478'ROAD 8.2 MILES TO FORKS AT FAR END OF TOWN OF MC GAFFEY, TAKE
 FP0478'LEFT FORK AND FOLLOW MAIN ROAD 6.8 MILES TO CROSS ROAD AT
 FP0478'SCHOOLHOUSE, TURN LEFT AND GO 2.2 MILES TO WHERE ROAD TURNS
 FP0478'SOUTH, GO THROUGH GATE EAST 1.1 MILES, GO THROUGH GATE AT
 FP0478'ENTRANCE TO RANCH, CONTINUE ON ABOUT 200 FEET, TURN LEFT AND
 FP0478'FOLLOW ROAD NORTHEAST 0.4 MILE, TAKE RIGHT FORK AND GO 1.0
 FP0478'MILE.  FROM HERE STATION IS BEST REACHED BY A TEN-MINUTE WALK
 FP0478'TO TOP OF RIDGE (SOUTH), TURN EAST AND GO ABOUT 1/8 MILE.
 FP0478'STATION IS MARKED WITH A STANDARD GENERAL LAND OFFICE TABLET IN
 FP0478'SANDSTONE OUTCROP.  G. L. O. STATION 9 IS SIMILARLY MARKED
 FP0478'AND IS 69.175 METERS (226.95 FEET) (SLOPE DISTANCE) FROM
 FP0478'STATION S 47 DEG 11 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0620 ***********************************************************************
 GN0620  DESIGNATION -  GLO STATION 6 ECC
 GN0620  PID         -  GN0620
 GN0620  STATE/COUNTY-  NM/SAN JUAN
 GN0620  USGS QUAD   -  PUEBLO BONITO (1966)
 GN0620
 GN0620                         *CURRENT SURVEY CONTROL
 GN0620  ___________________________________________________________________
 GN0620* NAD 83(1992)-  36 00 08.44882(N)    107 58 05.83930(W)     ADJUSTED  
 GN0620* NAVD 88     -      1943.     (meters)    6375.     (feet)  SCALED    
 GN0620  ___________________________________________________________________
 GN0620  LAPLACE CORR-           0.98  (seconds)                    DEFLEC99
 GN0620  GEOID HEIGHT-         -20.98  (meters)                     GEOID03
 GN0620
 GN0620  HORZ ORDER  -  SECOND
 GN0620
 GN0620.The horizontal coordinates were established by classical geodetic methods
 GN0620.and adjusted by the National Geodetic Survey in December 1993..
 GN0620
 GN0620.The orthometric height was scaled from a topographic map.
 GN0620
 GN0620.The Laplace correction was computed from DEFLEC99 derived deflections.
 GN0620
 GN0620.The geoid height was determined by GEOID03.
 GN0620
 GN0620;                    North         East     Units Scale Factor Converg.
 GN0620;SPC NM W     -   554,790.943   817,833.298   MT  0.99991849   -0 04 45.6
 GN0620;SPC NM W     - 1,820,176.62  2,683,174.75   sFT  0.99991849   -0 04 45.6
 GN0620;UTM  13      - 3,988,284.763   232,445.839   MT  1.00048216   -1 44 45.1
 GN0620;UTM  12      - 3,988,460.927   773,272.561   MT  1.00052028   +1 46 59.5
 GN0620
 GN0620!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GN0620!SPC NM W     -   0.99969843  x   0.99991849  =   0.99961694
 GN0620!UTM  13      -   0.99969843  x   1.00048216  =   1.00018044
 GN0620!UTM  12      -   0.99969843  x   1.00052028  =   1.00021855
 GN0620
 GN0620|---------------------------------------------------------------------|
 GN0620| PID    Reference Object                     Distance      Geod. Az  |
 GN0620|                                                           dddmmss.s |
 GN0620| CD3455 GLO STATION 6 ECC RM 1              125.112 METERS 09347     |
 GN0620| GN0622 T21N R11W SECS 35 36 SC             119.985 METERS 10356     |
 GN0620| GO0415 STONY BUTTE                         APPROX.30.0 KM 2952757.8 |
 GN0620|---------------------------------------------------------------------|
 GN0620
 GN0620                          SUPERSEDED SURVEY CONTROL
 GN0620
 GN0620  NAD 83(1986)-  36 00 08.44885(N)    107 58 05.85027(W) AD(       ) 2
 GN0620  NAD 27      -  36 00 08.38900(N)    107 58 03.62300(W) AD(       ) 2
 GN0620
 GN0620.Superseded values are not recommended for survey control.
 GN0620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0620.See file dsdata.txt to determine how the superseded data were derived.
 GN0620
 GN0620_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBV3244688285(NAD 83)
 GN0620_MARKER: DD = SURVEY DISK
 GN0620_SETTING: 0 = UNSPECIFIED SETTING
 GN0620
 GN0620  HISTORY     - Date     Condition        Report By
 GN0620  HISTORY     - 1934     MONUMENTED       USGLO
 GN0620  HISTORY     - 1964     GOOD             CGS
 GN0620
 GN0620                          STATION DESCRIPTION
 GN0620
 GN0620'DESCRIBED BY US GENERAL LAND OFFICE 1934 (EBL)
 GN0620'JUST SOUTH OF PUEBLO BONITO, NEAR MC KINLEY COUNTY LINE, AND
 GN0620'CLOSE TO STANDARD CORNER OF SECS. 35 AND 36, T. 21 N., R. 11 W.
 GN0620'WHICH IS NAMED G.L.O. STATION 6.  TO REACH STATION FROM MAIN
 GN0620'STREET IN FARMINGTON, FOLLOW MILLER STREET SOUTH 0.6 MILE
 GN0620'ACROSS ANIMAS RIVER BRIDGE, TURN LEFT AND GO 12.6 MILES TO
 GN0620'BLOOMFIELD, FOLLOW STATE HIGHWAY 55 SOUTH AND SOUTHEAST 29.2
 GN0620'MILES TO OTISS STORE, TURN RIGHT AND FOLLOW MAIN ROAD AND SIGNS
 GN0620'TO CHACO CANYON NATIONAL MONUMENT, PUEBLO BONITO 22.2 MILES,
 GN0620'CROSS CHACO CANYON ARROYA AND FOLLOW MAIN ROAD TOWARD CROWN
 GN0620'POINT 4.2 MILES TO CATTLE GUARD.  STATION MARKED BY STANDARD
 GN0620'GENERAL LAND OFFICE TABLET IN CONCRETE.  410.47 FEET FROM
 GN0620'STATION S 86 DEG 13 MIN E.  G.L.O. STATION 6
 GN0620'IS MARKED WITH A STANDARD GENERAL LAND OFFICE DISK IN
 GN0620'CONCRETE, AND IS IN NORTH-SOUTH FENCE LINE, 0.1 MILE FROM
 GN0620'CATTLE GUARD MENTIONED ABOVE, AND 393.65 FEET FROM STATION
 GN0620'S 76 DEG 04 MIN E.  DISTANCE BETWEEN
 GN0620'REFERENCE MARK NO. 1 AND G.L.O. STATION 6 IS 73.13 FEET.  ALL
 GN0620'MARKS ARE STAMPED USC AND GS 1934.
 GN0620
 GN0620                          STATION RECOVERY (1964)
 GN0620
 GN0620'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (FHB)
 GN0620'THE STATION WAS RECOVERED AS DESCRIBED AND ALL G.L.O MARKS WERE
 GN0620'FOUND IN GOOD CONDITION.  A NEW DESCRIPTION ON HOW TO REACH
 GN0620'THE STATION FOLLOWS.
 GN0620'
 GN0620'TO REACH THE STATION FROM THE POST OFFICE IN CROWN POINT, GO
 GN0620'NORTH ON STATE HIGHWAY 56 FOR 2.2 MILES.  KEEP STRAIGHT AHEAD AT
 GN0620'THE DIAGONAL CROSS ROAD, NORTHEASTERLY ON STATE HIGHWAY 56 FOR
 GN0620'2.9 MILES.  TAKE THE LEFT FORK AS PER SIGN CHACO CANYON AND
 GN0620'CONTINUE NORTH ON THE HIGHWAY FOR 3.6 MILES.  TAKE THE LEFT FORK,
 GN0620'NORTHWESTERLY ON THE HIGHWAY FOR 9.7 MILES TO A CATTLE GUARD
 GN0620'AND A TRACK ROAD, LEFT.  TURN LEFT OFF THE HIGHWAY AND FOLLOW
 GN0620'THE TRACK ROAD WESTERLY FOR 0.8 MILE.  TAKE THE LEFT FORK AND GO
 GN0620'SOUTHWESTERLY FOR 0.9 MILE.  PASS THROUGH THE GATE, TURN
 GN0620'LEFT OFF THE TRACK ROAD AND GO SOUTHWEST, CROSS COUNTRY FOR
 GN0620'0.1 MILE TO THE STATION IN OPEN RANGE LAND.
 GN0620'
 GN0620'THIS STATION WAS VISITED BY ASTRONOMIC PARTY C-621.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0549 ***********************************************************************
 FP0549  DESIGNATION -  GLO STATION 8
 FP0549  PID         -  FP0549
 FP0549  STATE/COUNTY-  NM/MCKINLEY
 FP0549  USGS QUAD   -  TWIN LAKES (1979)
 FP0549
 FP0549                         *CURRENT SURVEY CONTROL
 FP0549  ___________________________________________________________________
 FP0549* NAD 83(1992)-  35 39 13.28564(N)    108 46 27.34976(W)     ADJUSTED  
 FP0549* NAVD 88     -      2058.     (meters)    6752.     (feet)  VERTCON   
 FP0549  ___________________________________________________________________
 FP0549  LAPLACE CORR-           0.34  (seconds)                    DEFLEC99
 FP0549  GEOID HEIGHT-         -21.00  (meters)                     GEOID03
 FP0549
 FP0549  HORZ ORDER  -  SECOND
 FP0549
 FP0549.The horizontal coordinates were established by classical geodetic methods
 FP0549.and adjusted by the National Geodetic Survey in December 1993..
 FP0549
 FP0549.The NAVD 88 height was computed by applying the VERTCON shift value to
 FP0549.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FP0549
 FP0549.The Laplace correction was computed from DEFLEC99 derived deflections.
 FP0549
 FP0549.The geoid height was determined by GEOID03.
 FP0549
 FP0549;                    North         East     Units Scale Factor Converg.
 FP0549;SPC NM W     -   516,508.093   744,798.735   MT  1.00000609   -0 32 54.6
 FP0549;SPC NM W     - 1,694,576.97  2,443,560.52   sFT  1.00000609   -0 32 54.6
 FP0549;UTM  12      - 3,947,820.612   701,490.060   MT  1.00010031   +1 17 52.0
 FP0549
 FP0549!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FP0549!SPC NM W     -   0.99968039  x   1.00000609  =   0.99968648
 FP0549!UTM  12      -   0.99968039  x   1.00010031  =   0.99978067
 FP0549
 FP0549                          SUPERSEDED SURVEY CONTROL
 FP0549
 FP0549  NAD 83(1992)-  35 39 13.28577(N)    108 46 27.35077(W) AD(       ) 2
 FP0549  NAD 83(1986)-  35 39 13.28676(N)    108 46 27.35094(W) AD(       ) 2
 FP0549  NAD 27      -  35 39 13.21315(N)    108 46 25.04020(W) AD(       ) 2
 FP0549  NGVD 29 (07/19/86) 2057.     (m)         6749.     (f) VERT ANG       
 FP0549
 FP0549.Superseded values are not recommended for survey control.
 FP0549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0549.See file dsdata.txt to determine how the superseded data were derived.
 FP0549
 FP0549_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYE0149047821(NAD 83)
 FP0549_MARKER: DD = SURVEY DISK
 FP0549_SETTING: 0 = UNSPECIFIED SETTING
 FP0549_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FP0549_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FP0549+SATELLITE: SATELLITE OBSERVATIONS - December 04, 2004
 FP0549
 FP0549  HISTORY     - Date     Condition        Report By
 FP0549  HISTORY     - 1934     MONUMENTED       USGLO
 FP0549  HISTORY     - 20041204 GOOD             INDIV
 FP0549
 FP0549                          STATION DESCRIPTION
 FP0549
 FP0549'DESCRIBED BY US GENERAL LAND OFFICE 1934 (EBL)
 FP0549'ABOUT 10 MILES NORTH OF GALLUP, AT THE STANDARD QUARTER-SECTION
 FP0549'CORNER OF SEC. 32, T. 17 N., R. 18 W., MARKED WITH A STANDARD
 FP0549'GENERAL LAND OFFICE TABLET STAMPED USC AND GS AND SET, IN
 FP0549'CONCRETE BLOCK.  STATION IS 20.304 METERS (66.61 FEET) IN
 FP0549'AZIMUTH 337 DEG 04 MIN FROM G.L.O. STATION S, ECCENTRIC.
 FP0549
 FP0549                          STATION RECOVERY (2004)
 FP0549
 FP0549'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (MWD)
 FP0549'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0550 ***********************************************************************
 FP0550  DESIGNATION -  GLO STATION 8 ECC
 FP0550  PID         -  FP0550
 FP0550  STATE/COUNTY-  NM/MCKINLEY
 FP0550  USGS QUAD   -  TWIN LAKES (1979)
 FP0550
 FP0550                         *CURRENT SURVEY CONTROL
 FP0550  ___________________________________________________________________
 FP0550* NAD 83(1992)-  35 39 13.89204(N)    108 46 27.66401(W)     ADJUSTED  
 FP0550* NAVD 88     -      2058.     (meters)    6752.     (feet)  VERTCON   
 FP0550  ___________________________________________________________________
 FP0550  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 FP0550  GEOID HEIGHT-         -21.00  (meters)                     GEOID03
 FP0550
 FP0550  HORZ ORDER  -  FIRST
 FP0550
 FP0550.The horizontal coordinates were established by classical geodetic methods
 FP0550.and adjusted by the National Geodetic Survey in December 1993..
 FP0550
 FP0550.The NAVD 88 height was computed by applying the VERTCON shift value to
 FP0550.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FP0550
 FP0550.The Laplace correction was computed from DEFLEC99 derived deflections.
 FP0550
 FP0550.The geoid height was determined by GEOID03.
 FP0550
 FP0550;                    North         East     Units Scale Factor Converg.
 FP0550;SPC NM W     -   516,526.857   744,791.009   MT  1.00000611   -0 32 54.7
 FP0550;SPC NM W     - 1,694,638.53  2,443,535.17   sFT  1.00000611   -0 32 54.7
 FP0550;UTM  12      - 3,947,839.120   701,481.733   MT  1.00010027   +1 17 51.9
 FP0550
 FP0550!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FP0550!SPC NM W     -   0.99968039  x   1.00000611  =   0.99968650
 FP0550!UTM  12      -   0.99968039  x   1.00010027  =   0.99978063
 FP0550
 FP0550|---------------------------------------------------------------------|
 FP0550| PID    Reference Object                     Distance      Geod. Az  |
 FP0550|                                                           dddmmss.s |
 FP0550| FP0555 GLO STATION 8 RM 1                   26.924 METERS 09447     |
 FP0550| FP0549 GLO STATION 8                        20.292 METERS 15704     |
 FP0550| FP0567 CHUSCA                              APPROX.26.3 KM 3472506.5 |
 FP0550|---------------------------------------------------------------------|
 FP0550
 FP0550                          SUPERSEDED SURVEY CONTROL
 FP0550
 FP0550  NAD 83(1992)-  35 39 13.89216(N)    108 46 27.66501(W) AD(       ) 1
 FP0550  NAD 83(1986)-  35 39 13.89315(N)    108 46 27.66519(W) AD(       ) 1
 FP0550  NAD 27      -  35 39 13.81984(N)    108 46 25.35457(W) AD(       ) 1
 FP0550  NGVD 29 (07/19/86) 2057.     (m)         6749.     (f) VERT ANG       
 FP0550
 FP0550.Superseded values are not recommended for survey control.
 FP0550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0550.See file dsdata.txt to determine how the superseded data were derived.
 FP0550
 FP0550_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYE0148247839(NAD 83)
 FP0550_MARKER: DD = SURVEY DISK
 FP0550_SETTING: 0 = UNSPECIFIED SETTING
 FP0550_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FP0550
 FP0550  HISTORY     - Date     Condition        Report By
 FP0550  HISTORY     - 1934     MONUMENTED       USGLO
 FP0550  HISTORY     - 1977     GOOD             LOCENG
 FP0550
 FP0550                          STATION DESCRIPTION
 FP0550
 FP0550'DESCRIBED BY US GENERAL LAND OFFICE 1934 (EBL)
 FP0550'ABOUT 10 MILES NORTH OF GALLUP, NEAR G.L.O. STATION S AND IDENTICAL
 FP0550'WITH REFERENCE MARK NO. 2 OF THAT STATION.  TO REACH FROM GALLUP,
 FP0550'FOLLOW U.S. HIGHWAY 666 NORTH 9.0 MILES FROM RAILROAD, TURN LEFT
 FP0550'OFF HIGHWAY, THEN SHARPLY TO RIGHT AND FOLLOW ROAD 0.4
 FP0550'MILE, TURN RIGHT AND GO 0.2 MILE TO TOP OF MESA AND STATION.
 FP0550'STATION MARKED WITH A STANDARD GENERAL LAND OFFICE TABLET IN
 FP0550'CONCRETE BLOCK.  REFERENCE MARK NO. 1 IS STANDARD GENERAL
 FP0550'LAND OFFICE TABLET IN CONCRETE BLOCK, 26.933 METERS (88.36
 FP0550'FEET), FROM STATION N 94 DEG 48 MIN E.  G.L.O. STATION
 FP0550'8, MARKED WITH A GENERAL LAND OFFICE TABLET IN CONCRETE
 FP0550'BLOCK, IS 20.304 METERS (66.61 FEET) FROM STATION
 FP0550'S 22 DEG 56 MIN E.  ALL MARKS ARE STAMPED USC AND GS.
 FP0550
 FP0550                          STATION RECOVERY (1977)
 FP0550
 FP0550'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1977 (FJM)
 FP0550'GLO 8 ECC, GLO 8 RECOVERED IN GOOD CONDITION.
 FP0550'
 FP0550'DESCRIPTION ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0477 ***********************************************************************
 FP0477  DESIGNATION -  GLO STATION 9 ECC
 FP0477  PID         -  FP0477
 FP0477  STATE/COUNTY-  NM/MCKINLEY
 FP0477  USGS QUAD   -  COTTONWOOD CANYON (1995)
 FP0477
 FP0477                         *CURRENT SURVEY CONTROL
 FP0477  ___________________________________________________________________
 FP0477* NAD 83(1992)-  35 19 17.38844(N)    108 22 14.92517(W)     ADJUSTED  
 FP0477* NAVD 88     -      2501.     (meters)    8205.     (feet)  SCALED    
 FP0477  ___________________________________________________________________
 FP0477  LAPLACE CORR-           2.58  (seconds)                    DEFLEC99
 FP0477  GEOID HEIGHT-         -20.24  (meters)                     GEOID03
 FP0477
 FP0477  HORZ ORDER  -  SECOND
 FP0477
 FP0477.The horizontal coordinates were established by classical geodetic methods
 FP0477.and adjusted by the National Geodetic Survey in December 1993..
 FP0477
 FP0477.The orthometric height was scaled from a topographic map.
 FP0477
 FP0477.The Laplace correction was computed from DEFLEC99 derived deflections.
 FP0477
 FP0477.The geoid height was determined by GEOID03.
 FP0477
 FP0477;                    North         East     Units Scale Factor Converg.
 FP0477;SPC NM W     -   479,379.150   781,131.022   MT  0.99994609   -0 18 38.7
 FP0477;SPC NM W     - 1,572,763.09  2,562,760.69   sFT  0.99994609   -0 18 38.7
 FP0477;UTM  12      - 3,911,868.567   739,003.568   MT  1.00030402   +1 31 15.0
 FP0477
 FP0477!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FP0477!SPC NM W     -   0.99961074  x   0.99994609  =   0.99955686
 FP0477!UTM  12      -   0.99961074  x   1.00030402  =   0.99991465
 FP0477
 FP0477:                Primary Azimuth Mark                     Grid Az
 FP0477:SPC NM W     -  HOSTA                                    028 43 50.3
 FP0477:UTM  12      -  HOSTA                                    026 53 56.6
 FP0477
 FP0477|---------------------------------------------------------------------|
 FP0477| PID    Reference Object                     Distance      Geod. Az  |
 FP0477|                                                           dddmmss.s |
 FP0477| FP0449 HOSTA                               APPROX.33.5 KM 0282511.6 |
 FP0477| FP0478 GLO 9                                69.175 METERS 13249     |
 FP0477| CD3457 GLO STATION 9 RM 1                                 14356     |
 FP0477|---------------------------------------------------------------------|
 FP0477
 FP0477                          SUPERSEDED SURVEY CONTROL
 FP0477
 FP0477  NAD 83(1992)-  35 19 17.38920(N)    108 22 14.92723(W) AD(       ) 2
 FP0477  NAD 83(1986)-  35 19 17.38976(N)    108 22 14.92725(W) AD(       ) 2
 FP0477  NAD 27      -  35 19 17.28100(N)    108 22 12.67400(W) AD(       ) 2
 FP0477
 FP0477.Superseded values are not recommended for survey control.
 FP0477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0477.See file dsdata.txt to determine how the superseded data were derived.
 FP0477
 FP0477_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYE3900411869(NAD 83)
 FP0477_MARKER: DD = SURVEY DISK
 FP0477_SETTING: 66 = SET IN ROCK OUTCROP
 FP0477
 FP0477  HISTORY     - Date     Condition        Report By
 FP0477  HISTORY     - 1934     MONUMENTED       USGLO
 FP0477  HISTORY     - 1964     GOOD             CGS
 FP0477
 FP0477                          STATION DESCRIPTION
 FP0477
 FP0477'DESCRIBED BY US GENERAL LAND OFFICE 1934 (EBL)
 FP0477'ABOUT 25 MILES SOUTHEAST OF GALLUP, ABOUT 10 MILES SOUTHEAST OF
 FP0477'MC GAFFEY, ON WOODED RIDGE RUNNING EAST AND WEST, ON SADDLE
 FP0477'SEPARATING TWO SMALL PEAKS OF THIS RIDGE.  TO REACH FROM GALLUP,
 FP0477'FOLLOW HIGHWAY 66 EAST ABOUT 12 MILES TO WINGATE RAILROAD
 FP0477'STATION, TURN SOUTH THROUGH STONE GATE AND GO 2.8 MILES TO OLD
 FP0477'FORT WINGATE.  AT TRADING POST TAKE RIGHT FORK AND FOLLOW MAIN
 FP0477'ROAD 8.2 MILES TO FORKS AT FAR END OF TOWN OF MC GAFFEY, TAKE
 FP0477'LEFT FORK AND FOLLOW MAIN ROAD 6.8 MILES TO CROSS ROAD AT
 FP0477'SCHOOLHOUSE, TURN LEFT AND GO 2.2 MILES TO WHERE ROAD TURNS
 FP0477'SOUTH, GO THROUGH GATE EAST 1.1 MILES, GO THROUGH GATE AT
 FP0477'ENTRANCE TO RANCH, CONTINUE ON ABOUT 200 FEET, TURN LEFT AND
 FP0477'FOLLOW ROAD NORTHEAST 0.4 MILE, TAKE RIGHT FORK AND GO 1.0
 FP0477'MILE.  FROM HERE STATION IS BEST REACHED BY A TEN-MINUTE WALK
 FP0477'TO TOP OF RIDGE (SOUTH), TURN EAST AND GO ABOUT 1/8 MILE.
 FP0477'STATION IS MARKED WITH A STANDARD GENERAL LAND OFFICE TABLET IN
 FP0477'SANDSTONE OUTCROP.  G. L. O. STATION 9 IS SIMILARLY MARKED
 FP0477'AND IS 69.175 METERS (226.95 FEET) (SLOPE DISTANCE) FROM
 FP0477'STATION S 47 DEG 11 MIN W.  REFERENCE MARK NO. 1 IS
 FP0477'ALSO SIMILIARLY MARKED, AND IS 66.375 METERS (217.77 FEET)
 FP0477'FROM STATION S 36 DEG 04 MIN W.
 FP0477
 FP0477                          STATION RECOVERY (1964)
 FP0477
 FP0477'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (FHB)
 FP0477'REFERENCE MARKS 1 AND 2 AND THE STATION MARK WERE RECOVERED IN GOOD
 FP0477'CONDITION.  A NEW DESCRIPTION TO REACH THE STATION FOLLOWS.
 FP0477'
 FP0477'TO REACH FROM THE POST OFFICE IN FT. WINGATE, GO SOUTHERLY ON
 FP0477'PAVED ROAD 7.8 MILES TO A SIDE ROAD RIGHT IN THE SMALL COMMUNITY
 FP0477'OF MC GAFFEY, CONTINUE AHEAD 5.2 MILES TO A CROSS ROADS AND SIGN
 FP0477'GRANTS 46.  TURN LEFT AND GO EAST 2.2 MILES TO A GATE AND A
 FP0477'3-WAY FORK, TAKE THE CENTER ROAD AND GO 0.9 MILE TO A FORK, GO
 FP0477'LEFT 0.2 MILE TO AN ABANDONED RANCH HOME ON THE RIGHT, CONTINUE
 FP0477'AHEAD 0.15 MILE TO A FENCE CORNER AND AN OAK TREE ON THE
 FP0477'RIGHT.  TURN RIGHT AND FOLLOW OPEN VALLEY EASTERLY 0.9 MILE TO
 FP0477'THE END OF TRUCK TRAVEL.  PACK NORTH TO THE STATION, ABOUT A 30
 FP0477'MINUTE PACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0682 ***********************************************************************
 FN0682  DESIGNATION -  GLORIETA LOOKOUT TOWER
 FN0682  PID         -  FN0682
 FN0682  STATE/COUNTY-  NM/SANTA FE
 FN0682  USGS QUAD   -  MC CLURE RESERVOIR (1976)
 FN0682
 FN0682                         *CURRENT SURVEY CONTROL
 FN0682  ___________________________________________________________________
 FN0682* NAD 83(1992)-  35 38 59.46829(N)    105 47 59.16590(W)     ADJUSTED  
 FN0682* NAVD 88     -                                                        
 FN0682  ___________________________________________________________________
 FN0682  LAPLACE CORR-           5.48  (seconds)                    DEFLEC99
 FN0682  GEOID HEIGHT-         -17.80  (meters)                     GEOID03
 FN0682
 FN0682  HORZ ORDER  -  THIRD
 FN0682
 FN0682.The horizontal coordinates were established by classical geodetic methods
 FN0682.and adjusted by the National Geodetic Survey in December 1993..
 FN0682
 FN0682
 FN0682.The Laplace correction was computed from DEFLEC99 derived deflections.
 FN0682
 FN0682.The geoid height was determined by GEOID03.
 FN0682
 FN0682;                    North         East     Units Scale Factor Converg.
 FN0682;SPC NM C     -   515,759.232   540,769.298   MT  0.99992048   +0 15 44.7
 FN0682;SPC NM C     - 1,692,120.08  1,774,173.94   sFT  0.99992048   +0 15 44.7
 FN0682;SPC NM E     -   516,661.131    32,206.193   MT  1.00012633   -0 51 17.3
 FN0682;SPC NM E     - 1,695,079.06    105,663.15   sFT  1.00012633   -0 51 17.3
 FN0682;UTM  13      - 3,945,407.603   427,600.735   MT  0.99966459   -0 27 58.1
 FN0682
 FN0682                          SUPERSEDED SURVEY CONTROL
 FN0682
 FN0682  NAD 83(1986)-  35 38 59.46832(N)    105 47 59.17483(W) AD(       ) 4
 FN0682  NAD 27      -  35 38 59.35200(N)    105 47 57.10700(W) AD(       ) 3
 FN0682
 FN0682.Superseded values are not recommended for survey control.
 FN0682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0682.See file dsdata.txt to determine how the superseded data were derived.
 FN0682
 FN0682_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV2760145408(NAD 83)
 FN0682_MARKER: 57 = LOOKOUT TOWER
 FN0682
 FN0682  HISTORY     - Date     Condition        Report By
 FN0682  HISTORY     - 1953     FIRST OBSERVED   CGS
 FN0682
 FN0682                          STATION DESCRIPTION
 FN0682
 FN0682'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (WRH)
 FN0682'STATION IS A USFS LOOKOUT TOWER WITH A STANDARD HOUSE ON TOP.
 FN0682'IT IS APPROXIMATELY 50 FEET IN HEIGHT AND HAS A SLOPING ROOF.
 FN0682'THE PEAK OF THE ROOF WAS INTERSECTED.
 FN0682'
 FN0682'IT IS LOCATED ABOUT 1-1/2 MILES SOUTH OF THOMPSON PEAK, ON THE
 FN0682'SAME RIDGE AND SLIGHTLY LOWER IN ELEVATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS1359 ***********************************************************************
 DS1359  DESIGNATION -  GLORIETTA
 DS1359  PID         -  DS1359
 DS1359  STATE/COUNTY-  NM/SOCORRO
 DS1359  USGS QUAD   -  BLACK HILL (1980)
 DS1359
 DS1359                         *CURRENT SURVEY CONTROL
 DS1359  ___________________________________________________________________
 DS1359* NAD 83(1992)-  33 33 19.24534(N)    107 14 02.84272(W)     ADJUSTED  
 DS1359* NAVD 88     -      1740.     (meters)    5709.     (feet)  VERTCON   
 DS1359  ___________________________________________________________________
 DS1359  LAPLACE CORR-          -4.87  (seconds)                    DEFLEC99
 DS1359  GEOID HEIGHT-         -22.72  (meters)                     GEOID03
 DS1359
 DS1359  HORZ ORDER  -  THIRD
 DS1359
 DS1359.The horizontal coordinates were established by classical geodetic methods
 DS1359.and adjusted by the National Geodetic Survey in December 1993..
 DS1359
 DS1359.The NAVD 88 height was computed by applying the VERTCON shift value to
 DS1359.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DS1359
 DS1359.The Laplace correction was computed from DEFLEC99 derived deflections.
 DS1359
 DS1359.The geoid height was determined by GEOID03.
 DS1359
 DS1359;                    North         East     Units Scale Factor Converg.
 DS1359;SPC NM C     -   283,772.287   408,618.404   MT  1.00000292   -0 32 38.4
 DS1359;SPC NM C     -   931,009.58  1,340,608.88   sFT  1.00000292   -0 32 38.4
 DS1359;UTM  13      - 3,715,091.185   292,594.201   MT  1.00013036   -1 14 07.2
 DS1359
 DS1359!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS1359!SPC NM C     -   0.99973051  x   1.00000292  =   0.99973343
 DS1359!UTM  13      -   0.99973051  x   1.00013036  =   0.99986084
 DS1359
 DS1359:                Primary Azimuth Mark                     Grid Az
 DS1359:SPC NM C     -  NOGAL                                    147 06 49.8
 DS1359:UTM  13      -  NOGAL                                    147 48 18.6
 DS1359
 DS1359|---------------------------------------------------------------------|
 DS1359| PID    Reference Object                     Distance      Geod. Az  |
 DS1359|                                                           dddmmss.s |
 DS1359| DS1350 NOGAL                               APPROX. 3.8 KM 1463411.4 |
 DS1359|---------------------------------------------------------------------|
 DS1359
 DS1359                          SUPERSEDED SURVEY CONTROL
 DS1359
 DS1359  NAD 83(1986)-  33 33 19.25291(N)    107 14 02.84531(W) AD(       ) 3
 DS1359  NAD 27      -  33 33 19.00384(N)    107 14 00.71781(W) AD(       ) 3
 DS1359  NGVD 29 (07/19/86) 1739.     (m)         5705.     (f) VERT ANG       
 DS1359
 DS1359.Superseded values are not recommended for survey control.
 DS1359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS1359.See file dsdata.txt to determine how the superseded data were derived.
 DS1359
 DS1359_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBT9259415091(NAD 83)
 DS1359_MARKER: DD = SURVEY DISK
 DS1359_SETTING: 66 = SET IN ROCK OUTCROP
 DS1359_SP_SET: SET IN BEDROCK
 DS1359_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DS1359+STABILITY: POSITION/ELEVATION WELL
 DS1359
 DS1359  HISTORY     - Date     Condition        Report By
 DS1359  HISTORY     - 1958     MONUMENTED       USGS
 DS1359
 DS1359                          STATION DESCRIPTION
 DS1359
 DS1359'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 DS1359'STATION IS ON THE HIGHEST POINT OF A LONE, SHARP PEAK ON THE S. RIM
 DS1359'OF NOGAL CANYON.  PEAK IS APPROXIMATELY 30.0 MI. (AIRLINE) N. OF
 DS1359'TRUTH OR CONSEQUENCES AND APPROXIMATELY 2.0 MI. (AIRLINE) W. OF A
 DS1359'POINT WHERE U.S. HIGHWAY 85 CROSSES NOGAL CANYON.
 DS1359'
 DS1359'STATION IS REACHED FROM POST OFFICE IN TRUTH OR CONSEQUENCES BY
 DS1359'DRIVING N. FOR 28.2 MI. ON U.S. HIGHWAY 85 TO T-RD. W.  TURN W. AND
 DS1359'DRIVE ON GRADED RD. FOR 1.3 MI. TO JUNCTION WITH OLD HIGHWAY 85.
 DS1359'TURN N. AND FOLLOW OLD RD. FOR 1.0 MI. TO T-RD. W.  TURN W. AND
 DS1359'FOLLOW TRACK RD. FOR 2.0 MI. TO RIM OVERLOOKING NOGAL CANYON AND
 DS1359'END OF TRUCK TRAVEL.  PACK UP PEAK TO E. OF THIS POINT TO TOP AND
 DS1359'STATION.
 DS1359'
 DS1359'STATION MARK--STANDARD TABLET CEMENTED IN BEDROCK FLUSH WITH GROUND,
 DS1359'AND STAMPED ---GLORIETTA 1958---.
 DS1359'
 DS1359'NO MENTION OF REFERENCE MARKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0715 ***********************************************************************
 CE0715  DESIGNATION -  GLORIOUS
 CE0715  PID         -  CE0715
 CE0715  STATE/COUNTY-  NM/LUNA
 CE0715  USGS QUAD   -  COYOTE HILL (1966)
 CE0715
 CE0715                         *CURRENT SURVEY CONTROL
 CE0715  ___________________________________________________________________
 CE0715* NAD 83(1992)-  31 47 18.19184(N)    107 23 10.38994(W)     ADJUSTED  
 CE0715* NAVD 88     -      1284.     (meters)    4213.     (feet)  SCALED    
 CE0715  ___________________________________________________________________
 CE0715  LAPLACE CORR-           2.62  (seconds)                    DEFLEC99
 CE0715  GEOID HEIGHT-         -24.73  (meters)                     GEOID03
 CE0715
 CE0715  HORZ ORDER  -  THIRD
 CE0715
 CE0715.The horizontal coordinates were established by classical geodetic methods
 CE0715.and adjusted by the National Geodetic Survey in December 1993..
 CE0715
 CE0715.The orthometric height was scaled from a topographic map.
 CE0715
 CE0715.The Laplace correction was computed from DEFLEC99 derived deflections.
 CE0715
 CE0715.The geoid height was determined by GEOID03.
 CE0715
 CE0715;                    North         East     Units Scale Factor Converg.
 CE0715;SPC NM W     -    87,493.118   872,342.608   MT  0.99993877   +0 14 07.9
 CE0715;SPC NM W     -   287,050.34  2,862,010.71   sFT  0.99993877   +0 14 07.9
 CE0715;UTM  13      - 3,519,459.652   274,063.413   MT  1.00022962   -1 15 27.2
 CE0715
 CE0715!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CE0715!SPC NM W     -   0.99980237  x   0.99993877  =   0.99974116
 CE0715!UTM  13      -   0.99980237  x   1.00022962  =   1.00003195
 CE0715
 CE0715:                Primary Azimuth Mark                     Grid Az
 CE0715:SPC NM W     -  RAT                                      082 02 12.1
 CE0715:UTM  13      -  RAT                                      083 31 47.2
 CE0715
 CE0715|---------------------------------------------------------------------|
 CE0715| PID    Reference Object                     Distance      Geod. Az  |
 CE0715|                                                           dddmmss.s |
 CE0715| CE0711 RAT                                 APPROX.18.6 KM 0821620.0 |
 CE0715|---------------------------------------------------------------------|
 CE0715
 CE0715                          SUPERSEDED SURVEY CONTROL
 CE0715
 CE0715  NAD 83(1986)-  31 47 18.19435(N)    107 23 10.38607(W) AD(       ) 3
 CE0715  NAD 27      -  31 47 17.82544(N)    107 23 08.32362(W) AD(       ) 3
 CE0715
 CE0715.Superseded values are not recommended for survey control.
 CE0715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0715.See file dsdata.txt to determine how the superseded data were derived.
 CE0715
 CE0715_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RBR7406319460(NAD 83)
 CE0715_MARKER: DD = SURVEY DISK
 CE0715_SETTING: 0 = UNSPECIFIED SETTING
 CE0715_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CE0715
 CE0715  HISTORY     - Date     Condition        Report By
 CE0715  HISTORY     - 1917     MONUMENTED       USGS
 CE0715
 CE0715                          STATION DESCRIPTION
 CE0715
 CE0715'DESCRIBED BY US GEOLOGICAL SURVEY 1917
 CE0715'ON A HILL ABOUT 2 MI. SE. OF ARENA, A STATION ON THE EL PASO AND
 CE0715'SOUTHWESTERN RAILROAD.
 CE0715'
 CE0715'STATION MARK - BRONZE TABLET.
 CE0715'
 CE0715'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0649 ***********************************************************************
 GN0649  DESIGNATION -  GOBERNADOR
 GN0649  PID         -  GN0649
 GN0649  STATE/COUNTY-  NM/RIO ARRIBA
 GN0649  USGS QUAD   -  DELGADITA MESA (1985)
 GN0649
 GN0649                         *CURRENT SURVEY CONTROL
 GN0649  ___________________________________________________________________
 GN0649* NAD 83(1992)-  36 42 55.31052(N)    107 36 05.31688(W)     ADJUSTED  
 GN0649* NAVD 88     -      2126.5    (meters)    6977.     (feet)  VERTCON   
 GN0649  ___________________________________________________________________
 GN0649  LAPLACE CORR-           3.36  (seconds)                    DEFLEC99
 GN0649  GEOID HEIGHT-         -20.48  (meters)                     GEOID03
 GN0649
 GN0649  HORZ ORDER  -  SECOND
 GN0649
 GN0649.The horizontal coordinates were established by classical geodetic methods
 GN0649.and adjusted by the National Geodetic Survey in December 1993..
 GN0649
 GN0649.The NAVD 88 height was computed by applying the VERTCON shift value to
 GN0649.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GN0649
 GN0649.The Laplace correction was computed from DEFLEC99 derived deflections.
 GN0649
 GN0649.The geoid height was determined by GEOID03.
 GN0649
 GN0649;                    North         East     Units Scale Factor Converg.
 GN0649;SPC NM C     -   634,737.163   379,264.714   MT  1.00007953   -0 48 29.0
 GN0649;SPC NM C     - 2,082,466.84  1,244,304.32   sFT  1.00007953   -0 48 29.0
 GN0649;SPC NM W     -   633,921.407   850,712.890   MT  0.99992195   +0 08 19.0
 GN0649;SPC NM W     - 2,079,790.48  2,791,047.21   sFT  0.99992195   +0 08 19.0
 GN0649;UTM  13      - 4,066,452.329   267,647.910   MT  1.00026517   -1 33 21.5
 GN0649
 GN0649!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GN0649!SPC NM C     -   0.99966960  x   1.00007953  =   0.99974910
 GN0649!SPC NM W     -   0.99966960  x   0.99992195  =   0.99959157
 GN0649!UTM  13      -   0.99966960  x   1.00026517  =   0.99993468
 GN0649
 GN0649|---------------------------------------------------------------------|
 GN0649| PID    Reference Object                     Distance      Geod. Az  |
 GN0649|                                                           dddmmss.s |
 GN0649| CD3459 GOBERNADOR RM 1                       9.449 METERS 03155     |
 GN0649| CD3458 GOBERNADOR AZ MK                                   2845618.7 |
 GN0649| CD3460 GOBERNADOR RM 2                       8.799 METERS 30050     |
 GN0649|---------------------------------------------------------------------|
 GN0649
 GN0649                          SUPERSEDED SURVEY CONTROL
 GN0649
 GN0649  NAD 83(1992)-  36 42 55.30724(N)    107 36 05.32067(W) AD(       ) 2
 GN0649  NAD 83(1986)-  36 42 55.30765(N)    107 36 05.32369(W) AD(       ) 2
 GN0649  NAD 27      -  36 42 55.28810(N)    107 36 03.13420(W) AD(       ) 2
 GN0649  NGVD 29 (07/19/86) 2125.4    (m)         6973.     (f) VERT ANG       
 GN0649
 GN0649.Superseded values are not recommended for survey control.
 GN0649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0649.See file dsdata.txt to determine how the superseded data were derived.
 GN0649
 GN0649_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBA6764866452(NAD 83)
 GN0649_MARKER: DS = TRIANGULATION STATION DISK
 GN0649_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GN0649_SP_SET: PREFABRICATED CONCRETE POST
 GN0649_STAMPING: GOBERNADOR 1945
 GN0649_MARK LOGO: CGS   
 GN0649_MAGNETIC: N = NO MAGNETIC MATERIAL
 GN0649_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GN0649
 GN0649  HISTORY     - Date     Condition        Report By
 GN0649  HISTORY     - 1945     MONUMENTED       CGS
 GN0649  HISTORY     - 1956     GOOD             USGS
 GN0649  HISTORY     - 1959     GOOD             USGS
 GN0649  HISTORY     - 1960     GOOD             CGS
 GN0649  HISTORY     - 1963     GOOD             CGS
 GN0649  HISTORY     - 19820615 GOOD             NGS
 GN0649
 GN0649                          STATION DESCRIPTION
 GN0649
 GN0649'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (RAM)
 GN0649'STATION IS LOCATED ON THE HIGHEST POINT OF THE SE END OF
 GN0649'THE HIGH WOODED DIVIDE MESA BETWEEN THE GOBERNADOR AND COMPANERO
 GN0649'CANYONS AND IS ABOUT 3 MILES S OF STATE HIGHWAY 17 WHICH
 GN0649'GOES BETWEEN BLANCO AND DULCE.  IT OVERLOOKS ALL RIDGE TOPS
 GN0649'EXCEPT THE PART OF THE DIVIDE MESA WHICH IS ABOUT A MILE
 GN0649'W OF THE STATION.  IN APPROXIMATE AIRLINE DISTANCES IT IS
 GN0649'38 MILES WSW OF DULCE, 25 MILES SSW OF ALLISON, COLORADO,
 GN0649'14 MILES ESE OF BLANCO, AND 11 MILES SE OF TURLEY.
 GN0649'
 GN0649'TO REACH THE STATION FROM THE BLANCO POST OFFICE, GO E ON
 GN0649'STATE HIGHWAY 17, WHICH IS THE MAIN-TRAVELED ROAD, FOR 0.65
 GN0649'MILE TO STEEL BRIDGE CROSSING THE SAN JUAN RIVER.  CROSS THE
 GN0649'BRIDGE AND CONTINUE ON MAIN-TRAVELED ROAD FOR 1.7 MILES TO
 GN0649'A FORK.  TAKE THE RIGHT FORK AND FOLLOW THE MAIN-TRAVELED
 GN0649'ROAD UP THE CANYON AND THEN UP AND ONTO A MESA GOING FOR 12.45
 GN0649'MILES.  HERE, AT THE E EDGE OF A SAGE-COVERED FIELD AND 0.3
 GN0649'MILE PAST THE LAST OF TWO CLOSE WASHES WHICH THE ROAD CROSSES,
 GN0649'TURN RIGHT CROSS COUNTRY AND GO 0.2 MILE TO THE END OF TRUCK
 GN0649'TRAVEL AT THE BASE OF THE RIDGE.  FROM HERE PACK UP THROUGH
 GN0649'RIM, KEEPING ON THE LEFT SIDE OF THE ROCKY POINT, AND THEN
 GN0649'GO IN A S AND SSE DIRECTION ABOUT 2 MILES TO WHERE THE
 GN0649'RIDGE JOINS THE MAIN DIVIDE MESA AND YOU CAN OVERLOOK THE
 GN0649'COUNTRY TO THE S.  TURN LEFT HERE AND PACK ESE ALONG THE
 GN0649'TOP OF THE MESA ABOUT 2/3 MILE TO WHERE TOP OF MESA MAKES
 GN0649'A SMALL DIP AND TURNS TO THE SE.  THE AZIMUTH MARK IS
 GN0649'ABOUT 1/4 MILE SW OF THIS POINT ON THE RIM OF THE MESA.
 GN0649'FROM THE DIP CONTINUE ALONG THE TOP OF THE MESA GOING SE FOR
 GN0649'ABOUT 1/3 MILE TO THE HIGHEST POINT OF THIS PART OF THE
 GN0649'MESA AND STATION.
 GN0649'
 GN0649'STATION MARK IS A BRONZE STATION DISK STAMPED GOBERNADOR
 GN0649'1945 AND IS SET IN A 2-INCH CAST-IRON PIPE WHICH PROJECTS
 GN0649'9 INCHES ABOVE THE SURROUNDING SURFACE.  IT IS 30 FEET SE OF
 GN0649'CUT-OFF AND BLAZED PINE TREE.
 GN0649'
 GN0649'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK STAMPED GOBERNADOR
 GN0649'NO 1 1945 AND IS SET IN A 2-INCH CAST-IRON PIPE PROJECTING
 GN0649'6 INCHES ABOVE THE SURROUNDING SURFACE.  IT IS NNE OF THE
 GN0649'STATION AND ABOUT 1-1/2 FEET LOWER.
 GN0649'
 GN0649'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK STAMPED GOBERNADOR
 GN0649'NO 2 1945 AND IS SET IN A 2-INCH CAST-IRON PIPE PROJECTING
 GN0649'9 INCHES ABOVE THE SURROUNDING SURFACE.  IT IS NW OF THE
 GN0649'STATION AND AT ABOUT THE SAME LEVEL.
 GN0649'
 GN0649'AZIMUTH MARK IS A BRONZE AZIMUTH DISK STAMPED GOBERNADOR
 GN0649'1945 AND IS SET IN OUTCROPPING BEDROCK FLUSH WITH THE SURROUNDING
 GN0649'SURFACE WHICH IS THE RIMROCK ON THE S SIDE OF THE MESA.  IT
 GN0649'IS 1/4 MILE WNW OF THE STATION, 37 FEET N OF THE EDGE OF THE
 GN0649'RIM, AND 6 FEET N OF A 2-FOOT ROCK CAIRN.  THE ARROW UPON
 GN0649'THE AZIMUTH MARK IS POINTING APPROXIMATELY 45 DEG TOO FAR
 GN0649'TOO THE S OF THE STATION.
 GN0649'
 GN0649'HEIGHT OF LIGHT ABOVE STATION MARK - 1.1 METERS.
 GN0649
 GN0649                          STATION RECOVERY (1956)
 GN0649
 GN0649'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956 (JHC)
 GN0649'FOUND AS DESCRIBED.
 GN0649'
 GN0649'STATION MARK--A BRONZE STATION DISK, SET ON A 2 IN. CAST IRON PIPE,
 GN0649'STAMPED ---GOBERNADOR 1945---.
 GN0649
 GN0649                          STATION RECOVERY (1959)
 GN0649
 GN0649'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 GN0649'STATION FOUND IN GOOD CONDITION.  TO REACH THE STATION FROM THE
 GN0649'BLANCO POST OFFICE GO E ON STATE HWY 17 UP THROUGH MANAZNARES
 GN0649'CANYON AND UP ONTO MANZANARES MESA FOR 9.15 MILES TO A T-ROAD
 GN0649'TO THE RIGHT.  TURN RIGHT AND CONTINUE S AND E ON THE HIGHEST
 GN0649'MESA BETWEEN GOBERNADOR AND CARRIZO CANYONS FOR 5.0 MILES.
 GN0649'STATION IS 20 FEET N OF ROAD.
 GN0649
 GN0649                          STATION RECOVERY (1960)
 GN0649
 GN0649'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HWK)
 GN0649'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO.
 GN0649'2 AND THE AZIMUTH MARK WERE RECOVERED AS DESCRIBED AND WERE
 GN0649'FOUND IN GOOD CONDITION, THE DISTANCES AND DIRECTIONS WERE
 GN0649'VERIFIED.
 GN0649'
 GN0649'FOLLOWING IS A NEW TO REACH FOR THE STATION AND SOME ADDITIONAL
 GN0649'MEASUREMENTS FOR THE STATION AND THE REFERENCE MARKS.
 GN0649'
 GN0649'TO REACH THE STATION FROM THE POST OFFICE IN BLANCO, GO EAST
 GN0649'ON STATE HIGHWAY 17 FOR 2.4 MILES TO A SIDE ROAD ON THE LEFT
 GN0649'(STATE HIGHWAY 511).  CONTINUE EAST ON HIGHWAY 17 FOR 5.6
 GN0649'MILES TO A DIRT SIDE ROAD ON THE RIGHT.  TURN RIGHT AND GO
 GN0649'SOUTH FOR 0.3 MILE TO A FORK.  BEAR LEFT AND GO EASTERLY
 GN0649'ON THE MAIN TRAVELED ROAD FOR 1.1 MILES TO A FORK.  BEAR
 GN0649'RIGHT AND CONTINUE EASTERLY ON THE MAIN TRAVELED ROAD FOR
 GN0649'1.1 MILES TO A FORK.  BEAR LEFT, UPHILL, FOR 0.2 MILE TO
 GN0649'A REVERSE Y.  CONTINUE STRAIGHT AHEAD ON THE MAIN TRAVELED
 GN0649'ROAD FOR 0.7 MILE TO A FORK.  BEAR RIGHT AND GO 1.7 MILE TO A
 GN0649'FORK.  BEAR LEFT AND GO 0.15 MILE TO A FORK.  BEAR LEFT
 GN0649'AND GO 0.3 MILE TO A FORK. BEAR RIGHT AND GO 0.5 MILE TO A
 GN0649'FORK (KEEP TO THE RIGHT BECAUSE THERE WILL BE TWO FORKS
 GN0649'ON THE LEFT OF MILAGE).  BEAR RIGHT AND GO 0.1 MILE TO A SMALL
 GN0649'DRAW ON THE RIGHT.  (FROM HERE FOLLOW THE DRAW SOUTHWEST
 GN0649'FOR APPROXIMATELY 0.1 MILE TO A LARGE ROCK OUTCROP AND THE
 GN0649'AZIMUTH MARK.) CONTINUE ON THE MAIN TRAVELED ROAD FOR
 GN0649'0.3 MILE TO A CURVE IN THE ROAD AND THE STATION ON THE
 GN0649'LEFT.
 GN0649'
 GN0649'THE STATION IS 19 FEET NORTHEAST OF THE CENTER OF THE ROAD
 GN0649'AND 5.5 FEET SOUTHEAST OF A METAL WITNESS POST.
 GN0649'
 GN0649'REFERENCE MARK NO. 1 IS 50 FEET NORTH OF THE CENTER OF THE ROAD.
 GN0649'
 GN0649'REFERENCE MARK NO. 2 IS 23 FEET NORTH OF THE CENTER OF THE ROAD.
 GN0649'
 GN0649'NOTE--REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
 GN0649
 GN0649                          STATION RECOVERY (1963)
 GN0649
 GN0649'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CKP)
 GN0649'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 GN0649'FOUND IN GOOD CONDITION.  A NEW TO REACH FOR THE STATION
 GN0649'FOLLOWS.
 GN0649'
 GN0649'TO REACH THE STATION FROM THE POST OFFICE IN BLANCO, GO EAST
 GN0649'ON STATE HIGHWAY 17 FOR 2.3 MILES TO THE JUNCTION OF STATE
 GN0649'HIGHWAY 511 ON THE LEFT.  CONTINUE EAST ON STATE HIGHWAY
 GN0649'17 FOR 11.9 MILES TO THE SMALL VILLAGE OF NAVAJO CITY.  CONTINUE
 GN0649'EAST ON STATE HIGHWAY 17 FOR 4.6 MILES TO A SIDE ROAD, RIGHT
 GN0649'AND A METAL GATE.  TURN RIGHT, PASS THROUGH THE GATE AND
 GN0649'GO SOUTH ON A DIRT ROAD FOR 0.65 MILE TO A DIAGONAL CROSS-ROAD.
 GN0649'BEAR LEFT AND GO WESTERLY FOR 0.75 MILE.  CONTINUE STRAIGHT
 GN0649'AT THE SIDE ROAD, LEFT, FOR 0.85 MILE.  TAKE THE RIGHT FORK
 GN0649'AND GO WESTERLY FOR 0.8 MILE.  TAKE THE RIGHT FORK AND GO
 GN0649'WESTERLY FOR 3.25 MILES.  PASS OVER THE CATTLE GUARD AND
 GN0649'CONTINUE WESTERLY FOR 0.65 MILE TO THE STATION ON THE
 GN0649'RIGHT, NORTH SIDE OF THE ROAD.  WE ARRIVED AT THE STATION
 GN0649'LATE SO DID NOT SEARCH FOR THE AZIMUTH MARK.  THIS
 GN0649'STATION WAS VISITED BY ASTRONOMIC PARTY C-621.
 GN0649
 GN0649                          STATION RECOVERY (1982)
 GN0649
 GN0649'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 GN0649'THE STATION MARK, REFERENCE MARKS 1 AND 2, AND AZIMUTH MARK WERE
 GN0649'RECOVERED IN FAIR CONDITION.  THE STATION MARK AND REFERENCE MARK 2
 GN0649'ARE VERY NEAR A ROAD CUT.  REFERENCE MARK 2 WAS A LITTLE BIT LOOSE SO
 GN0649'CONCRETE WAS PUT AROUND IT AND THE STATION MARK TO HELP PROTECT IT.
 GN0649'DISTANCES AND DIRECTIONS CHECKED WITH THE 1945 AND 1960 DATA.  A LINE
 GN0649'OF SIGHT WAS CUT TO THE AZIMUTH MARK AND THE MARK WAS POSITIONED.  A
 GN0649'NEW TO REACH IS GIVEN AS THE AREA HAS MANY NEW ROADS GOING TO GAS
 GN0649'WELLS.  THE ROAD COULD BE VERY BAD IF WET.  THE LOCATION IS GOOD AND
 GN0649'WAS NOT CHANGED, IN THE OLDER DESCRIPTIONS HIGHWAY 17 IS NOW HIGHWAY
 GN0649'64.
 GN0649' 
 GN0649'TO REACH THE STATION FROM ST ROSE CATHOLIC CHURCH IN THE TOWN OF
 GN0649'BLANCO, GO EAST ON HIGHWAY 64 FOR 3.9 KM (2.40 MI) TO THE INTERSECTION
 GN0649'OF STATE HIGHWAY 511.  CONTINUE EASTERLY ON US HIGHWAY 64 FOR 10.2 KM
 GN0649'(6.35 MI) TO THE TOP OF A HILL AND A FORK ON THE RIGHT, EAST OF A
 GN0649'METAL CATTLE LOADING CORRAL.  LEAVE HIGHWAY 64 AND TAKE RIGHT FORK, A
 GN0649'DIRT ROAD, AND CROSS OVER A CATTLE GUARD. CONTINUE SOUTHERLY FOR 1.0
 GN0649'KM (0.60 MI) TO A FORK, TAKE LEFT FORK, UPHILL EASTERLY FOR 0.2 KM
 GN0649'(0.10 MI) TO A CATTLE GUARD, PASS OVER AND CONTINUE UPHILL FOR 0.7 KM
 GN0649'(0.45 MI) TO A CATTLE GUARD.  CONTINUE AHEAD FOR 0.8 KM (0.50 MI) TO A
 GN0649'FORK.  TAKE LEFT FORK UPHILL ON MAIN ROAD FOR 2.4 KM (1.50 MI) TO A
 GN0649'CROSSROAD.  CONTINUE AHEAD UPHILL FOR 2.6 KM (1.60 MI) TO A CATTLE
 GN0649'GUARD.  CONTINUE AHEAD FOR 2.7 KM (1.65 MI) TO THE STATION ON THE
 GN0649'LEFT.
 GN0649' 
 GN0649'THE STATION IS A STANDARD CGS DISK STAMPED--GOBERNADOR 1945--, SET
 GN0649'INTO THE TOP OF A METAL PIPE 2-1/2 INCHES (6 CM) IN DIAMETER
 GN0649'PROJECTING 10 INCHES (25 CM) ABOVE THE GROUND LOCATED 24 FT (7.3 M) N
 GN0649'FROM THE CENTER OF A DIRT ROAD, 5 FT (1.5 M) W FROM A METAL WITNESS
 GN0649'POST WITH SIGN, AND 5 FT (1.5 M) SE FROM A WITNESS POST MADE OF ANGLE
 GN0649'IRON.  THE PIPE WAS SURROUNDED WITH CONCRETE AT THIS TIME DUE TO
 GN0649'WIDENING OF THE DIRT ROAD WHICH IS GETTING NEAR THE MARK.  THE MARK
 GN0649'WAS SOLID WHEN FIRST FOUND.  THE MARK IS ON THE HIGHEST GROUND IN THE
 GN0649'LOCAL AREA.
 GN0649' 
 GN0649'REFERENCE MARK NO 1 IS A STANDARD CGS DISK STAMPED--GOBERNADOR NO 1
 GN0649'1945--, SET INTO THE TOP OF A METAL PIPE 2-1/2 INCHES (6 CM) IN
 GN0649'DIAMETER PROJECTING 2 INCHES (5 CM) ABOVE THE GROUND LOCATED 55 FT
 GN0649'(16.8 M) NNE FROM THE CENTER OF THE DIRT ROAD, 32 FT (9.8 M) ESE FROM
 GN0649'A METAL WITNESS POST MADE FROM ANGLE IRON, 32 FT (9.8 M) NNE FROM A
 GN0649'METAL WITNESS POST WITH SIGN, AND 3 FT (0.9 M) LOWER THAN THE STATION.
 GN0649'REFERENCE MARK NO 2 IS A STANDARD CGS DISK STAMPED--GOBERNADOR NO 2
 GN0649'1943--, SET INTO THE TOP OF A METAL PIPE 2-1/2 INCHES (6 CM) IN
 GN0649'DIAMETER PROJECTING 6 INCHES (15 CM) ABOVE THE GROUND LOCATED 29 FT
 GN0649'(8.8 M) NNE FROM THE CENTER OF THE DIRT ROAD, 23.5 FT (7.2 M) ESE FROM
 GN0649'A METAL WITNESS POST MADE FROM ANGLE IRON, AND 1.3 FT (0.4 M) NNE FROM
 GN0649'A METAL WITNESS POST WITH SIGN.  THE PIPE MONUMENT WAS SURROUNDED BY
 GN0649'CONCRETE AT THIS TIME DUE TO THE CLOSE ROAD CUT FOR THE DIRT ROAD.
 GN0649'THE MONUMENT WAS SLIGHTLY LOOSE WHEN FIRST CHECKED.
 GN0649' 
 GN0649'AZIMUTH MARK NO 1 IS A STANDARD CGS DISK STAMPED--GOBERNADOR 1945--,
 GN0649'SET INTO A ROCK LEDGE LOCATED 54 FT (16.5 M) N FROM THE SOUTHERN MOST
 GN0649'END OF THE RIM, 35 FT (10.7 M) E FROM THE WESTERN MOST END OF THE RIM,
 GN0649'31 FT (9.4 M) W FROM THE EASTERN MOST END OF THE RIM AND 3.3 FT (1.0
 GN0649'M) N FROM A SMALL PILE OF ROCKS.  THE AZIMUTH MARK IS CEMENTED IN A
 GN0649'DRILL HOLE IN SANDSTONE. IT IS ABOUT 0.3 KM (0.20 MI) SOUTH SOUTHEAST
 GN0649'OF THE DIRT ROAD ON THE RIM ROCKS.  A LINE OF SIGHT WAS CUT TO THE
 GN0649'STATION AND WILL SEE USING TRIPODS.  TO REACH THE AZIMUTH MARK FROM
 GN0649'THE STATION MARK, GO WESTERLY FOR 0.5 KM (0.30 MI) TO THE TOP OF A
 GN0649'SMALL HILL.  PARK AND PACK SOUTHERLY FOR 0.3 KM (0.20 MI) TO THE RIM
 GN0649'OF THE MESA AND THE AZIMUTH MARK SET IN THE MIDDLE OF A LARGE ROCK
 GN0649'FACE PROJECING OUT OF THE MESA AND A SMALL PIPE OF ROCKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR1018 ***********************************************************************
 DR1018  DESIGNATION -  GODFREY
 DR1018  PID         -  DR1018
 DR1018  STATE/COUNTY-  NM/LINCOLN
 DR1018  USGS QUAD   -  GODFREY PEAK (1982)
 DR1018
 DR1018                         *CURRENT SURVEY CONTROL
 DR1018  ___________________________________________________________________
 DR1018* NAD 83(1992)-  33 28 09.90073(N)    105 57 29.85088(W)     ADJUSTED  
 DR1018* NAVD 88     -      2104.     (meters)    6903.     (feet)  SCALED    
 DR1018  ___________________________________________________________________
 DR1018  LAPLACE CORR-           9.87  (seconds)                    DEFLEC99
 DR1018  GEOID HEIGHT-         -20.64  (meters)                     GEOID03
 DR1018
 DR1018  HORZ ORDER  -  THIRD
 DR1018
 DR1018.The horizontal coordinates were established by classical geodetic methods
 DR1018.and adjusted by the National Geodetic Survey in December 1993..
 DR1018
 DR1018.The orthometric height was scaled from a topographic map.
 DR1018
 DR1018.The Laplace correction was computed from DEFLEC99 derived deflections.
 DR1018
 DR1018.The geoid height was determined by GEOID03.
 DR1018
 DR1018;                    North         East     Units Scale Factor Converg.
 DR1018;SPC NM C     -   273,846.788   527,113.120   MT  0.99990906   +0 09 39.2
 DR1018;SPC NM C     -   898,445.67  1,729,370.29   sFT  0.99990906   +0 09 39.2
 DR1018;UTM  13      - 3,703,739.197   410,955.769   MT  0.99969775   -0 31 42.7
 DR1018
 DR1018!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR1018!SPC NM C     -   0.99967307  x   0.99990906  =   0.99958216
 DR1018!UTM  13      -   0.99967307  x   0.99969775  =   0.99937092
 DR1018
 DR1018:                Primary Azimuth Mark                     Grid Az
 DR1018:SPC NM C     -  MILAGRO                                  296 40 02.6
 DR1018:UTM  13      -  MILAGRO                                  297 21 24.5
 DR1018
 DR1018|---------------------------------------------------------------------|
 DR1018| PID    Reference Object                     Distance      Geod. Az  |
 DR1018|                                                           dddmmss.s |
 DR1018| DS1125 MILAGRO                             APPROX. 8.3 KM 2964941.8 |
 DR1018|---------------------------------------------------------------------|
 DR1018
 DR1018                          SUPERSEDED SURVEY CONTROL
 DR1018
 DR1018  NAD 83(1986)-  33 28 09.90833(N)    105 57 29.85343(W) AD(       ) 3
 DR1018  NAD 27      -  33 28 09.64167(N)    105 57 27.87934(W) AD(       ) 3
 DR1018
 DR1018.Superseded values are not recommended for survey control.
 DR1018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR1018.See file dsdata.txt to determine how the superseded data were derived.
 DR1018
 DR1018_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDT1095603739(NAD 83)
 DR1018_MARKER: DD = SURVEY DISK
 DR1018_SETTING: 0 = UNSPECIFIED SETTING
 DR1018_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR1018
 DR1018  HISTORY     - Date     Condition        Report By
 DR1018  HISTORY     - 1909     MONUMENTED       USGS
 DR1018
 DR1018                          STATION DESCRIPTION
 DR1018
 DR1018'DESCRIBED BY US GEOLOGICAL SURVEY 1909
 DR1018'ON HIGH PEAK AT EXTREME N. END OF GODFREY HILLS AND ABOUT 6 MI. E.
 DR1018'OF OSCURO.  ELLIS SPRINGS IS DISTANT ABOUT 2 MI. NE.
 DR1018'
 DR1018'STATION MARK--BRONZE TRIANGULATION TABLET, CEMENTED IN STONE, AND
 DR1018'CENTERED UNDER CAIRN.
 DR1018'
 DR1018'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0854 ***********************************************************************
 GM0854  DESIGNATION -  GOLD
 GM0854  PID         -  GM0854
 GM0854  STATE/COUNTY-  NM/TAOS
 GM0854  USGS QUAD   -  RED RIVER (1995)
 GM0854
 GM0854                         *CURRENT SURVEY CONTROL
 GM0854  ___________________________________________________________________
 GM0854* NAD 83(1992)-  36 38 35.66158(N)    105 27 21.49414(W)     ADJUSTED  
 GM0854* NAVD 88     -      3871.     (meters)   12700.     (feet)  SCALED    
 GM0854  ___________________________________________________________________
 GM0854  LAPLACE CORR-           4.65  (seconds)                    DEFLEC99
 GM0854  GEOID HEIGHT-         -16.70  (meters)                     GEOID03
 GM0854
 GM0854  HORZ ORDER  -  THIRD
 GM0854
 GM0854.The horizontal coordinates were established by classical geodetic methods
 GM0854.and adjusted by the National Geodetic Survey in December 1993..
 GM0854
 GM0854.The orthometric height was scaled from a topographic map.
 GM0854
 GM0854.The Laplace correction was computed from DEFLEC99 derived deflections.
 GM0854
 GM0854.The geoid height was determined by GEOID03.
 GM0854
 GM0854;                    North         East     Units Scale Factor Converg.
 GM0854;SPC NM C     -   626,176.427   571,000.277   MT  0.99996209   +0 28 26.1
 GM0854;SPC NM C     - 2,054,380.49  1,873,356.74   sFT  0.99996209   +0 28 26.1
 GM0854;UTM  13      - 4,055,393.738   459,240.648   MT  0.99962047   -0 16 19.7
 GM0854
 GM0854!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GM0854!SPC NM C     -   0.99939555  x   0.99996209  =   0.99935766
 GM0854!UTM  13      -   0.99939555  x   0.99962047  =   0.99901625
 GM0854
 GM0854                          SUPERSEDED SURVEY CONTROL
 GM0854
 GM0854  NAD 83(1992)-  36 38 35.66823(N)    105 27 21.49883(W) AD(       ) 3
 GM0854  NAD 83(1986)-  36 38 35.66834(N)    105 27 21.49950(W) AD(       ) 3
 GM0854
 GM0854.Superseded values are not recommended for survey control.
 GM0854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0854.See file dsdata.txt to determine how the superseded data were derived.
 GM0854
 GM0854_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDA5924155394(NAD 83)
 GM0854_MARKER: DS = TRIANGULATION STATION DISK
 GM0854_SETTING: 80 = SET IN A BOULDER
 GM0854_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GM0854+STABILITY: SURFACE MOTION
 GM0854
 GM0854  HISTORY     - Date     Condition        Report By
 GM0854  HISTORY     - 1927     MONUMENTED       USGS
 GM0854  HISTORY     - 1963     GOOD             USGS
 GM0854
 GM0854                          STATION DESCRIPTION
 GM0854
 GM0854'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 GM0854'ON SUMMIT OF GOLD HILL, ABOUT FOUR HOURS HORSEBACK RIDE S. FROM RED
 GM0854'RIVER CITY, STATION CAN BE REACHED BY TRAIL UP PIONEER GULCH FROM
 GM0854'THAT TOWN.  (REACHED VIA HELICOPTER IN 1963.)
 GM0854'
 GM0854'RECOVERED BY G. D. FORNEY 1963.
 GM0854'
 GM0854'STATION MARK--BRONZE TABLET CEMENTED IN BOULDER, UNSTAMPED.
 GM0854'
 GM0854'REFERENCE MARK--BRONZE REFERENCE TABLET NOT STAMPED, CEMENTED IN ROCK,
 GM0854'44.0 FT. FROM STATION MARK.  (DISTANCE DETERMINED IN 1963.)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0336 ***********************************************************************
 FO0336  DESIGNATION -  GOLF
 FO0336  PID         -  FO0336
 FO0336  STATE/COUNTY-  NM/BERNALILLO
 FO0336  USGS QUAD   -  ALBUQUERQUE EAST (1990)
 FO0336
 FO0336                         *CURRENT SURVEY CONTROL
 FO0336  ___________________________________________________________________
 FO0336* NAD 83(1992)-  35 05 31.36269(N)    106 37 24.04644(W)     ADJUSTED  
 FO0336* NAVD 88     -      1568.099  (meters)    5144.67   (feet)  ADJUSTED  
 FO0336  ___________________________________________________________________
 FO0336  LAPLACE CORR-           7.24  (seconds)                    DEFLEC99
 FO0336  GEOID HEIGHT-         -21.21  (meters)                     GEOID03
 FO0336  DYNAMIC HT  -        1565.948 (meters)    5137.61  (feet)  COMP
 FO0336  MODELED GRAV-     979,208.6   (mgal)                       NAVD 88
 FO0336
 FO0336  HORZ ORDER  -  FIRST
 FO0336  VERT ORDER  -  FIRST     CLASS II
 FO0336
 FO0336.The horizontal coordinates were established by classical geodetic methods
 FO0336.and adjusted by the National Geodetic Survey in December 1993..
 FO0336
 FO0336.The orthometric height was determined by differential leveling
 FO0336.and adjusted by the National Geodetic Survey in June 1991..
 FO0336
 FO0336.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO0336
 FO0336.The geoid height was determined by GEOID03.
 FO0336
 FO0336.The dynamic height is computed by dividing the NAVD 88
 FO0336.geopotential number by the normal gravity value computed on the
 FO0336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0336.degrees latitude (g = 980.6199 gals.).
 FO0336
 FO0336.The modeled gravity was interpolated from observed gravity values.
 FO0336
 FO0336;                    North         East     Units Scale Factor Converg.
 FO0336;SPC NM C     -   453,848.579   465,959.437   MT  0.99991428   -0 12 52.7
 FO0336;SPC NM C     - 1,489,001.55  1,528,735.25   sFT  0.99991428   -0 12 52.7
 FO0336;UTM  13      - 3,884,455.911   352,026.274   MT  0.99986986   -0 56 00.3
 FO0336
 FO0336!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO0336!SPC NM C     -   0.99975725  x   0.99991428  =   0.99967155
 FO0336!UTM  13      -   0.99975725  x   0.99986986  =   0.99962714
 FO0336
 FO0336|---------------------------------------------------------------------|
 FO0336| PID    Reference Object                     Distance      Geod. Az  |
 FO0336|                                                           dddmmss.s |
 FO0336| FO0337 GOLF RM 1                            10.717 METERS 04442     |
 FO0336| CD3461 GOLF AZ MK                                         1183536.5 |
 FO0336| FO0338 GOLF RM 2                            12.384 METERS 30146     |
 FO0336|---------------------------------------------------------------------|
 FO0336
 FO0336                          SUPERSEDED SURVEY CONTROL
 FO0336
 FO0336  NAD 83(1986)-  35 05 31.36823(N)    106 37 24.04759(W) AD(       ) 1
 FO0336  NAD 27      -  35 05 31.20061(N)    106 37 21.95749(W) AD(       ) 1
 FO0336  NGVD 29 (??/??/92) 1567.275  (m)         5141.97   (f) ADJ UNCH    1 2
 FO0336
 FO0336.Superseded values are not recommended for survey control.
 FO0336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0336.See file dsdata.txt to determine how the superseded data were derived.
 FO0336
 FO0336_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU5202684456(NAD 83)
 FO0336_MARKER: DS = TRIANGULATION STATION DISK
 FO0336_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FO0336_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FO0336_STAMPING: GOLF 1946
 FO0336_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO0336+STABILITY: SURFACE MOTION
 FO0336
 FO0336  HISTORY     - Date     Condition        Report By
 FO0336  HISTORY     - 1946     MONUMENTED       CGS
 FO0336  HISTORY     - 1949     GOOD             CGS
 FO0336  HISTORY     - 1951     GOOD             CGS
 FO0336  HISTORY     - 1951     GOOD             NGS
 FO0336  HISTORY     - 20040916 MARK NOT FOUND   GEOCAC
 FO0336
 FO0336                          STATION DESCRIPTION
 FO0336
 FO0336'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAE)
 FO0336'STATION IS LOCATED ABOUT 1-1/2 MILES, AIRLINE, ENE OF THE
 FO0336'CENTER OF ALBUQUERQUE AND IS THE GROUNDS OF THE UNIVERSITY
 FO0336'OF NEW MEXICO GOLF COURSE.
 FO0336'
 FO0336'TO REACH THE STATION FROM THE INTERSECTION OF EAST CENTRAL
 FO0336'AVENUE AND CIBOLA AVENUE IN ALBUQUERQUE, GO N ON CIBOLA AVENUE
 FO0336'FOR 0.4 MILE TO THE END OF THE STREET.  TURN RIGHT (E) AND THEN
 FO0336'LEFT (N) ACROSS THE THROUGH STREET TO THE ENTRANCE TO THE
 FO0336'GOLF COURSE GROUNDS (A TOTAL DISTANCE OF 0.1 MILE).  PASS
 FO0336'THROUGH THE GATE, ENTERING THE GOLF COURSE.  TURN LEFT ALONG THE
 FO0336'NW SIDE OF THE FENCE ALONG THE EDGE OF THE GOLF COURSE AND
 FO0336'FOLLOW THE TRACK ROAD NEAREST THE FENCE FOR 0.5 MILE TO THE
 FO0336'STATION.  (THE FENCE GOES NW AND THEN TURNS N.)
 FO0336'
 FO0336'STATION IS LCOATED ABOUT 50 FEET SW OF THE CENTER OF THE GREEN
 FO0336'ON THE ELEVENTH HOLE AND JUST N OF THE TEE ON THE SEVENTEENTH
 FO0336'HOLE.  IT IS ABOUT 70 PACES E OF THE N-S FENCE MENTIONED
 FO0336'ABOVE.  IT IS A BRONZE STATION DISK STAMPED GOLF 1946 AND SET
 FO0336'IN A SQUARE CONCRETE POST WHICH IS 1 INCH BELOW THE SURFACE
 FO0336'OF THE GROUND.  UNDERGROUND MARK IS A BRONZE STATION DISK SET
 FO0336'IN CONCRETE 26 INCHES BELOW THE SURFACE OF THE GROUND.
 FO0336'
 FO0336'REFERENCE MARK 1 IS NE OF THE STATION AND ABOUT 4-1/2 FEET
 FO0336'HIGHER.  IT IS A BRONZE REFERENCE DISK STAMPED GOLF NO 1 1946
 FO0336'AND SET IN A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES
 FO0336'ABOVE THE GROUND.
 FO0336'
 FO0336'REFERENCE MARK 2 IS WNW OF THE STATION AND ABOUT 1 FOOT LOWER.
 FO0336'IT IS A BRONZE REFERENCE DISK STAMPED GOLF NO 2 1946 AND SET
 FO0336'IN A SQUARE CONCRETE POST WHICH PROJECTS 1 INCH ABOVE THE
 FO0336'GROUND.
 FO0336'
 FO0336'THE AZIMUTH MARK IS LOCATED 1/4 MILE ESE OF THE STATION AND
 FO0336'ABOUT 50 FEET SSE OF THE S EDGE OF THE FAIRWAY ON THE TWELFTH
 FO0336'HOLE.  IT IS MARKED BY A U.S. GEOLOGICAL SURVEY BENCH MARK
 FO0336'AND TRIANGULATION STATION DISK WHICH IS UNSTAMPED AND SET IN
 FO0336'A SQUARE CONCRETE POST PROJECTING ABOUT 4 INCHES ABOVE THE
 FO0336'GROUND.
 FO0336
 FO0336                          STATION RECOVERY (1949)
 FO0336
 FO0336'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (GWR)
 FO0336'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION ADEQUATE
 FO0336'EXCEPT FOR DIRECTIONS TO REACH AND DESCRIPTION OF LOCATION
 FO0336'OF AZIMUTH MARK.  NEW DIRECTIONS TO REACH--
 FO0336'
 FO0336'TO REACH FROM THE INTERSECTION OF MOUNTAIN ROAD AND LOS LOMAS,
 FO0336'GO 0.25 MILES WEST ON MOUNTAIN ROAD TO THE ENTRANCE TO THE
 FO0336'UNIVERSITY BUILDING AND GROUNDS DEPT. (ON RIGHT).  GO THROUGH
 FO0336'GATE AND TURN LEFT ALONG FENCE FOR 0.3 MI. TO THE STATION.
 FO0336'(THE FENCE GOES WEST AND THEN TURNS NORTH.)
 FO0336'
 FO0336'NEW DESCRIPTION OF LOCATION OF AZIMUTH MARK--
 FO0336'
 FO0336'THE AZIMUTH MARK IS LOCATES 1/4 ESE OF THE STATION AND ABOUT 50
 FO0336'FEET S OF THE S EDGE OF THE FAIRWAY ON THE ELEVENTH HOLE.
 FO0336
 FO0336                          STATION RECOVERY (1951)
 FO0336
 FO0336'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (WMH)
 FO0336'ALL MARKS ARE IN GOOD CONDITION.
 FO0336'
 FO0336'STATION IS 1.6 MILES E ALONG EAST CENTRAL AVENUE FROM THE EAST
 FO0336'CENTRAL AVENUE VIADUCT AT ALBUQUERQUE, THENCE 0.4 MILE N ALONG
 FO0336'CIBOLA AVENUE, THENCE 0.4 MILE NW ALONG A FENCE, NEAR THE
 FO0336'SEVENTH GREEN OF THE UNIVERSITY GOLF COURSE, 181 FEET E OF A
 FO0336'FENCE, NEAR A SMALL STUCCO BUILDING WHICH IS SURROUNDED BY A
 FO0336'FENCE, 142 FEET E OF A FENCE CORNER, 9.2 FEET NW OF A WITNESS
 FO0336'POST.
 FO0336'
 FO0336'STATION MARK IS A STATION DISK SET IN THE TOP OF A CONCRETE
 FO0336'POST WHICH IS 0.1 FOOT BELOW THE TOP OF THE GROUND.  IT IS
 FO0336'STAMPED GOLF 1946.
 FO0336'
 FO0336'REFERENCE MARK 1 IS 35.6 FEET NE OF THE STATION AND 36.2 FEET
 FO0336'N OF A 4-INCH COTTONWOOD TREE.  IT IS A REFERENCE MARK DISK,
 FO0336'SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE
 FO0336'GROUND, AND IS STAMPED GOLF NO 1 1946.
 FO0336'
 FO0336'REFERENCE MARK 2 IS 40.7 FEET NW OF THE STATION, 140 FEET E
 FO0336'OF A FENCE, 101.3 FEET E OF A FENCE CORNER, AND 11.7 FEET NW
 FO0336'OF A 6-INCH COTTONWOOD TREE.  MARK IS SET IN THE TOP OF A
 FO0336'CONCRETE POST WHICH IS FLUSH WITH THE GROUND AND IS STAMPED
 FO0336'GOLF NO 2 1946.  IT IS A REFERENCE MARK DISK.
 FO0336
 FO0336                          STATION RECOVERY (1951)
 FO0336
 FO0336'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 FO0336'2.4 MI NE FROM ALBUQUERQUE.
 FO0336'1.6 MILES EAST ALONG EAST CENTRAL AVENUE FROM THE EAST CENTRAL AVENUE
 FO0336'VIADUCT AT ALNUQUERQUE, THENCE 0.4 MILE NORTH ALONG CIBOLA AVENUE,
 FO0336'THENCE 0.4 MILE NORTHWEST ALONG A FENCE, NEAR THE 7TH GREEN OF THE
 FO0336'UNIVERSITY GOLF COURSE, 181 FEET EAST OF A FENCE, NEAR A SMALL STUCCO
 FO0336'BUILDING WHICH IS SURROUNDED BY A FENCE, 142 FEET EAST OF A FENCE
 FO0336'CORNER, 9.2 FEET NORTHWEST OF A WITNESS POST, SET IN THE TOP OF A
 FO0336'CONCRETE POST WHICH IS 0.1 FOOT BELOW THE TOP OF THE GROUND.
 FO0336
 FO0336                          STATION RECOVERY (2004)
 FO0336
 FO0336'RECOVERY NOTE BY GEOCACHING 2004 (BMC)
 FO0336'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0550 ***********************************************************************
 FN0550  DESIGNATION -  GOLF
 FN0550  PID         -  FN0550
 FN0550  STATE/COUNTY-  NM/SAN MIGUEL
 FN0550  USGS QUAD   -  LAS VEGAS (1963)
 FN0550
 FN0550                         *CURRENT SURVEY CONTROL
 FN0550  ___________________________________________________________________
 FN0550* NAD 83(1992)-  35 36 44.21924(N)    105 13 10.51761(W)     ADJUSTED  
 FN0550* NAVD 88     -      1988.6    (meters)    6524.     (feet)  VERT ANG  
 FN0550  ___________________________________________________________________
 FN0550  X           -  -1,363,200.738 (meters)                     COMP
 FN0550  Y           -  -5,010,641.194 (meters)                     COMP
 FN0550  Z           -   3,694,449.959 (meters)                     COMP
 FN0550  LAPLACE CORR-          -4.09  (seconds)                    DEFLEC99
 FN0550  ELLIP HEIGHT-        1969.62  (meters)          (09/28/01) GPS OBS
 FN0550  GEOID HEIGHT-         -18.80  (meters)                     GEOID03
 FN0550
 FN0550  HORZ ORDER  -  SECOND
 FN0550  ELLP ORDER  -  FOURTH    CLASS I
 FN0550
 FN0550.The horizontal coordinates were established by classical geodetic methods
 FN0550.and adjusted by the National Geodetic Survey in December 1993..
 FN0550
 FN0550.The orthometric height was determined by vertical angle observations.
 FN0550
 FN0550.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FN0550
 FN0550.The Laplace correction was computed from DEFLEC99 derived deflections.
 FN0550
 FN0550.The ellipsoidal height was determined by GPS observations
 FN0550.and is referenced to NAD 83.
 FN0550
 FN0550.The geoid height was determined by GEOID03.
 FN0550
 FN0550;                    North         East     Units Scale Factor Converg.
 FN0550;SPC NM E     -   511,864.164    84,708.948   MT  0.99998851   -0 30 57.9
 FN0550;SPC NM E     - 1,679,341.01    277,915.94   sFT  0.99998851   -0 30 57.9
 FN0550;UTM  13      - 3,940,968.566   480,112.600   MT  0.99960487   -0 07 40.3
 FN0550
 FN0550!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FN0550!SPC NM E     -   0.99969095  x   0.99998851  =   0.99967946
 FN0550!UTM  13      -   0.99969095  x   0.99960487  =   0.99929594
 FN0550
 FN0550:                Primary Azimuth Mark                     Grid Az
 FN0550:SPC NM E     -  LAS VEGAS                                156 10 53.7
 FN0550:UTM  13      -  LAS VEGAS                                155 47 36.1
 FN0550
 FN0550|---------------------------------------------------------------------|
 FN0550| PID    Reference Object                     Distance      Geod. Az  |
 FN0550|                                                           dddmmss.s |
 FN0550| FN0545 LAS VEGAS                           APPROX. 4.4 KM 1553955.8 |
 FN0550|---------------------------------------------------------------------|
 FN0550
 FN0550                          SUPERSEDED SURVEY CONTROL
 FN0550
 FN0550  ELLIP H (07/01/93) 1969.68   (m)                       GP(       ) 4 2
 FN0550  NAD 83(1986)-  35 36 44.22299(N)    105 13 10.51788(W) AD(       ) 2
 FN0550  NAD 27      -  35 36 44.06743(N)    105 13 08.49045(W) AD(       ) 2
 FN0550  NGVD 29 (07/19/86) 1986.0    (m)         6516.     (f) VERT ANG       
 FN0550
 FN0550.Superseded values are not recommended for survey control.
 FN0550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0550.See file dsdata.txt to determine how the superseded data were derived.
 FN0550
 FN0550_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV8011340969(NAD 83)
 FN0550_MARKER: DD = SURVEY DISK
 FN0550_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FN0550_SP_SET: CONCRETE POST
 FN0550_STAMPING: GOLF S.E.O. 1973
 FN0550_MARK LOGO: NMGS  
 FN0550_MAGNETIC: N = NO MAGNETIC MATERIAL
 FN0550_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FN0550+STABILITY: SURFACE MOTION
 FN0550_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FN0550+SATELLITE: SATELLITE OBSERVATIONS - December 03, 1991
 FN0550
 FN0550  HISTORY     - Date     Condition        Report By
 FN0550  HISTORY     - 1973     MONUMENTED       MNHD
 FN0550  HISTORY     - 19911203 GOOD
 FN0550
 FN0550                          STATION DESCRIPTION
 FN0550
 FN0550'DESCRIBED BY MN HIGHWAY DEPT 1973
 FN0550'THE STATION IS LOCATED ON THE NORTH SIDE OF LAS VEGAS AT THE EDGE OF
 FN0550'AN OPEN FIELD ON THE GROUNDS OF THE NEW MEXICO HIGHLANDS UNIVERSITY
 FN0550'GOLF COURSE.
 FN0550'TO REACH THE STATION FROM THE INTERSECTION OF MILLS AVE. AND 7TH ST.,
 FN0550'NORTH OF DOWNTOWN LAS VEGAS, GO EAST ON MILLS AVE. FOR 0.3 MI
 FN0550'(0.5 KM) TO A CROSSROAD.  TURN LEFT, NORTH, AND ENTER THE GOLF COURSE
 FN0550'OF THE NEW MEXICO HIGHLANDS UNIVERSITY.  FOLLOW THE WINDY ENTRANCE
 FN0550'ROAD FOR 0.3 MI (0.5 KM) TO A PARKING LOT AND THE GOLF COURSE
 FN0550'CLUBHOUSE ON THE RIGHT. HEAD NORTH ON COUNTRY CLUB DR., CLIMBING A
 FN0550'HILL, FOR 0.2 MI (0.3 KM) TO A DIRT ROAD ON THE LEFT.  TURN LEFT,
 FN0550'WEST, INTO A FIELD AND TAKE AN IMMEDIATE LEFT ON A DIM TRACK ROAD.
 FN0550'PROCEED SOUTH FOR 0.05 MI (0.08 KM) ON THE TRACK ROAD TO THE STATION
 FN0550'ON THE RIGHT, JUST RIGHT OF THE TRACK ROAD, NEAR THE TOP OF A SLOPE
 FN0550'RISING UP FROM THE GOLF COURSE AND NEAR THE SOUTHEAST EDGE OF AN OPEN
 FN0550'FIELD.
 FN0550'THE STATION IS A STATE OF NEW MEXICO SURVEY MONUMENT DISK (.09 M
 FN0550'DIAMETER) STAMPED ----GOLF S.E.O. 1973---- SET IN THE TOP OF A 0.18 M
 FN0550'(0.59 FT) SQUARE CONCRETE POST WHICH PROJECTS 0.03 M (0.10 FT) ABOVE
 FN0550'GROUND.  THE STATION IS 4.0 M (13.1 FT) WEST OF THE CENTERLINE OF THE
 FN0550'TRACK ROAD AND 1.2 M (3.9 FT) EAST FROM A CARSONITE WITNESS POST.  AN
 FN0550'EXISTING STATE ENGINEERS OFFICE STATION DESCRIPTION MENTIONS A
 FN0550'RERERENCE MARK, STAMPED LIKE THE MAIN STATION, ON AN AZIMUTH OF 250
 FN0550'44 15 AT AN UNSPECIFIED DISTANCE.  THIS REFERENCE MARK WAS NOT
 FN0550'RECOVERED AT THIS TIME.
 FN0550
 FN0550                          STATION RECOVERY (1991)
 FN0550
 FN0550'RECOVERED 1991
 FN0550'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0337 ***********************************************************************
 FO0337  DESIGNATION -  GOLF RM 1
 FO0337  PID         -  FO0337
 FO0337  STATE/COUNTY-  NM/BERNALILLO
 FO0337  USGS QUAD   -  ALBUQUERQUE EAST (1990)
 FO0337
 FO0337                         *CURRENT SURVEY CONTROL
 FO0337  ___________________________________________________________________
 FO0337* NAD 83(1986)-  35 05 31.     (N)    106 37 23.     (W)     SCALED    
 FO0337* NAVD 88     -      1569.667  (meters)    5149.82   (feet)  ADJUSTED  
 FO0337  ___________________________________________________________________
 FO0337  GEOID HEIGHT-         -21.21  (meters)                     GEOID03
 FO0337  DYNAMIC HT  -        1567.514 (meters)    5142.75  (feet)  COMP
 FO0337  MODELED GRAV-     979,208.6   (mgal)                       NAVD 88
 FO0337
 FO0337  VERT ORDER  -  FIRST     CLASS II
 FO0337
 FO0337.The horizontal coordinates were scaled from a topographic map and have
 FO0337.an estimated accuracy of +/- 6 seconds.
 FO0337
 FO0337.The orthometric height was determined by differential leveling
 FO0337.and adjusted by the National Geodetic Survey in June 1991..
 FO0337
 FO0337.The geoid height was determined by GEOID03.
 FO0337
 FO0337.The dynamic height is computed by dividing the NAVD 88
 FO0337.geopotential number by the normal gravity value computed on the
 FO0337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0337.degrees latitude (g = 980.6199 gals.).
 FO0337
 FO0337.The modeled gravity was interpolated from observed gravity values.
 FO0337
 FO0337;                    North         East    Units  Estimated Accuracy
 FO0337;SPC NM C     -   453,840.      465,990.      MT  (+/- 180 meters Scaled)
 FO0337
 FO0337                          SUPERSEDED SURVEY CONTROL
 FO0337
 FO0337  NGVD 29 (??/??/92) 1568.844  (m)         5147.12   (f) ADJ UNCH    1 2
 FO0337
 FO0337.Superseded values are not recommended for survey control.
 FO0337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0337.See file dsdata.txt to determine how the superseded data were derived.
 FO0337
 FO0337_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU520844(NAD 83)
 FO0337_MARKER: DR = REFERENCE MARK DISK
 FO0337_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FO0337_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FO0337_STAMPING: GOLF NO 1 1946
 FO0337_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO0337+STABILITY: SURFACE MOTION
 FO0337
 FO0337  HISTORY     - Date     Condition        Report By
 FO0337  HISTORY     - 1946     MONUMENTED       CGS
 FO0337  HISTORY     - 1951     GOOD             NGS
 FO0337  HISTORY     - 20040916 MARK NOT FOUND   GEOCAC
 FO0337
 FO0337                          STATION DESCRIPTION
 FO0337
 FO0337'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 FO0337'2.4 MI NE FROM ALBUQUERQUE.
 FO0337'1.6 MILES EAST ALONG EAST CENTRAL AVENUE FROM THE EAST CENTRAL AVENUE
 FO0337'VIADUCT AT ALBUQUERQUE, THENCE 0.4 MILE NORTH ALONG CIBOLA AVENUE,
 FO0337'THENCE 0.4 MIL NORTHWEST ALONG A FENCE, NEAR THE 7TH GREEN OF THE
 FO0337'UNIVERSITY GOLF COURSE, NEAR A SMALL STUCCO BUILDING WHICH IS
 FO0337'SURROUNDED BY A FENCE, 35.6 FEET NORTHEAST OF TRIANGULATION STATION
 FO0337'GOLF 1946, 36.2 FEET NORTH OF A 4 INCH COTTONWOOD TREE, SET IN THE TOP
 FO0337'OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 FO0337
 FO0337                          STATION RECOVERY (2004)
 FO0337
 FO0337'RECOVERY NOTE BY GEOCACHING 2004 (BMC)
 FO0337'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0338 ***********************************************************************
 FO0338  DESIGNATION -  GOLF RM 2
 FO0338  PID         -  FO0338
 FO0338  STATE/COUNTY-  NM/BERNALILLO
 FO0338  USGS QUAD   -  ALBUQUERQUE EAST (1990)
 FO0338
 FO0338                         *CURRENT SURVEY CONTROL
 FO0338  ___________________________________________________________________
 FO0338* NAD 83(1986)-  35 05 31.     (N)    106 37 23.     (W)     SCALED    
 FO0338* NAVD 88     -      1567.717  (meters)    5143.42   (feet)  ADJUSTED  
 FO0338  ___________________________________________________________________
 FO0338  GEOID HEIGHT-         -21.21  (meters)                     GEOID03
 FO0338  DYNAMIC HT  -        1565.567 (meters)    5136.36  (feet)  COMP
 FO0338  MODELED GRAV-     979,208.6   (mgal)                       NAVD 88
 FO0338
 FO0338  VERT ORDER  -  FIRST     CLASS II
 FO0338
 FO0338.The horizontal coordinates were scaled from a topographic map and have
 FO0338.an estimated accuracy of +/- 6 seconds.
 FO0338
 FO0338.The orthometric height was determined by differential leveling
 FO0338.and adjusted by the National Geodetic Survey in June 1991..
 FO0338
 FO0338.The geoid height was determined by GEOID03.
 FO0338
 FO0338.The dynamic height is computed by dividing the NAVD 88
 FO0338.geopotential number by the normal gravity value computed on the
 FO0338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0338.degrees latitude (g = 980.6199 gals.).
 FO0338
 FO0338.The modeled gravity was interpolated from observed gravity values.
 FO0338
 FO0338;                    North         East    Units  Estimated Accuracy
 FO0338;SPC NM C     -   453,840.      465,990.      MT  (+/- 180 meters Scaled)
 FO0338
 FO0338                          SUPERSEDED SURVEY CONTROL
 FO0338
 FO0338  NGVD 29 (??/??/92) 1566.894  (m)         5140.72   (f) ADJ UNCH    1 2
 FO0338
 FO0338.Superseded values are not recommended for survey control.
 FO0338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0338.See file dsdata.txt to determine how the superseded data were derived.
 FO0338
 FO0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU520844(NAD 83)
 FO0338_MARKER: DR = REFERENCE MARK DISK
 FO0338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FO0338_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FO0338_STAMPING: GOLF NO 2 1946
 FO0338_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO0338+STABILITY: SURFACE MOTION
 FO0338
 FO0338  HISTORY     - Date     Condition        Report By
 FO0338  HISTORY     - 1946     MONUMENTED       CGS
 FO0338  HISTORY     - 1951     GOOD             NGS
 FO0338  HISTORY     - 20040916 MARK NOT FOUND   GEOCAC
 FO0338
 FO0338                          STATION DESCRIPTION
 FO0338
 FO0338'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 FO0338'2.4 MI NE FROM ALBUQUERQUE.
 FO0338'1.6 MILES EAST ALONG EAST CENTRAL AVENUE FROM THE EAST CENTRAL AVENUE
 FO0338'VIADUCT AT ALBUQUERQUE, THENCE 0.4 MILE NORTH ALONG CIBOLA AVENUE,
 FO0338'THENCE 0.4 MILE NORTHWEST ALONG A FENCE, NEAR THE 7TH GREEN OF THE
 FO0338'UNIVERSITY GOLF COURSE, NEAR A SMALL STUCCO BUILDING WHICH IS
 FO0338'SURROUNDED BY A FENCE, 140 FEET EAST OF A FENCE, 101.3 FEET EAST OF A
 FO0338'FENCE CORNER, 40.7 FEET NORTHWEST OF TRIANGULATION STATION GOLF 1946,
 FO0338'11.7 FEET NORTHWEST OF A 6 INCH COTTONWOOD TREE, SET IN THE TOP OF A
 FO0338'CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 FO0338
 FO0338                          STATION RECOVERY (2004)
 FO0338
 FO0338'RECOVERY NOTE BY GEOCACHING 2004 (BMC)
 FO0338'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS1264 ***********************************************************************
 DS1264  DESIGNATION -  GONZALES
 DS1264  PID         -  DS1264
 DS1264  STATE/COUNTY-  NM/SOCORRO
 DS1264  USGS QUAD   -  CANON AGUA BUENA (1981)
 DS1264
 DS1264                         *CURRENT SURVEY CONTROL
 DS1264  ___________________________________________________________________
 DS1264* NAD 83(1992)-  33 57 15.77663(N)    106 44 26.02868(W)     ADJUSTED  
 DS1264* NAVD 88     -      1686.83   (+/-2cm)    5534.2    (feet)  VERTCON   
 DS1264  ___________________________________________________________________
 DS1264  LAPLACE CORR-           3.84  (seconds)                    DEFLEC99
 DS1264  GEOID HEIGHT-         -22.12  (meters)                     GEOID03
 DS1264
 DS1264  HORZ ORDER  -  FIRST
 DS1264  VERT ORDER  -  THIRD ? (See Below)
 DS1264
 DS1264.The horizontal coordinates were established by classical geodetic methods
 DS1264.and adjusted by the National Geodetic Survey in December 1993..
 DS1264
 DS1264.The NAVD 88 height was computed by applying the VERTCON shift value to
 DS1264.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DS1264.The vertical order pertains to the NGVD 29 superseded value.
 DS1264
 DS1264.The Laplace correction was computed from DEFLEC99 derived deflections.
 DS1264
 DS1264.The geoid height was determined by GEOID03.
 DS1264
 DS1264;                    North         East     Units Scale Factor Converg.
 DS1264;SPC NM C     -   327,702.775   454,659.506   MT  0.99992533   -0 16 26.4
 DS1264;SPC NM C     - 1,075,138.19  1,491,662.06   sFT  0.99992533   -0 16 26.4
 DS1264;UTM  13      - 3,758,462.715   339,167.480   MT  0.99991888   -0 58 20.5
 DS1264
 DS1264!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS1264!SPC NM C     -   0.99973873  x   0.99992533  =   0.99966408
 DS1264!UTM  13      -   0.99973873  x   0.99991888  =   0.99965763
 DS1264
 DS1264:                Primary Azimuth Mark                     Grid Az
 DS1264:SPC NM C     -  GONZALES AZ MK                           155 20 12.7
 DS1264:UTM  13      -  GONZALES AZ MK                           156 02 06.8
 DS1264
 DS1264|---------------------------------------------------------------------|
 DS1264| PID    Reference Object                     Distance      Geod. Az  |
 DS1264|                                                           dddmmss.s |
 DS1264| CD2947 GONZALES AZ MK                                     1550346.3 |
 DS1264| CD2948 GONZALES RM 1                        25.180 METERS 18422     |
 DS1264| CD2949 GONZALES RM 2                        13.610 METERS 30334     |
 DS1264|---------------------------------------------------------------------|
 DS1264
 DS1264                          SUPERSEDED SURVEY CONTROL
 DS1264
 DS1264  NAD 83(1986)-  33 57 15.78353(N)    106 44 26.03091(W) AD(       ) 1
 DS1264  NAD 27      -  33 57 15.54695(N)    106 44 23.96456(W) AD(       ) 1
 DS1264  NGVD 29 (07/19/86) 1686.10   (m)         5531.8    (f) LEVELING    3  
 DS1264
 DS1264.Superseded values are not recommended for survey control.
 DS1264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS1264.See file dsdata.txt to determine how the superseded data were derived.
 DS1264
 DS1264_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT3916758463(NAD 83)
 DS1264_MARKER: DS = TRIANGULATION STATION DISK
 DS1264_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS1264_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DS1264
 DS1264  HISTORY     - Date     Condition        Report By
 DS1264  HISTORY     - 1969     MONUMENTED       CGS
 DS1264
 DS1264                          STATION DESCRIPTION
 DS1264
 DS1264'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LGB)
 DS1264'THE STATION IS LOCATED ABOUT 11 MILES SOUTHEAST OF SCORRO, 8 MILES
 DS1264'NORTHEAST OF SAN ANTONIO, 6-1/2 MILES NORTHWEST OF THE JUNCTION OF
 DS1264'THE STATE ROUTE 525 AND U. S. HIGHWAY 380 AND ON THE WHITE SANDS
 DS1264'MISSILE RANGE.
 DS1264'
 DS1264'TO REACH FROM THE POST OFFICE IN SAN ANTONIO GO EAST ON U. S.
 DS1264'HIGHWAY 380 FOR 10.8 MILES TO A SIDE ROAD LEFT AND SIGN WSMR 5
 DS1264'BY A CATTLEGUARD.  TURN LEFT CROSSING CATTLEGUARD AND GO NORTH ON
 DS1264'A BLADED ROAD FOR 3.2 MILES TO A Y-FORK JUST BEFORE REACHING A
 DS1264'CATTLEGUARD ON THE MAIN ROAD.  TAKE THE LEFT FORK AND GO WEST AND
 DS1264'NORTHWESTERLY ON BLADED ROAD FOR 1.5 MILES TO A ROUGH BLADED
 DS1264'ROAD ON THE LEFT.  TURN LEFT AND GO NORTHWESTERLY ON THE BLADED
 DS1264'ROAD FOR 0.5 MILE TO A WIRE GATE.  PASS THROUGH GATE AND
 DS1264'CONTINUE NORTH AND NORTHWESTERLY ON THE MAIN BLADED ROAD FOR 1.8
 DS1264'MILES TO A DIM TRACK ON THE LEFT.  TURN LEFT AND GO WESTERLY ON DIM
 DS1264'TRACKS FOR 0.2 MILE TO WHERE DIM TRACKS TURN LEFT.  TURN LEFT AND GO
 DS1264'SOUTHERLY ON DIM TRACKS FOR 0.3 MILE.  (THIS IS NEAR THE
 DS1264'NORTH BASE OF A PROMINENT HIGH HILL.) TURN RIGHT AND PICK WAY
 DS1264'CROSS COUNTRY AND UP A GRADUAL SLOPE FOR 0.1 MILE TO THE AZIMUTH
 DS1264'MARK AT THE CREST OF A PROMINENT RIDGE.  FROM HERE PICK WAY
 DS1264'NORTHWEST CROSS COUNTRY FOR 0.4 MILE TO THE STATION.
 DS1264'
 DS1264'THE STATION MARK IS A STANDARD DISK STAMPED, GONZALES 1969 SET IN
 DS1264'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS
 DS1264'4 INCHES ABOVE THE GROUND SURFACE.  IT IS 7 FEET WEST-NORTHWEST
 DS1264'OF A METAL WITNESS POST WITH SIGN ATTACHED.
 DS1264'
 DS1264'REFERENCE MARK 1 IS A STANDARD DISK STAMPED, GONZALES NO 1 1969
 DS1264'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH IS FLUSH WITH
 DS1264'THE GROUND SURFACE.  IT IS 80 FEET SOUTH-SOUTHWEST OF THE METAL
 DS1264'WITNESS POST.  ABOUT 1 FOOT LOWER THAN THE STATION.
 DS1264'
 DS1264'REFERENCE MARK 2 IS A STANDARD DISK STAMPED, GONZALES NO 2 1969
 DS1264'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH IS FLUSH WITH
 DS1264'THE GROUND SURFACE.  IT IS 51 FEET WEST-NORTHWEST OF THE METAL
 DS1264'WITNESS POST.  ABOUT 2 FEET LOWER THAN THE STATION.
 DS1264'
 DS1264'THE AZIMUTH MARK IS A STANDARD DISK STAMPED, GONZALES 1969 CEMENTED
 DS1264'IN A DRILL HOLE IN OUTCROPPING BEDROCK.  IT IS 4.3 FEET
 DS1264'SOUTH-SOUTHEAST OF A METAL WITNESS POST WITH SIGN ATTACHED.
 DS1264'
 DS1264'HEIGHT OF LIGHT ABOVE STATION MARK 1.1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1416 ***********************************************************************
 FO1416  DESIGNATION -  GOOD
 FO1416  PID         -  FO1416
 FO1416  STATE/COUNTY-  NM/BERNALILLO
 FO1416  USGS QUAD   -  LA MESITA NEGRA SE (1990)
 FO1416
 FO1416                         *CURRENT SURVEY CONTROL
 FO1416  ___________________________________________________________________
 FO1416* NAD 83(1992)-  35 00 19.29970(N)    106 46 10.19122(W)     ADJUSTED  
 FO1416* NAVD 88     -      1682.9    (meters)    5521.     (feet)  GPS OBS   
 FO1416  ___________________________________________________________________
 FO1416  X           -  -1,509,387.964 (meters)                     COMP
 FO1416  Y           -  -5,008,969.936 (meters)                     COMP
 FO1416  Z           -   3,639,307.093 (meters)                     COMP
 FO1416  LAPLACE CORR-          -0.19  (seconds)                    DEFLEC99
 FO1416  ELLIP HEIGHT-        1661.29  (meters)          (09/28/01) GPS OBS
 FO1416  GEOID HEIGHT-         -21.59  (meters)                     GEOID03
 FO1416
 FO1416  HORZ ORDER  -  FIRST
 FO1416  ELLP ORDER  -  FOURTH    CLASS I
 FO1416
 FO1416.The horizontal coordinates were established by classical geodetic methods
 FO1416.and adjusted by the National Geodetic Survey in December 1993..
 FO1416
 FO1416.The orthometric height was determined by GPS observations and a
 FO1416.high-resolution geoid model.
 FO1416
 FO1416.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FO1416
 FO1416.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1416
 FO1416.The ellipsoidal height was determined by GPS observations
 FO1416.and is referenced to NAD 83.
 FO1416
 FO1416.The geoid height was determined by GEOID03.
 FO1416
 FO1416;                    North         East     Units Scale Factor Converg.
 FO1416;SPC NM C     -   444,292.228   452,583.630   MT  0.99992770   -0 17 52.9
 FO1416;SPC NM C     - 1,457,648.75  1,484,851.46   sFT  0.99992770   -0 17 52.9
 FO1416;UTM  13      - 3,875,068.170   338,532.102   MT  0.99992133   -1 00 55.1
 FO1416
 FO1416!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1416!SPC NM C     -   0.99973930  x   0.99992770  =   0.99966702
 FO1416!UTM  13      -   0.99973930  x   0.99992133  =   0.99966065
 FO1416
 FO1416|---------------------------------------------------------------------|
 FO1416| PID    Reference Object                     Distance      Geod. Az  |
 FO1416|                                                           dddmmss.s |
 FO1416| CD3462 GOOD RM 1                            10.502 METERS 00641     |
 FO1416| CD3463 GOOD RM 2                            10.752 METERS 27409     |
 FO1416| FO1424 ALBUQUERQUE JCT ATT MICROWAVE       APPROX. 4.6 KM 2891618.9 |
 FO1416| FO1420 ALBUQUERQUE MTN ST TT CO TOWER      APPROX. 6.9 KM 3500149.7 |
 FO1416|---------------------------------------------------------------------|
 FO1416
 FO1416                          SUPERSEDED SURVEY CONTROL
 FO1416
 FO1416  ELLIP H (12/21/93) 1661.37   (m)                       GP(       ) 4 1
 FO1416  ELLIP H (07/01/93) 1661.39   (m)                       GP(       ) 4 2
 FO1416  NAD 83(1986)-  35 00 19.30475(N)    106 46 10.19223(W) AD(       ) 1
 FO1416  NAD 27      -  35 00 19.13083(N)    106 46 08.09418(W) AD(       ) 1
 FO1416
 FO1416.Superseded values are not recommended for survey control.
 FO1416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1416.See file dsdata.txt to determine how the superseded data were derived.
 FO1416
 FO1416_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU3853275068(NAD 83)
 FO1416_MARKER: DS = TRIANGULATION STATION DISK
 FO1416_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FO1416_SP_SET: CONCRETE POST
 FO1416_STAMPING: GOOD 1969
 FO1416_MARK LOGO: CGS   
 FO1416_MAGNETIC: N = NO MAGNETIC MATERIAL
 FO1416_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO1416+STABILITY: SURFACE MOTION
 FO1416_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FO1416+SATELLITE: SATELLITE OBSERVATIONS - December 01, 1991
 FO1416
 FO1416  HISTORY     - Date     Condition        Report By
 FO1416  HISTORY     - 1969     MONUMENTED       CGS
 FO1416  HISTORY     - 1969     GOOD             CGS
 FO1416  HISTORY     - 19911201 GOOD             NM0030
 FO1416
 FO1416                          STATION DESCRIPTION
 FO1416
 FO1416'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JLC)
 FO1416'THE STATION IS LOCATED ABOUT 9 MILES SOUTHWEST OF THE CENTER
 FO1416'OF ALBUQUERQUE, 7-1/2 MILES NORTHWEST OF ISLETA, 5-1/2 MILES
 FO1416'WEST OF THE RIO GRANDE RIVER, ON THE EAST EDGE OF A FLAT MESA
 FO1416'OVERLOOKING THE RIO GRANDE VALLEY AND ON PROPERTY OF ATRISCO
 FO1416'LAND GRANT.
 FO1416'
 FO1416'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 45
 FO1416'(S. COORS ROAD) AND STATE HIGHWAY 500 (RIO BRAVO BOULEVARD)
 FO1416'IN THE SOUTHWEST PART OF ALBUQUERQUE, GO NORTH ON STATE HIGHWAY
 FO1416'45 FOR 0.6 MILE TO A CROSSROAD.  TURN LEFT AND GO WEST ON BLAKE
 FO1416'ROAD (GRAVELED) FOR 1.2 MILES TO A FORK RIGHT AND A SIDE ROAD
 FO1416'LEFT JUST AFTER PASSING UNDER A POWER LINE.  TURN LEFT AND
 FO1416'GO SOUTH ON A TRACK ROAD FOR 0.1 MILE TO A DIAGONAL CROSSROAD.
 FO1416'BEAR RIGHT AND CONTINUE IN A SOUTHERLY DIRECTION ON A TRACK
 FO1416'ROAD FOR 0.15 MILE TO A REVERSE Y-FORK.  BEAR RIGHT AND GO
 FO1416'WEST ON A TRACK ROAD FOR 0.9 MILE TO A DIM FORK LEFT JUST
 FO1416'AFTER CROSSING A DRY WASH.  KEEP RIGHT AND CONTINUE WEST
 FO1416'ON THE MAIN TRAVELED ROAD FOR 0.45 MILE TO A METAL GATE IN A
 FO1416'NORTH-SOUTH FENCE JUST EAST OF A POWER LINE.  PASS THROUGH
 FO1416'THE GATE, CONTINUE WEST ON THE GRAVELED ROAD FOR 0.75 MILE TO A
 FO1416'WINDMILL ON THE RIGHT AND A GATE IN A CORRAL FENCE.  PASS
 FO1416'THROUGH THE GATE AND CONTINUE WEST ON THE TRACK ROAD FOR 0.3
 FO1416'MILE TO THE TOP OF THE MESA.  TURN LEFT AND GO IN A
 FO1416'SOUTHERLY DIRECTION ON A TRACK ROAD ALONG THE EDGE OF
 FO1416'THE MESA FOR 1.7 MILES TO THE STATION ON THE LEFT.
 FO1416'
 FO1416'THE STATION MARK IS A STANDARD DISK STAMPED GOOD 1969, SET IN
 FO1416'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS
 FO1416'2 INCHES ABOVE THE GROUND.  IT IS 18 FEET EAST OF THE CENTER
 FO1416'OF THE TRACK ROAD AND 3.8 FEET SOUTHWEST OF A METAL WITNESS POST.
 FO1416'
 FO1416'REFERENCE MARK 1 IS A STANDARD DISK STAMPED GOOD NO 1 1969,
 FO1416'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 FO1416'PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS 37 FEET NORTH OF
 FO1416'THE METAL WITNESS POST AND 24 FEET EAST OF THE CENTER OF THE
 FO1416'TRACK ROAD.
 FO1416'
 FO1416'REFERENCE MARK 2 IS A STANDARD DISK STAMPED GOOD NO 2 1969,
 FO1416'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 FO1416'PROJECTS 5 INCHES ABOVE THE GROUND.  IT IS 33 FEET WEST OF THE
 FO1416'METAL WITNESS POST AND 18 FEET EAST OF THE CENTER OF THE TRACK
 FO1416'ROAD.
 FO1416'
 FO1416'HEIGHT OF LIGHT ABOVE STATION MARK 1.2 METERS.
 FO1416
 FO1416                          STATION RECOVERY (1969)
 FO1416
 FO1416'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 FO1416'RECOVERED IN GOOD CONDITION.
 FO1416
 FO1416                          STATION RECOVERY (1991)
 FO1416
 FO1416'RECOVERY NOTE BY CITY OF ALBUQUERQUE NEW MEXICO 1991
 FO1416'THE STATION IS LOCATED ABOUT 9 MI (14.5 KM) SOUTHWEST OF DOWNTOWN
 FO1416'ALBUQUERQUE ON THE EAST EDGE OF A FLAT MESA OVERLOOKING THE RIO
 FO1416'GRANDE VALLEY.
 FO1416'TO REACH THE STATION FROM THE INTERSECTION OF CENTRAL AVENUE AND PASEO
 FO1416'DEL VOLCAN, GO SOUTH ON PASEO DEL VOLCAN SW FOR 0.5 MI (0.8 KM) TO
 FO1416'THE ENTRANCE TO THE TIERRA WEST ESTATES SUBDIVISION ON THE LEFT, THE
 FO1416'END OF PAVEMENT, AN EAST-WEST WOODEN FENCE AND A DIRT ROAD.  TURN
 FO1416'LEFT, EAST, ON THE DIRT ROAD ALONG THE SOUTH SIDE OF THE WOODEN FENCE
 FO1416'AND GO 40 M (131.2 FT) TO A DIRT ROAD ALONG THE EAST SIDE OF
 FO1416'NORTH-SOUTH ELECTRIC TRANSMISSION LINES.  TURN SOUTH ON THE DIRT ROAD
 FO1416'AND GO 1.2 MI (1.9 KM) TO THE INTERSECTION WITH AN EAST-WEST DIRT
 FO1416'ROAD, ABOUT 20 M (65.6 FT) NORTH OF PYLON NUMBER 1503.  TURN LEFT,
 FO1416'EAST, ON THE DIRT ROAD AND GO 1.1 MI (1.8 KM) TO THE INTERSECTION
 FO1416'WITH ANOTHER DIRT ROAD ALONG THE ESCARPMENT.  TURN RIGHT, SOUTH, ON
 FO1416'DIRT ROAD AND MEANDER ALONG THE ESCARPMENT FOR 0.7 MI (1.1 KM) TO THE
 FO1416'INTERSECTION WITH AN EAST-WEST DIRT ROAD.  CONTINUE SOUTH FOR 1.7 MI
 FO1416'(2.7 KM) TO THE STATION ON THE LEFT.
 FO1416'THE STATION IS A STANDARD USCGS TRIANGULATION DISK STAMPED ---GOOD
 FO1416'1969--- SET IN THE TOP OF A 0.3 M (1.0 FT) DIAMETER CYLINDRICAL
 FO1416'CONCRETE MONUMENT THAT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND.  THE
 FO1416'STATION IS LOCATED ABOUT 90 M (295.3 FT) NORTH OF THE EAST-WEST
 FO1416'BARBED WIRE FENCE THAT MARKS THE BOUNDARY BETWEEN THE TOWN OF
 FO1416'PAJARITO GRANT AND THE TOWN OF ATRISCO GRANT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0871 ***********************************************************************
 DR0871  DESIGNATION -  GOODIN
 DR0871  PID         -  DR0871
 DR0871  STATE/COUNTY-  NM/CHAVES
 DR0871  USGS QUAD   -  SOUTH SPRING (1975)
 DR0871
 DR0871                         *CURRENT SURVEY CONTROL
 DR0871  ___________________________________________________________________
 DR0871* NAD 83(1992)-  33 16 38.12634(N)    104 29 34.49889(W)     ADJUSTED  
 DR0871* NAVD 88     -      1106.     (meters)    3629.     (feet)  SCALED    
 DR0871  ___________________________________________________________________
 DR0871  LAPLACE CORR-          -2.35  (seconds)                    DEFLEC99
 DR0871  GEOID HEIGHT-         -23.14  (meters)                     GEOID03
 DR0871
 DR0871  HORZ ORDER  -  SECOND
 DR0871
 DR0871.The horizontal coordinates were established by classical geodetic methods
 DR0871.and adjusted by the National Geodetic Survey in December 1993..
 DR0871
 DR0871.The orthometric height was scaled from a topographic map.
 DR0871
 DR0871.The Laplace correction was computed from DEFLEC99 derived deflections.
 DR0871
 DR0871.The geoid height was determined by GEOID03.
 DR0871
 DR0871;                    North         East     Units Scale Factor Converg.
 DR0871;SPC NM E     -   252,511.879   150,134.617   MT  0.99991181   -0 05 15.2
 DR0871;SPC NM E     -   828,449.39    492,566.66   sFT  0.99991181   -0 05 15.2
 DR0871;UTM  13      - 3,682,139.057   547,221.176   MT  0.99962749   +0 16 41.7
 DR0871
 DR0871!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR0871!SPC NM E     -   0.99983009  x   0.99991181  =   0.99974192
 DR0871!UTM  13      -   0.99983009  x   0.99962749  =   0.99945765
 DR0871
 DR0871:                Primary Azimuth Mark                     Grid Az
 DR0871:SPC NM E     -  GOODIN AZ MK                             003 35 50.2
 DR0871:UTM  13      -  GOODIN AZ MK                             003 13 53.3
 DR0871
 DR0871|---------------------------------------------------------------------|
 DR0871| PID    Reference Object                     Distance      Geod. Az  |
 DR0871|                                                           dddmmss.s |
 DR0871| CJ6509 GOODIN AZ MK                                       0033035.0 |
 DR0871| CJ6510 GOODIN RM 1                          18.978 METERS 01125     |
 DR0871| CJ6511 GOODIN RM 2                          18.871 METERS 12212     |
 DR0871| DR0884 GOODIN RANCH HOUSE CHIMNEY          APPROX. 2.7 KM 2183201.9 |
 DR0871| DR0888 WALKER AFB WATER TANK               APPROX. 4.4 KM 3312314.4 |
 DR0871|---------------------------------------------------------------------|
 DR0871
 DR0871                          SUPERSEDED SURVEY CONTROL
 DR0871
 DR0871  NAD 83(1986)-  33 16 38.13181(N)    104 29 34.49386(W) AD(       ) 2
 DR0871  NAD 27      -  33 16 37.76100(N)    104 29 32.61200(W) AD(       ) 2
 DR0871
 DR0871.Superseded values are not recommended for survey control.
 DR0871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0871.See file dsdata.txt to determine how the superseded data were derived.
 DR0871
 DR0871_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES4722182139(NAD 83)
 DR0871_MARKER: DS = TRIANGULATION STATION DISK
 DR0871_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR0871_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DR0871
 DR0871  HISTORY     - Date     Condition        Report By
 DR0871  HISTORY     - 1943     MONUMENTED       CGS
 DR0871  HISTORY     - 1951     GOOD             USE
 DR0871  HISTORY     - 1960     GOOD             CGS
 DR0871  HISTORY     - 1961     GOOD             CGS
 DR0871  HISTORY     - 1979     GOOD             NGS
 DR0871
 DR0871                          STATION DESCRIPTION
 DR0871
 DR0871'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (EHB)
 DR0871'STATION IS LOCATED ABOUT 8 MILES AIRLINE S OF ROSWELL AND
 DR0871'1.5 MILES SE OF THE ROSWELL ARMY AIR BASE, ABOUT 1.0 MILE
 DR0871'NW OF THE MARTIN GOODIN RANCH HOUSE ON LAND OWNED BY MR. GOODIN.
 DR0871'
 DR0871'STATION IS ON A SLIGHT RISE, 93 FEET W OF THE CENTER LINE
 DR0871'OF A TRACK ROAD, AND 127 FEET S OF AN E-W FENCE LINE.  A BRONZE
 DR0871'STATION DISK SET IN A ROUND CONCRETE POST, STAMPED GOODIN 1934.
 DR0871'
 DR0871'UNDERGROUND MARK IS A BRONZE STATION DISK SET IN A CONCRETE
 DR0871'POST 24 INCHES BELOW THE SURFACE OF THE GROUND.
 DR0871'
 DR0871'REFERENCE MARK 1 IS N OF THE STATION.  A BRONZE REFERENCE
 DR0871'DISK SET IN A ROUND CONCRETE POST FLUSH WITH THE GROUND, STAMPED
 DR0871'GOODIN NO 1 1943.
 DR0871'
 DR0871'REFERENCE MARK 2 IS ESE OF THE STATION.  A BRONZE REFERENCE
 DR0871'DISK SET IN A ROUND CONCRETE POST FLUSH WITH THE GROUND,
 DR0871'STAMPED GOODIN NO 2 1943.
 DR0871'
 DR0871'AZIMUTH MARK 0.5 MILE N OF THE STATION, 36 FEET W OF THE
 DR0871'CENTER LINE OF A TRACK ROAD, 6 FEET E OF A FENCE LINE, AND
 DR0871'3 FEET SW OF A 4- BY 4-INCH WOODEN MARKER POST.  A BRONZE
 DR0871'AZIMUTH DISK SET IN A ROUND CONCRETE POST FLUSH WITH THE
 DR0871'GROUND, STAMPED GOODIN 1943.
 DR0871'
 DR0871'TO REACH FROM THE CHAVES COUNTY COURTHOUSE IN ROSWELL, GO
 DR0871'S ON STATE HIGHWAY 13 FOR 10.8 MILES TO CROSSROADS AT NE
 DR0871'CORNER OF THE ROSWELL AIR BASE.  CONTINUE STRAIGHT AHEAD ON
 DR0871'HIGHWAY 13 FOR 0.8 MILE TO A SIDE ROAD ON LEFT.  TURN LEFT
 DR0871'ON SIDE ROAD AND GO SE 0.3 MILE TO FORKS.  TAKE RIGHT FORK
 DR0871'S AND FOLLOW TRACK ROAD 1.0 MILE TO A GATE.  PASS THROUGH
 DR0871'GATE AND GO RIGHT AROUND END OF OLD FENCE FOR ABOUT 150 YARDS
 DR0871'TO STATION.
 DR0871'
 DR0871'HEIGHT OF LIGHT ABOVE STATION MARK-6 METERS.
 DR0871
 DR0871                          STATION RECOVERY (1951)
 DR0871
 DR0871'RECOVERY NOTE BY US ENGINEERS 1951
 DR0871'THIRD SENTENCE OF LAST PARAGRAPH SHOULD READ AS FOLLOWS--
 DR0871'
 DR0871'TURN LEFT (E) ON A SIDE ROAD AND GO 0.3 MI. TO A FENCE AND
 DR0871'CATTLE GUARD.  TURN RIGHT (S) AND FOLLOW A TRACK ROAD ALONG
 DR0871'THE W SIDE OF THE FENCE FOR 1.0 MI. TO A GATE.
 DR0871
 DR0871                          STATION RECOVERY (1960)
 DR0871
 DR0871'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (CTH)
 DR0871'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 DR0871'FOUND IN GOOD CONDITION.  THE DESCRIPTION OF THE STATION
 DR0871'AND THE MARKS WAS FOUND TO BE COMPLETELY ACCURATE.  A COMPLETE
 DR0871'DESCRIPTION ON HOW TO REACH THE STATION FOLLOWS.
 DR0871'
 DR0871'TO REACH THE STATION FROM THE SOUTHWEST CORNER OF THE COURTHOUSE
 DR0871'SQUARE IN ROSWELL, GO SOUTH ON U.S. HIGHWAY 285 FOR 7.4 MILES.
 DR0871'TURN SHARP RIGHT AND GO WEST ON A GRAVELED ROAD FOR 0.3
 DR0871'MILE.  TURN LEFT AT THE T-ROAD AND GO SOUTH FOR 1.4 MILES.
 DR0871'TURN RIGHT AT THE T-ROAD AND GO WEST FOR 1.0 MILE TO A CATTLE
 DR0871'GUARD AND A TRACK ROAD LEFT, JUST AFTER PASSING OVER THE
 DR0871'CATTLE GUARD, TURN LEFT AND GO SOUTH ON THE TRACK ROAD FOR
 DR0871'0.05 MILE TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE SOUTH
 DR0871'ON THE TRACK ROAD FOR 0.45 MILE.  PASS THROUGH THE WIRE GATE,
 DR0871'THEN RIGHT, SOUTHWEST, CROSS COUNTRY FOR 50 YARDS TO THE
 DR0871'STATION.
 DR0871
 DR0871                          STATION RECOVERY (1961)
 DR0871
 DR0871'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GWM)
 DR0871'STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK
 DR0871'WERE RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 DR0871'
 DR0871'A METAL WITNESS POST WITH SIGN WAS SET 4 FEET WEST OF THE STATION
 DR0871'MARK.
 DR0871'
 DR0871'A METAL WITNESS POST WITH SIGN WAS SET 1.4 FEET EAST OF THE
 DR0871'AZIMUTH MARK.
 DR0871'
 DR0871'THE 1960 ROUTE TO THE STATION WAS USED AND FOUND TO BE ADEQUATE
 DR0871'AND CORRECT.
 DR0871
 DR0871                          STATION RECOVERY (1979)
 DR0871
 DR0871'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (VEN)
 DR0871'STATION, RM 1 AND 2 AND AZIMUTH MARK ALL RECOVERED AS DESCRIBED
 DR0871'IN GOOD CONDITION.
 DR0871'
 DR0871'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--8 MI S OF ROSWELL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0884 ***********************************************************************
 DR0884  DESIGNATION -  GOODIN RANCH HOUSE CHIMNEY
 DR0884  PID         -  DR0884
 DR0884  STATE/COUNTY-  NM/CHAVES
 DR0884  USGS QUAD   -  ROSWELL SOUTH (1975)
 DR0884
 DR0884                         *CURRENT SURVEY CONTROL
 DR0884  ___________________________________________________________________
 DR0884* NAD 83(1992)-  33 15 29.62085(N)    104 30 39.43291(W)     ADJUSTED  
 DR0884* NAVD 88     -                                                        
 DR0884  ___________________________________________________________________
 DR0884  LAPLACE CORR-          -2.55  (seconds)                    DEFLEC99
 DR0884  GEOID HEIGHT-         -23.10  (meters)                     GEOID03
 DR0884
 DR0884  HORZ ORDER  -  THIRD
 DR0884
 DR0884.The horizontal coordinates were established by classical geodetic methods
 DR0884.and adjusted by the National Geodetic Survey in December 1993..
 DR0884
 DR0884
 DR0884.The Laplace correction was computed from DEFLEC99 derived deflections.
 DR0884
 DR0884.The geoid height was determined by GEOID03.
 DR0884
 DR0884;                    North         East     Units Scale Factor Converg.
 DR0884;SPC NM E     -   250,404.254   148,450.833   MT  0.99991247   -0 05 50.7
 DR0884;SPC NM E     -   821,534.62    487,042.44   sFT  0.99991247   -0 05 50.7
 DR0884;UTM  13      - 3,680,021.334   545,551.356   MT  0.99962558   +0 16 05.5
 DR0884
 DR0884                          SUPERSEDED SURVEY CONTROL
 DR0884
 DR0884  NAD 83(1986)-  33 15 29.62650(N)    104 30 39.42685(W) AD(       ) 4
 DR0884  NAD 27      -  33 15 29.25300(N)    104 30 37.54400(W) AD(       ) 3
 DR0884
 DR0884.Superseded values are not recommended for survey control.
 DR0884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0884.See file dsdata.txt to determine how the superseded data were derived.
 DR0884
 DR0884_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES4555180021(NAD 83)
 DR0884_MARKER: 85 = CHIMNEY
 DR0884
 DR0884  HISTORY     - Date     Condition        Report By
 DR0884  HISTORY     - 1943     FIRST OBSERVED   CGS
 DR0884  HISTORY     - 1947     GOOD             CGS
 DR0884
 DR0884                          STATION DESCRIPTION
 DR0884
 DR0884'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RER)
 DR0884'THE RANCH HOUSE IS 2 MILES SOUTH OF THE SOUTH BOUNDARY OF THE
 DR0884'ROSWELL AIR BASE, AND ABOUT 1 MILE WEST OF AN EXTENSION OF THE
 DR0884'EASTERN BOUNDARY OF THE AIR BASE.  RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0966 ***********************************************************************
 DR0966  DESIGNATION -  GOODRUM
 DR0966  PID         -  DR0966
 DR0966  STATE/COUNTY-  NM/LINCOLN
 DR0966  USGS QUAD   -  FLYING H NE (1989)
 DR0966
 DR0966                         *CURRENT SURVEY CONTROL
 DR0966  ___________________________________________________________________
 DR0966* NAD 83(1992)-  33 11 31.49650(N)    105 02 00.66869(W)     ADJUSTED  
 DR0966* NAVD 88     -      1654.     (meters)    5426.     (feet)  SCALED    
 DR0966  ___________________________________________________________________
 DR0966  LAPLACE CORR-          -6.03  (seconds)                    DEFLEC99
 DR0966  GEOID HEIGHT-         -21.71  (meters)                     GEOID03
 DR0966
 DR0966  HORZ ORDER  -  FIRST
 DR0966
 DR0966.The horizontal coordinates were established by classical geodetic methods
 DR0966.and adjusted by the National Geodetic Survey in December 1993..
 DR0966
 DR0966.The orthometric height was scaled from a topographic map.
 DR0966
 DR0966.The Laplace correction was computed from DEFLEC99 derived deflections.
 DR0966
 DR0966.The geoid height was determined by GEOID03.
 DR0966
 DR0966;                    North         East     Units Scale Factor Converg.
 DR0966;SPC NM C     -   243,711.795   613,429.175   MT  1.00005858   +0 39 57.7
 DR0966;SPC NM C     -   799,577.78  2,012,558.88   sFT  1.00005858   +0 39 57.7
 DR0966;SPC NM E     -   243,273.136    99,712.825   MT  0.99996163   -0 22 60.0
 DR0966;SPC NM E     -   798,138.61    327,141.16   sFT  0.99996163   -0 22 60.0
 DR0966;UTM  13      - 3,672,582.041   496,875.590   MT  0.99960012   -0 01 06.1
 DR0966
 DR0966!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR0966!SPC NM C     -   0.99974385  x   1.00005858  =   0.99980241
 DR0966!SPC NM E     -   0.99974385  x   0.99996163  =   0.99970549
 DR0966!UTM  13      -   0.99974385  x   0.99960012  =   0.99934407
 DR0966
 DR0966:                Primary Azimuth Mark                     Grid Az
 DR0966:SPC NM C     -  GOODRUM AZ MK                            185 59 16.6
 DR0966:SPC NM E     -  GOODRUM AZ MK                            187 02 14.3
 DR0966:UTM  13      -  GOODRUM AZ MK                            186 40 20.4
 DR0966
 DR0966|---------------------------------------------------------------------|
 DR0966| PID    Reference Object                     Distance      Geod. Az  |
 DR0966|                                                           dddmmss.s |
 DR0966| CJ6512 GOODRUM AZ MK                                      1863914.3 |
 DR0966| CJ6513 GOODRUM RM 1                         12.769 METERS 25128     |
 DR0966| CJ6514 GOODRUM RM 2                         17.975 METERS 34945     |
 DR0966|---------------------------------------------------------------------|
 DR0966
 DR0966                          SUPERSEDED SURVEY CONTROL
 DR0966
 DR0966  NAD 83(1986)-  33 11 31.50227(N)    105 02 00.66877(W) AD(       ) 1
 DR0966  NAD 27      -  33 11 31.14590(N)    105 01 58.75520(W) AD(       ) 1
 DR0966
 DR0966.Superseded values are not recommended for survey control.
 DR0966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0966.See file dsdata.txt to determine how the superseded data were derived.
 DR0966
 DR0966_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDS9687672582(NAD 83)
 DR0966_MARKER: DS = TRIANGULATION STATION DISK
 DR0966_SETTING: 66 = SET IN ROCK OUTCROP
 DR0966_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 DR0966
 DR0966  HISTORY     - Date     Condition        Report By
 DR0966  HISTORY     - 1934     MONUMENTED       CGS
 DR0966  HISTORY     - 1962     GOOD             CGS
 DR0966
 DR0966                          STATION DESCRIPTION
 DR0966
 DR0966'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 DR0966'ABOUT 16 MILES SOUTHEAST OF TINNIE, 3 MILES NORTHWEST OF THE GOODRUM
 DR0966'RANCH, ON THE HIGHEST POINT OF A ROCKY MESA, AND ABOUT 0.2
 DR0966'MILE EAST OF A SMALL, DRY, NATURAL LAKE BED.  TO REACH FROM
 DR0966'GOODRUM RANCH, GO WEST 0.4 MILE ON THE ROAD TO ROCK HOUSE,
 DR0966'FOLLOW RIGHT FORK ON A ROAD LEADING INTO A LARGE CANYON 0.5
 DR0966'MILE TO A DRY CREEK BED, CONTINUE 1.4 MILES TO A STEEL TANK ON
 DR0966'THE LEFT SIDE OF ROAD, GO UP RIDGE 0.2 MILE TO THE TOP, LEAVE
 DR0966'ROAD AND GO WEST AND NORTH 1 MILE ALONG A DIM TRACE OF AN OLD
 DR0966'ROAD RUNNING ALONG TOP OF THE RIDGE TO TOP OF A HIGH MESA
 DR0966'AND THE STATION.  THE STATION, AZIMUTH, AND REFERENCE MARKS
 DR0966'ARE STANDARD DISKS SET IN BEDROCK.
 DR0966'REFERENCE MARK NO. 1 IS 12.769 METERS (41.89 FEET)
 DR0966'FROM STATION S 71 DEG 28 MIN W, AND NO. 2 IS 17.975
 DR0966'METERS (58.97 FEET) FROM STATION N 10 DEG 15 MIN W.  THE
 DR0966'AZIMUTH MARK IS 2 FEET NORTH OF A 2-FOOT ROCK CAIRN, AND
 DR0966'APPROXIMATELY 0.2 MILE FROM STATION S 06 DEG 39 MIN W.
 DR0966'BEARING FROM STATION TO A CAIRN ON CAPITAN
 DR0966'MOUNTAIN N 22 DEG 58 MIN W.
 DR0966
 DR0966                          STATION RECOVERY (1962)
 DR0966
 DR0966'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (REA)
 DR0966'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 DR0966'CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0870 ***********************************************************************
 DR0870  DESIGNATION -  GOPHER
 DR0870  PID         -  DR0870
 DR0870  STATE/COUNTY-  NM/CHAVES
 DR0870  USGS QUAD   -  COMANCHE SPRING (1975)
 DR0870
 DR0870                         *CURRENT SURVEY CONTROL
 DR0870  ___________________________________________________________________
 DR0870* NAD 83(1992)-  33 25 33.68532(N)    104 20 52.61003(W)     ADJUSTED  
 DR0870* NAVD 88     -      1176.02   (+/-2cm)    3858.3    (feet)  VERTCON   
 DR0870  ___________________________________________________________________
 DR0870  LAPLACE CORR-           0.52  (seconds)                    DEFLEC99
 DR0870  GEOID HEIGHT-         -23.22  (meters)                     GEOID03
 DR0870
 DR0870  HORZ ORDER  -  FIRST
 DR0870  VERT ORDER  -  THIRD ? (See Below)
 DR0870
 DR0870.The horizontal coordinates were established by classical geodetic methods
 DR0870.and adjusted by the National Geodetic Survey in December 1993..
 DR0870
 DR0870.The NAVD 88 height was computed by applying the VERTCON shift value to
 DR0870.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DR0870.The vertical order pertains to the NGVD 29 superseded value.
 DR0870
 DR0870.The Laplace correction was computed from DEFLEC99 derived deflections.
 DR0870
 DR0870.The geoid height was determined by GEOID03.
 DR0870
 DR0870;                    North         East     Units Scale Factor Converg.
 DR0870;SPC NM E     -   268,998.904   163,641.009   MT  0.99990911   -0 00 29.0
 DR0870;SPC NM E     -   882,540.57    536,878.88   sFT  0.99990911   -0 00 29.0
 DR0870;UTM  13      - 3,698,707.603   560,618.151   MT  0.99964530   +0 21 33.1
 DR0870
 DR0870!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR0870!SPC NM E     -   0.99981905  x   0.99990911  =   0.99972818
 DR0870!UTM  13      -   0.99981905  x   0.99964530  =   0.99946441
 DR0870
 DR0870|---------------------------------------------------------------------|
 DR0870| PID    Reference Object                     Distance      Geod. Az  |
 DR0870|                                                           dddmmss.s |
 DR0870| CJ6516 GOPHER RM 1                          29.115 METERS 06617     |
 DR0870| CJ6515 GOPHER AZ MK                                       1553745.0 |
 DR0870| CJ6517 GOPHER RM 2                          24.366 METERS 17801     |
 DR0870| DR0875 ROSWELL COURTHOUSE DOME             APPROX.16.5 KM 2584910.1 |
 DR0870| DR0946 EL CAPITAN MOUNTAIN                 APPROX.87.2 KM 2822443.0 |
 DR0870|---------------------------------------------------------------------|
 DR0870
 DR0870                          SUPERSEDED SURVEY CONTROL
 DR0870
 DR0870  NAD 83(1986)-  33 25 33.68986(N)    104 20 52.60519(W) AD(       ) 1
 DR0870  NAD 27      -  33 25 33.33200(N)    104 20 50.72200(W) AD(       ) 1
 DR0870  NGVD 29 (07/19/86) 1175.51   (m)         3856.7    (f) LEVELING    3  
 DR0870
 DR0870.Superseded values are not recommended for survey control.
 DR0870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0870.See file dsdata.txt to determine how the superseded data were derived.
 DR0870
 DR0870_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES6061898708(NAD 83)
 DR0870_MARKER: DS = TRIANGULATION STATION DISK
 DR0870_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR0870_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR0870
 DR0870  HISTORY     - Date     Condition        Report By
 DR0870  HISTORY     - 1935     MONUMENTED       CGS
 DR0870  HISTORY     - 1968     GOOD             USGS
 DR0870  HISTORY     - 19680207 GOOD             USGS
 DR0870
 DR0870                          STATION DESCRIPTION
 DR0870
 DR0870'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 DR0870'ABOUT 10 MILES EAST OF ROSWELL, IN PASTURE LAND ON THE HIGHEST
 DR0870'POINT OF THE SECOND RIDGE EAST OF THE RIVER.  TO REACH FROM THE
 DR0870'INTERSECTION OF MAIN AND EAST SECOND STREETS GO EAST ON EAST
 DR0870'SECOND STREET (U.S. HIGHWAY 380) 8.9 MILES TO THE BRIDGE ACROSS
 DR0870'THE PECOS RIVER, CROSS BRIDGE AND CONTINUE ON HIGHWAY IN A
 DR0870'GENERAL EASTERLY DIRECTION 2.3 MILES TO A TRACK ROAD ON THE
 DR0870'LEFT, TURN LEFT OFF THE HIGHWAY AND GO NORTH UP GRADE ON TRACK
 DR0870'ROAD 0.2 MILE TO A FORK, TAKE THE RIGHT FORK AND FOLLOW MAIN
 DR0870'ROAD NORTHEAST 0.5 MILE TO A FORK, TAKE THE LEFT FORK AND
 DR0870'FOLLOW THE MAIN ROAD NORTH 0.6 MILE TO A FORK, CONTINUE NORTH
 DR0870'ON RIGHT FORK 0.6 MILE TO A GATE IN AN EAST-AND-WEST FENCE,
 DR0870'PASS THROUGH GATE AND CONTINUE NORTH 0.3 MILE TO A FORK, TAKE
 DR0870'THE LEFT FORK STRAIGHT AHEAD AND CONTINUE NORTH 1.9 MILES TO
 DR0870'A LONE, SOUTHEAST FENCE CORNER ON THE WEST SIDE OF THE ROAD.
 DR0870'THE AZIMUTH MARK IS IN THE EAST-WEST FENCE.  PASS THROUGH
 DR0870'WIRE GATE IN THE EAST-WEST FENCE AND GO NORTHWEST ON
 DR0870'TRACK ROAD 0.1 MILE AND THEN NORTH ACROSS COUNTRY 0.1
 DR0870'MILE TO HIGH POINT OF PASTURE AND THE STATION.  THE SURFACE,
 DR0870'UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 DR0870'DISKS SET IN CONCRETE.
 DR0870'REFERENCE MARK NO. 1 IS 95.52 FEET FROM THE STATION
 DR0870'N 66 DEG 17 MIN E, AND NO. 2 IS 79.94 FEET FROM THE
 DR0870'STATION S 01 DEG 59 MIN E.  THE AZIMUTH MARK IS AT A
 DR0870'POINT 90 FEET WEST OF A SOUTHEAST FENCE CORNER, AND 0.2
 DR0870'MILE FROM THE STATION S 44 DEG 12 MIN E.
 DR0870
 DR0870                          STATION RECOVERY (1968)
 DR0870
 DR0870'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 DR0870'RECOVERED BY USGS IN 1961.
 DR0870'
 DR0870'RECOVERED BY USGS IN 1968 AND REVISED DESCRIPTION FOLLOWS
 DR0870'
 DR0870'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 285 AND 70, AND U.S.
 DR0870'HIGHWAY 380, GO E. 10 MI. TO CROSSROADS, TURN LEFT AND GO 1.9 MI. N.
 DR0870'TO STATION.  THE STATION MARK IS .05 MI. N. OF THE MAIN GATE OF THE
 DR0870'U.S. ARMY RESERVE TRAINING CAMP.
 DR0870'
 DR0870'STATION MARK--STANDARD BRONZE USC AND GS STATION DISK SET IN CONCRETE.
 DR0870
 DR0870                          STATION RECOVERY (1968)
 DR0870
 DR0870'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968 (LJM)
 DR0870'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0585 ***********************************************************************
 GM0585  DESIGNATION -  GORDITO
 GM0585  PID         -  GM0585
 GM0585  STATE/COUNTY-  NM/TAOS
 GM0585  USGS QUAD   -  PETACA PEAK (1995)
 GM0585
 GM0585                         *CURRENT SURVEY CONTROL
 GM0585  ___________________________________________________________________
 GM0585* NAD 83(1992)-  36 34 28.25986(N)    105 57 05.13093(W)     ADJUSTED  
 GM0585* NAVD 88     -      2422.570  (meters)    7948.05   (feet)  ADJUSTED  
 GM0585  ___________________________________________________________________
 GM0585  LAPLACE CORR-          -4.06  (seconds)                    DEFLEC99
 GM0585  GEOID HEIGHT-         -17.43  (meters)                     GEOID03
 GM0585  DYNAMIC HT  -        2419.172 (meters)    7936.90  (feet)  COMP
 GM0585  MODELED GRAV-     979,141.8   (mgal)                       NAVD 88
 GM0585
 GM0585  HORZ ORDER  -  THIRD
 GM0585  VERT ORDER  -  FIRST     CLASS II
 GM0585
 GM0585.The horizontal coordinates were established by classical geodetic methods
 GM0585.and adjusted by the National Geodetic Survey in December 1993..
 GM0585
 GM0585.The orthometric height was determined by differential leveling
 GM0585.and adjusted by the National Geodetic Survey in June 1991..
 GM0585
 GM0585.The Laplace correction was computed from DEFLEC99 derived deflections.
 GM0585
 GM0585.The geoid height was determined by GEOID03.
 GM0585
 GM0585.The dynamic height is computed by dividing the NAVD 88
 GM0585.geopotential number by the normal gravity value computed on the
 GM0585.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GM0585.degrees latitude (g = 980.6199 gals.).
 GM0585
 GM0585.The modeled gravity was interpolated from observed gravity values.
 GM0585
 GM0585;                    North         East     Units Scale Factor Converg.
 GM0585;SPC NM C     -   618,298.859   526,721.349   MT  0.99990879   +0 10 40.5
 GM0585;SPC NM C     - 2,028,535.51  1,728,084.96   sFT  0.99990879   +0 10 40.5
 GM0585;UTM  13      - 4,048,094.973   414,875.430   MT  0.99968927   -0 34 01.0
 GM0585
 GM0585!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GM0585!SPC NM C     -   0.99962268  x   0.99990879  =   0.99953151
 GM0585!UTM  13      -   0.99962268  x   0.99968927  =   0.99931207
 GM0585
 GM0585|---------------------------------------------------------------------|
 GM0585| PID    Reference Object                     Distance      Geod. Az  |
 GM0585|                                                           dddmmss.s |
 GM0585| CM8183 GORDITO RM 2                         33.049 METERS 26404     |
 GM0585| GM0586 GORDITO AZ MK                                      3394226.4 |
 GM0585| CM8182 GORDITO RM 1                          9.611 METERS 35444     |
 GM0585|---------------------------------------------------------------------|
 GM0585
 GM0585                          SUPERSEDED SURVEY CONTROL
 GM0585
 GM0585  NAD 83(1986)-  36 34 28.26403(N)    105 57 05.13714(W) AD(       ) 3
 GM0585  NAD 27      -  36 34 28.20687(N)    105 57 03.08286(W) AD(       ) 3
 GM0585  NGVD 29 (07/19/86) 2421.3    (m)         7944.     (f) VERT ANG       
 GM0585
 GM0585.Superseded values are not recommended for survey control.
 GM0585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0585.See file dsdata.txt to determine how the superseded data were derived.
 GM0585
 GM0585_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDA1487548095(NAD 83)
 GM0585_MARKER: DS = TRIANGULATION STATION DISK
 GM0585_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GM0585_SP_SET: CONCRETE POST
 GM0585_STAMPING: GORDITO 1954
 GM0585_MARK LOGO: CGS   
 GM0585_PROJECTION: PROJECTING 10 CENTIMETERS
 GM0585_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GM0585+STABILITY: SURFACE MOTION
 GM0585
 GM0585  HISTORY     - Date     Condition        Report By
 GM0585  HISTORY     - 1954     MONUMENTED       CGS
 GM0585  HISTORY     - 1960     GOOD             CGS
 GM0585  HISTORY     - 1963     GOOD             CGS
 GM0585  HISTORY     - 1984     GOOD             NGS
 GM0585  HISTORY     - 1985     GOOD             VAILCO
 GM0585
 GM0585                          STATION DESCRIPTION
 GM0585
 GM0585'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (WRH)
 GM0585'THE STATION IS LOCATED AIRLINE, ABOUT 7 MILES SOUTH-SOUTHEAST
 GM0585'OF TRES PIEDRAS ALONG THE EAST SIDE OF U.S. HIGHWAY 285.
 GM0585'
 GM0585'THE STATION IS A STANDARD DISK STAMPED GORDITO 1954 SET IN TOP
 GM0585'OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS ABOUT
 GM0585'4 INCHES ABOVE THE GROUND.  IT IS 8 FEET SOUTH-SOUTHEAST OF A
 GM0585'WHITE WITNESS POST, 9 FEET WEST OF A NORTH-SOUTH FENCE LINE
 GM0585'AND 57 FEET EAST OF THE CENTER LINE OF THE HIGHWAY.
 GM0585'
 GM0585'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED GORDITO NO
 GM0585'1 1954 SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH
 GM0585'PROJECTS ABOUT 4 INCHES ABOVE THE GROUND AND IS ABOUT THE
 GM0585'SAME ELEVATION AS THE STATION.  IT IS 2.5 FEET WEST OF A
 GM0585'NORTH-SOUTH FENCE LINE AND 63 FEET EAST OF THE CENTER LINE OF
 GM0585'THE HIGHWAY.
 GM0585'
 GM0585'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED GORDITO NO
 GM0585'2 1954 SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH
 GM0585'PROJECTS ABOUT 4 INCHES ABOVE THE GROUND AND IS ABOUT THE
 GM0585'SAME ELEVATION AS THE STATION.  IT IS 51 FEET WEST OF THE
 GM0585'CENTER LINE OF THE HIGHWAY.
 GM0585'
 GM0585'THE AZIMUTH MARK IS A STANDARD DISK STAMPED GORDITO 1954 SET
 GM0585'IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 GM0585'ABOUT 4 INCHES ABOVE THE GROUND.  IT IS 33 FEET NORTHEAST OF THE
 GM0585'NORTH END OF A WIRE GATE IN A NORTH-SOUTH FENCE LINE AND
 GM0585'64 FEET WEST OF THE CENTER LINE OF THE HIGHWAY.
 GM0585'
 GM0585'TO REACH THE STATION FROM THE JUNCTION OF STATE ROAD 111 AND
 GM0585'U.S. HIGHWAY 285 IN THE SOUTH PART OF TRES PIEDRAS, GO SOUTHERLY
 GM0585'ON U.S. HIGHWAY 285 FOR 4.15 MILES TO A WIRE GATE ON THE RIGHT,
 GM0585'WEST SIDE AND THE AZIMUTH MARK.  CONTINUE SOUTH ON THE HIGHWAY
 GM0585'FOR 0.7 MILE TO A WHITE WITNESS POST ON THE LEFT, EAST SIDE
 GM0585'AND THE STATION.
 GM0585'
 GM0585'HEIGHT OF LIGHT ABOVE STATION MARK 1.42 METERS.
 GM0585
 GM0585                          STATION RECOVERY (1960)
 GM0585
 GM0585'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (DCM)
 GM0585'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.  NO ANGLES WERE
 GM0585'TURNED AND NO DISTANCES WERE TAPED.
 GM0585
 GM0585                          STATION RECOVERY (1963)
 GM0585
 GM0585'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CKP)
 GM0585'THE STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION
 GM0585'EXCEPT R.M. NO. 2.  R.M. NO. 2 WAS SEARCHED FOR AND NOT FOUND.
 GM0585'THE TO REACH FOR THE STATION IS ADEQUATE.  ASTRO PARTY 621 VISITED
 GM0585'THIS STATION.
 GM0585
 GM0585                          STATION RECOVERY (1984)
 GM0585
 GM0585'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GM0585'8.0 KM (5.0 MI) SOUTH FROM TRES PIEDRAS.
 GM0585'8.0 KM (4.95 MI) SOUTHERLY ALONG U.S. HIGHWAY 285 FROM ITS JUNCTION
 GM0585'WITH U.S. HIGHWAY 64 IN TRES PIEDRAS, 62.5 M (205.1 FT) SOUTHEAST OF
 GM0585'MILEPOST 379, 17.4 M (57.1 FT) NORTHEAST OF THE CENTERLINE OF THE
 GM0585'HIGHWAY, AND 14.0 M (45.9 FT) SOUTHWEST OF A FENCE.
 GM0585'THE MARK IS 0.9 METERS  N FROM  A WITNESS POST
 GM0585'THE MARK IS 0.9 M ABOVE THE HIGHWAY.
 GM0585
 GM0585                          STATION RECOVERY (1985)
 GM0585
 GM0585'RECOVERY NOTE BY VAIL COMPANY 1985 (RAV)
 GM0585'GORDITO - 1954 FOUND GOOD.
 GM0585'
 GM0585'STATION, AZIMUTH MARK AND R.M. NO. 1 RECOVERED IN GOOD CONDITION.
 GM0585'RM NO. 2 NOT SEARCHED FOR (REPORTED DESTROYED 1963).
 GM0585'
 GM0585'STATION IS ABOUT 5.15 MILES SOUTH OF THE INTERSECTION OF U.S. HWY 285
 GM0585'AND STATE ROAD 111 AT TRES PIEORAS.  (REST OF DESCRIPTION IS
 GM0585'ADEQUATE EXCEPT HWY ROW FENCE HAS BEEN MOVED FURTHER FROM THE
 GM0585'CENTERLINE OF THE HWY).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0586 ***********************************************************************
 GM0586  DESIGNATION -  GORDITO AZ MK
 GM0586  PID         -  GM0586
 GM0586  STATE/COUNTY-  NM/TAOS
 GM0586  USGS QUAD   -  PETACA PEAK (1995)
 GM0586
 GM0586                         *CURRENT SURVEY CONTROL
 GM0586  ___________________________________________________________________
 GM0586* NAD 83(1986)-  36 35 04.     (N)    105 57 22.     (W)     SCALED    
 GM0586* NAVD 88     -      2437.691  (meters)    7997.66   (feet)  ADJUSTED  
 GM0586  ___________________________________________________________________
 GM0586  GEOID HEIGHT-         -17.38  (meters)                     GEOID03
 GM0586  DYNAMIC HT  -        2434.280 (meters)    7986.47  (feet)  COMP
 GM0586  MODELED GRAV-     979,144.3   (mgal)                       NAVD 88
 GM0586
 GM0586  VERT ORDER  -  FIRST     CLASS II
 GM0586
 GM0586.The horizontal coordinates were scaled from a topographic map and have
 GM0586.an estimated accuracy of +/- 6 seconds.
 GM0586
 GM0586.The orthometric height was determined by differential leveling
 GM0586.and adjusted by the National Geodetic Survey in June 1991..
 GM0586
 GM0586.The geoid height was determined by GEOID03.
 GM0586
 GM0586.The dynamic height is computed by dividing the NAVD 88
 GM0586.geopotential number by the normal gravity value computed on the
 GM0586.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GM0586.degrees latitude (g = 980.6199 gals.).
 GM0586
 GM0586.The modeled gravity was interpolated from observed gravity values.
 GM0586
 GM0586;                    North         East    Units  Estimated Accuracy
 GM0586;SPC NM C     -   619,400.      526,300.      MT  (+/- 180 meters Scaled)
 GM0586
 GM0586                          SUPERSEDED SURVEY CONTROL
 GM0586
 GM0586.No superseded survey control is available for this station.
 GM0586
 GM0586_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDA144492(NAD 83)
 GM0586_MARKER: DZ = AZIMUTH MARK DISK
 GM0586_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GM0586_SP_SET: CONCRETE POST
 GM0586_STAMPING: GORDITO 1954
 GM0586_MARK LOGO: CGS   
 GM0586_PROJECTION: PROJECTING 15 CENTIMETERS
 GM0586_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GM0586+STABILITY: SURFACE MOTION
 GM0586
 GM0586  HISTORY     - Date     Condition        Report By
 GM0586  HISTORY     - 1954     MONUMENTED       CGS
 GM0586  HISTORY     - 1984     GOOD             NGS
 GM0586
 GM0586                          STATION DESCRIPTION
 GM0586
 GM0586'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 GM0586'6.8 KM (4.2 MI) SOUTH FROM TRES PIEDRAS.
 GM0586'6.8 KM (4.2 MI) SOUTHERLY ALONG U.S. HIGHWAY 285 FROM ITS JUNCTION
 GM0586'WITH U.S. HIGHWAY 64 IN TRES PIEDRAS, 0.4 KM (0.25 MI) SOUTHEAST OF
 GM0586'MILEPOST 380, 19.5 M (64.0 FT) SOUTHWEST OF THE CENTERLINE OF THE
 GM0586'HIGHWAY, 10.1 M (33.1 FT) NORTH OF THE NORTH GATE POST OF A FIELD
 GM0586'ENTRANCE, AND 9.0 M (29.5 FT) NORTHEAST OF A FENCE.
 GM0586'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 GM0586'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0942 ***********************************************************************
 CW0942  DESIGNATION -  GORDO
 CW0942  PID         -  CW0942
 CW0942  STATE/COUNTY-  NM/OTERO
 CW0942  USGS QUAD   -  ALAMOGORDO SOUTH (1981)
 CW0942
 CW0942                         *CURRENT SURVEY CONTROL
 CW0942  ___________________________________________________________________
 CW0942* NAD 83(1992)-  32 52 19.74768(N)    105 58 04.16642(W)     ADJUSTED  
 CW0942* NAVD 88     -      1307.     (meters)    4288.     (feet)  SCALED    
 CW0942  ___________________________________________________________________
 CW0942  LAPLACE CORR-          11.66  (seconds)                    DEFLEC99
 CW0942  GEOID HEIGHT-         -22.10  (meters)                     GEOID03
 CW0942
 CW0942  HORZ ORDER  -  SECOND
 CW0942
 CW0942.The horizontal coordinates were established by classical geodetic methods
 CW0942.and adjusted by the National Geodetic Survey in December 1993..
 CW0942
 CW0942.The orthometric height was scaled from a topographic map.
 CW0942
 CW0942.The Laplace correction was computed from DEFLEC99 derived deflections.
 CW0942
 CW0942.The geoid height was determined by GEOID03.
 CW0942
 CW0942;                    North         East     Units Scale Factor Converg.
 CW0942;SPC NM C     -   207,609.499   526,405.623   MT  0.99990859   +0 09 11.4
 CW0942;SPC NM C     -   681,132.16  1,727,049.11   sFT  0.99990859   +0 09 11.4
 CW0942;UTM  13      - 3,637,528.943   409,457.964   MT  0.99970108   -0 31 31.2
 CW0942
 CW0942!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CW0942!SPC NM C     -   0.99979837  x   0.99990859  =   0.99970697
 CW0942!UTM  13      -   0.99979837  x   0.99970108  =   0.99949951
 CW0942
 CW0942:                Primary Azimuth Mark                     Grid Az
 CW0942:SPC NM C     -  ALAMOGORDO S PACIFIC RR TANK             009 59 42.9
 CW0942:UTM  13      -  ALAMOGORDO S PACIFIC RR TANK             010 40 25.5
 CW0942
 CW0942|---------------------------------------------------------------------|
 CW0942| PID    Reference Object                     Distance      Geod. Az  |
 CW0942|                                                           dddmmss.s |
 CW0942| CW0948 ALAMOGORDO S PACIFIC RR TANK        APPROX. 3.1 KM 0100854.3 |
 CW0942| CW0947 ALAMOGORDO ST SCH FOR BLIND TK      APPROX. 4.7 KM 0110732.2 |
 CW0942| CH9454 GORDO RM 1                           34.203 METERS 07657     |
 CW0942| CW0935 ALAMO LOOKOUT TOWER                 APPROX.14.5 KM 0894927.8 |
 CW0942| CH9455 GORDO RM 2                           22.058 METERS 16340     |
 CW0942| CW0690 J 88                                               23134     |
 CW0942| CH9453 GORDO AZ MK                                        2435602.8 |
 CW0942| CX1441 HOLLOMAN AFB CHURCH SPIRE           APPROX.10.9 KM 2512631.9 |
 CW0942| CX1443 HOLLOMAN AFB CONTROL TOWER          APPROX.12.3 KM 2554833.8 |
 CW0942|---------------------------------------------------------------------|
 CW0942
 CW0942                          SUPERSEDED SURVEY CONTROL
 CW0942
 CW0942  NAD 83(1986)-  32 52 19.75589(N)    105 58 04.16856(W) AD(       ) 2
 CW0942  NAD 27      -  32 52 19.42900(N)    105 58 02.21180(W) AD(       ) 2
 CW0942
 CW0942.Superseded values are not recommended for survey control.
 CW0942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0942.See file dsdata.txt to determine how the superseded data were derived.
 CW0942
 CW0942_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDS0945837529(NAD 83)
 CW0942_MARKER: DD = SURVEY DISK
 CW0942_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CW0942
 CW0942  HISTORY     - Date     Condition        Report By
 CW0942  HISTORY     - 1943     MONUMENTED       CGS
 CW0942  HISTORY     - 1949     GOOD             USAF
 CW0942  HISTORY     - 1952     GOOD             CGS
 CW0942
 CW0942                          STATION DESCRIPTION
 CW0942
 CW0942'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (EHB)
 CW0942'STATION IS LOCATED IN THE Y FORMED BY THE JUNCTION OF U.S.
 CW0942'HIGHWAYS 54 AND 70, ABOUT 2 MILES S OF ALAMOGORDO AT W END
 CW0942'OF OVERPASS.  IT IS ABOUT 2 FEET W OF SCENIC MARKER WHITE
 CW0942'SANDS, AND ABOUT 25 FEET FROM THE CENTER LINE OF BOTH HIGHWAYS.
 CW0942'
 CW0942'STATION MARK IS A BRONZE STATION DISK, SET IN THE TOP OF A
 CW0942'CONCRETE POST, FLUSH WITH THE GROUND.  STAMPED GORDO 1943.
 CW0942'
 CW0942'UNDERGROUND MARK IS A BRONZE DISK SET IN THE TOP OF A CONCRETE
 CW0942'POST.
 CW0942'
 CW0942'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN THE TOP
 CW0942'OF A CONCRETE POST PROJECTING ABOUT 4 INCHES ABOVE GROUND.
 CW0942'STAMPED GORDO NO 1 1943.
 CW0942'
 CW0942'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN THE TOP
 CW0942'OF A CONCRETE POST PROJECTING ABOUT 4 INCHES ABOVE GROUND.
 CW0942'STAMPED GORDO NO 2 1943.
 CW0942'
 CW0942'REFERENCE MARK 3 IS A U.S.C. AND G.S. BENCH-MARK DISK SET
 CW0942'IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 4 INCHES
 CW0942'ABOVE GROUND.  STAMPED J 88 1934.
 CW0942'
 CW0942'AZIMUTH MARK IS ABOUT 0.8 MILE WSW OF THE STATION, NEAR THE
 CW0942'W END OF THE N HEAD WALL OF A CULVERT ON U.S. HIGHWAY 70.
 CW0942'IT IS A BRONZE REFERENCE DISK SET WITH CEMENT IN A DRILL
 CW0942'HOLE IN THE HEAD WALL.  IT IS STAMPED GORDO 1943.
 CW0942'
 CW0942'A 64-FOOT STEEL TOWER WAS USED FOR OBSERVATIONS.
 CW0942'
 CW0942'HEIGHT OF LIGHT ABOVE STATION MARK - 25 METERS.
 CW0942
 CW0942                          STATION RECOVERY (1949)
 CW0942
 CW0942'RECOVERY NOTE BY US AIR FORCE 1949
 CW0942'REFERENCE MARKS 1 AND 2 HAVE BEEN REMOVED FROM THEIR PROPER
 CW0942'PLACES AND ARE LAYING ON THE EAST SIDE OF HWY 54, SOUTH OF
 CW0942'ALAMOGORDO, ABOUT 50 FEET FROM OVERPASS.
 CW0942
 CW0942                          STATION RECOVERY (1952)
 CW0942
 CW0942'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (RLE)
 CW0942'THE STATION WAS RECOVERED AND THE STATION MARK WAS FOUND IN
 CW0942'GOOD CONDITION.  REFERENCE MARKS NO. 1, NO. 2, NO. 3 AND THE
 CW0942'AZIMUTH MARK WERE DESTROYED WHEN U.S. HIGHWAYS 54 AND 70
 CW0942'WERE IMPROVED.  THE STATION MARK IS IN THE Y FORMED BY THE
 CW0942'JUNCTION OF U.S. HIGHWAYS 54 AND 70 AND ABOUT 2 FEET WEST
 CW0942'OF A SCENIC MARKER WHITE SANDS NATIONAL MONUMENT.  IT IS SET
 CW0942'FLUSH AND IS STAMPED GORDO 1952.
 CW0942'
 CW0942'A NEW STATION, GORDO 2 HAS BEEN ESTABLISHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0469 ***********************************************************************
 CW0469  DESIGNATION -  GORDO 4
 CW0469  PID         -  CW0469
 CW0469  STATE/COUNTY-  NM/OTERO
 CW0469  USGS QUAD   -  ALAMOGORDO SOUTH (1981)
 CW0469
 CW0469                         *CURRENT SURVEY CONTROL
 CW0469  ___________________________________________________________________
 CW0469* NAD 83(1992)-  32 52 10.93518(N)    105 57 56.99608(W)     ADJUSTED  
 CW0469* NAVD 88     -      1308.254  (meters)    4292.16   (feet)  ADJUSTED  
 CW0469  ___________________________________________________________________
 CW0469  LAPLACE CORR-          11.89  (seconds)                    DEFLEC99
 CW0469  GEOID HEIGHT-         -22.09  (meters)                     GEOID03
 CW0469  DYNAMIC HT  -        1306.315 (meters)    4285.80  (feet)  COMP
 CW0469  MODELED GRAV-     979,110.6   (mgal)                       NAVD 88
 CW0469
 CW0469  HORZ ORDER  -  THIRD
 CW0469  VERT ORDER  -  FIRST     CLASS II
 CW0469
 CW0469.The horizontal coordinates were established by classical geodetic methods
 CW0469.and adjusted by the National Geodetic Survey in December 1993..
 CW0469.No horizontal observational check was made to the station.
 CW0469
 CW0469.The orthometric height was determined by differential leveling
 CW0469.and adjusted by the National Geodetic Survey in June 1991..
 CW0469
 CW0469.The Laplace correction was computed from DEFLEC99 derived deflections.
 CW0469
 CW0469.The geoid height was determined by GEOID03.
 CW0469
 CW0469.The dynamic height is computed by dividing the NAVD 88
 CW0469.geopotential number by the normal gravity value computed on the
 CW0469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0469.degrees latitude (g = 980.6199 gals.).
 CW0469
 CW0469.The modeled gravity was interpolated from observed gravity values.
 CW0469
 CW0469;                    North         East     Units Scale Factor Converg.
 CW0469;SPC NM C     -   207,338.546   526,592.741   MT  0.99990872   +0 09 15.2
 CW0469;SPC NM C     -   680,243.21  1,727,663.02   sFT  0.99990872   +0 09 15.2
 CW0469;UTM  13      - 3,637,255.849   409,641.822   MT  0.99970067   -0 31 27.2
 CW0469
 CW0469!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CW0469!SPC NM C     -   0.99979811  x   0.99990872  =   0.99970685
 CW0469!UTM  13      -   0.99979811  x   0.99970067  =   0.99949884
 CW0469
 CW0469|---------------------------------------------------------------------|
 CW0469| PID    Reference Object                     Distance      Geod. Az  |
 CW0469|                                                           dddmmss.s |
 CW0469| CW0470 GORDO 4 RM 5                          7.035 METERS 01638     |
 CW0469| CW0471 GORDO 4 RM 6                          6.876 METERS 18523     |
 CW0469| CH9457 GORDO 4 AZ MK                                      2684737.4 |
 CW0469| CW0464 GORDO 3                             337.588 METERS 29420     |
 CW0469|---------------------------------------------------------------------|
 CW0469
 CW0469                          SUPERSEDED SURVEY CONTROL
 CW0469
 CW0469  NAD 83(1986)-  32 52 10.94347(N)    105 57 56.99817(W) AD(       ) 3
 CW0469  NAD 27      -  32 52 10.61606(N)    105 57 55.04158(W) AD(       ) 3
 CW0469  NGVD 29 (07/19/86) 1307.58   (m)         4290.0    (f) LEVELING    3  
 CW0469
 CW0469.Superseded values are not recommended for survey control.
 CW0469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0469.See file dsdata.txt to determine how the superseded data were derived.
 CW0469
 CW0469_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDS0964237256(NAD 83)
 CW0469_MARKER: DS = TRIANGULATION STATION DISK
 CW0469_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CW0469_SP_SET: MONUMENT
 CW0469_STAMPING: GORDO 4 1975
 CW0469_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CW0469
 CW0469  HISTORY     - Date     Condition        Report By
 CW0469  HISTORY     - 1975     MONUMENTED       NGS
 CW0469  HISTORY     - 1975     GOOD             NGS
 CW0469  HISTORY     - 1980     GOOD             NGS
 CW0469  HISTORY     - 1981     GOOD             NGS
 CW0469  HISTORY     - 1981     GOOD             NGS
 CW0469
 CW0469                          STATION DESCRIPTION
 CW0469
 CW0469'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 CW0469'STATION IS LOCATED ABOUT 2 MILES SOUTH OF THE CENTRAL SECTION
 CW0469'OF ALAMOGORDO, 0.2 MILE EAST-SOUTHEAST OF THE JUNCTION OF U.S.
 CW0469'HIGHWAYS 54, 70 AND 82, 0.2 MILE SOUTH-SOUTHWEST OF A BRIDGE
 CW0469'OVER A RAILROAD TRACK, ON A SLIGHT RISE IN OPEN LAND WHICH
 CW0469'IS BORDERED BY THE HIGHWAYS, A RAILROAD TRACK AND A TRAILER
 CW0469'PARK.
 CW0469'
 CW0469'STATION IS REACHED FROM THE JUNCTION OF WHITE SANDS BOULEVARD
 CW0469'AND 10TH STREET WHICH IS ONE BLOCK EAST OF THE RAILROAD DEPOT
 CW0469'IN ALAMOGORDO.  GO SOUTHERLY ON WHITE SANDS BOULEVARD (U.S.
 CW0469'HIGHWAYS 54, 70, 82) FOR 2.85 MILES TO A BRIDGE OVER A RAILROAD
 CW0469'TRACK.  CONTINUE SOUTHWEST ON THE COMBINATION OF HIGHWAYS,
 CW0469'CROSSING THE BRIDGE FOR 0.15 MILE TO THE JUNCTION OF THE
 CW0469'HIGHWAYS.  TURN LEFT AND GO SOUTH ON HIGHWAY 54 FOR ABOUT 200
 CW0469'FEET.  TURN LEFT AND GO EASTERLY, ACROSS COUNTRY ON A
 CW0469'BLADED SAND ROAD FOR ABOUT 0.2 MILE TO A SLIGHT RISE AND
 CW0469'STATION.
 CW0469'
 CW0469'STATION MARK DISKS ARE STANDARD DISKS, STAMPED GORDO 4 1975.
 CW0469'THE SURFACE DISK IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT
 CW0469'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.  THE SUB-SURFACE
 CW0469'DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE
 CW0469'ABOUT 3-1/2 FEET BELOW THE SURFACE OF THE GROUND.  MARK IS
 CW0469'141 FEET WEST OF THE RAILROAD TRACK, 108 FEET WEST OF A
 CW0469'TELEPHONE LINE POLE AND 26 FEET WEST OF A NORTH-SOUTH
 CW0469'GRAVELED ROAD AND 6 FEET WEST OF A METAL WITNESS POST.
 CW0469'
 CW0469'REFERENCE MARK NUMBER 5 IS A STANDARD DISK, STAMPED GORDO
 CW0469'4 NO 5 1975, SET IN THE TOP OF A ROUND CONCRETE MONUMENT
 CW0469'FLUSH WITH THE GROUND.  MARK IS 140 FEET WEST OF THE RAILROAD
 CW0469'TRACK, 107 FEET WEST OF THE TELEPHONE LINE POLE, 25 FEET
 CW0469'WEST OF THE NORTH-SOUTH GRAVELED ROAD AND 25.5 FEET
 CW0469'NORTH OF A METAL WITNESS POST WITH SIGN.
 CW0469'
 CW0469'REFERENCE MARK NUMBER 6 IS A STANDARD DISK, STAMPED GORDO
 CW0469'4 NO. 6 1975 SET IN THE TOP OF A ROUND CONCRETE MONUMENT
 CW0469'WHICH IS FLUSH WITH THE SURFACE
 CW0469'OF THE GROUND.  MARK IS 140 FEET FEET WEST OF THE RAILROAD TRACK,
 CW0469'107 FEET WEST OF THE TELEPHONE LINE POLE, 25 FEET WEST OF
 CW0469'THE NORTH-SOUTH GRAVELED ROAD AND 22.8 FEET SOUTH OF THE
 CW0469'METAL WITNESS POST.
 CW0469'
 CW0469'A NEW AZIMUTH MARK WILL BE SET AFTER THE HIGHWAY CONSTRUCTION
 CW0469'IS COMPLETED.
 CW0469'
 CW0469'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 CW0469
 CW0469                          STATION RECOVERY (1975)
 CW0469
 CW0469'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 CW0469'2 MI S FROM ALAMOGORDO.
 CW0469'MARK IS LOCATED 2 MILES SOUTH OF ALAMOGORDO, 0.2 MILE EAST-SOUTHEAST
 CW0469'OF THE JUNCTION OF U.S. HIGHWAYS 54, 70 AND 82, 0.2 MILE
 CW0469'SOUTH-SOUTHWEST OF A BRIDGE OVER A RAILROAD TRACK, ON A SLIGHT RISE IN
 CW0469'OPEN LAND WHICH IS BORDERED BY THE HIGHWAYS, A RAILROAD TRACK AND A
 CW0469'TRAILER PARK.  MARK IS A STANDARD DISK, SET IN THE TOP OF A ROUND
 CW0469'CONCRETE MONUMENT WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.  IT
 CW0469'IS 141 FEET WEST OF THE RAILROAD TRACK, 108 FEET WEST OF A TELEPHONE
 CW0469'POLE AND 26 FEET WEST OF A NORTH-SOUTH GRAVELED ROAD AND 6 FEET WEST
 CW0469'OF A METAL WITNESS POST.  TO REACH FROM THE JUNCTION OF WHITE SANDS
 CW0469'BOULEVARD AND 10TH STREET WHICH IS ONE BLOCK EAST OF THE RAILROAD
 CW0469'DEPOT IN ALAMOGORDO, GO SOUTHERLY ON WHITE SANDS BOULEVARD (U.S.
 CW0469'HIGHWAYS 54, 70, 82) FOR 2.85 MILES TO A BRIDGE OVER A RAILROAD TRACK.
 CW0469'CONTINUE SOUTHWEST ON THE COMBINATION OF HIGHWAYS, CROSSING THE
 CW0469'BRIDGE FOR 0.15 MILE TO THE JUNCTION OF THE HIGHWAYS, TURN LEFT AND GO
 CW0469'SOUTH ON HIGHWAY 54 FOR ABOUT 200 FEET.  TURN LEFT AND GO EASTERLY,
 CW0469'ACROSS COUNTRY ON A BLADED SAND ROAD FOR ABOUT 0.2 MILE TO A SLIGHT
 CW0469'RISE AND STATION.
 CW0469
 CW0469                          STATION RECOVERY (1980)
 CW0469
 CW0469'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CW0469'3.4 KM (2.1 MI) SOUTHERLY ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 CW0469'THE STATION IN ALAMOGORDO, 8 POLES SOUTH OF MILE POST
 CW0469'1381, 0.5 KM (0.3 MI) SOUTH OF THE JUNCTION OF THE RAILROAD AND
 CW0469'U.S. HIGHWAY 54, 43.0 METERS (141.0 FT) WEST OF THE NEAR RAIL
 CW0469'OF THE SOUTHERN PACIFIC RAILROAD, 32.9 METERS (108.0 FT) WEST OF
 CW0469'UTILITY POLE NUMBER 15M, 7.9 METERS (26.0 FT) WEST OF THE CENTER
 CW0469'OF A GRAVELED ROAD, 7.0 METERS (23.1 FT) SOUTH OF RM 5 AND 6.9
 CW0469'METERS (22.6 FT) NORTH OF RM 6.
 CW0469'THE MARK IS 1.9 METERS  WNW FROM A WITNESS POST.
 CW0469'THE MARK IS 0.6 M BELOW THE TRACKS.
 CW0469
 CW0469                          STATION RECOVERY (1981)
 CW0469
 CW0469'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (MLS)
 CW0469'RECOVERED AS DESCRIBED.
 CW0469'
 CW0469'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES SOUTH
 CW0469'OF ALAMOGORDO.
 CW0469
 CW0469                          STATION RECOVERY (1981)
 CW0469
 CW0469'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (WVM)
 CW0469'RECOVERED AS DESCRIBED, REFERENCE MARKS NO 5 AND NO 6 WERE RECOVERED
 CW0469'IN GOOD CONDITION, A NEW AZIMUTH MARK WAS NOT SET THIS DATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0470 ***********************************************************************
 CW0470  DESIGNATION -  GORDO 4 RM 5
 CW0470  PID         -  CW0470
 CW0470  STATE/COUNTY-  NM/OTERO
 CW0470  USGS QUAD   -  ALAMOGORDO SOUTH (1981)
 CW0470
 CW0470                         *CURRENT SURVEY CONTROL
 CW0470  ___________________________________________________________________
 CW0470* NAD 83(1992)-  32 52 11.15399(N)    105 57 56.91866(W)     ADJUSTED  
 CW0470* NAVD 88     -      1308.124  (meters)    4291.74   (feet)  ADJUSTED  
 CW0470  ___________________________________________________________________
 CW0470  LAPLACE CORR-          11.89  (seconds)                    DEFLEC99
 CW0470  GEOID HEIGHT-         -22.09  (meters)                     GEOID03
 CW0470  DYNAMIC HT  -        1306.185 (meters)    4285.38  (feet)  COMP
 CW0470  MODELED GRAV-     979,110.6   (mgal)                       NAVD 88
 CW0470
 CW0470  HORZ ORDER  -  THIRD
 CW0470  VERT ORDER  -  FIRST     CLASS II
 CW0470
 CW0470.The horizontal coordinates were established by classical geodetic methods
 CW0470.and adjusted by the National Geodetic Survey in December 1993..
 CW0470.No horizontal observational check was made to the station.
 CW0470
 CW0470.The orthometric height was determined by differential leveling
 CW0470.and adjusted by the National Geodetic Survey in June 1991..
 CW0470
 CW0470.The Laplace correction was computed from DEFLEC99 derived deflections.
 CW0470
 CW0470.The geoid height was determined by GEOID03.
 CW0470
 CW0470.The dynamic height is computed by dividing the NAVD 88
 CW0470.geopotential number by the normal gravity value computed on the
 CW0470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0470.degrees latitude (g = 980.6199 gals.).
 CW0470
 CW0470.The modeled gravity was interpolated from observed gravity values.
 CW0470
 CW0470;                    North         East     Units Scale Factor Converg.
 CW0470;SPC NM C     -   207,345.291   526,594.735   MT  0.99990872   +0 09 15.3
 CW0470;SPC NM C     -   680,265.34  1,727,669.56   sFT  0.99990872   +0 09 15.3
 CW0470;UTM  13      - 3,637,262.569   409,643.895   MT  0.99970067   -0 31 27.2
 CW0470
 CW0470!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CW0470!SPC NM C     -   0.99979813  x   0.99990872  =   0.99970687
 CW0470!UTM  13      -   0.99979813  x   0.99970067  =   0.99949886
 CW0470
 CW0470|---------------------------------------------------------------------|
 CW0470| PID    Reference Object                     Distance      Geod. Az  |
 CW0470|                                                           dddmmss.s |
 CW0470| CW0469 GORDO 4                               7.035 METERS 19638     |
 CW0470| CW0464 GORDO 3                             336.716 METERS 29309     |
 CW0470|---------------------------------------------------------------------|
 CW0470
 CW0470                          SUPERSEDED SURVEY CONTROL
 CW0470
 CW0470  NAD 83(1986)-  32 52 11.16220(N)    105 57 56.92078(W) AD(       ) 3
 CW0470  NAD 27      -  32 52 10.83488(N)    105 57 54.96418(W) AD(       ) 3
 CW0470  NGVD 29 (07/19/86) 1307.48   (m)         4289.6    (f) LEVELING    3  
 CW0470
 CW0470.Superseded values are not recommended for survey control.
 CW0470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0470.See file dsdata.txt to determine how the superseded data were derived.
 CW0470
 CW0470_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDS0964437263(NAD 83)
 CW0470_MARKER: DR = REFERENCE MARK DISK
 CW0470_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CW0470_SP_SET: MONUMENT
 CW0470_STAMPING: GORDO 4 NO. 5 1975
 CW0470_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CW0470
 CW0470  HISTORY     - Date     Condition        Report By
 CW0470  HISTORY     - 1975     MONUMENTED       NGS
 CW0470  HISTORY     - 1975     GOOD             NGS
 CW0470  HISTORY     - 1980     GOOD             NGS
 CW0470
 CW0470                          STATION DESCRIPTION
 CW0470
 CW0470'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 CW0470'STATION IS LOCATED ABOUT 2 MILES SOUTH OF THE CENTRAL SECTION
 CW0470'OF ALAMOGORDO, 0.2 MILE EAST-SOUTHEAST OF THE JUNCTION OF U.S.
 CW0470'HIGHWAYS 54, 70 AND 82, 0.2 MILE SOUTH-SOUTHWEST OF A BRIDGE
 CW0470'OVER A RAILROAD TRACK, ON A SLIGHT RISE IN OPEN LAND WHICH
 CW0470'IS BORDERED BY THE HIGHWAYS, A RAILROAD TRACK AND A TRAILER
 CW0470'PARK.
 CW0470'
 CW0470'STATION IS REACHED FROM THE JUNCTION OF WHITE SANDS BOULEVARD
 CW0470'AND 10TH STREET WHICH IS ONE BLOCK EAST OF THE RAILROAD DEPOT
 CW0470'IN ALAMOGORDO.  GO SOUTHERLY ON WHITE SANDS BOULEVARD (U.S.
 CW0470'HIGHWAYS 54, 70, 82) FOR 2.85 MILES TO A BRIDGE OVER A RAILROAD
 CW0470'TRACK.  CONTINUE SOUTHWEST ON THE COMBINATION OF HIGHWAYS,
 CW0470'CROSSING THE BRIDGE FOR 0.15 MILE TO THE JUNCTION OF THE
 CW0470'HIGHWAYS.  TURN LEFT AND GO SOUTH ON HIGHWAY 54 FOR ABOUT 200
 CW0470'FEET.  TURN LEFT AND GO EASTERLY, ACROSS COUNTRY ON A
 CW0470'BLADED SAND ROAD FOR ABOUT 0.2 MILE TO A SLIGHT RISE AND
 CW0470'STATION.
 CW0470'
 CW0470'THE STATION MARK IS A STANDARD DISK, STAMPED GORDO
 CW0470'4 NO 5 1975, SET IN THE TOP OF A ROUND CONCRETE MONUMENT
 CW0470'FLUSH WITH THE GROUND.  MARK IS 140 FEET WEST OF THE RAILROAD
 CW0470'TRACK, 107 FEET WEST OF THE TELEPHONE LINE POLE, 25 FEET
 CW0470'WEST OF THE NORTH-SOUTH GRAVELED ROAD AND 25.5 FEET
 CW0470'NORTH OF A METAL WITNESS POST WITH SIGN.
 CW0470
 CW0470                          STATION RECOVERY (1975)
 CW0470
 CW0470'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 CW0470'2 MI S FROM ALAMOGORDO.
 CW0470'IS A STANDARD DISK.  MARK IS SET IN THE TOP OF A ROUND CONCRETE
 CW0470'MONUMENT FLUSH WITH THE GROUND.  IT IS 140 FEET WEST OF THE RAILROAD
 CW0470'TRACK, 107 FEET WEST OF THE TELEPHONE POLE, 25 FEET WEST OF THE
 CW0470'NORTH-SOUTH GRAVELED ROAD AND 25.5 FEET NORTH OF A METAL WITNESS POST
 CW0470'WITH SIGN.  TO REACH FROM THE JUNCTION OF WHITE SANDS BOULEVARD AND
 CW0470'10TH STREET WHICH IS ONE BLOCK EAST OF THE RAILROAD DEPOT IN
 CW0470'ALAMOGORDO, GO SOUTHERLY ON WHITE SANDS BOULEVARD (U.S. HIGHWAYS 54,
 CW0470'70, 82) FOR 2.85 MILES TO A BRIDGE OVER A RAILROAD TRACK.  CONTINUE
 CW0470'SOUTHWEST ON THE COMBINATION OF HIGHWAYS, TURN LEFT AND GO SOUTH ON
 CW0470'HIGHWAY 54 FOR ABOUT 200 FEET, TURN LEFT AND GO EASTERLY, ACROSS
 CW0470'COUNTRY ON A BLADED SAND ROAD FOR ABOUT 0.2 MILE TO A SLIGHT RISE AND
 CW0470'STATION.
 CW0470
 CW0470                          STATION RECOVERY (1980)
 CW0470
 CW0470'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CW0470'3.4 KM (2.1 MI) SOUTHERLY ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 CW0470'THE STATION IN ALAMOGORDO, 8 POLES SOUTH OF MILE POST 1381,
 CW0470'0.5 KM (0.3 MI) SOUTH OF THE JUNCTION OF THE RAILROAD AND U. S.
 CW0470'HIGHWAY 54, 42.7 METERS (140.0 FT) WEST OF THE NEAR RAIL, 32.6
 CW0470'METERS (107.0 FT) WEST OF UTILITY POLE NUMBER 15M, 7.6 METERS
 CW0470'(25.0 FT) WEST OF THE CENTER OF A GRAVELED ROAD AND 7.0 METERS
 CW0470'(23.1 FT) NORTH OF THE STATION MARK.
 CW0470'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 CW0470'THE MARK IS 0.6 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0471 ***********************************************************************
 CW0471  DESIGNATION -  GORDO 4 RM 6
 CW0471  PID         -  CW0471
 CW0471  STATE/COUNTY-  NM/OTERO
 CW0471  USGS QUAD   -  ALAMOGORDO SOUTH (1981)
 CW0471
 CW0471                         *CURRENT SURVEY CONTROL
 CW0471  ___________________________________________________________________
 CW0471* NAD 83(1986)-  32 52 10.     (N)    105 57 57.     (W)     SCALED    
 CW0471* NAVD 88     -      1308.166  (meters)    4291.87   (feet)  ADJUSTED  
 CW0471  ___________________________________________________________________
 CW0471  GEOID HEIGHT-         -22.09  (meters)                     GEOID03
 CW0471  DYNAMIC HT  -        1306.227 (meters)    4285.51  (feet)  COMP
 CW0471  MODELED GRAV-     979,110.6   (mgal)                       NAVD 88
 CW0471
 CW0471  VERT ORDER  -  FIRST     CLASS II
 CW0471
 CW0471.The horizontal coordinates were scaled from a topographic map and have
 CW0471.an estimated accuracy of +/- 6 seconds.
 CW0471
 CW0471.The orthometric height was determined by differential leveling
 CW0471.and adjusted by the National Geodetic Survey in June 1991..
 CW0471
 CW0471.The geoid height was determined by GEOID03.
 CW0471
 CW0471.The dynamic height is computed by dividing the NAVD 88
 CW0471.geopotential number by the normal gravity value computed on the
 CW0471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0471.degrees latitude (g = 980.6199 gals.).
 CW0471
 CW0471.The modeled gravity was interpolated from observed gravity values.
 CW0471
 CW0471;                    North         East    Units  Estimated Accuracy
 CW0471;SPC NM C     -   207,310.      526,590.      MT  (+/- 180 meters Scaled)
 CW0471
 CW0471                          SUPERSEDED SURVEY CONTROL
 CW0471
 CW0471.No superseded survey control is available for this station.
 CW0471
 CW0471_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDS096372(NAD 83)
 CW0471_MARKER: DR = REFERENCE MARK DISK
 CW0471_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CW0471_SP_SET: MONUMENT
 CW0471_STAMPING: GORDO 4 NO. 6 1975
 CW0471_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CW0471
 CW0471  HISTORY     - Date     Condition        Report By
 CW0471  HISTORY     - 1975     MONUMENTED       NGS
 CW0471  HISTORY     - 1980     GOOD             NGS
 CW0471
 CW0471                          STATION DESCRIPTION
 CW0471
 CW0471'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 CW0471'2 MI S FROM ALAMOGORDO.
 CW0471'IS A STANDARD DISK.  MARK IS SET IN THE TOP OF A ROUND CONCRETE
 CW0471'MONUMENT FLUSH WITH THE GROUND.  IT IS 140 FEET WEST OF THE RAILROAD
 CW0471'TRACK, 107 FEET WEST OF THE TELEPHONE LINE POLE, 25 FEET WEST OF THE
 CW0471'NORTH-SOUTH GRAVELED ROAD AND 22.8 FEET SOUTH OF THE METAL WITNESS
 CW0471'POST.  TO REACH FROM THE JUNCTION OF WHITE SANDS BOULEVARD AND 10TH
 CW0471'STREET WHICH IS ONE BLOCK EAST OF THE RAILROAD DEPOT IN ALAMOGORDO, GO
 CW0471'SOUTHERLY ON WHITE SANDS BOULEVARD (U.S. HIGHWAYS 54, 70, 82) FOR 2.85
 CW0471'MILES TO A BRIDGE OVER A RAILROAD TRACK.  CONTINUE SOUTHWEST ON THE
 CW0471'COMBINATION OF HIGHWAYS CROSSING THE BRIDGE FOR 0.15 MILE TO THE
 CW0471'JUNCTION OF THE HIGHWAYS.  TURN LEFT AND GO SOUTH ON HIGHWAY 54 FOR
 CW0471'ABOUT 200 FEET.  TURN LEFT AND GO EASTERLY, ACROSS COUNTRY ON A BLADED
 CW0471'SAND ROAD FOR ABOUT 0.2 MILE TO A SLIGHT RISE AND STATION.
 CW0471
 CW0471                          STATION RECOVERY (1980)
 CW0471
 CW0471'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CW0471'3.4 KM (2.1 MI) SOUTHERLY ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 CW0471'THE STATION IN ALAMOGORDO, 8 POLES SOUTH OF MILE POST 1381,
 CW0471'0.5 KM (0.3 MI) SOUTH OF THE JUNCTION OF THE RAILROAD AND U. S.
 CW0471'HIGHWAY 54, 42.7 METERS (140.0 FT) WEST OF THE NEAR RAIL, 32.6
 CW0471'METERS (107.0 FT) WEST OF UTILITY POLE NUMBER 15M, 7.6 METERS
 CW0471'(25.0 FT) WEST OF THE CENTER OF A GRAVELED ROAD AND 6.9 METERS
 CW0471'(22.6 FT) SOUTH OF THE STATION MARK.
 CW0471'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 CW0471'THE MARK IS 0.6 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0652 ***********************************************************************
 EO0652  DESIGNATION -  GORDON RESET
 EO0652  PID         -  EO0652
 EO0652  STATE/COUNTY-  NM/CURRY
 EO0652  USGS QUAD   -  GARRETT RANCH (1985)
 EO0652
 EO0652                         *CURRENT SURVEY CONTROL
 EO0652  ___________________________________________________________________
 EO0652* NAD 83(1992)-  34 30 25.10838(N)    103 22 17.59053(W)     ADJUSTED  
 EO0652* NAVD 88     -      1379.7    (meters)    4527.     (feet)  VERTCON   
 EO0652  ___________________________________________________________________
 EO0652  LAPLACE CORR-          -2.37  (seconds)                    DEFLEC99
 EO0652  GEOID HEIGHT-         -23.47  (meters)                     GEOID03
 EO0652
 EO0652  HORZ ORDER  -  SECOND
 EO0652
 EO0652.The horizontal coordinates were established by classical geodetic methods
 EO0652.and adjusted by the National Geodetic Survey in December 1993..
 EO0652
 EO0652.The NAVD 88 height was computed by applying the VERTCON shift value to
 EO0652.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EO0652
 EO0652.The Laplace correction was computed from DEFLEC99 derived deflections.
 EO0652
 EO0652.The geoid height was determined by GEOID03.
 EO0652
 EO0652;                    North         East     Units Scale Factor Converg.
 EO0652;SPC NM E     -   389,308.860   253,316.007   MT  1.00000520   +0 32 41.6
 EO0652;SPC NM E     - 1,277,257.48    831,087.60   sFT  1.00000520   +0 32 41.6
 EO0652;UTM  13      - 3,819,574.319   649,491.544   MT  0.99987546   +0 55 21.7
 EO0652
 EO0652!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EO0652!SPC NM E     -   0.99978715  x   1.00000520  =   0.99979234
 EO0652!UTM  13      -   0.99978715  x   0.99987546  =   0.99966263
 EO0652
 EO0652|---------------------------------------------------------------------|
 EO0652| PID    Reference Object                     Distance      Geod. Az  |
 EO0652|                                                           dddmmss.s |
 EO0652| CJ6520 GORDON RM 1                          88.551 METERS 08955     |
 EO0652| CJ6522 GORDON RM 3                          80.455 METERS 09718     |
 EO0652| EO0663 CLOVIS MIDWEST VIDEO MAST           APPROX.18.1 KM 1234125.0 |
 EO0652| EO0659 CLOVIS RAD STA KWKA CEN MAST        APPROX.21.2 KM 1382408.7 |
 EO0652| EO0675 CANNON AFB CENTER TANK              APPROX.12.9 KM 1624334.0 |
 EO0652| CJ6521 GORDON RM 2                          74.076 METERS 18611     |
 EO0652| CJ6518 GORDON AZ MK                                       3585209.5 |
 EO0652| CJ6519 GORDON AZ MK 2                                     3590945.7 |
 EO0652|---------------------------------------------------------------------|
 EO0652
 EO0652                          SUPERSEDED SURVEY CONTROL
 EO0652
 EO0652  NAD 83(1986)-  34 30 25.11471(N)    103 22 17.58147(W) AD(       ) 2
 EO0652  NAD 27      -  34 30 24.84700(N)    103 22 15.74400(W) AD(       ) 2
 EO0652  NGVD 29 (07/19/86) 1379.1    (m)         4525.     (f) VERT ANG       
 EO0652
 EO0652.Superseded values are not recommended for survey control.
 EO0652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0652.See file dsdata.txt to determine how the superseded data were derived.
 EO0652
 EO0652_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFU4949219574(NAD 83)
 EO0652_MARKER: DS = TRIANGULATION STATION DISK
 EO0652_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EO0652_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EO0652
 EO0652  HISTORY     - Date     Condition        Report By
 EO0652  HISTORY     - 1956     MONUMENTED       USGS
 EO0652  HISTORY     - 1972     GOOD             NGS
 EO0652
 EO0652                          STATION DESCRIPTION
 EO0652
 EO0652'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 EO0652'THE ORIGINAL CONCRETE MONUMENT, WITH TOP AND DISK BROKEN OFF,
 EO0652'WAS FOUND ALMOST IMMEDIATELY AFTER REACHING STATION SITE.
 EO0652'DISTANCE FROM REFERENCE MARK 2 WAS ROUGHLY TAPED AS A CHECK,
 EO0652'THEN THE CONCRETE POST WAS REMOVED FROM THE GROUND.  THE
 EO0652'UNDERGROUND STATION MARK WAS THEN FOUND, UNDISTURBED.  THE
 EO0652'DISTANCE WAS TAPED VERY CAREFULLY FROM REFERENCE MARK 2 AS
 EO0652'PROOF.
 EO0652'
 EO0652'A NEW SURFACE STATION MARK WAS ESTABLISHED JANUARY 16, 1956.
 EO0652'THE NEW MARK WAS SET IN A ROUND CONCRETE POST ABOUT FLUSH
 EO0652'WITH GROUND, AND IS A STANDARD USC AND GS DISK STAMPED GORDON
 EO0652'1935-1955.  THE NEW MARK IS PLUMBED DIRECTLY OVER THE UNDERGROUND
 EO0652'MARK.
 EO0652'
 EO0652'REFERENCE MARK 3 WAS ESTABLISHED JANUARY 16, 1956.  THE NEW
 EO0652'MARK WAS SET IN A ROUND CONCRETE POST ABOUT ONE FOOT N OF
 EO0652'THE EW FENCE ON THE S SIDE OF THE PAVED ROAD.  REFERENCE MARK
 EO0652'3 IS 264.04 FEET FROM STATION, AND THE BEARING IS S 82 DEG 43 MIN E.
 EO0652'THE NEW MARK IS A STANDARD C AND GS DISK, STAMPED GORDON NO. 3
 EO0652'1935-1955.
 EO0652'
 EO0652'ALL DISKS WERE PRE-STAMPED WHEN RECEIVED BY THIS FIELD PARTY.
 EO0652'A PRE-STAMPED DISK FOR REFERENCE MARK 4 WAS RECEIVED, BUT
 EO0652'NOT USED.  THIS DISK WAS THROWN INTO THE FRESH CEMENT WHEN
 EO0652'POURING THE NEW SURFACE STATION MARK.
 EO0652
 EO0652                          STATION RECOVERY (1972)
 EO0652
 EO0652'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 EO0652'THE STATION MARK, AND REFERENCE MARKS NO. 2 AND NO. 3 WERE RECOVERED
 EO0652'AND APPEARED TO BE IN GOOD CONDITION, EXCEPT THAT R.M. 2 HAD PART
 EO0652'OF THE TOP OF THE MONUMENT SHIRRED OFF.  THE AZIMUTH MARK, AND
 EO0652'REFERENCE MARK NO. 1 HAVE BEEN DESTROYED AS PREVIOUSLY REPORTED,
 EO0652'THE AZIMUTH MARK MONUMENT WITH THE DISK INTACT WAS FOUND PUSHED
 EO0652'OVER AT THE EDGE OF A PLOWED FIELD, THE REFERENCE MARK WAS
 EO0652'APPARENTLY GRADED OUT DURING ROAD IMPROVEMENTS.  THE AZIMUTH
 EO0652'MARK MONUMENT WAS SET AT A NEW LOCATION FOR USE AS AZIMUTH MARK
 EO0652'1972, AND REFERENCE MARK NO. 3 WAS SET.
 EO0652'
 EO0652'A NEW DESCRIPTION FOLLOWS--
 EO0652'
 EO0652'THE STATION IS LOCATED ABOUT 12 MILES NORTHWEST OF CLOVIS, 7 MILES
 EO0652'NORTH OF U.S. HIGHWAY 60 AND 84, 3 MILES WEST-NORTHWEST OF
 EO0652'RANCHVALE, IN THE NORTHWEST CORNER OF SEC. 10, T 3 N, R 34 E, IN THE
 EO0652'SOUTHEAST ANGLE OF THE INTERSECTION OF STATE HIGHWAY 277 AND A
 EO0652'GRADED CROSSROAD, ON THE RIGHT-OF-WAY, BORDERING PROPERTY OF MR. J.E.
 EO0652'BUCK JONES.
 EO0652'
 EO0652'THE STATION MARK IS A STANDARD DISK STAMPED GORDON 1935 1955, SET IN
 EO0652'A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND.  IT IS 52 FEET EAST
 EO0652'OF THE NORTH-SOUTH ROAD, 44 FEET NORTH-NORTHEAST OF A FENCE CORNER,
 EO0652'24 FEET SOUTH OF THE CENTER OF HIGHWAY 277, AND 0.5 FOOT EAST OF A
 EO0652'STEEL HIGHWAY MARKER POST.
 EO0652'
 EO0652'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED GORDON NO 2 1935, SET
 EO0652'IN A SQUARE CONCRETE MONUMENT FLUSH WITH THE GROUND.  IT IS 266 FEET
 EO0652'SOUTH OF THE CENTER OF HIGHWAY 277, 34.2 FEET NORTHWEST OF AN
 EO0652'IRRIGATION PIPE HOOK-UP, 26 FEET EAST OF THE NORTH-SOUTH ROAD, AND
 EO0652'1.0 FOOT NORTH OF A METAL WITNESS POST.
 EO0652'
 EO0652'REFERENCE MARK NO. 3 IS A STANDARD DISK STAMPED GORDON 1935 NO 3,
 EO0652'SET IN A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND.  IT IS 314
 EO0652'FEET EAST OF THE CENTER OF THE NORTH-SOUTH ROAD, 58 FEET SOUTH OF
 EO0652'THE CENTER OF THE HIGHWAY, AND 1.0 FOOT NORTH OF A METAL WITNESS
 EO0652'POST AND FENCE.
 EO0652'
 EO0652'THE AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK STAMPED GORDON
 EO0652'1935 1972 AZIMUTH, SET IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS
 EO0652'8-INCHES.  IT IS AT THE WEST END OF AN EAST-WEST PROPERTY LINE
 EO0652'FENCE, AT THE NORTH SIDE OF A FIELD ENTRANCE, 30 FEET EAST OF THE
 EO0652'CENTER OF A GRADED ROAD, 8 FEET EAST-SOUTHEAST OF A TELEPHONE POLE,
 EO0652'AND 1.5 FEET WEST OF A FENCE POST.
 EO0652'
 EO0652'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 60 AND 84, AND
 EO0652'STATE HIGHWAY 277, JUST WEST OF THE HIGHWAY OVERPASS LEADING SOUTH
 EO0652'TO CANNON AIR FORCE BASE, GO NORTH ON HIGHWAY 277 FOR 6.0 MILES TO
 EO0652'RANCHVALE, CONTINUE NORTH 1.0 MILE TO A LONG CURVE WEST, GO WEST
 EO0652'ON HIGHWAY 277 FOR 3.0 MILES TO A GRADED CROSSROAD INTERSECTION
 EO0652'AND THE STATION ON THE LEFT AS DESCRIBED.
 EO0652'
 EO0652'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON THE GRADED
 EO0652'ROAD FOR 0.5 MILE TO FENCE LINE AND MARK ON THE RIGHT AS DESCRIBED.
 EO0652'
 EO0652'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--12 MILES NW OF
 EO0652'CLOVIS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0651 ***********************************************************************
 GN0651  DESIGNATION -  GOULD
 GN0651  PID         -  GN0651
 GN0651  STATE/COUNTY-  NM/RIO ARRIBA
 GN0651  USGS QUAD   -  FRESNO CANYON (1985)
 GN0651
 GN0651                         *CURRENT SURVEY CONTROL
 GN0651  ___________________________________________________________________
 GN0651* NAD 83(1992)-  36 36 18.47149(N)    107 37 47.29967(W)     ADJUSTED  
 GN0651* NAVD 88     -      2107.8    (meters)    6915.     (feet)  VERTCON   
 GN0651  ___________________________________________________________________
 GN0651  LAPLACE CORR-           4.06  (seconds)                    DEFLEC99
 GN0651  GEOID HEIGHT-         -20.55  (meters)                     GEOID03
 GN0651
 GN0651  HORZ ORDER  -  THIRD
 GN0651
 GN0651.The horizontal coordinates were established by classical geodetic methods
 GN0651.and adjusted by the National Geodetic Survey in December 1993..
 GN0651
 GN0651.The NAVD 88 height was computed by applying the VERTCON shift value to
 GN0651.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GN0651
 GN0651.The Laplace correction was computed from DEFLEC99 derived deflections.
 GN0651
 GN0651.The geoid height was determined by GEOID03.
 GN0651
 GN0651;                    North         East     Units Scale Factor Converg.
 GN0651;SPC NM C     -   622,540.725   376,557.898   MT  1.00008768   -0 49 22.4
 GN0651;SPC NM C     - 2,042,452.36  1,235,423.70   sFT  1.00008768   -0 49 22.4
 GN0651;UTM  13      - 4,054,289.906   264,781.785   MT  1.00028170   -1 34 07.9
 GN0651
 GN0651!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GN0651!SPC NM C     -   0.99967253  x   1.00008768  =   0.99976018
 GN0651!UTM  13      -   0.99967253  x   1.00028170  =   0.99995414
 GN0651
 GN0651:                Primary Azimuth Mark                     Grid Az
 GN0651:SPC NM C     -  GOBERNADOR                               012 30 43.5
 GN0651:UTM  13      -  GOBERNADOR                               013 15 29.0
 GN0651
 GN0651|---------------------------------------------------------------------|
 GN0651| PID    Reference Object                     Distance      Geod. Az  |
 GN0651|                                                           dddmmss.s |
 GN0651| GN0649 GOBERNADOR                          APPROX.12.5 KM 0114121.1 |
 GN0651|---------------------------------------------------------------------|
 GN0651
 GN0651                          SUPERSEDED SURVEY CONTROL
 GN0651
 GN0651  NAD 83(1992)-  36 36 18.46851(N)    107 37 47.30321(W) AD(       ) 3
 GN0651  NAD 83(1986)-  36 36 18.46781(N)    107 37 47.30612(W) AD(       ) 3
 GN0651  NAD 27      -  36 36 18.44128(N)    107 37 45.11258(W) AD(       ) 3
 GN0651  NGVD 29 (07/19/86) 2106.8    (m)         6912.     (f) VERT ANG       
 GN0651
 GN0651.Superseded values are not recommended for survey control.
 GN0651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0651.See file dsdata.txt to determine how the superseded data were derived.
 GN0651
 GN0651_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBA6478254290(NAD 83)
 GN0651_MARKER: DD = SURVEY DISK
 GN0651_SETTING: 0 = UNSPECIFIED SETTING
 GN0651_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GN0651
 GN0651  HISTORY     - Date     Condition        Report By
 GN0651  HISTORY     - 1956     MONUMENTED       USGS
 GN0651
 GN0651                          STATION DESCRIPTION
 GN0651
 GN0651'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 GN0651'STATION IS LOCATED IN RIO ARRIBA COUNTY, APPROXIMATELY 24 AIRLINE MI.
 GN0651'SE. OF BLOOMFIELD, NEW MEXICO, 17 AIRLINE MI. SE. OF BLANCO, NEW
 GN0651'MEXICO, ON THE MESA BETWEEN LARGO AND CARRIZO CANYONS, 275 FT. S. OF
 GN0651'A GAS WELL.
 GN0651'
 GN0651'TO REACH STATION FROM THE POST OFFICE AT BLANCO, NEW MEXICO, GO E. ON
 GN0651'STATE HIGHWAY 17 FOR 1.3 MI. TO LARGO CANYON RD., TURN RIGHT AND GO
 GN0651'2.7 MI. TO RD. FORKS, TAKE LEFT FORK, WHICH IS THE CARRIZO CANYON RD.,
 GN0651'AND GO 11.3 MI. UP CARRIZO CANYON TO RD. FORK AT THE GOULD PASS RD.,
 GN0651'TAKE RIGHT FORK AND GO 3.2 MI. TO TOP OF MESA AND RD. FORK, TURN
 GN0651'RIGHT AND FOLLOW TOP OF MESA ALONG RD. FOR 1.6 MI.  STATION IS
 GN0651'LOCATED 275 FT. S. OF GAS WELL AND 50 FT. W. OF RD.
 GN0651'
 GN0651'STATION MARK--STANDARD TABLET SET IN LARGE SANDSTONE, STAMPED
 GN0651'---GOULD 1956---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS1252 ***********************************************************************
 DS1252  DESIGNATION -  GOWAIN
 DS1252  PID         -  DS1252
 DS1252  STATE/COUNTY-  NM/SOCORRO
 DS1252  USGS QUAD   -  PRAIRIE SPRING (1982)
 DS1252
 DS1252                         *CURRENT SURVEY CONTROL
 DS1252  ___________________________________________________________________
 DS1252* NAD 83(1992)-  33 58 52.65930(N)    106 34 36.10759(W)     ADJUSTED  
 DS1252* NAVD 88     -      1695.3    (meters)    5562.     (feet)  VERTCON   
 DS1252  ___________________________________________________________________
 DS1252  LAPLACE CORR-           3.48  (seconds)                    DEFLEC99
 DS1252  GEOID HEIGHT-         -21.68  (meters)                     GEOID03
 DS1252
 DS1252  HORZ ORDER  -  FIRST
 DS1252
 DS1252.The horizontal coordinates were established by classical geodetic methods
 DS1252.and adjusted by the National Geodetic Survey in December 1993..
 DS1252
 DS1252.The NAVD 88 height was computed by applying the VERTCON shift value to
 DS1252.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DS1252
 DS1252.The Laplace correction was computed from DEFLEC99 derived deflections.
 DS1252
 DS1252.The geoid height was determined by GEOID03.
 DS1252
 DS1252;                    North         East     Units Scale Factor Converg.
 DS1252;SPC NM C     -   330,627.274   469,814.552   MT  0.99991123   -0 10 57.4
 DS1252;SPC NM C     - 1,084,732.98  1,541,383.24   sFT  0.99991123   -0 10 57.4
 DS1252;UTM  13      - 3,761,202.144   354,356.629   MT  0.99986149   -0 52 53.1
 DS1252
 DS1252!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS1252!SPC NM C     -   0.99973733  x   0.99991123  =   0.99964859
 DS1252!UTM  13      -   0.99973733  x   0.99986149  =   0.99959886
 DS1252
 DS1252:                Primary Azimuth Mark                     Grid Az
 DS1252:SPC NM C     -  WYRE                                     092 38 12.0
 DS1252:UTM  13      -  WYRE                                     093 20 07.7
 DS1252
 DS1252|---------------------------------------------------------------------|
 DS1252| PID    Reference Object                     Distance      Geod. Az  |
 DS1252|                                                           dddmmss.s |
 DS1252| DS1142 WYRE                                APPROX.22.0 KM 0922714.6 |
 DS1252| CD2957 GOWAIN RM 2                          17.705 METERS 30259     |
 DS1252| CD2956 GOWAIN RM 1                          11.722 METERS 33342     |
 DS1252|---------------------------------------------------------------------|
 DS1252
 DS1252                          SUPERSEDED SURVEY CONTROL
 DS1252
 DS1252  NAD 83(1986)-  33 58 52.66644(N)    106 34 36.10964(W) AD(       ) 1
 DS1252  NAD 27      -  33 58 52.42857(N)    106 34 34.05424(W) AD(       ) 1
 DS1252  NGVD 29 (07/19/86) 1694.6    (m)         5560.     (f) VERT ANG       
 DS1252
 DS1252.Superseded values are not recommended for survey control.
 DS1252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS1252.See file dsdata.txt to determine how the superseded data were derived.
 DS1252
 DS1252_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT5435761202(NAD 83)
 DS1252_MARKER: DS = TRIANGULATION STATION DISK
 DS1252_SETTING: 66 = SET IN ROCK OUTCROP
 DS1252
 DS1252  HISTORY     - Date     Condition        Report By
 DS1252  HISTORY     - 1965     MONUMENTED       CGS
 DS1252
 DS1252                          STATION DESCRIPTION
 DS1252
 DS1252'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (WRH)
 DS1252'STATION IS LOCATED ABOUT 12.7 MILES WEST NORTHWEST OF STORE AND
 DS1252'POST OFFICE AT BINGHAM, NEW MEXICO, ABOUT 12.5 MILES NORTH NORTHEAST
 DS1252'OF STALLION RANGE CENTER, ABOUT 7.2 MILES NORTH OF U. S. HIGHWAY
 DS1252'380 AND ABOUT 1.6 MILE NORTHWEST OF GOWAIN RANCH HEADQUARTERS.
 DS1252'
 DS1252'STATION MARK IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN BEDROCK,
 DS1252'44 FEET NORTHWEST OF SOUTHEAST CORNER OF HILL, 25.33 FEET SOUTHEAST
 DS1252'OF SOUTHEAST CORNER OF 10X20 FOOT CONCRETE SLAB.  IT IS STAMPED
 DS1252'GOWAIN 1965.
 DS1252'
 DS1252'REFERENCE MARK 1 IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN A
 DS1252'10X20 FOOT CONCRETE PAD.  IT IS STAMPED COWAIN NO 1 1965.
 DS1252'
 DS1252'REFERENCE MARK 2 IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN A
 DS1252'7X7 FOOT CONCRETE SLAB.  IT IS STAMPED GOWAIN NO 2 1965.
 DS1252'
 DS1252'TO REACH THE STATION FROM THE JUNCTION OF STALLION ROAD AND U. S.
 DS1252'HIGHWAY 380, GO EAST 3.6 MILE TO THE JUNCTION OF HIGHWAY 380 AND
 DS1252'WSMR ROAD 3617, TURN LEFT AND GO NORTH ON WSMR ROAD 3617 FOR 0.9
 DS1252'MILE TO A FORK, KEEP RIGHT FORK AND CONTINUE NORTH ON WSMR ROAD 3617
 DS1252'FOR 6.0 MILES TO GOWAIN RANCH HEADQUARTERS, PASS THROUGH GATE
 DS1252'THAT GOES IN FRONT OF THE HOUSE AND CONTINUE NORTH BY THE HOUSE
 DS1252'FOR 0.1 MILE TO A CATTLE GUARD, CROSS CATTLE GUARD AND CONTINUE
 DS1252'NORTH FOR ABOUT 100 FEET TO A GATE ABOUT 100 FEET ON THE LEFT,
 DS1252'PASS THROUGH GATE AND FOLLOW TRAIL WESTERLY FOR 1.1 MILE TO A FORK,
 DS1252'KEEP LEFT FORK AND CONTINUE WESTERLY FOR 1.1 MILE TO TOP OF
 DS1252'HILL AND STATION AS DESCRIBED.
 DS1252'
 DS1252'HEIGHT OF LIGHT ABOVE STATION MARK 1.3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1956 ***********************************************************************
 CX1956  DESIGNATION -  GPS 1
 CX1956  PID         -  CX1956
 CX1956  STATE/COUNTY-  NM/DONA ANA
 CX1956  USGS QUAD   -  TORTUGAS MTN (1955)
 CX1956
 CX1956                         *CURRENT SURVEY CONTROL
 CX1956  ___________________________________________________________________
 CX1956* NAD 83(1992)-  32 15 57.80250(N)    106 43 52.79407(W)     ADJUSTED  
 CX1956* NAVD 88     -      1214.5    (meters)    3985.     (feet)  GPS OBS   
 CX1956  ___________________________________________________________________
 CX1956  X           -  -1,554,394.431 (meters)                     COMP
 CX1956  Y           -  -5,170,791.570 (meters)                     COMP
 CX1956  Z           -   3,386,050.415 (meters)                     COMP
 CX1956  LAPLACE CORR-           4.49  (seconds)                    DEFLEC99
 CX1956  ELLIP HEIGHT-        1190.63  (meters)          (09/28/01) GPS OBS
 CX1956  GEOID HEIGHT-         -23.85  (meters)                     GEOID03
 CX1956
 CX1956  HORZ ORDER  -  FIRST
 CX1956  ELLP ORDER  -  FOURTH    CLASS I
 CX1956
 CX1956.The horizontal coordinates were established by GPS observations
 CX1956.and adjusted by the National Geodetic Survey in December 1993..
 CX1956
 CX1956.The orthometric height was determined by GPS observations and a
 CX1956.high-resolution geoid model.
 CX1956
 CX1956.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CX1956
 CX1956.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1956
 CX1956.The ellipsoidal height was determined by GPS observations
 CX1956.and is referenced to NAD 83.
 CX1956
 CX1956.The geoid height was determined by GEOID03.
 CX1956
 CX1956;                    North         East     Units Scale Factor Converg.
 CX1956;SPC NM C     -   140,468.508   454,653.587   MT  0.99992535   -0 15 25.1
 CX1956;SPC NM C     -   460,853.76  1,491,642.64   sFT  0.99992535   -0 15 25.1
 CX1956;UTM  13      - 3,571,242.181   336,929.700   MT  0.99992793   -0 55 28.1
 CX1956
 CX1956!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1956!SPC NM C     -   0.99981309  x   0.99992535  =   0.99973845
 CX1956!UTM  13      -   0.99981309  x   0.99992793  =   0.99974103
 CX1956
 CX1956                          SUPERSEDED SURVEY CONTROL
 CX1956
 CX1956  ELLIP H (12/21/93) 1190.58   (m)                       GP(       ) 4 1
 CX1956  NAD 83(1986)-  32 15 57.81060(N)    106 43 52.79363(W) AD(       ) 1
 CX1956
 CX1956.Superseded values are not recommended for survey control.
 CX1956.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1956.See file dsdata.txt to determine how the superseded data were derived.
 CX1956
 CX1956_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR3693071242(NAD 83)
 CX1956_MARKER: DD = SURVEY DISK
 CX1956_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CX1956_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CX1956_STAMPING: 1991 NO. 1 GPS MON.
 CX1956_MARK LOGO: NM0470
 CX1956_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CX1956_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX1956_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CX1956+SATELLITE: SATELLITE OBSERVATIONS - 1991
 CX1956
 CX1956  HISTORY     - Date     Condition        Report By
 CX1956  HISTORY     - 1991     MONUMENTED       NM0470
 CX1956
 CX1956                          STATION DESCRIPTION
 CX1956
 CX1956'DESCRIBED BY CITY OF LAS CRUCES NEW MEXICO 1991
 CX1956'THE STATION IS LOCATED ABOUT 4.5 MI (7.2 KM) SOUTHEAST OF DOWNTOWN LAS
 CX1956'CRUCES.
 CX1956'TO REACH THE STATION FROM THE INTERCHANGE OF I-25 AND UNIVERSITY
 CX1956'AVENUE IN LAS CRUCES, GO EAST ON UNIVERSITY AVENUE 0.2 MI (0.3 KM) TO
 CX1956'LAS ALTURAS, WHICH IS THE EAST FRONTAGE ROAD ON I-25.  GO SOUTH ON
 CX1956'LAS ALTURAS 1.6 MI (2.6 KM) TO THE STATION ON THE LEFT.
 CX1956'THE STATION IS 0.2 MI (0.3 KM) SOUTH OF CHOLLA ROAD, 45 FT (13.7 M)
 CX1956'EAST OF THE CENTER LINE OF LAS ALTURAS, 40 FT (12.2 M) SOUTH OF A NEW
 CX1956'MEXICO STATE HIGHWAY AND TRANSPORTATION DEPARTMENT RIGHT OF WAY RAIL
 CX1956'AT STATION 48+79.2.
 CX1956'THE STATION IS AN ALUMINUM DISK SET IN AN IRON PIPE DRIVEN AT LEAST 1
 CX1956'M (3.3 FT) INTO THE GROUND AND STAMPED ---1991 NO. 1, GPS MON.---.
 CX1956'STATION IS RECESSED 6 IN INSIDE AN ALUMINUM, HINGED COVER WHICH IS
 CX1956'EMBEDDED IN A MASS OF CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1962 ***********************************************************************
 CX1962  DESIGNATION -  GPS 10
 CX1962  PID         -  CX1962
 CX1962  STATE/COUNTY-  NM/DONA ANA
 CX1962  USGS QUAD   -  LAS CRUCES (1978)
 CX1962
 CX1962                         *CURRENT SURVEY CONTROL
 CX1962  ___________________________________________________________________
 CX1962* NAD 83(1992)-  32 18 01.23159(N)    106 46 13.51172(W)     ADJUSTED  
 CX1962* NAVD 88     -      1188.9    (meters)    3901.     (feet)  GPS OBS   
 CX1962  ___________________________________________________________________
 CX1962  X           -  -1,557,329.382 (meters)                     COMP
 CX1962  Y           -  -5,167,764.483 (meters)                     COMP
 CX1962  Z           -   3,389,251.598 (meters)                     COMP
 CX1962  LAPLACE CORR-           3.64  (seconds)                    DEFLEC99
 CX1962  ELLIP HEIGHT-        1164.96  (meters)          (09/28/01) GPS OBS
 CX1962  GEOID HEIGHT-         -23.93  (meters)                     GEOID03
 CX1962
 CX1962  HORZ ORDER  -  FIRST
 CX1962  ELLP ORDER  -  FOURTH    CLASS I
 CX1962
 CX1962.The horizontal coordinates were established by GPS observations
 CX1962.and adjusted by the National Geodetic Survey in December 1993..
 CX1962
 CX1962.The orthometric height was determined by GPS observations and a
 CX1962.high-resolution geoid model.
 CX1962
 CX1962.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CX1962
 CX1962.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1962
 CX1962.The ellipsoidal height was determined by GPS observations
 CX1962.and is referenced to NAD 83.
 CX1962
 CX1962.The geoid height was determined by GEOID03.
 CX1962
 CX1962;                    North         East     Units Scale Factor Converg.
 CX1962;SPC NM C     -   144,287.402   450,989.473   MT  0.99992961   -0 16 41.1
 CX1962;SPC NM C     -   473,382.92  1,479,621.30   sFT  0.99992961   -0 16 41.1
 CX1962;UTM  13      - 3,575,103.554   333,310.319   MT  0.99994265   -0 56 46.5
 CX1962
 CX1962!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1962!SPC NM C     -   0.99981712  x   0.99992961  =   0.99974674
 CX1962!UTM  13      -   0.99981712  x   0.99994265  =   0.99975978
 CX1962
 CX1962                          SUPERSEDED SURVEY CONTROL
 CX1962
 CX1962  ELLIP H (12/21/93) 1164.91   (m)                       GP(       ) 4 1
 CX1962  NAD 83(1986)-  32 18 01.23971(N)    106 46 13.51191(W) AD(       ) 1
 CX1962
 CX1962.Superseded values are not recommended for survey control.
 CX1962.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1962.See file dsdata.txt to determine how the superseded data were derived.
 CX1962
 CX1962_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR3331075104(NAD 83)
 CX1962_MARKER: DD = SURVEY DISK
 CX1962_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CX1962_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CX1962_STAMPING: 1991 NO. 10 GPS MON.
 CX1962_MARK LOGO: NM0470
 CX1962_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CX1962_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX1962_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CX1962+SATELLITE: SATELLITE OBSERVATIONS - 1991
 CX1962
 CX1962  HISTORY     - Date     Condition        Report By
 CX1962  HISTORY     - 1991     MONUMENTED       NM0470
 CX1962  HISTORY     - 19961228 GOOD             USPSQD
 CX1962
 CX1962                          STATION DESCRIPTION
 CX1962
 CX1962'DESCRIBED BY CITY OF LAS CRUCES NEW MEXICO 1991
 CX1962'THE STATION IS LOCATED ABOUT 1 MI (1.6 KM) SOUTHEAST OF DOWNTOWN LAS
 CX1962'CRUCES.
 CX1962'TO REACH THE STATION FROM THE FROM THE INTERSECTION OF PICACHO AVENUE
 CX1962'(U.S. HIGHWAY 70) AND NORTH MAIN STREET (STATE HIGHWAY 478) IN LAS
 CX1962'CRUCES GO SOUTH ON NORTH MAIN STREET 1.0 MI (1.6 KM) TO EL PASEO
 CX1962'ROAD, GO SOUTH ON EL PASEO ROAD 0.4 MI (0.6 KM) TO UTAH STREET, GO
 CX1962'EAST ON UTAH STREET 0.2 MI (0.3 KM) TO MESQUITE STREET, GO NORTH ON
 CX1962'MESQUITE STREET 100 FT (30.5 M) TO THE STATION ON THE LEFT.
 CX1962'THE STATION IS IN THE NORTHWEST CORNER OF THE INTERSECTION AT THE
 CX1962'NORTH EDGE OF AN OLD ASPHALT ROAD.  THE STATION IS AT THE BACK EDGE
 CX1962'OF THE SIDEWALK.
 CX1962'THE STATION IS AN ALUMINUM DISK SET IN AN IRON PIPE DRIVEN AT LEAST 1
 CX1962'M (3.3 FT) INTO THE GROUND AND STAMPED ---1991 NO. 10 GPS MON.---.
 CX1962'STATION IS RECESSED 6 IN INSIDE AN ALUMINUM, HINGED COVER WHICH IS
 CX1962'EMBEDDED IN A MASS OF CONCRETE.
 CX1962
 CX1962                          STATION RECOVERY (1996)
 CX1962
 CX1962'RECOVERY NOTE BY US POWER SQUADRON 1996
 CX1962'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1963 ***********************************************************************
 CX1963  DESIGNATION -  GPS 11
 CX1963  PID         -  CX1963
 CX1963  STATE/COUNTY-  NM/DONA ANA
 CX1963  USGS QUAD   -  TORTUGAS MTN (1955)
 CX1963
 CX1963                         *CURRENT SURVEY CONTROL
 CX1963  ___________________________________________________________________
 CX1963* NAD 83(1992)-  32 18 24.16841(N)    106 44 39.28168(W)     ADJUSTED  
 CX1963* NAVD 88     -      1247.8    (meters)    4094.     (feet)  GPS OBS   
 CX1963  ___________________________________________________________________
 CX1963  X           -  -1,554,873.931 (meters)                     COMP
 CX1963  Y           -  -5,168,161.467 (meters)                     COMP
 CX1963  Z           -   3,389,880.389 (meters)                     COMP
 CX1963  LAPLACE CORR-           3.99  (seconds)                    DEFLEC99
 CX1963  ELLIP HEIGHT-        1223.90  (meters)          (09/28/01) GPS OBS
 CX1963  GEOID HEIGHT-         -23.84  (meters)                     GEOID03
 CX1963
 CX1963  HORZ ORDER  -  FIRST
 CX1963  ELLP ORDER  -  FOURTH    CLASS I
 CX1963
 CX1963.The horizontal coordinates were established by GPS observations
 CX1963.and adjusted by the National Geodetic Survey in December 1993..
 CX1963
 CX1963.The orthometric height was determined by GPS observations and a
 CX1963.high-resolution geoid model.
 CX1963
 CX1963.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CX1963
 CX1963.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1963
 CX1963.The ellipsoidal height was determined by GPS observations
 CX1963.and is referenced to NAD 83.
 CX1963
 CX1963.The geoid height was determined by GEOID03.
 CX1963
 CX1963;                    North         East     Units Scale Factor Converg.
 CX1963;SPC NM C     -   144,982.210   453,457.788   MT  0.99992670   -0 15 51.0
 CX1963;SPC NM C     -   475,662.47  1,487,719.43   sFT  0.99992670   -0 15 51.0
 CX1963;UTM  13      - 3,575,769.535   335,786.592   MT  0.99993255   -0 55 56.7
 CX1963
 CX1963!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1963!SPC NM C     -   0.99980787  x   0.99992670  =   0.99973458
 CX1963!UTM  13      -   0.99980787  x   0.99993255  =   0.99974043
 CX1963
 CX1963                          SUPERSEDED SURVEY CONTROL
 CX1963
 CX1963  ELLIP H (12/21/93) 1223.85   (m)                       GP(       ) 4 1
 CX1963  NAD 83(1986)-  32 18 24.17632(N)    106 44 39.28178(W) AD(       ) 1
 CX1963
 CX1963.Superseded values are not recommended for survey control.
 CX1963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1963.See file dsdata.txt to determine how the superseded data were derived.
 CX1963
 CX1963_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR3578775770(NAD 83)
 CX1963_MARKER: DD = SURVEY DISK
 CX1963_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 CX1963_SP_SET: IRREGULAR CONCRETE MASS
 CX1963_MARK LOGO: NM0470
 CX1963_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CX1963_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX1963_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CX1963+SATELLITE: SATELLITE OBSERVATIONS - 1991
 CX1963
 CX1963  HISTORY     - Date     Condition        Report By
 CX1963  HISTORY     - 1991     MONUMENTED       NM0470
 CX1963
 CX1963                          STATION DESCRIPTION
 CX1963
 CX1963'DESCRIBED BY CITY OF LAS CRUCES NEW MEXICO 1991
 CX1963'THE STATION IS LOCATED ABOUT 2 MI (3.2 KM) EAST OF DOWNTON LAS CRUCES.
 CX1963'TO REACH THE STATION FROM THE INTERCHANGE OF I-25 AND UNIVERSITY
 CX1963'AVENUE IN LAS CRUCES GO EAST ON UNIVERSITY AVENUE 0.3 MI (0.5 KM) TO
 CX1963'TELSHOR BOULEVARD, GO NORTH ON TELSHOR 0.75 MI (1.21 KM) TO MISSOURI
 CX1963'AVENUE, GO WEST ON MISSOURI 0.3 MI (0.5 KM) TO DON ROSER DRIVE, GO
 CX1963'NORTH ON DON ROSER 0.5 MI (0.8 KM) TO THE STATION ON THE RIGHT.
 CX1963'THE STATION IS AT THE NORTHWEST CORNER OF A STORM DRAINAGE DETENTION
 CX1963'POND LOCATED AT THE SOUTHWEST CORNER OF THE MESILLA VALLEY MALL.  THE
 CX1963'STATION IS BETWEEN THE EAST CURB LINE OF DON ROSER AND THE WEST FENCE
 CX1963'OF THE POND.  THE STATION IS 20 FT (6.1 M) SOUTH OF A TREE.
 CX1963'THE STATION IS AN UNSTAMPED ALUMINUM DISK SET IN A MASS OF CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1964 ***********************************************************************
 CX1964  DESIGNATION -  GPS 12
 CX1964  PID         -  CX1964
 CX1964  STATE/COUNTY-  NM/DONA ANA
 CX1964  USGS QUAD   -  TORTUGAS MTN (1955)
 CX1964
 CX1964                         *CURRENT SURVEY CONTROL
 CX1964  ___________________________________________________________________
 CX1964* NAD 83(1992)-  32 19 02.39531(N)    106 43 37.29227(W)     ADJUSTED  
 CX1964* NAVD 88     -      1289.1    (meters)    4229.     (feet)  GPS OBS   
 CX1964  ___________________________________________________________________
 CX1964  X           -  -1,553,149.542 (meters)                     COMP
 CX1964  Y           -  -5,168,059.145 (meters)                     COMP
 CX1964  Z           -   3,390,897.904 (meters)                     COMP
 CX1964  LAPLACE CORR-           3.76  (seconds)                    DEFLEC99
 CX1964  ELLIP HEIGHT-        1265.32  (meters)          (09/28/01) GPS OBS
 CX1964  GEOID HEIGHT-         -23.79  (meters)                     GEOID03
 CX1964
 CX1964  HORZ ORDER  -  FIRST
 CX1964  ELLP ORDER  -  FOURTH    CLASS I
 CX1964
 CX1964.The horizontal coordinates were established by GPS observations
 CX1964.and adjusted by the National Geodetic Survey in December 1993..
 CX1964
 CX1964.The orthometric height was determined by GPS observations and a
 CX1964.high-resolution geoid model.
 CX1964
 CX1964.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CX1964
 CX1964.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1964
 CX1964.The ellipsoidal height was determined by GPS observations
 CX1964.and is referenced to NAD 83.
 CX1964
 CX1964.The geoid height was determined by GEOID03.
 CX1964
 CX1964;                    North         East     Units Scale Factor Converg.
 CX1964;SPC NM C     -   146,152.283   455,084.555   MT  0.99992487   -0 15 18.1
 CX1964;SPC NM C     -   479,501.28  1,493,056.58   sFT  0.99992487   -0 15 18.1
 CX1964;UTM  13      - 3,576,920.556   337,426.903   MT  0.99992593   -0 55 24.5
 CX1964
 CX1964!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1964!SPC NM C     -   0.99980137  x   0.99992487  =   0.99972625
 CX1964!UTM  13      -   0.99980137  x   0.99992593  =   0.99972731
 CX1964
 CX1964:                Primary Azimuth Mark                     Grid Az
 CX1964:SPC NM C     -  GPS 13 AZ MK                             316 51 04.1
 CX1964:UTM  13      -  GPS 13 AZ MK                             317 31 10.5
 CX1964
 CX1964|---------------------------------------------------------------------|
 CX1964| PID    Reference Object                     Distance      Geod. Az  |
 CX1964|                                                           dddmmss.s |
 CX1964| CX1977 GPS 13 AZ MK                        APPROX. 1.6 KM 3163546.0 |
 CX1964|---------------------------------------------------------------------|
 CX1964
 CX1964                          SUPERSEDED SURVEY CONTROL
 CX1964
 CX1964  ELLIP H (12/21/93) 1265.27   (m)                       GP(       ) 4 1
 CX1964  NAD 83(1986)-  32 19 02.40296(N)    106 43 37.29231(W) AD(       ) 1
 CX1964
 CX1964.Superseded values are not recommended for survey control.
 CX1964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1964.See file dsdata.txt to determine how the superseded data were derived.
 CX1964
 CX1964_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR3742776921(NAD 83)
 CX1964_MARKER: DD = SURVEY DISK
 CX1964_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CX1964_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CX1964_STAMPING: 1991 NO. 12 GPS MON.
 CX1964_MARK LOGO: NM0470
 CX1964_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CX1964_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX1964_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CX1964+SATELLITE: SATELLITE OBSERVATIONS - 1991
 CX1964
 CX1964  HISTORY     - Date     Condition        Report By
 CX1964  HISTORY     - 1991     MONUMENTED       NM0470
 CX1964
 CX1964                          STATION DESCRIPTION
 CX1964
 CX1964'DESCRIBED BY CITY OF LAS CRUCES NEW MEXICO 1991
 CX1964'THE STATION IS LOCATED ABOUT 2.5 MI (4.0 KM) EAST OF DOWNTOWN LAS
 CX1964'CRUCES.
 CX1964'TO REACH THE STATION FROM THE I-25 INTERCHANGE AT LOHMAN AVENUE IN LAS
 CX1964'CRUCES, GO EAST ON LOHMAN 0.2 MI (0.3 KM) TO TELSHOR BOULEVARD, GO
 CX1964'SOUTH ON TELSHOR 0.2 MI (0.3 KM) TO FOOTHILLS ROAD, GO EAST ON
 CX1964'FOOTHILLS ROAD 0.95 MI (1.53 KM) TO PASEO DE ONATE, GO SOUTH ON PASEO
 CX1964'DE ONATE 0.25 MI (0.40 KM) TO THE VISTA PRIMERA ROAD.  THE STATION IS
 CX1964'IN THE NORTHWEST CORNER OF THE INTERSECTION AT THE EDGE OF THE
 CX1964'SIDEWALK. THE STATION IS 20.5 FT (6.2 M) WEST OF THE CENTER LINE OF
 CX1964'PASEO DE ONATE.  THE STATION IS SOUTHEAST OF A ROCK LEDGE.
 CX1964'THE STATION IS AN ALUMINUM DISK SET IN AN IRON PIPE DRIVEN AT LEAST 1
 CX1964'M (3.3 FT) INTO THE GROUND AND STAMPED ---1991 NO. 12 GPS MON.---.
 CX1964'STATION IS RECESSED 6 IN INSIDE AN ALUMINUM, HINGED COVER WHICH IS
 CX1964'EMBEDDED IN A MASS OF CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1965 ***********************************************************************
 CX1965  DESIGNATION -  GPS 13
 CX1965  PID         -  CX1965
 CX1965  STATE/COUNTY-  NM/DONA ANA
 CX1965  USGS QUAD   -  TORTUGAS MTN (1955)
 CX1965
 CX1965                         *CURRENT SURVEY CONTROL
 CX1965  ___________________________________________________________________
 CX1965* NAD 83(1992)-  32 19 45.90335(N)    106 44 24.85028(W)     ADJUSTED  
 CX1965* NAVD 88     -      1264.8    (meters)    4150.     (feet)  GPS OBS   
 CX1965  ___________________________________________________________________
 CX1965  X           -  -1,554,128.728 (meters)                     COMP
 CX1965  Y           -  -5,166,994.871 (meters)                     COMP
 CX1965  Z           -   3,392,017.660 (meters)                     COMP
 CX1965  LAPLACE CORR-           3.58  (seconds)                    DEFLEC99
 CX1965  ELLIP HEIGHT-        1241.02  (meters)          (09/28/01) GPS OBS
 CX1965  GEOID HEIGHT-         -23.81  (meters)                     GEOID03
 CX1965
 CX1965  HORZ ORDER  -  FIRST
 CX1965  ELLP ORDER  -  FOURTH    CLASS I
 CX1965
 CX1965.The horizontal coordinates were established by GPS observations
 CX1965.and adjusted by the National Geodetic Survey in December 1993..
 CX1965
 CX1965.The orthometric height was determined by GPS observations and a
 CX1965.high-resolution geoid model.
 CX1965
 CX1965.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CX1965
 CX1965.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1965
 CX1965.The ellipsoidal height was determined by GPS observations
 CX1965.and is referenced to NAD 83.
 CX1965
 CX1965.The geoid height was determined by GEOID03.
 CX1965
 CX1965;                    North         East     Units Scale Factor Converg.
 CX1965;SPC NM C     -   147,497.982   453,846.803   MT  0.99992626   -0 15 43.8
 CX1965;SPC NM C     -   483,916.30  1,488,995.72   sFT  0.99992626   -0 15 43.8
 CX1965;UTM  13      - 3,578,280.610   336,204.933   MT  0.99993085   -0 55 51.1
 CX1965
 CX1965!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1965!SPC NM C     -   0.99980518  x   0.99992626  =   0.99973146
 CX1965!UTM  13      -   0.99980518  x   0.99993085  =   0.99973605
 CX1965
 CX1965|---------------------------------------------------------------------|
 CX1965| PID    Reference Object                     Distance      Geod. Az  |
 CX1965|                                                           dddmmss.s |
 CX1965| CX1977 GPS 13 AZ MK                        254.175 METERS 14029     |
 CX1965|---------------------------------------------------------------------|
 CX1965
 CX1965                          SUPERSEDED SURVEY CONTROL
 CX1965
 CX1965  ELLIP H (12/21/93) 1240.97   (m)                       GP(       ) 4 1
 CX1965  NAD 83(1986)-  32 19 45.91088(N)    106 44 24.85042(W) AD(       ) 1
 CX1965
 CX1965.Superseded values are not recommended for survey control.
 CX1965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1965.See file dsdata.txt to determine how the superseded data were derived.
 CX1965
 CX1965_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR3620578281(NAD 83)
 CX1965_MARKER: DD = SURVEY DISK
 CX1965_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CX1965_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CX1965_STAMPING: 1991 NO. 13 GPS MON.
 CX1965_MARK LOGO: NM0470
 CX1965_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CX1965_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX1965_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CX1965+SATELLITE: SATELLITE OBSERVATIONS - 1991
 CX1965
 CX1965  HISTORY     - Date     Condition        Report By
 CX1965  HISTORY     - 1991     MONUMENTED       NM0470
 CX1965  HISTORY     - 19961228 GOOD             USPSQD
 CX1965
 CX1965                          STATION DESCRIPTION
 CX1965
 CX1965'DESCRIBED BY CITY OF LAS CRUCES NEW MEXICO 1991
 CX1965'THE STATION IS LOCATED ABOUT 2.5 MI (4.0 KM) NORTHEAST OF DOWNTOWN LAS
 CX1965'CRUCES.
 CX1965'TO REACH THE STATION FROM THE INTERCHANGE OF I-25 AND LOHMAN AVENUE IN
 CX1965'LAS CRUCES GO EAST ON LOHMAN AVENUE 0.2 MI (0.3 KM) TO TELSHOR
 CX1965'BOULEVARD, GO SOUTH ON TELSHOR 0.25 MI (0.40 KM) TO FOOTHILLS ROAD,
 CX1965'GO EAST 0.8 MI (1.3 KM) TO ROADRUNNER PARKWAY, GO NORTH ON ROADRUNNER
 CX1965'PARKWAY 0.8 MI (1.3 KM) TO THE STATION ON THE LEFT.
 CX1965'THE STATION IS IN THE MEDIAN OF ROADRUNNER PARKWAY AT THE NORTH EDGE
 CX1965'OF THE NORTH FORK OF THE LAS CRUCES ARROYO. THE STATION IS 15 FT
 CX1965'(4.6 M) EAST OF THE WEST CURB OF THE MEDIAN AND IS 127.5 FT (38.9 M)
 CX1965'FROM THE SOUTH END OF THE MEDIAN.
 CX1965'THE STATION IS AN ALUMINUM DISK SET IN AN IRON PIPE DRIVEN AT LEAST 1
 CX1965'M (3.3 FT) INTO THE GROUND AND STAMPED ---1991 NO. 13 GPS MON.---.
 CX1965'STATION IS RECESSED 6 IN INSIDE AN ALUMINUM, HINGED COVER WHICH IS
 CX1965'EMBEDDED IN A MASS OF CONCRETE.
 CX1965
 CX1965                          STATION RECOVERY (1996)
 CX1965
 CX1965'RECOVERY NOTE BY US POWER SQUADRON 1996
 CX1965'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1977 ***********************************************************************
 CX1977  DESIGNATION -  GPS 13 AZ MK
 CX1977  PID         -  CX1977
 CX1977  STATE/COUNTY-  NM/DONA ANA
 CX1977  USGS QUAD   -  TORTUGAS MTN (1955)
 CX1977
 CX1977                         *CURRENT SURVEY CONTROL
 CX1977  ___________________________________________________________________
 CX1977* NAD 83(1992)-  32 19 39.53742(N)    106 44 18.66703(W)     ADJUSTED  
 CX1977* NAVD 88     -      1270.8    (meters)    4169.     (feet)  GPS OBS   
 CX1977  ___________________________________________________________________
 CX1977  X           -  -1,554,005.508 (meters)                     COMP
 CX1977  Y           -  -5,167,146.770 (meters)                     COMP
 CX1977  Z           -   3,391,855.150 (meters)                     COMP
 CX1977  LAPLACE CORR-           3.61  (seconds)                    DEFLEC99
 CX1977  ELLIP HEIGHT-        1247.04  (meters)          (09/28/01) GPS OBS
 CX1977  GEOID HEIGHT-         -23.81  (meters)                     GEOID03
 CX1977
 CX1977  HORZ ORDER  -  FIRST
 CX1977  ELLP ORDER  -  FOURTH    CLASS I
 CX1977
 CX1977.The horizontal coordinates were established by GPS observations
 CX1977.and adjusted by the National Geodetic Survey in December 1993..
 CX1977
 CX1977.The orthometric height was determined by GPS observations and a
 CX1977.high-resolution geoid model.
 CX1977
 CX1977.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CX1977
 CX1977.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1977
 CX1977.The ellipsoidal height was determined by GPS observations
 CX1977.and is referenced to NAD 83.
 CX1977
 CX1977.The geoid height was determined by GEOID03.
 CX1977
 CX1977;                    North         East     Units Scale Factor Converg.
 CX1977;SPC NM C     -   147,301.167   454,007.611   MT  0.99992608   -0 15 40.5
 CX1977;SPC NM C     -   483,270.58  1,489,523.30   sFT  0.99992608   -0 15 40.5
 CX1977;UTM  13      - 3,578,081.931   336,363.434   MT  0.99993021   -0 55 47.6
 CX1977
 CX1977!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1977!SPC NM C     -   0.99980424  x   0.99992608  =   0.99973033
 CX1977!UTM  13      -   0.99980424  x   0.99993021  =   0.99973446
 CX1977
 CX1977:                Primary Azimuth Mark                     Grid Az
 CX1977:SPC NM C     -  GPS 12                                   136 51 04.4
 CX1977:UTM  13      -  GPS 12                                   137 31 11.5
 CX1977
 CX1977|---------------------------------------------------------------------|
 CX1977| PID    Reference Object                     Distance      Geod. Az  |
 CX1977|                                                           dddmmss.s |
 CX1977| CX1964 GPS 12                              APPROX. 1.6 KM 1363523.9 |
 CX1977| CX1965 GPS 13                              254.175 METERS 32029     |
 CX1977|---------------------------------------------------------------------|
 CX1977
 CX1977                          SUPERSEDED SURVEY CONTROL
 CX1977
 CX1977  ELLIP H (12/21/93) 1246.99   (m)                       GP(       ) 4 1
 CX1977  NAD 83(1986)-  32 19 39.54501(N)    106 44 18.66707(W) AD(       ) 1
 CX1977
 CX1977.Superseded values are not recommended for survey control.
 CX1977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1977.See file dsdata.txt to determine how the superseded data were derived.
 CX1977
 CX1977_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR3636378082(NAD 83)
 CX1977_MARKER: DD = SURVEY DISK
 CX1977_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CX1977_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CX1977_STAMPING: 13AZ GPS
 CX1977_MARK LOGO: NM0470
 CX1977_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CX1977_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX1977_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CX1977+SATELLITE: SATELLITE OBSERVATIONS - 1991
 CX1977
 CX1977  HISTORY     - Date     Condition        Report By
 CX1977  HISTORY     - 1991     MONUMENTED       NM0470
 CX1977  HISTORY     - 19961228 MARK NOT FOUND   USPSQD
 CX1977
 CX1977                          STATION DESCRIPTION
 CX1977
 CX1977'DESCRIBED BY CITY OF LAS CRUCES NEW MEXICO 1991
 CX1977'THE STATION IS LOCATED ABOUT 2.5 MI (4.0 KM) OF DOWNTOWN LAS CRUCES AT
 CX1977'THE EDGE OF A PRIVATE APARTEMENT COMPLEX.
 CX1977'TO REACH THE STATION FROM THE INTERCHANGE OF I-25 AND LOHMAN AVENUE IN
 CX1977'LAS CRUCES, GO EAST ON LOHMAN 0.2 MI (0.3 KM) TO TELSHOR BOULEVARD,
 CX1977'GO SOUTH ON TELSHOR 0.25 MI (0.40 KM) TO FOOTHILLS ROAD, GO EAST ON
 CX1977'FOOTHILLS 0.8 MI (1.3 KM) TO ROADRUNNER PARKWAY, GO NORTH ON
 CX1977'ROADRUNNER 0.6 MI (1.0 KM) TO THE STATION ON THE LEFT.
 CX1977'THE STATION IS AT THE SOUTH END OF THE SIDEWALK ON THE EAST SIDE OF AN
 CX1977'APARTMENT COMPLEX.  THE STATION IS AT THE BACK EDGE OF THE SIDEWALK.
 CX1977'THE STATION IS AN ALUMINUM DISK STAMPED ---GPS 13AZ---, WHICH IS SET
 CX1977'ON A STEEL ROD DRIVEN AT LEAST 1 M (3.3 FT) INTO THE GROUND.
 CX1977
 CX1977                          STATION RECOVERY (1996)
 CX1977
 CX1977'RECOVERY NOTE BY US POWER SQUADRON 1996
 CX1977'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1966 ***********************************************************************
 CX1966  DESIGNATION -  GPS 14
 CX1966  PID         -  CX1966
 CX1966  STATE/COUNTY-  NM/DONA ANA
 CX1966  USGS QUAD   -  LAS CRUCES (1978)
 CX1966
 CX1966                         *CURRENT SURVEY CONTROL
 CX1966  ___________________________________________________________________
 CX1966* NAD 83(1992)-  32 19 29.28488(N)    106 45 44.80288(W)     ADJUSTED  
 CX1966* NAVD 88     -      1219.4    (meters)    4001.     (feet)  GPS OBS   
 CX1966  ___________________________________________________________________
 CX1966  X           -  -1,556,199.323 (meters)                     COMP
 CX1966  Y           -  -5,166,617.417 (meters)                     COMP
 CX1966  Z           -   3,391,560.680 (meters)                     COMP
 CX1966  LAPLACE CORR-           3.61  (seconds)                    DEFLEC99
 CX1966  ELLIP HEIGHT-        1195.52  (meters)          (09/28/01) GPS OBS
 CX1966  GEOID HEIGHT-         -23.87  (meters)                     GEOID03
 CX1966
 CX1966  HORZ ORDER  -  FIRST
 CX1966  ELLP ORDER  -  FOURTH    CLASS I
 CX1966
 CX1966.The horizontal coordinates were established by GPS observations
 CX1966.and adjusted by the National Geodetic Survey in December 1993..
 CX1966
 CX1966.The orthometric height was determined by GPS observations and a
 CX1966.high-resolution geoid model.
 CX1966
 CX1966.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CX1966
 CX1966.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1966
 CX1966.The ellipsoidal height was determined by GPS observations
 CX1966.and is referenced to NAD 83.
 CX1966
 CX1966.The geoid height was determined by GEOID03.
 CX1966
 CX1966;                    North         East     Units Scale Factor Converg.
 CX1966;SPC NM C     -   146,995.902   451,753.464   MT  0.99992870   -0 16 26.5
 CX1966;SPC NM C     -   482,269.06  1,482,127.82   sFT  0.99992870   -0 16 26.5
 CX1966;UTM  13      - 3,577,802.990   334,105.862   MT  0.99993939   -0 56 33.5
 CX1966
 CX1966!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1966!SPC NM C     -   0.99981232  x   0.99992870  =   0.99974104
 CX1966!UTM  13      -   0.99981232  x   0.99993939  =   0.99975173
 CX1966
 CX1966                          SUPERSEDED SURVEY CONTROL
 CX1966
 CX1966  ELLIP H (12/21/93) 1195.47   (m)                       GP(       ) 4 1
 CX1966  NAD 83(1986)-  32 19 29.29200(N)    106 45 44.80330(W) AD(       ) 1
 CX1966
 CX1966.Superseded values are not recommended for survey control.
 CX1966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1966.See file dsdata.txt to determine how the superseded data were derived.
 CX1966
 CX1966_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR3410677803(NAD 83)
 CX1966_MARKER: DD = SURVEY DISK
 CX1966_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CX1966_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CX1966_STAMPING: 1991 NO. 14 GPS MON.
 CX1966_MARK LOGO: NM0470
 CX1966_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CX1966_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX1966_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CX1966+SATELLITE: SATELLITE OBSERVATIONS - 1991
 CX1966
 CX1966  HISTORY     - Date     Condition        Report By
 CX1966  HISTORY     - 1991     MONUMENTED       NM0470
 CX1966  HISTORY     - 19970916 GOOD             USPSQD
 CX1966
 CX1966                          STATION DESCRIPTION
 CX1966
 CX1966'DESCRIBED BY CITY OF LAS CRUCES NEW MEXICO 1991
 CX1966'THE STATION IS LOCATED ABOUT 1 MI (1.6 KM) NORTHEAST OF DOWNTOWN LAS
 CX1966'CRUCES.
 CX1966'TO REACH THE STATION FROM THE INTERSECTION OF PICACHO AVENUE (U.S.
 CX1966'HIGHWAY 70) AND NORTH MAIN STREET (STATE HIGHWAY 478) IN LAS CRUCES,
 CX1966'GO EAST ON PICACHO 1.2 MI (1.9 KM) TO THE STATION ON THE RIGHT. (NOTE
 CX1966'THAT PICACHO AVENUE BECOMES SPRUCE STREET APPROXIMATELY 500 FT
 CX1966'(152.4 M) EAST OF NORTH MAIN STREET.)THE STATION IS IN THE NORTHWEST
 CX1966'CORNER OF ONATE HIGH SCHOOL, NORTH OF THE PARKING LOT, AT THE EDGE OF
 CX1966'THE SIDEWALK ON THE SOUTH SIDE OF SPRUCE STREET.  THE STATION IS 7.5
 CX1966'FT (2.3 M) SOUTH OF THE CURB AND 31.5 FT (9.6 M) NORTHWEST OF AN
 CX1966'ANGLE POINT IN THE NORTH LINE OF THE PARKING LOT.
 CX1966'THE STATION IS AN ALUMINUM DISK SET IN AN IRON PIPE DRIVEN AT LEAST 1
 CX1966'M (3.3 FT) INTO THE GROUND AND STAMPED ---1991 NO. 14 GPS MON.---.
 CX1966'STATION IS RECESSED 6 IN INSIDE AN ALUMINUM, HINGED COVER WHICH IS
 CX1966'EMBEDDED IN A MASS OF CONCRETE.
 CX1966
 CX1966                          STATION RECOVERY (1997)
 CX1966
 CX1966'RECOVERY NOTE BY US POWER SQUADRON 1997
 CX1966'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1967 ***********************************************************************
 CX1967  DESIGNATION -  GPS 15
 CX1967  PID         -  CX1967
 CX1967  STATE/COUNTY-  NM/DONA ANA
 CX1967  USGS QUAD   -  LAS CRUCES (1978)
 CX1967
 CX1967                         *CURRENT SURVEY CONTROL
 CX1967  ___________________________________________________________________
 CX1967* NAD 83(1992)-  32 18 52.62594(N)    106 47 23.27627(W)     ADJUSTED  
 CX1967* NAVD 88     -      1188.6    (meters)    3900.     (feet)  GPS OBS   
 CX1967  ___________________________________________________________________
 CX1967  X           -  -1,558,832.649 (meters)                     COMP
 CX1967  Y           -  -5,166,427.022 (meters)                     COMP
 CX1967  Z           -   3,390,589.729 (meters)                     COMP
 CX1967  LAPLACE CORR-           2.90  (seconds)                    DEFLEC99
 CX1967  ELLIP HEIGHT-        1164.67  (meters)          (09/28/01) GPS OBS
 CX1967  GEOID HEIGHT-         -23.95  (meters)                     GEOID03
 CX1967
 CX1967  HORZ ORDER  -  FIRST
 CX1967  ELLP ORDER  -  FOURTH    CLASS I
 CX1967
 CX1967.The horizontal coordinates were established by GPS observations
 CX1967.and adjusted by the National Geodetic Survey in December 1993..
 CX1967
 CX1967.The orthometric height was determined by GPS observations and a
 CX1967.high-resolution geoid model.
 CX1967
 CX1967.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CX1967
 CX1967.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1967
 CX1967.The ellipsoidal height was determined by GPS observations
 CX1967.and is referenced to NAD 83.
 CX1967
 CX1967.The geoid height was determined by GEOID03.
 CX1967
 CX1967;                    North         East     Units Scale Factor Converg.
 CX1967;SPC NM C     -   145,879.417   449,172.401   MT  0.99993185   -0 17 18.8
 CX1967;SPC NM C     -   478,606.05  1,473,659.79   sFT  0.99993185   -0 17 18.8
 CX1967;UTM  13      - 3,576,716.680   331,511.910   MT  0.99995008   -0 57 25.2
 CX1967
 CX1967!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1967!SPC NM C     -   0.99981717  x   0.99993185  =   0.99974903
 CX1967!UTM  13      -   0.99981717  x   0.99995008  =   0.99976725
 CX1967
 CX1967                          SUPERSEDED SURVEY CONTROL
 CX1967
 CX1967  ELLIP H (12/21/93) 1164.62   (m)                       GP(       ) 4 1
 CX1967  NAD 83(1986)-  32 18 52.63349(N)    106 47 23.27703(W) AD(       ) 1
 CX1967
 CX1967.Superseded values are not recommended for survey control.
 CX1967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1967.See file dsdata.txt to determine how the superseded data were derived.
 CX1967
 CX1967_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR3151276717(NAD 83)
 CX1967_MARKER: DD = SURVEY DISK
 CX1967_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CX1967_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CX1967_STAMPING: 1991 NO. 15 GPS MON.
 CX1967_MARK LOGO: NM0470
 CX1967_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CX1967_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX1967_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CX1967+SATELLITE: SATELLITE OBSERVATIONS - 1991
 CX1967
 CX1967  HISTORY     - Date     Condition        Report By
 CX1967  HISTORY     - 1991     MONUMENTED       NM0470
 CX1967  HISTORY     - 19961228 GOOD             USPSQD
 CX1967  HISTORY     - 19970916 GOOD             USPSQD
 CX1967
 CX1967                          STATION DESCRIPTION
 CX1967
 CX1967'DESCRIBED BY CITY OF LAS CRUCES NEW MEXICO 1991
 CX1967'THE STATION IS LOCATED IN DOWNTOWN LAS CRUCES.
 CX1967'TO REACH THE STATION FROM THE INTERSECTION OF PICHACHO AVENUE (U.S.
 CX1967'HIGHWAY 70) AND NORTH MAIN STREET (STATE HIGHWAY 478) IN LAS CRUCES,
 CX1967'GO WEST ON PICACHO 0.5 MI (0.8 KM) TO THE STATION ON THE LEFT.
 CX1967'THE STATION IS IN THE NORTHWEST CORNER OF LION-S PARK.  THE STATION IS
 CX1967'14.3 FT (4.4 M) SOUTH OF THE SOUTH SIDEWALK ON PICACHO AVENUE. THE
 CX1967'STATION IS 9.7 FT (3.0 M) WEST OF A NORTH-SOUTH SIDEWALK IN LION-S
 CX1967'PARK AND EAST OF A CHAMBER OF COMMERCE SIGN.
 CX1967'THE STATION IS AN ALUMINUM DISK SET IN AN IRON PIPE DRIVEN AT LEAST 1
 CX1967'METER INTO THE GROUND AND STAMPED ---1991 NO. 15 GPS MON.---. STATION
 CX1967'IS RECESSED 6 IN INSIDE AN ALUMINUM, HINGED COVER WHICH IS EMBEDDED
 CX1967'IN A MASS OF CONCRETE.
 CX1967
 CX1967                          STATION RECOVERY (1996)
 CX1967
 CX1967'RECOVERY NOTE BY US POWER SQUADRON 1996
 CX1967'RECOVERED IN GOOD CONDITION.
 CX1967
 CX1967                          STATION RECOVERY (1997)
 CX1967
 CX1967'RECOVERY NOTE BY US POWER SQUADRON 1997
 CX1967'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1968 ***********************************************************************
 CX1968  DESIGNATION -  GPS 16
 CX1968  PID         -  CX1968
 CX1968  STATE/COUNTY-  NM/DONA ANA
 CX1968  USGS QUAD   -  LAS CRUCES (1978)
 CX1968
 CX1968                         *CURRENT SURVEY CONTROL
 CX1968  ___________________________________________________________________
 CX1968* NAD 83(1992)-  32 19 13.06671(N)    106 48 29.52172(W)     ADJUSTED  
 CX1968* NAVD 88     -      1188.33   (meters)    3898.7    (feet)  LEVELING  
 CX1968  ___________________________________________________________________
 CX1968  X           -  -1,560,394.418 (meters)                     COMP
 CX1968  Y           -  -5,165,603.550 (meters)                     COMP
 CX1968  Z           -   3,391,121.763 (meters)                     COMP
 CX1968  LAPLACE CORR-           2.18  (seconds)                    DEFLEC99
 CX1968  ELLIP HEIGHT-        1164.34  (meters)          (09/28/01) GPS OBS
 CX1968  GEOID HEIGHT-         -23.98  (meters)                     GEOID03
 CX1968
 CX1968  HORZ ORDER  -  FIRST
 CX1968  VERT ORDER  -  THIRD ?
 CX1968  ELLP ORDER  -  FOURTH    CLASS I
 CX1968
 CX1968.The horizontal coordinates were established by GPS observations
 CX1968.and adjusted by the National Geodetic Survey in December 1993..
 CX1968
 CX1968.The orthometric height was determined by differential leveling.
 CX1968.The vertical network tie was performed by a horz. field party for horz.
 CX1968.obs reductions. Reset procedures were used to establish the elevation.
 CX1968
 CX1968.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CX1968
 CX1968.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1968
 CX1968.The ellipsoidal height was determined by GPS observations
 CX1968.and is referenced to NAD 83.
 CX1968
 CX1968.The geoid height was determined by GEOID03.
 CX1968
 CX1968;                    North         East     Units Scale Factor Converg.
 CX1968;SPC NM C     -   146,517.889   447,442.966   MT  0.99993405   -0 17 54.4
 CX1968;SPC NM C     -   480,700.77  1,467,985.80   sFT  0.99993405   -0 17 54.4
 CX1968;UTM  13      - 3,577,375.299   329,790.007   MT  0.99995728   -0 58 01.2
 CX1968
 CX1968!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1968!SPC NM C     -   0.99981722  x   0.99993405  =   0.99975128
 CX1968!UTM  13      -   0.99981722  x   0.99995728  =   0.99977451
 CX1968
 CX1968                          SUPERSEDED SURVEY CONTROL
 CX1968
 CX1968  ELLIP H (12/21/93) 1164.28   (m)                       GP(       ) 4 1
 CX1968  NAD 83(1986)-  32 19 13.07379(N)    106 48 29.52295(W) AD(       ) 1
 CX1968
 CX1968.Superseded values are not recommended for survey control.
 CX1968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1968.See file dsdata.txt to determine how the superseded data were derived.
 CX1968
 CX1968_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR2979077375(NAD 83)
 CX1968_MARKER: DD = SURVEY DISK
 CX1968_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CX1968_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CX1968_STAMPING: 1991 NO. 16 GPS MON.
 CX1968_MARK LOGO: NM0470
 CX1968_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CX1968_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX1968_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CX1968+SATELLITE: SATELLITE OBSERVATIONS - 1991
 CX1968
 CX1968  HISTORY     - Date     Condition        Report By
 CX1968  HISTORY     - 1991     MONUMENTED       NM0470
 CX1968
 CX1968                          STATION DESCRIPTION
 CX1968
 CX1968'DESCRIBED BY CITY OF LAS CRUCES NEW MEXICO 1991
 CX1968'THE STATION IS LOCATED ABOUT 1.5 MI (2.4 KM) WEST OF DOWNTOWN LAS
 CX1968'CRUCES.
 CX1968'TO REACH THE STATION FROM THE INTERSECTION OF PICACHO AVENUE (U.S.
 CX1968'HIGHWAY 70) AND VALLEY DRIVE (STATE HIGHWAY 185) IN LAS CRUCES, GO
 CX1968'NORTH ON PICACHO 0.8 MI (1.3 KM) TO BRUINS LANE, GO WEST ON BRUINS
 CX1968'0.4 MI (0.6 KM) TO A ROAD TO THE LEFT. THE ROAD IS WEST OF THE
 CX1968'MESILLA DRAIN AND EAST OF QUESENBERRY LATERAL AND IS ON THE EAST SIDE
 CX1968'OF A SERIES OF SOCCER FIELDS.  GO SOUTH ON ROAD 0.1 MI (0.2 KM) TO
 CX1968'THE STATION ON THE RIGHT.
 CX1968'THE STATION IS 83 FT (25.3 M) SOUTH OF THE SOUTHERNMOST SOCCER FIELD.
 CX1968'THE STATION IS 2.4 FT (0.7 M) EAST OF A CHAIN LINK FENCE AND WEST OF
 CX1968'A SERIES OF BOLLARDS.
 CX1968'THE STATION IS AN ALUMINUM DISK SET IN AN IRON PIPE DRIVEN AT LEAST 1
 CX1968'M (3.3 FT) INTO THE GROUND AND STAMPED ---1991 NO.16 GPS MON.---.
 CX1968'STATION IS RECESSED 6 IN INSIDE AN ALUMINUM, HINGED COVER WHICH IS
 CX1968'EMBEDDED IN A MASS OF CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1978 ***********************************************************************
 CX1978  DESIGNATION -  GPS 17 AZ MK
 CX1978  PID         -  CX1978
 CX1978  STATE/COUNTY-  NM/DONA ANA
 CX1978  USGS QUAD   -  LAS CRUCES (1978)
 CX1978
 CX1978                         *CURRENT SURVEY CONTROL
 CX1978  ___________________________________________________________________
 CX1978* NAD 83(1992)-  32 20 09.52151(N)    106 47 24.32256(W)     ADJUSTED  
 CX1978* NAVD 88     -      1193.5    (meters)    3916.     (feet)  GPS OBS   
 CX1978  ___________________________________________________________________
 CX1978  X           -  -1,558,494.121 (meters)                     COMP
 CX1978  Y           -  -5,165,210.297 (meters)                     COMP
 CX1978  Z           -   3,392,594.304 (meters)                     COMP
 CX1978  LAPLACE CORR-           2.82  (seconds)                    DEFLEC99
 CX1978  ELLIP HEIGHT-        1169.60  (meters)          (09/28/01) GPS OBS
 CX1978  GEOID HEIGHT-         -23.92  (meters)                     GEOID03
 CX1978
 CX1978  HORZ ORDER  -  FIRST
 CX1978  ELLP ORDER  -  FOURTH    CLASS I
 CX1978
 CX1978.The horizontal coordinates were established by GPS observations
 CX1978.and adjusted by the National Geodetic Survey in December 1993..
 CX1978
 CX1978.The orthometric height was determined by GPS observations and a
 CX1978.high-resolution geoid model.
 CX1978
 CX1978.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CX1978
 CX1978.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1978
 CX1978.The ellipsoidal height was determined by GPS observations
 CX1978.and is referenced to NAD 83.
 CX1978
 CX1978.The geoid height was determined by GEOID03.
 CX1978
 CX1978;                    North         East     Units Scale Factor Converg.
 CX1978;SPC NM C     -   148,248.015   449,156.973   MT  0.99993187   -0 17 20.0
 CX1978;SPC NM C     -   486,377.03  1,473,609.17   sFT  0.99993187   -0 17 20.0
 CX1978;UTM  13      - 3,579,085.339   331,524.124   MT  0.99995003   -0 57 27.8
 CX1978
 CX1978!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1978!SPC NM C     -   0.99981639  x   0.99993187  =   0.99974827
 CX1978!UTM  13      -   0.99981639  x   0.99995003  =   0.99976643
 CX1978
 CX1978:                Primary Azimuth Mark                     Grid Az
 CX1978:SPC NM C     -  Z 411                                    236 29 06.6
 CX1978:UTM  13      -  Z 411                                    237 09 14.4
 CX1978
 CX1978|---------------------------------------------------------------------|
 CX1978| PID    Reference Object                     Distance      Geod. Az  |
 CX1978|                                                           dddmmss.s |
 CX1978| CX1348 Z 411                               454.941 METERS 2361146.6 |
 CX1978|---------------------------------------------------------------------|
 CX1978
 CX1978                          SUPERSEDED SURVEY CONTROL
 CX1978
 CX1978  ELLIP H (12/21/93) 1169.54   (m)                       GP(       ) 4 1
 CX1978  NAD 83(1986)-  32 20 09.52859(N)    106 47 24.32352(W) AD(       ) 1
 CX1978
 CX1978.Superseded values are not recommended for survey control.
 CX1978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1978.See file dsdata.txt to determine how the superseded data were derived.
 CX1978
 CX1978_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR3152479085(NAD 83)
 CX1978_MARKER: DD = SURVEY DISK
 CX1978_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CX1978_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CX1978_STAMPING: 17AZ GPS
 CX1978_MARK LOGO: NM0470
 CX1978_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CX1978_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX1978_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CX1978+SATELLITE: SATELLITE OBSERVATIONS - 1991
 CX1978
 CX1978  HISTORY     - Date     Condition        Report By
 CX1978  HISTORY     - 1991     MONUMENTED       NM0470
 CX1978  HISTORY     - 19961228 GOOD             USPSQD
 CX1978
 CX1978                          STATION DESCRIPTION
 CX1978
 CX1978'DESCRIBED BY CITY OF LAS CRUCES NEW MEXICO 1991
 CX1978'THE STATION IS LOCATED ABOUT 1.5 MI (2.4 KM) NORTHWEST OF DOWNTOWN LAS
 CX1978'CRUCES.
 CX1978'TO REACH THE STATION FROM THE INTERCHANGE OF I-25 AND NORTH MAIN
 CX1978'STREET (U.S. HIGHWAY 70) IN LAS CRUCES, GO SOUTH ON NORTH MAIN STREET
 CX1978'1.2 MI (1.9 KM) TO EL CAMINO REAL, GO NORTH AND WEST ON EL CAMINO
 CX1978'REAL 0.5 MI (0.8 KM) TO THE STATION ON THE LEFT.
 CX1978'THE STATION IS ON THE WEST SIDE OF THE EL CAMINO REAL CROSSING OF THE
 CX1978'LAS CRUCES FLOOD CONTROL DAM OUTLET CHANNEL.  THE STATION IS BETWEEN
 CX1978'THE WEST HEADWALL OF THE BOX CULVERT CROSSING AND THE HANDRAIL.
 CX1978'THE STATION IS AN ALUMINUM DISK STAMPED ---GPS 17AZ---, WHICH IS SET
 CX1978'ON A STEEL ROD DRIVEN AT LEAST 1 M (3.3 FT) INTO THE GROUND.
 CX1978
 CX1978                          STATION RECOVERY (1996)
 CX1978
 CX1978'RECOVERY NOTE BY US POWER SQUADRON 1996
 CX1978'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1969 ***********************************************************************
 CX1969  DESIGNATION -  GPS 18
 CX1969  PID         -  CX1969
 CX1969  STATE/COUNTY-  NM/DONA ANA
 CX1969  USGS QUAD   -  LAS CRUCES (1978)
 CX1969
 CX1969                         *CURRENT SURVEY CONTROL
 CX1969  ___________________________________________________________________
 CX1969* NAD 83(1992)-  32 20 44.12748(N)    106 46 32.05383(W)     ADJUSTED  
 CX1969* NAVD 88     -      1232.7    (meters)    4044.     (feet)  GPS OBS   
 CX1969  ___________________________________________________________________
 CX1969  X           -  -1,557,030.135 (meters)                     COMP
 CX1969  Y           -  -5,165,090.750 (meters)                     COMP
 CX1969  Z           -   3,393,516.118 (meters)                     COMP
 CX1969  LAPLACE CORR-           3.12  (seconds)                    DEFLEC99
 CX1969  ELLIP HEIGHT-        1208.88  (meters)          (09/28/01) GPS OBS
 CX1969  GEOID HEIGHT-         -23.87  (meters)                     GEOID03
 CX1969
 CX1969  HORZ ORDER  -  FIRST
 CX1969  ELLP ORDER  -  FOURTH    CLASS I
 CX1969
 CX1969.The horizontal coordinates were established by GPS observations
 CX1969.and adjusted by the National Geodetic Survey in December 1993..
 CX1969
 CX1969.The orthometric height was determined by GPS observations and a
 CX1969.high-resolution geoid model.
 CX1969
 CX1969.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CX1969
 CX1969.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1969
 CX1969.The ellipsoidal height was determined by GPS observations
 CX1969.and is referenced to NAD 83.
 CX1969
 CX1969.The geoid height was determined by GEOID03.
 CX1969
 CX1969;                    North         East     Units Scale Factor Converg.
 CX1969;SPC NM C     -   149,307.115   450,529.021   MT  0.99993017   -0 16 52.3
 CX1969;SPC NM C     -   489,851.76  1,478,110.63   sFT  0.99993017   -0 16 52.3
 CX1969;UTM  13      - 3,580,128.366   332,908.465   MT  0.99994430   -0 57 00.7
 CX1969
 CX1969!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1969!SPC NM C     -   0.99981023  x   0.99993017  =   0.99974041
 CX1969!UTM  13      -   0.99981023  x   0.99994430  =   0.99975454
 CX1969
 CX1969                          SUPERSEDED SURVEY CONTROL
 CX1969
 CX1969  ELLIP H (12/21/93) 1208.82   (m)                       GP(       ) 4 1
 CX1969  NAD 83(1986)-  32 20 44.13458(N)    106 46 32.05449(W) AD(       ) 1
 CX1969
 CX1969.Superseded values are not recommended for survey control.
 CX1969.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1969.See file dsdata.txt to determine how the superseded data were derived.
 CX1969
 CX1969_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR3290880128(NAD 83)
 CX1969_MARKER: DD = SURVEY DISK
 CX1969_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CX1969_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CX1969_STAMPING: 1991 NO. 18 GPS MON.
 CX1969_MARK LOGO: NM0470
 CX1969_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CX1969_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX1969_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CX1969+SATELLITE: SATELLITE OBSERVATIONS - 1991
 CX1969
 CX1969  HISTORY     - Date     Condition        Report By
 CX1969  HISTORY     - 1991     MONUMENTED       NM0470
 CX1969
 CX1969                          STATION DESCRIPTION
 CX1969
 CX1969'DESCRIBED BY CITY OF LAS CRUCES NEW MEXICO 1991
 CX1969'THE STATION IS LOCATED ABOUT 2.5 MI (4.0 KM) NORTH OF DOWNTOWN LAS
 CX1969'CRUCES AT THE EDGE OF NORTHRIDGE PARK.
 CX1969'TO REACH THE STATION FROM THE INTERCHANGE OF I-25 AND NORTH MAIN
 CX1969'STREET (U.S. HIGHWAY 70), GO SOUTH ON NORTH MAIN STREET 0.4 MI
 CX1969'(0.6 KM) TO SCANLON DRIVE.  GO NORTH ON SCANLON 300 FT (91.4 M) TO
 CX1969'LENOX AVENUE. GO EAST ON LENOX 200 FT (61.0 M) TO RIDGELINE DRIVE. GO
 CX1969'NORTH ON RIDGELINE 300 FT (91.4 M) TO SOUTHRIDGE DRIVE. GO WEST ON
 CX1969'SOUTHRIDGE 0.1 MI (0.2 KM) TO WESTRIDGE DRIVE.  GO SOUTH ON WESTRIDGE
 CX1969'400 FT (121.9 M) TO NORTHRIDGE PARK ON THE RIGHT.  HIKE TO THE WEST
 CX1969'BOUNDARY OF NORTHRIDGE PARK 400 FT (121.9 M) TO THE STATION.
 CX1969'THE STATION IS 80.6 FT (24.6 M) SOUTH OF THE CORNER OF A CHAIN LINK
 CX1969'FENCE. THE STATION IS 109.5 FT (33.4 M) WEST OF A LIGHT POLE.  THE
 CX1969'STATION IS ON A RIDGE ON THE WEST BOUNDARY OF THE PARK ON THE NORTH
 CX1969'EDGE OF A TRAIL.
 CX1969'THE STATION IS AN ALUMINUM DISK SET IN AN IRON PIPE DRIVEN AT LEAST 1
 CX1969'M (3.3 FT) INTO THE GROUND AND STAMPED ---1991 NO.18 GPS MON.---.
 CX1969'STATION IS RECESSED IN AN ALUMINUM, HINGED COVER WHICH IS EMBEDDED IN
 CX1969'A MASS OF CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1957 ***********************************************************************
 CX1957  DESIGNATION -  GPS 2
 CX1957  PID         -  CX1957
 CX1957  STATE/COUNTY-  NM/DONA ANA
 CX1957  USGS QUAD   -  TORTUGAS MTN (1955)
 CX1957
 CX1957                         *CURRENT SURVEY CONTROL
 CX1957  ___________________________________________________________________
 CX1957* NAD 83(1992)-  32 16 02.49871(N)    106 44 40.24330(W)     ADJUSTED  
 CX1957* NAVD 88     -      1196.3    (meters)    3925.     (feet)  GPS OBS   
 CX1957  ___________________________________________________________________
 CX1957  X           -  -1,555,557.191 (meters)                     COMP
 CX1957  Y           -  -5,170,345.148 (meters)                     COMP
 CX1957  Z           -   3,386,163.035 (meters)                     COMP
 CX1957  LAPLACE CORR-           4.32  (seconds)                    DEFLEC99
 CX1957  ELLIP HEIGHT-        1172.42  (meters)          (09/28/01) GPS OBS
 CX1957  GEOID HEIGHT-         -23.90  (meters)                     GEOID03
 CX1957
 CX1957  HORZ ORDER  -  FIRST
 CX1957  ELLP ORDER  -  FOURTH    CLASS I
 CX1957
 CX1957.The horizontal coordinates were established by GPS observations
 CX1957.and adjusted by the National Geodetic Survey in December 1993..
 CX1957
 CX1957.The orthometric height was determined by GPS observations and a
 CX1957.high-resolution geoid model.
 CX1957
 CX1957.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CX1957
 CX1957.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1957
 CX1957.The ellipsoidal height was determined by GPS observations
 CX1957.and is referenced to NAD 83.
 CX1957
 CX1957.The geoid height was determined by GEOID03.
 CX1957
 CX1957;                    North         East     Units Scale Factor Converg.
 CX1957;SPC NM C     -   140,618.799   453,412.516   MT  0.99992676   -0 15 50.4
 CX1957;SPC NM C     -   461,346.84  1,487,570.90   sFT  0.99992676   -0 15 50.4
 CX1957;UTM  13      - 3,571,406.922   335,690.459   MT  0.99993294   -0 55 53.6
 CX1957
 CX1957!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1957!SPC NM C     -   0.99981595  x   0.99992676  =   0.99974272
 CX1957!UTM  13      -   0.99981595  x   0.99993294  =   0.99974890
 CX1957
 CX1957                          SUPERSEDED SURVEY CONTROL
 CX1957
 CX1957  ELLIP H (12/21/93) 1172.37   (m)                       GP(       ) 4 1
 CX1957  NAD 83(1986)-  32 16 02.50688(N)    106 44 40.24284(W) AD(       ) 1
 CX1957
 CX1957.Superseded values are not recommended for survey control.
 CX1957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1957.See file dsdata.txt to determine how the superseded data were derived.
 CX1957
 CX1957_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR3569071407(NAD 83)
 CX1957_MARKER: DD = SURVEY DISK
 CX1957_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CX1957_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CX1957_STAMPING: 1991 NO. 2 GPS MON.
 CX1957_MARK LOGO: NM0470
 CX1957_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CX1957_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX1957_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CX1957+SATELLITE: SATELLITE OBSERVATIONS - 1991
 CX1957
 CX1957  HISTORY     - Date     Condition        Report By
 CX1957  HISTORY     - 1991     MONUMENTED       NM0470
 CX1957
 CX1957                          STATION DESCRIPTION
 CX1957
 CX1957'DESCRIBED BY CITY OF LAS CRUCES NEW MEXICO 1991
 CX1957'THE STATION IS LOCATED ABOUT 4 MI (6.4 KM) SOUTHEAST OF DOWNTOWN LAS
 CX1957'CRUCES.
 CX1957'TO REACH THE STATION FROM THE INTERCHANGE OF I-10 AND UNIVERSITY
 CX1957'AVENUE IN LAS CRUCES GO WEST ON UNIVERSITY AVENUE 200 FT (61.0 M) TO
 CX1957'SOUTH MAIN STREET (N.M. HIGHWAY 478). GO SOUTH ON SOUTH MAIN STREET
 CX1957'0.4 MI (0.6 KM) TO UNION AVENUE.  GO EAST ON UNION AVENUE 0.3 MI
 CX1957'(0.5 KM) TO STERN DRIVE. GO SOUTH ON STERN DRIVE 1.2 MI (1.9 KM) TO
 CX1957'AGAVE DRIVE, WHICH IS THE ENTRANCE TO THE ESTADOS SERENOS
 CX1957'SUBDIVISION.  GO WEST ON AGAVE DRIVE 400 FT (121.9 M) TO THE STATION
 CX1957'ON THE LEFT.
 CX1957'THE STATION IS 1 FT (0.3 M) EAST OF THE EAST BOUNDARY OF THE
 CX1957'SUBDIVISION AND IS 25 FT (7.6 M) SOUTH OF THE ENTRANCE SIGN TO THE
 CX1957'SUBDIVISION.
 CX1957'THE STATION IS AN ALUMINUM DISK SET IN AN IRON PIPE DRIVEN AT LEAST 1
 CX1957'M (3.3 FT) INTO THE GROUND AND STAMPED ---1991 NO. 2  GPS MON.---.
 CX1957'STATION IS RECESSED 6 IN INSIDE AN ALUMINUM, HINGED COVER WHICH IS
 CX1957'EMBEDDED IN A MASS OF CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1971 ***********************************************************************
 CX1971  DESIGNATION -  GPS 21
 CX1971  PID         -  CX1971
 CX1971  STATE/COUNTY-  NM/DONA ANA
 CX1971  USGS QUAD   -  LAS CRUCES (1978)
 CX1971
 CX1971                         *CURRENT SURVEY CONTROL
 CX1971  ___________________________________________________________________
 CX1971* NAD 83(1992)-  32 22 07.69912(N)    106 46 50.05350(W)     ADJUSTED  
 CX1971* NAVD 88     -      1243.2    (meters)    4079.     (feet)  GPS OBS   
 CX1971  ___________________________________________________________________
 CX1971  X           -  -1,557,085.578 (meters)                     COMP
 CX1971  Y           -  -5,163,644.012 (meters)                     COMP
 CX1971  Z           -   3,395,696.750 (meters)                     COMP
 CX1971  LAPLACE CORR-           2.85  (seconds)                    DEFLEC99
 CX1971  ELLIP HEIGHT-        1219.39  (meters)          (09/28/01) GPS OBS
 CX1971  GEOID HEIGHT-         -23.85  (meters)                     GEOID03
 CX1971
 CX1971  HORZ ORDER  -  FIRST
 CX1971  ELLP ORDER  -  FOURTH    CLASS I
 CX1971
 CX1971.The horizontal coordinates were established by GPS observations
 CX1971.and adjusted by the National Geodetic Survey in December 1993..
 CX1971
 CX1971.The orthometric height was determined by GPS observations and a
 CX1971.high-resolution geoid model.
 CX1971
 CX1971.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CX1971
 CX1971.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1971
 CX1971.The ellipsoidal height was determined by GPS observations
 CX1971.and is referenced to NAD 83.
 CX1971
 CX1971.The geoid height was determined by GEOID03.
 CX1971
 CX1971;                    North         East     Units Scale Factor Converg.
 CX1971;SPC NM C     -   151,883.536   450,071.140   MT  0.99993073   -0 17 02.6
 CX1971;SPC NM C     -   498,304.57  1,476,608.40   sFT  0.99993073   -0 17 02.6
 CX1971;UTM  13      - 3,582,709.998   332,480.701   MT  0.99994607   -0 57 12.5
 CX1971
 CX1971!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1971!SPC NM C     -   0.99980858  x   0.99993073  =   0.99973932
 CX1971!UTM  13      -   0.99980858  x   0.99994607  =   0.99975466
 CX1971
 CX1971                          SUPERSEDED SURVEY CONTROL
 CX1971
 CX1971  ELLIP H (12/21/93) 1219.34   (m)                       GP(       ) 4 1
 CX1971  NAD 83(1986)-  32 22 07.70617(N)    106 46 50.05417(W) AD(       ) 1
 CX1971
 CX1971.Superseded values are not recommended for survey control.
 CX1971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1971.See file dsdata.txt to determine how the superseded data were derived.
 CX1971
 CX1971_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR3248182710(NAD 83)
 CX1971_MARKER: DD = SURVEY DISK
 CX1971_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CX1971_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CX1971_STAMPING: 1991 NO. 21 GPS MON.
 CX1971_MARK LOGO: NM0470
 CX1971_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CX1971_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX1971_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CX1971+SATELLITE: SATELLITE OBSERVATIONS - 1991
 CX1971
 CX1971  HISTORY     - Date     Condition        Report By
 CX1971  HISTORY     - 1991     MONUMENTED       NM0470
 CX1971
 CX1971                          STATION DESCRIPTION
 CX1971
 CX1971'DESCRIBED BY CITY OF LAS CRUCES NEW MEXICO 1991
 CX1971'THE STATION IS LOCATED ABOUT 3.5 MI (5.6 KM) NORTH OF DOWNTOWN LAS
 CX1971'CRUCES.
 CX1971'TO REACH THE STATION FROM THE INTERCHANGE OF I-25 AND NORTH MAIN
 CX1971'STREET (U.S. HIGHWAY 70), GO NORTH ON NORTH MAIN STREET 0.4 MI
 CX1971'(0.6 KM) TO DEL REY BOULEVARD, GO NORTH ON DEL REY 1.3 MI (2.1 KM) TO
 CX1971'A POINT APPROXIMATELY 1500 FT (457.2 M) NORTH OF THE NORTH BOUNDARY
 CX1971'OF THE HONEYWELL PLANT TO THE STATION ON THE LEFT.
 CX1971'THE STATION IS 5 FT (1.5 M) EAST OF THE WEST RIGHT OF WAY LINE OF DEL
 CX1971'REY. THE STATION IS DIRECTLY OPPOSITE A DIRT ROAD WITH GATE ON THE
 CX1971'EAST SIDE OF DEL REY.
 CX1971'THE STATION IS AN ALUMINUM DISK SET IN AN IRON PIPE DRIVEN AT LEAST 1
 CX1971'M (3.3 FT) INTO THE GROUND AND STAMPED ---1991 NO.21 GPS MON.---.
 CX1971'STATION IS RECESSED 6 IN INSIDE AN ALUMINUM, HINGED COVER WHICH IS
 CX1971'EMBEDDED IN A MASS OF CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1974 ***********************************************************************
 CX1974  DESIGNATION -  GPS 24
 CX1974  PID         -  CX1974
 CX1974  STATE/COUNTY-  NM/DONA ANA
 CX1974  USGS QUAD   -  ORGAN PEAK NW (1955)
 CX1974
 CX1974                         *CURRENT SURVEY CONTROL
 CX1974  ___________________________________________________________________
 CX1974* NAD 83(1992)-  32 23 16.16526(N)    106 42 28.86211(W)     ADJUSTED  
 CX1974* NAVD 88     -      1345.0    (meters)    4413.     (feet)  GPS OBS   
 CX1974  ___________________________________________________________________
 CX1974  X           -  -1,550,245.635 (meters)                     COMP
 CX1974  Y           -  -5,164,612.093 (meters)                     COMP
 CX1974  Z           -   3,397,532.800 (meters)                     COMP
 CX1974  LAPLACE CORR-           2.43  (seconds)                    DEFLEC99
 CX1974  ELLIP HEIGHT-        1321.29  (meters)          (09/28/01) GPS OBS
 CX1974  GEOID HEIGHT-         -23.72  (meters)                     GEOID03
 CX1974
 CX1974  HORZ ORDER  -  FIRST
 CX1974  ELLP ORDER  -  FOURTH    CLASS I
 CX1974
 CX1974.The horizontal coordinates were established by GPS observations
 CX1974.and adjusted by the National Geodetic Survey in December 1993..
 CX1974
 CX1974.The orthometric height was determined by GPS observations and a
 CX1974.high-resolution geoid model.
 CX1974
 CX1974.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CX1974
 CX1974.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1974
 CX1974.The ellipsoidal height was determined by GPS observations
 CX1974.and is referenced to NAD 83.
 CX1974
 CX1974.The geoid height was determined by GEOID03.
 CX1974
 CX1974;                    North         East     Units Scale Factor Converg.
 CX1974;SPC NM C     -   153,960.832   456,907.787   MT  0.99992289   -0 14 43.2
 CX1974;SPC NM C     -   505,119.83  1,499,038.30   sFT  0.99992289   -0 14 43.2
 CX1974;UTM  13      - 3,584,707.268   339,341.193   MT  0.99991830   -0 54 54.3
 CX1974
 CX1974!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1974!SPC NM C     -   0.99979259  x   0.99992289  =   0.99971549
 CX1974!UTM  13      -   0.99979259  x   0.99991830  =   0.99971090
 CX1974
 CX1974                          SUPERSEDED SURVEY CONTROL
 CX1974
 CX1974  ELLIP H (12/21/93) 1321.24   (m)                       GP(       ) 4 1
 CX1974  NAD 83(1986)-  32 23 16.17239(N)    106 42 28.86265(W) AD(       ) 1
 CX1974
 CX1974.Superseded values are not recommended for survey control.
 CX1974.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1974.See file dsdata.txt to determine how the superseded data were derived.
 CX1974
 CX1974_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR3934184707(NAD 83)
 CX1974_MARKER: DD = SURVEY DISK
 CX1974_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CX1974_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CX1974_STAMPING: 1991 NO. 24 GPS MON.
 CX1974_MARK LOGO: NM0470
 CX1974_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CX1974_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX1974_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CX1974+SATELLITE: SATELLITE OBSERVATIONS - 1991
 CX1974
 CX1974  HISTORY     - Date     Condition        Report By
 CX1974  HISTORY     - 1991     MONUMENTED       NM0470
 CX1974
 CX1974                          STATION DESCRIPTION
 CX1974
 CX1974'DESCRIBED BY CITY OF LAS CRUCES NEW MEXICO 1991
 CX1974'THE STATION IS LOCATED ABOUT 7 MI (11.3 KM) NORTHEAST OF DOWNTOWN LAS
 CX1974'CRUCES IN THE RIGHT OF WAY OF U.S. HIGHWAY 70.
 CX1974'TO REACH THE STATION FROM THE INTERCHANGE OF I-25 AND NORTH MAIN
 CX1974'STREET (U.S. HIGHWAY 70) IN LAS CRUCES, GO NORTH ON NORTH MAIN STREET
 CX1974'4.5 MI (7.2 KM) TO THE STATION ON THE LEFT.
 CX1974'THE STATION IS 240 FT (73.2 M) WEST OF MESA DRIVE.  THE STATION IS
 CX1974'SOUTH OF THE RIGHT OF WAY FENCE ON THE NORTH SIDE OF U.S. 70.
 CX1974'THE STATION IS AN ALUMINUM  DISK SET IN AN IRON PIPE DRIVEN AT LEAST 1
 CX1974'M (3.3 FT) INTO THE GROUND AND STAMPED ---1991 NO. 24 GPS MON.---.
 CX1974'STATION IS RECESSED 6 IN BENEATH AN ALUMINUM, HINGED COVER WHICH IS
 CX1974'EMBEDDED IN A MASS OF CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1958 ***********************************************************************
 CX1958  DESIGNATION -  GPS 3
 CX1958  PID         -  CX1958
 CX1958  STATE/COUNTY-  NM/DONA ANA
 CX1958  USGS QUAD   -  TORTUGAS MTN (1955)
 CX1958
 CX1958                         *CURRENT SURVEY CONTROL
 CX1958  ___________________________________________________________________
 CX1958* NAD 83(1992)-  32 17 11.73776(N)    106 44 32.64916(W)     ADJUSTED  
 CX1958* NAVD 88     -      1222.4    (meters)    4010.     (feet)  GPS OBS   
 CX1958  ___________________________________________________________________
 CX1958  X           -  -1,555,045.032 (meters)                     COMP
 CX1958  Y           -  -5,169,332.681 (meters)                     COMP
 CX1958  Z           -   3,387,980.525 (meters)                     COMP
 CX1958  LAPLACE CORR-           4.30  (seconds)                    DEFLEC99
 CX1958  ELLIP HEIGHT-        1198.51  (meters)          (09/28/01) GPS OBS
 CX1958  GEOID HEIGHT-         -23.86  (meters)                     GEOID03
 CX1958
 CX1958  HORZ ORDER  -  FIRST
 CX1958  ELLP ORDER  -  FOURTH    CLASS I
 CX1958
 CX1958.The horizontal coordinates were established by GPS observations
 CX1958.and adjusted by the National Geodetic Survey in December 1993..
 CX1958
 CX1958.The orthometric height was determined by GPS observations and a
 CX1958.high-resolution geoid model.
 CX1958
 CX1958.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CX1958
 CX1958.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1958
 CX1958.The ellipsoidal height was determined by GPS observations
 CX1958.and is referenced to NAD 83.
 CX1958
 CX1958.The geoid height was determined by GEOID03.
 CX1958
 CX1958;                    North         East     Units Scale Factor Converg.
 CX1958;SPC NM C     -   142,750.493   453,621.038   MT  0.99992652   -0 15 46.9
 CX1958;SPC NM C     -   468,340.58  1,488,255.02   sFT  0.99992652   -0 15 46.9
 CX1958;UTM  13      - 3,573,536.054   335,923.810   MT  0.99993199   -0 55 51.3
 CX1958
 CX1958!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1958!SPC NM C     -   0.99981185  x   0.99992652  =   0.99973839
 CX1958!UTM  13      -   0.99981185  x   0.99993199  =   0.99974386
 CX1958
 CX1958|---------------------------------------------------------------------|
 CX1958| PID    Reference Object                     Distance      Geod. Az  |
 CX1958|                                                           dddmmss.s |
 CX1958| CX1976 GPS 3 AZ MK                         283.318 METERS 06159     |
 CX1958|---------------------------------------------------------------------|
 CX1958
 CX1958                          SUPERSEDED SURVEY CONTROL
 CX1958
 CX1958  ELLIP H (12/21/93) 1198.46   (m)                       GP(       ) 4 1
 CX1958  NAD 83(1986)-  32 17 11.74560(N)    106 44 32.64888(W) AD(       ) 1
 CX1958
 CX1958.Superseded values are not recommended for survey control.
 CX1958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1958.See file dsdata.txt to determine how the superseded data were derived.
 CX1958
 CX1958_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR3592473536(NAD 83)
 CX1958_MARKER: DD = SURVEY DISK
 CX1958_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CX1958_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CX1958_STAMPING: 1991 NO. 3 GPS MON.
 CX1958_MARK LOGO: NM0470
 CX1958_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CX1958_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX1958_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CX1958+SATELLITE: SATELLITE OBSERVATIONS - 1991
 CX1958
 CX1958  HISTORY     - Date     Condition        Report By
 CX1958  HISTORY     - 1991     MONUMENTED       NM0470
 CX1958
 CX1958                          STATION DESCRIPTION
 CX1958
 CX1958'DESCRIBED BY CITY OF LAS CRUCES NEW MEXICO 1991
 CX1958'THE STATION IS LOCATED ABOUT 3 MI (4.8 KM) SOUTHEAST OF DOWNTOWN LAS
 CX1958'CRUCES.
 CX1958'TO REACH THE STATION FROM THE INTERCHANGE OF I-25 AND UNIVERSITY
 CX1958'AVENUE IN LAS CRUCES GO WEST ON UNIVERSITY AVENUE 0.3 MI (0.5 KM) TO
 CX1958'TRIVIZ DRIVE, WHICH IS THE WEST FRONTAGE ROAD OF I-25.  GO NORTH AND
 CX1958'EAST ON TRIVIZ DRIVE 0.1 MI (0.2 KM) TO THE STATION ON THE RIGHT.
 CX1958'THE STATION IS 10 FT (3.0 M) SOUTH OF THE SOUTH CURB ON TRIVIZ DRIVE
 CX1958'AND DIRECTLY OPPOSITE THE EAST CURB LINE OF AN ENTRANCE TO A
 CX1958'RESTAURAUNT.
 CX1958'THE STATION IS AN ALUMINUM DISK SET IN AN IRON PIPE DRIVEN AT LEAST 1
 CX1958'M (3.3 FT) INTO THE GROUND AND STAMPED ---1991 NO. 3 GPS MON.---.
 CX1958'STATION IS RECESSED 0.5 FT (0.2 M) INSIDE AN ALUMINUM, HINGED COVER
 CX1958'WHICH IS EMBEDDED IN A MASS OF CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1976 ***********************************************************************
 CX1976  DESIGNATION -  GPS 3 AZ MK
 CX1976  PID         -  CX1976
 CX1976  STATE/COUNTY-  NM/DONA ANA
 CX1976  USGS QUAD   -  TORTUGAS MTN (1955)
 CX1976
 CX1976                         *CURRENT SURVEY CONTROL
 CX1976  ___________________________________________________________________
 CX1976* NAD 83(1992)-  32 17 16.05791(N)    106 44 23.09014(W)     ADJUSTED  
 CX1976* NAVD 88     -      1230.9    (meters)    4038.     (feet)  GPS OBS   
 CX1976  ___________________________________________________________________
 CX1976  X           -  -1,554,787.058 (meters)                     COMP
 CX1976  Y           -  -5,169,343.538 (meters)                     COMP
 CX1976  Z           -   3,388,097.586 (meters)                     COMP
 CX1976  LAPLACE CORR-           4.32  (seconds)                    DEFLEC99
 CX1976  ELLIP HEIGHT-        1207.01  (meters)          (09/28/01) GPS OBS
 CX1976  GEOID HEIGHT-         -23.85  (meters)                     GEOID03
 CX1976
 CX1976  HORZ ORDER  -  FIRST
 CX1976  ELLP ORDER  -  FOURTH    CLASS I
 CX1976
 CX1976.The horizontal coordinates were established by GPS observations
 CX1976.and adjusted by the National Geodetic Survey in December 1993..
 CX1976
 CX1976.The orthometric height was determined by GPS observations and a
 CX1976.high-resolution geoid model.
 CX1976
 CX1976.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CX1976
 CX1976.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1976
 CX1976.The ellipsoidal height was determined by GPS observations
 CX1976.and is referenced to NAD 83.
 CX1976
 CX1976.The geoid height was determined by GEOID03.
 CX1976
 CX1976;                    North         East     Units Scale Factor Converg.
 CX1976;SPC NM C     -   142,882.412   453,871.747   MT  0.99992623   -0 15 41.8
 CX1976;SPC NM C     -   468,773.38  1,489,077.56   sFT  0.99992623   -0 15 41.8
 CX1976;UTM  13      - 3,573,665.042   336,176.041   MT  0.99993097   -0 55 46.3
 CX1976
 CX1976!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1976!SPC NM C     -   0.99981052  x   0.99992623  =   0.99973676
 CX1976!UTM  13      -   0.99981052  x   0.99993097  =   0.99974150
 CX1976
 CX1976|---------------------------------------------------------------------|
 CX1976| PID    Reference Object                     Distance      Geod. Az  |
 CX1976|                                                           dddmmss.s |
 CX1976| CX1958 GPS 3                               283.318 METERS 24159     |
 CX1976|---------------------------------------------------------------------|
 CX1976
 CX1976                          SUPERSEDED SURVEY CONTROL
 CX1976
 CX1976  ELLIP H (12/21/93) 1206.96   (m)                       GP(       ) 4 1
 CX1976  NAD 83(1986)-  32 17 16.06581(N)    106 44 23.08979(W) AD(       ) 1
 CX1976
 CX1976.Superseded values are not recommended for survey control.
 CX1976.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1976.See file dsdata.txt to determine how the superseded data were derived.
 CX1976
 CX1976_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR3617673665(NAD 83)
 CX1976_MARKER: DD = SURVEY DISK
 CX1976_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CX1976_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CX1976_STAMPING: GPS 3AZ
 CX1976_MARK LOGO: NM0470
 CX1976_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CX1976_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX1976_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CX1976+SATELLITE: SATELLITE OBSERVATIONS - 1991
 CX1976
 CX1976  HISTORY     - Date     Condition        Report By
 CX1976  HISTORY     - 1991     MONUMENTED       NM0470
 CX1976
 CX1976                          STATION DESCRIPTION
 CX1976
 CX1976'DESCRIBED BY CITY OF LAS CRUCES NEW MEXICO 1991
 CX1976'THE STATION IS LOCATED ABOUT 3 MI (4.8 KM) SOUTHEAST OF DOWNTOWN LAS
 CX1976'CRUCES.
 CX1976'TO REACH THE STATION FROM THE INTERCHANGE OF I-25 AND UNIVERSITY
 CX1976'AVENUE IN LAS CRUCES, GO NORTH ALONG THE WEST SIDE OF THE SOUTHBOUND
 CX1976'I-25 OFF RAMP TO A POINT OPPOSITE THE NORTH END OF THE CENTER ISLAND.
 CX1976'THE STATION IS 3 FT (0.9 M) WEST OF THE WEST CURB OF THE OFF-RAMP.
 CX1976'THE STATION IS AN ALUMINUM DISK STAMPED ---GPS 3AZ---, WHICH IS SET ON
 CX1976'A STEEL ROD DRIVEN AT LEAST 1 M (3.3 FT) INTO THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1960 ***********************************************************************
 CX1960  DESIGNATION -  GPS 7
 CX1960  PID         -  CX1960
 CX1960  STATE/COUNTY-  NM/DONA ANA
 CX1960  USGS QUAD   -  LAS CRUCES (1978)
 CX1960
 CX1960                         *CURRENT SURVEY CONTROL
 CX1960  ___________________________________________________________________
 CX1960* NAD 83(1992)-  32 18 36.67804(N)    106 49 52.52539(W)     ADJUSTED  
 CX1960* NAVD 88     -      1186.9    (meters)    3894.     (feet)  GPS OBS   
 CX1960  ___________________________________________________________________
 CX1960  X           -  -1,562,646.168 (meters)                     COMP
 CX1960  Y           -  -5,165,547.644 (meters)                     COMP
 CX1960  Z           -   3,390,173.502 (meters)                     COMP
 CX1960  LAPLACE CORR-           1.08  (seconds)                    DEFLEC99
 CX1960  ELLIP HEIGHT-        1162.85  (meters)          (09/28/01) GPS OBS
 CX1960  GEOID HEIGHT-         -24.03  (meters)                     GEOID03
 CX1960
 CX1960  HORZ ORDER  -  FIRST
 CX1960  ELLP ORDER  -  FOURTH    CLASS I
 CX1960
 CX1960.The horizontal coordinates were established by GPS observations
 CX1960.and adjusted by the National Geodetic Survey in December 1993..
 CX1960
 CX1960.The orthometric height was determined by GPS observations and a
 CX1960.high-resolution geoid model.
 CX1960
 CX1960.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CX1960
 CX1960.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1960
 CX1960.The ellipsoidal height was determined by GPS observations
 CX1960.and is referenced to NAD 83.
 CX1960
 CX1960.The geoid height was determined by GEOID03.
 CX1960
 CX1960;                    North         East     Units Scale Factor Converg.
 CX1960;SPC NM C     -   145,408.622   445,265.978   MT  0.99993693   -0 18 38.5
 CX1960;SPC NM C     -   477,061.45  1,460,843.46   sFT  0.99993693   -0 18 38.5
 CX1960;UTM  13      - 3,576,291.477   327,600.168   MT  0.99996653   -0 58 44.6
 CX1960
 CX1960!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1960!SPC NM C     -   0.99981745  x   0.99993693  =   0.99975439
 CX1960!UTM  13      -   0.99981745  x   0.99996653  =   0.99978399
 CX1960
 CX1960                          SUPERSEDED SURVEY CONTROL
 CX1960
 CX1960  ELLIP H (12/21/93) 1162.80   (m)                       GP(       ) 4 1
 CX1960  NAD 83(1986)-  32 18 36.68534(N)    106 49 52.52712(W) AD(       ) 1
 CX1960
 CX1960.Superseded values are not recommended for survey control.
 CX1960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1960.See file dsdata.txt to determine how the superseded data were derived.
 CX1960
 CX1960_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR2760076291(NAD 83)
 CX1960_MARKER: DD = SURVEY DISK
 CX1960_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CX1960_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CX1960_STAMPING: 1991 NO. 7 GPS MON.
 CX1960_MARK LOGO: NM0470
 CX1960_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CX1960_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX1960_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CX1960+SATELLITE: SATELLITE OBSERVATIONS - 1991
 CX1960
 CX1960  HISTORY     - Date     Condition        Report By
 CX1960  HISTORY     - 1991     MONUMENTED       NM0470
 CX1960  HISTORY     - 19961223 GOOD             USPSQD
 CX1960
 CX1960                          STATION DESCRIPTION
 CX1960
 CX1960'DESCRIBED BY CITY OF LAS CRUCES NEW MEXICO 1991
 CX1960'THE STATION IS LOCATED ABOUT 2 MI (3.2 KM) WEST OF DOWNTOWN LAS
 CX1960'CRUCES.
 CX1960'TO REACH THE STATION FROM THE INTERCHANGE OF I-10 AND MOTEL BOULEVARD
 CX1960'(STATE HIGHWAY NO. 292), GO NORTH ON MOTEL BOULEVARD 1.2 MI (1.9 KM)
 CX1960'TO PICACHO AVENUE (U.S. HIGHWAY 70), GO WEST ON PICACHO AVENUE 0.9 MI
 CX1960'(1.4 KM) TO RIVERSIDE DRIVE, WHICH IS THE FIRST ROAD WEST OF THE
 CX1960'LEVEE FOR THE RIO GRANDE RIVER, GO NORTH ON RIVERSIDE DRIVE 100 FT
 CX1960'(30.5 M) TO THE STATION ON THE LEFT.
 CX1960'THE STATION IS 24 FT (7.3 M) EAST OF THE CENTER OF AN IRRIGATION DITCH
 CX1960'AND 83.5 FT (25.5 M) SOUTHWEST OF THE CORNER OF A BUILDING.
 CX1960'THE STATION IS AN ALUMINUM DISK SET IN AN IRON PIPE DRIVEN AT LEAST 1
 CX1960'M (3.3 FT) INTO THE GROUND AND STAMPED ---1991 NO. 7 GPS MON.---.
 CX1960'STATION IS RECESSED 6 IN INSIDE AN ALUMINUM, HINGED COVER WHICH IS
 CX1960'EMBEDDED IN A MASS OF CONCRETE.
 CX1960
 CX1960                          STATION RECOVERY (1996)
 CX1960
 CX1960'RECOVERY NOTE BY US POWER SQUADRON 1996
 CX1960'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0875 ***********************************************************************
 CV0875  DESIGNATION -  GRAHAM
 CV0875  PID         -  CV0875
 CV0875  STATE/COUNTY-  NM/LEA
 CV0875  USGS QUAD   -  DOG LAKE (1985)
 CV0875
 CV0875                         *CURRENT SURVEY CONTROL
 CV0875  ___________________________________________________________________
 CV0875* NAD 83(1992)-  32 47 44.13947(N)    103 39 33.80770(W)     ADJUSTED  
 CV0875* NAVD 88     -      1271.7    (meters)    4172.     (feet)  VERTCON   
 CV0875  ___________________________________________________________________
 CV0875  LAPLACE CORR-           2.66  (seconds)                    DEFLEC99
 CV0875  GEOID HEIGHT-         -22.23  (meters)                     GEOID03
 CV0875
 CV0875  HORZ ORDER  -  FIRST
 CV0875
 CV0875.The horizontal coordinates were established by classical geodetic methods
 CV0875.and adjusted by the National Geodetic Survey in December 1993..
 CV0875
 CV0875.The NAVD 88 height was computed by applying the VERTCON shift value to
 CV0875.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CV0875
 CV0875.The Laplace correction was computed from DEFLEC99 derived deflections.
 CV0875
 CV0875.The geoid height was determined by GEOID03.
 CV0875
 CV0875;                    North         East     Units Scale Factor Converg.
 CV0875;SPC NM E     -   199,287.570   228,121.769   MT  0.99995820   +0 21 54.2
 CV0875;SPC NM E     -   653,829.30    748,429.50   sFT  0.99995820   +0 21 54.2
 CV0875;UTM  13      - 3,629,422.394   625,526.850   MT  0.99979429   +0 43 34.4
 CV0875
 CV0875!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CV0875!SPC NM E     -   0.99980387  x   0.99995820  =   0.99976207
 CV0875!UTM  13      -   0.99980387  x   0.99979429  =   0.99959820
 CV0875
 CV0875|---------------------------------------------------------------------|
 CV0875| PID    Reference Object                     Distance      Geod. Az  |
 CV0875|                                                           dddmmss.s |
 CV0875| CH9459 GRAHAM RM 1                          32.205 METERS 06557     |
 CV0875| CH9458 GRAHAM AZ MK                                       1143821.9 |
 CV0875| CH9460 GRAHAM RM 2                          37.542 METERS 34210     |
 CV0875|---------------------------------------------------------------------|
 CV0875
 CV0875                          SUPERSEDED SURVEY CONTROL
 CV0875
 CV0875  NAD 83(1986)-  32 47 44.15454(N)    103 39 33.80232(W) AD(       ) 1
 CV0875  NAD 27      -  32 47 43.72000(N)    103 39 31.98600(W) AD(       ) 1
 CV0875  NGVD 29 (07/19/86) 1271.2    (m)         4171.     (f) VERT ANG       
 CV0875
 CV0875.Superseded values are not recommended for survey control.
 CV0875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0875.See file dsdata.txt to determine how the superseded data were derived.
 CV0875
 CV0875_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFS2552729422(NAD 83)
 CV0875_MARKER: DS = TRIANGULATION STATION DISK
 CV0875_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0875
 CV0875  HISTORY     - Date     Condition        Report By
 CV0875  HISTORY     - 1935     MONUMENTED       CGS
 CV0875  HISTORY     - 1975     GOOD             NGS
 CV0875
 CV0875                          STATION DESCRIPTION
 CV0875
 CV0875'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 CV0875'ABOUT 21 MILES AIR LINE SOUTHWEST OF LOVINGTON, IN THE NW
 CV0875'1/4 SEC. 34, T. 17 S., R. 33 E., ABOUT 50 YARDS NORTH OF
 CV0875'THE TOP EDGE OF THE BREAKS, 1-1/2 MILES FROM A VISIBLE RANCH
 CV0875'HOUSE IN THE VALLEY, AND 40 FEET EAST OF A NORTH-SOUTH FENCE.
 CV0875'TO REACH THE STATION PROCEED AS IN DESCRIPTION OF STATION
 CV0875'LEE TO THE RUINS OF AN OLD HOUSE WHERE BENCH MARK H 38
 CV0875'(U.S.G.S.) AND GENERAL LAND OFFICE STATION ARE LOCATED, FOLLOW
 CV0875'MAIN TRACK ROAD NORTHWEST 5.6 MILES, GO WEST ALONG
 CV0875'SOUTH SIDE OF FENCE 0.4 MILE TO A FENCE CORNER AND THE
 CV0875'GENERAL LAND OFFICE MARK FOR SECTIONS 27, 28, 33 AND 34, T.
 CV0875'17 S., R. 33 E., GO SOUTH 0.2 MILE ON EAST SIDE OF
 CV0875'NORTH-SOUTH FENCE TO STATION.  THE SURFACE, UNDERGROUND,
 CV0875'REFERENCE AND AZIMUTH MARKS ARE STANDARD DISKS SET IN
 CV0875'CONCRETE.  REFERENCE MARK NO. 1
 CV0875'IS 105.68 FEET FROM STATION, AND
 CV0875'NO. 2 IS 1-1/2 FEET EAST OF A NORTH-SOUTH FENCE LINE, AND
 CV0875'123.17 FEET FROM STATION.  THE
 CV0875'AZIMUTH MARK IS 150 FEET SOUTH OF THE INTERSECTION OF TRACK
 CV0875'ROADS, 50 YARDS EAST OF THE TOP EDGE OF THE BREAKS, AND 0.5
 CV0875'MILE FROM STATION.  THE
 CV0875'GENERAL LAND OFFICE MARK, THE CORNER COMMON TO SECTIONS
 CV0875'27, 28, 33, AND 34, T. 17 S., R. 33 E., IS A STANDARD GENERAL
 CV0875'LAND OFFICE IRON PIPE WITH A CAP, AND IS IN THE CORNER OF THE
 CV0875'INTERSECTION OF A NORTH-SOUTH AND AN EAST-WEST FENCE, 0.2
 CV0875'MILE FROM STATION N 02 DEG 13 MIN W.  THE
 CV0875'MARK IS SET AT AN ANGLE AND THE DIRECTION IS MEASURED TO
 CV0875'THE TOP OF CAP.
 CV0875
 CV0875                          STATION RECOVERY (1975)
 CV0875
 CV0875'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (JRS)
 CV0875'THE STATION MARK, REFERENCE MARKS 1, 2 AND THE AZIMUTH
 CV0875'MARK WERE RECOVERED IN GOOD CONDITION.  THE 1975 DATA CHECKED
 CV0875'THE 1935 DATA WITHIN SPECIFICATIONS.  DUE TO CHANGES IN
 CV0875'THE AREA A NEW DESCRIPTION FOLLOWS.
 CV0875'
 CV0875'THE STATION IS LOCATED ABOUT 7-1/4 MILES SOUTH OF
 CV0875'U.S. HIGHWAY 82, 7-1/2 MILES SOUTHEAST OF MALJAMAR, 21 MILES
 CV0875'SOUTHWEST OF LOVINGTON AND ON PROPERTY OWNED BY MR. GARY
 CV0875'CAVINESS WHOSE TELEPHONE NUMBER IS 676-2161.
 CV0875'
 CV0875'TO REACH THE STATION FROM THE POST OFFICE IN MALJAMAR, GO SOUTH
 CV0875'ON STATE HIGHWAY 33 FOR 0.65 MILE TO A SIDE ROAD LEFT.  TURN LEFT
 CV0875'AND GO SOUTHEAST ON A PAVED ROAD FOR 4.6 MILES TO A SIDE ROAD
 CV0875'LEFT.  CONTINUE SOUTHEAST ON THE PAVED ROAD FOR 1.4 MILES TO A
 CV0875'SIDE ROAD RIGHT AT A CURVE.  CONTINUE EAST ON THE PAVED ROAD FOR
 CV0875'1.1 MILES TO A CATTLE GUARD AT THE TOP OF A HILL.  CONTINUE EAST
 CV0875'FOR 0.9 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO SOUTH ON A
 CV0875'BLADED ROAD FOR 0.65 MILE TO A FORK.  (TO REACH THE AZIMUTH MARK
 CV0875'FROM THIS POINT, TAKE THE LEFT FORK AND GO SOUTHEAST FOR 0.35
 CV0875'MILE TO THE MARK ON THE LEFT.) BEAR RIGHT AND GO SOUTHWEST AND
 CV0875'WEST FOR 0.3 MILE TO A SIDE ROAD RIGHT JUST BEFORE THE ROAD
 CV0875'STARTS DOWNHILL.  TURN RIGHT AND GO WEST FOR 0.05 MILE
 CV0875'TO THE END OF THE ROAD AT AN ABANDONED OIL WELL.  CONTINUE WEST,
 CV0875'ACROSS OPEN PASTURE LAND FOR 0.05 MILE TO THE STATION AT THE
 CV0875'FENCE.
 CV0875'
 CV0875'STATION MARK IS A STANDARD DISK, STAMPED GRAHAM 1935, SET
 CV0875'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT, THAT
 CV0875'PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS 31.5 FEET EAST
 CV0875'OF THE FENCE.
 CV0875'
 CV0875'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED GRAHAM NO 1 1934,
 CV0875'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT, THAT PROJECTS
 CV0875'3 INCHES ABOVE THE GROUND.  IT IS ABOUT THE SAME ELEVATION
 CV0875'AS THE STATION.
 CV0875'
 CV0875'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED GRAHAM NO 2 1934,
 CV0875'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT, THAT
 CV0875'PROJECTS 1 FOOT ABOVE THE GROUND.  IT IS 5 FEET WEST OF
 CV0875'THE FENCE AND ABOUT THE SAME ELEVATION AS THE STATION.
 CV0875'
 CV0875'AZIMUTH MARK IS A REFERENCE MARK DISK, STAMPED GRAHAM
 CV0875'AZIMUTH 1934, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE
 CV0875'MONUMENT, THAT PROJECTS 8 INCHES.  IT IS 62.5 FEET NORTHEAST OF THE
 CV0875'NORTHEAST CORNER OF A CONCRETE SLAB.
 CV0875'
 CV0875'HEIGHT OF LIGHT ABOVE STATION MARK 20.3 FEET.
 CV0875'
 CV0875'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 CV0875'7-1/2 MILES SOUTHEAST OF MALJAMAR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1763 ***********************************************************************
 CX1763  DESIGNATION -  GRAMA
 CX1763  PID         -  CX1763
 CX1763  STATE/COUNTY-  NM/SIERRA
 CX1763  USGS QUAD   -  ALIVIO (1985)
 CX1763
 CX1763                         *CURRENT SURVEY CONTROL
 CX1763  ___________________________________________________________________
 CX1763* NAD 83(1992)-  32 47 46.56965(N)    107 00 29.23415(W)     ADJUSTED  
 CX1763* NAVD 88     -      1541.     (meters)    5056.     (feet)  VERTCON   
 CX1763  ___________________________________________________________________
 CX1763  LAPLACE CORR-          -0.02  (seconds)                    DEFLEC99
 CX1763  GEOID HEIGHT-         -23.56  (meters)                     GEOID03
 CX1763
 CX1763  HORZ ORDER  -  THIRD
 CX1763
 CX1763.The horizontal coordinates were established by classical geodetic methods
 CX1763.and adjusted by the National Geodetic Survey in December 1993..
 CX1763
 CX1763.The NAVD 88 height was computed by applying the VERTCON shift value to
 CX1763.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CX1763
 CX1763.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1763
 CX1763.The geoid height was determined by GEOID03.
 CX1763
 CX1763;                    North         East     Units Scale Factor Converg.
 CX1763;SPC NM W     -   199,464.346   907,290.205   MT  0.99999030   +0 26 49.2
 CX1763;SPC NM W     -   654,409.28  2,976,667.95   sFT  0.99999030   +0 26 49.2
 CX1763;UTM  13      - 3,630,487.002   311,963.766   MT  1.00003599   -1 05 16.9
 CX1763
 CX1763!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1763!SPC NM W     -   0.99976187  x   0.99999030  =   0.99975217
 CX1763!UTM  13      -   0.99976187  x   1.00003599  =   0.99979785
 CX1763
 CX1763:                Primary Azimuth Mark                     Grid Az
 CX1763:SPC NM W     -  UPHAM                                    061 15 37.1
 CX1763:UTM  13      -  UPHAM                                    062 47 43.2
 CX1763
 CX1763|---------------------------------------------------------------------|
 CX1763| PID    Reference Object                     Distance      Geod. Az  |
 CX1763|                                                           dddmmss.s |
 CX1763| CX1759 UPHAM                               APPROX. 9.3 KM 0614226.3 |
 CX1763|---------------------------------------------------------------------|
 CX1763
 CX1763                          SUPERSEDED SURVEY CONTROL
 CX1763
 CX1763  NAD 83(1986)-  32 47 46.57626(N)    107 00 29.23972(W) AD(       ) 3
 CX1763  NAD 27      -  32 47 46.29048(N)    107 00 27.17813(W) AD(       ) 3
 CX1763  NGVD 29 (07/19/86) 1540.     (m)         5052.     (f) VERT ANG       
 CX1763
 CX1763.Superseded values are not recommended for survey control.
 CX1763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1763.See file dsdata.txt to determine how the superseded data were derived.
 CX1763
 CX1763_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS1196430487(NAD 83)
 CX1763_MARKER: DD = SURVEY DISK
 CX1763_SETTING: 66 = SET IN ROCK OUTCROP
 CX1763_SP_SET: SET IN ROCK OUTCROP
 CX1763_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CX1763+STABILITY: POSITION/ELEVATION WELL
 CX1763
 CX1763  HISTORY     - Date     Condition        Report By
 CX1763  HISTORY     - 1957     MONUMENTED       USGS
 CX1763
 CX1763                          STATION DESCRIPTION
 CX1763
 CX1763'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 CX1763'LOCATED ABOUT 7.0 MI. (AIRLINE) S. OF UPHAM, NEW MEXICO, A SMALL STOP
 CX1763'ON THE SANTA FE RAILROAD, AND ABOUT 1.3 MI. (AIRLINE) E. OF THE
 CX1763'SANTA FE RAILROAD.  ON A HIGH PROMINENT TOP.
 CX1763'
 CX1763'TO REACH FROM INTERSECTION OF U.S. HIGHWAY NO. 85 AND STATE HIGHWAY
 CX1763'NO. 51 AT TRUTH OR CONSEQUENCES, NEW MEXICO, GO E. ON HIGHWAY NO. 51
 CX1763'11.7 MI. TO A GRADED RD. S. AND --DIVIDE WELL--, GO S. ON GRADED RD.
 CX1763'0.9 MI. TO A Y-RD., TURN LEFT SE. AND GO 4.3 MI. TO A NW. RD. JUST
 CX1763'E. OF RAILROAD TRACKS, TURN RIGHT S. AND GO 18.1 MI. TO A Y-RD.,
 CX1763'TURN LEFT ON RD. PARALLELING MAIN RD. ABOUT 500 FT. THENCE E. 1.5 MI.,
 CX1763'TURN RIGHT AND GO S. 1.0 MI. CROSS COUNTRY TO A SADDLE.  PACK W. UP
 CX1763'STEEP SLOPE TO HIGHEST PART OF TOP AND STATION SITE.
 CX1763'
 CX1763'STATION MARK--A STANDARD TABLET CEMENTED IN SOLID ROCK OUTCROP,
 CX1763'STAMPED ---GRAMA 1957---, FLUSH WITH TOP OF HILL.
 CX1763'
 CX1763'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0551 ***********************************************************************
 EP0551  DESIGNATION -  GRAMMA
 EP0551  PID         -  EP0551
 EP0551  STATE/COUNTY-  NM/DE BACA
 EP0551  USGS QUAD   -  EL MORRO MESA (1982)
 EP0551
 EP0551                         *CURRENT SURVEY CONTROL
 EP0551  ___________________________________________________________________
 EP0551* NAD 83(1992)-  34 17 48.10747(N)    104 37 54.74132(W)     ADJUSTED  
 EP0551* NAVD 88     -      1474.1    (meters)    4836.     (feet)  VERTCON   
 EP0551  ___________________________________________________________________
 EP0551  LAPLACE CORR-          -2.91  (seconds)                    DEFLEC99
 EP0551  GEOID HEIGHT-         -23.18  (meters)                     GEOID03
 EP0551
 EP0551  HORZ ORDER  -  SECOND
 EP0551
 EP0551.The horizontal coordinates were established by classical geodetic methods
 EP0551.and adjusted by the National Geodetic Survey in December 1993..
 EP0551
 EP0551.The NAVD 88 height was computed by applying the VERTCON shift value to
 EP0551.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EP0551
 EP0551.The Laplace correction was computed from DEFLEC99 derived deflections.
 EP0551
 EP0551.The geoid height was determined by GEOID03.
 EP0551
 EP0551;                    North         East     Units Scale Factor Converg.
 EP0551;SPC NM E     -   365,605.308   137,518.227   MT  0.99991840   -0 10 05.6
 EP0551;SPC NM E     - 1,199,490.08    451,174.38   sFT  0.99991840   -0 10 05.6
 EP0551;UTM  13      - 3,795,115.220   533,877.204   MT  0.99961415   +0 12 26.8
 EP0551
 EP0551!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EP0551!SPC NM E     -   0.99977229  x   0.99991840  =   0.99969071
 EP0551!UTM  13      -   0.99977229  x   0.99961415  =   0.99938653
 EP0551
 EP0551|---------------------------------------------------------------------|
 EP0551| PID    Reference Object                     Distance      Geod. Az  |
 EP0551|                                                           dddmmss.s |
 EP0551| CJ6523 GRAMMA RM 1                          16.131 METERS 00504     |
 EP0551| EP0559 WRIGHT                              APPROX.19.0 KM 2315327.3 |
 EP0551| CJ6524 GRAMMA RM 2                          16.254 METERS 27510     |
 EP0551|---------------------------------------------------------------------|
 EP0551
 EP0551                          SUPERSEDED SURVEY CONTROL
 EP0551
 EP0551  NAD 83(1986)-  34 17 48.11379(N)    104 37 54.73848(W) AD(       ) 2
 EP0551  NAD 27      -  34 17 47.83560(N)    104 37 52.82330(W) AD(       ) 2
 EP0551  NGVD 29 (07/19/86) 1473.4    (m)         4834.     (f) VERT ANG       
 EP0551
 EP0551.Superseded values are not recommended for survey control.
 EP0551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EP0551.See file dsdata.txt to determine how the superseded data were derived.
 EP0551
 EP0551_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SET3387795115(NAD 83)
 EP0551_MARKER: DS = TRIANGULATION STATION DISK
 EP0551_SETTING: 80 = SET IN A BOULDER
 EP0551_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EP0551+STABILITY: SURFACE MOTION
 EP0551
 EP0551  HISTORY     - Date     Condition        Report By
 EP0551  HISTORY     - 1967     MONUMENTED       USGS
 EP0551  HISTORY     - 1967     GOOD             USGS
 EP0551
 EP0551                          STATION DESCRIPTION
 EP0551
 EP0551'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (JTD)
 EP0551'A 1966 USGS THIRD-ORDER STATION FOUND AS DESCRIBED, QUAD 251.
 EP0551'
 EP0551'REVISED DESCRIPTION--
 EP0551'
 EP0551'THE STATION IS LOCATED S 6 DEG W., ABOUT 10 MI. (AIRLINE)
 EP0551'FROM YESO, NEW MEXICO, S 61 DEG W, ABOUT 25 MI. (AIRLINE)
 EP0551'FROM FORT SUMNER, NEW MEXICO, ON TOP AND 0.2 MI. E. OF THE
 EP0551'W POINT OF A MESA, 5.0 FT. S. OF A USGS WITNESS SIGN MOUNTED
 EP0551'ON A METAL POST.  THE STATION SITE CAN BE LOCATED FROM THE
 EP0551'FORT SUMNER (NI 13-5) 1--250,000 SERIES MAP.
 EP0551'
 EP0551'TO REACH THE STATION FROM YESO, GO S ON A COUNTY RD. FOR 10.6
 EP0551'MI. TO N EDGE OF A MESA AND DIM TRACK RD. SW TO A WINDMILL.
 EP0551'TAKE TRACK RD. SW FOR 0.05 MI. TO FORK, THENCE RIGHT FOR 1.4
 EP0551'MI. TO END OF RD., THENCE W ACROSS COUNTRY FOR 0.6 MI. TO STATION.
 EP0551'
 EP0551'STATION MARK--A USGS ALUMINUM TABLET SET IN A BURIED BOULDER
 EP0551'THAT PROJECTS 0.4 FT.  THE TABLET IS STAMPED GRAMMA ET 1966 1967.
 EP0551'
 EP0551'REFERENCE MARK NO. 1--A USGS BRONZE R.M. TABLET CRIMPED TO
 EP0551'A COPPERWELD ROD DRIVEN TO REFUSAL (5 FT.), FLUSH WITH THE
 EP0551'GROUND, CENTERED IN AN ORANGEBURG TILE, 6 IN. DIAMETER, 12 IN.
 EP0551'LONG, FILLED WITH GRAVEL, STAMPED GRAMMA ET 1966 1967 NO. 1.
 EP0551'
 EP0551'REFERENCE MARK NO. 2--A USGS BRONZE R.M. TABLET CRIMPED TO A
 EP0551'COPPERWELD ROD DRIVEN TO REFUSAL (5 FT.), FLUSH WITH THE GROUND,
 EP0551'CENTERED IN AN ORANGEBURG TILE, 6 IN. DIAMETER, 12 IN. LONG,
 EP0551'FILLED WITH GRAVEL, STAMPED GRAMMA ET 1966 1967 NO. 2.
 EP0551'
 EP0551'THE HORIZONTAL DISTANCE BETWEEN REFERENCE MARK NO. 1 AND NO. 2
 EP0551'IS 75.06 FT. (22.881 METERS).
 EP0551'
 EP0551'STATION WRIGHT ET 1967 IS VISIBLE FROM THE GROUND, AT THIS STATION,
 EP0551'AND WILL SERVE AS THE AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0489 ***********************************************************************
 CX0489  DESIGNATION -  GRAND
 CX0489  PID         -  CX0489
 CX0489  STATE/COUNTY-  NM/OTERO
 CX0489  USGS QUAD   -  ELEPHANT MOUNTAIN (1955)
 CX0489
 CX0489                         *CURRENT SURVEY CONTROL
 CX0489  ___________________________________________________________________
 CX0489* NAD 83(1992)-  32 24 02.66324(N)    106 09 14.74426(W)     ADJUSTED  
 CX0489* NAVD 88     -      1327.536  (meters)    4355.42   (feet)  ADJUSTED  
 CX0489  ___________________________________________________________________
 CX0489  LAPLACE CORR-           5.22  (seconds)                    DEFLEC99
 CX0489  GEOID HEIGHT-         -23.19  (meters)                     GEOID03
 CX0489  DYNAMIC HT  -        1325.569 (meters)    4348.97  (feet)  COMP
 CX0489  MODELED GRAV-     979,111.0   (mgal)                       NAVD 88
 CX0489
 CX0489  HORZ ORDER  -  FIRST
 CX0489  VERT ORDER  -  FIRST     CLASS II
 CX0489
 CX0489.The horizontal coordinates were established by classical geodetic methods
 CX0489.and adjusted by the National Geodetic Survey in December 1993..
 CX0489
 CX0489.The orthometric height was determined by differential leveling
 CX0489.and adjusted by the National Geodetic Survey in June 1991..
 CX0489
 CX0489.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX0489
 CX0489.The geoid height was determined by GEOID03.
 CX0489
 CX0489.The dynamic height is computed by dividing the NAVD 88
 CX0489.geopotential number by the normal gravity value computed on the
 CX0489.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0489.degrees latitude (g = 980.6199 gals.).
 CX0489
 CX0489.The modeled gravity was interpolated from observed gravity values.
 CX0489
 CX0489;                    North         East     Units Scale Factor Converg.
 CX0489;SPC NM C     -   155,304.790   509,021.768   MT  0.99990100   +0 03 05.0
 CX0489;SPC NM C     -   509,529.13  1,670,015.58   sFT  0.99990100   +0 03 05.0
 CX0489;UTM  13      - 3,585,441.864   391,463.145   MT  0.99974527   -0 37 06.5
 CX0489
 CX0489!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX0489!SPC NM C     -   0.99979525  x   0.99990100  =   0.99969627
 CX0489!UTM  13      -   0.99979525  x   0.99974527  =   0.99954057
 CX0489
 CX0489:                Primary Azimuth Mark                     Grid Az
 CX0489:SPC NM C     -  GRAND AZ MK                              020 32 02.2
 CX0489:UTM  13      -  GRAND AZ MK                              021 12 13.7
 CX0489
 CX0489|---------------------------------------------------------------------|
 CX0489| PID    Reference Object                     Distance      Geod. Az  |
 CX0489|                                                           dddmmss.s |
 CX0489| CX0486 GRAND AZ MK                                        0203507.2 |
 CX0489| CX0490 GRAND RM 3                            6.693 METERS 03333     |
 CX0489| CX0487 GRAND RM 1                           13.016 METERS 11017     |
 CX0489| CX0488 GRAND RM 2                            9.510 METERS 24855     |
 CX0489| CX1584 WSPG NAVY WATER TANK                APPROX.17.9 KM 2695427.7 |
 CX0489| CX1590 ZEUS WATER TANK                     APPROX.11.7 KM 2700925.1 |
 CX0489| CX1619 NAVY 500 FOOT TOWER                 APPROX.17.9 KM 2703545.0 |
 CX0489| CX1631 LIGHT 500 FOOT TOWER                APPROX.15.7 KM 2764635.5 |
 CX0489| CX1630 SEUS 500 FOOT TOWER                 APPROX.15.7 KM 2764627.6 |
 CX0489|---------------------------------------------------------------------|
 CX0489
 CX0489                          SUPERSEDED SURVEY CONTROL
 CX0489
 CX0489  NAD 83(1986)-  32 24 02.67062(N)    106 09 14.74285(W) AD(       ) 1
 CX0489  NAD 27      -  32 24 02.32350(N)    106 09 12.79320(W) AD(       ) 1
 CX0489  NGVD 29 (??/??/92) 1326.953  (m)         4353.51   (f) ADJ UNCH    1 2
 CX0489
 CX0489.Superseded values are not recommended for survey control.
 CX0489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0489.See file dsdata.txt to determine how the superseded data were derived.
 CX0489
 CX0489_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR9146385442(NAD 83)
 CX0489_MARKER: DS = TRIANGULATION STATION DISK
 CX0489_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CX0489_SP_SET: PLATFORM
 CX0489_STAMPING: GRAND WSA BRL WSPG
 CX0489_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX0489
 CX0489  HISTORY     - Date     Condition        Report By
 CX0489  HISTORY     - 1952     MONUMENTED       CGS
 CX0489  HISTORY     - 1955     GOOD             AMS
 CX0489  HISTORY     - 1964     GOOD             CGS
 CX0489  HISTORY     - 1966     GOOD             CGS
 CX0489  HISTORY     - 1966     GOOD             NGS
 CX0489  HISTORY     - 1967     GOOD             CGS
 CX0489  HISTORY     - 1967     GOOD             CGS
 CX0489
 CX0489                          STATION DESCRIPTION
 CX0489
 CX0489'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RLE)
 CX0489'THE STATION IS LOCATED ABOUT 4.5 MILES WEST OF OROGRANDE ON
 CX0489'THE SUMMIT OF A LOW HILL, 12 FEET NORTH OF A CONCRETE BUILDING
 CX0489'AND 12 FEET WEST OF A SMALLER CONCRETE BUILDING.  IT IS A WHITE
 CX0489'SANDS PROVING GROUNDS DISK CEMENTED IN A DRILL HOLE IN A
 CX0489'CONCRETE RAMP USED FOR THE FOUNDATION OF THE TWO BUILDINGS AND
 CX0489'IS STAMPED GRAND WSA BRL WSPG.
 CX0489'
 CX0489'REFERENCE MARK NO. 1 IS 24 FEET EAST OF THE NORTHEAST CORNER
 CX0489'OF THE LARGER BUILDING AND IS ABOUT 1 FOOT HIGHER IN ELEVATION
 CX0489'THAN THE STATION.  IT IS STAMPED GRAND WSPG NO 1 1952.
 CX0489'
 CX0489'REFERENCE MARK NO. 2 IS 25 FEET WEST OF THE NORTHWEST CORNER OF
 CX0489'THE LARGER BUILDING AND IS ABOUT 5 FEET LOWER IN ELEVATION
 CX0489'THAN THE STATION.  IT IS STAMPED GRAND WSPG NO 2 1952.
 CX0489'
 CX0489'THE AZIMUTH MARK IS ON THE SOUTH SLOPE OF A SMALL KNOLL, 90
 CX0489'FEET NORTH OF A TRACK ROAD AND IS STAMPED GRAND WSPG 1952.
 CX0489'
 CX0489'TO REACH THE STATION FROM THE POST OFFICE IN OROGRANDE GO
 CX0489'SOUTH ON U.S. HIGHWAY 54 FOR 1.0 MILE TO A T ROAD RIGHT, TURN
 CX0489'RIGHT AND GO WEST ON HARD SURFACED ROAD FOR 4.4 MILES TO A FORK
 CX0489'JUST AFTER PASSING SOME ARMY BARRACKS ON RIGHT.  TAKE THE
 CX0489'LEFT ONE OF THREE FORKS AND GO SOUTH ON DIRT ROAD FOR 0.05
 CX0489'MILE TO A DIM ROAD ON RIGHT, (TURN RIGHT AND GO SOUTHWEST ON
 CX0489'DIM TRACK ROAD FOR 0.05 MILE TO AZIMUTH MARK ON SOUTH SLOPE
 CX0489'OF SMALL KNOLL AS DESCRIBED.) CONTINUE SOUTH AND SOUTHWEST
 CX0489'UP HILL FOR 0.2 MILE TO STATION BETWEEN TWO CONCRETE
 CX0489'BUILDINGS AS DESCRIBED.
 CX0489
 CX0489                          STATION RECOVERY (1955)
 CX0489
 CX0489'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1955
 CX0489'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.  THE DISK
 CX0489'SETS FLUSH IN THE CONCRETE FLOOR.
 CX0489'
 CX0489'THE STATION IS 3 FEET E OF W EDGE.  20 FEET W OF 8X9 BUILDING.
 CX0489'14 FEET NNE OF THE NW CORNER OF 21X15 FEET BUILDING.  AND
 CX0489'18 FEET SSE OF NW CORNER OF CONCRETE FLOOR.
 CX0489
 CX0489                          STATION RECOVERY (1964)
 CX0489
 CX0489'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (WRH)
 CX0489'STATION MARK, REFERENCE MARK NO. 1 AND AZIMUTH MARK WERE
 CX0489'RECOVERED AND FOUND IN GOOD CONDITION.  REFERENCE MARK NO. 2
 CX0489'COULD NOT BE FOUND SO IT IS PRESUMED IT HAS BEEN DESTROYED.
 CX0489'A NEW REFERENCE MARK NO. 3 WAS SET.
 CX0489'
 CX0489'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION--
 CX0489'
 CX0489'STATION IS LOCATED ABOUT 36 MILES SOUTH-SOUTHWEST OF ALAMOGORDO,
 CX0489'ABOUT 20 MILES EAST OF WHITE SANDS MISSILE RANGE HEADQUARTERS
 CX0489'AND ABOUT 4.5 MILES NORTHWEST OF OROGRANDE ON THE SUMMIT OF
 CX0489'A LOW HILL.
 CX0489'
 CX0489'STATION MARK IS A WHITE SANDS PROVING GROUND DISK CEMENTED
 CX0489'IN A DRILLHOLE IN A CONCRETE PAD, 13 FEET NORTH OF THE NORTH
 CX0489'EDGE OF BUILDING 24804 AND 3 FEET EAST OF THE WEST EDGE OF THE
 CX0489'CONCRETE PAD.  IT IS STAMPED GRAND WSA BRL WSPG.
 CX0489'
 CX0489'REFERENCE MARK NO. 1 IS A STANDARD DISK CEMENTED IN A DRILLHOLE
 CX0489'IN A BOULDER 23.5 FEET EAST OF THE EAST EDGE OF
 CX0489'BUILDING 24804.  IT IS STAMPED GRAND WSPG NO 1 1952 AND IS
 CX0489'ABOUT 1 FOOT HIGHER THAN THE STATION.
 CX0489'
 CX0489'REFERENCE MARK NO. 3 IS A STANDARD DISK CEMENTED IN A DRILL HOLE
 CX0489'IN A CONCRETE PAD, 11.5 FEET NORTH OF THE NORTH EDGE OF BUILDING
 CX0489'24804 AND 2 FEET NORTH OF THE NORTH EDGE OF THE CONCRETE PAD.
 CX0489'IT IS STAMPED GRAND NO 3 1964.
 CX0489'
 CX0489'THE AZIMUTH MARK IS A STANDARD DISK CEMENTED IN OUTCROPPING
 CX0489'BEDROCK.  IT IS STAMPED GRAND WSPG 1952.
 CX0489'
 CX0489'TO REACH THE STATION FROM WHITE SANDS MISSILE RANGE HEADQUARTERS
 CX0489'GO EAST ON NIKE AVE. FOR 5.5 MILES TO A FORK, TAKE RIGHT FORK
 CX0489'AND CONTINUE EAST-SOUTHEAST AND EAST FOR 14.3 MILES TO A
 CX0489'MILITARY POLICE CHECKPOINT AND A ROAD RIGHT, SOUTH, TURN
 CX0489'RIGHT AND GO SOUTH-SOUTHWEST FOR 0.3 MILE TO A REVERSE FORK,
 CX0489'KEEP RIGHT AND CONTINUE WEST TO TOP OF HILL AND THE STATION
 CX0489'AS DESCRIBED.
 CX0489'
 CX0489'TO REACH THE AZIMUTH MARK FROM THE STATION GO EAST FOR 0.1
 CX0489'MILE TO A FORK, TAKE LEFT FORK AND CONTINUE NORTHEAST FOR
 CX0489'0.2 MILE, TURN LEFT AND GO WEST ACROSS COUNTRY FOR 0.05 MILE
 CX0489'TO A SMALL KNOLL AND THE MARK AS DESCRIBED.
 CX0489
 CX0489                          STATION RECOVERY (1966)
 CX0489
 CX0489'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (CND)
 CX0489'THE STATION MARK, STAMPED GRAND WSA BRL WSPG, IS ABOUT 0.6
 CX0489'MILE SOUTH ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 CX0489'STATION AT OROGRANDE, THENCE 4.35 MILES NORTHWEST ALONG A
 CX0489'PAVED ROAD, THENCE 0.3 MILE SOUTHEAST ALONG A PAVED ROAD,
 CX0489'IN S 7, T 22 S, R 8 E, 40-1/2 FEET EAST OF ASTRODOME S 24805,
 CX0489'SET IN THE TOP AND 2.9 FEET EAST OF THE WEST EDGE OF A
 CX0489'CONCRETE PLATFORM, 15 FEET NORTHEAST OF THE NORTHWEST CORNER
 CX0489'OF BUILDING 24802, 22 FEET SOUTHWEST OF GRAND NO 3 1964,
 CX0489'43 FEET NORTHWEST OF GRAND NO 1 WSPG 1952, AND 14-1/2 FEET
 CX0489'WEST OF BUILDING 24802.
 CX0489'
 CX0489'R.M. 1, STAMPED GRAND NO 1 WSPG, IS 43 FEET SOUTHEAST OF
 CX0489'THE STATION MARK, SET IN THE TOP OF A ROCK OUTCROP WHICH PROJECTS
 CX0489'8 INCHES, 25 FEET EAST OF THE NORTHEAST CORNER OF BUILDING
 CX0489'24804, AND 21 FEET SOUTHEAST OF BUILDING 24802.
 CX0489'
 CX0489'R.M. 2 WAS SEARCHED FOR BUT NOT RECOVERED.
 CX0489'
 CX0489'R.M. 3, STAMPED GRAND NO 3 1964, IS 22 FEET NORTHEAST OF
 CX0489'THE STATION MARK, 12 FEET NORTH OF THE NORTHWEST CORNER OF
 CX0489'BUILDING 24802, AND SET IN THE TOP AND 1.7 FEET SOUTH OF THE
 CX0489'NORTH EDGE OF A CONCRETE PLATFORM.
 CX0489'
 CX0489'THE AZIMUTH MARK, STAMPED GRAND WSPG 1952, IS ABOUT 0.6 MILE
 CX0489'SOUTH ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATION
 CX0489'AT OROGRANDE, THENCE 4.35 MILES NORTHWEST ALONG A PAVED ROAD,
 CX0489'IN S 7, T 22 S, R 8 E, 239 FEET SOUTHWEST OF THE CENTER LINE
 CX0489'OF A PAVED ROAD LEADING TO ASTRODOME S 24805, 150 YARDS
 CX0489'SOUTHEAST OF GUARD HOUSE 24720, SET IN THE TOP OF A BOULDER
 CX0489'WHICH PROJECTS 7 INCHES ON THE SOUTHEAST EDGE OF A ROCKY
 CX0489'KNOLL, AND 3 FEET WEST OF A WOODEN WITNESS POST.
 CX0489
 CX0489                          STATION RECOVERY (1966)
 CX0489
 CX0489'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 CX0489'5.25 MI W FROM OROGRANDE.
 CX0489'ABOUT 0.6 MILE SOUTH ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 CX0489'STATION AT OROGRANDE, THENCE 4.35 MILES NORTHWEST ALONG A PAVED ROAD,
 CX0489'THENCE 0.3 MILE SOUTHEAST ALONG A PAVED ROAD, IN S 7, T 22 S, R 8 E,
 CX0489'40 1/2 FEET EAST OF ASTRODOME S 24805, SET IN THE TOP AND 2.9 FEET
 CX0489'EAST OF THE WEST EDGE OF A CONCRETE PLATFORM, 15 FEET NORTHEAST OF THE
 CX0489'NORTHWEST CORNER OF BUILDING 24802, 22 FEET SOUTHWEST OF GRAND NO 3
 CX0489'1964, 43 FEET NORTHWEST OF GRAND NO 1 WSPG 1952, AND 14 1/2 FEET WEST
 CX0489'OF BUILDING 24802.
 CX0489
 CX0489                          STATION RECOVERY (1967)
 CX0489
 CX0489'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (JCC)
 CX0489'ALL MARKS WERE RECOVERED IN GOOD CONDITION AND THE 1964
 CX0489'DESCRIPTION IS ENTIRELY ADEQUATE.
 CX0489
 CX0489                          STATION RECOVERY (1967)
 CX0489
 CX0489'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (JBJ)
 CX0489'THE STATION MARK, REFERENCE MARK 1 AND THE AZIMUTH WERE FOUND
 CX0489'IN GOOD IN GOOD CONDITION.  REFERENCE MARK 2 HAS BEEN DESTROYED.
 CX0489'A REFERENCE MARK 3 WAS FOUND, HOWEVER WE HAVE NO RECORD OF
 CX0489'THIS MARK.  THE ORIGINAL AZIMUTH MARK IS OBSTRUCTED BY A VAN
 CX0489'CONTAINING ELECTRICAL EQUIPMENT.  BENCH MARK B 243 WAS
 CX0489'ESTABLISHED AS AN ADDITIONAL AZIMUTH MARK.  TIME AND EXPENSE
 CX0489'PREVENTED MOVING THE VAN.  A COMPLETE NEW DESCRIPTION
 CX0489'FOLLOWS.
 CX0489'
 CX0489'THE STATION IS ABOUT 4-1/2 MILES WEST OF OROGRANDE, 1/4 MILE
 CX0489'SOUTH OF THE OROGRANDE GUARD GATE AND ABOUT 21 MILES EAST OF
 CX0489'THE MISSILE RANGE HEADQUARTERS ON A LOW HILL.
 CX0489'
 CX0489'TO REACH THE STATION FROM THE HEADQUARTERS BUILDING, GO
 CX0489'EASTERLY ON NIKE AVENUE, ROUTE 2, FOR 5.35 MILES TO A FORK.
 CX0489'TAKE THE RIGHT FORK AND GO SOUTH AND EAST ON ROUTE 2 FOR
 CX0489'0.8 MILE TO A CROSSROAD.  CONTINUE EAST ON ROUTE 2 FOR 13.25
 CX0489'MILES TO THE OROGRANDE GUARD GATE.  PASS THROUGH THE GATE
 CX0489'AND GO EAST FOR 200 FEET TO A SIDE ROAD ON THE RIGHT.  TURN
 CX0489'RIGHT AND GO SOUTH ON A PAVED ROAD FOR 0.05 MILE TO THE AZIMUTH
 CX0489'MARK ON THE RIGHT ON A LOW KNOLL.  CONTINUE SOUTH AND WEST
 CX0489'FOR 0.3 MILE TO THE SUMMIT OF THE HILL AND THE STATION.
 CX0489'
 CX0489'THE STATION MARK IS A BRONZE DISK OF THE WHITE SANDS PROVING
 CX0489'GROUNDS, STAMPED GRAND WSA BRL WSPG, CEMENTED IN A DRILL
 CX0489'HOLE IN A CONCRETE RAMP, USED AS A FOUNDATION FOR TWO BUILDINGS.
 CX0489'IT IS 18.5 FEET SOUTH OF THE NORTHWEST CORNER OF THE RAMP,
 CX0489'14.5 FEET NORTH NORTHEAST OF THE NORTHWEST CORNER OF BUILDING
 CX0489'NUMBER 24804, 14.3 FEET WEST OF THE SOUTHWEST CORNER OF BUILDING
 CX0489'NUMBER 24802 AND 2.8 FEET EAST OF THE WEST EDGE OF THE RAMP.
 CX0489'
 CX0489'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED GRAND WSPG NO
 CX0489'1 1952, CEMENTED IN A DRILL HOLE IN A ROCK OUTCROP, THAT
 CX0489'PROJECTS 8 INCHES ABOVE THE GROUND.  IT IS 24.0 FEET EAST
 CX0489'OF THE NORTHEAST CORNER OF BUILDING NUMBER 24804, 20.4 FEET
 CX0489'SOUTHEAST OF THE SOUTHEAST CORNER OF BUILDING NUMBER 24802 AND 8
 CX0489'INCHES HIGHER IN ELEVATION THAN THE STATION.
 CX0489'
 CX0489'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED GRAND NO 3 1964,
 CX0489'CEMENTED IN A DRILL HOLE IN THE CONCRETE RAMP.  IT IS 17.2 FEET
 CX0489'EAST OF THE NORTHWEST CORNER OF THE RAMP, 11.3 FEET NORTH OF
 CX0489'THE NORTHWEST CORNER OF BUILDING NUMBER 24802, 1.6 FEET SOUTH
 CX0489'OF THE NORTH EDGE OF THE RAMP AND THE SAME ELEVATION AS THE
 CX0489'STATION.
 CX0489'
 CX0489'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED GRAND WSPG 1952,
 CX0489'CEMENTED IN A DRILL HOLE IN A ROCK OUTCROP ON THE EAST SLOPE
 CX0489'OF THE KNOLL.  IT IS 248.0 FEET WEST OF THE CENTERLINE OF THE
 CX0489'PAVED ROAD, 33.0 FEET EAST AND 3 FEET LOWER THAN THE HIGHEST
 CX0489'POINT OF THE KNOLL AND 3.3 FEET WEST OF A WOOD WITNESS POST.
 CX0489'
 CX0489'BENCH MARK B 243 IS A STANDARD DISK, STAMPED B 243 1952,
 CX0489'SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER,
 CX0489'THAT PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS 63.8 FEET
 CX0489'SOUTHEAST OF A POWER LINE POLE, 60.6 FEET NORTH OF THE CENTERLINE
 CX0489'OF ROUTE 2 AND 1.1 FEET EAST OF A WITNESS POST.
 CX0489'
 CX0489'TO REACH BENCH MARK B 243 FROM THE OROGRANDE GUARD GATE, GO
 CX0489'WEST ON ROUTE 2 FOR 1.65 MILES TO THE MARK ON THE RIGHT,
 CX0489'NORTH SIDE OF THE ROAD.
 CX0489'
 CX0489'THE DISTANCE BETWEEN THE REFERENCE MARKS WAS NOT MEASURED
 CX0489'DUE TO A BUILDING BEING ON LINE.
 CX0489'
 CX0489'HEIGHT OF LIGHT ABOVE STATION MARK 10 FEET.
 CX0489'
 CX0489'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4-1/2 MILES
 CX0489'WEST OF OROGRANDE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0486 ***********************************************************************
 CX0486  DESIGNATION -  GRAND AZ MK
 CX0486  PID         -  CX0486
 CX0486  STATE/COUNTY-  NM/OTERO
 CX0486  USGS QUAD   -  ELEPHANT MOUNTAIN (1955)
 CX0486
 CX0486                         *CURRENT SURVEY CONTROL
 CX0486  ___________________________________________________________________
 CX0486* NAD 83(1986)-  32 24 16.     (N)    106 09 06.     (W)     SCALED    
 CX0486* NAVD 88     -      1288.572  (meters)    4227.59   (feet)  ADJUSTED  
 CX0486  ___________________________________________________________________
 CX0486  GEOID HEIGHT-         -23.18  (meters)                     GEOID03
 CX0486  DYNAMIC HT  -        1286.666 (meters)    4221.34  (feet)  COMP
 CX0486  MODELED GRAV-     979,115.4   (mgal)                       NAVD 88
 CX0486
 CX0486  VERT ORDER  -  FIRST     CLASS II
 CX0486
 CX0486.The horizontal coordinates were scaled from a topographic map and have
 CX0486.an estimated accuracy of +/- 6 seconds.
 CX0486
 CX0486.The orthometric height was determined by differential leveling
 CX0486.and adjusted by the National Geodetic Survey in June 1991..
 CX0486
 CX0486.The geoid height was determined by GEOID03.
 CX0486
 CX0486.The dynamic height is computed by dividing the NAVD 88
 CX0486.geopotential number by the normal gravity value computed on the
 CX0486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0486.degrees latitude (g = 980.6199 gals.).
 CX0486
 CX0486.The modeled gravity was interpolated from observed gravity values.
 CX0486
 CX0486;                    North         East    Units  Estimated Accuracy
 CX0486;SPC NM C     -   155,720.      509,250.      MT  (+/- 180 meters Scaled)
 CX0486
 CX0486                          SUPERSEDED SURVEY CONTROL
 CX0486
 CX0486  NGVD 29 (??/??/92) 1287.990  (m)         4225.68   (f) ADJ UNCH    1 2
 CX0486
 CX0486.Superseded values are not recommended for survey control.
 CX0486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0486.See file dsdata.txt to determine how the superseded data were derived.
 CX0486
 CX0486_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR916858(NAD 83)
 CX0486_MARKER: DZ = AZIMUTH MARK DISK
 CX0486_SETTING: 80 = SET IN A BOULDER
 CX0486_STAMPING: GRAND WSPG 1952
 CX0486_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX0486+STABILITY: SURFACE MOTION
 CX0486
 CX0486  HISTORY     - Date     Condition        Report By
 CX0486  HISTORY     - 1952     MONUMENTED       CGS
 CX0486  HISTORY     - 1966     GOOD             NGS
 CX0486
 CX0486                          STATION DESCRIPTION
 CX0486
 CX0486'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 CX0486'5.05 MI W FROM OROGRANDE.
 CX0486'ABOUT 0.6 MILE SOUTH ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 CX0486'STATION AT OROGRANDE, THENCE 4.35 MILES NORTHWEST ALONG A PAVED ROAD,
 CX0486'IN S 7, T 22 S, R 8 E, 239 FEET SOUTHWEST OF THE CENTER LINE OF A
 CX0486'PAVED ROAD WHICH LEADS TO ASTRODOME S 24805, 150 YARDS SOUTHEAST OF
 CX0486'GUARD HOUSE 24720, SET IN THE TOP OF A BOULDER WHICH PROJECTS 7 INCHES
 CX0486'ON THE SOUTHEAST EDGE OF A ROCKY KNOLL, AND 3 FEET WEST OF A WOODEN
 CX0486'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0487 ***********************************************************************
 CX0487  DESIGNATION -  GRAND RM 1
 CX0487  PID         -  CX0487
 CX0487  STATE/COUNTY-  NM/OTERO
 CX0487  USGS QUAD   -  ELEPHANT MOUNTAIN (1955)
 CX0487
 CX0487                         *CURRENT SURVEY CONTROL
 CX0487  ___________________________________________________________________
 CX0487* NAD 83(1986)-  32 24 02.     (N)    106 09 14.     (W)     SCALED    
 CX0487* NAVD 88     -      1327.869  (meters)    4356.52   (feet)  ADJUSTED  
 CX0487  ___________________________________________________________________
 CX0487  GEOID HEIGHT-         -23.19  (meters)                     GEOID03
 CX0487  DYNAMIC HT  -        1325.901 (meters)    4350.06  (feet)  COMP
 CX0487  MODELED GRAV-     979,110.4   (mgal)                       NAVD 88
 CX0487
 CX0487  VERT ORDER  -  FIRST     CLASS II
 CX0487
 CX0487.The horizontal coordinates were scaled from a topographic map and have
 CX0487.an estimated accuracy of +/- 6 seconds.
 CX0487
 CX0487.The orthometric height was determined by differential leveling
 CX0487.and adjusted by the National Geodetic Survey in June 1991..
 CX0487
 CX0487.The geoid height was determined by GEOID03.
 CX0487
 CX0487.The dynamic height is computed by dividing the NAVD 88
 CX0487.geopotential number by the normal gravity value computed on the
 CX0487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0487.degrees latitude (g = 980.6199 gals.).
 CX0487
 CX0487.The modeled gravity was interpolated from observed gravity values.
 CX0487
 CX0487;                    North         East    Units  Estimated Accuracy
 CX0487;SPC NM C     -   155,280.      509,040.      MT  (+/- 180 meters Scaled)
 CX0487
 CX0487                          SUPERSEDED SURVEY CONTROL
 CX0487
 CX0487  NGVD 29 (??/??/92) 1327.285  (m)         4354.60   (f) ADJ UNCH    1 2
 CX0487
 CX0487.Superseded values are not recommended for survey control.
 CX0487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0487.See file dsdata.txt to determine how the superseded data were derived.
 CX0487
 CX0487_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR914854(NAD 83)
 CX0487_MARKER: DR = REFERENCE MARK DISK
 CX0487_SETTING: 66 = SET IN ROCK OUTCROP
 CX0487_SP_SET: SET IN ROCK OUTCROP
 CX0487_STAMPING: GRAND NO 1 WSPG 1952
 CX0487_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CX0487+STABILITY: POSITION/ELEVATION WELL
 CX0487
 CX0487  HISTORY     - Date     Condition        Report By
 CX0487  HISTORY     - 1952     MONUMENTED       CGS
 CX0487  HISTORY     - 1966     GOOD             NGS
 CX0487
 CX0487                          STATION DESCRIPTION
 CX0487
 CX0487'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 CX0487'5.25 MI W FROM OROGRANDE.
 CX0487'ABOUT 0.6 MILE SOUTH ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 CX0487'STATION AT OROGRANDE, THENCE 4.35 MILES NORTHWEST ALONG A PAVED ROAD,
 CX0487'THENCE 0.3 MILE SOUTHEAST ALONG A PAVED ROAD, IN S 7, T 22 S, R 8 E,
 CX0487'43 FEET SOUTHEAST OF GRAND-WSA BRL, SET IN THE TOP OF A ROCK OUTCROP
 CX0487'WHICH PROJECTS 8 INCHES, 25 FEET EAST OF THE NORTHEAST CORNER OF
 CX0487'BUILDING 24804, AND 21 FEET SOUTHEAST OF BUILDING 24802.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0488 ***********************************************************************
 CX0488  DESIGNATION -  GRAND RM 2
 CX0488  PID         -  CX0488
 CX0488  STATE/COUNTY-  NM/OTERO
 CX0488  USGS QUAD   -  ELEPHANT MOUNTAIN (1955)
 CX0488
 CX0488                         *CURRENT SURVEY CONTROL
 CX0488  ___________________________________________________________________
 CX0488* NAD 83(1986)-  32 24 03.     (N)    106 09 14.     (W)     SCALED    
 CX0488* NAVD 88     -      1326.320  (meters)    4351.43   (feet)  ADJUSTED  
 CX0488  ___________________________________________________________________
 CX0488  GEOID HEIGHT-         -23.19  (meters)                     GEOID03
 CX0488  DYNAMIC HT  -        1324.355 (meters)    4344.99  (feet)  COMP
 CX0488  MODELED GRAV-     979,110.6   (mgal)                       NAVD 88
 CX0488
 CX0488  VERT ORDER  -  SECOND    CLASS 0
 CX0488
 CX0488.The horizontal coordinates were scaled from a topographic map and have
 CX0488.an estimated accuracy of +/- 6 seconds.
 CX0488
 CX0488.The orthometric height was determined by differential leveling
 CX0488.and adjusted by the National Geodetic Survey in June 1991..
 CX0488
 CX0488.The geoid height was determined by GEOID03.
 CX0488
 CX0488.The dynamic height is computed by dividing the NAVD 88
 CX0488.geopotential number by the normal gravity value computed on the
 CX0488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0488.degrees latitude (g = 980.6199 gals.).
 CX0488
 CX0488.The modeled gravity was interpolated from observed gravity values.
 CX0488
 CX0488;                    North         East    Units  Estimated Accuracy
 CX0488;SPC NM C     -   155,320.      509,040.      MT  (+/- 180 meters Scaled)
 CX0488
 CX0488                          SUPERSEDED SURVEY CONTROL
 CX0488
 CX0488  NGVD 29 (??/??/92) 1325.736  (m)         4349.52   (f) ADJ UNCH    2 0
 CX0488
 CX0488.Superseded values are not recommended for survey control.
 CX0488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0488.See file dsdata.txt to determine how the superseded data were derived.
 CX0488
 CX0488_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR914854(NAD 83)
 CX0488_MARKER: DR = REFERENCE MARK DISK
 CX0488_SETTING: 80 = SET IN A BOULDER
 CX0488_STAMPING: GRAND WSPG NO 2 1952
 CX0488_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX0488+STABILITY: SURFACE MOTION
 CX0488
 CX0488  HISTORY     - Date     Condition        Report By
 CX0488  HISTORY     - 1952     MONUMENTED       CGS
 CX0488  HISTORY     - 1966     MARK NOT FOUND   NGS
 CX0488
 CX0488                          STATION DESCRIPTION
 CX0488
 CX0488'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CX0488'5.45 MI W FROM OROGRANDE.
 CX0488'0.6 MILE SOUTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 CX0488'STATION AT OROGRANDE, THENCE 4.45 MILES WEST ALONG AN OILED ROAD,
 CX0488'THENCE 0.4 MILE SOUTH ALONG A DIRT ROAD, 32.0 FEET SOUTHWEST OF
 CX0488'TRIANGULATION STATION GRAND (U.S.A), 0.6 FOOT ABOVE THE GROUND, SET IN
 CX0488'THE TOP OF A SMALL BOULDER.
 CX0488
 CX0488                          STATION RECOVERY (1966)
 CX0488
 CX0488'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 CX0488'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0490 ***********************************************************************
 CX0490  DESIGNATION -  GRAND RM 3
 CX0490  PID         -  CX0490
 CX0490  STATE/COUNTY-  NM/OTERO
 CX0490  USGS QUAD   -  ELEPHANT MOUNTAIN (1955)
 CX0490
 CX0490                         *CURRENT SURVEY CONTROL
 CX0490  ___________________________________________________________________
 CX0490* NAD 83(1986)-  32 24 02.     (N)    106 09 15.     (W)     SCALED    
 CX0490* NAVD 88     -      1327.498  (meters)    4355.30   (feet)  ADJUSTED  
 CX0490  ___________________________________________________________________
 CX0490  GEOID HEIGHT-         -23.19  (meters)                     GEOID03
 CX0490  DYNAMIC HT  -        1325.532 (meters)    4348.85  (feet)  COMP
 CX0490  MODELED GRAV-     979,110.7   (mgal)                       NAVD 88
 CX0490
 CX0490  VERT ORDER  -  FIRST     CLASS II
 CX0490
 CX0490.The horizontal coordinates were scaled from a topographic map and have
 CX0490.an estimated accuracy of +/- 6 seconds.
 CX0490
 CX0490.The orthometric height was determined by differential leveling
 CX0490.and adjusted by the National Geodetic Survey in June 1991..
 CX0490
 CX0490.The geoid height was determined by GEOID03.
 CX0490
 CX0490.The dynamic height is computed by dividing the NAVD 88
 CX0490.geopotential number by the normal gravity value computed on the
 CX0490.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0490.degrees latitude (g = 980.6199 gals.).
 CX0490
 CX0490.The modeled gravity was interpolated from observed gravity values.
 CX0490
 CX0490;                    North         East    Units  Estimated Accuracy
 CX0490;SPC NM C     -   155,280.      509,020.      MT  (+/- 180 meters Scaled)
 CX0490
 CX0490                          SUPERSEDED SURVEY CONTROL
 CX0490
 CX0490  NGVD 29 (??/??/92) 1326.915  (m)         4353.39   (f) ADJ UNCH    1 2
 CX0490
 CX0490.Superseded values are not recommended for survey control.
 CX0490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0490.See file dsdata.txt to determine how the superseded data were derived.
 CX0490
 CX0490_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR914854(NAD 83)
 CX0490_MARKER: DR = REFERENCE MARK DISK
 CX0490_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CX0490_SP_SET: PLATFORM
 CX0490_STAMPING: GRAND NO 3 1964
 CX0490_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX0490
 CX0490  HISTORY     - Date     Condition        Report By
 CX0490  HISTORY     - 1964     MONUMENTED       CGS
 CX0490  HISTORY     - 1966     GOOD             NGS
 CX0490
 CX0490                          STATION DESCRIPTION
 CX0490
 CX0490'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 CX0490'5.25 MI W FROM OROGRANDE.
 CX0490'ABOUT 0.6 MILE SOUTH ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 CX0490'STATION AT OROGRANDE, THENCE 4.35 MILES NORTHWEST ALONG A PAVED ROAD,
 CX0490'THENCE 0.3 MILE SOUTHEAST ALONG A PAVED ROAD, IN S 7, T 22 S, R 8 E,
 CX0490'22 FEET NORTHEAST OF GRAND-WSA BRL, 12 FEET NORTH OF THE NORTHWEST
 CX0490'CORNER OF BUILDING 24802, AND SET IN THE TOP AND 1.7 FEET SOUTH OF THE
 CX0490'NORTH EDGE OF A CONCRETE PLATFORM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1515 ***********************************************************************
 GL1515  DESIGNATION -  GRANDE
 GL1515  PID         -  GL1515
 GL1515  STATE/COUNTY-  NM/UNION
 GL1515  USGS QUAD   -  CAPULIN (1972)
 GL1515
 GL1515                         *CURRENT SURVEY CONTROL
 GL1515  ___________________________________________________________________
 GL1515* NAD 83(1992)-  36 42 19.88699(N)    103 52 36.30757(W)     ADJUSTED  
 GL1515* NAVD 88     -      2659.0    (meters)    8724.     (feet)  VERTCON   
 GL1515  ___________________________________________________________________
 GL1515  LAPLACE CORR-          -4.93  (seconds)                    DEFLEC99
 GL1515  GEOID HEIGHT-         -19.13  (meters)                     GEOID03
 GL1515
 GL1515  HORZ ORDER  -  FIRST
 GL1515
 GL1515.The horizontal coordinates were established by classical geodetic methods
 GL1515.and adjusted by the National Geodetic Survey in December 1993..
 GL1515
 GL1515.The NAVD 88 height was computed by applying the VERTCON shift value to
 GL1515.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GL1515
 GL1515.The Laplace correction was computed from DEFLEC99 derived deflections.
 GL1515
 GL1515.The geoid height was determined by GEOID03.
 GL1515
 GL1515;                    North         East     Units Scale Factor Converg.
 GL1515;SPC NM E     -   632,896.848   205,793.662   MT  0.99992959   +0 16 22.5
 GL1515;SPC NM E     - 2,076,429.08    675,174.71   sFT  0.99992959   +0 16 22.5
 GL1515;UTM  13      - 4,062,793.865   600,328.121   MT  0.99972401   +0 40 17.1
 GL1515
 GL1515!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GL1515!SPC NM E     -   0.99958587  x   0.99992959  =   0.99951549
 GL1515!UTM  13      -   0.99958587  x   0.99972401  =   0.99930999
 GL1515
 GL1515:                Primary Azimuth Mark                     Grid Az
 GL1515:SPC NM E     -  DES MOINES SCHOOLHOUSE CHIMNEY           032 51 22.3
 GL1515:UTM  13      -  DES MOINES SCHOOLHOUSE CHIMNEY           032 27 27.7
 GL1515
 GL1515|---------------------------------------------------------------------|
 GL1515| PID    Reference Object                     Distance      Geod. Az  |
 GL1515|                                                           dddmmss.s |
 GL1515| GL1518 DES MOINES SCHOOLHOUSE CHIMNEY      APPROX. 6.9 KM 0330744.8 |
 GL1515| CM8193 GRANDE AZ MK                                       1172142.3 |
 GL1515| GL1508 GRENVILLE SCHOOLHOUSE CHIMNEY       APPROX.26.2 KM 1182509.6 |
 GL1515| CM8195 GRANDE RM 2                          14.660 METERS 14412     |
 GL1515| CM8197 GRANDE RM 4                          11.387 METERS 15022     |
 GL1515| CM8196 GRANDE RM 3                          32.578 METERS 19441     |
 GL1515| CM8194 GRANDE RM 1                          33.068 METERS 26436     |
 GL1515| GL1514 CAPULIN SCHOOLHOUSE CHIMNEY         APPROX.11.2 KM 2884503.9 |
 GL1515| GL1520 FOLSOM COAL LANDING CHUTE           APPROX.15.8 KM 3445610.3 |
 GL1515| GL1521 FOLSOM RED RAILROAD TANK            APPROX.15.8 KM 3452316.8 |
 GL1515|---------------------------------------------------------------------|
 GL1515
 GL1515                          SUPERSEDED SURVEY CONTROL
 GL1515
 GL1515  NAD 83(1992)-  36 42 19.89462(N)    103 52 36.30400(W) AD(       ) 1
 GL1515  NAD 83(1986)-  36 42 19.89469(N)    103 52 36.30298(W) AD(       ) 1
 GL1515  NAD 27      -  36 42 19.80570(N)    103 52 34.42320(W) AD(       ) 1
 GL1515  NGVD 29 (07/19/86) 2658.0    (m)         8720.     (f) VERT ANG       
 GL1515
 GL1515.Superseded values are not recommended for survey control.
 GL1515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1515.See file dsdata.txt to determine how the superseded data were derived.
 GL1515
 GL1515_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA0032862794(NAD 83)
 GL1515_MARKER: DS = TRIANGULATION STATION DISK
 GL1515_SETTING: 66 = SET IN ROCK OUTCROP
 GL1515
 GL1515  HISTORY     - Date     Condition        Report By
 GL1515  HISTORY     - 1922     MONUMENTED       CGS
 GL1515  HISTORY     - 1945     GOOD             CGS
 GL1515  HISTORY     - 1960     GOOD             CGS
 GL1515  HISTORY     - 1970     GOOD             TPC
 GL1515  HISTORY     - 1971     GOOD             USGS
 GL1515
 GL1515                          STATION DESCRIPTION
 GL1515
 GL1515'DESCRIBED BY COAST AND GEODETIC SURVEY 1922 (CMD)
 GL1515'STATION IS ON THE HIGHEST POINT OF SIERRA GRANDE, A PROMINENT
 GL1515'GRASSY AND ROCK-COVERED MOUNTAIN 5 MILES SW OF DES MOINES,
 GL1515'AND 3 METERS (10 FEET) S OF TWO PILES OF STONES ON THE W PEAK.
 GL1515'ELEV.--2,658.0 METERS.
 GL1515'
 GL1515'STATION AND REFERENCE MARKS ARE BRONZE DISKS SET IN ROCK.
 GL1515'
 GL1515'REFERENCE MARK 1 IS 33.48 METERS (109.8 FEET) FROM THE STATION.
 GL1515'
 GL1515'REFERENCE MARK 2 IS 14.64 METERS (48.0 FEET) FROM THE STATION
 GL1515'S 35 DEG 48 MIN E.
 GL1515
 GL1515                          STATION RECOVERY (1945)
 GL1515
 GL1515'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (CAE)
 GL1515'STATION WAS RECOVERED AS DESCRIBED.  REFERENCE MARK 2 HAS
 GL1515'BEEN DESTROYED AND A NEW MARK, R.M. 3, HAS BEEN SET, AN AZIMUTH
 GL1515'MARK HAS ALSO BEEN ESTABLISHED.
 GL1515'
 GL1515'STATION IS LOCATED ON SIERRA GRANDE, A PROMINENT, ROUND,
 GL1515'SMOOTH-TOPPED MOUNTAIN LYING ABOUT 5 MILES SW OF DES MOINES.
 GL1515'THE MOUNTAIN IS PROMINENT IN THE VICINITY AND WELL KNOWN.
 GL1515'
 GL1515'TO REACH THE STATION FROM THE POST OFFICE IN DES MOINES, GO
 GL1515'W ON U.S. HIGHWAY 87 FOR 3.5 MILES TO A CATTLE GUARD AND ROAD
 GL1515'LEADING LEFT OR S TO THE TOM AMOS RANCH.  TURN LEFT AND CONTINUE
 GL1515'FOR 0.6 MILE TO THE RANCH YARD, PASS INTO THE YARD AND BEAR
 GL1515'RIGHT, PASSING TO THE LEFT OF THE WINDMILL AND TANK, ONTO
 GL1515'A TRACK ROAD LEADING W ALONG THE FENCE, CONTINUE FOR 0.6 MILE
 GL1515'TO THE END OF THE FENCE AT THE FENCE CORNER.  BEAR LEFT AWAY
 GL1515'FROM THE FENCE CORNER ON THE TRACK ROAD AND CONTINUE ON IT
 GL1515'FOR 0.6 MILE TO A LARGE EARTH TANK, BEAR LEFT AROUND THE TANK
 GL1515'AND CONTINUE ON THE TRACK ROAD FOR 2.3 MILES TO ANOTHER
 GL1515'LARGE EARTH TANK IN A VALLEY LEADING DOWN FROM THE N SIDE OF
 GL1515'THE PEAK.  KEEP TO THE RIGHT OF THE TANK AND CONTINUE ACROSS
 GL1515'COUNTRY ON THE RIDGE LEADING S TOWARD THE PEAK TO A FENCE
 GL1515'AND THE END OF TRUCK TRAVEL.  PACK S AND E ABOUT 1/2 MILE TO
 GL1515'THE TOP AND THE STATION.
 GL1515'
 GL1515'STATION MARK IS A BRONZE STATION DISK SET IN A BOULDER PROJECTING
 GL1515'ABOUT 8 INCHES.  IT IS 20 FEET SW OF THE HIGHEST POINT WHICH
 GL1515'CONSISTS OF A PILE OF SMALL BOULDERS.  DISK IS STAMPED GRANDE 1922.
 GL1515'
 GL1515'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A BOULDER
 GL1515'PROJECTING ABOUT 12 INCHES.  IT IS W OF THE STATION, ABOUT 10
 GL1515'FEET LOWER, AND IN A PROMINENT DEPRESSION ON THE W SIDE OF THE
 GL1515'MOUNTAIN.  DISK IS STAMPED GRANDE NO 1 1922.
 GL1515'
 GL1515'REFERENCE MARK 3 IS A BRONZE REFERENCE DISK SET IN A BOULDER
 GL1515'PROJECTING ABOUT 12 INCHES.  IT IS S OF THE STATION AND ABOUT
 GL1515'2 FEET LOWER.  DISK IS STAMPED GRANDE NO 3 1945.
 GL1515'
 GL1515'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN A BOULDER PROJECTING
 GL1515'ABOUT 12 INCHES.  IT IS ABOUT 1/2 MILE ESE OF THE STATION, 3
 GL1515'FEET N OF A CAIRN, AND ON THE HIGHEST POINT OF THE SECOND HILL
 GL1515'TO THE SE OF THE STATION.  DISK IS STAMPED GRANDE 1945.
 GL1515
 GL1515                          STATION RECOVERY (1960)
 GL1515
 GL1515'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HWK)
 GL1515'THE STATION MARK, REFERENCE MARK NO. 1 AND THE AZIMUTH MARK WERE
 GL1515'RECOVERED AND FOUND IN GOOD CONDITION.  REFERENCE MARK NO. 3
 GL1515'WAS FOUND DESTROYED.  THE DIRECTIONS TO THE MARKS WERE VERIFIED.
 GL1515'THE DISTANCE TO REFERENCE MARK NO. 1 WAS FOUND TO BE .22 FOOT
 GL1515'SHORTER THAN PREVIOUSLY MEASURED.
 GL1515'
 GL1515'REFERENCE MARK NO. 4 WAS ESTABLISHED BY THIS PARTY.
 GL1515'
 GL1515'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 GL1515'
 GL1515'THE STATION IS ON THE HIGHEST POINT OF SIERRA GRANDE, A
 GL1515'PROMINENT AND ROCK COVERED MOUNTAIN 5 MILES SOUTHWEST OF
 GL1515'DES MOINES, ON THE WEST PEAK OF THE MOUNTAIN AT AN ELEVATION
 GL1515'OF 2,658.0 METERS AND ON LAND OWNED BY THE STATE OF NEW MEXICO
 GL1515'BUT IS LEASED BY THE DOHERTY ESTATE.
 GL1515'
 GL1515'TO REACH THE STATION FROM THE POST OFFICE IN DES MOINES, GO
 GL1515'WESTERLY ON U.S. HIGHWAYS 64 AND 87 FOR 5.75 MILES TO A GRAVEL
 GL1515'ROAD ON THE LEFT.  TURN LEFT, SOUTH, ON THE GRAVEL ROAD FOR
 GL1515'3.5 MILES TO WHERE THE ROAD MAKES A JOG TO THE RIGHT AND A
 GL1515'SIDE ROAD ON THE RIGHT.  CONTINUE STRAIGHT AHEAD FOR 0.05 MILE TO
 GL1515'A WIRE GATE AT A FENCE CORNER ON THE LEFT.  PASS THROUGH THE
 GL1515'GATE AND KEEP TO THE LEFT AND GO SOUTHEAST ON A TRACK ROAD
 GL1515'TOWARD THE LONG SLOPING RIDGE AWAY FROM THE MOUNTAIN FOR 0.95
 GL1515'MILE TO A TRACK ROAD ON THE RIGHT, JUST AFTER CROSSING A
 GL1515'DITCH.  BEAR LEFT, EAST, UP CANYON ON THE TRACK ROAD FOR 1.0
 GL1515'MILE TO A POWERLINE ON THE TOP OF THE RIDGE.  CONTINUE ON
 GL1515'THE TRACK ROAD UP THE MOUNTAIN, FOLLOWING THE POWERLINE A
 GL1515'SHORT DISTANCE AND THEN CONTINUE ON THE TRACK ROAD UP THE
 GL1515'STEEP SLOPE OF THE MOUNTAIN FOR 2.85 MILES TO THE TOP OF THE
 GL1515'MOUNTAIN AND THE STATION BETWEEN A TELEVISION BOOSTER
 GL1515'STATION, A SMALL BUILDING AND STATE HIGHWAY RADIO TOWERS.
 GL1515'
 GL1515'STATION MARK, A STANDARD DISK STAMPED GRANDE 1922, IS CEMENTED
 GL1515'IN A DRILL HOLE IN A BOULDER WHICH PROJECTS 14 INCHES.  IT
 GL1515'IS 54 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE SMALL
 GL1515'BUILDING AND 12 FEET SOUTH OF A TELEVISION ANTENNA.
 GL1515'
 GL1515'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED GRANDE NO 1 1922,
 GL1515'IS CEMENTED IN A DRILL HOLE IN A BOULDER WHICH PROJECTS 1 FOOT.
 GL1515'IT IS 87.5 FEET WEST OF THE NORTHWEST CORNER OF THE BUILDING,
 GL1515'23.5 FEET SOUTH OF A POWER POLE AND IS APPROXIMATELY 10 FEET
 GL1515'LOWER IN ELEVATION THAN THE STATION.
 GL1515'
 GL1515'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED GRANDE NO 4 1922,
 GL1515'IS CEMENTED IN A DRILL HOLE IN A BOULDER WHICH PROJECTS 4
 GL1515'INCHES.  IT IS 44.5 FEET EAST OF THE NORTHEAST CORNER OF THE
 GL1515'BUILDING, 40 FEET SOUTHEAST OF THE TELEVISION ANTENNA AND 11.5
 GL1515'FEET SOUTH OF A STEEL GUY PEG.
 GL1515'
 GL1515'AZIMUTH MARK, A STANDARD DISK STAMPED GRANDE 1945, IS CEMENTED
 GL1515'IN A DRILL HOLE IN A BOULDER WHICH PROJECTS 1 FOOT.  IT IS ON
 GL1515'THE HIGHEST POINT OF THE SECOND HILL TO THE SOUTHEAST OF THE
 GL1515'STATION AND 2 FEET WEST OF A METAL WITNESS POST.
 GL1515
 GL1515                          STATION RECOVERY (1970)
 GL1515
 GL1515'RECOVERY NOTE BY US ARMY TOPOGRAPHIC COMMAND (NOW DMA) 1970 (CS)
 GL1515'THE STATION IS ON THE HIGHEST POINT OF SIERRA GRANDE, A PROMINENT
 GL1515'GRASSY AND ROCK COVERED MOUNTAIN 5 MILES SW OF DES MOINES, AND
 GL1515'ABOUT 7 MILES ESE OF CAPULIN.
 GL1515'
 GL1515'TO REACH FROM THE POST OFFICE IN DES MOINES GO WEST FOR 3.7
 GL1515'MILES ON U.S. HIGHWAY 87 TO A CATTLE GUARD ON THE LEFT.
 GL1515'TURN LEFT AND GO ABOUT 0.8 MILE ON DIRT ROAD TO A LOCKED GATE
 GL1515'AT FENCE JUST NORTH OF A WINDMILL.  GO THROUGH GATE AND SOUTH
 GL1515'OF WINDMILL AND GO WEST FOR ABOUT 0.8 MILES ON TRACK ROAD
 GL1515'THEN CONTINUE ON TRACK ROAD SOUTH-SOUTHEAST FOR ABOUT 5 MILES
 GL1515'TO THE TOP OF HILL AND STATION SITE.
 GL1515'
 GL1515'TO OBTAIN THE KEY FOR THE LOCKED GATE, CONTACT THE PERSON IN
 GL1515'CHARGE OF THE HIGHWAY MAINTANCE DEPARTMENT IN DES MOINES.  AT
 GL1515'PRESENT THE PERSON IN CHARGE IS MR. CARL CHRIST.  THE ROUTE
 GL1515'DESCRIBED ABOVE IS USED BY VARIOUS PEOPLE TO MAINTAIN THE TV
 GL1515'AND RADIO FACILITIES ON THE HILL.
 GL1515'
 GL1515'STATION MARK, REFERENCE MARKS 1, 3 AND 4 WERE RECOVERED IN GOOD
 GL1515'CONDITION.  R.M. 3 WILL NOT SEE THE STATION MARK DUE TO A
 GL1515'BUILDING IN THE LINE OF SIGHT.  A SEARCH FOR THE AZIMUTH MARK
 GL1515'WAS NOT MADE.
 GL1515
 GL1515                          STATION RECOVERY (1971)
 GL1515
 GL1515'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971 (FJG)
 GL1515'TO REACH THE STATION FROM THE P.O. IN CAPULIN, NEW MEXICO,
 GL1515'GO EAST ON U.S. HI WAY 87-64 FOR 5.3 MILES TO A GRAVEL ROAD
 GL1515'ON THE RIGHT.  TURN RIGHT ON GRAVEL ROAD FOR 0.7 MILE TO A
 GL1515'Y-FORK AND WINDMILL.  TAKE RIGHT FORK AND FOLLOW MAINTRAVELED
 GL1515'ROAD FOR 5.3 MILES TO SUMMIT AND STATION MARK BETWEEN TWO RADIO
 GL1515'SHACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1677 ***********************************************************************
 FO1677  DESIGNATION -  GRANDE
 FO1677  PID         -  FO1677
 FO1677  STATE/COUNTY-  NM/SANDOVAL
 FO1677  USGS QUAD   -  BLAND (1993)
 FO1677
 FO1677                         *CURRENT SURVEY CONTROL
 FO1677  ___________________________________________________________________
 FO1677* NAD 83(1992)-  35 52 09.92397(N)    106 24 46.22944(W)     ADJUSTED  
 FO1677* NAVD 88     -      3111.2    (meters)   10207.     (feet)  VERTCON   
 FO1677  ___________________________________________________________________
 FO1677  LAPLACE CORR-          -2.45  (seconds)                    DEFLEC99
 FO1677  GEOID HEIGHT-         -18.98  (meters)                     GEOID03
 FO1677
 FO1677  HORZ ORDER  -  THIRD
 FO1677
 FO1677.The horizontal coordinates were established by classical geodetic methods
 FO1677.and adjusted by the National Geodetic Survey in December 1993..
 FO1677
 FO1677.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1677.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1677
 FO1677.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1677
 FO1677.The geoid height was determined by GEOID03.
 FO1677
 FO1677;                    North         East     Units Scale Factor Converg.
 FO1677;SPC NM C     -   540,038.084   485,294.907   MT  0.99990266   -0 05 43.5
 FO1677;SPC NM C     - 1,771,774.95  1,592,171.71   sFT  0.99990266   -0 05 43.5
 FO1677;UTM  13      - 3,970,387.312   372,450.283   MT  0.99980047   -0 49 40.6
 FO1677
 FO1677!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1677!SPC NM C     -   0.99951491  x   0.99990266  =   0.99941762
 FO1677!UTM  13      -   0.99951491  x   0.99980047  =   0.99931548
 FO1677
 FO1677:                Primary Azimuth Mark                     Grid Az
 FO1677:SPC NM C     -  PAJARITO                                 028 14 39.2
 FO1677:UTM  13      -  PAJARITO                                 028 58 36.3
 FO1677
 FO1677|---------------------------------------------------------------------|
 FO1677| PID    Reference Object                     Distance      Geod. Az  |
 FO1677|                                                           dddmmss.s |
 FO1677| FO0956 PAJARITO                            APPROX. 2.3 KM 0280855.7 |
 FO1677|---------------------------------------------------------------------|
 FO1677
 FO1677                          SUPERSEDED SURVEY CONTROL
 FO1677
 FO1677  NAD 83(1986)-  35 52 09.92898(N)    106 24 46.23242(W) AD(       ) 3
 FO1677  NGVD 29 (09/14/90) 3109.9    (m)        10203.     (f) VERT ANG       
 FO1677
 FO1677.Superseded values are not recommended for survey control.
 FO1677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1677.See file dsdata.txt to determine how the superseded data were derived.
 FO1677
 FO1677_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV7245070387(NAD 83)
 FO1677_MARKER: DS = TRIANGULATION STATION DISK
 FO1677_SETTING: 0 = UNSPECIFIED SETTING
 FO1677_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FO1677
 FO1677  HISTORY     - Date     Condition        Report By
 FO1677  HISTORY     - 1948     MONUMENTED       USGS
 FO1677
 FO1677                          STATION DESCRIPTION
 FO1677
 FO1677'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 FO1677'LOCATED ON A BARE TOP OF THE E. SIDE OF THE VALLEY GRANDE AND IS THE
 FO1677'FIRST TOP S. OF PAJARITO MTN.
 FO1677'
 FO1677'TO REACH FROM THE INTERSECTION OF TRINITY DRIVE AND W. RD. AT LOS
 FO1677'ALAMOS, GO 5.5 MI. W. AND S. ON W. RD. TO THE INTERSECTION WITH STATE
 FO1677'HIGHWAY 4, JUST S. OF PASS GATE, THENCE 5.3 MI. W. ON HIGHWAY 4 TO A
 FO1677'BRIDGE AT SHARP BEND IN RD.  LEAVE CAR, CROSS BRIDGE AND CLIMB HILL W.
 FO1677'TO OLD LOGGING RD. (ABOUT 5 MINUTES) FOLLOW RD. W. ALONG DRAIN,
 FO1677'KEEPING W. FORK TO SADDLE, HILL TOP IS BARE SLOPE TO NE. ABOUT 1 HOUR
 FO1677'15 MINUTE PACK FROM CAR.
 FO1677'
 FO1677'STATION MARK--STANDARD TABLET SET IN ROCK, STAMPED---GRANDE 1948---.
 FO1677'
 FO1677'REFERENCE MARK NO. 1--STANDARD REFERENCE TABLET SET IN ROCK, 30.68 FT.
 FO1677'FROM STATION.
 FO1677'
 FO1677'REFERENCE MARK NO. 2--STANDARD REFERENCE TABLET SET IN ROCK, 36.21 FT.
 FO1677'FROM STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS1434 ***********************************************************************
 DS1434  DESIGNATION -  GRANITE
 DS1434  PID         -  DS1434
 DS1434  STATE/COUNTY-  NM/SIERRA
 DS1434  USGS QUAD   -  VICTORIA PARK (1963)
 DS1434
 DS1434                         *CURRENT SURVEY CONTROL
 DS1434  ___________________________________________________________________
 DS1434* NAD 83(1992)-  33 00 06.13620(N)    107 45 36.82405(W)     ADJUSTED  
 DS1434* NAVD 88     -      2831.     (meters)    9288.     (feet)  SCALED    
 DS1434  ___________________________________________________________________
 DS1434  LAPLACE CORR-          -3.71  (seconds)                    DEFLEC99
 DS1434  GEOID HEIGHT-         -22.68  (meters)                     GEOID03
 DS1434
 DS1434  HORZ ORDER  -  SECOND
 DS1434
 DS1434.The horizontal coordinates were established by classical geodetic methods
 DS1434.and adjusted by the National Geodetic Survey in December 1993..
 DS1434
 DS1434.The orthometric height was scaled from a topographic map.
 DS1434
 DS1434.The Laplace correction was computed from DEFLEC99 derived deflections.
 DS1434
 DS1434.The geoid height was determined by GEOID03.
 DS1434
 DS1434;                    North         East     Units Scale Factor Converg.
 DS1434;SPC NM W     -   221,946.633   836,831.144   MT  0.99991724   +0 02 23.3
 DS1434;SPC NM W     -   728,169.91  2,745,503.51   sFT  0.99991724   +0 02 23.3
 DS1434;UTM  13      - 3,654,860.848   242,114.995   MT  1.00042008   -1 30 15.2
 DS1434
 DS1434!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS1434!SPC NM W     -   0.99955928  x   0.99991724  =   0.99947656
 DS1434!UTM  13      -   0.99955928  x   1.00042008  =   0.99997918
 DS1434
 DS1434:                Primary Azimuth Mark                     Grid Az
 DS1434:SPC NM W     -  HILLSBORO                                097 34 16.8
 DS1434:UTM  13      -  HILLSBORO                                099 06 55.3
 DS1434
 DS1434|---------------------------------------------------------------------|
 DS1434| PID    Reference Object                     Distance      Geod. Az  |
 DS1434|                                                           dddmmss.s |
 DS1434| CX1912 HILLSBORO                           APPROX.17.8 KM 0973640.1 |
 DS1434| CD2958 GRANITE RM 1                          4.775 METERS 12613     |
 DS1434| CD2959 GRANITE RM 2                          8.579 METERS 32613     |
 DS1434|---------------------------------------------------------------------|
 DS1434
 DS1434                          SUPERSEDED SURVEY CONTROL
 DS1434
 DS1434  NAD 83(1986)-  33 00 06.13626(N)    107 45 36.83013(W) AD(       ) 2
 DS1434  NAD 27      -  33 00 05.87878(N)    107 45 34.70712(W) AD(       ) 2
 DS1434
 DS1434.Superseded values are not recommended for survey control.
 DS1434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS1434.See file dsdata.txt to determine how the superseded data were derived.
 DS1434
 DS1434_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBS4211554861(NAD 83)
 DS1434_MARKER: DD = SURVEY DISK
 DS1434_SETTING: 66 = SET IN ROCK OUTCROP
 DS1434_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 DS1434_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DS1434+STABILITY: POSITION/ELEVATION WELL
 DS1434
 DS1434  HISTORY     - Date     Condition        Report By
 DS1434  HISTORY     - 1936     MONUMENTED       USGS
 DS1434  HISTORY     - 1962     GOOD             USGS
 DS1434
 DS1434                          STATION DESCRIPTION
 DS1434
 DS1434'DESCRIBED BY US GEOLOGICAL SURVEY 1936 (WRP)
 DS1434'LOCATED ON GRANITE PEAK, A BARE GRANITE KNOB WHICH SLOPES OFF
 DS1434'TO A WOOD-COVERED RIDGE ON THE NORTH AND DROPS OFF ABRUPTLY
 DS1434'TO THE SOUTH.  TO REACH THE STATION FROM HILLSBORO POST OFFICE,
 DS1434'GO WESTWARD 6.8 MILES ON U.S. HIGHWAY 180, TURN RIGHT (NORTH)
 DS1434'AND GO 7.0 MILES TO THE B. REID RANCH, CONTINUE UP A CANYON 2.0
 DS1434'MILES TO THE MOFFAT MINE CAMP, CONTINUE 0.2 MILE TO THE END OF
 DS1434'TRUCK TRAVEL.  FROM HERE PACK UP CANYON FOR ABOUT 30 MINUTES
 DS1434'FOLLOWING A TRAIL, CONTINUE UP THE CANYON ON A BLAZED TRAIL
 DS1434'FOR ABOUT AN HOUR AND A HALF IN A NORTHERLY DIRECTION TO THE
 DS1434'POINT WHERE THE TRAIL TURNS DUE EAST AROUND THE NORTH SIDE OF
 DS1434'A HILL WITH A ROCKY KNOB ON TOP, TURN EAST WITH THE TRAIL FOR
 DS1434'ABOUT 30 MINUTES TO THE TOP OF THE RIDGE.  THE STATION IS
 DS1434'IN SIGHT OFF TO THE RIGHT AT THIS POINT.  BEAR RIGHT AROUND THE
 DS1434'SOUTHERLY EDGE OF THE RIDGE TO A GRANITE KNOB ON THE
 DS1434'SOUTHERNMOST POINT AND THE STATION.  THE STATION AND
 DS1434'REFERENCE MARKS ARE STANDARD U.S. GEOLOGICAL SURVEY DISKS SET
 DS1434'IN OUTCROPPING BEDROCK.  REFERENCE MARK NO. 1 IS 4.775
 DS1434'METERS (15.67 FEET) FROM THE STATION S 53 DEG 47 MIN E.
 DS1434'AND NO. 2 IS 8.579 METERS (28.15 FEET) FROM THE
 DS1434'STATION N 33 DEG 47 MIN W.  SIGNAL PEAK LOOKOUT
 DS1434'MAY BE USED AS AN AZIMUTH MARK.
 DS1434
 DS1434                          STATION RECOVERY (1962)
 DS1434
 DS1434'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 DS1434'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ1080 ***********************************************************************
 EQ1080  DESIGNATION -  GRANITE
 EQ1080  PID         -  EQ1080
 EQ1080  STATE/COUNTY-  NM/SOCORRO
 EQ1080  USGS QUAD   -  GRANITE MOUNTAIN (1995)
 EQ1080
 EQ1080                         *CURRENT SURVEY CONTROL
 EQ1080  ___________________________________________________________________
 EQ1080* NAD 83(1992)-  34 08 50.30744(N)    107 13 07.24249(W)     ADJUSTED  
 EQ1080* NAVD 88     -      2209.8    (meters)    7250.     (feet)  VERTCON   
 EQ1080  ___________________________________________________________________
 EQ1080  LAPLACE CORR-          -1.97  (seconds)                    DEFLEC99
 EQ1080  GEOID HEIGHT-         -21.58  (meters)                     GEOID03
 EQ1080
 EQ1080  HORZ ORDER  -  THIRD
 EQ1080
 EQ1080.The horizontal coordinates were established by classical geodetic methods
 EQ1080.and adjusted by the National Geodetic Survey in December 1993..
 EQ1080
 EQ1080.The NAVD 88 height was computed by applying the VERTCON shift value to
 EQ1080.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EQ1080
 EQ1080.The Laplace correction was computed from DEFLEC99 derived deflections.
 EQ1080
 EQ1080.The geoid height was determined by GEOID03.
 EQ1080
 EQ1080;                    North         East     Units Scale Factor Converg.
 EQ1080;SPC NM C     -   349,416.019   410,670.966   MT  0.99999833   -0 32 37.6
 EQ1080;SPC NM C     - 1,146,375.72  1,347,342.99   sFT  0.99999833   -0 32 37.6
 EQ1080;UTM  13      - 3,780,713.141   295,445.145   MT  1.00011582   -1 14 45.0
 EQ1080
 EQ1080!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EQ1080!SPC NM C     -   0.99965661  x   0.99999833  =   0.99965494
 EQ1080!UTM  13      -   0.99965661  x   1.00011582  =   0.99977239
 EQ1080
 EQ1080:                Primary Azimuth Mark                     Grid Az
 EQ1080:SPC NM C     -  FRIO                                     197 54 48.4
 EQ1080:UTM  13      -  FRIO                                     198 36 55.8
 EQ1080
 EQ1080|---------------------------------------------------------------------|
 EQ1080| PID    Reference Object                     Distance      Geod. Az  |
 EQ1080|                                                           dddmmss.s |
 EQ1080| EQ1079 FRIO                                APPROX. 6.9 KM 1972210.8 |
 EQ1080|---------------------------------------------------------------------|
 EQ1080
 EQ1080                          SUPERSEDED SURVEY CONTROL
 EQ1080
 EQ1080  NAD 83(1986)-  34 08 50.31248(N)    107 13 07.24451(W) AD(       ) 3
 EQ1080  NGVD 29 (04/24/90) 2209.0    (m)         7247.     (f) VERT ANG       
 EQ1080
 EQ1080.Superseded values are not recommended for survey control.
 EQ1080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ1080.See file dsdata.txt to determine how the superseded data were derived.
 EQ1080
 EQ1080_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBT9544580713(NAD 83)
 EQ1080_MARKER: DS = TRIANGULATION STATION DISK
 EQ1080_SETTING: 0 = UNSPECIFIED SETTING
 EQ1080_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EQ1080
 EQ1080  HISTORY     - Date     Condition        Report By
 EQ1080  HISTORY     - 1905     MONUMENTED       USGS
 EQ1080
 EQ1080                          STATION DESCRIPTION
 EQ1080
 EQ1080'DESCRIBED BY US GEOLOGICAL SURVEY 1905
 EQ1080'STATION ESTABLISHED BY USGS IN 1905.
 EQ1080'
 EQ1080'RECOVERED BY USGS IN 1957 AND REDESCRIBED AS FOLLOWS
 EQ1080'
 EQ1080'STATION IS LOCATED ON THE HIGHEST GRASS COVERED HILL JUST N. OF
 EQ1080'MAGDALENA, NEW MEXICO, ABOUT 3 MI. (AIRLINE) AND OVERLOOKING LA JENCIA
 EQ1080'DRAW TO THE N., IN SEC. 11, T 2 S, R 4 W.
 EQ1080'
 EQ1080'TO REACH STATION FROM MAGDALENA-SAN MATEO RANGER STATION CIBOLA
 EQ1080'NATIONAL FOREST, DRIVE W. ON U.S. HIGHWAY 60 FOR 0.2 MI., TURN RIGHT
 EQ1080'(N.) ACROSS RAILROAD TRACKS AND PAST CEMETERY ON GRADED RD. FOR 2.0
 EQ1080'MI. TO FORKS, TURN RIGHT (E.) ON TRACK RD. FOR 0.5 MI. TO WINDMILL.
 EQ1080'HERE CROSS DRY WASH AND CONTINUE CROSS COUNTRY ALONG N. SIDE OF DRAIN
 EQ1080'TOWARD E., HIGHEST SUMMIT FOR 0.5 MI. TO FENCE LINE AND END TRUCK
 EQ1080'TRAVEL.  PACK E. TO N. AND HIGHEST SUMMIT OF MOUNTAIN - ABOUT 30
 EQ1080'MINUTE PACK.
 EQ1080'
 EQ1080'STATION MARK--STANDARD TABLET SET FLUSH IN BOULDER, STAMPED---GRANITE
 EQ1080'1905--- (STAMPING ADDED IN 1957).
 EQ1080'
 EQ1080'REFERENCE MARKS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ1111 ***********************************************************************
 EQ1111  DESIGNATION -  GRANITE
 EQ1111  PID         -  EQ1111
 EQ1111  STATE/COUNTY-  NM/VALENCIA
 EQ1111  USGS QUAD   -  SCHOLLE (1995)
 EQ1111
 EQ1111                         *CURRENT SURVEY CONTROL
 EQ1111  ___________________________________________________________________
 EQ1111* NAD 83(1992)-  34 29 05.54249(N)    106 29 18.83516(W)     ADJUSTED  
 EQ1111* NAVD 88     -      2072.5    (meters)    6800.     (feet)  VERTCON   
 EQ1111  ___________________________________________________________________
 EQ1111  LAPLACE CORR-           8.94  (seconds)                    DEFLEC99
 EQ1111  GEOID HEIGHT-         -20.62  (meters)                     GEOID03
 EQ1111
 EQ1111  HORZ ORDER  -  THIRD
 EQ1111
 EQ1111.The horizontal coordinates were established by classical geodetic methods
 EQ1111.and adjusted by the National Geodetic Survey in December 1993..
 EQ1111
 EQ1111.The NAVD 88 height was computed by applying the VERTCON shift value to
 EQ1111.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EQ1111
 EQ1111.The Laplace correction was computed from DEFLEC99 derived deflections.
 EQ1111
 EQ1111.The geoid height was determined by GEOID03.
 EQ1111
 EQ1111;                    North         East     Units Scale Factor Converg.
 EQ1111;SPC NM C     -   386,459.688   478,088.377   MT  0.99990592   -0 08 06.3
 EQ1111;SPC NM C     - 1,267,909.83  1,568,528.28   sFT  0.99990592   -0 08 06.3
 EQ1111;UTM  13      - 3,816,925.293   363,314.629   MT  0.99983029   -0 50 34.6
 EQ1111
 EQ1111!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EQ1111!SPC NM C     -   0.99967801  x   0.99990592  =   0.99958396
 EQ1111!UTM  13      -   0.99967801  x   0.99983029  =   0.99950835
 EQ1111
 EQ1111                          SUPERSEDED SURVEY CONTROL
 EQ1111
 EQ1111  NAD 83(1992)-  34 29 05.54702(N)    106 29 18.83218(W) AD(       ) 3
 EQ1111  NGVD 29 (01/22/92) 2071.7    (m)         6797.     (f) VERT ANG       
 EQ1111
 EQ1111.Superseded values are not recommended for survey control.
 EQ1111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ1111.See file dsdata.txt to determine how the superseded data were derived.
 EQ1111
 EQ1111_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU6331516925(NAD 83)
 EQ1111_MARKER: DS = TRIANGULATION STATION DISK
 EQ1111_SETTING: 66 = SET IN ROCK OUTCROP
 EQ1111_SP_SET: SET IN ROCK OUTCROP
 EQ1111_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EQ1111+STABILITY: POSITION/ELEVATION WELL
 EQ1111
 EQ1111  HISTORY     - Date     Condition        Report By
 EQ1111  HISTORY     - 1950     MONUMENTED       USGS
 EQ1111
 EQ1111                          STATION DESCRIPTION
 EQ1111
 EQ1111'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 EQ1111'RECOVERED BY USGS IN 1952 AND REDESCRIBED AS FOLLOWS
 EQ1111'
 EQ1111'STATION IS LOCATED APPROXIMATELY 14.0 MI. (AIRLINE) WSW. OF
 EQ1111'MOUNTAINAIR, 20.5 MI. (AIRLINE) SE. OF BELEN, AND 20.0 MI. (AIRLINE)
 EQ1111'ENE. OF BERNARDO, ON A HIGH GRANITE POINT IN THE S. END OF MANZANO
 EQ1111'MOUNTAINS.
 EQ1111'
 EQ1111'TO REACH STATION FROM BELEN POST OFFICE, GO E. 0.5 MI. TO N-S. STREET,
 EQ1111'THENCE LEFT (N.) 1 BLOCK TO INTERSECTION OF STREET AND STATE HIGHWAY
 EQ1111'6, GO E. ALONG HIGHWAY (ACROSS RIO GRANDE RIVER) 2.05 MI. TO
 EQ1111'CATTLEGUARD ON E. SIDE OF RIVER, CONTINUE ON SE. ALONG STATE HIGHWAY
 EQ1111'6 14.8 MI. TO TRACK RD. E., ALONG N. SIDE OF RAILROAD TRACK, THENCE
 EQ1111'LEFT (E.) ALONG TRACK RD. 2.6 MI. TO Y-FORK, TAKE LEFT FORK 2.15 MI.
 EQ1111'TO CEMENT WATER TANK, AT THIS POINT GO ACROSS COUNTRY SE. (THROUGH
 EQ1111'GAP IN HILLS AND TO E. END OF CANYON) 1.9 MI. TO END OF TRUCK TRAVEL,
 EQ1111'FROM THIS POINT PACK N. (FOR 30 MINUTES) TO TOP OF GRANITE HILL AND
 EQ1111'STATION SITE.
 EQ1111'
 EQ1111'RECOVERED BY USGS IN 1972.
 EQ1111'
 EQ1111'STATION MARK--STANDARD TABLET STAMPED---GRANITE 1950---, CEMENTED IN
 EQ1111'ROCK OUTCROP.
 EQ1111'
 EQ1111'REFERENCE MARK NO. 1--STANDARD REFERENCE TABLET STAMPED---GRANITE
 EQ1111'NO. 1 1950---, CEMENTED IN ROCK OUTCROP, 17.0 FT. NE. OF STATION MARK
 EQ1111'
 EQ1111'REFERENCE MARK NO. 2--STANDARD REFERENCE TABLET STAMPED---GRANITE
 EQ1111'NO. 2 1950---, CEMENTED IN ROCK OUTCROP, 38.9 FT. SE. OF STATION MARK
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0675 ***********************************************************************
 DT0675  DESIGNATION -  GRANITE ET
 DT0675  PID         -  DT0675
 DT0675  STATE/COUNTY-  NM/GRANT
 DT0675  USGS QUAD   -  LITTLE TURKEY PARK (1965)
 DT0675
 DT0675                         *CURRENT SURVEY CONTROL
 DT0675  ___________________________________________________________________
 DT0675* NAD 83(1992)-  33 11 31.39084(N)    108 22 29.73937(W)     ADJUSTED  
 DT0675* NAVD 88     -      2662.     (meters)    8734.     (feet)  VERTCON   
 DT0675  ___________________________________________________________________
 DT0675  LAPLACE CORR-          -0.14  (seconds)                    DEFLEC99
 DT0675  GEOID HEIGHT-         -23.16  (meters)                     GEOID03
 DT0675
 DT0675  HORZ ORDER  -  THIRD
 DT0675
 DT0675.The horizontal coordinates were established by classical geodetic methods
 DT0675.and adjusted by the National Geodetic Survey in December 1993..
 DT0675
 DT0675.The NAVD 88 height was computed by applying the VERTCON shift value to
 DT0675.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DT0675
 DT0675.The Laplace correction was computed from DEFLEC99 derived deflections.
 DT0675
 DT0675.The geoid height was determined by GEOID03.
 DT0675
 DT0675;                    North         East     Units Scale Factor Converg.
 DT0675;SPC NM W     -   243,183.993   779,500.119   MT  0.99994810   -0 17 47.4
 DT0675;SPC NM W     -   797,846.15  2,557,409.97   sFT  0.99994810   -0 17 47.4
 DT0675;UTM  12      - 3,675,648.679   744,725.233   MT  1.00033848   +1 26 16.1
 DT0675
 DT0675!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DT0675!SPC NM W     -   0.99958587  x   0.99994810  =   0.99953399
 DT0675!UTM  12      -   0.99958587  x   1.00033848  =   0.99992421
 DT0675
 DT0675:                Primary Azimuth Mark                     Grid Az
 DT0675:SPC NM W     -  GRANNY MTN ET                            153 00 35.6
 DT0675:UTM  12      -  GRANNY MTN ET                            151 16 32.1
 DT0675
 DT0675|---------------------------------------------------------------------|
 DT0675| PID    Reference Object                     Distance      Geod. Az  |
 DT0675|                                                           dddmmss.s |
 DT0675| DT0676 GRANNY MTN ET                       APPROX.11.5 KM 1524248.2 |
 DT0675|---------------------------------------------------------------------|
 DT0675
 DT0675                          SUPERSEDED SURVEY CONTROL
 DT0675
 DT0675  NAD 83(1992)-  33 11 31.39196(N)    108 22 29.73976(W) AD(       ) 3
 DT0675  NAD 83(1986)-  33 11 31.38974(N)    108 22 29.74027(W) AD(       ) 3
 DT0675  NAD 27      -  33 11 31.15074(N)    108 22 27.55000(W) AD(       ) 3
 DT0675  NGVD 29 (07/19/86) 2661.     (m)         8730.     (f) VERT ANG       
 DT0675
 DT0675.Superseded values are not recommended for survey control.
 DT0675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0675.See file dsdata.txt to determine how the superseded data were derived.
 DT0675
 DT0675_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYB4472575649(NAD 83)
 DT0675_MARKER: DD = SURVEY DISK
 DT0675_SETTING: 66 = SET IN ROCK OUTCROP
 DT0675_SP_SET: SET IN BEDROCK
 DT0675_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DT0675+STABILITY: POSITION/ELEVATION WELL
 DT0675
 DT0675  HISTORY     - Date     Condition        Report By
 DT0675  HISTORY     - 1965     MONUMENTED       USGS
 DT0675
 DT0675                          STATION DESCRIPTION
 DT0675
 DT0675'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 DT0675'STATION IS LOCATED ABOUT 21.0 MI. (AIRLINE) NE. OF CLIFF AND ABOUT
 DT0675'10.0 MI. (AIRLINE) W. OF GILA HOT SPRINGS ON A PROMINENT TOP IN
 DT0675'DIABLO RANGE LOCALLY KNOWN AS GRANITE PEAK.  STATION IS 50.7 FT. NW.
 DT0675'OF CENTER OF USFS STEEL LOOKOUT TOWER AND IS 31.5 FT. LOWER THAN
 DT0675'FLOOR OF LOOKOUT CABIN AND 38.0 FT. LOWER THAN THE EAVES OF LOOKOUT
 DT0675'CABIN ROOF.
 DT0675'
 DT0675'STATION WAS REACHED BY HELICOPTER AND A HELIPORT IS PROVIDED ON RIDGE
 DT0675'E. OF LOOKOUT TOWER.
 DT0675'
 DT0675'STATION MARK--STANDARD USGS BRONZE TABLET CEMENTED IN OUTCROPPING
 DT0675'BEDROCK, STAMPED ---GRANITE ET 1965---.
 DT0675'
 DT0675'NO MENTION OF REFERENCE MARKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS1289 ***********************************************************************
 DS1289  DESIGNATION -  GRANJEAN
 DS1289  PID         -  DS1289
 DS1289  STATE/COUNTY-  NM/SOCORRO
 DS1289  USGS QUAD   -  GRANJEAN WELL (1981)
 DS1289
 DS1289                         *CURRENT SURVEY CONTROL
 DS1289  ___________________________________________________________________
 DS1289* NAD 83(1992)-  33 40 39.72590(N)    106 40 28.83096(W)     ADJUSTED  
 DS1289* NAVD 88     -      1453.94   (+/-2cm)    4770.1    (feet)  VERTCON   
 DS1289  ___________________________________________________________________
 DS1289  LAPLACE CORR-           0.58  (seconds)                    DEFLEC99
 DS1289  GEOID HEIGHT-         -22.46  (meters)                     GEOID03
 DS1289
 DS1289  HORZ ORDER  -  FIRST
 DS1289  VERT ORDER  -  THIRD ? (See Below)
 DS1289
 DS1289.The horizontal coordinates were established by classical geodetic methods
 DS1289.and adjusted by the National Geodetic Survey in December 1993..
 DS1289
 DS1289.The NAVD 88 height was computed by applying the VERTCON shift value to
 DS1289.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DS1289.The vertical order pertains to the NGVD 29 superseded value.
 DS1289
 DS1289.The Laplace correction was computed from DEFLEC99 derived deflections.
 DS1289
 DS1289.The geoid height was determined by GEOID03.
 DS1289
 DS1289;                    North         East     Units Scale Factor Converg.
 DS1289;SPC NM C     -   296,989.181   460,622.713   MT  0.99991911   -0 14 07.8
 DS1289;SPC NM C     -   974,372.00  1,511,226.35   sFT  0.99991911   -0 14 07.8
 DS1289;UTM  13      - 3,727,679.403   344,757.162   MT  0.99989712   -0 55 43.8
 DS1289
 DS1289!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS1289!SPC NM C     -   0.99977532  x   0.99991911  =   0.99969445
 DS1289!UTM  13      -   0.99977532  x   0.99989712  =   0.99967247
 DS1289
 DS1289|---------------------------------------------------------------------|
 DS1289| PID    Reference Object                     Distance      Geod. Az  |
 DS1289|                                                           dddmmss.s |
 DS1289| DS0118 MILLERS WATCH                                      00331     |
 DS1289| CD2960 GRANJEAN AZ MK                                     1792109.8 |
 DS1289|---------------------------------------------------------------------|
 DS1289
 DS1289                          SUPERSEDED SURVEY CONTROL
 DS1289
 DS1289  NAD 83(1986)-  33 40 39.73311(N)    106 40 28.83349(W) AD(       ) 1
 DS1289  NAD 27      -  33 40 39.48253(N)    106 40 26.77649(W) AD(       ) 1
 DS1289  NGVD 29 (07/19/86) 1453.27   (m)         4767.9    (f) LEVELING    3  
 DS1289
 DS1289.Superseded values are not recommended for survey control.
 DS1289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS1289.See file dsdata.txt to determine how the superseded data were derived.
 DS1289
 DS1289_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT4475727679(NAD 83)
 DS1289_MARKER: DD = SURVEY DISK
 DS1289_SETTING: 0 = UNSPECIFIED SETTING
 DS1289
 DS1289  HISTORY     - Date     Condition        Report By
 DS1289  HISTORY     - 1967     MONUMENTED       DMA
 DS1289  HISTORY     - 1968     GOOD             CGS
 DS1289
 DS1289                          STATION DESCRIPTION
 DS1289
 DS1289'DESCRIBED BY DEFENSE MAP AGENCY 1967 (JCC)
 DS1289'THE STATION IS LOCATED IN THE 90 MILE AREA OF WHITE SANDS MISSILE
 DS1289'RANGE, ON THE TOP OF AN ASKANIA BUILDING, 10 MILES SOUTH OF STALLION
 DS1289'RANGE CENTER AND 45 MILES WEST OF CARRIZOZO.  NO REFERENCE MARKS
 DS1289'WERE ESTABLISHED.
 DS1289'
 DS1289'TO REACH FROM STALLION RANGE CENTER HEADQUARTERS BUILDING NUMBER
 DS1289'34200, GO NORTHWEST 0.3 MILE TO A SIDE ROAD LEFT.  TURN LEFT AND
 DS1289'CONTINUE IN A SOUTHERLY DIRECTION 10.9 MILES TO A SIDE ROAD LEFT,
 DS1289'AND AZIMUTH MARK 2 NORTHEAST OF THE INTERSECTION.  TURN LEFT AND GO
 DS1289'EASTERLY 0.8 MILES TO AN ASKANIA BUILDING AND THE STATION.  TO
 DS1289'REACH THE AZIMUTH MARK (WSPG) FROM THE STATION, TURN RIGHT AND
 DS1289'CONTINUE IN A SOUTHERLY DIRECTION 1.1 MILE TO A CROSS ROAD.
 DS1289'TURN LEFT 0.4 MILE TO THE AZIMUTH MARK (WSPG) ON THE LEFT.
 DS1289'
 DS1289'THE STATION IS A WSPG DISK CEMENTED IN A DRILL HOLE IN THE CONCRETE
 DS1289'ROOF OF AN ASKANIA BUILDING ABOUT 3 FEET SOUTHWEST OF THE NORTHEAST
 DS1289'CORNER, STAMPED GRANJEAN AND SET FLUSH.
 DS1289'
 DS1289'THE AZIMUTH MARK (WSPG) IS A WSPG AZIMUTH MARK DISK SET IN THE TOP OF
 DS1289'A 6 INCH ROUND POST, 1 FOOT EAST OF A METAL WITNESS POST, 4 FEET
 DS1289'WEST-NORTHWEST OF A WOODEN WITNESS POST, 38 FEET NORTH OF THE
 DS1289'CENTERLINE OF THE ROAD, STAMPED GRANJEAN 1965 AND PROJECTS 2
 DS1289'INCHES.
 DS1289'
 DS1289'THE AZIMUTH MARK 2 IS A STANDARD AZIMUTH MARK DISK SET IN A
 DS1289'SQUARE CONCRETE POST 2.5 FEET SOUTHWEST OF A WITNESS POST, 29 FEET
 DS1289'NORTH OF A SIGN BRANJEAN, 74 FEET NORTH OF THE CENTERLINE OF ROAD
 DS1289'AND 60 FEET EAST OF A PAVED ROAD, STAMPED GRANJEAN WSPG AZ 2 1967
 DS1289'AND PROJECTS 6 INCHES.
 DS1289
 DS1289                          STATION RECOVERY (1968)
 DS1289
 DS1289'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JBJ)
 DS1289'THE STATION IS ABOUT 39-1/2 MILES NORTHWEST OF THREE RIVERS, 21-1/2
 DS1289'MILE SOUTHWEST OF BINGHAM, 10 MILES SOUTH OF THE STALLION RANGE
 DS1289'CENTER AND ON THE ROOF OF A BUILDING NUMBER 34051 WHICH IS ABOUT 10
 DS1289'FEET IN HEIGHT.
 DS1289'
 DS1289'TO REACH THE STATION FROM THE POST OFFICE IN THREE RIVERS, GO NORTH
 DS1289'ON U. S. HIGHWAY 54 FOR 11.0 MILES TO ROUTE 12 ON THE LEFT AT
 DS1289'OSCURO.  TURN LEFT AND GO WEST ON ROUTE 12, A GRAVELED ROAD, FOR
 DS1289'6.1 MILES TO A LOCKED GATE.  PASS THROUGH THE GATE AND CONTINUE
 DS1289'WEST ON ROUTE 12 FOR 16.7 MILES TO A FORK.  TAKE THE RIGHT FORK
 DS1289'AND GO WESTERLY FOR 0.15 MILE TO ROUTE 7.  TURN RIGHT AND GO
 DS1289'NORTHWESTERLY ON ROUTE 7 FOR 11.4 MILES TO ROUTE 20.  TURN LEFT
 DS1289'AND GO WESTERLY ON ROUTE 20 FOR 2.6 MILES TO A 3-WAY FORK.  TAKE
 DS1289'THE CENTER FORK AND GO NORTHWESTERLY ON GRAVELED ROAD FOR 5.4
 DS1289'MILES TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE NORTHWESTERLY
 DS1289'FOR 0.4 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO NORTHERLY
 DS1289'ON A GRAVELED ROAD FOR 1.0 MILE TO THE BUILDING AND THE STATION.
 DS1289'
 DS1289'THE STATION MARK IS A BRONZE DISK OF THE WHITE SANDS PROVING GROUNDS,
 DS1289'STAMPED GRANJEAN, CEMENTED IN A DRILL HOLE IN THE CONCRETE ROOF OF
 DS1289'A BUILDING NUMBER 34051.  IT IS 14.9 FEET NORTHEAST OF THE
 DS1289'SOUTHWEST CORNER OF THE BUILDING, 11.8 FEET NORTH-NORTHWEST OF THE
 DS1289'SOUTHEAST CORNER OF THE BUILDING, 9.8 FEET SOUTHEAST OF THE
 DS1289'NORTHWEST CORNER OF THE BUILDING AND 3.9 FEET SOUTH-SOUTHWEST OF
 DS1289'THE NORTHEAST CORNER OF THE BUILDING.
 DS1289'
 DS1289'THE AZIMUTH MARK IS A BRONZE DISK OF THE WHITE SANDS PROVING GROUNDS,
 DS1289'STAMPED GRANJEAN 1965, SET IN THE TOP OF A ROUND CONCRETE POST,
 DS1289'6 INCHES IN DIAMETER, THAT PROJECTS 2 INCHES ABOVE THE GROUND.  IT
 DS1289'IS 39.0 FEET NORTH OF THE CENTERLINE OF THE GRAVELED ROAD, 3.7
 DS1289'FEET WEST OF A WOOD WITNESS POST AND 0.9 FEET EAST OF A METAL
 DS1289'WITNESS POST.
 DS1289'
 DS1289'REFERENCE MARKS NOT REQUIRED AT THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0715 ***********************************************************************
 DS0715  DESIGNATION -  GRANJEAN AZ MK
 DS0715  PID         -  DS0715
 DS0715  STATE/COUNTY-  NM/SOCORRO
 DS0715  USGS QUAD   -  GRANJEAN WELL (1981)
 DS0715
 DS0715                         *CURRENT SURVEY CONTROL
 DS0715  ___________________________________________________________________
 DS0715* NAD 83(1986)-  33 39 44.     (N)    106 40 26.     (W)     SCALED    
 DS0715* NAVD 88     -      1445.482  (meters)    4742.39   (feet)  ADJUSTED  
 DS0715  ___________________________________________________________________
 DS0715  GEOID HEIGHT-         -22.48  (meters)                     GEOID03
 DS0715  DYNAMIC HT  -        1443.409 (meters)    4735.58  (feet)  COMP
 DS0715  MODELED GRAV-     979,152.1   (mgal)                       NAVD 88
 DS0715
 DS0715  VERT ORDER  -  SECOND    CLASS 0
 DS0715
 DS0715.The horizontal coordinates were scaled from a topographic map and have
 DS0715.an estimated accuracy of +/- 6 seconds.
 DS0715
 DS0715.The orthometric height was determined by differential leveling
 DS0715.and adjusted by the National Geodetic Survey in June 1991..
 DS0715
 DS0715.The geoid height was determined by GEOID03.
 DS0715
 DS0715.The dynamic height is computed by dividing the NAVD 88
 DS0715.geopotential number by the normal gravity value computed on the
 DS0715.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0715.degrees latitude (g = 980.6199 gals.).
 DS0715
 DS0715.The modeled gravity was interpolated from observed gravity values.
 DS0715
 DS0715;                    North         East    Units  Estimated Accuracy
 DS0715;SPC NM C     -   295,270.      460,690.      MT  (+/- 180 meters Scaled)
 DS0715
 DS0715                          SUPERSEDED SURVEY CONTROL
 DS0715
 DS0715  NGVD 29 (??/??/92) 1444.814  (m)         4740.19   (f) ADJ UNCH    2 0
 DS0715
 DS0715.Superseded values are not recommended for survey control.
 DS0715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0715.See file dsdata.txt to determine how the superseded data were derived.
 DS0715
 DS0715_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT448259(NAD 83)
 DS0715_MARKER: DZ = AZIMUTH MARK DISK
 DS0715_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0715_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0715_STAMPING: GRAN JEAN 1965
 DS0715_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0715+STABILITY: SURFACE MOTION
 DS0715
 DS0715  HISTORY     - Date     Condition        Report By
 DS0715  HISTORY     - 1965     MONUMENTED       WSMR
 DS0715  HISTORY     - 1966     GOOD             NGS
 DS0715
 DS0715                          STATION DESCRIPTION
 DS0715
 DS0715'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 DS0715'12.45 MI S FROM STALLION RANGE CENTER.
 DS0715'ABOUT 0.35 MILE NORTHWEST ALONG WHITE SANDS MISSILE RANGE ROUTE 7 FROM
 DS0715'THE HEADQUARTERS BUILDING AT STALLION RANGE CENTER, THENCE 11.15 MILES
 DS0715'SOUTH ALONG WHITE SANDS MISSILE RANGE ROUTE 5, THENCE 0.95 MILE EAST
 DS0715'ALONG WHITE SANDS MISSILE RANGE ROUTE 22, IN S 25, T 7 S, R 2 E, 40
 DS0715'FEET NORTH OF THE CENTER LINE OF THE ROAD, 0.8 FOOT EAST OF A METAL
 DS0715'WITNESS POST, ABOUT 3 FEET ABOVE THE LEVEL OF THE ROAD, AND SET IN THE
 DS0715'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0676 ***********************************************************************
 DT0676  DESIGNATION -  GRANNY MTN ET
 DT0676  PID         -  DT0676
 DT0676  STATE/COUNTY-  NM/GRANT
 DT0676  USGS QUAD   -  GRANNY MOUNTAIN (1965)
 DT0676
 DT0676                         *CURRENT SURVEY CONTROL
 DT0676  ___________________________________________________________________
 DT0676* NAD 83(1992)-  33 05 59.93792(N)    108 19 06.62803(W)     ADJUSTED  
 DT0676* NAVD 88     -      2364.     (meters)    7756.     (feet)  VERTCON   
 DT0676  ___________________________________________________________________
 DT0676  LAPLACE CORR-           0.45  (seconds)                    DEFLEC99
 DT0676  GEOID HEIGHT-         -23.37  (meters)                     GEOID03
 DT0676
 DT0676  HORZ ORDER  -  THIRD
 DT0676
 DT0676.The horizontal coordinates were established by classical geodetic methods
 DT0676.and adjusted by the National Geodetic Survey in December 1993..
 DT0676
 DT0676.The NAVD 88 height was computed by applying the VERTCON shift value to
 DT0676.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DT0676
 DT0676.The Laplace correction was computed from DEFLEC99 derived deflections.
 DT0676
 DT0676.The geoid height was determined by GEOID03.
 DT0676
 DT0676;                    North         East     Units Scale Factor Converg.
 DT0676;SPC NM W     -   232,947.648   784,713.650   MT  0.99994194   -0 15 53.9
 DT0676;SPC NM W     -   764,262.41  2,574,514.70   sFT  0.99994194   -0 15 53.9
 DT0676;UTM  12      - 3,665,570.472   750,248.070   MT  1.00037221   +1 27 54.5
 DT0676
 DT0676!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DT0676!SPC NM W     -   0.99963267  x   0.99994194  =   0.99957463
 DT0676!UTM  12      -   0.99963267  x   1.00037221  =   1.00000474
 DT0676
 DT0676:                Primary Azimuth Mark                     Grid Az
 DT0676:SPC NM W     -  COPPERAS                                 083 16 30.9
 DT0676:UTM  12      -  COPPERAS                                 081 32 42.5
 DT0676
 DT0676|---------------------------------------------------------------------|
 DT0676| PID    Reference Object                     Distance      Geod. Az  |
 DT0676|                                                           dddmmss.s |
 DT0676| DT0673 COPPERAS                            APPROX.10.9 KM 0830037.0 |
 DT0676|---------------------------------------------------------------------|
 DT0676
 DT0676                          SUPERSEDED SURVEY CONTROL
 DT0676
 DT0676  NAD 83(1992)-  33 05 59.93877(N)    108 19 06.62990(W) AD(       ) 3
 DT0676  NAD 83(1986)-  33 05 59.93656(N)    108 19 06.62963(W) AD(       ) 3
 DT0676  NAD 27      -  33 05 59.68743(N)    108 19 04.44127(W) AD(       ) 3
 DT0676  NGVD 29 (07/19/86) 2363.     (m)         7753.     (f) VERT ANG       
 DT0676
 DT0676.Superseded values are not recommended for survey control.
 DT0676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0676.See file dsdata.txt to determine how the superseded data were derived.
 DT0676
 DT0676_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYB5024865570(NAD 83)
 DT0676_MARKER: DD = SURVEY DISK
 DT0676_SETTING: 66 = SET IN ROCK OUTCROP
 DT0676_SP_SET: SET IN BEDROCK
 DT0676_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DT0676+STABILITY: POSITION/ELEVATION WELL
 DT0676
 DT0676  HISTORY     - Date     Condition        Report By
 DT0676  HISTORY     - 1965     MONUMENTED       USGS
 DT0676
 DT0676                          STATION DESCRIPTION
 DT0676
 DT0676'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 DT0676'LOCATED ABOUT 23.0 MI. N. OF SILVER CITY AND 10.2 MI. E. OF JUNCTION
 DT0676'OF TURKEY CREEK AND GILA RIVER ON HIGHEST POINT OF GRANNY MOUNTAIN.
 DT0676'REACHED BY HELICOPTER.
 DT0676'
 DT0676'STATION MARK--STANDARD USGS BRONZE TABLET SET IN BEDROCK, STAMPED
 DT0676'---GRANNY MTN.-ET 1965---.
 DT0676'
 DT0676'NO MENTION OF REFERENCE MARKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0602 ***********************************************************************
 FO0602  DESIGNATION -  GRANT
 FO0602  PID         -  FO0602
 FO0602  STATE/COUNTY-  NM/SANDOVAL
 FO0602  USGS QUAD   -  JEMEZ SPRINGS (1976)
 FO0602
 FO0602                         *CURRENT SURVEY CONTROL
 FO0602  ___________________________________________________________________
 FO0602* NAD 83(1986)-  35 51 54.     (N)    106 38 18.     (W)     SCALED    
 FO0602* NAVD 88     -      2322.003  (meters)    7618.10   (feet)  ADJUSTED  
 FO0602  ___________________________________________________________________
 FO0602  GEOID HEIGHT-         -18.84  (meters)                     GEOID03
 FO0602  DYNAMIC HT  -        2318.663 (meters)    7607.15  (feet)  COMP
 FO0602  MODELED GRAV-     979,111.2   (mgal)                       NAVD 88
 FO0602
 FO0602  VERT ORDER  -  SECOND    CLASS 0
 FO0602
 FO0602.The horizontal coordinates were scaled from a topographic map and have
 FO0602.an estimated accuracy of +/- 6 seconds.
 FO0602
 FO0602.The orthometric height was determined by differential leveling
 FO0602.and adjusted by the National Geodetic Survey in June 1991..
 FO0602
 FO0602.The geoid height was determined by GEOID03.
 FO0602
 FO0602.The dynamic height is computed by dividing the NAVD 88
 FO0602.geopotential number by the normal gravity value computed on the
 FO0602.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0602.degrees latitude (g = 980.6199 gals.).
 FO0602
 FO0602.The modeled gravity was interpolated from observed gravity values.
 FO0602
 FO0602;                    North         East    Units  Estimated Accuracy
 FO0602;SPC NM C     -   539,610.      464,930.      MT  (+/- 180 meters Scaled)
 FO0602
 FO0602                          SUPERSEDED SURVEY CONTROL
 FO0602
 FO0602  NGVD 29 (??/??/92) 2320.867  (m)         7614.38   (f) ADJ UNCH    2 0
 FO0602
 FO0602.Superseded values are not recommended for survey control.
 FO0602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0602.See file dsdata.txt to determine how the superseded data were derived.
 FO0602
 FO0602_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV520702(NAD 83)
 FO0602_MARKER: P = PIPE CAP
 FO0602_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 FO0602_SP_SET: METAL PIPE DRIVEN INTO GROUND
 FO0602_STAMPING: 15 M, T 19 N, R 3 E, S 20, GRANT 1927
 FO0602_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FO0602
 FO0602  HISTORY     - Date     Condition        Report By
 FO0602  HISTORY     - 1927     MONUMENTED       USGLO
 FO0602  HISTORY     - 1941     GOOD             NGS
 FO0602
 FO0602                          STATION DESCRIPTION
 FO0602
 FO0602'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 FO0602'7.8 MI N FROM JEMEZ SPRINGS.
 FO0602'7.8 MILES NORTH ALONG STATE HIGHWAY 4 FROM THE RANGER STATION AT JEMEZ
 FO0602'SPRINGS, SANDOVAL COUNTY, 0.2 MILE SOUTHWEST OF THE JUNCTION OF STATE
 FO0602'HIGHWAY 126, 400 FEET NORTH OF A CATTLEGUARD, 104 FEET EAST OF THE
 FO0602'NORTH END OF A BRIDGE OVER JEMEZ CREEK, 96 FEET EAST OF THE CENTERLINE
 FO0602'OF THE HIGHWAY, 30 FEET SOUTHWEST OF A CATTLEGUARD ON A SIDE ROAD, 21
 FO0602'FEET WEST OF THE CENTERLINE OF A ROAD BETWEEN THE RIVER AND A SMALL
 FO0602'CREEK, 0.2 FOOT SOUTH OF A FENCE, AND 1 FOOT LOWER THAN THE HIGHWAY. A
 FO0602'UNITED STATES GENERAL LAND OFFICE STANDARD SECTION-CORNER CAP, STAMPED
 FO0602'15 M, T 19 N, R 3 E, S 20, GRANT 1927 AND RIVETED ON THE TOP OF A
 FO0602'2-INCH IRON PIPE PROJECTING 1.3 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0707 ***********************************************************************
 EQ0707  DESIGNATION -  GRANT
 EQ0707  PID         -  EQ0707
 EQ0707  STATE/COUNTY-  NM/TORRANCE
 EQ0707  USGS QUAD   -  TAJIQUE (1990)
 EQ0707
 EQ0707                         *CURRENT SURVEY CONTROL
 EQ0707  ___________________________________________________________________
 EQ0707* NAD 83(1992)-  34 51 19.87148(N)    106 17 05.92332(W)     ADJUSTED  
 EQ0707* NAVD 88     -      2293.9    (meters)    7526.     (feet)  VERTCON   
 EQ0707  ___________________________________________________________________
 EQ0707  LAPLACE CORR-          -0.89  (seconds)                    DEFLEC99
 EQ0707  GEOID HEIGHT-         -19.46  (meters)                     GEOID03
 EQ0707
 EQ0707  HORZ ORDER  -  THIRD
 EQ0707
 EQ0707.The horizontal coordinates were established by classical geodetic methods
 EQ0707.and adjusted by the National Geodetic Survey in December 1993..
 EQ0707
 EQ0707.The NAVD 88 height was computed by applying the VERTCON shift value to
 EQ0707.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EQ0707
 EQ0707.The Laplace correction was computed from DEFLEC99 derived deflections.
 EQ0707
 EQ0707.The geoid height was determined by GEOID03.
 EQ0707
 EQ0707;                    North         East     Units Scale Factor Converg.
 EQ0707;SPC NM C     -   427,547.858   496,801.576   MT  0.99990013   -0 01 12.0
 EQ0707;SPC NM C     - 1,402,713.26  1,629,923.17   sFT  0.99990013   -0 01 12.0
 EQ0707;UTM  13      - 3,857,773.827   382,534.392   MT  0.99977006   -0 44 04.1
 EQ0707
 EQ0707!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EQ0707!SPC NM C     -   0.99964311  x   0.99990013  =   0.99954327
 EQ0707!UTM  13      -   0.99964311  x   0.99977006  =   0.99941325
 EQ0707
 EQ0707:                Primary Azimuth Mark                     Grid Az
 EQ0707:SPC NM C     -  CHILILI                                  347 58 32.7
 EQ0707:UTM  13      -  CHILILI                                  348 41 24.8
 EQ0707
 EQ0707|---------------------------------------------------------------------|
 EQ0707| PID    Reference Object                     Distance      Geod. Az  |
 EQ0707|                                                           dddmmss.s |
 EQ0707| EQ0704 CHILILI                             APPROX. 5.2 KM 3475720.7 |
 EQ0707|---------------------------------------------------------------------|
 EQ0707
 EQ0707                          SUPERSEDED SURVEY CONTROL
 EQ0707
 EQ0707  NAD 83(1986)-  34 51 19.87763(N)    106 17 05.92339(W) AD(       ) 3
 EQ0707  NAD 27      -  34 51 19.67789(N)    106 17 03.86470(W) AD(       ) 3
 EQ0707  NGVD 29 (07/19/86) 2293.0    (m)         7523.     (f) VERT ANG       
 EQ0707
 EQ0707.Superseded values are not recommended for survey control.
 EQ0707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0707.See file dsdata.txt to determine how the superseded data were derived.
 EQ0707
 EQ0707_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU8253457774(NAD 83)
 EQ0707_MARKER: DD = SURVEY DISK
 EQ0707_SETTING: 80 = SET IN A BOULDER
 EQ0707_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EQ0707+STABILITY: SURFACE MOTION
 EQ0707
 EQ0707  HISTORY     - Date     Condition        Report By
 EQ0707  HISTORY     - 1952     MONUMENTED       USGS
 EQ0707
 EQ0707                          STATION DESCRIPTION
 EQ0707
 EQ0707'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 EQ0707'STATION IS LOCATED 4 MI. (AIRLINE) SW. OF CHILILI AND 7 MI. (AIRLINE)
 EQ0707'N. OF TAJIQUE.
 EQ0707'
 EQ0707'TO REACH STATION FROM THE CHURCH AT CHILILI, GO SOUTHWESTERLY ALONG
 EQ0707'THE COUNTY RD. FOR 3.15 MI. TO A CATTLEGUARD AND LA JARA RANCH SIGN,
 EQ0707'CROSS CATTLEGUARD AND FOLLOW MAIN TRAVELED RD. TO RANCH BUILDINGS, GO
 EQ0707'LEFT AROUND BUILDINGS, CROSS THE DRAIN AND FOLLOW BLADED RD. WESTERLY
 EQ0707'FOR 1.0 MI. TO A RD. FORK E., WHICH ENTERS A FIELD, CONTINUE ON MAIN
 EQ0707'RD. WESTERLY, STAYING ON THE OUTSIDE OF THE FENCE, FOR 0.4 MI. TO RD.
 EQ0707'FORK TO LEFT (S.), TURN LEFT AND FOLLOW TRAIL AROUND S. EDGE OF FIELD
 EQ0707'FOR 0.3 MI. TO GATE, GO THROUGH GATE AND CONTINUE SW. FOR 0.15 MI. TO
 EQ0707'A THREE WAY TRAIL FORKS, TAKE FORK FURTHEST TO LEFT (E.) AND CONTINUE
 EQ0707'SOUTHEASTERLY ALONG A TRACK RD., WHICH FOLLOWS A DRAIN FOR 0.3 MI.,
 EQ0707'AND END OF TRUCK TRAVEL.  STATION IS ON THE SW. EDGE OF THE HILL TO
 EQ0707'THE LEFT (E.) AND ABOUT A 10 MINUTE PACK.
 EQ0707'
 EQ0707'STATION MARK--STANDARD TABLET, STAMPED ---GRANT 1952---, AND SET IN A
 EQ0707'LARGE BOULDER.
 EQ0707'
 EQ0707'REFERENCE MARK NO. 1--STANDARD TABLET, STAMPED ---REFERENCE MARK NO.
 EQ0707'1 GRANT 1952---, AND SET IN LARGE BOULDER, 26.40 FT. NW. OF STATION,
 EQ0707'N 20 DEG 49 MIN W.
 EQ0707'
 EQ0707'REFERENCE MARK NO. 2--STANDARD TABLET, STAMPED ---REFERENCE MARK NO.
 EQ0707'2 GRANT 1952---, AND SET IN LARGE BOULDER, 40.50 FT. E. OF STATION,
 EQ0707'N 76 DEG 37 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0856 ***********************************************************************
 FO0856  DESIGNATION -  GRANTS
 FO0856  PID         -  FO0856
 FO0856  STATE/COUNTY-  NM/CIBOLA
 FO0856  USGS QUAD   -  MILAN (1995)
 FO0856
 FO0856                         *CURRENT SURVEY CONTROL
 FO0856  ___________________________________________________________________
 FO0856* NAD 83(1992)-  35 08 36.10370(N)    107 52 45.98581(W)     ADJUSTED  
 FO0856* NAVD 88     -      1997.244  (meters)    6552.62   (feet)  ADJUSTED  
 FO0856  ___________________________________________________________________
 FO0856  LAPLACE CORR-          -2.71  (seconds)                    DEFLEC99
 FO0856  GEOID HEIGHT-         -20.43  (meters)                     GEOID03
 FO0856  DYNAMIC HT  -        1994.387 (meters)    6543.25  (feet)  COMP
 FO0856  MODELED GRAV-     979,132.5   (mgal)                       NAVD 88
 FO0856
 FO0856  HORZ ORDER  -  FIRST
 FO0856  VERT ORDER  -  FIRST     CLASS II
 FO0856
 FO0856.The horizontal coordinates were established by classical geodetic methods
 FO0856.and adjusted by the National Geodetic Survey in December 1993..
 FO0856
 FO0856.The orthometric height was determined by differential leveling
 FO0856.and adjusted by the National Geodetic Survey in June 1991..
 FO0856
 FO0856.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO0856
 FO0856.The geoid height was determined by GEOID03.
 FO0856
 FO0856.The dynamic height is computed by dividing the NAVD 88
 FO0856.geopotential number by the normal gravity value computed on the
 FO0856.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0856.degrees latitude (g = 980.6199 gals.).
 FO0856
 FO0856.The modeled gravity was interpolated from observed gravity values.
 FO0856
 FO0856;                    North         East     Units Scale Factor Converg.
 FO0856;SPC NM W     -   459,486.124   825,798.665   MT  0.99991688   -0 01 35.5
 FO0856;SPC NM W     - 1,507,497.39  2,709,307.79   sFT  0.99991688   -0 01 35.5
 FO0856;UTM  13      - 3,892,737.880   237,667.839   MT  1.00044822   -1 39 30.3
 FO0856
 FO0856!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO0856!SPC NM W     -   0.99968981  x   0.99991688  =   0.99960671
 FO0856!UTM  13      -   0.99968981  x   1.00044822  =   1.00013789
 FO0856
 FO0856:                Primary Azimuth Mark                     Grid Az
 FO0856:SPC NM W     -  GRANTS AZ MK                             073 47 57.7
 FO0856:UTM  13      -  GRANTS AZ MK                             075 25 52.5
 FO0856
 FO0856|---------------------------------------------------------------------|
 FO0856| PID    Reference Object                     Distance      Geod. Az  |
 FO0856|                                                           dddmmss.s |
 FO0856| CD3465 GRANTS AZ MK                                       0734622.2 |
 FO0856| FO1635 GRANTS ATSFRR LOADING CHUTE         APPROX. 2.8 KM 0764210.0 |
 FO0856| CD3466 GRANTS RM 1                          19.286 METERS 09527     |
 FO0856| CD3467 GRANTS RM 2                           7.060 METERS 16616     |
 FO0856|---------------------------------------------------------------------|
 FO0856
 FO0856                          SUPERSEDED SURVEY CONTROL
 FO0856
 FO0856  NAD 83(1986)-  35 08 36.10458(N)    107 52 45.98751(W) AD(       ) 1
 FO0856  NAD 27      -  35 08 35.96969(N)    107 52 43.78071(W) AD(       ) 1
 FO0856  NAVD 88 (03/18/92) 1997.24   (m)         6552.6    (f) LEVELING    3  
 FO0856  NGVD 29 (07/19/86) 1995.6    (m)         6547.     (f) VERT ANG       
 FO0856
 FO0856.Superseded values are not recommended for survey control.
 FO0856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0856.See file dsdata.txt to determine how the superseded data were derived.
 FO0856
 FO0856_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBU3766892738(NAD 83)
 FO0856_MARKER: DS = TRIANGULATION STATION DISK
 FO0856_SETTING: 66 = SET IN ROCK OUTCROP
 FO0856_SP_SET: ROCK OUTCROP
 FO0856_STAMPING: GRANTS 1945
 FO0856_MARK LOGO: CGS   
 FO0856_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FO0856+STABILITY: POSITION/ELEVATION WELL
 FO0856
 FO0856  HISTORY     - Date     Condition        Report By
 FO0856  HISTORY     - 1945     MONUMENTED       CGS
 FO0856  HISTORY     - 1949     GOOD             USGS
 FO0856  HISTORY     - 1971     GOOD             NMHD
 FO0856  HISTORY     - 1977     GOOD             NGS
 FO0856  HISTORY     - 1982     GOOD             NGS
 FO0856  HISTORY     - 19990909 GOOD             USPSQD
 FO0856
 FO0856                          STATION DESCRIPTION
 FO0856
 FO0856'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (RAM)
 FO0856'STATION IS LOCATED NEAR THE N TIP OF A LOW RIDGE WHICH IS
 FO0856'LOCATED ABOUT 1-1/4 MILES (AIR LINE) SW OF GRANTS, ABOUT
 FO0856'3/4 MILE WNW OF A PROMINENT BROWN RIDGE WHICH IS SITUATED IN
 FO0856'THE FLAT, BLACK LAVA FLOW S OF GRANTS.  IT IS ABOUT 1/4 MILE
 FO0856'S OF A SAWMILL.
 FO0856'
 FO0856'TO REACH THE STATION FROM THE POST OFFICE IN GRANTS, GO W ON
 FO0856'U.S. HIGHWAY 66 FOR 0.8 MILE TO A GRADED ROAD LEFT AT SIGN
 FO0856'EL MORRO.  TURN LEFT AND GO S ACROSS THE RAILROAD TRACKS
 FO0856'0.5 MILE ON THE MAIN ROAD, THENCE KEEP LEFT FORK ON THE MAIN
 FO0856'ROAD 0.55 MILE TO THE AZIMUTH MARK ON THE LEFT IN LAVA OUTCROP.
 FO0856'CONTINUE 0.1 MILE TO A BACK RIGHT FORK - A ROAD IN TO THE
 FO0856'SAWMILL.  TURN BACK TO THE RIGHT, THEN IMMEDIATELY TURN OFF
 FO0856'TO THE LEFT ON A DIM TRACK ROAD UP THE HILL 0.3 MILE TO THE
 FO0856'STATION.
 FO0856'
 FO0856'STATION MARK IS A BRONZE STATION DISK SET IN A DRILL HOLE
 FO0856'IN OUTCROPPING BEDROCK FLUSH WITH THE GROUND AND IS STAMPED
 FO0856'GRANTS 1945.  IT IS LOCATED 211 FEET E OF A WIRE FENCE LINE
 FO0856'AND 442 FEET NNE OF A T-FENCE CORNER.
 FO0856'
 FO0856'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK STAMPED GRANTS
 FO0856'NO 1 1945 AND IS SET IN A DRILL HOLE IN OUTCROPPING BEDROCK
 FO0856'FLUSH WITH THE GROUND.  IT IS LOCATED E OF THE STATION AND
 FO0856'ABOUT 1-1/2 FEET LOWER.
 FO0856'
 FO0856'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK STAMPED GRANTS
 FO0856'NO 2 1945 AND IS SET IN A DRILL HOLE IN OUTCROPPING BEDROCK
 FO0856'FLUSH WITH THE GROUND.  IT IS LOCATED SSE OF THE STATION AND
 FO0856'ABOUT 1/2 FOOT HIGHER.
 FO0856'
 FO0856'AZIMUTH MARK IS A BRONZE REFERENCE DISK STAMPED GRANTS 1945
 FO0856'AZIMUTH AND IS SET IN A DRILL HOLE IN OUTCROPPING BEDROCK
 FO0856'LAVA FLOW WHICH PROJECTS ABOUT 10 FEET ABOVE THE GROUND.
 FO0856'THE MARK IS LOCATED NEAR THE W EDGE OF THE OUTCROP, 224 FEET
 FO0856'ESE OF A BLADED ROAD, ABOUT 1/4 MILE SE OF A SAWMILL, AND ENE
 FO0856'OF THE STATION.
 FO0856
 FO0856                          STATION RECOVERY (1949)
 FO0856
 FO0856'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1949
 FO0856'DESCRIPTION AND POSITION LISTED IN NGS QUAD 35107-3, STATION 1025.
 FO0856'
 FO0856'RECOVERED BY USGS IN 1949 AS DESCRIBED.
 FO0856'
 FO0856'STATION MARK--A BRONZE STATION DISK SET IN A DRILL HOLE IN
 FO0856'OUTCROPPING BEDROCK FLUSH WITH THE GROUND AND IS STAMPED---GRANTS
 FO0856'1945---.
 FO0856
 FO0856                          STATION RECOVERY (1971)
 FO0856
 FO0856'RECOVERY NOTE BY NM HIGHWAY DEPT 1971
 FO0856'GRANTS 1945-GOOD
 FO0856
 FO0856                          STATION RECOVERY (1977)
 FO0856
 FO0856'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 FO0856'STATION RECOVERED AND ALL MARKS ARE IN GOOD CONDITION.  STATION IS
 FO0856'LOCATED ABOUT 1-1/4 MILES SOUTHWEST OF THE CENTRAL SECTION OF
 FO0856'GRANTS, ON A LOW RIDGE AND ON LAND WHICH IS OWNED BY A MR. BEN C.
 FO0856'ORTIZ, BOX 1105, GRANTS, NEW MEXICO 87020.
 FO0856'
 FO0856'STATION IS REACHED FROM THE JUNCTION OF STATE HIGHWAY 53 AND SANTA
 FO0856'FE DRIVE WHICH IS ABOUT 1 MILE WEST OF THE CENTER OF TOWN.  GO
 FO0856'SOUTH, CROSSING INTERSTATE HIGHWAY 40 FOR 0.95 MILE TO A METAL GATE
 FO0856'ON RIGHT.  GATE IS LOCKED.  KEY CAN BE OBTAINED AT A BAR OWNED BY
 FO0856'MR. ORTIZ, ABOUT 1/4 MILE SOUTH OF THE GATE.  TURN RIGHT, PASS
 FO0856'THROUGH THE GATE AND GO WESTERLY, ACROSS COUNTRY FOR ABOUT 0.3
 FO0856'MILE, TOP OF HILL AND STATION.
 FO0856'
 FO0856'AZIMUTH MARK IS REACHED FROM THE METAL GATE MENTIONED ABOVE.  GO
 FO0856'SOUTH ON HIGHWAY 53 FOR 200 FEET TO A SURFACED ROAD ON LEFT.  TURN
 FO0856'LEFT AND GO EASTERLY ON THE SURFACED ROAD FOR 0.1 MILE TO A WIRE
 FO0856'GATE ON RIGHT.  PASS THROUGH GATE AND CONTINUE EASTERLY FOR
 FO0856'ABOUT 200 FEET TO A LARGE LAVA OUTCROP AND DISK IN TOP OF LAVA
 FO0856'ROCK.
 FO0856'
 FO0856'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1-1/4 MILES
 FO0856'SOUTHWEST OF GRANTS.
 FO0856
 FO0856                          STATION RECOVERY (1982)
 FO0856
 FO0856'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FO0856'4.1 KM (2.55 MI) SW FROM GRANTS.
 FO0856'2.2 KM (1.35 MI) NORTHWESTERLY ALONG THE SANTA FE RAILROAD FROM THE
 FO0856'RAILROAD STATION IN GRANTS, THENCE 1.2 KM (0.75 MI) SOUTHWEST ALONG
 FO0856'STATE HIGHWAY 53, THENCE 0.4 KM (0.25 MI) WEST ALONG A GRAVELED ROAD,
 FO0856'THENCE 0.3 KM (0.2 MI) SOUTH ALONG A GRAVELED ROAD, IN THE CENTER OF A
 FO0856'2 BY 2 FT EXPOSED AREA OF OUTCROPPING BEDROCK, 134.7 METERS (441.9 FT)
 FO0856'NORTHEAST OF A FENCE CORNER, 68.9 METERS (226.0 FT) EAST OF THE CENTER
 FO0856'OF THE GRAVELED ROAD, 64.3 METERS (211.0 FT) EAST OF A FENCE, AND 1.3
 FO0856'METER (4.3 FT) NORTHEAST OF A CEDER TREE.
 FO0856'THE MARK IS 1.2 M ABOVE THE ROAD.
 FO0856
 FO0856                          STATION RECOVERY (1999)
 FO0856
 FO0856'RECOVERY NOTE BY US POWER SQUADRON 1999
 FO0856'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1635 ***********************************************************************
 FO1635  DESIGNATION -  GRANTS ATSFRR LOADING CHUTE
 FO1635  PID         -  FO1635
 FO1635  STATE/COUNTY-  NM/CIBOLA
 FO1635  USGS QUAD   -  GRANTS (1995)
 FO1635
 FO1635                         *CURRENT SURVEY CONTROL
 FO1635  ___________________________________________________________________
 FO1635* NAD 83(1992)-  35 08 57.23400(N)    107 50 57.06097(W)     ADJUSTED  
 FO1635* NAVD 88     -                                                        
 FO1635  ___________________________________________________________________
 FO1635  LAPLACE CORR-          -1.26  (seconds)                    DEFLEC99
 FO1635  GEOID HEIGHT-         -20.46  (meters)                     GEOID03
 FO1635
 FO1635  HORZ ORDER  -  THIRD
 FO1635
 FO1635.The horizontal coordinates were established by classical geodetic methods
 FO1635.and adjusted by the National Geodetic Survey in December 1993..
 FO1635
 FO1635
 FO1635.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1635
 FO1635.The geoid height was determined by GEOID03.
 FO1635
 FO1635;                    North         East     Units Scale Factor Converg.
 FO1635;SPC NM W     -   460,136.396   828,555.810   MT  0.99991669   -0 00 32.9
 FO1635;SPC NM W     - 1,509,630.83  2,718,353.52   sFT  0.99991669   -0 00 32.9
 FO1635;UTM  13      - 3,893,309.664   240,443.835   MT  1.00043036   -1 38 28.4
 FO1635
 FO1635                          SUPERSEDED SURVEY CONTROL
 FO1635
 FO1635  NAD 83(1986)-  35 08 57.23462(N)    107 50 57.06110(W) AD(       ) 4
 FO1635  NAD 27      -  35 08 57.10090(N)    107 50 54.85153(W) AD(       ) 3
 FO1635
 FO1635.Superseded values are not recommended for survey control.
 FO1635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1635.See file dsdata.txt to determine how the superseded data were derived.
 FO1635
 FO1635_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBU4044493310(NAD 83)
 FO1635
 FO1635  HISTORY     - Date     Condition        Report By
 FO1635  HISTORY     - 1945     FIRST OBSERVED   CGS
 FO1635  HISTORY     - 19990909 MARK NOT FOUND   USPSQD
 FO1635
 FO1635                          STATION DESCRIPTION
 FO1635
 FO1635'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (RAM)
 FO1635'STATION IS A LARGE LOADING CHUTE BUILT OVER THE MAIN TRACKS OF
 FO1635'THE ATCHISON, TOPEKA AND SANTA FE RAILWAY IN GRANTS, CONSTRUCTED
 FO1635'TO LOAD CARS ON A SIDING TO THE S OF THE MAIN TRACKS.  IT IS
 FO1635'275 YARDS E OF THE RAILROAD STATION.
 FO1635'
 FO1635'OBJECT OBSERVED WAS A SQUARE, CHIMNEY-LIKE OBJECT, THE HIGHEST
 FO1635'PART OF THE STRUCTURE.
 FO1635
 FO1635                          STATION RECOVERY (1999)
 FO1635
 FO1635'RECOVERY NOTE BY US POWER SQUADRON 1999
 FO1635'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DI0438 ***********************************************************************
 DI0438  CORS        -  This is a GPS Continuously Operating Reference Station.
 DI0438  DESIGNATION -  GRANTS NMDOT CORS ARP
 DI0438  CORS_ID     -  NMGR
 DI0438  PID         -  DI0438
 DI0438  STATE/COUNTY-  NM/CIBOLA
 DI0438  USGS QUAD   -  MILAN (1995)
 DI0438
 DI0438                         *CURRENT SURVEY CONTROL
 DI0438  ___________________________________________________________________
 DI0438* NAD 83(CORS)-  35 12 59.64975(N)    107 55 48.36846(W)     ADJUSTED  
 DI0438* NAVD 88     -                                                        
 DI0438  ___________________________________________________________________
 DI0438  EPOCH DATE  -        2002.00
 DI0438  X           -  -1,606,475.447 (meters)                     COMP
 DI0438  Y           -  -4,964,823.795 (meters)                     COMP
 DI0438  Z           -   3,658,688.198 (meters)                     COMP
 DI0438  ELLIP HEIGHT-        2021.63  (meters)          (06/??/06) GPS OBS
 DI0438  GEOID HEIGHT-         -20.31  (meters)                     GEOID03
 DI0438
 DI0438  HORZ ORDER  -  SPECIAL (CORS)
 DI0438  ELLP ORDER  -  SPECIAL (CORS)
 DI0438
 DI0438.ITRF positions are available for this station.
 DI0438.The coordinates were established by GPS observations
 DI0438.and adjusted by the National Geodetic Survey in June 2006..
 DI0438.The coordinates are valid at the epoch date displayed above.
 DI0438.The epoch date for horizontal control is a decimal equivalence
 DI0438.of Year/Month/Day.
 DI0438
 DI0438
 DI0438.The PID for the CORS L1 Phase Center is DI0439.
 DI0438
 DI0438.The XYZ, and position/ellipsoidal ht. are equivalent.
 DI0438
 DI0438.The ellipsoidal height was determined by GPS observations
 DI0438.and is referenced to NAD 83.
 DI0438
 DI0438.The geoid height was determined by GEOID03.
 DI0438
 DI0438;                    North         East     Units Scale Factor Converg.
 DI0438;SPC NM W     -   467,610.659   821,190.205   MT  0.99991762   -0 03 20.9
 DI0438;SPC NM W     - 1,534,152.64  2,694,188.20   sFT  0.99991762   -0 03 20.9
 DI0438
 DI0438!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI0438!SPC NM W     -   0.99968278  x   0.99991762  =   0.99960043
 DI0438
 DI0438                          SUPERSEDED SURVEY CONTROL
 DI0438
 DI0438.No superseded survey control is available for this station.
 DI0438
 DI0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBV3329000995(NAD 83)
 DI0438_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DI0438
 DI0438                          STATION DESCRIPTION
 DI0438
 DI0438'DESCRIBED BY NATIONAL GEODETIC SURVEY 2006
 DI0438'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DI0438'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DI0438'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DI0438'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DI0438'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DI0439 ***********************************************************************
 DI0439  CORS        -  This is a GPS Continuously Operating Reference Station.
 DI0439  DESIGNATION -  GRANTS NMDOT CORS L1 PHASE CENTER
 DI0439  CORS_ID     -  NMGR
 DI0439  PID         -  DI0439
 DI0439  STATE/COUNTY-  NM/CIBOLA
 DI0439  USGS QUAD   -  MILAN (1995)
 DI0439
 DI0439                         *CURRENT SURVEY CONTROL
 DI0439  ___________________________________________________________________
 DI0439* NAD 83(CORS)-  35 12 59.64976(N)    107 55 48.36844(W)     ADJUSTED  
 DI0439* NAVD 88     -                                                        
 DI0439  ___________________________________________________________________
 DI0439  EPOCH DATE  -        2002.00
 DI0439  X           -  -1,606,475.467 (meters)                     COMP
 DI0439  Y           -  -4,964,823.857 (meters)                     COMP
 DI0439  Z           -   3,658,688.244 (meters)                     COMP
 DI0439  ELLIP HEIGHT-        2021.71  (meters)          (06/??/06) GPS OBS
 DI0439  GEOID HEIGHT-         -20.31  (meters)                     GEOID03
 DI0439
 DI0439  HORZ ORDER  -  SPECIAL (CORS)
 DI0439  ELLP ORDER  -  SPECIAL (CORS)
 DI0439
 DI0439.ITRF positions are available for this station.
 DI0439.The coordinates were established by GPS observations
 DI0439.and adjusted by the National Geodetic Survey in June 2006..
 DI0439.The coordinates are valid at the epoch date displayed above.
 DI0439.The epoch date for horizontal control is a decimal equivalence
 DI0439.of Year/Month/Day.
 DI0439
 DI0439
 DI0439.The PID for the CORS ARP is DI0438.
 DI0439
 DI0439.The XYZ, and position/ellipsoidal ht. are equivalent.
 DI0439
 DI0439.The ellipsoidal height was determined by GPS observations
 DI0439.and is referenced to NAD 83.
 DI0439
 DI0439.The geoid height was determined by GEOID03.
 DI0439
 DI0439;                    North         East     Units Scale Factor Converg.
 DI0439;SPC NM W     -   467,610.659   821,190.205   MT  0.99991762   -0 03 20.9
 DI0439;SPC NM W     - 1,534,152.64  2,694,188.20   sFT  0.99991762   -0 03 20.9
 DI0439
 DI0439!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI0439!SPC NM W     -   0.99968277  x   0.99991762  =   0.99960041
 DI0439
 DI0439                          SUPERSEDED SURVEY CONTROL
 DI0439
 DI0439.No superseded survey control is available for this station.
 DI0439
 DI0439_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBV3329000995(NAD 83)
 DI0439_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DI0439
 DI0439                          STATION DESCRIPTION
 DI0439
 DI0439'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DI0439'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DI0439'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DI0439'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DI0439'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DI0439'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1634 ***********************************************************************
 FO1634  DESIGNATION -  GRANTS RAILROAD TANK
 FO1634  PID         -  FO1634
 FO1634  STATE/COUNTY-  NM/CIBOLA
 FO1634  USGS QUAD   -  GRANTS (1995)
 FO1634
 FO1634                         *CURRENT SURVEY CONTROL
 FO1634  ___________________________________________________________________
 FO1634* NAD 83(1992)-  35 08 56.20994(N)    107 50 58.48910(W)     ADJUSTED  
 FO1634* NAVD 88     -                                                        
 FO1634  ___________________________________________________________________
 FO1634  LAPLACE CORR-          -1.28  (seconds)                    DEFLEC99
 FO1634  GEOID HEIGHT-         -20.46  (meters)                     GEOID03
 FO1634
 FO1634  HORZ ORDER  -  THIRD
 FO1634
 FO1634.The horizontal coordinates were established by classical geodetic methods
 FO1634.and adjusted by the National Geodetic Survey in December 1993..
 FO1634
 FO1634
 FO1634.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1634
 FO1634.The geoid height was determined by GEOID03.
 FO1634
 FO1634;                    North         East     Units Scale Factor Converg.
 FO1634;SPC NM W     -   460,104.846   828,519.660   MT  0.99991669   -0 00 33.7
 FO1634;SPC NM W     - 1,509,527.32  2,718,234.92   sFT  0.99991669   -0 00 33.7
 FO1634;UTM  13      - 3,893,279.140   240,406.781   MT  1.00043059   -1 38 29.2
 FO1634
 FO1634                          SUPERSEDED SURVEY CONTROL
 FO1634
 FO1634  NAD 83(1986)-  35 08 56.21047(N)    107 50 58.48922(W) AD(       ) 4
 FO1634  NAD 27      -  35 08 56.07579(N)    107 50 56.28293(W) AD(       ) 3
 FO1634
 FO1634.Superseded values are not recommended for survey control.
 FO1634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1634.See file dsdata.txt to determine how the superseded data were derived.
 FO1634
 FO1634_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBU4040793279(NAD 83)
 FO1634_MARKER: 51 = TANK
 FO1634
 FO1634  HISTORY     - Date     Condition        Report By
 FO1634  HISTORY     - 1945     FIRST OBSERVED   CGS
 FO1634
 FO1634                          STATION DESCRIPTION
 FO1634
 FO1634'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0929 ***********************************************************************
 CW0929  DESIGNATION -  GRAPEVINE
 CW0929  PID         -  CW0929
 CW0929  STATE/COUNTY-  NM/OTERO
 CW0929  USGS QUAD   -  DEADMAN CANYON (1981)
 CW0929
 CW0929                         *CURRENT SURVEY CONTROL
 CW0929  ___________________________________________________________________
 CW0929* NAD 83(1992)-  32 37 36.25499(N)    105 53 10.53075(W)     ADJUSTED  
 CW0929* NAVD 88     -      1331.     (meters)    4367.     (feet)  SCALED    
 CW0929  ___________________________________________________________________
 CW0929  LAPLACE CORR-          10.43  (seconds)                    DEFLEC99
 CW0929  GEOID HEIGHT-         -22.12  (meters)                     GEOID03
 CW0929
 CW0929  HORZ ORDER  -  SECOND
 CW0929
 CW0929.The horizontal coordinates were established by classical geodetic methods
 CW0929.and adjusted by the National Geodetic Survey in December 1993..
 CW0929
 CW0929.The orthometric height was scaled from a topographic map.
 CW0929
 CW0929.The Laplace correction was computed from DEFLEC99 derived deflections.
 CW0929
 CW0929.The geoid height was determined by GEOID03.
 CW0929
 CW0929;                    North         East     Units Scale Factor Converg.
 CW0929;SPC NM C     -   180,418.859   534,131.902   MT  0.99991436   +0 11 46.0
 CW0929;SPC NM C     -   591,924.21  1,752,397.75   sFT  0.99991436   +0 11 46.0
 CW0929;UTM  13      - 3,610,254.964   416,861.175   MT  0.99968523   -0 28 40.3
 CW0929
 CW0929!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CW0929!SPC NM C     -   0.99979459  x   0.99991436  =   0.99970897
 CW0929!UTM  13      -   0.99979459  x   0.99968523  =   0.99947989
 CW0929
 CW0929|---------------------------------------------------------------------|
 CW0929| PID    Reference Object                     Distance      Geod. Az  |
 CW0929|                                                           dddmmss.s |
 CW0929| CH9471 GRAPEVINE RM 1                       12.891 METERS 12543     |
 CW0929| CW0927 WINDMILL 10 MI NE OF OROGRANDE      APPROX.15.7 KM 2164645.5 |
 CW0929| CH9472 GRAPEVINE RM 2                       10.013 METERS 22656     |
 CW0929| CH9470 GRAPEVINE AZ MK                                    2713109.1 |
 CW0929|---------------------------------------------------------------------|
 CW0929
 CW0929                          SUPERSEDED SURVEY CONTROL
 CW0929
 CW0929  NAD 83(1986)-  32 37 36.26395(N)    105 53 10.53023(W) AD(       ) 2
 CW0929  NAD 27      -  32 37 35.92880(N)    105 53 08.60810(W) AD(       ) 2
 CW0929
 CW0929.Superseded values are not recommended for survey control.
 CW0929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0929.See file dsdata.txt to determine how the superseded data were derived.
 CW0929
 CW0929_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDS1686110255(NAD 83)
 CW0929_MARKER: DS = TRIANGULATION STATION DISK
 CW0929_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CW0929
 CW0929  HISTORY     - Date     Condition        Report By
 CW0929  HISTORY     - 1943     MONUMENTED       CGS
 CW0929
 CW0929                          STATION DESCRIPTION
 CW0929
 CW0929'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (EHB)
 CW0929'STATION IS 19.0 MILES AIRLINE SSE OF ALAMOGORDO AND 6.0 MILES
 CW0929'E OF THE VALMONT RAILROAD STATION.
 CW0929'
 CW0929'STATION IS 35 FEET S OF AN E-W ROAD AND 63 FEET W OF A N-S
 CW0929'ROAD.  A BRONZE TRIANGULATION-STATION DISK SET IN A SQUARE-TOPPED
 CW0929'CONCRETE POST FLUSH WITH THE GROUND.  STAMPED GRAPEVINE 1943.
 CW0929'
 CW0929'REFERENCE MARK 1 IS SE OF AND ABOUT 2 FEET LOWER THAN THE
 CW0929'STATION.  A BRONZE REFERENCE DISK SET IN A SQUARE-TOPPED CONCRETE
 CW0929'POST PROJECTING ABOUT 3 INCHES ABOVE THE GROUND.  STAMPED
 CW0929'GRAPEVINE NO 1 1943.
 CW0929'
 CW0929'REFERENCE MARK 2 IS SW OF AND ABOUT 4 FEET LOWER THAN THE
 CW0929'STATION.  A BRONZE REFERENCE DISK SET IN A SQUARE-TOPPED
 CW0929'CONCRETE POST FLUSH WITH THE GROUND.  STAMPED GRAPEVINE 1943.
 CW0929'
 CW0929'AZIMUTH MARK IS 0.35 MILE W OF THE STATION, 325 FEET S OF THE
 CW0929'ROAD, 20 FEET S OF A DRY WASH, 6.0 FEET W OF A 4- BY 4-INCH
 CW0929'WOODEN WITNESS POST.  A BRONZE AZIMUTH DISK SET IN A SQUARE-TOPPED
 CW0929'CONCRETE POST PROJECTING ABOUT 1.0 FOOT ABOVE THE GROUND.
 CW0929'STAMPED GRAPEVINE 1943.
 CW0929'
 CW0929'TO REACH FROM THE INTERSECTION EAST OF THE RAILROAD STATION IN
 CW0929'ALAMOGORDO, GO S ON U.S. HIGHWAY 54 FOR 10.9 MILES TO THE VALMONT
 CW0929'RAILROAD STATION ON LEFT, CONTINUE S ON U.S. HIGHWAY 54 FOR
 CW0929'8.2 MILES TO A DIRT ROAD LEADING LEFT ACROSS TACKS THROUGH
 CW0929'AN IRON GATE.  TURN LEFT THROUGH GATE AND FOLLOW DIRT ROAD E
 CW0929'FOR 7.5 MILES TO A T-INTERSECTION AND STATION ON RIGHT.
 CW0929'
 CW0929'HEIGHT OF LIGHT ABOVE STATION MARK-1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1652 ***********************************************************************
 CX1652  DESIGNATION -  GRASS
 CX1652  PID         -  CX1652
 CX1652  STATE/COUNTY-  NM/DONA ANA
 CX1652  USGS QUAD   -  WHITE SANDS (1955)
 CX1652
 CX1652                         *CURRENT SURVEY CONTROL
 CX1652  ___________________________________________________________________
 CX1652* NAD 83(1992)-  32 23 18.52353(N)    106 23 54.21023(W)     ADJUSTED  
 CX1652* NAVD 88     -      1212.29   (+/-2cm)    3977.3    (feet)  VERTCON   
 CX1652  ___________________________________________________________________
 CX1652  LAPLACE CORR-          -0.71  (seconds)                    DEFLEC99
 CX1652  GEOID HEIGHT-         -23.75  (meters)                     GEOID03
 CX1652
 CX1652  HORZ ORDER  -  FIRST
 CX1652  VERT ORDER  -  THIRD ? (See Below)
 CX1652
 CX1652.The horizontal coordinates were established by classical geodetic methods
 CX1652.and adjusted by the National Geodetic Survey in December 1993..
 CX1652
 CX1652.The NAVD 88 height was computed by applying the VERTCON shift value to
 CX1652.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CX1652.The vertical order pertains to the NGVD 29 superseded value.
 CX1652
 CX1652.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1652
 CX1652.The geoid height was determined by GEOID03.
 CX1652
 CX1652;                    North         East     Units Scale Factor Converg.
 CX1652;SPC NM C     -   153,950.893   486,038.832   MT  0.99990240   -0 04 46.2
 CX1652;SPC NM C     -   505,087.22  1,594,612.40   sFT  0.99990240   -0 04 46.2
 CX1652;UTM  13      - 3,584,356.849   368,468.768   MT  0.99981334   -0 44 57.0
 CX1652
 CX1652!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1652!SPC NM C     -   0.99981342  x   0.99990240  =   0.99971584
 CX1652!UTM  13      -   0.99981342  x   0.99981334  =   0.99962679
 CX1652
 CX1652|---------------------------------------------------------------------|
 CX1652| PID    Reference Object                     Distance      Geod. Az  |
 CX1652|                                                           dddmmss.s |
 CX1652| CC6604 GRASS RM 1                           14.715 METERS 06113     |
 CX1652| CX1641 MILL                                APPROX.10.7 KM 2143406.4 |
 CX1652| CC6605 GRASS RM 2                           10.505 METERS 32020     |
 CX1652|---------------------------------------------------------------------|
 CX1652
 CX1652                          SUPERSEDED SURVEY CONTROL
 CX1652
 CX1652  NAD 83(1986)-  32 23 18.52936(N)    106 23 54.20895(W) AD(       ) 1
 CX1652  NAD 27      -  32 23 18.19115(N)    106 23 52.24201(W) AD(       ) 1
 CX1652  NGVD 29 (07/19/86) 1211.69   (m)         3975.4    (f) LEVELING    3  
 CX1652
 CX1652.Superseded values are not recommended for survey control.
 CX1652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1652.See file dsdata.txt to determine how the superseded data were derived.
 CX1652
 CX1652_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR6846984357(NAD 83)
 CX1652_MARKER: DS = TRIANGULATION STATION DISK
 CX1652_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX1652
 CX1652  HISTORY     - Date     Condition        Report By
 CX1652  HISTORY     - 1968     MONUMENTED       CGS
 CX1652
 CX1652                          STATION DESCRIPTION
 CX1652
 CX1652'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JCC)
 CX1652'THE STATION IS LOCATED ABOUT 5 MILES EAST OF WHITE SANDS MISSILE
 CX1652'RANGE HEADQUARTERS AND 0.6 MILE SOUTH OF WSMR ROUTE NO. 2 ON A DIRT
 CX1652'MOUND WITH AS ASTRODOME ON A 20 FOOT PEDESTAL.
 CX1652'
 CX1652'TO REACH THE STATION FROM WHITE SANDS MISSILE RANGE HEADQUARTERS
 CX1652'GO 4.5 MILES EAST ON WSMR ROUTE NO. 2 TO A PAVED ROAD ON THE RIGHT.
 CX1652'TURN RIGHT AND GO 0.35 MILE SOUTH TO A GRAVELED ROAD ON THE LEFT.
 CX1652'TURN LEFT AND GO 0.45 MILE EAST AND SOUTH ON GRAVELED ROAD TO THE
 CX1652'STATION.
 CX1652'
 CX1652'STATION MARK, A STANDARD DISK STAMPED GRASS 1964, IS SET IN THE TOP
 CX1652'OF A 12 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS ABOUT 3 INCHES
 CX1652'ABOVE THE GROUND.  IT IS 11.5 FEET NORTH OF THE NORTH EDGE OF THE
 CX1652'PEDESTAL, 3.8 FEET NORTHEAST OF THE WEST LEG OF THE ASTRODOME AND
 CX1652'2.9 FEET SOUTH OF THE NORTH LEG OF THE ASTRODOME.
 CX1652'
 CX1652'RM NO. 1, A STANDARD DISK STAMPED GRASS NO 1 1964, IS
 CX1652'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 CX1652'ABOUT 2 INCHES ABOVE THE GROUND.  IT IS 50 FEET EAST OF THE EAST
 CX1652'EDGE OF THE PEDESTAL, 46.5 FEET NORTH NORTHEAST OF THE EAST
 CX1652'LEG OF THE ASTRODOME, 45.8 FEET NORTHEAST OF THE NORTH LEG OF THE
 CX1652'ASTRODOME AND ABOUT THE SAME ELEVATION AS THE STATION.
 CX1652'
 CX1652'RM NO. 2, A STANDARD DISK STAMPED GRASS NO 2 1964, IS SET IN THE
 CX1652'TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS ABOUT 6
 CX1652'INCHES ABOVE THE GROUND.  IT IS 36.3 FEET SOUTHWEST OF THE
 CX1652'SOUTHWEST EDGE OF THE CAMERA PEDESTAL, 32.9 FEET SOUTHWEST OF THE
 CX1652'NORTH LEG OF THE ASTRODOME, 32.5 FEET NORTHWEST OF THE WEST LEG
 CX1652'OF THE ASTRODOME AND ABOUT THE SAME ELEVATION AS THE
 CX1652'STATION.
 CX1652'
 CX1652'HEIGHT OF LIGHT ABOVE STATION MARK 4.7 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0768 ***********************************************************************
 FN0768  DESIGNATION -  GRASS
 FN0768  PID         -  FN0768
 FN0768  STATE/COUNTY-  NM/SAN MIGUEL
 FN0768  USGS QUAD   -  COWLES (1961)
 FN0768
 FN0768                         *CURRENT SURVEY CONTROL
 FN0768  ___________________________________________________________________
 FN0768* NAD 83(1992)-  35 49 05.94214(N)    105 37 57.31697(W)     ADJUSTED  
 FN0768* NAVD 88     -      3000.7    (meters)    9845.     (feet)  VERTCON   
 FN0768  ___________________________________________________________________
 FN0768  LAPLACE CORR-           2.90  (seconds)                    DEFLEC99
 FN0768  GEOID HEIGHT-         -16.76  (meters)                     GEOID03
 FN0768
 FN0768  HORZ ORDER  -  THIRD
 FN0768
 FN0768.The horizontal coordinates were established by classical geodetic methods
 FN0768.and adjusted by the National Geodetic Survey in December 1993..
 FN0768
 FN0768.The NAVD 88 height was computed by applying the VERTCON shift value to
 FN0768.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FN0768
 FN0768.The Laplace correction was computed from DEFLEC99 derived deflections.
 FN0768
 FN0768.The geoid height was determined by GEOID03.
 FN0768
 FN0768;                    North         East     Units Scale Factor Converg.
 FN0768;SPC NM E     -   535,139.835    47,593.770   MT  1.00007889   -0 45 37.6
 FN0768;SPC NM E     - 1,755,704.61    156,147.23   sFT  1.00007889   -0 45 37.6
 FN0768;UTM  13      - 3,963,982.104   442,855.488   MT  0.99964024   -0 22 12.8
 FN0768
 FN0768!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FN0768!SPC NM E     -   0.99953188  x   1.00007889  =   0.99961074
 FN0768!UTM  13      -   0.99953188  x   0.99964024  =   0.99917229
 FN0768
 FN0768                          SUPERSEDED SURVEY CONTROL
 FN0768
 FN0768  NAD 83(1992)-  35 49 05.94697(N)    105 37 57.32049(W) AD(       ) 3
 FN0768  NGVD 29 (04/06/92) 2999.5    (m)         9841.     (f) VERT ANG       
 FN0768
 FN0768.Superseded values are not recommended for survey control.
 FN0768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0768.See file dsdata.txt to determine how the superseded data were derived.
 FN0768
 FN0768_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV4285563982(NAD 83)
 FN0768_MARKER: DS = TRIANGULATION STATION DISK
 FN0768_SETTING: 80 = SET IN A BOULDER
 FN0768_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FN0768+STABILITY: SURFACE MOTION
 FN0768
 FN0768  HISTORY     - Date     Condition        Report By
 FN0768  HISTORY     - 1931     MONUMENTED       USGS
 FN0768
 FN0768                          STATION DESCRIPTION
 FN0768
 FN0768'DESCRIBED BY US GEOLOGICAL SURVEY 1931
 FN0768'RECOVERED BY USGS IN 1961 AND REDESCRIBED AS FOLLOWS
 FN0768'
 FN0768'THE STATION IS LOCATED ABOUT 1.5 MI. E. AND 0.5 MI. N. OF COWLES
 FN0768'POST OFFICE ON A FLAT TOPPED MOUNTAIN CALLED GRASS MOUNTAIN.
 FN0768'
 FN0768'TO REACH THE STATION FROM POST OFFICE IN TERERRO, GO N. ON NEW MEXICO
 FN0768'HIGHWAY 63 4.7 MI. TO A SIGN --GRASS MOUNTAIN ROAD--, TURN RIGHT AND
 FN0768'GO NE.  FOLLOW THE MAIN TRAVELED RD. 2.1 MI. TO A GATE TO GONZALES
 FN0768'RANCH, GO THROUGH GATE AND FOLLOW RD. 0.8 MI. TO A GATE AND THE END
 FN0768'OF TRUCK TRAVEL.  FOLLOW THE TRAIL UP THE MOUNTAIN TO THE RIGHT ABOUT
 FN0768'0.6 MI. AND ABOUT A 40 MINUTE PACK.
 FN0768'
 FN0768'STATION MARK--STANDARD BRONZE TABLET CEMENTED IN A LARGE ROCK SET
 FN0768'NEARLY FLUSH WITH GROUND, STAMPED---R-1931---.
 FN0768'
 FN0768'REFERENCE MARK NO. 1--STANDARD BRONZE TABLET CEMENTED IN A LARGE
 FN0768'ROCK, SET NEARLY FLUSH WITH GROUND, 44.20 FT. FROM STATION.  (THIS
 FN0768'REFERENCE MARK REPORTED DESTROYED BY USGS, 1961.)
 FN0768'
 FN0768'REFERENCE MARK NO. 2--STANDARD BRONZE TABLET CEMENTED IN A LARGE ROCK
 FN0768'SET NEARLY FLUSH WITH GROUND, 38.30 FT. FROM STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ1112 ***********************************************************************
 EQ1112  DESIGNATION -  GRAVE
 EQ1112  PID         -  EQ1112
 EQ1112  STATE/COUNTY-  NM/SOCORRO
 EQ1112  USGS QUAD   -  RAYO HILLS (1972)
 EQ1112
 EQ1112                         *CURRENT SURVEY CONTROL
 EQ1112  ___________________________________________________________________
 EQ1112* NAD 83(1992)-  34 15 05.65594(N)    106 28 51.37770(W)     ADJUSTED  
 EQ1112* NAVD 88     -      1911.6    (meters)    6272.     (feet)  VERTCON   
 EQ1112  ___________________________________________________________________
 EQ1112  LAPLACE CORR-           3.58  (seconds)                    DEFLEC99
 EQ1112  GEOID HEIGHT-         -20.74  (meters)                     GEOID03
 EQ1112
 EQ1112  HORZ ORDER  -  THIRD
 EQ1112
 EQ1112.The horizontal coordinates were established by classical geodetic methods
 EQ1112.and adjusted by the National Geodetic Survey in December 1993..
 EQ1112
 EQ1112.The NAVD 88 height was computed by applying the VERTCON shift value to
 EQ1112.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EQ1112
 EQ1112.The Laplace correction was computed from DEFLEC99 derived deflections.
 EQ1112
 EQ1112.The geoid height was determined by GEOID03.
 EQ1112
 EQ1112;                    North         East     Units Scale Factor Converg.
 EQ1112;SPC NM C     -   360,580.624   478,730.026   MT  0.99990557   -0 07 47.9
 EQ1112;SPC NM C     - 1,183,004.93  1,570,633.43   sFT  0.99990557   -0 07 47.9
 EQ1112;UTM  13      - 3,791,042.256   363,637.436   MT  0.99982921   -0 50 01.1
 EQ1112
 EQ1112!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EQ1112!SPC NM C     -   0.99970326  x   0.99990557  =   0.99960886
 EQ1112!UTM  13      -   0.99970326  x   0.99982921  =   0.99953252
 EQ1112
 EQ1112                          SUPERSEDED SURVEY CONTROL
 EQ1112
 EQ1112  NAD 83(1992)-  34 15 05.66123(N)    106 28 51.37827(W) AD(       ) 3
 EQ1112  NGVD 29 (01/22/92) 1910.8    (m)         6269.     (f) VERT ANG       
 EQ1112
 EQ1112.Superseded values are not recommended for survey control.
 EQ1112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ1112.See file dsdata.txt to determine how the superseded data were derived.
 EQ1112
 EQ1112_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT6363791042(NAD 83)
 EQ1112_MARKER: DS = TRIANGULATION STATION DISK
 EQ1112_SETTING: 0 = UNSPECIFIED SETTING
 EQ1112_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EQ1112
 EQ1112  HISTORY     - Date     Condition        Report By
 EQ1112  HISTORY     - 1949     MONUMENTED       USGS
 EQ1112
 EQ1112                          STATION DESCRIPTION
 EQ1112
 EQ1112'DESCRIBED BY US GEOLOGICAL SURVEY 1949
 EQ1112'STATION LOCATED ON A GRAVE SHAPED BUTTE IN SEC. 1, T 1 S, R 4 E.  BY
 EQ1112'AIRLINES STATION IS APPROXIMATELY 11.0 MI. S. OF DRIPPING SPRINGS,
 EQ1112'3.0 MI. W. OF RAYO, 24 MI. E. OF SAN ACACIA.
 EQ1112'
 EQ1112'TO REACH FROM JUNCTION OF U.S. HIGHWAY 60 AND STATE ROAD 6, W. OF BLUE
 EQ1112'SPRINGS, GO E. ON HIGHWAY 60 4.1 MI. TO JUNCTION OF DIRT RD. S. AT
 EQ1112'DEL PINON RANCH, TURN RIGHT (S.) AND FOLLOW MAIN TRAVELED RD. 4.4 MI.
 EQ1112'TO Y-RD., TAKE RIGHT (S.) 1.1 MI. TO T-RD. W., CONTINUE STRAIGHT (S.)
 EQ1112'1.5 MI. TO FENCE, CONTINUE STRAIGHT (S.) 3.4 MI. TO Y-RD., KEEP
 EQ1112'STRAIGHT LEFT (S.) 0.05 MI. TO RESERVOIR DAM AND BM --DS 9-- ON NE.
 EQ1112'END.  CONTINUE ON MAIN RD. SE. 0.9 MI., THENCE RIGHT CROSS COUNTRY
 EQ1112'APPROXIMATELY 600 FT. TO TOP OF BUTTE AND STATION SITE.
 EQ1112'
 EQ1112'RECOVERED BY USGS IN 1972.
 EQ1112'
 EQ1112'STATION MARK--STANDARD BRONZE TABLET SET IN ROCK FLUSH WITH GROUND,
 EQ1112'STAMPED---GRAVE 1949---.
 EQ1112'
 EQ1112'REFERENCE MARK NO. 1--STANDARD BRONZE TABLET SET IN ROCK, 15.5 FT.
 EQ1112'WSW. OF STATION.
 EQ1112'
 EQ1112'REFERENCE MARK NO. 2--STANDARD BRONZE TABLET SET IN ROCK, 30.6 FT.
 EQ1112'N. OF STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0676 ***********************************************************************
 GN0676  DESIGNATION -  GRAVEL
 GN0676  PID         -  GN0676
 GN0676  STATE/COUNTY-  NM/RIO ARRIBA
 GN0676  USGS QUAD   -  OJO CALIENTE (1995)
 GN0676
 GN0676                         *CURRENT SURVEY CONTROL
 GN0676  ___________________________________________________________________
 GN0676* NAD 83(1992)-  36 15 40.47021(N)    106 02 07.81465(W)     ADJUSTED  
 GN0676* NAVD 88     -      1968.0    (meters)    6457.     (feet)  VERTCON   
 GN0676  ___________________________________________________________________
 GN0676  LAPLACE CORR-           2.54  (seconds)                    DEFLEC99
 GN0676  GEOID HEIGHT-         -18.57  (meters)                     GEOID03
 GN0676
 GN0676  HORZ ORDER  -  THIRD
 GN0676
 GN0676.The horizontal coordinates were established by classical geodetic methods
 GN0676.and adjusted by the National Geodetic Survey in December 1993..
 GN0676
 GN0676.The NAVD 88 height was computed by applying the VERTCON shift value to
 GN0676.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GN0676
 GN0676.The Laplace correction was computed from DEFLEC99 derived deflections.
 GN0676
 GN0676.The geoid height was determined by GEOID03.
 GN0676
 GN0676;                    North         East     Units Scale Factor Converg.
 GN0676;SPC NM C     -   583,519.084   519,273.844   MT  0.99990458   +0 07 36.7
 GN0676;SPC NM C     - 1,914,428.86  1,703,650.94   sFT  0.99990458   +0 07 36.7
 GN0676;UTM  13      - 4,013,421.817   406,979.724   MT  0.99970661   -0 36 45.0
 GN0676
 GN0676!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GN0676!SPC NM C     -   0.99969414  x   0.99990458  =   0.99959875
 GN0676!UTM  13      -   0.99969414  x   0.99970661  =   0.99940084
 GN0676
 GN0676:                Primary Azimuth Mark                     Grid Az
 GN0676:SPC NM C     -  RED HILL                                 335 37 08.5
 GN0676:UTM  13      -  RED HILL                                 336 21 30.2
 GN0676
 GN0676|---------------------------------------------------------------------|
 GN0676| PID    Reference Object                     Distance      Geod. Az  |
 GN0676|                                                           dddmmss.s |
 GN0676| GN0680 RED HILL                            APPROX. 8.2 KM 3354445.2 |
 GN0676|---------------------------------------------------------------------|
 GN0676
 GN0676                          SUPERSEDED SURVEY CONTROL
 GN0676
 GN0676  NAD 83(1986)-  36 15 40.47293(N)    106 02 07.81966(W) AD(       ) 3
 GN0676  NGVD 29 (09/14/90) 1967.0    (m)         6453.     (f) VERT ANG       
 GN0676
 GN0676.Superseded values are not recommended for survey control.
 GN0676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0676.See file dsdata.txt to determine how the superseded data were derived.
 GN0676
 GN0676_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDA0698013422(NAD 83)
 GN0676_MARKER: DS = TRIANGULATION STATION DISK
 GN0676_SETTING: 0 = UNSPECIFIED SETTING
 GN0676_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GN0676
 GN0676  HISTORY     - Date     Condition        Report By
 GN0676  HISTORY     - 1949     MONUMENTED       USGS
 GN0676
 GN0676                          STATION DESCRIPTION
 GN0676
 GN0676'DESCRIBED BY US GEOLOGICAL SURVEY 1949
 GN0676'STATION IS LOCATED ON A PROMINENT LOW LONE HILL ABOUT 19 MI. AIRLINE
 GN0676'NNE. OF ESPANOLA, AND 3 MI. AIRLINE SSE. OF OJO CALIENTE, IN SEC. 6,
 GN0676'T 23 N, R 9 E.
 GN0676'
 GN0676'TO REACH STATION FROM ESPANOLA P. O., GO N. ON U.S. HIGHWAY 84 AND 285
 GN0676'FOR 6.3 MI. TO WHERE HIGHWAYS 84 AND 285 SEPARATE, TURN RIGHT ON
 GN0676'HIGHWAY 285 FOR 1.1 MI. TO JUNCTION, THENCE LEFT (N.) ON HIGHWAY 285
 GN0676'FOR 14.5 MI. TO TRACK RD. ENE. UPHILL, TAKE TRACK RD. FOR 0.1 MI. TO
 GN0676'FORK ON TOP OF HILL, THENCE LEFT FOR 0.8 MI., FROM THIS POINT DRIVE
 GN0676'N. ACROSS COUNTRY FOR 0.2 MI. TO FOOT OF HILL.  PACK UP HILL TO S. END
 GN0676'(10 MINUTE PACK) AND STATION SITE.
 GN0676'
 GN0676'STATION MARK--STANDARD TABLET CEMENTED IN BOULDER,
 GN0676'STAMPED---GRAVEL 1949---.
 GN0676'
 GN0676'REFERENCE MARK NO. 1--STANDARD REFERENCE TABLET CEMENTED IN BOULDER,
 GN0676'20.5 FT. FROM STATION MARK,
 GN0676'SECONDS, STAMPED---GRAVEL RM 1 1949---.
 GN0676'
 GN0676'REFERENCE MARK NO. 2--STANDARD REFERENCE TABLET CEMENTED IN BOULDER,
 GN0676'16.8 FT. FROM STATION MARK,
 GN0676'SECONDS, STAMPED---GRAVEL RM 2 1949---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0991 ***********************************************************************
 FM0991  DESIGNATION -  GRAVY
 FM0991  PID         -  FM0991
 FM0991  STATE/COUNTY-  NM/QUAY
 FM0991  USGS QUAD   -  LESBIA (1968)
 FM0991
 FM0991                         *CURRENT SURVEY CONTROL
 FM0991  ___________________________________________________________________
 FM0991* NAD 83(1992)-  35 14 40.97776(N)    103 30 53.38211(W)     ADJUSTED  
 FM0991* NAVD 88     -      1258.2    (meters)    4128.     (feet)  VERTCON   
 FM0991  ___________________________________________________________________
 FM0991  LAPLACE CORR-          -1.45  (seconds)                    DEFLEC99
 FM0991  GEOID HEIGHT-         -23.31  (meters)                     GEOID03
 FM0991
 FM0991  HORZ ORDER  -  THIRD
 FM0991
 FM0991.The horizontal coordinates were established by classical geodetic methods
 FM0991.and adjusted by the National Geodetic Survey in December 1993..
 FM0991
 FM0991.The NAVD 88 height was computed by applying the VERTCON shift value to
 FM0991.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FM0991
 FM0991.The Laplace correction was computed from DEFLEC99 derived deflections.
 FM0991
 FM0991.The geoid height was determined by GEOID03.
 FM0991
 FM0991;                    North         East     Units Scale Factor Converg.
 FM0991;SPC NM E     -   471,032.324   239,490.764   MT  0.99997745   +0 28 20.5
 FM0991;SPC NM E     - 1,545,378.55    785,729.28   sFT  0.99997745   +0 28 20.5
 FM0991;UTM  13      - 3,901,192.444   635,124.747   MT  0.99982502   +0 51 25.8
 FM0991
 FM0991!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FM0991!SPC NM E     -   0.99980621  x   0.99997745  =   0.99978366
 FM0991!UTM  13      -   0.99980621  x   0.99982502  =   0.99963126
 FM0991
 FM0991:                Primary Azimuth Mark                     Grid Az
 FM0991:SPC NM E     -  GRAVY AZ MK                              084 25 08.6
 FM0991:UTM  13      -  GRAVY AZ MK                              084 02 03.3
 FM0991
 FM0991|---------------------------------------------------------------------|
 FM0991| PID    Reference Object                     Distance      Geod. Az  |
 FM0991|                                                           dddmmss.s |
 FM0991| CJ6528 GRAVY AZ MK                                        0845329.1 |
 FM0991| CJ6529 GRAVY RM 1                            9.323 METERS 09808     |
 FM0991| FM1009 AIRWAY BN 87A SE OF TUCUMCARI       APPROX.20.8 KM 2335428.7 |
 FM0991| CJ6530 GRAVY RM 2                           11.868 METERS 34635     |
 FM0991|---------------------------------------------------------------------|
 FM0991
 FM0991                          SUPERSEDED SURVEY CONTROL
 FM0991
 FM0991  NAD 83(1986)-  35 14 40.98796(N)    103 30 53.37908(W) AD(       ) 3
 FM0991  NAD 27      -  35 14 40.79170(N)    103 30 51.52040(W) AD(       ) 3
 FM0991  NGVD 29 (07/19/86) 1257.6    (m)         4126.     (f) VERT ANG       
 FM0991
 FM0991.Superseded values are not recommended for survey control.
 FM0991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0991.See file dsdata.txt to determine how the superseded data were derived.
 FM0991
 FM0991_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFV3512501192(NAD 83)
 FM0991_MARKER: DS = TRIANGULATION STATION DISK
 FM0991_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0991
 FM0991  HISTORY     - Date     Condition        Report By
 FM0991  HISTORY     - 1960     MONUMENTED       CGS
 FM0991
 FM0991                          STATION DESCRIPTION
 FM0991
 FM0991'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (HWK)
 FM0991'THE STATION IS APPROXIMATELY 13 MILES NORTHEAST OF TUCUMCARI,
 FM0991'10 MILES SOUTH OF LOGAN, 2 MILES SOUTHEAST OF THE RAILROAD
 FM0991'SIDING OF HUDSON, ON THE NORTH SIDE OF A HILL AND ON LAND OWNED BY
 FM0991'MISS SARRA D. ULMER.
 FM0991'
 FM0991'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 54 AND
 FM0991'STATE HIGHWAYS 104 AND 18, AT THE INTERSECTION OF FIRST STREET AND
 FM0991'EAST MAIN STREET IN TUCUMCARI, GO EAST AND NORTHEAST ON U.S.
 FM0991'HIGHWAY 54 FOR 1.7 MILES TO AN UNDERPASS.  CONTINUE NORTHEAST ON
 FM0991'HIGHWAY 54 FOR 12.5 MILES TO A CROSSROAD (THERE IS A LARGE
 FM0991'WINDMILL AND TANK APPROXIMATELY 100 YARDS NORTH OF THE
 FM0991'CROSSROAD).  TURN RIGHT, SOUTH, CROSSING RAILROAD TRACK AND
 FM0991'CONTINUE SOUTH ON A GRADED ROAD FOR 1.05 MILES TO A ROAD ON
 FM0991'THE LEFT.  CONTINUE SOUTH ON THE GRADED ROAD FOR 0.5 MILE TO
 FM0991'WHERE THE ROAD CROSSES AN IRRIGATION DITCH.  CONTINUE SOUTH ON
 FM0991'THE GRADED ROAD FOR 0.35 MILE TO WHERE THE GRADED ROAD TURNS
 FM0991'RIGHT, WEST, AND THE AZIMUTH MARK ON THE LEFT JUST BEFORE
 FM0991'REACHING THIS POINT.  TURN RIGHT, WEST, FOR 0.4 MILE TO A
 FM0991'CATTLE GUARD, A FENCE CORNER AND THE STATION ON THE LEFT,
 FM0991'12 FEET NORTHEAST OF THE FENCE CORNER.
 FM0991'
 FM0991'STATION MARKS ARE STANDARD DISK STAMPED GRAVY 1960.  THE SURFACE
 FM0991'DISK IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.
 FM0991'IT IS 73 FEET SOUTH OF THE CENTER OF THE CATTLE GUARD AND A
 FM0991'DIRT ROAD, AND 6 FEET NORTH OF A FENCE.  THE UNDERGROUND DISK IS
 FM0991'SET IN AN IRREGULAR MASS OF CONCRETE 34 INCHES BELOW THE SURFACE OF
 FM0991'THE GROUND.
 FM0991'
 FM0991'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED GRAVY NO 1 1960,
 FM0991'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.  IT IS
 FM0991'79 FEET SOUTH OF THE CENTER OF THE DIRT ROAD, 41 FEET EAST OF THE
 FM0991'FENCE CORNER AND 2 FEET NORTH OF THE FENCE.
 FM0991'
 FM0991'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED GRAVY NO 2 1960,
 FM0991'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 5 INCHES.  IT IS
 FM0991'44 FEET NORTH OF THE FENCE CORNER, 35 FEET SOUTH OF THE CENTER
 FM0991'OF THE DIRT ROAD AND THE CATTLE GUARD AND 1 FOOT EAST OF A FENCE.
 FM0991'
 FM0991'AZIMUTH MARK, A STANDARD DISK STAMPED GRAVY 1960, IS SET IN A
 FM0991'SQUARE CONCRETE POST WHICH PROJECTS 8 INCHES.  IT IS 170 FEET
 FM0991'NORTH OF A FENCE AND 29 FEET EAST OF THE CENTER OF THE DIRT ROAD.
 FM0991'
 FM0991'NOTE--REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CF0309 ***********************************************************************
 CF0309  DESIGNATION -  GRAY
 CF0309  PID         -  CF0309
 CF0309  STATE/COUNTY-  NM/HIDALGO
 CF0309  USGS QUAD   -  INDIAN PEAK (1982)
 CF0309
 CF0309                         *CURRENT SURVEY CONTROL
 CF0309  ___________________________________________________________________
 CF0309* NAD 83(1992)-  31 52 29.94319(N)    108 55 21.59859(W)     ADJUSTED  
 CF0309* NAVD 88     -      2112.6    (meters)    6931.     (feet)  VERTCON   
 CF0309  ___________________________________________________________________
 CF0309  LAPLACE CORR-           2.45  (seconds)                    DEFLEC99
 CF0309  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 CF0309
 CF0309  HORZ ORDER  -  THIRD
 CF0309
 CF0309.The horizontal coordinates were established by classical geodetic methods
 CF0309.and adjusted by the National Geodetic Survey in December 1993..
 CF0309
 CF0309.The NAVD 88 height was computed by applying the VERTCON shift value to
 CF0309.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CF0309
 CF0309.The Laplace correction was computed from DEFLEC99 derived deflections.
 CF0309
 CF0309.The geoid height was determined by GEOID03.
 CF0309
 CF0309;                    North         East     Units Scale Factor Converg.
 CF0309;SPC NM W     -    97,524.995   726,931.908   MT  1.00004764   -0 34 31.1
 CF0309;SPC NM W     -   319,963.25  2,384,942.43   sFT  1.00004764   -0 34 31.1
 CF0309;SPC AZ E     -    97,680.752   331,061.073   MT  1.00007080   +0 39 25.2
 CF0309;SPC AZ E     -   320,474.91  1,086,158.38   iFT  1.00007080   +0 39 25.2
 CF0309;UTM  12      - 3,528,460.358   696,500.227   MT  1.00007622   +1 05 50.4
 CF0309
 CF0309!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CF0309!SPC NM W     -   0.99967250  x   1.00004764  =   0.99972012
 CF0309!SPC AZ E     -   0.99967250  x   1.00007080  =   0.99974327
 CF0309!UTM  12      -   0.99967250  x   1.00007622  =   0.99974869
 CF0309
 CF0309:                Primary Azimuth Mark                     Grid Az
 CF0309:SPC NM W     -  BALDY                                    182 14 07.5
 CF0309:SPC AZ E     -  BALDY                                    181 00 11.2
 CF0309:UTM  12      -  BALDY                                    180 33 46.0
 CF0309
 CF0309|---------------------------------------------------------------------|
 CF0309| PID    Reference Object                     Distance      Geod. Az  |
 CF0309|                                                           dddmmss.s |
 CF0309| CF0308 BALDY                               APPROX.20.9 KM 1813936.4 |
 CF0309|---------------------------------------------------------------------|
 CF0309
 CF0309                          SUPERSEDED SURVEY CONTROL
 CF0309
 CF0309  NAD 83(1992)-  31 52 29.94190(N)    108 55 21.59636(W) AD(       ) 3
 CF0309  NAD 83(1986)-  31 52 29.94018(N)    108 55 21.58886(W) AD(       ) 3
 CF0309  NAD 27      -  31 52 29.61849(N)    108 55 19.38108(W) AD(       ) 3
 CF0309  NGVD 29 (07/19/86) 2111.7    (m)         6928.     (f) VERT ANG       
 CF0309
 CF0309.Superseded values are not recommended for survey control.
 CF0309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0309.See file dsdata.txt to determine how the superseded data were derived.
 CF0309
 CF0309_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RXA9650028460(NAD 83)
 CF0309_MARKER: Z = SEE DESCRIPTION
 CF0309_SETTING: 0 = UNSPECIFIED SETTING
 CF0309_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CF0309
 CF0309  HISTORY     - Date     Condition        Report By
 CF0309  HISTORY     - 1917     MONUMENTED       USGS
 CF0309
 CF0309                          STATION DESCRIPTION
 CF0309
 CF0309'DESCRIBED BY US GEOLOGICAL SURVEY 1917
 CF0309'STATION IS ON N. APEX OF A ROCKY DOUBLE TOP PEAK 8 MI. SW. OF ANIMAS
 CF0309'IN SEC.18, T.18 S., R.14 W., STATION WAS REACHED BY HELICOPTER, OR CAN
 CF0309'BE REACHED BY PACKING 0.75 MI. NW. FROM A STOCK POND 1.5 HOUR PACK.
 CF0309'
 CF0309'STATION MARK - A CROSS CUT NEAR THE CENTER OF A SAUCER SHAPED BOULDER
 CF0309'ABOUT 8 FT. SQUARE AND PROJECTING ABOUT 5 FT. ABOVE THE SURROUNDING
 CF0309'GROUND.  A ROCK CAIRN ERECTED DIRECTLY OVER THE CROSS.
 CF0309'
 CF0309'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GO0253 ***********************************************************************
 GO0253  DESIGNATION -  GRAY
 GO0253  PID         -  GO0253
 GO0253  STATE/COUNTY-  NM/SAN JUAN
 GO0253  USGS QUAD   -  TWO GREY HILLS (1966)
 GO0253
 GO0253                         *CURRENT SURVEY CONTROL
 GO0253  ___________________________________________________________________
 GO0253* NAD 83(1992)-  36 14 45.70207(N)    108 50 01.39731(W)     ADJUSTED  
 GO0253* NAVD 88     -      2007.8    (meters)    6587.     (feet)  VERTCON   
 GO0253  ___________________________________________________________________
 GO0253  LAPLACE CORR-         -10.01  (seconds)                    DEFLEC99
 GO0253  GEOID HEIGHT-         -20.21  (meters)                     GEOID03
 GO0253
 GO0253  HORZ ORDER  -  THIRD
 GO0253
 GO0253.The horizontal coordinates were established by classical geodetic methods
 GO0253.and adjusted by the National Geodetic Survey in December 1993..
 GO0253
 GO0253.The NAVD 88 height was computed by applying the VERTCON shift value to
 GO0253.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GO0253
 GO0253.The Laplace correction was computed from DEFLEC99 derived deflections.
 GO0253
 GO0253.The geoid height was determined by GEOID03.
 GO0253
 GO0253;                    North         East     Units Scale Factor Converg.
 GO0253;SPC NM W     -   582,283.600   740,088.419   MT  1.00001624   -0 35 29.5
 GO0253;SPC NM W     - 1,910,375.44  2,428,106.75   sFT  1.00001624   -0 35 29.5
 GO0253;UTM  12      - 4,013,413.382   694,647.371   MT  1.00006684   +1 16 52.4
 GO0253
 GO0253!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GO0253!SPC NM W     -   0.99968816  x   1.00001624  =   0.99970439
 GO0253!UTM  12      -   0.99968816  x   1.00006684  =   0.99975498
 GO0253
 GO0253:                Primary Azimuth Mark                     Grid Az
 GO0253:SPC NM W     -  WASHINGTON                               187 23 18.5
 GO0253:UTM  12      -  WASHINGTON                               185 30 56.6
 GO0253
 GO0253|---------------------------------------------------------------------|
 GO0253| PID    Reference Object                     Distance      Geod. Az  |
 GO0253|                                                           dddmmss.s |
 GO0253| GO0440 WASHINGTON                          APPROX.18.8 KM 1864749.0 |
 GO0253|---------------------------------------------------------------------|
 GO0253
 GO0253                          SUPERSEDED SURVEY CONTROL
 GO0253
 GO0253  NAD 83(1992)-  36 14 45.70163(N)    108 50 01.39789(W) AD(       ) 3
 GO0253  NAD 83(1986)-  36 14 45.70105(N)    108 50 01.39608(W) AD(       ) 3
 GO0253  NGVD 29 (08/22/88) 2006.8    (m)         6584.     (f) VERT ANG       
 GO0253
 GO0253.Superseded values are not recommended for survey control.
 GO0253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GO0253.See file dsdata.txt to determine how the superseded data were derived.
 GO0253
 GO0253_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXF9464713413(NAD 83)
 GO0253_MARKER: DS = TRIANGULATION STATION DISK
 GO0253_SETTING: 0 = UNSPECIFIED SETTING
 GO0253_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GO0253
 GO0253  HISTORY     - Date     Condition        Report By
 GO0253  HISTORY     - 1952     MONUMENTED       USGS
 GO0253  HISTORY     - 1955     GOOD             USGS
 GO0253
 GO0253                          STATION DESCRIPTION
 GO0253
 GO0253'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 GO0253'LOCATED ABOUT 38 MI SSW. OF SHIPROCK, 3.5 MI E. OF TOADLENA
 GO0253'TRADING POST.  ON NORTHEAST HILL OF TWO GRAY HILLS, ON TOP OF
 GO0253'FLAT-TOPPED MESA ABOUT 55 FT S. OF NORTH EDGE AND 450 FT E. OF
 GO0253'WEST END.
 GO0253'
 GO0253'STATION REACHED BY HELICOPTER.
 GO0253'
 GO0253'STATION MARK--STANDARD TABLET STAMPED---GRAY 1952---.
 GO0253'
 GO0253'RM 1--DRILL HOLE IN SMALL FLAT ROCK.
 GO0253'
 GO0253'RM 2--COPPER NAIL AND WASHER IN LARGE ROCK.
 GO0253
 GO0253                          STATION RECOVERY (1955)
 GO0253
 GO0253'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 GO0253'RECOVERED AS DESCRIBED BY USGS IN 1952.
 GO0253'
 GO0253'TO REACH FROM NEWCOMB, FOLLOW GRAVEL RD. 6.9 MI SW. TOWARD
 GO0253'TOADLENA TO TWO GRAY HILLS TRADING POST.  TURN N. ALONG TRACK
 GO0253'RD. 1.3 MI TO RD. FORKS.  TURN LEFT FOLLOWING WAGON RD. 1.7 MI W.
 GO0253'CIRCLING TO LEFT AND WEST END OF LARGE BUTTE AND END OF RD.  PACK
 GO0253'UP RIDGE AROUND SOUTH SIDE OF BUTTE ABOUT 0.25 MI TO CHIMNEY
 GO0253'CREVICE AND ANCIENT PETROGLYPHS ON SANDSTONE WALLS.  (CLIFF CAN
 GO0253'BE SCALED, BUT IT IS VERY DANGEROUS AND ROPES SHOULD BE USED.)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1545 ***********************************************************************
 CX1545  DESIGNATION -  GRAYBOY
 CX1545  PID         -  CX1545
 CX1545  STATE/COUNTY-  NM/OTERO
 CX1545  USGS QUAD   -  DESERT NE (1955)
 CX1545
 CX1545                         *CURRENT SURVEY CONTROL
 CX1545  ___________________________________________________________________
 CX1545* NAD 83(1992)-  32 08 10.41331(N)    106 02 07.92948(W)     ADJUSTED  
 CX1545* NAVD 88     -      1500.     (meters)    4921.     (feet)  SCALED    
 CX1545  ___________________________________________________________________
 CX1545  LAPLACE CORR-           4.59  (seconds)                    DEFLEC99
 CX1545  GEOID HEIGHT-         -22.98  (meters)                     GEOID03
 CX1545
 CX1545  HORZ ORDER  -  SECOND
 CX1545
 CX1545.The horizontal coordinates were established by classical geodetic methods
 CX1545.and adjusted by the National Geodetic Survey in December 1993..
 CX1545
 CX1545.The orthometric height was scaled from a topographic map.
 CX1545
 CX1545.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1545
 CX1545.The geoid height was determined by GEOID03.
 CX1545
 CX1545;                    North         East     Units Scale Factor Converg.
 CX1545;SPC NM C     -   125,991.476   520,233.357   MT  0.99990505   +0 06 50.7
 CX1545;SPC NM C     -   413,357.03  1,706,798.94   sFT  0.99990505   +0 06 50.7
 CX1545;UTM  13      - 3,556,004.995   402,330.660   MT  0.99971764   -0 33 03.2
 CX1545
 CX1545!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1545!SPC NM C     -   0.99976820  x   0.99990505  =   0.99967327
 CX1545!UTM  13      -   0.99976820  x   0.99971764  =   0.99948590
 CX1545
 CX1545|---------------------------------------------------------------------|
 CX1545| PID    Reference Object                     Distance      Geod. Az  |
 CX1545|                                                           dddmmss.s |
 CX1545| CC6610 GRAYBOY RM 1                          4.578 METERS 14320     |
 CX1545| CC6609 GRAYBOY AZ MK                                      1955512.5 |
 CX1545| CC6611 GRAYBOY RM 2                          5.606 METERS 23631     |
 CX1545|---------------------------------------------------------------------|
 CX1545
 CX1545                          SUPERSEDED SURVEY CONTROL
 CX1545
 CX1545  NAD 83(1986)-  32 08 10.41659(N)    106 02 07.92709(W) AD(       ) 2
 CX1545  NAD 27      -  32 08 10.05700(N)    106 02 06.00400(W) AD(       ) 2
 CX1545
 CX1545.Superseded values are not recommended for survey control.
 CX1545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1545.See file dsdata.txt to determine how the superseded data were derived.
 CX1545
 CX1545_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDR0233156005(NAD 83)
 CX1545_MARKER: DD = SURVEY DISK
 CX1545_SETTING: 66 = SET IN ROCK OUTCROP
 CX1545
 CX1545  HISTORY     - Date     Condition        Report By
 CX1545  HISTORY     - 1943     MONUMENTED       CGS
 CX1545  HISTORY     - 1955     GOOD             AMS
 CX1545
 CX1545                          STATION DESCRIPTION
 CX1545
 CX1545'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (EHB)
 CX1545'STATION IS LOCATED ON A HILL FORMING THE W END OF THE HUECO
 CX1545'MOUNTAINS, 9.0 MILES, AIRLINE, N OF THE STATE LINE, 7.5 MILES
 CX1545'DUE E OF THREE ISOLATED BUTTES IN THE VALLEY, AND ABOUT
 CX1545'1.5 MILES N OF THE GRAYBOY DIRT TANK AND CORRALS.  IT IS ON
 CX1545'THE HIGHEST POINT OF A LARGE ROUND-TOPPED HILL AT THE W END
 CX1545'OF THE HUECO MOUNTAINS.
 CX1545'
 CX1545'STATION MARK IS A BRONZE STATION DISK SET IN ROCK OUTCROP
 CX1545'FLUSH WITH THE GROUND.  STAMPED GRAYBOY 1943.
 CX1545'
 CX1545'REFERENCE MARK 1 IS SSE OF THE STATION.  IT IS A BRONZE
 CX1545'REFERENCE DISK SET IN ROCK OUTCROP FLUSH WITH THE GROUND.
 CX1545'STAMPED GRAYBOY NO 1 1943.
 CX1545'
 CX1545'REFERENCE MARK 2 IS WSW OF THE STATION.  IT IS A BRONZE
 CX1545'REFERENCE DISK SET IN ROCK OUTCROP FLUSH WITH THE GROUND.
 CX1545'STAMPED GRAYBOY NO 2 1943.
 CX1545'
 CX1545'AZIMUTH MARK IS 1.5 MILES SSW OF THE STATION, 2.0 FEET E
 CX1545'OF A FENCE AROUND A DIRT TANK AND 40.0 FEET S OF A WIRE
 CX1545'GATE.  IT IS ON THE E SIDE AND AT ABOUT THE CENTER OF THE
 CX1545'TANK.  A U.S. GEOLOGICAL SURVEY BENCH MARK SET IN A 10-INCH
 CX1545'SQUARE CONCRETE POST THAT PROJECTS 4 INCHES ABOVE THE GROUND.
 CX1545'STAMPED K 20 1940 4410.
 CX1545'
 CX1545'TO REACH FROM NEWMAN GO E ACROSS TRACKS JUST S OF THE RAILROAD
 CX1545'STATION AND TURN LEFT AFTER GOING THROUGH E GATE.  FOLLOW
 CX1545'MAIN TRAVELED ROAD E FOR 7.3 MILES TO FORKS, TAKE LEFT FORK
 CX1545'AND CONTINUE E FOR 4.1 MILES TO FORKS, TAKE LEFT FORK, PASSING
 CX1545'TO LEFT OF A LONE SAND HILL, FOR 3.3 MILES, KEEPING TO RIGHT
 CX1545'ACROSS DRY LAKE BED, TO FORKS.  TAKE RIGHT FORK AND GO 3.1
 CX1545'MILES TO FORKS.  TAKE LEFT FORK AND CONTINUE STRAIGHT AHEAD
 CX1545'FOR 1.4 MILES TO A DIRT TANK, TURN LEFT ALONG E SIDE OF
 CX1545'TANK AND GO N ACROSS COUNTRY 2.2 MILES INCLINING TO THE LEFT
 CX1545'UP A DRAW TO THE FOOT OF THE HILL.  FROM HERE PACK N ALONG
 CX1545'THE RIDGE TO THE HIGHEST SUMMIT AND STATION.
 CX1545'
 CX1545'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 CX1545
 CX1545                          STATION RECOVERY (1955)
 CX1545
 CX1545'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1955
 CX1545'STATION RECOVERED IN GOOD CONDITION.
 CX1545'
 CX1545'REFERENCE MARKS AND AZIMUTH MARK ARE IN GOOD CONDITION.
 CX1545'
 CX1545'THE STATION IS 43.5 FEET NW OF CENTER LONE YUCCA BUSH.
 CX1545'66.5 FEET W OF CENTER OF THREE YUCCA BUSHES.  AND 40 FEET
 CX1545'S OF CENTER OF LONE YUCCA BUSH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0260 ***********************************************************************
 DR0260  DESIGNATION -  GREEN
 DR0260  PID         -  DR0260
 DR0260  STATE/COUNTY-  NM/CHAVES
 DR0260  USGS QUAD   -  L-E RANCH (1975)
 DR0260
 DR0260                         *CURRENT SURVEY CONTROL
 DR0260  ___________________________________________________________________
 DR0260* NAD 83(1992)-  33 25 34.58780(N)    104 11 13.66905(W)     ADJUSTED  
 DR0260* NAVD 88     -      1178.533  (meters)    3866.57   (feet)  POSTED    
 DR0260  ___________________________________________________________________
 DR0260  LAPLACE CORR-           0.26  (seconds)                    DEFLEC99
 DR0260  GEOID HEIGHT-         -23.20  (meters)                     GEOID03
 DR0260  DYNAMIC HT  -        1176.920 (meters)    3861.28  (feet)  COMP
 DR0260  MODELED GRAV-     979,225.3   (mgal)                       NAVD 88
 DR0260
 DR0260  HORZ ORDER  -  THIRD
 DR0260  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 DR0260
 DR0260.The horizontal coordinates were established by classical geodetic methods
 DR0260.and adjusted by the National Geodetic Survey in December 1993..
 DR0260
 DR0260.The orthometric height was determined by differential leveling
 DR0260.and adjusted by the National Geodetic Survey in 1992..
 DR0260.No vertical observational check was made to the station.
 DR0260.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 DR0260.was located on a no-check spur therefore a value was not computed.
 DR0260
 DR0260.The Laplace correction was computed from DEFLEC99 derived deflections.
 DR0260
 DR0260.The geoid height was determined by GEOID03.
 DR0260
 DR0260.The dynamic height is computed by dividing the NAVD 88
 DR0260.geopotential number by the normal gravity value computed on the
 DR0260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0260.degrees latitude (g = 980.6199 gals.).
 DR0260
 DR0260.The modeled gravity was interpolated from observed gravity values.
 DR0260
 DR0260;                    North         East     Units Scale Factor Converg.
 DR0260;SPC NM E     -   269,036.166   178,595.834   MT  0.99991137   +0 04 49.9
 DR0260;SPC NM E     -   882,662.82    585,943.17   sFT  0.99991137   +0 04 49.9
 DR0260;UTM  13      - 3,698,840.688   575,568.655   MT  0.99967040   +0 26 52.1
 DR0260
 DR0260!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR0260!SPC NM E     -   0.99981865  x   0.99991137  =   0.99973004
 DR0260!UTM  13      -   0.99981865  x   0.99967040  =   0.99948911
 DR0260
 DR0260:                Primary Azimuth Mark                     Grid Az
 DR0260:SPC NM E     -  GREEN AZ MK                              149 14 00.8
 DR0260:UTM  13      -  GREEN AZ MK                              148 51 58.6
 DR0260
 DR0260|---------------------------------------------------------------------|
 DR0260| PID    Reference Object                     Distance      Geod. Az  |
 DR0260|                                                           dddmmss.s |
 DR0260| DR0250 GREEN AZ MK                                        1491850.7 |
 DR0260| DR0261 GREEN RM 1                           27.526 METERS 17517     |
 DR0260| DR0259 GREEN RM 2                           19.680 METERS 29458     |
 DR0260|---------------------------------------------------------------------|
 DR0260
 DR0260                          SUPERSEDED SURVEY CONTROL
 DR0260
 DR0260  NAD 83(1986)-  33 25 34.59248(N)    104 11 13.66357(W) AD(       ) 3
 DR0260  NAD 27      -  33 25 34.22990(N)    104 11 11.79310(W) AD(       ) 3
 DR0260  NGVD 29 (??/??/92) 1178.031  (m)         3864.92   (f) ADJ UNCH    2 0
 DR0260
 DR0260.Superseded values are not recommended for survey control.
 DR0260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0260.See file dsdata.txt to determine how the superseded data were derived.
 DR0260
 DR0260_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES7556998841(NAD 83)
 DR0260_MARKER: DS = TRIANGULATION STATION DISK
 DR0260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR0260_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DR0260_STAMPING: GREEN 1961
 DR0260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR0260+STABILITY: SURFACE MOTION
 DR0260
 DR0260  HISTORY     - Date     Condition        Report By
 DR0260  HISTORY     - 1961     MONUMENTED       CGS
 DR0260  HISTORY     - 1961     GOOD             CGS
 DR0260
 DR0260                          STATION DESCRIPTION
 DR0260
 DR0260'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (GWM)
 DR0260'LOCATED, AIRLINE, ABOUT 28 MILES WEST OF CAPROCK, 19-1/2
 DR0260'MILES SOUTH-SOUTHWEST OF ELKINS, AND 19-1/4 MILES
 DR0260'EAST OF ROSWELL NEAR THE NORTHEAST CORNER OF THE GOVERNMENT
 DR0260'PROPERTY.
 DR0260'
 DR0260'TO REACH FROM THE INTERSECTION OF SECOND AND MAIN STREETS IN
 DR0260'ROSWELL GO EAST ON U.S. HIGHWAY 380 FOR 7.2 MILES TO THE
 DR0260'BRIDGE OVER THE PECOS RIVER.  CONTINUE EAST 12.3 MIES TO A
 DR0260'SIDE ROAD ON THE LEFT.  TO REACH THE AZIMUTH MARK FROM THIS
 DR0260'POINT CONTINUE EAST 0.3 MILE TO THE MARK ON THE RIGHT.  TO
 DR0260'GO TO THE STATION FROM THE SIDE ROAD AND MENTIONED ABOVE
 DR0260'TURN LEFT AND GO NORTH 0.4 MILE, PAST A GUARDED GATE, TO
 DR0260'THE MARK NEAR THE NORTHEAST FENCE CORNER.*
 DR0260'
 DR0260'THE STATION MARK, A STANDARD DISK STAMPED GREEN 1961
 DR0260'CEMENTED IN THE TOP OF A 12-INCH-SQUARE CONCRETE MONUMENT
 DR0260'PROJECTING 4 INCHES ABOVE GROUND, IS 29.4 FEET SOUTH-SOUTHWEST
 DR0260'OF THE NORTHEAST FENCE CORNER POST, 8.5 FEET WEST OF THE
 DR0260'EAST PROPERTY FENCE AND 2.6 FEET SOUTH-SOUTHEAST OF A METAL
 DR0260'WITNESS POST WITH SIGN.  THE UNDERGROUND STATION MARK IS A
 DR0260'STANDARD TRAVERSE STATION DISK STAMPED GREEN 1961.
 DR0260'
 DR0260'REFERENCE MARK NUMBER ONE, A STANDARD DISK STAMPED GREEN
 DR0260'NO 1 1961 CEMENTED IN THE TOP OF A 12-INCH-SQUARE CONCRETE
 DR0260'MONUMENT PROJECTING 5 INCHES ABOVE GROUND, IS 1.0 FOOT WEST
 DR0260'OF THE EAST PROPERTY FENCE AND ABOUT 2 FEET LOWER THAN STATION
 DR0260'ELEVATION.
 DR0260'
 DR0260'REFERENCE MARK NUMBER TWO, A STANDARD DISK STAMPED GREEN
 DR0260'NO 2 1961 CEMENTED IN THE TOP OF A 12-INCH-SQUARE CONCRETE
 DR0260'MONUMENT PROJECTING 5 INCHES ABOVE GROUND, IS 67.0 FEET WEST
 DR0260'OF THE NORTHEAST FENCE CORNER POST, 1.1 FEET SOUTH OF THE
 DR0260'NORTH PROPERTY FENCE, AND AT THE SAME ELEVATION AS THE STATION.
 DR0260'
 DR0260'THE AZIMUTH MARK, A STANDARD DISK STAMPED GREEN 1961 CEMENTED
 DR0260'IN THE TOP OF A 12-INCH-SQUARE CONCRETE MONUMENT PROJECTING
 DR0260'1 INCHES ABOVE GROUND, IS 49.0 FEET SOUTH OF THE CENTER LINE
 DR0260'OF U.S. HIGHWAY 380, 1.5 FEET SOUTHWEST OF A METAL WITNESS
 DR0260'POST WITH SIGN, AND 0.6 FOOT NORTH OF THE SOUTH RIGHT-OF-WAY
 DR0260'FENCE.
 DR0260'
 DR0260'*ROADS IN THE AREA WERE NOT YET COMPLETED AT THE TIME THE STATION
 DR0260'WAS OCCUPIED.
 DR0260
 DR0260                          STATION RECOVERY (1961)
 DR0260
 DR0260'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 DR0260'21.65 MI E FROM ROSWELL.
 DR0260'0.15 MILE SOUTH ALONG SOUTH MAIN STREET FROM THE COURTHOUSE AT
 DR0260'ROSWELL, THENCE 21.1 MILES EAST ALONG U.S. HIGHWAY 380, THENCE 0.4
 DR0260'MILE NORTH ALONG A GRAVEL ROAD, 90.3 FEET NORTH OF R.M. 1, 64.6 FEET
 DR0260'EAST OF R.M. 2, SET IN TOP OF A SQUARE CONCRETE POST PROJECTING 4
 DR0260'INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GO0365 ***********************************************************************
 GO0365  DESIGNATION -  GREEN
 GO0365  PID         -  GO0365
 GO0365  STATE/COUNTY-  NM/SAN JUAN
 GO0365  USGS QUAD   -  FLORA VISTA (1979)
 GO0365
 GO0365                         *CURRENT SURVEY CONTROL
 GO0365  ___________________________________________________________________
 GO0365* NAD 83(1992)-  36 52 01.78094(N)    108 05 56.80821(W)     ADJUSTED  
 GO0365* NAVD 88     -      1915.8    (meters)    6285.     (feet)  VERTCON   
 GO0365  ___________________________________________________________________
 GO0365  LAPLACE CORR-           1.02  (seconds)                    DEFLEC99
 GO0365  GEOID HEIGHT-         -20.77  (meters)                     GEOID03
 GO0365
 GO0365  HORZ ORDER  -  THIRD
 GO0365
 GO0365.The horizontal coordinates were established by classical geodetic methods
 GO0365.and adjusted by the National Geodetic Survey in December 1993..
 GO0365
 GO0365.The NAVD 88 height was computed by applying the VERTCON shift value to
 GO0365.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GO0365
 GO0365.The Laplace correction was computed from DEFLEC99 derived deflections.
 GO0365
 GO0365.The geoid height was determined by GEOID03.
 GO0365
 GO0365;                    North         East     Units Scale Factor Converg.
 GO0365;SPC NM W     -   650,773.441   806,303.332   MT  0.99992358   -0 09 34.1
 GO0365;SPC NM W     - 2,135,079.20  2,645,346.85   sFT  0.99992358   -0 09 34.1
 GO0365;UTM  12      - 4,084,065.705   758,589.013   MT  1.00042386   +1 44 29.0
 GO0365
 GO0365!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GO0365!SPC NM W     -   0.99970269  x   0.99992358  =   0.99962629
 GO0365!UTM  12      -   0.99970269  x   1.00042386  =   1.00012642
 GO0365
 GO0365:                Primary Azimuth Mark                     Grid Az
 GO0365:SPC NM W     -  CEDAR                                    256 27 22.1
 GO0365:UTM  12      -  CEDAR                                    254 33 19.0
 GO0365
 GO0365|---------------------------------------------------------------------|
 GO0365| PID    Reference Object                     Distance      Geod. Az  |
 GO0365|                                                           dddmmss.s |
 GO0365| GO0366 CEDAR                               APPROX. 5.4 KM 2561748.0 |
 GO0365|---------------------------------------------------------------------|
 GO0365
 GO0365                          SUPERSEDED SURVEY CONTROL
 GO0365
 GO0365  NAD 83(1992)-  36 52 01.78039(N)    108 05 56.80900(W) AD(       ) 3
 GO0365  NAD 83(1986)-  36 52 01.77458(N)    108 05 56.81696(W) AD(       ) 3
 GO0365  NAD 27      -  36 52 01.76905(N)    108 05 54.55332(W) AD(       ) 3
 GO0365  NGVD 29 (07/19/86) 1914.8    (m)         6282.     (f) VERT ANG       
 GO0365
 GO0365.Superseded values are not recommended for survey control.
 GO0365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GO0365.See file dsdata.txt to determine how the superseded data were derived.
 GO0365
 GO0365_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYF5858984066(NAD 83)
 GO0365_MARKER: DD = SURVEY DISK
 GO0365_SETTING: 0 = UNSPECIFIED SETTING
 GO0365_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GO0365
 GO0365  HISTORY     - Date     Condition        Report By
 GO0365  HISTORY     - 1960     MONUMENTED       USGS
 GO0365
 GO0365                          STATION DESCRIPTION
 GO0365
 GO0365'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 GO0365'STATION IS LOCATED ABOUT 11 MI. AIRLINE NE. OF FARMINGTON, NEW MEXICO,
 GO0365'AND ABOUT 7 MI. AIRLINE NW. OF AZTEC, NEW MEXICO, AT THE HIGHEST POINT
 GO0365'OF A HILL.
 GO0365'
 GO0365'TO REACH FROM THE POST OFFICE AT FLORA VISTA, NEW MEXICO, DRIVE W.
 GO0365'ALONG U.S. HIGHWAY 550 FOR 0.2 MI. TO JUNCTION WITH RD. FROM N.,
 GO0365'TURN RIGHT AND DRIVE NORTHERLY 0.8 MI. TO JUNCTION WITH RD. FROM E.,
 GO0365'CONTINUE STRAIGHT AHEAD (NORTHERLY) 3.7 MI. TO Y-JUNCTION, TAKE RIGHT
 GO0365'FORK AND DRIVE NORTHERLY 1.6 MI. TO INTERSECTION, TURN RIGHT AND DRIVE
 GO0365'0.6 MI. TO TOP OF RIDGE AND END OF 2-WHEEL DRIVE TRAVEL.  WALK OR
 GO0365'4-WHEEL DRIVE ABOUT 1200 FT. SW. ALONG RIDGE TO HIGHEST LOCAL POINT
 GO0365'AND STATION MARK.
 GO0365'
 GO0365'STATION MARK--STATION MARK IS A STANDARD USGS TRIANGULATION TABLET
 GO0365'CEMENTED IN A 2 IN. PIPE SET FLUSH WITH GROUND, TABLET STAMPED
 GO0365'---GREEN 1960---.
 GO0365'
 GO0365'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0878 ***********************************************************************
 CW0878  DESIGNATION -  GREEN
 CW0878  PID         -  CW0878
 CW0878  STATE/COUNTY-  NM/OTERO
 CW0878  USGS QUAD   -  PANAMA RANCH (1963)
 CW0878
 CW0878                         *CURRENT SURVEY CONTROL
 CW0878  ___________________________________________________________________
 CW0878* NAD 83(1992)-  32 28 24.22780(N)    105 07 10.31128(W)     ADJUSTED  
 CW0878* NAVD 88     -      2046.     (meters)    6713.     (feet)  SCALED    
 CW0878  ___________________________________________________________________
 CW0878  LAPLACE CORR-           3.62  (seconds)                    DEFLEC99
 CW0878  GEOID HEIGHT-         -21.68  (meters)                     GEOID03
 CW0878
 CW0878  HORZ ORDER  -  THIRD
 CW0878
 CW0878.The horizontal coordinates were established by classical geodetic methods
 CW0878.and adjusted by the National Geodetic Survey in December 1993..
 CW0878
 CW0878.The orthometric height was scaled from a topographic map.
 CW0878
 CW0878.The Laplace correction was computed from DEFLEC99 derived deflections.
 CW0878
 CW0878.The geoid height was determined by GEOID03.
 CW0878
 CW0878;                    North         East     Units Scale Factor Converg.
 CW0878;SPC NM C     -   163,920.060   606,261.402   MT  1.00003920   +0 36 25.3
 CW0878;SPC NM C     -   537,794.40  1,989,042.62   sFT  1.00003920   +0 36 25.3
 CW0878;SPC NM E     -   163,630.898    91,099.685   MT  0.99997641   -0 25 19.7
 CW0878;SPC NM E     -   536,845.70    298,882.88   sFT  0.99997641   -0 25 19.7
 CW0878;UTM  13      - 3,592,916.392   488,768.058   MT  0.99960156   -0 03 51.0
 CW0878
 CW0878!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CW0878!SPC NM C     -   0.99968231  x   1.00003920  =   0.99972150
 CW0878!SPC NM E     -   0.99968231  x   0.99997641  =   0.99965873
 CW0878!UTM  13      -   0.99968231  x   0.99960156  =   0.99928399
 CW0878
 CW0878:                Primary Azimuth Mark                     Grid Az
 CW0878:SPC NM C     -  PRUDE                                    345 01 20.0
 CW0878:SPC NM E     -  PRUDE                                    346 03 05.0
 CW0878:UTM  13      -  PRUDE                                    345 41 36.3
 CW0878
 CW0878|---------------------------------------------------------------------|
 CW0878| PID    Reference Object                     Distance      Geod. Az  |
 CW0878|                                                           dddmmss.s |
 CW0878| CW0879 PRUDE                               APPROX. 2.4 KM 3453745.3 |
 CW0878|---------------------------------------------------------------------|
 CW0878
 CW0878                          SUPERSEDED SURVEY CONTROL
 CW0878
 CW0878  NAD 83(1986)-  32 28 24.23291(N)    105 07 10.31064(W) AD(       ) 3
 CW0878  NAD 27      -  32 28 23.83642(N)    105 07 08.42369(W) AD(       ) 3
 CW0878
 CW0878.Superseded values are not recommended for survey control.
 CW0878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0878.See file dsdata.txt to determine how the superseded data were derived.
 CW0878
 CW0878_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDR8876892916(NAD 83)
 CW0878
 CW0878  HISTORY     - Date     Condition        Report By
 CW0878  HISTORY     - UNK      MONUMENTED       USGS
 CW0878  HISTORY     - 1963     GOOD             USGS
 CW0878
 CW0878                          STATION DESCRIPTION
 CW0878
 CW0878'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 CW0878'ON WESTERN RIM OF GUADALUPE MOUNTAINS, 7 MI. S. OF --BULLIS SPRINGS--
 CW0878'(PRUDE BROS. RANCH), 5 MI. W. OF SARGENT WATER TANK AND RANCH HOUSE
 CW0878'(WHICH ALSO BELONGS TO PRUDE BROS.), ON EXTREME WESTERN END OF A
 CW0878'PROMINENT HIGH RIDGE PRACTICALLY BARE OF LARGE TIMBER ON ITS N. SIDE,
 CW0878'ABOUT 500 FT. E. OF THE EDGE OF RIM ROCK.
 CW0878'
 CW0878'TO REACH STATION FROM THE N. START FROM SAM LEWIS TANK AND RANCH HOUSE
 CW0878'(NOW BELONGING TO PRUDE BROS.), WHICH ARE NEAR MAIN AUTOMOBILE RD.
 CW0878'LEADING W. FROM HOPE, NEW MEXICO, TAKE MOUNTAIN RD. LEADING S. TO
 CW0878'--BULLIS SPRINGS--, THENCE ON S. UP CANYON TO POINT WHERE WAGON RD.
 CW0878'STRIKES TELEPHONE LINE AND TURNS E., LEAVE RD. AND FOLLOW FLAT OPEN
 CW0878'DRAINS S. ACROSS TWO LOW DIVIDES, AND KEEPING ABOUT 0.5 MI. TO E. OF
 CW0878'PRUDE STATION CROSS TWO LOW RIDGES AND TWO CANYONS, TURN W. IN LAST
 CW0878'CANYON TO RIM THEN STATION IS ON TOP OF RIDGE TO S.
 CW0878'
 CW0878'TO REACH STATION FROM THE S. TAKE RANGE RD. FROM QUEEN POST OFFICE VIA
 CW0878'INDIAN CREEK RANGER STATION AND BATES RANCH TO SARGENT TANK, THENCE W.
 CW0878'UP CANYON TO RIM, STATION IS ON RIDGE TO S.  NO RD. FROM SARGENT TANK,
 CW0878'BUT HORSES OR LIGHT WAGON CAN BE TAKEN WITHIN 0.25 MI. OF STATION.
 CW0878'
 CW0878'STATION MARK--BRONZE BENCH MARK TABLET, CEMENTED IN ROCK, SET IN
 CW0878'GROUND, NOT STAMPED.
 CW0878'
 CW0878'REFERENCE MARK--A 40-PENNY SPIKE IN ROOT OF SIGNAL TREE, 23.05 FT. W.
 CW0878'OF STATION.
 CW0878'
 CW0878'RECOVERED AS DESCRIBED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS1288 ***********************************************************************
 DS1288  DESIGNATION -  GREEN 2
 DS1288  PID         -  DS1288
 DS1288  STATE/COUNTY-  NM/SOCORRO
 DS1288  USGS QUAD   -  GRANJEAN WELL (1981)
 DS1288
 DS1288                         *CURRENT SURVEY CONTROL
 DS1288  ___________________________________________________________________
 DS1288* NAD 83(1992)-  33 43 48.66994(N)    106 38 13.75083(W)     ADJUSTED  
 DS1288* NAVD 88     -      1455.19   (+/-2cm)    4774.2    (feet)  VERTCON   
 DS1288  ___________________________________________________________________
 DS1288  LAPLACE CORR-           1.08  (seconds)                    DEFLEC99
 DS1288  GEOID HEIGHT-         -22.39  (meters)                     GEOID03
 DS1288
 DS1288  HORZ ORDER  -  FIRST
 DS1288  VERT ORDER  -  THIRD ? (See Below)
 DS1288
 DS1288.The horizontal coordinates were established by classical geodetic methods
 DS1288.and adjusted by the National Geodetic Survey in December 1993..
 DS1288
 DS1288.The NAVD 88 height was computed by applying the VERTCON shift value to
 DS1288.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DS1288.The vertical order pertains to the NGVD 29 superseded value.
 DS1288
 DS1288.The Laplace correction was computed from DEFLEC99 derived deflections.
 DS1288
 DS1288.The geoid height was determined by GEOID03.
 DS1288
 DS1288;                    North         East     Units Scale Factor Converg.
 DS1288;SPC NM C     -   302,796.403   464,123.747   MT  0.99991586   -0 12 53.9
 DS1288;SPC NM C     -   993,424.53  1,522,712.66   sFT  0.99991586   -0 12 53.9
 DS1288;UTM  13      - 3,733,443.650   348,328.162   MT  0.99988360   -0 54 33.3
 DS1288
 DS1288!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS1288!SPC NM C     -   0.99977512  x   0.99991586  =   0.99969100
 DS1288!UTM  13      -   0.99977512  x   0.99988360  =   0.99965874
 DS1288
 DS1288|---------------------------------------------------------------------|
 DS1288| PID    Reference Object                     Distance      Geod. Az  |
 DS1288|                                                           dddmmss.s |
 DS1288| CD2966 GREEN 2 RM 2                          5.902 METERS 00433     |
 DS1288| CD2964 GREEN 2 AZ MK                                      2790911.7 |
 DS1288| CD2965 GREEN 2 RM 1                          5.273 METERS 28149     |
 DS1288|---------------------------------------------------------------------|
 DS1288
 DS1288                          SUPERSEDED SURVEY CONTROL
 DS1288
 DS1288  NAD 83(1986)-  33 43 48.67715(N)    106 38 13.75328(W) AD(       ) 1
 DS1288  NAD 27      -  33 43 48.42705(N)    106 38 11.69866(W) AD(       ) 1
 DS1288  NGVD 29 (07/19/86) 1454.51   (m)         4772.0    (f) LEVELING    3  
 DS1288
 DS1288.Superseded values are not recommended for survey control.
 DS1288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS1288.See file dsdata.txt to determine how the superseded data were derived.
 DS1288
 DS1288_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT4832833444(NAD 83)
 DS1288_MARKER: DS = TRIANGULATION STATION DISK
 DS1288_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS1288
 DS1288  HISTORY     - Date     Condition        Report By
 DS1288  HISTORY     - 1967     MONUMENTED       CGS
 DS1288
 DS1288                          STATION DESCRIPTION
 DS1288
 DS1288'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (JCC)
 DS1288'THE STATION IS IN THE 90 MILE RANGE OF WHITE SANDS MISSILE RANGE,
 DS1288'45 MILES WEST OF CARRIZOZO AND 6 MILES SOUTH OF STALLION RANGE, ON
 DS1288'THE SOUTHEAST CORNER OF A MOUND OF DIRT WHICH HAS AN ASTRODOME AND A
 DS1288'SLAB OF CONCRETE AS FOUNDATION.
 DS1288'
 DS1288'TO REACH FROM THE HEADQUARTERS BUILDING (NO. 34200) AT STALLION
 DS1288'RANGE CENTER, GO NORTHWEST ON PAVED ROAD 0.3 MILE TO A SIDE ROAD
 DS1288'LEFT.  TURN LEFT AND FOLLOW WSMR ROUTE 5 SOUTHWESTERLY FOR 6.5
 DS1288'MILES TO A SIDE ROAD LEFT.  TURN LEFT AND FOLLOW ROAD 1.9 MILES TO
 DS1288'THE AZIMUTH MARK ON THE LEFT.  CONTINUE 0.6 MILES TO A MOUND
 DS1288'WITH AN ASTRODOME AND THE STATION.
 DS1288'
 DS1288'THE STATION IS A STAMPED DISK SET IN THE TOP OF AN 11 INCH SQUARE
 DS1288'CONCRETE POST, STAMPED GREEN 2 1967 AND PROJECTS 6 INCHES.  IT IS
 DS1288'3.0 FEET NORTHEAST OF THE SOUTHEAST CORNER OF THE CONCRETE PAD, 7.0
 DS1288'FEET SOUTHEAST OF THE SOUTHEAST EDGE OF G-157 ASTRODOME, AND 2.6
 DS1288'FEET WEST OF A RAILING AROUND G-157.
 DS1288'
 DS1288'REFERENCE MARK 1 IS A STANDARD DISK STAMPED GREEN 2 NO 1 1967, SET
 DS1288'IN A DRILL HOLE IN THE SOUTHWEST CORNER OF A CONCRETE PAD FOR G-157
 DS1288'AND FLUSH.  IT IS 1.5 FEET NORTHEAST OF THE SOUTHWEST CORNER OF
 DS1288'THE CONCRETE PAD, 4.9 FEET SOUTHWEST OF THE SOUTHWEST EDGE OF THE
 DS1288'DOME FOR G-157, AND 6.0 FEET EAST OF THE WEST RAILING.
 DS1288'
 DS1288'REFERENCE MARK 2 IS A STANDARD DISK STAMPED GREEN 2 NO 2 1967 SET
 DS1288'IN A DRILL HOLE IN THE NORTHEAST CORNER OF A CONCRETE PAD FOR
 DS1288'G-157 AND FLUSH.  IT IS 1.5 FEET SOUTHWEST OF THE NORTHEAST CORNER
 DS1288'OF THE CONCRETE PAD, 3.1 FEET SOUTH ON THE NORTH RAILING AND 9.5
 DS1288'FEET NORTHEAST OF THE NORTHEAST EDGE OF THE ASTRODOME.
 DS1288'
 DS1288'THE AZIMUTH MARK IS A STANDARD DISK STAMPED GREEN 2 1967 SET IN
 DS1288'THE TOP OF AN 11 INCH SQUARE CONCRETE POST PROJECTING 6 INCHES ABOVE
 DS1288'THE GROUND.  IT IS 5.0 FEET NORTH OF A 2X4 WITNESS POST, 60.0 FEET
 DS1288'NORTH OF THE CENTERLINE OF THE ROAD, AND 105 FEET SOUTH OF A
 DS1288'TELEPHONE POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0250 ***********************************************************************
 DR0250  DESIGNATION -  GREEN AZ MK
 DR0250  PID         -  DR0250
 DR0250  STATE/COUNTY-  NM/CHAVES
 DR0250  USGS QUAD   -  L-E RANCH (1975)
 DR0250
 DR0250                         *CURRENT SURVEY CONTROL
 DR0250  ___________________________________________________________________
 DR0250* NAD 83(1986)-  33 25 11.     (N)    104 10 58.     (W)     SCALED    
 DR0250* NAVD 88     -      1168.477  (meters)    3833.58   (feet)  POSTED    
 DR0250  ___________________________________________________________________
 DR0250  GEOID HEIGHT-         -23.20  (meters)                     GEOID03
 DR0250  DYNAMIC HT  -        1166.870 (meters)    3828.31  (feet)  COMP
 DR0250  MODELED GRAV-     979,225.3   (mgal)                       NAVD 88
 DR0250
 DR0250  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 DR0250
 DR0250.The horizontal coordinates were scaled from a topographic map and have
 DR0250.an estimated accuracy of +/- 6 seconds.
 DR0250
 DR0250.The orthometric height was determined by differential leveling
 DR0250.and adjusted by the National Geodetic Survey in 1992..
 DR0250.No vertical observational check was made to the station.
 DR0250.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 DR0250.was located on a no-check spur therefore a value was not computed.
 DR0250
 DR0250.The geoid height was determined by GEOID03.
 DR0250
 DR0250.The dynamic height is computed by dividing the NAVD 88
 DR0250.geopotential number by the normal gravity value computed on the
 DR0250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0250.degrees latitude (g = 980.6199 gals.).
 DR0250
 DR0250.The modeled gravity was interpolated from observed gravity values.
 DR0250
 DR0250;                    North         East    Units  Estimated Accuracy
 DR0250;SPC NM E     -   268,310.      179,000.      MT  (+/- 180 meters Scaled)
 DR0250
 DR0250                          SUPERSEDED SURVEY CONTROL
 DR0250
 DR0250  NGVD 29 (??/??/92) 1167.975  (m)         3831.93   (f) ADJ UNCH    2 0
 DR0250
 DR0250.Superseded values are not recommended for survey control.
 DR0250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0250.See file dsdata.txt to determine how the superseded data were derived.
 DR0250
 DR0250_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES759981(NAD 83)
 DR0250_MARKER: DZ = AZIMUTH MARK DISK
 DR0250_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR0250_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DR0250_STAMPING: GREEN 1961
 DR0250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR0250+STABILITY: SURFACE MOTION
 DR0250
 DR0250  HISTORY     - Date     Condition        Report By
 DR0250  HISTORY     - 1961     MONUMENTED       CGS
 DR0250
 DR0250                          STATION DESCRIPTION
 DR0250
 DR0250'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 DR0250'21.55 MI E FROM ROSWELL.
 DR0250'0.15 MILE SOUTH ALONG SOUTH MAIN STREET FROM THE COURTHOUSE AT
 DR0250'ROSWELL, THENCE 21.4 MILES EAST ALONG U.S. HIGHWAY 380, 49 FEET SOUTH
 DR0250'OF THE CENTERLINE OF THE HIGHWAY, 1.5 FEET SOUTHWEST OF A METAL
 DR0250'WITNESS POST WITH SIGN, 6 INCHES NORTH OF A FENCE, SET IN TOP OF A
 DR0250'SQUARE CONCRETE POST PROJECTING 10 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0261 ***********************************************************************
 DR0261  DESIGNATION -  GREEN RM 1
 DR0261  PID         -  DR0261
 DR0261  STATE/COUNTY-  NM/CHAVES
 DR0261  USGS QUAD   -  L-E RANCH (1975)
 DR0261
 DR0261                         *CURRENT SURVEY CONTROL
 DR0261  ___________________________________________________________________
 DR0261* NAD 83(1986)-  33 25 34.     (N)    104 11 13.     (W)     SCALED    
 DR0261* NAVD 88     -      1177.959  (meters)    3864.69   (feet)  POSTED    
 DR0261  ___________________________________________________________________
 DR0261  GEOID HEIGHT-         -23.20  (meters)                     GEOID03
 DR0261  DYNAMIC HT  -        1176.340 (meters)    3859.38  (feet)  COMP
 DR0261  MODELED GRAV-     979,225.3   (mgal)                       NAVD 88
 DR0261
 DR0261  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 DR0261
 DR0261.The horizontal coordinates were scaled from a topographic map and have
 DR0261.an estimated accuracy of +/- 6 seconds.
 DR0261
 DR0261.The orthometric height was determined by differential leveling
 DR0261.and adjusted by the National Geodetic Survey in 1992..
 DR0261.No vertical observational check was made to the station.
 DR0261.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 DR0261.was located on a no-check spur therefore a value was not computed.
 DR0261
 DR0261.The geoid height was determined by GEOID03.
 DR0261
 DR0261.The dynamic height is computed by dividing the NAVD 88
 DR0261.geopotential number by the normal gravity value computed on the
 DR0261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0261.degrees latitude (g = 980.6199 gals.).
 DR0261
 DR0261.The modeled gravity was interpolated from observed gravity values.
 DR0261
 DR0261;                    North         East    Units  Estimated Accuracy
 DR0261;SPC NM E     -   269,020.      178,610.      MT  (+/- 180 meters Scaled)
 DR0261
 DR0261                          SUPERSEDED SURVEY CONTROL
 DR0261
 DR0261.No superseded survey control is available for this station.
 DR0261
 DR0261_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES755988(NAD 83)
 DR0261_MARKER: DR = REFERENCE MARK DISK
 DR0261_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR0261_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DR0261_STAMPING: GREEN NO 1 1961
 DR0261_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR0261+STABILITY: SURFACE MOTION
 DR0261
 DR0261  HISTORY     - Date     Condition        Report By
 DR0261  HISTORY     - 1961     MONUMENTED       CGS
 DR0261
 DR0261                          STATION DESCRIPTION
 DR0261
 DR0261'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 DR0261'21.65 MI E FROM ROSWELL.
 DR0261'0.15 MILE SOUTH ALONG SOUTH MAIN STREET FROM THE COURTHOUSE AT
 DR0261'ROSWELL, THENCE 21.1 MILES EAST ALONG U.S. HIGHWAY 380, THENCE 0.4
 DR0261'MILE NORTH ALONG A GRAVEL ROAD, 90.3 FEET SOUTH OF A TRIANGULATION
 DR0261'STATION, 1 FOOT WEST OF  EAST PROPERTY FENCE, SET IN TOP OF A SQUARE
 DR0261'CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0259 ***********************************************************************
 DR0259  DESIGNATION -  GREEN RM 2
 DR0259  PID         -  DR0259
 DR0259  STATE/COUNTY-  NM/CHAVES
 DR0259  USGS QUAD   -  L-E RANCH (1975)
 DR0259
 DR0259                         *CURRENT SURVEY CONTROL
 DR0259  ___________________________________________________________________
 DR0259* NAD 83(1986)-  33 25 34.     (N)    104 11 13.     (W)     SCALED    
 DR0259* NAVD 88     -      1178.394  (meters)    3866.11   (feet)  POSTED    
 DR0259  ___________________________________________________________________
 DR0259  GEOID HEIGHT-         -23.20  (meters)                     GEOID03
 DR0259  DYNAMIC HT  -        1176.780 (meters)    3860.82  (feet)  COMP
 DR0259  MODELED GRAV-     979,225.3   (mgal)                       NAVD 88
 DR0259
 DR0259  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 DR0259
 DR0259.The horizontal coordinates were scaled from a topographic map and have
 DR0259.an estimated accuracy of +/- 6 seconds.
 DR0259
 DR0259.The orthometric height was determined by differential leveling
 DR0259.and adjusted by the National Geodetic Survey in 1992..
 DR0259.No vertical observational check was made to the station.
 DR0259.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 DR0259.was located on a no-check spur therefore a value was not computed.
 DR0259
 DR0259.The geoid height was determined by GEOID03.
 DR0259
 DR0259.The dynamic height is computed by dividing the NAVD 88
 DR0259.geopotential number by the normal gravity value computed on the
 DR0259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0259.degrees latitude (g = 980.6199 gals.).
 DR0259
 DR0259.The modeled gravity was interpolated from observed gravity values.
 DR0259
 DR0259;                    North         East    Units  Estimated Accuracy
 DR0259;SPC NM E     -   269,020.      178,610.      MT  (+/- 180 meters Scaled)
 DR0259
 DR0259                          SUPERSEDED SURVEY CONTROL
 DR0259
 DR0259  NGVD 29 (??/??/92) 1177.892  (m)         3864.47   (f) ADJ UNCH    2 0
 DR0259
 DR0259.Superseded values are not recommended for survey control.
 DR0259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0259.See file dsdata.txt to determine how the superseded data were derived.
 DR0259
 DR0259_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES755988(NAD 83)
 DR0259_MARKER: DR = REFERENCE MARK DISK
 DR0259_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR0259_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DR0259_STAMPING: GREEN NO 2 1961
 DR0259_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR0259+STABILITY: SURFACE MOTION
 DR0259
 DR0259  HISTORY     - Date     Condition        Report By
 DR0259  HISTORY     - 1961     MONUMENTED       CGS
 DR0259
 DR0259                          STATION DESCRIPTION
 DR0259
 DR0259'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 DR0259'21.65 MI E FROM ROSWELL.
 DR0259'0.15 MILE SOUTH ALONG SOUTH MAIN STREET FROM THE COURTHOUSE AT
 DR0259'ROSWELL, THENCE 21.1 MILES EAST ALONG U.S. HIGHWAY 380, THENCE 0.4
 DR0259'MILE NORTH ALONG A GRAVEL ROAD, 64.6 FEET WEST OF A TRIANGULATION
 DR0259'STATION, 1.1 FEET SOUTH OF THE NORTH PROPERTY FENCE, SET IN TOP OF A
 DR0259'SQUARE CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0905 ***********************************************************************
 CV0905  DESIGNATION -  GREENWOOD
 CV0905  PID         -  CV0905
 CV0905  STATE/COUNTY-  NM/EDDY
 CV0905  USGS QUAD   -  GREENWOOD LAKE (1985)
 CV0905
 CV0905                         *CURRENT SURVEY CONTROL
 CV0905  ___________________________________________________________________
 CV0905* NAD 83(1992)-  32 39 37.60131(N)    103 48 57.35299(W)     ADJUSTED  
 CV0905* NAVD 88     -      1096.67   (+/-2cm)    3598.0    (feet)  VERTCON   
 CV0905  ___________________________________________________________________
 CV0905  LAPLACE CORR-           2.90  (seconds)                    DEFLEC99
 CV0905  GEOID HEIGHT-         -23.10  (meters)                     GEOID03
 CV0905
 CV0905  HORZ ORDER  -  THIRD
 CV0905  VERT ORDER  -  THIRD ? (See Below)
 CV0905
 CV0905.The horizontal coordinates were established by classical geodetic methods
 CV0905.and adjusted by the National Geodetic Survey in December 1993..
 CV0905
 CV0905.The NAVD 88 height was computed by applying the VERTCON shift value to
 CV0905.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CV0905.The vertical order pertains to the NGVD 29 superseded value.
 CV0905
 CV0905.The Laplace correction was computed from DEFLEC99 derived deflections.
 CV0905
 CV0905.The geoid height was determined by GEOID03.
 CV0905
 CV0905;                    North         East     Units Scale Factor Converg.
 CV0905;SPC NM E     -   184,218.082   213,533.103   MT  0.99993813   +0 16 45.2
 CV0905;SPC NM E     -   604,388.82    700,566.52   sFT  0.99993813   +0 16 45.2
 CV0905;UTM  13      - 3,614,264.066   611,035.826   MT  0.99975203   +0 38 20.6
 CV0905
 CV0905!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CV0905!SPC NM E     -   0.99983147  x   0.99993813  =   0.99976961
 CV0905!UTM  13      -   0.99983147  x   0.99975203  =   0.99958354
 CV0905
 CV0905                          SUPERSEDED SURVEY CONTROL
 CV0905
 CV0905  NAD 83(1986)-  32 39 37.60179(N)    103 48 57.33798(W) AD(       ) 3
 CV0905  NGVD 29 (04/29/92) 1096.20   (m)         3596.4    (f) LEVELING    3  
 CV0905
 CV0905.Superseded values are not recommended for survey control.
 CV0905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0905.See file dsdata.txt to determine how the superseded data were derived.
 CV0905
 CV0905_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFS1103614264(NAD 83)
 CV0905_MARKER: DS = TRIANGULATION STATION DISK
 CV0905_SETTING: 0 = UNSPECIFIED SETTING
 CV0905_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CV0905_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CV0905+SATELLITE: SATELLITE OBSERVATIONS - October 25, 2001
 CV0905
 CV0905  HISTORY     - Date     Condition        Report By
 CV0905  HISTORY     - 1934     MONUMENTED       USGS
 CV0905  HISTORY     - 20011025 GOOD             INDIV
 CV0905
 CV0905                          STATION DESCRIPTION
 CV0905
 CV0905'DESCRIBED BY US GEOLOGICAL SURVEY 1934
 CV0905'LOCATED ON A LOW FLAT-TOPPED HILL ABOUT 29 MI. NE. OF CARLSBAD AND
 CV0905'ABOUT 4 MI. NE. OF J. A. LUSK HEADQUARTERS RANCH 0.35 MI.
 CV0905'FROM GREENWOOD TANK, OWNED BY J. A. LUSK.
 CV0905'
 CV0905'TO REACH FROM CARLSBAD GO E. ON PREVIOUS U.S. HIGHWAY 62 TO ROAD OF
 CV0905'POTASH COMPANY OF AMERICA, THEN ON POTASH COMPANY ROAD GO 3 MI. TO
 CV0905'ROAD JUNCTION, TURN NE. ON SECONDARY ROAD TO J. A. LUSK RANCH, FROM
 CV0905'RANCH FOLLOW OLD ROAD AND TRAIL NE. 3 MI. TO THE QUARTER CORNER
 CV0905'BETWEEN SECS. 14 AND 15, T 19 S, R 31 E (CORNER IS ON E. SIDE AND
 CV0905'IMMEDIATELY ADJACENT TO ROAD).  THEN TURN E. 2 MI. TO STATION.
 CV0905'
 CV0905'STATION MARK--STANDARD TABLET STAMPED---D 1934 GREENWOOD---, SET
 CV0905'IN CONCRETE POST PROJECTING 0.5 FT.
 CV0905'
 CV0905'REFERENCE MARK NO. 1--STANDARD REFERENCE TABLET STAMPED---NO. 1---,
 CV0905'SET IN CONCRETE POST PROJECTING 0.5 FT.
 CV0905'
 CV0905'REFERENCE MARK NO. 2--STANDARD REFERENCE TABLET STAMPED---NO. 2---,
 CV0905'SET IN CONCRETE POST, 34.90 FT. FROM STATION MARK.
 CV0905'
 CV0905'B.L.M. TIE--1/4 SEC. COR. OF SECS. 13, 18, T 19 S, R 31, 32 E, 520.00
 CV0905'FT. FROM STATION MARK.
 CV0905
 CV0905                          STATION RECOVERY (2001)
 CV0905
 CV0905'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (GS)
 CV0905'MARK FOND IN GOOD CONDITION ON SOUTH EDGE OF CALICHE LEASE ROAD, 1'
 CV0905'SOUTH OF A T POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0655 ***********************************************************************
 EO0655  DESIGNATION -  GREGORY
 EO0655  PID         -  EO0655
 EO0655  STATE/COUNTY-  NM/QUAY
 EO0655  USGS QUAD   -  APACHE CANYON (1971)
 EO0655
 EO0655                         *CURRENT SURVEY CONTROL
 EO0655  ___________________________________________________________________
 EO0655* NAD 83(1992)-  34 56 42.94099(N)    103 24 38.63972(W)     ADJUSTED  
 EO0655* NAVD 88     -      1493.5    (meters)    4900.     (feet)  VERTCON   
 EO0655  ___________________________________________________________________
 EO0655  LAPLACE CORR-          -0.87  (seconds)                    DEFLEC99
 EO0655  GEOID HEIGHT-         -23.51  (meters)                     GEOID03
 EO0655
 EO0655  HORZ ORDER  -  SECOND
 EO0655
 EO0655.The horizontal coordinates were established by classical geodetic methods
 EO0655.and adjusted by the National Geodetic Survey in December 1993..
 EO0655
 EO0655.The NAVD 88 height was computed by applying the VERTCON shift value to
 EO0655.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EO0655
 EO0655.The Laplace correction was computed from DEFLEC99 derived deflections.
 EO0655
 EO0655.The geoid height was determined by GEOID03.
 EO0655
 EO0655;                    North         East     Units Scale Factor Converg.
 EO0655;SPC NM E     -   437,894.751   249,272.123   MT  0.99999659   +0 31 42.6
 EO0655;SPC NM E     - 1,436,659.70    817,820.29   sFT  0.99999659   +0 31 42.6
 EO0655;UTM  13      - 3,868,125.853   645,126.184   MT  0.99985958   +0 54 37.7
 EO0655
 EO0655!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EO0655!SPC NM E     -   0.99976932  x   0.99999659  =   0.99976591
 EO0655!UTM  13      -   0.99976932  x   0.99985958  =   0.99962893
 EO0655
 EO0655|---------------------------------------------------------------------|
 EO0655| PID    Reference Object                     Distance      Geod. Az  |
 EO0655|                                                           dddmmss.s |
 EO0655| CJ6538 GREGORY RM 1                         39.252 METERS 09021     |
 EO0655| CJ6537 GREGORY AZ MK                                      1234523.7 |
 EO0655| CJ6539 GREGORY RM 2                         47.509 METERS 27202     |
 EO0655|---------------------------------------------------------------------|
 EO0655
 EO0655                          SUPERSEDED SURVEY CONTROL
 EO0655
 EO0655  NAD 83(1986)-  34 56 42.94769(N)    103 24 38.63123(W) AD(       ) 2
 EO0655  NAD 27      -  34 56 42.72500(N)    103 24 36.79200(W) AD(       ) 2
 EO0655  NGVD 29 (07/19/86) 1492.8    (m)         4898.     (f) VERT ANG       
 EO0655
 EO0655.Superseded values are not recommended for survey control.
 EO0655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0655.See file dsdata.txt to determine how the superseded data were derived.
 EO0655
 EO0655_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFU4512668126(NAD 83)
 EO0655_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 EO0655_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EO0655
 EO0655  HISTORY     - Date     Condition        Report By
 EO0655  HISTORY     - 1935     MONUMENTED       CGS
 EO0655  HISTORY     - 1972     GOOD             NGS
 EO0655
 EO0655                          STATION DESCRIPTION
 EO0655
 EO0655'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 EO0655'ABOUT 8 MILES NORTHWEST OF THE GRADY POST OFFICE, ON HIGH,
 EO0655'SMOOTH GROUND ABOUT 1/3 MILE SOUTHWEST OF THE FARMHOUSE
 EO0655'OF MR. FORSTOFFER, ON LAND OWNED BY MR. GREGORY AND IN 1935
 EO0655'LEASED BY MR. DUKE, 0.2 MILE WEST OF A SECTION-LINE ROAD AND
 EO0655'3 FEET SOUTH OF A HALF-SECTION-LINE FENCE.  TO REACH FROM
 EO0655'GRADY POST OFFICE, GO WEST 4.0 MILES, NORTH 3.0 MILES, WEST
 EO0655'1.0 MILE AND NORTH 5.6 MILES TO THE HALF SECTION SOUTH OF
 EO0655'THE HOUSE OF MR. FORSTOFFER, TURN LEFT OFF ROAD AND GO WEST
 EO0655'ALONG THE SOUTH SIDE OF THE FENCE 0.2 MILE TO STATION SITE.
 EO0655'STATION, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE
 EO0655'STANDARD DISKS SET IN CONCRETE.
 EO0655'REFERENCE MARK NO. 1 IS ABOUT 1 FOOT SOUTH OF THE
 EO0655'FENCE AND 123.78 FEET FROM STATION S 89 DEG 39 MIN E,
 EO0655'AND NO. 2 IS ABOUT 1/2 FOOT SOUTH OF THE FENCE
 EO0655'AND 155.87 FEET FROM STATION N 87 DEG 58 MIN W.
 EO0655'THE AZIMUTH MARK IS 26 FEET WEST OF THE CENTER LINE OF
 EO0655'THE ROAD, IN THE FENCE LINE, AND APPROXIMATELY 0.35 MILE
 EO0655'FROM STATION S 56 DEG 15 MIN E.
 EO0655
 EO0655                          STATION RECOVERY (1972)
 EO0655
 EO0655'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (CWW)
 EO0655'THE STATION AND ALL MARKS WERE FOUND IN GOOD CONDITION.  A NEW
 EO0655'DESCRIPTION FOLLOWS--
 EO0655'
 EO0655'TO REACH THE STATION FROM THE JUNCTION OF U.S. 66 AND STATE ROAD 39
 EO0655'IN SAN JON, GO SOUTH ON STATE ROAD 39 9.0 MILES TO THE TOP OF A
 EO0655'MESA.  CONTINUE ON STATE ROAD 39, 2.4 MILES TO A CURVE ON THE ROAD,
 EO0655'CONTINUE STRAIGHT OFF THE CURVE ON A DIRT ROAD 0.05 MILES TO AN
 EO0655'INTERSECTION.  TURN RIGHT, WEST, AND CONTINUE 1.3 MILES TO A
 EO0655'RANCH HOUSE ON THE LEFT, CONTINUE STRAIGHT, 1.1 MILES TO A ROAD
 EO0655'ON THE LEFT.  TURN LEFT, SOUTH, AND GO 0.3 MILES TO A RANCH
 EO0655'HOUSE, CONTINUE STRAIGHT 0.3 MILES TO A FENCE INTERSECTION ON THE
 EO0655'RIGHT.  WALK ALONG THE EAST-WEST FENCE LINE ABOUT 1000 FEET IN A
 EO0655'WESTERLY DIRECTION.  STATION IS LOCATED 2 FEET SOUTH OF THE
 EO0655'FENCELINE.
 EO0655'
 EO0655'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--15 MILES SW OF SAN
 EO0655'JON.
 EO0655'
 EO0655'HEIGHT OF LIGHT ABOVE STATION MARK 5.0 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1507 ***********************************************************************
 GL1507  DESIGNATION -  GRENVILLE
 GL1507  PID         -  GL1507
 GL1507  STATE/COUNTY-  NM/UNION
 GL1507  USGS QUAD   -  GRENVILLE (1973)
 GL1507
 GL1507                         *CURRENT SURVEY CONTROL
 GL1507  ___________________________________________________________________
 GL1507* NAD 83(1992)-  36 35 24.34200(N)    103 36 37.19691(W)     ADJUSTED  
 GL1507* NAVD 88     -      1817.3    (meters)    5962.     (feet)  VERTCON   
 GL1507  ___________________________________________________________________
 GL1507  LAPLACE CORR-          -7.52  (seconds)                    DEFLEC99
 GL1507  GEOID HEIGHT-         -20.07  (meters)                     GEOID03
 GL1507
 GL1507  HORZ ORDER  -  THIRD
 GL1507
 GL1507.The horizontal coordinates were established by classical geodetic methods
 GL1507.and adjusted by the National Geodetic Survey in December 1993..
 GL1507
 GL1507.The NAVD 88 height was computed by applying the VERTCON shift value to
 GL1507.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GL1507
 GL1507.The Laplace correction was computed from DEFLEC99 derived deflections.
 GL1507
 GL1507.The geoid height was determined by GEOID03.
 GL1507
 GL1507;                    North         East     Units Scale Factor Converg.
 GL1507;SPC NM E     -   620,234.882   229,693.940   MT  0.99996064   +0 25 51.5
 GL1507;SPC NM E     - 2,034,887.28    753,587.53   sFT  0.99996064   +0 25 51.5
 GL1507;UTM  13      - 4,050,300.573   624,311.269   MT  0.99979039   +0 49 42.5
 GL1507
 GL1507!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GL1507!SPC NM E     -   0.99971803  x   0.99996064  =   0.99967868
 GL1507!UTM  13      -   0.99971803  x   0.99979039  =   0.99950848
 GL1507
 GL1507|---------------------------------------------------------------------|
 GL1507| PID    Reference Object                     Distance      Geod. Az  |
 GL1507|                                                           dddmmss.s |
 GL1507| CM8215 GRENVILLE RM 1                        9.768 METERS 12945     |
 GL1507| GL1062 A 275                                              2184402.2 |
 GL1507| CM8216 GRENVILLE RM 2                        8.865 METERS 31050     |
 GL1507|---------------------------------------------------------------------|
 GL1507
 GL1507                          SUPERSEDED SURVEY CONTROL
 GL1507
 GL1507  NAD 83(1986)-  36 35 24.35130(N)    103 36 37.19365(W) AD(       ) 3
 GL1507  NAD 27      -  36 35 24.26320(N)    103 36 35.34960(W) AD(       ) 3
 GL1507  NGVD 29 (07/19/86) 1816.4    (m)         5959.     (f) VERT ANG       
 GL1507
 GL1507.Superseded values are not recommended for survey control.
 GL1507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1507.See file dsdata.txt to determine how the superseded data were derived.
 GL1507
 GL1507_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA2431150301(NAD 83)
 GL1507_MARKER: DS = TRIANGULATION STATION DISK
 GL1507_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL1507_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GL1507+SATELLITE: SATELLITE OBSERVATIONS - August 10, 2005
 GL1507
 GL1507  HISTORY     - Date     Condition        Report By
 GL1507  HISTORY     - 1960     MONUMENTED       CGS
 GL1507  HISTORY     - 1970     GOOD             TPC
 GL1507  HISTORY     - 1978     GOOD             NGS
 GL1507  HISTORY     - 20040806 GOOD             USPSQD
 GL1507  HISTORY     - 20050810 GOOD             USPSQD
 GL1507
 GL1507                          STATION DESCRIPTION
 GL1507
 GL1507'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (HWK)
 GL1507'THE STATION IS APPROXIMATELY 0.2 MILE EAST OF THE JUNCTION OF
 GL1507'U.S. HIGHWAY 87, 64 AND STATE HIGHWAY 120 IN THE EAST EDGE OF
 GL1507'GRENVILLE, IN SECTION 11, T 27 N., R. 31 E., ON THE SOUTH EDGE OF
 GL1507'THE RIGHT-OF-WAY OF U.S. HIGHWAY 87 AND 64.
 GL1507'
 GL1507'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 87, 64 AND
 GL1507'STATE HIGHWAY 120 IN THE EAST EDGE OF GRENVILLE, GO EAST ON U.S.
 GL1507'HIGHWAY 87 AND 64 FOR 0.2 MILE TO A CROSSROAD.  CONTINUE EAST
 GL1507'ON HIGHWAY 87 AND 64 FOR 0.05 MILE TO THE STATION ON THE RIGHT
 GL1507'IN A FENCE CORNER.
 GL1507'
 GL1507'STATION MARKS ARE STANDARD DISKS STAMPED GRENVILLE 1960.  THE
 GL1507'SURFACE DISK IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 6
 GL1507'INCHES.  IT IS 130 FEET SOUTHWEST OF THE CENTER LINE OF U.S.
 GL1507'HIGHWAY 87 AND 64, 6.5 FEET NORTH OF A FENCE CORNER POST, 4.5
 GL1507'FEET WEST OF A STEEL RIGHT-OF-WAY POST NUMBER 577 + 05, AND 4
 GL1507'FEET NORTHEAST OF A METAL WITNESS POST.  THE UNDERGROUND DISK
 GL1507'IS SET IN AN IRREGULAR MASS OF CONCRETE 23 INCHES BELOW THE
 GL1507'SURFACE OF THE GROUND.
 GL1507'
 GL1507'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED GRENVILLE NO 1
 GL1507'1960, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.
 GL1507'IT IS 126 FEET SOUTHWEST OF THE CENTER LINE OF U.S. HIGHWAY 87
 GL1507'AND 64, 27 FEET EAST OF A FENCE CORNER POST, AND 1.5 FEET NORTH
 GL1507'OF THE FENCE.
 GL1507'
 GL1507'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED GRENVILLE NO 2 1960,
 GL1507'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.  IT IS
 GL1507'134 FEET SOUTHWEST OF THE CENTER LINE OF U.S. HIGHWAY 87 AND 64,
 GL1507'103 FEET EAST OF A FENCE CORNER POST, 34 FEET WEST OF THE FENCE
 GL1507'CORNER POST, AND 1.5 FEET NORTH OF THE FENCE.
 GL1507'
 GL1507'A 275 1955, A STANDARD U.S. COAST AND GEODETIC SURVEY BENCH MARK
 GL1507'DISK STAMPED A 275 19558 IS SET IN A ROUND CONCRETE POST WHICH
 GL1507'PROJECTS 2 INCHES.  IT IS 25 FEET NORTH OF THE CENTER OF A WIRE
 GL1507'GATE, 40 FEET EAST OF THE CENTER OF STATE HIGHWAY 120, 16 FEET
 GL1507'NORTH OF A POWER POLE, 2.5 FEET SOUTH OF A WHITE WOODEN WITNESS
 GL1507'POST, AND 2 FEET EAST OF A FENCE.
 GL1507'
 GL1507'TO REACH A 275 FROM THE JUNCTION OF U.S. HIGHWAY 87, 64 AND STATE
 GL1507'HIGHWAY 120 IN THE EAST EDGE OF GRENVILLE, GO SOUTH ON HIGHWAY
 GL1507'120 FOR 0.4 MILE TO A 275 ON THE LEFT.
 GL1507'
 GL1507'NOTE.  REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
 GL1507
 GL1507                          STATION RECOVERY (1970)
 GL1507
 GL1507'RECOVERY NOTE BY US ARMY TOPOGRAPHIC COMMAND (NOW DMA) 1970 (CCS)
 GL1507'STA. MARK, AZIMUTH MARK AND R.M. NO 1, R.M. NO. 2 ALL RECOVERED
 GL1507'IN GOOD CONDITION.
 GL1507'
 GL1507'DESCRIPTION IS ADEQUATE.
 GL1507'
 GL1507'ELEVATION WAS DETERMINED BY SPIRIT LEVELS FROM BM K-291.  GRAVITY
 GL1507'MEASUREMENTS ARE BEING MADE ON THIS STA. (GRENVILLE).
 GL1507
 GL1507                          STATION RECOVERY (1978)
 GL1507
 GL1507'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 GL1507'STATION RECOVERED AND ALL MARKES IN GOOD CONDITION.  DISTANCE AND
 GL1507'DIRECTION TO REFERENCE MARKS CHECKED ADEQUATELY.  LOCATION AND ROUTE
 GL1507'TO STATION WAS NOTED TO BE ADEQUATE.
 GL1507'
 GL1507'STATION IS A STANDARD DISK, STAMPED---GRENVILLE 1960---SET IN THE
 GL1507'TOP OF A SQUARE CONCRETE MONUMENT PROJECTING ABOUT 3 INCHES, 6 FEET
 GL1507'NORTH OF A DOG FENCE LINE POST, 4 FEET WEST OF A STEEL HIGHWAY
 GL1507'RIGHT-OF-WAY POST, 2.2 FEET NORTHEAST OF A METAL WITNESS POST.
 GL1507'
 GL1507'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED---GRENVILLE NO 1
 GL1507'1960---SET IN TOP OF A SQUARE CONCRETE MONUMENT PROJECTING 4 INCHES,
 GL1507'1.3 FEET NORTHEAST OF THE FENCE LINE.
 GL1507'
 GL1507'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED---GRENVILLE NO 2
 GL1507'1960---SET IN TOP OF A SQUARE CONCRETE MONUMENT PROJECTING 3 INCHES,
 GL1507'1.3 FEET NORTHEAST OF THE FENCE LINE.
 GL1507'
 GL1507'AZIMUTH MARK IS A STANDARD BENCH MARK DISK, STAMPED---A 275 1955---
 GL1507'SET IN TOP OF A ROUND CONCRETE MONUMENT PROJECTING 2 INCHES, 40
 GL1507'FEET EAST OF CENTER OF STATE HIGHWAY 120, 25 FEET NORTH OF CENTER OF
 GL1507'NORTH 1 OF 2 WIRE GATES, 16 FEET NORTH OF A POWER LINE POLE, 2.5 FEET
 GL1507'SOUTH OF A WOOD WITNESS POST, 2 FEET EAST OF A NORTH-SOUTH FENCE LINE.
 GL1507
 GL1507                          STATION RECOVERY (2004)
 GL1507
 GL1507'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 GL1507'MARK FOUND GREENVILLE 1960
 GL1507'R1 FOUND
 GL1507'R2 FOUND
 GL1507'AZ   A275 FOUND
 GL1507
 GL1507                          STATION RECOVERY (2005)
 GL1507
 GL1507'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 GL1507'FOUND AS DESCRIBED.
 GL1507'MARK FOUND.
 GL1507'R1 FOUND.
 GL1507'R2 FOUND.
 GL1507'AZ FOUND.
 GL1507' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1508 ***********************************************************************
 GL1508  DESIGNATION -  GRENVILLE SCHOOLHOUSE CHIMNEY
 GL1508  PID         -  GL1508
 GL1508  STATE/COUNTY-  NM/UNION
 GL1508  USGS QUAD   -  GRENVILLE (1973)
 GL1508
 GL1508                         *CURRENT SURVEY CONTROL
 GL1508  ___________________________________________________________________
 GL1508* NAD 83(1992)-  36 35 34.53781(N)    103 37 09.66049(W)     ADJUSTED  
 GL1508* NAVD 88     -                                                        
 GL1508  ___________________________________________________________________
 GL1508  LAPLACE CORR-          -7.53  (seconds)                    DEFLEC99
 GL1508  GEOID HEIGHT-         -20.04  (meters)                     GEOID03
 GL1508
 GL1508  HORZ ORDER  -  THIRD
 GL1508
 GL1508.The horizontal coordinates were established by classical geodetic methods
 GL1508.and adjusted by the National Geodetic Survey in December 1993..
 GL1508
 GL1508
 GL1508.The Laplace correction was computed from DEFLEC99 derived deflections.
 GL1508
 GL1508.The geoid height was determined by GEOID03.
 GL1508
 GL1508;                    North         East     Units Scale Factor Converg.
 GL1508;SPC NM E     -   620,543.114   228,884.695   MT  0.99995936   +0 25 32.3
 GL1508;SPC NM E     - 2,035,898.53    750,932.54   sFT  0.99995936   +0 25 32.3
 GL1508;UTM  13      - 4,050,603.132   623,500.044   MT  0.99978791   +0 49 23.3
 GL1508
 GL1508                          SUPERSEDED SURVEY CONTROL
 GL1508
 GL1508  NAD 83(1986)-  36 35 34.54701(N)    103 37 09.65370(W) AD(       ) 4
 GL1508  NAD 27      -  36 35 34.43000(N)    103 37 07.74000(W) AD(       ) 3
 GL1508
 GL1508.Superseded values are not recommended for survey control.
 GL1508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1508.See file dsdata.txt to determine how the superseded data were derived.
 GL1508
 GL1508_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA2350050603(NAD 83)
 GL1508_MARKER: 85 = CHIMNEY
 GL1508
 GL1508  HISTORY     - Date     Condition        Report By
 GL1508  HISTORY     - 1945     FIRST OBSERVED   CGS
 GL1508
 GL1508                          STATION DESCRIPTION
 GL1508
 GL1508'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0909 ***********************************************************************
 CW0909  DESIGNATION -  GREY
 CW0909  PID         -  CW0909
 CW0909  STATE/COUNTY-  NM/OTERO
 CW0909  USGS QUAD   -  OWL TANK CANYON WEST (1980)
 CW0909
 CW0909                         *CURRENT SURVEY CONTROL
 CW0909  ___________________________________________________________________
 CW0909* NAD 83(1992)-  32 07 55.11654(N)    105 59 17.75605(W)     ADJUSTED  
 CW0909* NAVD 88     -      1522.29   (+/-2cm)    4994.4    (feet)  VERTCON   
 CW0909  ___________________________________________________________________
 CW0909  LAPLACE CORR-           4.14  (seconds)                    DEFLEC99
 CW0909  GEOID HEIGHT-         -22.85  (meters)                     GEOID03
 CW0909
 CW0909  HORZ ORDER  -  SECOND
 CW0909  VERT ORDER  -  THIRD ? (See Below)
 CW0909
 CW0909.The horizontal coordinates were established by classical geodetic methods
 CW0909.and adjusted by the National Geodetic Survey in December 1993..
 CW0909
 CW0909.The NAVD 88 height was computed by applying the VERTCON shift value to
 CW0909.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CW0909.The vertical order pertains to the NGVD 29 superseded value.
 CW0909
 CW0909.The Laplace correction was computed from DEFLEC99 derived deflections.
 CW0909
 CW0909.The geoid height was determined by GEOID03.
 CW0909
 CW0909;                    North         East     Units Scale Factor Converg.
 CW0909;SPC NM C     -   125,530.199   524,694.185   MT  0.99990752   +0 08 21.2
 CW0909;SPC NM C     -   411,843.66  1,721,434.17   sFT  0.99990752   +0 08 21.2
 CW0909;UTM  13      - 3,555,492.082   406,784.970   MT  0.99970715   -0 31 32.4
 CW0909
 CW0909!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CW0909!SPC NM C     -   0.99976462  x   0.99990752  =   0.99967216
 CW0909!UTM  13      -   0.99976462  x   0.99970715  =   0.99947184
 CW0909
 CW0909|---------------------------------------------------------------------|
 CW0909| PID    Reference Object                     Distance      Geod. Az  |
 CW0909|                                                           dddmmss.s |
 CW0909| CH9487 GREY RM 2                            13.197 METERS 07232     |
 CW0909| CH9485 GREY AZ MK                                         0723212.3 |
 CW0909| CH9486 GREY RM 1                             3.565 METERS 22717     |
 CW0909|---------------------------------------------------------------------|
 CW0909
 CW0909                          SUPERSEDED SURVEY CONTROL
 CW0909
 CW0909  NAD 83(1986)-  32 07 55.11975(N)    105 59 17.75342(W) AD(       ) 2
 CW0909  NAD 27      -  32 07 54.76100(N)    105 59 15.83600(W) AD(       ) 2
 CW0909  NGVD 29 (07/19/86) 1521.62   (m)         4992.2    (f) LEVELING    3  
 CW0909
 CW0909.Superseded values are not recommended for survey control.
 CW0909.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0909.See file dsdata.txt to determine how the superseded data were derived.
 CW0909
 CW0909_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDR0678555492(NAD 83)
 CW0909_MARKER: DB = BENCH MARK DISK
 CW0909_SETTING: 66 = SET IN ROCK OUTCROP
 CW0909
 CW0909  HISTORY     - Date     Condition        Report By
 CW0909  HISTORY     - 1943     MONUMENTED       USGS
 CW0909
 CW0909                          STATION DESCRIPTION
 CW0909
 CW0909'DESCRIBED BY US GEOLOGICAL SURVEY 1943 (EHB)
 CW0909'STATION IS LOCATED ABOUT 40.0 MILES, AIRLINE, NE OF EL PASO,
 CW0909'10.0 MILES N OF THE TEXAS-NEW MEXICO STATE LINE AND 4.5 MILES,
 CW0909'AIRLINE, W OF THE GREYBOY RANCH BUILDINGS, ON THE HIGHEST
 CW0909'POINT OF AN E-AND-W RIDGE, AND ABOUT 30 YARDS N OF AN E-AND-W
 CW0909'FENCELINE.
 CW0909'
 CW0909'STATION MARK IS A U.S. GEOLOGICAL SURVEY BENCH MARK SET IN ROCK
 CW0909'OUTCROP FLUSH WITH THE GROUND.  STAMPED GREY 1940.
 CW0909'
 CW0909'REFERENCE MARK 1 IS SW OF THE STATION.  A U.S. GEOLOGICAL SURVEY
 CW0909'REFERENCE MARK SET IN ROCK OUTCROP FLUSH WITH THE GROUND.
 CW0909'STAMPED GREY NO 1 1940.
 CW0909'
 CW0909'REFERENCE MARK 2 IS NNE OF THE STATION.  A U.S. GEOLOGICAL
 CW0909'SURVEY REFERENCE MARK SET IN ROCK OUTCROP FLUSH WITH THE
 CW0909'GROUND.  STAMPED GREY NO 2 1940.
 CW0909'
 CW0909'AZIMUTH MARK IS 0.3 MILE ENE OF THE STATION.  A BRONZE AZIMUTH
 CW0909'DISK SET IN A ROCK OUTCROP FLUSH WITH THE GROUND.  STAMPED
 CW0909'GREY 1943.
 CW0909'
 CW0909'TO REACH FROM THE POW WOW HIGHWAY CAMP, WHICH IS 29.0 MILES
 CW0909'E OF EL PASO ON U.S. HIGHWAY 62, GO N ON GRADED GRAVEL ROAD
 CW0909'FOR 7.1 MILES TO THE ENTRANCE OF THE HELM RANCH, CONTINUE
 CW0909'STRAIGHT AHEAD, N, ON MAIN ROAD FOR 7.6 MILES TO A CATTLE
 CW0909'GUARD AND SIGN READING CAMALECHE.  HERE TURN SHARP LEFT AND
 CW0909'FOLLOW MAIN ROAD N FOR 2.5 MILES TO A BOARD GATE.  PASS THROUGH
 CW0909'GATE AND TAKE LEFT FORK KEEPING E SIDE OF FENCE AND GO 0.85
 CW0909'MILE TO A CROSS ROAD AND GATE ON LEFT.  HERE TURN LEFT THROUGH
 CW0909'GATE AND GO W 1.0 MILE TO FORK.  TAKE LEFT FORK STRAIGHT
 CW0909'AHEAD AND GO 1.2 MILES TO THE GREY BOY RANCH BUILDINGS.  PASS
 CW0909'TO RIGHT OF BUILDINGS AND GO 4.1 MILES.  HERE TURN LEFT
 CW0909'ON DIM TRACKS AND FOLLOW ALONG N SIDE OF FENCE FOR 1.5
 CW0909'MILES TO SUMMIT OF HIGHEST RIDGE AND STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0975 ***********************************************************************
 CW0975  DESIGNATION -  GREYBURG
 CW0975  PID         -  CW0975
 CW0975  STATE/COUNTY-  NM/EDDY
 CW0975  USGS QUAD   -  RED LAKE SE (1955)
 CW0975
 CW0975                         *CURRENT SURVEY CONTROL
 CW0975  ___________________________________________________________________
 CW0975* NAD 83(1992)-  32 48 17.20413(N)    104 03 04.21859(W)     ADJUSTED  
 CW0975* NAVD 88     -      1091.     (meters)    3579.     (feet)  SCALED    
 CW0975  ___________________________________________________________________
 CW0975  LAPLACE CORR-           1.35  (seconds)                    DEFLEC99
 CW0975  GEOID HEIGHT-         -22.95  (meters)                     GEOID03
 CW0975
 CW0975  HORZ ORDER  -  THIRD
 CW0975
 CW0975.The horizontal coordinates were established by classical geodetic methods
 CW0975.and adjusted by the National Geodetic Survey in December 1993..
 CW0975
 CW0975.The orthometric height was scaled from a topographic map.
 CW0975
 CW0975.The Laplace correction was computed from DEFLEC99 derived deflections.
 CW0975
 CW0975.The geoid height was determined by GEOID03.
 CW0975
 CW0975;                    North         East     Units Scale Factor Converg.
 CW0975;SPC NM E     -   200,140.229   191,424.459   MT  0.99991770   +0 09 10.3
 CW0975;SPC NM E     -   656,626.73    628,031.75   sFT  0.99991770   +0 09 10.3
 CW0975;UTM  13      - 3,630,043.575   588,831.947   MT  0.99969730   +0 30 50.7
 CW0975
 CW0975!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CW0975!SPC NM E     -   0.99983227  x   0.99991770  =   0.99974998
 CW0975!UTM  13      -   0.99983227  x   0.99969730  =   0.99952962
 CW0975
 CW0975                          SUPERSEDED SURVEY CONTROL
 CW0975
 CW0975  NAD 83(1986)-  32 48 17.20883(N)    104 03 04.20576(W) AD(       ) 3
 CW0975
 CW0975.Superseded values are not recommended for survey control.
 CW0975.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0975.See file dsdata.txt to determine how the superseded data were derived.
 CW0975
 CW0975_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES8883230044(NAD 83)
 CW0975_MARKER: DS = TRIANGULATION STATION DISK
 CW0975_SETTING: 0 = UNSPECIFIED SETTING
 CW0975_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CW0975_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CW0975+SATELLITE: SATELLITE OBSERVATIONS - November 15, 2003
 CW0975
 CW0975  HISTORY     - Date     Condition        Report By
 CW0975  HISTORY     - 1948     MONUMENTED       USGS
 CW0975  HISTORY     - 20031115 GOOD             INDIV
 CW0975
 CW0975                          STATION DESCRIPTION
 CW0975
 CW0975'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 CW0975'LOCATED ABOUT 20 MI. E. AND 4 MI. S. OF ARTESIA, ABOUT 1 MI. S. AND
 CW0975'2 MI. W. OF GREYBURG OIL COMPANY CAMP, ABOUT 1 MI. S. OF STATE HIGHWAY
 CW0975'83, WHERE HIGHWAY TURNS ALMOST DUE E., IN SEC. 26, T 17 S, R 29 E,
 CW0975'ABOUT 800 FT. E. AND ABOUT 3130 FT. S. OF NW. CORNER.
 CW0975'
 CW0975'TO REACH FROM JUNCTION OF U.S. HIGHWAY 285 AND STATE HIGHWAY 83 IN
 CW0975'ARTESIA, GO E. ON STATE HIGHWAY 83 23.5 MI. TO RD. JUNCTION S. AT
 CW0975'GREYBURG OIL CAMP.  TURN S., FOLLOWING MAIN RD. 1.45 MI. TO FIRST RD.
 CW0975'W., TURN W. ALONG MAIN RD. ABOUT 1.9 MI. TO OIL TANK WHERE RD. TURNS
 CW0975'N., TURN N. FOLLOW RD. ABOUT 0.4 MI. TO WITHIN 250 FT. OF JUNCTION
 CW0975'WITH RD. W.  STATION IS ABOUT 58 FT. E. OF N-S. RD. AND 225 FT. S. OF
 CW0975'E-W. RD.
 CW0975'
 CW0975'STATION MARK--STANDARD TABLET STAMPED---GREYBURG 1948---, SET IN TOP
 CW0975'OF CONCRETE PRACTICE BOMB SET 3.5 FT. IN GROUND.
 CW0975'
 CW0975'REFERENCE MARK NO. 1--STANDARD REFERENCE TABLET STAMPED---GREYBURG
 CW0975'NO. 1 1948---, CEMENTED IN TOP OF CONCRETE PRACTICE BOMB, 20.58 FT.
 CW0975'FROM STATION MARK.
 CW0975'
 CW0975'REFERENCE MARK NO. 2--STANDARD REFERENCE TABLET STAMPED---GREYBURG
 CW0975'NO. 2 1948---, CEMENTED IN TOP OF CONCRETE PRACTICE BOMB, 16.11 FT.
 CW0975'FROM STATION MARK.
 CW0975'
 CW0975'NOTE--GUY WIRES TO SIGNAL ARE FASTENED TO BASE OF REFERENCE MARKS,
 CW0975'SO THAT IN EVENT THE MARKS ARE COVERED BY DRIFTING SAND THE REFERENCE
 CW0975'TABLETS CAN BE RECOVERED.
 CW0975
 CW0975                          STATION RECOVERY (2003)
 CW0975
 CW0975'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (GWS)
 CW0975'RECOVERED IN GOOD CONDITION, 1' BELOW SURFACE, WITH A T POST SET
 CW0975'BESIDE IT
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1481 ***********************************************************************
 GL1481  DESIGNATION -  GRIMES
 GL1481  PID         -  GL1481
 GL1481  STATE/COUNTY-  NM/UNION
 GL1481  USGS QUAD   -  ROYCE (1966)
 GL1481
 GL1481                         *CURRENT SURVEY CONTROL
 GL1481  ___________________________________________________________________
 GL1481* NAD 83(1992)-  36 24 33.21141(N)    103 15 48.62482(W)     ADJUSTED  
 GL1481* NAVD 88     -      1572.1    (meters)    5158.     (feet)  VERTCON   
 GL1481  ___________________________________________________________________
 GL1481  LAPLACE CORR-          -7.19  (seconds)                    DEFLEC99
 GL1481  GEOID HEIGHT-         -21.80  (meters)                     GEOID03
 GL1481
 GL1481  HORZ ORDER  -  SECOND
 GL1481
 GL1481.The horizontal coordinates were established by classical geodetic methods
 GL1481.and adjusted by the National Geodetic Survey in December 1993..
 GL1481
 GL1481.The NAVD 88 height was computed by applying the VERTCON shift value to
 GL1481.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GL1481
 GL1481.The Laplace correction was computed from DEFLEC99 derived deflections.
 GL1481
 GL1481.The geoid height was determined by GEOID03.
 GL1481
 GL1481;                    North         East     Units Scale Factor Converg.
 GL1481;SPC NM E     -   600,454.338   260,951.624   MT  1.00002249   +0 38 06.2
 GL1481;SPC NM E     - 1,969,990.61    856,138.79   sFT  1.00002249   +0 38 06.2
 GL1481;UTM  13      - 4,030,739.780   655,700.530   MT  0.99989869   +1 01 51.2
 GL1481
 GL1481!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GL1481!SPC NM E     -   0.99975674  x   1.00002249  =   0.99977923
 GL1481!UTM  13      -   0.99975674  x   0.99989869  =   0.99965546
 GL1481
 GL1481:                Primary Azimuth Mark                     Grid Az
 GL1481:SPC NM E     -  GRIMES AZ MK                             017 30 03.1
 GL1481:UTM  13      -  GRIMES AZ MK                             017 06 18.1
 GL1481
 GL1481|---------------------------------------------------------------------|
 GL1481| PID    Reference Object                     Distance      Geod. Az  |
 GL1481|                                                           dddmmss.s |
 GL1481| CM8220 GRIMES AZ MK                                       0180809.3 |
 GL1481| GL1463 CLAYTON C AND C COMMUN CO TWR       APPROX. 8.6 KM 0505552.7 |
 GL1481| GL1464 CLAYTON RADIO STATION KLMX TWR      APPROX. 7.4 KM 0595835.9 |
 GL1481| GL1466 CLAYTON TV CABLE CO TOWER           APPROX. 8.0 KM 0634554.4 |
 GL1481| GL1465 SOUTH                               APPROX. 7.5 KM 0784830.0 |
 GL1481| CM8221 GRIMES RM 1                          20.613 METERS 11828     |
 GL1481| CM8222 GRIMES RM 2                          15.773 METERS 23229     |
 GL1481|---------------------------------------------------------------------|
 GL1481
 GL1481                          SUPERSEDED SURVEY CONTROL
 GL1481
 GL1481  NAD 83(1986)-  36 24 33.22125(N)    103 15 48.62032(W) AD(       ) 2
 GL1481  NAD 27      -  36 24 33.12490(N)    103 15 46.82740(W) AD(       ) 2
 GL1481  NGVD 29 (07/19/86) 1571.4    (m)         5156.     (f) VERT ANG       
 GL1481
 GL1481.Superseded values are not recommended for survey control.
 GL1481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1481.See file dsdata.txt to determine how the superseded data were derived.
 GL1481
 GL1481_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA5570130740(NAD 83)
 GL1481_MARKER: DS = TRIANGULATION STATION DISK
 GL1481_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL1481
 GL1481  HISTORY     - Date     Condition        Report By
 GL1481  HISTORY     - 1935     MONUMENTED       CGS
 GL1481  HISTORY     - 1970     GOOD             NGS
 GL1481
 GL1481                          STATION DESCRIPTION
 GL1481
 GL1481'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 GL1481'ABOUT 5.0 MILES SOUTHWEST OF CLAYTON, IN THE SW 1/4, SEC. 12,
 GL1481'T. 25 N., R. 34 E., ON THE TOP OF A PROMINENT RIDGE OVERLOOKING
 GL1481'A VALLEY TO THE NORTH AND EAST, AND HIGHER ROLLING COUNTRY TO
 GL1481'THE SOUTH AND WEST, ON A SMALL KNOLL APPROXIMATELY 20 FEET
 GL1481'IN DIAMETER AND 4 FEET HIGH, 0.3 MILE WEST OF A WIRE GATE
 GL1481'IN AN EAST-WEST SECTION-LINE FENCE, 92 YARDS SOUTH OF THE
 GL1481'NORTH RIM OF THE RIDGE, 34 FEET NORTH OF THE EAST-WEST SECTION
 GL1481'LINE FENCE, AND 52 FEET NORTH OF THE CENTER LINE OF AN
 GL1481'EAST-WEST TRACK ROAD SOUTH OF THE FENCE.  TO REACH FROM THE
 GL1481'WEST CORNER OF THE UNION COUNTY COURTHOUSE SQUARE IN CLAYTON
 GL1481'DRIVE 1 BLOCK NORTHWEST ON SECOND AVENUE, TURN LEFT ON MONROE
 GL1481'STREET AND DRIVE WEST AND SOUTH ON STATE HIGHWAY 58 FOR
 GL1481'5.3 MILES, LEAVE THE HIGHWAY AT THIS POINT WHERE THE HIGHWAY
 GL1481'TURNS WEST, PASS THROUGH A WIRE GATE IN A SHORT SPAN OF A
 GL1481'NORTH-SOUTH FENCE, DRIVE SOUTH ON A DIM TRACK ROAD 0.2
 GL1481'MILE, TAKE THE LEFT FORK AROUND THE HEAVY SAND AND GO 0.8
 GL1481'MILE ON THE MAIN TRACK ROAD TO A WIRE GATE IN AN EAST-WEST
 GL1481'SECTION-LINE FENCE, TURN RIGHT (WEST) ALONG THE NORTH
 GL1481'SIDE OF THE FENCE AND DRIVE 0.3 MILE UP THE RIDGE TO A
 GL1481'SMALL, PROMINENT KNOLL AND THE STATION.  THE SURFACE,
 GL1481'UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 GL1481'BRONZE DISKS SET IN CONCRETE.
 GL1481'REFERENCE MARK NO. 1 IS 2 FEET NORTH OF THE
 GL1481'EAST-WEST FENCE, 16 FEET NORTH OF THE CENTER LINE OF THE TRACK
 GL1481'ROAD AND 67.66 FEET FROM THE STATION.
 GL1481'REFERENCE MARK NO. 2 IS 2 FEET NORTH OF THE SECTION-LINE
 GL1481'FENCE, 16 FEET NORTH OF THE TRACK ROAD SOUTH OF THE FENCE
 GL1481'AND 51.76 FEET FROM THE STATION.
 GL1481'THE AZIMUTH MARK IS 1.0 MILE NORTH OF THE STATION, 2 FEET
 GL1481'SOUTH OF AN EAST-WEST RIGHT-OF-WAY FENCE AT A POINT WHERE THE
 GL1481'HIGHWAY TURNS WEST, 45 FEET SOUTH OF THE CENTER LINE OF
 GL1481'STATE HIGHWAY 58, 87 FEET WEST OF THE SOUTHEAST FENCE CORNER
 GL1481'SOUTH OF A GATE IN THE 20-YARD NORTH-SOUTH SECTION OF THE
 GL1481'FENCE, 107 FEET WEST-SOUTHWEST OF THE NORTHWEST FENCE
 GL1481'CORNER NORTH OF THE GATE, AND ABOUT 1.0 MILE FROM STATION.
 GL1481
 GL1481                          STATION RECOVERY (1970)
 GL1481
 GL1481'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (JTD)
 GL1481'THE STATION IS LOCATED SOUTH 57 DEG WEST ABOUT 5.0 MILES AIRLINE
 GL1481'FROM CLAYTON, NEW MEXICO.  NORTH 80 DEG WEST ABOUT 14.0 MILES
 GL1481'AIRLINE FROM TEXLINE, TEXAS.  51 FEET NORTH OF A TRACK
 GL1481'ROAD.  85 FEET NORTH OF EAST-WEST FENCE.  5.5 FEET NORTH OF A
 GL1481'USC AND GS WITNESS SIGN MOUNTD ON A METAL POST.  ON PROPERTY
 GL1481'OF MR. RAY LEIGHTON.
 GL1481'
 GL1481'TO REACH THE STATION FROM THE COURTHOUSE IN CLAYTON, NEW MEXICO,
 GL1481'GO ONE BLOCK NORTHWEST TO U.S. HIGHWAY 56, THEN SOUTHWEST
 GL1481'ON U.S. HIGHWAY 56 FOR 3.9 MILES.  TURN LEFT OFF HIGHWAY AND
 GL1481'GO SOUTHEAST FOR 0.1 MILE TO RANCH BUILDINGS.  CONTINUE ON
 GL1481'SOUTH THROUGH RANCH YARD AND FOLLOW TRACK ROAD SOUTH FOR 0.6
 GL1481'MILES TO ROAD FORK.  TAKE RIGHT FORK (SOUTH) FOR 0.3 MILES
 GL1481'TO FENCE LINE.  FOLLOW TRACK ROAD WEST ALONG NORTH SIDE OF
 GL1481'FENCE FOR 0.6 MILES TO WINDMILL.  CONTINUE ON WEST ALONG
 GL1481'TRACK ROAD FOR 0.3 MILES TO STATION ON THE RIGHT.
 GL1481'
 GL1481'STATION MARK IS A USC AND GS BRONZE DISK STAMPED GRIMES 1935
 GL1481'AND SET IN A CONCRETE POST PROJECTING 0.4 FOOT, 85 FT N OF
 GL1481'E-W FENCE AND 52 FT N OF ROAD.
 GL1481'
 GL1481'REFERENCE MARK NO. 1 IS A USC AND GS BRONZE REFERENCE MARK
 GL1481'DISK STAMPED GRIMES NO. 1 1935 AND SET IN A CONCRETE POST PROJECTING
 GL1481'0.2 FOOT., 52 FT N OF E-W FENCE.
 GL1481'
 GL1481'REFERENCE MARK NO. 2 IS A USC AND GS BRONZE REFERENCE MARK DISK
 GL1481'STAMPED GRIMES NO. 2 1935 AND SET IN A CONCRETRE POST FLUSH
 GL1481'WITH GROUND, 54 FT N OF FENCE.
 GL1481'
 GL1481'STATION SOUTH ET 1970 IS VISIBLE FROM THE GROUND AT THIS STATION
 GL1481'AND WILL SERVE AS THE AZIMUTH MARK.
 GL1481'
 GL1481'ALL OBSERVATIONS WERE MADE FROM A STANDARD TRIPOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0212 ***********************************************************************
 GN0212  DESIGNATION -  GROESBECK
 GN0212  PID         -  GN0212
 GN0212  STATE/COUNTY-  NM/RIO ARRIBA
 GN0212  USGS QUAD   -  CANJILON (1995)
 GN0212
 GN0212                         *CURRENT SURVEY CONTROL
 GN0212  ___________________________________________________________________
 GN0212* NAD 83(1992)-  36 28 54.40984(N)    106 26 25.08504(W)     ADJUSTED  
 GN0212* NAVD 88     -      2372.914  (meters)    7785.14   (feet)  ADJUSTED  
 GN0212  ___________________________________________________________________
 GN0212  LAPLACE CORR-           6.82  (seconds)                    DEFLEC99
 GN0212  GEOID HEIGHT-         -17.99  (meters)                     GEOID03
 GN0212  DYNAMIC HT  -        2369.561 (meters)    7774.13  (feet)  COMP
 GN0212  MODELED GRAV-     979,133.6   (mgal)                       NAVD 88
 GN0212
 GN0212  HORZ ORDER  -  SECOND
 GN0212  VERT ORDER  -  SECOND    CLASS 0
 GN0212
 GN0212.The horizontal coordinates were established by classical geodetic methods
 GN0212.and adjusted by the National Geodetic Survey in December 1993..
 GN0212
 GN0212.The orthometric height was determined by differential leveling
 GN0212.and adjusted by the National Geodetic Survey in June 1991..
 GN0212
 GN0212.The Laplace correction was computed from DEFLEC99 derived deflections.
 GN0212
 GN0212.The geoid height was determined by GEOID03.
 GN0212
 GN0212.The dynamic height is computed by dividing the NAVD 88
 GN0212.geopotential number by the normal gravity value computed on the
 GN0212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GN0212.degrees latitude (g = 980.6199 gals.).
 GN0212
 GN0212.The modeled gravity was interpolated from observed gravity values.
 GN0212
 GN0212;                    North         East     Units Scale Factor Converg.
 GN0212;SPC NM C     -   607,984.420   482,948.391   MT  0.99990358   -0 06 47.3
 GN0212;SPC NM C     - 1,994,695.55  1,584,473.18   sFT  0.99990358   -0 06 47.3
 GN0212;UTM  13      - 4,038,351.413   370,979.197   MT  0.99980509   -0 51 23.3
 GN0212
 GN0212!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GN0212!SPC NM C     -   0.99963055  x   0.99990358  =   0.99953417
 GN0212!UTM  13      -   0.99963055  x   0.99980509  =   0.99943571
 GN0212
 GN0212:                Primary Azimuth Mark                     Grid Az
 GN0212:SPC NM C     -  JILON                                    039 48 09.6
 GN0212:UTM  13      -  JILON                                    040 32 45.6
 GN0212
 GN0212|---------------------------------------------------------------------|
 GN0212| PID    Reference Object                     Distance      Geod. Az  |
 GN0212|                                                           dddmmss.s |
 GN0212| GN0429 JILON                               APPROX.12.4 KM 0394122.3 |
 GN0212| GN0211 GROESBECK RM 1                       32.537 METERS 19212     |
 GN0212| CD3470 7541.57                                            2963118.8 |
 GN0212| GN0213 GROESBECK RM 2                       31.026 METERS 30220     |
 GN0212|---------------------------------------------------------------------|
 GN0212
 GN0212                          SUPERSEDED SURVEY CONTROL
 GN0212
 GN0212  NAD 83(1986)-  36 28 54.41205(N)    106 26 25.09041(W) AD(       ) 2
 GN0212  NAD 27      -  36 28 54.35040(N)    106 26 22.97110(W) AD(       ) 2
 GN0212  NGVD 29 (??/??/92) 2371.600  (m)         7780.82   (f) ADJ UNCH    2 0
 GN0212
 GN0212.Superseded values are not recommended for survey control.
 GN0212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0212.See file dsdata.txt to determine how the superseded data were derived.
 GN0212
 GN0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCA7097938351(NAD 83)
 GN0212_MARKER: DS = TRIANGULATION STATION DISK
 GN0212_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GN0212_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GN0212_STAMPING: GROESBECK 1945
 GN0212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GN0212+STABILITY: SURFACE MOTION
 GN0212
 GN0212  HISTORY     - Date     Condition        Report By
 GN0212  HISTORY     - 1945     MONUMENTED       CGS
 GN0212  HISTORY     - 1940     GOOD             NGS
 GN0212  HISTORY     - 1945     GOOD             NGS
 GN0212  HISTORY     - 1951     GOOD             USGS
 GN0212  HISTORY     - 1958     GOOD             CGS
 GN0212
 GN0212                          STATION DESCRIPTION
 GN0212
 GN0212'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (CAE)
 GN0212'STATION IS LOCATED IN THE TOWN OF CANJILON, IN A SMALL FENCED-IN
 GN0212'PASTURE JUST E OF THE CANJILON RANGER STATION, CARSON NATIONAL
 GN0212'FOREST, AND ABOUT 100 FEET E OF THE SWINGING WIRE GATE WHICH
 GN0212'LEADS INTO THE PASTURE.
 GN0212'
 GN0212'THE STATION MARK IS A BRONZE STATION DISK SET IN A 12-INCH
 GN0212'SQUARE CONCRETE POST PROJECTING ABOUT 6 INCHES AND STAMPED
 GN0212'GROESBECK 1945.  IT IS 13.6 FEET S OF THE N PASTURE FENCE,
 GN0212'45.8 FEET W OF THE E PASTURE FENCE, 13 FEET S OF A WHITE 4- BY
 GN0212'4-INCH WITNESS POST, AND 40 FEET S OF THE CENTER LINE OF THE
 GN0212'ROAD WHICH PASSES IN FRONT OF THE RANGER STATION.
 GN0212'
 GN0212'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A 12-INCH
 GN0212'SQUARE CONCRETE POST PROJECTING ABOUT 5 INCHES AND STAMPED
 GN0212'GROESBECK NO 1 1945.  IT IS 1 FOOT W OF THE E PASTURE FENCE,
 GN0212'SSW OF THE STATION, AND ABOUT 2 FEET LOWER.
 GN0212'
 GN0212'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A 12-INCH
 GN0212'SQUARE CONCRETE POST PROJECTING ABOUT 4 INCHES AND STAMPED
 GN0212'GROESBECK NO 2 1945.  IT IS 1 FOOT E OF THE W PASTURE FENCE,
 GN0212'NW OF THE STATION, AND ABOUT 2 FEET LOWER.
 GN0212'
 GN0212'AZIMUTH MARK IS A DISK OF THE U.S. DEPARTMENT OF AGRICULTURE,
 GN0212'BUREAU OF PUBLIC ROADS, AND IS STAMPED WITH AN ELEVATION OF
 GN0212'7541.57 FEET.  IT IS SET IN A DRILL HOLE IN A CONCRETE CULVERT
 GN0212'ON THE N SIDE OF THE ROAD AND ABOUT 1/4 MILE WNW OF THE STATION.
 GN0212'IT IS 6.6 FEET S OF A BARBED-WIRE FENCE, 10 FEET N OF THE CENTER
 GN0212'LINE OF THE ROAD, AND 8.8 FEET WSW OF AN UNPAINTED 4- BY 4-INCH
 GN0212'WITNESS POST.
 GN0212
 GN0212                          STATION RECOVERY (1940)
 GN0212
 GN0212'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1940
 GN0212'IN CANJILON.
 GN0212'BENCH MARK IS ABOUT 210 FEET NORTHEAST OF THE RANGER STATION OFFICE.
 GN0212'ABOUT 210 FEET EAST OF THE ENTRANCE TO THE RANGER STATION.  110 FEET
 GN0212'EAST OF R. M. NO. 2.  105 FEET NORTHWEST OF R. M. NO. 1.  110 FEET
 GN0212'EAST OF THE EAST END OF A CONCRETE WALL.  30 FEET SOUTHWEST OF A POWER
 GN0212'LINE POLE.  30 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY. IN FENCE
 GN0212'CORNER.
 GN0212
 GN0212                          STATION RECOVERY (1945)
 GN0212
 GN0212'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1945
 GN0212'HORIZONTAL PARTY ADDED DATE -1945- TO STAMPING
 GN0212
 GN0212                          STATION RECOVERY (1951)
 GN0212
 GN0212'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1951 (GRS)
 GN0212'FOUND AS DESCRIBED.
 GN0212'
 GN0212'STATION MARK--A BRONZE STATION DISK, SET IN A 12 IN. SQUARE
 GN0212'CONCRETE POST, PROJECTING ABOUT 6 IN., STAMPED ---GROESBECK 1945---.
 GN0212'
 GN0212'REFERENCE MARKS--NONE.
 GN0212
 GN0212                          STATION RECOVERY (1958)
 GN0212
 GN0212'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (GCR)
 GN0212'STATION WAS RECOVERED.  ALL MARKS WERE RECOVERED EXCEPT THE
 GN0212'AZIMUTH MARK WHICH IS BELIEVED TO HAVE BEEN DESTROYED BY ROAD
 GN0212'CONSTRUCTION.  THE STATION IS AS DESCRIBED BY C.A.E. 1945.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0211 ***********************************************************************
 GN0211  DESIGNATION -  GROESBECK RM 1
 GN0211  PID         -  GN0211
 GN0211  STATE/COUNTY-  NM/RIO ARRIBA
 GN0211  USGS QUAD   -  CANJILON (1995)
 GN0211
 GN0211                         *CURRENT SURVEY CONTROL
 GN0211  ___________________________________________________________________
 GN0211* NAD 83(1986)-  36 28 54.     (N)    106 26 24.     (W)     SCALED    
 GN0211* NAVD 88     -      2371.349  (meters)    7780.00   (feet)  ADJUSTED  
 GN0211  ___________________________________________________________________
 GN0211  GEOID HEIGHT-         -17.99  (meters)                     GEOID03
 GN0211  DYNAMIC HT  -        2367.998 (meters)    7769.01  (feet)  COMP
 GN0211  MODELED GRAV-     979,133.6   (mgal)                       NAVD 88
 GN0211
 GN0211  VERT ORDER  -  SECOND    CLASS 0
 GN0211
 GN0211.The horizontal coordinates were scaled from a topographic map and have
 GN0211.an estimated accuracy of +/- 6 seconds.
 GN0211
 GN0211.The orthometric height was determined by differential leveling
 GN0211.and adjusted by the National Geodetic Survey in June 1991..
 GN0211
 GN0211.The geoid height was determined by GEOID03.
 GN0211
 GN0211.The dynamic height is computed by dividing the NAVD 88
 GN0211.geopotential number by the normal gravity value computed on the
 GN0211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GN0211.degrees latitude (g = 980.6199 gals.).
 GN0211
 GN0211.The modeled gravity was interpolated from observed gravity values.
 GN0211
 GN0211;                    North         East    Units  Estimated Accuracy
 GN0211;SPC NM C     -   607,970.      482,980.      MT  (+/- 180 meters Scaled)
 GN0211
 GN0211                          SUPERSEDED SURVEY CONTROL
 GN0211
 GN0211  NGVD 29 (??/??/92) 2370.035  (m)         7775.69   (f) ADJ UNCH    2 0
 GN0211
 GN0211.Superseded values are not recommended for survey control.
 GN0211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0211.See file dsdata.txt to determine how the superseded data were derived.
 GN0211
 GN0211_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCA710383(NAD 83)
 GN0211_MARKER: DR = REFERENCE MARK DISK
 GN0211_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GN0211_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GN0211_STAMPING: GROESBECK NO 1 1945
 GN0211_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GN0211+STABILITY: SURFACE MOTION
 GN0211
 GN0211  HISTORY     - Date     Condition        Report By
 GN0211  HISTORY     - 1945     MONUMENTED       CGS
 GN0211  HISTORY     - 1940     GOOD             NGS
 GN0211  HISTORY     - 1945     GOOD             NGS
 GN0211
 GN0211                          STATION DESCRIPTION
 GN0211
 GN0211'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 GN0211'IN CANJILON.
 GN0211'BENCH MARK IS ABOUT 240 FEET EAST OF THE RANGER STATION.  ABOUT 135
 GN0211'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY.  105 FEET SOUTHEAST OF
 GN0211'THE STATION, GROESBECK.  105 FEET SOUTH OF POWER POLE.  SET IN FENCE
 GN0211'CORNER.
 GN0211
 GN0211                          STATION RECOVERY (1945)
 GN0211
 GN0211'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1945
 GN0211'HORIZONTAL PARTY ADDED DATE -1945- TO STAMPING
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0213 ***********************************************************************
 GN0213  DESIGNATION -  GROESBECK RM 2
 GN0213  PID         -  GN0213
 GN0213  STATE/COUNTY-  NM/RIO ARRIBA
 GN0213  USGS QUAD   -  CANJILON (1995)
 GN0213
 GN0213                         *CURRENT SURVEY CONTROL
 GN0213  ___________________________________________________________________
 GN0213* NAD 83(1986)-  36 28 54.     (N)    106 26 24.     (W)     SCALED    
 GN0213* NAVD 88     -      2371.629  (meters)    7780.92   (feet)  ADJUSTED  
 GN0213  ___________________________________________________________________
 GN0213  GEOID HEIGHT-         -17.99  (meters)                     GEOID03
 GN0213  DYNAMIC HT  -        2368.278 (meters)    7769.93  (feet)  COMP
 GN0213  MODELED GRAV-     979,133.6   (mgal)                       NAVD 88
 GN0213
 GN0213  VERT ORDER  -  SECOND    CLASS 0
 GN0213
 GN0213.The horizontal coordinates were scaled from a topographic map and have
 GN0213.an estimated accuracy of +/- 6 seconds.
 GN0213
 GN0213.The orthometric height was determined by differential leveling
 GN0213.and adjusted by the National Geodetic Survey in June 1991..
 GN0213
 GN0213.The geoid height was determined by GEOID03.
 GN0213
 GN0213.The dynamic height is computed by dividing the NAVD 88
 GN0213.geopotential number by the normal gravity value computed on the
 GN0213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GN0213.degrees latitude (g = 980.6199 gals.).
 GN0213
 GN0213.The modeled gravity was interpolated from observed gravity values.
 GN0213
 GN0213;                    North         East    Units  Estimated Accuracy
 GN0213;SPC NM C     -   607,970.      482,980.      MT  (+/- 180 meters Scaled)
 GN0213
 GN0213                          SUPERSEDED SURVEY CONTROL
 GN0213
 GN0213  NGVD 29 (??/??/92) 2370.314  (m)         7776.61   (f) ADJ UNCH    2 0
 GN0213
 GN0213.Superseded values are not recommended for survey control.
 GN0213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0213.See file dsdata.txt to determine how the superseded data were derived.
 GN0213
 GN0213_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCA710383(NAD 83)
 GN0213_MARKER: DR = REFERENCE MARK DISK
 GN0213_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GN0213_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GN0213_STAMPING: GROESBECK NO 2 1945
 GN0213_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GN0213+STABILITY: SURFACE MOTION
 GN0213
 GN0213  HISTORY     - Date     Condition        Report By
 GN0213  HISTORY     - 1945     MONUMENTED       CGS
 GN0213  HISTORY     - 1940     GOOD             NGS
 GN0213  HISTORY     - 1945     GOOD             NGS
 GN0213
 GN0213                          STATION DESCRIPTION
 GN0213
 GN0213'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 GN0213'IN CANJILON.
 GN0213'REFERENCE MARK IS 110 FEET WEST OF THE STATION, GROESBECK.  100 FEET
 GN0213'EAST OF THE ENTRANCE TO THE RANGER STATION.  30 FEET SOUTH OF THE
 GN0213'CENTER LINE OF THE HIGHWAY.  5.0 FEET SOUTH OF THE EAST END OF THE
 GN0213'CONCRETE WALL.
 GN0213
 GN0213                          STATION RECOVERY (1945)
 GN0213
 GN0213'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1945
 GN0213'HORIZONTAL PARTY ADDED DATE -1945- TO STAMPING
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0679 ***********************************************************************
 EQ0679  DESIGNATION -  GROFF WM
 EQ0679  PID         -  EQ0679
 EQ0679  STATE/COUNTY-  NM/TORRANCE
 EQ0679  USGS QUAD   -  MORIARTY SOUTH (1986)
 EQ0679
 EQ0679                         *CURRENT SURVEY CONTROL
 EQ0679  ___________________________________________________________________
 EQ0679* NAD 83(1992)-  34 55 25.26782(N)    106 01 31.36096(W)     ADJUSTED  
 EQ0679* NAVD 88     -      1871.     (meters)    6138.     (feet)  SCALED    
 EQ0679  ___________________________________________________________________
 EQ0679  LAPLACE CORR-          -0.53  (seconds)                    DEFLEC99
 EQ0679  GEOID HEIGHT-         -19.64  (meters)                     GEOID03
 EQ0679
 EQ0679  HORZ ORDER  -  THIRD
 EQ0679
 EQ0679.The horizontal coordinates were established by classical geodetic methods
 EQ0679.and adjusted by the National Geodetic Survey in December 1993..
 EQ0679
 EQ0679.The orthometric height was scaled from a topographic map.
 EQ0679
 EQ0679.The Laplace correction was computed from DEFLEC99 derived deflections.
 EQ0679
 EQ0679.The geoid height was determined by GEOID03.
 EQ0679
 EQ0679;                    North         East     Units Scale Factor Converg.
 EQ0679;SPC NM C     -   435,131.772   520,522.313   MT  0.99990519   +0 07 42.9
 EQ0679;SPC NM C     - 1,427,594.82  1,707,746.96   sFT  0.99990519   +0 07 42.9
 EQ0679;UTM  13      - 3,865,059.928   406,344.032   MT  0.99970810   -0 35 13.4
 EQ0679
 EQ0679!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EQ0679!SPC NM C     -   0.99970950  x   0.99990519  =   0.99961472
 EQ0679!UTM  13      -   0.99970950  x   0.99970810  =   0.99941769
 EQ0679
 EQ0679                          SUPERSEDED SURVEY CONTROL
 EQ0679
 EQ0679  NAD 83(1986)-  34 55 25.27921(N)    106 01 31.36235(W) AD(       ) 3
 EQ0679  NAD 27      -  34 55 25.09417(N)    106 01 29.28464(W) AD(       ) 3
 EQ0679
 EQ0679.Superseded values are not recommended for survey control.
 EQ0679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0679.See file dsdata.txt to determine how the superseded data were derived.
 EQ0679
 EQ0679_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDU0634465060(NAD 83)
 EQ0679_MARKER: 66 = WINDMILL
 EQ0679
 EQ0679  HISTORY     - Date     Condition        Report By
 EQ0679  HISTORY     - 1954     FIRST OBSERVED   USGS
 EQ0679
 EQ0679                          STATION DESCRIPTION
 EQ0679
 EQ0679'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 EQ0679'STATION IS LOCATED ABOUT 5 MI. (AIRLINE) SE. OF MORIARTY, NEW MEXICO,
 EQ0679'IN THE NW. PART OF SEC. 17, T 8 N, R 9 E, 55.5 FT. NW. OF THE NW.
 EQ0679'CORNER OF A SHED, WITH A TIN ROOF, AND 18 FT. SW. OF A SMALL STOCK
 EQ0679'TANK.  INTERSECTED FROM STATIONS, HIBNER, JOHNS, AND LOBO.
 EQ0679'
 EQ0679'STATION MARK--CENTER OF WOODEN WINDMILL, WITH POLE LEGS.
 EQ0679'
 EQ0679'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0687 ***********************************************************************
 DT0687  DESIGNATION -  GROUSE ET
 DT0687  PID         -  DT0687
 DT0687  STATE/COUNTY-  NM/CATRON
 DT0687  USGS QUAD   -  GROUSE MOUNTAIN (1965)
 DT0687
 DT0687                         *CURRENT SURVEY CONTROL
 DT0687  ___________________________________________________________________
 DT0687* NAD 83(1992)-  33 19 43.91285(N)    108 42 58.77793(W)     ADJUSTED  
 DT0687* NAVD 88     -      3090.     (meters)   10138.     (feet)  VERTCON   
 DT0687  ___________________________________________________________________
 DT0687  LAPLACE CORR-           8.03  (seconds)                    DEFLEC99
 DT0687  GEOID HEIGHT-         -23.29  (meters)                     GEOID03
 DT0687
 DT0687  HORZ ORDER  -  THIRD
 DT0687
 DT0687.The horizontal coordinates were established by classical geodetic methods
 DT0687.and adjusted by the National Geodetic Survey in December 1993..
 DT0687
 DT0687.The NAVD 88 height was computed by applying the VERTCON shift value to
 DT0687.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DT0687
 DT0687.The Laplace correction was computed from DEFLEC99 derived deflections.
 DT0687
 DT0687.The geoid height was determined by GEOID03.
 DT0687
 DT0687;                    North         East     Units Scale Factor Converg.
 DT0687;SPC NM W     -   258,573.779   747,794.428   MT  0.99999996   -0 29 06.7
 DT0687;SPC NM W     -   848,337.47  2,453,388.89   sFT  0.99999996   -0 29 06.7
 DT0687;UTM  12      - 3,690,074.090   712,558.729   MT  1.00015707   +1 15 18.8
 DT0687
 DT0687!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DT0687!SPC NM W     -   0.99951874  x   0.99999996  =   0.99951870
 DT0687!UTM  12      -   0.99951874  x   1.00015707  =   0.99967574
 DT0687
 DT0687|---------------------------------------------------------------------|
 DT0687| PID    Reference Object                     Distance      Geod. Az  |
 DT0687|                                                           dddmmss.s |
 DT0687| DT0688 GROUSE LOT                           11.147 METERS 22250     |
 DT0687| DT0696 WHITEWATER ET                       APPROX. 6.9 KM 3124721.3 |
 DT0687|---------------------------------------------------------------------|
 DT0687
 DT0687                          SUPERSEDED SURVEY CONTROL
 DT0687
 DT0687  NAD 83(1992)-  33 19 43.91332(N)    108 42 58.77831(W) AD(       ) 3
 DT0687  NAD 83(1986)-  33 19 43.91256(N)    108 42 58.77811(W) AD(       ) 3
 DT0687  NAD 27      -  33 19 43.68342(N)    108 42 56.56535(W) AD(       ) 3
 DT0687  NGVD 29 (07/19/86) 3089.     (m)        10134.     (f) VERT ANG       
 DT0687
 DT0687.Superseded values are not recommended for survey control.
 DT0687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0687.See file dsdata.txt to determine how the superseded data were derived.
 DT0687
 DT0687_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYB1255990074(NAD 83)
 DT0687_MARKER: DD = SURVEY DISK
 DT0687_SETTING: 66 = SET IN ROCK OUTCROP
 DT0687_SP_SET: SET IN BEDROCK
 DT0687_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DT0687+STABILITY: POSITION/ELEVATION WELL
 DT0687
 DT0687  HISTORY     - Date     Condition        Report By
 DT0687  HISTORY     - 1965     MONUMENTED       USGS
 DT0687
 DT0687                          STATION DESCRIPTION
 DT0687
 DT0687'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 DT0687'LOCATED ABOUT 12.2 MI. E. OF GLENWOOD AND 27.5 MI. S. OF RESERVE ON
 DT0687'THE HIGH POINT OF GROUSE MOUNTAIN.  STATION IS 26.74 FT. N. OF CENTER
 DT0687'OF LOOKOUT TOWER.  REACHED BY HELICOPTER.
 DT0687'
 DT0687'STATION MARK--STANDARD USGS TRIANGULATION TABLET SET IN BEDROCK, AND
 DT0687'STAMPED ---GROUSE-ET 1965---.
 DT0687'
 DT0687'NO MENTION OF REFERENCE MARKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0688 ***********************************************************************
 DT0688  DESIGNATION -  GROUSE LOT
 DT0688  PID         -  DT0688
 DT0688  STATE/COUNTY-  NM/CATRON
 DT0688  USGS QUAD   -  GROUSE MOUNTAIN (1965)
 DT0688
 DT0688                         *CURRENT SURVEY CONTROL
 DT0688  ___________________________________________________________________
 DT0688* NAD 83(1992)-  33 19 43.64751(N)    108 42 59.07094(W)     ADJUSTED  
 DT0688* NAVD 88     -      3104.     (meters)   10184.     (feet)  SCALED    
 DT0688  ___________________________________________________________________
 DT0688  LAPLACE CORR-           8.03  (seconds)                    DEFLEC99
 DT0688  GEOID HEIGHT-         -23.29  (meters)                     GEOID03
 DT0688
 DT0688  HORZ ORDER  -  THIRD
 DT0688
 DT0688.The horizontal coordinates were established by classical geodetic methods
 DT0688.and adjusted by the National Geodetic Survey in December 1993..
 DT0688
 DT0688.The orthometric height was scaled from a topographic map.
 DT0688
 DT0688.The Laplace correction was computed from DEFLEC99 derived deflections.
 DT0688
 DT0688.The geoid height was determined by GEOID03.
 DT0688
 DT0688;                    North         East     Units Scale Factor Converg.
 DT0688;SPC NM W     -   258,565.668   747,786.781   MT  0.99999997   -0 29 06.8
 DT0688;SPC NM W     -   848,310.86  2,453,363.80   sFT  0.99999997   -0 29 06.8
 DT0688;UTM  12      - 3,690,065.750   712,551.331   MT  1.00015704   +1 15 18.6
 DT0688
 DT0688!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DT0688!SPC NM W     -   0.99951655  x   0.99999997  =   0.99951652
 DT0688!UTM  12      -   0.99951655  x   1.00015704  =   0.99967351
 DT0688
 DT0688                          SUPERSEDED SURVEY CONTROL
 DT0688
 DT0688  NAD 83(1992)-  33 19 43.64798(N)    108 42 59.07134(W) AD(       ) 3
 DT0688  NAD 83(1986)-  33 19 43.64723(N)    108 42 59.07113(W) AD(       ) 3
 DT0688  NAD 27      -  33 19 43.41807(N)    108 42 56.85836(W) AD(       ) 3
 DT0688
 DT0688.Superseded values are not recommended for survey control.
 DT0688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0688.See file dsdata.txt to determine how the superseded data were derived.
 DT0688
 DT0688_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYB1255190066(NAD 83)
 DT0688_MARKER: 57 = LOOKOUT TOWER
 DT0688
 DT0688  HISTORY     - Date     Condition        Report By
 DT0688  HISTORY     - 1965     FIRST OBSERVED   USFS
 DT0688
 DT0688                          STATION DESCRIPTION
 DT0688
 DT0688'DESCRIBED BY US FOREST SERVICE 1965
 DT0688'ON HIGHEST POINT ON GROUSE MOUNTAIN, ABOUT 7.0 MI. SE. OF MOGOLLON,
 DT0688'NEW MEXICO, AND ABOUT 9.0 MI. SW. OF WILLOW CREEK GUARD STATION.
 DT0688'
 DT0688'STATION MAY BE REACHED EITHER FROM WILLOW CREEK GUARD STATION OR FROM
 DT0688'MOGOLLON RANGER STATION.  FROM WILLOW CREEK TAKE TRAIL TOWARD WHITE
 DT0688'CREEK RANGER STATION 2 MI. TO IRON CREEK MESA, THEN ON TRAIL TO RIGHT
 DT0688'ON RIDGE BETWEEN LITTLE TURKEY AND IRON CREEKS, TO APACHE CABIN, THEN
 DT0688'TAKE TRAIL TO GROUSE MOUNTAIN, ABOUT 6 MI.  ABOUT 8 HOURS PACK FROM
 DT0688'WILLOW CREEK.
 DT0688'
 DT0688'FROM MOGOLLON RANGER STATION, TAKE TRAIL TO GROUSE MOUNTAIN, ABOUT A
 DT0688'6 HOUR PACK.
 DT0688'
 DT0688'STATION MARK--USFS STEEL LOOKOUT TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0685 ***********************************************************************
 DT0685  DESIGNATION -  GROUSE MTN LOOKOUT TOWER
 DT0685  PID         -  DT0685
 DT0685  STATE/COUNTY-  NM/CATRON
 DT0685  USGS QUAD   -  GROUSE MOUNTAIN (1965)
 DT0685
 DT0685                         *CURRENT SURVEY CONTROL
 DT0685  ___________________________________________________________________
 DT0685* NAD 83(1992)-  33 19 43.66722(N)    108 42 58.89116(W)     ADJUSTED  
 DT0685* NAVD 88     -                                                        
 DT0685  ___________________________________________________________________
 DT0685  LAPLACE CORR-           8.03  (seconds)                    DEFLEC99
 DT0685  GEOID HEIGHT-         -23.29  (meters)                     GEOID03
 DT0685
 DT0685  HORZ ORDER  -  THIRD
 DT0685
 DT0685.The horizontal coordinates were established by classical geodetic methods
 DT0685.and adjusted by the National Geodetic Survey in December 1993..
 DT0685
 DT0685
 DT0685.The Laplace correction was computed from DEFLEC99 derived deflections.
 DT0685
 DT0685.The geoid height was determined by GEOID03.
 DT0685
 DT0685;                    North         East     Units Scale Factor Converg.
 DT0685;SPC NM W     -   258,566.236   747,791.435   MT  0.99999996   -0 29 06.7
 DT0685;SPC NM W     -   848,312.73  2,453,379.07   sFT  0.99999996   -0 29 06.7
 DT0685;UTM  12      - 3,690,066.459   712,555.967   MT  1.00015706   +1 15 18.7
 DT0685
 DT0685                          SUPERSEDED SURVEY CONTROL
 DT0685
 DT0685  NAD 83(1992)-  33 19 43.66731(N)    108 42 58.88981(W) AD(       ) 4
 DT0685  NAD 83(1986)-  33 19 43.66582(N)    108 42 58.89285(W) AD(       ) 4
 DT0685  NAD 27      -  33 19 43.42102(N)    108 42 56.66882(W) AD(       ) 3
 DT0685
 DT0685.Superseded values are not recommended for survey control.
 DT0685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0685.See file dsdata.txt to determine how the superseded data were derived.
 DT0685
 DT0685_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYB1255690066(NAD 83)
 DT0685_MARKER: 57 = LOOKOUT TOWER
 DT0685
 DT0685  HISTORY     - Date     Condition        Report By
 DT0685  HISTORY     - 1966     FIRST OBSERVED   CGS
 DT0685
 DT0685                          STATION DESCRIPTION
 DT0685
 DT0685'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (JWC)
 DT0685'THE STATION IS ABOUT 11 MILES EAST OF GLENWOOD, 6 MILES SOUTHEAST
 DT0685'OF MOGOLLON AND 27 MILES NORTH OF CLIFF, ON THE TOP OF GROUSE
 DT0685'MOUNTAIN.  IT IS A 4 LEGGED STEEL STRUCTURE SUPPORTING A LOOKOUT
 DT0685'CABIN, APPROXIMATELY 50 FEET IN HEIGHT.
 DT0685'
 DT0685'THE STATION WAS NOT VISITED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0691 ***********************************************************************
 DT0691  DESIGNATION -  GRUNT
 DT0691  PID         -  DT0691
 DT0691  STATE/COUNTY-  NM/GRANT
 DT0691  USGS QUAD   -  CANTEEN CANYON (1965)
 DT0691
 DT0691                         *CURRENT SURVEY CONTROL
 DT0691  ___________________________________________________________________
 DT0691* NAD 83(1992)-  33 03 32.67150(N)    108 32 02.14526(W)     ADJUSTED  
 DT0691* NAVD 88     -      1566.29   (+/-2cm)    5138.7    (feet)  VERTCON   
 DT0691  ___________________________________________________________________
 DT0691  LAPLACE CORR-           5.90  (seconds)                    DEFLEC99
 DT0691  GEOID HEIGHT-         -23.96  (meters)                     GEOID03
 DT0691
 DT0691  HORZ ORDER  -  SECOND
 DT0691  VERT ORDER  -  THIRD ? (See Below)
 DT0691
 DT0691.The horizontal coordinates were established by classical geodetic methods
 DT0691.and adjusted by the National Geodetic Survey in December 1993..
 DT0691
 DT0691.The NAVD 88 height was computed by applying the VERTCON shift value to
 DT0691.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DT0691.The vertical order pertains to the NGVD 29 superseded value.
 DT0691
 DT0691.The Laplace correction was computed from DEFLEC99 derived deflections.
 DT0691
 DT0691.The geoid height was determined by GEOID03.
 DT0691
 DT0691;                    North         East     Units Scale Factor Converg.
 DT0691;SPC NM W     -   228,524.656   764,575.515   MT  0.99996942   -0 22 55.9
 DT0691;SPC NM W     -   749,751.31  2,508,444.84   sFT  0.99996942   -0 22 55.9
 DT0691;UTM  12      - 3,660,540.066   730,245.415   MT  1.00025369   +1 20 45.0
 DT0691
 DT0691!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DT0691!SPC NM W     -   0.99975791  x   0.99996942  =   0.99972734
 DT0691!UTM  12      -   0.99975791  x   1.00025369  =   1.00001154
 DT0691
 DT0691:                Primary Azimuth Mark                     Grid Az
 DT0691:SPC NM W     -  TELEPHONE                                169 04 42.4
 DT0691:UTM  12      -  TELEPHONE                                167 21 01.5
 DT0691
 DT0691|---------------------------------------------------------------------|
 DT0691| PID    Reference Object                     Distance      Geod. Az  |
 DT0691|                                                           dddmmss.s |
 DT0691| CY1068 TELEPHONE                           APPROX.12.1 KM 1684146.5 |
 DT0691| CD2972 GRUNT RM 1                           10.105 METERS 18154     |
 DT0691| CD2973 GRUNT RM 2                            6.659 METERS 24135     |
 DT0691|---------------------------------------------------------------------|
 DT0691
 DT0691                          SUPERSEDED SURVEY CONTROL
 DT0691
 DT0691  NAD 83(1992)-  33 03 32.67251(N)    108 32 02.14413(W) AD(       ) 2
 DT0691  NAD 83(1986)-  33 03 32.66910(N)    108 32 02.14431(W) AD(       ) 2
 DT0691  NAD 27      -  33 03 32.42404(N)    108 31 59.95533(W) AD(       ) 2
 DT0691  NGVD 29 (07/19/86) 1565.45   (m)         5136.0    (f) LEVELING    3  
 DT0691
 DT0691.Superseded values are not recommended for survey control.
 DT0691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0691.See file dsdata.txt to determine how the superseded data were derived.
 DT0691
 DT0691_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYB3024560540(NAD 83)
 DT0691_MARKER: DD = SURVEY DISK
 DT0691_SETTING: 80 = SET IN A BOULDER
 DT0691_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 DT0691
 DT0691  HISTORY     - Date     Condition        Report By
 DT0691  HISTORY     - 1966     MONUMENTED       BOR
 DT0691  HISTORY     - 1968     GOOD             USE
 DT0691
 DT0691                          STATION DESCRIPTION
 DT0691
 DT0691'DESCRIBED BY US BUREAU OF RECLAMATION 1966 (JWC)
 DT0691'THE STATION IS ABOUT 25 MILES NORTH-NORTHWEST OF SILVER CITY
 DT0691'AND 8 MILES NORTHEAST OF CLIFF, NEAR THE NORTH END OF A LOW
 DT0691'ROCKY RIDGE THAT IS JUST SOUTH OF WHERE THE GILA RIVER MAKES
 DT0691'A BEND TO THE SOUTH.
 DT0691'
 DT0691'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 180
 DT0691'AND STATE HIGHWAY 211 IN CLIFF, GO EAST ON STATE HIGHWAY 211 FOR
 DT0691'1.0 MILE TO A FORK.  TAKE THE LEFT FORK AND GO NORTHEAST ON
 DT0691'PAVED ROAD FOR 4.9 MILES TO THE END OF PAVEMENT.  CONTINUE
 DT0691'NORTHEAST ON GRAVELED ROAD FOR 1.55 MILES TO THE RANCH HOME
 DT0691'OF MR. SHELLY ON THE FORK AND CONTINUE NORTHERLY ON GRAVELED
 DT0691'ROAD FOR 0.7 MILE TO A FORK.  TAKE THE RIGHT FORK AND CONTINUE
 DT0691'NORTHERLY FOR 0.15 MILE TO A CROSSROAD AT A SIGN PRIVATE
 DT0691'PROPERTY NO CARS NO CAMPING.  CONTINUE NORTHERLY FOR 0.2 MILE TO
 DT0691'A FORK JUST AFTER CROSSING RIVER.  TAKE THE RIGHT FORK AND GO
 DT0691'NORTHEAST AND NORTHERLY ON GRADED ROAD, UPHILL FOR 0.5 MILE TO
 DT0691'THE TOP OF RIDGE AND T-ROAD JUNCTION.  TURN LEFT AND GO
 DT0691'WEST AND NORTHERLY FOR 0.2 MILE TO THE NORTH END OF RIDGE AND
 DT0691'STATION.
 DT0691'
 DT0691'STATION MARK IS A BRONZE DISK OF THE U.S. BUREAU OF RECLAMATION,
 DT0691'NOT STAMPED, CEMENTED IN A DRILL HOLE IN A 4 X 4 FOOT BOULDER,
 DT0691'THAT PROJECTS 3 FEET ABOVE THE GROUND.  IT IS 8 FEET EAST
 DT0691'OF THE CENTERLINE OF A GRADED ROAD.
 DT0691'
 DT0691'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED GRUNT USBR NO 1
 DT0691'1966, CEMENTED IN A DRILL HOLE IN A 1 X 2 FOOT BOULDER, THAT
 DT0691'PROJECTS 1 FOOT ABOVE THE GROUND.  IT IS 10 FEET WEST OF THE
 DT0691'CENTERLINE OF THE GRADED ROAD AND ABOUT 2 FEET LOWER THAN THE
 DT0691'STATION.
 DT0691'
 DT0691'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED GRUNT USBR NO 2
 DT0691'1966, CEMENTED IN A DRILL HOLE IN A 2 X 2 FOOT BOULDER, THAT
 DT0691'PROJECTS 3 FEET ABOVE THE GROUND.  IT IS 9 FEET WEST OF THE
 DT0691'CENTERLINE OF THE GRADED ROAD AND ABOUT THE SAME ELEVATION AS THE
 DT0691'STATION.
 DT0691'
 DT0691'UNABLE TO MEASURE BETWEEN REFERENCE MARKS.
 DT0691'
 DT0691'TRIANGULATION STATION BM 2 USBR CAN BE USED FOR AN AZIMUTH
 DT0691'MARK.
 DT0691
 DT0691                          STATION RECOVERY (1968)
 DT0691
 DT0691'RECOVERY NOTE BY US ENGINEERS 1968
 DT0691'ALL MARKS FOUND IN EXCELLENT CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1565 ***********************************************************************
 FO1565  DESIGNATION -  GUADALUPE
 FO1565  PID         -  FO1565
 FO1565  STATE/COUNTY-  NM/SANDOVAL
 FO1565  USGS QUAD   -  GUADALUPE (1995)
 FO1565
 FO1565                         *CURRENT SURVEY CONTROL
 FO1565  ___________________________________________________________________
 FO1565* NAD 83(1992)-  35 35 22.22810(N)    107 07 40.43495(W)     ADJUSTED  
 FO1565* NAVD 88     -      2029.7    (meters)    6659.     (feet)  VERTCON   
 FO1565  ___________________________________________________________________
 FO1565  LAPLACE CORR-           1.21  (seconds)                    DEFLEC99
 FO1565  GEOID HEIGHT-         -20.35  (meters)                     GEOID03
 FO1565
 FO1565  HORZ ORDER  -  THIRD
 FO1565
 FO1565.The horizontal coordinates were established by classical geodetic methods
 FO1565.and adjusted by the National Geodetic Survey in December 1993..
 FO1565
 FO1565.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1565.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1565
 FO1565.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1565
 FO1565.The geoid height was determined by GEOID03.
 FO1565
 FO1565;                    North         East     Units Scale Factor Converg.
 FO1565;SPC NM C     -   509,325.922   420,444.196   MT  0.99997797   -0 30 39.4
 FO1565;SPC NM C     - 1,671,013.46  1,379,407.33   sFT  0.99997797   -0 30 39.4
 FO1565;UTM  13      - 3,940,504.410   307,214.184   MT  1.00005802   -1 14 19.5
 FO1565
 FO1565!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1565!SPC NM C     -   0.99968472  x   0.99997797  =   0.99966270
 FO1565!UTM  13      -   0.99968472  x   1.00005802  =   0.99974272
 FO1565
 FO1565:                Primary Azimuth Mark                     Grid Az
 FO1565:SPC NM C     -  GUADALUPE AZ MK                          028 22 47.6
 FO1565:UTM  13      -  GUADALUPE AZ MK                          029 06 27.7
 FO1565
 FO1565|---------------------------------------------------------------------|
 FO1565| PID    Reference Object                     Distance      Geod. Az  |
 FO1565|                                                           dddmmss.s |
 FO1565| CD3471 GUADALUPE AZ MK                                    0275208.2 |
 FO1565| CD3472 GUADALUPE RM 1                       10.064 METERS 04109     |
 FO1565| FO1564 CABEZON CAIRN                       APPROX. 3.1 KM 0690802.0 |
 FO1565| CD3473 GUADALUPE RM 2                       11.160 METERS 13840     |
 FO1565|---------------------------------------------------------------------|
 FO1565
 FO1565                          SUPERSEDED SURVEY CONTROL
 FO1565
 FO1565  NAD 83(1986)-  35 35 22.23059(N)    107 07 40.43719(W) AD(       ) 3
 FO1565  NAD 27      -  35 35 22.12770(N)    107 07 38.28250(W) AD(       ) 3
 FO1565  NGVD 29 (07/19/86) 2028.7    (m)         6656.     (f) VERT ANG       
 FO1565
 FO1565.Superseded values are not recommended for survey control.
 FO1565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1565.See file dsdata.txt to determine how the superseded data were derived.
 FO1565
 FO1565_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV0721440504(NAD 83)
 FO1565_MARKER: DS = TRIANGULATION STATION DISK
 FO1565_SETTING: 80 = SET IN A BOULDER
 FO1565_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 FO1565
 FO1565  HISTORY     - Date     Condition        Report By
 FO1565  HISTORY     - 1958     MONUMENTED       CGS
 FO1565
 FO1565                          STATION DESCRIPTION
 FO1565
 FO1565'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (CAA)
 FO1565'THE STATION IS LOCATED ON A FLAT-TOPPED HILL ABOUT 20 MILES
 FO1565'WEST OF SAN YSIDRO, 4 MILES SOUTH-SOUTHWEST OF THE ABANDONED
 FO1565'VILLAGE OF CABEZON AND 2 MILES WEST-SOUTHWEST OF A HIGH
 FO1565'ROCK PINNACLE KNOWN AS CABEZON PEAK.  IT IS 6 FEET EAST OF
 FO1565'A WITNESS POST AND 3 FEET NORTH OF A CAIRN.  THE MARK IS
 FO1565'STAMPED GUADALUPE 1958 AND IS CEMENTED IN A DRILL HOLE IN A
 FO1565'BOULDER THAT IS FLUSH WITH THE SURFACE OF THE GROUND.
 FO1565'
 FO1565'REFERENCE MARK NO. 1 IS 1 FOOT WEST OF A CAIRN.  THE MARK IS
 FO1565'STAMPED GUADALUPE NO 1 1958 AND IS CEMENTED IN A DRILL HOLE
 FO1565'IN A BOULDER THAT IS FLUSH WITH THE SURFACE OF THE GROUND.
 FO1565'
 FO1565'REFERENCE MARK NO. 2 IS 1 FOOT NORTH OF A CAIRN.  THE MARK IS
 FO1565'STAMPED GUADALUPE NO 2 1958 AND IS CEMENTED IN A DRILL HOLE
 FO1565'IN A BOULDER THAT PROJECTS 2 INCHES ABOVE THE SURFACE OF THE
 FO1565'GROUND.
 FO1565'
 FO1565'THE AZIMUTH MARK IS ON THE SUMMIT OF A LOW KNOLL ABOUT 0.1
 FO1565'MILE WEST OF A TRACK ROAD.  IT IS 1 FOOT SOUTH OF A CAIRN THAT
 FO1565'HAS A WITNESS POST IN THE CENTER.  THE MARK IS STAMPED GUADALUPE
 FO1565'1958 AND IS CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS
 FO1565'2 FEET ABOVE THE SURFACE OF THE GROUND.
 FO1565'
 FO1565'TO REACH THE STATION FROM THE SMALL SETTLEMENT OF WARM SPRINGS,
 FO1565'GO NORTHERLY ON STATE HIGHWAY 44 FOR 6.6 MILES TO A SIDE
 FO1565'ROAD LEFT, TURN LEFT AND GO WESTERLY ON GRADED ROAD FOR 7.85
 FO1565'MILES TO THE VILLAGE OF SAN LUIS, CONTINUE STRAIGHT AHEAD ON
 FO1565'GRADED ROAD FOR 1.1 MILES TO A SIDE ROAD RIGHT AND A CATTLE
 FO1565'GUARD, CONTINUE STRAIGHT AHEAD ACROSS CATTLE GUARD FOR 1.5
 FO1565'MILES TO A PIPE LINE, CONTINUE STRAIGHT AHEAD ON GRADED ROAD
 FO1565'FOR 1.5 MILES TO A SIDE ROAD LEFT, CONTINUE STRAIGHT AHEAD ON
 FO1565'GRADED ROAD FOR 0.7 MILE TO A FORK AT TOP OF HILL, TAKE LEFT
 FO1565'FORK FOR ABOUT 50 FEET TO A TRACK ROAD LEFT, TURN LEFT ON
 FO1565'TRACK ROAD AND GO SOUTH, EAST AND SOUTH PAST THE ABANDONED
 FO1565'VILLAGE OF CABEZON, CROSSING A WOODEN BRIDGE OVER A DEEP
 FO1565'RIVER BED, FOR 2.6 TO A CATTLE GUARD, CROSS CATTLE GUARD AND
 FO1565'CONTINUE SOUTHERLY ON TRACK ROAD FOR 0.5 MILE TO A VERY DIM
 FO1565'TRACK ROAD RIGHT, TURN RIGHT AND GO WESTERLY ON DIM TRACK
 FO1565'ROAD FOR 0.2 MILE, THENCE LEFT, SOUTHERLY, CROSS-COUNTRY
 FO1565'FOR 0.25 MILE TO THE END OF TRUCK TRAVEL AT THE NORTH BASE
 FO1565'OF THE HILL.  HERE, PACK SOUTHERLY UP STEEP SLOPE TO THE TOP
 FO1565'OF THE HILL, THEN TURN RIGHT AND FOLLOW EDGE OF BLUFF TO
 FO1565'THE STATION AS DESCRIBED.
 FO1565'
 FO1565'TO REACH THE AZIMUTH MARK FROM THE END OF TRUCK TRAVEL, GO
 FO1565'NORTHERLY, CROSS-COUNTRY, TOWARD LOW KNOLL FOR 0.3 MILE TO
 FO1565'THE MARK AS DESCRIBED.
 FO1565'
 FO1565'THIS STATION IS ABOUT A 15-MINUTE PACK.
 FO1565'
 FO1565'HEIGHT OF LIGHT ABOVE STATION MARK 1.3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1678 ***********************************************************************
 FO1678  DESIGNATION -  GUAJE
 FO1678  PID         -  FO1678
 FO1678  STATE/COUNTY-  NM/LOS ALAMOS
 FO1678  USGS QUAD   -  GUAJE MOUNTAIN (1993)
 FO1678
 FO1678                         *CURRENT SURVEY CONTROL
 FO1678  ___________________________________________________________________
 FO1678* NAD 83(1992)-  35 55 17.56812(N)    106 16 48.24166(W)     ADJUSTED  
 FO1678* NAVD 88     -      2330.1    (meters)    7645.     (feet)  VERTCON   
 FO1678  ___________________________________________________________________
 FO1678  LAPLACE CORR-          -6.86  (seconds)                    DEFLEC99
 FO1678  GEOID HEIGHT-         -19.12  (meters)                     GEOID03
 FO1678
 FO1678  HORZ ORDER  -  THIRD
 FO1678
 FO1678.The horizontal coordinates were established by classical geodetic methods
 FO1678.and adjusted by the National Geodetic Survey in December 1993..
 FO1678
 FO1678.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1678.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1678
 FO1678.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1678
 FO1678.The geoid height was determined by GEOID03.
 FO1678
 FO1678;                    North         East     Units Scale Factor Converg.
 FO1678;SPC NM C     -   545,809.136   497,286.626   MT  0.99990009   -0 01 03.5
 FO1678;SPC NM C     - 1,790,708.81  1,631,514.54   sFT  0.99990009   -0 01 03.5
 FO1678;UTM  13      - 3,976,003.817   384,513.412   MT  0.99976434   -0 45 03.8
 FO1678
 FO1678!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1678!SPC NM C     -   0.99963742  x   0.99990009  =   0.99953754
 FO1678!UTM  13      -   0.99963742  x   0.99976434  =   0.99940184
 FO1678
 FO1678:                Primary Azimuth Mark                     Grid Az
 FO1678:SPC NM C     -  PAJARITO                                 251 02 01.4
 FO1678:UTM  13      -  PAJARITO                                 251 46 01.7
 FO1678
 FO1678|---------------------------------------------------------------------|
 FO1678| PID    Reference Object                     Distance      Geod. Az  |
 FO1678|                                                           dddmmss.s |
 FO1678| FO0956 PAJARITO                            APPROX.11.5 KM 2510057.9 |
 FO1678|---------------------------------------------------------------------|
 FO1678
 FO1678                          SUPERSEDED SURVEY CONTROL
 FO1678
 FO1678  NAD 83(1986)-  35 55 17.57213(N)    106 16 48.24418(W) AD(       ) 3
 FO1678  NGVD 29 (09/14/90) 2329.0    (m)         7641.     (f) VERT ANG       
 FO1678
 FO1678.Superseded values are not recommended for survey control.
 FO1678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1678.See file dsdata.txt to determine how the superseded data were derived.
 FO1678
 FO1678_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV8451376004(NAD 83)
 FO1678_MARKER: DS = TRIANGULATION STATION DISK
 FO1678_SETTING: 0 = UNSPECIFIED SETTING
 FO1678_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FO1678
 FO1678  HISTORY     - Date     Condition        Report By
 FO1678  HISTORY     - 1936     MONUMENTED       USGS
 FO1678
 FO1678                          STATION DESCRIPTION
 FO1678
 FO1678'DESCRIBED BY US GEOLOGICAL SURVEY 1936
 FO1678'ON THE SUMMIT OF GUAJE PEAK ABOUT 9.5 MI. N. OF W. OF THE DENVER AND
 FO1678'RIO GRANDE RAILROAD --OTOWI-- SWITCH AND ABOUT 2.5 MI. E. OF N. OF
 FO1678'OTOWI POST OFFICE AT LOS ALAMOS RANCH.  STATION IS ABOUT 15 FT. S. OF
 FO1678'THE USFS FIRE LOOKOUT CABIN.
 FO1678'
 FO1678'STATION IS REACHED FROM THE HIGHWAY BRIDGE ACROSS THE RIO GRANDE AT
 FO1678'THE DENVER AND RIO GRANDE STATION OTOWI BY DRIVING W. ON STATE HIGHWAY
 FO1678'4, 4.85 MI., THENCE RIGHT ON LOS ALAMOS RANCH RD. 1.25 MI., THENCE
 FO1678'RIGHT ON OLD RD. 0.95 MI. TO FORKS, TAKE RIGHT HAND FORK 0.65 MI. TO
 FO1678'GATE IN FENCE ON BOUNDARY OF BANDALIER NATIONAL MONUMENT, THENCE
 FO1678'CONTINUE UP CANYON 2.25 MI. TO POINT WHERE MAIN RD. SWITCHES BACK.
 FO1678'LEAVE MAIN RD. AND CONTINUE UP CANYON ON DIM RD. 0.85 MI., THENCE
 FO1678'TURN DOWN ON N. SIDE OF CANYON 0.2 MI. FROM WHICH POINT THE STATION
 FO1678'IS ABOUT 1.5 MI. E. OF N.
 FO1678'
 FO1678'STATION RECOVERED IN 1948 BY USGS
 FO1678'
 FO1678'TO REACH FROM THE INTERSECTION OF TRINITY DRIVE AND CANYON ROAD AT
 FO1678'THE W. END OF LOS ALAMOS, GO N. ON COUNTRY CLUB RD. 2.8 MI. TO GUAJE
 FO1678'CANYON RD., GO LEFT (N.) 3.8 MI. ON GUAJE RD. TO DIM RD. RIGHT IN
 FO1678'BOTTOM OF DRAIN, GO RIGHT (E.) 0.9 MI. TO FORK, THENCE LEFT 0.3 MI.
 FO1678'TO BASE OF HILL TO E.  ABOUT 25 MINUTE CLIMB TO TOP OF HILL AND
 FO1678'STATION.
 FO1678'
 FO1678'STATION MARK--STANDARD TABLET CEMENTED IN SOLID ROCK,
 FO1678'STAMPED---GUAJE D 1936---.
 FO1678'
 FO1678'REFERENCE MARK NO. 1--STANDARD REFERENCE TABLET CEMENTED IN SOLID
 FO1678'ROCK, STAMPED---REF. MK. NO. 1---, 48.00 FT. FROM STATION IN TRUE
 FO1678'AZIMUTH 193 DEGREES 41 MINUTES.
 FO1678'
 FO1678'REFERENCE MARK NO. 2--STANDARD REFERENCE TABLET CEMENTED IN SOLID
 FO1678'ROCK, STAMPED---REF. MK. NO. 2---, 38.60 FT. FROM STATION IN TRUE
 FO1678'AZIMUTH 282 DEGREES 01 MINUTES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0650 ***********************************************************************
 EP0650  DESIGNATION -  GULLY
 EP0650  PID         -  EP0650
 EP0650  STATE/COUNTY-  NM/DE BACA
 EP0650  USGS QUAD   -  BONNER LAKE (1968)
 EP0650
 EP0650                         *CURRENT SURVEY CONTROL
 EP0650  ___________________________________________________________________
 EP0650* NAD 83(1992)-  34 21 15.61900(N)    104 10 18.21425(W)     ADJUSTED  
 EP0650* NAVD 88     -      1217.     (meters)    3993.     (feet)  SCALED    
 EP0650  ___________________________________________________________________
 EP0650  LAPLACE CORR-           0.67  (seconds)                    DEFLEC99
 EP0650  GEOID HEIGHT-         -23.67  (meters)                     GEOID03
 EP0650
 EP0650  HORZ ORDER  -  THIRD
 EP0650
 EP0650.The horizontal coordinates were established by classical geodetic methods
 EP0650.and adjusted by the National Geodetic Survey in December 1993..
 EP0650
 EP0650.The orthometric height was scaled from a topographic map.
 EP0650
 EP0650.The Laplace correction was computed from DEFLEC99 derived deflections.
 EP0650
 EP0650.The geoid height was determined by GEOID03.
 EP0650
 EP0650;                    North         East     Units Scale Factor Converg.
 EP0650;SPC NM E     -   371,970.352   179,866.420   MT  0.99991181   +0 05 28.3
 EP0650;SPC NM E     - 1,220,372.73    590,111.75   sFT  0.99991181   +0 05 28.3
 EP0650;UTM  13      - 3,801,756.180   576,171.203   MT  0.99967152   +0 28 02.7
 EP0650
 EP0650!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EP0650!SPC NM E     -   0.99981277  x   0.99991181  =   0.99972460
 EP0650!UTM  13      -   0.99981277  x   0.99967152  =   0.99948435
 EP0650
 EP0650                          SUPERSEDED SURVEY CONTROL
 EP0650
 EP0650  NAD 83(1992)-  34 21 15.62779(N)    104 10 18.21043(W) AD(       ) 3
 EP0650
 EP0650.Superseded values are not recommended for survey control.
 EP0650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EP0650.See file dsdata.txt to determine how the superseded data were derived.
 EP0650
 EP0650_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEU7617101756(NAD 83)
 EP0650_MARKER: DS = TRIANGULATION STATION DISK
 EP0650_SETTING: 0 = UNSPECIFIED SETTING
 EP0650_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EP0650
 EP0650  HISTORY     - Date     Condition        Report By
 EP0650  HISTORY     - 1945     MONUMENTED       USGS
 EP0650
 EP0650                          STATION DESCRIPTION
 EP0650
 EP0650'DESCRIBED BY US GEOLOGICAL SURVEY 1945
 EP0650'LOCATED 9.0 MI. SSE. OF FORT SUMNER, ABOUT 1200 FT. E. OF 1/4 CORNER
 EP0650'BETWEEN SECS. 35 AND 36, T 2 N, R 26 E.
 EP0650'
 EP0650'TO REACH FROM --BILLY THE KIDS-- GRAVE, FOLLOW RD. S. 3.0 MI.,
 EP0650'CONTINUE ON SAME RD. IN SE. THENCE E. DIRECTION 1.7 MI. TO DIM RD.
 EP0650'FORK NW.  TAKE DIM RD. FORK 0.1 MI. TO SMALL ROUND TOP AND STATION.
 EP0650'STATION IS ABOUT 20 FT. E. OF EDGE OF STEEP BANK FORMED BY USBR
 EP0650'MAIN LINE CANAL, AND ABOUT 300 FT. S. OF OLD RD. CROSSING CANAL.
 EP0650'
 EP0650'STATION MARK--USBR STANDARD TABLET STAMPED---GULLY 1945---, SET IN
 EP0650'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0542 ***********************************************************************
 EP0542  DESIGNATION -  GUM
 EP0542  PID         -  EP0542
 EP0542  STATE/COUNTY-  NM/DE BACA
 EP0542  USGS QUAD   -  HOWELL RANCH (1967)
 EP0542
 EP0542                         *CURRENT SURVEY CONTROL
 EP0542  ___________________________________________________________________
 EP0542* NAD 83(1992)-  34 07 05.94961(N)    104 01 58.13310(W)     ADJUSTED  
 EP0542* NAVD 88     -      1277.1    (meters)    4190.     (feet)  VERTCON   
 EP0542  ___________________________________________________________________
 EP0542  LAPLACE CORR-           2.04  (seconds)                    DEFLEC99
 EP0542  GEOID HEIGHT-         -23.41  (meters)                     GEOID03
 EP0542
 EP0542  HORZ ORDER  -  SECOND
 EP0542
 EP0542.The horizontal coordinates were established by classical geodetic methods
 EP0542.and adjusted by the National Geodetic Survey in December 1993..
 EP0542
 EP0542.The NAVD 88 height was computed by applying the VERTCON shift value to
 EP0542.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EP0542
 EP0542.The Laplace correction was computed from DEFLEC99 derived deflections.
 EP0542
 EP0542.The geoid height was determined by GEOID03.
 EP0542
 EP0542;                    North         East     Units Scale Factor Converg.
 EP0542;SPC NM E     -   345,820.850   192,722.320   MT  0.99991856   +0 10 06.8
 EP0542;SPC NM E     - 1,134,580.57    632,289.81   sFT  0.99991856   +0 10 06.8
 EP0542;UTM  13      - 3,775,697.407   589,195.018   MT  0.99969807   +0 32 33.1
 EP0542
 EP0542!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EP0542!SPC NM E     -   0.99980323  x   0.99991856  =   0.99972181
 EP0542!UTM  13      -   0.99980323  x   0.99969807  =   0.99950136
 EP0542
 EP0542|---------------------------------------------------------------------|
 EP0542| PID    Reference Object                     Distance      Geod. Az  |
 EP0542|                                                           dddmmss.s |
 EP0542| CJ6551 GUM RM 2                             19.906 METERS 16528     |
 EP0542| CJ6550 GUM RM 1                             16.085 METERS 25944     |
 EP0542| EP0541 ALKALI                              APPROX. 5.6 KM 3222901.2 |
 EP0542|---------------------------------------------------------------------|
 EP0542
 EP0542                          SUPERSEDED SURVEY CONTROL
 EP0542
 EP0542  NAD 83(1986)-  34 07 05.95704(N)    104 01 58.12930(W) AD(       ) 2
 EP0542  NAD 27      -  34 07 05.67432(N)    104 01 56.24712(W) AD(       ) 2
 EP0542  NGVD 29 (07/19/86) 1276.5    (m)         4188.     (f) VERT ANG       
 EP0542
 EP0542.Superseded values are not recommended for survey control.
 EP0542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EP0542.See file dsdata.txt to determine how the superseded data were derived.
 EP0542
 EP0542_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SET8919575697(NAD 83)
 EP0542_MARKER: DD = SURVEY DISK
 EP0542_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 EP0542+WITH SETTING: INFORMATION.
 EP0542_SP_SET: PREFABRICATED CONCRETE POST
 EP0542
 EP0542  HISTORY     - Date     Condition        Report By
 EP0542  HISTORY     - 1967     MONUMENTED       USGS
 EP0542
 EP0542                          STATION DESCRIPTION
 EP0542
 EP0542'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (JTD)
 EP0542'THIS STATION IS LOCATED S 27 DEG E, ABOUT 27 MI. (AIRLINE)
 EP0542'FROM FORT SUMNER, NEW MEXICO, S 3 DEG W, ABOUT 22 MI. (AIRLINE)
 EP0542'FROM TAIBAN, NEW MEXICO, ON THE HIGHEST PART OF A REDDISH COLORED
 EP0542'SANDHILL.  NEAR THE W EDGE OF SEC. 20, T. 2S., R. 29E., 3.0
 EP0542'FT. S. OF A USGS WITNESS SIGN MOUNTED ON A METAL POST.  THE
 EP0542'STATION SITE CAN BE LOCATED FROM THE FORT SUMNER (NI-13-5)
 EP0542'1--250,000 SERIES MAP.
 EP0542'
 EP0542'STATION MARK--A USGS BRONZE TABLET CRIMPED TO A COPPERWELD
 EP0542'ROD DRIVEN TO REFUSAL (15 FT.), CENTERED IN AN ORANGEBURG TILE,
 EP0542'6 IN. DIAMETER, 12 IN. LONG, FILLED WITH GRAVEL.  THE TABLET
 EP0542'AND TILE PROJECT 0.3 FT. ABOVE GROUND.  THE TABLET IS STAMPED
 EP0542'GUM ET 1967.
 EP0542'
 EP0542'REFERENCE MARK NO. 1--A USGS BRONZE R.M. TABLET CRIMPED TO A
 EP0542'COPPERWELD ROD DRIVEN TO A DEPTH OF 10 FT., FLUSH WITH THE GROUND,
 EP0542'CENTERED IN AN ORANGEBURG TILE, 6 IN. DIAMETER, 12 IN. LONG,
 EP0542'FILLED WITH GRAVEL, AND STAMPED GUM ET NO. 1 1967.
 EP0542'
 EP0542'REFERENCE MARK NO. 2--A USGS BRONZE R.M. TABLET CRIMPED TO A
 EP0542'COPPERWELD ROD DRIVEN TO A DEPTH OF 10 FT. FLUSH WITH THE
 EP0542'GROUND, CENTERED IN AN ORANGEBURG TILE, 6 IN. DIAMETER, 12
 EP0542'IN. LONG, FILLED WITH GRAVEL, AND STAMPED GUM ET NO. 2 1967.
 EP0542'
 EP0542'STATION ALKALI ET 1967 IS VISIBLE FROM THE GROUND AT THIS STATION
 EP0542'AND WILL SERVE AS THE AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS1238 ***********************************************************************
 DS1238  DESIGNATION -  GUN
 DS1238  PID         -  DS1238
 DS1238  STATE/COUNTY-  NM/SIERRA
 DS1238  USGS QUAD   -  STRAWBERRY PEAK (1981)
 DS1238
 DS1238                         *CURRENT SURVEY CONTROL
 DS1238  ___________________________________________________________________
 DS1238* NAD 83(1992)-  33 03 18.42934(N)    106 31 38.56003(W)     ADJUSTED  
 DS1238* NAVD 88     -      1211.33   (+/-2cm)    3974.2    (feet)  VERTCON   
 DS1238  ___________________________________________________________________
 DS1238  LAPLACE CORR-          -5.03  (seconds)                    DEFLEC99
 DS1238  GEOID HEIGHT-         -22.99  (meters)                     GEOID03
 DS1238
 DS1238  HORZ ORDER  -  SECOND
 DS1238  VERT ORDER  -  THIRD ? (See Below)
 DS1238
 DS1238.The horizontal coordinates were established by classical geodetic methods
 DS1238.and adjusted by the National Geodetic Survey in December 1993..
 DS1238
 DS1238.The NAVD 88 height was computed by applying the VERTCON shift value to
 DS1238.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DS1238.The vertical order pertains to the NGVD 29 superseded value.
 DS1238
 DS1238.The Laplace correction was computed from DEFLEC99 derived deflections.
 DS1238
 DS1238.The geoid height was determined by GEOID03.
 DS1238
 DS1238;                    North         East     Units Scale Factor Converg.
 DS1238;SPC NM W     -   228,625.964   951,963.948   MT  1.00010002   +0 42 44.7
 DS1238;SPC NM W     -   750,083.68  3,123,235.05   sFT  1.00010002   +0 42 44.7
 DS1238;UTM  13      - 3,658,434.370   357,400.620   MT  0.99985072   -0 49 59.7
 DS1238
 DS1238!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS1238!SPC NM W     -   0.99981347  x   1.00010002  =   0.99991347
 DS1238!UTM  13      -   0.99981347  x   0.99985072  =   0.99966421
 DS1238
 DS1238                          SUPERSEDED SURVEY CONTROL
 DS1238
 DS1238  NAD 83(1986)-  33 03 18.43583(N)    106 31 38.56274(W) AD(       ) 2
 DS1238  NAD 27      -  33 03 18.14091(N)    106 31 36.53782(W) AD(       ) 2
 DS1238  NGVD 29 (07/19/86) 1210.72   (m)         3972.2    (f) LEVELING    3  
 DS1238
 DS1238.Superseded values are not recommended for survey control.
 DS1238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS1238.See file dsdata.txt to determine how the superseded data were derived.
 DS1238
 DS1238_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS5740158434(NAD 83)
 DS1238_MARKER: DD = SURVEY DISK
 DS1238_SETTING: 0 = UNSPECIFIED SETTING
 DS1238_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DS1238
 DS1238  HISTORY     - Date     Condition        Report By
 DS1238  HISTORY     - 1968     MONUMENTED       DMA
 DS1238
 DS1238                          STATION DESCRIPTION
 DS1238
 DS1238'DESCRIBED BY DEFENSE MAP AGENCY 1968 (JBJ)
 DS1238'THE STATION IS ABOUT 8 MILES SOUTH OF THE RHODES CANYON RANGE CENTER,
 DS1238'5 MILES NORTHEAST OF THE SIERRA-DONA COUNTY LINE, AND 1/2 MILE EAST
 DS1238'OF ROUTE 7.  IT IS 3.7 FEET NORTHEAST OF THE SOUTHWEST CORNER OF A
 DS1238'CONCRETE PAD SUPPORTING AN ASTRODOME, 2.7 FEET EAST OF THE WEST
 DS1238'EDGE OF THE PAD, AND 2.5 FEET NORTH OF THE SOUTH EDGE OF THE PAD.
 DS1238'
 DS1238'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION GUN 2,
 DS1238'DISTANCE BEING (26.33 FEET) 8.024 METERS SOUTH OF STATION GUN
 DS1238'2.  THE MARK IS A BRONZE DISK OF THE WHITE SANDS PROVING GROUNDS,
 DS1238'STAMPED GUN 1962, CEMENTED IN A DRILL HOLE IN THE ASTRODOME PAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS1239 ***********************************************************************
 DS1239  DESIGNATION -  GUN 2
 DS1239  PID         -  DS1239
 DS1239  STATE/COUNTY-  NM/SIERRA
 DS1239  USGS QUAD   -  STRAWBERRY PEAK (1981)
 DS1239
 DS1239                         *CURRENT SURVEY CONTROL
 DS1239  ___________________________________________________________________
 DS1239* NAD 83(1992)-  33 03 18.68559(N)    106 31 38.61541(W)     ADJUSTED  
 DS1239* NAVD 88     -      1211.28   (+/-2cm)    3974.0    (feet)  VERTCON   
 DS1239  ___________________________________________________________________
 DS1239  LAPLACE CORR-          -5.03  (seconds)                    DEFLEC99
 DS1239  GEOID HEIGHT-         -22.99  (meters)                     GEOID03
 DS1239
 DS1239  HORZ ORDER  -  FIRST
 DS1239  VERT ORDER  -  THIRD ? (See Below)
 DS1239
 DS1239.The horizontal coordinates were established by classical geodetic methods
 DS1239.and adjusted by the National Geodetic Survey in December 1993..
 DS1239
 DS1239.The NAVD 88 height was computed by applying the VERTCON shift value to
 DS1239.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DS1239.The vertical order pertains to the NGVD 29 superseded value.
 DS1239
 DS1239.The Laplace correction was computed from DEFLEC99 derived deflections.
 DS1239
 DS1239.The geoid height was determined by GEOID03.
 DS1239
 DS1239;                    North         East     Units Scale Factor Converg.
 DS1239;SPC NM W     -   228,633.840   951,962.413   MT  1.00010001   +0 42 44.7
 DS1239;SPC NM W     -   750,109.52  3,123,230.02   sFT  1.00010001   +0 42 44.7
 DS1239;UTM  13      - 3,658,442.283   357,399.299   MT  0.99985073   -0 49 59.7
 DS1239
 DS1239!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS1239!SPC NM W     -   0.99981347  x   1.00010001  =   0.99991346
 DS1239!UTM  13      -   0.99981347  x   0.99985073  =   0.99966423
 DS1239
 DS1239:                Primary Azimuth Mark                     Grid Az
 DS1239:SPC NM W     -  LAURA CENTER                             015 00 32.2
 DS1239:UTM  13      -  LAURA CENTER                             016 33 16.6
 DS1239
 DS1239|---------------------------------------------------------------------|
 DS1239| PID    Reference Object                     Distance      Geod. Az  |
 DS1239|                                                           dddmmss.s |
 DS1239| DS1235 LAURA CENTER                        APPROX. 5.9 KM 0154316.9 |
 DS1239| CD2974 GUN 2 RM 1                            9.774 METERS 08725     |
 DS1239| DS1238 GUN                                   8.024 METERS 16941     |
 DS1239|---------------------------------------------------------------------|
 DS1239
 DS1239                          SUPERSEDED SURVEY CONTROL
 DS1239
 DS1239  NAD 83(1986)-  33 03 18.69208(N)    106 31 38.61812(W) AD(       ) 1
 DS1239  NAD 27      -  33 03 18.39717(N)    106 31 36.59319(W) AD(       ) 1
 DS1239  NGVD 29 (07/19/86) 1210.67   (m)         3972.0    (f) LEVELING    3  
 DS1239
 DS1239.Superseded values are not recommended for survey control.
 DS1239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS1239.See file dsdata.txt to determine how the superseded data were derived.
 DS1239
 DS1239_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS5739958442(NAD 83)
 DS1239_MARKER: DS = TRIANGULATION STATION DISK
 DS1239_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS1239_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DS1239
 DS1239  HISTORY     - Date     Condition        Report By
 DS1239  HISTORY     - 1968     MONUMENTED       CGS
 DS1239
 DS1239                          STATION DESCRIPTION
 DS1239
 DS1239'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JBJ)
 DS1239'THE STATION IS ABOUT 8 MILES SOUTH OF THE RHODES CANYON RANGE, 5
 DS1239'MILES NORTHEAST OF THE SIERRA-DONA COUNTY LINE, AND 1/2 MILE EAST OF
 DS1239'ROUTE 7.
 DS1239'
 DS1239'TO REACH THE STATION FROM THE RHODES CANYON RANGE CENTER, GO
 DS1239'SOUTHERLY ON ROUTE 7 FOR 8.25 MILES TO A GRAVELED SIDE ROAD
 DS1239'LEFT.  (TO REACH BM E 241 FROM THIS POINT, CONTINUE SOUTHERLY ON
 DS1239'ROUTE 7 FOR 0.2 MILE TO THE MARK ON THE RIGHT.) TURN LEFT, AND GO
 DS1239'EASTERLY ON THE GRAVELED ROAD FOR 0.45 MILE TO AN ASTRODOME ON
 DS1239'TOP OF A MOUND AND THE STATION.
 DS1239'
 DS1239'THE STATION MARK IS A STANDARD DISK, STAMPED GUN 1 1968, SET IN THE
 DS1239'TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT IS FLUSH
 DS1239'WITH THE GROUND.  IT IS 14.8 FEET WEST OF THE NORTHWEST CORNER OF A
 DS1239'10 FOOT CONCRETE SLAB, 12.7 FEET NORTH OF THE NORTHWEST CORNER OF
 DS1239'THE ASTRODOME PAD, AND 6.8 FEET SOUTH OF A CONCRETE STAIRWAY LEADING
 DS1239'TO THE TOP OF THE MOUND.  THE UNDERGROUND MARK IS 40 INCHES
 DS1239'BELOW THE GROUND SURFACE.
 DS1239'
 DS1239'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED GUN NO 1 1968, SET IN
 DS1239'THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT IS
 DS1239'FLUSH WITH THE GROUND SURFACE.  IT IS 28.7 FEET EAST OF THE
 DS1239'STAIRWAY, 7.9 FEET EAST-NORTHEAST OF THE NORTHEAST CORNER OF
 DS1239'THE CONCRETE SLAB, 2.7 FEET SOUTHWEST OF THE CORNER OF A
 DS1239'FENCE, AND ABOUT THE SAME ELEVATION AS THE STATION.
 DS1239'
 DS1239'GUN WSPG IS A BRONZE DISK OF THE WHITE SANDS PROVING GROUNDS,
 DS1239'STAMPED GUN 1962, CEMENTED IN A DRILL HOLE IN THE ASTRODOME PAD.
 DS1239'IT IS 3.7 FEET NORTHEAST OF THE SOUTHWEST CORNER OF THE PAD, 2.7
 DS1239'FEET EAST OF THE WEST EDGE OF THE PAD, 2.5 FEET NORTH OF THE SOUTH
 DS1239'EDGE OF THE PAD, AND ABOUT THE SAME ELEVATION AS THE STATION.
 DS1239'
 DS1239'BENCH MARK E 241 IS A STANDARD DISK, STAMPED E 241 1952, SET IN THE
 DS1239'TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT PROJECTS 4
 DS1239'INCHES ABOVE THE GROUND SURFACE.  IT IS 122 FEET WEST OF THE
 DS1239'CENTERLINE OF ROUTE 7, 3.3 FEET NORTH OF A WOOD WITNESS POST, AND
 DS1239'1.6 FEET WEST OF A METAL WITNESS POST.
 DS1239'
 DS1239'THE DISTANCE BETWEEN RM 1 AND GUN WSPG WAS NOT MEASURED DUE TO
 DS1239'THE ASTRODOME BEING ON LINE.
 DS1239'
 DS1239'RESULTS OF A SECOND ORDER TRAVERSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC6851 ***********************************************************************
 AC6851  SACS        -  This is a Secondary Airport Control Station.
 AC6851  DESIGNATION -  GUP F
 AC6851  PID         -  AC6851
 AC6851  STATE/COUNTY-  NM/MCKINLEY
 AC6851  USGS QUAD   -  GALLUP WEST (1979)
 AC6851
 AC6851                         *CURRENT SURVEY CONTROL
 AC6851  ___________________________________________________________________
 AC6851* NAD 83(1992)-  35 30 39.42325(N)    108 46 53.31738(W)     ADJUSTED  
 AC6851* NAVD 88     -      1980.28   (meters)    6497.0    (feet)  GPS OBS   
 AC6851  ___________________________________________________________________
 AC6851  X           -  -1,673,964.818 (meters)                     COMP
 AC6851  Y           -  -4,922,455.114 (meters)                     COMP
 AC6851  Z           -   3,685,294.970 (meters)                     COMP
 AC6851  LAPLACE CORR-           2.62  (seconds)                    DEFLEC99
 AC6851  ELLIP HEIGHT-        1959.01  (meters)          (01/12/01) GPS OBS
 AC6851  GEOID HEIGHT-         -21.28  (meters)                     GEOID03
 AC6851
 AC6851  HORZ ORDER  -  FIRST
 AC6851  ELLP ORDER  -  FOURTH    CLASS I
 AC6851
 AC6851.This mark is at Gallup Airport (GUP)
 AC6851
 AC6851.The horizontal coordinates were established by GPS observations
 AC6851.and adjusted by the National Geodetic Survey in March 1997..
 AC6851
 AC6851.The orthometric height was determined by GPS observations and a
 AC6851.high-resolution geoid model.
 AC6851
 AC6851.GPS derived orthometric heights for airport stations designated as
 AC6851.PACS or SACS are published to 2 decimal places.  This maintains
 AC6851.centimeter relative accuracy between the PACS and SACS.  It does
 AC6851.not indicate centimeter accuracy relative to other marks which are
 AC6851.part of the NAVD 88 network.
 AC6851
 AC6851.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC6851
 AC6851.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC6851
 AC6851.The ellipsoidal height was determined by GPS observations
 AC6851.and is referenced to NAD 83.
 AC6851
 AC6851.The geoid height was determined by GEOID03.
 AC6851
 AC6851;                    North         East     Units Scale Factor Converg.
 AC6851;SPC NM W     -   500,677.847   743,993.055   MT  1.00000779   -0 33 02.8
 AC6851;SPC NM W     - 1,642,640.57  2,440,917.21   sFT  1.00000779   -0 33 02.8
 AC6851;UTM  12      - 3,931,971.176   701,193.901   MT  1.00009885   +1 17 20.7
 AC6851
 AC6851!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC6851!SPC NM W     -   0.99969261  x   1.00000779  =   0.99970040
 AC6851!UTM  12      -   0.99969261  x   1.00009885  =   0.99979143
 AC6851
 AC6851|---------------------------------------------------------------------|
 AC6851| PID    Reference Object                     Distance      Geod. Az  |
 AC6851|                                                           dddmmss.s |
 AC6851| FP0714 GALLUPAIR AZ MK                     364.961 METERS 34544     |
 AC6851|---------------------------------------------------------------------|
 AC6851
 AC6851                          SUPERSEDED SURVEY CONTROL
 AC6851
 AC6851  ELLIP H (03/14/97) 1959.10   (m)                       GP(       ) 3 1
 AC6851
 AC6851.Superseded values are not recommended for survey control.
 AC6851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC6851.See file dsdata.txt to determine how the superseded data were derived.
 AC6851
 AC6851_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYE0119431971(NAD 83)
 AC6851_MARKER: DT = TOPOGRAPHIC STATION DISK
 AC6851_SETTING: 66 = SET IN ROCK OUTCROP
 AC6851_STAMPING: GUP F 1981
 AC6851_MARK LOGO: NOS   
 AC6851_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC6851_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AC6851+STABILITY: POSITION/ELEVATION WELL
 AC6851_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6851+SATELLITE: SATELLITE OBSERVATIONS - May 22, 1997
 AC6851
 AC6851  HISTORY     - Date     Condition        Report By
 AC6851  HISTORY     - 1981     MONUMENTED       NGS
 AC6851  HISTORY     - 19950615 GOOD             NGS
 AC6851  HISTORY     - 19960317 GOOD             CHANCE
 AC6851  HISTORY     - 19970522 GOOD             NGS
 AC6851
 AC6851                          STATION DESCRIPTION
 AC6851
 AC6851'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995
 AC6851'THE STATION IS LOCATED ON THE SOUTH SIDE OF THE FIELD, ATOP A HILL,
 AC6851'APPROXIMATELY 600 FT (182.9 M) SOUTH OF THE SOUTH EDGE OF RUNWAY 6-24,
 AC6851'AND 19.4 FT (5.9 M) NORTHWEST OF A WINDSOCK.  THE STATION IS A
 AC6851'STANDARD TOPO DISK CEMENTED IN A DRILL HOLE IN A ROCK OUTCROP, GUP F
 AC6851'1981.  TO DRIVE TO THE STATION FROM THE RAMP, DRIVE TO THE SOUTHEAST
 AC6851'CORNER OF THE RAMP TO A DIRT ROAD LEADING SOUTH PAST RUNWAY END 24 AND
 AC6851'THEN WEST TO THE STATION.
 AC6851
 AC6851                          STATION RECOVERY (1996)
 AC6851
 AC6851'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (KB)
 AC6851'THE STATION IS LOCATED APPROXIMATELY 3.2 KM (2.00 MI) WEST OF GALLUP
 AC6851'AT THE GALLUP MUNICIPAL AIRPORT.  OWNERSHIP -- CITY OF GALLUP, JOE M
 AC6851'DANOFF - AIRPORT DIRECTOR, PHONE (505) 722-4896 TO REACH THE STATION
 AC6851'FROM THE JUNCTION OF INTERSTATE 40 AND STATE HIGHWAY 32 (EXIT 20 ON
 AC6851'INTERSTATE 40) , PROCEED SOUTH ON STATE HIGHWAY 32 (MUNOZ DRIVE) FOR
 AC6851'1.0 KM (0.60 MI) TO THE JUNCTION WITH AZTEC ROAD.  TURN RIGHT AND GO
 AC6851'WESTERLY ON ON AZTEC ROAD FOR 0.16 KM (0.10 MI) TO THE JUNCTION WITH
 AC6851'ARNOLD STREET.  TURN RIGHT AND GO NORTH ON ARNOLD STREET FOR 0.24 KM
 AC6851'(0.15 MI) TO A T-JUNCTION WITH BUSINESS LOOP I-40.  TURN LEFT AND GO
 AC6851'WEST ON BUSINESS LOOP I-40 (US HIGHWAY 66) FOR 2.3 KM (1.40 MI) TO THE
 AC6851'AIRPORT ENTRANCE ON THE LEFT.  TURN LEFT AND GO SOUTH TO THE TERMINAL
 AC6851'BUILDING AND ACCESS GATE NORTHEAST OF THE FIRE STATION.  PASS THROUGH
 AC6851'GATE AND PROCEED EAST ACROSS APRON FOR 0.25 KM (0.15 MI) TO THE EDGE
 AC6851'OF THE APRON AND A DIRT ROAD.  CONTINUE SOUTHEASTERLY THEN
 AC6851'SOUTHWESTERLY ON DIRT ROAD FOR 0.8 KM (0.50 MI) AROUND THE APPROACH
 AC6851'END OF RUNWAY 24 TO THE WINDSOCK ON A PROMINENT HILL AND THE STATION
 AC6851'INSIDE THE SEGMENTED CIRCLE.  NOTE - IN WET WEATHER THE DIRT ROAD
 AC6851'BECOMES IMPASSABLE AND STATION MUST BE ACCESSED ON FOOT THE STATION IS
 AC6851'A STANDARD SURVEY DISK SET INTO A DRILL HOLE IN A ROCK OUTCROP.  THE
 AC6851'STATION IS LOCATED APPROXIMATELY 180 M (590.5 FT) SOUTH-SOUTHEAST OF
 AC6851'THE SOUTH EDGE OF RUNWAY 6-24, 5.95 M (19.52 FT) NORTHWEST OF THE
 AC6851'WINDSOCK MAST, AND 0.43 M (1.41 FT) WEST-NORTHWEST OF A CARSONITE
 AC6851'WITNESS POST THE STATION IS DESIGNATED AS A SECONDARY AIRPORT CONTROL
 AC6851'STATION (SACS) - NEW MEXICO ANA SURVEYS 1996
 AC6851
 AC6851                          STATION RECOVERY (1997)
 AC6851
 AC6851'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 AC6851'RECOVERED AS DESCRIBED,WITH THE FOLLOWING CHANGES.  THE NEW AIRPORT
 AC6851'MANAGER IS MARK RIPLEY, PHONE 505-722-4896.  THIS STATION HAS BEEN
 AC6851'SELECTED AS A SECONDARY AIRPORT CONTROL STATION (SACS) .
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC6852 ***********************************************************************
 AC6852  SACS        -  This is a Secondary Airport Control Station.
 AC6852  DESIGNATION -  GUP G
 AC6852  PID         -  AC6852
 AC6852  STATE/COUNTY-  NM/MCKINLEY
 AC6852  USGS QUAD   -  GALLUP WEST (1979)
 AC6852
 AC6852                         *CURRENT SURVEY CONTROL
 AC6852  ___________________________________________________________________
 AC6852* NAD 83(1992)-  35 30 33.08096(N)    108 47 41.39325(W)     ADJUSTED  
 AC6852* NAVD 88     -      1969.22   (meters)    6460.7    (feet)  GPS OBS   
 AC6852  ___________________________________________________________________
 AC6852  X           -  -1,675,145.775 (meters)                     COMP
 AC6852  Y           -  -4,922,163.792 (meters)                     COMP
 AC6852  Z           -   3,685,129.374 (meters)                     COMP
 AC6852  LAPLACE CORR-           2.36  (seconds)                    DEFLEC99
 AC6852  ELLIP HEIGHT-        1947.93  (meters)          (01/12/01) GPS OBS
 AC6852  GEOID HEIGHT-         -21.30  (meters)                     GEOID03
 AC6852
 AC6852  HORZ ORDER  -  FIRST
 AC6852  ELLP ORDER  -  FOURTH    CLASS I
 AC6852
 AC6852.This mark is at Gallup Airport (GUP)
 AC6852
 AC6852.The horizontal coordinates were established by GPS observations
 AC6852.and adjusted by the National Geodetic Survey in March 1997..
 AC6852
 AC6852.The orthometric height was determined by GPS observations and a
 AC6852.high-resolution geoid model.
 AC6852
 AC6852.GPS derived orthometric heights for airport stations designated as
 AC6852.PACS or SACS are published to 2 decimal places.  This maintains
 AC6852.centimeter relative accuracy between the PACS and SACS.  It does
 AC6852.not indicate centimeter accuracy relative to other marks which are
 AC6852.part of the NAVD 88 network.
 AC6852
 AC6852.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC6852
 AC6852.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC6852
 AC6852.The ellipsoidal height was determined by GPS observations
 AC6852.and is referenced to NAD 83.
 AC6852
 AC6852.The geoid height was determined by GEOID03.
 AC6852
 AC6852;                    North         East     Units Scale Factor Converg.
 AC6852;SPC NM W     -   500,494.116   742,779.722   MT  1.00001038   -0 33 30.6
 AC6852;SPC NM W     - 1,642,037.78  2,436,936.47   sFT  1.00001038   -0 33 30.6
 AC6852;UTM  12      - 3,931,748.566   699,986.988   MT  1.00009289   +1 16 52.5
 AC6852
 AC6852!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC6852!SPC NM W     -   0.99969435  x   1.00001038  =   0.99970473
 AC6852!UTM  12      -   0.99969435  x   1.00009289  =   0.99978721
 AC6852
 AC6852                          SUPERSEDED SURVEY CONTROL
 AC6852
 AC6852  ELLIP H (03/14/97) 1948.03   (m)                       GP(       ) 3 1
 AC6852
 AC6852.Superseded values are not recommended for survey control.
 AC6852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC6852.See file dsdata.txt to determine how the superseded data were derived.
 AC6852
 AC6852_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXE9998731749(NAD 83)
 AC6852_MARKER: I = METAL ROD
 AC6852_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AC6852_STAMPING: GUP G 1996
 AC6852_MARK LOGO: NGS   
 AC6852_PROJECTION: FLUSH
 AC6852_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC6852_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC6852_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6852+SATELLITE: SATELLITE OBSERVATIONS - May 22, 1997
 AC6852_ROD/PIPE-DEPTH: 8.0  meters
 AC6852
 AC6852  HISTORY     - Date     Condition        Report By
 AC6852  HISTORY     - 1996     MONUMENTED       CHANCE
 AC6852  HISTORY     - 19970522 GOOD             NGS
 AC6852
 AC6852                          STATION DESCRIPTION
 AC6852
 AC6852'DESCRIBED BY JE CHANCE AND ASSOCIATES 1996 (SC)
 AC6852'THE STATION IS LOCATED APPROXIMATELY 3.2 KM (2.00 MI) WEST OF GALLUP
 AC6852'AT THE GALLUP MUNICIPAL AIRPORT.  OWNERSHIP -- CITY OF GALLUP, JOE M
 AC6852'DANOFF - AIRPORT DIRECTOR, PHONE (505) 722-4896 TO REACH THE STATION
 AC6852'FROM THE JUNCTION OF INTERSTATE 40 AND STATE HIGHWAY 32 (EXIT 20 ON
 AC6852'INTERSTATE 40) , PROCEED SOUTH ON STATE HIGHWAY 32 (MUNOZ DRIVE) FOR
 AC6852'1.0 KM (0.60 MI) TO THE JUNCTION WITH AZTEC ROAD.  TURN RIGHT AND GO
 AC6852'WESTERLY ON ON AZTEC ROAD FOR 0.16 KM (0.10 MI) TO THE JUNCTION WITH
 AC6852'ARNOLD STREET.  TURN RIGHT AND GO NORTH ON ARNOLD STREET FOR 0.24 KM
 AC6852'(0.15 MI) TO A T-JUNCTION WITH BUSINESS LOOP I-40.  TURN LEFT AND GO
 AC6852'WEST ON BUSINESS LOOP I-40 (US HIGHWAY 66) FOR 2.3 KM (1.40 MI) TO THE
 AC6852'AIRPORT ENTRANCE ON THE LEFT.  TURN LEFT AND GO SOUTH TO THE TERMINAL
 AC6852'BUILDING AND ACCESS GATE NORTHEAST OF THE FIRE STATION.  PASS THROUGH
 AC6852'GATE AND PROCEED SOUTH ACROSS APRON TO THE JUNCTION WITH TAXIWAY A.
 AC6852'TURN RIGHT AND GO WEST-SOUTHWEST ALONG TAXIWAY A FOR 0.8 KM (0.50 MI)
 AC6852'TO THE JUNCTION WITH THE SECOND CONNECTING TAXIWAY EAST OF THE
 AC6852'APPROACH END OF RUNWAY 6.  TURN LEFT AND GO SOUTH-SOUTHEAST ALONG
 AC6852'CONNECTING TAXIWAY CROSSING RUNWAY 6-24 AND ACROSS GRASS FOR 0.4 KM
 AC6852'(0.25 MI) TO THE STATION ON THE LEFT NEAR A CULVERT.  NOTE - IN WET
 AC6852'WEATHER GROUND BECOMES IMPASSABLE AND STATION MUST BE ACCESSED ON FOOT
 AC6852'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD DRIVEN TO
 AC6852'REFUSAL AT A DEPTH OF 8.0 M (26.2 FT) RECESSED 12 CM BELOW GROUND
 AC6852'LEVEL IN A 2.5 CM DIA GREASE FILLED FINNED PLASTIC SLEEVE 90 CM LONG
 AC6852'ENCASED IN A 12.7 CM DIA PVC PIPE WITH NGS LOGO CAP SURROUNDED BY
 AC6852'CONCRETE.  THE LOGO CAP AND CONCRETE ARE SET FLUSH WITH THE GROUND.
 AC6852'THE STATION IS LOCATED 115.0 M (377.3 FT) EAST-NORTHEAST OF A
 AC6852'WINDSOCK, 51.40 M (168.63 FT) SOUTHEAST OF THE THE FOURTH RUNWAY LIGHT
 AC6852'(NUMBER 16) EAST OF THE APPROACH END OF RUNWAY 6, 52.20 M (171.26 FT)
 AC6852'SOUTH-SOUTHWEST OF THE FIFTH RUNWAY LIGHT (NUMBER 18) , 41.80 M
 AC6852'(137.14 FT) SOUTH OF THE SOUTH EDGE OF RUNWAY 6-24, 0.42 M (1.38 FT)
 AC6852'NORTH-NORTHEAST OF A CONCRETE CULVERT, AND 0.43 M (1.41 FT)
 AC6852'NORTH-NORTHEAST OF A CARSONITE WITNESS POST THE STATION IS DESIGNATED
 AC6852'AS A SECONDARY AIRPORT CONTROL STATION (SACS) - NEW MEXICO ANA SURVEYS
 AC6852'1996
 AC6852
 AC6852                          STATION RECOVERY (1997)
 AC6852
 AC6852'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 AC6852'RECOVERED AS DESCRIBED, WITH THE FOLLOWING CHANGES.  THE NEW AIRPORT
 AC6852'MANAGER IS MARK RIPLEY, PHONE 505-722-4896.  THIS STATION HAS BEEN
 AC6852'SELECTED AS A SECONDARY AIRPORT CONTROL STATION (SACS) .
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0063 ***********************************************************************
 DS0063  DESIGNATION -  GUS
 DS0063  PID         -  DS0063
 DS0063  STATE/COUNTY-  NM/SOCORRO
 DS0063  USGS QUAD   -  MOCKINGBIRD GAP (1982)
 DS0063
 DS0063                         *CURRENT SURVEY CONTROL
 DS0063  ___________________________________________________________________
 DS0063* NAD 83(1992)-  33 34 59.18291(N)    106 28 50.74636(W)     ADJUSTED  
 DS0063* NAVD 88     -      1503.073  (meters)    4931.33   (feet)  ADJUSTED  
 DS0063  ___________________________________________________________________
 DS0063  LAPLACE CORR-           5.95  (seconds)                    DEFLEC99
 DS0063  GEOID HEIGHT-         -22.10  (meters)                     GEOID03
 DS0063  DYNAMIC HT  -        1500.904 (meters)    4924.22  (feet)  COMP
 DS0063  MODELED GRAV-     979,141.5   (mgal)                       NAVD 88
 DS0063
 DS0063  HORZ ORDER  -  SECOND
 DS0063  VERT ORDER  -  SECOND    CLASS 0
 DS0063
 DS0063.The horizontal coordinates were established by classical geodetic methods
 DS0063.and adjusted by the National Geodetic Survey in December 1993..
 DS0063
 DS0063.The orthometric height was determined by differential leveling
 DS0063.and adjusted by the National Geodetic Survey in June 1991..
 DS0063
 DS0063.The Laplace correction was computed from DEFLEC99 derived deflections.
 DS0063
 DS0063.The geoid height was determined by GEOID03.
 DS0063
 DS0063.The dynamic height is computed by dividing the NAVD 88
 DS0063.geopotential number by the normal gravity value computed on the
 DS0063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0063.degrees latitude (g = 980.6199 gals.).
 DS0063
 DS0063.The modeled gravity was interpolated from observed gravity values.
 DS0063
 DS0063;                    North         East     Units Scale Factor Converg.
 DS0063;SPC NM C     -   286,441.064   478,579.559   MT  0.99990565   -0 07 39.5
 DS0063;SPC NM C     -   939,765.39  1,570,139.77   sFT  0.99990565   -0 07 39.5
 DS0063;UTM  13      - 3,716,915.555   362,584.376   MT  0.99983280   -0 49 09.1
 DS0063
 DS0063!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS0063!SPC NM C     -   0.99976755  x   0.99990565  =   0.99967323
 DS0063!UTM  13      -   0.99976755  x   0.99983280  =   0.99960039
 DS0063
 DS0063                          SUPERSEDED SURVEY CONTROL
 DS0063
 DS0063  NAD 83(1986)-  33 34 59.18990(N)    106 28 50.74889(W) AD(       ) 2
 DS0063  NAD 27      -  33 34 58.92702(N)    106 28 48.71439(W) AD(       ) 2
 DS0063  NGVD 29 (??/??/92) 1502.396  (m)         4929.11   (f) ADJ UNCH    2 0
 DS0063
 DS0063.Superseded values are not recommended for survey control.
 DS0063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0063.See file dsdata.txt to determine how the superseded data were derived.
 DS0063
 DS0063_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT6258416916(NAD 83)
 DS0063_MARKER: DS = TRIANGULATION STATION DISK
 DS0063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0063_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0063_STAMPING: GUS 1956
 DS0063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0063+STABILITY: SURFACE MOTION
 DS0063
 DS0063  HISTORY     - Date     Condition        Report By
 DS0063  HISTORY     - 1956     MONUMENTED       WSMR
 DS0063  HISTORY     - 1968     GOOD             NGS
 DS0063
 DS0063                          STATION DESCRIPTION
 DS0063
 DS0063'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 DS0063'17.9 MI SE FROM STALLION RANGE CENTER.
 DS0063'ABOUT 18.6 MILES SOUTHEAST ALONG WHITE SANDS MISSILE RANGE ROUTE 7
 DS0063'FROM THE HEADQUARTERS BUILDING AT STALLION RANGE CENTER TO A SIDE ROAD
 DS0063'RIGHT, TURN RIGHT AND CONTINUE WESTERLY 0.5 MILE, IN S 25, T 8 S, R 4
 DS0063'E, 78 FEET NORTHEAST OF THE NORTHEAST CORNER OF A CONCRETE PAD OF THE
 DS0063'EAST ASTRODOME, 123 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE PAD
 DS0063'OF THE WEST ASTRODOME, 129 FEET NORTHEAST OF THE NORTHEAST CORNER OF
 DS0063'BUILDING S 34820, SET IN THE TOP OF A 6 INCH CONCRETE CYLINDER AND IS
 DS0063'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0066 ***********************************************************************
 DS0066  DESIGNATION -  GUS 2
 DS0066  PID         -  DS0066
 DS0066  STATE/COUNTY-  NM/SOCORRO
 DS0066  USGS QUAD   -  MOCKINGBIRD GAP (1982)
 DS0066
 DS0066                         *CURRENT SURVEY CONTROL
 DS0066  ___________________________________________________________________
 DS0066* NAD 83(1992)-  33 34 57.47745(N)    106 28 52.73435(W)     ADJUSTED  
 DS0066* NAVD 88     -      1503.993  (meters)    4934.35   (feet)  ADJUSTED  
 DS0066  ___________________________________________________________________
 DS0066  LAPLACE CORR-           5.93  (seconds)                    DEFLEC99
 DS0066  GEOID HEIGHT-         -22.10  (meters)                     GEOID03
 DS0066  DYNAMIC HT  -        1501.824 (meters)    4927.23  (feet)  COMP
 DS0066  MODELED GRAV-     979,141.5   (mgal)                       NAVD 88
 DS0066
 DS0066  HORZ ORDER  -  FIRST
 DS0066  VERT ORDER  -  SECOND    CLASS 0
 DS0066
 DS0066.The horizontal coordinates were established by classical geodetic methods
 DS0066.and adjusted by the National Geodetic Survey in December 1993..
 DS0066
 DS0066.The orthometric height was determined by differential leveling
 DS0066.and adjusted by the National Geodetic Survey in June 1991..
 DS0066
 DS0066.The Laplace correction was computed from DEFLEC99 derived deflections.
 DS0066
 DS0066.The geoid height was determined by GEOID03.
 DS0066
 DS0066.The dynamic height is computed by dividing the NAVD 88
 DS0066.geopotential number by the normal gravity value computed on the
 DS0066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0066.degrees latitude (g = 980.6199 gals.).
 DS0066
 DS0066.The modeled gravity was interpolated from observed gravity values.
 DS0066
 DS0066;                    North         East     Units Scale Factor Converg.
 DS0066;SPC NM C     -   286,388.639   478,528.182   MT  0.99990568   -0 07 40.6
 DS0066;SPC NM C     -   939,593.39  1,569,971.21   sFT  0.99990568   -0 07 40.6
 DS0066;UTM  13      - 3,716,863.758   362,532.374   MT  0.99983298   -0 49 10.2
 DS0066
 DS0066!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS0066!SPC NM C     -   0.99976741  x   0.99990568  =   0.99967311
 DS0066!UTM  13      -   0.99976741  x   0.99983298  =   0.99960043
 DS0066
 DS0066|---------------------------------------------------------------------|
 DS0066| PID    Reference Object                     Distance      Geod. Az  |
 DS0066|                                                           dddmmss.s |
 DS0066| DS0067 GUS 2 RM 1                            3.477 METERS 02807     |
 DS0066| DS0063 GUS                                  73.410 METERS 04418     |
 DS0066| DS0068 GUS 2 RM 2                            5.830 METERS 11248     |
 DS0066| DS0742 CRATER SOUTH BASE                   APPROX. 2.3 KM 2801935.2 |
 DS0066|---------------------------------------------------------------------|
 DS0066
 DS0066                          SUPERSEDED SURVEY CONTROL
 DS0066
 DS0066  NAD 83(1986)-  33 34 57.48446(N)    106 28 52.73687(W) AD(       ) 1
 DS0066  NAD 27      -  33 34 57.22156(N)    106 28 50.70236(W) AD(       ) 1
 DS0066  NGVD 29 (??/??/92) 1503.317  (m)         4932.13   (f) ADJ UNCH    2 0
 DS0066
 DS0066.Superseded values are not recommended for survey control.
 DS0066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0066.See file dsdata.txt to determine how the superseded data were derived.
 DS0066
 DS0066_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT6253216864(NAD 83)
 DS0066_MARKER: DS = TRIANGULATION STATION DISK
 DS0066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0066_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0066_STAMPING: GUS 2 1967
 DS0066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0066+STABILITY: SURFACE MOTION
 DS0066
 DS0066  HISTORY     - Date     Condition        Report By
 DS0066  HISTORY     - 1968     MONUMENTED       CGS
 DS0066  HISTORY     - 1968     GOOD             NGS
 DS0066
 DS0066                          STATION DESCRIPTION
 DS0066
 DS0066'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JCC)
 DS0066'THE STATION IS LOCATED IN THE 90 MILE AREA OF THE WHITE SANDS MISSILE
 DS0066'RANGE, ABOUT 19 MILES SOUTHEAST OF STALLION RANGE CENTER, 3-1/2
 DS0066'MILES NORTHWEST OF MOCKINGBIRD GAP AND 36 MILES WEST AND 4-1/2 MILES
 DS0066'SOUTH OF CARRIZOZO.
 DS0066'
 DS0066'TO REACH THE STATION FROM THE HEADQUARTERS BUILDING (34200) AT
 DS0066'STALLION RANGE CENTER, GO SOUTHEAST ON RANGE ROAD 7 FOR 16.9 MILES
 DS0066'TO A MAIN ROAD, CONTINUE SOUTHEAST ON RANGE ROAD 7 FOR 1.1 MILES TO
 DS0066'THE AZIMUTH MARK ON THE RIGHT, CONTINUE SOUTHEAST ON RANGE ROAD 7
 DS0066'FOR 0.6 MILE TO A SIDE ROAD RIGHT, TURN RIGHT AND CONTINUE IN A
 DS0066'WESTERLY DIRECTION 0.5 MILE TO THE STATION.
 DS0066'
 DS0066'THE STATION IS A STANDARD DISK SET IN A 8 X 8 INCH SQUARE CONCRETE
 DS0066'POST, 108 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF BUILDING
 DS0066'S-34820, 10 FEET SOUTHWEST OF THE CENERLINE OF A CONCRETE PEDESTAL,
 DS0066'IN THE CENTER OF A 15 X 15 FOOT CONCRETE PAD, AND 2-1/2 FEET
 DS0066'EAST OF A WITNESS POST, STAMPED GUS 2 1967 AND PROJECTS 6
 DS0066'INCHES.
 DS0066'
 DS0066'REFERENCE MARK 1 IS A STANDARD DISK SET FLUSH IN A DRILL HOLE IN THE
 DS0066'NORTHWEST CORNER OF A 15 X 15 FOOT CONCRETE PAD, WITH A PEDESTAL IN
 DS0066'THE CENTER, 8.5 FEET NORTHWEST OF THE CENTERLINE OF THE PEDESTAL,
 DS0066'AND 12 FEET NORTHEAST OF A WITNESS POST, STAMPED GUS 2 NO 1 1967.
 DS0066'
 DS0066'REFERENCE MARK 2 IS A STANDARD DISK SET FLUSH IN A DRILL HOLE IN THE
 DS0066'SOUTHEAST CORNER OF A 15 X 15 FOOT CONCRETE PAD, WITH A PEDESTAL IN
 DS0066'THE CENTER, 13 FEET SOUTHEAST OF THE CENTERLINE OF THE PEDESTAL,
 DS0066'AND 21.5 FEET EAST OF A WITNESS POST, STAMPED GUS 2 NO 2 1967.
 DS0066'
 DS0066'THE AZIMUTH MARK IS A STANDARD BENCH MARK DISK SET IN A ROUND
 DS0066'CONCRETE POST, 50 FEET SOUTHWEST OF THE CENTERLINE OF RANGE ROAD 7, 3
 DS0066'FEET EAST-SOUTHEAST OF A WOODEN WITNESS POST, 190 FEET WEST OF
 DS0066'THE SOUTH END OF A CULVERT, STAMPED H 235 1952 AND PROJECTS 1
 DS0066'INCH.
 DS0066'
 DS0066'DISTANCE BETWEEN REFERENCE MARKS CANNOT BE MEASURED BECAUSE OF THE
 DS0066'PEDESTAL IN THE 15 X 15 FOOT CONCRETE PAD.
 DS0066
 DS0066                          STATION RECOVERY (1968)
 DS0066
 DS0066'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 DS0066'17.9 MI SE FROM STALLION RANGE CENTER.
 DS0066'ABOUT 18.6 MILES SOUTHEAST ALONG WHITE SANDS MISSILE RANGE ROUTE 7
 DS0066'FROM THE HEADQUARTERS BUILDING AT STALLION RANGE CENTER TO A SIDE ROAD
 DS0066'RIGHT, TURN RIGHT AND CONTINUE WESTERLY 0.5 MILE, IN S 25, T 8 S, R 4
 DS0066'E, 108 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF BUILDING S-34820, 10
 DS0066'FEET SOUTHWEST OF THE CENTERLINE OF A CONCRETE PEDESTAL, 2-1/2 FEET
 DS0066'EAST OF A WITNESS POST AND IS SET IN A 8 INCH SQUARE CONCRETE POST
 DS0066'THAT PROJECTS 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0067 ***********************************************************************
 DS0067  DESIGNATION -  GUS 2 RM 1
 DS0067  PID         -  DS0067
 DS0067  STATE/COUNTY-  NM/SOCORRO
 DS0067  USGS QUAD   -  MOCKINGBIRD GAP (1982)
 DS0067
 DS0067                         *CURRENT SURVEY CONTROL
 DS0067  ___________________________________________________________________
 DS0067* NAD 83(1986)-  33 34 57.     (N)    106 28 52.     (W)     SCALED    
 DS0067* NAVD 88     -      1503.803  (meters)    4933.73   (feet)  ADJUSTED  
 DS0067  ___________________________________________________________________
 DS0067  GEOID HEIGHT-         -22.10  (meters)                     GEOID03
 DS0067  DYNAMIC HT  -        1501.633 (meters)    4926.61  (feet)  COMP
 DS0067  MODELED GRAV-     979,141.5   (mgal)                       NAVD 88
 DS0067
 DS0067  VERT ORDER  -  SECOND    CLASS 0
 DS0067
 DS0067.The horizontal coordinates were scaled from a topographic map and have
 DS0067.an estimated accuracy of +/- 6 seconds.
 DS0067
 DS0067.The orthometric height was determined by differential leveling
 DS0067.and adjusted by the National Geodetic Survey in June 1991..
 DS0067
 DS0067.The geoid height was determined by GEOID03.
 DS0067
 DS0067.The dynamic height is computed by dividing the NAVD 88
 DS0067.geopotential number by the normal gravity value computed on the
 DS0067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0067.degrees latitude (g = 980.6199 gals.).
 DS0067
 DS0067.The modeled gravity was interpolated from observed gravity values.
 DS0067
 DS0067;                    North         East    Units  Estimated Accuracy
 DS0067;SPC NM C     -   286,370.      478,550.      MT  (+/- 180 meters Scaled)
 DS0067
 DS0067                          SUPERSEDED SURVEY CONTROL
 DS0067
 DS0067  NGVD 29 (??/??/92) 1503.127  (m)         4931.51   (f) ADJ UNCH    2 0
 DS0067
 DS0067.Superseded values are not recommended for survey control.
 DS0067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0067.See file dsdata.txt to determine how the superseded data were derived.
 DS0067
 DS0067_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT625168(NAD 83)
 DS0067_MARKER: DR = REFERENCE MARK DISK
 DS0067_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DS0067_SP_SET: CONCRETE PAD
 DS0067_STAMPING: GUS 2 NO 1 1967
 DS0067_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DS0067
 DS0067  HISTORY     - Date     Condition        Report By
 DS0067  HISTORY     - 1967     MONUMENTED       CGS
 DS0067  HISTORY     - 1968     GOOD             NGS
 DS0067
 DS0067                          STATION DESCRIPTION
 DS0067
 DS0067'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 DS0067'17.9 MI SE FROM STALLION RANGE CENTER.
 DS0067'ABOUT 18.6 MILES SOUTHEAST ALONG WHITE SANDS MISSILE RANGE ROUTE 7
 DS0067'FROM THE HEADQUARTERS BUILDING AT STALLION RANGE CENTER TO A SIDE ROAD
 DS0067'RIGHT, TURN RIGHT AND CONTINUE WESTERLY 0.5 MILE, IN S 25, T 8 S, R 4
 DS0067'E, IN THE NORTHWEST CORNER OF A 15X15 FOOT CONCRETE PAD, WITH A
 DS0067'PEDESTAL IN THE CENTER, 8.5 FEET NORTHWEST OF THE CENTERLINE OF THE
 DS0067'PEDESTAL, 12 FEET NORTHWEST OF A WITNESS POST, AND IS SET FLUSH IN A
 DS0067'DRILL HOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0068 ***********************************************************************
 DS0068  DESIGNATION -  GUS 2 RM 2
 DS0068  PID         -  DS0068
 DS0068  STATE/COUNTY-  NM/SOCORRO
 DS0068  USGS QUAD   -  MOCKINGBIRD GAP (1982)
 DS0068
 DS0068                         *CURRENT SURVEY CONTROL
 DS0068  ___________________________________________________________________
 DS0068* NAD 83(1992)-  33 34 57.40414(N)    106 28 52.52591(W)     ADJUSTED  
 DS0068* NAVD 88     -      1503.782  (meters)    4933.66   (feet)  ADJUSTED  
 DS0068  ___________________________________________________________________
 DS0068  LAPLACE CORR-           5.93  (seconds)                    DEFLEC99
 DS0068  GEOID HEIGHT-         -22.10  (meters)                     GEOID03
 DS0068  DYNAMIC HT  -        1501.613 (meters)    4926.54  (feet)  COMP
 DS0068  MODELED GRAV-     979,141.5   (mgal)                       NAVD 88
 DS0068
 DS0068  HORZ ORDER  -  SECOND
 DS0068  VERT ORDER  -  SECOND    CLASS 0
 DS0068
 DS0068.The horizontal coordinates were established by classical geodetic methods
 DS0068.and adjusted by the National Geodetic Survey in December 1993..
 DS0068
 DS0068.The orthometric height was determined by differential leveling
 DS0068.and adjusted by the National Geodetic Survey in June 1991..
 DS0068
 DS0068.The Laplace correction was computed from DEFLEC99 derived deflections.
 DS0068
 DS0068.The geoid height was determined by GEOID03.
 DS0068
 DS0068.The dynamic height is computed by dividing the NAVD 88
 DS0068.geopotential number by the normal gravity value computed on the
 DS0068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0068.degrees latitude (g = 980.6199 gals.).
 DS0068
 DS0068.The modeled gravity was interpolated from observed gravity values.
 DS0068
 DS0068;                    North         East     Units Scale Factor Converg.
 DS0068;SPC NM C     -   286,386.369   478,533.552   MT  0.99990568   -0 07 40.5
 DS0068;SPC NM C     -   939,585.95  1,569,988.83   sFT  0.99990568   -0 07 40.5
 DS0068;UTM  13      - 3,716,861.423   362,537.715   MT  0.99983296   -0 49 10.1
 DS0068
 DS0068!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS0068!SPC NM C     -   0.99976744  x   0.99990568  =   0.99967315
 DS0068!UTM  13      -   0.99976744  x   0.99983296  =   0.99960044
 DS0068
 DS0068|---------------------------------------------------------------------|
 DS0068| PID    Reference Object                     Distance      Geod. Az  |
 DS0068|                                                           dddmmss.s |
 DS0068| DS0063 GUS                                  71.479 METERS 03956     |
 DS0068| DS0066 GUS 2                                 5.830 METERS 29248     |
 DS0068|---------------------------------------------------------------------|
 DS0068
 DS0068                          SUPERSEDED SURVEY CONTROL
 DS0068
 DS0068  NAD 83(1986)-  33 34 57.41115(N)    106 28 52.52844(W) AD(       ) 2
 DS0068  NAD 27      -  33 34 57.14711(N)    106 28 50.49028(W) AD(       ) 2
 DS0068  NGVD 29 (??/??/92) 1503.106  (m)         4931.44   (f) ADJ UNCH    2 0
 DS0068
 DS0068.Superseded values are not recommended for survey control.
 DS0068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0068.See file dsdata.txt to determine how the superseded data were derived.
 DS0068
 DS0068_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT6253816861(NAD 83)
 DS0068_MARKER: DR = REFERENCE MARK DISK
 DS0068_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DS0068_SP_SET: CONCRETE PAD
 DS0068_STAMPING: GUS 2 NO 2 1967
 DS0068_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DS0068
 DS0068  HISTORY     - Date     Condition        Report By
 DS0068  HISTORY     - 1967     MONUMENTED       CGS
 DS0068  HISTORY     - 1968     GOOD             NGS
 DS0068
 DS0068                          STATION DESCRIPTION
 DS0068
 DS0068'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (JCC)
 DS0068'THE STATION IS LOCATED IN THE 90 MILE AREA OF THE WHITE SANDS
 DS0068'MISSILE RANGE, ABOUT 19 MILES SOUTHEAST OF STALLION RANGE CENTER,
 DS0068'3-1/2 MILES NORTHWEST OF MOCKINGBIRD GAP AND 36 MILES WEST AND
 DS0068'4-1/2 MILES SOUTH OF CARRIZOZO.
 DS0068'
 DS0068'TO REACH THE STATION FROM THE HEADQUARTERS BUILDING (34200) AT
 DS0068'STALLION RANGE CENTER, GO SOUTHEAST ON RANGE ROAD 7 FOR 16.9 MILES
 DS0068'TO A MAIN CROSS ROAD, CONTINUE SOUTHEAST ON RANGE ROAD 7 FOR 1.1
 DS0068'MILES TO THE AZIMUTH MARK ON THE RIGHT, CONTINUE SOUTHEAST ON RANGE
 DS0068'ROAD 7 FOR 0.6 MILE TO A SIDE ROAD RIGHT, TURN RIGHT AND CONTINUE
 DS0068'IN A WESTERLY DIRECTION 0.5 MILE TO THE STATION.
 DS0068'
 DS0068'REFERENCE MARK 2 IS A STANDARD DISK SET FLUSH IN A DRILL HOLE IN THE
 DS0068'SOUTHEAST CORNER OF A 15 X 15 FOOT CONCRETE PAD, WITH A PEDESTAL IN
 DS0068'THE CENTER, 13 FEET SOUTHEAST OF THE CENTERLINE OF THE PEDESTAL,
 DS0068'AND 21.5 FEET EAST OF A WITNESS POST, STAMPED GUS 2 NO 2 1967.
 DS0068
 DS0068                          STATION RECOVERY (1968)
 DS0068
 DS0068'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 DS0068'17.9 MI SE FROM STALLION RANGE CENTER.
 DS0068'ABOUT 18.6 MILES SOUTHEAST ALONG WHITE SANDS MISSILE RANGE ROUTE 7
 DS0068'FROM THE HEADQUARTERS BUILDING AT STALLION RANGE CENTER TO A SIDE ROAD
 DS0068'RIGHT, TURN RIGHT AND CONTINUE WESTERLY 0.5 MILE, IN S 25, T 8 S, R 4
 DS0068'E, IN THE SOUTHEAST CORNER OF A 15X15 FOOT CONCRETE PAD, WITH A
 DS0068'PEDESTAL IN THE CENTER, 13 FEET SOUTHEAST OF THE CENTERLINE OF THE
 DS0068'PEDESTAL, 21.5 FEET EAST OF A WITNESS POST AND IS SET FLUSH IN A DRILL
 DS0068'HOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0065 ***********************************************************************
 DS0065  DESIGNATION -  GUS RM 1
 DS0065  PID         -  DS0065
 DS0065  STATE/COUNTY-  NM/SOCORRO
 DS0065  USGS QUAD   -  MOCKINGBIRD GAP (1982)
 DS0065
 DS0065                         *CURRENT SURVEY CONTROL
 DS0065  ___________________________________________________________________
 DS0065* NAD 83(1986)-  33 34 59.     (N)    106 28 49.     (W)     SCALED    
 DS0065* NAVD 88     -      1502.272  (meters)    4928.70   (feet)  ADJUSTED  
 DS0065  ___________________________________________________________________
 DS0065  GEOID HEIGHT-         -22.10  (meters)                     GEOID03
 DS0065  DYNAMIC HT  -        1500.105 (meters)    4921.59  (feet)  COMP
 DS0065  MODELED GRAV-     979,141.5   (mgal)                       NAVD 88
 DS0065
 DS0065  VERT ORDER  -  SECOND    CLASS 0
 DS0065
 DS0065.The horizontal coordinates were scaled from a topographic map and have
 DS0065.an estimated accuracy of +/- 6 seconds.
 DS0065
 DS0065.The orthometric height was determined by differential leveling
 DS0065.and adjusted by the National Geodetic Survey in June 1991..
 DS0065
 DS0065.The geoid height was determined by GEOID03.
 DS0065
 DS0065.The dynamic height is computed by dividing the NAVD 88
 DS0065.geopotential number by the normal gravity value computed on the
 DS0065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0065.degrees latitude (g = 980.6199 gals.).
 DS0065
 DS0065.The modeled gravity was interpolated from observed gravity values.
 DS0065
 DS0065;                    North         East    Units  Estimated Accuracy
 DS0065;SPC NM C     -   286,440.      478,630.      MT  (+/- 180 meters Scaled)
 DS0065
 DS0065                          SUPERSEDED SURVEY CONTROL
 DS0065
 DS0065  NGVD 29 (??/??/92) 1501.596  (m)         4926.49   (f) ADJ UNCH    2 0
 DS0065
 DS0065.Superseded values are not recommended for survey control.
 DS0065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0065.See file dsdata.txt to determine how the superseded data were derived.
 DS0065
 DS0065_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT626169(NAD 83)
 DS0065_MARKER: DR = REFERENCE MARK DISK
 DS0065_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0065_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0065_STAMPING: GUS RM 1
 DS0065_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0065+STABILITY: SURFACE MOTION
 DS0065
 DS0065  HISTORY     - Date     Condition        Report By
 DS0065  HISTORY     - UNK      MONUMENTED       WSMR
 DS0065  HISTORY     - 1968     GOOD             NGS
 DS0065
 DS0065                          STATION DESCRIPTION
 DS0065
 DS0065'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 DS0065'17.9 MI SE FROM STALLION RANGE CENTER.
 DS0065'ABOUT 18.6 MILES SOUTHEAST ALONG WHITE SANDS MISSILE RANGE ROUTE 7
 DS0065'FROM THE HEADQUARTERS BUILDING AT STALLION RANGE CENTER TO A SIDE ROAD
 DS0065'RIGHT, TURN RIGHT AND GO WESTERLY 0.5 MILE, IN S 25, T8S, R4E, 138
 DS0065'FEET NORTHEAST OF THE NORTHEAST CORNER OF A CONCRETE PAD OF THE EAST
 DS0065'ASTRODOME, 99 FEET NORTH OF GUS RM 1 AND IS SET IN THE TOP OF A 6 INCH
 DS0065'CONCRETE CYLINDER THAT PROJECTS 6 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0064 ***********************************************************************
 DS0064  DESIGNATION -  GUS RM 2
 DS0064  PID         -  DS0064
 DS0064  STATE/COUNTY-  NM/SOCORRO
 DS0064  USGS QUAD   -  MOCKINGBIRD GAP (1982)
 DS0064
 DS0064                         *CURRENT SURVEY CONTROL
 DS0064  ___________________________________________________________________
 DS0064* NAD 83(1986)-  33 34 57.     (N)    106 28 51.     (W)     SCALED    
 DS0064* NAVD 88     -      1503.116  (meters)    4931.47   (feet)  ADJUSTED  
 DS0064  ___________________________________________________________________
 DS0064  GEOID HEIGHT-         -22.10  (meters)                     GEOID03
 DS0064  DYNAMIC HT  -        1500.947 (meters)    4924.36  (feet)  COMP
 DS0064  MODELED GRAV-     979,141.5   (mgal)                       NAVD 88
 DS0064
 DS0064  VERT ORDER  -  SECOND    CLASS 0
 DS0064
 DS0064.The horizontal coordinates were scaled from a topographic map and have
 DS0064.an estimated accuracy of +/- 6 seconds.
 DS0064
 DS0064.The orthometric height was determined by differential leveling
 DS0064.and adjusted by the National Geodetic Survey in June 1991..
 DS0064
 DS0064.The geoid height was determined by GEOID03.
 DS0064
 DS0064.The dynamic height is computed by dividing the NAVD 88
 DS0064.geopotential number by the normal gravity value computed on the
 DS0064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0064.degrees latitude (g = 980.6199 gals.).
 DS0064
 DS0064.The modeled gravity was interpolated from observed gravity values.
 DS0064
 DS0064;                    North         East    Units  Estimated Accuracy
 DS0064;SPC NM C     -   286,370.      478,570.      MT  (+/- 180 meters Scaled)
 DS0064
 DS0064                          SUPERSEDED SURVEY CONTROL
 DS0064
 DS0064  NGVD 29 (??/??/92) 1502.439  (m)         4929.25   (f) ADJ UNCH    2 0
 DS0064
 DS0064.Superseded values are not recommended for survey control.
 DS0064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0064.See file dsdata.txt to determine how the superseded data were derived.
 DS0064
 DS0064_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT625168(NAD 83)
 DS0064_MARKER: DR = REFERENCE MARK DISK
 DS0064_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0064_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0064_STAMPING: GUS RM 2
 DS0064_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0064+STABILITY: SURFACE MOTION
 DS0064
 DS0064  HISTORY     - Date     Condition        Report By
 DS0064  HISTORY     - UNK      MONUMENTED       WSMR
 DS0064  HISTORY     - 1968     GOOD             NGS
 DS0064
 DS0064                          STATION DESCRIPTION
 DS0064
 DS0064'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 DS0064'17.9 MI SE FROM STALLION RANGE CENTER.
 DS0064'ABOUT 18.6 MILES SOUTHEAST ALONG WHITE SANDS MISSILE RANGE ROUTE 7
 DS0064'FROM THE HEADQUARTERS BUILDING AT STALLION RANGE CENTER TO A SIDE ROAD
 DS0064'RIGHT, TURN RIGHT AND CONTINUE WESTERLY 0.5 MILE, IN S 25, T 8 S, R 4
 DS0064'E, 117 FEET EAST OF THE SOUTHEAST CORNER OF A CONCRETE PAD FOR THE
 DS0064'EAST ASTRODOME, 99 FEET SOUTH OF GUS RM 1, SET IN THE TOP OF A 6 INCH
 DS0064'CONCRETE CYLINDER AND IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS1135 ***********************************************************************
 DS1135  DESIGNATION -  GUY
 DS1135  PID         -  DS1135
 DS1135  STATE/COUNTY-  NM/LINCOLN
 DS1135  USGS QUAD   -  OSCURA PEAK (1982)
 DS1135
 DS1135                         *CURRENT SURVEY CONTROL
 DS1135  ___________________________________________________________________
 DS1135* NAD 83(1992)-  33 38 24.90671(N)    106 18 22.79631(W)     ADJUSTED  
 DS1135* NAVD 88     -      1753.6    (meters)    5753.     (feet)  VERTCON   
 DS1135  ___________________________________________________________________
 DS1135  LAPLACE CORR-          -0.92  (seconds)                    DEFLEC99
 DS1135  GEOID HEIGHT-         -21.47  (meters)                     GEOID03
 DS1135
 DS1135  HORZ ORDER  -  FIRST
 DS1135
 DS1135.The horizontal coordinates were established by classical geodetic methods
 DS1135.and adjusted by the National Geodetic Survey in December 1993..
 DS1135
 DS1135.The NAVD 88 height was computed by applying the VERTCON shift value to
 DS1135.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DS1135
 DS1135.The Laplace correction was computed from DEFLEC99 derived deflections.
 DS1135
 DS1135.The geoid height was determined by GEOID03.
 DS1135
 DS1135;                    North         East     Units Scale Factor Converg.
 DS1135;SPC NM C     -   292,756.308   494,774.438   MT  0.99990034   -0 01 52.3
 DS1135;SPC NM C     -   960,484.65  1,623,272.47   sFT  0.99990034   -0 01 52.3
 DS1135;UTM  13      - 3,723,034.142   378,852.788   MT  0.99978094   -0 43 25.6
 DS1135
 DS1135!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS1135!SPC NM C     -   0.99972814  x   0.99990034  =   0.99962851
 DS1135!UTM  13      -   0.99972814  x   0.99978094  =   0.99950914
 DS1135
 DS1135:                Primary Azimuth Mark                     Grid Az
 DS1135:SPC NM C     -  GUY AZ MK                                093 49 36.2
 DS1135:UTM  13      -  GUY AZ MK                                094 31 09.5
 DS1135
 DS1135|---------------------------------------------------------------------|
 DS1135| PID    Reference Object                     Distance      Geod. Az  |
 DS1135|                                                           dddmmss.s |
 DS1135| CD2975 GUY AZ MK                                          0934743.9 |
 DS1135| CD2976 GUY RM 1                              6.366 METERS 18428     |
 DS1135| DS1136 4 F 930                               4.255 METERS 29734     |
 DS1135|---------------------------------------------------------------------|
 DS1135
 DS1135                          SUPERSEDED SURVEY CONTROL
 DS1135
 DS1135  NAD 83(1986)-  33 38 24.91370(N)    106 18 22.79902(W) AD(       ) 1
 DS1135  NAD 27      -  33 38 24.64339(N)    106 18 20.78864(W) AD(       ) 1
 DS1135  NGVD 29 (07/19/86) 1752.8    (m)         5751.     (f) VERT ANG       
 DS1135
 DS1135.Superseded values are not recommended for survey control.
 DS1135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS1135.See file dsdata.txt to determine how the superseded data were derived.
 DS1135
 DS1135_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT7885323034(NAD 83)
 DS1135_MARKER: DS = TRIANGULATION STATION DISK
 DS1135_SETTING: 66 = SET IN ROCK OUTCROP
 DS1135
 DS1135  HISTORY     - Date     Condition        Report By
 DS1135  HISTORY     - 1967     MONUMENTED       CGS
 DS1135  HISTORY     - 1968     GOOD             CGS
 DS1135
 DS1135                          STATION DESCRIPTION
 DS1135
 DS1135'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (JWC)
 DS1135'THE STATION IS ABOUT 25 MILES WEST OF CARRIZOZO, 18 MILES NORTHWEST
 DS1135'OF OSCURO, AND ON THE HIGHEST POINT OF A LOW ROCKY HILL THAT SLOPES
 DS1135'GRADUALLY TO THE EAST.
 DS1135'
 DS1135'TO REACH THE STATION FROM THE POST OFFICE IN THREE RIVERS, GO
 DS1135'NORTH ON U. S. HIGHWAY 54 FOR 11.1 MILES TO A GRAVELED ROAD ON THE
 DS1135'LEFT AT OSCURO.  TURN LEFT AND GO WEST ON THE GRAVELED ROAD FOR
 DS1135'6.15 MILES TO A LOCKED GATE.  PASS THROUGH THE GATE AND CONTINUE
 DS1135'WEST FOR 0.85 MILE TO A GUARD SHACK AND ROAD ON THE RIGHT.
 DS1135'CONTINUE WESTERLY FOR 0.65 MILE TO A ROAD ON THE RIGHT.  TURN RIGHT
 DS1135'AND GO NORTHERLY ON A GRADED ROAD FOR 5.5 MILES TO A ROAD ON THE
 DS1135'LEFT.  TURN LEFT AND GO WEST-NORTHWEST FOR 4.85 MILES TO A FORK.
 DS1135'TAKE THE LEFT FORK AND GO NORTHWEST FOR 2.0 MILES TO A DIM TRACK
 DS1135'ROAD ON THE RIGHT.  TURN RIGHT ON THE DIM TRACK ROAD AND GO
 DS1135'NORTH, KEEPING ON THE EAST SIDE OF THE HILLS FOR 0.35 MILE TO A
 DS1135'WASH.  CROSS THE WASH AND GO NORTHEAST ON THE DIM TRACK
 DS1135'ROAD FOR 0.25 MILE TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE
 DS1135'NORTHEAST FOR 0.05 MILE, THEN WESTERLY UP STEEP SLOPE FOR 0.4
 DS1135'MILE TO THE HIGHEST POINT OF THE HILL AND THE STATION.
 DS1135'
 DS1135'THE STATION MARK IS A STANDARD DISK, STAMPED GUY 1966, CEMENTED IN A
 DS1135'DRILL HOLE IN 1 BY 2 FOOT ROCK OUTCROP, THAT PROJECTS 1 INCH ABOVE
 DS1135'THE GROUND.  IT IS 11 FEET EAST OF THE WEST EDGE OF THE HILL AND 7
 DS1135'FEET EAST OF A WITNESS POST.
 DS1135'
 DS1135'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED GUY NO 1 1966,
 DS1135'CEMENTED IN A DRILL HOLE IN A 2 BY 3 FOOT ROCK OUTCROP, THAT IS
 DS1135'FLUSH WITH THE GROUND.  IT IS 21 FEET SOUTH OF THE WITNESS POST, 2
 DS1135'FEET EAST OF THE WEST EDGE OF THE HILL AND ABOUT 1 FOOT HIGHER IN
 DS1135'ELEVATION THAN THE STATION.
 DS1135'
 DS1135'4 F 930 (AMS) IS A BRONZE DISK OF THE ARMY MAP SERVICE STAMPED 4 F
 DS1135'930 1947, CEMENTED IN A DRILL HOLE IN 2 BY 3 FOOT ROCK OUTCROP, THAT
 DS1135'PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS 8.4 FEET NORTH OF THE
 DS1135'WITNESS POST, 4 FEET EAST OF THE WEST EDGE OF THE HILL AND ABOUT 1
 DS1135'FOOT HIGHER IN ELEVATION THAN THE STATION.
 DS1135'
 DS1135'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED GUY 1966, CEMENTED IN
 DS1135'A DRILL HOLE IN 2 BY 3 FOOT ROCK OUTCROP, THAT PROJECTS 2 INCHES
 DS1135'ABOVE THE GROUND.  IT IS 40 FEET WEST OF THE CENTERLINE OF A TRACK
 DS1135'ROAD AND 3 FEET NORTH OF A WITNESS POST.
 DS1135
 DS1135                          STATION RECOVERY (1968)
 DS1135
 DS1135'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JBJ)
 DS1135'THE STATION MARK, REFERENCE MARK 1, 4 F 930 AMS AND THE AZIMUTH
 DS1135'MARK WERE RECOVERED AS PREVIOUSLY DESCRIBED IN 1967 BY J.W.
 DS1135'CARPENTER.
 DS1135'
 DS1135'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--18 MILES NORTHWEST
 DS1135'OF OSCURO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1449 ***********************************************************************
 GL1449  DESIGNATION -  GUY
 GL1449  PID         -  GL1449
 GL1449  STATE/COUNTY-  NM/UNION
 GL1449  USGS QUAD   -  GUY (1972)
 GL1449
 GL1449                         *CURRENT SURVEY CONTROL
 GL1449  ___________________________________________________________________
 GL1449* NAD 83(1992)-  36 49 03.22011(N)    103 28 12.69193(W)     ADJUSTED  
 GL1449* NAVD 88     -      1764.1    (meters)    5788.     (feet)  VERTCON   
 GL1449  ___________________________________________________________________
 GL1449  LAPLACE CORR-          -7.19  (seconds)                    DEFLEC99
 GL1449  GEOID HEIGHT-         -20.68  (meters)                     GEOID03
 GL1449
 GL1449  HORZ ORDER  -  FIRST
 GL1449
 GL1449.The horizontal coordinates were established by classical geodetic methods
 GL1449.and adjusted by the National Geodetic Survey in December 1993..
 GL1449
 GL1449.The NAVD 88 height was computed by applying the VERTCON shift value to
 GL1449.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GL1449
 GL1449.The Laplace correction was computed from DEFLEC99 derived deflections.
 GL1449
 GL1449.The geoid height was determined by GEOID03.
 GL1449
 GL1449;                    North         East     Units Scale Factor Converg.
 GL1449;SPC NM E     -   645,579.281   242,006.630   MT  0.99998212   +0 31 02.2
 GL1449;SPC NM E     - 2,118,038.02    793,983.42   sFT  0.99998212   +0 31 02.2
 GL1449;UTM  13      - 4,075,725.899   636,445.404   MT  0.99982936   +0 55 00.9
 GL1449
 GL1449!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GL1449!SPC NM E     -   0.99972648  x   0.99998212  =   0.99970860
 GL1449!UTM  13      -   0.99972648  x   0.99982936  =   0.99955588
 GL1449
 GL1449|---------------------------------------------------------------------|
 GL1449| PID    Reference Object                     Distance      Geod. Az  |
 GL1449|                                                           dddmmss.s |
 GL1449| CM8227 GUY RM 1                             29.406 METERS 10614     |
 GL1449| CM8228 GUY RM 2                             18.086 METERS 21657     |
 GL1449| CM8226 GUY AZ MK                                          3465649.9 |
 GL1449|---------------------------------------------------------------------|
 GL1449
 GL1449                          SUPERSEDED SURVEY CONTROL
 GL1449
 GL1449  NAD 83(1992)-  36 49 03.22768(N)    103 28 12.68773(W) AD(       ) 1
 GL1449  NAD 83(1986)-  36 49 03.22616(N)    103 28 12.68598(W) AD(       ) 1
 GL1449  NAD 27      -  36 49 03.14900(N)    103 28 10.87800(W) AD(       ) 1
 GL1449  NGVD 29 (07/19/86) 1763.2    (m)         5785.     (f) VERT ANG       
 GL1449
 GL1449.Superseded values are not recommended for survey control.
 GL1449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1449.See file dsdata.txt to determine how the superseded data were derived.
 GL1449
 GL1449_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA3644575726(NAD 83)
 GL1449_MARKER: DS = TRIANGULATION STATION DISK
 GL1449_SETTING: 66 = SET IN ROCK OUTCROP
 GL1449
 GL1449  HISTORY     - Date     Condition        Report By
 GL1449  HISTORY     - 1945     MONUMENTED       CGS
 GL1449  HISTORY     - 1970     GOOD             NGS
 GL1449
 GL1449                          STATION DESCRIPTION
 GL1449
 GL1449'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (CAE)
 GL1449'STATION IS LOCATED ON THE HIGHEST POINT AND THE APPROXIMATE
 GL1449'NE EDGE OF THE HIGHEST MESA IN THE VICINITY OF GUY.  IN
 GL1449'APPROXIMATE AIR LINE DISTANCES IT IS LOCATED, 22 MILES E OF
 GL1449'FOLSOM, 20 MILES ENE OF DES MOINES, 13 MILES SSW OF VALLEY,
 GL1449'AND 2 MILES W OF GUY.
 GL1449'
 GL1449'TO REACH THE STATION FROM THE GUY POST OFFICE (WHICH IS
 GL1449'LOCATED 37 MILES NW OF CLAYTON AND 30 MILES E OF DES MOINES),
 GL1449'GO N ON THE MAIN TRAVELED GRAVELED ROAD FOR 0.4 MILE TO A FORK.
 GL1449'TAKE THE LEFT FORK AND GO 1.45 MILES TO A FORK.  TAKE THE LEFT
 GL1449'FORK AGAIN AND GO 1.15 MILES TO A HIGH POST GATE ON THE
 GL1449'LEFT SIDE OF THE ROAD.  TURN LEFT HERE THROUGH THE GATE AND
 GL1449'BEAR SE TOWARDS THE HIGHEST POINT.  GO 0.3 MILE TO A LOW RISE
 GL1449'JUST AFTER CROSSING THE WASH AND THE AZIMUTH MARK NEAR THE
 GL1449'UNPAINTED WITNESS POST ON THE LEFT.  CONTINUE TO BEAR SSE
 GL1449'TO THE HIGHEST POINT, GOING FOR 0.7 MILE TO HIGHEST POINT
 GL1449'AND STATION.
 GL1449'
 GL1449'STATION MARK IS A BRONZE STATION DISK SET IN OUTCROPPING BEDROCK
 GL1449'FLUSH WITH THE SURROUNDING SURFACE.  IT IS LOCATED 16 FEET
 GL1449'E OF A 4-INCH SQUARE UNPAINTED WITNESS POST SET IN A PILE
 GL1449'OF ROCKS.  DISK IS STAMPED GUY 1945.
 GL1449'
 GL1449'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN OUTCROPPING
 GL1449'BEDROCK WHICH PROJECTS 3 INCHES ABOVE THE SURROUNDING SURFACE.
 GL1449'IT IS LOCATED ESE OF THE STATION AND ABOUT 3 FEET LOWER.
 GL1449'DISK IS STAMPED GUY NO 1 1945.
 GL1449'
 GL1449'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN OUTCROPPING
 GL1449'BEDROCK WHICH PROJECTS 2 INCHES ABOVE THE SURROUNDING SURFACE.
 GL1449'IT IS LOCATED SW OF THE STATION AND ABOUT 1 FOOT LOWER.
 GL1449'DISK IS STAMPED GUY NO 2 1945.
 GL1449'
 GL1449'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN OUTCROPPING BEDROCK
 GL1449'WHICH PROJECTS ABOUT 3 INCHES ABOVE THE SURROUNDING SURFACE.
 GL1449'IT IS LOCATED 1/2 MILE NNW OF THE STATION, ABOUT 100
 GL1449'FEET SSE OF THE WASH, AND 7.5 FEET SSE OF A WITNESS POST
 GL1449'WHICH IS 4 INCHES SQUARE, UNPAINTED, AND SET IN A TWO-FOOT
 GL1449'ROCK CAIRN.  DISK IS STAMPED GUY 1945.
 GL1449'
 GL1449'HEIGHT OF LIGHT ABOVE STATION MARK - 1.3 METERS.
 GL1449
 GL1449                          STATION RECOVERY (1970)
 GL1449
 GL1449'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (WOK)
 GL1449'THE STATION MARK, AZIMUTH MARK AND REFERENCE WERE RECOVERED
 GL1449'AND FOUND TO BE IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS1241 ***********************************************************************
 DS1241  DESIGNATION -  GYP
 DS1241  PID         -  DS1241
 DS1241  STATE/COUNTY-  NM/SIERRA
 DS1241  USGS QUAD   -  HARDSCRABBLE MOUNTAINS (1981)
 DS1241
 DS1241                         *CURRENT SURVEY CONTROL
 DS1241  ___________________________________________________________________
 DS1241* NAD 83(1992)-  33 10 46.37388(N)    106 43 21.21379(W)     ADJUSTED  
 DS1241* NAVD 88     -      2435.4    (meters)    7990.     (feet)  VERTCON   
 DS1241  ___________________________________________________________________
 DS1241  LAPLACE CORR-          -0.57  (seconds)                    DEFLEC99
 DS1241  GEOID HEIGHT-         -22.17  (meters)                     GEOID03
 DS1241
 DS1241  HORZ ORDER  -  FIRST
 DS1241
 DS1241.The horizontal coordinates were established by classical geodetic methods
 DS1241.and adjusted by the National Geodetic Survey in December 1993..
 DS1241
 DS1241.The NAVD 88 height was computed by applying the VERTCON shift value to
 DS1241.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DS1241
 DS1241.The Laplace correction was computed from DEFLEC99 derived deflections.
 DS1241
 DS1241.The geoid height was determined by GEOID03.
 DS1241
 DS1241;                    North         East     Units Scale Factor Converg.
 DS1241;SPC NM W     -   242,216.133   933,588.624   MT  1.00004893   +0 36 28.6
 DS1241;SPC NM W     -   794,670.76  3,062,948.68   sFT  1.00004893   +0 36 28.6
 DS1241;UTM  13      - 3,672,513.380   339,402.615   MT  0.99991800   -0 56 34.4
 DS1241
 DS1241!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS1241!SPC NM W     -   0.99962126  x   1.00004893  =   0.99967018
 DS1241!UTM  13      -   0.99962126  x   0.99991800  =   0.99953930
 DS1241
 DS1241|---------------------------------------------------------------------|
 DS1241| PID    Reference Object                     Distance      Geod. Az  |
 DS1241|                                                           dddmmss.s |
 DS1241| CD2979 GYP RM 2                              7.204 METERS 00456     |
 DS1241| CD2977 GYP AZ MK                                          0053832.5 |
 DS1241| DS1224 SALINAS PEAK                        APPROX.22.1 KM 0533003.0 |
 DS1241| CD2978 GYP RM 1                             18.603 METERS 25226     |
 DS1241|---------------------------------------------------------------------|
 DS1241
 DS1241                          SUPERSEDED SURVEY CONTROL
 DS1241
 DS1241  NAD 83(1986)-  33 10 46.38071(N)    106 43 21.21697(W) AD(       ) 1
 DS1241  NAD 27      -  33 10 46.11090(N)    106 43 19.16370(W) AD(       ) 1
 DS1241  NGVD 29 (07/19/86) 2434.7    (m)         7988.     (f) VERT ANG       
 DS1241
 DS1241.Superseded values are not recommended for survey control.
 DS1241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS1241.See file dsdata.txt to determine how the superseded data were derived.
 DS1241
 DS1241_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS3940372513(NAD 83)
 DS1241_MARKER: DS = TRIANGULATION STATION DISK
 DS1241_SETTING: 66 = SET IN ROCK OUTCROP
 DS1241
 DS1241  HISTORY     - Date     Condition        Report By
 DS1241  HISTORY     - 1934     MONUMENTED       CGS
 DS1241  HISTORY     - 1952     GOOD             CGS
 DS1241  HISTORY     - 1968     GOOD             CGS
 DS1241  HISTORY     - 1969     GOOD             CGS
 DS1241
 DS1241                          STATION DESCRIPTION
 DS1241
 DS1241'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (LCJ)
 DS1241'THE STATION IS ABOUT 30 MILES AIR LINE EAST OF HOT SPRINGS,
 DS1241'18 MILES EAST OF ENGLE, ABOUT 2 MILES SOUTH OF THE HOT SPRINGS,
 DS1241'TULAROSA ROAD (STATE HIGHWAY 52), IN T. 13 S., R. 2 E., ON
 DS1241'THE HIGHEST POINT OF A MOUNTAIN WHICH IS LOCALLY KNOWN AS THE
 DS1241'GYP MOUNTAIN.  THE MOUNTAIN DROPS OFF ABRUPTLY TOWARD THE EAST,
 DS1241'AND A LONG RIDGE WITH SCATTERING TIMBER EXTENDS NORTHWESTWARD.
 DS1241'THE STATION AND REFERENCE MARKS ARE STANDARD DISKS SET IN ROCK.
 DS1241'REFERENCE MARK NO. 1 IS 18.82
 DS1241'METERS (61.7 FEET) (SLOPE DISTANCE) FROM THE STATION
 DS1241'S 72 DEG 26 MIN W, AND NO. 2 IS 7.23 METERS (23.7 FEET)
 DS1241'FROM THE STATION S 04 DEG 54 MIN W.
 DS1241
 DS1241                          STATION RECOVERY (1952)
 DS1241
 DS1241'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (RLE)
 DS1241'THE STATION, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 WERE
 DS1241'RECOVERED AND FOUND TO BE IN GOOD CONDITION.  A NEW AZIMUTH
 DS1241'MARK WAS ESTABLISHED.
 DS1241'
 DS1241'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION--
 DS1241'
 DS1241'THE STATION IS LOCATED ABOUT 40 MILES WEST OF TULAROSA AND
 DS1241'ABOUT 30 MILES EAST OF TRUTH OF CONSEQUENCES ON THE HIGHEST
 DS1241'POINT AND EAST EDGE OF GYP MOUNTAIN.  IT IS STAMPED GYP 1934.
 DS1241'
 DS1241'REFERENCE MARK NO. 1 IS ON THE WEST SLOPE OF PEAK, ABOUT 6 FEET
 DS1241'LOWER IN ELEVATION THAN THE STATION AND IS STAMPED GYP NO 1 1934.
 DS1241'
 DS1241'REFERENCE MARK NO. 2 IS NEAR THE EAST EDGE OF PEAK, ABOUT 1 FOOT
 DS1241'LOWER IN ELEVATION THAN THE STATION AND IS STAMPED GYP NO 2 1934.
 DS1241'
 DS1241'THE AZIMUTH MARK IS ON THE SOUTH SLOPE OF A PEAK, 40 FEET
 DS1241'NORTHWEST OF A FENCE CORNER AND IS STAMPED GYP 1934 RESET 1952.
 DS1241'
 DS1241'TO REACH THE STATION FROM THE SOUTHERN PACIFIC RAILROAD STATION
 DS1241'IN TULAROSA, GO NORT FOR 0.3 MILE TO A FORK, TAKE LEFT FORK AND
 DS1241'GO WEST ON GRAVELED ROAD FOR 5.5 MILES TO A FORK JUST AFTER
 DS1241'PASSING HOLLOMAN AIR FORCE BASE GUARD STATION.  KEEP RIGHT FORK
 DS1241'AND CONTINUE WEST ON DIRT ROAD FOR 22.0 MILES TO A CONCRETE
 DS1241'BLOCKHOUSE ON LEFT AND POINT WHERE TELEPHONE LINE CROSSES
 DS1241'ROAD, CONTINUE WEST FOR 11.5 MILES TO A REVERSE FORK AND CATTLE
 DS1241'GUARD.  CONTINUE WEST FOR 5.5 MILES TO A FORK AND RANCH HOUSE
 DS1241'ON LEFT, TAKE LEFT FORK AND CONTINUE WEST FOR 4.6 MILES TO A
 DS1241'RED BOARD GATE ON LEFT, TURN LEFT THROUGH GATE AND GO SOUTH FOR
 DS1241'1.7 MILES TO A FORK AT A CORRAL, TAKE LEFT FORK AND GO EAST
 DS1241'FOR 1.5 MILES TO A BOARD GATE IN NORTH-SOUTH FENCE LINE.
 DS1241'PASS THROUGH GATE AND CONTINUE EAST FOR 1.1 MILES TO A
 DS1241'FORK AT CORRAL, TAKE RIGHT FORK THROUGH GATE AND GO
 DS1241'THROUGH CORRAL TO A GATE IN THE SOUTHEAST CORNER, PASS THROUGH
 DS1241'GATE, TURN LEFT AND GO EAST ALONG SOUTH SIDE OF FENCE LINE
 DS1241'FOR 0.2 MILE TO A FORK, TAKE LEFT FORK AND CONTINUE EAST FOR
 DS1241'0.3 MILE TO A TRIANGULAR BLAZED PINE TREE ON LEFT.  FROM
 DS1241'THIS POINT BEAR LEFT AND GO UP STEEP ROCKY HILL FOR 0.8
 DS1241'MILE TO A FENCE CORNER, (A 4 WHEEL DRIVE JEEP WILL BE
 DS1241'NEEDED.) TURN RIGHT AND FOLLOW FENCE LINE ALONG TOP OF
 DS1241'RIDGE SOUTHEAST AND SOUTH FOR 3.5 MILES TO A FENCE CORNER AND
 DS1241'AZIMUTH MARK AT END OF TRUCK TRAVEL.  PACK SOUTH AND SOUTHEAST
 DS1241'FOR ABOUT 0.6 MILE TO HIGHEST POINT OF PEAK AND STATION
 DS1241'AS DESCRIBED.  (A 30 MINUTE PACK.)
 DS1241
 DS1241                          STATION RECOVERY (1968)
 DS1241
 DS1241'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JBJ)
 DS1241'THE STATION MARK, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK WERE
 DS1241'RECOVERED.  HOWEVER, THE STATION IS IN SIERRA COUNTY AND NOT
 DS1241'IN SOCORRO COUNTY AS NOTED ON THE 1934 AND 1952 DESCRIPTIONS.
 DS1241'DUE TO ROAD CHANGES A COMPLETE NEW DESCRIPTION FOLLOWS.
 DS1241'
 DS1241'THE STATION IS ABOUT 47 MILES NORTHWEST OF ALAMOGORDO, 30 MILES
 DS1241'EAST OF TRUTH OR CONSEQUENCES, 1/8 MILE EAST OF THE WHITE SANDS
 DS1241'MISSILE RANGE WEST BOUNDARY FENCE, ON THE HIGHEST POINT AND
 DS1241'EAST SIDE OF GYP MOUNTAIN, WHICH DROPS OFF SHARPLY ON ITS
 DS1241'EAST SIDE AND IS THE HIGHEST POINT IN THE VICINITY.
 DS1241'
 DS1241'TO REACH THE STATION FROM RHODES CANYON RANGE CENTER GO WEST ON
 DS1241'WHITE SANDS MISSILE RANGE ROUTE 308 FOR 16.7 MILES TO A ROAD
 DS1241'FORK AT OLD RANCH BUILDINGS.  TAKE THE LEFT FORK AND GO
 DS1241'WESTERLY ON A GRAVELED ROAD FOR 1.0 MILE TO A LOCKED GATE.
 DS1241'PASS THROUGH THE GATE AND CONTINUE WESTERLY ON THE GRAVELED
 DS1241'ROAD FOR 3.5 MILES TO A SIDE ROAD LEFT AND A GATE.  TURN LEFT,
 DS1241'PASS THROUGH THE GATE AND GO SOUTHERLY ON A GRADED ROAD FOR
 DS1241'1.7 MILES TO A SIDE ROAD LEFT AT A CORRAL.  TURN LEFT, PASSING
 DS1241'AROUND THE CORRAL, AND GO EASTERLY ON A GRADED ROAD FOR 1.45
 DS1241'MILES TO A GATE.  PASS THROUGH THE GATE AND CONTINUE
 DS1241'EASTERLY ON THE GRADED ROAD FOR 1.05 MILES TO A CORRAL AND
 DS1241'WINDMILL.  PASS THROUGH THE CORRAL AND GO EASTERLY ON THE
 DS1241'SOUTH SIDE OF A FENCE FOR 0.6 MILE TO THE BASE OF A ROCKY
 DS1241'RIDGE.  (FROM THIS POINT A FOUR-WHEEL DRIVE VEHICLE IS
 DS1241'NEEDED.) TURN LEFT AND GO UP THE RIDGE FOR 0.65 MILE TO THE
 DS1241'TOP OF THE RIDGE AND THE WHITE SANDS MISSILE RANGE BOUNDARY
 DS1241'FENCE.  TURN RIGHT AND GO SOUTHERLY, FOLLOWING THE FENCE, FOR
 DS1241'3.1 MILES TO A FENCE CORNER AND THE AZIMUTH MARK.  THIS IS
 DS1241'THE END OF TRUCK TRAVEL.  FROM HERE CROSS THE FENCE AND PACK
 DS1241'SOUTHERLY FOR ABOUT 1/2 MILE TO THE HIGHEST POINT AND THE
 DS1241'STATION.  THIS IS A 30 MINUTE PACK.
 DS1241'
 DS1241'THE STATION MARK IS A STANDARD DISK, STAMPED GYP 1934, CEMENTED
 DS1241'IN A DRILLHOLE IN A 2 X 2 FOOT ROCK OUTCROP THAT IS FLUSH WITH
 DS1241'THE GROUND.
 DS1241'
 DS1241'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED GYP NO 1 1934,
 DS1241'CEMENTED IN A DRILLHOLE IN A 2 X 3 FOOT BOULDER THAT PROJECTS
 DS1241'ABOUT 1 FOOT ABOVE THE GROUND.  IT IS ABOUT 6 FEET LOWER IN
 DS1241'ELEVATION THAN THE STATION.
 DS1241'
 DS1241'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED GYP NO 2 1934,
 DS1241'CEMENTED IN A DRILLHOLE IN A 2 X 2 FOOT BOULDER THAT PROJECTS
 DS1241'ABOUT 1 FOOT ABOVE THE GROUND.  IT IS ABOUT 1 FOOT LOWER IN
 DS1241'ELEVATION THAN THE STATION.
 DS1241'
 DS1241'AZIMUTH MARK IS A STANDARD DISK, STAMPED BYP 1934 RESET 1952,
 DS1241'CEMENTED IN A DRILLHOLE IN A 2 X 5 FOOT ROCK OUTCROP THAT
 DS1241'PROJECTS 6 INCHES ABOVE THE GROUND.  IT IS 40.0 FEET NORTHWEST
 DS1241'OF THE FENCE CORNER AND 29.9 FEET WEST OF THE FENCE.
 DS1241'
 DS1241'THE DISTANCE BETWEEN THE REFERENCE MARKS WAS NOT MEASURED
 DS1241'DUE TO OBSTRUCTIONS.
 DS1241'
 DS1241'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--30 MILES
 DS1241'EAST OF TRUTH OR CONSEQUENCES.
 DS1241
 DS1241                          STATION RECOVERY (1969)
 DS1241
 DS1241'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JD)
 DS1241'STATION WAS RECOVERED AS DESCRIBED BY R.L.E., ALL MARKERS WERE
 DS1241'FOUND IN GOOD CONDITION.  NO ATTEMPT WAS MADE TO RECOVER THE
 DS1241'AZIMUTH MARKER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0609 ***********************************************************************
 EP0609  DESIGNATION -  GYPSUM
 EP0609  PID         -  EP0609
 EP0609  STATE/COUNTY-  NM/LINCOLN
 EP0609  USGS QUAD   -  COWBOY MESA NE (1981)
 EP0609
 EP0609                         *CURRENT SURVEY CONTROL
 EP0609  ___________________________________________________________________
 EP0609* NAD 83(1992)-  34 12 30.26910(N)    105 04 23.27868(W)     ADJUSTED  
 EP0609* NAVD 88     -      1691.     (meters)    5548.     (feet)  SCALED    
 EP0609  ___________________________________________________________________
 EP0609  LAPLACE CORR-          -6.30  (seconds)                    DEFLEC99
 EP0609  GEOID HEIGHT-         -22.02  (meters)                     GEOID03
 EP0609
 EP0609  HORZ ORDER  -  FIRST
 EP0609
 EP0609.The horizontal coordinates were established by classical geodetic methods
 EP0609.and adjusted by the National Geodetic Survey in December 1993..
 EP0609
 EP0609.The orthometric height was scaled from a topographic map.
 EP0609
 EP0609.The Laplace correction was computed from DEFLEC99 derived deflections.
 EP0609
 EP0609.The geoid height was determined by GEOID03.
 EP0609
 EP0609;                    North         East     Units Scale Factor Converg.
 EP0609;SPC NM C     -   356,395.287   608,450.351   MT  1.00004494   +0 39 42.1
 EP0609;SPC NM C     - 1,169,273.54  1,996,224.19   sFT  1.00004494   +0 39 42.1
 EP0609;UTM  13      - 3,785,266.662   493,262.867   MT  0.99960056   -0 02 28.0
 EP0609
 EP0609!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EP0609!SPC NM C     -   0.99973811  x   1.00004494  =   0.99978304
 EP0609!UTM  13      -   0.99973811  x   0.99960056  =   0.99933877
 EP0609
 EP0609:                Primary Azimuth Mark                     Grid Az
 EP0609:SPC NM C     -  GYPSUM AZ MK                             026 09 40.4
 EP0609:UTM  13      -  GYPSUM AZ MK                             026 51 50.5
 EP0609
 EP0609|---------------------------------------------------------------------|
 EP0609| PID    Reference Object                     Distance      Geod. Az  |
 EP0609|                                                           dddmmss.s |
 EP0609| CJ6552 GYPSUM AZ MK                                       0264922.5 |
 EP0609| CJ6553 GYPSUM RM 1                          21.570 METERS 04101     |
 EP0609| CJ6554 GYPSUM RM 2                          32.126 METERS 31756     |
 EP0609|---------------------------------------------------------------------|
 EP0609
 EP0609                          SUPERSEDED SURVEY CONTROL
 EP0609
 EP0609  NAD 83(1986)-  34 12 30.27545(N)    105 04 23.27874(W) AD(       ) 1
 EP0609  NAD 27      -  34 12 29.99200(N)    105 04 21.30100(W) AD(       ) 1
 EP0609
 EP0609.Superseded values are not recommended for survey control.
 EP0609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EP0609.See file dsdata.txt to determine how the superseded data were derived.
 EP0609
 EP0609_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDT9326385267(NAD 83)
 EP0609_MARKER: DS = TRIANGULATION STATION DISK
 EP0609_SETTING: 66 = SET IN ROCK OUTCROP
 EP0609
 EP0609  HISTORY     - Date     Condition        Report By
 EP0609  HISTORY     - 1934     MONUMENTED       CGS
 EP0609  HISTORY     - 19750328 GOOD             USGS
 EP0609
 EP0609                          STATION DESCRIPTION
 EP0609
 EP0609'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 EP0609'ABOUT 7 MILES AIR LINE WEST OF RAMON, ABOUT 5 MILES AIR LINE
 EP0609'NORTHEAST OF MOSELEY, ABOUT 4 MILES AIR LINE SOUTH OF L.O. MORGANS
 EP0609'RANCH, ON A LOW, FLAT-TOPPED MESA RUNNING EAST AND WEST,
 EP0609'1/4 MILE SOUTHEAST OF HEAD OF SMALL RAVINE THAT RUNS NORTHEAST
 EP0609'AND SOUTHWEST, AND 120 FEET SOUTHEAST OF SOUTHEAST EDGE OF A SINK
 EP0609'ON NORTH EDGE OF MESA.  TO REACH FROM RAMON POST OFFICE, GO
 EP0609'NORTH 0.5 MILE ON STATE ROUTE 2 (U.S. HIGHWAY 285) TO
 EP0609'SCHOOLHOUSE, TURN LEFT THROUGH SCHOOLYARD AND PASS THROUGH GATE
 EP0609'IN NORTHWEST CORNER OF YARD, CONTINUE 0.5 MILE TO MAIN ROAD,
 EP0609'FOLLOW LEFT FORK SOUTH AND THEN WEST ON SECTION LINE ROAD
 EP0609'4.8 MILES TO L.O. MORGANS RANCH, PASS BETWEEN HOUSE AND
 EP0609'BARN AND GO WEST 1.2 MILES ON MAIN ROAD TO CROSSROAD, GO
 EP0609'WEST 0.4 MILE, FOLLOW LEFT FORK 1.4 MILES, FOLLOW LEFT FORK
 EP0609'SOUTHWEST 1.8 MILES, TO DIM FORK LEADING OFF TO LEFT,
 EP0609'FOLLOW A DIM, LEFT FORK SOUTH 0.7 MILE, TURN LEFT AND
 EP0609'GO UP ROUGH SLOPE TO FENCE CORNER, PROCEED EAST 0.3
 EP0609'MILE TO STATION.  THE STATION, REFERENCE, AND AZIMUTH MARKS ARE
 EP0609'STANDARD DISKS SET IN BEDROCK.
 EP0609'REFERENCE MARK NO. 1 IS 21.576 METERS (70.79 FEET)
 EP0609'(SLOPE) FROM STATION N 41 DEG 01 MIN E, AND NO. 2
 EP0609'IS 105.4 FEET (SLOPE) FROM STATION N 42 DEG 04 MIN W.
 EP0609'THE AZIMUTH MARK IS ON A ROCKY POINT AT NORTH EDGE
 EP0609'OF RAVINE RUNNING NORTHEAST AND SOUTHWEST, AND 1/2 MILE
 EP0609'FROM STATION N 26 DEG 50 MIN E.
 EP0609
 EP0609                          STATION RECOVERY (1975)
 EP0609
 EP0609'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975 (LTJ)
 EP0609'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0156 ***********************************************************************
 FP0156  DESIGNATION -  H
 FP0156  PID         -  FP0156
 FP0156  STATE/COUNTY-  NM/MCKINLEY
 FP0156  USGS QUAD   -  GALLUP EAST (1979)
 FP0156
 FP0156                         *CURRENT SURVEY CONTROL
 FP0156  ___________________________________________________________________
 FP0156* NAD 83(1986)-  35 31 48.     (N)    108 42 43.     (W)     SCALED    
 FP0156* NAVD 88     -      1996.645  (meters)    6550.66   (feet)  ADJUSTED  
 FP0156  ___________________________________________________________________
 FP0156  GEOID HEIGHT-         -21.12  (meters)                     GEOID03
 FP0156  DYNAMIC HT  -        1993.825 (meters)    6541.41  (feet)  COMP
 FP0156  MODELED GRAV-     979,150.1   (mgal)                       NAVD 88
 FP0156
 FP0156  VERT ORDER  -  FIRST     CLASS II
 FP0156
 FP0156.The horizontal coordinates were scaled from a topographic map and have
 FP0156.an estimated accuracy of +/- 6 seconds.
 FP0156
 FP0156.The orthometric height was determined by differential leveling
 FP0156.and adjusted by the National Geodetic Survey in June 1991..
 FP0156
 FP0156.The geoid height was determined by GEOID03.
 FP0156
 FP0156.The dynamic height is computed by dividing the NAVD 88
 FP0156.geopotential number by the normal gravity value computed on the
 FP0156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0156.degrees latitude (g = 980.6199 gals.).
 FP0156
 FP0156.The modeled gravity was interpolated from observed gravity values.
 FP0156
 FP0156;                    North         East    Units  Estimated Accuracy
 FP0156;SPC NM W     -   502,730.      750,320.      MT  (+/- 180 meters Scaled)
 FP0156
 FP0156                          SUPERSEDED SURVEY CONTROL
 FP0156
 FP0156  NGVD 29 (??/??/92) 1995.690  (m)         6547.53   (f) ADJ UNCH    1 2
 FP0156
 FP0156.Superseded values are not recommended for survey control.
 FP0156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0156.See file dsdata.txt to determine how the superseded data were derived.
 FP0156
 FP0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYE074342(NAD 83)
 FP0156_MARKER: DB = BENCH MARK DISK
 FP0156_SETTING: 66 = SET IN ROCK OUTCROP
 FP0156_SP_SET: STONE
 FP0156_STAMPING: 6547.526
 FP0156_MARK LOGO: CGS   
 FP0156_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FP0156+STABILITY: POSITION/ELEVATION WELL
 FP0156
 FP0156  HISTORY     - Date     Condition        Report By
 FP0156  HISTORY     - UNK      MONUMENTED       CGS
 FP0156  HISTORY     - 1967     GOOD             NGS
 FP0156  HISTORY     - 1982     GOOD             NGS
 FP0156
 FP0156                          STATION DESCRIPTION
 FP0156
 FP0156'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 FP0156'1.9 MI E FROM GALLUP.
 FP0156'1.9 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 FP0156'GALLUP, MCKINLEY COUNTY, ONE POLE EAST OF MILEPOST 156, AT
 FP0156'STEEL-GIRDER BRIDGE NO. D 156, IN THE TOP OF THE NORTH END OF THE WEST
 FP0156'ABUTMENT, 1.4 FEET FROM THE FACE OF THE ABUTMENT, AND 1.5 FEET FROM
 FP0156'THE END OF THE COPING STONE.  A STANDARD DISK, STAMPED 6547.526.
 FP0156
 FP0156                          STATION RECOVERY (1982)
 FP0156
 FP0156'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FP0156'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  3.1 KM (1.95
 FP0156'MI) SOUTHEASTERLY ALONG INTERSTATE HIGHWAY 40 FROM ITS JUNCTION WITH
 FP0156'U. S. HIGHWAY 666 IN GALLUP, THENCE 0.2 KM (0.1 MI) SOUTH ALONG FORD
 FP0156'DRIVE, THENCE 1.4 KM (0.85 MI) EASTERLY ALONG THE SANTA FE RAILROAD,
 FP0156'IN THE CENTER OF THE NORTH END OF THE WEST CONCRETE ABUTMENT OF
 FP0156'RAILROAD BRIDGE NUMBER 155.9 AND 2.3 METERS (7.5 FT) NORTH OF THE NEAR
 FP0156'RAIL.
 FP0156'THE MARK IS 0.6 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0104 ***********************************************************************
 GN0104  DESIGNATION -  H 1
 GN0104  PID         -  GN0104
 GN0104  STATE/COUNTY-  NM/RIO ARRIBA
 GN0104  USGS QUAD   -  SAN JUAN PUEBLO (1977)
 GN0104
 GN0104                         *CURRENT SURVEY CONTROL
 GN0104  ___________________________________________________________________
 GN0104* NAD 83(1986)-  36 01 13.     (N)    106 03 49.     (W)     SCALED    
 GN0104* NAVD 88     -      1715.230  (meters)    5627.38   (feet)  ADJUSTED  
 GN0104  ___________________________________________________________________
 GN0104  GEOID HEIGHT-         -19.05  (meters)                     GEOID03
 GN0104  DYNAMIC HT  -        1712.940 (meters)    5619.87  (feet)  COMP
 GN0104  MODELED GRAV-     979,237.8   (mgal)                       NAVD 88
 GN0104
 GN0104  VERT ORDER  -  FIRST     CLASS II
 GN0104
 GN0104.The horizontal coordinates were scaled from a topographic map and have
 GN0104.an estimated accuracy of +/- 6 seconds.
 GN0104
 GN0104.The orthometric height was determined by differential leveling
 GN0104.and adjusted by the National Geodetic Survey in June 1991..
 GN0104
 GN0104.The geoid height was determined by GEOID03.
 GN0104
 GN0104.The dynamic height is computed by dividing the NAVD 88
 GN0104.geopotential number by the normal gravity value computed on the
 GN0104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GN0104.degrees latitude (g = 980.6199 gals.).
 GN0104
 GN0104.The modeled gravity was interpolated from observed gravity values.
 GN0104
 GN0104;                    North         East    Units  Estimated Accuracy
 GN0104;SPC NM C     -   556,780.      516,800.      MT  (+/- 180 meters Scaled)
 GN0104
 GN0104                          SUPERSEDED SURVEY CONTROL
 GN0104
 GN0104  NGVD 29 (??/??/92) 1714.224  (m)         5624.08   (f) ADJ UNCH    1 2
 GN0104
 GN0104.Superseded values are not recommended for survey control.
 GN0104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0104.See file dsdata.txt to determine how the superseded data were derived.
 GN0104
 GN0104_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV041867(NAD 83)
 GN0104_MARKER: DD = SURVEY DISK
 GN0104_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GN0104_SP_SET: CULVERT
 GN0104_STAMPING: H 1 1927
 GN0104_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GN0104
 GN0104  HISTORY     - Date     Condition        Report By
 GN0104  HISTORY     - 1927     MONUMENTED       USGS
 GN0104  HISTORY     - 1951     GOOD             USE
 GN0104  HISTORY     - 1984     MARK NOT FOUND   NGS
 GN0104
 GN0104                          STATION DESCRIPTION
 GN0104
 GN0104'DESCRIBED BY US ENGINEERS 1951
 GN0104'2.9 MI NE FROM ESPANOLA.
 GN0104'ABOUT 2.9 MILES NORTHEAST ALONG U.S. HIGHWAY 64 FROM ESPANOLA, ABOUT
 GN0104'253 FEET SOUTH OF AN ABANDONED DWELLING, AT A CONCRETE CULVERT, AND IN
 GN0104'THE CENTER OF THE EAST HEADWALL.  A UNITED STATES GEOLOGICAL SURVEY
 GN0104'STANDARD DISK STAMPED, H 1 1929.
 GN0104
 GN0104                          STATION RECOVERY (1984)
 GN0104
 GN0104'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GN0104'NOTE--THE HIGHWAY HAS BEEN WIDENED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0724 ***********************************************************************
 FO0724  DESIGNATION -  H 1
 FO0724  PID         -  FO0724
 FO0724  STATE/COUNTY-  NM/CIBOLA
 FO0724  USGS QUAD   -  MC CARTYS (1971)
 FO0724
 FO0724                         *CURRENT SURVEY CONTROL
 FO0724  ___________________________________________________________________
 FO0724* NAD 83(1986)-  35 03 52.     (N)    107 42 11.     (W)     SCALED    
 FO0724* NAVD 88     -      1895.827  (meters)    6219.89   (feet)  POSTED    
 FO0724  ___________________________________________________________________
 FO0724  GEOID HEIGHT-         -20.66  (meters)                     GEOID03
 FO0724  DYNAMIC HT  -        1893.120 (meters)    6211.01  (feet)  COMP
 FO0724  MODELED GRAV-     979,138.3   (mgal)                       NAVD 88
 FO0724
 FO0724  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FO0724
 FO0724.The horizontal coordinates were scaled from a topographic map and have
 FO0724.an estimated accuracy of +/- 6 seconds.
 FO0724
 FO0724.The orthometric height was determined by differential leveling
 FO0724.and adjusted by the National Geodetic Survey in 1992..
 FO0724.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FO0724.rate of 0.0 thru 1.0 mm/km.
 FO0724
 FO0724.The geoid height was determined by GEOID03.
 FO0724
 FO0724.The dynamic height is computed by dividing the NAVD 88
 FO0724.geopotential number by the normal gravity value computed on the
 FO0724.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0724.degrees latitude (g = 980.6199 gals.).
 FO0724
 FO0724.The modeled gravity was interpolated from observed gravity values.
 FO0724
 FO0724;                    North         East    Units  Estimated Accuracy
 FO0724;SPC NM W     -   450,740.      841,880.      MT  (+/- 180 meters Scaled)
 FO0724
 FO0724                          SUPERSEDED SURVEY CONTROL
 FO0724
 FO0724  NGVD 29 (??/??/92) 1894.805  (m)         6216.54   (f) ADJ UNCH    1 2
 FO0724
 FO0724.Superseded values are not recommended for survey control.
 FO0724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0724.See file dsdata.txt to determine how the superseded data were derived.
 FO0724
 FO0724_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBU535835(NAD 83)
 FO0724_MARKER: Z = SEE DESCRIPTION
 FO0724_SETTING: 66 = SET IN ROCK OUTCROP
 FO0724_SP_SET: STONE
 FO0724_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FO0724+STABILITY: POSITION/ELEVATION WELL
 FO0724
 FO0724  HISTORY     - Date     Condition        Report By
 FO0724  HISTORY     - UNK      MONUMENTED       CGS
 FO0724  HISTORY     - 1941     MARK NOT FOUND   NGS
 FO0724  HISTORY     - 1982     MARK NOT FOUND   NGS
 FO0724
 FO0724                          STATION DESCRIPTION
 FO0724
 FO0724'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 FO0724'1.1 MI NW FROM MCCARTYS.
 FO0724'ABOUT 1.1 MILES WEST OF MCCARTYS, VALENCIA COUNTY, 5 POLES EAST OF
 FO0724'MILE POLE 85, IN THE NORTH END OF THE WEST ABUTMENT OF STEEL-GIRDER
 FO0724'BRIDGE D 85 OF THE ATCHISON, TOPEKA AND SANTA FE RAILWAY, 33
 FO0724'CENTIMETERS FROM THE FACE AND 43 CENTIMETERS FROM THE END OF THE
 FO0724'DOPING STONE, THE BOTTOM OF A SQUARE HOLE SURROUNDED BY THE LETTERS
 FO0724'U.S.
 FO0724
 FO0724                          STATION RECOVERY (1982)
 FO0724
 FO0724'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FO0724'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0370 ***********************************************************************
 FO0370  DESIGNATION -  H 1 H 2
 FO0370  PID         -  FO0370
 FO0370  STATE/COUNTY-  NM/BERNALILLO
 FO0370  USGS QUAD   -  ALBUQUERQUE EAST (1990)
 FO0370
 FO0370                         *CURRENT SURVEY CONTROL
 FO0370  ___________________________________________________________________
 FO0370* NAD 83(1986)-  35 03 54.     (N)    106 33 01.     (W)     SCALED    
 FO0370* NAVD 88     -      1647.099  (meters)    5403.86   (feet)  ADJUSTED  
 FO0370  ___________________________________________________________________
 FO0370  GEOID HEIGHT-         -20.78  (meters)                     GEOID03
 FO0370  DYNAMIC HT  -        1644.842 (meters)    5396.45  (feet)  COMP
 FO0370  MODELED GRAV-     979,206.4   (mgal)                       NAVD 88
 FO0370
 FO0370  VERT ORDER  -  FIRST     CLASS II
 FO0370
 FO0370.The horizontal coordinates were scaled from a topographic map and have
 FO0370.an estimated accuracy of +/- 6 seconds.
 FO0370
 FO0370.The orthometric height was determined by differential leveling
 FO0370.and adjusted by the National Geodetic Survey in June 1991..
 FO0370
 FO0370.The geoid height was determined by GEOID03.
 FO0370
 FO0370.The dynamic height is computed by dividing the NAVD 88
 FO0370.geopotential number by the normal gravity value computed on the
 FO0370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0370.degrees latitude (g = 980.6199 gals.).
 FO0370
 FO0370.The modeled gravity was interpolated from observed gravity values.
 FO0370
 FO0370;                    North         East    Units  Estimated Accuracy
 FO0370;SPC NM C     -   450,830.      472,610.      MT  (+/- 180 meters Scaled)
 FO0370
 FO0370                          SUPERSEDED SURVEY CONTROL
 FO0370
 FO0370  NGVD 29 (??/??/92) 1646.275  (m)         5401.15   (f) ADJ UNCH    1 2
 FO0370
 FO0370.Superseded values are not recommended for survey control.
 FO0370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0370.See file dsdata.txt to determine how the superseded data were derived.
 FO0370
 FO0370_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU586813(NAD 83)
 FO0370_MARKER: DD = SURVEY DISK
 FO0370_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FO0370_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FO0370_STAMPING: H-1 H-1 H-2 H-2 50 X 00N 0X00 EW 5401.01
 FO0370_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO0370+STABILITY: SURFACE MOTION
 FO0370
 FO0370  HISTORY     - Date     Condition        Report By
 FO0370  HISTORY     - UNK      MONUMENTED       USE
 FO0370  HISTORY     - 1951     GOOD             NGS
 FO0370  HISTORY     - 20030805 MARK NOT FOUND   USPSQD
 FO0370
 FO0370                          STATION DESCRIPTION
 FO0370
 FO0370'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 FO0370'6.05 MI SE FROM ALBUQUERQUE.
 FO0370'5.5 MILES EAST ALONG EAST CENTRAL AVENUE FROM THE EAST CENTRAL AVENUE
 FO0370'VIADUCT AT ALBUQUERQUE, THENCE 0.55 MILE SOUTH ALONG SOUTH WYOMING
 FO0370'STREET, 267 FEET SOUTHWEST OF THE NORTH GATE OF THE SANDIA BASE, 58
 FO0370'FEET WEST OF THE WEST CURB OF MAIN STREET, 56 FEET NORTHWEST OF A
 FO0370'POWER POLE, 36.4 FEET WEST OF A FENCE, SET IN THE TOP OF A CONCRETE
 FO0370'POST WHICH IS FLUSH WITH THE GROUND.
 FO0370
 FO0370                          STATION RECOVERY (2003)
 FO0370
 FO0370'RECOVERY NOTE BY US POWER SQUADRON 2003 (AFA)
 FO0370'AREA HAS BEEN RELANDSCAPED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0458 ***********************************************************************
 CV0458  DESIGNATION -  H 10
 CV0458  PID         -  CV0458
 CV0458  STATE/COUNTY-  NM/EDDY
 CV0458  USGS QUAD   -  WILLIAMS SINK (1985)
 CV0458
 CV0458                         *CURRENT SURVEY CONTROL
 CV0458  ___________________________________________________________________
 CV0458* NAD 83(1986)-  32 30 46.     (N)    103 49 35.     (W)     SCALED    
 CV0458* NAVD 88     -      1056.392  (meters)    3465.85   (feet)  ADJUSTED  
 CV0458  ___________________________________________________________________
 CV0458  GEOID HEIGHT-         -23.80  (meters)                     GEOID03
 CV0458  DYNAMIC HT  -        1054.888 (meters)    3460.91  (feet)  COMP
 CV0458  MODELED GRAV-     979,179.6   (mgal)                       NAVD 88
 CV0458
 CV0458  VERT ORDER  -  FIRST     CLASS I
 CV0458
 CV0458.The horizontal coordinates were scaled from a topographic map and have
 CV0458.an estimated accuracy of +/- 6 seconds.
 CV0458
 CV0458.The orthometric height was determined by differential leveling
 CV0458.and adjusted by the National Geodetic Survey in June 1991..
 CV0458
 CV0458.The geoid height was determined by GEOID03.
 CV0458
 CV0458.The dynamic height is computed by dividing the NAVD 88
 CV0458.geopotential number by the normal gravity value computed on the
 CV0458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0458.degrees latitude (g = 980.6199 gals.).
 CV0458
 CV0458.The modeled gravity was interpolated from observed gravity values.
 CV0458
 CV0458;                    North         East    Units  Estimated Accuracy
 CV0458;SPC NM E     -   167,840.      212,630.      MT  (+/- 180 meters Scaled)
 CV0458
 CV0458                          SUPERSEDED SURVEY CONTROL
 CV0458
 CV0458  NGVD 29 (??/??/92) 1055.904  (m)         3464.24   (f) ADJ UNCH    1 1
 CV0458
 CV0458.Superseded values are not recommended for survey control.
 CV0458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0458.See file dsdata.txt to determine how the superseded data were derived.
 CV0458
 CV0458_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFR102978(NAD 83)
 CV0458_MARKER: DB = BENCH MARK DISK
 CV0458_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0458_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CV0458_STAMPING: H-10 1928
 CV0458_MARK LOGO: USGS  
 CV0458_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CV0458+STABILITY: SURFACE MOTION
 CV0458
 CV0458  HISTORY     - Date     Condition        Report By
 CV0458  HISTORY     - 1928     MONUMENTED       USGS
 CV0458  HISTORY     - 1935     GOOD             NGS
 CV0458  HISTORY     - 1977     GOOD             NGS
 CV0458  HISTORY     - 1982     GOOD             NGS
 CV0458
 CV0458                          STATION DESCRIPTION
 CV0458
 CV0458'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 CV0458'29.9 MI E FROM CARLSBAD.
 CV0458'29.9 MI. E. OF COURTHOUSE ALONG U.S. NO. 62 0.3 MI. W. OF A CATTLE
 CV0458'GUARD, 44 FT. S. OF THE CENTER LINE OF HWY., 22 FT. E. OF THE CENTER
 CV0458'LINE OF A DIM SIDE ROAD.
 CV0458
 CV0458                          STATION RECOVERY (1977)
 CV0458
 CV0458'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CV0458'27.45 MILES NORTHEAST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE EAST END
 CV0458'OF THE BATAAN BRIDGE OVER THE PECOS RIVER, THENCE 0.05 MILE SOUTHEAST
 CV0458'ALONG AN ASPHALT ROAD, THENCE 1.9 MILES SOUTHWEST ALONG A DIRT TRACK
 CV0458'ROAD, 44 FT. SOUTHEAST OF THE CENTER LINE OF THE ROAD.
 CV0458
 CV0458                          STATION RECOVERY (1982)
 CV0458
 CV0458'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CV0458'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0043 ***********************************************************************
 CW0043  DESIGNATION -  H 10
 CW0043  PID         -  CW0043
 CW0043  STATE/COUNTY-  NM/EDDY
 CW0043  USGS QUAD   -  ARTESIA (1975)
 CW0043
 CW0043                         *CURRENT SURVEY CONTROL
 CW0043  ___________________________________________________________________
 CW0043* NAD 83(1986)-  32 48 55.     (N)    104 23 38.     (W)     SCALED    
 CW0043* NAVD 88     -      1029.669  (meters)    3378.17   (feet)  POSTED    
 CW0043  ___________________________________________________________________
 CW0043  GEOID HEIGHT-         -23.17  (meters)                     GEOID03
 CW0043  DYNAMIC HT  -        1028.240 (meters)    3373.48  (feet)  COMP
 CW0043  MODELED GRAV-     979,217.6   (mgal)                       NAVD 88
 CW0043
 CW0043  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 CW0043
 CW0043.The horizontal coordinates were scaled from a topographic map and have
 CW0043.an estimated accuracy of +/- 6 seconds.
 CW0043
 CW0043.The orthometric height was determined by differential leveling
 CW0043.and adjusted by the National Geodetic Survey in 1992..
 CW0043.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 CW0043.rate of 0.0 thru 1.0 mm/km.
 CW0043
 CW0043.The geoid height was determined by GEOID03.
 CW0043
 CW0043.The dynamic height is computed by dividing the NAVD 88
 CW0043.geopotential number by the normal gravity value computed on the
 CW0043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0043.degrees latitude (g = 980.6199 gals.).
 CW0043
 CW0043.The modeled gravity was interpolated from observed gravity values.
 CW0043
 CW0043;                    North         East    Units  Estimated Accuracy
 CW0043;SPC NM E     -   201,270.      159,330.      MT  (+/- 180 meters Scaled)
 CW0043
 CW0043                          SUPERSEDED SURVEY CONTROL
 CW0043
 CW0043.No superseded survey control is available for this station.
 CW0043
 CW0043_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES567309(NAD 83)
 CW0043_MARKER: X = CHISELED CROSS
 CW0043_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CW0043_SP_SET: MILEPOST
 CW0043_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CW0043
 CW0043  HISTORY     - Date     Condition        Report By
 CW0043  HISTORY     - UNK      MONUMENTED       CGS
 CW0043  HISTORY     - 1957     MARK NOT FOUND   NGS
 CW0043  HISTORY     - 1982     MARK NOT FOUND   NGS
 CW0043
 CW0043                          STATION DESCRIPTION
 CW0043
 CW0043'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 CW0043'2.0 MI S FROM ARTESIA.
 CW0043'2.0 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 CW0043'THE STATION AT ARTHESIA, EDDY COUNTY, ON THE TOP OF MILEPOST 152, AND
 CW0043'7 FEET WEST OF THE WEST RAIL.  A CHISELED CROSS.  NOTE-- THERE IS NO
 CW0043'VERTICAL SECTION OF RAIL AT THE LOCATION AND IT IS EVIDENTLY
 CW0043'DESTROYED.
 CW0043
 CW0043                          STATION RECOVERY (1982)
 CW0043
 CW0043'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CW0043'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0543 ***********************************************************************
 CW0543  DESIGNATION -  H 100
 CW0543  PID         -  CW0543
 CW0543  STATE/COUNTY-  NM/OTERO
 CW0543  USGS QUAD   -  SACRAMENTO (1974)
 CW0543
 CW0543                         *CURRENT SURVEY CONTROL
 CW0543  ___________________________________________________________________
 CW0543* NAD 83(1986)-  32 46 22.     (N)    105 37 25.     (W)     SCALED    
 CW0543* NAVD 88     -      2342.175  (meters)    7684.29   (feet)  ADJUSTED  
 CW0543  ___________________________________________________________________
 CW0543  GEOID HEIGHT-         -20.09  (meters)                     GEOID03
 CW0543  DYNAMIC HT  -        2338.308 (meters)    7671.60  (feet)  COMP
 CW0543  MODELED GRAV-     978,901.4   (mgal)                       NAVD 88
 CW0543
 CW0543  VERT ORDER  -  SECOND    CLASS 0
 CW0543
 CW0543.The horizontal coordinates were scaled from a topographic map and have
 CW0543.an estimated accuracy of +/- 6 seconds.
 CW0543
 CW0543.The orthometric height was determined by differential leveling
 CW0543.and adjusted by the National Geodetic Survey in June 1991..
 CW0543
 CW0543.The geoid height was determined by GEOID03.
 CW0543
 CW0543.The dynamic height is computed by dividing the NAVD 88
 CW0543.geopotential number by the normal gravity value computed on the
 CW0543.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0543.degrees latitude (g = 980.6199 gals.).
 CW0543
 CW0543.The modeled gravity was interpolated from observed gravity values.
 CW0543
 CW0543;                    North         East    Units  Estimated Accuracy
 CW0543;SPC NM C     -   196,730.      558,680.      MT  (+/- 180 meters Scaled)
 CW0543
 CW0543                          SUPERSEDED SURVEY CONTROL
 CW0543
 CW0543  NGVD 29 (??/??/92) 2341.312  (m)         7681.45   (f) ADJ UNCH    2 0
 CW0543
 CW0543.Superseded values are not recommended for survey control.
 CW0543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0543.See file dsdata.txt to determine how the superseded data were derived.
 CW0543
 CW0543_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDS415262(NAD 83)
 CW0543_MARKER: DB = BENCH MARK DISK
 CW0543_SETTING: 80 = SET IN A BOULDER
 CW0543_STAMPING: H-100 1934
 CW0543_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CW0543+STABILITY: SURFACE MOTION
 CW0543
 CW0543  HISTORY     - Date     Condition        Report By
 CW0543  HISTORY     - 1934     MONUMENTED       CGS
 CW0543  HISTORY     - 1974     GOOD             USGS
 CW0543
 CW0543                          STATION DESCRIPTION
 CW0543
 CW0543'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CW0543'7.9 MI W FROM WEED.
 CW0543'7.9 MI. W. ALONG ROAD TO LEES RANCH ABOUT 0.7 MI. S. OF A FOREST ROAD
 CW0543'TO POTATO CANYON, ABOUT 43 YDS. S. OF A CATTLE GUARD, 100 FT. W. OF
 CW0543'THE CENTER LINE OF ROAD, 29 FT. N. OF A GATE TO A RANCH HOUSE ON A
 CW0543'HILL, 13 FT. W. OF A ROAD TO RANCH HOUSE, 3 FT. E. OF A FENCE, AND SET
 CW0543'IN THE TOP OF A LARGE SANDSTONE BOULDER, ABOUT 12 FT. ABOVE THE ROAD.
 CW0543
 CW0543                          STATION RECOVERY (1974)
 CW0543
 CW0543'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 CW0543'FROM THE WEST END OF STATE HWY 521 AT THE BRIDGE CROSSING SOUTH
 CW0543'ACROSS AUGA CHIQUITA CANYON TO SACRAMENTO, ABOUT 4.7 MILES SOUTHWEST
 CW0543'ALONG THE AUGA CHIQUITA CANYON ROAD, 0.6 MILE SOUTH OF A FOREST ROAD
 CW0543'LEADING UP POTATO CANYON, 205 FEET NOTHEAST OF THE NORTH EDGE OF A
 CW0543'CATTLEGUARD, 170 FEET E. OF THE CENTERLINE OF AGUA CHIQUITA CANYON
 CW0543'ROAD, 33, FEET SOUTHWEST OF THE BASE OF A 90 FEET TALL PINE TREE, IN
 CW0543'THE TOP OF A LARGE SANDSTONE BOULDER, AND ABOUT 18 FEET LOWER THAN
 CW0543'THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0467 ***********************************************************************
 EQ0467  DESIGNATION -  H 101
 EQ0467  PID         -  EQ0467
 EQ0467  STATE/COUNTY-  NM/SOCORRO
 EQ0467  USGS QUAD   -  TABLE MOUNTAIN (1995)
 EQ0467
 EQ0467                         *CURRENT SURVEY CONTROL
 EQ0467  ___________________________________________________________________
 EQ0467* NAD 83(1986)-  34 23 21.     (N)    107 34 31.     (W)     SCALED    
 EQ0467* NAVD 88     -      2007.968  (meters)    6587.81   (feet)  POSTED    
 EQ0467  ___________________________________________________________________
 EQ0467  GEOID HEIGHT-         -21.23  (meters)                     GEOID03
 EQ0467  DYNAMIC HT  -        2004.960 (meters)    6577.94  (feet)  COMP
 EQ0467  MODELED GRAV-     979,064.8   (mgal)                       NAVD 88
 EQ0467
 EQ0467  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EQ0467
 EQ0467.The horizontal coordinates were scaled from a topographic map and have
 EQ0467.an estimated accuracy of +/- 6 seconds.
 EQ0467
 EQ0467.The orthometric height was determined by differential leveling
 EQ0467.and adjusted by the National Geodetic Survey in 1992..
 EQ0467.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EQ0467.rate of 0.0 thru 1.0 mm/km.
 EQ0467
 EQ0467.The geoid height was determined by GEOID03.
 EQ0467
 EQ0467.The dynamic height is computed by dividing the NAVD 88
 EQ0467.geopotential number by the normal gravity value computed on the
 EQ0467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0467.degrees latitude (g = 980.6199 gals.).
 EQ0467
 EQ0467.The modeled gravity was interpolated from observed gravity values.
 EQ0467
 EQ0467;                    North         East    Units  Estimated Accuracy
 EQ0467;SPC NM C     -   376,610.      378,130.      MT  (+/- 180 meters Scaled)
 EQ0467
 EQ0467                          SUPERSEDED SURVEY CONTROL
 EQ0467
 EQ0467  NGVD 29 (??/??/92) 2007.103  (m)         6584.97   (f) ADJ UNCH    2 0
 EQ0467
 EQ0467.Superseded values are not recommended for survey control.
 EQ0467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0467.See file dsdata.txt to determine how the superseded data were derived.
 EQ0467
 EQ0467_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBU632083(NAD 83)
 EQ0467_MARKER: DB = BENCH MARK DISK
 EQ0467_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EQ0467_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EQ0467_STAMPING: H 101 1935
 EQ0467_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EQ0467+STABILITY: SURFACE MOTION
 EQ0467
 EQ0467  HISTORY     - Date     Condition        Report By
 EQ0467  HISTORY     - 1935     MONUMENTED       CGS
 EQ0467  HISTORY     - 1964     GOOD             USGS
 EQ0467
 EQ0467                          STATION DESCRIPTION
 EQ0467
 EQ0467'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 EQ0467'32.4 MI NW FROM MAGDALENA.
 EQ0467'ABOUT 32.4 MI. NORTHWEST OF MAGDALENA ON GRADED ROADS TO MARTIN RANCH,
 EQ0467'1.2 MI. NORTHWEST OF A WINDMILL, 200 FT. SOUTHEAST OF A DRAIN
 EQ0467'CROSSING, 61 FT. SOUTHWEST OF ROAD, 3 FT. SOUTH OF A WOODEN WITNESS
 EQ0467'POST.  A STANDARD DISK SET IN A CONCRETE POST PROJECTING 0.2 FT. ABOVE
 EQ0467'GROUND, AND STAMPED H 101 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0403 ***********************************************************************
 EQ0403  DESIGNATION -  H 102
 EQ0403  PID         -  EQ0403
 EQ0403  STATE/COUNTY-  NM/SOCORRO
 EQ0403  USGS QUAD   -  SILVER HILL (1995)
 EQ0403
 EQ0403                         *CURRENT SURVEY CONTROL
 EQ0403  ___________________________________________________________________
 EQ0403* NAD 83(1986)-  34 11 45.     (N)    107 20 15.     (W)     SCALED    
 EQ0403* NAVD 88     -      2059.614  (meters)    6757.25   (feet)  POSTED    
 EQ0403  ___________________________________________________________________
 EQ0403  GEOID HEIGHT-         -21.44  (meters)                     GEOID03
 EQ0403  DYNAMIC HT  -        2056.470 (meters)    6746.94  (feet)  COMP
 EQ0403  MODELED GRAV-     979,034.2   (mgal)                       NAVD 88
 EQ0403
 EQ0403  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EQ0403
 EQ0403.The horizontal coordinates were scaled from a topographic map and have
 EQ0403.an estimated accuracy of +/- 6 seconds.
 EQ0403
 EQ0403.The orthometric height was determined by differential leveling
 EQ0403.and adjusted by the National Geodetic Survey in 1992..
 EQ0403.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EQ0403.rate of 0.0 thru 1.0 mm/km.
 EQ0403
 EQ0403.The geoid height was determined by GEOID03.
 EQ0403
 EQ0403.The dynamic height is computed by dividing the NAVD 88
 EQ0403.geopotential number by the normal gravity value computed on the
 EQ0403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0403.degrees latitude (g = 980.6199 gals.).
 EQ0403
 EQ0403.The modeled gravity was interpolated from observed gravity values.
 EQ0403
 EQ0403;                    North         East    Units  Estimated Accuracy
 EQ0403;SPC NM C     -   354,910.      399,770.      MT  (+/- 180 meters Scaled)
 EQ0403
 EQ0403                          SUPERSEDED SURVEY CONTROL
 EQ0403
 EQ0403  NGVD 29 (??/??/92) 2058.728  (m)         6754.34   (f) ADJ UNCH    2 0
 EQ0403
 EQ0403.Superseded values are not recommended for survey control.
 EQ0403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0403.See file dsdata.txt to determine how the superseded data were derived.
 EQ0403
 EQ0403_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBT846863(NAD 83)
 EQ0403_MARKER: DB = BENCH MARK DISK
 EQ0403_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EQ0403_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EQ0403_STAMPING: H 102 1935
 EQ0403_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EQ0403+STABILITY: SURFACE MOTION
 EQ0403
 EQ0403  HISTORY     - Date     Condition        Report By
 EQ0403  HISTORY     - 1935     MONUMENTED       CGS
 EQ0403  HISTORY     - 1941     GOOD             NGS
 EQ0403  HISTORY     - 1963     MARK NOT FOUND   USGS
 EQ0403
 EQ0403                          STATION DESCRIPTION
 EQ0403
 EQ0403'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 EQ0403'9.3 MI NW FROM MAGDALENA.
 EQ0403'TO REACH BENCH MARK FROM THE POST OFFICE AT MAGDALENA, PROCEED WEST ON
 EQ0403'U.S. HIGHWAY NO. 60, GO 1.7 MILES TO INTERSECTION OF STATE HIGHWAY NO.
 EQ0403'52.  THENCE TURN RIGHT (NORTH) ONTO STATE HIGHWAY NO. 52, GO 7.4 MILES
 EQ0403'TO END OF GRADED ROAD.  THENCE, CONTINUE NORTHERLY GO 0.2 MILE TO SITE
 EQ0403'OF BENCH MARK.  BENCH MARK IS ABOUT 0.2 MILE NORTH OF THE NORTH END OF
 EQ0403'THE GRADED ROAD, ABOUT 50.0 FEET SOUTHEAST OF INTERSECTION OF A TRACK
 EQ0403'ROAD LEADING EAST.  36.0 FEET EAST OF AND ABOUT 2.6 FEET ABOVE THE
 EQ0403'CENTERLINE OF THE HIGHWAY.  3.0 FEET SOUTH OF A 4 X 4 INCH WOODEN
 EQ0403'MARKER POST.  THE MONUMENT PROJECTS 0.3 FOOT.
 EQ0403
 EQ0403                          STATION RECOVERY (1963)
 EQ0403
 EQ0403'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 EQ0403'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0205 ***********************************************************************
 GN0205  DESIGNATION -  H 103
 GN0205  PID         -  GN0205
 GN0205  STATE/COUNTY-  NM/RIO ARRIBA
 GN0205  USGS QUAD   -  CANON PLAZA (1995)
 GN0205
 GN0205                         *CURRENT SURVEY CONTROL
 GN0205  ___________________________________________________________________
 GN0205* NAD 83(1986)-  36 30 32.     (N)    106 14 44.     (W)     SCALED    
 GN0205* NAVD 88     -      2851.055  (meters)    9353.84   (feet)  ADJUSTED  
 GN0205  ___________________________________________________________________
 GN0205  GEOID HEIGHT-         -17.41  (meters)                     GEOID03
 GN0205  DYNAMIC HT  -        2846.826 (meters)    9339.96  (feet)  COMP
 GN0205  MODELED GRAV-     979,044.3   (mgal)                       NAVD 88
 GN0205
 GN0205  VERT ORDER  -  SECOND    CLASS 0
 GN0205
 GN0205.The horizontal coordinates were scaled from a topographic map and have
 GN0205.an estimated accuracy of +/- 6 seconds.
 GN0205
 GN0205.The orthometric height was determined by differential leveling
 GN0205.and adjusted by the National Geodetic Survey in June 1991..
 GN0205
 GN0205.The geoid height was determined by GEOID03.
 GN0205
 GN0205.The dynamic height is computed by dividing the NAVD 88
 GN0205.geopotential number by the normal gravity value computed on the
 GN0205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GN0205.degrees latitude (g = 980.6199 gals.).
 GN0205
 GN0205.The modeled gravity was interpolated from observed gravity values.
 GN0205
 GN0205;                    North         East    Units  Estimated Accuracy
 GN0205;SPC NM C     -   610,980.      500,400.      MT  (+/- 180 meters Scaled)
 GN0205
 GN0205                          SUPERSEDED SURVEY CONTROL
 GN0205
 GN0205  NGVD 29 (??/??/92) 2849.611  (m)         9349.10   (f) ADJ UNCH    2 0
 GN0205
 GN0205.Superseded values are not recommended for survey control.
 GN0205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0205.See file dsdata.txt to determine how the superseded data were derived.
 GN0205
 GN0205_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCA884411(NAD 83)
 GN0205_MARKER: DB = BENCH MARK DISK
 GN0205_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GN0205_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GN0205_STAMPING: H 103 1935
 GN0205_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GN0205+STABILITY: SURFACE MOTION
 GN0205
 GN0205  HISTORY     - Date     Condition        Report By
 GN0205  HISTORY     - 1935     MONUMENTED       CGS
 GN0205  HISTORY     - 1941     GOOD             NGS
 GN0205
 GN0205                          STATION DESCRIPTION
 GN0205
 GN0205'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 GN0205'11.5 MI W FROM VALLECITOS.
 GN0205'TO REACH FROM THE POST OFFICE, PROCEED WESTERLY ALONG GRAVELED
 GN0205'MOUNTAIN ROAD TOWARDS CANJILON, GO 11.5 MILES.  BENCH MARK IS ON
 GN0205'OUTSIDE OF A SHARP CURVE ON A STEEP GRADE.  IT IS 20 FEET
 GN0205'NORTHEASTERLY FROM AND ABOUT 5.0 FEET ABOVE CENTER LINE OF THE ROAD.
 GN0205'IT IS 18 FEET NORTHERLY FROM NORTHEASTERLY END OF A CORRUGATED METAL
 GN0205'PIPE CULVERT WITH A STONE CATCH BASIN.  IT IS 2.5 FEET NORTHWESTERLY
 GN0205'FROM A 4 X 4-INCH WOODEN POST.  STD. DISK IN CONCRETE POST PROJECTING
 GN0205'ABOUT 0.5 FOOT ON DOWNHILL SIDE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0101 ***********************************************************************
 GM0101  DESIGNATION -  H 103
 GM0101  PID         -  GM0101
 GM0101  STATE/COUNTY-  NM/COLFAX
 GM0101  USGS QUAD   -  FARLEY (1974)
 GM0101
 GM0101                         *CURRENT SURVEY CONTROL
 GM0101  ___________________________________________________________________
 GM0101* NAD 83(1986)-  36 18 17.     (N)    104 05 55.     (W)     SCALED    
 GM0101* NAVD 88     -      1862.792  (meters)    6111.51   (feet)  ADJUSTED  
 GM0101  ___________________________________________________________________
 GM0101  GEOID HEIGHT-         -18.99  (meters)                     GEOID03
 GM0101  DYNAMIC HT  -        1860.466 (meters)    6103.88  (feet)  COMP
 GM0101  MODELED GRAV-     979,316.4   (mgal)                       NAVD 88
 GM0101
 GM0101  VERT ORDER  -  SECOND    CLASS 0
 GM0101
 GM0101.The horizontal coordinates were scaled from a topographic map and have
 GM0101.an estimated accuracy of +/- 6 seconds.
 GM0101
 GM0101.The orthometric height was determined by differential leveling
 GM0101.and adjusted by the National Geodetic Survey in June 1991..
 GM0101
 GM0101.The geoid height was determined by GEOID03.
 GM0101
 GM0101.The dynamic height is computed by dividing the NAVD 88
 GM0101.geopotential number by the normal gravity value computed on the
 GM0101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GM0101.degrees latitude (g = 980.6199 gals.).
 GM0101
 GM0101.The modeled gravity was interpolated from observed gravity values.
 GM0101
 GM0101;                    North         East    Units  Estimated Accuracy
 GM0101;SPC NM E     -   588,350.      186,080.      MT  (+/- 180 meters Scaled)
 GM0101
 GM0101                          SUPERSEDED SURVEY CONTROL
 GM0101
 GM0101  NGVD 29 (??/??/92) 1861.983  (m)         6108.86   (f) ADJ UNCH    2 0
 GM0101
 GM0101.Superseded values are not recommended for survey control.
 GM0101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0101.See file dsdata.txt to determine how the superseded data were derived.
 GM0101
 GM0101_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEA809181(NAD 83)
 GM0101_MARKER: DB = BENCH MARK DISK
 GM0101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GM0101_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GM0101_STAMPING: H 103 1934
 GM0101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GM0101+STABILITY: SURFACE MOTION
 GM0101
 GM0101  HISTORY     - Date     Condition        Report By
 GM0101  HISTORY     - 1934     MONUMENTED       CGS
 GM0101  HISTORY     - 1956     GOOD             NGS
 GM0101  HISTORY     - 1970     GOOD             NGS
 GM0101
 GM0101                          STATION DESCRIPTION
 GM0101
 GM0101'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GM0101'6.8 MI W FROM GLADSTONE.
 GM0101'6.8 MILES WEST ALONG STATE HIGHWAY 58 FROM THE POST OFFICE AT
 GM0101'GLADSTONE, 57.5 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 53 FEET
 GM0101'WEST OF THE CENTER LINE OF A GRADED DIRT ROAD LEADING SOUTH, 22.8 FEET
 GM0101'WEST OF A FENCE, 13.2 FEET SOUTH OF A FENCE, 1.2 FEET EAST OF A
 GM0101'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5
 GM0101'FOOT ABOVE THE GROUND.
 GM0101
 GM0101                          STATION RECOVERY (1970)
 GM0101
 GM0101'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 GM0101'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0066 ***********************************************************************
 GN0066  DESIGNATION -  H 104
 GN0066  PID         -  GN0066
 GN0066  STATE/COUNTY-  NM/RIO ARRIBA
 GN0066  USGS QUAD   -  LAS TABLAS (1995)
 GN0066
 GN0066                         *CURRENT SURVEY CONTROL
 GN0066  ___________________________________________________________________
 GN0066* NAD 83(1986)-  36 30 29.     (N)    106 00 37.     (W)     SCALED    
 GN0066* NAVD 88     -      2214.608  (meters)    7265.76   (feet)  ADJUSTED  
 GN0066  ___________________________________________________________________
 GN0066  GEOID HEIGHT-         -17.59  (meters)                     GEOID03
 GN0066  DYNAMIC HT  -        2211.563 (meters)    7255.77  (feet)  COMP
 GN0066  MODELED GRAV-     979,177.8   (mgal)                       NAVD 88
 GN0066
 GN0066  VERT ORDER  -  SECOND    CLASS 0
 GN0066
 GN0066.The horizontal coordinates were scaled from a topographic map and have
 GN0066.an estimated accuracy of +/- 6 seconds.
 GN0066
 GN0066.The orthometric height was determined by differential leveling
 GN0066.and adjusted by the National Geodetic Survey in June 1991..
 GN0066
 GN0066.The geoid height was determined by GEOID03.
 GN0066
 GN0066.The dynamic height is computed by dividing the NAVD 88
 GN0066.geopotential number by the normal gravity value computed on the
 GN0066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GN0066.degrees latitude (g = 980.6199 gals.).
 GN0066
 GN0066.The modeled gravity was interpolated from observed gravity values.
 GN0066
 GN0066;                    North         East    Units  Estimated Accuracy
 GN0066;SPC NM C     -   610,910.      521,470.      MT  (+/- 180 meters Scaled)
 GN0066
 GN0066                          SUPERSEDED SURVEY CONTROL
 GN0066
 GN0066  NGVD 29 (??/??/92) 2213.398  (m)         7261.79   (f) ADJ UNCH    2 0
 GN0066
 GN0066.Superseded values are not recommended for survey control.
 GN0066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0066.See file dsdata.txt to determine how the superseded data were derived.
 GN0066
 GN0066_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDA095407(NAD 83)
 GN0066_MARKER: DB = BENCH MARK DISK
 GN0066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GN0066_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GN0066_STAMPING: H 104 1935
 GN0066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GN0066+STABILITY: SURFACE MOTION
 GN0066
 GN0066  HISTORY     - Date     Condition        Report By
 GN0066  HISTORY     - 1935     MONUMENTED       CGS
 GN0066  HISTORY     - 1951     GOOD             USGS
 GN0066  HISTORY     - 1963     MARK NOT FOUND   USGS
 GN0066
 GN0066                          STATION DESCRIPTION
 GN0066
 GN0066'DESCRIBED BY US GEOLOGICAL SURVEY 1951
 GN0066'0.1 MI S FROM PETACA.
 GN0066'ABOUT 0.1 MILE SOUTH ALONG A DIRT ROAD AND AT THE BOTTOM OF A HILL
 GN0066'FROM THE POST OFFICE AT PETACA, RIO ARRIBA COUNTY, 30 FEET SOUTH WEST
 GN0066'OF THE CROSSING OF A ROAD LEADING TO LAS TABLAS, 46 FEET SOUTH OF A
 GN0066'SIGN, AND 20 FEET WEST OF A COMMUNITY WELL.  A STANDARD DISK, STAMPED
 GN0066'H 104 1935 AND SET IN THE TOP OF A CONCRETE POST ABOUT FLUSH WITH THE
 GN0066'GROUND.
 GN0066
 GN0066                          STATION RECOVERY (1963)
 GN0066
 GN0066'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 GN0066'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0026 ***********************************************************************
 FN0026  DESIGNATION -  H 104
 FN0026  PID         -  FN0026
 FN0026  STATE/COUNTY-  NM/MORA
 FN0026  USGS QUAD   -  CANON LAS CUEVAS (1971)
 FN0026
 FN0026                         *CURRENT SURVEY CONTROL
 FN0026  ___________________________________________________________________
 FN0026* NAD 83(1992)-  35 56 39.46722(N)    104 23 35.58453(W)     ADJUSTED  
 FN0026* NAVD 88     -      1719.807  (meters)    5642.40   (feet)  ADJUSTED  
 FN0026  ___________________________________________________________________
 FN0026  LAPLACE CORR-          -3.52  (seconds)                    DEFLEC99
 FN0026  GEOID HEIGHT-         -19.56  (meters)                     GEOID03
 FN0026  DYNAMIC HT  -        1717.642 (meters)    5635.30  (feet)  COMP
 FN0026  MODELED GRAV-     979,312.5   (mgal)                       NAVD 88
 FN0026
 FN0026  HORZ ORDER  -  THIRD
 FN0026  VERT ORDER  -  SECOND    CLASS 0
 FN0026
 FN0026.The horizontal coordinates were established by classical geodetic methods
 FN0026.and adjusted by the National Geodetic Survey in December 1993..
 FN0026.No horizontal observational check was made to the station.
 FN0026
 FN0026.The orthometric height was determined by differential leveling
 FN0026.and adjusted by the National Geodetic Survey in June 1991..
 FN0026
 FN0026.The Laplace correction was computed from DEFLEC99 derived deflections.
 FN0026
 FN0026.The geoid height was determined by GEOID03.
 FN0026
 FN0026.The dynamic height is computed by dividing the NAVD 88
 FN0026.geopotential number by the normal gravity value computed on the
 FN0026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FN0026.degrees latitude (g = 980.6199 gals.).
 FN0026
 FN0026.The modeled gravity was interpolated from observed gravity values.
 FN0026
 FN0026;                    North         East     Units Scale Factor Converg.
 FN0026;SPC NM E     -   548,339.369   159,597.281   MT  0.99990945   -0 02 06.5
 FN0026;SPC NM E     - 1,799,010.08    523,612.08   sFT  0.99990945   -0 02 06.5
 FN0026;UTM  13      - 3,977,940.252   554,726.580   MT  0.99963690   +0 21 22.3
 FN0026
 FN0026!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FN0026!SPC NM E     -   0.99973322  x   0.99990945  =   0.99964269
 FN0026!UTM  13      -   0.99973322  x   0.99963690  =   0.99937021
 FN0026
 FN0026                          SUPERSEDED SURVEY CONTROL
 FN0026
 FN0026  NAD 83(1986)-  35 56 39.47471(N)    104 23 35.58262(W) AD(       ) 3
 FN0026  NAD 27      -  35 56 39.34620(N)    104 23 33.64390(W) AD(       ) 3
 FN0026  NGVD 29 (??/??/92) 1719.029  (m)         5639.85   (f) ADJ UNCH    2 0
 FN0026
 FN0026.Superseded values are not recommended for survey control.
 FN0026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0026.See file dsdata.txt to determine how the superseded data were derived.
 FN0026
 FN0026_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEV5472777940(NAD 83)
 FN0026_MARKER: DB = BENCH MARK DISK
 FN0026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FN0026_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FN0026_STAMPING: H-104 1934
 FN0026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FN0026+STABILITY: SURFACE MOTION
 FN0026
 FN0026  HISTORY     - Date     Condition        Report By
 FN0026  HISTORY     - 1960     MONUMENTED       CGS
 FN0026  HISTORY     - 1971     GOOD             USGS
 FN0026
 FN0026                          STATION DESCRIPTION
 FN0026
 FN0026'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (HWK)
 FN0026'THE STATION IS APPROXIMATELY 17-1/2 MILES EAST AND 4 MILES SOUTH
 FN0026'OF WAGON MOUND, 11-1/2 WEST OF ROY, IN SECTION 21, R 24 E,
 FN0026'T 20 N, ON THE NORTH RIGHT-OF-WAY OF STATE HIGHWAY 120, 208
 FN0026'FEET WEST OF A POWER POLE, AND 45 FEET NORTH OF THE CENTER
 FN0026'OF HIGHWAY 120.  IT IS A STANDARD U.S. COAST AND GEODETIC SURVEY
 FN0026'BENCH MARK STAMPED H 104 1934, SET IN A ROUND CONCRETE POST
 FN0026'WHICH PROJECTS 6 INCHES.
 FN0026'
 FN0026'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION RED,
 FN0026'DISTANCE BEING 66.287 METERS (217.48 FEET) WEST OF STATION RED.
 FN0026
 FN0026                          STATION RECOVERY (1971)
 FN0026
 FN0026'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 FN0026'19.9 MI SE FROM WAGON MOUND.
 FN0026'WAGON MOUND HIGH SCHOOL, 19.9 MI. SE ALONG ST. HWY. 120, 87 FT. NE OF
 FN0026'HWY. AND 218 FT. NW OF TRIANGULATION STATION RED.  A STANDARD DISK,
 FN0026'STAMPED H-104 1934 SET IN TOP OF CONCRETE POST PROJECTING 0.6 FT ABOVE
 FN0026'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0060 ***********************************************************************
 GM0060  DESIGNATION -  H 105
 GM0060  PID         -  GM0060
 GM0060  STATE/COUNTY-  NM/HARDING
 GM0060  USGS QUAD   -  KANSAS VALLEY (1974)
 GM0060
 GM0060                         *CURRENT SURVEY CONTROL
 GM0060  ___________________________________________________________________
 GM0060* NAD 83(1986)-  36 01 45.     (N)    104 02 09.     (W)     SCALED    
 GM0060* NAVD 88     -      1740.374  (meters)    5709.88   (feet)  ADJUSTED  
 GM0060  ___________________________________________________________________
 GM0060  GEOID HEIGHT-         -19.69  (meters)                     GEOID03
 GM0060  DYNAMIC HT  -        1738.218 (meters)    5702.80  (feet)  COMP
 GM0060  MODELED GRAV-     979,331.0   (mgal)                       NAVD 88
 GM0060
 GM0060  VERT ORDER  -  SECOND    CLASS 0
 GM0060
 GM0060.The horizontal coordinates were scaled from a topographic map and have
 GM0060.an estimated accuracy of +/- 6 seconds.
 GM0060
 GM0060.The orthometric height was determined by differential leveling
 GM0060.and adjusted by the National Geodetic Survey in June 1991..
 GM0060
 GM0060.The geoid height was determined by GEOID03.
 GM0060
 GM0060.The dynamic height is computed by dividing the NAVD 88
 GM0060.geopotential number by the normal gravity value computed on the
 GM0060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GM0060.degrees latitude (g = 980.6199 gals.).
 GM0060
 GM0060.The modeled gravity was interpolated from observed gravity values.
 GM0060
 GM0060;                    North         East    Units  Estimated Accuracy
 GM0060;SPC NM E     -   557,800.      191,810.      MT  (+/- 180 meters Scaled)
 GM0060
 GM0060                          SUPERSEDED SURVEY CONTROL
 GM0060
 GM0060  NGVD 29 (??/??/92) 1739.604  (m)         5707.35   (f) ADJ UNCH    2 0
 GM0060
 GM0060.Superseded values are not recommended for survey control.
 GM0060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0060.See file dsdata.txt to determine how the superseded data were derived.
 GM0060
 GM0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEV868876(NAD 83)
 GM0060_MARKER: DB = BENCH MARK DISK
 GM0060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GM0060_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GM0060_STAMPING: H-105 1934
 GM0060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GM0060+STABILITY: SURFACE MOTION
 GM0060
 GM0060  HISTORY     - Date     Condition        Report By
 GM0060  HISTORY     - 1934     MONUMENTED       CGS
 GM0060  HISTORY     - 1939     GOOD             NGS
 GM0060
 GM0060                          STATION DESCRIPTION
 GM0060
 GM0060'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GM0060'13.6 MI NE FROM ROY.
 GM0060'13.6 MILES NORTHEAST OF HIGH SCHOOL AT ROY 2 FEET SOUTH OF FENCE
 GM0060'CORNER.  42 FEET NORTH OF CENTERLINE OF STATE HIGHWAY 120.
 GM0060
 GM0060                          STATION RECOVERY (1939)
 GM0060
 GM0060'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1939
 GM0060'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0146 ***********************************************************************
 GN0146  DESIGNATION -  H 105
 GN0146  PID         -  GN0146
 GN0146  STATE/COUNTY-  NM/RIO ARRIBA
 GN0146  USGS QUAD   -  VALLE GRANDE PEAK (1995)
 GN0146
 GN0146                         *CURRENT SURVEY CONTROL
 GN0146  ___________________________________________________________________
 GN0146* NAD 83(1986)-  36 27 42.     (N)    106 09 19.     (W)     SCALED    
 GN0146* NAVD 88     -      2390.062  (meters)    7841.40   (feet)  ADJUSTED  
 GN0146  ___________________________________________________________________
 GN0146  GEOID HEIGHT-         -17.64  (meters)                     GEOID03
 GN0146  DYNAMIC HT  -        2386.713 (meters)    7830.41  (feet)  COMP
 GN0146  MODELED GRAV-     979,144.5   (mgal)                       NAVD 88
 GN0146
 GN0146  VERT ORDER  -  SECOND    CLASS 0
 GN0146
 GN0146.The horizontal coordinates were scaled from a topographic map and have
 GN0146.an estimated accuracy of +/- 6 seconds.
 GN0146
 GN0146.The orthometric height was determined by differential leveling
 GN0146.and adjusted by the National Geodetic Survey in June 1991..
 GN0146
 GN0146.The geoid height was determined by GEOID03.
 GN0146
 GN0146.The dynamic height is computed by dividing the NAVD 88
 GN0146.geopotential number by the normal gravity value computed on the
 GN0146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GN0146.degrees latitude (g = 980.6199 gals.).
 GN0146
 GN0146.The modeled gravity was interpolated from observed gravity values.
 GN0146
 GN0146;                    North         East    Units  Estimated Accuracy
 GN0146;SPC NM C     -   605,740.      508,490.      MT  (+/- 180 meters Scaled)
 GN0146
 GN0146                          SUPERSEDED SURVEY CONTROL
 GN0146
 GN0146  NGVD 29 (??/??/92) 2388.813  (m)         7837.30   (f) ADJ UNCH    2 0
 GN0146
 GN0146.Superseded values are not recommended for survey control.
 GN0146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0146.See file dsdata.txt to determine how the superseded data were derived.
 GN0146
 GN0146_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCA964357(NAD 83)
 GN0146_MARKER: DD = SURVEY DISK
 GN0146_SETTING: 66 = SET IN ROCK OUTCROP
 GN0146_SP_SET: SET IN ROCK OUTCROP
 GN0146_STAMPING: H 105 1935
 GN0146_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GN0146+STABILITY: POSITION/ELEVATION WELL
 GN0146
 GN0146  HISTORY     - Date     Condition        Report By
 GN0146  HISTORY     - 1935     MONUMENTED       USFS
 GN0146  HISTORY     - 1940     GOOD             NGS
 GN0146  HISTORY     - 1952     MARK NOT FOUND   USGS
 GN0146
 GN0146                          STATION DESCRIPTION
 GN0146
 GN0146'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 GN0146'4.3 MI SW FROM VALLECITOS.
 GN0146'4.3 MILES SOUTHWEST OF THE POST OFFICE TO REACH FROM THE POST OFFICE
 GN0146'IN VALLECITOS, PROCEED WEST ALONG STATE HIGHWAY NO. 96, GO 0.9 MILE.
 GN0146'AT JUNCTION OF STATE HIGHWAY NO. 96 AND ROAD TO CANJILON, TURN LEFT
 GN0146'(SOUTHWEST) AND CONTINUE ON STATE HIGHWAY NO. 96 TOWARDS EL RITO, GO
 GN0146'3.4 MILES.  BENCH MARK IS ON A STEEP SLOPE TO THE SOUTHEAST.  24 FEET
 GN0146'SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY.  5.0 FEET ABOVE LEVEL OF
 GN0146'THE HIGHWAY.  SET IN A 3 X 3 FOOT ROCK OUTCROP WHICH PROJECTS 0.3 FOOT
 GN0146'ABOVE THE GROUND.  FLUSH AND HORIZONTALLY.
 GN0146
 GN0146                          STATION RECOVERY (1952)
 GN0146
 GN0146'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1952
 GN0146'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0861 ***********************************************************************
 CV0861  DESIGNATION -  H 105
 CV0861  PID         -  CV0861
 CV0861  STATE/COUNTY-  NM/LEA
 CV0861  USGS QUAD   -  JAVELINA BASIN (1973)
 CV0861
 CV0861                         *CURRENT SURVEY CONTROL
 CV0861  ___________________________________________________________________
 CV0861* NAD 83(1992)-  32 00 01.18749(N)    103 16 04.19486(W)     ADJUSTED  
 CV0861* NAVD 88     -       883.23   (+/-2cm)    2897.7    (feet)  VERTCON   
 CV0861  ___________________________________________________________________
 CV0861  LAPLACE CORR-           4.88  (seconds)                    DEFLEC99
 CV0861  GEOID HEIGHT-         -24.26  (meters)                     GEOID03
 CV0861
 CV0861  HORZ ORDER  -  SECOND
 CV0861  VERT ORDER  -  THIRD ? (See Below)
 CV0861
 CV0861.The horizontal coordinates were established by classical geodetic methods
 CV0861.and adjusted by the National Geodetic Survey in February 1996..
 CV0861
 CV0861.The NAVD 88 height was computed by applying the VERTCON shift value to
 CV0861.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CV0861.The vertical order pertains to the NGVD 29 superseded value.
 CV0861
 CV0861.The Laplace correction was computed from DEFLEC99 derived deflections.
 CV0861
 CV0861.The geoid height was determined by GEOID03.
 CV0861
 CV0861;                    North         East     Units Scale Factor Converg.
 CV0861;SPC NM E     -   111,400.706   265,675.628   MT  1.00003405   +0 33 52.9
 CV0861;SPC NM E     -   365,487.15    871,637.46   sFT  1.00003405   +0 33 52.9
 CV0861;SPC TX C     - 3,262,371.062   422,733.867   MT  1.00003352   -1 30 41.2
 CV0861;SPC TX C     -10,703,295.73  1,386,919.36   sFT  1.00003352   -1 30 41.2
 CV0861;UTM  13      - 3,541,783.177   663,622.959   MT  0.99993018   +0 55 05.2
 CV0861
 CV0861!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CV0861!SPC NM E     -   0.99986514  x   1.00003405  =   0.99989919
 CV0861!SPC TX C     -   0.99986514  x   1.00003352  =   0.99989866
 CV0861!UTM  13      -   0.99986514  x   0.99993018  =   0.99979533
 CV0861
 CV0861                          SUPERSEDED SURVEY CONTROL
 CV0861
 CV0861  NAD 83(1992)-  32 00 01.19061(N)    103 16 04.19231(W) AD(       ) 2
 CV0861  NAD 83(1986)-  32 00 01.19126(N)    103 16 04.19196(W) AD(       ) 2
 CV0861  NAD 27      -  32 00 00.72800(N)    103 16 02.55300(W) AD(       ) 2
 CV0861  NGVD 29 (07/19/86)  882.81   (m)         2896.4    (f) LEVELING    3  
 CV0861
 CV0861.Superseded values are not recommended for survey control.
 CV0861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0861.See file dsdata.txt to determine how the superseded data were derived.
 CV0861
 CV0861_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFR6362341783(NAD 83)
 CV0861_MARKER: DD = SURVEY DISK
 CV0861_SETTING: 0 = UNSPECIFIED SETTING
 CV0861
 CV0861  HISTORY     - Date     Condition        Report By
 CV0861  HISTORY     - 1935     MONUMENTED       USGS
 CV0861  HISTORY     - 1938     GOOD             CGS
 CV0861
 CV0861                          STATION DESCRIPTION
 CV0861
 CV0861'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 CV0861'THIS IS A U.S. GEOLOGICAL SURVEY STANDARD DISK SET IN CONCRETE.
 CV0861'IT IS 4 FEET NORTHWEST OF THE FENCE CORNER POST WEST OF THE ROAD.
 CV0861'NEW MEXICO-TEXAS BOUNDARY (CLARK) MILE CORNER NO. 12 IS 406.22
 CV0861'FEET FROM STATION S 89 DEG 15 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0061 ***********************************************************************
 GM0061  DESIGNATION -  H 105 RESET
 GM0061  PID         -  GM0061
 GM0061  STATE/COUNTY-  NM/HARDING
 GM0061  USGS QUAD   -  KANSAS VALLEY (1974)
 GM0061
 GM0061                         *CURRENT SURVEY CONTROL
 GM0061  ___________________________________________________________________
 GM0061* NAD 83(1986)-  36 01 45.     (N)    104 02 09.     (W)     SCALED    
 GM0061* NAVD 88     -      1740.30   (+/-2cm)    5709.6    (feet)  VERTCON   
 GM0061  ___________________________________________________________________
 GM0061  GEOID HEIGHT-         -19.69  (meters)                     GEOID03
 GM0061
 GM0061  VERT ORDER  -  THIRD (See Below)
 GM0061
 GM0061.The horizontal coordinates were scaled from a topographic map and have
 GM0061.an estimated accuracy of +/- 6 seconds.
 GM0061
 GM0061.The NAVD 88 height was computed by applying the VERTCON shift value to
 GM0061.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GM0061.The vertical order pertains to the NGVD 29 superseded value.
 GM0061
 GM0061.The geoid height was determined by GEOID03.
 GM0061
 GM0061;                    North         East    Units  Estimated Accuracy
 GM0061;SPC NM E     -   557,800.      191,810.      MT  (+/- 180 meters Scaled)
 GM0061
 GM0061                          SUPERSEDED SURVEY CONTROL
 GM0061
 GM0061  NGVD 29 (??/??/??) 1739.54   (m)         5707.1    (f) RESET       3  
 GM0061
 GM0061.Superseded values are not recommended for survey control.
 GM0061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0061.See file dsdata.txt to determine how the superseded data were derived.
 GM0061
 GM0061_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEV868876(NAD 83)
 GM0061_MARKER: DB = BENCH MARK DISK
 GM0061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GM0061_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GM0061_STAMPING: H 105 1934 RESET 1960
 GM0061_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GM0061+STABILITY: SURFACE MOTION
 GM0061
 GM0061  HISTORY     - Date     Condition        Report By
 GM0061  HISTORY     - 1960     MONUMENTED       CGS
 GM0061
 GM0061                          STATION DESCRIPTION
 GM0061
 GM0061'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 GM0061'13.6 MI NE FROM ROY.
 GM0061'13.6 MILES NORTHEAST ALONG STATE HIGHWAY 120 FROM THE HIGH SCHOOL AT
 GM0061'ROY, HARDING COUNTY, 79 FEET NORTH OF PROPOSED CENTER OF NEW HIGHWAY,
 GM0061'37 FEET NORTH OF A FENCE CORNER, 2 FEET NORTH OF A WITNESS POST, AND 1
 GM0061'FOOT EAST OF A FENCE.  THE DISK IS SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0485 ***********************************************************************
 FM0485  DESIGNATION -  H 107
 FM0485  PID         -  FM0485
 FM0485  STATE/COUNTY-  NM/UNION
 FM0485  USGS QUAD   -  KERLIN HILL (1971)
 FM0485
 FM0485                         *CURRENT SURVEY CONTROL
 FM0485  ___________________________________________________________________
 FM0485* NAD 83(1986)-  35 44 48.     (N)    103 07 32.     (W)     SCALED    
 FM0485* NAVD 88     -      1349.525  (meters)    4427.57   (feet)  ADJUSTED  
 FM0485  ___________________________________________________________________
 FM0485  GEOID HEIGHT-         -22.96  (meters)                     GEOID03
 FM0485  DYNAMIC HT  -        1347.911 (meters)    4422.27  (feet)  COMP
 FM0485  MODELED GRAV-     979,389.3   (mgal)                       NAVD 88
 FM0485
 FM0485  VERT ORDER  -  SECOND    CLASS 0
 FM0485
 FM0485.The horizontal coordinates were scaled from a topographic map and have
 FM0485.an estimated accuracy of +/- 6 seconds.
 FM0485
 FM0485.The orthometric height was determined by differential leveling
 FM0485.and adjusted by the National Geodetic Survey in June 1991..
 FM0485
 FM0485.The geoid height was determined by GEOID03.
 FM0485
 FM0485.The dynamic height is computed by dividing the NAVD 88
 FM0485.geopotential number by the normal gravity value computed on the
 FM0485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0485.degrees latitude (g = 980.6199 gals.).
 FM0485
 FM0485.The modeled gravity was interpolated from observed gravity values.
 FM0485
 FM0485;                    North         East    Units  Estimated Accuracy
 FM0485;SPC NM E     -   527,080.      274,240.      MT  (+/- 180 meters Scaled)
 FM0485
 FM0485                          SUPERSEDED SURVEY CONTROL
 FM0485
 FM0485  NGVD 29 (??/??/92) 1348.911  (m)         4425.55   (f) ADJ UNCH    2 0
 FM0485
 FM0485.Superseded values are not recommended for survey control.
 FM0485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0485.See file dsdata.txt to determine how the superseded data were derived.
 FM0485
 FM0485_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFV694574(NAD 83)
 FM0485_MARKER: DB = BENCH MARK DISK
 FM0485_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0485_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0485_STAMPING: H-107 1934
 FM0485_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0485+STABILITY: SURFACE MOTION
 FM0485
 FM0485  HISTORY     - Date     Condition        Report By
 FM0485  HISTORY     - 1934     MONUMENTED       CGS
 FM0485
 FM0485                          STATION DESCRIPTION
 FM0485
 FM0485'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FM0485'3.5 MI S FROM CENTERVILLE.
 FM0485'3.5 MILES SOUTH OF POST OFFICE AT CENTERVILLE 47 FEET NORTH OF
 FM0485'TELEPHONE POLE.  32 FEET SOUTH OF FENCE CORNER.  1 FOOT WEST OF FENCE
 FM0485'LINE.  39 FEET EAST OF CENTERLINE OF STATE HIGHWAY 18.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0751 ***********************************************************************
 FM0751  DESIGNATION -  H 108
 FM0751  PID         -  FM0751
 FM0751  STATE/COUNTY-  NM/HARDING
 FM0751  USGS QUAD   -  CIRCLE BAR RANCH (1973)
 FM0751
 FM0751                         *CURRENT SURVEY CONTROL
 FM0751  ___________________________________________________________________
 FM0751* NAD 83(1986)-  35 50 16.     (N)    103 39 07.     (W)     SCALED    
 FM0751* NAVD 88     -      1345.482  (meters)    4414.30   (feet)  ADJUSTED  
 FM0751  ___________________________________________________________________
 FM0751  GEOID HEIGHT-         -21.33  (meters)                     GEOID03
 FM0751  DYNAMIC HT  -        1343.878 (meters)    4409.04  (feet)  COMP
 FM0751  MODELED GRAV-     979,393.8   (mgal)                       NAVD 88
 FM0751
 FM0751  VERT ORDER  -  SECOND    CLASS 0
 FM0751
 FM0751.The horizontal coordinates were scaled from a topographic map and have
 FM0751.an estimated accuracy of +/- 6 seconds.
 FM0751
 FM0751.The orthometric height was determined by differential leveling
 FM0751.and adjusted by the National Geodetic Survey in June 1991..
 FM0751
 FM0751.The geoid height was determined by GEOID03.
 FM0751
 FM0751.The dynamic height is computed by dividing the NAVD 88
 FM0751.geopotential number by the normal gravity value computed on the
 FM0751.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0751.degrees latitude (g = 980.6199 gals.).
 FM0751
 FM0751.The modeled gravity was interpolated from observed gravity values.
 FM0751
 FM0751;                    North         East    Units  Estimated Accuracy
 FM0751;SPC NM E     -   536,730.      226,560.      MT  (+/- 180 meters Scaled)
 FM0751
 FM0751                          SUPERSEDED SURVEY CONTROL
 FM0751
 FM0751  NGVD 29 (??/??/92) 1344.842  (m)         4412.20   (f) ADJ UNCH    2 0
 FM0751
 FM0751.Superseded values are not recommended for survey control.
 FM0751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0751.See file dsdata.txt to determine how the superseded data were derived.
 FM0751
 FM0751_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFV217667(NAD 83)
 FM0751_MARKER: DB = BENCH MARK DISK
 FM0751_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0751_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0751_STAMPING: H-108 1934
 FM0751_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0751+STABILITY: SURFACE MOTION
 FM0751
 FM0751  HISTORY     - Date     Condition        Report By
 FM0751  HISTORY     - 1934     MONUMENTED       CGS
 FM0751
 FM0751                          STATION DESCRIPTION
 FM0751
 FM0751'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FM0751'12.2 MI W FROM ROSEBUD.
 FM0751'12.2 MILES WEST OF SCHOOL BUILDING AT ROSEBUD 0.5 MILE WEST OF STEEL
 FM0751'BRIDGE OVER LARGE DRY CREEK BED.  128 FEET EAST OF CURVE IN HIGHWAY TO
 FM0751'THE SOUTHWEST.  57 FEET NORTH OF CENTERLINE OF STATE HIGHWAY 65.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0008 ***********************************************************************
 EP0008  DESIGNATION -  H 109
 EP0008  PID         -  EP0008
 EP0008  STATE/COUNTY-  NM/DE BACA
 EP0008  USGS QUAD   -  WINDMILL DRAW (1982)
 EP0008
 EP0008                         *CURRENT SURVEY CONTROL
 EP0008  ___________________________________________________________________
 EP0008* NAD 83(1986)-  34 37 09.     (N)    104 19 52.     (W)     SCALED    
 EP0008* NAVD 88     -      1358.440  (meters)    4456.82   (feet)  ADJUSTED  
 EP0008  ___________________________________________________________________
 EP0008  GEOID HEIGHT-         -23.41  (meters)                     GEOID03
 EP0008  DYNAMIC HT  -        1356.638 (meters)    4450.90  (feet)  COMP
 EP0008  MODELED GRAV-     979,261.2   (mgal)                       NAVD 88
 EP0008
 EP0008  VERT ORDER  -  SECOND    CLASS 0
 EP0008
 EP0008.The horizontal coordinates were scaled from a topographic map and have
 EP0008.an estimated accuracy of +/- 6 seconds.
 EP0008
 EP0008.The orthometric height was determined by differential leveling
 EP0008.and adjusted by the National Geodetic Survey in June 1991..
 EP0008
 EP0008.The geoid height was determined by GEOID03.
 EP0008
 EP0008.The dynamic height is computed by dividing the NAVD 88
 EP0008.geopotential number by the normal gravity value computed on the
 EP0008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EP0008.degrees latitude (g = 980.6199 gals.).
 EP0008
 EP0008.The modeled gravity was interpolated from observed gravity values.
 EP0008
 EP0008;                    North         East    Units  Estimated Accuracy
 EP0008;SPC NM E     -   401,330.      165,200.      MT  (+/- 180 meters Scaled)
 EP0008
 EP0008                          SUPERSEDED SURVEY CONTROL
 EP0008
 EP0008  NGVD 29 (??/??/92) 1357.795  (m)         4454.70   (f) ADJ UNCH    2 0
 EP0008
 EP0008.Superseded values are not recommended for survey control.
 EP0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EP0008.See file dsdata.txt to determine how the superseded data were derived.
 EP0008
 EP0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEU613310(NAD 83)
 EP0008_MARKER: DB = BENCH MARK DISK
 EP0008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EP0008_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EP0008_STAMPING: H-109 1934
 EP0008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EP0008+STABILITY: SURFACE MOTION
 EP0008
 EP0008  HISTORY     - Date     Condition        Report By
 EP0008  HISTORY     - 1934     MONUMENTED       CGS
 EP0008  HISTORY     - 1943     GOOD             NGS
 EP0008
 EP0008                          STATION DESCRIPTION
 EP0008
 EP0008'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EP0008'11.6 MI NW FROM FORT SUMNER.
 EP0008'11.6 MILES NORTHWEST OF A T AND S F RR DEPOT AT FORT SUMNER 76 FEET
 EP0008'SOUTHWEST OF TELEPHONE POLE NO. 3362.  65 FEET WEST OF FENCE CORNER.
 EP0008'81 FEET WEST OF CENTERLINE OF STATE HIGHWAY 20.  NOTE-- LOCATED ON
 EP0008'ABANDONED HWY NO. 84.
 EP0008
 EP0008                          STATION RECOVERY (1943)
 EP0008
 EP0008'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1943
 EP0008'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0460 ***********************************************************************
 CV0460  DESIGNATION -  H 11
 CV0460  PID         -  CV0460
 CV0460  STATE/COUNTY-  NM/LEA
 CV0460  USGS QUAD   -  WILLIAMS SINK (1985)
 CV0460
 CV0460                         *CURRENT SURVEY CONTROL
 CV0460  ___________________________________________________________________
 CV0460* NAD 83(1986)-  32 32 07.     (N)    103 46 58.     (W)     SCALED    
 CV0460* NAVD 88     -      1071.986  (meters)    3517.01   (feet)  POSTED    
 CV0460  ___________________________________________________________________
 CV0460  GEOID HEIGHT-         -23.59  (meters)                     GEOID03
 CV0460  DYNAMIC HT  -        1070.460 (meters)    3512.00  (feet)  COMP
 CV0460  MODELED GRAV-     979,182.1   (mgal)                       NAVD 88
 CV0460
 CV0460  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 CV0460
 CV0460.The horizontal coordinates were scaled from a topographic map and have
 CV0460.an estimated accuracy of +/- 6 seconds.
 CV0460
 CV0460.The orthometric height was determined by differential leveling
 CV0460.and adjusted by the National Geodetic Survey in 1992..
 CV0460.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 CV0460.rate of 4.1 thru 8.0 mm/km.
 CV0460
 CV0460.The geoid height was determined by GEOID03.
 CV0460
 CV0460.The dynamic height is computed by dividing the NAVD 88
 CV0460.geopotential number by the normal gravity value computed on the
 CV0460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0460.degrees latitude (g = 980.6199 gals.).
 CV0460
 CV0460.The modeled gravity was interpolated from observed gravity values.
 CV0460
 CV0460;                    North         East    Units  Estimated Accuracy
 CV0460;SPC NM E     -   170,350.      216,720.      MT  (+/- 180 meters Scaled)
 CV0460
 CV0460                          SUPERSEDED SURVEY CONTROL
 CV0460
 CV0460  NGVD 29 (??/??/92) 1071.519  (m)         3515.48   (f) ADJ UNCH    2 0
 CV0460
 CV0460.Superseded values are not recommended for survey control.
 CV0460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0460.See file dsdata.txt to determine how the superseded data were derived.
 CV0460
 CV0460_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFS143004(NAD 83)
 CV0460_MARKER: DB = BENCH MARK DISK
 CV0460_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0460_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CV0460_STAMPING: H-11 1928
 CV0460_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CV0460+STABILITY: SURFACE MOTION
 CV0460
 CV0460  HISTORY     - Date     Condition        Report By
 CV0460  HISTORY     - 1928     MONUMENTED       USGS
 CV0460  HISTORY     - 1935     GOOD             NGS
 CV0460  HISTORY     - 1977     POOR             NGS
 CV0460
 CV0460                          STATION DESCRIPTION
 CV0460
 CV0460'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 CV0460'32.6 MI E FROM CARLSBAD.
 CV0460'32.6 MI. E. ALONG U.S. NO. 62 80 FT. S.W. OF A CONC. 18 IN. DOUBLE
 CV0460'G.I. CULVERT, AND 69 FT. S. OF THE CENTER LINE OF HWY.
 CV0460
 CV0460                          STATION RECOVERY (1977)
 CV0460
 CV0460'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CV0460'28.35 MILES NORTHEAST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE EAST END
 CV0460'OF THE BATAAN BRIDGE OVER THE PECOS RIVER, 0.05 MILE NORTHEAST OF
 CV0460'MILEPOST 64, 67.5 FT. SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 CV0460'8 FT. NORTHWEST OF A FENCE, THIS CONCRETE POST IS LEANING AND LOOSE
 CV0460'IN THE GROUND AND IS UNFIT FOR LEVELS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0331 ***********************************************************************
 DQ0331  DESIGNATION -  H 11
 DQ0331  PID         -  DQ0331
 DQ0331  STATE/COUNTY-  NM/LEA
 DQ0331  USGS QUAD   -  SIMANOLA VALLEY (1970)
 DQ0331
 DQ0331                         *CURRENT SURVEY CONTROL
 DQ0331  ___________________________________________________________________
 DQ0331* NAD 83(1986)-  33 17 43.     (N)    103 27 46.     (W)     SCALED    
 DQ0331* NAVD 88     -      1259.584  (meters)    4132.49   (feet)  ADJUSTED  
 DQ0331  ___________________________________________________________________
 DQ0331  GEOID HEIGHT-         -22.00  (meters)                     GEOID03
 DQ0331  DYNAMIC HT  -        1257.870 (meters)    4126.86  (feet)  COMP
 DQ0331  MODELED GRAV-     979,232.5   (mgal)                       NAVD 88
 DQ0331
 DQ0331  VERT ORDER  -  SECOND    CLASS 0
 DQ0331
 DQ0331.The horizontal coordinates were scaled from a topographic map and have
 DQ0331.an estimated accuracy of +/- 6 seconds.
 DQ0331
 DQ0331.The orthometric height was determined by differential leveling
 DQ0331.and adjusted by the National Geodetic Survey in June 1991..
 DQ0331
 DQ0331.The geoid height was determined by GEOID03.
 DQ0331
 DQ0331.The dynamic height is computed by dividing the NAVD 88
 DQ0331.geopotential number by the normal gravity value computed on the
 DQ0331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0331.degrees latitude (g = 980.6199 gals.).
 DQ0331
 DQ0331.The modeled gravity was interpolated from observed gravity values.
 DQ0331
 DQ0331;                    North         East    Units  Estimated Accuracy
 DQ0331;SPC NM E     -   254,840.      246,080.      MT  (+/- 180 meters Scaled)
 DQ0331
 DQ0331                          SUPERSEDED SURVEY CONTROL
 DQ0331
 DQ0331  NGVD 29 (??/??/92) 1259.105  (m)         4130.91   (f) ADJ UNCH    2 0
 DQ0331
 DQ0331.Superseded values are not recommended for survey control.
 DQ0331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0331.See file dsdata.txt to determine how the superseded data were derived.
 DQ0331
 DQ0331_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFS431850(NAD 83)
 DQ0331_MARKER: DD = SURVEY DISK
 DQ0331_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0331_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DQ0331_STAMPING: H-11 1930
 DQ0331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0331+STABILITY: SURFACE MOTION
 DQ0331
 DQ0331  HISTORY     - Date     Condition        Report By
 DQ0331  HISTORY     - 1930     MONUMENTED       USGS
 DQ0331  HISTORY     - 1934     GOOD             NGS
 DQ0331
 DQ0331                          STATION DESCRIPTION
 DQ0331
 DQ0331'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DQ0331'9.0 MI W FROM TATUM.
 DQ0331'9.0 MI. W. ALONG U.S. NO. 380 38 FT. S. OF THE CENTER LINE OF HWY., 2
 DQ0331'FT. S. OF THE S. RIGHT OF WAY FENCE LINE, AND SET ABOUT LEVEL WITH THE
 DQ0331'ROADBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0476 ***********************************************************************
 EO0476  DESIGNATION -  H 110
 EO0476  PID         -  EO0476
 EO0476  STATE/COUNTY-  NM/QUAY
 EO0476  USGS QUAD   -  RAGLAND (1987)
 EO0476
 EO0476                         *CURRENT SURVEY CONTROL
 EO0476  ___________________________________________________________________
 EO0476* NAD 83(1986)-  34 45 00.     (N)    103 38 09.     (W)     SCALED    
 EO0476* NAVD 88     -      1435.640  (meters)    4710.10   (feet)  ADJUSTED  
 EO0476  ___________________________________________________________________
 EO0476  GEOID HEIGHT-         -23.41  (meters)                     GEOID03
 EO0476  DYNAMIC HT  -        1433.746 (meters)    4703.88  (feet)  COMP
 EO0476  MODELED GRAV-     979,265.3   (mgal)                       NAVD 88
 EO0476
 EO0476  VERT ORDER  -  SECOND    CLASS 0
 EO0476
 EO0476.The horizontal coordinates were scaled from a topographic map and have
 EO0476.an estimated accuracy of +/- 6 seconds.
 EO0476
 EO0476.The orthometric height was determined by differential leveling
 EO0476.and adjusted by the National Geodetic Survey in June 1991..
 EO0476
 EO0476.The geoid height was determined by GEOID03.
 EO0476
 EO0476.The dynamic height is computed by dividing the NAVD 88
 EO0476.geopotential number by the normal gravity value computed on the
 EO0476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0476.degrees latitude (g = 980.6199 gals.).
 EO0476
 EO0476.The modeled gravity was interpolated from observed gravity values.
 EO0476
 EO0476;                    North         East    Units  Estimated Accuracy
 EO0476;SPC NM E     -   416,070.      228,860.      MT  (+/- 180 meters Scaled)
 EO0476
 EO0476                          SUPERSEDED SURVEY CONTROL
 EO0476
 EO0476  NGVD 29 (??/??/92) 1434.974  (m)         4707.91   (f) ADJ UNCH    2 0
 EO0476
 EO0476.Superseded values are not recommended for survey control.
 EO0476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0476.See file dsdata.txt to determine how the superseded data were derived.
 EO0476
 EO0476_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFU248461(NAD 83)
 EO0476_MARKER: DB = BENCH MARK DISK
 EO0476_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EO0476_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EO0476_STAMPING: H-110 1934
 EO0476_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EO0476+STABILITY: SURFACE MOTION
 EO0476
 EO0476  HISTORY     - Date     Condition        Report By
 EO0476  HISTORY     - 1934     MONUMENTED       CGS
 EO0476
 EO0476                          STATION DESCRIPTION
 EO0476
 EO0476'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EO0476'11.1 MI SE FROM RAGLAND.
 EO0476'11.1 MILES SOUTHEAST OF RAGLAND 32 FEET NORTH OF CENTERLINE OF EAST
 EO0476'AND WEST SECTION LINE ROAD.  3 FEET NORTHWEST OF FENCE CORNER.  47
 EO0476'FEET EAST OF CENTERLINE OF STATE HIGHWAY 88.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0255 ***********************************************************************
 EO0255  DESIGNATION -  H 111
 EO0255  PID         -  EO0255
 EO0255  STATE/COUNTY-  NM/CURRY
 EO0255  USGS QUAD   -  BROADVIEW (1987)
 EO0255
 EO0255                         *CURRENT SURVEY CONTROL
 EO0255  ___________________________________________________________________
 EO0255* NAD 83(1986)-  34 45 48.     (N)    103 12 51.     (W)     SCALED    
 EO0255* NAVD 88     -      1376.882  (meters)    4517.32   (feet)  ADJUSTED  
 EO0255  ___________________________________________________________________
 EO0255  GEOID HEIGHT-         -23.78  (meters)                     GEOID03
 EO0255  DYNAMIC HT  -        1375.089 (meters)    4511.44  (feet)  COMP
 EO0255  MODELED GRAV-     979,284.4   (mgal)                       NAVD 88
 EO0255
 EO0255  VERT ORDER  -  SECOND    CLASS 0
 EO0255
 EO0255.The horizontal coordinates were scaled from a topographic map and have
 EO0255.an estimated accuracy of +/- 6 seconds.
 EO0255
 EO0255.The orthometric height was determined by differential leveling
 EO0255.and adjusted by the National Geodetic Survey in June 1991..
 EO0255
 EO0255.The geoid height was determined by GEOID03.
 EO0255
 EO0255.The dynamic height is computed by dividing the NAVD 88
 EO0255.geopotential number by the normal gravity value computed on the
 EO0255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0255.degrees latitude (g = 980.6199 gals.).
 EO0255
 EO0255.The modeled gravity was interpolated from observed gravity values.
 EO0255
 EO0255;                    North         East    Units  Estimated Accuracy
 EO0255;SPC NM E     -   417,900.      267,450.      MT  (+/- 180 meters Scaled)
 EO0255
 EO0255                          SUPERSEDED SURVEY CONTROL
 EO0255
 EO0255  NGVD 29 (??/??/92) 1376.247  (m)         4515.24   (f) ADJ UNCH    2 0
 EO0255
 EO0255.Superseded values are not recommended for survey control.
 EO0255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0255.See file dsdata.txt to determine how the superseded data were derived.
 EO0255
 EO0255_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFU634482(NAD 83)
 EO0255_MARKER: DB = BENCH MARK DISK
 EO0255_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EO0255_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EO0255_STAMPING: H-111 1934
 EO0255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EO0255+STABILITY: SURFACE MOTION
 EO0255
 EO0255  HISTORY     - Date     Condition        Report By
 EO0255  HISTORY     - 1934     MONUMENTED       CGS
 EO0255
 EO0255                          STATION DESCRIPTION
 EO0255
 EO0255'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EO0255'3.9 MI S FROM BROADVIEW.
 EO0255'3.9 MILES SOUTH OF POST OFFICE AT BROADVIEW 30 FEET NORTH OF EAST AND
 EO0255'WEST SECTION LINE ROAD.  3 FEET SOUTHEAST OF FENCE CORNER.  45 FEET
 EO0255'EAST OF CENTERLINE OF STATE HIGHWAY 18.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0637 ***********************************************************************
 FM0637  DESIGNATION -  H 112
 FM0637  PID         -  FM0637
 FM0637  STATE/COUNTY-  NM/QUAY
 FM0637  USGS QUAD   -  BEDFORD HILL (1982)
 FM0637
 FM0637                         *CURRENT SURVEY CONTROL
 FM0637  ___________________________________________________________________
 FM0637* NAD 83(1986)-  35 06 38.     (N)    103 24 47.     (W)     SCALED    
 FM0637* NAVD 88     -      1218.121  (meters)    3996.45   (feet)  ADJUSTED  
 FM0637  ___________________________________________________________________
 FM0637  GEOID HEIGHT-         -23.53  (meters)                     GEOID03
 FM0637  DYNAMIC HT  -        1216.612 (meters)    3991.50  (feet)  COMP
 FM0637  MODELED GRAV-     979,353.7   (mgal)                       NAVD 88
 FM0637
 FM0637  VERT ORDER  -  SECOND    CLASS 0
 FM0637
 FM0637.The horizontal coordinates were scaled from a topographic map and have
 FM0637.an estimated accuracy of +/- 6 seconds.
 FM0637
 FM0637.The orthometric height was determined by differential leveling
 FM0637.and adjusted by the National Geodetic Survey in June 1991..
 FM0637
 FM0637.The geoid height was determined by GEOID03.
 FM0637
 FM0637.The dynamic height is computed by dividing the NAVD 88
 FM0637.geopotential number by the normal gravity value computed on the
 FM0637.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0637.degrees latitude (g = 980.6199 gals.).
 FM0637
 FM0637.The modeled gravity was interpolated from observed gravity values.
 FM0637
 FM0637;                    North         East    Units  Estimated Accuracy
 FM0637;SPC NM E     -   456,230.      248,890.      MT  (+/- 180 meters Scaled)
 FM0637
 FM0637                          SUPERSEDED SURVEY CONTROL
 FM0637
 FM0637  NGVD 29 (??/??/92) 1217.538  (m)         3994.54   (f) ADJ UNCH    2 0
 FM0637
 FM0637.Superseded values are not recommended for survey control.
 FM0637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0637.See file dsdata.txt to determine how the superseded data were derived.
 FM0637
 FM0637_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFU446864(NAD 83)
 FM0637_MARKER: DB = BENCH MARK DISK
 FM0637_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0637_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0637_STAMPING: H-113 1934
 FM0637_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0637+STABILITY: SURFACE MOTION
 FM0637
 FM0637  HISTORY     - Date     Condition        Report By
 FM0637  HISTORY     - 1934     MONUMENTED       CGS
 FM0637
 FM0637                          STATION DESCRIPTION
 FM0637
 FM0637'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FM0637'4.8 MI W FROM SAN JON.
 FM0637'4.8 MILES WEST OF ROCK ISLAND RR DEPOT AT SAN JON 78 FEET NORTHWEST OF
 FM0637'MILE POST 855.  2 FEET SOUTH OF RIGHT-OF-WAY FENCE LINE.  97 FEET
 FM0637'NORTH OF CENTERLINE OF ROCK ISLAND RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0645 ***********************************************************************
 CV0645  DESIGNATION -  H 12
 CV0645  PID         -  CV0645
 CV0645  STATE/COUNTY-  NM/LEA
 CV0645  USGS QUAD   -  LAGUNA GATUNA (1984)
 CV0645
 CV0645                         *CURRENT SURVEY CONTROL
 CV0645  ___________________________________________________________________
 CV0645* NAD 83(1986)-  32 33 03.     (N)    103 45 00.     (W)     SCALED    
 CV0645* NAVD 88     -      1078.542  (meters)    3538.52   (feet)  ADJUSTED  
 CV0645  ___________________________________________________________________
 CV0645  GEOID HEIGHT-         -23.45  (meters)                     GEOID03
 CV0645  DYNAMIC HT  -        1077.015 (meters)    3533.51  (feet)  COMP
 CV0645  MODELED GRAV-     979,185.5   (mgal)                       NAVD 88
 CV0645
 CV0645  VERT ORDER  -  FIRST     CLASS I
 CV0645
 CV0645.The horizontal coordinates were scaled from a topographic map and have
 CV0645.an estimated accuracy of +/- 6 seconds.
 CV0645
 CV0645.The orthometric height was determined by differential leveling
 CV0645.and adjusted by the National Geodetic Survey in June 1991..
 CV0645
 CV0645.The geoid height was determined by GEOID03.
 CV0645
 CV0645.The dynamic height is computed by dividing the NAVD 88
 CV0645.geopotential number by the normal gravity value computed on the
 CV0645.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0645.degrees latitude (g = 980.6199 gals.).
 CV0645
 CV0645.The modeled gravity was interpolated from observed gravity values.
 CV0645
 CV0645;                    North         East    Units  Estimated Accuracy
 CV0645;SPC NM E     -   172,100.      219,780.      MT  (+/- 180 meters Scaled)
 CV0645
 CV0645                          SUPERSEDED SURVEY CONTROL
 CV0645
 CV0645  NGVD 29 (??/??/92) 1078.058  (m)         3536.93   (f) ADJ UNCH    1 1
 CV0645
 CV0645.Superseded values are not recommended for survey control.
 CV0645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0645.See file dsdata.txt to determine how the superseded data were derived.
 CV0645
 CV0645_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFS173021(NAD 83)
 CV0645_MARKER: DB = BENCH MARK DISK
 CV0645_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0645_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CV0645_STAMPING: H 12 1928 3537 TT
 CV0645_MARK LOGO: USGS  
 CV0645_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CV0645+STABILITY: SURFACE MOTION
 CV0645
 CV0645  HISTORY     - Date     Condition        Report By
 CV0645  HISTORY     - 1928     MONUMENTED       USGS
 CV0645  HISTORY     - 1977     GOOD             NGS
 CV0645  HISTORY     - 1982     GOOD             NGS
 CV0645
 CV0645                          STATION DESCRIPTION
 CV0645
 CV0645'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CV0645'31.75 MI NE FROM CARLSBAD.
 CV0645'31.05 MILES NORTHEAST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE EAST END
 CV0645'OF THE BATAAN BRIDGE OVER THE PECOS RIVER, THENCE 0.35 MILE NORTH
 CV0645'ALONG A DIRT TRACK ROAD, THENCE 0.35 MILE SOUTHWEST ALONG A DIRT
 CV0645'TRACK ROAD, 0.05 MILE SOUTHWEST OF BENCH MARK 36, 69 FT. SOUTHEAST
 CV0645'OF THE CENTER LINE OF THE ROAD.  THIS ROAD WAS THE HIGHWAY IN 1935.
 CV0645
 CV0645                          STATION RECOVERY (1982)
 CV0645
 CV0645'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CV0645'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0399 ***********************************************************************
 DQ0399  DESIGNATION -  H 12
 DQ0399  PID         -  DQ0399
 DQ0399  STATE/COUNTY-  NM/LEA
 DQ0399  USGS QUAD   -  DALLAS STORE (1984)
 DQ0399
 DQ0399                         *CURRENT SURVEY CONTROL
 DQ0399  ___________________________________________________________________
 DQ0399* NAD 83(1986)-  33 18 52.     (N)    103 30 45.     (W)     SCALED    
 DQ0399* NAVD 88     -      1272.561  (meters)    4175.06   (feet)  ADJUSTED  
 DQ0399  ___________________________________________________________________
 DQ0399  GEOID HEIGHT-         -22.05  (meters)                     GEOID03
 DQ0399  DYNAMIC HT  -        1270.829 (meters)    4169.38  (feet)  COMP
 DQ0399  MODELED GRAV-     979,230.7   (mgal)                       NAVD 88
 DQ0399
 DQ0399  VERT ORDER  -  SECOND    CLASS 0
 DQ0399
 DQ0399.The horizontal coordinates were scaled from a topographic map and have
 DQ0399.an estimated accuracy of +/- 6 seconds.
 DQ0399
 DQ0399.The orthometric height was determined by differential leveling
 DQ0399.and adjusted by the National Geodetic Survey in June 1991..
 DQ0399
 DQ0399.The geoid height was determined by GEOID03.
 DQ0399
 DQ0399.The dynamic height is computed by dividing the NAVD 88
 DQ0399.geopotential number by the normal gravity value computed on the
 DQ0399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0399.degrees latitude (g = 980.6199 gals.).
 DQ0399
 DQ0399.The modeled gravity was interpolated from observed gravity values.
 DQ0399
 DQ0399;                    North         East    Units  Estimated Accuracy
 DQ0399;SPC NM E     -   256,930.      241,430.      MT  (+/- 180 meters Scaled)
 DQ0399
 DQ0399                          SUPERSEDED SURVEY CONTROL
 DQ0399
 DQ0399  NGVD 29 (??/??/92) 1272.072  (m)         4173.46   (f) ADJ UNCH    2 0
 DQ0399
 DQ0399.Superseded values are not recommended for survey control.
 DQ0399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0399.See file dsdata.txt to determine how the superseded data were derived.
 DQ0399
 DQ0399_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFS384871(NAD 83)
 DQ0399_MARKER: DD = SURVEY DISK
 DQ0399_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0399_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DQ0399_STAMPING: H-12 1930
 DQ0399_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0399+STABILITY: SURFACE MOTION
 DQ0399
 DQ0399  HISTORY     - Date     Condition        Report By
 DQ0399  HISTORY     - 1930     MONUMENTED       USGS
 DQ0399  HISTORY     - 1934     GOOD             NGS
 DQ0399
 DQ0399                          STATION DESCRIPTION
 DQ0399
 DQ0399'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DQ0399'24.8 MI EW FROM TATUM.
 DQ0399'12.1 MI. W. ALONG US NO. 380 12.7 MI. E. OF CAPROCK 1200 FT. W. OF A
 DQ0399'SHEEP SHED ON THE N.E. SIDE OF HWY., 38 FT. S.W. OF THE CENTER LINE OF
 DQ0399'HWY., AND 23 FT. N.E. OF A FENCE CORNER IN THE S. RIGHT OF WAY FENCE
 DQ0399'LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0418 ***********************************************************************
 GM0418  DESIGNATION -  H 12
 GM0418  PID         -  GM0418
 GM0418  STATE/COUNTY-  NM/TAOS
 GM0418  USGS QUAD   -  TAOS SW (1995)
 GM0418
 GM0418                         *CURRENT SURVEY CONTROL
 GM0418  ___________________________________________________________________
 GM0418* NAD 83(1986)-  36 20 15.     (N)    105 43 48.     (W)     SCALED    
 GM0418* NAVD 88     -      1867.719  (meters)    6127.67   (feet)  ADJUSTED  
 GM0418  ___________________________________________________________________
 GM0418  GEOID HEIGHT-         -17.94  (meters)                     GEOID03
 GM0418  DYNAMIC HT  -        1865.191 (meters)    6119.38  (feet)  COMP
 GM0418  MODELED GRAV-     979,213.8   (mgal)                       NAVD 88
 GM0418
 GM0418  VERT ORDER  -  FIRST     CLASS II
 GM0418
 GM0418.The horizontal coordinates were scaled from a topographic map and have
 GM0418.an estimated accuracy of +/- 6 seconds.
 GM0418
 GM0418.The orthometric height was determined by differential leveling
 GM0418.and adjusted by the National Geodetic Survey in June 1991..
 GM0418
 GM0418.The geoid height was determined by GEOID03.
 GM0418
 GM0418.The dynamic height is computed by dividing the NAVD 88
 GM0418.geopotential number by the normal gravity value computed on the
 GM0418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GM0418.degrees latitude (g = 980.6199 gals.).
 GM0418
 GM0418.The modeled gravity was interpolated from observed gravity values.
 GM0418
 GM0418;                    North         East    Units  Estimated Accuracy
 GM0418;SPC NM C     -   592,080.      546,680.      MT  (+/- 180 meters Scaled)
 GM0418
 GM0418                          SUPERSEDED SURVEY CONTROL
 GM0418
 GM0418.No superseded survey control is available for this station.
 GM0418
 GM0418_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDA344216(NAD 83)
 GM0418_MARKER: DB = BENCH MARK DISK
 GM0418_SETTING: 80 = SET IN A BOULDER
 GM0418_STAMPING: H 12 1927
 GM0418_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GM0418+STABILITY: SURFACE MOTION
 GM0418
 GM0418  HISTORY     - Date     Condition        Report By
 GM0418  HISTORY     - 1927     MONUMENTED       USGS
 GM0418  HISTORY     - 1964     GOOD             USGS
 GM0418
 GM0418                          STATION DESCRIPTION
 GM0418
 GM0418'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 GM0418'7.5 MI SW FROM RANCHES OF TAOS.
 GM0418'7.5 MILES SOUTHWEST ALONG U. S. HWY. 64 FROM RANCHES OF TAOS 1.5 MILES
 GM0418'SW ALONG U.S. HIGHWAY 64 FROM THE HISTORICAL CHURCH AT RANCHOS DE
 GM0418'TAOS, TAOS COUNTY, THENCE 6.0 MILES WEST ALONG NEW MEXICO STATE
 GM0418'HIGHWAY 96, 56 FEET SOUTHEAST OF INTERSECTION OF OLD DIRT ROAD AND
 GM0418'STATE HWY. IN THE TOP OF A LARGE BOULDER STAMPED H-12 1927.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0166 ***********************************************************************
 EP0166  DESIGNATION -  H 12
 EP0166  PID         -  EP0166
 EP0166  STATE/COUNTY-  NM/GUADALUPE
 EP0166  USGS QUAD   -  PASTURA SE (1978)
 EP0166
 EP0166                         *CURRENT SURVEY CONTROL
 EP0166  ___________________________________________________________________
 EP0166* NAD 83(1986)-  34 51 07.     (N)    104 47 57.     (W)     SCALED    
 EP0166* NAVD 88     -      1520.703  (meters)    4989.17   (feet)  ADJUSTED  
 EP0166  ___________________________________________________________________
 EP0166  GEOID HEIGHT-         -21.96  (meters)                     GEOID03
 EP0166  DYNAMIC HT  -        1518.671 (meters)    4982.51  (feet)  COMP
 EP0166  MODELED GRAV-     979,245.1   (mgal)                       NAVD 88
 EP0166
 EP0166  VERT ORDER  -  FIRST     CLASS II
 EP0166
 EP0166.The horizontal coordinates were scaled from a topographic map and have
 EP0166.an estimated accuracy of +/- 6 seconds.
 EP0166
 EP0166.The orthometric height was determined by differential leveling
 EP0166.and adjusted by the National Geodetic Survey in June 1991..
 EP0166
 EP0166.The geoid height was determined by GEOID03.
 EP0166
 EP0166.The dynamic height is computed by dividing the NAVD 88
 EP0166.geopotential number by the normal gravity value computed on the
 EP0166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EP0166.degrees latitude (g = 980.6199 gals.).
 EP0166
 EP0166.The modeled gravity was interpolated from observed gravity values.
 EP0166
 EP0166;                    North         East    Units  Estimated Accuracy
 EP0166;SPC NM E     -   427,250.      122,400.      MT  (+/- 180 meters Scaled)
 EP0166
 EP0166                          SUPERSEDED SURVEY CONTROL
 EP0166
 EP0166  NGVD 29 (??/??/92) 1520.005  (m)         4986.88   (f) ADJ UNCH    1 2
 EP0166
 EP0166.Superseded values are not recommended for survey control.
 EP0166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EP0166.See file dsdata.txt to determine how the superseded data were derived.
 EP0166
 EP0166_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEU183566(NAD 83)
 EP0166_MARKER: DB = BENCH MARK DISK
 EP0166_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EP0166_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EP0166_STAMPING: H 12 1927 4986.883
 EP0166_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EP0166+STABILITY: SURFACE MOTION
 EP0166
 EP0166  HISTORY     - Date     Condition        Report By
 EP0166  HISTORY     - 1927     MONUMENTED       CGS
 EP0166  HISTORY     - 1934     GOOD             NGS
 EP0166  HISTORY     - 1974     MARK NOT FOUND   USGS
 EP0166
 EP0166                          STATION DESCRIPTION
 EP0166
 EP0166'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 EP0166'11.2 MI SW FROM SANTA ROSA.
 EP0166'ABOUT 11.2 MILES SOUTHWEST OF SANTA ROSA, GUADALUPE COUNTY, 60 YARDS
 EP0166'EAST OF MILEPOST 1557 OF THE SOUTHERN PACIFIC RAILROAD, 148 YARDS WEST
 EP0166'OF A SIGNPOST, ARABELLA ONE MILE, AND 39 FEET SOUTHEAST OF THE CENTER
 EP0166'OF THE TRACKS.  A STANDARD DISK, STAMPED H 12 1927 AND SET IN THE TOP
 EP0166'OF A CONCRETE POST.
 EP0166
 EP0166                          STATION RECOVERY (1974)
 EP0166
 EP0166'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 EP0166'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0937 ***********************************************************************
 DS0937  DESIGNATION -  H 122
 DS0937  PID         -  DS0937
 DS0937  STATE/COUNTY-  NM/CATRON
 DS0937  USGS QUAD   -  OAK PEAK (1965)
 DS0937
 DS0937                         *CURRENT SURVEY CONTROL
 DS0937  ___________________________________________________________________
 DS0937* NAD 83(1986)-  33 52 18.     (N)    107 42 21.     (W)     SCALED    
 DS0937* NAVD 88     -      2186.566  (meters)    7173.76   (feet)  ADJUSTED  
 DS0937  ___________________________________________________________________
 DS0937  GEOID HEIGHT-         -21.84  (meters)                     GEOID03
 DS0937  DYNAMIC HT  -        2183.087 (meters)    7162.34  (feet)  COMP
 DS0937  MODELED GRAV-     978,967.1   (mgal)                       NAVD 88
 DS0937
 DS0937  VERT ORDER  -  SECOND    CLASS 0
 DS0937
 DS0937.The horizontal coordinates were scaled from a topographic map and have
 DS0937.an estimated accuracy of +/- 6 seconds.
 DS0937
 DS0937.The orthometric height was determined by differential leveling
 DS0937.and adjusted by the National Geodetic Survey in June 1991..
 DS0937
 DS0937.The geoid height was determined by GEOID03.
 DS0937
 DS0937.The dynamic height is computed by dividing the NAVD 88
 DS0937.geopotential number by the normal gravity value computed on the
 DS0937.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0937.degrees latitude (g = 980.6199 gals.).
 DS0937
 DS0937.The modeled gravity was interpolated from observed gravity values.
 DS0937
 DS0937;                    North         East    Units  Estimated Accuracy
 DS0937;SPC NM W     -   318,430.      841,800.      MT  (+/- 180 meters Scaled)
 DS0937
 DS0937                          SUPERSEDED SURVEY CONTROL
 DS0937
 DS0937  NGVD 29 (??/??/92) 2185.600  (m)         7170.59   (f) ADJ UNCH    2 0
 DS0937
 DS0937.Superseded values are not recommended for survey control.
 DS0937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0937.See file dsdata.txt to determine how the superseded data were derived.
 DS0937
 DS0937_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBT497512(NAD 83)
 DS0937_MARKER: DB = BENCH MARK DISK
 DS0937_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0937_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0937_STAMPING: H-122 1934
 DS0937_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0937+STABILITY: SURFACE MOTION
 DS0937
 DS0937  HISTORY     - Date     Condition        Report By
 DS0937  HISTORY     - 1934     MONUMENTED       CGS
 DS0937
 DS0937                          STATION DESCRIPTION
 DS0937
 DS0937'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DS0937'15.1 MI E FROM DATIL.
 DS0937'15.1 MI. E. ALONG U.S. NO. 60, AND 15.5 MI. S. ON ROAD TO BEAVERHEAD
 DS0937'29 FT. W. OF THE CENTER LINE OF ROAD TO BEAVERHEAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0066 ***********************************************************************
 DT0066  DESIGNATION -  H 123
 DT0066  PID         -  DT0066
 DT0066  STATE/COUNTY-  NM/CATRON
 DT0066  USGS QUAD   -  SPRING CANYON (1967)
 DT0066
 DT0066                         *CURRENT SURVEY CONTROL
 DT0066  ___________________________________________________________________
 DT0066* NAD 83(1986)-  33 22 35.     (N)    108 05 26.     (W)     SCALED    
 DT0066* NAVD 88     -      2137.089  (meters)    7011.43   (feet)  ADJUSTED  
 DT0066  ___________________________________________________________________
 DT0066  GEOID HEIGHT-         -22.55  (meters)                     GEOID03
 DT0066  DYNAMIC HT  -        2133.626 (meters)    7000.07  (feet)  COMP
 DT0066  MODELED GRAV-     978,940.3   (mgal)                       NAVD 88
 DT0066
 DT0066  VERT ORDER  -  SECOND    CLASS 0
 DT0066
 DT0066.The horizontal coordinates were scaled from a topographic map and have
 DT0066.an estimated accuracy of +/- 6 seconds.
 DT0066
 DT0066.The orthometric height was determined by differential leveling
 DT0066.and adjusted by the National Geodetic Survey in June 1991..
 DT0066
 DT0066.The geoid height was determined by GEOID03.
 DT0066
 DT0066.The dynamic height is computed by dividing the NAVD 88
 DT0066.geopotential number by the normal gravity value computed on the
 DT0066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0066.degrees latitude (g = 980.6199 gals.).
 DT0066
 DT0066.The modeled gravity was interpolated from observed gravity values.
 DT0066
 DT0066;                    North         East    Units  Estimated Accuracy
 DT0066;SPC NM W     -   263,530.      806,070.      MT  (+/- 180 meters Scaled)
 DT0066
 DT0066                          SUPERSEDED SURVEY CONTROL
 DT0066
 DT0066  NGVD 29 (??/??/92) 2136.128  (m)         7008.28   (f) ADJ UNCH    2 0
 DT0066
 DT0066.Superseded values are not recommended for survey control.
 DT0066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0066.See file dsdata.txt to determine how the superseded data were derived.
 DT0066
 DT0066_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYB706967(NAD 83)
 DT0066_MARKER: DB = BENCH MARK DISK
 DT0066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DT0066_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DT0066_STAMPING: H-123 1934
 DT0066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DT0066+STABILITY: SURFACE MOTION
 DT0066
 DT0066  HISTORY     - Date     Condition        Report By
 DT0066  HISTORY     - 1934     MONUMENTED       CGS
 DT0066
 DT0066                          STATION DESCRIPTION
 DT0066
 DT0066'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DT0066'6.7 MI S FROM BEAVERHEAD RANGER STA.
 DT0066'6.7 MI. S. OF ALONG ROAD TO SAN LORENZO.  0.2 MI. E. OF ROAD TO INMAN
 DT0066'RANCH, 25 FT. S. OF THE CENTER LINE OF ROAD ON HIGH OPEN MESA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0089 ***********************************************************************
 CY0089  DESIGNATION -  H 124
 CY0089  PID         -  CY0089
 CY0089  STATE/COUNTY-  NM/GRANT
 CY0089  USGS QUAD   -  ALLIE CANYON (1992)
 CY0089
 CY0089                         *CURRENT SURVEY CONTROL
 CY0089  ___________________________________________________________________
 CY0089* NAD 83(1986)-  32 55 58.     (N)    108 00 51.     (W)     SCALED    
 CY0089* NAVD 88     -      1904.988  (meters)    6249.95   (feet)  ADJUSTED  
 CY0089  ___________________________________________________________________
 CY0089  GEOID HEIGHT-         -23.01  (meters)                     GEOID03
 CY0089  DYNAMIC HT  -        1901.948 (meters)    6239.97  (feet)  COMP
 CY0089  MODELED GRAV-     978,974.2   (mgal)                       NAVD 88
 CY0089
 CY0089  VERT ORDER  -  SECOND    CLASS 0
 CY0089
 CY0089.The horizontal coordinates were scaled from a topographic map and have
 CY0089.an estimated accuracy of +/- 6 seconds.
 CY0089
 CY0089.The orthometric height was determined by differential leveling
 CY0089.and adjusted by the National Geodetic Survey in June 1991..
 CY0089
 CY0089.The geoid height was determined by GEOID03.
 CY0089
 CY0089.The dynamic height is computed by dividing the NAVD 88
 CY0089.geopotential number by the normal gravity value computed on the
 CY0089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0089.degrees latitude (g = 980.6199 gals.).
 CY0089
 CY0089.The modeled gravity was interpolated from observed gravity values.
 CY0089
 CY0089;                    North         East    Units  Estimated Accuracy
 CY0089;SPC NM W     -   214,320.      813,090.      MT  (+/- 180 meters Scaled)
 CY0089
 CY0089                          SUPERSEDED SURVEY CONTROL
 CY0089
 CY0089  NGVD 29 (??/??/92) 1904.082  (m)         6246.98   (f) ADJ UNCH    2 0
 CY0089
 CY0089.Superseded values are not recommended for survey control.
 CY0089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0089.See file dsdata.txt to determine how the superseded data were derived.
 CY0089
 CY0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYB791477(NAD 83)
 CY0089_MARKER: DB = BENCH MARK DISK
 CY0089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0089_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0089_STAMPING: H-124 1934
 CY0089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0089+STABILITY: SURFACE MOTION
 CY0089
 CY0089  HISTORY     - Date     Condition        Report By
 CY0089  HISTORY     - 1934     MONUMENTED       CGS
 CY0089
 CY0089                          STATION DESCRIPTION
 CY0089
 CY0089'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CY0089'6.0 MI N FROM MIMBRES.
 CY0089'6.0 MI. N. ALONG ROAD TO BEAVER HEAD.  AT MIMBRES RANGER STA., 12 FT.
 CY0089'S. OF THE GATE ENTRANCE TO THE STA., 5 FT. E. OF THE FENCE AROUND LOT,
 CY0089'AND 47 FT. W. OF THE CENTER LINE OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1070 ***********************************************************************
 CX1070  DESIGNATION -  H 125
 CX1070  PID         -  CX1070
 CX1070  STATE/COUNTY-  NM/LUNA
 CX1070  USGS QUAD   -  SPALDING (1964)
 CX1070
 CX1070                         *CURRENT SURVEY CONTROL
 CX1070  ___________________________________________________________________
 CX1070* NAD 83(1986)-  32 25 00.     (N)    107 53 18.     (W)     SCALED    
 CX1070* NAVD 88     -      1424.937  (meters)    4674.98   (feet)  ADJUSTED  
 CX1070  ___________________________________________________________________
 CX1070  GEOID HEIGHT-         -24.36  (meters)                     GEOID03
 CX1070  DYNAMIC HT  -        1422.758 (meters)    4667.83  (feet)  COMP
 CX1070  MODELED GRAV-     979,060.3   (mgal)                       NAVD 88
 CX1070
 CX1070  VERT ORDER  -  FIRST     CLASS II
 CX1070
 CX1070.The horizontal coordinates were scaled from a topographic map and have
 CX1070.an estimated accuracy of +/- 6 seconds.
 CX1070
 CX1070.The orthometric height was determined by differential leveling
 CX1070.and adjusted by the National Geodetic Survey in June 1991..
 CX1070.WARNING-Repeat measurements at this control monument indicate possible
 CX1070.vertical movement.
 CX1070
 CX1070.The geoid height was determined by GEOID03.
 CX1070
 CX1070.The dynamic height is computed by dividing the NAVD 88
 CX1070.geopotential number by the normal gravity value computed on the
 CX1070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX1070.degrees latitude (g = 980.6199 gals.).
 CX1070
 CX1070.The modeled gravity was interpolated from observed gravity values.
 CX1070
 CX1070;                    North         East    Units  Estimated Accuracy
 CX1070;SPC NM W     -   157,070.      824,830.      MT  (+/- 180 meters Scaled)
 CX1070
 CX1070                          SUPERSEDED SURVEY CONTROL
 CX1070
 CX1070  NGVD 29 (??/??/92) 1424.168  (m)         4672.46   (f) ADJ UNCH    1 2
 CX1070
 CX1070.Superseded values are not recommended for survey control.
 CX1070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1070.See file dsdata.txt to determine how the superseded data were derived.
 CX1070
 CX1070_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBR283902(NAD 83)
 CX1070_MARKER: DB = BENCH MARK DISK
 CX1070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX1070_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CX1070_STAMPING: H-125 1934
 CX1070_PROJECTION: PROJECTING 13 CENTIMETERS
 CX1070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX1070+STABILITY: SURFACE MOTION
 CX1070
 CX1070  HISTORY     - Date     Condition        Report By
 CX1070  HISTORY     - 1934     MONUMENTED       CGS
 CX1070  HISTORY     - 1952     GOOD             NGS
 CX1070  HISTORY     - 1979     GOOD             NGS
 CX1070
 CX1070                          STATION DESCRIPTION
 CX1070
 CX1070'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CX1070'12.1 MI NW FROM DEMING.
 CX1070'12.1 MI NW ON ROAD TO SILVER CITY AND SAN LORENZO AT THE JUNCTION OF
 CX1070'HWY NO. 11 AND ROAD TO SAN LORENZO, 90 YDS. N.W. OF THE CENTER LINE OF
 CX1070'ROADS, 115 FT. N.E. OF THE CENTER LINE OF ROAD NO. 11, 27 FT. S.W. OF
 CX1070'THE CENTER LINE OF ROAD TO SAN LORENZO, AND 1 FT. N. OF THE FENCE
 CX1070'LINE.
 CX1070
 CX1070                          STATION RECOVERY (1952)
 CX1070
 CX1070'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 CX1070'RECOVERED IN GOOD CONDITION.
 CX1070
 CX1070                          STATION RECOVERY (1979)
 CX1070
 CX1070'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CX1070'0.2 KILOMETER (0.1 MILE) EAST ALONG SPRUCE STREET FROM THE POST OFFICE
 CX1070'IN DEMING, THENCE 19.8 KILOMETERS (12.2 MILES) NORTHWEST ALONG U.S.
 CX1070'HIGHWAY 180,  AT THE JUNCTION OF A GRAVEL ROAD LEADING NORTH
 CX1070'(OLD STATE HIGHWAY 61), 42.1 METERS (138.0 FEET) SOUTHEAST OF THE
 CX1070'CENTER OF THE ROAD, 36.6 METERS (120.0 FEET) SOUTHEAST OF THE
 CX1070'SOUTHEAST END OF A CATTLE GUARD, 20.1 METERS (66.0 FEET) NORTHEAST
 CX1070'OF THE CENTERLINE OF THE HIGHWAY, 11.9 METERS (39.0 FEET) NORTHWEST
 CX1070'OF A FENCE CORNER AND 0.3 METER (1.0 FEET) NORTHEAST OF A FENCE.
 CX1070'THE MARK IS 0.6 METERS  NW FROM A WITNESS POST.
 CX1070'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0073 ***********************************************************************
 CY0073  DESIGNATION -  H 126
 CY0073  PID         -  CY0073
 CY0073  STATE/COUNTY-  NM/GRANT
 CY0073  USGS QUAD   -  TYRONE (1992)
 CY0073
 CY0073                         *CURRENT SURVEY CONTROL
 CY0073  ___________________________________________________________________
 CY0073* NAD 83(1986)-  32 43 57.     (N)    108 17 48.     (W)     SCALED    
 CY0073* NAVD 88     -      1821.99   (+/-2cm)    5977.6    (feet)  VERTCON   
 CY0073  ___________________________________________________________________
 CY0073  GEOID HEIGHT-         -23.99  (meters)                     GEOID03
 CY0073
 CY0073  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CY0073
 CY0073.The horizontal coordinates were scaled from a topographic map and have
 CY0073.an estimated accuracy of +/- 6 seconds.
 CY0073
 CY0073.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0073.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0073.The vertical order pertains to the NGVD 29 superseded value.
 CY0073
 CY0073.The geoid height was determined by GEOID03.
 CY0073
 CY0073;                    North         East    Units  Estimated Accuracy
 CY0073;SPC NM W     -   192,190.      786,570.      MT  (+/- 180 meters Scaled)
 CY0073
 CY0073                          SUPERSEDED SURVEY CONTROL
 CY0073
 CY0073  NGVD 29 (??/??/92) 1821.079  (m)         5974.66   (f) ADJ UNCH    2 0
 CY0073
 CY0073.Superseded values are not recommended for survey control.
 CY0073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0073.See file dsdata.txt to determine how the superseded data were derived.
 CY0073
 CY0073_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYB533248(NAD 83)
 CY0073_MARKER: DB = BENCH MARK DISK
 CY0073_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0073_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0073_STAMPING: H 126 1934
 CY0073_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0073+STABILITY: SURFACE MOTION
 CY0073
 CY0073  HISTORY     - Date     Condition        Report By
 CY0073  HISTORY     - 1934     MONUMENTED       CGS
 CY0073  HISTORY     - 1953     MARK NOT FOUND   NGS
 CY0073
 CY0073                          STATION DESCRIPTION
 CY0073
 CY0073'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CY0073'3.1 MI SW FROM SILVER CITY.
 CY0073'3.1 MILES SOUTHWEST ALONG THE 1934 ROUTE OF STATE HIGHWAY 180 FROM
 CY0073'SILVER CITY, GRANT COUNTY, 64 FEET WEST OF A FENCE AND A ROW OF POLES,
 CY0073'AND 27 FEET EAST OF THE CENTER LINE OF THE HIGHWAY.  A STANDARD DISK,
 CY0073'STAMPED H 126 1934 AND SET IN THE TOP OF A CONCRETE POST. NOTE-- THIS
 CY0073'BENCH MARK IS COVERED OVER WITH 16 FEET OF DIRT AND ROCKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1154 ***********************************************************************
 CX1154  DESIGNATION -  H 127
 CX1154  PID         -  CX1154
 CX1154  STATE/COUNTY-  NM/SIERRA
 CX1154  USGS QUAD   -  KINGSTON (1985)
 CX1154
 CX1154                         *CURRENT SURVEY CONTROL
 CX1154  ___________________________________________________________________
 CX1154* NAD 83(1986)-  32 54 27.     (N)    107 42 32.     (W)     SCALED    
 CX1154* NAVD 88     -      1988.026  (meters)    6522.38   (feet)  ADJUSTED  
 CX1154  ___________________________________________________________________
 CX1154  GEOID HEIGHT-         -22.92  (meters)                     GEOID03
 CX1154  DYNAMIC HT  -        1984.847 (meters)    6511.95  (feet)  COMP
 CX1154  MODELED GRAV-     978,967.5   (mgal)                       NAVD 88
 CX1154
 CX1154  VERT ORDER  -  SECOND    CLASS 0
 CX1154
 CX1154.The horizontal coordinates were scaled from a topographic map and have
 CX1154.an estimated accuracy of +/- 6 seconds.
 CX1154
 CX1154.The orthometric height was determined by differential leveling
 CX1154.and adjusted by the National Geodetic Survey in June 1991..
 CX1154
 CX1154.The geoid height was determined by GEOID03.
 CX1154
 CX1154.The dynamic height is computed by dividing the NAVD 88
 CX1154.geopotential number by the normal gravity value computed on the
 CX1154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX1154.degrees latitude (g = 980.6199 gals.).
 CX1154
 CX1154.The modeled gravity was interpolated from observed gravity values.
 CX1154
 CX1154;                    North         East    Units  Estimated Accuracy
 CX1154;SPC NM W     -   211,500.      841,640.      MT  (+/- 180 meters Scaled)
 CX1154
 CX1154                          SUPERSEDED SURVEY CONTROL
 CX1154
 CX1154  NGVD 29 (??/??/92) 1987.140  (m)         6519.48   (f) ADJ UNCH    2 0
 CX1154
 CX1154.Superseded values are not recommended for survey control.
 CX1154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1154.See file dsdata.txt to determine how the superseded data were derived.
 CX1154
 CX1154_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBS466442(NAD 83)
 CX1154_MARKER: DB = BENCH MARK DISK
 CX1154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX1154_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CX1154_STAMPING: H 127 1934
 CX1154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX1154+STABILITY: SURFACE MOTION
 CX1154
 CX1154  HISTORY     - Date     Condition        Report By
 CX1154  HISTORY     - 1934     MONUMENTED       CGS
 CX1154  HISTORY     - 1953     GOOD             NGS
 CX1154
 CX1154                          STATION DESCRIPTION
 CX1154
 CX1154'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CX1154'1.45 MI SW FROM KINGSTON.
 CX1154'0.3 MILE NORTHEAST ALONG A DIRT ROAD FROM THE BLACK MT. LODGE HOTEL AT
 CX1154'KINGSTON, THENCE 1.15 MILES SOUTHWEST ALONG NEW MEXICO STATE HIGHWAY
 CX1154'180, 38 FEET SOUTH OF A SMALL SADDLE IN A CLEARING, 35 FEET NORTH OF
 CX1154'THE CENTER LINE OF THE HIGHWAY, ON THE OUTSIDE OF A CURVE, ABOUT 3
 CX1154'FEET HIGHER THAN THE HIGHWAY, 1.0 FOOT SOUTH OF A REFERENCE POST, AND
 CX1154'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.7 FOOT ABOVE THE
 CX1154'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0043 ***********************************************************************
 DT0043  DESIGNATION -  H 128
 DT0043  PID         -  DT0043
 DT0043  STATE/COUNTY-  NM/CATRON
 DT0043  USGS QUAD   -  PITCHFORK CANYON (1963)
 DT0043
 DT0043                         *CURRENT SURVEY CONTROL
 DT0043  ___________________________________________________________________
 DT0043* NAD 83(1986)-  33 37 18.     (N)    108 26 53.     (W)     SCALED    
 DT0043* NAVD 88     -      2307.541  (meters)    7570.66   (feet)  ADJUSTED  
 DT0043  ___________________________________________________________________
 DT0043  GEOID HEIGHT-         -22.37  (meters)                     GEOID03
 DT0043  DYNAMIC HT  -        2303.765 (meters)    7558.27  (feet)  COMP
 DT0043  MODELED GRAV-     978,917.3   (mgal)                       NAVD 88
 DT0043
 DT0043  VERT ORDER  -  SECOND    CLASS 0
 DT0043
 DT0043.The horizontal coordinates were scaled from a topographic map and have
 DT0043.an estimated accuracy of +/- 6 seconds.
 DT0043
 DT0043.The orthometric height was determined by differential leveling
 DT0043.and adjusted by the National Geodetic Survey in June 1991..
 DT0043
 DT0043.The geoid height was determined by GEOID03.
 DT0043
 DT0043.The dynamic height is computed by dividing the NAVD 88
 DT0043.geopotential number by the normal gravity value computed on the
 DT0043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0043.degrees latitude (g = 980.6199 gals.).
 DT0043
 DT0043.The modeled gravity was interpolated from observed gravity values.
 DT0043
 DT0043;                    North         East    Units  Estimated Accuracy
 DT0043;SPC NM W     -   290,870.      772,960.      MT  (+/- 180 meters Scaled)
 DT0043
 DT0043                          SUPERSEDED SURVEY CONTROL
 DT0043
 DT0043  NGVD 29 (??/??/92) 2306.490  (m)         7567.21   (f) ADJ UNCH    2 0
 DT0043
 DT0043.Superseded values are not recommended for survey control.
 DT0043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0043.See file dsdata.txt to determine how the superseded data were derived.
 DT0043
 DT0043_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYC367231(NAD 83)
 DT0043_MARKER: DB = BENCH MARK DISK
 DT0043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DT0043_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DT0043_STAMPING: H 128 1934
 DT0043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DT0043+STABILITY: SURFACE MOTION
 DT0043
 DT0043  HISTORY     - Date     Condition        Report By
 DT0043  HISTORY     - 1934     MONUMENTED       CGS
 DT0043  HISTORY     - 1963     GOOD             USGS
 DT0043
 DT0043                          STATION DESCRIPTION
 DT0043
 DT0043'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 DT0043'25.7 MI NW FROM BEAVERHEAD RANGER STA.
 DT0043'25.7 MILES NORTHWEST ALONG THE MOGOLLON ROAD FROM THE RANGER STATION
 DT0043'AT BEAVERHEAD, 200 FEET NORTH OF THE ROAD, 35 FEET NORTH OF THE OLD
 DT0043'ROAD, 870 FEET NORTHEAST OF THE EASTERNMOST JUNCTION OF THE BEAVERHEAD
 DT0043'AND WILLOW CREEK AND APACHE GREEK ROADS.  A STANDARD DISK, STAMPED H
 DT0043'128 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0193 ***********************************************************************
 CY0193  DESIGNATION -  H 129
 CY0193  PID         -  CY0193
 CY0193  STATE/COUNTY-  NM/HIDALGO
 CY0193  USGS QUAD   -  SUMMIT (1964)
 CY0193
 CY0193                         *CURRENT SURVEY CONTROL
 CY0193  ___________________________________________________________________
 CY0193* NAD 83(1986)-  32 26 48.     (N)    108 55 34.     (W)     SCALED    
 CY0193* NAVD 88     -      1284.56   (+/-2cm)    4214.4    (feet)  VERTCON   
 CY0193  ___________________________________________________________________
 CY0193  GEOID HEIGHT-         -25.91  (meters)                     GEOID03
 CY0193
 CY0193  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CY0193
 CY0193.The horizontal coordinates were scaled from a topographic map and have
 CY0193.an estimated accuracy of +/- 6 seconds.
 CY0193
 CY0193.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0193.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0193.The vertical order pertains to the NGVD 29 superseded value.
 CY0193
 CY0193.The geoid height was determined by GEOID03.
 CY0193
 CY0193;                    North         East    Units  Estimated Accuracy
 CY0193;SPC NM W     -   160,920.      727,250.      MT  (+/- 180 meters Scaled)
 CY0193
 CY0193                          SUPERSEDED SURVEY CONTROL
 CY0193
 CY0193  NGVD 29 (??/??/92) 1283.829  (m)         4212.03   (f) ADJ UNCH    2 0
 CY0193
 CY0193.Superseded values are not recommended for survey control.
 CY0193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0193.See file dsdata.txt to determine how the superseded data were derived.
 CY0193
 CY0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA949918(NAD 83)
 CY0193_MARKER: DB = BENCH MARK DISK
 CY0193_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0193_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0193_STAMPING: H 129 1934
 CY0193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0193+STABILITY: SURFACE MOTION
 CY0193
 CY0193  HISTORY     - Date     Condition        Report By
 CY0193  HISTORY     - 1934     MONUMENTED       CGS
 CY0193  HISTORY     - 1953     GOOD             NGS
 CY0193
 CY0193                          STATION DESCRIPTION
 CY0193
 CY0193'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CY0193'14.6 MI NW FROM LORDSBURG.
 CY0193'14.6 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC RAILWAY FROM THE
 CY0193'STATION AT LORDSBURG, 160.0 FEET NORTHEAST OF MILEPOST 1161, 68.0 FEET
 CY0193'NORTHEAST OF THE NORTHEAST RAIL OF THE TRACK, 3.0 FEET NORTHEAST OF A
 CY0193'WITNESS POST, ABOUT 4 FEET LOWER THAN THE TRACK, AND SET IN THE TOP OF
 CY0193'A CONCRETE POST PROJECTING 0.9 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0395 ***********************************************************************
 DQ0395  DESIGNATION -  H 13
 DQ0395  PID         -  DQ0395
 DQ0395  STATE/COUNTY-  NM/LEA
 DQ0395  USGS QUAD   -  DALLAS STORE (1984)
 DQ0395
 DQ0395                         *CURRENT SURVEY CONTROL
 DQ0395  ___________________________________________________________________
 DQ0395* NAD 83(1986)-  33 19 57.     (N)    103 33 31.     (W)     SCALED    
 DQ0395* NAVD 88     -      1285.024  (meters)    4215.95   (feet)  ADJUSTED  
 DQ0395  ___________________________________________________________________
 DQ0395  GEOID HEIGHT-         -22.11  (meters)                     GEOID03
 DQ0395  DYNAMIC HT  -        1283.270 (meters)    4210.19  (feet)  COMP
 DQ0395  MODELED GRAV-     979,227.0   (mgal)                       NAVD 88
 DQ0395
 DQ0395  VERT ORDER  -  SECOND    CLASS 0
 DQ0395
 DQ0395.The horizontal coordinates were scaled from a topographic map and have
 DQ0395.an estimated accuracy of +/- 6 seconds.
 DQ0395
 DQ0395.The orthometric height was determined by differential leveling
 DQ0395.and adjusted by the National Geodetic Survey in June 1991..
 DQ0395
 DQ0395.The geoid height was determined by GEOID03.
 DQ0395
 DQ0395.The dynamic height is computed by dividing the NAVD 88
 DQ0395.geopotential number by the normal gravity value computed on the
 DQ0395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0395.degrees latitude (g = 980.6199 gals.).
 DQ0395
 DQ0395.The modeled gravity was interpolated from observed gravity values.
 DQ0395
 DQ0395;                    North         East    Units  Estimated Accuracy
 DQ0395;SPC NM E     -   258,900.      237,120.      MT  (+/- 180 meters Scaled)
 DQ0395
 DQ0395                          SUPERSEDED SURVEY CONTROL
 DQ0395
 DQ0395  NGVD 29 (??/??/92) 1284.524  (m)         4214.31   (f) ADJ UNCH    2 0
 DQ0395
 DQ0395.Superseded values are not recommended for survey control.
 DQ0395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0395.See file dsdata.txt to determine how the superseded data were derived.
 DQ0395
 DQ0395_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFS341890(NAD 83)
 DQ0395_MARKER: DD = SURVEY DISK
 DQ0395_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0395_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DQ0395_STAMPING: H-13, 1930
 DQ0395_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0395+STABILITY: SURFACE MOTION
 DQ0395
 DQ0395  HISTORY     - Date     Condition        Report By
 DQ0395  HISTORY     - 1930     MONUMENTED       USGS
 DQ0395  HISTORY     - 1934     GOOD             NGS
 DQ0395  HISTORY     - 1973     MARK NOT FOUND   USGS
 DQ0395
 DQ0395                          STATION DESCRIPTION
 DQ0395
 DQ0395'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DQ0395'9.7 MI E FROM CAPROCK.
 DQ0395'9.7 MI. E. ALONG US NO. 380 51 FT. E. OF A SIDE ROAD BEARING TO THE
 DQ0395'N., 47 FT. N.E. OF THE CENTER LINE OF HWY., 2 FT. N.W. AND 24 FT. S.W.
 DQ0395'OF A FENCE CORNER IN THE N. RIGHT OF WAY FENCE LINE.
 DQ0395
 DQ0395                          STATION RECOVERY (1973)
 DQ0395
 DQ0395'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 DQ0395'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0416 ***********************************************************************
 GM0416  DESIGNATION -  H 13
 GM0416  PID         -  GM0416
 GM0416  STATE/COUNTY-  NM/TAOS
 GM0416  USGS QUAD   -  TAOS SW (1995)
 GM0416
 GM0416                         *CURRENT SURVEY CONTROL
 GM0416  ___________________________________________________________________
 GM0416* NAD 83(1986)-  36 20 58.     (N)    105 41 47.     (W)     SCALED    
 GM0416* NAVD 88     -      2066.343  (meters)    6779.33   (feet)  ADJUSTED  
 GM0416  ___________________________________________________________________
 GM0416  GEOID HEIGHT-         -17.89  (meters)                     GEOID03
 GM0416  DYNAMIC HT  -        2063.498 (meters)    6769.99  (feet)  COMP
 GM0416  MODELED GRAV-     979,182.0   (mgal)                       NAVD 88
 GM0416
 GM0416  VERT ORDER  -  FIRST     CLASS II
 GM0416
 GM0416.The horizontal coordinates were scaled from a topographic map and have
 GM0416.an estimated accuracy of +/- 6 seconds.
 GM0416
 GM0416.The orthometric height was determined by differential leveling
 GM0416.and adjusted by the National Geodetic Survey in June 1991..
 GM0416
 GM0416.The geoid height was determined by GEOID03.
 GM0416
 GM0416.The dynamic height is computed by dividing the NAVD 88
 GM0416.geopotential number by the normal gravity value computed on the
 GM0416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GM0416.degrees latitude (g = 980.6199 gals.).
 GM0416
 GM0416.The modeled gravity was interpolated from observed gravity values.
 GM0416
 GM0416;                    North         East    Units  Estimated Accuracy
 GM0416;SPC NM C     -   593,430.      549,690.      MT  (+/- 180 meters Scaled)
 GM0416
 GM0416                          SUPERSEDED SURVEY CONTROL
 GM0416
 GM0416.No superseded survey control is available for this station.
 GM0416
 GM0416_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDA375229(NAD 83)
 GM0416_MARKER: DD = SURVEY DISK
 GM0416_SETTING: 0 = UNSPECIFIED SETTING
 GM0416_STAMPING: H 13 1927 6776 FEET
 GM0416_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GM0416
 GM0416  HISTORY     - Date     Condition        Report By
 GM0416  HISTORY     - 1927     MONUMENTED       USGS
 GM0416  HISTORY     - 1964     GOOD             USGS
 GM0416
 GM0416                          STATION DESCRIPTION
 GM0416
 GM0416'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 GM0416'1.5 MI SW FROM RANCHES DE TAOS.
 GM0416'1.5 MILES SW ALONG U.S. HIGHWAY 64 FROM THE HISTORICAL CHURCH  AT
 GM0416'RANCHES DE TAOS, TAOS COUNTY, THENCE 3.5 MILES WEST ALONG NEW MEXICO
 GM0416'STATE HIGHWAY 96 AT THE SUMMIT OF A RISE, AND 39 FEET SOUTH OF THE
 GM0416'CENTERLINE OF THE HIGHWAY.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 GM0416'DISK STAMPED H 13 1927 6776 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0643 ***********************************************************************
 FM0643  DESIGNATION -  H 13
 FM0643  PID         -  FM0643
 FM0643  STATE/COUNTY-  NM/QUAY
 FM0643  USGS QUAD   -  LIBERTY MESA (1967)
 FM0643
 FM0643                         *CURRENT SURVEY CONTROL
 FM0643  ___________________________________________________________________
 FM0643* NAD 83(1992)-  35 08 20.00687(N)    103 49 47.43881(W)     ADJUSTED  
 FM0643* NAVD 88     -      1291.520  (meters)    4237.26   (feet)  ADJUSTED  
 FM0643  ___________________________________________________________________
 FM0643  X           -  -1,248,409.017 (meters)                     COMP
 FM0643  Y           -  -5,071,206.616 (meters)                     COMP
 FM0643  Z           -   3,651,208.337 (meters)                     COMP
 FM0643  LAPLACE CORR-          -2.48  (seconds)                    DEFLEC99
 FM0643  ELLIP HEIGHT-        1268.33  (meters)          (12/04/01) GPS OBS
 FM0643  GEOID HEIGHT-         -23.18  (meters)                     GEOID03
 FM0643  DYNAMIC HT  -        1289.890 (meters)    4231.91  (feet)  COMP
 FM0643  MODELED GRAV-     979,327.2   (mgal)                       NAVD 88
 FM0643
 FM0643  HORZ ORDER  -  FIRST
 FM0643  VERT ORDER  -  FIRST     CLASS II
 FM0643  ELLP ORDER  -  THIRD     CLASS II
 FM0643
 FM0643.The horizontal coordinates were established by GPS observations
 FM0643.and adjusted by the National Geodetic Survey in March 1997..
 FM0643
 FM0643.The orthometric height was determined by differential leveling
 FM0643.and adjusted by the National Geodetic Survey in June 1991..
 FM0643
 FM0643.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FM0643
 FM0643.The Laplace correction was computed from DEFLEC99 derived deflections.
 FM0643
 FM0643.The ellipsoidal height was determined by GPS observations
 FM0643.and is referenced to NAD 83.
 FM0643
 FM0643.The geoid height was determined by GEOID03.
 FM0643
 FM0643.The dynamic height is computed by dividing the NAVD 88
 FM0643.geopotential number by the normal gravity value computed on the
 FM0643.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0643.degrees latitude (g = 980.6199 gals.).
 FM0643
 FM0643.The modeled gravity was interpolated from observed gravity values.
 FM0643
 FM0643;                    North         East     Units Scale Factor Converg.
 FM0643;SPC NM E     -   459,101.679   210,880.839   MT  0.99993503   +0 17 23.3
 FM0643;SPC NM E     - 1,506,236.09    691,864.89   sFT  0.99993503   +0 17 23.3
 FM0643;UTM  13      - 3,889,072.283   606,600.442   MT  0.99974005   +0 40 24.8
 FM0643
 FM0643!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FM0643!SPC NM E     -   0.99980096  x   0.99993503  =   0.99973600
 FM0643!UTM  13      -   0.99980096  x   0.99974005  =   0.99954106
 FM0643
 FM0643                          SUPERSEDED SURVEY CONTROL
 FM0643
 FM0643  ELLIP H (08/10/01) 1268.35   (m)                       GP(       ) 3 2
 FM0643  ELLIP H (03/20/97) 1268.40   (m)                       GP(       ) 3 1
 FM0643  NAVD 88 (03/20/97) 1291.52   (m)         4237.3    (f) LEVELING    3  
 FM0643  NGVD 29 (??/??/92) 1290.891  (m)         4235.20   (f) ADJ UNCH    1 2
 FM0643
 FM0643.Superseded values are not recommended for survey control.
 FM0643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0643.See file dsdata.txt to determine how the superseded data were derived.
 FM0643
 FM0643_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFU0660089072(NAD 83)
 FM0643_MARKER: DB = BENCH MARK DISK
 FM0643_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 FM0643_SP_SET: ROCK
 FM0643_STAMPING: H 13 1927
 FM0643_MARK LOGO: CGS   
 FM0643_MAGNETIC: N = NO MAGNETIC MATERIAL
 FM0643_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FM0643_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FM0643+SATELLITE: SATELLITE OBSERVATIONS - June 13, 1996
 FM0643
 FM0643  HISTORY     - Date     Condition        Report By
 FM0643  HISTORY     - 1927     MONUMENTED       CGS
 FM0643  HISTORY     - 1967     GOOD             USGS
 FM0643  HISTORY     - 19960613 GOOD             CHANCE
 FM0643
 FM0643                          STATION DESCRIPTION
 FM0643
 FM0643'DESCRIBED BY COAST AND GEODETIC SURVEY 1927
 FM0643'6.0 MI SW FROM TUCUMCARI.
 FM0643'71 FT. NORTH OF CENTERLINE OF S.P. RY. TRACKS AND 400 YARDS WEST OF
 FM0643'MILE POST 1621.  SET IN A FLAT ROCK THE TOP OF SAME BEING ABOUT 8 FT.
 FM0643'BELOW THE LEVEL OF THE TRACK.  ABOUT 40 YARDS WEST OF THE WEST END OF
 FM0643'A ROCK CUT.
 FM0643
 FM0643                          STATION RECOVERY (1967)
 FM0643
 FM0643'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 FM0643'RECOVERED IN GOOD CONDITION.
 FM0643
 FM0643                          STATION RECOVERY (1996)
 FM0643
 FM0643'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (MFY)
 FM0643'A NEW AND COMPLETE DESCRIPTION FOLLOWS THE STATION IS LOCATED
 FM0643'APPROXIMATELY 9.6 KM (5.95 MI) SOUTHWEST FROM TUCUMCARI ALONG THE
 FM0643'SOUTHERN PACIFIC RAILROAD.  OWNERSHIP -- SOUTHERN PACIFIC RAILROAD TO
 FM0643'REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 40 AND STATE
 FM0643'HIGHWAY 209 (EXIT 332 ALONG INTERSTATE HIGHWAY 40) , PROCEED WEST ON
 FM0643'INTERSTATE HIGHWAY 40 FOR 4.8 KM (3.00 MI) TO EXIT 329. PROCEED ALONG
 FM0643'EXIT LOOP FOR 0.48 KM (0.30 MI) TO THE JUNCTION OF THE FRONTAGE ROAD
 FM0643'ON THE LEFT.  TURN LEFT AND GO WEST ON THE FRONTAGE ROAD FOR 1.76 KM
 FM0643'(1.10 MI) TO THE JUNCTION WITH A PAVED ROAD ON THE RIGHT.  BEAR RIGHT
 FM0643'AND CONTINUE WEST ON THE PAVED ROAD FOR 1.92 KM (1.20 MI) TO THE END
 FM0643'OF TURNAROUND.  TURN RIGHT ON DIRT ROAD AND CROSS RAILROAD TRACKS.
 FM0643'TURN LEFT ON DIRT ROAD PARALLELING RAILROAD TRACKS AND PROCEED WEST
 FM0643'FOR 1.6 KM (1.00 MI) TO THE STATION ON THE LEFT THE STATION IS A BENCH
 FM0643'MARK DISK SET INTO THE TOP OF FLAT ROCK.  THE STATION IS LOCATED 0.48
 FM0643'KM (0.30 MI) WEST OF RAILROAD MILEPOST 1621, 22.5 M (73.8 FT)
 FM0643'NORTH-NORTHEAST OF A HEADWALL ABOVE CULVERT, 20.0 M (65.6 FT) NORTH OF
 FM0643'THE CENTERLINE OF THE RAILROAD TRACKS, 10.3 M (33.8 FT)
 FM0643'SOUTH-SOUTHEAST FROM A FENCE, AND 2.4 M (7.9 FT) BELOW LEVEL OF
 FM0643'RAILROAD TRACKS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0205 ***********************************************************************
 CY0205  DESIGNATION -  H 130
 CY0205  PID         -  CY0205
 CY0205  STATE/COUNTY-  NM/HIDALGO
 CY0205  USGS QUAD   -  LORDSBURG (1980)
 CY0205
 CY0205                         *CURRENT SURVEY CONTROL
 CY0205  ___________________________________________________________________
 CY0205* NAD 83(1986)-  32 18 14.     (N)    108 40 06.     (W)     SCALED    
 CY0205* NAVD 88     -      1310.15   (+/-2cm)    4298.4    (feet)  VERTCON   
 CY0205  ___________________________________________________________________
 CY0205  GEOID HEIGHT-         -25.45  (meters)                     GEOID03
 CY0205
 CY0205  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CY0205
 CY0205.The horizontal coordinates were scaled from a topographic map and have
 CY0205.an estimated accuracy of +/- 6 seconds.
 CY0205
 CY0205.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0205.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0205.The vertical order pertains to the NGVD 29 superseded value.
 CY0205
 CY0205.The geoid height was determined by GEOID03.
 CY0205
 CY0205;                    North         East    Units  Estimated Accuracy
 CY0205;SPC NM W     -   144,870.      751,370.      MT  (+/- 180 meters Scaled)
 CY0205
 CY0205                          SUPERSEDED SURVEY CONTROL
 CY0205
 CY0205  NGVD 29 (??/??/92) 1309.426  (m)         4296.01   (f) ADJ UNCH    2 0
 CY0205
 CY0205.Superseded values are not recommended for survey control.
 CY0205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0205.See file dsdata.txt to determine how the superseded data were derived.
 CY0205
 CY0205_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYA195765(NAD 83)
 CY0205_MARKER: DR = REFERENCE MARK DISK
 CY0205_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0205_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0205_STAMPING: H 130 1934
 CY0205_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0205+STABILITY: SURFACE MOTION
 CY0205
 CY0205  HISTORY     - Date     Condition        Report By
 CY0205  HISTORY     - 1934     MONUMENTED       CGS
 CY0205  HISTORY     - 1953     MARK NOT FOUND   NGS
 CY0205
 CY0205                          STATION DESCRIPTION
 CY0205
 CY0205'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CY0205'4.3 MI SE FROM LORDSBURG.
 CY0205'5.0 MILES SOUTHEAST OF LORDSBURG, HIDALGO COUNTY.  THIS BENCH MARK MAY
 CY0205'BE REACHED FROM THE SOUTHERN PACIFIC CO. RAILROAD STATION BY GOING 0.2
 CY0205'MILE EAST ALONG U.S. HIGHWAY 80, THENCE 0.6 MILE SOUTH ALONG AN
 CY0205'ASPHALT ROAD, AND THENCE 4.2 MILES SOUTHEAST ALONG A TRAIL AND AN
 CY0205'ABANDONED RAILROAD GRADE.  IT IS 75 YARDS SOUTHEAST OF OLD S.P. CO.
 CY0205'MILEPOST 1152, 135 FEET NORTHEAST OF THE CENTER LINE OF THE OLD
 CY0205'RAILROAD BED, 40 FEET NORTHEAST OF THE CENTER LINE OF THE TRAIL, AND
 CY0205'55 FEET EAST OF A FENCE.  A STANDARD DISK, STAMPED H 130 1934 AND SET
 CY0205'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CF0007 ***********************************************************************
 CF0007  DESIGNATION -  H 132
 CF0007  PID         -  CF0007
 CF0007  STATE/COUNTY-  NM/GRANT
 CF0007  USGS QUAD   -  PLAYAS PEAK (1982)
 CF0007
 CF0007                         *CURRENT SURVEY CONTROL
 CF0007  ___________________________________________________________________
 CF0007* NAD 83(1986)-  31 57 57.     (N)    108 24 27.     (W)     SCALED    
 CF0007* NAVD 88     -      1417.39   (+/-2cm)    4650.2    (feet)  VERTCON   
 CF0007  ___________________________________________________________________
 CF0007  GEOID HEIGHT-         -25.17  (meters)                     GEOID03
 CF0007
 CF0007  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CF0007
 CF0007.The horizontal coordinates were scaled from a topographic map and have
 CF0007.an estimated accuracy of +/- 6 seconds.
 CF0007
 CF0007.The NAVD 88 height was computed by applying the VERTCON shift value to
 CF0007.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CF0007.The vertical order pertains to the NGVD 29 superseded value.
 CF0007
 CF0007.The geoid height was determined by GEOID03.
 CF0007
 CF0007;                    North         East    Units  Estimated Accuracy
 CF0007;SPC NM W     -   107,230.      775,730.      MT  (+/- 180 meters Scaled)
 CF0007
 CF0007                          SUPERSEDED SURVEY CONTROL
 CF0007
 CF0007  NGVD 29 (??/??/92) 1416.611  (m)         4647.66   (f) ADJ UNCH    2 0
 CF0007
 CF0007.Superseded values are not recommended for survey control.
 CF0007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0007.See file dsdata.txt to determine how the superseded data were derived.
 CF0007
 CF0007_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RYA450395(NAD 83)
 CF0007_MARKER: DB = BENCH MARK DISK
 CF0007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CF0007_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CF0007_STAMPING: H 132 1934
 CF0007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CF0007+STABILITY: SURFACE MOTION
 CF0007
 CF0007  HISTORY     - Date     Condition        Report By
 CF0007  HISTORY     - 1934     MONUMENTED       CGS
 CF0007  HISTORY     - 1953     GOOD             NGS
 CF0007  HISTORY     - 1981     GOOD             USGS
 CF0007
 CF0007                          STATION DESCRIPTION
 CF0007
 CF0007'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CF0007'6.4 MI W FROM HACHITA.
 CF0007'6.4 MILES WEST ALONG THE SOUTHERN PACIFIC RAILWAY FROM THE STATION AT
 CF0007'HACHITA, 50 FEET SOUTHWEST OF MILEPOST 1120, 97 FEET SOUTHWEST OF THE
 CF0007'SOUTHWEST RAIL OF THE TRACK, 2.0 FEET NORTHEAST OF A FENCE, 3.0 FEET
 CF0007'NORTHWEST OF A WITNESS POST, ABOUT LEVEL WITH THE TRACK, AND SET IN
 CF0007'THE TOP OF A CONCRETE POST PROJECTING 0.8 FOOT ABOVE THE GROUND.
 CF0007
 CF0007                          STATION RECOVERY (1981)
 CF0007
 CF0007'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 CF0007'6.3 MI W ALONG THE SOUTHERN PACIFIC RAILROAD GRADE FROM THE INT. OF
 CF0007'STATE HIGHWAYS 9 & 81 N IN HACITA, ABOUT 1.000 FT. W OF THE NE CORNER
 CF0007'OF SEC. 18, T 27 S, R 15 W, 100 FT. SW OF THE CENTERLINE OF THE
 CF0007'GRADE, 1 FT. NE OF THE OLD ROW FENCE, 3 FT. NW OF A WITNESS POST,
 CF0007'ABOUT LEVEL WITH THE GRADE, SET IN THE TOP OF A CONCRETE POST
 CF0007'PORJECTING ABOUT 0.8 FT., A STANDARD TABLET STAMPED H 132 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1098 ***********************************************************************
 CX1098  DESIGNATION -  H 134 RESET
 CX1098  PID         -  CX1098
 CX1098  STATE/COUNTY-  NM/LUNA
 CX1098  USGS QUAD   -  CARNE (1965)
 CX1098
 CX1098                         *CURRENT SURVEY CONTROL
 CX1098  ___________________________________________________________________
 CX1098* NAD 83(1986)-  32 16 50.     (N)    107 32 28.     (W)     SCALED    
 CX1098* NAVD 88     -      1274.31   (meters)    4180.8    (feet)  RESET     
 CX1098  ___________________________________________________________________
 CX1098  GEOID HEIGHT-         -24.38  (meters)                     GEOID03
 CX1098
 CX1098  VERT ORDER  -  THIRD
 CX1098
 CX1098.The horizontal coordinates were scaled from a topographic map and have
 CX1098.an estimated accuracy of +/- 6 seconds.
 CX1098
 CX1098.The orthometric height was computed from unverified reset data.
 CX1098
 CX1098.The geoid height was determined by GEOID03.
 CX1098
 CX1098;                    North         East    Units  Estimated Accuracy
 CX1098;SPC NM W     -   142,010.      857,530.      MT  (+/- 180 meters Scaled)
 CX1098
 CX1098                          SUPERSEDED SURVEY CONTROL
 CX1098
 CX1098.No superseded survey control is available for this station.
 CX1098
 CX1098_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBR606743(NAD 83)
 CX1098_MARKER: DD = SURVEY DISK
 CX1098_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CX1098_SP_SET: ABUTMENT
 CX1098_STAMPING: H 134 RESET 1940
 CX1098_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CX1098
 CX1098  HISTORY     - Date     Condition        Report By
 CX1098  HISTORY     - 1940     MONUMENTED       SPRR
 CX1098  HISTORY     - 1953     GOOD             NGS
 CX1098
 CX1098                          STATION DESCRIPTION
 CX1098
 CX1098'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CX1098'12.8 MI E FROM DEMING.
 CX1098'12.8 MILES EAST ALONG THE SOUTHERN PACIFIC RAILWAY FROM THE STATION AT
 CX1098'DEMING, 1.65 MILES EAST OF THE SECTION HOUSE AT CARNE SIDING, 5 POLES
 CX1098'WEST OF MILEPOST 1221, AT BRIDGE 1220.82, 6.0 FEET NORTH OF THE NORTH
 CX1098'RAIL OF THE TRACK AND 1.0 FOOT LOWER, AND SET IN THE TOP OF THE SOUTH
 CX1098'END OF THE NORTHWEST CONCRETE ABUTMENT OF THE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0072 ***********************************************************************
 EQ0072  DESIGNATION -  H 135
 EQ0072  PID         -  EQ0072
 EQ0072  STATE/COUNTY-  NM/BERNALILLO
 EQ0072  USGS QUAD   -  CHILILI (1991)
 EQ0072
 EQ0072                         *CURRENT SURVEY CONTROL
 EQ0072  ___________________________________________________________________
 EQ0072* NAD 83(1986)-  34 53 49.     (N)    106 14 12.     (W)     SCALED    
 EQ0072* NAVD 88     -      2096.623  (meters)    6878.67   (feet)  ADJUSTED  
 EQ0072  ___________________________________________________________________
 EQ0072  GEOID HEIGHT-         -19.41  (meters)                     GEOID03
 EQ0072  DYNAMIC HT  -        2093.633 (meters)    6868.86  (feet)  COMP
 EQ0072  MODELED GRAV-     979,132.7   (mgal)                       NAVD 88
 EQ0072
 EQ0072  VERT ORDER  -  SECOND    CLASS 0
 EQ0072
 EQ0072.The horizontal coordinates were scaled from a topographic map and have
 EQ0072.an estimated accuracy of +/- 6 seconds.
 EQ0072
 EQ0072.The orthometric height was determined by differential leveling
 EQ0072.and adjusted by the National Geodetic Survey in June 1991..
 EQ0072
 EQ0072.The geoid height was determined by GEOID03.
 EQ0072
 EQ0072.The dynamic height is computed by dividing the NAVD 88
 EQ0072.geopotential number by the normal gravity value computed on the
 EQ0072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0072.degrees latitude (g = 980.6199 gals.).
 EQ0072
 EQ0072.The modeled gravity was interpolated from observed gravity values.
 EQ0072
 EQ0072;                    North         East    Units  Estimated Accuracy
 EQ0072;SPC NM C     -   432,140.      501,220.      MT  (+/- 180 meters Scaled)
 EQ0072
 EQ0072                          SUPERSEDED SURVEY CONTROL
 EQ0072
 EQ0072  NGVD 29 (??/??/92) 2095.740  (m)         6875.77   (f) ADJ UNCH    2 0
 EQ0072
 EQ0072.Superseded values are not recommended for survey control.
 EQ0072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0072.See file dsdata.txt to determine how the superseded data were derived.
 EQ0072
 EQ0072_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU870623(NAD 83)
 EQ0072_MARKER: DD = SURVEY DISK
 EQ0072_SETTING: 66 = SET IN ROCK OUTCROP
 EQ0072_SP_SET: ROCK
 EQ0072_STAMPING: H 135, 1935
 EQ0072_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EQ0072+STABILITY: POSITION/ELEVATION WELL
 EQ0072
 EQ0072  HISTORY     - Date     Condition        Report By
 EQ0072  HISTORY     - 1935     MONUMENTED       USFS
 EQ0072  HISTORY     - 1935     GOOD             NGS
 EQ0072  HISTORY     - 1954     MARK NOT FOUND   USGS
 EQ0072
 EQ0072                          STATION DESCRIPTION
 EQ0072
 EQ0072'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 EQ0072'0.5 MI N FROM CHILILI.
 EQ0072'0.5 MI. N. OF CHURCH ALONG ROAD TO ESCABOSA ABOUT 65 FT. E. OF THE
 EQ0072'ROAD AT POINT WHERE ROAD TURNS S. TO CHILILI AND SET ON ROCK.
 EQ0072
 EQ0072                          STATION RECOVERY (1954)
 EQ0072
 EQ0072'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 EQ0072'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0387 ***********************************************************************
 FN0387  DESIGNATION -  H 136
 FN0387  PID         -  FN0387
 FN0387  STATE/COUNTY-  NM/SAN MIGUEL
 FN0387  USGS QUAD   -  ROSILLA PEAK (1961)
 FN0387
 FN0387                         *CURRENT SURVEY CONTROL
 FN0387  ___________________________________________________________________
 FN0387* NAD 83(1986)-  35 40 36.     (N)    105 41 32.     (W)     SCALED    
 FN0387* NAVD 88     -      2240.141  (meters)    7349.53   (feet)  ADJUSTED  
 FN0387  ___________________________________________________________________
 FN0387  GEOID HEIGHT-         -17.37  (meters)                     GEOID03
 FN0387  DYNAMIC HT  -        2236.992 (meters)    7339.20  (feet)  COMP
 FN0387  MODELED GRAV-     979,146.2   (mgal)                       NAVD 88
 FN0387
 FN0387  VERT ORDER  -  SECOND    CLASS 0
 FN0387
 FN0387.The horizontal coordinates were scaled from a topographic map and have
 FN0387.an estimated accuracy of +/- 6 seconds.
 FN0387
 FN0387.The orthometric height was determined by differential leveling
 FN0387.and adjusted by the National Geodetic Survey in June 1991..
 FN0387
 FN0387.The geoid height was determined by GEOID03.
 FN0387
 FN0387.The dynamic height is computed by dividing the NAVD 88
 FN0387.geopotential number by the normal gravity value computed on the
 FN0387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FN0387.degrees latitude (g = 980.6199 gals.).
 FN0387
 FN0387.The modeled gravity was interpolated from observed gravity values.
 FN0387
 FN0387;                    North         East    Units  Estimated Accuracy
 FN0387;SPC NM E     -   519,500.       41,990.      MT  (+/- 180 meters Scaled)
 FN0387
 FN0387                          SUPERSEDED SURVEY CONTROL
 FN0387
 FN0387  NGVD 29 (??/??/92) 2239.089  (m)         7346.08   (f) ADJ UNCH    2 0
 FN0387
 FN0387.Superseded values are not recommended for survey control.
 FN0387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0387.See file dsdata.txt to determine how the superseded data were derived.
 FN0387
 FN0387_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV373483(NAD 83)
 FN0387_MARKER: DD = SURVEY DISK
 FN0387_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FN0387_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FN0387_STAMPING: H-136 1934
 FN0387_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FN0387+STABILITY: SURFACE MOTION
 FN0387
 FN0387  HISTORY     - Date     Condition        Report By
 FN0387  HISTORY     - 1934     MONUMENTED       USFS
 FN0387  HISTORY     - 1935     GOOD             NGS
 FN0387
 FN0387                          STATION DESCRIPTION
 FN0387
 FN0387'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FN0387'6.7 MI N FROM VALLEY RANCH POST OFFICE.
 FN0387'6.7 MI N ALONG STATE HWY NO. 63, AT EL MACHO CHURCH, ON THE E. SIDE OF
 FN0387'WALL AROUND CHURCH, AND ABOUT 2 FT. S. OF N.E. CORNER.  18 FT FROM THE
 FN0387'CENTERLINE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0508 ***********************************************************************
 FO0508  DESIGNATION -  H 137
 FO0508  PID         -  FO0508
 FO0508  STATE/COUNTY-  NM/SANDOVAL
 FO0508  USGS QUAD   -  RANCHO DEL CHAPARRAL (1970)
 FO0508
 FO0508                         *CURRENT SURVEY CONTROL
 FO0508  ___________________________________________________________________
 FO0508* NAD 83(1986)-  35 57 40.     (N)    106 47 12.     (W)     SCALED    
 FO0508* NAVD 88     -      2430.995  (meters)    7975.69   (feet)  ADJUSTED  
 FO0508  ___________________________________________________________________
 FO0508  GEOID HEIGHT-         -18.58  (meters)                     GEOID03
 FO0508  DYNAMIC HT  -        2427.549 (meters)    7964.38  (feet)  COMP
 FO0508  MODELED GRAV-     979,126.5   (mgal)                       NAVD 88
 FO0508
 FO0508  VERT ORDER  -  SECOND    CLASS 0
 FO0508
 FO0508.The horizontal coordinates were scaled from a topographic map and have
 FO0508.an estimated accuracy of +/- 6 seconds.
 FO0508
 FO0508.The orthometric height was determined by differential leveling
 FO0508.and adjusted by the National Geodetic Survey in June 1991..
 FO0508
 FO0508.The geoid height was determined by GEOID03.
 FO0508
 FO0508.The dynamic height is computed by dividing the NAVD 88
 FO0508.geopotential number by the normal gravity value computed on the
 FO0508.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0508.degrees latitude (g = 980.6199 gals.).
 FO0508
 FO0508.The modeled gravity was interpolated from observed gravity values.
 FO0508
 FO0508;                    North         East    Units  Estimated Accuracy
 FO0508;SPC NM C     -   550,330.      451,590.      MT  (+/- 180 meters Scaled)
 FO0508
 FO0508                          SUPERSEDED SURVEY CONTROL
 FO0508
 FO0508  NGVD 29 (??/??/92) 2429.920  (m)         7972.16   (f) ADJ UNCH    2 0
 FO0508
 FO0508.Superseded values are not recommended for survey control.
 FO0508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0508.See file dsdata.txt to determine how the superseded data were derived.
 FO0508
 FO0508_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV388811(NAD 83)
 FO0508_MARKER: DB = BENCH MARK DISK
 FO0508_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FO0508_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FO0508_STAMPING: H 137
 FO0508_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO0508+STABILITY: SURFACE MOTION
 FO0508
 FO0508  HISTORY     - Date     Condition        Report By
 FO0508  HISTORY     - 1941     MONUMENTED       CGS
 FO0508  HISTORY     - 1941     GOOD             NGS
 FO0508
 FO0508                          STATION DESCRIPTION
 FO0508
 FO0508'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 FO0508'16.56 MI SE FROM CUBA.
 FO0508'TO REACH BENCH MARK FROM THE POST OFFICE AT CUBA, GO 4.80 MILES
 FO0508'SOUTHEASTERLY ALONG STATE HIGHWAY NO. 126 TO JUNCTION OF STATE HIGHWAY
 FO0508'NO. 126 AND ROAD LEADING TO SAN PABLO.  THENCE, TURN LEFT (EASTERLY),
 FO0508'GO 11.76 MILES SOUTHEASTERLY TO SITE OF BENCH MARK. BENCH MARK IS ON
 FO0508'THE INSIDE OF A CURVE, ON THE POINT OF A HILL. 190.0 FEET SOUTH OF A
 FO0508'CATTLE GUARD.  63.0 FEET WEST OF A FENCE LINE. 36.0 FEET NORTHWEST OF
 FO0508'AND APPROXIMATELY 4.0 FEET ABOVE THE CENTERLINE OF THE ROAD. 3.0 FEET
 FO0508'NORTH OF A WHITE 4 X 4 INCH WOODEN MARKER POST. PROJECTING 8.0 IN.
 FO0508'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0441 ***********************************************************************
 GM0441  DESIGNATION -  H 138
 GM0441  PID         -  GM0441
 GM0441  STATE/COUNTY-  NM/RIO ARRIBA
 GM0441  USGS QUAD   -  TRUCHAS (1995)
 GM0441
 GM0441                         *CURRENT SURVEY CONTROL
 GM0441  ___________________________________________________________________
 GM0441* NAD 83(1986)-  36 02 40.     (N)    105 48 45.     (W)     SCALED    
 GM0441* NAVD 88     -      2450.959  (meters)    8041.19   (feet)  ADJUSTED  
 GM0441  ___________________________________________________________________
 GM0441  GEOID HEIGHT-         -17.50  (meters)                     GEOID03
 GM0441  DYNAMIC HT  -        2447.478 (meters)    8029.77  (feet)  COMP
 GM0441  MODELED GRAV-     979,123.2   (mgal)                       NAVD 88
 GM0441
 GM0441  VERT ORDER  -  SECOND    CLASS 0
 GM0441
 GM0441.The horizontal coordinates were scaled from a topographic map and have
 GM0441.an estimated accuracy of +/- 6 seconds.
 GM0441
 GM0441.The orthometric height was determined by differential leveling
 GM0441.and adjusted by the National Geodetic Survey in June 1991..
 GM0441
 GM0441.The geoid height was determined by GEOID03.
 GM0441
 GM0441.The dynamic height is computed by dividing the NAVD 88
 GM0441.geopotential number by the normal gravity value computed on the
 GM0441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GM0441.degrees latitude (g = 980.6199 gals.).
 GM0441
 GM0441.The modeled gravity was interpolated from observed gravity values.
 GM0441
 GM0441;                    North         East    Units  Estimated Accuracy
 GM0441;SPC NM C     -   559,530.      539,420.      MT  (+/- 180 meters Scaled)
 GM0441
 GM0441                          SUPERSEDED SURVEY CONTROL
 GM0441
 GM0441  NGVD 29 (??/??/92) 2449.810  (m)         8037.42   (f) ADJ UNCH    2 0
 GM0441
 GM0441.Superseded values are not recommended for survey control.
 GM0441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0441.See file dsdata.txt to determine how the superseded data were derived.
 GM0441
 GM0441_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV268891(NAD 83)
 GM0441_MARKER: DB = BENCH MARK DISK
 GM0441_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GM0441_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GM0441_STAMPING: H 138 1934
 GM0441_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GM0441+STABILITY: SURFACE MOTION
 GM0441
 GM0441  HISTORY     - Date     Condition        Report By
 GM0441  HISTORY     - 1934     MONUMENTED       CGS
 GM0441  HISTORY     - 1952     GOOD             USGS
 GM0441
 GM0441                          STATION DESCRIPTION
 GM0441
 GM0441'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 GM0441'IN TRUCHAS.
 GM0441'AT TRUCHAS, RIO ARRIBA COUNTY, AT THE MANUEL MARTINEZ STORE, 0.2 FOOT
 GM0441'WEST OF THE WEST WALL OF AN ADOBE HOUSE, AND 13 FEET EAST OF THE
 GM0441'CENTER LINE OF THE ROAD.  A STANDARD DISK, STAMPED H 138 1934 AND SET
 GM0441'IN THE TOP OF A CONCRETE POST ABOUT FLUSH WITH THE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0028 ***********************************************************************
 GN0028  DESIGNATION -  H 139
 GN0028  PID         -  GN0028
 GN0028  STATE/COUNTY-  NM/RIO ARRIBA
 GN0028  USGS QUAD   -  BROKE OFF MOUNTAIN (1995)
 GN0028
 GN0028                         *CURRENT SURVEY CONTROL
 GN0028  ___________________________________________________________________
 GN0028* NAD 83(1986)-  36 45 13.     (N)    106 08 36.     (W)     SCALED    
 GN0028* NAVD 88     -      2777.115  (meters)    9111.25   (feet)  ADJUSTED  
 GN0028  ___________________________________________________________________
 GN0028  GEOID HEIGHT-         -16.45  (meters)                     GEOID03
 GN0028  DYNAMIC HT  -        2773.130 (meters)    9098.18  (feet)  COMP
 GN0028  MODELED GRAV-     979,095.3   (mgal)                       NAVD 88
 GN0028
 GN0028  VERT ORDER  -  SECOND    CLASS 0
 GN0028
 GN0028.The horizontal coordinates were scaled from a topographic map and have
 GN0028.an estimated accuracy of +/- 6 seconds.
 GN0028
 GN0028.The orthometric height was determined by differential leveling
 GN0028.and adjusted by the National Geodetic Survey in June 1991..
 GN0028
 GN0028.The geoid height was determined by GEOID03.
 GN0028
 GN0028.The dynamic height is computed by dividing the NAVD 88
 GN0028.geopotential number by the normal gravity value computed on the
 GN0028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GN0028.degrees latitude (g = 980.6199 gals.).
 GN0028
 GN0028.The modeled gravity was interpolated from observed gravity values.
 GN0028
 GN0028;                    North         East    Units  Estimated Accuracy
 GN0028;SPC NM C     -   638,140.      509,520.      MT  (+/- 180 meters Scaled)
 GN0028
 GN0028                          SUPERSEDED SURVEY CONTROL
 GN0028
 GN0028.No superseded survey control is available for this station.
 GN0028
 GN0028_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCA979681(NAD 83)
 GN0028_MARKER: DD = SURVEY DISK
 GN0028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GN0028_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GN0028_STAMPING: H 139 1935
 GN0028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GN0028+STABILITY: SURFACE MOTION
 GN0028
 GN0028  HISTORY     - Date     Condition        Report By
 GN0028  HISTORY     - 1935     MONUMENTED       USFS
 GN0028  HISTORY     - 1940     GOOD             NGS
 GN0028
 GN0028                          STATION DESCRIPTION
 GN0028
 GN0028'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 GN0028'21.5 MI NW FROM NO AGUA.
 GN0028'21.5 MILES NORTHWEST OF RAILROAD STATION IN NO AGUA TO REACH FROM THE
 GN0028'DENVER AND RIO GRANDE WESTERN RAILROAD STATION IN NO AGUA, PROCEED
 GN0028'NORTH ON STATE HIGHWAY NO.  74, GO 3.6 MILES.  TURN LEFT (WEST) ONTO
 GN0028'ROAD LEADING TO SAN ANTONE RANGER STATION, GO 10.2 MILES.  TURN LEFT
 GN0028'(SOUTH) ONTO ROAD LEADING TO TUSAS CREEK, GO 7.7 MILES.  BENCH MARK IS
 GN0028'AT A SWITCH BACK CURVE ON THE NORTH SIDE OF A STEEP HILL.  74 FEET
 GN0028'NORTH OF CENTER LINE OF THE ROAD.  32 FEET NORTH OF A DRAINAGE DITCH.
 GN0028'12 FEET ABOVE LEVEL OF THE ROAD.  2.0 FEET SOUTH OF A 4 X 4 INCH
 GN0028'WOODEN POST PAINTED WHITE PROJECTING 2.0 FEET.  MONUMENT PROJECTS 0.6
 GN0028'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0392 ***********************************************************************
 DQ0392  DESIGNATION -  H 14
 DQ0392  PID         -  DQ0392
 DQ0392  STATE/COUNTY-  NM/LEA
 DQ0392  USGS QUAD   -  DALLAS STORE (1984)
 DQ0392
 DQ0392                         *CURRENT SURVEY CONTROL
 DQ0392  ___________________________________________________________________
 DQ0392* NAD 83(1986)-  33 21 10.     (N)    103 36 38.     (W)     SCALED    
 DQ0392* NAVD 88     -      1301.818  (meters)    4271.05   (feet)  ADJUSTED  
 DQ0392  ___________________________________________________________________
 DQ0392  GEOID HEIGHT-         -22.18  (meters)                     GEOID03
 DQ0392  DYNAMIC HT  -        1300.035 (meters)    4265.20  (feet)  COMP
 DQ0392  MODELED GRAV-     979,221.4   (mgal)                       NAVD 88
 DQ0392
 DQ0392  VERT ORDER  -  SECOND    CLASS 0
 DQ0392
 DQ0392.The horizontal coordinates were scaled from a topographic map and have
 DQ0392.an estimated accuracy of +/- 6 seconds.
 DQ0392
 DQ0392.The orthometric height was determined by differential leveling
 DQ0392.and adjusted by the National Geodetic Survey in June 1991..
 DQ0392
 DQ0392.The geoid height was determined by GEOID03.
 DQ0392
 DQ0392.The dynamic height is computed by dividing the NAVD 88
 DQ0392.geopotential number by the normal gravity value computed on the
 DQ0392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0392.degrees latitude (g = 980.6199 gals.).
 DQ0392
 DQ0392.The modeled gravity was interpolated from observed gravity values.
 DQ0392
 DQ0392;                    North         East    Units  Estimated Accuracy
 DQ0392;SPC NM E     -   261,110.      232,270.      MT  (+/- 180 meters Scaled)
 DQ0392
 DQ0392                          SUPERSEDED SURVEY CONTROL
 DQ0392
 DQ0392  NGVD 29 (??/??/92) 1301.307  (m)         4269.37   (f) ADJ UNCH    2 0
 DQ0392
 DQ0392.Superseded values are not recommended for survey control.
 DQ0392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0392.See file dsdata.txt to determine how the superseded data were derived.
 DQ0392
 DQ0392_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFS292912(NAD 83)
 DQ0392_MARKER: DB = BENCH MARK DISK
 DQ0392_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0392_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DQ0392_STAMPING: H-14 1930
 DQ0392_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0392+STABILITY: SURFACE MOTION
 DQ0392
 DQ0392  HISTORY     - Date     Condition        Report By
 DQ0392  HISTORY     - 1930     MONUMENTED       USGS
 DQ0392  HISTORY     - 1934     GOOD             NGS
 DQ0392  HISTORY     - 1973     MARK NOT FOUND   USGS
 DQ0392
 DQ0392                          STATION DESCRIPTION
 DQ0392
 DQ0392'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DQ0392'6.4 MI E FROM CAPROCK.
 DQ0392'6.4 MI. E. ALONG NO. 380 42 FT. N.E. OF THE CENTER LINE OF HWY., 17
 DQ0392'FT. N.W. OF THE CENTER LINE OF A GATE IN THE N. RIGHT OF WAY FENCE
 DQ0392'LINE AND SIDE ROAD BEARING TO THE N., AND 2 FT. N. AND 2 FT. W. OF A
 DQ0392'FENCE CORNER IN THE N. RIGHT OF WAY FENCE LINE.
 DQ0392
 DQ0392                          STATION RECOVERY (1973)
 DQ0392
 DQ0392'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 DQ0392'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0413 ***********************************************************************
 GM0413  DESIGNATION -  H 14
 GM0413  PID         -  GM0413
 GM0413  STATE/COUNTY-  NM/TAOS
 GM0413  USGS QUAD   -  TAOS SW (1995)
 GM0413
 GM0413                         *CURRENT SURVEY CONTROL
 GM0413  ___________________________________________________________________
 GM0413* NAD 83(1986)-  36 21 00.     (N)    105 38 31.     (W)     SCALED    
 GM0413* NAVD 88     -      2114.081  (meters)    6935.95   (feet)  ADJUSTED  
 GM0413  ___________________________________________________________________
 GM0413  GEOID HEIGHT-         -17.71  (meters)                     GEOID03
 GM0413  DYNAMIC HT  -        2111.152 (meters)    6926.34  (feet)  COMP
 GM0413  MODELED GRAV-     979,171.3   (mgal)                       NAVD 88
 GM0413
 GM0413  VERT ORDER  -  FIRST     CLASS II
 GM0413
 GM0413.The horizontal coordinates were scaled from a topographic map and have
 GM0413.an estimated accuracy of +/- 6 seconds.
 GM0413
 GM0413.The orthometric height was determined by differential leveling
 GM0413.and adjusted by the National Geodetic Survey in June 1991..
 GM0413
 GM0413.The geoid height was determined by GEOID03.
 GM0413
 GM0413.The dynamic height is computed by dividing the NAVD 88
 GM0413.geopotential number by the normal gravity value computed on the
 GM0413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GM0413.degrees latitude (g = 980.6199 gals.).
 GM0413
 GM0413.The modeled gravity was interpolated from observed gravity values.
 GM0413
 GM0413;                    North         East    Units  Estimated Accuracy
 GM0413;SPC NM C     -   593,520.      554,580.      MT  (+/- 180 meters Scaled)
 GM0413
 GM0413                          SUPERSEDED SURVEY CONTROL
 GM0413
 GM0413.No superseded survey control is available for this station.
 GM0413
 GM0413_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDA423229(NAD 83)
 GM0413_MARKER: DD = SURVEY DISK
 GM0413_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GM0413_SP_SET: CULVERT
 GM0413_STAMPING: 14 H 1927
 GM0413_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GM0413
 GM0413  HISTORY     - Date     Condition        Report By
 GM0413  HISTORY     - 1927     MONUMENTED       USGS
 GM0413  HISTORY     - 1934     GOOD             NGS
 GM0413
 GM0413                          STATION DESCRIPTION
 GM0413
 GM0413'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GM0413'2.13 MI SW FROM RANCHES OF TAOS.
 GM0413'2.13 MILES SOUTHWEST ALONG U.S. HWY. NO. 64 ON SOUTH EDGE OF U.S. HWY.
 GM0413'NO. 64, BRONZE TABLET SET IN CENTER OF TOP FACE OF PARAPET WALL OF
 GM0413'CONCRETE CULVERT RANCHES OF TAOS, 2.3 MI. SW. OF, ON S. EDGE OF RD.,
 GM0413'IN CENTER OF TOP FACE OF PARAPET WALL OF CONCRETE CULVERT. BRONZE
 GM0413'TABLET STAMPED 14 H 1927, CULVERT MARKED U S 6934.7 P B M.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0668 ***********************************************************************
 FM0668  DESIGNATION -  H 14
 FM0668  PID         -  FM0668
 FM0668  STATE/COUNTY-  NM/HARDING
 FM0668  USGS QUAD   -  HAMPTON RANCH (1968)
 FM0668
 FM0668                         *CURRENT SURVEY CONTROL
 FM0668  ___________________________________________________________________
 FM0668* NAD 83(1986)-  35 27 58.     (N)    103 43 27.     (W)     SCALED    
 FM0668* NAVD 88     -      1259.422  (meters)    4131.95   (feet)  ADJUSTED  
 FM0668  ___________________________________________________________________
 FM0668  GEOID HEIGHT-         -22.56  (meters)                     GEOID03
 FM0668  DYNAMIC HT  -        1257.875 (meters)    4126.88  (feet)  COMP
 FM0668  MODELED GRAV-     979,362.3   (mgal)                       NAVD 88
 FM0668
 FM0668  VERT ORDER  -  THIRD
 FM0668
 FM0668.The horizontal coordinates were scaled from a topographic map and have
 FM0668.an estimated accuracy of +/- 6 seconds.
 FM0668
 FM0668.The orthometric height was determined by differential leveling
 FM0668.and adjusted by the National Geodetic Survey in June 1991..
 FM0668
 FM0668.The geoid height was determined by GEOID03.
 FM0668
 FM0668.The dynamic height is computed by dividing the NAVD 88
 FM0668.geopotential number by the normal gravity value computed on the
 FM0668.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0668.degrees latitude (g = 980.6199 gals.).
 FM0668
 FM0668.The modeled gravity was interpolated from observed gravity values.
 FM0668
 FM0668;                    North         East    Units  Estimated Accuracy
 FM0668;SPC NM E     -   495,460.      220,290.      MT  (+/- 180 meters Scaled)
 FM0668
 FM0668                          SUPERSEDED SURVEY CONTROL
 FM0668
 FM0668  NGVD 29 (??/??/92) 1258.818  (m)         4129.97   (f) ADJ UNCH    3 0
 FM0668
 FM0668.Superseded values are not recommended for survey control.
 FM0668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0668.See file dsdata.txt to determine how the superseded data were derived.
 FM0668
 FM0668_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFV157254(NAD 83)
 FM0668_MARKER: DB = BENCH MARK DISK
 FM0668_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0668_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0668_STAMPING: H-14 1927
 FM0668_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0668+STABILITY: SURFACE MOTION
 FM0668
 FM0668  HISTORY     - Date     Condition        Report By
 FM0668  HISTORY     - 1927     MONUMENTED       CGS
 FM0668  HISTORY     - 1968     GOOD             USGS
 FM0668
 FM0668                          STATION DESCRIPTION
 FM0668
 FM0668'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 FM0668'5.5 MI E FROM ATARQUE.
 FM0668'LOGAN.  JUNCTION OF US HWY 54 AND STATE HWY 39.  NORTH ALONG STATE HWY
 FM0668'39 FOR 2.5 MILES.  THENCE WEST ALONG GRADED GRAVELED ROAD FOR 16.4
 FM0668'MILES TO Y-ROAD FORK.  TAKE RIGHT FORK, NORTH, FOR 1.5 MILES TO T-ROAD
 FM0668'WEST.  THENCE WEST ALONG GRADED ROAD FOR 1.5 MILES.  ABOUT 300 FT
 FM0668'NORTH OF ROAD, ABOUT 20 FT SOUTH AND 20 FT WEST OF GATE IN FENCE. A
 FM0668'STANDARD DISK SET IN TOP OF A CONCRETE POST PROJECTING 2.0 FT AND
 FM0668'STAMPED H-14 1927.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0762 ***********************************************************************
 FO0762  DESIGNATION -  H 140
 FO0762  PID         -  FO0762
 FO0762  STATE/COUNTY-  NM/MCKINLEY
 FO0762  USGS QUAD   -  DOS LOMAS (1995)
 FO0762
 FO0762                         *CURRENT SURVEY CONTROL
 FO0762  ___________________________________________________________________
 FO0762* NAD 83(1986)-  35 20 01.     (N)    107 48 08.     (W)     SCALED    
 FO0762* NAVD 88     -      2074.815  (meters)    6807.12   (feet)  ADJUSTED  
 FO0762  ___________________________________________________________________
 FO0762  GEOID HEIGHT-         -20.32  (meters)                     GEOID03
 FO0762  DYNAMIC HT  -        2071.840 (meters)    6797.36  (feet)  COMP
 FO0762  MODELED GRAV-     979,125.7   (mgal)                       NAVD 88
 FO0762
 FO0762  VERT ORDER  -  SECOND    CLASS 0
 FO0762
 FO0762.The horizontal coordinates were scaled from a topographic map and have
 FO0762.an estimated accuracy of +/- 6 seconds.
 FO0762
 FO0762.The orthometric height was determined by differential leveling
 FO0762.and adjusted by the National Geodetic Survey in June 1991..
 FO0762
 FO0762.The geoid height was determined by GEOID03.
 FO0762
 FO0762.The dynamic height is computed by dividing the NAVD 88
 FO0762.geopotential number by the normal gravity value computed on the
 FO0762.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0762.degrees latitude (g = 980.6199 gals.).
 FO0762
 FO0762.The modeled gravity was interpolated from observed gravity values.
 FO0762
 FO0762;                    North         East    Units  Estimated Accuracy
 FO0762;SPC NM W     -   480,590.      832,830.      MT  (+/- 180 meters Scaled)
 FO0762
 FO0762                          SUPERSEDED SURVEY CONTROL
 FO0762
 FO0762  NGVD 29 (??/??/92) 2073.717  (m)         6803.52   (f) ADJ UNCH    2 0
 FO0762
 FO0762.Superseded values are not recommended for survey control.
 FO0762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0762.See file dsdata.txt to determine how the superseded data were derived.
 FO0762
 FO0762_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBV453136(NAD 83)
 FO0762_MARKER: DD = SURVEY DISK
 FO0762_SETTING: 66 = SET IN ROCK OUTCROP
 FO0762_SP_SET: SANDSTONE
 FO0762_STAMPING: H 140 1935
 FO0762_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FO0762+STABILITY: POSITION/ELEVATION WELL
 FO0762
 FO0762  HISTORY     - Date     Condition        Report By
 FO0762  HISTORY     - 1935     MONUMENTED       USFS
 FO0762  HISTORY     - 1941     GOOD             NGS
 FO0762
 FO0762                          STATION DESCRIPTION
 FO0762
 FO0762'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 FO0762'9.0 MI SW FROM SAN MATEO.
 FO0762'TO REACH FROM THE POST OFFICE AT SAN MATEO-- GO 8.3 MILES WESTERLY
 FO0762'ALONG THE ROAD TO GRANTS TO WOODEN BRIDGE OVER A WASH.  THENCE,
 FO0762'CONTINUE 0.7 MILE SOUTHERLY ALONG THE ROAD TO GRANTS TO THE SITE OF
 FO0762'BENCH MARK.  BENCH MARK IS ABOUT 225.0 FEET NORTHWEST OF AN OLD STONE
 FO0762'BUILDING ON THE EAST SIDE OF ROAD, ABOUT 117.0 FEET NORTH OF THE
 FO0762'SOUTHEAST POINT OF SANDSTONE HILL AND ABOUT 285.0 FEET SOUTH OF DEEP
 FO0762'NARROW WASH.  IT IS ABOUT 114.0 FEET WEST OF AND ABOUT 11.0 FEET ABOVE
 FO0762'THE CENTERLINE OF THE ROAD, SET HORIZONTALLY IN THE TOP OF SANDSTONE
 FO0762'RIDGE RUNNING EASTERLY FROM THE BASE OF CLIFF. A STD. U.S.F.S. DISK
 FO0762'SET IN DRILL HOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0672 ***********************************************************************
 FO0672  DESIGNATION -  H 141
 FO0672  PID         -  FO0672
 FO0672  STATE/COUNTY-  NM/CIBOLA
 FO0672  USGS QUAD   -  LAGUNA (1971)
 FO0672
 FO0672                         *CURRENT SURVEY CONTROL
 FO0672  ___________________________________________________________________
 FO0672* NAD 83(1986)-  35 05 27.     (N)    107 26 56.     (W)     SCALED    
 FO0672* NAVD 88     -      1886.279  (meters)    6188.57   (feet)  ADJUSTED  
 FO0672  ___________________________________________________________________
 FO0672  GEOID HEIGHT-         -20.71  (meters)                     GEOID03
 FO0672  DYNAMIC HT  -        1883.601 (meters)    6179.78  (feet)  COMP
 FO0672  MODELED GRAV-     979,147.8   (mgal)                       NAVD 88
 FO0672
 FO0672  VERT ORDER  -  SECOND    CLASS 0
 FO0672
 FO0672.The horizontal coordinates were scaled from a topographic map and have
 FO0672.an estimated accuracy of +/- 6 seconds.
 FO0672
 FO0672.The orthometric height was determined by differential leveling
 FO0672.and adjusted by the National Geodetic Survey in June 1991..
 FO0672
 FO0672.The geoid height was determined by GEOID03.
 FO0672
 FO0672.The dynamic height is computed by dividing the NAVD 88
 FO0672.geopotential number by the normal gravity value computed on the
 FO0672.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0672.degrees latitude (g = 980.6199 gals.).
 FO0672
 FO0672.The modeled gravity was interpolated from observed gravity values.
 FO0672
 FO0672;                    North         East    Units  Estimated Accuracy
 FO0672;SPC NM W     -   453,730.      865,050.      MT  (+/- 180 meters Scaled)
 FO0672
 FO0672                          SUPERSEDED SURVEY CONTROL
 FO0672
 FO0672  NGVD 29 (??/??/92) 1885.218  (m)         6185.09   (f) ADJ UNCH    2 0
 FO0672
 FO0672.Superseded values are not recommended for survey control.
 FO0672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0672.See file dsdata.txt to determine how the superseded data were derived.
 FO0672
 FO0672_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBU767858(NAD 83)
 FO0672_MARKER: DD = SURVEY DISK
 FO0672_SETTING: 80 = SET IN A BOULDER
 FO0672_STAMPING: H 141 1935
 FO0672_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO0672+STABILITY: SURFACE MOTION
 FO0672
 FO0672  HISTORY     - Date     Condition        Report By
 FO0672  HISTORY     - 1935     MONUMENTED       USFS
 FO0672  HISTORY     - 1941     GOOD             NGS
 FO0672
 FO0672                          STATION DESCRIPTION
 FO0672
 FO0672'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 FO0672'2.0 MI S FROM ENCINAL.
 FO0672'TO REACH FROM THE CATHOLIC CHURCH IN ENCINAL-- GO 2.0 MILES SOUTHERLY
 FO0672'ALONG THE ROAD TO NEW LAGUNA TO THE SITE OF BENCH MARK.  BENCH MARK IS
 FO0672'ABOUT 0.2 MILE SOUTH OF SUMMIT OF GRADE, ON THE INSIDE OF SLIGHT
 FO0672'CURVE, 48.0 FEET WEST OF AND ABOUT 5.0 FEET ABOVE THE CENTERLINE OF
 FO0672'THE ROAD.  IT IS 34.0 FEET EAST OF THE BASE OF ROCK LEDGE, 18.5 FEET
 FO0672'WEST OF THE CENTER OF SMALL WASH ALONG THE SIDE OF ROAD AND SET
 FO0672'HORIZONTALLY IN WHITE LIMESTONE BOULDER PROJECTING 2.0 FEET ON THE
 FO0672'EAST SLOPE OF HILL AND 7.0 FEET SOUTHEAST OF SCRUB CEDAR TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0751 ***********************************************************************
 CX0751  DESIGNATION -  H 142
 CX0751  PID         -  CX0751
 CX0751  STATE/COUNTY-  NM/DONA ANA
 CX0751  USGS QUAD   -  AFTON (1978)
 CX0751
 CX0751                         *CURRENT SURVEY CONTROL
 CX0751  ___________________________________________________________________
 CX0751* NAD 83(1986)-  32 04 52.     (N)    106 57 44.     (W)     SCALED    
 CX0751* NAVD 88     -      1285.746  (meters)    4218.32   (feet)  ADJUSTED  
 CX0751  ___________________________________________________________________
 CX0751  GEOID HEIGHT-         -24.17  (meters)                     GEOID03
 CX0751  DYNAMIC HT  -        1283.801 (meters)    4211.94  (feet)  COMP
 CX0751  MODELED GRAV-     979,082.1   (mgal)                       NAVD 88
 CX0751
 CX0751  VERT ORDER  -  SECOND    CLASS 0
 CX0751
 CX0751.The horizontal coordinates were scaled from a topographic map and have
 CX0751.an estimated accuracy of +/- 6 seconds.
 CX0751
 CX0751.The orthometric height was determined by differential leveling
 CX0751.and adjusted by the National Geodetic Survey in June 1991..
 CX0751
 CX0751.The geoid height was determined by GEOID03.
 CX0751
 CX0751.The dynamic height is computed by dividing the NAVD 88
 CX0751.geopotential number by the normal gravity value computed on the
 CX0751.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0751.degrees latitude (g = 980.6199 gals.).
 CX0751
 CX0751.The modeled gravity was interpolated from observed gravity values.
 CX0751
 CX0751;                    North         East    Units  Estimated Accuracy
 CX0751;SPC NM C     -   120,080.      432,770.      MT  (+/- 180 meters Scaled)
 CX0751
 CX0751                          SUPERSEDED SURVEY CONTROL
 CX0751
 CX0751  NGVD 29 (??/??/92) 1285.148  (m)         4216.36   (f) ADJ UNCH    2 0
 CX0751
 CX0751.Superseded values are not recommended for survey control.
 CX0751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0751.See file dsdata.txt to determine how the superseded data were derived.
 CX0751
 CX0751_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR148511(NAD 83)
 CX0751_MARKER: DB = BENCH MARK DISK
 CX0751_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX0751_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CX0751_STAMPING: H 142 1934
 CX0751_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX0751+STABILITY: SURFACE MOTION
 CX0751
 CX0751  HISTORY     - Date     Condition        Report By
 CX0751  HISTORY     - 1934     MONUMENTED       NMGS
 CX0751  HISTORY     - 1953     GOOD             NGS
 CX0751
 CX0751                          STATION DESCRIPTION
 CX0751
 CX0751'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CX0751'3.55 MI E FROM KENZIN.
 CX0751'3.55 MILES EAST ALONG THE SOUTHERN PACIFIC RAILWAY FROM THE STATION AT
 CX0751'KENZIN, 94.5 FEET SOUTH OF THE SOUTH RAIL OF THE TRACK, 39.5 FEET
 CX0751'SOUTH SOUTHEAST OF MILEPOST 1258, 27 FEET NORTH OF THE CENTER LINE OF
 CX0751'A TRAIL ROAD PARALLELING THE TRACK, 3.0 FEET NORTH OF THE SOUTH
 CX0751'RIGHT-OF-WAY FENCE, 1.0 FOOT SOUTH OF A REFERENCE POST, AND SET IN THE
 CX0751'TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0276 ***********************************************************************
 CE0276  DESIGNATION -  H 143
 CE0276  PID         -  CE0276
 CE0276  STATE/COUNTY-  NM/DONA ANA
 CE0276  USGS QUAD   -  POTRILLO (1985)
 CE0276
 CE0276                         *CURRENT SURVEY CONTROL
 CE0276  ___________________________________________________________________
 CE0276* NAD 83(1986)-  31 48 08.     (N)    106 53 07.     (W)     SCALED    
 CE0276* NAVD 88     -      1259.542  (meters)    4132.35   (feet)  ADJUSTED  
 CE0276  ___________________________________________________________________
 CE0276  GEOID HEIGHT-         -24.23  (meters)                     GEOID03
 CE0276  DYNAMIC HT  -        1257.635 (meters)    4126.09  (feet)  COMP
 CE0276  MODELED GRAV-     979,081.7   (mgal)                       NAVD 88
 CE0276
 CE0276  VERT ORDER  -  SECOND    CLASS 0
 CE0276
 CE0276.The horizontal coordinates were scaled from a topographic map and have
 CE0276.an estimated accuracy of +/- 6 seconds.
 CE0276
 CE0276.The orthometric height was determined by differential leveling
 CE0276.and adjusted by the National Geodetic Survey in June 1991..
 CE0276
 CE0276.The geoid height was determined by GEOID03.
 CE0276
 CE0276.The dynamic height is computed by dividing the NAVD 88
 CE0276.geopotential number by the normal gravity value computed on the
 CE0276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0276.degrees latitude (g = 980.6199 gals.).
 CE0276
 CE0276.The modeled gravity was interpolated from observed gravity values.
 CE0276
 CE0276;                    North         East    Units  Estimated Accuracy
 CE0276;SPC NM C     -    89,110.      439,850.      MT  (+/- 180 meters Scaled)
 CE0276
 CE0276                          SUPERSEDED SURVEY CONTROL
 CE0276
 CE0276  NGVD 29 (??/??/92) 1258.984  (m)         4130.52   (f) ADJ UNCH    2 0
 CE0276
 CE0276.Superseded values are not recommended for survey control.
 CE0276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0276.See file dsdata.txt to determine how the superseded data were derived.
 CE0276
 CE0276_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR215200(NAD 83)
 CE0276_MARKER: DB = BENCH MARK DISK
 CE0276_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CE0276_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CE0276_STAMPING: H 143 1935
 CE0276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CE0276+STABILITY: SURFACE MOTION
 CE0276
 CE0276  HISTORY     - Date     Condition        Report By
 CE0276  HISTORY     - 1935     MONUMENTED       CGS
 CE0276  HISTORY     - 1976     GOOD             USGS
 CE0276
 CE0276                          STATION DESCRIPTION
 CE0276
 CE0276'DESCRIBED BY US GEOLOGICAL SURVEY 1976
 CE0276'18.45 MI W FROM EL PASO.
 CE0276'FROM JET I-10- AND MESA ROAD AT NW EDGE OF EL PASO, TRAVEL W ON MESA
 CE0276'ROAD 3.0 MI TO HWY 273, THENCE N 1.0 MI TO JCT, THENCE 3.5 MI W TO RR,
 CE0276'THENCE N 0.9 MI TO JCT, THENCE W 11.2 MI TO NORIA, THENCE S 0.1 MI TO
 CE0276'ROAD ON OLD RR, THENCE W ON OLD RR 1.35 MI TO BM, BM IS 98 FT. N OF
 CE0276'ROAD AND 2 FT. S OF A FENCE, A STANDARD CAP SET IN A CONCRETE POST AND
 CE0276'STAMPED H 143 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0488 ***********************************************************************
 DR0488  DESIGNATION -  H 144
 DR0488  PID         -  DR0488
 DR0488  STATE/COUNTY-  NM/LINCOLN
 DR0488  USGS QUAD   -  ARROYO SERRANO WEST (1981)
 DR0488
 DR0488                         *CURRENT SURVEY CONTROL
 DR0488  ___________________________________________________________________
 DR0488* NAD 83(1986)-  33 40 26.     (N)    105 07 58.     (W)     SCALED    
 DR0488* NAVD 88     -      1572.135  (meters)    5157.91   (feet)  ADJUSTED  
 DR0488  ___________________________________________________________________
 DR0488  GEOID HEIGHT-         -21.79  (meters)                     GEOID03
 DR0488  DYNAMIC HT  -        1569.841 (meters)    5150.39  (feet)  COMP
 DR0488  MODELED GRAV-     979,122.3   (mgal)                       NAVD 88
 DR0488
 DR0488  VERT ORDER  -  SECOND    CLASS 0
 DR0488
 DR0488.The horizontal coordinates were scaled from a topographic map and have
 DR0488.an estimated accuracy of +/- 6 seconds.
 DR0488
 DR0488.The orthometric height was determined by differential leveling
 DR0488.and adjusted by the National Geodetic Survey in June 1991..
 DR0488
 DR0488.The geoid height was determined by GEOID03.
 DR0488
 DR0488.The dynamic height is computed by dividing the NAVD 88
 DR0488.geopotential number by the normal gravity value computed on the
 DR0488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0488.degrees latitude (g = 980.6199 gals.).
 DR0488
 DR0488.The modeled gravity was interpolated from observed gravity values.
 DR0488
 DR0488;                    North         East    Units  Estimated Accuracy
 DR0488;SPC NM C     -   297,050.      603,600.      MT  (+/- 180 meters Scaled)
 DR0488
 DR0488                          SUPERSEDED SURVEY CONTROL
 DR0488
 DR0488  NGVD 29 (??/??/92) 1571.428  (m)         5155.59   (f) ADJ UNCH    2 0
 DR0488
 DR0488.Superseded values are not recommended for survey control.
 DR0488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0488.See file dsdata.txt to determine how the superseded data were derived.
 DR0488
 DR0488_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDT876260(NAD 83)
 DR0488_MARKER: DB = BENCH MARK DISK
 DR0488_SETTING: 80 = SET IN A BOULDER
 DR0488_STAMPING: H-144 1935
 DR0488_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR0488+STABILITY: SURFACE MOTION
 DR0488
 DR0488  HISTORY     - Date     Condition        Report By
 DR0488  HISTORY     - 1935     MONUMENTED       CGS
 DR0488  HISTORY     - 1939     GOOD             NGS
 DR0488  HISTORY     - 1978     GOOD             USGS
 DR0488
 DR0488                          STATION DESCRIPTION
 DR0488
 DR0488'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DR0488'IN PURCELLA SCHOOL HOUSE.
 DR0488'ABOUT 300 YDS. S.E. OF THE SCHOOLHOUSE, 280 FT. N. OF PURCELLA RANCH
 DR0488'HOUSE ON S. SIDE OF ROSWELL-CAPITAN ROAD, 137 FT. N. OF THE CENTER
 DR0488'LINE OF INTERSECTION OF ROADS TO ROSWELL, CAPITAN, AND ARABELA, AND
 DR0488'SET IN A 3 X 4 X 2 BLACK BOULDER, 2 FT. BELOW THE ROAD BED.
 DR0488
 DR0488                          STATION RECOVERY (1939)
 DR0488
 DR0488'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1939
 DR0488'RECOVERED IN GOOD CONDITION.
 DR0488
 DR0488                          STATION RECOVERY (1978)
 DR0488
 DR0488'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 DR0488'CAPITAN, 35.7 MI. NE ALONG STATE HWY. 48 FROM THE JCT. WITH US. HWY.
 DR0488'380 AT. 4.5 MI. EAST OF JCT. OF ROAD LEADING TO PINE LODGE, AT
 DR0488'ENTRANCE TO SMOOT RANCH, 59 FT. NORTH AND 58 FT. EAST AND 2.3 FT.
 DR0488'LOWER THAN CENTER OF STATE HWY. 48 AT N-S DIRT ROAD, 3 FT. SE OF HWY.
 DR0488'ROW FENCE, IN 3 BY 4 FOOT BOULDER ABOUT FLUSH WITH GROUND, A STANDARD
 DR0488'DISK, STAMPED H144, 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0308 ***********************************************************************
 EP0308  DESIGNATION -  H 145
 EP0308  PID         -  EP0308
 EP0308  STATE/COUNTY-  NM/LINCOLN
 EP0308  USGS QUAD   -  COWBOY MESA NE (1981)
 EP0308
 EP0308                         *CURRENT SURVEY CONTROL
 EP0308  ___________________________________________________________________
 EP0308* NAD 83(1986)-  34 09 27.     (N)    105 02 59.     (W)     SCALED    
 EP0308* NAVD 88     -      1641.447  (meters)    5385.31   (feet)  ADJUSTED  
 EP0308  ___________________________________________________________________
 EP0308  GEOID HEIGHT-         -22.15  (meters)                     GEOID03
 EP0308  DYNAMIC HT  -        1639.093 (meters)    5377.59  (feet)  COMP
 EP0308  MODELED GRAV-     979,143.6   (mgal)                       NAVD 88
 EP0308
 EP0308  VERT ORDER  -  SECOND    CLASS 0
 EP0308
 EP0308.The horizontal coordinates were scaled from a topographic map and have
 EP0308.an estimated accuracy of +/- 6 seconds.
 EP0308
 EP0308.The orthometric height was determined by differential leveling
 EP0308.and adjusted by the National Geodetic Survey in June 1991..
 EP0308
 EP0308.The geoid height was determined by GEOID03.
 EP0308
 EP0308.The dynamic height is computed by dividing the NAVD 88
 EP0308.geopotential number by the normal gravity value computed on the
 EP0308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EP0308.degrees latitude (g = 980.6199 gals.).
 EP0308
 EP0308.The modeled gravity was interpolated from observed gravity values.
 EP0308
 EP0308;                    North         East    Units  Estimated Accuracy
 EP0308;SPC NM C     -   350,770.      610,670.      MT  (+/- 180 meters Scaled)
 EP0308
 EP0308                          SUPERSEDED SURVEY CONTROL
 EP0308
 EP0308  NGVD 29 (??/??/92) 1640.678  (m)         5382.79   (f) ADJ UNCH    2 0
 EP0308
 EP0308.Superseded values are not recommended for survey control.
 EP0308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EP0308.See file dsdata.txt to determine how the superseded data were derived.
 EP0308
 EP0308_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDT954796(NAD 83)
 EP0308_MARKER: DB = BENCH MARK DISK
 EP0308_SETTING: 66 = SET IN ROCK OUTCROP
 EP0308_SP_SET: ROCK OUTCROP
 EP0308_STAMPING: H-145 1935
 EP0308_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EP0308+STABILITY: POSITION/ELEVATION WELL
 EP0308
 EP0308  HISTORY     - Date     Condition        Report By
 EP0308  HISTORY     - 1935     MONUMENTED       CGS
 EP0308  HISTORY     - 1939     GOOD             NGS
 EP0308
 EP0308                          STATION DESCRIPTION
 EP0308
 EP0308'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EP0308'10.8 MI SW FROM RAMON.
 EP0308'10.8 MI. S.W. ALONG MOSLEY-ROSWELL HWY.  (3.8 MI. E. OF MOSLEY) ABOUT
 EP0308'HALFWAY DOWN A LONG HILL TO THE E., 23 YDS N. OF THE CENTER LINE OF
 EP0308'HWY., AND SET IN A ROCK OUTCROP ON THE EDGE OF A SMALL DRY WASH.
 EP0308
 EP0308                          STATION RECOVERY (1939)
 EP0308
 EP0308'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1939
 EP0308'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0188 ***********************************************************************
 DR0188  DESIGNATION -  H 146
 DR0188  PID         -  DR0188
 DR0188  STATE/COUNTY-  NM/CHAVES
 DR0188  USGS QUAD   -  BAR C BAR RANCH (1991)
 DR0188
 DR0188                         *CURRENT SURVEY CONTROL
 DR0188  ___________________________________________________________________
 DR0188* NAD 83(1986)-  33 08 50.     (N)    104 09 14.     (W)     SCALED    
 DR0188* NAVD 88     -      1068.883  (meters)    3506.83   (feet)  ADJUSTED  
 DR0188  ___________________________________________________________________
 DR0188  GEOID HEIGHT-         -22.93  (meters)                     GEOID03
 DR0188  DYNAMIC HT  -        1067.432 (meters)    3502.07  (feet)  COMP
 DR0188  MODELED GRAV-     979,243.7   (mgal)                       NAVD 88
 DR0188
 DR0188  VERT ORDER  -  SECOND    CLASS 0
 DR0188
 DR0188.The horizontal coordinates were scaled from a topographic map and have
 DR0188.an estimated accuracy of +/- 6 seconds.
 DR0188
 DR0188.The orthometric height was determined by differential leveling
 DR0188.and adjusted by the National Geodetic Survey in June 1991..
 DR0188
 DR0188.The geoid height was determined by GEOID03.
 DR0188
 DR0188.The dynamic height is computed by dividing the NAVD 88
 DR0188.geopotential number by the normal gravity value computed on the
 DR0188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0188.degrees latitude (g = 980.6199 gals.).
 DR0188
 DR0188.The modeled gravity was interpolated from observed gravity values.
 DR0188
 DR0188;                    North         East    Units  Estimated Accuracy
 DR0188;SPC NM E     -   238,090.      181,740.      MT  (+/- 180 meters Scaled)
 DR0188
 DR0188                          SUPERSEDED SURVEY CONTROL
 DR0188
 DR0188  NGVD 29 (??/??/92) 1068.435  (m)         3505.36   (f) ADJ UNCH    2 0
 DR0188
 DR0188.Superseded values are not recommended for survey control.
 DR0188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0188.See file dsdata.txt to determine how the superseded data were derived.
 DR0188
 DR0188_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES789679(NAD 83)
 DR0188_MARKER: DB = BENCH MARK DISK
 DR0188_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR0188_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DR0188_STAMPING: H 146 1935
 DR0188_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR0188+STABILITY: SURFACE MOTION
 DR0188
 DR0188  HISTORY     - Date     Condition        Report By
 DR0188  HISTORY     - 1935     MONUMENTED       CGS
 DR0188  HISTORY     - 1941     GOOD             NGS
 DR0188
 DR0188                          STATION DESCRIPTION
 DR0188
 DR0188'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 DR0188'13.3 MI NE FROM HAGERMAN.
 DR0188'TO REACH BENCH MARK FROM THE SCHOOL BUILDING IN HAGERMAN, PROCEED EAST
 DR0188'ON STATE HIGHWAY NO. 31, GO 7.5 MILES TO LONG ARROYO.  THENCE, TURN
 DR0188'LEFT (NORTH) ON ROAD PARALLELING LONG ARROYO, GO 4.4 MILES TO WINDMILL
 DR0188'AND LARGE CONCRETE WATER TANK.  THENCE, CONTINUE ON PAST WINDMILL GO
 DR0188'1.4 MILES TO SITE OF BENCH MARK.  BENCH MARK IS 0.7 MILES NORTH OF A
 DR0188'GATE IN FENCE ACROSS THE ROAD.  15 FEET WEST OF THE CENTER LINE OF THE
 DR0188'ROAD ON THE WEST SIDE OF THE ARROYO.  3 FEET EAST OF A 4 X 4 INCH
 DR0188'WOODEN MARKER POST.  THE MONUMENT PROJECTS 0.7 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0692 ***********************************************************************
 CX0692  DESIGNATION -  H 147
 CX0692  PID         -  CX0692
 CX0692  STATE/COUNTY-  NM/DONA ANA
 CX0692  USGS QUAD   -  ANTHONY (1955)
 CX0692
 CX0692                         *CURRENT SURVEY CONTROL
 CX0692  ___________________________________________________________________
 CX0692* NAD 83(1986)-  32 02 46.     (N)    106 37 28.     (W)     SCALED    
 CX0692* NAVD 88     -      1158.868  (meters)    3802.05   (feet)  ADJUSTED  
 CX0692  ___________________________________________________________________
 CX0692  GEOID HEIGHT-         -23.91  (meters)                     GEOID03
 CX0692  DYNAMIC HT  -        1157.158 (meters)    3796.44  (feet)  COMP
 CX0692  MODELED GRAV-     979,123.5   (mgal)                       NAVD 88
 CX0692
 CX0692  VERT ORDER  -  FIRST     CLASS II
 CX0692
 CX0692.The horizontal coordinates were scaled from a topographic map and have
 CX0692.an estimated accuracy of +/- 6 seconds.
 CX0692
 CX0692.The orthometric height was determined by differential leveling
 CX0692.and adjusted by the National Geodetic Survey in June 1991..
 CX0692
 CX0692.The geoid height was determined by GEOID03.
 CX0692
 CX0692.The dynamic height is computed by dividing the NAVD 88
 CX0692.geopotential number by the normal gravity value computed on the
 CX0692.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0692.degrees latitude (g = 980.6199 gals.).
 CX0692
 CX0692.The modeled gravity was interpolated from observed gravity values.
 CX0692
 CX0692;                    North         East    Units  Estimated Accuracy
 CX0692;SPC NM C     -   116,040.      464,640.      MT  (+/- 180 meters Scaled)
 CX0692
 CX0692                          SUPERSEDED SURVEY CONTROL
 CX0692
 CX0692  NGVD 29 (??/??/92) 1158.352  (m)         3800.36   (f) ADJ UNCH    1 2
 CX0692
 CX0692.Superseded values are not recommended for survey control.
 CX0692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0692.See file dsdata.txt to determine how the superseded data were derived.
 CX0692
 CX0692_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR466467(NAD 83)
 CX0692_MARKER: DD = SURVEY DISK
 CX0692_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX0692_SP_SET: CONCRETE POST
 CX0692_STAMPING: H 147
 CX0692_MARK LOGO: CGS+SS
 CX0692_PROJECTION: PROJECTING 30 CENTIMETERS
 CX0692_MAGNETIC: N = NO MAGNETIC MATERIAL
 CX0692_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX0692+STABILITY: SURFACE MOTION
 CX0692_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CX0692+SATELLITE: SATELLITE OBSERVATIONS - April 18, 1994
 CX0692
 CX0692  HISTORY     - Date     Condition        Report By
 CX0692  HISTORY     - UNK      MONUMENTED       NMGS
 CX0692  HISTORY     - 1952     GOOD             NGS
 CX0692  HISTORY     - 1954     GOOD             NGS
 CX0692  HISTORY     - 1981     GOOD             NGS
 CX0692  HISTORY     - 19940418 GOOD             NGS
 CX0692
 CX0692                          STATION DESCRIPTION
 CX0692
 CX0692'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CX0692'1.6 MI SE FROM BERINO.
 CX0692'1.6 MILES SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 CX0692'FROM THE STATION AT BERINO, 80.5 FEET SOUTHWEST OF THE CENTER LINE OF
 CX0692'U.S. HIGHWAYS 80 AND 85, 35.4 FEET NORTHEAST OF THE NORTHEAST RAIL,
 CX0692'22.6 FEET SOUTH OF MILEPOST 1133, 42.5 FEET SOUTHWEST OF A FENCE, 1.2
 CX0692'FEET SOUTHEAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 CX0692'WHICH PROJECTS 1.2 FEET ABOVE THE GROUND.
 CX0692
 CX0692                          STATION RECOVERY (1954)
 CX0692
 CX0692'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 CX0692'RECOVERED IN GOOD CONDITION.
 CX0692
 CX0692                          STATION RECOVERY (1981)
 CX0692
 CX0692'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CX0692'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 CX0692'0.3 KM (0.2 MI) NORTH ALONG STATE HIGHWAY 20 FROM THE CITY HALL
 CX0692'IN ANTHONY, TEXAS, THENCE 5.1 KM (3.2 MI) NORTHWEST ALONG STATE
 CX0692'HIGHWAY 478, 24.5 METERS (80.5 FT)
 CX0692'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 14.9 METERS (49.0 FT)
 CX0692'EAST-NORTHEAST OF MILE POST 1133, 10.8 METERS (35.4 FT) NORTHEAST
 CX0692'OF THE NEAR RAIL OF THE ATCHISON, TOPEKA AND SANTA FE RAILROAD AND
 CX0692'6.9 METERS (22.6 FT) SOUTH OF A UTILITY POLE.
 CX0692'THE MARK IS 0.5 METERS  NE FROM A WITNESS POST.
 CX0692
 CX0692                          STATION RECOVERY (1994)
 CX0692
 CX0692'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 CX0692'8.6 M (28.2 FT) SOUTHEASTERLY ALONG STATE HIGHWAY 478 FROM THE
 CX0692'JUNCTION OF STATE HIGHWAY 189 IN VADO, 24.6 M (80.7 FT) SOUTHWEST OF
 CX0692'AND LEVEL WITH THE HIGHWAY CENTERLINE, 15.6 M (51.2 FT) NORTHEAST OF
 CX0692'THE SANTA FE RAILROAD MILEPOST 1133, 10.8 M (35.4 FT) NORTHEAST OF
 CX0692'THE NEAR RAIL, AND THE MONUMENT PROJECTS 0.5 M (1.6 FT) ABOVE THE
 CX0692'GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0542 ***********************************************************************
 DQ0542  DESIGNATION -  H 149
 DQ0542  PID         -  DQ0542
 DQ0542  STATE/COUNTY-  NM/LEA
 DQ0542  USGS QUAD   -  FRIER RANCH (1973)
 DQ0542
 DQ0542                         *CURRENT SURVEY CONTROL
 DQ0542  ___________________________________________________________________
 DQ0542* NAD 83(1986)-  33 10 11.     (N)    103 30 26.     (W)     SCALED    
 DQ0542* NAVD 88     -      1263.996  (meters)    4146.96   (feet)  ADJUSTED  
 DQ0542  ___________________________________________________________________
 DQ0542  GEOID HEIGHT-         -21.98  (meters)                     GEOID03
 DQ0542  DYNAMIC HT  -        1262.258 (meters)    4141.26  (feet)  COMP
 DQ0542  MODELED GRAV-     979,217.7   (mgal)                       NAVD 88
 DQ0542
 DQ0542  VERT ORDER  -  SECOND    CLASS 0
 DQ0542
 DQ0542.The horizontal coordinates were scaled from a topographic map and have
 DQ0542.an estimated accuracy of +/- 6 seconds.
 DQ0542
 DQ0542.The orthometric height was determined by differential leveling
 DQ0542.and adjusted by the National Geodetic Survey in June 1991..
 DQ0542
 DQ0542.The geoid height was determined by GEOID03.
 DQ0542
 DQ0542.The dynamic height is computed by dividing the NAVD 88
 DQ0542.geopotential number by the normal gravity value computed on the
 DQ0542.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0542.degrees latitude (g = 980.6199 gals.).
 DQ0542
 DQ0542.The modeled gravity was interpolated from observed gravity values.
 DQ0542
 DQ0542;                    North         East    Units  Estimated Accuracy
 DQ0542;SPC NM E     -   240,880.      242,050.      MT  (+/- 180 meters Scaled)
 DQ0542
 DQ0542                          SUPERSEDED SURVEY CONTROL
 DQ0542
 DQ0542  NGVD 29 (??/??/92) 1263.529  (m)         4145.43   (f) ADJ UNCH    2 0
 DQ0542
 DQ0542.Superseded values are not recommended for survey control.
 DQ0542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0542.See file dsdata.txt to determine how the superseded data were derived.
 DQ0542
 DQ0542_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFS391710(NAD 83)
 DQ0542_MARKER: DB = BENCH MARK DISK
 DQ0542_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0542_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DQ0542_STAMPING: H-149 1935
 DQ0542_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0542+STABILITY: SURFACE MOTION
 DQ0542
 DQ0542  HISTORY     - Date     Condition        Report By
 DQ0542  HISTORY     - 1935     MONUMENTED       CGS
 DQ0542
 DQ0542                          STATION DESCRIPTION
 DQ0542
 DQ0542'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DQ0542'21.2 MI NW FROM TATUM.
 DQ0542'ABOUT 11.3 MI NW ALONG US HWY NO. 380, THENCE 9.9 MI S ALONG JONES
 DQ0542'RANCH ROAD.  ON THE JONES RANCH ROAD, 68 FEET W OF A SECTION CORNER,
 DQ0542'68 FEET W OF THE CENTERLINE OF THE NORTH-SOUTH ROAD, THAN 12 FEET S OF
 DQ0542'THE CENTERLINE OF THE EAST-WEST ROAD, AND 1 FOOT N OF A FENCE LINE.
 DQ0542'ABOUT 1.0 MI N, THENCE 12.6 MI W ALONG THE EAST-WEST DIRT ROAD FROM
 DQ0542'MAC DONALD.  SECTION CORNER STAMPED T-13-S, R-34-E SECS 21,22,27,28.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0389 ***********************************************************************
 DQ0389  DESIGNATION -  H 15
 DQ0389  PID         -  DQ0389
 DQ0389  STATE/COUNTY-  NM/LEA
 DQ0389  USGS QUAD   -  SOLDIER HILL (1984)
 DQ0389
 DQ0389                         *CURRENT SURVEY CONTROL
 DQ0389  ___________________________________________________________________
 DQ0389* NAD 83(1986)-  33 22 22.     (N)    103 39 47.     (W)     SCALED    
 DQ0389* NAVD 88     -      1317.234  (meters)    4321.63   (feet)  ADJUSTED  
 DQ0389  ___________________________________________________________________
 DQ0389  GEOID HEIGHT-         -22.28  (meters)                     GEOID03
 DQ0389  DYNAMIC HT  -        1315.421 (meters)    4315.68  (feet)  COMP
 DQ0389  MODELED GRAV-     979,214.2   (mgal)                       NAVD 88
 DQ0389
 DQ0389  VERT ORDER  -  SECOND    CLASS 0
 DQ0389
 DQ0389.The horizontal coordinates were scaled from a topographic map and have
 DQ0389.an estimated accuracy of +/- 6 seconds.
 DQ0389
 DQ0389.The orthometric height was determined by differential leveling
 DQ0389.and adjusted by the National Geodetic Survey in June 1991..
 DQ0389
 DQ0389.The geoid height was determined by GEOID03.
 DQ0389
 DQ0389.The dynamic height is computed by dividing the NAVD 88
 DQ0389.geopotential number by the normal gravity value computed on the
 DQ0389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0389.degrees latitude (g = 980.6199 gals.).
 DQ0389
 DQ0389.The modeled gravity was interpolated from observed gravity values.
 DQ0389
 DQ0389;                    North         East    Units  Estimated Accuracy
 DQ0389;SPC NM E     -   263,290.      227,370.      MT  (+/- 180 meters Scaled)
 DQ0389
 DQ0389                          SUPERSEDED SURVEY CONTROL
 DQ0389
 DQ0389  NGVD 29 (??/??/92) 1316.711  (m)         4319.91   (f) ADJ UNCH    2 0
 DQ0389
 DQ0389.Superseded values are not recommended for survey control.
 DQ0389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0389.See file dsdata.txt to determine how the superseded data were derived.
 DQ0389
 DQ0389_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFS243934(NAD 83)
 DQ0389_MARKER: DD = SURVEY DISK
 DQ0389_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0389_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DQ0389_STAMPING: H-15 1930
 DQ0389_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0389+STABILITY: SURFACE MOTION
 DQ0389
 DQ0389  HISTORY     - Date     Condition        Report By
 DQ0389  HISTORY     - 1930     MONUMENTED       USGS
 DQ0389  HISTORY     - 1934     GOOD             NGS
 DQ0389  HISTORY     - 1951     MARK NOT FOUND   LOCENG
 DQ0389
 DQ0389                          STATION DESCRIPTION
 DQ0389
 DQ0389'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DQ0389'3.0 MI E FROM CAPROCK.
 DQ0389'3.0 MI. E. ALONG NO. 380 220 FT. W. OF A G.L.O. MONUMENT, 44 FT. S.W.
 DQ0389'OF THE CENTER LINE OF HWY., AND 4 FT. N. OF THE S. RIGHT OF WAY FENCE
 DQ0389'LINE.
 DQ0389
 DQ0389                          STATION RECOVERY (1951)
 DQ0389
 DQ0389'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1951
 DQ0389'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0132 ***********************************************************************
 FP0132  DESIGNATION -  H 15
 FP0132  PID         -  FP0132
 FP0132  STATE/COUNTY-  NM/MCKINLEY
 FP0132  USGS QUAD   -  CHUSKA LAKE (1970)
 FP0132
 FP0132                         *CURRENT SURVEY CONTROL
 FP0132  ___________________________________________________________________
 FP0132* NAD 83(1986)-  35 51 56.     (N)    108 43 27.     (W)     SCALED    
 FP0132* NAVD 88     -      1936.999  (meters)    6354.97   (feet)  POSTED    
 FP0132  ___________________________________________________________________
 FP0132  GEOID HEIGHT-         -20.70  (meters)                     GEOID03
 FP0132  DYNAMIC HT  -        1934.370 (meters)    6346.35  (feet)  COMP
 FP0132  MODELED GRAV-     979,209.3   (mgal)                       NAVD 88
 FP0132
 FP0132  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FP0132
 FP0132.The horizontal coordinates were scaled from a topographic map and have
 FP0132.an estimated accuracy of +/- 6 seconds.
 FP0132
 FP0132.The orthometric height was determined by differential leveling
 FP0132.and adjusted by the National Geodetic Survey in 1992..
 FP0132.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FP0132.rate of 0.0 thru 1.0 mm/km.
 FP0132
 FP0132.The geoid height was determined by GEOID03.
 FP0132
 FP0132.The dynamic height is computed by dividing the NAVD 88
 FP0132.geopotential number by the normal gravity value computed on the
 FP0132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0132.degrees latitude (g = 980.6199 gals.).
 FP0132
 FP0132.The modeled gravity was interpolated from observed gravity values.
 FP0132
 FP0132;                    North         East    Units  Estimated Accuracy
 FP0132;SPC NM W     -   539,970.      749,550.      MT  (+/- 180 meters Scaled)
 FP0132
 FP0132                          SUPERSEDED SURVEY CONTROL
 FP0132
 FP0132.No superseded survey control is available for this station.
 FP0132
 FP0132_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYE054714(NAD 83)
 FP0132_MARKER: DB = BENCH MARK DISK
 FP0132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FP0132_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FP0132_STAMPING: 6351.772 H 15 1927
 FP0132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FP0132+STABILITY: SURFACE MOTION
 FP0132
 FP0132  HISTORY     - Date     Condition        Report By
 FP0132  HISTORY     - 1927     MONUMENTED       CGS
 FP0132  HISTORY     - 1934     GOOD             NGS
 FP0132
 FP0132                          STATION DESCRIPTION
 FP0132
 FP0132'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FP0132'26.0 MI N FROM GALLUP.
 FP0132'ABOUT 26.0 MILES NORTH ALONG U.S. HIGHWAY 666 FROM THE POST OFFICE AT
 FP0132'GALLUP, ABOUT 2.4 MILES NORTHEAST OF THE INTERSECTION OF THE TOHATCHIE
 FP0132'ROAD, ABOUT 0.3 MILE NORTHEAST OF A HIGHWAY GAP ACROSS A RIDGE, ABOUT
 FP0132'200 YARDS NORTHEAST OF A BRIDGE, AND 33 FEET EAST OF THE CENTERLINE OF
 FP0132'THE HIGHWAY.  A STANDARD DISK SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0512 ***********************************************************************
 DQ0512  DESIGNATION -  H 150
 DQ0512  PID         -  DQ0512
 DQ0512  STATE/COUNTY-  NM/LEA
 DQ0512  USGS QUAD   -  COOPER-GOOD RANCH (1973)
 DQ0512
 DQ0512                         *CURRENT SURVEY CONTROL
 DQ0512  ___________________________________________________________________
 DQ0512* NAD 83(1986)-  33 10 12.     (N)    103 38 43.     (W)     SCALED    
 DQ0512* NAVD 88     -      1301.889  (meters)    4271.28   (feet)  ADJUSTED  
 DQ0512  ___________________________________________________________________
 DQ0512  GEOID HEIGHT-         -22.08  (meters)                     GEOID03
 DQ0512  DYNAMIC HT  -        1300.086 (meters)    4265.37  (feet)  COMP
 DQ0512  MODELED GRAV-     979,206.6   (mgal)                       NAVD 88
 DQ0512
 DQ0512  VERT ORDER  -  SECOND    CLASS 0
 DQ0512
 DQ0512.The horizontal coordinates were scaled from a topographic map and have
 DQ0512.an estimated accuracy of +/- 6 seconds.
 DQ0512
 DQ0512.The orthometric height was determined by differential leveling
 DQ0512.and adjusted by the National Geodetic Survey in June 1991..
 DQ0512
 DQ0512.The geoid height was determined by GEOID03.
 DQ0512
 DQ0512.The dynamic height is computed by dividing the NAVD 88
 DQ0512.geopotential number by the normal gravity value computed on the
 DQ0512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0512.degrees latitude (g = 980.6199 gals.).
 DQ0512
 DQ0512.The modeled gravity was interpolated from observed gravity values.
 DQ0512
 DQ0512;                    North         East    Units  Estimated Accuracy
 DQ0512;SPC NM E     -   240,820.      229,170.      MT  (+/- 180 meters Scaled)
 DQ0512
 DQ0512                          SUPERSEDED SURVEY CONTROL
 DQ0512
 DQ0512  NGVD 29 (??/??/92) 1301.382  (m)         4269.62   (f) ADJ UNCH    2 0
 DQ0512
 DQ0512.Superseded values are not recommended for survey control.
 DQ0512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0512.See file dsdata.txt to determine how the superseded data were derived.
 DQ0512
 DQ0512_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFS263709(NAD 83)
 DQ0512_MARKER: DB = BENCH MARK DISK
 DQ0512_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0512_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DQ0512_STAMPING: H 150 1935
 DQ0512_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0512+STABILITY: SURFACE MOTION
 DQ0512
 DQ0512  HISTORY     - Date     Condition        Report By
 DQ0512  HISTORY     - 1935     MONUMENTED       CGS
 DQ0512  HISTORY     - 1973     GOOD             USGS
 DQ0512
 DQ0512                          STATION DESCRIPTION
 DQ0512
 DQ0512'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 DQ0512'30.6 MI NW FROM LOVINGTON.
 DQ0512'11.1 MILES WEST ALONG U.S. HIGHWAY 82 FROM LOVINGTON, LEA COUNTY,
 DQ0512'THENCE 15.5 MILES NORTH ON STATE HIGHWAY 457, THENCE 2 MILES WEST,
 DQ0512'THENCE 2 MILES NORTH.  120 FEET NORTH OF THE CORNER COMMON TO SECTIONS
 DQ0512'19, 20, 29 AND 30, T13S, R33E, 18 FEET EAST OF THE CENTERLINE OF THE
 DQ0512'ROAD, 6 FEET NORTH OF A TRACK ROAD CROSSING EAST-WEST. A STANDARD
 DQ0512'DISK, STAMPED H 150 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0285 ***********************************************************************
 CV0285  DESIGNATION -  H 151
 CV0285  PID         -  CV0285
 CV0285  STATE/COUNTY-  NM/LEA
 CV0285  USGS QUAD   -  LOVINGTON SW (1985)
 CV0285
 CV0285                         *CURRENT SURVEY CONTROL
 CV0285  ___________________________________________________________________
 CV0285* NAD 83(1986)-  32 50 53.     (N)    103 28 42.     (W)     SCALED    
 CV0285* NAVD 88     -      1215.857  (meters)    3989.02   (feet)  ADJUSTED  
 CV0285  ___________________________________________________________________
 CV0285  GEOID HEIGHT-         -21.86  (meters)                     GEOID03
 CV0285  DYNAMIC HT  -        1214.184 (meters)    3983.54  (feet)  COMP
 CV0285  MODELED GRAV-     979,219.3   (mgal)                       NAVD 88
 CV0285
 CV0285  VERT ORDER  -  SECOND    CLASS 0
 CV0285
 CV0285.The horizontal coordinates were scaled from a topographic map and have
 CV0285.an estimated accuracy of +/- 6 seconds.
 CV0285
 CV0285.The orthometric height was determined by differential leveling
 CV0285.and adjusted by the National Geodetic Survey in June 1991..
 CV0285
 CV0285.The geoid height was determined by GEOID03.
 CV0285
 CV0285.The dynamic height is computed by dividing the NAVD 88
 CV0285.geopotential number by the normal gravity value computed on the
 CV0285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0285.degrees latitude (g = 980.6199 gals.).
 CV0285
 CV0285.The modeled gravity was interpolated from observed gravity values.
 CV0285
 CV0285;                    North         East    Units  Estimated Accuracy
 CV0285;SPC NM E     -   205,230.      245,030.      MT  (+/- 180 meters Scaled)
 CV0285
 CV0285                          SUPERSEDED SURVEY CONTROL
 CV0285
 CV0285  NGVD 29 (??/??/92) 1215.401  (m)         3987.53   (f) ADJ UNCH    2 0
 CV0285
 CV0285.Superseded values are not recommended for survey control.
 CV0285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0285.See file dsdata.txt to determine how the superseded data were derived.
 CV0285
 CV0285_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFS423354(NAD 83)
 CV0285_MARKER: DB = BENCH MARK DISK
 CV0285_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0285_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CV0285_STAMPING: H 151 1935
 CV0285_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CV0285+STABILITY: SURFACE MOTION
 CV0285
 CV0285  HISTORY     - Date     Condition        Report By
 CV0285  HISTORY     - 1935     MONUMENTED       CGS
 CV0285  HISTORY     - 1961     MARK NOT FOUND   USGS
 CV0285  HISTORY     - 1979     MARK NOT FOUND   USGS
 CV0285
 CV0285                          STATION DESCRIPTION
 CV0285
 CV0285'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 CV0285'13.1 MI SW FROM LOVINGTON.
 CV0285'5.4 MI W ALONG STATE HWY NO. 83, THENCE 7.7 MI SW ALONG ROADS TOWARDS
 CV0285'BUCKEYE RANCH ALONG OLD CARLSBAD AND LOVINGTON ROAD, 18 FT. S. E. OF
 CV0285'THE CENTER LINE OF THE ROAD.
 CV0285
 CV0285                          STATION RECOVERY (1961)
 CV0285
 CV0285'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 CV0285'MARK NOT FOUND.
 CV0285
 CV0285                          STATION RECOVERY (1979)
 CV0285
 CV0285'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 CV0285'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0531 ***********************************************************************
 DQ0531  DESIGNATION -  H 152
 DQ0531  PID         -  DQ0531
 DQ0531  STATE/COUNTY-  NM/LEA
 DQ0531  USGS QUAD   -  FRIER RANCH (1973)
 DQ0531
 DQ0531                         *CURRENT SURVEY CONTROL
 DQ0531  ___________________________________________________________________
 DQ0531* NAD 83(1986)-  33 07 59.     (N)    103 36 41.     (W)     SCALED    
 DQ0531* NAVD 88     -      1290.511  (meters)    4233.95   (feet)  ADJUSTED  
 DQ0531  ___________________________________________________________________
 DQ0531  GEOID HEIGHT-         -22.03  (meters)                     GEOID03
 DQ0531  DYNAMIC HT  -        1288.724 (meters)    4228.09  (feet)  COMP
 DQ0531  MODELED GRAV-     979,207.9   (mgal)                       NAVD 88
 DQ0531
 DQ0531  VERT ORDER  -  SECOND    CLASS 0
 DQ0531
 DQ0531.The horizontal coordinates were scaled from a topographic map and have
 DQ0531.an estimated accuracy of +/- 6 seconds.
 DQ0531
 DQ0531.The orthometric height was determined by differential leveling
 DQ0531.and adjusted by the National Geodetic Survey in June 1991..
 DQ0531
 DQ0531.The geoid height was determined by GEOID03.
 DQ0531
 DQ0531.The dynamic height is computed by dividing the NAVD 88
 DQ0531.geopotential number by the normal gravity value computed on the
 DQ0531.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0531.degrees latitude (g = 980.6199 gals.).
 DQ0531
 DQ0531.The modeled gravity was interpolated from observed gravity values.
 DQ0531
 DQ0531;                    North         East    Units  Estimated Accuracy
 DQ0531;SPC NM E     -   236,740.      232,360.      MT  (+/- 180 meters Scaled)
 DQ0531
 DQ0531                          SUPERSEDED SURVEY CONTROL
 DQ0531
 DQ0531  NGVD 29 (??/??/92) 1290.008  (m)         4232.30   (f) ADJ UNCH    2 0
 DQ0531
 DQ0531.Superseded values are not recommended for survey control.
 DQ0531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0531.See file dsdata.txt to determine how the superseded data were derived.
 DQ0531
 DQ0531_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFS295668(NAD 83)
 DQ0531_MARKER: DB = BENCH MARK DISK
 DQ0531_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0531_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DQ0531_STAMPING: H 152 1935
 DQ0531_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0531+STABILITY: SURFACE MOTION
 DQ0531
 DQ0531  HISTORY     - Date     Condition        Report By
 DQ0531  HISTORY     - 1935     MONUMENTED       CGS
 DQ0531  HISTORY     - 1973     MARK NOT FOUND   USGS
 DQ0531
 DQ0531                          STATION DESCRIPTION
 DQ0531
 DQ0531'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DQ0531'27 MI NE FROM MALJAMAR.
 DQ0531'10 MI E ALONG STATE HWY NO. 83, THENCE 17.0 MI N ALONG ROADS ON A N.
 DQ0531'AND S. ROAD, ABOUT 0.8 MI. N. W. OF A WINDMILL, AND 35 FT. W. OF THE
 DQ0531'CENTER LINE OF THE ROAD.
 DQ0531
 DQ0531                          STATION RECOVERY (1973)
 DQ0531
 DQ0531'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 DQ0531'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0133 ***********************************************************************
 EQ0133  DESIGNATION -  H 153
 EQ0133  PID         -  EQ0133
 EQ0133  STATE/COUNTY-  NM/SOCORRO
 EQ0133  USGS QUAD   -  SCHOLLE (1995)
 EQ0133
 EQ0133                         *CURRENT SURVEY CONTROL
 EQ0133  ___________________________________________________________________
 EQ0133* NAD 83(1986)-  34 25 34.     (N)    106 25 25.     (W)     SCALED    
 EQ0133* NAVD 88     -      1773.907  (meters)    5819.89   (feet)  ADJUSTED  
 EQ0133  ___________________________________________________________________
 EQ0133  GEOID HEIGHT-         -20.43  (meters)                     GEOID03
 EQ0133  DYNAMIC HT  -        1771.388 (meters)    5811.63  (feet)  COMP
 EQ0133  MODELED GRAV-     979,151.8   (mgal)                       NAVD 88
 EQ0133
 EQ0133  VERT ORDER  -  FIRST     CLASS II
 EQ0133
 EQ0133.The horizontal coordinates were scaled from a topographic map and have
 EQ0133.an estimated accuracy of +/- 6 seconds.
 EQ0133
 EQ0133.The orthometric height was determined by differential leveling
 EQ0133.and adjusted by the National Geodetic Survey in June 1991..
 EQ0133
 EQ0133.The geoid height was determined by GEOID03.
 EQ0133
 EQ0133.The dynamic height is computed by dividing the NAVD 88
 EQ0133.geopotential number by the normal gravity value computed on the
 EQ0133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0133.degrees latitude (g = 980.6199 gals.).
 EQ0133
 EQ0133.The modeled gravity was interpolated from observed gravity values.
 EQ0133
 EQ0133;                    North         East    Units  Estimated Accuracy
 EQ0133;SPC NM C     -   379,930.      484,040.      MT  (+/- 180 meters Scaled)
 EQ0133
 EQ0133                          SUPERSEDED SURVEY CONTROL
 EQ0133
 EQ0133  NGVD 29 (??/??/92) 1773.121  (m)         5817.31   (f) ADJ UNCH    1 2
 EQ0133
 EQ0133.Superseded values are not recommended for survey control.
 EQ0133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0133.See file dsdata.txt to determine how the superseded data were derived.
 EQ0133
 EQ0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU691103(NAD 83)
 EQ0133_MARKER: DB = BENCH MARK DISK
 EQ0133_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 EQ0133_SP_SET: 33 FT
 EQ0133_STAMPING: H 153 1958
 EQ0133_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EQ0133
 EQ0133  HISTORY     - Date     Condition        Report By
 EQ0133  HISTORY     - 1958     MONUMENTED       CGS
 EQ0133
 EQ0133                          STATION DESCRIPTION
 EQ0133
 EQ0133'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 EQ0133'13.1 MI SW FROM MOUNTAINAIR.
 EQ0133'ABOUT 13.1 MILES SOUTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 EQ0133'RAILWAY FROM THE STATION AT MOUNTAINAIR, 5 POLES EAST OF MILEPOST POST
 EQ0133'869, 110 FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK, 134 FEET
 EQ0133'NORTHEAST OF SCHOLLE SIDING SIGN, 3 1/2 FEET NORTHWEST OF A FENCE
 EQ0133'CORNER, 2 FEET EAST OF A WHITE WOODEN WITNESS POST, ABOUT 6 FEET BELOW
 EQ0133'THE LEVEL OF THE TRACK, AND ON THE TOP OF A 5/8-INCH COPPER COATED ROD
 EQ0133'WHICH IS DRIVEN TO A DEPTH OF 33 FEET AND IS ENCASED IN A 6-INCH TILE
 EQ0133'PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0315 ***********************************************************************
 EQ0315  DESIGNATION -  H 154
 EQ0315  PID         -  EQ0315
 EQ0315  STATE/COUNTY-  NM/VALENCIA
 EQ0315  USGS QUAD   -  TURN (1991)
 EQ0315
 EQ0315                         *CURRENT SURVEY CONTROL
 EQ0315  ___________________________________________________________________
 EQ0315* NAD 83(1986)-  34 30 41.     (N)    106 38 02.     (W)     SCALED    
 EQ0315* NAVD 88     -      1567.973  (meters)    5144.26   (feet)  ADJUSTED  
 EQ0315  ___________________________________________________________________
 EQ0315  GEOID HEIGHT-         -21.36  (meters)                     GEOID03
 EQ0315  DYNAMIC HT  -        1565.784 (meters)    5137.08  (feet)  COMP
 EQ0315  MODELED GRAV-     979,184.7   (mgal)                       NAVD 88
 EQ0315
 EQ0315  VERT ORDER  -  FIRST     CLASS II
 EQ0315
 EQ0315.The horizontal coordinates were scaled from a topographic map and have
 EQ0315.an estimated accuracy of +/- 6 seconds.
 EQ0315
 EQ0315.The orthometric height was determined by differential leveling
 EQ0315.and adjusted by the National Geodetic Survey in June 1991..
 EQ0315
 EQ0315.The geoid height was determined by GEOID03.
 EQ0315
 EQ0315.The dynamic height is computed by dividing the NAVD 88
 EQ0315.geopotential number by the normal gravity value computed on the
 EQ0315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0315.degrees latitude (g = 980.6199 gals.).
 EQ0315
 EQ0315.The modeled gravity was interpolated from observed gravity values.
 EQ0315
 EQ0315;                    North         East    Units  Estimated Accuracy
 EQ0315;SPC NM C     -   389,440.      464,750.      MT  (+/- 180 meters Scaled)
 EQ0315
 EQ0315                          SUPERSEDED SURVEY CONTROL
 EQ0315
 EQ0315  NGVD 29 (??/??/92) 1567.219  (m)         5141.78   (f) ADJ UNCH    1 2
 EQ0315
 EQ0315.Superseded values are not recommended for survey control.
 EQ0315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0315.See file dsdata.txt to determine how the superseded data were derived.
 EQ0315
 EQ0315_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU500200(NAD 83)
 EQ0315_MARKER: DB = BENCH MARK DISK
 EQ0315_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EQ0315_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EQ0315_STAMPING: H 154 1958
 EQ0315_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EQ0315+STABILITY: SURFACE MOTION
 EQ0315
 EQ0315  HISTORY     - Date     Condition        Report By
 EQ0315  HISTORY     - 1958     MONUMENTED       CGS
 EQ0315
 EQ0315                          STATION DESCRIPTION
 EQ0315
 EQ0315'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 EQ0315'14.3 MI SE FROM BELEN.
 EQ0315'ABOUT 2.3 MILES EAST ALONG STATE HIGHWAY 6 FROM THE ATCHISON, TOPEKA
 EQ0315'AND SANTA FE RAILWAY STATION AT BELEN, THENCE 3.6 MILES SOUTH ALONG
 EQ0315'STATE HIGHWAY 47, THENCE 8.4 MILES SOUTHEAST ALONG THE ATCHISON,
 EQ0315'TOPEKA AND SANTA FE RAILWAY, 4 POLES SOUTHEAST OF MILEPOST 883, 79
 EQ0315'FEET SOUTHWEST OF THE SOUTHWEST RAIL, 4 FEET SOUTHWEST OF A TELEPHONE
 EQ0315'POLE, 2 FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT 6 FEET
 EQ0315'ABOVE THE LEVEL OF THE TRACK, AND IN THE TOP OF A CONCRETE POST
 EQ0315'PROJECTING 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0011 ***********************************************************************
 EQ0011  DESIGNATION -  H 155
 EQ0011  PID         -  EQ0011
 EQ0011  STATE/COUNTY-  NM/TORRANCE
 EQ0011  USGS QUAD   -  WILLARD (1986)
 EQ0011
 EQ0011                         *CURRENT SURVEY CONTROL
 EQ0011  ___________________________________________________________________
 EQ0011* NAD 83(1986)-  34 33 58.     (N)    106 07 14.     (W)     SCALED    
 EQ0011* NAVD 88     -      1916.003  (meters)    6286.09   (feet)  ADJUSTED  
 EQ0011  ___________________________________________________________________
 EQ0011  GEOID HEIGHT-         -19.77  (meters)                     GEOID03
 EQ0011  DYNAMIC HT  -        1913.274 (meters)    6277.13  (feet)  COMP
 EQ0011  MODELED GRAV-     979,142.1   (mgal)                       NAVD 88
 EQ0011
 EQ0011  VERT ORDER  -  FIRST     CLASS II
 EQ0011
 EQ0011.The horizontal coordinates were scaled from a topographic map and have
 EQ0011.an estimated accuracy of +/- 6 seconds.
 EQ0011
 EQ0011.The orthometric height was determined by differential leveling
 EQ0011.and adjusted by the National Geodetic Survey in June 1991..
 EQ0011
 EQ0011.The geoid height was determined by GEOID03.
 EQ0011
 EQ0011.The dynamic height is computed by dividing the NAVD 88
 EQ0011.geopotential number by the normal gravity value computed on the
 EQ0011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0011.degrees latitude (g = 980.6199 gals.).
 EQ0011
 EQ0011.The modeled gravity was interpolated from observed gravity values.
 EQ0011
 EQ0011;                    North         East    Units  Estimated Accuracy
 EQ0011;SPC NM C     -   395,450.      511,880.      MT  (+/- 180 meters Scaled)
 EQ0011
 EQ0011                          SUPERSEDED SURVEY CONTROL
 EQ0011
 EQ0011  NGVD 29 (??/??/92) 1915.172  (m)         6283.36   (f) ADJ UNCH    1 2
 EQ0011
 EQ0011.Superseded values are not recommended for survey control.
 EQ0011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0011.See file dsdata.txt to determine how the superseded data were derived.
 EQ0011
 EQ0011_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU972254(NAD 83)
 EQ0011_MARKER: DB = BENCH MARK DISK
 EQ0011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EQ0011_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EQ0011_STAMPING: H 155 1958
 EQ0011_PROJECTION: PROJECTING 15 CENTIMETERS
 EQ0011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EQ0011+STABILITY: SURFACE MOTION
 EQ0011
 EQ0011  HISTORY     - Date     Condition        Report By
 EQ0011  HISTORY     - 1958     MONUMENTED       CGS
 EQ0011  HISTORY     - 1980     GOOD             NGS
 EQ0011
 EQ0011                          STATION DESCRIPTION
 EQ0011
 EQ0011'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 EQ0011'7.55 MI NE FROM MOUNTAINAIR.
 EQ0011'ABOUT 7.55 MILES NORTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 EQ0011'RAILWAY FROM THE STATION AT MOUNTAINAIR, ABOUT 6.1 MILES WEST OF THE
 EQ0011'STATION AT WILLARD, 9 POLES SOUTHWEST OF MILEPOST 848, 95 FEET
 EQ0011'NORTHWEST OF THE NORTHWEST RAIL OF THE MAIN TRACK, 12 FEET NORTH OF A
 EQ0011'POWER POLE, 2 1/2 FEET SOUTHEAST OF A FENCE, 2 1/2 FEET NORTHEAST OF A
 EQ0011'WHITE WOODEN WITNESS POST, ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE
 EQ0011'TRACK, AND IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 EQ0011
 EQ0011                          STATION RECOVERY (1980)
 EQ0011
 EQ0011'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 EQ0011'0.3 KM (0.2 MI) SOUTH ALONG A GRAVELED ROAD FROM THE POST OFFICE IN
 EQ0011'WILLARD, THENCE 9.6 KM (6.0 MI) WEST ALONG THE ATCHISON, TOPEKA AND
 EQ0011'SANTA FE RAILROAD, 9 POLES SOUTHWEST OF MILE POST 848, 29.0 METERS
 EQ0011'(95.0 FT) NORTHWEST OF THE NEAR RAIL, 3.7 METERS (12.0 FT) NORTH OF A
 EQ0011'UTILITY POLE, 0.8 METER (2.5 FT) SOUTHEAST OF A FENCE AND 0.8 METER
 EQ0011'(2.5 FT) NORTHEAST OF A 4X4 INCH WOODEN WITNESS POST.
 EQ0011'THE MARK IS 0.5 METERS  SW FROM A WITNESS POST.
 EQ0011'THE MARK IS 0.5 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0056 ***********************************************************************
 EP0056  DESIGNATION -  H 156
 EP0056  PID         -  EP0056
 EP0056  STATE/COUNTY-  NM/DE BACA
 EP0056  USGS QUAD   -  FORT SUMNER WEST (1965)
 EP0056
 EP0056                         *CURRENT SURVEY CONTROL
 EP0056  ___________________________________________________________________
 EP0056* NAD 83(1986)-  34 26 54.     (N)    104 16 47.     (W)     SCALED    
 EP0056* NAVD 88     -      1266.811  (meters)    4156.20   (feet)  ADJUSTED  
 EP0056  ___________________________________________________________________
 EP0056  GEOID HEIGHT-         -23.61  (meters)                     GEOID03
 EP0056  DYNAMIC HT  -        1265.125 (meters)    4150.66  (feet)  COMP
 EP0056  MODELED GRAV-     979,260.8   (mgal)                       NAVD 88
 EP0056
 EP0056  VERT ORDER  -  FIRST     CLASS II
 EP0056
 EP0056.The horizontal coordinates were scaled from a topographic map and have
 EP0056.an estimated accuracy of +/- 6 seconds.
 EP0056
 EP0056.The orthometric height was determined by differential leveling
 EP0056.and adjusted by the National Geodetic Survey in June 1991..
 EP0056
 EP0056.The geoid height was determined by GEOID03.
 EP0056
 EP0056.The dynamic height is computed by dividing the NAVD 88
 EP0056.geopotential number by the normal gravity value computed on the
 EP0056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EP0056.degrees latitude (g = 980.6199 gals.).
 EP0056
 EP0056.The modeled gravity was interpolated from observed gravity values.
 EP0056
 EP0056;                    North         East    Units  Estimated Accuracy
 EP0056;SPC NM E     -   382,390.      169,930.      MT  (+/- 180 meters Scaled)
 EP0056
 EP0056                          SUPERSEDED SURVEY CONTROL
 EP0056
 EP0056  NGVD 29 (??/??/92) 1266.202  (m)         4154.20   (f) ADJ UNCH    1 2
 EP0056
 EP0056.Superseded values are not recommended for survey control.
 EP0056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EP0056.See file dsdata.txt to determine how the superseded data were derived.
 EP0056
 EP0056_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEU661121(NAD 83)
 EP0056_MARKER: DB = BENCH MARK DISK
 EP0056_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EP0056_SP_SET: BRIDGE
 EP0056_STAMPING: H 156 1958
 EP0056_MARK LOGO: CGS   
 EP0056_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EP0056
 EP0056  HISTORY     - Date     Condition        Report By
 EP0056  HISTORY     - 1958     MONUMENTED       CGS
 EP0056  HISTORY     - 1983     GOOD             NGS
 EP0056
 EP0056                          STATION DESCRIPTION
 EP0056
 EP0056'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 EP0056'4.25 MI SW FROM FORT SUMNER.
 EP0056'ABOUT 4.25 MILES SOUTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 EP0056'RAILWAY FROM THE STATION AT FORT SUMNER, TWO TELEPHONE POLES SOUTHWEST
 EP0056'OF MILE POST 721, IN THE NORTHWEST END OF THE SOUTHWEST ABUTMENT OF A
 EP0056'BRIDGE, 7 FEET NORTHWEST OF THE NEAR RAIL, AND ABOUT 2 FEET BELOW THE
 EP0056'LEVEL OF THE TRACK.
 EP0056
 EP0056                          STATION RECOVERY (1983)
 EP0056
 EP0056'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 EP0056'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0220 ***********************************************************************
 EP0220  DESIGNATION -  H 157
 EP0220  PID         -  EP0220
 EP0220  STATE/COUNTY-  NM/GUADALUPE
 EP0220  USGS QUAD   -  LONG DRAW (1978)
 EP0220
 EP0220                         *CURRENT SURVEY CONTROL
 EP0220  ___________________________________________________________________
 EP0220* NAD 83(1986)-  34 31 15.     (N)    105 05 38.     (W)     SCALED    
 EP0220* NAVD 88     -      1745.692  (meters)    5727.32   (feet)  ADJUSTED  
 EP0220  ___________________________________________________________________
 EP0220  GEOID HEIGHT-         -21.36  (meters)                     GEOID03
 EP0220  DYNAMIC HT  -        1743.234 (meters)    5719.26  (feet)  COMP
 EP0220  MODELED GRAV-     979,164.9   (mgal)                       NAVD 88
 EP0220
 EP0220  VERT ORDER  -  FIRST     CLASS II
 EP0220
 EP0220.The horizontal coordinates were scaled from a topographic map and have
 EP0220.an estimated accuracy of +/- 6 seconds.
 EP0220
 EP0220.The orthometric height was determined by differential leveling
 EP0220.and adjusted by the National Geodetic Survey in June 1991..
 EP0220
 EP0220.The geoid height was determined by GEOID03.
 EP0220
 EP0220.The dynamic height is computed by dividing the NAVD 88
 EP0220.geopotential number by the normal gravity value computed on the
 EP0220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EP0220.degrees latitude (g = 980.6199 gals.).
 EP0220
 EP0220.The modeled gravity was interpolated from observed gravity values.
 EP0220
 EP0220;                    North         East    Units  Estimated Accuracy
 EP0220;SPC NM E     -   390,690.       95,170.      MT  (+/- 180 meters Scaled)
 EP0220
 EP0220                          SUPERSEDED SURVEY CONTROL
 EP0220
 EP0220  NGVD 29 (??/??/92) 1744.911  (m)         5724.76   (f) ADJ UNCH    1 2
 EP0220
 EP0220.Superseded values are not recommended for survey control.
 EP0220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EP0220.See file dsdata.txt to determine how the superseded data were derived.
 EP0220
 EP0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDU913199(NAD 83)
 EP0220_MARKER: DB = BENCH MARK DISK
 EP0220_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EP0220_SP_SET: ABUTMENT
 EP0220_STAMPING: H 157 1958
 EP0220_MARK LOGO: CGS   
 EP0220_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EP0220
 EP0220  HISTORY     - Date     Condition        Report By
 EP0220  HISTORY     - 1958     MONUMENTED       CGS
 EP0220  HISTORY     - 1983     GOOD             NGS
 EP0220
 EP0220                          STATION DESCRIPTION
 EP0220
 EP0220'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 EP0220'8.15 MI SE FROM VAUGHN.
 EP0220'ABOUT 8.15 MILES SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 EP0220'RAILWAY FROM THE STATION AT VAUGHN, IN THE TOP OF THE NORTHEAST END OF
 EP0220'THE SOUTHEAST ABUTMENT OF THE OVERPASS, ABOUT 0.3 MILE NORTHWEST OF
 EP0220'MILE POST 779, 7 FEET NORTHEAST OF THE NEAR RAIL, AND ABOUT 2 FEET
 EP0220'BELOW THE LEVEL OF THE TRACK.
 EP0220
 EP0220                          STATION RECOVERY (1983)
 EP0220
 EP0220'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 EP0220'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0017 ***********************************************************************
 GN0017  DESIGNATION -  H 158
 GN0017  PID         -  GN0017
 GN0017  STATE/COUNTY-  NM/RIO ARRIBA
 GN0017  USGS QUAD   -  SAN ANTONIO MOUNTAIN (1995)
 GN0017
 GN0017                         *CURRENT SURVEY CONTROL
 GN0017  ___________________________________________________________________
 GN0017* NAD 83(1986)-  36 50 09.     (N)    106 03 34.     (W)     SCALED    
 GN0017* NAVD 88     -      2694.208  (meters)    8839.25   (feet)  ADJUSTED  
 GN0017  ___________________________________________________________________
 GN0017  GEOID HEIGHT-         -16.47  (meters)                     GEOID03
 GN0017  DYNAMIC HT  -        2690.382 (meters)    8826.69  (feet)  COMP
 GN0017  MODELED GRAV-     979,113.2   (mgal)                       NAVD 88
 GN0017
 GN0017  VERT ORDER  -  SECOND    CLASS 0
 GN0017
 GN0017.The horizontal coordinates were scaled from a topographic map and have
 GN0017.an estimated accuracy of +/- 6 seconds.
 GN0017
 GN0017.The orthometric height was determined by differential leveling
 GN0017.and adjusted by the National Geodetic Survey in June 1991..
 GN0017
 GN0017.The geoid height was determined by GEOID03.
 GN0017
 GN0017.The dynamic height is computed by dividing the NAVD 88
 GN0017.geopotential number by the normal gravity value computed on the
 GN0017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GN0017.degrees latitude (g = 980.6199 gals.).
 GN0017
 GN0017.The modeled gravity was interpolated from observed gravity values.
 GN0017
 GN0017;                    North         East    Units  Estimated Accuracy
 GN0017;SPC NM C     -   647,270.      517,000.      MT  (+/- 180 meters Scaled)
 GN0017
 GN0017                          SUPERSEDED SURVEY CONTROL
 GN0017
 GN0017  NGVD 29 (??/??/92) 2692.820  (m)         8834.69   (f) ADJ UNCH    2 0
 GN0017
 GN0017.Superseded values are not recommended for survey control.
 GN0017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0017.See file dsdata.txt to determine how the superseded data were derived.
 GN0017
 GN0017_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDA055771(NAD 83)
 GN0017_MARKER: DD = SURVEY DISK
 GN0017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GN0017_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GN0017_STAMPING: H 158 1935
 GN0017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GN0017+STABILITY: SURFACE MOTION
 GN0017
 GN0017  HISTORY     - Date     Condition        Report By
 GN0017  HISTORY     - 1935     MONUMENTED       USFS
 GN0017  HISTORY     - 1940     GOOD             NGS
 GN0017
 GN0017                          STATION DESCRIPTION
 GN0017
 GN0017'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 GN0017'9.8 MI NW FROM NO AGUA.
 GN0017'9.8 MILES NORTHWEST OF RAILROAD STATION IN NO AGUA, PROCEED NORTH
 GN0017'ALONG STATE HIGHWAY NO. 74, GO 3.6 MILES.  TURN LEFT (WEST) ONTO ROAD
 GN0017'LEADING TO SAN ANTONE RANGER STATION, AT ITS JUNCTION WITH THE
 GN0017'HIGHWAY, GO 6.2 MILES BENCH MARK IS ON A SMALL MESA.  39 FEET EAST OF
 GN0017'CENTER LINE OF THE ROAD.  2.0 FEET SOUTH OF A 4 X 4 INCH WOODEN POST
 GN0017'PAINTED WHITE PROJECTING 2.0 FEET.  MONUMENT IS FLUSH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0103 ***********************************************************************
 EP0103  DESIGNATION -  H 158
 EP0103  PID         -  EP0103
 EP0103  STATE/COUNTY-  NM/DE BACA
 EP0103  USGS QUAD   -  YESO NW (1966)
 EP0103
 EP0103                         *CURRENT SURVEY CONTROL
 EP0103  ___________________________________________________________________
 EP0103* NAD 83(1986)-  34 26 42.     (N)    104 39 55.     (W)     SCALED    
 EP0103* NAVD 88     -      1483.762  (meters)    4867.98   (feet)  ADJUSTED  
 EP0103  ___________________________________________________________________
 EP0103  GEOID HEIGHT-         -22.96  (meters)                     GEOID03
 EP0103  DYNAMIC HT  -        1481.719 (meters)    4861.27  (feet)  COMP
 EP0103  MODELED GRAV-     979,206.7   (mgal)                       NAVD 88
 EP0103
 EP0103  VERT ORDER  -  FIRST     CLASS II
 EP0103
 EP0103.The horizontal coordinates were scaled from a topographic map and have
 EP0103.an estimated accuracy of +/- 6 seconds.
 EP0103
 EP0103.The orthometric height was determined by differential leveling
 EP0103.and adjusted by the National Geodetic Survey in June 1991..
 EP0103
 EP0103.The geoid height was determined by GEOID03.
 EP0103
 EP0103.The dynamic height is computed by dividing the NAVD 88
 EP0103.geopotential number by the normal gravity value computed on the
 EP0103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EP0103.degrees latitude (g = 980.6199 gals.).
 EP0103
 EP0103.The modeled gravity was interpolated from observed gravity values.
 EP0103
 EP0103;                    North         East    Units  Estimated Accuracy
 EP0103;SPC NM E     -   382,070.      134,500.      MT  (+/- 180 meters Scaled)
 EP0103
 EP0103                          SUPERSEDED SURVEY CONTROL
 EP0103
 EP0103  NGVD 29 (??/??/92) 1483.076  (m)         4865.73   (f) ADJ UNCH    1 2
 EP0103
 EP0103.Superseded values are not recommended for survey control.
 EP0103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EP0103.See file dsdata.txt to determine how the superseded data were derived.
 EP0103
 EP0103_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEU307115(NAD 83)
 EP0103_MARKER: DB = BENCH MARK DISK
 EP0103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EP0103_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EP0103_STAMPING: H 158 1958
 EP0103_MARK LOGO: CGS   
 EP0103_PROJECTION: PROJECTING 20 CENTIMETERS
 EP0103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EP0103+STABILITY: SURFACE MOTION
 EP0103
 EP0103  HISTORY     - Date     Condition        Report By
 EP0103  HISTORY     - 1958     MONUMENTED       CGS
 EP0103  HISTORY     - 1982     GOOD             NGS
 EP0103
 EP0103                          STATION DESCRIPTION
 EP0103
 EP0103'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 EP0103'3.1 MI W FROM YESO.
 EP0103'ABOUT 3.1 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 EP0103'FROM THE STATION AT YESO, 91 FEET NORTHEAST OF MILE POST 747, 99 FEET
 EP0103'NORTH OF THE NEAR RAIL, 48 FEET SOUTH OF THE CENTER LINE OF A DIM
 EP0103'TRACK ROAD, 22 FEET NORTH OF A TELEPHONE POLE, 2 FEET NORTH OF THE
 EP0103'RIGHT OF WAY FENCE, 2 FEET EAST OF A METAL WITNESS POST, ABOUT 3 FEET
 EP0103'BELOW THE LEVEL OF THE TRACK, AND IN THE TOP OF A CONCRETE POST
 EP0103'PROJECTING 8 INCHES.
 EP0103
 EP0103                          STATION RECOVERY (1982)
 EP0103
 EP0103'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 EP0103'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  34.7 KM (21.95
 EP0103'MI) WESTERLY ALONG U.S. HIGHWAY 60 FROM ITS JUNCTION WITH U.S.
 EP0103'HIGHWAY 84 IN FORT SUMNER, THENCE 0.1 KM (0.05 MI) SOUTH ALONG A
 EP0103'GRAVELED ROAD, THENCE 4.7 KM (2.9 MI) WESTERLY ALONG THE SANTA FE
 EP0103'RAILROAD, 30.2 METERS (99.1 FT) NORTH OF THE NEAR RAIL, 27.7 METERS
 EP0103'(90.9 FT) NORTHEAST OF MILEPOST 747, 14.6 METERS (47.9 FT) SOUTH OF
 EP0103'THE CENTER OF A TRACK ROAD, 6.7 METERS (22.0 FT) NORTH OF A UTILITY
 EP0103'POLE AND 0.6 METERS (2.0 FT) NORTH OF A FENCE.
 EP0103'THE MARK IS 0.6 METERS  E FROM A WITNESS POST.
 EP0103'THE MARK IS 0.9 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0057 ***********************************************************************
 EP0057  DESIGNATION -  H 159
 EP0057  PID         -  EP0057
 EP0057  STATE/COUNTY-  NM/DE BACA
 EP0057  USGS QUAD   -  FORT SUMNER WEST (1965)
 EP0057
 EP0057                         *CURRENT SURVEY CONTROL
 EP0057  ___________________________________________________________________
 EP0057* NAD 83(1986)-  34 26 08.     (N)    104 17 06.     (W)     SCALED    
 EP0057* NAVD 88     -      1275.497  (meters)    4184.69   (feet)  ADJUSTED  
 EP0057  ___________________________________________________________________
 EP0057  GEOID HEIGHT-         -23.61  (meters)                     GEOID03
 EP0057  DYNAMIC HT  -        1273.797 (meters)    4179.12  (feet)  COMP
 EP0057  MODELED GRAV-     979,258.4   (mgal)                       NAVD 88
 EP0057
 EP0057  VERT ORDER  -  FIRST     CLASS II
 EP0057
 EP0057.The horizontal coordinates were scaled from a topographic map and have
 EP0057.an estimated accuracy of +/- 6 seconds.
 EP0057
 EP0057.The orthometric height was determined by differential leveling
 EP0057.and adjusted by the National Geodetic Survey in June 1991..
 EP0057
 EP0057.The geoid height was determined by GEOID03.
 EP0057
 EP0057.The dynamic height is computed by dividing the NAVD 88
 EP0057.geopotential number by the normal gravity value computed on the
 EP0057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EP0057.degrees latitude (g = 980.6199 gals.).
 EP0057
 EP0057.The modeled gravity was interpolated from observed gravity values.
 EP0057
 EP0057;                    North         East    Units  Estimated Accuracy
 EP0057;SPC NM E     -   380,970.      169,440.      MT  (+/- 180 meters Scaled)
 EP0057
 EP0057                          SUPERSEDED SURVEY CONTROL
 EP0057
 EP0057  NGVD 29 (??/??/92) 1274.885  (m)         4182.69   (f) ADJ UNCH    1 2
 EP0057
 EP0057.Superseded values are not recommended for survey control.
 EP0057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EP0057.See file dsdata.txt to determine how the superseded data were derived.
 EP0057
 EP0057_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEU656106(NAD 83)
 EP0057_MARKER: DB = BENCH MARK DISK
 EP0057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EP0057_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EP0057_STAMPING: H 159 1958
 EP0057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EP0057+STABILITY: SURFACE MOTION
 EP0057
 EP0057  HISTORY     - Date     Condition        Report By
 EP0057  HISTORY     - 1958     MONUMENTED       CGS
 EP0057  HISTORY     - 1983     MARK NOT FOUND   NGS
 EP0057
 EP0057                          STATION DESCRIPTION
 EP0057
 EP0057'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 EP0057'5.2 MI SW FROM FORT SUMNER.
 EP0057'ABOUT 5.2 MILES SOUTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 EP0057'RAILWAY FROM THE STATION AT FORT SUMNER, 141 FEET SOUTHEAST AND ACROSS
 EP0057'THE TRACK FROM MILE POST 722, 81 FEET EAST OF THE NEAR RAIL, 27 FEET
 EP0057'NORTH OF A TELEPHONE POLE, 16 FEET WEST OF THE RIGHT OF WAY FENCE, 2
 EP0057'FEET WEST OF A CONCRETE WITNESS POST, ABOUT 4 FEET BELOW THE LEVEL OF
 EP0057'THE TRACK, AND IN THE TOP OF A CONCRETE POST PROJECTING 1 FOOT.
 EP0057
 EP0057                          STATION RECOVERY (1983)
 EP0057
 EP0057'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 EP0057'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GO0090 ***********************************************************************
 GO0090  DESIGNATION -  H 16
 GO0090  PID         -  GO0090
 GO0090  STATE/COUNTY-  NM/SAN JUAN
 GO0090  USGS QUAD   -  SULPHUR SPRING (1979)
 GO0090
 GO0090                         *CURRENT SURVEY CONTROL
 GO0090  ___________________________________________________________________
 GO0090* NAD 83(1986)-  36 42 37.     (N)    108 42 32.     (W)     SCALED    
 GO0090* NAVD 88     -      1579.582  (meters)    5182.35   (feet)  POSTED    
 GO0090  ___________________________________________________________________
 GO0090  GEOID HEIGHT-         -21.09  (meters)                     GEOID03
 GO0090  DYNAMIC HT  -        1577.660 (meters)    5176.04  (feet)  COMP
 GO0090  MODELED GRAV-     979,361.5   (mgal)                       NAVD 88
 GO0090
 GO0090  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 GO0090
 GO0090.The horizontal coordinates were scaled from a topographic map and have
 GO0090.an estimated accuracy of +/- 6 seconds.
 GO0090
 GO0090.The orthometric height was determined by differential leveling
 GO0090.and adjusted by the National Geodetic Survey in 1992..
 GO0090.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 GO0090.rate of 1.1 thru 2.0 mm/km.
 GO0090
 GO0090.The geoid height was determined by GEOID03.
 GO0090
 GO0090.The dynamic height is computed by dividing the NAVD 88
 GO0090.geopotential number by the normal gravity value computed on the
 GO0090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GO0090.degrees latitude (g = 980.6199 gals.).
 GO0090
 GO0090.The modeled gravity was interpolated from observed gravity values.
 GO0090
 GO0090;                    North         East    Units  Estimated Accuracy
 GO0090;SPC NM W     -   633,690.      751,780.      MT  (+/- 180 meters Scaled)
 GO0090
 GO0090                          SUPERSEDED SURVEY CONTROL
 GO0090
 GO0090.No superseded survey control is available for this station.
 GO0090
 GO0090_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYF046651(NAD 83)
 GO0090_MARKER: DB = BENCH MARK DISK
 GO0090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GO0090_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GO0090_STAMPING: 5179.360 H 16 1927
 GO0090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GO0090+STABILITY: SURFACE MOTION
 GO0090
 GO0090  HISTORY     - Date     Condition        Report By
 GO0090  HISTORY     - 1927     MONUMENTED       CGS
 GO0090  HISTORY     - 1965     GOOD             USGS
 GO0090  HISTORY     - 1984     MARK NOT FOUND   NGS
 GO0090
 GO0090                          STATION DESCRIPTION
 GO0090
 GO0090'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 GO0090'5.6 MI S FROM SHIPROCK.
 GO0090'ABOUT 5.6 MILES SOUTH ALONG U.S. HIGHWAY 666 FROM THE OFFICE OF THE
 GO0090'SHIPROCK AGENCY AT SHIPROCK, SAN JUAN COUNTY, ABOUT 4.7 MILES SOUTH OF
 GO0090'THE JUNCTION OF ST. HWY. 19, ON THE TOP OF A SMALL EAST-WEST RIDGE,
 GO0090'820 FT. NORTH OF A DIP IN THE HIGHWAY, AND 33 FT. WEST OF THE
 GO0090'CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED 5179.360 H 16
 GO0090'1927 AND SET IN THE TOP OF A CONCRETE POST.
 GO0090
 GO0090                          STATION RECOVERY (1984)
 GO0090
 GO0090'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GO0090'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0425 ***********************************************************************
 EO0425  DESIGNATION -  H 160
 EO0425  PID         -  EO0425
 EO0425  STATE/COUNTY-  NM/CURRY
 EO0425  USGS QUAD   -  MELROSE EAST (1972)
 EO0425
 EO0425                         *CURRENT SURVEY CONTROL
 EO0425  ___________________________________________________________________
 EO0425* NAD 83(1986)-  34 25 02.     (N)    103 31 38.     (W)     SCALED    
 EO0425* NAVD 88     -      1346.587  (meters)    4417.93   (feet)  ADJUSTED  
 EO0425  ___________________________________________________________________
 EO0425  GEOID HEIGHT-         -23.16  (meters)                     GEOID03
 EO0425  DYNAMIC HT  -        1344.829 (meters)    4412.16  (feet)  COMP
 EO0425  MODELED GRAV-     979,282.4   (mgal)                       NAVD 88
 EO0425
 EO0425  VERT ORDER  -  FIRST     CLASS II
 EO0425
 EO0425.The horizontal coordinates were scaled from a topographic map and have
 EO0425.an estimated accuracy of +/- 6 seconds.
 EO0425
 EO0425.The orthometric height was determined by differential leveling
 EO0425.and adjusted by the National Geodetic Survey in June 1991..
 EO0425
 EO0425.The geoid height was determined by GEOID03.
 EO0425
 EO0425.The dynamic height is computed by dividing the NAVD 88
 EO0425.geopotential number by the normal gravity value computed on the
 EO0425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0425.degrees latitude (g = 980.6199 gals.).
 EO0425
 EO0425.The modeled gravity was interpolated from observed gravity values.
 EO0425
 EO0425;                    North         East    Units  Estimated Accuracy
 EO0425;SPC NM E     -   379,230.      239,100.      MT  (+/- 180 meters Scaled)
 EO0425
 EO0425                          SUPERSEDED SURVEY CONTROL
 EO0425
 EO0425  NGVD 29 (??/??/92) 1346.005  (m)         4416.02   (f) ADJ UNCH    1 2
 EO0425
 EO0425.Superseded values are not recommended for survey control.
 EO0425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0425.See file dsdata.txt to determine how the superseded data were derived.
 EO0425
 EO0425_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFU353094(NAD 83)
 EO0425_MARKER: DB = BENCH MARK DISK
 EO0425_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EO0425_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EO0425_STAMPING: H 160 1958
 EO0425_MARK LOGO: CGS   
 EO0425_PROJECTION: FLUSH
 EO0425_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EO0425+STABILITY: SURFACE MOTION
 EO0425
 EO0425  HISTORY     - Date     Condition        Report By
 EO0425  HISTORY     - 1958     MONUMENTED       CGS
 EO0425  HISTORY     - 1982     GOOD             NGS
 EO0425
 EO0425                          STATION DESCRIPTION
 EO0425
 EO0425'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 EO0425'5.85 MI E FROM MELROSE.
 EO0425'ABOUT 5.85 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 EO0425'FROM THE STATION AT MELROSE, 57 FEET NORTH OF MILE POST 675, 120 FEET
 EO0425'NORTH AND ACROSS THE TRACK FROM A TELEPHONE POLE, 63 FEET SOUTH OF THE
 EO0425'CENTER LINE OF THE HIGHWAY, 65 FEET NORTH OF THE NEAR RAIL OF THE MAIN
 EO0425'TRACK, 3 FEET EAST OF A CONCRETE WITNESS POST, ABOUT 1 FOOT BELOW THE
 EO0425'LEVEL OF THE TRACK, AND IN THE TOP OF A CONCRETE POST PROJECTING 6
 EO0425'INCHES.
 EO0425
 EO0425                          STATION RECOVERY (1982)
 EO0425
 EO0425'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 EO0425'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  29.4 KM (18.2
 EO0425'MI) WESTERLY ALONG THE SANTA FE RAILROAD FROM THE RAILROAD STATION IN
 EO0425'CLOVIS, 0.5 KM (0.3 MI) EAST OF SIGNAL NUMBER 6751, 47.5 METERS (155.8
 EO0425'FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY, 19.9 METERS (65.3 FT)
 EO0425'NORTH OF THE NEAR RAIL, 17.4 METERS (57.1 FT) NORTH OF MILEPOST 675
 EO0425'AND 0.9 METERS (3.0 FT) EAST OF A CONCRETE WITNESS POST.
 EO0425'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 EO0425'THE MARK IS 0.3 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0365 ***********************************************************************
 EP0365  DESIGNATION -  H 161
 EP0365  PID         -  EP0365
 EP0365  STATE/COUNTY-  NM/TORRANCE
 EP0365  USGS QUAD   -  NEGRA SW (1978)
 EP0365
 EP0365                         *CURRENT SURVEY CONTROL
 EP0365  ___________________________________________________________________
 EP0365* NAD 83(1986)-  34 37 12.     (N)    105 40 45.     (W)     SCALED    
 EP0365* NAVD 88     -      1948.115  (meters)    6391.44   (feet)  ADJUSTED  
 EP0365  ___________________________________________________________________
 EP0365  GEOID HEIGHT-         -19.76  (meters)                     GEOID03
 EP0365  DYNAMIC HT  -        1945.336 (meters)    6382.32  (feet)  COMP
 EP0365  MODELED GRAV-     979,138.6   (mgal)                       NAVD 88
 EP0365
 EP0365  VERT ORDER  -  FIRST     CLASS II
 EP0365
 EP0365.The horizontal coordinates were scaled from a topographic map and have
 EP0365.an estimated accuracy of +/- 6 seconds.
 EP0365
 EP0365.The orthometric height was determined by differential leveling
 EP0365.and adjusted by the National Geodetic Survey in June 1991..
 EP0365
 EP0365.The geoid height was determined by GEOID03.
 EP0365
 EP0365.The dynamic height is computed by dividing the NAVD 88
 EP0365.geopotential number by the normal gravity value computed on the
 EP0365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EP0365.degrees latitude (g = 980.6199 gals.).
 EP0365
 EP0365.The modeled gravity was interpolated from observed gravity values.
 EP0365
 EP0365;                    North         East    Units  Estimated Accuracy
 EP0365;SPC NM C     -   401,570.      552,350.      MT  (+/- 180 meters Scaled)
 EP0365
 EP0365                          SUPERSEDED SURVEY CONTROL
 EP0365
 EP0365  NGVD 29 (??/??/92) 1947.284  (m)         6388.71   (f) ADJ UNCH    1 2
 EP0365
 EP0365.Superseded values are not recommended for survey control.
 EP0365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EP0365.See file dsdata.txt to determine how the superseded data were derived.
 EP0365
 EP0365_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDU377311(NAD 83)
 EP0365_MARKER: DB = BENCH MARK DISK
 EP0365_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EP0365_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EP0365_STAMPING: H 161 1958
 EP0365_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EP0365+STABILITY: SURFACE MOTION
 EP0365
 EP0365  HISTORY     - Date     Condition        Report By
 EP0365  HISTORY     - 1958     MONUMENTED       CGS
 EP0365
 EP0365                          STATION DESCRIPTION
 EP0365
 EP0365'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 EP0365'13.8 MI W FROM ENCINO.
 EP0365'ABOUT 13.8 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 EP0365'FROM THE STATION AT ENCINO, 17 1/2 POLES EAST OF MILEPOST 818, 82 FEET
 EP0365'NORTH OF THE NORTH RAIL, 15 FEET SOUTH OF A FENCE, 8 FEET WEST OF A
 EP0365'POWER POLE, 3 FEET EAST OF A WHITE WOODEN WITNESS POST, ABOUT 6 FEET
 EP0365'BELOW THE LEVEL OF THE TRACK, AND IN THE TOP OF A CONCRETE POST
 EP0365'PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0582 ***********************************************************************
 GL0582  DESIGNATION -  H 166
 GL0582  PID         -  GL0582
 GL0582  STATE/COUNTY-  NM/UNION
 GL0582  USGS QUAD   -  GOODSON SCHOOL (1972)
 GL0582
 GL0582                         *CURRENT SURVEY CONTROL
 GL0582  ___________________________________________________________________
 GL0582* NAD 83(1986)-  36 54 25.     (N)    103 03 26.     (W)     SCALED    
 GL0582* NAVD 88     -      1363.326  (meters)    4472.85   (feet)  ADJUSTED  
 GL0582  ___________________________________________________________________
 GL0582  GEOID HEIGHT-         -22.24  (meters)                     GEOID03
 GL0582  DYNAMIC HT  -        1361.807 (meters)    4467.86  (feet)  COMP
 GL0582  MODELED GRAV-     979,468.9   (mgal)                       NAVD 88
 GL0582
 GL0582  VERT ORDER  -  SECOND    CLASS 0
 GL0582
 GL0582.The horizontal coordinates were scaled from a topographic map and have
 GL0582.an estimated accuracy of +/- 6 seconds.
 GL0582
 GL0582.The orthometric height was determined by differential leveling
 GL0582.and adjusted by the National Geodetic Survey in June 1991..
 GL0582
 GL0582.The geoid height was determined by GEOID03.
 GL0582
 GL0582.The dynamic height is computed by dividing the NAVD 88
 GL0582.geopotential number by the normal gravity value computed on the
 GL0582.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0582.degrees latitude (g = 980.6199 gals.).
 GL0582
 GL0582.The modeled gravity was interpolated from observed gravity values.
 GL0582
 GL0582;                    North         East    Units  Estimated Accuracy
 GL0582;SPC NM E     -   655,910.      278,720.      MT  (+/- 180 meters Scaled)
 GL0582
 GL0582                          SUPERSEDED SURVEY CONTROL
 GL0582
 GL0582  NGVD 29 (??/??/92) 1362.611  (m)         4470.50   (f) ADJ UNCH    2 0
 GL0582
 GL0582.Superseded values are not recommended for survey control.
 GL0582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0582.See file dsdata.txt to determine how the superseded data were derived.
 GL0582
 GL0582_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA730863(NAD 83)
 GL0582_MARKER: DB = BENCH MARK DISK
 GL0582_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0582_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0582_STAMPING: H 166 1935
 GL0582_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0582+STABILITY: SURFACE MOTION
 GL0582
 GL0582  HISTORY     - Date     Condition        Report By
 GL0582  HISTORY     - 1935     MONUMENTED       CGS
 GL0582  HISTORY     - 1955     GOOD             NGS
 GL0582  HISTORY     - 20051008 POOR             INDIV
 GL0582
 GL0582                          STATION DESCRIPTION
 GL0582
 GL0582'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GL0582'5.35 MI W FROM KENTON, OK.
 GL0582'5.35 MILES WEST ALONG STATE ROAD 325 FROM THE POST OFFICE AT KENTON,
 GL0582'0.4 MILE WEST OF THE TOP OF A HILL, 120 FEET SOUTHEAST OF THE
 GL0582'SOUTHEAST LEG OF A WOODEN WINDMILL TOWER, 98 FEET NORTH OF THE CENTER
 GL0582'LINE OF THE ROAD, 64.8 FEET NORTH OF A FENCE, SET IN THE TOP OF A
 GL0582'CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 GL0582
 GL0582                          STATION RECOVERY (2005)
 GL0582
 GL0582'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (SGK)
 GL0582'1/4 OF THE CONCRETE POST HAS VERTICALLY BROKEN OFF EXPOSING THE BENCH
 GL0582'MARK SHAFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0029 ***********************************************************************
 ER0029  DESIGNATION -  H 167
 ER0029  PID         -  ER0029
 ER0029  STATE/COUNTY-  NM/CATRON
 ER0029  USGS QUAD   -  MANGAS MOUNTAIN (1981)
 ER0029
 ER0029                         *CURRENT SURVEY CONTROL
 ER0029  ___________________________________________________________________
 ER0029* NAD 83(1986)-  34 00 39.     (N)    108 21 47.     (W)     SCALED    
 ER0029* NAVD 88     -      2499.026  (meters)    8198.89   (feet)  ADJUSTED  
 ER0029  ___________________________________________________________________
 ER0029  GEOID HEIGHT-         -21.63  (meters)                     GEOID03
 ER0029  DYNAMIC HT  -        2494.921 (meters)    8185.42  (feet)  COMP
 ER0029  MODELED GRAV-     978,903.0   (mgal)                       NAVD 88
 ER0029
 ER0029  VERT ORDER  -  SECOND    CLASS 0
 ER0029
 ER0029.The horizontal coordinates were scaled from a topographic map and have
 ER0029.an estimated accuracy of +/- 6 seconds.
 ER0029
 ER0029.The orthometric height was determined by differential leveling
 ER0029.and adjusted by the National Geodetic Survey in June 1991..
 ER0029
 ER0029.The geoid height was determined by GEOID03.
 ER0029
 ER0029.The dynamic height is computed by dividing the NAVD 88
 ER0029.geopotential number by the normal gravity value computed on the
 ER0029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0029.degrees latitude (g = 980.6199 gals.).
 ER0029
 ER0029.The modeled gravity was interpolated from observed gravity values.
 ER0029
 ER0029;                    North         East    Units  Estimated Accuracy
 ER0029;SPC NM W     -   333,990.      781,070.      MT  (+/- 180 meters Scaled)
 ER0029
 ER0029                          SUPERSEDED SURVEY CONTROL
 ER0029
 ER0029  NGVD 29 (??/??/92) 2497.894  (m)         8195.17   (f) ADJ UNCH    2 0
 ER0029
 ER0029.Superseded values are not recommended for survey control.
 ER0029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0029.See file dsdata.txt to determine how the superseded data were derived.
 ER0029
 ER0029_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYC435664(NAD 83)
 ER0029_MARKER: DB = BENCH MARK DISK
 ER0029_SETTING: 80 = SET IN A BOULDER
 ER0029_SP_SET: BOULDER
 ER0029_STAMPING: H 167 1935
 ER0029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0029+STABILITY: SURFACE MOTION
 ER0029
 ER0029  HISTORY     - Date     Condition        Report By
 ER0029  HISTORY     - 1935     MONUMENTED       CGS
 ER0029  HISTORY     - 1975     MARK NOT FOUND   USGS
 ER0029
 ER0029                          STATION DESCRIPTION
 ER0029
 ER0029'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 ER0029'8.2 MI E FROM ARAGON.
 ER0029'ABOUT 8.2 MILES EAST ALONG STATE HIGHWAY 12 FROM ARAGON, CATRON
 ER0029'COUNTY, THENCE ABOUT 7.7 MILES NORTH ALONG THE MANAGAS ROAD, OPPOSITE
 ER0029'A CURVE, ABOUT 120 FEET WEST OF THE CENTER LINE OF THE ROAD, 18 FEET
 ER0029'NORTH OF A SMALL OAK TREE, 10 FEET SOUTHWEST OF A 14-INCH PINE TREE,
 ER0029'IN THE TOP OF A BOULDER, AND ABOUT 1 FOOT ABOVE GROUND.  A STANDARD
 ER0029'DISK, STAMPED H 167 1935.
 ER0029
 ER0029                          STATION RECOVERY (1975)
 ER0029
 ER0029'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 ER0029'AREA WAS DISTRURBED BY LOGGING OPERATIONS AND ROAD IMPROVEMENT.
 ER0029'BOULDER POSSIBLY OVERTURNED OR BURIED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0108 ***********************************************************************
 ER0108  DESIGNATION -  H 168
 ER0108  PID         -  ER0108
 ER0108  STATE/COUNTY-  NM/CATRON
 ER0108  USGS QUAD   -  LARGO MESA (1981)
 ER0108
 ER0108                         *CURRENT SURVEY CONTROL
 ER0108  ___________________________________________________________________
 ER0108* NAD 83(1986)-  34 09 18.     (N)    108 33 33.     (W)     SCALED    
 ER0108* NAVD 88     -      2332.403  (meters)    7652.23   (feet)  ADJUSTED  
 ER0108  ___________________________________________________________________
 ER0108  GEOID HEIGHT-         -21.59  (meters)                     GEOID03
 ER0108  DYNAMIC HT  -        2328.717 (meters)    7640.13  (feet)  COMP
 ER0108  MODELED GRAV-     978,971.3   (mgal)                       NAVD 88
 ER0108
 ER0108  VERT ORDER  -  SECOND    CLASS 0
 ER0108
 ER0108.The horizontal coordinates were scaled from a topographic map and have
 ER0108.an estimated accuracy of +/- 6 seconds.
 ER0108
 ER0108.The orthometric height was determined by differential leveling
 ER0108.and adjusted by the National Geodetic Survey in June 1991..
 ER0108
 ER0108.The geoid height was determined by GEOID03.
 ER0108
 ER0108.The dynamic height is computed by dividing the NAVD 88
 ER0108.geopotential number by the normal gravity value computed on the
 ER0108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0108.degrees latitude (g = 980.6199 gals.).
 ER0108
 ER0108.The modeled gravity was interpolated from observed gravity values.
 ER0108
 ER0108;                    North         East    Units  Estimated Accuracy
 ER0108;SPC NM W     -   350,090.      763,070.      MT  (+/- 180 meters Scaled)
 ER0108
 ER0108                          SUPERSEDED SURVEY CONTROL
 ER0108
 ER0108  NGVD 29 (??/??/92) 2331.371  (m)         7648.84   (f) ADJ UNCH    2 0
 ER0108
 ER0108.Superseded values are not recommended for survey control.
 ER0108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0108.See file dsdata.txt to determine how the superseded data were derived.
 ER0108
 ER0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYC250820(NAD 83)
 ER0108_MARKER: DB = BENCH MARK DISK
 ER0108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ER0108_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ER0108_STAMPING: H 168 1935
 ER0108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0108+STABILITY: SURFACE MOTION
 ER0108
 ER0108  HISTORY     - Date     Condition        Report By
 ER0108  HISTORY     - 1935     MONUMENTED       CGS
 ER0108  HISTORY     - 1977     GOOD             USGS
 ER0108
 ER0108                          STATION DESCRIPTION
 ER0108
 ER0108'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 ER0108'17.3 MI NW FROM MANGAS RANGER STA.
 ER0108'17.3 MI. N.W. ALONG CASTLE ROCK ROAD.  ABOUT 100 YDS. W. OF A DIM ROAD
 ER0108'BEARING S., ABOUT 60 FT. S. OF A LOW KNOLL COVERED WITH CEDAR TREES,
 ER0108'AND 50 FT. N. OF THE CENTER LINE OF THE ROAD.
 ER0108
 ER0108                          STATION RECOVERY (1977)
 ER0108
 ER0108'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 ER0108'U.S. POST OFFICE, QUEMADO, NEW MEXICO- 0.5 MILES WEST ON U.S. HWY. 60
 ER0108'TO JUNCTION WITH STATE HWY. 32, THEN 14.6 MILES SOUTH ALONG STATE
 ER0108'HWY. 32 TO ROAD JUNCTION NORTHWEST, THEN 250 FT. NORTHWEST TO ROAD AT
 ER0108'BEND, 175 FT. EAST OF ROAD AT BEND, 36 FT. NORTH OF DIM E-W ROAD THAT
 ER0108'HAS BEEN ABANDONED, A STANDARD TABLET SET IN TOP OF A CONCRETE POST
 ER0108'WHICH PROJECTS 0.4 FOOT-TABLET STAMPED H 168 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0441 ***********************************************************************
 EQ0441  DESIGNATION -  H 169
 EQ0441  PID         -  EQ0441
 EQ0441  STATE/COUNTY-  NM/CATRON
 EQ0441  USGS QUAD   -  THIRD CANYON (1964)
 EQ0441
 EQ0441                         *CURRENT SURVEY CONTROL
 EQ0441  ___________________________________________________________________
 EQ0441* NAD 83(1986)-  34 25 00.     (N)    107 53 59.     (W)     SCALED    
 EQ0441* NAVD 88     -      2191.592  (meters)    7190.25   (feet)  POSTED    
 EQ0441  ___________________________________________________________________
 EQ0441  GEOID HEIGHT-         -21.07  (meters)                     GEOID03
 EQ0441  DYNAMIC HT  -        2188.240 (meters)    7179.25  (feet)  COMP
 EQ0441  MODELED GRAV-     979,026.2   (mgal)                       NAVD 88
 EQ0441
 EQ0441  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EQ0441
 EQ0441.The horizontal coordinates were scaled from a topographic map and have
 EQ0441.an estimated accuracy of +/- 6 seconds.
 EQ0441
 EQ0441.The orthometric height was determined by differential leveling
 EQ0441.and adjusted by the National Geodetic Survey in 1992..
 EQ0441.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EQ0441.rate of 0.0 thru 1.0 mm/km.
 EQ0441
 EQ0441.The geoid height was determined by GEOID03.
 EQ0441
 EQ0441.The dynamic height is computed by dividing the NAVD 88
 EQ0441.geopotential number by the normal gravity value computed on the
 EQ0441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0441.degrees latitude (g = 980.6199 gals.).
 EQ0441
 EQ0441.The modeled gravity was interpolated from observed gravity values.
 EQ0441
 EQ0441;                    North         East    Units  Estimated Accuracy
 EQ0441;SPC NM W     -   378,880.      823,900.      MT  (+/- 180 meters Scaled)
 EQ0441
 EQ0441                          SUPERSEDED SURVEY CONTROL
 EQ0441
 EQ0441  NGVD 29 (??/??/92) 2190.634  (m)         7187.10   (f) ADJ UNCH    2 0
 EQ0441
 EQ0441.Superseded values are not recommended for survey control.
 EQ0441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0441.See file dsdata.txt to determine how the superseded data were derived.
 EQ0441
 EQ0441_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBU334121(NAD 83)
 EQ0441_MARKER: DB = BENCH MARK DISK
 EQ0441_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EQ0441_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EQ0441_STAMPING: H 169 1935
 EQ0441_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EQ0441+STABILITY: SURFACE MOTION
 EQ0441
 EQ0441  HISTORY     - Date     Condition        Report By
 EQ0441  HISTORY     - 1935     MONUMENTED       CGS
 EQ0441  HISTORY     - 1941     GOOD             NGS
 EQ0441
 EQ0441                          STATION DESCRIPTION
 EQ0441
 EQ0441'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 EQ0441'14.0 MI NE FROM TRES LAGUNAS.
 EQ0441'TO REACH BENCH MARK FROM THE POST OFFICE AT TRES LAGUNAS, PROCEED
 EQ0441'NORTHEAST ON GRADED ROAD, GO 9.8 MILES TO INTERSECTION OF ROADS NEAR
 EQ0441'THE MCPHAUL RANCH.  THENCE, TURN LEFT (NORTH) ONTO TRACK ROAD AND
 EQ0441'CONTINUE NORTHEAST FOR 4.2 MILES TO A GATE AND SITE OF BENCH MARK.
 EQ0441'BENCH MARK IS AT A FENCE LINE, ABOUT 0.2 MILE EAST OF A LOG HOUSE.
 EQ0441'31.0 FEET NORTH OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF
 EQ0441'THE ROAD.  3.0 FEET SOUTH OF A 4X4 INCH WOODEN MARKER POST, AND 1.0
 EQ0441'FOOT EAST OF THE FENCE.  THE MONUMENT PROJECTS 0.2 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0386 ***********************************************************************
 DQ0386  DESIGNATION -  H 17
 DQ0386  PID         -  DQ0386
 DQ0386  STATE/COUNTY-  NM/CHAVES
 DQ0386  USGS QUAD   -  MESCALERO POINT NE (1984)
 DQ0386
 DQ0386                         *CURRENT SURVEY CONTROL
 DQ0386  ___________________________________________________________________
 DQ0386* NAD 83(1986)-  33 24 32.     (N)    103 45 06.     (W)     SCALED    
 DQ0386* NAVD 88     -      1337.620  (meters)    4388.51   (feet)  ADJUSTED  
 DQ0386  ___________________________________________________________________
 DQ0386  GEOID HEIGHT-         -22.47  (meters)                     GEOID03
 DQ0386  DYNAMIC HT  -        1335.769 (meters)    4382.44  (feet)  COMP
 DQ0386  MODELED GRAV-     979,206.1   (mgal)                       NAVD 88
 DQ0386
 DQ0386  VERT ORDER  -  SECOND    CLASS 0
 DQ0386
 DQ0386.The horizontal coordinates were scaled from a topographic map and have
 DQ0386.an estimated accuracy of +/- 6 seconds.
 DQ0386
 DQ0386.The orthometric height was determined by differential leveling
 DQ0386.and adjusted by the National Geodetic Survey in June 1991..
 DQ0386
 DQ0386.The geoid height was determined by GEOID03.
 DQ0386
 DQ0386.The dynamic height is computed by dividing the NAVD 88
 DQ0386.geopotential number by the normal gravity value computed on the
 DQ0386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0386.degrees latitude (g = 980.6199 gals.).
 DQ0386
 DQ0386.The modeled gravity was interpolated from observed gravity values.
 DQ0386
 DQ0386;                    North         East    Units  Estimated Accuracy
 DQ0386;SPC NM E     -   267,250.      219,100.      MT  (+/- 180 meters Scaled)
 DQ0386
 DQ0386                          SUPERSEDED SURVEY CONTROL
 DQ0386
 DQ0386  NGVD 29 (??/??/92) 1337.083  (m)         4386.75   (f) ADJ UNCH    2 0
 DQ0386
 DQ0386.Superseded values are not recommended for survey control.
 DQ0386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0386.See file dsdata.txt to determine how the superseded data were derived.
 DQ0386
 DQ0386_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFS160973(NAD 83)
 DQ0386_MARKER: DD = SURVEY DISK
 DQ0386_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DQ0386_SP_SET: FOUNDATION
 DQ0386_STAMPING: H 17 1930
 DQ0386_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ0386
 DQ0386  HISTORY     - Date     Condition        Report By
 DQ0386  HISTORY     - 1930     MONUMENTED       USGS
 DQ0386  HISTORY     - 1973     GOOD             USGS
 DQ0386
 DQ0386                          STATION DESCRIPTION
 DQ0386
 DQ0386'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 DQ0386'2 MI NW FROM CAPROCK.
 DQ0386'ABOUT 2.0 MILES NORTHWEST ALONG U.S. HIGHWAY 380 FROM CAPROCK, LEA
 DQ0386'COUNTY, ABOUT 2.5 EAST OF THE WAYSIDE ROADSIDE PARK, AT THE
 DQ0386'INTERSECTION OF U.S. HIGHWAY 380 AND STATE HIGHWAY 172, 67 FEET
 DQ0386'NORTHEAST OF THE CENTERLINE OF HIGHWAY 380, 101 FEET SOUTHEAST OF A
 DQ0386'CATTLEGUARD, 52 FEET WEST OF A WINDMILL, IN THE TOP OF CONCRETE BLOCK
 DQ0386'FOUNDATION OF AN ABANDONED WINDMILL.  A U.S. GEOLOGICAL SURVEY STD.
 DQ0386'DISK, STAMPED H-17 1930.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GO0047 ***********************************************************************
 GO0047  DESIGNATION -  H 17
 GO0047  PID         -  GO0047
 GO0047  STATE/COUNTY-  NM/SAN JUAN
 GO0047  USGS QUAD   -  FARMINGTON SOUTH (1979)
 GO0047
 GO0047                         *CURRENT SURVEY CONTROL
 GO0047  ___________________________________________________________________
 GO0047* NAD 83(1986)-  36 39 00.     (N)    108 14 06.     (W)     SCALED    
 GO0047* NAVD 88     -      1823.545  (meters)    5982.75   (feet)  POSTED    
 GO0047  ___________________________________________________________________
 GO0047  GEOID HEIGHT-         -21.22  (meters)                     GEOID03
 GO0047  DYNAMIC HT  -        1821.210 (meters)    5975.09  (feet)  COMP
 GO0047  MODELED GRAV-     979,286.8   (mgal)                       NAVD 88
 GO0047
 GO0047  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GO0047
 GO0047.The horizontal coordinates were scaled from a topographic map and have
 GO0047.an estimated accuracy of +/- 6 seconds.
 GO0047
 GO0047.The orthometric height was determined by differential leveling
 GO0047.and adjusted by the National Geodetic Survey in 1992..
 GO0047.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GO0047.rate of 0.0 thru 1.0 mm/km.
 GO0047
 GO0047.The geoid height was determined by GEOID03.
 GO0047
 GO0047.The dynamic height is computed by dividing the NAVD 88
 GO0047.geopotential number by the normal gravity value computed on the
 GO0047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GO0047.degrees latitude (g = 980.6199 gals.).
 GO0047
 GO0047.The modeled gravity was interpolated from observed gravity values.
 GO0047
 GO0047;                    North         East    Units  Estimated Accuracy
 GO0047;SPC NM W     -   626,720.      794,090.      MT  (+/- 180 meters Scaled)
 GO0047
 GO0047                          SUPERSEDED SURVEY CONTROL
 GO0047
 GO0047  NGVD 29 (??/??/92) 1822.532  (m)         5979.42   (f) ADJ UNCH    3 0
 GO0047
 GO0047.Superseded values are not recommended for survey control.
 GO0047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GO0047.See file dsdata.txt to determine how the superseded data were derived.
 GO0047
 GO0047_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYF471596(NAD 83)
 GO0047_MARKER: DB = BENCH MARK DISK
 GO0047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GO0047_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GO0047_STAMPING: H 17 1927
 GO0047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GO0047+STABILITY: SURFACE MOTION
 GO0047
 GO0047  HISTORY     - Date     Condition        Report By
 GO0047  HISTORY     - 1927     MONUMENTED       CGS
 GO0047  HISTORY     - 1965     GOOD             USGS
 GO0047
 GO0047                          STATION DESCRIPTION
 GO0047
 GO0047'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 GO0047'7.0 MI SW FROM FARMINGTON.
 GO0047'ABOUT 7 MILES SOUTHWEST OF FARMINGTON, SAN JUAN COUNTY, VIA STATE
 GO0047'HIGHWAY 371 FOR ABOUT FIVE AND ONE-HALF MILES, AND DIRT ROAD AND
 GO0047'CROSS-COUNTRY FOR ABOUT ONE AND ONE-HALF MILES.  ABOUT 0.6 MILES WEST
 GO0047'OF A GRADED DIRT ROAD LEADING SOUTH TO THE BISTI TRADING POST.  IN
 GO0047'SECTION 20 T28N R13W.  ABOUT 0.35 MILES SOUTH-SOUTHWEST OF THE
 GO0047'NORTHEAST CORNER OF SECTION 20.  0.22 MILE NORTHEAST OF A POWER LINE
 GO0047'LEADING NORTHWEST-SOUTHEAST.  480 FEET NORTHEAST OF THE SOUTHWEST
 GO0047'CORNER OF A SHALLOW DRY EARTHEN RESERVOIR.  24.5 FEET EAST OF THE
 GO0047'CENTERLINE OF THE FORMER NEWCOMB-FARMINGTON CUT-OFF ROAD WHICH IS NOW
 GO0047'AN ERRODED DRAIN CHANNEL AT THIS POINT ABOUT TWO FEET DEEP.  STANDARD
 GO0047'DISK IN CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0383 ***********************************************************************
 DQ0383  DESIGNATION -  H 18
 DQ0383  PID         -  DQ0383
 DQ0383  STATE/COUNTY-  NM/CHAVES
 DQ0383  USGS QUAD   -  MESCALERO POINT NE (1984)
 DQ0383
 DQ0383                         *CURRENT SURVEY CONTROL
 DQ0383  ___________________________________________________________________
 DQ0383* NAD 83(1986)-  33 25 03.     (N)    103 48 50.     (W)     SCALED    
 DQ0383* NAVD 88     -      1272.130  (meters)    4173.65   (feet)  ADJUSTED  
 DQ0383  ___________________________________________________________________
 DQ0383  GEOID HEIGHT-         -22.61  (meters)                     GEOID03
 DQ0383  DYNAMIC HT  -        1270.383 (meters)    4167.91  (feet)  COMP
 DQ0383  MODELED GRAV-     979,218.8   (mgal)                       NAVD 88
 DQ0383
 DQ0383  VERT ORDER  -  SECOND    CLASS 0
 DQ0383
 DQ0383.The horizontal coordinates were scaled from a topographic map and have
 DQ0383.an estimated accuracy of +/- 6 seconds.
 DQ0383
 DQ0383.The orthometric height was determined by differential leveling
 DQ0383.and adjusted by the National Geodetic Survey in June 1991..
 DQ0383.WARNING-Repeat measurements at this control monument indicate possible
 DQ0383.vertical movement.
 DQ0383
 DQ0383.The geoid height was determined by GEOID03.
 DQ0383
 DQ0383.The dynamic height is computed by dividing the NAVD 88
 DQ0383.geopotential number by the normal gravity value computed on the
 DQ0383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0383.degrees latitude (g = 980.6199 gals.).
 DQ0383
 DQ0383.The modeled gravity was interpolated from observed gravity values.
 DQ0383
 DQ0383;                    North         East    Units  Estimated Accuracy
 DQ0383;SPC NM E     -   268,170.      213,310.      MT  (+/- 180 meters Scaled)
 DQ0383
 DQ0383                          SUPERSEDED SURVEY CONTROL
 DQ0383
 DQ0383  NGVD 29 (??/??/92) 1271.625  (m)         4171.99   (f) ADJ UNCH    2 0
 DQ0383
 DQ0383.Superseded values are not recommended for survey control.
 DQ0383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0383.See file dsdata.txt to determine how the superseded data were derived.
 DQ0383
 DQ0383_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFS102982(NAD 83)
 DQ0383_MARKER: DB = BENCH MARK DISK
 DQ0383_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0383_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DQ0383_STAMPING: H 18 1930
 DQ0383_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0383+STABILITY: SURFACE MOTION
 DQ0383
 DQ0383  HISTORY     - Date     Condition        Report By
 DQ0383  HISTORY     - 1930     MONUMENTED       USGS
 DQ0383  HISTORY     - 1973     GOOD             USGS
 DQ0383
 DQ0383                          STATION DESCRIPTION
 DQ0383
 DQ0383'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 DQ0383'6.2 MI W FROM CAPROCK.
 DQ0383'ABOUT 6.2 MILES WEST ALONG U.S. HIGHWAY 380 FROM CAPROCK, LEA COUNTY,
 DQ0383'AT WAYSIDE ROADSIDE PARK.  92 FEET SOUTH OF HIGHWAY, 87 FEET EAST OF
 DQ0383'CENTERLINE OF HIGHWAY AT GRADED ROAD NORTHWEST, A U.S. GEOLOGICAL
 DQ0383'SURVEY STANDARD DISK STAMPED H-18 1930 SET IN THE TOP OF A CONCRETE
 DQ0383'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GO0018 ***********************************************************************
 GO0018  DESIGNATION -  H 18
 GO0018  PID         -  GO0018
 GO0018  STATE/COUNTY-  NM/SAN JUAN
 GO0018  USGS QUAD   -  FLORA VISTA (1979)
 GO0018
 GO0018                         *CURRENT SURVEY CONTROL
 GO0018  ___________________________________________________________________
 GO0018* NAD 83(1986)-  36 47 39.     (N)    108 04 50.     (W)     SCALED    
 GO0018* NAVD 88     -      1679.374  (meters)    5509.75   (feet)  ADJUSTED  
 GO0018  ___________________________________________________________________
 GO0018  GEOID HEIGHT-         -20.96  (meters)                     GEOID03
 GO0018  DYNAMIC HT  -        1677.279 (meters)    5502.87  (feet)  COMP
 GO0018  MODELED GRAV-     979,325.1   (mgal)                       NAVD 88
 GO0018
 GO0018  VERT ORDER  -  FIRST     CLASS II
 GO0018
 GO0018.The horizontal coordinates were scaled from a topographic map and have
 GO0018.an estimated accuracy of +/- 6 seconds.
 GO0018
 GO0018.The orthometric height was determined by differential leveling
 GO0018.and adjusted by the National Geodetic Survey in June 1991..
 GO0018
 GO0018.The geoid height was determined by GEOID03.
 GO0018
 GO0018.The dynamic height is computed by dividing the NAVD 88
 GO0018.geopotential number by the normal gravity value computed on the
 GO0018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GO0018.degrees latitude (g = 980.6199 gals.).
 GO0018
 GO0018.The modeled gravity was interpolated from observed gravity values.
 GO0018
 GO0018;                    North         East    Units  Estimated Accuracy
 GO0018;SPC NM W     -   642,670.      807,940.      MT  (+/- 180 meters Scaled)
 GO0018
 GO0018                          SUPERSEDED SURVEY CONTROL
 GO0018
 GO0018  NGVD 29 (??/??/92) 1678.410  (m)         5506.58   (f) ADJ UNCH    1 2
 GO0018
 GO0018.Superseded values are not recommended for survey control.
 GO0018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GO0018.See file dsdata.txt to determine how the superseded data were derived.
 GO0018
 GO0018_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYF604760(NAD 83)
 GO0018_MARKER: DB = BENCH MARK DISK
 GO0018_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GO0018_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GO0018_MARK LOGO: CGS   
 GO0018_PROJECTION: PROJECTING 25 CENTIMETERS
 GO0018_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GO0018+STABILITY: SURFACE MOTION
 GO0018
 GO0018  HISTORY     - Date     Condition        Report By
 GO0018  HISTORY     - 1928     MONUMENTED       CGS
 GO0018  HISTORY     - 1928     GOOD             NGS
 GO0018  HISTORY     - 1942     GOOD             NGS
 GO0018  HISTORY     - 1983     GOOD             NGS
 GO0018
 GO0018                          STATION DESCRIPTION
 GO0018
 GO0018'DESCRIBED BY NATIONAL GEODETIC SURVEY 1928
 GO0018'IN FLORA VISTA.
 GO0018'240 FT. WEST OF RR. STATION 40 FT. NORTH OF THE CENTER OF THE D. AND
 GO0018'R. G. RR. TRACKS, OPPOSITE WEST END OF A SWITCH, 36 FT. WEST OF WAGON
 GO0018'ROAD, 4 FT. SOUTH OF A FENCE.
 GO0018
 GO0018                          STATION RECOVERY (1942)
 GO0018
 GO0018'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 GO0018'RECOVERED IN GOOD CONDITION.
 GO0018
 GO0018                          STATION RECOVERY (1983)
 GO0018
 GO0018'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 GO0018'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  15.5 KM (9.65
 GO0018'MI) NORTHEASTERLY ALONG U.S. HIGHWAY 550 FROM ITS JUNCTION WITH STATE
 GO0018'HIGHWAY 371 (LAKE STREET) IN FARMINGTON, THENCE 1.2 KM (0.75 MI) SOUTH
 GO0018'ALONG COUNTY ROAD A 110, 14.7 METERS (48.2 FT) NORTH OF THE CENTER OF
 GO0018'A TRACK ROAD LEADING SOUTHWEST, 11.0 METERS (36.1 FT) WEST OF THE
 GO0018'CENTERLINE OF THE ROAD, AND 0.3 METER (1.0 FT) SOUTH OF A FENCE
 GO0018'CORNER.
 GO0018'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 GO0018'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0009 ***********************************************************************
 FN0009  DESIGNATION -  H 19
 FN0009  PID         -  FN0009
 FN0009  STATE/COUNTY-  NM/HARDING
 FN0009  USGS QUAD   -  ROY (1974)
 FN0009
 FN0009                         *CURRENT SURVEY CONTROL
 FN0009  ___________________________________________________________________
 FN0009* NAD 83(1986)-  35 58 31.     (N)    104 12 58.     (W)     SCALED    
 FN0009* NAVD 88     -      1814.505  (meters)    5953.09   (feet)  ADJUSTED  
 FN0009  ___________________________________________________________________
 FN0009  GEOID HEIGHT-         -19.65  (meters)                     GEOID03
 FN0009  DYNAMIC HT  -        1812.187 (meters)    5945.48  (feet)  COMP
 FN0009  MODELED GRAV-     979,290.3   (mgal)                       NAVD 88
 FN0009
 FN0009  VERT ORDER  -  SECOND    CLASS 0
 FN0009
 FN0009.The horizontal coordinates were scaled from a topographic map and have
 FN0009.an estimated accuracy of +/- 6 seconds.
 FN0009
 FN0009.The orthometric height was determined by differential leveling
 FN0009.and adjusted by the National Geodetic Survey in June 1991..
 FN0009
 FN0009.The geoid height was determined by GEOID03.
 FN0009
 FN0009.The dynamic height is computed by dividing the NAVD 88
 FN0009.geopotential number by the normal gravity value computed on the
 FN0009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FN0009.degrees latitude (g = 980.6199 gals.).
 FN0009
 FN0009.The modeled gravity was interpolated from observed gravity values.
 FN0009
 FN0009;                    North         East    Units  Estimated Accuracy
 FN0009;SPC NM E     -   551,780.      175,570.      MT  (+/- 180 meters Scaled)
 FN0009
 FN0009                          SUPERSEDED SURVEY CONTROL
 FN0009
 FN0009  NGVD 29 (??/??/92) 1813.694  (m)         5950.43   (f) ADJ UNCH    2 0
 FN0009
 FN0009.Superseded values are not recommended for survey control.
 FN0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0009.See file dsdata.txt to determine how the superseded data were derived.
 FN0009
 FN0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEV706814(NAD 83)
 FN0009_MARKER: DB = BENCH MARK DISK
 FN0009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FN0009_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FN0009_STAMPING: 5950.428 H 19 1928
 FN0009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FN0009+STABILITY: SURFACE MOTION
 FN0009
 FN0009  HISTORY     - Date     Condition        Report By
 FN0009  HISTORY     - 1928     MONUMENTED       CGS
 FN0009  HISTORY     - 1960     GOOD             NGS
 FN0009  HISTORY     - 1974     MARK NOT FOUND   USGS
 FN0009
 FN0009                          STATION DESCRIPTION
 FN0009
 FN0009'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 FN0009'2.3 MI N FROM ROY.
 FN0009'2.35 MILES NORTH ON STATE HIGHWAY 39 FROM THE JUNCTION OF STATE
 FN0009'HIGHWAYS 39 AND 120 IN ROY, 95 1/2 FEET EAST OF THE EAST RAIL OF A
 FN0009'RAILROAD TRACK AND 43 FEET WEST OF THE CENTER LINE OF STATE HIGHWAY
 FN0009'39.  A STANDARD DISK STAMPED H 19 1928, SET IN A SQUARE CONCRETE POST
 FN0009'WHICH PROJECTS 1 INCH.
 FN0009
 FN0009                          STATION RECOVERY (1974)
 FN0009
 FN0009'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 FN0009'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0497 ***********************************************************************
 FM0497  DESIGNATION -  H 192
 FM0497  PID         -  FM0497
 FM0497  STATE/COUNTY-  NM/UNION
 FM0497  USGS QUAD   -  AMISTAD (1971)
 FM0497
 FM0497                         *CURRENT SURVEY CONTROL
 FM0497  ___________________________________________________________________
 FM0497* NAD 83(1986)-  35 52 39.     (N)    103 09 38.     (W)     SCALED    
 FM0497* NAVD 88     -      1363.590  (meters)    4473.71   (feet)  ADJUSTED  
 FM0497  ___________________________________________________________________
 FM0497  GEOID HEIGHT-         -22.79  (meters)                     GEOID03
 FM0497  DYNAMIC HT  -        1361.963 (meters)    4468.37  (feet)  COMP
 FM0497  MODELED GRAV-     979,392.3   (mgal)                       NAVD 88
 FM0497
 FM0497  VERT ORDER  -  SECOND    CLASS 0
 FM0497
 FM0497.The horizontal coordinates were scaled from a topographic map and have
 FM0497.an estimated accuracy of +/- 6 seconds.
 FM0497
 FM0497.The orthometric height was determined by differential leveling
 FM0497.and adjusted by the National Geodetic Survey in June 1991..
 FM0497
 FM0497.The geoid height was determined by GEOID03.
 FM0497
 FM0497.The dynamic height is computed by dividing the NAVD 88
 FM0497.geopotential number by the normal gravity value computed on the
 FM0497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0497.degrees latitude (g = 980.6199 gals.).
 FM0497
 FM0497.The modeled gravity was interpolated from observed gravity values.
 FM0497
 FM0497;                    North         East    Units  Estimated Accuracy
 FM0497;SPC NM E     -   541,560.      270,900.      MT  (+/- 180 meters Scaled)
 FM0497
 FM0497                          SUPERSEDED SURVEY CONTROL
 FM0497
 FM0497  NGVD 29 (??/??/92) 1362.945  (m)         4471.60   (f) ADJ UNCH    2 0
 FM0497
 FM0497.Superseded values are not recommended for survey control.
 FM0497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0497.See file dsdata.txt to determine how the superseded data were derived.
 FM0497
 FM0497_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFV660719(NAD 83)
 FM0497_MARKER: DB = BENCH MARK DISK
 FM0497_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0497_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0497_STAMPING: H 192 1939
 FM0497_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0497+STABILITY: SURFACE MOTION
 FM0497
 FM0497  HISTORY     - Date     Condition        Report By
 FM0497  HISTORY     - 1939     MONUMENTED       CGS
 FM0497  HISTORY     - 1955     GOOD             NGS
 FM0497
 FM0497                          STATION DESCRIPTION
 FM0497
 FM0497'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 FM0497'3.0 MI S FROM AMISTAD.
 FM0497'0.3 MILE WEST ALONG AN OILED ROAD FROM THE PUBLIC SCHOOL AT AMISTAD,
 FM0497'THENCE 2.7 MILES SOUTH ALONG STATE HIGHWAY 18, 44 FEET EAST OF THE
 FM0497'CENTER LINE OF THE HIGHWAY, 400 FEET NORTHWEST OF A WINDMILL, 2 FEET
 FM0497'WEST OF A FENCE, 3.2 FEET SOUTH OF A WITNESS POST, MIDWAY BETWEEN 2
 FM0497'TELEPHONE POLES, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2
 FM0497'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0506 ***********************************************************************
 DR0506  DESIGNATION -  H 193
 DR0506  PID         -  DR0506
 DR0506  STATE/COUNTY-  NM/LINCOLN
 DR0506  USGS QUAD   -  CISTERN DRAW (1981)
 DR0506
 DR0506                         *CURRENT SURVEY CONTROL
 DR0506  ___________________________________________________________________
 DR0506* NAD 83(1986)-  33 49 08.     (N)    105 05 52.     (W)     SCALED    
 DR0506* NAVD 88     -      1519.670  (meters)    4985.78   (feet)  ADJUSTED  
 DR0506  ___________________________________________________________________
 DR0506  GEOID HEIGHT-         -21.98  (meters)                     GEOID03
 DR0506  DYNAMIC HT  -        1517.500 (meters)    4978.66  (feet)  COMP
 DR0506  MODELED GRAV-     979,155.0   (mgal)                       NAVD 88
 DR0506
 DR0506  VERT ORDER  -  SECOND    CLASS 0
 DR0506
 DR0506.The horizontal coordinates were scaled from a topographic map and have
 DR0506.an estimated accuracy of +/- 6 seconds.
 DR0506
 DR0506.The orthometric height was determined by differential leveling
 DR0506.and adjusted by the National Geodetic Survey in June 1991..
 DR0506
 DR0506.The geoid height was determined by GEOID03.
 DR0506
 DR0506.The dynamic height is computed by dividing the NAVD 88
 DR0506.geopotential number by the normal gravity value computed on the
 DR0506.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0506.degrees latitude (g = 980.6199 gals.).
 DR0506
 DR0506.The modeled gravity was interpolated from observed gravity values.
 DR0506
 DR0506;                    North         East    Units  Estimated Accuracy
 DR0506;SPC NM C     -   313,160.      606,670.      MT  (+/- 180 meters Scaled)
 DR0506
 DR0506                          SUPERSEDED SURVEY CONTROL
 DR0506
 DR0506  NGVD 29 (??/??/92) 1518.966  (m)         4983.47   (f) ADJ UNCH    2 0
 DR0506
 DR0506.Superseded values are not recommended for survey control.
 DR0506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0506.See file dsdata.txt to determine how the superseded data were derived.
 DR0506
 DR0506_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDT909420(NAD 83)
 DR0506_MARKER: DB = BENCH MARK DISK
 DR0506_SETTING: 66 = SET IN ROCK OUTCROP
 DR0506_SP_SET: LIMESTONE LEDGE
 DR0506_STAMPING: H 193 1939
 DR0506_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DR0506+STABILITY: POSITION/ELEVATION WELL
 DR0506
 DR0506  HISTORY     - Date     Condition        Report By
 DR0506  HISTORY     - 1939     MONUMENTED       CGS
 DR0506
 DR0506                          STATION DESCRIPTION
 DR0506
 DR0506'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 DR0506'17.1 MI N FROM PURCELLA SCHOOLHOUSE.
 DR0506'17.1 MILES NORTH ALONG DIM ROADS TO GARCIANA RANCH FROM SCHOOLHOUSE.
 DR0506'1.0 MILES WEST OF THE GARCIANA RANCH HOUSE.  165.0 FT. WEST OF THE
 DR0506'JUNCTION OF VALLEY WHICH ROAD RUNS IN AND A SMALL VALLEY SOUTHWEST.
 DR0506'20.0 FT. SOUTH OF THE CENTERLINE OF ROAD.  ON TOP OF THE WEST END OF A
 DR0506'SMALL LIMESTONE LEDGE.  3.0 FT. ABOVE THE SURFACE OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0154 ***********************************************************************
 CY0154  DESIGNATION -  H 194
 CY0154  PID         -  CY0154
 CY0154  STATE/COUNTY-  NM/HIDALGO
 CY0154  USGS QUAD   -  GARY (1980)
 CY0154
 CY0154                         *CURRENT SURVEY CONTROL
 CY0154  ___________________________________________________________________
 CY0154* NAD 83(1986)-  32 19 14.     (N)    108 49 32.     (W)     SCALED    
 CY0154* NAVD 88     -      1283.832  (meters)    4212.04   (feet)  ADJUSTED  
 CY0154  ___________________________________________________________________
 CY0154  GEOID HEIGHT-         -25.80  (meters)                     GEOID03
 CY0154  DYNAMIC HT  -        1281.920 (meters)    4205.77  (feet)  COMP
 CY0154  MODELED GRAV-     979,105.3   (mgal)                       NAVD 88
 CY0154
 CY0154  VERT ORDER  -  FIRST     CLASS II
 CY0154
 CY0154.The horizontal coordinates were scaled from a topographic map and have
 CY0154.an estimated accuracy of +/- 6 seconds.
 CY0154
 CY0154.The orthometric height was determined by differential leveling
 CY0154.and adjusted by the National Geodetic Survey in June 1991..
 CY0154
 CY0154.The geoid height was determined by GEOID03.
 CY0154
 CY0154.The dynamic height is computed by dividing the NAVD 88
 CY0154.geopotential number by the normal gravity value computed on the
 CY0154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0154.degrees latitude (g = 980.6199 gals.).
 CY0154
 CY0154.The modeled gravity was interpolated from observed gravity values.
 CY0154
 CY0154;                    North         East    Units  Estimated Accuracy
 CY0154;SPC NM W     -   146,850.      736,580.      MT  (+/- 180 meters Scaled)
 CY0154
 CY0154                          SUPERSEDED SURVEY CONTROL
 CY0154
 CY0154  NGVD 29 (??/??/92) 1283.070  (m)         4209.54   (f) ADJ UNCH    1 2
 CY0154
 CY0154.Superseded values are not recommended for survey control.
 CY0154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0154.See file dsdata.txt to determine how the superseded data were derived.
 CY0154
 CY0154_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYA046780(NAD 83)
 CY0154_MARKER: DB = BENCH MARK DISK
 CY0154_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CY0154_SP_SET: CULVERT
 CY0154_STAMPING: H 194 1939
 CY0154_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CY0154
 CY0154  HISTORY     - Date     Condition        Report By
 CY0154  HISTORY     - 1939     MONUMENTED       CGS
 CY0154  HISTORY     - 1952     GOOD             NGS
 CY0154  HISTORY     - 1979     GOOD             NGS
 CY0154
 CY0154                          STATION DESCRIPTION
 CY0154
 CY0154'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CY0154'7.55 MI SW FROM LORDSBURG.
 CY0154'7.55 MILES SOUTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 CY0154'STATION AT LORDSBURG, 2 1/2 RAILS SOUTHWEST OF SEMAPHORE 11406, 113
 CY0154'FEET SOUTHEAST OF THE SOUTHEAST RAIL, 19 FEET NORTHWEST OF THE CENTER
 CY0154'LINE OF OLD U.S. HIGHWAY 80, SET IN THE TOP OF THE CENTER OF THE
 CY0154'NORTHWEST HEADWALL OF A 30 FOOT CONCRETE CULVERT.
 CY0154
 CY0154                          STATION RECOVERY (1979)
 CY0154
 CY0154'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CY0154'12.4 KILOMETERS (7.75 MILES) WEST ALONG THE SOUTHERN PACIFIC RAILROAD
 CY0154'FROM THE STATION IN LORDSBURG, IN THE TOP CENTER OF THE NORTHWEST
 CY0154'HEADWALL OF A 3-CHANNEL BOX CULVERT, 34.3 METERS (112.5 FEET)
 CY0154'SOUTHEAST OF THE SOUTHEAST RAIL, 22.2 METERS (73 FEET) SOUTHEAST OF
 CY0154'THE THIRD TELEPHONE POLE NORTHEAST OF BRIDGE 1140.51 AND A PRIVATE
 CY0154'ROAD CROSSING AND 5.8 METERS (19 FEET) NORTHWEST OF THE CENTERLINE
 CY0154'OF OLD U. S. HIGHWAY 80.
 CY0154'THE MARK IS 0.4 M BELOW THE OLD HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0154 ***********************************************************************
 EP0154  DESIGNATION -  H 195
 EP0154  PID         -  EP0154
 EP0154  STATE/COUNTY-  NM/LINCOLN
 EP0154  USGS QUAD   -  RAMON (1982)
 EP0154
 EP0154                         *CURRENT SURVEY CONTROL
 EP0154  ___________________________________________________________________
 EP0154* NAD 83(1986)-  34 12 30.     (N)    104 56 19.     (W)     SCALED    
 EP0154* NAVD 88     -      1560.708  (meters)    5120.42   (feet)  ADJUSTED  
 EP0154  ___________________________________________________________________
 EP0154  GEOID HEIGHT-         -22.53  (meters)                     GEOID03
 EP0154  DYNAMIC HT  -        1558.483 (meters)    5113.12  (feet)  COMP
 EP0154  MODELED GRAV-     979,155.8   (mgal)                       NAVD 88
 EP0154
 EP0154  VERT ORDER  -  SECOND    CLASS 0
 EP0154
 EP0154.The horizontal coordinates were scaled from a topographic map and have
 EP0154.an estimated accuracy of +/- 6 seconds.
 EP0154
 EP0154.The orthometric height was determined by differential leveling
 EP0154.and adjusted by the National Geodetic Survey in June 1991..
 EP0154
 EP0154.The geoid height was determined by GEOID03.
 EP0154
 EP0154.The dynamic height is computed by dividing the NAVD 88
 EP0154.geopotential number by the normal gravity value computed on the
 EP0154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EP0154.degrees latitude (g = 980.6199 gals.).
 EP0154
 EP0154.The modeled gravity was interpolated from observed gravity values.
 EP0154
 EP0154;                    North         East    Units  Estimated Accuracy
 EP0154;SPC NM C     -   356,540.      620,850.      MT  (+/- 180 meters Scaled)
 EP0154
 EP0154                          SUPERSEDED SURVEY CONTROL
 EP0154
 EP0154  NGVD 29 (??/??/92) 1559.949  (m)         5117.93   (f) ADJ UNCH    2 0
 EP0154
 EP0154.Superseded values are not recommended for survey control.
 EP0154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EP0154.See file dsdata.txt to determine how the superseded data were derived.
 EP0154
 EP0154_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SET056852(NAD 83)
 EP0154_MARKER: DB = BENCH MARK DISK
 EP0154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EP0154_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EP0154_STAMPING: H 195 1939
 EP0154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EP0154+STABILITY: SURFACE MOTION
 EP0154
 EP0154  HISTORY     - Date     Condition        Report By
 EP0154  HISTORY     - 1939     MONUMENTED       CGS
 EP0154  HISTORY     - 1966     GOOD             USGS
 EP0154
 EP0154                          STATION DESCRIPTION
 EP0154
 EP0154'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 EP0154'2.6 MI SW FROM RAMON.
 EP0154'RAMON, 1.5 MI. WEST AND 0.5 MI. SOUTH OF ALONG GRADED RD. PASSING
 EP0154'THROUGH A RANCH YARD, THENCE 1.3 MI. SOUTH AND SW. ALONG GRADED RD.
 EP0154'ABOUT 400 FT. SW. OF RD. BEND AT A WASH HEADING SOUTH.  23 FT. NW. OF
 EP0154'AND 1 FT. HIGHER THAN THE C/L OF THE RD.  A STANDARD DISK, STAMPED H
 EP0154'195 1939 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ONE FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0430 ***********************************************************************
 GM0430  DESIGNATION -  H 197
 GM0430  PID         -  GM0430
 GM0430  STATE/COUNTY-  NM/SANTA FE
 GM0430  USGS QUAD   -  CHIMAYO (1994)
 GM0430
 GM0430                         *CURRENT SURVEY CONTROL
 GM0430  ___________________________________________________________________
 GM0430* NAD 83(1986)-  36 00 06.     (N)    105 55 44.     (W)     SCALED    
 GM0430* NAVD 88     -      1896.931  (meters)    6223.51   (feet)  ADJUSTED  
 GM0430  ___________________________________________________________________
 GM0430  GEOID HEIGHT-         -18.23  (meters)                     GEOID03
 GM0430  DYNAMIC HT  -        1894.397 (meters)    6215.20  (feet)  COMP
 GM0430  MODELED GRAV-     979,229.1   (mgal)                       NAVD 88
 GM0430
 GM0430  VERT ORDER  -  SECOND    CLASS 0
 GM0430
 GM0430.The horizontal coordinates were scaled from a topographic map and have
 GM0430.an estimated accuracy of +/- 6 seconds.
 GM0430
 GM0430.The orthometric height was determined by differential leveling
 GM0430.and adjusted by the National Geodetic Survey in June 1991..
 GM0430
 GM0430.The geoid height was determined by GEOID03.
 GM0430
 GM0430.The dynamic height is computed by dividing the NAVD 88
 GM0430.geopotential number by the normal gravity value computed on the
 GM0430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GM0430.degrees latitude (g = 980.6199 gals.).
 GM0430
 GM0430.The modeled gravity was interpolated from observed gravity values.
 GM0430
 GM0430;                    North         East    Units  Estimated Accuracy
 GM0430;SPC NM C     -   554,750.      528,950.      MT  (+/- 180 meters Scaled)
 GM0430
 GM0430                          SUPERSEDED SURVEY CONTROL
 GM0430
 GM0430  NGVD 29 (??/??/92) 1895.930  (m)         6220.23   (f) ADJ UNCH    2 0
 GM0430
 GM0430.Superseded values are not recommended for survey control.
 GM0430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0430.See file dsdata.txt to determine how the superseded data were derived.
 GM0430
 GM0430_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV162845(NAD 83)
 GM0430_MARKER: DB = BENCH MARK DISK
 GM0430_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GM0430_SP_SET: STEPS
 GM0430_STAMPING: H 197 1940
 GM0430_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GM0430
 GM0430  HISTORY     - Date     Condition        Report By
 GM0430  HISTORY     - 1940     MONUMENTED       CGS
 GM0430  HISTORY     - 1941     GOOD             NGS
 GM0430
 GM0430                          STATION DESCRIPTION
 GM0430
 GM0430'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 GM0430'IN CHIMAYO.
 GM0430'BENCH MARK IS AT THE CHIMAYO PUBLIC SCHOOL.  IT IS ABOUT 280 FEET
 GM0430'EASTERLY FROM CENTER LINE OF GRAVELED ROAD LEADING FROM CHIMAYO
 GM0430'TOWARDS PORTRERO.  IT IS 6.5 FEET NORTHERLY FROM CENTER OF ENTRANCE
 GM0430'(WEST SIDE OF BUILDING).  IT IS SET HORIZONTALLY ON TOP OF SMALL
 GM0430'CONCRETE END WALL AT NORTHERLY END OF THE STEPS.  STD. DISK IN DRILL
 GM0430'HOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0585 ***********************************************************************
 FO0585  DESIGNATION -  H 198
 FO0585  PID         -  FO0585
 FO0585  STATE/COUNTY-  NM/SANDOVAL
 FO0585  USGS QUAD   -  PONDEROSA (1993)
 FO0585
 FO0585                         *CURRENT SURVEY CONTROL
 FO0585  ___________________________________________________________________
 FO0585* NAD 83(1986)-  35 43 48.     (N)    106 42 47.     (W)     SCALED    
 FO0585* NAVD 88     -      1804.672  (meters)    5920.83   (feet)  ADJUSTED  
 FO0585  ___________________________________________________________________
 FO0585  GEOID HEIGHT-         -19.48  (meters)                     GEOID03
 FO0585  DYNAMIC HT  -        1802.239 (meters)    5912.85  (feet)  COMP
 FO0585  MODELED GRAV-     979,221.3   (mgal)                       NAVD 88
 FO0585
 FO0585  VERT ORDER  -  SECOND    CLASS 0
 FO0585
 FO0585.The horizontal coordinates were scaled from a topographic map and have
 FO0585.an estimated accuracy of +/- 6 seconds.
 FO0585
 FO0585.The orthometric height was determined by differential leveling
 FO0585.and adjusted by the National Geodetic Survey in June 1991..
 FO0585
 FO0585.The geoid height was determined by GEOID03.
 FO0585
 FO0585.The dynamic height is computed by dividing the NAVD 88
 FO0585.geopotential number by the normal gravity value computed on the
 FO0585.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0585.degrees latitude (g = 980.6199 gals.).
 FO0585
 FO0585.The modeled gravity was interpolated from observed gravity values.
 FO0585
 FO0585;                    North         East    Units  Estimated Accuracy
 FO0585;SPC NM C     -   524,660.      458,110.      MT  (+/- 180 meters Scaled)
 FO0585
 FO0585                          SUPERSEDED SURVEY CONTROL
 FO0585
 FO0585  NGVD 29 (??/??/92) 1803.708  (m)         5917.67   (f) ADJ UNCH    2 0
 FO0585
 FO0585.Superseded values are not recommended for survey control.
 FO0585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0585.See file dsdata.txt to determine how the superseded data were derived.
 FO0585
 FO0585_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV450553(NAD 83)
 FO0585_MARKER: DB = BENCH MARK DISK
 FO0585_SETTING: 80 = SET IN A BOULDER
 FO0585_STAMPING: H 198 1941
 FO0585_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO0585+STABILITY: SURFACE MOTION
 FO0585
 FO0585  HISTORY     - Date     Condition        Report By
 FO0585  HISTORY     - 1941     MONUMENTED       CGS
 FO0585
 FO0585                          STATION DESCRIPTION
 FO0585
 FO0585'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 FO0585'3.9 MI S FROM JEMEZ SPRINGS.
 FO0585'3.9 MILES SOUTH ALONG STATE HIGHWAY 4 FROM THE RANGER STATION AT JEMEZ
 FO0585'SPRINGS, SANDOVAL COUNTY, 350 FEET SOUTH OF THE JUNCTION OF A ROAD
 FO0585'LEADING TO A MINE, 57 FEET NORTHEAST OF TWO LARGE COTTONWOOD TREES, 31
 FO0585'FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 9.3 FEET WEST OF A CEDAR
 FO0585'TREE, IN THE TOP OF A LARGE RED SANDSTONE BOULDER AMONG A GREY BOULDER
 FO0585'OUTCROP, AND 2.5 FEET HIGHER THAN THE HIGHWAY.  A STANDARD DISK,
 FO0585'STAMPED H 198 1941.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0340 ***********************************************************************
 EO0340  DESIGNATION -  H 199
 EO0340  PID         -  EO0340
 EO0340  STATE/COUNTY-  NM/CURRY
 EO0340  USGS QUAD   -  MIDWAY (1985)
 EO0340
 EO0340                         *CURRENT SURVEY CONTROL
 EO0340  ___________________________________________________________________
 EO0340* NAD 83(1986)-  34 18 59.     (N)    103 13 25.     (W)     SCALED    
 EO0340* NAVD 88     -      1270.612  (meters)    4168.67   (feet)  ADJUSTED  
 EO0340  ___________________________________________________________________
 EO0340  GEOID HEIGHT-         -23.41  (meters)                     GEOID03
 EO0340  DYNAMIC HT  -        1268.952 (meters)    4163.22  (feet)  COMP
 EO0340  MODELED GRAV-     979,285.2   (mgal)                       NAVD 88
 EO0340
 EO0340  VERT ORDER  -  FIRST     CLASS II
 EO0340
 EO0340.The horizontal coordinates were scaled from a topographic map and have
 EO0340.an estimated accuracy of +/- 6 seconds.
 EO0340
 EO0340.The orthometric height was determined by differential leveling
 EO0340.and adjusted by the National Geodetic Survey in June 1991..
 EO0340
 EO0340.The geoid height was determined by GEOID03.
 EO0340
 EO0340.The dynamic height is computed by dividing the NAVD 88
 EO0340.geopotential number by the normal gravity value computed on the
 EO0340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0340.degrees latitude (g = 980.6199 gals.).
 EO0340
 EO0340.The modeled gravity was interpolated from observed gravity values.
 EO0340
 EO0340;                    North         East    Units  Estimated Accuracy
 EO0340;SPC NM E     -   368,310.      267,130.      MT  (+/- 180 meters Scaled)
 EO0340
 EO0340                          SUPERSEDED SURVEY CONTROL
 EO0340
 EO0340  NGVD 29 (??/??/92) 1270.039  (m)         4166.79   (f) ADJ UNCH    1 2
 EO0340
 EO0340.Superseded values are not recommended for survey control.
 EO0340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0340.See file dsdata.txt to determine how the superseded data were derived.
 EO0340
 EO0340_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFT634986(NAD 83)
 EO0340_MARKER: DB = BENCH MARK DISK
 EO0340_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EO0340_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EO0340_STAMPING: H 199 1940
 EO0340_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EO0340+STABILITY: SURFACE MOTION
 EO0340
 EO0340  HISTORY     - Date     Condition        Report By
 EO0340  HISTORY     - 1940     MONUMENTED       CGS
 EO0340  HISTORY     - 1982     MARK NOT FOUND   NGS
 EO0340
 EO0340                          STATION DESCRIPTION
 EO0340
 EO0340'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 EO0340'6.5 MI S FROM CLOVIS.
 EO0340'6.5 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 EO0340'THE STATION AT CLOVIS, 9 POLES NORTH OF MILEPOST 6,300 FEET SOUTH OF A
 EO0340'ROAD CROSSING, 40 FEET EAST OF THE CENTERLINE OF THE TRACK, IN LINE
 EO0340'WITH A ROW OF POLES, AND 3 FEET NORTH OF A WHITE WOODEN WITNESS POST.
 EO0340'A STANDARD DISK, STAMPED H 199 1940 AND SET IN THE TOP OF A CONCRETE
 EO0340'POST PROJECTING 0.5 FOOT ABOVE GROUND.
 EO0340
 EO0340                          STATION RECOVERY (1982)
 EO0340
 EO0340'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 EO0340'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0329 ***********************************************************************
 DQ0329  DESIGNATION -  H 2
 DQ0329  PID         -  DQ0329
 DQ0329  STATE/COUNTY-  NM/LEA
 DQ0329  USGS QUAD   -  HILLBURN CITY (1984)
 DQ0329
 DQ0329                         *CURRENT SURVEY CONTROL
 DQ0329  ___________________________________________________________________
 DQ0329* NAD 83(1986)-  33 00 35.     (N)    103 19 05.     (W)     SCALED    
 DQ0329* NAVD 88     -      1191.456  (meters)    3908.97   (feet)  ADJUSTED  
 DQ0329  ___________________________________________________________________
 DQ0329  GEOID HEIGHT-         -21.76  (meters)                     GEOID03
 DQ0329  DYNAMIC HT  -        1189.834 (meters)    3903.65  (feet)  COMP
 DQ0329  MODELED GRAV-     979,234.9   (mgal)                       NAVD 88
 DQ0329
 DQ0329  VERT ORDER  -  SECOND    CLASS 0
 DQ0329
 DQ0329.The horizontal coordinates were scaled from a topographic map and have
 DQ0329.an estimated accuracy of +/- 6 seconds.
 DQ0329
 DQ0329.The orthometric height was determined by differential leveling
 DQ0329.and adjusted by the National Geodetic Survey in June 1991..
 DQ0329
 DQ0329.The geoid height was determined by GEOID03.
 DQ0329
 DQ0329.The dynamic height is computed by dividing the NAVD 88
 DQ0329.geopotential number by the normal gravity value computed on the
 DQ0329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0329.degrees latitude (g = 980.6199 gals.).
 DQ0329
 DQ0329.The modeled gravity was interpolated from observed gravity values.
 DQ0329
 DQ0329;                    North         East    Units  Estimated Accuracy
 DQ0329;SPC NM E     -   223,290.      259,860.      MT  (+/- 180 meters Scaled)
 DQ0329
 DQ0329                          SUPERSEDED SURVEY CONTROL
 DQ0329
 DQ0329  NGVD 29 (??/??/92) 1191.028  (m)         3907.56   (f) ADJ UNCH    2 0
 DQ0329
 DQ0329.Superseded values are not recommended for survey control.
 DQ0329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0329.See file dsdata.txt to determine how the superseded data were derived.
 DQ0329
 DQ0329_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFS571536(NAD 83)
 DQ0329_MARKER: DD = SURVEY DISK
 DQ0329_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0329_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DQ0329_STAMPING: H-2 1930
 DQ0329_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0329+STABILITY: SURFACE MOTION
 DQ0329
 DQ0329  HISTORY     - Date     Condition        Report By
 DQ0329  HISTORY     - 1930     MONUMENTED       USGS
 DQ0329  HISTORY     - 1935     GOOD             NGS
 DQ0329
 DQ0329                          STATION DESCRIPTION
 DQ0329
 DQ0329'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DQ0329'5.1 MI N FROM LOVINGTON.
 DQ0329'5.1 MI. N. OF COURTHOUSE ALONG STATE NO. 18 500 FT. S.E. OF HESTER
 DQ0329'SCHOOLHOUSE, 120 FT. S. OF SIDE ROAD TO W., 34 FT. W. OF THE CENTER
 DQ0329'LINE OF HWY., AND 3 FT. S.W. OF ANGLE POST IN FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0308 ***********************************************************************
 EQ0308  DESIGNATION -  H 2
 EQ0308  PID         -  EQ0308
 EQ0308  STATE/COUNTY-  NM/VALENCIA
 EQ0308  USGS QUAD   -  RIO PUERCO (1991)
 EQ0308
 EQ0308                         *CURRENT SURVEY CONTROL
 EQ0308  ___________________________________________________________________
 EQ0308* NAD 83(1986)-  34 47 06.     (N)    106 55 32.     (W)     SCALED    
 EQ0308* NAVD 88     -      1585.369  (meters)    5201.33   (feet)  POSTED    
 EQ0308  ___________________________________________________________________
 EQ0308  GEOID HEIGHT-         -21.86  (meters)                     GEOID03
 EQ0308  DYNAMIC HT  -        1583.160 (meters)    5194.08  (feet)  COMP
 EQ0308  MODELED GRAV-     979,186.0   (mgal)                       NAVD 88
 EQ0308
 EQ0308  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EQ0308
 EQ0308.The horizontal coordinates were scaled from a topographic map and have
 EQ0308.an estimated accuracy of +/- 6 seconds.
 EQ0308
 EQ0308.The orthometric height was determined by differential leveling
 EQ0308.and adjusted by the National Geodetic Survey in 1992..
 EQ0308.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EQ0308.rate of 0.0 thru 1.0 mm/km.
 EQ0308
 EQ0308.The geoid height was determined by GEOID03.
 EQ0308
 EQ0308.The dynamic height is computed by dividing the NAVD 88
 EQ0308.geopotential number by the normal gravity value computed on the
 EQ0308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0308.degrees latitude (g = 980.6199 gals.).
 EQ0308
 EQ0308.The modeled gravity was interpolated from observed gravity values.
 EQ0308
 EQ0308;                    North         East    Units  Estimated Accuracy
 EQ0308;SPC NM C     -   419,930.      438,180.      MT  (+/- 180 meters Scaled)
 EQ0308
 EQ0308                          SUPERSEDED SURVEY CONTROL
 EQ0308
 EQ0308  NGVD 29 (??/??/92) 1584.487  (m)         5198.44   (f) ADJ UNCH    1 2
 EQ0308
 EQ0308.Superseded values are not recommended for survey control.
 EQ0308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0308.See file dsdata.txt to determine how the superseded data were derived.
 EQ0308
 EQ0308_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU238508(NAD 83)
 EQ0308_MARKER: DB = BENCH MARK DISK
 EQ0308_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EQ0308_SP_SET: ABUTMENT
 EQ0308_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EQ0308
 EQ0308  HISTORY     - Date     Condition        Report By
 EQ0308  HISTORY     - UNK      MONUMENTED       CGS
 EQ0308  HISTORY     - 1909     GOOD             NGS
 EQ0308  HISTORY     - 1934     MARK NOT FOUND   NGS
 EQ0308
 EQ0308                          STATION DESCRIPTION
 EQ0308
 EQ0308'DESCRIBED BY NATIONAL GEODETIC SURVEY 1909
 EQ0308'3.5 MI E FROM PAVO.
 EQ0308'3.5 MILES EAST ALONG THE ABANDONED ATCHISON, TOPEKA AND SANTA FE
 EQ0308'RAILWAY ROADBED FROM PAVO, VALENCIA COUNTY, AT ABANDONED STEEL-GIRDER
 EQ0308'BRIDGE NO. C 30, AT THE WEST ABUTMENT, IN THE TOP OF THE NORTH END OF
 EQ0308'THE COPING STONE, 1 FOOT FROM THE FACE, AND 2 FEET FROM THE END.  A
 EQ0308'STANDARD DISK.
 EQ0308
 EQ0308                          STATION RECOVERY (1934)
 EQ0308
 EQ0308'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 EQ0308'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0109 ***********************************************************************
 GN0109  DESIGNATION -  H 2
 GN0109  PID         -  GN0109
 GN0109  STATE/COUNTY-  NM/RIO ARRIBA
 GN0109  USGS QUAD   -  SAN JUAN PUEBLO (1977)
 GN0109
 GN0109                         *CURRENT SURVEY CONTROL
 GN0109  ___________________________________________________________________
 GN0109* NAD 83(1986)-  36 03 19.     (N)    106 03 35.     (W)     SCALED    
 GN0109* NAVD 88     -      1747.501  (meters)    5733.26   (feet)  ADJUSTED  
 GN0109  ___________________________________________________________________
 GN0109  GEOID HEIGHT-         -19.02  (meters)                     GEOID03
 GN0109  DYNAMIC HT  -        1745.167 (meters)    5725.60  (feet)  COMP
 GN0109  MODELED GRAV-     979,235.8   (mgal)                       NAVD 88
 GN0109
 GN0109  VERT ORDER  -  FIRST     CLASS II
 GN0109
 GN0109.The horizontal coordinates were scaled from a topographic map and have
 GN0109.an estimated accuracy of +/- 6 seconds.
 GN0109
 GN0109.The orthometric height was determined by differential leveling
 GN0109.and adjusted by the National Geodetic Survey in June 1991..
 GN0109
 GN0109.The geoid height was determined by GEOID03.
 GN0109
 GN0109.The dynamic height is computed by dividing the NAVD 88
 GN0109.geopotential number by the normal gravity value computed on the
 GN0109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GN0109.degrees latitude (g = 980.6199 gals.).
 GN0109
 GN0109.The modeled gravity was interpolated from observed gravity values.
 GN0109
 GN0109;                    North         East    Units  Estimated Accuracy
 GN0109;SPC NM C     -   560,660.      517,140.      MT  (+/- 180 meters Scaled)
 GN0109
 GN0109                          SUPERSEDED SURVEY CONTROL
 GN0109
 GN0109  NGVD 29 (??/??/92) 1746.487  (m)         5729.93   (f) ADJ UNCH    1 2
 GN0109
 GN0109.Superseded values are not recommended for survey control.
 GN0109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0109.See file dsdata.txt to determine how the superseded data were derived.
 GN0109
 GN0109_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV045905(NAD 83)
 GN0109_MARKER: DD = SURVEY DISK
 GN0109_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GN0109_SP_SET: CULVERT
 GN0109_STAMPING: H-2 1927
 GN0109_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GN0109
 GN0109  HISTORY     - Date     Condition        Report By
 GN0109  HISTORY     - 1927     MONUMENTED       USGS
 GN0109  HISTORY     - 1933     GOOD             NGS
 GN0109  HISTORY     - 1951     GOOD             DOD
 GN0109  HISTORY     - 1984     MARK NOT FOUND   NGS
 GN0109
 GN0109                          STATION DESCRIPTION
 GN0109
 GN0109'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 GN0109'5.3 MI N FROM ESPANOLA.
 GN0109'ALONG THE ESPANOLA - TAOS HIGHWAY IN NORTHWEST CORNER OF INTERSECTION
 GN0109'WITH ROAD WEST TO SAN JUAN PUEBLO IN CENTER OF WEST HEADWALL OF
 GN0109'CONCRETE CULVERT.  NOTE-- THE HIGHWAY IS NOW U.S. HIGHWAY 64.
 GN0109
 GN0109                          STATION RECOVERY (1951)
 GN0109
 GN0109'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1951
 GN0109'RECOVERED IN GOOD CONDITION.
 GN0109
 GN0109                          STATION RECOVERY (1984)
 GN0109
 GN0109'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GN0109'NOTE=THE HIGHWAY HAS BEEN WIDENED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0371 ***********************************************************************
 FO0371  DESIGNATION -  H 2 H 3
 FO0371  PID         -  FO0371
 FO0371  STATE/COUNTY-  NM/BERNALILLO
 FO0371  USGS QUAD   -  ALBUQUERQUE EAST (1990)
 FO0371
 FO0371                         *CURRENT SURVEY CONTROL
 FO0371  ___________________________________________________________________
 FO0371* NAD 83(1986)-  35 03 43.     (N)    106 33 01.     (W)     SCALED    
 FO0371* NAVD 88     -      1646.610  (meters)    5402.25   (feet)  ADJUSTED  
 FO0371  ___________________________________________________________________
 FO0371  GEOID HEIGHT-         -20.78  (meters)                     GEOID03
 FO0371  DYNAMIC HT  -        1644.353 (meters)    5394.85  (feet)  COMP
 FO0371  MODELED GRAV-     979,206.1   (mgal)                       NAVD 88
 FO0371
 FO0371  VERT ORDER  -  FIRST     CLASS II
 FO0371
 FO0371.The horizontal coordinates were scaled from a topographic map and have
 FO0371.an estimated accuracy of +/- 6 seconds.
 FO0371
 FO0371.The orthometric height was determined by differential leveling
 FO0371.and adjusted by the National Geodetic Survey in June 1991..
 FO0371
 FO0371.The geoid height was determined by GEOID03.
 FO0371
 FO0371.The dynamic height is computed by dividing the NAVD 88
 FO0371.geopotential number by the normal gravity value computed on the
 FO0371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0371.degrees latitude (g = 980.6199 gals.).
 FO0371
 FO0371.The modeled gravity was interpolated from observed gravity values.
 FO0371
 FO0371;                    North         East    Units  Estimated Accuracy
 FO0371;SPC NM C     -   450,490.      472,610.      MT  (+/- 180 meters Scaled)
 FO0371
 FO0371                          SUPERSEDED SURVEY CONTROL
 FO0371
 FO0371  NGVD 29 (??/??/92) 1645.786  (m)         5399.55   (f) ADJ UNCH    1 2
 FO0371
 FO0371.Superseded values are not recommended for survey control.
 FO0371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0371.See file dsdata.txt to determine how the superseded data were derived.
 FO0371
 FO0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU586810(NAD 83)
 FO0371_MARKER: DD = SURVEY DISK
 FO0371_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FO0371_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FO0371_STAMPING: H-2 H-2 H-3  H-3 5400.40 40X00N 0X00 E W
 FO0371_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO0371+STABILITY: SURFACE MOTION
 FO0371
 FO0371  HISTORY     - Date     Condition        Report By
 FO0371  HISTORY     - UNK      MONUMENTED       USE
 FO0371  HISTORY     - 1951     GOOD             NGS
 FO0371  HISTORY     - 20030805 MARK NOT FOUND   USPSQD
 FO0371
 FO0371                          STATION DESCRIPTION
 FO0371
 FO0371'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 FO0371'6.4 MI SE FROM ALBUQUERQUE.
 FO0371'5.5 MILES EAST ALONG U.S. HIGHWAY 66 AND EAST CENTRAL AVENUE FROM THE
 FO0371'EAST CENTRAL AVENUE VIADUCT AT ALBUQUERQUE, THENCE 0.55 MILE SOUTH
 FO0371'ALONG SOUTH WYOMING AVENUE TO THE NORTH GATE OF SANDIA BASE, THENCE
 FO0371'0.35 MILE SOUTH ALONG MAIN STREET, AT THE INTERSECTION WITH WEST
 FO0371'SANDIA ROAD, 67.8 FEET SOUTHWEST OF A POWER POLE, 31.6 FEET WEST OF
 FO0371'THE WEST CURB  OF MAIN STREET, 27.3 FEET NORTH OF THE NORTH CURB OF
 FO0371'WEST SANDIA ROAD, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2
 FO0371'FOOT ABOVE THE GROUND.
 FO0371
 FO0371                          STATION RECOVERY (2003)
 FO0371
 FO0371'RECOVERY NOTE BY US POWER SQUADRON 2003 (AFA)
 FO0371'AREA HAS BEEN RELANDSCAPED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0221 ***********************************************************************
 GM0221  DESIGNATION -  H 20
 GM0221  PID         -  GM0221
 GM0221  STATE/COUNTY-  NM/COLFAX
 GM0221  USGS QUAD   -  MAXWELL (1971)
 GM0221
 GM0221                         *CURRENT SURVEY CONTROL
 GM0221  ___________________________________________________________________
 GM0221* NAD 83(1986)-  36 32 19.     (N)    104 32 37.     (W)     SCALED    
 GM0221* NAVD 88     -      1808.645  (meters)    5933.86   (feet)  POSTED    
 GM0221  ___________________________________________________________________
 GM0221  GEOID HEIGHT-         -18.68  (meters)                     GEOID03
 GM0221  DYNAMIC HT  -        1806.370 (meters)    5926.40  (feet)  COMP
 GM0221  MODELED GRAV-     979,312.3   (mgal)                       NAVD 88
 GM0221
 GM0221  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 GM0221
 GM0221.The horizontal coordinates were scaled from a topographic map and have
 GM0221.an estimated accuracy of +/- 6 seconds.
 GM0221
 GM0221.The orthometric height was determined by differential leveling
 GM0221.and adjusted by the National Geodetic Survey in 1992..
 GM0221.No vertical observational check was made to the station.
 GM0221.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 GM0221.was located on a no-check spur therefore a value was not computed.
 GM0221
 GM0221.The geoid height was determined by GEOID03.
 GM0221
 GM0221.The dynamic height is computed by dividing the NAVD 88
 GM0221.geopotential number by the normal gravity value computed on the
 GM0221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GM0221.degrees latitude (g = 980.6199 gals.).
 GM0221
 GM0221.The modeled gravity was interpolated from observed gravity values.
 GM0221
 GM0221;                    North         East    Units  Estimated Accuracy
 GM0221;SPC NM E     -   614,300.      146,170.      MT  (+/- 180 meters Scaled)
 GM0221
 GM0221                          SUPERSEDED SURVEY CONTROL
 GM0221
 GM0221  NGVD 29 (??/??/92) 1807.800  (m)         5931.09   (f) ADJ UNCH    1 2
 GM0221
 GM0221.Superseded values are not recommended for survey control.
 GM0221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0221.See file dsdata.txt to determine how the superseded data were derived.
 GM0221
 GM0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEA408437(NAD 83)
 GM0221_MARKER: DB = BENCH MARK DISK
 GM0221_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GM0221_SP_SET: STEP
 GM0221_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GM0221
 GM0221  HISTORY     - Date     Condition        Report By
 GM0221  HISTORY     - UNK      MONUMENTED       CGS
 GM0221  HISTORY     - 1929     GOOD             NGS
 GM0221  HISTORY     - 1971     POOR             USGS
 GM0221
 GM0221                          STATION DESCRIPTION
 GM0221
 GM0221'DESCRIBED BY NATIONAL GEODETIC SURVEY 1929
 GM0221'0.3 MI SSW FROM MAXWELL.
 GM0221'IN TOWN OF MAXWELL 0.3 MI SSW.  FROM A.T. AND S.F. DEPOT, IN THE NORTH
 GM0221'RAILING AT STEPS AT ENTRANCE TO MAXWELL HIGH SCHOOL BLDG.
 GM0221
 GM0221                          STATION RECOVERY (1971)
 GM0221
 GM0221'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 GM0221'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0420 ***********************************************************************
 EO0420  DESIGNATION -  H 200
 EO0420  PID         -  EO0420
 EO0420  STATE/COUNTY-  NM/ROOSEVELT
 EO0420  USGS QUAD   -  FLOYD SE (1987)
 EO0420
 EO0420                         *CURRENT SURVEY CONTROL
 EO0420  ___________________________________________________________________
 EO0420* NAD 83(1986)-  34 00 40.     (N)    103 34 47.     (W)     SCALED    
 EO0420* NAVD 88     -      1329.532  (meters)    4361.97   (feet)  ADJUSTED  
 EO0420  ___________________________________________________________________
 EO0420  GEOID HEIGHT-         -22.75  (meters)                     GEOID03
 EO0420  DYNAMIC HT  -        1327.763 (meters)    4356.17  (feet)  COMP
 EO0420  MODELED GRAV-     979,258.5   (mgal)                       NAVD 88
 EO0420
 EO0420  VERT ORDER  -  FIRST     CLASS II
 EO0420
 EO0420.The horizontal coordinates were scaled from a topographic map and have
 EO0420.an estimated accuracy of +/- 6 seconds.
 EO0420
 EO0420.The orthometric height was determined by differential leveling
 EO0420.and adjusted by the National Geodetic Survey in June 1991..
 EO0420
 EO0420.The geoid height was determined by GEOID03.
 EO0420
 EO0420.The dynamic height is computed by dividing the NAVD 88
 EO0420.geopotential number by the normal gravity value computed on the
 EO0420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0420.degrees latitude (g = 980.6199 gals.).
 EO0420
 EO0420.The modeled gravity was interpolated from observed gravity values.
 EO0420
 EO0420;                    North         East    Units  Estimated Accuracy
 EO0420;SPC NM E     -   334,150.      234,610.      MT  (+/- 180 meters Scaled)
 EO0420
 EO0420                          SUPERSEDED SURVEY CONTROL
 EO0420
 EO0420.No superseded survey control is available for this station.
 EO0420
 EO0420_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFT311642(NAD 83)
 EO0420_MARKER: DB = BENCH MARK DISK
 EO0420_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EO0420_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EO0420_STAMPING: H 200 1940
 EO0420_MARK LOGO: CGS   
 EO0420_PROJECTION: PROJECTING 5 CENTIMETERS
 EO0420_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EO0420+STABILITY: SURFACE MOTION
 EO0420
 EO0420  HISTORY     - Date     Condition        Report By
 EO0420  HISTORY     - 1940     MONUMENTED       CGS
 EO0420  HISTORY     - 1944     GOOD             NGS
 EO0420  HISTORY     - 1982     GOOD             NGS
 EO0420
 EO0420                          STATION DESCRIPTION
 EO0420
 EO0420'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 EO0420'6.2 MI NE FROM ELIDA.
 EO0420'6.2 MILES NORTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 EO0420'FROM THE STATION AT ELIDA, 66 FEET SOUTHWEST OF MILEPOST 36, 150 FEET
 EO0420'EAST OF THE CENTER OF A TRACK-ROAD CROSSING, 98 FEET SOUTHEAST OF THE
 EO0420'CENTERLINE OF THE TRACK, 42 FEET NORTHWEST OF THE CENTERLINE OF U.S.
 EO0420'HIGHWAY 70, 2 FEET NORTHWEST OF AN IRON RIGHT-OF-WAY POST, AND 2 FEET
 EO0420'NORTH OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED H 200
 EO0420'1940 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE
 EO0420'GROUND.
 EO0420
 EO0420                          STATION RECOVERY (1982)
 EO0420
 EO0420'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 EO0420'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  26.3 KM (16.35
 EO0420'MI) NORTHEASTERLY ALONG U.S. HIGHWAY 70 FROM THE POST OFFICE IN
 EO0420'KENNA, 45.7 METERS (149.9 FT) EAST OF THE CENTER OF A FIELD ROAD, 32.9
 EO0420'METERS (107.9 FT) SOUTHEAST OF RAILROAD MILEPOST 36, 29.1 METERS (95.5
 EO0420'FT) SOUTHEAST OF THE NEAR RAIL OF THE SANTA FE RAILROAD, 20.8 METERS
 EO0420'(68.2 FT) SOUTH-SOUTHWEST OF A UTILITY POLE, 16.2 METERS (53.1 FT)
 EO0420'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 0.9 METERS (3.0 FT) NORTH
 EO0420'OF A WOODEN WITNESS POST AND 0.9 METER (3.0 FT) NORTHWEST OF A STEEL
 EO0420'RIGHT-OF-WAY MARKER.
 EO0420'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 EO0420'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0574 ***********************************************************************
 DQ0574  DESIGNATION -  H 201
 DQ0574  PID         -  DQ0574
 DQ0574  STATE/COUNTY-  NM/CHAVES
 DQ0574  USGS QUAD   -  KENNA SW (1979)
 DQ0574
 DQ0574                         *CURRENT SURVEY CONTROL
 DQ0574  ___________________________________________________________________
 DQ0574* NAD 83(1986)-  33 46 59.     (N)    103 53 06.     (W)     SCALED    
 DQ0574* NAVD 88     -      1289.862  (meters)    4231.82   (feet)  ADJUSTED  
 DQ0574  ___________________________________________________________________
 DQ0574  GEOID HEIGHT-         -22.95  (meters)                     GEOID03
 DQ0574  DYNAMIC HT  -        1288.112 (meters)    4226.08  (feet)  COMP
 DQ0574  MODELED GRAV-     979,234.6   (mgal)                       NAVD 88
 DQ0574
 DQ0574  VERT ORDER  -  FIRST     CLASS II
 DQ0574
 DQ0574.The horizontal coordinates were scaled from a topographic map and have
 DQ0574.an estimated accuracy of +/- 6 seconds.
 DQ0574
 DQ0574.The orthometric height was determined by differential leveling
 DQ0574.and adjusted by the National Geodetic Survey in June 1991..
 DQ0574
 DQ0574.The geoid height was determined by GEOID03.
 DQ0574
 DQ0574.The dynamic height is computed by dividing the NAVD 88
 DQ0574.geopotential number by the normal gravity value computed on the
 DQ0574.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0574.degrees latitude (g = 980.6199 gals.).
 DQ0574
 DQ0574.The modeled gravity was interpolated from observed gravity values.
 DQ0574
 DQ0574;                    North         East    Units  Estimated Accuracy
 DQ0574;SPC NM E     -   308,690.      206,520.      MT  (+/- 180 meters Scaled)
 DQ0574
 DQ0574                          SUPERSEDED SURVEY CONTROL
 DQ0574
 DQ0574  NGVD 29 (??/??/92) 1289.248  (m)         4229.81   (f) ADJ UNCH    1 2
 DQ0574
 DQ0574.Superseded values are not recommended for survey control.
 DQ0574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0574.See file dsdata.txt to determine how the superseded data were derived.
 DQ0574
 DQ0574_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFT032386(NAD 83)
 DQ0574_MARKER: DB = BENCH MARK DISK
 DQ0574_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0574_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DQ0574_STAMPING: H 201 1941
 DQ0574_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0574+STABILITY: SURFACE MOTION
 DQ0574
 DQ0574  HISTORY     - Date     Condition        Report By
 DQ0574  HISTORY     - 1941     MONUMENTED       CGS
 DQ0574  HISTORY     - 1982     MARK NOT FOUND   NGS
 DQ0574
 DQ0574                          STATION DESCRIPTION
 DQ0574
 DQ0574'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 DQ0574'5.9 MI NE FROM BOAZ.
 DQ0574'5.9 MILES NORTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 DQ0574'FROM THE STATION AT BOAZ, CHAVES COUNTY, OPPOSITE MILEPOST 60, 97 FEET
 DQ0574'NORTHWEST OF THE CENTERLINE OF THE TRACK, 3 FEET SOUTHEAST OF THE
 DQ0574'RIGHT-OF-WAY FENCE, 2.5 FEET WEST OF A WHITE WOODEN WITNESS POST, AND
 DQ0574'LEVEL WITH THE TRACK.  A STANDARD DISK, STAMPED H 201 1941 AND SET IN
 DQ0574'THE TOP OF A CONCRETE POST PROJECTING 0.8 FOOT ABOVE GROUND.
 DQ0574
 DQ0574                          STATION RECOVERY (1982)
 DQ0574
 DQ0574'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 DQ0574'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0053 ***********************************************************************
 DR0053  DESIGNATION -  H 202
 DR0053  PID         -  DR0053
 DR0053  STATE/COUNTY-  NM/CHAVES
 DR0053  USGS QUAD   -  ACME (1982)
 DR0053
 DR0053                         *CURRENT SURVEY CONTROL
 DR0053  ___________________________________________________________________
 DR0053* NAD 83(1986)-  33 35 01.     (N)    104 18 54.     (W)     SCALED    
 DR0053* NAVD 88     -      1138.694  (meters)    3735.87   (feet)  ADJUSTED  
 DR0053  ___________________________________________________________________
 DR0053  GEOID HEIGHT-         -23.22  (meters)                     GEOID03
 DR0053  DYNAMIC HT  -        1137.166 (meters)    3730.85  (feet)  COMP
 DR0053  MODELED GRAV-     979,256.0   (mgal)                       NAVD 88
 DR0053
 DR0053  VERT ORDER  -  FIRST     CLASS II
 DR0053
 DR0053.The horizontal coordinates were scaled from a topographic map and have
 DR0053.an estimated accuracy of +/- 6 seconds.
 DR0053
 DR0053.The orthometric height was determined by differential leveling
 DR0053.and adjusted by the National Geodetic Survey in June 1991..
 DR0053
 DR0053.The geoid height was determined by GEOID03.
 DR0053
 DR0053.The dynamic height is computed by dividing the NAVD 88
 DR0053.geopotential number by the normal gravity value computed on the
 DR0053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0053.degrees latitude (g = 980.6199 gals.).
 DR0053
 DR0053.The modeled gravity was interpolated from observed gravity values.
 DR0053
 DR0053;                    North         East    Units  Estimated Accuracy
 DR0053;SPC NM E     -   286,480.      166,700.      MT  (+/- 180 meters Scaled)
 DR0053
 DR0053                          SUPERSEDED SURVEY CONTROL
 DR0053
 DR0053  NGVD 29 (??/??/92) 1138.150  (m)         3734.08   (f) ADJ UNCH    1 2
 DR0053
 DR0053.Superseded values are not recommended for survey control.
 DR0053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0053.See file dsdata.txt to determine how the superseded data were derived.
 DR0053
 DR0053_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SET635161(NAD 83)
 DR0053_MARKER: DB = BENCH MARK DISK
 DR0053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR0053_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DR0053_STAMPING: H 202 1941
 DR0053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR0053+STABILITY: SURFACE MOTION
 DR0053
 DR0053  HISTORY     - Date     Condition        Report By
 DR0053  HISTORY     - 1941     MONUMENTED       CGS
 DR0053
 DR0053                          STATION DESCRIPTION
 DR0053
 DR0053'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 DR0053'1.0 MI NE FROM ACME.
 DR0053'1.0 MILE NORTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 DR0053'FROM THE STATION AT ACME, 24 FEET EAST OF THE SECOND POLE EAST OF
 DR0053'MILEPOST 89, 98 FEET SOUTH OF THE CENTERLINE OF THE TRACK, 2 FEET
 DR0053'NORTH OF THE RIGHT-OF-WAY FENCE, 3 FEET WEST OF A WHITE WOODEN WITNESS
 DR0053'POST, AND ABOUT 3 FEET HIGHER THAN THE TRACK.  A STANDARD DISK,
 DR0053'STAMPED H 202 1941 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 DR0053'0.6 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0084 ***********************************************************************
 DR0084  DESIGNATION -  H 203
 DR0084  PID         -  DR0084
 DR0084  STATE/COUNTY-  NM/CHAVES
 DR0084  USGS QUAD   -  SOUTH SPRING (1975)
 DR0084
 DR0084                         *CURRENT SURVEY CONTROL
 DR0084  ___________________________________________________________________
 DR0084* NAD 83(1986)-  33 22 20.     (N)    104 30 01.     (W)     SCALED    
 DR0084* NAVD 88     -      1094.295  (meters)    3590.20   (feet)  POSTED    
 DR0084  ___________________________________________________________________
 DR0084  GEOID HEIGHT-         -23.18  (meters)                     GEOID03
 DR0084  DYNAMIC HT  -        1092.810 (meters)    3585.33  (feet)  COMP
 DR0084  MODELED GRAV-     979,238.7   (mgal)                       NAVD 88
 DR0084
 DR0084  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 DR0084
 DR0084.The horizontal coordinates were scaled from a topographic map and have
 DR0084.an estimated accuracy of +/- 6 seconds.
 DR0084
 DR0084.The orthometric height was determined by differential leveling
 DR0084.and adjusted by the National Geodetic Survey in 1992..
 DR0084.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 DR0084.rate of 0.0 thru 1.0 mm/km.
 DR0084.WARNING-Repeat measurements at this control monument indicate possible
 DR0084.vertical movement.
 DR0084
 DR0084.The geoid height was determined by GEOID03.
 DR0084
 DR0084.The dynamic height is computed by dividing the NAVD 88
 DR0084.geopotential number by the normal gravity value computed on the
 DR0084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0084.degrees latitude (g = 980.6199 gals.).
 DR0084
 DR0084.The modeled gravity was interpolated from observed gravity values.
 DR0084
 DR0084;                    North         East    Units  Estimated Accuracy
 DR0084;SPC NM E     -   263,050.      149,470.      MT  (+/- 180 meters Scaled)
 DR0084
 DR0084                          SUPERSEDED SURVEY CONTROL
 DR0084
 DR0084  NGVD 29 (??/??/92) 1093.758  (m)         3588.44   (f) ADJ UNCH    1 2
 DR0084
 DR0084.Superseded values are not recommended for survey control.
 DR0084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0084.See file dsdata.txt to determine how the superseded data were derived.
 DR0084
 DR0084_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES464926(NAD 83)
 DR0084_MARKER: DB = BENCH MARK DISK
 DR0084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR0084_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DR0084_STAMPING: H 203 1941
 DR0084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR0084+STABILITY: SURFACE MOTION
 DR0084
 DR0084  HISTORY     - Date     Condition        Report By
 DR0084  HISTORY     - 1941     MONUMENTED       CGS
 DR0084  HISTORY     - 1957     GOOD             NGS
 DR0084  HISTORY     - 1982     MARK NOT FOUND   NGS
 DR0084
 DR0084                          STATION DESCRIPTION
 DR0084
 DR0084'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 DR0084'2.2 MI SE FROM ROSWELL.
 DR0084'ABOUT 2.2 MILES SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 DR0084'RAILWAY FROM THE STATION AT ROSWELL, 75 FEET EAST OF AND ACROSS THE
 DR0084'TRACK FROM MILEPOST 110, 44 FEET NORTHEAST OF THE NORTHEAST RAIL, 31
 DR0084'1/2 FEET SOUTHWEST OF THE CENTER LINE OF U. S. HIGHWAY  285 BYPASS, 1
 DR0084'FOOT NORTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT 2 FEET BELOW THE
 DR0084'LEVEL OF THE TRACK, AND IN THE TOP OF A CONCRETE POST PROJECTING 4
 DR0084'INCHES.
 DR0084
 DR0084                          STATION RECOVERY (1982)
 DR0084
 DR0084'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 DR0084'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0794 ***********************************************************************
 DR0794  DESIGNATION -  H 204
 DR0794  PID         -  DR0794
 DR0794  STATE/COUNTY-  NM/CHAVES
 DR0794  USGS QUAD   -  BAR C BAR RANCH (1991)
 DR0794
 DR0794                         *CURRENT SURVEY CONTROL
 DR0794  ___________________________________________________________________
 DR0794* NAD 83(1986)-  33 12 08.     (N)    104 07 55.     (W)     SCALED    
 DR0794* NAVD 88     -      1085.843  (meters)    3562.47   (feet)  ADJUSTED  
 DR0794  ___________________________________________________________________
 DR0794  GEOID HEIGHT-         -22.95  (meters)                     GEOID03
 DR0794  DYNAMIC HT  -        1084.364 (meters)    3557.62  (feet)  COMP
 DR0794  MODELED GRAV-     979,238.5   (mgal)                       NAVD 88
 DR0794
 DR0794  VERT ORDER  -  SECOND    CLASS 0
 DR0794
 DR0794.The horizontal coordinates were scaled from a topographic map and have
 DR0794.an estimated accuracy of +/- 6 seconds.
 DR0794
 DR0794.The orthometric height was determined by differential leveling
 DR0794.and adjusted by the National Geodetic Survey in June 1991..
 DR0794
 DR0794.The geoid height was determined by GEOID03.
 DR0794
 DR0794.The dynamic height is computed by dividing the NAVD 88
 DR0794.geopotential number by the normal gravity value computed on the
 DR0794.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0794.degrees latitude (g = 980.6199 gals.).
 DR0794
 DR0794.The modeled gravity was interpolated from observed gravity values.
 DR0794
 DR0794;                    North         East    Units  Estimated Accuracy
 DR0794;SPC NM E     -   244,200.      183,780.      MT  (+/- 180 meters Scaled)
 DR0794
 DR0794                          SUPERSEDED SURVEY CONTROL
 DR0794
 DR0794  NGVD 29 (??/??/92) 1085.389  (m)         3560.98   (f) ADJ UNCH    2 0
 DR0794
 DR0794.Superseded values are not recommended for survey control.
 DR0794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0794.See file dsdata.txt to determine how the superseded data were derived.
 DR0794
 DR0794_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES809740(NAD 83)
 DR0794_MARKER: DB = BENCH MARK DISK
 DR0794_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR0794_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DR0794_STAMPING: H 204 1941
 DR0794_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR0794+STABILITY: SURFACE MOTION
 DR0794
 DR0794  HISTORY     - Date     Condition        Report By
 DR0794  HISTORY     - 1941     MONUMENTED       CGS
 DR0794
 DR0794                          STATION DESCRIPTION
 DR0794
 DR0794'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 DR0794'16.0 MI E FROM DEXTER.
 DR0794'TO REACH BENCH MARK FROM THE DEXTER RAILROAD STATION, PROCEED EAST ON
 DR0794'MAIN ROAD, GO 2.0 MILES.  THENCE, TURN LEFT (NORTH), GO 0.8 MILES.
 DR0794'THENCE, TURN RIGHT (NORTHEAST), GO 0.3 MILES.  THENCE, TURN RIGHT
 DR0794'(EASTERLY), GO 1.7 MILES.  THENCE, TURN RIGHT (SOUTH), GO 0.6 MILES.
 DR0794'THENCE, TURN LEFT (EASTERLY), GO 2.6 MILES TO FORK IN ROAD.  THENCE,
 DR0794'TAKE LEFT FORK, GO 0.2 MILES TO FORK IN ROAD.  THENCE, TAKE RIGHT FORK
 DR0794'AND GO 7.6 MILES TO A GATE NEAR A LARGE STEEL TANK, PASS THROUGH GATE
 DR0794'AND CONTINUE EAST ABOUT 0.2 MILES TO SITE OF BENCH MARK.  BENCH MARK
 DR0794'IS AT THE CROSSING OF LEVEL LINES, ABOUT 800 FEET EAST OF A LARGE
 DR0794'STEEL WATER TANK WHICH IS NEAR THE INTERSECTION OF THE CROSS ROADS. 27
 DR0794'FEET NORTH OF AND ABOUT 1 FOOT ABOVE THE CENTER LINE OF THE ROADS. 3
 DR0794'FEET SOUTH OF A 4 X 4 INCH WOODEN MARKER POST.  THE MONUMENT PROJECTS
 DR0794'0.7 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0129 ***********************************************************************
 DR0129  DESIGNATION -  H 205
 DR0129  PID         -  DR0129
 DR0129  STATE/COUNTY-  NM/CHAVES
 DR0129  USGS QUAD   -  HAGERMAN (1975)
 DR0129
 DR0129                         *CURRENT SURVEY CONTROL
 DR0129  ___________________________________________________________________
 DR0129* NAD 83(1986)-  33 07 10.     (N)    104 17 08.     (W)     SCALED    
 DR0129* NAVD 88     -      1033.388  (meters)    3390.37   (feet)  POSTED    
 DR0129  ___________________________________________________________________
 DR0129  GEOID HEIGHT-         -23.11  (meters)                     GEOID03
 DR0129  DYNAMIC HT  -        1031.980 (meters)    3385.75  (feet)  COMP
 DR0129  MODELED GRAV-     979,241.3   (mgal)                       NAVD 88
 DR0129
 DR0129  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 DR0129
 DR0129.The horizontal coordinates were scaled from a topographic map and have
 DR0129.an estimated accuracy of +/- 6 seconds.
 DR0129
 DR0129.The orthometric height was determined by differential leveling
 DR0129.and adjusted by the National Geodetic Survey in 1992..
 DR0129.No vertical observational check was made to the station.
 DR0129.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 DR0129.was located on a no-check spur therefore a value was not computed.
 DR0129
 DR0129.The geoid height was determined by GEOID03.
 DR0129
 DR0129.The dynamic height is computed by dividing the NAVD 88
 DR0129.geopotential number by the normal gravity value computed on the
 DR0129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0129.degrees latitude (g = 980.6199 gals.).
 DR0129
 DR0129.The modeled gravity was interpolated from observed gravity values.
 DR0129
 DR0129;                    North         East    Units  Estimated Accuracy
 DR0129;SPC NM E     -   235,000.      169,460.      MT  (+/- 180 meters Scaled)
 DR0129
 DR0129                          SUPERSEDED SURVEY CONTROL
 DR0129
 DR0129  NGVD 29 (??/??/92) 1032.876  (m)         3388.69   (f) ADJ UNCH    1 2
 DR0129
 DR0129.Superseded values are not recommended for survey control.
 DR0129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0129.See file dsdata.txt to determine how the superseded data were derived.
 DR0129
 DR0129_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES666647(NAD 83)
 DR0129_MARKER: DB = BENCH MARK DISK
 DR0129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR0129_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DR0129_STAMPING: H 205 1941
 DR0129_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR0129+STABILITY: SURFACE MOTION
 DR0129
 DR0129  HISTORY     - Date     Condition        Report By
 DR0129  HISTORY     - 1941     MONUMENTED       CGS
 DR0129  HISTORY     - 1957     GOOD             NGS
 DR0129
 DR0129                          STATION DESCRIPTION
 DR0129
 DR0129'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 DR0129'2.8 MI E FROM HAGERMAN.
 DR0129'ABOUT 0.2 MILE NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 DR0129'FROM THE STATION AT HAGERMAN, THENCE 0.5 MILE EAST ALONG A GRAVELED
 DR0129'ROAD, THENCE 2.0 MILES EAST ALONG STATE HIGHWAY 31, THENCE 0.1 MILE
 DR0129'NORTH ALONG A GRAVELED ROAD WHICH IS THE OLD PORTION OF THE HIGHWAY,
 DR0129'30 FEET WEST OF THE CENTER LINE OF THE ROAD, 73 FEET SOUTH OF A T
 DR0129'FENCE CORNER, 6 INCHES EAST OF A FENCE, 3 FEET NORTH OF A WHITE WOODEN
 DR0129'WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE OLD HIGHWAY BED, AND
 DR0129'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0216 ***********************************************************************
 DR0216  DESIGNATION -  H 206
 DR0216  PID         -  DR0216
 DR0216  STATE/COUNTY-  NM/CHAVES
 DR0216  USGS QUAD   -  DERRICK DRAW (1975)
 DR0216
 DR0216                         *CURRENT SURVEY CONTROL
 DR0216  ___________________________________________________________________
 DR0216* NAD 83(1986)-  33 04 26.     (N)    104 11 51.     (W)     SCALED    
 DR0216* NAVD 88     -      1051.877  (meters)    3451.03   (feet)  ADJUSTED  
 DR0216  ___________________________________________________________________
 DR0216  GEOID HEIGHT-         -22.97  (meters)                     GEOID03
 DR0216  DYNAMIC HT  -        1050.438 (meters)    3446.31  (feet)  COMP
 DR0216  MODELED GRAV-     979,234.5   (mgal)                       NAVD 88
 DR0216
 DR0216  VERT ORDER  -  SECOND    CLASS 0
 DR0216
 DR0216.The horizontal coordinates were scaled from a topographic map and have
 DR0216.an estimated accuracy of +/- 6 seconds.
 DR0216
 DR0216.The orthometric height was determined by differential leveling
 DR0216.and adjusted by the National Geodetic Survey in June 1991..
 DR0216.WARNING-Repeat measurements at this control monument indicate possible
 DR0216.vertical movement.
 DR0216
 DR0216.The geoid height was determined by GEOID03.
 DR0216
 DR0216.The dynamic height is computed by dividing the NAVD 88
 DR0216.geopotential number by the normal gravity value computed on the
 DR0216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0216.degrees latitude (g = 980.6199 gals.).
 DR0216
 DR0216.The modeled gravity was interpolated from observed gravity values.
 DR0216
 DR0216;                    North         East    Units  Estimated Accuracy
 DR0216;SPC NM E     -   229,960.      177,680.      MT  (+/- 180 meters Scaled)
 DR0216
 DR0216                          SUPERSEDED SURVEY CONTROL
 DR0216
 DR0216  NGVD 29 (??/??/92) 1051.423  (m)         3449.54   (f) ADJ UNCH    2 0
 DR0216
 DR0216.Superseded values are not recommended for survey control.
 DR0216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0216.See file dsdata.txt to determine how the superseded data were derived.
 DR0216
 DR0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES749597(NAD 83)
 DR0216_MARKER: DB = BENCH MARK DISK
 DR0216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR0216_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DR0216_STAMPING: H 206 1941
 DR0216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR0216+STABILITY: SURFACE MOTION
 DR0216
 DR0216  HISTORY     - Date     Condition        Report By
 DR0216  HISTORY     - 1941     MONUMENTED       CGS
 DR0216  HISTORY     - 1961     GOOD             NGS
 DR0216
 DR0216                          STATION DESCRIPTION
 DR0216
 DR0216'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 DR0216'8.25 MI SE FROM HAGERMAN.
 DR0216'6.25 MILES EAST ALONG STATE HIGHWAY 31 FROM THE POST OFFICE AT
 DR0216'HAGERMAN, THENCE 2.0 MILES SOUTHEAST ALONG A DIRT ROAD, 18 FEET NORTH
 DR0216'OF THE CENTER OF THE ROAD AND A WIRE GATE, 2 FEET SOUTHEAST OF A METAL
 DR0216'WITNESS POST, 1 FOOT NORTHWEST OF A FENCE, ABOUT LEVEL WITH ROAD, SET
 DR0216'IN TOP OF A SQUARE CONCRETE POST PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0113 ***********************************************************************
 FO0113  DESIGNATION -  H 207
 FO0113  PID         -  FO0113
 FO0113  STATE/COUNTY-  NM/SANTA FE
 FO0113  USGS QUAD   -  PUYE (1993)
 FO0113
 FO0113                         *CURRENT SURVEY CONTROL
 FO0113  ___________________________________________________________________
 FO0113* NAD 83(1986)-  35 53 27.     (N)    106 08 19.     (W)     SCALED    
 FO0113* NAVD 88     -      1684.525  (meters)    5526.65   (feet)  ADJUSTED  
 FO0113  ___________________________________________________________________
 FO0113  GEOID HEIGHT-         -19.30  (meters)                     GEOID03
 FO0113  DYNAMIC HT  -        1682.264 (meters)    5519.23  (feet)  COMP
 FO0113  MODELED GRAV-     979,232.6   (mgal)                       NAVD 88
 FO0113
 FO0113  VERT ORDER  -  SECOND    CLASS 0
 FO0113
 FO0113.The horizontal coordinates were scaled from a topographic map and have
 FO0113.an estimated accuracy of +/- 6 seconds.
 FO0113
 FO0113.The orthometric height was determined by differential leveling
 FO0113.and adjusted by the National Geodetic Survey in June 1991..
 FO0113
 FO0113.The geoid height was determined by GEOID03.
 FO0113
 FO0113.The dynamic height is computed by dividing the NAVD 88
 FO0113.geopotential number by the normal gravity value computed on the
 FO0113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0113.degrees latitude (g = 980.6199 gals.).
 FO0113
 FO0113.The modeled gravity was interpolated from observed gravity values.
 FO0113
 FO0113;                    North         East    Units  Estimated Accuracy
 FO0113;SPC NM C     -   542,410.      510,060.      MT  (+/- 180 meters Scaled)
 FO0113
 FO0113                          SUPERSEDED SURVEY CONTROL
 FO0113
 FO0113  NGVD 29 (??/??/92) 1683.535  (m)         5523.40   (f) ADJ UNCH    2 0
 FO0113
 FO0113.Superseded values are not recommended for survey control.
 FO0113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0113.See file dsdata.txt to determine how the superseded data were derived.
 FO0113
 FO0113_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV972724(NAD 83)
 FO0113_MARKER: DB = BENCH MARK DISK
 FO0113_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FO0113_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FO0113_STAMPING: H 207 1941
 FO0113_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO0113+STABILITY: SURFACE MOTION
 FO0113
 FO0113  HISTORY     - Date     Condition        Report By
 FO0113  HISTORY     - 1941     MONUMENTED       CGS
 FO0113  HISTORY     - 1952     MARK NOT FOUND   USGS
 FO0113
 FO0113                          STATION DESCRIPTION
 FO0113
 FO0113'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 FO0113'0.1 MI W FROM OTOWI.
 FO0113'0.1 MILE WEST ALONG STATE HIGHWAY 4 FROM THE OTOWI HIGHWAY BRIDGE OVER
 FO0113'RIO GRANDE RIVER AT OTOWI, SANTA FE COUNTY, THENCE 1.3 MILES NORTH
 FO0113'ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD, 125 FEET NORTHEAST
 FO0113'OF THE NORTH END OF BRIDGE 379.48, 120 FEET WEST OF THE WEST BANK OF
 FO0113'RIO GRANDE RIVER, 28 FEET EAST OF THE CENTERLINE OF THE TRACK, 6.3
 FO0113'FEET NORTH OF A POLE, 2.7 FEET SOUTH OF A 4-BY 4-INCH WHITE WOODEN
 FO0113'POST STENCILED USBM AND 1.5 FEET LOWER THAN THE TRACK. A STANDARD
 FO0113'DISK, STAMPED H 207 1941 AND SET IN THE TOP OF A CONCRETE POST
 FO0113'PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0484 ***********************************************************************
 FO0484  DESIGNATION -  H 208
 FO0484  PID         -  FO0484
 FO0484  STATE/COUNTY-  NM/SANDOVAL
 FO0484  USGS QUAD   -  SEVEN SPRINGS (1993)
 FO0484
 FO0484                         *CURRENT SURVEY CONTROL
 FO0484  ___________________________________________________________________
 FO0484* NAD 83(1986)-  35 52 49.     (N)    106 39 17.     (W)     SCALED    
 FO0484* NAVD 88     -      2403.952  (meters)    7886.97   (feet)  ADJUSTED  
 FO0484  ___________________________________________________________________
 FO0484  GEOID HEIGHT-         -18.79  (meters)                     GEOID03
 FO0484  DYNAMIC HT  -        2400.414 (meters)    7875.36  (feet)  COMP
 FO0484  MODELED GRAV-     979,074.8   (mgal)                       NAVD 88
 FO0484
 FO0484  VERT ORDER  -  SECOND    CLASS 0
 FO0484
 FO0484.The horizontal coordinates were scaled from a topographic map and have
 FO0484.an estimated accuracy of +/- 6 seconds.
 FO0484
 FO0484.The orthometric height was determined by differential leveling
 FO0484.and adjusted by the National Geodetic Survey in June 1991..
 FO0484
 FO0484.The geoid height was determined by GEOID03.
 FO0484
 FO0484.The dynamic height is computed by dividing the NAVD 88
 FO0484.geopotential number by the normal gravity value computed on the
 FO0484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0484.degrees latitude (g = 980.6199 gals.).
 FO0484
 FO0484.The modeled gravity was interpolated from observed gravity values.
 FO0484
 FO0484;                    North         East    Units  Estimated Accuracy
 FO0484;SPC NM C     -   541,310.      463,460.      MT  (+/- 180 meters Scaled)
 FO0484
 FO0484                          SUPERSEDED SURVEY CONTROL
 FO0484
 FO0484  NGVD 29 (??/??/92) 2402.740  (m)         7882.99   (f) ADJ UNCH    2 0
 FO0484
 FO0484.Superseded values are not recommended for survey control.
 FO0484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0484.See file dsdata.txt to determine how the superseded data were derived.
 FO0484
 FO0484_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV506719(NAD 83)
 FO0484_MARKER: DB = BENCH MARK DISK
 FO0484_SETTING: 80 = SET IN A BOULDER
 FO0484_SP_SET: BOULDER
 FO0484_STAMPING: H 208 1941
 FO0484_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO0484+STABILITY: SURFACE MOTION
 FO0484
 FO0484  HISTORY     - Date     Condition        Report By
 FO0484  HISTORY     - 1941     MONUMENTED       CGS
 FO0484
 FO0484                          STATION DESCRIPTION
 FO0484
 FO0484'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 FO0484'9.55 MI NW FROM JEMEZ SPRINGS.
 FO0484'TO REACH FROM THE JEMEZ SPRINGS RANGER STATION-- GO 8.0 MILES NORTH
 FO0484'ALONG NEW MEXICO STATE HIGHWAY NO. 4 TO LA CUEVA AND JUNCTION OF
 FO0484'HIGHWAY NO. 4 AND HIGHWAY NO. 126.  THENCE, TURN LEFT (WEST).  GO 1.55
 FO0484'MILES NORTHWESTERLY ALONG HIGHWAY NO. 126 TO SITE OF BENCH MARK. BENCH
 FO0484'MARK IS 90.0 FEET DUE WEST OF A LARGE SUGAR PINE STUMP PROJECTING 10.0
 FO0484'ABOVE THE GROUND.  75.0 SOUTH OF A SHARP CURVE TURNING LEFT (WEST).
 FO0484'15.0 FEET NORTH OF THE WEST END OF A 24.0 INCH GALVANIZED IRON PIPE
 FO0484'CULVERT WITH A ROCK HEADWALL.  6.0 EAST OF A LARGE SUGAR PINE. 18.0
 FO0484'FEET WEST OF AND APPROXIMATELY THE SAME ELEVATION AS THE ROAD. A STD.
 FO0484'DISK SET FLUSH AND HORIZONTALLY IN A SANDSTONE BOULDER PROJECTING 8.0
 FO0484'INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0037 ***********************************************************************
 FP0037  DESIGNATION -  H 209
 FP0037  PID         -  FP0037
 FP0037  STATE/COUNTY-  NM/MCKINLEY
 FP0037  USGS QUAD   -  THOREAU (1980)
 FP0037
 FP0037                         *CURRENT SURVEY CONTROL
 FP0037  ___________________________________________________________________
 FP0037* NAD 83(1986)-  35 23 41.     (N)    108 10 51.     (W)     SCALED    
 FP0037* NAVD 88     -      2141.711  (meters)    7026.60   (feet)  ADJUSTED  
 FP0037  ___________________________________________________________________
 FP0037  GEOID HEIGHT-         -20.19  (meters)                     GEOID03
 FP0037  DYNAMIC HT  -        2138.653 (meters)    7016.56  (feet)  COMP
 FP0037  MODELED GRAV-     979,129.2   (mgal)                       NAVD 88
 FP0037
 FP0037  VERT ORDER  -  FIRST     CLASS II
 FP0037
 FP0037.The horizontal coordinates were scaled from a topographic map and have
 FP0037.an estimated accuracy of +/- 6 seconds.
 FP0037
 FP0037.The orthometric height was determined by differential leveling
 FP0037.and adjusted by the National Geodetic Survey in June 1991..
 FP0037.WARNING-Repeat measurements at this control monument indicate possible
 FP0037.vertical movement.
 FP0037
 FP0037.The geoid height was determined by GEOID03.
 FP0037
 FP0037.The dynamic height is computed by dividing the NAVD 88
 FP0037.geopotential number by the normal gravity value computed on the
 FP0037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0037.degrees latitude (g = 980.6199 gals.).
 FP0037
 FP0037.The modeled gravity was interpolated from observed gravity values.
 FP0037
 FP0037;                    North         East    Units  Estimated Accuracy
 FP0037;SPC NM W     -   487,430.      798,430.      MT  (+/- 180 meters Scaled)
 FP0037
 FP0037                          SUPERSEDED SURVEY CONTROL
 FP0037
 FP0037  NGVD 29 (??/??/92) 2140.608  (m)         7022.98   (f) ADJ UNCH    1 2
 FP0037
 FP0037.Superseded values are not recommended for survey control.
 FP0037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0037.See file dsdata.txt to determine how the superseded data were derived.
 FP0037
 FP0037_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYE560204(NAD 83)
 FP0037_MARKER: DB = BENCH MARK DISK
 FP0037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FP0037_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FP0037_STAMPING: H 209 1941
 FP0037_MARK LOGO: CGS   
 FP0037_PROJECTION: PROJECTING 10 CENTIMETERS
 FP0037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FP0037+STABILITY: SURFACE MOTION
 FP0037
 FP0037  HISTORY     - Date     Condition        Report By
 FP0037  HISTORY     - 1941     MONUMENTED       CGS
 FP0037  HISTORY     - 1982     GOOD             NGS
 FP0037
 FP0037                          STATION DESCRIPTION
 FP0037
 FP0037'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 FP0037'2.5 MI E FROM THOREAU.
 FP0037'TO REACH FROM THE ATCHISON, TOPEKA AND SANTA FE RAILROAD STATION AT
 FP0037'THOREAU-- GO 2.5 MILES EASTERLY ALONG THE ATCHISON, TOPEKA AND SANTA
 FP0037'FE RAILROAD RIGHT-OF-WAY TO THE SITE OF BENCH MARK.  BENCH MARK IS
 FP0037'ABOUT 1.0 MILE WEST OF NORTH CHAVES, OPPOSITE MILE POLE NO. 123 AND
 FP0037'95.0 FEET SOUTH OF AND ABOUT 3.0 FEET BELOW THE CENTERLINE OF THE MAIN
 FP0037'NORTH TRACKS.  IT IS 9.4 FEET SOUTH OF A TELEPHONE POLE, 3.0 FEET EAST
 FP0037'OF A 4X4-INCH WOODEN MARKER POST AND 1.0 FOOT NORTH OF RIGHT-OF-WAY
 FP0037'FENCE.  THE MONUMENT PROJECTS 0.4 FOOT.
 FP0037
 FP0037                          STATION RECOVERY (1982)
 FP0037
 FP0037'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FP0037'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  44.5 KM (27.65
 FP0037'MI) NORTHWESTERLY ALONG THE SANTA FE RAILROAD FROM THE RAILROAD
 FP0037'STATION IN GRANTS, 28.4 METERS (93.2 FT) SOUTHWEST OF THE NEAR RAIL,
 FP0037'26.2 METERS (86.0 FT) SOUTH OF MILEPOST 123, 2.9 METERS (9.5 FT) SOUTH
 FP0037'OF A CUT OFF UTILITY POLE, 1.3 METERS (4.3 FT) EAST OF A WOODEN
 FP0037'WITNESS POST AND 0.3 METER (1.0 FT) NORTHEAST OF A FENCE.
 FP0037'THE MARK IS 1.6 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0348 ***********************************************************************
 CX0348  DESIGNATION -  H 21
 CX0348  PID         -  CX0348
 CX0348  STATE/COUNTY-  NM/TORRANCE
 CX0348  USGS QUAD   -  NEWMAN (1955)
 CX0348
 CX0348                         *CURRENT SURVEY CONTROL
 CX0348  ___________________________________________________________________
 CX0348* NAD 83(1986)-  32 00 03.     (N)    106 19 24.     (W)     SCALED    
 CX0348* NAVD 88     -      1219.736  (meters)    4001.75   (feet)  ADJUSTED  
 CX0348  ___________________________________________________________________
 CX0348  GEOID HEIGHT-         -23.91  (meters)                     GEOID03
 CX0348  DYNAMIC HT  -        1217.881 (meters)    3995.66  (feet)  COMP
 CX0348  MODELED GRAV-     979,077.1   (mgal)                       NAVD 88
 CX0348
 CX0348  VERT ORDER  -  FIRST     CLASS II
 CX0348
 CX0348.The horizontal coordinates were scaled from a topographic map and have
 CX0348.an estimated accuracy of +/- 6 seconds.
 CX0348
 CX0348.The orthometric height was determined by differential leveling
 CX0348.and adjusted by the National Geodetic Survey in June 1991..
 CX0348
 CX0348.The geoid height was determined by GEOID03.
 CX0348
 CX0348.The dynamic height is computed by dividing the NAVD 88
 CX0348.geopotential number by the normal gravity value computed on the
 CX0348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0348.degrees latitude (g = 980.6199 gals.).
 CX0348
 CX0348.The modeled gravity was interpolated from observed gravity values.
 CX0348
 CX0348;                    North         East    Units  Estimated Accuracy
 CX0348;SPC NM C     -   110,960.      493,070.      MT  (+/- 180 meters Scaled)
 CX0348
 CX0348                          SUPERSEDED SURVEY CONTROL
 CX0348
 CX0348  NGVD 29 (??/??/92) 1219.127  (m)         3999.75   (f) ADJ UNCH    1 2
 CX0348
 CX0348.Superseded values are not recommended for survey control.
 CX0348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0348.See file dsdata.txt to determine how the superseded data were derived.
 CX0348
 CX0348_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR750412(NAD 83)
 CX0348_MARKER: DB = BENCH MARK DISK
 CX0348_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX0348_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CX0348_STAMPING: 6328.849 H 21 1932
 CX0348_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX0348+STABILITY: SURFACE MOTION
 CX0348
 CX0348  HISTORY     - Date     Condition        Report By
 CX0348  HISTORY     - 1932     MONUMENTED       CGS
 CX0348  HISTORY     - 1974     GOOD             USGS
 CX0348  HISTORY     - 1981     MARK NOT FOUND   NGS
 CX0348
 CX0348                          STATION DESCRIPTION
 CX0348
 CX0348'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 CX0348'2.9 MI SW FROM DURAN.
 CX0348'2.9 MILES SOUTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 CX0348'STATION AT DURAN, TORRANCE COUNTY.  ABOUT 0.2 MILE SOUTHWEST OF
 CX0348'MILEPOST 1508.  97 FEET SOUTHEAST OF THE CENTERLINE OF THE TRACK.  44
 CX0348'FEET NORTHWEST OF THE CENTERLINE OF U.S. HIGHWAY 54.  65 FEET
 CX0348'NORTHEAST OF A JUNIPER TREE.  A STANDARD BRONZE US C AND GS DISK SET
 CX0348'IN THE TOP OF A CONCRETE POST, 1.0 FOOT EAST OF A WITNESS SIGN ON AN
 CX0348'IRON POST AND ABOUT 0.2 FOOT BELOW THE SURFACE OF THE GROUND. STAMPED
 CX0348'6328.849 H 21 1932.
 CX0348
 CX0348                          STATION RECOVERY (1981)
 CX0348
 CX0348'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CX0348'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0284 ***********************************************************************
 EP0284  DESIGNATION -  H 21
 EP0284  PID         -  EP0284
 EP0284  STATE/COUNTY-  NM/TORRANCE
 EP0284  USGS QUAD   -  DURAN (1981)
 EP0284
 EP0284                         *CURRENT SURVEY CONTROL
 EP0284  ___________________________________________________________________
 EP0284* NAD 83(1986)-  34 26 20.     (N)    105 25 44.     (W)     SCALED    
 EP0284* NAVD 88     -      1929.886  (meters)    6331.63   (feet)  ADJUSTED  
 EP0284  ___________________________________________________________________
 EP0284  GEOID HEIGHT-         -20.33  (meters)                     GEOID03
 EP0284  DYNAMIC HT  -        1927.096 (meters)    6322.48  (feet)  COMP
 EP0284  MODELED GRAV-     979,120.6   (mgal)                       NAVD 88
 EP0284
 EP0284  VERT ORDER  -  FIRST     CLASS II
 EP0284
 EP0284.The horizontal coordinates were scaled from a topographic map and have
 EP0284.an estimated accuracy of +/- 6 seconds.
 EP0284
 EP0284.The orthometric height was determined by differential leveling
 EP0284.and adjusted by the National Geodetic Survey in June 1991..
 EP0284.WARNING-Repeat measurements at this control monument indicate possible
 EP0284.vertical movement.
 EP0284
 EP0284.The geoid height was determined by GEOID03.
 EP0284
 EP0284.The dynamic height is computed by dividing the NAVD 88
 EP0284.geopotential number by the normal gravity value computed on the
 EP0284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EP0284.degrees latitude (g = 980.6199 gals.).
 EP0284
 EP0284.The modeled gravity was interpolated from observed gravity values.
 EP0284
 EP0284;                    North         East    Units  Estimated Accuracy
 EP0284;SPC NM C     -   381,640.      575,460.      MT  (+/- 180 meters Scaled)
 EP0284
 EP0284                          SUPERSEDED SURVEY CONTROL
 EP0284
 EP0284.No superseded survey control is available for this station.
 EP0284
 EP0284_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDU605109(NAD 83)
 EP0284_MARKER: DB = BENCH MARK DISK
 EP0284_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EP0284_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EP0284_STAMPING: 6328.849 H 21 1932
 EP0284_PROJECTION: FLUSH
 EP0284_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EP0284+STABILITY: SURFACE MOTION
 EP0284
 EP0284  HISTORY     - Date     Condition        Report By
 EP0284  HISTORY     - 1932     MONUMENTED       CGS
 EP0284  HISTORY     - 1954     MARK NOT FOUND   AMS
 EP0284  HISTORY     - 1980     GOOD             NGS
 EP0284
 EP0284                          STATION DESCRIPTION
 EP0284
 EP0284'DESCRIBED BY US ARMY MAP SERVICE (NOW DMA) 1954
 EP0284'2.9 MI SW FROM DURAN.
 EP0284'2.9 MILES SOUTHWEST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 EP0284'STATION AT DURAN, TORRANCE COUNTY, AT BLOCK SIGNAL 1507.8, AND 97 FEET
 EP0284'SOUTHEAST OF THE CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED
 EP0284'6328.849 H 21 1932 AND SET IN THE TOP OF A CONCRETE POST.
 EP0284
 EP0284                          STATION RECOVERY (1980)
 EP0284
 EP0284'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 EP0284'4.5 KM (2.8 MI) SOUTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD
 EP0284'FROM THE POST OFFICE IN DURAN, 29.5 METERS (97.0 FT) SOUTHEAST OF THE
 EP0284'NEAR RAIL AND 14.3 METERS (47.0 FT) NORTHWEST OF THE CENTERLINE
 EP0284'OF U.S. HIGHWAY 54.
 EP0284'THE MARK IS 0.4 METERS  SE FROM A WITNESS POST.
 EP0284'THE MARK IS 0.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0702 ***********************************************************************
 FO0702  DESIGNATION -  H 210
 FO0702  PID         -  FO0702
 FO0702  STATE/COUNTY-  NM/CIBOLA
 FO0702  USGS QUAD   -  MILAN (1995)
 FO0702
 FO0702                         *CURRENT SURVEY CONTROL
 FO0702  ___________________________________________________________________
 FO0702* NAD 83(1986)-  35 10 40.     (N)    107 53 35.     (W)     SCALED    
 FO0702* NAVD 88     -      1990.455  (meters)    6530.35   (feet)  ADJUSTED  
 FO0702  ___________________________________________________________________
 FO0702  GEOID HEIGHT-         -20.38  (meters)                     GEOID03
 FO0702  DYNAMIC HT  -        1987.613 (meters)    6521.03  (feet)  COMP
 FO0702  MODELED GRAV-     979,135.3   (mgal)                       NAVD 88
 FO0702
 FO0702  VERT ORDER  -  FIRST     CLASS II
 FO0702
 FO0702.The horizontal coordinates were scaled from a topographic map and have
 FO0702.an estimated accuracy of +/- 6 seconds.
 FO0702
 FO0702.The orthometric height was determined by differential leveling
 FO0702.and adjusted by the National Geodetic Survey in June 1991..
 FO0702
 FO0702.The geoid height was determined by GEOID03.
 FO0702
 FO0702.The dynamic height is computed by dividing the NAVD 88
 FO0702.geopotential number by the normal gravity value computed on the
 FO0702.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0702.degrees latitude (g = 980.6199 gals.).
 FO0702
 FO0702.The modeled gravity was interpolated from observed gravity values.
 FO0702
 FO0702;                    North         East    Units  Estimated Accuracy
 FO0702;SPC NM W     -   463,310.      824,560.      MT  (+/- 180 meters Scaled)
 FO0702
 FO0702                          SUPERSEDED SURVEY CONTROL
 FO0702
 FO0702  NGVD 29 (??/??/92) 1989.414  (m)         6526.94   (f) ADJ UNCH    1 2
 FO0702
 FO0702.Superseded values are not recommended for survey control.
 FO0702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0702.See file dsdata.txt to determine how the superseded data were derived.
 FO0702
 FO0702_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBU365965(NAD 83)
 FO0702_MARKER: DB = BENCH MARK DISK
 FO0702_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FO0702_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FO0702_STAMPING: H 210 1941
 FO0702_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO0702+STABILITY: SURFACE MOTION
 FO0702
 FO0702  HISTORY     - Date     Condition        Report By
 FO0702  HISTORY     - 1941     MONUMENTED       CGS
 FO0702  HISTORY     - 1982     MARK NOT FOUND   NGS
 FO0702
 FO0702                          STATION DESCRIPTION
 FO0702
 FO0702'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 FO0702'3.3 MI NW FROM GRANTS.
 FO0702'TO REACH FROM THE ATCHISON, TOPEKA AND SANTA FE RAILROAD STATION AT
 FO0702'GRANTS-- GO 3.3 MILES NORTHWESTERLY ALONG THE ATCHISON, TOPEKA AND
 FO0702'SANTA FE RAILROAD RIGHT-OF-WAY TO THE SITE OF BENCH MARK.  BENCH MARK
 FO0702'IS ABOUT 0.5 MILE SOUTHEAST OF CROSSING OF ROAD TO SAN MATEO, 6 POLES
 FO0702'SOUTHEAST OF MILE POLE NO. 99 AND 78.0 FEET SOUTHWEST OF AND ABOUT 1.0
 FO0702'FOOT BELOW THE CENTERLINE OF THE MAIN SOUTH TRACKS. IT IS 42.0 FEET
 FO0702'NORTHWEST OF THE NORTHWEST END OF RIDGE ON THE SOUTHWEST SIDE OF
 FO0702'RAILROAD TRACKS, 65.0 FEET NORTHEAST OF U.S. HIGHWAY NO. 66 AND 12.6
 FO0702'FEET NORTHEAST OF RIGHT-OF-WAY FENCE.  IT IS IN LINE WITH SECOND ROW
 FO0702'OF TELEPHONE POLES AND 3.0 FEET EAST OF A 4X4-INCH WOODEN MARKER POST.
 FO0702'THE MONUMENT PROJECTS 0.1 FOOT.
 FO0702
 FO0702                          STATION RECOVERY (1982)
 FO0702
 FO0702'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FO0702'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0942 ***********************************************************************
 DS0942  DESIGNATION -  H 212
 DS0942  PID         -  DS0942
 DS0942  STATE/COUNTY-  NM/SOCORRO
 DS0942  USGS QUAD   -  OAK PEAK (1965)
 DS0942
 DS0942                         *CURRENT SURVEY CONTROL
 DS0942  ___________________________________________________________________
 DS0942* NAD 83(1986)-  33 49 02.     (N)    107 42 46.     (W)     SCALED    
 DS0942* NAVD 88     -      2195.845  (meters)    7204.20   (feet)  ADJUSTED  
 DS0942  ___________________________________________________________________
 DS0942  GEOID HEIGHT-         -21.88  (meters)                     GEOID03
 DS0942  DYNAMIC HT  -        2192.354 (meters)    7192.75  (feet)  COMP
 DS0942  MODELED GRAV-     978,967.8   (mgal)                       NAVD 88
 DS0942
 DS0942  VERT ORDER  -  SECOND    CLASS 0
 DS0942
 DS0942.The horizontal coordinates were scaled from a topographic map and have
 DS0942.an estimated accuracy of +/- 6 seconds.
 DS0942
 DS0942.The orthometric height was determined by differential leveling
 DS0942.and adjusted by the National Geodetic Survey in June 1991..
 DS0942
 DS0942.The geoid height was determined by GEOID03.
 DS0942
 DS0942.The dynamic height is computed by dividing the NAVD 88
 DS0942.geopotential number by the normal gravity value computed on the
 DS0942.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0942.degrees latitude (g = 980.6199 gals.).
 DS0942
 DS0942.The modeled gravity was interpolated from observed gravity values.
 DS0942
 DS0942;                    North         East    Units  Estimated Accuracy
 DS0942;SPC NM C     -   313,340.      364,580.      MT  (+/- 180 meters Scaled)
 DS0942
 DS0942                          SUPERSEDED SURVEY CONTROL
 DS0942
 DS0942  NGVD 29 (??/??/92) 2194.884  (m)         7201.05   (f) ADJ UNCH    2 0
 DS0942
 DS0942.Superseded values are not recommended for survey control.
 DS0942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0942.See file dsdata.txt to determine how the superseded data were derived.
 DS0942
 DS0942_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBT489452(NAD 83)
 DS0942_MARKER: DB = BENCH MARK DISK
 DS0942_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0942_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0942_STAMPING: H 212 1941
 DS0942_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0942+STABILITY: SURFACE MOTION
 DS0942
 DS0942  HISTORY     - Date     Condition        Report By
 DS0942  HISTORY     - 1941     MONUMENTED       CGS
 DS0942
 DS0942                          STATION DESCRIPTION
 DS0942
 DS0942'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 DS0942'35.1 MI SE FROM DATIL.
 DS0942'TO REACH BENCH MARK FROM THE POST OFFICE AT DATIL, GO 15.1 MILES EAST
 DS0942'ON U.S. HIGHWAY NO. 60, TO INTERSECTION OF STATE HIGHWAY NO. 52.
 DS0942'THENCE, TURN RIGHT (SOUTH) ONTO STATE HIGHWAY NO. 52, GO 19.0 MILES TO
 DS0942'INTERSECTION OF STATE HIGHWAY NO. 145.  THENCE, TURN RIGHT SOUTHWEST
 DS0942'ONTO HIGHWAY NO. 145 AND GO 1.0 MILE TO SITE OF BENCH MARK. BENCH MARK
 DS0942'IS ABOUT 0.1 MILE WEST OF DIP IN HIGHWAY.  45 FEET NORTH OF AND ABOUT
 DS0942'1.0 FOOT ABOVE THE CENTERLINE OF THE HIGHWAY.  3.0 FEET SOUTH OF A 4 X
 DS0942'4 INCH WOODER MARKER POST.  THE MONUMENT PROJECTS 0.8 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0054 ***********************************************************************
 DT0054  DESIGNATION -  H 213
 DT0054  PID         -  DT0054
 DT0054  STATE/COUNTY-  NM/CATRON
 DT0054  USGS QUAD   -  BLACK MOUNTAIN (1967)
 DT0054
 DT0054                         *CURRENT SURVEY CONTROL
 DT0054  ___________________________________________________________________
 DT0054* NAD 83(1986)-  33 29 45.     (N)    108 08 44.     (W)     SCALED    
 DT0054* NAVD 88     -      2099.459  (meters)    6887.98   (feet)  ADJUSTED  
 DT0054  ___________________________________________________________________
 DT0054  GEOID HEIGHT-         -22.36  (meters)                     GEOID03
 DT0054  DYNAMIC HT  -        2096.102 (meters)    6876.96  (feet)  COMP
 DT0054  MODELED GRAV-     978,962.9   (mgal)                       NAVD 88
 DT0054
 DT0054  VERT ORDER  -  SECOND    CLASS 0
 DT0054
 DT0054.The horizontal coordinates were scaled from a topographic map and have
 DT0054.an estimated accuracy of +/- 6 seconds.
 DT0054
 DT0054.The orthometric height was determined by differential leveling
 DT0054.and adjusted by the National Geodetic Survey in June 1991..
 DT0054
 DT0054.The geoid height was determined by GEOID03.
 DT0054
 DT0054.The dynamic height is computed by dividing the NAVD 88
 DT0054.geopotential number by the normal gravity value computed on the
 DT0054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0054.degrees latitude (g = 980.6199 gals.).
 DT0054
 DT0054.The modeled gravity was interpolated from observed gravity values.
 DT0054
 DT0054;                    North         East    Units  Estimated Accuracy
 DT0054;SPC NM W     -   276,790.      800,990.      MT  (+/- 180 meters Scaled)
 DT0054
 DT0054                          SUPERSEDED SURVEY CONTROL
 DT0054
 DT0054  NGVD 29 (??/??/92) 2098.530  (m)         6884.93   (f) ADJ UNCH    2 0
 DT0054
 DT0054.Superseded values are not recommended for survey control.
 DT0054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0054.See file dsdata.txt to determine how the superseded data were derived.
 DT0054
 DT0054_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYC651099(NAD 83)
 DT0054_MARKER: DB = BENCH MARK DISK
 DT0054_SETTING: 66 = SET IN ROCK OUTCROP
 DT0054_SP_SET: ROCK OUTCROP
 DT0054_STAMPING: H 213 1941
 DT0054_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DT0054+STABILITY: POSITION/ELEVATION WELL
 DT0054
 DT0054  HISTORY     - Date     Condition        Report By
 DT0054  HISTORY     - 1941     MONUMENTED       CGS
 DT0054
 DT0054                          STATION DESCRIPTION
 DT0054
 DT0054'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 DT0054'4.5 MI NW FROM BEAVERHEAD.
 DT0054'TO REACH BENCH MARK FROM THE RANGER STATION AT BEAVERHEAD, PROCEED
 DT0054'NORTHWEST ON STATE HIGHWAY NO. 184, GO 4.5 MILES TO INTERSECTION OF
 DT0054'OLD RIGHT OF WAY OF HIGHWAY NO. 184 AND SITE OF BENCH MARK.  BENCH
 DT0054'MARK IS ON PROJECTION OF ROCK OUTCROP.  ABOUT 0.1 MILE SOUTHEAST OF
 DT0054'INTERSECTION OF ROAD TO MOGOLLON.  ABOUT 400.0 FEET SOUTHEAST OF A
 DT0054'LARGE CONCRETE WATER TANK.  60.0 FEET SOUTH OF AND ABOUT 4.0 FEET
 DT0054'ABOVE THE CENTERLINE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0599 ***********************************************************************
 GL0599  DESIGNATION -  H 214
 GL0599  PID         -  GL0599
 GL0599  STATE/COUNTY-  NM/UNION
 GL0599  USGS QUAD   -  CLAYTON (1970)
 GL0599
 GL0599                         *CURRENT SURVEY CONTROL
 GL0599  ___________________________________________________________________
 GL0599* NAD 83(1986)-  36 26 30.     (N)    103 10 48.     (W)     SCALED    
 GL0599* NAVD 88     -      1535.421  (meters)    5037.46   (feet)  ADJUSTED  
 GL0599  ___________________________________________________________________
 GL0599  GEOID HEIGHT-         -22.08  (meters)                     GEOID03
 GL0599  DYNAMIC HT  -        1533.600 (meters)    5031.49  (feet)  COMP
 GL0599  MODELED GRAV-     979,391.8   (mgal)                       NAVD 88
 GL0599
 GL0599  VERT ORDER  -  FIRST     CLASS II
 GL0599
 GL0599.The horizontal coordinates were scaled from a topographic map and have
 GL0599.an estimated accuracy of +/- 6 seconds.
 GL0599
 GL0599.The orthometric height was determined by differential leveling
 GL0599.and adjusted by the National Geodetic Survey in June 1991..
 GL0599.WARNING-Repeat measurements at this control monument indicate possible
 GL0599.vertical movement.
 GL0599
 GL0599.The geoid height was determined by GEOID03.
 GL0599
 GL0599.The dynamic height is computed by dividing the NAVD 88
 GL0599.geopotential number by the normal gravity value computed on the
 GL0599.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0599.degrees latitude (g = 980.6199 gals.).
 GL0599
 GL0599.The modeled gravity was interpolated from observed gravity values.
 GL0599
 GL0599;                    North         East    Units  Estimated Accuracy
 GL0599;SPC NM E     -   604,140.      268,400.      MT  (+/- 180 meters Scaled)
 GL0599
 GL0599                          SUPERSEDED SURVEY CONTROL
 GL0599
 GL0599  NGVD 29 (??/??/92) 1534.684  (m)         5035.04   (f) ADJ UNCH    1 2
 GL0599
 GL0599.Superseded values are not recommended for survey control.
 GL0599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0599.See file dsdata.txt to determine how the superseded data were derived.
 GL0599
 GL0599_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA631344(NAD 83)
 GL0599_MARKER: DB = BENCH MARK DISK
 GL0599_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0599_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0599_STAMPING: H 214 1941
 GL0599_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0599+STABILITY: SURFACE MOTION
 GL0599_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GL0599+SATELLITE: SATELLITE OBSERVATIONS - August 09, 2005
 GL0599
 GL0599  HISTORY     - Date     Condition        Report By
 GL0599  HISTORY     - 1941     MONUMENTED       CGS
 GL0599  HISTORY     - 1956     GOOD             NGS
 GL0599  HISTORY     - 20040806 GOOD             USPSQD
 GL0599  HISTORY     - 20050809 GOOD             USPSQD
 GL0599
 GL0599                          STATION DESCRIPTION
 GL0599
 GL0599'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 GL0599'0.8 MI SE FROM CLAYTON.
 GL0599'0.8 MILE SOUTHEAST ALONG THE COLORADO AND SOUTHERN RAILROAD FROM THE
 GL0599'STATION AT CLAYTON, AT A DIRT ROAD CROSSING, 266 FEET EAST OF THE
 GL0599'CENTER LINE OF STATE HIGHWAY 18, 95 FEET SOUTHWEST OF THE SOUTHWEST
 GL0599'RAIL, 50.8 FEET SOUTHEAST OF THE CENTER LINE OF A DIRT ROAD, 11.6 FEET
 GL0599'SOUTHEAST OF A FENCE CORNER, 3 FEET NORTHEAST OF A FENCE, 2.2 FEET
 GL0599'SOUTH OF A WITNESS POST, 205 FEET SOUTHWEST OF BENCH MARK E 54, SET IN
 GL0599'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
 GL0599
 GL0599                          STATION RECOVERY (2004)
 GL0599
 GL0599'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 GL0599'H 214 AND A LINE POINTING TO THE MARK PAINTED ON THE HIGHWAY. SLAT AND
 GL0599'ORANGE TAPE AT THE MARK.
 GL0599
 GL0599                          STATION RECOVERY (2005)
 GL0599
 GL0599'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 GL0599'SAME AS LAST YEAR.  STILL GOOD.
 GL0599' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0281 ***********************************************************************
 DQ0281  DESIGNATION -  H 215
 DQ0281  PID         -  DQ0281
 DQ0281  STATE/COUNTY-  NM/ROOSEVELT
 DQ0281  USGS QUAD   -  MILNESAND NW (1984)
 DQ0281
 DQ0281                         *CURRENT SURVEY CONTROL
 DQ0281  ___________________________________________________________________
 DQ0281* NAD 83(1986)-  33 42 56.     (N)    103 29 45.     (W)     SCALED    
 DQ0281* NAVD 88     -      1318.982  (meters)    4327.36   (feet)  ADJUSTED  
 DQ0281  ___________________________________________________________________
 DQ0281  GEOID HEIGHT-         -22.59  (meters)                     GEOID03
 DQ0281  DYNAMIC HT  -        1317.187 (meters)    4321.47  (feet)  COMP
 DQ0281  MODELED GRAV-     979,229.4   (mgal)                       NAVD 88
 DQ0281
 DQ0281  VERT ORDER  -  SECOND    CLASS 0
 DQ0281
 DQ0281.The horizontal coordinates were scaled from a topographic map and have
 DQ0281.an estimated accuracy of +/- 6 seconds.
 DQ0281
 DQ0281.The orthometric height was determined by differential leveling
 DQ0281.and adjusted by the National Geodetic Survey in June 1991..
 DQ0281
 DQ0281.The geoid height was determined by GEOID03.
 DQ0281
 DQ0281.The dynamic height is computed by dividing the NAVD 88
 DQ0281.geopotential number by the normal gravity value computed on the
 DQ0281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0281.degrees latitude (g = 980.6199 gals.).
 DQ0281
 DQ0281.The modeled gravity was interpolated from observed gravity values.
 DQ0281
 DQ0281;                    North         East    Units  Estimated Accuracy
 DQ0281;SPC NM E     -   301,420.      242,620.      MT  (+/- 180 meters Scaled)
 DQ0281
 DQ0281                          SUPERSEDED SURVEY CONTROL
 DQ0281
 DQ0281  NGVD 29 (??/??/92) 1318.419  (m)         4325.51   (f) ADJ UNCH    2 0
 DQ0281
 DQ0281.Superseded values are not recommended for survey control.
 DQ0281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0281.See file dsdata.txt to determine how the superseded data were derived.
 DQ0281
 DQ0281_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFT393316(NAD 83)
 DQ0281_MARKER: DB = BENCH MARK DISK
 DQ0281_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0281_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DQ0281_STAMPING: H 215 1943
 DQ0281_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0281+STABILITY: SURFACE MOTION
 DQ0281
 DQ0281  HISTORY     - Date     Condition        Report By
 DQ0281  HISTORY     - 1943     MONUMENTED       CGS
 DQ0281
 DQ0281                          STATION DESCRIPTION
 DQ0281
 DQ0281'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 DQ0281'14.2 MI NW FROM MILNESAND.
 DQ0281'THIS MARK IS ABOUT 14.2 MILES NORTHWEST FROM THE POST OFFICE AT
 DQ0281'MILNESAND, ROOSEVELT COUNTY, 0.9 MILE EAST OF A 90 DEGREE CURVE, SET
 DQ0281'ACROSS THE ROAD   FROM A RIGHT ANGLE IN THE SOUTH RIGHT-OF-WAY FENCE,
 DQ0281'3.0 FEET SOUTH OF THE NORTH RIGHT-OF-WAY FENCE, 27.0 FEET NORTH OF THE
 DQ0281'CENTER LINE OF THE ROAD, PROJECTING ABOUT 9-INCHES ABOVE THE GROUND,
 DQ0281'2.0 FEET WEST OF A WHITE REFERENCE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0669 ***********************************************************************
 FO0669  DESIGNATION -  H 217
 FO0669  PID         -  FO0669
 FO0669  STATE/COUNTY-  NM/CIBOLA
 FO0669  USGS QUAD   -  LAGUNA (1971)
 FO0669
 FO0669                         *CURRENT SURVEY CONTROL
 FO0669  ___________________________________________________________________
 FO0669* NAD 83(1986)-  35 07 01.     (N)    107 27 06.     (W)     SCALED    
 FO0669* NAVD 88     -      1942.105  (meters)    6371.72   (feet)  ADJUSTED  
 FO0669  ___________________________________________________________________
 FO0669  GEOID HEIGHT-         -20.62  (meters)                     GEOID03
 FO0669  DYNAMIC HT  -        1939.326 (meters)    6362.61  (feet)  COMP
 FO0669  MODELED GRAV-     979,134.2   (mgal)                       NAVD 88
 FO0669
 FO0669  VERT ORDER  -  SECOND    CLASS 0
 FO0669
 FO0669.The horizontal coordinates were scaled from a topographic map and have
 FO0669.an estimated accuracy of +/- 6 seconds.
 FO0669
 FO0669.The orthometric height was determined by differential leveling
 FO0669.and adjusted by the National Geodetic Survey in June 1991..
 FO0669
 FO0669.The geoid height was determined by GEOID03.
 FO0669
 FO0669.The dynamic height is computed by dividing the NAVD 88
 FO0669.geopotential number by the normal gravity value computed on the
 FO0669.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0669.degrees latitude (g = 980.6199 gals.).
 FO0669
 FO0669.The modeled gravity was interpolated from observed gravity values.
 FO0669
 FO0669;                    North         East    Units  Estimated Accuracy
 FO0669;SPC NM W     -   456,620.      864,790.      MT  (+/- 180 meters Scaled)
 FO0669
 FO0669                          SUPERSEDED SURVEY CONTROL
 FO0669
 FO0669  NGVD 29 (??/??/92) 1941.018  (m)         6368.16   (f) ADJ UNCH    2 0
 FO0669
 FO0669.Superseded values are not recommended for survey control.
 FO0669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0669.See file dsdata.txt to determine how the superseded data were derived.
 FO0669
 FO0669_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBU765887(NAD 83)
 FO0669_MARKER: DB = BENCH MARK DISK
 FO0669_SETTING: 66 = SET IN ROCK OUTCROP
 FO0669_SP_SET: SET IN ROCK OUTCROP
 FO0669_STAMPING: H 217 1941
 FO0669_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FO0669+STABILITY: POSITION/ELEVATION WELL
 FO0669
 FO0669  HISTORY     - Date     Condition        Report By
 FO0669  HISTORY     - 1941     MONUMENTED       CGS
 FO0669
 FO0669                          STATION DESCRIPTION
 FO0669
 FO0669'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 FO0669'0.9 MI E FROM ENCINAL.
 FO0669'TO REACH FROM THE CATHOLIC CHURCH AT ENCINAL-- GO 0.9 MILE EASTERLY
 FO0669'ALONG THE ROAD TO SAN MATEO TO THE SITE OF BENCH MARK.  BENCH MARK IS
 FO0669'ABOUT 0.35 MILE EAST OF FENCE CORNER AROUND CULTIVATED FIELD, ABOUT
 FO0669'135.0 FEET SOUTH OF AND ABOUT 2.0 FEET BELOW THE CENTERLINE OF THE
 FO0669'ROAD AND 69.0 FEET SOUTH OF TELEPHONE LINE.  IT IS SET HORIZONTALLY IN
 FO0669'SANDSTONE BEDROCK IN A WIDE WASH, 15.0 FEET NORTH OF EDGE OF SANDSTONE
 FO0669'AND 12.0 FEET WEST OF CENTER OF WASH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0589 ***********************************************************************
 DQ0589  DESIGNATION -  H 219
 DQ0589  PID         -  DQ0589
 DQ0589  STATE/COUNTY-  NM/CHAVES
 DQ0589  USGS QUAD   -  KENNA (1979)
 DQ0589
 DQ0589                         *CURRENT SURVEY CONTROL
 DQ0589  ___________________________________________________________________
 DQ0589* NAD 83(1986)-  33 46 12.     (N)    103 46 10.     (W)     SCALED    
 DQ0589* NAVD 88     -      1366.740  (meters)    4484.05   (feet)  ADJUSTED  
 DQ0589  ___________________________________________________________________
 DQ0589  GEOID HEIGHT-         -22.79  (meters)                     GEOID03
 DQ0589  DYNAMIC HT  -        1364.872 (meters)    4477.92  (feet)  COMP
 DQ0589  MODELED GRAV-     979,221.7   (mgal)                       NAVD 88
 DQ0589
 DQ0589  VERT ORDER  -  SECOND    CLASS 0
 DQ0589
 DQ0589.The horizontal coordinates were scaled from a topographic map and have
 DQ0589.an estimated accuracy of +/- 6 seconds.
 DQ0589
 DQ0589.The orthometric height was determined by differential leveling
 DQ0589.and adjusted by the National Geodetic Survey in June 1991..
 DQ0589
 DQ0589.The geoid height was determined by GEOID03.
 DQ0589
 DQ0589.The dynamic height is computed by dividing the NAVD 88
 DQ0589.geopotential number by the normal gravity value computed on the
 DQ0589.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0589.degrees latitude (g = 980.6199 gals.).
 DQ0589
 DQ0589.The modeled gravity was interpolated from observed gravity values.
 DQ0589
 DQ0589;                    North         East    Units  Estimated Accuracy
 DQ0589;SPC NM E     -   307,290.      217,230.      MT  (+/- 180 meters Scaled)
 DQ0589
 DQ0589                          SUPERSEDED SURVEY CONTROL
 DQ0589
 DQ0589  NGVD 29 (??/??/92) 1366.119  (m)         4482.01   (f) ADJ UNCH    2 0
 DQ0589
 DQ0589.Superseded values are not recommended for survey control.
 DQ0589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0589.See file dsdata.txt to determine how the superseded data were derived.
 DQ0589
 DQ0589_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFT139373(NAD 83)
 DQ0589_MARKER: DB = BENCH MARK DISK
 DQ0589_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0589_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DQ0589_STAMPING: H 219 1943
 DQ0589_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0589+STABILITY: SURFACE MOTION
 DQ0589
 DQ0589  HISTORY     - Date     Condition        Report By
 DQ0589  HISTORY     - 1943     MONUMENTED       CGS
 DQ0589
 DQ0589                          STATION DESCRIPTION
 DQ0589
 DQ0589'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 DQ0589'5.1 MI S FROM KENNA.
 DQ0589'THIS MARK IS ABOUT 5.1 MILES SOUTH FROM THE POST OFFICE AT KENNA, SET
 DQ0589'AT THE DRIVE WAY TO A YELLOW BUNGALOW EAST OF THE ROAD, 29.0 FEET
 DQ0589'SOUTH OF THE CENTER LINE OF THE DRIVE WAY, 3.0 FEET EAST OF THE EAST
 DQ0589'RIGHT-OF-WAY FENCE, 44.0 FEET EAST OF THE CENTER LINE OF THE ROAD,
 DQ0589'PROJECTING ABOUT 4-INCHES ABOVE THE GROUND, 2.0 FEET NORTH OF A WHITE
 DQ0589'REFERENCE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0479 ***********************************************************************
 CW0479  DESIGNATION -  H 22
 CW0479  PID         -  CW0479
 CW0479  STATE/COUNTY-  NM/OTERO
 CW0479  USGS QUAD   -  ALAMOGORDO NORTH (1981)
 CW0479
 CW0479                         *CURRENT SURVEY CONTROL
 CW0479  ___________________________________________________________________
 CW0479* NAD 83(1986)-  32 55 08.     (N)    105 57 44.     (W)     SCALED    
 CW0479* NAVD 88     -      1333.130  (meters)    4373.78   (feet)  ADJUSTED  
 CW0479  ___________________________________________________________________
 CW0479  GEOID HEIGHT-         -21.95  (meters)                     GEOID03
 CW0479  DYNAMIC HT  -        1331.154 (meters)    4367.29  (feet)  COMP
 CW0479  MODELED GRAV-     979,109.7   (mgal)                       NAVD 88
 CW0479
 CW0479  VERT ORDER  -  FIRST     CLASS II
 CW0479
 CW0479.The horizontal coordinates were scaled from a topographic map and have
 CW0479.an estimated accuracy of +/- 6 seconds.
 CW0479
 CW0479.The orthometric height was determined by differential leveling
 CW0479.and adjusted by the National Geodetic Survey in June 1991..
 CW0479
 CW0479.The geoid height was determined by GEOID03.
 CW0479
 CW0479.The dynamic height is computed by dividing the NAVD 88
 CW0479.geopotential number by the normal gravity value computed on the
 CW0479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0479.degrees latitude (g = 980.6199 gals.).
 CW0479
 CW0479.The modeled gravity was interpolated from observed gravity values.
 CW0479
 CW0479;                    North         East    Units  Estimated Accuracy
 CW0479;SPC NM C     -   212,790.      526,920.      MT  (+/- 180 meters Scaled)
 CW0479
 CW0479                          SUPERSEDED SURVEY CONTROL
 CW0479
 CW0479.No superseded survey control is available for this station.
 CW0479
 CW0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDS100427(NAD 83)
 CW0479_MARKER: DB = BENCH MARK DISK
 CW0479_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CW0479_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CW0479_STAMPING: H 22 1932 4371.717
 CW0479_PROJECTION: PROJECTING 33 CENTIMETERS
 CW0479_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CW0479+STABILITY: SURFACE MOTION
 CW0479
 CW0479  HISTORY     - Date     Condition        Report By
 CW0479  HISTORY     - 1932     MONUMENTED       CGS
 CW0479  HISTORY     - 1969     GOOD             NGS
 CW0479  HISTORY     - 1980     GOOD             NGS
 CW0479  HISTORY     - 20050704 GOOD             USPSQD
 CW0479
 CW0479                          STATION DESCRIPTION
 CW0479
 CW0479'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 CW0479'1.3 MI N FROM ALAMOGORDO.
 CW0479'1.3 MILES NORTH ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATION
 CW0479'AT ALAMOGORDO, 3-3/4 POLES NORTH OF MILEPOST 1384, ACROSS THE TRACK
 CW0479'FROM A NATIONAL GUARD ARMORY, 51 FEET SOUTH OF A TELEPHONE POLE, 66
 CW0479'FEET WEST OF THE WEST RAIL, 38 FEET WEST OF A FENCE CORNER, 1.8 FEET
 CW0479'NORTH OF A FENCE, 1.5 FEET WEST OF A WITNESS POST, 31.5 FEET EAST OF A
 CW0479'FENCE, SET IN THE TOP OF AN 8 INCH SQUARE CONCRETE POST WHICH PROJECTS
 CW0479'1.1 FOOT ABOVE THE GROUND.
 CW0479
 CW0479                          STATION RECOVERY (1980)
 CW0479
 CW0479'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CW0479'2.1 KM (1.3 MI) NORTHERLY ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 CW0479'THE STATION IN ALAMOGORDO, 3-3/4 POLES NORTH OF MILE POST
 CW0479'1384, 0.4 KM (0.25 MI) NORTH OF A PAVED ROAD CROSSING, 20.1 METERS
 CW0479'(66.0 FT) WEST OF THE NEAR RAIL, 15.5 METERS (51.0 FT) SOUTH OF A
 CW0479'UTILITY POLE, 8.5 METERS (1.8 FT) NORTH OF A FENCE.
 CW0479'THE MARK IS 0.6 METERS  W FROM A WITNESS POST.
 CW0479'THE MARK IS 0.3 M BELOW THE TRACKS.
 CW0479
 CW0479                          STATION RECOVERY (2005)
 CW0479
 CW0479'RECOVERY NOTE BY US POWER SQUADRON 2005 (RTK)
 CW0479'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0372 ***********************************************************************
 DQ0372  DESIGNATION -  H 220
 DQ0372  PID         -  DQ0372
 DQ0372  STATE/COUNTY-  NM/CHAVES
 DQ0372  USGS QUAD   -  OASIS (1984)
 DQ0372
 DQ0372                         *CURRENT SURVEY CONTROL
 DQ0372  ___________________________________________________________________
 DQ0372* NAD 83(1986)-  33 28 06.     (N)    103 53 23.     (W)     SCALED    
 DQ0372* NAVD 88     -      1237.630  (meters)    4060.46   (feet)  ADJUSTED  
 DQ0372  ___________________________________________________________________
 DQ0372  GEOID HEIGHT-         -22.85  (meters)                     GEOID03
 DQ0372  DYNAMIC HT  -        1235.931 (meters)    4054.88  (feet)  COMP
 DQ0372  MODELED GRAV-     979,221.6   (mgal)                       NAVD 88
 DQ0372
 DQ0372  VERT ORDER  -  SECOND    CLASS 0
 DQ0372
 DQ0372.The horizontal coordinates were scaled from a topographic map and have
 DQ0372.an estimated accuracy of +/- 6 seconds.
 DQ0372
 DQ0372.The orthometric height was determined by differential leveling
 DQ0372.and adjusted by the National Geodetic Survey in June 1991..
 DQ0372
 DQ0372.The geoid height was determined by GEOID03.
 DQ0372
 DQ0372.The dynamic height is computed by dividing the NAVD 88
 DQ0372.geopotential number by the normal gravity value computed on the
 DQ0372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0372.degrees latitude (g = 980.6199 gals.).
 DQ0372
 DQ0372.The modeled gravity was interpolated from observed gravity values.
 DQ0372
 DQ0372;                    North         East    Units  Estimated Accuracy
 DQ0372;SPC NM E     -   273,780.      206,230.      MT  (+/- 180 meters Scaled)
 DQ0372
 DQ0372                          SUPERSEDED SURVEY CONTROL
 DQ0372
 DQ0372  NGVD 29 (??/??/92) 1237.110  (m)         4058.75   (f) ADJ UNCH    2 0
 DQ0372
 DQ0372.Superseded values are not recommended for survey control.
 DQ0372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0372.See file dsdata.txt to determine how the superseded data were derived.
 DQ0372
 DQ0372_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFT031037(NAD 83)
 DQ0372_MARKER: DB = BENCH MARK DISK
 DQ0372_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0372_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DQ0372_STAMPING: H 220 1943
 DQ0372_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0372+STABILITY: SURFACE MOTION
 DQ0372
 DQ0372  HISTORY     - Date     Condition        Report By
 DQ0372  HISTORY     - 1943     MONUMENTED       CGS
 DQ0372  HISTORY     - 1973     MARK NOT FOUND   USGS
 DQ0372
 DQ0372                          STATION DESCRIPTION
 DQ0372
 DQ0372'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 DQ0372'13.35 MI NW FROM CAPROCK.
 DQ0372'THIS MARK IS ABOUT 8.1 MILES WEST ALONG U.S. HIGHWAY 380 AND ABOUT
 DQ0372'5.25 MILES NORTH ALONG A DIRT ROAD FROM THE POST OFFICE AT CAPROCK,
 DQ0372'LEA COUNTY, SET AT THE CROSSING OF A CATTLE GUARD, 2.0 FEET NORTH OF A
 DQ0372'FENCE RUNNING EAST-WEST, 24.0 FEET SOUTH OF THE CENTER LINE OF A ROAD
 DQ0372'RUNNING WEST, 56.3 FEET WEST OF THE CENTER LINE OF THE ROAD,
 DQ0372'PROJECTING ABOUT 4-INCHES ABOVE THE GROUND, 2.0 FEET EAST OF A WHITE
 DQ0372'REFERENCE POST.
 DQ0372
 DQ0372                          STATION RECOVERY (1973)
 DQ0372
 DQ0372'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 DQ0372'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0385 ***********************************************************************
 DR0385  DESIGNATION -  H 221
 DR0385  PID         -  DR0385
 DR0385  STATE/COUNTY-  NM/CHAVES
 DR0385  USGS QUAD   -  ROSWELL SOUTH (1975)
 DR0385
 DR0385                         *CURRENT SURVEY CONTROL
 DR0385  ___________________________________________________________________
 DR0385* NAD 83(1986)-  33 17 45.     (N)    104 32 41.     (W)     SCALED    
 DR0385* NAVD 88     -      1119.922  (meters)    3674.28   (feet)  ADJUSTED  
 DR0385  ___________________________________________________________________
 DR0385  GEOID HEIGHT-         -23.08  (meters)                     GEOID03
 DR0385  DYNAMIC HT  -        1118.385 (meters)    3669.23  (feet)  COMP
 DR0385  MODELED GRAV-     979,227.2   (mgal)                       NAVD 88
 DR0385
 DR0385  VERT ORDER  -  SECOND    CLASS 0
 DR0385
 DR0385.This mark is at Roswell Industrial Air Center  (ROW)
 DR0385
 DR0385.The horizontal coordinates were scaled from a topographic map and have
 DR0385.an estimated accuracy of +/- 6 seconds.
 DR0385
 DR0385.The orthometric height was determined by differential leveling
 DR0385.and adjusted by the National Geodetic Survey in June 1991..
 DR0385
 DR0385.The geoid height was determined by GEOID03.
 DR0385
 DR0385.The dynamic height is computed by dividing the NAVD 88
 DR0385.geopotential number by the normal gravity value computed on the
 DR0385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0385.degrees latitude (g = 980.6199 gals.).
 DR0385
 DR0385.The modeled gravity was interpolated from observed gravity values.
 DR0385
 DR0385;                    North         East    Units  Estimated Accuracy
 DR0385;SPC NM E     -   254,580.      145,310.      MT  (+/- 180 meters Scaled)
 DR0385
 DR0385                          SUPERSEDED SURVEY CONTROL
 DR0385
 DR0385  NGVD 29 (??/??/92) 1119.357  (m)         3672.42   (f) ADJ UNCH    2 0
 DR0385
 DR0385.Superseded values are not recommended for survey control.
 DR0385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0385.See file dsdata.txt to determine how the superseded data were derived.
 DR0385
 DR0385_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES423841(NAD 83)
 DR0385_MARKER: DB = BENCH MARK DISK
 DR0385_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR0385_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DR0385_STAMPING: H 221 1945
 DR0385_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR0385+STABILITY: SURFACE MOTION
 DR0385
 DR0385  HISTORY     - Date     Condition        Report By
 DR0385  HISTORY     - 1945     MONUMENTED       CGS
 DR0385  HISTORY     - 1961     MARK NOT FOUND   NGS
 DR0385  HISTORY     - 19960610 MARK NOT FOUND   CHANCE
 DR0385
 DR0385                          STATION DESCRIPTION
 DR0385
 DR0385'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 DR0385'6.85 MI S FROM ROSWELL.
 DR0385'0.9 MILES SOUTH-SOUTHWEST OF THE INTERSECTION OF THE NORTH-SOUTH
 DR0385'RUNWAY AND NORTHWEST-SOUTHEAST RUNWAY, 0.7 MILE NORTH OF GATE IN SOUTH
 DR0385'BOUNDARY FENCE AT ENTRANCE OF ROSWELL ARMY AIRFIELD WHERE OLD HIGHWAY
 DR0385'NO. 13 JOINS THE NEW HIGHWAY, 0.5 MILE SOUTH OF A DRAINAGE DITCH, 0.35
 DR0385'MILE WEST OF THE NORTH-SOUTH RUNWAY B, 2 FEET NORTH OF A 4X4 WITNESS
 DR0385'POST, MARK IS SET IN THE TOP OF A SQUARE CONCRETE POST.
 DR0385
 DR0385                          STATION RECOVERY (1961)
 DR0385
 DR0385'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 DR0385'MARK NOT FOUND.
 DR0385
 DR0385                          STATION RECOVERY (1996)
 DR0385
 DR0385'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (KAL)
 DR0385'RECOVERY NOTE BY CHANCE 1996 MARK NOT FOUND - SEARCHED 0.5
 DR0385'PERSON-HOUR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0264 ***********************************************************************
 EQ0264  DESIGNATION -  H 222
 EQ0264  PID         -  EQ0264
 EQ0264  STATE/COUNTY-  NM/VALENCIA
 EQ0264  USGS QUAD   -  BELEN (1991)
 EQ0264
 EQ0264                         *CURRENT SURVEY CONTROL
 EQ0264  ___________________________________________________________________
 EQ0264* NAD 83(1986)-  34 42 41.     (N)    106 45 22.     (W)     SCALED    
 EQ0264* NAVD 88     -      1469.698  (meters)    4821.83   (feet)  ADJUSTED  
 EQ0264  ___________________________________________________________________
 EQ0264  GEOID HEIGHT-         -21.89  (meters)                     GEOID03
 EQ0264  DYNAMIC HT  -        1467.660 (meters)    4815.15  (feet)  COMP
 EQ0264  MODELED GRAV-     979,197.6   (mgal)                       NAVD 88
 EQ0264
 EQ0264  VERT ORDER  -  FIRST     CLASS II
 EQ0264
 EQ0264.The horizontal coordinates were scaled from a topographic map and have
 EQ0264.an estimated accuracy of +/- 6 seconds.
 EQ0264
 EQ0264.The orthometric height was determined by differential leveling
 EQ0264.and adjusted by the National Geodetic Survey in June 1991..
 EQ0264
 EQ0264.The geoid height was determined by GEOID03.
 EQ0264
 EQ0264.The dynamic height is computed by dividing the NAVD 88
 EQ0264.geopotential number by the normal gravity value computed on the
 EQ0264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0264.degrees latitude (g = 980.6199 gals.).
 EQ0264
 EQ0264.The modeled gravity was interpolated from observed gravity values.
 EQ0264
 EQ0264;                    North         East    Units  Estimated Accuracy
 EQ0264;SPC NM C     -   411,680.      453,640.      MT  (+/- 180 meters Scaled)
 EQ0264
 EQ0264                          SUPERSEDED SURVEY CONTROL
 EQ0264
 EQ0264  NGVD 29 (??/??/92) 1468.943  (m)         4819.36   (f) ADJ UNCH    1 2
 EQ0264
 EQ0264.Superseded values are not recommended for survey control.
 EQ0264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0264.See file dsdata.txt to determine how the superseded data were derived.
 EQ0264
 EQ0264_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU391424(NAD 83)
 EQ0264_MARKER: DB = BENCH MARK DISK
 EQ0264_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EQ0264_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EQ0264_STAMPING: H 222 1951
 EQ0264_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EQ0264+STABILITY: SURFACE MOTION
 EQ0264
 EQ0264  HISTORY     - Date     Condition        Report By
 EQ0264  HISTORY     - 1951     MONUMENTED       CGS
 EQ0264  HISTORY     - 1982     MARK NOT FOUND   NGS
 EQ0264
 EQ0264                          STATION DESCRIPTION
 EQ0264
 EQ0264'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 EQ0264'3.5 MI N FROM BELEN.
 EQ0264'3.5 MILES NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD FROM
 EQ0264'THE STATION AT BELEN, 1 1/4 POLES NORTH OF MILEPOST 929, 46 FEET WEST
 EQ0264'OF THE WEST RAIL, 1.8 FEET EAST OF A FENCE, 2 FEET NORTH OF A WITNESS
 EQ0264'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE
 EQ0264'THE GROUND.
 EQ0264
 EQ0264                          STATION RECOVERY (1982)
 EQ0264
 EQ0264'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 EQ0264'THE MARK WAS PROBABLY DESTROYED BY CONSTRUCTION OF A CANAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0307 ***********************************************************************
 FO0307  DESIGNATION -  H 225
 FO0307  PID         -  FO0307
 FO0307  STATE/COUNTY-  NM/BERNALILLO
 FO0307  USGS QUAD   -  LA MESITA NEGRA SE (1990)
 FO0307
 FO0307                         *CURRENT SURVEY CONTROL
 FO0307  ___________________________________________________________________
 FO0307* NAD 83(1986)-  35 07 24.     (N)    106 47 37.     (W)     SCALED    
 FO0307* NAVD 88     -      1769.436  (meters)    5805.22   (feet)  ADJUSTED  
 FO0307  ___________________________________________________________________
 FO0307  GEOID HEIGHT-         -21.42  (meters)                     GEOID03
 FO0307  DYNAMIC HT  -        1766.954 (meters)    5797.08  (feet)  COMP
 FO0307  MODELED GRAV-     979,169.7   (mgal)                       NAVD 88
 FO0307
 FO0307  VERT ORDER  -  FIRST     CLASS II
 FO0307
 FO0307.The horizontal coordinates were scaled from a topographic map and have
 FO0307.an estimated accuracy of +/- 6 seconds.
 FO0307
 FO0307.The orthometric height was determined by differential leveling
 FO0307.and adjusted by the National Geodetic Survey in June 1991..
 FO0307
 FO0307.The geoid height was determined by GEOID03.
 FO0307
 FO0307.The dynamic height is computed by dividing the NAVD 88
 FO0307.geopotential number by the normal gravity value computed on the
 FO0307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0307.degrees latitude (g = 980.6199 gals.).
 FO0307
 FO0307.The modeled gravity was interpolated from observed gravity values.
 FO0307
 FO0307;                    North         East    Units  Estimated Accuracy
 FO0307;SPC NM C     -   457,390.      450,450.      MT  (+/- 180 meters Scaled)
 FO0307
 FO0307                          SUPERSEDED SURVEY CONTROL
 FO0307
 FO0307  NGVD 29 (??/??/92) 1768.562  (m)         5802.36   (f) ADJ UNCH    1 2
 FO0307
 FO0307.Superseded values are not recommended for survey control.
 FO0307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0307.See file dsdata.txt to determine how the superseded data were derived.
 FO0307
 FO0307_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU365881(NAD 83)
 FO0307_MARKER: DB = BENCH MARK DISK
 FO0307_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FO0307_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FO0307_STAMPING: H 225 1951
 FO0307_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO0307+STABILITY: SURFACE MOTION
 FO0307
 FO0307  HISTORY     - Date     Condition        Report By
 FO0307  HISTORY     - 1951     MONUMENTED       CGS
 FO0307
 FO0307                          STATION DESCRIPTION
 FO0307
 FO0307'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 FO0307'10.15 MI NW FROM ALBUQUERQUE.
 FO0307'0.25 MILE NORTH ALONG NORTH FIFTH STREET FROM THE COUNTY COURTHOUSE AT
 FO0307'ALBUQUERQUE, THENCE 1.1 MILES WEST ALONG WEST NEW YORK AVENUE, THENCE
 FO0307'3.4 MILES SOUTHWEST ALONG A U.S. HIGHWAY 66 TO THE WEST MESA MOTEL,
 FO0307'THENCE 3.0 MILES NORTHWEST ALONG A GRADED SANDY ROAD, THENCE 1.2 MILES
 FO0307'NORTHWEST ALONG A TRACK ROAD TO A JUNCTION WITH AN EAST AND WEST TRACK
 FO0307'ROAD.  THENCE 0.6 MILE NORTHWEST ALONG A TRACK ROAD, THENCE 0.6 MILE
 FO0307'NORTHWEST ALONG THE MAIN ROAD, 0.2 MILE SOUTH OF A FENCE, 104 FEET
 FO0307'NORTHEAST OF THE CENTER LINE OF THE ROAD, 1.4 FEET NORTHWEST OF A
 FO0307'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6
 FO0307'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0268 ***********************************************************************
 FO0268  DESIGNATION -  H 227
 FO0268  PID         -  FO0268
 FO0268  STATE/COUNTY-  NM/SANDOVAL
 FO0268  USGS QUAD   -  BERNALILLO (1990)
 FO0268
 FO0268                         *CURRENT SURVEY CONTROL
 FO0268  ___________________________________________________________________
 FO0268* NAD 83(1986)-  35 15 52.     (N)    106 35 38.     (W)     SCALED    
 FO0268* NAVD 88     -      1533.575  (meters)    5031.40   (feet)  ADJUSTED  
 FO0268  ___________________________________________________________________
 FO0268  GEOID HEIGHT-         -20.94  (meters)                     GEOID03
 FO0268  DYNAMIC HT  -        1531.515 (meters)    5024.65  (feet)  COMP
 FO0268  MODELED GRAV-     979,237.5   (mgal)                       NAVD 88
 FO0268
 FO0268  VERT ORDER  -  FIRST     CLASS II
 FO0268
 FO0268.The horizontal coordinates were scaled from a topographic map and have
 FO0268.an estimated accuracy of +/- 6 seconds.
 FO0268
 FO0268.The orthometric height was determined by differential leveling
 FO0268.and adjusted by the National Geodetic Survey in June 1991..
 FO0268
 FO0268.The geoid height was determined by GEOID03.
 FO0268
 FO0268.The dynamic height is computed by dividing the NAVD 88
 FO0268.geopotential number by the normal gravity value computed on the
 FO0268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0268.degrees latitude (g = 980.6199 gals.).
 FO0268
 FO0268.The modeled gravity was interpolated from observed gravity values.
 FO0268
 FO0268;                    North         East    Units  Estimated Accuracy
 FO0268;SPC NM C     -   472,960.      468,710.      MT  (+/- 180 meters Scaled)
 FO0268
 FO0268                          SUPERSEDED SURVEY CONTROL
 FO0268
 FO0268  NGVD 29 (??/??/92) 1532.750  (m)         5028.70   (f) ADJ UNCH    1 2
 FO0268
 FO0268.Superseded values are not recommended for survey control.
 FO0268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0268.See file dsdata.txt to determine how the superseded data were derived.
 FO0268
 FO0268_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV550035(NAD 83)
 FO0268_MARKER: DB = BENCH MARK DISK
 FO0268_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FO0268_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FO0268_STAMPING: H 227 1951
 FO0268_MARK LOGO: CGS   
 FO0268_PROJECTION: PROJECTING 10 CENTIMETERS
 FO0268_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO0268+STABILITY: SURFACE MOTION
 FO0268
 FO0268  HISTORY     - Date     Condition        Report By
 FO0268  HISTORY     - 1951     MONUMENTED       CGS
 FO0268  HISTORY     - 1984     GOOD             NGS
 FO0268
 FO0268                          STATION DESCRIPTION
 FO0268
 FO0268'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 FO0268'4.65 MI SW FROM BERNALILLO.
 FO0268'3.45 MILES SOUTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 FO0268'FROM THE STATION AT BERNALILLO, THENCE 1.2 MILES WEST ALONG A DIRT
 FO0268'ROAD, 115 FEET WEST OF THE WEST DIKE OF A CANAL, 51 YARDS EAST OF THE
 FO0268'EAST BANK OF THE RIO GRANDE RIVER, 26 FEET EAST OF THE CENTER LINE OF
 FO0268'A ROAD LEADING WEST, 186 FEET NORTHWEST OF THE NORTHWEST CORNER OF A
 FO0268'BRIDGE ACROSS THE CANAL, 2.8 FEET NORTHWEST OF A WITNESS POST, 48
 FO0268'YARDS EAST OF A FENCE, SET IN THE TOP OF A CONCRETE POST WHICH
 FO0268'PROJECTS 0.2 FOOT ABOVE THE GROUND.
 FO0268
 FO0268                          STATION RECOVERY (1984)
 FO0268
 FO0268'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FO0268'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTIONS.
 FO0268'DELETE=3.45 MILES SOUTHWEST ALONG THE ATCHISON TOPEKA AND SANTA FE
 FO0268'RAILROAD FROM THE STATION IN BERNALILLO.  ADD=7.4 KM (4.6 MI)
 FO0268'SOUTHWEST ALONG THE ATCHISON TOPEKA AND SANTA FE RAILROAD FROM ITS
 FO0268'JUNCTION WITH STATE HIGHWAY 44 IN BERNALILLO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0276 ***********************************************************************
 DR0276  DESIGNATION -  H 23
 DR0276  PID         -  DR0276
 DR0276  STATE/COUNTY-  NM/CHAVES
 DR0276  USGS QUAD   -  SARDINE MOUNTAIN (1976)
 DR0276
 DR0276                         *CURRENT SURVEY CONTROL
 DR0276  ___________________________________________________________________
 DR0276* NAD 83(1986)-  33 25 01.     (N)    104 03 48.     (W)     SCALED    
 DR0276* NAVD 88     -      1170.916  (meters)    3841.58   (feet)  POSTED    
 DR0276  ___________________________________________________________________
 DR0276  GEOID HEIGHT-         -23.12  (meters)                     GEOID03
 DR0276  DYNAMIC HT  -        1169.310 (meters)    3836.31  (feet)  COMP
 DR0276  MODELED GRAV-     979,221.2   (mgal)                       NAVD 88
 DR0276
 DR0276  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 DR0276
 DR0276.The horizontal coordinates were scaled from a topographic map and have
 DR0276.an estimated accuracy of +/- 6 seconds.
 DR0276
 DR0276.The orthometric height was determined by differential leveling
 DR0276.and adjusted by the National Geodetic Survey in 1992..
 DR0276.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 DR0276.rate of 1.1 thru 2.0 mm/km.
 DR0276
 DR0276.The geoid height was determined by GEOID03.
 DR0276
 DR0276.The dynamic height is computed by dividing the NAVD 88
 DR0276.geopotential number by the normal gravity value computed on the
 DR0276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0276.degrees latitude (g = 980.6199 gals.).
 DR0276
 DR0276.The modeled gravity was interpolated from observed gravity values.
 DR0276
 DR0276;                    North         East    Units  Estimated Accuracy
 DR0276;SPC NM E     -   268,020.      190,110.      MT  (+/- 180 meters Scaled)
 DR0276
 DR0276                          SUPERSEDED SURVEY CONTROL
 DR0276
 DR0276  NGVD 29 (??/??/92) 1170.415  (m)         3839.94   (f) ADJ UNCH    2 0
 DR0276
 DR0276.Superseded values are not recommended for survey control.
 DR0276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0276.See file dsdata.txt to determine how the superseded data were derived.
 DR0276
 DR0276_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES870979(NAD 83)
 DR0276_MARKER: DD = SURVEY DISK
 DR0276_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR0276_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DR0276_STAMPING: H 23 1930
 DR0276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR0276+STABILITY: SURFACE MOTION
 DR0276
 DR0276  HISTORY     - Date     Condition        Report By
 DR0276  HISTORY     - 1930     MONUMENTED       USGS
 DR0276  HISTORY     - 1961     GOOD             NGS
 DR0276
 DR0276                          STATION DESCRIPTION
 DR0276
 DR0276'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 DR0276'29.2 MI E FROM ROSWELL.
 DR0276'0.15 MILE SOUTH ALONG SOUTH MAIN STREET FROM THE COURTHOUSE AT
 DR0276'ROSWELL, THENCE 28.5 MILES EAST ALONG U.S. HIGHWAY 380, 0.35 MILE WEST
 DR0276'ALONG THE OLD HIGHWAY, 0.2 MILE SOUTH ALONG A DIRT ROAD TO OLD
 DR0276'HIGHWAY, 30 FEET NORTH OF THE CENTER OF THE OLD HIGHWAY, 2 FEET WEST
 DR0276'OF A METAL WITNESS POST WITH SIGN, 1 FOOT ABOVE THE LEVEL OF THE
 DR0276'HIGHWAY, SET IN THE TOP OF A SQUARE CONCRETE POST PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0654 ***********************************************************************
 DR0654  DESIGNATION -  H 23
 DR0654  PID         -  DR0654
 DR0654  STATE/COUNTY-  NM/OTERO
 DR0654  USGS QUAD   -  MESCALERO (1982)
 DR0654
 DR0654                         *CURRENT SURVEY CONTROL
 DR0654  ___________________________________________________________________
 DR0654* NAD 83(1986)-  33 09 30.     (N)    105 47 17.     (W)     SCALED    
 DR0654* NAVD 88     -      1953.702  (meters)    6409.77   (feet)  ADJUSTED  
 DR0654  ___________________________________________________________________
 DR0654  GEOID HEIGHT-         -20.27  (meters)                     GEOID03
 DR0654  DYNAMIC HT  -        1950.649 (meters)    6399.75  (feet)  COMP
 DR0654  MODELED GRAV-     979,005.1   (mgal)                       NAVD 88
 DR0654
 DR0654  VERT ORDER  -  FIRST     CLASS II
 DR0654
 DR0654.The horizontal coordinates were scaled from a topographic map and have
 DR0654.an estimated accuracy of +/- 6 seconds.
 DR0654
 DR0654.The orthometric height was determined by differential leveling
 DR0654.and adjusted by the National Geodetic Survey in June 1991..
 DR0654
 DR0654.The geoid height was determined by GEOID03.
 DR0654
 DR0654.The dynamic height is computed by dividing the NAVD 88
 DR0654.geopotential number by the normal gravity value computed on the
 DR0654.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0654.degrees latitude (g = 980.6199 gals.).
 DR0654
 DR0654.The modeled gravity was interpolated from observed gravity values.
 DR0654
 DR0654;                    North         East    Units  Estimated Accuracy
 DR0654;SPC NM C     -   239,410.      543,090.      MT  (+/- 180 meters Scaled)
 DR0654
 DR0654                          SUPERSEDED SURVEY CONTROL
 DR0654
 DR0654  NGVD 29 (??/??/92) 1952.910  (m)         6407.17   (f) ADJ UNCH    1 2
 DR0654
 DR0654.Superseded values are not recommended for survey control.
 DR0654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0654.See file dsdata.txt to determine how the superseded data were derived.
 DR0654
 DR0654_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDS265691(NAD 83)
 DR0654_MARKER: DB = BENCH MARK DISK
 DR0654_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DR0654_SP_SET: CASING
 DR0654_STAMPING: H 23 1933
 DR0654_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR0654
 DR0654  HISTORY     - Date     Condition        Report By
 DR0654  HISTORY     - 1933     MONUMENTED       CGS
 DR0654  HISTORY     - 1934     MARK NOT FOUND   NGS
 DR0654
 DR0654                          STATION DESCRIPTION
 DR0654
 DR0654'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DR0654'1.1 MI SW FROM MESCALERO.
 DR0654'1.1 MILES SOUTHWEST ALONG U.S. HIGHWAY 70 FROM MESCALERO, OTERO
 DR0654'COUNTY, 0.3 MILE SOUTHWEST OF THE J.H. MCNATT STORE IN 1933, 450 FEET
 DR0654'EAST OF A SINCLAIR SERVICE STATION AND GARAGE, AT A 4- BY 6-FOOT
 DR0654'CONCRETE CASING AROUND A SPRING, IN THE SOUTH WALL OF THE CASING, AND
 DR0654'25 FEET NORTH OF THE HIGHWAY.  A STANDARD DISK, STAMPED H 23 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0303 ***********************************************************************
 GM0303  DESIGNATION -  H 23
 GM0303  PID         -  GM0303
 GM0303  STATE/COUNTY-  NM/COLFAX
 GM0303  USGS QUAD   -  PALO FLECHADO PASS (1995)
 GM0303
 GM0303                         *CURRENT SURVEY CONTROL
 GM0303  ___________________________________________________________________
 GM0303* NAD 83(1986)-  36 25 36.     (N)    105 18 10.     (W)     SCALED    
 GM0303* NAVD 88     -      2549.266  (meters)    8363.72   (feet)  ADJUSTED  
 GM0303  ___________________________________________________________________
 GM0303  GEOID HEIGHT-         -16.78  (meters)                     GEOID03
 GM0303  DYNAMIC HT  -        2545.610 (meters)    8351.72  (feet)  COMP
 GM0303  MODELED GRAV-     979,105.3   (mgal)                       NAVD 88
 GM0303
 GM0303  VERT ORDER  -  FIRST     CLASS II
 GM0303
 GM0303.The horizontal coordinates were scaled from a topographic map and have
 GM0303.an estimated accuracy of +/- 6 seconds.
 GM0303
 GM0303.The orthometric height was determined by differential leveling
 GM0303.and adjusted by the National Geodetic Survey in June 1991..
 GM0303
 GM0303.The geoid height was determined by GEOID03.
 GM0303
 GM0303.The dynamic height is computed by dividing the NAVD 88
 GM0303.geopotential number by the normal gravity value computed on the
 GM0303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GM0303.degrees latitude (g = 980.6199 gals.).
 GM0303
 GM0303.The modeled gravity was interpolated from observed gravity values.
 GM0303
 GM0303;                    North         East    Units  Estimated Accuracy
 GM0303;SPC NM E     -   602,300.       78,070.      MT  (+/- 180 meters Scaled)
 GM0303
 GM0303                          SUPERSEDED SURVEY CONTROL
 GM0303
 GM0303  NGVD 29 (??/??/92) 2548.029  (m)         8359.66   (f) ADJ UNCH    1 2
 GM0303
 GM0303.Superseded values are not recommended for survey control.
 GM0303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0303.See file dsdata.txt to determine how the superseded data were derived.
 GM0303
 GM0303_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDA728313(NAD 83)
 GM0303_MARKER: DD = SURVEY DISK
 GM0303_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GM0303_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GM0303_STAMPING: H 23 1927
 GM0303_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GM0303+STABILITY: SURFACE MOTION
 GM0303
 GM0303  HISTORY     - Date     Condition        Report By
 GM0303  HISTORY     - 1927     MONUMENTED       USGS
 GM0303  HISTORY     - 1957     GOOD             NGS
 GM0303
 GM0303                          STATION DESCRIPTION
 GM0303
 GM0303'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GM0303'9.95 MI S FROM EAGLE NEST.
 GM0303'ABOUT 9.95 MILES SOUTH ALONG U.S. HIGHWAY 64 FROM THE JUNCTION OF
 GM0303'STATE HIGHWAY 38 AT EAGLE NEST, 0.3 MILE SOUTHWEST OF THE JUNCTION OF
 GM0303'STATE HIGHWAY 38 LEADING SOUTH, 177 FEET SOUTH-SOUTHEAST OF THE CENTER
 GM0303'LINE OF THE HIGHWAY AND ON THE OUTSIDE OF A CURVE, 55 FEET SOUTH OF
 GM0303'THE CENTER LINE OF A PRIVATE TRACK ROAD, 32 FEET WEST OF A FENCE
 GM0303'CORNER, 2 1/2 FEET NORTH OF A FENCE LINE, 1 FOOT NORTH OF A WHITE
 GM0303'WOODEN WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND IN THE TOP OF A
 GM0303'CONCRETE POST WHICH PROJECTS 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0267 ***********************************************************************
 CV0267  DESIGNATION -  H 230
 CV0267  PID         -  CV0267
 CV0267  STATE/COUNTY-  NM/LEA
 CV0267  USGS QUAD   -  HUMBLE CITY (1979)
 CV0267
 CV0267                         *CURRENT SURVEY CONTROL
 CV0267  ___________________________________________________________________
 CV0267* NAD 83(1986)-  32 46 05.     (N)    103 12 33.     (W)     SCALED    
 CV0267* NAVD 88     -      1124.340  (meters)    3688.77   (feet)  POSTED    
 CV0267  ___________________________________________________________________
 CV0267  GEOID HEIGHT-         -21.63  (meters)                     GEOID03
 CV0267  DYNAMIC HT  -        1122.820 (meters)    3683.79  (feet)  COMP
 CV0267  MODELED GRAV-     979,249.3   (mgal)                       NAVD 88
 CV0267
 CV0267  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 CV0267
 CV0267.The horizontal coordinates were scaled from a topographic map and have
 CV0267.an estimated accuracy of +/- 6 seconds.
 CV0267
 CV0267.The orthometric height was determined by differential leveling
 CV0267.and adjusted by the National Geodetic Survey in 1992..
 CV0267.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 CV0267.rate of 1.1 thru 2.0 mm/km.
 CV0267
 CV0267.The geoid height was determined by GEOID03.
 CV0267
 CV0267.The dynamic height is computed by dividing the NAVD 88
 CV0267.geopotential number by the normal gravity value computed on the
 CV0267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0267.degrees latitude (g = 980.6199 gals.).
 CV0267
 CV0267.The modeled gravity was interpolated from observed gravity values.
 CV0267
 CV0267;                    North         East    Units  Estimated Accuracy
 CV0267;SPC NM E     -   196,590.      270,320.      MT  (+/- 180 meters Scaled)
 CV0267
 CV0267                          SUPERSEDED SURVEY CONTROL
 CV0267
 CV0267  NGVD 29 (??/??/92) 1123.976  (m)         3687.58   (f) ADJ UNCH    1 2
 CV0267
 CV0267.Superseded values are not recommended for survey control.
 CV0267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0267.See file dsdata.txt to determine how the superseded data were derived.
 CV0267
 CV0267_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFS677269(NAD 83)
 CV0267_MARKER: DB = BENCH MARK DISK
 CV0267_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CV0267_SP_SET: CONCRETE
 CV0267_STAMPING: H 230 1945
 CV0267_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CV0267
 CV0267  HISTORY     - Date     Condition        Report By
 CV0267  HISTORY     - 1945     MONUMENTED       CGS
 CV0267
 CV0267                          STATION DESCRIPTION
 CV0267
 CV0267'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 CV0267'7.3 MI NW FROM HOBBS.
 CV0267'AT THE HOBBS ARMY AIR FIELD, ON TOP OF THE NORTHWEST CORNER OF THE
 CV0267'NORTHWEST CONCRETE BASE OF THE MAIN CONTROL TOWER.  A BRONZE DISK
 CV0267'STAMPED H 230 1945 SET IN A DRILL HOLE IN CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0782 ***********************************************************************
 DS0782  DESIGNATION -  H 231
 DS0782  PID         -  DS0782
 DS0782  STATE/COUNTY-  NM/SOCORRO
 DS0782  USGS QUAD   -  FORT CRAIG (1980)
 DS0782
 DS0782                         *CURRENT SURVEY CONTROL
 DS0782  ___________________________________________________________________
 DS0782* NAD 83(1986)-  33 41 03.     (N)    107 04 41.     (W)     SCALED    
 DS0782* NAVD 88     -      1478.158  (meters)    4849.59   (feet)  ADJUSTED  
 DS0782  ___________________________________________________________________
 DS0782  GEOID HEIGHT-         -22.75  (meters)                     GEOID03
 DS0782  DYNAMIC HT  -        1476.016 (meters)    4842.56  (feet)  COMP
 DS0782  MODELED GRAV-     979,136.0   (mgal)                       NAVD 88
 DS0782
 DS0782  VERT ORDER  -  FIRST     CLASS II
 DS0782
 DS0782.The horizontal coordinates were scaled from a topographic map and have
 DS0782.an estimated accuracy of +/- 6 seconds.
 DS0782
 DS0782.The orthometric height was determined by differential leveling
 DS0782.and adjusted by the National Geodetic Survey in June 1991..
 DS0782
 DS0782.The geoid height was determined by GEOID03.
 DS0782
 DS0782.The dynamic height is computed by dividing the NAVD 88
 DS0782.geopotential number by the normal gravity value computed on the
 DS0782.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0782.degrees latitude (g = 980.6199 gals.).
 DS0782
 DS0782.The modeled gravity was interpolated from observed gravity values.
 DS0782
 DS0782;                    North         East    Units  Estimated Accuracy
 DS0782;SPC NM C     -   297,930.      423,230.      MT  (+/- 180 meters Scaled)
 DS0782
 DS0782                          SUPERSEDED SURVEY CONTROL
 DS0782
 DS0782  NGVD 29 (??/??/92) 1477.441  (m)         4847.24   (f) ADJ UNCH    1 2
 DS0782
 DS0782.Superseded values are not recommended for survey control.
 DS0782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0782.See file dsdata.txt to determine how the superseded data were derived.
 DS0782
 DS0782_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT073290(NAD 83)
 DS0782_MARKER: DB = BENCH MARK DISK
 DS0782_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0782_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0782_STAMPING: H 231 1950
 DS0782_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0782+STABILITY: SURFACE MOTION
 DS0782
 DS0782  HISTORY     - Date     Condition        Report By
 DS0782  HISTORY     - 1950     MONUMENTED       CGS
 DS0782
 DS0782                          STATION DESCRIPTION
 DS0782
 DS0782'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 DS0782'21.7 MI SW FROM SAN ANTONIO.
 DS0782'21.1 MILES SOUTHWEST ALONG U.S. HIGHWAY 85 FROM THE ATCHISON, TOPEKA
 DS0782'AND SANTA FE RAILROAD STATION AT SAN ANTONIO, THENCE 0.6 MILE
 DS0782'SOUTHWEST ALONG OLD U.S. HIGHWAY 85, AT A ROAD JUNCTION, 0.1 MILE
 DS0782'SOUTHWEST OF A CATTLE GUARD, 51 FEET NORTHWEST OF THE CENTER LINE OF
 DS0782'THE OLD HIGHWAY, 42 FEET SOUTH OF THE CENTER LINE OF A ROAD LEADING
 DS0782'WEST, 2.6 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 DS0782'POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0781 ***********************************************************************
 DS0781  DESIGNATION -  H 232
 DS0781  PID         -  DS0781
 DS0781  STATE/COUNTY-  NM/SOCORRO
 DS0781  USGS QUAD   -  FORT CRAIG (1980)
 DS0781
 DS0781                         *CURRENT SURVEY CONTROL
 DS0781  ___________________________________________________________________
 DS0781* NAD 83(1986)-  33 39 58.     (N)    107 05 03.     (W)     SCALED    
 DS0781* NAVD 88     -      1464.938  (meters)    4806.22   (feet)  ADJUSTED  
 DS0781  ___________________________________________________________________
 DS0781  GEOID HEIGHT-         -22.79  (meters)                     GEOID03
 DS0781  DYNAMIC HT  -        1462.812 (meters)    4799.24  (feet)  COMP
 DS0781  MODELED GRAV-     979,134.4   (mgal)                       NAVD 88
 DS0781
 DS0781  VERT ORDER  -  FIRST     CLASS II
 DS0781
 DS0781.The horizontal coordinates were scaled from a topographic map and have
 DS0781.an estimated accuracy of +/- 6 seconds.
 DS0781
 DS0781.The orthometric height was determined by differential leveling
 DS0781.and adjusted by the National Geodetic Survey in June 1991..
 DS0781
 DS0781.The geoid height was determined by GEOID03.
 DS0781
 DS0781.The dynamic height is computed by dividing the NAVD 88
 DS0781.geopotential number by the normal gravity value computed on the
 DS0781.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0781.degrees latitude (g = 980.6199 gals.).
 DS0781
 DS0781.The modeled gravity was interpolated from observed gravity values.
 DS0781
 DS0781;                    North         East    Units  Estimated Accuracy
 DS0781;SPC NM C     -   295,940.      422,640.      MT  (+/- 180 meters Scaled)
 DS0781
 DS0781                          SUPERSEDED SURVEY CONTROL
 DS0781
 DS0781  NGVD 29 (??/??/92) 1464.220  (m)         4803.86   (f) ADJ UNCH    1 2
 DS0781
 DS0781.Superseded values are not recommended for survey control.
 DS0781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0781.See file dsdata.txt to determine how the superseded data were derived.
 DS0781
 DS0781_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT067270(NAD 83)
 DS0781_MARKER: DB = BENCH MARK DISK
 DS0781_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0781_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0781_STAMPING: H 232 1950
 DS0781_PROJECTION: PROJECTING 8 CENTIMETERS
 DS0781_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0781+STABILITY: SURFACE MOTION
 DS0781
 DS0781  HISTORY     - Date     Condition        Report By
 DS0781  HISTORY     - 1950     MONUMENTED       CGS
 DS0781  HISTORY     - 1980     GOOD             NGS
 DS0781
 DS0781                          STATION DESCRIPTION
 DS0781
 DS0781'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 DS0781'22.5 MI SW FROM SAN ANTONIO.
 DS0781'22.5 MILES SOUTHWEST ALONG U.S. HIGHWAY 85 FROM THE ATCHISON, TOPEKA
 DS0781'AND SANTA FE RAILROAD STATION AT SAN ANTONIO, AT A JUNCTION WITH A
 DS0781'ROAD LEADING EAST TO OLD FORT CRAIG, 97 FEET SOUTHEAST OF THE CENTER
 DS0781'LINE OF THE HIGHWAY, OF A GATE, 38 FEET NORTH OF THE ROAD LEADING
 DS0781'EAST, 1.5 FEET NORTHWEST OF A FENCE, 3.3 FEET SOUTHWEST OF A WITNESS
 DS0781'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.7 FOOT ABOVE
 DS0781'GROUND.
 DS0781
 DS0781                          STATION RECOVERY (1980)
 DS0781
 DS0781'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DS0781'0.2 KILOMETER (0.1 MILE) EAST ALONG U.S. HIGHWAY 380 FROM THE POST
 DS0781'OFFICE IN SAN ANTONIO, THENCE 36.7 KILOMETERS (22.8 MILES) SOUTH
 DS0781'ALONG STATE HIGHWAY 1, AT A GRAVEL ROAD LEADING SOUTHEAST, 29.6
 DS0781'METERS (97.0 FEET) SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 11.6
 DS0781'METERS (38.0 FEET) NORTHEAST OF THE CENTER OF THE ROAD, 9.4 METERS
 DS0781'(31.0 FEET) NORTHEAST OF THE NORTHWEST CORNER OF A CATTLE GUARD AND
 DS0781'0.4 METER (1.5 FEET) NORTHWEST OF A FENCE.
 DS0781'THE MARK IS 0.4 METERS  SW FROM A WITNESS POST.
 DS0781'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0863 ***********************************************************************
 DS0863  DESIGNATION -  H 233
 DS0863  PID         -  DS0863
 DS0863  STATE/COUNTY-  NM/SIERRA
 DS0863  USGS QUAD   -  CUCHILLO (1980)
 DS0863
 DS0863                         *CURRENT SURVEY CONTROL
 DS0863  ___________________________________________________________________
 DS0863* NAD 83(1992)-  33 14 14.11483(N)    107 16 07.05885(W)     ADJUSTED  
 DS0863* NAVD 88     -      1470.145  (meters)    4823.30   (feet)  ADJUSTED  
 DS0863  ___________________________________________________________________
 DS0863  X           -  -1,585,578.292 (meters)                     COMP
 DS0863  Y           -  -5,100,540.716 (meters)                     COMP
 DS0863  Z           -   3,476,789.968 (meters)                     COMP
 DS0863  LAPLACE CORR-          -0.86  (seconds)                    DEFLEC99
 DS0863  ELLIP HEIGHT-        1446.96  (meters)          (11/15/01) GPS OBS
 DS0863  GEOID HEIGHT-         -23.20  (meters)                     GEOID03
 DS0863  DYNAMIC HT  -        1467.989 (meters)    4816.23  (feet)  COMP
 DS0863  MODELED GRAV-     979,119.4   (mgal)                       NAVD 88
 DS0863
 DS0863  HORZ ORDER  -  THIRD
 DS0863  VERT ORDER  -  FIRST     CLASS II
 DS0863  ELLP ORDER  -  FOURTH    CLASS II
 DS0863
 DS0863.This mark is at Truth Or Consequences Airport (TCS)
 DS0863
 DS0863.The horizontal coordinates were established by GPS observations
 DS0863.and adjusted by the National Geodetic Survey in September 1997..
 DS0863
 DS0863.The orthometric height was determined by differential leveling
 DS0863.and adjusted by the National Geodetic Survey in June 1991..
 DS0863.WARNING-Repeat measurements at this control monument indicate possible
 DS0863.vertical movement.
 DS0863
 DS0863.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DS0863
 DS0863.The Laplace correction was computed from DEFLEC99 derived deflections.
 DS0863
 DS0863.The ellipsoidal height was determined by GPS observations
 DS0863.and is referenced to NAD 83.
 DS0863
 DS0863.The geoid height was determined by GEOID03.
 DS0863
 DS0863.The dynamic height is computed by dividing the NAVD 88
 DS0863.geopotential number by the normal gravity value computed on the
 DS0863.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0863.degrees latitude (g = 980.6199 gals.).
 DS0863
 DS0863.The modeled gravity was interpolated from observed gravity values.
 DS0863
 DS0863;                    North         East     Units Scale Factor Converg.
 DS0863;SPC NM W     -   248,208.240   882,627.839   MT  0.99995080   +0 18 34.3
 DS0863;SPC NM W     -   814,329.87  2,895,754.84   sFT  0.99995080   +0 18 34.3
 DS0863;UTM  13      - 3,679,883.891   288,621.075   MT  1.00015092   -1 14 38.1
 DS0863
 DS0863!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS0863!SPC NM W     -   0.99977288  x   0.99995080  =   0.99972369
 DS0863!UTM  13      -   0.99977288  x   1.00015092  =   0.99992377
 DS0863
 DS0863|---------------------------------------------------------------------|
 DS0863| PID    Reference Object                     Distance      Geod. Az  |
 DS0863|                                                           dddmmss.s |
 DS0863| DS1457 AIRPORT AZ MK 2                     234.739 METERS 17234     |
 DS0863|---------------------------------------------------------------------|
 DS0863
 DS0863                          SUPERSEDED SURVEY CONTROL
 DS0863
 DS0863  ELLIP H (09/30/97) 1447.05   (m)                       GP(       ) 4 2
 DS0863  NAVD 88 (09/30/97) 1470.14   (m)         4823.3    (f) LEVELING    3  
 DS0863  NGVD 29 (??/??/92) 1469.391  (m)         4820.83   (f) ADJ UNCH    1 2
 DS0863
 DS0863.Superseded values are not recommended for survey control.
 DS0863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0863.See file dsdata.txt to determine how the superseded data were derived.
 DS0863
 DS0863_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBS8862179884(NAD 83)
 DS0863_MARKER: DB = BENCH MARK DISK
 DS0863_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0863_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0863_STAMPING: H 233 1951
 DS0863_MARK LOGO: CGS   
 DS0863_PROJECTION: PROJECTING 10 CENTIMETERS
 DS0863_MAGNETIC: N = NO MAGNETIC MATERIAL
 DS0863_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0863+STABILITY: SURFACE MOTION
 DS0863_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS0863+SATELLITE: SATELLITE OBSERVATIONS - May 19, 1997
 DS0863
 DS0863  HISTORY     - Date     Condition        Report By
 DS0863  HISTORY     - 1951     MONUMENTED       CGS
 DS0863  HISTORY     - 1953     GOOD             NGS
 DS0863  HISTORY     - 1980     GOOD             NGS
 DS0863  HISTORY     - 19960606 GOOD             CHANCE
 DS0863  HISTORY     - 19970519 GOOD             NGS
 DS0863
 DS0863                          STATION DESCRIPTION
 DS0863
 DS0863'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 DS0863'8.2 MI N FROM HOT SPRINGS.
 DS0863'8.2 MILES NORTH ALONG U.S. HIGHWAY 85 FROM THE POST OFFICE AT HOT
 DS0863'SPRINGS, AT THE HOT SPRINGS MUNICIPAL AIRPORT, 16 FEET EAST OF THE
 DS0863'NORTH CORNER OF THE CIVIL AERONAUTICS ADMINISTRATION BUILDING, 8.7
 DS0863'FEET NORTHEAST OF THE NORTHEAST WALL OF THE BUILDING, SET IN THE TOP
 DS0863'OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.  NOTE--
 DS0863'HOT SPRINGS N.M. HAS BEEN RENAMED TRUTH OR CONSEQUENCES N.M.
 DS0863
 DS0863                          STATION RECOVERY (1953)
 DS0863
 DS0863'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 DS0863'RECOVERED IN GOOD CONDITION.
 DS0863
 DS0863                          STATION RECOVERY (1980)
 DS0863
 DS0863'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DS0863'12.4 KILOMETERS (7.7 MILES) NORTH AND NORTHWEST ALONG U.S. HIGHWAY
 DS0863'85 (DATE STREET) FROM THE SIERRA COUNTY COURTHOUSE IN TRUTH OR
 DS0863'CONSEQUENCES, THENCE 0.3 KILOMETERS (0.2 MILE) WEST ALONG A GRAVEL
 DS0863'ROAD LEADING TO THE TRUTH OR CONSEQUENCES MUNICIPAL AIRPORT, AT THE
 DS0863'FEDERAL AVIATION AGENCY FLIGHT SERVICE STATION BUILDING, 4.9 METERS
 DS0863'(16.0 FEET) EAST OF THE NORTHWEST CORNER OF THE BUILDING, 2.6 METERS
 DS0863'(8.7 FEET) NORTHEAST OF THE NORTHEAST FACE OF THE BUILDING AND 0.3
 DS0863'METER (1.0 FOOT) NORTH OF AN ORANGE WOODEN FENCE.
 DS0863'THE MARK IS ABOVE LEVEL WITH THE GROUND.
 DS0863
 DS0863                          STATION RECOVERY (1996)
 DS0863
 DS0863'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (KAL)
 DS0863'RECOVERY NOTE BY CHANCE 1996 RECOVERED IN GOOD CONDITION.  A NEW AND
 DS0863'COMPLETE DESCRIPTION FOLLOWS THE STATION IS LOCATED APPROXIMATELY 10.0
 DS0863'KM (6.20 MI) NORTH OF THE CITY OF TRUTH OR CONSEQUENCES AND 0.5 KM
 DS0863'(0.30 MI) WEST OF STATE HIGHWAY 52 AT THE TRUTH OR CONSEQUENCES
 DS0863'MUNICIPAL AIRPORT.  OWNERSHIP -- CITY OF TRUTH OR CONSEQUENCES, KENNY
 DS0863'SCHAAF - ENCHANTMENT AVIATION, INC., PHONE (5050) 894-6199 TO REACH
 DS0863'THE STATION FROM THE INTERSECTION OF INTERSTATE HIGHWAY 25 AND STATE
 DS0863'HIGHWAY 52 (EXIT 83 ON INTERSTATE HIGHWAY 52) NORTH OF TRUTH OR
 DS0863'CONSEQUENCES, PROCEED NORTHWEST ALONG STATE HIGHWAY 52 FOR 1.44 KM
 DS0863'(0.90 MI) TO THE JUNCTION WITH AIRPORT ROAD ON THE LEFT. TURN LEFT AND
 DS0863'GO WEST ALONG THE AIRPORT ROAD FOR 0.32 KM (0.20 MI) TO THE AIRPORT
 DS0863'TERMINAL BUILDING.  TURN LEFT AND PROCEED SOUTH FOR 0.16 KM (0.10 MI)
 DS0863'TO THE STATION ON THE LEFT IN THE FAA COMPOUND THE STATION IS A BENCH
 DS0863'MARK DISK SET INTO THE TOP OF A CONCRETE POST PROJECTING 6 CM ABOVE
 DS0863'THE GROUND.  THE STATION IS LOCATED 7.5 M (24.6 FT) WEST OF A
 DS0863'NORTHWEST POLE IN A 3 POLE STRUCTURE, 4.9 M (16.1 FT) EAST OF THE
 DS0863'NORTHWEST CORNER OF THE FEDERAL AVIATION AGENCY BUILDING, AND 2.6 M
 DS0863'(8.5 FT) NORTHEAST OF THE NORTHEAST FACE OF THE FEDERAL AVIATION
 DS0863'AGENCY BUILDING
 DS0863
 DS0863                          STATION RECOVERY (1997)
 DS0863
 DS0863'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (SER)
 DS0863'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0097 ***********************************************************************
 DS0097  DESIGNATION -  H 234
 DS0097  PID         -  DS0097
 DS0097  STATE/COUNTY-  NM/LINCOLN
 DS0097  USGS QUAD   -  BULL GAP (1981)
 DS0097
 DS0097                         *CURRENT SURVEY CONTROL
 DS0097  ___________________________________________________________________
 DS0097* NAD 83(1986)-  33 30 05.     (N)    106 06 40.     (W)     SCALED    
 DS0097* NAVD 88     -      1415.960  (meters)    4645.53   (feet)  ADJUSTED  
 DS0097  ___________________________________________________________________
 DS0097  GEOID HEIGHT-         -21.41  (meters)                     GEOID03
 DS0097  DYNAMIC HT  -        1413.944 (meters)    4638.91  (feet)  COMP
 DS0097  MODELED GRAV-     979,163.3   (mgal)                       NAVD 88
 DS0097
 DS0097  VERT ORDER  -  SECOND    CLASS 0
 DS0097
 DS0097.The horizontal coordinates were scaled from a topographic map and have
 DS0097.an estimated accuracy of +/- 6 seconds.
 DS0097
 DS0097.The orthometric height was determined by differential leveling
 DS0097.and adjusted by the National Geodetic Survey in June 1991..
 DS0097
 DS0097.The geoid height was determined by GEOID03.
 DS0097
 DS0097.The dynamic height is computed by dividing the NAVD 88
 DS0097.geopotential number by the normal gravity value computed on the
 DS0097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0097.degrees latitude (g = 980.6199 gals.).
 DS0097
 DS0097.The modeled gravity was interpolated from observed gravity values.
 DS0097
 DS0097;                    North         East    Units  Estimated Accuracy
 DS0097;SPC NM C     -   277,360.      512,900.      MT  (+/- 180 meters Scaled)
 DS0097
 DS0097                          SUPERSEDED SURVEY CONTROL
 DS0097
 DS0097  NGVD 29 (??/??/92) 1415.325  (m)         4643.45   (f) ADJ UNCH    2 0
 DS0097
 DS0097.Superseded values are not recommended for survey control.
 DS0097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0097.See file dsdata.txt to determine how the superseded data were derived.
 DS0097
 DS0097_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT967074(NAD 83)
 DS0097_MARKER: DB = BENCH MARK DISK
 DS0097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0097_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0097_STAMPING: H 234 1952
 DS0097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0097+STABILITY: SURFACE MOTION
 DS0097
 DS0097  HISTORY     - Date     Condition        Report By
 DS0097  HISTORY     - 1952     MONUMENTED       CGS
 DS0097  HISTORY     - 1969     GOOD             NGS
 DS0097
 DS0097                          STATION DESCRIPTION
 DS0097
 DS0097'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 DS0097'4.0 MI NW FROM OSCURO.
 DS0097'ABOUT 4.0 MILES NORTHWEST ALONG WHITE SANDS MISSILE RANGE ROUTE 12
 DS0097'FROM THE STORE AT OSCURO, 0.25 MILE NORTHWEST OF THE CROSSING OF THE
 DS0097'ROUTE AND A POWER LINE, 0.1 MILE EAST OF THE JUNCTION OF THE ROUTE AND
 DS0097'WHITE SANDS MISSILE RANGE ROUTE 312, 54 FEET SOUTH OF THE CENTER LINE
 DS0097'OF THE ROUTE, 46 FEET NORTH OF THE CENTER LINE OF A TRAIL ROAD, 2.0
 DS0097'FEET SOUTHWEST OF A WOODEN WITNESS POST, 1.4 FEET NORTH OF A METAL
 DS0097'WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL OF THE ROUTE, AND SET IN
 DS0097'THE TOP OF A CONCRETE POST WHICH PROJECTS 6 INCHES ABOVE THE SURFACE
 DS0097'OF THE GROUND.  SEC 28, T 9S, R 8E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0062 ***********************************************************************
 DS0062  DESIGNATION -  H 235
 DS0062  PID         -  DS0062
 DS0062  STATE/COUNTY-  NM/SOCORRO
 DS0062  USGS QUAD   -  MOCKINGBIRD GAP (1982)
 DS0062
 DS0062                         *CURRENT SURVEY CONTROL
 DS0062  ___________________________________________________________________
 DS0062* NAD 83(1986)-  33 35 15.     (N)    106 28 48.     (W)     SCALED    
 DS0062* NAVD 88     -      1498.088  (meters)    4914.98   (feet)  ADJUSTED  
 DS0062  ___________________________________________________________________
 DS0062  GEOID HEIGHT-         -22.10  (meters)                     GEOID03
 DS0062  DYNAMIC HT  -        1495.927 (meters)    4907.89  (feet)  COMP
 DS0062  MODELED GRAV-     979,141.8   (mgal)                       NAVD 88
 DS0062
 DS0062  VERT ORDER  -  SECOND    CLASS 0
 DS0062
 DS0062.The horizontal coordinates were scaled from a topographic map and have
 DS0062.an estimated accuracy of +/- 6 seconds.
 DS0062
 DS0062.The orthometric height was determined by differential leveling
 DS0062.and adjusted by the National Geodetic Survey in June 1991..
 DS0062
 DS0062.The geoid height was determined by GEOID03.
 DS0062
 DS0062.The dynamic height is computed by dividing the NAVD 88
 DS0062.geopotential number by the normal gravity value computed on the
 DS0062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0062.degrees latitude (g = 980.6199 gals.).
 DS0062
 DS0062.The modeled gravity was interpolated from observed gravity values.
 DS0062
 DS0062;                    North         East    Units  Estimated Accuracy
 DS0062;SPC NM C     -   286,930.      478,650.      MT  (+/- 180 meters Scaled)
 DS0062
 DS0062                          SUPERSEDED SURVEY CONTROL
 DS0062
 DS0062  NGVD 29 (??/??/92) 1497.413  (m)         4912.76   (f) ADJ UNCH    2 0
 DS0062
 DS0062.Superseded values are not recommended for survey control.
 DS0062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0062.See file dsdata.txt to determine how the superseded data were derived.
 DS0062
 DS0062_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT626174(NAD 83)
 DS0062_MARKER: DB = BENCH MARK DISK
 DS0062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0062_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0062_STAMPING: H 235 1952
 DS0062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0062+STABILITY: SURFACE MOTION
 DS0062
 DS0062  HISTORY     - Date     Condition        Report By
 DS0062  HISTORY     - 1952     MONUMENTED       CGS
 DS0062  HISTORY     - 1967     GOOD             NGS
 DS0062  HISTORY     - 1968     GOOD             NGS
 DS0062
 DS0062                          STATION DESCRIPTION
 DS0062
 DS0062'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DS0062'17.85 MI SE FROM STALLION RANGE CENTER.
 DS0062'ABOUT 17.85 MILES SOUTHEAST ALONG WHITE SANDS MISSILE RANGE ROUTE 7
 DS0062'FROM THE HEADQUARTERS BUILDING AT STALLION RANGE CENTER, IN S 25, T 8
 DS0062'S, R 4 E, 53 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 181 FEET
 DS0062'NORTHWEST OF THE SOUTHWEST END OF A 36-INCH CORRUGATED METAL CULVERT,
 DS0062'42 FEET NORTHEAST OF AN UNDERGROUND TELEPHONE CABLE, 1.3 FEET
 DS0062'NORTHWEST OF A METAL WITNESS POST, ABOUT 5 1/2 FEET BELOW THE LEVEL OF
 DS0062'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
 DS0062
 DS0062                          STATION RECOVERY (1968)
 DS0062
 DS0062'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 DS0062'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0745 ***********************************************************************
 DS0745  DESIGNATION -  H 236
 DS0745  PID         -  DS0745
 DS0745  STATE/COUNTY-  NM/SOCORRO
 DS0745  USGS QUAD   -  GREENS BABER WELL (1981)
 DS0745
 DS0745                         *CURRENT SURVEY CONTROL
 DS0745  ___________________________________________________________________
 DS0745* NAD 83(1986)-  33 39 35.     (N)    106 31 40.     (W)     SCALED    
 DS0745* NAVD 88     -      1433.363  (meters)    4702.63   (feet)  ADJUSTED  
 DS0745  ___________________________________________________________________
 DS0745  GEOID HEIGHT-         -22.28  (meters)                     GEOID03
 DS0745  DYNAMIC HT  -        1431.285 (meters)    4695.81  (feet)  COMP
 DS0745  MODELED GRAV-     979,137.7   (mgal)                       NAVD 88
 DS0745
 DS0745  VERT ORDER  -  SECOND    CLASS 0
 DS0745
 DS0745.The horizontal coordinates were scaled from a topographic map and have
 DS0745.an estimated accuracy of +/- 6 seconds.
 DS0745
 DS0745.The orthometric height was determined by differential leveling
 DS0745.and adjusted by the National Geodetic Survey in June 1991..
 DS0745
 DS0745.The geoid height was determined by GEOID03.
 DS0745
 DS0745.The dynamic height is computed by dividing the NAVD 88
 DS0745.geopotential number by the normal gravity value computed on the
 DS0745.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0745.degrees latitude (g = 980.6199 gals.).
 DS0745
 DS0745.The modeled gravity was interpolated from observed gravity values.
 DS0745
 DS0745;                    North         East    Units  Estimated Accuracy
 DS0745;SPC NM C     -   294,950.      474,240.      MT  (+/- 180 meters Scaled)
 DS0745
 DS0745                          SUPERSEDED SURVEY CONTROL
 DS0745
 DS0745  NGVD 29 (??/??/92) 1432.672  (m)         4700.36   (f) ADJ UNCH    2 0
 DS0745
 DS0745.Superseded values are not recommended for survey control.
 DS0745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0745.See file dsdata.txt to determine how the superseded data were derived.
 DS0745
 DS0745_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT583254(NAD 83)
 DS0745_MARKER: DB = BENCH MARK DISK
 DS0745_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0745_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0745_STAMPING: H 236 1952
 DS0745_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0745+STABILITY: SURFACE MOTION
 DS0745
 DS0745  HISTORY     - Date     Condition        Report By
 DS0745  HISTORY     - 1952     MONUMENTED       CGS
 DS0745
 DS0745                          STATION DESCRIPTION
 DS0745
 DS0745'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DS0745'50.35 MI W FROM CARRIZOZO.
 DS0745'14.8 MILES SOUTH ALONG U.S. HIGHWAY 54 FROM THE POST OFFICE AT
 DS0745'CARRIZOZO, THENCE 34.7 MILES WEST ALONG THE MOCKING BIRD GAP ROAD,
 DS0745'THENCE 0.85 MILE NORTHEAST ALONG A GRAVELED AND OILED ROAD, 99 FEET
 DS0745'NORTHWEST OF THE CENTER LINE OF THE ROAD, 3 FEET NORTHEAST OF A
 DS0745'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.9
 DS0745'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0377 ***********************************************************************
 DS0377  DESIGNATION -  H 237
 DS0377  PID         -  DS0377
 DS0377  STATE/COUNTY-  NM/SOCORRO
 DS0377  USGS QUAD   -  MOUND SPRINGS (1982)
 DS0377
 DS0377                         *CURRENT SURVEY CONTROL
 DS0377  ___________________________________________________________________
 DS0377* NAD 83(1986)-  33 24 55.     (N)    106 19 21.     (W)     SCALED    
 DS0377* NAVD 88     -      1312.777  (meters)    4307.00   (feet)  ADJUSTED  
 DS0377  ___________________________________________________________________
 DS0377  GEOID HEIGHT-         -22.30  (meters)                     GEOID03
 DS0377  DYNAMIC HT  -        1310.899 (meters)    4300.84  (feet)  COMP
 DS0377  MODELED GRAV-     979,161.6   (mgal)                       NAVD 88
 DS0377
 DS0377  VERT ORDER  -  SECOND    CLASS 0
 DS0377
 DS0377.The horizontal coordinates were scaled from a topographic map and have
 DS0377.an estimated accuracy of +/- 6 seconds.
 DS0377
 DS0377.The orthometric height was determined by differential leveling
 DS0377.and adjusted by the National Geodetic Survey in June 1991..
 DS0377
 DS0377.The geoid height was determined by GEOID03.
 DS0377
 DS0377.The dynamic height is computed by dividing the NAVD 88
 DS0377.geopotential number by the normal gravity value computed on the
 DS0377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0377.degrees latitude (g = 980.6199 gals.).
 DS0377
 DS0377.The modeled gravity was interpolated from observed gravity values.
 DS0377
 DS0377;                    North         East    Units  Estimated Accuracy
 DS0377;SPC NM C     -   267,810.      493,260.      MT  (+/- 180 meters Scaled)
 DS0377
 DS0377                          SUPERSEDED SURVEY CONTROL
 DS0377
 DS0377  NGVD 29 (??/??/92) 1312.139  (m)         4304.91   (f) ADJ UNCH    2 0
 DS0377
 DS0377.Superseded values are not recommended for survey control.
 DS0377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0377.See file dsdata.txt to determine how the superseded data were derived.
 DS0377
 DS0377_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS770981(NAD 83)
 DS0377_MARKER: DB = BENCH MARK DISK
 DS0377_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0377_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0377_STAMPING: H 237 1952
 DS0377_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0377+STABILITY: SURFACE MOTION
 DS0377
 DS0377  HISTORY     - Date     Condition        Report By
 DS0377  HISTORY     - 1952     MONUMENTED       CGS
 DS0377
 DS0377                          STATION DESCRIPTION
 DS0377
 DS0377'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DS0377'50.5 MI SW FROM CARRIZOZO.
 DS0377'14.8 MILES SOUTH ALONG U.S. HIGHWAY 54 FROM THE POST OFFICE AT
 DS0377'CARRIZOZO, THENCE 23.1 MILES WEST ALONG THE MOCKING BIRD GAP ROAD,
 DS0377'THENCE 0.9 MILE SOUTH ALONG A DIRT ROAD, THENCE 8.7 MILES SOUTHEAST
 DS0377'ALONG A TRACK ROAD, THENCE 2.45 MILES NORTHEAST ALONG A TRACK ROAD,
 DS0377'THENCE 0.55 MILE SOUTHEAST ALONG A TRACK ROAD, 34 FEET SOUTHWEST OF
 DS0377'THE CENTER LINE OF THE ROAD, 3 FEET NORTHEAST OF A WITNESS POST, SET
 DS0377'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.8 FOOT ABOVE THE
 DS0377'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0433 ***********************************************************************
 DS0433  DESIGNATION -  H 238
 DS0433  PID         -  DS0433
 DS0433  STATE/COUNTY-  NM/SOCORRO
 DS0433  USGS QUAD   -  LUMLEY LAKE NW (1982)
 DS0433
 DS0433                         *CURRENT SURVEY CONTROL
 DS0433  ___________________________________________________________________
 DS0433* NAD 83(1986)-  33 13 50.     (N)    106 26 38.     (W)     SCALED    
 DS0433* NAVD 88     -      1230.821  (meters)    4038.12   (feet)  ADJUSTED  
 DS0433  ___________________________________________________________________
 DS0433  GEOID HEIGHT-         -22.79  (meters)                     GEOID03
 DS0433  DYNAMIC HT  -        1229.061 (meters)    4032.34  (feet)  COMP
 DS0433  MODELED GRAV-     979,166.0   (mgal)                       NAVD 88
 DS0433
 DS0433  VERT ORDER  -  SECOND    CLASS 0
 DS0433
 DS0433.The horizontal coordinates were scaled from a topographic map and have
 DS0433.an estimated accuracy of +/- 6 seconds.
 DS0433
 DS0433.The orthometric height was determined by differential leveling
 DS0433.and adjusted by the National Geodetic Survey in June 1991..
 DS0433
 DS0433.The geoid height was determined by GEOID03.
 DS0433
 DS0433.The dynamic height is computed by dividing the NAVD 88
 DS0433.geopotential number by the normal gravity value computed on the
 DS0433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0433.degrees latitude (g = 980.6199 gals.).
 DS0433
 DS0433.The modeled gravity was interpolated from observed gravity values.
 DS0433
 DS0433;                    North         East    Units  Estimated Accuracy
 DS0433;SPC NM C     -   247,340.      481,930.      MT  (+/- 180 meters Scaled)
 DS0433
 DS0433                          SUPERSEDED SURVEY CONTROL
 DS0433
 DS0433  NGVD 29 (??/??/92) 1230.209  (m)         4036.11   (f) ADJ UNCH    2 0
 DS0433
 DS0433.Superseded values are not recommended for survey control.
 DS0433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0433.See file dsdata.txt to determine how the superseded data were derived.
 DS0433
 DS0433_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS654777(NAD 83)
 DS0433_MARKER: DB = BENCH MARK DISK
 DS0433_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0433_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0433_STAMPING: H 238 1952
 DS0433_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0433+STABILITY: SURFACE MOTION
 DS0433
 DS0433  HISTORY     - Date     Condition        Report By
 DS0433  HISTORY     - 1952     MONUMENTED       CGS
 DS0433
 DS0433                          STATION DESCRIPTION
 DS0433
 DS0433'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DS0433'33.6 MI W FROM TULAROSA.
 DS0433'28.3 MILES WEST ALONG OLD STATE HIGHWAY 52 FROM THE SOUTHERN PACIFIC
 DS0433'RAILROAD STATION AT TULAROSA, THENCE 5.3 MILES NORTH ALONG A TRACK
 DS0433'ROAD, 74 FEET EAST OF THE CENTER LINE OF THE ROAD, 3 FEET WEST OF A
 DS0433'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.9
 DS0433'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0342 ***********************************************************************
 DS0342  DESIGNATION -  H 239
 DS0342  PID         -  DS0342
 DS0342  STATE/COUNTY-  NM/OTERO
 DS0342  USGS QUAD   -  TULAROSA PEAK (1981)
 DS0342
 DS0342                         *CURRENT SURVEY CONTROL
 DS0342  ___________________________________________________________________
 DS0342* NAD 83(1986)-  33 04 39.     (N)    106 10 19.     (W)     SCALED    
 DS0342* NAVD 88     -      1256.226  (meters)    4121.47   (feet)  ADJUSTED  
 DS0342  ___________________________________________________________________
 DS0342  GEOID HEIGHT-         -22.69  (meters)                     GEOID03
 DS0342  DYNAMIC HT  -        1254.423 (meters)    4115.55  (feet)  COMP
 DS0342  MODELED GRAV-     979,159.2   (mgal)                       NAVD 88
 DS0342
 DS0342  VERT ORDER  -  FIRST     CLASS I
 DS0342
 DS0342.The horizontal coordinates were scaled from a topographic map and have
 DS0342.an estimated accuracy of +/- 6 seconds.
 DS0342
 DS0342.The orthometric height was determined by differential leveling
 DS0342.and adjusted by the National Geodetic Survey in June 1991..
 DS0342
 DS0342.The geoid height was determined by GEOID03.
 DS0342
 DS0342.The dynamic height is computed by dividing the NAVD 88
 DS0342.geopotential number by the normal gravity value computed on the
 DS0342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0342.degrees latitude (g = 980.6199 gals.).
 DS0342
 DS0342.The modeled gravity was interpolated from observed gravity values.
 DS0342
 DS0342;                    North         East    Units  Estimated Accuracy
 DS0342;SPC NM C     -   230,350.      507,290.      MT  (+/- 180 meters Scaled)
 DS0342
 DS0342                          SUPERSEDED SURVEY CONTROL
 DS0342
 DS0342  NGVD 29 (??/??/92) 1255.627  (m)         4119.50   (f) ADJ UNCH    1 1
 DS0342
 DS0342.Superseded values are not recommended for survey control.
 DS0342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0342.See file dsdata.txt to determine how the superseded data were derived.
 DS0342
 DS0342_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS906604(NAD 83)
 DS0342_MARKER: DB = BENCH MARK DISK
 DS0342_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0342_SP_SET: CONCRETE POST
 DS0342_STAMPING: H 239 1952
 DS0342_MARK LOGO: CGS   
 DS0342_PROJECTION: PROJECTING 8 CENTIMETERS
 DS0342_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0342+STABILITY: SURFACE MOTION
 DS0342
 DS0342  HISTORY     - Date     Condition        Report By
 DS0342  HISTORY     - 1952     MONUMENTED       CGS
 DS0342  HISTORY     - 1986     GOOD             NGS
 DS0342
 DS0342                          STATION DESCRIPTION
 DS0342
 DS0342'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DS0342'8.1 MI W FROM TULAROSA.
 DS0342'8.1 MILES WEST ALONG OLD STATE HIGHWAY 52 FROM THE SOUTHERN PACIFIC
 DS0342'RAILROAD STATION AT TULAROSA, 74 FEET SOUTH OF THE CENTER LINE OF THE
 DS0342'OLD HIGHWAY, 3 FEET NORTHEAST OF A WITNESS POST, SET IN THE TOP OF A
 DS0342'CONCRETE POST WHICH PROJECTS 0.8 FOOT ABOVE THE GROUND.
 DS0342
 DS0342                          STATION RECOVERY (1986)
 DS0342
 DS0342'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 DS0342'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  12.9 KM
 DS0342'(8.0 MI) WEST OF THE POST OFFICE IN TULAROSA ALONG THE OLD HIGHWAY 52
 DS0342'TO THE TULA GATE, THENCE 2.2 KM (1.4 MI) WEST OF THE TULA GATE ON WSMR
 DS0342'ROUTE 6, THENCE ABOUT 200 METERS (656 FT) SOUTH TO A DIRT ROAD ALONG A
 DS0342'TELEPHONE LINE, 21.8 METERS (71.5 FT) SOUTH OF A DIRT ROAD, 1.5 METERS
 DS0342'(4.9 FT) WEST OF A WITNESS POST, 0.9 METER (3 FT) NORTH OF A WOODEN
 DS0342'WITNESS POST.
 DS0342'THE MARK IS 1.1 METERS  E FROM  A WITNESS POST
 DS0342'THE MARK IS 0.3 M ABOVE THE DIRT ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0263 ***********************************************************************
 DR0263  DESIGNATION -  H 24
 DR0263  PID         -  DR0263
 DR0263  STATE/COUNTY-  NM/CHAVES
 DR0263  USGS QUAD   -  SARDINE MOUNTAIN (1976)
 DR0263
 DR0263                         *CURRENT SURVEY CONTROL
 DR0263  ___________________________________________________________________
 DR0263* NAD 83(1986)-  33 25 03.     (N)    104 06 51.     (W)     SCALED    
 DR0263* NAVD 88     -      1140.078  (meters)    3740.41   (feet)  POSTED    
 DR0263  ___________________________________________________________________
 DR0263  GEOID HEIGHT-         -23.17  (meters)                     GEOID03
 DR0263  DYNAMIC HT  -        1138.510 (meters)    3735.26  (feet)  COMP
 DR0263  MODELED GRAV-     979,222.5   (mgal)                       NAVD 88
 DR0263
 DR0263  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 DR0263
 DR0263.The horizontal coordinates were scaled from a topographic map and have
 DR0263.an estimated accuracy of +/- 6 seconds.
 DR0263
 DR0263.The orthometric height was determined by differential leveling
 DR0263.and adjusted by the National Geodetic Survey in 1992..
 DR0263.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 DR0263.rate of 1.1 thru 2.0 mm/km.
 DR0263
 DR0263.The geoid height was determined by GEOID03.
 DR0263
 DR0263.The dynamic height is computed by dividing the NAVD 88
 DR0263.geopotential number by the normal gravity value computed on the
 DR0263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0263.degrees latitude (g = 980.6199 gals.).
 DR0263
 DR0263.The modeled gravity was interpolated from observed gravity values.
 DR0263
 DR0263;                    North         East    Units  Estimated Accuracy
 DR0263;SPC NM E     -   268,080.      185,380.      MT  (+/- 180 meters Scaled)
 DR0263
 DR0263                          SUPERSEDED SURVEY CONTROL
 DR0263
 DR0263  NGVD 29 (??/??/92) 1139.576  (m)         3738.76   (f) ADJ UNCH    2 0
 DR0263
 DR0263.Superseded values are not recommended for survey control.
 DR0263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0263.See file dsdata.txt to determine how the superseded data were derived.
 DR0263
 DR0263_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES823979(NAD 83)
 DR0263_MARKER: Z = SEE DESCRIPTION
 DR0263_SETTING: 0 = UNSPECIFIED SETTING
 DR0263_STAMPING: H 24 1930
 DR0263_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR0263
 DR0263  HISTORY     - Date     Condition        Report By
 DR0263  HISTORY     - 1930     MONUMENTED       USGS
 DR0263  HISTORY     - 1943     GOOD             NGS
 DR0263
 DR0263                          STATION DESCRIPTION
 DR0263
 DR0263'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 DR0263'29.8 MI SE FROM ROSWELL.
 DR0263'THIS MARK IS 9.1 MILES EAST ALONG U. S. HIGHWAY NO. 380, THENCE, 2.0
 DR0263'MILES SOUTH ALONG A DIRT ROAD THROUGH A FIELD, THENCE, 18.7 MILES EAST
 DR0263'ALONG OLD U. S. HIGHWAY NO. 380 GRADE FROM THE COURTHOUSE AT ROSWELL.
 DR0263'MARK IS AT TOP OF A SLIGHT RISE IN OLD ROAD AND IS ABOUT 0.3 MILE
 DR0263'SOUTH OF THE NEW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0276 ***********************************************************************
 EP0276  DESIGNATION -  H 24
 EP0276  PID         -  EP0276
 EP0276  STATE/COUNTY-  NM/TORRANCE
 EP0276  USGS QUAD   -  DURAN (1981)
 EP0276
 EP0276                         *CURRENT SURVEY CONTROL
 EP0276  ___________________________________________________________________
 EP0276* NAD 83(1986)-  34 23 04.     (N)    105 29 05.     (W)     SCALED    
 EP0276* NAVD 88     -      1955.911  (meters)    6417.02   (feet)  ADJUSTED  
 EP0276  ___________________________________________________________________
 EP0276  GEOID HEIGHT-         -20.25  (meters)                     GEOID03
 EP0276  DYNAMIC HT  -        1953.068 (meters)    6407.69  (feet)  COMP
 EP0276  MODELED GRAV-     979,111.5   (mgal)                       NAVD 88
 EP0276
 EP0276  VERT ORDER  -  FIRST     CLASS II
 EP0276
 EP0276.The horizontal coordinates were scaled from a topographic map and have
 EP0276.an estimated accuracy of +/- 6 seconds.
 EP0276
 EP0276.The orthometric height was determined by differential leveling
 EP0276.and adjusted by the National Geodetic Survey in June 1991..
 EP0276
 EP0276.The geoid height was determined by GEOID03.
 EP0276
 EP0276.The dynamic height is computed by dividing the NAVD 88
 EP0276.geopotential number by the normal gravity value computed on the
 EP0276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EP0276.degrees latitude (g = 980.6199 gals.).
 EP0276
 EP0276.The modeled gravity was interpolated from observed gravity values.
 EP0276
 EP0276;                    North         East    Units  Estimated Accuracy
 EP0276;SPC NM C     -   375,560.      570,370.      MT  (+/- 180 meters Scaled)
 EP0276
 EP0276                          SUPERSEDED SURVEY CONTROL
 EP0276
 EP0276  NGVD 29 (??/??/92) 1955.055  (m)         6414.21   (f) ADJ UNCH    1 2
 EP0276
 EP0276.Superseded values are not recommended for survey control.
 EP0276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EP0276.See file dsdata.txt to determine how the superseded data were derived.
 EP0276
 EP0276_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDU554048(NAD 83)
 EP0276_MARKER: DB = BENCH MARK DISK
 EP0276_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EP0276_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EP0276_STAMPING: H-24 1933 6414.210
 EP0276_PROJECTION: FLUSH
 EP0276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EP0276+STABILITY: SURFACE MOTION
 EP0276
 EP0276  HISTORY     - Date     Condition        Report By
 EP0276  HISTORY     - 1933     MONUMENTED       CGS
 EP0276  HISTORY     - 1975     GOOD             USGS
 EP0276  HISTORY     - 1980     GOOD             NGS
 EP0276
 EP0276                          STATION DESCRIPTION
 EP0276
 EP0276'DESCRIBED BY US GEOLOGICAL SURVEY 1975
 EP0276'3.9 MI NE FROM TORRANCE STATION.
 EP0276'3.9 MILES NORTHEAST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 EP0276'STATION AT TORRANCE, TORRANCE COUNTY, 1.6 MILES SW OF HELENA, 2 POLES
 EP0276'NE FROM BLOCK SIGNAL 1502.8, 97 FEET SE OF THE CENTERLINE OF THE TRACK
 EP0276'AND FEET NW OF US HIGHWAY 54, A STANDARD DISK STAMPED 6414.210 H-24
 EP0276'1933 SET IN THE TOP OF A CONCRETE POST.
 EP0276
 EP0276                          STATION RECOVERY (1980)
 EP0276
 EP0276'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 EP0276'12.8 KM (7.95 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 54 FROM THE POST
 EP0276'OFFICE IN DURAN, 82.9 METERS (272.O FT) NORTHEAST OF RAILROAD SIGNAL
 EP0276'NUMBER 1502.7, 29.5 METERS (97.0 FT) SOUTHEAST OF THE NEAR RAIL OF
 EP0276'THE SOUTHERN PACIFIC RAILROAD, 16.0 METERS (52.6 FT) NORTHWEST OF
 EP0276'THE CENTERLINE OF THE HIGHWAY AND 1.2 METERS (4.0 FT) SOUTH OF A
 EP0276'PARALLEL SECTION OF RAIL THAT IS PAINTED WHITE AND PROJECTS 2 FT
 EP0276'ABOVE THE GROUND.
 EP0276'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 EP0276'THE MARK IS 0.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0298 ***********************************************************************
 GM0298  DESIGNATION -  H 24
 GM0298  PID         -  GM0298
 GM0298  STATE/COUNTY-  NM/COLFAX
 GM0298  USGS QUAD   -  PALO FLECHADO PASS (1995)
 GM0298
 GM0298                         *CURRENT SURVEY CONTROL
 GM0298  ___________________________________________________________________
 GM0298* NAD 83(1986)-  36 27 43.     (N)    105 16 24.     (W)     SCALED    
 GM0298* NAVD 88     -      2527.001  (meters)    8290.67   (feet)  ADJUSTED  
 GM0298  ___________________________________________________________________
 GM0298  GEOID HEIGHT-         -16.75  (meters)                     GEOID03
 GM0298  DYNAMIC HT  -        2523.397 (meters)    8278.84  (feet)  COMP
 GM0298  MODELED GRAV-     979,114.5   (mgal)                       NAVD 88
 GM0298
 GM0298  VERT ORDER  -  FIRST     CLASS II
 GM0298
 GM0298.The horizontal coordinates were scaled from a topographic map and have
 GM0298.an estimated accuracy of +/- 6 seconds.
 GM0298
 GM0298.The orthometric height was determined by differential leveling
 GM0298.and adjusted by the National Geodetic Survey in June 1991..
 GM0298
 GM0298.The geoid height was determined by GEOID03.
 GM0298
 GM0298.The dynamic height is computed by dividing the NAVD 88
 GM0298.geopotential number by the normal gravity value computed on the
 GM0298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GM0298.degrees latitude (g = 980.6199 gals.).
 GM0298
 GM0298.The modeled gravity was interpolated from observed gravity values.
 GM0298
 GM0298;                    North         East    Units  Estimated Accuracy
 GM0298;SPC NM E     -   606,180.       80,750.      MT  (+/- 180 meters Scaled)
 GM0298
 GM0298                          SUPERSEDED SURVEY CONTROL
 GM0298
 GM0298  NGVD 29 (??/??/92) 2525.772  (m)         8286.64   (f) ADJ UNCH    1 2
 GM0298
 GM0298.Superseded values are not recommended for survey control.
 GM0298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0298.See file dsdata.txt to determine how the superseded data were derived.
 GM0298
 GM0298_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDA755352(NAD 83)
 GM0298_MARKER: DD = SURVEY DISK
 GM0298_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GM0298_SP_SET: CULVERT
 GM0298_STAMPING: H 24 8287
 GM0298_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GM0298
 GM0298  HISTORY     - Date     Condition        Report By
 GM0298  HISTORY     - UNK      MONUMENTED       NMHD
 GM0298  HISTORY     - 1957     GOOD             NGS
 GM0298
 GM0298                          STATION DESCRIPTION
 GM0298
 GM0298'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GM0298'6.95 MI S FROM EAGLE NEST.
 GM0298'ABOUT 6.95 MILES SOUTH ALONG U.S. HIGHWAY 64 FROM THE JUNCTION OF
 GM0298'STATE HIGHWAY 38 AT EAGLE NEST, 0.25 MILE SOUTH OF A MODERN WHITE
 GM0298'HOUSE, 22 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, IN THE TOP OF
 GM0298'THE NORTH END OF THE EAST HEADWALL OF A 4-CHANNEL CONCRETE BOX CULVERT
 GM0298'AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0117 ***********************************************************************
 CX0117  DESIGNATION -  H 240
 CX0117  PID         -  CX0117
 CX0117  STATE/COUNTY-  NM/OTERO
 CX0117  USGS QUAD   -  GARTON LAKE (1982)
 CX0117
 CX0117                         *CURRENT SURVEY CONTROL
 CX0117  ___________________________________________________________________
 CX0117* NAD 83(1986)-  32 47 29.     (N)    106 08 49.     (W)     SCALED    
 CX0117* NAVD 88     -      1223.863  (meters)    4015.29   (feet)  ADJUSTED  
 CX0117  ___________________________________________________________________
 CX0117  GEOID HEIGHT-         -23.00  (meters)                     GEOID03
 CX0117  DYNAMIC HT  -        1222.086 (meters)    4009.46  (feet)  COMP
 CX0117  MODELED GRAV-     979,144.1   (mgal)                       NAVD 88
 CX0117
 CX0117  VERT ORDER  -  SECOND    CLASS 0
 CX0117
 CX0117.The horizontal coordinates were scaled from a topographic map and have
 CX0117.an estimated accuracy of +/- 6 seconds.
 CX0117
 CX0117.The orthometric height was determined by differential leveling
 CX0117.and adjusted by the National Geodetic Survey in June 1991..
 CX0117
 CX0117.The geoid height was determined by GEOID03.
 CX0117
 CX0117.The dynamic height is computed by dividing the NAVD 88
 CX0117.geopotential number by the normal gravity value computed on the
 CX0117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0117.degrees latitude (g = 980.6199 gals.).
 CX0117
 CX0117.The modeled gravity was interpolated from observed gravity values.
 CX0117
 CX0117;                    North         East    Units  Estimated Accuracy
 CX0117;SPC NM C     -   198,620.      509,650.      MT  (+/- 180 meters Scaled)
 CX0117
 CX0117                          SUPERSEDED SURVEY CONTROL
 CX0117
 CX0117  NGVD 29 (??/??/92) 1223.282  (m)         4013.38   (f) ADJ UNCH    2 0
 CX0117
 CX0117.Superseded values are not recommended for survey control.
 CX0117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0117.See file dsdata.txt to determine how the superseded data were derived.
 CX0117
 CX0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS926287(NAD 83)
 CX0117_MARKER: DB = BENCH MARK DISK
 CX0117_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CX0117_SP_SET: CULVERT
 CX0117_STAMPING: H 240 1952
 CX0117_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX0117
 CX0117  HISTORY     - Date     Condition        Report By
 CX0117  HISTORY     - 1952     MONUMENTED       CGS
 CX0117  HISTORY     - 1973     MARK NOT FOUND   USGS
 CX0117
 CX0117                          STATION DESCRIPTION
 CX0117
 CX0117'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CX0117'13.6 MI SW FROM ALAMOGORDO.
 CX0117'13.6 MILES SOUTHWEST ALONG U.S. HIGHWAY 70 FROM THE POST OFFICE AT
 CX0117'ALAMOGORDO, 18 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 3 FT.
 CX0117'NORTHEAST OF A WITNESS POST, SET IN THE TOP OF THE SOUTHWEST END OF
 CX0117'THE NORTHWEST HEADWALL OF A 20 FOOT CONCRETE CULVERT.
 CX0117
 CX0117                          STATION RECOVERY (1973)
 CX0117
 CX0117'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 CX0117'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0537 ***********************************************************************
 DS0537  DESIGNATION -  H 241
 DS0537  PID         -  DS0537
 DS0537  STATE/COUNTY-  NM/DONA ANA
 DS0537  USGS QUAD   -  STRAWBERRY PEAK (1981)
 DS0537
 DS0537                         *CURRENT SURVEY CONTROL
 DS0537  ___________________________________________________________________
 DS0537* NAD 83(1986)-  33 00 45.     (N)    106 31 12.     (W)     SCALED    
 DS0537* NAVD 88     -      1201.285  (meters)    3941.22   (feet)  ADJUSTED  
 DS0537  ___________________________________________________________________
 DS0537  GEOID HEIGHT-         -23.04  (meters)                     GEOID03
 DS0537  DYNAMIC HT  -        1199.557 (meters)    3935.55  (feet)  COMP
 DS0537  MODELED GRAV-     979,158.2   (mgal)                       NAVD 88
 DS0537
 DS0537  VERT ORDER  -  SECOND    CLASS 0
 DS0537
 DS0537.The horizontal coordinates were scaled from a topographic map and have
 DS0537.an estimated accuracy of +/- 6 seconds.
 DS0537
 DS0537.The orthometric height was determined by differential leveling
 DS0537.and adjusted by the National Geodetic Survey in June 1991..
 DS0537
 DS0537.The geoid height was determined by GEOID03.
 DS0537
 DS0537.The dynamic height is computed by dividing the NAVD 88
 DS0537.geopotential number by the normal gravity value computed on the
 DS0537.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0537.degrees latitude (g = 980.6199 gals.).
 DS0537
 DS0537.The modeled gravity was interpolated from observed gravity values.
 DS0537
 DS0537;                    North         East    Units  Estimated Accuracy
 DS0537;SPC NM C     -   223,170.      474,770.      MT  (+/- 180 meters Scaled)
 DS0537
 DS0537                          SUPERSEDED SURVEY CONTROL
 DS0537
 DS0537  NGVD 29 (??/??/92) 1200.690  (m)         3939.26   (f) ADJ UNCH    2 0
 DS0537
 DS0537.Superseded values are not recommended for survey control.
 DS0537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0537.See file dsdata.txt to determine how the superseded data were derived.
 DS0537
 DS0537_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS580536(NAD 83)
 DS0537_MARKER: DB = BENCH MARK DISK
 DS0537_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0537_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0537_STAMPING: H 241 1952
 DS0537_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0537+STABILITY: SURFACE MOTION
 DS0537
 DS0537  HISTORY     - Date     Condition        Report By
 DS0537  HISTORY     - 1952     MONUMENTED       CGS
 DS0537
 DS0537                          STATION DESCRIPTION
 DS0537
 DS0537'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DS0537'39.3 MI SW FROM TULAROSA.
 DS0537'28.3 MILES WEST ALONG OLD STATE HIGHWAY 52 FROM THE SOUTHERN PACIFIC
 DS0537'RAILROAD STATION AT TULAROSA, THENCE 11.0 MILES SOUTH ALONG A TRACK
 DS0537'ROAD, 45 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 3 FEET
 DS0537'SOUTHEAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 DS0537'PROJECTS 0.9 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0052 ***********************************************************************
 CX0052  DESIGNATION -  H 242
 CX0052  PID         -  CX0052
 CX0052  STATE/COUNTY-  NM/DONA ANA
 CX0052  USGS QUAD   -  LAKE LUCERO (1982)
 CX0052
 CX0052                         *CURRENT SURVEY CONTROL
 CX0052  ___________________________________________________________________
 CX0052* NAD 83(1986)-  32 43 56.     (N)    106 27 45.     (W)     SCALED    
 CX0052* NAVD 88     -      1223.147  (meters)    4012.94   (feet)  ADJUSTED  
 CX0052  ___________________________________________________________________
 CX0052  GEOID HEIGHT-         -23.18  (meters)                     GEOID03
 CX0052  DYNAMIC HT  -        1221.374 (meters)    4007.12  (feet)  COMP
 CX0052  MODELED GRAV-     979,146.0   (mgal)                       NAVD 88
 CX0052
 CX0052  VERT ORDER  -  SECOND    CLASS 0
 CX0052
 CX0052.The horizontal coordinates were scaled from a topographic map and have
 CX0052.an estimated accuracy of +/- 6 seconds.
 CX0052
 CX0052.The orthometric height was determined by differential leveling
 CX0052.and adjusted by the National Geodetic Survey in June 1991..
 CX0052
 CX0052.The geoid height was determined by GEOID03.
 CX0052
 CX0052.The dynamic height is computed by dividing the NAVD 88
 CX0052.geopotential number by the normal gravity value computed on the
 CX0052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0052.degrees latitude (g = 980.6199 gals.).
 CX0052
 CX0052.The modeled gravity was interpolated from observed gravity values.
 CX0052
 CX0052;                    North         East    Units  Estimated Accuracy
 CX0052;SPC NM C     -   192,080.      480,080.      MT  (+/- 180 meters Scaled)
 CX0052
 CX0052                          SUPERSEDED SURVEY CONTROL
 CX0052
 CX0052  NGVD 29 (??/??/92) 1222.573  (m)         4011.06   (f) ADJ UNCH    2 0
 CX0052
 CX0052.Superseded values are not recommended for survey control.
 CX0052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0052.See file dsdata.txt to determine how the superseded data were derived.
 CX0052
 CX0052_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS629225(NAD 83)
 CX0052_MARKER: DB = BENCH MARK DISK
 CX0052_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CX0052_SP_SET: MONUMENT
 CX0052_STAMPING: H 242 1952
 CX0052_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX0052
 CX0052  HISTORY     - Date     Condition        Report By
 CX0052  HISTORY     - 1952     MONUMENTED       CGS
 CX0052  HISTORY     - 1969     GOOD             NGS
 CX0052
 CX0052                          STATION DESCRIPTION
 CX0052
 CX0052'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 CX0052'25.6 MI N FROM WSMR HEADQUARTERS.
 CX0052'4.2 MILES NORTH ALONG MAIN ACCESS ROAD FROM WHITE SANDS MISSILE RANGE
 CX0052'HEADQUARTERS.  THENCE 4.6 MILES NORTHEAST ALONG U.S. HIGHWAY 70.
 CX0052'THENCE 19.0 MILES WEST AND NORTH ALONG WSMR ROUTE 7.  IT IS 114 FEET
 CX0052'WEST OF THE CENTERLINE OF WSMR ROUTE 7, 111 FEET SOUTHWEST OF THE WEST
 CX0052'END OF A METAL CULVERT, 3 FEET NORTH OF A 4X4 WOODEN WITNESS POST, SET
 CX0052'IN THE TOP OF A CONCRETE MONUMENT, 12 INCHES IN DIAMETER, THAT
 CX0052'PROJECTS ABOUT 0.5 FOOT ABOVE THE SURFACE OF THE GROUND AND ABOUT 1
 CX0052'FOOT LOWER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0669 ***********************************************************************
 CX0669  DESIGNATION -  H 245
 CX0669  PID         -  CX0669
 CX0669  STATE/COUNTY-  NM/DONA ANA
 CX0669  USGS QUAD   -  LAS CRUCES (1978)
 CX0669
 CX0669                         *CURRENT SURVEY CONTROL
 CX0669  ___________________________________________________________________
 CX0669* NAD 83(1992)-  32 16 38.78102(N)    106 46 05.09806(W)     ADJUSTED  
 CX0669* NAVD 88     -      1183.102  (meters)    3881.56   (feet)  ADJUSTED  
 CX0669  ___________________________________________________________________
 CX0669  X           -  -1,557,508.647 (meters)                     COMP
 CX0669  Y           -  -5,169,122.556 (meters)                     COMP
 CX0669  Z           -   3,387,101.085 (meters)                     COMP
 CX0669  LAPLACE CORR-           3.69  (seconds)                    DEFLEC99
 CX0669  ELLIP HEIGHT-        1159.15  (meters)          (09/28/01) GPS OBS
 CX0669  GEOID HEIGHT-         -23.95  (meters)                     GEOID03
 CX0669  DYNAMIC HT  -        1181.347 (meters)    3875.80  (feet)  COMP
 CX0669  MODELED GRAV-     979,115.3   (mgal)                       NAVD 88
 CX0669
 CX0669  HORZ ORDER  -  FIRST
 CX0669  VERT ORDER  -  FIRST     CLASS II
 CX0669  ELLP ORDER  -  FOURTH    CLASS I
 CX0669
 CX0669.The horizontal coordinates were established by GPS observations
 CX0669.and adjusted by the National Geodetic Survey in December 1993..
 CX0669
 CX0669.The orthometric height was determined by differential leveling
 CX0669.and adjusted by the National Geodetic Survey in June 1991..
 CX0669
 CX0669.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CX0669
 CX0669.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX0669
 CX0669.The ellipsoidal height was determined by GPS observations
 CX0669.and is referenced to NAD 83.
 CX0669
 CX0669.The geoid height was determined by GEOID03.
 CX0669
 CX0669.The dynamic height is computed by dividing the NAVD 88
 CX0669.geopotential number by the normal gravity value computed on the
 CX0669.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0669.degrees latitude (g = 980.6199 gals.).
 CX0669
 CX0669.The modeled gravity was interpolated from observed gravity values.
 CX0669
 CX0669;                    North         East     Units Scale Factor Converg.
 CX0669;SPC NM C     -   141,746.795   451,197.308   MT  0.99992936   -0 16 36.0
 CX0669;SPC NM C     -   465,047.61  1,480,303.17   sFT  0.99992936   -0 16 36.0
 CX0669;UTM  13      - 3,572,560.665   333,488.524   MT  0.99994192   -0 56 39.9
 CX0669
 CX0669!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX0669!SPC NM C     -   0.99981803  x   0.99992936  =   0.99974740
 CX0669!UTM  13      -   0.99981803  x   0.99994192  =   0.99975996
 CX0669
 CX0669                          SUPERSEDED SURVEY CONTROL
 CX0669
 CX0669  ELLIP H (12/21/93) 1159.10   (m)                       GP(       ) 4 1
 CX0669  NAD 83(1986)-  32 16 38.78912(N)    106 46 05.09786(W) AD(       ) 1
 CX0669  NAVD 88 (02/25/92) 1183.10   (m)         3881.6    (f) LEVELING    3  
 CX0669  NGVD 29 (??/??/92) 1182.550  (m)         3879.75   (f) ADJ UNCH    1 2
 CX0669
 CX0669.Superseded values are not recommended for survey control.
 CX0669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0669.See file dsdata.txt to determine how the superseded data were derived.
 CX0669
 CX0669_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR3348972561(NAD 83)
 CX0669_MARKER: DB = BENCH MARK DISK
 CX0669_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX0669_SP_SET: CONCRETE POST
 CX0669_STAMPING: H 245 1952
 CX0669_MARK LOGO: CGS   
 CX0669_PROJECTION: PROJECTING 5 CENTIMETERS
 CX0669_MAGNETIC: N = NO MAGNETIC MATERIAL
 CX0669_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX0669+STABILITY: SURFACE MOTION
 CX0669_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CX0669+SATELLITE: SATELLITE OBSERVATIONS - January 13, 2005
 CX0669
 CX0669  HISTORY     - Date     Condition        Report By
 CX0669  HISTORY     - 1952     MONUMENTED       CGS
 CX0669  HISTORY     - 1981     GOOD             NGS
 CX0669  HISTORY     - 19910510 GOOD             NM0470
 CX0669  HISTORY     - 20050113 GOOD             NMHD
 CX0669
 CX0669                          STATION DESCRIPTION
 CX0669
 CX0669'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CX0669'IN MESILLA PARK.
 CX0669'AT MESILLA PARK, 297 FEET NORTHWEST OF THE WEST CORNER OF THE
 CX0669'ATCHISON, TOPEKA AND SANTA FE RAILROAD STATION, 2 POLES NORTHWEST OF
 CX0669'MILEPOST 1115, 53 FEET SOUTHWEST OF THE CENTER LINE OF U.S. HIGHWAYS
 CX0669'80 AND 85, 54 FEET SOUTHEAST OF THE CENTER LINE OF WEST SIXTH AVENUE,
 CX0669'24.5 FEET EAST OF A SWITCH BOX, 35 FEET NORTHEAST OF THE NORTHEAST
 CX0669'RAIL OF THE MAIN TRACK, 2.3 FEET NORTHWEST OF A WITNESS POST, SET IN
 CX0669'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 CX0669
 CX0669                          STATION RECOVERY (1981)
 CX0669
 CX0669'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CX0669'0.3 KM (0.2 MI) NORTHWEST ALONG STATE HIGHWAY 478 (SOUTH MAIN STREET)
 CX0669'FROM THE POST OFFICE IN MESILLA PARK, 1-1/2 POLES NORTHWEST OF
 CX0669'RAILROAD MILE POST 1115, AT THE INTERSECTION OF CONWAY AVENUE,
 CX0669'90.5 METERS (297.0 FT) NORTHWEST OF THE WEST CORNER OF THE OLD
 CX0669'RAILROAD STATION, 22.2 METERS (73.0 FT) SOUTHWEST OF THE CENTERLINE
 CX0669'OF THE HIGHWAY, 16.5 METERS (54.2 FT) SOUTHEAST OF THE CENTER OF
 CX0669'THE AVENUE, 12.6 METERS (41.2 FT) WEST-NORTHWEST OF A UTILITY POLE
 CX0669'WITH STREET LAMP, 7.5 METERS (24.5 FT) EAST OF A RAILROAD SWITCH
 CX0669'B0X AND 0.3 METER (1.0 FT) SOUTHEAST OF A RAIL BARRIER.
 CX0669'THE MARK IS 0.5 METERS  NW FROM A WITNESS POST.
 CX0669'THE MARK IS ABOVE LEVEL WITH THE AVENUE.
 CX0669
 CX0669                          STATION RECOVERY (1991)
 CX0669
 CX0669'RECOVERY NOTE BY CITY OF LAS CRUCES NEW MEXICO 1991
 CX0669'THE STATION IS LOCATED 0.3 KM (0.2 MI) NORTHWEST OF MESILLA PARK AT
 CX0669'THE INTERSECTION OF STATE HIGHWAY 478 (SOUTH MAIN ST) AND CONWAY AVE.
 CX0669'IT IS 0.3 KM (0.2 MI) NORTHWEST FROM THE POST OFFICE IN MESILLA PARK,
 CX0669'1-1/2 POLES NORTHWEST OF RAILROAD MILE POST 1115, 90.5 M (296.9 FT)
 CX0669'NORTHWEST OF THE WEST CORNER OF THE OLD RAILROAD STATION, 22.9 M
 CX0669'(75.1 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWLAY, 16.5 M
 CX0669'(54.1 FT) SOUTHEAST OF THE CENTER OF THE AVENUE, 12.6 M (41.3 FT)
 CX0669'WEST-NORTHWEST OF A UTILITY POLE WITH STREET LAMP, 7.5 M (24.6 FT)
 CX0669'EAST OF A RAILROAD SWITCH BOX AND 0.3 M (1.0 FT) SOUTHEAST OF A RAIL
 CX0669'BARRIER.
 CX0669'STATION IS A STANDARD CGS BENCHMARK DISK STAMPED ---H 245 1952--- SET
 CX0669'INTO THE TOP OF A CONCRETE POST PROJECTING 5 CM, ABOUT LEVEL WITH THE
 CX0669'AVENUE, 0.5 M (1.6 FT) NORTHWEST FROM A WITNESS POST.
 CX0669
 CX0669                          STATION RECOVERY (2005)
 CX0669
 CX0669'RECOVERY NOTE BY NM HIGHWAY DEPT 2005 (WAB)
 CX0669' 
 CX0669'DESCRIPTION IS ADEQUATE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0849 ***********************************************************************
 CX0849  DESIGNATION -  H 247
 CX0849  PID         -  CX0849
 CX0849  STATE/COUNTY-  NM/DONA ANA
 CX0849  USGS QUAD   -  RINCON (1978)
 CX0849
 CX0849                         *CURRENT SURVEY CONTROL
 CX0849  ___________________________________________________________________
 CX0849* NAD 83(1986)-  32 40 06.     (N)    107 05 42.     (W)     SCALED    
 CX0849* NAVD 88     -      1232.041  (meters)    4042.12   (feet)  ADJUSTED  
 CX0849  ___________________________________________________________________
 CX0849  GEOID HEIGHT-         -23.78  (meters)                     GEOID03
 CX0849  DYNAMIC HT  -        1230.233 (meters)    4036.19  (feet)  COMP
 CX0849  MODELED GRAV-     979,128.7   (mgal)                       NAVD 88
 CX0849
 CX0849  VERT ORDER  -  FIRST     CLASS II
 CX0849
 CX0849.The horizontal coordinates were scaled from a topographic map and have
 CX0849.an estimated accuracy of +/- 6 seconds.
 CX0849
 CX0849.The orthometric height was determined by differential leveling
 CX0849.and adjusted by the National Geodetic Survey in June 1991..
 CX0849
 CX0849.The geoid height was determined by GEOID03.
 CX0849
 CX0849.The dynamic height is computed by dividing the NAVD 88
 CX0849.geopotential number by the normal gravity value computed on the
 CX0849.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0849.degrees latitude (g = 980.6199 gals.).
 CX0849
 CX0849.The modeled gravity was interpolated from observed gravity values.
 CX0849
 CX0849;                    North         East    Units  Estimated Accuracy
 CX0849;SPC NM C     -   185,290.      420,750.      MT  (+/- 180 meters Scaled)
 CX0849
 CX0849                          SUPERSEDED SURVEY CONTROL
 CX0849
 CX0849  NGVD 29 (??/??/92) 1231.460  (m)         4040.22   (f) ADJ UNCH    1 2
 CX0849
 CX0849.Superseded values are not recommended for survey control.
 CX0849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0849.See file dsdata.txt to determine how the superseded data were derived.
 CX0849
 CX0849_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS035164(NAD 83)
 CX0849_MARKER: DB = BENCH MARK DISK
 CX0849_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX0849_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CX0849_STAMPING: H 247 1952
 CX0849_PROJECTION: FLUSH
 CX0849_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX0849+STABILITY: SURFACE MOTION
 CX0849
 CX0849  HISTORY     - Date     Condition        Report By
 CX0849  HISTORY     - 1952     MONUMENTED       CGS
 CX0849  HISTORY     - 1981     GOOD             NGS
 CX0849
 CX0849                          STATION DESCRIPTION
 CX0849
 CX0849'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CX0849'1.7 MI SW FROM RINCON.
 CX0849'1.7 MILES SOUTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 CX0849'FROM THE STATION AT RINCON, AT A ROAD CROSSING, 145.4 FEET SOUTH OF
 CX0849'THE SOUTH RAIL, 38 FEET WEST OF THE CENTER LINE OF A PRIVATE DRIVEWAY,
 CX0849'37 FEET SOUTH OF THE CENTER LINE OF AN OILED ROAD, 32 FEET WEST OF A
 CX0849'FENCE CORNER, 2 FEET NORTH OF A FENCE, 1.7 FEET EAST OF A WITNESS
 CX0849'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE
 CX0849'THE GROUND.
 CX0849
 CX0849                          STATION RECOVERY (1981)
 CX0849
 CX0849'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CX0849'0.2 KM (0.1 MI) SOUTH ALONG FRANKLIN STREET FROM THE POST OFFICE
 CX0849'IN HATCH, THENCE 0.5 KM (0.3 MI) EAST ALONG EAST HALL STREET,
 CX0849'THENCE 5.0 KM (3.1 MI) ALONG STATE HIGHWAY 140, AT A DIRT ROAD
 CX0849'CROSSING, 0.6 KM (0.35 MI) EAST OF COUNTY ROAD E 8 LEADING SOUTH,
 CX0849'11.6 METERS (38.0 FT) WEST OF THE CENTER OF THE DIRT ROAD, 11.3 METERS
 CX0849'(37.0 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY, 9.7 METERS (32.0 FT)
 CX0849'WEST OF A FENCE CORNER AND 0.6 METER (2.0 FT) NORTH OF A FENCE.
 CX0849'THE MARK IS 0.5 METERS  W FROM A WITNESS POST.
 CX0849'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0138 ***********************************************************************
 CX0138  DESIGNATION -  H 248
 CX0138  PID         -  CX0138
 CX0138  STATE/COUNTY-  NM/OTERO
 CX0138  USGS QUAD   -  HOLLOMAN (1982)
 CX0138
 CX0138                         *CURRENT SURVEY CONTROL
 CX0138  ___________________________________________________________________
 CX0138* NAD 83(1986)-  32 50 24.     (N)    106 02 48.     (W)     SCALED    
 CX0138* NAVD 88     -      1251.758  (meters)    4106.81   (feet)  ADJUSTED  
 CX0138  ___________________________________________________________________
 CX0138  GEOID HEIGHT-         -22.62  (meters)                     GEOID03
 CX0138  DYNAMIC HT  -        1249.920 (meters)    4100.78  (feet)  COMP
 CX0138  MODELED GRAV-     979,127.1   (mgal)                       NAVD 88
 CX0138
 CX0138  VERT ORDER  -  SECOND    CLASS 0
 CX0138
 CX0138.The horizontal coordinates were scaled from a topographic map and have
 CX0138.an estimated accuracy of +/- 6 seconds.
 CX0138
 CX0138.The orthometric height was determined by differential leveling
 CX0138.and adjusted by the National Geodetic Survey in June 1991..
 CX0138
 CX0138.The geoid height was determined by GEOID03.
 CX0138
 CX0138.The dynamic height is computed by dividing the NAVD 88
 CX0138.geopotential number by the normal gravity value computed on the
 CX0138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0138.degrees latitude (g = 980.6199 gals.).
 CX0138
 CX0138.The modeled gravity was interpolated from observed gravity values.
 CX0138
 CX0138;                    North         East    Units  Estimated Accuracy
 CX0138;SPC NM C     -   204,030.      519,030.      MT  (+/- 180 meters Scaled)
 CX0138
 CX0138                          SUPERSEDED SURVEY CONTROL
 CX0138
 CX0138  NGVD 29 (??/??/92) 1251.155  (m)         4104.83   (f) ADJ UNCH    2 0
 CX0138
 CX0138.Superseded values are not recommended for survey control.
 CX0138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0138.See file dsdata.txt to determine how the superseded data were derived.
 CX0138
 CX0138_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDS020340(NAD 83)
 CX0138_MARKER: DB = BENCH MARK DISK
 CX0138_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX0138_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CX0138_STAMPING: H 248 1952
 CX0138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX0138+STABILITY: SURFACE MOTION
 CX0138
 CX0138  HISTORY     - Date     Condition        Report By
 CX0138  HISTORY     - 1952     MONUMENTED       CGS
 CX0138
 CX0138                          STATION DESCRIPTION
 CX0138
 CX0138'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CX0138'7.1 MI SW FROM ALAMOGORDO.
 CX0138'7.1 MILES SOUTHWEST ALONG U.S. HIGHWAY 70 FROM THE SOUTHERN PACIFIC
 CX0138'RAILROAD STATION AT ALAMOGORDO, 99 FEET NORTHWEST OF THE CENTER LINE
 CX0138'OF THE HIGHWAY, IN LINE WITH A ROW OF TELEPHONE POLES, 12 FEET
 CX0138'SOUTHWEST OF STEEL HIGHWAY RIGHT OF WAY MARKER 3140 + 0, 2.3 FEET
 CX0138'NORTHEAST OF A WITNESS POST, 1.8 FEET SOUTHEAST OF A FENCE, SET IN THE
 CX0138'TOP OF A CONCRETE POST WHICH PROJECTS 0.7 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0257 ***********************************************************************
 DR0257  DESIGNATION -  H 25
 DR0257  PID         -  DR0257
 DR0257  STATE/COUNTY-  NM/CHAVES
 DR0257  USGS QUAD   -  L-E RANCH (1975)
 DR0257
 DR0257                         *CURRENT SURVEY CONTROL
 DR0257  ___________________________________________________________________
 DR0257* NAD 83(1986)-  33 25 23.     (N)    104 09 56.     (W)     SCALED    
 DR0257* NAVD 88     -      1157.930  (meters)    3798.98   (feet)  POSTED    
 DR0257  ___________________________________________________________________
 DR0257  GEOID HEIGHT-         -23.20  (meters)                     GEOID03
 DR0257  DYNAMIC HT  -        1156.340 (meters)    3793.76  (feet)  COMP
 DR0257  MODELED GRAV-     979,224.6   (mgal)                       NAVD 88
 DR0257
 DR0257  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 DR0257
 DR0257.The horizontal coordinates were scaled from a topographic map and have
 DR0257.an estimated accuracy of +/- 6 seconds.
 DR0257
 DR0257.The orthometric height was determined by differential leveling
 DR0257.and adjusted by the National Geodetic Survey in 1992..
 DR0257.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 DR0257.rate of 4.1 thru 8.0 mm/km.
 DR0257
 DR0257.The geoid height was determined by GEOID03.
 DR0257
 DR0257.The dynamic height is computed by dividing the NAVD 88
 DR0257.geopotential number by the normal gravity value computed on the
 DR0257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0257.degrees latitude (g = 980.6199 gals.).
 DR0257
 DR0257.The modeled gravity was interpolated from observed gravity values.
 DR0257
 DR0257;                    North         East    Units  Estimated Accuracy
 DR0257;SPC NM E     -   268,680.      180,600.      MT  (+/- 180 meters Scaled)
 DR0257
 DR0257                          SUPERSEDED SURVEY CONTROL
 DR0257
 DR0257  NGVD 29 (??/??/92) 1157.424  (m)         3797.32   (f) ADJ UNCH    2 0
 DR0257
 DR0257.Superseded values are not recommended for survey control.
 DR0257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0257.See file dsdata.txt to determine how the superseded data were derived.
 DR0257
 DR0257_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES775985(NAD 83)
 DR0257_MARKER: DD = SURVEY DISK
 DR0257_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR0257_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DR0257_STAMPING: H 25 1930
 DR0257_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR0257+STABILITY: SURFACE MOTION
 DR0257
 DR0257  HISTORY     - Date     Condition        Report By
 DR0257  HISTORY     - 1930     MONUMENTED       USGS
 DR0257  HISTORY     - 1961     GOOD             NGS
 DR0257
 DR0257                          STATION DESCRIPTION
 DR0257
 DR0257'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 DR0257'22.6 MI E FROM ROSWELL.
 DR0257'0.15 MILE SOUTH ALONG SOUTH MAIN STREET FROM THE COURTHOUSE AT
 DR0257'ROSWELL, THENCE 21.2 MILES EAST ALONG U.S. HIGHWAY 380 TO THE CROSSING
 DR0257'OF THE OLD AND NEW HIGHWAYS, THENCE 1.25 MILES EAST ALONG THE OLD
 DR0257'HIGHWAY, 235 YARDS NORTH OF THE CENTERLINE OF THE NEW HIGHWAY, 220
 DR0257'YARDS NORTH OF A FENCE, 31 FEET NORTH OF THE CENTER OF THE OLD
 DR0257'HIGHWAY, 2 FEET WEST OF A METAL WITNESS POST WITH SIGN, LEVEL WITH
 DR0257'HIGHWAY SET IN TOP OF SQUARE CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1039 ***********************************************************************
 CX1039  DESIGNATION -  H 250
 CX1039  PID         -  CX1039
 CX1039  STATE/COUNTY-  NM/LUNA
 CX1039  USGS QUAD   -  WILLIAMS RANCH (1972)
 CX1039
 CX1039                         *CURRENT SURVEY CONTROL
 CX1039  ___________________________________________________________________
 CX1039* NAD 83(1986)-  32 22 02.     (N)    107 52 34.     (W)     SCALED    
 CX1039* NAVD 88     -      1390.747  (meters)    4562.81   (feet)  ADJUSTED  
 CX1039  ___________________________________________________________________
 CX1039  GEOID HEIGHT-         -24.45  (meters)                     GEOID03
 CX1039  DYNAMIC HT  -        1388.630 (meters)    4555.86  (feet)  COMP
 CX1039  MODELED GRAV-     979,068.3   (mgal)                       NAVD 88
 CX1039
 CX1039  VERT ORDER  -  FIRST     CLASS II
 CX1039
 CX1039.The horizontal coordinates were scaled from a topographic map and have
 CX1039.an estimated accuracy of +/- 6 seconds.
 CX1039
 CX1039.The orthometric height was determined by differential leveling
 CX1039.and adjusted by the National Geodetic Survey in June 1991..
 CX1039
 CX1039.The geoid height was determined by GEOID03.
 CX1039
 CX1039.The dynamic height is computed by dividing the NAVD 88
 CX1039.geopotential number by the normal gravity value computed on the
 CX1039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX1039.degrees latitude (g = 980.6199 gals.).
 CX1039
 CX1039.The modeled gravity was interpolated from observed gravity values.
 CX1039
 CX1039;                    North         East    Units  Estimated Accuracy
 CX1039;SPC NM W     -   151,590.      825,970.      MT  (+/- 180 meters Scaled)
 CX1039
 CX1039                          SUPERSEDED SURVEY CONTROL
 CX1039
 CX1039  NGVD 29 (??/??/92) 1390.010  (m)         4560.39   (f) ADJ UNCH    1 2
 CX1039
 CX1039.Superseded values are not recommended for survey control.
 CX1039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1039.See file dsdata.txt to determine how the superseded data were derived.
 CX1039
 CX1039_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBR293847(NAD 83)
 CX1039_MARKER: DB = BENCH MARK DISK
 CX1039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX1039_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CX1039_STAMPING: H 250 1952
 CX1039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX1039+STABILITY: SURFACE MOTION
 CX1039
 CX1039  HISTORY     - Date     Condition        Report By
 CX1039  HISTORY     - 1952     MONUMENTED       CGS
 CX1039
 CX1039                          STATION DESCRIPTION
 CX1039
 CX1039'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CX1039'10.1 MI NW FROM DEMING.
 CX1039'10.1 MILES NORTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 CX1039'FROM THE STATION AT DEMING, 90 FEET NORTHEAST OF THE NORTHEAST RAIL,
 CX1039'45 FEET NORTHEAST OF THE 5TH POLE NORTHWEST OF THE MILEPOST 9, 7.4
 CX1039'FEET SOUTHWEST OF A FENCE. 2.4 FEET SOUTHEAST OF A WITNESS POST, SET
 CX1039'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE
 CX1039'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0024 ***********************************************************************
 CY0024  DESIGNATION -  H 251
 CY0024  PID         -  CY0024
 CY0024  STATE/COUNTY-  NM/GRANT
 CY0024  USGS QUAD   -  HURLEY WEST (1992)
 CY0024
 CY0024                         *CURRENT SURVEY CONTROL
 CY0024  ___________________________________________________________________
 CY0024* NAD 83(1986)-  32 39 33.     (N)    108 12 58.     (W)     SCALED    
 CY0024* NAVD 88     -      1651.271  (meters)    5417.54   (feet)  ADJUSTED  
 CY0024  ___________________________________________________________________
 CY0024  GEOID HEIGHT-         -24.10  (meters)                     GEOID03
 CY0024  DYNAMIC HT  -        1648.678 (meters)    5409.04  (feet)  COMP
 CY0024  MODELED GRAV-     979,009.9   (mgal)                       NAVD 88
 CY0024
 CY0024  VERT ORDER  -  FIRST     CLASS II
 CY0024
 CY0024.The horizontal coordinates were scaled from a topographic map and have
 CY0024.an estimated accuracy of +/- 6 seconds.
 CY0024
 CY0024.The orthometric height was determined by differential leveling
 CY0024.and adjusted by the National Geodetic Survey in June 1991..
 CY0024
 CY0024.The geoid height was determined by GEOID03.
 CY0024
 CY0024.The dynamic height is computed by dividing the NAVD 88
 CY0024.geopotential number by the normal gravity value computed on the
 CY0024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0024.degrees latitude (g = 980.6199 gals.).
 CY0024
 CY0024.The modeled gravity was interpolated from observed gravity values.
 CY0024
 CY0024;                    North         East    Units  Estimated Accuracy
 CY0024;SPC NM W     -   184,020.      794,090.      MT  (+/- 180 meters Scaled)
 CY0024
 CY0024                          SUPERSEDED SURVEY CONTROL
 CY0024
 CY0024  NGVD 29 (??/??/92) 1650.397  (m)         5414.68   (f) ADJ UNCH    1 2
 CY0024
 CY0024.Superseded values are not recommended for survey control.
 CY0024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0024.See file dsdata.txt to determine how the superseded data were derived.
 CY0024
 CY0024_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYB610169(NAD 83)
 CY0024_MARKER: DB = BENCH MARK DISK
 CY0024_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CY0024_SP_SET: ABUTMENT
 CY0024_STAMPING: H 251 1952
 CY0024_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CY0024
 CY0024  HISTORY     - Date     Condition        Report By
 CY0024  HISTORY     - 1952     MONUMENTED       CGS
 CY0024
 CY0024                          STATION DESCRIPTION
 CY0024
 CY0024'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CY0024'8.7 MI SE FROM SILVER CITY.
 CY0024'8.7 MILES SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 CY0024'FROM THE STATION AT SILVER CITY, 4 POLES SOUTHEAST OF MILEPOST 38, 6.2
 CY0024'FEET SOUTHWEST OF THE SOUTHWEST RAIL, SET IN THE TOP OF THE SOUTHWEST
 CY0024'END OF THE SOUTHEAST ABUTMENT OF BRIDGE 37 A, 1 FOOT BELOW THE TOP OF
 CY0024'THE RAILS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1057 ***********************************************************************
 CX1057  DESIGNATION -  H 253
 CX1057  PID         -  CX1057
 CX1057  STATE/COUNTY-  NM/LUNA
 CX1057  USGS QUAD   -  RED MOUNTAIN (1965)
 CX1057
 CX1057                         *CURRENT SURVEY CONTROL
 CX1057  ___________________________________________________________________
 CX1057* NAD 83(1986)-  32 14 56.     (N)    107 56 12.     (W)     SCALED    
 CX1057* NAVD 88     -      1349.51   (+/-2cm)    4427.5    (feet)  VERTCON   
 CX1057  ___________________________________________________________________
 CX1057  GEOID HEIGHT-         -24.60  (meters)                     GEOID03
 CX1057
 CX1057  VERT ORDER  -  FIRST     CLASS II (See Below)
 CX1057
 CX1057.The horizontal coordinates were scaled from a topographic map and have
 CX1057.an estimated accuracy of +/- 6 seconds.
 CX1057
 CX1057.The NAVD 88 height was computed by applying the VERTCON shift value to
 CX1057.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CX1057.The vertical order pertains to the NGVD 29 superseded value.
 CX1057
 CX1057.The geoid height was determined by GEOID03.
 CX1057
 CX1057;                    North         East    Units  Estimated Accuracy
 CX1057;SPC NM W     -   138,470.      820,260.      MT  (+/- 180 meters Scaled)
 CX1057
 CX1057                          SUPERSEDED SURVEY CONTROL
 CX1057
 CX1057  NGVD 29 (??/??/92) 1348.824  (m)         4425.27   (f) ADJ UNCH    1 2
 CX1057
 CX1057.Superseded values are not recommended for survey control.
 CX1057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1057.See file dsdata.txt to determine how the superseded data were derived.
 CX1057
 CX1057_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBR233718(NAD 83)
 CX1057_MARKER: DB = BENCH MARK DISK
 CX1057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX1057_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CX1057_STAMPING: H 253 1952
 CX1057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX1057+STABILITY: SURFACE MOTION
 CX1057
 CX1057  HISTORY     - Date     Condition        Report By
 CX1057  HISTORY     - 1952     MONUMENTED       CGS
 CX1057  HISTORY     - 1980     MARK NOT FOUND   NGS
 CX1057
 CX1057                          STATION DESCRIPTION
 CX1057
 CX1057'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CX1057'10.7 MI W FROM DEMING.
 CX1057'10.7 MILES WEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATION
 CX1057'AT DEMING, 10 1/2 POLES EAST OF MILEPOST 1197, 2 RAILS WEST OF CULVERT
 CX1057'1197.31, 114 FEET NORTH OF THE CENTER LINE OF U.S. HIGHWAYS 70 AND 80,
 CX1057'56 FEET SOUTH OF THE SOUTH RAIL, 7 FEET NORTHWEST OF A TELEGRAPH POLE,
 CX1057'2 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 CX1057'WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 CX1057
 CX1057                          STATION RECOVERY (1980)
 CX1057
 CX1057'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CX1057'SEARCHED FOR BUT NOT RECOVERED ON THIS DATE.  THE AREA DESCRIBED HAS
 CX1057'BEEN GRADED AND THE MARK IS BELIEVED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0099 ***********************************************************************
 DR0099  DESIGNATION -  H 254
 DR0099  PID         -  DR0099
 DR0099  STATE/COUNTY-  NM/CHAVES
 DR0099  USGS QUAD   -  SOUTH SPRING (1975)
 DR0099
 DR0099                         *CURRENT SURVEY CONTROL
 DR0099  ___________________________________________________________________
 DR0099* NAD 83(1986)-  33 16 24.     (N)    104 25 39.     (W)     SCALED    
 DR0099* NAVD 88     -      1080.486  (meters)    3544.89   (feet)  ADJUSTED  
 DR0099  ___________________________________________________________________
 DR0099  GEOID HEIGHT-         -23.24  (meters)                     GEOID03
 DR0099  DYNAMIC HT  -        1079.001 (meters)    3540.02  (feet)  COMP
 DR0099  MODELED GRAV-     979,226.9   (mgal)                       NAVD 88
 DR0099
 DR0099  VERT ORDER  -  FIRST     CLASS II
 DR0099
 DR0099.The horizontal coordinates were scaled from a topographic map and have
 DR0099.an estimated accuracy of +/- 6 seconds.
 DR0099
 DR0099.The orthometric height was determined by differential leveling
 DR0099.and adjusted by the National Geodetic Survey in June 1991..
 DR0099
 DR0099.The geoid height was determined by GEOID03.
 DR0099
 DR0099.The dynamic height is computed by dividing the NAVD 88
 DR0099.geopotential number by the normal gravity value computed on the
 DR0099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0099.degrees latitude (g = 980.6199 gals.).
 DR0099
 DR0099.The modeled gravity was interpolated from observed gravity values.
 DR0099
 DR0099;                    North         East    Units  Estimated Accuracy
 DR0099;SPC NM E     -   252,070.      156,230.      MT  (+/- 180 meters Scaled)
 DR0099
 DR0099                          SUPERSEDED SURVEY CONTROL
 DR0099
 DR0099.No superseded survey control is available for this station.
 DR0099
 DR0099_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES533817(NAD 83)
 DR0099_MARKER: DB = BENCH MARK DISK
 DR0099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR0099_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DR0099_STAMPING: H 254 1957
 DR0099_MARK LOGO: CGS   
 DR0099_PROJECTION: PROJECTING 10 CENTIMETERS
 DR0099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR0099+STABILITY: SURFACE MOTION
 DR0099
 DR0099  HISTORY     - Date     Condition        Report By
 DR0099  HISTORY     - 1957     MONUMENTED       CGS
 DR0099  HISTORY     - 1982     GOOD             NGS
 DR0099
 DR0099                          STATION DESCRIPTION
 DR0099
 DR0099'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 DR0099'6.3 MI NW FROM DEXTER.
 DR0099'ABOUT 6.3 MILES NORTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 DR0099'RAILWAY FROM THE STATION AT DEXTER, 109 FEET NORTHEAST OF AND ACROSS
 DR0099'THE TRACK FROM MILEPOST 118, 95 FEET NORTHEAST OF THE NORTHEAST RAIL,
 DR0099'18 FEET NORTHWEST OF A TELEPHONE POLE, 1 FOOT SOUTHWEST OF A FENCE, 1
 DR0099'FOOT SOUTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT 3 FEET BELOW THE
 DR0099'LEVEL OF THE TRACK, AND IN THE TOP OF A CONCRETE POST PROJECTING 5
 DR0099'INCHES.
 DR0099
 DR0099                          STATION RECOVERY (1982)
 DR0099
 DR0099'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 DR0099'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  16.3 KM (10.1
 DR0099'MI) SOUTHERLY ALONG THE SANTA FE RAILROAD FROM THE RAILROAD STATION IN
 DR0099'ROSWELL, 0.5 KM (0.3 MI) SOUTH OF A DRIVEWAY LEADING EAST, 0.2 KM (0.1
 DR0099'MI) SOUTH OF THE JUNCTION OF STATE HIGHWAY 30, 33.2 METERS (108.9 FT)
 DR0099'NORTHEAST OF MILEPOST 118, 29.0 METERS (95.1 FT) NORTHEAST OF THE NEAR
 DR0099'RAIL AND 5.5 METERS (18.0 FT) NORTHWEST OF A UTILITY POLE.
 DR0099'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST AND FENCE
 DR0099'THE MARK IS 0.6 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0014 ***********************************************************************
 CW0014  DESIGNATION -  H 255
 CW0014  PID         -  CW0014
 CW0014  STATE/COUNTY-  NM/EDDY
 CW0014  USGS QUAD   -  ARTESIA (1975)
 CW0014
 CW0014                         *CURRENT SURVEY CONTROL
 CW0014  ___________________________________________________________________
 CW0014* NAD 83(1986)-  32 52 12.     (N)    104 23 58.     (W)     SCALED    
 CW0014* NAVD 88     -      1028.594  (meters)    3374.65   (feet)  ADJUSTED  
 CW0014  ___________________________________________________________________
 CW0014  GEOID HEIGHT-         -23.12  (meters)                     GEOID03
 CW0014  DYNAMIC HT  -        1027.174 (meters)    3369.99  (feet)  COMP
 CW0014  MODELED GRAV-     979,222.1   (mgal)                       NAVD 88
 CW0014
 CW0014  VERT ORDER  -  FIRST     CLASS II
 CW0014
 CW0014.The horizontal coordinates were scaled from a topographic map and have
 CW0014.an estimated accuracy of +/- 6 seconds.
 CW0014
 CW0014.The orthometric height was determined by differential leveling
 CW0014.and adjusted by the National Geodetic Survey in June 1991..
 CW0014
 CW0014.The geoid height was determined by GEOID03.
 CW0014
 CW0014.The dynamic height is computed by dividing the NAVD 88
 CW0014.geopotential number by the normal gravity value computed on the
 CW0014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0014.degrees latitude (g = 980.6199 gals.).
 CW0014
 CW0014.The modeled gravity was interpolated from observed gravity values.
 CW0014
 CW0014;                    North         East    Units  Estimated Accuracy
 CW0014;SPC NM E     -   207,340.      158,810.      MT  (+/- 180 meters Scaled)
 CW0014
 CW0014                          SUPERSEDED SURVEY CONTROL
 CW0014
 CW0014.No superseded survey control is available for this station.
 CW0014
 CW0014_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES561370(NAD 83)
 CW0014_MARKER: DB = BENCH MARK DISK
 CW0014_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CW0014_SP_SET: FOUNDATION
 CW0014_STAMPING: H 255 1957
 CW0014_MARK LOGO: CGS   
 CW0014_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CW0014
 CW0014  HISTORY     - Date     Condition        Report By
 CW0014  HISTORY     - 1957     MONUMENTED       CGS
 CW0014  HISTORY     - 1982     GOOD             NGS
 CW0014
 CW0014                          STATION DESCRIPTION
 CW0014
 CW0014'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 CW0014'1.85 MI N FROM ARTESIA.
 CW0014'ABOUT 1.85 MILES NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 CW0014'FROM THE STATION AT ARTESIA, 1 1/2 POLES SOUTH OF MILEPOST 148, SET
 CW0014'VERTICALLY IN THE WEST FACE OF THE CONCRETE FOUNDATION OF A LONG LOW
 CW0014'CORRUGATED METAL BUILDING, 98 1/2 FEET EAST OF THE EAST RAIL OF THE
 CW0014'MAIN TRACK, 97 FEET NORTH OF THE NORTHWEST CORNER OF THE MAIN BUILDING
 CW0014'OF THE ARTESIA ALFALFA GROWERS ASSOCIATION MILL, 3 FEET SOUTH OF THE
 CW0014'NORTHWEST CORNER OF THE BUILDING, 1 1/2 FEET ABOVE THE GROUND, AND
 CW0014'ABOUT LEVEL WITH THE TRACK.
 CW0014
 CW0014                          STATION RECOVERY (1982)
 CW0014
 CW0014'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CW0014'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0221 ***********************************************************************
 CW0221  DESIGNATION -  H 256
 CW0221  PID         -  CW0221
 CW0221  STATE/COUNTY-  NM/EDDY
 CW0221  USGS QUAD   -  KITCHEN COVE (1985)
 CW0221
 CW0221                         *CURRENT SURVEY CONTROL
 CW0221  ___________________________________________________________________
 CW0221* NAD 83(1986)-  32 15 04.     (N)    104 17 58.     (W)     SCALED    
 CW0221* NAVD 88     -      1038.333  (meters)    3406.60   (feet)  ADJUSTED  
 CW0221  ___________________________________________________________________
 CW0221  GEOID HEIGHT-         -24.49  (meters)                     GEOID03
 CW0221  DYNAMIC HT  -        1036.815 (meters)    3401.62  (feet)  COMP
 CW0221  MODELED GRAV-     979,142.6   (mgal)                       NAVD 88
 CW0221
 CW0221  VERT ORDER  -  FIRST     CLASS I
 CW0221
 CW0221.The horizontal coordinates were scaled from a topographic map and have
 CW0221.an estimated accuracy of +/- 6 seconds.
 CW0221
 CW0221.The orthometric height was determined by differential leveling
 CW0221.and adjusted by the National Geodetic Survey in June 1991..
 CW0221.WARNING-Repeat measurements at this control monument indicate possible
 CW0221.vertical movement.
 CW0221
 CW0221.The geoid height was determined by GEOID03.
 CW0221
 CW0221.The dynamic height is computed by dividing the NAVD 88
 CW0221.geopotential number by the normal gravity value computed on the
 CW0221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0221.degrees latitude (g = 980.6199 gals.).
 CW0221
 CW0221.The modeled gravity was interpolated from observed gravity values.
 CW0221
 CW0221;                    North         East    Units  Estimated Accuracy
 CW0221;SPC NM E     -   138,710.      168,190.      MT  (+/- 180 meters Scaled)
 CW0221
 CW0221                          SUPERSEDED SURVEY CONTROL
 CW0221
 CW0221  NGVD 29 (??/??/92) 1037.821  (m)         3404.92   (f) ADJ UNCH    1 1
 CW0221
 CW0221.Superseded values are not recommended for survey control.
 CW0221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0221.See file dsdata.txt to determine how the superseded data were derived.
 CW0221
 CW0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SER659684(NAD 83)
 CW0221_MARKER: DB = BENCH MARK DISK
 CW0221_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CW0221_SP_SET: CULVERT
 CW0221_STAMPING: H 256 1957
 CW0221_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CW0221
 CW0221  HISTORY     - Date     Condition        Report By
 CW0221  HISTORY     - 1957     MONUMENTED       CGS
 CW0221  HISTORY     - 1977     GOOD             NGS
 CW0221
 CW0221                          STATION DESCRIPTION
 CW0221
 CW0221'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 CW0221'12.8 MI S FROM CARLSBAD.
 CW0221'ABOUT 2.05 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 CW0221'FROM THE STATION AT CARLSBAD, THENCE 10.75 MILES SOUTH-SOUTHWEST ALONG
 CW0221'U. S. HIGHWAY 62 AND 180, ABOUT 0.05 MILE SOUTH OF THE CREST OF A
 CW0221'HILL, IN THE TOP OF THE SOUTH-SOUTHWEST END OF THE WEST-NORTHWEST
 CW0221'CONCRETE HEAD WALL OF A 3X5-FOOT BOX CULVERT, 30 FEET WEST-NORTHWEST
 CW0221'OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 2 FEET BELOW THE LEVEL OF
 CW0221'THE HIGHWAY.
 CW0221
 CW0221                          STATION RECOVERY (1977)
 CW0221
 CW0221'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CW0221'7.15 MILES NORTHEAST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE
 CW0221'JUNCTION OF STATE HIGHWAY 7, 13.0 MILES SOUTHWEST OF CARLSBAD,
 CW0221'AT MILEPOST 23, 23 FT. NORTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 CW0221'IN THE TOP OF THE SOUTHWEST END OF THE NORTHWEST CONCRETE HEAD WALL
 CW0221'OF A CONCRETE BOX CULVERT. 0.7 FT. NORTHEAST OF THE SOUTHWEST END OF
 CW0221'THE HEAD WALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0025 ***********************************************************************
 CW0025  DESIGNATION -  H 257
 CW0025  PID         -  CW0025
 CW0025  STATE/COUNTY-  NM/EDDY
 CW0025  USGS QUAD   -  ARTESIA (1975)
 CW0025
 CW0025                         *CURRENT SURVEY CONTROL
 CW0025  ___________________________________________________________________
 CW0025* NAD 83(1986)-  32 51 07.     (N)    104 27 52.     (W)     SCALED    
 CW0025* NAVD 88     -      1070.784  (meters)    3513.06   (feet)  ADJUSTED  
 CW0025  ___________________________________________________________________
 CW0025  GEOID HEIGHT-         -23.08  (meters)                     GEOID03
 CW0025  DYNAMIC HT  -        1069.295 (meters)    3508.18  (feet)  COMP
 CW0025  MODELED GRAV-     979,211.2   (mgal)                       NAVD 88
 CW0025
 CW0025  VERT ORDER  -  FIRST     CLASS II
 CW0025
 CW0025.This mark is at Artesia Airport (ATS)
 CW0025
 CW0025.The horizontal coordinates were scaled from a topographic map and have
 CW0025.an estimated accuracy of +/- 6 seconds.
 CW0025
 CW0025.The orthometric height was determined by differential leveling
 CW0025.and adjusted by the National Geodetic Survey in June 1991..
 CW0025
 CW0025.The geoid height was determined by GEOID03.
 CW0025
 CW0025.The dynamic height is computed by dividing the NAVD 88
 CW0025.geopotential number by the normal gravity value computed on the
 CW0025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0025.degrees latitude (g = 980.6199 gals.).
 CW0025
 CW0025.The modeled gravity was interpolated from observed gravity values.
 CW0025
 CW0025;                    North         East    Units  Estimated Accuracy
 CW0025;SPC NM E     -   205,340.      152,730.      MT  (+/- 180 meters Scaled)
 CW0025
 CW0025                          SUPERSEDED SURVEY CONTROL
 CW0025
 CW0025  NGVD 29 (??/??/92) 1070.314  (m)         3511.52   (f) ADJ UNCH    1 2
 CW0025
 CW0025.Superseded values are not recommended for survey control.
 CW0025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0025.See file dsdata.txt to determine how the superseded data were derived.
 CW0025
 CW0025_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES501350(NAD 83)
 CW0025_MARKER: DB = BENCH MARK DISK
 CW0025_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CW0025_SP_SET: LIGHT STRUCTURE
 CW0025_STAMPING: H 257 1957
 CW0025_MARK LOGO: CGS   
 CW0025_MAGNETIC: N = NO MAGNETIC MATERIAL
 CW0025_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CW0025
 CW0025  HISTORY     - Date     Condition        Report By
 CW0025  HISTORY     - 1957     MONUMENTED       CGS
 CW0025  HISTORY     - 19960609 GOOD             CHANCE
 CW0025
 CW0025                          STATION DESCRIPTION
 CW0025
 CW0025'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 CW0025'4.5 MI W FROM ARTESIA.
 CW0025'ABOUT 0.05 MILE SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 CW0025'FROM THE STATION AT ARTESIA, THENCE 3.5 MILES WEST ALONG STATE HIGHWAY
 CW0025'83, THENCE 0.85 MILE NORTHWEST ALONG THE ROAD TO THE ARTESIA MUNICIPAL
 CW0025'AIRPORT, IN THE TOP OF THE SOUTHEAST CORNER OF THE CONCRETE BASE OF
 CW0025'THE WIND SOCK, ABOUT 0.1 MILE SOUTHWEST OF THE ADMINISTRATION
 CW0025'BUILDING, AND 2 INCHES ABOVE THE GROUND.
 CW0025
 CW0025                          STATION RECOVERY (1996)
 CW0025
 CW0025'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (MFY)
 CW0025'RECOVERY NOTE BY CHANCE 1996 RECOVERED IN GOOD CONDITION.  A NEW AND
 CW0025'COMPLETE DESCRIPTION FOLLOWS THE STATION IS LOCATED APPROXIMATELY 5.5
 CW0025'KM (3.40 MI) WEST-NORTHWEST OF THE CITY OF ARTESIA AT THE ARTESIA
 CW0025'MUNICIPAL AIRPORT.  OWNERSHIP -- CITY OF ARTESIA, BOB BISHOP - AIRPORT
 CW0025'MANAGER, PHONE (505) 746-4612 TO REACH THE STATION FROM THE JUNCTION
 CW0025'OF US HIGHWAYS 285 AND 82 IN ARTESIA, PROCEED WEST ON US HIGHWAY 82
 CW0025'FOR 5.45 KM (3.40 MI) TO THE JUNCTION WITH THE AIRPORT ROAD ON THE
 CW0025'RIGHT.  TURN RIGHT ON GO NORTH ON THE AIRPORT ROAD FOR 1.45 KM (0.90
 CW0025'MI) TO THE GATE.  PROCEED SOUTH ACROSS THE TAXIWAY FOR 0.16 KM (0.10
 CW0025'MI) TO A WIND SOCK SOUTHWEST OF THE TERMINAL BUILDING AND THE STATION
 CW0025'ON THE SOUTHEAST CORNER OF THE CONCRETE BASE OF THE WIND SOCK THE
 CW0025'STATION IS A BENCH MARK DISK SET INTO THE BASE OF A LIGHT STRUCTURE
 CW0025'AND PROJECTING 2 INCHES ABOVE THE GROUND.  THE STATION IS LOCATED
 CW0025'15.71 M (51.54 FT) SOUTH OF A NORTH CONCRETE BLOCK, 15.66 M (51.38 FT)
 CW0025'EAST OF A WEST CONCRETE BLOCK, AND 14.7 M (48.2 FT) WEST OF AN EAST
 CW0025'CONCRETE BLOCK
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0182 ***********************************************************************
 CW0182  DESIGNATION -  H 258
 CW0182  PID         -  CW0182
 CW0182  STATE/COUNTY-  NM/EDDY
 CW0182  USGS QUAD   -  RED BLUFF (1985)
 CW0182
 CW0182                         *CURRENT SURVEY CONTROL
 CW0182  ___________________________________________________________________
 CW0182* NAD 83(1986)-  32 05 38.     (N)    104 02 39.     (W)     SCALED    
 CW0182* NAVD 88     -       886.361  (meters)    2908.00   (feet)  ADJUSTED  
 CW0182  ___________________________________________________________________
 CW0182  GEOID HEIGHT-         -25.47  (meters)                     GEOID03
 CW0182  DYNAMIC HT  -         885.065 (meters)    2903.75  (feet)  COMP
 CW0182  MODELED GRAV-     979,148.1   (mgal)                       NAVD 88
 CW0182
 CW0182  VERT ORDER  -  FIRST     CLASS II
 CW0182
 CW0182.The horizontal coordinates were scaled from a topographic map and have
 CW0182.an estimated accuracy of +/- 6 seconds.
 CW0182
 CW0182.The orthometric height was determined by differential leveling
 CW0182.and adjusted by the National Geodetic Survey in June 1991..
 CW0182
 CW0182.The geoid height was determined by GEOID03.
 CW0182
 CW0182.The dynamic height is computed by dividing the NAVD 88
 CW0182.geopotential number by the normal gravity value computed on the
 CW0182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0182.degrees latitude (g = 980.6199 gals.).
 CW0182
 CW0182.The modeled gravity was interpolated from observed gravity values.
 CW0182
 CW0182;                    North         East    Units  Estimated Accuracy
 CW0182;SPC NM E     -   121,320.      192,290.      MT  (+/- 180 meters Scaled)
 CW0182
 CW0182                          SUPERSEDED SURVEY CONTROL
 CW0182
 CW0182  NGVD 29 (??/??/92)  885.886  (m)         2906.44   (f) ADJ UNCH    1 2
 CW0182
 CW0182.Superseded values are not recommended for survey control.
 CW0182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0182.See file dsdata.txt to determine how the superseded data were derived.
 CW0182
 CW0182_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SER901512(NAD 83)
 CW0182_MARKER: DB = BENCH MARK DISK
 CW0182_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CW0182_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CW0182_STAMPING: H 258 1957
 CW0182_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CW0182+STABILITY: SURFACE MOTION
 CW0182
 CW0182  HISTORY     - Date     Condition        Report By
 CW0182  HISTORY     - 1957     MONUMENTED       CGS
 CW0182
 CW0182                          STATION DESCRIPTION
 CW0182
 CW0182'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 CW0182'9.35 MI S FROM MALAGA.
 CW0182'ABOUT 9.35 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 CW0182'FROM THE STATION AT MALAGA, 89 1/2 FEET NORTHWEST OF THE 2ND POLE
 CW0182'SOUTH OF MILEPOST 209, 90 1/2 FEET WEST OF THE WEST RAIL, 37 FEET EAST
 CW0182'OF THE CENTER LINE OF A ROAD, 2 1/2 FEET WEST OF THE WEST RIGHT OF WAY
 CW0182'FENCE, 2 1/2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT
 CW0182'ABOVE THE LEVEL OF THE TRACK, AND IN THE TOP OF A CONCRETE POST
 CW0182'PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0262 ***********************************************************************
 CW0262  DESIGNATION -  H 259
 CW0262  PID         -  CW0262
 CW0262  STATE/COUNTY-  NM/EDDY
 CW0262  USGS QUAD   -  GRAPEVINE DRAW (1978)
 CW0262
 CW0262                         *CURRENT SURVEY CONTROL
 CW0262  ___________________________________________________________________
 CW0262* NAD 83(1986)-  32 01 01.     (N)    104 34 32.     (W)     SCALED    
 CW0262* NAVD 88     -      1252.756  (meters)    4110.08   (feet)  ADJUSTED  
 CW0262  ___________________________________________________________________
 CW0262  GEOID HEIGHT-         -23.61  (meters)                     GEOID03
 CW0262  DYNAMIC HT  -        1250.858 (meters)    4103.86  (feet)  COMP
 CW0262  MODELED GRAV-     979,081.1   (mgal)                       NAVD 88
 CW0262
 CW0262  VERT ORDER  -  FIRST     CLASS I
 CW0262
 CW0262.The horizontal coordinates were scaled from a topographic map and have
 CW0262.an estimated accuracy of +/- 6 seconds.
 CW0262
 CW0262.The orthometric height was determined by differential leveling
 CW0262.and adjusted by the National Geodetic Survey in June 1991..
 CW0262
 CW0262.The geoid height was determined by GEOID03.
 CW0262
 CW0262.The dynamic height is computed by dividing the NAVD 88
 CW0262.geopotential number by the normal gravity value computed on the
 CW0262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0262.degrees latitude (g = 980.6199 gals.).
 CW0262
 CW0262.The modeled gravity was interpolated from observed gravity values.
 CW0262
 CW0262;                    North         East    Units  Estimated Accuracy
 CW0262;SPC NM E     -   112,770.      142,120.      MT  (+/- 180 meters Scaled)
 CW0262
 CW0262                          SUPERSEDED SURVEY CONTROL
 CW0262
 CW0262  NGVD 29 (??/??/92) 1252.192  (m)         4108.23   (f) ADJ UNCH    1 1
 CW0262
 CW0262.Superseded values are not recommended for survey control.
 CW0262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0262.See file dsdata.txt to determine how the superseded data were derived.
 CW0262
 CW0262_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SER400423(NAD 83)
 CW0262_MARKER: DB = BENCH MARK DISK
 CW0262_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CW0262_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CW0262_STAMPING: H 259 1958
 CW0262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CW0262+STABILITY: SURFACE MOTION
 CW0262
 CW0262  HISTORY     - Date     Condition        Report By
 CW0262  HISTORY     - 1958     MONUMENTED       CGS
 CW0262  HISTORY     - 1977     GOOD             NGS
 CW0262
 CW0262                          STATION DESCRIPTION
 CW0262
 CW0262'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CW0262'17.8 MI SW FROM WHITES CITY.
 CW0262'ABOUT 0.1 MILE SOUTHEAST ALONG STATE HIGHWAY 7 FROM THE POST OFFICE AT
 CW0262'WHITES CITY, THENCE 2.1 MILES SOUTHWEST ALONG U. S. HIGHWAYS 62 AND
 CW0262'180, THENCE 3.8 MILES SOUTHWEST ALONG OLD HIGHWAY 62, THENCE ABOUT 1.0
 CW0262'MILE SOUTHWEST ALONG THE BOTTOM OF A CANYON DRAW TO THE WASHINGTON
 CW0262'CAMP, THENCE 5.6 MILES SOUTHWEST ALONG A COUNTY ROAD, THENCE 5.2 MILES
 CW0262'SOUTHWEST ALONG A TRAIL ROAD WHICH WAS FORMERLY THE OLD HIGHWAY, 76
 CW0262'FEET EAST-SOUTHEAST OF THE CENTER LINE OF THE ROAD, AT THE SOUTHWEST
 CW0262'END OF A SMALL CURVE, 2 1/2 FEET NORTHEAST OF A CONCRETE WITNESS POST,
 CW0262'ABOUT 3 FEET ABOVE THE LEVEL OF THE ROAD, AND IN THE TOP OF A CONCRETE
 CW0262'POST PROJECTING 6 INCHES.  NOTE-- THIS MARK IS 1.0 MILES NORTHEAST OF
 CW0262'B. M. A 33.
 CW0262
 CW0262                          STATION RECOVERY (1977)
 CW0262
 CW0262'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CW0262'6.5 MILES SOUTHWEST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE
 CW0262'JUNCTION OF STATE HIGHWAY 7, THENCE 6.2 MILES SOUTHWEST ALONG A
 CW0262'PAVED COUNTY ROAD (TO SLAUGHTER CANYON AND NEW CAVE) TO THE
 CW0262'END OF PAVEMENT AND THE JUNCTION OF TWO GRAVEL ROADS,
 CW0262'THENCE 1.75 MILES SOUTHWEST TO A FORKED JUNCTION WITH A ROAD
 CW0262'LEADING SOUTH, THENCU 4.6 MILES SOUTHWEST ALONG A ROCKY ROAD
 CW0262'FORMERLY KNOWN AS THE 1933 ROUTE OF U.S. HIGHWAY 62,
 CW0262'76 FT. EAST OF THE CENTER LINE OF THE ROAD, AT THE SOUTHWEST
 CW0262'END OF A SMALL CURVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0647 ***********************************************************************
 DR0647  DESIGNATION -  H 26
 DR0647  PID         -  DR0647
 DR0647  STATE/COUNTY-  NM/OTERO
 DR0647  USGS QUAD   -  APACHE SUMMIT (1979)
 DR0647
 DR0647                         *CURRENT SURVEY CONTROL
 DR0647  ___________________________________________________________________
 DR0647* NAD 83(1986)-  33 13 54.     (N)    105 41 20.     (W)     SCALED    
 DR0647* NAVD 88     -      2300.686  (meters)    7548.17   (feet)  ADJUSTED  
 DR0647  ___________________________________________________________________
 DR0647  GEOID HEIGHT-         -19.77  (meters)                     GEOID03
 DR0647  DYNAMIC HT  -        2297.005 (meters)    7536.09  (feet)  COMP
 DR0647  MODELED GRAV-     978,953.4   (mgal)                       NAVD 88
 DR0647
 DR0647  VERT ORDER  -  FIRST     CLASS II
 DR0647
 DR0647.The horizontal coordinates were scaled from a topographic map and have
 DR0647.an estimated accuracy of +/- 6 seconds.
 DR0647
 DR0647.The orthometric height was determined by differential leveling
 DR0647.and adjusted by the National Geodetic Survey in June 1991..
 DR0647
 DR0647.The geoid height was determined by GEOID03.
 DR0647
 DR0647.The dynamic height is computed by dividing the NAVD 88
 DR0647.geopotential number by the normal gravity value computed on the
 DR0647.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0647.degrees latitude (g = 980.6199 gals.).
 DR0647
 DR0647.The modeled gravity was interpolated from observed gravity values.
 DR0647
 DR0647;                    North         East    Units  Estimated Accuracy
 DR0647;SPC NM C     -   247,580.      552,300.      MT  (+/- 180 meters Scaled)
 DR0647
 DR0647                          SUPERSEDED SURVEY CONTROL
 DR0647
 DR0647  NGVD 29 (??/??/92) 2299.808  (m)         7545.29   (f) ADJ UNCH    1 2
 DR0647
 DR0647.Superseded values are not recommended for survey control.
 DR0647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0647.See file dsdata.txt to determine how the superseded data were derived.
 DR0647
 DR0647_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDS358771(NAD 83)
 DR0647_MARKER: DB = BENCH MARK DISK
 DR0647_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DR0647_SP_SET: CULVERT
 DR0647_STAMPING: 7545.287 H 26 1933
 DR0647_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR0647
 DR0647  HISTORY     - Date     Condition        Report By
 DR0647  HISTORY     - 1933     MONUMENTED       CGS
 DR0647  HISTORY     - 1934     GOOD             NGS
 DR0647  HISTORY     - 1963     MARK NOT FOUND   USGS
 DR0647
 DR0647                          STATION DESCRIPTION
 DR0647
 DR0647'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DR0647'7.7 MI NE FROM MESCALERO.
 DR0647'7.7 MILES NORTHEAST ALONG U.S. HIGHWAY 70 FROM MESCALERO, OTERO
 DR0647'COUNTY, NORTH OF A TILLED FIELD, AT A 2- BY 4-FOOT CONCRETE-BOX
 DR0647'CULVERT, AND IN THE TOP OF THE EAST END OF THE NORTH HEADWALL.  A
 DR0647'STANDARD DISK, STAMPED 7545.287 H 26 1933.
 DR0647
 DR0647                          STATION RECOVERY (1963)
 DR0647
 DR0647'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 DR0647'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0247 ***********************************************************************
 DR0247  DESIGNATION -  H 26
 DR0247  PID         -  DR0247
 DR0247  STATE/COUNTY-  NM/CHAVES
 DR0247  USGS QUAD   -  L-E RANCH (1975)
 DR0247
 DR0247                         *CURRENT SURVEY CONTROL
 DR0247  ___________________________________________________________________
 DR0247* NAD 83(1986)-  33 24 26.     (N)    104 12 25.     (W)     SCALED    
 DR0247* NAVD 88     -      1145.458  (meters)    3758.06   (feet)  POSTED    
 DR0247  ___________________________________________________________________
 DR0247  GEOID HEIGHT-         -23.20  (meters)                     GEOID03
 DR0247  DYNAMIC HT  -        1143.890 (meters)    3752.91  (feet)  COMP
 DR0247  MODELED GRAV-     979,227.2   (mgal)                       NAVD 88
 DR0247
 DR0247  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 DR0247
 DR0247.The horizontal coordinates were scaled from a topographic map and have
 DR0247.an estimated accuracy of +/- 6 seconds.
 DR0247
 DR0247.The orthometric height was determined by differential leveling
 DR0247.and adjusted by the National Geodetic Survey in 1992..
 DR0247.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 DR0247.rate of 1.1 thru 2.0 mm/km.
 DR0247
 DR0247.The geoid height was determined by GEOID03.
 DR0247
 DR0247.The dynamic height is computed by dividing the NAVD 88
 DR0247.geopotential number by the normal gravity value computed on the
 DR0247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0247.degrees latitude (g = 980.6199 gals.).
 DR0247
 DR0247.The modeled gravity was interpolated from observed gravity values.
 DR0247
 DR0247;                    North         East    Units  Estimated Accuracy
 DR0247;SPC NM E     -   266,920.      176,760.      MT  (+/- 180 meters Scaled)
 DR0247
 DR0247                          SUPERSEDED SURVEY CONTROL
 DR0247
 DR0247  NGVD 29 (??/??/92) 1144.954  (m)         3756.40   (f) ADJ UNCH    2 0
 DR0247
 DR0247.Superseded values are not recommended for survey control.
 DR0247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0247.See file dsdata.txt to determine how the superseded data were derived.
 DR0247
 DR0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES737967(NAD 83)
 DR0247_MARKER: Z = SEE DESCRIPTION
 DR0247_SETTING: 0 = UNSPECIFIED SETTING
 DR0247_STAMPING: H 26 1930
 DR0247_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR0247
 DR0247  HISTORY     - Date     Condition        Report By
 DR0247  HISTORY     - 1930     MONUMENTED       USGS
 DR0247  HISTORY     - 1943     GOOD             NGS
 DR0247
 DR0247                          STATION DESCRIPTION
 DR0247
 DR0247'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 DR0247'8.1 MI E FROM ROSWELL.
 DR0247'ABOUT 8.1 MILES EAST ALONG U. S. HIGHWAY 380 FROM THE COURTHOUSE AT
 DR0247'ROSWELL, N.M., THENCE, 2.0 MILES SOUTH ALONG A DIRT ROAD THRU A FIELD,
 DR0247'THENCE, 12.6 MILES EAST ALONG THE OLD HIGHWAY GRADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0247 ***********************************************************************
 GM0247  DESIGNATION -  H 26
 GM0247  PID         -  GM0247
 GM0247  STATE/COUNTY-  NM/COLFAX
 GM0247  USGS QUAD   -  EAGLE NEST (1995)
 GM0247
 GM0247                         *CURRENT SURVEY CONTROL
 GM0247  ___________________________________________________________________
 GM0247* NAD 83(1986)-  36 33 13.     (N)    105 15 51.     (W)     SCALED    
 GM0247* NAVD 88     -      2506.562  (meters)    8223.61   (feet)  ADJUSTED  
 GM0247  ___________________________________________________________________
 GM0247  GEOID HEIGHT-         -16.64  (meters)                     GEOID03
 GM0247  DYNAMIC HT  -        2502.992 (meters)    8211.90  (feet)  COMP
 GM0247  MODELED GRAV-     979,116.7   (mgal)                       NAVD 88
 GM0247
 GM0247  VERT ORDER  -  FIRST     CLASS II
 GM0247
 GM0247.The horizontal coordinates were scaled from a topographic map and have
 GM0247.an estimated accuracy of +/- 6 seconds.
 GM0247
 GM0247.The orthometric height was determined by differential leveling
 GM0247.and adjusted by the National Geodetic Survey in June 1991..
 GM0247
 GM0247.The geoid height was determined by GEOID03.
 GM0247
 GM0247.The dynamic height is computed by dividing the NAVD 88
 GM0247.geopotential number by the normal gravity value computed on the
 GM0247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GM0247.degrees latitude (g = 980.6199 gals.).
 GM0247
 GM0247.The modeled gravity was interpolated from observed gravity values.
 GM0247
 GM0247;                    North         East    Units  Estimated Accuracy
 GM0247;SPC NM E     -   616,350.       81,670.      MT  (+/- 180 meters Scaled)
 GM0247
 GM0247                          SUPERSEDED SURVEY CONTROL
 GM0247
 GM0247  NGVD 29 (??/??/92) 2505.316  (m)         8219.52   (f) ADJ UNCH    1 2
 GM0247
 GM0247.Superseded values are not recommended for survey control.
 GM0247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0247.See file dsdata.txt to determine how the superseded data were derived.
 GM0247
 GM0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDA763453(NAD 83)
 GM0247_MARKER: DD = SURVEY DISK
 GM0247_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GM0247_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GM0247_STAMPING: 8218 H 26 1927
 GM0247_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GM0247+STABILITY: SURFACE MOTION
 GM0247
 GM0247  HISTORY     - Date     Condition        Report By
 GM0247  HISTORY     - 1927     MONUMENTED       USGS
 GM0247  HISTORY     - 1957     GOOD             NGS
 GM0247
 GM0247                          STATION DESCRIPTION
 GM0247
 GM0247'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GM0247'IN EAGLE NEST.
 GM0247'AT EAGLE NEST, AT THE JUNCTION OF U.S. HIGHWAY 64 AND STATE HIGHWAY
 GM0247'38, 34 FEET SOUTH-SOUTHEAST OF THE CENTER LINE OF HIGHWAY 64, ON THE
 GM0247'EXTENDED CENTER LINE OF HIGHWAY 38, 82 FEET SOUTH AND ACROSS HIGHWAY
 GM0247'64 FROM THE SOUTH CORNER OF THE POST OFFICE, 65 FEET WEST-SOUTHWEST OF
 GM0247'THE WEST CORNER OF LAGUNA VISTA LODGE, 0.5 FOOT WEST OF CORNER POST AT
 GM0247'WEST CORNER OF YARD AROUND THE LODGE, AND IN THE TOP OF A CONCRETE
 GM0247'POST ABOUT 0.2 FOOT UNDER GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0598 ***********************************************************************
 DS0598  DESIGNATION -  H 260
 DS0598  PID         -  DS0598
 DS0598  STATE/COUNTY-  NM/SOCORRO
 DS0598  USGS QUAD   -  SAN MARCIAL (1982)
 DS0598
 DS0598                         *CURRENT SURVEY CONTROL
 DS0598  ___________________________________________________________________
 DS0598* NAD 83(1986)-  33 41 42.     (N)    106 58 41.     (W)     SCALED    
 DS0598* NAVD 88     -      1363.820  (meters)    4474.47   (feet)  ADJUSTED  
 DS0598  ___________________________________________________________________
 DS0598  GEOID HEIGHT-         -22.69  (meters)                     GEOID03
 DS0598  DYNAMIC HT  -        1361.880 (meters)    4468.10  (feet)  COMP
 DS0598  MODELED GRAV-     979,166.9   (mgal)                       NAVD 88
 DS0598
 DS0598  VERT ORDER  -  FIRST     CLASS II
 DS0598
 DS0598.The horizontal coordinates were scaled from a topographic map and have
 DS0598.an estimated accuracy of +/- 6 seconds.
 DS0598
 DS0598.The orthometric height was determined by differential leveling
 DS0598.and adjusted by the National Geodetic Survey in June 1991..
 DS0598
 DS0598.The geoid height was determined by GEOID03.
 DS0598
 DS0598.The dynamic height is computed by dividing the NAVD 88
 DS0598.geopotential number by the normal gravity value computed on the
 DS0598.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0598.degrees latitude (g = 980.6199 gals.).
 DS0598
 DS0598.The modeled gravity was interpolated from observed gravity values.
 DS0598
 DS0598;                    North         East    Units  Estimated Accuracy
 DS0598;SPC NM C     -   299,070.      432,510.      MT  (+/- 180 meters Scaled)
 DS0598
 DS0598                          SUPERSEDED SURVEY CONTROL
 DS0598
 DS0598  NGVD 29 (??/??/92) 1363.144  (m)         4472.25   (f) ADJ UNCH    1 2
 DS0598
 DS0598.Superseded values are not recommended for survey control.
 DS0598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0598.See file dsdata.txt to determine how the superseded data were derived.
 DS0598
 DS0598_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT166300(NAD 83)
 DS0598_MARKER: DB = BENCH MARK DISK
 DS0598_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0598_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0598_STAMPING: H 260 1952
 DS0598_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0598+STABILITY: SURFACE MOTION
 DS0598
 DS0598  HISTORY     - Date     Condition        Report By
 DS0598  HISTORY     - 1952     MONUMENTED       CGS
 DS0598
 DS0598                          STATION DESCRIPTION
 DS0598
 DS0598'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DS0598'16.5 MI S FROM SAN ANTONIO.
 DS0598'16.5 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD FROM
 DS0598'THE STATION AT SAN ANTONIO, 11 RAILS NORTH OF THE STATION SIGN AT SAN
 DS0598'MARCIAL, 125 FEET NORTHWEST OF MILEPOST 1005, 50 FEET NORTHWEST OF THE
 DS0598'NORTHWEST RAIL, 35 FEET SOUTHEAST OF THE SOUTHEAST EDGE OF SAN MARCIAL
 DS0598'LAKE, 3 FEET SOUTHWEST OF A WITNESS POST, 10 FEET BELOW THE TOP OF THE
 DS0598'RAILS, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 1.0 FOOT ABOVE
 DS0598'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0610 ***********************************************************************
 DS0610  DESIGNATION -  H 261
 DS0610  PID         -  DS0610
 DS0610  STATE/COUNTY-  NM/SOCORRO
 DS0610  USGS QUAD   -  POPE (1981)
 DS0610
 DS0610                         *CURRENT SURVEY CONTROL
 DS0610  ___________________________________________________________________
 DS0610* NAD 83(1986)-  33 32 51.     (N)    106 58 56.     (W)     SCALED    
 DS0610* NAVD 88     -      1427.044  (meters)    4681.89   (feet)  ADJUSTED  
 DS0610  ___________________________________________________________________
 DS0610  GEOID HEIGHT-         -22.81  (meters)                     GEOID03
 DS0610  DYNAMIC HT  -        1425.005 (meters)    4675.20  (feet)  COMP
 DS0610  MODELED GRAV-     979,157.8   (mgal)                       NAVD 88
 DS0610
 DS0610  VERT ORDER  -  FIRST     CLASS II
 DS0610
 DS0610.The horizontal coordinates were scaled from a topographic map and have
 DS0610.an estimated accuracy of +/- 6 seconds.
 DS0610
 DS0610.The orthometric height was determined by differential leveling
 DS0610.and adjusted by the National Geodetic Survey in June 1991..
 DS0610
 DS0610.The geoid height was determined by GEOID03.
 DS0610
 DS0610.The dynamic height is computed by dividing the NAVD 88
 DS0610.geopotential number by the normal gravity value computed on the
 DS0610.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0610.degrees latitude (g = 980.6199 gals.).
 DS0610
 DS0610.The modeled gravity was interpolated from observed gravity values.
 DS0610
 DS0610;                    North         East    Units  Estimated Accuracy
 DS0610;SPC NM C     -   282,710.      432,000.      MT  (+/- 180 meters Scaled)
 DS0610
 DS0610                          SUPERSEDED SURVEY CONTROL
 DS0610
 DS0610  NGVD 29 (??/??/92) 1426.381  (m)         4679.72   (f) ADJ UNCH    1 2
 DS0610
 DS0610.Superseded values are not recommended for survey control.
 DS0610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0610.See file dsdata.txt to determine how the superseded data were derived.
 DS0610
 DS0610_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT159137(NAD 83)
 DS0610_MARKER: DB = BENCH MARK DISK
 DS0610_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0610_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0610_STAMPING: H 261 1952
 DS0610_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0610+STABILITY: SURFACE MOTION
 DS0610
 DS0610  HISTORY     - Date     Condition        Report By
 DS0610  HISTORY     - 1952     MONUMENTED       CGS
 DS0610
 DS0610                          STATION DESCRIPTION
 DS0610
 DS0610'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DS0610'26.8 MI N FROM ENGLE.
 DS0610'26.8 MILES NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD FROM
 DS0610'THE STATION AT ENGLE, 8 1/2 POLES SOUTH OF MILEPOST 1016, 65 FEET WEST
 DS0610'OF THE CENTER OF A ROAD CROSSING, 50 FEET SOUTHWEST OF THE SOUTHWEST
 DS0610'RAIL, 7 FEET NORTHWEST OF A FENCE CORNER, 3 FEET SOUTHWEST OF A FENCE,
 DS0610'3 FEET SOUTHEAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 DS0610'WHICH PROJECTS 0.9 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0856 ***********************************************************************
 CX0856  DESIGNATION -  H 262
 CX0856  PID         -  CX0856
 CX0856  STATE/COUNTY-  NM/DONA ANA
 CX0856  USGS QUAD   -  HATCH (1978)
 CX0856
 CX0856                         *CURRENT SURVEY CONTROL
 CX0856  ___________________________________________________________________
 CX0856* NAD 83(1986)-  32 39 39.     (N)    107 10 19.     (W)     SCALED    
 CX0856* NAVD 88     -      1247.528  (meters)    4092.93   (feet)  ADJUSTED  
 CX0856  ___________________________________________________________________
 CX0856  GEOID HEIGHT-         -23.78  (meters)                     GEOID03
 CX0856  DYNAMIC HT  -        1245.696 (meters)    4086.92  (feet)  COMP
 CX0856  MODELED GRAV-     979,127.1   (mgal)                       NAVD 88
 CX0856
 CX0856  VERT ORDER  -  FIRST     CLASS II
 CX0856
 CX0856.The horizontal coordinates were scaled from a topographic map and have
 CX0856.an estimated accuracy of +/- 6 seconds.
 CX0856
 CX0856.The orthometric height was determined by differential leveling
 CX0856.and adjusted by the National Geodetic Survey in June 1991..
 CX0856
 CX0856.The geoid height was determined by GEOID03.
 CX0856
 CX0856.The dynamic height is computed by dividing the NAVD 88
 CX0856.geopotential number by the normal gravity value computed on the
 CX0856.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0856.degrees latitude (g = 980.6199 gals.).
 CX0856
 CX0856.The modeled gravity was interpolated from observed gravity values.
 CX0856
 CX0856;                    North         East    Units  Estimated Accuracy
 CX0856;SPC NM C     -   184,520.      413,520.      MT  (+/- 180 meters Scaled)
 CX0856
 CX0856                          SUPERSEDED SURVEY CONTROL
 CX0856
 CX0856  NGVD 29 (??/??/92) 1246.927  (m)         4090.96   (f) ADJ UNCH    1 2
 CX0856
 CX0856.Superseded values are not recommended for survey control.
 CX0856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0856.See file dsdata.txt to determine how the superseded data were derived.
 CX0856
 CX0856_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBS963157(NAD 83)
 CX0856_MARKER: DB = BENCH MARK DISK
 CX0856_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX0856_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CX0856_STAMPING: H 262 1952
 CX0856_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX0856+STABILITY: SURFACE MOTION
 CX0856
 CX0856  HISTORY     - Date     Condition        Report By
 CX0856  HISTORY     - 1952     MONUMENTED       CGS
 CX0856  HISTORY     - 1980     GOOD             NGS
 CX0856
 CX0856                          STATION DESCRIPTION
 CX0856
 CX0856'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CX0856'1.15 MI W FROM HATCH.
 CX0856'1.15 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD FROM
 CX0856'THE STATION AT HATCH, 90 FEET WEST OF MILEPOST 1086, 95 FEET NORTHWEST
 CX0856'OF THE NORTHWEST RAIL, 2.4 FEET SOUTHEAST OF A FENCE, 3 FEET SOUTHWEST
 CX0856'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 CX0856'0.8 FOOT ABOVE THE GROUND.
 CX0856
 CX0856                          STATION RECOVERY (1980)
 CX0856
 CX0856'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CX0856'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0872 ***********************************************************************
 CX0872  DESIGNATION -  H 263
 CX0872  PID         -  CX0872
 CX0872  STATE/COUNTY-  NM/LUNA
 CX0872  USGS QUAD   -  HOCKETT (1989)
 CX0872
 CX0872                         *CURRENT SURVEY CONTROL
 CX0872  ___________________________________________________________________
 CX0872* NAD 83(1986)-  32 35 14.     (N)    107 19 02.     (W)     SCALED    
 CX0872* NAVD 88     -      1368.328  (meters)    4489.26   (feet)  POSTED    
 CX0872  ___________________________________________________________________
 CX0872  GEOID HEIGHT-         -23.79  (meters)                     GEOID03
 CX0872  DYNAMIC HT  -        1366.300 (meters)    4482.60  (feet)  COMP
 CX0872  MODELED GRAV-     979,105.6   (mgal)                       NAVD 88
 CX0872
 CX0872  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 CX0872
 CX0872.The horizontal coordinates were scaled from a topographic map and have
 CX0872.an estimated accuracy of +/- 6 seconds.
 CX0872
 CX0872.The orthometric height was determined by differential leveling
 CX0872.and adjusted by the National Geodetic Survey in 1992..
 CX0872.No vertical observational check was made to the station.
 CX0872.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 CX0872.was located on a no-check spur therefore a value was not computed.
 CX0872
 CX0872.The geoid height was determined by GEOID03.
 CX0872
 CX0872.The dynamic height is computed by dividing the NAVD 88
 CX0872.geopotential number by the normal gravity value computed on the
 CX0872.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0872.degrees latitude (g = 980.6199 gals.).
 CX0872
 CX0872.The modeled gravity was interpolated from observed gravity values.
 CX0872
 CX0872;                    North         East    Units  Estimated Accuracy
 CX0872;SPC NM W     -   176,100.      878,450.      MT  (+/- 180 meters Scaled)
 CX0872
 CX0872                          SUPERSEDED SURVEY CONTROL
 CX0872
 CX0872  NGVD 29 (??/??/92) 1367.670  (m)         4487.10   (f) ADJ UNCH    1 2
 CX0872
 CX0872.Superseded values are not recommended for survey control.
 CX0872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0872.See file dsdata.txt to determine how the superseded data were derived.
 CX0872
 CX0872_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBS825078(NAD 83)
 CX0872_MARKER: DB = BENCH MARK DISK
 CX0872_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX0872_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CX0872_STAMPING: H 263 1952
 CX0872_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX0872+STABILITY: SURFACE MOTION
 CX0872
 CX0872  HISTORY     - Date     Condition        Report By
 CX0872  HISTORY     - 1952     MONUMENTED       CGS
 CX0872  HISTORY     - 19860114 GOOD             USGS
 CX0872
 CX0872                          STATION DESCRIPTION
 CX0872
 CX0872'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CX0872'11.55 MI SW FROM HATCH.
 CX0872'1.15 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD FROM
 CX0872'THE STATION AT HATCH, THENCE 7.15 MILES SOUTHWEST ALONG STATE HIGHWAY
 CX0872'26, THENCE 0.75 MILE SOUTHEAST ALONG A GRAVELED ROAD, THENCE 2.5 MILES
 CX0872'SOUTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD, 88 FEET
 CX0872'SOUTHWEST OF MILEPOST 1096, 49 FEET NORTHWEST OF THE NORTHWEST RAIL,
 CX0872'94 FEET SOUTHEAST OF THE CENTER LINE OF A TRACK ROAD, 3 FEET NORTHWEST
 CX0872'OF A FENCE, 3 FEET SOUTHWEST OF A WITNESS POST, SET IN THE TOP OF A
 CX0872'CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
 CX0872
 CX0872                          STATION RECOVERY (1986)
 CX0872
 CX0872'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986 (DJW)
 CX0872'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0179 ***********************************************************************
 CY0179  DESIGNATION -  H 264
 CY0179  PID         -  CY0179
 CY0179  STATE/COUNTY-  NM/HIDALGO
 CY0179  USGS QUAD   -  LISBON (1980)
 CY0179
 CY0179                         *CURRENT SURVEY CONTROL
 CY0179  ___________________________________________________________________
 CY0179* NAD 83(1986)-  32 19 11.     (N)    108 37 02.     (W)     SCALED    
 CY0179* NAVD 88     -      1286.158  (meters)    4219.67   (feet)  ADJUSTED  
 CY0179  ___________________________________________________________________
 CY0179  GEOID HEIGHT-         -25.36  (meters)                     GEOID03
 CY0179  DYNAMIC HT  -        1284.222 (meters)    4213.32  (feet)  COMP
 CY0179  MODELED GRAV-     979,088.9   (mgal)                       NAVD 88
 CY0179
 CY0179  VERT ORDER  -  FIRST     CLASS II
 CY0179
 CY0179.The horizontal coordinates were scaled from a topographic map and have
 CY0179.an estimated accuracy of +/- 6 seconds.
 CY0179
 CY0179.The orthometric height was determined by differential leveling
 CY0179.and adjusted by the National Geodetic Survey in June 1991..
 CY0179
 CY0179.The geoid height was determined by GEOID03.
 CY0179
 CY0179.The dynamic height is computed by dividing the NAVD 88
 CY0179.geopotential number by the normal gravity value computed on the
 CY0179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0179.degrees latitude (g = 980.6199 gals.).
 CY0179
 CY0179.The modeled gravity was interpolated from observed gravity values.
 CY0179
 CY0179;                    North         East    Units  Estimated Accuracy
 CY0179;SPC NM W     -   146,590.      756,190.      MT  (+/- 180 meters Scaled)
 CY0179
 CY0179                          SUPERSEDED SURVEY CONTROL
 CY0179
 CY0179  NGVD 29 (??/??/92) 1285.442  (m)         4217.32   (f) ADJ UNCH    1 2
 CY0179
 CY0179.Superseded values are not recommended for survey control.
 CY0179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0179.See file dsdata.txt to determine how the superseded data were derived.
 CY0179
 CY0179_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYA243783(NAD 83)
 CY0179_MARKER: DB = BENCH MARK DISK
 CY0179_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CY0179_SP_SET: BRIDGE
 CY0179_STAMPING: H 264 1953
 CY0179_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CY0179
 CY0179  HISTORY     - Date     Condition        Report By
 CY0179  HISTORY     - 1953     MONUMENTED       CGS
 CY0179  HISTORY     - 1979     GOOD             NGS
 CY0179
 CY0179                          STATION DESCRIPTION
 CY0179
 CY0179'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 CY0179'5.6 MI SE FROM LORDSBURG.
 CY0179'5.6 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 CY0179'STATION AT LORDSBURG, 75 FEET WEST OF MILEPOST 1154, 6.3 FEET
 CY0179'SOUTHWEST OF THE SOUTHWEST RAIL, SET IN THE TOP OF THE SOUTHWEST END
 CY0179'OF THE SOUTHEAST CONCRETE HEADWALL OF BRIDGE 1153.99.
 CY0179
 CY0179                          STATION RECOVERY (1979)
 CY0179
 CY0179'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CY0179'9.3 KILOMETERS (5.8 MILES) SOUTHEAST ALONG THE SOUTHERN PACIFIC
 CY0179'RAILROAD FROM THE STATION IN LORDSBURG, AT BRIDGE 1153.99, IN TOP
 CY0179'OF THE SOUTHEAST ABUTMENT, 1.9 METERS (6.5 FEET) SOUTHWEST OF THE
 CY0179'SOUTHWEST RAIL AND 0.5 METER (1.5 FEET) NORTHEAST OF THE SOUTHWEST
 CY0179'END OF THE ABUTMENT.
 CY0179'THE MARK IS 0.3 M BELOW THE RAILS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1134 ***********************************************************************
 GL1134  DESIGNATION -  H 266
 GL1134  PID         -  GL1134
 GL1134  STATE/COUNTY-  NM/UNION
 GL1134  USGS QUAD   -  CROSS L RANCH SW (1972)
 GL1134
 GL1134                         *CURRENT SURVEY CONTROL
 GL1134  ___________________________________________________________________
 GL1134* NAD 83(1986)-  36 47 09.     (N)    103 43 05.     (W)     SCALED    
 GL1134* NAVD 88     -      1926.225  (meters)    6319.62   (feet)  ADJUSTED  
 GL1134  ___________________________________________________________________
 GL1134  GEOID HEIGHT-         -19.64  (meters)                     GEOID03
 GL1134  DYNAMIC HT  -        1923.862 (meters)    6311.87  (feet)  COMP
 GL1134  MODELED GRAV-     979,335.5   (mgal)                       NAVD 88
 GL1134
 GL1134  VERT ORDER  -  SECOND    CLASS 0
 GL1134
 GL1134.The horizontal coordinates were scaled from a topographic map and have
 GL1134.an estimated accuracy of +/- 6 seconds.
 GL1134
 GL1134.The orthometric height was determined by differential leveling
 GL1134.and adjusted by the National Geodetic Survey in June 1991..
 GL1134
 GL1134.The geoid height was determined by GEOID03.
 GL1134
 GL1134.The dynamic height is computed by dividing the NAVD 88
 GL1134.geopotential number by the normal gravity value computed on the
 GL1134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL1134.degrees latitude (g = 980.6199 gals.).
 GL1134
 GL1134.The modeled gravity was interpolated from observed gravity values.
 GL1134
 GL1134;                    North         East    Units  Estimated Accuracy
 GL1134;SPC NM E     -   641,890.      219,920.      MT  (+/- 180 meters Scaled)
 GL1134
 GL1134                          SUPERSEDED SURVEY CONTROL
 GL1134
 GL1134  NGVD 29 (??/??/92) 1925.301  (m)         6316.59   (f) ADJ UNCH    2 0
 GL1134
 GL1134.Superseded values are not recommended for survey control.
 GL1134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1134.See file dsdata.txt to determine how the superseded data were derived.
 GL1134
 GL1134_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA143718(NAD 83)
 GL1134_MARKER: DB = BENCH MARK DISK
 GL1134_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL1134_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL1134_STAMPING: H 266 1955
 GL1134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL1134+STABILITY: SURFACE MOTION
 GL1134
 GL1134  HISTORY     - Date     Condition        Report By
 GL1134  HISTORY     - 1955     MONUMENTED       CGS
 GL1134
 GL1134                          STATION DESCRIPTION
 GL1134
 GL1134'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GL1134'10.75 MI E FROM DES MOINES.
 GL1134'1.25 MILES NORTHWEST ALONG U.S. HIGHWAY 72 FROM THE COLORADO AND
 GL1134'SOUTHERN RAILROAD STATION AT DES MOINES, THENCE 1.45 MILES NORTH ALONG
 GL1134'A TRACK ROAD, THENCE 2.0 MILES EAST ALONG A TRACK ROAD, THENCE 1.0
 GL1134'MILE SOUTH ALONG A TRACK ROAD, THENCE 5.05 MILES EAST ALONG A GRADED
 GL1134'DIRT ROAD, 0.2 MILE WEST OF THE TOP OF A HILL, 250 FEET EAST OF A
 GL1134'FENCE, 163 FEET SOUTHEAST OF A WINDMILL, 40 FEET NORTH OF THE CENTER
 GL1134'LINE OF A GRADED DIRT ROAD, 2.2 FEET SOUTH OF A FENCE, 2 FEET WEST OF
 GL1134'A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.7
 GL1134'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1119 ***********************************************************************
 GL1119  DESIGNATION -  H 267
 GL1119  PID         -  GL1119
 GL1119  STATE/COUNTY-  NM/UNION
 GL1119  USGS QUAD   -  BLIND GAP (1973)
 GL1119
 GL1119                         *CURRENT SURVEY CONTROL
 GL1119  ___________________________________________________________________
 GL1119* NAD 83(1986)-  36 44 34.     (N)    103 33 12.     (W)     SCALED    
 GL1119* NAVD 88     -      1767.779  (meters)    5799.79   (feet)  ADJUSTED  
 GL1119  ___________________________________________________________________
 GL1119  GEOID HEIGHT-         -20.30  (meters)                     GEOID03
 GL1119  DYNAMIC HT  -        1765.645 (meters)    5792.79  (feet)  COMP
 GL1119  MODELED GRAV-     979,361.1   (mgal)                       NAVD 88
 GL1119
 GL1119  VERT ORDER  -  SECOND    CLASS 0
 GL1119
 GL1119.The horizontal coordinates were scaled from a topographic map and have
 GL1119.an estimated accuracy of +/- 6 seconds.
 GL1119
 GL1119.The orthometric height was determined by differential leveling
 GL1119.and adjusted by the National Geodetic Survey in June 1991..
 GL1119
 GL1119.The geoid height was determined by GEOID03.
 GL1119
 GL1119.The dynamic height is computed by dividing the NAVD 88
 GL1119.geopotential number by the normal gravity value computed on the
 GL1119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL1119.degrees latitude (g = 980.6199 gals.).
 GL1119
 GL1119.The modeled gravity was interpolated from observed gravity values.
 GL1119
 GL1119;                    North         East    Units  Estimated Accuracy
 GL1119;SPC NM E     -   637,220.      234,660.      MT  (+/- 180 meters Scaled)
 GL1119
 GL1119                          SUPERSEDED SURVEY CONTROL
 GL1119
 GL1119  NGVD 29 (??/??/92) 1766.914  (m)         5796.95   (f) ADJ UNCH    2 0
 GL1119
 GL1119.Superseded values are not recommended for survey control.
 GL1119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1119.See file dsdata.txt to determine how the superseded data were derived.
 GL1119
 GL1119_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA291673(NAD 83)
 GL1119_MARKER: DB = BENCH MARK DISK
 GL1119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL1119_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL1119_STAMPING: H 267 1955
 GL1119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL1119+STABILITY: SURFACE MOTION
 GL1119
 GL1119  HISTORY     - Date     Condition        Report By
 GL1119  HISTORY     - 1955     MONUMENTED       CGS
 GL1119
 GL1119                          STATION DESCRIPTION
 GL1119
 GL1119'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GL1119'20.3 MI NE FROM GRENVILLE.
 GL1119'4.8 MILES NORTHWEST ALONG THE COLORADO AND SOUTHERN RAILROAD FROM THE
 GL1119'STATION AT GRENVILLE, THENCE 7.8 MILES NORTH ALONG A GRADED DIRT ROAD,
 GL1119'THENCE 7.7 MILES EAST ALONG A GRADED DIRT ROAD, 0.2 MILE SOUTHWEST OF
 GL1119'A HANGAR AT THE SMITH AIRPORT, 159 FEET SOUTHEAST OF A LARGE STONE
 GL1119'MONUMENT AT THE ENTRANCE TO THE SMITH RANCH, 137 FEET SOUTHEAST OF THE
 GL1119'CENTER LINE OF A ROAD WHICH IS USED AS A RUNWAY AT THE AIRPORT, 31
 GL1119'FEET EAST OF THE CENTER LINE OF A DIM TRACK ROAD LEADING SOUTH, 2.4
 GL1119'FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 GL1119'PROJECTS 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0404 ***********************************************************************
 GL0404  DESIGNATION -  H 268
 GL0404  PID         -  GL0404
 GL0404  STATE/COUNTY-  NM/UNION
 GL0404  USGS QUAD   -  BOILER GAP (1972)
 GL0404
 GL0404                         *CURRENT SURVEY CONTROL
 GL0404  ___________________________________________________________________
 GL0404* NAD 83(1986)-  36 39 24.     (N)    103 25 58.     (W)     SCALED    
 GL0404* NAVD 88     -      1704.149  (meters)    5591.03   (feet)  ADJUSTED  
 GL0404  ___________________________________________________________________
 GL0404  GEOID HEIGHT-         -20.83  (meters)                     GEOID03
 GL0404  DYNAMIC HT  -        1702.109 (meters)    5584.34  (feet)  COMP
 GL0404  MODELED GRAV-     979,373.9   (mgal)                       NAVD 88
 GL0404
 GL0404  VERT ORDER  -  SECOND    CLASS 0
 GL0404
 GL0404.The horizontal coordinates were scaled from a topographic map and have
 GL0404.an estimated accuracy of +/- 6 seconds.
 GL0404
 GL0404.The orthometric height was determined by differential leveling
 GL0404.and adjusted by the National Geodetic Survey in June 1991..
 GL0404
 GL0404.The geoid height was determined by GEOID03.
 GL0404
 GL0404.The dynamic height is computed by dividing the NAVD 88
 GL0404.geopotential number by the normal gravity value computed on the
 GL0404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0404.degrees latitude (g = 980.6199 gals.).
 GL0404
 GL0404.The modeled gravity was interpolated from observed gravity values.
 GL0404
 GL0404;                    North         East    Units  Estimated Accuracy
 GL0404;SPC NM E     -   627,760.      245,510.      MT  (+/- 180 meters Scaled)
 GL0404
 GL0404                          SUPERSEDED SURVEY CONTROL
 GL0404
 GL0404  NGVD 29 (??/??/92) 1703.337  (m)         5588.36   (f) ADJ UNCH    2 0
 GL0404
 GL0404.Superseded values are not recommended for survey control.
 GL0404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0404.See file dsdata.txt to determine how the superseded data were derived.
 GL0404
 GL0404_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA400579(NAD 83)
 GL0404_MARKER: DB = BENCH MARK DISK
 GL0404_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0404_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0404_STAMPING: H 268 1955
 GL0404_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0404+STABILITY: SURFACE MOTION
 GL0404
 GL0404  HISTORY     - Date     Condition        Report By
 GL0404  HISTORY     - 1955     MONUMENTED       CGS
 GL0404
 GL0404                          STATION DESCRIPTION
 GL0404
 GL0404'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GL0404'12.4 MI NE FROM MOUNT DORA.
 GL0404'0.1 MILE NORTHWEST ALONG THE COLORADO AND SOUTHERN RAILROAD FROM THE
 GL0404'WATER TANK AT MOUNT DORA, THENCE 9.3 MILES NORTH ALONG A GRADED DIRT
 GL0404'ROAD, THENCE 1.0 MILE EAST ALONG A TRACK ROAD, THENCE 2.0 MILES EAST
 GL0404'ALONG A GRADED DIRT ROAD, 171 YARDS EAST OF THE SOUTHEAST CORNER OF A
 GL0404'STUCCO FARMHOUSE, 101 FEET EAST OF A POWER POLE, 24 FEET NORTH OF THE
 GL0404'CENTER LINE OF A GRADED DIRT ROAD, 6 FEET SOUTHEAST OF A FENCE CORNER,
 GL0404'1.5 FEET SOUTH OF A FENCE, 2 FEET WEST OF A WITNESS POST, SET IN THE
 GL0404'TOP OF A CONCRETE POST WHICH PROJECTS 0.7 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1215 ***********************************************************************
 GL1215  DESIGNATION -  H 269
 GL1215  PID         -  GL1215
 GL1215  STATE/COUNTY-  NM/UNION
 GL1215  USGS QUAD   -  FIDDLER SPRINGS (1972)
 GL1215
 GL1215                         *CURRENT SURVEY CONTROL
 GL1215  ___________________________________________________________________
 GL1215* NAD 83(1986)-  36 50 37.     (N)    103 33 42.     (W)     SCALED    
 GL1215* NAVD 88     -      1803.073  (meters)    5915.58   (feet)  ADJUSTED  
 GL1215  ___________________________________________________________________
 GL1215  GEOID HEIGHT-         -20.30  (meters)                     GEOID03
 GL1215  DYNAMIC HT  -        1800.905 (meters)    5908.47  (feet)  COMP
 GL1215  MODELED GRAV-     979,364.5   (mgal)                       NAVD 88
 GL1215
 GL1215  VERT ORDER  -  SECOND    CLASS 0
 GL1215
 GL1215.The horizontal coordinates were scaled from a topographic map and have
 GL1215.an estimated accuracy of +/- 6 seconds.
 GL1215
 GL1215.The orthometric height was determined by differential leveling
 GL1215.and adjusted by the National Geodetic Survey in June 1991..
 GL1215
 GL1215.The geoid height was determined by GEOID03.
 GL1215
 GL1215.The dynamic height is computed by dividing the NAVD 88
 GL1215.geopotential number by the normal gravity value computed on the
 GL1215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL1215.degrees latitude (g = 980.6199 gals.).
 GL1215
 GL1215.The modeled gravity was interpolated from observed gravity values.
 GL1215
 GL1215;                    North         East    Units  Estimated Accuracy
 GL1215;SPC NM E     -   648,400.      233,820.      MT  (+/- 180 meters Scaled)
 GL1215
 GL1215                          SUPERSEDED SURVEY CONTROL
 GL1215
 GL1215  NGVD 29 (??/??/92) 1802.188  (m)         5912.68   (f) ADJ UNCH    2 0
 GL1215
 GL1215.Superseded values are not recommended for survey control.
 GL1215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1215.See file dsdata.txt to determine how the superseded data were derived.
 GL1215
 GL1215_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA282784(NAD 83)
 GL1215_MARKER: DB = BENCH MARK DISK
 GL1215_SETTING: 66 = SET IN ROCK OUTCROP
 GL1215_SP_SET: SANDSTONE LEDGE
 GL1215_STAMPING: H 269 1955
 GL1215_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GL1215+STABILITY: POSITION/ELEVATION WELL
 GL1215
 GL1215  HISTORY     - Date     Condition        Report By
 GL1215  HISTORY     - 1955     MONUMENTED       CGS
 GL1215
 GL1215                          STATION DESCRIPTION
 GL1215
 GL1215'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GL1215'45.75 MI NW FROM CLAYTON.
 GL1215'38.75 MILES NORTHWEST ALONG STATE ROAD 370 FROM ITS JUNCTION WITH U.S.
 GL1215'HIGHWAYS 64 AND 87 AT CLAYTON, THENCE 7.0 MILES WEST ALONG A GRADED
 GL1215'DIRT ROAD, 164 FEET SOUTH OF A FENCE, 144 FEET SOUTH OF THE CENTER
 GL1215'LINE OF A ROAD, 39 FEET NORTHEAST OF A LONE PINON TREE, ON THE
 GL1215'SOUTHWEST POINT OF A SMALL ROCKY BLUFF, ON THE EAST SIDE OF A SHALLOW
 GL1215'RAVINE, FLUSH WITH THE GROUND, SET IN THE TOP OF THE WEST SIDE OF A
 GL1215'SANDSTONE LEDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0240 ***********************************************************************
 DR0240  DESIGNATION -  H 27
 DR0240  PID         -  DR0240
 DR0240  STATE/COUNTY-  NM/CHAVES
 DR0240  USGS QUAD   -  COMANCHE SPRING (1975)
 DR0240
 DR0240                         *CURRENT SURVEY CONTROL
 DR0240  ___________________________________________________________________
 DR0240* NAD 83(1986)-  33 24 07.     (N)    104 15 38.     (W)     SCALED    
 DR0240* NAVD 88     -      1118.915  (meters)    3670.97   (feet)  POSTED    
 DR0240  ___________________________________________________________________
 DR0240  GEOID HEIGHT-         -23.22  (meters)                     GEOID03
 DR0240  DYNAMIC HT  -        1117.390 (meters)    3665.97  (feet)  COMP
 DR0240  MODELED GRAV-     979,233.1   (mgal)                       NAVD 88
 DR0240
 DR0240  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 DR0240
 DR0240.The horizontal coordinates were scaled from a topographic map and have
 DR0240.an estimated accuracy of +/- 6 seconds.
 DR0240
 DR0240.The orthometric height was determined by differential leveling
 DR0240.and adjusted by the National Geodetic Survey in 1992..
 DR0240.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 DR0240.rate of 2.1 thru 3.0 mm/km.
 DR0240
 DR0240.The geoid height was determined by GEOID03.
 DR0240
 DR0240.The dynamic height is computed by dividing the NAVD 88
 DR0240.geopotential number by the normal gravity value computed on the
 DR0240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0240.degrees latitude (g = 980.6199 gals.).
 DR0240
 DR0240.The modeled gravity was interpolated from observed gravity values.
 DR0240
 DR0240;                    North         East    Units  Estimated Accuracy
 DR0240;SPC NM E     -   266,330.      171,770.      MT  (+/- 180 meters Scaled)
 DR0240
 DR0240                          SUPERSEDED SURVEY CONTROL
 DR0240
 DR0240  NGVD 29 (??/??/92) 1118.411  (m)         3669.32   (f) ADJ UNCH    2 0
 DR0240
 DR0240.Superseded values are not recommended for survey control.
 DR0240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0240.See file dsdata.txt to determine how the superseded data were derived.
 DR0240
 DR0240_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES687960(NAD 83)
 DR0240_MARKER: Z = SEE DESCRIPTION
 DR0240_SETTING: 0 = UNSPECIFIED SETTING
 DR0240_STAMPING: H 27 1930
 DR0240_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR0240
 DR0240  HISTORY     - Date     Condition        Report By
 DR0240  HISTORY     - 1930     MONUMENTED       USGS
 DR0240  HISTORY     - 1943     GOOD             NGS
 DR0240
 DR0240                          STATION DESCRIPTION
 DR0240
 DR0240'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 DR0240'19.6 MI SE FROM ROSWELL.
 DR0240'THIS MARK IS 8.1 MILES EAST ALONG U. S. HIGHWAY NO. 380, THENCE, 2.0
 DR0240'MILES SOUTH ALONG A DIRT ROAD THROUGH A FIELD, THENCE, 9.5 MILES EAST
 DR0240'ALONG OLD U. S. HIGHWAY NO. 380 GRADE FROM THE COURTHOUSE AT ROSWELL.
 DR0240'MARK IS 0.3 MILE WEST OF THE CROSSING OF NORTH-SOUTH DIRT ROAD LEADING
 DR0240'NORTH 0.8 MILE TO NEW U. S. HIGHWAY NO. 380.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0146 ***********************************************************************
 FO0146  DESIGNATION -  H 27
 FO0146  PID         -  FO0146
 FO0146  STATE/COUNTY-  NM/SANDOVAL
 FO0146  USGS QUAD   -  SAN FELIPE PUEBLO (1990)
 FO0146
 FO0146                         *CURRENT SURVEY CONTROL
 FO0146  ___________________________________________________________________
 FO0146* NAD 83(1986)-  35 27 30.     (N)    106 24 50.     (W)     SCALED    
 FO0146* NAVD 88     -      1570.975  (meters)    5154.11   (feet)  POSTED    
 FO0146  ___________________________________________________________________
 FO0146  GEOID HEIGHT-         -20.68  (meters)                     GEOID03
 FO0146  DYNAMIC HT  -        1568.840 (meters)    5147.10  (feet)  COMP
 FO0146  MODELED GRAV-     979,220.1   (mgal)                       NAVD 88
 FO0146
 FO0146  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 FO0146
 FO0146.The horizontal coordinates were scaled from a topographic map and have
 FO0146.an estimated accuracy of +/- 6 seconds.
 FO0146
 FO0146.The orthometric height was determined by differential leveling
 FO0146.and adjusted by the National Geodetic Survey in 1992..
 FO0146.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 FO0146.rate of 3.1 thru 4.0 mm/km.
 FO0146
 FO0146.The geoid height was determined by GEOID03.
 FO0146
 FO0146.The dynamic height is computed by dividing the NAVD 88
 FO0146.geopotential number by the normal gravity value computed on the
 FO0146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0146.degrees latitude (g = 980.6199 gals.).
 FO0146
 FO0146.The modeled gravity was interpolated from observed gravity values.
 FO0146
 FO0146;                    North         East    Units  Estimated Accuracy
 FO0146;SPC NM C     -   494,430.      485,120.      MT  (+/- 180 meters Scaled)
 FO0146
 FO0146                          SUPERSEDED SURVEY CONTROL
 FO0146
 FO0146  NGVD 29 (??/??/92) 1570.068  (m)         5151.13   (f) ADJ UNCH    1 2
 FO0146
 FO0146.Superseded values are not recommended for survey control.
 FO0146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0146.See file dsdata.txt to determine how the superseded data were derived.
 FO0146
 FO0146_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV717247(NAD 83)
 FO0146_MARKER: DB = BENCH MARK DISK
 FO0146_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FO0146_SP_SET: FOUNDATION
 FO0146_STAMPING: H 27 1933 5151.135
 FO0146_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FO0146
 FO0146  HISTORY     - Date     Condition        Report By
 FO0146  HISTORY     - 1933     MONUMENTED       CGS
 FO0146  HISTORY     - 1951     GOOD             NGS
 FO0146  HISTORY     - 1984     MARK NOT FOUND   NGS
 FO0146
 FO0146                          STATION DESCRIPTION
 FO0146
 FO0146'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 FO0146'7.2 MI SW FROM DOMINGO.
 FO0146'7.2 MILES SOUTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 FO0146'FROM THE STATION AT DOMINGO, 14 POLES NORTH OF MILEPOST 873, 6 FEET
 FO0146'WEST OF THE WEST RAIL, SET IN THE TOP OF THE CONCRETE FOUNDATION OF
 FO0146'SEMAPHORE 8721.
 FO0146
 FO0146                          STATION RECOVERY (1984)
 FO0146
 FO0146'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FO0146'NOTE=NO LONGER A RAILROAD SIGNAL AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0431 ***********************************************************************
 GL0431  DESIGNATION -  H 270
 GL0431  PID         -  GL0431
 GL0431  STATE/COUNTY-  NM/UNION
 GL0431  USGS QUAD   -  BIBLE TOP BUTTE (1972)
 GL0431
 GL0431                         *CURRENT SURVEY CONTROL
 GL0431  ___________________________________________________________________
 GL0431* NAD 83(1986)-  36 31 08.     (N)    103 15 27.     (W)     SCALED    
 GL0431* NAVD 88     -      1650.009  (meters)    5413.40   (feet)  ADJUSTED  
 GL0431  ___________________________________________________________________
 GL0431  GEOID HEIGHT-         -21.64  (meters)                     GEOID03
 GL0431  DYNAMIC HT  -        1648.062 (meters)    5407.02  (feet)  COMP
 GL0431  MODELED GRAV-     979,392.7   (mgal)                       NAVD 88
 GL0431
 GL0431  VERT ORDER  -  SECOND    CLASS 0
 GL0431
 GL0431.The horizontal coordinates were scaled from a topographic map and have
 GL0431.an estimated accuracy of +/- 6 seconds.
 GL0431
 GL0431.The orthometric height was determined by differential leveling
 GL0431.and adjusted by the National Geodetic Survey in June 1991..
 GL0431
 GL0431.The geoid height was determined by GEOID03.
 GL0431
 GL0431.The dynamic height is computed by dividing the NAVD 88
 GL0431.geopotential number by the normal gravity value computed on the
 GL0431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0431.degrees latitude (g = 980.6199 gals.).
 GL0431
 GL0431.The modeled gravity was interpolated from observed gravity values.
 GL0431
 GL0431;                    North         East    Units  Estimated Accuracy
 GL0431;SPC NM E     -   612,630.      261,360.      MT  (+/- 180 meters Scaled)
 GL0431
 GL0431                          SUPERSEDED SURVEY CONTROL
 GL0431
 GL0431  NGVD 29 (??/??/92) 1649.267  (m)         5410.97   (f) ADJ UNCH    2 0
 GL0431
 GL0431.Superseded values are not recommended for survey control.
 GL0431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0431.See file dsdata.txt to determine how the superseded data were derived.
 GL0431
 GL0431_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA560429(NAD 83)
 GL0431_MARKER: DB = BENCH MARK DISK
 GL0431_SETTING: 66 = SET IN ROCK OUTCROP
 GL0431_SP_SET: OUTCROP
 GL0431_STAMPING: H 270 1955
 GL0431_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GL0431+STABILITY: POSITION/ELEVATION WELL
 GL0431
 GL0431  HISTORY     - Date     Condition        Report By
 GL0431  HISTORY     - 1955     MONUMENTED       CGS
 GL0431
 GL0431                          STATION DESCRIPTION
 GL0431
 GL0431'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GL0431'6.55 MI NW FROM CLAYTON.
 GL0431'6.55 MILES NORTHWEST ALONG STATE ROAD 370 FROM ITS JUNCTION WITH U.S.
 GL0431'HIGHWAYS 64 AND 87 AT CLAYTON, ON THE SOUTHEAST SLOPE OF A HILL, 176
 GL0431'FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 147 FEET SOUTHWEST OF A
 GL0431'FENCE, 4 FEET BELOW THE LEVEL OF THE ROAD, 1.7 FEET ABOVE THE GROUND,
 GL0431'SET IN THE TOP OF A LAVA ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0535 ***********************************************************************
 GL0535  DESIGNATION -  H 271
 GL0535  PID         -  GL0535
 GL0535  STATE/COUNTY-  NM/UNION
 GL0535  USGS QUAD   -  GUY (1972)
 GL0535
 GL0535                         *CURRENT SURVEY CONTROL
 GL0535  ___________________________________________________________________
 GL0535* NAD 83(1986)-  36 48 00.     (N)    103 25 58.     (W)     SCALED    
 GL0535* NAVD 88     -      1713.898  (meters)    5623.01   (feet)  ADJUSTED  
 GL0535  ___________________________________________________________________
 GL0535  GEOID HEIGHT-         -20.83  (meters)                     GEOID03
 GL0535  DYNAMIC HT  -        1711.865 (meters)    5616.34  (feet)  COMP
 GL0535  MODELED GRAV-     979,384.0   (mgal)                       NAVD 88
 GL0535
 GL0535  VERT ORDER  -  SECOND    CLASS 0
 GL0535
 GL0535.The horizontal coordinates were scaled from a topographic map and have
 GL0535.an estimated accuracy of +/- 6 seconds.
 GL0535
 GL0535.The orthometric height was determined by differential leveling
 GL0535.and adjusted by the National Geodetic Survey in June 1991..
 GL0535
 GL0535.The geoid height was determined by GEOID03.
 GL0535
 GL0535.The dynamic height is computed by dividing the NAVD 88
 GL0535.geopotential number by the normal gravity value computed on the
 GL0535.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0535.degrees latitude (g = 980.6199 gals.).
 GL0535
 GL0535.The modeled gravity was interpolated from observed gravity values.
 GL0535
 GL0535;                    North         East    Units  Estimated Accuracy
 GL0535;SPC NM E     -   643,660.      245,360.      MT  (+/- 180 meters Scaled)
 GL0535
 GL0535                          SUPERSEDED SURVEY CONTROL
 GL0535
 GL0535  NGVD 29 (??/??/92) 1713.062  (m)         5620.27   (f) ADJ UNCH    2 0
 GL0535
 GL0535.Superseded values are not recommended for survey control.
 GL0535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0535.See file dsdata.txt to determine how the superseded data were derived.
 GL0535
 GL0535_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA398738(NAD 83)
 GL0535_MARKER: DB = BENCH MARK DISK
 GL0535_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0535_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0535_STAMPING: H 271 1955
 GL0535_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0535+STABILITY: SURFACE MOTION
 GL0535
 GL0535  HISTORY     - Date     Condition        Report By
 GL0535  HISTORY     - 1955     MONUMENTED       CGS
 GL0535
 GL0535                          STATION DESCRIPTION
 GL0535
 GL0535'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GL0535'35.8 MI NW FROM CLAYTON.
 GL0535'35.8 MILES NORTHWEST ALONG STATE ROAD 370 FROM ITS JUNCTION WITH U.S.
 GL0535'HIGHWAYS 64 AND 87 AT CLAYTON, IN LINE WITH A ROW OF POWER POLES, 133
 GL0535'FEET NORTH OF A POWER POLE, 71 FEET WEST OF THE CENTER LINE OF THE
 GL0535'ROAD, 41 FEET WEST OF A FENCE, 2.2 FEET SOUTH OF A FENCE, 1.8 FEET
 GL0535'WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 GL0535'PROJECTS 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0493 ***********************************************************************
 GL0493  DESIGNATION -  H 272
 GL0493  PID         -  GL0493
 GL0493  STATE/COUNTY-  NM/UNION
 GL0493  USGS QUAD   -  CUATES SCHOOL (1972)
 GL0493
 GL0493                         *CURRENT SURVEY CONTROL
 GL0493  ___________________________________________________________________
 GL0493* NAD 83(1986)-  36 47 07.     (N)    103 20 34.     (W)     SCALED    
 GL0493* NAVD 88     -      1658.848  (meters)    5442.40   (feet)  ADJUSTED  
 GL0493  ___________________________________________________________________
 GL0493  GEOID HEIGHT-         -21.19  (meters)                     GEOID03
 GL0493  DYNAMIC HT  -        1656.891 (meters)    5435.98  (feet)  COMP
 GL0493  MODELED GRAV-     979,392.7   (mgal)                       NAVD 88
 GL0493
 GL0493  VERT ORDER  -  SECOND    CLASS 0
 GL0493
 GL0493.The horizontal coordinates were scaled from a topographic map and have
 GL0493.an estimated accuracy of +/- 6 seconds.
 GL0493
 GL0493.The orthometric height was determined by differential leveling
 GL0493.and adjusted by the National Geodetic Survey in June 1991..
 GL0493
 GL0493.The geoid height was determined by GEOID03.
 GL0493
 GL0493.The dynamic height is computed by dividing the NAVD 88
 GL0493.geopotential number by the normal gravity value computed on the
 GL0493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0493.degrees latitude (g = 980.6199 gals.).
 GL0493
 GL0493.The modeled gravity was interpolated from observed gravity values.
 GL0493
 GL0493;                    North         East    Units  Estimated Accuracy
 GL0493;SPC NM E     -   642,110.      253,410.      MT  (+/- 180 meters Scaled)
 GL0493
 GL0493                          SUPERSEDED SURVEY CONTROL
 GL0493
 GL0493  NGVD 29 (??/??/92) 1658.040  (m)         5439.75   (f) ADJ UNCH    2 0
 GL0493
 GL0493.Superseded values are not recommended for survey control.
 GL0493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0493.See file dsdata.txt to determine how the superseded data were derived.
 GL0493
 GL0493_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA478723(NAD 83)
 GL0493_MARKER: DB = BENCH MARK DISK
 GL0493_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0493_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0493_STAMPING: H 272 1955
 GL0493_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0493+STABILITY: SURFACE MOTION
 GL0493
 GL0493  HISTORY     - Date     Condition        Report By
 GL0493  HISTORY     - 1955     MONUMENTED       CGS
 GL0493
 GL0493                          STATION DESCRIPTION
 GL0493
 GL0493'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GL0493'29.85 MI NW FROM CLAYTON.
 GL0493'29.85 MILES NORTHWEST ALONG STATE ROAD 370 FROM ITS JUNCTION WITH U.S.
 GL0493'HIGHWAYS 64 AND 87 AT CLAYTON, 222 FEET NORTHEAST OF THE CENTER LINE
 GL0493'OF THE STATE ROAD, 0.1 MILE WEST OF AN ABANDONED FARMHOUSE, 71 FEET
 GL0493'EAST OF THE CENTER LINE OF A GRADED DIRT ROAD LEADING NORTH, 35.5 FEET
 GL0493'EAST OF A FENCE, 50 FEET SOUTH OF A FENCE LEADING EAST, 14 FEET EAST
 GL0493'OF A POWER POLE, 2.5 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A
 GL0493'CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0511 ***********************************************************************
 GL0511  DESIGNATION -  H 273
 GL0511  PID         -  GL0511
 GL0511  STATE/COUNTY-  NM/UNION
 GL0511  USGS QUAD   -  SENECA (1972)
 GL0511
 GL0511                         *CURRENT SURVEY CONTROL
 GL0511  ___________________________________________________________________
 GL0511* NAD 83(1986)-  36 44 41.     (N)    103 09 11.     (W)     SCALED    
 GL0511* NAVD 88     -      1542.434  (meters)    5060.47   (feet)  ADJUSTED  
 GL0511  ___________________________________________________________________
 GL0511  GEOID HEIGHT-         -21.92  (meters)                     GEOID03
 GL0511  DYNAMIC HT  -        1540.646 (meters)    5054.60  (feet)  COMP
 GL0511  MODELED GRAV-     979,418.2   (mgal)                       NAVD 88
 GL0511
 GL0511  VERT ORDER  -  SECOND    CLASS 0
 GL0511
 GL0511.The horizontal coordinates were scaled from a topographic map and have
 GL0511.an estimated accuracy of +/- 6 seconds.
 GL0511
 GL0511.The orthometric height was determined by differential leveling
 GL0511.and adjusted by the National Geodetic Survey in June 1991..
 GL0511
 GL0511.The geoid height was determined by GEOID03.
 GL0511
 GL0511.The dynamic height is computed by dividing the NAVD 88
 GL0511.geopotential number by the normal gravity value computed on the
 GL0511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0511.degrees latitude (g = 980.6199 gals.).
 GL0511
 GL0511.The modeled gravity was interpolated from observed gravity values.
 GL0511
 GL0511;                    North         East    Units  Estimated Accuracy
 GL0511;SPC NM E     -   637,800.      270,400.      MT  (+/- 180 meters Scaled)
 GL0511
 GL0511                          SUPERSEDED SURVEY CONTROL
 GL0511
 GL0511  NGVD 29 (??/??/92) 1541.695  (m)         5058.04   (f) ADJ UNCH    2 0
 GL0511
 GL0511.Superseded values are not recommended for survey control.
 GL0511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0511.See file dsdata.txt to determine how the superseded data were derived.
 GL0511
 GL0511_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA648681(NAD 83)
 GL0511_MARKER: DB = BENCH MARK DISK
 GL0511_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0511_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0511_STAMPING: H 273 1955
 GL0511_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0511+STABILITY: SURFACE MOTION
 GL0511
 GL0511  HISTORY     - Date     Condition        Report By
 GL0511  HISTORY     - 1955     MONUMENTED       CGS
 GL0511
 GL0511                          STATION DESCRIPTION
 GL0511
 GL0511'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GL0511'17.25 MI N FROM SENECA.
 GL0511'9.2 MILES NORTHEAST ALONG STATE HIGHWAY 18 FROM THE POST OFFICE AT
 GL0511'SENECA, THENCE 2.0 MILES NORTH ALONG A GRADED DIRT ROAD, THENCE 6.05
 GL0511'MILES WEST ALONG A GRADED DIRT ROAD, ON THE OUTSIDE OF A CURVE IN THE
 GL0511'ROAD, 0.1 MILE NORTHEAST OF THE TOP OF A HILL, 129 FEET SOUTHEAST OF
 GL0511'THE CENTER LINE OF A ROAD, 32.6 FEET NORTHEAST OF A FENCE CORNER, 2.3
 GL0511'FEET NORTHWEST OF A FENCE, 2 FEET NORTHEAST OF A WITNESS POST, SET IN
 GL0511'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0416 ***********************************************************************
 GL0416  DESIGNATION -  H 274
 GL0416  PID         -  GL0416
 GL0416  STATE/COUNTY-  NM/UNION
 GL0416  USGS QUAD   -  SENECA (1972)
 GL0416
 GL0416                         *CURRENT SURVEY CONTROL
 GL0416  ___________________________________________________________________
 GL0416* NAD 83(1986)-  36 39 19.     (N)    103 13 01.     (W)     SCALED    
 GL0416* NAVD 88     -      1565.877  (meters)    5137.38   (feet)  ADJUSTED  
 GL0416  ___________________________________________________________________
 GL0416  GEOID HEIGHT-         -21.67  (meters)                     GEOID03
 GL0416  DYNAMIC HT  -        1564.060 (meters)    5131.42  (feet)  COMP
 GL0416  MODELED GRAV-     979,416.0   (mgal)                       NAVD 88
 GL0416
 GL0416  VERT ORDER  -  SECOND    CLASS 0
 GL0416
 GL0416.The horizontal coordinates were scaled from a topographic map and have
 GL0416.an estimated accuracy of +/- 6 seconds.
 GL0416
 GL0416.The orthometric height was determined by differential leveling
 GL0416.and adjusted by the National Geodetic Survey in June 1991..
 GL0416
 GL0416.The geoid height was determined by GEOID03.
 GL0416
 GL0416.The dynamic height is computed by dividing the NAVD 88
 GL0416.geopotential number by the normal gravity value computed on the
 GL0416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0416.degrees latitude (g = 980.6199 gals.).
 GL0416
 GL0416.The modeled gravity was interpolated from observed gravity values.
 GL0416
 GL0416;                    North         East    Units  Estimated Accuracy
 GL0416;SPC NM E     -   627,810.      264,810.      MT  (+/- 180 meters Scaled)
 GL0416
 GL0416                          SUPERSEDED SURVEY CONTROL
 GL0416
 GL0416  NGVD 29 (??/??/92) 1565.146  (m)         5134.98   (f) ADJ UNCH    2 0
 GL0416
 GL0416.Superseded values are not recommended for survey control.
 GL0416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0416.See file dsdata.txt to determine how the superseded data were derived.
 GL0416
 GL0416_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA593581(NAD 83)
 GL0416_MARKER: DB = BENCH MARK DISK
 GL0416_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0416_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0416_STAMPING: H 274 1955
 GL0416_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0416+STABILITY: SURFACE MOTION
 GL0416
 GL0416  HISTORY     - Date     Condition        Report By
 GL0416  HISTORY     - 1955     MONUMENTED       CGS
 GL0416
 GL0416                          STATION DESCRIPTION
 GL0416
 GL0416'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GL0416'6.9 MI NW FROM SENECA.
 GL0416'0.85 MILE NORTH ALONG STATE HIGHWAY 18 FROM THE POST OFFICE AT SENECA,
 GL0416'THENCE 3.05 MILES WEST ALONG A GRADED DIRT ROAD, THENCE 1.0 MILE NORTH
 GL0416'ALONG A GRADED DIRT ROAD, THENCE 2.0 MILES WEST ALONG A GRADED DIRT
 GL0416'ROAD, 72 FEET NORTH OF A THE CENTER LINE OF AN EAST AND WEST ROAD, 72
 GL0416'FEET NORTHWEST OF A POWER POLE, 26 FEET WEST OF THE CENTER LINE OF A
 GL0416'GRADED DIRT ROAD LEADING NORTH, 2.6 FEET EAST OF A FENCE, 2.3 FEET
 GL0416'SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 GL0416'PROJECTS 0.7 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1265 ***********************************************************************
 GL1265  DESIGNATION -  H 275
 GL1265  PID         -  GL1265
 GL1265  STATE/COUNTY-  NM/UNION
 GL1265  USGS QUAD   -  GRENVILLE SW (1973)
 GL1265
 GL1265                         *CURRENT SURVEY CONTROL
 GL1265  ___________________________________________________________________
 GL1265* NAD 83(1986)-  36 30 23.     (N)    103 38 57.     (W)     SCALED    
 GL1265* NAVD 88     -      1824.165  (meters)    5984.78   (feet)  ADJUSTED  
 GL1265  ___________________________________________________________________
 GL1265  GEOID HEIGHT-         -19.95  (meters)                     GEOID03
 GL1265  DYNAMIC HT  -        1821.935 (meters)    5977.47  (feet)  COMP
 GL1265  MODELED GRAV-     979,343.7   (mgal)                       NAVD 88
 GL1265
 GL1265  VERT ORDER  -  SECOND    CLASS 0
 GL1265
 GL1265.The horizontal coordinates were scaled from a topographic map and have
 GL1265.an estimated accuracy of +/- 6 seconds.
 GL1265
 GL1265.The orthometric height was determined by differential leveling
 GL1265.and adjusted by the National Geodetic Survey in June 1991..
 GL1265
 GL1265.The geoid height was determined by GEOID03.
 GL1265
 GL1265.The dynamic height is computed by dividing the NAVD 88
 GL1265.geopotential number by the normal gravity value computed on the
 GL1265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL1265.degrees latitude (g = 980.6199 gals.).
 GL1265
 GL1265.The modeled gravity was interpolated from observed gravity values.
 GL1265
 GL1265;                    North         East    Units  Estimated Accuracy
 GL1265;SPC NM E     -   610,920.      226,290.      MT  (+/- 180 meters Scaled)
 GL1265
 GL1265                          SUPERSEDED SURVEY CONTROL
 GL1265
 GL1265  NGVD 29 (??/??/92) 1823.315  (m)         5981.99   (f) ADJ UNCH    2 0
 GL1265
 GL1265.Superseded values are not recommended for survey control.
 GL1265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1265.See file dsdata.txt to determine how the superseded data were derived.
 GL1265
 GL1265_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA209409(NAD 83)
 GL1265_MARKER: DB = BENCH MARK DISK
 GL1265_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL1265_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL1265_STAMPING: H 275 1955
 GL1265_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL1265+STABILITY: SURFACE MOTION
 GL1265
 GL1265  HISTORY     - Date     Condition        Report By
 GL1265  HISTORY     - 1955     MONUMENTED       CGS
 GL1265
 GL1265                          STATION DESCRIPTION
 GL1265
 GL1265'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GL1265'7.8 MI S FROM GRENVILLE.
 GL1265'0.25 MILE WEST ALONG A GRAVELED ROAD FROM THE COLORADO AND SOUTHERN
 GL1265'RAILROAD STATION AT GRENVILLE, THENCE 7.55 MILES SOUTH ALONG STATE
 GL1265'ROAD 120, 0.25 MILE SOUTH OF A JUNCTION WITH A DIRT ROAD LEADING WEST,
 GL1265'0.3 MILE NORTH OF A LAKE, 48 FEET WEST OF THE CENTER LINE OF THE STATE
 GL1265'ROAD, 2.3 FEET NORTH OF A WITNESS POST, 1.3 FEET EAST OF A FENCE, SET
 GL1265'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE
 GL1265'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0719 ***********************************************************************
 FM0719  DESIGNATION -  H 276
 FM0719  PID         -  FM0719
 FM0719  STATE/COUNTY-  NM/HARDING
 FM0719  USGS QUAD   -  BUEYEROS (1973)
 FM0719
 FM0719                         *CURRENT SURVEY CONTROL
 FM0719  ___________________________________________________________________
 FM0719* NAD 83(1986)-  35 54 30.     (N)    103 41 38.     (W)     SCALED    
 FM0719* NAVD 88     -      1389.273  (meters)    4557.97   (feet)  ADJUSTED  
 FM0719  ___________________________________________________________________
 FM0719  GEOID HEIGHT-         -21.02  (meters)                     GEOID03
 FM0719  DYNAMIC HT  -        1387.622 (meters)    4552.56  (feet)  COMP
 FM0719  MODELED GRAV-     979,395.3   (mgal)                       NAVD 88
 FM0719
 FM0719  VERT ORDER  -  SECOND    CLASS 0
 FM0719
 FM0719.The horizontal coordinates were scaled from a topographic map and have
 FM0719.an estimated accuracy of +/- 6 seconds.
 FM0719
 FM0719.The orthometric height was determined by differential leveling
 FM0719.and adjusted by the National Geodetic Survey in June 1991..
 FM0719
 FM0719.The geoid height was determined by GEOID03.
 FM0719
 FM0719.The dynamic height is computed by dividing the NAVD 88
 FM0719.geopotential number by the normal gravity value computed on the
 FM0719.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0719.degrees latitude (g = 980.6199 gals.).
 FM0719
 FM0719.The modeled gravity was interpolated from observed gravity values.
 FM0719
 FM0719;                    North         East    Units  Estimated Accuracy
 FM0719;SPC NM E     -   544,540.      222,720.      MT  (+/- 180 meters Scaled)
 FM0719
 FM0719                          SUPERSEDED SURVEY CONTROL
 FM0719
 FM0719  NGVD 29 (??/??/92) 1388.621  (m)         4555.83   (f) ADJ UNCH    2 0
 FM0719
 FM0719.Superseded values are not recommended for survey control.
 FM0719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0719.See file dsdata.txt to determine how the superseded data were derived.
 FM0719
 FM0719_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFV178745(NAD 83)
 FM0719_MARKER: DB = BENCH MARK DISK
 FM0719_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0719_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0719_STAMPING: H 276 1955
 FM0719_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0719+STABILITY: SURFACE MOTION
 FM0719
 FM0719  HISTORY     - Date     Condition        Report By
 FM0719  HISTORY     - 1955     MONUMENTED       CGS
 FM0719
 FM0719                          STATION DESCRIPTION
 FM0719
 FM0719'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 FM0719'5.5 MI S FROM BUEYEROS.
 FM0719'0.5 MILE WEST ALONG STATE HIGHWAY 57 FROM THE POST OFFICE AT BUEYEROS,
 FM0719'THENCE 5.0 MILES SOUTH ALONG STATE HIGHWAY 171, AT THE TOP OF A SMALL
 FM0719'HILL, 65 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 2.3 FEET EAST OF
 FM0719'A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5
 FM0719'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0995 ***********************************************************************
 GL0995  DESIGNATION -  H 277
 GL0995  PID         -  GL0995
 GL0995  STATE/COUNTY-  NM/UNION
 GL0995  USGS QUAD   -  MINNIE BUTTE (1973)
 GL0995
 GL0995                         *CURRENT SURVEY CONTROL
 GL0995  ___________________________________________________________________
 GL0995* NAD 83(1986)-  36 06 05.     (N)    103 33 13.     (W)     SCALED    
 GL0995* NAVD 88     -      1496.339  (meters)    4909.24   (feet)  ADJUSTED  
 GL0995  ___________________________________________________________________
 GL0995  GEOID HEIGHT-         -20.99  (meters)                     GEOID03
 GL0995  DYNAMIC HT  -        1494.553 (meters)    4903.38  (feet)  COMP
 GL0995  MODELED GRAV-     979,385.7   (mgal)                       NAVD 88
 GL0995
 GL0995  VERT ORDER  -  SECOND    CLASS 0
 GL0995
 GL0995.The horizontal coordinates were scaled from a topographic map and have
 GL0995.an estimated accuracy of +/- 6 seconds.
 GL0995
 GL0995.The orthometric height was determined by differential leveling
 GL0995.and adjusted by the National Geodetic Survey in June 1991..
 GL0995
 GL0995.The geoid height was determined by GEOID03.
 GL0995
 GL0995.The dynamic height is computed by dividing the NAVD 88
 GL0995.geopotential number by the normal gravity value computed on the
 GL0995.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0995.degrees latitude (g = 980.6199 gals.).
 GL0995
 GL0995.The modeled gravity was interpolated from observed gravity values.
 GL0995
 GL0995;                    North         East    Units  Estimated Accuracy
 GL0995;SPC NM E     -   566,050.      235,210.      MT  (+/- 180 meters Scaled)
 GL0995
 GL0995                          SUPERSEDED SURVEY CONTROL
 GL0995
 GL0995  NGVD 29 (??/??/92) 1495.644  (m)         4906.96   (f) ADJ UNCH    2 0
 GL0995
 GL0995.Superseded values are not recommended for survey control.
 GL0995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0995.See file dsdata.txt to determine how the superseded data were derived.
 GL0995
 GL0995_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFV301961(NAD 83)
 GL0995_MARKER: DB = BENCH MARK DISK
 GL0995_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0995_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0995_STAMPING: H 277 1955
 GL0995_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0995+STABILITY: SURFACE MOTION
 GL0995
 GL0995  HISTORY     - Date     Condition        Report By
 GL0995  HISTORY     - 1955     MONUMENTED       CGS
 GL0995
 GL0995                          STATION DESCRIPTION
 GL0995
 GL0995'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GL0995'13.7 MI NE FROM BUEYEROS.
 GL0995'2.5 MILES NORTHEAST ALONG STATE HIGHWAY 57 FROM THE POST OFFICE AT
 GL0995'BUEYEROS, THENCE 11.2 MILES NORTHEAST ALONG A GRADED DIRT ROAD, 68
 GL0995'FEET NORTHWEST OF THE CENTER LINE OF A NORTHEAST AND SOUTHWEST ROAD,
 GL0995'64 FEET NORTH OF THE CENTER LINE OF A ROAD LEADING WEST, 2.5 FEET EAST
 GL0995'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 GL0995'0.4 FOOT ABOVE THE GROUND, 1.0 MILE SOUTHWEST OF BENCH MARK J 277.
 GL0995'NOTE-- STATE HIGHWAY 57 IS NOW STATE HIGHWAY 102.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1052 ***********************************************************************
 GL1052  DESIGNATION -  H 278
 GL1052  PID         -  GL1052
 GL1052  STATE/COUNTY-  NM/HARDING
 GL1052  USGS QUAD   -  YATES SE (1973)
 GL1052
 GL1052                         *CURRENT SURVEY CONTROL
 GL1052  ___________________________________________________________________
 GL1052* NAD 83(1992)-  36 00 08.13666(N)    103 49 20.00723(W)     ADJUSTED  
 GL1052* NAVD 88     -      1655.311  (meters)    5430.80   (feet)  ADJUSTED  
 GL1052  ___________________________________________________________________
 GL1052  LAPLACE CORR-          -5.43  (seconds)                    DEFLEC99
 GL1052  GEOID HEIGHT-         -20.31  (meters)                     GEOID03
 GL1052  DYNAMIC HT  -        1653.291 (meters)    5424.17  (feet)  COMP
 GL1052  MODELED GRAV-     979,353.6   (mgal)                       NAVD 88
 GL1052
 GL1052  HORZ ORDER  -  SECOND
 GL1052  VERT ORDER  -  SECOND    CLASS 0
 GL1052
 GL1052.The horizontal coordinates were established by classical geodetic methods
 GL1052.and adjusted by the National Geodetic Survey in December 1993..
 GL1052.No horizontal observational check was made to the station.
 GL1052
 GL1052.The orthometric height was determined by differential leveling
 GL1052.and adjusted by the National Geodetic Survey in June 1991..
 GL1052
 GL1052.The Laplace correction was computed from DEFLEC99 derived deflections.
 GL1052
 GL1052.The geoid height was determined by GEOID03.
 GL1052
 GL1052.The dynamic height is computed by dividing the NAVD 88
 GL1052.geopotential number by the normal gravity value computed on the
 GL1052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL1052.degrees latitude (g = 980.6199 gals.).
 GL1052
 GL1052.The modeled gravity was interpolated from observed gravity values.
 GL1052
 GL1052;                    North         East     Units Scale Factor Converg.
 GL1052;SPC NM E     -   554,889.507   211,078.168   MT  0.99993524   +0 18 01.6
 GL1052;SPC NM E     - 1,820,499.99    692,512.29   sFT  0.99993524   +0 18 01.6
 GL1052;UTM  13      - 3,984,840.506   606,149.431   MT  0.99973884   +0 41 32.6
 GL1052
 GL1052!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GL1052!SPC NM E     -   0.99974345  x   0.99993524  =   0.99967871
 GL1052!UTM  13      -   0.99974345  x   0.99973884  =   0.99948236
 GL1052
 GL1052                          SUPERSEDED SURVEY CONTROL
 GL1052
 GL1052  NAD 83(1986)-  36 00 08.14537(N)    103 49 20.00442(W) AD(       ) 2
 GL1052  NAD 27      -  36 00 08.02030(N)    103 49 18.12760(W) AD(       ) 2
 GL1052  NGVD 29 (??/??/92) 1654.588  (m)         5428.43   (f) ADJ UNCH    2 0
 GL1052
 GL1052.Superseded values are not recommended for survey control.
 GL1052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1052.See file dsdata.txt to determine how the superseded data were derived.
 GL1052
 GL1052_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFV0614984841(NAD 83)
 GL1052_MARKER: DB = BENCH MARK DISK
 GL1052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL1052_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL1052_STAMPING: H 278 1955
 GL1052_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL1052+STABILITY: SURFACE MOTION
 GL1052
 GL1052  HISTORY     - Date     Condition        Report By
 GL1052  HISTORY     - 1955     MONUMENTED       CGS
 GL1052  HISTORY     - 1960     GOOD             CGS
 GL1052
 GL1052                          STATION DESCRIPTION
 GL1052
 GL1052'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GL1052'10.8 MI NW FROM BUEYEROS.
 GL1052'10.8 MILES NORTHWEST ALONG STATE HIGHWAY 57 FROM THE POST OFFICE AT
 GL1052'BUEYEROS, 48 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 2.5 FEET
 GL1052'NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 GL1052'PROJECTS 0.5 FOOT ABOVE THE GROUND.
 GL1052
 GL1052                          STATION RECOVERY (1960)
 GL1052
 GL1052'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HWK)
 GL1052'THE STATION IS APPROXIMATELY 20-1/4 MILES EAST AND 4 MILES
 GL1052'NORTH OF ROY, 6-1/2 MILES EAST AND 15-3/4 MILES NORTH OF
 GL1052'MESQUERO, ON PASTURE LAND APPROXIMATELY 0.25 MILES EAST OF
 GL1052'A WINDMILL AND TWO LARGE STOCK TANKS, IN THE SOUTHEAST QUARTER
 GL1052'OF SECTION 34, T 21 N, R 29 E, AND ON LAND OWNED BY MR. C.J.
 GL1052'CLAVELS.  IT IS 34 FEET SOUTH OF THE CENTER OF A SMALL WASH
 GL1052'AND 10.5 FEET NORTH OF THE EAST-WEST ROAD.
 GL1052'
 GL1052'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 GL1052'CLAVELS, DISTANCE BEING 681.20 FT. (207.630 METERS) EAST OF
 GL1052'STATION CLAVELS.  THE MARK IS A STANDARD U.S. COAST AND
 GL1052'GEODETIC SURVEY BENCH MARK DISK STAMPED H 278 1955, AND
 GL1052'IS SET IN A ROUND CONCRETE POST WHICH PROJECTS 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0796 ***********************************************************************
 GL0796  DESIGNATION -  H 279
 GL0796  PID         -  GL0796
 GL0796  STATE/COUNTY-  NM/UNION
 GL0796  USGS QUAD   -  PEDERNAL CREEK (1966)
 GL0796
 GL0796                         *CURRENT SURVEY CONTROL
 GL0796  ___________________________________________________________________
 GL0796* NAD 83(1986)-  36 06 37.     (N)    103 27 46.     (W)     SCALED    
 GL0796* NAVD 88     -      1469.322  (meters)    4820.60   (feet)  ADJUSTED  
 GL0796  ___________________________________________________________________
 GL0796  GEOID HEIGHT-         -21.34  (meters)                     GEOID03
 GL0796  DYNAMIC HT  -        1467.561 (meters)    4814.82  (feet)  COMP
 GL0796  MODELED GRAV-     979,382.7   (mgal)                       NAVD 88
 GL0796
 GL0796  VERT ORDER  -  SECOND    CLASS 0
 GL0796
 GL0796.The horizontal coordinates were scaled from a topographic map and have
 GL0796.an estimated accuracy of +/- 6 seconds.
 GL0796
 GL0796.The orthometric height was determined by differential leveling
 GL0796.and adjusted by the National Geodetic Survey in June 1991..
 GL0796
 GL0796.The geoid height was determined by GEOID03.
 GL0796
 GL0796.The dynamic height is computed by dividing the NAVD 88
 GL0796.geopotential number by the normal gravity value computed on the
 GL0796.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0796.degrees latitude (g = 980.6199 gals.).
 GL0796
 GL0796.The modeled gravity was interpolated from observed gravity values.
 GL0796
 GL0796;                    North         East    Units  Estimated Accuracy
 GL0796;SPC NM E     -   567,100.      243,380.      MT  (+/- 180 meters Scaled)
 GL0796
 GL0796                          SUPERSEDED SURVEY CONTROL
 GL0796
 GL0796  NGVD 29 (??/??/92) 1468.617  (m)         4818.29   (f) ADJ UNCH    2 0
 GL0796
 GL0796.Superseded values are not recommended for survey control.
 GL0796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0796.See file dsdata.txt to determine how the superseded data were derived.
 GL0796
 GL0796_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFV383972(NAD 83)
 GL0796_MARKER: DB = BENCH MARK DISK
 GL0796_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0796_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0796_STAMPING: H 279 1955
 GL0796_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0796+STABILITY: SURFACE MOTION
 GL0796
 GL0796  HISTORY     - Date     Condition        Report By
 GL0796  HISTORY     - 1955     MONUMENTED       CGS
 GL0796
 GL0796                          STATION DESCRIPTION
 GL0796
 GL0796'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GL0796'8.3 MI SW FROM CLAPHAM.
 GL0796'2.1 MILES SOUTHWEST ALONG A GRADED DIRT ROAD FROM THE SCHOOL AT
 GL0796'CLAPHAM, THENCE 1.6 MILES SOUTH ALONG A GRADED DIRT ROAD, THENCE 2.6
 GL0796'MILES SOUTHWEST ALONG A GRADED DIRT ROAD, THENCE 2.0 MILES WEST ALONG
 GL0796'A GRADED DIRT ROAD, 158 FEET NORTHEAST OF A POWER POLE, 130 FEET EAST
 GL0796'OF A FENCE CORNER, 30 FEET NORTHEAST OF THE CENTER LINE OF A ROAD, 2
 GL0796'FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 GL0796'PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0238 ***********************************************************************
 DR0238  DESIGNATION -  H 28
 DR0238  PID         -  DR0238
 DR0238  STATE/COUNTY-  NM/CHAVES
 DR0238  USGS QUAD   -  COMANCHE SPRING (1975)
 DR0238
 DR0238                         *CURRENT SURVEY CONTROL
 DR0238  ___________________________________________________________________
 DR0238* NAD 83(1986)-  33 23 25.     (N)    104 18 01.     (W)     SCALED    
 DR0238* NAVD 88     -      1091.997  (meters)    3582.66   (feet)  POSTED    
 DR0238  ___________________________________________________________________
 DR0238  GEOID HEIGHT-         -23.23  (meters)                     GEOID03
 DR0238  DYNAMIC HT  -        1090.510 (meters)    3577.78  (feet)  COMP
 DR0238  MODELED GRAV-     979,239.0   (mgal)                       NAVD 88
 DR0238
 DR0238  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 DR0238
 DR0238.The horizontal coordinates were scaled from a topographic map and have
 DR0238.an estimated accuracy of +/- 6 seconds.
 DR0238
 DR0238.The orthometric height was determined by differential leveling
 DR0238.and adjusted by the National Geodetic Survey in 1992..
 DR0238.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 DR0238.rate of 2.1 thru 3.0 mm/km.
 DR0238
 DR0238.The geoid height was determined by GEOID03.
 DR0238
 DR0238.The dynamic height is computed by dividing the NAVD 88
 DR0238.geopotential number by the normal gravity value computed on the
 DR0238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0238.degrees latitude (g = 980.6199 gals.).
 DR0238
 DR0238.The modeled gravity was interpolated from observed gravity values.
 DR0238
 DR0238;                    North         East    Units  Estimated Accuracy
 DR0238;SPC NM E     -   265,040.      168,080.      MT  (+/- 180 meters Scaled)
 DR0238
 DR0238                          SUPERSEDED SURVEY CONTROL
 DR0238
 DR0238  NGVD 29 (??/??/92) 1091.494  (m)         3581.01   (f) ADJ UNCH    2 0
 DR0238
 DR0238.Superseded values are not recommended for survey control.
 DR0238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0238.See file dsdata.txt to determine how the superseded data were derived.
 DR0238
 DR0238_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES650947(NAD 83)
 DR0238_MARKER: Z = SEE DESCRIPTION
 DR0238_SETTING: 0 = UNSPECIFIED SETTING
 DR0238_STAMPING: H 28 1930
 DR0238_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR0238
 DR0238  HISTORY     - Date     Condition        Report By
 DR0238  HISTORY     - 1930     MONUMENTED       USGS
 DR0238  HISTORY     - 1943     GOOD             NGS
 DR0238
 DR0238                          STATION DESCRIPTION
 DR0238
 DR0238'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 DR0238'17.0 MI SE FROM ROSWELL.
 DR0238'THIS MARK IS 17.0 MILES SOUTHEAST OF THE COURTHOUSE AT ROSWELL, N. M.
 DR0238'ABOUT 8.1 MILES EAST ALONG U. S. HIGHWAY 380 FROM THE COURTHOUSE AT
 DR0238'ROSWELL, N. M., THENCE, 2.0 MILES SOUTH ALONG A DIRT ROAD THRU A
 DR0238'FIELD, THENCE 6.9 MILES EAST ALONG THE OLD HIGHWAY GRADE. MEASUREMENTS
 DR0238'TAKEN ON LOCAL REFERENCES STILL HOLD GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0237 ***********************************************************************
 GM0237  DESIGNATION -  H 28
 GM0237  PID         -  GM0237
 GM0237  STATE/COUNTY-  NM/COLFAX
 GM0237  USGS QUAD   -  TOUCH-ME-NOT MOUNTAIN (1987)
 GM0237
 GM0237                         *CURRENT SURVEY CONTROL
 GM0237  ___________________________________________________________________
 GM0237* NAD 83(1986)-  36 31 29.     (N)    105 10 59.     (W)     SCALED    
 GM0237* NAVD 88     -      2400.892  (meters)    7876.93   (feet)  ADJUSTED  
 GM0237  ___________________________________________________________________
 GM0237  GEOID HEIGHT-         -16.67  (meters)                     GEOID03
 GM0237  DYNAMIC HT  -        2397.550 (meters)    7865.96  (feet)  COMP
 GM0237  MODELED GRAV-     979,152.9   (mgal)                       NAVD 88
 GM0237
 GM0237  VERT ORDER  -  FIRST     CLASS II
 GM0237
 GM0237.The horizontal coordinates were scaled from a topographic map and have
 GM0237.an estimated accuracy of +/- 6 seconds.
 GM0237
 GM0237.The orthometric height was determined by differential leveling
 GM0237.and adjusted by the National Geodetic Survey in June 1991..
 GM0237
 GM0237.The geoid height was determined by GEOID03.
 GM0237
 GM0237.The dynamic height is computed by dividing the NAVD 88
 GM0237.geopotential number by the normal gravity value computed on the
 GM0237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GM0237.degrees latitude (g = 980.6199 gals.).
 GM0237
 GM0237.The modeled gravity was interpolated from observed gravity values.
 GM0237
 GM0237;                    North         East    Units  Estimated Accuracy
 GM0237;SPC NM E     -   613,070.       88,900.      MT  (+/- 180 meters Scaled)
 GM0237
 GM0237                          SUPERSEDED SURVEY CONTROL
 GM0237
 GM0237.No superseded survey control is available for this station.
 GM0237
 GM0237_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDA836421(NAD 83)
 GM0237_MARKER: DD = SURVEY DISK
 GM0237_SETTING: 66 = SET IN ROCK OUTCROP
 GM0237_SP_SET: ROCK LEDGE
 GM0237_STAMPING: H 28 1927
 GM0237_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GM0237+STABILITY: POSITION/ELEVATION WELL
 GM0237
 GM0237  HISTORY     - Date     Condition        Report By
 GM0237  HISTORY     - 1927     MONUMENTED       USGS
 GM0237  HISTORY     - 1957     GOOD             NGS
 GM0237
 GM0237                          STATION DESCRIPTION
 GM0237
 GM0237'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GM0237'6.1 MI E FROM EAGLE NEST.
 GM0237'ABOUT 6.1 MILES EAST ALONG U.S. HIGHWAY 64 FROM ITS JUNCTION WITH
 GM0237'STATE HIGHWAY 38 AT EAGLE NEST, 0.45 MILE WEST OF CLEAR CREEK STORE,
 GM0237'NEAR THE CENTER OF A LARGE CLEARING, 44 FEET NORTH OF THE CENTER LINE
 GM0237'OF THE HIGHWAY, 206 FEET SOUTH OF THE SOUTH BANK OF THE CIMARRON
 GM0237'RIVER, 25 YARDS SOUTH OF AN OUTDOOR TOILET, ABOUT LEVEL WITH THE
 GM0237'HIGHWAY AND IN THE TOP OF A 2X4-FOOT ROCK LEDGE THAT PROJECTS ABOUT
 GM0237'1.3 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0295 ***********************************************************************
 FN0295  DESIGNATION -  H 28
 FN0295  PID         -  FN0295
 FN0295  STATE/COUNTY-  NM/SANTA FE
 FN0295  USGS QUAD   -  GALISTEO (1966)
 FN0295
 FN0295                         *CURRENT SURVEY CONTROL
 FN0295  ___________________________________________________________________
 FN0295* NAD 83(1986)-  35 28 56.     (N)    105 52 41.     (W)     SCALED    
 FN0295* NAVD 88     -      1978.602  (meters)    6491.46   (feet)  ADJUSTED  
 FN0295  ___________________________________________________________________
 FN0295  GEOID HEIGHT-         -18.78  (meters)                     GEOID03
 FN0295  DYNAMIC HT  -        1975.851 (meters)    6482.44  (feet)  COMP
 FN0295  MODELED GRAV-     979,172.3   (mgal)                       NAVD 88
 FN0295
 FN0295  VERT ORDER  -  FIRST     CLASS II
 FN0295
 FN0295.The horizontal coordinates were scaled from a topographic map and have
 FN0295.an estimated accuracy of +/- 6 seconds.
 FN0295
 FN0295.The orthometric height was determined by differential leveling
 FN0295.and adjusted by the National Geodetic Survey in June 1991..
 FN0295
 FN0295.The geoid height was determined by GEOID03.
 FN0295
 FN0295.The dynamic height is computed by dividing the NAVD 88
 FN0295.geopotential number by the normal gravity value computed on the
 FN0295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FN0295.degrees latitude (g = 980.6199 gals.).
 FN0295
 FN0295.The modeled gravity was interpolated from observed gravity values.
 FN0295
 FN0295;                    North         East    Units  Estimated Accuracy
 FN0295;SPC NM C     -   497,130.      533,750.      MT  (+/- 180 meters Scaled)
 FN0295
 FN0295                          SUPERSEDED SURVEY CONTROL
 FN0295
 FN0295  NGVD 29 (??/??/92) 1977.591  (m)         6488.15   (f) ADJ UNCH    1 2
 FN0295
 FN0295.Superseded values are not recommended for survey control.
 FN0295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0295.See file dsdata.txt to determine how the superseded data were derived.
 FN0295
 FN0295_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV203268(NAD 83)
 FN0295_MARKER: DB = BENCH MARK DISK
 FN0295_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FN0295_SP_SET: BUILDING
 FN0295_STAMPING: 6488.146 H 28 1933
 FN0295_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FN0295
 FN0295  HISTORY     - Date     Condition        Report By
 FN0295  HISTORY     - 1933     MONUMENTED       CGS
 FN0295  HISTORY     - 1934     GOOD             NGS
 FN0295
 FN0295                          STATION DESCRIPTION
 FN0295
 FN0295'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 FN0295'IN LAMY.
 FN0295'AT LAMY, SANTA FE COUNTY, ON THE ATCHISON, TOPEKA AND SANTA FE
 FN0295'RAILWAY, NORTH OF A WATER TOWER, AT THE NORTH CORNER OF THE HARVEY
 FN0295'HOUSE LAWN, 112 FEET NORTHWEST OF THE CENTER LINE OF THE MAIN TRACK,
 FN0295'AT A MANHOLE CASING, AND IN THE TOP OF THE EAST CORNER.  A STANDARD
 FN0295'DISK, STAMPED H 28 1933.
 FN0295
 FN0295                          STATION RECOVERY (1934)
 FN0295
 FN0295'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 FN0295'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0974 ***********************************************************************
 GL0974  DESIGNATION -  H 280
 GL0974  PID         -  GL0974
 GL0974  STATE/COUNTY-  NM/UNION
 GL0974  USGS QUAD   -  ARAGON HILL (1977)
 GL0974
 GL0974                         *CURRENT SURVEY CONTROL
 GL0974  ___________________________________________________________________
 GL0974* NAD 83(1986)-  36 10 51.     (N)    103 45 05.     (W)     SCALED    
 GL0974* NAVD 88     -      1718.165  (meters)    5637.01   (feet)  ADJUSTED  
 GL0974  ___________________________________________________________________
 GL0974  GEOID HEIGHT-         -20.07  (meters)                     GEOID03
 GL0974  DYNAMIC HT  -        1716.076 (meters)    5630.16  (feet)  COMP
 GL0974  MODELED GRAV-     979,355.0   (mgal)                       NAVD 88
 GL0974
 GL0974  VERT ORDER  -  SECOND    CLASS 0
 GL0974
 GL0974.The horizontal coordinates were scaled from a topographic map and have
 GL0974.an estimated accuracy of +/- 6 seconds.
 GL0974
 GL0974.The orthometric height was determined by differential leveling
 GL0974.and adjusted by the National Geodetic Survey in June 1991..
 GL0974
 GL0974.The geoid height was determined by GEOID03.
 GL0974
 GL0974.The dynamic height is computed by dividing the NAVD 88
 GL0974.geopotential number by the normal gravity value computed on the
 GL0974.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0974.degrees latitude (g = 980.6199 gals.).
 GL0974
 GL0974.The modeled gravity was interpolated from observed gravity values.
 GL0974
 GL0974;                    North         East    Units  Estimated Accuracy
 GL0974;SPC NM E     -   574,740.      217,350.      MT  (+/- 180 meters Scaled)
 GL0974
 GL0974                          SUPERSEDED SURVEY CONTROL
 GL0974
 GL0974  NGVD 29 (??/??/92) 1717.417  (m)         5634.56   (f) ADJ UNCH    2 0
 GL0974
 GL0974.Superseded values are not recommended for survey control.
 GL0974.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0974.See file dsdata.txt to determine how the superseded data were derived.
 GL0974
 GL0974_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA122047(NAD 83)
 GL0974_MARKER: DB = BENCH MARK DISK
 GL0974_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0974_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0974_STAMPING: H 280 1955
 GL0974_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0974+STABILITY: SURFACE MOTION
 GL0974
 GL0974  HISTORY     - Date     Condition        Report By
 GL0974  HISTORY     - 1955     MONUMENTED       CGS
 GL0974
 GL0974                          STATION DESCRIPTION
 GL0974
 GL0974'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GL0974'19.7 MI SE FROM GLADSTONE.
 GL0974'8.0 MILES EAST ALONG STATE HIGHWAY 58 FROM THE POST OFFICE AT
 GL0974'GLADSTONE, THENCE 5.6 MILES SOUTH ALONG STATE HIGHWAY 120, THENCE 2.1
 GL0974'MILES SOUTHEAST ALONG A GRADED DIRT ROAD, THENCE 4.0 MILES SOUTHEAST
 GL0974'ALONG A TRACK ROAD, 0.2 MILE SOUTH OF A CATTLE GUARD, 37 FEET WEST OF
 GL0974'THE CENTER LINE OF A ROAD, 2 FEET EAST OF A WITNESS POST, SET IN THE
 GL0974'TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 GL0974'NOTE-- STATE HIGHWAY 58 IS NOW US HIGHWAY 56.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0983 ***********************************************************************
 GL0983  DESIGNATION -  H 281
 GL0983  PID         -  GL0983
 GL0983  STATE/COUNTY-  NM/UNION
 GL0983  USGS QUAD   -  BEENHAM SW (1977)
 GL0983
 GL0983                         *CURRENT SURVEY CONTROL
 GL0983  ___________________________________________________________________
 GL0983* NAD 83(1986)-  36 07 27.     (N)    103 41 19.     (W)     SCALED    
 GL0983* NAVD 88     -      1652.125  (meters)    5420.35   (feet)  ADJUSTED  
 GL0983  ___________________________________________________________________
 GL0983  GEOID HEIGHT-         -20.43  (meters)                     GEOID03
 GL0983  DYNAMIC HT  -        1650.137 (meters)    5413.82  (feet)  COMP
 GL0983  MODELED GRAV-     979,370.1   (mgal)                       NAVD 88
 GL0983
 GL0983  VERT ORDER  -  SECOND    CLASS 0
 GL0983
 GL0983.The horizontal coordinates were scaled from a topographic map and have
 GL0983.an estimated accuracy of +/- 6 seconds.
 GL0983
 GL0983.The orthometric height was determined by differential leveling
 GL0983.and adjusted by the National Geodetic Survey in June 1991..
 GL0983
 GL0983.The geoid height was determined by GEOID03.
 GL0983
 GL0983.The dynamic height is computed by dividing the NAVD 88
 GL0983.geopotential number by the normal gravity value computed on the
 GL0983.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0983.degrees latitude (g = 980.6199 gals.).
 GL0983
 GL0983.The modeled gravity was interpolated from observed gravity values.
 GL0983
 GL0983;                    North         East    Units  Estimated Accuracy
 GL0983;SPC NM E     -   568,490.      223,030.      MT  (+/- 180 meters Scaled)
 GL0983
 GL0983                          SUPERSEDED SURVEY CONTROL
 GL0983
 GL0983  NGVD 29 (??/??/92) 1651.410  (m)         5418.00   (f) ADJ UNCH    2 0
 GL0983
 GL0983.Superseded values are not recommended for survey control.
 GL0983.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0983.See file dsdata.txt to determine how the superseded data were derived.
 GL0983
 GL0983_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFV180985(NAD 83)
 GL0983_MARKER: DB = BENCH MARK DISK
 GL0983_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0983_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0983_STAMPING: H 281 1955
 GL0983_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0983+STABILITY: SURFACE MOTION
 GL0983
 GL0983  HISTORY     - Date     Condition        Report By
 GL0983  HISTORY     - 1955     MONUMENTED       CGS
 GL0983  HISTORY     - 1973     GOOD             USGS
 GL0983
 GL0983                          STATION DESCRIPTION
 GL0983
 GL0983'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GL0983'25.5 MI N FROM BUEYEROS.
 GL0983'2.5 MILES NORTHEAST ALONG STATE HIGHWAY 57 FROM THE POST OFFICE AT
 GL0983'BUEYEROS, THENCE 11.2 MILES NORTHEAST ALONG A GRADED DIRT ROAD, THENCE
 GL0983'4.5 MILES WEST ALONG A WINDING PRIVATE TRACK ROAD, THENCE 5.3 MILES
 GL0983'SOUTHWEST ALONG A PRIVATE TRACK ROAD, THENCE 2.0 MILES NORTHWEST ALONG
 GL0983'A PRIVATE TRACK ROAD, 42 FEET NORTH OF THE CENTER LINE OF A ROAD, 2
 GL0983'FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 GL0983'PROJECTS 0.4 FOOT ABOVE THE GROUND.  NOTE-- STATE HIGHWAY 57 IS NOW
 GL0983'STATE HIGHWAY 102.
 GL0983
 GL0983                          STATION RECOVERY (1973)
 GL0983
 GL0983'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 GL0983'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1007 ***********************************************************************
 GL1007  DESIGNATION -  H 282
 GL1007  PID         -  GL1007
 GL1007  STATE/COUNTY-  NM/UNION
 GL1007  USGS QUAD   -  GARCIA CREEK (1973)
 GL1007
 GL1007                         *CURRENT SURVEY CONTROL
 GL1007  ___________________________________________________________________
 GL1007* NAD 83(1986)-  36 10 29.     (N)    103 36 23.     (W)     SCALED    
 GL1007* NAVD 88     -      1629.953  (meters)    5347.60   (feet)  ADJUSTED  
 GL1007  ___________________________________________________________________
 GL1007  GEOID HEIGHT-         -20.65  (meters)                     GEOID03
 GL1007  DYNAMIC HT  -        1627.980 (meters)    5341.13  (feet)  COMP
 GL1007  MODELED GRAV-     979,363.9   (mgal)                       NAVD 88
 GL1007
 GL1007  VERT ORDER  -  SECOND    CLASS 0
 GL1007
 GL1007.The horizontal coordinates were scaled from a topographic map and have
 GL1007.an estimated accuracy of +/- 6 seconds.
 GL1007
 GL1007.The orthometric height was determined by differential leveling
 GL1007.and adjusted by the National Geodetic Survey in June 1991..
 GL1007
 GL1007.The geoid height was determined by GEOID03.
 GL1007
 GL1007.The dynamic height is computed by dividing the NAVD 88
 GL1007.geopotential number by the normal gravity value computed on the
 GL1007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL1007.degrees latitude (g = 980.6199 gals.).
 GL1007
 GL1007.The modeled gravity was interpolated from observed gravity values.
 GL1007
 GL1007;                    North         East    Units  Estimated Accuracy
 GL1007;SPC NM E     -   574,150.      230,390.      MT  (+/- 180 meters Scaled)
 GL1007
 GL1007                          SUPERSEDED SURVEY CONTROL
 GL1007
 GL1007  NGVD 29 (??/??/92) 1629.213  (m)         5345.18   (f) ADJ UNCH    2 0
 GL1007
 GL1007.Superseded values are not recommended for survey control.
 GL1007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1007.See file dsdata.txt to determine how the superseded data were derived.
 GL1007
 GL1007_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA253042(NAD 83)
 GL1007_MARKER: DB = BENCH MARK DISK
 GL1007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL1007_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL1007_STAMPING: H 282 1955
 GL1007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL1007+STABILITY: SURFACE MOTION
 GL1007
 GL1007  HISTORY     - Date     Condition        Report By
 GL1007  HISTORY     - 1955     MONUMENTED       CGS
 GL1007
 GL1007                          STATION DESCRIPTION
 GL1007
 GL1007'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GL1007'16.3 MI W FROM CLAPHAM.
 GL1007'10.1 MILES SOUTHWEST ALONG A WINDING GRADED DIRT ROAD FROM THE SCHOOL
 GL1007'AT CLAPHAM, THENCE 6.2 MILES NORTHWEST ALONG A PRIVATE TRACK ROAD, 450
 GL1007'FEET NORTHEAST OF A WIRE CORRAL, 247 FEET NORTH OF THE CENTER LINE OF
 GL1007'AN EAST AND WEST TRACK ROAD, 32 FEET EAST OF THE CENTER LINE OF A
 GL1007'NORTH AND SOUTH TRACK ROAD, 2.8 FEET WEST OF A WITNESS POST, SET IN
 GL1007'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0517 ***********************************************************************
 FM0517  DESIGNATION -  H 283
 FM0517  PID         -  FM0517
 FM0517  STATE/COUNTY-  NM/UNION
 FM0517  USGS QUAD   -  AMISTAD (1971)
 FM0517
 FM0517                         *CURRENT SURVEY CONTROL
 FM0517  ___________________________________________________________________
 FM0517* NAD 83(1986)-  35 59 56.     (N)    103 12 13.     (W)     SCALED    
 FM0517* NAVD 88     -      1400.521  (meters)    4594.88   (feet)  ADJUSTED  
 FM0517  ___________________________________________________________________
 FM0517  GEOID HEIGHT-         -22.54  (meters)                     GEOID03
 FM0517  DYNAMIC HT  -        1398.849 (meters)    4589.39  (feet)  COMP
 FM0517  MODELED GRAV-     979,390.0   (mgal)                       NAVD 88
 FM0517
 FM0517  VERT ORDER  -  SECOND    CLASS 0
 FM0517
 FM0517.The horizontal coordinates were scaled from a topographic map and have
 FM0517.an estimated accuracy of +/- 6 seconds.
 FM0517
 FM0517.The orthometric height was determined by differential leveling
 FM0517.and adjusted by the National Geodetic Survey in June 1991..
 FM0517
 FM0517.The geoid height was determined by GEOID03.
 FM0517
 FM0517.The dynamic height is computed by dividing the NAVD 88
 FM0517.geopotential number by the normal gravity value computed on the
 FM0517.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0517.degrees latitude (g = 980.6199 gals.).
 FM0517
 FM0517.The modeled gravity was interpolated from observed gravity values.
 FM0517
 FM0517;                    North         East    Units  Estimated Accuracy
 FM0517;SPC NM E     -   554,990.      266,850.      MT  (+/- 180 meters Scaled)
 FM0517
 FM0517                          SUPERSEDED SURVEY CONTROL
 FM0517
 FM0517  NGVD 29 (??/??/92) 1399.854  (m)         4592.69   (f) ADJ UNCH    2 0
 FM0517
 FM0517.Superseded values are not recommended for survey control.
 FM0517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0517.See file dsdata.txt to determine how the superseded data were derived.
 FM0517
 FM0517_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFV619853(NAD 83)
 FM0517_MARKER: DB = BENCH MARK DISK
 FM0517_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0517_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0517_STAMPING: H 283 1955
 FM0517_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0517+STABILITY: SURFACE MOTION
 FM0517
 FM0517  HISTORY     - Date     Condition        Report By
 FM0517  HISTORY     - 1955     MONUMENTED       CGS
 FM0517
 FM0517                          STATION DESCRIPTION
 FM0517
 FM0517'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 FM0517'7.4 MI N FROM AMISTAD.
 FM0517'0.3 MILE WEST ALONG AN OILED ROAD FROM THE PUBLIC SCHOOL AT AMISTAD,
 FM0517'THENCE 7.1 MILES NORTH ALONG STATE HIGHWAY 18, 159 FEET WEST OF THE
 FM0517'CENTER LINE OF STATE HIGHWAY 18, 71 FEET NORTHWEST OF THE CENTER OF A
 FM0517'JUNCTION WITH STATE HIGHWAY 57, 47 FEET NORTH OF THE CENTER LINE OF
 FM0517'STATE HIGHWAY 57, 2.5 FEET SOUTH OF A FENCE CORNER, 3.1 FEET SOUTHWEST
 FM0517'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 FM0517'0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0838 ***********************************************************************
 GL0838  DESIGNATION -  H 285
 GL0838  PID         -  GL0838
 GL0838  STATE/COUNTY-  NM/UNION
 GL0838  USGS QUAD   -  SEDAN NE (1970)
 GL0838
 GL0838                         *CURRENT SURVEY CONTROL
 GL0838  ___________________________________________________________________
 GL0838* NAD 83(1986)-  36 13 02.     (N)    103 04 45.     (W)     SCALED    
 GL0838* NAVD 88     -      1407.709  (meters)    4618.46   (feet)  ADJUSTED  
 GL0838  ___________________________________________________________________
 GL0838  GEOID HEIGHT-         -22.84  (meters)                     GEOID03
 GL0838  DYNAMIC HT  -        1406.038 (meters)    4612.98  (feet)  COMP
 GL0838  MODELED GRAV-     979,396.4   (mgal)                       NAVD 88
 GL0838
 GL0838  VERT ORDER  -  SECOND    CLASS 0
 GL0838
 GL0838.The horizontal coordinates were scaled from a topographic map and have
 GL0838.an estimated accuracy of +/- 6 seconds.
 GL0838
 GL0838.The orthometric height was determined by differential leveling
 GL0838.and adjusted by the National Geodetic Survey in June 1991..
 GL0838
 GL0838.The geoid height was determined by GEOID03.
 GL0838
 GL0838.The dynamic height is computed by dividing the NAVD 88
 GL0838.geopotential number by the normal gravity value computed on the
 GL0838.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0838.degrees latitude (g = 980.6199 gals.).
 GL0838
 GL0838.The modeled gravity was interpolated from observed gravity values.
 GL0838
 GL0838;                    North         East    Units  Estimated Accuracy
 GL0838;SPC NM E     -   579,350.      277,760.      MT  (+/- 180 meters Scaled)
 GL0838
 GL0838                          SUPERSEDED SURVEY CONTROL
 GL0838
 GL0838  NGVD 29 (??/??/92) 1407.026  (m)         4616.22   (f) ADJ UNCH    2 0
 GL0838
 GL0838.Superseded values are not recommended for survey control.
 GL0838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0838.See file dsdata.txt to determine how the superseded data were derived.
 GL0838
 GL0838_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA726097(NAD 83)
 GL0838_MARKER: DB = BENCH MARK DISK
 GL0838_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0838_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0838_STAMPING: H 285 1955
 GL0838_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0838+STABILITY: SURFACE MOTION
 GL0838
 GL0838  HISTORY     - Date     Condition        Report By
 GL0838  HISTORY     - 1955     MONUMENTED       CGS
 GL0838
 GL0838                          STATION DESCRIPTION
 GL0838
 GL0838'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GL0838'22.6 MI SE FROM CLAYTON.
 GL0838'16.6 MILES SOUTH ALONG STATE HIGHWAY 18 FROM THE COURTHOUSE AT
 GL0838'CLAYTON, THENCE 6.0 MILES EAST ALONG A GRADED DIRT ROAD, 62 FEET NORTH
 GL0838'OF THE CENTER LINE OF AN EAST AND WEST ROAD, 19 FEET WEST OF THE
 GL0838'CENTER LINE OF A NORTH AND SOUTH FIELD ROAD, 19.4 FEET NORTH OF A
 GL0838'POWER POLE, 1.6 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A
 GL0838'CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0731 ***********************************************************************
 FM0731  DESIGNATION -  H 286
 FM0731  PID         -  FM0731
 FM0731  STATE/COUNTY-  NM/HARDING
 FM0731  USGS QUAD   -  BUEYEROS NE (1973)
 FM0731
 FM0731                         *CURRENT SURVEY CONTROL
 FM0731  ___________________________________________________________________
 FM0731* NAD 83(1986)-  35 59 56.     (N)    103 32 29.     (W)     SCALED    
 FM0731* NAVD 88     -      1453.434  (meters)    4768.47   (feet)  ADJUSTED  
 FM0731  ___________________________________________________________________
 FM0731  GEOID HEIGHT-         -21.20  (meters)                     GEOID03
 FM0731  DYNAMIC HT  -        1451.703 (meters)    4762.80  (feet)  COMP
 FM0731  MODELED GRAV-     979,390.6   (mgal)                       NAVD 88
 FM0731
 FM0731  VERT ORDER  -  SECOND    CLASS 0
 FM0731
 FM0731.The horizontal coordinates were scaled from a topographic map and have
 FM0731.an estimated accuracy of +/- 6 seconds.
 FM0731
 FM0731.The orthometric height was determined by differential leveling
 FM0731.and adjusted by the National Geodetic Survey in June 1991..
 FM0731
 FM0731.The geoid height was determined by GEOID03.
 FM0731
 FM0731.The dynamic height is computed by dividing the NAVD 88
 FM0731.geopotential number by the normal gravity value computed on the
 FM0731.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0731.degrees latitude (g = 980.6199 gals.).
 FM0731
 FM0731.The modeled gravity was interpolated from observed gravity values.
 FM0731
 FM0731;                    North         East    Units  Estimated Accuracy
 FM0731;SPC NM E     -   554,690.      236,400.      MT  (+/- 180 meters Scaled)
 FM0731
 FM0731                          SUPERSEDED SURVEY CONTROL
 FM0731
 FM0731  NGVD 29 (??/??/92) 1452.759  (m)         4766.26   (f) ADJ UNCH    2 0
 FM0731
 FM0731.Superseded values are not recommended for survey control.
 FM0731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0731.See file dsdata.txt to determine how the superseded data were derived.
 FM0731
 FM0731_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFV314848(NAD 83)
 FM0731_MARKER: DB = BENCH MARK DISK
 FM0731_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0731_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0731_STAMPING: H 286 1955
 FM0731_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0731+STABILITY: SURFACE MOTION
 FM0731
 FM0731  HISTORY     - Date     Condition        Report By
 FM0731  HISTORY     - 1955     MONUMENTED       CGS
 FM0731
 FM0731                          STATION DESCRIPTION
 FM0731
 FM0731'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 FM0731'8.9 MI E FROM BUEYEROS.
 FM0731'8.9 MILES EAST ALONG STATE HIGHWAY 57 FROM THE POST OFFICE AT
 FM0731'BUEYEROS, 0.35 MILE EAST OF AN INTERSECTION WITH A TRACK ROAD, 57 FEET
 FM0731'SOUTH OF THE CENTER LINE OF THE HIGHWAY, 2.2 FEET NORTH OF A WITNESS
 FM0731'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE
 FM0731'THE GROUND.  NOTE-- STATE HIGHWAY 57 IS NOW STATE HIGHWAY 102.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM1090 ***********************************************************************
 FM1090  DESIGNATION -  H 286 RESET
 FM1090  PID         -  FM1090
 FM1090  STATE/COUNTY-  NM/HARDING
 FM1090  USGS QUAD   -  BUEYEROS NE (1973)
 FM1090
 FM1090                         *CURRENT SURVEY CONTROL
 FM1090  ___________________________________________________________________
 FM1090* NAD 83(1986)-  35 59 56.     (N)    103 32 29.     (W)     SCALED    
 FM1090* NAVD 88     -      1453.29   (+/-2cm)    4768.0    (feet)  VERTCON   
 FM1090  ___________________________________________________________________
 FM1090  GEOID HEIGHT-         -21.20  (meters)                     GEOID03
 FM1090
 FM1090  VERT ORDER  -  THIRD (See Below)
 FM1090
 FM1090.The horizontal coordinates were scaled from a topographic map and have
 FM1090.an estimated accuracy of +/- 6 seconds.
 FM1090
 FM1090.The NAVD 88 height was computed by applying the VERTCON shift value to
 FM1090.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FM1090.The vertical order pertains to the NGVD 29 superseded value.
 FM1090
 FM1090.The geoid height was determined by GEOID03.
 FM1090
 FM1090;                    North         East    Units  Estimated Accuracy
 FM1090;SPC NM E     -   554,690.      236,400.      MT  (+/- 180 meters Scaled)
 FM1090
 FM1090                          SUPERSEDED SURVEY CONTROL
 FM1090
 FM1090  NGVD 29 (06/15/00) 1452.62   (m)         4765.8    (f) RESET       3  
 FM1090
 FM1090.Superseded values are not recommended for survey control.
 FM1090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM1090.See file dsdata.txt to determine how the superseded data were derived.
 FM1090
 FM1090_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFV314848(NAD 83)
 FM1090_MARKER: DV = VERTICAL CONTROL DISK
 FM1090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM1090_SP_SET: CONCRETE POST
 FM1090_STAMPING: H 286 RESET 1978
 FM1090_MARK LOGO: NGS   
 FM1090_MAGNETIC: N = NO MAGNETIC MATERIAL
 FM1090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM1090+STABILITY: SURFACE MOTION
 FM1090
 FM1090  HISTORY     - Date     Condition        Report By
 FM1090  HISTORY     - 1978     MONUMENTED       NMHD
 FM1090
 FM1090                          STATION DESCRIPTION
 FM1090
 FM1090'DESCRIBED BY NM HIGHWAY DEPT 1978
 FM1090'8.9 MILES EAST ALONG STATE HIGHWAY 102 (FORMERLY S.R. 57), FROM THE
 FM1090'POST OFFICE IN BUEYEROS, 0.35 MILE EAST OF AN INTERSECTION WITH A
 FM1090'TRACK ROAD AND 76 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0570 ***********************************************************************
 FM0570  DESIGNATION -  H 287
 FM0570  PID         -  FM0570
 FM0570  STATE/COUNTY-  NM/UNION
 FM0570  USGS QUAD   -  HAYDEN (1966)
 FM0570
 FM0570                         *CURRENT SURVEY CONTROL
 FM0570  ___________________________________________________________________
 FM0570* NAD 83(1986)-  35 59 55.     (N)    103 20 54.     (W)     SCALED    
 FM0570* NAVD 88     -      1504.506  (meters)    4936.03   (feet)  ADJUSTED  
 FM0570  ___________________________________________________________________
 FM0570  GEOID HEIGHT-         -21.88  (meters)                     GEOID03
 FM0570  DYNAMIC HT  -        1502.702 (meters)    4930.11  (feet)  COMP
 FM0570  MODELED GRAV-     979,380.2   (mgal)                       NAVD 88
 FM0570
 FM0570  VERT ORDER  -  SECOND    CLASS 0
 FM0570
 FM0570.The horizontal coordinates were scaled from a topographic map and have
 FM0570.an estimated accuracy of +/- 6 seconds.
 FM0570
 FM0570.The orthometric height was determined by differential leveling
 FM0570.and adjusted by the National Geodetic Survey in June 1991..
 FM0570
 FM0570.The geoid height was determined by GEOID03.
 FM0570
 FM0570.The dynamic height is computed by dividing the NAVD 88
 FM0570.geopotential number by the normal gravity value computed on the
 FM0570.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0570.degrees latitude (g = 980.6199 gals.).
 FM0570
 FM0570.The modeled gravity was interpolated from observed gravity values.
 FM0570
 FM0570;                    North         East    Units  Estimated Accuracy
 FM0570;SPC NM E     -   554,810.      253,810.      MT  (+/- 180 meters Scaled)
 FM0570
 FM0570                          SUPERSEDED SURVEY CONTROL
 FM0570
 FM0570  NGVD 29 (??/??/92) 1503.822  (m)         4933.79   (f) ADJ UNCH    2 0
 FM0570
 FM0570.Superseded values are not recommended for survey control.
 FM0570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0570.See file dsdata.txt to determine how the superseded data were derived.
 FM0570
 FM0570_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFV488850(NAD 83)
 FM0570_MARKER: DB = BENCH MARK DISK
 FM0570_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0570_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0570_STAMPING: H 287 1955
 FM0570_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0570+STABILITY: SURFACE MOTION
 FM0570
 FM0570  HISTORY     - Date     Condition        Report By
 FM0570  HISTORY     - 1955     MONUMENTED       CGS
 FM0570
 FM0570                          STATION DESCRIPTION
 FM0570
 FM0570'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 FM0570'15.5 MI NW FROM AMISTAD.
 FM0570'0.3 MILE WEST ALONG AN OILED ROAD FROM THE PUBLIC SCHOOL AT AMISTAD,
 FM0570'THENCE 7.1 MILES NORTH ALONG STATE HIGHWAY 18, THENCE 8.1 MILES WEST
 FM0570'ALONG STATE HIGHWAY 57, 0.3 MILE WEST OF A CATTLE GUARD, 325 FEET
 FM0570'SOUTHWEST OF THE CENTER OF A WIRE GATE, 74 FEET SOUTH OF THE CENTER
 FM0570'LINE OF THE HIGHWAY, 2 FEET WEST OF A WITNESS POST, SET IN THE TOP OF
 FM0570'A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0882 ***********************************************************************
 GL0882  DESIGNATION -  H 288
 GL0882  PID         -  GL0882
 GL0882  STATE/COUNTY-  NM/UNION
 GL0882  USGS QUAD   -  GLADSTONE NW (1973)
 GL0882
 GL0882                         *CURRENT SURVEY CONTROL
 GL0882  ___________________________________________________________________
 GL0882* NAD 83(1986)-  36 26 48.     (N)    103 57 07.     (W)     SCALED    
 GL0882* NAVD 88     -      1895.972  (meters)    6220.37   (feet)  ADJUSTED  
 GL0882  ___________________________________________________________________
 GL0882  GEOID HEIGHT-         -19.07  (meters)                     GEOID03
 GL0882  DYNAMIC HT  -        1893.614 (meters)    6212.63  (feet)  COMP
 GL0882  MODELED GRAV-     979,319.9   (mgal)                       NAVD 88
 GL0882
 GL0882  VERT ORDER  -  SECOND    CLASS 0
 GL0882
 GL0882.The horizontal coordinates were scaled from a topographic map and have
 GL0882.an estimated accuracy of +/- 6 seconds.
 GL0882
 GL0882.The orthometric height was determined by differential leveling
 GL0882.and adjusted by the National Geodetic Survey in June 1991..
 GL0882
 GL0882.The geoid height was determined by GEOID03.
 GL0882
 GL0882.The dynamic height is computed by dividing the NAVD 88
 GL0882.geopotential number by the normal gravity value computed on the
 GL0882.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0882.degrees latitude (g = 980.6199 gals.).
 GL0882
 GL0882.The modeled gravity was interpolated from observed gravity values.
 GL0882
 GL0882;                    North         East    Units  Estimated Accuracy
 GL0882;SPC NM E     -   604,150.      199,190.      MT  (+/- 180 meters Scaled)
 GL0882
 GL0882                          SUPERSEDED SURVEY CONTROL
 GL0882
 GL0882  NGVD 29 (??/??/92) 1895.120  (m)         6217.57   (f) ADJ UNCH    2 0
 GL0882
 GL0882.Superseded values are not recommended for survey control.
 GL0882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0882.See file dsdata.txt to determine how the superseded data were derived.
 GL0882
 GL0882_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEA939340(NAD 83)
 GL0882_MARKER: DB = BENCH MARK DISK
 GL0882_SETTING: 66 = SET IN ROCK OUTCROP
 GL0882_SP_SET: SANDSTONE ROCK
 GL0882_STAMPING: H 288 1955
 GL0882_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GL0882+STABILITY: POSITION/ELEVATION WELL
 GL0882
 GL0882  HISTORY     - Date     Condition        Report By
 GL0882  HISTORY     - 1955     MONUMENTED       CGS
 GL0882  HISTORY     - 1973     MARK NOT FOUND   USGS
 GL0882
 GL0882                          STATION DESCRIPTION
 GL0882
 GL0882'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GL0882'6.6 MI W FROM SOFIA.
 GL0882'2.1 MILES WEST ALONG A GRADED DIRT ROAD FROM THE SCHOOLHOUSE AT SOFIA,
 GL0882'THENCE 4.5 MILES WEST ALONG A TRACK ROAD, 0.45 MILE WEST OF A PIPE
 GL0882'CULVERT, 6 FEET NORTH OF THE CENTER LINE OF A TRACK ROAD, 0.1 MILE
 GL0882'EAST OF A DIM NORTH AND SOUTH TRACK ROAD, SET IN THE TOP OF THE
 GL0882'NORTHWEST END OF A 4X8 FOOT SANDSTONE ROCK.
 GL0882
 GL0882                          STATION RECOVERY (1973)
 GL0882
 GL0882'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 GL0882'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0890 ***********************************************************************
 GL0890  DESIGNATION -  H 289
 GL0890  PID         -  GL0890
 GL0890  STATE/COUNTY-  NM/UNION
 GL0890  USGS QUAD   -  TRIPOD MOUNTAIN (1973)
 GL0890
 GL0890                         *CURRENT SURVEY CONTROL
 GL0890  ___________________________________________________________________
 GL0890* NAD 83(1986)-  36 26 16.     (N)    103 38 55.     (W)     SCALED    
 GL0890* NAVD 88     -      1806.595  (meters)    5927.14   (feet)  ADJUSTED  
 GL0890  ___________________________________________________________________
 GL0890  GEOID HEIGHT-         -20.03  (meters)                     GEOID03
 GL0890  DYNAMIC HT  -        1804.384 (meters)    5919.88  (feet)  COMP
 GL0890  MODELED GRAV-     979,343.3   (mgal)                       NAVD 88
 GL0890
 GL0890  VERT ORDER  -  SECOND    CLASS 0
 GL0890
 GL0890.The horizontal coordinates were scaled from a topographic map and have
 GL0890.an estimated accuracy of +/- 6 seconds.
 GL0890
 GL0890.The orthometric height was determined by differential leveling
 GL0890.and adjusted by the National Geodetic Survey in June 1991..
 GL0890
 GL0890.The geoid height was determined by GEOID03.
 GL0890
 GL0890.The dynamic height is computed by dividing the NAVD 88
 GL0890.geopotential number by the normal gravity value computed on the
 GL0890.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0890.degrees latitude (g = 980.6199 gals.).
 GL0890
 GL0890.The modeled gravity was interpolated from observed gravity values.
 GL0890
 GL0890;                    North         East    Units  Estimated Accuracy
 GL0890;SPC NM E     -   603,310.      226,390.      MT  (+/- 180 meters Scaled)
 GL0890
 GL0890                          SUPERSEDED SURVEY CONTROL
 GL0890
 GL0890  NGVD 29 (??/??/92) 1805.762  (m)         5924.40   (f) ADJ UNCH    2 0
 GL0890
 GL0890.Superseded values are not recommended for survey control.
 GL0890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0890.See file dsdata.txt to determine how the superseded data were derived.
 GL0890
 GL0890_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA211333(NAD 83)
 GL0890_MARKER: DB = BENCH MARK DISK
 GL0890_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0890_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0890_STAMPING: H 289 1955
 GL0890_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0890+STABILITY: SURFACE MOTION
 GL0890
 GL0890  HISTORY     - Date     Condition        Report By
 GL0890  HISTORY     - 1955     MONUMENTED       CGS
 GL0890
 GL0890                          STATION DESCRIPTION
 GL0890
 GL0890'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GL0890'27.0 MI NE FROM GLADSTONE.
 GL0890'18.5 MILES EAST ALONG STATE HIGHWAY 58 FROM THE POST OFFICE AT
 GL0890'GLADSTONE, THENCE 8.5 MILES NORTH ALONG STATE ROAD 120, 61 FEET SOUTH
 GL0890'OF THE CENTER OF A WIRE GATE, 61 FEET SOUTH OF THE CENTER LINE OF A
 GL0890'TRACK ROAD LEADING WEST, 49 FEET EAST OF THE CENTER LINE OF THE STATE
 GL0890'ROAD, 3 FEET WEST OF A FENCE, 2 FEET NORTH OF A WITNESS POST, 1.1
 GL0890'MILES SOUTH OF BENCH MARK M 275, SET IN THE TOP OF A CONCRETE POST
 GL0890'WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.  NOTE-- STATE HIGHWAY 58 HAS
 GL0890'BEEN CHANGED TO U.S. HIGHWAY 56.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0236 ***********************************************************************
 DR0236  DESIGNATION -  H 29
 DR0236  PID         -  DR0236
 DR0236  STATE/COUNTY-  NM/CHAVES
 DR0236  USGS QUAD   -  BOTTOMLESS LAKES (1950)
 DR0236
 DR0236                         *CURRENT SURVEY CONTROL
 DR0236  ___________________________________________________________________
 DR0236* NAD 83(1986)-  33 22 15.     (N)    104 19 19.     (W)     SCALED    
 DR0236* NAVD 88     -      1068.517  (meters)    3505.63   (feet)  POSTED    
 DR0236  ___________________________________________________________________
 DR0236  GEOID HEIGHT-         -23.25  (meters)                     GEOID03
 DR0236  DYNAMIC HT  -        1067.060 (meters)    3500.85  (feet)  COMP
 DR0236  MODELED GRAV-     979,240.4   (mgal)                       NAVD 88
 DR0236
 DR0236  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 DR0236
 DR0236.The horizontal coordinates were scaled from a topographic map and have
 DR0236.an estimated accuracy of +/- 6 seconds.
 DR0236
 DR0236.The orthometric height was determined by differential leveling
 DR0236.and adjusted by the National Geodetic Survey in 1992..
 DR0236.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 DR0236.rate of 3.1 thru 4.0 mm/km.
 DR0236
 DR0236.The geoid height was determined by GEOID03.
 DR0236
 DR0236.The dynamic height is computed by dividing the NAVD 88
 DR0236.geopotential number by the normal gravity value computed on the
 DR0236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0236.degrees latitude (g = 980.6199 gals.).
 DR0236
 DR0236.The modeled gravity was interpolated from observed gravity values.
 DR0236
 DR0236;                    North         East    Units  Estimated Accuracy
 DR0236;SPC NM E     -   262,880.      166,060.      MT  (+/- 180 meters Scaled)
 DR0236
 DR0236                          SUPERSEDED SURVEY CONTROL
 DR0236
 DR0236  NGVD 29 (??/??/92) 1068.014  (m)         3503.98   (f) ADJ UNCH    2 0
 DR0236
 DR0236.Superseded values are not recommended for survey control.
 DR0236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0236.See file dsdata.txt to determine how the superseded data were derived.
 DR0236
 DR0236_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES630926(NAD 83)
 DR0236_MARKER: Z = SEE DESCRIPTION
 DR0236_SETTING: 0 = UNSPECIFIED SETTING
 DR0236_STAMPING: H 29 1930
 DR0236_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR0236
 DR0236  HISTORY     - Date     Condition        Report By
 DR0236  HISTORY     - 1930     MONUMENTED       USGS
 DR0236  HISTORY     - 1943     GOOD             NGS
 DR0236
 DR0236                          STATION DESCRIPTION
 DR0236
 DR0236'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 DR0236'14.9 MI SE FROM ROSWELL.
 DR0236'THIS MARK IS 14.9 MILES SOUTHEAST OF THE COURTHOUSE AT ROSWELL, N.M.
 DR0236'ABOUT 8.1 MILES EAST ALONG U. S. HIGHWAY 380 FROM THE COURTHOUSE AT
 DR0236'ROSWELL, N.M., THENCE, 2.0 MILES SOUTH ALONG A DIRT ROAD THRU A FIELD,
 DR0236'THENCE, 4.8 MILES EAST ALONG THE OLD HIGHWAY GRADE, 51.0 FEET NORTH
 DR0236'WEST OF THE WEST GATE POST IN THE FENCE AROUND COMANCHE OIL CO.
 DR0236'PROPERTY, 28.7 FEET NORTHEAST OF THE CORNER POST, 26.5 FEET SOUTH OF
 DR0236'THE CENTER LINE OF THE OLD HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0235 ***********************************************************************
 GM0235  DESIGNATION -  H 29
 GM0235  PID         -  GM0235
 GM0235  STATE/COUNTY-  NM/COLFAX
 GM0235  USGS QUAD   -  TOUCH-ME-NOT MOUNTAIN (1987)
 GM0235
 GM0235                         *CURRENT SURVEY CONTROL
 GM0235  ___________________________________________________________________
 GM0235* NAD 83(1986)-  36 32 27.     (N)    105 08 16.     (W)     SCALED    
 GM0235* NAVD 88     -      2308.918  (meters)    7575.18   (feet)  ADJUSTED  
 GM0235  ___________________________________________________________________
 GM0235  GEOID HEIGHT-         -16.75  (meters)                     GEOID03
 GM0235  DYNAMIC HT  -        2305.778 (meters)    7564.87  (feet)  COMP
 GM0235  MODELED GRAV-     979,188.7   (mgal)                       NAVD 88
 GM0235
 GM0235  VERT ORDER  -  FIRST     CLASS II
 GM0235
 GM0235.The horizontal coordinates were scaled from a topographic map and have
 GM0235.an estimated accuracy of +/- 6 seconds.
 GM0235
 GM0235.The orthometric height was determined by differential leveling
 GM0235.and adjusted by the National Geodetic Survey in June 1991..
 GM0235
 GM0235.The geoid height was determined by GEOID03.
 GM0235
 GM0235.The dynamic height is computed by dividing the NAVD 88
 GM0235.geopotential number by the normal gravity value computed on the
 GM0235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GM0235.degrees latitude (g = 980.6199 gals.).
 GM0235
 GM0235.The modeled gravity was interpolated from observed gravity values.
 GM0235
 GM0235;                    North         East    Units  Estimated Accuracy
 GM0235;SPC NM E     -   614,830.       92,970.      MT  (+/- 180 meters Scaled)
 GM0235
 GM0235                          SUPERSEDED SURVEY CONTROL
 GM0235
 GM0235.No superseded survey control is available for this station.
 GM0235
 GM0235_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDA876439(NAD 83)
 GM0235_MARKER: DD = SURVEY DISK
 GM0235_SETTING: 80 = SET IN A BOULDER
 GM0235_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GM0235+STABILITY: SURFACE MOTION
 GM0235
 GM0235  HISTORY     - Date     Condition        Report By
 GM0235  HISTORY     - UNK      MONUMENTED       USGS
 GM0235  HISTORY     - 1934     GOOD             NGS
 GM0235  HISTORY     - 20040822 MARK NOT FOUND   USPSQD
 GM0235
 GM0235                          STATION DESCRIPTION
 GM0235
 GM0235'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GM0235'2.3 MI W FROM UTE PARK.
 GM0235'2.3 MILES WEST OF ALONG U.S. HWY. NO. 64 IN CIMMARON CANYON AT CAMP
 GM0235'SITE NO. 10 30 FT. EAST OF CENTER LINE OF HIGHWAY 10 FT. WEST OF FENCE
 GM0235'LINE IN TOP OF LARGE BOULDER.
 GM0235
 GM0235                          STATION RECOVERY (2004)
 GM0235
 GM0235'RECOVERY NOTE BY US POWER SQUADRON 2004 (KFJ)
 GM0235'CAMPGROUND HAS BEEN REMOVED.  SITE IS COVERED BY A LARGE WINDROW OF
 GM0235'BOULDERS AND GRAVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0007 ***********************************************************************
 FO0007  DESIGNATION -  H 29
 FO0007  PID         -  FO0007
 FO0007  STATE/COUNTY-  NM/SANTA FE
 FO0007  USGS QUAD   -  WHITE ROCK (1984)
 FO0007
 FO0007                         *CURRENT SURVEY CONTROL
 FO0007  ___________________________________________________________________
 FO0007* NAD 83(1986)-  35 48 10.     (N)    106 07 46.     (W)     SCALED    
 FO0007* NAVD 88     -      1803.891  (meters)    5918.27   (feet)  ADJUSTED  
 FO0007  ___________________________________________________________________
 FO0007  GEOID HEIGHT-         -19.31  (meters)                     GEOID03
 FO0007  DYNAMIC HT  -        1801.440 (meters)    5910.22  (feet)  COMP
 FO0007  MODELED GRAV-     979,210.9   (mgal)                       NAVD 88
 FO0007
 FO0007  VERT ORDER  -  FIRST     CLASS II
 FO0007
 FO0007.The horizontal coordinates were scaled from a topographic map and have
 FO0007.an estimated accuracy of +/- 6 seconds.
 FO0007
 FO0007.The orthometric height was determined by differential leveling
 FO0007.and adjusted by the National Geodetic Survey in June 1991..
 FO0007
 FO0007.The geoid height was determined by GEOID03.
 FO0007
 FO0007.The dynamic height is computed by dividing the NAVD 88
 FO0007.geopotential number by the normal gravity value computed on the
 FO0007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0007.degrees latitude (g = 980.6199 gals.).
 FO0007
 FO0007.The modeled gravity was interpolated from observed gravity values.
 FO0007
 FO0007;                    North         East    Units  Estimated Accuracy
 FO0007;SPC NM C     -   532,640.      510,900.      MT  (+/- 180 meters Scaled)
 FO0007
 FO0007                          SUPERSEDED SURVEY CONTROL
 FO0007
 FO0007  NGVD 29 (??/??/92) 1802.886  (m)         5914.97   (f) ADJ UNCH    1 2
 FO0007
 FO0007.Superseded values are not recommended for survey control.
 FO0007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0007.See file dsdata.txt to determine how the superseded data were derived.
 FO0007
 FO0007_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV979626(NAD 83)
 FO0007_MARKER: DB = BENCH MARK DISK
 FO0007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FO0007_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FO0007_STAMPING: 5914.968 H 29 1933
 FO0007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO0007+STABILITY: SURFACE MOTION
 FO0007
 FO0007  HISTORY     - Date     Condition        Report By
 FO0007  HISTORY     - 1933     MONUMENTED       CGS
 FO0007  HISTORY     - 1934     GOOD             NGS
 FO0007
 FO0007                          STATION DESCRIPTION
 FO0007
 FO0007'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FO0007'17.0 MI NW FROM SANTA FE.
 FO0007'ABOUT 17.0 MILES NORTHWEST ALONG THE DENVER AND RIO GRANDE WESTERN
 FO0007'RAILROAD FROM SANTA FE, SANTA FE COUNTY, ABOUT 4.8 MILES SOUTHEAST OF
 FO0007'BUCKMAN, ABOUT 310 FEET NORTHWEST OF MILEPOST 389, AND 16 FEET
 FO0007'SOUTHWEST OF THE CENTERLINE OF THE TRACK.  A STANDARD DISK STAMPED
 FO0007'5914.968 H 29 1933 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0094 ***********************************************************************
 GM0094  DESIGNATION -  H 290
 GM0094  PID         -  GM0094
 GM0094  STATE/COUNTY-  NM/COLFAX
 GM0094  USGS QUAD   -  INGRAM LAKE (1974)
 GM0094
 GM0094                         *CURRENT SURVEY CONTROL
 GM0094  ___________________________________________________________________
 GM0094* NAD 83(1986)-  36 18 20.     (N)    104 11 13.     (W)     SCALED    
 GM0094* NAVD 88     -      1927.796  (meters)    6324.78   (feet)  ADJUSTED  
 GM0094  ___________________________________________________________________
 GM0094  GEOID HEIGHT-         -18.91  (meters)                     GEOID03
 GM0094  DYNAMIC HT  -        1925.371 (meters)    6316.82  (feet)  COMP
 GM0094  MODELED GRAV-     979,304.4   (mgal)                       NAVD 88
 GM0094
 GM0094  VERT ORDER  -  SECOND    CLASS 0
 GM0094
 GM0094.The horizontal coordinates were scaled from a topographic map and have
 GM0094.an estimated accuracy of +/- 6 seconds.
 GM0094
 GM0094.The orthometric height was determined by differential leveling
 GM0094.and adjusted by the National Geodetic Survey in June 1991..
 GM0094
 GM0094.The geoid height was determined by GEOID03.
 GM0094
 GM0094.The dynamic height is computed by dividing the NAVD 88
 GM0094.geopotential number by the normal gravity value computed on the
 GM0094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GM0094.degrees latitude (g = 980.6199 gals.).
 GM0094
 GM0094.The modeled gravity was interpolated from observed gravity values.
 GM0094
 GM0094;                    North         East    Units  Estimated Accuracy
 GM0094;SPC NM E     -   588,430.      178,150.      MT  (+/- 180 meters Scaled)
 GM0094
 GM0094                          SUPERSEDED SURVEY CONTROL
 GM0094
 GM0094  NGVD 29 (??/??/92) 1926.974  (m)         6322.08   (f) ADJ UNCH    2 0
 GM0094
 GM0094.Superseded values are not recommended for survey control.
 GM0094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0094.See file dsdata.txt to determine how the superseded data were derived.
 GM0094
 GM0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEA729181(NAD 83)
 GM0094_MARKER: DB = BENCH MARK DISK
 GM0094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GM0094_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GM0094_STAMPING: H 290 1956
 GM0094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GM0094+STABILITY: SURFACE MOTION
 GM0094
 GM0094  HISTORY     - Date     Condition        Report By
 GM0094  HISTORY     - 1956     MONUMENTED       CGS
 GM0094  HISTORY     - 1970     GOOD             NGS
 GM0094
 GM0094                          STATION DESCRIPTION
 GM0094
 GM0094'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 GM0094'4.1 MI E FROM ABBOTT.
 GM0094'4.1 MILES EAST ALONG STATE HIGHWAY 58 FROM THE POST OFFICE AT ABBOTT,
 GM0094'103 FEET EAST OF THE CENTER LINE OF A GRAVELED ROAD LEADING NORTH, 92
 GM0094'FEET NORTHEAST OF A FENCE CORNER, 97 FEET NORTH OF THE CENTER LINE OF
 GM0094'THE HIGHWAY, 49 FEET NORTH OF A FENCE, 2.7 FEET SOUTHWEST OF A FENCE
 GM0094'CORNER, AT THE SOUTHEAST CORNER OF A FENCE AROUND TWO TRANSFORMERS,
 GM0094'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE
 GM0094'GROUND.
 GM0094
 GM0094                          STATION RECOVERY (1970)
 GM0094
 GM0094'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 GM0094'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0153 ***********************************************************************
 FN0153  DESIGNATION -  H 291
 FN0153  PID         -  FN0153
 FN0153  STATE/COUNTY-  NM/SAN MIGUEL
 FN0153  USGS QUAD   -  EL PORVENIR (1961)
 FN0153
 FN0153                         *CURRENT SURVEY CONTROL
 FN0153  ___________________________________________________________________
 FN0153* NAD 83(1986)-  35 41 47.     (N)    105 23 33.     (W)     SCALED    
 FN0153* NAVD 88     -      2228.800  (meters)    7312.32   (feet)  ADJUSTED  
 FN0153  ___________________________________________________________________
 FN0153  GEOID HEIGHT-         -17.91  (meters)                     GEOID03
 FN0153  DYNAMIC HT  -        2225.629 (meters)    7301.92  (feet)  COMP
 FN0153  MODELED GRAV-     979,130.2   (mgal)                       NAVD 88
 FN0153
 FN0153  VERT ORDER  -  SECOND    CLASS 0
 FN0153
 FN0153.The horizontal coordinates were scaled from a topographic map and have
 FN0153.an estimated accuracy of +/- 6 seconds.
 FN0153
 FN0153.The orthometric height was determined by differential leveling
 FN0153.and adjusted by the National Geodetic Survey in June 1991..
 FN0153
 FN0153.The geoid height was determined by GEOID03.
 FN0153
 FN0153.The dynamic height is computed by dividing the NAVD 88
 FN0153.geopotential number by the normal gravity value computed on the
 FN0153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FN0153.degrees latitude (g = 980.6199 gals.).
 FN0153
 FN0153.The modeled gravity was interpolated from observed gravity values.
 FN0153
 FN0153;                    North         East    Units  Estimated Accuracy
 FN0153;SPC NM E     -   521,350.       69,140.      MT  (+/- 180 meters Scaled)
 FN0153
 FN0153                          SUPERSEDED SURVEY CONTROL
 FN0153
 FN0153  NGVD 29 (??/??/92) 2227.733  (m)         7308.82   (f) ADJ UNCH    2 0
 FN0153
 FN0153.Superseded values are not recommended for survey control.
 FN0153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0153.See file dsdata.txt to determine how the superseded data were derived.
 FN0153
 FN0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV644503(NAD 83)
 FN0153_MARKER: DB = BENCH MARK DISK
 FN0153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FN0153_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FN0153_STAMPING: H 291 1957
 FN0153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FN0153+STABILITY: SURFACE MOTION
 FN0153
 FN0153  HISTORY     - Date     Condition        Report By
 FN0153  HISTORY     - 1957     MONUMENTED       CGS
 FN0153
 FN0153                          STATION DESCRIPTION
 FN0153
 FN0153'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FN0153'2.75 MI NW FROM GALLINAS.
 FN0153'2.75 MILES NORTHWEST ALONG STATE ROAD 65 FROM THE CATHOLIC CHURCH AT
 FN0153'GALLINAS, 0.1 MILE WEST OF A STUCCO HOUSE, 0.4 MILE EAST OF RANCHO DEL
 FN0153'ALEGRES, 30 FEET SOUTH OF THE CENTER LINE OF THE STATE ROAD, 68 FEET
 FN0153'NORTH OF THE NORTH BANK OF A CREEK, 25 FEET SOUTHWEST OF THE SOUTH END
 FN0153'OF AN 18 INCH STEEL PIPE CULVERT, 1.6 FEET NORTH OF A FENCE, 1.6 FEET
 FN0153'EAST OF A WITNESS POST, 0.7 MILE SOUTHEAST OF BENCH MARK J 291, 3 FEET
 FN0153'BELOW THE LEVEL OF THE ROAD, SET IN THE TOP OF A CONCRETE POST WHICH
 FN0153'PROJECTS 0.4 FOOT ABOVE THE GROUND, IN THE SOUTHEAST 1/4 OF SECTION
 FN0153'18, TOWNSHIP 17 NORTH, RANGE 15 EAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1087 ***********************************************************************
 GL1087  DESIGNATION -  H 291
 GL1087  PID         -  GL1087
 GL1087  STATE/COUNTY-  NM/UNION
 GL1087  USGS QUAD   -  FOLSOM (1972)
 GL1087
 GL1087                         *CURRENT SURVEY CONTROL
 GL1087  ___________________________________________________________________
 GL1087* NAD 83(1986)-  36 45 19.     (N)    103 52 54.     (W)     SCALED    
 GL1087* NAVD 88     -      2059.691  (meters)    6757.50   (feet)  ADJUSTED  
 GL1087  ___________________________________________________________________
 GL1087  GEOID HEIGHT-         -19.07  (meters)                     GEOID03
 GL1087  DYNAMIC HT  -        2057.112 (meters)    6749.04  (feet)  COMP
 GL1087  MODELED GRAV-     979,304.7   (mgal)                       NAVD 88
 GL1087
 GL1087  VERT ORDER  -  FIRST     CLASS II
 GL1087
 GL1087.The horizontal coordinates were scaled from a topographic map and have
 GL1087.an estimated accuracy of +/- 6 seconds.
 GL1087
 GL1087.The orthometric height was determined by differential leveling
 GL1087.and adjusted by the National Geodetic Survey in June 1991..
 GL1087
 GL1087.The geoid height was determined by GEOID03.
 GL1087
 GL1087.The dynamic height is computed by dividing the NAVD 88
 GL1087.geopotential number by the normal gravity value computed on the
 GL1087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL1087.degrees latitude (g = 980.6199 gals.).
 GL1087
 GL1087.The modeled gravity was interpolated from observed gravity values.
 GL1087
 GL1087;                    North         East    Units  Estimated Accuracy
 GL1087;SPC NM E     -   638,420.      205,330.      MT  (+/- 180 meters Scaled)
 GL1087
 GL1087                          SUPERSEDED SURVEY CONTROL
 GL1087
 GL1087  NGVD 29 (??/??/92) 2058.711  (m)         6754.29   (f) ADJ UNCH    1 2
 GL1087
 GL1087.Superseded values are not recommended for survey control.
 GL1087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1087.See file dsdata.txt to determine how the superseded data were derived.
 GL1087
 GL1087_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEA998683(NAD 83)
 GL1087_MARKER: DB = BENCH MARK DISK
 GL1087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL1087_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL1087_STAMPING: H 291 1955
 GL1087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL1087+STABILITY: SURFACE MOTION
 GL1087_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GL1087+SATELLITE: SATELLITE OBSERVATIONS - August 10, 2005
 GL1087
 GL1087  HISTORY     - Date     Condition        Report By
 GL1087  HISTORY     - 1955     MONUMENTED       CGS
 GL1087  HISTORY     - 20040806 GOOD             USPSQD
 GL1087  HISTORY     - 20050810 GOOD             USPSQD
 GL1087
 GL1087                          STATION DESCRIPTION
 GL1087
 GL1087'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GL1087'2.7 MI W FROM DES MOINES.
 GL1087'2.7 MILES WEST ALONG U.S. HIGHWAYS 64 AND 87 FROM THE POST OFFICE AT
 GL1087'DES MOINES, 71 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 45 FEET
 GL1087'WEST OF A FENCE CORNER, 25 FEET WEST OF THE CENTER LINE OF A GRADE
 GL1087'DIRT ROAD LEADING NORTH, 2.2 FEET SOUTH OF A FENCE, 2.1 FEET WEST OF A
 GL1087'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6
 GL1087'FOOT ABOVE THE GROUND.
 GL1087
 GL1087                          STATION RECOVERY (2004)
 GL1087
 GL1087'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 GL1087'RECOVERED IN GOOD CONDITION.
 GL1087
 GL1087                          STATION RECOVERY (2005)
 GL1087
 GL1087'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 GL1087'FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1240 ***********************************************************************
 GL1240  DESIGNATION -  H 292
 GL1240  PID         -  GL1240
 GL1240  STATE/COUNTY-  NM/UNION
 GL1240  USGS QUAD   -  COW MOUNTAIN (1972)
 GL1240
 GL1240                         *CURRENT SURVEY CONTROL
 GL1240  ___________________________________________________________________
 GL1240* NAD 83(1986)-  36 36 46.     (N)    103 52 14.     (W)     SCALED    
 GL1240* NAVD 88     -      2009.559  (meters)    6593.03   (feet)  ADJUSTED  
 GL1240  ___________________________________________________________________
 GL1240  GEOID HEIGHT-         -19.15  (meters)                     GEOID03
 GL1240  DYNAMIC HT  -        2007.025 (meters)    6584.71  (feet)  COMP
 GL1240  MODELED GRAV-     979,298.6   (mgal)                       NAVD 88
 GL1240
 GL1240  VERT ORDER  -  SECOND    CLASS 0
 GL1240
 GL1240.The horizontal coordinates were scaled from a topographic map and have
 GL1240.an estimated accuracy of +/- 6 seconds.
 GL1240
 GL1240.The orthometric height was determined by differential leveling
 GL1240.and adjusted by the National Geodetic Survey in June 1991..
 GL1240
 GL1240.The geoid height was determined by GEOID03.
 GL1240
 GL1240.The dynamic height is computed by dividing the NAVD 88
 GL1240.geopotential number by the normal gravity value computed on the
 GL1240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL1240.degrees latitude (g = 980.6199 gals.).
 GL1240
 GL1240.The modeled gravity was interpolated from observed gravity values.
 GL1240
 GL1240;                    North         East    Units  Estimated Accuracy
 GL1240;SPC NM E     -   622,610.      206,400.      MT  (+/- 180 meters Scaled)
 GL1240
 GL1240                          SUPERSEDED SURVEY CONTROL
 GL1240
 GL1240  NGVD 29 (??/??/92) 2008.604  (m)         6589.90   (f) ADJ UNCH    2 0
 GL1240
 GL1240.Superseded values are not recommended for survey control.
 GL1240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1240.See file dsdata.txt to determine how the superseded data were derived.
 GL1240
 GL1240_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA010525(NAD 83)
 GL1240_MARKER: DB = BENCH MARK DISK
 GL1240_SETTING: 66 = SET IN ROCK OUTCROP
 GL1240_SP_SET: LAVA OUTCROP
 GL1240_STAMPING: H 292 1955
 GL1240_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GL1240+STABILITY: POSITION/ELEVATION WELL
 GL1240
 GL1240  HISTORY     - Date     Condition        Report By
 GL1240  HISTORY     - 1955     MONUMENTED       CGS
 GL1240
 GL1240                          STATION DESCRIPTION
 GL1240
 GL1240'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GL1240'15.65 MI SE FROM CAPULIN.
 GL1240'3.0 MILES EAST ALONG U.S. HIGHWAYS 64 AND 87 FROM THE POST OFFICE AT
 GL1240'CAPULIN, THENCE 8.45 MILES SOUTH ALONG A GRADED DIRT ROAD, THENCE 4.2
 GL1240'MILES SOUTHEAST ALONG A TRACK ROAD, 0.25 MILE NORTHEAST OF A RANCH
 GL1240'HOUSE, 0.1 MILE SOUTH OF AN EAST AND WEST FENCE, 189 FEET SOUTH OF THE
 GL1240'CENTER LINE OF A ROAD, 8 FEET SOUTH OF A WITNESS POST, 1.05 MILES WEST
 GL1240'OF BENCH MARK C 291, 0.5 FOOT ABOVE THE GROUND, SET IN THE TOP OF A
 GL1240'LAVA ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0191 ***********************************************************************
 FN0191  DESIGNATION -  H 292
 FN0191  PID         -  FN0191
 FN0191  STATE/COUNTY-  NM/SAN MIGUEL
 FN0191  USGS QUAD   -  SAN GERONIMO (1961)
 FN0191
 FN0191                         *CURRENT SURVEY CONTROL
 FN0191  ___________________________________________________________________
 FN0191* NAD 83(1986)-  35 36 43.     (N)    105 24 09.     (W)     SCALED    
 FN0191* NAVD 88     -      2120.995  (meters)    6958.63   (feet)  ADJUSTED  
 FN0191  ___________________________________________________________________
 FN0191  GEOID HEIGHT-         -18.22  (meters)                     GEOID03
 FN0191  DYNAMIC HT  -        2118.018 (meters)    6948.86  (feet)  COMP
 FN0191  MODELED GRAV-     979,153.3   (mgal)                       NAVD 88
 FN0191
 FN0191  VERT ORDER  -  SECOND    CLASS 0
 FN0191
 FN0191.The horizontal coordinates were scaled from a topographic map and have
 FN0191.an estimated accuracy of +/- 6 seconds.
 FN0191
 FN0191.The orthometric height was determined by differential leveling
 FN0191.and adjusted by the National Geodetic Survey in June 1991..
 FN0191
 FN0191.The geoid height was determined by GEOID03.
 FN0191
 FN0191.The dynamic height is computed by dividing the NAVD 88
 FN0191.geopotential number by the normal gravity value computed on the
 FN0191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FN0191.degrees latitude (g = 980.6199 gals.).
 FN0191
 FN0191.The modeled gravity was interpolated from observed gravity values.
 FN0191
 FN0191;                    North         East    Units  Estimated Accuracy
 FN0191;SPC NM E     -   511,990.       68,140.      MT  (+/- 180 meters Scaled)
 FN0191
 FN0191                          SUPERSEDED SURVEY CONTROL
 FN0191
 FN0191  NGVD 29 (??/??/92) 2119.982  (m)         6955.31   (f) ADJ UNCH    2 0
 FN0191
 FN0191.Superseded values are not recommended for survey control.
 FN0191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0191.See file dsdata.txt to determine how the superseded data were derived.
 FN0191
 FN0191_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV635409(NAD 83)
 FN0191_MARKER: DB = BENCH MARK DISK
 FN0191_SETTING: 66 = SET IN ROCK OUTCROP
 FN0191_SP_SET: SET IN ROCK OUTCROP
 FN0191_STAMPING: H 292 1957
 FN0191_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FN0191+STABILITY: POSITION/ELEVATION WELL
 FN0191
 FN0191  HISTORY     - Date     Condition        Report By
 FN0191  HISTORY     - 1957     MONUMENTED       CGS
 FN0191
 FN0191                          STATION DESCRIPTION
 FN0191
 FN0191'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FN0191'2.8 MI N FROM SAN GERONIMO.
 FN0191'0.1 MILE WEST ALONG A DIRT ROAD FROM THE SCHOOLHOUSE AT SAN GERONIMO,
 FN0191'THENCE 2.7 MILES NORTH ALONG A WINDING DIRT ROAD, 242 FEET SOUTHEAST
 FN0191'OF THE CENTER OF A JUNCTION WITH A DIRT ROAD LEADING EAST, 73 FEET
 FN0191'EAST OF THE CENTER LINE OF A NORTH AND SOUTH ROAD, 84 FEET SOUTH OF
 FN0191'THE CENTER LINE OF THE ROAD LEADING EAST, 51 FEET EAST OF A FENCE, 51
 FN0191'FEET SOUTH OF A FENCE, 25 FEET SOUTHEAST OF A LONE 6 INCH OAK TREE, 15
 FN0191'FEET ABOVE THE LEVEL OF THE ROAD, FLUSH WITH THE GROUND, SET IN THE
 FN0191'TOP OF A ROCK OUTCROP, IN SECTION 18, TOWNSHIP 16 NORTH, RANGE 15
 FN0191'EAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1083 ***********************************************************************
 GL1083  DESIGNATION -  H 293
 GL1083  PID         -  GL1083
 GL1083  STATE/COUNTY-  NM/UNION
 GL1083  USGS QUAD   -  DES MOINES (1972)
 GL1083
 GL1083                         *CURRENT SURVEY CONTROL
 GL1083  ___________________________________________________________________
 GL1083* NAD 83(1986)-  36 45 22.     (N)    103 49 25.     (W)     SCALED    
 GL1083* NAVD 88     -      2014.129  (meters)    6608.02   (feet)  ADJUSTED  
 GL1083  ___________________________________________________________________
 GL1083  GEOID HEIGHT-         -19.25  (meters)                     GEOID03
 GL1083  DYNAMIC HT  -        2011.620 (meters)    6599.79  (feet)  COMP
 GL1083  MODELED GRAV-     979,313.1   (mgal)                       NAVD 88
 GL1083
 GL1083  VERT ORDER  -  FIRST     CLASS II
 GL1083
 GL1083.The horizontal coordinates were scaled from a topographic map and have
 GL1083.an estimated accuracy of +/- 6 seconds.
 GL1083
 GL1083.The orthometric height was determined by differential leveling
 GL1083.and adjusted by the National Geodetic Survey in June 1991..
 GL1083
 GL1083.The geoid height was determined by GEOID03.
 GL1083
 GL1083.The dynamic height is computed by dividing the NAVD 88
 GL1083.geopotential number by the normal gravity value computed on the
 GL1083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL1083.degrees latitude (g = 980.6199 gals.).
 GL1083
 GL1083.The modeled gravity was interpolated from observed gravity values.
 GL1083
 GL1083;                    North         East    Units  Estimated Accuracy
 GL1083;SPC NM E     -   638,530.      210,510.      MT  (+/- 180 meters Scaled)
 GL1083
 GL1083                          SUPERSEDED SURVEY CONTROL
 GL1083
 GL1083  NGVD 29 (??/??/92) 2013.162  (m)         6604.85   (f) ADJ UNCH    1 2
 GL1083
 GL1083.Superseded values are not recommended for survey control.
 GL1083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1083.See file dsdata.txt to determine how the superseded data were derived.
 GL1083
 GL1083_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA050684(NAD 83)
 GL1083_MARKER: DB = BENCH MARK DISK
 GL1083_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GL1083_SP_SET: ABUTMENT
 GL1083_STAMPING: H 293 1955
 GL1083_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GL1083
 GL1083  HISTORY     - Date     Condition        Report By
 GL1083  HISTORY     - 1955     MONUMENTED       CGS
 GL1083  HISTORY     - 1970     GOOD             AMS
 GL1083
 GL1083                          STATION DESCRIPTION
 GL1083
 GL1083'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GL1083'0.7 MI SE FROM DES MOINES.
 GL1083'0.7 MILE SOUTHEAST ALONG U.S. HIGHWAYS 64 AND 87 FROM THE POST OFFICE
 GL1083'AT DES MOINES, 18 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, SET IN
 GL1083'THE TOP OF THE SOUTH END OF THE EAST ABUTMENT OF A CONCRETE HIGHWAY
 GL1083'BRIDGE.
 GL1083
 GL1083                          STATION RECOVERY (1970)
 GL1083
 GL1083'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1970
 GL1083'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0272 ***********************************************************************
 FN0272  DESIGNATION -  H 293
 FN0272  PID         -  FN0272
 FN0272  STATE/COUNTY-  NM/SAN MIGUEL
 FN0272  USGS QUAD   -  SAN JOSE (1989)
 FN0272
 FN0272                         *CURRENT SURVEY CONTROL
 FN0272  ___________________________________________________________________
 FN0272* NAD 83(1986)-  35 28 23.     (N)    105 28 48.     (W)     SCALED    
 FN0272* NAVD 88     -      2035.402  (meters)    6677.81   (feet)  ADJUSTED  
 FN0272  ___________________________________________________________________
 FN0272  GEOID HEIGHT-         -18.61  (meters)                     GEOID03
 FN0272  DYNAMIC HT  -        2032.579 (meters)    6668.55  (feet)  COMP
 FN0272  MODELED GRAV-     979,173.3   (mgal)                       NAVD 88
 FN0272
 FN0272  VERT ORDER  -  SECOND    CLASS 0
 FN0272
 FN0272.The horizontal coordinates were scaled from a topographic map and have
 FN0272.an estimated accuracy of +/- 6 seconds.
 FN0272
 FN0272.The orthometric height was determined by differential leveling
 FN0272.and adjusted by the National Geodetic Survey in June 1991..
 FN0272
 FN0272.The geoid height was determined by GEOID03.
 FN0272
 FN0272.The dynamic height is computed by dividing the NAVD 88
 FN0272.geopotential number by the normal gravity value computed on the
 FN0272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FN0272.degrees latitude (g = 980.6199 gals.).
 FN0272
 FN0272.The modeled gravity was interpolated from observed gravity values.
 FN0272
 FN0272;                    North         East    Units  Estimated Accuracy
 FN0272;SPC NM E     -   496,660.       60,940.      MT  (+/- 180 meters Scaled)
 FN0272
 FN0272                          SUPERSEDED SURVEY CONTROL
 FN0272
 FN0272  NGVD 29 (??/??/92) 2034.453  (m)         6674.70   (f) ADJ UNCH    2 0
 FN0272
 FN0272.Superseded values are not recommended for survey control.
 FN0272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0272.See file dsdata.txt to determine how the superseded data were derived.
 FN0272
 FN0272_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV564256(NAD 83)
 FN0272_MARKER: DB = BENCH MARK DISK
 FN0272_SETTING: 66 = SET IN ROCK OUTCROP
 FN0272_SP_SET: SET IN ROCK OUTCROP
 FN0272_STAMPING: H 293 1957
 FN0272_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FN0272+STABILITY: POSITION/ELEVATION WELL
 FN0272
 FN0272  HISTORY     - Date     Condition        Report By
 FN0272  HISTORY     - 1957     MONUMENTED       CGS
 FN0272  HISTORY     - 19860401 GOOD             USGS
 FN0272
 FN0272                          STATION DESCRIPTION
 FN0272
 FN0272'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FN0272'6.0 MI NE FROM SANDS.
 FN0272'0.1 MILE NORTHEAST ACROSS A PASTURE FROM THE ATCHISON, TOPEKA AND
 FN0272'SANTA FE RAILROAD STATION SIGN AT SANDS, THENCE 0.45 MILE EAST ALONG
 FN0272'U.S. HIGHWAYS 84 AND 85, THENCE 3.05 MILES NORTHEAST ALONG A WINDING
 FN0272'DIRT ROAD, THENCE 0.75 MILE NORTH ALONG THE LEFT FORK OF THE ROAD,
 FN0272'THENCE 1.65 MILES NORTHEAST ALONG A DIM MOUNTAIN ROAD, 0.3 MILE NORTH
 FN0272'OF AN ABANDONED STONE HOUSE WHICH IS ON THE TOP OF A PROMINENT HILL,
 FN0272'0.1 MILE NORTH OF A GATE WHICH IS ACROSS THE ROAD, 74 FEET WEST OF A
 FN0272'FENCE, 52 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, AT A CURVE IN
 FN0272'THE ROAD, 34 FEET WEST OF THE CENTER LINE OF A NORTH AND SOUTH TRACK
 FN0272'ROAD, FLUSH WITH THE GROUND, SET IN THE TOP OF A FLAT ROCK OUTCROP. IN
 FN0272'SECTION 5, TOWNSHIP 14 NORTH, RANGE 14 EAST.
 FN0272
 FN0272                          STATION RECOVERY (1986)
 FN0272
 FN0272'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986 (DRG)
 FN0272'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1552 ***********************************************************************
 GL1552  DESIGNATION -  H 293 RESET
 GL1552  PID         -  GL1552
 GL1552  STATE/COUNTY-  NM/UNION
 GL1552  USGS QUAD   -  DES MOINES (1972)
 GL1552
 GL1552                         *CURRENT SURVEY CONTROL
 GL1552  ___________________________________________________________________
 GL1552* NAD 83(1986)-  36 45 22.     (N)    103 49 25.     (W)     SCALED    
 GL1552* NAVD 88     -      2013.96   (+/-2cm)    6607.5    (feet)  VERTCON   
 GL1552  ___________________________________________________________________
 GL1552  GEOID HEIGHT-         -19.25  (meters)                     GEOID03
 GL1552
 GL1552  VERT ORDER  -  THIRD (See Below)
 GL1552
 GL1552.The horizontal coordinates were scaled from a topographic map and have
 GL1552.an estimated accuracy of +/- 6 seconds.
 GL1552
 GL1552.The NAVD 88 height was computed by applying the VERTCON shift value to
 GL1552.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GL1552.The vertical order pertains to the NGVD 29 superseded value.
 GL1552
 GL1552.The geoid height was determined by GEOID03.
 GL1552
 GL1552;                    North         East    Units  Estimated Accuracy
 GL1552;SPC NM E     -   638,530.      210,510.      MT  (+/- 180 meters Scaled)
 GL1552
 GL1552                          SUPERSEDED SURVEY CONTROL
 GL1552
 GL1552  NGVD 29 (06/15/00) 2012.99   (m)         6604.3    (f) RESET       3  
 GL1552
 GL1552.Superseded values are not recommended for survey control.
 GL1552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1552.See file dsdata.txt to determine how the superseded data were derived.
 GL1552
 GL1552_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA050684(NAD 83)
 GL1552_MARKER: DV = VERTICAL CONTROL DISK
 GL1552_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GL1552_SP_SET: HEADWALL
 GL1552_STAMPING: H 293 RESET 1977
 GL1552_MARK LOGO: NGS   
 GL1552_MAGNETIC: N = NO MAGNETIC MATERIAL
 GL1552_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL1552+STABILITY: SURFACE MOTION
 GL1552_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GL1552+SATELLITE: SATELLITE OBSERVATIONS - August 10, 2005
 GL1552
 GL1552  HISTORY     - Date     Condition        Report By
 GL1552  HISTORY     - 1977     MONUMENTED       NMHD
 GL1552  HISTORY     - 20040806 GOOD             USPSQD
 GL1552  HISTORY     - 20050810 GOOD             USPSQD
 GL1552
 GL1552                          STATION DESCRIPTION
 GL1552
 GL1552'DESCRIBED BY NM HIGHWAY DEPT 1977
 GL1552'0.7 MILES SOUTHEAST ALONG U.S. HIGHWAY 64 AND 87 FROM THE POST OFFICE
 GL1552'AT DES MOINES, AT A CONCRETE BOX CULVERT ON THE HIGHWAY, 42 FEET
 GL1552'RIGHT OF CENTERLINE OF HIGHWAY.
 GL1552
 GL1552                          STATION RECOVERY (2004)
 GL1552
 GL1552'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 GL1552'RECOVERED IN GOOD CONDITION.
 GL1552
 GL1552                          STATION RECOVERY (2005)
 GL1552
 GL1552'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 GL1552'FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0364 ***********************************************************************
 GM0364  DESIGNATION -  H 294
 GM0364  PID         -  GM0364
 GM0364  STATE/COUNTY-  NM/MORA
 GM0364  USGS QUAD   -  LUCERO (1994)
 GM0364
 GM0364                         *CURRENT SURVEY CONTROL
 GM0364  ___________________________________________________________________
 GM0364* NAD 83(1986)-  36 07 18.     (N)    105 14 19.     (W)     SCALED    
 GM0364* NAVD 88     -      2293.452  (meters)    7524.43   (feet)  ADJUSTED  
 GM0364  ___________________________________________________________________
 GM0364  GEOID HEIGHT-         -17.59  (meters)                     GEOID03
 GM0364  DYNAMIC HT  -        2290.166 (meters)    7513.65  (feet)  COMP
 GM0364  MODELED GRAV-     979,117.8   (mgal)                       NAVD 88
 GM0364
 GM0364  VERT ORDER  -  SECOND    CLASS 0
 GM0364
 GM0364.The horizontal coordinates were scaled from a topographic map and have
 GM0364.an estimated accuracy of +/- 6 seconds.
 GM0364
 GM0364.The orthometric height was determined by differential leveling
 GM0364.and adjusted by the National Geodetic Survey in June 1991..
 GM0364
 GM0364.The geoid height was determined by GEOID03.
 GM0364
 GM0364.The dynamic height is computed by dividing the NAVD 88
 GM0364.geopotential number by the normal gravity value computed on the
 GM0364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GM0364.degrees latitude (g = 980.6199 gals.).
 GM0364
 GM0364.The modeled gravity was interpolated from observed gravity values.
 GM0364
 GM0364;                    North         East    Units  Estimated Accuracy
 GM0364;SPC NM E     -   568,400.       83,510.      MT  (+/- 180 meters Scaled)
 GM0364
 GM0364                          SUPERSEDED SURVEY CONTROL
 GM0364
 GM0364  NGVD 29 (??/??/92) 2292.246  (m)         7520.48   (f) ADJ UNCH    2 0
 GM0364
 GM0364.Superseded values are not recommended for survey control.
 GM0364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0364.See file dsdata.txt to determine how the superseded data were derived.
 GM0364
 GM0364_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV785974(NAD 83)
 GM0364_MARKER: DB = BENCH MARK DISK
 GM0364_SETTING: 66 = SET IN ROCK OUTCROP
 GM0364_SP_SET: GRANITE OUTCROP
 GM0364_STAMPING: H 294 1957
 GM0364_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GM0364+STABILITY: POSITION/ELEVATION WELL
 GM0364
 GM0364  HISTORY     - Date     Condition        Report By
 GM0364  HISTORY     - 1957     MONUMENTED       CGS
 GM0364
 GM0364                          STATION DESCRIPTION
 GM0364
 GM0364'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GM0364'12.05 MI NE FROM MORA.
 GM0364'ABOUT 12.05 MILES NORTHEAST ALONG STATE HIGHWAY 38 FROM THE JUNCTION
 GM0364'OF STATE HIGHWAY 3 AT MORA, 0.1 MILE SOUTHEAST OF AN ADOBE HOUSE AT
 GM0364'THE FOOT OF A HILL, ON THE OUTSIDE AND NEAR THE SOUTHEAST END OF A
 GM0364'CURVE WITH TANGENTS SOUTH-SOUTHEAST AND NORTH-NORTHWEST, 81 FEET WEST
 GM0364'OF THE CENTER LINE OF THE HIGHWAY, ON THE NORTHEAST SLOPE OF A HILL,
 GM0364'68 FEET WEST-NORTHWEST OF A 12-INCH PINE TREE WHICH IS ON THE HIGHWAY
 GM0364'RIGHT OF WAY, 37 FEET WEST OF THE WEST HIGHWAY RIGHT OF WAY FENCE,
 GM0364'ABOUT 6 FEET ABOVE THE LEVEL OF THE HIGHWAY AND IN THE TOP OF A 2-FOOT
 GM0364'BY 4-FOOT WEDGE SHAPE GRANITE OUTCROP WHICH PROJECTS 12 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0249 ***********************************************************************
 GM0249  DESIGNATION -  H 295
 GM0249  PID         -  GM0249
 GM0249  STATE/COUNTY-  NM/COLFAX
 GM0249  USGS QUAD   -  EAGLE NEST (1995)
 GM0249
 GM0249                         *CURRENT SURVEY CONTROL
 GM0249  ___________________________________________________________________
 GM0249* NAD 83(1986)-  36 32 29.     (N)    105 16 43.     (W)     SCALED    
 GM0249* NAVD 88     -      2523.596  (meters)    8279.50   (feet)  ADJUSTED  
 GM0249  ___________________________________________________________________
 GM0249  GEOID HEIGHT-         -16.66  (meters)                     GEOID03
 GM0249  DYNAMIC HT  -        2519.993 (meters)    8267.68  (feet)  COMP
 GM0249  MODELED GRAV-     979,112.7   (mgal)                       NAVD 88
 GM0249
 GM0249  VERT ORDER  -  FIRST     CLASS II
 GM0249
 GM0249.The horizontal coordinates were scaled from a topographic map and have
 GM0249.an estimated accuracy of +/- 6 seconds.
 GM0249
 GM0249.The orthometric height was determined by differential leveling
 GM0249.and adjusted by the National Geodetic Survey in June 1991..
 GM0249
 GM0249.The geoid height was determined by GEOID03.
 GM0249
 GM0249.The dynamic height is computed by dividing the NAVD 88
 GM0249.geopotential number by the normal gravity value computed on the
 GM0249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GM0249.degrees latitude (g = 980.6199 gals.).
 GM0249
 GM0249.The modeled gravity was interpolated from observed gravity values.
 GM0249
 GM0249;                    North         East    Units  Estimated Accuracy
 GM0249;SPC NM E     -   615,000.       80,360.      MT  (+/- 180 meters Scaled)
 GM0249
 GM0249                          SUPERSEDED SURVEY CONTROL
 GM0249
 GM0249  NGVD 29 (??/??/92) 2522.341  (m)         8275.38   (f) ADJ UNCH    1 2
 GM0249
 GM0249.Superseded values are not recommended for survey control.
 GM0249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0249.See file dsdata.txt to determine how the superseded data were derived.
 GM0249
 GM0249_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDA750440(NAD 83)
 GM0249_MARKER: DB = BENCH MARK DISK
 GM0249_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GM0249_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GM0249_STAMPING: H 295 1957
 GM0249_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GM0249+STABILITY: SURFACE MOTION
 GM0249_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GM0249+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2004
 GM0249
 GM0249  HISTORY     - Date     Condition        Report By
 GM0249  HISTORY     - 1957     MONUMENTED       CGS
 GM0249  HISTORY     - 20040822 GOOD             USPSQD
 GM0249
 GM0249                          STATION DESCRIPTION
 GM0249
 GM0249'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GM0249'1.3 MI SW FROM EAGLE NEST.
 GM0249'ABOUT 1.3 MILES SOUTHWEST ALONG U.S. HIGHWAY 64 FROM THE JUNCTION OF
 GM0249'STATE HIGHWAY 38 AT EAGLE NEST, 151 YARDS NORTHWEST AND ACROSS THE
 GM0249'HIGHWAY FROM THE OFFICE BUILDING OF CLOVER COURTS, 97 FEET WEST OF THE
 GM0249'CENTER LINE OF THE HIGHWAY, 31 FEET NORTH OF THE CENTER OF A GATE IN
 GM0249'THE FENCE LINE, 2 1/2 FEET EAST OF THE FENCE LINE, 2 FEET SOUTHEAST OF
 GM0249'A WHITE WOODEN WITNESS POST, ABOUT 2 FEET ABOVE THE HIGHWAY AND IN THE
 GM0249'TOP OF A CONCRETE POST WHICH PROJECTS 7 INCHES.
 GM0249
 GM0249                          STATION RECOVERY (2004)
 GM0249
 GM0249'RECOVERY NOTE BY US POWER SQUADRON 2004 (RPJ)
 GM0249'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0610 ***********************************************************************
 FM0610  DESIGNATION -  H 296
 FM0610  PID         -  FM0610
 FM0610  STATE/COUNTY-  NM/HARDING
 FM0610  USGS QUAD   -  LOGAN NORTH (1989)
 FM0610
 FM0610                         *CURRENT SURVEY CONTROL
 FM0610  ___________________________________________________________________
 FM0610* NAD 83(1986)-  35 29 14.     (N)    103 29 27.     (W)     SCALED    
 FM0610* NAVD 88     -      1241.587  (meters)    4073.44   (feet)  ADJUSTED  
 FM0610  ___________________________________________________________________
 FM0610  GEOID HEIGHT-         -22.79  (meters)                     GEOID03
 FM0610  DYNAMIC HT  -        1240.091 (meters)    4068.53  (feet)  COMP
 FM0610  MODELED GRAV-     979,385.7   (mgal)                       NAVD 88
 FM0610
 FM0610  VERT ORDER  -  SECOND    CLASS 0
 FM0610
 FM0610.The horizontal coordinates were scaled from a topographic map and have
 FM0610.an estimated accuracy of +/- 6 seconds.
 FM0610
 FM0610.The orthometric height was determined by differential leveling
 FM0610.and adjusted by the National Geodetic Survey in June 1991..
 FM0610
 FM0610.The geoid height was determined by GEOID03.
 FM0610
 FM0610.The dynamic height is computed by dividing the NAVD 88
 FM0610.geopotential number by the normal gravity value computed on the
 FM0610.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0610.degrees latitude (g = 980.6199 gals.).
 FM0610
 FM0610.The modeled gravity was interpolated from observed gravity values.
 FM0610
 FM0610;                    North         East    Units  Estimated Accuracy
 FM0610;SPC NM E     -   497,960.      241,450.      MT  (+/- 180 meters Scaled)
 FM0610
 FM0610                          SUPERSEDED SURVEY CONTROL
 FM0610
 FM0610  NGVD 29 (??/??/92) 1240.999  (m)         4071.51   (f) ADJ UNCH    2 0
 FM0610
 FM0610.Superseded values are not recommended for survey control.
 FM0610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0610.See file dsdata.txt to determine how the superseded data were derived.
 FM0610
 FM0610_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFV368281(NAD 83)
 FM0610_MARKER: DB = BENCH MARK DISK
 FM0610_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0610_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0610_STAMPING: H 296 1957
 FM0610_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0610+STABILITY: SURFACE MOTION
 FM0610
 FM0610  HISTORY     - Date     Condition        Report By
 FM0610  HISTORY     - 1957     MONUMENTED       CGS
 FM0610  HISTORY     - 19860417 MARK NOT FOUND   USGS
 FM0610
 FM0610                          STATION DESCRIPTION
 FM0610
 FM0610'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FM0610'9.1 MI NW FROM LOGAN.
 FM0610'ABOUT 9.1 MILES NORTHWEST ALONG STATE HIGHWAY 39 FROM THE JUNCTION OF
 FM0610'U.S. HIGHWAY 54 AT LOGAN, IN SECTION 36, T. 15 N., R. 32 E., 90 FEET
 FM0610'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 19 FEET NORTH-NORTHWEST
 FM0610'OF THE NORTHEAST CORNER OF THE STUCCO HOUSE OF MRS. C.S. CLAY, 24 FEET
 FM0610'WEST-SOUTHWEST OF A 12-INCH COTTONWOOD, ABOUT LEVEL WITH THE HIGHWAY
 FM0610'AND IN THE TOP OF A CONCRETE POST WHICH PROJECTS 3 INCHES.
 FM0610
 FM0610                          STATION RECOVERY (1986)
 FM0610
 FM0610'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986 (RV)
 FM0610'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0772 ***********************************************************************
 FM0772  DESIGNATION -  H 297
 FM0772  PID         -  FM0772
 FM0772  STATE/COUNTY-  NM/HARDING
 FM0772  USGS QUAD   -  BUFFALO SPRINGS (1969)
 FM0772
 FM0772                         *CURRENT SURVEY CONTROL
 FM0772  ___________________________________________________________________
 FM0772* NAD 83(1986)-  35 42 23.     (N)    103 44 58.     (W)     SCALED    
 FM0772* NAVD 88     -      1313.547  (meters)    4309.53   (feet)  ADJUSTED  
 FM0772  ___________________________________________________________________
 FM0772  GEOID HEIGHT-         -21.62  (meters)                     GEOID03
 FM0772  DYNAMIC HT  -        1311.972 (meters)    4304.36  (feet)  COMP
 FM0772  MODELED GRAV-     979,388.0   (mgal)                       NAVD 88
 FM0772
 FM0772  VERT ORDER  -  SECOND    CLASS 0
 FM0772
 FM0772.The horizontal coordinates were scaled from a topographic map and have
 FM0772.an estimated accuracy of +/- 6 seconds.
 FM0772
 FM0772.The orthometric height was determined by differential leveling
 FM0772.and adjusted by the National Geodetic Survey in June 1991..
 FM0772
 FM0772.The geoid height was determined by GEOID03.
 FM0772
 FM0772.The dynamic height is computed by dividing the NAVD 88
 FM0772.geopotential number by the normal gravity value computed on the
 FM0772.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0772.degrees latitude (g = 980.6199 gals.).
 FM0772
 FM0772.The modeled gravity was interpolated from observed gravity values.
 FM0772
 FM0772;                    North         East    Units  Estimated Accuracy
 FM0772;SPC NM E     -   522,100.      217,840.      MT  (+/- 180 meters Scaled)
 FM0772
 FM0772                          SUPERSEDED SURVEY CONTROL
 FM0772
 FM0772  NGVD 29 (??/??/92) 1312.920  (m)         4307.47   (f) ADJ UNCH    2 0
 FM0772
 FM0772.Superseded values are not recommended for survey control.
 FM0772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0772.See file dsdata.txt to determine how the superseded data were derived.
 FM0772
 FM0772_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFV131521(NAD 83)
 FM0772_MARKER: DB = BENCH MARK DISK
 FM0772_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0772_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0772_STAMPING: H 297 1957
 FM0772_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0772+STABILITY: SURFACE MOTION
 FM0772
 FM0772  HISTORY     - Date     Condition        Report By
 FM0772  HISTORY     - 1957     MONUMENTED       CGS
 FM0772
 FM0772                          STATION DESCRIPTION
 FM0772
 FM0772'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FM0772'17.5 MI SE FROM MOSQUERO.
 FM0772'ABOUT 17.5 MILES SOUTHEAST ALONG STATE HIGHWAY 39 FROM THE CITY WATER
 FM0772'TANK AT MOSQUERO, IN SECTION 16, T. 17 N., R. 30 E., 0.25 MILE SOUTH
 FM0772'OF A FENCE LINE WEST AND RANCH ROAD EAST, 75 FEET WEST OF THE CENTER
 FM0772'LINE OF THE HIGHWAY, 161 FEET NORTH-NORTHWEST OF THE WEST END OF A
 FM0772'24-INCH PIPE CULVERT, 2 FEET EAST OF A FENCE LINE, 2 FEET SOUTH OF A
 FM0772'WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND IN THE TOP
 FM0772'OF A CONCRETE POST WHICH PROJECTS 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0429 ***********************************************************************
 FO0429  DESIGNATION -  H 298
 FO0429  PID         -  FO0429
 FO0429  STATE/COUNTY-  NM/SANDOVAL
 FO0429  USGS QUAD   -  SAN YSIDRO (1969)
 FO0429
 FO0429                         *CURRENT SURVEY CONTROL
 FO0429  ___________________________________________________________________
 FO0429* NAD 83(1986)-  35 34 31.     (N)    106 45 20.     (W)     SCALED    
 FO0429* NAVD 88     -      1670.597  (meters)    5480.95   (feet)  ADJUSTED  
 FO0429  ___________________________________________________________________
 FO0429  GEOID HEIGHT-         -20.28  (meters)                     GEOID03
 FO0429  DYNAMIC HT  -        1668.366 (meters)    5473.63  (feet)  COMP
 FO0429  MODELED GRAV-     979,239.3   (mgal)                       NAVD 88
 FO0429
 FO0429  VERT ORDER  -  SECOND    CLASS 0
 FO0429
 FO0429.The horizontal coordinates were scaled from a topographic map and have
 FO0429.an estimated accuracy of +/- 6 seconds.
 FO0429
 FO0429.The orthometric height was determined by differential leveling
 FO0429.and adjusted by the National Geodetic Survey in June 1991..
 FO0429
 FO0429.The geoid height was determined by GEOID03.
 FO0429
 FO0429.The dynamic height is computed by dividing the NAVD 88
 FO0429.geopotential number by the normal gravity value computed on the
 FO0429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0429.degrees latitude (g = 980.6199 gals.).
 FO0429
 FO0429.The modeled gravity was interpolated from observed gravity values.
 FO0429
 FO0429;                    North         East    Units  Estimated Accuracy
 FO0429;SPC NM C     -   507,510.      454,180.      MT  (+/- 180 meters Scaled)
 FO0429
 FO0429                          SUPERSEDED SURVEY CONTROL
 FO0429
 FO0429  NGVD 29 (??/??/92) 1669.689  (m)         5477.97   (f) ADJ UNCH    2 0
 FO0429
 FO0429.Superseded values are not recommended for survey control.
 FO0429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0429.See file dsdata.txt to determine how the superseded data were derived.
 FO0429
 FO0429_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV409382(NAD 83)
 FO0429_MARKER: DB = BENCH MARK DISK
 FO0429_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FO0429_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FO0429_STAMPING: H 298 1957
 FO0429_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO0429+STABILITY: SURFACE MOTION
 FO0429
 FO0429  HISTORY     - Date     Condition        Report By
 FO0429  HISTORY     - 1957     MONUMENTED       CGS
 FO0429  HISTORY     - 1989     GOOD             USPSQD
 FO0429
 FO0429                          STATION DESCRIPTION
 FO0429
 FO0429'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FO0429'2.10 MI NE FROM SAN YSIDRO.
 FO0429'ABOUT 2.10 MILES NORTHEAST ALONG STATE HIHGWAY 4 FROM THE TRIANGLE
 FO0429'TAVERN AT SAN YSIDRO, IN T. 16 N.,R.2 E.,AND NEAR CENTER OF THE
 FO0429'NORTHWEST QUARTER OF S. 32, ABOUT 0.1 MILE NORTHEAST OF THE EAST END
 FO0429'OF THE BRIDGE OVER THE JEMEZ RIVER, 290 FEET WEST OF THE CENTERLINE OF
 FO0429'THE HIGHWAY, 35 FEET WEST OF THE CENTERLINE OF A DIRT ROAD NORTH,4
 FO0429'FEET SOUTH OF A POWERLINE POLE, 2 FEET NORTHEAST OF A WHITE WOODEN
 FO0429'WITNESS POST, LEVEL WITH THE DIRT ROAD, SET IN THE TOP OF A CONCRETE
 FO0429'POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 FO0429
 FO0429                          STATION RECOVERY (1989)
 FO0429
 FO0429'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 FO0429'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0327 ***********************************************************************
 DQ0327  DESIGNATION -  H 3
 DQ0327  PID         -  DQ0327
 DQ0327  STATE/COUNTY-  NM/LEA
 DQ0327  USGS QUAD   -  HILLBURN CITY (1984)
 DQ0327
 DQ0327                         *CURRENT SURVEY CONTROL
 DQ0327  ___________________________________________________________________
 DQ0327* NAD 83(1986)-  33 03 13.     (N)    103 19 05.     (W)     SCALED    
 DQ0327* NAVD 88     -      1199.490  (meters)    3935.33   (feet)  ADJUSTED  
 DQ0327  ___________________________________________________________________
 DQ0327  GEOID HEIGHT-         -21.80  (meters)                     GEOID03
 DQ0327  DYNAMIC HT  -        1197.857 (meters)    3929.97  (feet)  COMP
 DQ0327  MODELED GRAV-     979,233.9   (mgal)                       NAVD 88
 DQ0327
 DQ0327  VERT ORDER  -  SECOND    CLASS 0
 DQ0327
 DQ0327.The horizontal coordinates were scaled from a topographic map and have
 DQ0327.an estimated accuracy of +/- 6 seconds.
 DQ0327
 DQ0327.The orthometric height was determined by differential leveling
 DQ0327.and adjusted by the National Geodetic Survey in June 1991..
 DQ0327
 DQ0327.The geoid height was determined by GEOID03.
 DQ0327
 DQ0327.The dynamic height is computed by dividing the NAVD 88
 DQ0327.geopotential number by the normal gravity value computed on the
 DQ0327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0327.degrees latitude (g = 980.6199 gals.).
 DQ0327
 DQ0327.The modeled gravity was interpolated from observed gravity values.
 DQ0327
 DQ0327;                    North         East    Units  Estimated Accuracy
 DQ0327;SPC NM E     -   228,160.      259,820.      MT  (+/- 180 meters Scaled)
 DQ0327
 DQ0327                          SUPERSEDED SURVEY CONTROL
 DQ0327
 DQ0327  NGVD 29 (??/??/92) 1199.056  (m)         3933.90   (f) ADJ UNCH    2 0
 DQ0327
 DQ0327.Superseded values are not recommended for survey control.
 DQ0327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0327.See file dsdata.txt to determine how the superseded data were derived.
 DQ0327
 DQ0327_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFS570584(NAD 83)
 DQ0327_MARKER: DD = SURVEY DISK
 DQ0327_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0327_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DQ0327_STAMPING: H-3 1930
 DQ0327_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0327+STABILITY: SURFACE MOTION
 DQ0327
 DQ0327  HISTORY     - Date     Condition        Report By
 DQ0327  HISTORY     - 1930     MONUMENTED       USGS
 DQ0327  HISTORY     - 1935     GOOD             NGS
 DQ0327
 DQ0327                          STATION DESCRIPTION
 DQ0327
 DQ0327'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DQ0327'8.0 MI N FROM LOVINGTON.
 DQ0327'8.0 MI. N. OF COURTHOUSE ALONG STATE NO. 18 AT AN S CURVE IN HWY., 30
 DQ0327'FT. W. AND 20 FT. N. OF THE CENTER OF CROSSROADS, AT A CATTLE GUARD,
 DQ0327'AND 4 FT. N. OF THE FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0112 ***********************************************************************
 GN0112  DESIGNATION -  H 3
 GN0112  PID         -  GN0112
 GN0112  STATE/COUNTY-  NM/RIO ARRIBA
 GN0112  USGS QUAD   -  SAN JUAN PUEBLO (1977)
 GN0112
 GN0112                         *CURRENT SURVEY CONTROL
 GN0112  ___________________________________________________________________
 GN0112* NAD 83(1986)-  36 05 25.     (N)    106 02 57.     (W)     SCALED    
 GN0112* NAVD 88     -      1748.843  (meters)    5737.66   (feet)  ADJUSTED  
 GN0112  ___________________________________________________________________
 GN0112  GEOID HEIGHT-         -18.96  (meters)                     GEOID03
 GN0112  DYNAMIC HT  -        1746.496 (meters)    5729.96  (feet)  COMP
 GN0112  MODELED GRAV-     979,229.9   (mgal)                       NAVD 88
 GN0112
 GN0112  VERT ORDER  -  FIRST     CLASS II
 GN0112
 GN0112.The horizontal coordinates were scaled from a topographic map and have
 GN0112.an estimated accuracy of +/- 6 seconds.
 GN0112
 GN0112.The orthometric height was determined by differential leveling
 GN0112.and adjusted by the National Geodetic Survey in June 1991..
 GN0112
 GN0112.The geoid height was determined by GEOID03.
 GN0112
 GN0112.The dynamic height is computed by dividing the NAVD 88
 GN0112.geopotential number by the normal gravity value computed on the
 GN0112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GN0112.degrees latitude (g = 980.6199 gals.).
 GN0112
 GN0112.The modeled gravity was interpolated from observed gravity values.
 GN0112
 GN0112;                    North         East    Units  Estimated Accuracy
 GN0112;SPC NM C     -   564,550.      518,090.      MT  (+/- 180 meters Scaled)
 GN0112
 GN0112                          SUPERSEDED SURVEY CONTROL
 GN0112
 GN0112  NGVD 29 (??/??/92) 1747.812  (m)         5734.28   (f) ADJ UNCH    1 2
 GN0112
 GN0112.Superseded values are not recommended for survey control.
 GN0112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0112.See file dsdata.txt to determine how the superseded data were derived.
 GN0112
 GN0112_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV055944(NAD 83)
 GN0112_MARKER: DD = SURVEY DISK
 GN0112_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GN0112_SP_SET: GUARDRAIL
 GN0112_STAMPING: H 3 1927
 GN0112_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GN0112
 GN0112  HISTORY     - Date     Condition        Report By
 GN0112  HISTORY     - 1927     MONUMENTED       USGS
 GN0112  HISTORY     - 1951     MARK NOT FOUND   USE
 GN0112
 GN0112                          STATION DESCRIPTION
 GN0112
 GN0112'DESCRIBED BY US ENGINEERS 1951
 GN0112'7.8 MI NE FROM ESPANOLA.
 GN0112'ABOUT 7.8 MILES NORTHEAST ALONG U.S. HIGHWAY 64 FROM ESPANOLA, ABOUT
 GN0112'6.3 MILES SOUTHWEST OF VELARDE, AT THE INTERSECTION OF THE T-ROAD
 GN0112'LEADING WEST TO ALCALDE, AT A CONCRETE CATTLE-GUARD STAND ON THE WEST
 GN0112'EDGE OF THE ROAD, AND IN THE CENTER OF THE TOP OF THE WEST GUARDRAIL,
 GN0112'A STANDARD UNITED STATES GEOLOGICAL SURVEY DISK.  NOTE-- THE T-ROAD
 GN0112'WAS WIDENED ABOUT 1948 AND THE CULVERT WAS DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0442 ***********************************************************************
 EO0442  DESIGNATION -  H 3
 EO0442  PID         -  EO0442
 EO0442  STATE/COUNTY-  NM/ROOSEVELT
 EO0442  USGS QUAD   -  MELROSE WEST (1973)
 EO0442
 EO0442                         *CURRENT SURVEY CONTROL
 EO0442  ___________________________________________________________________
 EO0442* NAD 83(1986)-  34 25 27.     (N)    103 44 35.     (W)     SCALED    
 EO0442* NAVD 88     -      1344.083  (meters)    4409.71   (feet)  ADJUSTED  
 EO0442  ___________________________________________________________________
 EO0442  GEOID HEIGHT-         -23.28  (meters)                     GEOID03
 EO0442  DYNAMIC HT  -        1342.309 (meters)    4403.89  (feet)  COMP
 EO0442  MODELED GRAV-     979,268.9   (mgal)                       NAVD 88
 EO0442
 EO0442  VERT ORDER  -  FIRST     CLASS II
 EO0442
 EO0442.The horizontal coordinates were scaled from a topographic map and have
 EO0442.an estimated accuracy of +/- 6 seconds.
 EO0442
 EO0442.The orthometric height was determined by differential leveling
 EO0442.and adjusted by the National Geodetic Survey in June 1991..
 EO0442
 EO0442.The geoid height was determined by GEOID03.
 EO0442
 EO0442.The dynamic height is computed by dividing the NAVD 88
 EO0442.geopotential number by the normal gravity value computed on the
 EO0442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0442.degrees latitude (g = 980.6199 gals.).
 EO0442
 EO0442.The modeled gravity was interpolated from observed gravity values.
 EO0442
 EO0442;                    North         East    Units  Estimated Accuracy
 EO0442;SPC NM E     -   379,860.      219,260.      MT  (+/- 180 meters Scaled)
 EO0442
 EO0442                          SUPERSEDED SURVEY CONTROL
 EO0442
 EO0442  NGVD 29 (??/??/92) 1343.474  (m)         4407.71   (f) ADJ UNCH    1 2
 EO0442
 EO0442.Superseded values are not recommended for survey control.
 EO0442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0442.See file dsdata.txt to determine how the superseded data were derived.
 EO0442
 EO0442_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFU154099(NAD 83)
 EO0442_MARKER: Z = SEE DESCRIPTION
 EO0442_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EO0442_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EO0442_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EO0442+STABILITY: SURFACE MOTION
 EO0442
 EO0442  HISTORY     - Date     Condition        Report By
 EO0442  HISTORY     - UNK      MONUMENTED       CGS
 EO0442  HISTORY     - 1958     GOOD             NGS
 EO0442  HISTORY     - 1982     MARK NOT FOUND   NGS
 EO0442
 EO0442                          STATION DESCRIPTION
 EO0442
 EO0442'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 EO0442'6.5 MI W FROM MELROSE.
 EO0442'ABOUT 6.5 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 EO0442'FROM THE STATION AT MELROSE, 63 FEET SOUTHEAST OF THE 13TH TELEPHONE
 EO0442'POLE EAST OF MILE POST 687, ABOUT 0.2 MILES EAST OF THE CANTARA SIDING
 EO0442'SIGN, 96 FEET SOUTH OF THE NEAR RAIL OF THE MAIN TRACK, 109 FEET EAST
 EO0442'OF A TEE FENCE CORNER, 3 FEET SOUTH OF THE RIGHT OF WAY FENCE, 2 1/2
 EO0442'FEET SOUTH OF A METAL WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF
 EO0442'THE TRACK, A SQUARE HOLE IN THE TOP OF A STONE POST PROJECTING 3
 EO0442'INCHES.
 EO0442
 EO0442                          STATION RECOVERY (1982)
 EO0442
 EO0442'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 EO0442'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0373 ***********************************************************************
 FO0373  DESIGNATION -  H 3 H 4
 FO0373  PID         -  FO0373
 FO0373  STATE/COUNTY-  NM/BERNALILLO
 FO0373  USGS QUAD   -  ALBUQUERQUE EAST (1990)
 FO0373
 FO0373                         *CURRENT SURVEY CONTROL
 FO0373  ___________________________________________________________________
 FO0373* NAD 83(1986)-  35 03 33.     (N)    106 33 01.     (W)     SCALED    
 FO0373* NAVD 88     -      1647.031  (meters)    5403.63   (feet)  ADJUSTED  
 FO0373  ___________________________________________________________________
 FO0373  GEOID HEIGHT-         -20.78  (meters)                     GEOID03
 FO0373  DYNAMIC HT  -        1644.773 (meters)    5396.23  (feet)  COMP
 FO0373  MODELED GRAV-     979,205.8   (mgal)                       NAVD 88
 FO0373
 FO0373  VERT ORDER  -  FIRST     CLASS II
 FO0373
 FO0373.The horizontal coordinates were scaled from a topographic map and have
 FO0373.an estimated accuracy of +/- 6 seconds.
 FO0373
 FO0373.The orthometric height was determined by differential leveling
 FO0373.and adjusted by the National Geodetic Survey in June 1991..
 FO0373
 FO0373.The geoid height was determined by GEOID03.
 FO0373
 FO0373.The dynamic height is computed by dividing the NAVD 88
 FO0373.geopotential number by the normal gravity value computed on the
 FO0373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0373.degrees latitude (g = 980.6199 gals.).
 FO0373
 FO0373.The modeled gravity was interpolated from observed gravity values.
 FO0373
 FO0373;                    North         East    Units  Estimated Accuracy
 FO0373;SPC NM C     -   450,180.      472,610.      MT  (+/- 180 meters Scaled)
 FO0373
 FO0373                          SUPERSEDED SURVEY CONTROL
 FO0373
 FO0373  NGVD 29 (??/??/92) 1646.206  (m)         5400.93   (f) ADJ UNCH    1 2
 FO0373
 FO0373.Superseded values are not recommended for survey control.
 FO0373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0373.See file dsdata.txt to determine how the superseded data were derived.
 FO0373
 FO0373_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU586807(NAD 83)
 FO0373_MARKER: DD = SURVEY DISK
 FO0373_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FO0373_SP_SET: CURB
 FO0373_STAMPING: H-3 H-3 5400.73 H-4 H-4 30X00N 0X00 E W
 FO0373_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FO0373
 FO0373  HISTORY     - Date     Condition        Report By
 FO0373  HISTORY     - UNK      MONUMENTED       USE
 FO0373  HISTORY     - 1951     GOOD             NGS
 FO0373  HISTORY     - 20030805 MARK NOT FOUND   USPSQD
 FO0373
 FO0373                          STATION DESCRIPTION
 FO0373
 FO0373'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 FO0373'6.6 MI SE FROM ALBUQUERQUE.
 FO0373'5.5 MILES EAST ALONG EAST CENTRAL AVENUE FROM THE EAST CENTRAL AVENUE
 FO0373'VIADUCT AT ALBUQUERQUE, THENCE 0.55 MILE SOUTH ALONG SOUTH WYOMING
 FO0373'AVENUE TO THE NORTH GATE OF SANDIA BASE, THENCE 0.55 MILE SOUTH ALONG
 FO0373'MAIN STREET, AT ITS INTERSECTION WITH C STREET, IN THE CENTER OF THE
 FO0373'EAST END OF A PARKING AREA, 51 FEET SOUTH OF THE SOUTH CURB OF C
 FO0373'STREET, 17 FEET WEST OF THE WEST CURB OF MAIN STREET, 33.6 FEET EAST
 FO0373'OF THE EAST END OF A CONCRETE ISLAND OR PARKING CURB, SET IN THE TOP
 FO0373'OF THE PAVEMENT.
 FO0373
 FO0373                          STATION RECOVERY (2003)
 FO0373
 FO0373'RECOVERY NOTE BY US POWER SQUADRON 2003 (AFA)
 FO0373'AREA HAS BEEN RELANDSCAPED. PARKING LOT MOVED BACK AND C STREET
 FO0373'ELIMINATED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0382 ***********************************************************************
 GM0382  DESIGNATION -  H 30
 GM0382  PID         -  GM0382
 GM0382  STATE/COUNTY-  NM/RIO ARRIBA
 GM0382  USGS QUAD   -  VELARDE (1995)
 GM0382
 GM0382                         *CURRENT SURVEY CONTROL
 GM0382  ___________________________________________________________________
 GM0382* NAD 83(1986)-  36 10 32.     (N)    105 58 16.     (W)     SCALED    
 GM0382* NAVD 88     -      1766.925  (meters)    5796.99   (feet)  ADJUSTED  
 GM0382  ___________________________________________________________________
 GM0382  GEOID HEIGHT-         -18.58  (meters)                     GEOID03
 GM0382  DYNAMIC HT  -        1764.569 (meters)    5789.26  (feet)  COMP
 GM0382  MODELED GRAV-     979,237.0   (mgal)                       NAVD 88
 GM0382
 GM0382  VERT ORDER  -  FIRST     CLASS II
 GM0382
 GM0382.The horizontal coordinates were scaled from a topographic map and have
 GM0382.an estimated accuracy of +/- 6 seconds.
 GM0382
 GM0382.The orthometric height was determined by differential leveling
 GM0382.and adjusted by the National Geodetic Survey in June 1991..
 GM0382
 GM0382.The geoid height was determined by GEOID03.
 GM0382
 GM0382.The dynamic height is computed by dividing the NAVD 88
 GM0382.geopotential number by the normal gravity value computed on the
 GM0382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GM0382.degrees latitude (g = 980.6199 gals.).
 GM0382
 GM0382.The modeled gravity was interpolated from observed gravity values.
 GM0382
 GM0382;                    North         East    Units  Estimated Accuracy
 GM0382;SPC NM C     -   574,030.      525,090.      MT  (+/- 180 meters Scaled)
 GM0382
 GM0382                          SUPERSEDED SURVEY CONTROL
 GM0382
 GM0382  NGVD 29 (??/??/92) 1765.892  (m)         5793.60   (f) ADJ UNCH    1 2
 GM0382
 GM0382.Superseded values are not recommended for survey control.
 GM0382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0382.See file dsdata.txt to determine how the superseded data were derived.
 GM0382
 GM0382_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDA126038(NAD 83)
 GM0382_MARKER: DB = BENCH MARK DISK
 GM0382_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GM0382_STAMPING: H 30 1933
 GM0382_MARK LOGO: CGS   
 GM0382_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GM0382+STABILITY: SURFACE MOTION
 GM0382_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GM0382+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2005
 GM0382
 GM0382  HISTORY     - Date     Condition        Report By
 GM0382  HISTORY     - 1933     MONUMENTED       CGS
 GM0382  HISTORY     - 1934     GOOD             NGS
 GM0382  HISTORY     - 1952     GOOD             USGS
 GM0382  HISTORY     - 1981     GOOD             NGS
 GM0382  HISTORY     - 1984     GOOD             NGS
 GM0382  HISTORY     - 20050807 GOOD             NMHD
 GM0382
 GM0382                          STATION DESCRIPTION
 GM0382
 GM0382'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GM0382'0.5 MI N FROM VELARDE.
 GM0382'ABOUT 0.5 MILE NORTH ALONG U.S. HIGHWAY 64 FROM VELARDE, 12 FEET
 GM0382'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 2 FEET FROM THE SOUTHEAST
 GM0382'END OF THE TOP OF THE NORTH PARAPET WALL OF A 300 FEET 6-SPAN STEEL
 GM0382'GIRDER BRIDGE.  A STANDARD DISK SET IN THE CONCRETE BRIDGE.
 GM0382
 GM0382                          STATION RECOVERY (1952)
 GM0382
 GM0382'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1952
 GM0382'RECOVERED IN GOOD CONDITION.
 GM0382
 GM0382                          STATION RECOVERY (1981)
 GM0382
 GM0382'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 GM0382'THE BENCH MARK IS 0.4 MILE (0.6 KM) NORTH ALONG U.S. HIGHWAY 64 ON
 GM0382'THE FRONTAGE ROAD FROM THE TURNOFF TO THE POST OFFICE IN VELARDE. IT
 GM0382'IS A GIRDER BRIDGE IN THE TOP OF THE NORTH PARAPET WALL. IT IS 4.3 M
 GM0382'(14.1 FT) WEST OF A PAVED FRONTAGE ROAD WHICH IS
 GM0382
 GM0382                          STATION RECOVERY (1984)
 GM0382
 GM0382'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GM0382'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  8.4 KM (5.2 MI)
 GM0382'SOUTHWESTERLY ALONG STATE HIGHWAY 68 FROM ITS JUNCTION WITH STATE
 GM0382'HIGHWAY 75 IN EMBUDO.  ADD--27.6 M (90.6 FT) WEST OF THE CENTERLINE OF
 GM0382'THE HIGHWAY.  NOTE--THE DISK IS STAMPED H 30 1933 5793.597.
 GM0382
 GM0382                          STATION RECOVERY (2005)
 GM0382
 GM0382'RECOVERY NOTE BY NM HIGHWAY DEPT 2005 (WAB)
 GM0382'DESCRIPTION IS ADEQUATE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0284 ***********************************************************************
 GM0284  DESIGNATION -  H 302 RESET
 GM0284  PID         -  GM0284
 GM0284  STATE/COUNTY-  NM/COLFAX
 GM0284  USGS QUAD   -  RED RIVER PASS (1995)
 GM0284
 GM0284                         *CURRENT SURVEY CONTROL
 GM0284  ___________________________________________________________________
 GM0284* NAD 83(1986)-  36 39 49.     (N)    105 18 18.     (W)     SCALED    
 GM0284* NAVD 88     -      2678.58   (meters)    8788.0    (feet)  RESET     
 GM0284  ___________________________________________________________________
 GM0284  GEOID HEIGHT-         -16.46  (meters)                     GEOID03
 GM0284
 GM0284  VERT ORDER  -  THIRD
 GM0284
 GM0284.The horizontal coordinates were scaled from a topographic map and have
 GM0284.an estimated accuracy of +/- 6 seconds.
 GM0284
 GM0284.The orthometric height was computed from unverified reset data.
 GM0284
 GM0284.The geoid height was determined by GEOID03.
 GM0284
 GM0284;                    North         East    Units  Estimated Accuracy
 GM0284;SPC NM E     -   628,590.       78,140.      MT  (+/- 180 meters Scaled)
 GM0284
 GM0284                          SUPERSEDED SURVEY CONTROL
 GM0284
 GM0284.No superseded survey control is available for this station.
 GM0284
 GM0284_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDA727576(NAD 83)
 GM0284_MARKER: DD = SURVEY DISK
 GM0284_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GM0284_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GM0284_STAMPING: H 302 1957 RESET 1964
 GM0284_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GM0284+STABILITY: SURFACE MOTION
 GM0284
 GM0284  HISTORY     - Date     Condition        Report By
 GM0284  HISTORY     - 1964     MONUMENTED       NMHD
 GM0284
 GM0284                          STATION DESCRIPTION
 GM0284
 GM0284'DESCRIBED BY NM HIGHWAY DEPT 1964
 GM0284'8.3 MI N FROM EAGLE NEST.
 GM0284'ABOUT 8.3 MILES NORTH ALONG STATE HIGHWAY 38 FROM EAGLE NEST, 80 FEET
 GM0284'EAST OF STATION 457+05 NEW MEXICO PROJECT S-1529 (6) 2 FEET SOUTH OF A
 GM0284'WHITE 4 BY 4 INCH WITNESS POST AND SET IN TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0265 ***********************************************************************
 GM0265  DESIGNATION -  H 303 RESET
 GM0265  PID         -  GM0265
 GM0265  STATE/COUNTY-  NM/TAOS
 GM0265  USGS QUAD   -  RED RIVER (1995)
 GM0265
 GM0265                         *CURRENT SURVEY CONTROL
 GM0265  ___________________________________________________________________
 GM0265* NAD 83(1986)-  36 42 28.     (N)    105 26 55.     (W)     SCALED    
 GM0265* NAVD 88     -      2579.33   (meters)    8462.4    (feet)  RESET     
 GM0265  ___________________________________________________________________
 GM0265  GEOID HEIGHT-         -16.55  (meters)                     GEOID03
 GM0265
 GM0265  VERT ORDER  -  THIRD
 GM0265
 GM0265.The horizontal coordinates were scaled from a topographic map and have
 GM0265.an estimated accuracy of +/- 6 seconds.
 GM0265
 GM0265.The orthometric height was computed from unverified reset data.
 GM0265
 GM0265.The geoid height was determined by GEOID03.
 GM0265
 GM0265;                    North         East    Units  Estimated Accuracy
 GM0265;SPC NM C     -   633,340.      571,600.      MT  (+/- 180 meters Scaled)
 GM0265
 GM0265                          SUPERSEDED SURVEY CONTROL
 GM0265
 GM0265.No superseded survey control is available for this station.
 GM0265
 GM0265_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDA599625(NAD 83)
 GM0265_MARKER: DD = SURVEY DISK
 GM0265_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GM0265_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GM0265_STAMPING: H 303 RESET 1960
 GM0265_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GM0265+STABILITY: SURFACE MOTION
 GM0265
 GM0265  HISTORY     - Date     Condition        Report By
 GM0265  HISTORY     - 1960     MONUMENTED       NMHD
 GM0265
 GM0265                          STATION DESCRIPTION
 GM0265
 GM0265'DESCRIBED BY NM HIGHWAY DEPT 1960
 GM0265'2.6 MI W FROM RED RIVER.
 GM0265'LOCATED ABOUT 2.6 MILES WEST ALONG STATE HIGHWAY 38 FROM COMMUNITY
 GM0265'HOUSE AT RED RIVER, NORTH AND ACROSS THE HIGHWAY FROM ELEPHANT ROCK
 GM0265'CAMP GROUND, ABOUT 328 FEET WEST OF THE HIGHWAY RIGHT-OF-WAY MARKER
 GM0265'P.T. 512+78.4, 70 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY,
 GM0265'OPPOSITE HIGHWAY STATION 509+50, AND SET IN THE TOP OF A CONCRETE POST
 GM0265'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0364 ***********************************************************************
 CW0364  DESIGNATION -  H 308
 CW0364  PID         -  CW0364
 CW0364  STATE/COUNTY-  NM/OTERO
 CW0364  USGS QUAD   -  VAN WINKLE LAKE (1970)
 CW0364
 CW0364                         *CURRENT SURVEY CONTROL
 CW0364  ___________________________________________________________________
 CW0364* NAD 83(1986)-  32 08 47.     (N)    105 21 12.     (W)     SCALED    
 CW0364* NAVD 88     -      1292.420  (meters)    4240.21   (feet)  POSTED    
 CW0364  ___________________________________________________________________
 CW0364  GEOID HEIGHT-         -22.34  (meters)                     GEOID03
 CW0364  DYNAMIC HT  -        1290.490 (meters)    4233.88  (feet)  COMP
 CW0364  MODELED GRAV-     979,103.6   (mgal)                       NAVD 88
 CW0364
 CW0364  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 CW0364
 CW0364.The horizontal coordinates were scaled from a topographic map and have
 CW0364.an estimated accuracy of +/- 6 seconds.
 CW0364
 CW0364.The orthometric height was determined by differential leveling
 CW0364.and adjusted by the National Geodetic Survey in 1992..
 CW0364.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 CW0364.rate of 0.0 thru 1.0 mm/km.
 CW0364
 CW0364.The geoid height was determined by GEOID03.
 CW0364
 CW0364.The dynamic height is computed by dividing the NAVD 88
 CW0364.geopotential number by the normal gravity value computed on the
 CW0364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0364.degrees latitude (g = 980.6199 gals.).
 CW0364
 CW0364.The modeled gravity was interpolated from observed gravity values.
 CW0364
 CW0364;                    North         East    Units  Estimated Accuracy
 CW0364;SPC NM C     -   127,450.      584,590.      MT  (+/- 180 meters Scaled)
 CW0364
 CW0364                          SUPERSEDED SURVEY CONTROL
 CW0364
 CW0364  NGVD 29 (??/??/92) 1291.874  (m)         4238.42   (f) ADJ UNCH    2 0
 CW0364
 CW0364.Superseded values are not recommended for survey control.
 CW0364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0364.See file dsdata.txt to determine how the superseded data were derived.
 CW0364
 CW0364_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDR666567(NAD 83)
 CW0364_MARKER: DB = BENCH MARK DISK
 CW0364_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CW0364_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CW0364_STAMPING: H 308 1958
 CW0364_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CW0364+STABILITY: SURFACE MOTION
 CW0364
 CW0364  HISTORY     - Date     Condition        Report By
 CW0364  HISTORY     - 1958     MONUMENTED       CGS
 CW0364
 CW0364                          STATION DESCRIPTION
 CW0364
 CW0364'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CW0364'21.4 MI NW FROM DELL CITY, TEXAS.
 CW0364'ABOUT 3.15 MILES NORTH ALONG FARM ROAD 1437 FROM THE POST OFFICE AT
 CW0364'DELL CITY, THENCE 11.5 MILES NORTH ALONG A DIRT ROAD, THENCE 2.7 MILES
 CW0364'NORTHWEST ALONG A DIRT ROAD, THENCE 0.5 MILE SOUTHWEST ALONG A DIRT
 CW0364'ROAD, THENCE 3.55 MILES WEST ALONG A DIRT ROAD, 47 FEET
 CW0364'NORTH-NORTHEAST OF THE CENTER LINE OF THE ROAD, ABOUT 0.3 MILE
 CW0364'EAST-SOUTHEAST OF A CATTLE GUARD, 2 FEET EAST OF A WHITE WOODEN
 CW0364'WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND IN THE TOP OF A CONCRETE
 CW0364'POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0573 ***********************************************************************
 CW0573  DESIGNATION -  H 309
 CW0573  PID         -  CW0573
 CW0573  STATE/COUNTY-  NM/OTERO
 CW0573  USGS QUAD   -  PIPELINE CANYON (1982)
 CW0573
 CW0573                         *CURRENT SURVEY CONTROL
 CW0573  ___________________________________________________________________
 CW0573* NAD 83(1986)-  32 31 11.     (N)    105 58 44.     (W)     SCALED    
 CW0573* NAVD 88     -      1226.155  (meters)    4022.81   (feet)  POSTED    
 CW0573  ___________________________________________________________________
 CW0573  GEOID HEIGHT-         -22.68  (meters)                     GEOID03
 CW0573  DYNAMIC HT  -        1224.350 (meters)    4016.89  (feet)  COMP
 CW0573  MODELED GRAV-     979,127.3   (mgal)                       NAVD 88
 CW0573
 CW0573  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 CW0573
 CW0573.The horizontal coordinates were scaled from a topographic map and have
 CW0573.an estimated accuracy of +/- 6 seconds.
 CW0573
 CW0573.The orthometric height was determined by differential leveling
 CW0573.and adjusted by the National Geodetic Survey in 1992..
 CW0573.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 CW0573.rate of 0.0 thru 1.0 mm/km.
 CW0573
 CW0573.The geoid height was determined by GEOID03.
 CW0573
 CW0573.The dynamic height is computed by dividing the NAVD 88
 CW0573.geopotential number by the normal gravity value computed on the
 CW0573.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0573.degrees latitude (g = 980.6199 gals.).
 CW0573
 CW0573.The modeled gravity was interpolated from observed gravity values.
 CW0573
 CW0573;                    North         East    Units  Estimated Accuracy
 CW0573;SPC NM C     -   168,530.      525,470.      MT  (+/- 180 meters Scaled)
 CW0573
 CW0573                          SUPERSEDED SURVEY CONTROL
 CW0573
 CW0573  NGVD 29 (??/??/92) 1225.579  (m)         4020.92   (f) ADJ UNCH    2 0
 CW0573
 CW0573.Superseded values are not recommended for survey control.
 CW0573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0573.See file dsdata.txt to determine how the superseded data were derived.
 CW0573
 CW0573_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDR080984(NAD 83)
 CW0573_MARKER: DB = BENCH MARK DISK
 CW0573_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CW0573_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CW0573_STAMPING: H 309 1958
 CW0573_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CW0573+STABILITY: SURFACE MOTION
 CW0573
 CW0573  HISTORY     - Date     Condition        Report By
 CW0573  HISTORY     - 1958     MONUMENTED       CGS
 CW0573
 CW0573                          STATION DESCRIPTION
 CW0573
 CW0573'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CW0573'14.5 MI NE FROM OROGRANDE.
 CW0573'ABOUT 11.4 MILES NORTH ALONG U. S. HIGHWAY 54 FROM THE POST OFFICE AT
 CW0573'OROGRANDE, THENCE 3.1 MILES EAST ALONG A DIRT ROAD, 63 FEET SOUTH OF
 CW0573'THE CENTER LINE OF THE ROAD, 2 FEET WEST OF A WHITE WOODEN WITNESS
 CW0573'POST, ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD, AND IN THE TOP OF A
 CW0573'CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0229 ***********************************************************************
 DR0229  DESIGNATION -  H 31
 DR0229  PID         -  DR0229
 DR0229  STATE/COUNTY-  NM/CHAVES
 DR0229  USGS QUAD   -  SOUTH SPRING (1975)
 DR0229
 DR0229                         *CURRENT SURVEY CONTROL
 DR0229  ___________________________________________________________________
 DR0229* NAD 83(1986)-  33 22 08.     (N)    104 23 20.     (W)     SCALED    
 DR0229* NAVD 88     -      1053.805  (meters)    3457.36   (feet)  POSTED    
 DR0229  ___________________________________________________________________
 DR0229  GEOID HEIGHT-         -23.26  (meters)                     GEOID03
 DR0229  DYNAMIC HT  -        1052.370 (meters)    3452.65  (feet)  COMP
 DR0229  MODELED GRAV-     979,239.0   (mgal)                       NAVD 88
 DR0229
 DR0229  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 DR0229
 DR0229.The horizontal coordinates were scaled from a topographic map and have
 DR0229.an estimated accuracy of +/- 6 seconds.
 DR0229
 DR0229.The orthometric height was determined by differential leveling
 DR0229.and adjusted by the National Geodetic Survey in 1992..
 DR0229.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 DR0229.rate of 2.1 thru 3.0 mm/km.
 DR0229
 DR0229.The geoid height was determined by GEOID03.
 DR0229
 DR0229.The dynamic height is computed by dividing the NAVD 88
 DR0229.geopotential number by the normal gravity value computed on the
 DR0229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0229.degrees latitude (g = 980.6199 gals.).
 DR0229
 DR0229.The modeled gravity was interpolated from observed gravity values.
 DR0229
 DR0229;                    North         East    Units  Estimated Accuracy
 DR0229;SPC NM E     -   262,660.      159,830.      MT  (+/- 180 meters Scaled)
 DR0229
 DR0229                          SUPERSEDED SURVEY CONTROL
 DR0229
 DR0229  NGVD 29 (??/??/92) 1053.298  (m)         3455.70   (f) ADJ UNCH    2 0
 DR0229
 DR0229.Superseded values are not recommended for survey control.
 DR0229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0229.See file dsdata.txt to determine how the superseded data were derived.
 DR0229
 DR0229_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES568923(NAD 83)
 DR0229_MARKER: Z = SEE DESCRIPTION
 DR0229_SETTING: 0 = UNSPECIFIED SETTING
 DR0229_STAMPING: H 31 1930
 DR0229_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR0229
 DR0229  HISTORY     - Date     Condition        Report By
 DR0229  HISTORY     - 1930     MONUMENTED       USGS
 DR0229  HISTORY     - 1943     GOOD             NGS
 DR0229  HISTORY     - 20020131 MARK NOT FOUND   USPSQD
 DR0229
 DR0229                          STATION DESCRIPTION
 DR0229
 DR0229'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 DR0229'10.7 MI SE FROM ROSWELL.
 DR0229'THIS MARK IS NOW 10.7 MILES SOUTH-EAST OF THE COURTHOUSE AT ROSWELL,
 DR0229'N. M. IT CAN BE LOCATED BY TRAVELLING EAST ALONG U. S. HIGHWAY 380 FOR
 DR0229'8.1 MILES, THENCE, (0.2 MILES EAST OF A CONCRETE BRIDGE OVER THE PECOS
 DR0229'RIVER) 2.0 MILES SOUTH ALONG A DIM ROAD, THENCE, 0.6 MILES EAST ALONG
 DR0229'THE OLD HIGHWAY.  THE REFERENCES ON LOCAL OBJECTS STILL HOLD GOOD.
 DR0229
 DR0229                          STATION RECOVERY (2002)
 DR0229
 DR0229'RECOVERY NOTE BY US POWER SQUADRON 2002 (RLF)
 DR0229'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0500 ***********************************************************************
 GM0500  DESIGNATION -  H 31
 GM0500  PID         -  GM0500
 GM0500  STATE/COUNTY-  NM/TAOS
 GM0500  USGS QUAD   -  PETACA PEAK (1995)
 GM0500
 GM0500                         *CURRENT SURVEY CONTROL
 GM0500  ___________________________________________________________________
 GM0500* NAD 83(1986)-  36 35 28.     (N)    105 57 21.     (W)     SCALED    
 GM0500* NAVD 88     -      2435.913  (meters)    7991.82   (feet)  ADJUSTED  
 GM0500  ___________________________________________________________________
 GM0500  GEOID HEIGHT-         -17.35  (meters)                     GEOID03
 GM0500  DYNAMIC HT  -        2432.509 (meters)    7980.66  (feet)  COMP
 GM0500  MODELED GRAV-     979,146.2   (mgal)                       NAVD 88
 GM0500
 GM0500  VERT ORDER  -  FIRST     CLASS II
 GM0500
 GM0500.The horizontal coordinates were scaled from a topographic map and have
 GM0500.an estimated accuracy of +/- 6 seconds.
 GM0500
 GM0500.The orthometric height was determined by differential leveling
 GM0500.and adjusted by the National Geodetic Survey in June 1991..
 GM0500
 GM0500.The geoid height was determined by GEOID03.
 GM0500
 GM0500.The dynamic height is computed by dividing the NAVD 88
 GM0500.geopotential number by the normal gravity value computed on the
 GM0500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GM0500.degrees latitude (g = 980.6199 gals.).
 GM0500
 GM0500.The modeled gravity was interpolated from observed gravity values.
 GM0500
 GM0500;                    North         East    Units  Estimated Accuracy
 GM0500;SPC NM C     -   620,140.      526,320.      MT  (+/- 180 meters Scaled)
 GM0500
 GM0500                          SUPERSEDED SURVEY CONTROL
 GM0500
 GM0500  NGVD 29 (??/??/92) 2434.648  (m)         7987.67   (f) ADJ UNCH    1 2
 GM0500
 GM0500.Superseded values are not recommended for survey control.
 GM0500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0500.See file dsdata.txt to determine how the superseded data were derived.
 GM0500
 GM0500_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDA144499(NAD 83)
 GM0500_MARKER: DB = BENCH MARK DISK
 GM0500_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GM0500_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GM0500_STAMPING: 7987.674 H 31 1933
 GM0500_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GM0500+STABILITY: SURFACE MOTION
 GM0500_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GM0500+SATELLITE: SATELLITE OBSERVATIONS - September 29, 2004
 GM0500
 GM0500  HISTORY     - Date     Condition        Report By
 GM0500  HISTORY     - 1933     MONUMENTED       CGS
 GM0500  HISTORY     - 1963     GOOD             USGS
 GM0500  HISTORY     - 1984     MARK NOT FOUND   NGS
 GM0500  HISTORY     - 20040929 GOOD             GEOCAC
 GM0500
 GM0500                          STATION DESCRIPTION
 GM0500
 GM0500'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 GM0500'4.25 MI SE FROM TRES PIEDRAS.
 GM0500'ABOUT 4.1 MILES SOUTH AND SSE ALONG US HWY. 285 FROM THE JCT. OF US
 GM0500'HWY. 285 AND STATE HWY. 111 AT TRES PIEDRAS, THENCE ABOUT 0.15 MILE
 GM0500'NORTHEAST ALONG A PRIVATE FIELD ROAD TO AN ABANDONED RAILROAD GRADE,
 GM0500'THENCE 820 FT. NORTHWEST ON ABANDONED RAILROAD GRADE FROM CENTERLINE
 GM0500'OF FIELD ROAD CROSSING TO STATION 22.5 FT. SOUTHWEST OF THE CENTERLINE
 GM0500'OF THE GRADE.  A STANDARD DISK, STAMPED 7987.674 H 31 1933 AND SET IN
 GM0500'THE TOP OF A CONCRETE POST PROJECTING ABOUT 6 INCHES ABOVE GROUND.
 GM0500
 GM0500                          STATION RECOVERY (1984)
 GM0500
 GM0500'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GM0500'MARK NOT FOUND.
 GM0500
 GM0500                          STATION RECOVERY (2004)
 GM0500
 GM0500'RECOVERY NOTE BY GEOCACHING 2004 (TWS)
 GM0500'RECOVERED IN GOOD CONDITION.  HANDHELD GPS COORDINATES N36 35 27.4,
 GM0500'W105 57 21.9.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0365 ***********************************************************************
 CV0365  DESIGNATION -  H 310
 CV0365  PID         -  CV0365
 CV0365  STATE/COUNTY-  NM/LEA
 CV0365  USGS QUAD   -  JAL SE (1979)
 CV0365
 CV0365                         *CURRENT SURVEY CONTROL
 CV0365  ___________________________________________________________________
 CV0365* NAD 83(1986)-  32 07 23.     (N)    103 07 31.     (W)     SCALED    
 CV0365* NAVD 88     -       942.691  (meters)    3092.81   (feet)  ADJUSTED  
 CV0365  ___________________________________________________________________
 CV0365  GEOID HEIGHT-         -23.32  (meters)                     GEOID03
 CV0365  DYNAMIC HT  -         941.379 (meters)    3088.51  (feet)  COMP
 CV0365  MODELED GRAV-     979,215.4   (mgal)                       NAVD 88
 CV0365
 CV0365  VERT ORDER  -  SECOND    CLASS 0
 CV0365
 CV0365.The horizontal coordinates were scaled from a topographic map and have
 CV0365.an estimated accuracy of +/- 6 seconds.
 CV0365
 CV0365.The orthometric height was determined by differential leveling
 CV0365.and adjusted by the National Geodetic Survey in June 1991..
 CV0365
 CV0365.The geoid height was determined by GEOID03.
 CV0365
 CV0365.The dynamic height is computed by dividing the NAVD 88
 CV0365.geopotential number by the normal gravity value computed on the
 CV0365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0365.degrees latitude (g = 980.6199 gals.).
 CV0365
 CV0365.The modeled gravity was interpolated from observed gravity values.
 CV0365
 CV0365;                    North         East    Units  Estimated Accuracy
 CV0365;SPC NM E     -   125,150.      278,990.      MT  (+/- 180 meters Scaled)
 CV0365
 CV0365                          SUPERSEDED SURVEY CONTROL
 CV0365
 CV0365  NGVD 29 (??/??/92)  942.290  (m)         3091.50   (f) ADJ UNCH    2 0
 CV0365
 CV0365.Superseded values are not recommended for survey control.
 CV0365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0365.See file dsdata.txt to determine how the superseded data were derived.
 CV0365
 CV0365_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFR768556(NAD 83)
 CV0365_MARKER: DB = BENCH MARK DISK
 CV0365_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0365_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CV0365_STAMPING: H 310 1958
 CV0365_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CV0365+STABILITY: SURFACE MOTION
 CV0365
 CV0365  HISTORY     - Date     Condition        Report By
 CV0365  HISTORY     - 1958     MONUMENTED       CGS
 CV0365
 CV0365                          STATION DESCRIPTION
 CV0365
 CV0365'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CV0365'4.45 MI E FROM JAL.
 CV0365'ABOUT 0.7 MILE NORTH ALONG THE TEXAS-NEW MEXICO RAILWAY FROM THE
 CV0365'STATION AT JAL, THENCE 3.75 MILES EAST ALONG STATE HIGHWAY 128, 54
 CV0365'FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 23 FEET WEST OF THE
 CV0365'CENTER LINE OF A DIRT ROAD LEADING NORTH, 18 FEET WEST OF THE WEST END
 CV0365'OF A CATTLE GUARD, 1 FOOT NORTH OF THE NORTH RIGHT OF WAY FENCE, 2
 CV0365'FEET EAST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE
 CV0365'HIGHWAY, AND IN THE TOP OF A CONCRETE POST PROJECTING 1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0348 ***********************************************************************
 CV0348  DESIGNATION -  H 311
 CV0348  PID         -  CV0348
 CV0348  STATE/COUNTY-  NM/LEA
 CV0348  USGS QUAD   -  JAVELINA BASIN (1973)
 CV0348
 CV0348                         *CURRENT SURVEY CONTROL
 CV0348  ___________________________________________________________________
 CV0348* NAD 83(1986)-  32 03 53.     (N)    103 17 13.     (W)     SCALED    
 CV0348* NAVD 88     -       909.380  (meters)    2983.52   (feet)  ADJUSTED  
 CV0348  ___________________________________________________________________
 CV0348  GEOID HEIGHT-         -24.15  (meters)                     GEOID03
 CV0348  DYNAMIC HT  -         908.082 (meters)    2979.27  (feet)  COMP
 CV0348  MODELED GRAV-     979,181.6   (mgal)                       NAVD 88
 CV0348
 CV0348  VERT ORDER  -  SECOND    CLASS 0
 CV0348
 CV0348.The horizontal coordinates were scaled from a topographic map and have
 CV0348.an estimated accuracy of +/- 6 seconds.
 CV0348
 CV0348.The orthometric height was determined by differential leveling
 CV0348.and adjusted by the National Geodetic Survey in June 1991..
 CV0348
 CV0348.The geoid height was determined by GEOID03.
 CV0348
 CV0348.The dynamic height is computed by dividing the NAVD 88
 CV0348.geopotential number by the normal gravity value computed on the
 CV0348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0348.degrees latitude (g = 980.6199 gals.).
 CV0348
 CV0348.The modeled gravity was interpolated from observed gravity values.
 CV0348
 CV0348;                    North         East    Units  Estimated Accuracy
 CV0348;SPC NM E     -   118,520.      263,800.      MT  (+/- 180 meters Scaled)
 CV0348
 CV0348                          SUPERSEDED SURVEY CONTROL
 CV0348
 CV0348  NGVD 29 (??/??/92)  908.953  (m)         2982.12   (f) ADJ UNCH    2 0
 CV0348
 CV0348.Superseded values are not recommended for survey control.
 CV0348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0348.See file dsdata.txt to determine how the superseded data were derived.
 CV0348
 CV0348_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFR617488(NAD 83)
 CV0348_MARKER: DB = BENCH MARK DISK
 CV0348_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0348_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CV0348_STAMPING: H 311 1958
 CV0348_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CV0348+STABILITY: SURFACE MOTION
 CV0348
 CV0348  HISTORY     - Date     Condition        Report By
 CV0348  HISTORY     - 1958     MONUMENTED       CGS
 CV0348
 CV0348                          STATION DESCRIPTION
 CV0348
 CV0348'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CV0348'7.8 MI SW FROM JAL.
 CV0348'ABOUT 0.4 MILE SOUTHWEST ALONG EL PASO DRIVE FROM THE TEXAS-NEW MEXICO
 CV0348'RAILWAY STATION AT JAL, THENCE 3.0 MILES SOUTH ALONG A PAVED ROAD,
 CV0348'THENCE 4.4 MILES WEST ALONG THE EL PASO NATURAL GAS COMPANY PIPELINE
 CV0348'ROAD, 28 FEET NORTH OF THE CENTER LINE OF THE ROAD, ABOUT 0.15 MILE
 CV0348'WEST OF THE JUNCTION OF A DIRT ROAD, IN LINE WITH A ROW OF TELEPHONE
 CV0348'POLES, 57 FEET WEST OF TELEPHONE POLE NUMBER 3, 2 FEET EAST OF A WHITE
 CV0348'WOODEN WITNESS POST, ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE ROAD, AND
 CV0348'IN THE TOP OF A CONCRETE POST PROJECTING 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0351 ***********************************************************************
 CW0351  DESIGNATION -  H 312
 CW0351  PID         -  CW0351
 CW0351  STATE/COUNTY-  NM/OTERO
 CW0351  USGS QUAD   -  WOODSON CANYON (1963)
 CW0351
 CW0351                         *CURRENT SURVEY CONTROL
 CW0351  ___________________________________________________________________
 CW0351* NAD 83(1986)-  32 46 45.     (N)    105 28 13.     (W)     SCALED    
 CW0351* NAVD 88     -      2057.978  (meters)    6751.88   (feet)  POSTED    
 CW0351  ___________________________________________________________________
 CW0351  GEOID HEIGHT-         -20.31  (meters)                     GEOID03
 CW0351  DYNAMIC HT  -        2054.710 (meters)    6741.16  (feet)  COMP
 CW0351  MODELED GRAV-     978,976.0   (mgal)                       NAVD 88
 CW0351
 CW0351  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 CW0351
 CW0351.The horizontal coordinates were scaled from a topographic map and have
 CW0351.an estimated accuracy of +/- 6 seconds.
 CW0351
 CW0351.The orthometric height was determined by differential leveling
 CW0351.and adjusted by the National Geodetic Survey in 1992..
 CW0351.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 CW0351.rate of 1.1 thru 2.0 mm/km.
 CW0351
 CW0351.The geoid height was determined by GEOID03.
 CW0351
 CW0351.The dynamic height is computed by dividing the NAVD 88
 CW0351.geopotential number by the normal gravity value computed on the
 CW0351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0351.degrees latitude (g = 980.6199 gals.).
 CW0351
 CW0351.The modeled gravity was interpolated from observed gravity values.
 CW0351
 CW0351;                    North         East    Units  Estimated Accuracy
 CW0351;SPC NM C     -   197,530.      573,040.      MT  (+/- 180 meters Scaled)
 CW0351
 CW0351                          SUPERSEDED SURVEY CONTROL
 CW0351
 CW0351  NGVD 29 (??/??/92) 2057.218  (m)         6749.39   (f) ADJ UNCH    2 0
 CW0351
 CW0351.Superseded values are not recommended for survey control.
 CW0351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0351.See file dsdata.txt to determine how the superseded data were derived.
 CW0351
 CW0351_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDS559269(NAD 83)
 CW0351_MARKER: DB = BENCH MARK DISK
 CW0351_SETTING: 66 = SET IN ROCK OUTCROP
 CW0351_SP_SET: OUTCROP
 CW0351_STAMPING: H 312 1958
 CW0351_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CW0351+STABILITY: POSITION/ELEVATION WELL
 CW0351
 CW0351  HISTORY     - Date     Condition        Report By
 CW0351  HISTORY     - 1958     MONUMENTED       CGS
 CW0351  HISTORY     - 1963     GOOD             USGS
 CW0351
 CW0351                          STATION DESCRIPTION
 CW0351
 CW0351'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 CW0351'4.8 MI SE FROM WEED.
 CW0351'ABOUT 4.8 MILES EAST AND SOUTH OF POST OFFICE AT WEED ON STATE HWY 24.
 CW0351'FROM THE POST OFFICE AT WEED, GO NORTH 0.2 MILE TO INTERSECTION STATE
 CW0351'HIGHWAY 521 TO SACRAMENTO TURN RIGHT (EAST) FOR 0.5 MILE TO
 CW0351'INTERSECTION STATE HIGHWAY 521 AND STATE HIGHWAY 24 TURN RIGHT
 CW0351'(EASTERLY) FOR 4.1 MILES ON STATE HWY 24.  650 FT. NORTHWEST OF A
 CW0351'T-ROAD WEST, 45 FT. NE CENTER LINE OF THE HWY.  IN THE TOP OF ROCK
 CW0351'OUTCROP NORTH OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0410 ***********************************************************************
 CW0410  DESIGNATION -  H 313
 CW0410  PID         -  CW0410
 CW0410  STATE/COUNTY-  NM/OTERO
 CW0410  USGS QUAD   -  STONE WELL (1980)
 CW0410
 CW0410                         *CURRENT SURVEY CONTROL
 CW0410  ___________________________________________________________________
 CW0410* NAD 83(1986)-  32 21 50.     (N)    105 38 17.     (W)     SCALED    
 CW0410* NAVD 88     -      1466.302  (meters)    4810.69   (feet)  POSTED    
 CW0410  ___________________________________________________________________
 CW0410  GEOID HEIGHT-         -21.91  (meters)                     GEOID03
 CW0410  DYNAMIC HT  -        1464.090 (meters)    4803.44  (feet)  COMP
 CW0410  MODELED GRAV-     979,079.5   (mgal)                       NAVD 88
 CW0410
 CW0410  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 CW0410
 CW0410.The horizontal coordinates were scaled from a topographic map and have
 CW0410.an estimated accuracy of +/- 6 seconds.
 CW0410
 CW0410.The orthometric height was determined by differential leveling
 CW0410.and adjusted by the National Geodetic Survey in 1992..
 CW0410.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 CW0410.rate of 0.0 thru 1.0 mm/km.
 CW0410
 CW0410.The geoid height was determined by GEOID03.
 CW0410
 CW0410.The dynamic height is computed by dividing the NAVD 88
 CW0410.geopotential number by the normal gravity value computed on the
 CW0410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0410.degrees latitude (g = 980.6199 gals.).
 CW0410
 CW0410.The modeled gravity was interpolated from observed gravity values.
 CW0410
 CW0410;                    North         East    Units  Estimated Accuracy
 CW0410;SPC NM C     -   151,380.      557,590.      MT  (+/- 180 meters Scaled)
 CW0410
 CW0410                          SUPERSEDED SURVEY CONTROL
 CW0410
 CW0410  NGVD 29 (??/??/92) 1465.698  (m)         4808.71   (f) ADJ UNCH    2 0
 CW0410
 CW0410.Superseded values are not recommended for survey control.
 CW0410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0410.See file dsdata.txt to determine how the superseded data were derived.
 CW0410
 CW0410_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDR399809(NAD 83)
 CW0410_MARKER: DB = BENCH MARK DISK
 CW0410_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CW0410_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CW0410_STAMPING: H 313 1958
 CW0410_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CW0410+STABILITY: SURFACE MOTION
 CW0410
 CW0410  HISTORY     - Date     Condition        Report By
 CW0410  HISTORY     - 1958     MONUMENTED       CGS
 CW0410  HISTORY     - 1962     GOOD             PECO
 CW0410
 CW0410                          STATION DESCRIPTION
 CW0410
 CW0410'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CW0410'31.85 MI SW FROM PINON.
 CW0410'ABOUT 0.65 MILE SOUTH ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 CW0410'PINON, THENCE 2.8 MILES WEST ALONG A GRAVELED ROAD, THENCE 1.35 MILES
 CW0410'SOUTH ALONG A GRAVELED ROAD, THENCE 0.2 MILE EAST ALONG A DIRT ROAD,
 CW0410'THENCE 2.65 MILES SOUTH ALONG A DIRT ROAD, THENCE 16.8 MILES SOUTHWEST
 CW0410'ALONG A CANYON ROAD, THENCE 7.4 MILES SOUTH ALONG A DIRT ROAD, 57 FEET
 CW0410'EAST OF THE CENTER LINE OF THE ROAD, ABUT 0.4 MILE SOUTH OF A CATTLE
 CW0410'GUARD, 2 FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT ABOVE
 CW0410'THE LEVEL OF THE ROAD, AND IN THE TOP OF A CONCRETE POST PROJECTING 6
 CW0410'INCHES.
 CW0410
 CW0410                          STATION RECOVERY (1962)
 CW0410
 CW0410'RECOVERY NOTE BY POHLY EXPLORATION COMPANY 1962
 CW0410'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0327 ***********************************************************************
 CW0327  DESIGNATION -  H 314
 CW0327  PID         -  CW0327
 CW0327  STATE/COUNTY-  NM/OTERO
 CW0327  USGS QUAD   -  PINON (1965)
 CW0327
 CW0327                         *CURRENT SURVEY CONTROL
 CW0327  ___________________________________________________________________
 CW0327* NAD 83(1986)-  32 32 09.     (N)    105 26 54.     (W)     SCALED    
 CW0327* NAVD 88     -      1916.383  (meters)    6287.33   (feet)  POSTED    
 CW0327  ___________________________________________________________________
 CW0327  GEOID HEIGHT-         -21.05  (meters)                     GEOID03
 CW0327  DYNAMIC HT  -        1913.360 (meters)    6277.42  (feet)  COMP
 CW0327  MODELED GRAV-     978,992.2   (mgal)                       NAVD 88
 CW0327
 CW0327  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 CW0327
 CW0327.The horizontal coordinates were scaled from a topographic map and have
 CW0327.an estimated accuracy of +/- 6 seconds.
 CW0327
 CW0327.The orthometric height was determined by differential leveling
 CW0327.and adjusted by the National Geodetic Survey in 1992..
 CW0327.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 CW0327.rate of 1.1 thru 2.0 mm/km.
 CW0327
 CW0327.The geoid height was determined by GEOID03.
 CW0327
 CW0327.The dynamic height is computed by dividing the NAVD 88
 CW0327.geopotential number by the normal gravity value computed on the
 CW0327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0327.degrees latitude (g = 980.6199 gals.).
 CW0327
 CW0327.The modeled gravity was interpolated from observed gravity values.
 CW0327
 CW0327;                    North         East    Units  Estimated Accuracy
 CW0327;SPC NM C     -   170,560.      575,300.      MT  (+/- 180 meters Scaled)
 CW0327
 CW0327                          SUPERSEDED SURVEY CONTROL
 CW0327
 CW0327  NGVD 29 (??/??/92) 1915.652  (m)         6284.93   (f) ADJ UNCH    2 0
 CW0327
 CW0327.Superseded values are not recommended for survey control.
 CW0327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0327.See file dsdata.txt to determine how the superseded data were derived.
 CW0327
 CW0327_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDR579999(NAD 83)
 CW0327_MARKER: DB = BENCH MARK DISK
 CW0327_SETTING: 66 = SET IN ROCK OUTCROP
 CW0327_SP_SET: ROCK LEDGE
 CW0327_STAMPING: H 314 1958
 CW0327_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CW0327+STABILITY: POSITION/ELEVATION WELL
 CW0327
 CW0327  HISTORY     - Date     Condition        Report By
 CW0327  HISTORY     - 1958     MONUMENTED       CGS
 CW0327
 CW0327                          STATION DESCRIPTION
 CW0327
 CW0327'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CW0327'8.5 MI SW FROM PINON.
 CW0327'ABOUT 0.65 MILE SOUTH ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 CW0327'PINON, THENCE 2.8 MILES WEST ALONG A GRAVELED ROAD, THENCE 1.35 MILES
 CW0327'SOUTH ALONG A GRAVELED ROAD, THENCE 0.2 MILE EAST ALONG A GRAVELED
 CW0327'ROAD, THENCE 2.65 MILES SOUTH AND 0.85 MILES SOUTHWEST ALONG A WINDING
 CW0327'DIRT ROAD, IN THE TOP OF A ROCK LEDGE ABOUT 1 FOOT ABOVE THE LEVEL OF
 CW0327'THE GROUND, 97 FEET EAST OF THE CENTER LINE OF THE ROAD, AT THE FOOT
 CW0327'OF THE WEST SLOPE OF A ROCKY HILL, 29 FEET SOUTH OF A 2-FORKED CEDAR
 CW0327'TREE, AND ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0393 ***********************************************************************
 CV0393  DESIGNATION -  H 315
 CV0393  PID         -  CV0393
 CV0393  STATE/COUNTY-  NM/LEA
 CV0393  USGS QUAD   -  PADUCA BREAKS WEST (1973)
 CV0393
 CV0393                         *CURRENT SURVEY CONTROL
 CV0393  ___________________________________________________________________
 CV0393* NAD 83(1986)-  32 03 53.     (N)    103 40 38.     (W)     SCALED    
 CV0393* NAVD 88     -       992.025  (meters)    3254.67   (feet)  ADJUSTED  
 CV0393  ___________________________________________________________________
 CV0393  GEOID HEIGHT-         -25.34  (meters)                     GEOID03
 CV0393  DYNAMIC HT  -         990.555 (meters)    3249.85  (feet)  COMP
 CV0393  MODELED GRAV-     979,123.9   (mgal)                       NAVD 88
 CV0393
 CV0393  VERT ORDER  -  SECOND    CLASS 0
 CV0393
 CV0393.The horizontal coordinates were scaled from a topographic map and have
 CV0393.an estimated accuracy of +/- 6 seconds.
 CV0393
 CV0393.The orthometric height was determined by differential leveling
 CV0393.and adjusted by the National Geodetic Survey in June 1991..
 CV0393
 CV0393.The geoid height was determined by GEOID03.
 CV0393
 CV0393.The dynamic height is computed by dividing the NAVD 88
 CV0393.geopotential number by the normal gravity value computed on the
 CV0393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0393.degrees latitude (g = 980.6199 gals.).
 CV0393
 CV0393.The modeled gravity was interpolated from observed gravity values.
 CV0393
 CV0393;                    North         East    Units  Estimated Accuracy
 CV0393;SPC NM E     -   118,230.      226,950.      MT  (+/- 180 meters Scaled)
 CV0393
 CV0393                          SUPERSEDED SURVEY CONTROL
 CV0393
 CV0393  NGVD 29 (??/??/92)  991.532  (m)         3253.05   (f) ADJ UNCH    2 0
 CV0393
 CV0393.Superseded values are not recommended for survey control.
 CV0393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0393.See file dsdata.txt to determine how the superseded data were derived.
 CV0393
 CV0393_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFR248483(NAD 83)
 CV0393_MARKER: DB = BENCH MARK DISK
 CV0393_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0393_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CV0393_STAMPING: H 315 1958
 CV0393_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CV0393+STABILITY: SURFACE MOTION
 CV0393
 CV0393  HISTORY     - Date     Condition        Report By
 CV0393  HISTORY     - 1958     MONUMENTED       CGS
 CV0393
 CV0393                          STATION DESCRIPTION
 CV0393
 CV0393'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CV0393'30.6 MI W FROM JAL.
 CV0393'ABOUT 0.4 MILE SOUTHWEST ALONG EL PASO DRIVE FROM THE TEXAS-NEW MEXICO
 CV0393'RAILWAY STATION AT JAL, THENCE 3.0 MILES SOUTH ALONG A PAVED ROAD,
 CV0393'THENCE 27.2 MILES WEST ALONG THE EL PASO NATURAL GAS COMPANY PIPELINE
 CV0393'ROAD, 21 FEET SOUTH OF THE CENTER LINE OF THE ROAD, ABOUT 0.3 MILE
 CV0393'EAST OF A CATTLE GUARD, 74 FEET SOUTHWEST OF AND ACROSS THE ROAD FROM
 CV0393'TELEPHONE POLE NUMBER 11, 2 1/2 FEET SOUTH OF A WHITE WOODEN WITNESS
 CV0393'POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD, AND IN THE TOP OF A
 CV0393'CONCRETE POST PROJECTING 9 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0153 ***********************************************************************
 DR0153  DESIGNATION -  H 316
 DR0153  PID         -  DR0153
 DR0153  STATE/COUNTY-  NM/CHAVES
 DR0153  USGS QUAD   -  BITTER LAKE (1975)
 DR0153
 DR0153                         *CURRENT SURVEY CONTROL
 DR0153  ___________________________________________________________________
 DR0153* NAD 83(1986)-  33 28 52.     (N)    104 29 24.     (W)     SCALED    
 DR0153* NAVD 88     -      1091.684  (meters)    3581.63   (feet)  ADJUSTED  
 DR0153  ___________________________________________________________________
 DR0153  GEOID HEIGHT-         -23.24  (meters)                     GEOID03
 DR0153  DYNAMIC HT  -        1090.205 (meters)    3576.78  (feet)  COMP
 DR0153  MODELED GRAV-     979,244.8   (mgal)                       NAVD 88
 DR0153
 DR0153  VERT ORDER  -  SECOND    CLASS 0
 DR0153
 DR0153.The horizontal coordinates were scaled from a topographic map and have
 DR0153.an estimated accuracy of +/- 6 seconds.
 DR0153
 DR0153.The orthometric height was determined by differential leveling
 DR0153.and adjusted by the National Geodetic Survey in June 1991..
 DR0153
 DR0153.The geoid height was determined by GEOID03.
 DR0153
 DR0153.The dynamic height is computed by dividing the NAVD 88
 DR0153.geopotential number by the normal gravity value computed on the
 DR0153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0153.degrees latitude (g = 980.6199 gals.).
 DR0153
 DR0153.The modeled gravity was interpolated from observed gravity values.
 DR0153
 DR0153;                    North         East    Units  Estimated Accuracy
 DR0153;SPC NM E     -   275,120.      150,440.      MT  (+/- 180 meters Scaled)
 DR0153
 DR0153                          SUPERSEDED SURVEY CONTROL
 DR0153
 DR0153  NGVD 29 (??/??/92) 1091.201  (m)         3580.05   (f) ADJ UNCH    2 0
 DR0153
 DR0153.Superseded values are not recommended for survey control.
 DR0153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0153.See file dsdata.txt to determine how the superseded data were derived.
 DR0153
 DR0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SET473047(NAD 83)
 DR0153_MARKER: DB = BENCH MARK DISK
 DR0153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR0153_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DR0153_STAMPING: H 316 1961
 DR0153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR0153+STABILITY: SURFACE MOTION
 DR0153
 DR0153  HISTORY     - Date     Condition        Report By
 DR0153  HISTORY     - 1961     MONUMENTED       CGS
 DR0153
 DR0153                          STATION DESCRIPTION
 DR0153
 DR0153'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 DR0153'9.65 MI W FROM ROSWELL.
 DR0153'7.3 MILES NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD FROM
 DR0153'THE STATION AT ROSWELL, THENCE 1 MILE WEST ALONG A GRAVEL ROAD, THENCE
 DR0153'1.35 MILES WEST ALONG A PAVED ROAD, 41 FEET NORTH OF THE CENTER OF A
 DR0153'PAVED ROAD, 38 FEET EAST OF THE CENTER OF A DIRT ROAD, 3 FEET EAST OF
 DR0153'A POWER POLE WITH ONE GUY WIRE, 2.9 FEET WEST OF A METAL WITNESS POST
 DR0153'WITH SIGN, 0.6 FEET SOUTH OF A FENCE, LEVEL WITH ROAD, SET IN TOP OF A
 DR0153'CYLINDRICAL CONCRETE POST PROJECTING 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0432 ***********************************************************************
 DR0432  DESIGNATION -  H 317
 DR0432  PID         -  DR0432
 DR0432  STATE/COUNTY-  NM/CHAVES
 DR0432  USGS QUAD   -  MARLEY DRAW (1962)
 DR0432
 DR0432                         *CURRENT SURVEY CONTROL
 DR0432  ___________________________________________________________________
 DR0432* NAD 83(1986)-  33 40 14.     (N)    104 33 50.     (W)     SCALED    
 DR0432* NAVD 88     -      1146.926  (meters)    3762.87   (feet)  ADJUSTED  
 DR0432  ___________________________________________________________________
 DR0432  GEOID HEIGHT-         -23.26  (meters)                     GEOID03
 DR0432  DYNAMIC HT  -        1145.371 (meters)    3757.77  (feet)  COMP
 DR0432  MODELED GRAV-     979,242.3   (mgal)                       NAVD 88
 DR0432
 DR0432  VERT ORDER  -  SECOND    CLASS 0
 DR0432
 DR0432.The horizontal coordinates were scaled from a topographic map and have
 DR0432.an estimated accuracy of +/- 6 seconds.
 DR0432
 DR0432.The orthometric height was determined by differential leveling
 DR0432.and adjusted by the National Geodetic Survey in June 1991..
 DR0432
 DR0432.The geoid height was determined by GEOID03.
 DR0432
 DR0432.The dynamic height is computed by dividing the NAVD 88
 DR0432.geopotential number by the normal gravity value computed on the
 DR0432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0432.degrees latitude (g = 980.6199 gals.).
 DR0432
 DR0432.The modeled gravity was interpolated from observed gravity values.
 DR0432
 DR0432;                    North         East    Units  Estimated Accuracy
 DR0432;SPC NM E     -   296,140.      143,620.      MT  (+/- 180 meters Scaled)
 DR0432
 DR0432                          SUPERSEDED SURVEY CONTROL
 DR0432
 DR0432  NGVD 29 (??/??/92) 1146.415  (m)         3761.20   (f) ADJ UNCH    2 0
 DR0432
 DR0432.Superseded values are not recommended for survey control.
 DR0432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0432.See file dsdata.txt to determine how the superseded data were derived.
 DR0432
 DR0432_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SET404257(NAD 83)
 DR0432_MARKER: DB = BENCH MARK DISK
 DR0432_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR0432_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DR0432_STAMPING: H 317 1961
 DR0432_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR0432+STABILITY: SURFACE MOTION
 DR0432
 DR0432  HISTORY     - Date     Condition        Report By
 DR0432  HISTORY     - 1961     MONUMENTED       CGS
 DR0432  HISTORY     - 20040618 MARK NOT FOUND   NGS
 DR0432
 DR0432                          STATION DESCRIPTION
 DR0432
 DR0432'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 DR0432'18.9 MI NW FROM ROSWELL.
 DR0432'18.9 MILES NORTHWEST ALONG U.S. HIGHWAY 285 FROM THE COURTHOUSE AT
 DR0432'ROSWELL, 102 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 4.5 FEET
 DR0432'SOUTH OF A POWER POLE, 2.5 FEET NORTH OF A METAL WITNESS POST WITH
 DR0432'SIGN, 1 FOOT WEST OF A FENCE, LEVEL WITH HIGHWAY, SET IN TOP OF A
 DR0432'CYLINDRICAL CONCRETE POST PROJECTING 9 INCHES.
 DR0432
 DR0432                          STATION RECOVERY (2004)
 DR0432
 DR0432'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (DW)
 DR0432'PRESUMED DESTROYED IN 4-LANING OF US 285 (NEW LANES ON EAST SIDE).  AT
 DR0432'INTERSECTION WITH GREGGIA ROAD, 20.0 MI NORTH OF COURTHOUSE IN
 DR0432'ROSWELL.
 DR0432'ADJACENT GRAVITY BASE STATION ROSWELL, DOD 3885-1, IGB 11934 , HUS 686
 DR0432'IS IN POOR CONDITION IS CENTER OF GREGGIA ROAD AT EDGE OF HWY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0283 ***********************************************************************
 CX0283  DESIGNATION -  H 318
 CX0283  PID         -  CX0283
 CX0283  STATE/COUNTY-  NM/OTERO
 CX0283  USGS QUAD   -  TRES HERMANOS SW (1982)
 CX0283
 CX0283                         *CURRENT SURVEY CONTROL
 CX0283  ___________________________________________________________________
 CX0283* NAD 83(1986)-  32 32 43.     (N)    106 08 22.     (W)     SCALED    
 CX0283* NAVD 88     -      1222.417  (meters)    4010.55   (feet)  ADJUSTED  
 CX0283  ___________________________________________________________________
 CX0283  GEOID HEIGHT-         -23.11  (meters)                     GEOID03
 CX0283  DYNAMIC HT  -        1220.622 (meters)    4004.66  (feet)  COMP
 CX0283  MODELED GRAV-     979,128.4   (mgal)                       NAVD 88
 CX0283
 CX0283  VERT ORDER  -  FIRST     CLASS II
 CX0283
 CX0283.The horizontal coordinates were scaled from a topographic map and have
 CX0283.an estimated accuracy of +/- 6 seconds.
 CX0283
 CX0283.The orthometric height was determined by differential leveling
 CX0283.and adjusted by the National Geodetic Survey in June 1991..
 CX0283
 CX0283.The geoid height was determined by GEOID03.
 CX0283
 CX0283.The dynamic height is computed by dividing the NAVD 88
 CX0283.geopotential number by the normal gravity value computed on the
 CX0283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0283.degrees latitude (g = 980.6199 gals.).
 CX0283
 CX0283.The modeled gravity was interpolated from observed gravity values.
 CX0283
 CX0283;                    North         East    Units  Estimated Accuracy
 CX0283;SPC NM C     -   171,330.      510,380.      MT  (+/- 180 meters Scaled)
 CX0283
 CX0283                          SUPERSEDED SURVEY CONTROL
 CX0283
 CX0283  NGVD 29 (??/??/92) 1221.840  (m)         4008.65   (f) ADJ UNCH    1 2
 CX0283
 CX0283.Superseded values are not recommended for survey control.
 CX0283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0283.See file dsdata.txt to determine how the superseded data were derived.
 CX0283
 CX0283_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS930014(NAD 83)
 CX0283_MARKER: DB = BENCH MARK DISK
 CX0283_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CX0283_SP_SET: MONUMENT
 CX0283_STAMPING: H 318 1964
 CX0283_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX0283
 CX0283  HISTORY     - Date     Condition        Report By
 CX0283  HISTORY     - 1964     MONUMENTED       CGS
 CX0283  HISTORY     - 1965     GOOD             NGS
 CX0283
 CX0283                          STATION DESCRIPTION
 CX0283
 CX0283'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 CX0283'12.2 MI N FROM OROGRANDE.
 CX0283'0.4 MILE WEST FROM THE SOUTHERN PACIFIC RAILROAD STATION IN OROGRANDE
 CX0283'TO U.S. HIGHWAY 54, THENCE 0.5 MILE SOUTHEAST ALONG U.S. HIGHWAY 54 TO
 CX0283'WSMR ROUTE NO. 2, THENCE 4.35 MILES NORTHWEST ALONG WSMR ROUTE NO. 2
 CX0283'TO THE EAST GUARD GATE TO WSMR, PASS THROUGH GUARD GATE AND CONTINUE
 CX0283'WEST 0.15 MILE TO WSMR ROUTE NO. 252, THENCE NORTH 9.75 MILES ALONG
 CX0283'WSMR ROUTE NO. 252, 52 FEET EAST OF THE CENTERLINE OF WSMR ROUTE NO.
 CX0283'252, 5 FEET EAST OF A METAL WITNESS SIGN, SET IN THE TOP OF A 12 INCH
 CX0283'SQUARE CONCRETE MONUMENT WHICH PROJECTS 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0739 ***********************************************************************
 DS0739  DESIGNATION -  H 319
 DS0739  PID         -  DS0739
 DS0739  STATE/COUNTY-  NM/SOCORRO
 DS0739  USGS QUAD   -  FOSTER WELL (1981)
 DS0739
 DS0739                         *CURRENT SURVEY CONTROL
 DS0739  ___________________________________________________________________
 DS0739* NAD 83(1986)-  33 33 58.     (N)    106 31 40.     (W)     SCALED    
 DS0739* NAVD 88     -      1440.039  (meters)    4724.53   (feet)  ADJUSTED  
 DS0739  ___________________________________________________________________
 DS0739  GEOID HEIGHT-         -22.27  (meters)                     GEOID03
 DS0739  DYNAMIC HT  -        1437.959 (meters)    4717.70  (feet)  COMP
 DS0739  MODELED GRAV-     979,142.7   (mgal)                       NAVD 88
 DS0739
 DS0739  VERT ORDER  -  SECOND    CLASS 0
 DS0739
 DS0739.The horizontal coordinates were scaled from a topographic map and have
 DS0739.an estimated accuracy of +/- 6 seconds.
 DS0739
 DS0739.The orthometric height was determined by differential leveling
 DS0739.and adjusted by the National Geodetic Survey in June 1991..
 DS0739
 DS0739.The geoid height was determined by GEOID03.
 DS0739
 DS0739.The dynamic height is computed by dividing the NAVD 88
 DS0739.geopotential number by the normal gravity value computed on the
 DS0739.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0739.degrees latitude (g = 980.6199 gals.).
 DS0739
 DS0739.The modeled gravity was interpolated from observed gravity values.
 DS0739
 DS0739;                    North         East    Units  Estimated Accuracy
 DS0739;SPC NM C     -   284,570.      474,210.      MT  (+/- 180 meters Scaled)
 DS0739
 DS0739                          SUPERSEDED SURVEY CONTROL
 DS0739
 DS0739  NGVD 29 (??/??/92) 1439.367  (m)         4722.32   (f) ADJ UNCH    2 0
 DS0739
 DS0739.Superseded values are not recommended for survey control.
 DS0739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0739.See file dsdata.txt to determine how the superseded data were derived.
 DS0739
 DS0739_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT581150(NAD 83)
 DS0739_MARKER: DB = BENCH MARK DISK
 DS0739_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0739_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0739_STAMPING: H 319 1965
 DS0739_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0739+STABILITY: SURFACE MOTION
 DS0739
 DS0739  HISTORY     - Date     Condition        Report By
 DS0739  HISTORY     - 1965     MONUMENTED       CGS
 DS0739  HISTORY     - 1966     GOOD             NGS
 DS0739
 DS0739                          STATION DESCRIPTION
 DS0739
 DS0739'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 DS0739'19.85 MI SE FROM STALLION RANGE CENTER.
 DS0739'ABOUT 16.8 MILES SOUTHEAST ALONG WHITE SANDS MISSILE RANGE ROUTE 7
 DS0739'FROM THE HEADQUARTERS BUILDING AT STALLION RANGE CENTER, THENCE 3.05
 DS0739'MILES SOUTHWEST ALONG WHITE SANDS MISSILE RANGE ROUTE 13, IN S 33, T 8
 DS0739'S, R 4 E, 158 FEET NORTH OF THE CENTER OF THE INTERSECTION OF THE ROAD
 DS0739'AND A DIRT ROAD, 44 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 18
 DS0739'FEET WEST OF A TELEPHONE POLE, 3 FEET SOUTHWEST OF A METAL WITNESS
 DS0739'POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD, AND SET IN THE TOP OF
 DS0739'A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0490 ***********************************************************************
 GM0490  DESIGNATION -  H 32
 GM0490  PID         -  GM0490
 GM0490  STATE/COUNTY-  NM/TAOS
 GM0490  USGS QUAD   -  TAOS (1995)
 GM0490
 GM0490                         *CURRENT SURVEY CONTROL
 GM0490  ___________________________________________________________________
 GM0490* NAD 83(1986)-  36 26 46.     (N)    105 34 39.     (W)     SCALED    
 GM0490* NAVD 88     -      2163.675  (meters)    7098.66   (feet)  ADJUSTED  
 GM0490  ___________________________________________________________________
 GM0490  GEOID HEIGHT-         -17.50  (meters)                     GEOID03
 GM0490  DYNAMIC HT  -        2160.680 (meters)    7088.83  (feet)  COMP
 GM0490  MODELED GRAV-     979,170.8   (mgal)                       NAVD 88
 GM0490
 GM0490  VERT ORDER  -  SECOND    CLASS 0
 GM0490
 GM0490.The horizontal coordinates were scaled from a topographic map and have
 GM0490.an estimated accuracy of +/- 6 seconds.
 GM0490
 GM0490.The orthometric height was determined by differential leveling
 GM0490.and adjusted by the National Geodetic Survey in June 1991..
 GM0490
 GM0490.The geoid height was determined by GEOID03.
 GM0490
 GM0490.The dynamic height is computed by dividing the NAVD 88
 GM0490.geopotential number by the normal gravity value computed on the
 GM0490.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GM0490.degrees latitude (g = 980.6199 gals.).
 GM0490
 GM0490.The modeled gravity was interpolated from observed gravity values.
 GM0490
 GM0490;                    North         East    Units  Estimated Accuracy
 GM0490;SPC NM C     -   604,220.      560,290.      MT  (+/- 180 meters Scaled)
 GM0490
 GM0490                          SUPERSEDED SURVEY CONTROL
 GM0490
 GM0490  NGVD 29 (??/??/92) 2162.513  (m)         7094.84   (f) ADJ UNCH    2 0
 GM0490
 GM0490.Superseded values are not recommended for survey control.
 GM0490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0490.See file dsdata.txt to determine how the superseded data were derived.
 GM0490
 GM0490_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDA482335(NAD 83)
 GM0490_MARKER: DD = SURVEY DISK
 GM0490_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GM0490_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GM0490_STAMPING: H 32 1927
 GM0490_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GM0490+STABILITY: SURFACE MOTION
 GM0490
 GM0490  HISTORY     - Date     Condition        Report By
 GM0490  HISTORY     - 1927     MONUMENTED       USGS
 GM0490  HISTORY     - 1934     GOOD             NGS
 GM0490
 GM0490                          STATION DESCRIPTION
 GM0490
 GM0490'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GM0490'3.1 MI N FROM TAOS.
 GM0490'3.1 MILES NORTH ALONG STATE HIGHWAY 3 FROM TAOS, TAOS COUNTY, AT A
 GM0490'RIGHT-ANGLE TURN, 20 FEET WEST OF A SECOND-CLASS ROAD, 24 FEET NORTH
 GM0490'OF THE CENTERLINE OF THE HIGHWAY, 1 FOOT EAST OF A POWER-TRANSMISSION
 GM0490'LINE POLE, AND 2 FEET NORTH OF A FENCE.  A UNITED STATES GEOLOGICAL
 GM0490'SURVEY STANDARD DISK, SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0141 ***********************************************************************
 FP0141  DESIGNATION -  H 32
 FP0141  PID         -  FP0141
 FP0141  STATE/COUNTY-  NM/TAOS
 FP0141  USGS QUAD   -  TSE BONITA SCHOOL (1979)
 FP0141
 FP0141                         *CURRENT SURVEY CONTROL
 FP0141  ___________________________________________________________________
 FP0141* NAD 83(1986)-  35 37 45.     (N)    108 54 14.     (W)     SCALED    
 FP0141* NAVD 88     -      2059.177  (meters)    6755.82   (feet)  ADJUSTED  
 FP0141  ___________________________________________________________________
 FP0141  GEOID HEIGHT-         -21.09  (meters)                     GEOID03
 FP0141  DYNAMIC HT  -        2056.276 (meters)    6746.30  (feet)  COMP
 FP0141  MODELED GRAV-     979,151.2   (mgal)                       NAVD 88
 FP0141
 FP0141  VERT ORDER  -  FIRST     CLASS II
 FP0141
 FP0141.The horizontal coordinates were scaled from a topographic map and have
 FP0141.an estimated accuracy of +/- 6 seconds.
 FP0141
 FP0141.The orthometric height was determined by differential leveling
 FP0141.and adjusted by the National Geodetic Survey in June 1991..
 FP0141
 FP0141.The geoid height was determined by GEOID03.
 FP0141
 FP0141.The dynamic height is computed by dividing the NAVD 88
 FP0141.geopotential number by the normal gravity value computed on the
 FP0141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0141.degrees latitude (g = 980.6199 gals.).
 FP0141
 FP0141.The modeled gravity was interpolated from observed gravity values.
 FP0141
 FP0141;                    North         East    Units  Estimated Accuracy
 FP0141;SPC NM C     -   516,620.      259,600.      MT  (+/- 180 meters Scaled)
 FP0141
 FP0141                          SUPERSEDED SURVEY CONTROL
 FP0141
 FP0141  NGVD 29 (??/??/92) 2058.187  (m)         6752.57   (f) ADJ UNCH    1 2
 FP0141
 FP0141.Superseded values are not recommended for survey control.
 FP0141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0141.See file dsdata.txt to determine how the superseded data were derived.
 FP0141
 FP0141_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXE898448(NAD 83)
 FP0141_MARKER: DB = BENCH MARK DISK
 FP0141_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FP0141_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FP0141_STAMPING: 1927 H-32 7094
 FP0141_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FP0141+STABILITY: SURFACE MOTION
 FP0141
 FP0141  HISTORY     - Date     Condition        Report By
 FP0141  HISTORY     - 1927     MONUMENTED       CGS
 FP0141  HISTORY     - 1964     GOOD             USGS
 FP0141
 FP0141                          STATION DESCRIPTION
 FP0141
 FP0141'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 FP0141'3.15 MI NW FROM TAOS.
 FP0141'TAOS, 2.7 MI NW OF ALONG NEW MEXICO STATE ROUTE 3 FROM TAOS TOWN
 FP0141'PLAZA, THENCE GENERALLY NORTH ALONG DIRT ROAD 0.45 MILES TO A SHARP
 FP0141'ANGLE BEND IN ROAD.  1 FOOT NORTH OF FENCE LINE, 10 FEET NE OF A POWER
 FP0141'POLE AND 20 FEET WEST OF AN AUTO GATE ON A SECOND CLASS ROAD NE INTO
 FP0141'INDIAN LAND.  A STANDARD CONCRETE POST AND TABLET STAMPED 1927 H-32
 FP0141'7094 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0227 ***********************************************************************
 DS0227  DESIGNATION -  H 320
 DS0227  PID         -  DS0227
 DS0227  STATE/COUNTY-  NM/LINCOLN
 DS0227  USGS QUAD   -  BULL GAP SW (1981)
 DS0227
 DS0227                         *CURRENT SURVEY CONTROL
 DS0227  ___________________________________________________________________
 DS0227* NAD 83(1986)-  33 37 26.     (N)    106 13 38.     (W)     SCALED    
 DS0227* NAVD 88     -      1577.414  (meters)    5175.23   (feet)  ADJUSTED  
 DS0227  ___________________________________________________________________
 DS0227  GEOID HEIGHT-         -21.44  (meters)                     GEOID03
 DS0227  DYNAMIC HT  -        1575.124 (meters)    5167.72  (feet)  COMP
 DS0227  MODELED GRAV-     979,129.7   (mgal)                       NAVD 88
 DS0227
 DS0227  VERT ORDER  -  SECOND    CLASS 0
 DS0227
 DS0227.The horizontal coordinates were scaled from a topographic map and have
 DS0227.an estimated accuracy of +/- 6 seconds.
 DS0227
 DS0227.The orthometric height was determined by differential leveling
 DS0227.and adjusted by the National Geodetic Survey in June 1991..
 DS0227
 DS0227.The geoid height was determined by GEOID03.
 DS0227
 DS0227.The dynamic height is computed by dividing the NAVD 88
 DS0227.geopotential number by the normal gravity value computed on the
 DS0227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0227.degrees latitude (g = 980.6199 gals.).
 DS0227
 DS0227.The modeled gravity was interpolated from observed gravity values.
 DS0227
 DS0227;                    North         East    Units  Estimated Accuracy
 DS0227;SPC NM C     -   290,940.      502,110.      MT  (+/- 180 meters Scaled)
 DS0227
 DS0227                          SUPERSEDED SURVEY CONTROL
 DS0227
 DS0227  NGVD 29 (??/??/92) 1576.713  (m)         5172.93   (f) ADJ UNCH    2 0
 DS0227
 DS0227.Superseded values are not recommended for survey control.
 DS0227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0227.See file dsdata.txt to determine how the superseded data were derived.
 DS0227
 DS0227_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT861211(NAD 83)
 DS0227_MARKER: DB = BENCH MARK DISK
 DS0227_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0227_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0227_STAMPING: H 320 1968
 DS0227_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0227+STABILITY: SURFACE MOTION
 DS0227
 DS0227  HISTORY     - Date     Condition        Report By
 DS0227  HISTORY     - 1968     MONUMENTED       CGS
 DS0227  HISTORY     - 1969     GOOD             NGS
 DS0227
 DS0227                          STATION DESCRIPTION
 DS0227
 DS0227'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 DS0227'16.65 MI NW FROM OSCURO.
 DS0227'ABOUT 7.75 MILES NORTHWEST ALONG WHITE SANDS MISSILE RANGE ROUTE 12
 DS0227'FROM THE STORE AT OSCURO, THENCE 8.9 MILES NORTHWEST ALONG WHITE SANDS
 DS0227'MISSILE RANGE ROUTE 9, 90 FEET SOUTHWEST OF THE CENTER LINE OF THE
 DS0227'ROUTE, 139 FEET WEST AND ACROSS THE ROUTE FROM A SPEED LIMIT SIGN, 2.6
 DS0227'FEET NORTHWEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROUTE,
 DS0227'AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 12 INCHES ABOVE
 DS0227'THE SURFACE OF THE GROUND.  SEC 8, T 8S, R 7E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0333 ***********************************************************************
 CX0333  DESIGNATION -  H 321
 CX0333  PID         -  CX0333
 CX0333  STATE/COUNTY-  NM/OTERO
 CX0333  USGS QUAD   -  LAKE LUCERO SE (1982)
 CX0333
 CX0333                         *CURRENT SURVEY CONTROL
 CX0333  ___________________________________________________________________
 CX0333* NAD 83(1986)-  32 36 42.     (N)    106 16 25.     (W)     SCALED    
 CX0333* NAVD 88     -      1213.091  (meters)    3979.95   (feet)  ADJUSTED  
 CX0333  ___________________________________________________________________
 CX0333  GEOID HEIGHT-         -23.41  (meters)                     GEOID03
 CX0333  DYNAMIC HT  -        1211.309 (meters)    3974.10  (feet)  COMP
 CX0333  MODELED GRAV-     979,128.2   (mgal)                       NAVD 88
 CX0333
 CX0333  VERT ORDER  -  FIRST     CLASS II
 CX0333
 CX0333.The horizontal coordinates were scaled from a topographic map and have
 CX0333.an estimated accuracy of +/- 6 seconds.
 CX0333
 CX0333.The orthometric height was determined by differential leveling
 CX0333.and adjusted by the National Geodetic Survey in June 1991..
 CX0333
 CX0333.The geoid height was determined by GEOID03.
 CX0333
 CX0333.The dynamic height is computed by dividing the NAVD 88
 CX0333.geopotential number by the normal gravity value computed on the
 CX0333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0333.degrees latitude (g = 980.6199 gals.).
 CX0333
 CX0333.The modeled gravity was interpolated from observed gravity values.
 CX0333
 CX0333;                    North         East    Units  Estimated Accuracy
 CX0333;SPC NM C     -   178,690.      497,780.      MT  (+/- 180 meters Scaled)
 CX0333
 CX0333                          SUPERSEDED SURVEY CONTROL
 CX0333
 CX0333  NGVD 29 (??/??/92) 1212.510  (m)         3978.04   (f) ADJ UNCH    1 2
 CX0333
 CX0333.Superseded values are not recommended for survey control.
 CX0333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0333.See file dsdata.txt to determine how the superseded data were derived.
 CX0333
 CX0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS805089(NAD 83)
 CX0333_MARKER: DB = BENCH MARK DISK
 CX0333_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CX0333_SP_SET: MONUMENT
 CX0333_STAMPING: H 321 1966
 CX0333_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX0333
 CX0333  HISTORY     - Date     Condition        Report By
 CX0333  HISTORY     - 1966     MONUMENTED       CGS
 CX0333  HISTORY     - 1968     GOOD             NGS
 CX0333
 CX0333                          STATION DESCRIPTION
 CX0333
 CX0333'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CX0333'14.0 MI SW FROM WHITE SANDS NAT MON HDQ.
 CX0333'11.5 MILES, SOUTHWEST, ALONG U. S. HIGHWAY 70 FROM WHITE SANDS
 CX0333'NATIONAL MONUMENT HEADQUARTERS.  THENCE LEFT, THROUGH GATE, FOLLOWING
 CX0333'GRAVELED ROAD 2.3 MILES SOUTHWEST TO A FORK.  THENCE SOUTHWEST, ALONG
 CX0333'POWERLINE ROAD, 2.4 MILES TO BENCH MARK 25 FEET SOUTHEAST OF THE
 CX0333'CENTERLINE OF ROAD, 18 FEET SOUTHEAST OF POWERLINE POLE AND 1.5 FEET
 CX0333'SOUTHEAST OF METAL WITNESS SIGN SET IN THE TOP OF A 12-INCH IN
 CX0333'DIAMETER CONCRETE MONUMENT THAT PROJECTS ABOUT 1 INCH ABOVE THE
 CX0333'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0342 ***********************************************************************
 CX0342  DESIGNATION -  H 322
 CX0342  PID         -  CX0342
 CX0342  STATE/COUNTY-  NM/OTERO
 CX0342  USGS QUAD   -  LAKE LUCERO NE (1982)
 CX0342
 CX0342                         *CURRENT SURVEY CONTROL
 CX0342  ___________________________________________________________________
 CX0342* NAD 83(1986)-  32 41 40.     (N)    106 18 32.     (W)     SCALED    
 CX0342* NAVD 88     -      1218.985  (meters)    3999.29   (feet)  ADJUSTED  
 CX0342  ___________________________________________________________________
 CX0342  GEOID HEIGHT-         -23.37  (meters)                     GEOID03
 CX0342  DYNAMIC HT  -        1217.203 (meters)    3993.44  (feet)  COMP
 CX0342  MODELED GRAV-     979,134.9   (mgal)                       NAVD 88
 CX0342
 CX0342  VERT ORDER  -  SECOND    CLASS 0
 CX0342
 CX0342.The horizontal coordinates were scaled from a topographic map and have
 CX0342.an estimated accuracy of +/- 6 seconds.
 CX0342
 CX0342.The orthometric height was determined by differential leveling
 CX0342.and adjusted by the National Geodetic Survey in June 1991..
 CX0342
 CX0342.The geoid height was determined by GEOID03.
 CX0342
 CX0342.The dynamic height is computed by dividing the NAVD 88
 CX0342.geopotential number by the normal gravity value computed on the
 CX0342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0342.degrees latitude (g = 980.6199 gals.).
 CX0342
 CX0342.The modeled gravity was interpolated from observed gravity values.
 CX0342
 CX0342;                    North         East    Units  Estimated Accuracy
 CX0342;SPC NM C     -   187,870.      494,480.      MT  (+/- 180 meters Scaled)
 CX0342
 CX0342                          SUPERSEDED SURVEY CONTROL
 CX0342
 CX0342  NGVD 29 (??/??/92) 1218.401  (m)         3997.37   (f) ADJ UNCH    2 0
 CX0342
 CX0342.Superseded values are not recommended for survey control.
 CX0342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0342.See file dsdata.txt to determine how the superseded data were derived.
 CX0342
 CX0342_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS773181(NAD 83)
 CX0342_MARKER: DB = BENCH MARK DISK
 CX0342_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CX0342_SP_SET: MONUMENT
 CX0342_STAMPING: H 322 1966
 CX0342_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX0342
 CX0342  HISTORY     - Date     Condition        Report By
 CX0342  HISTORY     - 1966     MONUMENTED       CGS
 CX0342
 CX0342                          STATION DESCRIPTION
 CX0342
 CX0342'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 CX0342'10.0 MI SW FROM WHITE SANDS NATL MON HQ.
 CX0342'9.0 MILES SOUTHWEST FROM WHITE SANDS NATIONAL MONUMENT HEADQUARTERS
 CX0342'ALONG U.S. HIGHWAY 70.  THENCE WEST-NORTHWEST 3.0 MILES ALONG A BLADED
 CX0342'ROAD TO A FORK, CONTINUE NORTHWEST 0.15 MILE ON THE RIGHT FORK TO A T
 CX0342'JUNCTION WITH OLD HIGHWAY 70, NOW WSMR ROUTE NO. 271, CONTINUE 0.8
 CX0342'MILE NORTHWEST ALONG WSMR NO. 271, 30 FEET EAST OF THE CENTERLINE OF
 CX0342'WSMR NO. 271, 5 FEET EAST OF A METAL WITNESS SIGN, SET IN THE TOP OF A
 CX0342'ROUND CONCRETE MONUMENT THAT PROJECTS 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0299 ***********************************************************************
 CX0299  DESIGNATION -  H 323
 CX0299  PID         -  CX0299
 CX0299  STATE/COUNTY-  NM/OTERO
 CX0299  USGS QUAD   -  FOSTER LAKE (1982)
 CX0299
 CX0299                         *CURRENT SURVEY CONTROL
 CX0299  ___________________________________________________________________
 CX0299* NAD 83(1986)-  32 43 37.     (N)    106 09 00.     (W)     SCALED    
 CX0299* NAVD 88     -      1218.559  (meters)    3997.89   (feet)  ADJUSTED  
 CX0299  ___________________________________________________________________
 CX0299  GEOID HEIGHT-         -23.06  (meters)                     GEOID03
 CX0299  DYNAMIC HT  -        1216.784 (meters)    3992.07  (feet)  COMP
 CX0299  MODELED GRAV-     979,140.0   (mgal)                       NAVD 88
 CX0299
 CX0299  VERT ORDER  -  FIRST     CLASS II
 CX0299
 CX0299.The horizontal coordinates were scaled from a topographic map and have
 CX0299.an estimated accuracy of +/- 6 seconds.
 CX0299
 CX0299.The orthometric height was determined by differential leveling
 CX0299.and adjusted by the National Geodetic Survey in June 1991..
 CX0299
 CX0299.The geoid height was determined by GEOID03.
 CX0299
 CX0299.The dynamic height is computed by dividing the NAVD 88
 CX0299.geopotential number by the normal gravity value computed on the
 CX0299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0299.degrees latitude (g = 980.6199 gals.).
 CX0299
 CX0299.The modeled gravity was interpolated from observed gravity values.
 CX0299
 CX0299;                    North         East    Units  Estimated Accuracy
 CX0299;SPC NM C     -   191,480.      509,370.      MT  (+/- 180 meters Scaled)
 CX0299
 CX0299                          SUPERSEDED SURVEY CONTROL
 CX0299
 CX0299  NGVD 29 (??/??/92) 1217.979  (m)         3995.99   (f) ADJ UNCH    1 2
 CX0299
 CX0299.Superseded values are not recommended for survey control.
 CX0299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0299.See file dsdata.txt to determine how the superseded data were derived.
 CX0299
 CX0299_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS922216(NAD 83)
 CX0299_MARKER: DB = BENCH MARK DISK
 CX0299_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CX0299_SP_SET: MONUMENT
 CX0299_STAMPING: H 323 1968
 CX0299_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX0299
 CX0299  HISTORY     - Date     Condition        Report By
 CX0299  HISTORY     - 1968     MONUMENTED       CGS
 CX0299
 CX0299                          STATION DESCRIPTION
 CX0299
 CX0299'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 CX0299'3.8 MI SSE FROM WHITE SANDS NATL MONUMENT.
 CX0299'2.6 MILES SOUTHWEST ALONG U. S. HIGHWAY 70 FROM WHITE SANDS NATIONAL
 CX0299'MONUMENT HEADQUARTERS.  THENCE 1.0 MILE SOUTH ALONG A DIRT ROAD.
 CX0299'THENCE 1.2 MILES WEST ALONG A POWERLINE.  THENCE 3.3 MILES EAST
 CX0299'SOUTHEAST ALONG A POLELINE, ONE POLE WEST OF A POLE WITH 2 GUY WIRES
 CX0299'AND IS IN LINE WITH A ROW OF TELEPHONE POLES.  IT IS 8.5 FEET EAST OF
 CX0299'A TELEPHONE POLE, 7.5 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 2.5
 CX0299'FEET NORTH OF A METAL WITNESS SIGN, SET IN THE TOP OF A CONCRETE
 CX0299'MONUMENT, 1 FOOT IN DIAMETER, THAT PROJECTS 0.5 FOOT ABOVE THE GROUND
 CX0299'AND IS ABOUT 1 FOOT HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0689 ***********************************************************************
 DS0689  DESIGNATION -  H 327
 DS0689  PID         -  DS0689
 DS0689  STATE/COUNTY-  NM/SOCORRO
 DS0689  USGS QUAD   -  CERRO DE LA CAMPANA (1982)
 DS0689
 DS0689                         *CURRENT SURVEY CONTROL
 DS0689  ___________________________________________________________________
 DS0689* NAD 83(1986)-  33 45 16.     (N)    106 40 38.     (W)     SCALED    
 DS0689* NAVD 88     -      1454.545  (meters)    4772.12   (feet)  ADJUSTED  
 DS0689  ___________________________________________________________________
 DS0689  GEOID HEIGHT-         -22.37  (meters)                     GEOID03
 DS0689  DYNAMIC HT  -        1452.468 (meters)    4765.31  (feet)  COMP
 DS0689  MODELED GRAV-     979,157.8   (mgal)                       NAVD 88
 DS0689
 DS0689  VERT ORDER  -  SECOND    CLASS 0
 DS0689
 DS0689.The horizontal coordinates were scaled from a topographic map and have
 DS0689.an estimated accuracy of +/- 6 seconds.
 DS0689
 DS0689.The orthometric height was determined by differential leveling
 DS0689.and adjusted by the National Geodetic Survey in June 1991..
 DS0689
 DS0689.The geoid height was determined by GEOID03.
 DS0689
 DS0689.The dynamic height is computed by dividing the NAVD 88
 DS0689.geopotential number by the normal gravity value computed on the
 DS0689.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0689.degrees latitude (g = 980.6199 gals.).
 DS0689
 DS0689.The modeled gravity was interpolated from observed gravity values.
 DS0689
 DS0689;                    North         East    Units  Estimated Accuracy
 DS0689;SPC NM C     -   305,500.      460,420.      MT  (+/- 180 meters Scaled)
 DS0689
 DS0689                          SUPERSEDED SURVEY CONTROL
 DS0689
 DS0689  NGVD 29 (??/??/92) 1453.875  (m)         4769.92   (f) ADJ UNCH    2 0
 DS0689
 DS0689.Superseded values are not recommended for survey control.
 DS0689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0689.See file dsdata.txt to determine how the superseded data were derived.
 DS0689
 DS0689_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT446361(NAD 83)
 DS0689_MARKER: DB = BENCH MARK DISK
 DS0689_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0689_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0689_STAMPING: H 327 1966
 DS0689_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0689+STABILITY: SURFACE MOTION
 DS0689
 DS0689  HISTORY     - Date     Condition        Report By
 DS0689  HISTORY     - 1966     MONUMENTED       CGS
 DS0689
 DS0689                          STATION DESCRIPTION
 DS0689
 DS0689'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 DS0689'5.35 MI S FROM STALLION RANGE CENTER.
 DS0689'ABOUT 0.35 MILE NORTHWEST ALONG WHITE SANDS MISSILE RANGE ROUTE 7 FROM
 DS0689'THE HEADQUARTERS BUILDING AT STALLION RANGE CENTER, THENCE 5.0 MILES
 DS0689'SOUTH ALONG WHITE SANDS MISSILE RANGE ROUTE 5, IN S 30, T 6 S, R 3 E,
 DS0689'150 FEET WEST OF THE CENTER LINE OF THE ROAD, 6 FEET SOUTH OF THE
 DS0689'SECOND TELEPHONE POLE NORTH OF A TELEPHONE POLE BRACED BY 12 GUY
 DS0689'WIRES, IN LINE WITH A ROW OF TELEPHONE POLES, 1.0 FOOT WEST OF A METAL
 DS0689'WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 DS0689'CONCRETE POST PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0539 ***********************************************************************
 DS0539  DESIGNATION -  H 328
 DS0539  PID         -  DS0539
 DS0539  STATE/COUNTY-  NM/SIERRA
 DS0539  USGS QUAD   -  SALINAS PEAK NW (1981)
 DS0539
 DS0539                         *CURRENT SURVEY CONTROL
 DS0539  ___________________________________________________________________
 DS0539* NAD 83(1986)-  33 29 00.     (N)    106 41 02.     (W)     SCALED    
 DS0539* NAVD 88     -      1430.758  (meters)    4694.08   (feet)  ADJUSTED  
 DS0539  ___________________________________________________________________
 DS0539  GEOID HEIGHT-         -22.44  (meters)                     GEOID03
 DS0539  DYNAMIC HT  -        1428.706 (meters)    4687.35  (feet)  COMP
 DS0539  MODELED GRAV-     979,152.9   (mgal)                       NAVD 88
 DS0539
 DS0539  VERT ORDER  -  SECOND    CLASS 0
 DS0539
 DS0539.The horizontal coordinates were scaled from a topographic map and have
 DS0539.an estimated accuracy of +/- 6 seconds.
 DS0539
 DS0539.The orthometric height was determined by differential leveling
 DS0539.and adjusted by the National Geodetic Survey in June 1991..
 DS0539
 DS0539.The geoid height was determined by GEOID03.
 DS0539
 DS0539.The dynamic height is computed by dividing the NAVD 88
 DS0539.geopotential number by the normal gravity value computed on the
 DS0539.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0539.degrees latitude (g = 980.6199 gals.).
 DS0539
 DS0539.The modeled gravity was interpolated from observed gravity values.
 DS0539
 DS0539;                    North         East    Units  Estimated Accuracy
 DS0539;SPC NM W     -   275,950.      936,820.      MT  (+/- 180 meters Scaled)
 DS0539
 DS0539                          SUPERSEDED SURVEY CONTROL
 DS0539
 DS0539  NGVD 29 (??/??/92) 1430.110  (m)         4691.95   (f) ADJ UNCH    2 0
 DS0539
 DS0539.Superseded values are not recommended for survey control.
 DS0539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0539.See file dsdata.txt to determine how the superseded data were derived.
 DS0539
 DS0539_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT435061(NAD 83)
 DS0539_MARKER: DB = BENCH MARK DISK
 DS0539_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DS0539_SP_SET: CULVERT
 DS0539_STAMPING: H 328 1966
 DS0539_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DS0539
 DS0539  HISTORY     - Date     Condition        Report By
 DS0539  HISTORY     - 1966     MONUMENTED       CGS
 DS0539
 DS0539                          STATION DESCRIPTION
 DS0539
 DS0539'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 DS0539'24.9 MI S FROM STALLION RANGE CENTER.
 DS0539'ABOUT 0.35 MILE NORTHWEST ALONG WHITE SANDS MISSILE RANGE ROUTE 7 FROM
 DS0539'THE HEADQUARTERS BUILDING AT STALLION RANGE CENTER, THENCE 24.55 MILES
 DS0539'SOUTH ALONG WHITE SANDS MISSILE RANGE ROUTE 5, IN S 36, T 9 S, R 2 E,
 DS0539'17 FEET EAST OF THE CENTER LINE OF THE ROAD, SET IN THE TOP AND 8 FEET
 DS0539'NORTH OF THE SOUTH END OF THE EAST HEAD WALL OF A TRIPLE CHANNEL
 DS0539'CONCRETE CULVERT, ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0629 ***********************************************************************
 DS0629  DESIGNATION -  H 329
 DS0629  PID         -  DS0629
 DS0629  STATE/COUNTY-  NM/SOCORRO
 DS0629  USGS QUAD   -  CANON AGUA BUENA (1981)
 DS0629
 DS0629                         *CURRENT SURVEY CONTROL
 DS0629  ___________________________________________________________________
 DS0629* NAD 83(1986)-  33 53 05.     (N)    106 40 57.     (W)     SCALED    
 DS0629* NAVD 88     -      1538.491  (meters)    5047.53   (feet)  ADJUSTED  
 DS0629  ___________________________________________________________________
 DS0629  GEOID HEIGHT-         -22.18  (meters)                     GEOID03
 DS0629  DYNAMIC HT  -        1536.281 (meters)    5040.28  (feet)  COMP
 DS0629  MODELED GRAV-     979,145.9   (mgal)                       NAVD 88
 DS0629
 DS0629  VERT ORDER  -  FIRST     CLASS II
 DS0629
 DS0629.The horizontal coordinates were scaled from a topographic map and have
 DS0629.an estimated accuracy of +/- 6 seconds.
 DS0629
 DS0629.The orthometric height was determined by differential leveling
 DS0629.and adjusted by the National Geodetic Survey in June 1991..
 DS0629
 DS0629.The geoid height was determined by GEOID03.
 DS0629
 DS0629.The dynamic height is computed by dividing the NAVD 88
 DS0629.geopotential number by the normal gravity value computed on the
 DS0629.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0629.degrees latitude (g = 980.6199 gals.).
 DS0629
 DS0629.The modeled gravity was interpolated from observed gravity values.
 DS0629
 DS0629;                    North         East    Units  Estimated Accuracy
 DS0629;SPC NM C     -   319,950.      459,990.      MT  (+/- 180 meters Scaled)
 DS0629
 DS0629                          SUPERSEDED SURVEY CONTROL
 DS0629
 DS0629  NGVD 29 (??/??/92) 1537.793  (m)         5045.24   (f) ADJ UNCH    1 2
 DS0629
 DS0629.Superseded values are not recommended for survey control.
 DS0629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0629.See file dsdata.txt to determine how the superseded data were derived.
 DS0629
 DS0629_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT444506(NAD 83)
 DS0629_MARKER: DB = BENCH MARK DISK
 DS0629_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0629_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0629_STAMPING: H 329 1966
 DS0629_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0629+STABILITY: SURFACE MOTION
 DS0629
 DS0629  HISTORY     - Date     Condition        Report By
 DS0629  HISTORY     - 1966     MONUMENTED       CGS
 DS0629
 DS0629                          STATION DESCRIPTION
 DS0629
 DS0629'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 DS0629'10.85 MI E FROM SAN ANTONIO.
 DS0629'ABOUT 10.85 MILES EAST ALONG U.S. HIGHWAY 380 FROM THE POST OFFICE AT
 DS0629'SAN ANTONIO, IN S 12, T 5 S, T 3 E, 0.6 MILE WEST OF THE JUNCTION OF
 DS0629'THE HIGHWAY AND WHITE SANDS MISSILE RANGE ROUTE 7, 98 FEET SOUTH OF
 DS0629'THE CENTER LINE OF THE HIGHWAY, 7 FEET NORTH OF A POWER POLE, 3 FEET
 DS0629'NORTH OF A FENCE, 1.2 FEET EAST OF A METAL WITNESS POST, ABOUT LEVEL
 DS0629'WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 DS0629'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0216 ***********************************************************************
 CW0216  DESIGNATION -  H 33
 CW0216  PID         -  CW0216
 CW0216  STATE/COUNTY-  NM/EDDY
 CW0216  USGS QUAD   -  BLACK RIVER VILLAGE (1979)
 CW0216
 CW0216                         *CURRENT SURVEY CONTROL
 CW0216  ___________________________________________________________________
 CW0216* NAD 83(1986)-  32 12 29.     (N)    104 19 23.     (W)     SCALED    
 CW0216* NAVD 88     -      1048.573  (meters)    3440.19   (feet)  ADJUSTED  
 CW0216  ___________________________________________________________________
 CW0216  GEOID HEIGHT-         -24.49  (meters)                     GEOID03
 CW0216  DYNAMIC HT  -        1047.032 (meters)    3435.14  (feet)  COMP
 CW0216  MODELED GRAV-     979,134.2   (mgal)                       NAVD 88
 CW0216
 CW0216  VERT ORDER  -  FIRST     CLASS II
 CW0216
 CW0216.The horizontal coordinates were scaled from a topographic map and have
 CW0216.an estimated accuracy of +/- 6 seconds.
 CW0216
 CW0216.The orthometric height was determined by differential leveling
 CW0216.and adjusted by the National Geodetic Survey in June 1991..
 CW0216
 CW0216.The geoid height was determined by GEOID03.
 CW0216
 CW0216.The dynamic height is computed by dividing the NAVD 88
 CW0216.geopotential number by the normal gravity value computed on the
 CW0216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0216.degrees latitude (g = 980.6199 gals.).
 CW0216
 CW0216.The modeled gravity was interpolated from observed gravity values.
 CW0216
 CW0216;                    North         East    Units  Estimated Accuracy
 CW0216;SPC NM E     -   133,940.      165,970.      MT  (+/- 180 meters Scaled)
 CW0216
 CW0216                          SUPERSEDED SURVEY CONTROL
 CW0216
 CW0216  NGVD 29 (??/??/92) 1048.04   (m)         3438.4    (f) COMPUTED    1 2
 CW0216
 CW0216.Superseded values are not recommended for survey control.
 CW0216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0216.See file dsdata.txt to determine how the superseded data were derived.
 CW0216
 CW0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SER637636(NAD 83)
 CW0216_MARKER: DB = BENCH MARK DISK
 CW0216_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CW0216_SP_SET: CULVERT
 CW0216_STAMPING: H 33 1933
 CW0216_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CW0216
 CW0216  HISTORY     - Date     Condition        Report By
 CW0216  HISTORY     - 1933     MONUMENTED       CGS
 CW0216  HISTORY     - 1958     MARK NOT FOUND   NGS
 CW0216
 CW0216                          STATION DESCRIPTION
 CW0216
 CW0216'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 CW0216'15.7 MI SW FROM CARLSBAD.
 CW0216'15.7 MILES SOUTHWEST OF DEPOT ON HWY NO. 62 (US) 4.3 MILES NORTHEAST
 CW0216'OF WHITES CITY CAMP ALONG HWY. NO. 62, AND 0.3 MILES NORTHEAST OF ROAD
 CW0216'FORK SOUTHEAST.  15.5 FEET SOUTHEAST OF CENTER LINE OF ROAD, AND IN
 CW0216'TOP OF CENTER OF SOUTHEAST HEAD WALL OF LARGE CONCRETE CULVERT AND
 CW0216'CATTLE UNDER PASS.
 CW0216
 CW0216                          STATION RECOVERY (1958)
 CW0216
 CW0216'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 CW0216'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0147 ***********************************************************************
 CX0147  DESIGNATION -  H 330
 CX0147  PID         -  CX0147
 CX0147  STATE/COUNTY-  NM/DONA ANA
 CX0147  USGS QUAD   -  HEART OF THE SANDS NW (1982)
 CX0147
 CX0147                         *CURRENT SURVEY CONTROL
 CX0147  ___________________________________________________________________
 CX0147* NAD 83(1986)-  32 59 06.     (N)    106 24 53.     (W)     SCALED    
 CX0147* NAVD 88     -      1192.942  (meters)    3913.84   (feet)  ADJUSTED  
 CX0147  ___________________________________________________________________
 CX0147  GEOID HEIGHT-         -23.26  (meters)                     GEOID03
 CX0147  DYNAMIC HT  -        1191.213 (meters)    3908.17  (feet)  COMP
 CX0147  MODELED GRAV-     979,148.3   (mgal)                       NAVD 88
 CX0147
 CX0147  VERT ORDER  -  SECOND    CLASS 0
 CX0147
 CX0147.The horizontal coordinates were scaled from a topographic map and have
 CX0147.an estimated accuracy of +/- 6 seconds.
 CX0147
 CX0147.The orthometric height was determined by differential leveling
 CX0147.and adjusted by the National Geodetic Survey in June 1991..
 CX0147
 CX0147.The geoid height was determined by GEOID03.
 CX0147
 CX0147.The dynamic height is computed by dividing the NAVD 88
 CX0147.geopotential number by the normal gravity value computed on the
 CX0147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0147.degrees latitude (g = 980.6199 gals.).
 CX0147
 CX0147.The modeled gravity was interpolated from observed gravity values.
 CX0147
 CX0147;                    North         East    Units  Estimated Accuracy
 CX0147;SPC NM C     -   220,100.      484,610.      MT  (+/- 180 meters Scaled)
 CX0147
 CX0147                          SUPERSEDED SURVEY CONTROL
 CX0147
 CX0147  NGVD 29 (??/??/92) 1192.337  (m)         3911.86   (f) ADJ UNCH    2 0
 CX0147
 CX0147.Superseded values are not recommended for survey control.
 CX0147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0147.See file dsdata.txt to determine how the superseded data were derived.
 CX0147
 CX0147_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS678505(NAD 83)
 CX0147_MARKER: DB = BENCH MARK DISK
 CX0147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX0147_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CX0147_STAMPING: H 330 1966
 CX0147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX0147+STABILITY: SURFACE MOTION
 CX0147
 CX0147  HISTORY     - Date     Condition        Report By
 CX0147  HISTORY     - 1966     MONUMENTED       CGS
 CX0147
 CX0147                          STATION DESCRIPTION
 CX0147
 CX0147'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 CX0147'14.25 MI S FROM RHODES CANYON RANGE CENTER.
 CX0147'ABOUT 4.0 MILES SOUTHEAST ALONG WHITE SANDS MISSILE RANGE ROUTE 6 FROM
 CX0147'THE HEADQUARTERS BUILDING AT RHODES CANYON RANGE CENTER, THENCE 3.1
 CX0147'MILES SOUTH ALONG WHITE SANDS MISSILE RANGE ROUTE 304, THENCE 7.15
 CX0147'MILES SOUTH ALONG A BLADED DIRT ROAD, IN S 29, T 15 S, R 6 E, 0.6 MILE
 CX0147'SOUTH OF THE NORTH END OF THE NORTHRUP AIRSTRIP, 0.2 MILE NORTH OF THE
 CX0147'WEST BOUNDARY OF THE AIRSTRIP, 130 YARDS WEST OF THE WEST EDGE OF A
 CX0147'PAVED RUNWAY, 27 FEET WEST OF THE CENTER LINE OF THE ROAD, 1.7 FEET
 CX0147'WEST OF A METAL WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST
 CX0147'PROJECTING 10 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0477 ***********************************************************************
 DS0477  DESIGNATION -  H 331
 DS0477  PID         -  DS0477
 DS0477  STATE/COUNTY-  NM/OTERO
 DS0477  USGS QUAD   -  LUMLEY LAKE NE (1982)
 DS0477
 DS0477                         *CURRENT SURVEY CONTROL
 DS0477  ___________________________________________________________________
 DS0477* NAD 83(1986)-  33 10 45.     (N)    106 16 38.     (W)     SCALED    
 DS0477* NAVD 88     -      1239.742  (meters)    4067.39   (feet)  ADJUSTED  
 DS0477  ___________________________________________________________________
 DS0477  GEOID HEIGHT-         -22.86  (meters)                     GEOID03
 DS0477  DYNAMIC HT  -        1237.959 (meters)    4061.54  (feet)  COMP
 DS0477  MODELED GRAV-     979,156.8   (mgal)                       NAVD 88
 DS0477
 DS0477  VERT ORDER  -  SECOND    CLASS 0
 DS0477
 DS0477.The horizontal coordinates were scaled from a topographic map and have
 DS0477.an estimated accuracy of +/- 6 seconds.
 DS0477
 DS0477.The orthometric height was determined by differential leveling
 DS0477.and adjusted by the National Geodetic Survey in June 1991..
 DS0477
 DS0477.The geoid height was determined by GEOID03.
 DS0477
 DS0477.The dynamic height is computed by dividing the NAVD 88
 DS0477.geopotential number by the normal gravity value computed on the
 DS0477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0477.degrees latitude (g = 980.6199 gals.).
 DS0477
 DS0477.The modeled gravity was interpolated from observed gravity values.
 DS0477
 DS0477;                    North         East    Units  Estimated Accuracy
 DS0477;SPC NM C     -   241,620.      497,460.      MT  (+/- 180 meters Scaled)
 DS0477
 DS0477                          SUPERSEDED SURVEY CONTROL
 DS0477
 DS0477  NGVD 29 (??/??/92) 1239.124  (m)         4065.36   (f) ADJ UNCH    2 0
 DS0477
 DS0477.Superseded values are not recommended for survey control.
 DS0477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0477.See file dsdata.txt to determine how the superseded data were derived.
 DS0477
 DS0477_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS809718(NAD 83)
 DS0477_MARKER: DB = BENCH MARK DISK
 DS0477_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0477_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0477_STAMPING: H 331 1966
 DS0477_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0477+STABILITY: SURFACE MOTION
 DS0477
 DS0477  HISTORY     - Date     Condition        Report By
 DS0477  HISTORY     - 1966     MONUMENTED       CGS
 DS0477
 DS0477                          STATION DESCRIPTION
 DS0477
 DS0477'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 DS0477'16.25 MI NE FROM RHODES CANYON RANGE CENTER.
 DS0477'ABOUT 11.4 MILES EAST ALONG WHITE SANDS MISSILE RANGE ROUTE 6 FROM THE
 DS0477'HEADQUARTERS BUILDING AT RHODES CANYON RANGE CENTER, THENCE 4.85 MILES
 DS0477'NORTH ALONG WHITE SANDS MISSILE RANGE ROUTE 17, 0.4 MILE SOUTH OF A
 DS0477'TELEPHONE LINE CROSSING THE ROAD, 47 FEET WEST OF THE CENTER LINE OF
 DS0477'THE ROAD, 2.4 FEET SOUTHWEST OF A METAL WITNESS POST, ABOUT 1.0 FOOT
 DS0477'BELOW THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 DS0477'INCHES.  S 15, T 13 S, R 7 E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0725 ***********************************************************************
 DS0725  DESIGNATION -  H 332
 DS0725  PID         -  DS0725
 DS0725  STATE/COUNTY-  NM/SOCORRO
 DS0725  USGS QUAD   -  BLAKEMORE WELL (1981)
 DS0725
 DS0725                         *CURRENT SURVEY CONTROL
 DS0725  ___________________________________________________________________
 DS0725* NAD 83(1986)-  33 33 37.     (N)    106 37 45.     (W)     SCALED    
 DS0725* NAVD 88     -      1436.919  (meters)    4714.29   (feet)  ADJUSTED  
 DS0725  ___________________________________________________________________
 DS0725  GEOID HEIGHT-         -22.45  (meters)                     GEOID03
 DS0725  DYNAMIC HT  -        1434.856 (meters)    4707.52  (feet)  COMP
 DS0725  MODELED GRAV-     979,150.7   (mgal)                       NAVD 88
 DS0725
 DS0725  VERT ORDER  -  SECOND    CLASS 0
 DS0725
 DS0725.The horizontal coordinates were scaled from a topographic map and have
 DS0725.an estimated accuracy of +/- 6 seconds.
 DS0725
 DS0725.The orthometric height was determined by differential leveling
 DS0725.and adjusted by the National Geodetic Survey in June 1991..
 DS0725
 DS0725.The geoid height was determined by GEOID03.
 DS0725
 DS0725.The dynamic height is computed by dividing the NAVD 88
 DS0725.geopotential number by the normal gravity value computed on the
 DS0725.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0725.degrees latitude (g = 980.6199 gals.).
 DS0725
 DS0725.The modeled gravity was interpolated from observed gravity values.
 DS0725
 DS0725;                    North         East    Units  Estimated Accuracy
 DS0725;SPC NM C     -   283,950.      464,800.      MT  (+/- 180 meters Scaled)
 DS0725
 DS0725                          SUPERSEDED SURVEY CONTROL
 DS0725
 DS0725  NGVD 29 (??/??/92) 1436.260  (m)         4712.13   (f) ADJ UNCH    2 0
 DS0725
 DS0725.Superseded values are not recommended for survey control.
 DS0725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0725.See file dsdata.txt to determine how the superseded data were derived.
 DS0725
 DS0725_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT487145(NAD 83)
 DS0725_MARKER: DB = BENCH MARK DISK
 DS0725_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0725_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0725_STAMPING: H 332 1966
 DS0725_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0725+STABILITY: SURFACE MOTION
 DS0725
 DS0725  HISTORY     - Date     Condition        Report By
 DS0725  HISTORY     - 1966     MONUMENTED       CGS
 DS0725
 DS0725                          STATION DESCRIPTION
 DS0725
 DS0725'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 DS0725'20.15 MI SE FROM STALLION RANGE CENTER.
 DS0725'ABOUT 0.35 MILE NORTHWEST ALONG WHITE SANDS MISSILE RANGE ROUTE 7 FROM
 DS0725'THE HEADQUARTERS BUILDING AT STALLION RANGE CENTER, THENCE 18.8 MILES
 DS0725'SOUTH ALONG WHITE SANDS MISSILE RANGE ROUTE 5, THENCE 1.0 MILE EAST
 DS0725'ALONG WHITE SANDS MISSILE RANGE ROUTE 26, IN S 3, T 9 S, R 3 E, 128
 DS0725'FEET NORTH OF THE CENTER LINE OF THE ROAD, 11 FEET WEST OF THE FIRST
 DS0725'TELEPHONE POLE WEST OF POLE NUMBER 740, 1.7 FEET EAST OF A METAL
 DS0725'WITNESS POST ABOUT 4 FEET BELOW THE LEVEL OF THE ROAD, AND SET IN THE
 DS0725'TOP OF A CONCRETE POST PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0719 ***********************************************************************
 DS0719  DESIGNATION -  H 333
 DS0719  PID         -  DS0719
 DS0719  STATE/COUNTY-  NM/SOCORRO
 DS0719  USGS QUAD   -  GREENS BABER WELL (1981)
 DS0719
 DS0719                         *CURRENT SURVEY CONTROL
 DS0719  ___________________________________________________________________
 DS0719* NAD 83(1986)-  33 38 45.     (N)    106 36 15.     (W)     SCALED    
 DS0719* NAVD 88     -      1431.347  (meters)    4696.01   (feet)  ADJUSTED  
 DS0719  ___________________________________________________________________
 DS0719  GEOID HEIGHT-         -22.45  (meters)                     GEOID03
 DS0719  DYNAMIC HT  -        1429.279 (meters)    4689.23  (feet)  COMP
 DS0719  MODELED GRAV-     979,142.5   (mgal)                       NAVD 88
 DS0719
 DS0719  VERT ORDER  -  SECOND    CLASS 0
 DS0719
 DS0719.The horizontal coordinates were scaled from a topographic map and have
 DS0719.an estimated accuracy of +/- 6 seconds.
 DS0719
 DS0719.The orthometric height was determined by differential leveling
 DS0719.and adjusted by the National Geodetic Survey in June 1991..
 DS0719
 DS0719.The geoid height was determined by GEOID03.
 DS0719
 DS0719.The dynamic height is computed by dividing the NAVD 88
 DS0719.geopotential number by the normal gravity value computed on the
 DS0719.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0719.degrees latitude (g = 980.6199 gals.).
 DS0719
 DS0719.The modeled gravity was interpolated from observed gravity values.
 DS0719
 DS0719;                    North         East    Units  Estimated Accuracy
 DS0719;SPC NM C     -   293,430.      467,150.      MT  (+/- 180 meters Scaled)
 DS0719
 DS0719                          SUPERSEDED SURVEY CONTROL
 DS0719
 DS0719  NGVD 29 (??/??/92) 1430.666  (m)         4693.78   (f) ADJ UNCH    2 0
 DS0719
 DS0719.Superseded values are not recommended for survey control.
 DS0719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0719.See file dsdata.txt to determine how the superseded data were derived.
 DS0719
 DS0719_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT512240(NAD 83)
 DS0719_MARKER: DB = BENCH MARK DISK
 DS0719_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0719_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0719_STAMPING: H 333 1966
 DS0719_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0719+STABILITY: SURFACE MOTION
 DS0719
 DS0719  HISTORY     - Date     Condition        Report By
 DS0719  HISTORY     - 1966     MONUMENTED       CGS
 DS0719
 DS0719                          STATION DESCRIPTION
 DS0719
 DS0719'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 DS0719'17.2 MI SE FROM STALLION RANGE CENTER.
 DS0719'ABOUT 13.2 MILES SOUTHEAST ALONG WHITE SANDS MISSILE RANGE ROUTE 7
 DS0719'FROM THE HEADQUARTERS BUILDING AT STALLION RANGE CENTER, THENCE 2.7
 DS0719'MILES SOUTHWEST ALONG WHITE SANDS MISSILE RANGE ROUTE 20, THENCE 1.3
 DS0719'MILES WEST ALONG WHITE SANDS MISSILE RANGE ROUTE 22, OR ABOUT 0.35
 DS0719'MILE NORTHWEST ALONG WHITE SANDS MISSILE RANGE ROUTE 7 FROM THE
 DS0719'HEADQUARTERS BUILDING AT STALLION RANGE CENTER, THENCE 11.15 MILES
 DS0719'SOUTH ALONG WHITE SANDS MISSILE RANGE ROUTE 5, THENCE 5.2 MILES EAST
 DS0719'ALONG WHITE SANDS MISSILE RANGE ROUTE 22, IN S 2, T 8 S, R 3 E, 72
 DS0719'FEET NORTH OF THE CENTER LINE OF THE ROAD, 1.6 FEET WEST OF A METAL
 DS0719'WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD, AND SET IN THE
 DS0719'TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0505 ***********************************************************************
 CX0505  DESIGNATION -  H 334
 CX0505  PID         -  CX0505
 CX0505  STATE/COUNTY-  NM/OTERO
 CX0505  USGS QUAD   -  NEWMAN (1955)
 CX0505
 CX0505                         *CURRENT SURVEY CONTROL
 CX0505  ___________________________________________________________________
 CX0505* NAD 83(1986)-  32 06 46.     (N)    106 20 59.     (W)     SCALED    
 CX0505* NAVD 88     -      1220.679  (meters)    4004.84   (feet)  ADJUSTED  
 CX0505  ___________________________________________________________________
 CX0505  GEOID HEIGHT-         -23.84  (meters)                     GEOID03
 CX0505  DYNAMIC HT  -        1218.831 (meters)    3998.78  (feet)  COMP
 CX0505  MODELED GRAV-     979,084.2   (mgal)                       NAVD 88
 CX0505
 CX0505  VERT ORDER  -  FIRST     CLASS II
 CX0505
 CX0505.The horizontal coordinates were scaled from a topographic map and have
 CX0505.an estimated accuracy of +/- 6 seconds.
 CX0505
 CX0505.The orthometric height was determined by differential leveling
 CX0505.and adjusted by the National Geodetic Survey in June 1991..
 CX0505
 CX0505.The geoid height was determined by GEOID03.
 CX0505
 CX0505.The dynamic height is computed by dividing the NAVD 88
 CX0505.geopotential number by the normal gravity value computed on the
 CX0505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0505.degrees latitude (g = 980.6199 gals.).
 CX0505
 CX0505.The modeled gravity was interpolated from observed gravity values.
 CX0505
 CX0505;                    North         East    Units  Estimated Accuracy
 CX0505;SPC NM C     -   123,380.      490,590.      MT  (+/- 180 meters Scaled)
 CX0505
 CX0505                          SUPERSEDED SURVEY CONTROL
 CX0505
 CX0505  NGVD 29 (??/??/92) 1220.068  (m)         4002.84   (f) ADJ UNCH    1 2
 CX0505
 CX0505.Superseded values are not recommended for survey control.
 CX0505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0505.See file dsdata.txt to determine how the superseded data were derived.
 CX0505
 CX0505_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR726537(NAD 83)
 CX0505_MARKER: DB = BENCH MARK DISK
 CX0505_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CX0505_SP_SET: 35 FEET
 CX0505_STAMPING: H 334 1966
 CX0505_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CX0505
 CX0505  HISTORY     - Date     Condition        Report By
 CX0505  HISTORY     - 1966     MONUMENTED       CGS
 CX0505  HISTORY     - 1967     GOOD             NGS
 CX0505
 CX0505                          STATION DESCRIPTION
 CX0505
 CX0505'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 CX0505'10.9 MI NW FROM NEWMAN, TEXAS.
 CX0505'ABOUT 5.95 MILES NORTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 CX0505'THE POST OFFICE AT NEWMAN, THENCE 4.95 MILES WEST ALONG STATE HIGHWAY
 CX0505'404, IN S 20, T 25 S, R 6 E, 171 FEET SOUTHEAST OF THE SOUTHEAST
 CX0505'CORNER OF CORRUGATED METAL BUILDING 2905, 77 FEET NORTH OF THE CENTER
 CX0505'LINE OF THE HIGHWAY, 70 FEET NORTHWEST OF A METAL FLAG POLE, 2 FEET
 CX0505'WEST OF A TELEPHONE POLE, IN LINE WITH A ROW OF TELEPHONE POLES, 1.2
 CX0505'FEET EAST OF A METAL WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE
 CX0505'HIGHWAY, AND ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN
 CX0505'TO A DEPTH OF 35 FEET AND IS ENCASED IN A 6-INCH CAST IRON PIPE
 CX0505'PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0737 ***********************************************************************
 CX0737  DESIGNATION -  H 335
 CX0737  PID         -  CX0737
 CX0737  STATE/COUNTY-  NM/DONA ANA
 CX0737  USGS QUAD   -  ANTHONY (1955)
 CX0737
 CX0737                         *CURRENT SURVEY CONTROL
 CX0737  ___________________________________________________________________
 CX0737* NAD 83(1986)-  32 01 28.     (N)    106 36 08.     (W)     SCALED    
 CX0737* NAVD 88     -      1169.500  (meters)    3836.93   (feet)  ADJUSTED  
 CX0737  ___________________________________________________________________
 CX0737  GEOID HEIGHT-         -23.89  (meters)                     GEOID03
 CX0737  DYNAMIC HT  -        1167.765 (meters)    3831.24  (feet)  COMP
 CX0737  MODELED GRAV-     979,114.9   (mgal)                       NAVD 88
 CX0737
 CX0737  VERT ORDER  -  FIRST     CLASS II
 CX0737
 CX0737.The horizontal coordinates were scaled from a topographic map and have
 CX0737.an estimated accuracy of +/- 6 seconds.
 CX0737
 CX0737.The orthometric height was determined by differential leveling
 CX0737.and adjusted by the National Geodetic Survey in June 1991..
 CX0737
 CX0737.The geoid height was determined by GEOID03.
 CX0737
 CX0737.The dynamic height is computed by dividing the NAVD 88
 CX0737.geopotential number by the normal gravity value computed on the
 CX0737.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0737.degrees latitude (g = 980.6199 gals.).
 CX0737
 CX0737.The modeled gravity was interpolated from observed gravity values.
 CX0737
 CX0737;                    North         East    Units  Estimated Accuracy
 CX0737;SPC NM C     -   113,630.      466,730.      MT  (+/- 180 meters Scaled)
 CX0737
 CX0737                          SUPERSEDED SURVEY CONTROL
 CX0737
 CX0737  NGVD 29 (??/??/92) 1168.975  (m)         3835.21   (f) ADJ UNCH    1 2
 CX0737
 CX0737.Superseded values are not recommended for survey control.
 CX0737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0737.See file dsdata.txt to determine how the superseded data were derived.
 CX0737
 CX0737_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR486442(NAD 83)
 CX0737_MARKER: DB = BENCH MARK DISK
 CX0737_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CX0737_SP_SET: COPPER-CLAD STEEL ROD
 CX0737_STAMPING: H 335 1966
 CX0737_MARK LOGO: CGS   
 CX0737_PROJECTION: PROJECTING 15 CENTIMETERS
 CX0737_MAGNETIC: I = MARKER IS A STEEL ROD
 CX0737_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CX0737_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CX0737+SATELLITE: SATELLITE OBSERVATIONS - April 18, 1994
 CX0737_ROD/PIPE-DEPTH: 13.7 meters
 CX0737
 CX0737  HISTORY     - Date     Condition        Report By
 CX0737  HISTORY     - 1966     MONUMENTED       CGS
 CX0737  HISTORY     - 1967     GOOD             NGS
 CX0737  HISTORY     - 1981     GOOD             NGS
 CX0737  HISTORY     - 19940418 GOOD             NGS
 CX0737
 CX0737                          STATION DESCRIPTION
 CX0737
 CX0737'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 CX0737'2.8 MI N FROM ANTHONY, TEXAS.
 CX0737'ABOUT 2.0 MILES NORTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 CX0737'RAILWAY FROM THE STATION AT ANTHONY, THENCE 0.8 MILE EAST ALONG STATE
 CX0737'HIGHWAY 404 WHICH IS OHARA ROAD, IN S 23, T 26 S, R 3 E, AT THE
 CX0737'NORTHWEST CORNER OF A CHAIN-LINK FENCE AROUND AN ELECTRICAL
 CX0737'SUBSTATION, 117 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 211 FEET
 CX0737'EAST OF THE CENTER LINE OF U.S. HIGHWAYS 80-85-180, 37 FEET EAST OF
 CX0737'THE CENTER LINE OF A GRADED DIRT ROAD, 3 1/2 FEET NORTHEAST OF A PIPE
 CX0737'CORNER POST, 2 FEET NORTH OF THE FENCE, 1.0 FOOT SOUTHEAST OF A METAL
 CX0737'WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY, AND ON THE
 CX0737'TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 45
 CX0737'FEET AND IS ENCASED IN A 6-INCH CAST IRON PIPE PROJECTING 5 INCHES.
 CX0737
 CX0737                          STATION RECOVERY (1981)
 CX0737
 CX0737'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CX0737'THE MARK IS 0.3 M ABOVE THE ROAD.
 CX0737'0.3 KM (0.2 MI) NORTHWESTERLY ALONG STATE HIGHWAY 20 FROM THE CITY
 CX0737'HALL IN ANTHONY, TEXAS, THENCE 2.6 KM (1.6 MI) NORTHWESTERLY ALONG
 CX0737'STATE HIGHWAY 478, THENCE 1.3 KM (0.8 MI) EAST ALONG STATE HIGHWAY
 CX0737'404, AT THE NORTHWEST CORNER OF A FENCE AROUND A ELECTRICAL SUB
 CX0737'STATION, AT THE JUNCTION OF STATE HIGHWAY 460, 64.3 METERS (211.0 FT)
 CX0737'EAST OF THE CENTERLINE OF HIGHWAY 460, 35.7 METERS (117.0 FT) SOUTH
 CX0737'OF THE CENTERLINE OF HIGHWAY 404, 11.3 METERS (37.0 FT) EAST OF THE
 CX0737'CENTER OF COUNTY ROAD A 63, 1.1 METERS (3.5 FT) NORTHEAST OF THE
 CX0737'NORTHWEST CORNER OF THE FENCE AND 0.3 METER (1.0 FT) NORTH OF A
 CX0737'CHAIN LINK FENCE.
 CX0737'THE MARK IS 0.5 METERS  W FROM A WITNESS POST.
 CX0737
 CX0737                          STATION RECOVERY (1994)
 CX0737
 CX0737'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 CX0737'11.1 KM (6.90 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 478 FROM THE
 CX0737'JUNCTION OF STATE HIGHWAY 189 IN VADO, THENCE 1.3 KM (0.80 MI)
 CX0737'EASTERLY ALONG A PAVED ROAD, 35.4 M (116.1 FT) SOUTH OF THE CENTERLINE
 CX0737'OF THE ROAD, 20.6 M (67.6 FT) SOUTH OF A WITNESS POST, 19.4 M
 CX0737'(63.6 FT) SOUTH-SOUTHEAST OF THE NORTHWEST CORNER OF A CHAIN-LINK
 CX0737'FENCE ENCLOSING THE ANTHONY SUB-STATION, 11.6 M (38.1 FT) EAST OF THE
 CX0737'CENTER OF A PAVED ROAD, AND 1.3 M (4.3 FT) EAST OF THE NORTHEAST POST
 CX0737'OF THE ENTRANCE GATE TO THE SUB-STATION.  NOTE--THE DISK IS ENCASED
 CX0737'IN A 5-INCH METAL PIPE AND PROJECTS 0.2 M (0.7 FT) ABOVE THE GROUND
 CX0737'SURFACE. THE MONUMENT IS ON PROPERTY OWNED BY THE EL PASO ELECTRIC
 CX0737'COMPANY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0424 ***********************************************************************
 CX0424  DESIGNATION -  H 336
 CX0424  PID         -  CX0424
 CX0424  STATE/COUNTY-  NM/DONA ANA
 CX0424  USGS QUAD   -  DAVIES TANK (1994)
 CX0424
 CX0424                         *CURRENT SURVEY CONTROL
 CX0424  ___________________________________________________________________
 CX0424* NAD 83(1986)-  32 18 55.     (N)    106 24 24.     (W)     SCALED    
 CX0424* NAVD 88     -      1208.587  (meters)    3965.17   (feet)  ADJUSTED  
 CX0424  ___________________________________________________________________
 CX0424  GEOID HEIGHT-         -23.77  (meters)                     GEOID03
 CX0424  DYNAMIC HT  -        1206.766 (meters)    3959.20  (feet)  COMP
 CX0424  MODELED GRAV-     979,090.9   (mgal)                       NAVD 88
 CX0424
 CX0424  VERT ORDER  -  FIRST     CLASS II
 CX0424
 CX0424.The horizontal coordinates were scaled from a topographic map and have
 CX0424.an estimated accuracy of +/- 6 seconds.
 CX0424
 CX0424.The orthometric height was determined by differential leveling
 CX0424.and adjusted by the National Geodetic Survey in June 1991..
 CX0424
 CX0424.The geoid height was determined by GEOID03.
 CX0424
 CX0424.The dynamic height is computed by dividing the NAVD 88
 CX0424.geopotential number by the normal gravity value computed on the
 CX0424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0424.degrees latitude (g = 980.6199 gals.).
 CX0424
 CX0424.The modeled gravity was interpolated from observed gravity values.
 CX0424
 CX0424;                    North         East    Units  Estimated Accuracy
 CX0424;SPC NM C     -   145,840.      485,250.      MT  (+/- 180 meters Scaled)
 CX0424
 CX0424                          SUPERSEDED SURVEY CONTROL
 CX0424
 CX0424  NGVD 29 (??/??/92) 1207.990  (m)         3963.21   (f) ADJ UNCH    1 2
 CX0424
 CX0424.Superseded values are not recommended for survey control.
 CX0424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0424.See file dsdata.txt to determine how the superseded data were derived.
 CX0424
 CX0424_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR675762(NAD 83)
 CX0424_MARKER: DB = BENCH MARK DISK
 CX0424_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CX0424_SP_SET: 17 FEET
 CX0424_STAMPING: H 336 1966
 CX0424_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CX0424
 CX0424  HISTORY     - Date     Condition        Report By
 CX0424  HISTORY     - 1966     MONUMENTED       CGS
 CX0424  HISTORY     - 1967     GOOD             NGS
 CX0424
 CX0424                          STATION DESCRIPTION
 CX0424
 CX0424'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 CX0424'6.85 MI S FROM W S M R HEADQUARTERS.
 CX0424'ABOUT 6.85 MILES SOUTH ALONG WAR HIGHWAY 11 FROM THE WHITE SANDS
 CX0424'MISSILE RANGE HEADQUARTERS BUILDING, IN S 14, T 23 S, R 5 E, 75 FEET
 CX0424'EAST OF THE CENTER LINE OF THE HIGHWAY, 18 FEET EAST OF A TELEPHONE
 CX0424'POLE BRACED BY 4 GUY WIRES, 8 FEET WEST OF AN ANCHOR FOR A GUY WIRE,
 CX0424'1.3 FEET EAST OF A METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF
 CX0424'THE HIGHWAY, AND ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS
 CX0424'DRIVEN TO A DEPTH OF 17 FEET AND IS ENCASED IN A 6-INCH IRON PIPE
 CX0424'PROJECTING 12 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0193 ***********************************************************************
 CX0193  DESIGNATION -  H 337
 CX0193  PID         -  CX0193
 CX0193  STATE/COUNTY-  NM/DONA ANA
 CX0193  USGS QUAD   -  BENNETT MOUNTAIN (1981)
 CX0193
 CX0193                         *CURRENT SURVEY CONTROL
 CX0193  ___________________________________________________________________
 CX0193* NAD 83(1986)-  32 34 34.     (N)    106 25 56.     (W)     SCALED    
 CX0193* NAVD 88     -      1232.149  (meters)    4042.48   (feet)  ADJUSTED  
 CX0193  ___________________________________________________________________
 CX0193  GEOID HEIGHT-         -23.27  (meters)                     GEOID03
 CX0193  DYNAMIC HT  -        1230.339 (meters)    4036.54  (feet)  COMP
 CX0193  MODELED GRAV-     979,126.7   (mgal)                       NAVD 88
 CX0193
 CX0193  VERT ORDER  -  SECOND    CLASS 0
 CX0193
 CX0193.The horizontal coordinates were scaled from a topographic map and have
 CX0193.an estimated accuracy of +/- 6 seconds.
 CX0193
 CX0193.The orthometric height was determined by differential leveling
 CX0193.and adjusted by the National Geodetic Survey in June 1991..
 CX0193
 CX0193.The geoid height was determined by GEOID03.
 CX0193
 CX0193.The dynamic height is computed by dividing the NAVD 88
 CX0193.geopotential number by the normal gravity value computed on the
 CX0193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0193.degrees latitude (g = 980.6199 gals.).
 CX0193
 CX0193.The modeled gravity was interpolated from observed gravity values.
 CX0193
 CX0193;                    North         East    Units  Estimated Accuracy
 CX0193;SPC NM C     -   174,760.      482,890.      MT  (+/- 180 meters Scaled)
 CX0193
 CX0193                          SUPERSEDED SURVEY CONTROL
 CX0193
 CX0193  NGVD 29 (??/??/92) 1231.570  (m)         4040.58   (f) ADJ UNCH    2 0
 CX0193
 CX0193.Superseded values are not recommended for survey control.
 CX0193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0193.See file dsdata.txt to determine how the superseded data were derived.
 CX0193
 CX0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS655052(NAD 83)
 CX0193_MARKER: DB = BENCH MARK DISK
 CX0193_SETTING: 66 = SET IN ROCK OUTCROP
 CX0193_SP_SET: SET IN ROCK OUTCROP
 CX0193_STAMPING: H 337 1968
 CX0193_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CX0193+STABILITY: POSITION/ELEVATION WELL
 CX0193
 CX0193  HISTORY     - Date     Condition        Report By
 CX0193  HISTORY     - 1968     MONUMENTED       CGS
 CX0193
 CX0193                          STATION DESCRIPTION
 CX0193
 CX0193'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 CX0193'14.7 MI N FROM WHITE SANDS MISSILE RANGE HDQ.
 CX0193'4.2 MILES NORTH ALONG MAIN ACCESS ROAD FROM WHITE SANDS MISSILE RANGE
 CX0193'HEADQUARTERS, THENCE 4.6 MILES NORTHEAST ALONG U.S. HIGHWAY 70, THENCE
 CX0193'7.2 MILES NORTHWEST AND NORTH ALONG WSMR ROUTE 7.  IT IS 199 FEET EAST
 CX0193'OF THE CENTERLINE OF THE ROAD, 83 FEET EAST SOUTHEAST OF A TELEPHONE
 CX0193'POLE, 9.5 FEET EAST OF A METAL WITNESS SIGN, CEMENTED IN A DRILLHOLE
 CX0193'IN A GRANITE ROCK OUTCROP AND IS ABOUT 4 FEET LOWER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0549 ***********************************************************************
 CX0549  DESIGNATION -  H 338
 CX0549  PID         -  CX0549
 CX0549  STATE/COUNTY-  NM/OTERO
 CX0549  USGS QUAD   -  WHITE SANDS SE (1994)
 CX0549
 CX0549                         *CURRENT SURVEY CONTROL
 CX0549  ___________________________________________________________________
 CX0549* NAD 83(1986)-  32 17 51.     (N)    106 16 48.     (W)     SCALED    
 CX0549* NAVD 88     -      1240.965  (meters)    4071.40   (feet)  ADJUSTED  
 CX0549  ___________________________________________________________________
 CX0549  GEOID HEIGHT-         -23.65  (meters)                     GEOID03
 CX0549  DYNAMIC HT  -        1239.108 (meters)    4065.31  (feet)  COMP
 CX0549  MODELED GRAV-     979,099.4   (mgal)                       NAVD 88
 CX0549
 CX0549  VERT ORDER  -  SECOND    CLASS 0
 CX0549
 CX0549.The horizontal coordinates were scaled from a topographic map and have
 CX0549.an estimated accuracy of +/- 6 seconds.
 CX0549
 CX0549.The orthometric height was determined by differential leveling
 CX0549.and adjusted by the National Geodetic Survey in June 1991..
 CX0549
 CX0549.The geoid height was determined by GEOID03.
 CX0549
 CX0549.The dynamic height is computed by dividing the NAVD 88
 CX0549.geopotential number by the normal gravity value computed on the
 CX0549.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0549.degrees latitude (g = 980.6199 gals.).
 CX0549
 CX0549.The modeled gravity was interpolated from observed gravity values.
 CX0549
 CX0549;                    North         East    Units  Estimated Accuracy
 CX0549;SPC NM C     -   143,850.      497,180.      MT  (+/- 180 meters Scaled)
 CX0549
 CX0549                          SUPERSEDED SURVEY CONTROL
 CX0549
 CX0549  NGVD 29 (??/??/92) 1240.373  (m)         4069.46   (f) ADJ UNCH    2 0
 CX0549
 CX0549.Superseded values are not recommended for survey control.
 CX0549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0549.See file dsdata.txt to determine how the superseded data were derived.
 CX0549
 CX0549_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR794741(NAD 83)
 CX0549_MARKER: DB = BENCH MARK DISK
 CX0549_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CX0549_SP_SET: MONUMENT
 CX0549_STAMPING: H 338 1969
 CX0549_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX0549
 CX0549  HISTORY     - Date     Condition        Report By
 CX0549  HISTORY     - 1969     MONUMENTED       CGS
 CX0549
 CX0549                          STATION DESCRIPTION
 CX0549
 CX0549'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CX0549'14.1 MI SE FROM WHITE SANDS MISSILE RANGE HDQ.
 CX0549'8.7 MILES SOUTH ALONG WAR ROAD 11 FROM WHITE SANDS MISSILE RANGE
 CX0549'HEADQUARTERS.  THENCE 0.7 MILE EAST ALONG DIRT ROAD.  THENCE LEFT FORK
 CX0549'EAST NORTHEAST 7.0 MILES ALONG A DIRT ROAD TO A DIRT ROAD SOUTH. IT IS
 CX0549'109.0 FEET SOUTHWEST OF THE INTERSECTION OF THE ROAD CENTERLINES, 58.0
 CX0549'FEET SOUTH OF THE CENTERLINE OF AN EASTWEST ROAD, 4 FEET NORTHEAST OF
 CX0549'A METAL WITNESS SIGN AND SET IN THE TOP OF A 12-INCH IN DIAMETER
 CX0549'CONCRETE MONUMENT THAT PROJECTS ABOUT 0.4 FOOT ABOVE THE GROUND AND IS
 CX0549'ABOUT 3 FEET BELOW ROAD ELEVATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0094 ***********************************************************************
 CW0094  DESIGNATION -  H 34
 CW0094  PID         -  CW0094
 CW0094  STATE/COUNTY-  NM/EDDY
 CW0094  USGS QUAD   -  RED LAKE SE (1955)
 CW0094
 CW0094                         *CURRENT SURVEY CONTROL
 CW0094  ___________________________________________________________________
 CW0094* NAD 83(1986)-  32 48 52.     (N)    104 04 13.     (W)     SCALED    
 CW0094* NAVD 88     -      1082.057  (meters)    3550.05   (feet)  ADJUSTED  
 CW0094  ___________________________________________________________________
 CW0094  GEOID HEIGHT-         -22.94  (meters)                     GEOID03
 CW0094  DYNAMIC HT  -        1080.561 (meters)    3545.14  (feet)  COMP
 CW0094  MODELED GRAV-     979,217.7   (mgal)                       NAVD 88
 CW0094
 CW0094  VERT ORDER  -  FIRST     CLASS II
 CW0094
 CW0094.The horizontal coordinates were scaled from a topographic map and have
 CW0094.an estimated accuracy of +/- 6 seconds.
 CW0094
 CW0094.The orthometric height was determined by differential leveling
 CW0094.and adjusted by the National Geodetic Survey in June 1991..
 CW0094
 CW0094.The geoid height was determined by GEOID03.
 CW0094
 CW0094.The dynamic height is computed by dividing the NAVD 88
 CW0094.geopotential number by the normal gravity value computed on the
 CW0094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0094.degrees latitude (g = 980.6199 gals.).
 CW0094
 CW0094.The modeled gravity was interpolated from observed gravity values.
 CW0094
 CW0094;                    North         East    Units  Estimated Accuracy
 CW0094;SPC NM E     -   201,210.      189,630.      MT  (+/- 180 meters Scaled)
 CW0094
 CW0094                          SUPERSEDED SURVEY CONTROL
 CW0094
 CW0094  NGVD 29 (??/??/92) 1081.594  (m)         3548.53   (f) ADJ UNCH    1 2
 CW0094
 CW0094.Superseded values are not recommended for survey control.
 CW0094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0094.See file dsdata.txt to determine how the superseded data were derived.
 CW0094
 CW0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES870310(NAD 83)
 CW0094_MARKER: DB = BENCH MARK DISK
 CW0094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CW0094_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CW0094_STAMPING: H 34, 1933
 CW0094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CW0094+STABILITY: SURFACE MOTION
 CW0094
 CW0094  HISTORY     - Date     Condition        Report By
 CW0094  HISTORY     - 1933     MONUMENTED       CGS
 CW0094  HISTORY     - 1934     GOOD             NGS
 CW0094
 CW0094                          STATION DESCRIPTION
 CW0094
 CW0094'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CW0094'21.0 MI E FROM ARTESIA.
 CW0094'21.0 MILES EAST OF DEPOT ALONG HWY. NO. 83 (19.3 MILES S.W. OF
 CW0094'MALJAMAR) ON STATE HWY. NO. 83, 0.4 MILE WEST OF BOTTOM OF WASH, ABOUT
 CW0094'3/4 MILE S.W. OF TWIN WINDMILLS SITUATED NORTH OF HIGHWAY, 50 FEET
 CW0094'SOUTH OF CENTERLINE OF HWY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0520 ***********************************************************************
 GM0520  DESIGNATION -  H 34
 GM0520  PID         -  GM0520
 GM0520  STATE/COUNTY-  NM/TAOS
 GM0520  USGS QUAD   -  ARROYO HONDO (1995)
 GM0520
 GM0520                         *CURRENT SURVEY CONTROL
 GM0520  ___________________________________________________________________
 GM0520* NAD 83(1986)-  36 30 39.     (N)    105 38 54.     (W)     SCALED    
 GM0520* NAVD 88     -      2197.471  (meters)    7209.54   (feet)  ADJUSTED  
 GM0520  ___________________________________________________________________
 GM0520  GEOID HEIGHT-         -17.70  (meters)                     GEOID03
 GM0520  DYNAMIC HT  -        2194.418 (meters)    7199.52  (feet)  COMP
 GM0520  MODELED GRAV-     979,164.4   (mgal)                       NAVD 88
 GM0520
 GM0520  VERT ORDER  -  SECOND    CLASS 0
 GM0520
 GM0520.The horizontal coordinates were scaled from a topographic map and have
 GM0520.an estimated accuracy of +/- 6 seconds.
 GM0520
 GM0520.The orthometric height was determined by differential leveling
 GM0520.and adjusted by the National Geodetic Survey in June 1991..
 GM0520
 GM0520.The geoid height was determined by GEOID03.
 GM0520
 GM0520.The dynamic height is computed by dividing the NAVD 88
 GM0520.geopotential number by the normal gravity value computed on the
 GM0520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GM0520.degrees latitude (g = 980.6199 gals.).
 GM0520
 GM0520.The modeled gravity was interpolated from observed gravity values.
 GM0520
 GM0520;                    North         East    Units  Estimated Accuracy
 GM0520;SPC NM C     -   611,360.      553,890.      MT  (+/- 180 meters Scaled)
 GM0520
 GM0520                          SUPERSEDED SURVEY CONTROL
 GM0520
 GM0520  NGVD 29 (??/??/92) 2196.273  (m)         7205.61   (f) ADJ UNCH    2 0
 GM0520
 GM0520.Superseded values are not recommended for survey control.
 GM0520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0520.See file dsdata.txt to determine how the superseded data were derived.
 GM0520
 GM0520_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDA419408(NAD 83)
 GM0520_MARKER: DD = SURVEY DISK
 GM0520_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GM0520_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GM0520_STAMPING: H 34 1927
 GM0520_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GM0520+STABILITY: SURFACE MOTION
 GM0520
 GM0520  HISTORY     - Date     Condition        Report By
 GM0520  HISTORY     - 1927     MONUMENTED       USGS
 GM0520  HISTORY     - 1934     GOOD             NGS
 GM0520
 GM0520                          STATION DESCRIPTION
 GM0520
 GM0520'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GM0520'2.3 MI S FROM ARROYO HONDO.
 GM0520'2.3 MILES SOUTH ALONG STATE HIGHWAY 3 FROM ARROYO HONDO, TAOS COUNTY,
 GM0520'AT THE TOP OF A GRADE, 48 FEET SOUTHWEST OF THE CENTERLINE OF THE
 GM0520'HIGHWAY, 75 FEET SOUTHWEST OF A POWER-TRANSMISSION LINE POLE, AND 12
 GM0520'FEET SOUTHEAST OF A POLE.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 GM0520'DISK, SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0705 ***********************************************************************
 DR0705  DESIGNATION -  H 340
 DR0705  PID         -  DR0705
 DR0705  STATE/COUNTY-  NM/LINCOLN
 DR0705  USGS QUAD   -  CARRIZOZO WEST (1982)
 DR0705
 DR0705                         *CURRENT SURVEY CONTROL
 DR0705  ___________________________________________________________________
 DR0705* NAD 83(1986)-  33 43 41.     (N)    105 59 45.     (W)     SCALED    
 DR0705* NAVD 88     -      1736.745  (meters)    5697.97   (feet)  ADJUSTED  
 DR0705  ___________________________________________________________________
 DR0705  GEOID HEIGHT-         -20.69  (meters)                     GEOID03
 DR0705  DYNAMIC HT  -        1734.220 (meters)    5689.69  (feet)  COMP
 DR0705  MODELED GRAV-     979,120.7   (mgal)                       NAVD 88
 DR0705
 DR0705  VERT ORDER  -  FIRST     CLASS II
 DR0705
 DR0705.The horizontal coordinates were scaled from a topographic map and have
 DR0705.an estimated accuracy of +/- 6 seconds.
 DR0705
 DR0705.The orthometric height was determined by differential leveling
 DR0705.and adjusted by the National Geodetic Survey in June 1991..
 DR0705
 DR0705.The geoid height was determined by GEOID03.
 DR0705
 DR0705.The dynamic height is computed by dividing the NAVD 88
 DR0705.geopotential number by the normal gravity value computed on the
 DR0705.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0705.degrees latitude (g = 980.6199 gals.).
 DR0705
 DR0705.The modeled gravity was interpolated from observed gravity values.
 DR0705
 DR0705;                    North         East    Units  Estimated Accuracy
 DR0705;SPC NM C     -   302,520.      523,550.      MT  (+/- 180 meters Scaled)
 DR0705
 DR0705                          SUPERSEDED SURVEY CONTROL
 DR0705
 DR0705  NGVD 29 (??/??/92) 1736.039  (m)         5695.65   (f) ADJ UNCH    1 2
 DR0705
 DR0705.Superseded values are not recommended for survey control.
 DR0705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0705.See file dsdata.txt to determine how the superseded data were derived.
 DR0705
 DR0705_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDT077324(NAD 83)
 DR0705_MARKER: DB = BENCH MARK DISK
 DR0705_SETTING: 66 = SET IN ROCK OUTCROP
 DR0705_SP_SET: OUTCROP
 DR0705_STAMPING: H 340 1969
 DR0705_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DR0705+STABILITY: POSITION/ELEVATION WELL
 DR0705
 DR0705  HISTORY     - Date     Condition        Report By
 DR0705  HISTORY     - 1969     MONUMENTED       CGS
 DR0705
 DR0705                          STATION DESCRIPTION
 DR0705
 DR0705'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 DR0705'10.25 MI NW FROM CARRIZOZO.
 DR0705'ABOUT 0.45 MILE NORTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 DR0705'THE STATION AT CARRIZOZO, THENCE 9.8 MILES NORTHWEST ALONG U.S.
 DR0705'HIGHWAY 380, IN SECTION 3, T 7 S, R 9 E, 80 YARDS WEST OF A 36-INCH
 DR0705'DOUBLE TUBE CULVERT, 0.1 MILE EAST OF THE TOP OF A GRADE, 50 FEET
 DR0705'SOUTH OF THE CENTER LINE OF THE HIGHWAY, SET IN THE SOUTH END OF A 3-
 DR0705'X 2-FOOT ROCK OUTCROP WHICH IS LEVEL WITH THE SURFACE OF THE GROUND,
 DR0705'1/2 FOOT SOUTH OF A FENCE, 1.0 FOOT SOUTH OF A METAL WITNESS POST, AND
 DR0705'ABOUT 3 FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0144 ***********************************************************************
 DS0144  DESIGNATION -  H 341
 DS0144  PID         -  DS0144
 DS0144  STATE/COUNTY-  NM/LINCOLN
 DS0144  USGS QUAD   -  BULL GAP SW (1981)
 DS0144
 DS0144                         *CURRENT SURVEY CONTROL
 DS0144  ___________________________________________________________________
 DS0144* NAD 83(1986)-  33 37 03.     (N)    106 10 33.     (W)     SCALED    
 DS0144* NAVD 88     -      1550.399  (meters)    5086.60   (feet)  ADJUSTED  
 DS0144  ___________________________________________________________________
 DS0144  GEOID HEIGHT-         -21.36  (meters)                     GEOID03
 DS0144  DYNAMIC HT  -        1548.149 (meters)    5079.22  (feet)  COMP
 DS0144  MODELED GRAV-     979,130.7   (mgal)                       NAVD 88
 DS0144
 DS0144  VERT ORDER  -  SECOND    CLASS 0
 DS0144
 DS0144.The horizontal coordinates were scaled from a topographic map and have
 DS0144.an estimated accuracy of +/- 6 seconds.
 DS0144
 DS0144.The orthometric height was determined by differential leveling
 DS0144.and adjusted by the National Geodetic Survey in June 1991..
 DS0144
 DS0144.The geoid height was determined by GEOID03.
 DS0144
 DS0144.The dynamic height is computed by dividing the NAVD 88
 DS0144.geopotential number by the normal gravity value computed on the
 DS0144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0144.degrees latitude (g = 980.6199 gals.).
 DS0144
 DS0144.The modeled gravity was interpolated from observed gravity values.
 DS0144
 DS0144;                    North         East    Units  Estimated Accuracy
 DS0144;SPC NM C     -   290,230.      506,880.      MT  (+/- 180 meters Scaled)
 DS0144
 DS0144                          SUPERSEDED SURVEY CONTROL
 DS0144
 DS0144  NGVD 29 (??/??/92) 1549.697  (m)         5084.30   (f) ADJ UNCH    2 0
 DS0144
 DS0144.Superseded values are not recommended for survey control.
 DS0144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0144.See file dsdata.txt to determine how the superseded data were derived.
 DS0144
 DS0144_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT909203(NAD 83)
 DS0144_MARKER: DB = BENCH MARK DISK
 DS0144_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0144_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0144_STAMPING: H 341 1969
 DS0144_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0144+STABILITY: SURFACE MOTION
 DS0144
 DS0144  HISTORY     - Date     Condition        Report By
 DS0144  HISTORY     - 1969     MONUMENTED       CGS
 DS0144
 DS0144                          STATION DESCRIPTION
 DS0144
 DS0144'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 DS0144'15.25 MI NW FROM OSCURO.
 DS0144'ABOUT 7.05 MILES NORTHWEST ALONG WHITE SANDS MISSILE RANGE ROUTE 12
 DS0144'FROM THE STORE AT OSCURO, THENCE 7.4 MILES NORTH ALONG WHITE SANDS
 DS0144'MISSILE RANGE ROUTE 11, THENCE 1.05 MILES WEST ALONG ROAD NUMBER 335,
 DS0144'130 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 2.6 FEET EAST OF A
 DS0144'METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 DS0144'CONCRETE POST WHICH PROJECTS 5 INCHES ABOVE THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0171 ***********************************************************************
 DS0171  DESIGNATION -  H 342
 DS0171  PID         -  DS0171
 DS0171  STATE/COUNTY-  NM/SOCORRO
 DS0171  USGS QUAD   -  GARDEN SPRING CANYON (1982)
 DS0171
 DS0171                         *CURRENT SURVEY CONTROL
 DS0171  ___________________________________________________________________
 DS0171* NAD 83(1986)-  33 46 39.     (N)    106 18 20.     (W)     SCALED    
 DS0171* NAVD 88     -      1925.785  (meters)    6318.18   (feet)  ADJUSTED  
 DS0171  ___________________________________________________________________
 DS0171  GEOID HEIGHT-         -21.11  (meters)                     GEOID03
 DS0171  DYNAMIC HT  -        1922.854 (meters)    6308.56  (feet)  COMP
 DS0171  MODELED GRAV-     979,045.6   (mgal)                       NAVD 88
 DS0171
 DS0171  VERT ORDER  -  SECOND    CLASS 0
 DS0171
 DS0171.The horizontal coordinates were scaled from a topographic map and have
 DS0171.an estimated accuracy of +/- 6 seconds.
 DS0171
 DS0171.The orthometric height was determined by differential leveling
 DS0171.and adjusted by the National Geodetic Survey in June 1991..
 DS0171
 DS0171.The geoid height was determined by GEOID03.
 DS0171
 DS0171.The dynamic height is computed by dividing the NAVD 88
 DS0171.geopotential number by the normal gravity value computed on the
 DS0171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0171.degrees latitude (g = 980.6199 gals.).
 DS0171
 DS0171.The modeled gravity was interpolated from observed gravity values.
 DS0171
 DS0171;                    North         East    Units  Estimated Accuracy
 DS0171;SPC NM C     -   307,980.      494,860.      MT  (+/- 180 meters Scaled)
 DS0171
 DS0171                          SUPERSEDED SURVEY CONTROL
 DS0171
 DS0171  NGVD 29 (??/??/92) 1924.943  (m)         6315.42   (f) ADJ UNCH    2 0
 DS0171
 DS0171.Superseded values are not recommended for survey control.
 DS0171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0171.See file dsdata.txt to determine how the superseded data were derived.
 DS0171
 DS0171_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT791382(NAD 83)
 DS0171_MARKER: DB = BENCH MARK DISK
 DS0171_SETTING: 66 = SET IN ROCK OUTCROP
 DS0171_SP_SET: OUTCROP
 DS0171_STAMPING: H 342 1969
 DS0171_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DS0171+STABILITY: POSITION/ELEVATION WELL
 DS0171
 DS0171  HISTORY     - Date     Condition        Report By
 DS0171  HISTORY     - 1969     MONUMENTED       CGS
 DS0171
 DS0171                          STATION DESCRIPTION
 DS0171
 DS0171'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 DS0171'32.7 MI NW FROM CARRIZOZO.
 DS0171'ABOUT 0.45 MILE NORTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 DS0171'THE STATION AT CARRIZOZO, THENCE 27.55 MILES NORTHWEST ALONG U.S.
 DS0171'HIGHWAY 380, THENCE 4.7 MILES SOUTHWEST ALONG WHITE SANDS MISSILE
 DS0171'RANGE ROUTE 9, IN SECTION 22, T 6 S, R 6 E, 33 FEET SOUTHWEST OF THE
 DS0171'CENTER LINE OF THE ROUTE, SET IN THE TOP OF A 6- X 4-FOOT ROCK
 DS0171'OUTCROP, 1.5 FEET SOUTH OF A METAL WITNESS POST, AND ABOUT 3 FEET
 DS0171'ABOVE THE LEVEL OF THE ROUTE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0298 ***********************************************************************
 DS0298  DESIGNATION -  H 343
 DS0298  PID         -  DS0298
 DS0298  STATE/COUNTY-  NM/LINCOLN
 DS0298  USGS QUAD   -  BULL GAP (1981)
 DS0298
 DS0298                         *CURRENT SURVEY CONTROL
 DS0298  ___________________________________________________________________
 DS0298* NAD 83(1986)-  33 32 24.     (N)    106 00 52.     (W)     SCALED    
 DS0298* NAVD 88     -      1568.819  (meters)    5147.03   (feet)  ADJUSTED  
 DS0298  ___________________________________________________________________
 DS0298  GEOID HEIGHT-         -20.86  (meters)                     GEOID03
 DS0298  DYNAMIC HT  -        1566.577 (meters)    5139.68  (feet)  COMP
 DS0298  MODELED GRAV-     979,151.9   (mgal)                       NAVD 88
 DS0298
 DS0298  VERT ORDER  -  FIRST     CLASS II
 DS0298
 DS0298.The horizontal coordinates were scaled from a topographic map and have
 DS0298.an estimated accuracy of +/- 6 seconds.
 DS0298
 DS0298.The orthometric height was determined by differential leveling
 DS0298.and adjusted by the National Geodetic Survey in June 1991..
 DS0298
 DS0298.The geoid height was determined by GEOID03.
 DS0298
 DS0298.The dynamic height is computed by dividing the NAVD 88
 DS0298.geopotential number by the normal gravity value computed on the
 DS0298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0298.degrees latitude (g = 980.6199 gals.).
 DS0298
 DS0298.The modeled gravity was interpolated from observed gravity values.
 DS0298
 DS0298;                    North         East    Units  Estimated Accuracy
 DS0298;SPC NM C     -   281,660.      521,880.      MT  (+/- 180 meters Scaled)
 DS0298
 DS0298                          SUPERSEDED SURVEY CONTROL
 DS0298
 DS0298  NGVD 29 (??/??/92) 1568.164  (m)         5144.88   (f) ADJ UNCH    1 2
 DS0298
 DS0298.Superseded values are not recommended for survey control.
 DS0298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0298.See file dsdata.txt to determine how the superseded data were derived.
 DS0298
 DS0298_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDT058116(NAD 83)
 DS0298_MARKER: DB = BENCH MARK DISK
 DS0298_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DS0298_SP_SET: BRIDGE
 DS0298_STAMPING: H 343 1969
 DS0298_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DS0298
 DS0298  HISTORY     - Date     Condition        Report By
 DS0298  HISTORY     - 1969     MONUMENTED       CGS
 DS0298  HISTORY     - 1980     GOOD             NGS
 DS0298
 DS0298                          STATION DESCRIPTION
 DS0298
 DS0298'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 DS0298'4.5 MI NE FROM OSCURO.
 DS0298'ABOUT 4.5 MILES NORTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD
 DS0298'FROM THE STORE AT OSCURO, IN SECTION 9, T 9 S, R 9 E, 2 1/2 POLES
 DS0298'SOUTHWEST OF MILEPOST 1429, 5 FEET NORTHWEST OF THE NORTHWEST RAIL,
 DS0298'SET IN THE TOP OF THE SOUTHWEST END OF THE NORTHWEST CONCRETE
 DS0298'RETAINING WALL OF A RAILROAD BRIDGE, AND ABOUT 1/2 FOOT BELOW THE
 DS0298'LEVEL OF THE TRACK.
 DS0298
 DS0298                          STATION RECOVERY (1980)
 DS0298
 DS0298'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DS0298'18.0 KM (11.15 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 54 FROM THE
 DS0298'JUNCTION OF U.S. HIGHWAYS 54 AND 380 IN CARRIZOZO, 2-1/2 POLES
 DS0298'SOUTHWEST OF RAILROAD MILEPOST 1429, IN TOP OF THE SOUTHWEST END
 DS0298'OF THE NORTHWEST CONCRETE RETAINING WALL OF A RAILROAD BRIDGE,
 DS0298'41.1 METERS (136.0 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 DS0298'1.5 METERS (5.0 FT) NORTHWEST OF THE NEAR RAIL OF THE SOUTHERN
 DS0298'PACIFIC RAILROAD AND 0.3 METER (1.0 FT ) NORTHEAST OF THE SOUTHWEST
 DS0298'END OF THE RETAINING WALL.
 DS0298'THE MARK IS 0.2 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0294 ***********************************************************************
 DS0294  DESIGNATION -  H 344
 DS0294  PID         -  DS0294
 DS0294  STATE/COUNTY-  NM/LINCOLN
 DS0294  USGS QUAD   -  BULL GAP SW (1981)
 DS0294
 DS0294                         *CURRENT SURVEY CONTROL
 DS0294  ___________________________________________________________________
 DS0294* NAD 83(1986)-  33 35 37.     (N)    106 13 30.     (W)     SCALED    
 DS0294* NAVD 88     -      1506.242  (meters)    4941.73   (feet)  ADJUSTED  
 DS0294  ___________________________________________________________________
 DS0294  GEOID HEIGHT-         -21.53  (meters)                     GEOID03
 DS0294  DYNAMIC HT  -        1504.064 (meters)    4934.58  (feet)  COMP
 DS0294  MODELED GRAV-     979,137.6   (mgal)                       NAVD 88
 DS0294
 DS0294  VERT ORDER  -  SECOND    CLASS 0
 DS0294
 DS0294.The horizontal coordinates were scaled from a topographic map and have
 DS0294.an estimated accuracy of +/- 6 seconds.
 DS0294
 DS0294.The orthometric height was determined by differential leveling
 DS0294.and adjusted by the National Geodetic Survey in June 1991..
 DS0294
 DS0294.The geoid height was determined by GEOID03.
 DS0294
 DS0294.The dynamic height is computed by dividing the NAVD 88
 DS0294.geopotential number by the normal gravity value computed on the
 DS0294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0294.degrees latitude (g = 980.6199 gals.).
 DS0294
 DS0294.The modeled gravity was interpolated from observed gravity values.
 DS0294
 DS0294;                    North         East    Units  Estimated Accuracy
 DS0294;SPC NM C     -   287,580.      502,320.      MT  (+/- 180 meters Scaled)
 DS0294
 DS0294                          SUPERSEDED SURVEY CONTROL
 DS0294
 DS0294  NGVD 29 (??/??/92) 1505.554  (m)         4939.47   (f) ADJ UNCH    2 0
 DS0294
 DS0294.Superseded values are not recommended for survey control.
 DS0294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0294.See file dsdata.txt to determine how the superseded data were derived.
 DS0294
 DS0294_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT863177(NAD 83)
 DS0294_MARKER: DB = BENCH MARK DISK
 DS0294_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0294_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0294_STAMPING: H 344 1969
 DS0294_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0294+STABILITY: SURFACE MOTION
 DS0294
 DS0294  HISTORY     - Date     Condition        Report By
 DS0294  HISTORY     - 1969     MONUMENTED       CGS
 DS0294
 DS0294                          STATION DESCRIPTION
 DS0294
 DS0294'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 DS0294'15.0 MI NW FROM OSCURO.
 DS0294'ABOUT 7.75 MILES NORTHWEST ALONG WHITE SANDS MISSILE RANGE ROUTE 12
 DS0294'FROM THE STORE AT OSCURO, THENCE 5.55 MILES NORTHWEST ALONG WHITE
 DS0294'SANDS MISSILE RANGE ROUTE 9, THENCE 1.7 MILES NORTHWEST ALONG ROAD
 DS0294'NUMBER 331, IN SECTION 21, T 8 S, R 7 E, 32 1/2 FEET NORTHEAST OF THE
 DS0294'CENTER LINE OF THE ROAD, 1.5 FEET SOUTHWEST OF A METAL WITNESS POST,
 DS0294'ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A
 DS0294'CONCRETE POST WHICH PROJECTS 6 INCHES ABOVE THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0635 ***********************************************************************
 CW0635  DESIGNATION -  H 345
 CW0635  PID         -  CW0635
 CW0635  STATE/COUNTY-  NM/EDDY
 CW0635  USGS QUAD   -  BLACK RIVER VILLAGE (1979)
 CW0635
 CW0635                         *CURRENT SURVEY CONTROL
 CW0635  ___________________________________________________________________
 CW0635* NAD 83(1986)-  32 11 26.     (N)    104 20 42.     (W)     SCALED    
 CW0635* NAVD 88     -      1074.487  (meters)    3525.21   (feet)  ADJUSTED  
 CW0635  ___________________________________________________________________
 CW0635  GEOID HEIGHT-         -24.43  (meters)                     GEOID03
 CW0635  DYNAMIC HT  -        1072.905 (meters)    3520.02  (feet)  COMP
 CW0635  MODELED GRAV-     979,131.2   (mgal)                       NAVD 88
 CW0635
 CW0635  VERT ORDER  -  FIRST     CLASS I
 CW0635
 CW0635.The horizontal coordinates were scaled from a topographic map and have
 CW0635.an estimated accuracy of +/- 6 seconds.
 CW0635
 CW0635.The orthometric height was determined by differential leveling
 CW0635.and adjusted by the National Geodetic Survey in June 1991..
 CW0635
 CW0635.The geoid height was determined by GEOID03.
 CW0635
 CW0635.The dynamic height is computed by dividing the NAVD 88
 CW0635.geopotential number by the normal gravity value computed on the
 CW0635.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0635.degrees latitude (g = 980.6199 gals.).
 CW0635
 CW0635.The modeled gravity was interpolated from observed gravity values.
 CW0635
 CW0635;                    North         East    Units  Estimated Accuracy
 CW0635;SPC NM E     -   132,000.      163,900.      MT  (+/- 180 meters Scaled)
 CW0635
 CW0635                          SUPERSEDED SURVEY CONTROL
 CW0635
 CW0635  NGVD 29 (??/??/92) 1073.965  (m)         3523.50   (f) ADJ UNCH    1 1
 CW0635
 CW0635.Superseded values are not recommended for survey control.
 CW0635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0635.See file dsdata.txt to determine how the superseded data were derived.
 CW0635
 CW0635_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SER617617(NAD 83)
 CW0635_MARKER: DB = BENCH MARK DISK
 CW0635_SETTING: 66 = SET IN ROCK OUTCROP
 CW0635_SP_SET: OUTCROP
 CW0635_STAMPING: H 345 1977
 CW0635_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CW0635+STABILITY: POSITION/ELEVATION WELL
 CW0635
 CW0635  HISTORY     - Date     Condition        Report By
 CW0635  HISTORY     - 1977     MONUMENTED       NGS
 CW0635
 CW0635                          STATION DESCRIPTION
 CW0635
 CW0635'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CW0635'2.05 MI NE FROM WHITES CITY.
 CW0635'2.05 MILES NORTHEAST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE
 CW0635'JUNCTION OF STATE HIGHWAY 7, 0.1 MILE SOUTHWEST OF HIGHWAY MILEPOST
 CW0635'18, 132 FT. SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 99.0 FT.
 CW0635'EAST-SOUTHEAST OF THE EAST CORNER OF THE SOUTHEAST CONCRETE HEAD WALL
 CW0635'OF A LARGE 2 CHANNEL CONCRETE BOX CULVERT, IN THE TOP OF THE
 CW0635'SOUTHWEST EDGE OF A LARGE OUTCROP WHICH PROJECTS ABOUT 2 FT. ABOVE
 CW0635'THE GROUND, 34 FT. SOUTHWEST OF AN ANGLE IN THE RIGHT OF WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0484 ***********************************************************************
 CV0484  DESIGNATION -  H 346
 CV0484  PID         -  CV0484
 CV0484  STATE/COUNTY-  NM/EDDY
 CV0484  USGS QUAD   -  TOWER HILL SOUTH (1985)
 CV0484
 CV0484                         *CURRENT SURVEY CONTROL
 CV0484  ___________________________________________________________________
 CV0484* NAD 83(1986)-  32 25 00.     (N)    103 58 32.     (W)     SCALED    
 CV0484* NAVD 88     -      1025.402  (meters)    3364.17   (feet)  ADJUSTED  
 CV0484  ___________________________________________________________________
 CV0484  GEOID HEIGHT-         -24.43  (meters)                     GEOID03
 CV0484  DYNAMIC HT  -        1023.932 (meters)    3359.35  (feet)  COMP
 CV0484  MODELED GRAV-     979,169.9   (mgal)                       NAVD 88
 CV0484
 CV0484  VERT ORDER  -  FIRST     CLASS I
 CV0484
 CV0484.The horizontal coordinates were scaled from a topographic map and have
 CV0484.an estimated accuracy of +/- 6 seconds.
 CV0484
 CV0484.The orthometric height was determined by differential leveling
 CV0484.and adjusted by the National Geodetic Survey in June 1991..
 CV0484
 CV0484.The geoid height was determined by GEOID03.
 CV0484
 CV0484.The dynamic height is computed by dividing the NAVD 88
 CV0484.geopotential number by the normal gravity value computed on the
 CV0484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0484.degrees latitude (g = 980.6199 gals.).
 CV0484
 CV0484.The modeled gravity was interpolated from observed gravity values.
 CV0484
 CV0484;                    North         East    Units  Estimated Accuracy
 CV0484;SPC NM E     -   157,130.      198,650.      MT  (+/- 180 meters Scaled)
 CV0484
 CV0484                          SUPERSEDED SURVEY CONTROL
 CV0484
 CV0484  NGVD 29 (??/??/92) 1024.911  (m)         3362.56   (f) ADJ UNCH    1 1
 CV0484
 CV0484.Superseded values are not recommended for survey control.
 CV0484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0484.See file dsdata.txt to determine how the superseded data were derived.
 CV0484
 CV0484_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SER963870(NAD 83)
 CV0484_MARKER: DB = BENCH MARK DISK
 CV0484_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CV0484_SP_SET: 13 FT.
 CV0484_STAMPING: H 346 1977
 CV0484_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CV0484
 CV0484  HISTORY     - Date     Condition        Report By
 CV0484  HISTORY     - 1977     MONUMENTED       NGS
 CV0484  HISTORY     - 1981     GOOD             NGS
 CV0484
 CV0484                          STATION DESCRIPTION
 CV0484
 CV0484'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CV0484'15.0 MI EAST FROM CARLSBAD.
 CV0484'2.45 MILES NORTHEAST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE EAST END
 CV0484'OF THE BATAAN BRIDGE OVER THE PECOS RIVER, THENCE 12.55 MILES EAST
 CV0484'ALONG A PIPE LINE ROAD, 0.2 MILE EAST OF A SUMMIT IN THE ROAD,
 CV0484'32 FT. NORTH OF THE CENTER LINE OF THE ROAD, 4.5 FT. EAST OF A POWER
 CV0484'LINE POLE, THE DISK IS FLUSH WITH THE GROUND, ACCESS TO WHICH IS HAD
 CV0484'THROUGH A 4-INCH PLASTIC SCREW PLUG FLUSH WITH THE GROUND, 0.25 MILE
 CV0484'WEST OF A CONCRETE WATER TANK ON THE SOUTH SIDE OF THE ROAD.
 CV0484
 CV0484                          STATION RECOVERY (1981)
 CV0484
 CV0484'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CV0484'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0509 ***********************************************************************
 CV0509  DESIGNATION -  H 347
 CV0509  PID         -  CV0509
 CV0509  STATE/COUNTY-  NM/EDDY
 CV0509  USGS QUAD   -  LOS MEDANOS (1985)
 CV0509
 CV0509                         *CURRENT SURVEY CONTROL
 CV0509  ___________________________________________________________________
 CV0509* NAD 83(1986)-  32 22 14.     (N)    103 50 28.     (W)     SCALED    
 CV0509* NAVD 88     -      1024.297  (meters)    3360.55   (feet)  ADJUSTED  
 CV0509  ___________________________________________________________________
 CV0509  GEOID HEIGHT-         -24.49  (meters)                     GEOID03
 CV0509  DYNAMIC HT  -        1022.820 (meters)    3355.70  (feet)  COMP
 CV0509  MODELED GRAV-     979,163.0   (mgal)                       NAVD 88
 CV0509
 CV0509  VERT ORDER  -  FIRST     CLASS I
 CV0509
 CV0509.The horizontal coordinates were scaled from a topographic map and have
 CV0509.an estimated accuracy of +/- 6 seconds.
 CV0509
 CV0509.The orthometric height was determined by differential leveling
 CV0509.and adjusted by the National Geodetic Survey in June 1991..
 CV0509
 CV0509.The geoid height was determined by GEOID03.
 CV0509
 CV0509.The dynamic height is computed by dividing the NAVD 88
 CV0509.geopotential number by the normal gravity value computed on the
 CV0509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0509.degrees latitude (g = 980.6199 gals.).
 CV0509
 CV0509.The modeled gravity was interpolated from observed gravity values.
 CV0509
 CV0509;                    North         East    Units  Estimated Accuracy
 CV0509;SPC NM E     -   152,060.      211,320.      MT  (+/- 180 meters Scaled)
 CV0509
 CV0509                          SUPERSEDED SURVEY CONTROL
 CV0509
 CV0509  NGVD 29 (??/??/92) 1023.803  (m)         3358.93   (f) ADJ UNCH    1 1
 CV0509
 CV0509.Superseded values are not recommended for survey control.
 CV0509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0509.See file dsdata.txt to determine how the superseded data were derived.
 CV0509
 CV0509_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFR090821(NAD 83)
 CV0509_MARKER: DB = BENCH MARK DISK
 CV0509_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CV0509_SP_SET: 10 FT.
 CV0509_STAMPING: H 347 1977
 CV0509_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CV0509
 CV0509  HISTORY     - Date     Condition        Report By
 CV0509  HISTORY     - 1977     MONUMENTED       NGS
 CV0509  HISTORY     - 1981     GOOD             NGS
 CV0509
 CV0509                          STATION DESCRIPTION
 CV0509
 CV0509'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CV0509'35.45 MI EAST FROM CARLSBAD.
 CV0509'17.2 MILES NORTHEAST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE EAST END
 CV0509'OF THE BATAAN BRIDGE OVER THE PECOS RIVER, THENCE 7.8 MILES SOUTH
 CV0509'ALONG STATE HIGHWAY 31, THENCE 5.05 MILES EAST ALONG A DIRT ROAD,
 CV0509'THENCE 3.7 MILES SOUTH ALONG A DIRT ROAD, THENCE 1.5 MILES EAST
 CV0509'ALONG A PIPE LINE ROAD, THENCE 0.2 MILE SOUTH ALONG A DIRT ROAD TO
 CV0509'ERDA POTASH HOLE P 14, AT THE NORTH EDGE OF THE DIRT PAD OF
 CV0509'THE DRILL HOLE, 78 FT. WEST OF THE CENTER LINE OF THE ROAD, 80.4 FT.
 CV0509'NORTH OF THE CENTER OF THE 5-INCH WELL CASING OF THE WELL, THE DISK
 CV0509'IS 3 INCHES BELOW THE LEVEL OF THE GROUND, ACCESS TO WHICH IS HAD
 CV0509'THROUGH A 4-INCH PLASTIC SCREW PLUG FLUSH WITH THE GROUND.
 CV0509
 CV0509                          STATION RECOVERY (1981)
 CV0509
 CV0509'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CV0509'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0523 ***********************************************************************
 CV0523  DESIGNATION -  H 348
 CV0523  PID         -  CV0523
 CV0523  STATE/COUNTY-  NM/EDDY
 CV0523  USGS QUAD   -  THE DIVIDE (1984)
 CV0523
 CV0523                         *CURRENT SURVEY CONTROL
 CV0523  ___________________________________________________________________
 CV0523* NAD 83(1986)-  32 24 18.     (N)    103 43 19.     (W)     SCALED    
 CV0523* NAVD 88     -      1110.219  (meters)    3642.44   (feet)  ADJUSTED  
 CV0523  ___________________________________________________________________
 CV0523  GEOID HEIGHT-         -24.07  (meters)                     GEOID03
 CV0523  DYNAMIC HT  -        1108.614 (meters)    3637.18  (feet)  COMP
 CV0523  MODELED GRAV-     979,155.0   (mgal)                       NAVD 88
 CV0523
 CV0523  VERT ORDER  -  FIRST     CLASS I
 CV0523
 CV0523.The horizontal coordinates were scaled from a topographic map and have
 CV0523.an estimated accuracy of +/- 6 seconds.
 CV0523
 CV0523.The orthometric height was determined by differential leveling
 CV0523.and adjusted by the National Geodetic Survey in June 1991..
 CV0523
 CV0523.The geoid height was determined by GEOID03.
 CV0523
 CV0523.The dynamic height is computed by dividing the NAVD 88
 CV0523.geopotential number by the normal gravity value computed on the
 CV0523.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0523.degrees latitude (g = 980.6199 gals.).
 CV0523
 CV0523.The modeled gravity was interpolated from observed gravity values.
 CV0523
 CV0523;                    North         East    Units  Estimated Accuracy
 CV0523;SPC NM E     -   155,940.      222,510.      MT  (+/- 180 meters Scaled)
 CV0523
 CV0523                          SUPERSEDED SURVEY CONTROL
 CV0523
 CV0523  NGVD 29 (??/??/92) 1109.718  (m)         3640.80   (f) ADJ UNCH    1 1
 CV0523
 CV0523.Superseded values are not recommended for survey control.
 CV0523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0523.See file dsdata.txt to determine how the superseded data were derived.
 CV0523
 CV0523_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFR201860(NAD 83)
 CV0523_MARKER: DB = BENCH MARK DISK
 CV0523_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CV0523_SP_SET: 7 FT.
 CV0523_STAMPING: H 348 1977
 CV0523_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CV0523
 CV0523  HISTORY     - Date     Condition        Report By
 CV0523  HISTORY     - 1977     MONUMENTED       NGS
 CV0523  HISTORY     - 1981     GOOD             NGS
 CV0523
 CV0523                          STATION DESCRIPTION
 CV0523
 CV0523'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CV0523'42.55 MI EAST FROM CARLSBAD.
 CV0523'17.2 MILES NORTHEAST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE EAST END
 CV0523'OF THE BATAAN BRIDGE OVER THE PEOCS RIVER, THENCE 7.8 MILES SOUTH
 CV0523'ALONG STATE HIGHWAY 31, THENCE 5.05 MILES EAST ALONG A DIRT ROAD,
 CV0523'THENCE 3.7 MILES SOUTH ALONG A DIRT ROAD, THENCE 8.8 MILES EAST
 CV0523'ALONG A PIPE LINE ROAD, AT THE JUNCTION OF DIRT ROADS, 26 FT. SOUTH
 CV0523'OF THE CENTER LINE OF THE ROAD, 76 FT. EAST OF THE CENTER LINE OF THE
 CV0523'ROAD LEADING SOUTH, 39.6 FT. SOUTHWEST OF THE SOUTH END OF A GATE
 CV0523'ACROSS THE ROAD, 28.2 FT. WEST OF A FENCE, THE DISK IS 0.5 FT. BELOW
 CV0523'THE LEVEL OF THE GROUND, ACCESS TO WHICH IS HAD THROUGH A 4-INCH
 CV0523'PLASTIC SCREW PLUG WHICH IS FLUSH WITH THE GROUND.
 CV0523
 CV0523                          STATION RECOVERY (1981)
 CV0523
 CV0523'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CV0523'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0605 ***********************************************************************
 CV0605  DESIGNATION -  H 349
 CV0605  PID         -  CV0605
 CV0605  STATE/COUNTY-  NM/EDDY
 CV0605  USGS QUAD   -  LOS MEDANOS (1985)
 CV0605
 CV0605                         *CURRENT SURVEY CONTROL
 CV0605  ___________________________________________________________________
 CV0605* NAD 83(1986)-  32 21 16.     (N)    103 48 21.     (W)     SCALED    
 CV0605* NAVD 88     -      1020.471  (meters)    3348.00   (feet)  ADJUSTED  
 CV0605  ___________________________________________________________________
 CV0605  GEOID HEIGHT-         -24.49  (meters)                     GEOID03
 CV0605  DYNAMIC HT  -        1018.994 (meters)    3343.15  (feet)  COMP
 CV0605  MODELED GRAV-     979,157.8   (mgal)                       NAVD 88
 CV0605
 CV0605  VERT ORDER  -  FIRST     CLASS I
 CV0605
 CV0605.The horizontal coordinates were scaled from a topographic map and have
 CV0605.an estimated accuracy of +/- 6 seconds.
 CV0605
 CV0605.The orthometric height was determined by differential leveling
 CV0605.and adjusted by the National Geodetic Survey in June 1991..
 CV0605.WARNING-Repeat measurements at this control monument indicate possible
 CV0605.vertical movement.
 CV0605
 CV0605.The geoid height was determined by GEOID03.
 CV0605
 CV0605.The dynamic height is computed by dividing the NAVD 88
 CV0605.geopotential number by the normal gravity value computed on the
 CV0605.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0605.degrees latitude (g = 980.6199 gals.).
 CV0605
 CV0605.The modeled gravity was interpolated from observed gravity values.
 CV0605
 CV0605;                    North         East    Units  Estimated Accuracy
 CV0605;SPC NM E     -   150,290.      214,650.      MT  (+/- 180 meters Scaled)
 CV0605
 CV0605                          SUPERSEDED SURVEY CONTROL
 CV0605
 CV0605  NGVD 29 (??/??/92) 1019.970  (m)         3346.35   (f) ADJ UNCH    1 1
 CV0605
 CV0605.Superseded values are not recommended for survey control.
 CV0605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0605.See file dsdata.txt to determine how the superseded data were derived.
 CV0605
 CV0605_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFR123803(NAD 83)
 CV0605_MARKER: DB = BENCH MARK DISK
 CV0605_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CV0605_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CV0605_STAMPING: H 349 1977
 CV0605_MARK LOGO: NGS   
 CV0605_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CV0605
 CV0605  HISTORY     - Date     Condition        Report By
 CV0605  HISTORY     - 1977     MONUMENTED       NGS
 CV0605  HISTORY     - 1981     GOOD             NGS
 CV0605  HISTORY     - 1983     GOOD             NGS
 CV0605
 CV0605                          STATION DESCRIPTION
 CV0605
 CV0605'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CV0605'45.6 MI EAST FROM CARLSBAD.
 CV0605'17.2 MILES NORTHEAST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE EAST END
 CV0605'OF THE BATAAN BRIDGE OVER THE PECOS RIVER, THENCE 14.95 MILES SOUTH
 CV0605'ALONG STATE HIGHWAY 31, THENCE 10.2 MILES EAST ALONG STATE HIGHWAY
 CV0605'128, THENCE 1.05 MILES NORTH ALONG A DIRT ROAD, THENCE 0.35 MILE EAST
 CV0605'ALONG A DIRT ROAD, THENCE 0.55 MILE NORTH ALONG A DIRT ROAD, THENCE
 CV0605'0.65 MILE NORTHEAST ALONG A DIRT ROAD, THENCE 0.65 MILE EAST ALONG
 CV0605'A DIRT ROAD, 0.1 MILE WEST OF A STEEL CATTLEGUARD, AT THE JUNCTION OF
 CV0605'A DIRT ROAD LEADING NORTH TO A DIRT PAD FOR ERDA POTASH DRILL HOLE
 CV0605'P 1, 241 FT. NORTH OF THE CENTER LINE OF THE ROAD, 40 FT. EAST OF THE
 CV0605'EXTENDED CENTER LINE OF THE ENTRANCE ROAD, A DISK CEMENTED IN THE TOP
 CV0605'OF A 3-INCH IRON PIPE WHICK PROJECTS 1.1 FT. ABOVE THE GROUND.
 CV0605
 CV0605                          STATION RECOVERY (1981)
 CV0605
 CV0605'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CV0605'RECOVERED IN GOOD CONDITION.
 CV0605
 CV0605                          STATION RECOVERY (1983)
 CV0605
 CV0605'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CV0605'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0310 ***********************************************************************
 DQ0310  DESIGNATION -  H 35
 DQ0310  PID         -  DQ0310
 DQ0310  STATE/COUNTY-  NM/LEA
 DQ0310  USGS QUAD   -  TATUM NORTH (1970)
 DQ0310
 DQ0310                         *CURRENT SURVEY CONTROL
 DQ0310  ___________________________________________________________________
 DQ0310* NAD 83(1986)-  33 18 02.     (N)    103 19 03.     (W)     SCALED    
 DQ0310* NAVD 88     -      1227.918  (meters)    4028.59   (feet)  ADJUSTED  
 DQ0310  ___________________________________________________________________
 DQ0310  GEOID HEIGHT-         -21.97  (meters)                     GEOID03
 DQ0310  DYNAMIC HT  -        1226.265 (meters)    4023.17  (feet)  COMP
 DQ0310  MODELED GRAV-     979,247.6   (mgal)                       NAVD 88
 DQ0310
 DQ0310  VERT ORDER  -  SECOND    CLASS 0
 DQ0310
 DQ0310.The horizontal coordinates were scaled from a topographic map and have
 DQ0310.an estimated accuracy of +/- 6 seconds.
 DQ0310
 DQ0310.The orthometric height was determined by differential leveling
 DQ0310.and adjusted by the National Geodetic Survey in June 1991..
 DQ0310
 DQ0310.The geoid height was determined by GEOID03.
 DQ0310
 DQ0310.The dynamic height is computed by dividing the NAVD 88
 DQ0310.geopotential number by the normal gravity value computed on the
 DQ0310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0310.degrees latitude (g = 980.6199 gals.).
 DQ0310
 DQ0310.The modeled gravity was interpolated from observed gravity values.
 DQ0310
 DQ0310;                    North         East    Units  Estimated Accuracy
 DQ0310;SPC NM E     -   255,550.      259,600.      MT  (+/- 180 meters Scaled)
 DQ0310
 DQ0310                          SUPERSEDED SURVEY CONTROL
 DQ0310
 DQ0310  NGVD 29 (??/??/92) 1227.466  (m)         4027.11   (f) ADJ UNCH    2 0
 DQ0310
 DQ0310.Superseded values are not recommended for survey control.
 DQ0310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0310.See file dsdata.txt to determine how the superseded data were derived.
 DQ0310
 DQ0310_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFS566858(NAD 83)
 DQ0310_MARKER: DD = SURVEY DISK
 DQ0310_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0310_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DQ0310_STAMPING: H-35 1930
 DQ0310_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0310+STABILITY: SURFACE MOTION
 DQ0310
 DQ0310  HISTORY     - Date     Condition        Report By
 DQ0310  HISTORY     - 1930     MONUMENTED       USGS
 DQ0310  HISTORY     - 1935     GOOD             NGS
 DQ0310  HISTORY     - 1939     GOOD             NGS
 DQ0310
 DQ0310                          STATION DESCRIPTION
 DQ0310
 DQ0310'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DQ0310'3.1 MI N FROM TATUM.
 DQ0310'3.1 N. ALONG STATE NO. 18 AT AN ANGLE IN ROAD FROM N.W. TO N., 900 FT.
 DQ0310'S.W. OF A WINDMILL, 35 FT. W. OF THE CENTER LINE OF HWY., AND ABOUT 3
 DQ0310'FT. E. OF THE FENCE LINE.
 DQ0310
 DQ0310                          STATION RECOVERY (1939)
 DQ0310
 DQ0310'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1939
 DQ0310'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0522 ***********************************************************************
 GM0522  DESIGNATION -  H 35
 GM0522  PID         -  GM0522
 GM0522  STATE/COUNTY-  NM/TAOS
 GM0522  USGS QUAD   -  ARROYO HONDO (1995)
 GM0522
 GM0522                         *CURRENT SURVEY CONTROL
 GM0522  ___________________________________________________________________
 GM0522* NAD 83(1986)-  36 32 06.     (N)    105 40 01.     (W)     SCALED    
 GM0522* NAVD 88     -      2066.096  (meters)    6778.52   (feet)  ADJUSTED  
 GM0522  ___________________________________________________________________
 GM0522  GEOID HEIGHT-         -17.69  (meters)                     GEOID03
 GM0522  DYNAMIC HT  -        2063.251 (meters)    6769.18  (feet)  COMP
 GM0522  MODELED GRAV-     979,181.8   (mgal)                       NAVD 88
 GM0522
 GM0522  VERT ORDER  -  SECOND    CLASS 0
 GM0522
 GM0522.The horizontal coordinates were scaled from a topographic map and have
 GM0522.an estimated accuracy of +/- 6 seconds.
 GM0522
 GM0522.The orthometric height was determined by differential leveling
 GM0522.and adjusted by the National Geodetic Survey in June 1991..
 GM0522
 GM0522.The geoid height was determined by GEOID03.
 GM0522
 GM0522.The dynamic height is computed by dividing the NAVD 88
 GM0522.geopotential number by the normal gravity value computed on the
 GM0522.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GM0522.degrees latitude (g = 980.6199 gals.).
 GM0522
 GM0522.The modeled gravity was interpolated from observed gravity values.
 GM0522
 GM0522;                    North         East    Units  Estimated Accuracy
 GM0522;SPC NM C     -   614,030.      552,210.      MT  (+/- 180 meters Scaled)
 GM0522
 GM0522                          SUPERSEDED SURVEY CONTROL
 GM0522
 GM0522  NGVD 29 (??/??/92) 2064.906  (m)         6774.61   (f) ADJ UNCH    2 0
 GM0522
 GM0522.Superseded values are not recommended for survey control.
 GM0522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0522.See file dsdata.txt to determine how the superseded data were derived.
 GM0522
 GM0522_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDA402434(NAD 83)
 GM0522_MARKER: DD = SURVEY DISK
 GM0522_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GM0522_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GM0522_STAMPING: H 35 1927
 GM0522_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GM0522+STABILITY: SURFACE MOTION
 GM0522
 GM0522  HISTORY     - Date     Condition        Report By
 GM0522  HISTORY     - 1927     MONUMENTED       USGS
 GM0522  HISTORY     - 1934     GOOD             NGS
 GM0522
 GM0522                          STATION DESCRIPTION
 GM0522
 GM0522'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GM0522'IN ARROYO HONDO.
 GM0522'AT ARROYO HONDO, TAOS COUNTY, 100 FEET NORTH OF THE BRIDGE OVER RIO
 GM0522'HONDO RIVER, AT A ROAD FORK, AND 8 FEET NORTH OF A FENCE.  A UNITED
 GM0522'STATES GEOLOGICAL SURVEY STANDARD DISK, SET IN THE TOP OF A CONCRETE
 GM0522'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0568 ***********************************************************************
 CV0568  DESIGNATION -  H 350
 CV0568  PID         -  CV0568
 CV0568  STATE/COUNTY-  NM/EDDY
 CV0568  USGS QUAD   -  REMUDA BASIN (1985)
 CV0568
 CV0568                         *CURRENT SURVEY CONTROL
 CV0568  ___________________________________________________________________
 CV0568* NAD 83(1986)-  32 17 02.     (N)    103 55 58.     (W)     SCALED    
 CV0568* NAVD 88     -       960.989  (meters)    3152.84   (feet)  ADJUSTED  
 CV0568  ___________________________________________________________________
 CV0568  GEOID HEIGHT-         -24.95  (meters)                     GEOID03
 CV0568  DYNAMIC HT  -         959.607 (meters)    3148.31  (feet)  COMP
 CV0568  MODELED GRAV-     979,169.0   (mgal)                       NAVD 88
 CV0568
 CV0568  VERT ORDER  -  FIRST     CLASS I
 CV0568
 CV0568.The horizontal coordinates were scaled from a topographic map and have
 CV0568.an estimated accuracy of +/- 6 seconds.
 CV0568
 CV0568.The orthometric height was determined by differential leveling
 CV0568.and adjusted by the National Geodetic Survey in June 1991..
 CV0568
 CV0568.The geoid height was determined by GEOID03.
 CV0568
 CV0568.The dynamic height is computed by dividing the NAVD 88
 CV0568.geopotential number by the normal gravity value computed on the
 CV0568.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0568.degrees latitude (g = 980.6199 gals.).
 CV0568
 CV0568.The modeled gravity was interpolated from observed gravity values.
 CV0568
 CV0568;                    North         East    Units  Estimated Accuracy
 CV0568;SPC NM E     -   142,420.      202,730.      MT  (+/- 180 meters Scaled)
 CV0568
 CV0568                          SUPERSEDED SURVEY CONTROL
 CV0568
 CV0568  NGVD 29 (??/??/92)  960.503  (m)         3151.25   (f) ADJ UNCH    1 1
 CV0568
 CV0568.Superseded values are not recommended for survey control.
 CV0568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0568.See file dsdata.txt to determine how the superseded data were derived.
 CV0568
 CV0568_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFR004724(NAD 83)
 CV0568_MARKER: DB = BENCH MARK DISK
 CV0568_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CV0568_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CV0568_STAMPING: H 350 1977
 CV0568_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CV0568
 CV0568  HISTORY     - Date     Condition        Report By
 CV0568  HISTORY     - 1977     MONUMENTED       NGS
 CV0568  HISTORY     - 1981     GOOD             NGS
 CV0568
 CV0568                          STATION DESCRIPTION
 CV0568
 CV0568'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CV0568'40.4 MI EAST FROM CARLSBAD.
 CV0568'17.2 MILES NORTHEAST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE EAST END
 CV0568'OF THE BATAAN BRIDGE OVER THE PECOS RIVER, THENCE 14.95 MILES SOUTH
 CV0568'ALONG STATE HIGHWAY 31, THENCE 4.25 MILES EAST ALONG STATE HIGHWAY
 CV0568'128, THENCE 4.0 MILES SOUTH ALONG A DIRT ROAD, ON THE TOP OF THE FIRST
 CV0568'RIDGE SOUTH OF BENCH MARK G 350, ABOUT 300 FT. SOUTH-SOUTHEAST OF
 CV0568'BENCH MARK G 350, ABOUT 1000 FT. EAST OF THE CENTER LINE OF THE ROAD,
 CV0568'A DISK CEMENTED IN THE TOP OF A 4 FT. DEEP, 4-INCH IRON PIPE, WHICH IS
 CV0568'FILLED WITH CONCRETE AND PROJECTS 1.5 FT. ABOVE THE GROUND.
 CV0568
 CV0568                          STATION RECOVERY (1981)
 CV0568
 CV0568'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CV0568'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0547 ***********************************************************************
 CV0547  DESIGNATION -  H 351
 CV0547  PID         -  CV0547
 CV0547  STATE/COUNTY-  NM/EDDY
 CV0547  USGS QUAD   -  TOWER HILL SOUTH (1985)
 CV0547
 CV0547                         *CURRENT SURVEY CONTROL
 CV0547  ___________________________________________________________________
 CV0547* NAD 83(1986)-  32 27 44.     (N)    103 52 56.     (W)     SCALED    
 CV0547* NAVD 88     -       961.640  (meters)    3154.98   (feet)  ADJUSTED  
 CV0547  ___________________________________________________________________
 CV0547  GEOID HEIGHT-         -24.15  (meters)                     GEOID03
 CV0547  DYNAMIC HT  -         960.273 (meters)    3150.50  (feet)  COMP
 CV0547  MODELED GRAV-     979,184.5   (mgal)                       NAVD 88
 CV0547
 CV0547  VERT ORDER  -  FIRST     CLASS I
 CV0547
 CV0547.The horizontal coordinates were scaled from a topographic map and have
 CV0547.an estimated accuracy of +/- 6 seconds.
 CV0547
 CV0547.The orthometric height was determined by differential leveling
 CV0547.and adjusted by the National Geodetic Survey in June 1991..
 CV0547
 CV0547.The geoid height was determined by GEOID03.
 CV0547
 CV0547.The dynamic height is computed by dividing the NAVD 88
 CV0547.geopotential number by the normal gravity value computed on the
 CV0547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0547.degrees latitude (g = 980.6199 gals.).
 CV0547
 CV0547.The modeled gravity was interpolated from observed gravity values.
 CV0547
 CV0547;                    North         East    Units  Estimated Accuracy
 CV0547;SPC NM E     -   162,210.      207,410.      MT  (+/- 180 meters Scaled)
 CV0547
 CV0547                          SUPERSEDED SURVEY CONTROL
 CV0547
 CV0547  NGVD 29 (??/??/92)  961.155  (m)         3153.39   (f) ADJ UNCH    1 1
 CV0547
 CV0547.Superseded values are not recommended for survey control.
 CV0547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0547.See file dsdata.txt to determine how the superseded data were derived.
 CV0547
 CV0547_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFR050922(NAD 83)
 CV0547_MARKER: DB = BENCH MARK DISK
 CV0547_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CV0547_SP_SET: 30 FT.
 CV0547_STAMPING: H 351 1977
 CV0547_MARK LOGO: NGS   
 CV0547_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CV0547
 CV0547  HISTORY     - Date     Condition        Report By
 CV0547  HISTORY     - 1977     MONUMENTED       NGS
 CV0547  HISTORY     - 1981     GOOD             NGS
 CV0547
 CV0547                          STATION DESCRIPTION
 CV0547
 CV0547'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CV0547'25.25 MI EAST FROM CARLSBAD.
 CV0547'19.6 MILES NORTHEAST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE EAST END
 CV0547'OF THE BATAAN BRIDGE OVER THE PECOS RIVER, THENCE 5.4 MILES SOUTHEAST
 CV0547'ALONG A DIRT ROAD, THENCE 0.25 MILE SOUTHWEST ALONG A DIRT TRACK
 CV0547'ROAD TO EARTH STOCK TANKS, 0.15 MILE NORTHEAST OF THE TANKS, 127 FT.
 CV0547'SOUTHEAST OF THE CENTER LINE OF THE ROAD, 94 FT. SOUTHEAST OF THE
 CV0547'CENTER OF A LOW DIRT RIDGE ALONG THE SOUTHEAST SIDE OF THE ROAD, ABOUT
 CV0547'150 FT. NORTHWEST OF THE CENTER OF A WIDE, SHALLOW, WASH, THE DISK IS
 CV0547'0.6 FT. BELOW THE LEVEL OF THE GROUND, ACCESS TO WHICH IS HAD THROUGH
 CV0547'A 4-INCH PLASTIC SCREW PLUG WHICH PROJECTS 0.3 FT. ABOVE THE GROUND.
 CV0547
 CV0547                          STATION RECOVERY (1981)
 CV0547
 CV0547'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CV0547'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0644 ***********************************************************************
 CV0644  DESIGNATION -  H 352
 CV0644  PID         -  CV0644
 CV0644  STATE/COUNTY-  NM/LEA
 CV0644  USGS QUAD   -  LAGUNA GATUNA (1984)
 CV0644
 CV0644                         *CURRENT SURVEY CONTROL
 CV0644  ___________________________________________________________________
 CV0644* NAD 83(1986)-  32 32 14.     (N)    103 43 42.     (W)     SCALED    
 CV0644* NAVD 88     -      1089.621  (meters)    3574.86   (feet)  ADJUSTED  
 CV0644  ___________________________________________________________________
 CV0644  GEOID HEIGHT-         -23.46  (meters)                     GEOID03
 CV0644  DYNAMIC HT  -        1088.075 (meters)    3569.79  (feet)  COMP
 CV0644  MODELED GRAV-     979,181.9   (mgal)                       NAVD 88
 CV0644
 CV0644  VERT ORDER  -  FIRST     CLASS I
 CV0644
 CV0644.The horizontal coordinates were scaled from a topographic map and have
 CV0644.an estimated accuracy of +/- 6 seconds.
 CV0644
 CV0644.The orthometric height was determined by differential leveling
 CV0644.and adjusted by the National Geodetic Survey in June 1991..
 CV0644
 CV0644.The geoid height was determined by GEOID03.
 CV0644
 CV0644.The dynamic height is computed by dividing the NAVD 88
 CV0644.geopotential number by the normal gravity value computed on the
 CV0644.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0644.degrees latitude (g = 980.6199 gals.).
 CV0644
 CV0644.The modeled gravity was interpolated from observed gravity values.
 CV0644
 CV0644;                    North         East    Units  Estimated Accuracy
 CV0644;SPC NM E     -   170,600.      221,830.      MT  (+/- 180 meters Scaled)
 CV0644
 CV0644                          SUPERSEDED SURVEY CONTROL
 CV0644
 CV0644  NGVD 29 (??/??/92) 1089.134  (m)         3573.27   (f) ADJ UNCH    1 1
 CV0644
 CV0644.Superseded values are not recommended for survey control.
 CV0644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0644.See file dsdata.txt to determine how the superseded data were derived.
 CV0644
 CV0644_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFS194006(NAD 83)
 CV0644_MARKER: DB = BENCH MARK DISK
 CV0644_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CV0644_SP_SET: 5 FT.
 CV0644_STAMPING: H 352 1977
 CV0644_MARK LOGO: NGS   
 CV0644_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CV0644
 CV0644  HISTORY     - Date     Condition        Report By
 CV0644  HISTORY     - 1977     MONUMENTED       NGS
 CV0644  HISTORY     - 1982     GOOD             NGS
 CV0644
 CV0644                          STATION DESCRIPTION
 CV0644
 CV0644'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CV0644'32.55 MI NE FROM CARLSBAD.
 CV0644'31.05 MILES NORTHEAST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE EAST END
 CV0644'OF THE BATAAN BRIDGE OVER THE PECOS RIVER, THENCE 0.4 MILE SOUTH
 CV0644'ALONG A DIRT ROAD, THENCE 1.1 MILES EAST-SOUTHEAST ALONG A TRACK ROAD
 CV0644'ALONG A FENCE LINE, 0.1 MILE WEST-NORTHWEST OF A GATE IN THE FENCE
 CV0644'LINE, 11.5 FT. SOUTH-SOUTHWEST OF THE CENTER LINE OF THE ROAD, 143.4
 CV0644'FT. NORTH-NORTHEAST OF IRON PIPE SECTION CORNER MARKER R32E T20S S26
 CV0644'S25 S35 S36, 2.0 FT. NORTH-NORTHEAST OF A FENCE, THE DISK IS 6 INCHES
 CV0644'BELOW THE LEVEL OF THE GROUND, ACCESS TO WHICH IS HAD THROUGH A
 CV0644'4-INCH PLASTIC SCREW PLUG WHICH PROJECTS 4 INCHES ABOVE THE GROUND,
 CV0644'1.1 MILES EAST-SOUTHEAST OF BENCH MARK G 352.
 CV0644
 CV0644                          STATION RECOVERY (1982)
 CV0644
 CV0644'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CV0644'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0653 ***********************************************************************
 CV0653  DESIGNATION -  H 353
 CV0653  PID         -  CV0653
 CV0653  STATE/COUNTY-  NM/LEA
 CV0653  USGS QUAD   -  EUNICE (1979)
 CV0653
 CV0653                         *CURRENT SURVEY CONTROL
 CV0653  ___________________________________________________________________
 CV0653* NAD 83(1986)-  32 23 55.     (N)    103 11 30.     (W)     SCALED    
 CV0653* NAVD 88     -      1039.916  (meters)    3411.79   (feet)  ADJUSTED  
 CV0653  ___________________________________________________________________
 CV0653  GEOID HEIGHT-         -22.42  (meters)                     GEOID03
 CV0653  DYNAMIC HT  -        1038.490 (meters)    3407.11  (feet)  COMP
 CV0653  MODELED GRAV-     979,231.1   (mgal)                       NAVD 88
 CV0653
 CV0653  VERT ORDER  -  FIRST     CLASS I
 CV0653
 CV0653.The horizontal coordinates were scaled from a topographic map and have
 CV0653.an estimated accuracy of +/- 6 seconds.
 CV0653
 CV0653.The orthometric height was determined by differential leveling
 CV0653.and adjusted by the National Geodetic Survey in June 1991..
 CV0653
 CV0653.The geoid height was determined by GEOID03.
 CV0653
 CV0653.The dynamic height is computed by dividing the NAVD 88
 CV0653.geopotential number by the normal gravity value computed on the
 CV0653.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0653.degrees latitude (g = 980.6199 gals.).
 CV0653
 CV0653.The modeled gravity was interpolated from observed gravity values.
 CV0653
 CV0653;                    North         East    Units  Estimated Accuracy
 CV0653;SPC NM E     -   155,640.      272,400.      MT  (+/- 180 meters Scaled)
 CV0653
 CV0653                          SUPERSEDED SURVEY CONTROL
 CV0653
 CV0653  NGVD 29 (??/??/92) 1039.491  (m)         3410.40   (f) ADJ UNCH    1 1
 CV0653
 CV0653.Superseded values are not recommended for survey control.
 CV0653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0653.See file dsdata.txt to determine how the superseded data were derived.
 CV0653
 CV0653_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFR700860(NAD 83)
 CV0653_MARKER: DB = BENCH MARK DISK
 CV0653_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 CV0653+WITH SETTING: INTO GROUND
 CV0653_STAMPING: H 353 1977
 CV0653_MARK LOGO: NGS   
 CV0653_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CV0653+STABILITY: SURFACE MOTION
 CV0653
 CV0653  HISTORY     - Date     Condition        Report By
 CV0653  HISTORY     - 1977     MONUMENTED       NGS
 CV0653  HISTORY     - 1982     GOOD             NGS
 CV0653
 CV0653                          STATION DESCRIPTION
 CV0653
 CV0653'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CV0653'4.4 MI SW FROM EUNICE.
 CV0653'2.5 MILES SOUTH ALONG STATE HIGHWAY LOOP 18 FROM THE JUNCTION OF
 CV0653'STATE HIGHWAY 8 AND 176 (TEXAS AVENUE) AT EUNICE, THENCE 1.9 MILES
 CV0653'WEST ALONG A PAVED ROAD LOCALLY KNOWN AS DELAWARE BASIN ROAD,
 CV0653'63 FT. SOUTH OF THE CENTER LINE OF THE PAVED ROAD, 227 FT. WEST
 CV0653'OF THE CENTER LINE OF A GRAVELED ROAD LEADING SOUTH, 14 FT. SOUTH
 CV0653'OF THE RIGHT OF WAY FENCE, 1.5 FT. WEST OF A T JUNCTION POWER LINE
 CV0653'POLE WITH A GUY WIRE, THE DISK IS 0.2 FT. BELOW GROUND LEVEL, ACCESS
 CV0653'TO WHICH IS HAD THROUGH A 4 INCH PLASTIC SCREW CAP WHICH PROJECTS
 CV0653'0.2 FT. ABOVE THE GROUND.
 CV0653
 CV0653                          STATION RECOVERY (1982)
 CV0653
 CV0653'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CV0653'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0675 ***********************************************************************
 CV0675  DESIGNATION -  H 354
 CV0675  PID         -  CV0675
 CV0675  STATE/COUNTY-  NM/LEA
 CV0675  USGS QUAD   -  SAN SIMON SINK (1984)
 CV0675
 CV0675                         *CURRENT SURVEY CONTROL
 CV0675  ___________________________________________________________________
 CV0675* NAD 83(1986)-  32 18 15.     (N)    103 24 37.     (W)     SCALED    
 CV0675* NAVD 88     -       998.192  (meters)    3274.90   (feet)  ADJUSTED  
 CV0675  ___________________________________________________________________
 CV0675  GEOID HEIGHT-         -23.66  (meters)                     GEOID03
 CV0675  DYNAMIC HT  -         996.757 (meters)    3270.19  (feet)  COMP
 CV0675  MODELED GRAV-     979,167.6   (mgal)                       NAVD 88
 CV0675
 CV0675  VERT ORDER  -  FIRST     CLASS I
 CV0675
 CV0675.The horizontal coordinates were scaled from a topographic map and have
 CV0675.an estimated accuracy of +/- 6 seconds.
 CV0675
 CV0675.The orthometric height was determined by differential leveling
 CV0675.and adjusted by the National Geodetic Survey in June 1991..
 CV0675
 CV0675.The geoid height was determined by GEOID03.
 CV0675
 CV0675.The dynamic height is computed by dividing the NAVD 88
 CV0675.geopotential number by the normal gravity value computed on the
 CV0675.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0675.degrees latitude (g = 980.6199 gals.).
 CV0675
 CV0675.The modeled gravity was interpolated from observed gravity values.
 CV0675
 CV0675;                    North         East    Units  Estimated Accuracy
 CV0675;SPC NM E     -   144,970.      251,930.      MT  (+/- 180 meters Scaled)
 CV0675
 CV0675                          SUPERSEDED SURVEY CONTROL
 CV0675
 CV0675  NGVD 29 (??/??/92)  997.704  (m)         3273.30   (f) ADJ UNCH    1 1
 CV0675
 CV0675.Superseded values are not recommended for survey control.
 CV0675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0675.See file dsdata.txt to determine how the superseded data were derived.
 CV0675
 CV0675_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFR496752(NAD 83)
 CV0675_MARKER: DB = BENCH MARK DISK
 CV0675_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CV0675_SP_SET: 26 FEET
 CV0675_STAMPING: H 354 1977
 CV0675_MARK LOGO: NGS   
 CV0675_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CV0675
 CV0675  HISTORY     - Date     Condition        Report By
 CV0675  HISTORY     - 1977     MONUMENTED       NGS
 CV0675  HISTORY     - 1982     GOOD             NGS
 CV0675
 CV0675                          STATION DESCRIPTION
 CV0675
 CV0675'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CV0675'23.7 MI SW FROM EUNICE.
 CV0675'2.5 MILES SOUTH ALONG STATE HIGHWAY LOOP 18 FROM THE JUNCTION OF
 CV0675'STATE HIGHWAY 8 AND 176 (TEXAS AVENUE) AT EUNICE, THENCE 19.2
 CV0675'MILES IN A WESTERLY DIRECTION ALONG A PAVED ROAD LOCALLY KNOWN AS
 CV0675'THE DEAWARE BASIN ROAD, THENCE 1.05 MILES SOUTHWEST ALONG A DIRT
 CV0675'ROAD, THENCE 1.2 MILES IN A SOUTHEASTERLY DIRECTION ALONG A DIRT
 CV0675'ROAD TO THE SAN SIMON SINK, 78 FEET EAST OF THE CENTER LINE OF THE
 CV0675'ROAD, 28 FEET WEST OF THE CENTER OF A BURM AT THE WEST SIDE OF A
 CV0675'WATER HOLE, 1.5 FEET NORTH OF AN EAST WEST FENCE LINE, 1 FOOT EAST
 CV0675'OF A METAL WITNESS POST, 1 FOOT WEST OF A METAL WITNESS POST, THE
 CV0675'DISK PROJECTS 0.6 FEET ABOVE THE LEVEL OF THE GROUND ACCESS TO
 CV0675'WHICH IS HAD THROUGH A 4 INCH PLASTIC SCREW CAP.
 CV0675
 CV0675                          STATION RECOVERY (1982)
 CV0675
 CV0675'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CV0675'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0701 ***********************************************************************
 CV0701  DESIGNATION -  H 355
 CV0701  PID         -  CV0701
 CV0701  STATE/COUNTY-  NM/LEA
 CV0701  USGS QUAD   -  GRAMA RIDGE (1984)
 CV0701
 CV0701                         *CURRENT SURVEY CONTROL
 CV0701  ___________________________________________________________________
 CV0701* NAD 83(1986)-  32 26 12.     (N)    103 36 12.     (W)     SCALED    
 CV0701* NAVD 88     -      1147.943  (meters)    3766.21   (feet)  ADJUSTED  
 CV0701  ___________________________________________________________________
 CV0701  GEOID HEIGHT-         -23.61  (meters)                     GEOID03
 CV0701  DYNAMIC HT  -        1146.288 (meters)    3760.78  (feet)  COMP
 CV0701  MODELED GRAV-     979,157.8   (mgal)                       NAVD 88
 CV0701
 CV0701  VERT ORDER  -  FIRST     CLASS I
 CV0701
 CV0701.The horizontal coordinates were scaled from a topographic map and have
 CV0701.an estimated accuracy of +/- 6 seconds.
 CV0701
 CV0701.The orthometric height was determined by differential leveling
 CV0701.and adjusted by the National Geodetic Survey in June 1991..
 CV0701
 CV0701.The geoid height was determined by GEOID03.
 CV0701
 CV0701.The dynamic height is computed by dividing the NAVD 88
 CV0701.geopotential number by the normal gravity value computed on the
 CV0701.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0701.degrees latitude (g = 980.6199 gals.).
 CV0701
 CV0701.The modeled gravity was interpolated from observed gravity values.
 CV0701
 CV0701;                    North         East    Units  Estimated Accuracy
 CV0701;SPC NM E     -   159,520.      233,650.      MT  (+/- 180 meters Scaled)
 CV0701
 CV0701                          SUPERSEDED SURVEY CONTROL
 CV0701
 CV0701  NGVD 29 (??/??/92) 1147.442  (m)         3764.57   (f) ADJ UNCH    1 1
 CV0701
 CV0701.Superseded values are not recommended for survey control.
 CV0701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0701.See file dsdata.txt to determine how the superseded data were derived.
 CV0701
 CV0701_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFR312896(NAD 83)
 CV0701_MARKER: DB = BENCH MARK DISK
 CV0701_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CV0701_SP_SET: 8 FT.
 CV0701_STAMPING: H 355 1977
 CV0701_MARK LOGO: NGS   
 CV0701_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CV0701
 CV0701  HISTORY     - Date     Condition        Report By
 CV0701  HISTORY     - 1977     MONUMENTED       NGS
 CV0701  HISTORY     - 1982     GOOD             NGS
 CV0701
 CV0701                          STATION DESCRIPTION
 CV0701
 CV0701'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CV0701'50.05 MI EAST FROM CARLSBAD.
 CV0701'17.2 MILES NORTHEAST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE EAST END
 CV0701'OF THE BATAAN BRIDGE OVER THE PECOS RIVER, THENCE 7.8 MILES SOUTH
 CV0701'ALONG STATE HIGHWAY 31, THENCE 5.05 MILES EAST ALONG A DIRT ROAD,
 CV0701'THENCE 3.7 MILES SOUTH ALONG A DIRT ROAD, THENCE 16.3 MILES EAST
 CV0701'ALONG A PIPE LINE ROAD, AT A SUMMIT IN THE ROAD, 29.6 FT. SOUTH OF
 CV0701'THE CENTER LINE OF THE ROAD, THE DIAK IS 0.6 FT. BELOW THE LEVEL OF
 CV0701'THE GROUND, ACCESS TO WHICH IS HAD THROUGH A 4-INCH PLASTIC SCREW
 CV0701'PLUG WHICH PROJECTS 2 INCHES ABOVE THE GROUND.
 CV0701
 CV0701                          STATION RECOVERY (1982)
 CV0701
 CV0701'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CV0701'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0496 ***********************************************************************
 EQ0496  DESIGNATION -  H 356
 EQ0496  PID         -  EQ0496
 EQ0496  STATE/COUNTY-  NM/SOCORRO
 EQ0496  USGS QUAD   -  WATER CANYON (1995)
 EQ0496
 EQ0496                         *CURRENT SURVEY CONTROL
 EQ0496  ___________________________________________________________________
 EQ0496* NAD 83(1986)-  34 01 04.     (N)    107 01 24.     (W)     SCALED    
 EQ0496* NAVD 88     -      1780.628  (meters)    5841.94   (feet)  ADJUSTED  
 EQ0496  ___________________________________________________________________
 EQ0496  GEOID HEIGHT-         -21.98  (meters)                     GEOID03
 EQ0496  DYNAMIC HT  -        1777.993 (meters)    5833.30  (feet)  COMP
 EQ0496  MODELED GRAV-     979,093.3   (mgal)                       NAVD 88
 EQ0496
 EQ0496  VERT ORDER  -  FIRST     CLASS I
 EQ0496
 EQ0496.The horizontal coordinates were scaled from a topographic map and have
 EQ0496.an estimated accuracy of +/- 6 seconds.
 EQ0496
 EQ0496.The orthometric height was determined by differential leveling
 EQ0496.and adjusted by the National Geodetic Survey in June 1991..
 EQ0496
 EQ0496.The geoid height was determined by GEOID03.
 EQ0496
 EQ0496.The dynamic height is computed by dividing the NAVD 88
 EQ0496.geopotential number by the normal gravity value computed on the
 EQ0496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0496.degrees latitude (g = 980.6199 gals.).
 EQ0496
 EQ0496.The modeled gravity was interpolated from observed gravity values.
 EQ0496
 EQ0496;                    North         East    Units  Estimated Accuracy
 EQ0496;SPC NM C     -   334,900.      428,580.      MT  (+/- 180 meters Scaled)
 EQ0496
 EQ0496                          SUPERSEDED SURVEY CONTROL
 EQ0496
 EQ0496  NGVD 29 (??/??/92) 1779.840  (m)         5839.36   (f) ADJ UNCH    1 1
 EQ0496
 EQ0496.Superseded values are not recommended for survey control.
 EQ0496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0496.See file dsdata.txt to determine how the superseded data were derived.
 EQ0496
 EQ0496_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT131659(NAD 83)
 EQ0496_MARKER: DB = BENCH MARK DISK
 EQ0496_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EQ0496_SP_SET: STAINLESS STEEL ROD
 EQ0496_STAMPING: H 356 1978
 EQ0496_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EQ0496
 EQ0496  HISTORY     - Date     Condition        Report By
 EQ0496  HISTORY     - 1978     MONUMENTED       NGS
 EQ0496
 EQ0496                          STATION DESCRIPTION
 EQ0496
 EQ0496'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 EQ0496'9.8 MI SW FROM SOCORRO.
 EQ0496'ABOUT 9.8 MILES SOUTHWEST ALONG U.S. HIGHWAY 60 FROM THE POST OFFICE
 EQ0496'IN SOCORRO, AT A SMALL TURNOUT ACROSS THE DITCH ON THE NORTH SIDE OF
 EQ0496'THE HIGHWAY, 109.5 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 60
 EQ0496'FEET EAST OF THE EAST END OF A HEADWALL FOR A 36 INCH CULVERT PIPE,
 EQ0496'AND 0.6 FOOT SOUTH OF THE NORTHERLY RIGHT OF WAY FENCE AT THE CENTER
 EQ0496'OF THE TURNOUT.  DISK IS SET LEVEL WITH THE GROUND, ACCESS TO WHICH IS
 EQ0496'TO BE HAD THROUGH A 4 INCH PLASTIC SCREW CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0516 ***********************************************************************
 EQ0516  DESIGNATION -  H 357
 EQ0516  PID         -  EQ0516
 EQ0516  STATE/COUNTY-  NM/SOCORRO
 EQ0516  USGS QUAD   -  TRES MONTOSAS (1995)
 EQ0516
 EQ0516                         *CURRENT SURVEY CONTROL
 EQ0516  ___________________________________________________________________
 EQ0516* NAD 83(1986)-  34 04 53.     (N)    107 23 50.     (W)     SCALED    
 EQ0516* NAVD 88     -      2177.177  (meters)    7142.95   (feet)  ADJUSTED  
 EQ0516  ___________________________________________________________________
 EQ0516  GEOID HEIGHT-         -21.58  (meters)                     GEOID03
 EQ0516  DYNAMIC HT  -        2173.789 (meters)    7131.84  (feet)  COMP
 EQ0516  MODELED GRAV-     979,001.8   (mgal)                       NAVD 88
 EQ0516
 EQ0516  VERT ORDER  -  FIRST     CLASS I
 EQ0516
 EQ0516.The horizontal coordinates were scaled from a topographic map and have
 EQ0516.an estimated accuracy of +/- 6 seconds.
 EQ0516
 EQ0516.The orthometric height was determined by differential leveling
 EQ0516.and adjusted by the National Geodetic Survey in June 1991..
 EQ0516
 EQ0516.The geoid height was determined by GEOID03.
 EQ0516
 EQ0516.The dynamic height is computed by dividing the NAVD 88
 EQ0516.geopotential number by the normal gravity value computed on the
 EQ0516.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0516.degrees latitude (g = 980.6199 gals.).
 EQ0516
 EQ0516.The modeled gravity was interpolated from observed gravity values.
 EQ0516
 EQ0516;                    North         East    Units  Estimated Accuracy
 EQ0516;SPC NM C     -   342,280.      394,120.      MT  (+/- 180 meters Scaled)
 EQ0516
 EQ0516                          SUPERSEDED SURVEY CONTROL
 EQ0516
 EQ0516  NGVD 29 (??/??/92) 2176.234  (m)         7139.86   (f) ADJ UNCH    1 1
 EQ0516
 EQ0516.Superseded values are not recommended for survey control.
 EQ0516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0516.See file dsdata.txt to determine how the superseded data were derived.
 EQ0516
 EQ0516_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBT788737(NAD 83)
 EQ0516_MARKER: DB = BENCH MARK DISK
 EQ0516_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EQ0516_SP_SET: STAINLESS STEEL ROD
 EQ0516_STAMPING: H 357 1978
 EQ0516_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EQ0516
 EQ0516  HISTORY     - Date     Condition        Report By
 EQ0516  HISTORY     - 1978     MONUMENTED       NGS
 EQ0516
 EQ0516                          STATION DESCRIPTION
 EQ0516
 EQ0516'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 EQ0516'9.5 MI WEST FROM MAGDALENA.
 EQ0516'9.5 MILES WEST ALONG U.S. HIGHWAY 60 FROM THE POST OFFICE IN
 EQ0516'MAGDALENA.  AT THE ENTRANCE TO B. DUNLAPS CAT MOUNTAIN RANCH, 94
 EQ0516'FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 33 FEET WEST OF THE WEST
 EQ0516'EDGE OF THE CATTLE GUARD AT THE ENTRANCE, AND 1 FOOT NORTH OF THE
 EQ0516'SOUTHERLY RIGHT OF WAY FENCE.  DISK IS SET LEVEL WITH THE GROUND,
 EQ0516'ACCESS TO WHICH IS TO BE HAD THROUGH A 4 INCH PLASTIC SCREW PLUG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1211 ***********************************************************************
 CX1211  DESIGNATION -  H 358
 CX1211  PID         -  CX1211
 CX1211  STATE/COUNTY-  NM/LUNA
 CX1211  USGS QUAD   -  SPALDING (1964)
 CX1211
 CX1211                         *CURRENT SURVEY CONTROL
 CX1211  ___________________________________________________________________
 CX1211* NAD 83(1986)-  32 27 31.     (N)    107 56 18.     (W)     SCALED    
 CX1211* NAVD 88     -      1448.039  (meters)    4750.77   (feet)  ADJUSTED  
 CX1211  ___________________________________________________________________
 CX1211  GEOID HEIGHT-         -24.33  (meters)                     GEOID03
 CX1211  DYNAMIC HT  -        1445.822 (meters)    4743.50  (feet)  COMP
 CX1211  MODELED GRAV-     979,057.1   (mgal)                       NAVD 88
 CX1211
 CX1211  VERT ORDER  -  FIRST     CLASS II
 CX1211
 CX1211.The horizontal coordinates were scaled from a topographic map and have
 CX1211.an estimated accuracy of +/- 6 seconds.
 CX1211
 CX1211.The orthometric height was determined by differential leveling
 CX1211.and adjusted by the National Geodetic Survey in June 1991..
 CX1211
 CX1211.The geoid height was determined by GEOID03.
 CX1211
 CX1211.The dynamic height is computed by dividing the NAVD 88
 CX1211.geopotential number by the normal gravity value computed on the
 CX1211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX1211.degrees latitude (g = 980.6199 gals.).
 CX1211
 CX1211.The modeled gravity was interpolated from observed gravity values.
 CX1211
 CX1211;                    North         East    Units  Estimated Accuracy
 CX1211;SPC NM W     -   161,730.      820,130.      MT  (+/- 180 meters Scaled)
 CX1211
 CX1211                          SUPERSEDED SURVEY CONTROL
 CX1211
 CX1211.No superseded survey control is available for this station.
 CX1211
 CX1211_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBR237950(NAD 83)
 CX1211_MARKER: DB = BENCH MARK DISK
 CX1211_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CX1211+WITH SETTING: INFORMATION.
 CX1211_SP_SET: SHALLOW SET METAL ROD
 CX1211_STAMPING: H 358 1979
 CX1211_PROJECTION: FLUSH
 CX1211_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX1211_ROD/PIPE-DEPTH: 5.5  meters
 CX1211
 CX1211  HISTORY     - Date     Condition        Report By
 CX1211  HISTORY     - 1979     MONUMENTED       NGS
 CX1211
 CX1211                          STATION DESCRIPTION
 CX1211
 CX1211'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CX1211'26.6 KM NW FROM DEMING.
 CX1211'0.2 KILOMETER (0.1 MILE) EAST ALONG SPRUCE STREET FROM THE POST OFFICE
 CX1211'IN DEMING, THENCE 26.4 KILOMETERS (16.5 MILES) NORTHWEST ALONG U.S.
 CX1211'HIGHWAY 180, 0.08 KILOMETER (0.05 MILE) SOUTHEAST FROM A TELEPHONE
 CX1211'LINE RUNNING ACROSS THE HIGHWAY, 19.5 METERS (63.9 FEET)
 CX1211'NORTH-NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 0.7 METERS (2.4
 CX1211'FEET) SOUTH OF A FENCE AND 19.0 METERS (62.3 FEET) SOUTHEAST OF THE
 CX1211'SOUTHEAST END OF A WIRE GATE.  NOTE= REFUSAL WAS REACHED AT 5.5
 CX1211'METERS (18.0 FEET).  ACCESS TO DISK IS THROUGH A 4-INCH SCREW PLUG.
 CX1211'THE MARK IS 0.4 METERS  NW FROM A WITNESS POST.
 CX1211'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0790 ***********************************************************************
 CY0790  DESIGNATION -  H 359
 CY0790  PID         -  CY0790
 CY0790  STATE/COUNTY-  NM/GRANT
 CY0790  USGS QUAD   -  FORT BAYARD (1992)
 CY0790
 CY0790                         *CURRENT SURVEY CONTROL
 CY0790  ___________________________________________________________________
 CY0790* NAD 83(1986)-  32 46 46.     (N)    108 10 46.     (W)     SCALED    
 CY0790* NAVD 88     -      1849.740  (meters)    6068.69   (feet)  ADJUSTED  
 CY0790  ___________________________________________________________________
 CY0790  GEOID HEIGHT-         -23.55  (meters)                     GEOID03
 CY0790  DYNAMIC HT  -        1846.842 (meters)    6059.18  (feet)  COMP
 CY0790  MODELED GRAV-     979,005.4   (mgal)                       NAVD 88
 CY0790
 CY0790  VERT ORDER  -  FIRST     CLASS II
 CY0790
 CY0790.The horizontal coordinates were scaled from a topographic map and have
 CY0790.an estimated accuracy of +/- 6 seconds.
 CY0790
 CY0790.The orthometric height was determined by differential leveling
 CY0790.and adjusted by the National Geodetic Survey in June 1991..
 CY0790
 CY0790.The geoid height was determined by GEOID03.
 CY0790
 CY0790.The dynamic height is computed by dividing the NAVD 88
 CY0790.geopotential number by the normal gravity value computed on the
 CY0790.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0790.degrees latitude (g = 980.6199 gals.).
 CY0790
 CY0790.The modeled gravity was interpolated from observed gravity values.
 CY0790
 CY0790;                    North         East    Units  Estimated Accuracy
 CY0790;SPC NM W     -   197,350.      797,580.      MT  (+/- 180 meters Scaled)
 CY0790
 CY0790                          SUPERSEDED SURVEY CONTROL
 CY0790
 CY0790.No superseded survey control is available for this station.
 CY0790
 CY0790_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYB641303(NAD 83)
 CY0790_MARKER: DB = BENCH MARK DISK
 CY0790_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CY0790+WITH SETTING: INFORMATION.
 CY0790_SP_SET: SHALLOW SET METAL ROD
 CY0790_STAMPING: H 359 1980
 CY0790_PROJECTION: FLUSH
 CY0790_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CY0790_ROD/PIPE-DEPTH: 1.8  meters
 CY0790
 CY0790  HISTORY     - Date     Condition        Report By
 CY0790  HISTORY     - 1980     MONUMENTED       NGS
 CY0790
 CY0790                          STATION DESCRIPTION
 CY0790
 CY0790'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CY0790'10.1 KM SE FROM SILVER CITY.
 CY0790'1.1 KILOMETERS (0.7 MILE) NORTH ALONG HUDSON STREET(STATE HIGHWAY 90)
 CY0790'FROM THE POST OFFICE IN SILVER CITY, THENCE 9.1 KILOMETERS (5.7 MILES)
 CY0790'SOUTHEAST ALONG U.S. HIGHWAY 180, 32.0 METERS (105.0 FEET) SOUTH OF
 CY0790'THE CENTERLINE OF THE EAST-BOUND LANES OF THE HIGHWAY, 37.7 METERS
 CY0790'(111.9 FEET) EAST OF A POWERLINE POLE AND 0.3 METER (2.0 FEET) NORTH
 CY0790'OF A FENCE.  NOTE= REFUSAL WAS REACHED AT 1.8 METERS (6.0 FEET).
 CY0790'ACCESS TO DISK IS THROUGH A 4-INCH SCREW PLUG.
 CY0790'THE MARK IS 0.6 METERS  E FROM A WITNESS POST.
 CY0790'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0473 ***********************************************************************
 CV0473  DESIGNATION -  H 36
 CV0473  PID         -  CV0473
 CV0473  STATE/COUNTY-  NM/LEA
 CV0473  USGS QUAD   -  IRONHOUSE WELL (1984)
 CV0473
 CV0473                         *CURRENT SURVEY CONTROL
 CV0473  ___________________________________________________________________
 CV0473* NAD 83(1992)-  32 40 09.56706(N)    103 32 28.82001(W)     ADJUSTED  
 CV0473* NAVD 88     -      1215.219  (meters)    3986.93   (feet)  ADJUSTED  
 CV0473  ___________________________________________________________________
 CV0473  LAPLACE CORR-           3.45  (seconds)                    DEFLEC99
 CV0473  GEOID HEIGHT-         -22.40  (meters)                     GEOID03
 CV0473  DYNAMIC HT  -        1213.520 (meters)    3981.36  (feet)  COMP
 CV0473  MODELED GRAV-     979,197.2   (mgal)                       NAVD 88
 CV0473
 CV0473  HORZ ORDER  -  SECOND
 CV0473  VERT ORDER  -  SECOND    CLASS 0
 CV0473
 CV0473.The horizontal coordinates were established by classical geodetic methods
 CV0473.and adjusted by the National Geodetic Survey in December 1993..
 CV0473
 CV0473.The orthometric height was determined by differential leveling
 CV0473.and adjusted by the National Geodetic Survey in June 1991..
 CV0473
 CV0473.The Laplace correction was computed from DEFLEC99 derived deflections.
 CV0473
 CV0473.The geoid height was determined by GEOID03.
 CV0473
 CV0473.The dynamic height is computed by dividing the NAVD 88
 CV0473.geopotential number by the normal gravity value computed on the
 CV0473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0473.degrees latitude (g = 980.6199 gals.).
 CV0473
 CV0473.The modeled gravity was interpolated from observed gravity values.
 CV0473
 CV0473;                    North         East     Units Scale Factor Converg.
 CV0473;SPC NM E     -   185,361.584   239,283.528   MT  0.99997711   +0 25 39.1
 CV0473;SPC NM E     -   608,140.46    785,049.37   sFT  0.99997711   +0 25 39.1
 CV0473;UTM  13      - 3,615,569.076   636,774.280   MT  0.99983068   +0 47 15.0
 CV0473
 CV0473!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CV0473!SPC NM E     -   0.99981276  x   0.99997711  =   0.99978987
 CV0473!UTM  13      -   0.99981276  x   0.99983068  =   0.99964347
 CV0473
 CV0473                          SUPERSEDED SURVEY CONTROL
 CV0473
 CV0473  NAD 83(1986)-  32 40 09.58156(N)    103 32 28.81813(W) AD(       ) 2
 CV0473  NAD 27      -  32 40 09.13700(N)    103 32 27.04300(W) AD(       ) 2
 CV0473  NGVD 29 (??/??/92) 1214.717  (m)         3985.28   (f) ADJ UNCH    2 0
 CV0473
 CV0473.Superseded values are not recommended for survey control.
 CV0473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0473.See file dsdata.txt to determine how the superseded data were derived.
 CV0473
 CV0473_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFS3677415569(NAD 83)
 CV0473_MARKER: DB = BENCH MARK DISK
 CV0473_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0473_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CV0473_STAMPING: H-36 1928
 CV0473_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CV0473+STABILITY: SURFACE MOTION
 CV0473
 CV0473  HISTORY     - Date     Condition        Report By
 CV0473  HISTORY     - 1935     MONUMENTED       USGS
 CV0473  HISTORY     - 1935     GOOD             NGS
 CV0473  HISTORY     - 20020110 GOOD             INDIV
 CV0473
 CV0473                          STATION DESCRIPTION
 CV0473
 CV0473'DESCRIBED BY US GEOLOGICAL SURVEY 1935 (WRP)
 CV0473'ABOUT 23 MILES SOUTH-SOUTHWEST OF LOVINGTON, ON THE EDGE OF
 CV0473'THE MESCALERO RIDGE.  THE MARK, A STANDARD U.S. GEOLOGICAL
 CV0473'SURVEY BENCH MARK DISK SET IN CONCRETE, IS 30 FEET EAST OF
 CV0473'THE CENTER LINE OF U.S. HIGHWAY 62, AND IS 182.214 METERS
 CV0473'(597.81 FEET) FROM STATION SCHARB (SEE DESCRIPTION THEREOF)
 CV0473'N 11 DEG 52 MIN W.
 CV0473
 CV0473                          STATION RECOVERY (1935)
 CV0473
 CV0473'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 CV0473'24.6 MI W FROM HOBBS.
 CV0473'24.2 MI. W. ALONG U.S. NO. 62 0.2 MI. W. OF A CATTLE GUARD, 128 FT. S.
 CV0473'OF THE TELEPHONE LINE, AND 52 FT. N. OF THE CENTER LINE OF HWY.
 CV0473
 CV0473                          STATION RECOVERY (2002)
 CV0473
 CV0473'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (JMM)
 CV0473'STATION IS APPROXIMATELY 2.70 MILES NE OF CURRENT ROUTE OF US HIGHWAY
 CV0473'62/180.  HIGHWAY DESCRIBED IN STATION DESCRIPTION NO LONGER EXISTS AND
 CV0473'IS VISIBLE ONLY AS A VAGUE DIRT TRACK.  TELEPHONE LINE DESCRIBED NO
 CV0473'LONGER EXISTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0306 ***********************************************************************
 DQ0306  DESIGNATION -  H 36
 DQ0306  PID         -  DQ0306
 DQ0306  STATE/COUNTY-  NM/LEA
 DQ0306  USGS QUAD   -  TATUM NORTH (1970)
 DQ0306
 DQ0306                         *CURRENT SURVEY CONTROL
 DQ0306  ___________________________________________________________________
 DQ0306* NAD 83(1986)-  33 20 35.     (N)    103 19 03.     (W)     SCALED    
 DQ0306* NAVD 88     -      1229.846  (meters)    4034.92   (feet)  ADJUSTED  
 DQ0306  ___________________________________________________________________
 DQ0306  GEOID HEIGHT-         -22.01  (meters)                     GEOID03
 DQ0306  DYNAMIC HT  -        1228.195 (meters)    4029.50  (feet)  COMP
 DQ0306  MODELED GRAV-     979,251.3   (mgal)                       NAVD 88
 DQ0306
 DQ0306  VERT ORDER  -  SECOND    CLASS 0
 DQ0306
 DQ0306.The horizontal coordinates were scaled from a topographic map and have
 DQ0306.an estimated accuracy of +/- 6 seconds.
 DQ0306
 DQ0306.The orthometric height was determined by differential leveling
 DQ0306.and adjusted by the National Geodetic Survey in June 1991..
 DQ0306
 DQ0306.The geoid height was determined by GEOID03.
 DQ0306
 DQ0306.The dynamic height is computed by dividing the NAVD 88
 DQ0306.geopotential number by the normal gravity value computed on the
 DQ0306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0306.degrees latitude (g = 980.6199 gals.).
 DQ0306
 DQ0306.The modeled gravity was interpolated from observed gravity values.
 DQ0306
 DQ0306;                    North         East    Units  Estimated Accuracy
 DQ0306;SPC NM E     -   260,260.      259,560.      MT  (+/- 180 meters Scaled)
 DQ0306
 DQ0306                          SUPERSEDED SURVEY CONTROL
 DQ0306
 DQ0306  NGVD 29 (??/??/92) 1229.389  (m)         4033.42   (f) ADJ UNCH    2 0
 DQ0306
 DQ0306.Superseded values are not recommended for survey control.
 DQ0306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0306.See file dsdata.txt to determine how the superseded data were derived.
 DQ0306
 DQ0306_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFS565905(NAD 83)
 DQ0306_MARKER: DB = BENCH MARK DISK
 DQ0306_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0306_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DQ0306_STAMPING: H 36 1930
 DQ0306_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0306+STABILITY: SURFACE MOTION
 DQ0306
 DQ0306  HISTORY     - Date     Condition        Report By
 DQ0306  HISTORY     - 1930     MONUMENTED       USGS
 DQ0306  HISTORY     - 1939     GOOD             NGS
 DQ0306
 DQ0306                          STATION DESCRIPTION
 DQ0306
 DQ0306'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 DQ0306'6.1 MI N FROM TATUM.
 DQ0306'ALONG STATE HIGHWAY NO. 18 500 FEET DUE EAST OF A WINDMILL ON WEST
 DQ0306'SIDE OF HIGHWAY.  330 FEET NORTH OF A GATE INTO A PASTURE.  39 FEET
 DQ0306'EAST OF CENTER-LINE OF HIGHWAY.  3 FEET WEST OF R/W FENCE.  6 INCHES
 DQ0306'BELOW ROAD LEVEL.  STAND DISK CONC POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0765 ***********************************************************************
 CY0765  DESIGNATION -  H 360
 CY0765  PID         -  CY0765
 CY0765  STATE/COUNTY-  NM/GRANT
 CY0765  USGS QUAD   -  MANGAS SPRINGS (1990)
 CY0765
 CY0765                         *CURRENT SURVEY CONTROL
 CY0765  ___________________________________________________________________
 CY0765* NAD 83(1986)-  32 50 58.     (N)    108 30 58.     (W)     SCALED    
 CY0765* NAVD 88     -      1444.698  (meters)    4739.81   (feet)  ADJUSTED  
 CY0765  ___________________________________________________________________
 CY0765  GEOID HEIGHT-         -24.46  (meters)                     GEOID03
 CY0765  DYNAMIC HT  -        1442.499 (meters)    4732.60  (feet)  COMP
 CY0765  MODELED GRAV-     979,065.6   (mgal)                       NAVD 88
 CY0765
 CY0765  VERT ORDER  -  FIRST     CLASS II
 CY0765
 CY0765.The horizontal coordinates were scaled from a topographic map and have
 CY0765.an estimated accuracy of +/- 6 seconds.
 CY0765
 CY0765.The orthometric height was determined by differential leveling
 CY0765.and adjusted by the National Geodetic Survey in June 1991..
 CY0765
 CY0765.The geoid height was determined by GEOID03.
 CY0765
 CY0765.The dynamic height is computed by dividing the NAVD 88
 CY0765.geopotential number by the normal gravity value computed on the
 CY0765.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0765.degrees latitude (g = 980.6199 gals.).
 CY0765
 CY0765.The modeled gravity was interpolated from observed gravity values.
 CY0765
 CY0765;                    North         East    Units  Estimated Accuracy
 CY0765;SPC NM W     -   205,270.      766,090.      MT  (+/- 180 meters Scaled)
 CY0765
 CY0765                          SUPERSEDED SURVEY CONTROL
 CY0765
 CY0765.No superseded survey control is available for this station.
 CY0765
 CY0765_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYB324373(NAD 83)
 CY0765_MARKER: DB = BENCH MARK DISK
 CY0765_SETTING: 66 = SET IN ROCK OUTCROP
 CY0765_SP_SET: ROCK OUTCROP
 CY0765_STAMPING: H 360 1980
 CY0765_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CY0765+STABILITY: POSITION/ELEVATION WELL
 CY0765
 CY0765  HISTORY     - Date     Condition        Report By
 CY0765  HISTORY     - 1980     MONUMENTED       NGS
 CY0765
 CY0765                          STATION DESCRIPTION
 CY0765
 CY0765'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CY0765'16.7 KM SE FROM CLIFF.
 CY0765'16.7 KILOMETERS (10.4 MILES) SOUTHEAST ALONG U.S. HIGHWAY 180 FROM
 CY0765'THE POST OFFICE IN CLIFF, 0.2 KILOMETER (0.1 MILE) NORTHWEST OF
 CY0765'MILEMARKER 95, IN THE MIDDLE OF A CUT 0.3 KILOMETER (0.2 MILE)
 CY0765'SOUTHEAST OF A DRIVEWAY LEADING SOUTH-SOUTHWEST AND 10.6 METERS (34.9
 CY0765'FEET) NORTH OF THE CENTERLINE OF THE HIGHWAY.
 CY0765'THE MARK IS 1.5 METERS  SW FROM A WITNESS POST.
 CY0765'THE MARK IS 0.9 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0511 ***********************************************************************
 DT0511  DESIGNATION -  H 361
 DT0511  PID         -  DT0511
 DT0511  STATE/COUNTY-  NM/CATRON
 DT0511  USGS QUAD   -  RESERVE (1965)
 DT0511
 DT0511                         *CURRENT SURVEY CONTROL
 DT0511  ___________________________________________________________________
 DT0511* NAD 83(1986)-  33 39 25.     (N)    108 52 31.     (W)     SCALED    
 DT0511* NAVD 88     -      1867.423  (meters)    6126.70   (feet)  ADJUSTED  
 DT0511  ___________________________________________________________________
 DT0511  GEOID HEIGHT-         -22.91  (meters)                     GEOID03
 DT0511  DYNAMIC HT  -        1864.542 (meters)    6117.25  (feet)  COMP
 DT0511  MODELED GRAV-     979,028.1   (mgal)                       NAVD 88
 DT0511
 DT0511  VERT ORDER  -  FIRST     CLASS II
 DT0511
 DT0511.The horizontal coordinates were scaled from a topographic map and have
 DT0511.an estimated accuracy of +/- 6 seconds.
 DT0511
 DT0511.The orthometric height was determined by differential leveling
 DT0511.and adjusted by the National Geodetic Survey in June 1991..
 DT0511
 DT0511.The geoid height was determined by GEOID03.
 DT0511
 DT0511.The dynamic height is computed by dividing the NAVD 88
 DT0511.geopotential number by the normal gravity value computed on the
 DT0511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0511.degrees latitude (g = 980.6199 gals.).
 DT0511
 DT0511.The modeled gravity was interpolated from observed gravity values.
 DT0511
 DT0511;                    North         East    Units  Estimated Accuracy
 DT0511;SPC NM W     -   295,100.      733,360.      MT  (+/- 180 meters Scaled)
 DT0511
 DT0511                          SUPERSEDED SURVEY CONTROL
 DT0511
 DT0511.No superseded survey control is available for this station.
 DT0511
 DT0511_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC970261(NAD 83)
 DT0511_MARKER: DB = BENCH MARK DISK
 DT0511_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DT0511+WITH SETTING: INFORMATION.
 DT0511_SP_SET: SHALLOW SET METAL ROD
 DT0511_STAMPING: H 361 1980
 DT0511_PROJECTION: FLUSH
 DT0511_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DT0511_ROD/PIPE-DEPTH: 6.1  meters
 DT0511
 DT0511  HISTORY     - Date     Condition        Report By
 DT0511  HISTORY     - 1980     MONUMENTED       NGS
 DT0511
 DT0511                          STATION DESCRIPTION
 DT0511
 DT0511'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 DT0511'15.6 KM SSW FROM RESERVE.
 DT0511'0.2 KILOMETER (0.1 MILE) NORTH ALONG STATE HIGHWAY 435 FROM THE CATRON
 DT0511'COUNTY COURTHOUSE IN RESERVE, THENCE 11.3 KILOMETERS (7.0 MILES) WEST-
 DT0511'SOUTHWEST ALONG STATE HIGHWAY 12, THENCE 4.1 KILOMETERS (2.6 MILES)
 DT0511'SOUTH-SOUTHWEST ALONG U.S. HIGHWAY 180, 0.2 KILOMETER (0.1 MILE)
 DT0511'SOUTH-SOUTHWEST OF MILEMARKER 23, 24.2 METER (79.4 FEET) WEST OF THE
 DT0511'CENTERLINE OF THE HIGHWAY, 6.4 METERS (21.0 FEET) NORTH OF THE CENTER
 DT0511'OF A TRACK ROAD LEADING WEST THROUGH A GATE, 4.6 METERS (15.1 FEET)
 DT0511'NORTH OF THE NORTH END OF A GATE POST AND 0.4 METER (1.3 FEET) EAST OF
 DT0511'A FENCE.  NOTE=REFUSAL WAS REACHED AT 6.1 METERS (20.0 FEET).  ACCESS
 DT0511'TO DISK IS THROUGH A 4-INCH SCREW PLUG.
 DT0511'THE MARK IS 0.6 METERS  N FROM A WITNESS POST.
 DT0511'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1245 ***********************************************************************
 CX1245  DESIGNATION -  H 362
 CX1245  PID         -  CX1245
 CX1245  STATE/COUNTY-  NM/LUNA
 CX1245  USGS QUAD   -  GREG HILLS (1989)
 CX1245
 CX1245                         *CURRENT SURVEY CONTROL
 CX1245  ___________________________________________________________________
 CX1245* NAD 83(1986)-  32 30 50.     (N)    107 30 07.     (W)     SCALED    
 CX1245* NAVD 88     -      1408.847  (meters)    4622.19   (feet)  ADJUSTED  
 CX1245  ___________________________________________________________________
 CX1245  GEOID HEIGHT-         -23.92  (meters)                     GEOID03
 CX1245  DYNAMIC HT  -        1406.733 (meters)    4615.26  (feet)  COMP
 CX1245  MODELED GRAV-     979,089.2   (mgal)                       NAVD 88
 CX1245
 CX1245  VERT ORDER  -  FIRST     CLASS II
 CX1245
 CX1245.The horizontal coordinates were scaled from a topographic map and have
 CX1245.an estimated accuracy of +/- 6 seconds.
 CX1245
 CX1245.The orthometric height was determined by differential leveling
 CX1245.and adjusted by the National Geodetic Survey in June 1991..
 CX1245
 CX1245.The geoid height was determined by GEOID03.
 CX1245
 CX1245.The dynamic height is computed by dividing the NAVD 88
 CX1245.geopotential number by the normal gravity value computed on the
 CX1245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX1245.degrees latitude (g = 980.6199 gals.).
 CX1245
 CX1245.The modeled gravity was interpolated from observed gravity values.
 CX1245
 CX1245;                    North         East    Units  Estimated Accuracy
 CX1245;SPC NM W     -   167,900.      861,140.      MT  (+/- 180 meters Scaled)
 CX1245
 CX1245                          SUPERSEDED SURVEY CONTROL
 CX1245
 CX1245.No superseded survey control is available for this station.
 CX1245
 CX1245_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBS649001(NAD 83)
 CX1245_MARKER: DB = BENCH MARK DISK
 CX1245_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 CX1245_SP_SET: HEADWALL
 CX1245_STAMPING: H 362 1980
 CX1245_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CX1245
 CX1245  HISTORY     - Date     Condition        Report By
 CX1245  HISTORY     - 1980     MONUMENTED       NGS
 CX1245
 CX1245                          STATION DESCRIPTION
 CX1245
 CX1245'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CX1245'9.0 KM SW FROM NUTT.
 CX1245'9.0 KILOMETERS (5.6 MILES) SOUTHWEST ALONG HIGHWAY 26 FROM ITS
 CX1245'JUNCTION WITH STATE HIGHWAY 27 IN NUTT, SET IN TOP OF THE
 CX1245'SOUTHEAST END OF THE SOUTHWEST HEADWALL OF A CONCRETE BRIDGE ACROSS A
 CX1245'WASH, 6.5 METERS (21.3 FEET) SOUTHEAST OF THE CENTERLINE OF THE
 CX1245'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0551 ***********************************************************************
 DT0551  DESIGNATION -  H 363
 DT0551  PID         -  DT0551
 DT0551  STATE/COUNTY-  NM/GRANT
 DT0551  USGS QUAD   -  MOON RANCH (1965)
 DT0551
 DT0551                         *CURRENT SURVEY CONTROL
 DT0551  ___________________________________________________________________
 DT0551* NAD 83(1986)-  33 11 40.     (N)    108 49 52.     (W)     SCALED    
 DT0551* NAVD 88     -      1545.751  (meters)    5071.35   (feet)  ADJUSTED  
 DT0551  ___________________________________________________________________
 DT0551  GEOID HEIGHT-         -24.29  (meters)                     GEOID03
 DT0551  DYNAMIC HT  -        1543.417 (meters)    5063.69  (feet)  COMP
 DT0551  MODELED GRAV-     979,073.4   (mgal)                       NAVD 88
 DT0551
 DT0551  VERT ORDER  -  FIRST     CLASS II
 DT0551
 DT0551.The horizontal coordinates were scaled from a topographic map and have
 DT0551.an estimated accuracy of +/- 6 seconds.
 DT0551
 DT0551.The orthometric height was determined by differential leveling
 DT0551.and adjusted by the National Geodetic Survey in June 1991..
 DT0551
 DT0551.The geoid height was determined by GEOID03.
 DT0551
 DT0551.The dynamic height is computed by dividing the NAVD 88
 DT0551.geopotential number by the normal gravity value computed on the
 DT0551.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0551.degrees latitude (g = 980.6199 gals.).
 DT0551
 DT0551.The modeled gravity was interpolated from observed gravity values.
 DT0551
 DT0551;                    North         East    Units  Estimated Accuracy
 DT0551;SPC NM W     -   243,760.      736,970.      MT  (+/- 180 meters Scaled)
 DT0551
 DT0551                          SUPERSEDED SURVEY CONTROL
 DT0551
 DT0551.No superseded survey control is available for this station.
 DT0551
 DT0551_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYB021749(NAD 83)
 DT0551_MARKER: DB = BENCH MARK DISK
 DT0551_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DT0551+WITH SETTING: INFORMATION.
 DT0551_SP_SET: SHALLOW SET METAL ROD
 DT0551_STAMPING: H 363 1980
 DT0551_PROJECTION: FLUSH
 DT0551_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DT0551_ROD/PIPE-DEPTH: 1.5  meters
 DT0551
 DT0551  HISTORY     - Date     Condition        Report By
 DT0551  HISTORY     - 1980     MONUMENTED       NGS
 DT0551
 DT0551                          STATION DESCRIPTION
 DT0551
 DT0551'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 DT0551'17.3 KM SOUTH FROM GLENWOOD.
 DT0551'17.3 KILOMETERS (10.8 MILES) SOUTH ALONG U.S. HIGHWAY 180 FROM THE
 DT0551'POST OFFICE IN GLENWOOD, 0.6 KILOMETER (0.4 MILE) NORTH OF MILEMARKER
 DT0551'62, 13.3 METERS (43.6 FEET) WEST OF THE WEST END OF A GATE POST, 14.9
 DT0551'METERS (49.0 FEET) WEST OF THE CENTER OF A DIRT ROAD LEADING SOUTH
 DT0551'THROUGH A GATE, 19.7 METERS (64.7 FEET) SOUTH OF THE CENTERLINE OF
 DT0551'THE HIGHWAY AND 0.3  (1.0 FEET) NORTH OF A FENCE.  NOTE=REFUSAL WAS
 DT0551'REACHED AT 1.5 METERS (5.0 FEET).  ACCESS TO DISK IS THROUGH A 4-INCH
 DT0551'SCREW PLUG.
 DT0551'THE MARK IS 0.6 METERS  W FROM A WITNESS POST.
 DT0551'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0541 ***********************************************************************
 DT0541  DESIGNATION -  H 364 CATRON CO
 DT0541  PID         -  DT0541
 DT0541  STATE/COUNTY-  NM/CATRON
 DT0541  USGS QUAD   -  GLENWOOD (1965)
 DT0541
 DT0541                         *CURRENT SURVEY CONTROL
 DT0541  ___________________________________________________________________
 DT0541* NAD 83(1986)-  33 17 11.     (N)    108 52 39.     (W)     SCALED    
 DT0541* NAVD 88     -      1425.191  (meters)    4675.81   (feet)  ADJUSTED  
 DT0541  ___________________________________________________________________
 DT0541  GEOID HEIGHT-         -24.13  (meters)                     GEOID03
 DT0541  DYNAMIC HT  -        1423.031 (meters)    4668.73  (feet)  COMP
 DT0541  MODELED GRAV-     979,073.1   (mgal)                       NAVD 88
 DT0541
 DT0541  VERT ORDER  -  FIRST     CLASS II
 DT0541
 DT0541.The horizontal coordinates were scaled from a topographic map and have
 DT0541.an estimated accuracy of +/- 6 seconds.
 DT0541
 DT0541.The orthometric height was determined by differential leveling
 DT0541.and adjusted by the National Geodetic Survey in June 1991..
 DT0541
 DT0541.The geoid height was determined by GEOID03.
 DT0541
 DT0541.The dynamic height is computed by dividing the NAVD 88
 DT0541.geopotential number by the normal gravity value computed on the
 DT0541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0541.degrees latitude (g = 980.6199 gals.).
 DT0541
 DT0541.The modeled gravity was interpolated from observed gravity values.
 DT0541
 DT0541;                    North         East    Units  Estimated Accuracy
 DT0541;SPC NM W     -   254,000.      732,740.      MT  (+/- 180 meters Scaled)
 DT0541
 DT0541                          SUPERSEDED SURVEY CONTROL
 DT0541
 DT0541.No superseded survey control is available for this station.
 DT0541
 DT0541_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB976850(NAD 83)
 DT0541_MARKER: DB = BENCH MARK DISK
 DT0541_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DT0541_SP_SET: CONCRETE HEADWALL
 DT0541_STAMPING: H 364 1980
 DT0541_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DT0541+STABILITY: SURFACE MOTION
 DT0541_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DT0541+SATELLITE: SATELLITE OBSERVATIONS - September 08, 2004
 DT0541
 DT0541  HISTORY     - Date     Condition        Report By
 DT0541  HISTORY     - 1980     MONUMENTED       NGS
 DT0541  HISTORY     - 20040908 GOOD             GEOCAC
 DT0541
 DT0541                          STATION DESCRIPTION
 DT0541
 DT0541'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 DT0541'4.0 KM SOUTH FROM GLENWOOD.
 DT0541'4.0 KILOMETERS (2.5 MILES) SOUTH ALONG U. S. HIGHWAY 180 FROM THE
 DT0541'POST OFFICE IN GLENWOOD, IN TOP OF THE SOUTH END OF THE EAST
 DT0541'HEADWALL OF SHELTON CANYON BRIDGE SETTING ON BEDROCK AND 5.1 METERS
 DT0541'(16.7 FEET) EAST OF THE CENTER OF THE HIGHWAY.
 DT0541'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 DT0541
 DT0541                          STATION RECOVERY (2004)
 DT0541
 DT0541'RECOVERY NOTE BY GEOCACHING 2004 (CB)
 DT0541'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0562 ***********************************************************************
 EQ0562  DESIGNATION -  H 364 SOCORRO CO
 EQ0562  PID         -  EQ0562
 EQ0562  STATE/COUNTY-  NM/SOCORRO
 EQ0562  USGS QUAD   -  SOCORRO (1979)
 EQ0562
 EQ0562                         *CURRENT SURVEY CONTROL
 EQ0562  ___________________________________________________________________
 EQ0562* NAD 83(1986)-  34 03 28.     (N)    106 53 15.     (W)     SCALED    
 EQ0562* NAVD 88     -      1400.803  (meters)    4595.80   (feet)  ADJUSTED  
 EQ0562  ___________________________________________________________________
 EQ0562  GEOID HEIGHT-         -22.17  (meters)                     GEOID03
 EQ0562  DYNAMIC HT  -        1398.825 (meters)    4589.31  (feet)  COMP
 EQ0562  MODELED GRAV-     979,176.1   (mgal)                       NAVD 88
 EQ0562
 EQ0562  VERT ORDER  -  FIRST     CLASS II
 EQ0562
 EQ0562.The horizontal coordinates were scaled from a topographic map and have
 EQ0562.an estimated accuracy of +/- 6 seconds.
 EQ0562
 EQ0562.The orthometric height was determined by differential leveling
 EQ0562.and adjusted by the National Geodetic Survey in June 1991..
 EQ0562
 EQ0562.The geoid height was determined by GEOID03.
 EQ0562
 EQ0562.The dynamic height is computed by dividing the NAVD 88
 EQ0562.geopotential number by the normal gravity value computed on the
 EQ0562.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0562.degrees latitude (g = 980.6199 gals.).
 EQ0562
 EQ0562.The modeled gravity was interpolated from observed gravity values.
 EQ0562
 EQ0562;                    North         East    Units  Estimated Accuracy
 EQ0562;SPC NM C     -   339,250.      441,150.      MT  (+/- 180 meters Scaled)
 EQ0562
 EQ0562                          SUPERSEDED SURVEY CONTROL
 EQ0562
 EQ0562.No superseded survey control is available for this station.
 EQ0562
 EQ0562_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT258701(NAD 83)
 EQ0562_MARKER: DB = BENCH MARK DISK
 EQ0562_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 EQ0562_SP_SET: PIER
 EQ0562_STAMPING: H 364 1980
 EQ0562_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EQ0562+STABILITY: POSITION/ELEVATION WELL
 EQ0562_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EQ0562+SATELLITE: SATELLITE OBSERVATIONS - June 25, 2005
 EQ0562
 EQ0562  HISTORY     - Date     Condition        Report By
 EQ0562  HISTORY     - 1980     MONUMENTED       NGS
 EQ0562  HISTORY     - 20050625 GOOD             GEOCAC
 EQ0562
 EQ0562                          STATION DESCRIPTION
 EQ0562
 EQ0562'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 EQ0562'IN SOCORRO.
 EQ0562'0.6 KILOMETERS (0.35 MILE) EAST ALONG MANZANARES AVENUE FROM THE
 EQ0562'POST OFFICE IN SOCORRO, SET VERTICALLY IN THE SOUTH FACE OF THE
 EQ0562'CENTER 1 OF 3 PIERS, NORTH OF THE AVENUE, OF THE SOUTH BOUND LANES
 EQ0562'OF THE OVERPASS OF INTERSTATE HIGHWAY 25 AND 7.4 METERS (24.4 FEET)
 EQ0562'NORTH OF THE CENTER LINE OF THE ROAD.
 EQ0562'THE MARK IS 1.2 M ABOVE THE ROAD.
 EQ0562
 EQ0562                          STATION RECOVERY (2005)
 EQ0562
 EQ0562'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 EQ0562'THE STATION MARK IS HEAVILY PAINTED OVER, WITH LINES INCISED OVER THE
 EQ0562'CENTRAL MARKER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1222 ***********************************************************************
 CX1222  DESIGNATION -  H 365
 CX1222  PID         -  CX1222
 CX1222  STATE/COUNTY-  NM/LUNA
 CX1222  USGS QUAD   -  DEMING WEST (1972)
 CX1222
 CX1222                         *CURRENT SURVEY CONTROL
 CX1222  ___________________________________________________________________
 CX1222* NAD 83(1986)-  32 20 59.     (N)    107 49 29.     (W)     SCALED    
 CX1222* NAVD 88     -      1369.370  (meters)    4492.67   (feet)  ADJUSTED  
 CX1222  ___________________________________________________________________
 CX1222  GEOID HEIGHT-         -24.45  (meters)                     GEOID03
 CX1222  DYNAMIC HT  -        1367.287 (meters)    4485.84  (feet)  COMP
 CX1222  MODELED GRAV-     979,070.5   (mgal)                       NAVD 88
 CX1222
 CX1222  VERT ORDER  -  FIRST     CLASS II
 CX1222
 CX1222.The horizontal coordinates were scaled from a topographic map and have
 CX1222.an estimated accuracy of +/- 6 seconds.
 CX1222
 CX1222.The orthometric height was determined by differential leveling
 CX1222.and adjusted by the National Geodetic Survey in June 1991..
 CX1222
 CX1222.The geoid height was determined by GEOID03.
 CX1222
 CX1222.The dynamic height is computed by dividing the NAVD 88
 CX1222.geopotential number by the normal gravity value computed on the
 CX1222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX1222.degrees latitude (g = 980.6199 gals.).
 CX1222
 CX1222.The modeled gravity was interpolated from observed gravity values.
 CX1222
 CX1222;                    North         East    Units  Estimated Accuracy
 CX1222;SPC NM W     -   149,650.      830,810.      MT  (+/- 180 meters Scaled)
 CX1222
 CX1222                          SUPERSEDED SURVEY CONTROL
 CX1222
 CX1222.No superseded survey control is available for this station.
 CX1222
 CX1222_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBR341827(NAD 83)
 CX1222_MARKER: DB = BENCH MARK DISK
 CX1222_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CX1222+WITH SETTING: INFORMATION.
 CX1222_SP_SET: SHALLOW SET METAL ROD
 CX1222_STAMPING: H 365 1979
 CX1222_PROJECTION: FLUSH
 CX1222_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX1222_ROD/PIPE-DEPTH: 2.9  meters
 CX1222
 CX1222  HISTORY     - Date     Condition        Report By
 CX1222  HISTORY     - 1979     MONUMENTED       NGS
 CX1222
 CX1222                          STATION DESCRIPTION
 CX1222
 CX1222'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CX1222'11.9 KM NW FROM DEMING.
 CX1222'0.2 KILOMETER (0.1 MILE) EAST ALONG SPRUCE STREET FROM THE POST OFFICE
 CX1222'IN DEMING, THENCE 11.7 KILOMETERS (7.3 MILES) NORTHWEST ALONG U.S.
 CX1222'HIGHWAY 180, 19.7 METERS (64.6 FEET) SOUTHWEST OF THE CENTERLINE OF
 CX1222'THE HIGHWAY, 11.5 METERS (37.7 FEET) SOUTHWEST OF MILE MARKER 158 AND
 CX1222'0.6 METER (1.9 FEET) EAST OF A FENCE.  NOTE= REFUSAL WAS REACHED AT
 CX1222'2.9 METERS (9.5 FEET).  ACCESS TO DISK IS THROUGH A 4-INCH SCREW PLUG.
 CX1222'THE MARK IS 0.5 METERS  NNW FROM A WITNESS POST.
 CX1222'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1273 ***********************************************************************
 CX1273  DESIGNATION -  H 366
 CX1273  PID         -  CX1273
 CX1273  STATE/COUNTY-  NM/SIERRA
 CX1273  USGS QUAD   -  CABALLO (1980)
 CX1273
 CX1273                         *CURRENT SURVEY CONTROL
 CX1273  ___________________________________________________________________
 CX1273* NAD 83(1986)-  32 55 02.     (N)    107 19 00.     (W)     SCALED    
 CX1273* NAVD 88     -      1295.016  (meters)    4248.73   (feet)  ADJUSTED  
 CX1273  ___________________________________________________________________
 CX1273  GEOID HEIGHT-         -23.61  (meters)                     GEOID03
 CX1273  DYNAMIC HT  -        1293.104 (meters)    4242.46  (feet)  COMP
 CX1273  MODELED GRAV-     979,117.2   (mgal)                       NAVD 88
 CX1273
 CX1273  VERT ORDER  -  FIRST     CLASS II
 CX1273
 CX1273.The horizontal coordinates were scaled from a topographic map and have
 CX1273.an estimated accuracy of +/- 6 seconds.
 CX1273
 CX1273.The orthometric height was determined by differential leveling
 CX1273.and adjusted by the National Geodetic Survey in June 1991..
 CX1273
 CX1273.The geoid height was determined by GEOID03.
 CX1273
 CX1273.The dynamic height is computed by dividing the NAVD 88
 CX1273.geopotential number by the normal gravity value computed on the
 CX1273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX1273.degrees latitude (g = 980.6199 gals.).
 CX1273
 CX1273.The modeled gravity was interpolated from observed gravity values.
 CX1273
 CX1273;                    North         East    Units  Estimated Accuracy
 CX1273;SPC NM W     -   212,690.      878,330.      MT  (+/- 180 meters Scaled)
 CX1273
 CX1273                          SUPERSEDED SURVEY CONTROL
 CX1273
 CX1273.No superseded survey control is available for this station.
 CX1273
 CX1273_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBS833444(NAD 83)
 CX1273_MARKER: DB = BENCH MARK DISK
 CX1273_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CX1273_SP_SET: STAINLESS STEEL ROD
 CX1273_STAMPING: H 366 1980
 CX1273_PROJECTION: FLUSH
 CX1273_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CX1273_ROD/PIPE-DEPTH: 10.4 meters
 CX1273
 CX1273  HISTORY     - Date     Condition        Report By
 CX1273  HISTORY     - 1980     MONUMENTED       NGS
 CX1273
 CX1273                          STATION DESCRIPTION
 CX1273
 CX1273'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CX1273'6.4 KM SOUTH FROM CABALLO.
 CX1273'6.4 KILOMETERS (3.95 MILES) SOUTH ALONG U.S HIGHWAY 85 FROM THE
 CX1273'POST OFFICE IN CABALLO, 0.7 KILOMETERS (0.45 MILE) NORTH OF HIGHWAY
 CX1273'MILE MARKER NUMBER 59, 15.2 METERS (49.6 FEET) EAST OF THE CENTER
 CX1273'LINE OF THE HIGHWAY, 11.1 METERS (36.5 FEET) SOUTH OF THE CENTER
 CX1273'OF THE ENTRANCE TO THE CABALLO BOAT STORAGE AREA AND 0.6 METERS
 CX1273'(1.9 FEET) WEST OF A WIRE FENCE.  NOTE=ACCESS TO THE DISK IS THROUGH
 CX1273'A 4-INCH SCREW PLUG.
 CX1273'THE MARK IS 0.6 METERS  N FROM A WITNESS POST.
 CX1273'THE MARK IS 1.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS1042 ***********************************************************************
 DS1042  DESIGNATION -  H 367
 DS1042  PID         -  DS1042
 DS1042  STATE/COUNTY-  NM/SOCORRO
 DS1042  USGS QUAD   -  BLACK HILL (1980)
 DS1042
 DS1042                         *CURRENT SURVEY CONTROL
 DS1042  ___________________________________________________________________
 DS1042* NAD 83(1986)-  33 36 29.     (N)    107 09 11.     (W)     SCALED    
 DS1042* NAVD 88     -      1497.330  (meters)    4912.49   (feet)  ADJUSTED  
 DS1042  ___________________________________________________________________
 DS1042  GEOID HEIGHT-         -22.82  (meters)                     GEOID03
 DS1042  DYNAMIC HT  -        1495.135 (meters)    4905.29  (feet)  COMP
 DS1042  MODELED GRAV-     979,118.4   (mgal)                       NAVD 88
 DS1042
 DS1042  VERT ORDER  -  FIRST     CLASS II
 DS1042
 DS1042.The horizontal coordinates were scaled from a topographic map and have
 DS1042.an estimated accuracy of +/- 6 seconds.
 DS1042
 DS1042.The orthometric height was determined by differential leveling
 DS1042.and adjusted by the National Geodetic Survey in June 1991..
 DS1042
 DS1042.The geoid height was determined by GEOID03.
 DS1042
 DS1042.The dynamic height is computed by dividing the NAVD 88
 DS1042.geopotential number by the normal gravity value computed on the
 DS1042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS1042.degrees latitude (g = 980.6199 gals.).
 DS1042
 DS1042.The modeled gravity was interpolated from observed gravity values.
 DS1042
 DS1042;                    North         East    Units  Estimated Accuracy
 DS1042;SPC NM C     -   289,550.      416,200.      MT  (+/- 180 meters Scaled)
 DS1042
 DS1042                          SUPERSEDED SURVEY CONTROL
 DS1042
 DS1042.No superseded survey control is available for this station.
 DS1042
 DS1042_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT002207(NAD 83)
 DS1042_MARKER: DB = BENCH MARK DISK
 DS1042_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DS1042_SP_SET: ABUTMENT
 DS1042_STAMPING: H 367 1980
 DS1042_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DS1042+STABILITY: POSITION/ELEVATION WELL
 DS1042
 DS1042  HISTORY     - Date     Condition        Report By
 DS1042  HISTORY     - 1980     MONUMENTED       NGS
 DS1042
 DS1042                          STATION DESCRIPTION
 DS1042
 DS1042'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 DS1042'45.8 KM SW FROM SAN ANTONIO.
 DS1042'0.2 KILOMETER (0.1 MILE) EAST ALONG U.S. HIGHWAY 380 FROM THE POST
 DS1042'OFFICE IN SAN ANTONIO, THENCE 45.6 KILOMETERS (28.3 MILES) SOUTH
 DS1042'ALONG STATE HIGHWAY 1, 2.0 KILOMETERS (1.25 MILES) SOUTH OF A
 DS1042'HIGHWAY REST AREA, IN TOP OF THE NORTHEAST OVERPASS ABUTMENT AND
 DS1042'4.9 METERS (16.0 FEET) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY.
 DS1042'THE MARK IS 0.7 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS1010 ***********************************************************************
 DS1010  DESIGNATION -  H 368
 DS1010  PID         -  DS1010
 DS1010  STATE/COUNTY-  NM/SIERRA
 DS1010  USGS QUAD   -  HUERFANO HILL (1980)
 DS1010
 DS1010                         *CURRENT SURVEY CONTROL
 DS1010  ___________________________________________________________________
 DS1010* NAD 83(1986)-  33 17 31.     (N)    107 17 10.     (W)     SCALED    
 DS1010* NAVD 88     -      1511.582  (meters)    4959.25   (feet)  ADJUSTED  
 DS1010  ___________________________________________________________________
 DS1010  GEOID HEIGHT-         -23.15  (meters)                     GEOID03
 DS1010  DYNAMIC HT  -        1509.367 (meters)    4951.98  (feet)  COMP
 DS1010  MODELED GRAV-     979,119.4   (mgal)                       NAVD 88
 DS1010
 DS1010  VERT ORDER  -  FIRST     CLASS II
 DS1010
 DS1010.The horizontal coordinates were scaled from a topographic map and have
 DS1010.an estimated accuracy of +/- 6 seconds.
 DS1010
 DS1010.The orthometric height was determined by differential leveling
 DS1010.and adjusted by the National Geodetic Survey in June 1991..
 DS1010
 DS1010.The geoid height was determined by GEOID03.
 DS1010
 DS1010.The dynamic height is computed by dividing the NAVD 88
 DS1010.geopotential number by the normal gravity value computed on the
 DS1010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS1010.degrees latitude (g = 980.6199 gals.).
 DS1010
 DS1010.The modeled gravity was interpolated from observed gravity values.
 DS1010
 DS1010;                    North         East    Units  Estimated Accuracy
 DS1010;SPC NM W     -   254,270.      880,970.      MT  (+/- 180 meters Scaled)
 DS1010
 DS1010                          SUPERSEDED SURVEY CONTROL
 DS1010
 DS1010.No superseded survey control is available for this station.
 DS1010
 DS1010_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBS871859(NAD 83)
 DS1010_MARKER: DB = BENCH MARK DISK
 DS1010_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DS1010_SP_SET: ABUTMENT
 DS1010_STAMPING: H 368 1980
 DS1010_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DS1010
 DS1010  HISTORY     - Date     Condition        Report By
 DS1010  HISTORY     - 1980     MONUMENTED       NGS
 DS1010
 DS1010                          STATION DESCRIPTION
 DS1010
 DS1010'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 DS1010'15.0 KM NNW FROM TRUTH OR CONSEQUENCES.
 DS1010'14.8 KILOMETERS (9.2 MILES) NORTH AND NORTHWEST ALONG U.S. HIGHWAY
 DS1010'85 (DATE STREET) FROM THE SIERRA COUNTY COURTHOUSE IN TRUTH OR
 DS1010'CONSEQUENCES, THENCE 0.2 KILOMETER (0.1 MILE) ALONG A PAVED ROAD,
 DS1010'IN THE TOP OF THE SOUTHWEST BRIDGE ABUTMENT WHICH IS SETTING ON
 DS1010'BED ROCK, 4.8 METERS (15.8 FEET) SOUTH OF THE CENTER LINE OF THE
 DS1010'HIGHWAY.
 DS1010'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0544 ***********************************************************************
 EQ0544  DESIGNATION -  H 369
 EQ0544  PID         -  EQ0544
 EQ0544  STATE/COUNTY-  NM/CATRON
 EQ0544  USGS QUAD   -  DATIL (1963)
 EQ0544
 EQ0544                         *CURRENT SURVEY CONTROL
 EQ0544  ___________________________________________________________________
 EQ0544* NAD 83(1986)-  34 08 14.     (N)    107 49 21.     (W)     SCALED    
 EQ0544* NAVD 88     -      2224.538  (meters)    7298.34   (feet)  ADJUSTED  
 EQ0544  ___________________________________________________________________
 EQ0544  GEOID HEIGHT-         -21.38  (meters)                     GEOID03
 EQ0544  DYNAMIC HT  -        2221.064 (meters)    7286.94  (feet)  COMP
 EQ0544  MODELED GRAV-     978,994.3   (mgal)                       NAVD 88
 EQ0544
 EQ0544  VERT ORDER  -  FIRST     CLASS II
 EQ0544
 EQ0544.The horizontal coordinates were scaled from a topographic map and have
 EQ0544.an estimated accuracy of +/- 6 seconds.
 EQ0544
 EQ0544.The orthometric height was determined by differential leveling
 EQ0544.and adjusted by the National Geodetic Survey in June 1991..
 EQ0544
 EQ0544.The geoid height was determined by GEOID03.
 EQ0544
 EQ0544.The dynamic height is computed by dividing the NAVD 88
 EQ0544.geopotential number by the normal gravity value computed on the
 EQ0544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0544.degrees latitude (g = 980.6199 gals.).
 EQ0544
 EQ0544.The modeled gravity was interpolated from observed gravity values.
 EQ0544
 EQ0544;                    North         East    Units  Estimated Accuracy
 EQ0544;SPC NM W     -   347,880.      831,000.      MT  (+/- 180 meters Scaled)
 EQ0544
 EQ0544                          SUPERSEDED SURVEY CONTROL
 EQ0544
 EQ0544.No superseded survey control is available for this station.
 EQ0544
 EQ0544_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBT397809(NAD 83)
 EQ0544_MARKER: DB = BENCH MARK DISK
 EQ0544_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 EQ0544+WITH SETTING: INFORMATION.
 EQ0544_SP_SET: SHALLOW SET METAL ROD
 EQ0544_STAMPING: H 369 1980
 EQ0544_PROJECTION: FLUSH
 EQ0544_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EQ0544_ROD/PIPE-DEPTH: 3.4  meters
 EQ0544
 EQ0544  HISTORY     - Date     Condition        Report By
 EQ0544  HISTORY     - 1980     MONUMENTED       NGS
 EQ0544
 EQ0544                          STATION DESCRIPTION
 EQ0544
 EQ0544'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 EQ0544'2.2 KM SE FROM DATIL.
 EQ0544'2.2 KM (1.35 MI)  EAST ALONG U.S. HIGHWAY 60 FROM THE
 EQ0544'JUNCTION OF STATE HIGHWAY 12 IN DATIL, 0.3 KM (0.2 MI) WEST
 EQ0544'OF MILE POST 79, AT THE NORTHWEST CORNER OF A SMALL FENCED CORRAL,
 EQ0544'30.6 METERS (100.4 FT) NORTHWEST OF THE NORTHWEST LEG OF AN OLD
 EQ0544'WOODEN WINDMILL, 28.0 METERS (92.0 FT) SOUTH OF THE CENTERLINE OF THE
 EQ0544'HIGHWAY, 1.0 METERS (3.3 FT) NORTH OF THE NORTHWEST CORNER POST
 EQ0544'OF THE CORRAL AND 0.4 METERS (1.3 FT) NORTH OF A FENCE.  NOTE=REFUSAL
 EQ0544'WAS REACHED AT 3.4 METERS.  ACCESS TO THE DISK IS THROUGH A 4-INCH
 EQ0544'SCREW PLUG.
 EQ0544'THE MARK IS 0.65 METERS  E FROM A WITNESS POST.
 EQ0544'THE MARK IS 1.2 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0448 ***********************************************************************
 CV0448  DESIGNATION -  H 37
 CV0448  PID         -  CV0448
 CV0448  STATE/COUNTY-  NM/LEA
 CV0448  USGS QUAD   -  IRONHOUSE WELL (1984)
 CV0448
 CV0448                         *CURRENT SURVEY CONTROL
 CV0448  ___________________________________________________________________
 CV0448* NAD 83(1986)-  32 42 20.     (N)    103 33 39.     (W)     SCALED    
 CV0448* NAVD 88     -      1224.545  (meters)    4017.53   (feet)  ADJUSTED  
 CV0448  ___________________________________________________________________
 CV0448  GEOID HEIGHT-         -22.32  (meters)                     GEOID03
 CV0448  DYNAMIC HT  -        1222.836 (meters)    4011.92  (feet)  COMP
 CV0448  MODELED GRAV-     979,199.3   (mgal)                       NAVD 88
 CV0448
 CV0448  VERT ORDER  -  SECOND    CLASS 0
 CV0448
 CV0448.The horizontal coordinates were scaled from a topographic map and have
 CV0448.an estimated accuracy of +/- 6 seconds.
 CV0448
 CV0448.The orthometric height was determined by differential leveling
 CV0448.and adjusted by the National Geodetic Survey in June 1991..
 CV0448
 CV0448.The geoid height was determined by GEOID03.
 CV0448
 CV0448.The dynamic height is computed by dividing the NAVD 88
 CV0448.geopotential number by the normal gravity value computed on the
 CV0448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0448.degrees latitude (g = 980.6199 gals.).
 CV0448
 CV0448.The modeled gravity was interpolated from observed gravity values.
 CV0448
 CV0448;                    North         East    Units  Estimated Accuracy
 CV0448;SPC NM E     -   189,370.      237,430.      MT  (+/- 180 meters Scaled)
 CV0448
 CV0448                          SUPERSEDED SURVEY CONTROL
 CV0448
 CV0448  NGVD 29 (??/??/92) 1224.049  (m)         4015.90   (f) ADJ UNCH    2 0
 CV0448
 CV0448.Superseded values are not recommended for survey control.
 CV0448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0448.See file dsdata.txt to determine how the superseded data were derived.
 CV0448
 CV0448_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFS348195(NAD 83)
 CV0448_MARKER: DB = BENCH MARK DISK
 CV0448_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0448_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CV0448_STAMPING: H 37 1928 4015.939 FT
 CV0448_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CV0448+STABILITY: SURFACE MOTION
 CV0448
 CV0448  HISTORY     - Date     Condition        Report By
 CV0448  HISTORY     - 1928     MONUMENTED       USGS
 CV0448  HISTORY     - 1935     GOOD             NGS
 CV0448  HISTORY     - 20020124 GOOD             INDIV
 CV0448
 CV0448                          STATION DESCRIPTION
 CV0448
 CV0448'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 CV0448'26.4 MI SW FROM LOVINGTON.
 CV0448'5.4 MI W ALONG STATE HWY NO. 83, THENCE SW ALONG ROADS TOWARD S
 CV0448'BUCKEYE AND ROBERTS RANCHES ABOUT 21 MILES.  3.6 MI. W. OF THE PEARL
 CV0448'POST OFFICE, THENCE 2.9 MI. N. W. ALONG THE CAPROCK ROAD, AND 35 FT.
 CV0448'N. E. OF THE CENTER LINE OF THE ROAD.
 CV0448
 CV0448                          STATION RECOVERY (2002)
 CV0448
 CV0448'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (JMM)
 CV0448'MARKER FOUND AT N32 42 21.3 / W103 33 40.1 (GPS).
 CV0448'CAPROCK ROAD IN STATION DESCRIPTION LONG ABANDONED IN AREA OF STATION
 CV0448'- VISIBLE ONLY AS PATH WITHOUT HEAVY VEGETATION.  STATION IS
 CV0448'APPROXIMATELY 130' N OF DUAL POLE MAJOR OVERHEAD POWERLINE RIGHT OF
 CV0448'WAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0098 ***********************************************************************
 DT0098  DESIGNATION -  H 37
 DT0098  PID         -  DT0098
 DT0098  STATE/COUNTY-  NM/GRANT
 DT0098  USGS QUAD   -  MOON RANCH (1965)
 DT0098
 DT0098                         *CURRENT SURVEY CONTROL
 DT0098  ___________________________________________________________________
 DT0098* NAD 83(1986)-  33 10 30.     (N)    108 49 09.     (W)     SCALED    
 DT0098* NAVD 88     -      1594.861  (meters)    5232.47   (feet)  ADJUSTED  
 DT0098  ___________________________________________________________________
 DT0098  GEOID HEIGHT-         -24.31  (meters)                     GEOID03
 DT0098  DYNAMIC HT  -        1592.426 (meters)    5224.48  (feet)  COMP
 DT0098  MODELED GRAV-     979,055.1   (mgal)                       NAVD 88
 DT0098
 DT0098  VERT ORDER  -  FIRST     CLASS II
 DT0098
 DT0098.The horizontal coordinates were scaled from a topographic map and have
 DT0098.an estimated accuracy of +/- 6 seconds.
 DT0098
 DT0098.The orthometric height was determined by differential leveling
 DT0098.and adjusted by the National Geodetic Survey in June 1991..
 DT0098
 DT0098.The geoid height was determined by GEOID03.
 DT0098
 DT0098.The dynamic height is computed by dividing the NAVD 88
 DT0098.geopotential number by the normal gravity value computed on the
 DT0098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0098.degrees latitude (g = 980.6199 gals.).
 DT0098
 DT0098.The modeled gravity was interpolated from observed gravity values.
 DT0098
 DT0098;                    North         East    Units  Estimated Accuracy
 DT0098;SPC NM W     -   241,600.      738,060.      MT  (+/- 180 meters Scaled)
 DT0098
 DT0098                          SUPERSEDED SURVEY CONTROL
 DT0098
 DT0098  NGVD 29 (??/??/92) 1593.978  (m)         5229.58   (f) ADJ UNCH    1 2
 DT0098
 DT0098.Superseded values are not recommended for survey control.
 DT0098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0098.See file dsdata.txt to determine how the superseded data were derived.
 DT0098
 DT0098_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYB033728(NAD 83)
 DT0098_MARKER: DB = BENCH MARK DISK
 DT0098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DT0098_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DT0098_STAMPING: H-37 1934
 DT0098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DT0098+STABILITY: SURFACE MOTION
 DT0098
 DT0098  HISTORY     - Date     Condition        Report By
 DT0098  HISTORY     - 1934     MONUMENTED       CGS
 DT0098
 DT0098                          STATION DESCRIPTION
 DT0098
 DT0098'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DT0098'14.1 MI S FROM GLENWOOD.
 DT0098'14.1 MI SOUTH ALONG STATE HWY NO.11, FROM THE POST OFFICE ON STATE HWY
 DT0098'NO.11, 5.2 MI NORTH OF JACKSON FILLING STATION, AND ABOUT 0.5 MI SOUTH
 DT0098'OF THE ENTRANCE TO GILA NATIONAL FOREST.  IN A SADDLE AT THE CREST OF
 DT0098'A HILL.  28 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 2 FEET EAST OF
 DT0098'THE FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0303 ***********************************************************************
 DQ0303  DESIGNATION -  H 37
 DQ0303  PID         -  DQ0303
 DQ0303  STATE/COUNTY-  NM/LEA
 DQ0303  USGS QUAD   -  RANGER LAKE (1984)
 DQ0303
 DQ0303                         *CURRENT SURVEY CONTROL
 DQ0303  ___________________________________________________________________
 DQ0303* NAD 83(1986)-  33 23 09.     (N)    103 19 03.     (W)     SCALED    
 DQ0303* NAVD 88     -      1224.820  (meters)    4018.43   (feet)  ADJUSTED  
 DQ0303  ___________________________________________________________________
 DQ0303  GEOID HEIGHT-         -22.06  (meters)                     GEOID03
 DQ0303  DYNAMIC HT  -        1223.177 (meters)    4013.04  (feet)  COMP
 DQ0303  MODELED GRAV-     979,253.0   (mgal)                       NAVD 88
 DQ0303
 DQ0303  VERT ORDER  -  SECOND    CLASS 0
 DQ0303
 DQ0303.The horizontal coordinates were scaled from a topographic map and have
 DQ0303.an estimated accuracy of +/- 6 seconds.
 DQ0303
 DQ0303.The orthometric height was determined by differential leveling
 DQ0303.and adjusted by the National Geodetic Survey in June 1991..
 DQ0303
 DQ0303.The geoid height was determined by GEOID03.
 DQ0303
 DQ0303.The dynamic height is computed by dividing the NAVD 88
 DQ0303.geopotential number by the normal gravity value computed on the
 DQ0303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0303.degrees latitude (g = 980.6199 gals.).
 DQ0303
 DQ0303.The modeled gravity was interpolated from observed gravity values.
 DQ0303
 DQ0303;                    North         East    Units  Estimated Accuracy
 DQ0303;SPC NM E     -   265,000.      259,510.      MT  (+/- 180 meters Scaled)
 DQ0303
 DQ0303                          SUPERSEDED SURVEY CONTROL
 DQ0303
 DQ0303  NGVD 29 (??/??/92) 1224.351  (m)         4016.89   (f) ADJ UNCH    2 0
 DQ0303
 DQ0303.Superseded values are not recommended for survey control.
 DQ0303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0303.See file dsdata.txt to determine how the superseded data were derived.
 DQ0303
 DQ0303_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFS564953(NAD 83)
 DQ0303_MARKER: DB = BENCH MARK DISK
 DQ0303_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0303_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DQ0303_STAMPING: H 37 1930
 DQ0303_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0303+STABILITY: SURFACE MOTION
 DQ0303
 DQ0303  HISTORY     - Date     Condition        Report By
 DQ0303  HISTORY     - 1930     MONUMENTED       USGS
 DQ0303  HISTORY     - 1939     POOR             NGS
 DQ0303  HISTORY     - 1943     GOOD             NGS
 DQ0303
 DQ0303                          STATION DESCRIPTION
 DQ0303
 DQ0303'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 DQ0303'9.1 MI N FROM TATUM.
 DQ0303'ALONG STATE HIGHWAY NO. 18.  60 FEET SOUTH OF A DIM V ROAD TO EAST AND
 DQ0303'NORTHEAST, WHICH HAS BEEN BLOCKED BY THE R/W FENCE.  33 FEET EAST OF
 DQ0303'CENTER-LINE OF THE HIGHWAY.  2 FEET WEST OF R/W FENCE.  AT A POINT 0.2
 DQ0303'MILES SOUTH OF WHERE ROAD CURVES FROM NORTH TO NORTHWEST.  STAND. DISK
 DQ0303'CONC POST.
 DQ0303
 DQ0303                          STATION RECOVERY (1943)
 DQ0303
 DQ0303'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1943
 DQ0303'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0099 ***********************************************************************
 DT0099  DESIGNATION -  H 37 RESET
 DT0099  PID         -  DT0099
 DT0099  STATE/COUNTY-  NM/GRANT
 DT0099  USGS QUAD   -  MOON RANCH (1965)
 DT0099
 DT0099                         *CURRENT SURVEY CONTROL
 DT0099  ___________________________________________________________________
 DT0099* NAD 83(1986)-  33 10 32.     (N)    108 49 10.     (W)     SCALED    
 DT0099* NAVD 88     -      1594.590  (meters)    5231.58   (feet)  ADJUSTED  
 DT0099  ___________________________________________________________________
 DT0099  GEOID HEIGHT-         -24.31  (meters)                     GEOID03
 DT0099  DYNAMIC HT  -        1592.156 (meters)    5223.60  (feet)  COMP
 DT0099  MODELED GRAV-     979,055.5   (mgal)                       NAVD 88
 DT0099
 DT0099  VERT ORDER  -  FIRST     CLASS II
 DT0099
 DT0099.The horizontal coordinates were scaled from a topographic map and have
 DT0099.an estimated accuracy of +/- 6 seconds.
 DT0099
 DT0099.The orthometric height was determined by differential leveling
 DT0099.and adjusted by the National Geodetic Survey in June 1991..
 DT0099
 DT0099.The geoid height was determined by GEOID03.
 DT0099
 DT0099.The dynamic height is computed by dividing the NAVD 88
 DT0099.geopotential number by the normal gravity value computed on the
 DT0099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0099.degrees latitude (g = 980.6199 gals.).
 DT0099
 DT0099.The modeled gravity was interpolated from observed gravity values.
 DT0099
 DT0099;                    North         East    Units  Estimated Accuracy
 DT0099;SPC NM W     -   241,660.      738,030.      MT  (+/- 180 meters Scaled)
 DT0099
 DT0099                          SUPERSEDED SURVEY CONTROL
 DT0099
 DT0099  NGVD 29 (??/??/??) 1593.69   (m)         5228.6    (f) RESET       3  
 DT0099
 DT0099.Superseded values are not recommended for survey control.
 DT0099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0099.See file dsdata.txt to determine how the superseded data were derived.
 DT0099
 DT0099_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYB033728(NAD 83)
 DT0099_MARKER: DB = BENCH MARK DISK
 DT0099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DT0099_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DT0099_STAMPING: H 37 RESET 1958
 DT0099_PROJECTION: PROJECTING 8 CENTIMETERS
 DT0099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DT0099+STABILITY: SURFACE MOTION
 DT0099
 DT0099  HISTORY     - Date     Condition        Report By
 DT0099  HISTORY     - 1958     MONUMENTED       MNHD
 DT0099  HISTORY     - 1967     GOOD             NGS
 DT0099  HISTORY     - 1980     GOOD             NGS
 DT0099
 DT0099                          STATION DESCRIPTION
 DT0099
 DT0099'DESCRIBED BY MN HIGHWAY DEPT 1958
 DT0099'13.0 MI S FROM GLENWOOD.
 DT0099'14.5 MILES SOUTH ALONG U.S. HIGHWAY 180 FROM THE POST OFFICE AT
 DT0099'GLENWOOD, 0.5 MILE SOUTH OF THE ENTRANCE TO GILA NATIONAL FOREST, 73.5
 DT0099'FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 1.0 FOOT EAST OF A FENCE,
 DT0099'AND 6 FEET SOUTH OF A HIGHWAY RIGHT-OF-WAY MARKER (RR RAIL) MARKED
 DT0099'25+00.  THE DISK IS SET IN THE TOP OF A CONCRETE POST.
 DT0099
 DT0099                          STATION RECOVERY (1967)
 DT0099
 DT0099'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 DT0099'RECOVERED IN GOOD CONDITION.
 DT0099
 DT0099                          STATION RECOVERY (1980)
 DT0099
 DT0099'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DT0099'21.1 KILOMETERS (13.1 MILES) SOUTHEAST ALONG U.S. HIGHWAY 180 FROM
 DT0099'THE POST OFFICE IN GLEWOOD, 1.3 KILOMETERS (0.8 MILE) SOUTHEAST OF
 DT0099'ENTRANCE SIGN GILA NATIONAL FOREST LEOPOLD VISTA, 0.6 KILOMETER (0.4
 DT0099'MILE) SOUTHEAST OF HIGHWAY MILEMARKER 64, 21.2 METERS (69.5 FEET)
 DT0099'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 1.8 METERS (6.0 FEET)
 DT0099'SOUTHEAST OF A YELLOW RIGHT-OF-WAY MARKER AND 0.3 METER
 DT0099'(1.0 FOOT) NORTHWEST OF A RIGHT-OF-WAY FENCE.
 DT0099'THE MARK IS 0.4 METERS  NW FROM A WITNESS POST.
 DT0099'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0552 ***********************************************************************
 EQ0552  DESIGNATION -  H 370
 EQ0552  PID         -  EQ0552
 EQ0552  STATE/COUNTY-  NM/CATRON
 EQ0552  USGS QUAD   -  SUGARLOAF MOUNTAIN (1995)
 EQ0552
 EQ0552                         *CURRENT SURVEY CONTROL
 EQ0552  ___________________________________________________________________
 EQ0552* NAD 83(1986)-  34 05 05.     (N)    107 54 24.     (W)     SCALED    
 EQ0552* NAVD 88     -      2269.382  (meters)    7445.46   (feet)  ADJUSTED  
 EQ0552  ___________________________________________________________________
 EQ0552  GEOID HEIGHT-         -21.44  (meters)                     GEOID03
 EQ0552  DYNAMIC HT  -        2265.827 (meters)    7433.80  (feet)  COMP
 EQ0552  MODELED GRAV-     978,987.5   (mgal)                       NAVD 88
 EQ0552
 EQ0552  VERT ORDER  -  FIRST     CLASS II
 EQ0552
 EQ0552.The horizontal coordinates were scaled from a topographic map and have
 EQ0552.an estimated accuracy of +/- 6 seconds.
 EQ0552
 EQ0552.The orthometric height was determined by differential leveling
 EQ0552.and adjusted by the National Geodetic Survey in June 1991..
 EQ0552
 EQ0552.The geoid height was determined by GEOID03.
 EQ0552
 EQ0552.The dynamic height is computed by dividing the NAVD 88
 EQ0552.geopotential number by the normal gravity value computed on the
 EQ0552.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0552.degrees latitude (g = 980.6199 gals.).
 EQ0552
 EQ0552.The modeled gravity was interpolated from observed gravity values.
 EQ0552
 EQ0552;                    North         East    Units  Estimated Accuracy
 EQ0552;SPC NM W     -   342,060.      823,230.      MT  (+/- 180 meters Scaled)
 EQ0552
 EQ0552                          SUPERSEDED SURVEY CONTROL
 EQ0552
 EQ0552.No superseded survey control is available for this station.
 EQ0552
 EQ0552_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBT317753(NAD 83)
 EQ0552_MARKER: DB = BENCH MARK DISK
 EQ0552_SETTING: 66 = SET IN ROCK OUTCROP
 EQ0552_SP_SET: ROCK OUTCROP
 EQ0552_STAMPING: H 370 1980
 EQ0552_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EQ0552+STABILITY: POSITION/ELEVATION WELL
 EQ0552
 EQ0552  HISTORY     - Date     Condition        Report By
 EQ0552  HISTORY     - 1980     MONUMENTED       NGS
 EQ0552
 EQ0552                          STATION DESCRIPTION
 EQ0552
 EQ0552'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 EQ0552'9.7 KM SW FROM DATIL.
 EQ0552'9.7 KM (6.05 MI)SOUTHWEST ALONG STATE HIGHWAY 12 FROM THE
 EQ0552'POST OFFICE IN DATIL, 3.2 KM (2.0 MI) SOUTHWEST OF A DIRT
 EQ0552'ROAD LEADING NORTHWEST, 15.4 METERS (50.5 FT) NORTHWEST OF THE
 EQ0552'CENTERLINE OF THE HIGHWAY AND 5.6 METERS (18.5 FT) SOUTHEAST OF A
 EQ0552'BARBED WIRE FENCE.  NOTE=DISK IS SET IN BEDROCK.
 EQ0552'THE MARK IS 0.4 METERS  NE FROM A WITNESS POST.
 EQ0552'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0603 ***********************************************************************
 DT0603  DESIGNATION -  H 372
 DT0603  PID         -  DT0603
 DT0603  STATE/COUNTY-  NM/CATRON
 DT0603  USGS QUAD   -  ARAGON (1965)
 DT0603
 DT0603                         *CURRENT SURVEY CONTROL
 DT0603  ___________________________________________________________________
 DT0603* NAD 83(1986)-  33 54 10.     (N)    108 30 11.     (W)     SCALED    
 DT0603* NAVD 88     -      2081.571  (meters)    6829.29   (feet)  ADJUSTED  
 DT0603  ___________________________________________________________________
 DT0603  GEOID HEIGHT-         -21.97  (meters)                     GEOID03
 DT0603  DYNAMIC HT  -        2078.311 (meters)    6818.59  (feet)  COMP
 DT0603  MODELED GRAV-     978,995.8   (mgal)                       NAVD 88
 DT0603
 DT0603  VERT ORDER  -  FIRST     CLASS II
 DT0603
 DT0603.The horizontal coordinates were scaled from a topographic map and have
 DT0603.an estimated accuracy of +/- 6 seconds.
 DT0603
 DT0603.The orthometric height was determined by differential leveling
 DT0603.and adjusted by the National Geodetic Survey in June 1991..
 DT0603
 DT0603.The geoid height was determined by GEOID03.
 DT0603
 DT0603.The dynamic height is computed by dividing the NAVD 88
 DT0603.geopotential number by the normal gravity value computed on the
 DT0603.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0603.degrees latitude (g = 980.6199 gals.).
 DT0603
 DT0603.The modeled gravity was interpolated from observed gravity values.
 DT0603
 DT0603;                    North         East    Units  Estimated Accuracy
 DT0603;SPC NM W     -   322,080.      768,060.      MT  (+/- 180 meters Scaled)
 DT0603
 DT0603                          SUPERSEDED SURVEY CONTROL
 DT0603
 DT0603.No superseded survey control is available for this station.
 DT0603
 DT0603_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYC308541(NAD 83)
 DT0603_MARKER: DB = BENCH MARK DISK
 DT0603_SETTING: 66 = SET IN ROCK OUTCROP
 DT0603_SP_SET: ROCK OUTCROP
 DT0603_STAMPING: H 372 1980
 DT0603_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DT0603+STABILITY: POSITION/ELEVATION WELL
 DT0603
 DT0603  HISTORY     - Date     Condition        Report By
 DT0603  HISTORY     - 1980     MONUMENTED       NGS
 DT0603
 DT0603                          STATION DESCRIPTION
 DT0603
 DT0603'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 DT0603'4.4 KM NE FROM ARAGON.
 DT0603'4.4 KM (2.75MI) NORTHEAST ALONG STATE HIGHWAY 12 FROM THE
 DT0603'POST OFFICE IN ARAGON, 43.9 METERS (143.9 FT) SOUTH OF MILE POST 29
 DT0603'AND 9.0 METERS (29.6 FT) SOUTHWEST OF THE CENTERLINE OF THE
 DT0603'HIGHWAY.  NOTE=DISK IS SET IN BEDROCK.
 DT0603'THE MARK IS 0.4 METERS  SE FROM A WITNESS POST.
 DT0603'THE MARK IS 1.8 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0582 ***********************************************************************
 DT0582  DESIGNATION -  H 373
 DT0582  PID         -  DT0582
 DT0582  STATE/COUNTY-  NM/CATRON
 DT0582  USGS QUAD   -  HORSE MOUNTAIN WEST (1981)
 DT0582
 DT0582                         *CURRENT SURVEY CONTROL
 DT0582  ___________________________________________________________________
 DT0582* NAD 83(1986)-  33 55 21.     (N)    108 14 46.     (W)     SCALED    
 DT0582* NAVD 88     -      2178.101  (meters)    7145.99   (feet)  ADJUSTED  
 DT0582  ___________________________________________________________________
 DT0582  GEOID HEIGHT-         -21.85  (meters)                     GEOID03
 DT0582  DYNAMIC HT  -        2174.671 (meters)    7134.73  (feet)  COMP
 DT0582  MODELED GRAV-     978,983.4   (mgal)                       NAVD 88
 DT0582
 DT0582  VERT ORDER  -  FIRST     CLASS II
 DT0582
 DT0582.The horizontal coordinates were scaled from a topographic map and have
 DT0582.an estimated accuracy of +/- 6 seconds.
 DT0582
 DT0582.The orthometric height was determined by differential leveling
 DT0582.and adjusted by the National Geodetic Survey in June 1991..
 DT0582
 DT0582.The geoid height was determined by GEOID03.
 DT0582
 DT0582.The dynamic height is computed by dividing the NAVD 88
 DT0582.geopotential number by the normal gravity value computed on the
 DT0582.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0582.degrees latitude (g = 980.6199 gals.).
 DT0582
 DT0582.The modeled gravity was interpolated from observed gravity values.
 DT0582
 DT0582;                    North         East    Units  Estimated Accuracy
 DT0582;SPC NM W     -   324,140.      791,830.      MT  (+/- 180 meters Scaled)
 DT0582
 DT0582                          SUPERSEDED SURVEY CONTROL
 DT0582
 DT0582.No superseded survey control is available for this station.
 DT0582
 DT0582_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYC545569(NAD 83)
 DT0582_MARKER: DB = BENCH MARK DISK
 DT0582_SETTING: 66 = SET IN ROCK OUTCROP
 DT0582_SP_SET: ROCK OUTCROP
 DT0582_STAMPING: H 373 1980
 DT0582_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DT0582+STABILITY: POSITION/ELEVATION WELL
 DT0582_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DT0582+SATELLITE: SATELLITE OBSERVATIONS - November 27, 2004
 DT0582
 DT0582  HISTORY     - Date     Condition        Report By
 DT0582  HISTORY     - 1980     MONUMENTED       NGS
 DT0582  HISTORY     - 20041127 GOOD             GEOCAC
 DT0582
 DT0582                          STATION DESCRIPTION
 DT0582
 DT0582'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 DT0582'30.4 KM NE FROM ARAGON.
 DT0582'30.4 KM (18.9 MI) NORTHEAST ALONG STATE HIGHWAY 12 FROM THE
 DT0582'POST OFFICE IN ARAGON, 0.3 KM (0.2 MI) EAST OF MILE POST 45,
 DT0582'2.0 KM (1.25 MI) EAST OF A SIDE ROAD LEADING NORTH, NEAR
 DT0582'THE WEST END OF A ROCK CUTBANK, 19.4 METERS (63.7 FT) SOUTH OF A
 DT0582'FENCE AND 7.6 METERS (24.9 FT) NORTH OF THE CENTERLINE OF THE
 DT0582'HIGHWAY.  NOTE=DISK IS SET IN BEDROCK.
 DT0582'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 DT0582'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
 DT0582
 DT0582                          STATION RECOVERY (2004)
 DT0582
 DT0582'RECOVERY NOTE BY GEOCACHING 2004 (CB)
 DT0582'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0496 ***********************************************************************
 DT0496  DESIGNATION -  H 374
 DT0496  PID         -  DT0496
 DT0496  STATE/COUNTY-  NM/CATRON
 DT0496  USGS QUAD   -  BULL BASIN (1965)
 DT0496
 DT0496                         *CURRENT SURVEY CONTROL
 DT0496  ___________________________________________________________________
 DT0496* NAD 83(1986)-  33 44 47.     (N)    108 56 48.     (W)     SCALED    
 DT0496* NAVD 88     -      2347.975  (meters)    7703.31   (feet)  ADJUSTED  
 DT0496  ___________________________________________________________________
 DT0496  GEOID HEIGHT-         -22.62  (meters)                     GEOID03
 DT0496  DYNAMIC HT  -        2344.191 (meters)    7690.90  (feet)  COMP
 DT0496  MODELED GRAV-     978,940.0   (mgal)                       NAVD 88
 DT0496
 DT0496  VERT ORDER  -  FIRST     CLASS II
 DT0496
 DT0496.The horizontal coordinates were scaled from a topographic map and have
 DT0496.an estimated accuracy of +/- 6 seconds.
 DT0496
 DT0496.The orthometric height was determined by differential leveling
 DT0496.and adjusted by the National Geodetic Survey in June 1991..
 DT0496
 DT0496.The geoid height was determined by GEOID03.
 DT0496
 DT0496.The dynamic height is computed by dividing the NAVD 88
 DT0496.geopotential number by the normal gravity value computed on the
 DT0496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0496.degrees latitude (g = 980.6199 gals.).
 DT0496
 DT0496.The modeled gravity was interpolated from observed gravity values.
 DT0496
 DT0496;                    North         East    Units  Estimated Accuracy
 DT0496;SPC NM W     -   305,090.      726,850.      MT  (+/- 180 meters Scaled)
 DT0496
 DT0496                          SUPERSEDED SURVEY CONTROL
 DT0496
 DT0496.No superseded survey control is available for this station.
 DT0496
 DT0496_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC901359(NAD 83)
 DT0496_MARKER: DB = BENCH MARK DISK
 DT0496_SETTING: 66 = SET IN ROCK OUTCROP
 DT0496_SP_SET: ROCK OUTCROP
 DT0496_STAMPING: H 374 1980
 DT0496_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DT0496+STABILITY: POSITION/ELEVATION WELL
 DT0496
 DT0496  HISTORY     - Date     Condition        Report By
 DT0496  HISTORY     - 1980     MONUMENTED       NGS
 DT0496
 DT0496                          STATION DESCRIPTION
 DT0496
 DT0496'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 DT0496'9.5 KM SE FROM LUNA.
 DT0496'9.5 KM (5.9 MI) SOUTHEAST ALONG U.S. HIGHWAY 180 FROM
 DT0496'THE POST OFFICE IN LUNA, 1.0 KM (0.6 MI) SOUTHEAST OF MILE
 DT0496'POST 13, AND 27.7 METERS (91.0 FT) SOUTH-SOUTHWEST OF THE CENTER
 DT0496'LINE OF THE HIGHWAY.
 DT0496'THE MARK IS 0.3 METERS  SSW FROM A WITNESS POST.
 DT0496'THE MARK IS 1.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0449 ***********************************************************************
 CV0449  DESIGNATION -  H 38
 CV0449  PID         -  CV0449
 CV0449  STATE/COUNTY-  NM/LEA
 CV0449  USGS QUAD   -  IRONHOUSE WELL (1984)
 CV0449
 CV0449                         *CURRENT SURVEY CONTROL
 CV0449  ___________________________________________________________________
 CV0449* NAD 83(1986)-  32 44 19.     (N)    103 35 33.     (W)     SCALED    
 CV0449* NAVD 88     -      1240.135  (meters)    4068.68   (feet)  ADJUSTED  
 CV0449  ___________________________________________________________________
 CV0449  GEOID HEIGHT-         -22.28  (meters)                     GEOID03
 CV0449  DYNAMIC HT  -        1238.404 (meters)    4063.00  (feet)  COMP
 CV0449  MODELED GRAV-     979,198.4   (mgal)                       NAVD 88
 CV0449
 CV0449  VERT ORDER  -  SECOND    CLASS 0
 CV0449
 CV0449.The horizontal coordinates were scaled from a topographic map and have
 CV0449.an estimated accuracy of +/- 6 seconds.
 CV0449
 CV0449.The orthometric height was determined by differential leveling
 CV0449.and adjusted by the National Geodetic Survey in June 1991..
 CV0449
 CV0449.The geoid height was determined by GEOID03.
 CV0449
 CV0449.The dynamic height is computed by dividing the NAVD 88
 CV0449.geopotential number by the normal gravity value computed on the
 CV0449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0449.degrees latitude (g = 980.6199 gals.).
 CV0449
 CV0449.The modeled gravity was interpolated from observed gravity values.
 CV0449
 CV0449;                    North         East    Units  Estimated Accuracy
 CV0449;SPC NM E     -   193,010.      234,430.      MT  (+/- 180 meters Scaled)
 CV0449
 CV0449                          SUPERSEDED SURVEY CONTROL
 CV0449
 CV0449  NGVD 29 (??/??/92) 1239.631  (m)         4067.02   (f) ADJ UNCH    2 0
 CV0449
 CV0449.Superseded values are not recommended for survey control.
 CV0449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0449.See file dsdata.txt to determine how the superseded data were derived.
 CV0449
 CV0449_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFS318231(NAD 83)
 CV0449_MARKER: DB = BENCH MARK DISK
 CV0449_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0449_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CV0449_STAMPING: H 38 1928 4067.060 FT
 CV0449_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CV0449+STABILITY: SURFACE MOTION
 CV0449
 CV0449  HISTORY     - Date     Condition        Report By
 CV0449  HISTORY     - 1928     MONUMENTED       USGS
 CV0449  HISTORY     - 1935     GOOD             NGS
 CV0449
 CV0449                          STATION DESCRIPTION
 CV0449
 CV0449'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 CV0449'25.4 MI SW FROM LOVINGTON.
 CV0449'5.4 MI WEST ALONG STATE HWY NO. 83, THENCE 20.0 MI SW ALONG ROADS
 CV0449'TOWARDS THE BUCKEYE AND THE ROBERTS RANCHES.  NEAR A SECTION CORNER
 CV0449'STAMPED T-18-S, R-34-E, SECTIONS 17, 18, 19, AND 20, 47 FT. FROM THE
 CV0449'CENTER LINE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0299 ***********************************************************************
 DQ0299  DESIGNATION -  H 38
 DQ0299  PID         -  DQ0299
 DQ0299  STATE/COUNTY-  NM/LEA
 DQ0299  USGS QUAD   -  RANGER LAKE (1984)
 DQ0299
 DQ0299                         *CURRENT SURVEY CONTROL
 DQ0299  ___________________________________________________________________
 DQ0299* NAD 83(1986)-  33 25 45.     (N)    103 19 51.     (W)     SCALED    
 DQ0299* NAVD 88     -      1240.374  (meters)    4069.46   (feet)  POSTED    
 DQ0299  ___________________________________________________________________
 DQ0299  GEOID HEIGHT-         -22.13  (meters)                     GEOID03
 DQ0299  DYNAMIC HT  -        1238.710 (meters)    4064.00  (feet)  COMP
 DQ0299  MODELED GRAV-     979,251.1   (mgal)                       NAVD 88
 DQ0299
 DQ0299  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 DQ0299
 DQ0299.The horizontal coordinates were scaled from a topographic map and have
 DQ0299.an estimated accuracy of +/- 6 seconds.
 DQ0299
 DQ0299.The orthometric height was determined by differential leveling
 DQ0299.and adjusted by the National Geodetic Survey in 1992..
 DQ0299.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 DQ0299.rate of 2.1 thru 3.0 mm/km.
 DQ0299
 DQ0299.The geoid height was determined by GEOID03.
 DQ0299
 DQ0299.The dynamic height is computed by dividing the NAVD 88
 DQ0299.geopotential number by the normal gravity value computed on the
 DQ0299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0299.degrees latitude (g = 980.6199 gals.).
 DQ0299
 DQ0299.The modeled gravity was interpolated from observed gravity values.
 DQ0299
 DQ0299;                    North         East    Units  Estimated Accuracy
 DQ0299;SPC NM E     -   269,800.      258,220.      MT  (+/- 180 meters Scaled)
 DQ0299
 DQ0299                          SUPERSEDED SURVEY CONTROL
 DQ0299
 DQ0299  NGVD 29 (??/??/92) 1239.889  (m)         4067.87   (f) ADJ UNCH    2 0
 DQ0299
 DQ0299.Superseded values are not recommended for survey control.
 DQ0299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0299.See file dsdata.txt to determine how the superseded data were derived.
 DQ0299
 DQ0299_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFT551001(NAD 83)
 DQ0299_MARKER: Z = SEE DESCRIPTION
 DQ0299_SETTING: 0 = UNSPECIFIED SETTING
 DQ0299_STAMPING: H 38 1930
 DQ0299_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DQ0299
 DQ0299  HISTORY     - Date     Condition        Report By
 DQ0299  HISTORY     - 1930     MONUMENTED       USGS
 DQ0299  HISTORY     - 1939     GOOD             NGS
 DQ0299
 DQ0299                          STATION DESCRIPTION
 DQ0299
 DQ0299'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 DQ0299'12.3 MI N FROM TATUM.
 DQ0299'ALONG STATE HIGHWAY NO. 18.  120 FEET NORTHEAST OF A T ANGLE IN FENCE
 DQ0299'ON WEST SIDE OF ROAD.  45 FEET EAST OF CENTER-LINE OF HIGHWAY.  5 FEET
 DQ0299'EAST OF R/W FENCE.  3 FEET NORTH OF T FENCE LINE EXTENDED.  2 FEET
 DQ0299'ABOVE ROAD LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0596 ***********************************************************************
 FM0596  DESIGNATION -  H 38
 FM0596  PID         -  FM0596
 FM0596  STATE/COUNTY-  NM/QUAY
 FM0596  USGS QUAD   -  LOGAN NE (1989)
 FM0596
 FM0596                         *CURRENT SURVEY CONTROL
 FM0596  ___________________________________________________________________
 FM0596* NAD 83(1986)-  35 28 40.     (N)    103 16 36.     (W)     SCALED    
 FM0596* NAVD 88     -      1200.631  (meters)    3939.07   (feet)  ADJUSTED  
 FM0596  ___________________________________________________________________
 FM0596  GEOID HEIGHT-         -23.13  (meters)                     GEOID03
 FM0596  DYNAMIC HT  -        1199.198 (meters)    3934.37  (feet)  COMP
 FM0596  MODELED GRAV-     979,398.8   (mgal)                       NAVD 88
 FM0596
 FM0596  VERT ORDER  -  FIRST     CLASS II
 FM0596
 FM0596.The horizontal coordinates were scaled from a topographic map and have
 FM0596.an estimated accuracy of +/- 6 seconds.
 FM0596
 FM0596.The orthometric height was determined by differential leveling
 FM0596.and adjusted by the National Geodetic Survey in June 1991..
 FM0596
 FM0596.The geoid height was determined by GEOID03.
 FM0596
 FM0596.The dynamic height is computed by dividing the NAVD 88
 FM0596.geopotential number by the normal gravity value computed on the
 FM0596.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0596.degrees latitude (g = 980.6199 gals.).
 FM0596
 FM0596.The modeled gravity was interpolated from observed gravity values.
 FM0596
 FM0596;                    North         East    Units  Estimated Accuracy
 FM0596;SPC NM E     -   497,090.      260,890.      MT  (+/- 180 meters Scaled)
 FM0596
 FM0596                          SUPERSEDED SURVEY CONTROL
 FM0596
 FM0596  NGVD 29 (??/??/92) 1200.066  (m)         3937.22   (f) ADJ UNCH    1 2
 FM0596
 FM0596.Superseded values are not recommended for survey control.
 FM0596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0596.See file dsdata.txt to determine how the superseded data were derived.
 FM0596
 FM0596_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFV563273(NAD 83)
 FM0596_MARKER: DB = BENCH MARK DISK
 FM0596_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0596_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0596_STAMPING: H-38 1933
 FM0596_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0596+STABILITY: SURFACE MOTION
 FM0596
 FM0596  HISTORY     - Date     Condition        Report By
 FM0596  HISTORY     - 1933     MONUMENTED       CGS
 FM0596  HISTORY     - 1962     GOOD             NGS
 FM0596
 FM0596                          STATION DESCRIPTION
 FM0596
 FM0596'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 FM0596'10.9 MI NE FROM LOGAN.
 FM0596'10.9 MILES NORTH EAST OF THE DEPOT.  ALONG THE ROCK ISLAND RAILROAD.
 FM0596'AT SANDSPRINGS, 12 POLES SOUTH OF MILE POLE NO. 604.  1 POLE NORTH OF
 FM0596'SANDSPRINGS, 78 FEET WEST OF TRACKS AND 115 FEET NORTH EAST OF STATION
 FM0596'SIGN.  5 FEET SOUTH OF POLE.  NOTE-- A METAL WITNESS POST WAS SET 1
 FM0596'FOOT SW OF BM.
 FM0596
 FM0596                          STATION RECOVERY (1962)
 FM0596
 FM0596'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 FM0596'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0158 ***********************************************************************
 DT0158  DESIGNATION -  H 39
 DT0158  PID         -  DT0158
 DT0158  STATE/COUNTY-  NM/CATRON
 DT0158  USGS QUAD   -  RESERVE (1965)
 DT0158
 DT0158                         *CURRENT SURVEY CONTROL
 DT0158  ___________________________________________________________________
 DT0158* NAD 83(1986)-  33 41 29.     (N)    108 51 41.     (W)     SCALED    
 DT0158* NAVD 88     -      1946.817  (meters)    6387.18   (feet)  ADJUSTED  
 DT0158  ___________________________________________________________________
 DT0158  GEOID HEIGHT-         -22.80  (meters)                     GEOID03
 DT0158  DYNAMIC HT  -        1943.795 (meters)    6377.27  (feet)  COMP
 DT0158  MODELED GRAV-     979,015.0   (mgal)                       NAVD 88
 DT0158
 DT0158  VERT ORDER  -  FIRST     CLASS II
 DT0158
 DT0158.The horizontal coordinates were scaled from a topographic map and have
 DT0158.an estimated accuracy of +/- 6 seconds.
 DT0158
 DT0158.The orthometric height was determined by differential leveling
 DT0158.and adjusted by the National Geodetic Survey in June 1991..
 DT0158
 DT0158.The geoid height was determined by GEOID03.
 DT0158
 DT0158.The dynamic height is computed by dividing the NAVD 88
 DT0158.geopotential number by the normal gravity value computed on the
 DT0158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0158.degrees latitude (g = 980.6199 gals.).
 DT0158
 DT0158.The modeled gravity was interpolated from observed gravity values.
 DT0158
 DT0158;                    North         East    Units  Estimated Accuracy
 DT0158;SPC NM W     -   298,910.      734,690.      MT  (+/- 180 meters Scaled)
 DT0158
 DT0158                          SUPERSEDED SURVEY CONTROL
 DT0158
 DT0158  NGVD 29 (??/??/92) 1945.915  (m)         6384.22   (f) ADJ UNCH    1 2
 DT0158
 DT0158.Superseded values are not recommended for survey control.
 DT0158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0158.See file dsdata.txt to determine how the superseded data were derived.
 DT0158
 DT0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC982299(NAD 83)
 DT0158_MARKER: DB = BENCH MARK DISK
 DT0158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DT0158_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DT0158_STAMPING: H-39 1934
 DT0158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DT0158+STABILITY: SURFACE MOTION
 DT0158
 DT0158  HISTORY     - Date     Condition        Report By
 DT0158  HISTORY     - 1934     MONUMENTED       CGS
 DT0158  HISTORY     - 1962     MARK NOT FOUND   USGS
 DT0158
 DT0158                          STATION DESCRIPTION
 DT0158
 DT0158'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DT0158'7.5 MI W FROM RESERVE.
 DT0158'7.5 MI WEST OF P.O..  ALONG STATE HWY. NO. 12 AND NO. 11.  AT THE
 DT0158'SOUTHERN POINT OF THE TRIANGULAR HWY JUNCTION OF STATE HWYS NO. 12 AND
 DT0158'NO. 11.  IN THE ACUTE ANGLE BETWEEN THE HIGHWAYS, 285 FEET NORTH OF
 DT0158'THE CENTER LINE OF THE INTERSECTION.  47 FEET WEST OF THE CENTERLINE
 DT0158'OF HWY NO. 12, AND 45 FEET EAST OF CENTERLINE OF HWY. NO. 11.
 DT0158
 DT0158                          STATION RECOVERY (1962)
 DT0158
 DT0158'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 DT0158'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0652 ***********************************************************************
 CY0652  DESIGNATION -  H 397
 CY0652  PID         -  CY0652
 CY0652  STATE/COUNTY-  NM/HIDALGO
 CY0652  USGS QUAD   -  LISBON (1980)
 CY0652
 CY0652                         *CURRENT SURVEY CONTROL
 CY0652  ___________________________________________________________________
 CY0652* NAD 83(1986)-  32 18 10.     (N)    108 35 21.     (W)     SCALED    
 CY0652* NAVD 88     -      1290.792  (meters)    4234.87   (feet)  ADJUSTED  
 CY0652  ___________________________________________________________________
 CY0652  GEOID HEIGHT-         -25.34  (meters)                     GEOID03
 CY0652  DYNAMIC HT  -        1288.838 (meters)    4228.46  (feet)  COMP
 CY0652  MODELED GRAV-     979,080.4   (mgal)                       NAVD 88
 CY0652
 CY0652  VERT ORDER  -  FIRST     CLASS II
 CY0652
 CY0652.The horizontal coordinates were scaled from a topographic map and have
 CY0652.an estimated accuracy of +/- 6 seconds.
 CY0652
 CY0652.The orthometric height was determined by differential leveling
 CY0652.and adjusted by the National Geodetic Survey in June 1991..
 CY0652
 CY0652.The geoid height was determined by GEOID03.
 CY0652
 CY0652.The dynamic height is computed by dividing the NAVD 88
 CY0652.geopotential number by the normal gravity value computed on the
 CY0652.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0652.degrees latitude (g = 980.6199 gals.).
 CY0652
 CY0652.The modeled gravity was interpolated from observed gravity values.
 CY0652
 CY0652;                    North         East    Units  Estimated Accuracy
 CY0652;SPC NM W     -   144,690.      758,820.      MT  (+/- 180 meters Scaled)
 CY0652
 CY0652                          SUPERSEDED SURVEY CONTROL
 CY0652
 CY0652.No superseded survey control is available for this station.
 CY0652
 CY0652_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYA269765(NAD 83)
 CY0652_MARKER: DB = BENCH MARK DISK
 CY0652_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CY0652_SP_SET: STAINLESS STEEL ROD
 CY0652_STAMPING: H 397 1979
 CY0652_PROJECTION: FLUSH
 CY0652_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CY0652_ROD/PIPE-DEPTH: 5.5  meters
 CY0652
 CY0652  HISTORY     - Date     Condition        Report By
 CY0652  HISTORY     - 1979     MONUMENTED       NGS
 CY0652
 CY0652                          STATION DESCRIPTION
 CY0652
 CY0652'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CY0652'12.6 KM SE FROM LORDSBURG.
 CY0652'12.6 KILOMETERS (7.8 MILES) SOUTHEAST ALONG THE SOUTHERN PACIFIC
 CY0652'RAILROAD FROM THE STATION IN LORDSBURG, 0.7 KILOMETER (0.45 MILE)
 CY0652'NORTHWEST OF RAILROAD BRIDGE 1156.41, AT RAILROAD MILE POST 1156,
 CY0652'7.6 METERS (25.0 FEET) SOUTHWEST OF THE SOUTHWEST RAIL, 22.0 METERS
 CY0652'(72 FEET) SOUTHWEST OF THE MILE POST, 12.4 METERS (40.7 FEET)
 CY0652'NORTHEAST OF THE NORTHEASTERN OF TWO PETROLEUM PIPE LINE WITNESS
 CY0652'POSTS AND 1.6 METERS (5.3 FEET) NORTHEAST OF THE TELEGRAPH POLE
 CY0652'DIRECTLY ACROSS THE TRACKS FROM THE MILE POST.  THE ROD WAS DRIVEN
 CY0652'TO REFUSAL.
 CY0652'THE MARK IS 0.5 METERS  SE FROM A WITNESS POST.
 CY0652'THE MARK IS 1.5 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0325 ***********************************************************************
 DQ0325  DESIGNATION -  H 4
 DQ0325  PID         -  DQ0325
 DQ0325  STATE/COUNTY-  NM/LEA
 DQ0325  USGS QUAD   -  HILLBURN CITY (1984)
 DQ0325
 DQ0325                         *CURRENT SURVEY CONTROL
 DQ0325  ___________________________________________________________________
 DQ0325* NAD 83(1986)-  33 05 49.     (N)    103 18 58.     (W)     SCALED    
 DQ0325* NAVD 88     -      1203.998  (meters)    3950.12   (feet)  ADJUSTED  
 DQ0325  ___________________________________________________________________
 DQ0325  GEOID HEIGHT-         -21.83  (meters)                     GEOID03
 DQ0325  DYNAMIC HT  -        1202.357 (meters)    3944.73  (feet)  COMP
 DQ0325  MODELED GRAV-     979,232.7   (mgal)                       NAVD 88
 DQ0325
 DQ0325  VERT ORDER  -  SECOND    CLASS 0
 DQ0325
 DQ0325.The horizontal coordinates were scaled from a topographic map and have
 DQ0325.an estimated accuracy of +/- 6 seconds.
 DQ0325
 DQ0325.The orthometric height was determined by differential leveling
 DQ0325.and adjusted by the National Geodetic Survey in June 1991..
 DQ0325
 DQ0325.The geoid height was determined by GEOID03.
 DQ0325
 DQ0325.The dynamic height is computed by dividing the NAVD 88
 DQ0325.geopotential number by the normal gravity value computed on the
 DQ0325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0325.degrees latitude (g = 980.6199 gals.).
 DQ0325
 DQ0325.The modeled gravity was interpolated from observed gravity values.
 DQ0325
 DQ0325;                    North         East    Units  Estimated Accuracy
 DQ0325;SPC NM E     -   232,970.      259,950.      MT  (+/- 180 meters Scaled)
 DQ0325
 DQ0325                          SUPERSEDED SURVEY CONTROL
 DQ0325
 DQ0325  NGVD 29 (??/??/92) 1203.558  (m)         3948.67   (f) ADJ UNCH    2 0
 DQ0325
 DQ0325.Superseded values are not recommended for survey control.
 DQ0325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0325.See file dsdata.txt to determine how the superseded data were derived.
 DQ0325
 DQ0325_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFS571632(NAD 83)
 DQ0325_MARKER: DD = SURVEY DISK
 DQ0325_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0325_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DQ0325_STAMPING: H-4 1930
 DQ0325_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0325+STABILITY: SURFACE MOTION
 DQ0325
 DQ0325  HISTORY     - Date     Condition        Report By
 DQ0325  HISTORY     - 1930     MONUMENTED       USGS
 DQ0325  HISTORY     - 1935     GOOD             NGS
 DQ0325
 DQ0325                          STATION DESCRIPTION
 DQ0325
 DQ0325'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DQ0325'11.0 MI N FROM LOVINGTON.
 DQ0325'11.0 MI. N. OF COURTHOUSE ALONG STATE NO. 18 (10.9 MI. S. OF TATUM) AT
 DQ0325'THE S.W. CORNER OF A WINDMILL TANK, 225 FT. E. AND 25 FT. N. OF THE
 DQ0325'CENTER OF T ROAD E., 2 FT. N. AND 30 FT. E. OF T ANGLE IN THE FENCE
 DQ0325'LINE TO N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0107 ***********************************************************************
 EP0107  DESIGNATION -  H 4
 EP0107  PID         -  EP0107
 EP0107  STATE/COUNTY-  NM/DE BACA
 EP0107  USGS QUAD   -  YESO NW (1966)
 EP0107
 EP0107                         *CURRENT SURVEY CONTROL
 EP0107  ___________________________________________________________________
 EP0107* NAD 83(1986)-  34 25 57.     (N)    104 44 13.     (W)     SCALED    
 EP0107* NAVD 88     -      1522.245  (meters)    4994.23   (feet)  ADJUSTED  
 EP0107  ___________________________________________________________________
 EP0107  GEOID HEIGHT-         -22.81  (meters)                     GEOID03
 EP0107  DYNAMIC HT  -        1520.123 (meters)    4987.27  (feet)  COMP
 EP0107  MODELED GRAV-     979,188.2   (mgal)                       NAVD 88
 EP0107
 EP0107  VERT ORDER  -  FIRST     CLASS II
 EP0107
 EP0107.The horizontal coordinates were scaled from a topographic map and have
 EP0107.an estimated accuracy of +/- 6 seconds.
 EP0107
 EP0107.The orthometric height was determined by differential leveling
 EP0107.and adjusted by the National Geodetic Survey in June 1991..
 EP0107
 EP0107.The geoid height was determined by GEOID03.
 EP0107
 EP0107.The dynamic height is computed by dividing the NAVD 88
 EP0107.geopotential number by the normal gravity value computed on the
 EP0107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EP0107.degrees latitude (g = 980.6199 gals.).
 EP0107
 EP0107.The modeled gravity was interpolated from observed gravity values.
 EP0107
 EP0107;                    North         East    Units  Estimated Accuracy
 EP0107;SPC NM E     -   380,700.      127,910.      MT  (+/- 180 meters Scaled)
 EP0107
 EP0107                          SUPERSEDED SURVEY CONTROL
 EP0107
 EP0107  NGVD 29 (??/??/92) 1521.528  (m)         4991.88   (f) ADJ UNCH    1 2
 EP0107
 EP0107.Superseded values are not recommended for survey control.
 EP0107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EP0107.See file dsdata.txt to determine how the superseded data were derived.
 EP0107
 EP0107_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEU241101(NAD 83)
 EP0107_MARKER: DB = BENCH MARK DISK
 EP0107_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EP0107_SP_SET: BRIDGE
 EP0107_STAMPING: H 4 1911 4991.880
 EP0107_MARK LOGO: CGS   
 EP0107_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EP0107
 EP0107  HISTORY     - Date     Condition        Report By
 EP0107  HISTORY     - 1911     MONUMENTED       CGS
 EP0107  HISTORY     - 1958     GOOD             NGS
 EP0107  HISTORY     - 1983     GOOD             NGS
 EP0107
 EP0107                          STATION DESCRIPTION
 EP0107
 EP0107'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 EP0107'7.45 MI W FROM YESO.
 EP0107'ABOUT 7.45 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 EP0107'FROM THE STATION AT YESO, IN THE TOP OF THE NORTHWEST END OF THE
 EP0107'NORTHEAST ABUTMENT OF A BRIDGE, ABOUT 0.35 MILE WEST OF MILE POST 751,
 EP0107'6 FEET NORTHWEST OF THE NEAR RAIL, ABOUT 3 FEET BELOW THE LEVEL OF THE
 EP0107'TRACK.
 EP0107
 EP0107                          STATION RECOVERY (1983)
 EP0107
 EP0107'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 EP0107'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0115 ***********************************************************************
 GN0115  DESIGNATION -  H 4
 GN0115  PID         -  GN0115
 GN0115  STATE/COUNTY-  NM/RIO ARRIBA
 GN0115  USGS QUAD   -  LYDEN (1995)
 GN0115
 GN0115                         *CURRENT SURVEY CONTROL
 GN0115  ___________________________________________________________________
 GN0115* NAD 83(1986)-  36 07 31.     (N)    106 00 43.     (W)     SCALED    
 GN0115* NAVD 88     -      1779.800  (meters)    5839.23   (feet)  ADJUSTED  
 GN0115  ___________________________________________________________________
 GN0115  GEOID HEIGHT-         -18.80  (meters)                     GEOID03
 GN0115  DYNAMIC HT  -        1777.394 (meters)    5831.33  (feet)  COMP
 GN0115  MODELED GRAV-     979,219.1   (mgal)                       NAVD 88
 GN0115
 GN0115  VERT ORDER  -  FIRST     CLASS II
 GN0115
 GN0115.The horizontal coordinates were scaled from a topographic map and have
 GN0115.an estimated accuracy of +/- 6 seconds.
 GN0115
 GN0115.The orthometric height was determined by differential leveling
 GN0115.and adjusted by the National Geodetic Survey in June 1991..
 GN0115
 GN0115.The geoid height was determined by GEOID03.
 GN0115
 GN0115.The dynamic height is computed by dividing the NAVD 88
 GN0115.geopotential number by the normal gravity value computed on the
 GN0115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GN0115.degrees latitude (g = 980.6199 gals.).
 GN0115
 GN0115.The modeled gravity was interpolated from observed gravity values.
 GN0115
 GN0115;                    North         East    Units  Estimated Accuracy
 GN0115;SPC NM C     -   568,440.      521,430.      MT  (+/- 180 meters Scaled)
 GN0115
 GN0115                          SUPERSEDED SURVEY CONTROL
 GN0115
 GN0115  NGVD 29 (??/??/92) 1778.745  (m)         5835.77   (f) ADJ UNCH    1 2
 GN0115
 GN0115.Superseded values are not recommended for survey control.
 GN0115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0115.See file dsdata.txt to determine how the superseded data were derived.
 GN0115
 GN0115_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV089983(NAD 83)
 GN0115_MARKER: DD = SURVEY DISK
 GN0115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GN0115_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GN0115_STAMPING: H-4 1927
 GN0115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GN0115+STABILITY: SURFACE MOTION
 GN0115
 GN0115  HISTORY     - Date     Condition        Report By
 GN0115  HISTORY     - 1927     MONUMENTED       USGS
 GN0115  HISTORY     - 1927     GOOD             NGS
 GN0115  HISTORY     - 1951     GOOD             DOD
 GN0115
 GN0115                          STATION DESCRIPTION
 GN0115
 GN0115'DESCRIBED BY NATIONAL GEODETIC SURVEY 1927
 GN0115'3.3 MI SW FROM VELARDE.
 GN0115'ALONG THE ESPANOLA - TAOS HIGHWAY AND 804 FT. SOUTHEAST OF HIGHWAY
 GN0115'TRAIL MARKER 170+00 AND 50 FT. EAST OF ROAD ON SOUTH SIDE OF PROMINENT
 GN0115'WASH AT TOP OF GRADE 20 FT. SOUTHWEST OF TELEPHONE POLE NO. 3912.
 GN0115
 GN0115                          STATION RECOVERY (1951)
 GN0115
 GN0115'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1951
 GN0115'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0011 ***********************************************************************
 DT0011  DESIGNATION -  H 40
 DT0011  PID         -  DT0011
 DT0011  STATE/COUNTY-  NM/CATRON
 DT0011  USGS QUAD   -  HORSE MOUNTAIN WEST (1981)
 DT0011
 DT0011                         *CURRENT SURVEY CONTROL
 DT0011  ___________________________________________________________________
 DT0011* NAD 83(1986)-  33 55 34.     (N)    108 12 08.     (W)     SCALED    
 DT0011* NAVD 88     -      2121.189  (meters)    6959.27   (feet)  POSTED    
 DT0011  ___________________________________________________________________
 DT0011  GEOID HEIGHT-         -21.84  (meters)                     GEOID03
 DT0011  DYNAMIC HT  -        2117.870 (meters)    6948.38  (feet)  COMP
 DT0011  MODELED GRAV-     978,996.2   (mgal)                       NAVD 88
 DT0011
 DT0011  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 DT0011
 DT0011.The horizontal coordinates were scaled from a topographic map and have
 DT0011.an estimated accuracy of +/- 6 seconds.
 DT0011
 DT0011.The orthometric height was determined by differential leveling
 DT0011.and adjusted by the National Geodetic Survey in 1992..
 DT0011.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 DT0011.rate of 1.1 thru 2.0 mm/km.
 DT0011
 DT0011.The geoid height was determined by GEOID03.
 DT0011
 DT0011.The dynamic height is computed by dividing the NAVD 88
 DT0011.geopotential number by the normal gravity value computed on the
 DT0011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0011.degrees latitude (g = 980.6199 gals.).
 DT0011
 DT0011.The modeled gravity was interpolated from observed gravity values.
 DT0011
 DT0011;                    North         East    Units  Estimated Accuracy
 DT0011;SPC NM W     -   324,530.      795,890.      MT  (+/- 180 meters Scaled)
 DT0011
 DT0011                          SUPERSEDED SURVEY CONTROL
 DT0011
 DT0011  NGVD 29 (??/??/92) 2120.273  (m)         6956.26   (f) ADJ UNCH    1 2
 DT0011
 DT0011.Superseded values are not recommended for survey control.
 DT0011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0011.See file dsdata.txt to determine how the superseded data were derived.
 DT0011
 DT0011_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYC586574(NAD 83)
 DT0011_MARKER: DB = BENCH MARK DISK
 DT0011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DT0011_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DT0011_STAMPING: H-40 1934
 DT0011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DT0011+STABILITY: SURFACE MOTION
 DT0011
 DT0011  HISTORY     - Date     Condition        Report By
 DT0011  HISTORY     - 1934     MONUMENTED       CGS
 DT0011  HISTORY     - 1980     MARK NOT FOUND   NGS
 DT0011
 DT0011                          STATION DESCRIPTION
 DT0011
 DT0011'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DT0011'0.8 MI W FROM HORSE SPRINGS.
 DT0011'0.8 MI WEST ALONG STATE HWY NO. 12, FROM POST OFFICE ON STATE HWY NO.
 DT0011'12, ABOUT 1.6 MI EAST OF THE HORSE SPRINGS CHURCH.  ABOUT 67 FT SOUTH
 DT0011'OF THE CENTERLINE OF THE HWY IN LINE OF TELEPHONE POLES.
 DT0011
 DT0011                          STATION RECOVERY (1980)
 DT0011
 DT0011'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DT0011'A THOROUGH SEARCH OF THE AREA REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0646 ***********************************************************************
 CY0646  DESIGNATION -  H 400
 CY0646  PID         -  CY0646
 CY0646  STATE/COUNTY-  NM/GRANT
 CY0646  USGS QUAD   -  SEPAR (1980)
 CY0646
 CY0646                         *CURRENT SURVEY CONTROL
 CY0646  ___________________________________________________________________
 CY0646* NAD 83(1986)-  32 13 23.     (N)    108 27 27.     (W)     SCALED    
 CY0646* NAVD 88     -      1363.637  (meters)    4473.87   (feet)  ADJUSTED  
 CY0646  ___________________________________________________________________
 CY0646  GEOID HEIGHT-         -25.13  (meters)                     GEOID03
 CY0646  DYNAMIC HT  -        1361.567 (meters)    4467.07  (feet)  COMP
 CY0646  MODELED GRAV-     979,073.5   (mgal)                       NAVD 88
 CY0646
 CY0646  VERT ORDER  -  FIRST     CLASS II
 CY0646
 CY0646.The horizontal coordinates were scaled from a topographic map and have
 CY0646.an estimated accuracy of +/- 6 seconds.
 CY0646
 CY0646.The orthometric height was determined by differential leveling
 CY0646.and adjusted by the National Geodetic Survey in June 1991..
 CY0646
 CY0646.The geoid height was determined by GEOID03.
 CY0646
 CY0646.The dynamic height is computed by dividing the NAVD 88
 CY0646.geopotential number by the normal gravity value computed on the
 CY0646.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0646.degrees latitude (g = 980.6199 gals.).
 CY0646
 CY0646.The modeled gravity was interpolated from observed gravity values.
 CY0646
 CY0646;                    North         East    Units  Estimated Accuracy
 CY0646;SPC NM W     -   135,770.      771,170.      MT  (+/- 180 meters Scaled)
 CY0646
 CY0646                          SUPERSEDED SURVEY CONTROL
 CY0646
 CY0646.No superseded survey control is available for this station.
 CY0646
 CY0646_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYA396679(NAD 83)
 CY0646_MARKER: I = METAL ROD
 CY0646_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 CY0646_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 CY0646_STAMPING: H 400 1979
 CY0646_PROJECTION: FLUSH
 CY0646_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CY0646+STABILITY: POSITION/ELEVATION WELL
 CY0646_ROD/PIPE-DEPTH: 11.2 meters
 CY0646_SLEEVE-DEPTH  : 9.1 meters
 CY0646
 CY0646  HISTORY     - Date     Condition        Report By
 CY0646  HISTORY     - 1979     MONUMENTED       NGS
 CY0646
 CY0646                          STATION DESCRIPTION
 CY0646
 CY0646'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CY0646'27.7 KM SE FROM LORDSBURG.
 CY0646'27.7 KILOMETERS (17.2 MILES) SOUTHEAST ALONG THE SOUTHERN PACIFIC
 CY0646'RAILROAD FROM THE STATION IN LORDSBURG, SET ON THE HIGHWAY RIGHT-OF-
 CY0646'WAY FENCE LINE AT INTERSTATE HIGHWAY 10 MILE POST 40, ABOUT 75.7
 CY0646'METERS (250 FEET) WEST OF THE WEST CORNER OF THE NORTHWEST END OF
 CY0646'WOODEN RAILROAD BRIDGE 1165.50, 59.3 METERS (195 FEET) SOUTHWEST OF
 CY0646'THE SOUTHWEST RAIL, 26.1 METERS (86 FEET) NORTHWEST OF THE CENTER
 CY0646'OF A DIRT ROAD, 23.1 METERS (76 FEET) NORTHEAST OF THE CENTERLINE OF
 CY0646'THE WESTBOUND LANES OF INTERSTATE 10, 15.5 METERS (51 FEET) NORTHEAST
 CY0646'OF THE MILE POST AND 1.2 METERS (4 FEET) SOUTHWEST OF THE RIGHT-OF-
 CY0646'WAY FENCE.
 CY0646'THE MARK IS 0.6 METERS  NW FROM A WITNESS POST.
 CY0646'THE MARK IS 2 M BELOW WESTBOUND LANES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0571 ***********************************************************************
 EQ0571  DESIGNATION -  H 402
 EQ0571  PID         -  EQ0571
 EQ0571  STATE/COUNTY-  NM/SOCORRO
 EQ0571  USGS QUAD   -  LEMITAR (1971)
 EQ0571
 EQ0571                         *CURRENT SURVEY CONTROL
 EQ0571  ___________________________________________________________________
 EQ0571* NAD 83(1986)-  34 10 05.     (N)    106 54 07.     (W)     SCALED    
 EQ0571* NAVD 88     -      1410.686  (meters)    4628.23   (feet)  ADJUSTED  
 EQ0571  ___________________________________________________________________
 EQ0571  GEOID HEIGHT-         -21.99  (meters)                     GEOID03
 EQ0571  DYNAMIC HT  -        1408.703 (meters)    4621.72  (feet)  COMP
 EQ0571  MODELED GRAV-     979,181.4   (mgal)                       NAVD 88
 EQ0571
 EQ0571  VERT ORDER  -  FIRST     CLASS II
 EQ0571
 EQ0571.The horizontal coordinates were scaled from a topographic map and have
 EQ0571.an estimated accuracy of +/- 6 seconds.
 EQ0571
 EQ0571.The orthometric height was determined by differential leveling
 EQ0571.and adjusted by the National Geodetic Survey in June 1991..
 EQ0571
 EQ0571.The geoid height was determined by GEOID03.
 EQ0571
 EQ0571.The dynamic height is computed by dividing the NAVD 88
 EQ0571.geopotential number by the normal gravity value computed on the
 EQ0571.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0571.degrees latitude (g = 980.6199 gals.).
 EQ0571
 EQ0571.The modeled gravity was interpolated from observed gravity values.
 EQ0571
 EQ0571;                    North         East    Units  Estimated Accuracy
 EQ0571;SPC NM C     -   351,490.      439,900.      MT  (+/- 180 meters Scaled)
 EQ0571
 EQ0571                          SUPERSEDED SURVEY CONTROL
 EQ0571
 EQ0571.No superseded survey control is available for this station.
 EQ0571
 EQ0571_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT246824(NAD 83)
 EQ0571_MARKER: I = METAL ROD
 EQ0571_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EQ0571_SP_SET: STAINLESS STEEL ROD
 EQ0571_STAMPING: H 402 1980
 EQ0571_MARK LOGO: NGS   
 EQ0571_PROJECTION: FLUSH
 EQ0571_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EQ0571_ROD/PIPE-DEPTH: 20.1 meters
 EQ0571
 EQ0571  HISTORY     - Date     Condition        Report By
 EQ0571  HISTORY     - 1980     MONUMENTED       NGS
 EQ0571
 EQ0571                          STATION DESCRIPTION
 EQ0571
 EQ0571'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 EQ0571'2.9 KM (1.8 MI) NE FROM LEMITAR.
 EQ0571'1.8 KM (1.1 MI) EAST ALONG STATE HIGHWAY 408 FROM ITS JUNCTION WITH
 EQ0571'INTERSTATE HIGHWAY 25 IN LEMITAR, THENCE 1.1 KM (0.7 MI) NORTH ALONG
 EQ0571'THE ATCHISON TOPEKA AND SANTA FE RAILROAD, 83.8 METERS (275.0 FT)
 EQ0571'WEST OF THE CENTERLINE OF THE HIGHWAY, 17.6 METERS (57.6 FT) NORTHEAST
 EQ0571'OF THE NEAR RAIL, 7.3 METERS (24.0 FT) SOUTHWEST OF THE CENTER OF A
 EQ0571'DIRT ROAD AND 7.3 METERS (24.0 FT) SOUTH-SOUTHEAST OF A Y-FORKED TREE.
 EQ0571'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 EQ0571'THE MARK IS 0.5 METERS  SSE FROM A WITNESS POST.
 EQ0571'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0600 ***********************************************************************
 EQ0600  DESIGNATION -  H 403
 EQ0600  PID         -  EQ0600
 EQ0600  STATE/COUNTY-  NM/SOCORRO
 EQ0600  USGS QUAD   -  BLACK BUTTE (1979)
 EQ0600
 EQ0600                         *CURRENT SURVEY CONTROL
 EQ0600  ___________________________________________________________________
 EQ0600* NAD 83(1986)-  34 25 27.     (N)    106 41 16.     (W)     SCALED    
 EQ0600* NAVD 88     -      1554.908  (meters)    5101.39   (feet)  ADJUSTED  
 EQ0600  ___________________________________________________________________
 EQ0600  GEOID HEIGHT-         -21.46  (meters)                     GEOID03
 EQ0600  DYNAMIC HT  -        1552.738 (meters)    5094.27  (feet)  COMP
 EQ0600  MODELED GRAV-     979,185.5   (mgal)                       NAVD 88
 EQ0600
 EQ0600  VERT ORDER  -  FIRST     CLASS II
 EQ0600
 EQ0600.The horizontal coordinates were scaled from a topographic map and have
 EQ0600.an estimated accuracy of +/- 6 seconds.
 EQ0600
 EQ0600.The orthometric height was determined by differential leveling
 EQ0600.and adjusted by the National Geodetic Survey in June 1991..
 EQ0600
 EQ0600.The geoid height was determined by GEOID03.
 EQ0600
 EQ0600.The dynamic height is computed by dividing the NAVD 88
 EQ0600.geopotential number by the normal gravity value computed on the
 EQ0600.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0600.degrees latitude (g = 980.6199 gals.).
 EQ0600
 EQ0600.The modeled gravity was interpolated from observed gravity values.
 EQ0600
 EQ0600;                    North         East    Units  Estimated Accuracy
 EQ0600;SPC NM C     -   379,790.      459,760.      MT  (+/- 180 meters Scaled)
 EQ0600
 EQ0600                          SUPERSEDED SURVEY CONTROL
 EQ0600
 EQ0600.No superseded survey control is available for this station.
 EQ0600
 EQ0600_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU449104(NAD 83)
 EQ0600_MARKER: I = METAL ROD
 EQ0600_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EQ0600_SP_SET: STAINLESS STEEL ROD
 EQ0600_STAMPING: H 403 1980
 EQ0600_MARK LOGO: NGS   
 EQ0600_PROJECTION: FLUSH
 EQ0600_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EQ0600_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EQ0600+SATELLITE: SATELLITE OBSERVATIONS - March 12, 2005
 EQ0600_ROD/PIPE-DEPTH: 8.2  meters
 EQ0600
 EQ0600  HISTORY     - Date     Condition        Report By
 EQ0600  HISTORY     - 1980     MONUMENTED       NGS
 EQ0600  HISTORY     - 20050312 GOOD             GEOCAC
 EQ0600
 EQ0600                          STATION DESCRIPTION
 EQ0600
 EQ0600'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 EQ0600'13.9 KM (8.65 MI) EAST FROM BERNARDO.
 EQ0600'13.9 KM (8.65 MI) EASTERLY ALONG U.S. HIGHWAY 60 FROM ITS JUNCTION
 EQ0600'WITH INTERSTATE HIGHWAY 25 IN BERNARDO, 0.9 KM (0.55 MI) WEST OF
 EQ0600'A DIRT CROSSROAD, 36.9 METERS (121.2 FT) NORTH AND ACROSS THE HIGHWAY
 EQ0600'FROM MILE POST 174, 30.3 METERS (99.5 FT) NORTH OF THE CENTERLINE
 EQ0600'OF THE HIGHWAY.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 EQ0600'LOGO CAP.
 EQ0600'THE MARK IS 0.4 METERS  S FROM  A WITNESS POST AND FENCE
 EQ0600'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 EQ0600
 EQ0600                          STATION RECOVERY (2005)
 EQ0600
 EQ0600'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 EQ0600'THE STATION IS LOCATED APPROX. 400 FT. W OF THE 174 MILE MARKER.  NEW
 EQ0600'COORDINATES ARE AS FOLLOWS.
 EQ0600'34 25.453N
 EQ0600'106 41.371W
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0740 ***********************************************************************
 DR0740  DESIGNATION -  H 404
 DR0740  PID         -  DR0740
 DR0740  STATE/COUNTY-  NM/LINCOLN
 DR0740  USGS QUAD   -  LONE MOUNTAIN (1982)
 DR0740
 DR0740                         *CURRENT SURVEY CONTROL
 DR0740  ___________________________________________________________________
 DR0740* NAD 83(1986)-  33 47 49.     (N)    105 49 59.     (W)     SCALED    
 DR0740* NAVD 88     -      1752.198  (meters)    5748.67   (feet)  ADJUSTED  
 DR0740  ___________________________________________________________________
 DR0740  GEOID HEIGHT-         -20.30  (meters)                     GEOID03
 DR0740  DYNAMIC HT  -        1749.637 (meters)    5740.27  (feet)  COMP
 DR0740  MODELED GRAV-     979,112.5   (mgal)                       NAVD 88
 DR0740
 DR0740  VERT ORDER  -  FIRST     CLASS II
 DR0740
 DR0740.The horizontal coordinates were scaled from a topographic map and have
 DR0740.an estimated accuracy of +/- 6 seconds.
 DR0740
 DR0740.The orthometric height was determined by differential leveling
 DR0740.and adjusted by the National Geodetic Survey in June 1991..
 DR0740
 DR0740.The geoid height was determined by GEOID03.
 DR0740
 DR0740.The dynamic height is computed by dividing the NAVD 88
 DR0740.geopotential number by the normal gravity value computed on the
 DR0740.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0740.degrees latitude (g = 980.6199 gals.).
 DR0740
 DR0740.The modeled gravity was interpolated from observed gravity values.
 DR0740
 DR0740;                    North         East    Units  Estimated Accuracy
 DR0740;SPC NM C     -   310,210.      538,610.      MT  (+/- 180 meters Scaled)
 DR0740
 DR0740                          SUPERSEDED SURVEY CONTROL
 DR0740
 DR0740.No superseded survey control is available for this station.
 DR0740
 DR0740_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDT228399(NAD 83)
 DR0740_MARKER: I = METAL ROD
 DR0740_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DR0740_SP_SET: STAINLESS STEEL ROD
 DR0740_STAMPING: H 404 1980
 DR0740_MARK LOGO: NGS   
 DR0740_PROJECTION: FLUSH
 DR0740_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR0740_ROD/PIPE-DEPTH: 4.6  meters
 DR0740
 DR0740  HISTORY     - Date     Condition        Report By
 DR0740  HISTORY     - 1980     MONUMENTED       NGS
 DR0740
 DR0740                          STATION DESCRIPTION
 DR0740
 DR0740'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 DR0740'17.9 KM (11.1 MI) NORTH FROM CARRIZOZO.
 DR0740'17.9 KM (11.1 MI) NORTHERLY ALONG U.S. HIGHWAY 54 FROM THE JUNCTION
 DR0740'OF U.S. HIGHWAYS 54 AND 380 IN CARRIZOZO, 38.4
 DR0740'METERS (126.0 FT) EAST OF THE CENTERLINE OF THE HIGHWAY AND 30.0
 DR0740'METERS (98.4 FT) EAST OF MILEPOST 135.  NOTE=ACCESS TO THE DATUM
 DR0740'POINT IS THROUGH A 5-INCH LOGO CAP.
 DR0740'THE MARK IS 0.5 METERS  W FROM  A WITNESS POST AND FENCE
 DR0740'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0412 ***********************************************************************
 EP0412  DESIGNATION -  H 405
 EP0412  PID         -  EP0412
 EP0412  STATE/COUNTY-  NM/TORRANCE
 EP0412  USGS QUAD   -  ENCINO (1978)
 EP0412
 EP0412                         *CURRENT SURVEY CONTROL
 EP0412  ___________________________________________________________________
 EP0412* NAD 83(1986)-  34 39 03.     (N)    105 27 36.     (W)     SCALED    
 EP0412* NAVD 88     -      1865.383  (meters)    6120.01   (feet)  ADJUSTED  
 EP0412  ___________________________________________________________________
 EP0412  GEOID HEIGHT-         -19.95  (meters)                     GEOID03
 EP0412  DYNAMIC HT  -        1862.770 (meters)    6111.44  (feet)  COMP
 EP0412  MODELED GRAV-     979,167.3   (mgal)                       NAVD 88
 EP0412
 EP0412  VERT ORDER  -  FIRST     CLASS II
 EP0412
 EP0412.The horizontal coordinates were scaled from a topographic map and have
 EP0412.an estimated accuracy of +/- 6 seconds.
 EP0412
 EP0412.The orthometric height was determined by differential leveling
 EP0412.and adjusted by the National Geodetic Survey in June 1991..
 EP0412
 EP0412.The geoid height was determined by GEOID03.
 EP0412
 EP0412.The dynamic height is computed by dividing the NAVD 88
 EP0412.geopotential number by the normal gravity value computed on the
 EP0412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EP0412.degrees latitude (g = 980.6199 gals.).
 EP0412
 EP0412.The modeled gravity was interpolated from observed gravity values.
 EP0412
 EP0412;                    North         East    Units  Estimated Accuracy
 EP0412;SPC NM C     -   405,130.      572,420.      MT  (+/- 180 meters Scaled)
 EP0412
 EP0412                          SUPERSEDED SURVEY CONTROL
 EP0412
 EP0412.No superseded survey control is available for this station.
 EP0412
 EP0412_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDU578344(NAD 83)
 EP0412_MARKER: I = METAL ROD
 EP0412_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EP0412_SP_SET: STAINLESS STEEL ROD
 EP0412_STAMPING: H 405 1980
 EP0412_MARK LOGO: NGS   
 EP0412_PROJECTION: FLUSH
 EP0412_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EP0412_ROD/PIPE-DEPTH: 11.6 meters
 EP0412
 EP0412  HISTORY     - Date     Condition        Report By
 EP0412  HISTORY     - 1980     MONUMENTED       NGS
 EP0412
 EP0412                          STATION DESCRIPTION
 EP0412
 EP0412'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 EP0412'IN ENCINO.
 EP0412'IN ENCINO, 36.3 METERS (119.0 FT) SOUTHWEST OF THE SOUTHWEST CORNER
 EP0412'OF A TEXACO STATION, 25.2 METERS (82.8 FT) SOUTHEAST OF THE SOUTHEAST
 EP0412'CORNER OF THE POST OFFICE, 9.0 METERS (29.4 FT) NORTH OF THE
 EP0412'CENTERLINE OF THE HIGHWAY AND 0.6 METER (2.0 FT) SOUTH OF A TEXACO
 EP0412'SIGN.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 EP0412'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 EP0412'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS1095 ***********************************************************************
 DS1095  DESIGNATION -  H 406
 DS1095  PID         -  DS1095
 DS1095  STATE/COUNTY-  NM/OTERO
 DS1095  USGS QUAD   -  THREE RIVERS (1981)
 DS1095
 DS1095                         *CURRENT SURVEY CONTROL
 DS1095  ___________________________________________________________________
 DS1095* NAD 83(1986)-  33 15 30.     (N)    106 03 54.     (W)     SCALED    
 DS1095* NAVD 88     -      1365.989  (meters)    4481.58   (feet)  ADJUSTED  
 DS1095  ___________________________________________________________________
 DS1095  GEOID HEIGHT-         -21.95  (meters)                     GEOID03
 DS1095  DYNAMIC HT  -        1363.998 (meters)    4475.05  (feet)  COMP
 DS1095  MODELED GRAV-     979,133.1   (mgal)                       NAVD 88
 DS1095
 DS1095  VERT ORDER  -  FIRST     CLASS II
 DS1095
 DS1095.The horizontal coordinates were scaled from a topographic map and have
 DS1095.an estimated accuracy of +/- 6 seconds.
 DS1095
 DS1095.The orthometric height was determined by differential leveling
 DS1095.and adjusted by the National Geodetic Survey in June 1991..
 DS1095
 DS1095.The geoid height was determined by GEOID03.
 DS1095
 DS1095.The dynamic height is computed by dividing the NAVD 88
 DS1095.geopotential number by the normal gravity value computed on the
 DS1095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS1095.degrees latitude (g = 980.6199 gals.).
 DS1095
 DS1095.The modeled gravity was interpolated from observed gravity values.
 DS1095
 DS1095;                    North         East    Units  Estimated Accuracy
 DS1095;SPC NM C     -   250,420.      517,240.      MT  (+/- 180 meters Scaled)
 DS1095
 DS1095                          SUPERSEDED SURVEY CONTROL
 DS1095
 DS1095.No superseded survey control is available for this station.
 DS1095
 DS1095_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDS008804(NAD 83)
 DS1095_MARKER: DB = BENCH MARK DISK
 DS1095_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DS1095_SP_SET: HEADWALL
 DS1095_STAMPING: H 406 1980
 DS1095_MARK LOGO: NGS   
 DS1095_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DS1095
 DS1095  HISTORY     - Date     Condition        Report By
 DS1095  HISTORY     - 1980     MONUMENTED       NGS
 DS1095
 DS1095                          STATION DESCRIPTION
 DS1095
 DS1095'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 DS1095'21.2 KM (13.15 MI) NORT FROM TULAROSA.
 DS1095'0.1 KM (0.05 MI) EAST ALONG HIGUERA AVENUE FROM THE POST OFFICE IN
 DS1095'TULAROSA, THENCE 21.1 KM (13.1 MI) NORTHERLY ALONG U.S. HIGHWAY 54,
 DS1095'0.4 KM (0.25 MI) SOUTH OF MILEPOST 95, IN TOP OF THE EAST END OF
 DS1095'THE SOUTH CONCRETE HEADWALL OF A MULTI-BOX CULVERT, 5.4 METERS
 DS1095'(17.7 FT) EAST-NORTHEAST OF THE CENTERLINE OF THE HIGHWAY AND 4.0
 DS1095'METERS (13.2 FT) NORTH-NORTHWEST OF THE SOUTH END OF THE HEADWALL.
 DS1095'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0466 ***********************************************************************
 EP0466  DESIGNATION -  H 407
 EP0466  PID         -  EP0466
 EP0466  STATE/COUNTY-  NM/LINCOLN
 EP0466  USGS QUAD   -  TECOLOTE PEAK (1995)
 EP0466
 EP0466                         *CURRENT SURVEY CONTROL
 EP0466  ___________________________________________________________________
 EP0466* NAD 83(1986)-  34 07 06.     (N)    105 41 29.     (W)     SCALED    
 EP0466* NAVD 88     -      2052.246  (meters)    6733.08   (feet)  ADJUSTED  
 EP0466  ___________________________________________________________________
 EP0466  GEOID HEIGHT-         -20.07  (meters)                     GEOID03
 EP0466  DYNAMIC HT  -        2049.190 (meters)    6723.05  (feet)  COMP
 EP0466  MODELED GRAV-     979,072.7   (mgal)                       NAVD 88
 EP0466
 EP0466  VERT ORDER  -  FIRST     CLASS II
 EP0466
 EP0466.The horizontal coordinates were scaled from a topographic map and have
 EP0466.an estimated accuracy of +/- 6 seconds.
 EP0466
 EP0466.The orthometric height was determined by differential leveling
 EP0466.and adjusted by the National Geodetic Survey in June 1991..
 EP0466
 EP0466.The geoid height was determined by GEOID03.
 EP0466
 EP0466.The dynamic height is computed by dividing the NAVD 88
 EP0466.geopotential number by the normal gravity value computed on the
 EP0466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EP0466.degrees latitude (g = 980.6199 gals.).
 EP0466
 EP0466.The modeled gravity was interpolated from observed gravity values.
 EP0466
 EP0466;                    North         East    Units  Estimated Accuracy
 EP0466;SPC NM C     -   345,920.      551,530.      MT  (+/- 180 meters Scaled)
 EP0466
 EP0466                          SUPERSEDED SURVEY CONTROL
 EP0466
 EP0466.No superseded survey control is available for this station.
 EP0466
 EP0466_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDT362754(NAD 83)
 EP0466_MARKER: I = METAL ROD
 EP0466_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 EP0466+WITH SETTING: INFORMATION.
 EP0466_SP_SET: SHALLOW SET METAL ROD
 EP0466_STAMPING: H 407 1980
 EP0466_MARK LOGO: NGS   
 EP0466_PROJECTION: FLUSH
 EP0466_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EP0466_ROD/PIPE-DEPTH: 1.8  meters
 EP0466
 EP0466  HISTORY     - Date     Condition        Report By
 EP0466  HISTORY     - 1980     MONUMENTED       NGS
 EP0466
 EP0466                          STATION DESCRIPTION
 EP0466
 EP0466'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 EP0466'19.2 KM (11.95 MI) SOUT FROM CORONA.
 EP0466'19.2 KM (11.95 MI) SOUTHERLY ALONG U.S. HIGHWAY 54 FROM THE POST
 EP0466'OFFICE IN CORONA, 0.5 KM (0.3 MI) NORTH-NORTHEAST OF MILEPOST 159,
 EP0466'34.7 METERS (113.7 FT) SOUTH-SOUTHEAST OF A 3 FT DRAINAGE PIPE AND
 EP0466'38.2 METERS (125.5 FT) EAST-SOUTHEAST OF THE CENTERLINE OF THE
 EP0466'HIGHWAY.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 EP0466'CAP.
 EP0466'THE MARK IS 0.4 METERS  WNW FROM  A WITNESS POST AND FENCE
 EP0466'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0439 ***********************************************************************
 EP0439  DESIGNATION -  H 408
 EP0439  PID         -  EP0439
 EP0439  STATE/COUNTY-  NM/TORRANCE
 EP0439  USGS QUAD   -  CORONA NORTH (1995)
 EP0439
 EP0439                         *CURRENT SURVEY CONTROL
 EP0439  ___________________________________________________________________
 EP0439* NAD 83(1986)-  34 21 53.     (N)    105 30 13.     (W)     SCALED    
 EP0439* NAVD 88     -      1983.320  (meters)    6506.94   (feet)  ADJUSTED  
 EP0439  ___________________________________________________________________
 EP0439  GEOID HEIGHT-         -20.22  (meters)                     GEOID03
 EP0439  DYNAMIC HT  -        1980.427 (meters)    6497.45  (feet)  COMP
 EP0439  MODELED GRAV-     979,105.5   (mgal)                       NAVD 88
 EP0439
 EP0439  VERT ORDER  -  FIRST     CLASS II
 EP0439
 EP0439.The horizontal coordinates were scaled from a topographic map and have
 EP0439.an estimated accuracy of +/- 6 seconds.
 EP0439
 EP0439.The orthometric height was determined by differential leveling
 EP0439.and adjusted by the National Geodetic Survey in June 1991..
 EP0439
 EP0439.The geoid height was determined by GEOID03.
 EP0439
 EP0439.The dynamic height is computed by dividing the NAVD 88
 EP0439.geopotential number by the normal gravity value computed on the
 EP0439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EP0439.degrees latitude (g = 980.6199 gals.).
 EP0439
 EP0439.The modeled gravity was interpolated from observed gravity values.
 EP0439
 EP0439;                    North         East    Units  Estimated Accuracy
 EP0439;SPC NM C     -   373,360.      568,650.      MT  (+/- 180 meters Scaled)
 EP0439
 EP0439                          SUPERSEDED SURVEY CONTROL
 EP0439
 EP0439.No superseded survey control is available for this station.
 EP0439
 EP0439_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDU536027(NAD 83)
 EP0439_MARKER: DB = BENCH MARK DISK
 EP0439_SETTING: 66 = SET IN ROCK OUTCROP
 EP0439_SP_SET: ROCK OUTCROP
 EP0439_STAMPING: H 408 1980
 EP0439_MARK LOGO: NGS   
 EP0439_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EP0439+STABILITY: POSITION/ELEVATION WELL
 EP0439
 EP0439  HISTORY     - Date     Condition        Report By
 EP0439  HISTORY     - 1980     MONUMENTED       NGS
 EP0439
 EP0439                          STATION DESCRIPTION
 EP0439
 EP0439'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 EP0439'15.8 KM (9.8 MI) SW FROM DURAN.
 EP0439'15.8 KM (9.8 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 54 FROM THE POST
 EP0439'OFFICE IN DURAN, 0.3 KM (0.2 MI) SOUTHWEST OF MILEPOST 181, IN TOP
 EP0439'OF THE SOUTHWEST END OF A LARGE ROCK CUT, 9.9 METERS (32.5 FT) WEST
 EP0439'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY AND 28.6 METERS (93.8 FT)
 EP0439'EAST-SOUTHEAST OF A FENCE.
 EP0439'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 EP0439'THE MARK IS 1.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0629 ***********************************************************************
 EQ0629  DESIGNATION -  H 409
 EQ0629  PID         -  EQ0629
 EQ0629  STATE/COUNTY-  NM/TORRANCE
 EQ0629  USGS QUAD   -  PUNTA DE AGUA (1986)
 EQ0629
 EQ0629                         *CURRENT SURVEY CONTROL
 EQ0629  ___________________________________________________________________
 EQ0629* NAD 83(1986)-  34 30 13.     (N)    106 16 38.     (W)     SCALED    
 EQ0629* NAVD 88     -      1955.477  (meters)    6415.59   (feet)  ADJUSTED  
 EQ0629  ___________________________________________________________________
 EQ0629  GEOID HEIGHT-         -19.97  (meters)                     GEOID03
 EQ0629  DYNAMIC HT  -        1952.627 (meters)    6406.24  (feet)  COMP
 EQ0629  MODELED GRAV-     979,107.8   (mgal)                       NAVD 88
 EQ0629
 EQ0629  VERT ORDER  -  FIRST     CLASS II
 EQ0629
 EQ0629.The horizontal coordinates were scaled from a topographic map and have
 EQ0629.an estimated accuracy of +/- 6 seconds.
 EQ0629
 EQ0629.The orthometric height was determined by differential leveling
 EQ0629.and adjusted by the National Geodetic Survey in June 1991..
 EQ0629
 EQ0629.The geoid height was determined by GEOID03.
 EQ0629
 EQ0629.The dynamic height is computed by dividing the NAVD 88
 EQ0629.geopotential number by the normal gravity value computed on the
 EQ0629.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0629.degrees latitude (g = 980.6199 gals.).
 EQ0629
 EQ0629.The modeled gravity was interpolated from observed gravity values.
 EQ0629
 EQ0629;                    North         East    Units  Estimated Accuracy
 EQ0629;SPC NM C     -   388,510.      497,500.      MT  (+/- 180 meters Scaled)
 EQ0629
 EQ0629                          SUPERSEDED SURVEY CONTROL
 EQ0629
 EQ0629.No superseded survey control is available for this station.
 EQ0629
 EQ0629_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU827187(NAD 83)
 EQ0629_MARKER: I = METAL ROD
 EQ0629_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EQ0629_SP_SET: STAINLESS STEEL ROD
 EQ0629_STAMPING: H 409 1981
 EQ0629_MARK LOGO: NGS   
 EQ0629_PROJECTION: FLUSH
 EQ0629_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EQ0629_ROD/PIPE-DEPTH: 4.3  meters
 EQ0629
 EQ0629  HISTORY     - Date     Condition        Report By
 EQ0629  HISTORY     - 1981     MONUMENTED       NGS
 EQ0629
 EQ0629                          STATION DESCRIPTION
 EQ0629
 EQ0629'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 EQ0629'3.6 KM (2.25 MI) WEST FROM MOUNTAINAIR.
 EQ0629'3.6 KM (2.25 MI) WESTERLY ALONG U.S. HIGHWAY 60 FROM THE POST OFFICE
 EQ0629'IN MOUNTAINAIR, 0.2 KM (0.1 MI) NORTHEAST OF A GRAVELED ROAD LEADING
 EQ0629'TO THE CITY DUMP, AND 38.4 METERS (125.9 FT) NORTHWEST OF THE
 EQ0629'CENTERLINE OF THE HIGHWAY.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH
 EQ0629'A 5-INCH LOGO CAP.
 EQ0629'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST AND FENCE
 EQ0629'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0532 ***********************************************************************
 GM0532  DESIGNATION -  H 41
 GM0532  PID         -  GM0532
 GM0532  STATE/COUNTY-  NM/TAOS
 GM0532  USGS QUAD   -  QUESTA (1995)
 GM0532
 GM0532                         *CURRENT SURVEY CONTROL
 GM0532  ___________________________________________________________________
 GM0532* NAD 83(1986)-  36 42 32.     (N)    105 35 48.     (W)     SCALED    
 GM0532* NAVD 88     -      2302.157  (meters)    7552.99   (feet)  ADJUSTED  
 GM0532  ___________________________________________________________________
 GM0532  GEOID HEIGHT-         -17.12  (meters)                     GEOID03
 GM0532  DYNAMIC HT  -        2298.949 (meters)    7542.47  (feet)  COMP
 GM0532  MODELED GRAV-     979,155.4   (mgal)                       NAVD 88
 GM0532
 GM0532  VERT ORDER  -  SECOND    CLASS 0
 GM0532
 GM0532.The horizontal coordinates were scaled from a topographic map and have
 GM0532.an estimated accuracy of +/- 6 seconds.
 GM0532
 GM0532.The orthometric height was determined by differential leveling
 GM0532.and adjusted by the National Geodetic Survey in June 1991..
 GM0532
 GM0532.The geoid height was determined by GEOID03.
 GM0532
 GM0532.The dynamic height is computed by dividing the NAVD 88
 GM0532.geopotential number by the normal gravity value computed on the
 GM0532.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GM0532.degrees latitude (g = 980.6199 gals.).
 GM0532
 GM0532.The modeled gravity was interpolated from observed gravity values.
 GM0532
 GM0532;                    North         East    Units  Estimated Accuracy
 GM0532;SPC NM C     -   633,370.      558,370.      MT  (+/- 180 meters Scaled)
 GM0532
 GM0532                          SUPERSEDED SURVEY CONTROL
 GM0532
 GM0532  NGVD 29 (??/??/92) 2300.883  (m)         7548.81   (f) ADJ UNCH    2 0
 GM0532
 GM0532.Superseded values are not recommended for survey control.
 GM0532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0532.See file dsdata.txt to determine how the superseded data were derived.
 GM0532
 GM0532_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDA467627(NAD 83)
 GM0532_MARKER: DD = SURVEY DISK
 GM0532_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GM0532_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GM0532_STAMPING: H 41 1927
 GM0532_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GM0532+STABILITY: SURFACE MOTION
 GM0532
 GM0532  HISTORY     - Date     Condition        Report By
 GM0532  HISTORY     - 1927     MONUMENTED       USGS
 GM0532  HISTORY     - 1957     GOOD             NGS
 GM0532
 GM0532                          STATION DESCRIPTION
 GM0532
 GM0532'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GM0532'0.4 MI N FROM QUESTA.
 GM0532'ABOUT 0.4 MILE NORTH ALONG STATE HIGHWAY 3 FROM THE JUNCTION OF STATE
 GM0532'HIGHWAY 38 AT QUESTA, AT A Y ROAD JUNCTION OF THE OLD STATE HIGHWAY 3
 GM0532'AND A GRAVEL ROAD NORTHWEST, 170 FEET NORTHWEST OF THE JUNCTION, 205
 GM0532'FEET WEST-NORTHWEST OF THE CENTER LINE OF THE NEW STATE HIGHWAY 3, 50
 GM0532'FEET WEST OF THE CENTER LINE OF THE OLD STATE HIGHWAY 3, 188 FEET
 GM0532'NORTHWEST OF THE NORTHWEST CORNER OF A TEXACO SERVICE STATION, 125
 GM0532'FEET WEST OF THE SOUTH CORNER OF A NEW CONCRETE BLOCK HOUSE, 23 FEET
 GM0532'NORTHEAST OF THE CENTER LINE OF A GRAVEL ROAD, 2 FEET SOUTHEAST OF A
 GM0532'CORNER POST, 1 FOOT SOUTHEAST OF A WHITE WOODEN WITNESS POST AND IN
 GM0532'THE TOP OF A CONCRETE POST WHICH PROJECTS 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0649 ***********************************************************************
 CW0649  DESIGNATION -  H 410
 CW0649  PID         -  CW0649
 CW0649  STATE/COUNTY-  NM/OTERO
 CW0649  USGS QUAD   -  ALAMOGORDO NORTH (1981)
 CW0649
 CW0649                         *CURRENT SURVEY CONTROL
 CW0649  ___________________________________________________________________
 CW0649* NAD 83(1986)-  32 53 08.     (N)    105 57 42.     (W)     SCALED    
 CW0649* NAVD 88     -      1315.391  (meters)    4315.58   (feet)  ADJUSTED  
 CW0649  ___________________________________________________________________
 CW0649  GEOID HEIGHT-         -22.02  (meters)                     GEOID03
 CW0649  DYNAMIC HT  -        1313.440 (meters)    4309.18  (feet)  COMP
 CW0649  MODELED GRAV-     979,109.2   (mgal)                       NAVD 88
 CW0649
 CW0649  VERT ORDER  -  FIRST     CLASS II
 CW0649
 CW0649.The horizontal coordinates were scaled from a topographic map and have
 CW0649.an estimated accuracy of +/- 6 seconds.
 CW0649
 CW0649.The orthometric height was determined by differential leveling
 CW0649.and adjusted by the National Geodetic Survey in June 1991..
 CW0649
 CW0649.The geoid height was determined by GEOID03.
 CW0649
 CW0649.The dynamic height is computed by dividing the NAVD 88
 CW0649.geopotential number by the normal gravity value computed on the
 CW0649.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0649.degrees latitude (g = 980.6199 gals.).
 CW0649
 CW0649.The modeled gravity was interpolated from observed gravity values.
 CW0649
 CW0649;                    North         East    Units  Estimated Accuracy
 CW0649;SPC NM C     -   209,100.      526,980.      MT  (+/- 180 meters Scaled)
 CW0649
 CW0649                          SUPERSEDED SURVEY CONTROL
 CW0649
 CW0649.No superseded survey control is available for this station.
 CW0649
 CW0649_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDS100390(NAD 83)
 CW0649_MARKER: I = METAL ROD
 CW0649_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CW0649_SP_SET: STAINLESS STEEL ROD
 CW0649_STAMPING: H 410 1980
 CW0649_MARK LOGO: NGS   
 CW0649_PROJECTION: FLUSH
 CW0649_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CW0649_ROD/PIPE-DEPTH: 7.3  meters
 CW0649
 CW0649  HISTORY     - Date     Condition        Report By
 CW0649  HISTORY     - 1980     MONUMENTED       NGS
 CW0649  HISTORY     - 20050704 MARK NOT FOUND   USPSQD
 CW0649
 CW0649                          STATION DESCRIPTION
 CW0649
 CW0649'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CW0649'IN ALAMOGORDO.
 CW0649'IN ALAMOGORDO, 1.4 KM (0.9 MI) SOUTH OF THE SOUTHERN PACIFIC RAILROAD
 CW0649'STATION, AT THE JUNCTION OF A PAVED CROSSROAD AND THE RAILROAD TRACK,
 CW0649'53.5 METERS (175.7 FT) SOUTHWEST OF THE CENTER OF THE CROSSING, 10.0
 CW0649'METERS (65.0 FT) WEST OF THE CENTER OF A DIRT ROAD, 28.0 METERS
 CW0649'(92.0 FT) WEST OF THE NEAR RAIL, 25.7 METERS (84.4 FT) SOUTHEAST
 CW0649'OF THE NORTHEAST CORNER OF A TIN SHED AND 7.2 METERS (23.5 FT)
 CW0649'NORTHWEST OF UTILITY POLE NUMBER SM 1.  NOTE=ACCESS TO THE DATUM POINT
 CW0649'IS THROUGH A 5-INCH LOGO CAP.
 CW0649'THE MARK IS 0.4 METERS  E FROM  WITNESS POST AND FENCE
 CW0649'THE MARK IS 0.6 M BELOW THE HIGHWAY.
 CW0649
 CW0649                          STATION RECOVERY (2005)
 CW0649
 CW0649'RECOVERY NOTE BY US POWER SQUADRON 2005 (BJK)
 CW0649'IMPROVEMENTS HAVE BEEN MADE TO THE DIRT ROAD IN RECENT MONTHS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1301 ***********************************************************************
 CX1301  DESIGNATION -  H 411
 CX1301  PID         -  CX1301
 CX1301  STATE/COUNTY-  NM/OTERO
 CX1301  USGS QUAD   -  DESERT (1955)
 CX1301
 CX1301                         *CURRENT SURVEY CONTROL
 CX1301  ___________________________________________________________________
 CX1301* NAD 83(1986)-  32 14 17.     (N)    106 10 22.     (W)     SCALED    
 CX1301* NAVD 88     -      1245.132  (meters)    4085.07   (feet)  ADJUSTED  
 CX1301  ___________________________________________________________________
 CX1301  GEOID HEIGHT-         -23.33  (meters)                     GEOID03
 CX1301  DYNAMIC HT  -        1243.286 (meters)    4079.01  (feet)  COMP
 CX1301  MODELED GRAV-     979,113.0   (mgal)                       NAVD 88
 CX1301
 CX1301  VERT ORDER  -  FIRST     CLASS II
 CX1301
 CX1301.The horizontal coordinates were scaled from a topographic map and have
 CX1301.an estimated accuracy of +/- 6 seconds.
 CX1301
 CX1301.The orthometric height was determined by differential leveling
 CX1301.and adjusted by the National Geodetic Survey in June 1991..
 CX1301
 CX1301.The geoid height was determined by GEOID03.
 CX1301
 CX1301.The dynamic height is computed by dividing the NAVD 88
 CX1301.geopotential number by the normal gravity value computed on the
 CX1301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX1301.degrees latitude (g = 980.6199 gals.).
 CX1301
 CX1301.The modeled gravity was interpolated from observed gravity values.
 CX1301
 CX1301;                    North         East    Units  Estimated Accuracy
 CX1301;SPC NM C     -   137,270.      507,280.      MT  (+/- 180 meters Scaled)
 CX1301
 CX1301                          SUPERSEDED SURVEY CONTROL
 CX1301
 CX1301.No superseded survey control is available for this station.
 CX1301
 CX1301_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR895674(NAD 83)
 CX1301_MARKER: I = METAL ROD
 CX1301_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 CX1301_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 CX1301_STAMPING: H 411 1981
 CX1301_MARK LOGO: NGS   
 CX1301_PROJECTION: FLUSH
 CX1301_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CX1301+STABILITY: POSITION/ELEVATION WELL
 CX1301_ROD/PIPE-DEPTH: 9.1  meters
 CX1301_SLEEVE-DEPTH  : 8.5 meters
 CX1301
 CX1301  HISTORY     - Date     Condition        Report By
 CX1301  HISTORY     - 1981     MONUMENTED       NGS
 CX1301
 CX1301                          STATION DESCRIPTION
 CX1301
 CX1301'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CX1301'17.7 KM (11.0 MI) SW FROM OROGRANDE.
 CX1301'17.7 KM (11.0 MI) SOUTHWEST ALONG U.S. HIGHWAY 54 FROM THE POST
 CX1301'OFFICE IN OROGRANDE, 0.6 KM (0.35 MI) SOUTHWEST OF MILE POST 19,
 CX1301'60.7 METERS (199.0 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 CX1301'17.3 METERS (56.6 FT) NORTHWEST OF THE NEAR RAIL OF THE SOUTHERN
 CX1301'PACIFIC RAILROAD, 8.5 METERS (28.0 FT) NORTHEAST OF THE CENTER OF
 CX1301'A TRACK ROAD AND 2.4 METERS (8.0 FT) NORTHEAST OF A UTILITY POLE.
 CX1301'THE MARK IS 0.4 METERS  SW FROM A WITNESS POST.
 CX1301'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1338 ***********************************************************************
 CX1338  DESIGNATION -  H 412
 CX1338  PID         -  CX1338
 CX1338  STATE/COUNTY-  NM/DONA ANA
 CX1338  USGS QUAD   -  LAS CRUCES (1978)
 CX1338
 CX1338                         *CURRENT SURVEY CONTROL
 CX1338  ___________________________________________________________________
 CX1338* NAD 83(1986)-  32 18 21.     (N)    106 47 06.     (W)     SCALED    
 CX1338* NAVD 88     -      1186.393  (meters)    3892.36   (feet)  ADJUSTED  
 CX1338  ___________________________________________________________________
 CX1338  GEOID HEIGHT-         -23.95  (meters)                     GEOID03
 CX1338  DYNAMIC HT  -        1184.635 (meters)    3886.59  (feet)  COMP
 CX1338  MODELED GRAV-     979,116.4   (mgal)                       NAVD 88
 CX1338
 CX1338  VERT ORDER  -  FIRST     CLASS II
 CX1338
 CX1338.The horizontal coordinates were scaled from a topographic map and have
 CX1338.an estimated accuracy of +/- 6 seconds.
 CX1338
 CX1338.The orthometric height was determined by differential leveling
 CX1338.and adjusted by the National Geodetic Survey in June 1991..
 CX1338
 CX1338.The geoid height was determined by GEOID03.
 CX1338
 CX1338.The dynamic height is computed by dividing the NAVD 88
 CX1338.geopotential number by the normal gravity value computed on the
 CX1338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX1338.degrees latitude (g = 980.6199 gals.).
 CX1338
 CX1338.The modeled gravity was interpolated from observed gravity values.
 CX1338
 CX1338;                    North         East    Units  Estimated Accuracy
 CX1338;SPC NM C     -   144,900.      449,620.      MT  (+/- 180 meters Scaled)
 CX1338
 CX1338                          SUPERSEDED SURVEY CONTROL
 CX1338
 CX1338.No superseded survey control is available for this station.
 CX1338
 CX1338_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR319757(NAD 83)
 CX1338_MARKER: I = METAL ROD
 CX1338_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CX1338_SP_SET: STAINLESS STEEL ROD
 CX1338_STAMPING: H 412 1981
 CX1338_MARK LOGO: NGS   
 CX1338_PROJECTION: FLUSH
 CX1338_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CX1338_ROD/PIPE-DEPTH: 15.8 meters
 CX1338
 CX1338  HISTORY     - Date     Condition        Report By
 CX1338  HISTORY     - 1981     MONUMENTED       NGS
 CX1338  HISTORY     - 19961223 MARK NOT FOUND   USPSQD
 CX1338
 CX1338                          STATION DESCRIPTION
 CX1338
 CX1338'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CX1338'IN LAS CRUCES.
 CX1338'IN LAS CRUCES, AT THE INTERSECTION OF AMADOR AVENUE AND MESILLA
 CX1338'STREET, 31.5 METERS (103.5 FT) NORTHWEST OF THE CENTERLINE OF
 CX1338'AMADOR STREET, 26.7 FT) SOUTHWEST OF THE CENTER OF MESILLA STREET,
 CX1338'12.6 METERS (41.4 FT) NORTHEAST OF THE NEAR RAIL OF THE ATCHISON,
 CX1338'TOPEKA AND SANTA FE RAILROAD, 0.6 METER (2.0 FT) SOUTH-SOUTHWEST
 CX1338'OF THE SOUTHWEST CORNER OF A CHAIN LINK FENCE. AND 0.6 METER (1.9 FT)
 CX1338'SOUTHWEST OF A UTILITY POLE.
 CX1338'THE MARK IS 0.6 METERS  NW FROM A WITNESS POST.
 CX1338'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 CX1338
 CX1338                          STATION RECOVERY (1996)
 CX1338
 CX1338'RECOVERY NOTE BY US POWER SQUADRON 1996
 CX1338'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1344 ***********************************************************************
 CX1344  DESIGNATION -  H 413
 CX1344  PID         -  CX1344
 CX1344  STATE/COUNTY-  NM/DONA ANA
 CX1344  USGS QUAD   -  PICACHO MOUNTAIN (1994)
 CX1344
 CX1344                         *CURRENT SURVEY CONTROL
 CX1344  ___________________________________________________________________
 CX1344* NAD 83(1986)-  32 17 12.     (N)    106 52 34.     (W)     SCALED    
 CX1344* NAVD 88     -      1273.716  (meters)    4178.85   (feet)  ADJUSTED  
 CX1344  ___________________________________________________________________
 CX1344  GEOID HEIGHT-         -24.08  (meters)                     GEOID03
 CX1344  DYNAMIC HT  -        1271.794 (meters)    4172.54  (feet)  COMP
 CX1344  MODELED GRAV-     979,086.2   (mgal)                       NAVD 88
 CX1344
 CX1344  VERT ORDER  -  FIRST     CLASS II
 CX1344
 CX1344.The horizontal coordinates were scaled from a topographic map and have
 CX1344.an estimated accuracy of +/- 6 seconds.
 CX1344
 CX1344.The orthometric height was determined by differential leveling
 CX1344.and adjusted by the National Geodetic Survey in June 1991..
 CX1344
 CX1344.The geoid height was determined by GEOID03.
 CX1344
 CX1344.The dynamic height is computed by dividing the NAVD 88
 CX1344.geopotential number by the normal gravity value computed on the
 CX1344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX1344.degrees latitude (g = 980.6199 gals.).
 CX1344
 CX1344.The modeled gravity was interpolated from observed gravity values.
 CX1344
 CX1344;                    North         East    Units  Estimated Accuracy
 CX1344;SPC NM C     -   142,820.      441,030.      MT  (+/- 180 meters Scaled)
 CX1344
 CX1344                          SUPERSEDED SURVEY CONTROL
 CX1344
 CX1344.No superseded survey control is available for this station.
 CX1344
 CX1344_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR233737(NAD 83)
 CX1344_MARKER: I = METAL ROD
 CX1344_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CX1344_SP_SET: STAINLESS STEEL ROD
 CX1344_STAMPING: H 413 1981
 CX1344_MARK LOGO: NGS   
 CX1344_PROJECTION: FLUSH
 CX1344_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CX1344_ROD/PIPE-DEPTH: 9.7  meters
 CX1344
 CX1344  HISTORY     - Date     Condition        Report By
 CX1344  HISTORY     - 1981     MONUMENTED       NGS
 CX1344
 CX1344                          STATION DESCRIPTION
 CX1344
 CX1344'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CX1344'9.7 KM (6.05 MI) SW FROM LAS CRUCES.
 CX1344'0.7 KM (0.45 MI) NORTHWEST ALONG THE ATCHISON TOPEKA AND SANTA FE
 CX1344'RAILROAD FROM THE RAILROAD STATION IN LAS CRUSES, THENCE 9.0 KM
 CX1344'(5.6 MI) SOUTHWEST ALONG U. S. HIGHWAY 70 (PICACHO AVENUE), 0.2 KM
 CX1344'(0.1 MI) NORTHEAST OF A HIGHWAY INFORMATION SIGN (EAST EL PASO-WEST
 CX1344'DEMING), AT A DIRT ROAD LEADING NORTHWEST, 22.0 METERS (72.2 FT)
 CX1344'NORTHWEST OF THE CENTERLINE OF THE WEST BOUND LANES OF THE HIGHWAY,
 CX1344'10.7 METERS (35.O FT) SOUTHWEST OF THE CENTER OF A GATE AND 0.3 METER
 CX1344'(1.0 FT) SOUTHEAST OF A FENCE.  NOTE=ACCESS TO THE DATUM POINT IS
 CX1344'THROUGH A 5-INCH LOGO CAP.
 CX1344'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST AND FENCE
 CX1344'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0674 ***********************************************************************
 CW0674  DESIGNATION -  H 414
 CW0674  PID         -  CW0674
 CW0674  STATE/COUNTY-  NM/EDDY
 CW0674  USGS QUAD   -  RED BLUFF (1985)
 CW0674
 CW0674                         *CURRENT SURVEY CONTROL
 CW0674  ___________________________________________________________________
 CW0674* NAD 83(1986)-  32 05 40.     (N)    104 04 16.     (W)     SCALED    
 CW0674* NAVD 88     -       894.782  (meters)    2935.63   (feet)  ADJUSTED  
 CW0674  ___________________________________________________________________
 CW0674  GEOID HEIGHT-         -25.43  (meters)                     GEOID03
 CW0674  DYNAMIC HT  -         893.472 (meters)    2931.33  (feet)  COMP
 CW0674  MODELED GRAV-     979,146.7   (mgal)                       NAVD 88
 CW0674
 CW0674  VERT ORDER  -  FIRST     CLASS II
 CW0674
 CW0674.The horizontal coordinates were scaled from a topographic map and have
 CW0674.an estimated accuracy of +/- 6 seconds.
 CW0674
 CW0674.The orthometric height was determined by differential leveling
 CW0674.and adjusted by the National Geodetic Survey in June 1991..
 CW0674
 CW0674.The geoid height was determined by GEOID03.
 CW0674
 CW0674.The dynamic height is computed by dividing the NAVD 88
 CW0674.geopotential number by the normal gravity value computed on the
 CW0674.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0674.degrees latitude (g = 980.6199 gals.).
 CW0674
 CW0674.The modeled gravity was interpolated from observed gravity values.
 CW0674
 CW0674;                    North         East    Units  Estimated Accuracy
 CW0674;SPC NM E     -   121,370.      189,750.      MT  (+/- 180 meters Scaled)
 CW0674
 CW0674                          SUPERSEDED SURVEY CONTROL
 CW0674
 CW0674.No superseded survey control is available for this station.
 CW0674
 CW0674_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SER876512(NAD 83)
 CW0674_MARKER: DB = BENCH MARK DISK
 CW0674_SETTING: 66 = SET IN ROCK OUTCROP
 CW0674_SP_SET: ROCK OUTCROP
 CW0674_STAMPING: H 414 1981
 CW0674_MARK LOGO: NGS   
 CW0674_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CW0674+STABILITY: POSITION/ELEVATION WELL
 CW0674
 CW0674  HISTORY     - Date     Condition        Report By
 CW0674  HISTORY     - 1981     MONUMENTED       NGS
 CW0674
 CW0674                          STATION DESCRIPTION
 CW0674
 CW0674'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CW0674'14.6 KM (9.1 MI) SOUTH FROM MALAGA.
 CW0674'14.6 KM (9.1 MI) SOUTHERLY ALONG U.S. HIGHWAY 285 FROM THE POST OFFICE
 CW0674'IN MALAGA, 0.2 KM (0.1 MI) NORTH OF MILE POST 7, IN THE TOP CENTER OF
 CW0674'A 6X12 FOOT EXPOSED AREA OF ROCK OUTCROPPING PROJECTING 0.3 METER
 CW0674'(1.0 FT), 27.1 METERS (89.0 FT) EAST OF THE CENTERLINE OF THE HIGHWAY,
 CW0674'AND 3.5 METERS (11.6 FT) WEST OF A FENCE.
 CW0674'THE MARK IS 0.2 METERS  NW FROM A WITNESS POST.
 CW0674'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0696 ***********************************************************************
 CW0696  DESIGNATION -  H 415
 CW0696  PID         -  CW0696
 CW0696  STATE/COUNTY-  NM/EDDY
 CW0696  USGS QUAD   -  CARLSBAD WEST   C (1985)
 CW0696
 CW0696                         *CURRENT SURVEY CONTROL
 CW0696  ___________________________________________________________________
 CW0696* NAD 83(1986)-  32 28 36.     (N)    104 17 56.     (W)     SCALED    
 CW0696* NAVD 88     -       999.080  (meters)    3277.82   (feet)  ADJUSTED  
 CW0696  ___________________________________________________________________
 CW0696  GEOID HEIGHT-         -23.92  (meters)                     GEOID03
 CW0696  DYNAMIC HT  -         997.665 (meters)    3273.17  (feet)  COMP
 CW0696  MODELED GRAV-     979,188.5   (mgal)                       NAVD 88
 CW0696
 CW0696  VERT ORDER  -  FIRST     CLASS II
 CW0696
 CW0696.The horizontal coordinates were scaled from a topographic map and have
 CW0696.an estimated accuracy of +/- 6 seconds.
 CW0696
 CW0696.The orthometric height was determined by differential leveling
 CW0696.and adjusted by the National Geodetic Survey in June 1991..
 CW0696
 CW0696.The geoid height was determined by GEOID03.
 CW0696
 CW0696.The dynamic height is computed by dividing the NAVD 88
 CW0696.geopotential number by the normal gravity value computed on the
 CW0696.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0696.degrees latitude (g = 980.6199 gals.).
 CW0696
 CW0696.The modeled gravity was interpolated from observed gravity values.
 CW0696
 CW0696;                    North         East    Units  Estimated Accuracy
 CW0696;SPC NM E     -   163,720.      168,240.      MT  (+/- 180 meters Scaled)
 CW0696
 CW0696                          SUPERSEDED SURVEY CONTROL
 CW0696
 CW0696.No superseded survey control is available for this station.
 CW0696
 CW0696_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SER658934(NAD 83)
 CW0696_MARKER: DB = BENCH MARK DISK
 CW0696_SETTING: 66 = SET IN ROCK OUTCROP
 CW0696_SP_SET: ROCK OUTCROP
 CW0696_STAMPING: H 415 1982
 CW0696_MARK LOGO: NGS   
 CW0696_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CW0696+STABILITY: POSITION/ELEVATION WELL
 CW0696
 CW0696  HISTORY     - Date     Condition        Report By
 CW0696  HISTORY     - 1982     MONUMENTED       NGS
 CW0696
 CW0696                          STATION DESCRIPTION
 CW0696
 CW0696'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CW0696'10.7 KM (6.65 MI) NW FROM CARLSBAD.
 CW0696'10.7 KM (6.65 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 285 FROM ITS
 CW0696'JUNCTION WITH U.S. HIGHWAY 180 AND 62 IN CARLSBAD, 0.1 KM (0.05 MI)
 CW0696'SOUTHEAST OF MILEPOST 40, IN THE CENTER OF A 5 BY 18 FT EXPOSED AREA
 CW0696'OF OUTCROPPING BEDROCK, 21.6 METERS (70.9 FT) WEST OF THE CENTER OF A
 CW0696'ROAD LEADING NORTH, 19.2 METERS (63.0 FT) SOUTH OF A FENCE AND 11.6
 CW0696'METERS (38.1 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY.
 CW0696'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 CW0696'THE MARK IS 0.9 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0749 ***********************************************************************
 DR0749  DESIGNATION -  H 416
 DR0749  PID         -  DR0749
 DR0749  STATE/COUNTY-  NM/CHAVES
 DR0749  USGS QUAD   -  HAGERMAN (1975)
 DR0749
 DR0749                         *CURRENT SURVEY CONTROL
 DR0749  ___________________________________________________________________
 DR0749* NAD 83(1986)-  33 04 08.     (N)    104 20 47.     (W)     SCALED    
 DR0749* NAVD 88     -      1049.595  (meters)    3443.55   (feet)  ADJUSTED  
 DR0749  ___________________________________________________________________
 DR0749  GEOID HEIGHT-         -23.13  (meters)                     GEOID03
 DR0749  DYNAMIC HT  -        1048.158 (meters)    3438.83  (feet)  COMP
 DR0749  MODELED GRAV-     979,232.9   (mgal)                       NAVD 88
 DR0749
 DR0749  VERT ORDER  -  FIRST     CLASS II
 DR0749
 DR0749.The horizontal coordinates were scaled from a topographic map and have
 DR0749.an estimated accuracy of +/- 6 seconds.
 DR0749
 DR0749.The orthometric height was determined by differential leveling
 DR0749.and adjusted by the National Geodetic Survey in June 1991..
 DR0749
 DR0749.The geoid height was determined by GEOID03.
 DR0749
 DR0749.The dynamic height is computed by dividing the NAVD 88
 DR0749.geopotential number by the normal gravity value computed on the
 DR0749.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0749.degrees latitude (g = 980.6199 gals.).
 DR0749
 DR0749.The modeled gravity was interpolated from observed gravity values.
 DR0749
 DR0749;                    North         East    Units  Estimated Accuracy
 DR0749;SPC NM E     -   229,390.      163,780.      MT  (+/- 180 meters Scaled)
 DR0749
 DR0749                          SUPERSEDED SURVEY CONTROL
 DR0749
 DR0749.No superseded survey control is available for this station.
 DR0749
 DR0749_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES610591(NAD 83)
 DR0749_MARKER: I = METAL ROD
 DR0749_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DR0749_SP_SET: STAINLESS STEEL ROD
 DR0749_STAMPING: H 416 1982
 DR0749_MARK LOGO: NGS   
 DR0749_PROJECTION: FLUSH
 DR0749_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR0749_ROD/PIPE-DEPTH: 12.2 meters
 DR0749
 DR0749  HISTORY     - Date     Condition        Report By
 DR0749  HISTORY     - 1982     MONUMENTED       NGS
 DR0749
 DR0749                          STATION DESCRIPTION
 DR0749
 DR0749'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 DR0749'24.9 KM (15.45 MI) NORT FROM ARTESIA.
 DR0749'24.9 KM (15.45 MI) NORTHERLY ALONG THE SANTA FE RAILROAD FROM THE
 DR0749'RAILROAD STATION IN ARTESIA, 0.7 KM (0.45 MI) NORTH OF HIGHWAY
 DR0749'MILEPOST 13, 31.1 METERS (102.1 FT) NORTHEAST OF BENCH MARK V 9, 29.6
 DR0749'METERS (97.1 FT) SOUTHEAST OF THE CENTERLINE OF STATE HIGHWAY 2, 20.5
 DR0749'METERS (67.3 FT) NORTH OF MILEPOST 134, 12.1 METERS (39.7 FT)
 DR0749'NORTHWEST OF THE NEAR RAIL AND 1.1 METERS (3.6 FT) SOUTHWEST OF A
 DR0749'UTILITY POLE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 DR0749'CAP.
 DR0749'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 DR0749'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0620 ***********************************************************************
 CW0620  DESIGNATION -  H 417
 CW0620  PID         -  CW0620
 CW0620  STATE/COUNTY-  NM/EDDY
 CW0620  USGS QUAD   -  ILLINOIS CAMP SE (1985)
 CW0620
 CW0620                         *CURRENT SURVEY CONTROL
 CW0620  ___________________________________________________________________
 CW0620* NAD 83(1986)-  32 31 48.     (N)    104 01 04.     (W)     SCALED    
 CW0620* NAVD 88     -      1011.565  (meters)    3318.78   (feet)  ADJUSTED  
 CW0620  ___________________________________________________________________
 CW0620  GEOID HEIGHT-         -23.96  (meters)                     GEOID03
 CW0620  DYNAMIC HT  -        1010.132 (meters)    3314.07  (feet)  COMP
 CW0620  MODELED GRAV-     979,188.0   (mgal)                       NAVD 88
 CW0620
 CW0620  VERT ORDER  -  FIRST     CLASS I
 CW0620
 CW0620.The horizontal coordinates were scaled from a topographic map and have
 CW0620.an estimated accuracy of +/- 6 seconds.
 CW0620
 CW0620.The orthometric height was determined by differential leveling
 CW0620.and adjusted by the National Geodetic Survey in June 1991..
 CW0620
 CW0620.The geoid height was determined by GEOID03.
 CW0620
 CW0620.The dynamic height is computed by dividing the NAVD 88
 CW0620.geopotential number by the normal gravity value computed on the
 CW0620.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0620.degrees latitude (g = 980.6199 gals.).
 CW0620
 CW0620.The modeled gravity was interpolated from observed gravity values.
 CW0620
 CW0620;                    North         East    Units  Estimated Accuracy
 CW0620;SPC NM E     -   169,680.      194,640.      MT  (+/- 180 meters Scaled)
 CW0620
 CW0620                          SUPERSEDED SURVEY CONTROL
 CW0620
 CW0620  NGVD 29 (??/??/92) 1011.083  (m)         3317.19   (f) ADJ UNCH    1 1
 CW0620
 CW0620.Superseded values are not recommended for survey control.
 CW0620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0620.See file dsdata.txt to determine how the superseded data were derived.
 CW0620
 CW0620_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SER922996(NAD 83)
 CW0620_MARKER: I = METAL ROD
 CW0620_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CW0620_SP_SET: STAINLESS STEEL ROD
 CW0620_STAMPING: H 417 1981
 CW0620_MARK LOGO: NGS   
 CW0620_PROJECTION: FLUSH
 CW0620_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CW0620_ROD/PIPE-DEPTH: 10.4 meters
 CW0620
 CW0620  HISTORY     - Date     Condition        Report By
 CW0620  HISTORY     - 1981     MONUMENTED       NGS
 CW0620
 CW0620                          STATION DESCRIPTION
 CW0620
 CW0620'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CW0620'27.5 KM (17.1 MI) NE FROM CARLSBAD.
 CW0620'23.5 KM (14.6 MI) NORTHEAST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE
 CW0620'EAST END OF THE BATAAN BRIDGE OVER THE PECOS RIVER IN CARLSBAD, 0.6 KM
 CW0620'(0.4 MI) WEST OF THE JUNCTION OF STATE HIGHWAY 31 LEADING NORTHEAST,
 CW0620'0.8 KM (0.5 MI) EAST OF MILEPOST 50, 64.6 METERS (212.0 FT) EAST OF
 CW0620'OF CENTER OF A 24-INCH GALVANIZED PIPE CULVERT AND 22.6 METERS
 CW0620'(74.0 FT) NORTH OF THE CENTERLINE OF THE WEST BOUND LANES OF THE
 CW0620'HIGHWAY.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CW0620'THE MARK IS 0.4 METERS  S FROM  A WITNESS POST AND FENCE
 CW0620'THE MARK IS 0.9 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0643 ***********************************************************************
 DQ0643  DESIGNATION -  H 418
 DQ0643  PID         -  DQ0643
 DQ0643  STATE/COUNTY-  NM/ROOSEVELT
 DQ0643  USGS QUAD   -  SCHRAM LAKE (1979)
 DQ0643
 DQ0643                         *CURRENT SURVEY CONTROL
 DQ0643  ___________________________________________________________________
 DQ0643* NAD 83(1986)-  33 51 56.     (N)    103 43 43.     (W)     SCALED    
 DQ0643* NAVD 88     -      1383.813  (meters)    4540.06   (feet)  ADJUSTED  
 DQ0643  ___________________________________________________________________
 DQ0643  GEOID HEIGHT-         -22.74  (meters)                     GEOID03
 DQ0643  DYNAMIC HT  -        1381.938 (meters)    4533.91  (feet)  COMP
 DQ0643  MODELED GRAV-     979,232.6   (mgal)                       NAVD 88
 DQ0643
 DQ0643  VERT ORDER  -  FIRST     CLASS II
 DQ0643
 DQ0643.The horizontal coordinates were scaled from a topographic map and have
 DQ0643.an estimated accuracy of +/- 6 seconds.
 DQ0643
 DQ0643.The orthometric height was determined by differential leveling
 DQ0643.and adjusted by the National Geodetic Survey in June 1991..
 DQ0643
 DQ0643.The geoid height was determined by GEOID03.
 DQ0643
 DQ0643.The dynamic height is computed by dividing the NAVD 88
 DQ0643.geopotential number by the normal gravity value computed on the
 DQ0643.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0643.degrees latitude (g = 980.6199 gals.).
 DQ0643
 DQ0643.The modeled gravity was interpolated from observed gravity values.
 DQ0643
 DQ0643;                    North         East    Units  Estimated Accuracy
 DQ0643;SPC NM E     -   317,910.      220,950.      MT  (+/- 180 meters Scaled)
 DQ0643
 DQ0643                          SUPERSEDED SURVEY CONTROL
 DQ0643
 DQ0643.No superseded survey control is available for this station.
 DQ0643
 DQ0643_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFT175479(NAD 83)
 DQ0643_MARKER: I = METAL ROD
 DQ0643_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DQ0643_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 DQ0643_STAMPING: H 418 1982
 DQ0643_MARK LOGO: NGS   
 DQ0643_PROJECTION: FLUSH
 DQ0643_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DQ0643+STABILITY: POSITION/ELEVATION WELL
 DQ0643_ROD/PIPE-DEPTH: 9.8  meters
 DQ0643_SLEEVE-DEPTH  : 9.1 meters
 DQ0643
 DQ0643  HISTORY     - Date     Condition        Report By
 DQ0643  HISTORY     - 1982     MONUMENTED       NGS
 DQ0643
 DQ0643                          STATION DESCRIPTION
 DQ0643
 DQ0643'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 DQ0643'5.0 KM (3.1 MI) NE FROM KENNA.
 DQ0643'5.0 KM (3.1 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 70 FROM THE POST
 DQ0643'OFFICE IN KENNA, 0.4 KM (0.25 MI) SOUTHWEST OF THE SANTA FE RAILROAD
 DQ0643'MILEPOST 49, 0.4 KM (0.25 MI) NORTHEAST OF HIGHWAY MILEPOST 392, 68.7
 DQ0643'METERS (225.4 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 22.1
 DQ0643'METERS (72.5 FT) SOUTHEAST OF THE NEAR RAIL, 7.7 METERS (25.3 FT)
 DQ0643'NORTHWEST OF A FENCE AND 1.5 METERS (4.9 FT) NORTHWEST OF A UTILITY
 DQ0643'POLE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 DQ0643'THE MARK IS 0.5 METERS  SW FROM A WITNESS POST.
 DQ0643'THE MARK IS 1.0 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0736 ***********************************************************************
 CV0736  DESIGNATION -  H 419
 CV0736  PID         -  CV0736
 CV0736  STATE/COUNTY-  NM/LEA
 CV0736  USGS QUAD   -  LAGUNA GATUNA (1984)
 CV0736
 CV0736                         *CURRENT SURVEY CONTROL
 CV0736  ___________________________________________________________________
 CV0736* NAD 83(1986)-  32 33 43.     (N)    103 44 06.     (W)     SCALED    
 CV0736* NAVD 88     -      1078.580  (meters)    3538.64   (feet)  ADJUSTED  
 CV0736  ___________________________________________________________________
 CV0736  GEOID HEIGHT-         -23.36  (meters)                     GEOID03
 CV0736  DYNAMIC HT  -        1077.056 (meters)    3533.64  (feet)  COMP
 CV0736  MODELED GRAV-     979,188.4   (mgal)                       NAVD 88
 CV0736
 CV0736  VERT ORDER  -  FIRST     CLASS I
 CV0736
 CV0736.The horizontal coordinates were scaled from a topographic map and have
 CV0736.an estimated accuracy of +/- 6 seconds.
 CV0736
 CV0736.The orthometric height was determined by differential leveling
 CV0736.and adjusted by the National Geodetic Survey in June 1991..
 CV0736
 CV0736.The geoid height was determined by GEOID03.
 CV0736
 CV0736.The dynamic height is computed by dividing the NAVD 88
 CV0736.geopotential number by the normal gravity value computed on the
 CV0736.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0736.degrees latitude (g = 980.6199 gals.).
 CV0736
 CV0736.The modeled gravity was interpolated from observed gravity values.
 CV0736
 CV0736;                    North         East    Units  Estimated Accuracy
 CV0736;SPC NM E     -   173,340.      221,190.      MT  (+/- 180 meters Scaled)
 CV0736
 CV0736                          SUPERSEDED SURVEY CONTROL
 CV0736
 CV0736  NGVD 29 (??/??/92) 1078.098  (m)         3537.06   (f) ADJ UNCH    1 1
 CV0736
 CV0736.Superseded values are not recommended for survey control.
 CV0736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0736.See file dsdata.txt to determine how the superseded data were derived.
 CV0736
 CV0736_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFS187034(NAD 83)
 CV0736_MARKER: I = METAL ROD
 CV0736_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CV0736+WITH SETTING: INFORMATION.
 CV0736_SP_SET: SHALLOW SET METAL ROD
 CV0736_STAMPING: H 419 1982
 CV0736_MARK LOGO: NGS   
 CV0736_PROJECTION: FLUSH
 CV0736_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CV0736_ROD/PIPE-DEPTH: 1.2  meters
 CV0736
 CV0736  HISTORY     - Date     Condition        Report By
 CV0736  HISTORY     - 1982     MONUMENTED       NGS
 CV0736
 CV0736                          STATION DESCRIPTION
 CV0736
 CV0736'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CV0736'51.8 KM (32.15 MI) NE FROM CARLSBAD.
 CV0736'50.0 KM (31.05 MI) NORTHEASTERLY ALONG U. S. HIGHWAY 62 AND 180 FROM
 CV0736'THE EAST END OF THE BATAAN BRIDGE OVER THE PECOS RIVER IN CARLSBAD,
 CV0736'THENCE 0.6 KM (0.35 MI) NORTHERLY ALONG A DIRT TRACK ROAD, THENCE 1.2
 CV0736'KM (0.75 MI) NORTHEASTERLY ALONG A DIRT TRACK ROAD, 26.5 METERS (86.9
 CV0736'FT) NORTHEAST OF THE CENTERLINE OF STATE HIGHWAY 176, 12.5 METERS
 CV0736'(41.0 FT) NORTHWEST OF THE CENTER OF THE ROAD AND 1.0 METER (3.3 FT)
 CV0736'NORTHEAST OF A UTILITY POLE.  NOTE=REFUSAL WAS REACHED AT 4.0 FT.
 CV0736'ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CV0736'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 CV0736'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0192 ***********************************************************************
 DT0192  DESIGNATION -  H 42
 DT0192  PID         -  DT0192
 DT0192  STATE/COUNTY-  NM/CATRON
 DT0192  USGS QUAD   -  LUNA (1965)
 DT0192
 DT0192                         *CURRENT SURVEY CONTROL
 DT0192  ___________________________________________________________________
 DT0192* NAD 83(1986)-  33 49 08.     (N)    108 57 15.     (W)     SCALED    
 DT0192* NAVD 88     -      2148.074  (meters)    7047.47   (feet)  ADJUSTED  
 DT0192  ___________________________________________________________________
 DT0192  GEOID HEIGHT-         -22.43  (meters)                     GEOID03
 DT0192  DYNAMIC HT  -        2144.683 (meters)    7036.35  (feet)  COMP
 DT0192  MODELED GRAV-     978,980.8   (mgal)                       NAVD 88
 DT0192
 DT0192  VERT ORDER  -  FIRST     CLASS II
 DT0192
 DT0192.The horizontal coordinates were scaled from a topographic map and have
 DT0192.an estimated accuracy of +/- 6 seconds.
 DT0192
 DT0192.The orthometric height was determined by differential leveling
 DT0192.and adjusted by the National Geodetic Survey in June 1991..
 DT0192
 DT0192.The geoid height was determined by GEOID03.
 DT0192
 DT0192.The dynamic height is computed by dividing the NAVD 88
 DT0192.geopotential number by the normal gravity value computed on the
 DT0192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0192.degrees latitude (g = 980.6199 gals.).
 DT0192
 DT0192.The modeled gravity was interpolated from observed gravity values.
 DT0192
 DT0192;                    North         East    Units  Estimated Accuracy
 DT0192;SPC NM W     -   313,140.      726,240.      MT  (+/- 180 meters Scaled)
 DT0192
 DT0192                          SUPERSEDED SURVEY CONTROL
 DT0192
 DT0192  NGVD 29 (??/??/92) 2147.127  (m)         7044.37   (f) ADJ UNCH    1 2
 DT0192
 DT0192.Superseded values are not recommended for survey control.
 DT0192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0192.See file dsdata.txt to determine how the superseded data were derived.
 DT0192
 DT0192_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC893439(NAD 83)
 DT0192_MARKER: DB = BENCH MARK DISK
 DT0192_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DT0192_SP_SET: BALUSTRADE
 DT0192_STAMPING: H 42 1934
 DT0192_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DT0192
 DT0192  HISTORY     - Date     Condition        Report By
 DT0192  HISTORY     - 1934     MONUMENTED       CGS
 DT0192  HISTORY     - 1980     MARK NOT FOUND   NGS
 DT0192
 DT0192                          STATION DESCRIPTION
 DT0192
 DT0192'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DT0192'0.3 MI E FROM LUNA.
 DT0192'ABOUT 0.3 MILE EAST ALONG U.S. HIGHWAY 260 FROM LUNA, CATRON COUNTY,
 DT0192'AT THE MORMON CHURCH, 6 FEET SOUTH OF THE MAIN WALL, IN THE TOP OF THE
 DT0192'WEST CONCRETE BALUSTRADE, 1.4 FEET FROM THE END, AND 2 FEET ABOVE THE
 DT0192'SECOND STEP.  A STANDARD DISK, STAMPED H 42 1934.
 DT0192
 DT0192                          STATION RECOVERY (1980)
 DT0192
 DT0192'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DT0192'NOTE=A THOROUGH SEARCH OF THE AREA REVEALED NO EVIDENCE OF THIS
 DT0192'MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0534 ***********************************************************************
 GM0534  DESIGNATION -  H 42
 GM0534  PID         -  GM0534
 GM0534  STATE/COUNTY-  NM/TAOS
 GM0534  USGS QUAD   -  CERRO (1995)
 GM0534
 GM0534                         *CURRENT SURVEY CONTROL
 GM0534  ___________________________________________________________________
 GM0534* NAD 83(1986)-  36 45 01.     (N)    105 35 43.     (W)     SCALED    
 GM0534* NAVD 88     -      2336.574  (meters)    7665.91   (feet)  ADJUSTED  
 GM0534  ___________________________________________________________________
 GM0534  GEOID HEIGHT-         -17.06  (meters)                     GEOID03
 GM0534  DYNAMIC HT  -        2333.280 (meters)    7655.10  (feet)  COMP
 GM0534  MODELED GRAV-     979,138.5   (mgal)                       NAVD 88
 GM0534
 GM0534  VERT ORDER  -  SECOND    CLASS 0
 GM0534
 GM0534.The horizontal coordinates were scaled from a topographic map and have
 GM0534.an estimated accuracy of +/- 6 seconds.
 GM0534
 GM0534.The orthometric height was determined by differential leveling
 GM0534.and adjusted by the National Geodetic Survey in June 1991..
 GM0534
 GM0534.The geoid height was determined by GEOID03.
 GM0534
 GM0534.The dynamic height is computed by dividing the NAVD 88
 GM0534.geopotential number by the normal gravity value computed on the
 GM0534.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GM0534.degrees latitude (g = 980.6199 gals.).
 GM0534
 GM0534.The modeled gravity was interpolated from observed gravity values.
 GM0534
 GM0534;                    North         East    Units  Estimated Accuracy
 GM0534;SPC NM C     -   637,960.      558,460.      MT  (+/- 180 meters Scaled)
 GM0534
 GM0534                          SUPERSEDED SURVEY CONTROL
 GM0534
 GM0534  NGVD 29 (??/??/92) 2335.253  (m)         7661.58   (f) ADJ UNCH    2 0
 GM0534
 GM0534.Superseded values are not recommended for survey control.
 GM0534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0534.See file dsdata.txt to determine how the superseded data were derived.
 GM0534
 GM0534_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDA468673(NAD 83)
 GM0534_MARKER: DD = SURVEY DISK
 GM0534_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GM0534_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GM0534_STAMPING: H-42 1927
 GM0534_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GM0534+STABILITY: SURFACE MOTION
 GM0534
 GM0534  HISTORY     - Date     Condition        Report By
 GM0534  HISTORY     - 1927     MONUMENTED       USGS
 GM0534  HISTORY     - 1934     GOOD             NGS
 GM0534  HISTORY     - 1945     MARK NOT FOUND   LOCSUR
 GM0534
 GM0534                          STATION DESCRIPTION
 GM0534
 GM0534'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GM0534'3.2 MI N FROM QUESTA.
 GM0534'3.2 MI NORTH ON STATE HWY NO. 3 15 FEET EAST OF THE EAST END OF A GALV
 GM0534'IRON CULVERT, 25 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 5 FEET
 GM0534'SOUTHEAST OF A 3-WAY FENCE CORNER.
 GM0534
 GM0534                          STATION RECOVERY (1945)
 GM0534
 GM0534'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1945
 GM0534'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0503 ***********************************************************************
 EO0503  DESIGNATION -  H 421
 EO0503  PID         -  EO0503
 EO0503  STATE/COUNTY-  NM/ROOSEVELT
 EO0503  USGS QUAD   -  PORTALES (1985)
 EO0503
 EO0503                         *CURRENT SURVEY CONTROL
 EO0503  ___________________________________________________________________
 EO0503* NAD 83(1986)-  34 12 46.     (N)    103 18 14.     (W)     SCALED    
 EO0503* NAVD 88     -      1234.831  (meters)    4051.27   (feet)  ADJUSTED  
 EO0503  ___________________________________________________________________
 EO0503  GEOID HEIGHT-         -23.02  (meters)                     GEOID03
 EO0503  DYNAMIC HT  -        1233.242 (meters)    4046.06  (feet)  COMP
 EO0503  MODELED GRAV-     979,305.7   (mgal)                       NAVD 88
 EO0503
 EO0503  VERT ORDER  -  FIRST     CLASS II
 EO0503
 EO0503.The horizontal coordinates were scaled from a topographic map and have
 EO0503.an estimated accuracy of +/- 6 seconds.
 EO0503
 EO0503.The orthometric height was determined by differential leveling
 EO0503.and adjusted by the National Geodetic Survey in June 1991..
 EO0503
 EO0503.The geoid height was determined by GEOID03.
 EO0503
 EO0503.The dynamic height is computed by dividing the NAVD 88
 EO0503.geopotential number by the normal gravity value computed on the
 EO0503.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0503.degrees latitude (g = 980.6199 gals.).
 EO0503
 EO0503.The modeled gravity was interpolated from observed gravity values.
 EO0503
 EO0503;                    North         East    Units  Estimated Accuracy
 EO0503;SPC NM E     -   356,740.      259,860.      MT  (+/- 180 meters Scaled)
 EO0503
 EO0503                          SUPERSEDED SURVEY CONTROL
 EO0503
 EO0503.No superseded survey control is available for this station.
 EO0503
 EO0503_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFT562870(NAD 83)
 EO0503_MARKER: I = METAL ROD
 EO0503_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EO0503_SP_SET: STAINLESS STEEL ROD
 EO0503_STAMPING: H 421 1982
 EO0503_MARK LOGO: NGS   
 EO0503_PROJECTION: FLUSH
 EO0503_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EO0503_ROD/PIPE-DEPTH: 6.7  meters
 EO0503
 EO0503  HISTORY     - Date     Condition        Report By
 EO0503  HISTORY     - 1982     MONUMENTED       NGS
 EO0503
 EO0503                          STATION DESCRIPTION
 EO0503
 EO0503'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 EO0503'4.3 KM (2.7 MI) NE FROM PORTALES.
 EO0503'4.3 KM (2.7 MI) NORTHEASTERLY ALONG THE SANTA FE RAILROAD FROM THE
 EO0503'RAILROAD STATION IN PORTALES, 0.2 KM (0.1 MI) SOUTHWEST OF HIGHWAY
 EO0503'MILEPOST 427, 34.7 METERS (113.8 FT) EAST OF MILEPOST 15, 23.9 METERS
 EO0503'(78.4 FT) SOUTHEAST OF THE NEAR RAIL, 16.5 METERS (54.1 FT) NORTHWEST
 EO0503'OF THE CENTERLINE OF THE SOUTHWEST BOUND LANES OF U.S. HIGHWAY 70 AND
 EO0503'1.8 METERS (5.9 FT) SOUTHWEST OF A UTILITY POLE.  NOTE=ACCESS TO THE
 EO0503'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 EO0503'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 EO0503'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0657 ***********************************************************************
 EQ0657  DESIGNATION -  H 423
 EQ0657  PID         -  EQ0657
 EQ0657  STATE/COUNTY-  NM/VALENCIA
 EQ0657  USGS QUAD   -  BELEN (1991)
 EQ0657
 EQ0657                         *CURRENT SURVEY CONTROL
 EQ0657  ___________________________________________________________________
 EQ0657* NAD 83(1986)-  34 40 31.     (N)    106 46 21.     (W)     SCALED    
 EQ0657* NAVD 88     -      1468.461  (meters)    4817.78   (feet)  ADJUSTED  
 EQ0657  ___________________________________________________________________
 EQ0657  GEOID HEIGHT-         -21.91  (meters)                     GEOID03
 EQ0657  DYNAMIC HT  -        1466.423 (meters)    4811.09  (feet)  COMP
 EQ0657  MODELED GRAV-     979,196.3   (mgal)                       NAVD 88
 EQ0657
 EQ0657  VERT ORDER  -  FIRST     CLASS II
 EQ0657
 EQ0657.The horizontal coordinates were scaled from a topographic map and have
 EQ0657.an estimated accuracy of +/- 6 seconds.
 EQ0657
 EQ0657.The orthometric height was determined by differential leveling
 EQ0657.and adjusted by the National Geodetic Survey in June 1991..
 EQ0657
 EQ0657.The geoid height was determined by GEOID03.
 EQ0657
 EQ0657.The dynamic height is computed by dividing the NAVD 88
 EQ0657.geopotential number by the normal gravity value computed on the
 EQ0657.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0657.degrees latitude (g = 980.6199 gals.).
 EQ0657
 EQ0657.The modeled gravity was interpolated from observed gravity values.
 EQ0657
 EQ0657;                    North         East    Units  Estimated Accuracy
 EQ0657;SPC NM C     -   407,680.      452,120.      MT  (+/- 180 meters Scaled)
 EQ0657
 EQ0657                          SUPERSEDED SURVEY CONTROL
 EQ0657
 EQ0657.No superseded survey control is available for this station.
 EQ0657
 EQ0657_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU376384(NAD 83)
 EQ0657_MARKER: DB = BENCH MARK DISK
 EQ0657_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 EQ0657_SP_SET: PIER
 EQ0657_STAMPING: H 423 1982
 EQ0657_MARK LOGO: NGS   
 EQ0657_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EQ0657+STABILITY: POSITION/ELEVATION WELL
 EQ0657
 EQ0657  HISTORY     - Date     Condition        Report By
 EQ0657  HISTORY     - 1982     MONUMENTED       NGS
 EQ0657
 EQ0657                          STATION DESCRIPTION
 EQ0657
 EQ0657'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 EQ0657'23.9 KM (17.95 MI) NORT FROM BERNARDO.
 EQ0657'24.9 KM (15.45 MI) NORTHERLY ALONG STATE HIGHWAY 116 FROM ITS JUNCTION
 EQ0657'WITH U. S. HIGHWAY 60 IN BERNARDO, THENCE 4.0 KM (2.55 MI) NORTHERLY
 EQ0657'ALONG U. S. HIGHWAY 85, SET VERTICALLY IN THE SOUTHEAST FACE OF THE
 EQ0657'MOST SOUTHEASTERLY 1 OF 2 CONCRETE PIERS OF THE NORTHEAST BOUND
 EQ0657'OVERPASS OF THE SANTA FE RAILROAD AND 5.2 METERS (17.1 FT) NORTHEAST
 EQ0657'OF THE NEAR RAIL.
 EQ0657'THE MARK IS 1.3 M ABOVE THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0811 ***********************************************************************
 FO0811  DESIGNATION -  H 424
 FO0811  PID         -  FO0811
 FO0811  STATE/COUNTY-  NM/BERNALILLO
 FO0811  USGS QUAD   -  ALBUQUERQUE WEST (1990)
 FO0811
 FO0811                         *CURRENT SURVEY CONTROL
 FO0811  ___________________________________________________________________
 FO0811* NAD 83(1986)-  35 06 20.     (N)    106 41 02.     (W)     SCALED    
 FO0811* NAVD 88     -      1517.741  (meters)    4979.46   (feet)  ADJUSTED  
 FO0811  ___________________________________________________________________
 FO0811  GEOID HEIGHT-         -21.40  (meters)                     GEOID03
 FO0811  DYNAMIC HT  -        1515.672 (meters)    4972.67  (feet)  COMP
 FO0811  MODELED GRAV-     979,218.6   (mgal)                       NAVD 88
 FO0811
 FO0811  VERT ORDER  -  FIRST     CLASS II
 FO0811
 FO0811.The horizontal coordinates were scaled from a topographic map and have
 FO0811.an estimated accuracy of +/- 6 seconds.
 FO0811
 FO0811.The orthometric height was determined by differential leveling
 FO0811.and adjusted by the National Geodetic Survey in June 1991..
 FO0811
 FO0811.The geoid height was determined by GEOID03.
 FO0811
 FO0811.The dynamic height is computed by dividing the NAVD 88
 FO0811.geopotential number by the normal gravity value computed on the
 FO0811.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0811.degrees latitude (g = 980.6199 gals.).
 FO0811
 FO0811.The modeled gravity was interpolated from observed gravity values.
 FO0811
 FO0811;                    North         East    Units  Estimated Accuracy
 FO0811;SPC NM C     -   455,370.      460,450.      MT  (+/- 180 meters Scaled)
 FO0811
 FO0811                          SUPERSEDED SURVEY CONTROL
 FO0811
 FO0811  NGVD 29 (??/??/92) 1516.931  (m)         4976.80   (f) ADJ UNCH    1 2
 FO0811
 FO0811.Superseded values are not recommended for survey control.
 FO0811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0811.See file dsdata.txt to determine how the superseded data were derived.
 FO0811
 FO0811_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU465860(NAD 83)
 FO0811_MARKER: DB = BENCH MARK DISK
 FO0811_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 FO0811_SP_SET: ABUTMENT
 FO0811_STAMPING: H 424 1982
 FO0811_MARK LOGO: NGS   
 FO0811_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FO0811
 FO0811  HISTORY     - Date     Condition        Report By
 FO0811  HISTORY     - 1982     MONUMENTED       NGS
 FO0811  HISTORY     - 20051211 MARK NOT FOUND   GEOCAC
 FO0811
 FO0811                          STATION DESCRIPTION
 FO0811
 FO0811'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FO0811'IN ALBUQUERQUE.
 FO0811'IN ALBUQUERQUE, AT THE INTERSECTION OF GABALDON ROAD NW AND INTERSTATE
 FO0811'HIGHWAY 40, IN TOP OF AND 0.1 METER (0.3 FT) NORTH OF THE SOUTH END OF
 FO0811'THE EAST CONCRETE ABUTMENT OF THE EAST BOUND OVERPASS OF GABALDON ROAD
 FO0811'NW AND 8.9 METERS (29.2 FT) SOUTH OF THE CENTER OF THE EAST BOUND
 FO0811'LANES OF THE HIGHWAY.
 FO0811'THE MARK IS 1.0 M BELOW THE HIGHWAY.
 FO0811
 FO0811                          STATION RECOVERY (2005)
 FO0811
 FO0811'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 FO0811'THE BRIDGE HAS BEEN REBUILT AND EXPANDED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0635 ***********************************************************************
 EQ0635  DESIGNATION -  H 425
 EQ0635  PID         -  EQ0635
 EQ0635  STATE/COUNTY-  NM/VALENCIA
 EQ0635  USGS QUAD   -  SOUTH GARCIA (1971)
 EQ0635
 EQ0635                         *CURRENT SURVEY CONTROL
 EQ0635  ___________________________________________________________________
 EQ0635* NAD 83(1986)-  34 59 19.     (N)    107 05 46.     (W)     SCALED    
 EQ0635* NAVD 88     -      1707.956  (meters)    5603.52   (feet)  ADJUSTED  
 EQ0635  ___________________________________________________________________
 EQ0635  GEOID HEIGHT-         -21.29  (meters)                     GEOID03
 EQ0635  DYNAMIC HT  -        1705.612 (meters)    5595.83  (feet)  COMP
 EQ0635  MODELED GRAV-     979,201.9   (mgal)                       NAVD 88
 EQ0635
 EQ0635  VERT ORDER  -  FIRST     CLASS II
 EQ0635
 EQ0635.The horizontal coordinates were scaled from a topographic map and have
 EQ0635.an estimated accuracy of +/- 6 seconds.
 EQ0635
 EQ0635.The orthometric height was determined by differential leveling
 EQ0635.and adjusted by the National Geodetic Survey in June 1991..
 EQ0635
 EQ0635.The geoid height was determined by GEOID03.
 EQ0635
 EQ0635.The dynamic height is computed by dividing the NAVD 88
 EQ0635.geopotential number by the normal gravity value computed on the
 EQ0635.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0635.degrees latitude (g = 980.6199 gals.).
 EQ0635
 EQ0635.The modeled gravity was interpolated from observed gravity values.
 EQ0635
 EQ0635;                    North         East    Units  Estimated Accuracy
 EQ0635;SPC NM C     -   442,640.      422,760.      MT  (+/- 180 meters Scaled)
 EQ0635
 EQ0635                          SUPERSEDED SURVEY CONTROL
 EQ0635
 EQ0635  NGVD 29 (??/??/92) 1707.135  (m)         5600.83   (f) ADJ UNCH    1 2
 EQ0635
 EQ0635.Superseded values are not recommended for survey control.
 EQ0635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0635.See file dsdata.txt to determine how the superseded data were derived.
 EQ0635
 EQ0635_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU086737(NAD 83)
 EQ0635_MARKER: DB = BENCH MARK DISK
 EQ0635_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 EQ0635_SP_SET: ABUTMENT
 EQ0635_STAMPING: H 425 1982
 EQ0635_MARK LOGO: NGS   
 EQ0635_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EQ0635+STABILITY: POSITION/ELEVATION WELL
 EQ0635
 EQ0635  HISTORY     - Date     Condition        Report By
 EQ0635  HISTORY     - 1982     MONUMENTED       NGS
 EQ0635
 EQ0635                          STATION DESCRIPTION
 EQ0635
 EQ0635'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 EQ0635'38.5 KM (23.9 MI) SW FROM ALBUQUERQUE.
 EQ0635'38.5 KM (23.9 FT) SOUTHWESTERLY ALONG INTERSTATE HIGHWAY 40 FROM ITS
 EQ0635'JUNCTION WITH STATE HIGHWAY 448 AT THE NORTHWEST EDGE OF ALBUQUERQUE,
 EQ0635'IN TOP OF AND 0.4 METER (1.3 FT) NORTHEAST OF THE SOUTHWEST END OF THE
 EQ0635'SOUTHEAST CONCRETE ABUTMENT OF CANONCITO SCHOOL ROAD OVERPASS OF THE
 EQ0635'HIGHWAY (EXIT 131), 23.0 METERS (75.5 FT) SOUTHEAST OF THE CENTERLINE
 EQ0635'OF THE NORTHEAST BOUND LANES OF THE HIGHWAY AND 3.9 METERS (12.8 FT)
 EQ0635'SOUTHWEST OF THE CENTERLINE OF THE ROAD.
 EQ0635'THE MARK IS 0.2 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0849 ***********************************************************************
 FO0849  DESIGNATION -  H 426
 FO0849  PID         -  FO0849
 FO0849  STATE/COUNTY-  NM/CIBOLA
 FO0849  USGS QUAD   -  CUBERO (1971)
 FO0849
 FO0849                         *CURRENT SURVEY CONTROL
 FO0849  ___________________________________________________________________
 FO0849* NAD 83(1986)-  35 03 18.     (N)    107 32 52.     (W)     SCALED    
 FO0849* NAVD 88     -      1825.799  (meters)    5990.14   (feet)  ADJUSTED  
 FO0849  ___________________________________________________________________
 FO0849  GEOID HEIGHT-         -20.77  (meters)                     GEOID03
 FO0849  DYNAMIC HT  -        1823.218 (meters)    5981.67  (feet)  COMP
 FO0849  MODELED GRAV-     979,156.3   (mgal)                       NAVD 88
 FO0849
 FO0849  VERT ORDER  -  FIRST     CLASS II
 FO0849
 FO0849.The horizontal coordinates were scaled from a topographic map and have
 FO0849.an estimated accuracy of +/- 6 seconds.
 FO0849
 FO0849.The orthometric height was determined by differential leveling
 FO0849.and adjusted by the National Geodetic Survey in June 1991..
 FO0849
 FO0849.The geoid height was determined by GEOID03.
 FO0849
 FO0849.The dynamic height is computed by dividing the NAVD 88
 FO0849.geopotential number by the normal gravity value computed on the
 FO0849.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0849.degrees latitude (g = 980.6199 gals.).
 FO0849
 FO0849.The modeled gravity was interpolated from observed gravity values.
 FO0849
 FO0849;                    North         East    Units  Estimated Accuracy
 FO0849;SPC NM W     -   449,720.      856,050.      MT  (+/- 180 meters Scaled)
 FO0849
 FO0849                          SUPERSEDED SURVEY CONTROL
 FO0849
 FO0849.No superseded survey control is available for this station.
 FO0849
 FO0849_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBU676821(NAD 83)
 FO0849_MARKER: I = METAL ROD
 FO0849_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FO0849_SP_SET: STAINLESS STEEL ROD
 FO0849_STAMPING: H 426 1982
 FO0849_MARK LOGO: NGS   
 FO0849_PROJECTION: FLUSH
 FO0849_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FO0849_ROD/PIPE-DEPTH: 6.1  meters
 FO0849
 FO0849  HISTORY     - Date     Condition        Report By
 FO0849  HISTORY     - 1982     MONUMENTED       NGS
 FO0849
 FO0849                          STATION DESCRIPTION
 FO0849
 FO0849'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FO0849'32.6 KM (20.2 MI) SE FROM GRANTS.
 FO0849'8.0 KM (4.95 MI) SOUTHEASTERLY ALONG THE SANTA FE RAILROAD FROM THE
 FO0849'RAILROAD STATION IN GRANTS, THENCE 11.6 KM (7.2 MI) SOUTHEASTERLY
 FO0849'ALONG A PAVED ROAD, THENCE 13.0 KM (8.05 MI) EASTERLY ALONG THE SANTA
 FO0849'FE RAILROAD, 0.3 KM (0.2 MI) EAST OF MILEPOST 76, 25.5 METERS (83.7
 FO0849'FT) SOUTH-SOUTHWEST OF THE CENTER OF A DIRT ROAD, 18.3 METERS (60.0
 FO0849'FT) NORTH-NORTHEAST OF THE NEAR RAIL AND 6.1 METERS (20.0 FT) NORTH OF
 FO0849'A UTILITY POLE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 FO0849'LOGO CAP.
 FO0849'THE MARK IS 0.3 METERS  SSW FROM  A FENCE AND WITNESS POST
 FO0849'THE MARK IS 3.0 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0565 ***********************************************************************
 EO0565  DESIGNATION -  H 427
 EO0565  PID         -  EO0565
 EO0565  STATE/COUNTY-  NM/ROOSEVELT
 EO0565  USGS QUAD   -  MELROSE WEST (1973)
 EO0565
 EO0565                         *CURRENT SURVEY CONTROL
 EO0565  ___________________________________________________________________
 EO0565* NAD 83(1986)-  34 25 29.     (N)    103 44 22.     (W)     SCALED    
 EO0565* NAVD 88     -      1344.230  (meters)    4410.19   (feet)  ADJUSTED  
 EO0565  ___________________________________________________________________
 EO0565  GEOID HEIGHT-         -23.28  (meters)                     GEOID03
 EO0565  DYNAMIC HT  -        1342.456 (meters)    4404.37  (feet)  COMP
 EO0565  MODELED GRAV-     979,268.9   (mgal)                       NAVD 88
 EO0565
 EO0565  VERT ORDER  -  FIRST     CLASS II
 EO0565
 EO0565.The horizontal coordinates were scaled from a topographic map and have
 EO0565.an estimated accuracy of +/- 6 seconds.
 EO0565
 EO0565.The orthometric height was determined by differential leveling
 EO0565.and adjusted by the National Geodetic Survey in June 1991..
 EO0565
 EO0565.The geoid height was determined by GEOID03.
 EO0565
 EO0565.The dynamic height is computed by dividing the NAVD 88
 EO0565.geopotential number by the normal gravity value computed on the
 EO0565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0565.degrees latitude (g = 980.6199 gals.).
 EO0565
 EO0565.The modeled gravity was interpolated from observed gravity values.
 EO0565
 EO0565;                    North         East    Units  Estimated Accuracy
 EO0565;SPC NM E     -   379,930.      219,590.      MT  (+/- 180 meters Scaled)
 EO0565
 EO0565                          SUPERSEDED SURVEY CONTROL
 EO0565
 EO0565.No superseded survey control is available for this station.
 EO0565
 EO0565_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFU158099(NAD 83)
 EO0565_MARKER: I = METAL ROD
 EO0565_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EO0565_SP_SET: STAINLESS STEEL ROD
 EO0565_STAMPING: H 427 1982
 EO0565_MARK LOGO: NGS   
 EO0565_PROJECTION: FLUSH
 EO0565_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EO0565_ROD/PIPE-DEPTH: 4.0  meters
 EO0565
 EO0565  HISTORY     - Date     Condition        Report By
 EO0565  HISTORY     - 1982     MONUMENTED       NGS
 EO0565
 EO0565                          STATION DESCRIPTION
 EO0565
 EO0565'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 EO0565'48.2 KM (29.9 MI) EAST FROM FORT SUMNER.
 EO0565'0.6 KM (0.35 MI) NORTH ALONG U.S. HIGHWAY 84 FROM ITS JUNCTION WITH
 EO0565'U.S. HIGHWAY 60 IN FORT SUMNER, THENCE 47.6 KM (29.55 MI) EASTERLY
 EO0565'ALONG THE SANTA FE RAILROAD, OR 48.4 KM (30.05 MI) WESTERLY ALONG THE
 EO0565'SANTA FE RAILROAD FROM THE RAILROAD STATION IN CLOVIS, IN THE
 EO0565'SOUTHWEST ANGLE OF A CROSSROAD, 45.1 METERS (148.0 FT) SOUTH OF THE
 EO0565'CENTERLINE OF U.S. HIGHWAY 60, 25.9 METERS (85.0 FT) WEST OF THE
 EO0565'CENTER OF A ROAD LEADING SOUTH, 24.1 METERS (79.1 FT) NORTH OF THE
 EO0565'NEAR RAIL AND 1.8 METERS (5.9 FT) WEST OF A UTILITY POLE.  NOTE=ACCESS
 EO0565'TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 EO0565'THE MARK IS 0.3 METERS  E FROM  THE TRACKS
 EO0565'THE MARK IS 1.0 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0499 ***********************************************************************
 EP0499  DESIGNATION -  H 428
 EP0499  PID         -  EP0499
 EP0499  STATE/COUNTY-  NM/DE BACA
 EP0499  USGS QUAD   -  YESO NW (1966)
 EP0499
 EP0499                         *CURRENT SURVEY CONTROL
 EP0499  ___________________________________________________________________
 EP0499* NAD 83(1986)-  34 28 41.     (N)    104 44 56.     (W)     SCALED    
 EP0499* NAVD 88     -      1547.765  (meters)    5077.96   (feet)  ADJUSTED  
 EP0499  ___________________________________________________________________
 EP0499  GEOID HEIGHT-         -22.71  (meters)                     GEOID03
 EP0499  DYNAMIC HT  -        1545.611 (meters)    5070.89  (feet)  COMP
 EP0499  MODELED GRAV-     979,189.4   (mgal)                       NAVD 88
 EP0499
 EP0499  VERT ORDER  -  FIRST     CLASS II
 EP0499
 EP0499.The horizontal coordinates were scaled from a topographic map and have
 EP0499.an estimated accuracy of +/- 6 seconds.
 EP0499
 EP0499.The orthometric height was determined by differential leveling
 EP0499.and adjusted by the National Geodetic Survey in June 1991..
 EP0499
 EP0499.The geoid height was determined by GEOID03.
 EP0499
 EP0499.The dynamic height is computed by dividing the NAVD 88
 EP0499.geopotential number by the normal gravity value computed on the
 EP0499.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EP0499.degrees latitude (g = 980.6199 gals.).
 EP0499
 EP0499.The modeled gravity was interpolated from observed gravity values.
 EP0499
 EP0499;                    North         East    Units  Estimated Accuracy
 EP0499;SPC NM E     -   385,760.      126,830.      MT  (+/- 180 meters Scaled)
 EP0499
 EP0499                          SUPERSEDED SURVEY CONTROL
 EP0499
 EP0499.No superseded survey control is available for this station.
 EP0499
 EP0499_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEU230151(NAD 83)
 EP0499_MARKER: I = METAL ROD
 EP0499_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 EP0499+WITH SETTING: INFORMATION.
 EP0499_SP_SET: SHALLOW SET METAL ROD
 EP0499_STAMPING: H 428 1982
 EP0499_MARK LOGO: NGS   
 EP0499_PROJECTION: FLUSH
 EP0499_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EP0499_ROD/PIPE-DEPTH: 1.8  meters
 EP0499
 EP0499  HISTORY     - Date     Condition        Report By
 EP0499  HISTORY     - 1982     MONUMENTED       NGS
 EP0499
 EP0499                          STATION DESCRIPTION
 EP0499
 EP0499'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 EP0499'43.0 KM (26.7 MI) EAST FROM VAUGHN.
 EP0499'43.0 KM (26.7 MI) EASTERLY ALONG U.S. HIGHWAY 60 FROM THE SANTA FE
 EP0499'RAILROAD STATION IN VAUGHN, 0.7 KM (0.45 MI) NORTHWEST OF MILEPOST
 EP0499'298, 22.6 METERS (74.1 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY AND
 EP0499'1.9 METERS (6.2 FT) WEST OF A UTILITY POLE.  NOTE=REFUSAL WAS REACHED
 EP0499'AT 6.0 FT.  ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 EP0499'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST AND FENCE
 EP0499'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0353 ***********************************************************************
 FP0353  DESIGNATION -  H 429
 FP0353  PID         -  FP0353
 FP0353  STATE/COUNTY-  NM/MCKINLEY
 FP0353  USGS QUAD   -  CHURCH ROCK (1979)
 FP0353
 FP0353                         *CURRENT SURVEY CONTROL
 FP0353  ___________________________________________________________________
 FP0353* NAD 83(1986)-  35 30 07.     (N)    108 31 00.     (W)     SCALED    
 FP0353* NAVD 88     -      2065.104  (meters)    6775.26   (feet)  ADJUSTED  
 FP0353  ___________________________________________________________________
 FP0353  GEOID HEIGHT-         -20.66  (meters)                     GEOID03
 FP0353  DYNAMIC HT  -        2062.202 (meters)    6765.74  (feet)  COMP
 FP0353  MODELED GRAV-     979,154.7   (mgal)                       NAVD 88
 FP0353
 FP0353  VERT ORDER  -  FIRST     CLASS II
 FP0353
 FP0353.The horizontal coordinates were scaled from a topographic map and have
 FP0353.an estimated accuracy of +/- 6 seconds.
 FP0353
 FP0353.The orthometric height was determined by differential leveling
 FP0353.and adjusted by the National Geodetic Survey in June 1991..
 FP0353
 FP0353.The geoid height was determined by GEOID03.
 FP0353
 FP0353.The dynamic height is computed by dividing the NAVD 88
 FP0353.geopotential number by the normal gravity value computed on the
 FP0353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0353.degrees latitude (g = 980.6199 gals.).
 FP0353
 FP0353.The modeled gravity was interpolated from observed gravity values.
 FP0353
 FP0353;                    North         East    Units  Estimated Accuracy
 FP0353;SPC NM W     -   499,480.      768,010.      MT  (+/- 180 meters Scaled)
 FP0353
 FP0353                          SUPERSEDED SURVEY CONTROL
 FP0353
 FP0353.No superseded survey control is available for this station.
 FP0353
 FP0353_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYE252315(NAD 83)
 FP0353_MARKER: DB = BENCH MARK DISK
 FP0353_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 FP0353_SP_SET: ABUTMENT
 FP0353_STAMPING: H 429 1983
 FP0353_MARK LOGO: NGS   
 FP0353_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FP0353
 FP0353  HISTORY     - Date     Condition        Report By
 FP0353  HISTORY     - 1983     MONUMENTED       NGS
 FP0353
 FP0353                          STATION DESCRIPTION
 FP0353
 FP0353'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FP0353'23.0 KM (14.3 MI) SE FROM GALLUP.
 FP0353'23.0 KM (14.3 MI) SOUTHEASTERLY ALONG INTERSTATE HIGHWAY 40 FROM ITS
 FP0353'JUNCTION WITH U. S. HIGHWAY 666 IN GALLUP, IN TOP OF AND 0.2 METER
 FP0353'(0.7 FT) SOUTHWEST OF THE NORTHEAST END OF THE SOUTHEAST CONCRETE
 FP0353'ABUTMENT OF A HIGHWAY BRIDGE AND 7.1 METERS (23.3 FT) NORTHEAST OF THE
 FP0353'CENTERLINE OF THE NORTHWEST BOUND LANES OF THE HIGHWAY.
 FP0353'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0417 ***********************************************************************
 CV0417  DESIGNATION -  H 43
 CV0417  PID         -  CV0417
 CV0417  STATE/COUNTY-  NM/LEA
 CV0417  USGS QUAD   -  MALJAMAR (1985)
 CV0417
 CV0417                         *CURRENT SURVEY CONTROL
 CV0417  ___________________________________________________________________
 CV0417* NAD 83(1986)-  32 51 19.     (N)    103 45 46.     (W)     SCALED    
 CV0417* NAVD 88     -      1266.419  (meters)    4154.91   (feet)  ADJUSTED  
 CV0417  ___________________________________________________________________
 CV0417  GEOID HEIGHT-         -22.26  (meters)                     GEOID03
 CV0417  DYNAMIC HT  -        1264.658 (meters)    4149.13  (feet)  COMP
 CV0417  MODELED GRAV-     979,203.3   (mgal)                       NAVD 88
 CV0417
 CV0417  VERT ORDER  -  FIRST     CLASS II
 CV0417
 CV0417.The horizontal coordinates were scaled from a topographic map and have
 CV0417.an estimated accuracy of +/- 6 seconds.
 CV0417
 CV0417.The orthometric height was determined by differential leveling
 CV0417.and adjusted by the National Geodetic Survey in June 1991..
 CV0417
 CV0417.The geoid height was determined by GEOID03.
 CV0417
 CV0417.The dynamic height is computed by dividing the NAVD 88
 CV0417.geopotential number by the normal gravity value computed on the
 CV0417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0417.degrees latitude (g = 980.6199 gals.).
 CV0417
 CV0417.The modeled gravity was interpolated from observed gravity values.
 CV0417
 CV0417;                    North         East    Units  Estimated Accuracy
 CV0417;SPC NM E     -   205,850.      218,400.      MT  (+/- 180 meters Scaled)
 CV0417
 CV0417                          SUPERSEDED SURVEY CONTROL
 CV0417
 CV0417  NGVD 29 (??/??/92) 1265.921  (m)         4153.28   (f) ADJ UNCH    1 2
 CV0417
 CV0417.Superseded values are not recommended for survey control.
 CV0417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0417.See file dsdata.txt to determine how the superseded data were derived.
 CV0417
 CV0417_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFS157359(NAD 83)
 CV0417_MARKER: DB = BENCH MARK DISK
 CV0417_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0417_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CV0417_STAMPING: H 43 1928
 CV0417_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CV0417+STABILITY: SURFACE MOTION
 CV0417
 CV0417  HISTORY     - Date     Condition        Report By
 CV0417  HISTORY     - 1928     MONUMENTED       USGS
 CV0417  HISTORY     - 1934     GOOD             NGS
 CV0417  HISTORY     - 1951     MARK NOT FOUND   LOCENG
 CV0417  HISTORY     - 20041218 POOR             INDIV
 CV0417
 CV0417                          STATION DESCRIPTION
 CV0417
 CV0417'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CV0417'IN MALJAMAR.
 CV0417'ON STATE HIGHWAY NO. 83, 18 FEET WEST OF ROAD TO NORTH AND 30 FEET
 CV0417'NORTH OF CENTERLINE OF HIGHWAY.
 CV0417
 CV0417                          STATION RECOVERY (1951)
 CV0417
 CV0417'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1951
 CV0417'MARK NOT FOUND.
 CV0417
 CV0417                          STATION RECOVERY (2004)
 CV0417
 CV0417'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (JPM)
 CV0417'MARKER IS PUSHED OVER, LAYING ABOUT 40 DEGREES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0256 ***********************************************************************
 DQ0256  DESIGNATION -  H 43
 DQ0256  PID         -  DQ0256
 DQ0256  STATE/COUNTY-  NM/ROOSEVELT
 DQ0256  USGS QUAD   -  CROSSROADS (1972)
 DQ0256
 DQ0256                         *CURRENT SURVEY CONTROL
 DQ0256  ___________________________________________________________________
 DQ0256* NAD 83(1986)-  33 36 43.     (N)    103 20 21.     (W)     SCALED    
 DQ0256* NAVD 88     -      1276.382  (meters)    4187.60   (feet)  POSTED    
 DQ0256  ___________________________________________________________________
 DQ0256  GEOID HEIGHT-         -22.45  (meters)                     GEOID03
 DQ0256  DYNAMIC HT  -        1274.660 (meters)    4181.95  (feet)  COMP
 DQ0256  MODELED GRAV-     979,242.1   (mgal)                       NAVD 88
 DQ0256
 DQ0256  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 DQ0256
 DQ0256.The horizontal coordinates were scaled from a topographic map and have
 DQ0256.an estimated accuracy of +/- 6 seconds.
 DQ0256
 DQ0256.The orthometric height was determined by differential leveling
 DQ0256.and adjusted by the National Geodetic Survey in 1992..
 DQ0256.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 DQ0256.rate of 4.1 thru 8.0 mm/km.
 DQ0256
 DQ0256.The geoid height was determined by GEOID03.
 DQ0256
 DQ0256.The dynamic height is computed by dividing the NAVD 88
 DQ0256.geopotential number by the normal gravity value computed on the
 DQ0256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0256.degrees latitude (g = 980.6199 gals.).
 DQ0256
 DQ0256.The modeled gravity was interpolated from observed gravity values.
 DQ0256
 DQ0256;                    North         East    Units  Estimated Accuracy
 DQ0256;SPC NM E     -   290,060.      257,260.      MT  (+/- 180 meters Scaled)
 DQ0256
 DQ0256                          SUPERSEDED SURVEY CONTROL
 DQ0256
 DQ0256  NGVD 29 (??/??/92) 1275.84   (m)         4185.8    (f) COMPUTED    2 0
 DQ0256
 DQ0256.Superseded values are not recommended for survey control.
 DQ0256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0256.See file dsdata.txt to determine how the superseded data were derived.
 DQ0256
 DQ0256_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFT540203(NAD 83)
 DQ0256_MARKER: DD = SURVEY DISK
 DQ0256_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0256_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DQ0256_STAMPING: H-43 1930
 DQ0256_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0256+STABILITY: SURFACE MOTION
 DQ0256
 DQ0256  HISTORY     - Date     Condition        Report By
 DQ0256  HISTORY     - 1930     MONUMENTED       USGS
 DQ0256  HISTORY     - 1935     GOOD             NGS
 DQ0256  HISTORY     - 1943     MARK NOT FOUND   NGS
 DQ0256
 DQ0256                          STATION DESCRIPTION
 DQ0256
 DQ0256'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DQ0256'2.1 MI S FROM MILNESAND.
 DQ0256'2.1 MI.S. ALONG STATE NO. 18 0.4 MI. N. OF A CATTLE GUARD, 0.1 MI. S.
 DQ0256'OF A TURN OUT, AND 42 FT. E. OF THE CENTER LINE OF THE ROAD.
 DQ0256
 DQ0256                          STATION RECOVERY (1943)
 DQ0256
 DQ0256'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1943
 DQ0256'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0377 ***********************************************************************
 FP0377  DESIGNATION -  H 430
 FP0377  PID         -  FP0377
 FP0377  STATE/COUNTY-  NM/MCKINLEY
 FP0377  USGS QUAD   -  MANUELITO (1979)
 FP0377
 FP0377                         *CURRENT SURVEY CONTROL
 FP0377  ___________________________________________________________________
 FP0377* NAD 83(1986)-  35 25 15.     (N)    108 59 22.     (W)     SCALED    
 FP0377* NAVD 88     -      1922.423  (meters)    6307.15   (feet)  ADJUSTED  
 FP0377  ___________________________________________________________________
 FP0377  GEOID HEIGHT-         -21.61  (meters)                     GEOID03
 FP0377  DYNAMIC HT  -        1919.723 (meters)    6298.29  (feet)  COMP
 FP0377  MODELED GRAV-     979,161.1   (mgal)                       NAVD 88
 FP0377
 FP0377  VERT ORDER  -  FIRST     CLASS II
 FP0377
 FP0377.The horizontal coordinates were scaled from a topographic map and have
 FP0377.an estimated accuracy of +/- 6 seconds.
 FP0377
 FP0377.The orthometric height was determined by differential leveling
 FP0377.and adjusted by the National Geodetic Survey in June 1991..
 FP0377
 FP0377.The geoid height was determined by GEOID03.
 FP0377
 FP0377.The dynamic height is computed by dividing the NAVD 88
 FP0377.geopotential number by the normal gravity value computed on the
 FP0377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0377.degrees latitude (g = 980.6199 gals.).
 FP0377
 FP0377.The modeled gravity was interpolated from observed gravity values.
 FP0377
 FP0377;                    North         East    Units  Estimated Accuracy
 FP0377;SPC NM W     -   490,880.      725,010.      MT  (+/- 180 meters Scaled)
 FP0377
 FP0377                          SUPERSEDED SURVEY CONTROL
 FP0377
 FP0377.No superseded survey control is available for this station.
 FP0377
 FP0377_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXE825215(NAD 83)
 FP0377_MARKER: DB = BENCH MARK DISK
 FP0377_SETTING: 66 = SET IN ROCK OUTCROP
 FP0377_SP_SET: ROCK OUTCROP
 FP0377_STAMPING: H 430 1983
 FP0377_MARK LOGO: NGS   
 FP0377_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FP0377
 FP0377  HISTORY     - Date     Condition        Report By
 FP0377  HISTORY     - 1983     MONUMENTED       NGS
 FP0377
 FP0377                          STATION DESCRIPTION
 FP0377
 FP0377'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FP0377'24.8 KM (15.4 MI) SW FROM GALLUP.
 FP0377'24.8 KM (15.4 MI) SOUTHWESTERLY ALONG INTERSTATE HIGHWAY 40 FROM ITS
 FP0377'JUNCTION WITH U. S. HIGHWAY 666 IN GALLUP, IN THE CENTER OF A 40 BY
 FP0377'100 FT EXPOSED AREA OF OUTCROPPING BEDROCK, 0.5 KM (0.3 MI) NORTHEAST
 FP0377'OF MILEPOST 5, 60.9 METERS (199.8 FT) SOUTHWEST OF THE NORTHEAST END
 FP0377'OF A LARGE HIGHWAY CUT AND 16.9 METERS (55.4 FT) NORTHWEST OF THE
 FP0377'CENTERLINE OF THE SOUTHWEST BOUND LANES OF THE HIGHWAY.
 FP0377'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 FP0377'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GO0231 ***********************************************************************
 GO0231  DESIGNATION -  H 431
 GO0231  PID         -  GO0231
 GO0231  STATE/COUNTY-  NM/SAN JUAN
 GO0231  USGS QUAD   -  FLORA VISTA (1979)
 GO0231
 GO0231                         *CURRENT SURVEY CONTROL
 GO0231  ___________________________________________________________________
 GO0231* NAD 83(1986)-  36 48 18.     (N)    108 04 56.     (W)     SCALED    
 GO0231* NAVD 88     -      1700.750  (meters)    5579.88   (feet)  ADJUSTED  
 GO0231  ___________________________________________________________________
 GO0231  GEOID HEIGHT-         -20.93  (meters)                     GEOID03
 GO0231  DYNAMIC HT  -        1698.628 (meters)    5572.92  (feet)  COMP
 GO0231  MODELED GRAV-     979,324.5   (mgal)                       NAVD 88
 GO0231
 GO0231  VERT ORDER  -  FIRST     CLASS II
 GO0231
 GO0231.The horizontal coordinates were scaled from a topographic map and have
 GO0231.an estimated accuracy of +/- 6 seconds.
 GO0231
 GO0231.The orthometric height was determined by differential leveling
 GO0231.and adjusted by the National Geodetic Survey in June 1991..
 GO0231
 GO0231.The geoid height was determined by GEOID03.
 GO0231
 GO0231.The dynamic height is computed by dividing the NAVD 88
 GO0231.geopotential number by the normal gravity value computed on the
 GO0231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GO0231.degrees latitude (g = 980.6199 gals.).
 GO0231
 GO0231.The modeled gravity was interpolated from observed gravity values.
 GO0231
 GO0231;                    North         East    Units  Estimated Accuracy
 GO0231;SPC NM W     -   643,870.      807,790.      MT  (+/- 180 meters Scaled)
 GO0231
 GO0231                          SUPERSEDED SURVEY CONTROL
 GO0231
 GO0231.No superseded survey control is available for this station.
 GO0231
 GO0231_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYF603772(NAD 83)
 GO0231_MARKER: I = METAL ROD
 GO0231_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 GO0231+WITH SETTING: INFORMATION.
 GO0231_SP_SET: SHALLOW SET METAL ROD
 GO0231_STAMPING: H 431 1983
 GO0231_MARK LOGO: NGS   
 GO0231_PROJECTION: FLUSH
 GO0231_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GO0231_ROD/PIPE-DEPTH: 2.2  meters
 GO0231
 GO0231  HISTORY     - Date     Condition        Report By
 GO0231  HISTORY     - 1983     MONUMENTED       NGS
 GO0231
 GO0231                          STATION DESCRIPTION
 GO0231
 GO0231'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GO0231'15.5 KM (9.65 MI) NE FROM FARMINGTON.
 GO0231'15.5 KM (9.65 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 550 FROM ITS
 GO0231'JUNCTION WITH STATE HIGHWAY 371 (LAKE STREET) IN FARMINGTON,
 GO0231'22.0 METERS (72.2 FT) NORTHWEST OF THE CENTERLINE OF THE SOUTH BOUND
 GO0231'LANES OF THE HIGHWAY, 15.0 METERS (49.2 FT) WEST OF A UTILITY POLE AT
 GO0231'A UTILITY LINE CROSSING THE HIGHWAY, 6.2 METERS (20.3 FT) NORTHEAST OF
 GO0231'THE EXTENDED CENTER OF COUNTY ROAD A 110, 6.2 METERS (20.3 FT)
 GO0231'NORTHEAST OF THE CENTER OF A DRIVEWAY LEADING NORTH, AND 0.5 METER
 GO0231'(1.6 FT) NORTHEAST OF A FENCE CORNER.  NOTE=REFUSAL WAS REACHED AT 7.0
 GO0231'FT.  ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 GO0231'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST AND FENCE
 GO0231'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GO0207 ***********************************************************************
 GO0207  DESIGNATION -  H 432
 GO0207  PID         -  GO0207
 GO0207  STATE/COUNTY-  NM/SAN JUAN
 GO0207  USGS QUAD   -  WATERFLOW (1979)
 GO0207
 GO0207                         *CURRENT SURVEY CONTROL
 GO0207  ___________________________________________________________________
 GO0207* NAD 83(1986)-  36 45 17.     (N)    108 25 55.     (W)     SCALED    
 GO0207* NAVD 88     -      1580.324  (meters)    5184.78   (feet)  ADJUSTED  
 GO0207  ___________________________________________________________________
 GO0207  GEOID HEIGHT-         -21.13  (meters)                     GEOID03
 GO0207  DYNAMIC HT  -        1578.402 (meters)    5178.47  (feet)  COMP
 GO0207  MODELED GRAV-     979,360.0   (mgal)                       NAVD 88
 GO0207
 GO0207  VERT ORDER  -  FIRST     CLASS II
 GO0207
 GO0207.The horizontal coordinates were scaled from a topographic map and have
 GO0207.an estimated accuracy of +/- 6 seconds.
 GO0207
 GO0207.The orthometric height was determined by differential leveling
 GO0207.and adjusted by the National Geodetic Survey in June 1991..
 GO0207
 GO0207.The geoid height was determined by GEOID03.
 GO0207
 GO0207.The dynamic height is computed by dividing the NAVD 88
 GO0207.geopotential number by the normal gravity value computed on the
 GO0207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GO0207.degrees latitude (g = 980.6199 gals.).
 GO0207
 GO0207.The modeled gravity was interpolated from observed gravity values.
 GO0207
 GO0207;                    North         East    Units  Estimated Accuracy
 GO0207;SPC NM W     -   638,430.      776,550.      MT  (+/- 180 meters Scaled)
 GO0207
 GO0207                          SUPERSEDED SURVEY CONTROL
 GO0207
 GO0207.No superseded survey control is available for this station.
 GO0207
 GO0207_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYF292707(NAD 83)
 GO0207_MARKER: DB = BENCH MARK DISK
 GO0207_SETTING: 66 = SET IN ROCK OUTCROP
 GO0207_SP_SET: ROCK OUTCROP
 GO0207_STAMPING: H 432 1983
 GO0207_MARK LOGO: NGS   
 GO0207_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GO0207+STABILITY: POSITION/ELEVATION WELL
 GO0207
 GO0207  HISTORY     - Date     Condition        Report By
 GO0207  HISTORY     - 1983     MONUMENTED       NGS
 GO0207
 GO0207                          STATION DESCRIPTION
 GO0207
 GO0207'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GO0207'19.9 KM (12.3 MI) WEST FROM FARMINGTON.
 GO0207'19.9 KM (12.35 MI) WESTERLY ALONG U.S. HIGHWAY 550 FROM ITS JUNCTION
 GO0207'WITH STATE HIGHWAY 371 (LAKE STREET) IN FARMINGTON, SET VERTICALLY IN
 GO0207'THE SOUTH FACE OF A LONG EAST-WEST RIDGE OF EXPOSED BEDROCK,
 GO0207'248.3 METERS (814.6 FT) EAST OF THE WEST END OF A GUARD RAIL AND THE
 GO0207'EAST END OF THE OUTCROP, 11.0 METERS (36.1 FT) NORTH OF THE CENTERLINE
 GO0207'OF THE WEST BOUND LANES OF THE HIGHWAY, 7.0 METERS (23.0 FT) EAST OF
 GO0207'THW WEST END OF A LEDGE, 3.8 METERS (12.5 FT) NORTH OF A GUARD RAIL,
 GO0207'AND 1.2 METERS (3.9 FT) EAST OF A DRAINAGE MANHOLE.
 GO0207'THE MARK IS 0.3 METERS  NNE FROM A WITNESS POST.
 GO0207'THE MARK IS 1.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GO0180 ***********************************************************************
 GO0180  DESIGNATION -  H 434
 GO0180  PID         -  GO0180
 GO0180  STATE/COUNTY-  NM/SAN JUAN
 GO0180  USGS QUAD   -  TABLE MESA (1979)
 GO0180
 GO0180                         *CURRENT SURVEY CONTROL
 GO0180  ___________________________________________________________________
 GO0180* NAD 83(1986)-  36 31 20.     (N)    108 43 29.     (W)     SCALED    
 GO0180* NAVD 88     -      1665.323  (meters)    5463.65   (feet)  ADJUSTED  
 GO0180  ___________________________________________________________________
 GO0180  GEOID HEIGHT-         -21.04  (meters)                     GEOID03
 GO0180  DYNAMIC HT  -        1663.247 (meters)    5456.84  (feet)  COMP
 GO0180  MODELED GRAV-     979,326.7   (mgal)                       NAVD 88
 GO0180
 GO0180  VERT ORDER  -  FIRST     CLASS II
 GO0180
 GO0180.The horizontal coordinates were scaled from a topographic map and have
 GO0180.an estimated accuracy of +/- 6 seconds.
 GO0180
 GO0180.The orthometric height was determined by differential leveling
 GO0180.and adjusted by the National Geodetic Survey in June 1991..
 GO0180
 GO0180.The geoid height was determined by GEOID03.
 GO0180
 GO0180.The dynamic height is computed by dividing the NAVD 88
 GO0180.geopotential number by the normal gravity value computed on the
 GO0180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GO0180.degrees latitude (g = 980.6199 gals.).
 GO0180
 GO0180.The modeled gravity was interpolated from observed gravity values.
 GO0180
 GO0180;                    North         East    Units  Estimated Accuracy
 GO0180;SPC NM W     -   612,840.      750,170.      MT  (+/- 180 meters Scaled)
 GO0180
 GO0180                          SUPERSEDED SURVEY CONTROL
 GO0180
 GO0180.No superseded survey control is available for this station.
 GO0180
 GO0180_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYF037442(NAD 83)
 GO0180_MARKER: I = METAL ROD
 GO0180_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 GO0180+WITH SETTING: INFORMATION.
 GO0180_SP_SET: SHALLOW SET METAL ROD
 GO0180_STAMPING: H 434 1984
 GO0180_MARK LOGO: NGS   
 GO0180_PROJECTION: FLUSH
 GO0180_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GO0180_ROD/PIPE-DEPTH: 1.9  meters
 GO0180
 GO0180  HISTORY     - Date     Condition        Report By
 GO0180  HISTORY     - 1984     MONUMENTED       NGS
 GO0180
 GO0180                          STATION DESCRIPTION
 GO0180
 GO0180'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 GO0180'28.7 KM (17.85 MI) SOUT FROM SHIPROCK.
 GO0180'28.7 KM (17.85 MI) SOUTHERLY ALONG U.S. HIGHWAY 666 FROM ITS JUNCTION
 GO0180'WITH STATE HIGHWAY 504 IN SHIPROCK, 10.3 KM (6.4 MI) NORTH OF THE
 GO0180'INTERSECTION OF COUNTY ROAD 34, 100.0 METERS (328.1 FT) WEST OF
 GO0180'MILEPOST 75, 95.1 METERS (312.0 FT) WEST OF THE CENTERLINE OF THE
 GO0180'HIGHWAY, 17.9 METERS (58.7 FT) NORTH OF THE CENTER OF A CATTLE GUARD
 GO0180'AND DIRT ROAD LEADING WEST, 0.5 METERS (1.6 FT) SOUTHEAST OF A FENCE
 GO0180'CORNER, AND 0.3 METERS (1.0 FT) SOUTH OF A FENCE.  NOTE=REFUSAL WAS
 GO0180'REACHED AT 6.0 FT.  ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 GO0180'CAP.
 GO0180'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST AND FENCE
 GO0180'THE MARK IS 2.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0432 ***********************************************************************
 FP0432  DESIGNATION -  H 435
 FP0432  PID         -  FP0432
 FP0432  STATE/COUNTY-  NM/MCKINLEY
 FP0432  USGS QUAD   -  TOHATCHI (1982)
 FP0432
 FP0432                         *CURRENT SURVEY CONTROL
 FP0432  ___________________________________________________________________
 FP0432* NAD 83(1986)-  35 47 24.     (N)    108 46 18.     (W)     SCALED    
 FP0432* NAVD 88     -      1926.521  (meters)    6320.59   (feet)  ADJUSTED  
 FP0432  ___________________________________________________________________
 FP0432  GEOID HEIGHT-         -20.80  (meters)                     GEOID03
 FP0432  DYNAMIC HT  -        1923.900 (meters)    6312.00  (feet)  COMP
 FP0432  MODELED GRAV-     979,203.9   (mgal)                       NAVD 88
 FP0432
 FP0432  VERT ORDER  -  FIRST     CLASS II
 FP0432
 FP0432.The horizontal coordinates were scaled from a topographic map and have
 FP0432.an estimated accuracy of +/- 6 seconds.
 FP0432
 FP0432.The orthometric height was determined by differential leveling
 FP0432.and adjusted by the National Geodetic Survey in June 1991..
 FP0432
 FP0432.The geoid height was determined by GEOID03.
 FP0432
 FP0432.The dynamic height is computed by dividing the NAVD 88
 FP0432.geopotential number by the normal gravity value computed on the
 FP0432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0432.degrees latitude (g = 980.6199 gals.).
 FP0432
 FP0432.The modeled gravity was interpolated from observed gravity values.
 FP0432
 FP0432;                    North         East    Units  Estimated Accuracy
 FP0432;SPC NM W     -   531,630.      745,180.      MT  (+/- 180 meters Scaled)
 FP0432
 FP0432                          SUPERSEDED SURVEY CONTROL
 FP0432
 FP0432.No superseded survey control is available for this station.
 FP0432
 FP0432_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYE013629(NAD 83)
 FP0432_MARKER: DB = BENCH MARK DISK
 FP0432_SETTING: 66 = SET IN ROCK OUTCROP
 FP0432_SP_SET: ROCK OUTCROP
 FP0432_STAMPING: H 435 1984
 FP0432_MARK LOGO: NGS   
 FP0432_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FP0432+STABILITY: POSITION/ELEVATION WELL
 FP0432
 FP0432  HISTORY     - Date     Condition        Report By
 FP0432  HISTORY     - 1984     MONUMENTED       NGS
 FP0432
 FP0432                          STATION DESCRIPTION
 FP0432
 FP0432'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FP0432'30.3 KM (18.8 MI) NORTH FROM GALLUP.
 FP0432'30.3 KM (18.8 MI) NORTHERLY ALONG U.S. HIGHWAY 666 FROM ITS JUNCTION
 FP0432'WITH INTERSTATE HIGHWAY 40 IN GALLUP, IN THE CENTER OF THE
 FP0432'SOUTHWESTERN 1/2 OF A 5- BY 27-FOOT ROCK LEDGE ALONG THE EAST SLOPE OF
 FP0432'A RIDGE RUNNING NORTHWEST-SOUTHEAST, 6.0 KM (3.75 MI) NORTH OF THE
 FP0432'INTERSECTION OF COUNTY ROAD 9 LEADING EAST, 1.5 KM (0.95 MI) NORTH OF
 FP0432'THE INTERSECTION OF A DIRT ROAD LEADING WEST TO NAKAIBTO, 0.3 KM
 FP0432'(0.2 MI) NORTH-NORTHWEST OF THE INTERSECTION OF A PRIVATE ROAD LEADING
 FP0432'WEST, 143.3 METERS (470.0 FT) WEST OF THE CENTERLINE OF THE HIGHWAY,
 FP0432'97.5 METERS (319.9 FT) WEST OF A UTILITY POLE, 3.9 METERS (12.8 FT)
 FP0432'SOUTHWEST OF THE NORTHEAST EDGE OF THE LEDGE, 3.2 METERS (10.5 FT)
 FP0432'NORTHEAST OF THE SOUTHWEST EDGE OF THE LEDGE.
 FP0432'THE MARK IS 0.3 METERS  NNE FROM A WITNESS POST.
 FP0432'THE MARK IS 10.7 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GO0159 ***********************************************************************
 GO0159  DESIGNATION -  H 436
 GO0159  PID         -  GO0159
 GO0159  STATE/COUNTY-  NM/SAN JUAN
 GO0159  USGS QUAD   -  SHEEP SPRINGS (1966)
 GO0159
 GO0159                         *CURRENT SURVEY CONTROL
 GO0159  ___________________________________________________________________
 GO0159* NAD 83(1986)-  36 07 55.     (N)    108 42 23.     (W)     SCALED    
 GO0159* NAVD 88     -      1803.069  (meters)    5915.57   (feet)  ADJUSTED  
 GO0159  ___________________________________________________________________
 GO0159  GEOID HEIGHT-         -20.71  (meters)                     GEOID03
 GO0159  DYNAMIC HT  -        1800.702 (meters)    5907.80  (feet)  COMP
 GO0159  MODELED GRAV-     979,255.7   (mgal)                       NAVD 88
 GO0159
 GO0159  VERT ORDER  -  FIRST     CLASS II
 GO0159
 GO0159.The horizontal coordinates were scaled from a topographic map and have
 GO0159.an estimated accuracy of +/- 6 seconds.
 GO0159
 GO0159.The orthometric height was determined by differential leveling
 GO0159.and adjusted by the National Geodetic Survey in June 1991..
 GO0159
 GO0159.The geoid height was determined by GEOID03.
 GO0159
 GO0159.The dynamic height is computed by dividing the NAVD 88
 GO0159.geopotential number by the normal gravity value computed on the
 GO0159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GO0159.degrees latitude (g = 980.6199 gals.).
 GO0159
 GO0159.The modeled gravity was interpolated from observed gravity values.
 GO0159
 GO0159;                    North         East    Units  Estimated Accuracy
 GO0159;SPC NM W     -   569,520.      751,420.      MT  (+/- 180 meters Scaled)
 GO0159
 GO0159                          SUPERSEDED SURVEY CONTROL
 GO0159
 GO0159.No superseded survey control is available for this station.
 GO0159
 GO0159_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYF063010(NAD 83)
 GO0159_MARKER: DB = BENCH MARK DISK
 GO0159_SETTING: 66 = SET IN ROCK OUTCROP
 GO0159_SP_SET: ROCK OUTCROP
 GO0159_STAMPING: H 436 1984
 GO0159_MARK LOGO: NGS   
 GO0159_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GO0159+STABILITY: POSITION/ELEVATION WELL
 GO0159
 GO0159  HISTORY     - Date     Condition        Report By
 GO0159  HISTORY     - 1984     MONUMENTED       NGS
 GO0159
 GO0159                          STATION DESCRIPTION
 GO0159
 GO0159'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 GO0159'72.2 KM (44.8 MI) SOUTH FROM SHIPROCK.
 GO0159'72.2 KM (44.8 MI) SOUTHERLY ALONG U.S. HIGHWAY 666 FROM ITS JUNCTION
 GO0159'WITH STATE HIGHWAY 504 IN SHIPROCK, IN THE CENTER OF THE SOUTHERN 1/2
 GO0159'OF A 6- BY 80-FOOT ROCK LEDGE, 1.5 KM (0.95 MI) SOUTH OF THE
 GO0159'INTERSECTION OF STATE HIGHWAY 134, 160.1 METERS (528.2 FT) NORTH OF
 GO0159'THE WEST END OF A 6.0-FOOT METAL DRAINAGE PIPE, 50.3 M (165.0 FT)
 GO0159'NORTHWEST OF THE CENTER OF A DRIVEWAY LEADING EAST TO 3 BUILDINGS,
 GO0159'31.7 METERS (104.0 FT) WEST OF THE CENTERLINE OF THE HIGHWAY,
 GO0159'16.0 METERS (52.5 FT) NORTH OF A UTILITY POLE WITH 2 GUY WIRES,
 GO0159'13.0 METERS (42.7 FT) SOUTH OF THE NORTH EDGE OF THE LEDGE,
 GO0159'11.0 METERS (36.1 FT) NORTH OF THE SOUTH EDGE OF THE LEDGE, AND
 GO0159'2.7 METERS (8.9 FT) WEST OF THE EAST EDGE OF THE LEDGE.
 GO0159'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 GO0159'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0575 ***********************************************************************
 GM0575  DESIGNATION -  H 437
 GM0575  PID         -  GM0575
 GM0575  STATE/COUNTY-  NM/TAOS
 GM0575  USGS QUAD   -  SERVILLETA PLAZA (1995)
 GM0575
 GM0575                         *CURRENT SURVEY CONTROL
 GM0575  ___________________________________________________________________
 GM0575* NAD 83(1986)-  36 26 18.     (N)    105 54 33.     (W)     SCALED    
 GM0575* NAVD 88     -      2295.411  (meters)    7530.86   (feet)  ADJUSTED  
 GM0575  ___________________________________________________________________
 GM0575  GEOID HEIGHT-         -17.98  (meters)                     GEOID03
 GM0575  DYNAMIC HT  -        2292.210 (meters)    7520.36  (feet)  COMP
 GM0575  MODELED GRAV-     979,154.8   (mgal)                       NAVD 88
 GM0575
 GM0575  VERT ORDER  -  FIRST     CLASS II
 GM0575
 GM0575.The horizontal coordinates were scaled from a topographic map and have
 GM0575.an estimated accuracy of +/- 6 seconds.
 GM0575
 GM0575.The orthometric height was determined by differential leveling
 GM0575.and adjusted by the National Geodetic Survey in June 1991..
 GM0575
 GM0575.The geoid height was determined by GEOID03.
 GM0575
 GM0575.The dynamic height is computed by dividing the NAVD 88
 GM0575.geopotential number by the normal gravity value computed on the
 GM0575.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GM0575.degrees latitude (g = 980.6199 gals.).
 GM0575
 GM0575.The modeled gravity was interpolated from observed gravity values.
 GM0575
 GM0575;                    North         East    Units  Estimated Accuracy
 GM0575;SPC NM C     -   603,200.      530,560.      MT  (+/- 180 meters Scaled)
 GM0575
 GM0575                          SUPERSEDED SURVEY CONTROL
 GM0575
 GM0575.No superseded survey control is available for this station.
 GM0575
 GM0575_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDA185329(NAD 83)
 GM0575_MARKER: DB = BENCH MARK DISK
 GM0575_SETTING: 66 = SET IN ROCK OUTCROP
 GM0575_SP_SET: ROCK OUTCROP
 GM0575_STAMPING: H 437 1984
 GM0575_MARK LOGO: NGS   
 GM0575_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GM0575+STABILITY: POSITION/ELEVATION WELL
 GM0575
 GM0575  HISTORY     - Date     Condition        Report By
 GM0575  HISTORY     - 1984     MONUMENTED       NGS
 GM0575
 GM0575                          STATION DESCRIPTION
 GM0575
 GM0575'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 GM0575'8.6 KM (5.35 MI) NORTH FROM TAOS JUNCTION.
 GM0575'8.6 KM (5.35 MI) NORTHERLY ALONG U.S. HIGHWAY 285 FROM ITS JUNCTION
 GM0575'WITH STATE HIGHWAY 96 IN TAOS JUNCTION, IN THE SOUTH 1/4 OF A 6 BY 15
 GM0575'FOOT EXPOSED AREA OF BEDROCK IN A HIGHWAY CUT, 55.5 M (182.1 FT)
 GM0575'NORTHWEST OF MILEPOST 369, 12.6 M (41.3 FT) WEST OF THE CENTERLINE OF
 GM0575'THE HIGHWAY, 3.1 M (10.2 FT) EAST OF A FENCE, 1.1 M (3.6 FT) NORTH OF
 GM0575'THE SOUTH EDGE OF THE OUTCROP, AND 0.7 M (2.3 FT) WEST OF THE EAST
 GM0575'EDGE OF THE OUTCROP.
 GM0575'THE MARK IS 0.2 METERS  S FROM  A WITNESS POST
 GM0575'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0878 ***********************************************************************
 FO0878  DESIGNATION -  H 438
 FO0878  PID         -  FO0878
 FO0878  STATE/COUNTY-  NM/SANDOVAL
 FO0878  USGS QUAD   -  BERNALILLO (1990)
 FO0878
 FO0878                         *CURRENT SURVEY CONTROL
 FO0878  ___________________________________________________________________
 FO0878* NAD 83(1986)-  35 17 46.     (N)    106 32 32.     (W)     SCALED    
 FO0878* NAVD 88     -      1553.602  (meters)    5097.11   (feet)  ADJUSTED  
 FO0878  ___________________________________________________________________
 FO0878  GEOID HEIGHT-         -20.74  (meters)                     GEOID03
 FO0878  DYNAMIC HT  -        1551.516 (meters)    5090.27  (feet)  COMP
 FO0878  MODELED GRAV-     979,237.4   (mgal)                       NAVD 88
 FO0878
 FO0878  VERT ORDER  -  FIRST     CLASS II
 FO0878
 FO0878.The horizontal coordinates were scaled from a topographic map and have
 FO0878.an estimated accuracy of +/- 6 seconds.
 FO0878
 FO0878.The orthometric height was determined by differential leveling
 FO0878.and adjusted by the National Geodetic Survey in June 1991..
 FO0878
 FO0878.The geoid height was determined by GEOID03.
 FO0878
 FO0878.The dynamic height is computed by dividing the NAVD 88
 FO0878.geopotential number by the normal gravity value computed on the
 FO0878.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0878.degrees latitude (g = 980.6199 gals.).
 FO0878
 FO0878.The modeled gravity was interpolated from observed gravity values.
 FO0878
 FO0878;                    North         East    Units  Estimated Accuracy
 FO0878;SPC NM C     -   476,460.      473,420.      MT  (+/- 180 meters Scaled)
 FO0878
 FO0878                          SUPERSEDED SURVEY CONTROL
 FO0878
 FO0878.No superseded survey control is available for this station.
 FO0878
 FO0878_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV597069(NAD 83)
 FO0878_MARKER: DB = BENCH MARK DISK
 FO0878_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 FO0878_SP_SET: PIER
 FO0878_STAMPING: H 438 1984
 FO0878_MARK LOGO: NGS   
 FO0878_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FO0878+STABILITY: POSITION/ELEVATION WELL
 FO0878
 FO0878  HISTORY     - Date     Condition        Report By
 FO0878  HISTORY     - 1984     MONUMENTED       NGS
 FO0878  HISTORY     - 20050103 MARK NOT FOUND   GEOCAC
 FO0878
 FO0878                          STATION DESCRIPTION
 FO0878
 FO0878'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FO0878'3.0 KM (1.85 MI) SW FROM BERNALILLO.
 FO0878'2.2 KM (1.35 MI) SOUTHWESTERLY ALONG THE ATCHISON TOPEKA AND SANTA FE
 FO0878'RAILROAD FROM ITS JUNCTION WITH STATE HIGHWAY 44 IN BERNALILLO, THENCE
 FO0878'0.8 KM (0.5 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 437, SET VERTICALLY
 FO0878'IN THE SOUTHEAST FACE OF THE FIRST COLUMN OF THE FIRST PIER NORTHEAST
 FO0878'OF THE SOUTHWEST CONCRETE ABUTMENT OF THE NORTH BOUND INTERSTATE
 FO0878'HIGHWAY 25 OVERPASS OF THE HIGHWAY, 5.7 M (18.7 FT) SOUTHWEST OF THE
 FO0878'CENTERLINE OF THE STATE HIGHWAY, AND 3.9 M (12.8 FT) SOUTHEAST OF THE
 FO0878'PROJECTED CENTER OF THE NORTH BOUND LANE OF THE INTERSTATE HIGHWAY.
 FO0878'THE MARK IS 1.3 M ABOVE THE GROUND.
 FO0878
 FO0878                          STATION RECOVERY (2005)
 FO0878
 FO0878'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 FO0878'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0411 ***********************************************************************
 FN0411  DESIGNATION -  H 439
 FN0411  PID         -  FN0411
 FN0411  STATE/COUNTY-  NM/SANTA FE
 FN0411  USGS QUAD   -  SANTA FE (1993)
 FN0411
 FN0411                         *CURRENT SURVEY CONTROL
 FN0411  ___________________________________________________________________
 FN0411* NAD 83(1986)-  35 42 30.     (N)    105 56 31.     (W)     SCALED    
 FN0411* NAVD 88     -      2187.124  (meters)    7175.59   (feet)  ADJUSTED  
 FN0411  ___________________________________________________________________
 FN0411  GEOID HEIGHT-         -18.36  (meters)                     GEOID03
 FN0411  DYNAMIC HT  -        2184.072 (meters)    7165.58  (feet)  COMP
 FN0411  MODELED GRAV-     979,158.8   (mgal)                       NAVD 88
 FN0411
 FN0411  VERT ORDER  -  FIRST     CLASS II
 FN0411
 FN0411.The horizontal coordinates were scaled from a topographic map and have
 FN0411.an estimated accuracy of +/- 6 seconds.
 FN0411
 FN0411.The orthometric height was determined by differential leveling
 FN0411.and adjusted by the National Geodetic Survey in June 1991..
 FN0411
 FN0411.The geoid height was determined by GEOID03.
 FN0411
 FN0411.The dynamic height is computed by dividing the NAVD 88
 FN0411.geopotential number by the normal gravity value computed on the
 FN0411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FN0411.degrees latitude (g = 980.6199 gals.).
 FN0411
 FN0411.The modeled gravity was interpolated from observed gravity values.
 FN0411
 FN0411;                    North         East    Units  Estimated Accuracy
 FN0411;SPC NM C     -   522,200.      527,880.      MT  (+/- 180 meters Scaled)
 FN0411
 FN0411                          SUPERSEDED SURVEY CONTROL
 FN0411
 FN0411.No superseded survey control is available for this station.
 FN0411
 FN0411_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV147520(NAD 83)
 FN0411_MARKER: I = METAL ROD
 FN0411_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FN0411+WITH SETTING: INFORMATION.
 FN0411_SP_SET: SHALLOW-SET METAL ROD
 FN0411_STAMPING: H 439 1984
 FN0411_MARK LOGO: NGS   
 FN0411_PROJECTION: FLUSH
 FN0411_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FN0411_ROD/PIPE-DEPTH: 2.8  meters
 FN0411
 FN0411  HISTORY     - Date     Condition        Report By
 FN0411  HISTORY     - 1984     MONUMENTED       NGS
 FN0411
 FN0411                          STATION DESCRIPTION
 FN0411
 FN0411'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FN0411'3.8 KM (2.35 MI) NORTH FROM SANTA FE.
 FN0411'3.8 KM (2.35 MI) NORTHERLY ALONG U.S. HIGHWAY 285 (ST. FRANCIS DRIVE)
 FN0411'FROM ITS JUNCTION WITH U.S. HIGHWAY 85 (CERRILLOS ROAD) IN SANTA FE,
 FN0411'24.0 M (78.7 FT) SOUTH-SOUTHWEST OF THE SOUTHWEST EDGE OF A HIGHWAY
 FN0411'CUT, 23.5 M (77.1 FT) NORTHWEST OF THE CENTERLINE OF THE SOUTH BOUND
 FN0411'LANES OF THE HIGHWAY, AND 5.0 M (16.4 FT) NORTH-NORTHEAST OF THE
 FN0411'NORTHEAST EDGE OF A HIGHWAY CUT.  NOTE=REFUSAL WAS REACHED AT 9.0 FT.
 FN0411'ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 FN0411'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST
 FN0411'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0416 ***********************************************************************
 CV0416  DESIGNATION -  H 44
 CV0416  PID         -  CV0416
 CV0416  STATE/COUNTY-  NM/LEA
 CV0416  USGS QUAD   -  MALJAMAR (1985)
 CV0416
 CV0416                         *CURRENT SURVEY CONTROL
 CV0416  ___________________________________________________________________
 CV0416* NAD 83(1986)-  32 50 55.     (N)    103 47 37.     (W)     SCALED    
 CV0416* NAVD 88     -      1229.346  (meters)    4033.28   (feet)  ADJUSTED  
 CV0416  ___________________________________________________________________
 CV0416  GEOID HEIGHT-         -22.34  (meters)                     GEOID03
 CV0416  DYNAMIC HT  -        1227.641 (meters)    4027.69  (feet)  COMP
 CV0416  MODELED GRAV-     979,207.4   (mgal)                       NAVD 88
 CV0416
 CV0416  VERT ORDER  -  FIRST     CLASS II
 CV0416
 CV0416.The horizontal coordinates were scaled from a topographic map and have
 CV0416.an estimated accuracy of +/- 6 seconds.
 CV0416
 CV0416.The orthometric height was determined by differential leveling
 CV0416.and adjusted by the National Geodetic Survey in June 1991..
 CV0416
 CV0416.The geoid height was determined by GEOID03.
 CV0416
 CV0416.The dynamic height is computed by dividing the NAVD 88
 CV0416.geopotential number by the normal gravity value computed on the
 CV0416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0416.degrees latitude (g = 980.6199 gals.).
 CV0416
 CV0416.The modeled gravity was interpolated from observed gravity values.
 CV0416
 CV0416;                    North         East    Units  Estimated Accuracy
 CV0416;SPC NM E     -   205,100.      215,520.      MT  (+/- 180 meters Scaled)
 CV0416
 CV0416                          SUPERSEDED SURVEY CONTROL
 CV0416
 CV0416  NGVD 29 (??/??/92) 1228.860  (m)         4031.68   (f) ADJ UNCH    1 2
 CV0416
 CV0416.Superseded values are not recommended for survey control.
 CV0416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0416.See file dsdata.txt to determine how the superseded data were derived.
 CV0416
 CV0416_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFS128351(NAD 83)
 CV0416_MARKER: DB = BENCH MARK DISK
 CV0416_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0416_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CV0416_STAMPING: H 44 1928
 CV0416_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CV0416+STABILITY: SURFACE MOTION
 CV0416
 CV0416  HISTORY     - Date     Condition        Report By
 CV0416  HISTORY     - 1928     MONUMENTED       USGS
 CV0416  HISTORY     - 1934     GOOD             NGS
 CV0416
 CV0416                          STATION DESCRIPTION
 CV0416
 CV0416'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CV0416'1.9 MI W FROM MALJAMAR.
 CV0416'1.9 MILES WEST ALONG HWY. NO. 83 ON STATE HIGHWAY NO. 83, 32 FEET
 CV0416'SOUTH OF CENTERLINE OF HIGHWAY, AT ANGLE, AND 5 FEET NORTH OF
 CV0416'TELEPHONE POLE NO. 1193.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0143 ***********************************************************************
 ER0143  DESIGNATION -  H 44
 ER0143  PID         -  ER0143
 ER0143  STATE/COUNTY-  NM/CIBOLA
 ER0143  USGS QUAD   -  FENCE LAKE (1972)
 ER0143
 ER0143                         *CURRENT SURVEY CONTROL
 ER0143  ___________________________________________________________________
 ER0143* NAD 83(1986)-  34 39 12.     (N)    108 39 38.     (W)     SCALED    
 ER0143* NAVD 88     -      2148.612  (meters)    7049.24   (feet)  ADJUSTED  
 ER0143  ___________________________________________________________________
 ER0143  GEOID HEIGHT-         -21.70  (meters)                     GEOID03
 ER0143  DYNAMIC HT  -        2145.388 (meters)    7038.66  (feet)  COMP
 ER0143  MODELED GRAV-     979,057.5   (mgal)                       NAVD 88
 ER0143
 ER0143  VERT ORDER  -  SECOND    CLASS 0
 ER0143
 ER0143.The horizontal coordinates were scaled from a topographic map and have
 ER0143.an estimated accuracy of +/- 6 seconds.
 ER0143
 ER0143.The orthometric height was determined by differential leveling
 ER0143.and adjusted by the National Geodetic Survey in June 1991..
 ER0143
 ER0143.The geoid height was determined by GEOID03.
 ER0143
 ER0143.The dynamic height is computed by dividing the NAVD 88
 ER0143.geopotential number by the normal gravity value computed on the
 ER0143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0143.degrees latitude (g = 980.6199 gals.).
 ER0143
 ER0143.The modeled gravity was interpolated from observed gravity values.
 ER0143
 ER0143;                    North         East    Units  Estimated Accuracy
 ER0143;SPC NM W     -   405,440.      754,170.      MT  (+/- 180 meters Scaled)
 ER0143
 ER0143                          SUPERSEDED SURVEY CONTROL
 ER0143
 ER0143  NGVD 29 (??/??/92) 2147.609  (m)         7045.95   (f) ADJ UNCH    2 0
 ER0143
 ER0143.Superseded values are not recommended for survey control.
 ER0143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0143.See file dsdata.txt to determine how the superseded data were derived.
 ER0143
 ER0143_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYD143370(NAD 83)
 ER0143_MARKER: DB = BENCH MARK DISK
 ER0143_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ER0143_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ER0143_STAMPING: H 44 1934
 ER0143_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0143+STABILITY: SURFACE MOTION
 ER0143
 ER0143  HISTORY     - Date     Condition        Report By
 ER0143  HISTORY     - 1934     MONUMENTED       CGS
 ER0143  HISTORY     - 1972     GOOD             NGS
 ER0143  HISTORY     - 1972     MARK NOT FOUND   USGS
 ER0143
 ER0143                          STATION DESCRIPTION
 ER0143
 ER0143'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ER0143'7.0 MI S FROM ATARQUE.
 ER0143'7.0 MI. S. ALONG SALT LAKE AND QUEMADO ROAD.  AT CROSS ROADS AT
 ER0143'SECTION CORNER, 15 FEET EAST AND 11 FEET SOUTH OF CENTER OF ROADS.
 ER0143'MARK IS ABOUT 1 MILE EAST OF FENCE LAKE STORE.
 ER0143
 ER0143                          STATION RECOVERY (1972)
 ER0143
 ER0143'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 ER0143'RECOVERED IN GOOD CONDITION.
 ER0143
 ER0143                          STATION RECOVERY (1972)
 ER0143
 ER0143'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 ER0143'ROAD AND SETTLEMENT IN DESCRIPTION HAS BEEN ABONDONED. POSITION SHOWN
 ER0143'FOR THIS MARK ON PLAT FOR T 5 N, R 17 W-B (DEP. RESURSEY IN 1934)
 ER0143'WOULD INDICATE THAT MARK WAS DESTROYED DURING CONSTRUCTION OF STATE
 ER0143'HWY. 36.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0398 ***********************************************************************
 GN0398  DESIGNATION -  H 440
 GN0398  PID         -  GN0398
 GN0398  STATE/COUNTY-  NM/RIO ARRIBA
 GN0398  USGS QUAD   -  SAN JUAN PUEBLO (1977)
 GN0398
 GN0398                         *CURRENT SURVEY CONTROL
 GN0398  ___________________________________________________________________
 GN0398* NAD 83(1986)-  36 02 17.     (N)    106 05 49.     (W)     SCALED    
 GN0398* NAVD 88     -      1727.320  (meters)    5667.05   (feet)  ADJUSTED  
 GN0398  ___________________________________________________________________
 GN0398  GEOID HEIGHT-         -19.12  (meters)                     GEOID03
 GN0398  DYNAMIC HT  -        1725.002 (meters)    5659.44  (feet)  COMP
 GN0398  MODELED GRAV-     979,230.6   (mgal)                       NAVD 88
 GN0398
 GN0398  VERT ORDER  -  FIRST     CLASS II
 GN0398
 GN0398.The horizontal coordinates were scaled from a topographic map and have
 GN0398.an estimated accuracy of +/- 6 seconds.
 GN0398
 GN0398.The orthometric height was determined by differential leveling
 GN0398.and adjusted by the National Geodetic Survey in June 1991..
 GN0398
 GN0398.The geoid height was determined by GEOID03.
 GN0398
 GN0398.The dynamic height is computed by dividing the NAVD 88
 GN0398.geopotential number by the normal gravity value computed on the
 GN0398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GN0398.degrees latitude (g = 980.6199 gals.).
 GN0398
 GN0398.The modeled gravity was interpolated from observed gravity values.
 GN0398
 GN0398;                    North         East    Units  Estimated Accuracy
 GN0398;SPC NM C     -   558,750.      513,790.      MT  (+/- 180 meters Scaled)
 GN0398
 GN0398                          SUPERSEDED SURVEY CONTROL
 GN0398
 GN0398.No superseded survey control is available for this station.
 GN0398
 GN0398_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV011887(NAD 83)
 GN0398_MARKER: I = METAL ROD
 GN0398_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GN0398_SP_SET: STAINLESS STEEL ROD
 GN0398_STAMPING: H 440 1984
 GN0398_MARK LOGO: NGS   
 GN0398_PROJECTION: FLUSH
 GN0398_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GN0398_ROD/PIPE-DEPTH: 5.2  meters
 GN0398
 GN0398  HISTORY     - Date     Condition        Report By
 GN0398  HISTORY     - 1984     MONUMENTED       NGS
 GN0398  HISTORY     - 20060226 MARK NOT FOUND   GEOCAC
 GN0398
 GN0398                          STATION DESCRIPTION
 GN0398
 GN0398'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 GN0398'6.6 KM (4.1 MI) NORTH FROM ESPANOLA.
 GN0398'6.6 KM (4.1 MI) NORTHERLY ALONG U.S. HIGHWAY 285 FROM ITS JUNCTION
 GN0398'WITH STATE HIGHWAY 68 IN ESPANOLA, 0.5 KM (0.3 MI) NORTHWEST OF
 GN0398'MILEPOST 263, 27.8 M (91.2 FT) NORTHWEST OF THE CENTER OF A DIRT
 GN0398'DRIVEWAY LEADING EAST, 26.5 M (86.9 FT) NORTHEAST OF THE CENTERLINE OF
 GN0398'THE HIGHWAY, 16.2 M (53.1 FT) SOUTHWEST OF THE CENTER OF A GRAVELED
 GN0398'ROAD LEADING NORTHWEST, 5.2 M (17.1 FT) NORTHEAST OF A FENCE, AND 0.6
 GN0398'M (2.0 FT) SOUTHEAST OF A UTILITY POLE WITH 2 GUY WIRES.  NOTE=ACCESS
 GN0398'TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 GN0398'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST
 GN0398'THE MARK IS 2.3 M BELOW THE HIGHWAY.
 GN0398
 GN0398                          STATION RECOVERY (2006)
 GN0398
 GN0398'RECOVERY NOTE BY GEOCACHING 2006 (BMC)
 GN0398'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0589 ***********************************************************************
 GM0589  DESIGNATION -  H 441
 GM0589  PID         -  GM0589
 GM0589  STATE/COUNTY-  NM/TAOS
 GM0589  USGS QUAD   -  TRES PIEDRAS (1963)
 GM0589
 GM0589                         *CURRENT SURVEY CONTROL
 GM0589  ___________________________________________________________________
 GM0589* NAD 83(1986)-  36 38 08.     (N)    105 58 04.     (W)     SCALED    
 GM0589* NAVD 88     -      2465.776  (meters)    8089.80   (feet)  ADJUSTED  
 GM0589  ___________________________________________________________________
 GM0589  GEOID HEIGHT-         -17.14  (meters)                     GEOID03
 GM0589  DYNAMIC HT  -        2462.343 (meters)    8078.54  (feet)  COMP
 GM0589  MODELED GRAV-     979,149.8   (mgal)                       NAVD 88
 GM0589
 GM0589  VERT ORDER  -  FIRST     CLASS II
 GM0589
 GM0589.The horizontal coordinates were scaled from a topographic map and have
 GM0589.an estimated accuracy of +/- 6 seconds.
 GM0589
 GM0589.The orthometric height was determined by differential leveling
 GM0589.and adjusted by the National Geodetic Survey in June 1991..
 GM0589
 GM0589.The geoid height was determined by GEOID03.
 GM0589
 GM0589.The dynamic height is computed by dividing the NAVD 88
 GM0589.geopotential number by the normal gravity value computed on the
 GM0589.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GM0589.degrees latitude (g = 980.6199 gals.).
 GM0589
 GM0589.The modeled gravity was interpolated from observed gravity values.
 GM0589
 GM0589;                    North         East    Units  Estimated Accuracy
 GM0589;SPC NM C     -   625,070.      525,240.      MT  (+/- 180 meters Scaled)
 GM0589
 GM0589                          SUPERSEDED SURVEY CONTROL
 GM0589
 GM0589.No superseded survey control is available for this station.
 GM0589
 GM0589_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDA134548(NAD 83)
 GM0589_MARKER: I = METAL ROD
 GM0589_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GM0589_SP_SET: STAINLESS STEEL ROD
 GM0589_STAMPING: H 441 1984
 GM0589_MARK LOGO: NGS   
 GM0589_PROJECTION: FLUSH
 GM0589_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GM0589_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GM0589+SATELLITE: SATELLITE OBSERVATIONS - September 25, 2004
 GM0589_ROD/PIPE-DEPTH: 7.0  meters
 GM0589
 GM0589  HISTORY     - Date     Condition        Report By
 GM0589  HISTORY     - 1984     MONUMENTED       NGS
 GM0589  HISTORY     - 20040925 GOOD             GEOCAC
 GM0589
 GM0589                          STATION DESCRIPTION
 GM0589
 GM0589'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 GM0589'1.0 KM (0.6 MI) SOUTH FROM TRES PIEDRAS.
 GM0589'1.0 KM (0.6 MI) SOUTHERLY ALONG U.S. HIGHWAY 285 FROM ITS JUNCTION
 GM0589'WITH U.S. HIGHWAY 64 IN TRES PIEDRAS, 0.5 KM (0.3 MI) NORTH OF
 GM0589'MILEPOST 383, 30.6 M (100.4 FT) WEST OF THE CENTERLINE OF THE HIGHWAY,
 GM0589'AND 15.3 M (50.2 FT) SOUTH OF THE CENTER OF A CATTLE GUARD AND A PAVED
 GM0589'ROAD LEADING WEST.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 GM0589'LOGO CAP.
 GM0589'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST AND FENCE
 GM0589'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 GM0589
 GM0589                          STATION RECOVERY (2004)
 GM0589
 GM0589'RECOVERY NOTE BY GEOCACHING 2004 (TWS)
 GM0589'RECOVERED IN GOOD CONDITION.  HANDHELD GPS COORDINATES N36 38 09.3,
 GM0589'W105 58 04.1.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1418 ***********************************************************************
 CX1418  DESIGNATION -  H 443
 CX1418  PID         -  CX1418
 CX1418  STATE/COUNTY-  NM/DONA ANA
 CX1418  USGS QUAD   -  WHITE SANDS (1955)
 CX1418
 CX1418                         *CURRENT SURVEY CONTROL
 CX1418  ___________________________________________________________________
 CX1418* NAD 83(1986)-  32 27 21.     (N)    106 25 49.     (W)     SCALED    
 CX1418* NAVD 88     -      1214.959  (meters)    3986.08   (feet)  ADJUSTED  
 CX1418  ___________________________________________________________________
 CX1418  GEOID HEIGHT-         -23.60  (meters)                     GEOID03
 CX1418  DYNAMIC HT  -        1213.146 (meters)    3980.13  (feet)  COMP
 CX1418  MODELED GRAV-     979,104.6   (mgal)                       NAVD 88
 CX1418
 CX1418  VERT ORDER  -  FIRST     CLASS I
 CX1418
 CX1418.The horizontal coordinates were scaled from a topographic map and have
 CX1418.an estimated accuracy of +/- 6 seconds.
 CX1418
 CX1418.The orthometric height was determined by differential leveling
 CX1418.and adjusted by the National Geodetic Survey in June 1991..
 CX1418
 CX1418.The geoid height was determined by GEOID03.
 CX1418
 CX1418.The dynamic height is computed by dividing the NAVD 88
 CX1418.geopotential number by the normal gravity value computed on the
 CX1418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX1418.degrees latitude (g = 980.6199 gals.).
 CX1418
 CX1418.The modeled gravity was interpolated from observed gravity values.
 CX1418
 CX1418;                    North         East    Units  Estimated Accuracy
 CX1418;SPC NM C     -   161,420.      483,050.      MT  (+/- 180 meters Scaled)
 CX1418
 CX1418                          SUPERSEDED SURVEY CONTROL
 CX1418
 CX1418.No superseded survey control is available for this station.
 CX1418
 CX1418_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR655918(NAD 83)
 CX1418_MARKER: I = METAL ROD
 CX1418_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CX1418_SP_SET: STAINLESS STEEL ROD
 CX1418_STAMPING: H 443 1986
 CX1418_MARK LOGO: NGS   
 CX1418_PROJECTION: FLUSH
 CX1418_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CX1418_ROD/PIPE-DEPTH: 21.3 meters
 CX1418
 CX1418  HISTORY     - Date     Condition        Report By
 CX1418  HISTORY     - 1986     MONUMENTED       NGS
 CX1418
 CX1418                          STATION DESCRIPTION
 CX1418
 CX1418'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 CX1418'10.9 KM (6.8 MI) NE FROM WHITE SANDS MISSILE RANGE.
 CX1418'4.3 KM (2.65 MI) NORTHEAST OF THE INTERSECTION OF US HIGHWAY 70 AND
 CX1418'WSMR 1, THE ROAD TO WHITE SANDS MISSILE RANGE HEADQUARTERS, 124.0
 CX1418'METERS (407 FT) NORTH OF A 6-BOX CONCRETE CULVERT, 47.0 METERS (154
 CX1418'FT) NORTHWEST OF THE CENTERLINE OF THE WESTBOUND LANES OF US HIGHWAY
 CX1418'70 AND 16.1 METERS (53 FT) SOUTHEAST OF THE NORTHERN RIGHT-OF-WAY
 CX1418'FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 CX1418'THE MARK IS 2.0 METERS  NE FROM  A WITNESS POST
 CX1418'THE MARK IS 1.8 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0411 ***********************************************************************
 CV0411  DESIGNATION -  H 45
 CV0411  PID         -  CV0411
 CV0411  STATE/COUNTY-  NM/EDDY
 CV0411  USGS QUAD   -  MALJAMAR (1985)
 CV0411
 CV0411                         *CURRENT SURVEY CONTROL
 CV0411  ___________________________________________________________________
 CV0411* NAD 83(1986)-  32 48 59.     (N)    103 51 37.     (W)     SCALED    
 CV0411* NAVD 88     -      1169.915  (meters)    3838.30   (feet)  ADJUSTED  
 CV0411  ___________________________________________________________________
 CV0411  GEOID HEIGHT-         -22.57  (meters)                     GEOID03
 CV0411  DYNAMIC HT  -        1168.295 (meters)    3832.98  (feet)  COMP
 CV0411  MODELED GRAV-     979,213.1   (mgal)                       NAVD 88
 CV0411
 CV0411  VERT ORDER  -  FIRST     CLASS II
 CV0411
 CV0411.The horizontal coordinates were scaled from a topographic map and have
 CV0411.an estimated accuracy of +/- 6 seconds.
 CV0411
 CV0411.The orthometric height was determined by differential leveling
 CV0411.and adjusted by the National Geodetic Survey in June 1991..
 CV0411
 CV0411.The geoid height was determined by GEOID03.
 CV0411
 CV0411.The dynamic height is computed by dividing the NAVD 88
 CV0411.geopotential number by the normal gravity value computed on the
 CV0411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0411.degrees latitude (g = 980.6199 gals.).
 CV0411
 CV0411.The modeled gravity was interpolated from observed gravity values.
 CV0411
 CV0411;                    North         East    Units  Estimated Accuracy
 CV0411;SPC NM E     -   201,490.      209,300.      MT  (+/- 180 meters Scaled)
 CV0411
 CV0411                          SUPERSEDED SURVEY CONTROL
 CV0411
 CV0411  NGVD 29 (??/??/92) 1169.444  (m)         3836.75   (f) ADJ UNCH    1 2
 CV0411
 CV0411.Superseded values are not recommended for survey control.
 CV0411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0411.See file dsdata.txt to determine how the superseded data were derived.
 CV0411
 CV0411_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFS066315(NAD 83)
 CV0411_MARKER: DB = BENCH MARK DISK
 CV0411_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0411_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CV0411_STAMPING: H 45 1928
 CV0411_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CV0411+STABILITY: SURFACE MOTION
 CV0411
 CV0411  HISTORY     - Date     Condition        Report By
 CV0411  HISTORY     - 1928     MONUMENTED       USGS
 CV0411  HISTORY     - 1934     GOOD             NGS
 CV0411
 CV0411                          STATION DESCRIPTION
 CV0411
 CV0411'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CV0411'6.5 MI SW FROM MALJAMAR.
 CV0411'6.5 MILES S.W. ALONG HWY. NO. 83 ON STATE HIGHWAY NO. 83, 0.2 MILE
 CV0411'WEST OF CATTLE GUARD, 30 FEET SOUTH OF CENTERLINE OF HWY. AND 6 FEET
 CV0411'NORTH OF TELEPHONE POLE NO. 1045.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0087 ***********************************************************************
 ER0087  DESIGNATION -  H 45
 ER0087  PID         -  ER0087
 ER0087  STATE/COUNTY-  NM/CATRON
 ER0087  USGS QUAD   -  ARMSTRONG CANYON (1972)
 ER0087
 ER0087                         *CURRENT SURVEY CONTROL
 ER0087  ___________________________________________________________________
 ER0087* NAD 83(1986)-  34 17 51.     (N)    108 35 20.     (W)     SCALED    
 ER0087* NAVD 88     -      2309.776  (meters)    7577.99   (feet)  ADJUSTED  
 ER0087  ___________________________________________________________________
 ER0087  GEOID HEIGHT-         -21.61  (meters)                     GEOID03
 ER0087  DYNAMIC HT  -        2306.212 (meters)    7566.30  (feet)  COMP
 ER0087  MODELED GRAV-     979,008.8   (mgal)                       NAVD 88
 ER0087
 ER0087  VERT ORDER  -  SECOND    CLASS 0
 ER0087
 ER0087.The horizontal coordinates were scaled from a topographic map and have
 ER0087.an estimated accuracy of +/- 6 seconds.
 ER0087
 ER0087.The orthometric height was determined by differential leveling
 ER0087.and adjusted by the National Geodetic Survey in June 1991..
 ER0087
 ER0087.The geoid height was determined by GEOID03.
 ER0087
 ER0087.The dynamic height is computed by dividing the NAVD 88
 ER0087.geopotential number by the normal gravity value computed on the
 ER0087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0087.degrees latitude (g = 980.6199 gals.).
 ER0087
 ER0087.The modeled gravity was interpolated from observed gravity values.
 ER0087
 ER0087;                    North         East    Units  Estimated Accuracy
 ER0087;SPC NM W     -   365,920.      760,450.      MT  (+/- 180 meters Scaled)
 ER0087
 ER0087                          SUPERSEDED SURVEY CONTROL
 ER0087
 ER0087  NGVD 29 (??/??/92) 2308.800  (m)         7574.79   (f) ADJ UNCH    2 0
 ER0087
 ER0087.Superseded values are not recommended for survey control.
 ER0087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0087.See file dsdata.txt to determine how the superseded data were derived.
 ER0087
 ER0087_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYC219977(NAD 83)
 ER0087_MARKER: DB = BENCH MARK DISK
 ER0087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ER0087_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ER0087_STAMPING: H 45 1934
 ER0087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0087+STABILITY: SURFACE MOTION
 ER0087
 ER0087  HISTORY     - Date     Condition        Report By
 ER0087  HISTORY     - 1934     MONUMENTED       CGS
 ER0087  HISTORY     - 1972     GOOD             NGS
 ER0087  HISTORY     - 1972     GOOD             USGS
 ER0087
 ER0087                          STATION DESCRIPTION
 ER0087
 ER0087'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ER0087'6.7 MI W FROM QUEMADO.
 ER0087'6.7 MILES WEST ALONG U.S. HWY. 60 ON U.S. HWY. 60, 2.8 MILES EAST OF
 ER0087'JUNCTION WITH APACHE CREEK HWY., AND 30 FT. NORTH OF CENTER LINE OF
 ER0087'HWY.
 ER0087
 ER0087                          STATION RECOVERY (1972)
 ER0087
 ER0087'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 ER0087'RECOVERED IN GOOD CONDITION.
 ER0087
 ER0087                          STATION RECOVERY (1972)
 ER0087
 ER0087'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 ER0087'TO REACH THE MARK FROM THE POST OFFICE IN QUEMADO HEAD SOUTHWEST
 ER0087'ALONG U.S. 60, 6.8 MILES TO A T-ROAD S. 0.2 MILE WEST OF AN AT & T
 ER0087'MICRO-WAVE TOWER. TURN LEFT, SOUTH, AND FOLLOW MAIN TRAVELED ROAD,
 ER0087'FENCE ON WEST SIDE OF ROAD, 0.8 MILE TO A Y-ROAD. FOLLOW TRACK
 ER0087'NORTHEASTERLY 0.4 MILE TO THE CREST OF A SMALL HILL AND MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0408 ***********************************************************************
 CV0408  DESIGNATION -  H 46
 CV0408  PID         -  CV0408
 CV0408  STATE/COUNTY-  NM/EDDY
 CV0408  USGS QUAD   -  LOCO HILLS (1985)
 CV0408
 CV0408                         *CURRENT SURVEY CONTROL
 CV0408  ___________________________________________________________________
 CV0408* NAD 83(1986)-  32 49 09.     (N)    103 54 27.     (W)     SCALED    
 CV0408* NAVD 88     -      1101.084  (meters)    3612.47   (feet)  ADJUSTED  
 CV0408  ___________________________________________________________________
 CV0408  GEOID HEIGHT-         -22.67  (meters)                     GEOID03
 CV0408  DYNAMIC HT  -        1099.567 (meters)    3607.50  (feet)  COMP
 CV0408  MODELED GRAV-     979,222.2   (mgal)                       NAVD 88
 CV0408
 CV0408  VERT ORDER  -  FIRST     CLASS II
 CV0408
 CV0408.The horizontal coordinates were scaled from a topographic map and have
 CV0408.an estimated accuracy of +/- 6 seconds.
 CV0408
 CV0408.The orthometric height was determined by differential leveling
 CV0408.and adjusted by the National Geodetic Survey in June 1991..
 CV0408
 CV0408.The geoid height was determined by GEOID03.
 CV0408
 CV0408.The dynamic height is computed by dividing the NAVD 88
 CV0408.geopotential number by the normal gravity value computed on the
 CV0408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0408.degrees latitude (g = 980.6199 gals.).
 CV0408
 CV0408.The modeled gravity was interpolated from observed gravity values.
 CV0408
 CV0408;                    North         East    Units  Estimated Accuracy
 CV0408;SPC NM E     -   201,780.      204,870.      MT  (+/- 180 meters Scaled)
 CV0408
 CV0408                          SUPERSEDED SURVEY CONTROL
 CV0408
 CV0408  NGVD 29 (??/??/92) 1100.622  (m)         3610.96   (f) ADJ UNCH    1 2
 CV0408
 CV0408.Superseded values are not recommended for survey control.
 CV0408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0408.See file dsdata.txt to determine how the superseded data were derived.
 CV0408
 CV0408_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFS022317(NAD 83)
 CV0408_MARKER: DB = BENCH MARK DISK
 CV0408_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0408_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CV0408_STAMPING: H 46 1928
 CV0408_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CV0408+STABILITY: SURFACE MOTION
 CV0408
 CV0408  HISTORY     - Date     Condition        Report By
 CV0408  HISTORY     - 1928     MONUMENTED       USGS
 CV0408  HISTORY     - 1934     GOOD             NGS
 CV0408
 CV0408                          STATION DESCRIPTION
 CV0408
 CV0408'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CV0408'9.3 MI SW FROM MALJAMAR.
 CV0408'9.3 MILES S.W. ALONG HWY. NO. 83 ON STATE HIGHWAY NO. 83, 0.4 MILE
 CV0408'WEST OF CROSS-ROAD, 0.3 MILE EAST OF OLD OIL WELL ON SOUTH SIDE OF
 CV0408'HWY., 23 FEET SOUTH OF CENTERLINE OF HIGHWAY AND 27 FEET WEST OF DIM
 CV0408'ROAD TO SOUTHEAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0248 ***********************************************************************
 DQ0248  DESIGNATION -  H 46
 DQ0248  PID         -  DQ0248
 DQ0248  STATE/COUNTY-  NM/ROOSEVELT
 DQ0248  USGS QUAD   -  MILNESAND (1984)
 DQ0248
 DQ0248                         *CURRENT SURVEY CONTROL
 DQ0248  ___________________________________________________________________
 DQ0248* NAD 83(1986)-  33 44 40.     (N)    103 20 24.     (W)     SCALED    
 DQ0248* NAVD 88     -      1286.579  (meters)    4221.05   (feet)  ADJUSTED  
 DQ0248  ___________________________________________________________________
 DQ0248  GEOID HEIGHT-         -22.59  (meters)                     GEOID03
 DQ0248  DYNAMIC HT  -        1284.845 (meters)    4215.36  (feet)  COMP
 DQ0248  MODELED GRAV-     979,244.2   (mgal)                       NAVD 88
 DQ0248
 DQ0248  VERT ORDER  -  SECOND    CLASS 0
 DQ0248
 DQ0248.The horizontal coordinates were scaled from a topographic map and have
 DQ0248.an estimated accuracy of +/- 6 seconds.
 DQ0248
 DQ0248.The orthometric height was determined by differential leveling
 DQ0248.and adjusted by the National Geodetic Survey in June 1991..
 DQ0248
 DQ0248.The geoid height was determined by GEOID03.
 DQ0248
 DQ0248.The dynamic height is computed by dividing the NAVD 88
 DQ0248.geopotential number by the normal gravity value computed on the
 DQ0248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0248.degrees latitude (g = 980.6199 gals.).
 DQ0248
 DQ0248.The modeled gravity was interpolated from observed gravity values.
 DQ0248
 DQ0248;                    North         East    Units  Estimated Accuracy
 DQ0248;SPC NM E     -   304,760.      257,040.      MT  (+/- 180 meters Scaled)
 DQ0248
 DQ0248                          SUPERSEDED SURVEY CONTROL
 DQ0248
 DQ0248  NGVD 29 (??/??/92) 1286.043  (m)         4219.29   (f) ADJ UNCH    2 0
 DQ0248
 DQ0248.Superseded values are not recommended for survey control.
 DQ0248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0248.See file dsdata.txt to determine how the superseded data were derived.
 DQ0248
 DQ0248_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFT537350(NAD 83)
 DQ0248_MARKER: DB = BENCH MARK DISK
 DQ0248_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0248_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DQ0248_STAMPING: H-46 1930
 DQ0248_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0248+STABILITY: SURFACE MOTION
 DQ0248
 DQ0248  HISTORY     - Date     Condition        Report By
 DQ0248  HISTORY     - 1930     MONUMENTED       USGS
 DQ0248  HISTORY     - 1935     GOOD             NGS
 DQ0248
 DQ0248                          STATION DESCRIPTION
 DQ0248
 DQ0248'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DQ0248'6.9 MI N FROM MILNESAND.
 DQ0248'6.9 MI. N. ALONG STATE NO. 18 AT A ROAD BEARING E. TO A RANCH HOUSE,
 DQ0248'0.3 MI. S. OF A SMALL FRAMEHOUSE ON THE W. SIDE OF HWY., 50 FT. E. OF
 DQ0248'THE CENTER LINE OF HWY., 25 FT. S. OF THE CENTER LINE OF ROAD BEARING
 DQ0248'E. TO RANCH HOUSE, AND 3 FT. S. OF FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0153 ***********************************************************************
 ER0153  DESIGNATION -  H 46
 ER0153  PID         -  ER0153
 ER0153  STATE/COUNTY-  NM/CIBOLA
 ER0153  USGS QUAD   -  MESITA DE YESO (1972)
 ER0153
 ER0153                         *CURRENT SURVEY CONTROL
 ER0153  ___________________________________________________________________
 ER0153* NAD 83(1986)-  34 45 50.     (N)    108 42 12.     (W)     SCALED    
 ER0153* NAVD 88     -      2133.196  (meters)    6998.66   (feet)  ADJUSTED  
 ER0153  ___________________________________________________________________
 ER0153  GEOID HEIGHT-         -21.83  (meters)                     GEOID03
 ER0153  DYNAMIC HT  -        2130.015 (meters)    6988.22  (feet)  COMP
 ER0153  MODELED GRAV-     979,067.4   (mgal)                       NAVD 88
 ER0153
 ER0153  VERT ORDER  -  SECOND    CLASS 0
 ER0153
 ER0153.The horizontal coordinates were scaled from a topographic map and have
 ER0153.an estimated accuracy of +/- 6 seconds.
 ER0153
 ER0153.The orthometric height was determined by differential leveling
 ER0153.and adjusted by the National Geodetic Survey in June 1991..
 ER0153
 ER0153.The geoid height was determined by GEOID03.
 ER0153
 ER0153.The dynamic height is computed by dividing the NAVD 88
 ER0153.geopotential number by the normal gravity value computed on the
 ER0153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0153.degrees latitude (g = 980.6199 gals.).
 ER0153
 ER0153.The modeled gravity was interpolated from observed gravity values.
 ER0153
 ER0153;                    North         East    Units  Estimated Accuracy
 ER0153;SPC NM W     -   417,740.      750,360.      MT  (+/- 180 meters Scaled)
 ER0153
 ER0153                          SUPERSEDED SURVEY CONTROL
 ER0153
 ER0153  NGVD 29 (??/??/92) 2132.206  (m)         6995.41   (f) ADJ UNCH    2 0
 ER0153
 ER0153.Superseded values are not recommended for survey control.
 ER0153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0153.See file dsdata.txt to determine how the superseded data were derived.
 ER0153
 ER0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYD101492(NAD 83)
 ER0153_MARKER: DB = BENCH MARK DISK
 ER0153_SETTING: 66 = SET IN ROCK OUTCROP
 ER0153_SP_SET: ROCK OUTCROP
 ER0153_STAMPING: H 46 1934
 ER0153_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ER0153+STABILITY: POSITION/ELEVATION WELL
 ER0153
 ER0153  HISTORY     - Date     Condition        Report By
 ER0153  HISTORY     - 1934     MONUMENTED       CGS
 ER0153  HISTORY     - 1972     MARK NOT FOUND   USGS
 ER0153
 ER0153                          STATION DESCRIPTION
 ER0153
 ER0153'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ER0153'2.8 MI E FROM ATARQUE.
 ER0153'2.8 MI. E. ON ROAD TO GRANTS AT PLACE WHERE ROAD STARTS TO RISE, 41
 ER0153'FEET NORTH OF CENTER LINE OF ROAD AT ANGLE AND IN SANDSTONE OUTCROP.
 ER0153
 ER0153                          STATION RECOVERY (1972)
 ER0153
 ER0153'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 ER0153'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0406 ***********************************************************************
 CV0406  DESIGNATION -  H 47
 CV0406  PID         -  CV0406
 CV0406  STATE/COUNTY-  NM/EDDY
 CV0406  USGS QUAD   -  LOCO HILLS (1985)
 CV0406
 CV0406                         *CURRENT SURVEY CONTROL
 CV0406  ___________________________________________________________________
 CV0406* NAD 83(1986)-  32 49 03.     (N)    103 57 07.     (W)     SCALED    
 CV0406* NAVD 88     -      1111.684  (meters)    3647.25   (feet)  ADJUSTED  
 CV0406  ___________________________________________________________________
 CV0406  GEOID HEIGHT-         -22.77  (meters)                     GEOID03
 CV0406  DYNAMIC HT  -        1110.147 (meters)    3642.21  (feet)  COMP
 CV0406  MODELED GRAV-     979,217.6   (mgal)                       NAVD 88
 CV0406
 CV0406  VERT ORDER  -  FIRST     CLASS II
 CV0406
 CV0406.The horizontal coordinates were scaled from a topographic map and have
 CV0406.an estimated accuracy of +/- 6 seconds.
 CV0406
 CV0406.The orthometric height was determined by differential leveling
 CV0406.and adjusted by the National Geodetic Survey in June 1991..
 CV0406
 CV0406.The geoid height was determined by GEOID03.
 CV0406
 CV0406.The dynamic height is computed by dividing the NAVD 88
 CV0406.geopotential number by the normal gravity value computed on the
 CV0406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0406.degrees latitude (g = 980.6199 gals.).
 CV0406
 CV0406.The modeled gravity was interpolated from observed gravity values.
 CV0406
 CV0406;                    North         East    Units  Estimated Accuracy
 CV0406;SPC NM E     -   201,580.      200,710.      MT  (+/- 180 meters Scaled)
 CV0406
 CV0406                          SUPERSEDED SURVEY CONTROL
 CV0406
 CV0406  NGVD 29 (??/??/92) 1111.217  (m)         3645.72   (f) ADJ UNCH    1 2
 CV0406
 CV0406.Superseded values are not recommended for survey control.
 CV0406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0406.See file dsdata.txt to determine how the superseded data were derived.
 CV0406
 CV0406_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES981315(NAD 83)
 CV0406_MARKER: DB = BENCH MARK DISK
 CV0406_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0406_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CV0406_STAMPING: H 47 1928
 CV0406_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CV0406+STABILITY: SURFACE MOTION
 CV0406
 CV0406  HISTORY     - Date     Condition        Report By
 CV0406  HISTORY     - 1928     MONUMENTED       USGS
 CV0406  HISTORY     - 1934     GOOD             NGS
 CV0406
 CV0406                          STATION DESCRIPTION
 CV0406
 CV0406'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CV0406'12.2 MI SW FROM MALJAMAR.
 CV0406'12.2 MILES S.W. ALONG HWY. NO. 83 ON STATE HIGHWAY NO. 83 ON SUMMIT OF
 CV0406'SMALL GRADE, AT SOUTH EDGE OF GRAVEL PIT AND 40 FEET NORTH OF
 CV0406'CENTERLINE OF HWY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0067 ***********************************************************************
 FP0067  DESIGNATION -  H 47
 FP0067  PID         -  FP0067
 FP0067  STATE/COUNTY-  NM/CIBOLA
 FP0067  USGS QUAD   -  VALLE LARGO (1995)
 FP0067
 FP0067                         *CURRENT SURVEY CONTROL
 FP0067  ___________________________________________________________________
 FP0067* NAD 83(1986)-  35 01 37.     (N)    108 09 28.     (W)     SCALED    
 FP0067* NAVD 88     -      2345.864  (meters)    7696.39   (feet)  ADJUSTED  
 FP0067  ___________________________________________________________________
 FP0067  GEOID HEIGHT-         -20.22  (meters)                     GEOID03
 FP0067  DYNAMIC HT  -        2342.356 (meters)    7684.88  (feet)  COMP
 FP0067  MODELED GRAV-     979,054.2   (mgal)                       NAVD 88
 FP0067
 FP0067  VERT ORDER  -  SECOND    CLASS 0
 FP0067
 FP0067.The horizontal coordinates were scaled from a topographic map and have
 FP0067.an estimated accuracy of +/- 6 seconds.
 FP0067
 FP0067.The orthometric height was determined by differential leveling
 FP0067.and adjusted by the National Geodetic Survey in June 1991..
 FP0067
 FP0067.The geoid height was determined by GEOID03.
 FP0067
 FP0067.The dynamic height is computed by dividing the NAVD 88
 FP0067.geopotential number by the normal gravity value computed on the
 FP0067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0067.degrees latitude (g = 980.6199 gals.).
 FP0067
 FP0067.The modeled gravity was interpolated from observed gravity values.
 FP0067
 FP0067;                    North         East    Units  Estimated Accuracy
 FP0067;SPC NM W     -   446,620.      800,390.      MT  (+/- 180 meters Scaled)
 FP0067
 FP0067                          SUPERSEDED SURVEY CONTROL
 FP0067
 FP0067  NGVD 29 (??/??/92) 2344.731  (m)         7692.67   (f) ADJ UNCH    2 0
 FP0067
 FP0067.Superseded values are not recommended for survey control.
 FP0067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0067.See file dsdata.txt to determine how the superseded data were derived.
 FP0067
 FP0067_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYD593797(NAD 83)
 FP0067_MARKER: DB = BENCH MARK DISK
 FP0067_SETTING: 0 = UNSPECIFIED SETTING
 FP0067_STAMPING: H-47 1934
 FP0067_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FP0067
 FP0067  HISTORY     - Date     Condition        Report By
 FP0067  HISTORY     - 1934     MONUMENTED       CGS
 FP0067  HISTORY     - 1952     GOOD             USGS
 FP0067  HISTORY     - 1963     MARK NOT FOUND   USGS
 FP0067
 FP0067                          STATION DESCRIPTION
 FP0067
 FP0067'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 FP0067'9.4 MI W FROM EL MORRO.
 FP0067'MARK IS LOCATED ABOUT 9.4 MILES EAST OF EL MORRO, ABOUT 0.2 MI. NORTH
 FP0067'OF THE CENTER OF THE HIGHWAY, ABOUT 150 YARDS EAST OF THE NORTHWEST
 FP0067'CORNER OF A LARGE CULTIVATED FIELD, 30 FEET SOUTH OF THE CENTER OF AN
 FP0067'EAST-WEST DIRT ROAD, 2 FEET NORTH OF THE FENCE LINE.  A STANDARD DISC,
 FP0067'STAMPED H-47 1934.
 FP0067
 FP0067                          STATION RECOVERY (1963)
 FP0067
 FP0067'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 FP0067'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0097 ***********************************************************************
 CW0097  DESIGNATION -  H 48
 CW0097  PID         -  CW0097
 CW0097  STATE/COUNTY-  NM/EDDY
 CW0097  USGS QUAD   -  RED LAKE SE (1955)
 CW0097
 CW0097                         *CURRENT SURVEY CONTROL
 CW0097  ___________________________________________________________________
 CW0097* NAD 83(1986)-  32 49 10.     (N)    104 00 11.     (W)     SCALED    
 CW0097* NAVD 88     -      1105.743  (meters)    3627.76   (feet)  ADJUSTED  
 CW0097  ___________________________________________________________________
 CW0097  GEOID HEIGHT-         -22.85  (meters)                     GEOID03
 CW0097  DYNAMIC HT  -        1104.217 (meters)    3622.75  (feet)  COMP
 CW0097  MODELED GRAV-     979,219.6   (mgal)                       NAVD 88
 CW0097
 CW0097  VERT ORDER  -  FIRST     CLASS II
 CW0097
 CW0097.The horizontal coordinates were scaled from a topographic map and have
 CW0097.an estimated accuracy of +/- 6 seconds.
 CW0097
 CW0097.The orthometric height was determined by differential leveling
 CW0097.and adjusted by the National Geodetic Survey in June 1991..
 CW0097
 CW0097.The geoid height was determined by GEOID03.
 CW0097
 CW0097.The dynamic height is computed by dividing the NAVD 88
 CW0097.geopotential number by the normal gravity value computed on the
 CW0097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0097.degrees latitude (g = 980.6199 gals.).
 CW0097
 CW0097.The modeled gravity was interpolated from observed gravity values.
 CW0097
 CW0097;                    North         East    Units  Estimated Accuracy
 CW0097;SPC NM E     -   201,780.      195,930.      MT  (+/- 180 meters Scaled)
 CW0097
 CW0097                          SUPERSEDED SURVEY CONTROL
 CW0097
 CW0097  NGVD 29 (??/??/92) 1105.280  (m)         3626.24   (f) ADJ UNCH    1 2
 CW0097
 CW0097.Superseded values are not recommended for survey control.
 CW0097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0097.See file dsdata.txt to determine how the superseded data were derived.
 CW0097
 CW0097_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES933317(NAD 83)
 CW0097_MARKER: DD = SURVEY DISK
 CW0097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CW0097_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CW0097_STAMPING: H 48, 1928
 CW0097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CW0097+STABILITY: SURFACE MOTION
 CW0097
 CW0097  HISTORY     - Date     Condition        Report By
 CW0097  HISTORY     - 1928     MONUMENTED       USGS
 CW0097  HISTORY     - 1934     GOOD             NGS
 CW0097
 CW0097                          STATION DESCRIPTION
 CW0097
 CW0097'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CW0097'15.2 MI SW FROM MALJAMAR.
 CW0097'15.2 MILES S.W. ALONG HWY. NO. 83 ON STATE HWY. NO. 83, AT CATTLE
 CW0097'GUARD, 36 FEET NORTH OF CENTERLINE OF HIGHWAY, 2 FEET EAST OF FENCE
 CW0097'LINE AND 110 FEET SOUTH OF TELEPHONE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0243 ***********************************************************************
 DQ0243  DESIGNATION -  H 48
 DQ0243  PID         -  DQ0243
 DQ0243  STATE/COUNTY-  NM/ROOSEVELT
 DQ0243  USGS QUAD   -  PEP (1972)
 DQ0243
 DQ0243                         *CURRENT SURVEY CONTROL
 DQ0243  ___________________________________________________________________
 DQ0243* NAD 83(1986)-  33 50 10.     (N)    103 20 10.     (W)     SCALED    
 DQ0243* NAVD 88     -      1292.223  (meters)    4239.57   (feet)  ADJUSTED  
 DQ0243  ___________________________________________________________________
 DQ0243  GEOID HEIGHT-         -22.61  (meters)                     GEOID03
 DQ0243  DYNAMIC HT  -        1290.499 (meters)    4233.91  (feet)  COMP
 DQ0243  MODELED GRAV-     979,257.1   (mgal)                       NAVD 88
 DQ0243
 DQ0243  VERT ORDER  -  SECOND    CLASS 0
 DQ0243
 DQ0243.The horizontal coordinates were scaled from a topographic map and have
 DQ0243.an estimated accuracy of +/- 6 seconds.
 DQ0243
 DQ0243.The orthometric height was determined by differential leveling
 DQ0243.and adjusted by the National Geodetic Survey in June 1991..
 DQ0243
 DQ0243.The geoid height was determined by GEOID03.
 DQ0243
 DQ0243.The dynamic height is computed by dividing the NAVD 88
 DQ0243.geopotential number by the normal gravity value computed on the
 DQ0243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0243.degrees latitude (g = 980.6199 gals.).
 DQ0243
 DQ0243.The modeled gravity was interpolated from observed gravity values.
 DQ0243
 DQ0243;                    North         East    Units  Estimated Accuracy
 DQ0243;SPC NM E     -   314,930.      257,300.      MT  (+/- 180 meters Scaled)
 DQ0243
 DQ0243                          SUPERSEDED SURVEY CONTROL
 DQ0243
 DQ0243  NGVD 29 (??/??/92) 1291.684  (m)         4237.80   (f) ADJ UNCH    2 0
 DQ0243
 DQ0243.Superseded values are not recommended for survey control.
 DQ0243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0243.See file dsdata.txt to determine how the superseded data were derived.
 DQ0243
 DQ0243_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFT539452(NAD 83)
 DQ0243_MARKER: DD = SURVEY DISK
 DQ0243_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0243_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DQ0243_STAMPING: H-48 1930
 DQ0243_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0243+STABILITY: SURFACE MOTION
 DQ0243
 DQ0243  HISTORY     - Date     Condition        Report By
 DQ0243  HISTORY     - 1930     MONUMENTED       USGS
 DQ0243  HISTORY     - 1935     GOOD             NGS
 DQ0243
 DQ0243                          STATION DESCRIPTION
 DQ0243
 DQ0243'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DQ0243'13.4 MI N FROM MILNESAND.
 DQ0243'13.4 MI. N. ALONG STATE NO. 18 AT PEP, 80 FT. S. OF STORE AND FILLING
 DQ0243'STA., 25 FT. S. AND 35 FT. W. OF THE CENTER LINE OF CROSSROADS, AND 4
 DQ0243'FT. S.W. OF A CORNER FENCE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0349 ***********************************************************************
 DS0349  DESIGNATION -  H 48
 DS0349  PID         -  DS0349
 DS0349  STATE/COUNTY-  NM/SIERRA
 DS0349  USGS QUAD   -  FIFTEENMILE LAKE (1982)
 DS0349
 DS0349                         *CURRENT SURVEY CONTROL
 DS0349  ___________________________________________________________________
 DS0349* NAD 83(1986)-  33 07 06.     (N)    106 20 49.     (W)     SCALED    
 DS0349* NAVD 88     -      1218.153  (meters)    3996.56   (feet)  ADJUSTED  
 DS0349  ___________________________________________________________________
 DS0349  GEOID HEIGHT-         -23.10  (meters)                     GEOID03
 DS0349  DYNAMIC HT  -        1216.393 (meters)    3990.78  (feet)  COMP
 DS0349  MODELED GRAV-     979,151.7   (mgal)                       NAVD 88
 DS0349
 DS0349  VERT ORDER  -  SECOND    CLASS 0
 DS0349
 DS0349.The horizontal coordinates were scaled from a topographic map and have
 DS0349.an estimated accuracy of +/- 6 seconds.
 DS0349
 DS0349.The orthometric height was determined by differential leveling
 DS0349.and adjusted by the National Geodetic Survey in June 1991..
 DS0349
 DS0349.The geoid height was determined by GEOID03.
 DS0349
 DS0349.The dynamic height is computed by dividing the NAVD 88
 DS0349.geopotential number by the normal gravity value computed on the
 DS0349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0349.degrees latitude (g = 980.6199 gals.).
 DS0349
 DS0349.The modeled gravity was interpolated from observed gravity values.
 DS0349
 DS0349;                    North         East    Units  Estimated Accuracy
 DS0349;SPC NM W     -   235,860.      968,720.      MT  (+/- 180 meters Scaled)
 DS0349
 DS0349                          SUPERSEDED SURVEY CONTROL
 DS0349
 DS0349  NGVD 29 (??/??/92) 1217.536  (m)         3994.53   (f) ADJ UNCH    2 0
 DS0349
 DS0349.Superseded values are not recommended for survey control.
 DS0349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0349.See file dsdata.txt to determine how the superseded data were derived.
 DS0349
 DS0349_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS743652(NAD 83)
 DS0349_MARKER: DB = BENCH MARK DISK
 DS0349_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0349_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0349_STAMPING: H 48 1934
 DS0349_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0349+STABILITY: SURFACE MOTION
 DS0349
 DS0349  HISTORY     - Date     Condition        Report By
 DS0349  HISTORY     - 1934     MONUMENTED       CGS
 DS0349  HISTORY     - 1965     GOOD             NGS
 DS0349
 DS0349                          STATION DESCRIPTION
 DS0349
 DS0349'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 DS0349'19.0 MI W FROM TULAROSA.
 DS0349'TO REACH FROM THE POST OFFICE IN TULAROSA, GO WEST ON HIGHWAY 52 FOR 8
 DS0349'MILES TO THE JUNCTION WITH WSMR 9, CONTINUE WEST ON HIGHWAY 52 FOR
 DS0349'11.0 MILES TO THE BENCH MARK ON THE RIGHT, NORTH OF THE HIGHWAY.  THE
 DS0349'BENCH MARK IS A STANDARD DISK SET IN A SQUARE CONCRETE POST, 144 FEET
 DS0349'NORTH OF THE CENTER OF THE HIGHWAY AND 1.5 FEET NORTH OF A WOODEN
 DS0349'WITNESS POST.  IT IS STAMPED H 48 1934 AND PROJECTS 10 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0095 ***********************************************************************
 CW0095  DESIGNATION -  H 49
 CW0095  PID         -  CW0095
 CW0095  STATE/COUNTY-  NM/EDDY
 CW0095  USGS QUAD   -  RED LAKE SE (1955)
 CW0095
 CW0095                         *CURRENT SURVEY CONTROL
 CW0095  ___________________________________________________________________
 CW0095* NAD 83(1986)-  32 49 10.     (N)    104 02 57.     (W)     SCALED    
 CW0095* NAVD 88     -      1096.262  (meters)    3596.65   (feet)  ADJUSTED  
 CW0095  ___________________________________________________________________
 CW0095  GEOID HEIGHT-         -22.91  (meters)                     GEOID03
 CW0095  DYNAMIC HT  -        1094.747 (meters)    3591.68  (feet)  COMP
 CW0095  MODELED GRAV-     979,218.8   (mgal)                       NAVD 88
 CW0095
 CW0095  VERT ORDER  -  FIRST     CLASS II
 CW0095
 CW0095.The horizontal coordinates were scaled from a topographic map and have
 CW0095.an estimated accuracy of +/- 6 seconds.
 CW0095
 CW0095.The orthometric height was determined by differential leveling
 CW0095.and adjusted by the National Geodetic Survey in June 1991..
 CW0095
 CW0095.The geoid height was determined by GEOID03.
 CW0095
 CW0095.The dynamic height is computed by dividing the NAVD 88
 CW0095.geopotential number by the normal gravity value computed on the
 CW0095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0095.degrees latitude (g = 980.6199 gals.).
 CW0095
 CW0095.The modeled gravity was interpolated from observed gravity values.
 CW0095
 CW0095;                    North         East    Units  Estimated Accuracy
 CW0095;SPC NM E     -   201,770.      191,610.      MT  (+/- 180 meters Scaled)
 CW0095
 CW0095                          SUPERSEDED SURVEY CONTROL
 CW0095
 CW0095  NGVD 29 (??/??/92) 1095.800  (m)         3595.14   (f) ADJ UNCH    1 2
 CW0095
 CW0095.Superseded values are not recommended for survey control.
 CW0095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0095.See file dsdata.txt to determine how the superseded data were derived.
 CW0095
 CW0095_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES890316(NAD 83)
 CW0095_MARKER: DD = SURVEY DISK
 CW0095_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CW0095_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CW0095_STAMPING: H 49, 1928
 CW0095_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CW0095+STABILITY: SURFACE MOTION
 CW0095
 CW0095  HISTORY     - Date     Condition        Report By
 CW0095  HISTORY     - 1928     MONUMENTED       USGS
 CW0095  HISTORY     - 1934     GOOD             NGS
 CW0095
 CW0095                          STATION DESCRIPTION
 CW0095
 CW0095'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CW0095'17.9 MI SW FROM MALJAMAR.
 CW0095'17.9 MILES S.W. ALONG HWY. NO. 83 ON STATE HWY. NO. 83, ABOUT 600 FEET
 CW0095'SOUTH OF TELEPHONE LINE AND 25 FEET SOUTH OF CENTER OF ANGLE IN
 CW0095'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0242 ***********************************************************************
 DQ0242  DESIGNATION -  H 49
 DQ0242  PID         -  DQ0242
 DQ0242  STATE/COUNTY-  NM/ROOSEVELT
 DQ0242  USGS QUAD   -  PEP (1972)
 DQ0242
 DQ0242                         *CURRENT SURVEY CONTROL
 DQ0242  ___________________________________________________________________
 DQ0242* NAD 83(1986)-  33 51 54.     (N)    103 20 09.     (W)     SCALED    
 DQ0242* NAVD 88     -      1307.761  (meters)    4290.55   (feet)  ADJUSTED  
 DQ0242  ___________________________________________________________________
 DQ0242  GEOID HEIGHT-         -22.60  (meters)                     GEOID03
 DQ0242  DYNAMIC HT  -        1306.023 (meters)    4284.84  (feet)  COMP
 DQ0242  MODELED GRAV-     979,261.1   (mgal)                       NAVD 88
 DQ0242
 DQ0242  VERT ORDER  -  SECOND    CLASS 0
 DQ0242
 DQ0242.The horizontal coordinates were scaled from a topographic map and have
 DQ0242.an estimated accuracy of +/- 6 seconds.
 DQ0242
 DQ0242.The orthometric height was determined by differential leveling
 DQ0242.and adjusted by the National Geodetic Survey in June 1991..
 DQ0242
 DQ0242.The geoid height was determined by GEOID03.
 DQ0242
 DQ0242.The dynamic height is computed by dividing the NAVD 88
 DQ0242.geopotential number by the normal gravity value computed on the
 DQ0242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0242.degrees latitude (g = 980.6199 gals.).
 DQ0242
 DQ0242.The modeled gravity was interpolated from observed gravity values.
 DQ0242
 DQ0242;                    North         East    Units  Estimated Accuracy
 DQ0242;SPC NM E     -   318,130.      257,290.      MT  (+/- 180 meters Scaled)
 DQ0242
 DQ0242                          SUPERSEDED SURVEY CONTROL
 DQ0242
 DQ0242  NGVD 29 (??/??/92) 1307.217  (m)         4288.76   (f) ADJ UNCH    2 0
 DQ0242
 DQ0242.Superseded values are not recommended for survey control.
 DQ0242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0242.See file dsdata.txt to determine how the superseded data were derived.
 DQ0242
 DQ0242_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFT539484(NAD 83)
 DQ0242_MARKER: DD = SURVEY DISK
 DQ0242_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0242_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DQ0242_STAMPING: H-49 1930
 DQ0242_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0242+STABILITY: SURFACE MOTION
 DQ0242
 DQ0242  HISTORY     - Date     Condition        Report By
 DQ0242  HISTORY     - 1930     MONUMENTED       USGS
 DQ0242  HISTORY     - 1935     GOOD             NGS
 DQ0242
 DQ0242                          STATION DESCRIPTION
 DQ0242
 DQ0242'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DQ0242'15.3 MI N FROM MILNESAND.
 DQ0242'15.3 MI. N. ALONG STATE NO. 18 2.0 MI. N. OF PEP, 5.0 MI. S. OF DORA,
 DQ0242'39 FT. E. OF THE CENTER LINE OF HWY., 31 FT. S. OF THE CENTER LINE OF
 DQ0242'A DIM CROSSROAD, 3 FT. W. OF THE FENCE LINE, AND AT A POINT WHERE
 DQ0242'THERE IS A T ANGLE IN FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0820 ***********************************************************************
 DS0820  DESIGNATION -  H 49
 DS0820  PID         -  DS0820
 DS0820  STATE/COUNTY-  NM/SIERRA
 DS0820  USGS QUAD   -  ENGLE (1985)
 DS0820
 DS0820                         *CURRENT SURVEY CONTROL
 DS0820  ___________________________________________________________________
 DS0820* NAD 83(1986)-  33 09 54.     (N)    107 01 51.     (W)     SCALED    
 DS0820* NAVD 88     -      1456.380  (meters)    4778.14   (feet)  ADJUSTED  
 DS0820  ___________________________________________________________________
 DS0820  GEOID HEIGHT-         -22.93  (meters)                     GEOID03
 DS0820  DYNAMIC HT  -        1454.252 (meters)    4771.16  (feet)  COMP
 DS0820  MODELED GRAV-     979,125.2   (mgal)                       NAVD 88
 DS0820
 DS0820  VERT ORDER  -  FIRST     CLASS II
 DS0820
 DS0820.The horizontal coordinates were scaled from a topographic map and have
 DS0820.an estimated accuracy of +/- 6 seconds.
 DS0820
 DS0820.The orthometric height was determined by differential leveling
 DS0820.and adjusted by the National Geodetic Survey in June 1991..
 DS0820.WARNING-Repeat measurements at this control monument indicate possible
 DS0820.vertical movement.
 DS0820
 DS0820.The geoid height was determined by GEOID03.
 DS0820
 DS0820.The dynamic height is computed by dividing the NAVD 88
 DS0820.geopotential number by the normal gravity value computed on the
 DS0820.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0820.degrees latitude (g = 980.6199 gals.).
 DS0820
 DS0820.The modeled gravity was interpolated from observed gravity values.
 DS0820
 DS0820;                    North         East    Units  Estimated Accuracy
 DS0820;SPC NM W     -   240,340.      904,850.      MT  (+/- 180 meters Scaled)
 DS0820
 DS0820                          SUPERSEDED SURVEY CONTROL
 DS0820
 DS0820  NGVD 29 (??/??/92) 1455.735  (m)         4776.02   (f) ADJ UNCH    1 2
 DS0820
 DS0820.Superseded values are not recommended for survey control.
 DS0820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0820.See file dsdata.txt to determine how the superseded data were derived.
 DS0820
 DS0820_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS106714(NAD 83)
 DS0820_MARKER: DB = BENCH MARK DISK
 DS0820_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0820_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0820_STAMPING: H 49 1934
 DS0820_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0820+STABILITY: SURFACE MOTION
 DS0820
 DS0820  HISTORY     - Date     Condition        Report By
 DS0820  HISTORY     - 1934     MONUMENTED       CGS
 DS0820  HISTORY     - 1952     GOOD             NGS
 DS0820
 DS0820                          STATION DESCRIPTION
 DS0820
 DS0820'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DS0820'0.8 MI S FROM ENGLE.
 DS0820'0.8 MILE SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD FROM
 DS0820'THE STATION AT ENGLE, 101 FEET NORTHEAST OF MILEPOST 1044, 77 FEET
 DS0820'WEST OF THE CENTER LINE OF A GRADED DIRT ROAD, 47 FEET EAST OF THE
 DS0820'EAST RAIL, 4 FEET NORTH OF A VERTICAL SECTION OF RAIL, 3 FEET WEST OF
 DS0820'A FENCE, 3 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 DS0820'POST WHICH PROJECTS 1.0 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0363 ***********************************************************************
 EP0363  DESIGNATION -  H 5
 EP0363  PID         -  EP0363
 EP0363  STATE/COUNTY-  NM/TORRANCE
 EP0363  USGS QUAD   -  PEDERNAL (1978)
 EP0363
 EP0363                         *CURRENT SURVEY CONTROL
 EP0363  ___________________________________________________________________
 EP0363* NAD 83(1986)-  34 37 51.     (N)    105 38 58.     (W)     SCALED    
 EP0363* NAVD 88     -      1941.710  (meters)    6370.43   (feet)  ADJUSTED  
 EP0363  ___________________________________________________________________
 EP0363  GEOID HEIGHT-         -19.75  (meters)                     GEOID03
 EP0363  DYNAMIC HT  -        1938.955 (meters)    6361.39  (feet)  COMP
 EP0363  MODELED GRAV-     979,145.9   (mgal)                       NAVD 88
 EP0363
 EP0363  VERT ORDER  -  FIRST     CLASS II
 EP0363
 EP0363.The horizontal coordinates were scaled from a topographic map and have
 EP0363.an estimated accuracy of +/- 6 seconds.
 EP0363
 EP0363.The orthometric height was determined by differential leveling
 EP0363.and adjusted by the National Geodetic Survey in June 1991..
 EP0363
 EP0363.The geoid height was determined by GEOID03.
 EP0363
 EP0363.The dynamic height is computed by dividing the NAVD 88
 EP0363.geopotential number by the normal gravity value computed on the
 EP0363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EP0363.degrees latitude (g = 980.6199 gals.).
 EP0363
 EP0363.The modeled gravity was interpolated from observed gravity values.
 EP0363
 EP0363;                    North         East    Units  Estimated Accuracy
 EP0363;SPC NM C     -   402,790.      555,060.      MT  (+/- 180 meters Scaled)
 EP0363
 EP0363                          SUPERSEDED SURVEY CONTROL
 EP0363
 EP0363  NGVD 29 (??/??/92) 1940.892  (m)         6367.74   (f) ADJ UNCH    1 2
 EP0363
 EP0363.Superseded values are not recommended for survey control.
 EP0363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EP0363.See file dsdata.txt to determine how the superseded data were derived.
 EP0363
 EP0363_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDU404322(NAD 83)
 EP0363_MARKER: DB = BENCH MARK DISK
 EP0363_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EP0363_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EP0363_STAMPING: H 5 1911 6367.792
 EP0363_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EP0363
 EP0363  HISTORY     - Date     Condition        Report By
 EP0363  HISTORY     - 1911     MONUMENTED       CGS
 EP0363  HISTORY     - 1958     GOOD             NGS
 EP0363
 EP0363                          STATION DESCRIPTION
 EP0363
 EP0363'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 EP0363'11.8 MI W FROM ENCINO.
 EP0363'ABOUT 11.8 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 EP0363'FROM THE STATION AT ENCINO, 18 POLES NORTHEAST OF MILEPOST 816, 96
 EP0363'FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE MAIN TRACK, 127 FEET
 EP0363'EAST-SOUTHEAST OF AND ACROSS THE TRACK FROM THE PEDERNAL SIDING SIGN,
 EP0363'28 FEET EAST OF THE EAST CORNER OF A PHONE BOOTH, 2 FEET NORTHWEST OF
 EP0363'A FENCE, 1 FOOT EAST OF A WHITE WOODEN WITNESS POST, AND ON THE TOP OF
 EP0363'AN IRON PIPE PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0378 ***********************************************************************
 GM0378  DESIGNATION -  H 5
 GM0378  PID         -  GM0378
 GM0378  STATE/COUNTY-  NM/RIO ARRIBA
 GM0378  USGS QUAD   -  VELARDE (1995)
 GM0378
 GM0378                         *CURRENT SURVEY CONTROL
 GM0378  ___________________________________________________________________
 GM0378* NAD 83(1986)-  36 09 25.     (N)    105 58 37.     (W)     SCALED    
 GM0378* NAVD 88     -      1755.641  (meters)    5759.97   (feet)  ADJUSTED  
 GM0378  ___________________________________________________________________
 GM0378  GEOID HEIGHT-         -18.62  (meters)                     GEOID03
 GM0378  DYNAMIC HT  -        1753.303 (meters)    5752.29  (feet)  COMP
 GM0378  MODELED GRAV-     979,239.5   (mgal)                       NAVD 88
 GM0378
 GM0378  VERT ORDER  -  FIRST     CLASS II
 GM0378
 GM0378.The horizontal coordinates were scaled from a topographic map and have
 GM0378.an estimated accuracy of +/- 6 seconds.
 GM0378
 GM0378.The orthometric height was determined by differential leveling
 GM0378.and adjusted by the National Geodetic Survey in June 1991..
 GM0378
 GM0378.The geoid height was determined by GEOID03.
 GM0378
 GM0378.The dynamic height is computed by dividing the NAVD 88
 GM0378.geopotential number by the normal gravity value computed on the
 GM0378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GM0378.degrees latitude (g = 980.6199 gals.).
 GM0378
 GM0378.The modeled gravity was interpolated from observed gravity values.
 GM0378
 GM0378;                    North         East    Units  Estimated Accuracy
 GM0378;SPC NM C     -   571,960.      524,570.      MT  (+/- 180 meters Scaled)
 GM0378
 GM0378                          SUPERSEDED SURVEY CONTROL
 GM0378
 GM0378  NGVD 29 (??/??/92) 1754.616  (m)         5756.60   (f) ADJ UNCH    1 2
 GM0378
 GM0378.Superseded values are not recommended for survey control.
 GM0378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0378.See file dsdata.txt to determine how the superseded data were derived.
 GM0378
 GM0378_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDA121017(NAD 83)
 GM0378_MARKER: DD = SURVEY DISK
 GM0378_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GM0378_SP_SET: STEP
 GM0378_STAMPING: H 5 1927
 GM0378_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GM0378
 GM0378  HISTORY     - Date     Condition        Report By
 GM0378  HISTORY     - 1927     MONUMENTED       USGS
 GM0378  HISTORY     - 1934     GOOD             NGS
 GM0378  HISTORY     - 1943     POOR             USPSQD
 GM0378  HISTORY     - 1981     MARK NOT FOUND   NGS
 GM0378
 GM0378                          STATION DESCRIPTION
 GM0378
 GM0378'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GM0378'IN VELARDE.
 GM0378'AT VELARDE, ON THE WEST SIDE OF FORKS OF THE ROAD, 400 FEET SOUTH OF
 GM0378'THE UNITED BRETHERN CHURCH, AT THE POST OFFICE, A STANDARD USGS
 GM0378'STANDARD DISK SET IN THE SOUTHEAST CORNER OF THE CONCRETE STEP.
 GM0378
 GM0378                          STATION RECOVERY (1943)
 GM0378
 GM0378'RECOVERY NOTE BY US POWER SQUADRON 1943
 GM0378'MARK RECOVERED IN POOR CONDITION.
 GM0378
 GM0378                          STATION RECOVERY (1981)
 GM0378
 GM0378'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 GM0378'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0093 ***********************************************************************
 CW0093  DESIGNATION -  H 50
 CW0093  PID         -  CW0093
 CW0093  STATE/COUNTY-  NM/EDDY
 CW0093  USGS QUAD   -  RED LAKE SE (1955)
 CW0093
 CW0093                         *CURRENT SURVEY CONTROL
 CW0093  ___________________________________________________________________
 CW0093* NAD 83(1986)-  32 48 18.     (N)    104 05 38.     (W)     SCALED    
 CW0093* NAVD 88     -      1095.708  (meters)    3594.84   (feet)  ADJUSTED  
 CW0093  ___________________________________________________________________
 CW0093  GEOID HEIGHT-         -22.98  (meters)                     GEOID03
 CW0093  DYNAMIC HT  -        1094.192 (meters)    3589.86  (feet)  COMP
 CW0093  MODELED GRAV-     979,215.8   (mgal)                       NAVD 88
 CW0093
 CW0093  VERT ORDER  -  FIRST     CLASS II
 CW0093
 CW0093.The horizontal coordinates were scaled from a topographic map and have
 CW0093.an estimated accuracy of +/- 6 seconds.
 CW0093
 CW0093.The orthometric height was determined by differential leveling
 CW0093.and adjusted by the National Geodetic Survey in June 1991..
 CW0093
 CW0093.The geoid height was determined by GEOID03.
 CW0093
 CW0093.The dynamic height is computed by dividing the NAVD 88
 CW0093.geopotential number by the normal gravity value computed on the
 CW0093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0093.degrees latitude (g = 980.6199 gals.).
 CW0093
 CW0093.The modeled gravity was interpolated from observed gravity values.
 CW0093
 CW0093;                    North         East    Units  Estimated Accuracy
 CW0093;SPC NM E     -   200,160.      187,420.      MT  (+/- 180 meters Scaled)
 CW0093
 CW0093                          SUPERSEDED SURVEY CONTROL
 CW0093
 CW0093  NGVD 29 (??/??/92) 1095.242  (m)         3593.31   (f) ADJ UNCH    1 2
 CW0093
 CW0093.Superseded values are not recommended for survey control.
 CW0093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0093.See file dsdata.txt to determine how the superseded data were derived.
 CW0093
 CW0093_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES848300(NAD 83)
 CW0093_MARKER: DD = SURVEY DISK
 CW0093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CW0093_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CW0093_STAMPING: H 50, 1928
 CW0093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CW0093+STABILITY: SURFACE MOTION
 CW0093
 CW0093  HISTORY     - Date     Condition        Report By
 CW0093  HISTORY     - 1928     MONUMENTED       USGS
 CW0093  HISTORY     - 1934     GOOD             NGS
 CW0093
 CW0093                          STATION DESCRIPTION
 CW0093
 CW0093'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CW0093'19.5 MI E FROM ARTESIA.
 CW0093'19.5 MILES EAST OF DEPOT ALONG HWY. NO. 83.  ON STATE HIGHWAY NO. 83,
 CW0093'0.7 MILE EAST OF CATTLE GUARD, 30 FEET WEST OF CROSS-ROAD AND 36 FEET
 CW0093'NORTH OF CENTERLINE OF HWY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0239 ***********************************************************************
 DQ0239  DESIGNATION -  H 50
 DQ0239  PID         -  DQ0239
 DQ0239  STATE/COUNTY-  NM/ROOSEVELT
 DQ0239  USGS QUAD   -  DORA (1984)
 DQ0239
 DQ0239                         *CURRENT SURVEY CONTROL
 DQ0239  ___________________________________________________________________
 DQ0239* NAD 83(1992)-  33 54 34.37001(N)    103 20 10.40098(W)     ADJUSTED  
 DQ0239* NAVD 88     -      1318.860  (meters)    4326.96   (feet)  ADJUSTED  
 DQ0239  ___________________________________________________________________
 DQ0239  LAPLACE CORR-          -0.29  (seconds)                    DEFLEC99
 DQ0239  GEOID HEIGHT-         -22.60  (meters)                     GEOID03
 DQ0239  DYNAMIC HT  -        1317.117 (meters)    4321.24  (feet)  COMP
 DQ0239  MODELED GRAV-     979,267.9   (mgal)                       NAVD 88
 DQ0239
 DQ0239  HORZ ORDER  -  SECOND
 DQ0239  VERT ORDER  -  SECOND    CLASS 0
 DQ0239
 DQ0239.The horizontal coordinates were established by classical geodetic methods
 DQ0239.and adjusted by the National Geodetic Survey in December 1993..
 DQ0239
 DQ0239.The orthometric height was determined by differential leveling
 DQ0239.and adjusted by the National Geodetic Survey in June 1991..
 DQ0239
 DQ0239.The Laplace correction was computed from DEFLEC99 derived deflections.
 DQ0239
 DQ0239.The geoid height was determined by GEOID03.
 DQ0239
 DQ0239.The dynamic height is computed by dividing the NAVD 88
 DQ0239.geopotential number by the normal gravity value computed on the
 DQ0239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0239.degrees latitude (g = 980.6199 gals.).
 DQ0239
 DQ0239.The modeled gravity was interpolated from observed gravity values.
 DQ0239
 DQ0239;                    North         East     Units Scale Factor Converg.
 DQ0239;SPC NM E     -   323,072.267   257,208.784   MT  1.00001387   +0 33 22.7
 DQ0239;SPC NM E     - 1,059,946.26    843,859.15   sFT  1.00001387   +0 33 22.7
 DQ0239;UTM  13      - 3,753,372.959   653,817.138   MT  0.99989167   +0 55 42.2
 DQ0239
 DQ0239!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ0239!SPC NM E     -   0.99979655  x   1.00001387  =   0.99981041
 DQ0239!UTM  13      -   0.99979655  x   0.99989167  =   0.99968824
 DQ0239
 DQ0239                          SUPERSEDED SURVEY CONTROL
 DQ0239
 DQ0239  NAD 83(1986)-  33 54 34.37686(N)    103 20 10.39515(W) AD(       ) 2
 DQ0239  NAD 27      -  33 54 34.06200(N)    103 20 08.56900(W) AD(       ) 2
 DQ0239  NGVD 29 (??/??/92) 1318.317  (m)         4325.18   (f) ADJ UNCH    2 0
 DQ0239
 DQ0239.Superseded values are not recommended for survey control.
 DQ0239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0239.See file dsdata.txt to determine how the superseded data were derived.
 DQ0239
 DQ0239_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFT5381753373(NAD 83)
 DQ0239_MARKER: DD = SURVEY DISK
 DQ0239_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0239_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DQ0239_STAMPING: H-50 1930
 DQ0239_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0239+STABILITY: SURFACE MOTION
 DQ0239
 DQ0239  HISTORY     - Date     Condition        Report By
 DQ0239  HISTORY     - 1930     MONUMENTED       USGS
 DQ0239  HISTORY     - 1935     GOOD             CGS
 DQ0239  HISTORY     - 1935     GOOD             NGS
 DQ0239
 DQ0239                          STATION DESCRIPTION
 DQ0239
 DQ0239'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 DQ0239'USGS H-50 1930 IS A STANDARD U.S. GEOLOGICAL
 DQ0239'SURVEY BENCH MARK DISK, SET IN THE TOP OF 6 X 6-INCH SQUARE CONCRETE
 DQ0239'POST THAT PROJECTS 12-INCHES AND IS STAMPED H 50 1930.  IT IS 52
 DQ0239'FEET EAST OF THE CENTER-LINE OF STATE HIGHWAY 18, 32 FEET NORTH OF
 DQ0239'THE CENTER OF GRADED ROAD, 11.5 FEET EAST OF THE FENCE-CORNER
 DQ0239'POST AND 1 FOOT SOUTH OF THE FENCE-LINE.  NOTE--THE EAST-WEST
 DQ0239'FENCE-LINE IS ON LINE TO THE STATION AND THE DISTANCE CAN NOT BE
 DQ0239'TAPED DUE TO FENCE-LINE.
 DQ0239
 DQ0239                          STATION RECOVERY (1935)
 DQ0239
 DQ0239'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 DQ0239'18.3 MI N FROM MILNESAND.
 DQ0239'18.3 MI. N. ALONG STATE NO. 18 (18.4 MI. S. OF PORTALES) 2.0 MI.S. OF
 DQ0239'DORA, 51 FT. E. AND 19 FT. N. OF THE CENTER OF A CROSSROAD, 21 FT. E.
 DQ0239'AND 2 FT. N. OF A CORNER FENCE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0091 ***********************************************************************
 CW0091  DESIGNATION -  H 51
 CW0091  PID         -  CW0091
 CW0091  STATE/COUNTY-  NM/EDDY
 CW0091  USGS QUAD   -  RED LAKE (1975)
 CW0091
 CW0091                         *CURRENT SURVEY CONTROL
 CW0091  ___________________________________________________________________
 CW0091* NAD 83(1986)-  32 47 42.     (N)    104 08 16.     (W)     SCALED    
 CW0091* NAVD 88     -      1120.405  (meters)    3675.86   (feet)  ADJUSTED  
 CW0091  ___________________________________________________________________
 CW0091  GEOID HEIGHT-         -23.03  (meters)                     GEOID03
 CW0091  DYNAMIC HT  -        1118.853 (meters)    3670.77  (feet)  COMP
 CW0091  MODELED GRAV-     979,214.6   (mgal)                       NAVD 88
 CW0091
 CW0091  VERT ORDER  -  FIRST     CLASS II
 CW0091
 CW0091.The horizontal coordinates were scaled from a topographic map and have
 CW0091.an estimated accuracy of +/- 6 seconds.
 CW0091
 CW0091.The orthometric height was determined by differential leveling
 CW0091.and adjusted by the National Geodetic Survey in June 1991..
 CW0091
 CW0091.The geoid height was determined by GEOID03.
 CW0091
 CW0091.The dynamic height is computed by dividing the NAVD 88
 CW0091.geopotential number by the normal gravity value computed on the
 CW0091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0091.degrees latitude (g = 980.6199 gals.).
 CW0091
 CW0091.The modeled gravity was interpolated from observed gravity values.
 CW0091
 CW0091;                    North         East    Units  Estimated Accuracy
 CW0091;SPC NM E     -   199,040.      183,320.      MT  (+/- 180 meters Scaled)
 CW0091
 CW0091                          SUPERSEDED SURVEY CONTROL
 CW0091
 CW0091  NGVD 29 (??/??/92) 1119.931  (m)         3674.31   (f) ADJ UNCH    1 2
 CW0091
 CW0091.Superseded values are not recommended for survey control.
 CW0091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0091.See file dsdata.txt to determine how the superseded data were derived.
 CW0091
 CW0091_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES807288(NAD 83)
 CW0091_MARKER: DD = SURVEY DISK
 CW0091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CW0091_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CW0091_STAMPING: H 51 1928
 CW0091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CW0091+STABILITY: SURFACE MOTION
 CW0091
 CW0091  HISTORY     - Date     Condition        Report By
 CW0091  HISTORY     - 1928     MONUMENTED       USGS
 CW0091  HISTORY     - 1941     GOOD             NGS
 CW0091
 CW0091                          STATION DESCRIPTION
 CW0091
 CW0091'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 CW0091'16.3 MI E FROM ARTESIA.
 CW0091'TO REACH BENCH MARK FROM THE RAILROAD STATION IN ARTESIA, PROCEED EAST
 CW0091'ON STATE HIGHWAY NO. 83, GO 15.1 MILES TO INTERSECTION OF ROAD THROUGH
 CW0091'TURKEY TRACK.  THENCE, TURN RIGHT (SOUTH), GO 0.6 MILES TO THE OLD
 CW0091'HIGHWAY.  THENCE, TURN LEFT (EAST) ONTO OLD HIGHWAY, GO 0.6 MILES TO
 CW0091'SITE OF BENCH MARK.  BENCH MARK IS 0.6 MILES EAST OF INTERSECTION OF
 CW0091'ROAD LEADING NORTH THROUGH THE TURKEY TRACK.  30 FEET NORTH OF AND
 CW0091'ABOUT 1 FOOT ABOVE THE CENTER LINE OF THE OLD HIGHWAY. 3 FEET WEST OF
 CW0091'A 4 X 4 INCH WOODEN MARKER POST.  THE MONUMENT PROJECTS 0.5 FOOT. A
 CW0091'STANDARD USGS TABLET IS SET HORIZONTALLY IN CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0238 ***********************************************************************
 DQ0238  DESIGNATION -  H 51
 DQ0238  PID         -  DQ0238
 DQ0238  STATE/COUNTY-  NM/ROOSEVELT
 DQ0238  USGS QUAD   -  DORA (1984)
 DQ0238
 DQ0238                         *CURRENT SURVEY CONTROL
 DQ0238  ___________________________________________________________________
 DQ0238* NAD 83(1986)-  33 56 12.     (N)    103 20 09.     (W)     SCALED    
 DQ0238* NAVD 88     -      1309.106  (meters)    4294.96   (feet)  ADJUSTED  
 DQ0238  ___________________________________________________________________
 DQ0238  GEOID HEIGHT-         -22.61  (meters)                     GEOID03
 DQ0238  DYNAMIC HT  -        1307.383 (meters)    4289.31  (feet)  COMP
 DQ0238  MODELED GRAV-     979,273.3   (mgal)                       NAVD 88
 DQ0238
 DQ0238  VERT ORDER  -  SECOND    CLASS 0
 DQ0238
 DQ0238.The horizontal coordinates were scaled from a topographic map and have
 DQ0238.an estimated accuracy of +/- 6 seconds.
 DQ0238
 DQ0238.The orthometric height was determined by differential leveling
 DQ0238.and adjusted by the National Geodetic Survey in June 1991..
 DQ0238
 DQ0238.The geoid height was determined by GEOID03.
 DQ0238
 DQ0238.The dynamic height is computed by dividing the NAVD 88
 DQ0238.geopotential number by the normal gravity value computed on the
 DQ0238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0238.degrees latitude (g = 980.6199 gals.).
 DQ0238
 DQ0238.The modeled gravity was interpolated from observed gravity values.
 DQ0238
 DQ0238;                    North         East    Units  Estimated Accuracy
 DQ0238;SPC NM E     -   326,080.      257,220.      MT  (+/- 180 meters Scaled)
 DQ0238
 DQ0238                          SUPERSEDED SURVEY CONTROL
 DQ0238
 DQ0238  NGVD 29 (??/??/92) 1308.563  (m)         4293.18   (f) ADJ UNCH    2 0
 DQ0238
 DQ0238.Superseded values are not recommended for survey control.
 DQ0238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0238.See file dsdata.txt to determine how the superseded data were derived.
 DQ0238
 DQ0238_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFT538563(NAD 83)
 DQ0238_MARKER: DD = SURVEY DISK
 DQ0238_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0238_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DQ0238_STAMPING: H-51 1930
 DQ0238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0238+STABILITY: SURFACE MOTION
 DQ0238
 DQ0238  HISTORY     - Date     Condition        Report By
 DQ0238  HISTORY     - 1930     MONUMENTED       USGS
 DQ0238  HISTORY     - 1935     GOOD             NGS
 DQ0238
 DQ0238                          STATION DESCRIPTION
 DQ0238
 DQ0238'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DQ0238'16.5 MI S FROM PORTALES.
 DQ0238'16.5 MI. S. ALONG STATE NO. 18 AT DORA, 630 FT. S. OF CROSSROADS, 75
 DQ0238'FT. S.W. OF CHURCH OF CHRIST, 36 FT. E. OF THE CENTER LINE OF THE
 DQ0238'HWY., AND 4 FT. S.E. OF CORNER FENCE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0089 ***********************************************************************
 CW0089  DESIGNATION -  H 52
 CW0089  PID         -  CW0089
 CW0089  STATE/COUNTY-  NM/EDDY
 CW0089  USGS QUAD   -  RED LAKE (1975)
 CW0089
 CW0089                         *CURRENT SURVEY CONTROL
 CW0089  ___________________________________________________________________
 CW0089* NAD 83(1986)-  32 47 12.     (N)    104 10 56.     (W)     SCALED    
 CW0089* NAVD 88     -      1119.113  (meters)    3671.62   (feet)  ADJUSTED  
 CW0089  ___________________________________________________________________
 CW0089  GEOID HEIGHT-         -23.07  (meters)                     GEOID03
 CW0089  DYNAMIC HT  -        1117.563 (meters)    3666.54  (feet)  COMP
 CW0089  MODELED GRAV-     979,214.7   (mgal)                       NAVD 88
 CW0089
 CW0089  VERT ORDER  -  FIRST     CLASS II
 CW0089
 CW0089.The horizontal coordinates were scaled from a topographic map and have
 CW0089.an estimated accuracy of +/- 6 seconds.
 CW0089
 CW0089.The orthometric height was determined by differential leveling
 CW0089.and adjusted by the National Geodetic Survey in June 1991..
 CW0089
 CW0089.The geoid height was determined by GEOID03.
 CW0089
 CW0089.The dynamic height is computed by dividing the NAVD 88
 CW0089.geopotential number by the normal gravity value computed on the
 CW0089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0089.degrees latitude (g = 980.6199 gals.).
 CW0089
 CW0089.The modeled gravity was interpolated from observed gravity values.
 CW0089
 CW0089;                    North         East    Units  Estimated Accuracy
 CW0089;SPC NM E     -   198,110.      179,150.      MT  (+/- 180 meters Scaled)
 CW0089
 CW0089                          SUPERSEDED SURVEY CONTROL
 CW0089
 CW0089  NGVD 29 (??/??/92) 1118.637  (m)         3670.06   (f) ADJ UNCH    1 2
 CW0089
 CW0089.Superseded values are not recommended for survey control.
 CW0089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0089.See file dsdata.txt to determine how the superseded data were derived.
 CW0089
 CW0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES765279(NAD 83)
 CW0089_MARKER: DD = SURVEY DISK
 CW0089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CW0089_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CW0089_STAMPING: H 52, 1928
 CW0089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CW0089+STABILITY: SURFACE MOTION
 CW0089
 CW0089  HISTORY     - Date     Condition        Report By
 CW0089  HISTORY     - 1928     MONUMENTED       USGS
 CW0089  HISTORY     - 1934     GOOD             NGS
 CW0089
 CW0089                          STATION DESCRIPTION
 CW0089
 CW0089'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CW0089'14.1 MI E FROM ARTESIA.
 CW0089'14.1 MILES EAST OF DEPOT ALONG HWY. NO. 83 ON STATE HIGHWAY NO. 83,
 CW0089'120 FEET NORTH OF RESIDENCE OF OIL FIELD EMPLOYEE, 40 FEET NORTH OF
 CW0089'CENTERLINE OF HIGHWAY AND IN TRIANGLE FORMED BY ROADS TO NORTHEAST AND
 CW0089'NORTHWEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0236 ***********************************************************************
 DQ0236  DESIGNATION -  H 52
 DQ0236  PID         -  DQ0236
 DQ0236  STATE/COUNTY-  NM/ROOSEVELT
 DQ0236  USGS QUAD   -  DORA (1984)
 DQ0236
 DQ0236                         *CURRENT SURVEY CONTROL
 DQ0236  ___________________________________________________________________
 DQ0236* NAD 83(1986)-  33 59 47.     (N)    103 20 08.     (W)     SCALED    
 DQ0236* NAVD 88     -      1282.821  (meters)    4208.72   (feet)  ADJUSTED  
 DQ0236  ___________________________________________________________________
 DQ0236  GEOID HEIGHT-         -22.64  (meters)                     GEOID03
 DQ0236  DYNAMIC HT  -        1281.148 (meters)    4203.23  (feet)  COMP
 DQ0236  MODELED GRAV-     979,286.6   (mgal)                       NAVD 88
 DQ0236
 DQ0236  VERT ORDER  -  SECOND    CLASS 0
 DQ0236
 DQ0236.The horizontal coordinates were scaled from a topographic map and have
 DQ0236.an estimated accuracy of +/- 6 seconds.
 DQ0236
 DQ0236.The orthometric height was determined by differential leveling
 DQ0236.and adjusted by the National Geodetic Survey in June 1991..
 DQ0236
 DQ0236.The geoid height was determined by GEOID03.
 DQ0236
 DQ0236.The dynamic height is computed by dividing the NAVD 88
 DQ0236.geopotential number by the normal gravity value computed on the
 DQ0236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0236.degrees latitude (g = 980.6199 gals.).
 DQ0236
 DQ0236.The modeled gravity was interpolated from observed gravity values.
 DQ0236
 DQ0236;                    North         East    Units  Estimated Accuracy
 DQ0236;SPC NM E     -   332,710.      257,180.      MT  (+/- 180 meters Scaled)
 DQ0236
 DQ0236                          SUPERSEDED SURVEY CONTROL
 DQ0236
 DQ0236  NGVD 29 (??/??/92) 1282.286  (m)         4206.97   (f) ADJ UNCH    2 0
 DQ0236
 DQ0236.Superseded values are not recommended for survey control.
 DQ0236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0236.See file dsdata.txt to determine how the superseded data were derived.
 DQ0236
 DQ0236_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFT537630(NAD 83)
 DQ0236_MARKER: DD = SURVEY DISK
 DQ0236_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0236_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DQ0236_STAMPING: H-52 1930
 DQ0236_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0236+STABILITY: SURFACE MOTION
 DQ0236
 DQ0236  HISTORY     - Date     Condition        Report By
 DQ0236  HISTORY     - 1930     MONUMENTED       USGS
 DQ0236  HISTORY     - 1935     GOOD             NGS
 DQ0236
 DQ0236                          STATION DESCRIPTION
 DQ0236
 DQ0236'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DQ0236'12.4 MI S FROM PORTALES.
 DQ0236'12.4 MI. S. ALONG STATE NO. 18 50 FT. S. OF THE CENTER LINE OF A
 DQ0236'CROSSROAD 40 FT. E. OF THE CENTER LINE OF HWY., 21 FT. S. OF CORNER
 DQ0236'FENCE POST, AND 1 FT. W. OF FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0087 ***********************************************************************
 CW0087  DESIGNATION -  H 53
 CW0087  PID         -  CW0087
 CW0087  STATE/COUNTY-  NM/EDDY
 CW0087  USGS QUAD   -  RED LAKE (1975)
 CW0087
 CW0087                         *CURRENT SURVEY CONTROL
 CW0087  ___________________________________________________________________
 CW0087* NAD 83(1992)-  32 47 14.98804(N)    104 13 28.90633(W)     ADJUSTED  
 CW0087* NAVD 88     -      1120.520  (meters)    3676.24   (feet)  ADJUSTED  
 CW0087  ___________________________________________________________________
 CW0087  LAPLACE CORR-           1.31  (seconds)                    DEFLEC99
 CW0087  GEOID HEIGHT-         -23.11  (meters)                     GEOID03
 CW0087  DYNAMIC HT  -        1118.968 (meters)    3671.15  (feet)  COMP
 CW0087  MODELED GRAV-     979,214.1   (mgal)                       NAVD 88
 CW0087
 CW0087  HORZ ORDER  -  THIRD
 CW0087  VERT ORDER  -  FIRST     CLASS II
 CW0087
 CW0087.The horizontal coordinates were established by classical geodetic methods
 CW0087.and adjusted by the National Geodetic Survey in December 1993..
 CW0087
 CW0087.The orthometric height was determined by differential leveling
 CW0087.and adjusted by the National Geodetic Survey in June 1991..
 CW0087
 CW0087.The Laplace correction was computed from DEFLEC99 derived deflections.
 CW0087
 CW0087.The geoid height was determined by GEOID03.
 CW0087
 CW0087.The dynamic height is computed by dividing the NAVD 88
 CW0087.geopotential number by the normal gravity value computed on the
 CW0087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0087.degrees latitude (g = 980.6199 gals.).
 CW0087
 CW0087.The modeled gravity was interpolated from observed gravity values.
 CW0087
 CW0087;                    North         East     Units Scale Factor Converg.
 CW0087;SPC NM E     -   198,193.761   175,175.834   MT  0.99991037   +0 03 31.8
 CW0087;SPC NM E     -   650,240.70    574,722.72   sFT  0.99991037   +0 03 31.8
 CW0087;UTM  13      - 3,627,995.211   572,599.695   MT  0.99966499   +0 25 11.5
 CW0087
 CW0087!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CW0087!SPC NM E     -   0.99982773  x   0.99991037  =   0.99973812
 CW0087!UTM  13      -   0.99982773  x   0.99966499  =   0.99949278
 CW0087
 CW0087                          SUPERSEDED SURVEY CONTROL
 CW0087
 CW0087  NAD 83(1986)-  32 47 14.99332(N)    104 13 28.89734(W) AD(       ) 3
 CW0087  NGVD 29 (??/??/92) 1120.041  (m)         3674.67   (f) ADJ UNCH    1 2
 CW0087
 CW0087.Superseded values are not recommended for survey control.
 CW0087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0087.See file dsdata.txt to determine how the superseded data were derived.
 CW0087
 CW0087_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES7260027995(NAD 83)
 CW0087_MARKER: DD = SURVEY DISK
 CW0087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CW0087_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CW0087_STAMPING: H 53 1928
 CW0087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CW0087+STABILITY: SURFACE MOTION
 CW0087
 CW0087  HISTORY     - Date     Condition        Report By
 CW0087  HISTORY     - 1948     MONUMENTED       USGS
 CW0087  HISTORY     - 1934     GOOD             NGS
 CW0087
 CW0087                          STATION DESCRIPTION
 CW0087
 CW0087'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 CW0087'STATION IS LOCATED IN SEC. 36, T 17 S, R 27 E, ABOUT 410 FT. W. OF E.
 CW0087'LINE AND 1525 FT. N. OF S. LINE, 1584.6 FT. N. 15 DEGREES W. (TRUE
 CW0087'BEARING) FROM TOWNSHIP CORNER, 331 FT. SW. OF RD. INTERSECTION, 209
 CW0087'FT. W. OF RD. INTERSECTION, 11 FT. S. OF CENTER OF E-W. RD., 21 FT. E.
 CW0087'OF CENTER OF NW-SE. RD., ABOUT 10 MI. E. AND 4 MI. S. OF ARTESIA.
 CW0087'
 CW0087'TO REACH STATION FROM JUNCTION OF U.S. HIGHWAY 285 AND STATE HIGHWAY
 CW0087'83 IN ARTESIA, FOLLOW STATE HIGHWAY 83 E. FOR ABOUT 11 MI. TO
 CW0087'JUNCTION OF MAIN RD. THROUGH CATTLEGUARD SE. INTO OIL FIELDS, TURN
 CW0087'SE. AND FOLLOW MAIN RD. FOR ABOUT 2 MI. TO RD. JUNCTION.  STATION IS
 CW0087'IN SE. INTERSECTION.
 CW0087'
 CW0087'STATION MARK--STANDARD TABLET STAMPED---H 53 1928---, IN TOP OF
 CW0087'CONCRETE POST.
 CW0087'
 CW0087'REFERENCE MARK NO. 1--STANDARD GLO IRON PIPE WITH BRONZE TABLET
 CW0087'TOWNSHIP CORNER STAMPED---SECS. 36, 31, 6, AND 1, T 17 AND 18 S,
 CW0087'R 27 AND 28 E---, 1584.6 FT. FROM STATION
 CW0087'
 CW0087'REFERENCE MARK NO. 2--STEEL ROD DRIVEN IN GROUND W. OF INTERSECTION,
 CW0087'69.4 FT. FROM STATION
 CW0087'SECONDS.
 CW0087
 CW0087                          STATION RECOVERY (1934)
 CW0087
 CW0087'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 CW0087'11.6 MI E FROM ARTESIA.
 CW0087'11.6 MILES EAST OF DEPOT ALONG HWY. NO. 83 ON STATE HWY. NO. 83 AT
 CW0087'INTERSECTION OF ROAD TO OIL FIELDS, 90 FEET SOUTH OF CENTERLINE OF
 CW0087'HIGHWAY AND 34 FEET EAST OF CENTERLINE OF OIL FIELD ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0412 ***********************************************************************
 EO0412  DESIGNATION -  H 53
 EO0412  PID         -  EO0412
 EO0412  STATE/COUNTY-  NM/ROOSEVELT
 EO0412  USGS QUAD   -  PORTALES SE (1985)
 EO0412
 EO0412                         *CURRENT SURVEY CONTROL
 EO0412  ___________________________________________________________________
 EO0412* NAD 83(1986)-  34 02 23.     (N)    103 20 06.     (W)     SCALED    
 EO0412* NAVD 88     -      1269.146  (meters)    4163.86   (feet)  ADJUSTED  
 EO0412  ___________________________________________________________________
 EO0412  GEOID HEIGHT-         -22.68  (meters)                     GEOID03
 EO0412  DYNAMIC HT  -        1267.501 (meters)    4158.46  (feet)  COMP
 EO0412  MODELED GRAV-     979,295.6   (mgal)                       NAVD 88
 EO0412
 EO0412  VERT ORDER  -  SECOND    CLASS 0
 EO0412
 EO0412.The horizontal coordinates were scaled from a topographic map and have
 EO0412.an estimated accuracy of +/- 6 seconds.
 EO0412
 EO0412.The orthometric height was determined by differential leveling
 EO0412.and adjusted by the National Geodetic Survey in June 1991..
 EO0412
 EO0412.The geoid height was determined by GEOID03.
 EO0412
 EO0412.The dynamic height is computed by dividing the NAVD 88
 EO0412.geopotential number by the normal gravity value computed on the
 EO0412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0412.degrees latitude (g = 980.6199 gals.).
 EO0412
 EO0412.The modeled gravity was interpolated from observed gravity values.
 EO0412
 EO0412;                    North         East    Units  Estimated Accuracy
 EO0412;SPC NM E     -   337,510.      257,180.      MT  (+/- 180 meters Scaled)
 EO0412
 EO0412                          SUPERSEDED SURVEY CONTROL
 EO0412
 EO0412  NGVD 29 (??/??/92) 1268.613  (m)         4162.11   (f) ADJ UNCH    2 0
 EO0412
 EO0412.Superseded values are not recommended for survey control.
 EO0412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0412.See file dsdata.txt to determine how the superseded data were derived.
 EO0412
 EO0412_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFT536678(NAD 83)
 EO0412_MARKER: DD = SURVEY DISK
 EO0412_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EO0412_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EO0412_STAMPING: H-53 1930
 EO0412_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EO0412+STABILITY: SURFACE MOTION
 EO0412
 EO0412  HISTORY     - Date     Condition        Report By
 EO0412  HISTORY     - 1930     MONUMENTED       USGS
 EO0412  HISTORY     - 1935     GOOD             NGS
 EO0412
 EO0412                          STATION DESCRIPTION
 EO0412
 EO0412'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 EO0412'8.8 MI S FROM PORTALES.
 EO0412'8.8 MI. S. ALONG STATE NO. 18 38 FT. E. AND 48 FT. S. OF THE CENTER OF
 EO0412'CROSSROADS, 2 FT. E AND 25 FT. S. OF A CORNER FENCE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0041 ***********************************************************************
 CW0041  DESIGNATION -  H 54
 CW0041  PID         -  CW0041
 CW0041  STATE/COUNTY-  NM/EDDY
 CW0041  USGS QUAD   -  RED LAKE (1975)
 CW0041
 CW0041                         *CURRENT SURVEY CONTROL
 CW0041  ___________________________________________________________________
 CW0041* NAD 83(1986)-  32 48 49.     (N)    104 14 52.     (W)     SCALED    
 CW0041* NAVD 88     -      1089.400  (meters)    3574.14   (feet)  ADJUSTED  
 CW0041  ___________________________________________________________________
 CW0041  GEOID HEIGHT-         -23.09  (meters)                     GEOID03
 CW0041  DYNAMIC HT  -        1087.897 (meters)    3569.21  (feet)  COMP
 CW0041  MODELED GRAV-     979,221.0   (mgal)                       NAVD 88
 CW0041
 CW0041  VERT ORDER  -  FIRST     CLASS II
 CW0041
 CW0041.The horizontal coordinates were scaled from a topographic map and have
 CW0041.an estimated accuracy of +/- 6 seconds.
 CW0041
 CW0041.The orthometric height was determined by differential leveling
 CW0041.and adjusted by the National Geodetic Survey in June 1991..
 CW0041
 CW0041.The geoid height was determined by GEOID03.
 CW0041
 CW0041.The dynamic height is computed by dividing the NAVD 88
 CW0041.geopotential number by the normal gravity value computed on the
 CW0041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0041.degrees latitude (g = 980.6199 gals.).
 CW0041
 CW0041.The modeled gravity was interpolated from observed gravity values.
 CW0041
 CW0041;                    North         East    Units  Estimated Accuracy
 CW0041;SPC NM E     -   201,090.      173,010.      MT  (+/- 180 meters Scaled)
 CW0041
 CW0041                          SUPERSEDED SURVEY CONTROL
 CW0041
 CW0041  NGVD 29 (??/??/92) 1088.928  (m)         3572.59   (f) ADJ UNCH    1 2
 CW0041
 CW0041.Superseded values are not recommended for survey control.
 CW0041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0041.See file dsdata.txt to determine how the superseded data were derived.
 CW0041
 CW0041_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES704308(NAD 83)
 CW0041_MARKER: DD = SURVEY DISK
 CW0041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CW0041_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CW0041_STAMPING: H 54 1928
 CW0041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CW0041+STABILITY: SURFACE MOTION
 CW0041
 CW0041  HISTORY     - Date     Condition        Report By
 CW0041  HISTORY     - 1928     MONUMENTED       USGS
 CW0041  HISTORY     - 1957     GOOD             NGS
 CW0041
 CW0041                          STATION DESCRIPTION
 CW0041
 CW0041'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 CW0041'9.15 MI E FROM ARTESIA.
 CW0041'ABOUT 0.05 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 CW0041'FROM THE STATION AT ARTESIA, THENCE 9.1 MILES EAST ALONG STATE HIGHWAY
 CW0041'83, 142 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 34 FEET NORTH OF
 CW0041'THE CENTER LINE OF THE OLD PORTION OF THE HIGHWAY, 46 FEET SOUTHWEST
 CW0041'OF THE SOUTHWEST CORNER OF A CATTLE GUARD, 42 1/2 FEET SOUTH OF A
 CW0041'FENCE, 1 1/2 FEET EAST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL
 CW0041'WITH THE HIGHWAY, AND IN THE TOP OF A CONCRETE POST PROJECTING 4
 CW0041'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0410 ***********************************************************************
 EO0410  DESIGNATION -  H 54
 EO0410  PID         -  EO0410
 EO0410  STATE/COUNTY-  NM/ROOSEVELT
 EO0410  USGS QUAD   -  PORTALES SE (1985)
 EO0410
 EO0410                         *CURRENT SURVEY CONTROL
 EO0410  ___________________________________________________________________
 EO0410* NAD 83(1986)-  34 05 55.     (N)    103 20 05.     (W)     SCALED    
 EO0410* NAVD 88     -      1243.570  (meters)    4079.95   (feet)  ADJUSTED  
 EO0410  ___________________________________________________________________
 EO0410  GEOID HEIGHT-         -22.75  (meters)                     GEOID03
 EO0410  DYNAMIC HT  -        1241.969 (meters)    4074.69  (feet)  COMP
 EO0410  MODELED GRAV-     979,305.3   (mgal)                       NAVD 88
 EO0410
 EO0410  VERT ORDER  -  FIRST     CLASS II
 EO0410
 EO0410.The horizontal coordinates were scaled from a topographic map and have
 EO0410.an estimated accuracy of +/- 6 seconds.
 EO0410
 EO0410.The orthometric height was determined by differential leveling
 EO0410.and adjusted by the National Geodetic Survey in June 1991..
 EO0410
 EO0410.The geoid height was determined by GEOID03.
 EO0410
 EO0410.The dynamic height is computed by dividing the NAVD 88
 EO0410.geopotential number by the normal gravity value computed on the
 EO0410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0410.degrees latitude (g = 980.6199 gals.).
 EO0410
 EO0410.The modeled gravity was interpolated from observed gravity values.
 EO0410
 EO0410;                    North         East    Units  Estimated Accuracy
 EO0410;SPC NM E     -   344,040.      257,140.      MT  (+/- 180 meters Scaled)
 EO0410
 EO0410                          SUPERSEDED SURVEY CONTROL
 EO0410
 EO0410  NGVD 29 (??/??/92) 1243.048  (m)         4078.23   (f) ADJ UNCH    1 2
 EO0410
 EO0410.Superseded values are not recommended for survey control.
 EO0410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0410.See file dsdata.txt to determine how the superseded data were derived.
 EO0410
 EO0410_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFT536743(NAD 83)
 EO0410_MARKER: DB = BENCH MARK DISK
 EO0410_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EO0410_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EO0410_STAMPING: H-54 1930
 EO0410_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EO0410+STABILITY: SURFACE MOTION
 EO0410
 EO0410  HISTORY     - Date     Condition        Report By
 EO0410  HISTORY     - 1930     MONUMENTED       USGS
 EO0410  HISTORY     - 1941     GOOD             NGS
 EO0410
 EO0410                          STATION DESCRIPTION
 EO0410
 EO0410'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 EO0410'5.6 MI S FROM PORTALES.
 EO0410'TO REACH BENCH MARK FROM THE COURTHOUSE AT PORTALES GO 5.6 MILES ALONG
 EO0410'STATE HIGHWAY NO. 18.  BENCH MARK IS ALONG THE RIGHT OF WAY OF STATE
 EO0410'HIGHWAY NO. 18.  102 YARDS NORTH OF INTERSECTION OF THE CENTER LINE OF
 EO0410'STATE HIGHWAY NO. 18 AND DIRT FARM ROAD TO A 1 STORY STUCCO HOUSE
 EO0410'OWNED BY J. C. HARRIS.  15 YARDS SOUTH OF THE INTERSECTION OF THE
 EO0410'CENTER LINE OF STATE HIGHWAY NO. 18 AND FARM ROAD AND WEST TO FARM
 EO0410'OWNED BY W. N. GRANT.  330 FEET EAST OF THE CENTER LINE OF HIGHWAY NO.
 EO0410'18 ON LINE WITH A RIGHT OF WAY FENCE.  1.0 FEET ABOVE SURFACE OF
 EO0410'HIGHWAY.  A 3 1/2 IN. BRONZE USGS TABLET SET ON TOP OF A CONCRETE
 EO0410'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0616 ***********************************************************************
 GL0616  DESIGNATION -  H 54
 GL0616  PID         -  GL0616
 GL0616  STATE/COUNTY-  NM/UNION
 GL0616  USGS QUAD   -  ROYCE (1966)
 GL0616
 GL0616                         *CURRENT SURVEY CONTROL
 GL0616  ___________________________________________________________________
 GL0616* NAD 83(1986)-  36 28 37.     (N)    103 15 25.     (W)     SCALED    
 GL0616* NAVD 88     -      1586.752  (meters)    5205.87   (feet)  ADJUSTED  
 GL0616  ___________________________________________________________________
 GL0616  GEOID HEIGHT-         -21.71  (meters)                     GEOID03
 GL0616  DYNAMIC HT  -        1584.866 (meters)    5199.68  (feet)  COMP
 GL0616  MODELED GRAV-     979,387.1   (mgal)                       NAVD 88
 GL0616
 GL0616  VERT ORDER  -  FIRST     CLASS II
 GL0616
 GL0616.The horizontal coordinates were scaled from a topographic map and have
 GL0616.an estimated accuracy of +/- 6 seconds.
 GL0616
 GL0616.The orthometric height was determined by differential leveling
 GL0616.and adjusted by the National Geodetic Survey in June 1991..
 GL0616.WARNING-Repeat measurements at this control monument indicate possible
 GL0616.vertical movement.
 GL0616
 GL0616.The geoid height was determined by GEOID03.
 GL0616
 GL0616.The dynamic height is computed by dividing the NAVD 88
 GL0616.geopotential number by the normal gravity value computed on the
 GL0616.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0616.degrees latitude (g = 980.6199 gals.).
 GL0616
 GL0616.The modeled gravity was interpolated from observed gravity values.
 GL0616
 GL0616;                    North         East    Units  Estimated Accuracy
 GL0616;SPC NM E     -   607,980.      261,460.      MT  (+/- 180 meters Scaled)
 GL0616
 GL0616                          SUPERSEDED SURVEY CONTROL
 GL0616
 GL0616  NGVD 29 (??/??/92) 1585.998  (m)         5203.40   (f) ADJ UNCH    1 2
 GL0616
 GL0616.Superseded values are not recommended for survey control.
 GL0616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0616.See file dsdata.txt to determine how the superseded data were derived.
 GL0616
 GL0616_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA561382(NAD 83)
 GL0616_MARKER: DB = BENCH MARK DISK
 GL0616_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0616_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0616_STAMPING: H 54 1934
 GL0616_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0616+STABILITY: SURFACE MOTION
 GL0616_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GL0616+SATELLITE: SATELLITE OBSERVATIONS - August 09, 2005
 GL0616
 GL0616  HISTORY     - Date     Condition        Report By
 GL0616  HISTORY     - 1934     MONUMENTED       CGS
 GL0616  HISTORY     - 1955     GOOD             NGS
 GL0616  HISTORY     - 1955     MARK NOT FOUND   USGS
 GL0616  HISTORY     - 20040806 GOOD             USPSQD
 GL0616  HISTORY     - 20050809 GOOD             USPSQD
 GL0616
 GL0616                          STATION DESCRIPTION
 GL0616
 GL0616'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GL0616'4.6 MI W FROM CLAYTON.
 GL0616'4.6 MILES WEST ALONG THE COLORADO AND SOUTHERN RAILROAD FROM THE
 GL0616'STATION AT CLAYTON, 0.1 MILE WEST OF A ROAD CROSSING, 104 FEET NORTH
 GL0616'OF THE CENTER LINE OF U.S. HIGHWAYS 64 AND 87, 43 FEET SOUTH OF THE
 GL0616'SOUTH RAIL, 33 FEET SOUTH OF MILEPOST 333, 10 FEET NORTH OF A
 GL0616'TELEPHONE POLE, 3 FEET EAST OF A WITNESS POST, SET IN THE TOP OF A
 GL0616'CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
 GL0616
 GL0616                          STATION RECOVERY (1955)
 GL0616
 GL0616'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 GL0616'MARK NOT FOUND.
 GL0616
 GL0616                          STATION RECOVERY (2004)
 GL0616
 GL0616'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 GL0616'H 54 PAINTED ON HIGHWAY. STAKE AT THE MARK.
 GL0616
 GL0616                          STATION RECOVERY (2005)
 GL0616
 GL0616'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 GL0616'FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1091 ***********************************************************************
 GL1091  DESIGNATION -  H 55
 GL1091  PID         -  GL1091
 GL1091  STATE/COUNTY-  NM/UNION
 GL1091  USGS QUAD   -  CAPULIN (1972)
 GL1091
 GL1091                         *CURRENT SURVEY CONTROL
 GL1091  ___________________________________________________________________
 GL1091* NAD 83(1986)-  36 44 52.     (N)    103 55 02.     (W)     SCALED    
 GL1091* NAVD 88     -      2065.513  (meters)    6776.60   (feet)  ADJUSTED  
 GL1091  ___________________________________________________________________
 GL1091  GEOID HEIGHT-         -18.97  (meters)                     GEOID03
 GL1091  DYNAMIC HT  -        2062.909 (meters)    6768.06  (feet)  COMP
 GL1091  MODELED GRAV-     979,296.1   (mgal)                       NAVD 88
 GL1091
 GL1091  VERT ORDER  -  FIRST     CLASS II
 GL1091
 GL1091.The horizontal coordinates were scaled from a topographic map and have
 GL1091.an estimated accuracy of +/- 6 seconds.
 GL1091
 GL1091.The orthometric height was determined by differential leveling
 GL1091.and adjusted by the National Geodetic Survey in June 1991..
 GL1091
 GL1091.The geoid height was determined by GEOID03.
 GL1091
 GL1091.The dynamic height is computed by dividing the NAVD 88
 GL1091.geopotential number by the normal gravity value computed on the
 GL1091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL1091.degrees latitude (g = 980.6199 gals.).
 GL1091
 GL1091.The modeled gravity was interpolated from observed gravity values.
 GL1091
 GL1091;                    North         East    Units  Estimated Accuracy
 GL1091;SPC NM E     -   637,570.      202,160.      MT  (+/- 180 meters Scaled)
 GL1091
 GL1091                          SUPERSEDED SURVEY CONTROL
 GL1091
 GL1091  NGVD 29 (??/??/92) 2064.519  (m)         6773.34   (f) ADJ UNCH    1 2
 GL1091
 GL1091.Superseded values are not recommended for survey control.
 GL1091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1091.See file dsdata.txt to determine how the superseded data were derived.
 GL1091
 GL1091_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEA966674(NAD 83)
 GL1091_MARKER: DB = BENCH MARK DISK
 GL1091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL1091_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL1091_STAMPING: H 55 1934
 GL1091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL1091+STABILITY: SURFACE MOTION
 GL1091_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GL1091+SATELLITE: SATELLITE OBSERVATIONS - August 10, 2005
 GL1091
 GL1091  HISTORY     - Date     Condition        Report By
 GL1091  HISTORY     - 1934     MONUMENTED       CGS
 GL1091  HISTORY     - 1955     GOOD             NGS
 GL1091  HISTORY     - 20040806 GOOD             USPSQD
 GL1091  HISTORY     - 20050810 GOOD             USPSQD
 GL1091
 GL1091                          STATION DESCRIPTION
 GL1091
 GL1091'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GL1091'4.35 MI E FROM CAPULIN.
 GL1091'4.35 MILES EAST ALONG U.S. HIGHWAYS 64 AND 87 FROM THE POST OFFICE AT
 GL1091'CAPULIN, THENCE 196 YARDS SOUTH ALONG A FENCE, 39 FEET NORTHWEST OF A
 GL1091'TELEPHONE POLE, 97 FEET NORTHWEST OF THE CENTER LINE OF THE OLD
 GL1091'ATCHISON, TOPEKA AND SANTA FE RAILROAD GRADE, 61.5 FEET EAST OF A
 GL1091'FENCE, 1.6 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 GL1091'POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
 GL1091
 GL1091                          STATION RECOVERY (2004)
 GL1091
 GL1091'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 GL1091'RECOVERED IN GOOD CONDITION.
 GL1091
 GL1091                          STATION RECOVERY (2005)
 GL1091
 GL1091'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 GL1091'FOUND AS DESCRIBED.
 GL1091' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0405 ***********************************************************************
 EO0405  DESIGNATION -  H 55
 EO0405  PID         -  EO0405
 EO0405  STATE/COUNTY-  NM/ROOSEVELT
 EO0405  USGS QUAD   -  PORTALES (1985)
 EO0405
 EO0405                         *CURRENT SURVEY CONTROL
 EO0405  ___________________________________________________________________
 EO0405* NAD 83(1986)-  34 08 32.     (N)    103 20 09.     (W)     SCALED    
 EO0405* NAVD 88     -      1215.599  (meters)    3988.18   (feet)  POSTED    
 EO0405  ___________________________________________________________________
 EO0405  GEOID HEIGHT-         -22.83  (meters)                     GEOID03
 EO0405  DYNAMIC HT  -        1214.040 (meters)    3983.06  (feet)  COMP
 EO0405  MODELED GRAV-     979,308.1   (mgal)                       NAVD 88
 EO0405
 EO0405  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 EO0405
 EO0405.The horizontal coordinates were scaled from a topographic map and have
 EO0405.an estimated accuracy of +/- 6 seconds.
 EO0405
 EO0405.The orthometric height was determined by differential leveling
 EO0405.and adjusted by the National Geodetic Survey in 1992..
 EO0405.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 EO0405.rate of 3.1 thru 4.0 mm/km.
 EO0405
 EO0405.The geoid height was determined by GEOID03.
 EO0405
 EO0405.The dynamic height is computed by dividing the NAVD 88
 EO0405.geopotential number by the normal gravity value computed on the
 EO0405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0405.degrees latitude (g = 980.6199 gals.).
 EO0405
 EO0405.The modeled gravity was interpolated from observed gravity values.
 EO0405
 EO0405;                    North         East    Units  Estimated Accuracy
 EO0405;SPC NM E     -   348,880.      256,990.      MT  (+/- 180 meters Scaled)
 EO0405
 EO0405                          SUPERSEDED SURVEY CONTROL
 EO0405
 EO0405  NGVD 29 (??/??/92) 1215.09   (m)         3986.5    (f) COMPUTED    2 0
 EO0405
 EO0405.Superseded values are not recommended for survey control.
 EO0405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0405.See file dsdata.txt to determine how the superseded data were derived.
 EO0405
 EO0405_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFT534791(NAD 83)
 EO0405_MARKER: DD = SURVEY DISK
 EO0405_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EO0405_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EO0405_STAMPING: H-55 1930
 EO0405_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EO0405+STABILITY: SURFACE MOTION
 EO0405
 EO0405  HISTORY     - Date     Condition        Report By
 EO0405  HISTORY     - 1930     MONUMENTED       USGS
 EO0405  HISTORY     - 1935     GOOD             NGS
 EO0405  HISTORY     - 1940     MARK NOT FOUND   NGS
 EO0405
 EO0405                          STATION DESCRIPTION
 EO0405
 EO0405'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 EO0405'2.6 MI S FROM PORTALES.
 EO0405'2.6 MI. S. ALONG STATE NO. 18 80 FT. S. OF A DIM CROSSROAD, AND 34 FT.
 EO0405'E. OF THE CENTER LINE OF HWY.
 EO0405
 EO0405                          STATION RECOVERY (1940)
 EO0405
 EO0405'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1940
 EO0405'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0081 ***********************************************************************
 CW0081  DESIGNATION -  H 56
 CW0081  PID         -  CW0081
 CW0081  STATE/COUNTY-  NM/EDDY
 CW0081  USGS QUAD   -  SPRING LAKE (1975)
 CW0081
 CW0081                         *CURRENT SURVEY CONTROL
 CW0081  ___________________________________________________________________
 CW0081* NAD 83(1986)-  32 50 34.     (N)    104 20 36.     (W)     SCALED    
 CW0081* NAVD 88     -      1007.121  (meters)    3304.20   (feet)  POSTED    
 CW0081  ___________________________________________________________________
 CW0081  GEOID HEIGHT-         -23.15  (meters)                     GEOID03
 CW0081  DYNAMIC HT  -        1005.730 (meters)    3299.63  (feet)  COMP
 CW0081  MODELED GRAV-     979,224.7   (mgal)                       NAVD 88
 CW0081
 CW0081  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 CW0081
 CW0081.The horizontal coordinates were scaled from a topographic map and have
 CW0081.an estimated accuracy of +/- 6 seconds.
 CW0081
 CW0081.The orthometric height was determined by differential leveling
 CW0081.and adjusted by the National Geodetic Survey in 1992..
 CW0081.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 CW0081.rate greater than 8.0 mm/km.
 CW0081
 CW0081.The geoid height was determined by GEOID03.
 CW0081
 CW0081.The dynamic height is computed by dividing the NAVD 88
 CW0081.geopotential number by the normal gravity value computed on the
 CW0081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0081.degrees latitude (g = 980.6199 gals.).
 CW0081
 CW0081.The modeled gravity was interpolated from observed gravity values.
 CW0081
 CW0081;                    North         East    Units  Estimated Accuracy
 CW0081;SPC NM E     -   204,320.      164,060.      MT  (+/- 180 meters Scaled)
 CW0081
 CW0081                          SUPERSEDED SURVEY CONTROL
 CW0081
 CW0081  NGVD 29 (??/??/92) 1006.725  (m)         3302.90   (f) ADJ UNCH    1 2
 CW0081
 CW0081.Superseded values are not recommended for survey control.
 CW0081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0081.See file dsdata.txt to determine how the superseded data were derived.
 CW0081
 CW0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES614340(NAD 83)
 CW0081_MARKER: DD = SURVEY DISK
 CW0081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CW0081_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CW0081_STAMPING: H 56 1929
 CW0081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CW0081+STABILITY: SURFACE MOTION
 CW0081
 CW0081  HISTORY     - Date     Condition        Report By
 CW0081  HISTORY     - 1929     MONUMENTED       USGS
 CW0081  HISTORY     - 1934     GOOD             NGS
 CW0081  HISTORY     - 1957     MARK NOT FOUND   NGS
 CW0081
 CW0081                          STATION DESCRIPTION
 CW0081
 CW0081'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CW0081'3.2 MI E FROM ARTESIA.
 CW0081'3.2 MILES EAST OF DEPOT ALONG HIGHWAY NO. 83 ON STATE HIGHWAY NO. 83,
 CW0081'1.2 MILES WEST OF PECOS RIVER HIGHWAY BRIDGE, 30 FEET NORTHEAST OF
 CW0081'CENTERLINE OF RIGHT CURVE IN HIGHWAY, 23 FEET SOUTH OF DIM ROAD TO
 CW0081'EAST AND 9 FEET SOUTH OF TELEPHONE POLE.
 CW0081
 CW0081                          STATION RECOVERY (1957)
 CW0081
 CW0081'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 CW0081'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0200 ***********************************************************************
 GM0200  DESIGNATION -  H 56
 GM0200  PID         -  GM0200
 GM0200  STATE/COUNTY-  NM/COLFAX
 GM0200  USGS QUAD   -  COLFAX (1971)
 GM0200
 GM0200                         *CURRENT SURVEY CONTROL
 GM0200  ___________________________________________________________________
 GM0200* NAD 83(1986)-  36 34 52.     (N)    104 43 34.     (W)     SCALED    
 GM0200* NAVD 88     -      1868.833  (meters)    6131.33   (feet)  ADJUSTED  
 GM0200  ___________________________________________________________________
 GM0200  GEOID HEIGHT-         -18.25  (meters)                     GEOID03
 GM0200  DYNAMIC HT  -        1866.468 (meters)    6123.57  (feet)  COMP
 GM0200  MODELED GRAV-     979,299.8   (mgal)                       NAVD 88
 GM0200
 GM0200  VERT ORDER  -  FIRST     CLASS II
 GM0200
 GM0200.The horizontal coordinates were scaled from a topographic map and have
 GM0200.an estimated accuracy of +/- 6 seconds.
 GM0200
 GM0200.The orthometric height was determined by differential leveling
 GM0200.and adjusted by the National Geodetic Survey in June 1991..
 GM0200
 GM0200.The geoid height was determined by GEOID03.
 GM0200
 GM0200.The dynamic height is computed by dividing the NAVD 88
 GM0200.geopotential number by the normal gravity value computed on the
 GM0200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GM0200.degrees latitude (g = 980.6199 gals.).
 GM0200
 GM0200.The modeled gravity was interpolated from observed gravity values.
 GM0200
 GM0200;                    North         East    Units  Estimated Accuracy
 GM0200;SPC NM E     -   619,070.      129,850.      MT  (+/- 180 meters Scaled)
 GM0200
 GM0200                          SUPERSEDED SURVEY CONTROL
 GM0200
 GM0200.No superseded survey control is available for this station.
 GM0200
 GM0200_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEA245484(NAD 83)
 GM0200_MARKER: DB = BENCH MARK DISK
 GM0200_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GM0200_SP_SET: MONUMENT
 GM0200_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GM0200
 GM0200  HISTORY     - Date     Condition        Report By
 GM0200  HISTORY     - UNK      MONUMENTED       CGS
 GM0200  HISTORY     - 1934     GOOD             NGS
 GM0200
 GM0200                          STATION DESCRIPTION
 GM0200
 GM0200'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GM0200'1.25 MI S FROM COLFAX.
 GM0200'1.25 MILES SOUTH OF COLFAX R.R. MILAGE ON R. O. W. OF THE SOUTHERN
 GM0200'PACIFIC.  45.0 FT. WEST OF THE CENTERLINE OF TRACK.  12.0 FT NORTH OF
 GM0200'THE CENTERLINE OF PRIVATE ROAD CROSSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0470 ***********************************************************************
 CV0470  DESIGNATION -  H 57
 CV0470  PID         -  CV0470
 CV0470  STATE/COUNTY-  NM/LEA
 CV0470  USGS QUAD   -  IRONHOUSE WELL (1984)
 CV0470
 CV0470                         *CURRENT SURVEY CONTROL
 CV0470  ___________________________________________________________________
 CV0470* NAD 83(1986)-  32 38 52.     (N)    103 34 50.     (W)     SCALED    
 CV0470* NAVD 88     -      1135.599  (meters)    3725.71   (feet)  ADJUSTED  
 CV0470  ___________________________________________________________________
 CV0470  GEOID HEIGHT-         -22.59  (meters)                     GEOID03
 CV0470  DYNAMIC HT  -        1134.015 (meters)    3720.51  (feet)  COMP
 CV0470  MODELED GRAV-     979,203.7   (mgal)                       NAVD 88
 CV0470
 CV0470  VERT ORDER  -  SECOND    CLASS 0
 CV0470
 CV0470.The horizontal coordinates were scaled from a topographic map and have
 CV0470.an estimated accuracy of +/- 6 seconds.
 CV0470
 CV0470.The orthometric height was determined by differential leveling
 CV0470.and adjusted by the National Geodetic Survey in June 1991..
 CV0470
 CV0470.The geoid height was determined by GEOID03.
 CV0470
 CV0470.The dynamic height is computed by dividing the NAVD 88
 CV0470.geopotential number by the normal gravity value computed on the
 CV0470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0470.degrees latitude (g = 980.6199 gals.).
 CV0470
 CV0470.The modeled gravity was interpolated from observed gravity values.
 CV0470
 CV0470;                    North         East    Units  Estimated Accuracy
 CV0470;SPC NM E     -   182,950.      235,620.      MT  (+/- 180 meters Scaled)
 CV0470
 CV0470                          SUPERSEDED SURVEY CONTROL
 CV0470
 CV0470  NGVD 29 (??/??/92) 1135.106  (m)         3724.09   (f) ADJ UNCH    2 0
 CV0470
 CV0470.Superseded values are not recommended for survey control.
 CV0470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0470.See file dsdata.txt to determine how the superseded data were derived.
 CV0470
 CV0470_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFS331131(NAD 83)
 CV0470_MARKER: DB = BENCH MARK DISK
 CV0470_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0470_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CV0470_STAMPING: H-57 1929
 CV0470_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CV0470+STABILITY: SURFACE MOTION
 CV0470
 CV0470  HISTORY     - Date     Condition        Report By
 CV0470  HISTORY     - 1929     MONUMENTED       USGS
 CV0470  HISTORY     - 1935     GOOD             NGS
 CV0470  HISTORY     - 20020116 POOR             INDIV
 CV0470
 CV0470                          STATION DESCRIPTION
 CV0470
 CV0470'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 CV0470'26.9 MI W FROM HOBBS.
 CV0470'26.9 MI. W. ALONG U.S. NO. 62 AT A CURVE, 0.4 MI. E. OF A DIP IN THE
 CV0470'HWY., AND 58 FT. S. OF THE CENTER LINE OF HWY.  NOTE-- THIS MARK WAS
 CV0470'PULLED OUT, BUT LATER REPLACED BY C. AND G. BM PARTY.
 CV0470
 CV0470                          STATION RECOVERY (2002)
 CV0470
 CV0470'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (JMM)
 CV0470'MARKER FOUND AT N32 38 53.3 / W103 34 51.0, IN CENTER OF PIPELINE
 CV0470'RIGHT OF WAY APPROXIMATELY 208' NW OF PUBLISHED LOCATION.  ORIGINAL
 CV0470'AND PRESENT LOCATIONS DIRECTLY ABOVE UNDERGROUND PIPELINE.  MARKER HAS
 CV0470'RIGHT ONE-THIRD REMOVED, APPARENTLY BY HEAVY EQUIPMENT - MOST OF INFO
 CV0470'READABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0302 ***********************************************************************
 GM0302  DESIGNATION -  H 57
 GM0302  PID         -  GM0302
 GM0302  STATE/COUNTY-  NM/COLFAX
 GM0302  USGS QUAD   -  PALO FLECHADO PASS (1995)
 GM0302
 GM0302                         *CURRENT SURVEY CONTROL
 GM0302  ___________________________________________________________________
 GM0302* NAD 83(1986)-  36 25 48.     (N)    105 17 56.     (W)     SCALED    
 GM0302* NAVD 88     -      2548.106  (meters)    8359.91   (feet)  ADJUSTED  
 GM0302  ___________________________________________________________________
 GM0302  GEOID HEIGHT-         -16.78  (meters)                     GEOID03
 GM0302  DYNAMIC HT  -        2544.453 (meters)    8347.93  (feet)  COMP
 GM0302  MODELED GRAV-     979,106.2   (mgal)                       NAVD 88
 GM0302
 GM0302  VERT ORDER  -  FIRST     CLASS II
 GM0302
 GM0302.The horizontal coordinates were scaled from a topographic map and have
 GM0302.an estimated accuracy of +/- 6 seconds.
 GM0302
 GM0302.The orthometric height was determined by differential leveling
 GM0302.and adjusted by the National Geodetic Survey in June 1991..
 GM0302.WARNING-Repeat measurements at this control monument indicate possible
 GM0302.vertical movement.
 GM0302
 GM0302.The geoid height was determined by GEOID03.
 GM0302
 GM0302.The dynamic height is computed by dividing the NAVD 88
 GM0302.geopotential number by the normal gravity value computed on the
 GM0302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GM0302.degrees latitude (g = 980.6199 gals.).
 GM0302
 GM0302.The modeled gravity was interpolated from observed gravity values.
 GM0302
 GM0302;                    North         East    Units  Estimated Accuracy
 GM0302;SPC NM E     -   602,660.       78,420.      MT  (+/- 180 meters Scaled)
 GM0302
 GM0302                          SUPERSEDED SURVEY CONTROL
 GM0302
 GM0302  NGVD 29 (??/??/92) 2546.870  (m)         8355.86   (f) ADJ UNCH    1 2
 GM0302
 GM0302.Superseded values are not recommended for survey control.
 GM0302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0302.See file dsdata.txt to determine how the superseded data were derived.
 GM0302
 GM0302_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDA732316(NAD 83)
 GM0302_MARKER: DB = BENCH MARK DISK
 GM0302_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GM0302_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GM0302_STAMPING: H 57 1934
 GM0302_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GM0302+STABILITY: SURFACE MOTION
 GM0302
 GM0302  HISTORY     - Date     Condition        Report By
 GM0302  HISTORY     - 1934     MONUMENTED       CGS
 GM0302  HISTORY     - 1957     GOOD             NGS
 GM0302
 GM0302                          STATION DESCRIPTION
 GM0302
 GM0302'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GM0302'9.65 MI S FROM EAGLE NEST.
 GM0302'ABOUT 9.65 MILES SOUTH ALONG U.S. HIGHWAY 64 FROM THE JUNCTION OF
 GM0302'STATE HIGHWAY 38 AT EAGLE NEST, AT THE JUNCTION OF HIGHWAY 38 LEADING
 GM0302'SOUTH TO MORA, 41 FEET EAST OF THE CENTER OF THE INTERSECTION OF THE
 GM0302'TWO ROADS, 40 FEET SOUTH-SOUTHEAST OF THE CENTER LINE OF HIGHWAY 64,
 GM0302'239 FEET NORTHWEST OF A POWER POLE, 165 FEET SOUTHEAST AND ACROSS THE
 GM0302'HIGHWAY FROM A POWER POLE, 25 FEET WEST OF A POINT IN LINE WITH A ROW
 GM0302'OF POLES RUNNING NORTH FROM THE HIGHWAY, 13 1/2 FEET NORTH OF A STOP
 GM0302'SIGN, 1 1/2 FEET NORTH OF A WHITE WOODEN WITNESS POST AND IN THE TOP
 GM0302'OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0468 ***********************************************************************
 CV0468  DESIGNATION -  H 58
 CV0468  PID         -  CV0468
 CV0468  STATE/COUNTY-  NM/LEA
 CV0468  USGS QUAD   -  IRONHOUSE WELL (1984)
 CV0468
 CV0468                         *CURRENT SURVEY CONTROL
 CV0468  ___________________________________________________________________
 CV0468* NAD 83(1986)-  32 37 40.     (N)    103 37 01.     (W)     SCALED    
 CV0468* NAVD 88     -      1102.468  (meters)    3617.01   (feet)  ADJUSTED  
 CV0468  ___________________________________________________________________
 CV0468  GEOID HEIGHT-         -22.77  (meters)                     GEOID03
 CV0468  DYNAMIC HT  -        1100.931 (meters)    3611.97  (feet)  COMP
 CV0468  MODELED GRAV-     979,205.6   (mgal)                       NAVD 88
 CV0468
 CV0468  VERT ORDER  -  FIRST     CLASS I
 CV0468
 CV0468.The horizontal coordinates were scaled from a topographic map and have
 CV0468.an estimated accuracy of +/- 6 seconds.
 CV0468
 CV0468.The orthometric height was determined by differential leveling
 CV0468.and adjusted by the National Geodetic Survey in June 1991..
 CV0468
 CV0468.The geoid height was determined by GEOID03.
 CV0468
 CV0468.The dynamic height is computed by dividing the NAVD 88
 CV0468.geopotential number by the normal gravity value computed on the
 CV0468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0468.degrees latitude (g = 980.6199 gals.).
 CV0468
 CV0468.The modeled gravity was interpolated from observed gravity values.
 CV0468
 CV0468;                    North         East    Units  Estimated Accuracy
 CV0468;SPC NM E     -   180,700.      232,220.      MT  (+/- 180 meters Scaled)
 CV0468
 CV0468                          SUPERSEDED SURVEY CONTROL
 CV0468
 CV0468  NGVD 29 (??/??/92) 1102.000  (m)         3615.48   (f) ADJ UNCH    1 1
 CV0468
 CV0468.Superseded values are not recommended for survey control.
 CV0468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0468.See file dsdata.txt to determine how the superseded data were derived.
 CV0468
 CV0468_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFS297108(NAD 83)
 CV0468_MARKER: DB = BENCH MARK DISK
 CV0468_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0468_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CV0468_STAMPING: H-58 1929
 CV0468_MARK LOGO: USGS  
 CV0468_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CV0468+STABILITY: SURFACE MOTION
 CV0468
 CV0468  HISTORY     - Date     Condition        Report By
 CV0468  HISTORY     - 1929     MONUMENTED       USGS
 CV0468  HISTORY     - 1935     GOOD             NGS
 CV0468  HISTORY     - 1977     GOOD             NGS
 CV0468  HISTORY     - 1982     GOOD             NGS
 CV0468  HISTORY     - 20020129 GOOD             INDIV
 CV0468
 CV0468                          STATION DESCRIPTION
 CV0468
 CV0468'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 CV0468'29.6 MI W FROM HOBBS.
 CV0468'29.6 MI. W. ALONG U.S. NO. 62 135 FT. W. OF SIDE ROAD TO THE N. 90 FT.
 CV0468'E. OF L ANGLE IN N. FENCE LINE, AND 48 FT. N. OF THE CENTER LINE OF
 CV0468'HWY.
 CV0468
 CV0468                          STATION RECOVERY (1977)
 CV0468
 CV0468'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CV0468'29.2 MILES SOUTHWEST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE JUNCTION
 CV0468'OF TURNER STREET, THENCE 2.15 MILES NORTHWEST ALONG A DIRT ROAD,
 CV0468'THENCE 0.65 MILES NORTHWEST ALONG A DIRT ROAD, 0.3 MILE NORTHEAST
 CV0468'OF A METAL PIPE CULVERT AND THE NORTHEAST END OF A LARGE BORROW PIT,
 CV0468'0.65 MILE NORTHEAST OF BENCH MARK R 355, 41 FT. NORTHWEST OF THE
 CV0468'CENTER LINE OF THE ROAD, 1.0 FT. SOUTHWEST OF A FENCE.
 CV0468
 CV0468                          STATION RECOVERY (1982)
 CV0468
 CV0468'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CV0468'RECOVERED IN GOOD CONDITION.
 CV0468
 CV0468                          STATION RECOVERY (2002)
 CV0468
 CV0468'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (JMM)
 CV0468'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0002 ***********************************************************************
 GN0002  DESIGNATION -  H 58
 GN0002  PID         -  GN0002
 GN0002  STATE/COUNTY-  NM/TAOS
 GN0002  USGS QUAD   -  LOS PINOS (1995)
 GN0002
 GN0002                         *CURRENT SURVEY CONTROL
 GN0002  ___________________________________________________________________
 GN0002* NAD 83(1986)-  36 58 53.     (N)    106 05 48.     (W)     SCALED    
 GN0002* NAVD 88     -      2585.669  (meters)    8483.15   (feet)  POSTED    
 GN0002  ___________________________________________________________________
 GN0002  GEOID HEIGHT-         -16.41  (meters)                     GEOID03
 GN0002  DYNAMIC HT  -        2582.050 (meters)    8471.28  (feet)  COMP
 GN0002  MODELED GRAV-     979,137.1   (mgal)                       NAVD 88
 GN0002
 GN0002  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 GN0002
 GN0002.The horizontal coordinates were scaled from a topographic map and have
 GN0002.an estimated accuracy of +/- 6 seconds.
 GN0002
 GN0002.The orthometric height was determined by differential leveling
 GN0002.and adjusted by the National Geodetic Survey in 1992..
 GN0002.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 GN0002.rate of 1.1 thru 2.0 mm/km.
 GN0002
 GN0002.The geoid height was determined by GEOID03.
 GN0002
 GN0002.The dynamic height is computed by dividing the NAVD 88
 GN0002.geopotential number by the normal gravity value computed on the
 GN0002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GN0002.degrees latitude (g = 980.6199 gals.).
 GN0002
 GN0002.The modeled gravity was interpolated from observed gravity values.
 GN0002
 GN0002;                    North         East    Units  Estimated Accuracy
 GN0002;SPC NM C     -   663,420.      513,650.      MT  (+/- 180 meters Scaled)
 GN0002
 GN0002                          SUPERSEDED SURVEY CONTROL
 GN0002
 GN0002  NGVD 29 (??/??/92) 2584.263  (m)         8478.54   (f) ADJ UNCH    1 2
 GN0002
 GN0002.Superseded values are not recommended for survey control.
 GN0002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0002.See file dsdata.txt to determine how the superseded data were derived.
 GN0002
 GN0002_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDA023933(NAD 83)
 GN0002_MARKER: DB = BENCH MARK DISK
 GN0002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GN0002_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GN0002_STAMPING: H 58 1934
 GN0002_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GN0002+STABILITY: SURFACE MOTION
 GN0002
 GN0002  HISTORY     - Date     Condition        Report By
 GN0002  HISTORY     - 1934     MONUMENTED       CGS
 GN0002
 GN0002                          STATION DESCRIPTION
 GN0002
 GN0002'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GN0002'10.8 MI SW FROM ANTONITO, COLORADO.
 GN0002'10.8 MILES SOUTHWEST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 GN0002'FROM ANTONITO, COLORADO, 5 FEET SOUTH OF THE SOUTH END OF THE SWITCH
 GN0002'AT LAVA, 2 FEET EAST OF MILEPOST 291, AND 27 FEET WEST OF THE CENTER
 GN0002'LINE OF THE TRACK.  A STANDARD DISK SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0466 ***********************************************************************
 CV0466  DESIGNATION -  H 59
 CV0466  PID         -  CV0466
 CV0466  STATE/COUNTY-  NM/LEA
 CV0466  USGS QUAD   -  LAGUNA GATUNA (1984)
 CV0466
 CV0466                         *CURRENT SURVEY CONTROL
 CV0466  ___________________________________________________________________
 CV0466* NAD 83(1986)-  32 36 24.     (N)    103 40 07.     (W)     SCALED    
 CV0466* NAVD 88     -      1088.697  (meters)    3571.83   (feet)  ADJUSTED  
 CV0466  ___________________________________________________________________
 CV0466  GEOID HEIGHT-         -23.00  (meters)                     GEOID03
 CV0466  DYNAMIC HT  -        1087.173 (meters)    3566.83  (feet)  COMP
 CV0466  MODELED GRAV-     979,200.8   (mgal)                       NAVD 88
 CV0466
 CV0466  VERT ORDER  -  FIRST     CLASS I
 CV0466
 CV0466.The horizontal coordinates were scaled from a topographic map and have
 CV0466.an estimated accuracy of +/- 6 seconds.
 CV0466
 CV0466.The orthometric height was determined by differential leveling
 CV0466.and adjusted by the National Geodetic Survey in June 1991..
 CV0466
 CV0466.The geoid height was determined by GEOID03.
 CV0466
 CV0466.The dynamic height is computed by dividing the NAVD 88
 CV0466.geopotential number by the normal gravity value computed on the
 CV0466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0466.degrees latitude (g = 980.6199 gals.).
 CV0466
 CV0466.The modeled gravity was interpolated from observed gravity values.
 CV0466
 CV0466;                    North         East    Units  Estimated Accuracy
 CV0466;SPC NM E     -   178,330.      227,390.      MT  (+/- 180 meters Scaled)
 CV0466
 CV0466                          SUPERSEDED SURVEY CONTROL
 CV0466
 CV0466  NGVD 29 (??/??/92) 1088.225  (m)         3570.28   (f) ADJ UNCH    1 1
 CV0466
 CV0466.Superseded values are not recommended for survey control.
 CV0466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0466.See file dsdata.txt to determine how the superseded data were derived.
 CV0466
 CV0466_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFS249084(NAD 83)
 CV0466_MARKER: DB = BENCH MARK DISK
 CV0466_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0466_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CV0466_STAMPING: H-59 1929, ELV. 3569.8
 CV0466_MARK LOGO: USGS  
 CV0466_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CV0466+STABILITY: SURFACE MOTION
 CV0466
 CV0466  HISTORY     - Date     Condition        Report By
 CV0466  HISTORY     - 1929     MONUMENTED       USGS
 CV0466  HISTORY     - 1935     GOOD             NGS
 CV0466  HISTORY     - 1977     GOOD             NGS
 CV0466  HISTORY     - 1982     GOOD             NGS
 CV0466
 CV0466                          STATION DESCRIPTION
 CV0466
 CV0466'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 CV0466'32.9 MI W FROM HOBBS.
 CV0466'32.9 MI. W. ALONG U.S. NO. 62 0.4 MI. E. OF A CATTLE GUARD, 45 FT. N.
 CV0466'OF THE CENTER LINE OF HWY., 6 FT. S. OF TELEPHONE LINE, AND 4 FT. S.
 CV0466'OF THE N.  R.O.W. FENCE LINE.
 CV0466
 CV0466                          STATION RECOVERY (1977)
 CV0466
 CV0466'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CV0466'29.2 MILES SOUTHWEST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE JUNCTION
 CV0466'OF TURNER STREET, THENCE 2.15 MILES NORTHWEST ALONG A DIRT ROAD,
 CV0466'THENCE 2.85 MILES SOUTHWEST ALONG A DIRT ROAD, 0.3 MILE SOUTHWEST OF
 CV0466'THE CROSSING OF A POWER TRANSMISSION LINE AND THE JUNCTION OF A TRACK
 CV0466'ROAD LEADING SOUTH, 0.25 MILE NORTHEAST OF A STEEL CATTLEGUARD, AT
 CV0466'A SMALL RISE ON THE NORTHWEST SIDE OF THE ROAD, 42 FT. NORTHWEST OF
 CV0466'THE CENTER LINE OF THE ROAD, 40 FT. WEST OF A 5 FT. HIGH WOODEN POST
 CV0466'BEARING AN UNDERGROUND TELEPHONE CABLE SIGN AND SUPPORTING A SMALL
 CV0466'METAL BOX.
 CV0466
 CV0466                          STATION RECOVERY (1982)
 CV0466
 CV0466'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CV0466'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0292 ***********************************************************************
 GN0292  DESIGNATION -  H 59
 GN0292  PID         -  GN0292
 GN0292  STATE/COUNTY-  NM/RIO ARRIBA
 GN0292  USGS QUAD   -  WIRT CANYON (1963)
 GN0292
 GN0292                         *CURRENT SURVEY CONTROL
 GN0292  ___________________________________________________________________
 GN0292* NAD 83(1986)-  36 56 52.     (N)    107 01 10.     (W)     SCALED    
 GN0292* NAVD 88     -      2056.336  (meters)    6746.50   (feet)  ADJUSTED  
 GN0292  ___________________________________________________________________
 GN0292  GEOID HEIGHT-         -18.50  (meters)                     GEOID03
 GN0292  DYNAMIC HT  -        2053.621 (meters)    6737.59  (feet)  COMP
 GN0292  MODELED GRAV-     979,237.8   (mgal)                       NAVD 88
 GN0292
 GN0292  VERT ORDER  -  FIRST     CLASS II
 GN0292
 GN0292.The horizontal coordinates were scaled from a topographic map and have
 GN0292.an estimated accuracy of +/- 6 seconds.
 GN0292
 GN0292.The orthometric height was determined by differential leveling
 GN0292.and adjusted by the National Geodetic Survey in June 1991..
 GN0292
 GN0292.The geoid height was determined by GEOID03.
 GN0292
 GN0292.The dynamic height is computed by dividing the NAVD 88
 GN0292.geopotential number by the normal gravity value computed on the
 GN0292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GN0292.degrees latitude (g = 980.6199 gals.).
 GN0292
 GN0292.The modeled gravity was interpolated from observed gravity values.
 GN0292
 GN0292;                    North         East    Units  Estimated Accuracy
 GN0292;SPC NM C     -   659,950.      431,470.      MT  (+/- 180 meters Scaled)
 GN0292
 GN0292                          SUPERSEDED SURVEY CONTROL
 GN0292
 GN0292  NGVD 29 (??/??/92) 2055.042  (m)         6742.25   (f) ADJ UNCH    1 2
 GN0292
 GN0292.Superseded values are not recommended for survey control.
 GN0292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0292.See file dsdata.txt to determine how the superseded data were derived.
 GN0292
 GN0292_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCA201909(NAD 83)
 GN0292_MARKER: DB = BENCH MARK DISK
 GN0292_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GN0292_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GN0292_STAMPING: H 59 1934
 GN0292_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GN0292+STABILITY: SURFACE MOTION
 GN0292
 GN0292  HISTORY     - Date     Condition        Report By
 GN0292  HISTORY     - 1934     MONUMENTED       CGS
 GN0292
 GN0292                          STATION DESCRIPTION
 GN0292
 GN0292'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GN0292'1.6 MI NW FROM DULCE.
 GN0292'1.6 MILES NORTHWEST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 GN0292'FROM DULCE, RIO ARRIBA COUNTY, OPPOSITE MILEPOST 375, 17 FEET NORTH OF
 GN0292'THE CENTER LINE OF THE TRACK, AND 18 FEET SOUTH OF THE CENTER LINE OF
 GN0292'THE COUNTY ROAD LEADING TO NAVAJO.  A STANDARD DISK, STAMPED H 59 1934
 GN0292'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0321 ***********************************************************************
 DQ0321  DESIGNATION -  H 6
 DQ0321  PID         -  DQ0321
 DQ0321  STATE/COUNTY-  NM/LEA
 DQ0321  USGS QUAD   -  TATUM SOUTH (1984)
 DQ0321
 DQ0321                         *CURRENT SURVEY CONTROL
 DQ0321  ___________________________________________________________________
 DQ0321* NAD 83(1986)-  33 11 03.     (N)    103 19 03.     (W)     SCALED    
 DQ0321* NAVD 88     -      1213.509  (meters)    3981.32   (feet)  ADJUSTED  
 DQ0321  ___________________________________________________________________
 DQ0321  GEOID HEIGHT-         -21.90  (meters)                     GEOID03
 DQ0321  DYNAMIC HT  -        1211.859 (meters)    3975.91  (feet)  COMP
 DQ0321  MODELED GRAV-     979,235.5   (mgal)                       NAVD 88
 DQ0321
 DQ0321  VERT ORDER  -  SECOND    CLASS 0
 DQ0321
 DQ0321.The horizontal coordinates were scaled from a topographic map and have
 DQ0321.an estimated accuracy of +/- 6 seconds.
 DQ0321
 DQ0321.The orthometric height was determined by differential leveling
 DQ0321.and adjusted by the National Geodetic Survey in June 1991..
 DQ0321
 DQ0321.The geoid height was determined by GEOID03.
 DQ0321
 DQ0321.The dynamic height is computed by dividing the NAVD 88
 DQ0321.geopotential number by the normal gravity value computed on the
 DQ0321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0321.degrees latitude (g = 980.6199 gals.).
 DQ0321
 DQ0321.The modeled gravity was interpolated from observed gravity values.
 DQ0321
 DQ0321;                    North         East    Units  Estimated Accuracy
 DQ0321;SPC NM E     -   242,640.      259,730.      MT  (+/- 180 meters Scaled)
 DQ0321
 DQ0321                          SUPERSEDED SURVEY CONTROL
 DQ0321
 DQ0321  NGVD 29 (??/??/92) 1213.061  (m)         3979.85   (f) ADJ UNCH    2 0
 DQ0321
 DQ0321.Superseded values are not recommended for survey control.
 DQ0321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0321.See file dsdata.txt to determine how the superseded data were derived.
 DQ0321
 DQ0321_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFS568729(NAD 83)
 DQ0321_MARKER: DB = BENCH MARK DISK
 DQ0321_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0321_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DQ0321_STAMPING: H-6 1930
 DQ0321_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0321+STABILITY: SURFACE MOTION
 DQ0321
 DQ0321  HISTORY     - Date     Condition        Report By
 DQ0321  HISTORY     - 1930     MONUMENTED       USGS
 DQ0321  HISTORY     - 1935     GOOD             NGS
 DQ0321
 DQ0321                          STATION DESCRIPTION
 DQ0321
 DQ0321'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DQ0321'4.9 MI S FROM TATUM.
 DQ0321'4.9 MI. S. ALONG STATE NO. 18 AT A CATTLE GUARD, 31 FT. W. OF THE
 DQ0321'CENTER LINE OF HWY., AND 3 FT. S. OF THE FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0147 ***********************************************************************
 EQ0147  DESIGNATION -  H 6
 EQ0147  PID         -  EQ0147
 EQ0147  STATE/COUNTY-  NM/VALENCIA
 EQ0147  USGS QUAD   -  BECKER (1979)
 EQ0147
 EQ0147                         *CURRENT SURVEY CONTROL
 EQ0147  ___________________________________________________________________
 EQ0147* NAD 83(1986)-  34 27 56.     (N)    106 30 47.     (W)     SCALED    
 EQ0147* NAVD 88     -      1660.387  (meters)    5447.45   (feet)  ADJUSTED  
 EQ0147  ___________________________________________________________________
 EQ0147  GEOID HEIGHT-         -20.75  (meters)                     GEOID03
 EQ0147  DYNAMIC HT  -        1658.058 (meters)    5439.81  (feet)  COMP
 EQ0147  MODELED GRAV-     979,174.3   (mgal)                       NAVD 88
 EQ0147
 EQ0147  VERT ORDER  -  FIRST     CLASS II
 EQ0147
 EQ0147.The horizontal coordinates were scaled from a topographic map and have
 EQ0147.an estimated accuracy of +/- 6 seconds.
 EQ0147
 EQ0147.The orthometric height was determined by differential leveling
 EQ0147.and adjusted by the National Geodetic Survey in June 1991..
 EQ0147
 EQ0147.The geoid height was determined by GEOID03.
 EQ0147
 EQ0147.The dynamic height is computed by dividing the NAVD 88
 EQ0147.geopotential number by the normal gravity value computed on the
 EQ0147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0147.degrees latitude (g = 980.6199 gals.).
 EQ0147
 EQ0147.The modeled gravity was interpolated from observed gravity values.
 EQ0147
 EQ0147;                    North         East    Units  Estimated Accuracy
 EQ0147;SPC NM C     -   384,320.      475,830.      MT  (+/- 180 meters Scaled)
 EQ0147
 EQ0147                          SUPERSEDED SURVEY CONTROL
 EQ0147
 EQ0147  NGVD 29 (??/??/92) 1659.630  (m)         5444.97   (f) ADJ UNCH    1 2
 EQ0147
 EQ0147.Superseded values are not recommended for survey control.
 EQ0147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0147.See file dsdata.txt to determine how the superseded data were derived.
 EQ0147
 EQ0147_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU610148(NAD 83)
 EQ0147_MARKER: P = PIPE CAP
 EQ0147_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EQ0147_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EQ0147_STAMPING: 5444.841
 EQ0147_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EQ0147
 EQ0147  HISTORY     - Date     Condition        Report By
 EQ0147  HISTORY     - UNK      MONUMENTED       CGS
 EQ0147  HISTORY     - 1958     GOOD             NGS
 EQ0147
 EQ0147                          STATION DESCRIPTION
 EQ0147
 EQ0147'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 EQ0147'19.4 MI SW FROM MOUNTAINAIR.
 EQ0147'ABOUT 19.4 MILES SOUTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 EQ0147'RAILWAY FROM THE STATION AT MOUNTAINAIR, 61 FEET SOUTH OF THE 6TH POLE
 EQ0147'WEST OF MILEPOST 875, 145 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN
 EQ0147'TRACK, 6 POLES WEST OF THE EAST END OF SAIS SIDING, 3 FEET NORTH OF A
 EQ0147'FENCE, 1 1/2 FEET EAST OF A WHITE WOODEN WITNESS POST, ABOUT 6 FEET
 EQ0147'BELOW THE LEVEL OF THE TRACK, AND ON THE TOP OF AN IRON PIPE
 EQ0147'PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0464 ***********************************************************************
 CV0464  DESIGNATION -  H 60
 CV0464  PID         -  CV0464
 CV0464  STATE/COUNTY-  NM/LEA
 CV0464  USGS QUAD   -  LAGUNA GATUNA (1984)
 CV0464
 CV0464                         *CURRENT SURVEY CONTROL
 CV0464  ___________________________________________________________________
 CV0464* NAD 83(1986)-  32 35 20.     (N)    103 42 55.     (W)     SCALED    
 CV0464* NAVD 88     -      1077.045  (meters)    3533.61   (feet)  POSTED    
 CV0464  ___________________________________________________________________
 CV0464  GEOID HEIGHT-         -23.20  (meters)                     GEOID03
 CV0464  DYNAMIC HT  -        1075.530 (meters)    3528.63  (feet)  COMP
 CV0464  MODELED GRAV-     979,195.0   (mgal)                       NAVD 88
 CV0464
 CV0464  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 CV0464
 CV0464.The horizontal coordinates were scaled from a topographic map and have
 CV0464.an estimated accuracy of +/- 6 seconds.
 CV0464
 CV0464.The orthometric height was determined by differential leveling
 CV0464.and adjusted by the National Geodetic Survey in 1992..
 CV0464.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 CV0464.rate of 0.0 thru 1.0 mm/km.
 CV0464
 CV0464.The geoid height was determined by GEOID03.
 CV0464
 CV0464.The dynamic height is computed by dividing the NAVD 88
 CV0464.geopotential number by the normal gravity value computed on the
 CV0464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0464.degrees latitude (g = 980.6199 gals.).
 CV0464
 CV0464.The modeled gravity was interpolated from observed gravity values.
 CV0464
 CV0464;                    North         East    Units  Estimated Accuracy
 CV0464;SPC NM E     -   176,330.      223,020.      MT  (+/- 180 meters Scaled)
 CV0464
 CV0464                          SUPERSEDED SURVEY CONTROL
 CV0464
 CV0464  NGVD 29 (??/??/92) 1076.569  (m)         3532.04   (f) ADJ UNCH    2 0
 CV0464
 CV0464.Superseded values are not recommended for survey control.
 CV0464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0464.See file dsdata.txt to determine how the superseded data were derived.
 CV0464
 CV0464_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFS205064(NAD 83)
 CV0464_MARKER: DB = BENCH MARK DISK
 CV0464_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0464_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CV0464_STAMPING: H-60 1929
 CV0464_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CV0464+STABILITY: SURFACE MOTION
 CV0464
 CV0464  HISTORY     - Date     Condition        Report By
 CV0464  HISTORY     - 1929     MONUMENTED       USGS
 CV0464  HISTORY     - 1935     GOOD             NGS
 CV0464
 CV0464                          STATION DESCRIPTION
 CV0464
 CV0464'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 CV0464'36.0 MI W FROM HOBBS.
 CV0464'36.0 MI. W. ALONG U.S. NO. 62 108 FT. W. OF A DOUBLE G.I. CULVERT, 48
 CV0464'FT. N. OF THE CENTER LINE OF HWY., AND 36 FT. N. OF N. CORNER OF
 CV0464'CATTLE GUARD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0263 ***********************************************************************
 GM0263  DESIGNATION -  H 60
 GM0263  PID         -  GM0263
 GM0263  STATE/COUNTY-  NM/TAOS
 GM0263  USGS QUAD   -  RED RIVER (1995)
 GM0263
 GM0263                         *CURRENT SURVEY CONTROL
 GM0263  ___________________________________________________________________
 GM0263* NAD 83(1986)-  36 42 19.     (N)    105 27 26.     (W)     SCALED    
 GM0263* NAVD 88     -      2582.906  (meters)    8474.08   (feet)  ADJUSTED  
 GM0263  ___________________________________________________________________
 GM0263  GEOID HEIGHT-         -16.57  (meters)                     GEOID03
 GM0263  DYNAMIC HT  -        2579.136 (meters)    8461.72  (feet)  COMP
 GM0263  MODELED GRAV-     979,079.1   (mgal)                       NAVD 88
 GM0263
 GM0263  VERT ORDER  -  SECOND    CLASS 0
 GM0263
 GM0263.The horizontal coordinates were scaled from a topographic map and have
 GM0263.an estimated accuracy of +/- 6 seconds.
 GM0263
 GM0263.The orthometric height was determined by differential leveling
 GM0263.and adjusted by the National Geodetic Survey in June 1991..
 GM0263
 GM0263.The geoid height was determined by GEOID03.
 GM0263
 GM0263.The dynamic height is computed by dividing the NAVD 88
 GM0263.geopotential number by the normal gravity value computed on the
 GM0263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GM0263.degrees latitude (g = 980.6199 gals.).
 GM0263
 GM0263.The modeled gravity was interpolated from observed gravity values.
 GM0263
 GM0263;                    North         East    Units  Estimated Accuracy
 GM0263;SPC NM C     -   633,060.      570,830.      MT  (+/- 180 meters Scaled)
 GM0263
 GM0263                          SUPERSEDED SURVEY CONTROL
 GM0263
 GM0263  NGVD 29 (??/??/92) 2581.498  (m)         8469.46   (f) ADJ UNCH    2 0
 GM0263
 GM0263.Superseded values are not recommended for survey control.
 GM0263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0263.See file dsdata.txt to determine how the superseded data were derived.
 GM0263
 GM0263_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDA591622(NAD 83)
 GM0263_MARKER: DD = SURVEY DISK
 GM0263_SETTING: 66 = SET IN ROCK OUTCROP
 GM0263_SP_SET: OUTCROP
 GM0263_STAMPING: H 60 1927
 GM0263_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GM0263+STABILITY: POSITION/ELEVATION WELL
 GM0263
 GM0263  HISTORY     - Date     Condition        Report By
 GM0263  HISTORY     - 1927     MONUMENTED       USGS
 GM0263  HISTORY     - 1957     GOOD             NGS
 GM0263
 GM0263                          STATION DESCRIPTION
 GM0263
 GM0263'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GM0263'3.5 MI W FROM RED RIVER.
 GM0263'ABOUT 3.5 MILES WEST ALONG STATE HIGHWAY 38 FROM THE SCHOOLHOUSE AT
 GM0263'RED RIVER, 0.25 MILE SOUTHWEST OF A SMALL CLEARING ON THE NORTHWEST
 GM0263'SIDE OF THE HIGHWAY, 32 FEET NORTHWEST OF THE CENTER LINE OF THE
 GM0263'HIGHWAY, 55 FEET NORTHEAST OF THE TOP OF A SLIGHT RISE, 10 FEET
 GM0263'SOUTHWEST OF A 15-INCH PINE TREE, ABOUT 4 FEET ABOVE THE LEVEL OF THE
 GM0263'HIGHWAY AND IN THE TOP OF A 4X4-FOOT ROCK OUTCROP WHICH PROJECTS 1
 GM0263'FOOT ON THE SOUTHEAST SIDE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0302 ***********************************************************************
 CV0302  DESIGNATION -  H 61
 CV0302  PID         -  CV0302
 CV0302  STATE/COUNTY-  NM/LEA
 CV0302  USGS QUAD   -  MONUMENT NORTH (1985)
 CV0302
 CV0302                         *CURRENT SURVEY CONTROL
 CV0302  ___________________________________________________________________
 CV0302* NAD 83(1986)-  32 41 49.     (N)    103 21 06.     (W)     SCALED    
 CV0302* NAVD 88     -      1158.023  (meters)    3799.28   (feet)  ADJUSTED  
 CV0302  ___________________________________________________________________
 CV0302  GEOID HEIGHT-         -21.89  (meters)                     GEOID03
 CV0302  DYNAMIC HT  -        1156.435 (meters)    3794.07  (feet)  COMP
 CV0302  MODELED GRAV-     979,226.5   (mgal)                       NAVD 88
 CV0302
 CV0302  VERT ORDER  -  SECOND    CLASS 0
 CV0302
 CV0302.The horizontal coordinates were scaled from a topographic map and have
 CV0302.an estimated accuracy of +/- 6 seconds.
 CV0302
 CV0302.The orthometric height was determined by differential leveling
 CV0302.and adjusted by the National Geodetic Survey in June 1991..
 CV0302
 CV0302.The geoid height was determined by GEOID03.
 CV0302
 CV0302.The dynamic height is computed by dividing the NAVD 88
 CV0302.geopotential number by the normal gravity value computed on the
 CV0302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0302.degrees latitude (g = 980.6199 gals.).
 CV0302
 CV0302.The modeled gravity was interpolated from observed gravity values.
 CV0302
 CV0302;                    North         East    Units  Estimated Accuracy
 CV0302;SPC NM E     -   188,570.      257,050.      MT  (+/- 180 meters Scaled)
 CV0302
 CV0302                          SUPERSEDED SURVEY CONTROL
 CV0302
 CV0302  NGVD 29 (??/??/92) 1157.570  (m)         3797.79   (f) ADJ UNCH    2 0
 CV0302
 CV0302.Superseded values are not recommended for survey control.
 CV0302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0302.See file dsdata.txt to determine how the superseded data were derived.
 CV0302
 CV0302_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFS545188(NAD 83)
 CV0302_MARKER: DB = BENCH MARK DISK
 CV0302_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0302_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CV0302_STAMPING: H-61 1929
 CV0302_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CV0302+STABILITY: SURFACE MOTION
 CV0302
 CV0302  HISTORY     - Date     Condition        Report By
 CV0302  HISTORY     - 1929     MONUMENTED       USGS
 CV0302  HISTORY     - 1935     GOOD             NGS
 CV0302
 CV0302                          STATION DESCRIPTION
 CV0302
 CV0302'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 CV0302'12.2 MI W FROM HOBBS.
 CV0302'12.2 MI. W. OF DEPOT ALONG STATE NO. 16 55 FT. N.W. OF THE POINT OF
 CV0302'INTERSECTION OF U.S. NO. 62 AND STATE NO. 16 ON THE E. Y, ABOUT 360
 CV0302'FT. E. OF A CATTLE GUARD, 93 FT. N. OF A SER. STA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0280 ***********************************************************************
 GM0280  DESIGNATION -  H 62
 GM0280  PID         -  GM0280
 GM0280  STATE/COUNTY-  NM/COLFAX
 GM0280  USGS QUAD   -  RED RIVER PASS (1995)
 GM0280
 GM0280                         *CURRENT SURVEY CONTROL
 GM0280  ___________________________________________________________________
 GM0280* NAD 83(1986)-  36 40 24.     (N)    105 19 56.     (W)     SCALED    
 GM0280* NAVD 88     -      2752.020  (meters)    9028.92   (feet)  ADJUSTED  
 GM0280  ___________________________________________________________________
 GM0280  GEOID HEIGHT-         -16.46  (meters)                     GEOID03
 GM0280  DYNAMIC HT  -        2748.003 (meters)    9015.74  (feet)  COMP
 GM0280  MODELED GRAV-     979,071.6   (mgal)                       NAVD 88
 GM0280
 GM0280  VERT ORDER  -  SECOND    CLASS 0
 GM0280
 GM0280.The horizontal coordinates were scaled from a topographic map and have
 GM0280.an estimated accuracy of +/- 6 seconds.
 GM0280
 GM0280.The orthometric height was determined by differential leveling
 GM0280.and adjusted by the National Geodetic Survey in June 1991..
 GM0280
 GM0280.The geoid height was determined by GEOID03.
 GM0280
 GM0280.The dynamic height is computed by dividing the NAVD 88
 GM0280.geopotential number by the normal gravity value computed on the
 GM0280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GM0280.degrees latitude (g = 980.6199 gals.).
 GM0280
 GM0280.The modeled gravity was interpolated from observed gravity values.
 GM0280
 GM0280;                    North         East    Units  Estimated Accuracy
 GM0280;SPC NM E     -   629,690.       75,720.      MT  (+/- 180 meters Scaled)
 GM0280
 GM0280                          SUPERSEDED SURVEY CONTROL
 GM0280
 GM0280  NGVD 29 (??/??/92) 2750.645  (m)         9024.41   (f) ADJ UNCH    2 0
 GM0280
 GM0280.Superseded values are not recommended for survey control.
 GM0280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0280.See file dsdata.txt to determine how the superseded data were derived.
 GM0280
 GM0280_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDA703586(NAD 83)
 GM0280_MARKER: DD = SURVEY DISK
 GM0280_SETTING: 66 = SET IN ROCK OUTCROP
 GM0280_SP_SET: ROCK OUTCROP
 GM0280_STAMPING: H 62 1927
 GM0280_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GM0280+STABILITY: POSITION/ELEVATION WELL
 GM0280
 GM0280  HISTORY     - Date     Condition        Report By
 GM0280  HISTORY     - 1927     MONUMENTED       USGS
 GM0280  HISTORY     - 1957     GOOD             NGS
 GM0280
 GM0280                          STATION DESCRIPTION
 GM0280
 GM0280'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GM0280'6.95 MI SE FROM RED RIVER.
 GM0280'ABOUT 6.95 MILES SOUTHEAST ALONG STATE HIGHWAY 38 FROM THE SCHOOL AT
 GM0280'RED RIVER, 0.3 MILE SOUTHEAST OF A WOODEN BRIDGE, 50 FEET NORTHEAST
 GM0280'AND ACROSS A STREAM FROM THE CENTER LINE OF THE HIGHWAY, 46 FEET NORTH
 GM0280'OF THE NORTH CORNER OF A BRIDGE OVER THE STREAM, 12 FEET NORTHEAST OF
 GM0280'THE CENTER LINE OF THE CREEK, 14 FEET SOUTH OF A 6-INCH ASPEN AND IN
 GM0280'THE TOP OF A ROCK OUTCROP FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0285 ***********************************************************************
 GM0285  DESIGNATION -  H 63
 GM0285  PID         -  GM0285
 GM0285  STATE/COUNTY-  NM/COLFAX
 GM0285  USGS QUAD   -  RED RIVER PASS (1995)
 GM0285
 GM0285                         *CURRENT SURVEY CONTROL
 GM0285  ___________________________________________________________________
 GM0285* NAD 83(1986)-  36 39 35.     (N)    105 17 18.     (W)     SCALED    
 GM0285* NAVD 88     -      2662.068  (meters)    8733.80   (feet)  ADJUSTED  
 GM0285  ___________________________________________________________________
 GM0285  GEOID HEIGHT-         -16.46  (meters)                     GEOID03
 GM0285  DYNAMIC HT  -        2658.245 (meters)    8721.26  (feet)  COMP
 GM0285  MODELED GRAV-     979,099.0   (mgal)                       NAVD 88
 GM0285
 GM0285  VERT ORDER  -  SECOND    CLASS 0
 GM0285
 GM0285.The horizontal coordinates were scaled from a topographic map and have
 GM0285.an estimated accuracy of +/- 6 seconds.
 GM0285
 GM0285.The orthometric height was determined by differential leveling
 GM0285.and adjusted by the National Geodetic Survey in June 1991..
 GM0285
 GM0285.The geoid height was determined by GEOID03.
 GM0285
 GM0285.The dynamic height is computed by dividing the NAVD 88
 GM0285.geopotential number by the normal gravity value computed on the
 GM0285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GM0285.degrees latitude (g = 980.6199 gals.).
 GM0285
 GM0285.The modeled gravity was interpolated from observed gravity values.
 GM0285
 GM0285;                    North         East    Units  Estimated Accuracy
 GM0285;SPC NM E     -   628,140.       79,620.      MT  (+/- 180 meters Scaled)
 GM0285
 GM0285                          SUPERSEDED SURVEY CONTROL
 GM0285
 GM0285  NGVD 29 (??/??/92) 2660.760  (m)         8729.51   (f) ADJ UNCH    2 0
 GM0285
 GM0285.Superseded values are not recommended for survey control.
 GM0285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0285.See file dsdata.txt to determine how the superseded data were derived.
 GM0285
 GM0285_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDA742571(NAD 83)
 GM0285_MARKER: DD = SURVEY DISK
 GM0285_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GM0285_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GM0285_STAMPING: H 63 1927
 GM0285_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GM0285+STABILITY: SURFACE MOTION
 GM0285
 GM0285  HISTORY     - Date     Condition        Report By
 GM0285  HISTORY     - 1927     MONUMENTED       USGS
 GM0285  HISTORY     - 1957     GOOD             NGS
 GM0285
 GM0285                          STATION DESCRIPTION
 GM0285
 GM0285'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GM0285'8.05 MI N FROM EAGLE NEST.
 GM0285'ABOUT 7.9 MILES NORTH ALONG STATE HIGHWAY 38 FROM ITS JUNCTION WITH
 GM0285'U.S. HIGHWAY 64 AT EAGLE NEST THENCE 0.15 MILE NORTH ACROSS A PASTURE
 GM0285'TO THE OLD ABANDONED GRADE OF THE HIGHWAY, AT A CURVE IN THE OLD ROAD
 GM0285'GRADE, 215 YARDS NORTH OF A POWER POLE WITH A WHITE WOODEN WITNESS
 GM0285'POST NAILED TO IT, 142 YARDS EAST OF THE MOST EASTERLY TREE IN A GROVE
 GM0285'OF LARGE SCATTERED PINE TREES, 70 FEET NORTH OF THE CENTER LINE OF THE
 GM0285'OLD ROAD, 2 1/2 FEET NORTHEAST OF A FENCE CORNER, 2 FEET NORTH OF A
 GM0285'FENCE LINE AND IN THE TOP OF A CONCRETE POST WHICH PROJECTS 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0294 ***********************************************************************
 CV0294  DESIGNATION -  H 64
 CV0294  PID         -  CV0294
 CV0294  STATE/COUNTY-  NM/LEA
 CV0294  USGS QUAD   -  LOVINGTON SE (1985)
 CV0294
 CV0294                         *CURRENT SURVEY CONTROL
 CV0294  ___________________________________________________________________
 CV0294* NAD 83(1986)-  32 49 46.     (N)    103 21 05.     (W)     SCALED    
 CV0294* NAVD 88     -      1174.546  (meters)    3853.49   (feet)  ADJUSTED  
 CV0294  ___________________________________________________________________
 CV0294  GEOID HEIGHT-         -21.74  (meters)                     GEOID03
 CV0294  DYNAMIC HT  -        1172.943 (meters)    3848.23  (feet)  COMP
 CV0294  MODELED GRAV-     979,231.1   (mgal)                       NAVD 88
 CV0294
 CV0294  VERT ORDER  -  SECOND    CLASS 0
 CV0294
 CV0294.The horizontal coordinates were scaled from a topographic map and have
 CV0294.an estimated accuracy of +/- 6 seconds.
 CV0294
 CV0294.The orthometric height was determined by differential leveling
 CV0294.and adjusted by the National Geodetic Survey in June 1991..
 CV0294
 CV0294.The geoid height was determined by GEOID03.
 CV0294
 CV0294.The dynamic height is computed by dividing the NAVD 88
 CV0294.geopotential number by the normal gravity value computed on the
 CV0294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0294.degrees latitude (g = 980.6199 gals.).
 CV0294
 CV0294.The modeled gravity was interpolated from observed gravity values.
 CV0294
 CV0294;                    North         East    Units  Estimated Accuracy
 CV0294;SPC NM E     -   203,270.      256,940.      MT  (+/- 180 meters Scaled)
 CV0294
 CV0294                          SUPERSEDED SURVEY CONTROL
 CV0294
 CV0294  NGVD 29 (??/??/92) 1174.133  (m)         3852.13   (f) ADJ UNCH    2 0
 CV0294
 CV0294.Superseded values are not recommended for survey control.
 CV0294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0294.See file dsdata.txt to determine how the superseded data were derived.
 CV0294
 CV0294_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFS543335(NAD 83)
 CV0294_MARKER: DB = BENCH MARK DISK
 CV0294_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0294_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CV0294_STAMPING: H 64 1929 3952.027 FT
 CV0294_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CV0294+STABILITY: SURFACE MOTION
 CV0294
 CV0294  HISTORY     - Date     Condition        Report By
 CV0294  HISTORY     - 1929     MONUMENTED       USGS
 CV0294  HISTORY     - 1935     GOOD             NGS
 CV0294
 CV0294                          STATION DESCRIPTION
 CV0294
 CV0294'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 CV0294'9.1 MI NW FROM HUMBLE CITY.
 CV0294'ABOUT 8.0 MI W ALONG ROADS TOWARDS BUCKEYE RANCH THENCE ALONG US HWY
 CV0294'NO. 62 ABOUT 1.1 MI NORTH ABOUT 7.7 MI. S. OF LOVINGTON ON A HIGHWAY,
 CV0294'31 FT. W. OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 4 FT. E. OF A
 CV0294'TELEPHONE POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0289 ***********************************************************************
 GM0289  DESIGNATION -  H 64
 GM0289  PID         -  GM0289
 GM0289  STATE/COUNTY-  NM/COLFAX
 GM0289  USGS QUAD   -  EAGLE NEST (1995)
 GM0289
 GM0289                         *CURRENT SURVEY CONTROL
 GM0289  ___________________________________________________________________
 GM0289* NAD 83(1986)-  36 37 13.     (N)    105 17 01.     (W)     SCALED    
 GM0289* NAVD 88     -      2586.966  (meters)    8487.40   (feet)  ADJUSTED  
 GM0289  ___________________________________________________________________
 GM0289  GEOID HEIGHT-         -16.51  (meters)                     GEOID03
 GM0289  DYNAMIC HT  -        2583.276 (meters)    8475.30  (feet)  COMP
 GM0289  MODELED GRAV-     979,111.3   (mgal)                       NAVD 88
 GM0289
 GM0289  VERT ORDER  -  SECOND    CLASS 0
 GM0289
 GM0289.The horizontal coordinates were scaled from a topographic map and have
 GM0289.an estimated accuracy of +/- 6 seconds.
 GM0289
 GM0289.The orthometric height was determined by differential leveling
 GM0289.and adjusted by the National Geodetic Survey in June 1991..
 GM0289
 GM0289.The geoid height was determined by GEOID03.
 GM0289
 GM0289.The dynamic height is computed by dividing the NAVD 88
 GM0289.geopotential number by the normal gravity value computed on the
 GM0289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GM0289.degrees latitude (g = 980.6199 gals.).
 GM0289
 GM0289.The modeled gravity was interpolated from observed gravity values.
 GM0289
 GM0289;                    North         East    Units  Estimated Accuracy
 GM0289;SPC NM E     -   623,760.       80,000.      MT  (+/- 180 meters Scaled)
 GM0289
 GM0289                          SUPERSEDED SURVEY CONTROL
 GM0289
 GM0289  NGVD 29 (??/??/92) 2585.694  (m)         8483.23   (f) ADJ UNCH    2 0
 GM0289
 GM0289.Superseded values are not recommended for survey control.
 GM0289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0289.See file dsdata.txt to determine how the superseded data were derived.
 GM0289
 GM0289_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDA746527(NAD 83)
 GM0289_MARKER: DB = BENCH MARK DISK
 GM0289_SETTING: 80 = SET IN A BOULDER
 GM0289_STAMPING: H 64 1927
 GM0289_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GM0289+STABILITY: SURFACE MOTION
 GM0289
 GM0289  HISTORY     - Date     Condition        Report By
 GM0289  HISTORY     - 1927     MONUMENTED       CGS
 GM0289  HISTORY     - 1957     GOOD             NGS
 GM0289
 GM0289                          STATION DESCRIPTION
 GM0289
 GM0289'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GM0289'5.05 MI N FROM EAGLE NEST.
 GM0289'ABOUT 5.05 MILES NORTH ALONG STATE HIGHWAY 64 FROM ITS JUNCTION WITH
 GM0289'U.S. HIGHWAY 64 AT EAGLE NEST, 94 FEET NORTHWEST AND ACROSS MORENO
 GM0289'CREEK FROM THE CENTER LINE OF THE HIGHWAY, 134 FEET NORTHEAST OF A
 GM0289'FENCE CORNER, 19 FEET WEST OF THE WEST BANK OF THE CREEK, AND IN THE
 GM0289'TOP OF A BOULDER THAT PROJECTS ABOUT 3 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0476 ***********************************************************************
 EQ0476  DESIGNATION -  H 65
 EQ0476  PID         -  EQ0476
 EQ0476  STATE/COUNTY-  NM/CATRON
 EQ0476  USGS QUAD   -  CROSBY SPRINGS (1964)
 EQ0476
 EQ0476                         *CURRENT SURVEY CONTROL
 EQ0476  ___________________________________________________________________
 EQ0476* NAD 83(1986)-  34 14 24.     (N)    107 56 09.     (W)     SCALED    
 EQ0476* NAVD 88     -      2399.568  (meters)    7872.58   (feet)  ADJUSTED  
 EQ0476  ___________________________________________________________________
 EQ0476  GEOID HEIGHT-         -21.16  (meters)                     GEOID03
 EQ0476  DYNAMIC HT  -        2395.740 (meters)    7860.02  (feet)  COMP
 EQ0476  MODELED GRAV-     978,953.8   (mgal)                       NAVD 88
 EQ0476
 EQ0476  VERT ORDER  -  SECOND    CLASS 0
 EQ0476
 EQ0476.The horizontal coordinates were scaled from a topographic map and have
 EQ0476.an estimated accuracy of +/- 6 seconds.
 EQ0476
 EQ0476.The orthometric height was determined by differential leveling
 EQ0476.and adjusted by the National Geodetic Survey in June 1991..
 EQ0476
 EQ0476.The geoid height was determined by GEOID03.
 EQ0476
 EQ0476.The dynamic height is computed by dividing the NAVD 88
 EQ0476.geopotential number by the normal gravity value computed on the
 EQ0476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0476.degrees latitude (g = 980.6199 gals.).
 EQ0476
 EQ0476.The modeled gravity was interpolated from observed gravity values.
 EQ0476
 EQ0476;                    North         East    Units  Estimated Accuracy
 EQ0476;SPC NM W     -   359,280.      820,560.      MT  (+/- 180 meters Scaled)
 EQ0476
 EQ0476                          SUPERSEDED SURVEY CONTROL
 EQ0476
 EQ0476  NGVD 29 (??/??/92) 2398.540  (m)         7869.21   (f) ADJ UNCH    2 0
 EQ0476
 EQ0476.Superseded values are not recommended for survey control.
 EQ0476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0476.See file dsdata.txt to determine how the superseded data were derived.
 EQ0476
 EQ0476_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBT296926(NAD 83)
 EQ0476_MARKER: DB = BENCH MARK DISK
 EQ0476_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EQ0476_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EQ0476_STAMPING: H 65 1934
 EQ0476_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EQ0476+STABILITY: SURFACE MOTION
 EQ0476
 EQ0476  HISTORY     - Date     Condition        Report By
 EQ0476  HISTORY     - 1934     MONUMENTED       CGS
 EQ0476  HISTORY     - 1967     GOOD             USGS
 EQ0476
 EQ0476                          STATION DESCRIPTION
 EQ0476
 EQ0476'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 EQ0476'9.2 MI W FROM DATIL.
 EQ0476'DATIL POST OFFICE.  THENCE 8.75 MILES WEST ALONG U. S. HIGHWAY 60.
 EQ0476'0.25 MILE SOUTHEAST OF A ROAD JUNCTION TO HAY CANYON, 0.2 MILE
 EQ0476'SOUTHEAST OF A CURVE, 32 FEET NORTHEAST OF THE CENTER LINE OF THE
 EQ0476'HIGHWAY AND ABOUT 3 FEET LOWER THAN THE HIGHWAY, ABOUT MIDWAY BETWEEN
 EQ0476'A LARGE PINE TREE SOUTH AND TWO SMALL PINE TREES NORTH.  A STANDARD
 EQ0476'TABLET, STAMPED H 65 1934 AND SET IN THE TOP OF A CONCRETE POST
 EQ0476'PROJECTING ABOUT 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0216 ***********************************************************************
 FN0216  DESIGNATION -  H 66
 FN0216  PID         -  FN0216
 FN0216  STATE/COUNTY-  NM/SAN MIGUEL
 FN0216  USGS QUAD   -  SAN JOSE (1989)
 FN0216
 FN0216                         *CURRENT SURVEY CONTROL
 FN0216  ___________________________________________________________________
 FN0216* NAD 83(1986)-  35 22 51.     (N)    105 26 12.     (W)     SCALED    
 FN0216* NAVD 88     -      1856.779  (meters)    6091.78   (feet)  ADJUSTED  
 FN0216  ___________________________________________________________________
 FN0216  GEOID HEIGHT-         -19.06  (meters)                     GEOID03
 FN0216  DYNAMIC HT  -        1854.238 (meters)    6083.45  (feet)  COMP
 FN0216  MODELED GRAV-     979,199.3   (mgal)                       NAVD 88
 FN0216
 FN0216  VERT ORDER  -  SECOND    CLASS 0
 FN0216
 FN0216.The horizontal coordinates were scaled from a topographic map and have
 FN0216.an estimated accuracy of +/- 6 seconds.
 FN0216
 FN0216.The orthometric height was determined by differential leveling
 FN0216.and adjusted by the National Geodetic Survey in June 1991..
 FN0216
 FN0216.The geoid height was determined by GEOID03.
 FN0216
 FN0216.The dynamic height is computed by dividing the NAVD 88
 FN0216.geopotential number by the normal gravity value computed on the
 FN0216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FN0216.degrees latitude (g = 980.6199 gals.).
 FN0216
 FN0216.The modeled gravity was interpolated from observed gravity values.
 FN0216
 FN0216;                    North         East    Units  Estimated Accuracy
 FN0216;SPC NM E     -   486,390.       64,760.      MT  (+/- 180 meters Scaled)
 FN0216
 FN0216                          SUPERSEDED SURVEY CONTROL
 FN0216
 FN0216  NGVD 29 (??/??/92) 1855.879  (m)         6088.83   (f) ADJ UNCH    2 0
 FN0216
 FN0216.Superseded values are not recommended for survey control.
 FN0216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0216.See file dsdata.txt to determine how the superseded data were derived.
 FN0216
 FN0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV603153(NAD 83)
 FN0216_MARKER: DB = BENCH MARK DISK
 FN0216_SETTING: 66 = SET IN ROCK OUTCROP
 FN0216_SP_SET: SET IN ROCK OUTCROP
 FN0216_STAMPING: H 66 1934
 FN0216_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FN0216+STABILITY: POSITION/ELEVATION WELL
 FN0216
 FN0216  HISTORY     - Date     Condition        Report By
 FN0216  HISTORY     - 1934     MONUMENTED       CGS
 FN0216  HISTORY     - 19860401 MARK NOT FOUND   USGS
 FN0216
 FN0216                          STATION DESCRIPTION
 FN0216
 FN0216'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FN0216'0.6 MI NE FROM RIBERA.
 FN0216'0.6 MI. N.E. ON A.T. AND S. F. RY.  ABOUT 60 YDS. N.E. OF CULVERT
 FN0216'798-A, AT W. END OF CUT, 48 FT. S.E. OF CENTER LINE OF TRACK, 35 FT.
 FN0216'N.W. OF FENCE LINE AND SET ON SANDSTONE ROCK LEVEL WITH TRACK.
 FN0216
 FN0216                          STATION RECOVERY (1986)
 FN0216
 FN0216'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986 (DRG)
 FN0216'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0250 ***********************************************************************
 CV0250  DESIGNATION -  H 67
 CV0250  PID         -  CV0250
 CV0250  STATE/COUNTY-  NM/LEA
 CV0250  USGS QUAD   -  LOVINGTON (1979)
 CV0250
 CV0250                         *CURRENT SURVEY CONTROL
 CV0250  ___________________________________________________________________
 CV0250* NAD 83(1986)-  32 56 37.     (N)    103 21 01.     (W)     SCALED    
 CV0250* NAVD 88     -      1192.951  (meters)    3913.87   (feet)  ADJUSTED  
 CV0250  ___________________________________________________________________
 CV0250  GEOID HEIGHT-         -21.74  (meters)                     GEOID03
 CV0250  DYNAMIC HT  -        1191.323 (meters)    3908.53  (feet)  COMP
 CV0250  MODELED GRAV-     979,230.8   (mgal)                       NAVD 88
 CV0250
 CV0250  VERT ORDER  -  FIRST     CLASS II
 CV0250
 CV0250.The horizontal coordinates were scaled from a topographic map and have
 CV0250.an estimated accuracy of +/- 6 seconds.
 CV0250
 CV0250.The orthometric height was determined by differential leveling
 CV0250.and adjusted by the National Geodetic Survey in June 1991..
 CV0250
 CV0250.The geoid height was determined by GEOID03.
 CV0250
 CV0250.The dynamic height is computed by dividing the NAVD 88
 CV0250.geopotential number by the normal gravity value computed on the
 CV0250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0250.degrees latitude (g = 980.6199 gals.).
 CV0250
 CV0250.The modeled gravity was interpolated from observed gravity values.
 CV0250
 CV0250;                    North         East    Units  Estimated Accuracy
 CV0250;SPC NM E     -   215,930.      256,920.      MT  (+/- 180 meters Scaled)
 CV0250
 CV0250                          SUPERSEDED SURVEY CONTROL
 CV0250
 CV0250  NGVD 29 (??/??/92) 1192.525  (m)         3912.48   (f) ADJ UNCH    1 2
 CV0250
 CV0250.Superseded values are not recommended for survey control.
 CV0250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0250.See file dsdata.txt to determine how the superseded data were derived.
 CV0250
 CV0250_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFS542462(NAD 83)
 CV0250_MARKER: DD = SURVEY DISK
 CV0250_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0250_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CV0250_STAMPING: H-67 1929
 CV0250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CV0250+STABILITY: SURFACE MOTION
 CV0250
 CV0250  HISTORY     - Date     Condition        Report By
 CV0250  HISTORY     - 1929     MONUMENTED       USGS
 CV0250  HISTORY     - 1934     GOOD             NGS
 CV0250
 CV0250                          STATION DESCRIPTION
 CV0250
 CV0250'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CV0250'IN LOVINGTON.
 CV0250'IN LOVINGTON.  (S.W. PART OF TOWN) ABOUT 145 FEET SOUTH OF W. HIGHWAY
 CV0250'STREET, WHICH IS STATE HWY NO. 83, 28 FEET WEST OF THE CENTERLINE OF
 CV0250'S. WEST STREET, AND ABOUT 2 FEET SOUTH OF A FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0229 ***********************************************************************
 GM0229  DESIGNATION -  H 67
 GM0229  PID         -  GM0229
 GM0229  STATE/COUNTY-  NM/COLFAX
 GM0229  USGS QUAD   -  UTE PARK (1987)
 GM0229
 GM0229                         *CURRENT SURVEY CONTROL
 GM0229  ___________________________________________________________________
 GM0229* NAD 83(1986)-  36 33 50.     (N)    105 03 49.     (W)     SCALED    
 GM0229* NAVD 88     -      2205.035  (meters)    7234.35   (feet)  ADJUSTED  
 GM0229  ___________________________________________________________________
 GM0229  GEOID HEIGHT-         -17.05  (meters)                     GEOID03
 GM0229  DYNAMIC HT  -        2202.071 (meters)    7224.63  (feet)  COMP
 GM0229  MODELED GRAV-     979,208.1   (mgal)                       NAVD 88
 GM0229
 GM0229  VERT ORDER  -  FIRST     CLASS II
 GM0229
 GM0229.The horizontal coordinates were scaled from a topographic map and have
 GM0229.an estimated accuracy of +/- 6 seconds.
 GM0229
 GM0229.The orthometric height was determined by differential leveling
 GM0229.and adjusted by the National Geodetic Survey in June 1991..
 GM0229
 GM0229.The geoid height was determined by GEOID03.
 GM0229
 GM0229.The dynamic height is computed by dividing the NAVD 88
 GM0229.geopotential number by the normal gravity value computed on the
 GM0229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GM0229.degrees latitude (g = 980.6199 gals.).
 GM0229
 GM0229.The modeled gravity was interpolated from observed gravity values.
 GM0229
 GM0229;                    North         East    Units  Estimated Accuracy
 GM0229;SPC NM E     -   617,330.       99,630.      MT  (+/- 180 meters Scaled)
 GM0229
 GM0229                          SUPERSEDED SURVEY CONTROL
 GM0229
 GM0229.No superseded survey control is available for this station.
 GM0229
 GM0229_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDA943464(NAD 83)
 GM0229_MARKER: DD = SURVEY DISK
 GM0229_SETTING: 80 = SET IN A BOULDER
 GM0229_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GM0229+STABILITY: SURFACE MOTION
 GM0229
 GM0229  HISTORY     - Date     Condition        Report By
 GM0229  HISTORY     - UNK      MONUMENTED       USGS
 GM0229  HISTORY     - 1934     GOOD             NGS
 GM0229
 GM0229                          STATION DESCRIPTION
 GM0229
 GM0229'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GM0229'2.8 MI E FROM UTE PARK.
 GM0229'2.8 MILES EAST OF BY RAIL ON RIGHT OF WAY OF A. T. AND S. F. R. R. 0.5
 GM0229'MILE EAST OF U.S. HWY. NO. 64 CROSSING 10 FT. SOUTH OF CENTER LINE OF
 GM0229'TRACK IN TOP OF SANDSTONE BOULDER.  NOTE-- THE BRANCH LINE OF THE
 GM0229'SANTA FE RAILROAD HAS BEEN TAKEN UP BETWEEN COLFAX AND UTE PARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0057 ***********************************************************************
 FP0057  DESIGNATION -  H 67 RESET
 FP0057  PID         -  FP0057
 FP0057  STATE/COUNTY-  NM/MCKINLEY
 FP0057  USGS QUAD   -  THOREAU (1980)
 FP0057
 FP0057                         *CURRENT SURVEY CONTROL
 FP0057  ___________________________________________________________________
 FP0057* NAD 83(1986)-  35 29 48.     (N)    108 07 57.     (W)     SCALED    
 FP0057* NAVD 88     -      2221.86   (meters)    7289.6    (feet)  RESET     
 FP0057  ___________________________________________________________________
 FP0057  GEOID HEIGHT-         -20.31  (meters)                     GEOID03
 FP0057
 FP0057  VERT ORDER  -  THIRD
 FP0057
 FP0057.The horizontal coordinates were scaled from a topographic map and have
 FP0057.an estimated accuracy of +/- 6 seconds.
 FP0057
 FP0057.The orthometric height was computed from unverified reset data.
 FP0057
 FP0057.The geoid height was determined by GEOID03.
 FP0057
 FP0057;                    North         East    Units  Estimated Accuracy
 FP0057;SPC NM W     -   498,720.      802,860.      MT  (+/- 180 meters Scaled)
 FP0057
 FP0057                          SUPERSEDED SURVEY CONTROL
 FP0057
 FP0057.No superseded survey control is available for this station.
 FP0057
 FP0057_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYE601319(NAD 83)
 FP0057_MARKER: DD = SURVEY DISK
 FP0057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FP0057_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FP0057_STAMPING: H 67 RESET 1958
 FP0057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FP0057+STABILITY: SURFACE MOTION
 FP0057
 FP0057  HISTORY     - Date     Condition        Report By
 FP0057  HISTORY     - 1958     MONUMENTED       MNHD
 FP0057
 FP0057                          STATION DESCRIPTION
 FP0057
 FP0057'DESCRIBED BY MN HIGHWAY DEPT 1958
 FP0057'10.3 MI NE FROM THOREAU.
 FP0057'10.3 MILES NORTHEAST ALONG THE 1958 ROUTE OF STATE HIGHWAY 56 FROM THE
 FP0057'A.T. AND S.F. RAILWAY STATION AT THOREAU, MCKINLEY COUNTY AND 100 FEET
 FP0057'WEST OF POWERLINE RUNNING N 01 DEG 48 MIN WEST AND 106 FEET EAST OF
 FP0057'THE BEGINNING CUT OF A DIRT SIDE HILL ON THE FENCE LINE.  A STANDARD
 FP0057'DISK 64 FEET RIGHT OF STATION 315 + 85.  MARKED H 67 RESET 1958 AND
 FP0057'SET IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0254 ***********************************************************************
 CV0254  DESIGNATION -  H 68
 CV0254  PID         -  CV0254
 CV0254  STATE/COUNTY-  NM/LEA
 CV0254  USGS QUAD   -  LOVINGTON (1979)
 CV0254
 CV0254                         *CURRENT SURVEY CONTROL
 CV0254  ___________________________________________________________________
 CV0254* NAD 83(1986)-  32 56 54.     (N)    103 20 53.     (W)     SCALED    
 CV0254* NAVD 88     -      1193.164  (meters)    3914.57   (feet)  ADJUSTED  
 CV0254  ___________________________________________________________________
 CV0254  GEOID HEIGHT-         -21.75  (meters)                     GEOID03
 CV0254  DYNAMIC HT  -        1191.536 (meters)    3909.23  (feet)  COMP
 CV0254  MODELED GRAV-     979,231.0   (mgal)                       NAVD 88
 CV0254
 CV0254  VERT ORDER  -  FIRST     CLASS II
 CV0254
 CV0254.The horizontal coordinates were scaled from a topographic map and have
 CV0254.an estimated accuracy of +/- 6 seconds.
 CV0254
 CV0254.The orthometric height was determined by differential leveling
 CV0254.and adjusted by the National Geodetic Survey in June 1991..
 CV0254
 CV0254.The geoid height was determined by GEOID03.
 CV0254
 CV0254.The dynamic height is computed by dividing the NAVD 88
 CV0254.geopotential number by the normal gravity value computed on the
 CV0254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0254.degrees latitude (g = 980.6199 gals.).
 CV0254
 CV0254.The modeled gravity was interpolated from observed gravity values.
 CV0254
 CV0254;                    North         East    Units  Estimated Accuracy
 CV0254;SPC NM E     -   216,460.      257,120.      MT  (+/- 180 meters Scaled)
 CV0254
 CV0254                          SUPERSEDED SURVEY CONTROL
 CV0254
 CV0254  NGVD 29 (??/??/92) 1192.738  (m)         3913.17   (f) ADJ UNCH    1 2
 CV0254
 CV0254.Superseded values are not recommended for survey control.
 CV0254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0254.See file dsdata.txt to determine how the superseded data were derived.
 CV0254
 CV0254_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFS544467(NAD 83)
 CV0254_MARKER: DD = SURVEY DISK
 CV0254_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0254_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CV0254_STAMPING: H-68 1929
 CV0254_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CV0254+STABILITY: SURFACE MOTION
 CV0254
 CV0254  HISTORY     - Date     Condition        Report By
 CV0254  HISTORY     - 1929     MONUMENTED       USGS
 CV0254  HISTORY     - 1934     GOOD             NGS
 CV0254
 CV0254                          STATION DESCRIPTION
 CV0254
 CV0254'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CV0254'IN LOVINGTON.
 CV0254'IN THE COURTHOUSE GROUNDS.  AT THE SOUTH ENTRANCE OF THE COURTHOUSE,
 CV0254'14 FEET SOUTH OF THE BUILDING, 4 FEET 6 INCHES WEST OF THE CENTERLINE
 CV0254'OF A SIDEWALK, AND 145 FEET NORTH OF THE CENTERLINE OF E. BURKS
 CV0254'STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0218 ***********************************************************************
 GM0218  DESIGNATION -  H 68
 GM0218  PID         -  GM0218
 GM0218  STATE/COUNTY-  NM/COLFAX
 GM0218  USGS QUAD   -  UTE PARK (1987)
 GM0218
 GM0218                         *CURRENT SURVEY CONTROL
 GM0218  ___________________________________________________________________
 GM0218* NAD 83(1986)-  36 31 54.     (N)    105 00 37.     (W)     SCALED    
 GM0218* NAVD 88     -      2076.086  (meters)    6811.29   (feet)  ADJUSTED  
 GM0218  ___________________________________________________________________
 GM0218  GEOID HEIGHT-         -17.31  (meters)                     GEOID03
 GM0218  DYNAMIC HT  -        2073.338 (meters)    6802.28  (feet)  COMP
 GM0218  MODELED GRAV-     979,233.6   (mgal)                       NAVD 88
 GM0218
 GM0218  VERT ORDER  -  FIRST     CLASS II
 GM0218
 GM0218.The horizontal coordinates were scaled from a topographic map and have
 GM0218.an estimated accuracy of +/- 6 seconds.
 GM0218
 GM0218.The orthometric height was determined by differential leveling
 GM0218.and adjusted by the National Geodetic Survey in June 1991..
 GM0218
 GM0218.The geoid height was determined by GEOID03.
 GM0218
 GM0218.The dynamic height is computed by dividing the NAVD 88
 GM0218.geopotential number by the normal gravity value computed on the
 GM0218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GM0218.degrees latitude (g = 980.6199 gals.).
 GM0218
 GM0218.The modeled gravity was interpolated from observed gravity values.
 GM0218
 GM0218;                    North         East    Units  Estimated Accuracy
 GM0218;SPC NM E     -   613,720.      104,380.      MT  (+/- 180 meters Scaled)
 GM0218
 GM0218                          SUPERSEDED SURVEY CONTROL
 GM0218
 GM0218.No superseded survey control is available for this station.
 GM0218
 GM0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDA990429(NAD 83)
 GM0218_MARKER: DD = SURVEY DISK
 GM0218_SETTING: 80 = SET IN A BOULDER
 GM0218_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GM0218+STABILITY: SURFACE MOTION
 GM0218
 GM0218  HISTORY     - Date     Condition        Report By
 GM0218  HISTORY     - UNK      MONUMENTED       USGS
 GM0218  HISTORY     - 1934     GOOD             NGS
 GM0218
 GM0218                          STATION DESCRIPTION
 GM0218
 GM0218'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GM0218'6.9 MI NE FROM UTE PARK.
 GM0218'6.9 MILES NORTHEAST OF BY RAIL ON RIGHT OF WAY OF A. T. AND S. F. R.
 GM0218'R. 200 FT. NORTHWEST OF BRIDGE NO. 44A 150 FT. EAST OF HARLAN SIDING
 GM0218'(TAKEN OUT) 20 FT. NORTH OF TRACK IN TOP OF SANDSTONE BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0801 ***********************************************************************
 FO0801  DESIGNATION -  H 68
 FO0801  PID         -  FO0801
 FO0801  STATE/COUNTY-  NM/MCKINLEY
 FO0801  USGS QUAD   -  SEVEN LAKES NW (1970)
 FO0801
 FO0801                         *CURRENT SURVEY CONTROL
 FO0801  ___________________________________________________________________
 FO0801* NAD 83(1986)-  35 58 33.     (N)    107 56 52.     (W)     SCALED    
 FO0801* NAVD 88     -      1919.739  (meters)    6298.34   (feet)  ADJUSTED  
 FO0801  ___________________________________________________________________
 FO0801  GEOID HEIGHT-         -20.97  (meters)                     GEOID03
 FO0801  DYNAMIC HT  -        1917.149 (meters)    6289.85  (feet)  COMP
 FO0801  MODELED GRAV-     979,215.8   (mgal)                       NAVD 88
 FO0801
 FO0801  VERT ORDER  -  SECOND    CLASS 0
 FO0801
 FO0801.The horizontal coordinates were scaled from a topographic map and have
 FO0801.an estimated accuracy of +/- 6 seconds.
 FO0801
 FO0801.The orthometric height was determined by differential leveling
 FO0801.and adjusted by the National Geodetic Survey in June 1991..
 FO0801
 FO0801.The geoid height was determined by GEOID03.
 FO0801
 FO0801.The dynamic height is computed by dividing the NAVD 88
 FO0801.geopotential number by the normal gravity value computed on the
 FO0801.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0801.degrees latitude (g = 980.6199 gals.).
 FO0801
 FO0801.The modeled gravity was interpolated from observed gravity values.
 FO0801
 FO0801;                    North         East    Units  Estimated Accuracy
 FO0801;SPC NM W     -   551,850.      819,680.      MT  (+/- 180 meters Scaled)
 FO0801
 FO0801                          SUPERSEDED SURVEY CONTROL
 FO0801
 FO0801  NGVD 29 (??/??/92) 1918.716  (m)         6294.99   (f) ADJ UNCH    2 0
 FO0801
 FO0801.Superseded values are not recommended for survey control.
 FO0801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0801.See file dsdata.txt to determine how the superseded data were derived.
 FO0801
 FO0801_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBV342852(NAD 83)
 FO0801_MARKER: DB = BENCH MARK DISK
 FO0801_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FO0801_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FO0801_STAMPING: H 68 1934
 FO0801_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO0801+STABILITY: SURFACE MOTION
 FO0801
 FO0801  HISTORY     - Date     Condition        Report By
 FO0801  HISTORY     - 1934     MONUMENTED       CGS
 FO0801
 FO0801                          STATION DESCRIPTION
 FO0801
 FO0801'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FO0801'7.3 MI S FROM PUEBLO BONITO.
 FO0801'7.3 MI. S. ALONG STATE NO. 35 ABOUT 110 FT. SOUTH OF A DRY WASH, 36
 FO0801'FT. WEST OF CENTER LINE OF HWY. AND 58 FT. WEST OF A 3-WIRE FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0216 ***********************************************************************
 GM0216  DESIGNATION -  H 69
 GM0216  PID         -  GM0216
 GM0216  STATE/COUNTY-  NM/COLFAX
 GM0216  USGS QUAD   -  CIMARRON (1987)
 GM0216
 GM0216                         *CURRENT SURVEY CONTROL
 GM0216  ___________________________________________________________________
 GM0216* NAD 83(1992)-  36 31 16.61787(N)    104 58 51.31613(W)     ADJUSTED  
 GM0216* NAVD 88     -      2023.763  (meters)    6639.63   (feet)  ADJUSTED  
 GM0216  ___________________________________________________________________
 GM0216  X           -  -1,326,970.264 (meters)                     COMP
 GM0216  Y           -  -4,958,924.923 (meters)                     COMP
 GM0216  Z           -   3,776,026.753 (meters)                     COMP
 GM0216  LAPLACE CORR-          -9.26  (seconds)                    DEFLEC99
 GM0216  ELLIP HEIGHT-        2006.29  (meters)          (08/10/01) GPS OBS
 GM0216  GEOID HEIGHT-         -17.47  (meters)                     GEOID03
 GM0216  DYNAMIC HT  -        2021.107 (meters)    6630.92  (feet)  COMP
 GM0216  MODELED GRAV-     979,247.0   (mgal)                       NAVD 88
 GM0216
 GM0216  HORZ ORDER  -  FIRST
 GM0216  VERT ORDER  -  FIRST     CLASS II
 GM0216  ELLP ORDER  -  THIRD     CLASS II
 GM0216
 GM0216.The horizontal coordinates were established by GPS observations
 GM0216.and adjusted by the National Geodetic Survey in March 1997..
 GM0216
 GM0216.The orthometric height was determined by differential leveling
 GM0216.and adjusted by the National Geodetic Survey in June 1991..
 GM0216
 GM0216.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GM0216
 GM0216.The Laplace correction was computed from DEFLEC99 derived deflections.
 GM0216
 GM0216.The ellipsoidal height was determined by GPS observations
 GM0216.and is referenced to NAD 83.
 GM0216
 GM0216.The geoid height was determined by GEOID03.
 GM0216
 GM0216.The dynamic height is computed by dividing the NAVD 88
 GM0216.geopotential number by the normal gravity value computed on the
 GM0216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GM0216.degrees latitude (g = 980.6199 gals.).
 GM0216
 GM0216.The modeled gravity was interpolated from observed gravity values.
 GM0216
 GM0216;                    North         East     Units Scale Factor Converg.
 GM0216;SPC NM E     -   612,551.270   107,002.686   MT  0.99995052   -0 23 07.5
 GM0216;SPC NM E     - 2,009,678.62    351,057.98   sFT  0.99995052   -0 23 07.5
 GM0216;UTM  13      - 4,041,769.021   501,708.144   MT  0.99960004   +0 00 40.9
 GM0216
 GM0216!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GM0216!SPC NM E     -   0.99968523  x   0.99995052  =   0.99963577
 GM0216!UTM  13      -   0.99968523  x   0.99960004  =   0.99928540
 GM0216
 GM0216                          SUPERSEDED SURVEY CONTROL
 GM0216
 GM0216  ELLIP H (03/20/97) 2006.28   (m)                       GP(       ) 3 1
 GM0216  NAVD 88 (03/20/97) 2023.76   (m)         6639.6    (f) LEVELING    3  
 GM0216
 GM0216.Superseded values are not recommended for survey control.
 GM0216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0216.See file dsdata.txt to determine how the superseded data were derived.
 GM0216
 GM0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEA0170841769(NAD 83)
 GM0216_MARKER: DD = SURVEY DISK
 GM0216_SETTING: 80 = SET IN A BOULDER
 GM0216_MARK LOGO: NGS   
 GM0216_MAGNETIC: N = NO MAGNETIC MATERIAL
 GM0216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GM0216+STABILITY: SURFACE MOTION
 GM0216_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GM0216+SATELLITE: SATELLITE OBSERVATIONS - June 20, 1996
 GM0216
 GM0216  HISTORY     - Date     Condition        Report By
 GM0216  HISTORY     - 1934     MONUMENTED       USGS
 GM0216  HISTORY     - 1934     GOOD             NGS
 GM0216  HISTORY     - 19960620 GOOD             CHANCE
 GM0216  HISTORY     - 20050616 GOOD             INDIV
 GM0216
 GM0216                          STATION DESCRIPTION
 GM0216
 GM0216'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GM0216'3.8 MI SW FROM CIMMARON.
 GM0216'3.8 MILES SOUTHWEST OF BY RAIL 200 FT. NORTH OF CENTER LINE OF A. T.
 GM0216'AND S. F. R. R. AT U.S. HWY. NO. 64 CROSSING 150 FT. EAST OF TRAIL TO
 GM0216'THE NORTH, IN TOP OF SANDSTONE BOULDER.
 GM0216
 GM0216                          STATION RECOVERY (1996)
 GM0216
 GM0216'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (MFY)
 GM0216'A NEW AND COMPLETE DESCRIPTION FOLLOWS THE STATION IS LOCATED
 GM0216'APPROXIMATELY 6.6 KM (4.10 MI) NORTHEAST OF CIMARRON ALONG US HIGHWAY
 GM0216'64.  THE STATION IS LOCATED ON STATE OF NEW MEXICO HIGHWAY
 GM0216'RIGHT-OF-WAY TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 64
 GM0216'AND STATE HIGHWAY 58 IN CIMARRON, PROCEED NORTHEAST ON US HIGHWAY 64
 GM0216'FOR 6.6 KM (4.10 MI) TO THE STATION ON THE RIGHT THE STATION IS A
 GM0216'STANDARD NGS SURVEY DISK SET INTO THE TOP OF A ROCK AND FLUSH WITH THE
 GM0216'GROUND.  THE STATION IS LOCATED 0.48 KM (0.30 MI) WEST OF MILEPOST
 GM0216'306, 50.3 M (165.0 FT) NORTH OF CENTERLINE OF US HIGHWAY 64, 50 M
 GM0216'(164.0 FT) WEST OF NORTH-SOUTH TRACK ROAD, 38.8 M (127.3 FT) NORTH OF
 GM0216'BENCHMARK -- BM T 56 1934 --, 33.7 M (110.6 FT) NORTH OF CENTER SIGN
 GM0216'BOARD -- PHILMONT PROPERTY OF BOY SCOUTS OF AMERICA --, 25.7 M (84.3
 GM0216'FT) NORTHWEST OF FENCE POST CORNER, AND 0.76 M (2.49 FT) SOUTH OF
 GM0216'WITNESS POST
 GM0216
 GM0216                          STATION RECOVERY (2005)
 GM0216
 GM0216'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (BHI)
 GM0216'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GO0062 ***********************************************************************
 GO0062  DESIGNATION -  H 69
 GO0062  PID         -  GO0062
 GO0062  STATE/COUNTY-  NM/SAN JUAN
 GO0062  USGS QUAD   -  CARSON TRADING POST (1978)
 GO0062
 GO0062                         *CURRENT SURVEY CONTROL
 GO0062  ___________________________________________________________________
 GO0062* NAD 83(1986)-  36 27 26.     (N)    108 00 26.     (W)     SCALED    
 GO0062* NAVD 88     -      1880.016  (meters)    6168.02   (feet)  ADJUSTED  
 GO0062  ___________________________________________________________________
 GO0062  GEOID HEIGHT-         -21.01  (meters)                     GEOID03
 GO0062  DYNAMIC HT  -        1877.557 (meters)    6159.95  (feet)  COMP
 GO0062  MODELED GRAV-     979,257.7   (mgal)                       NAVD 88
 GO0062
 GO0062  VERT ORDER  -  SECOND    CLASS 0
 GO0062
 GO0062.The horizontal coordinates were scaled from a topographic map and have
 GO0062.an estimated accuracy of +/- 6 seconds.
 GO0062
 GO0062.The orthometric height was determined by differential leveling
 GO0062.and adjusted by the National Geodetic Survey in June 1991..
 GO0062
 GO0062.The geoid height was determined by GEOID03.
 GO0062
 GO0062.The dynamic height is computed by dividing the NAVD 88
 GO0062.geopotential number by the normal gravity value computed on the
 GO0062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GO0062.degrees latitude (g = 980.6199 gals.).
 GO0062
 GO0062.The modeled gravity was interpolated from observed gravity values.
 GO0062
 GO0062;                    North         East    Units  Estimated Accuracy
 GO0062;SPC NM W     -   605,270.      814,410.      MT  (+/- 180 meters Scaled)
 GO0062
 GO0062                          SUPERSEDED SURVEY CONTROL
 GO0062
 GO0062  NGVD 29 (??/??/92) 1878.974  (m)         6164.60   (f) ADJ UNCH    2 0
 GO0062
 GO0062.Superseded values are not recommended for survey control.
 GO0062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GO0062.See file dsdata.txt to determine how the superseded data were derived.
 GO0062
 GO0062_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYF682388(NAD 83)
 GO0062_MARKER: DB = BENCH MARK DISK
 GO0062_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GO0062_SP_SET: STEP
 GO0062_STAMPING: H 69 1934
 GO0062_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GO0062
 GO0062  HISTORY     - Date     Condition        Report By
 GO0062  HISTORY     - 1934     MONUMENTED       CGS
 GO0062
 GO0062                          STATION DESCRIPTION
 GO0062
 GO0062'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GO0062'14.7 MI NW FROM HAYNES P O.
 GO0062'14.7 MI. N.W. ALONG STATE NO. 55 AND ROADS AT CARSONS TRADING POST ON
 GO0062'THE CONCRETE STEP AT ENTRANCE TO STORE, 70 FT. N. OF CENTER LINE OF
 GO0062'ROAD, 19 FT. E. OF CORNER OF BUILDING, 2 FT. S.E. OF WALL AND ABOUT
 GO0062'1/2 FT. ABOVE GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0536 ***********************************************************************
 CV0536  DESIGNATION -  H 7
 CV0536  PID         -  CV0536
 CV0536  STATE/COUNTY-  NM/EDDY
 CV0536  USGS QUAD   -  TOWER HILL NORTH (1985)
 CV0536
 CV0536                         *CURRENT SURVEY CONTROL
 CV0536  ___________________________________________________________________
 CV0536* NAD 83(1986)-  32 30 28.     (N)    103 55 00.     (W)     SCALED    
 CV0536* NAVD 88     -      1015.276  (meters)    3330.95   (feet)  ADJUSTED  
 CV0536  ___________________________________________________________________
 CV0536  GEOID HEIGHT-         -23.96  (meters)                     GEOID03
 CV0536  DYNAMIC HT  -        1013.834 (meters)    3326.22  (feet)  COMP
 CV0536  MODELED GRAV-     979,183.8   (mgal)                       NAVD 88
 CV0536
 CV0536  VERT ORDER  -  FIRST     CLASS I
 CV0536
 CV0536.The horizontal coordinates were scaled from a topographic map and have
 CV0536.an estimated accuracy of +/- 6 seconds.
 CV0536
 CV0536.The orthometric height was determined by differential leveling
 CV0536.and adjusted by the National Geodetic Survey in June 1991..
 CV0536
 CV0536.The geoid height was determined by GEOID03.
 CV0536
 CV0536.The dynamic height is computed by dividing the NAVD 88
 CV0536.geopotential number by the normal gravity value computed on the
 CV0536.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0536.degrees latitude (g = 980.6199 gals.).
 CV0536
 CV0536.The modeled gravity was interpolated from observed gravity values.
 CV0536
 CV0536;                    North         East    Units  Estimated Accuracy
 CV0536;SPC NM E     -   167,250.      204,150.      MT  (+/- 180 meters Scaled)
 CV0536
 CV0536                          SUPERSEDED SURVEY CONTROL
 CV0536
 CV0536  NGVD 29 (??/??/92) 1014.791  (m)         3329.36   (f) ADJ UNCH    1 1
 CV0536
 CV0536.Superseded values are not recommended for survey control.
 CV0536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0536.See file dsdata.txt to determine how the superseded data were derived.
 CV0536
 CV0536_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFR017972(NAD 83)
 CV0536_MARKER: DB = BENCH MARK DISK
 CV0536_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CV0536_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CV0536_STAMPING: H 7 3330 1928
 CV0536_MARK LOGO: USGS  
 CV0536_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CV0536
 CV0536  HISTORY     - Date     Condition        Report By
 CV0536  HISTORY     - 1928     MONUMENTED       USGS
 CV0536  HISTORY     - 1977     GOOD             NGS
 CV0536  HISTORY     - 1977     GOOD             NGS
 CV0536  HISTORY     - 1981     GOOD             NGS
 CV0536  HISTORY     - 1982     GOOD             NGS
 CV0536
 CV0536                          STATION DESCRIPTION
 CV0536
 CV0536'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CV0536'20.95 MI NE FROM CARLSBAD.
 CV0536'19.6 MILES NORTHEAST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE EAST END
 CV0536'OF THE BATAAN BRIDGE OVER THE PECOS RIVER, THENCE 1.5 MILES SOUTHEAST
 CV0536'ALONG A DIRT ROAD, 0.1 MILE SOUTHEAST OF THE JUNCTION OF A TRACK
 CV0536'ROAD LEADING NORTH, 60 FT. SOUTHWEST OF THE CENTER LINE OF THE ROAD,
 CV0536'0.15 MILE NORTHWEST OF THE JUNCTION OF A TRACK ROAD LEADING NORTHEAST
 CV0536'THROUGH A GATE.
 CV0536
 CV0536                          STATION RECOVERY (1977)
 CV0536
 CV0536'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CV0536'19.6 MILES NORTHEAST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE EAST END
 CV0536'OF THE BATAAN BRIDGE OVER THE PECOS RIVER, THENCE 1.5 MILES SOUTHEAST
 CV0536'ALONG A DIRT ROAD, 0.1 MILE SOUTHEAST OF THE JUNCTION OF A TRACK
 CV0536'ROAD LEADING NORTH, 60 FT. SOUTHWEST OF THE CENTER LINE OF THE ROAD,
 CV0536'0.15 MILE NORTHWEST OF THE JUNCTION OF A TRACK ROAD LEADING NORTHEAST
 CV0536'THROUGH A GATE.
 CV0536
 CV0536                          STATION RECOVERY (1981)
 CV0536
 CV0536'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CV0536'RECOVERED IN GOOD CONDITION.
 CV0536
 CV0536                          STATION RECOVERY (1982)
 CV0536
 CV0536'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CV0536'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0319 ***********************************************************************
 DQ0319  DESIGNATION -  H 7
 DQ0319  PID         -  DQ0319
 DQ0319  STATE/COUNTY-  NM/LEA
 DQ0319  USGS QUAD   -  TATUM SOUTH (1984)
 DQ0319
 DQ0319                         *CURRENT SURVEY CONTROL
 DQ0319  ___________________________________________________________________
 DQ0319* NAD 83(1986)-  33 13 40.     (N)    103 19 03.     (W)     SCALED    
 DQ0319* NAVD 88     -      1222.193  (meters)    4009.81   (feet)  ADJUSTED  
 DQ0319  ___________________________________________________________________
 DQ0319  GEOID HEIGHT-         -21.93  (meters)                     GEOID03
 DQ0319  DYNAMIC HT  -        1220.538 (meters)    4004.38  (feet)  COMP
 DQ0319  MODELED GRAV-     979,240.0   (mgal)                       NAVD 88
 DQ0319
 DQ0319  VERT ORDER  -  SECOND    CLASS 0
 DQ0319
 DQ0319.The horizontal coordinates were scaled from a topographic map and have
 DQ0319.an estimated accuracy of +/- 6 seconds.
 DQ0319
 DQ0319.The orthometric height was determined by differential leveling
 DQ0319.and adjusted by the National Geodetic Survey in June 1991..
 DQ0319
 DQ0319.The geoid height was determined by GEOID03.
 DQ0319
 DQ0319.The dynamic height is computed by dividing the NAVD 88
 DQ0319.geopotential number by the normal gravity value computed on the
 DQ0319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0319.degrees latitude (g = 980.6199 gals.).
 DQ0319
 DQ0319.The modeled gravity was interpolated from observed gravity values.
 DQ0319
 DQ0319;                    North         East    Units  Estimated Accuracy
 DQ0319;SPC NM E     -   247,470.      259,680.      MT  (+/- 180 meters Scaled)
 DQ0319
 DQ0319                          SUPERSEDED SURVEY CONTROL
 DQ0319
 DQ0319  NGVD 29 (??/??/92) 1221.743  (m)         4008.34   (f) ADJ UNCH    2 0
 DQ0319
 DQ0319.Superseded values are not recommended for survey control.
 DQ0319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0319.See file dsdata.txt to determine how the superseded data were derived.
 DQ0319
 DQ0319_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFS567778(NAD 83)
 DQ0319_MARKER: DD = SURVEY DISK
 DQ0319_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0319_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DQ0319_STAMPING: H-7 1930
 DQ0319_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0319+STABILITY: SURFACE MOTION
 DQ0319
 DQ0319  HISTORY     - Date     Condition        Report By
 DQ0319  HISTORY     - 1930     MONUMENTED       USGS
 DQ0319  HISTORY     - 1935     GOOD             NGS
 DQ0319  HISTORY     - 1947     MARK NOT FOUND   NGS
 DQ0319
 DQ0319                          STATION DESCRIPTION
 DQ0319
 DQ0319'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DQ0319'1.9 MI S FROM TATUM.
 DQ0319'1.9 MI. S. ALONG STATE NO. 18 70 FT. S. OF A ROAD TO W., 18 FT. W. OF
 DQ0319'THE FENCE LINE, AND SET IN BAR PIT OF NEW ROAD GRADE.
 DQ0319
 DQ0319                          STATION RECOVERY (1947)
 DQ0319
 DQ0319'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1947
 DQ0319'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0395 ***********************************************************************
 EO0395  DESIGNATION -  H 7
 EO0395  PID         -  EO0395
 EO0395  STATE/COUNTY-  NM/ROOSEVELT
 EO0395  USGS QUAD   -  DELPHOS (1985)
 EO0395
 EO0395                         *CURRENT SURVEY CONTROL
 EO0395  ___________________________________________________________________
 EO0395* NAD 83(1986)-  34 04 26.     (N)    103 29 40.     (W)     SCALED    
 EO0395* NAVD 88     -      1299.052  (meters)    4261.97   (feet)  POSTED    
 EO0395  ___________________________________________________________________
 EO0395  GEOID HEIGHT-         -22.75  (meters)                     GEOID03
 EO0395  DYNAMIC HT  -        1297.340 (meters)    4256.36  (feet)  COMP
 EO0395  MODELED GRAV-     979,272.4   (mgal)                       NAVD 88
 EO0395
 EO0395  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EO0395
 EO0395.The horizontal coordinates were scaled from a topographic map and have
 EO0395.an estimated accuracy of +/- 6 seconds.
 EO0395
 EO0395.The orthometric height was determined by differential leveling
 EO0395.and adjusted by the National Geodetic Survey in 1992..
 EO0395.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EO0395.rate of 0.0 thru 1.0 mm/km.
 EO0395
 EO0395.The geoid height was determined by GEOID03.
 EO0395
 EO0395.The dynamic height is computed by dividing the NAVD 88
 EO0395.geopotential number by the normal gravity value computed on the
 EO0395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0395.degrees latitude (g = 980.6199 gals.).
 EO0395
 EO0395.The modeled gravity was interpolated from observed gravity values.
 EO0395
 EO0395;                    North         East    Units  Estimated Accuracy
 EO0395;SPC NM E     -   341,170.      242,430.      MT  (+/- 180 meters Scaled)
 EO0395
 EO0395                          SUPERSEDED SURVEY CONTROL
 EO0395
 EO0395  NGVD 29 (??/??/92) 1298.468  (m)         4260.06   (f) ADJ UNCH    1 2
 EO0395
 EO0395.Superseded values are not recommended for survey control.
 EO0395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0395.See file dsdata.txt to determine how the superseded data were derived.
 EO0395
 EO0395_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFT389713(NAD 83)
 EO0395_MARKER: Q = CHISELED SQUARE
 EO0395_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EO0395_SP_SET: PERIMETER
 EO0395_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EO0395
 EO0395  HISTORY     - Date     Condition        Report By
 EO0395  HISTORY     - UNK      MONUMENTED       CGS
 EO0395  HISTORY     - 1956     MARK NOT FOUND   USGS
 EO0395  HISTORY     - 1982     MARK NOT FOUND   NGS
 EO0395
 EO0395                          STATION DESCRIPTION
 EO0395
 EO0395'DESCRIBED BY COAST AND GEODETIC SURVEY UNK
 EO0395'11.8 MI SW FROM PORTALES.
 EO0395'11.8 MILES SOUTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 EO0395'FROM THE STATION AT PORTALES, AT THE SIDING AT DELPHOS, 0.2 MILE
 EO0395'NORTHEAST OF MILEPOST 30, 25 FEET NORTHWEST OF THE CENTERLINE OF THE
 EO0395'MAIN TRACK, AND ON THE TOP OF WEST PERIMETER OF AN OLD CONCRETE
 EO0395'CISTERN.  A CHISELED SQUARE SURROUNDED BY THE LETTERS USBM.
 EO0395
 EO0395                          STATION RECOVERY (1956)
 EO0395
 EO0395'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 EO0395'MARK NOT FOUND.
 EO0395
 EO0395                          STATION RECOVERY (1982)
 EO0395
 EO0395'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 EO0395'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0305 ***********************************************************************
 GN0305  DESIGNATION -  H 71
 GN0305  PID         -  GN0305
 GN0305  STATE/COUNTY-  NM/RIO ARRIBA
 GN0305  USGS QUAD   -  COUNSELOR (1978)
 GN0305
 GN0305                         *CURRENT SURVEY CONTROL
 GN0305  ___________________________________________________________________
 GN0305* NAD 83(1986)-  36 14 14.     (N)    107 28 13.     (W)     SCALED    
 GN0305* NAVD 88     -      2064.053  (meters)    6771.81   (feet)  ADJUSTED  
 GN0305  ___________________________________________________________________
 GN0305  GEOID HEIGHT-         -20.34  (meters)                     GEOID03
 GN0305  DYNAMIC HT  -        2061.238 (meters)    6762.58  (feet)  COMP
 GN0305  MODELED GRAV-     979,195.1   (mgal)                       NAVD 88
 GN0305
 GN0305  VERT ORDER  -  SECOND    CLASS 0
 GN0305
 GN0305.The horizontal coordinates were scaled from a topographic map and have
 GN0305.an estimated accuracy of +/- 6 seconds.
 GN0305
 GN0305.The orthometric height was determined by differential leveling
 GN0305.and adjusted by the National Geodetic Survey in June 1991..
 GN0305
 GN0305.The geoid height was determined by GEOID03.
 GN0305
 GN0305.The dynamic height is computed by dividing the NAVD 88
 GN0305.geopotential number by the normal gravity value computed on the
 GN0305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GN0305.degrees latitude (g = 980.6199 gals.).
 GN0305
 GN0305.The modeled gravity was interpolated from observed gravity values.
 GN0305
 GN0305;                    North         East    Units  Estimated Accuracy
 GN0305;SPC NM C     -   581,520.      390,310.      MT  (+/- 180 meters Scaled)
 GN0305
 GN0305                          SUPERSEDED SURVEY CONTROL
 GN0305
 GN0305  NGVD 29 (??/??/92) 2062.984  (m)         6768.31   (f) ADJ UNCH    2 0
 GN0305
 GN0305.Superseded values are not recommended for survey control.
 GN0305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0305.See file dsdata.txt to determine how the superseded data were derived.
 GN0305
 GN0305_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBA780130(NAD 83)
 GN0305_MARKER: DB = BENCH MARK DISK
 GN0305_SETTING: 80 = SET IN A BOULDER
 GN0305_STAMPING: H 71 1934
 GN0305_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GN0305+STABILITY: SURFACE MOTION
 GN0305
 GN0305  HISTORY     - Date     Condition        Report By
 GN0305  HISTORY     - 1934     MONUMENTED       CGS
 GN0305  HISTORY     - 1966     GOOD             USGS
 GN0305
 GN0305                          STATION DESCRIPTION
 GN0305
 GN0305'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 GN0305'1.6 MI N FROM COUNSELORS.
 GN0305'COUNSELORS, SANDOVAL COUNTY, NEW MEXICO.  1.6 MI. NORTH ALONG EL PASO
 GN0305'NATURAL GAS COUNSELORS-LINDRITH CAMP ROAD.  TO A DIM ROAD-JUNCTION 50
 GN0305'FT. SOUTH OF SMALL FORD.  THENCE LEFT (WESTERLY) 0.4 MI. ALONG A TRACK
 GN0305'ROAD TO Y-JUNCTION.  THENCE LEFT (WESTERLY) 0.2 MI. TO Y-JUNCTION, 30
 GN0305'FT. EAST OF Y-JUNCTION AND 34 FT. SOUTH OF TRACK ROAD AND ABOUT 10 FT.
 GN0305'HIGHER THAN ROAD, A STANDARD TABLET SET IN A DRILL HOLE IN SANDSTONE
 GN0305'BOULDER STAMPED H 71 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0041 ***********************************************************************
 FO0041  DESIGNATION -  H 74
 FO0041  PID         -  FO0041
 FO0041  STATE/COUNTY-  NM/SANDOVAL
 FO0041  USGS QUAD   -  SANTO DOMINGO PUEBLO (1993)
 FO0041
 FO0041                         *CURRENT SURVEY CONTROL
 FO0041  ___________________________________________________________________
 FO0041* NAD 83(1986)-  35 34 21.     (N)    106 20 11.     (W)     SCALED    
 FO0041* NAVD 88     -      1597.453  (meters)    5240.98   (feet)  ADJUSTED  
 FO0041  ___________________________________________________________________
 FO0041  GEOID HEIGHT-         -20.40  (meters)                     GEOID03
 FO0041  DYNAMIC HT  -        1595.284 (meters)    5233.86  (feet)  COMP
 FO0041  MODELED GRAV-     979,220.9   (mgal)                       NAVD 88
 FO0041
 FO0041  VERT ORDER  -  FIRST     CLASS II
 FO0041
 FO0041.The horizontal coordinates were scaled from a topographic map and have
 FO0041.an estimated accuracy of +/- 6 seconds.
 FO0041
 FO0041.The orthometric height was determined by differential leveling
 FO0041.and adjusted by the National Geodetic Survey in June 1991..
 FO0041
 FO0041.The geoid height was determined by GEOID03.
 FO0041
 FO0041.The dynamic height is computed by dividing the NAVD 88
 FO0041.geopotential number by the normal gravity value computed on the
 FO0041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0041.degrees latitude (g = 980.6199 gals.).
 FO0041
 FO0041.The modeled gravity was interpolated from observed gravity values.
 FO0041
 FO0041;                    North         East    Units  Estimated Accuracy
 FO0041;SPC NM C     -   507,090.      492,170.      MT  (+/- 180 meters Scaled)
 FO0041
 FO0041                          SUPERSEDED SURVEY CONTROL
 FO0041
 FO0041  NGVD 29 (??/??/92) 1596.518  (m)         5237.91   (f) ADJ UNCH    1 2
 FO0041
 FO0041.Superseded values are not recommended for survey control.
 FO0041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0041.See file dsdata.txt to determine how the superseded data were derived.
 FO0041
 FO0041_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV789373(NAD 83)
 FO0041_MARKER: DB = BENCH MARK DISK
 FO0041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FO0041_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FO0041_STAMPING: H 74 1934
 FO0041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO0041+STABILITY: SURFACE MOTION
 FO0041
 FO0041  HISTORY     - Date     Condition        Report By
 FO0041  HISTORY     - 1934     MONUMENTED       CGS
 FO0041  HISTORY     - 1951     GOOD             NGS
 FO0041
 FO0041                          STATION DESCRIPTION
 FO0041
 FO0041'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 FO0041'IN PENABLANCA.
 FO0041'AT PENABLANCA, 72 FEET WEST OF THE CENTER OF THE MAIN ENTRANCE TO THE
 FO0041'CATHOLIC CHURCH, 12 FEET SOUTHWEST OF THE CENTER OF THE GATE TO THE
 FO0041'CHURCH YARD, 62 FEET EAST OF THE CENTER LINE OF A GRAVELED ROAD, 30
 FO0041'FEET NORTHWEST OF THE SOUTHWEST CORNER OF THE CHURCH, SET IN THE TOP
 FO0041'OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0120 ***********************************************************************
 FN0120  DESIGNATION -  H 75
 FN0120  PID         -  FN0120
 FN0120  STATE/COUNTY-  NM/SAN MIGUEL
 FN0120  USGS QUAD   -  ONAVA (1976)
 FN0120
 FN0120                         *CURRENT SURVEY CONTROL
 FN0120  ___________________________________________________________________
 FN0120* NAD 83(1986)-  35 42 36.     (N)    105 04 42.     (W)     SCALED    
 FN0120* NAVD 88     -      2039.594  (meters)    6691.57   (feet)  ADJUSTED  
 FN0120  ___________________________________________________________________
 FN0120  GEOID HEIGHT-         -18.81  (meters)                     GEOID03
 FN0120  DYNAMIC HT  -        2036.799 (meters)    6682.40  (feet)  COMP
 FN0120  MODELED GRAV-     979,189.3   (mgal)                       NAVD 88
 FN0120
 FN0120  VERT ORDER  -  SECOND    CLASS 0
 FN0120
 FN0120.The horizontal coordinates were scaled from a topographic map and have
 FN0120.an estimated accuracy of +/- 6 seconds.
 FN0120
 FN0120.The orthometric height was determined by differential leveling
 FN0120.and adjusted by the National Geodetic Survey in June 1991..
 FN0120
 FN0120.The geoid height was determined by GEOID03.
 FN0120
 FN0120.The dynamic height is computed by dividing the NAVD 88
 FN0120.geopotential number by the normal gravity value computed on the
 FN0120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FN0120.degrees latitude (g = 980.6199 gals.).
 FN0120
 FN0120.The modeled gravity was interpolated from observed gravity values.
 FN0120
 FN0120;                    North         East    Units  Estimated Accuracy
 FN0120;SPC NM E     -   522,600.       97,590.      MT  (+/- 180 meters Scaled)
 FN0120
 FN0120                          SUPERSEDED SURVEY CONTROL
 FN0120
 FN0120  NGVD 29 (??/??/92) 2038.601  (m)         6688.31   (f) ADJ UNCH    2 0
 FN0120
 FN0120.Superseded values are not recommended for survey control.
 FN0120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0120.See file dsdata.txt to determine how the superseded data were derived.
 FN0120
 FN0120_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV929517(NAD 83)
 FN0120_MARKER: DB = BENCH MARK DISK
 FN0120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FN0120_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FN0120_STAMPING: H 75 1934
 FN0120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FN0120+STABILITY: SURFACE MOTION
 FN0120
 FN0120  HISTORY     - Date     Condition        Report By
 FN0120  HISTORY     - 1934     MONUMENTED       CGS
 FN0120
 FN0120                          STATION DESCRIPTION
 FN0120
 FN0120'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FN0120'7.8 MI SW FROM WATROUS.
 FN0120'7.8 MI. S.W. OF DEPOT ON A.T. AND S.F. RY.  21 FT. (. OF MILE POLE NO.
 FN0120'758, 48 FT. N.W. OF CENTER LINE OF TRACK AND 30 FT. S.E. OF CENTER
 FN0120'LINE OF U.S. NO. 85.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0273 ***********************************************************************
 CV0273  DESIGNATION -  H 77
 CV0273  PID         -  CV0273
 CV0273  STATE/COUNTY-  NM/LEA
 CV0273  USGS QUAD   -  HOBBS WEST (1979)
 CV0273
 CV0273                         *CURRENT SURVEY CONTROL
 CV0273  ___________________________________________________________________
 CV0273* NAD 83(1986)-  32 43 33.     (N)    103 08 48.     (W)     SCALED    
 CV0273* NAVD 88     -      1108.573  (meters)    3637.04   (feet)  ADJUSTED  
 CV0273  ___________________________________________________________________
 CV0273  GEOID HEIGHT-         -21.60  (meters)                     GEOID03
 CV0273  DYNAMIC HT  -        1107.087 (meters)    3632.17  (feet)  COMP
 CV0273  MODELED GRAV-     979,257.8   (mgal)                       NAVD 88
 CV0273
 CV0273  VERT ORDER  -  FIRST     CLASS II
 CV0273
 CV0273.The horizontal coordinates were scaled from a topographic map and have
 CV0273.an estimated accuracy of +/- 6 seconds.
 CV0273
 CV0273.The orthometric height was determined by differential leveling
 CV0273.and adjusted by the National Geodetic Survey in June 1991..
 CV0273
 CV0273.The geoid height was determined by GEOID03.
 CV0273
 CV0273.The dynamic height is computed by dividing the NAVD 88
 CV0273.geopotential number by the normal gravity value computed on the
 CV0273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0273.degrees latitude (g = 980.6199 gals.).
 CV0273
 CV0273.The modeled gravity was interpolated from observed gravity values.
 CV0273
 CV0273;                    North         East    Units  Estimated Accuracy
 CV0273;SPC NM E     -   191,970.      276,230.      MT  (+/- 180 meters Scaled)
 CV0273
 CV0273                          SUPERSEDED SURVEY CONTROL
 CV0273
 CV0273  NGVD 29 (??/??/92) 1108.238  (m)         3635.94   (f) ADJ UNCH    1 2
 CV0273
 CV0273.Superseded values are not recommended for survey control.
 CV0273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0273.See file dsdata.txt to determine how the superseded data were derived.
 CV0273
 CV0273_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFS736224(NAD 83)
 CV0273_MARKER: DD = SURVEY DISK
 CV0273_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0273_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CV0273_STAMPING: H 77 1929
 CV0273_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CV0273+STABILITY: SURFACE MOTION
 CV0273
 CV0273  HISTORY     - Date     Condition        Report By
 CV0273  HISTORY     - 1929     MONUMENTED       USGS
 CV0273  HISTORY     - 1934     GOOD             NGS
 CV0273  HISTORY     - 1935     GOOD             NGS
 CV0273
 CV0273                          STATION DESCRIPTION
 CV0273
 CV0273'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CV0273'1.7 MI N FROM HOBBS.
 CV0273'1.7 MILES NORTH ON ROAD TO KNOWLES AT INTERSECTION OF ROAD TO KNOWLES
 CV0273'AND STATE HWY. NO. 83, 24 FEET EAST AND 21 FEET NORTH OF CENTER LINES
 CV0273'OF HIGHWAYS AT T ROAD EAST, ABOUT 50 FEET NORTH OF FENCE CORNER OF
 CV0273'SHELL OIL PLANT AND ABOUT 15 FEET SOUTH OF A FENCE.
 CV0273
 CV0273                          STATION RECOVERY (1935)
 CV0273
 CV0273'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 CV0273'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0251 ***********************************************************************
 FN0251  DESIGNATION -  H 77
 FN0251  PID         -  FN0251
 FN0251  STATE/COUNTY-  NM/GUADALUPE
 FN0251  USGS QUAD   -  THOMPSON RANCH (1963)
 FN0251
 FN0251                         *CURRENT SURVEY CONTROL
 FN0251  ___________________________________________________________________
 FN0251* NAD 83(1986)-  35 06 28.     (N)    105 01 55.     (W)     SCALED    
 FN0251* NAVD 88     -      1648.267  (meters)    5407.69   (feet)  ADJUSTED  
 FN0251  ___________________________________________________________________
 FN0251  GEOID HEIGHT-         -21.00  (meters)                     GEOID03
 FN0251  DYNAMIC HT  -        1646.034 (meters)    5400.36  (feet)  COMP
 FN0251  MODELED GRAV-     979,221.2   (mgal)                       NAVD 88
 FN0251
 FN0251  VERT ORDER  -  SECOND    CLASS 0
 FN0251
 FN0251.The horizontal coordinates were scaled from a topographic map and have
 FN0251.an estimated accuracy of +/- 6 seconds.
 FN0251
 FN0251.The orthometric height was determined by differential leveling
 FN0251.and adjusted by the National Geodetic Survey in June 1991..
 FN0251
 FN0251.The geoid height was determined by GEOID03.
 FN0251
 FN0251.The dynamic height is computed by dividing the NAVD 88
 FN0251.geopotential number by the normal gravity value computed on the
 FN0251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FN0251.degrees latitude (g = 980.6199 gals.).
 FN0251
 FN0251.The modeled gravity was interpolated from observed gravity values.
 FN0251
 FN0251;                    North         East    Units  Estimated Accuracy
 FN0251;SPC NM E     -   455,760.      101,310.      MT  (+/- 180 meters Scaled)
 FN0251
 FN0251                          SUPERSEDED SURVEY CONTROL
 FN0251
 FN0251  NGVD 29 (??/??/92) 1647.476  (m)         5405.09   (f) ADJ UNCH    2 0
 FN0251
 FN0251.Superseded values are not recommended for survey control.
 FN0251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0251.See file dsdata.txt to determine how the superseded data were derived.
 FN0251
 FN0251_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDU970849(NAD 83)
 FN0251_MARKER: DB = BENCH MARK DISK
 FN0251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FN0251_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FN0251_STAMPING: H 77 1934
 FN0251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FN0251+STABILITY: SURFACE MOTION
 FN0251
 FN0251  HISTORY     - Date     Condition        Report By
 FN0251  HISTORY     - 1934     MONUMENTED       CGS
 FN0251  HISTORY     - 1963     MARK NOT FOUND   NGS
 FN0251
 FN0251                          STATION DESCRIPTION
 FN0251
 FN0251'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FN0251'7.0 MI SE FROM DILIA.
 FN0251'7.0 MILES SOUTHEAST ALONG U. S. HIGHWAY 84 FROM DILIA, GUADALUPE
 FN0251'COUNTY, 50 YARDS NORTHWEST OF A DRAINAGE DITCH, AND 36 FEET NORTH OF
 FN0251'THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, SET IN THE TOP OF A
 FN0251'CONCRETE POST.
 FN0251
 FN0251                          STATION RECOVERY (1963)
 FN0251
 FN0251'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 FN0251'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0137 ***********************************************************************
 FN0137  DESIGNATION -  H 78
 FN0137  PID         -  FN0137
 FN0137  STATE/COUNTY-  NM/MORA
 FN0137  USGS QUAD   -  LAKE ISABEL (1963)
 FN0137
 FN0137                         *CURRENT SURVEY CONTROL
 FN0137  ___________________________________________________________________
 FN0137* NAD 83(1986)-  35 50 52.     (N)    105 14 29.     (W)     SCALED    
 FN0137* NAVD 88     -      2184.051  (meters)    7165.51   (feet)  ADJUSTED  
 FN0137  ___________________________________________________________________
 FN0137  GEOID HEIGHT-         -18.13  (meters)                     GEOID03
 FN0137  DYNAMIC HT  -        2181.006 (meters)    7155.52  (feet)  COMP
 FN0137  MODELED GRAV-     979,160.1   (mgal)                       NAVD 88
 FN0137
 FN0137  VERT ORDER  -  SECOND    CLASS 0
 FN0137
 FN0137.The horizontal coordinates were scaled from a topographic map and have
 FN0137.an estimated accuracy of +/- 6 seconds.
 FN0137
 FN0137.The orthometric height was determined by differential leveling
 FN0137.and adjusted by the National Geodetic Survey in June 1991..
 FN0137
 FN0137.The geoid height was determined by GEOID03.
 FN0137
 FN0137.The dynamic height is computed by dividing the NAVD 88
 FN0137.geopotential number by the normal gravity value computed on the
 FN0137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FN0137.degrees latitude (g = 980.6199 gals.).
 FN0137
 FN0137.The modeled gravity was interpolated from observed gravity values.
 FN0137
 FN0137;                    North         East    Units  Estimated Accuracy
 FN0137;SPC NM E     -   538,010.       82,980.      MT  (+/- 180 meters Scaled)
 FN0137
 FN0137                          SUPERSEDED SURVEY CONTROL
 FN0137
 FN0137  NGVD 29 (??/??/92) 2182.990  (m)         7162.03   (f) ADJ UNCH    2 0
 FN0137
 FN0137.Superseded values are not recommended for survey control.
 FN0137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0137.See file dsdata.txt to determine how the superseded data were derived.
 FN0137
 FN0137_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV782670(NAD 83)
 FN0137_MARKER: DB = BENCH MARK DISK
 FN0137_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FN0137_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FN0137_STAMPING: H 78 1934
 FN0137_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FN0137+STABILITY: SURFACE MOTION
 FN0137
 FN0137  HISTORY     - Date     Condition        Report By
 FN0137  HISTORY     - 1934     MONUMENTED       CGS
 FN0137  HISTORY     - 1962     GOOD             USGS
 FN0137
 FN0137                          STATION DESCRIPTION
 FN0137
 FN0137'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 FN0137'11.9 MI S FROM MORA.
 FN0137'IN MORA COUNTY, 11.9 MILES SOUTH ALONG STATE 3 FROM MORA, MORA COUNTY,
 FN0137'OPPOSITE A PROMINENT ROCK OUTCROP ON THE WEST SIDE OF THE ROAD, 37
 FN0137'FEET EAST OF AND 4 FEET LOWER THAN THE CENTERLINE OF THE HIGHWAY. A
 FN0137'STANDARD DISK, SET IN A CONCRETE POST PROJECTING 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0482 ***********************************************************************
 GM0482  DESIGNATION -  H 79
 GM0482  PID         -  GM0482
 GM0482  STATE/COUNTY-  NM/TAOS
 GM0482  USGS QUAD   -  TRES RITOS (1995)
 GM0482
 GM0482                         *CURRENT SURVEY CONTROL
 GM0482  ___________________________________________________________________
 GM0482* NAD 83(1986)-  36 14 45.     (N)    105 35 44.     (W)     SCALED    
 GM0482* NAVD 88     -      2441.288  (meters)    8009.46   (feet)  ADJUSTED  
 GM0482  ___________________________________________________________________
 GM0482  GEOID HEIGHT-         -17.15  (meters)                     GEOID03
 GM0482  DYNAMIC HT  -        2437.833 (meters)    7998.12  (feet)  COMP
 GM0482  MODELED GRAV-     979,128.6   (mgal)                       NAVD 88
 GM0482
 GM0482  VERT ORDER  -  SECOND    CLASS 0
 GM0482
 GM0482.The horizontal coordinates were scaled from a topographic map and have
 GM0482.an estimated accuracy of +/- 6 seconds.
 GM0482
 GM0482.The orthometric height was determined by differential leveling
 GM0482.and adjusted by the National Geodetic Survey in June 1991..
 GM0482
 GM0482.The geoid height was determined by GEOID03.
 GM0482
 GM0482.The dynamic height is computed by dividing the NAVD 88
 GM0482.geopotential number by the normal gravity value computed on the
 GM0482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GM0482.degrees latitude (g = 980.6199 gals.).
 GM0482
 GM0482.The modeled gravity was interpolated from observed gravity values.
 GM0482
 GM0482;                    North         East    Units  Estimated Accuracy
 GM0482;SPC NM C     -   581,990.      558,820.      MT  (+/- 180 meters Scaled)
 GM0482
 GM0482                          SUPERSEDED SURVEY CONTROL
 GM0482
 GM0482  NGVD 29 (??/??/92) 2440.112  (m)         8005.60   (f) ADJ UNCH    2 0
 GM0482
 GM0482.Superseded values are not recommended for survey control.
 GM0482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0482.See file dsdata.txt to determine how the superseded data were derived.
 GM0482
 GM0482_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDA464113(NAD 83)
 GM0482_MARKER: DB = BENCH MARK DISK
 GM0482_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GM0482_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GM0482_STAMPING: H 79 1934
 GM0482_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GM0482+STABILITY: SURFACE MOTION
 GM0482
 GM0482  HISTORY     - Date     Condition        Report By
 GM0482  HISTORY     - 1934     MONUMENTED       CGS
 GM0482  HISTORY     - 1964     MARK NOT FOUND   USGS
 GM0482
 GM0482                          STATION DESCRIPTION
 GM0482
 GM0482'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GM0482'12.6 MI S FROM TAOS.
 GM0482'12.6 MILES SOUTH ALONG STATE HIGHWAY 3 FROM TAOS, TAOS COUNTY, AT THE
 GM0482'NORTHEAST END OF A SMALL CUT, 28 FEET SOUTHEAST OF THE CENTERLINE OF
 GM0482'THE HIGHWAY, 8 FEET NORTHWEST OF A DRAINAGE DITCH, AND 3 FEET LOWER
 GM0482'THAN THE HIGHWAY.  A STANDARD DISK, SET IN THE TOP OF A CONCRETE POST.
 GM0482
 GM0482                          STATION RECOVERY (1964)
 GM0482
 GM0482'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 GM0482'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0454 ***********************************************************************
 CV0454  DESIGNATION -  H 8
 CV0454  PID         -  CV0454
 CV0454  STATE/COUNTY-  NM/EDDY
 CV0454  USGS QUAD   -  TOWER HILL SOUTH (1985)
 CV0454
 CV0454                         *CURRENT SURVEY CONTROL
 CV0454  ___________________________________________________________________
 CV0454* NAD 83(1986)-  32 28 32.     (N)    103 53 38.     (W)     SCALED    
 CV0454* NAVD 88     -       977.048  (meters)    3205.53   (feet)  POSTED    
 CV0454  ___________________________________________________________________
 CV0454  GEOID HEIGHT-         -24.09  (meters)                     GEOID03
 CV0454  DYNAMIC HT  -         975.660 (meters)    3200.98  (feet)  COMP
 CV0454  MODELED GRAV-     979,184.5   (mgal)                       NAVD 88
 CV0454
 CV0454  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 CV0454
 CV0454.The horizontal coordinates were scaled from a topographic map and have
 CV0454.an estimated accuracy of +/- 6 seconds.
 CV0454
 CV0454.The orthometric height was determined by differential leveling
 CV0454.and adjusted by the National Geodetic Survey in 1992..
 CV0454.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 CV0454.rate of 0.0 thru 1.0 mm/km.
 CV0454
 CV0454.The geoid height was determined by GEOID03.
 CV0454
 CV0454.The dynamic height is computed by dividing the NAVD 88
 CV0454.geopotential number by the normal gravity value computed on the
 CV0454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0454.degrees latitude (g = 980.6199 gals.).
 CV0454
 CV0454.The modeled gravity was interpolated from observed gravity values.
 CV0454
 CV0454;                    North         East    Units  Estimated Accuracy
 CV0454;SPC NM E     -   163,680.      206,310.      MT  (+/- 180 meters Scaled)
 CV0454
 CV0454                          SUPERSEDED SURVEY CONTROL
 CV0454
 CV0454  NGVD 29 (??/??/92)  976.590  (m)         3204.03   (f) ADJ UNCH    2 0
 CV0454
 CV0454.Superseded values are not recommended for survey control.
 CV0454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0454.See file dsdata.txt to determine how the superseded data were derived.
 CV0454
 CV0454_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFR039936(NAD 83)
 CV0454_MARKER: DB = BENCH MARK DISK
 CV0454_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0454_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CV0454_STAMPING: H-8 1928
 CV0454_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CV0454+STABILITY: SURFACE MOTION
 CV0454
 CV0454  HISTORY     - Date     Condition        Report By
 CV0454  HISTORY     - 1928     MONUMENTED       USGS
 CV0454  HISTORY     - 1935     GOOD             NGS
 CV0454
 CV0454                          STATION DESCRIPTION
 CV0454
 CV0454'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 CV0454'23.9 MI E FROM CARLSBAD.
 CV0454'23.9 MI. E. OF COURTHOUSE ALONG U.S. NO. 62 0.6 MI. W. OF A CATTLE
 CV0454'GUARD, 36 FT. N. OF THE CENTER LINE OF HWY., AND 12 FT. S. OF THE
 CV0454'TELEPHONE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0315 ***********************************************************************
 DQ0315  DESIGNATION -  H 8
 DQ0315  PID         -  DQ0315
 DQ0315  STATE/COUNTY-  NM/LEA
 DQ0315  USGS QUAD   -  TATUM NORTH (1970)
 DQ0315
 DQ0315                         *CURRENT SURVEY CONTROL
 DQ0315  ___________________________________________________________________
 DQ0315* NAD 83(1986)-  33 15 24.     (N)    103 19 03.     (W)     SCALED    
 DQ0315* NAVD 88     -      1218.809  (meters)    3998.71   (feet)  ADJUSTED  
 DQ0315  ___________________________________________________________________
 DQ0315  GEOID HEIGHT-         -21.94  (meters)                     GEOID03
 DQ0315  DYNAMIC HT  -        1217.162 (meters)    3993.31  (feet)  COMP
 DQ0315  MODELED GRAV-     979,243.1   (mgal)                       NAVD 88
 DQ0315
 DQ0315  VERT ORDER  -  SECOND    CLASS 0
 DQ0315
 DQ0315.The horizontal coordinates were scaled from a topographic map and have
 DQ0315.an estimated accuracy of +/- 6 seconds.
 DQ0315
 DQ0315.The orthometric height was determined by differential leveling
 DQ0315.and adjusted by the National Geodetic Survey in June 1991..
 DQ0315
 DQ0315.The geoid height was determined by GEOID03.
 DQ0315
 DQ0315.The dynamic height is computed by dividing the NAVD 88
 DQ0315.geopotential number by the normal gravity value computed on the
 DQ0315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0315.degrees latitude (g = 980.6199 gals.).
 DQ0315
 DQ0315.The modeled gravity was interpolated from observed gravity values.
 DQ0315
 DQ0315;                    North         East    Units  Estimated Accuracy
 DQ0315;SPC NM E     -   250,680.      259,650.      MT  (+/- 180 meters Scaled)
 DQ0315
 DQ0315                          SUPERSEDED SURVEY CONTROL
 DQ0315
 DQ0315  NGVD 29 (??/??/92) 1218.354  (m)         3997.22   (f) ADJ UNCH    2 0
 DQ0315
 DQ0315.Superseded values are not recommended for survey control.
 DQ0315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0315.See file dsdata.txt to determine how the superseded data were derived.
 DQ0315
 DQ0315_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFS567810(NAD 83)
 DQ0315_MARKER: DD = SURVEY DISK
 DQ0315_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DQ0315_SP_SET: DRIVEWAY
 DQ0315_STAMPING: H-8 1930
 DQ0315_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DQ0315
 DQ0315  HISTORY     - Date     Condition        Report By
 DQ0315  HISTORY     - 1930     MONUMENTED       USGS
 DQ0315  HISTORY     - 1934     GOOD             NGS
 DQ0315  HISTORY     - 1943     GOOD             NGS
 DQ0315
 DQ0315                          STATION DESCRIPTION
 DQ0315
 DQ0315'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DQ0315'IN TATUM.
 DQ0315'AT THE CHEVROLET GARAGE AND FILLING STA., 27 FT. S. OF THE S. EDGE OF
 DQ0315'BLDG., 10 FT. W. OF THE W. GAS PUMP, 32 FT. N. OF THE CENTER LINE OF
 DQ0315'THE HWY., AND SET IN THE S.W. CORNER OF THE DRIVEWAY OF FILLING STA.
 DQ0315
 DQ0315                          STATION RECOVERY (1943)
 DQ0315
 DQ0315'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1943
 DQ0315'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0020 ***********************************************************************
 DR0020  DESIGNATION -  H 8
 DR0020  PID         -  DR0020
 DR0020  STATE/COUNTY-  NM/CHAVES
 DR0020  USGS QUAD   -  ELKINS (1982)
 DR0020
 DR0020                         *CURRENT SURVEY CONTROL
 DR0020  ___________________________________________________________________
 DR0020* NAD 83(1986)-  33 39 18.     (N)    104 06 54.     (W)     SCALED    
 DR0020* NAVD 88     -      1201.803  (meters)    3942.92   (feet)  ADJUSTED  
 DR0020  ___________________________________________________________________
 DR0020  GEOID HEIGHT-         -23.18  (meters)                     GEOID03
 DR0020  DYNAMIC HT  -        1200.173 (meters)    3937.57  (feet)  COMP
 DR0020  MODELED GRAV-     979,238.9   (mgal)                       NAVD 88
 DR0020
 DR0020  VERT ORDER  -  FIRST     CLASS II
 DR0020
 DR0020.The horizontal coordinates were scaled from a topographic map and have
 DR0020.an estimated accuracy of +/- 6 seconds.
 DR0020
 DR0020.The orthometric height was determined by differential leveling
 DR0020.and adjusted by the National Geodetic Survey in June 1991..
 DR0020
 DR0020.The geoid height was determined by GEOID03.
 DR0020
 DR0020.The dynamic height is computed by dividing the NAVD 88
 DR0020.geopotential number by the normal gravity value computed on the
 DR0020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0020.degrees latitude (g = 980.6199 gals.).
 DR0020
 DR0020.The modeled gravity was interpolated from observed gravity values.
 DR0020
 DR0020;                    North         East    Units  Estimated Accuracy
 DR0020;SPC NM E     -   294,420.      185,250.      MT  (+/- 180 meters Scaled)
 DR0020
 DR0020                          SUPERSEDED SURVEY CONTROL
 DR0020
 DR0020  NGVD 29 (??/??/92) 1201.220  (m)         3941.00   (f) ADJ UNCH    1 2
 DR0020
 DR0020.Superseded values are not recommended for survey control.
 DR0020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0020.See file dsdata.txt to determine how the superseded data were derived.
 DR0020
 DR0020_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SET820242(NAD 83)
 DR0020_MARKER: X = CHISELED CROSS
 DR0020_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DR0020_SP_SET: MILEPOST
 DR0020_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR0020
 DR0020  HISTORY     - Date     Condition        Report By
 DR0020  HISTORY     - UNK      MONUMENTED       CGS
 DR0020  HISTORY     - 1941     GOOD             NGS
 DR0020
 DR0020                          STATION DESCRIPTION
 DR0020
 DR0020'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 DR0020'4.1 MI SW FROM ELKINS.
 DR0020'4.1 MILES SOUTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 DR0020'FROM THE STATION AT ELKINS, ON THE TOP OF IRON MILEPOST 76, 10 FEET
 DR0020'NORTHWEST OF THE CENTERLINE OF THE TRACK, AND LEVEL WITH THE TRACK. A
 DR0020'CHISELED CROSS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0110 ***********************************************************************
 FO0110  DESIGNATION -  H 81
 FO0110  PID         -  FO0110
 FO0110  STATE/COUNTY-  NM/SANTA FE
 FO0110  USGS QUAD   -  WHITE ROCK (1984)
 FO0110
 FO0110                         *CURRENT SURVEY CONTROL
 FO0110  ___________________________________________________________________
 FO0110* NAD 83(1986)-  35 52 27.     (N)    106 10 47.     (W)     SCALED    
 FO0110* NAVD 88     -      1771.571  (meters)    5812.23   (feet)  ADJUSTED  
 FO0110  ___________________________________________________________________
 FO0110  GEOID HEIGHT-         -19.36  (meters)                     GEOID03
 FO0110  DYNAMIC HT  -        1769.155 (meters)    5804.30  (feet)  COMP
 FO0110  MODELED GRAV-     979,207.3   (mgal)                       NAVD 88
 FO0110
 FO0110  VERT ORDER  -  SECOND    CLASS 0
 FO0110
 FO0110.The horizontal coordinates were scaled from a topographic map and have
 FO0110.an estimated accuracy of +/- 6 seconds.
 FO0110
 FO0110.The orthometric height was determined by differential leveling
 FO0110.and adjusted by the National Geodetic Survey in June 1991..
 FO0110
 FO0110.The geoid height was determined by GEOID03.
 FO0110
 FO0110.The dynamic height is computed by dividing the NAVD 88
 FO0110.geopotential number by the normal gravity value computed on the
 FO0110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0110.degrees latitude (g = 980.6199 gals.).
 FO0110
 FO0110.The modeled gravity was interpolated from observed gravity values.
 FO0110
 FO0110;                    North         East    Units  Estimated Accuracy
 FO0110;SPC NM C     -   540,550.      506,350.      MT  (+/- 180 meters Scaled)
 FO0110
 FO0110                          SUPERSEDED SURVEY CONTROL
 FO0110
 FO0110  NGVD 29 (??/??/92) 1770.551  (m)         5808.88   (f) ADJ UNCH    2 0
 FO0110
 FO0110.Superseded values are not recommended for survey control.
 FO0110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0110.See file dsdata.txt to determine how the superseded data were derived.
 FO0110
 FO0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV935706(NAD 83)
 FO0110_MARKER: DB = BENCH MARK DISK
 FO0110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FO0110_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FO0110_STAMPING: H 81 1934
 FO0110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO0110+STABILITY: SURFACE MOTION
 FO0110
 FO0110  HISTORY     - Date     Condition        Report By
 FO0110  HISTORY     - 1934     MONUMENTED       CGS
 FO0110  HISTORY     - 1941     GOOD             NGS
 FO0110  HISTORY     - 1978     MARK NOT FOUND   USGS
 FO0110
 FO0110                          STATION DESCRIPTION
 FO0110
 FO0110'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 FO0110'2.7 MI W FROM OTOWI.
 FO0110'2.7 MILES WEST ALONG STATE HIGHWAY 4 FROM THE OTOWI HIGHWAY BRIDGE
 FO0110'OVER RIO GRANDE RIVER AT OTOWI, SANTA FE COUNTY, 0.3 MILE WEST OF A
 FO0110'CONCRETE DIP, 40 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 18 FEET
 FO0110'EAST OF A SMALL DRY WASH, 2.0 FEET EAST OF A 4-BY 4-INCH WHITE WOODEN
 FO0110'POST STENCILED USBM AND 3 FEET HIGHER THAN THE HIGHWAY.  A STANDARD
 FO0110'DISK, STAMPED H 81 1934 AND SET IN THE TOP OF A CONCRETE POST
 FO0110'PROJECTING 0.6 FOOT ABOVE THE GROUND.
 FO0110
 FO0110                          STATION RECOVERY (1978)
 FO0110
 FO0110'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 FO0110'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0575 ***********************************************************************
 FO0575  DESIGNATION -  H 83
 FO0575  PID         -  FO0575
 FO0575  STATE/COUNTY-  NM/SANDOVAL
 FO0575  USGS QUAD   -  JEMEZ PUEBLO (1969)
 FO0575
 FO0575                         *CURRENT SURVEY CONTROL
 FO0575  ___________________________________________________________________
 FO0575* NAD 83(1986)-  35 36 45.     (N)    106 43 37.     (W)     SCALED    
 FO0575* NAVD 88     -      1703.029  (meters)    5587.35   (feet)  ADJUSTED  
 FO0575  ___________________________________________________________________
 FO0575  GEOID HEIGHT-         -20.11  (meters)                     GEOID03
 FO0575  DYNAMIC HT  -        1700.753 (meters)    5579.89  (feet)  COMP
 FO0575  MODELED GRAV-     979,237.2   (mgal)                       NAVD 88
 FO0575
 FO0575  VERT ORDER  -  SECOND    CLASS 0
 FO0575
 FO0575.The horizontal coordinates were scaled from a topographic map and have
 FO0575.an estimated accuracy of +/- 6 seconds.
 FO0575
 FO0575.The orthometric height was determined by differential leveling
 FO0575.and adjusted by the National Geodetic Survey in June 1991..
 FO0575
 FO0575.The geoid height was determined by GEOID03.
 FO0575
 FO0575.The dynamic height is computed by dividing the NAVD 88
 FO0575.geopotential number by the normal gravity value computed on the
 FO0575.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0575.degrees latitude (g = 980.6199 gals.).
 FO0575
 FO0575.The modeled gravity was interpolated from observed gravity values.
 FO0575
 FO0575;                    North         East    Units  Estimated Accuracy
 FO0575;SPC NM C     -   511,630.      456,790.      MT  (+/- 180 meters Scaled)
 FO0575
 FO0575                          SUPERSEDED SURVEY CONTROL
 FO0575
 FO0575  NGVD 29 (??/??/92) 1702.111  (m)         5584.34   (f) ADJ UNCH    2 0
 FO0575
 FO0575.Superseded values are not recommended for survey control.
 FO0575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0575.See file dsdata.txt to determine how the superseded data were derived.
 FO0575
 FO0575_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV435423(NAD 83)
 FO0575_MARKER: DB = BENCH MARK DISK
 FO0575_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FO0575_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FO0575_STAMPING: H 83 1934
 FO0575_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO0575+STABILITY: SURFACE MOTION
 FO0575
 FO0575  HISTORY     - Date     Condition        Report By
 FO0575  HISTORY     - 1934     MONUMENTED       CGS
 FO0575  HISTORY     - 1941     GOOD             NGS
 FO0575  HISTORY     - 1989     GOOD             USPSQD
 FO0575
 FO0575                          STATION DESCRIPTION
 FO0575
 FO0575'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 FO0575'IN JEMES.
 FO0575'AT JEMES, SANDOVAL COUNTY, AT THE CATHOLIC CHURCH, 295 FEET NORTH OF A
 FO0575'WOODEN BRIDGE OVER AN IRRIGATION DITCH, 93 FEET SOUTHWEST OF THE FRONT
 FO0575'ENTRANCE TO THE CHURCH, 31 FEET NORTH OF THE CENTERLINE OF A ROAD, 21
 FO0575'FEET WEST OF A GATE AT THE ENTRANCE TO THE CHURCHYARD, 2 FEET SOUTH OF
 FO0575'THE SECOND 6- BY 6-INCH WOODEN FENCE POST WEST OF THE GATE, AND LEVEL
 FO0575'WITH THE ROAD.  A STANDARD DISK, STAMPED H 83 1934 AND SET IN THE TOP
 FO0575'OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
 FO0575
 FO0575                          STATION RECOVERY (1989)
 FO0575
 FO0575'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 FO0575'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1151 ***********************************************************************
 GL1151  DESIGNATION -  H 84
 GL1151  PID         -  GL1151
 GL1151  STATE/COUNTY-  NM/UNION
 GL1151  USGS QUAD   -  FOLSOM (1972)
 GL1151
 GL1151                         *CURRENT SURVEY CONTROL
 GL1151  ___________________________________________________________________
 GL1151* NAD 83(1986)-  36 51 21.     (N)    103 54 44.     (W)     SCALED    
 GL1151* NAVD 88     -      1967.738  (meters)    6455.82   (feet)  ADJUSTED  
 GL1151  ___________________________________________________________________
 GL1151  GEOID HEIGHT-         -19.05  (meters)                     GEOID03
 GL1151  DYNAMIC HT  -        1965.297 (meters)    6447.81  (feet)  COMP
 GL1151  MODELED GRAV-     979,320.3   (mgal)                       NAVD 88
 GL1151
 GL1151  VERT ORDER  -  SECOND    CLASS 0
 GL1151
 GL1151.The horizontal coordinates were scaled from a topographic map and have
 GL1151.an estimated accuracy of +/- 6 seconds.
 GL1151
 GL1151.The orthometric height was determined by differential leveling
 GL1151.and adjusted by the National Geodetic Survey in June 1991..
 GL1151
 GL1151.The geoid height was determined by GEOID03.
 GL1151
 GL1151.The dynamic height is computed by dividing the NAVD 88
 GL1151.geopotential number by the normal gravity value computed on the
 GL1151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL1151.degrees latitude (g = 980.6199 gals.).
 GL1151
 GL1151.The modeled gravity was interpolated from observed gravity values.
 GL1151
 GL1151;                    North         East    Units  Estimated Accuracy
 GL1151;SPC NM E     -   649,560.      202,550.      MT  (+/- 180 meters Scaled)
 GL1151
 GL1151                          SUPERSEDED SURVEY CONTROL
 GL1151
 GL1151  NGVD 29 (??/??/92) 1966.732  (m)         6452.52   (f) ADJ UNCH    2 0
 GL1151
 GL1151.Superseded values are not recommended for survey control.
 GL1151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1151.See file dsdata.txt to determine how the superseded data were derived.
 GL1151
 GL1151_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEA969794(NAD 83)
 GL1151_MARKER: DB = BENCH MARK DISK
 GL1151_SETTING: 66 = SET IN ROCK OUTCROP
 GL1151_SP_SET: SANDSTONE ROCK
 GL1151_STAMPING: H-84 1934
 GL1151_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GL1151+STABILITY: POSITION/ELEVATION WELL
 GL1151
 GL1151  HISTORY     - Date     Condition        Report By
 GL1151  HISTORY     - 1934     MONUMENTED       CGS
 GL1151  HISTORY     - 1972     MARK NOT FOUND   USGS
 GL1151
 GL1151                          STATION DESCRIPTION
 GL1151
 GL1151'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GL1151'1.4 MI N FROM FOLSOM.
 GL1151'1.4 MI N ON C. AND S. RY 16 POLES S OF MILE POLE 280, 92 FEET S.E. OF
 GL1151'A CATTLE GUARD, 15 FEET N OF THE CENTER OF A ROAD CROSSING, AND 60
 GL1151'FEET E OF THE CENTERLINE OF THE TRACK.
 GL1151
 GL1151                          STATION RECOVERY (1972)
 GL1151
 GL1151'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 GL1151'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0978 ***********************************************************************
 DS0978  DESIGNATION -  H 86
 DS0978  PID         -  DS0978
 DS0978  STATE/COUNTY-  NM/SOCORRO
 DS0978  USGS QUAD   -  DUSTY (1995)
 DS0978
 DS0978                         *CURRENT SURVEY CONTROL
 DS0978  ___________________________________________________________________
 DS0978* NAD 83(1986)-  33 41 54.     (N)    107 40 06.     (W)     SCALED    
 DS0978* NAVD 88     -      2057.676  (meters)    6750.89   (feet)  ADJUSTED  
 DS0978  ___________________________________________________________________
 DS0978  GEOID HEIGHT-         -22.09  (meters)                     GEOID03
 DS0978  DYNAMIC HT  -        2054.417 (meters)    6740.20  (feet)  COMP
 DS0978  MODELED GRAV-     978,979.9   (mgal)                       NAVD 88
 DS0978
 DS0978  VERT ORDER  -  SECOND    CLASS 0
 DS0978
 DS0978.The horizontal coordinates were scaled from a topographic map and have
 DS0978.an estimated accuracy of +/- 6 seconds.
 DS0978
 DS0978.The orthometric height was determined by differential leveling
 DS0978.and adjusted by the National Geodetic Survey in June 1991..
 DS0978
 DS0978.The geoid height was determined by GEOID03.
 DS0978
 DS0978.The dynamic height is computed by dividing the NAVD 88
 DS0978.geopotential number by the normal gravity value computed on the
 DS0978.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0978.degrees latitude (g = 980.6199 gals.).
 DS0978
 DS0978.The modeled gravity was interpolated from observed gravity values.
 DS0978
 DS0978;                    North         East    Units  Estimated Accuracy
 DS0978;SPC NM C     -   300,100.      368,510.      MT  (+/- 180 meters Scaled)
 DS0978
 DS0978                          SUPERSEDED SURVEY CONTROL
 DS0978
 DS0978  NGVD 29 (??/??/92) 2056.738  (m)         6747.81   (f) ADJ UNCH    2 0
 DS0978
 DS0978.Superseded values are not recommended for survey control.
 DS0978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0978.See file dsdata.txt to determine how the superseded data were derived.
 DS0978
 DS0978_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBT526319(NAD 83)
 DS0978_MARKER: DB = BENCH MARK DISK
 DS0978_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0978_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0978_STAMPING: H-86 1934
 DS0978_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0978+STABILITY: SURFACE MOTION
 DS0978
 DS0978  HISTORY     - Date     Condition        Report By
 DS0978  HISTORY     - 1934     MONUMENTED       CGS
 DS0978
 DS0978                          STATION DESCRIPTION
 DS0978
 DS0978'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DS0978'9.7 MI N FROM OJO CALIENTE.
 DS0978'9.7 MI N ON ROAD TO FRENCHMAN WELL AND MAGDALENA ABOUT 2.3 MI S OF
 DS0978'TUCKERS RANCH, AT THE TOP OF A SHORT GRADE, ON A KNOLL WHICH PROJECTS
 DS0978'INTO THE CANYON, ABOUT 25 FEET N OF A LONE OAK TREE ON THE N.W. SIDE
 DS0978'OF THE ROAD, AND 31 FEET NW OF THE CENTERLINE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0541 ***********************************************************************
 CX0541  DESIGNATION -  H 87
 CX0541  PID         -  CX0541
 CX0541  STATE/COUNTY-  NM/DONA ANA
 CX0541  USGS QUAD   -  WHITE SANDS (1955)
 CX0541
 CX0541                         *CURRENT SURVEY CONTROL
 CX0541  ___________________________________________________________________
 CX0541* NAD 83(1986)-  32 26 22.     (N)    106 29 07.     (W)     SCALED    
 CX0541* NAVD 88     -      1374.231  (meters)    4508.62   (feet)  ADJUSTED  
 CX0541  ___________________________________________________________________
 CX0541  GEOID HEIGHT-         -23.46  (meters)                     GEOID03
 CX0541  DYNAMIC HT  -        1372.169 (meters)    4501.86  (feet)  COMP
 CX0541  MODELED GRAV-     979,090.0   (mgal)                       NAVD 88
 CX0541
 CX0541  VERT ORDER  -  FIRST     CLASS II
 CX0541
 CX0541.The horizontal coordinates were scaled from a topographic map and have
 CX0541.an estimated accuracy of +/- 6 seconds.
 CX0541
 CX0541.The orthometric height was determined by differential leveling
 CX0541.and adjusted by the National Geodetic Survey in June 1991..
 CX0541
 CX0541.The geoid height was determined by GEOID03.
 CX0541
 CX0541.The dynamic height is computed by dividing the NAVD 88
 CX0541.geopotential number by the normal gravity value computed on the
 CX0541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0541.degrees latitude (g = 980.6199 gals.).
 CX0541
 CX0541.The modeled gravity was interpolated from observed gravity values.
 CX0541
 CX0541;                    North         East    Units  Estimated Accuracy
 CX0541;SPC NM C     -   159,620.      477,880.      MT  (+/- 180 meters Scaled)
 CX0541
 CX0541                          SUPERSEDED SURVEY CONTROL
 CX0541
 CX0541  NGVD 29 (??/??/92) 1373.628  (m)         4506.64   (f) ADJ UNCH    1 2
 CX0541
 CX0541.Superseded values are not recommended for survey control.
 CX0541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0541.See file dsdata.txt to determine how the superseded data were derived.
 CX0541
 CX0541_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR603901(NAD 83)
 CX0541_MARKER: DB = BENCH MARK DISK
 CX0541_SETTING: 80 = SET IN A BOULDER
 CX0541_STAMPING: H 87 1934
 CX0541_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX0541+STABILITY: SURFACE MOTION
 CX0541
 CX0541  HISTORY     - Date     Condition        Report By
 CX0541  HISTORY     - 1934     MONUMENTED       CGS
 CX0541  HISTORY     - 1968     GOOD             NGS
 CX0541
 CX0541                          STATION DESCRIPTION
 CX0541
 CX0541'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CX0541'4.3 MI N FROM WHITE SANDS MISSILE RANGE.
 CX0541'4.1 MILES NORTH ON MAIN ACCESS ROAD FROM WHITE SANDS MISSILE RANGE
 CX0541'HEADQUARTERS, THENCE 0.9 MILE WEST ON U.S. HIGHWAY 70.  IT IS
 CX0541'APPROXIMATELY 600 FEET NORTH OF THE CENTERLINE OF THE WESTBOUND LANE,
 CX0541'100 FEET SOUTH OF THE OLD HIGHWAY AND IS SET IN A GRANITE BOULDER
 CX0541'ABOUT 4 FEET IN DIAMETER AND 2.5 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0310 ***********************************************************************
 CW0310  DESIGNATION -  H 89
 CW0310  PID         -  CW0310
 CW0310  STATE/COUNTY-  NM/CHAVES
 CW0310  USGS QUAD   -  THIMBLE CANYON (1989)
 CW0310
 CW0310                         *CURRENT SURVEY CONTROL
 CW0310  ___________________________________________________________________
 CW0310* NAD 83(1986)-  32 53 44.     (N)    105 13 08.     (W)     SCALED    
 CW0310* NAVD 88     -      1652.362  (meters)    5421.12   (feet)  ADJUSTED  
 CW0310  ___________________________________________________________________
 CW0310  GEOID HEIGHT-         -21.09  (meters)                     GEOID03
 CW0310  DYNAMIC HT  -        1649.842 (meters)    5412.86  (feet)  COMP
 CW0310  MODELED GRAV-     979,054.5   (mgal)                       NAVD 88
 CW0310
 CW0310  VERT ORDER  -  SECOND    CLASS 0
 CW0310
 CW0310.The horizontal coordinates were scaled from a topographic map and have
 CW0310.an estimated accuracy of +/- 6 seconds.
 CW0310
 CW0310.The orthometric height was determined by differential leveling
 CW0310.and adjusted by the National Geodetic Survey in June 1991..
 CW0310
 CW0310.The geoid height was determined by GEOID03.
 CW0310
 CW0310.The dynamic height is computed by dividing the NAVD 88
 CW0310.geopotential number by the normal gravity value computed on the
 CW0310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0310.degrees latitude (g = 980.6199 gals.).
 CW0310
 CW0310.The modeled gravity was interpolated from observed gravity values.
 CW0310
 CW0310;                    North         East    Units  Estimated Accuracy
 CW0310;SPC NM E     -   210,520.       82,150.      MT  (+/- 180 meters Scaled)
 CW0310
 CW0310                          SUPERSEDED SURVEY CONTROL
 CW0310
 CW0310  NGVD 29 (??/??/92) 1651.666  (m)         5418.84   (f) ADJ UNCH    2 0
 CW0310
 CW0310.Superseded values are not recommended for survey control.
 CW0310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0310.See file dsdata.txt to determine how the superseded data were derived.
 CW0310
 CW0310_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDS795397(NAD 83)
 CW0310_MARKER: DB = BENCH MARK DISK
 CW0310_SETTING: 80 = SET IN A BOULDER
 CW0310_STAMPING: H-89 1934
 CW0310_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CW0310+STABILITY: SURFACE MOTION
 CW0310
 CW0310  HISTORY     - Date     Condition        Report By
 CW0310  HISTORY     - 1934     MONUMENTED       CGS
 CW0310
 CW0310                          STATION DESCRIPTION
 CW0310
 CW0310'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CW0310'21.5 MI E FROM MAYHILL.
 CW0310'21.5 MI. E. OF P.O. ALONG NO. 83 ABOUT 2.8 MI. W. OF THE JUNCTION OF
 CW0310'ROADS TO CLOUDCROFT, ARTESIA, DUNKEN, AND PINON, ABOUT 153 YDS. W. OF
 CW0310'A CATTLE GUARD AND FENCE LINE, 181 FT. N. OF THE CENTER LINE OF ROAD,
 CW0310'AT A 24 IN. G.I. CULVERT, AND SET IN THE TOP OF A GRAY LIMESTONE
 CW0310'BOULDER ABOUT 6 FT. ABOVE THE ROAD BED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0456 ***********************************************************************
 CV0456  DESIGNATION -  H 9
 CV0456  PID         -  CV0456
 CV0456  STATE/COUNTY-  NM/EDDY
 CV0456  USGS QUAD   -  LIVINGSTON RIDGE (1985)
 CV0456
 CV0456                         *CURRENT SURVEY CONTROL
 CV0456  ___________________________________________________________________
 CV0456* NAD 83(1986)-  32 28 44.     (N)    103 50 58.     (W)     SCALED    
 CV0456* NAVD 88     -       991.629  (meters)    3253.37   (feet)  POSTED    
 CV0456  ___________________________________________________________________
 CV0456  GEOID HEIGHT-         -24.01  (meters)                     GEOID03
 CV0456  DYNAMIC HT  -         990.220 (meters)    3248.75  (feet)  COMP
 CV0456  MODELED GRAV-     979,183.5   (mgal)                       NAVD 88
 CV0456
 CV0456  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 CV0456
 CV0456.The horizontal coordinates were scaled from a topographic map and have
 CV0456.an estimated accuracy of +/- 6 seconds.
 CV0456
 CV0456.The orthometric height was determined by differential leveling
 CV0456.and adjusted by the National Geodetic Survey in 1992..
 CV0456.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 CV0456.rate of 0.0 thru 1.0 mm/km.
 CV0456
 CV0456.The geoid height was determined by GEOID03.
 CV0456
 CV0456.The dynamic height is computed by dividing the NAVD 88
 CV0456.geopotential number by the normal gravity value computed on the
 CV0456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0456.degrees latitude (g = 980.6199 gals.).
 CV0456
 CV0456.The modeled gravity was interpolated from observed gravity values.
 CV0456
 CV0456;                    North         East    Units  Estimated Accuracy
 CV0456;SPC NM E     -   164,070.      210,480.      MT  (+/- 180 meters Scaled)
 CV0456
 CV0456                          SUPERSEDED SURVEY CONTROL
 CV0456
 CV0456  NGVD 29 (??/??/92)  991.175  (m)         3251.88   (f) ADJ UNCH    2 0
 CV0456
 CV0456.Superseded values are not recommended for survey control.
 CV0456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0456.See file dsdata.txt to determine how the superseded data were derived.
 CV0456
 CV0456_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFR081941(NAD 83)
 CV0456_MARKER: DB = BENCH MARK DISK
 CV0456_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0456_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CV0456_STAMPING: H-9 1928
 CV0456_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CV0456+STABILITY: SURFACE MOTION
 CV0456
 CV0456  HISTORY     - Date     Condition        Report By
 CV0456  HISTORY     - 1928     MONUMENTED       USGS
 CV0456  HISTORY     - 1935     GOOD             NGS
 CV0456
 CV0456                          STATION DESCRIPTION
 CV0456
 CV0456'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 CV0456'27.2 MI E FROM CARLSBAD.
 CV0456'27.2 MI. E. ALONG U.S. NO. 62 200 FT. W. OF A CURVE IN THE HWY., 51
 CV0456'FT. N.E. OF A CONC. DIP IN HWY., AND 45 FT. E. OF THE CENTER LINE OF
 CV0456'HWY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0288 ***********************************************************************
 CW0288  DESIGNATION -  H 90
 CW0288  PID         -  CW0288
 CW0288  STATE/COUNTY-  NM/EDDY
 CW0288  USGS QUAD   -  HOPE SE (1956)
 CW0288
 CW0288                         *CURRENT SURVEY CONTROL
 CW0288  ___________________________________________________________________
 CW0288* NAD 83(1986)-  32 50 33.     (N)    104 33 36.     (W)     SCALED    
 CW0288* NAVD 88     -      1130.823  (meters)    3710.04   (feet)  ADJUSTED  
 CW0288  ___________________________________________________________________
 CW0288  GEOID HEIGHT-         -22.95  (meters)                     GEOID03
 CW0288  DYNAMIC HT  -        1129.233 (meters)    3704.83  (feet)  COMP
 CW0288  MODELED GRAV-     979,193.2   (mgal)                       NAVD 88
 CW0288
 CW0288  VERT ORDER  -  SECOND    CLASS 0
 CW0288
 CW0288.The horizontal coordinates were scaled from a topographic map and have
 CW0288.an estimated accuracy of +/- 6 seconds.
 CW0288
 CW0288.The orthometric height was determined by differential leveling
 CW0288.and adjusted by the National Geodetic Survey in June 1991..
 CW0288
 CW0288.The geoid height was determined by GEOID03.
 CW0288
 CW0288.The dynamic height is computed by dividing the NAVD 88
 CW0288.geopotential number by the normal gravity value computed on the
 CW0288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0288.degrees latitude (g = 980.6199 gals.).
 CW0288
 CW0288.The modeled gravity was interpolated from observed gravity values.
 CW0288
 CW0288;                    North         East    Units  Estimated Accuracy
 CW0288;SPC NM E     -   204,310.      143,780.      MT  (+/- 180 meters Scaled)
 CW0288
 CW0288                          SUPERSEDED SURVEY CONTROL
 CW0288
 CW0288  NGVD 29 (??/??/92) 1130.362  (m)         3708.53   (f) ADJ UNCH    2 0
 CW0288
 CW0288.Superseded values are not recommended for survey control.
 CW0288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0288.See file dsdata.txt to determine how the superseded data were derived.
 CW0288
 CW0288_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES411339(NAD 83)
 CW0288_MARKER: DB = BENCH MARK DISK
 CW0288_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CW0288_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CW0288_STAMPING: H-90 1934
 CW0288_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CW0288+STABILITY: SURFACE MOTION
 CW0288
 CW0288  HISTORY     - Date     Condition        Report By
 CW0288  HISTORY     - 1934     MONUMENTED       CGS
 CW0288  HISTORY     - 20050709 GOOD             USPSQD
 CW0288
 CW0288                          STATION DESCRIPTION
 CW0288
 CW0288'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CW0288'9.5 MI W FROM ARTESIA.
 CW0288'9.5 MI. W. ALONG STATE NO. 83 114 YDS. W. OF A CATTLE GUARD IN THE S.
 CW0288'RIGHT OF WAY FENCE, 49 FT. S. OF THE CENTER LINE OF THE ROAD, 1 FT. N.
 CW0288'OF A 5 WIRE FENCE, AND ABOUT LEVEL WITH THE ROAD BED.
 CW0288
 CW0288                          STATION RECOVERY (2005)
 CW0288
 CW0288'RECOVERY NOTE BY US POWER SQUADRON 2005 (BJK)
 CW0288'HIGHWAY NUMBER IS 82
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0364 ***********************************************************************
 DR0364  DESIGNATION -  H 91
 DR0364  PID         -  DR0364
 DR0364  STATE/COUNTY-  NM/CHAVES
 DR0364  USGS QUAD   -  PETERS LAKE (1975)
 DR0364
 DR0364                         *CURRENT SURVEY CONTROL
 DR0364  ___________________________________________________________________
 DR0364* NAD 83(1986)-  33 13 53.     (N)    104 32 34.     (W)     SCALED    
 DR0364* NAVD 88     -      1128.627  (meters)    3702.84   (feet)  ADJUSTED  
 DR0364  ___________________________________________________________________
 DR0364  GEOID HEIGHT-         -23.03  (meters)                     GEOID03
 DR0364  DYNAMIC HT  -        1127.075 (meters)    3697.75  (feet)  COMP
 DR0364  MODELED GRAV-     979,223.7   (mgal)                       NAVD 88
 DR0364
 DR0364  VERT ORDER  -  SECOND    CLASS 0
 DR0364
 DR0364.The horizontal coordinates were scaled from a topographic map and have
 DR0364.an estimated accuracy of +/- 6 seconds.
 DR0364
 DR0364.The orthometric height was determined by differential leveling
 DR0364.and adjusted by the National Geodetic Survey in June 1991..
 DR0364
 DR0364.The geoid height was determined by GEOID03.
 DR0364
 DR0364.The dynamic height is computed by dividing the NAVD 88
 DR0364.geopotential number by the normal gravity value computed on the
 DR0364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0364.degrees latitude (g = 980.6199 gals.).
 DR0364
 DR0364.The modeled gravity was interpolated from observed gravity values.
 DR0364
 DR0364;                    North         East    Units  Estimated Accuracy
 DR0364;SPC NM E     -   247,430.      145,480.      MT  (+/- 180 meters Scaled)
 DR0364
 DR0364                          SUPERSEDED SURVEY CONTROL
 DR0364
 DR0364  NGVD 29 (??/??/92) 1128.058  (m)         3700.97   (f) ADJ UNCH    2 0
 DR0364
 DR0364.Superseded values are not recommended for survey control.
 DR0364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0364.See file dsdata.txt to determine how the superseded data were derived.
 DR0364
 DR0364_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES426770(NAD 83)
 DR0364_MARKER: Z = SEE DESCRIPTION
 DR0364_SETTING: 0 = UNSPECIFIED SETTING
 DR0364_STAMPING: H 91 1934
 DR0364_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR0364
 DR0364  HISTORY     - Date     Condition        Report By
 DR0364  HISTORY     - 1934     MONUMENTED       CGS
 DR0364  HISTORY     - 1945     GOOD             NGS
 DR0364
 DR0364                          STATION DESCRIPTION
 DR0364
 DR0364'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 DR0364'14.8 MI S FROM ROSWELL.
 DR0364'MARK REDESCRIBED AROUND THE ROSWELL ARMY AIR FIELD.  TO REACH FROM THE
 DR0364'CHAVES COUNTY COURTHOUSE AT ROSWELL BY GOING SOUTH ALONG STATE HIGHWAY
 DR0364'(13) 5.1 MILES TO THE ROSWELL ARMY AIR FIELD, THENCE TURN LEFT (EAST)
 DR0364'AND GO 1.5 MILES TO THE NORTHEAST CORNER OF THE AIR FIELD, THENCE TURN
 DR0364'RIGHT (SOUTH) AND GO 2.0 MILES TO THE SOUTHEAST CORNER OF THE AIR
 DR0364'FIELD, THENCE TURN RIGHT (WEST) AND GO 2.4 MILES TO THE SOUTH ENTRANCE
 DR0364'OF THE AIR FIELD, THENCE TURN LEFT (SOUTH) AND GO 3.8 MILES TO THE
 DR0364'MARK SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0456 ***********************************************************************
 DR0456  DESIGNATION -  H 92
 DR0456  PID         -  DR0456
 DR0456  STATE/COUNTY-  NM/CHAVES
 DR0456  USGS QUAD   -  MESA SE (1982)
 DR0456
 DR0456                         *CURRENT SURVEY CONTROL
 DR0456  ___________________________________________________________________
 DR0456* NAD 83(1986)-  33 52 28.     (N)    104 35 31.     (W)     SCALED    
 DR0456* NAVD 88     -      1295.908  (meters)    4251.66   (feet)  POSTED    
 DR0456  ___________________________________________________________________
 DR0456  GEOID HEIGHT-         -23.31  (meters)                     GEOID03
 DR0456  DYNAMIC HT  -        1294.130 (meters)    4245.82  (feet)  COMP
 DR0456  MODELED GRAV-     979,216.9   (mgal)                       NAVD 88
 DR0456
 DR0456  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 DR0456
 DR0456.The horizontal coordinates were scaled from a topographic map and have
 DR0456.an estimated accuracy of +/- 6 seconds.
 DR0456
 DR0456.The orthometric height was determined by differential leveling
 DR0456.and adjusted by the National Geodetic Survey in 1992..
 DR0456.No vertical observational check was made to the station.
 DR0456.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 DR0456.was located on a no-check spur therefore a value was not computed.
 DR0456
 DR0456.The geoid height was determined by GEOID03.
 DR0456
 DR0456.The dynamic height is computed by dividing the NAVD 88
 DR0456.geopotential number by the normal gravity value computed on the
 DR0456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0456.degrees latitude (g = 980.6199 gals.).
 DR0456
 DR0456.The modeled gravity was interpolated from observed gravity values.
 DR0456
 DR0456;                    North         East    Units  Estimated Accuracy
 DR0456;SPC NM E     -   318,760.      141,080.      MT  (+/- 180 meters Scaled)
 DR0456
 DR0456                          SUPERSEDED SURVEY CONTROL
 DR0456
 DR0456  NGVD 29 (??/??/92) 1295.286  (m)         4249.62   (f) ADJ UNCH    2 0
 DR0456
 DR0456.Superseded values are not recommended for survey control.
 DR0456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0456.See file dsdata.txt to determine how the superseded data were derived.
 DR0456
 DR0456_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SET377483(NAD 83)
 DR0456_MARKER: DB = BENCH MARK DISK
 DR0456_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR0456_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DR0456_STAMPING: H 92 1934
 DR0456_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR0456+STABILITY: SURFACE MOTION
 DR0456
 DR0456  HISTORY     - Date     Condition        Report By
 DR0456  HISTORY     - 1934     MONUMENTED       CGS
 DR0456  HISTORY     - 1967     GOOD             USGS
 DR0456
 DR0456                          STATION DESCRIPTION
 DR0456
 DR0456'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 DR0456'35.2 MI N FROM ROSWELL.
 DR0456'33.9 MILES NORTH ALONG U. S. HIGHWAY 285 FROM THE COUNTY COURTHOUSE AT
 DR0456'ROSWELL, CHAVES COUNTY, 0.2 MILES WEST TO OLD LOCATION OF HIGHWAY 285,
 DR0456'1.0 MILE NORTH ALONG OLD SCAR, 0.1 MILE SOUTH OF EAST-WEST FENCE, 50
 DR0456'FEET EAST OF CENTERLINE OF SCAR.  A STANDARD DISK STAMPED H 92 1934
 DR0456'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0288 ***********************************************************************
 EP0288  DESIGNATION -  H 93
 EP0288  PID         -  EP0288
 EP0288  STATE/COUNTY-  NM/GUADALUPE
 EP0288  USGS QUAD   -  GACHO HILL (1981)
 EP0288
 EP0288                         *CURRENT SURVEY CONTROL
 EP0288  ___________________________________________________________________
 EP0288* NAD 83(1986)-  34 23 45.     (N)    105 01 10.     (W)     SCALED    
 EP0288* NAVD 88     -      1707.179  (meters)    5600.97   (feet)  ADJUSTED  
 EP0288  ___________________________________________________________________
 EP0288  GEOID HEIGHT-         -21.93  (meters)                     GEOID03
 EP0288  DYNAMIC HT  -        1704.745 (meters)    5592.98  (feet)  COMP
 EP0288  MODELED GRAV-     979,149.1   (mgal)                       NAVD 88
 EP0288
 EP0288  VERT ORDER  -  SECOND    CLASS 0
 EP0288
 EP0288.The horizontal coordinates were scaled from a topographic map and have
 EP0288.an estimated accuracy of +/- 6 seconds.
 EP0288
 EP0288.The orthometric height was determined by differential leveling
 EP0288.and adjusted by the National Geodetic Survey in June 1991..
 EP0288
 EP0288.The geoid height was determined by GEOID03.
 EP0288
 EP0288.The dynamic height is computed by dividing the NAVD 88
 EP0288.geopotential number by the normal gravity value computed on the
 EP0288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EP0288.degrees latitude (g = 980.6199 gals.).
 EP0288
 EP0288.The modeled gravity was interpolated from observed gravity values.
 EP0288
 EP0288;                    North         East    Units  Estimated Accuracy
 EP0288;SPC NM E     -   376,770.      101,910.      MT  (+/- 180 meters Scaled)
 EP0288
 EP0288                          SUPERSEDED SURVEY CONTROL
 EP0288
 EP0288  NGVD 29 (??/??/92) 1706.400  (m)         5598.41   (f) ADJ UNCH    2 0
 EP0288
 EP0288.Superseded values are not recommended for survey control.
 EP0288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EP0288.See file dsdata.txt to determine how the superseded data were derived.
 EP0288
 EP0288_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDU982060(NAD 83)
 EP0288_MARKER: DB = BENCH MARK DISK
 EP0288_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EP0288_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EP0288_STAMPING: H-93 1934
 EP0288_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EP0288+STABILITY: SURFACE MOTION
 EP0288
 EP0288  HISTORY     - Date     Condition        Report By
 EP0288  HISTORY     - 1934     MONUMENTED       CGS
 EP0288  HISTORY     - 1975     GOOD             USGS
 EP0288
 EP0288                          STATION DESCRIPTION
 EP0288
 EP0288'DESCRIBED BY US GEOLOGICAL SURVEY 1975
 EP0288'8 MI SE FROM JOFFRE SIDING.
 EP0288'ABOUT 8 MILES SE OF JOFFRE SIDING FOLLOW NEW DESCRIPTION FOR BM J-93
 EP0288'AS FAR AS THE SECOND GRAVEL ROAD, THEN FOLLOW THE GRAVEL ROAD 1.65
 EP0288'MILES TO THE PRESENT HWY 285, FOLLOW THE HWY 0.65 MILE SE TO A GRAVEL
 EP0288'ROAD, LEAVE THE HWY AND FOLLOW THE TRACK ROAD ALONG THE ROW FENCE SW
 EP0288'OF THE HWY 1.1 MILES TO A ROAD BEND, LEAVE THE TRACK ROAD AND FOLLOW A
 EP0288'TRAIL (OLD HWY ROW) 0.7 SE TO THE BM.  BM IS 43 FT. NE OF THE
 EP0288'CENTERLINE OF THE TRAIL.  A STANDARD DISK STAMPED H-93 1934 AND SET IN
 EP0288'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0246 ***********************************************************************
 DR0246  DESIGNATION -  H 94
 DR0246  PID         -  DR0246
 DR0246  STATE/COUNTY-  NM/CHAVES
 DR0246  USGS QUAD   -  L-E RANCH (1975)
 DR0246
 DR0246                         *CURRENT SURVEY CONTROL
 DR0246  ___________________________________________________________________
 DR0246* NAD 83(1986)-  33 24 16.     (N)    104 14 02.     (W)     SCALED    
 DR0246* NAVD 88     -      1132.105  (meters)    3714.25   (feet)  POSTED    
 DR0246  ___________________________________________________________________
 DR0246  GEOID HEIGHT-         -23.21  (meters)                     GEOID03
 DR0246  DYNAMIC HT  -        1130.560 (meters)    3709.18  (feet)  COMP
 DR0246  MODELED GRAV-     979,229.5   (mgal)                       NAVD 88
 DR0246
 DR0246  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 DR0246
 DR0246.The horizontal coordinates were scaled from a topographic map and have
 DR0246.an estimated accuracy of +/- 6 seconds.
 DR0246
 DR0246.The orthometric height was determined by differential leveling
 DR0246.and adjusted by the National Geodetic Survey in 1992..
 DR0246.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 DR0246.rate of 2.1 thru 3.0 mm/km.
 DR0246
 DR0246.The geoid height was determined by GEOID03.
 DR0246
 DR0246.The dynamic height is computed by dividing the NAVD 88
 DR0246.geopotential number by the normal gravity value computed on the
 DR0246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0246.degrees latitude (g = 980.6199 gals.).
 DR0246
 DR0246.The modeled gravity was interpolated from observed gravity values.
 DR0246
 DR0246;                    North         East    Units  Estimated Accuracy
 DR0246;SPC NM E     -   266,610.      174,250.      MT  (+/- 180 meters Scaled)
 DR0246
 DR0246                          SUPERSEDED SURVEY CONTROL
 DR0246
 DR0246  NGVD 29 (??/??/92) 1131.600  (m)         3712.59   (f) ADJ UNCH    2 0
 DR0246
 DR0246.Superseded values are not recommended for survey control.
 DR0246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0246.See file dsdata.txt to determine how the superseded data were derived.
 DR0246
 DR0246_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES712963(NAD 83)
 DR0246_MARKER: Z = SEE DESCRIPTION
 DR0246_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR0246_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DR0246_STAMPING: H 94 1934
 DR0246_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR0246+STABILITY: SURFACE MOTION
 DR0246
 DR0246  HISTORY     - Date     Condition        Report By
 DR0246  HISTORY     - 1934     MONUMENTED       CGS
 DR0246  HISTORY     - 1943     GOOD             NGS
 DR0246
 DR0246                          STATION DESCRIPTION
 DR0246
 DR0246'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 DR0246'21.2 MI SE FROM ROSWELL.
 DR0246'THIS MARK IS 8.1 MILES EAST ALONG U. S. HIGHWAY NO. 380, THENCE, 2.0
 DR0246'MILES SOUTH ALONG A DIRT ROAD THROUGH A FIELD, THENCE, 11.1 MILES EAST
 DR0246'ALONG OLD U. S. HIGHWAY NO. 380 GRADE FROM THE COURTHOUSE AT ROSWELL.
 DR0246'MARK IS ABOUT 0.2 MILE WEST OF A BIG DIP AND THE CROSSING OF A
 DR0246'NORTHEAST-SOUTHWEST DIRT ROAD, 62.0 FEET SOUTH OF CENTER-LINE OF OLD
 DR0246'HIGHWAY, SET IN TOP OF CONCRETE POST PROJECTING 4 INCHES ABOVE THE
 DR0246'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0331 ***********************************************************************
 CV0331  DESIGNATION -  H 96
 CV0331  PID         -  CV0331
 CV0331  STATE/COUNTY-  NM/LEA
 CV0331  USGS QUAD   -  JAL (1979)
 CV0331
 CV0331                         *CURRENT SURVEY CONTROL
 CV0331  ___________________________________________________________________
 CV0331* NAD 83(1986)-  32 07 23.     (N)    103 11 25.     (W)     SCALED    
 CV0331* NAVD 88     -       934.729  (meters)    3066.69   (feet)  ADJUSTED  
 CV0331  ___________________________________________________________________
 CV0331  GEOID HEIGHT-         -23.54  (meters)                     GEOID03
 CV0331  DYNAMIC HT  -         933.415 (meters)    3062.38  (feet)  COMP
 CV0331  MODELED GRAV-     979,202.1   (mgal)                       NAVD 88
 CV0331
 CV0331  VERT ORDER  -  SECOND    CLASS 0
 CV0331
 CV0331.The horizontal coordinates were scaled from a topographic map and have
 CV0331.an estimated accuracy of +/- 6 seconds.
 CV0331
 CV0331.The orthometric height was determined by differential leveling
 CV0331.and adjusted by the National Geodetic Survey in June 1991..
 CV0331
 CV0331.The geoid height was determined by GEOID03.
 CV0331
 CV0331.The dynamic height is computed by dividing the NAVD 88
 CV0331.geopotential number by the normal gravity value computed on the
 CV0331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0331.degrees latitude (g = 980.6199 gals.).
 CV0331
 CV0331.The modeled gravity was interpolated from observed gravity values.
 CV0331
 CV0331;                    North         East    Units  Estimated Accuracy
 CV0331;SPC NM E     -   125,080.      272,860.      MT  (+/- 180 meters Scaled)
 CV0331
 CV0331                          SUPERSEDED SURVEY CONTROL
 CV0331
 CV0331  NGVD 29 (??/??/92)  934.317  (m)         3065.34   (f) ADJ UNCH    2 0
 CV0331
 CV0331.Superseded values are not recommended for survey control.
 CV0331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0331.See file dsdata.txt to determine how the superseded data were derived.
 CV0331
 CV0331_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFR707555(NAD 83)
 CV0331_MARKER: DB = BENCH MARK DISK
 CV0331_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0331_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CV0331_STAMPING: H-96 1935
 CV0331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CV0331+STABILITY: SURFACE MOTION
 CV0331
 CV0331  HISTORY     - Date     Condition        Report By
 CV0331  HISTORY     - 1935     MONUMENTED       CGS
 CV0331
 CV0331                          STATION DESCRIPTION
 CV0331
 CV0331'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 CV0331'1.0 MI N FROM JAL.
 CV0331'1.0 MI. N. ALONG T. AND N.M. RY. 0.2 MI. N. OF MILE POST NO. 43, 75
 CV0331'FT. E. OF THE CENTER LINE OF TRACK, AND 3 FT. N. AND 28 FT. W. OF
 CV0331'R.O.W. FENCE CORNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0459 ***********************************************************************
 CV0459  DESIGNATION -  H 97
 CV0459  PID         -  CV0459
 CV0459  STATE/COUNTY-  NM/EDDY
 CV0459  USGS QUAD   -  WILLIAMS SINK (1985)
 CV0459
 CV0459                         *CURRENT SURVEY CONTROL
 CV0459  ___________________________________________________________________
 CV0459* NAD 83(1986)-  32 31 25.     (N)    103 48 41.     (W)     SCALED    
 CV0459* NAVD 88     -      1078.896  (meters)    3539.68   (feet)  ADJUSTED  
 CV0459  ___________________________________________________________________
 CV0459  GEOID HEIGHT-         -23.71  (meters)                     GEOID03
 CV0459  DYNAMIC HT  -        1077.363 (meters)    3534.65  (feet)  COMP
 CV0459  MODELED GRAV-     979,180.7   (mgal)                       NAVD 88
 CV0459
 CV0459  VERT ORDER  -  FIRST     CLASS I
 CV0459
 CV0459.The horizontal coordinates were scaled from a topographic map and have
 CV0459.an estimated accuracy of +/- 6 seconds.
 CV0459
 CV0459.The orthometric height was determined by differential leveling
 CV0459.and adjusted by the National Geodetic Survey in June 1991..
 CV0459
 CV0459.The geoid height was determined by GEOID03.
 CV0459
 CV0459.The dynamic height is computed by dividing the NAVD 88
 CV0459.geopotential number by the normal gravity value computed on the
 CV0459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0459.degrees latitude (g = 980.6199 gals.).
 CV0459
 CV0459.The modeled gravity was interpolated from observed gravity values.
 CV0459
 CV0459;                    North         East    Units  Estimated Accuracy
 CV0459;SPC NM E     -   169,050.      214,030.      MT  (+/- 180 meters Scaled)
 CV0459
 CV0459                          SUPERSEDED SURVEY CONTROL
 CV0459
 CV0459  NGVD 29 (??/??/92) 1078.409  (m)         3538.08   (f) ADJ UNCH    1 1
 CV0459
 CV0459.Superseded values are not recommended for survey control.
 CV0459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0459.See file dsdata.txt to determine how the superseded data were derived.
 CV0459
 CV0459_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFR116990(NAD 83)
 CV0459_MARKER: DB = BENCH MARK DISK
 CV0459_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0459_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CV0459_STAMPING: H-97 1935
 CV0459_MARK LOGO: CGS   
 CV0459_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CV0459+STABILITY: SURFACE MOTION
 CV0459
 CV0459  HISTORY     - Date     Condition        Report By
 CV0459  HISTORY     - 1935     MONUMENTED       CGS
 CV0459  HISTORY     - 1977     GOOD             NGS
 CV0459  HISTORY     - 1982     GOOD             NGS
 CV0459
 CV0459                          STATION DESCRIPTION
 CV0459
 CV0459'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 CV0459'31.1 MI E FROM CARLSBAD.
 CV0459'31.1 MI. E. OF COURTHOUSE ALONG U.S. NO. 62 0.2 MI. W. OF EDDY-LEA
 CV0459'COUNTY LINE, 76 FT. N. OF THE CENTER LINE OF HWY., AND 24 FT. S. OF
 CV0459'TELEPHONE LINE.
 CV0459
 CV0459                          STATION RECOVERY (1977)
 CV0459
 CV0459'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CV0459'27.45 MILES NORTHEAST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE EAST END
 CV0459'OF THE BATAAN BRIDGE OVER THE PECOS RIVER, THENCE 0.05 MILE SOUTHEAST
 CV0459'ALONG AN ASPHALT ROAD, THENCE 0.65 MILE SOUTHWEST ALONG A DIRT TRACK
 CV0459'ROAD, 69 FT. NORTHWEST OF THE CENTER LINE OF THE ROAD, 221 FT. WEST
 CV0459'OF AND ACROSS THE ROAD FROM BENCH MARK W 351, IN THE TOP OF A 5 BY
 CV0459'8 FT. SANDSTONE OUTCROP WHICH PROJECTS 1.5 FT. ABOVE THE GROUND.
 CV0459'THE OLD DESCRIPTION STATED THIS MARK WAS A CONCRETE POST.  IT IS
 CV0459'BELEIVED TO HAVE BEEN ORIGINALLY SET IN OUTCROP AND WAS IN ERROR ON
 CV0459'THE ORIGINAL DESCRIPTION.
 CV0459
 CV0459                          STATION RECOVERY (1982)
 CV0459
 CV0459'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CV0459'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0317 ***********************************************************************
 CV0317  DESIGNATION -  H 98
 CV0317  PID         -  CV0317
 CV0317  STATE/COUNTY-  NM/LEA
 CV0317  USGS QUAD   -  HOBBS SW (1979)
 CV0317
 CV0317                         *CURRENT SURVEY CONTROL
 CV0317  ___________________________________________________________________
 CV0317* NAD 83(1986)-  32 34 50.     (N)    103 09 17.     (W)     SCALED    
 CV0317* NAVD 88     -      1088.679  (meters)    3571.77   (feet)  ADJUSTED  
 CV0317  ___________________________________________________________________
 CV0317  GEOID HEIGHT-         -21.77  (meters)                     GEOID03
 CV0317  DYNAMIC HT  -        1087.216 (meters)    3566.97  (feet)  COMP
 CV0317  MODELED GRAV-     979,256.0   (mgal)                       NAVD 88
 CV0317
 CV0317  VERT ORDER  -  SECOND    CLASS 0
 CV0317
 CV0317.The horizontal coordinates were scaled from a topographic map and have
 CV0317.an estimated accuracy of +/- 6 seconds.
 CV0317
 CV0317.The orthometric height was determined by differential leveling
 CV0317.and adjusted by the National Geodetic Survey in June 1991..
 CV0317
 CV0317.The geoid height was determined by GEOID03.
 CV0317
 CV0317.The dynamic height is computed by dividing the NAVD 88
 CV0317.geopotential number by the normal gravity value computed on the
 CV0317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0317.degrees latitude (g = 980.6199 gals.).
 CV0317
 CV0317.The modeled gravity was interpolated from observed gravity values.
 CV0317
 CV0317;                    North         East    Units  Estimated Accuracy
 CV0317;SPC NM E     -   175,850.      275,660.      MT  (+/- 180 meters Scaled)
 CV0317
 CV0317                          SUPERSEDED SURVEY CONTROL
 CV0317
 CV0317  NGVD 29 (??/??/92) 1088.360  (m)         3570.73   (f) ADJ UNCH    2 0
 CV0317
 CV0317.Superseded values are not recommended for survey control.
 CV0317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0317.See file dsdata.txt to determine how the superseded data were derived.
 CV0317
 CV0317_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFS732062(NAD 83)
 CV0317_MARKER: DB = BENCH MARK DISK
 CV0317_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0317_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CV0317_STAMPING: H-98 1935
 CV0317_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CV0317+STABILITY: SURFACE MOTION
 CV0317
 CV0317  HISTORY     - Date     Condition        Report By
 CV0317  HISTORY     - 1935     MONUMENTED       CGS
 CV0317  HISTORY     - 1941     GOOD             NGS
 CV0317
 CV0317                          STATION DESCRIPTION
 CV0317
 CV0317'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 CV0317'8.2 MI S FROM HOBBS.
 CV0317'8.2 MI. S. ALONG T. AND N. M. RY. (10.1 MI. N. OF EUNICE) 0.5 MI. S.
 CV0317'OF A STOCK PEN, 0.3 MI. N. OF A GRADE CROSSING, 150 FT. E. OF MILE
 CV0317'POST NO. 76, 100 FT. E. OF THE CENTER LINE OF TRACK, AND 1 FT. W. OF
 CV0317'R.O.W. FENCE.
 CV0317
 CV0317                          STATION RECOVERY (1941)
 CV0317
 CV0317'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1941
 CV0317'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0768 ***********************************************************************
 CW0768  DESIGNATION -  HACK
 CW0768  PID         -  CW0768
 CW0768  STATE/COUNTY-  NM/EDDY
 CW0768  USGS QUAD   -  CARLSBAD WEST   C (1985)
 CW0768
 CW0768                         *CURRENT SURVEY CONTROL
 CW0768  ___________________________________________________________________
 CW0768* NAD 83(1992)-  32 23 28.36834(N)    104 17 21.82350(W)     ADJUSTED  
 CW0768* NAVD 88     -      1094.     (meters)    3589.     (feet)  SCALED    
 CW0768  ___________________________________________________________________
 CW0768  LAPLACE CORR-          -4.75  (seconds)                    DEFLEC99
 CW0768  GEOID HEIGHT-         -24.16  (meters)                     GEOID03
 CW0768
 CW0768  HORZ ORDER  -  THIRD
 CW0768
 CW0768.The horizontal coordinates were established by classical geodetic methods
 CW0768.and adjusted by the National Geodetic Survey in December 1993..
 CW0768
 CW0768.The orthometric height was scaled from a topographic map.
 CW0768
 CW0768.The Laplace correction was computed from DEFLEC99 derived deflections.
 CW0768
 CW0768.The geoid height was determined by GEOID03.
 CW0768
 CW0768;                    North         East     Units Scale Factor Converg.
 CW0768;SPC NM E     -   154,246.687   169,133.731   MT  0.99990930   +0 01 24.7
 CW0768;SPC NM E     -   506,057.67    554,899.58   sFT  0.99990930   +0 01 24.7
 CW0768;UTM  13      - 3,584,022.120   566,834.579   MT  0.99965508   +0 22 50.5
 CW0768
 CW0768!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CW0768!SPC NM E     -   0.99983197  x   0.99990930  =   0.99974129
 CW0768!UTM  13      -   0.99983197  x   0.99965508  =   0.99948711
 CW0768
 CW0768:                Primary Azimuth Mark                     Grid Az
 CW0768:SPC NM E     -  DENNY                                    307 24 44.6
 CW0768:UTM  13      -  DENNY                                    307 03 18.8
 CW0768
 CW0768|---------------------------------------------------------------------|
 CW0768| PID    Reference Object                     Distance      Geod. Az  |
 CW0768|                                                           dddmmss.s |
 CW0768| CW0769 DENNY                               APPROX. 9.0 KM 3072609.3 |
 CW0768|---------------------------------------------------------------------|
 CW0768
 CW0768                          SUPERSEDED SURVEY CONTROL
 CW0768
 CW0768  NAD 83(1986)-  32 23 28.36938(N)    104 17 21.81763(W) AD(       ) 3
 CW0768  NAD 27      -  32 23 27.94533(N)    104 17 19.99817(W) AD(       ) 3
 CW0768
 CW0768.Superseded values are not recommended for survey control.
 CW0768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0768.See file dsdata.txt to determine how the superseded data were derived.
 CW0768
 CW0768_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SER6683584022(NAD 83)
 CW0768_MARKER: H = DRILL HOLE
 CW0768_SETTING: 66 = SET IN ROCK OUTCROP
 CW0768_SP_SET: SET IN ROCK OUTCROP
 CW0768_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CW0768+STABILITY: POSITION/ELEVATION WELL
 CW0768
 CW0768  HISTORY     - Date     Condition        Report By
 CW0768  HISTORY     - 1942     MONUMENTED       USGS
 CW0768
 CW0768                          STATION DESCRIPTION
 CW0768
 CW0768'DESCRIBED BY US GEOLOGICAL SURVEY 1942
 CW0768'STATION IS LOCATED ON A NE. SPUR AT E. END OF THE RIDGE BETWEEN
 CW0768'HACKBERRY DRAW AND LITTLE MCKITTRICK DRAW, ABOUT 3 MI. W. OF DARK
 CW0768'CANYON WATER TOWER FROM WHICH POINT STATION IS VISIBLE.
 CW0768'
 CW0768'STATION MARK--A DRILL HOLE IN ROCK, UNDER CENTER OF A ROCK CAIRN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0906 ***********************************************************************
 CV0906  DESIGNATION -  HACKBERRY
 CV0906  PID         -  CV0906
 CV0906  STATE/COUNTY-  NM/EDDY
 CV0906  USGS QUAD   -  HACKBERRY LAKE (1985)
 CV0906
 CV0906                         *CURRENT SURVEY CONTROL
 CV0906  ___________________________________________________________________
 CV0906* NAD 83(1992)-  32 38 49.79283(N)    103 54 59.77430(W)     ADJUSTED  
 CV0906* NAVD 88     -      1058.     (meters)    3471.     (feet)  SCALED    
 CV0906  ___________________________________________________________________
 CV0906  LAPLACE CORR-           2.60  (seconds)                    DEFLEC99
 CV0906  GEOID HEIGHT-         -23.36  (meters)                     GEOID03
 CV0906
 CV0906  HORZ ORDER  -  THIRD
 CV0906
 CV0906.The horizontal coordinates were established by classical geodetic methods
 CV0906.and adjusted by the National Geodetic Survey in December 1993..
 CV0906
 CV0906.The orthometric height was scaled from a topographic map.
 CV0906
 CV0906.The Laplace correction was computed from DEFLEC99 derived deflections.
 CV0906
 CV0906.The geoid height was determined by GEOID03.
 CV0906
 CV0906;                    North         East     Units Scale Factor Converg.
 CV0906;SPC NM E     -   182,703.911   204,095.560   MT  0.99992793   +0 13 29.3
 CV0906;SPC NM E     -   599,421.08    669,603.52   sFT  0.99992793   +0 13 29.3
 CV0906;UTM  13      - 3,612,690.971   601,609.799   MT  0.99972731   +0 35 04.2
 CV0906
 CV0906!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CV0906!SPC NM E     -   0.99983751  x   0.99992793  =   0.99976545
 CV0906!UTM  13      -   0.99983751  x   0.99972731  =   0.99956486
 CV0906
 CV0906                          SUPERSEDED SURVEY CONTROL
 CV0906
 CV0906  NAD 83(1986)-  32 38 49.79397(N)    103 54 59.76120(W) AD(       ) 3
 CV0906
 CV0906.Superseded values are not recommended for survey control.
 CV0906.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0906.See file dsdata.txt to determine how the superseded data were derived.
 CV0906
 CV0906_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFS0161012691(NAD 83)
 CV0906_MARKER: DS = TRIANGULATION STATION DISK
 CV0906_SETTING: 0 = UNSPECIFIED SETTING
 CV0906_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CV0906
 CV0906  HISTORY     - Date     Condition        Report By
 CV0906  HISTORY     - 1934     MONUMENTED       USGS
 CV0906
 CV0906                          STATION DESCRIPTION
 CV0906
 CV0906'DESCRIBED BY US GEOLOGICAL SURVEY 1934
 CV0906'LOCATED ABOUT 24 MI. NE. OF CARLSBAD AND ABOUT 5 MI.
 CV0906'FROM MINE OF POTASH COMPANY OF AMERICA,
 CV0906'ON TOP OF A SEMI-ISOLATED HILL WHICH RISES TO THE N. FROM HACKBERRY
 CV0906'LAKE.
 CV0906'
 CV0906'TO REACH BY LUSK RANCH ROAD PROCEED NE. FROM MINE OF POTASH COMPANY
 CV0906'OF AMERICA ABOUT 2.5 MI. TO POINT WHERE ROAD TURNS E. TOWARD A SHORT,
 CV0906'STEEP ASCENT ONTO MESA.  AT THIS POINT LEAVE ROAD, TURN N. ALONG
 CV0906'CATTLE TRAIL ABOUT 2 MI. TO HACKBERRY LAKE.  STATION IS ABOUT 0.5 MI.
 CV0906'N. OF HACKBERRY LAKE.
 CV0906'
 CV0906'STATION MARK--STANDARD TABLET STAMPED---D 1934 HACKBERRY---, SET IN
 CV0906'CONCRETE POST PROJECTING 0.5 FT.
 CV0906'
 CV0906'REFERENCE MARK NO. 1--STANDARD REFERENCE TABLET STAMPED---NO. 1---,
 CV0906'SET IN CONCRETE POST, 37.20 FT. FROM STATION MARK.
 CV0906'
 CV0906'REFERENCE MARK NO. 2--STANDARD REFERENCE TABLET STAMPED---NO. 2---,
 CV0906'SET IN CONCRETE POST, 47.90 FT. FROM STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0866 ***********************************************************************
 DR0866  DESIGNATION -  HAGERMAN MUNICIPAL TANK
 DR0866  PID         -  DR0866
 DR0866  STATE/COUNTY-  NM/CHAVES
 DR0866  USGS QUAD   -  HAGERMAN (1975)
 DR0866
 DR0866                         *CURRENT SURVEY CONTROL
 DR0866  ___________________________________________________________________
 DR0866* NAD 83(1992)-  33 06 52.00184(N)    104 19 32.10117(W)     ADJUSTED  
 DR0866* NAVD 88     -      1040.     (meters)    3412.     (feet)  SCALED    
 DR0866  ___________________________________________________________________
 DR0866  LAPLACE CORR-           0.69  (seconds)                    DEFLEC99
 DR0866  GEOID HEIGHT-         -23.14  (meters)                     GEOID03
 DR0866
 DR0866  HORZ ORDER  -  THIRD
 DR0866
 DR0866.The horizontal coordinates were established by classical geodetic methods
 DR0866.and adjusted by the National Geodetic Survey in December 1993..
 DR0866
 DR0866.The orthometric height was scaled from a topographic map.
 DR0866
 DR0866.The Laplace correction was computed from DEFLEC99 derived deflections.
 DR0866
 DR0866.The geoid height was determined by GEOID03.
 DR0866
 DR0866;                    North         East     Units Scale Factor Converg.
 DR0866;SPC NM E     -   234,445.004   165,723.230   MT  0.99990910   +0 00 15.2
 DR0866;SPC NM E     -   769,174.98    543,710.30   sFT  0.99990910   +0 00 15.2
 DR0866;UTM  13      - 3,664,176.750   562,920.293   MT  0.99964881   +0 22 06.4
 DR0866
 DR0866!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR0866!SPC NM E     -   0.99984045  x   0.99990910  =   0.99974957
 DR0866!UTM  13      -   0.99984045  x   0.99964881  =   0.99948932
 DR0866
 DR0866                          SUPERSEDED SURVEY CONTROL
 DR0866
 DR0866  NAD 83(1986)-  33 06 52.00416(N)    104 19 32.09462(W) AD(       ) 4
 DR0866  NAD 27      -  33 06 51.61400(N)    104 19 30.21500(W) AD(       ) 3
 DR0866
 DR0866.Superseded values are not recommended for survey control.
 DR0866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0866.See file dsdata.txt to determine how the superseded data were derived.
 DR0866
 DR0866_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES6292064177(NAD 83)
 DR0866_MARKER: 53 = ELEVATED TANK
 DR0866
 DR0866  HISTORY     - Date     Condition        Report By
 DR0866  HISTORY     - 1943     FIRST OBSERVED   CGS
 DR0866  HISTORY     - 1969     GOOD             USAF
 DR0866
 DR0866                          STATION DESCRIPTION
 DR0866
 DR0866'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (EHB)
 DR0866'A SILVER-COLORED TANK, ABOUT 125 FEET HIGH, BEARING THE NAME
 DR0866'HAGERMAN, ABOUT 0.7 MILE EAST OF U.S. HIGHWAY 285.  IT IS
 DR0866'140 FEET N OF STATE HIGHWAY 31, WHICH IS THE MAIN STREET OF THE
 DR0866'VILLAGE, 18 FEET W OF AN ALLEY, 20 FEET S OF AN E-W ALLEY,
 DR0866'24 FEET ESE OF THE SE CORNER OF A SMALL RED BUILDING, 6 FEET
 DR0866'E AND 75 FEET N OF THE NE CORNER OF AN ADOBE BUILDING.
 DR0866'
 DR0866'A 36-INCH FEED PIPE RUNS UP THE CENTER OF THE 4-LEGGED
 DR0866'TOWER, ON WHICH THE TANK IS MOUNTED, AND A SMALL BALL SURMOUNTS
 DR0866'THE CONICAL TOP OF THE TANK, MARKING THE CENTER.
 DR0866
 DR0866                          STATION RECOVERY (1969)
 DR0866
 DR0866'RECOVERY NOTE BY US AIR FORCE 1969
 DR0866'THE WATER TANK WAS RECOVERED IN GOOD CONDTION.  THE ROUTE
 DR0866'DESCRIPTION WAS ADEQUATE WITH THE EXCEPTION THE U.S. HIGHWAY
 DR0866'285 MENTIONED IN THE FORMER DESCRIPTION IS PRESENTLY ENTITLED
 DR0866'ALTERNATE 285.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0537 ***********************************************************************
 EP0537  DESIGNATION -  HAILE
 EP0537  PID         -  EP0537
 EP0537  STATE/COUNTY-  NM/GUADALUPE
 EP0537  USGS QUAD   -  HARBEN LAKE (1964)
 EP0537
 EP0537                         *CURRENT SURVEY CONTROL
 EP0537  ___________________________________________________________________
 EP0537* NAD 83(1992)-  34 58 24.45310(N)    104 25 53.48315(W)     ADJUSTED  
 EP0537* NAVD 88     -      1594.6    (meters)    5232.     (feet)  VERTCON   
 EP0537  ___________________________________________________________________
 EP0537  LAPLACE CORR-          -2.30  (seconds)                    DEFLEC99
 EP0537  GEOID HEIGHT-         -22.66  (meters)                     GEOID03
 EP0537
 EP0537  HORZ ORDER  -  FIRST
 EP0537
 EP0537.The horizontal coordinates were established by classical geodetic methods
 EP0537.and adjusted by the National Geodetic Survey in December 1993..
 EP0537
 EP0537.The NAVD 88 height was computed by applying the VERTCON shift value to
 EP0537.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EP0537
 EP0537.The Laplace correction was computed from DEFLEC99 derived deflections.
 EP0537
 EP0537.The geoid height was determined by GEOID03.
 EP0537
 EP0537;                    North         East     Units Scale Factor Converg.
 EP0537;SPC NM E     -   440,638.475   156,034.356   MT  0.99991008   -0 03 22.6
 EP0537;SPC NM E     - 1,445,661.40    511,922.72   sFT  0.99991008   -0 03 22.6
 EP0537;UTM  13      - 3,870,247.356   551,891.497   MT  0.99963319   +0 19 33.1
 EP0537
 EP0537!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EP0537!SPC NM E     -   0.99975331  x   0.99991008  =   0.99966342
 EP0537!UTM  13      -   0.99975331  x   0.99963319  =   0.99938660
 EP0537
 EP0537|---------------------------------------------------------------------|
 EP0537| PID    Reference Object                     Distance      Geod. Az  |
 EP0537|                                                           dddmmss.s |
 EP0537| CJ6559 HAILE RM 2                           29.532 METERS 02027     |
 EP0537| CJ6557 HAILE AZ MK                                        1345915.6 |
 EP0537| CJ6558 HAILE RM 1                           18.102 METERS 29711     |
 EP0537|---------------------------------------------------------------------|
 EP0537
 EP0537                          SUPERSEDED SURVEY CONTROL
 EP0537
 EP0537  NAD 83(1986)-  34 58 24.46059(N)    104 25 53.47791(W) AD(       ) 1
 EP0537  NAD 27      -  34 58 24.24810(N)    104 25 51.53510(W) AD(       ) 1
 EP0537  NGVD 29 (07/19/86) 1593.9    (m)         5229.     (f) VERT ANG       
 EP0537
 EP0537.Superseded values are not recommended for survey control.
 EP0537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EP0537.See file dsdata.txt to determine how the superseded data were derived.
 EP0537
 EP0537_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEU5189170247(NAD 83)
 EP0537_MARKER: DS = TRIANGULATION STATION DISK
 EP0537_SETTING: 66 = SET IN ROCK OUTCROP
 EP0537_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EP0537
 EP0537  HISTORY     - Date     Condition        Report By
 EP0537  HISTORY     - 1922     MONUMENTED       CGS
 EP0537  HISTORY     - 1954     GOOD             LOCENG
 EP0537  HISTORY     - 1957     GOOD             CGS
 EP0537  HISTORY     - 1958     GOOD             CGS
 EP0537  HISTORY     - 1972     GOOD             NGS
 EP0537
 EP0537                          STATION DESCRIPTION
 EP0537
 EP0537'DESCRIBED BY COAST AND GEODETIC SURVEY 1922 (CMD)
 EP0537'THE STATION IS 5 MILES SOUTH OF THE TOWN OF CUERVO, 9 MILES
 EP0537'WEST OF THE SITE OF HAILE POST OFFICE, NEAR THE SOUTHEAST END
 EP0537'OF SEC. 29, T. 9 N., R 24 E., 1/4 MILE NORTHWEST OF AN OLD
 EP0537'ADOBE RUIN, ON THE NORTHWEST POINT OF THE MESA, AND ABOUT 10
 EP0537'METERS (33 FEET) FROM THE EDGE.  THE STATION AND REFERENCE
 EP0537'MARKS ARE STANDARD DISKS SET IN ROCK.
 EP0537'REFERENCE MARK NO. 1 IS 18.12 METERS (59.4 FEET) FROM
 EP0537'THE STATION, AND NO. 2 IS 29.56 METERS
 EP0537'(97.0 FEET) FROM THE STATION.
 EP0537'ELEVATION--1,593.9 METERS (5,229 FEET)
 EP0537
 EP0537                          STATION RECOVERY (1954)
 EP0537
 EP0537'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1954
 EP0537'RECOVERED BY ROBT. H. RAY CO.
 EP0537'
 EP0537'LETTER OF MR. A.T. GANDRE, PARTY CHIEF, ROBERT H. RAY CO.,
 EP0537'BOX 386, SANTA ROSA, NEW MEXICO DATED MARCH 9. 1954--
 EP0537'
 EP0537'STATION RECOVERED IN GOOD CONDITION.  ORIGINAL DESCRIPTION
 EP0537'ADEQUATE.
 EP0537
 EP0537                          STATION RECOVERY (1957)
 EP0537
 EP0537'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (ZAE)
 EP0537'TO REACH THE STATION FROM THE COURTHOUSE IN SANTA ROSA GO EAST
 EP0537'ON U.S. HIGHWAY 66 FOR 3.0 MILES TO JUNCTION OF STATE HIGHWAY
 EP0537'156, THENCE 8.3 MILES DUE EAST ON STATE HIGHWAY 156 TO JUNCTION.
 EP0537'CONTINUE DUE EAST 3.4 MILES, TURN LEFT THROUGH GATE AND FOLLOW
 EP0537'TRACK ROAD DUE NORTH 1.2 MILES TO OLD ROCK RUINS, TURN LEFT
 EP0537'IN A WNW DIRECTION FOR 0.3 MILES TO STATION.
 EP0537
 EP0537                          STATION RECOVERY (1958)
 EP0537
 EP0537'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (FJT)
 EP0537'THE STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2
 EP0537'WERE RECOVERED AND FOUND IN GOOD CONDITION.
 EP0537'
 EP0537'THE RECOVERY NOTE WRITTEN IN 1957 IS ADEQUATE.
 EP0537
 EP0537                          STATION RECOVERY (1972)
 EP0537
 EP0537'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (CWW)
 EP0537'STATION WAS RECOVERED AS PREVIOUSLY DESCRIBED AND ALL MARKS WERE
 EP0537'FOUND IN GOOD CONDITION.
 EP0537'
 EP0537'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES SOUTH OF
 EP0537'CUERVO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1456 ***********************************************************************
 GL1456  DESIGNATION -  HALFWAY
 GL1456  PID         -  GL1456
 GL1456  STATE/COUNTY-  NM/UNION
 GL1456  USGS QUAD   -  TEXLINE NORTH (1970)
 GL1456
 GL1456                         *CURRENT SURVEY CONTROL
 GL1456  ___________________________________________________________________
 GL1456* NAD 83(1992)-  36 24 09.40322(N)    103 05 15.92990(W)     ADJUSTED  
 GL1456* NAVD 88     -      1469.5    (meters)    4821.     (feet)  VERTCON   
 GL1456  ___________________________________________________________________
 GL1456  LAPLACE CORR-          -6.41  (seconds)                    DEFLEC99
 GL1456  GEOID HEIGHT-         -22.49  (meters)                     GEOID03
 GL1456
 GL1456  HORZ ORDER  -  SECOND
 GL1456
 GL1456.The horizontal coordinates were established by classical geodetic methods
 GL1456.and adjusted by the National Geodetic Survey in December 1993..
 GL1456
 GL1456.The NAVD 88 height was computed by applying the VERTCON shift value to
 GL1456.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GL1456
 GL1456.The Laplace correction was computed from DEFLEC99 derived deflections.
 GL1456
 GL1456.The geoid height was determined by GEOID03.
 GL1456
 GL1456;                    North         East     Units Scale Factor Converg.
 GL1456;SPC NM E     -   599,909.565   276,724.490   MT  1.00006283   +0 44 21.4
 GL1456;SPC NM E     - 1,968,203.30    907,886.93   sFT  1.00006283   +0 44 21.4
 GL1456;SPC OK N     -   167,580.147   143,841.911   MT  0.99995380   -3 00 09.1
 GL1456;SPC OK N     -   549,802.53    471,921.34   sFT  0.99995380   -3 00 09.1
 GL1456;SPC TX N     - 1,267,697.408    57,570.843   MT  1.00005852   -0 55 12.6
 GL1456;SPC TX N     - 4,159,103.91    188,880.34   sFT  1.00005852   -0 55 12.6
 GL1456;UTM  13      - 4,030,304.041   671,475.015   MT  0.99996228   +1 08 06.4
 GL1456
 GL1456!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GL1456!SPC NM E     -   0.99977295  x   1.00006283  =   0.99983577
 GL1456!SPC OK N     -   0.99977295  x   0.99995380  =   0.99972676
 GL1456!SPC TX N     -   0.99977295  x   1.00005852  =   0.99983146
 GL1456!UTM  13      -   0.99977295  x   0.99996228  =   0.99973524
 GL1456
 GL1456|---------------------------------------------------------------------|
 GL1456| PID    Reference Object                     Distance      Geod. Az  |
 GL1456|                                                           dddmmss.s |
 GL1456| CM8690 HALFWAY RM 1                         16.508 METERS 10801     |
 GL1456| CM8691 HALFWAY RM 2                         22.801 METERS 28812     |
 GL1456| GL0606 CLAY                                APPROX. 9.2 KM 3113022.3 |
 GL1456|---------------------------------------------------------------------|
 GL1456
 GL1456                          SUPERSEDED SURVEY CONTROL
 GL1456
 GL1456  NAD 83(1986)-  36 24 09.41327(N)    103 05 15.92626(W) AD(       ) 2
 GL1456  NAD 27      -  36 24 09.31614(N)    103 05 14.17075(W) AD(       ) 2
 GL1456  NGVD 29 (07/19/86) 1468.8    (m)         4819.     (f) VERT ANG       
 GL1456
 GL1456.Superseded values are not recommended for survey control.
 GL1456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1456.See file dsdata.txt to determine how the superseded data were derived.
 GL1456
 GL1456_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA7147530304(NAD 83)
 GL1456_MARKER: DD = SURVEY DISK
 GL1456_SETTING: 0 = UNSPECIFIED SETTING
 GL1456_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GL1456+SATELLITE: SATELLITE OBSERVATIONS - August 09, 2005
 GL1456
 GL1456  HISTORY     - Date     Condition        Report By
 GL1456  HISTORY     - 1970     MONUMENTED       USGS
 GL1456  HISTORY     - 20040806 GOOD             USPSQD
 GL1456  HISTORY     - 20050809 GOOD             USPSQD
 GL1456
 GL1456                          STATION DESCRIPTION
 GL1456
 GL1456'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (WC)
 GL1456'THE STATION IS SOUTH 57 DEG EAST ABOUT 6.5 MILES AIRLINE
 GL1456'FROM CLAYTON, NEW MEXICO.  NORTH 67 DEG WEST ABOUT 4.0 MILES
 GL1456'AIRLINE FROM TEXLINE, TEXAS.  40.5 FEET SOUTH-SOUTHWEST
 GL1456'OF CENTERLINE OF RAILROAD TRACK, 12.2 FEET NORTH-NORTHEAST
 GL1456'OF RIGHT-OF-WAY FENCE, 6.6 FEET EAST OF USGS WITNESS SIGN
 GL1456'MOUNTED ON A METAL POST, 2.2 FEET NORTHEAST OF CENTERLINE
 GL1456'OF TELEGRAPH LINE.
 GL1456'
 GL1456'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAYS
 GL1456'87 AND 56 IN CLAYTON, NEW MEXICO.  PROCEED SOUTH AND EAST
 GL1456'ON U.S. HIGHWAY 87 FOR 6.8 MILES TO A POINT 0.3 MILES EAST
 GL1456'OF A T-ROAD NORTH, TURN RIGHT OFF HIGHWAY AND CROSS OLD ROAD
 GL1456'GRADE AND TRACK TO STATION.
 GL1456'
 GL1456'STATION MARK IS A USGS BRONZE TABLET SOLDERED TO A COPPER
 GL1456'COATED STEEL ROD DRIVEN TO A DEPTH OF 7.2 FEET (REFUSAL),
 GL1456'CENTERED IN AN ORANGEBURG TILE, 6 INCHES IN DIAMETER,
 GL1456'12 INCHES LONG, FILLED WITH GRAVEL, FLUSH WITH THE GROUND
 GL1456'AND STAMPED HALWAY ET 1970.
 GL1456'
 GL1456'REFERENCE MARK NO. 1 IS A USGS BRONZE REFERENCE MARK TABLET
 GL1456'SOLDERED TO A COPPER COATED STEEL ROD DRIVEN TO A DEPTH
 GL1456'OF 10 FEET, CENTERED IN AN ORANGEBURG TILE 6 INCHES IN DIAMETER,
 GL1456'12 INCHES LONG FILLED WITH GRAVEL, FLUSH WITH THE GROUND
 GL1456'AND STAMPED HALWAY ET 1970 NO. 1.
 GL1456'
 GL1456'REFERENCE MARK NO. 2 IS A USGS BRONZE REFERENCE MARK TABLET
 GL1456'SOLDERED TO A COPPER COATED STEEL ROD DRIVEN TO A DEPTH
 GL1456'OF 10 FEET, CENTERED IN AN ORANGEBURG TILE 6 INCHES IN DIAMETER,
 GL1456'12 INCHES LONG FILLED WITH GRAVEL, FLUSH WITH THE GROUND
 GL1456'AND STAMPED HALWAY ET 1970 NO. 2.
 GL1456'
 GL1456'STATION CLAY 1922 USC AND GS IS VISIBLE FROM THE GROUND
 GL1456'AT THIS STATION AND WILL SERVE AS THE AZIMUTH MARK.
 GL1456'
 GL1456'ALL OBSERVATIONS WERE MADE FROM A STANDARD TRIPOD.
 GL1456
 GL1456                          STATION RECOVERY (2004)
 GL1456
 GL1456'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 GL1456'FOUND A SLAT AT THE MARK WITH ORANGE TAPE ON IT.
 GL1456'R1 FOUND WITH A SLAT AND ORANGE TAPE ON IT.
 GL1456'R2 FOUND WITH A SLAT AND ORANGE TAPE ON IT.
 GL1456
 GL1456                          STATION RECOVERY (2005)
 GL1456
 GL1456'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 GL1456'SAME AS LAST YEAR.  STILL GOOD.
 GL1456'MARK FOUND.
 GL1456'R1 FOUND.
 GL1456'R2 FOUND.
 GL1456'AZ NOT LOOKED FOR
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1777 ***********************************************************************
 CX1777  DESIGNATION -  HALL
 CX1777  PID         -  CX1777
 CX1777  STATE/COUNTY-  NM/DONA ANA
 CX1777  USGS QUAD   -  SOUSE SPRINGS (1978)
 CX1777
 CX1777                         *CURRENT SURVEY CONTROL
 CX1777  ___________________________________________________________________
 CX1777* NAD 83(1992)-  32 33 25.74666(N)    107 11 22.02699(W)     ADJUSTED  
 CX1777* NAVD 88     -      1919.     (meters)    6296.     (feet)  VERTCON   
 CX1777  ___________________________________________________________________
 CX1777  LAPLACE CORR-           0.83  (seconds)                    DEFLEC99
 CX1777  GEOID HEIGHT-         -23.70  (meters)                     GEOID03
 CX1777
 CX1777  HORZ ORDER  -  THIRD
 CX1777
 CX1777.The horizontal coordinates were established by classical geodetic methods
 CX1777.and adjusted by the National Geodetic Survey in December 1993..
 CX1777
 CX1777.The NAVD 88 height was computed by applying the VERTCON shift value to
 CX1777.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CX1777
 CX1777.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1777
 CX1777.The geoid height was determined by GEOID03.
 CX1777
 CX1777;                    North         East     Units Scale Factor Converg.
 CX1777;SPC NM C     -   173,033.608   411,776.376   MT  0.99999595   -0 30 20.1
 CX1777;SPC NM C     -   567,694.43  1,350,969.66   sFT  0.99999595   -0 30 20.1
 CX1777;UTM  13      - 3,604,308.762   294,433.665   MT  1.00012111   -1 10 43.1
 CX1777
 CX1777!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1777!SPC NM C     -   0.99970255  x   0.99999595  =   0.99969850
 CX1777!UTM  13      -   0.99970255  x   1.00012111  =   0.99982363
 CX1777
 CX1777:                Primary Azimuth Mark                     Grid Az
 CX1777:SPC NM C     -  FLAT TOP                                 164 09 15.4
 CX1777:UTM  13      -  FLAT TOP                                 164 49 38.4
 CX1777
 CX1777|---------------------------------------------------------------------|
 CX1777| PID    Reference Object                     Distance      Geod. Az  |
 CX1777|                                                           dddmmss.s |
 CX1777| CX1816 FLAT TOP                            APPROX. 7.6 KM 1633855.3 |
 CX1777|---------------------------------------------------------------------|
 CX1777
 CX1777                          SUPERSEDED SURVEY CONTROL
 CX1777
 CX1777  NAD 83(1986)-  32 33 25.75182(N)    107 11 22.03451(W) AD(       ) 3
 CX1777  NAD 27      -  32 33 25.44926(N)    107 11 19.96559(W) AD(       ) 3
 CX1777  NGVD 29 (07/19/86) 1918.     (m)         6293.     (f) VERT ANG       
 CX1777
 CX1777.Superseded values are not recommended for survey control.
 CX1777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1777.See file dsdata.txt to determine how the superseded data were derived.
 CX1777
 CX1777_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBS9443404309(NAD 83)
 CX1777_MARKER: DD = SURVEY DISK
 CX1777_SETTING: 80 = SET IN A BOULDER
 CX1777_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX1777+STABILITY: SURFACE MOTION
 CX1777
 CX1777  HISTORY     - Date     Condition        Report By
 CX1777  HISTORY     - 1957     MONUMENTED       USGS
 CX1777
 CX1777                          STATION DESCRIPTION
 CX1777
 CX1777'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 CX1777'LOCATED ABOUT 7.0 MI. (AIRLINE) W. OF HATCH, NEW MEXICO, AND ABOUT
 CX1777'6.0 MI. (AIRLINE) S. OF STATE HIGHWAY NO. 26.  ON THE W. SIDE OF A
 CX1777'LARGE BARE RIDGE.
 CX1777'
 CX1777'TO REACH FROM INTERSECTION OF U.S. HIGHWAY NO. 85 AND STATE HIGHWAY
 CX1777'NO. 26 AT HATCH, NEW MEXICO, GO W. ON STATE HIGHWAY NO. 26 7.6 MI.
 CX1777'TO A GRADED RD. S., TURN LEFT ON GRADED RD. 2.5 MI. TO A Y-RD.,
 CX1777'TURN RIGHT AND GO 0.3 MI. TO A DIM CROSS ROAD, CONTINUE S. 2.6 MI.
 CX1777'TO A STONE HOUSE, CONTINUE ON TRACK RD. THRU CORRALS AND S. BY SE.
 CX1777'TO A EARTH TANK AND END OF TRUCK TRAVEL.  PACK N. BY NE. UP DRAIN TO
 CX1777'HIGHEST PART OF RIDGE AND STATION SITE.
 CX1777'
 CX1777'STATION MARK--A STANDARD TABLET CEMENTED IN A BOULDER, STAMPED
 CX1777'---HALL 1957---, PROTRUDING 0.6 FT. ABOVE THE GROUND.
 CX1777'
 CX1777'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0794 ***********************************************************************
 GM0794  DESIGNATION -  HALL
 GM0794  PID         -  GM0794
 GM0794  STATE/COUNTY-  NM/MORA
 GM0794  USGS QUAD   -  OCATE (1994)
 GM0794
 GM0794                         *CURRENT SURVEY CONTROL
 GM0794  ___________________________________________________________________
 GM0794* NAD 83(1992)-  36 13 45.57318(N)    105 03 53.49444(W)     ADJUSTED  
 GM0794* NAVD 88     -      2671.4    (meters)    8764.     (feet)  VERTCON   
 GM0794  ___________________________________________________________________
 GM0794  LAPLACE CORR-          -5.14  (seconds)                    DEFLEC99
 GM0794  GEOID HEIGHT-         -17.79  (meters)                     GEOID03
 GM0794
 GM0794  HORZ ORDER  -  FIRST
 GM0794
 GM0794.The horizontal coordinates were established by classical geodetic methods
 GM0794.and adjusted by the National Geodetic Survey in December 1993..
 GM0794
 GM0794.The NAVD 88 height was computed by applying the VERTCON shift value to
 GM0794.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GM0794
 GM0794.The Laplace correction was computed from DEFLEC99 derived deflections.
 GM0794
 GM0794.The geoid height was determined by GEOID03.
 GM0794
 GM0794;                    North         East     Units Scale Factor Converg.
 GM0794;SPC NM E     -   580,209.993    99,239.821   MT  0.99996236   -0 25 56.5
 GM0794;SPC NM E     - 1,903,572.29    325,589.31   sFT  0.99996236   -0 25 56.5
 GM0794;UTM  13      - 4,009,386.483   494,171.332   MT  0.99960042   -0 02 18.0
 GM0794
 GM0794!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GM0794!SPC NM E     -   0.99958371  x   0.99996236  =   0.99954608
 GM0794!UTM  13      -   0.99958371  x   0.99960042  =   0.99918429
 GM0794
 GM0794|---------------------------------------------------------------------|
 GM0794| PID    Reference Object                     Distance      Geod. Az  |
 GM0794|                                                           dddmmss.s |
 GM0794| CM8693 HALL RM 1                             7.731 METERS 01246     |
 GM0794| CM8694 HALL RM 2                             3.596 METERS 27459     |
 GM0794| CM8692 HALL AZ MK                                         3011923.2 |
 GM0794|---------------------------------------------------------------------|
 GM0794
 GM0794                          SUPERSEDED SURVEY CONTROL
 GM0794
 GM0794  NAD 83(1986)-  36 13 45.58015(N)    105 03 53.49600(W) AD(       ) 1
 GM0794  NAD 27      -  36 13 45.45020(N)    105 03 51.47100(W) AD(       ) 1
 GM0794  NGVD 29 (07/19/86) 2670.2    (m)         8760.     (f) VERT ANG       
 GM0794
 GM0794.Superseded values are not recommended for survey control.
 GM0794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0794.See file dsdata.txt to determine how the superseded data were derived.
 GM0794
 GM0794_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDA9417109386(NAD 83)
 GM0794_MARKER: DS = TRIANGULATION STATION DISK
 GM0794_SETTING: 80 = SET IN A BOULDER
 GM0794_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 GM0794
 GM0794  HISTORY     - Date     Condition        Report By
 GM0794  HISTORY     - 1949     MONUMENTED       CGS
 GM0794  HISTORY     - 1955     GOOD             USGS
 GM0794  HISTORY     - 1961     GOOD             CGS
 GM0794
 GM0794                          STATION DESCRIPTION
 GM0794
 GM0794'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (DHK)
 GM0794'THE STATION IS LOCATED ABOUT 4 MILES AIR LINE NORTHWEST OF
 GM0794'OCATE, ABOUT 1.5 MILE AIR LINE SOUTH OF SCHIELES RANCH HEADQUARTERS,
 GM0794'ABOUT 0.5 MILE SOUTHEAST OF A GRADED ROAD, ON WHAT IS LOCALLY
 GM0794'KNOWN AS HALLS PEAK.  IT IS ON THE EXTREME NORTH-NORTHWEST
 GM0794'END AND HIGHEST POINT OF A HIGH NORTH-NORTHWEST-SOUTH-SOUTHEAST
 GM0794'RIDGE WHICH STARTS AT OCATE AND IS SEPARATED FROM THE REST OF
 GM0794'THE RIDGE BY A DEEP SADDLE.
 GM0794'
 GM0794'THE SIDES OF THE PEAK ARE HEAVILY TIMBERED, BUT THE LAST
 GM0794'50 FEET IS A JUMBLED MASS OF VOLCANIC ROCK WITH LITTLE GROWTH
 GM0794'ON TOP.  THE STATION IS 8 PACES NORTH OF THE HIGHEST POINT,
 GM0794'SET FLUSH, AND IS STAMPED, HALL 1949.
 GM0794'
 GM0794'REFERENCE MARK NO. 1 IS APPROXIMATELY 2 FEET LOWER THAN
 GM0794'THE STATION, 7 FEET SOUTHWEST OF THE NORTHEAST RIM, SET FLUSH,
 GM0794'AND IS STAMPED, HALL NO 1 1949.
 GM0794'
 GM0794'REFERENCE MARK NO. 2 IS APPROXIMATELY THE SAME ELEVATION
 GM0794'AS THE STATION, ON THE NORTHWEST EDGE, SET FLUSH, AND IS
 GM0794'STAMPED, HALL NO 2 1949.
 GM0794'
 GM0794'THE AZIMUTH MARK IS LOCATED ALONG THE ROAD TO STATION, 0.2
 GM0794'MILE NORTH OF A ADOBE HOUSE AND CEMETERY, ON A CURVE IN
 GM0794'ROAD, 10 PACES EAST OF THE CENTER LINE OF ROAD, 6 PACES EAST
 GM0794'OF FENCE LINE, PROJECTS 16 INCHES, AND IS STAMPED, HALL 1949.
 GM0794'
 GM0794'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 85 AND STATE
 GM0794'HIGHWAY 120 IN WAGON MOUND, GO NORTHWESTERLY ALONG STATE
 GM0794'HIGHWAY 120 FOR 23.65 MILES TO THE OCATE POST OFFICE ON LEFT.
 GM0794'CONTINUE FOR 2.7 MILES TO A ROAD RIGHT AT SIGN OO- RANCH 3
 GM0794'MILES, JONES CATTLE AND LAND CO.  TURN RIGHT (NORTH) AND GO
 GM0794'1.75 MILES TO THE AZIMUTH MARK ON RIGHT (EAST) SIDE OF ROAD.
 GM0794'CONTINUE NORTHERLY FOR 0.95 MILE TO AN ABANDONED HOUSE AND
 GM0794'SEVERAL CHICKEN HOUSES ON LEFT AND A GATE AND BRIDGE ON RIGHT.
 GM0794'TURN RIGHT, PASS THROUGH GATE AND CONTINUE FOR 0.15 MILE TO
 GM0794'A SMALL CREEK, AT THIS POINT THE STATION BEARS 181 DEGREES
 GM0794'MAGNETIC.  CONTINUE FOR 0.15 MILE TO A FENCE LINE AND END
 GM0794'OF TRUCK TRAVEL.  PACK SOUTHWESTERLY ALONG TOP OF RIDGE,
 GM0794'KEEPING VALLEY TO THE RIGHT IN VIEW, TO TOP OF PEAK AND
 GM0794'STATION.  A 50-MINUTE PACK.
 GM0794
 GM0794                          STATION RECOVERY (1955)
 GM0794
 GM0794'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955 (HLL)
 GM0794'STATION MARK--STANDARD USC AND GS BRONZE DISK, STAMPED ---HALL
 GM0794'1949---.
 GM0794
 GM0794                          STATION RECOVERY (1961)
 GM0794
 GM0794'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (HWK)
 GM0794'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2
 GM0794'AND THE AZIMUTH MARK WERE RECOVERED AS PREVIOUSLY DESCRIBED
 GM0794'AND FOUND IN GOOD CONDITION.  THE DISTANCE AND THE DIRECTION
 GM0794'TO THE REFERENCE MARKS WERE VERIFIED.  THE DIRECTION TO THE
 GM0794'AZIMUTH MARK WAS VERIFIED.  THE DESCRIPTION IS ADEQUATE.
 GM0794'
 GM0794'NOTE--REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0653 ***********************************************************************
 EO0653  DESIGNATION -  HAMMOND
 EO0653  PID         -  EO0653
 EO0653  STATE/COUNTY-  NM/CURRY
 EO0653  USGS QUAD   -  HAMMOND RANCH (1985)
 EO0653
 EO0653                         *CURRENT SURVEY CONTROL
 EO0653  ___________________________________________________________________
 EO0653* NAD 83(1992)-  34 39 44.67744(N)    103 26 58.20731(W)     ADJUSTED  
 EO0653* NAVD 88     -      1438.2    (meters)    4718.     (feet)  VERTCON   
 EO0653  ___________________________________________________________________
 EO0653  LAPLACE CORR-          -1.73  (seconds)                    DEFLEC99
 EO0653  GEOID HEIGHT-         -23.50  (meters)                     GEOID03
 EO0653
 EO0653  HORZ ORDER  -  SECOND
 EO0653
 EO0653.The horizontal coordinates were established by classical geodetic methods
 EO0653.and adjusted by the National Geodetic Survey in December 1993..
 EO0653
 EO0653.The NAVD 88 height was computed by applying the VERTCON shift value to
 EO0653.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EO0653
 EO0653.The Laplace correction was computed from DEFLEC99 derived deflections.
 EO0653
 EO0653.The geoid height was determined by GEOID03.
 EO0653
 EO0653;                    North         East     Units Scale Factor Converg.
 EO0653;SPC NM E     -   406,485.676   246,007.089   MT  0.99998995   +0 30 09.7
 EO0653;SPC NM E     - 1,333,611.76    807,108.26   sFT  0.99998995   +0 30 09.7
 EO0653;UTM  13      - 3,836,700.152   642,070.308   MT  0.99984878   +0 52 55.1
 EO0653
 EO0653!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EO0653!SPC NM E     -   0.99977799  x   0.99998995  =   0.99976794
 EO0653!UTM  13      -   0.99977799  x   0.99984878  =   0.99962680
 EO0653
 EO0653:                Primary Azimuth Mark                     Grid Az
 EO0653:SPC NM E     -  HAMMOND AZ MK                            090 36 28.0
 EO0653:UTM  13      -  HAMMOND AZ MK                            090 13 42.6
 EO0653
 EO0653|---------------------------------------------------------------------|
 EO0653| PID    Reference Object                     Distance      Geod. Az  |
 EO0653|                                                           dddmmss.s |
 EO0653| CJ7385 HAMMOND AZ MK                                      0910637.7 |
 EO0653| CJ7386 HAMMOND AZ MK 2                                    0911208.4 |
 EO0653| CJ7387 HAMMOND RM 1                         33.577 METERS 12210     |
 EO0653| CJ7388 HAMMOND RM 2                         27.855 METERS 23047     |
 EO0653| EO0695 FIELD ATT TOWER                     APPROX.10.4 KM 2523546.0 |
 EO0653|---------------------------------------------------------------------|
 EO0653
 EO0653                          SUPERSEDED SURVEY CONTROL
 EO0653
 EO0653  NAD 83(1986)-  34 39 44.68102(N)    103 26 58.19521(W) AD(       ) 2
 EO0653  NAD 27      -  34 39 44.43100(N)    103 26 56.35400(W) AD(       ) 2
 EO0653  NGVD 29 (07/19/86) 1437.5    (m)         4716.     (f) VERT ANG       
 EO0653
 EO0653.Superseded values are not recommended for survey control.
 EO0653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0653.See file dsdata.txt to determine how the superseded data were derived.
 EO0653
 EO0653_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFU4207036700(NAD 83)
 EO0653_MARKER: DS = TRIANGULATION STATION DISK
 EO0653_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EO0653
 EO0653  HISTORY     - Date     Condition        Report By
 EO0653  HISTORY     - 1935     MONUMENTED       CGS
 EO0653  HISTORY     - 1957     SEE DESCRIPTION  USGS
 EO0653  HISTORY     - 1963     GOOD             CGS
 EO0653  HISTORY     - 1972     GOOD             NGS
 EO0653
 EO0653                          STATION DESCRIPTION
 EO0653
 EO0653'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 EO0653'ABOUT 23 MILES AIR LINE NORTHWEST OF CLOVIS, IN THE SE 1/4
 EO0653'SEC. 9, T. 5 N., R. 33 E., ON THE HIGHEST PART OF A HIGH
 EO0653'DIVIDE, 2-3/4 MILES SOUTH OF BLANCO CREEK, 1-1/2 MILES DUE
 EO0653'WEST OF MR. HAMMONDS RANCH HOUSE, 200 YARDS EAST OF A LARGE,
 EO0653'LONE, RED BARN, 21 FEET NORTH OF A GRADED SECTION-LINE ROAD
 EO0653'AND IN AN EAST-WEST FENCE LINE.  TO REACH FROM CLOVIS, GO NORTH
 EO0653'19.1 MILES ON STATE HIGHWAY 18, TO A POINT WHERE THE HIGHWAY
 EO0653'CURVES SLIGHTLY TO THE EAST AND A GRADED ROAD TURNS TO THE
 EO0653'WEST, LEAVE HIGHWAY AND GO WEST ON GRADED ROAD 13.4 MILES TO
 EO0653'THE HIGHEST POINT OF THE RIDGE AND STATION SITE.  THE
 EO0653'STATION, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE
 EO0653'STANDARD DISKS SET IN CONCRETE.
 EO0653'REFERENCE MARK NO. 1 IS 37 FEET SOUTH OF THE CENTER
 EO0653'LINE OF THE GRADED ROAD, 2 FEET NORTH OF AN EAST-WEST
 EO0653'FENCE, AND 110.18 FEET FROM THE STATION S 57 DEG 51 MIN E,
 EO0653'AND NO. 2 IS 37 FEET SOUTH OF THE CENTER
 EO0653'LINE OF THE GRADED ROAD.  2 FEET NORTH OF AN EAST-WEST
 EO0653'FENCE, AND 91.55 FEET FROM STATION S 50 DEG 47 MIN W.
 EO0653'THE AZIMUTH MARK IS 35 FEET SOUTH OF THE CENTER LINE
 EO0653'OF THE GRADED ROAD AND 0.6 MILE FROM STATION S 88 DEG 53 MIN E.
 EO0653
 EO0653                          STATION RECOVERY (1957)
 EO0653
 EO0653'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 EO0653'TO REACH STATION FROM CLOVIS, GO N ALONG STATE HIGHWAY 18
 EO0653'FOR 15 MILES TO JUNCTION OF STATE HIGHWAY 89, THENCE W ALONG
 EO0653'HIGHWAY 89 FOR 14 MILES TO T-JUNCTION N, THENCE N 2.0 MILES
 EO0653'TO A SECTION LINE ROAD W, THENCE W 1.35 MILES TO HIGH POINT
 EO0653'AND STATION IN FENCE LINE ON N SIDE OF ROAD.
 EO0653'
 EO0653'AZIMUTH MARK HAS BEEN DESTROYED, IT WAS HIT BY TRACTORS AND
 EO0653'TORN OUT.
 EO0653
 EO0653                          STATION RECOVERY (1963)
 EO0653
 EO0653'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CKP)
 EO0653'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN
 EO0653'GOOD CONDITION.  THE AZIMUTH MARK HAS BEEN DESTROYED.  A NEW
 EO0653'DESCRIPTION TO REACH THE STATION FOLLOWS--
 EO0653'
 EO0653'FROM THE JUNCTION OF U.S. HIGHWAYS 60 AND 84 AND STATE HIGHWAY
 EO0653'18 IN CLOVIS, GO NORTH ON HIGHWAY 18 FOR 14.25 MILES TO THE
 EO0653'JUNCTION OF STATE HIGHWAY 89.  TURN LEFT, GO WEST, NORTH AND
 EO0653'WEST ON HIGHWAY 89 FOR 16.7 MILES TO A MACADAM ROAD AND
 EO0653'SIGN HAMMOND AND SONS ON THE RIGHT.  TURN RIGHT AND GO NORTH
 EO0653'2.0 MILES TO THE HAMMOND RANCH, TURN LEFT AND GO WEST ON
 EO0653'TRACK ROAD FOR 1.5 MILES TO THE STATION ON THE RIGHT.
 EO0653'
 EO0653'ASTRO PARTY 621 VISITED THIS STATION.
 EO0653'
 EO0653'NOTE--THE STATION MARK IS IN AN EAST-WEST FENCE LINE.
 EO0653
 EO0653                          STATION RECOVERY (1972)
 EO0653
 EO0653'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 EO0653'THE STATION MARK, AND REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED
 EO0653'AND APPEARED TO BE IN GOOD CONDITION.  A DIFFERENCE OF 0.26 FEET WAS
 EO0653'FOUND IN THE MEASUREMENT TO R.M. 2, BUT THE ANGLE CHECKED GOOD,
 EO0653'MR. HAMMOND THE PROPERTY OWNER SAID THAT THE MARK MAY HAVE BEEN
 EO0653'BUMPED BY A PLOW WHICH HAD BEEN USED TO LEVEL OFF THE GROUND IN THAT
 EO0653'AREA.  THE AZIMUTH MARK HAD BEEN REPORTED DESTROYED PREVIOUSLY, NO
 EO0653'TRACE OF IT WAS FOUND.  A NEW AZIMUTH MARK WAS SET.
 EO0653'
 EO0653'A NEW DESCRIPTION FOLLOWS--
 EO0653'
 EO0653'THE STATION IS LOCATED ABOUT 23 MILES NORTHWEST OF CLOVIS, AND 7
 EO0653'MILES EAST-NORTHEAST OF FIELD, IN THE SE 1/4 OF SEC. 9, T 5 N, R 33
 EO0653'E, IN AN EAST-WEST FENCE LINE, ON A LARGE FLAT RIDGE, IN PASTURE LAND
 EO0653'ON THE HAMMOND RANCH, 1-1/2 MILES WEST OF THE RANCH HEADQUARTERS.
 EO0653'
 EO0653'THE STATION MARK IS A STANDARD DISK STAMPED HAMMOND 1935, SET IN A
 EO0653'SQUARE CONCRETE MONUMENT WHICH PROJECTS 5-INCHES.  IT IS IN THE
 EO0653'EAST-WEST FENCE LINE, 3 FEET WEST OF A METAL WITNESS POST.
 EO0653'
 EO0653'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED HAMMOND NO 1 1935,
 EO0653'SET IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS 2-INCHES.  IT IS
 EO0653'58 FEET SOUTH OF THE EAST-WEST FENCE LINE.
 EO0653'
 EO0653'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED HAMMOND NO 2 1935,
 EO0653'SET IN A SQUARE CONCRETE MONUMENT WHICH PROJECTS 2-INCHES.  IT IS 58
 EO0653'FEET SOUTH OF THE EAST-WEST FENCE LINE.
 EO0653'
 EO0653'THE AZIMUTH MARK IS A STANDARD DISK STAMPED HAMMOND 1935 1972, SET
 EO0653'IN A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND.  IT IS NEAR A
 EO0653'4-WAY FENCE CORNER, 28.5 FEET SOUTH OF THE EAST-WEST FENCE LINE,
 EO0653'3.5 FEET SOUTH OF A SOUTH GATE POST, AND 1.0 FOOT EAST OF THE
 EO0653'NORTH-SOUTH FENCE LINE AND WITNESS SIGN.
 EO0653'
 EO0653'TO REACH FROM THE COUNTY COURTHOUSE IN CLOVIS, GO NORTH, NORTHEAST,
 EO0653'AND NORTH ON STATE HIGHWAY 18 FOR 13.6 MILES TO THE JUNCTION WITH
 EO0653'STATE HIGHWAY 89 LEADING WEST, TURN LEFT AND GO WESTERLY ON HIGHWAY
 EO0653'89 FOR 15.75 MILES TO A PAVED ROAD ON THE RIGHT AND SIGN, HAMMOND
 EO0653'AND SONS RANCH, TURN RIGHT AND GO NORTH 2.0 MILES TO THE RANCH
 EO0653'HEADQUARTERS, TURN LEFT BEFORE REACHING THE HOUSE AND GO WEST
 EO0653'0.2 MILE THRU THE RANCH YARD TO A GATE, GO THRU THE GATE AND
 EO0653'CONTINUE WEST ALONG SOUTH SIDE OF FENCE FOR 1.0 MILE TO A GATE
 EO0653'AND THE AZIMUTH MARK AS DESCRIBED, GO THRU GATE AND CONTINUE WEST
 EO0653'0.3 MILE TO THE HIGHEST PART OF THE AREA AND THE STATION ON THE
 EO0653'RIGHT AS DESCRIBED.
 EO0653'
 EO0653'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7 MILES ENE OF
 EO0653'FIELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS1232 ***********************************************************************
 DS1232  DESIGNATION -  HANFORD
 DS1232  PID         -  DS1232
 DS1232  STATE/COUNTY-  NM/SOCORRO
 DS1232  USGS QUAD   -  TIP TOP CANYON (1981)
 DS1232
 DS1232                         *CURRENT SURVEY CONTROL
 DS1232  ___________________________________________________________________
 DS1232* NAD 83(1992)-  33 12 25.54190(N)    106 35 33.93096(W)     ADJUSTED  
 DS1232* NAVD 88     -      1482.38   (+/-2cm)    4863.4    (feet)  VERTCON   
 DS1232  ___________________________________________________________________
 DS1232  LAPLACE CORR-          -7.55  (seconds)                    DEFLEC99
 DS1232  GEOID HEIGHT-         -22.36  (meters)                     GEOID03
 DS1232
 DS1232  HORZ ORDER  -  FIRST
 DS1232  VERT ORDER  -  THIRD ? (See Below)
 DS1232
 DS1232.The horizontal coordinates were established by classical geodetic methods
 DS1232.and adjusted by the National Geodetic Survey in December 1993..
 DS1232
 DS1232.The NAVD 88 height was computed by applying the VERTCON shift value to
 DS1232.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DS1232.The vertical order pertains to the NGVD 29 superseded value.
 DS1232
 DS1232.The Laplace correction was computed from DEFLEC99 derived deflections.
 DS1232
 DS1232.The geoid height was determined by GEOID03.
 DS1232
 DS1232;                    North         East     Units Scale Factor Converg.
 DS1232;SPC NM C     -   244,769.728   468,046.268   MT  0.99991258   -0 11 15.8
 DS1232;SPC NM C     -   803,048.68  1,535,581.80   sFT  0.99991258   -0 11 15.8
 DS1232;UTM  13      - 3,675,376.096   351,551.989   MT  0.99987170   -0 52 20.9
 DS1232
 DS1232!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS1232!SPC NM C     -   0.99977083  x   0.99991258  =   0.99968343
 DS1232!UTM  13      -   0.99977083  x   0.99987170  =   0.99964256
 DS1232
 DS1232:                Primary Azimuth Mark                     Grid Az
 DS1232:SPC NM C     -  HANFORD AZ MK                            135 41 07.6
 DS1232:UTM  13      -  HANFORD AZ MK                            136 22 12.7
 DS1232
 DS1232|---------------------------------------------------------------------|
 DS1232| PID    Reference Object                     Distance      Geod. Az  |
 DS1232|                                                           dddmmss.s |
 DS1232| CD2982 HANFORD AZ MK                                      1352951.8 |
 DS1232|---------------------------------------------------------------------|
 DS1232
 DS1232                          SUPERSEDED SURVEY CONTROL
 DS1232
 DS1232  NAD 83(1986)-  33 12 25.54887(N)    106 35 33.93480(W) AD(       ) 1
 DS1232  NAD 27      -  33 12 25.26290(N)    106 35 31.90114(W) AD(       ) 1
 DS1232  NGVD 29 (07/19/86) 1481.73   (m)         4861.3    (f) LEVELING    3  
 DS1232
 DS1232.Superseded values are not recommended for survey control.
 DS1232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS1232.See file dsdata.txt to determine how the superseded data were derived.
 DS1232
 DS1232_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS5155275376(NAD 83)
 DS1232_MARKER: DD = SURVEY DISK
 DS1232_SETTING: 0 = UNSPECIFIED SETTING
 DS1232
 DS1232  HISTORY     - Date     Condition        Report By
 DS1232  HISTORY     - 1967     MONUMENTED       DMA
 DS1232  HISTORY     - 1969     GOOD             CGS
 DS1232
 DS1232                          STATION DESCRIPTION
 DS1232
 DS1232'DESCRIBED BY DEFENSE MAP AGENCY 1967 (JWC)
 DS1232'THE STATION IS ABOUT 35 MILES WEST NORTHWEST OF TULAROSA, 18 MILES
 DS1232'NORTHWEST OF A POINT WHERE SIERRA, OTERO AND DONA ANA COUNTY LINES
 DS1232'INTERSECT, AND AT THE BASE OF THE SAN ANDRES MOUNTAINS AND ON THE
 DS1232'ROOF OF BUILDING NUMBER 30580 ON THE WHITE SANDS PROVING GROUNDS.
 DS1232'
 DS1232'TO REACH THE STATION FROM THE POST OFFICE IN TULAROSA, GO WEST ON
 DS1232'STATE HIGHWAY 52 FOR 1.25 MILES TO A T-JUNCTION JUST AFTER CROSSING
 DS1232'RAILROAD TRACKS.  TURN RIGHT AND GO NORTH FOR 0.3 MILE TO WHERE THE
 DS1232'MAIN ROAD TURNS TO THE WEST.  TURN LEFT AND GO WEST FOR 6.7 MILES
 DS1232'TO A CROSSROADS AT A GUARD SHACK ON THE LEFT.  CONTINUE AHEAD ON
 DS1232'PAVED ROAD FOR 22.1 MILES TO A CROSSROADS AT RHODES CANYON RANGE
 DS1232'CENTER.  CONTINUE WESTERLY ON GRAVELED ROAD FOR 6.05 MILES TO THE
 DS1232'AZIMUTH MARK ON THE RIGHT.  CONTINUE AHEAD FOR 0.4 MILE TO A
 DS1232'FORK, TAKE THE RIGHT FORK AND GO NORTHWEST ON GRAVELED ROAD
 DS1232'FOR 0.85 MILE TO A SMALL WHITE BUILDING AND THE STATION ATOP.
 DS1232'
 DS1232'STATION MARK IS A BRONZE DISK OF THE WHITE SANDS PROVING GROUNDS
 DS1232'STAMPED HANFORD, CEMENTED IN A DRILL HOLE NEAR THE NORTHEAST CORNER
 DS1232'OF THE CONCRETE ROOF OF BUILDING NUMBER 30580.  IT IS 3.9 FEET
 DS1232'SOUTHWEST OF THE NORTHEAST CORNER OF BUILDING, 9.5 FEET EAST
 DS1232'SOUTHEAST OF THE NORTHWEST CORNER OF BUILDING AND 10.9 FEET NORTH
 DS1232'NORTHWEST OF THE SOUTHEAST CORNER OF BUILDING.
 DS1232'
 DS1232'AZIMUTH MARK IS A BRONZE DISK OF THE WHITE SANDS PROVING GROUNDS
 DS1232'STAMPED HANFORD, SET IN THE TOP OF A ROUND CONCRETE POST, 6 INCHES
 DS1232'IN DIAMETER THAT PROJECTS 6 INCHES ABOVE THE SURFACE OF THE GROUND.
 DS1232'IT IS 2 FEET SOUTH OF A WITNESS POST AND 106 FEET NORTH OF THE
 DS1232'CENTERLINE OF A GRAVELED ROAD.
 DS1232'
 DS1232'THE WHITE SANDS PROVING GROUNDS DID NOT CALL FOR RMS AT THIS
 DS1232'STATION.
 DS1232
 DS1232                          STATION RECOVERY (1969)
 DS1232
 DS1232'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (SJD)
 DS1232'STA. MRK.--HANFORD RECOVERED GOOD.  (WSPG MARKER).
 DS1232'
 DS1232'AZIMUTH MARKER WAS NOT SEARCHED FOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0354 ***********************************************************************
 FO0354  DESIGNATION -  HANGAR
 FO0354  PID         -  FO0354
 FO0354  STATE/COUNTY-  NM/BERNALILLO
 FO0354  USGS QUAD   -  ALBUQUERQUE EAST (1990)
 FO0354
 FO0354                         *CURRENT SURVEY CONTROL
 FO0354  ___________________________________________________________________
 FO0354* NAD 83(1992)-  35 03 12.02142(N)    106 35 17.38451(W)     ADJUSTED  
 FO0354* NAVD 88     -      1628.681  (meters)    5343.43   (feet)  ADJUSTED  
 FO0354  ___________________________________________________________________
 FO0354  LAPLACE CORR-           8.98  (seconds)                    DEFLEC99
 FO0354  GEOID HEIGHT-         -21.05  (meters)                     GEOID03
 FO0354  DYNAMIC HT  -        1626.434 (meters)    5336.06  (feet)  COMP
 FO0354  MODELED GRAV-     979,197.6   (mgal)                       NAVD 88
 FO0354
 FO0354  HORZ ORDER  -  FIRST
 FO0354  VERT ORDER  -  FIRST     CLASS II
 FO0354
 FO0354.This mark is at Albuquerque Int'l Airport (ABQ)
 FO0354
 FO0354.The horizontal coordinates were established by classical geodetic methods
 FO0354.and adjusted by the National Geodetic Survey in December 1993..
 FO0354
 FO0354.The orthometric height was determined by differential leveling
 FO0354.and adjusted by the National Geodetic Survey in June 1991..
 FO0354
 FO0354.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO0354
 FO0354.The geoid height was determined by GEOID03.
 FO0354
 FO0354.The dynamic height is computed by dividing the NAVD 88
 FO0354.geopotential number by the normal gravity value computed on the
 FO0354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0354.degrees latitude (g = 980.6199 gals.).
 FO0354
 FO0354.The modeled gravity was interpolated from observed gravity values.
 FO0354
 FO0354;                    North         East     Units Scale Factor Converg.
 FO0354;SPC NM C     -   449,543.424   469,152.846   MT  0.99991172   -0 11 39.2
 FO0354;SPC NM C     - 1,474,877.05  1,539,212.30   sFT  0.99991172   -0 11 39.2
 FO0354;UTM  13      - 3,880,111.266   355,165.297   MT  0.99985853   -0 54 44.3
 FO0354
 FO0354!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO0354!SPC NM C     -   0.99974772  x   0.99991172  =   0.99965946
 FO0354!UTM  13      -   0.99974772  x   0.99985853  =   0.99960629
 FO0354
 FO0354|---------------------------------------------------------------------|
 FO0354| PID    Reference Object                     Distance      Geod. Az  |
 FO0354|                                                           dddmmss.s |
 FO0354| CD3480 HANGER RM 1                          25.998 METERS 09030     |
 FO0354| CD3479 HANGER AZ MK                                       1690621.7 |
 FO0354| CD3481 HANGER RM 2                          27.222 METERS 18148     |
 FO0354|---------------------------------------------------------------------|
 FO0354
 FO0354                          SUPERSEDED SURVEY CONTROL
 FO0354
 FO0354  NAD 83(1986)-  35 03 12.02702(N)    106 35 17.38553(W) AD(       ) 1
 FO0354  NAD 27      -  35 03 11.85500(N)    106 35 15.29900(W) AD(       ) 1
 FO0354  NGVD 29 (??/??/92) 1627.848  (m)         5340.70   (f) ADJ UNCH    1 2
 FO0354
 FO0354.Superseded values are not recommended for survey control.
 FO0354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0354.See file dsdata.txt to determine how the superseded data were derived.
 FO0354
 FO0354_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU5516580111(NAD 83)
 FO0354_MARKER: DS = TRIANGULATION STATION DISK
 FO0354_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FO0354_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FO0354_STAMPING: HANGAR 1948
 FO0354_MARK LOGO: CGS   
 FO0354_MAGNETIC: N = NO MAGNETIC MATERIAL
 FO0354_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO0354+STABILITY: SURFACE MOTION
 FO0354_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FO0354+SATELLITE: SATELLITE OBSERVATIONS - May 20, 2003
 FO0354
 FO0354  HISTORY     - Date     Condition        Report By
 FO0354  HISTORY     - 1948     MONUMENTED       CGS
 FO0354  HISTORY     - 1951     GOOD             CGS
 FO0354  HISTORY     - 1961     GOOD             CGS
 FO0354  HISTORY     - 1966     GOOD             CGS
 FO0354  HISTORY     - 1967     GOOD             CGS
 FO0354  HISTORY     - 1967     GOOD             CGS
 FO0354  HISTORY     - 1967     GOOD             NGS
 FO0354  HISTORY     - 1970     GOOD             NGS
 FO0354  HISTORY     - 1970     GOOD             NGS
 FO0354  HISTORY     - 19930622 GOOD             GWMSI
 FO0354  HISTORY     - 19960109 GOOD             CHANCE
 FO0354  HISTORY     - 20030520 GOOD             JCLS
 FO0354
 FO0354                          STATION DESCRIPTION
 FO0354
 FO0354'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (DHK)
 FO0354'THE STATION IS LOCATED IN KIRKLAND FIELD, ALBUQUERQUE, NEW
 FO0354'MEXICO.  ABOUT 0.5 MILE AIR LINE EAST OF THE MOST EASTERLY
 FO0354'HANGERS.  0.5 MILE AIR LINE NORTH OF EAST END OF EAST-WEST
 FO0354'RUNWAY.  200 FEET EAST-NORTHEAST OF 2 SMALL BUILDINGS 6-FOOT
 FO0354'SQUARE.  AND 200 FEET SOUTH OF ADOBE RUINS.  THE MARK IS
 FO0354'SET FLUSH WITH THE GROUND AND STAMPED, HANGER 1948.
 FO0354'
 FO0354'REFERENCE MARK NO. 1 IS APPROXIMATELY THE SAME ELEVATION
 FO0354'AS STATION, SET FLUSH WITH THE GROUND AND STAMPED, HANGER
 FO0354'NO 1 1948.
 FO0354'
 FO0354'REFERENCE MARK NO. 2 IS APPROXIMATELY THE SAME ELEVATION AS
 FO0354'STATION, SET FLUSH WITH THE GROUND AND STAMPED, HANGER NO
 FO0354'2 1948.
 FO0354'
 FO0354'AZIMUTH MARK IS LOCATED 15 PACES EAST OF CENTER LINE OF ROAD,
 FO0354'1 FOOT WEST OF NORTH-SOUTH FENCE, 3 FEET NORTH OF WHITE WITNESS
 FO0354'POST, PROJECTS 6 INCHES, AND IS STAMPED, HANGER 1948.  TO
 FO0354'REACH AZIMUTH MARK FROM STATION, GO SOUTHEAST ACROSS COUNTRY
 FO0354'FOR 0.15 MILE TO GRAVEL ROAD.  TURN SOUTH AND FOLLOW GRAVEL
 FO0354'ROAD 0.4 MILE TO AZIMUTH ON LEFT.
 FO0354'
 FO0354'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY
 FO0354'66 AND BROADWAY IN ALBUQUERQUE, GO SOUTH ON BROADWAY FOR
 FO0354'1.65 MILE TO ROAD LEFT.  TURN LEFT, EAST, AND FOLLOW PAVED
 FO0354'ROAD FOR 1.35 MILE TO T ROAD.  TURN RIGHT, SOUTH, FOR 0.6
 FO0354'MILE TO ROAD LEFT.  TURN LEFT, EAST, FOR 0.3 MILE TO WEST
 FO0354'GATE OF KIRKLAND FIELD.  FROM HERE GO 1.25 MILE EAST AND NORTH
 FO0354'AROUND THE END OF RUNWAY TO NORTH GATE.  TURN RIGHT, SOUTH,
 FO0354'FOR 0.25 MILE TO T ROAD AND TENNIS COURT ON LEFT.  TURN LEFT,
 FO0354'EAST, FOR 0.45 MILE TO HANGER AND DETOUR SIGN.  TURN LEFT
 FO0354'AND KEEP RIGHT FORK FOR 0.15 MILE TO FORK.  TAKE LEFT FORK
 FO0354'FOR 0.15 MILE TO FORK.  TAKE LEFT FORK MAIN TRAVELED ROAD
 FO0354'FOR 0.35 MILE TO CROSSROAD.  TURN RIGHT, SOUTH, ACROSS
 FO0354'COUNTRY FOR 0.15 MILE TO STATION.  A DRIVE STATION.
 FO0354
 FO0354                          STATION RECOVERY (1951)
 FO0354
 FO0354'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (WMH)
 FO0354'STATION AND REFERENCE MARK 2 WERE RECOVERED IN GOOD CONDITION.
 FO0354'REFERENCE MARK 1 AND THE AZIMUTH MARK WERE NOT RECOVERED.
 FO0354'
 FO0354'STATION IS 1.4 MILES E ALONG EAST CENTRAL AVENUE FROM
 FO0354'THE EAST CENTRAL AVENUE VIADUCT AT ALBUQUERQUE, THENCE 2.2
 FO0354'MILES S ALONG SOUTH YALE AVENUE, THENCE 0.2 MILE E TO THE
 FO0354'W GATE OF THE KIRTLAND AIR FORCE BASE, THENCE 1 BLOCK E TO
 FO0354'CARLISLE DRIVE, THENCE 0.5 MILE N ALONG CARLISLE DRIVE, THENCE
 FO0354'0.95 MILE E ALONG ABERDEEN DRIVE, THENCE 0.05 MILE S ALONG
 FO0354'A FENCE, 65.5 FEET S OF THE CENTER LINE OF AN OILED ROAD,
 FO0354'396 FEET E OF A FENCE, 85.4 FEET W OF THE W SIDE OF BUILDING
 FO0354'P 41, AND 46 FEET N OF A POWER POLE.
 FO0354'
 FO0354'STATION MARK IS A STATION DISK SET IN THE TOP OF A CONCRETE
 FO0354'POST WHICH PROJECTS 0.1 FOOT ABOVE THE GROUND.  IT IS STAMPED
 FO0354'*HANGAR 1948.
 FO0354'
 FO0354'REFERENCE MARK 2 IS 89.3 FEET S OF THE STATION, 88.6 FEET
 FO0354'W OF THE SW CORNER OF BUILDING P 41, 46 FEET SE OF A POWER
 FO0354'POLE.  IT IS A REFERENCE MARK DISK SET IN THE TOP OF A CONCRETE
 FO0354'POST WHICH IS FLUSH WITH THE GROUND.  IT IS STAMPED *HANGAR
 FO0354'NO 2 1948.
 FO0354'
 FO0354'NOTE--*STAMPING ON MARKS DIFFER FROM 1948 DESCRIPTION.
 FO0354
 FO0354                          STATION RECOVERY (1961)
 FO0354
 FO0354'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (JJC)
 FO0354'THE STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED
 FO0354'AND FOUND TO BE IN GOOD CONDITION.
 FO0354
 FO0354                          STATION RECOVERY (1966)
 FO0354
 FO0354'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JCC)
 FO0354'STATION AND REFERENCE MARK NO. 2 WERE RECOVERED IN GOOD
 FO0354'CONDITION.  REFERENCE MARK NO. 2 WAS OCCUPIED FOR ZENITH
 FO0354'OBSERVATIONS ONLY AND NO HORIZONTAL DIRECTIONS OR DISTANCES
 FO0354'WERE TAKEN.  NEW DIRECTIONS TO REACH THE STATION ARE SHOWN
 FO0354'BELOW.
 FO0354'
 FO0354'TO REACH THE STATION FROM THE INTERSECTION OF SAN MATEO
 FO0354'BOULEVARD AND GIBSON BOULEVARD, AT THE ENTRANCE OF THE VETERANS
 FO0354'ADMINISTRATION HOSPITAL IN SOUTH ALBUQUERQUE, GO WEST ON GIBSON
 FO0354'BOULEVARD 0.15 MILES TO THE EAST GATE OF KIRTLAND AIR FORCE
 FO0354'BASE.  TURN LEFT, PASS THROUGH GATE, AND GO 0.2 MILES IN A
 FO0354'SOUTHERLY DIRECTION ALONG GRACE AVENUE TO THE INTERSECTION
 FO0354'OF GRAVE AVENUE AND ABERDEEN DRIVE.  CONTINUE SOUTH ALONG
 FO0354'GRACE AVENUE FOR 0.05 MILES TO A GATE IN A CHAIN LINK FENCE
 FO0354'ON THE LEFT.  TURN LEFT, PASS THROUGH THE GATE, AND GO 0.06
 FO0354'MILES IN AN EASTERLY DIRECTION TO THE STATION ON THE RIGHT.
 FO0354'
 FO0354'THE STATION MARK IS A DTANDARD DISK STAMPED HANGAR 1948.
 FO0354'IT IS BETWEEN FOUR THREE FOOT PIPES 10 FEET SOUTH OF THE EDGE
 FO0354'OF THE ROAD AND IS ABOUT TWO INCHES BELOW THE LAWN.
 FO0354'
 FO0354'REFERENCE MARK NO. 2. IS A STANDARD DISK STAMPED HANGAR NO.
 FO0354'2 1948.  IT IS BETWEEN FOUR THREE FOOT PIPES AND IS ABOUT
 FO0354'SIX INCHES BELOW THE LAWN.
 FO0354
 FO0354                          STATION RECOVERY (1967)
 FO0354
 FO0354'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (DDR)
 FO0354'STATION RECOVERED IN GOOD CONDITION.  THE PREVIOUS DESCRIPTION
 FO0354'IS ADEQUATE FOR RECOVERY.  EXCEPT THE STATION IS STAMPED
 FO0354'HANGAR 1948 AS ORIGINALLY DESCRIBED AND NOT HANGAR 2 1948
 FO0354'AS STATED IN THE RECOVERY NOTE OF 1951.
 FO0354
 FO0354                          STATION RECOVERY (1967)
 FO0354
 FO0354'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (CND)
 FO0354'THE STATION MARK, STAMPED HANGAR 1948, IS ABOUT 0.3 MILE EAST
 FO0354'ALONG RANDOLPH AVENUE FROM THE KIRTLAND AIR FORCE BASE FIRE
 FO0354'STATION BUILDING 980, THENCE 0.1 MILE EAST ALONG AN ACCESS
 FO0354'ROAD TO KIRTLAND AMATEUR RADIO CLUB BUILDING 909, IN S 35,
 FO0354'T 10 N, R 3 E, 67 FEET SOUTH OF THE CENTER LINE OF THE ROAD,
 FO0354'102 FEET SOUTHWEST OF THE NORTHWEST CORNER OF BUILDING 909,
 FO0354'48 FEET NORTHWEST OF A POWER POLE WHICH BEARS LIGHT A 19D4A6,
 FO0354'ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE
 FO0354'POST ABOUT LEVEL WITH THE GROUND.
 FO0354'
 FO0354'R.M. 2, STAMPED HANGAR NO 2 1948, IS 89 FEET SOUTH OF THE
 FO0354'STATION MARK, 88 FEET WEST OF THE SOUTHWEST CORNER OF BUILDING
 FO0354'909, 46 FEET SOUTH OF A POWER POLE WHICH BEARS LIGHT A 19D4A6,
 FO0354'AND SET IN THE TOP OF A CONCRETE POST ABOUT 4 INCHES BELOW
 FO0354'THE LEVEL OF THE GROUND.
 FO0354
 FO0354                          STATION RECOVERY (1967)
 FO0354
 FO0354'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 FO0354'0.55 MI NE FROM ALBUQUERQUE.
 FO0354'ABOUT 0.3 MILE EAST ALONG RANDOLPH AVENUE FROM THE KIRTLAND AIR FORCE
 FO0354'BASE FIRE STATION BUILDING 980, THENCE 0.15 MILE NORTH ALONG GRACE
 FO0354'AVENUE, THENCE 0.1 MILE EAST ALONG AN ACCESS ROAD TO KIRTLAND AMATEUR
 FO0354'RADIO CLUB BUILDING 909, IN S 35, T 10 N, R 3 E, 67 FEET SOUTH OF THE
 FO0354'CENTER LINE OF THE ROAD, 102 FEET SOUTHWEST OF THE NORTHWEST CORNER OF
 FO0354'BUILDING 909, 48 FEET NORTHWEST OF A POWER POLE WHICH BEARS LIGHT A
 FO0354'19D4A6, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE
 FO0354'POST ABOUT LEVEL WITH THE GROUND.
 FO0354
 FO0354                          STATION RECOVERY (1970)
 FO0354
 FO0354'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (JVT)
 FO0354'THE STATION AND REFERENCE MARK 2 WERE RECOVERED AS DESCRIBED
 FO0354'IN 1967.  THE DESCRIPTION IS ADEQUATE FOR RECOVERY.
 FO0354'
 FO0354'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT RUTLAND AFB
 FO0354
 FO0354                          STATION RECOVERY (1970)
 FO0354
 FO0354'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 FO0354'RECOVERED IN GOOD CONDITION.
 FO0354
 FO0354                          STATION RECOVERY (1993)
 FO0354
 FO0354'RECOVERY NOTE BY GEORGE W MUERY AND SON INCORPORATED 1993 (FB)
 FO0354'RECOVERED AS DESCRIBED.
 FO0354
 FO0354                          STATION RECOVERY (1996)
 FO0354
 FO0354'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (MFY)
 FO0354'RECOVERY NOTE BY CHANCE 1996 RECOVERED IN GOOD CONDITION.  A NEW AND
 FO0354'COMPLETE DESCRIPTION FOLLOWS THE STATION IS LOCATED AT THE KIRTLAND
 FO0354'AIR FORCE BASE IN SOUTHERN ALBUQUERQUE TO REACH THE STATION FROM THE
 FO0354'INTERSECTION OF INTERSTATE HIGHWAY 25 AND GIBSON STREET IN SOUTHERN
 FO0354'ALBUQUERQUE, PROCEED EAST ON GIBSON 4.5 KM (2.80 MI) TO TRUMAN AVENUE.
 FO0354'TURN RIGHT AND GO SOUTH ON TRUMAN AVENUE FOR 0.48 KM (0.30 MI) TO
 FO0354'KIRTLAND AIR FORCE BASE AND AN ACCESS ROAD FOR BUILDING NO 909.  TURN
 FO0354'LEFT AND PROCEED EAST ON THE ACCESS ROAD FOR 0.16 KM (0.10 MI) TO THE
 FO0354'STATION ON THE RIGHT IN A COURTYARD SOUTH OF THE ACCESS ROAD AND
 FO0354'BETWEEN A PARKING LOT AND BUILDING NO 909 THE STATION IS A
 FO0354'TRIANGULATION DISK SET INTO THE TOP OF A CONCRETE MONUMENT.  THE
 FO0354'STATION IS LOCATED 37.5 M (123.0 FT) NORTHWEST OF THE SOUTHWEST CORNER
 FO0354'OF BUILDING NO 909, 30.7 M (100.7 FT) SOUTHWEST OF THE NORTHWEST
 FO0354'CORNER OF BUILDING NO 909, 27.22 M (89.30 FT) NORTH OF STATION HANGAR
 FO0354'RM 2, 15.0 M (49.2 FT) NORTHWEST OF POWER POLE 2, 13.3 M (43.6 FT)
 FO0354'EAST OF THE EAST EDGE OF A PARKING LOT, 12.2 M (40.0 FT) SOUTHEAST OF
 FO0354'THE SOUTH EDGE PVMT ACCESS ROAD, 4.5 M (14.8 FT) SOUTH OF POWER POLE
 FO0354'1, AND 0.35 M (1.15 FT) NORTHEAST OF A WITNESS POST
 FO0354
 FO0354                          STATION RECOVERY (2003)
 FO0354
 FO0354'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2003
 FO0354'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0355 ***********************************************************************
 FO0355  DESIGNATION -  HANGAR RM 2
 FO0355  PID         -  FO0355
 FO0355  STATE/COUNTY-  NM/BERNALILLO
 FO0355  USGS QUAD   -  ALBUQUERQUE EAST (1990)
 FO0355
 FO0355                         *CURRENT SURVEY CONTROL
 FO0355  ___________________________________________________________________
 FO0355* NAD 83(1986)-  35 03 12.     (N)    106 35 18.     (W)     SCALED    
 FO0355* NAVD 88     -      1628.175  (meters)    5341.77   (feet)  ADJUSTED  
 FO0355  ___________________________________________________________________
 FO0355  GEOID HEIGHT-         -21.05  (meters)                     GEOID03
 FO0355  DYNAMIC HT  -        1625.928 (meters)    5334.40  (feet)  COMP
 FO0355  MODELED GRAV-     979,197.7   (mgal)                       NAVD 88
 FO0355
 FO0355  VERT ORDER  -  FIRST     CLASS II
 FO0355
 FO0355.This mark is at Albuquerque Int'l Airport (ABQ)
 FO0355
 FO0355.The horizontal coordinates were scaled from a topographic map and have
 FO0355.an estimated accuracy of +/- 6 seconds.
 FO0355
 FO0355.The orthometric height was determined by differential leveling
 FO0355.and adjusted by the National Geodetic Survey in June 1991..
 FO0355
 FO0355.The geoid height was determined by GEOID03.
 FO0355
 FO0355.The dynamic height is computed by dividing the NAVD 88
 FO0355.geopotential number by the normal gravity value computed on the
 FO0355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0355.degrees latitude (g = 980.6199 gals.).
 FO0355
 FO0355.The modeled gravity was interpolated from observed gravity values.
 FO0355
 FO0355;                    North         East    Units  Estimated Accuracy
 FO0355;SPC NM C     -   449,540.      469,140.      MT  (+/- 180 meters Scaled)
 FO0355
 FO0355                          SUPERSEDED SURVEY CONTROL
 FO0355
 FO0355  NGVD 29 (??/??/92) 1627.342  (m)         5339.04   (f) ADJ UNCH    1 2
 FO0355
 FO0355.Superseded values are not recommended for survey control.
 FO0355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0355.See file dsdata.txt to determine how the superseded data were derived.
 FO0355
 FO0355_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU551801(NAD 83)
 FO0355_MARKER: DR = REFERENCE MARK DISK
 FO0355_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FO0355_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FO0355_STAMPING: HANGAR NO 2 1948
 FO0355_MARK LOGO: CGS   
 FO0355_MAGNETIC: N = NO MAGNETIC MATERIAL
 FO0355_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO0355+STABILITY: SURFACE MOTION
 FO0355
 FO0355  HISTORY     - Date     Condition        Report By
 FO0355  HISTORY     - 1948     MONUMENTED       CGS
 FO0355  HISTORY     - 1967     GOOD             NGS
 FO0355  HISTORY     - 1970     GOOD             NGS
 FO0355  HISTORY     - 19960109 GOOD             CHANCE
 FO0355
 FO0355                          STATION DESCRIPTION
 FO0355
 FO0355'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 FO0355'0.55 MI NE FROM ALBUQUERQUE.
 FO0355'ABOUT 0.3 MILE EAST ALONG RANDOLPH AVENUE FROM THE KIRTLAND AIR FORCE
 FO0355'BASE FIRE STATION BUILDING 980, THENCE 0.15 MILE NORTH ALONG GRACE
 FO0355'AVENUE, THENCE 0.1 MILE EAST ALONG AN ACCESS ROAD TO KIRTLAND AMATEUR
 FO0355'RADIO CLUB BUILDING 909, IN S 35, T 10 N, R 3 E, 88 FEET WEST OF THE
 FO0355'SOUTHWEST CORNER OF BUILDING 909, 89 FEET SOUTH OF HANGAR 1948, 46
 FO0355'FEET SOUTH OF A POWER POLE WHICH BEARS LIGHT A 19D4A6, AND SET IN THE
 FO0355'TOP OF A CONCRETE POST ABOUT 4 INCHES BELOW THE LEVEL OF THE GROUND.
 FO0355
 FO0355                          STATION RECOVERY (1970)
 FO0355
 FO0355'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 FO0355'RECOVERED IN GOOD CONDITION.
 FO0355
 FO0355                          STATION RECOVERY (1996)
 FO0355
 FO0355'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (MFY)
 FO0355'RECOVERY NOTE BY CHANCE 1996 RECOVERED IN GOOD CONDITION.  A NEW AND
 FO0355'COMPLETE DESCRIPTION FOLLOWS THE STATION IS LOCATED AT THE KIRTLAND
 FO0355'AIR FORCE BASE IN SOUTHERN ALBUQUERQUE TO REACH THE STATION FROM THE
 FO0355'INTERSECTION OF INTERSTATE HIGHWAY 25 AND GIBSON STREET IN SOUTHERN
 FO0355'ALBUQUERQUE, PROCEED EAST ON GIBSON FOR 4.5 KM (2.80 MI) TO TRUMAN
 FO0355'AVENUE.  TURN RIGHT AND GO SOUTH ON TRUMAN AVENUE FOR 0.48 KM (0.30
 FO0355'MI) TO KIRTLAND AIR FORCE AND AN ACCESS ROAD FOR BUILDING NO 909.
 FO0355'TURN LEFT AND PROCEED EAST ON THE ACCESS ROAD FOR 0.16 KM (0.10 MI) TO
 FO0355'THE STATION ON THE RIGHT IN A COURTYARD SOUTH OF THE ACCESS ROAD AND
 FO0355'BETWEEN A PARKING LOT AND BUILDING NO 909 THE STATION IS A REFERENCE
 FO0355'MARK DISK SET INTO THE TOP OF A ROUND CONCRETE MONUMENT.  THE STATION
 FO0355'IS LOCATED 27.2 M (89.2 FT) SOUTH OF STATION HANGER, 27.0 M (88.6 FT)
 FO0355'WEST OF THE SOUTHWEST CORNER OF BUILDING NO 909, 24.0 M (78.7 FT)
 FO0355'NORTHEAST OF A TREE AT THE SOUTHEAST CORNER OF THE PARKING LOT, 14.0 M
 FO0355'(45.9 FT) SOUTH OF POWER POLE NO 2, AND 12.1 M (39.7 FT) NORTHEAST OF
 FO0355'THE EAST EDGE OF THE PARKING LOT
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS1330 ***********************************************************************
 DS1330  DESIGNATION -  HANNA
 DS1330  PID         -  DS1330
 DS1330  STATE/COUNTY-  NM/SOCORRO
 DS1330  USGS QUAD   -  PUERTECITO GAP (1965)
 DS1330
 DS1330                         *CURRENT SURVEY CONTROL
 DS1330  ___________________________________________________________________
 DS1330* NAD 83(1992)-  33 45 31.00161(N)    107 08 43.59708(W)     ADJUSTED  
 DS1330* NAVD 88     -      1846.     (meters)    6056.     (feet)  VERTCON   
 DS1330  ___________________________________________________________________
 DS1330  LAPLACE CORR-          -1.57  (seconds)                    DEFLEC99
 DS1330  GEOID HEIGHT-         -22.47  (meters)                     GEOID03
 DS1330
 DS1330  HORZ ORDER  -  THIRD
 DS1330
 DS1330.The horizontal coordinates were established by classical geodetic methods
 DS1330.and adjusted by the National Geodetic Survey in December 1993..
 DS1330
 DS1330.The NAVD 88 height was computed by applying the VERTCON shift value to
 DS1330.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DS1330
 DS1330.The Laplace correction was computed from DEFLEC99 derived deflections.
 DS1330
 DS1330.The geoid height was determined by GEOID03.
 DS1330
 DS1330;                    North         East     Units Scale Factor Converg.
 DS1330;SPC NM C     -   306,241.892   417,048.363   MT  0.99998480   -0 29 51.4
 DS1330;SPC NM C     - 1,004,728.61  1,368,266.17   sFT  0.99998480   -0 29 51.4
 DS1330;UTM  13      - 3,737,459.729   301,296.368   MT  1.00008677   -1 11 33.4
 DS1330
 DS1330!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS1330!SPC NM C     -   0.99971385  x   0.99998480  =   0.99969865
 DS1330!UTM  13      -   0.99971385  x   1.00008677  =   0.99980059
 DS1330
 DS1330:                Primary Azimuth Mark                     Grid Az
 DS1330:SPC NM C     -  DEVIL                                    339 31 26.7
 DS1330:UTM  13      -  DEVIL                                    340 13 08.7
 DS1330
 DS1330|---------------------------------------------------------------------|
 DS1330| PID    Reference Object                     Distance      Geod. Az  |
 DS1330|                                                           dddmmss.s |
 DS1330| DS1460 DEVIL                               APPROX. 5.8 KM 3390135.3 |
 DS1330|---------------------------------------------------------------------|
 DS1330
 DS1330                          SUPERSEDED SURVEY CONTROL
 DS1330
 DS1330  NAD 83(1986)-  33 45 31.01152(N)    107 08 43.59924(W) AD(       ) 3
 DS1330  NAD 27      -  33 45 30.79075(N)    107 08 41.48233(W) AD(       ) 3
 DS1330  NGVD 29 (07/19/86) 1845.     (m)         6053.     (f) VERT ANG       
 DS1330
 DS1330.Superseded values are not recommended for survey control.
 DS1330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS1330.See file dsdata.txt to determine how the superseded data were derived.
 DS1330
 DS1330_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT0129637460(NAD 83)
 DS1330_MARKER: DS = TRIANGULATION STATION DISK
 DS1330_SETTING: 66 = SET IN ROCK OUTCROP
 DS1330_SP_SET: PARTIALLY EXPOSED BEDROCK
 DS1330_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DS1330
 DS1330  HISTORY     - Date     Condition        Report By
 DS1330  HISTORY     - 1958     MONUMENTED       USGS
 DS1330  HISTORY     - 1965     GOOD             USGS
 DS1330
 DS1330                          STATION DESCRIPTION
 DS1330
 DS1330'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 DS1330'STATION IS LOCATED ON A SHARP, HIGH RIDGE AT S. TIP OF SAN MATEO MTS.,
 DS1330'APPROXIMATELY 43.5 MI. (AIRLINE) NNE. OF TRUTH OR CONSEQUENCES,
 DS1330'APPROXIMATELY 9.0 MI. (AIRLINE) DUE N. OF FORT CRAIG STORE.
 DS1330'
 DS1330'STATION IS REACHED BY DRIVING N. FROM POST OFFICE IN TRUTH OR
 DS1330'CONSEQUENCES FOR 39.6 MI. ON U.S. HIGHWAY 85 TO JUNCTION ON LEFT, WITH
 DS1330'STATE HIGHWAY 107 (MAGDALENA ROAD).  TURN LEFT, W. AND DRIVE 7.7 MI.
 DS1330'TO T-RD. E.  TURN E. AND DRIVE 2.2 MI. ON RANCH ROAD PAST RANCH
 DS1330'BUILDINGS, ACROSS WASH TO CATTLEGUARD ON TOP OF RIM.  GO ACROSS GUARD,
 DS1330'TURN NE. ON DIM TRAIL.  FOLLOW TRAIL FOR 1.8 MI. TO BANK ABOVE DRAIN.
 DS1330'LEAVE TRAIL AT THIS POINT AND DRIVE NW. ACROSS COUNTRY FOR 0.4 MI.,
 DS1330'THEN DUE N. FOR 0.4 MI. TO BASE OF HIGHEST PEAK TO NW.  PACK UP HILL
 DS1330'TO HIGHEST POINT AND STATION.
 DS1330'
 DS1330'RECOVERED BY USGS IN 1965.
 DS1330'
 DS1330'STATION MARK--STANDARD USGS TABLET CEMENTED IN BEDROCK ABOUT 2 IN.
 DS1330'ABOVE GROUND, STAMPED---HANNA 1958---.
 DS1330
 DS1330                          STATION RECOVERY (1965)
 DS1330
 DS1330'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965 (JMA)
 DS1330'STATION IS LOCATED ON A SHARP, HIGH RIDGE AT S. TIP OF SAN MATEO
 DS1330'MTS., APPROXIMATELY 43.5 MI. (AIRLINE) NNE. OF TRUTH OR CONSEQUENCES,
 DS1330'APPROXIMATELY 9.0 MI. (AIRLINE) DUE N. OF FORT CRAIG STORE.
 DS1330'
 DS1330'STATION IS REACHED BY DRIVING N. FROM POST OFFICE IN TRUTH OR
 DS1330'CONSEQUENCES FOR 39.6 MI. ON U.S. HIGHWAY 85 TO JUNCTION ON LEFT,
 DS1330'WITH STATE HIGHWAY 107 (MAGDALENA ROAD).  TURN LEFT, W. AND DRIVE
 DS1330'7.7 MI. TO T-ROAD E.  TURN E. AND DRIVE 2.2 MI. ON RANCH ROAD PAST
 DS1330'RANCH BUILDINGS, ACROSS WASH TO CATTLE GUARD ON TOP OF RIM.  GO
 DS1330'ACROSS GUARD, TURN NE. ON DIM TRAIL.  FOLLOW TRAIL FOR 1.8 MI. TO
 DS1330'BANK ABOVE DRAIN.  LEAVE TRAIL AT THIS POINT AND DRIVE NW. ACROSS
 DS1330'COUNTRY FOR 0.4 MI., THEN DUE N. FOR 0.4 MI. TO BASE OF HIGHEST
 DS1330'PEAK TO NW.  PACK UP HILL TO HIGHEST POINT AND STATION.
 DS1330'
 DS1330'STATION MARK--STANDARD USGS TABLET CEMENTED IN BEDROCK ABOUT 2 IN.
 DS1330'ABOVE GROUND, STAMPED ---HANNA 1958---.
 DS1330'
 DS1330'NO MENTION OF REFERENCE MARKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0695 ***********************************************************************
 DT0695  DESIGNATION -  HANNA ET
 DT0695  PID         -  DT0695
 DT0695  STATE/COUNTY-  NM/GRANT
 DT0695  USGS QUAD   -  WILSON MOUNTAIN (1965)
 DT0695
 DT0695                         *CURRENT SURVEY CONTROL
 DT0695  ___________________________________________________________________
 DT0695* NAD 83(1992)-  33 10 38.55192(N)    108 58 12.17000(W)     ADJUSTED  
 DT0695* NAVD 88     -      1911.     (meters)    6270.     (feet)  VERTCON   
 DT0695  ___________________________________________________________________
 DT0695  LAPLACE CORR-           0.90  (seconds)                    DEFLEC99
 DT0695  GEOID HEIGHT-         -24.55  (meters)                     GEOID03
 DT0695
 DT0695  HORZ ORDER  -  THIRD
 DT0695
 DT0695.The horizontal coordinates were established by classical geodetic methods
 DT0695.and adjusted by the National Geodetic Survey in December 1993..
 DT0695
 DT0695.The NAVD 88 height was computed by applying the VERTCON shift value to
 DT0695.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DT0695
 DT0695.The Laplace correction was computed from DEFLEC99 derived deflections.
 DT0695
 DT0695.The geoid height was determined by GEOID03.
 DT0695
 DT0695;                    North         East     Units Scale Factor Converg.
 DT0695;SPC NM W     -   242,001.128   723,989.524   MT  1.00005518   -0 37 19.6
 DT0695;SPC NM W     -   793,965.37  2,375,288.96   sFT  1.00005518   -0 37 19.6
 DT0695;UTM  12      - 3,672,786.307   689,265.390   MT  1.00004168   +1 06 40.3
 DT0695
 DT0695!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DT0695!SPC NM W     -   0.99970394  x   1.00005518  =   0.99975911
 DT0695!UTM  12      -   0.99970394  x   1.00004168  =   0.99974561
 DT0695
 DT0695:                Primary Azimuth Mark                     Grid Az
 DT0695:SPC NM W     -  WILSON ET                                116 07 29.6
 DT0695:UTM  12      -  WILSON ET                                114 23 29.7
 DT0695
 DT0695|---------------------------------------------------------------------|
 DT0695| PID    Reference Object                     Distance      Geod. Az  |
 DT0695|                                                           dddmmss.s |
 DT0695| DT0694 WILSON ET                           APPROX. 5.8 KM 1153010.0 |
 DT0695|---------------------------------------------------------------------|
 DT0695
 DT0695                          SUPERSEDED SURVEY CONTROL
 DT0695
 DT0695  NAD 83(1992)-  33 10 38.55198(N)    108 58 12.16959(W) AD(       ) 3
 DT0695  NAD 83(1986)-  33 10 38.54986(N)    108 58 12.16901(W) AD(       ) 3
 DT0695  NAD 27      -  33 10 38.31878(N)    108 58 09.94775(W) AD(       ) 3
 DT0695  NGVD 29 (07/19/86) 1910.     (m)         6266.     (f) VERT ANG       
 DT0695
 DT0695.Superseded values are not recommended for survey control.
 DT0695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0695.See file dsdata.txt to determine how the superseded data were derived.
 DT0695
 DT0695_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB8926572786(NAD 83)
 DT0695
 DT0695  HISTORY     - Date     Condition        Report By
 DT0695  HISTORY     - 1965     MONUMENTED       USGS
 DT0695  HISTORY     - 1965     GOOD             USGS
 DT0695
 DT0695                          STATION DESCRIPTION
 DT0695
 DT0695'DESCRIBED BY US GEOLOGICAL SURVEY 1965 (JMA)
 DT0695'LOCATED ABOUT 4.0 MI. N. OF MULE CREEK POST OFFICE ON TOP OF HANNA
 DT0695'MOUNTAIN.
 DT0695'
 DT0695'TO REACH FROM MULE CREEK POST OFFICE, GO N. ALONG MULE CREEK ROAD
 DT0695'3.7 MI. TO ROAD JUNCTION, TURN LEFT AND GO 1.3 MI. TO SMALL OPEN
 DT0695'RESERVOIR (STOCK TANK) AND END OF TRUCK TRAVEL.  PACK NE. TO TOP
 DT0695'OF HANNA MOUNTAIN AND STATION.
 DT0695'
 DT0695'STATION MARK--STANDARD USGS BRONZE TABLET CEMENTED IN BEDROCK,
 DT0695'STAMPED ---HANNA 1961 ET 1965---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1589 ***********************************************************************
 CX1589  DESIGNATION -  HAPDAR 200 FT TOWER
 CX1589  PID         -  CX1589
 CX1589  STATE/COUNTY-  NM/OTERO
 CX1589  USGS QUAD   -  WHITE SANDS NE (1955)
 CX1589
 CX1589                         *CURRENT SURVEY CONTROL
 CX1589  ___________________________________________________________________
 CX1589* NAD 83(1992)-  32 25 19.51621(N)    106 15 52.21518(W)     ADJUSTED  
 CX1589* NAVD 88     -                                                        
 CX1589  ___________________________________________________________________
 CX1589  LAPLACE CORR-           3.38  (seconds)                    DEFLEC99
 CX1589  GEOID HEIGHT-         -23.55  (meters)                     GEOID03
 CX1589
 CX1589  HORZ ORDER  -  THIRD
 CX1589
 CX1589.The horizontal coordinates were established by classical geodetic methods
 CX1589.and adjusted by the National Geodetic Survey in December 1993..
 CX1589
 CX1589
 CX1589.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1589
 CX1589.The geoid height was determined by GEOID03.
 CX1589
 CX1589;                    North         East     Units Scale Factor Converg.
 CX1589;SPC NM C     -   157,667.971   498,635.903   MT  0.99990002   -0 00 28.0
 CX1589;SPC NM C     -   517,282.33  1,635,941.29   sFT  0.99990002   -0 00 28.0
 CX1589;UTM  13      - 3,587,925.992   381,107.084   MT  0.99977431   -0 40 41.0
 CX1589
 CX1589                          SUPERSEDED SURVEY CONTROL
 CX1589
 CX1589  NAD 83(1986)-  32 25 19.52264(N)    106 15 52.21522(W) AD(       ) 4
 CX1589  NAD 27      -  32 25 19.19165(N)    106 15 50.24623(W) AD(       ) 3
 CX1589
 CX1589.Superseded values are not recommended for survey control.
 CX1589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1589.See file dsdata.txt to determine how the superseded data were derived.
 CX1589
 CX1589_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR8110787926(NAD 83)
 CX1589_MARKER: 55 = TOWER
 CX1589
 CX1589  HISTORY     - Date     Condition        Report By
 CX1589  HISTORY     - 1965     FIRST OBSERVED   CGS
 CX1589
 CX1589                          STATION DESCRIPTION
 CX1589
 CX1589'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0443 ***********************************************************************
 ER0443  DESIGNATION -  HARDCASTLE
 ER0443  PID         -  ER0443
 ER0443  STATE/COUNTY-  NM/CATRON
 ER0443  USGS QUAD   -  GALLO MOUNTAINS WEST (1981)
 ER0443
 ER0443                         *CURRENT SURVEY CONTROL
 ER0443  ___________________________________________________________________
 ER0443* NAD 83(1992)-  34 02 27.32398(N)    108 44 50.06917(W)     ADJUSTED  
 ER0443* NAVD 88     -      2567.     (meters)    8422.     (feet)  SCALED    
 ER0443  ___________________________________________________________________
 ER0443  LAPLACE CORR-           2.59  (seconds)                    DEFLEC99
 ER0443  GEOID HEIGHT-         -21.90  (meters)                     GEOID03
 ER0443
 ER0443  HORZ ORDER  -  SECOND
 ER0443
 ER0443.The horizontal coordinates were established by classical geodetic methods
 ER0443.and adjusted by the National Geodetic Survey in December 1993..
 ER0443
 ER0443.The orthometric height was scaled from a topographic map.
 ER0443
 ER0443.The Laplace correction was computed from DEFLEC99 derived deflections.
 ER0443
 ER0443.The geoid height was determined by GEOID03.
 ER0443
 ER0443;                    North         East     Units Scale Factor Converg.
 ER0443;SPC NM W     -   337,575.099   745,614.991   MT  1.00000442   -0 30 41.8
 ER0443;SPC NM W     - 1,107,527.64  2,446,238.52   sFT  1.00000442   -0 30 41.8
 ER0443;UTM  12      - 3,768,982.735   707,957.717   MT  1.00013313   +1 15 41.4
 ER0443
 ER0443!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ER0443!SPC NM W     -   0.99960061  x   1.00000442  =   0.99960503
 ER0443!UTM  12      -   0.99960061  x   1.00013313  =   0.99973369
 ER0443
 ER0443|---------------------------------------------------------------------|
 ER0443| PID    Reference Object                     Distance      Geod. Az  |
 ER0443|                                                           dddmmss.s |
 ER0443| CD2984 HARDCASTLE RM 1                       5.660 METERS 03736     |
 ER0443| CD2985 HARDCASTLE RM 2                      10.196 METERS 13520     |
 ER0443| CD2983 HARDCASTLE AZ MK                                   3013029.1 |
 ER0443|---------------------------------------------------------------------|
 ER0443
 ER0443                          SUPERSEDED SURVEY CONTROL
 ER0443
 ER0443  NAD 83(1992)-  34 02 27.32471(N)    108 44 50.06855(W) AD(       ) 2
 ER0443  NAD 83(1986)-  34 02 27.32422(N)    108 44 50.07292(W) AD(       ) 2
 ER0443  NAD 27      -  34 02 27.13434(N)    108 44 47.82582(W) AD(       ) 2
 ER0443
 ER0443.Superseded values are not recommended for survey control.
 ER0443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0443.See file dsdata.txt to determine how the superseded data were derived.
 ER0443
 ER0443_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYC0795868983(NAD 83)
 ER0443_MARKER: DS = TRIANGULATION STATION DISK
 ER0443_SETTING: 66 = SET IN ROCK OUTCROP
 ER0443_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 ER0443
 ER0443  HISTORY     - Date     Condition        Report By
 ER0443  HISTORY     - 1936     MONUMENTED       CGS
 ER0443
 ER0443                          STATION DESCRIPTION
 ER0443
 ER0443'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JDT)
 ER0443'ON TOP OF A ROCKY PEAK, ABOUT 20 YARDS SOUTHEAST OF RIM ROCK,
 ER0443'22 FEET WEST OF A 2 1/2-FOOT PINE, AND NEAR THE NORTHEASTERN
 ER0443'PART OF THE HILL.  TO REACH THE STATION, GO TO A ROAD JUNCTION
 ER0443'4.0 MILES EAST OF RED HILL POST OFFICE, OR 30 MILES EAST OF
 ER0443'SPRINGERVILLE, ARIZ., ON U.S. HIGHWAY 60, GO SOUTH ON THE ROAD
 ER0443'JOINING THE HIGHWAY 4.7 MILES, TAKE THE LEFT FORK AND GO 3.1
 ER0443'MILES, PASS THROUGH A GATE IN AN EAST-WEST FENCE IN FRONT
 ER0443'OF A RANCH HOUSE, GO 1.4 MILES TO AN ADOBE HOUSE ON THE
 ER0443'RIGHT, CONTINUE SOUTH 6.0 MILES ON THE MAIN ROAD, TAKE THE
 ER0443'LEFT FORK AND GO 0.8 MILE TO THE TOP OF THE RIDGE AND
 ER0443'HARDCASTLE GAP, TURN LEFT INTO WOODS AND FOLLOW HIGH GROUND
 ER0443'EAST-NORTHEAST 1.7 MILES TO A POINT OPPOSITE THE SECOND ONE OF
 ER0443'TWO PEAKS.  THE STATION IS ON THE SECOND ONE FROM THE WEST
 ER0443'OF TWO PEAKS.  THIS PEAK IS THE HIGHEST ONE IN THE VICINITY
 ER0443'AND IS THE ONE WITH THE ROCKY CLIFF ON THE NORTH AND
 ER0443'NORTHEAST SIDES.  CLIMB BY FOOT UP THE RAVINE TO THE EAST OF
 ER0443'THE STATION TO THE TOP OF THE RIDGE, TURN RIGHT AND
 ER0443'FOLLOW RIDGE TO THE PEAK AND THE STATION.  THE STATION,
 ER0443'REFERENCE, AND AZIMUTH MARKS ARE STANDARD DISKS SET IN
 ER0443'ROCK.  REFERENCE MARK NO. 1 IS
 ER0443'18.57 FEET FROM THE STATION N 37 DEG 36 MIN E, AND
 ER0443'NO. 2 IS 33.45 FEET FROM THE STATION N 44 DEG 40 MIN E.
 ER0443'THE AZIMUTH MARK IS ON THE FIRST SMALL HILL 1.6
 ER0443'MILES NORTH OF HARDCASTLE GAP, ABOUT 20 YARDS EAST OF THE
 ER0443'CENTER LINE OF A ROAD AND ABOUT 2.0 MILES FROM THE
 ER0443'STATION N 58 DEG 30 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0676 ***********************************************************************
 EO0676  DESIGNATION -  HARDWICK RESET
 EO0676  PID         -  EO0676
 EO0676  STATE/COUNTY-  NM/CURRY
 EO0676  USGS QUAD   -  OASIS STATE PARK (1985)
 EO0676
 EO0676                         *CURRENT SURVEY CONTROL
 EO0676  ___________________________________________________________________
 EO0676* NAD 83(1992)-  34 18 50.72624(N)    103 18 10.03596(W)     ADJUSTED  
 EO0676* NAVD 88     -      1280.2    (meters)    4200.     (feet)  VERTCON   
 EO0676  ___________________________________________________________________
 EO0676  LAPLACE CORR-          -2.85  (seconds)                    DEFLEC99
 EO0676  GEOID HEIGHT-         -23.25  (meters)                     GEOID03
 EO0676
 EO0676  HORZ ORDER  -  SECOND
 EO0676
 EO0676.The horizontal coordinates were established by classical geodetic methods
 EO0676.and adjusted by the National Geodetic Survey in December 1993..
 EO0676
 EO0676.The NAVD 88 height was computed by applying the VERTCON shift value to
 EO0676.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EO0676
 EO0676.The Laplace correction was computed from DEFLEC99 derived deflections.
 EO0676
 EO0676.The geoid height was determined by GEOID03.
 EO0676
 EO0676;                    North         East     Units Scale Factor Converg.
 EO0676;SPC NM E     -   367,975.166   259,848.144   MT  1.00001995   +0 34 51.6
 EO0676;SPC NM E     - 1,207,265.19    852,518.45   sFT  1.00001995   +0 34 51.6
 EO0676;UTM  13      - 3,798,286.706   656,163.040   MT  0.99990061   +0 57 25.1
 EO0676
 EO0676!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EO0676!SPC NM E     -   0.99980273  x   1.00001995  =   0.99982267
 EO0676!UTM  13      -   0.99980273  x   0.99990061  =   0.99970336
 EO0676
 EO0676|---------------------------------------------------------------------|
 EO0676| PID    Reference Object                     Distance      Geod. Az  |
 EO0676|                                                           dddmmss.s |
 EO0676| CJ7398 HARDWICK RM 3                         6.830 METERS 03815     |
 EO0676| EO0661 CLOVIS WATER TANK                   APPROX.13.2 KM 0450758.5 |
 EO0676| EO0659 CLOVIS RAD STA KWKA CEN MAST        APPROX. 9.5 KM 0542416.0 |
 EO0676| CJ7396 HARDWICK RM 1                        49.241 METERS 08015     |
 EO0676| CJ7397 HARDWICK RM 2                        83.150 METERS 14507     |
 EO0676| EO0665 PORTALES WATER TANK                 APPROX.14.3 KM 1923719.9 |
 EO0676| EO0669 PORTALES S MUNICIPAL TANK           APPROX.16.1 KM 1933544.2 |
 EO0676| EO0673 FLOYD RESET                         APPROX.21.3 KM 2324000.0 |
 EO0676| CJ7395 HARDWICK AZ MK                                     2395331.2 |
 EO0676| CJ7399 HARDWICK RM 4                         6.625 METERS 31626     |
 EO0676| EO0675 CANNON AFB CENTER TANK              APPROX. 9.4 KM 3443834.1 |
 EO0676|---------------------------------------------------------------------|
 EO0676
 EO0676                          SUPERSEDED SURVEY CONTROL
 EO0676
 EO0676  NAD 83(1986)-  34 18 50.73413(N)    103 18 10.02964(W) AD(       ) 2
 EO0676  NAD 27      -  34 18 50.45100(N)    103 18 08.20300(W) AD(       ) 2
 EO0676  NGVD 29 (07/19/86) 1279.6    (m)         4198.     (f) VERT ANG       
 EO0676
 EO0676.Superseded values are not recommended for survey control.
 EO0676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0676.See file dsdata.txt to determine how the superseded data were derived.
 EO0676
 EO0676_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFT5616398287(NAD 83)
 EO0676_MARKER: DS = TRIANGULATION STATION DISK
 EO0676_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EO0676
 EO0676  HISTORY     - Date     Condition        Report By
 EO0676  HISTORY     - 1972     MONUMENTED       NGS
 EO0676  HISTORY     - 1972     GOOD             NGS
 EO0676
 EO0676                          STATION DESCRIPTION
 EO0676
 EO0676'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 EO0676'THE STATION SUB-SURFACE MARK, SURFACE MARK AND REFERENCE MARK NO. 1
 EO0676'WERE FOUND TO HAVE BEEN DESTROYED BY EROSION.  REFERENCE MARK NO. 2
 EO0676'AND THE AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.  A
 EO0676'NEW SURFACE, SUB-SURFACE AND REFERENCE MARKS 3 AND 4 WERE
 EO0676'ESTABLISHED AT THIS TIME.  THE STATION WAS ESTABLISHED FROM THE
 EO0676'DISTANCE AND DIRECTION FROM THE AZIMUTH MARK TO REFERENCE MARK
 EO0676'NO.2 AND ALSO THE DIRECTION TO CLOVIS WATER TANK 1935 AND PORTALES
 EO0676'WATER TANK 1935.  IT APPEARS THAT THE 1935 DISTANCE TO THE
 EO0676'REFERENCE MARK NO. 2 SHOULD HAVE BEEN 272.80 FEET (SLOPE) RATHER
 EO0676'THAN 272.08 FEET (SLOPE).  THE 272.80 FEET DISTANCE CHECKED WITH
 EO0676'THE DIFFERENCE IN DIRECTION BETWEEN THE AZIMUTH MARK AND REFERENCE
 EO0676'MARK NO.2.
 EO0676'
 EO0676'A COMPLETE AND NEW DESCRIPTION FOLLOWS.
 EO0676'
 EO0676'THE STATION IS ABOUT 9 MILES NORTH OF PORTALES, 8 MILES SOUTHWEST OF
 EO0676'CLOVIS IN THE APPROXIMATE CENTER OF BLOW-OUT IN TOP OF LARGE
 EO0676'SAND-DUNE.
 EO0676'
 EO0676'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAYS 80 AND
 EO0676'64, AND STATE HIGHWAY 18 IN THE CENTER OF CLOVIS, GO WEST ON U.S.
 EO0676'HWYS. 64 AND 80 (W. SEVENTH ST.) FOR 3.4 MILES TO THE JUNCTION OF
 EO0676'STATE ROUTE 467 ON THE LEFT.  TURN LEFT CROSSING RAILROAD TRACKS
 EO0676'AND GO SOUTH ON STATE ROUTE 467 FOR 2.75 MILES TO WHERE STATE
 EO0676'ROUTE WILL TURN RIGHT AND GO WEST, HERE TURN RIGHT AND GO WEST ON
 EO0676'ROUTE 467 FOR 1.9 MILES TO CROSSROADS, TURN LEFT AND GO SOUTH ON
 EO0676'DIRT ROAD FOR 1.9 MILES TO WHERE THE MAIN ROAD WILL TURN RIGHT AND
 EO0676'GO WEST, HERE CONTINUE STRAIGHT AHEAD SOUTH ON TRACK ROAD PASSING
 EO0676'THROUGH GATE AND FOLLOW TRACK ROAD FOR 0.55 MILE TO RANCH
 EO0676'BUILDINGS.  AT RANCH HOUSE, CONTINUE SOUTH THROUGH YARD TO GATE AT
 EO0676'THE SOUTHWEST CORNER OF HOUSE, HERE PASS THROUGH GATE AND FOLLOW
 EO0676'MAIN TRACK ROAD SOUTH FOR 0.5 MILE TO GATE.  AFTER PASSING THROUGH
 EO0676'GATE, TURN RIGHT AND FOLLOW TRACK ROAD WEST ALONG THE SOUTH SIDE
 EO0676'OF FENCE-LINE FOR 0.3 MILE TO GATE.  PASS THROUGH GATE AND TURN
 EO0676'LEFT AND GO SOUTH ALONG THE WEST SIDE OF FENCE-LINE FOR 0.25 MILE
 EO0676'TO A LARGE BLOW-OUT IN SAND-DUNE AND STATION ABOUT 200 FEET
 EO0676'SOUTHWEST OF FENCE-LINE ON HIGHEST POINT OF DUNE.
 EO0676'
 EO0676'THE STATION MARKS ARE STANDARD DISKS, STAMPED HARDWICK 1935 1972,
 EO0676'THE SURFACE DISK IS SET IN THE TOP OF A SQUARE CONCRETE POST THAT
 EO0676'PROJECTS ABOUT 4-INCHES.  THE SUB-SURFACE MARK IS ABOUT 3 FEET
 EO0676'BELOW THE SURFACE MARK AND SET IN IRREGULAR MASS OF CONCRETE.  THE
 EO0676'STATION IS LOCATED IN THE APPROXIMATE CENTER OF BLOW-OUT, WHICH IS
 EO0676'ON THE HIGHEST POINT OF SAND-DUNE AND 162 FEET WEST OF THE
 EO0676'NORTH-SOUTH FENCE-LINE.
 EO0676'
 EO0676'REFERENCE MARK NO.2 IS A STANDARD DISK, SET IN THE TOP OF A SQUARE
 EO0676'CONCRETE POST THAT PROJECTS ABOUT 4-INCHES AND IS STAMPED HARDWICK
 EO0676'NO 2 1935.  IT IS 80 FEET SOUTH OF THE SOUTH EDGE OF LARGE BLOW-OUT
 EO0676'AND 2 FEET WEST OF THE NORTH-SOUTH FENCE-LINE.
 EO0676'
 EO0676'REFERENCE MARK NO.3 IS A STANDARD DISK, BRAZED TO THE TOP OF A
 EO0676'2-1/2 INCH IRON PIPE THAT IS 6 FEET LONG, THE PIPE PROJECTS OUT OF
 EO0676'THE GROUND ABOUT 16-INCHES AND THE DISK IS STAMPED HARDWICK 1935 NO
 EO0676'3 1972.  IT IS LOCATED AT THE NORTHEAST EDGE OF BLOW-OUT.
 EO0676'
 EO0676'REFERENCE MARK NO.4 IS A STANDARD DISK, BRAZED TO THE TOP OF A
 EO0676'2-1/2 INCH IRON PIPE THAT IS 6 FEET LONG, THE PIPE PROJECTS OUT OF
 EO0676'THE GROUND ABOUT 15-INCHES AND THE DISK IS STAMPED HARDWICK 1935
 EO0676'NO 4 1972.  IT IS LOCATED AT THE NORTHWEST EDGE OF BLOW-OUT.
 EO0676'
 EO0676'AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK, SET IN THE TOP OF A
 EO0676'SQUARE CONCRETE POST THAT PROJECTS ABOUT 20-INCHES ( THE MARK IS
 EO0676'ALSO LOCATED IN A SMALL BLOW-OUT AND IS USED FOR A RUBBING-POST BY
 EO0676'RANGE STOCK, THE MARK IS SOLID AND APPEARS NOT TO HAVE BEEN MOVED
 EO0676'FROM ITS ORIGINAL POSITION) AND THE DISK IS STAMPED HARDWICK 1935
 EO0676'AZIMUTH.  IT IS ABOUT 200 YARDS SOUTHWEST OF A EAST-WEST FENCE-LINE
 EO0676'AND ON THE SOUTH EDGE OF AN OLD TRACK ROAD.
 EO0676'
 EO0676'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHWEST ON LINE TO
 EO0676'FARM BUILDINGS TO SOUTHWEST, FOR ABOUT 0.4 MILE TO GATE IN EAST-WEST
 EO0676'FENCE-LINE, HERE FOLLOW AN OLD TRACK ROAD SOUTHWEST FOR ABOUT 200
 EO0676'YARDS TO MARK.  THE MARK IS BEST REACHED BY WALKING, DUE TO THE
 EO0676'SAND.
 EO0676'
 EO0676'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--CLOVIS SOUTHWEST
 EO0676'8 MILES.
 EO0676
 EO0676                          STATION RECOVERY (1972)
 EO0676
 EO0676'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 EO0676'THE STATION SURFACE MARK AND SUB-SURFACE MARK WERE FOUND DESTROYED
 EO0676'BY EROSION IN 1972.  A NEW SURFACE AND SUB-SURFACE STATION MARK WERE
 EO0676'ESTABLISHED AT THE TIME, FROM THE DIRECTION TO CLOVIS AND PORTALES
 EO0676'WATER TANKS 1935, AND REFERENCE MARK NO.2, AND THE AZIMUTH MARK.
 EO0676'THE DIRECTIONS CHECKED WITH THE 1935 DIRECTIONS, BUT THE DISTANCE
 EO0676'TO REFERENCE MARK NO.2 DID NOT CHECK WITH THE OLD LENGTH.  WAS
 EO0676'INFORMED TO REVISIT THE STATION FOR A MORE ACCURATE CHECK ON THE
 EO0676'POSITION OF THE STATION MARK.
 EO0676'
 EO0676'THE STATION MARK AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION
 EO0676'THE AZIMUTH MARK WAS FOUND LOOSE IN THE GROUND DUE TO EROSION AND
 EO0676'WAS DESTROYED.  LIGHTS WERE POSTED AT THIS TIME ON STATIONS
 EO0676'CLOVIS ROOF 1935 AND FLOYD 1935 1972 AND THE OBSERVATIONS ARE
 EO0676'AS SHOWN ABOVE.  THE 1973 OBSERVATIONS CHECK WITH THE 1935
 EO0676'OBSERVATION, BUT THE DISTANCE TO REFERENCE MARKS NO. 2 IS 272.80
 EO0676'FEET AND NOT 272.08 FEET AS LISTED IN 1935.  THE STATION MARK WAS
 EO0676'NOT MOVED FROM THE 1972 POSITION.
 EO0676'
 EO0676'A COMPLETE AND NEW DESCRIPTION FOLLOWS--
 EO0676'
 EO0676'THE STATION IS LOCATED ABOUT 9 MILES NORTH OF PORTALES, 8 MILES
 EO0676'SOUTHWEST OF CLOVIS, AND IN THE APPROXIMATE CENTER OF BLOW-OUT OF
 EO0676'A LARGE SAND-DUNE.
 EO0676'
 EO0676'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAYS 80 AND
 EO0676'64, AND STATE HIGHWAY 18 IN THE CENTER OF CLOVIS.  GO WEST ON U.S.
 EO0676'HWY.  64 AND 80 (W. SEVENTH ST.) FOR 3.4 MILES TO THE JUNCTION OF
 EO0676'STATE HWY. 467 ON THE LEFT.  TURN LEFT CROSSING RAILROAD TRACKS
 EO0676'AND GO SOUTH ON STATE ROUTE 467 FOR 2.75 MILES TO WHERE STATE
 EO0676'ROUTE 467 WILL TURN RIGHT AND GO WEST.  HERE TURN RIGHT AND
 EO0676'CONTINUE WEST ON STATE ROUTE 467 FOR 1.9 MILES TO CROSSROADS.
 EO0676'TURN LEFT AND GO SOUTH ON DIRT ROAD FOR 1.9 MILES TO WHERE THE MAIN
 EO0676'DIRT ROAD WILL TURN RIGHT AND GO WEST, HERE CONTINUE STRAIGHT
 EO0676'AHEAD SOUTH ON TRACK ROAD LEADING TO RANCH BUILDINGS, FOR 0.55
 EO0676'MILE TO RANCH HOUSE.  AT RANCH HOUSE CONTINUE SOUTH PASSING
 EO0676'THROUGH GATE AT THE SOUTHWEST CORNER OF RANCH HOUSE YARD, AND
 EO0676'FOLLOW MAIN TRACK ROAD SOUTH FOR 0.5 MILE, PASS THROUGH GATE
 EO0676'AND TURN RIGHT AND FOLLOW TRACK ROAD WEST FOR 0.3 MILE TO GATE,
 EO0676'PASS THROUGH GATE AND TURN LEFT AND FOLLOW DIM TRACK ROAD SOUTH
 EO0676'ALONG THE WEST SIDE OF FENCE-LINE FOR 0.25 MILE TO A LARGE SAND-DUNE
 EO0676'AND BLOW-OUT AND STATION.
 EO0676'
 EO0676'THE STATION MARK IS A STANDARD DISK, SET IN THE TOP OF A SQUARE
 EO0676'CONCRETE POST THAT PROJECTS ABOUT 4-INCHES AND IS STAMPED HARDWICK
 EO0676'1935 1972.  (SUB-SURFACE MARK IS ABOUT 3-FEET BELOW THE SURFACE OF
 EO0676'THE GROUND, SET IN AN IRREGULAR MASS OF CONCRETE AND STAMPED HARDWICK
 EO0676'1935 1972).  IT IS IN THE APPROXIMATE CENTER OF A LARGE BLOW-OUT
 EO0676'OF SAND-DUNE AND 162 FEET WEST OF A NORTH-SOUTH FENCE-LINE.
 EO0676'
 EO0676'REFERENCE MARK NO.2 IS A STANDARD DISK, SET IN THE TOP OF A SQUARE
 EO0676'CONCRETE POST, THAT PROJECTS ABOUT 4-INCHES AND IS STAMPED HARDWICK
 EO0676'NO 2 1935.  IT IS 80 FEET SOUTH OF THE SOUTH EDGE OF LARGE
 EO0676'BLOW-OUT, AND 2 FEET WEST OF THE NORTH-SOUTH FENCE-LINE.
 EO0676'
 EO0676'REFERENCE MARK NO.3 IS A STANDARD DISK, BRAZED TO THE TOP OF A 2-1/2
 EO0676'INCH IRON PIPE THAT IS 6-FEET LONG, THE PIPE PROJECTS OUT OF THE
 EO0676'GROUND ABOUT 16-INCHES AND THE DISK IS STAMPED HARDWICK 1935 NO 3
 EO0676'1972.  IT IS LOCATED AT THE NORTHEAST EDGE OF BLOW-OUT.
 EO0676'
 EO0676'REFERENCE MARK NO.4 IS A STANDARD DISK, BRAZED TO THE TOP OF A
 EO0676'2-1/2 INCH IRON PIPE THAT IS 6-FEET LONG, AND THE PIPE PROJECTS OUT
 EO0676'OF THE GROUND ABOUT 15-INCHES AND THE DISK IS STAMPED HARDWICK 1935
 EO0676'NO 4 1973.  IT IS LOCATED AT THE NORTHWEST EDGE OF BLOW-OUT.
 EO0676'
 EO0676'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--CLOVIS--SW
 EO0676'8-MILES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0751 ***********************************************************************
 CW0751  DESIGNATION -  HARKEY
 CW0751  PID         -  CW0751
 CW0751  STATE/COUNTY-  NM/EDDY
 CW0751  USGS QUAD   -  BOND DRAW (1985)
 CW0751
 CW0751                         *CURRENT SURVEY CONTROL
 CW0751  ___________________________________________________________________
 CW0751* NAD 83(1992)-  32 10 30.34432(N)    104 09 19.91516(W)     ADJUSTED  
 CW0751* NAVD 88     -       980.     (meters)    3215.     (feet)  SCALED    
 CW0751  ___________________________________________________________________
 CW0751  LAPLACE CORR-          -3.66  (seconds)                    DEFLEC99
 CW0751  GEOID HEIGHT-         -25.11  (meters)                     GEOID03
 CW0751
 CW0751  HORZ ORDER  -  THIRD
 CW0751
 CW0751.The horizontal coordinates were established by classical geodetic methods
 CW0751.and adjusted by the National Geodetic Survey in December 1993..
 CW0751
 CW0751.The orthometric height was scaled from a topographic map.
 CW0751
 CW0751.The Laplace correction was computed from DEFLEC99 derived deflections.
 CW0751
 CW0751.The geoid height was determined by GEOID03.
 CW0751
 CW0751;                    North         East     Units Scale Factor Converg.
 CW0751;SPC NM E     -   130,296.186   181,767.488   MT  0.99991256   +0 05 40.9
 CW0751;SPC NM E     -   427,480.07    596,348.83   sFT  0.99991256   +0 05 40.9
 CW0751;UTM  13      - 3,560,156.431   579,613.819   MT  0.99967816   +0 26 59.0
 CW0751
 CW0751!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CW0751!SPC NM E     -   0.99985001  x   0.99991256  =   0.99976259
 CW0751!UTM  13      -   0.99985001  x   0.99967816  =   0.99952822
 CW0751
 CW0751                          SUPERSEDED SURVEY CONTROL
 CW0751
 CW0751  NAD 83(1986)-  32 10 30.34383(N)    104 09 19.91099(W) AD(       ) 3
 CW0751  NAD 27      -  32 10 29.90699(N)    104 09 18.13058(W) AD(       ) 3
 CW0751
 CW0751.Superseded values are not recommended for survey control.
 CW0751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0751.See file dsdata.txt to determine how the superseded data were derived.
 CW0751
 CW0751_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SER7961460156(NAD 83)
 CW0751_MARKER: DD = SURVEY DISK
 CW0751_SETTING: 66 = SET IN ROCK OUTCROP
 CW0751_SP_SET: SET IN ROCK OUTCROP
 CW0751_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CW0751+STABILITY: POSITION/ELEVATION WELL
 CW0751
 CW0751  HISTORY     - Date     Condition        Report By
 CW0751  HISTORY     - 1944     MONUMENTED       USGS
 CW0751
 CW0751                          STATION DESCRIPTION
 CW0751
 CW0751'DESCRIBED BY US GEOLOGICAL SURVEY 1944
 CW0751'STATION IS ABOUT 5 MI. SW. OF MALAGA, AND ABOUT 0.5 MI. N. OF
 CW0751'HARKEY DOUBLE MILLS, IT IS ON THE HIGHEST POINT OF A LOW RIDGE.
 CW0751'
 CW0751'STATION MARK--STANDARD TABLET, STAMPED ---HARKEY 1944---, SET
 CW0751'IN ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0722 ***********************************************************************
 EQ0722  DESIGNATION -  HARLESS
 EQ0722  PID         -  EQ0722
 EQ0722  STATE/COUNTY-  NM/SOCORRO
 EQ0722  USGS QUAD   -  ORNDORFF RANCH (1972)
 EQ0722
 EQ0722                         *CURRENT SURVEY CONTROL
 EQ0722  ___________________________________________________________________
 EQ0722* NAD 83(1992)-  34 06 08.15304(N)    106 29 09.69483(W)     ADJUSTED  
 EQ0722* NAVD 88     -      1798.6    (meters)    5901.     (feet)  VERTCON   
 EQ0722  ___________________________________________________________________
 EQ0722  LAPLACE CORR-           2.40  (seconds)                    DEFLEC99
 EQ0722  GEOID HEIGHT-         -21.11  (meters)                     GEOID03
 EQ0722
 EQ0722  HORZ ORDER  -  FIRST
 EQ0722
 EQ0722.The horizontal coordinates were established by classical geodetic methods
 EQ0722.and adjusted by the National Geodetic Survey in December 1993..
 EQ0722
 EQ0722.The NAVD 88 height was computed by applying the VERTCON shift value to
 EQ0722.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EQ0722
 EQ0722.The Laplace correction was computed from DEFLEC99 derived deflections.
 EQ0722
 EQ0722.The geoid height was determined by GEOID03.
 EQ0722
 EQ0722;                    North         East     Units Scale Factor Converg.
 EQ0722;SPC NM C     -   344,021.407   478,223.077   MT  0.99990584   -0 07 56.4
 EQ0722;SPC NM C     - 1,128,676.90  1,568,970.21   sFT  0.99990584   -0 07 56.4
 EQ0722;UTM  13      - 3,774,491.743   362,927.605   MT  0.99983161   -0 49 59.9
 EQ0722
 EQ0722!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EQ0722!SPC NM C     -   0.99972104  x   0.99990584  =   0.99962690
 EQ0722!UTM  13      -   0.99972104  x   0.99983161  =   0.99955269
 EQ0722
 EQ0722|---------------------------------------------------------------------|
 EQ0722| PID    Reference Object                     Distance      Geod. Az  |
 EQ0722|                                                           dddmmss.s |
 EQ0722| CD2987 HARLESS RM 1                         11.290 METERS 04443     |
 EQ0722| CD2988 HARLESS RM 2                         11.469 METERS 10512     |
 EQ0722| CD2986 HARLESS AZ MK                                      1432258.4 |
 EQ0722|---------------------------------------------------------------------|
 EQ0722
 EQ0722                          SUPERSEDED SURVEY CONTROL
 EQ0722
 EQ0722  NAD 83(1986)-  34 06 08.16004(N)    106 29 09.69670(W) AD(       ) 1
 EQ0722  NAD 27      -  34 06 07.91590(N)    106 29 07.64540(W) AD(       ) 1
 EQ0722  NGVD 29 (07/19/86) 1797.9    (m)         5899.     (f) VERT ANG       
 EQ0722
 EQ0722.Superseded values are not recommended for survey control.
 EQ0722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0722.See file dsdata.txt to determine how the superseded data were derived.
 EQ0722
 EQ0722_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT6292874492(NAD 83)
 EQ0722_MARKER: DS = TRIANGULATION STATION DISK
 EQ0722_SETTING: 66 = SET IN ROCK OUTCROP
 EQ0722
 EQ0722  HISTORY     - Date     Condition        Report By
 EQ0722  HISTORY     - 1952     MONUMENTED       CGS
 EQ0722  HISTORY     - 1972     SEE DESCRIPTION  USGS
 EQ0722
 EQ0722                          STATION DESCRIPTION
 EQ0722
 EQ0722'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RLE)
 EQ0722'THE STATION IS LOCATED ABOUT 20.0 MILES NORTHWEST OF BINGHAM
 EQ0722'ON THE HIGHEST POINT AND ON THE WEST EDGE OF A PROMINENT
 EQ0722'NORTH-SOUTH RIDGE.  IT IS STAMPED HARLESS 1952.
 EQ0722'
 EQ0722'REFERENCE MARK NO. 1 IS ABOUT 2 FEET LOWER IN ELEVATION THAN
 EQ0722'THE STATION AND IS STAMPED HARLESS NO 1 1952.
 EQ0722'
 EQ0722'REFERENCE MARK NO. 2 IS ABOUT 3 FEET LOWER IN ELEVATION THAN
 EQ0722'THE STATION AND IS STAMPED HARLESS NO 2 1952.
 EQ0722'
 EQ0722'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 37.63 FEET.
 EQ0722'
 EQ0722'THE AZIMUTH MARK (G.L.O. T2S R4E SEC. 36 NW CORNER) IS 10 FEET NORTH
 EQ0722'OF A FENCE CORNER AND WIRE GATE, 8 FEET WEST OF THE CENTER OF
 EQ0722'A TRACK ROAD AND 1 FOOT WEST OF A NORTH-SOUTH FENCE LINE.  IT
 EQ0722'IS A BRASS CAP RIVETED ON THE TOP OF A 3 INCH IRON PIPE AND
 EQ0722'PROJECTS 12 INCHES.  IT IS STAMPED T2S T3S R4E R5E S36 S31 S1 S6
 EQ0722'1914.
 EQ0722'
 EQ0722'TO REACH THE STATION FROM THE BINGHAM POST OFFICE GO WEST ON
 EQ0722'U.S. HIGHWAY 380 FOR 8.5 MILES TO A SIDE ROAD ON THE RIGHT,
 EQ0722'TURN RIGHT AND GO NORTH ON DIRT ROAD FOR 8.5 MILES TO A FORK,
 EQ0722'TAKE LEFT FORK AND CONTINUE NORTH FOR 3.1 MILES TO A FORK JUST
 EQ0722'AFTER PASSING RANCH HOUSE ON LEFT.  TAKE LEFT FORK AND CONTINUE
 EQ0722'NORTH FOR 2.4 MILES TO A FORK, TAKE RIGHT FORK AND CONTINUE
 EQ0722'NORTH FOR 1.6 MILES TO A WIRE GATE IN EAST-WEST FENCE LINE
 EQ0722'AND AZIMUTH MARK ON LEFT AS DESCRIBED.  CONTINUE NORTH FOR
 EQ0722'0.95 MILE TO A DIM TRACK ROAD ON LEFT, TURN LEFT AND GO WEST
 EQ0722'UP RIDGE FOR 1.35 MILES TO HIGHEST POINT AND STATION AS
 EQ0722'DESCRIBED.
 EQ0722
 EQ0722                          STATION RECOVERY (1972)
 EQ0722
 EQ0722'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972 (FJG)
 EQ0722'THE STATION WAS NOT OCCUPIED, THUS DISTANCES AND DIRECTIONS TO
 EQ0722'REFERENCE MARKS AND AZIMUTH MARK WERE NOT OBSERVED.
 EQ0722'
 EQ0722'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.
 EQ0722'
 EQ0722'TO REACH DESCRIPTION IS ADEQUATE.
 EQ0722'
 EQ0722'ALL MARKS ARE USC AND GS BRONZE DISKS SET IN BEDROCK, STAMPED AS
 EQ0722'DESCRIBED.
 EQ0722'
 EQ0722'THE AZIMUTH MARK WAS NOT SEARCHED FOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0997 ***********************************************************************
 DR0997  DESIGNATION -  HARLEY
 DR0997  PID         -  DR0997
 DR0997  STATE/COUNTY-  NM/OTERO
 DR0997  USGS QUAD   -  WHITETAIL (1963)
 DR0997
 DR0997                         *CURRENT SURVEY CONTROL
 DR0997  ___________________________________________________________________
 DR0997* NAD 83(1992)-  33 09 38.91714(N)    105 37 26.10529(W)     ADJUSTED  
 DR0997* NAVD 88     -      2641.     (meters)    8665.     (feet)  SCALED    
 DR0997  ___________________________________________________________________
 DR0997  LAPLACE CORR-           1.20  (seconds)                    DEFLEC99
 DR0997  GEOID HEIGHT-         -19.72  (meters)                     GEOID03
 DR0997
 DR0997  HORZ ORDER  -  THIRD
 DR0997
 DR0997.The horizontal coordinates were established by classical geodetic methods
 DR0997.and adjusted by the National Geodetic Survey in December 1993..
 DR0997
 DR0997.The orthometric height was scaled from a topographic map.
 DR0997
 DR0997.The Laplace correction was computed from DEFLEC99 derived deflections.
 DR0997
 DR0997.The geoid height was determined by GEOID03.
 DR0997
 DR0997;                    North         East     Units Scale Factor Converg.
 DR0997;SPC NM C     -   239,759.098   558,397.622   MT  0.99994203   +0 20 32.9
 DR0997;SPC NM C     -   786,609.64  1,832,009.53   sFT  0.99994203   +0 20 32.9
 DR0997;UTM  13      - 3,669,287.892   441,821.663   MT  0.99964173   -0 20 28.6
 DR0997
 DR0997!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR0997!SPC NM C     -   0.99958865  x   0.99994203  =   0.99953070
 DR0997!UTM  13      -   0.99958865  x   0.99964173  =   0.99923053
 DR0997
 DR0997|---------------------------------------------------------------------|
 DR0997| PID    Reference Object                     Distance      Geod. Az  |
 DR0997|                                                           dddmmss.s |
 DR0997| CJ7402 HARLEY RM 2                           6.630 METERS 06740     |
 DR0997| DR0996 HARLEY LOOKOUT                       50.483 METERS 18019     |
 DR0997| CJ7400 HARLEY AZ MK                                       3503250.8 |
 DR0997| CJ7401 HARLEY RM 1                           8.000 METERS 35220     |
 DR0997|---------------------------------------------------------------------|
 DR0997
 DR0997                          SUPERSEDED SURVEY CONTROL
 DR0997
 DR0997  NAD 83(1986)-  33 09 38.92361(N)    105 37 26.10803(W) AD(       ) 3
 DR0997  NAD 27      -  33 09 38.57910(N)    105 37 24.18520(W) AD(       ) 3
 DR0997
 DR0997.Superseded values are not recommended for survey control.
 DR0997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0997.See file dsdata.txt to determine how the superseded data were derived.
 DR0997
 DR0997_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDS4182269288(NAD 83)
 DR0997_MARKER: DS = TRIANGULATION STATION DISK
 DR0997_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR0997
 DR0997  HISTORY     - Date     Condition        Report By
 DR0997  HISTORY     - 1936     MONUMENTED       CGS
 DR0997
 DR0997                          STATION DESCRIPTION
 DR0997
 DR0997'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 DR0997'THE STATION IS ABOUT 9 MILES EAST OF MESCALERO, 50.8 METERS
 DR0997'(166 FEET) NORTH OF HARLEY LOOKOUT ON A HIGH HOGBACK BETWEEN
 DR0997'THE WHITETAIL CANYON AND ELK CANYON DRAINAGE.  THE STATION
 DR0997'AND REFERENCE MARKS ARE STANDARD DISKS SET IN CONCRETE.
 DR0997'REFERENCE MARK NO. 1 IS 8,000
 DR0997'METERS (26.25 FEET) FROM THE STATION N 07 DEG 40 MIN W,
 DR0997'AND NO. 2 IS 6.630 METERS (21.75 FEET) FROM THE STATION
 DR0997'N 67 DEG 40 MIN E.  THE AZIMUTH MARK, A STANDARD DISK
 DR0997'SET IN ROCK, IS ON THE SOUTHEASTERN
 DR0997'SLOPE OF A BRUSHY RIDGE, 0.25 MILE FROM THE STATION
 DR0997'N 09 DEG 27 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0996 ***********************************************************************
 DR0996  DESIGNATION -  HARLEY LOOKOUT
 DR0996  PID         -  DR0996
 DR0996  STATE/COUNTY-  NM/OTERO
 DR0996  USGS QUAD   -  WHITETAIL (1963)
 DR0996
 DR0996                         *CURRENT SURVEY CONTROL
 DR0996  ___________________________________________________________________
 DR0996* NAD 83(1992)-  33 09 37.27850(N)    105 37 26.11625(W)     ADJUSTED  
 DR0996* NAVD 88     -      2642.9    (meters)    8671.     (feet)  VERTCON   
 DR0996  ___________________________________________________________________
 DR0996  LAPLACE CORR-           1.20  (seconds)                    DEFLEC99
 DR0996  GEOID HEIGHT-         -19.72  (meters)                     GEOID03
 DR0996
 DR0996  HORZ ORDER  -  THIRD
 DR0996
 DR0996.The horizontal coordinates were established by classical geodetic methods
 DR0996.and adjusted by the National Geodetic Survey in February 1996..
 DR0996
 DR0996.The NAVD 88 height was computed by applying the VERTCON shift value to
 DR0996.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DR0996
 DR0996.The Laplace correction was computed from DEFLEC99 derived deflections.
 DR0996
 DR0996.The geoid height was determined by GEOID03.
 DR0996
 DR0996;                    North         East     Units Scale Factor Converg.
 DR0996;SPC NM C     -   239,708.617   558,397.640   MT  0.99994203   +0 20 32.9
 DR0996;SPC NM C     -   786,444.02  1,832,009.59   sFT  0.99994203   +0 20 32.9
 DR0996;UTM  13      - 3,669,237.431   441,821.078   MT  0.99964173   -0 20 28.6
 DR0996
 DR0996!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR0996!SPC NM C     -   0.99958834  x   0.99994203  =   0.99953039
 DR0996!UTM  13      -   0.99958834  x   0.99964173  =   0.99923021
 DR0996
 DR0996:                Primary Azimuth Mark                     Grid Az
 DR0996:SPC NM C     -  WOFFORD                                  203 48 16.3
 DR0996:UTM  13      -  WOFFORD                                  204 29 17.8
 DR0996
 DR0996|---------------------------------------------------------------------|
 DR0996| PID    Reference Object                     Distance      Geod. Az  |
 DR0996|                                                           dddmmss.s |
 DR0996| CW0921 WOFFORD                             APPROX.19.9 KM 2040849.2 |
 DR0996|---------------------------------------------------------------------|
 DR0996
 DR0996                          SUPERSEDED SURVEY CONTROL
 DR0996
 DR0996  NAD 83(1992)-  33 09 37.27850(N)    105 37 26.11625(W) AD(       ) 3
 DR0996  NAD 83(1986)-  33 09 37.28524(N)    105 37 26.11867(W) AD(       ) 3
 DR0996  NAD 27      -  33 09 36.93000(N)    105 37 24.19600(W) AD(       ) 3
 DR0996  NGVD 29 (07/19/86) 2642.0    (m)         8668.     (f) VERT ANG       
 DR0996
 DR0996.Superseded values are not recommended for survey control.
 DR0996.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0996.See file dsdata.txt to determine how the superseded data were derived.
 DR0996
 DR0996_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDS4182169237(NAD 83)
 DR0996_MARKER: 57 = LOOKOUT TOWER
 DR0996
 DR0996  HISTORY     - Date     Condition        Report By
 DR0996  HISTORY     - 1936     FIRST OBSERVED   CGS
 DR0996  HISTORY     - 1963     GOOD             USGS
 DR0996
 DR0996                          STATION DESCRIPTION
 DR0996
 DR0996'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 DR0996'THIS IS A FIRE LOOKOUT TOWER ABOUT 9 MILES EAST OF MESCALERO,
 DR0996'ON A HIGH HOGBACK BETWEEN WHITETAIL CANYON AND ELK CANYON
 DR0996'DRAINAGE, AND JUST SOUTH OF STATION HARLEY.
 DR0996
 DR0996                          STATION RECOVERY (1963)
 DR0996
 DR0996'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 DR0996'STATION MARK--FIRE LOOKOUT TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS1287 ***********************************************************************
 DS1287  DESIGNATION -  HARRIETT RESET
 DS1287  PID         -  DS1287
 DS1287  STATE/COUNTY-  NM/SOCORRO
 DS1287  USGS QUAD   -  BLAKEMORE WELL (1981)
 DS1287
 DS1287                         *CURRENT SURVEY CONTROL
 DS1287  ___________________________________________________________________
 DS1287* NAD 83(1992)-  33 35 10.56872(N)    106 44 41.57473(W)     ADJUSTED  
 DS1287* NAVD 88     -      1443.38   (+/-2cm)    4735.5    (feet)  VERTCON   
 DS1287  ___________________________________________________________________
 DS1287  LAPLACE CORR-           0.88  (seconds)                    DEFLEC99
 DS1287  GEOID HEIGHT-         -22.52  (meters)                     GEOID03
 DS1287
 DS1287  HORZ ORDER  -  FIRST
 DS1287  VERT ORDER  -  THIRD ? (See Below)
 DS1287
 DS1287.The horizontal coordinates were established by classical geodetic methods
 DS1287.and adjusted by the National Geodetic Survey in December 1993..
 DS1287
 DS1287.The NAVD 88 height was computed by applying the VERTCON shift value to
 DS1287.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DS1287.The vertical order pertains to the NGVD 29 superseded value.
 DS1287
 DS1287.The Laplace correction was computed from DEFLEC99 derived deflections.
 DS1287
 DS1287.The geoid height was determined by GEOID03.
 DS1287
 DS1287;                    North         East     Units Scale Factor Converg.
 DS1287;SPC NM C     -   286,877.706   454,064.356   MT  0.99992601   -0 16 25.6
 DS1287;SPC NM C     -   941,197.94  1,489,709.47   sFT  0.99992601   -0 16 25.6
 DS1287;UTM  13      - 3,717,648.057   338,077.156   MT  0.99992324   -0 57 55.7
 DS1287
 DS1287!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS1287!SPC NM C     -   0.99977699  x   0.99992601  =   0.99970301
 DS1287!UTM  13      -   0.99977699  x   0.99992324  =   0.99970024
 DS1287
 DS1287:                Primary Azimuth Mark                     Grid Az
 DS1287:SPC NM C     -  HARRIETT AZ MK                           097 23 47.6
 DS1287:UTM  13      -  HARRIETT AZ MK                           098 05 17.7
 DS1287
 DS1287|---------------------------------------------------------------------|
 DS1287| PID    Reference Object                     Distance      Geod. Az  |
 DS1287|                                                           dddmmss.s |
 DS1287| CD2989 HARRIETT AZ MK                                     0970722.0 |
 DS1287| CD2990 HARRIETT RM 1                        23.094 METERS 10637     |
 DS1287| CD2991 HARRIETT RM 2                        27.822 METERS 18902     |
 DS1287|---------------------------------------------------------------------|
 DS1287
 DS1287                          SUPERSEDED SURVEY CONTROL
 DS1287
 DS1287  NAD 83(1986)-  33 35 10.57600(N)    106 44 41.57737(W) AD(       ) 1
 DS1287  NAD 27      -  33 35 10.32460(N)    106 44 39.51506(W) AD(       ) 1
 DS1287  NGVD 29 (07/19/86) 1442.72   (m)         4733.3    (f) LEVELING    3  
 DS1287
 DS1287.Superseded values are not recommended for survey control.
 DS1287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS1287.See file dsdata.txt to determine how the superseded data were derived.
 DS1287
 DS1287_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT3807717648(NAD 83)
 DS1287_MARKER: DS = TRIANGULATION STATION DISK
 DS1287_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS1287_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DS1287
 DS1287  HISTORY     - Date     Condition        Report By
 DS1287  HISTORY     - 1968     MONUMENTED       CGS
 DS1287
 DS1287                          STATION DESCRIPTION
 DS1287
 DS1287'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JBJ)
 DS1287'THE STATION IS ABOUT 43 MILES NORTHWEST OF THREE RIVERS, 18 MILES
 DS1287'SOUTH-SOUTHWEST OF THE STALLION RANGE CENTER, AND 1/2 MILE EAST OF
 DS1287'THE WEST BOUNDARY OF THE MISSILE RANGE.
 DS1287'
 DS1287'TO REACH THE STATION FROM THE POST OFFICE AT THREE RIVERS, GO NORTH
 DS1287'ON U. S. HIGHWAY 54 FOR 11.0 MILES TO A GRAVELED SIDE ROAD LEFT,
 DS1287'ROUTE 12, AT OSCURO.  TURN LEFT AND GO WESTERLY ON ROUTE 12 FOR 6.1
 DS1287'MILES TO A LOCKED GATE.  CONTINUE WESTERLY ON ROUTE 12 FOR 16.9
 DS1287'MILES TO A FORK.  TAKE THE RIGHT FORK AND GO NORTHWEST FOR 0.1
 DS1287'MILE TO THE JUNCTION OF ROUTE 7.  CONTINUE NORTHWEST ON ROUTE 7
 DS1287'FOR 6.8 MILES TO A GRAVELED CROSSROAD, ROUTE 13.  TURN LEFT AND
 DS1287'GO SOUTHWEST ON ROUTE 13 FOR 3.1 MILES TO WHERE TELEPHONE LINES
 DS1287'CROSS OVER THE ROAD AND A GRAVELED SIDE ROAD RIGHT.  TURN RIGHT
 DS1287'AND GO WESTERLY ON THE GRAVELED ROAD FOR 6.9 MILES TO A T ROAD.
 DS1287'TURN RIGHT AND GO NORTH ON A GRAVELED ROAD, ROUTE 5 FOR 0.6
 DS1287'MILES TO A DIRT SIDE ROAD LEFT.  TURN LEFT AND GO WEST AND
 DS1287'NORTHWEST ON THE DIRT ROAD FOR 2.0 MILES TO OLD CORRALS ON THE
 DS1287'LEFT.  CONTINUE NORTHWEST ON THE DIRT ROAD FOR 1.1 MILES TO A FORK.
 DS1287'TAKE THE RIGHT FORK AND GO NORTH AND WEST ON A TRACK ROAD FOR
 DS1287'2.1 MILES TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE WESTERLY
 DS1287'ON THE TRACK ROAD FOR 0.6 MILE TO THE STATION ON THE LEFT.
 DS1287'
 DS1287'THE STATION MARK IS A STANDARD DISK, STAMPED HARRIETT HAFB 1951 1968,
 DS1287'SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 DS1287'PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS 53 FEET SOUTH OF THE
 DS1287'CENTERLINE OF THE TRACK ROAD AND 4 FEET NORTHWEST OF A WITNESS
 DS1287'POST.  THE UNDERGROUND MARK IS 42 INCHES BELOW THE GROUND SURFACE.
 DS1287'
 DS1287'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED HARRIETT HAFB NO 1
 DS1287'1951 1968, SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN
 DS1287'DIAMETER, THAT PROJECTS 6 INCHES ABOVE THE GROUND.  IT IS 80 FEET
 DS1287'SOUTH OF THE CENTERLINE OF THE TRACK ROAD, 73 FEET EAST OF THE
 DS1287'WITNESS POST AND ABOUT THE SAME ELEVATION AS THE STATION.
 DS1287'
 DS1287'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED HARRIETT HAFB NO 2 1951
 DS1287'1968, SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN
 DS1287'DIAMETER, THAT PROJECTS 6 INCHES ABOVE THE GROUND.  IT IS 147 FEET
 DS1287'SOUTH OF THE CENTERLINE OF THE TRACK ROAD, 88 FEET SOUTH OF THE
 DS1287'WITNESS POST AND ABOUT THE SAME ELEVATION AS THE STATION.
 DS1287'
 DS1287'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED HARRIETT HAFB 1951
 DS1287'1968, SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN
 DS1287'DIAMETER, THAT PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS 23 FEET
 DS1287'NORTH OF THE CENTERLINE OF THE TRACK ROAD AND 2.7 FEET NORTH OF A
 DS1287'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0837 ***********************************************************************
 CW0837  DESIGNATION -  HARRIS
 CW0837  PID         -  CW0837
 CW0837  STATE/COUNTY-  NM/EDDY
 CW0837  USGS QUAD   -  SIXTEENMILE DRAW EAST (1989)
 CW0837
 CW0837                         *CURRENT SURVEY CONTROL
 CW0837  ___________________________________________________________________
 CW0837* NAD 83(1992)-  32 51 20.82778(N)    104 49 50.03381(W)     ADJUSTED  
 CW0837* NAVD 88     -      1359.     (meters)    4459.     (feet)  SCALED    
 CW0837  ___________________________________________________________________
 CW0837  LAPLACE CORR-          -5.13  (seconds)                    DEFLEC99
 CW0837  GEOID HEIGHT-         -22.20  (meters)                     GEOID03
 CW0837
 CW0837  HORZ ORDER  -  SECOND
 CW0837
 CW0837.The horizontal coordinates were established by classical geodetic methods
 CW0837.and adjusted by the National Geodetic Survey in December 1993..
 CW0837
 CW0837.The orthometric height was scaled from a topographic map.
 CW0837
 CW0837.The Laplace correction was computed from DEFLEC99 derived deflections.
 CW0837
 CW0837.The geoid height was determined by GEOID03.
 CW0837
 CW0837;                    North         East     Units Scale Factor Converg.
 CW0837;SPC NM E     -   205,870.726   118,460.647   MT  0.99993579   -0 16 11.2
 CW0837;SPC NM E     -   675,427.54    388,649.64   sFT  0.99993579   -0 16 11.2
 CW0837;UTM  13      - 3,635,312.212   515,853.626   MT  0.99960310   +0 05 30.9
 CW0837
 CW0837!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CW0837!SPC NM E     -   0.99979023  x   0.99993579  =   0.99972603
 CW0837!UTM  13      -   0.99979023  x   0.99960310  =   0.99939341
 CW0837
 CW0837|---------------------------------------------------------------------|
 CW0837| PID    Reference Object                     Distance      Geod. Az  |
 CW0837|                                                           dddmmss.s |
 CW0837| CH9530 HARRIS RM 1                          16.435 METERS 00859     |
 CW0837| CH9531 HARRIS RM 2                          16.013 METERS 10330     |
 CW0837| CH9529 HARRIS AZ MK                                       1481258.9 |
 CW0837| CW0828 HOPE                                APPROX.13.0 KM 1584423.3 |
 CW0837|---------------------------------------------------------------------|
 CW0837
 CW0837                          SUPERSEDED SURVEY CONTROL
 CW0837
 CW0837  NAD 83(1986)-  32 51 20.83470(N)    104 49 50.02822(W) AD(       ) 2
 CW0837  NAD 27      -  32 51 20.46000(N)    104 49 48.12600(W) AD(       ) 2
 CW0837
 CW0837.Superseded values are not recommended for survey control.
 CW0837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0837.See file dsdata.txt to determine how the superseded data were derived.
 CW0837
 CW0837_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES1585435312(NAD 83)
 CW0837_MARKER: DS = TRIANGULATION STATION DISK
 CW0837_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CW0837_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CW0837_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CW0837+STABILITY: SURFACE MOTION
 CW0837
 CW0837  HISTORY     - Date     Condition        Report By
 CW0837  HISTORY     - 1943     MONUMENTED       CGS
 CW0837  HISTORY     - 1960     GOOD             USGS
 CW0837  HISTORY     - 1965     GOOD             CGS
 CW0837
 CW0837                          STATION DESCRIPTION
 CW0837
 CW0837'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (EHB)
 CW0837'STATION IS ON THE HIGHEST POINT OF A PROMINENT PASTURE RIDGE
 CW0837'LYING ABOUT 1 MILE N OF STATE HIGHWAY 83, AND ABOUT 6 MILES
 CW0837'AIRLINE NW OF HOPE.  IT IS ON THE DIVIDE ON THE N SIDE OF
 CW0837'CHARLEY WHITE DRAW, AND ABOUT 1/2 MILE E OF A N-S FENCE.
 CW0837'
 CW0837'STATION MARK IS A BRONZE STATION DISK SET IN A ROUND 21-INCH
 CW0837'CONCRETE POST PROJECTING ABOUT 4 INCHES ABOVE THE GROUND.
 CW0837'STAMPED HARRIS 1943.
 CW0837'
 CW0837'UNDERGROUND MARK WAS SET.
 CW0837'
 CW0837'REFERENCE MARK 1 IS 53.920 FEET N OF THE STATION.  A BRONZE
 CW0837'REFERENCE DISK SET IN THE TOP OF AN 18-INCH ROUND CONCRETE
 CW0837'POST.  STAMPED HARRIS NO 1 1943.
 CW0837'
 CW0837'REFERENCE MARK 2 IS 52.535 FEET ESE OF THE STATION.  A BRONZE
 CW0837'REFERENCE DISK SET IN THE TOP OF AN 18-INCH ROUND CONCRETE POST
 CW0837'PROJECTING ABOUT 3 INCHES ABOVE THE GROUND.  STAMPED HARRIS
 CW0837'NO 2 1943.
 CW0837'
 CW0837'AZIMUTH MARK IS 1.4 MILES SSE FROM THE STATION, 72 FEET N OF
 CW0837'THE CENTER LINE OF THE HIGHWAY, 8 FEET W OF THE CENTER LINE
 CW0837'OF TRACK ROAD LEADING N, 2-1/2 FEET N OF E-W FENCE.  A BRONZE
 CW0837'AZIMUTH DISK SET IN THE TOP OF A SQUARE 12-INCH CONCRETE POST
 CW0837'PROJECTING ABOUT 5 INCHES ABOVE THE GROUND.  STAMPED HARRIS 1943.
 CW0837'
 CW0837'TO REACH FROM HOPE, GO W ON STATE HIGHWAY 83 FOR 5.4 MILES TO
 CW0837'ROAD AND WIRE GATE ON RIGHT (AZIMUTH MARK IS AT THIS GATE),
 CW0837'TURN RIGHT THROUGH THE GATE AND GO NW ON AN OLD TRACK ROAD FOR
 CW0837'ABOUT 0.3 MILE AND CROSSING OVER THE WASH, CONTINUE NW FOR
 CW0837'ABOUT 2.0 MILES CROSS-COUNTRY TO STATION ON THE HIGHEST POINT
 CW0837'OF THE DIVIDE WHICH IS ON THE N SIDE OF A SMALL VALLEY HEAD.
 CW0837'
 CW0837'HEIGHT OF LIGHT ABOVE STATION MARK-1 METER.
 CW0837
 CW0837                          STATION RECOVERY (1960)
 CW0837
 CW0837'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 CW0837'RECOVERED IN GOOD CONDITION.
 CW0837
 CW0837                          STATION RECOVERY (1965)
 CW0837
 CW0837'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (FHB)
 CW0837'ALL MARKS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 CW0837'
 CW0837'ASTRO PARTY 646 VISITED THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS1285 ***********************************************************************
 DS1285  DESIGNATION -  HARRY
 DS1285  PID         -  DS1285
 DS1285  STATE/COUNTY-  NM/SOCORRO
 DS1285  USGS QUAD   -  BLAKEMORE WELL (1981)
 DS1285
 DS1285                         *CURRENT SURVEY CONTROL
 DS1285  ___________________________________________________________________
 DS1285* NAD 83(1992)-  33 33 44.40848(N)    106 38 38.94153(W)     ADJUSTED  
 DS1285* NAVD 88     -      1440.50   (+/-2cm)    4726.0    (feet)  VERTCON   
 DS1285  ___________________________________________________________________
 DS1285  LAPLACE CORR-           1.26  (seconds)                    DEFLEC99
 DS1285  GEOID HEIGHT-         -22.46  (meters)                     GEOID03
 DS1285
 DS1285  HORZ ORDER  -  FIRST
 DS1285  VERT ORDER  -  THIRD ? (See Below)
 DS1285
 DS1285.The horizontal coordinates were established by classical geodetic methods
 DS1285.and adjusted by the National Geodetic Survey in December 1993..
 DS1285
 DS1285.The NAVD 88 height was computed by applying the VERTCON shift value to
 DS1285.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DS1285.The vertical order pertains to the NGVD 29 superseded value.
 DS1285
 DS1285.The Laplace correction was computed from DEFLEC99 derived deflections.
 DS1285
 DS1285.The geoid height was determined by GEOID03.
 DS1285
 DS1285;                    North         East     Units Scale Factor Converg.
 DS1285;SPC NM C     -   284,183.251   463,404.360   MT  0.99991651   -0 13 04.5
 DS1285;SPC NM C     -   932,357.88  1,520,352.47   sFT  0.99991651   -0 13 04.5
 DS1285;UTM  13      - 3,714,841.128   347,383.814   MT  0.99988715   -0 54 32.9
 DS1285
 DS1285!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS1285!SPC NM C     -   0.99977743  x   0.99991651  =   0.99969396
 DS1285!UTM  13      -   0.99977743  x   0.99988715  =   0.99966461
 DS1285
 DS1285:                Primary Azimuth Mark                     Grid Az
 DS1285:SPC NM C     -  P 43 AZ MK                               034 29 37.8
 DS1285:UTM  13      -  P 43 AZ MK                               035 11 06.2
 DS1285
 DS1285|---------------------------------------------------------------------|
 DS1285| PID    Reference Object                     Distance      Geod. Az  |
 DS1285|                                                           dddmmss.s |
 DS1285| CD2442 P 43 AZ MK                                         0341633.3 |
 DS1285| CD2992 HARRY RM 1                            5.535 METERS 12732     |
 DS1285| CD2993 HARRY RM 2                            6.826 METERS 22844     |
 DS1285|---------------------------------------------------------------------|
 DS1285
 DS1285                          SUPERSEDED SURVEY CONTROL
 DS1285
 DS1285  NAD 83(1986)-  33 33 44.41564(N)    106 38 38.94418(W) AD(       ) 1
 DS1285  NAD 27      -  33 33 44.15681(N)    106 38 36.89100(W) AD(       ) 1
 DS1285  NGVD 29 (07/19/86) 1439.84   (m)         4723.9    (f) LEVELING    3  
 DS1285
 DS1285.Superseded values are not recommended for survey control.
 DS1285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS1285.See file dsdata.txt to determine how the superseded data were derived.
 DS1285
 DS1285_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT4738414841(NAD 83)
 DS1285_MARKER: DD = SURVEY DISK
 DS1285_SETTING: 0 = UNSPECIFIED SETTING
 DS1285
 DS1285  HISTORY     - Date     Condition        Report By
 DS1285  HISTORY     - 1968     MONUMENTED       DMA
 DS1285
 DS1285                          STATION DESCRIPTION
 DS1285
 DS1285'DESCRIBED BY DEFENSE MAP AGENCY 1968 (JBJ)
 DS1285'THE STATION IS ABOUT 18 MILES SOUTH OF STALLION RANGE CENTER, 1/4
 DS1285'MILE EAST-NORTHEAST OF WHITE SANDS MISSILE RANGE ROUTE 5, ON THE TOP
 DS1285'AND NEAR THE NORTH SIDE OF A LOW DIRT MOUND, THE HIGHEST POINT IN
 DS1285'THE IMMEDIATE VICINITY.
 DS1285'
 DS1285'TO REACH THE STATION FROM STALLION RANGE CENTER HEADQUARTERS GO
 DS1285'SOUTHEAST ON WHITE SANDS MISSILE RANGE ROUTE 7 FOR 17.35 MILES TO
 DS1285'A GRAVELED CROSSROADS.  TURN RIGHT AND GO SOUTHWESTERLY ON THE
 DS1285'GRAVELED ROAD FOR 3.3 MILES TO A GRADED SIDE ROAD RIGHT JUST SOUTH
 DS1285'OF TELEPHONE LINES.  TURN RIGHT AND GO WESTERLY ON THE GRADED
 DS1285'ROAD FOR 6.9 MILES TO A GRADED SIDE ROAD RIGHT.  TURN RIGHT AND
 DS1285'GO NORTH ON THE GRADED ROAD FOR 0.2 MILE TO A BUILDING NUMBERED
 DS1285'34600.  TURN RIGHT AND GO EAST FOR 0.1 MILE TO THE TOP OF THE DIRT
 DS1285'MOUND AND THE STATION.
 DS1285'
 DS1285'THE STATION MARK IS A BRONZE DISK OF WHITE SANDS PROVING GROUNDS,
 DS1285'STAMPED HARRY 1960, CEMENTED IN A DRILLHOLE IN A CONCRETE PAD
 DS1285'SUPPORTING AN ASTRODOME BUILDING NUMBERED S34602.  IT IS 8.0 FEET
 DS1285'NORTH OF THE BUILDING NUMBERED S34602, 3.2 FEET SOUTHWEST OF THE
 DS1285'NORTHEAST EDGE OF THE CONCRETE PAD AND 3.1 FEET SOUTHEAST OF THE
 DS1285'NORTHWEST EDGE OF THE CONCRETE PAD.
 DS1285'
 DS1285'REFERENCE MARK 1 IS A BRONZE DISK OF WHITE SANDS PROVING GROUNDS,
 DS1285'STAMPED HARRY NO 1 1960, CEMENTED IN A DRILLHOLE IN THE CONCRETE
 DS1285'PAD.  IT IS 11.1 FEET EAST OF THE BUILDING NUMBERED S 34602, 1.3
 DS1285'FEET SOUTHWEST OF THE NORTHEAST CORNER OF THE CONCRETE PAD AND ABOUT
 DS1285'THE SAME ELEVATION AS THE STATION.
 DS1285'
 DS1285'REFERENCE MARK 2 IS A BRONZE DISK OF WHITE SANDS PROVING GROUNDS,
 DS1285'STAMPED HARRY NO 2 1960, CEMENTED IN A DRILLHOLE IN THE CONCRETE
 DS1285'PAD.  IT IS 2.5 FEET NORTHEAST OF THE SOUTHWEST SIDE OF THE
 DS1285'CONCRETE PAD, 1.5 FEET SOUTHEAST OF THE NORTHWEST SIDE OF THE
 DS1285'CONCRETE PAD AND ABOUT THE SAME ELEVATION AS THE STATION.
 DS1285'
 DS1285'AZIMUTH MARK IS A STANDARD DISK, STAMPED P 43 HAFB 1952 1957, SET IN
 DS1285'THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT PROJECTS 2 INCHES.
 DS1285'IT IS 15.5 FEET SOUTH OF THE APPROXIMATE CENTERLINE OF A TRACK
 DS1285'ROAD AND 4.0 FEET SOUTH OF A METAL WITNESS POST.
 DS1285'
 DS1285'TO REACH THE AZIMUTH MARK FROM THE STATION GO WEST FOR 0.1 MILE TO
 DS1285'THE BUILDING NUMBERED 34600.  TURN SHARP RIGHT AND GO NORTHEAST ON A
 DS1285'GRADED ROAD FOR 0.3 MILE TO A DIM TRACK ROAD RIGHT.  TURN RIGHT AND
 DS1285'GO SOUTHEASTERLY ON THE DIM TRACK ROAD FOR 0.1 MILE TO THE MARK ON
 DS1285'THE RIGHT.
 DS1285'
 DS1285'THE DISTANCE BETWEEN THE REFERENCE MARKS WAS NOT MEASURED DUE TO
 DS1285'OBSTRUCTIONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0771 ***********************************************************************
 GM0771  DESIGNATION -  HART PEAK
 GM0771  PID         -  GM0771
 GM0771  STATE/COUNTY-  NM/COLFAX
 GM0771  USGS QUAD   -  ABREU CANYON (1995)
 GM0771
 GM0771                         *CURRENT SURVEY CONTROL
 GM0771  ___________________________________________________________________
 GM0771* NAD 83(1992)-  36 37 41.09029(N)    105 01 25.68919(W)     ADJUSTED  
 GM0771* NAVD 88     -      2432.9    (meters)    7982.     (feet)  VERTCON   
 GM0771  ___________________________________________________________________
 GM0771  LAPLACE CORR-          -7.35  (seconds)                    DEFLEC99
 GM0771  GEOID HEIGHT-         -17.16  (meters)                     GEOID03
 GM0771
 GM0771  HORZ ORDER  -  THIRD
 GM0771
 GM0771.The horizontal coordinates were established by classical geodetic methods
 GM0771.and adjusted by the National Geodetic Survey in December 1993..
 GM0771
 GM0771.The NAVD 88 height was computed by applying the VERTCON shift value to
 GM0771.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GM0771
 GM0771.The Laplace correction was computed from DEFLEC99 derived deflections.
 GM0771
 GM0771.The geoid height was determined by GEOID03.
 GM0771
 GM0771;                    North         East     Units Scale Factor Converg.
 GM0771;SPC NM E     -   624,428.462   103,247.318   MT  0.99995606   -0 24 43.1
 GM0771;SPC NM E     - 2,048,645.71    338,737.24   sFT  0.99995606   -0 24 43.1
 GM0771;UTM  13      - 4,053,615.704   497,871.872   MT  0.99960006   -0 00 51.1
 GM0771
 GM0771!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GM0771!SPC NM E     -   0.99962102  x   0.99995606  =   0.99957710
 GM0771!UTM  13      -   0.99962102  x   0.99960006  =   0.99922124
 GM0771
 GM0771:                Primary Azimuth Mark                     Grid Az
 GM0771:SPC NM E     -  DEAN                                     154 15 00.7
 GM0771:UTM  13      -  DEAN                                     153 51 08.7
 GM0771
 GM0771|---------------------------------------------------------------------|
 GM0771| PID    Reference Object                     Distance      Geod. Az  |
 GM0771|                                                           dddmmss.s |
 GM0771| GM0755 DEAN                                APPROX.10.9 KM 1535017.6 |
 GM0771|---------------------------------------------------------------------|
 GM0771
 GM0771                          SUPERSEDED SURVEY CONTROL
 GM0771
 GM0771  NAD 83(1986)-  36 37 41.09784(N)    105 01 25.69180(W) AD(       ) 3
 GM0771  NAD 27      -  36 37 40.99251(N)    105 01 23.69635(W) AD(       ) 3
 GM0771  NGVD 29 (07/19/86) 2431.8    (m)         7978.     (f) VERT ANG       
 GM0771
 GM0771.Superseded values are not recommended for survey control.
 GM0771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0771.See file dsdata.txt to determine how the superseded data were derived.
 GM0771
 GM0771_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDA9787253616(NAD 83)
 GM0771_MARKER: DD = SURVEY DISK
 GM0771_SETTING: 66 = SET IN ROCK OUTCROP
 GM0771_SP_SET: SET IN BEDROCK
 GM0771_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GM0771+STABILITY: POSITION/ELEVATION WELL
 GM0771
 GM0771  HISTORY     - Date     Condition        Report By
 GM0771  HISTORY     - 1954     MONUMENTED       USGS
 GM0771
 GM0771                          STATION DESCRIPTION
 GM0771
 GM0771'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 GM0771'LOCATED APPROXIMATELY 10.0 MI. (AIRLINE) NW. OF CIMARRON,
 GM0771'APPROXIMATELY 14.4 MI. (AIRLINE) NE. OF EAGLE NEST, APPROXIMATELY 0.7
 GM0771'MI. (AIRLINE) E. OF --PHILMONTS PONIL SCOUT CAMP--, ON HIGHEST POINT
 GM0771'OF --HART PEAK--, THE N. PEAK OF TWO HIGHEST PEAKS IN THE IMMEDIATE
 GM0771'VICINITY.
 GM0771'
 GM0771'TO REACH FROM CIMARRON POST OFFICE, GO E. 1.6 MI. ALONG U.S. HIGHWAY
 GM0771'64, TO A RD. JUNCTION WITH PONIL CREEK ROAD (NEAR W-S. RANCH
 GM0771'HEADQUARTERS), THENCE GO NW. 4.2 MI. ALONG PONIL CREEK ROAD TO RD.
 GM0771'FORK, TAKE W. (MAIN) FORK AND CONTINUE NW. 2.0 MI. TO RD. FORK, TAKE
 GM0771'W. (MAIN) FORK AND CONTINUE NW. 5.0 MI. TO --PHILMONTS PONIL SOUTH
 GM0771'CAMP-- HEADQUARTERS MESS-HALL.  THIS IS END OF TRUCK TRAVEL.  TAKE
 GM0771'THE --STONY POINT TRAIL-- WHICH STARTS EASTERLY UP SLOPE E. OF AND
 GM0771'NEAR THE MESS-HALL.  CONTINUE EASTERLY AND NE. UP TRAIL TO TRAIL
 GM0771'FORK, NEAR TOP OF RIDGE, JUST BELOW THE TWO HIGHEST PEAKS IN
 GM0771'IMMEDIATE VICINITY.  TAKE N. FORK TRAIL AND CONTINUE TO TOP OF PEAK
 GM0771'AND STATION SITE.  A 30-MINUTE PACK.
 GM0771'
 GM0771'STATION MARK--STANDARD TABLET STAMPED ---HART PEAK 1954---, CEMENTED
 GM0771'FLUSH, IN HIGHEST POINT OF OUTCROP BEDROCK.  A 3-FT. ROCK CAIRN BUILT
 GM0771'OVER STATION MARK.
 GM0771'
 GM0771'REFERENCE MARK NO. 1--DRILL HOLE LOCATED 28.71 FT. FROM STATION MARK,
 GM0771'S 01 DEG 50 MIN E.
 GM0771'
 GM0771'REFERENCE MARK NO. 2--CHISELED SQUARE LOCATED 16.59 FT. FROM STATION
 GM0771'MARK, N 23 DEG 13 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0444 ***********************************************************************
 FN0444  DESIGNATION -  HARTLEY
 FN0444  PID         -  FN0444
 FN0444  STATE/COUNTY-  NM/SAN MIGUEL
 FN0444  USGS QUAD   -  CANON ENCIERRO (1971)
 FN0444
 FN0444                         *CURRENT SURVEY CONTROL
 FN0444  ___________________________________________________________________
 FN0444* NAD 83(1992)-  35 46 30.27585(N)    104 17 56.86436(W)     ADJUSTED  
 FN0444* NAVD 88     -      1840.2    (meters)    6037.     (feet)  VERTCON   
 FN0444  ___________________________________________________________________
 FN0444  LAPLACE CORR-          -1.99  (seconds)                    DEFLEC99
 FN0444  GEOID HEIGHT-         -20.31  (meters)                     GEOID03
 FN0444
 FN0444  HORZ ORDER  -  SECOND
 FN0444
 FN0444.The horizontal coordinates were established by classical geodetic methods
 FN0444.and adjusted by the National Geodetic Survey in December 1993..
 FN0444
 FN0444.The NAVD 88 height was computed by applying the VERTCON shift value to
 FN0444.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FN0444
 FN0444.The Laplace correction was computed from DEFLEC99 derived deflections.
 FN0444
 FN0444.The geoid height was determined by GEOID03.
 FN0444
 FN0444;                    North         East     Units Scale Factor Converg.
 FN0444;SPC NM E     -   529,563.936   168,092.442   MT  0.99990921   +0 01 12.0
 FN0444;SPC NM E     - 1,737,411.01    551,483.29   sFT  0.99990921   +0 01 12.0
 FN0444;UTM  13      - 3,959,228.142   563,347.227   MT  0.99964945   +0 24 35.1
 FN0444
 FN0444!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FN0444!SPC NM E     -   0.99971445  x   0.99990921  =   0.99962368
 FN0444!UTM  13      -   0.99971445  x   0.99964945  =   0.99936400
 FN0444
 FN0444:                Primary Azimuth Mark                     Grid Az
 FN0444:SPC NM E     -  HARTLEY AZ MK                            057 07 19.2
 FN0444:UTM  13      -  HARTLEY AZ MK                            056 43 56.1
 FN0444
 FN0444|---------------------------------------------------------------------|
 FN0444| PID    Reference Object                     Distance      Geod. Az  |
 FN0444|                                                           dddmmss.s |
 FN0444| CJ7415 HARTLEY AZ MK                                      0570831.2 |
 FN0444| CJ7416 HARTLEY RM 1                         20.093 METERS 09609     |
 FN0444| CJ7417 HARTLEY RM 2                         20.346 METERS 23721     |
 FN0444|---------------------------------------------------------------------|
 FN0444
 FN0444                          SUPERSEDED SURVEY CONTROL
 FN0444
 FN0444  NAD 83(1986)-  35 46 30.28353(N)    104 17 56.86126(W) AD(       ) 2
 FN0444  NAD 27      -  35 46 30.14300(N)    104 17 54.93380(W) AD(       ) 2
 FN0444  NGVD 29 (07/19/86) 1839.4    (m)         6035.     (f) VERT ANG       
 FN0444
 FN0444.Superseded values are not recommended for survey control.
 FN0444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0444.See file dsdata.txt to determine how the superseded data were derived.
 FN0444
 FN0444_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEV6334759228(NAD 83)
 FN0444_MARKER: DS = TRIANGULATION STATION DISK
 FN0444_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FN0444
 FN0444  HISTORY     - Date     Condition        Report By
 FN0444  HISTORY     - 1960     MONUMENTED       CGS
 FN0444  HISTORY     - 1971     GOOD             USGS
 FN0444
 FN0444                          STATION DESCRIPTION
 FN0444
 FN0444'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (HWK)
 FN0444'THE STATION IS APPROXIMATELY 19-3/4 MILES WEST OF MOSQUERO,
 FN0444'13 MILES SOUTHWEST OF ROY, 4 MILES EAST OF THE CANADIAN RIVER
 FN0444'CANYON, ON THE SOUTHWEST END OF A HIGH, NORTH-SOUTH MESA,
 FN0444'ON PROPERTY OWNED BY MR. FRANK HARTLEY.
 FN0444'
 FN0444'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 39
 FN0444'AND 120 IN ROY, GO WEST AND SOUTHWEST ON HIGHWAY 120 FOR
 FN0444'2.65 MILES TO A CROSSROAD AND A CATTLE GUARD.  CONTINUE
 FN0444'ON HIGHWAY 120 FOR 1.3 MILES TO A SIDE ROAD ON THE LEFT.  TURN
 FN0444'LEFT, SOUTH, ON A GRADED ROAD FOR 5.4 MILES TO A ROAD FORK
 FN0444'JUST AFTER CROSSING A CATTLE GUARD.  BEAR RIGHT, SOUTHWEST
 FN0444'ON GRADED ROAD 1.5 MILES TO A REVERSE Y AT A CATTLE GUARD.
 FN0444'CROSS THE CATTLE GUARD AND CONTINUE ON THE GRADED ROAD 0.65
 FN0444'MILES TO A SIDE ROAD ON THE RIGHT.  CONTINUE ON THE GRADED
 FN0444'ROAD FOR 2.2 MILES TO A CATTLE GUARD.  CONTINUE SOUTHERLY ON
 FN0444'THE GRADED ROAD 2.45 MILES TO A SMALL POND ON THE LEFT.
 FN0444'CONTINUE SOUTH AND SOUTHWEST ON THE GRADED ROAD FOR 0.4 MILE
 FN0444'TO A DIM TRACK ROAD ON THE RIGHT.  TURN RIGHT, WEST, ON THE
 FN0444'TRACK ROAD 0.25 MILE TO THE AZIMUTH MARK ON THE LEFT.
 FN0444'CONTINUE WEST ON THE TRACK ROAD 0.25 MILE TO A DIM TRACK
 FN0444'ROAD ON THE LEFT.  TURN LEFT, SOUTH, FOR 0.1 MILE TO A WIRE
 FN0444'GATE.  PASS THROUGH THE WIRE GATE AND GO SOUTH FOR 0.1 MILE
 FN0444'TO THE STATION.
 FN0444'
 FN0444'STATION MARKS ARE STANDARD DISKS STAMPED HARTLEY 1960.  THE
 FN0444'SURFACE DISK IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS
 FN0444'4 INCHES.  IT IS 213 FEET SOUTH OF A JUNIPER TREE, 135 FEET
 FN0444'NORTHEAST OF TWO JUNIPER TREES AND 3 FEET SOUTHEAST OF A STANDARD
 FN0444'METAL WITNESS POST.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR
 FN0444'MASS OF CONCRETE 16 INCHES BELOW THE SURFACE OF THE GROUND.
 FN0444'
 FN0444'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED HARTLEY NO 1
 FN0444'1960, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.
 FN0444'IT IS 220 FEET SOUTHEAST OF THE JUNIPER TREE AND 66 FEET EAST
 FN0444'OF THE STANDARD METAL WITNESS POST.
 FN0444'
 FN0444'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED HARTLEY NO 2
 FN0444'1960, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.
 FN0444'IT IS 71 FEET NORTHEAST OF THE TWO JUNIPER TREES AND 67
 FN0444'FEET SOUTHWEST OF THE STANDARD METAL WITNESS POST.
 FN0444'
 FN0444'AZIMUTH MARK, A STANDARD DISK STAMPED HARTLEY 1960, IS SET
 FN0444'IN A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.  IT IS
 FN0444'135 FEET SOUTH OF THE CENTER OF THE TRACK ROAD, 2 FEET EAST
 FN0444'OF A STANDARD METAL WITNESS POST AND 1 FOOT SOUTH OF A FENCE.
 FN0444'
 FN0444'NOTE--REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
 FN0444
 FN0444                          STATION RECOVERY (1971)
 FN0444
 FN0444'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971 (GK)
 FN0444'TO REACH THE STATION FROM THE JCT. OF STATE HIGHWAYS 39 AND
 FN0444'120 IN ROY, GO WEST AND SW ON HWY. 120 FOR 2.65 MI. TO A
 FN0444'CATTLE GUARD.  CONTINUE ON 120 FOR 1.30 MI. TO A SIDE ROAD ON
 FN0444'THE LEFT.  TURN LEFT, SOUTH, ON A GRADED ROAD FOR 5.4 MI. TO A
 FN0444'FORK JUST BEYOND A CATTLE GUARD.  BEAR RIGHT ON THE GRADED ROAD
 FN0444'1.5 MI. TO A REVERSE Y AT A CATTLE GUARD.  CROSS THE CATTLE
 FN0444'GUARD AND CONTINUE ON THE GRADED ROAD 0.65 MI. TO A SIDE ROAD
 FN0444'ON THE RIGHT.  CONTINUE ON THE GRADED ROAD 0.45 MI. TO A
 FN0444'CATTLE GUARD (WHICH THE ROAD NOW BY PASSES).  CONTINUE ON THE
 FN0444'GRADED ROAD 0.65 MI. TO A SIDE ROAD ON THE RIGHT.  CONTINUE
 FN0444'ON THE GRADED ROAD 1.9 MI. TO A SMALL POND ON THE LEFT.
 FN0444'CONTINUE ON THE GRADED ROAD 0.4 MI. TO A FAINT ROAD ON
 FN0444'THE RIGHT.  TURN RIGHT, WEST, ON THE TRACK ROAD 0.35 MI.
 FN0444'TO THE AZIMUTH MARK ON THE LEFT, UNDER THE FENCE.
 FN0444'CONTINUE ON THE TRACK ROAD 0.25 MI. AND TURN LEFT, SOUTH
 FN0444'CROSS COUNTRY 0.1 MI. TO A WIRE GATE.  PASS THROUGH THE GATE
 FN0444'AND CONTINUE SOUTH 0.15 MI. TO THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0631 ***********************************************************************
 EP0631  DESIGNATION -  HARVEY
 EP0631  PID         -  EP0631
 EP0631  STATE/COUNTY-  NM/LINCOLN
 EP0631  USGS QUAD   -  CLAUNCH SE (1981)
 EP0631
 EP0631                         *CURRENT SURVEY CONTROL
 EP0631  ___________________________________________________________________
 EP0631* NAD 83(1992)-  34 03 15.50928(N)    105 46 31.54590(W)     ADJUSTED  
 EP0631* NAVD 88     -      1985.4    (meters)    6514.     (feet)  GPS OBS   
 EP0631  ___________________________________________________________________
 EP0631  X           -  -1,438,591.520 (meters)                     COMP
 EP0631  Y           -  -5,092,208.713 (meters)                     COMP
 EP0631  Z           -   3,552,539.453 (meters)                     COMP
 EP0631  LAPLACE CORR-           1.33  (seconds)                    DEFLEC99
 EP0631  ELLIP HEIGHT-        1964.99  (meters)          (09/28/01) GPS OBS
 EP0631  GEOID HEIGHT-         -20.24  (meters)                     GEOID03
 EP0631
 EP0631  HORZ ORDER  -  FIRST
 EP0631  ELLP ORDER  -  FOURTH    CLASS I
 EP0631
 EP0631.The horizontal coordinates were established by classical geodetic methods
 EP0631.and adjusted by the National Geodetic Survey in September 2001..
 EP0631
 EP0631.The orthometric height was determined by GPS observations and a
 EP0631.high-resolution geoid model.
 EP0631
 EP0631.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EP0631
 EP0631.The Laplace correction was computed from DEFLEC99 derived deflections.
 EP0631
 EP0631.The ellipsoidal height was determined by GPS observations
 EP0631.and is referenced to NAD 83.
 EP0631
 EP0631.The geoid height was determined by GEOID03.
 EP0631
 EP0631;                    North         East     Units Scale Factor Converg.
 EP0631;SPC NM C     -   338,778.865   543,810.988   MT  0.99992365   +0 15 56.7
 EP0631;SPC NM C     - 1,111,476.99  1,784,153.22   sFT  0.99992365   +0 15 56.7
 EP0631;UTM  13      - 3,768,448.773   428,435.556   MT  0.99966313   -0 26 03.3
 EP0631
 EP0631!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EP0631!SPC NM C     -   0.99969162  x   0.99992365  =   0.99961530
 EP0631!UTM  13      -   0.99969162  x   0.99966313  =   0.99935486
 EP0631
 EP0631:                Primary Azimuth Mark                     Grid Az
 EP0631:SPC NM C     -  CERRO ET                                 071 32 39.0
 EP0631:UTM  13      -  CERRO ET                                 072 14 39.0
 EP0631
 EP0631|---------------------------------------------------------------------|
 EP0631| PID    Reference Object                     Distance      Geod. Az  |
 EP0631|                                                           dddmmss.s |
 EP0631| EP0628 CERRO ET                            APPROX. 8.4 KM 0714835.7 |
 EP0631| CJ7418 HARVEY AZ MK                                       1091744.9 |
 EP0631| CJ7419 HARVEY RM 1                          10.952 METERS 11401     |
 EP0631| CJ7420 HARVEY RM 2                          10.782 METERS 19025     |
 EP0631|---------------------------------------------------------------------|
 EP0631
 EP0631                          SUPERSEDED SURVEY CONTROL
 EP0631
 EP0631  NAD 83(1992)-  34 03 15.50767(N)    105 46 31.55132(W) AD(       ) 1
 EP0631  ELLIP H (12/21/93) 1965.12   (m)                       GP(       ) 4 1
 EP0631  ELLIP H (07/01/93) 1965.07   (m)                       GP(       ) 4 2
 EP0631  NAD 83(1986)-  34 03 15.51460(N)    105 46 31.55285(W) AD(       ) 1
 EP0631  NAD 27      -  34 03 15.27430(N)    105 46 29.60250(W) AD(       ) 1
 EP0631  NGVD 29 (07/19/86) 1983.4    (m)         6507.     (f) VERT ANG       
 EP0631
 EP0631.Superseded values are not recommended for survey control.
 EP0631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EP0631.See file dsdata.txt to determine how the superseded data were derived.
 EP0631
 EP0631_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDT2843668449(NAD 83)
 EP0631_MARKER: DS = TRIANGULATION STATION DISK
 EP0631_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EP0631_SP_SET: CONCRETE POST
 EP0631_STAMPING: HARVEY 1952
 EP0631_MARK LOGO: CGS   
 EP0631_MAGNETIC: N = NO MAGNETIC MATERIAL
 EP0631_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EP0631+STABILITY: SURFACE MOTION
 EP0631_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EP0631+SATELLITE: SATELLITE OBSERVATIONS - June 02, 1992
 EP0631
 EP0631  HISTORY     - Date     Condition        Report By
 EP0631  HISTORY     - 1952     MONUMENTED       CGS
 EP0631  HISTORY     - 1952     GOOD             CGS
 EP0631  HISTORY     - 1966     GOOD             DOD
 EP0631  HISTORY     - 1972     SEE DESCRIPTION  USGS
 EP0631  HISTORY     - 1975     GOOD             NGS
 EP0631  HISTORY     - 19920602 GOOD             NGS
 EP0631
 EP0631                          STATION DESCRIPTION
 EP0631
 EP0631'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RLE)
 EP0631'THE STATION IS LOCATED ABOUT 30 MILES NORTH OF CARRIZOZO,
 EP0631'ABOUT 26 MILES SOUTHWEST OF CORONA, ABOUT 9 MILES NORTHWEST
 EP0631'OF ANCHO AND 14 FEET NORTHWEST OF A PINE TREE WITH A TRIANGLE
 EP0631'BLAZE.  IT IS ON THE HIGHEST PART OF HEAVILY-WOODED HILL,
 EP0631'SET FLUSH WITH THE GROUND AND IT IS STAMPED HARVEY 1952.
 EP0631'
 EP0631'REFERENCE MARK NO. 1 IS 34 FEET NORTHWEST OF A TREE WITH A
 EP0631'TRIANGLE BLAZE.  IT IS 1.5 FEET LOWER THAN THE STATION AND
 EP0631'IT IS STAMPED HARVEY NO 1 1952.
 EP0631'
 EP0631'REFERENCE MARK NO. 2 IS 45 FEET WEST OF A TREE WITH A TRIANGLE
 EP0631'BLAZE AND 33 FEET SOUTHEAST OF A PINE TREE WITH A TRIANGLE
 EP0631'BLAZE.  IT IS 1.5 FEET LOWER THAN THE STATION AND IT IS
 EP0631'STAMPED HARVEY NO 2 1952
 EP0631'
 EP0631'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 44.11 FEET.
 EP0631'
 EP0631'THE AZIMUTH MARK IS 6 FEET WEST OF THE CENTER OF A TRACK
 EP0631'ROAD AND 2 FEET NORTH OF A WITNESS POST.  IT PROJECTS 4 INCHES
 EP0631'AND IS STAMPED HARVEY 1952.
 EP0631'
 EP0631'TO REACH THE STATION FROM THE POST OFFICE IN ANCHO GO NORTH
 EP0631'ON U.S. HIGHWAY 54 FOR 0.9 MILE TO A SIDE ROAD LEFT.  TURN
 EP0631'LEFT ACROSS CATTLE GUARD AND GO WESTERLY FOR 5.0 MILES TO A
 EP0631'WINDMILL ON THE RIGHT AND TWO GATES AHEAD, PASS THROUGH THE
 EP0631'GATES AND CONTINUE ON TRACK ROAD FOR 0.4 MILE TO A FORK, KEEP
 EP0631'LEFT FORK AND CONTINUE STRAIGHT AHEAD FOR 1.1 MILES TO A
 EP0631'FORK, TAKE RIGHT FORK AND FOLLOW TRACK ROAD NORTHERLY FOR
 EP0631'1.6 MILES TO A WIRE GATE BETWEEN TWO HIGH POSTS.  PASS THROUGH
 EP0631'GATE AND BEAR LEFT FOLLOWING TRACK ROAD NORTHERLY FOR 0.9
 EP0631'MILE TO A WIRE GATE, PASS THROUGH GATE AND TURN SHARP LEFT
 EP0631'FOLLOWING DIM TRACK ROAD FOR 0.5 MILE TO A FORK, TAKE RIGHT
 EP0631'FORK AND FOLLOW DIM TRACK ROAD FOR 0.3 MILE TO THE TOP OF
 EP0631'THE HILL AND THE STATION AS DESCRIBED.
 EP0631'
 EP0631'TO REACH THE AZIMUTH MARK FROM THE STATION FOLLOW DIM TRACK
 EP0631'ROAD FROM THE TOP OF HILL FOR 0.3 MILE TO A FORK, TURN RIGHT
 EP0631'AND FOLLOW TRACK ROAD FOR 0.15 MILE TO THE AZIMUTH MARK ON
 EP0631'THE RIGHT AS DESCRIBED.
 EP0631
 EP0631                          STATION RECOVERY (1952)
 EP0631
 EP0631'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952
 EP0631'RECOVERED IN GOOD CONDITION.
 EP0631
 EP0631                          STATION RECOVERY (1966)
 EP0631
 EP0631'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1966 (TAP)
 EP0631'TO REACH FROM THE POST OFFICE IN CORONA, GO SOUTH ON U.S. 54
 EP0631'FOR 16.6 MILES TO A DIRT ROAD ON THE RIGHT AND SIGN DIMMIT
 EP0631'BOND, TURN RIGHT, WEST, AND GO 0.7 MILES TO A RANCH HOUSE
 EP0631'ON THE RIGHT, CONTINUE WEST FROM THE HOUSE FOR 2.0 MILES TO A
 EP0631'GATE, ENTRANCE TO HARVEY RANCH, CONTINUE WEST FROM THE GATE
 EP0631'FOR 0.4 MILES TO A DIM TRACK ROAD ON THE LEFT, TURN LEFT,
 EP0631'SOUTH, AND FOLLOW DIM TRACK ROAD FOR 0.6 MILES TO A DIM TRACK
 EP0631'ROAD ON THE RIGHT, AT THE BASE OF A SMALL HILL, TURN RIGHT,
 EP0631'SOUTH, AND GO 0.1 MILES TO THE TOP OF THE HILL AND THE
 EP0631'STATION.
 EP0631
 EP0631                          STATION RECOVERY (1972)
 EP0631
 EP0631'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972 (JTD)
 EP0631'THE STATION IS LOCATED NORTH 12 DEGREES EAST, ABOUT 29 MILES
 EP0631'AIRLINE FROM CARRIZOZO, NEW MEXICO, ON THE HIGHEST PART OF A
 EP0631'LOW BARE HILL (THE TIMBER HAS BEEN CLEARED) ON THE HARVEY RANCH.
 EP0631'
 EP0631'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 380 AND
 EP0631'U.S. HIGHWAY 54 IN CARRIZOZO, NEW MEXICO, GO NORTH ON U.S.
 EP0631'HIGHWAY 54 FOR 30.1 MILES TO SIDE ROAD LEFT, THEN LEFT ON
 EP0631'SIDE ROAD FOR 0.65 MILE TO THE DIMMIT BOND RANCH HOUSE.  TAKE
 EP0631'TRACK ROAD WEST FOR 1.0 MILE TO ROAD FORK.  TAKE LEFT FORK
 EP0631'WEST FOR 1.1 MILES TO GATE (BOUNDARY OF THE HARVEY RANCH),
 EP0631'PASS THROUGH GATE AND CONTINUE WEST FOR 0.4 MILE TO ROAD
 EP0631'FORK.  TAKE LEFT FORK AND FOLLOW DIM TRACK ROAD SOUTH FOR
 EP0631'0.7 MILE.  LEAVE ROAD AND DRIVE SOUTHWEST FOR 0.05 MILE TO
 EP0631'TOP OF HILL AND STATION.
 EP0631'
 EP0631'THE STATION MARK AND REFERENCE MARKS ARE USC AND GS BRONZE
 EP0631'DISKS SET IN CONCRETE POSTS.
 EP0631'
 EP0631'STATION MARK--6 FEET NORTH OF USC AND GS WITNESS SIGN RIVETED
 EP0631'TO STEEL POST.  DISK STAMPED HARVEY 1952 (CONCRETE POST
 EP0631'IS FLUSH WITH GROUND).
 EP0631'
 EP0631'REFERENCE MARK NO. 1--DISK STAMPED HARVEY NO. 1 1952, CONCRETE
 EP0631'POST PROJECTS 0.3 FEET.  SLOPE DISTANCE TO REFERENCE MARK
 EP0631'NO. 1 = 35.97 FEET, 10.965 METERS.  ZENITH DISTANCE = 92 DEG
 EP0631'22 MIN 30 SEC.
 EP0631'
 EP0631'REFERENCE MARK NO. 2--DISK STAMPED HARVEY NO. 2 1952, CONCRETE
 EP0631'POST PROJECTS 0.3 FEET, SLOPE DISTANCE TO REFERENCE MARK
 EP0631'NO. 2 = 35.58 FEET, 10.847 METERS.  ZENITH DISTANCE = 94 DEG
 EP0631'33 MIN 27 SEC.
 EP0631'
 EP0631'THE USC AND GS AZIMUTH MARK WAS FOUND IN GOOD CONDITION.
 EP0631'IT IS A USC AND GS BRONZE DISK STAMPED HARVEY 1952, AND SET IN A
 EP0631'CONCRETE POST THAT PROJECTS 0.4 FOOT.  DIRECTION TO AZIMUTH
 EP0631'MARK WAS NOT OBSERVED IN 1972.
 EP0631'
 EP0631'STATION CERRO ET 1972 IS VISIBLE FROM THE GROUND TO SERVE AS
 EP0631'THE AZIMUTH MARK.
 EP0631'
 EP0631'ALL OBSERVATIONS MADE FROM A STANDARD TRIPOD.
 EP0631
 EP0631                          STATION RECOVERY (1975)
 EP0631
 EP0631'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (JRS)
 EP0631'THE STATION MARK, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK
 EP0631'WERE RECOVERED IN GOOD CONDITION.  THE DISTANCES TO THE
 EP0631'REFERENCE MARKS CHECKED THE 1952 DATA ADEQUATELY.  THE DIRECTIONS
 EP0631'TO REFERENCE MARK 1 AND THE AZIMUTH MARK CHECK ADEQUATELY.
 EP0631'HOWEVER, THE DIRECTION TO REFERENCE MARK 2 DID NOT CHECK BY
 EP0631'11 MINUTES.  THE DISTANCE BETWEEN THE REFERENCE MARKS DID
 EP0631'NOT CHECK, BEING 0.11 FOOT LONGER THAN THE 1952 DATA.
 EP0631'FOLLOWING IS A NEW DESCRIPTION.
 EP0631'
 EP0631'THE STATION IS ABOUT 30 MILES NORTH OF CARRIZOZO, 16 MILES
 EP0631'SOUTHWEST OF CORONA, 4 MILES WEST OF U.S. HIGHWAY 54, ON A
 EP0631'LOW, BRUSH-COVERED NORTH-SOUTH RIDGE.  STATION IS ON PROPERTY
 EP0631'OF MOZAUN CALENTINE (POSSIBLY MISSPELLED), WHO LIVES ABOUT
 EP0631'18 MILES WEST-SOUTHWEST OF THE STATION.  THE BOND RANCH MUST
 EP0631'BE CROSSED TO REACH THE STATION.  PERMISSION WAS OBTAINED
 EP0631'FROM LARRY BOND.
 EP0631'
 EP0631'TO REACH FROM THE POST OFFICE IN CORONA, GO SOUTHERLY ON
 EP0631'U.S. HIGHWAY 54 FOR 3.85 MILES TO A SIDE ROAD RIGHT AT A
 EP0631'SIGN GALLINAS LOOKOUT-12.  CONTINUE SOUTHERLY ON THE HIGHWAY
 EP0631'FOR 12.3 MILES TO A GRADED CROSSROAD AT A POWER LINE CROSSING.
 EP0631'TURN RIGHT, CROSS A CATTLE GUARD AND GO WEST FOR 0.65 MILE TO
 EP0631'THE RANCH HEADQUARTERS ON THE RIGHT.  CONTINUE WESTERLY ON
 EP0631'THE MAIN TRAVELED ROAD FOR 1.95 MILES TO A BOARD GATE IN A
 EP0631'NORTH-SOUTH FENCE.  PASS THROUGH THE GATE AND CONTINUE WEST
 EP0631'FOR 0.45 MILE TO A TRACK ROAD LEFT JUST BEFORE REACHING THE
 EP0631'CREST OF A RIDGE.  TURN LEFT AND GO SOUTH AND SOUTHEAST ON A
 EP0631'TRACK ROAD FOR 0.5 MILE TO A TRACK ROAD RIGHT IN A SMALL
 EP0631'SADDLE.  TURN RIGHT AND GO SOUTHWEST FOR 0.15 MILE TO THE TOP OF
 EP0631'A KNOLL AND THE STATION.  TO REACH THE AZIMUTH MARK FROM
 EP0631'THE STATION GO EAST FOR 0.3 MILE TO THE MARK AT THE BASE
 EP0631'OF A LOW, BRUSH COVERED NORTH-SOUTH RIDGE.
 EP0631'
 EP0631'STATION MARK IS A STANDARD DISK, STAMPED HARVEY 1952, SET
 EP0631'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH
 EP0631'WITH THE GROUND.  IT IS 7 FEET NORTHWEST OF A WITNESS POST.
 EP0631'UNDERGROUND MARK IS SET IN AN IRREGULAR MASS OF CONCRETE.
 EP0631'
 EP0631'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED HARVEY NO 1 1952,
 EP0631'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 EP0631'PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS 34.5 FEET EAST OF
 EP0631'THE WITNESS POST AND ABOUT 2 FEET LOWER THAN THE STATION.
 EP0631'
 EP0631'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED HARVEY NO 2 1952,
 EP0631'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 EP0631'PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS 30 FEET SOUTH OF
 EP0631'THE WITNESS POST AND ABOUT 3 FEET LOWER THAN THE STATION.
 EP0631'
 EP0631'AZIMUTH MARK IS A STANDARD DISK, STAMPED HARVEY 1952, SET
 EP0631'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 EP0631'6 INCHES ABOVE THE GROUND.  IT IS 1.5 FEET NORTHWEST OF A
 EP0631'WITNESS POST.
 EP0631'
 EP0631'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 EP0631'
 EP0631'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--16 MI. WSW
 EP0631'OF CORONA.
 EP0631
 EP0631                          STATION RECOVERY (1992)
 EP0631
 EP0631'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 EP0631'THE STATION IS LOCATED ABOUT 30 MI (48.3 KM) NORTH OF CARRIZOZO AND
 EP0631'ABOUT 16 MI (25.7 KM) SOUTHWEST OF CORONA ON A HILL IN PASTURELAND OF
 EP0631'THE HARRAL BROTHERS RANCH, OWNED BY JOHN MCKIBBEN, TELEPHONE
 EP0631'505-849-1086.
 EP0631'TO REACH THE STATION FROM THE INTERSECTION OF NM 55 AND US 54, ABOUT
 EP0631'16 MI (25.7 KM) NORTH OF CARRIZOZO, GO NORTH ON US 54 10.3 MI
 EP0631'(16.6 KM) TO A DIRT ROAD ON THE LEFT, 0.6 MI (1.0 KM) NORTH OF
 EP0631'MILEPOST 153. TURN LEFT, WEST, ON DIRT ROAD, CROSS CATTLEGUARD AND GO
 EP0631'0.7 MI (1.1 KM) TO A RANCH HOUSE ON THE RIGHT.  THE OCCUPANT OF THIS
 EP0631'HOUSE IS A NEIGHBOR OF THE OWNER OF THE LAND ON WHICH THE STATION IS
 EP0631'LOCATED, BUT ONE SHOULD CHECK IN HERE, AND POSSIBLY CALL JOHN
 EP0631'MCKIBBEN, THE OWNER, BEFORE PROCEEDING.  FROM THE HOUSE, CONTINUE
 EP0631'WEST ON A DIRT ROAD FOR 2.0 MI (3.2 KM) TO A GATE, WHICH MAY BE
 EP0631'LOCKED (KEY MAY BE AVAILABLE AT THE RANCH HOUSE VISITED EARLIER).
 EP0631'PASS THROUGH GATE AND CONTINUE WEST FOR 0.4 MI (0.6 KM) TO A DIM
 EP0631'TRACK ROAD ON THE LEFT.  TURN LEFT, SOUTH, ON TRACK ROAD AND GO 0.6
 EP0631'MI (1.0 KM) TO A POINT AT THE BASE OF A SMALL PARTIALLY WOODED HILL
 EP0631'ON THE RIGHT. PARK HERE AND WALK SOUTH ABOUT 100 M (328.1 FT) TO THE
 EP0631'TOP OF THE HILL AND THE STATION.
 EP0631'THE STATION IS A USCGS DISK SET IN THE TOP OF A 0.35 M (1.15 FT)
 EP0631'DIAMETER ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 EP0631'STAMPED --- HARVEY 1952 --- AND IS 1.9 M (6.2 FT) NORTH OF A
 EP0631'CARSONITE WITNESS POST. REFERENCE MARKS 1 AND 2 WERE RECOVERED BUT
 EP0631'THE DISTANCES NOT CHECKED AT THIS TIME.  BOTH REFERENCE MARKS ARE SET
 EP0631'IN THE TOP OF 0.2 M (0.7 FT) SQUARE CONCRETE POSTS THAT PROJECT 0.1 M
 EP0631'(0.3 FT) ABOVE GROUND.  THE AZIMUTH MARK WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1774 ***********************************************************************
 CX1774  DESIGNATION -  HATCH
 CX1774  PID         -  CX1774
 CX1774  STATE/COUNTY-  NM/DONA ANA
 CX1774  USGS QUAD   -  RINCON (1978)
 CX1774
 CX1774                         *CURRENT SURVEY CONTROL
 CX1774  ___________________________________________________________________
 CX1774* NAD 83(1992)-  32 41 45.40982(N)    107 03 54.58125(W)     ADJUSTED  
 CX1774* NAVD 88     -      1462.     (meters)    4797.     (feet)  VERTCON   
 CX1774  ___________________________________________________________________
 CX1774  LAPLACE CORR-          -0.79  (seconds)                    DEFLEC99
 CX1774  GEOID HEIGHT-         -23.75  (meters)                     GEOID03
 CX1774
 CX1774  HORZ ORDER  -  THIRD
 CX1774
 CX1774.The horizontal coordinates were established by classical geodetic methods
 CX1774.and adjusted by the National Geodetic Survey in December 1993..
 CX1774
 CX1774.The NAVD 88 height was computed by applying the VERTCON shift value to
 CX1774.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CX1774
 CX1774.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1774
 CX1774.The geoid height was determined by GEOID03.
 CX1774
 CX1774;                    North         East     Units Scale Factor Converg.
 CX1774;SPC NM C     -   188,328.639   423,566.885   MT  0.99997201   -0 26 25.3
 CX1774;SPC NM C     -   617,874.88  1,389,652.36   sFT  0.99997201   -0 26 25.3
 CX1774;UTM  13      - 3,619,465.608   306,404.647   MT  1.00006217   -1 06 57.3
 CX1774
 CX1774!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1774!SPC NM C     -   0.99977430  x   0.99997201  =   0.99974631
 CX1774!UTM  13      -   0.99977430  x   1.00006217  =   0.99983645
 CX1774
 CX1774:                Primary Azimuth Mark                     Grid Az
 CX1774:SPC NM C     -  GRAMA                                    026 05 20.5
 CX1774:UTM  13      -  GRAMA                                    026 45 52.5
 CX1774
 CX1774|---------------------------------------------------------------------|
 CX1774| PID    Reference Object                     Distance      Geod. Az  |
 CX1774|                                                           dddmmss.s |
 CX1774| CX1763 GRAMA                               APPROX.12.3 KM 0253855.2 |
 CX1774|---------------------------------------------------------------------|
 CX1774
 CX1774                          SUPERSEDED SURVEY CONTROL
 CX1774
 CX1774  NAD 83(1986)-  32 41 45.41599(N)    107 03 54.58668(W) AD(       ) 3
 CX1774  NAD 27      -  32 41 45.12448(N)    107 03 52.52291(W) AD(       ) 3
 CX1774  NGVD 29 (07/19/86) 1461.     (m)         4793.     (f) VERT ANG       
 CX1774
 CX1774.Superseded values are not recommended for survey control.
 CX1774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1774.See file dsdata.txt to determine how the superseded data were derived.
 CX1774
 CX1774_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS0640519466(NAD 83)
 CX1774_MARKER: DD = SURVEY DISK
 CX1774_SETTING: 80 = SET IN A BOULDER
 CX1774_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX1774+STABILITY: SURFACE MOTION
 CX1774
 CX1774  HISTORY     - Date     Condition        Report By
 CX1774  HISTORY     - 1957     MONUMENTED       USGS
 CX1774
 CX1774                          STATION DESCRIPTION
 CX1774
 CX1774'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 CX1774'LOCATED ABOUT 3.0 MI. (AIRLINE) E. OF HATCH, NEW MEXICO, AND ABOUT
 CX1774'2.0 MI. (AIRLINE) N. OF RINCON, NEW MEXICO.  ON TOP OF A PROMINENT
 CX1774'HILL ABOUT 200 FT. N. OF A MICRO WAVE STATION.
 CX1774'
 CX1774'TO REACH FROM INTERSECTION OF STATE ROAD NO. 140 AND U.S. HIGHWAY NO.
 CX1774'85 AT HATCH, NEW MEXICO, GO E. ON STATE ROAD NO. 140 4.0 MI. TO A
 CX1774'T-RD., TURN LEFT AND GO 0.8 MI. TO RINCON, NEW MEXICO, CONTINUE ON
 CX1774'MAIN TRAVELED RD. 0.9 MI. TO A Y-RD., TURN RIGHT AND GO 1.9 MI. TO
 CX1774'HIGHEST PART OF HILL AND STATION SITE.
 CX1774'
 CX1774'STATION MARK--A STANDARD TABLET CEMENTED IN A BOULDER, STAMPED
 CX1774'---HATCH 1957---, PROJECTING 0.2 FT. ABOVE GROUND.
 CX1774'
 CX1774'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI5437 ***********************************************************************
 AI5437  CBN         -  This is a Cooperative Base Network Control Station.
 AI5437  DESIGNATION -  HATCHAIR
 AI5437  PID         -  AI5437
 AI5437  STATE/COUNTY-  NM/DONA ANA
 AI5437  USGS QUAD   -  HATCH (1978)
 AI5437
 AI5437                         *CURRENT SURVEY CONTROL
 AI5437  ___________________________________________________________________
 AI5437* NAD 83(1992)-  32 41 03.62137(N)    107 09 14.75640(W)     ADJUSTED  
 AI5437* NAVD 88     -      1261.6    (meters)    4139.     (feet)  GPS OBS   
 AI5437  ___________________________________________________________________
 AI5437  X           -  -1,585,169.903 (meters)                     COMP
 AI5437  Y           -  -5,135,417.003 (meters)                     COMP
 AI5437  Z           -   3,425,215.109 (meters)                     COMP
 AI5437  LAPLACE CORR-           0.38  (seconds)                    DEFLEC99
 AI5437  ELLIP HEIGHT-        1237.81  (meters)          (05/26/00) GPS OBS
 AI5437  GEOID HEIGHT-         -23.76  (meters)                     GEOID03
 AI5437
 AI5437  HORZ ORDER  -  A
 AI5437  ELLP ORDER  -  SECOND    CLASS I
 AI5437
 AI5437.The horizontal coordinates were established by GPS observations
 AI5437.and adjusted by the National Geodetic Survey in May 2000..
 AI5437
 AI5437.The orthometric height was determined by GPS observations and a
 AI5437.high-resolution geoid model.
 AI5437
 AI5437.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5437
 AI5437.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI5437
 AI5437.The ellipsoidal height was determined by GPS observations
 AI5437.and is referenced to NAD 83.
 AI5437
 AI5437.The geoid height was determined by GEOID03.
 AI5437
 AI5437;                    North         East     Units Scale Factor Converg.
 AI5437;SPC NM C     -   187,108.989   415,216.463   MT  0.99998861   -0 29 17.7
 AI5437;SPC NM C     -   613,873.41  1,362,256.01   sFT  0.99998861   -0 29 17.7
 AI5437;UTM  13      - 3,618,344.369   298,039.572   MT  1.00010297   -1 09 49.1
 AI5437
 AI5437!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5437!SPC NM C     -   0.99980569  x   0.99998861  =   0.99979431
 AI5437!UTM  13      -   0.99980569  x   1.00010297  =   0.99990864
 AI5437
 AI5437                          SUPERSEDED SURVEY CONTROL
 AI5437
 AI5437.No superseded survey control is available for this station.
 AI5437
 AI5437_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBS9804018344(NAD 83)
 AI5437_MARKER: DD = SURVEY DISK
 AI5437_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AI5437_STAMPING: HATCHAIR GPS 1998 PS 10202
 AI5437_MARK LOGO: NMHD  
 AI5437_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI5437_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI5437+STABILITY: SURFACE MOTION
 AI5437_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5437+SATELLITE: SATELLITE OBSERVATIONS - September 05, 2002
 AI5437
 AI5437  HISTORY     - Date     Condition        Report By
 AI5437  HISTORY     - 1998     MONUMENTED       NMHD
 AI5437  HISTORY     - 20020905 GOOD             JCLS
 AI5437
 AI5437                          STATION DESCRIPTION
 AI5437
 AI5437'DESCRIBED BY NM HIGHWAY DEPT 1998 (RF)
 AI5437'THE STATION IS LOCATED ON THE NORTH EDGE OF HATCH, IN THE NORTHEAST
 AI5437'QUADRANT OF THE JUNCTION OF INTERSTATE HIGHWAY 25 AND STATE HIGHWAY
 AI5437'26.  OWNERSHIP--NEW MEXICO STATE HIGHWAY AND TRANSPORTATION DEPARTMENT
 AI5437'- RIGHT OF WAY, TELEPHONE 800-432-4269, 1120 CERRILLOS ROAD, SANTA FE
 AI5437'NM 87504.  TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE
 AI5437'HIGHWAY 25 AND STATE HIGHWAY 26 (EXIT 41) ON THE NORTH SIDE OF HATCH,
 AI5437'PROCEED TO THE NORTHEAST QUADRANT OF THE JUNCTION AND THE STATION, ON
 AI5437'TOP OF A SMALL KNOLL.  THE STATION DISK IS ATTACHED TO THE TOP OF A
 AI5437'PIPE WHICH IS EMBEDDED IN A 0.2 M (0.7 FT) DIAMETER ROUND CONCRETE
 AI5437'POST PROJECTING 0.02 M (0.07 FT) ABOVE GROUND. LOCATED 21.5 M (70.5
 AI5437'FT) NORTH OF THE CENTERLINE OF THE NORTHBOUND INTERSTATE OFF-RAMP,
 AI5437'22.2 M (72.8 FT) EAST OF THE NORTHEAST CORNER OF A CATTLE GUARD, 33.5
 AI5437'M (109.9 FT) NORTHEAST OF THE CENTER OF THE INTERSECTION OF THE
 AI5437'NORTHBOUND ON/OFF RAMPS AND THE NORTH CONTINUATION OF HIGHWAY NORTH OF
 AI5437'THE OVERPASS BRIDGE, 0.6 M (2.0 FT) SOUTH OF AN EAST-WEST FENCE AND
 AI5437'0.6 M (2.0 FT) SOUTH OF A METAL WITNESS POST.
 AI5437
 AI5437                          STATION RECOVERY (2002)
 AI5437
 AI5437'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002
 AI5437'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG7417 ***********************************************************************
 DG7417  CORS        -  This is a GPS Continuously Operating Reference Station.
 DG7417  DESIGNATION -  HATCHARPT_NM2004 CORS ARP
 DG7417  CORS_ID     -  P026
 DG7417  PID         -  DG7417
 DG7417  STATE/COUNTY-  NM/DONA ANA
 DG7417  USGS QUAD   -  HATCH (1978)
 DG7417
 DG7417                         *CURRENT SURVEY CONTROL
 DG7417  ___________________________________________________________________
 DG7417* NAD 83(CORS)-  32 39 32.24369(N)    107 11 41.50127(W)     ADJUSTED  
 DG7417* NAVD 88     -                                                        
 DG7417  ___________________________________________________________________
 DG7417  EPOCH DATE  -        2002.00
 DG7417  X           -  -1,589,272.352 (meters)                     COMP
 DG7417  Y           -  -5,135,739.911 (meters)                     COMP
 DG7417  Z           -   3,422,845.149 (meters)                     COMP
 DG7417  ELLIP HEIGHT-        1237.86  (meters)          (10/??/04) GPS OBS
 DG7417  GEOID HEIGHT-         -23.79  (meters)                     GEOID03
 DG7417
 DG7417  HORZ ORDER  -  SPECIAL (CORS)
 DG7417  ELLP ORDER  -  SPECIAL (CORS)
 DG7417
 DG7417.ITRF positions are available for this station.
 DG7417.The coordinates were established by GPS observations
 DG7417.and adjusted by the National Geodetic Survey in October 2004..
 DG7417.The coordinates are valid at the epoch date displayed above.
 DG7417.The epoch date for horizontal control is a decimal equivalence
 DG7417.of Year/Month/Day.
 DG7417
 DG7417
 DG7417.The PID for the CORS L1 Phase Center is DG7418.
 DG7417
 DG7417.The XYZ, and position/ellipsoidal ht. are equivalent.
 DG7417
 DG7417.The ellipsoidal height was determined by GPS observations
 DG7417.and is referenced to NAD 83.
 DG7417
 DG7417.The geoid height was determined by GEOID03.
 DG7417
 DG7417;                    North         East     Units Scale Factor Converg.
 DG7417;SPC NM C     -   184,327.515   411,368.686   MT  0.99999683   -0 30 35.7
 DG7417;SPC NM C     -   604,747.86  1,349,632.10   sFT  0.99999683   -0 30 35.7
 DG7417
 DG7417!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG7417!SPC NM C     -   0.99980569  x   0.99999683  =   0.99980252
 DG7417
 DG7417                          SUPERSEDED SURVEY CONTROL
 DG7417
 DG7417.No superseded survey control is available for this station.
 DG7417
 DG7417_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBS9415915608(NAD 83)
 DG7417_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DG7417
 DG7417                          STATION DESCRIPTION
 DG7417
 DG7417'DESCRIBED BY NATIONAL GEODETIC SURVEY 2004
 DG7417'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DG7417'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DG7417'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DG7417'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DG7417'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG7418 ***********************************************************************
 DG7418  CORS        -  This is a GPS Continuously Operating Reference Station.
 DG7418  DESIGNATION -  HATCHARPT_NM2004 CORS L1 PHASE CENTER
 DG7418  CORS_ID     -  P026
 DG7418  PID         -  DG7418
 DG7418  STATE/COUNTY-  NM/DONA ANA
 DG7418  USGS QUAD   -  HATCH (1978)
 DG7418
 DG7418                         *CURRENT SURVEY CONTROL
 DG7418  ___________________________________________________________________
 DG7418* NAD 83(CORS)-  32 39 32.24373(N)    107 11 41.50125(W)     ADJUSTED  
 DG7418* NAVD 88     -                                                        
 DG7418  ___________________________________________________________________
 DG7418  EPOCH DATE  -        2002.00
 DG7418  X           -  -1,589,272.379 (meters)                     COMP
 DG7418  Y           -  -5,135,739.999 (meters)                     COMP
 DG7418  Z           -   3,422,845.210 (meters)                     COMP
 DG7418  ELLIP HEIGHT-        1237.97  (meters)          (10/??/04) GPS OBS
 DG7418  GEOID HEIGHT-         -23.79  (meters)                     GEOID03
 DG7418
 DG7418  HORZ ORDER  -  SPECIAL (CORS)
 DG7418  ELLP ORDER  -  SPECIAL (CORS)
 DG7418
 DG7418.ITRF positions are available for this station.
 DG7418.The coordinates were established by GPS observations
 DG7418.and adjusted by the National Geodetic Survey in October 2004..
 DG7418.The coordinates are valid at the epoch date displayed above.
 DG7418.The epoch date for horizontal control is a decimal equivalence
 DG7418.of Year/Month/Day.
 DG7418
 DG7418
 DG7418.The PID for the CORS ARP is DG7417.
 DG7418
 DG7418.The XYZ, and position/ellipsoidal ht. are equivalent.
 DG7418
 DG7418.The ellipsoidal height was determined by GPS observations
 DG7418.and is referenced to NAD 83.
 DG7418
 DG7418.The geoid height was determined by GEOID03.
 DG7418
 DG7418;                    North         East     Units Scale Factor Converg.
 DG7418;SPC NM C     -   184,327.516   411,368.687   MT  0.99999683   -0 30 35.7
 DG7418;SPC NM C     -   604,747.86  1,349,632.10   sFT  0.99999683   -0 30 35.7
 DG7418
 DG7418!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG7418!SPC NM C     -   0.99980567  x   0.99999683  =   0.99980250
 DG7418
 DG7418                          SUPERSEDED SURVEY CONTROL
 DG7418
 DG7418.No superseded survey control is available for this station.
 DG7418
 DG7418_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBS9415915608(NAD 83)
 DG7418_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DG7418
 DG7418                          STATION DESCRIPTION
 DG7418
 DG7418'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DG7418'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DG7418'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DG7418'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DG7418'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DG7418'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG7419 ***********************************************************************
 DG7419  DESIGNATION -  HATCHARPT_NM2004 GRP
 DG7419  PID         -  DG7419
 DG7419  STATE/COUNTY-  NM/DONA ANA
 DG7419  USGS QUAD   -  HATCH (1978)
 DG7419
 DG7419                         *CURRENT SURVEY CONTROL
 DG7419  ___________________________________________________________________
 DG7419* NAD 83(CORS)-  32 39 32.24369(N)    107 11 41.50127(W)     ADJUSTED  
 DG7419* NAVD 88     -                                                        
 DG7419  ___________________________________________________________________
 DG7419  EPOCH DATE  -        2002.00
 DG7419  X           -  -1,589,272.350 (meters)                     COMP
 DG7419  Y           -  -5,135,739.903 (meters)                     COMP
 DG7419  Z           -   3,422,845.144 (meters)                     COMP
 DG7419  LAPLACE CORR-           0.09  (seconds)                    DEFLEC99
 DG7419  ELLIP HEIGHT-        1237.85  (meters)          (10/??/04) GPS OBS
 DG7419  GEOID HEIGHT-         -23.79  (meters)                     GEOID03
 DG7419
 DG7419  HORZ ORDER  -  A
 DG7419  ELLP ORDER  -  FOURTH    CLASS I
 DG7419
 DG7419.ITRF positions are available for this station.
 DG7419.The horizontal coordinates were established by GPS observations
 DG7419.and adjusted by the National Geodetic Survey in October 2004..
 DG7419.The horizontal coordinates are valid at the epoch date displayed above.
 DG7419.The epoch date for horizontal control is a decimal equivalence
 DG7419.of Year/Month/Day.
 DG7419
 DG7419
 DG7419.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG7419
 DG7419.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG7419
 DG7419.The ellipsoidal height was determined by GPS observations
 DG7419.and is referenced to NAD 83.
 DG7419
 DG7419.The geoid height was determined by GEOID03.
 DG7419
 DG7419;                    North         East     Units Scale Factor Converg.
 DG7419;SPC NM C     -   184,327.515   411,368.686   MT  0.99999683   -0 30 35.7
 DG7419;SPC NM C     -   604,747.86  1,349,632.10   sFT  0.99999683   -0 30 35.7
 DG7419;UTM  13      - 3,615,608.100   294,158.821   MT  1.00012249   -1 11 05.4
 DG7419
 DG7419!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG7419!SPC NM C     -   0.99980569  x   0.99999683  =   0.99980252
 DG7419!UTM  13      -   0.99980569  x   1.00012249  =   0.99992815
 DG7419
 DG7419                          SUPERSEDED SURVEY CONTROL
 DG7419
 DG7419.No superseded survey control is available for this station.
 DG7419
 DG7419_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBS9415915608(NAD 83)
 DG7419_STAMPING: UNKNOWN
 DG7419'THIS MONUMENT IS ASSOCIATED WITH CORS SITE 'P026'
 DG7419'LATEST INFORMATION INCLUDING POSITIONS AND VELOCITIES
 DG7419'ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DG7419'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DG7419'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DG7419'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
 DG7419'
 DG7419' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CF0271 ***********************************************************************
 CF0271  DESIGNATION -  HATCHER
 CF0271  PID         -  CF0271
 CF0271  STATE/COUNTY-  NM/GRANT
 CF0271  USGS QUAD   -  HAT TOP MOUNTAIN (1964)
 CF0271
 CF0271                         *CURRENT SURVEY CONTROL
 CF0271  ___________________________________________________________________
 CF0271* NAD 83(1992)-  31 59 47.73860(N)    108 13 25.17630(W)     ADJUSTED  
 CF0271* NAVD 88     -      1676.     (meters)    5499.     (feet)  SCALED    
 CF0271  ___________________________________________________________________
 CF0271  LAPLACE CORR-           2.23  (seconds)                    DEFLEC99
 CF0271  GEOID HEIGHT-         -24.92  (meters)                     GEOID03
 CF0271
 CF0271  HORZ ORDER  -  FIRST
 CF0271
 CF0271.The horizontal coordinates were established by classical geodetic methods
 CF0271.and adjusted by the National Geodetic Survey in December 1993..
 CF0271
 CF0271.The orthometric height was scaled from a topographic map.
 CF0271
 CF0271.The Laplace correction was computed from DEFLEC99 derived deflections.
 CF0271
 CF0271.The geoid height was determined by GEOID03.
 CF0271
 CF0271;                    North         East     Units Scale Factor Converg.
 CF0271;SPC NM W     -   110,557.795   793,118.383   MT  0.99993344   -0 12 24.6
 CF0271;SPC NM W     -   362,721.70  2,602,089.23   sFT  0.99993344   -0 12 24.6
 CF0271;UTM  12      - 3,543,427.070   762,295.183   MT  1.00044855   +1 28 19.0
 CF0271
 CF0271!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CF0271!SPC NM W     -   0.99974085  x   0.99993344  =   0.99967430
 CF0271!UTM  12      -   0.99974085  x   1.00044855  =   1.00018928
 CF0271
 CF0271:                Primary Azimuth Mark                     Grid Az
 CF0271:SPC NM W     -  GAGE LARGEST TANK                        036 55 21.6
 CF0271:UTM  12      -  GAGE LARGEST TANK                        035 14 38.0
 CF0271
 CF0271|---------------------------------------------------------------------|
 CF0271| PID    Reference Object                     Distance      Geod. Az  |
 CF0271|                                                           dddmmss.s |
 CF0271| CY0971 GAGE LARGEST TANK                   APPROX.23.7 KM 0364257.0 |
 CF0271| CY0981 SHARP PEAK CAIRN                    APPROX. 7.4 KM 0613127.1 |
 CF0271| CC6647 HATCHER RM 1                          9.803 METERS 09210     |
 CF0271| CC6648 HATCHER RM 2                          7.011 METERS 18833     |
 CF0271| CY0984 PEAK CAIRN                          APPROX. 4.7 KM 3272344.6 |
 CF0271|---------------------------------------------------------------------|
 CF0271
 CF0271                          SUPERSEDED SURVEY CONTROL
 CF0271
 CF0271  NAD 83(1986)-  31 59 47.73590(N)    108 13 25.17356(W) AD(       ) 1
 CF0271  NAD 27      -  31 59 47.40104(N)    108 13 23.02757(W) AD(       ) 1
 CF0271
 CF0271.Superseded values are not recommended for survey control.
 CF0271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0271.See file dsdata.txt to determine how the superseded data were derived.
 CF0271
 CF0271_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RYA6229543427(NAD 83)
 CF0271_MARKER: DS = TRIANGULATION STATION DISK
 CF0271_SETTING: 80 = SET IN A BOULDER
 CF0271_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 CF0271
 CF0271  HISTORY     - Date     Condition        Report By
 CF0271  HISTORY     - 1939     MONUMENTED       CGS
 CF0271
 CF0271                          STATION DESCRIPTION
 CF0271
 CF0271'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FGJ)
 CF0271'STATION IS ON THE HIGHEST POINT OF A RIDGED HILL WHICH RUNS
 CF0271'E AND W.  IT IS 0.25 MILE W OF THE GRANT-LUNA COUNTY LINE
 CF0271'AND ON THE WESTERN SIDE OF THE CEDAR MOUNTAINS.
 CF0271'
 CF0271'STATION MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL HOLE
 CF0271'IN A BOULDER AS DESCRIBED.  REFERENCE MARKS ARE STANDARD
 CF0271'BRONZE DISKS IN A BOULDER AS DESCRIBED.
 CF0271'
 CF0271'REACHED VIA THE HACHITA ROAD AT A POINT 8.9 MILES S OF ITS
 CF0271'INTERSECTION WITH U.S. HIGHWAY 80 BY GOING E ON THE GRADED
 CF0271'ROAD FOR 5.2 MILES TO THE END OF THE GRADED PORTION AT AN
 CF0271'ADOBE RANCH HOUSE.  HERE TAKE THE RIGHT FORK AND FOLLOW THE
 CF0271'MAIN-TRAVELED TRACK ROAD SOUTHEASTERLY TO A FENCE LINE AND THEN
 CF0271'SOUTHERLY ALONG FENCE LINE FOR 3.9 MILES TO THE HATCHER
 CF0271'RANCH.  CONTINUE S FOR 0.4 MILE, GO THROUGH GATE AND CONTINUE S
 CF0271'FOR 0.5 MILE TO ANOTHER GATE, CORRALS AND WINDMILL.  GO
 CF0271'THROUGH WIRE GATE THENCE IMMEDIATELY RIGHT THROUGH BOARD GATE
 CF0271'AND INTO THE PASTURE.  (STATION IS ON THE HIGH HILL TO
 CF0271'THE S.) CONTINUE S CROSS COUNTRY THENCE WORK TRUCK
 CF0271'THROUGH THE ROCKS AND AS FAR UP THE SLOPE AS PRACTICAL.  IT
 CF0271'IS ABOUT A TWENTY-MINUTE PACK TO THE STATION.
 CF0271'
 CF0271'REFERENCE MARK NO. 1 IS E OF THE STATION AND AT THE SAME
 CF0271'ELEVATION.  REFERENCE MARK NO. 2 IS SW AND AT THE SAME
 CF0271'ELEVATION.  STATION G.L.O. (T 26 S, S 24, 25, 19, 30) WAS USED
 CF0271'AS THE AZIMUTH.  IT IS ABOUT 2 MILES, AIRLINE, N OF THE STATION
 CF0271'AT THE RANCH HOUSE.  IT IS ABOUT 400 FEET LOWER IN ELEVATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CF0275 ***********************************************************************
 CF0275  DESIGNATION -  HATCHITA AIRPORT BEACON
 CF0275  PID         -  CF0275
 CF0275  STATE/COUNTY-  NM/GRANT
 CF0275  USGS QUAD   -  HACHITA (1982)
 CF0275
 CF0275                         *CURRENT SURVEY CONTROL
 CF0275  ___________________________________________________________________
 CF0275* NAD 83(1992)-  31 55 06.99763(N)    108 19 42.52006(W)     ADJUSTED  
 CF0275* NAVD 88     -                                                        
 CF0275  ___________________________________________________________________
 CF0275  LAPLACE CORR-           0.94  (seconds)                    DEFLEC99
 CF0275  GEOID HEIGHT-         -25.16  (meters)                     GEOID03
 CF0275
 CF0275  HORZ ORDER  -  THIRD
 CF0275
 CF0275.The horizontal coordinates were established by classical geodetic methods
 CF0275.and adjusted by the National Geodetic Survey in December 1993..
 CF0275
 CF0275
 CF0275.The Laplace correction was computed from DEFLEC99 derived deflections.
 CF0275
 CF0275.The geoid height was determined by GEOID03.
 CF0275
 CF0275;                    North         East     Units Scale Factor Converg.
 CF0275;SPC NM W     -   101,951.630   783,174.605   MT  0.99994370   -0 15 42.5
 CF0275;SPC NM W     -   334,486.31  2,569,465.35   sFT  0.99994370   -0 15 42.5
 CF0275;UTM  12      - 3,534,529.343   752,602.862   MT  1.00038701   +1 24 47.6
 CF0275
 CF0275                          SUPERSEDED SURVEY CONTROL
 CF0275
 CF0275  NAD 83(1992)-  31 55 06.99575(N)    108 19 42.51904(W) AD(       ) 4
 CF0275  NAD 83(1986)-  31 55 06.99615(N)    108 19 42.51964(W) AD(       ) 4
 CF0275  NAD 27      -  31 55 06.65382(N)    108 19 40.36604(W) AD(       ) 3
 CF0275
 CF0275.Superseded values are not recommended for survey control.
 CF0275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0275.See file dsdata.txt to determine how the superseded data were derived.
 CF0275
 CF0275_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RYA5260334529(NAD 83)
 CF0275_MARKER: 22 = AIRWAY BEACON
 CF0275
 CF0275  HISTORY     - Date     Condition        Report By
 CF0275  HISTORY     - 1939     FIRST OBSERVED   CGS
 CF0275
 CF0275                          STATION DESCRIPTION
 CF0275
 CF0275'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FGJ)
 CF0275'BEACON 29 B IS LOCATED ON THE NE CORNER OF THE HACHITA LANDING
 CF0275'FIELD.  IT IS ABOUT 0.5 MILE W OF THE SETTLEMENT OF HACHITA,
 CF0275'ABOUT 500 FEET S OF THE SOUTHERN PACIFIC RAILROAD TRACKS AND
 CF0275'JUST S OF AN E-W GRADED ROAD.
 CF0275'
 CF0275'THE BEACON IS A STANDARD FLASHING TYPE, OF ONE REVOLVING CLEAR
 CF0275'LIGHT, A GREEN LIGHT WHICH FLASHES DASH DASH DOT TO THE E AND
 CF0275'W, AND RED BLINKERS FLASH TO THE N AND S.
 CF0275'
 CF0275'THE BEACON IS ON THE EL PASO-PHOENIX ROUTE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CF0276 ***********************************************************************
 CF0276  DESIGNATION -  HATCHITA RAILROAD WATER TANK
 CF0276  PID         -  CF0276
 CF0276  STATE/COUNTY-  NM/GRANT
 CF0276  USGS QUAD   -  HACHITA (1982)
 CF0276
 CF0276                         *CURRENT SURVEY CONTROL
 CF0276  ___________________________________________________________________
 CF0276* NAD 83(1992)-  31 55 09.36759(N)    108 19 21.50497(W)     ADJUSTED  
 CF0276* NAVD 88     -                                                        
 CF0276  ___________________________________________________________________
 CF0276  LAPLACE CORR-           1.09  (seconds)                    DEFLEC99
 CF0276  GEOID HEIGHT-         -25.16  (meters)                     GEOID03
 CF0276
 CF0276  HORZ ORDER  -  THIRD
 CF0276
 CF0276.The horizontal coordinates were established by classical geodetic methods
 CF0276.and adjusted by the National Geodetic Survey in December 1993..
 CF0276
 CF0276
 CF0276.The Laplace correction was computed from DEFLEC99 derived deflections.
 CF0276
 CF0276.The geoid height was determined by GEOID03.
 CF0276
 CF0276;                    North         East     Units Scale Factor Converg.
 CF0276;SPC NM W     -   102,022.116   783,726.990   MT  0.99994306   -0 15 31.4
 CF0276;SPC NM W     -   334,717.56  2,571,277.63   sFT  0.99994306   -0 15 31.4
 CF0276;UTM  12      - 3,534,615.984   753,153.196   MT  1.00039044   +1 24 58.8
 CF0276
 CF0276                          SUPERSEDED SURVEY CONTROL
 CF0276
 CF0276  NAD 83(1992)-  31 55 09.36459(N)    108 19 21.50298(W) AD(       ) 4
 CF0276  NAD 83(1986)-  31 55 09.36460(N)    108 19 21.50305(W) AD(       ) 4
 CF0276  NAD 27      -  31 55 09.02335(N)    108 19 19.35041(W) AD(       ) 3
 CF0276
 CF0276.Superseded values are not recommended for survey control.
 CF0276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0276.See file dsdata.txt to determine how the superseded data were derived.
 CF0276
 CF0276_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RYA5315334616(NAD 83)
 CF0276_MARKER: 51 = TANK
 CF0276
 CF0276  HISTORY     - Date     Condition        Report By
 CF0276  HISTORY     - 1938     FIRST OBSERVED   CGS
 CF0276  HISTORY     - 20040906 GOOD             GEOCAC
 CF0276
 CF0276                          STATION DESCRIPTION
 CF0276
 CF0276'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1807 ***********************************************************************
 CX1807  DESIGNATION -  HAWK
 CX1807  PID         -  CX1807
 CX1807  STATE/COUNTY-  NM/DONA ANA
 CX1807  USGS QUAD   -  ROUGH AND READY HILL (1985)
 CX1807
 CX1807                         *CURRENT SURVEY CONTROL
 CX1807  ___________________________________________________________________
 CX1807* NAD 83(1992)-  32 23 18.69058(N)    107 00 23.96608(W)     ADJUSTED  
 CX1807* NAVD 88     -      1505.     (meters)    4938.     (feet)  SCALED    
 CX1807  ___________________________________________________________________
 CX1807  LAPLACE CORR-          -0.50  (seconds)                    DEFLEC99
 CX1807  GEOID HEIGHT-         -23.85  (meters)                     GEOID03
 CX1807
 CX1807  HORZ ORDER  -  FIRST
 CX1807
 CX1807.The horizontal coordinates were established by classical geodetic methods
 CX1807.and adjusted by the National Geodetic Survey in December 1993..
 CX1807
 CX1807.The orthometric height was scaled from a topographic map.
 CX1807
 CX1807.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1807
 CX1807.The geoid height was determined by GEOID03.
 CX1807
 CX1807;                    North         East     Units Scale Factor Converg.
 CX1807;SPC NM C     -   154,198.160   428,810.452   MT  0.99996248   -0 24 19.2
 CX1807;SPC NM C     -   505,898.46  1,406,855.62   sFT  0.99996248   -0 24 19.2
 CX1807;UTM  13      - 3,585,273.061   311,247.537   MT  1.00003936   -1 04 30.7
 CX1807
 CX1807!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1807!SPC NM C     -   0.99976756  x   0.99996248  =   0.99973004
 CX1807!UTM  13      -   0.99976756  x   1.00003936  =   0.99980691
 CX1807
 CX1807:                Primary Azimuth Mark                     Grid Az
 CX1807:SPC NM C     -  HAWK AZ MK                               127 05 39.8
 CX1807:UTM  13      -  HAWK AZ MK                               127 45 51.3
 CX1807
 CX1807|---------------------------------------------------------------------|
 CX1807| PID    Reference Object                     Distance      Geod. Az  |
 CX1807|                                                           dddmmss.s |
 CX1807| CC6649 HAWK AZ MK                                         1264120.6 |
 CX1807| CC6650 HAWK RM 1                             6.222 METERS 15317     |
 CX1807| CC6651 HAWK RM 2                             6.507 METERS 30044     |
 CX1807|---------------------------------------------------------------------|
 CX1807
 CX1807                          SUPERSEDED SURVEY CONTROL
 CX1807
 CX1807  NAD 83(1986)-  32 23 18.69636(N)    107 00 23.96839(W) AD(       ) 1
 CX1807  NAD 27      -  32 23 18.37532(N)    107 00 21.92343(W) AD(       ) 1
 CX1807
 CX1807.Superseded values are not recommended for survey control.
 CX1807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1807.See file dsdata.txt to determine how the superseded data were derived.
 CX1807
 CX1807_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR1124885273(NAD 83)
 CX1807_MARKER: DS = TRIANGULATION STATION DISK
 CX1807_SETTING: 66 = SET IN ROCK OUTCROP
 CX1807
 CX1807  HISTORY     - Date     Condition        Report By
 CX1807  HISTORY     - 1936     MONUMENTED       CGS
 CX1807  HISTORY     - 1940     GOOD             USGS
 CX1807  HISTORY     - 1953     GOOD             CGS
 CX1807
 CX1807                          STATION DESCRIPTION
 CX1807
 CX1807'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (WRP)
 CX1807'ABOUT 14.5 MILES WEST-NORTHWEST OF LAS CRUCES, ON A CONICAL
 CX1807'SHAPED HILL WHICH IS COVERED WITH ROCKS AND GRASS AND ON THE
 CX1807'EASTERN EDGE OF A RANGE OF HILLS RUNNING NORTHEAST AND SOUTHWEST.
 CX1807'TO REACH THE STATION, GO WEST 7.65 MILES ON U.S. HIGHWAY 80
 CX1807'FROM THE JUNCTION OF U.S. HIGHWAYS 80 AND 85 AT THE WEST EDGE
 CX1807'OF LAS CRUCES, TURN RIGHT AND GO 6 MILES TO CORROLITAS RANCH,
 CX1807'AND FOLLOW A TRACK ROAD NORTHWARD 5.4 MILES TO THE HAWKENS
 CX1807'RANCH FROM WHICH THE STATION CAN BE SEEN 1.5 MILES TOWARD THE
 CX1807'NORTHWEST AT A MAGNETIC BEARING OF 296 DEG.  THE STATION AND
 CX1807'REFERENCE MARKS ARE STANDARD DISKS SET IN ROCK.
 CX1807'REFERENCE MARK NO. 1 IS 6.222 METERS (20.41
 CX1807'FEET) FROM THE STATION S 26 DEG 43 MIN E AND NO.
 CX1807'2 IS 6.507 METERS (21.35 FEET) FROM THE STATION
 CX1807'N 59 DEG 16 MIN W.  THE AZIMUTH MARK, A STANDARD DISK SET IN
 CX1807'CONCRETE, IS ABOUT 200 FEET WEST OF
 CX1807'THE RANCH HOUSE, 12 FEET NORTH OF A TRACK ROAD, 2 FEET WEST OF A
 CX1807'FENCH LINE WHICH IS AT THE WEST EDGE OF THE HAWKENS RANCH
 CX1807'YARD, AND APPROXIMATELY 1.0 MILE FROM THE STATION
 CX1807'S 53 DEG 19 MIN E.  THE FOLLOWING DISTANCES AND BEARINGS ARE
 CX1807'FROM THE STATION--HAWKENS RANCH, WINDMILL, APPROXIMATELY
 CX1807'1.0 MILE, S 54 DEG 52 MIN E.  CORROLITAS RANCH,
 CX1807'WINDMILL, APPROXIMATELY 4.5 MILES, S 01 DEG 52 MIN E.
 CX1807
 CX1807                          STATION RECOVERY (1940)
 CX1807
 CX1807'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1940 (TTR)
 CX1807'STATION MARK--STANDARD USC AND GS STATION DISK SET IN ROCK.
 CX1807
 CX1807                          STATION RECOVERY (1953)
 CX1807
 CX1807'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (LWQ)
 CX1807'THE STATION WAS RECOVERED AS DESCRIBED.  DESCRIPTION ADEQUATE.
 CX1807'ALL MARKS WERE FOUND IN GOOD CONDITION.  DISTANCES TO REFERENCE
 CX1807'MARKS WERE NOT CHECKED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS1204 ***********************************************************************
 DS1204  DESIGNATION -  HAYFIELD TARGET
 DS1204  PID         -  DS1204
 DS1204  STATE/COUNTY-  NM/LINCOLN
 DS1204  USGS QUAD   -  MOUND SPRINGS (1982)
 DS1204
 DS1204                         *CURRENT SURVEY CONTROL
 DS1204  ___________________________________________________________________
 DS1204* NAD 83(1992)-  33 24 05.13234(N)    106 18 56.80117(W)     ADJUSTED  
 DS1204* NAVD 88     -      1301.00   (+/-2cm)    4268.4    (feet)  VERTCON   
 DS1204  ___________________________________________________________________
 DS1204  LAPLACE CORR-           0.89  (seconds)                    DEFLEC99
 DS1204  GEOID HEIGHT-         -22.35  (meters)                     GEOID03
 DS1204
 DS1204  HORZ ORDER  -  FIRST
 DS1204  VERT ORDER  -  THIRD ? (See Below)
 DS1204
 DS1204.The horizontal coordinates were established by classical geodetic methods
 DS1204.and adjusted by the National Geodetic Survey in December 1993..
 DS1204
 DS1204.The NAVD 88 height was computed by applying the VERTCON shift value to
 DS1204.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DS1204.The vertical order pertains to the NGVD 29 superseded value.
 DS1204
 DS1204.The Laplace correction was computed from DEFLEC99 derived deflections.
 DS1204
 DS1204.The geoid height was determined by GEOID03.
 DS1204
 DS1204;                    North         East     Units Scale Factor Converg.
 DS1204;SPC NM C     -   266,270.354   493,881.424   MT  0.99990046   -0 02 10.4
 DS1204;SPC NM C     -   873,588.65  1,620,342.64   sFT  0.99990046   -0 02 10.4
 DS1204;UTM  13      - 3,696,563.985   377,640.845   MT  0.99978458   -0 43 27.9
 DS1204
 DS1204!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS1204!SPC NM C     -   0.99979930  x   0.99990046  =   0.99969978
 DS1204!UTM  13      -   0.99979930  x   0.99978458  =   0.99958392
 DS1204
 DS1204|---------------------------------------------------------------------|
 DS1204| PID    Reference Object                     Distance      Geod. Az  |
 DS1204|                                                           dddmmss.s |
 DS1204| CD3004 HAYFIELD TARGET RM 2                 19.095 METERS 08202     |
 DS1204| CD3002 HAYFIELD TARGET AZ MK                              1261933.3 |
 DS1204| CD3003 HAYFIELD TARGET RM 1                 15.088 METERS 32525     |
 DS1204|---------------------------------------------------------------------|
 DS1204
 DS1204                          SUPERSEDED SURVEY CONTROL
 DS1204
 DS1204  NAD 83(1986)-  33 24 05.13939(N)    106 18 56.80375(W) AD(       ) 1
 DS1204  NAD 27      -  33 24 04.86787(N)    106 18 54.79161(W) AD(       ) 1
 DS1204  NGVD 29 (07/19/86) 1300.36   (m)         4266.3    (f) LEVELING    3  
 DS1204
 DS1204.Superseded values are not recommended for survey control.
 DS1204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS1204.See file dsdata.txt to determine how the superseded data were derived.
 DS1204
 DS1204_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS7764196564(NAD 83)
 DS1204_MARKER: DS = TRIANGULATION STATION DISK
 DS1204_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS1204_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DS1204
 DS1204  HISTORY     - Date     Condition        Report By
 DS1204  HISTORY     - 1967     MONUMENTED       CGS
 DS1204
 DS1204                          STATION DESCRIPTION
 DS1204
 DS1204'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (JWC)
 DS1204'THE STATION IS ABOUT 28 MILES NORTHWEST OF TULAROSA, 17 MILES
 DS1204'WEST-SOUTHWEST OF OSCURO, 15 MILES WEST-NORTHWEST OF THREE RIVERS,
 DS1204'1 MILE NORTH OF THE LINCOLN-OTERO COUNTY LINE AND ON THE DESERT
 DS1204'FLOOR.
 DS1204'
 DS1204'A NEW STATION MARK WAS SET AND THE ORIGINAL POSITION OF THE OLD
 DS1204'MARK WAS HELD.
 DS1204'
 DS1204'TO REACH THE STATION FROM THE POST OFFICE IN TULAROSA, GO WEST ON
 DS1204'HIGUERA STREET FOR 1.25 MILES TO A T-INTERSECTION JUST AFTER
 DS1204'CROSSING A RAILROAD TRACK.  TURN RIGHT AND GO NORTH ON A GRAVELED
 DS1204'ROAD FOR 0.25 MILES TO A FORK.  TAKE THE LEFT FORK AND GO WEST ON
 DS1204'A GRAVELED ROAD FOR 6.5 MILES TO A CROSSROADS AT A GUARD SHACK.
 DS1204'TURN RIGHT AND GO NORTH AND NORTHWEST ON A GRAVELED ROAD FOR 12
 DS1204'MILES TO A SIDE ROAD ON THE LEFT.  CONTINUE NORTHWEST FOR 3.9
 DS1204'MILES TO A SIDE ROAD ON THE LEFT.  CONTINUE NORTHERLY FOR 8.4 MILES
 DS1204'TO A FORK AND TRIANGULATION STATION ARMY 7 IN THE NORTHWEST
 DS1204'ANGLE.  TAKE THE LEFT FORK AND GO WEST ON A DIRT ROAD FOR 3.1
 DS1204'MILES TO THE AZIMUTH MARK ON THE RIGHT AT A DIM SIDE ROAD RIGHT.
 DS1204'CONTINUE WESTERLY FOR 0.2 MILE TO A SIDE ROAD LEFT AT A POINT WHERE
 DS1204'A TELEPHONE LINE CROSSES THE ROAD.  TURN LEFT AND GO
 DS1204'SOUTHWESTRLY FOR 0.1 MILE TO THE STATION ON THE LEFT.
 DS1204'
 DS1204'THE STATION MARK IS A STANDARD DISK STAMPED HAYFIELD TARGET WSPG 1967,
 DS1204'SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER THAT
 DS1204'PROJECTS 3 INCHES.  IT IS 165 FEET SOUTH OF THE CENTERLINE OF THE
 DS1204'ROAD, 49 FEET SOUTH OF A WOOD POST, 10 INCHES IN DIAMETER THAT
 DS1204'PROJECTS 3 FEET AND 6.1 FEET SOUTHWEST OF A WITNESS POST.
 DS1204'
 DS1204'REFERENCE MARK 1 IS A BRONZE DISK OF THE WHITE SANDS PROVING
 DS1204'GROUNDS STAMPED HAYFIELD TARGET RM 1, SET IN THE TOP OF A ROUND
 DS1204'CONCRETE POST, 12 INCHES IN DIAMETER THAT PROJECTS 10 INCHES ABOVE
 DS1204'THE SURFACE OF THE GROUND.  IT IS 117 FEET SOUTH OF THE CENTERLINE
 DS1204'OF THE ROAD, 46.5 FEET NORTH OF THE WITNESS POST AND 3.5 FEET
 DS1204'EAST OF THE WOOD POST.
 DS1204'
 DS1204'REFERENCE MARK 2 IS A BRONZE DISK OF THE WHITE SANDS PROVING GROUNDS
 DS1204'STAMPED HAYFIELD TARGET RM 2, SET IN THE TOP OF A ROUND CONCRETE
 DS1204'POST, 12 INCHES IN DIAMETER THAT PROJECTS 3 INCHES ABOVE THE
 DS1204'SURFACE OF THE GROUND.  IT IS 160 FEET SOUTH OF THE CENTERLINE OF
 DS1204'THE ROAD, 86 FEET SOUTHEAST OF THE WOOD POST AND 58 FEET EAST OF
 DS1204'THE WITNESS POST.
 DS1204'
 DS1204'THE AZIMUTH MARK IS A STANDARD DISK STAMPED HAYFIELD TARGET WSPG
 DS1204'1967, SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER
 DS1204'THAT PROJECTS 5 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 56
 DS1204'FEET EAST OF THE CENTERLINE OF THE DIRT ROAD, 2.4 FEET SOUTH OF
 DS1204'THE WITNESS POST AND 1.7 FEET NORTH OF A TELEPHONE POLE.
 DS1204'
 DS1204'THE DISTANCE BETWEEN REFERENCE MARKS WAS NOT MEASURED DUE TO
 DS1204'OBSTRUCTIONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0788 ***********************************************************************
 CW0788  DESIGNATION -  HAYHURST
 CW0788  PID         -  CW0788
 CW0788  STATE/COUNTY-  NM/EDDY
 CW0788  USGS QUAD   -  SERPENTINE BENDS (1979)
 CW0788
 CW0788                         *CURRENT SURVEY CONTROL
 CW0788  ___________________________________________________________________
 CW0788* NAD 83(1992)-  32 08 40.44160(N)    104 37 04.97978(W)     ADJUSTED  
 CW0788* NAVD 88     -      1898.     (meters)    6227.     (feet)  SCALED    
 CW0788  ___________________________________________________________________
 CW0788  LAPLACE CORR-          -8.72  (seconds)                    DEFLEC99
 CW0788  GEOID HEIGHT-         -22.97  (meters)                     GEOID03
 CW0788
 CW0788  HORZ ORDER  -  FIRST
 CW0788
 CW0788.The horizontal coordinates were established by classical geodetic methods
 CW0788.and adjusted by the National Geodetic Survey in December 1993..
 CW0788
 CW0788.The orthometric height was scaled from a topographic map.
 CW0788
 CW0788.The Laplace correction was computed from DEFLEC99 derived deflections.
 CW0788
 CW0788.The geoid height was determined by GEOID03.
 CW0788
 CW0788;                    North         East     Units Scale Factor Converg.
 CW0788;SPC NM E     -   126,932.849   138,140.926   MT  0.99991798   -0 09 05.4
 CW0788;SPC NM E     -   416,445.52    453,217.35   sFT  0.99991798   -0 09 05.4
 CW0788;UTM  13      - 3,556,523.930   536,020.620   MT  0.99961600   +0 12 11.6
 CW0788
 CW0788!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CW0788!SPC NM E     -   0.99970573  x   0.99991798  =   0.99962374
 CW0788!UTM  13      -   0.99970573  x   0.99961600  =   0.99932184
 CW0788
 CW0788|---------------------------------------------------------------------|
 CW0788| PID    Reference Object                     Distance      Geod. Az  |
 CW0788|                                                           dddmmss.s |
 CW0788| CH9538 HAYHURST RM 1                         5.990 METERS 18606     |
 CW0788| CW0799 PICKETT                             APPROX.19.7 KM 2760943.2 |
 CW0788| CH9539 HAYHURST RM 2                        13.898 METERS 30430     |
 CW0788|---------------------------------------------------------------------|
 CW0788
 CW0788                          SUPERSEDED SURVEY CONTROL
 CW0788
 CW0788  NAD 83(1986)-  32 08 40.44285(N)    104 37 04.97754(W) AD(       ) 1
 CW0788  NAD 27      -  32 08 40.03400(N)    104 37 03.15700(W) AD(       ) 1
 CW0788
 CW0788.Superseded values are not recommended for survey control.
 CW0788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0788.See file dsdata.txt to determine how the superseded data were derived.
 CW0788
 CW0788_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SER3602156524(NAD 83)
 CW0788_MARKER: DD = SURVEY DISK
 CW0788_SETTING: 66 = SET IN ROCK OUTCROP
 CW0788
 CW0788  HISTORY     - Date     Condition        Report By
 CW0788  HISTORY     - 1943     MONUMENTED       CGS
 CW0788  HISTORY     - 1944     GOOD             CGS
 CW0788
 CW0788                          STATION DESCRIPTION
 CW0788
 CW0788'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (EHB)
 CW0788'STATION IS LOCATED ABOUT 31.0 MILES (AIRLINE) SW OF CARLSBAD,
 CW0788'ABOUT 3.5 MILES (AIRLINE) S OF THE X BAR RANCH, 0.75 MILE
 CW0788'E OF A LARGE STEEL WATER TANK IN CANYON, ON THE SUMMIT OF A
 CW0788'FLAT-TOPPED WOODED HILL ON THE E SIDE OF PUTNAM CANYON.
 CW0788'
 CW0788'STATION IS ON HIGHEST POINT OF FLAT-TOP WOODED HILL THAT
 CW0788'BREAKS OFF INTO DEEP CANYONS ON ALL SIDES.  A BRONZE STATION
 CW0788'DISK SET IN ROCK OUTCROP FLUSH WITH THE GROUND.  STAMPED
 CW0788'HAYHURST 19439
 CW0788'
 CW0788'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN ROCK
 CW0788'OUTCROP FLUSH WITH THE GROUND.  STAMPED HAYHURST NO 1 1943.
 CW0788'
 CW0788'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN ROCK
 CW0788'OUTCROP FLUSH WITH THE GROUND.  STAMPED HAYHURST NO 2 1943.
 CW0788'
 CW0788'STATION DOUBLE SERVES AS AN AZIMUTH MARK.
 CW0788'
 CW0788'TO REACH FROM THE COURTHOUSE IN CARLSBAD, GO N ON U.S. HIGHWAY
 CW0788'285 FOR 12.0 MILES TO A SERVICE STATION ON LEFT AND A SIDE
 CW0788'ROAD TO THE W TO EL PASO GAP.  GO W ON MAIN-TRAVELED GRAVEL
 CW0788'ROAD FOR 24.6 MILES TO FORKS, TAKE LEFT FORK AND GO 6.9 MILES
 CW0788'TO ANOTHER FORK (RIGHT FORK GOES TO EL PASO GAP), TAKE LEFT
 CW0788'FORK PAST THE X BAR AND GO 2.9 MILES TO AN ABANDONED CCC CAMP.
 CW0788'FROM HERE PACK E THROUGH GAP AND E DOWN DRAW.  FOLLOW TRAIL
 CW0788'TO A GATE, THENCE STRAIGHT AHEAD FOR ABOUT 0.1 MILE TO THE
 CW0788'CANYON COMING FROM THE RIGHT OR S, TURN RIGHT AND FOLLOW OLD
 CW0788'ROAD OR TRAIL UP THE CANYON FOR ABOUT 1.5 MILES TO THE SITE
 CW0788'OF OLD RANCH BUILDINGS AND CORRAL.  KEEP TO RIGHT OF OLD
 CW0788'RUINS THEN BEAR TO THE LEFT AROUND POINT OF RIDGE TO THE
 CW0788'SUMMIT AND A GATE IN THE NATIONAL FOREST FENCE.  PASS THROUGH
 CW0788'GATE AND FOLLOW TRAIL E DOWN GRADE TO A CANYON.  TURN
 CW0788'RIGHT AND FOLLOW WINDING CANYON SE, PASSING TO RIGHT OF
 CW0788'LONG LOW TIN SHED.  CONTINUE UP CANYON TO FORKS OF THREE
 CW0788'CANYONS.  KEEP STRAIGHT AHEAD IN CENTER CANYON FOR ABOUT 1.0 MILE
 CW0788'TO A LARGE RED STEEL TANK.  PASS TO LEFT OF TANK AND
 CW0788'CONTINUE UP CANYON FOR 0.1 MILE TO POINT WHERE SHARP
 CW0788'RIDGE ABUTS CANYON AT CURVE TO S.  HERE TURN LEFT, E, OUT OF
 CW0788'CANYON AND FOLLOW STEEP RIDGE FOR ABOUT 0.75 MILE TO
 CW0788'SUMMIT AND STATION.
 CW0788'
 CW0788'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 CW0788
 CW0788                          STATION RECOVERY (1944)
 CW0788
 CW0788'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (EHB)
 CW0788'STATION RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0969 ***********************************************************************
 CY0969  DESIGNATION -  HAYSTACK
 CY0969  PID         -  CY0969
 CY0969  STATE/COUNTY-  NM/LUNA
 CY0969  USGS QUAD   -  COW SPRINGS MOUNTAIN (1974)
 CY0969
 CY0969                         *CURRENT SURVEY CONTROL
 CY0969  ___________________________________________________________________
 CY0969* NAD 83(1992)-  32 27 02.94796(N)    108 12 22.10864(W)     ADJUSTED  
 CY0969* NAVD 88     -      1713.8    (meters)    5623.     (feet)  VERTCON   
 CY0969  ___________________________________________________________________
 CY0969  LAPLACE CORR-          -0.11  (seconds)                    DEFLEC99
 CY0969  GEOID HEIGHT-         -24.42  (meters)                     GEOID03
 CY0969
 CY0969  HORZ ORDER  -  FIRST
 CY0969
 CY0969.The horizontal coordinates were established by classical geodetic methods
 CY0969.and adjusted by the National Geodetic Survey in December 1993..
 CY0969
 CY0969.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0969.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0969
 CY0969.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY0969
 CY0969.The geoid height was determined by GEOID03.
 CY0969
 CY0969;                    North         East     Units Scale Factor Converg.
 CY0969;SPC NM W     -   160,917.544   794,948.477   MT  0.99993181   -0 12 00.1
 CY0969;SPC NM W     -   527,943.64  2,608,093.46   sFT  0.99993181   -0 12 00.1
 CY0969;UTM  12      - 3,593,844.938   762,639.989   MT  1.00045071   +1 29 59.9
 CY0969
 CY0969!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY0969!SPC NM W     -   0.99973482  x   0.99993181  =   0.99966665
 CY0969!UTM  12      -   0.99973482  x   1.00045071  =   1.00018541
 CY0969
 CY0969:                Primary Azimuth Mark                     Grid Az
 CY0969:SPC NM W     -  FORT BAYARD WATER TANK                   007 51 03.9
 CY0969:UTM  12      -  FORT BAYARD WATER TANK                   006 09 03.9
 CY0969
 CY0969|---------------------------------------------------------------------|
 CY0969| PID    Reference Object                     Distance      Geod. Az  |
 CY0969|                                                           dddmmss.s |
 CY0969| CY0914 FORT BAYARD WATER TANK              APPROX.39.1 KM 0073903.8 |
 CY0969| CY0924 HURLEY SMOKESTACK                   APPROX.28.7 KM 0153652.6 |
 CY0969| CC6655 HAYSTACK RM 1                         4.772 METERS 06004     |
 CY0969| CC6654 HAYSTACK AZ MK                                     0742745.2 |
 CY0969| CF0284 PHOENIX EL PASO AWY BCN 29 A        APPROX.60.3 KM 2030852.4 |
 CY0969| CC6656 HAYSTACK RM 2                         5.547 METERS 32005     |
 CY0969|---------------------------------------------------------------------|
 CY0969
 CY0969                          SUPERSEDED SURVEY CONTROL
 CY0969
 CY0969  NAD 83(1986)-  32 27 02.94603(N)    108 12 22.10677(W) AD(       ) 1
 CY0969  NAD 27      -  32 27 02.64899(N)    108 12 19.95090(W) AD(       ) 1
 CY0969  NGVD 29 (07/19/86) 1713.0    (m)         5620.     (f) VERT ANG       
 CY0969
 CY0969.Superseded values are not recommended for survey control.
 CY0969.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0969.See file dsdata.txt to determine how the superseded data were derived.
 CY0969
 CY0969_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYA6264093845(NAD 83)
 CY0969_MARKER: DS = TRIANGULATION STATION DISK
 CY0969_SETTING: 66 = SET IN ROCK OUTCROP
 CY0969
 CY0969  HISTORY     - Date     Condition        Report By
 CY0969  HISTORY     - 1938     MONUMENTED       CGS
 CY0969
 CY0969                          STATION DESCRIPTION
 CY0969
 CY0969'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 CY0969'STATION IS ABOUT 23 MILES AIRLINE SXE OF SILVER CITY, 21
 CY0969'MILES AIRLINE NE OF SEPAR, ABOUT 2-1/4 MILES NW OF COW SPRINGS
 CY0969'RANCH, ON A ROUND TOP BOULDER COVERED HILL THAT APPEARS CONE
 CY0969'SHAPE FROM DISTANCE AND IS THE HIGHEST IN IMMEDIATE VICINITY.
 CY0969'
 CY0969'STATION MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL
 CY0969'HOLE IN OUTCROPPING BEDROCK.  REFERENCE
 CY0969'AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS IN OUTCROPPING
 CY0969'BEDROCK.
 CY0969'
 CY0969'TO REACH FROM WILNA, (A HAMLET 31 MILES E OF LORDSBURG ON
 CY0969'U.S. HIGHWAY 80).  TAKE DIRT ROAD N ACROSS RAILROAD TRACKS
 CY0969'JUST BEYOND RICHFIELD SERVICE STATION, AND GO 1.8 MILES TO
 CY0969'WINDMILL AND HOUSE.  CONTINUE N 0.95 MILE TO CATTLE GUARD.
 CY0969'TAKE RIGHT FORK, (MAIN-TRAVELED ROAD) AND GO 1.85 MILES TO
 CY0969'ANOTHER CATTLE GUARD.  CONTINUE N 0.55 MILE TO FORK.  TAKE
 CY0969'LEFT FORK, (MAIN-TRAVELED ROAD) NORTHERLY, 2.4 MILES TO FORK.
 CY0969'CONTINUE STRAIGHT AHEAD ON RIGHT FORK 3.0 MILES TO CATTLE
 CY0969'GUARD.  GO 3.2 MILES TO ANOTHER CATTLE GUARD (AT 1.5 MILES RANCH
 CY0969'ROAD TAKES OFF TO LEFT).  CONTINUE 1.7 MILES TO COW
 CY0969'SPRINGS CATTLE RANCH AND CATTLE GUARD.  (RANCH BUILDINGS
 CY0969'AND CORRAL TO RIGHT).  SWING AROUND S SIDE OF RANCH AND GO
 CY0969'0.55 MILE TO FORK.  TAKE LEFT FORK ON TRACK ROAD AND GO
 CY0969'2.0 MILES.  LEAVE TRACK ROAD AND GO NORTHWESTERLY ABOUT 1.0
 CY0969'MILE TO BASE OF CONE-SHAPED PEAK.  ABOUT A 20 MINUTE
 CY0969'CLIMB TO TOP OF PEAK AND STATION.
 CY0969'
 CY0969'AZIMUTH MARK IS APPROXIMATELY 3/4 MILE NE OF STATION ON
 CY0969'SECOND KNOLL FROM STATION HILL.  IT IS ABOUT 300 FEET LOWER
 CY0969'THAN STATION.
 CY0969'
 CY0969'BOTH REFERENCE MARKS ARE NEARLY ON SAME ELEVATION AS STATION.
 CY0969'NOTE--THE DIRT ROAD FROM WILNA TO COW SPRINGS RANCH IS NORTHERLY
 CY0969'AND MAIN-TRAVELED ALL THE WAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0847 ***********************************************************************
 DR0847  DESIGNATION -  HAYSTACK
 DR0847  PID         -  DR0847
 DR0847  STATE/COUNTY-  NM/CHAVES
 DR0847  USGS QUAD   -  HAYSTACK BUTTE (1982)
 DR0847
 DR0847                         *CURRENT SURVEY CONTROL
 DR0847  ___________________________________________________________________
 DR0847* NAD 83(1992)-  33 46 44.58486(N)    104 11 56.67767(W)     ADJUSTED  
 DR0847* NAVD 88     -      1267.9    (meters)    4160.     (feet)  VERTCON   
 DR0847  ___________________________________________________________________
 DR0847  LAPLACE CORR-           1.79  (seconds)                    DEFLEC99
 DR0847  GEOID HEIGHT-         -23.34  (meters)                     GEOID03
 DR0847
 DR0847  HORZ ORDER  -  FIRST
 DR0847
 DR0847.The horizontal coordinates were established by classical geodetic methods
 DR0847.and adjusted by the National Geodetic Survey in December 1993..
 DR0847
 DR0847.The NAVD 88 height was computed by applying the VERTCON shift value to
 DR0847.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DR0847
 DR0847.The Laplace correction was computed from DEFLEC99 derived deflections.
 DR0847
 DR0847.The geoid height was determined by GEOID03.
 DR0847
 DR0847;                    North         East     Units Scale Factor Converg.
 DR0847;SPC NM E     -   308,159.491   177,434.125   MT  0.99991100   +0 04 28.7
 DR0847;SPC NM E     - 1,011,019.93    582,131.79   sFT  0.99991100   +0 04 28.7
 DR0847;UTM  13      - 3,737,946.251   574,155.368   MT  0.99966779   +0 26 43.2
 DR0847
 DR0847!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR0847!SPC NM E     -   0.99980466  x   0.99991100  =   0.99971567
 DR0847!UTM  13      -   0.99980466  x   0.99966779  =   0.99947251
 DR0847
 DR0847:                Primary Azimuth Mark                     Grid Az
 DR0847:SPC NM E     -  SMITH                                    136 42 01.8
 DR0847:UTM  13      -  SMITH                                    136 19 47.3
 DR0847
 DR0847|---------------------------------------------------------------------|
 DR0847| PID    Reference Object                     Distance      Geod. Az  |
 DR0847|                                                           dddmmss.s |
 DR0847| DR0851 SMITH                               APPROX. 6.0 KM 1364630.5 |
 DR0847| CJ7429 HAYSTACK RM 1                       157.240 METERS 25826     |
 DR0847| CJ7430 HAYSTACK RM 2                        95.350 METERS 31617     |
 DR0847|---------------------------------------------------------------------|
 DR0847
 DR0847                          SUPERSEDED SURVEY CONTROL
 DR0847
 DR0847  NAD 83(1986)-  33 46 44.59088(N)    104 11 56.67376(W) AD(       ) 1
 DR0847  NAD 27      -  33 46 44.27721(N)    104 11 54.78932(W) AD(       ) 1
 DR0847  NGVD 29 (07/19/86) 1267.3    (m)         4158.     (f) VERT ANG       
 DR0847
 DR0847.Superseded values are not recommended for survey control.
 DR0847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0847.See file dsdata.txt to determine how the superseded data were derived.
 DR0847
 DR0847_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SET7415537946(NAD 83)
 DR0847_MARKER: DS = TRIANGULATION STATION DISK
 DR0847_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR0847
 DR0847  HISTORY     - Date     Condition        Report By
 DR0847  HISTORY     - 1922     MONUMENTED       CGS
 DR0847  HISTORY     - 1967     GOOD             CGS
 DR0847
 DR0847                          STATION DESCRIPTION
 DR0847
 DR0847'DESCRIBED BY COAST AND GEODETIC SURVEY 1922 (CMD)
 DR0847'ABOUT 10 MILES N. 54 DEG W. OF ELKINS, 2-1/2 MILES NORTHWEST
 DR0847'OF MR. RUDOLPHS PLACE, 2 MILES SOUTHWEST FROM THE STRATTON,
 DR0847'FAHRLANDER, AND SCHLEGEL HOUSES, ON THE HIGHEST POINT OF THE
 DR0847'HILL KNOWN LOCALLY AS HAYSTACK BUTTE WHICH HAS A PROMINENT
 DR0847'TIP OF A SHORT DISTANCE OFF THE NORTH END.  THE STATION IS ON
 DR0847'THE FLAT TOP 100 METERS (328 FEET) EAST OF THE BREAKS, AND
 DR0847'80 METERS (262 FEET) NORTH OF A ROAD LEADING WEST OVER THE
 DR0847'HIGH PART OF THE HILL.  STATION AND UNDERGROUND MARKS ARE
 DR0847'STANDARD DISKS SET IN CONCRETE.
 DR0847'REFERENCE MARKS ARE STANDARD DISKS SET IN BEDROCK.
 DR0847'REFERENCE MARK NO. 1 IS 157.24 METERS (515.9
 DR0847'FEET) FROM STATION S 78 DEG 27 MIN W, AND
 DR0847'NO. 2 IS 95.35 METERS (312.8 FEET) FROM STATION N 43 DEG 46 MIN W.
 DR0847
 DR0847                          STATION RECOVERY (1967)
 DR0847
 DR0847'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (TT)
 DR0847'STATION IS FOUND IN GOOD CONDITION.
 DR0847'
 DR0847'THE STATION IS LOCATED N 35 DEG E, ABOUT 33 MI. (AIRLINE)
 DR0847'FROM THE JUNCTION OF U.S. HIGHWAYS 380, 285, AND 70 IN ROSWELL,
 DR0847'NEW MEXICO.  N 54 DEG W, ABOUT 10 MI. FROM ELKINS, NEW MEXICO.
 DR0847'THE STATION IS LOCATED ON RANCH PROPERTY NOW OWNED BY FRED
 DR0847'VAN EATON, ON THE HIGHEST POINT OF A BLUFF KNOWN LOCALLY
 DR0847'AS GUNSIGHT BUTTE, WITH A CONSPICUOUS CONICAL BUTTE SEPARATED
 DR0847'A SHORT DISTANCE OFF THE N END.  THE STATION IS ON THE FLAT
 DR0847'TOP 328 FT. E OF THE BLUFF SCARPE, (3 METERS) 10 FT. N OF
 DR0847'A TRACK RANCH RD. AND 3 FT. E OF A ROCK CAIRN.  THE STATION
 DR0847'WAS REACHED BY TRUCK ON RDS. AND CAN BE LOCATED FROM THE
 DR0847'ROSWLL (NI 13-8) 1--250,000 SERIES MAP.
 DR0847'
 DR0847'STATION MARK--A STANDARD USC AND GS METAL DISK SET IN A 10-IN.
 DR0847'CONCRETE POST FLUSH WITH THE GROUND STAMPED HAYSTACK 1922.
 DR0847'
 DR0847'REFERENCE MARK NO. 1--A STANDARD C AND GS METAL R.M. DISK
 DR0847'SET FLUSH IN BEDROCK STAMPED HAYSTACK NO. 1 1922.
 DR0847'
 DR0847'REFERENCE MARK NO. 2--A STANDARD C AND GS METAL R.M. DISK SET
 DR0847'FLUSH IN BEDROCK STAMPED HAYSTACK NO. 2 1922.
 DR0847'
 DR0847'THERE IS NO AZIMUTH MARK--STATIONS SMITH-ET, VAN EATON ET,
 DR0847'DENTON ET, KENNA 1922 AND SEARS 1922 ARE VISIBLE FROM THE
 DR0847'STATION AT THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR1040 ***********************************************************************
 DR1040  DESIGNATION -  HCAS 1
 DR1040  PID         -  DR1040
 DR1040  STATE/COUNTY-  NM/CHAVES
 DR1040  USGS QUAD   -  CORN RANCH (1949)
 DR1040
 DR1040                         *CURRENT SURVEY CONTROL
 DR1040  ___________________________________________________________________
 DR1040* NAD 83(1992)-  33 27 23.55698(N)    104 43 49.55395(W)     ADJUSTED  
 DR1040* NAVD 88     -      1293.6    (meters)    4244.     (feet)  VERTCON   
 DR1040  ___________________________________________________________________
 DR1040  LAPLACE CORR-          -3.10  (seconds)                    DEFLEC99
 DR1040  GEOID HEIGHT-         -22.85  (meters)                     GEOID03
 DR1040
 DR1040  HORZ ORDER  -  THIRD
 DR1040
 DR1040.The horizontal coordinates were established by classical geodetic methods
 DR1040.and adjusted by the National Geodetic Survey in December 1993..
 DR1040
 DR1040.The NAVD 88 height was computed by applying the VERTCON shift value to
 DR1040.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DR1040
 DR1040.The Laplace correction was computed from DEFLEC99 derived deflections.
 DR1040
 DR1040.The geoid height was determined by GEOID03.
 DR1040
 DR1040;                    North         East     Units Scale Factor Converg.
 DR1040;SPC NM E     -   272,454.059   128,085.426   MT  0.99992589   -0 13 08.1
 DR1040;SPC NM E     -   893,876.36    420,226.94   sFT  0.99992589   -0 13 08.1
 DR1040;UTM  13      - 3,701,933.759   525,051.497   MT  0.99960774   +0 08 55.0
 DR1040
 DR1040!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR1040!SPC NM E     -   0.99980054  x   0.99992589  =   0.99972645
 DR1040!UTM  13      -   0.99980054  x   0.99960774  =   0.99940836
 DR1040
 DR1040                          SUPERSEDED SURVEY CONTROL
 DR1040
 DR1040  NAD 83(1986)-  33 27 23.56112(N)    104 43 49.54914(W) AD(       ) 3
 DR1040  NGVD 29 (12/31/91) 1293.0    (m)         4242.     (f) VERT ANG       
 DR1040
 DR1040.Superseded values are not recommended for survey control.
 DR1040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR1040.See file dsdata.txt to determine how the superseded data were derived.
 DR1040
 DR1040_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SET2505101934(NAD 83)
 DR1040_MARKER: DS = TRIANGULATION STATION DISK
 DR1040_SETTING: 66 = SET IN ROCK OUTCROP
 DR1040_SP_SET: SET IN ROCK OUTCROP
 DR1040_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DR1040+STABILITY: POSITION/ELEVATION WELL
 DR1040
 DR1040  HISTORY     - Date     Condition        Report By
 DR1040  HISTORY     - 1948     MONUMENTED       USGS
 DR1040
 DR1040                          STATION DESCRIPTION
 DR1040
 DR1040'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 DR1040'LOCATED IN SEC. 9, T 10 S, R 22 E, ABOUT 13 MI. NW. OF ROSWELL,
 DR1040'NEW MEXICO, ON TOP OF A ROCKY HILL, WHICH IS HIGHEST HILL IN
 DR1040'VICINITY.  STATION IS ABOUT 2.9 MI. SW. OF MRS. GEORGE CORNS RANCH
 DR1040'HOUSE, ABOUT 2.4 MI. S. OF DIVIDE ON PINE LODGE RD., 12 MI. W. OF
 DR1040'WHERE PINE LODGE RD. TURNS W. OFF OF VAUGHN HIGHWAY, ABOUT 0.85 MI.
 DR1040'SE. OF EARTH STOCK TANK ON NE. AND SW. FENCE, ABOUT 1.1 MI. SW. OF
 DR1040'GATE WHERE FENCE TURNS DUE N.
 DR1040'
 DR1040'TO REACH STATION FROM CHAVES COUNTY COURTHOUSE AT ROSWELL, GO N. 3.7
 DR1040'MI. ON VAUGHN HIGHWAY TO WHERE PINE LODGE RD. TURNS W., FOLLOW PINE
 DR1040'LODGE RD. WNW., 17.2 MI. TO RD. LEADING S. THROUGH YELLOW WOOD GATE.
 DR1040'TURN S., PASS THROUGH GATE, FOLLOW MAIN RD. 0.2 MI. TO RD. FORK, TAKE
 DR1040'LEFT FORK 0.5 MI. TO RD. FORK N. OF EARTH STOCK TANK, TAKE LEFT FORK
 DR1040'0.6 MI. TO GATES THROUGH E-W. AND N-S. FENCES, PASS THROUGH BOTH
 DR1040'GATES, FOLLOW OLD CATTLE TRAIL E. ABOUT 3 MI. TO N-S. FENCE, FOLLOW S.
 DR1040'AND E. ALONG FENCE TO GATE WHERE FENCE TURNS SW., PASS THROUGH GATE,
 DR1040'FOLLOW S. SIDE OF FENCE SW. ABOUT 0.9 MI. TO EARTH STOCK TANK ON FENCE
 DR1040'LINE, TURN S., DRIVE ACROSS COUNTRY ABOUT 0.85 MI. TO HIGHEST HILL AND
 DR1040'STATION LOCATION.
 DR1040'
 DR1040'STATION MARK--STANDARD TABLET STAMPED---HCAS NO. 1 1948---, CEMENTED
 DR1040'IN FLAT LIMESTONE OUTCROP.
 DR1040'
 DR1040'REFERENCE MARK NO. 1--A 3/4 IN. STAR DRILL DRIVEN INTO ROCKS, 13.75
 DR1040'FT. FROM STATION.
 DR1040'
 DR1040'REFERENCE MARK NO. 2--A 7/8 IN. DRILL HOLE IN LIMESTONE OUTCROP, 24.70
 DR1040'FT. FROM STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1140 ***********************************************************************
 FO1140  DESIGNATION -  HEAVEN
 FO1140  PID         -  FO1140
 FO1140  STATE/COUNTY-  NM/BERNALILLO
 FO1140  USGS QUAD   -  ALAMEDA (1990)
 FO1140
 FO1140                         *CURRENT SURVEY CONTROL
 FO1140  ___________________________________________________________________
 FO1140* NAD 83(1992)-  35 10 26.73557(N)    106 33 41.78787(W)     ADJUSTED  
 FO1140* NAVD 88     -      1640.2    (meters)    5381.     (feet)  VERTCON   
 FO1140  ___________________________________________________________________
 FO1140  X           -  -1,488,125.767 (meters)                     COMP
 FO1140  Y           -  -5,004,063.467 (meters)                     COMP
 FO1140  Z           -   3,654,604.307 (meters)                     COMP
 FO1140  LAPLACE CORR-          11.55  (seconds)                    DEFLEC99
 FO1140  ELLIP HEIGHT-        1619.48  (meters)          (09/28/01) GPS OBS
 FO1140  GEOID HEIGHT-         -20.79  (meters)                     GEOID03
 FO1140
 FO1140  HORZ ORDER  -  FIRST
 FO1140  ELLP ORDER  -  FOURTH    CLASS I
 FO1140
 FO1140.The horizontal coordinates were established by classical geodetic methods
 FO1140.and adjusted by the National Geodetic Survey in December 1993..
 FO1140
 FO1140.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1140.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1140
 FO1140.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FO1140
 FO1140.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1140
 FO1140.The ellipsoidal height was determined by GPS observations
 FO1140.and is referenced to NAD 83.
 FO1140
 FO1140.The geoid height was determined by GEOID03.
 FO1140
 FO1140;                    North         East     Units Scale Factor Converg.
 FO1140;SPC NM C     -   462,931.025   471,617.071   MT  0.99990992   -0 10 46.2
 FO1140;SPC NM C     - 1,518,799.54  1,547,297.01   sFT  0.99990992   -0 10 46.2
 FO1140;UTM  13      - 3,893,466.123   357,797.210   MT  0.99984922   -0 53 59.0
 FO1140
 FO1140!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1140!SPC NM C     -   0.99974586  x   0.99990992  =   0.99965581
 FO1140!UTM  13      -   0.99974586  x   0.99984922  =   0.99959512
 FO1140
 FO1140:                Primary Azimuth Mark                     Grid Az
 FO1140:SPC NM C     -  1 C20                                    088 36 13.5
 FO1140:UTM  13      -  1 C20                                    089 19 26.3
 FO1140
 FO1140|---------------------------------------------------------------------|
 FO1140| PID    Reference Object                     Distance      Geod. Az  |
 FO1140|                                                           dddmmss.s |
 FO1140| FO1171 1 C20                               APPROX. 1.0 KM 0882527.3 |
 FO1140| CD3482 HEAVEN RM 1                          17.142 METERS 10108     |
 FO1140| CD3483 HEAVEN RM 2                          15.920 METERS 25833     |
 FO1140|---------------------------------------------------------------------|
 FO1140
 FO1140                          SUPERSEDED SURVEY CONTROL
 FO1140
 FO1140  NAD 83(1986)-  35 10 26.74150(N)    106 33 41.78925(W) AD(       ) 1
 FO1140  NAD 27      -  35 10 26.58233(N)    106 33 39.70170(W) AD(       ) 1
 FO1140  NGVD 29 (07/01/93) 1639.4    (m)         5379.     (f) VERT ANG       
 FO1140
 FO1140.Superseded values are not recommended for survey control.
 FO1140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1140.See file dsdata.txt to determine how the superseded data were derived.
 FO1140
 FO1140_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU5779793466(NAD 83)
 FO1140_MARKER: DS = TRIANGULATION STATION DISK
 FO1140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FO1140_SP_SET: CONCRETE POST
 FO1140_STAMPING: HEAVEN 1969
 FO1140_MARK LOGO: CGS   
 FO1140_MAGNETIC: N = NO MAGNETIC MATERIAL
 FO1140_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO1140+STABILITY: SURFACE MOTION
 FO1140_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FO1140+SATELLITE: SATELLITE OBSERVATIONS - March 03, 1993
 FO1140
 FO1140  HISTORY     - Date     Condition        Report By
 FO1140  HISTORY     - 1969     MONUMENTED       CGS
 FO1140  HISTORY     - 1969     GOOD             CGS
 FO1140  HISTORY     - 1978     GOOD             NGS
 FO1140  HISTORY     - 19911120 GOOD
 FO1140  HISTORY     - 19930303 GOOD             NGS
 FO1140
 FO1140                          STATION DESCRIPTION
 FO1140
 FO1140'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JLC)
 FO1140'THE STATION IS LOCATED ABOUT 7-3/4 MILES NORTHEAST OF THE
 FO1140'CENTER OF ALBUQUERQUE, 3 MILES SOUTH OF THE SANDOVAL-BERNALILLO
 FO1140'COUNTY LINE, 1-1/4 MILES EAST OF INTERSTATE HIGHWAY 25 AND ON
 FO1140'PROPERTY OF THE GATE TO HEAVEN MAUSOLEUM CEMETERY.
 FO1140'
 FO1140'TO REACH THE STATION FROM THE JUNCTION OF SAN MATEO BLVD. AND
 FO1140'INTERSTATE HIGHWAY 25 IN THE NORTH PART OF ALBUQUERQUE, GO
 FO1140'EAST ON SAN MATEO BLVD. FOR 0.1 MILE TO A FRONTAGE ROAD ON
 FO1140'THE LEFT.  TURN LEFT AND GO NORTH ON THE FRONTAGE ROAD FOR
 FO1140'1.55 MILES TO A CROSSROAD.  TURN RIGHT AND GO EAST ON LOS
 FO1140'ANGELES BLVD. NE FOR 0.8 MILE TO THE FEDERAL AVIATION BUILDINGS
 FO1140'ON THE RIGHT.  CONTINUE EAST ON LOS ANGELES BLVD. NE WHICH
 FO1140'BECOMES GRAVELED FOR 0.4 MILE TO THE ENTRANCE ROAD TO THE
 FO1140'CEMETERY AND THE STATION IN THE SOUTHEAST ANGLE OF THE
 FO1140'INTERSECTION.
 FO1140'
 FO1140'THE STATION MARK IS A STANDARD DISK STAMPED HEAVEN 1969, SET
 FO1140'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH
 FO1140'WITH THE GROUND.  IT IS 166 FEET EAST-NORTHEAST OF THE CENTER
 FO1140'OF THE ENTRANCE ROAD, 160 FEET WEST-NORTHWEST OF THE NORTHEAST
 FO1140'CORNER OF THE CEMETERY, 82 FEET SOUTH OF THE CENTER OF LOS
 FO1140'ANGELES BLVD. NE, 13.2 FEET NORTH-NORTHEAST OF A METAL WITNESS
 FO1140'POST AND 12.3 FEET NORTH OF AN EAST-WEST WIRE FENCE.
 FO1140'
 FO1140'REFERENCE MARK 1 IS A STANDARD DISK STAMPED HEAVEN NO 1 1969,
 FO1140'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 FO1140'PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS 103 FEET WEST OF
 FO1140'THE NORTHEAST CORNER OF THE CEMETERY, 92 FEET SOUTH OF THE
 FO1140'CENTER OF LOS ANGELES BLVD. NE, 60.4 FEET EAST OF THE METAL
 FO1140'WITNESS POST AND 2 FEET NORTH OF THE WIRE FENCE.
 FO1140'
 FO1140'REFERENCE MARK 2 IS A STANDARD DISK STAMPED HEAVEN NO 2 1969,
 FO1140'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH
 FO1140'WITH THE GROUND.  IT IS 116 FEET EAST OF THE CENTER OF THE
 FO1140'ENTRANCE ROAD, 90 FEET SOUTH OF THE CENTER OF LOS ANGELES BLVD.
 FO1140'NE, 46 FEET WEST OF THE METAL WITNESS POST AND 2 FEET NORTH
 FO1140'OF THE WIRE FENCE.
 FO1140'
 FO1140'1-C20 IS A ALBUQUERQUE CITY SURVEY MARK STAMPED 1-C20 NAA LOT
 FO1140'32 BIA 10, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 FO1140'MONUMENT WHICH PROJECTS 1 FOOT ABOVE THE GROUND.  IT IS 30
 FO1140'FEET NORTHEAST OF THE CENTER OF THE INTERSECTION OF WYOMING BLVD.
 FO1140'AND LOS ANGELES BLVD. NE, 23 FEET EAST OF THE CENTER OF WYOMING
 FO1140'BLVD. AND 17 FEET NORTH OF THE CENTER OF LOS ANGELES BLVD. NE.
 FO1140'
 FO1140'TO REACH 1-C20 (ACS) FROM THE STATION, GO EAST ON LOS ANGELES
 FO1140'BLVD. NE FOR 0.6 MILE TO A CROSSROAD AND THE MARK IN THE
 FO1140'NORTHEAST ANGLE OF THE INTERSECTION.
 FO1140'
 FO1140'NOTE--1-C20 (ACS) WAS USED AS AN AZIMUTH MARK.
 FO1140'
 FO1140'HEIGHT OF LIGHT ABOVE STATION MARK 14.4 METERS.
 FO1140
 FO1140                          STATION RECOVERY (1969)
 FO1140
 FO1140'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 FO1140'RECOVERED IN GOOD CONDITION.
 FO1140
 FO1140                          STATION RECOVERY (1978)
 FO1140
 FO1140'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 FO1140'STATION MARK, REFERENCE MARKS 1 AND 2 RECOVERED IN GOOD
 FO1140'CONDITION.  THE 1 C20 A ACS MARK WAS NOT FOUND.  PIECES OF CONCRETE
 FO1140'WAS FOUND AT MARK SITE.  THERE WAS A DISCREPANCY IN THE LOCATION OF
 FO1140'MARK ALSO, THE DISTANCE TO THE MARK SITE WAS CORRECT BUT WYOMING
 FO1140'BOULEVARD IS ONLY 0.1 MILE EAST OF STATION.  A NEW MARK, SET BY
 FO1140'CITY OF ALBUQUERQUE SURVEY WAS FOUND AT ORIGINAL SITE, DISK
 FO1140'STAMPED---1 C20 A.  THIS MARK WAS TIED TO STATION AT THIS
 FO1140'TIME.  DISTANCE AND DIRECTION TO REFERENCE MARKS COMPARED FAVORABLY
 FO1140'WITH PREVIOUS DATA.  LOCATION OF AND ROUTE TO STATION WAS NOTED TO
 FO1140'BE ADEQUATE.
 FO1140'
 FO1140'1 C20 A ACS MARK IS REACHED FROM STATION.  GO EAST ON LOS ANGELES
 FO1140'BOULEVARD FOR 0.6 MILE TO A CROSS ROAD, MARK IN NORTHEAST ANGLE.
 FO1140'
 FO1140'STATION IS A STANDARD DISK, STAMPED---HEAVEN 1969---SET IN TOP OF A
 FO1140'ROUND CONCRETE MONUMENT FLUSH WITH GROUND, 165 FEET WEST OF NORTHEAST
 FO1140'CORNER OF FENCE WHICH SURROUND THE HEAVEN MAUSOLEUM CEMETERY, 160 FEET
 FO1140'EAST OF THE MAUSOLEUM CEMETERY ENTRANCE DRIVE, 65 FEET SOUTH OF CENTER
 FO1140'OF LOS ANGELES BOULEVARD, 13 FEET NORTH-NORTHEAST OF A METAL WITNESS
 FO1140'POST, 12.1 FEET NORTH OF EAST-WEST FENCE.
 FO1140'
 FO1140'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED---HEAVEN NO 1 1969---
 FO1140'SET IN TOP OF A ROUND CONCRETE MONUMENT PROJECTING 1 INCH, 24 FEET
 FO1140'SOUTH OF LOS ANGELES BOULEVARD, 1.5 FEET NORTH OF THE EAST-WEST FENCE.
 FO1140'
 FO1140'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED---HEAVEN NO 2 1969---
 FO1140'SET IN TOP OF A ROUND CONCRETE MONUMENT PROJECTING 1 INCH, 74 FEET
 FO1140'SOUTH OF LOS ANGELES BOULEVARD, 2 FEET NORTH OF THE FENCE.
 FO1140'
 FO1140'1 C20 A IS A STANDARD ALBUQUERQUE CITY SURVEY DISK, STAMPED 1 C20 A,
 FO1140'SET IN TOP OF A ROUND CONCRETE MONUMENT PROJECTING 1 INCH, 35 FEET
 FO1140'NORTHEAST OF LOS ANGELES BOULEVARD AND A NORTH-SOUTH GRADED ROAD
 FO1140'INTERSECTION, 2 FEET EAST-NORTHEAST OF A METAL WITNESS POST, PAINTED
 FO1140'ORANGE.
 FO1140
 FO1140                          STATION RECOVERY (1991)
 FO1140
 FO1140'RECOVERED 1991
 FO1140'RECOVERED IN GOOD CONDITION.
 FO1140
 FO1140                          STATION RECOVERY (1993)
 FO1140
 FO1140'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 FO1140'THE STATION IS LOCATED ABOUT 8 MI (12.9 KM) NORTHEAST OF THE CENTER OF
 FO1140'ALBUQUERQUE, 1.2 MI (1.9 KM) EAST OF INTERSTATE 25 NEAR THE ENTRANCE
 FO1140'TO A CEMETERY.
 FO1140'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 25 AND PASEO
 FO1140'DEL NORTE, GO EAST ON PASEO DEL NORTE FOR 1.2 MI (1.9 KM) TO THE
 FO1140'ENTRANCE TO A CEMETERY AND MAUSOLEUM ON THE RIGHT, SOUTH, SIDE OF THE
 FO1140'ROAD. CONTINUE EAST ANOTHER 50 M (164.0 FT) TO THE STATION ON THE
 FO1140'RIGHT.  IF COMING FROM THE EAST, THE STATION IS 0.05 MI (0.08 KM)
 FO1140'WEST OF THE INTERSECTION OF PASEO DEL NORTE AND WYOMING BOULEVARD.
 FO1140'THE STATION IS A STANDARD TRIANGULATION DISK SET IN THE TOP OF A 0.3 M
 FO1140'(1.0 FT) DIAMETER CYLINDRICAL CONCRETE MONUMENT, SET FLUSH WITH THE
 FO1140'GROUND, AND STAMPED ---HEAVEN 1969---.  THE STATION IS 4.0 M
 FO1140'(13.1 FT) NORTH OF THE CEMETERY FENCE, 12.0 M (39.4 FT) SOUTH OF THE
 FO1140'SOUTH EDGE OF THE PAVEMENT OF PASEO DEL NORTE, AND 50 M (164.0 FT)
 FO1140'EAST OF THE CENTERLINE OF THE CEMETERY ENTRANCE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1933 ***********************************************************************
 CX1933  DESIGNATION -  HENDRICK PEAK CAIRN
 CX1933  PID         -  CX1933
 CX1933  STATE/COUNTY-  NM/GRANT
 CX1933  USGS QUAD   -  HENDRICKS PEAK (1985)
 CX1933
 CX1933                         *CURRENT SURVEY CONTROL
 CX1933  ___________________________________________________________________
 CX1933* NAD 83(1992)-  32 53 41.95960(N)    107 54 46.66821(W)     ADJUSTED  
 CX1933* NAVD 88     -                                                        
 CX1933  ___________________________________________________________________
 CX1933  LAPLACE CORR-           2.01  (seconds)                    DEFLEC99
 CX1933  GEOID HEIGHT-         -23.02  (meters)                     GEOID03
 CX1933
 CX1933  HORZ ORDER  -  THIRD
 CX1933
 CX1933.The horizontal coordinates were established by classical geodetic methods
 CX1933.and adjusted by the National Geodetic Survey in December 1993..
 CX1933.No horizontal observational check was made to the station.
 CX1933
 CX1933
 CX1933.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1933
 CX1933.The geoid height was determined by GEOID03.
 CX1933
 CX1933;                    North         East     Units Scale Factor Converg.
 CX1933;SPC NM W     -   210,112.906   822,550.132   MT  0.99991735   -0 02 35.7
 CX1933;SPC NM W     -   689,345.43  2,698,649.89   sFT  0.99991735   -0 02 35.7
 CX1933;UTM  13      - 3,643,409.379   227,512.697   MT  1.00051562   -1 34 58.8
 CX1933
 CX1933                          SUPERSEDED SURVEY CONTROL
 CX1933
 CX1933  NAD 83(1986)-  32 53 41.95834(N)    107 54 46.66911(W) AD(       ) 4
 CX1933  NAD 27      -  32 53 41.69115(N)    107 54 44.53793(W) AD(       ) 3
 CX1933
 CX1933.Superseded values are not recommended for survey control.
 CX1933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1933.See file dsdata.txt to determine how the superseded data were derived.
 CX1933
 CX1933_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBS2751343409(NAD 83)
 CX1933_MARKER: 72 = CAIRN
 CX1933
 CX1933  HISTORY     - Date     Condition        Report By
 CX1933  HISTORY     - 1936     FIRST OBSERVED   USFS
 CX1933
 CX1933                          STATION DESCRIPTION
 CX1933
 CX1933'DESCRIBED BY US FOREST SERVICE 1936 (WRP)
 CX1933'THE CAIRN IS ABOUT 6 MILES NORTH OF SAN LORENZO, ON HENDRICKS
 CX1933'PEAK, A PROMINENT ROUND KNOB ABOUT 8 MILES WEST OF THE BLACK
 CX1933'RANGE MOUNTAINS.  THE CAIRN IS 19 FEET SOUTHWEST OF STATION
 CX1933'HENDRICKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1932 ***********************************************************************
 CX1932  DESIGNATION -  HENDRICKS
 CX1932  PID         -  CX1932
 CX1932  STATE/COUNTY-  NM/GRANT
 CX1932  USGS QUAD   -  HENDRICKS PEAK (1985)
 CX1932
 CX1932                         *CURRENT SURVEY CONTROL
 CX1932  ___________________________________________________________________
 CX1932* NAD 83(1992)-  32 53 42.07436(N)    107 54 46.49129(W)     ADJUSTED  
 CX1932* NAVD 88     -      2378.3    (meters)    7803.     (feet)  VERTCON   
 CX1932  ___________________________________________________________________
 CX1932  LAPLACE CORR-           2.01  (seconds)                    DEFLEC99
 CX1932  GEOID HEIGHT-         -23.02  (meters)                     GEOID03
 CX1932
 CX1932  HORZ ORDER  -  FIRST
 CX1932
 CX1932.The horizontal coordinates were established by classical geodetic methods
 CX1932.and adjusted by the National Geodetic Survey in December 1993..
 CX1932
 CX1932.The NAVD 88 height was computed by applying the VERTCON shift value to
 CX1932.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CX1932
 CX1932.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1932
 CX1932.The geoid height was determined by GEOID03.
 CX1932
 CX1932;                    North         East     Units Scale Factor Converg.
 CX1932;SPC NM W     -   210,116.438   822,554.732   MT  0.99991735   -0 02 35.6
 CX1932;SPC NM W     -   689,357.01  2,698,664.98   sFT  0.99991735   -0 02 35.6
 CX1932;UTM  13      - 3,643,412.787   227,517.393   MT  1.00051558   -1 34 58.7
 CX1932
 CX1932!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1932!SPC NM W     -   0.99963035  x   0.99991735  =   0.99954773
 CX1932!UTM  13      -   0.99963035  x   1.00051558  =   1.00014574
 CX1932
 CX1932|---------------------------------------------------------------------|
 CX1932| PID    Reference Object                     Distance      Geod. Az  |
 CX1932|                                                           dddmmss.s |
 CX1932| CC6664 HENDRICKS RM 1                        9.609 METERS 20024     |
 CX1932| CC6663 HENDRICKS AZ MK                                    2015055.2 |
 CX1932| CC6665 HENDRICKS RM 2                        8.577 METERS 25233     |
 CX1932|---------------------------------------------------------------------|
 CX1932
 CX1932                          SUPERSEDED SURVEY CONTROL
 CX1932
 CX1932  NAD 83(1986)-  32 53 42.07310(N)    107 54 46.49220(W) AD(       ) 1
 CX1932  NAD 27      -  32 53 41.80592(N)    107 54 44.36103(W) AD(       ) 1
 CX1932  NGVD 29 (07/19/86) 2377.4    (m)         7800.     (f) VERT ANG       
 CX1932
 CX1932.Superseded values are not recommended for survey control.
 CX1932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1932.See file dsdata.txt to determine how the superseded data were derived.
 CX1932
 CX1932_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBS2751743413(NAD 83)
 CX1932_MARKER: DD = SURVEY DISK
 CX1932_SETTING: 66 = SET IN ROCK OUTCROP
 CX1932
 CX1932  HISTORY     - Date     Condition        Report By
 CX1932  HISTORY     - 1936     MONUMENTED       CGS
 CX1932  HISTORY     - 1945     GOOD             CGS
 CX1932  HISTORY     - 1954     GOOD             USGS
 CX1932
 CX1932                          STATION DESCRIPTION
 CX1932
 CX1932'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (WRP)
 CX1932'ABOUT 6 MILES N OF SAN LORENZO, ON HENDRICKS PEAK, A PROMINENT
 CX1932'ROUND KNOB ABOUT 8 MILES W OF THE BLACK RANGE MOUNTAINS.
 CX1932'
 CX1932'THE STATION IS 19 FEET NE OF A ROCK CAIRN MARKING HENDRICKS
 CX1932'PEAK, CAIRN (U.S.F.S.).
 CX1932'
 CX1932'THE STATION, AZIMUTH, AND REFERENCE MARKS ARE BRONZE DISKS
 CX1932'SET IN ROCK.
 CX1932'
 CX1932'REFERENCE MARK 1 IS AT POINT WHERE KNOB BREAKS OFF ON THE S
 CX1932'SIDE, 9.622 METERS (31.57 FEET) FROM THE STATION,
 CX1932'AND REFERENCE MARK 2 IS ON THE NW EDGE OF THE
 CX1932'KNOB, 8.599 METERS (28.21 FEET) FROM THE STATION.
 CX1932'
 CX1932'THE AZIMUTH MARK IS 1.1 MILES BY ROAD FROM GILA NATIONAL
 CX1932'FOREST BOUNDARY, 55 FEET N OF A TRACK ROAD, 50 FEET S OF THE
 CX1932'N EDGE OF A CANYON, AND APPROXIMATELY 2.0 MILES FROM THE
 CX1932'STATION.
 CX1932
 CX1932                          STATION RECOVERY (1945)
 CX1932
 CX1932'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (RAM)
 CX1932'STATION IS ON HENDRICKS PEAK, A PROMINENT ROUND KNOB ON THE
 CX1932'W AND HIGHEST END OF A PROMINENT ROCKY MOUNTAIN LYING ABOUT
 CX1932'6 MILES N OF SAN LORENZO, AND ABOUT 11 MILES NE OF SANTA
 CX1932'RITA.  IT WAS FORMERLY A FOREST SERVICE TRIANGULATION STATION
 CX1932'MARKED WITH A CAIRN AND POLE, BUT NEITHER THE POLE NOR THE
 CX1932'CAIRN WAS FOUND AT THIS OCCUPATION.
 CX1932'
 CX1932'TO REACH THE STATION FROM SAN LORENZO, GO SE ON THE MAIN
 CX1932'ROAD FROM THE MAIN CORNER 0.4 MILE, THENCE TURN BACK TO THE
 CX1932'NE ON A TRACK ROAD UP THE WASH FOR 1.6 MILES TO A RANCH HOUSE
 CX1932'ON THE LEFT.  CONTINUE PAST THE LARGE RANCH HOUSE, CROSS TWO
 CX1932'CATTLE GUARDS, AND FOLLOW ROAD FOR 1.85 MILES TO A LARGE TREE
 CX1932'AT A FENCE CORNER ON THE RIGHT AND TRACKS LEADING UP THE RIDGE
 CX1932'TO THE LEFT, 0.25 MILE AFTER CROSSING A CATTLE GUARD.  TURN
 CX1932'LEFT UP TO THE TOP OF THE RIDGE 0.05 MILE, THENCE TURN RIGHT
 CX1932'ON AN OLD TRACK ROAD ALONG THE DIVIDE FOR 0.5 MILE TO WHERE
 CX1932'ANOTHER OLD ROAD COMES IN FROM THE LEFT.  TURN RIGHT ON THIS
 CX1932'ROAD AND CONTINUE IN A N DIRECTION ALONG DIVIDE FOR 0.7 MILE
 CX1932'TO THE END OF TRUCK TRAVEL AT A NATIONAL FOREST BOUNDARY
 CX1932'FENCE AND WIRE GATE.  THE OLD WOOD ROAD CONTINUES FOR 2
 CX1932'MILES FARTHER, BUT CAN BE NEGOTIATED ONLY WITH A JEEP.  PACK
 CX1932'ALONG ROAD FOR 0.6 MILE TO A SADDLE, THENCE FOLLOW DIM
 CX1932'TRACKS TO THE LEFT AROUND THE N SLOPE OF THE SMALL HILL
 CX1932'ON THE LEFT FOR 0.5 MILE TO THE AZIMUTH MARK ON THE
 CX1932'RIGHT.  CONTINUE ALONG TRACKS TO THE BOUNDARY FENCE, THENCE
 CX1932'RIGHT ALONG FENCE AND UP ONTO THE RIDGE S OF THE STATION,
 CX1932'1.0 MILE FROM THE AZIMUTH MARK.  PACK NNE DOWN INTO THE
 CX1932'CANYON, THEN UP THE STEEP SLOPE FOR ABOUT 1 HOUR TO THE
 CX1932'HIGHEST POINT AND STATION.
 CX1932'
 CX1932'THE STATION, WHICH IS A BRONZE STATION DISK, STAMPED HENDRICKS
 CX1932'1936, IS SET IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH
 CX1932'PROJECTS ABOUT 3 INCHES ABOVE THE GROUND AND IS LOCATED 11
 CX1932'FEET ENE OF THE HIGHEST POINT ON THE HILL.
 CX1932'
 CX1932'REFERENCE MARK 1, WHICH IS A BRONZE REFERENCE DISK STAMPED
 CX1932'HENDRICKS NO 1 1936, IS SET IN A DRILL HOLE IN OUTCROPPING
 CX1932'BEDROCK WHICH PROJECTS ABOUT 1/2 FOOT ABOVE THE GROUND.  IT
 CX1932'IS LOCATED SSW OF THE STATION AND ABOUT 2-1/2 FEET LOWER.
 CX1932'
 CX1932'REFERENCE MARK 2, WHICH IS A BRONZE REFERENCE DISK STAMPED
 CX1932'HENDRICKS NO 2 1936, IS SET IN A DRILL HOLE IN OUTCROPPING
 CX1932'BEDROCK WHICH PROJECTS ABOUT 1-1/2 FEET ABOVE THE GROUND.
 CX1932'IT IS LOCATED WSW OF THE STATION AND ABOUT 3 FEET LOWER.
 CX1932'
 CX1932'THE AZIMUTH MARK, WHICH IS A BRONZE AZIMUTH DISK STAMPED
 CX1932'HENDRICKS 1936, IS SET IN A DRILL HOLE IN BEDROCK PROJECTING
 CX1932'ABOUT 3 FEET ABOVE THE GROUND.  IT IS LOCATED SSW OF THE
 CX1932'STATION, 20 PACES N OF THE TRACK ROAD, 14 PACES N OF A LARGE
 CX1932'TREE, AND ABOUT 50 FEET S OF THE EDGE OF A CANYON.
 CX1932
 CX1932                          STATION RECOVERY (1954)
 CX1932
 CX1932'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 CX1932'STATION AND REFERENCE MARKS WERE FOUND AS DESCRIBED WITH THE
 CX1932'EXCEPTION THAT THE PREVIOUSLY DESCRIBED ROUTE TO THE STATION
 CX1932'FROM SAN LORENZO, CANNOT BE TRAVELED BY AUTO AT PRESENT.
 CX1932'
 CX1932'TO REACH THE STATION FROM SAN LORENZO GO W ON AN OILED ROAD
 CX1932'FOR 0.8 MILE TO NEW MEXICO STATE HIGHWAY 61.  THENCE N AND
 CX1932'NW 5.7 MILES ON STATE HIGHWAY 61 TO THE B.A. CHRISTMAS
 CX1932'RANCH BUILDINGS ON THE LEFT.  THENCE RIGHT THROUGH A WOODEN
 CX1932'GATE, FORD THE MIMBRES RIVER, AND ASCEND THE RIDGE TO THE
 CX1932'NE ON A PRIVATE TRACK ROAD, WHICH FOLLOWS A PHONE LINE.  AT
 CX1932'3.7 MILES FROM THE CHRISTMAS RANCH REACH A ROAD FORK AND
 CX1932'TURN SOUTH ON A DIM TRACK ROAD AND 4.8 MILES REACH A SECOND
 CX1932'ROAD FOR.  TURN LEFT ON DIM ROAD WHICH DESCENDS TO THE BOTTOM
 CX1932'OF THE DEEP CANYON AND THENCE S ALONG THE BOTTOM OF THE
 CX1932'CANYON.  AT 5.6 MILES REACH A WINDMILL AT A DRAIN FORK IN THE
 CX1932'CANYON AND AT THE END OF AUTO TRAVEL.  THENCE ON FOOT UP
 CX1932'THE RIGHT HAND FORK OF THE DRAIN NE FOR ABOUT 1 MILE.
 CX1932'THEN ASCEND THE RIDGE SE AND CONTINUE NE ALONG THE
 CX1932'CREST OF RIDGE ABOUT 1/2 MILE TO THE FOOT OF A LONG STEEP
 CX1932'SLOPE, WHICH SLOPES UP TO THE NE AND HENDRICKS PEAK.
 CX1932'ASCEND THE SLOPE ABOUT 1/2 MILE TO THE SUMMIT OF THE PEAK AND
 CX1932'THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0843 ***********************************************************************
 CW0843  DESIGNATION -  HENDRICKS
 CW0843  PID         -  CW0843
 CW0843  STATE/COUNTY-  NM/CHAVES
 CW0843  USGS QUAD   -  SINGER LAKE (1989)
 CW0843
 CW0843                         *CURRENT SURVEY CONTROL
 CW0843  ___________________________________________________________________
 CW0843* NAD 83(1992)-  32 57 55.48907(N)    105 05 25.74911(W)     ADJUSTED  
 CW0843* NAVD 88     -      1637.     (meters)    5371.     (feet)  SCALED    
 CW0843  ___________________________________________________________________
 CW0843  LAPLACE CORR-          -4.86  (seconds)                    DEFLEC99
 CW0843  GEOID HEIGHT-         -21.47  (meters)                     GEOID03
 CW0843
 CW0843  HORZ ORDER  -  FIRST
 CW0843
 CW0843.The horizontal coordinates were established by classical geodetic methods
 CW0843.and adjusted by the National Geodetic Survey in December 1993..
 CW0843
 CW0843.The orthometric height was scaled from a topographic map.
 CW0843
 CW0843.The Laplace correction was computed from DEFLEC99 derived deflections.
 CW0843
 CW0843.The geoid height was determined by GEOID03.
 CW0843
 CW0843;                    North         East     Units Scale Factor Converg.
 CW0843;SPC NM E     -   218,172.621    94,219.656   MT  0.99997084   -0 24 43.2
 CW0843;SPC NM E     -   715,788.01    309,118.99   sFT  0.99997084   -0 24 43.2
 CW0843;UTM  13      - 3,647,456.340   491,543.890   MT  0.99960088   -0 02 57.3
 CW0843
 CW0843!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CW0843!SPC NM E     -   0.99974648  x   0.99997084  =   0.99971732
 CW0843!UTM  13      -   0.99974648  x   0.99960088  =   0.99934746
 CW0843
 CW0843|---------------------------------------------------------------------|
 CW0843| PID    Reference Object                     Distance      Geod. Az  |
 CW0843|                                                           dddmmss.s |
 CW0843| CH9551 HENDRICKS RM 1                       20.672 METERS 08450     |
 CW0843| CH9550 HENDRICKS AZ MK                                    3050308.1 |
 CW0843| CH9552 HENDRICKS RM 2                       27.834 METERS 33757     |
 CW0843|---------------------------------------------------------------------|
 CW0843
 CW0843                          SUPERSEDED SURVEY CONTROL
 CW0843
 CW0843  NAD 83(1986)-  32 57 55.49794(N)    105 05 25.74920(W) AD(       ) 1
 CW0843  NAD 27      -  32 57 55.13480(N)    105 05 23.84050(W) AD(       ) 1
 CW0843
 CW0843.Superseded values are not recommended for survey control.
 CW0843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0843.See file dsdata.txt to determine how the superseded data were derived.
 CW0843
 CW0843_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDS9154447456(NAD 83)
 CW0843_MARKER: DS = TRIANGULATION STATION DISK
 CW0843_SETTING: 66 = SET IN ROCK OUTCROP
 CW0843
 CW0843  HISTORY     - Date     Condition        Report By
 CW0843  HISTORY     - 1934     MONUMENTED       CGS
 CW0843  HISTORY     - 1960     GOOD             USGS
 CW0843
 CW0843                          STATION DESCRIPTION
 CW0843
 CW0843'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 CW0843'ABOUT 4 MILES SOUTHEAST OF FLYING H RANCH, A WELL-KNOWN RANCH
 CW0843'LOCATED ABOUT 13 MILES EAST-SOUTHEAST OF ELK POST OFFICE,
 CW0843'AND JON WEST SLOPE ABOUT 400 FEET FROM HIGHEST PART OF HIGHEST
 CW0843'HILL IN THE VICINITY.  TO REACH FROM DUNKENS STORE, WHICH IS
 CW0843'22.6 MILES NORTHEAST OF PINON ON THE ARTESIA ROAD, GO NORTHEAST
 CW0843'5.6 MILES ON MAIN ROAD TO STATE HIGHWAY 83, GO EASTWARE
 CW0843'1.4 MILES ON HIGHWAY TOWARDS ARTESIA, TURN LEFT ONTO DIRT ROAD
 CW0843'AND GO 0.7 MILE, PASS THROUGH A GATE AND GO STRAIGHT AHEAD
 CW0843'1.5 MILES, FOLLOW RIGHT FORK AND GO 0.8 MILE, PASS THROUGH
 CW0843'A GATE AND GO 3.3 MILES, PASS THROUGH A GATE AND GO 3.6
 CW0843'MILES ON RIGHT-HAND ROAD TO CROSS-ROAD AT WEST SIDE OF
 CW0843'FELIX RIVER VALLEY, TAKE RIGHT-HAND ROAD THAT LEADS EAST
 CW0843'DOWN FELIX RIVER AND GO 3.7 MILES TO FLYING H RANCH,
 CW0843'GO EAST 0.3 MILE ON MAIN ROAD TO GATE ON TOP OF HILL EAST
 CW0843'OF RANCH HOUSE, PASS THROUGH GATE AND CONTINUE EAST 0.1 MILE
 CW0843'ON MAIN ROAD, TURN RIGHT AND PASS THROUGH GATE, TURN
 CW0843'SHARP RIGHT AND GO EAST 0.05 MILE ALONG SOUTH SIDE OF
 CW0843'FENCE TO GATE IN NORTH-AND-SOUTH FENCE, PASS
 CW0843'THROUGH GATE AND GO SOUTHWEST 0.1 MILE TO DRY CREEK BED,
 CW0843'ENTER CREEK BOTTOM AND GO WEST 0.05 MILE, TURN LEFT AND
 CW0843'GO OUT OF CREEK OVER SOUTH BANK, GO SOUTH 0.5 MILE ALONG
 CW0843'EAST SIDE OF NORTH-AND-SOUTH FENCE TO DRY CREEK AT WEST END
 CW0843'OF RIDGE, CROSS CREEK AND GO SOUTHEAST 0.3 MILE TO VERY
 CW0843'ROCKY AND SOUTH ROAD THAT WINDS UP SOUTH SIDE OF CANYON
 CW0843'WALL, GO 0.7 MILE ON ROAD TO TOP OF RIM.  THE STATION IS
 CW0843'1.9 MILES FROM THIS POINT ON A HIGH CACTUS-COVERED HILL
 CW0843'IN MAGNETIC BEARING 140 DEG.  THE STATION, AZIMUTH AND REFERENCE
 CW0843'MARKS ARE STANDARD DISKS SET IN BEDROCK.
 CW0843'REFERENCE MARK NO. 1 IS 67.82 FEET FROM STATION
 CW0843'N 84 DEG 50 MIN E, AND NO. 2 IS 91.32 FEET FROM STATION
 CW0843'N 22 DEG 03 MIN W.  THE AZIMUTH MARK IS 10 FEET EAST
 CW0843'OF A 12-INCH CEDAR TREE WHICH IS ON A NORTH-AND-SOUTH SPUR
 CW0843'RIDGE THAT EXTENDS SOUTH FROM AN EAST-AND-WEST RIDGE AND
 CW0843'DIRECTLY IN LINE WITH THE STATION AND WHITE MOUNTAIN WHICH
 CW0843'IS A PROMINENT PEAK FAR TO THE WEST, AND APPROXIMATELY 0.5
 CW0843'MILE FROM STATION N 54 DEG 57 MIN W.  BEARING
 CW0843'FROM STATION TO ROCK CAIRN, DISTANT 431 FEET, IS S 68 DEG 40 MIN E.
 CW0843
 CW0843                          STATION RECOVERY (1960)
 CW0843
 CW0843'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 CW0843'RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0882 ***********************************************************************
 CW0882  DESIGNATION -  HENRY
 CW0882  PID         -  CW0882
 CW0882  STATE/COUNTY-  NM/OTERO
 CW0882  USGS QUAD   -  CULP DRAW (1969)
 CW0882
 CW0882                         *CURRENT SURVEY CONTROL
 CW0882  ___________________________________________________________________
 CW0882* NAD 83(1992)-  32 00 01.57385(N)    105 14 19.32806(W)     ADJUSTED  
 CW0882* NAVD 88     -      1224.     (meters)    4016.     (feet)  SCALED    
 CW0882  ___________________________________________________________________
 CW0882  LAPLACE CORR-          -0.41  (seconds)                    DEFLEC99
 CW0882  GEOID HEIGHT-         -22.55  (meters)                     GEOID03
 CW0882
 CW0882  HORZ ORDER  -  FIRST
 CW0882
 CW0882.The horizontal coordinates were established by classical geodetic methods
 CW0882.and adjusted by the National Geodetic Survey in December 1993..
 CW0882
 CW0882.The orthometric height was scaled from a topographic map.
 CW0882
 CW0882.The Laplace correction was computed from DEFLEC99 derived deflections.
 CW0882
 CW0882.The geoid height was determined by GEOID03.
 CW0882
 CW0882;                    North         East     Units Scale Factor Converg.
 CW0882;SPC NM C     -   111,362.398   595,552.885   MT  1.00001257   +0 32 09.4
 CW0882;SPC NM C     -   365,361.47  1,953,909.76   sFT  1.00001257   +0 32 09.4
 CW0882;SPC TX C     - 3,268,944.234   236,613.137   MT  1.00003356   -2 31 35.6
 CW0882;SPC TX C     -10,724,861.21    776,288.27   sFT  1.00003356   -2 31 35.6
 CW0882;UTM  13      - 3,540,509.040   477,453.376   MT  0.99960627   -0 07 35.4
 CW0882
 CW0882!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CW0882!SPC NM C     -   0.99981147  x   1.00001257  =   0.99982403
 CW0882!SPC TX C     -   0.99981147  x   1.00003356  =   0.99984502
 CW0882!UTM  13      -   0.99981147  x   0.99960627  =   0.99941781
 CW0882
 CW0882:                Primary Azimuth Mark                     Grid Az
 CW0882:SPC NM C     -  BOUNDARY MON 15 NM TX                    089 35 27.3
 CW0882:SPC TX C     -  BOUNDARY MON 15 NM TX                    092 39 12.3
 CW0882:UTM  13      -  BOUNDARY MON 15 NM TX                    090 15 12.1
 CW0882
 CW0882|---------------------------------------------------------------------|
 CW0882| PID    Reference Object                     Distance      Geod. Az  |
 CW0882|                                                           dddmmss.s |
 CW0882| CW0881 BOUNDARY MON 15 NM TX               APPROX. 8.7 KM 0900736.7 |
 CW0882| CH9556 HENRY RM 1                           29.740 METERS 16009     |
 CW0882| CH9557 HENRY RM 2                           16.210 METERS 25125     |
 CW0882|---------------------------------------------------------------------|
 CW0882
 CW0882                          SUPERSEDED SURVEY CONTROL
 CW0882
 CW0882  NAD 83(1986)-  32 00 01.57574(N)    105 14 19.32765(W) AD(       ) 1
 CW0882  NAD 27      -  32 00 01.17300(N)    105 14 17.47600(W) AD(       ) 1
 CW0882
 CW0882.Superseded values are not recommended for survey control.
 CW0882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0882.See file dsdata.txt to determine how the superseded data were derived.
 CW0882
 CW0882_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDR7745340509(NAD 83)
 CW0882_MARKER: DS = TRIANGULATION STATION DISK
 CW0882_SETTING: 66 = SET IN ROCK OUTCROP
 CW0882_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CW0882+SATELLITE: SATELLITE OBSERVATIONS - 1986
 CW0882
 CW0882  HISTORY     - Date     Condition        Report By
 CW0882  HISTORY     - 1934     MONUMENTED       CGS
 CW0882  HISTORY     - 1964     GOOD             CGS
 CW0882  HISTORY     - 1986     GOOD
 CW0882
 CW0882                          STATION DESCRIPTION
 CW0882
 CW0882'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 CW0882'ABOUT 22 MILES AIR LINE NORTHWEST OF POST OFFICE AT ABLES,
 CW0882'TEX., ON HIGHEST POINT OF A PROMINENT, ROUND-TOPPED HILL KNOWN
 CW0882'LOCALLY AS HENRY HILL, ABOUT 50 FEET NORTH OF TEXAS-NEW
 CW0882'MEXICO BOUNDARY LINE.  THE STATION AND REFERENCE MARKS ARE
 CW0882'STANDARD DISKS SET IN BEDROCK.
 CW0882'REFERENCE MARK NO. 1 IS 29.74 METERS (97.6 FEET) (SLOPE) FROM
 CW0882'STATION S 19 DEG 51 MIN E, AND NO. 2 IS 16.21 METERS
 CW0882'(53.2 FEET) (SLOPE) FROM STATION S 71 DEG 25 MIN W.
 CW0882'THE BEARING FROM STATION TO FOUR MILE WELL, LOCATED IN A WIDE
 CW0882'VALLEY ABOUT 2 MILES DISTANT, N 37 DEG 54 MIN E.  THE
 CW0882'BEARING FROM STATION TO THE EL PASO-MIDLAND AIRWAY, BEACON
 CW0882'NO. 8 A, IS S 27 DEG 49 MIN E, AND TO THE EL
 CW0882'PASO-MIDLAND AIRWAY, BEACON NO. 8 B, IS S 50 DEG 12 MIN E.
 CW0882'NEW MEXICO-TEXAS CLARK BOUNDARY MONUMENT NO. 14 MAY BE USED
 CW0882'AS AN AZIMUTH MARK.
 CW0882
 CW0882                          STATION RECOVERY (1964)
 CW0882
 CW0882'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (FHB)
 CW0882'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 CW0882'FOUND IN GOOD CONDITION.  A NEW DESCRIPTION ON HOW TO REACH
 CW0882'THE STATION FOLLOWS.
 CW0882'
 CW0882'TO REACH THE STATION FROM THE POST OFFICE IN DELL CITY, TEXAS, GO
 CW0882'NORTH ON THE PAVED ROAD FOR 4.2 MILES TO THE TEXAS-NEW MEXICO
 CW0882'BOUNDARY FENCE.  TAKE THE LEFT FORK AND GO NORTH FOR 0.05
 CW0882'MILE.  TAKE THE TRACK ROAD, LEFT, LEAVING THE MAIN ROAD, AND
 CW0882'GO WEST ON THE TRACK ROAD FOR 2.3 MILES TO THE NORTHWEST
 CW0882'END OF HENRY HILL.  TURN LEFT OFF THE TRACK ROAD AND GO
 CW0882'SOUTHEAST UPHILL TO THE HIGHEST POINT, NEAR THE NORTHWEST END OF
 CW0882'THE HILL AND THE STATION.
 CW0882'
 CW0882'NOTE--THE ROAD FROM THE POST OFFICE IN DELL CITY TO THE STATE
 CW0882'BOUNDARY FENCE IS STATE ROAD 1437.
 CW0882
 CW0882                          STATION RECOVERY (1986)
 CW0882
 CW0882'RECOVERED 1986
 CW0882'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0730 ***********************************************************************
 CE0730  DESIGNATION -  HERMANAS
 CE0730  PID         -  CE0730
 CE0730  STATE/COUNTY-  NM/LUNA
 CE0730  USGS QUAD   -  HERMANAS (1964)
 CE0730
 CE0730                         *CURRENT SURVEY CONTROL
 CE0730  ___________________________________________________________________
 CE0730* NAD 83(1992)-  31 48 11.62525(N)    107 56 53.27991(W)     ADJUSTED  
 CE0730* NAVD 88     -      1611.7    (meters)    5288.     (feet)  VERTCON   
 CE0730  ___________________________________________________________________
 CE0730  LAPLACE CORR-          -0.17  (seconds)                    DEFLEC99
 CE0730  GEOID HEIGHT-         -25.01  (meters)                     GEOID03
 CE0730
 CE0730  HORZ ORDER  -  FIRST
 CE0730
 CE0730.The horizontal coordinates were established by classical geodetic methods
 CE0730.and adjusted by the National Geodetic Survey in December 1993..
 CE0730
 CE0730.The NAVD 88 height was computed by applying the VERTCON shift value to
 CE0730.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CE0730
 CE0730.The Laplace correction was computed from DEFLEC99 derived deflections.
 CE0730
 CE0730.The geoid height was determined by GEOID03.
 CE0730
 CE0730;                    North         East     Units Scale Factor Converg.
 CE0730;SPC NM W     -    89,057.484   819,129.989   MT  0.99991812   -0 03 37.8
 CE0730;SPC NM W     -   292,182.76  2,687,428.97   sFT  0.99991812   -0 03 37.8
 CE0730;UTM  13      - 3,522,411.892   220,884.836   MT  1.00056093   -1 33 16.9
 CE0730;UTM  12      - 3,522,683.255   788,940.232   MT  1.00062978   +1 36 34.1
 CE0730
 CE0730!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CE0730!SPC NM W     -   0.99975092  x   0.99991812  =   0.99966906
 CE0730!UTM  13      -   0.99975092  x   1.00056093  =   1.00031171
 CE0730!UTM  12      -   0.99975092  x   1.00062978  =   1.00038054
 CE0730
 CE0730:                Primary Azimuth Mark                     Grid Az
 CE0730:SPC NM W     -  DEMING CITY WATER WORKS                  018 17 19.2
 CE0730:UTM  13      -  DEMING CITY WATER WORKS                  019 46 58.3
 CE0730:UTM  12      -  DEMING CITY WATER WORKS                  016 37 07.3
 CE0730
 CE0730|---------------------------------------------------------------------|
 CE0730| PID    Reference Object                     Distance      Geod. Az  |
 CE0730|                                                           dddmmss.s |
 CE0730| CX1898 DEMING CITY WATER WORKS             APPROX.54.5 KM 0181341.4 |
 CE0730| CC6670 HERMANAS RM NE                       12.167 METERS 04841     |
 CE0730| CC6669 HERMANAS RM S                        11.785 METERS 16910     |
 CE0730| CE0729 BOUNDARY MON 32 MX US               APPROX. 2.3 KM 1971917.7 |
 CE0730|---------------------------------------------------------------------|
 CE0730
 CE0730                          SUPERSEDED SURVEY CONTROL
 CE0730
 CE0730  NAD 83(1986)-  31 48 11.62528(N)    107 56 53.27571(W) AD(       ) 1
 CE0730  NAD 27      -  31 48 11.26100(N)    107 56 51.17300(W) AD(       ) 1
 CE0730  NGVD 29 (07/19/86) 1611.0    (m)         5285.     (f) VERT ANG       
 CE0730
 CE0730.Superseded values are not recommended for survey control.
 CE0730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0730.See file dsdata.txt to determine how the superseded data were derived.
 CE0730
 CE0730_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RBR2088522412(NAD 83)
 CE0730_MARKER: DS = TRIANGULATION STATION DISK
 CE0730_SETTING: 80 = SET IN A BOULDER
 CE0730_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 CE0730
 CE0730  HISTORY     - Date     Condition        Report By
 CE0730  HISTORY     - 1909     MONUMENTED       CGS
 CE0730  HISTORY     - 1910     GOOD             CGS
 CE0730  HISTORY     - 1917     GOOD             USGS
 CE0730  HISTORY     - 1936     GOOD             CGS
 CE0730  HISTORY     - 1936     GOOD             CGS
 CE0730
 CE0730                          STATION DESCRIPTION
 CE0730
 CE0730'DESCRIBED BY COAST AND GEODETIC SURVEY 1909 (JSH)
 CE0730'THE STATION IS ON THE HIGHEST ONE OF FOUR HILLS 3 MILES S.
 CE0730'5 DEG E. FROM HERMANAS.  THIS RANGE OF HILLS WHICH IS VISIBLE
 CE0730'FROM HERMANAS IS OF MALPAIS AND THE UPPER SLOPES ARE COVERED
 CE0730'WITH SCATTERING JUNIPER.  THE STATION MARK IS A STANDARD DISK
 CE0730'STATION MARK STAMPED HERMANES AND SET IN A SMALL BOULDER.
 CE0730'THE REFERENCE MARK, A CROSS CUT IN THE
 CE0730'TOP OF A LARGE, HIGH BOULDER IS 11.785 METERS (38.66 FEET)
 CE0730'FROM THE STATION S 10 DEG 48 MIN E.
 CE0730
 CE0730                          STATION RECOVERY (1910)
 CE0730
 CE0730'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1910 (JSH)
 CE0730'ON THE HIGHEST ONE OF FOUR HILLS 3 MILES S OF HERMANAS, A STATION
 CE0730'AND JUNCTION POINT ON THE EL PASO AND SOUTHWESTERN RAILROAD.
 CE0730'
 CE0730'STATION IS MARKED WITH A STANDARD BRONZE DISK SET IN CEMENT
 CE0730'IN A DRILL HOLE IN OUTCROPPING BEDROCK.
 CE0730'
 CE0730'REFERENCE MARK IS CROSS CUT IN TOP OF LARGE BOULDER 11.68
 CE0730'METERS (38.3 FEET) FROM STATION S 10 DEG 50 MIN E.
 CE0730
 CE0730                          STATION RECOVERY (1917)
 CE0730
 CE0730'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1917
 CE0730'STATION MARK - STANDARD NGS STATION DISK STAMPED ---HERMANES---
 CE0730'AND SET IN BOULDER.
 CE0730'
 CE0730'REFERENCE MARKS - NONE.
 CE0730
 CE0730                          STATION RECOVERY (1936)
 CE0730
 CE0730'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (WRP)
 CE0730'RECOVERED AS DESCRIBED.  REFERENCE MARKS HAVE BEEN DESTROYED.
 CE0730'STATION WAS NOT OCCUPIED BY AN OBSERVATION PARTY, LIGHT WAS
 CE0730'SHOWN FROM 4-FOOT STAND IN ORDER TO CHECK OLD ANGLES AT
 CE0730'STATIONS BURRO AND COOKS.
 CE0730'
 CE0730'NOTE--STATION MARK STAMPED HERMANES AND NOT HERMANAS AS ON
 CE0730'OLD DESCRIPTIONS AND BLUEPRINTS.
 CE0730
 CE0730                          STATION RECOVERY (1936)
 CE0730
 CE0730'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (WM)
 CE0730'STATION RECOVERED, ORIGINAL MARKS IN GOOD CONDITION.  ADDITIONAL
 CE0730'REFERENCE MARK ESTABLISHED.  UNITED STATES AND MEXICO BOUNDARY
 CE0730'MONUMENTS NOS. 31, 32 AND 33 SERVE AS AZIMUTH MARKS.  DETAILED
 CE0730'DESCRIPTION AS FOLLOWS--
 CE0730'
 CE0730'ABOUT 4 MILES S 5 DEG E FROM HERMANAS RAILWAY STATION, ON THE
 CE0730'HIGHEST PEAK OF A RANGE OF HILLS OR LOW MOUNTAINS, WHICH ARE
 CE0730'VISIBLE FROM HERMANAS.  THIS RANGE IS OF MALPAIS, AND THE UPPER
 CE0730'SLOPES ARE COVERED WITH SCATTERING JUNIPER.
 CE0730'
 CE0730'STATION MARK IS A STANDARD BRONZE DISK STAMPED HERMANAS 1910
 CE0730'AND SET IN A DRILL HOLE IN A BOULDER.
 CE0730'
 CE0730'ORIGINAL REFERENCE MARK IS A CROSS CUT ON TOP OF HIGHEST BOULDER
 CE0730'ON HILL E OF S FROM STATION.
 CE0730'
 CE0730'NEW REFERENCE MARK IS STANDARD BRONZE DISK SET IN A DRILL
 CE0730'HOLE IN A LARGE BOULDER NE OF STATION.
 CE0730'
 CE0730'TO REACH FROM SCHOOLHOUSE AT HERMANAS, WHICH IS 1/4 MILE SW
 CE0730'OF RAILWAY STATION, BY AN OLD DIM TRAIL LEADING IN A
 CE0730'SOUTHEASTERLY DIRECTION, THROUGH SADDLE THROUGH WHICH STATION
 CE0730'IS VISIBLE, 2.3 MILES TO ITS END AT AN EARTH DAM AND STOCK TANK.
 CE0730'STATION IS ABOUT 1-1/4 MILES ALMOST DUE S FROM TANK.  TRUCK
 CE0730'CAN BE DRIVEN CROSS COUNTRY ABOUT 3/4 MILE TOWARD STATION, OR
 CE0730'UNTIL GROUND BECOMES TOO ROCKY.  THENCE PACK UP RIDGE LEADING S
 CE0730'TO STATION, ABOUT 30-MINUTE CLIMB.  THERE IS A CLOSER APPROACH
 CE0730'FROM THE S BUT THE CLIMB IS MUCH STEEPER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0572 ***********************************************************************
 FN0572  DESIGNATION -  HERMIT
 FN0572  PID         -  FN0572
 FN0572  STATE/COUNTY-  NM/SAN MIGUEL
 FN0572  USGS QUAD   -  EL PORVENIR (1961)
 FN0572
 FN0572                         *CURRENT SURVEY CONTROL
 FN0572  ___________________________________________________________________
 FN0572* NAD 83(1992)-  35 44 39.94731(N)    105 24 55.14590(W)     ADJUSTED  
 FN0572* NAVD 88     -      3129.4    (meters)   10267.     (feet)  VERTCON   
 FN0572  ___________________________________________________________________
 FN0572  LAPLACE CORR-         -10.49  (seconds)                    DEFLEC99
 FN0572  GEOID HEIGHT-         -17.70  (meters)                     GEOID03
 FN0572
 FN0572  HORZ ORDER  -  FIRST
 FN0572
 FN0572.The horizontal coordinates were established by classical geodetic methods
 FN0572.and adjusted by the National Geodetic Survey in December 1993..
 FN0572
 FN0572.The NAVD 88 height was computed by applying the VERTCON shift value to
 FN0572.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FN0572
 FN0572.The Laplace correction was computed from DEFLEC99 derived deflections.
 FN0572
 FN0572.The geoid height was determined by GEOID03.
 FN0572
 FN0572;                    North         East     Units Scale Factor Converg.
 FN0572;SPC NM E     -   526,703.129    67,137.485   MT  1.00002707   -0 37 55.6
 FN0572;SPC NM E     - 1,728,025.18    220,266.90   sFT  1.00002707   -0 37 55.6
 FN0572;UTM  13      - 3,955,682.095   462,447.842   MT  0.99961738   -0 14 33.4
 FN0572
 FN0572!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FN0572!SPC NM E     -   0.99951184  x   1.00002707  =   0.99953889
 FN0572!UTM  13      -   0.99951184  x   0.99961738  =   0.99912940
 FN0572
 FN0572|---------------------------------------------------------------------|
 FN0572| PID    Reference Object                     Distance      Geod. Az  |
 FN0572|                                                           dddmmss.s |
 FN0572| CJ7459 HERMIT RM 1                          22.438 METERS 05205     |
 FN0572| FN0540 LAS VEGAS RAD STA KFUN TOWER        APPROX.25.0 KM 1305030.4 |
 FN0572| CJ7460 HERMIT RM 2                          24.286 METERS 15104     |
 FN0572| FN0666 TRUCHAS                             APPROX.31.9 KM 3192748.0 |
 FN0572|---------------------------------------------------------------------|
 FN0572
 FN0572                          SUPERSEDED SURVEY CONTROL
 FN0572
 FN0572  NAD 83(1986)-  35 44 39.95285(N)    105 24 55.14742(W) AD(       ) 1
 FN0572  NAD 27      -  35 44 39.82080(N)    105 24 53.09670(W) AD(       ) 1
 FN0572  NGVD 29 (07/19/86) 3128.3    (m)        10263.     (f) VERT ANG       
 FN0572
 FN0572.Superseded values are not recommended for survey control.
 FN0572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0572.See file dsdata.txt to determine how the superseded data were derived.
 FN0572
 FN0572_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV6244855682(NAD 83)
 FN0572_MARKER: DS = TRIANGULATION STATION DISK
 FN0572_SETTING: 80 = SET IN A BOULDER
 FN0572_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 FN0572
 FN0572  HISTORY     - Date     Condition        Report By
 FN0572  HISTORY     - 1953     MONUMENTED       CGS
 FN0572  HISTORY     - 1961     GOOD             CGS
 FN0572
 FN0572                          STATION DESCRIPTION
 FN0572
 FN0572'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (WRH)
 FN0572'THE STATION IS LOCATED AIRLINE, ABOUT 15 MILES NORTHWEST OF
 FN0572'LAS VEGAS AND ABOUT 9 MILES WEST-SOUTHWEST OF SAPELLO ON THE
 FN0572'HIGHEST POINT OF HERMIT MOUNTAIN.
 FN0572'
 FN0572'THE STATION IS A STANDARD DISK STAMPED HERMIT 1953 SET IN A
 FN0572'DRILL HOLE IN A BOULDER WHICH IS ABOUT FLUSH WITH THE GROUND.
 FN0572'IT IS 140 FEET WEST-NORTHWEST OF A FOREST SERVICE LEAN-TO AND
 FN0572'48 FEET NORTH OF THE TRAIL WHICH LEADS TO THE FOREST SERVICE
 FN0572'CABIN.
 FN0572'
 FN0572'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED HERMIT
 FN0572'NO 1 1953 SET IN A DRILL HOLE IN AN OUTCROPPING OF BEDROCK
 FN0572'WHICH IS ABOUT FLUSH WITH THE GROUND AND IS ABOUT THE SAME
 FN0572'ELEVATION AS THE STATION.
 FN0572'
 FN0572'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED HERMIT
 FN0572'NO 2 1953 SET IN A DRILL HOLE IN AN OUTCROPPING OF BEDROCK WHICH
 FN0572'IS ABOUT FLUSH WITH THE GROUND AND IS ABOUT THE SAME ELEVATION
 FN0572'AS THE STATION.  IT IS ABOUT 20 FEET SOUTH OF THE TRAIL.
 FN0572'
 FN0572'TO REACH THE STATION FROM THE POST OFFICE IN WEST LAS VEGAS, GO
 FN0572'NORTH ON STATE HIGHWAY 65 FOR 5.2 MILES TO A POINT WHERE THE
 FN0572'HIGHWAY TURNS LEFT, JUST BEFORE REACHING THE POST OFFICE IN
 FN0572'THE VILLAGE OF MONTEZUMA.  TURN LEFT AND FOLLOW STATE HIGHWAY
 FN0572'65 WESTERLY FOR 8.95 MILES TO A FORK.  TAKE THE RIGHT FORK AS
 FN0572'PER SIGN HERMIT PEAK 7 AND GO 0.35 MILE TO A STORE ON THE
 FN0572'RIGHT.  CONTINUE NORTHERLY FOR 0.1 MILE TO THE ENTRANCE ROAD
 FN0572'OF MR. DURANS RANCH.  MR. DURAN HAS HORSES FOR HIRE.  CONTINUE
 FN0572'WESTERLY ON THE MAIN TRAVELED ROAD FOR 3.0 MILES TO A LARGE
 FN0572'AND A SMALL GATE AT A POINT WHERE THE ROAD TURNS LEFT TO THE
 FN0572'EL PORVENIR LODGE.  HORSES WERE USED FROM THIS POINT.  PASS
 FN0572'THROUGH THE GATE, TURN LEFT, AND FOLLOW THE TRAIL, PASSING TO THE
 FN0572'LEFT OF TWO COTTAGES TO A POLE GATE JUST NORTHWEST OF A
 FN0572'POLE CORRAL.  PASS THROUGH THE GATE AND FOLLOW THE VERY
 FN0572'PLAIN TRAIL FOR ABOUT 4 MILES TO THE SUMMIT OF HERMIT
 FN0572'MOUNTAIN, A FOREST SERVICE LEAN-TO, AND THE STATION.
 FN0572'
 FN0572'HEIGHT OF LIGHT ABOVE STATION MARK 12.55 METERS.
 FN0572
 FN0572                          STATION RECOVERY (1961)
 FN0572
 FN0572'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (HWK)
 FN0572'THE STATION WAS RECOVERED AND THE MARKS WERE IN GOOD CONDITION.
 FN0572'A DIFFERENCE OF 0.04 FOOT TO EACH REFERENCE MARK WAS FOUND.
 FN0572'THE DISTANCE BEING LONGER THAN THE PREVIOUS MEASUREMENT.  THE
 FN0572'DIRECTION TO REFERENCE MARK 1 WAS VERIFIED.  THE DIRECTION TO
 FN0572'REFERENCE MARK 2 DID NOT CHECK BY 2 MINUTES 29 SECONDS.  A
 FN0572'NEW DESCRIPTION FOLLOWS.
 FN0572'
 FN0572'THE STATION IS ABOUT 15 MILES NORTHWEST OF LAS VEGAS, 9
 FN0572'MILES WEST OF SAPELLO AND ON TOP OF HERMIT MOUNTAIN.
 FN0572'
 FN0572'TO REACH THE STATION, FROM THE POST OFFICE IN MONTEZUMA, GO
 FN0572'WEST ON STATE HIGHWAY 65 FOR 2.0 MILES TO A SIDE ROAD RIGHT.
 FN0572'TURN RIGHT AND GO NORTHWESTERLY FOR 2.3 MILES TO A ROAD FORK.
 FN0572'BEAR RIGHT FOR 0.75 MILE TO EL PORVENIR CAMP AND END OF TRUCK
 FN0572'TRAVEL.  HORSES WERE HIRED AT THIS CAMP.  THE TRAIL TO THE TOP
 FN0572'OF THE MOUNTAIN ALSO STARTS HERE.  THE TIME, WITH HORSES, TO
 FN0572'REACH THE STATION WAS 1 HOUR 45 MINUTES.
 FN0572'
 FN0572'THE STATION, A STANDARD DISK STAMPED HERMIT 1953, IS 56 FEET
 FN0572'NORTHWEST OF A TRIANGULAR BLAZED TREE, 44 FEET NORTH OF THE
 FN0572'TRAIL AND 17.9 FEET SOUTHEAST OF A PERMANENT TYPE OUTDOOR
 FN0572'LAVATORY.  IT IS CEMENTED IN A DRILL HOLE IN THE TOP OF A
 FN0572'BOULDER THAT IS 0.1 FOOT BELOW THE SURFACE OF THE GROUND.
 FN0572'
 FN0572'REFERENCE MARK 1, A STANDARD DISK CEMENTED IN THE TOP OF A
 FN0572'BOULDER THAT PROJECTS 0.2 FOOT, IS STAMPED HERMIT NO 1 1953.
 FN0572'IT IS 93 FEET NORTHWEST OF A PERMANENT LEAN-TO, 92 FEET NORTH
 FN0572'OF THE TRAIL AND 67.8 FEET NORTHEAST OF THE LAVATORY.
 FN0572'
 FN0572'REFERENCE MARK 2, A STANDARD DISK CEMENTED IN THE TOP OF A
 FN0572'BOULDER THAT IS FLUSH WITH THE GROUND, IS STAMPED HERMIT NO
 FN0572'2 1953.  IT IS 95.4 FEET SOUTHWEST OF THE LEAN-TO, 26.5 FEET
 FN0572'SOUTH OF THE TRAIL AND 24 FEET SOUTHEAST OF THE BLAZED TREE.
 FN0572'
 FN0572'REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0748 ***********************************************************************
 FN0748  DESIGNATION -  HERMIT
 FN0748  PID         -  FN0748
 FN0748  STATE/COUNTY-  NM/SAN MIGUEL
 FN0748  USGS QUAD   -  EL PORVENIR (1961)
 FN0748
 FN0748                         *CURRENT SURVEY CONTROL
 FN0748  ___________________________________________________________________
 FN0748* NAD 83(1992)-  35 44 42.04084(N)    105 24 51.13432(W)     ADJUSTED  
 FN0748* NAVD 88     -      3121.6    (meters)   10241.     (feet)  VERTCON   
 FN0748  ___________________________________________________________________
 FN0748  LAPLACE CORR-         -10.52  (seconds)                    DEFLEC99
 FN0748  GEOID HEIGHT-         -17.70  (meters)                     GEOID03
 FN0748
 FN0748  HORZ ORDER  -  THIRD
 FN0748
 FN0748.The horizontal coordinates were established by classical geodetic methods
 FN0748.and adjusted by the National Geodetic Survey in December 1993..
 FN0748
 FN0748.The NAVD 88 height was computed by applying the VERTCON shift value to
 FN0748.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FN0748
 FN0748.The Laplace correction was computed from DEFLEC99 derived deflections.
 FN0748
 FN0748.The geoid height was determined by GEOID03.
 FN0748
 FN0748;                    North         East     Units Scale Factor Converg.
 FN0748;SPC NM E     -   526,766.539    67,238.988   MT  1.00002682   -0 37 53.3
 FN0748;SPC NM E     - 1,728,233.22    220,599.91   sFT  1.00002682   -0 37 53.3
 FN0748;UTM  13      - 3,955,746.168   462,548.870   MT  0.99961728   -0 14 31.1
 FN0748
 FN0748!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FN0748!SPC NM E     -   0.99951306  x   1.00002682  =   0.99953987
 FN0748!UTM  13      -   0.99951306  x   0.99961728  =   0.99913053
 FN0748
 FN0748                          SUPERSEDED SURVEY CONTROL
 FN0748
 FN0748  NAD 83(1986)-  35 44 42.04660(N)    105 24 51.13619(W) AD(       ) 3
 FN0748  NGVD 29 (10/23/90) 3120.5    (m)        10238.     (f) VERT ANG       
 FN0748
 FN0748.Superseded values are not recommended for survey control.
 FN0748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0748.See file dsdata.txt to determine how the superseded data were derived.
 FN0748
 FN0748_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV6254955746(NAD 83)
 FN0748_MARKER: DS = TRIANGULATION STATION DISK
 FN0748_SETTING: 0 = UNSPECIFIED SETTING
 FN0748_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FN0748
 FN0748  HISTORY     - Date     Condition        Report By
 FN0748  HISTORY     - 1965     MONUMENTED       USGS
 FN0748
 FN0748                          STATION DESCRIPTION
 FN0748
 FN0748'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 FN0748'STATION LOCATED ABOUT 15 MI. (AIRLINE) NW. OF LAS VEGAS AND ABOUT 9
 FN0748'MI. WSW. OF SAPELLO, ON THE NE. RIM OF HERMIT PEAK.
 FN0748'
 FN0748'REACHED BY HELICOPTER.  NOTE--THE STATION MAY ALSO BE REACHED BY
 FN0748'HORSES BY FOLLOWING THE NGS DESCRIPTION TO THEIR STATION ---HERMIT---.
 FN0748'
 FN0748'STATION MARK--STANDARD USGS TABLET CEMENTED IN A DRILL HOLE ABOUT 30
 FN0748'FT. FROM THE NE. RIM OF THE PEAK AND AT A USFS HELIPORT, STAMPED
 FN0748'---HERMIT-ET 1965---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0769 ***********************************************************************
 FN0769  DESIGNATION -  HERMIT
 FN0769  PID         -  FN0769
 FN0769  STATE/COUNTY-  NM/SAN MIGUEL
 FN0769  USGS QUAD   -  EL PORVENIR (1961)
 FN0769
 FN0769                         *CURRENT SURVEY CONTROL
 FN0769  ___________________________________________________________________
 FN0769* NAD 83(1992)-  35 44 32.37423(N)    105 24 54.71992(W)     ADJUSTED  
 FN0769* NAVD 88     -      3113.7    (meters)   10216.     (feet)  VERTCON   
 FN0769  ___________________________________________________________________
 FN0769  LAPLACE CORR-         -10.54  (seconds)                    DEFLEC99
 FN0769  GEOID HEIGHT-         -17.70  (meters)                     GEOID03
 FN0769
 FN0769  HORZ ORDER  -  THIRD
 FN0769
 FN0769.The horizontal coordinates were established by classical geodetic methods
 FN0769.and adjusted by the National Geodetic Survey in December 1993..
 FN0769
 FN0769.The NAVD 88 height was computed by applying the VERTCON shift value to
 FN0769.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FN0769
 FN0769.The Laplace correction was computed from DEFLEC99 derived deflections.
 FN0769
 FN0769.The geoid height was determined by GEOID03.
 FN0769
 FN0769;                    North         East     Units Scale Factor Converg.
 FN0769;SPC NM E     -   526,469.611    67,145.613   MT  1.00002705   -0 37 55.2
 FN0769;SPC NM E     - 1,727,259.05    220,293.57   sFT  1.00002705   -0 37 55.2
 FN0769;UTM  13      - 3,955,448.734   462,457.554   MT  0.99961737   -0 14 33.1
 FN0769
 FN0769!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FN0769!SPC NM E     -   0.99951430  x   1.00002705  =   0.99954134
 FN0769!UTM  13      -   0.99951430  x   0.99961737  =   0.99913186
 FN0769
 FN0769                          SUPERSEDED SURVEY CONTROL
 FN0769
 FN0769  NAD 83(1992)-  35 44 32.37928(N)    105 24 54.72190(W) AD(       ) 3
 FN0769  NGVD 29 (04/06/92) 3112.6    (m)        10212.     (f) VERT ANG       
 FN0769
 FN0769.Superseded values are not recommended for survey control.
 FN0769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0769.See file dsdata.txt to determine how the superseded data were derived.
 FN0769
 FN0769_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV6245855449(NAD 83)
 FN0769_MARKER: DS = TRIANGULATION STATION DISK
 FN0769_SETTING: 0 = UNSPECIFIED SETTING
 FN0769_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FN0769
 FN0769  HISTORY     - Date     Condition        Report By
 FN0769  HISTORY     - 1931     MONUMENTED       USGS
 FN0769
 FN0769                          STATION DESCRIPTION
 FN0769
 FN0769'DESCRIBED BY US GEOLOGICAL SURVEY 1931
 FN0769'ON S. SIDE OF HERMITS PEAK, LOCATED ABOUT 20 MI. NW. OF LAS VEGAS.
 FN0769'
 FN0769'PACK ANIMALS CAN BE TAKEN TO THE TOP AND A CAR CAN BE DRIVEN TO
 FN0769'WITHIN ABOUT 3 MI. OF A RESORT KNOWN AS EL PORVENIR.
 FN0769'
 FN0769'THE STATION IS ON THE S. SIDE OF THE HILL, 37.3 FT. N. OF A USFS
 FN0769'MASONARY ROCK PROTRACTOR STAND.
 FN0769'
 FN0769'RECOVERED BY USGS, 1961.
 FN0769'
 FN0769'STATION MARK--STANDARD BRONZE TABLET CEMENTED IN ROCK IN PLACE AND
 FN0769'STAMPED---R 1931---.
 FN0769'
 FN0769'REFERENCE MARK NO. 1--A STANDARD BRONZE REFERENCE TABLET, 53.70 FT.
 FN0769'FROM STATION MARK.
 FN0769'
 FN0769'REFERENCE MARK NO. 2--IS SIGNAL MONUMENT, 6.60 FT. FROM STATION MARK.
 FN0769'
 FN0769'NOTE--THE NGS HAS ESTABLISHED A NEW STATION --HERMIT 1953--, ABOUT
 FN0769'750 FT. NW. ON THE HIGHEST POINT OF THE SAME MOUNTAIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0910 ***********************************************************************
 CY0910  DESIGNATION -  HERMOSA 2
 CY0910  PID         -  CY0910
 CY0910  STATE/COUNTY-  NM/GRANT
 CY0910  USGS QUAD   -  SANTA RITA MINE (1992)
 CY0910
 CY0910                         *CURRENT SURVEY CONTROL
 CY0910  ___________________________________________________________________
 CY0910* NAD 83(1992)-  32 50 33.17063(N)    108 06 04.84933(W)     ADJUSTED  
 CY0910* NAVD 88     -      2309.7    (meters)    7578.     (feet)  VERTCON   
 CY0910  ___________________________________________________________________
 CY0910  LAPLACE CORR-           2.54  (seconds)                    DEFLEC99
 CY0910  GEOID HEIGHT-         -23.20  (meters)                     GEOID03
 CY0910
 CY0910  HORZ ORDER  -  THIRD
 CY0910
 CY0910.The horizontal coordinates were established by classical geodetic methods
 CY0910.and adjusted by the National Geodetic Survey in December 1993..
 CY0910
 CY0910.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0910.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0910
 CY0910.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY0910
 CY0910.The geoid height was determined by GEOID03.
 CY0910
 CY0910;                    North         East     Units Scale Factor Converg.
 CY0910;SPC NM W     -   204,326.543   804,910.918   MT  0.99992443   -0 08 43.3
 CY0910;SPC NM W     -   670,361.33  2,640,778.57   sFT  0.99992443   -0 08 43.3
 CY0910;UTM  12      - 3,637,555.848   771,308.033   MT  1.00050772   +1 34 22.8
 CY0910
 CY0910!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY0910!SPC NM W     -   0.99964114  x   0.99992443  =   0.99956559
 CY0910!UTM  12      -   0.99964114  x   1.00050772  =   1.00014867
 CY0910
 CY0910:                Primary Azimuth Mark                     Grid Az
 CY0910:SPC NM W     -  BLACK TANK                               159 32 03.3
 CY0910:UTM  12      -  BLACK TANK                               157 48 57.2
 CY0910
 CY0910|---------------------------------------------------------------------|
 CY0910| PID    Reference Object                     Distance      Geod. Az  |
 CY0910|                                                           dddmmss.s |
 CY0910| CY0909 BLACK TANK                          APPROX. 6.3 KM 1592320.0 |
 CY0910|---------------------------------------------------------------------|
 CY0910
 CY0910                          SUPERSEDED SURVEY CONTROL
 CY0910
 CY0910  NAD 83(1986)-  32 50 33.16842(N)    108 06 04.84979(W) AD(       ) 3
 CY0910  NAD 27      -  32 50 32.89883(N)    108 06 02.69271(W) AD(       ) 3
 CY0910  NGVD 29 (07/19/86) 2308.8    (m)         7575.     (f) VERT ANG       
 CY0910
 CY0910.Superseded values are not recommended for survey control.
 CY0910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0910.See file dsdata.txt to determine how the superseded data were derived.
 CY0910
 CY0910_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYB7130837556(NAD 83)
 CY0910_MARKER: DD = SURVEY DISK
 CY0910_SETTING: 66 = SET IN ROCK OUTCROP
 CY0910_SP_SET: SET IN BEDROCK
 CY0910_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CY0910+STABILITY: POSITION/ELEVATION WELL
 CY0910
 CY0910  HISTORY     - Date     Condition        Report By
 CY0910  HISTORY     - 1945     MONUMENTED       USGS
 CY0910
 CY0910                          STATION DESCRIPTION
 CY0910
 CY0910'DESCRIBED BY US GEOLOGICAL SURVEY 1945
 CY0910'LOCATED ON PROMINENT PEAK, ABOUT 2 MI. W. OF FIERRO POST OFFICE, ABOUT
 CY0910'0.5 MI. NW. OF PEARSON U.S. COPPER MINE.  NEAR QUARTER CORNER BETWEEN
 CY0910'SECS. 8 AND 9, T 17 S, R 12 W.  ANOTHER TOP ABOUT 200 FT. NE. IS
 CY0910'ABOUT SAME HEIGHT.  TOP IS PARTLY COVERED WITH SCRUB OAK AND PINON
 CY0910'TREES.  STATION IS ABOUT 6 FT. NNE. OF HIGHEST POINT OF TOP AND IS
 CY0910'ABOUT 2 FT. LOWER IN ELEVATION.
 CY0910'
 CY0910'STATION MARK--STANDARD TABLET, STAMPED ---HERMOSA 1945---, AND SET
 CY0910'ABOUT 6 IN. BELOW GROUND LEVEL IN LEANING BEDROCK.
 CY0910'
 CY0910'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0704 ***********************************************************************
 CE0704  DESIGNATION -  HERRINGTON
 CE0704  PID         -  CE0704
 CE0704  STATE/COUNTY-  NM/DONA ANA
 CE0704  USGS QUAD   -  NORIA (1985)
 CE0704
 CE0704                         *CURRENT SURVEY CONTROL
 CE0704  ___________________________________________________________________
 CE0704* NAD 83(1992)-  31 51 35.85347(N)    106 50 08.23937(W)     ADJUSTED  
 CE0704* NAVD 88     -      1266.     (meters)    4154.     (feet)  SCALED    
 CE0704  ___________________________________________________________________
 CE0704  LAPLACE CORR-           0.45  (seconds)                    DEFLEC99
 CE0704  GEOID HEIGHT-         -24.22  (meters)                     GEOID03
 CE0704
 CE0704  HORZ ORDER  -  THIRD
 CE0704
 CE0704.The horizontal coordinates were established by classical geodetic methods
 CE0704.and adjusted by the National Geodetic Survey in December 1993..
 CE0704
 CE0704.The orthometric height was scaled from a topographic map.
 CE0704
 CE0704.The Laplace correction was computed from DEFLEC99 derived deflections.
 CE0704
 CE0704.The geoid height was determined by GEOID03.
 CE0704
 CE0704;                    North         East     Units Scale Factor Converg.
 CE0704;SPC NM C     -    95,489.572   444,583.902   MT  0.99993786   -0 18 32.9
 CE0704;SPC NM C     -   313,285.37  1,458,605.69   sFT  0.99993786   -0 18 32.9
 CE0704;UTM  13      - 3,526,382.099   326,339.420   MT  0.99997195   -0 58 09.0
 CE0704
 CE0704!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CE0704!SPC NM C     -   0.99980512  x   0.99993786  =   0.99974299
 CE0704!UTM  13      -   0.99980512  x   0.99997195  =   0.99977708
 CE0704
 CE0704:                Primary Azimuth Mark                     Grid Az
 CE0704:SPC NM C     -  MIDWAY                                   144 51 39.1
 CE0704:UTM  13      -  MIDWAY                                   145 31 15.2
 CE0704
 CE0704|---------------------------------------------------------------------|
 CE0704| PID    Reference Object                     Distance      Geod. Az  |
 CE0704|                                                           dddmmss.s |
 CE0704| CE0703 MIDWAY                              APPROX. 6.8 KM 1443306.2 |
 CE0704|---------------------------------------------------------------------|
 CE0704
 CE0704                          SUPERSEDED SURVEY CONTROL
 CE0704
 CE0704  NAD 83(1986)-  31 51 35.85731(N)    106 50 08.23692(W) AD(       ) 3
 CE0704  NAD 27      -  31 51 35.48474(N)    106 50 06.23702(W) AD(       ) 3
 CE0704
 CE0704.Superseded values are not recommended for survey control.
 CE0704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0704.See file dsdata.txt to determine how the superseded data were derived.
 CE0704
 CE0704_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR2633926382(NAD 83)
 CE0704_MARKER: Z = SEE DESCRIPTION
 CE0704_SETTING: 0 = UNSPECIFIED SETTING
 CE0704_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CE0704
 CE0704  HISTORY     - Date     Condition        Report By
 CE0704  HISTORY     - 1917     MONUMENTED       USGS
 CE0704
 CE0704                          STATION DESCRIPTION
 CE0704
 CE0704'DESCRIBED BY US GEOLOGICAL SURVEY 1917
 CE0704'4.0 MI. NNE. OF NORIA, STATION ON THE EL PASO AND SOUTHWESTERN
 CE0704'RAILROAD, 25 MI. W. OF EL PASO, 3.5 MI. NE. OF HERRINGTONS RANCH HOUSE
 CE0704'AND WELL, 1 MI. E. OF AN OLD RD. RUNNING FROM HERRINGTONS RANCH TO
 CE0704'LANARK, 1 MI. S. OF AN E-W. FENCE LINE CROSSING THIS RD., ON HIGHEST
 CE0704'PART OF DIVIDING  RIDGE HAVING A GENERAL DIRECTION OF NE. AND SW. ON
 CE0704'TOP OF A SAND BUMP WHICH IS ABOUT 3 FT. HIGHER THAN THE GENERAL
 CE0704'ELEVATION IN THE IMMEDIATE VICINITY.
 CE0704'
 CE0704'STATION MARK - IRON BENCH MARK  POST SET IN GROUND WITH ABOUT 4 IN.
 CE0704'PROJECTING.
 CE0704'
 CE0704'REFERENCE MARKS - NONE.
 CE0704'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1595 ***********************************************************************
 CX1595  DESIGNATION -  HIBEX
 CX1595  PID         -  CX1595
 CX1595  STATE/COUNTY-  NM/OTERO
 CX1595  USGS QUAD   -  WHITE SANDS NE (1955)
 CX1595
 CX1595                         *CURRENT SURVEY CONTROL
 CX1595  ___________________________________________________________________
 CX1595* NAD 83(1992)-  32 25 00.36357(N)    106 18 45.81520(W)     ADJUSTED  
 CX1595* NAVD 88     -      1231.24   (+/-2cm)    4039.5    (feet)  VERTCON   
 CX1595  ___________________________________________________________________
 CX1595  LAPLACE CORR-           2.20  (seconds)                    DEFLEC99
 CX1595  GEOID HEIGHT-         -23.65  (meters)                     GEOID03
 CX1595
 CX1595  HORZ ORDER  -  FIRST
 CX1595  VERT ORDER  -  THIRD ? (See Below)
 CX1595
 CX1595.The horizontal coordinates were established by classical geodetic methods
 CX1595.and adjusted by the National Geodetic Survey in December 1993..
 CX1595
 CX1595.The NAVD 88 height was computed by applying the VERTCON shift value to
 CX1595.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CX1595.The vertical order pertains to the NGVD 29 superseded value.
 CX1595
 CX1595.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1595
 CX1595.The geoid height was determined by GEOID03.
 CX1595
 CX1595;                    North         East     Units Scale Factor Converg.
 CX1595;SPC NM C     -   157,079.692   494,100.338   MT  0.99990043   -0 02 01.1
 CX1595;SPC NM C     -   515,352.29  1,621,060.86   sFT  0.99990043   -0 02 01.1
 CX1595;UTM  13      - 3,587,390.871   376,565.490   MT  0.99978788   -0 42 13.7
 CX1595
 CX1595!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1595!SPC NM C     -   0.99981043  x   0.99990043  =   0.99971088
 CX1595!UTM  13      -   0.99981043  x   0.99978788  =   0.99959835
 CX1595
 CX1595:                Primary Azimuth Mark                     Grid Az
 CX1595:SPC NM C     -  RED                                      272 14 17.6
 CX1595:UTM  13      -  RED                                      272 54 30.2
 CX1595
 CX1595|---------------------------------------------------------------------|
 CX1595| PID    Reference Object                     Distance      Geod. Az  |
 CX1595|                                                           dddmmss.s |
 CX1595| CX1606 RED                                 APPROX. 0.9 KM 2721216.5 |
 CX1595|---------------------------------------------------------------------|
 CX1595
 CX1595                          SUPERSEDED SURVEY CONTROL
 CX1595
 CX1595  NAD 83(1986)-  32 25 00.36994(N)    106 18 45.81402(W) AD(       ) 1
 CX1595  NAD 27      -  32 25 00.03328(N)    106 18 43.84827(W) AD(       ) 1
 CX1595  NGVD 29 (07/19/86) 1230.65   (m)         4037.6    (f) LEVELING    3  
 CX1595
 CX1595.Superseded values are not recommended for survey control.
 CX1595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1595.See file dsdata.txt to determine how the superseded data were derived.
 CX1595
 CX1595_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR7656587391(NAD 83)
 CX1595_MARKER: DD = SURVEY DISK
 CX1595_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 CX1595+WITH SETTING: PAVEMENT
 CX1595_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX1595+STABILITY: SURFACE MOTION
 CX1595
 CX1595  HISTORY     - Date     Condition        Report By
 CX1595  HISTORY     - 1968     MONUMENTED       CGS
 CX1595
 CX1595                          STATION DESCRIPTION
 CX1595
 CX1595'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JCC)
 CX1595'STATION IS LOCATED ABOUT 10.8 MILES EAST OF WHITE SANDS MISSILE
 CX1595'RANGE HEADQUARTERS AND 1.2 MILES NORTH OF WSMR ROUTE 2 IN THE
 CX1595'CENTER OF A CONCRETE PAD.
 CX1595'
 CX1595'TO REACH FROM WHITE SANDS MISSILE RANGE HEADQUARTERS TAKE WSMR ROUTE
 CX1595'EASTERLY 11.0 MILES TO A PAVED ROAD ON THE LEFT.  TURN LEFT AND
 CX1595'FOLLOW PAVED ROAD NORTHERLY 0.85 MILE TO A PAVED ROAD ON THE LEFT.
 CX1595'TURN LEFT AND FOLLOW PAVED ROAD WESTERLY 0.2 MILES TO A PAVED ROAD
 CX1595'ON THE RIGHT.  TURN RIGHT AND FOLLOW PAVED ROAD NORTHERLY 0.3
 CX1595'MILE TO STATION.
 CX1595'
 CX1595'STATION, STAMPED HIBEX, IS A PLAIN BRONZE DISK WITH A CENTER PUNCH
 CX1595'SET IN A DRILL HOLE FLUSH WITH THE TOP OF THE CONCRETE SLAB.  IT IS
 CX1595'28.3 FEET SOUTH SOUTHEAST OF THE NORTHWEST CORNER OF THE CONCRETE
 CX1595'SLAB, 28.3 FEET SOUTH SOUTHWEST OF THE NORTHEAST CORNER OF THE
 CX1595'SLAB, 28.1 FEET NORTH NORTHEAST OF THE SOUTHWEST CORNER OF THE
 CX1595'SLAB AND 28.1 FEET NORTH NORTHWEST OF THE SOUTHEAST CORNER OF THE
 CX1595'SLAB.
 CX1595'
 CX1595'HEIGHT OF LIGHT ABOVE STATION MARK 1.3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0687 ***********************************************************************
 EQ0687  DESIGNATION -  HIBNER
 EQ0687  PID         -  EQ0687
 EQ0687  STATE/COUNTY-  NM/TORRANCE
 EQ0687  USGS QUAD   -  ESTANCIA (1986)
 EQ0687
 EQ0687                         *CURRENT SURVEY CONTROL
 EQ0687  ___________________________________________________________________
 EQ0687* NAD 83(1992)-  34 52 27.60234(N)    106 04 23.58241(W)     ADJUSTED  
 EQ0687* NAVD 88     -      1901.9    (meters)    6240.     (feet)  VERTCON   
 EQ0687  ___________________________________________________________________
 EQ0687  LAPLACE CORR-          -1.53  (seconds)                    DEFLEC99
 EQ0687  GEOID HEIGHT-         -19.69  (meters)                     GEOID03
 EQ0687
 EQ0687  HORZ ORDER  -  THIRD
 EQ0687  VERT ORDER  -  THIRD ? (See Below)
 EQ0687
 EQ0687.The horizontal coordinates were established by classical geodetic methods
 EQ0687.and adjusted by the National Geodetic Survey in December 1993..
 EQ0687
 EQ0687.The NAVD 88 height was computed by applying the VERTCON shift value to
 EQ0687.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EQ0687.The vertical order pertains to the NGVD 29 superseded value.
 EQ0687
 EQ0687.The Laplace correction was computed from DEFLEC99 derived deflections.
 EQ0687
 EQ0687.The geoid height was determined by GEOID03.
 EQ0687
 EQ0687;                    North         East     Units Scale Factor Converg.
 EQ0687;SPC NM C     -   429,648.551   516,161.192   MT  0.99990322   +0 06 03.9
 EQ0687;SPC NM C     - 1,409,605.29  1,693,438.84   sFT  0.99990322   +0 06 03.9
 EQ0687;UTM  13      - 3,859,632.607   401,915.652   MT  0.99971857   -0 36 49.3
 EQ0687
 EQ0687!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EQ0687!SPC NM C     -   0.99970464  x   0.99990322  =   0.99960789
 EQ0687!UTM  13      -   0.99970464  x   0.99971857  =   0.99942329
 EQ0687
 EQ0687:                Primary Azimuth Mark                     Grid Az
 EQ0687:SPC NM C     -  EASY                                     095 08 53.2
 EQ0687:UTM  13      -  EASY                                     095 51 46.4
 EQ0687
 EQ0687|---------------------------------------------------------------------|
 EQ0687| PID    Reference Object                     Distance      Geod. Az  |
 EQ0687|                                                           dddmmss.s |
 EQ0687| EQ0683 EASY                                APPROX. 5.3 KM 0951457.1 |
 EQ0687|---------------------------------------------------------------------|
 EQ0687
 EQ0687                          SUPERSEDED SURVEY CONTROL
 EQ0687
 EQ0687  NAD 83(1986)-  34 52 27.61331(N)    106 04 23.58457(W) AD(       ) 3
 EQ0687  NAD 27      -  34 52 27.42276(N)    106 04 21.51292(W) AD(       ) 3
 EQ0687  NGVD 29 (07/19/86) 1901.0    (m)         6237.     (f) LEVELING    3  
 EQ0687
 EQ0687.Superseded values are not recommended for survey control.
 EQ0687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0687.See file dsdata.txt to determine how the superseded data were derived.
 EQ0687
 EQ0687_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDU0191659633(NAD 83)
 EQ0687
 EQ0687  HISTORY     - Date     Condition        Report By
 EQ0687  HISTORY     - UNK      MONUMENTED
 EQ0687  HISTORY     - 1959     GOOD             USGS
 EQ0687
 EQ0687                          STATION DESCRIPTION
 EQ0687
 EQ0687'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 EQ0687'STATION IS LOCATED ABOUT 8 MI. (AIRLINE) N. OF ESTANCIA, NEW MEXICO,
 EQ0687'ABOUT 2 MI. (AIRLINE) NW. OF MCINTOSH, AND IN SEC. 35, T 8 N, R 8 E.
 EQ0687'
 EQ0687'TO REACH STATION FROM THE POST OFFICE IN ESTANCIA, GO N. ON STATE
 EQ0687'HIGHWAY 41 FOR 7.2 MI. TO MCINTOSH STORE, CONTINUE ON N. FOR 0.45 MI.
 EQ0687'TO CROSSROADS, TURN LEFT (W.) ON A GRADED DIRT RD. FOR 0.9 MI. TO A
 EQ0687'DRIVEWAY N., GO RIGHT (N.) ON DRIVEWAY FOR 0.15 MI. TO HIBNERS FARM
 EQ0687'HOUSE, GO NW. ON A TRACK RD. FOR 0.3 MI. TO A LARGE IRRIGATION POND,
 EQ0687'ON TOP OF A HILL, AND STATION SITE.  THE STATION IS ON TOP OF DIRT
 EQ0687'BANK, AROUND POND AND AT SW. CORNER.
 EQ0687'
 EQ0687'STATION MARK--STANDARD USGS ALUMINUM TABLET, STAMPED ---HIBNER 1954
 EQ0687'VABM 6237---, AND SET IN CONCRETE POST, PROJECTING 0.5 FT. ABOVE
 EQ0687'GROUND.
 EQ0687'
 EQ0687'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0731 ***********************************************************************
 EQ0731  DESIGNATION -  HIGH
 EQ0731  PID         -  EQ0731
 EQ0731  STATE/COUNTY-  NM/SOCORRO
 EQ0731  USGS QUAD   -  BECKER (1979)
 EQ0731
 EQ0731                         *CURRENT SURVEY CONTROL
 EQ0731  ___________________________________________________________________
 EQ0731* NAD 83(1992)-  34 22 47.49769(N)    106 34 07.19566(W)     ADJUSTED  
 EQ0731* NAVD 88     -      2296.2    (meters)    7533.     (feet)  VERTCON   
 EQ0731  ___________________________________________________________________
 EQ0731  LAPLACE CORR-           7.66  (seconds)                    DEFLEC99
 EQ0731  GEOID HEIGHT-         -20.93  (meters)                     GEOID03
 EQ0731
 EQ0731  HORZ ORDER  -  SECOND
 EQ0731
 EQ0731.The horizontal coordinates were established by classical geodetic methods
 EQ0731.and adjusted by the National Geodetic Survey in December 1993..
 EQ0731
 EQ0731.The NAVD 88 height was computed by applying the VERTCON shift value to
 EQ0731.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EQ0731
 EQ0731.The Laplace correction was computed from DEFLEC99 derived deflections.
 EQ0731
 EQ0731.The geoid height was determined by GEOID03.
 EQ0731
 EQ0731;                    North         East     Units Scale Factor Converg.
 EQ0731;SPC NM C     -   374,831.990   470,694.726   MT  0.99991058   -0 10 47.8
 EQ0731;SPC NM C     - 1,229,761.29  1,544,270.95   sFT  0.99991058   -0 10 47.8
 EQ0731;UTM  13      - 3,805,390.451   355,778.568   MT  0.99985639   -0 53 09.4
 EQ0731
 EQ0731!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EQ0731!SPC NM C     -   0.99964296  x   0.99991058  =   0.99955357
 EQ0731!UTM  13      -   0.99964296  x   0.99985639  =   0.99949940
 EQ0731
 EQ0731|---------------------------------------------------------------------|
 EQ0731| PID    Reference Object                     Distance      Geod. Az  |
 EQ0731|                                                           dddmmss.s |
 EQ0731| CD3009 HIGH RM 2                             5.470 METERS 14552     |
 EQ0731| CD3008 HIGH RM 1                             2.576 METERS 22216     |
 EQ0731| EQ0733 BELEN SOUTH BASE                    APPROX. 9.9 KM 2295916.5 |
 EQ0731|---------------------------------------------------------------------|
 EQ0731
 EQ0731                          SUPERSEDED SURVEY CONTROL
 EQ0731
 EQ0731  NAD 83(1986)-  34 22 47.50345(N)    106 34 07.19485(W) AD(       ) 2
 EQ0731  NAD 27      -  34 22 47.26437(N)    106 34 05.12516(W) AD(       ) 2
 EQ0731  NGVD 29 (07/19/86) 2295.4    (m)         7531.     (f) VERT ANG       
 EQ0731
 EQ0731.Superseded values are not recommended for survey control.
 EQ0731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0731.See file dsdata.txt to determine how the superseded data were derived.
 EQ0731
 EQ0731_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU5577905390(NAD 83)
 EQ0731_MARKER: DS = TRIANGULATION STATION DISK
 EQ0731_SETTING: 66 = SET IN ROCK OUTCROP
 EQ0731_SP_SET: SET IN ROCK OUTCROP
 EQ0731_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EQ0731+STABILITY: POSITION/ELEVATION WELL
 EQ0731
 EQ0731  HISTORY     - Date     Condition        Report By
 EQ0731  HISTORY     - 1950     MONUMENTED       USGS
 EQ0731  HISTORY     - 1972     GOOD             NGS
 EQ0731
 EQ0731                          STATION DESCRIPTION
 EQ0731
 EQ0731'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 EQ0731'STATION IS LOCATED APPROXIMATELY 15.0 MI. AIRLINE E. OF BERNARDO,
 EQ0731'NEW MEXICO, 23.5 MI. AIRLINE SE. OF BELEN, NEW MEXICO, AND 20.0 MI.
 EQ0731'AIRLINE NE. OF SAN ACACIA, NEW MEXICO, IN THE SEVILLETA GRANT, ON
 EQ0731'THE HIGHEST PEAK IN THE N. END OF THE SIERRA DE LOS PINOS MTNS.
 EQ0731'
 EQ0731'TO REACH FROM BERNARDO, NEW MEXICO, GO E. ON U.S. HIGHWAY 60 FOR 13.95
 EQ0731'MI. TO TRACK RD. S., THENCE RIGHT (S.) (THROUGH WOODEN GATE) ALONG
 EQ0731'TRACK RD. FOR 1.65 MI. TO WIRE GATE, CONTINUE ON (S.) FOR 0.1 MI. TO
 EQ0731'Y-FORK, TAKE LEFT FORK (E.) FOR 2.25 MI. TO WIRE GATE IN N-S. FENCE
 EQ0731'LINE, CONTINUE ON E. FOR 0.95 MI. TO ABANDONED ROCK RANCH HOUSE.
 EQ0731'FROM THIS POINT PACK SW. FOR ONE HOUR AND TWENTY MINUTES TO HIGHEST
 EQ0731'POINT OF MOUNTAIN AND STATION SITE.
 EQ0731'
 EQ0731'RECOVERY NOTE BY USGS, 1972--THE STATION IS LOCATED SOUTH 63 DEGREES
 EQ0731'WEST, ABOUT 21 MI. FROM MOUNTAINAIR, NEW MEXICO, ON THE HIGHEST PEAK
 EQ0731'IN THE N. END OF THE LOS PINOS MOUNTAINS.
 EQ0731'
 EQ0731'STATION REACHED BY HELICOPTER IN 1972.
 EQ0731'
 EQ0731'THE STATION MARK AND REFERENCE MARKS ARE STANDARD BRONZE TABLETS
 EQ0731'CEMENTED IN ROCK OUTCROP.
 EQ0731'
 EQ0731'STATION MARK--6 FT. SE. OF ROCK CAIRN, TABLET STAMPED---HIGH 1950
 EQ0731'ET 1972---.
 EQ0731'
 EQ0731'REFERENCE MARK NO. 1--TABLET STAMPED---HIGH 1950 NO. 1 ET 1972---.
 EQ0731'
 EQ0731'REFERENCE MARK NO. 2--TABLET STAMPED---HIGH 1950 NO. 2 ET 1972---.
 EQ0731'
 EQ0731'STATION --BELEN S. BASE 1919-1934-- IS VISIBLE FROM THE GROUND TO
 EQ0731'SERVE AS AZIMUTH MARK.
 EQ0731'
 EQ0731'ALL OBSERVATIONS MADE FROM A STANDARD TRIPOD.
 EQ0731
 EQ0731                          STATION RECOVERY (1972)
 EQ0731
 EQ0731'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (RDS)
 EQ0731'THE STATION IS LOCATED 63 DEGREES WEST, ABOUT 21 MILES FROM
 EQ0731'MOUNTAINAIR, NEW MEXICO, ON THE HIGHEST PEAK IN THE NORTH END OF
 EQ0731'THE LOS PINOS MOUNTAINS.
 EQ0731'
 EQ0731'STATION REACHED BY HELICOPTER IN 1972.
 EQ0731'
 EQ0731'THE STATION MARK AND REFERENCE MARKS ARE STANDARD BRONZE TABLETS
 EQ0731'CEMENTED IN ROCK OUTCROP.
 EQ0731'
 EQ0731'STATION MARK--6 FEET SOUTHEAST OF ROCK CAIRN, TABLET STAMPED
 EQ0731'HIGH 1950 ET 1972.
 EQ0731'
 EQ0731'REFERENCE MARK NO. 1--TABLET STAMPED HIGH 1950 NO. 1 ET 1972.
 EQ0731'
 EQ0731'REFERENCE MARK NO. 2--TABLET STAMPED HIGH 1950 NO. 2 ET 1972.
 EQ0731'
 EQ0731'STATION BELEN S. BASE 1919-1934 IS VISIBLE FROM THE GROUND TO
 EQ0731'SERVE AS AZIMUTH MARK.
 EQ0731'
 EQ0731'ALL OBSERVATIONS MADE FROM A STANDARD TRIPOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0500 ***********************************************************************
 CW0500  DESIGNATION -  HIGH ROLLS
 CW0500  PID         -  CW0500
 CW0500  STATE/COUNTY-  NM/OTERO
 CW0500  USGS QUAD   -  HIGH ROLLS (1982)
 CW0500
 CW0500                         *CURRENT SURVEY CONTROL
 CW0500  ___________________________________________________________________
 CW0500* NAD 83(1986)-  32 57 04.     (N)    105 50 03.     (W)     SCALED    
 CW0500* NAVD 88     -      2000.931  (meters)    6564.72   (feet)  ADJUSTED  
 CW0500  ___________________________________________________________________
 CW0500  GEOID HEIGHT-         -20.67  (meters)                     GEOID03
 CW0500  DYNAMIC HT  -        1997.788 (meters)    6554.41  (feet)  COMP
 CW0500  MODELED GRAV-     978,995.0   (mgal)                       NAVD 88
 CW0500
 CW0500  VERT ORDER  -  SECOND    CLASS 0
 CW0500
 CW0500.The horizontal coordinates were scaled from a topographic map and have
 CW0500.an estimated accuracy of +/- 6 seconds.
 CW0500
 CW0500.The orthometric height was determined by differential leveling
 CW0500.and adjusted by the National Geodetic Survey in June 1991..
 CW0500
 CW0500.The geoid height was determined by GEOID03.
 CW0500
 CW0500.The dynamic height is computed by dividing the NAVD 88
 CW0500.geopotential number by the normal gravity value computed on the
 CW0500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0500.degrees latitude (g = 980.6199 gals.).
 CW0500
 CW0500.The modeled gravity was interpolated from observed gravity values.
 CW0500
 CW0500;                    North         East    Units  Estimated Accuracy
 CW0500;SPC NM C     -   216,410.      538,880.      MT  (+/- 180 meters Scaled)
 CW0500
 CW0500                          SUPERSEDED SURVEY CONTROL
 CW0500
 CW0500  NGVD 29 (??/??/92) 2000.157  (m)         6562.18   (f) ADJ UNCH    2 0
 CW0500
 CW0500.Superseded values are not recommended for survey control.
 CW0500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0500.See file dsdata.txt to determine how the superseded data were derived.
 CW0500
 CW0500_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDS220461(NAD 83)
 CW0500_MARKER: X = CHISELED CROSS
 CW0500_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CW0500_SP_SET: SIDEWALK
 CW0500_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CW0500
 CW0500  HISTORY     - Date     Condition        Report By
 CW0500  HISTORY     - UNK      MONUMENTED       USFS
 CW0500  HISTORY     - 1939     GOOD             NGS
 CW0500
 CW0500                          STATION DESCRIPTION
 CW0500
 CW0500'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 CW0500'IN HIGH ROLLS.
 CW0500'6.0 FT. SOUTH OF THE SOUTHWEST CORNER OF THE ONE STORY CONCRETE BLOCK
 CW0500'POST OFFICE.  ON TOP OF THE SOUTHWEST CORNER OF THE SOUTHWEST CORNER
 CW0500'OF THE POST OFFICE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0568 ***********************************************************************
 FN0568  DESIGNATION -  HIGHLAND VILLAGE WATER TANK
 FN0568  PID         -  FN0568
 FN0568  STATE/COUNTY-  NM/SAN MIGUEL
 FN0568  USGS QUAD   -  OJITOS FRIOS (1961)
 FN0568
 FN0568                         *CURRENT SURVEY CONTROL
 FN0568  ___________________________________________________________________
 FN0568* NAD 83(1992)-  35 37 13.29589(N)    105 15 15.37040(W)     ADJUSTED  
 FN0568* NAVD 88     -                                                        
 FN0568  ___________________________________________________________________
 FN0568  LAPLACE CORR-          -5.76  (seconds)                    DEFLEC99
 FN0568  GEOID HEIGHT-         -18.68  (meters)                     GEOID03
 FN0568
 FN0568  HORZ ORDER  -  THIRD
 FN0568
 FN0568.The horizontal coordinates were established by classical geodetic methods
 FN0568.and adjusted by the National Geodetic Survey in December 1993..
 FN0568
 FN0568
 FN0568.The Laplace correction was computed from DEFLEC99 derived deflections.
 FN0568
 FN0568.The geoid height was determined by GEOID03.
 FN0568
 FN0568;                    North         East     Units Scale Factor Converg.
 FN0568;SPC NM E     -   512,789.119    81,575.264   MT  0.99999483   -0 32 11.0
 FN0568;SPC NM E     - 1,682,375.63    267,634.85   sFT  0.99999483   -0 32 11.0
 FN0568;UTM  13      - 3,941,871.915   476,973.932   MT  0.99960653   -0 08 53.1
 FN0568
 FN0568                          SUPERSEDED SURVEY CONTROL
 FN0568
 FN0568  NAD 83(1986)-  35 37 13.30036(N)    105 15 15.36834(W) AD(       ) 4
 FN0568  NAD 27      -  35 37 13.14400(N)    105 15 13.33200(W) AD(       ) 3
 FN0568
 FN0568.Superseded values are not recommended for survey control.
 FN0568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0568.See file dsdata.txt to determine how the superseded data were derived.
 FN0568
 FN0568_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV7697441872(NAD 83)
 FN0568_MARKER: 53 = ELEVATED TANK
 FN0568
 FN0568  HISTORY     - Date     Condition        Report By
 FN0568  HISTORY     - 1949     FIRST OBSERVED   CGS
 FN0568
 FN0568                          STATION DESCRIPTION
 FN0568
 FN0568'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (DHK)
 FN0568'STATION IS THE TOP CENTER OF THE LARGE ELEVATED WATER TANK
 FN0568'LOCATED ABOUT 3 MILES NORTHWEST OF LAS VEGAS AT AN OLD ARMY
 FN0568'CAMP NOW KNOWN AS HIGHLAND VILLAGE.  THE TANK IS PAINTED IN
 FN0568'BLACK AND YELLOW SQUARES, IS SET ON STRUCTURAL STEEL LEGS,
 FN0568'AND IS ABOUT 110 FEET HIGH.  IT IS ON THE EAST EDGE OF THE MESA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0525 ***********************************************************************
 DR0525  DESIGNATION -  HIGHWAY
 DR0525  PID         -  DR0525
 DR0525  STATE/COUNTY-  NM/LINCOLN
 DR0525  USGS QUAD   -  SUNSET (1988)
 DR0525
 DR0525                         *CURRENT SURVEY CONTROL
 DR0525  ___________________________________________________________________
 DR0525* NAD 83(1992)-  33 21 08.19674(N)    105 01 17.06768(W)     ADJUSTED  
 DR0525* NAVD 88     -      1550.986  (meters)    5088.53   (feet)  ADJUSTED  
 DR0525  ___________________________________________________________________
 DR0525  LAPLACE CORR-          -6.15  (seconds)                    DEFLEC99
 DR0525  GEOID HEIGHT-         -21.93  (meters)                     GEOID03
 DR0525  DYNAMIC HT  -        1548.732 (meters)    5081.13  (feet)  COMP
 DR0525  MODELED GRAV-     979,129.0   (mgal)                       NAVD 88
 DR0525
 DR0525  HORZ ORDER  -  FIRST
 DR0525  VERT ORDER  -  FIRST     CLASS II
 DR0525
 DR0525.The horizontal coordinates were established by classical geodetic methods
 DR0525.and adjusted by the National Geodetic Survey in December 1993..
 DR0525
 DR0525.The orthometric height was determined by differential leveling
 DR0525.and adjusted by the National Geodetic Survey in October 1996..
 DR0525
 DR0525.The Laplace correction was computed from DEFLEC99 derived deflections.
 DR0525
 DR0525.The geoid height was determined by GEOID03.
 DR0525
 DR0525.The dynamic height is computed by dividing the NAVD 88
 DR0525.geopotential number by the normal gravity value computed on the
 DR0525.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0525.degrees latitude (g = 980.6199 gals.).
 DR0525
 DR0525.The modeled gravity was interpolated from observed gravity values.
 DR0525
 DR0525;                    North         East     Units Scale Factor Converg.
 DR0525;SPC NM C     -   261,491.914   614,349.514   MT  1.00006116   +0 40 31.9
 DR0525;SPC NM C     -   857,911.39  2,015,578.36   sFT  1.00006116   +0 40 31.9
 DR0525;SPC NM E     -   261,031.607   100,959.201   MT  0.99995964   -0 22 41.9
 DR0525;SPC NM E     -   856,401.20    331,230.31   sFT  0.99995964   -0 22 41.9
 DR0525;UTM  13      - 3,690,341.702   498,008.168   MT  0.99960005   -0 00 42.4
 DR0525
 DR0525!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR0525!SPC NM C     -   0.99976000  x   1.00006116  =   0.99982115
 DR0525!SPC NM E     -   0.99976000  x   0.99995964  =   0.99971965
 DR0525!UTM  13      -   0.99976000  x   0.99960005  =   0.99936015
 DR0525
 DR0525:                Primary Azimuth Mark                     Grid Az
 DR0525:SPC NM C     -  MENECKE                                  061 17 24.3
 DR0525:SPC NM E     -  MENECKE                                  062 20 38.1
 DR0525:UTM  13      -  MENECKE                                  061 58 38.6
 DR0525
 DR0525|---------------------------------------------------------------------|
 DR0525| PID    Reference Object                     Distance      Geod. Az  |
 DR0525|                                                           dddmmss.s |
 DR0525| DR0906 MENECKE                             APPROX.11.0 KM 0615756.2 |
 DR0525| DR0524 HIGHWAY RM 1                         14.858 METERS 10314     |
 DR0525| DR0905 BORDER                              APPROX. 5.2 KM 1035116.4 |
 DR0525| DR0526 HIGHWAY RM 2                         22.458 METERS 19003     |
 DR0525|---------------------------------------------------------------------|
 DR0525
 DR0525                          SUPERSEDED SURVEY CONTROL
 DR0525
 DR0525  NAD 83(1986)-  33 21 08.20108(N)    105 01 17.06667(W) AD(       ) 1
 DR0525  NAD 27      -  33 21 07.85840(N)    105 01 15.14280(W) AD(       ) 1
 DR0525  NGVD 29 (??/??/92) 1550.341  (m)         5086.41   (f) ADJ UNCH    1 2
 DR0525
 DR0525.Superseded values are not recommended for survey control.
 DR0525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0525.See file dsdata.txt to determine how the superseded data were derived.
 DR0525
 DR0525_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDS9800890342(NAD 83)
 DR0525_MARKER: DS = TRIANGULATION STATION DISK
 DR0525_SETTING: 66 = SET IN ROCK OUTCROP
 DR0525_SP_SET: BEDROCK
 DR0525_STAMPING: HIGHWAY 1934
 DR0525_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DR0525+STABILITY: POSITION/ELEVATION WELL
 DR0525_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR0525+SATELLITE: SATELLITE OBSERVATIONS - September 05, 2001
 DR0525
 DR0525  HISTORY     - Date     Condition        Report By
 DR0525  HISTORY     - 1934     MONUMENTED       CGS
 DR0525  HISTORY     - 1954     GOOD             LOCENG
 DR0525  HISTORY     - 1961     SEE DESCRIPTION  CGS
 DR0525  HISTORY     - 1961     GOOD             NGS
 DR0525  HISTORY     - 20010905 GOOD             JCLS
 DR0525
 DR0525                          STATION DESCRIPTION
 DR0525
 DR0525'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 DR0525'ABOUT 8 MILES AIR LINE EAST OF PICACHO, 2 MILES EAST OF RIVERSIDE
 DR0525'CAMP, IN A FLAT AREA BETWEEN OLD U.S. HIGHWAY 70 AND ITS NEW
 DR0525'LOCATION TO THE NORTH, 141 FEET SOUTH OF THE CENTER LINE OF THE
 DR0525'NEW HIGHWAY, 91 FEET SOUTH OF THE SOUTH RIGHT-OF-WAY FENCE OF THE
 DR0525'NEW HIGHWAY, APPROXIMATELY 400 FEET NORTH OF THE OLD HIGHWAY,
 DR0525'JUST SOUTH OF A TELEPHONE LINE, 112 FEET EAST OF POLE NO. 5931,
 DR0525'AND 39 FEET WEST OF POLE NO. 5930.  TO REACH FROM PICACHO, GO
 DR0525'EAST 9.6 MILES ON U.S. HIGHWAY 70 TO THE HIGHEST POINT AT THE TOP
 DR0525'OF A GRADE AND STATION SITE.  THE STATION AND REFERENCE MARKS
 DR0525'ARE STANDARD DISKS SET IN BEDROCK.
 DR0525'REFERENCE MARK NO. 1 IS 16 FEET SOUTHEAST OF POLE NO.
 DR0525'5930, AND 48.77 FEET FROM STATION,
 DR0525'AND NO. 2 IS 73.72 FEET FROM STATION.
 DR0525'STATION BORDER MAY BE USED AS AN AZIMUTH MARK.
 DR0525
 DR0525                          STATION RECOVERY (1954)
 DR0525
 DR0525'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1954 (TJA)
 DR0525'STATION RECOVERED BY M. BAKER, JR., INC
 DR0525'
 DR0525'STATION FOUND AS DESCRIBED.  REFERENCE AND AZIMUTH MARKS NOT
 DR0525'RECOVERED.
 DR0525
 DR0525                          STATION RECOVERY (1961)
 DR0525
 DR0525'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GWM)
 DR0525'THE STATION MARK, REFERENCE MARK 1 AND REFERENCE MARK 2 WERE
 DR0525'RECOVERED AND FOUND TO BE IN GOOD CONDITION.  THE DIRECTIONS TO THE
 DR0525'REFERENCE MARKS WERE FOUND TO BE CORRECT, BUT SHORTER DISTANCES
 DR0525'TO BOTH REFERENCE MARKS AND FROM REFERENCE MARK 1 TO REFERENCE
 DR0525'MARK 2 WERE FOUND.
 DR0525'
 DR0525'U.S. HIGHWAYS 70 AND 380, PASSING ALONG THE NORTH SIDE OF THE
 DR0525'STATION, ARE UNDER-GOING EXTENSIVE MODIFICATION AT THIS TIME
 DR0525'AND NEW RIGHT-OF-WAY FENCES HAVE BEEN ESTABLISHED.
 DR0525'
 DR0525'THE STATION IS 29 MILES WEST OF ROSWELL, 8 MILES WEST OF THE
 DR0525'CHAVES-LINCOLN COUNTY LINE, 8 MILES EAST OF PICACHO, IN A
 DR0525'FLAT AREA BETWEEN U.S. HIGHWAYS 70 AND 380 AND AN EAST-WEST
 DR0525'TELEPHONE LINE.
 DR0525'
 DR0525'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 70, 285
 DR0525'AND 380 WHICH IS ALSO THE INTERSECTION OF MAIN AND 2ND AVENUES
 DR0525'IN ROSWELL, DRIVE WEST ON U.S. HIGHWAYS 70 AND 380 FOR 22.05
 DR0525'MILES TO THE CHAVES-LINCOLN COUNTY LINE.  CONTINUE WEST ON THE
 DR0525'HIGHWAY FOR 3.9 MILES TO THE SUMMIT OF A HIGH RIDGE.  CONTINUE
 DR0525'WEST ON THE HIGHWAY FOR 4.5 MILES TO THE STATION ON THE LEFT.
 DR0525'
 DR0525'THE STATION MARK, A STANDARD DISK STAMED HIGHWAY 1934, IS CEMENTED
 DR0525'IN A DRILL HOLE IN BEDROCK WHIH IS FLUSH WITH THE SURFACE OF THE
 DR0525'GROUND.  IT IS 59.5 FEET WEST-NORTHWEST OF TELEPHONE POLE NUMBER
 DR0525'5930 AND 24.0 FEET SOUTH OF THE SOUTH HIGHWAY RIGHT-OF-WAY FENCE.
 DR0525'
 DR0525'REFERENCE MARK 1, A STANDARD DISK STAMPED HIGHWAY NO 1 1934,
 DR0525'IS CEMENTED IN A DRILL HOLE IN BEDROCK WHICH IS FLUSH WITH THE
 DR0525'SURFACE OF THE GROUND.  IT IS 26.5 FEET SOUTH OF THE SOUTH
 DR0525'RIGHT-OF-WAY FENCE AND 18.3 FEET NORTH OF TELEPHONE POLE NUMBER
 DR0525'5930.
 DR0525'
 DR0525'REFERENCE MARK 2, A STANDARD DISK STAMPED HIGHWAY NO 2 1934,
 DR0525'IS CEMENTED IN A DRILL HOLE IN BEDROCK WHICH IS FLUSH WITH THE
 DR0525'SURFACE OF THE GROUND.  IT IS 98 FEET SOUTH OF THE SOUTH
 DR0525'RIGHT-OF-WAY FENCE AND 78 FEET WEST-SOUTHWEST OF TELEPHONE POLE
 DR0525'NUMBER 5930.
 DR0525
 DR0525                          STATION RECOVERY (1961)
 DR0525
 DR0525'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 DR0525'3.15 MI E FROM RIVERSIDE.
 DR0525'3.15 MILES EAST ALONG U.S. HIGHWAYS 70 AND 380 FROM THE CHEVRON GAS
 DR0525'STATION AT RIVERSIDE, 73.7 FEET NORTH OF R.M. 2, 48.8 FEET WEST OF
 DR0525'R.M. 1,    24.0 FEET SOUTH OF THE SOUTH RIGHT OF WAY FENCE, SET FLUSH
 DR0525'IN A DRILLHOLE IN BEDROCK.
 DR0525
 DR0525                          STATION RECOVERY (2001)
 DR0525
 DR0525'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2001
 DR0525'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0459 ***********************************************************************
 GN0459  DESIGNATION -  HIGHWAY 84 R/W 37
 GN0459  PID         -  GN0459
 GN0459  STATE/COUNTY-  NM/RIO ARRIBA
 GN0459  USGS QUAD   -  CANJILON (1995)
 GN0459
 GN0459                         *CURRENT SURVEY CONTROL
 GN0459  ___________________________________________________________________
 GN0459* NAD 83(1992)-  36 27 11.81861(N)    106 28 36.94443(W)     ADJUSTED  
 GN0459* NAVD 88     -      2291.99   (+/-2cm)    7519.6    (feet)  VERTCON   
 GN0459  ___________________________________________________________________
 GN0459  LAPLACE CORR-           5.29  (seconds)                    DEFLEC99
 GN0459  GEOID HEIGHT-         -18.19  (meters)                     GEOID03
 GN0459
 GN0459  HORZ ORDER  -  SECOND
 GN0459  VERT ORDER  -  THIRD ? (See Below)
 GN0459
 GN0459.The horizontal coordinates were established by classical geodetic methods
 GN0459.and adjusted by the National Geodetic Survey in December 1993..
 GN0459
 GN0459.The NAVD 88 height was computed by applying the VERTCON shift value to
 GN0459.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GN0459.The vertical order pertains to the NGVD 29 superseded value.
 GN0459
 GN0459.The Laplace correction was computed from DEFLEC99 derived deflections.
 GN0459
 GN0459.The geoid height was determined by GEOID03.
 GN0459
 GN0459;                    North         East     Units Scale Factor Converg.
 GN0459;SPC NM C     -   604,829.525   479,658.993   MT  0.99990510   -0 08 05.4
 GN0459;SPC NM C     - 1,984,344.87  1,573,681.21   sFT  0.99990510   -0 08 05.4
 GN0459;UTM  13      - 4,035,239.736   367,649.473   MT  0.99981582   -0 52 39.6
 GN0459
 GN0459!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GN0459!SPC NM C     -   0.99964327  x   0.99990510  =   0.99954841
 GN0459!UTM  13      -   0.99964327  x   0.99981582  =   0.99945916
 GN0459
 GN0459                          SUPERSEDED SURVEY CONTROL
 GN0459
 GN0459  NAD 83(1986)-  36 27 11.82126(N)    106 28 36.95082(W) AD(       ) 2
 GN0459  NAD 27      -  36 27 11.76170(N)    106 28 34.82920(W) AD(       ) 2
 GN0459  NGVD 29 (07/19/86) 2290.74   (m)         7515.5    (f) LEVELING    3  
 GN0459
 GN0459.Superseded values are not recommended for survey control.
 GN0459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0459.See file dsdata.txt to determine how the superseded data were derived.
 GN0459
 GN0459_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCA6764935240(NAD 83)
 GN0459_MARKER: DD = SURVEY DISK
 GN0459_SETTING: 0 = UNSPECIFIED SETTING
 GN0459_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GN0459
 GN0459  HISTORY     - Date     Condition        Report By
 GN0459  HISTORY     - 1961     MONUMENTED       BPR
 GN0459
 GN0459                          STATION DESCRIPTION
 GN0459
 GN0459'DESCRIBED BY US BUREAU OF PUBLIC ROADS 1961 (HWK)
 GN0459'3 MILES SOUTHWEST OF CANJILON, 6 MILES SOUTH OF CEBOLLA, ON THE
 GN0459'WEST SIDE AND APPROXIMATELY 10 FEET ABOVE U.S. HIGHWAY 84, ON
 GN0459'HIGHWAY RIGHT-OF-WAY.
 GN0459'
 GN0459'THE MARK IS A U.S. BUREAU OF PUBLIC ROADS RIGHT-OF-WAY DISK
 GN0459'STAMPED R/W 37, BRAZED TO THE TOP OF A 2-INCH IRON PIPE WHICH
 GN0459'PROJECTS 6 INCHES.  IT IS 67 FEET WEST OF THE CENTER LINE OF
 GN0459'U.S. HIGHWAY 84 AND 38.5 FEET SOUTHWEST OF A 16-INCH PINE TREE
 GN0459'WITH A TRIANGULAR BLAZE AND DIRECTLY BENEATH A RIGHT-OF-WAY
 GN0459'FENCE.
 GN0459'
 GN0459'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION BERRY,
 GN0459'THE DISTANCE BEING 5.020 METERS (16.47 FEET) SOUTHWEST OF
 GN0459'STATION BERRY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1479 ***********************************************************************
 GL1479  DESIGNATION -  HIGHWAY 87 STA 590+00 MARK
 GL1479  PID         -  GL1479
 GL1479  STATE/COUNTY-  NM/UNION
 GL1479  USGS QUAD   -  ROYCE (1966)
 GL1479
 GL1479                         *CURRENT SURVEY CONTROL
 GL1479  ___________________________________________________________________
 GL1479* NAD 83(1992)-  36 28 39.52581(N)    103 15 50.20628(W)     ADJUSTED  
 GL1479* NAVD 88     -      1595.     (meters)    5233.     (feet)  SCALED    
 GL1479  ___________________________________________________________________
 GL1479  LAPLACE CORR-          -7.11  (seconds)                    DEFLEC99
 GL1479  GEOID HEIGHT-         -21.68  (meters)                     GEOID03
 GL1479
 GL1479  HORZ ORDER  -  SECOND
 GL1479
 GL1479.The horizontal coordinates were established by classical geodetic methods
 GL1479.and adjusted by the National Geodetic Survey in December 1993..
 GL1479
 GL1479.The orthometric height was scaled from a topographic map.
 GL1479
 GL1479.The Laplace correction was computed from DEFLEC99 derived deflections.
 GL1479
 GL1479.The geoid height was determined by GEOID03.
 GL1479
 GL1479;                    North         East     Units Scale Factor Converg.
 GL1479;SPC NM E     -   608,046.056   260,828.037   MT  1.00002219   +0 38 08.9
 GL1479;SPC NM E     - 1,994,897.77    855,733.32   sFT  1.00002219   +0 38 08.9
 GL1479;UTM  13      - 4,038,329.522   655,524.475   MT  0.99989801   +1 01 56.3
 GL1479
 GL1479!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GL1479!SPC NM E     -   0.99975318  x   1.00002219  =   0.99977537
 GL1479!UTM  13      -   0.99975318  x   0.99989801  =   0.99965122
 GL1479
 GL1479                          SUPERSEDED SURVEY CONTROL
 GL1479
 GL1479  NAD 83(1986)-  36 28 39.53565(N)    103 15 50.20026(W) AD(       ) 2
 GL1479  NAD 27      -  36 28 39.44720(N)    103 15 48.41200(W) AD(       ) 2
 GL1479
 GL1479.Superseded values are not recommended for survey control.
 GL1479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1479.See file dsdata.txt to determine how the superseded data were derived.
 GL1479
 GL1479_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA5552438330(NAD 83)
 GL1479_MARKER: Z = SEE DESCRIPTION
 GL1479_SETTING: 0 = UNSPECIFIED SETTING
 GL1479_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GL1479
 GL1479  HISTORY     - Date     Condition        Report By
 GL1479  HISTORY     - 1935     MONUMENTED       CGS
 GL1479
 GL1479                          STATION DESCRIPTION
 GL1479
 GL1479'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 GL1479'TO REACH
 GL1479'THE STATION FROM THE RAILROAD OVERPASS IN CLAYTON, DRIVE WEST
 GL1479'4.35 MILES ON U.S. HIGHWAY 87.
 GL1479'THE WHITE, CONCRETE, FEDERAL-AID-PROJECT MARKER NO. 1570
 GL1479'WHICH IS ALSO HIGHWAY STATION 608+00.00, IS ON
 GL1479'THE SOUTH SIDE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1202 ***********************************************************************
 CX1202  DESIGNATION -  HIGHWAY RM 1
 CX1202  PID         -  CX1202
 CX1202  STATE/COUNTY-  NM/LUNA
 CX1202  USGS QUAD   -  TAYLOR MOUNTAIN (1985)
 CX1202
 CX1202                         *CURRENT SURVEY CONTROL
 CX1202  ___________________________________________________________________
 CX1202* NAD 83(1986)-  32 31 00.     (N)    107 59 48.     (W)     SCALED    
 CX1202* NAVD 88     -      1488.072  (meters)    4882.12   (feet)  ADJUSTED  
 CX1202  ___________________________________________________________________
 CX1202  GEOID HEIGHT-         -24.25  (meters)                     GEOID03
 CX1202  DYNAMIC HT  -        1485.783 (meters)    4874.61  (feet)  COMP
 CX1202  MODELED GRAV-     979,048.0   (mgal)                       NAVD 88
 CX1202
 CX1202  VERT ORDER  -  FIRST     CLASS II
 CX1202
 CX1202.The horizontal coordinates were scaled from a topographic map and have
 CX1202.an estimated accuracy of +/- 6 seconds.
 CX1202
 CX1202.The orthometric height was determined by differential leveling
 CX1202.and adjusted by the National Geodetic Survey in June 1991..
 CX1202
 CX1202.The geoid height was determined by GEOID03.
 CX1202
 CX1202.The dynamic height is computed by dividing the NAVD 88
 CX1202.geopotential number by the normal gravity value computed on the
 CX1202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX1202.degrees latitude (g = 980.6199 gals.).
 CX1202
 CX1202.The modeled gravity was interpolated from observed gravity values.
 CX1202
 CX1202;                    North         East    Units  Estimated Accuracy
 CX1202;SPC NM W     -   168,170.      814,660.      MT  (+/- 180 meters Scaled)
 CX1202
 CX1202                          SUPERSEDED SURVEY CONTROL
 CX1202
 CX1202.No superseded survey control is available for this station.
 CX1202
 CX1202_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBS184016(NAD 83)
 CX1202_MARKER: DR = REFERENCE MARK DISK
 CX1202_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX1202_SP_SET: CONCRETE POST
 CX1202_STAMPING: HIGHWAY NO 1 1936
 CX1202_PROJECTION: PROJECTING 26 CENTIMETERS
 CX1202_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX1202+STABILITY: SURFACE MOTION
 CX1202
 CX1202  HISTORY     - Date     Condition        Report By
 CX1202  HISTORY     - 1936     MONUMENTED       CGS
 CX1202  HISTORY     - 1979     GOOD             NGS
 CX1202
 CX1202                          STATION DESCRIPTION
 CX1202
 CX1202'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CX1202'34.8 KM NW FROM DEMING.
 CX1202'0.2 KILOMETER (0.1 MILE) EAST ALONG SPRUCE STREET FROM THE POST OFFICE
 CX1202'IN DEMING, THENCE 34.7 KILOMETERS (21.7 MILES) NORTHWEST ALONG U.S.
 CX1202'HIGHWAY 180, 0.6 KILOMETER (0.4 MILE) SOUTHEAST OF THE LUNA AND
 CX1202'GRANT COUNTY LINE, 43.1 METERS (141.6 FEET) NORTHEAST AND ACROSS THE
 CX1202'HIGHWAY FROM THE STATION MARK, 20.1 METERS (65.9 FEET)
 CX1202'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY AND 0.3 METER (1.0 FEET)
 CX1202'NORTHEAST OF A FENCE.
 CX1202'THE MARK IS 0.8 METERS  E FROM A WITNESS POST.
 CX1202'THE MARK IS 0.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0524 ***********************************************************************
 DR0524  DESIGNATION -  HIGHWAY RM 1
 DR0524  PID         -  DR0524
 DR0524  STATE/COUNTY-  NM/LINCOLN
 DR0524  USGS QUAD   -  SUNSET (1988)
 DR0524
 DR0524                         *CURRENT SURVEY CONTROL
 DR0524  ___________________________________________________________________
 DR0524* NAD 83(1986)-  33 21 07.     (N)    105 01 17.     (W)     SCALED    
 DR0524* NAVD 88     -      1550.762  (meters)    5087.79   (feet)  ADJUSTED  
 DR0524  ___________________________________________________________________
 DR0524  GEOID HEIGHT-         -21.93  (meters)                     GEOID03
 DR0524  DYNAMIC HT  -        1548.508 (meters)    5080.40  (feet)  COMP
 DR0524  MODELED GRAV-     979,129.0   (mgal)                       NAVD 88
 DR0524
 DR0524  VERT ORDER  -  FIRST     CLASS II
 DR0524
 DR0524.The horizontal coordinates were scaled from a topographic map and have
 DR0524.an estimated accuracy of +/- 6 seconds.
 DR0524
 DR0524.The orthometric height was determined by differential leveling
 DR0524.and adjusted by the National Geodetic Survey in October 1996..
 DR0524
 DR0524.The geoid height was determined by GEOID03.
 DR0524
 DR0524.The dynamic height is computed by dividing the NAVD 88
 DR0524.geopotential number by the normal gravity value computed on the
 DR0524.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0524.degrees latitude (g = 980.6199 gals.).
 DR0524
 DR0524.The modeled gravity was interpolated from observed gravity values.
 DR0524
 DR0524;                    North         East    Units  Estimated Accuracy
 DR0524;SPC NM C     -   261,460.      614,350.      MT  (+/- 180 meters Scaled)
 DR0524
 DR0524                          SUPERSEDED SURVEY CONTROL
 DR0524
 DR0524  NGVD 29 (??/??/92) 1550.117  (m)         5085.68   (f) ADJ UNCH    1 2
 DR0524
 DR0524.Superseded values are not recommended for survey control.
 DR0524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0524.See file dsdata.txt to determine how the superseded data were derived.
 DR0524
 DR0524_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDS980903(NAD 83)
 DR0524_MARKER: DR = REFERENCE MARK DISK
 DR0524_SETTING: 66 = SET IN ROCK OUTCROP
 DR0524_SP_SET: BEDROCK
 DR0524_STAMPING: HIGHWAY NO 1 1934
 DR0524_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DR0524+STABILITY: POSITION/ELEVATION WELL
 DR0524
 DR0524  HISTORY     - Date     Condition        Report By
 DR0524  HISTORY     - 1934     MONUMENTED       CGS
 DR0524  HISTORY     - 1961     GOOD             NGS
 DR0524
 DR0524                          STATION DESCRIPTION
 DR0524
 DR0524'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 DR0524'3.15 MI E FROM RIVERSIDE.
 DR0524'3.15 MILES EAST ALONG U.S. HIGHWAYS 70 AND 380 FROM THE CHEVRON GAS
 DR0524'STATION AT RIVERSIDE, 48.6 FEET EAST OF A TRIANGULATION STATION, 18.3
 DR0524'FEET NORTH OF TELEPHONE POLE 5930, SET FLUSH IN A DRILLHOLE IN
 DR0524'BEDROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1201 ***********************************************************************
 CX1201  DESIGNATION -  HIGHWAY RM 2
 CX1201  PID         -  CX1201
 CX1201  STATE/COUNTY-  NM/LUNA
 CX1201  USGS QUAD   -  TAYLOR MOUNTAIN (1985)
 CX1201
 CX1201                         *CURRENT SURVEY CONTROL
 CX1201  ___________________________________________________________________
 CX1201* NAD 83(1986)-  32 31 10.     (N)    107 59 49.     (W)     SCALED    
 CX1201* NAVD 88     -      1487.576  (meters)    4880.49   (feet)  ADJUSTED  
 CX1201  ___________________________________________________________________
 CX1201  GEOID HEIGHT-         -24.24  (meters)                     GEOID03
 CX1201  DYNAMIC HT  -        1485.288 (meters)    4872.98  (feet)  COMP
 CX1201  MODELED GRAV-     979,048.6   (mgal)                       NAVD 88
 CX1201
 CX1201  VERT ORDER  -  FIRST     CLASS II
 CX1201
 CX1201.The horizontal coordinates were scaled from a topographic map and have
 CX1201.an estimated accuracy of +/- 6 seconds.
 CX1201
 CX1201.The orthometric height was determined by differential leveling
 CX1201.and adjusted by the National Geodetic Survey in June 1991..
 CX1201
 CX1201.The geoid height was determined by GEOID03.
 CX1201
 CX1201.The dynamic height is computed by dividing the NAVD 88
 CX1201.geopotential number by the normal gravity value computed on the
 CX1201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX1201.degrees latitude (g = 980.6199 gals.).
 CX1201
 CX1201.The modeled gravity was interpolated from observed gravity values.
 CX1201
 CX1201;                    North         East    Units  Estimated Accuracy
 CX1201;SPC NM W     -   168,480.      814,630.      MT  (+/- 180 meters Scaled)
 CX1201
 CX1201                          SUPERSEDED SURVEY CONTROL
 CX1201
 CX1201.No superseded survey control is available for this station.
 CX1201
 CX1201_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBS184019(NAD 83)
 CX1201_MARKER: DR = REFERENCE MARK DISK
 CX1201_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX1201_SP_SET: CONCRETE POST
 CX1201_STAMPING: HIGHWAY NO 2 1936
 CX1201_PROJECTION: PROJECTING 18 CENTIMETERS
 CX1201_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX1201+STABILITY: SURFACE MOTION
 CX1201
 CX1201  HISTORY     - Date     Condition        Report By
 CX1201  HISTORY     - 1936     MONUMENTED       CGS
 CX1201  HISTORY     - 1979     GOOD             NGS
 CX1201
 CX1201                          STATION DESCRIPTION
 CX1201
 CX1201'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CX1201'34.8 KM NW FROM DEMING.
 CX1201'0.2 KILOMETER (0.1 MILE) EAST ALONG SPRUCE STREET FROM THE POST OFFICE
 CX1201'IN DEMING, THENCE 34.7 KILOMETERS (21.7 MILES) NORTHWEST ALONG U.S.
 CX1201'HIGHWAY 180, 0.6 KILOMETER (0.4 MILE) SOUTHEAST OF THE LUNA AND
 CX1201'GRANT COUNTY LINE, 35.3 METERS (116.0 FEET) SOUTHEAST OF THE
 CX1201'STATION MARK, 20.2 METERS (66.2 FEET) SOUTHWEST OF THE CENTERLINE OF
 CX1201'HIGHWAY AND 0.5 METER (1.8 FEET) SOUTHWEST OF A FENCE.
 CX1201'THE MARK IS 0.9 METERS  SW FROM A WITNESS POST.
 CX1201'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0526 ***********************************************************************
 DR0526  DESIGNATION -  HIGHWAY RM 2
 DR0526  PID         -  DR0526
 DR0526  STATE/COUNTY-  NM/LINCOLN
 DR0526  USGS QUAD   -  SUNSET (1988)
 DR0526
 DR0526                         *CURRENT SURVEY CONTROL
 DR0526  ___________________________________________________________________
 DR0526* NAD 83(1986)-  33 21 07.     (N)    105 01 17.     (W)     SCALED    
 DR0526* NAVD 88     -      1550.956  (meters)    5088.43   (feet)  ADJUSTED  
 DR0526  ___________________________________________________________________
 DR0526  GEOID HEIGHT-         -21.93  (meters)                     GEOID03
 DR0526  DYNAMIC HT  -        1548.702 (meters)    5081.03  (feet)  COMP
 DR0526  MODELED GRAV-     979,129.0   (mgal)                       NAVD 88
 DR0526
 DR0526  VERT ORDER  -  FIRST     CLASS II
 DR0526
 DR0526.The horizontal coordinates were scaled from a topographic map and have
 DR0526.an estimated accuracy of +/- 6 seconds.
 DR0526
 DR0526.The orthometric height was determined by differential leveling
 DR0526.and adjusted by the National Geodetic Survey in October 1996..
 DR0526
 DR0526.The geoid height was determined by GEOID03.
 DR0526
 DR0526.The dynamic height is computed by dividing the NAVD 88
 DR0526.geopotential number by the normal gravity value computed on the
 DR0526.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0526.degrees latitude (g = 980.6199 gals.).
 DR0526
 DR0526.The modeled gravity was interpolated from observed gravity values.
 DR0526
 DR0526;                    North         East    Units  Estimated Accuracy
 DR0526;SPC NM C     -   261,460.      614,350.      MT  (+/- 180 meters Scaled)
 DR0526
 DR0526                          SUPERSEDED SURVEY CONTROL
 DR0526
 DR0526  NGVD 29 (??/??/92) 1550.311  (m)         5086.31   (f) ADJ UNCH    1 2
 DR0526
 DR0526.Superseded values are not recommended for survey control.
 DR0526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0526.See file dsdata.txt to determine how the superseded data were derived.
 DR0526
 DR0526_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDS980903(NAD 83)
 DR0526_MARKER: DR = REFERENCE MARK DISK
 DR0526_SETTING: 66 = SET IN ROCK OUTCROP
 DR0526_SP_SET: BEDROCK
 DR0526_STAMPING: HIGHWAY NO 2 1934
 DR0526_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DR0526+STABILITY: POSITION/ELEVATION WELL
 DR0526
 DR0526  HISTORY     - Date     Condition        Report By
 DR0526  HISTORY     - 1934     MONUMENTED       CGS
 DR0526  HISTORY     - 1961     GOOD             NGS
 DR0526
 DR0526                          STATION DESCRIPTION
 DR0526
 DR0526'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 DR0526'3.15 MI E FROM RIVERSIDE.
 DR0526'3.15 MILES EAST ALONG U.S. HIGHWAYS 70 AND 380 FROM THE CHEVRON GAS
 DR0526'STATION AT RIVERSIDE, 73.7 FEET SOUTH OF A TRIANGULATION STATION, SET
 DR0526'FLUSH IN A DRILLHOLE IN BEDROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0444 ***********************************************************************
 DR0444  DESIGNATION -  HILL
 DR0444  PID         -  DR0444
 DR0444  STATE/COUNTY-  NM/CHAVES
 DR0444  USGS QUAD   -  MARLEY DRAW (1962)
 DR0444
 DR0444                         *CURRENT SURVEY CONTROL
 DR0444  ___________________________________________________________________
 DR0444* NAD 83(1992)-  33 44 18.82797(N)    104 34 22.12276(W)     ADJUSTED  
 DR0444* NAVD 88     -      1249.310  (meters)    4098.78   (feet)  ADJUSTED  
 DR0444  ___________________________________________________________________
 DR0444  LAPLACE CORR-          -2.08  (seconds)                    DEFLEC99
 DR0444  GEOID HEIGHT-         -23.28  (meters)                     GEOID03
 DR0444  DYNAMIC HT  -        1247.604 (meters)    4093.18  (feet)  COMP
 DR0444  MODELED GRAV-     979,227.7   (mgal)                       NAVD 88
 DR0444
 DR0444  HORZ ORDER  -  THIRD
 DR0444  VERT ORDER  -  SECOND    CLASS 0
 DR0444
 DR0444.The horizontal coordinates were established by classical geodetic methods
 DR0444.and adjusted by the National Geodetic Survey in December 1993..
 DR0444
 DR0444.The orthometric height was determined by differential leveling
 DR0444.and adjusted by the National Geodetic Survey in June 1991..
 DR0444
 DR0444.The Laplace correction was computed from DEFLEC99 derived deflections.
 DR0444
 DR0444.The geoid height was determined by GEOID03.
 DR0444
 DR0444.The dynamic height is computed by dividing the NAVD 88
 DR0444.geopotential number by the normal gravity value computed on the
 DR0444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0444.degrees latitude (g = 980.6199 gals.).
 DR0444
 DR0444.The modeled gravity was interpolated from observed gravity values.
 DR0444
 DR0444;                    North         East     Units Scale Factor Converg.
 DR0444;SPC NM E     -   303,686.703   142,810.271   MT  0.99991516   -0 07 58.8
 DR0444;SPC NM E     -   996,345.46    468,536.70   sFT  0.99991516   -0 07 58.8
 DR0444;UTM  13      - 3,733,250.945   539,570.483   MT  0.99961930   +0 14 14.2
 DR0444
 DR0444!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR0444!SPC NM E     -   0.99980756  x   0.99991516  =   0.99972274
 DR0444!UTM  13      -   0.99980756  x   0.99961930  =   0.99942694
 DR0444
 DR0444|---------------------------------------------------------------------|
 DR0444| PID    Reference Object                     Distance      Geod. Az  |
 DR0444|                                                           dddmmss.s |
 DR0444| DR0916 T ALBUQUERQUE DIST                   16.098 METERS 16036     |
 DR0444| DR0920 FLO                                 APPROX.12.3 KM 2642730.5 |
 DR0444| DR0446 HILL RM 2                            58.827 METERS 26737     |
 DR0444| DR0445 HILL RM 1                            21.093 METERS 35611     |
 DR0444|---------------------------------------------------------------------|
 DR0444
 DR0444                          SUPERSEDED SURVEY CONTROL
 DR0444
 DR0444  NAD 83(1986)-  33 44 18.83292(N)    104 34 22.11933(W) AD(       ) 3
 DR0444  NAD 27      -  33 44 18.53201(N)    104 34 20.22255(W) AD(       ) 3
 DR0444  NGVD 29 (??/??/92) 1248.781  (m)         4097.04   (f) ADJ UNCH    2 0
 DR0444
 DR0444.Superseded values are not recommended for survey control.
 DR0444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0444.See file dsdata.txt to determine how the superseded data were derived.
 DR0444
 DR0444_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SET3957033251(NAD 83)
 DR0444_MARKER: DS = TRIANGULATION STATION DISK
 DR0444_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR0444_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DR0444_STAMPING: HILL 1961
 DR0444_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR0444+STABILITY: SURFACE MOTION
 DR0444
 DR0444  HISTORY     - Date     Condition        Report By
 DR0444  HISTORY     - 1961     MONUMENTED       CGS
 DR0444  HISTORY     - 1961     GOOD             CGS
 DR0444  HISTORY     - 1967     GOOD             USGS
 DR0444
 DR0444                          STATION DESCRIPTION
 DR0444
 DR0444'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (GWM)
 DR0444'LOCATED, AIRLINE, ABOUT 28-3/4 MILES WEST OF ELKINS, 23
 DR0444'MILES NORTH-NORTHWEST OF ROSWELL, AND 6 MILES NORTH OF THE
 DR0444'HIGHWAY BRIDGE OVER ARROYO MACHO ON HIGHWAY RIGHT-OF-WAY
 DR0444'NEAR THE TOP OF THE SOUTH SLOPE OF A LONG HILL WHERE U.S.
 DR0444'HIGHWAY 285 CLIMBS AN EAST-WEST RIDGE.
 DR0444'
 DR0444'TO REACH FROM THE WEST SIDE OF THE CHAVES COUNTY COURTHOUSE
 DR0444'IN ROSWELL GO NORTH ON U.S. HIGHWAY 285 FOR 5.2 MILES TO A
 DR0444'FORK WHERE U.S. HIGHWAY 70 BEARS NORTHEAST.  CONTINUE NORTH
 DR0444'ON HIGHWAY 285 FOR 15.1 MILES TO THE BRIDGE OVER THE ARROYO
 DR0444'MACHO.  PROCEED NORTH 5.3 MILES TO A SIDE ROAD ON THE RIGHT.
 DR0444'CONTINUE NORTH 0.6 MILE TO THE STATION ON THE RIGHT.
 DR0444'
 DR0444'THE STATION MARK, A STANDARD DISK STAMPED HILL 1961
 DR0444'CEMENTED IN THE TOP OF A 12-INCH-SQUARE CONCRETE MONUMENT
 DR0444'PROJECTING 2 INCHES ABOVE GROUND, IS 94.0 FEET EAST OF THE
 DR0444'CENTER LINE OF THE HIGHWAY, 3.9 FEET WEST OF THE EAST
 DR0444'RIGHT-OF-WAY FENCE, AND 2.6 FEET NORTHWEST OF A WITNESS POST
 DR0444'WITH SIGN.  THE UNDERGROUND MARK, A STANDARD DISK STAMPED HILL
 DR0444'1961 IS CEMENTED IN A DRILL HOLE IN BED ROCK 28 INCHES BENEATH
 DR0444'THE SURFACE.
 DR0444'
 DR0444'REFERENCE MARK NUMBER ONE, A STANDARD DISK STAMPED HILL NO
 DR0444'1 1961 CEMENTED IN THE TOP OF A 12-INCH-SQUARE CONCRETE
 DR0444'MONUMENT PROJECTING 4 INCHES ABOVE THE GROUND, IS 97.0 FEET
 DR0444'EAST OF THE CENTER LINE OF THE HIGHWAY, 1.25 FEET WEST OF THE
 DR0444'EAST RIGHT-OF-WAY FENCE, AND ABOUT 1 FOOT ABOVE STATION
 DR0444'ELEVATION.
 DR0444'
 DR0444'REFERENCE MARK NUMBER TWO, A STANDARD DISK STAMPED HILL NO
 DR0444'2 1961 CEMENTED IN THE TOP OF A 12-INCH-SQUARE CONCRETE
 DR0444'MONUMENT PROJECTING 4 INCHES ABOVE GROUND, IS 3 FEET EAST OF
 DR0444'THE WEST RIGHT-OF-WAY FENCE, 99 FEET WEST OF THE CENTER LINE
 DR0444'OF THE HIGHWAY, AND ABOUT 1 FOOT LOWER THAN STATION ELEVATION.
 DR0444'
 DR0444'A U.S. ARMY CORPS OF ENGINEERS MARK, ONE OF THEIR STANDARD
 DR0444'BENCH MARK DISKS STAMPED TRIANGULATION STATION T ALBUQUERQUE
 DR0444'DIST 1960 CEMENTED IN THE TOP OF A 10-INCH-SQUARE CONCRETE
 DR0444'MONUMENT PROJECTNG 2 INCHES ABOVE GROUND, IS 8.3 FEET EAST
 DR0444'OF THE EAST RIGHT-OF-WAY FENCE OF THE HIGHWAY, AND ABOUT
 DR0444'1 FOOT LOWER THAN STATION ELEVATION.  IT HAS A 2-FOOT PIECE
 DR0444'OF REINFORCING ROD PAINTED WHITE SET IN THE EAST CORNER OF THE
 DR0444'MARK.
 DR0444'
 DR0444'REFERENCE MARK ONE TO REFERENCE MARK TWO IS 203.50 FEET
 DR0444'(62.027 M.).
 DR0444
 DR0444                          STATION RECOVERY (1961)
 DR0444
 DR0444'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 DR0444'26.2 MI NW FROM ROSWELL.
 DR0444'26.2 MILES NORTHWEST ALONG U.S. HIGHWAY 285 FROM THE COURTHOUSE AT
 DR0444'ROSWELL, 193.0 FEET EAST OF R.M. 2, 69.2 FEET SOUTH OF R.M. 1, 2.6
 DR0444'FEET NORTHWEST OF A METAL WITNESS POST WITH SIGN, SET IN TOP OF A
 DR0444'SQUARE CONCRETE POST PROJECTING 2 INCHES ABOVE GROUND.
 DR0444
 DR0444                          STATION RECOVERY (1967)
 DR0444
 DR0444'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967 (FJG)
 DR0444'STATION WAS RECOVERED AS DESCRIBED.
 DR0444'
 DR0444'STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.
 DR0444'
 DR0444'STATION MARK--A USC AND GS BRONZE TABLET SET IN A CONCRETE
 DR0444'POST, PROJECTING 2 IN. ABOVE THE GROUND.  STAMPED HILL 1961.
 DR0444'
 DR0444'REFERENCE MARK NO. 1--A USC AND GS BRONZE TABLET SET IN
 DR0444'A CONCRETE POST, PROJECTING 4 IN. ABOVE THE GROUND, STAMPED
 DR0444'HILL NO. 1 1961.
 DR0444'
 DR0444'REFERENCE MARK NO. 2--A USC AND GS BRONZE TABLET SET IN
 DR0444'A CONCRETE POST PROJECTING 4 IN. ABOVE THE GROUND, STAMPED
 DR0444'HILL NO. 2 1961.
 DR0444'
 DR0444'THE AZIMUTH MARK WAS NOT SEARCHED FOR.
 DR0444'
 DR0444'SEE USC AND GS LEVEL LINE 79 FOR SPIRIT LEVEL ELEVATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0808 ***********************************************************************
 EQ0808  DESIGNATION -  HILL
 EQ0808  PID         -  EQ0808
 EQ0808  STATE/COUNTY-  NM/SOCORRO
 EQ0808  USGS QUAD   -  SAN ACACIA (1971)
 EQ0808
 EQ0808                         *CURRENT SURVEY CONTROL
 EQ0808  ___________________________________________________________________
 EQ0808* NAD 83(1992)-  34 15 48.69219(N)    106 53 24.72188(W)     ADJUSTED  
 EQ0808* NAVD 88     -      1455.     (meters)    4774.     (feet)  SCALED    
 EQ0808  ___________________________________________________________________
 EQ0808  LAPLACE CORR-           0.66  (seconds)                    DEFLEC99
 EQ0808  GEOID HEIGHT-         -21.84  (meters)                     GEOID03
 EQ0808
 EQ0808  HORZ ORDER  -  SECOND
 EQ0808
 EQ0808.The horizontal coordinates were established by classical geodetic methods
 EQ0808.and adjusted by the National Geodetic Survey in December 1993..
 EQ0808
 EQ0808.The orthometric height was scaled from a topographic map.
 EQ0808
 EQ0808.The Laplace correction was computed from DEFLEC99 derived deflections.
 EQ0808
 EQ0808.The geoid height was determined by GEOID03.
 EQ0808
 EQ0808;                    North         East     Units Scale Factor Converg.
 EQ0808;SPC NM C     -   362,067.887   441,043.921   MT  0.99994283   -0 21 37.6
 EQ0808;SPC NM C     - 1,187,884.39  1,446,991.60   sFT  0.99994283   -0 21 37.6
 EQ0808;UTM  13      - 3,792,992.294   325,973.308   MT  0.99997332   -1 03 52.0
 EQ0808
 EQ0808!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EQ0808!SPC NM C     -   0.99977512  x   0.99994283  =   0.99971796
 EQ0808!UTM  13      -   0.99977512  x   0.99997332  =   0.99974844
 EQ0808
 EQ0808                          SUPERSEDED SURVEY CONTROL
 EQ0808
 EQ0808  NAD 83(1986)-  34 15 48.69821(N)    106 53 24.72233(W) AD(       ) 2
 EQ0808  NAD 27      -  34 15 48.45080(N)    106 53 22.61810(W) AD(       ) 2
 EQ0808
 EQ0808.Superseded values are not recommended for survey control.
 EQ0808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0808.See file dsdata.txt to determine how the superseded data were derived.
 EQ0808
 EQ0808_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT2597392992(NAD 83)
 EQ0808_MARKER: DD = SURVEY DISK
 EQ0808_SETTING: 0 = UNSPECIFIED SETTING
 EQ0808_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EQ0808_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EQ0808+SATELLITE: SATELLITE OBSERVATIONS - March 13, 2006
 EQ0808
 EQ0808  HISTORY     - Date     Condition        Report By
 EQ0808  HISTORY     - 1954     MONUMENTED       USGS
 EQ0808  HISTORY     - 1962     GOOD             LOCSUR
 EQ0808  HISTORY     - 20060313 GOOD             GEOCAC
 EQ0808
 EQ0808                          STATION DESCRIPTION
 EQ0808
 EQ0808'DESCRIBED BY US GEOLOGICAL SURVEY 1954 (WRH)
 EQ0808'THE STATION IS LOCATED ABOUT 11 MILES AIRLINE NORTH NORTHEAST
 EQ0808'OF THE JUNCTION OF U.S. HIGHWAYS 85 AND 60 AT BERNARDO, 1-1/2
 EQ0808'MILES NORTHEAST OF THE VILLAGE OF SAN ACACIA.
 EQ0808'
 EQ0808'THE MARK IS A STANDARD U.S. GEOLOGICAL SURVEY DISK STAMPED
 EQ0808'HILL RC 1949, SET IN THE TOP OF A CEMENT FILLED STOVE PIPE
 EQ0808'THAT PROJECTS ABOUT 6 INCHES.  IT IS 30.825 FEET, 9.395 METERS
 EQ0808'WEST NORTHWEST OF TRIANGULATION STATION R 963.5 (USBR).  THE
 EQ0808'CENTER OF THE MARK WAS INTERSECTED.
 EQ0808
 EQ0808                          STATION RECOVERY (1962)
 EQ0808
 EQ0808'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1962
 EQ0808'RECOVERED BY THOMAS ENGR. AND SURV. CO.
 EQ0808'
 EQ0808'STATION WAS FOUND UNDISTURBED.
 EQ0808
 EQ0808                          STATION RECOVERY (2006)
 EQ0808
 EQ0808'RECOVERY NOTE BY GEOCACHING 2006 (BMC)
 EQ0808'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0497 ***********************************************************************
 FN0497  DESIGNATION -  HILL
 FN0497  PID         -  FN0497
 FN0497  STATE/COUNTY-  NM/GUADALUPE
 FN0497  USGS QUAD   -  MESA CHERISCO (1963)
 FN0497
 FN0497                         *CURRENT SURVEY CONTROL
 FN0497  ___________________________________________________________________
 FN0497* NAD 83(1992)-  35 07 42.54771(N)    104 30 12.04828(W)     ADJUSTED  
 FN0497* NAVD 88     -      1632.4    (meters)    5356.     (feet)  VERTCON   
 FN0497  ___________________________________________________________________
 FN0497  LAPLACE CORR-          -3.13  (seconds)                    DEFLEC99
 FN0497  GEOID HEIGHT-         -22.24  (meters)                     GEOID03
 FN0497
 FN0497  HORZ ORDER  -  FIRST
 FN0497
 FN0497.The horizontal coordinates were established by classical geodetic methods
 FN0497.and adjusted by the National Geodetic Survey in December 1993..
 FN0497
 FN0497.The NAVD 88 height was computed by applying the VERTCON shift value to
 FN0497.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FN0497
 FN0497.The Laplace correction was computed from DEFLEC99 derived deflections.
 FN0497
 FN0497.The geoid height was determined by GEOID03.
 FN0497
 FN0497;                    North         East     Units Scale Factor Converg.
 FN0497;SPC NM E     -   457,844.585   149,505.487   MT  0.99991205   -0 05 52.2
 FN0497;SPC NM E     - 1,502,111.78    490,502.59   sFT  0.99991205   -0 05 52.2
 FN0497;UTM  13      - 3,887,404.616   545,249.668   MT  0.99962523   +0 17 08.8
 FN0497
 FN0497!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FN0497!SPC NM E     -   0.99974733  x   0.99991205  =   0.99965940
 FN0497!UTM  13      -   0.99974733  x   0.99962523  =   0.99937265
 FN0497
 FN0497|---------------------------------------------------------------------|
 FN0497| PID    Reference Object                     Distance      Geod. Az  |
 FN0497|                                                           dddmmss.s |
 FN0497| CJ7463 HILL RM 1                             7.864 METERS 00719     |
 FN0497| CJ7462 HILL AZ MK                                         1225237.5 |
 FN0497| CJ7464 HILL RM 2                            17.496 METERS 22059     |
 FN0497| FN0495 SMALL BUTTE NW OF HILL              APPROX.18.6 KM 3195253.8 |
 FN0497|---------------------------------------------------------------------|
 FN0497
 FN0497                          SUPERSEDED SURVEY CONTROL
 FN0497
 FN0497  NAD 83(1986)-  35 07 42.55509(N)    104 30 12.04395(W) AD(       ) 1
 FN0497  NAD 27      -  35 07 42.35820(N)    104 30 10.09830(W) AD(       ) 1
 FN0497  NGVD 29 (07/19/86) 1631.7    (m)         5353.     (f) VERT ANG       
 FN0497
 FN0497.Superseded values are not recommended for survey control.
 FN0497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0497.See file dsdata.txt to determine how the superseded data were derived.
 FN0497
 FN0497_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEU4525087405(NAD 83)
 FN0497_MARKER: DS = TRIANGULATION STATION DISK
 FN0497_SETTING: 66 = SET IN ROCK OUTCROP
 FN0497_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 FN0497_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FN0497+STABILITY: POSITION/ELEVATION WELL
 FN0497
 FN0497  HISTORY     - Date     Condition        Report By
 FN0497  HISTORY     - 1921     MONUMENTED       CGS
 FN0497  HISTORY     - 1960     GOOD             CGS
 FN0497  HISTORY     - 1963     GOOD             USGS
 FN0497  HISTORY     - 1972     GOOD             NGS
 FN0497
 FN0497                          STATION DESCRIPTION
 FN0497
 FN0497'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (EOH)
 FN0497'THE STATION IS ABOUT 10 MILES NORTHWEST OF THE TOWN OF CUERVO,
 FN0497'ON THE HIGHEST POINT OF CUERVO PEAK AND ABOUT 30 METERS (98 FEET)
 FN0497'FROM THE SOUTHWEST END OF THE PEAK.  THE STATION AND REFERENCE
 FN0497'MARKS ARE STANDARD DISKS SET IN ROCK OUTCROP.
 FN0497'REFERENCE MARK 1 IS 8.09 METERS (26.5 FEET) FROM THE
 FN0497'STATION, AND NO. 2 IS 17.58 METERS
 FN0497'(57.7 FEET) FROM THE STATION.
 FN0497
 FN0497                          STATION RECOVERY (1960)
 FN0497
 FN0497'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HWK)
 FN0497'STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2
 FN0497'WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE DISTANCE TO
 FN0497'REFERENCE MARK NO. 1 WAS FOUND TO BE .75 FOOT SHORTER THAN
 FN0497'PREVIOUSLY MEASURED.  THE DISTANCE TO REFERENCE MARK NO. 2 WAS
 FN0497'FOUND TO BE .30 FOOT SHORTER THAN PREVIOUSLY MEASURED.  THE
 FN0497'DIRECTION TO THE REFERENCE MARKS WERE VERIFIED.  AN AZIMUTH
 FN0497'MARK WAS ESTABLISHED BY THIS PARTY.
 FN0497'
 FN0497'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 FN0497'
 FN0497'THE STATION IS APPROXIMATELY 10 MILES NORTHWEST OF CUERVO,
 FN0497'ON THE HIGHEST POINT OF CUERVO PEAK, 100 FEET NORTHEAST OF
 FN0497'THE SOUTHWEST END OF THE PEAK AND ON LAND OWNED BY A LARGE
 FN0497'CATTLE COMPANY AND MANAGED BY MR. DON BRANNON.
 FN0497'
 FN0497'TO REACH THE STATION FROM THE POST OFFICE IN CUERVO, GO EAST
 FN0497'ON U.S. HIGHWAY 66 FOR 0.1 MILE TO A SIDE ROAD ON THE LEFT.
 FN0497'TURN LEFT, CROSS RAILROAD TRACKS, FOR 0.05 MILE TO A FORK.
 FN0497'BEAR LEFT AND GO ABOUT 50 FEET TO A FORK.  BEAR RIGHT, NORTHWEST,
 FN0497'ON THE MAIN ROAD FOR 0.2 MILE TO A CATTLE GUARD.  CROSS THE
 FN0497'CATTLE GUARD AND CONTINUE FOR 0.2 MILE TO A FORK.  BEAR RIGHT
 FN0497'AND GO 0.5 MILE TO A CATTLE GUARD.  CROSS THE CATTLE GUARD AND
 FN0497'CONTINUE ON THE MAIN ROAD FOR 1.5 MILE TO SEVERAL STONE
 FN0497'BUILDINGS ON THE RIGHT.  CONTINUE ON THE MAIN ROAD FOR 0.45 MILE
 FN0497'TO A CATTLE GUARD AND CORRALS ON THE RIGHT.  CONTINUE ON
 FN0497'THE MAIN ROAD FOR 0.1 MILE TO A FORK.  BEAR RIGHT AND
 FN0497'FOLLOW THE MAIN TRAVELED ROAD FOR 1.0 MILE TO A CATTLE
 FN0497'GUARD.  CROSS THE CATTLE GUARD AND CONTINUE ON THE MAIN ROAD
 FN0497'FOR 0.6 MILE TO A REVERSE Y.  CONTINUE STRAIGHT AHEAD ON THE
 FN0497'MAIN ROAD FOR 0.15 MILE TO A FORK.  BEAR LEFT AND GO 0.1
 FN0497'MILE TO RANCH HEADQUARTERS ON THE RIGHT.  CONTINUE ON THE
 FN0497'MAIN ROAD, PASSING TO THE SOUTH OF RANCH BUILDINGS FOR 0.4
 FN0497'MILE TO A FORK.  BEAR RIGHT AND GO NORTHERLY FOR 0.95
 FN0497'MILE TO A WINDMILL AND TANK ON THE LEFT.  PASS THROUGH THE
 FN0497'GATE AND GO NORTH ON THE MAIN ROAD FOR 1.6 MILES TO A
 FN0497'FORK.  BEAR RIGHT AND GO 0.5 MILE TO A FORK.  BEAR RIGHT AND
 FN0497'GO EASTERLY FOR 1.05 MILE TO A REVERSE Y (JUST BEFORE
 FN0497'REACHING A GATE).  TURN SHARP LEFT AND GO WESTERLY ON A
 FN0497'DIM TRACK ROAD FOR 1.4 MILES TO A DIM CROSSROAD.  TURN
 FN0497'RIGHT AND GO NORTH FOR 0.1 MILE TO A CREEK BED.  CROSS THE
 FN0497'CREEK BED AND GO NORTHEAST ON A TRACK ROAD FOR 0.85 MILE TO A
 FN0497'FORK.  BEAR LEFT AND GO 0.2 MILE TO A FORK.  BEAR LEFT AND GO
 FN0497'0.5 MILE TO A RED AND WHITE BUILDING AT THE FOOT OF THE HILL
 FN0497'AND THE END OF TRUCK TRAVEL.  FROM HERE PACK NORTHWEST UP HILL,
 FN0497'KEEPING TO THE NORTH OF A POWERLINE FOR ABOUT 1 HOUR TO THE
 FN0497'HIGHEST POINT OF THE HILL AND THE STATION.  (THE AZIMUTH MARK
 FN0497'IS AT THE END OF TRUCK TRAVEL, 150 FEET NORTHWEST OF THE
 FN0497'NORTHWEST CORNER OF THE BUILDING.)
 FN0497'
 FN0497'STATION MARK, A STANDARD DISK STAMPED HILL 1921, IS CEMENTED
 FN0497'IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH IS FLUSH WITH
 FN0497'THE SURFACE OF THE GROUND.  IT IS 21 FEET NORTHEAST OF THE
 FN0497'NORTHEAST CORNER OF A BEACON.
 FN0497'
 FN0497'REFERENCE MARK NO. 1, A STANDARD DISK, NO STAMPING ON THE MARK,
 FN0497'IS CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH IS
 FN0497'FLUSH WITH THE BEDROCK.  IT IS APPROXIMATELY 4 FEET LOWER IN
 FN0497'ELEVATION THAN THE STATION AND AT THE NORTH EDGE OF THE HILL.
 FN0497'
 FN0497'REFERENCE MARK NO. 2, A STANDARD DISK, NO STAMPING ON THE MARK,
 FN0497'IS CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH IS
 FN0497'FLUSH WITH THE BEDROCK.  IT IS 24 FEET SOUTHWEST OF THE SOUTHWEST
 FN0497'LEG OF THE BEACON.
 FN0497'
 FN0497'AZIMUTH MARK, A STANDARD DISK STAMPED HILL 1921, IS CEMENTED
 FN0497'IN A DRILL HOLE IN A LARGE BOULDER WHICH PROJECTS 5 FEET.
 FN0497'IT IS 150 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE
 FN0497'BUILDING, 80 FEET SOUTHEAST OF A POWER POLE, 48 FEET NORTH OF A
 FN0497'POWER POLE AND 4 FEET NORTHWEST OF A METAL WITNESS POST.
 FN0497'
 FN0497'NOTE--REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
 FN0497
 FN0497                          STATION RECOVERY (1963)
 FN0497
 FN0497'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 FN0497'DESCRIPTION AND POSITION LISTED IN NGS QUAD 35104-3, STATION 1001.
 FN0497'
 FN0497'RECOVERED BY USGS, 1963.
 FN0497'
 FN0497'STATION MARK--STANDARD USC AND GS DISK WEDGED IN DRILL HOLE IN
 FN0497'OUTCROPPING BEDROCK.
 FN0497
 FN0497                          STATION RECOVERY (1972)
 FN0497
 FN0497'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (CWW)
 FN0497'STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2
 FN0497'WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE DISTANCE TO
 FN0497'REFERENCE MARK NO. 1 WAS TO BE .70 FOOT SHORTER THAN ORIGINALLY
 FN0497'MEASURED.  THE DISTANCE TO REFERENCE MARK NO. 2 WAS FOUND TO
 FN0497'BE .30 FOOT SHORTER THAN ORIGINALLY MEASURED.
 FN0497'
 FN0497'A REVISED DESCRIPTION FOLLOWS--
 FN0497'
 FN0497'FROM THE INTERSECTION OF 4TH AND PARKER IN SANTA ROSA GO EAST
 FN0497'ON U.S. 66, 0.8 MILES TO AN INTERCHANGE.  GO EAST ON I-40,
 FN0497'16.1 MILES TO AN OFF-RAMP.  CONTINUE EAST 0.1 MILES THEN NORTH
 FN0497'0.05 MILES UNDER BRIDGE AND TO THE NORTH FRONTAGE ROAD.  GO
 FN0497'EAST ON FRONTAGE ROAD 0.3 MILES TO A DIRT ROAD ON THE LEFT,
 FN0497'NEXT TO A STANDARD STATION.  TURN LEFT, CROSS RAILROAD TRACKS
 FN0497'THEN 0.05 MILES TO AN INTERSECTION.  TURN LEFT GO 0.15 MILES
 FN0497'TO A CATTLE GUARD.  TURN RIGHT AT CATTLE GUARD AND CONTINUE
 FN0497'1.2 MILES TO A FORK.  TAKE LEFT FORK THEN 2.45 MILES TO A
 FN0497'CATTLE GUARD, CROSS CATTLE GUARD AND CONTINUE ON MAIN ROAD 0.7
 FN0497'MILES TO AN INTERSECTION.  CONTINUE STRAIGHT IN A WESTERLY
 FN0497'DIRECTION 0.3 MILES TO A CATTLE GUARD AND RANCH HOUSE ON THE
 FN0497'RIGHT.  BEAR LEFT 0.1 MILES TO A CATTLE GUARD.  CROSS
 FN0497'CATTLE GUARD AND CONTINUE STRAIGHT AHEAD 0.15 MILES TO A
 FN0497'FORK.  CONTINUE ON RIGHT FORK 0.95 MILES TO A FORK AND
 FN0497'WINDMILL ON THE LEFT.  CONTINUE ON RIGHT FORK 0.65 MILES
 FN0497'TO A GATE.  PASS THROUGH GATE AND GO NORTH ON THE MAIN
 FN0497'ROAD 0.8 MILES TO A FORK AND A WINDMILL ON THE LEFT.
 FN0497'CONTINUE ON RIGHT FORK 0.25 MILES TO A GATE.  PASS THROUGH
 FN0497'GATE AND GO ON MAIN ROAD 0.5 MILES TO A Y.  TAKE LEFT FORK
 FN0497'AND CONTINUE 0.75 MILES TO A GATE.  PASS THROUGH GATE AND GO
 FN0497'0.1 MILES TO ANOTHER GATE.  PASS THROUGH GATE THEN 0.20
 FN0497'MILES TO A FORK, TAKE RIGHT FORK 0.25 MILES TO A CROSSROAD.
 FN0497'CONTINUE STRAIGHT AHEAD 0.65 MILES TO A GATE.  PASS THROUGH
 FN0497'GATE THEN 0.2 MILES TO AN INTERSECTION AND A WINDMILL ON
 FN0497'THE RIGHT.  FROM INTERSECTION TRAVEL 0.35 MILES
 FN0497'CROSS-COUNTRY TO THE FOOT OF THE HILL.  FROM HERE PACK NORTHWEST
 FN0497'UP HILL, FOR ABOUT 1 HOUR TO THE HIGHEST POINT ON THE HILL
 FN0497'AND THE STATION.
 FN0497'
 FN0497'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--10 MILES
 FN0497'NORTHWEST OF CUERVO
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0739 ***********************************************************************
 EQ0739  DESIGNATION -  HILL BETWEEN BELEN BASE STAS
 EQ0739  PID         -  EQ0739
 EQ0739  STATE/COUNTY-  NM/SOCORRO
 EQ0739  USGS QUAD   -  BLACK BUTTE (1979)
 EQ0739
 EQ0739                         *CURRENT SURVEY CONTROL
 EQ0739  ___________________________________________________________________
 EQ0739* NAD 83(1992)-  34 24 35.26733(N)    106 41 07.57403(W)     ADJUSTED  
 EQ0739* NAVD 88     -                                                        
 EQ0739  ___________________________________________________________________
 EQ0739  LAPLACE CORR-           5.39  (seconds)                    DEFLEC99
 EQ0739  GEOID HEIGHT-         -21.43  (meters)                     GEOID03
 EQ0739
 EQ0739  HORZ ORDER  -  THIRD
 EQ0739
 EQ0739.The horizontal coordinates were established by classical geodetic methods
 EQ0739.and adjusted by the National Geodetic Survey in December 1993..
 EQ0739
 EQ0739
 EQ0739.The Laplace correction was computed from DEFLEC99 derived deflections.
 EQ0739
 EQ0739.The geoid height was determined by GEOID03.
 EQ0739
 EQ0739;                    North         East     Units Scale Factor Converg.
 EQ0739;SPC NM C     -   378,192.386   459,970.292   MT  0.99991974   -0 14 45.9
 EQ0739;SPC NM C     - 1,240,786.19  1,509,085.87   sFT  0.99991974   -0 14 45.9
 EQ0739;UTM  13      - 3,808,882.653   345,096.788   MT  0.99989577   -0 57 09.5
 EQ0739
 EQ0739                          SUPERSEDED SURVEY CONTROL
 EQ0739
 EQ0739  NAD 83(1986)-  34 24 35.27256(N)    106 41 07.57634(W) AD(       ) 4
 EQ0739  NAD 27      -  34 24 35.03800(N)    106 41 05.49600(W) AD(       ) 3
 EQ0739
 EQ0739.Superseded values are not recommended for survey control.
 EQ0739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0739.See file dsdata.txt to determine how the superseded data were derived.
 EQ0739
 EQ0739_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU4509708883(NAD 83)
 EQ0739
 EQ0739  HISTORY     - Date     Condition        Report By
 EQ0739  HISTORY     - 1921     FIRST OBSERVED   CGS
 EQ0739  HISTORY     - 20050312 GOOD             GEOCAC
 EQ0739
 EQ0739                          STATION DESCRIPTION
 EQ0739
 EQ0739'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (EOH)
 EQ0739'THIS IS A SMALL, ISOLATED, ROUNDED HILL ABOUT MIDWAY BETWEEN
 EQ0739'TRIANGULATION STATIONS BELEN NORTH BASE AND BELEN SOUTH BASE,
 EQ0739'AND ABOUT ONE MILE WESTWARD OF THE LINE BETWEEN THEM.
 EQ0739
 EQ0739                          STATION RECOVERY (2005)
 EQ0739
 EQ0739'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 EQ0739'THE HILL IS KNOWN LOCALLY AS BLACK BUTTE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0445 ***********************************************************************
 DR0445  DESIGNATION -  HILL RM 1
 DR0445  PID         -  DR0445
 DR0445  STATE/COUNTY-  NM/CHAVES
 DR0445  USGS QUAD   -  MARLEY DRAW (1962)
 DR0445
 DR0445                         *CURRENT SURVEY CONTROL
 DR0445  ___________________________________________________________________
 DR0445* NAD 83(1986)-  33 44 18.     (N)    104 34 22.     (W)     SCALED    
 DR0445* NAVD 88     -      1249.852  (meters)    4100.56   (feet)  ADJUSTED  
 DR0445  ___________________________________________________________________
 DR0445  GEOID HEIGHT-         -23.28  (meters)                     GEOID03
 DR0445  DYNAMIC HT  -        1248.145 (meters)    4094.96  (feet)  COMP
 DR0445  MODELED GRAV-     979,227.7   (mgal)                       NAVD 88
 DR0445
 DR0445  VERT ORDER  -  SECOND    CLASS 0
 DR0445
 DR0445.The horizontal coordinates were scaled from a topographic map and have
 DR0445.an estimated accuracy of +/- 6 seconds.
 DR0445
 DR0445.The orthometric height was determined by differential leveling
 DR0445.and adjusted by the National Geodetic Survey in June 1991..
 DR0445
 DR0445.The geoid height was determined by GEOID03.
 DR0445
 DR0445.The dynamic height is computed by dividing the NAVD 88
 DR0445.geopotential number by the normal gravity value computed on the
 DR0445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0445.degrees latitude (g = 980.6199 gals.).
 DR0445
 DR0445.The modeled gravity was interpolated from observed gravity values.
 DR0445
 DR0445;                    North         East    Units  Estimated Accuracy
 DR0445;SPC NM E     -   303,660.      142,810.      MT  (+/- 180 meters Scaled)
 DR0445
 DR0445                          SUPERSEDED SURVEY CONTROL
 DR0445
 DR0445  NGVD 29 (??/??/92) 1249.322  (m)         4098.82   (f) ADJ UNCH    2 0
 DR0445
 DR0445.Superseded values are not recommended for survey control.
 DR0445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0445.See file dsdata.txt to determine how the superseded data were derived.
 DR0445
 DR0445_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SET395332(NAD 83)
 DR0445_MARKER: DR = REFERENCE MARK DISK
 DR0445_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR0445_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DR0445_STAMPING: HILL NO 1 1961
 DR0445_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR0445+STABILITY: SURFACE MOTION
 DR0445
 DR0445  HISTORY     - Date     Condition        Report By
 DR0445  HISTORY     - 1961     MONUMENTED       CGS
 DR0445
 DR0445                          STATION DESCRIPTION
 DR0445
 DR0445'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 DR0445'26.2 MI NW FROM ROSWELL.
 DR0445'26.2 MILES NORTHWEST ALONG U.S. HIGHWAY 285 FROM THE COURTHOUSE AT
 DR0445'ROSWELL, 97.0 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 69.2 FEET
 DR0445'NORTH OF A TRIANGULATION STATION, 1.25 FEET WEST OF EAST RIGHT OF WAY
 DR0445'FENCE, SET IN THE TOP OF A SQUARE CONCRETE POST PROJECTING 4 INCHES
 DR0445'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0446 ***********************************************************************
 DR0446  DESIGNATION -  HILL RM 2
 DR0446  PID         -  DR0446
 DR0446  STATE/COUNTY-  NM/CHAVES
 DR0446  USGS QUAD   -  MARLEY DRAW (1962)
 DR0446
 DR0446                         *CURRENT SURVEY CONTROL
 DR0446  ___________________________________________________________________
 DR0446* NAD 83(1986)-  33 44 18.     (N)    104 34 22.     (W)     SCALED    
 DR0446* NAVD 88     -      1249.013  (meters)    4097.80   (feet)  ADJUSTED  
 DR0446  ___________________________________________________________________
 DR0446  GEOID HEIGHT-         -23.28  (meters)                     GEOID03
 DR0446  DYNAMIC HT  -        1247.307 (meters)    4092.21  (feet)  COMP
 DR0446  MODELED GRAV-     979,227.7   (mgal)                       NAVD 88
 DR0446
 DR0446  VERT ORDER  -  SECOND    CLASS 0
 DR0446
 DR0446.The horizontal coordinates were scaled from a topographic map and have
 DR0446.an estimated accuracy of +/- 6 seconds.
 DR0446
 DR0446.The orthometric height was determined by differential leveling
 DR0446.and adjusted by the National Geodetic Survey in June 1991..
 DR0446
 DR0446.The geoid height was determined by GEOID03.
 DR0446
 DR0446.The dynamic height is computed by dividing the NAVD 88
 DR0446.geopotential number by the normal gravity value computed on the
 DR0446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0446.degrees latitude (g = 980.6199 gals.).
 DR0446
 DR0446.The modeled gravity was interpolated from observed gravity values.
 DR0446
 DR0446;                    North         East    Units  Estimated Accuracy
 DR0446;SPC NM E     -   303,660.      142,810.      MT  (+/- 180 meters Scaled)
 DR0446
 DR0446                          SUPERSEDED SURVEY CONTROL
 DR0446
 DR0446  NGVD 29 (??/??/92) 1248.483  (m)         4096.06   (f) ADJ UNCH    2 0
 DR0446
 DR0446.Superseded values are not recommended for survey control.
 DR0446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0446.See file dsdata.txt to determine how the superseded data were derived.
 DR0446
 DR0446_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SET395332(NAD 83)
 DR0446_MARKER: DR = REFERENCE MARK DISK
 DR0446_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR0446_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DR0446_STAMPING: HILL NO 2 1961
 DR0446_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR0446+STABILITY: SURFACE MOTION
 DR0446
 DR0446  HISTORY     - Date     Condition        Report By
 DR0446  HISTORY     - 1961     MONUMENTED       CGS
 DR0446
 DR0446                          STATION DESCRIPTION
 DR0446
 DR0446'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 DR0446'26.2 MI NW FROM ROSWELL.
 DR0446'26.2 MILES NORTHWEST ALONG U.S. HIGHWAY 285 FROM THE COURTHOUSE AT
 DR0446'ROSWELL, 193.0 FEET WEST OF A TRIANGULATION STATION, 99.0 FEET WEST OF
 DR0446'THE CENTERLINE OF THE HIGHWAY, 3.0 FEET EAST OF THE WEST RIGHT OF WAY
 DR0446'FENCE, SET IN TOP OF A SQUARE CONCRETE POST PROJECTING 4 INCHES ABOVE
 DR0446'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0907 ***********************************************************************
 CV0907  DESIGNATION -  HILL TANK
 CV0907  PID         -  CV0907
 CV0907  STATE/COUNTY-  NM/EDDY
 CV0907  USGS QUAD   -  LIVINGSTON RIDGE (1985)
 CV0907
 CV0907                         *CURRENT SURVEY CONTROL
 CV0907  ___________________________________________________________________
 CV0907* NAD 83(1992)-  32 22 36.75997(N)    103 50 21.32293(W)     ADJUSTED  
 CV0907* NAVD 88     -      1035.     (meters)    3396.     (feet)  SCALED    
 CV0907  ___________________________________________________________________
 CV0907  LAPLACE CORR-           2.56  (seconds)                    DEFLEC99
 CV0907  GEOID HEIGHT-         -24.46  (meters)                     GEOID03
 CV0907
 CV0907  HORZ ORDER  -  THIRD
 CV0907
 CV0907.The horizontal coordinates were established by classical geodetic methods
 CV0907.and adjusted by the National Geodetic Survey in December 1993..
 CV0907
 CV0907.The orthometric height was scaled from a topographic map.
 CV0907
 CV0907.The Laplace correction was computed from DEFLEC99 derived deflections.
 CV0907
 CV0907.The geoid height was determined by GEOID03.
 CV0907
 CV0907;                    North         East     Units Scale Factor Converg.
 CV0907;SPC NM E     -   152,763.591   211,490.927   MT  0.99993574   +0 15 52.5
 CV0907;SPC NM E     -   501,191.88    693,866.48   sFT  0.99993574   +0 15 52.5
 CV0907;UTM  13      - 3,582,803.312   609,190.813   MT  0.99974702   +0 37 17.8
 CV0907
 CV0907!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CV0907!SPC NM E     -   0.99984128  x   0.99993574  =   0.99977703
 CV0907!UTM  13      -   0.99984128  x   0.99974702  =   0.99958834
 CV0907
 CV0907                          SUPERSEDED SURVEY CONTROL
 CV0907
 CV0907  NAD 83(1986)-  32 22 36.75710(N)    103 50 21.31455(W) AD(       ) 3
 CV0907
 CV0907.Superseded values are not recommended for survey control.
 CV0907.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0907.See file dsdata.txt to determine how the superseded data were derived.
 CV0907
 CV0907_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFR0919182803(NAD 83)
 CV0907_MARKER: DS = TRIANGULATION STATION DISK
 CV0907_SETTING: 0 = UNSPECIFIED SETTING
 CV0907_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CV0907
 CV0907  HISTORY     - Date     Condition        Report By
 CV0907  HISTORY     - 1934     MONUMENTED       USGS
 CV0907
 CV0907                          STATION DESCRIPTION
 CV0907
 CV0907'DESCRIBED BY US GEOLOGICAL SURVEY 1934
 CV0907'LOCATED ABOUT 23 MI. SE. OF CARLSBAD, ON HIGH POINT ON SAND DUNE,
 CV0907'ABOUT 10 MI. FROM CAMP OF U.S. POTASH
 CV0907'COMPANY, 3.9 MI. BY RD. SE. FROM CRAWFORD-JOHNSON RANCH, LOCATED IN
 CV0907'SECTIONS 9 AND 10, T 22 S, R 30 E.
 CV0907'
 CV0907'TO REACH FROM CARLSBAD, GO E. ON PREVIOUS U.S. HIGHWAY 62 ABOUT 4.6
 CV0907'MI., THEN E. ON SECONDARY RD. CROSSING RIDGE ABOUT 14 MI. FROM
 CV0907'CARLSBAD AND ARRIVING AT CRAWFORD-JOHNSON RANCH 21.5 MI. FROM
 CV0907'CARLSBAD, THEN SE. 3.9 MI. TO HILL TANK OWNED BY CRAWFORD-JOHNSON
 CV0907'RANCH.  STATION IS 1000 FT. S. 58 DEGREES E. (MAGNETIC) FROM HILL
 CV0907'TANK.
 CV0907'
 CV0907'IN 1956 USGS REPORTED AS FOLLOWS
 CV0907'
 CV0907'STATION MARK HAS BLOWN OUT OF SAND DUNE AND IS LYING ON SIDE NEAR
 CV0907'ORIGINAL POSITION.  REFERENCE MARKS 1 AND 2 ARE OK.
 CV0907'
 CV0907'STATION MARK--STANDARD TABLET STAMPED---D 1934 HILL TANK---, IN
 CV0907'CONCRETE POST SET IN SAND, 0.5 FT. ABOVE GROUND.
 CV0907'
 CV0907'REFERENCE MARK NO. 1--STANDARD REFERENCE TABLET STAMPED---NO. 1---,
 CV0907'IN A CONCRETE POST SET IN SAND 33.55 FT. FROM STATION MARK.
 CV0907'
 CV0907'REFERENCE MARK NO. 2--STANDARD TABLET STAMPED---NO. 2---, IN A
 CV0907'CONCRETE POST SET IN SAND 21.15 FT. FROM STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1912 ***********************************************************************
 CX1912  DESIGNATION -  HILLSBORO
 CX1912  PID         -  CX1912
 CX1912  STATE/COUNTY-  NM/SIERRA
 CX1912  USGS QUAD   -  HILLSBORO (1985)
 CX1912
 CX1912                         *CURRENT SURVEY CONTROL
 CX1912  ___________________________________________________________________
 CX1912* NAD 83(1992)-  32 58 49.06719(N)    107 34 17.09014(W)     ADJUSTED  
 CX1912* NAVD 88     -      1896.     (meters)    6220.     (feet)  SCALED    
 CX1912  ___________________________________________________________________
 CX1912  LAPLACE CORR-          -3.66  (seconds)                    DEFLEC99
 CX1912  GEOID HEIGHT-         -23.09  (meters)                     GEOID03
 CX1912
 CX1912  HORZ ORDER  -  FIRST
 CX1912
 CX1912.The horizontal coordinates were established by classical geodetic methods
 CX1912.and adjusted by the National Geodetic Survey in December 1993..
 CX1912
 CX1912.The orthometric height was scaled from a topographic map.
 CX1912
 CX1912.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1912
 CX1912.The geoid height was determined by GEOID03.
 CX1912
 CX1912;                    North         East     Units Scale Factor Converg.
 CX1912;SPC NM W     -   219,600.671   854,480.644   MT  0.99992405   +0 08 33.3
 CX1912;SPC NM W     -   720,473.20  2,803,408.58   sFT  0.99992405   +0 08 33.3
 CX1912;SPC NM C     -   220,341.930   376,490.035   MT  1.00008803   -0 43 09.9
 CX1912;SPC NM C     -   722,905.15  1,235,201.06   sFT  1.00008803   -0 43 09.9
 CX1912;UTM  13      - 3,652,039.069   259,702.731   MT  1.00031203   -1 24 01.5
 CX1912
 CX1912!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1912!SPC NM W     -   0.99970607  x   0.99992405  =   0.99963014
 CX1912!SPC NM C     -   0.99970607  x   1.00008803  =   0.99979408
 CX1912!UTM  13      -   0.99970607  x   1.00031203  =   1.00001801
 CX1912
 CX1912|---------------------------------------------------------------------|
 CX1912| PID    Reference Object                     Distance      Geod. Az  |
 CX1912|                                                           dddmmss.s |
 CX1912| CC6676 HILLSBORO RM 1                        9.830 METERS 08940     |
 CX1912| CC6677 HILLSBORO RM 2                        9.611 METERS 19325     |
 CX1912| CC6675 HILLSBORO AZ MK                                    2462555.4 |
 CX1912|---------------------------------------------------------------------|
 CX1912
 CX1912                          SUPERSEDED SURVEY CONTROL
 CX1912
 CX1912  NAD 83(1986)-  32 58 49.06695(N)    107 34 17.09451(W) AD(       ) 1
 CX1912  NAD 27      -  32 58 48.80592(N)    107 34 14.98886(W) AD(       ) 1
 CX1912
 CX1912.Superseded values are not recommended for survey control.
 CX1912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1912.See file dsdata.txt to determine how the superseded data were derived.
 CX1912
 CX1912_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBS5970352039(NAD 83)
 CX1912_MARKER: DD = SURVEY DISK
 CX1912_SETTING: 66 = SET IN ROCK OUTCROP
 CX1912_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX1912
 CX1912  HISTORY     - Date     Condition        Report By
 CX1912  HISTORY     - 1936     MONUMENTED       CGS
 CX1912  HISTORY     - 1962     GOOD             USGS
 CX1912
 CX1912                          STATION DESCRIPTION
 CX1912
 CX1912'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (WRP)
 CX1912'ABOUT 6 MILES NORTH OF HILLSBORO, ON THE HIGHEST POINT OF A
 CX1912'GRASSY AND ROCKY HILL.  THERE IS A HIGHER RANGE OF HILLS ABOUT
 CX1912'3/4 MILE TOWARD THE SOUTH AND SOUTHEAST.  TO REACH FROM THE
 CX1912'JUNCTION OF STATE HIGHWAY 26 AND U.S. HIGHWAY 180 IN HILLSBORO,
 CX1912'GO EAST 1.1 MILES ON U.S. HIGHWAY 180 TO A POINT WHERE THE
 CX1912'HIGHWAY CURVES TO THE LEFT.  ABOUT 40 YARDS WEST OF THIS
 CX1912'POINT LEAVE HIGHWAY, TURN LEFT AND GO NORTH ON A PLANE TRACK
 CX1912'ROAD 1.2 MILES, TAKE THE RIGHT FORK, ENTERING A WASH, AND,
 CX1912'GO 0.1 MILE, TAKE THE LEFT FORK, KEEPING TO THE WASH, AND
 CX1912'GO 0.4 MILE, TAKE THE LEFT FORK, AND GO 0.5 MILE, TAKE THE
 CX1912'LEFT FORK AND GO 1.2 MILES, TAKE THE LEFT FORK AND GO NORTH
 CX1912'1.4 MILES TO THE AZIMUTH MARK ON THE EAST SIDE OF THE
 CX1912'ROAD, CONTINUE NORTH ON THE MAIN-TRAVELED ROAD 0.3 MILE,
 CX1912'THEN LEAVE ROAD, TURN RIGHT, AND GO ACROSS COUNTRY 0.15
 CX1912'MILE.  FROM THIS POINT IT IS A 20-MINUTE CLIMB WITH A HEAVY
 CX1912'LOAD NORTHEASTWARD UP THE LEFT-HAND HILL TO ITS SUMMIT AND
 CX1912'THE STATION.  THE STATION AND REFERENCE MARKS ARE STANDARD DISKS
 CX1912'SET IN ROCK.  REFERENCE MARK
 CX1912'NO. 1 IS 9.830 METERS (32.25 FEET) FROM THE STATION
 CX1912'N 89 DEG 40 MIN E, AND NO. 2 IS 9.611 METERS (31.53
 CX1912'FEET) FROM THE STATION S 13 DEG 25 MIN W.  THE AZIMUTH
 CX1912'MARK, A STANDARD DISK SET IN CONCRETE, IS
 CX1912'33 FEET EAST OF THE CENTERLINE OF THE ABOVE MENTIONED
 CX1912'NORTH-AND-SOUTH TRACK ROAD, AND 0.3 MILE FROM THE STATION
 CX1912'S 66 DEG 26 MIN W.  THE BEARING FROM THE
 CX1912'STATION TO A U.S. FOREST SERVICE TOWER IS S 81 DEG 01 MIN W.
 CX1912
 CX1912                          STATION RECOVERY (1962)
 CX1912
 CX1912'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 CX1912'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1929 ***********************************************************************
 CX1929  DESIGNATION -  HILLSBORO PEAK
 CX1929  PID         -  CX1929
 CX1929  STATE/COUNTY-  NM/SIERRA
 CX1929  USGS QUAD   -  HILLSBORO PEAK (1985)
 CX1929
 CX1929                         *CURRENT SURVEY CONTROL
 CX1929  ___________________________________________________________________
 CX1929* NAD 83(1992)-  32 57 09.83677(N)    107 46 46.20833(W)     ADJUSTED  
 CX1929* NAVD 88     -      3052.5    (meters)   10015.     (feet)  VERTCON   
 CX1929  ___________________________________________________________________
 CX1929  LAPLACE CORR-          -2.79  (seconds)                    DEFLEC99
 CX1929  GEOID HEIGHT-         -22.79  (meters)                     GEOID03
 CX1929
 CX1929  HORZ ORDER  -  FIRST
 CX1929
 CX1929.The horizontal coordinates were established by classical geodetic methods
 CX1929.and adjusted by the National Geodetic Survey in December 1993..
 CX1929
 CX1929.The NAVD 88 height was computed by applying the VERTCON shift value to
 CX1929.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CX1929
 CX1929.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1929
 CX1929.The geoid height was determined by GEOID03.
 CX1929
 CX1929;                    North         East     Units Scale Factor Converg.
 CX1929;SPC NM W     -   216,514.798   835,032.943   MT  0.99991698   +0 01 45.4
 CX1929;SPC NM W     -   710,348.97  2,739,603.91   sFT  0.99991698   +0 01 45.4
 CX1929;UTM  13      - 3,649,476.664   240,170.189   MT  1.00043251   -1 30 45.9
 CX1929
 CX1929!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1929!SPC NM W     -   0.99952456  x   0.99991698  =   0.99944158
 CX1929!UTM  13      -   0.99952456  x   1.00043251  =   0.99995687
 CX1929
 CX1929|---------------------------------------------------------------------|
 CX1929| PID    Reference Object                     Distance      Geod. Az  |
 CX1929|                                                           dddmmss.s |
 CX1929| CX1927 HILLSBORO PK LO                      65.072 METERS 11332     |
 CX1929| CX1932 HENDRICKS                           APPROX.14.0 KM 2425256.0 |
 CX1929| CC6678 HILLSBORO PEAK RM 1                  14.525 METERS 26036     |
 CX1929| CC6679 HILLSBORO PEAK RM 2                  13.087 METERS 33916     |
 CX1929|---------------------------------------------------------------------|
 CX1929
 CX1929                          SUPERSEDED SURVEY CONTROL
 CX1929
 CX1929  NAD 83(1986)-  32 57 09.83530(N)    107 46 46.21067(W) AD(       ) 1
 CX1929  NAD 27      -  32 57 09.56842(N)    107 46 44.09974(W) AD(       ) 1
 CX1929  NGVD 29 (07/19/86) 3051.4    (m)        10011.     (f) VERT ANG       
 CX1929
 CX1929.Superseded values are not recommended for survey control.
 CX1929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1929.See file dsdata.txt to determine how the superseded data were derived.
 CX1929
 CX1929_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBS4017049477(NAD 83)
 CX1929_MARKER: DD = SURVEY DISK
 CX1929_SETTING: 80 = SET IN A BOULDER
 CX1929_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 CX1929
 CX1929  HISTORY     - Date     Condition        Report By
 CX1929  HISTORY     - 1945     MONUMENTED       CGS
 CX1929
 CX1929                          STATION DESCRIPTION
 CX1929
 CX1929'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (RAM)
 CX1929'STATION IS LOCATED ABOUT 19 MILES, AIR LINE, NE OF SANTA RITA
 CX1929'AND 6 MILES WNW OF THE KINGSTON RANGER STATION.  IT IS ON
 CX1929'THE HIGHEST PART OF HILLSBORO PEAK, A HIGH WOODED PEAK ON
 CX1929'THE NW END OF A WOODED RANGE.
 CX1929'
 CX1929'TO REACH THE STATION FROM THE POST OFFICE IN SANTA RITA, GO
 CX1929'E ON STATE HIGHWAY 180 FOR 0.45 MILE TO A FORK.  TAKE THE
 CX1929'RIGHT FORK (HIGHWAY 180) AND FOLLOW THE MAIN ROAD FOR 9.3
 CX1929'MILES TO A FORK AND STATION B.M. Q 124 ON THE RIGHT.  TAKE
 CX1929'THE LEFT FORK (HIGHWAY 180) AND GO 16.6 MILES ON THE MAIN
 CX1929'ROAD TO A CATTLE GUARD AND A SIGN ON THE LEFT READING HILLSBORO
 CX1929'PK 4 VISITORS WELCOME.  (THIS POINT IS SEVERAL HUNDRED YARDS
 CX1929'BEFORE REACHING THE SUMMIT OF THE PASS.) FROM HERE PACK
 CX1929'UP THE MAIN TRAIL FOR 3 MILES TO A FORK IN THE TRAIL.  TAKE
 CX1929'THE RIGHT FORK (INDICATED BY SIGN HILLSBORO PK 1) AND FOLLOW
 CX1929'THE TRAIL FOR 1 MILE TO THE TOP OF THE MOUNTAIN AND
 CX1929'STATION.
 CX1929'
 CX1929'STATION IS LOCATED 213.49 FEET WNW OF A U.S. FOREST SERVICE
 CX1929'STATION MARK SET UNDER THE FIRE LOOKOUT TOWER.  IT IS ON
 CX1929'ABOUT THE SAME LEVEL.  THE STATION IS MARKED BY A BRONZE
 CX1929'STATION DISK, STAMPED HILLSBORO PK 1945 AND CEMENTED IN A
 CX1929'DRILL HOLE IN A BOULDER WHICH PROJECTS 6 INCHES ABOVE THE
 CX1929'GROUND.
 CX1929'
 CX1929'REFERENCE MARK 1 IS W OF THE STATION AND ABOUT 1-1/2 FEET
 CX1929'LOWER.  IT IS MARKED BY A BRONZE REFERENCE DISK, STAMPED
 CX1929'HILLSBORO PK NO 1 1945 AND CEMENTED IN A DRILL HOLE IN BEDROCK
 CX1929'OUTCROP.  THE MARK PROJECTS 18 INCHES ABOVE THE GROUND.
 CX1929'
 CX1929'REFERENCE MARK 2 IS N OF THE STATION AND ABOUT 1 FOOT HIGHER.
 CX1929'IT IS MARKED BY A BRONZE REFERENCE DISK, STAMPED HILLSBORO
 CX1929'PK NO 2 1945 AND CEMENTED IN A DRILL HOLE IN A BOULDER WHICH
 CX1929'PROJECTS 20 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1927 ***********************************************************************
 CX1927  DESIGNATION -  HILLSBORO PK LO
 CX1927  PID         -  CX1927
 CX1927  STATE/COUNTY-  NM/GRANT
 CX1927  USGS QUAD   -  HILLSBORO PEAK (1985)
 CX1927
 CX1927                         *CURRENT SURVEY CONTROL
 CX1927  ___________________________________________________________________
 CX1927* NAD 83(1992)-  32 57 08.99315(N)    107 46 43.91145(W)     ADJUSTED  
 CX1927* NAVD 88     -      3052.6    (meters)   10015.     (feet)  VERTCON   
 CX1927  ___________________________________________________________________
 CX1927  LAPLACE CORR-          -2.90  (seconds)                    DEFLEC99
 CX1927  GEOID HEIGHT-         -22.79  (meters)                     GEOID03
 CX1927
 CX1927  HORZ ORDER  -  FIRST
 CX1927
 CX1927.The horizontal coordinates were established by classical geodetic methods
 CX1927.and adjusted by the National Geodetic Survey in December 1993..
 CX1927
 CX1927.The NAVD 88 height was computed by applying the VERTCON shift value to
 CX1927.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CX1927
 CX1927.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1927
 CX1927.The geoid height was determined by GEOID03.
 CX1927
 CX1927;                    North         East     Units Scale Factor Converg.
 CX1927;SPC NM W     -   216,488.842   835,092.609   MT  0.99991699   +0 01 46.7
 CX1927;SPC NM W     -   710,263.81  2,739,799.67   sFT  0.99991699   +0 01 46.7
 CX1927;UTM  13      - 3,649,449.097   240,229.165   MT  1.00043213   -1 30 44.6
 CX1927
 CX1927!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1927!SPC NM W     -   0.99952455  x   0.99991699  =   0.99944158
 CX1927!UTM  13      -   0.99952455  x   1.00043213  =   0.99995647
 CX1927
 CX1927:                Primary Azimuth Mark                     Grid Az
 CX1927:SPC NM W     -  HENDRICKS                                243 03 28.5
 CX1927:UTM  13      -  HENDRICKS                                244 35 59.8
 CX1927
 CX1927|---------------------------------------------------------------------|
 CX1927| PID    Reference Object                     Distance      Geod. Az  |
 CX1927|                                                           dddmmss.s |
 CX1927| CX1932 HENDRICKS                           APPROX.14.1 KM 2430515.2 |
 CX1927| CX1929 HILLSBORO PEAK                       65.072 METERS 29332     |
 CX1927|---------------------------------------------------------------------|
 CX1927
 CX1927                          SUPERSEDED SURVEY CONTROL
 CX1927
 CX1927  NAD 83(1986)-  32 57 08.99169(N)    107 46 43.91381(W) AD(       ) 1
 CX1927  NAD 27      -  32 57 08.72476(N)    107 46 41.80293(W) AD(       ) 1
 CX1927  NGVD 29 (07/19/86) 3051.5    (m)        10011.     (f) VERT ANG       
 CX1927
 CX1927.Superseded values are not recommended for survey control.
 CX1927.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1927.See file dsdata.txt to determine how the superseded data were derived.
 CX1927
 CX1927_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBS4022949449(NAD 83)
 CX1927_MARKER: DD = SURVEY DISK
 CX1927_SETTING: 80 = SET IN A BOULDER
 CX1927_SP_SET: SET IN DRILL HOLE IN A BOULDER
 CX1927_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX1927+STABILITY: SURFACE MOTION
 CX1927
 CX1927  HISTORY     - Date     Condition        Report By
 CX1927  HISTORY     - 1945     MONUMENTED       USFS
 CX1927  HISTORY     - 1945     SEE DESCRIPTION  CGS
 CX1927
 CX1927                          STATION DESCRIPTION
 CX1927
 CX1927'DESCRIBED BY US FOREST SERVICE 1945 (RAM)
 CX1927'STATION IS LOCATED ABOUT 19 MILES, AIR LINE, NE OF SANTA
 CX1927'RITA AND 6 MILES WNW OF THE KINGSTON RANGER STATION.  IT IS
 CX1927'ON THE HIGHEST PART OF HILLSBORO PEAK, A HIGH WOODED PEAK
 CX1927'ON THE NW END OF A WOODED RANGE.
 CX1927'
 CX1927'TO REACH THE STATION FROM THE POST OFFICE IN SANTA RITA,
 CX1927'GO E ON STATE HIGHWAY 180 FOR 0.45 MILE TO A FORK.  TAKE
 CX1927'THE RIGHT FORK (HIGHWAY 180) AND FOLLOW THE MAIN ROAD FOR
 CX1927'9.3 MILES TO A FORK AND STATION B.M. Q 124 ON THE RIGHT.
 CX1927'TAKE THE LEFT FORK (HIGHWAY 180) AND GO 16.6 MILES ON THE
 CX1927'MAIN ROAD TO A CATTLE GUARD AND A SIGN ON THE LEFT READING
 CX1927'HILLSBORO PK 4 VISITORS WELCOME.  (THIS POINT IS SEVERAL
 CX1927'HUNDRED YARDS BEFORE REACHING THE SUMMIT OF THE PASS.) FROM
 CX1927'HERE PACK UP THE MAIN TRAIL FOR 3 MILES TO A FORK IN THE
 CX1927'TRAIL.  TAKE THE RIGHT FORK (INDICATED BY SIGN HILLSBORO PK 1)
 CX1927'AND FOLLOW THE TRAIL FOR 1 MILE TO THE TOP OF THE
 CX1927'MOUNTAIN AND STATION.
 CX1927'
 CX1927'STATION IS LOCATED IN THE CENTER OF THE BASE OF A STEEL
 CX1927'LOOKOUT TOWER, 213.49 FEET ESE OF STATION HILLSBORO PK.  IT
 CX1927'IS MARKED BY A U.S. FOREST SERVICE DISK, UNSTAMPED AND APPARENTLY
 CX1927'SET IN A DRILL HOLE IN A BOULDER WHICH PROJECTS 6 INCHES
 CX1927'ABOVE THE GROUND.
 CX1927
 CX1927                          STATION RECOVERY (1945)
 CX1927
 CX1927'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (RAM)
 CX1927'THE TOWER IS LOCATED ABOUT 19 MILES, AIR LINE, NE OF SANTA
 CX1927'RITA AND 6 MILES WNW OF THE KINGSTON RANGER STATION.  IT IS
 CX1927'ON THE HIGHEST PART OF HILLSBORO PEAK, A HIGH WOODED PEAK
 CX1927'ON THE NW END OF A WOODED RANGE IN THE BLACK RANGE.
 CX1927'
 CX1927'THE LOOKOUT TOWER HAS A 44-FOOT STEEL TOWER AND AN 8-FOOT-HIGH
 CX1927'CABIN.  IT IS DIRECTLY OVER STATION HILLSBORO PEAK LOOKOUT
 CX1927'(U.S.F.S.)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1203 ***********************************************************************
 CX1203  DESIGNATION -  HIWAY
 CX1203  PID         -  CX1203
 CX1203  STATE/COUNTY-  NM/LUNA
 CX1203  USGS QUAD   -  TAYLOR MOUNTAIN (1985)
 CX1203
 CX1203                         *CURRENT SURVEY CONTROL
 CX1203  ___________________________________________________________________
 CX1203* NAD 83(1992)-  32 30 48.03717(N)    107 59 49.19127(W)     ADJUSTED  
 CX1203* NAVD 88     -      1487.665  (meters)    4880.78   (feet)  ADJUSTED  
 CX1203  ___________________________________________________________________
 CX1203  LAPLACE CORR-           1.75  (seconds)                    DEFLEC99
 CX1203  GEOID HEIGHT-         -24.26  (meters)                     GEOID03
 CX1203  DYNAMIC HT  -        1485.375 (meters)    4873.27  (feet)  COMP
 CX1203  MODELED GRAV-     979,047.2   (mgal)                       NAVD 88
 CX1203
 CX1203  HORZ ORDER  -  FIRST
 CX1203  VERT ORDER  -  FIRST     CLASS II
 CX1203
 CX1203.The horizontal coordinates were established by classical geodetic methods
 CX1203.and adjusted by the National Geodetic Survey in December 1993..
 CX1203
 CX1203.The orthometric height was determined by differential leveling
 CX1203.and adjusted by the National Geodetic Survey in June 1991..
 CX1203
 CX1203.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1203
 CX1203.The geoid height was determined by GEOID03.
 CX1203
 CX1203.The dynamic height is computed by dividing the NAVD 88
 CX1203.geopotential number by the normal gravity value computed on the
 CX1203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX1203.degrees latitude (g = 980.6199 gals.).
 CX1203
 CX1203.The modeled gravity was interpolated from observed gravity values.
 CX1203
 CX1203;                    North         East     Units Scale Factor Converg.
 CX1203;SPC NM W     -   167,801.285   814,622.909   MT  0.99991958   -0 05 16.7
 CX1203;SPC NM W     -   550,528.05  2,672,641.99   sFT  0.99991958   -0 05 16.7
 CX1203;UTM  13      - 3,601,298.361   218,451.503   MT  1.00057761   -1 36 43.0
 CX1203;UTM  12      - 3,601,314.258   782,112.833   MT  1.00058154   +1 36 54.6
 CX1203
 CX1203!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1203!SPC NM W     -   0.99977028  x   0.99991958  =   0.99968988
 CX1203!UTM  13      -   0.99977028  x   1.00057761  =   1.00034776
 CX1203!UTM  12      -   0.99977028  x   1.00058154  =   1.00035169
 CX1203
 CX1203|---------------------------------------------------------------------|
 CX1203| PID    Reference Object                     Distance      Geod. Az  |
 CX1203|                                                           dddmmss.s |
 CX1203| CC6681 HIWAY RM 1                           42.977 METERS 04902     |
 CX1203| CC6682 HIWAY RM 2                           35.142 METERS 13403     |
 CX1203| CC6680 HIWAY AZ MK                                        3195155.4 |
 CX1203| CY0935 HURLEY WATER TOWER                  APPROX.24.3 KM 3285945.3 |
 CX1203| CY0925 HURLEY TALL BLACK STACK             APPROX.23.4 KM 3294046.2 |
 CX1203| CY0924 HURLEY SMOKESTACK                   APPROX.23.9 KM 3300452.3 |
 CX1203|---------------------------------------------------------------------|
 CX1203
 CX1203                          SUPERSEDED SURVEY CONTROL
 CX1203
 CX1203  NAD 83(1986)-  32 30 48.03649(N)    107 59 49.18937(W) AD(       ) 1
 CX1203  NAD 27      -  32 30 47.73638(N)    107 59 47.06369(W) AD(       ) 1
 CX1203
 CX1203.Superseded values are not recommended for survey control.
 CX1203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1203.See file dsdata.txt to determine how the superseded data were derived.
 CX1203
 CX1203_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBS1845201298(NAD 83)
 CX1203_MARKER: DS = TRIANGULATION STATION DISK
 CX1203_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX1203_SP_SET: CONCRETE POST
 CX1203_STAMPING: HIWAY 1936
 CX1203_PROJECTION: PROJECTING 8 CENTIMETERS
 CX1203_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX1203+STABILITY: SURFACE MOTION
 CX1203
 CX1203  HISTORY     - Date     Condition        Report By
 CX1203  HISTORY     - 1936     MONUMENTED       CGS
 CX1203  HISTORY     - 1938     GOOD             CGS
 CX1203  HISTORY     - 1945     GOOD             USGS
 CX1203  HISTORY     - 1979     GOOD             NGS
 CX1203
 CX1203                          STATION DESCRIPTION
 CX1203
 CX1203'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (WRP)
 CX1203'STATION IS 15.7 MILES AIRLINE, 16.1 MILES BY ROAD, SE OF HURLEY
 CX1203'RAILROAD STATION 0.6 MILE SE OF LUNA-GRANT COUNTY LINE, 74
 CX1203'METERS (243 FEET) SW OF THE CENTER LINE OF U.S. HIGHWAY 260,
 CX1203'AND 10 FEET SW OF RIGHT-OF-WAY FENCE.  STATION MARK IS A STANDARD
 CX1203'DISK SET IN 12 INCH SQUARE CONCRETE POST.  PROJECTS 6 INCHES.
 CX1203'
 CX1203'REFERENCE MARK NO. 1 IS A STANDARD REFERENCE DISK SET IN
 CX1203'12 INCH SQUARE CONCRETE POST ENE OF STATION, 1 FOOT E OF
 CX1203'RIGHT-OF-WAY FENCE.  PROJECTS 6 INCHES.  REFERENCE MARK
 CX1203'NO. 2 IS A STANDARD REFERENCE DISK SET IN 12 INCH SQUARE
 CX1203'CONCRETE POST SE OF STATION 1 FOOT W OF RIGHT-OF-WAY FENCE.
 CX1203'PROJECTS 6 INCHES.
 CX1203'
 CX1203'AZIMUTH IS A STANDARD AZIMUTH DISK SET IN A 14-FOOT W HEADWALL
 CX1203'OF A CONCRETE BOX CULVERT 0.35 MILE NNW OF STATION ON U.S.
 CX1203'HIGHWAY 260.  IT IS 16-1/2 FEET SW OF CENTER LINE OF HIGHWAY,
 CX1203'AND 50 FEET INSIDE OF SW RIGHT-OF-WAY FENCE.
 CX1203'
 CX1203'REACHED FROM HURLEY RAILROAD STATION BY GOING SOUTHWARD ON
 CX1203'U.S. HIGHWAY 260 FOR 16.1 MILES TO STATION JUST ACROSS
 CX1203'RIGHT-OF-WAY FENCE ON THE RIGHT OR SW.
 CX1203'
 CX1203'ALL DISTANCES HORIZONTAL.  OBSERVATIONS TAKEN FROM A 4-FOOT
 CX1203'STAND.
 CX1203'
 CX1203'HEIGHT OF LIGHT ABOVE STATION MARK - 2 METERS.
 CX1203
 CX1203                          STATION RECOVERY (1938)
 CX1203
 CX1203'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 CX1203'STATION IS LOCATED 72 FEET SW OF THE CENTER OF U.S. HIGHWAY
 CX1203'260 AT A POINT 21.6 MILES BY ROAD NW OF THE UNDERPASS IN
 CX1203'DEMING, AND WAS REACHED BY THIS ROUTE.  IT IS 10 FEET SE
 CX1203'OF THE SE FENCE PARALLELING THE HIGHWAY, SET IN A SQUARE
 CX1203'CONCRETE BLOCK PROTRUDING ABOUT 10 INCHES ABOVE THE GROUND.
 CX1203'
 CX1203'REFERENCE MARK NO. 1 IS 69 FEET NE OF THE CENTER OF THE HIGHWAY
 CX1203'AND IS SET IN THE NE FENCE LINE PARALLELING THE HIGHWAY.  IT
 CX1203'IS EXTENDING ABOUT 10 INCHES ABOVE THE GROUND.
 CX1203'
 CX1203'REFERENCE MARK NO. 2 IS 62 FEET SW OF THE CENTER OF THE HIGHWAY
 CX1203'SET IN THE SW FENCE LINE PARALLELING THE HIGHWAY.  IT IS
 CX1203'PROTRUDING ABOUT 10 INCHES ABOVE THE GROUND.
 CX1203'
 CX1203'AZIMUTH MARK IS SET IN THE SW END OF A BOX CULVERT 0.4 MILE NW
 CX1203'OF STATION.  IT IS 16.5 FEET SW OF THE CENTER OF HIGHWAY AND
 CX1203'55 FEET NE OF THE SW FENCE LINE PARALLELING THE HIGHWAY.
 CX1203'
 CX1203'1936 DESCRIPTION AS TO DISTANCE TO CENTER OF ROAD IS IN ERROR
 CX1203'BY 101.00 FEET.  NO TANGIBLE EVIDENCE OF THE GRANT-LUNA COUNTY
 CX1203'FOUND AS DESCRIBED 0.6 MILE NW OF STATION.  SLIGHT DIFFERENCES
 CX1203'IN OTHER DISTANCES PROBABLY DUE TO TENSION ON TAPE.
 CX1203
 CX1203                          STATION RECOVERY (1945)
 CX1203
 CX1203'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1945
 CX1203'STATION MARK--STANDARD USC AND GS DISK, SET IN CONCRETE POST, AND
 CX1203'STAMPED ---HIWAY 1936---.
 CX1203
 CX1203                          STATION RECOVERY (1979)
 CX1203
 CX1203'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CX1203'34.8 KM NW FROM DEMING.
 CX1203'0.2 KILOMETER (0.1 MILE) EAST ALONG SPRUCE STREET FRON THE POST OFFICE
 CX1203'IN DEMING, THENCE 34.7 KILOMETERS (21.7 MILES) NORTHWEST ALONG U.S.
 CX1203'HIGHWAY 180, 0.6 KILOMETER (0.4 MILE) SOUTHEAST OF THE LUNA AND
 CX1203'GRANT COUNTY LINE, 43.1 METERS (141.6 FEET) SOUTHWEST OF REFERENCE
 CX1203'MARK NUMBER 1, 35.6 METERS (116.0 FEET) NORTHWEST OF REFERENCE MARK
 CX1203'NUMBER 2, 22.8 METERS (74.9 FEET) SOUTHWEST OF THE CENTERLINE OF THE
 CX1203'HIGHWAY AND 3.2 METERS (10.6 FEET) SOUTHWEST OF A FENCE.
 CX1203'THE MARK IS 3.5 METERS  SW FROM A WITNESS POST.
 CX1203'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC7050 ***********************************************************************
 AC7050  PACS        -  This is a Primary Airport Control Station.
 AC7050  DESIGNATION -  HOB D
 AC7050  PID         -  AC7050
 AC7050  STATE/COUNTY-  NM/LEA
 AC7050  USGS QUAD   -  HOBBS WEST (1979)
 AC7050
 AC7050                         *CURRENT SURVEY CONTROL
 AC7050  ___________________________________________________________________
 AC7050* NAD 83(1992)-  32 41 25.14967(N)    103 12 54.43594(W)     ADJUSTED  
 AC7050* NAVD 88     -      1112.33   (meters)    3649.4    (feet)  GPS OBS   
 AC7050  ___________________________________________________________________
 AC7050  X           -  -1,228,542.877 (meters)                     COMP
 AC7050  Y           -  -5,231,708.346 (meters)                     COMP
 AC7050  Z           -   3,425,693.894 (meters)                     COMP
 AC7050  LAPLACE CORR-           1.60  (seconds)                    DEFLEC99
 AC7050  ELLIP HEIGHT-        1090.65  (meters)          (08/10/01) GPS OBS
 AC7050  GEOID HEIGHT-         -21.66  (meters)                     GEOID03
 AC7050
 AC7050  HORZ ORDER  -  B
 AC7050  ELLP ORDER  -  THIRD     CLASS II
 AC7050
 AC7050.This mark is at Lea Co (HOBBS) Airport (HOB)
 AC7050
 AC7050.The horizontal coordinates were established by GPS observations
 AC7050.and adjusted by the National Geodetic Survey in March 1997..
 AC7050
 AC7050.The orthometric height was determined by GPS observations and a
 AC7050.high-resolution geoid model.
 AC7050
 AC7050.GPS derived orthometric heights for airport stations designated as
 AC7050.PACS or SACS are published to 2 decimal places.  This maintains
 AC7050.centimeter relative accuracy between the PACS and SACS.  It does
 AC7050.not indicate centimeter accuracy relative to other marks which are
 AC7050.part of the NAVD 88 network.
 AC7050
 AC7050.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7050
 AC7050.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC7050
 AC7050.The ellipsoidal height was determined by GPS observations
 AC7050.and is referenced to NAD 83.
 AC7050
 AC7050.The geoid height was determined by GEOID03.
 AC7050
 AC7050;                    North         East     Units Scale Factor Converg.
 AC7050;SPC NM E     -   187,965.252   269,857.328   MT  1.00004462   +0 36 14.4
 AC7050;SPC NM E     -   616,682.66    885,356.92   sFT  1.00004462   +0 36 14.4
 AC7050;UTM  13      - 3,618,364.501   667,327.357   MT  0.99994525   +0 57 51.2
 AC7050
 AC7050!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7050!SPC NM E     -   0.99982879  x   1.00004462  =   0.99987340
 AC7050!UTM  13      -   0.99982879  x   0.99994525  =   0.99977405
 AC7050
 AC7050                          SUPERSEDED SURVEY CONTROL
 AC7050
 AC7050  ELLIP H (03/20/97) 1090.62   (m)                       GP(       ) 3 1
 AC7050
 AC7050.Superseded values are not recommended for survey control.
 AC7050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7050.See file dsdata.txt to determine how the superseded data were derived.
 AC7050
 AC7050_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFS6732718365(NAD 83)
 AC7050_MARKER: DH = HORIZONTAL CONTROL DISK
 AC7050_SETTING: 66 = SET IN ROCK OUTCROP
 AC7050_STAMPING: HOB D 1996
 AC7050_MARK LOGO: NGS   
 AC7050_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC7050_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AC7050+STABILITY: POSITION/ELEVATION WELL
 AC7050_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7050+SATELLITE: SATELLITE OBSERVATIONS - April 16, 1997
 AC7050
 AC7050  HISTORY     - Date     Condition        Report By
 AC7050  HISTORY     - 1996     MONUMENTED       CHANCE
 AC7050  HISTORY     - 19970416 GOOD             NGS
 AC7050
 AC7050                          STATION DESCRIPTION
 AC7050
 AC7050'DESCRIBED BY JE CHANCE AND ASSOCIATES 1996 (SC)
 AC7050'THE STATION IS LOCATED APPROXIMATELY 7.5 KM (4.65 MI) WEST-SOUTHWEST
 AC7050'OF THE CITY OF HOBBS AT THE LEA COUNTY/HOBBS AIRPORT.  OWNERSHIP --
 AC7050'LEA COUNTY, BILL GATCHELL - AIRPORT MANAGER, PHONE (505) 393-4943 TO
 AC7050'REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 62/180 AND STATE
 AC7050'HIGHWAY 18 IN HOBBS, PROCEED WEST ON US HIGHWAY 62/180 FOR 8.0 KM
 AC7050'(4.95 MI) TO THE AIRPORT ROAD ON THE LEFT.  TURN LEFT AND GO SOUTH
 AC7050'ALONG THE AIRPORT ROAD FOR 0.3 KM (0.20 MI) TO THE TERMINAL BUILDING
 AC7050'AND THE GATE EAST OF THE TERMINAL.  PASS THROUGH GATE AND PROCEED
 AC7050'SOUTHERLY ACROSS THE APRON AND ALONG TAXIWAY C FOR 0.2 KM (0.10 MI) TO
 AC7050'THE STATION ON THE RIGHT NORTHEAST OF THE SEGMENTED CIRCLE THE STATION
 AC7050'IS A STANDARD DISK SET INTO A DRILL HOLE IN BEDROCK.  THE STATION IS
 AC7050'LOCATED 107.0 M (351.0 FT) NORTHEAST OF THE NORTHEAST EDGE OF RUNWAY
 AC7050'12-30, 39.50 M (129.59 FT) WEST OF THE WEST EDGE OF TAXIWAY C, 36.80 M
 AC7050'(120.73 FT) WEST OF THE THIRD TAXIWAY LIGHT SOUTH OF THE APRON ON THE
 AC7050'WEST SIDE OF TAXIWAY C, 16.60 M (54.46 FT) NORTHEAST OF A WINDSOCK
 AC7050'MAST, 16.30 M (53.48 FT) EAST-SOUTHEAST OF AN ANEMOMETER MAST, AND
 AC7050'1.30 M (4.27 FT) NORTH OF A CARSONITE WITNESS POST THE STATION IS
 AC7050'DESIGNATED AS A PRIMARY AIRPORT CONTROL STATION (PACS) - NEW MEXICO
 AC7050'ANA SURVEYS 1996
 AC7050
 AC7050                          STATION RECOVERY (1997)
 AC7050
 AC7050'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 AC7050'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC7051 ***********************************************************************
 AC7051  SACS        -  This is a Secondary Airport Control Station.
 AC7051  DESIGNATION -  HOB E
 AC7051  PID         -  AC7051
 AC7051  STATE/COUNTY-  NM/LEA
 AC7051  USGS QUAD   -  HOBBS WEST (1979)
 AC7051
 AC7051                         *CURRENT SURVEY CONTROL
 AC7051  ___________________________________________________________________
 AC7051* NAD 83(1992)-  32 40 45.81358(N)    103 13 39.12560(W)     ADJUSTED  
 AC7051* NAVD 88     -      1113.80   (meters)    3654.2    (feet)  GPS OBS   
 AC7051  ___________________________________________________________________
 AC7051  X           -  -1,229,826.393 (meters)                     COMP
 AC7051  Y           -  -5,232,080.344 (meters)                     COMP
 AC7051  Z           -   3,424,674.616 (meters)                     COMP
 AC7051  LAPLACE CORR-           1.84  (seconds)                    DEFLEC99
 AC7051  ELLIP HEIGHT-        1092.09  (meters)          (08/10/01) GPS OBS
 AC7051  GEOID HEIGHT-         -21.69  (meters)                     GEOID03
 AC7051
 AC7051  HORZ ORDER  -  FIRST
 AC7051  ELLP ORDER  -  THIRD     CLASS II
 AC7051
 AC7051.This mark is at Lea Co (HOBBS) Airport (HOB)
 AC7051
 AC7051.The horizontal coordinates were established by GPS observations
 AC7051.and adjusted by the National Geodetic Survey in March 1997..
 AC7051
 AC7051.The orthometric height was determined by GPS observations and a
 AC7051.high-resolution geoid model.
 AC7051
 AC7051.GPS derived orthometric heights for airport stations designated as
 AC7051.PACS or SACS are published to 2 decimal places.  This maintains
 AC7051.centimeter relative accuracy between the PACS and SACS.  It does
 AC7051.not indicate centimeter accuracy relative to other marks which are
 AC7051.part of the NAVD 88 network.
 AC7051
 AC7051.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7051
 AC7051.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC7051
 AC7051.The ellipsoidal height was determined by GPS observations
 AC7051.and is referenced to NAD 83.
 AC7051
 AC7051.The geoid height was determined by GEOID03.
 AC7051
 AC7051;                    North         East     Units Scale Factor Converg.
 AC7051;SPC NM E     -   186,741.305   268,705.828   MT  1.00004166   +0 35 49.6
 AC7051;SPC NM E     -   612,667.10    881,579.04   sFT  1.00004166   +0 35 49.6
 AC7051;UTM  13      - 3,617,133.463   666,183.688   MT  0.99994055   +0 57 26.1
 AC7051
 AC7051!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7051!SPC NM E     -   0.99982856  x   1.00004166  =   0.99987022
 AC7051!UTM  13      -   0.99982856  x   0.99994055  =   0.99976912
 AC7051
 AC7051                          SUPERSEDED SURVEY CONTROL
 AC7051
 AC7051  ELLIP H (03/20/97) 1092.05   (m)                       GP(       ) 3 1
 AC7051
 AC7051.Superseded values are not recommended for survey control.
 AC7051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7051.See file dsdata.txt to determine how the superseded data were derived.
 AC7051
 AC7051_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFS6618417133(NAD 83)
 AC7051_MARKER: DH = HORIZONTAL CONTROL DISK
 AC7051_SETTING: 66 = SET IN ROCK OUTCROP
 AC7051_STAMPING: HOB E 1996
 AC7051_MARK LOGO: NGS   
 AC7051_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC7051_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AC7051+STABILITY: POSITION/ELEVATION WELL
 AC7051_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7051+SATELLITE: SATELLITE OBSERVATIONS - April 16, 1997
 AC7051
 AC7051  HISTORY     - Date     Condition        Report By
 AC7051  HISTORY     - 1996     MONUMENTED       CHANCE
 AC7051  HISTORY     - 19970416 GOOD             NGS
 AC7051
 AC7051                          STATION DESCRIPTION
 AC7051
 AC7051'DESCRIBED BY JE CHANCE AND ASSOCIATES 1996 (SC)
 AC7051'THE STATION IS LOCATED APPROXIMATELY 7.5 KM (4.65 MI) WEST-SOUTHWEST
 AC7051'OF THE CITY OF HOBBS AT THE LEA COUNTY/HOBBS AIRPORT.  OWNERSHIP --
 AC7051'LEA COUNTY, BILL GATCHELL - AIRPORT MANAGER, PHONE (505) 393-4943 TO
 AC7051'REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 62/180 AND STATE
 AC7051'HIGHWAY 18 IN HOBBS, PROCEED WEST ON US HIGHWAY 62/180 FOR 8.0 KM
 AC7051'(4.95 MI) TO THE AIRPORT ROAD ON THE LEFT.  TURN LEFT AND GO SOUTH
 AC7051'ALONG THE AIRPORT ROAD FOR 0.3 KM (0.20 MI) TO THE TERMINAL BUILDING
 AC7051'AND THE GATE EAST OF THE TERMINAL.  PASS THROUGH GATE AND TURN RIGHT
 AC7051'ONTO THE PERIMETER ROAD NORTHEAST OF THE HANGARS.  FOLLOW PERIMETER
 AC7051'ROAD NORTHWEST FOR 0.5 KM (0.30 MI) AT WHICH POINT IT BECOMES GRAVEL.
 AC7051'CONTINUE FOLLOWING PERIMETER ROAD WEST FOR 0.4 KM, (0.25 MI) SOUTHERLY
 AC7051'FOR 1.35 KM, (0.85 MI) AND SOUTHWEST FOR 0.8 KM (0.50 MI) TO THE
 AC7051'STATION ON THE LEFT SET IN AN AREA OF EXPOSED BEDROCK EAST OF THE
 AC7051'SOUTHWEST END OF TAXIWAY D THE STATION IS A STANDARD DISK SET INTO A
 AC7051'DRILL HOLE IN BEDROCK.  THE STATION IS LOCATED 76.10 M (249.67 FT)
 AC7051'SOUTH-SOUTHWEST OF A WINDSOCK MAST, 66.0 M (216.5 FT) WEST OF THE
 AC7051'SOUTHWEST CORNER OF TAXIWAY D AND THE CONNECTING TAXIWAY LEADING TO
 AC7051'THE APPROACH END OF RUNWAY 3, 61.80 M (202.76 FT) WEST OF THE TAXIWAY
 AC7051'LIGHT AT THE SOUTHWEST CORNER OF THE TAXIWAYS, 11.20 M (36.75 FT)
 AC7051'EAST-SOUTHEAST OF THE CENTERLINE OF THE PERIMETER ROAD, AND 1.60 M
 AC7051'(5.25 FT) WEST-NORTHWEST OF A CARSONITE WITNESS POST THE STATION IS
 AC7051'DESIGNATED AS A SECONDARY AIRPORT CONTROL STATION (SACS) - NEW MEXICO
 AC7051'ANA SURVEYS 1996
 AC7051
 AC7051                          STATION RECOVERY (1997)
 AC7051
 AC7051'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 AC7051'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC7052 ***********************************************************************
 AC7052  SACS        -  This is a Secondary Airport Control Station.
 AC7052  DESIGNATION -  HOB F
 AC7052  PID         -  AC7052
 AC7052  STATE/COUNTY-  NM/LEA
 AC7052  USGS QUAD   -  HOBBS WEST (1979)
 AC7052
 AC7052                         *CURRENT SURVEY CONTROL
 AC7052  ___________________________________________________________________
 AC7052* NAD 83(1992)-  32 41 01.62570(N)    103 12 37.37981(W)     ADJUSTED  
 AC7052* NAVD 88     -      1110.58   (meters)    3643.6    (feet)  GPS OBS   
 AC7052  ___________________________________________________________________
 AC7052  X           -  -1,228,199.372 (meters)                     COMP
 AC7052  Y           -  -5,232,189.538 (meters)                     COMP
 AC7052  Z           -   3,425,082.939 (meters)                     COMP
 AC7052  LAPLACE CORR-           1.59  (seconds)                    DEFLEC99
 AC7052  ELLIP HEIGHT-        1088.89  (meters)          (08/10/01) GPS OBS
 AC7052  GEOID HEIGHT-         -21.66  (meters)                     GEOID03
 AC7052
 AC7052  HORZ ORDER  -  FIRST
 AC7052  ELLP ORDER  -  THIRD     CLASS II
 AC7052
 AC7052.This mark is at Lea Co (HOBBS) Airport (HOB)
 AC7052
 AC7052.The horizontal coordinates were established by GPS observations
 AC7052.and adjusted by the National Geodetic Survey in March 1997..
 AC7052
 AC7052.The orthometric height was determined by GPS observations and a
 AC7052.high-resolution geoid model.
 AC7052
 AC7052.GPS derived orthometric heights for airport stations designated as
 AC7052.PACS or SACS are published to 2 decimal places.  This maintains
 AC7052.centimeter relative accuracy between the PACS and SACS.  It does
 AC7052.not indicate centimeter accuracy relative to other marks which are
 AC7052.part of the NAVD 88 network.
 AC7052
 AC7052.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7052
 AC7052.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC7052
 AC7052.The ellipsoidal height was determined by GPS observations
 AC7052.and is referenced to NAD 83.
 AC7052
 AC7052.The geoid height was determined by GEOID03.
 AC7052
 AC7052;                    North         East     Units Scale Factor Converg.
 AC7052;SPC NM E     -   187,245.292   270,309.299   MT  1.00004580   +0 36 23.2
 AC7052;SPC NM E     -   614,320.60    886,839.76   sFT  1.00004580   +0 36 23.2
 AC7052;UTM  13      - 3,617,647.467   667,783.800   MT  0.99994714   +0 57 59.8
 AC7052
 AC7052!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7052!SPC NM E     -   0.99982907  x   1.00004580  =   0.99987486
 AC7052!UTM  13      -   0.99982907  x   0.99994714  =   0.99977622
 AC7052
 AC7052                          SUPERSEDED SURVEY CONTROL
 AC7052
 AC7052  ELLIP H (03/20/97) 1088.86   (m)                       GP(       ) 3 1
 AC7052
 AC7052.Superseded values are not recommended for survey control.
 AC7052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7052.See file dsdata.txt to determine how the superseded data were derived.
 AC7052
 AC7052_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFS6778417647(NAD 83)
 AC7052_MARKER: DH = HORIZONTAL CONTROL DISK
 AC7052_SETTING: 66 = SET IN ROCK OUTCROP
 AC7052_STAMPING: HOB F 1996
 AC7052_MARK LOGO: NGS   
 AC7052_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC7052_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AC7052+STABILITY: POSITION/ELEVATION WELL
 AC7052_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7052+SATELLITE: SATELLITE OBSERVATIONS - April 16, 1997
 AC7052
 AC7052  HISTORY     - Date     Condition        Report By
 AC7052  HISTORY     - 1996     MONUMENTED       CHANCE
 AC7052  HISTORY     - 19970416 GOOD             NGS
 AC7052
 AC7052                          STATION DESCRIPTION
 AC7052
 AC7052'DESCRIBED BY JE CHANCE AND ASSOCIATES 1996 (SC)
 AC7052'THE STATION IS LOCATED APPROXIMATELY 7.5 KM (4.65 MI) WEST-SOUTHWEST
 AC7052'OF THE CITY OF HOBBS AT THE LEA COUNTY/HOBBS AIRPORT.  OWNERSHIP --
 AC7052'LEA COUNTY, BILL GATCHELL - AIRPORT MANAGER, PHONE (505) 393-4943 TO
 AC7052'REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 62/180 AND STATE
 AC7052'HIGHWAY 18 IN HOBBS, PROCEED WEST ON US HIGHWAY 62/180 FOR 8.0 KM
 AC7052'(4.95 MI) TO THE AIRPORT ROAD ON THE LEFT.  TURN LEFT AND GO SOUTH
 AC7052'ALONG THE AIRPORT ROAD FOR 0.3 KM (0.20 MI) TO THE TERMINAL BUILDING
 AC7052'AND THE GATE EAST OF THE TERMINAL.  PASS THROUGH GATE AND TURN LEFT
 AC7052'PROCEEDING NORTHEAST ALONG APRON IN FRONT OF A ROW OF HANGARS FOR 0.65
 AC7052'KM (0.40 MI) TO THE JUNCTION WITH THE GRAVEL PERIMETER ROAD. TURN
 AC7052'RIGHT AND CONTINUE ALONG THE PERIMETER ROAD SOUTHEASTERLY FOR 0.25 KM
 AC7052'(0.15 MI) , SOUTHERLY FOR 1.45 KM (0.90 MI) , SOUTHWESTERLY FOR 0.3 KM
 AC7052'(0.20 MI) AROUND THE APPROACH END OF RUNWAY 30, AND NORTHWESTERLY FOR
 AC7052'0.3 KM (0.20 MI) TO A WESTERLY BEND IN THE ROAD AT A FENCE CORNER.
 AC7052'LEAVE THE ROAD AND CONTINUE NORTHERLY CROSS COUNTRY FOR 0.15 KM (0.10
 AC7052'MI) TO THE STATION NORTHWEST OF A WINDSOCK THE STATION IS A STANDARD
 AC7052'DISK SET INTO A DRILL HOLE IN BEDROCK.  THE STATION IS LOCATED 71.50 M
 AC7052'(234.58 FT) NORTHWEST OF A WINDSOCK MAST, 55.95 M (183.56 FT)
 AC7052'SOUTHEAST OF THE CENTER OF A 1.2 M (3.9 FT) SQUARE CONCRETE SLAB,
 AC7052'44.55 M (146.16 FT) SOUTHWEST OF A RUNWAY LIGHT, 44.50 M (146.00 FT)
 AC7052'SOUTHWEST OF THE SOUTHWEST EDGE OF RUNWAY 12-30, 2.0 M (6.6 FT)
 AC7052'SOUTHEAST OF THE EXTENDED CENTERLINE OF TAXIWAY B1, AND 1.65 M (5.41
 AC7052'FT) NORTHEAST OF A CARSONITE WITNESS POST THE STATION IS DESIGNATED AS
 AC7052'A SECONDARY AIRPORT CONTROL STATION (SACS) - NEW MEXICO ANA SURVEYS
 AC7052'1996
 AC7052
 AC7052                          STATION RECOVERY (1997)
 AC7052
 AC7052'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (AJL)
 AC7052'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0843 ***********************************************************************
 CV0843  DESIGNATION -  HOBBS CABLEVISION MAST
 CV0843  PID         -  CV0843
 CV0843  STATE/COUNTY-  NM/LEA
 CV0843  USGS QUAD   -  HOBBS EAST (1979)
 CV0843
 CV0843                         *CURRENT SURVEY CONTROL
 CV0843  ___________________________________________________________________
 CV0843* NAD 83(1992)-  32 42 00.97698(N)    103 06 22.01064(W)     ADJUSTED  
 CV0843* NAVD 88     -                                                        
 CV0843  ___________________________________________________________________
 CV0843  LAPLACE CORR-          -0.57  (seconds)                    DEFLEC99
 CV0843  GEOID HEIGHT-         -21.61  (meters)                     GEOID03
 CV0843
 CV0843  HORZ ORDER  -  THIRD
 CV0843
 CV0843.The horizontal coordinates were established by classical geodetic methods
 CV0843.and adjusted by the National Geodetic Survey in February 1996..
 CV0843
 CV0843
 CV0843.The Laplace correction was computed from DEFLEC99 derived deflections.
 CV0843
 CV0843.The geoid height was determined by GEOID03.
 CV0843
 CV0843;                    North         East     Units Scale Factor Converg.
 CV0843;SPC NM E     -   189,181.950   280,067.023   MT  1.00007230   +0 39 47.1
 CV0843;SPC NM E     -   620,674.45    918,853.22   sFT  1.00007230   +0 39 47.1
 CV0843;UTM  13      - 3,619,645.259   677,528.266   MT  0.99998863   +1 01 24.3
 CV0843
 CV0843                          SUPERSEDED SURVEY CONTROL
 CV0843
 CV0843  NAD 83(1992)-  32 42 00.97700(N)    103 06 22.01065(W) AD(       ) 4
 CV0843  NAD 83(1986)-  32 42 00.98378(N)    103 06 22.01074(W) AD(       ) 4
 CV0843  NAD 27      -  32 42 00.57912(N)    103 06 20.20555(W) AD(       ) 3
 CV0843
 CV0843.Superseded values are not recommended for survey control.
 CV0843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0843.See file dsdata.txt to determine how the superseded data were derived.
 CV0843
 CV0843_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFS7752819645(NAD 83)
 CV0843_MARKER: 42 = RADIO/TV MAST
 CV0843_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CV0843+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2004
 CV0843
 CV0843  HISTORY     - Date     Condition        Report By
 CV0843  HISTORY     - 1975     FIRST OBSERVED   NGS
 CV0843  HISTORY     - 20040827 GOOD             USPSQD
 CV0843
 CV0843                          STATION DESCRIPTION
 CV0843
 CV0843'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (JRS)
 CV0843'THE STATION, HOBBS CABLEVISION MAST, IS THE RED LIGHT
 CV0843'ATOP OF A GUYED MAST, PAINTED RED AND WHITE.  THE STRUCTURE
 CV0843'HAS AN OVERALL HEIGHT OF 755 FEET, OWNED BY HOBBS
 CV0843'CABLEVISION, HOBBS NEW MEXICO.  LOCATED 1350 FEET EAST
 CV0843'OF EAST CITY LIMITS AND 1350 FEET NORTH OF MARLAND STREET
 CV0843'IN EAST HOBBS.
 CV0843
 CV0843                          STATION RECOVERY (2004)
 CV0843
 CV0843'RECOVERY NOTE BY US POWER SQUADRON 2004 (KFJ)
 CV0843'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0846 ***********************************************************************
 CV0846  DESIGNATION -  HOBBS E MUNICIPAL TANK
 CV0846  PID         -  CV0846
 CV0846  STATE/COUNTY-  NM/LEA
 CV0846  USGS QUAD   -  HOBBS WEST (1979)
 CV0846
 CV0846                         *CURRENT SURVEY CONTROL
 CV0846  ___________________________________________________________________
 CV0846* NAD 83(1992)-  32 42 27.85021(N)    103 08 13.32363(W)     ADJUSTED  
 CV0846* NAVD 88     -                                                        
 CV0846  ___________________________________________________________________
 CV0846  LAPLACE CORR-           0.06  (seconds)                    DEFLEC99
 CV0846  GEOID HEIGHT-         -21.60  (meters)                     GEOID03
 CV0846
 CV0846  HORZ ORDER  -  THIRD
 CV0846
 CV0846.The horizontal coordinates were established by classical geodetic methods
 CV0846.and adjusted by the National Geodetic Survey in December 1993..
 CV0846
 CV0846
 CV0846.The Laplace correction was computed from DEFLEC99 derived deflections.
 CV0846
 CV0846.The geoid height was determined by GEOID03.
 CV0846
 CV0846;                    North         East     Units Scale Factor Converg.
 CV0846;SPC NM E     -   189,976.657   277,158.345   MT  1.00006416   +0 38 47.4
 CV0846;SPC NM E     -   623,281.75    909,310.34   sFT  1.00006416   +0 38 47.4
 CV0846;UTM  13      - 3,620,421.588   674,614.897   MT  0.99997598   +1 00 24.9
 CV0846
 CV0846                          SUPERSEDED SURVEY CONTROL
 CV0846
 CV0846  NAD 83(1986)-  32 42 27.85603(N)    103 08 13.32181(W) AD(       ) 4
 CV0846  NAD 27      -  32 42 27.45291(N)    103 08 11.54793(W) AD(       ) 3
 CV0846
 CV0846.Superseded values are not recommended for survey control.
 CV0846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0846.See file dsdata.txt to determine how the superseded data were derived.
 CV0846
 CV0846_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFS7461520422(NAD 83)
 CV0846_MARKER: 53 = ELEVATED TANK
 CV0846
 CV0846  HISTORY     - Date     Condition        Report By
 CV0846  HISTORY     - 1975     FIRST OBSERVED   NGS
 CV0846
 CV0846                          STATION DESCRIPTION
 CV0846
 CV0846'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (JRS)
 CV0846'THE STATION, HOBBS MUNICIPAL WATER TANK 1935, IS THE CENTER
 CV0846'OF THE TOP OF A 115 FEET HIGH ELEVATED WATER TANK, PAINTED
 CV0846'SILVER AND SUPPORTED BY 6 LEGS.  IT IS LOCATED AT THE
 CV0846'INTERSECTION OF SHIP STREET AND SCHARBAUER STREET IN THE SOUTH
 CV0846'CITY LIMITS OF HOBBS.  IT IS OWNED BY THE CITY OF HOBBS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0845 ***********************************************************************
 CV0845  DESIGNATION -  HOBBS GENERAL TEL MICROWAVE
 CV0845  PID         -  CV0845
 CV0845  STATE/COUNTY-  NM/LEA
 CV0845  USGS QUAD   -  HOBBS WEST (1979)
 CV0845
 CV0845                         *CURRENT SURVEY CONTROL
 CV0845  ___________________________________________________________________
 CV0845* NAD 83(1992)-  32 42 12.82779(N)    103 08 12.96660(W)     ADJUSTED  
 CV0845* NAVD 88     -                                                        
 CV0845  ___________________________________________________________________
 CV0845  LAPLACE CORR-           0.08  (seconds)                    DEFLEC99
 CV0845  GEOID HEIGHT-         -21.60  (meters)                     GEOID03
 CV0845
 CV0845  HORZ ORDER  -  THIRD
 CV0845
 CV0845.The horizontal coordinates were established by classical geodetic methods
 CV0845.and adjusted by the National Geodetic Survey in December 1993..
 CV0845
 CV0845
 CV0845.The Laplace correction was computed from DEFLEC99 derived deflections.
 CV0845
 CV0845.The geoid height was determined by GEOID03.
 CV0845
 CV0845;                    North         East     Units Scale Factor Converg.
 CV0845;SPC NM E     -   189,513.991   277,172.866   MT  1.00006420   +0 38 47.3
 CV0845;SPC NM E     -   621,763.82    909,357.98   sFT  1.00006420   +0 38 47.3
 CV0845;UTM  13      - 3,619,959.063   674,632.326   MT  0.99997605   +1 00 24.7
 CV0845
 CV0845                          SUPERSEDED SURVEY CONTROL
 CV0845
 CV0845  NAD 83(1986)-  32 42 12.83441(N)    103 08 12.96522(W) AD(       ) 4
 CV0845  NAD 27      -  32 42 12.42361(N)    103 08 11.19021(W) AD(       ) 3
 CV0845
 CV0845.Superseded values are not recommended for survey control.
 CV0845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0845.See file dsdata.txt to determine how the superseded data were derived.
 CV0845
 CV0845_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFS7463219959(NAD 83)
 CV0845_MARKER: 45 = MICROWAVE TOWER
 CV0845
 CV0845  HISTORY     - Date     Condition        Report By
 CV0845  HISTORY     - 1975     FIRST OBSERVED   NGS
 CV0845
 CV0845                          STATION DESCRIPTION
 CV0845
 CV0845'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (JRS)
 CV0845'THE STATION, HOBBS TELEPHONE COMPANY MICROWAVE, IS
 CV0845'THE CENTER OF THE TOP, SELF SUPPORTED BY 4 LEGS, PAINTED
 CV0845'RED AND WHITE, OWNED BY GENERAL TELEPHONE COMPANY OF THE
 CV0845'SOUTHWEST , LOCATED AT THE INTERSECTION OF SHIPP AND SNYDER
 CV0845'STREET.  THE STRUCTURE HAS AN OVERALL HEIGHT OF 300 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0844 ***********************************************************************
 CV0844  DESIGNATION -  HOBBS MUNICIPAL TANK
 CV0844  PID         -  CV0844
 CV0844  STATE/COUNTY-  NM/LEA
 CV0844  USGS QUAD   -  HOBBS WEST (1979)
 CV0844
 CV0844                         *CURRENT SURVEY CONTROL
 CV0844  ___________________________________________________________________
 CV0844* NAD 83(1992)-  32 42 27.86635(N)    103 08 13.92876(W)     ADJUSTED  
 CV0844* NAVD 88     -                                                        
 CV0844  ___________________________________________________________________
 CV0844  LAPLACE CORR-           0.06  (seconds)                    DEFLEC99
 CV0844  GEOID HEIGHT-         -21.60  (meters)                     GEOID03
 CV0844
 CV0844  HORZ ORDER  -  THIRD
 CV0844
 CV0844.The horizontal coordinates were established by classical geodetic methods
 CV0844.and adjusted by the National Geodetic Survey in December 1993..
 CV0844
 CV0844
 CV0844.The Laplace correction was computed from DEFLEC99 derived deflections.
 CV0844
 CV0844.The geoid height was determined by GEOID03.
 CV0844
 CV0844;                    North         East     Units Scale Factor Converg.
 CV0844;SPC NM E     -   189,976.977   277,142.579   MT  1.00006411   +0 38 47.0
 CV0844;SPC NM E     -   623,282.80    909,258.61   sFT  1.00006411   +0 38 47.0
 CV0844;UTM  13      - 3,620,421.808   674,599.130   MT  0.99997591   +1 00 24.6
 CV0844
 CV0844                          SUPERSEDED SURVEY CONTROL
 CV0844
 CV0844  NAD 83(1986)-  32 42 27.87299(N)    103 08 13.92505(W) AD(       ) 4
 CV0844  NAD 27      -  32 42 27.37800(N)    103 08 12.25500(W) AD(       ) 3
 CV0844
 CV0844.Superseded values are not recommended for survey control.
 CV0844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0844.See file dsdata.txt to determine how the superseded data were derived.
 CV0844
 CV0844_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFS7459920422(NAD 83)
 CV0844_MARKER: 53 = ELEVATED TANK
 CV0844
 CV0844  HISTORY     - Date     Condition        Report By
 CV0844  HISTORY     - 1935     FIRST OBSERVED   CGS
 CV0844  HISTORY     - 1943     GOOD             CGS
 CV0844  HISTORY     - 1944     GOOD             CGS
 CV0844  HISTORY     - 1949     GOOD             CGS
 CV0844  HISTORY     - 1956     GOOD             CGS
 CV0844  HISTORY     - 1967     GOOD             CGS
 CV0844  HISTORY     - 1973     GOOD             NGS
 CV0844  HISTORY     - 1975     GOOD             NGS
 CV0844
 CV0844                          STATION DESCRIPTION
 CV0844
 CV0844'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (JM)
 CV0844'ORIGINAL TANK IS STILL AT SAME SITE.  A NEW AND LARGER TANK
 CV0844'HAS BEEN BUILT E OF THE ORIGINAL TANK.
 CV0844
 CV0844                          STATION RECOVERY (1944)
 CV0844
 CV0844'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (HJB)
 CV0844'STATION RECOVERED IN GOOD CONDITION.  NOT ORIGINALLY DESCRIBED.
 CV0844'THE DESCRIPTION SHOULD READ AS FOLLOWS--
 CV0844'
 CV0844'THE STATION IS THE SMALLER AND THE MOST W OF TWO, SILVER
 CV0844'PAINTED ELEVATED WATER TANKS OWNED BY THE HOBBS WATER COMPANY
 CV0844'AND IS LOCATED ON THE SE CORNER OF NORTH SHIPP AND SCHARBEAUR
 CV0844'STREETS IN THE CITY OF HOBBS.
 CV0844
 CV0844                          STATION RECOVERY (1949)
 CV0844
 CV0844'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (WIB)
 CV0844'IN THE NW SECTION OF HOBBS, THE SMALLER, W AND SLIGHTLY SHORTER
 CV0844'OF TWO ADJACENT WATER TANKS.  THE SMALL TANK WAS BUILT ABOUT
 CV0844'1931 AND THE LARGER ONE ABOUT 1944.  DUE TO THE VERY MARKED
 CV0844'DIFFERENCES IN THE DIAMETERS OF THE TANKS THERE IS NO DIFFICULTY
 CV0844'DIFFERENTIATING BETWEEN THEM.  THE TANKS ARE ABOUT 115 FEET TALL.
 CV0844
 CV0844                          STATION RECOVERY (1956)
 CV0844
 CV0844'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (WTJ)
 CV0844'RECOVERED AS DESCRIBED BY W.I.B. IN 1949.  STATION IS IN
 CV0844'GOOD CONDITION.
 CV0844
 CV0844                          STATION RECOVERY (1967)
 CV0844
 CV0844'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (JMW)
 CV0844'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 CV0844'
 CV0844'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN TOWN
 CV0844
 CV0844                          STATION RECOVERY (1973)
 CV0844
 CV0844'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (LFS)
 CV0844'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED IN 1944
 CV0844'AND 1949.  THE SMALLER ONE OF TWO WATER TANKS SET CLOSE TOGETHER.
 CV0844'
 CV0844'OBSERVED FROM TRIANGULATION STATION TEXPAC 1935.
 CV0844'
 CV0844'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT HOBBS
 CV0844
 CV0844                          STATION RECOVERY (1975)
 CV0844
 CV0844'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (ARB)
 CV0844'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 CV0844'
 CV0844'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN THE
 CV0844'NORTHERN PART OF HOBBS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0849 ***********************************************************************
 CV0849  DESIGNATION -  HOBBS N MUNICIPAL TANK
 CV0849  PID         -  CV0849
 CV0849  STATE/COUNTY-  NM/LEA
 CV0849  USGS QUAD   -  HOBBS WEST (1979)
 CV0849
 CV0849                         *CURRENT SURVEY CONTROL
 CV0849  ___________________________________________________________________
 CV0849* NAD 83(1992)-  32 43 19.01923(N)    103 08 24.55597(W)     ADJUSTED  
 CV0849* NAVD 88     -                                                        
 CV0849  ___________________________________________________________________
 CV0849  LAPLACE CORR-           0.06  (seconds)                    DEFLEC99
 CV0849  GEOID HEIGHT-         -21.60  (meters)                     GEOID03
 CV0849
 CV0849  HORZ ORDER  -  THIRD
 CV0849
 CV0849.The horizontal coordinates were established by classical geodetic methods
 CV0849.and adjusted by the National Geodetic Survey in December 1993..
 CV0849
 CV0849
 CV0849.The Laplace correction was computed from DEFLEC99 derived deflections.
 CV0849
 CV0849.The geoid height was determined by GEOID03.
 CV0849
 CV0849;                    North         East     Units Scale Factor Converg.
 CV0849;SPC NM E     -   191,549.642   276,848.061   MT  1.00006330   +0 38 42.2
 CV0849;SPC NM E     -   628,442.45    908,292.35   sFT  1.00006330   +0 38 42.2
 CV0849;UTM  13      - 3,621,992.451   674,294.750   MT  0.99997460   +1 00 20.2
 CV0849
 CV0849                          SUPERSEDED SURVEY CONTROL
 CV0849
 CV0849  NAD 83(1986)-  32 43 19.02414(N)    103 08 24.55306(W) AD(       ) 4
 CV0849  NAD 27      -  32 43 18.61893(N)    103 08 22.78611(W) AD(       ) 3
 CV0849
 CV0849.Superseded values are not recommended for survey control.
 CV0849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0849.See file dsdata.txt to determine how the superseded data were derived.
 CV0849
 CV0849_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFS7429521992(NAD 83)
 CV0849_MARKER: 53 = ELEVATED TANK
 CV0849_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CV0849+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2004
 CV0849
 CV0849  HISTORY     - Date     Condition        Report By
 CV0849  HISTORY     - 1975     FIRST OBSERVED   NGS
 CV0849  HISTORY     - 20040827 GOOD             USPSQD
 CV0849
 CV0849                          STATION DESCRIPTION
 CV0849
 CV0849'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (JRS)
 CV0849'THE STATION, HOBBS NORTH MUNICIPAL WATER TANK, IS THE CENTER
 CV0849'OF THE TOP OF A 125 FEET TALL, ELEVATED WATER TANK, PAINTED
 CV0849'SILVER AND SUPPORTED BY 10 LEGS.  IT IS LOCATED AT THE
 CV0849'INTERSECTION OF ORO DRIVE AND ADOBE DRIVE IN THE NORTH CITY
 CV0849'LIMITS OF HOBBS.  IT IS OWNED BY THE CITY OF HOBBS.
 CV0849
 CV0849                          STATION RECOVERY (2004)
 CV0849
 CV0849'RECOVERY NOTE BY US POWER SQUADRON 2004 (KFJ)
 CV0849'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0842 ***********************************************************************
 CV0842  DESIGNATION -  HOBBS RADIO MAST
 CV0842  PID         -  CV0842
 CV0842  STATE/COUNTY-  NM/LEA
 CV0842  USGS QUAD   -  HOBBS EAST (1979)
 CV0842
 CV0842                         *CURRENT SURVEY CONTROL
 CV0842  ___________________________________________________________________
 CV0842* NAD 83(1992)-  32 43 28.37749(N)    103 05 46.62774(W)     ADJUSTED  
 CV0842* NAVD 88     -                                                        
 CV0842  ___________________________________________________________________
 CV0842  LAPLACE CORR-          -0.73  (seconds)                    DEFLEC99
 CV0842  GEOID HEIGHT-         -21.61  (meters)                     GEOID03
 CV0842
 CV0842  HORZ ORDER  -  THIRD
 CV0842
 CV0842.The horizontal coordinates were established by classical geodetic methods
 CV0842.and adjusted by the National Geodetic Survey in February 1996..
 CV0842
 CV0842
 CV0842.The Laplace correction was computed from DEFLEC99 derived deflections.
 CV0842
 CV0842.The geoid height was determined by GEOID03.
 CV0842
 CV0842;                    North         East     Units Scale Factor Converg.
 CV0842;SPC NM E     -   191,885.083   280,957.215   MT  1.00007484   +0 40 07.8
 CV0842;SPC NM E     -   629,542.98    921,773.80   sFT  1.00007484   +0 40 07.8
 CV0842;UTM  13      - 3,622,353.714   678,401.360   MT  0.99999246   +1 01 45.9
 CV0842
 CV0842                          SUPERSEDED SURVEY CONTROL
 CV0842
 CV0842  NAD 83(1992)-  32 43 28.37754(N)    103 05 46.62780(W) AD(       ) 4
 CV0842  NAD 83(1986)-  32 43 28.38345(N)    103 05 46.62600(W) AD(       ) 4
 CV0842  NAD 27      -  32 43 27.99628(N)    103 05 44.87448(W) AD(       ) 3
 CV0842
 CV0842.Superseded values are not recommended for survey control.
 CV0842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0842.See file dsdata.txt to determine how the superseded data were derived.
 CV0842
 CV0842_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFS7840122354(NAD 83)
 CV0842_MARKER: 42 = RADIO/TV MAST
 CV0842_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CV0842+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2004
 CV0842
 CV0842  HISTORY     - Date     Condition        Report By
 CV0842  HISTORY     - 1975     FIRST OBSERVED   NGS
 CV0842  HISTORY     - 20040827 GOOD             USPSQD
 CV0842
 CV0842                          STATION DESCRIPTION
 CV0842
 CV0842'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (JRS)
 CV0842'THE STATION, HOBBS RADIO MAST, IS THE RED LIGHT ATOP A
 CV0842'FOUR LEGGED, GUYED MAST THAT IS PAINTED RED AND WHITE.  THE
 CV0842'STRUCTURE HAS AN OVERALL HEIGHT OF 528 FEET AND IS BELEIVED
 CV0842'TO BE OWNED BY THE ANDREW TOWER COMPANY OF FT WORTH,
 CV0842'TEXAS.  CALL LETTERS COULD NOT BE OBTAINED FOR THIS MAST.  IT
 CV0842'IS LOCATED 0.15 MILE EAST OF THE INTERSECTION OF U.S. HIGHWAYS
 CV0842'62, 180 AND BENDER ST, HOBBS NEW MEXICO.
 CV0842
 CV0842                          STATION RECOVERY (2004)
 CV0842
 CV0842'RECOVERY NOTE BY US POWER SQUADRON 2004 (KFJ)
 CV0842'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0847 ***********************************************************************
 CV0847  DESIGNATION -  HOBBS S MUNICIPAL TANK
 CV0847  PID         -  CV0847
 CV0847  STATE/COUNTY-  NM/LEA
 CV0847  USGS QUAD   -  HOBBS WEST (1979)
 CV0847
 CV0847                         *CURRENT SURVEY CONTROL
 CV0847  ___________________________________________________________________
 CV0847* NAD 83(1992)-  32 41 35.72021(N)    103 08 14.09124(W)     ADJUSTED  
 CV0847* NAVD 88     -                                                        
 CV0847  ___________________________________________________________________
 CV0847  LAPLACE CORR-           0.15  (seconds)                    DEFLEC99
 CV0847  GEOID HEIGHT-         -21.60  (meters)                     GEOID03
 CV0847
 CV0847  HORZ ORDER  -  THIRD
 CV0847
 CV0847.The horizontal coordinates were established by classical geodetic methods
 CV0847.and adjusted by the National Geodetic Survey in February 1996..
 CV0847
 CV0847
 CV0847.The Laplace correction was computed from DEFLEC99 derived deflections.
 CV0847
 CV0847.The geoid height was determined by GEOID03.
 CV0847
 CV0847;                    North         East     Units Scale Factor Converg.
 CV0847;SPC NM E     -   188,370.550   277,156.467   MT  1.00006415   +0 38 46.0
 CV0847;SPC NM E     -   618,012.38    909,304.18   sFT  1.00006415   +0 38 46.0
 CV0847;UTM  13      - 3,618,815.642   674,623.119   MT  0.99997601   +1 00 23.1
 CV0847
 CV0847                          SUPERSEDED SURVEY CONTROL
 CV0847
 CV0847  NAD 83(1992)-  32 41 35.72009(N)    103 08 14.09121(W) AD(       ) 4
 CV0847  NAD 83(1986)-  32 41 35.72600(N)    103 08 14.09006(W) AD(       ) 4
 CV0847  NAD 27      -  32 41 35.32039(N)    103 08 12.30967(W) AD(       ) 3
 CV0847
 CV0847.Superseded values are not recommended for survey control.
 CV0847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0847.See file dsdata.txt to determine how the superseded data were derived.
 CV0847
 CV0847_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFS7462318816(NAD 83)
 CV0847_MARKER: 53 = ELEVATED TANK
 CV0847_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CV0847+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2004
 CV0847
 CV0847  HISTORY     - Date     Condition        Report By
 CV0847  HISTORY     - 1975     FIRST OBSERVED   NGS
 CV0847  HISTORY     - 20040827 GOOD             USPSQD
 CV0847
 CV0847                          STATION DESCRIPTION
 CV0847
 CV0847'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (JRS)
 CV0847'THE STATION, HOBBS SOUTH MUNICIPAL WATER TANK, IS THE
 CV0847'CENTER OF THE TOP OF A 130 FEET, ELEVATED WATER TANK,
 CV0847'PAINTED SILVER AND SUPPORTED BY 7 LEGS.  IT IS LOCATED
 CV0847'AT THE INTERSECTION OF SHIPP STREET AND HARDEN BOULEVARD
 CV0847'IN THE SOUTH CITY LIMITS OF HOBBS.  IT IS OWNED BY THE
 CV0847'CITY OF HOBBS.
 CV0847
 CV0847                          STATION RECOVERY (2004)
 CV0847
 CV0847'RECOVERY NOTE BY US POWER SQUADRON 2004 (KFJ)
 CV0847'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0033 ***********************************************************************
 CY0033  DESIGNATION -  HODGES
 CY0033  PID         -  CY0033
 CY0033  STATE/COUNTY-  NM/GRANT
 CY0033  USGS QUAD   -  HURLEY WEST (1992)
 CY0033
 CY0033                         *CURRENT SURVEY CONTROL
 CY0033  ___________________________________________________________________
 CY0033* NAD 83(1992)-  32 44 08.65348(N)    108 14 38.91518(W)     ADJUSTED  
 CY0033* NAVD 88     -      1750.907  (meters)    5744.43   (feet)  ADJUSTED  
 CY0033  ___________________________________________________________________
 CY0033  LAPLACE CORR-           2.73  (seconds)                    DEFLEC99
 CY0033  GEOID HEIGHT-         -23.88  (meters)                     GEOID03
 CY0033  DYNAMIC HT  -        1748.157 (meters)    5735.41  (feet)  COMP
 CY0033  MODELED GRAV-     979,005.3   (mgal)                       NAVD 88
 CY0033
 CY0033  HORZ ORDER  -  SECOND
 CY0033  VERT ORDER  -  FIRST     CLASS II
 CY0033
 CY0033.The horizontal coordinates were established by classical geodetic methods
 CY0033.and adjusted by the National Geodetic Survey in December 1993..
 CY0033
 CY0033.The orthometric height was determined by differential leveling
 CY0033.and adjusted by the National Geodetic Survey in June 1991..
 CY0033
 CY0033.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY0033
 CY0033.The geoid height was determined by GEOID03.
 CY0033
 CY0033.The dynamic height is computed by dividing the NAVD 88
 CY0033.geopotential number by the normal gravity value computed on the
 CY0033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0033.degrees latitude (g = 980.6199 gals.).
 CY0033
 CY0033.The modeled gravity was interpolated from observed gravity values.
 CY0033
 CY0033;                    North         East     Units Scale Factor Converg.
 CY0033;SPC NM W     -   192,525.008   791,497.537   MT  0.99993494   -0 13 19.8
 CY0033;SPC NM W     -   631,642.46  2,596,771.50   sFT  0.99993494   -0 13 19.8
 CY0033;UTM  12      - 3,625,351.452   758,247.036   MT  1.00042243   +1 29 27.9
 CY0033
 CY0033!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY0033!SPC NM W     -   0.99972892  x   0.99993494  =   0.99966388
 CY0033!UTM  12      -   0.99972892  x   1.00042243  =   1.00015124
 CY0033
 CY0033|---------------------------------------------------------------------|
 CY0033| PID    Reference Object                     Distance      Geod. Az  |
 CY0033|                                                           dddmmss.s |
 CY0033| CY0031 HODGES RM 1                          24.312 METERS 22727     |
 CY0033| CY0030 HODGES AZ MK                                       2735153.2 |
 CY0033| CY0032 HODGES RM 2                          24.523 METERS 30611     |
 CY0033|---------------------------------------------------------------------|
 CY0033
 CY0033                          SUPERSEDED SURVEY CONTROL
 CY0033
 CY0033  NAD 83(1986)-  32 44 08.65058(N)    108 14 38.91502(W) AD(       ) 2
 CY0033  NAD 27      -  32 44 08.37743(N)    108 14 36.74448(W) AD(       ) 2
 CY0033  NGVD 29 (??/??/92) 1750.017  (m)         5741.51   (f) ADJ UNCH    1 2
 CY0033
 CY0033.Superseded values are not recommended for survey control.
 CY0033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0033.See file dsdata.txt to determine how the superseded data were derived.
 CY0033
 CY0033_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYB5824725351(NAD 83)
 CY0033_MARKER: DS = TRIANGULATION STATION DISK
 CY0033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0033_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0033_STAMPING: HODGES 1936
 CY0033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0033+STABILITY: SURFACE MOTION
 CY0033
 CY0033  HISTORY     - Date     Condition        Report By
 CY0033  HISTORY     - 1936     MONUMENTED       CGS
 CY0033  HISTORY     - 1945     GOOD             USGS
 CY0033  HISTORY     - 1952     GOOD             NGS
 CY0033  HISTORY     - 1953     GOOD             CGS
 CY0033
 CY0033                          STATION DESCRIPTION
 CY0033
 CY0033'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (WRP)
 CY0033'THE STATION IS 3.3 MILES AIR LINE SOUTHEAST OF SILVER CITY,
 CY0033'0.5 MILE EAST OF THE SILVER CITY STOCKYARDS IN OPEN RANGE LAND,
 CY0033'ON WEST SIDE OF A SMALL CANYON, ON EAST EDGE OF A RIDGE, 100
 CY0033'YARDS NORTH OF H. HODGES DIAMOND BAR RANCH HOUSE, AND 10 FEET
 CY0033'WEST OF AN UNSTABLE IRON PIPE MARKING THE 1/2 SECTION CORNER.
 CY0033'THE STATION, UNDERGROUND, AZIMUTH AND REFERENCE MARKS ARE
 CY0033'STANDARD DISKS SET IN CONCRETE.
 CY0033'REFERENCE MARK NO. 1 IS 24.312 METERS (79.76 FEET)
 CY0033'FROM THE STATION S 47 DEG 27 MIN W, AND NO. 2 IS
 CY0033'24.523 METERS (80.46 FEET) FROM THE STATION N 53 DEG 49 MIN W.
 CY0033'THE AZIMUTH MARK IS ON TOP OF A KNOLL WHICH DROPS
 CY0033'OFF SHARPLY TO THE WEST, 75 FEET NORTH OF AN EAST-WEST FENCE LINE,
 CY0033'AND 0.3 MILE FROM THE STATION N 86 DEG 08 MIN W.
 CY0033
 CY0033                          STATION RECOVERY (1945)
 CY0033
 CY0033'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1945
 CY0033'STATION MARK--STANDARD USC AND GS STATION DISK, STAMPED ---HODGES
 CY0033'1936---, AND SET IN TOP OF CONCRETE POST.
 CY0033
 CY0033                          STATION RECOVERY (1952)
 CY0033
 CY0033'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 CY0033'3.4 MI SE FROM SILVER CITY.
 CY0033'2.7 MILES SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 CY0033'FROM THE STATION AT SILVER CITY, THENCE 0.7 MILE EAST ALONG A TRACK
 CY0033'ROAD, 210 FEET NORTH OF A WINDMILL, 10 FEET WEST OF A NORTH AND SOUTH
 CY0033'FENCE, 95 FEET NORTH OF AN EAST AND WEST FENCE, 2 FEET NORTHEAST OF A
 CY0033'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5
 CY0033'FOOT ABOVE THE GROUND.
 CY0033
 CY0033                          STATION RECOVERY (1953)
 CY0033
 CY0033'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (EWR)
 CY0033'THE STATION IS 2.7 MI. SE ALONG THE ATCHISON, TOPEKA AND
 CY0033'SANTA FE RAILROAD FROM THE STATION AT SILVER CITY, THENCE
 CY0033'0.7 MI. E ALONG A TRACK ROAD, 210 FT. N OF A WINDMILL, 10 FT.
 CY0033'W OF A N-AND-S FENCE, 95 FT. N OF AN E-AND-W FENCE, AND 2 FT.
 CY0033'NE OF A WITNESS POST.  IT IS A STANDARD STATION DISK, STAMPED
 CY0033'HODGES 1936 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5
 CY0033'FT. ABOVE GROUND.
 CY0033'
 CY0033'REFERENCE MARK 1 IS 80.0 FT. SW OF TRIANGULATION STATION HODGES,
 CY0033'58 FT. N OF AN E-AND-W FENCE, 68 FT. W OF A N-AND-S FENCE,
 CY0033'AND AT A WINDMILL.  IT IS A STANDARD REFERENCE-MARK DISK,
 CY0033'STAMPED HODGES NO 1 1936 AND SET IN THE TOP OF A CONCRETE POST
 CY0033'PROJECTING 0.5 FT. ABOVE GROUND.
 CY0033'
 CY0033'REFERENCE MARK 2 IS 80.4 FT. NW OF TRIANGULATION STATION HODGES,
 CY0033'AND 76 FT. W OF A N-AND-S FENCE.  IT IS A STANDARD REFERENCE-MARK
 CY0033'DISK, STAMPED HODGES NO 2 1936 AND SET IN THE TOP OF A CONCRETE
 CY0033'POST PROJECTING 0.5 FT. ABOVE GROUND.
 CY0033'
 CY0033'THE AZIMUTH MARK IS 0.6 MI. W OF TRIANGULATION STATION HODGES,
 CY0033'4 POLES SE OF MILEPOST 44, 0.1 MI. NE OF A ROAD CROSSING, ON
 CY0033'TOP OF A LARGE KNOLL, 128 FT. NW OF THE CENTERLINE OF A TRACK
 CY0033'ROAD, 146 FT. NW OF A FENCE, AND 3.2 FT. E OF A WITNESS POST.
 CY0033'IT IS A STANDARD AZIMUTH-MARK DISK, STAMPED HODGES 1936 AND
 CY0033'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FT. ABOVE
 CY0033'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0030 ***********************************************************************
 CY0030  DESIGNATION -  HODGES AZ MK
 CY0030  PID         -  CY0030
 CY0030  STATE/COUNTY-  NM/GRANT
 CY0030  USGS QUAD   -  TYRONE (1992)
 CY0030
 CY0030                         *CURRENT SURVEY CONTROL
 CY0030  ___________________________________________________________________
 CY0030* NAD 83(1986)-  32 44 10.     (N)    108 15 09.     (W)     SCALED    
 CY0030* NAVD 88     -      1763.514  (meters)    5785.80   (feet)  ADJUSTED  
 CY0030  ___________________________________________________________________
 CY0030  GEOID HEIGHT-         -23.89  (meters)                     GEOID03
 CY0030  DYNAMIC HT  -        1760.740 (meters)    5776.69  (feet)  COMP
 CY0030  MODELED GRAV-     979,002.2   (mgal)                       NAVD 88
 CY0030
 CY0030  VERT ORDER  -  FIRST     CLASS II
 CY0030
 CY0030.The horizontal coordinates were scaled from a topographic map and have
 CY0030.an estimated accuracy of +/- 6 seconds.
 CY0030
 CY0030.The orthometric height was determined by differential leveling
 CY0030.and adjusted by the National Geodetic Survey in June 1991..
 CY0030
 CY0030.The geoid height was determined by GEOID03.
 CY0030
 CY0030.The dynamic height is computed by dividing the NAVD 88
 CY0030.geopotential number by the normal gravity value computed on the
 CY0030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0030.degrees latitude (g = 980.6199 gals.).
 CY0030
 CY0030.The modeled gravity was interpolated from observed gravity values.
 CY0030
 CY0030;                    North         East    Units  Estimated Accuracy
 CY0030;SPC NM W     -   192,570.      790,710.      MT  (+/- 180 meters Scaled)
 CY0030
 CY0030                          SUPERSEDED SURVEY CONTROL
 CY0030
 CY0030  NGVD 29 (??/??/92) 1762.619  (m)         5782.86   (f) ADJ UNCH    1 2
 CY0030
 CY0030.Superseded values are not recommended for survey control.
 CY0030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0030.See file dsdata.txt to determine how the superseded data were derived.
 CY0030
 CY0030_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYB574253(NAD 83)
 CY0030_MARKER: DB = BENCH MARK DISK
 CY0030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0030_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0030_STAMPING: HODGES 1936
 CY0030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0030+STABILITY: SURFACE MOTION
 CY0030
 CY0030  HISTORY     - Date     Condition        Report By
 CY0030  HISTORY     - 1936     MONUMENTED       CGS
 CY0030  HISTORY     - 1952     GOOD             NGS
 CY0030
 CY0030                          STATION DESCRIPTION
 CY0030
 CY0030'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CY0030'2.7 MI SE FROM SILVER CITY.
 CY0030'2.7 MILES SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 CY0030'FROM THE STATION AT SILVER CITY, 4 POLES SOUTHEAST OF MILEPOST 44, 0.1
 CY0030'MILE NORTHEAST OF A ROAD CROSSING, ON TOP OF A LARGE KNOLL, 128 FEET
 CY0030'NORTHWEST OF THE CENTER LINE OF A TRACK ROAD, 146 FEET NORTHWEST OF A
 CY0030'FENCE, 3.2 FEET EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 CY0030'POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.  0.6 MILE WEST OF
 CY0030'TRIANGULATION STATION HODGES 1936.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0031 ***********************************************************************
 CY0031  DESIGNATION -  HODGES RM 1
 CY0031  PID         -  CY0031
 CY0031  STATE/COUNTY-  NM/GRANT
 CY0031  USGS QUAD   -  HURLEY WEST (1992)
 CY0031
 CY0031                         *CURRENT SURVEY CONTROL
 CY0031  ___________________________________________________________________
 CY0031* NAD 83(1986)-  32 44 08.     (N)    108 14 38.     (W)     SCALED    
 CY0031* NAVD 88     -      1751.036  (meters)    5744.86   (feet)  ADJUSTED  
 CY0031  ___________________________________________________________________
 CY0031  GEOID HEIGHT-         -23.88  (meters)                     GEOID03
 CY0031  DYNAMIC HT  -        1748.286 (meters)    5735.84  (feet)  COMP
 CY0031  MODELED GRAV-     979,005.3   (mgal)                       NAVD 88
 CY0031
 CY0031  VERT ORDER  -  FIRST     CLASS II
 CY0031
 CY0031.The horizontal coordinates were scaled from a topographic map and have
 CY0031.an estimated accuracy of +/- 6 seconds.
 CY0031
 CY0031.The orthometric height was determined by differential leveling
 CY0031.and adjusted by the National Geodetic Survey in June 1991..
 CY0031
 CY0031.The geoid height was determined by GEOID03.
 CY0031
 CY0031.The dynamic height is computed by dividing the NAVD 88
 CY0031.geopotential number by the normal gravity value computed on the
 CY0031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0031.degrees latitude (g = 980.6199 gals.).
 CY0031
 CY0031.The modeled gravity was interpolated from observed gravity values.
 CY0031
 CY0031;                    North         East    Units  Estimated Accuracy
 CY0031;SPC NM W     -   192,510.      791,520.      MT  (+/- 180 meters Scaled)
 CY0031
 CY0031                          SUPERSEDED SURVEY CONTROL
 CY0031
 CY0031  NGVD 29 (??/??/92) 1750.146  (m)         5741.94   (f) ADJ UNCH    1 2
 CY0031
 CY0031.Superseded values are not recommended for survey control.
 CY0031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0031.See file dsdata.txt to determine how the superseded data were derived.
 CY0031
 CY0031_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYB582253(NAD 83)
 CY0031_MARKER: DR = REFERENCE MARK DISK
 CY0031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0031_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0031_STAMPING: HODGES NO 1 1936
 CY0031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0031+STABILITY: SURFACE MOTION
 CY0031
 CY0031  HISTORY     - Date     Condition        Report By
 CY0031  HISTORY     - 1936     MONUMENTED       CGS
 CY0031  HISTORY     - 1952     GOOD             NGS
 CY0031
 CY0031                          STATION DESCRIPTION
 CY0031
 CY0031'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CY0031'3.4 MI SE FROM SILVER CITY.
 CY0031'2.7 MILES SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 CY0031'FROM THE STATION AT SILVER CITY, THENCE 0.7 MILE EAST ALONG A TRACK
 CY0031'ROAD, 80.0 FEET SOUTHWEST OF TRIANGULATION STATION HODGES 1936, 58
 CY0031'FEET NORTH OF AN EAST AND WEST FENCE, 68 FEET WEST OF A NORTH AND
 CY0031'SOUTH FENCE, AT A WINDMILL, SET IN THE TOP OF A CONCRETE POST WHICH
 CY0031'PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0032 ***********************************************************************
 CY0032  DESIGNATION -  HODGES RM 2
 CY0032  PID         -  CY0032
 CY0032  STATE/COUNTY-  NM/GRANT
 CY0032  USGS QUAD   -  HURLEY WEST (1992)
 CY0032
 CY0032                         *CURRENT SURVEY CONTROL
 CY0032  ___________________________________________________________________
 CY0032* NAD 83(1986)-  32 44 08.     (N)    108 14 38.     (W)     SCALED    
 CY0032* NAVD 88     -      1751.524  (meters)    5746.46   (feet)  ADJUSTED  
 CY0032  ___________________________________________________________________
 CY0032  GEOID HEIGHT-         -23.88  (meters)                     GEOID03
 CY0032  DYNAMIC HT  -        1748.773 (meters)    5737.43  (feet)  COMP
 CY0032  MODELED GRAV-     979,005.3   (mgal)                       NAVD 88
 CY0032
 CY0032  VERT ORDER  -  FIRST     CLASS II
 CY0032
 CY0032.The horizontal coordinates were scaled from a topographic map and have
 CY0032.an estimated accuracy of +/- 6 seconds.
 CY0032
 CY0032.The orthometric height was determined by differential leveling
 CY0032.and adjusted by the National Geodetic Survey in June 1991..
 CY0032
 CY0032.The geoid height was determined by GEOID03.
 CY0032
 CY0032.The dynamic height is computed by dividing the NAVD 88
 CY0032.geopotential number by the normal gravity value computed on the
 CY0032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0032.degrees latitude (g = 980.6199 gals.).
 CY0032
 CY0032.The modeled gravity was interpolated from observed gravity values.
 CY0032
 CY0032;                    North         East    Units  Estimated Accuracy
 CY0032;SPC NM W     -   192,510.      791,520.      MT  (+/- 180 meters Scaled)
 CY0032
 CY0032                          SUPERSEDED SURVEY CONTROL
 CY0032
 CY0032  NGVD 29 (??/??/92) 1750.634  (m)         5743.54   (f) ADJ UNCH    1 2
 CY0032
 CY0032.Superseded values are not recommended for survey control.
 CY0032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0032.See file dsdata.txt to determine how the superseded data were derived.
 CY0032
 CY0032_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYB582253(NAD 83)
 CY0032_MARKER: DR = REFERENCE MARK DISK
 CY0032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0032_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0032_STAMPING: HODGES NO 2 1936
 CY0032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0032+STABILITY: SURFACE MOTION
 CY0032
 CY0032  HISTORY     - Date     Condition        Report By
 CY0032  HISTORY     - 1936     MONUMENTED       CGS
 CY0032  HISTORY     - 1952     GOOD             NGS
 CY0032
 CY0032                          STATION DESCRIPTION
 CY0032
 CY0032'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CY0032'3.4 MI SE FROM SILVER CITY.
 CY0032'2.7 MILES SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 CY0032'FROM THE STATION AT SILVER CITY, THENCE 0.7 MILE EAST ALONG A TRACK
 CY0032'ROAD, AT A WINDMILL, 80.4 FEET NORTHWEST OF TRIANGULATION STATION
 CY0032'HODGES 1936, 76 FEET WEST OF A NORTH AND SOUTH FENCE, SET IN THE TOP
 CY0032'OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1660 ***********************************************************************
 FO1660  DESIGNATION -  HOGAN
 FO1660  PID         -  FO1660
 FO1660  STATE/COUNTY-  NM/MCKINLEY
 FO1660  USGS QUAD   -  WHITEHORSE RINCON (1961)
 FO1660
 FO1660                         *CURRENT SURVEY CONTROL
 FO1660  ___________________________________________________________________
 FO1660* NAD 83(1992)-  35 46 39.41414(N)    107 33 55.28939(W)     ADJUSTED  
 FO1660* NAVD 88     -      2082.9    (meters)    6834.     (feet)  VERTCON   
 FO1660  ___________________________________________________________________
 FO1660  LAPLACE CORR-           0.79  (seconds)                    DEFLEC99
 FO1660  GEOID HEIGHT-         -20.76  (meters)                     GEOID03
 FO1660
 FO1660  HORZ ORDER  -  THIRD
 FO1660
 FO1660.The horizontal coordinates were established by classical geodetic methods
 FO1660.and adjusted by the National Geodetic Survey in December 1993..
 FO1660
 FO1660.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1660.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1660
 FO1660.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1660
 FO1660.The geoid height was determined by GEOID03.
 FO1660
 FO1660;                    North         East     Units Scale Factor Converg.
 FO1660;SPC NM W     -   529,882.158   854,227.292   MT  0.99992390   +0 09 24.0
 FO1660;SPC NM W     - 1,738,455.05  2,802,577.37   sFT  0.99992390   +0 09 24.0
 FO1660;UTM  13      - 3,962,319.300   268,118.254   MT  1.00026262   -1 30 01.7
 FO1660
 FO1660!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1660!SPC NM W     -   0.99967645  x   0.99992390  =   0.99960037
 FO1660!UTM  13      -   0.99967645  x   1.00026262  =   0.99993898
 FO1660
 FO1660|---------------------------------------------------------------------|
 FO1660| PID    Reference Object                     Distance      Geod. Az  |
 FO1660|                                                           dddmmss.s |
 FO1660| CD3488 HOGAN RM 1                            9.619 METERS 07754     |
 FO1660| CD3489 HOGAN RM 2                            6.349 METERS 12936     |
 FO1660| CD3487 HOGAN AZ MK                                        3525904.8 |
 FO1660|---------------------------------------------------------------------|
 FO1660
 FO1660                          SUPERSEDED SURVEY CONTROL
 FO1660
 FO1660  NAD 83(1986)-  35 46 39.41334(N)    107 33 55.29282(W) AD(       ) 3
 FO1660  NAD 27      -  35 46 39.33640(N)    107 33 53.10880(W) AD(       ) 3
 FO1660  NGVD 29 (07/19/86) 2081.8    (m)         6830.     (f) VERT ANG       
 FO1660
 FO1660.Superseded values are not recommended for survey control.
 FO1660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1660.See file dsdata.txt to determine how the superseded data were derived.
 FO1660
 FO1660_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBV6811862319(NAD 83)
 FO1660_MARKER: DS = TRIANGULATION STATION DISK
 FO1660_SETTING: 66 = SET IN ROCK OUTCROP
 FO1660
 FO1660  HISTORY     - Date     Condition        Report By
 FO1660  HISTORY     - 1958     MONUMENTED       CGS
 FO1660  HISTORY     - 1964     GOOD             CGS
 FO1660
 FO1660                          STATION DESCRIPTION
 FO1660
 FO1660'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RLE)
 FO1660'THE STATION IS LOCATED 17 MILES AIRLINE WEST OF THE TERREON
 FO1660'TRADING POST, 11 MILES EAST-SOUTHEAST OF THE BUCK TRADING POST
 FO1660'AND 1 MILE SOUTH OF AN EAST-WEST TRACK ROAD ON THE HIGHEST
 FO1660'POINT OF A LOW RIMROCK RIDGE WHICH RUNS IN AN EAST-WEST
 FO1660'DIRECTION.  IT IS 3 FEET NORTH OF THE EDGE OF THE RIM ROCK.
 FO1660'IT IS A STANDARD STATION MARK DISK SET IN A DRILL HOLE IN
 FO1660'BED ROCK.  THE MARK IS STAMPED HOGAN 1958.
 FO1660'
 FO1660'REFERENCE MARK NO. 1 IS A STANDARD REFERENCE MARK DISK SET
 FO1660'IN A DRILL HOLE IN THE BED ROCK.  IT IS 3 FEET WEST OF THE
 FO1660'EDGE OF THE RIM ROCK.  THE MARK IS 3 FEET LOWER IN ELEVATION
 FO1660'THAN THE STATION MARK AND IS STAMPED HOGAN NO 1 1958.
 FO1660'
 FO1660'REFERENCE MARK NO. 2 IS A STANDARD REFERENCE MARK DISK SET IN
 FO1660'A DRILL HOLE IN THE BED ROCK.  IT IS 1 FOOT NORTH OF THE
 FO1660'EDGE OF THE RIM ROCK.  THE MARK IS 1 FOOT LOWER IN ELEVATION
 FO1660'THAN THE STATION MARK AND IS STAMPED HOGAN NO 2 1958.
 FO1660'
 FO1660'THE AZIMUTH MARK IS A STANDARD AZIMUTH MARK DISK SET IN A
 FO1660'DRILL HOLE IN A LARGE BOULDER.  IT IS 5 FEET WEST OF A WHITE
 FO1660'WITNESS POST AND IS STAMPED HOGAN 1958
 FO1660'
 FO1660'TO REACH THE STATION FROM THE TERREON TRADING POST GO WEST
 FO1660'AND NORTHWEST ON A GRADED ROAD FOR 4.65 MILES TO A FORK.
 FO1660'TAKE THE LEFT FORK AND GO 2 MILES TO A FORK.  TAKE THE LEFT FORK
 FO1660'AND GO 0.1 MILE TO A CROSS ROAD.  CONTINUE AHEAD ON THE TRACK
 FO1660'ROAD AND GO 0.1 MILE TO ANOTHER CROSS ROAD.  CONTINUE AHEAD
 FO1660'ON THE TRACK ROAD AND GO 0.3 MILE TO A WIRE GATE.  PASS THROUGH
 FO1660'THE GATE AND FOLLOW THE TRACK ROAD WESTERLY ALONG THE TOP OF
 FO1660'THE MESA AND GO 4.6 MILES TO A REVERSE Y.  CONTINUE STRAIGHT
 FO1660'AHEAD SOUTH DOWN OFF THE MESA AND GO 3 MILES TO A FORK.  TAKE
 FO1660'THE RIGHT FORK AND GO 2 MILES TO A FORK AND AN OIL WELL AND
 FO1660'A STORAGE TANK WITH THE NUMBER 15B29 PAINTED IN BLACK PAINT
 FO1660'ON ITS SIDE.  TAKE THE RIGHT FORK AND GO WEST ON THE TRACK
 FO1660'ROAD FOR 3.75 MILES TO A FORK.  TAKE THE LEFT FORK AND GO
 FO1660'1.7 MILES TO A DIM TRACK ROAD LEFT JUST BEFORE REACHING
 FO1660'AN EARTH DAM (THE SECOND ONE OF TWO).  TURN LEFT, SOUTH, ON
 FO1660'THE DIM TRACK ROAD AND GO 0.5 MILE.  (TO REACH THE
 FO1660'AZIMUTH TURN RIGHT ACROSS COUNTRY AND GO 0.1 MILE TO THE
 FO1660'AZIMUTH MARK AS DESCRIBED AT A SMALL ROCK OUTCROPPING).
 FO1660'CONTINUE STRAIGHT AHEAD ON THE DIM TRACK ROAD AND GO 0.25
 FO1660'MILE TO A WIRE GATE.  PASS THROUGH THE WIRE GATE AND GO 0.35
 FO1660'MILE THEN TURN RIGHT ACROSS COUNTRY TO THE TOP OF THE RIDGE
 FO1660'THENCE LEFT, SOUTH TO THE HIGHEST POINT AND THE STATION AS
 FO1660'DESCRIBED APPROXIMATE 0.2 MILE.
 FO1660
 FO1660                          STATION RECOVERY (1964)
 FO1660
 FO1660'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (FHB)
 FO1660'ALL MARKS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION TO
 FO1660'REACH THE STATION FOLLOWS.
 FO1660'
 FO1660'TO REACH FROM THE TERREON TRADING POST, GO WEST ON GRAVEL
 FO1660'ROAD 0.1 MILE TO A FORK, KEEP RIGHT AND GO 4.7 MILES TO A
 FO1660'FORK, KEEP LEFT AND GO 0.3 MILE TO A FORK, KEEP RIGHT AND GO
 FO1660'1.7 MILES TO A TRACK ROAD FORK JUST AFTER REACHING THE TOP
 FO1660'OF A GRADE.  TURN LEFT, LEAVING MAIN ROAD, AND GO 0.05 MILE TO
 FO1660'A CROSSROADS, CONTINUE AHEAD 0.4 MILE TO A GATE, PASS THROUGH
 FO1660'AND CONTINUE WESTERLY ALONG TOP OF MESA FOR 1.7 MILES TO A FORK,
 FO1660'KEEP RIGHT AND GO 5.2 MILES (DROPPING DOWN INTO CANYON) TO
 FO1660'A FORK, KEEP RIGHT 1.6 MILES TO A GATE, PASS THROUGH AND
 FO1660'CONTINUE WEST 0.1 MILE TO A FORK, KEEP RIGHT 1.1 MILES TO A
 FO1660'FORK, KEEP LEFT AND GO 1.55 MILES TO A FORK, KEEP LEFT AND
 FO1660'GO 0.3 MILE TO A FENCE CORNER ON THE LEFT, CONTINUE ALONG
 FO1660'NORTH SIDE OF FENCE 1.0 MILE TO A FORK, KEEP RIGHT AND GO
 FO1660'0.45 MILE TO A FORK, KEEP LEFT 0.55 MILE TO A FORK, KEEP
 FO1660'RIGHT 0.3 MILE TO A REVERSE Y-JUNCTION ON THE LEFT,
 FO1660'CONTINUE WEST 0.5 MILE, LEAVE TRACK ROAD AND GO SOUTH ON
 FO1660'VERY DIM TRACK ROAD 0.2 MILE TO A DRY WASH, CROSS THE WASH
 FO1660'AND BEAR LEFT ON TRACK ROAD 0.35 MILE TO OUTCROP OF ROCK
 FO1660'AND THE AZIMUTH MARK.
 FO1660'
 FO1660'CONTINUE SOUTHEAST FOR 0.3 MILE TO A GATE, PASS THROUGH AND
 FO1660'GO SOUTH 0.4 MILE, LEAVE TRACK ROAD AND GO WEST ACROSS COUNTRY
 FO1660'FOR 0.1 MILE TO THE STATION HILL.  A TRUCK MAY BE DRIVEN TO
 FO1660'THE TOP FROM THE WEST END OF THE HILL.
 FO1660'
 FO1660'ASTRO PARTY 621 VISITED THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0933 ***********************************************************************
 CY0933  DESIGNATION -  HOGBACK
 CY0933  PID         -  CY0933
 CY0933  STATE/COUNTY-  NM/GRANT
 CY0933  USGS QUAD   -  WHITEWATER (1992)
 CY0933
 CY0933                         *CURRENT SURVEY CONTROL
 CY0933  ___________________________________________________________________
 CY0933* NAD 83(1992)-  32 31 13.68316(N)    108 12 17.80371(W)     ADJUSTED  
 CY0933* NAVD 88     -      1698.9    (meters)    5574.     (feet)  VERTCON   
 CY0933  ___________________________________________________________________
 CY0933  LAPLACE CORR-          -0.56  (seconds)                    DEFLEC99
 CY0933  GEOID HEIGHT-         -24.35  (meters)                     GEOID03
 CY0933
 CY0933  HORZ ORDER  -  THIRD
 CY0933
 CY0933.The horizontal coordinates were established by classical geodetic methods
 CY0933.and adjusted by the National Geodetic Survey in December 1993..
 CY0933
 CY0933.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0933.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0933
 CY0933.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY0933
 CY0933.The geoid height was determined by GEOID03.
 CY0933
 CY0933;                    North         East     Units Scale Factor Converg.
 CY0933;SPC NM W     -   168,640.290   795,087.812   MT  0.99993169   -0 11 59.2
 CY0933;SPC NM W     -   553,280.68  2,608,550.60   sFT  0.99993169   -0 11 59.2
 CY0933;UTM  12      - 3,601,572.422   762,549.891   MT  1.00045011   +1 30 12.5
 CY0933
 CY0933!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY0933!SPC NM W     -   0.99973714  x   0.99993169  =   0.99966885
 CY0933!UTM  12      -   0.99973714  x   1.00045011  =   1.00018713
 CY0933
 CY0933                          SUPERSEDED SURVEY CONTROL
 CY0933
 CY0933  NAD 83(1986)-  32 31 13.68112(N)    108 12 17.80239(W) AD(       ) 3
 CY0933  NAD 27      -  32 31 13.38791(N)    108 12 15.64443(W) AD(       ) 3
 CY0933  NGVD 29 (07/19/86) 1698.1    (m)         5571.     (f) VERT ANG       
 CY0933
 CY0933.Superseded values are not recommended for survey control.
 CY0933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0933.See file dsdata.txt to determine how the superseded data were derived.
 CY0933
 CY0933_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYB6255001572(NAD 83)
 CY0933
 CY0933  HISTORY     - Date     Condition        Report By
 CY0933  HISTORY     - 1945     MONUMENTED       USGS
 CY0933  HISTORY     - 1963     GOOD             USGS
 CY0933
 CY0933                          STATION DESCRIPTION
 CY0933
 CY0933'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 CY0933'LOCATED ABOUT 7 MI. (AIRLINE) SW. OF WHITEWATER, ON PROMINENT E-W.
 CY0933'RIDGE, KNOWN LOCALLY AS HOGBACK MOUNTAIN, ON GRAZING LAND OWNED BY
 CY0933'WATER HIGHTOWER OF DEMING, AND IN SE. 1/4 SEC. 32, T 20 S, R 13 W,
 CY0933'ABOUT 0.25 MI. N. OF GRANT-LUNA COUNTY LINE.  STATION IS ON BARE
 CY0933'ROCKY RIDGE AND IS ABOUT 7 FT. E. OF HIGHEST POINT OF TOP.
 CY0933'
 CY0933'STATION MARK--STANDARD TABLET, STAMPED ---HOGBACK 1945---, AND SET
 CY0933'IN BEDROCK.
 CY0933'
 CY0933'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GO0482 ***********************************************************************
 GO0482  DESIGNATION -  HOGBACK
 GO0482  PID         -  GO0482
 GO0482  STATE/COUNTY-  NM/SAN JUAN
 GO0482  USGS QUAD   -  THE HOGBACK NORTH (1979)
 GO0482
 GO0482                         *CURRENT SURVEY CONTROL
 GO0482  ___________________________________________________________________
 GO0482* NAD 83(1992)-  36 38 35.41920(N)    108 33 11.07150(W)     ADJUSTED  
 GO0482* NAVD 88     -      1891.     (meters)    6204.     (feet)  SCALED    
 GO0482  ___________________________________________________________________
 GO0482  LAPLACE CORR-          -1.83  (seconds)                    DEFLEC99
 GO0482  GEOID HEIGHT-         -21.29  (meters)                     GEOID03
 GO0482
 GO0482  HORZ ORDER  -  THIRD
 GO0482
 GO0482.The horizontal coordinates were established by classical geodetic methods
 GO0482.and adjusted by the National Geodetic Survey in December 1993..
 GO0482
 GO0482.The orthometric height was scaled from a topographic map.
 GO0482
 GO0482.The Laplace correction was computed from DEFLEC99 derived deflections.
 GO0482
 GO0482.The geoid height was determined by GEOID03.
 GO0482
 GO0482;                    North         East     Units Scale Factor Converg.
 GO0482;SPC NM W     -   626,127.017   765,641.302   MT  0.99996768   -0 25 46.5
 GO0482;SPC NM W     - 2,054,218.39  2,511,941.50   sFT  0.99996768   -0 25 46.5
 GO0482;UTM  12      - 4,058,078.282   718,750.157   MT  1.00018957   +1 27 39.5
 GO0482
 GO0482!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GO0482!SPC NM W     -   0.99970667  x   0.99996768  =   0.99967436
 GO0482!UTM  12      -   0.99970667  x   1.00018957  =   0.99989618
 GO0482
 GO0482                          SUPERSEDED SURVEY CONTROL
 GO0482
 GO0482  NAD 83(1992)-  36 38 35.41891(N)    108 33 11.07238(W) AD(       ) 3
 GO0482  NAD 83(1992)-  36 38 35.41871(N)    108 33 11.07226(W) AD(       ) 3
 GO0482  NAD 83(1986)-  36 38 35.41060(N)    108 33 11.07913(W) AD(       ) 3
 GO0482  NAD 27      -  36 38 35.40387(N)    108 33 08.78156(W) AD(       ) 3
 GO0482
 GO0482.Superseded values are not recommended for survey control.
 GO0482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GO0482.See file dsdata.txt to determine how the superseded data were derived.
 GO0482
 GO0482_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYF1875058078(NAD 83)
 GO0482
 GO0482  HISTORY     - Date     Condition        Report By
 GO0482  HISTORY     - 1927     MONUMENTED       USGS
 GO0482  HISTORY     - 1954     GOOD             USGS
 GO0482
 GO0482                          STATION DESCRIPTION
 GO0482
 GO0482'DESCRIBED BY US GEOLOGICAL SURVEY 1954 (HJW)
 GO0482'ON VERY PROMINENT MONOCLINAL N-S. SANDSTONE RIDGE, WHICH IS BROKEN
 GO0482'THROUGH BY SAN JUAN RIVER AND OTHER STREAMS IN SEVERAL PLACES AND
 GO0482'WHICH BECOMES HIGHER TOWARD THE S.  STATION IS ON THE LAST BUT ONE
 GO0482'HIGH POINT, OR THIRD S., ABOUT 9 MI. FROM SAN JUAN RIVER.  THE
 GO0482'WAGON RD. SHOWN ON THE MAP FROM BURNHAM (FRUITLAND) SW. PROBABLY
 GO0482'DOES NOT NOW EXIST, BUT COUNTRY CAN BE CROSSED IN ANY DIRECTION ON
 GO0482'HORSEBACK.  PLENTY OF VERY ALKALINE WATER IN CHACO WASH.
 GO0482'
 GO0482'STATION MARK--ALUMINUM TRIANGULATION TABLET SET IN SOLID ROCK.
 GO0482'
 GO0482'NOTE--STATION WAS RECOVERED BY H.J. WELCH, UTAH CONSTRUCTION CO.,
 GO0482'IN 1954.  MR. WELCH FOUND THE OLD SHANK SET IN SOLID ROCK.  HE
 GO0482'REMOVED THE SHANK.  IT IS NOT KNOWN IF MR. WELCH REPLACED THE SHANK
 GO0482'WITH A NEW TABLET.
 GO0482'
 GO0482'REFERENCE MARK--ROCK MONUMENT 8 FT. HIGH WITH 5 FT. BASE, 10.5 FT.
 GO0482'FROM STATION MARK, S 68 DEG 46 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1463 ***********************************************************************
 CX1463  DESIGNATION -  HOL
 CX1463  PID         -  CX1463
 CX1463  STATE/COUNTY-  NM/OTERO
 CX1463  USGS QUAD   -  LOST RIVER (1982)
 CX1463
 CX1463                         *CURRENT SURVEY CONTROL
 CX1463  ___________________________________________________________________
 CX1463* NAD 83(1992)-  32 53 54.47655(N)    106 07 46.20939(W)     ADJUSTED  
 CX1463* NAVD 88     -      1245.74   (+/-2cm)    4087.1    (feet)  VERTCON   
 CX1463  ___________________________________________________________________
 CX1463  LAPLACE CORR-           4.99  (seconds)                    DEFLEC99
 CX1463  GEOID HEIGHT-         -22.83  (meters)                     GEOID03
 CX1463
 CX1463  HORZ ORDER  -  FIRST
 CX1463  VERT ORDER  -  THIRD ? (See Below)
 CX1463
 CX1463.The horizontal coordinates were established by classical geodetic methods
 CX1463.and adjusted by the National Geodetic Survey in December 1993..
 CX1463
 CX1463.The NAVD 88 height was computed by applying the VERTCON shift value to
 CX1463.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CX1463.The vertical order pertains to the NGVD 29 superseded value.
 CX1463
 CX1463.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1463
 CX1463.The geoid height was determined by GEOID03.
 CX1463
 CX1463;                    North         East     Units Scale Factor Converg.
 CX1463;SPC NM C     -   210,498.593   511,272.625   MT  0.99990157   +0 03 55.6
 CX1463;SPC NM C     -   690,610.80  1,677,400.27   sFT  0.99990157   +0 03 55.6
 CX1463;UTM  13      - 3,640,596.530   394,363.057   MT  0.99973759   -0 36 48.8
 CX1463
 CX1463!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1463!SPC NM C     -   0.99980804  x   0.99990157  =   0.99970963
 CX1463!UTM  13      -   0.99980804  x   0.99973759  =   0.99954568
 CX1463
 CX1463:                Primary Azimuth Mark                     Grid Az
 CX1463:SPC NM C     -  HOLLOMAN AFB ATLAS AREA TANK             066 57 15.1
 CX1463:UTM  13      -  HOLLOMAN AFB ATLAS AREA TANK             067 37 59.5
 CX1463
 CX1463|---------------------------------------------------------------------|
 CX1463| PID    Reference Object                     Distance      Geod. Az  |
 CX1463|                                                           dddmmss.s |
 CX1463| CX1433 HOLLOMAN AFB ATLAS AREA TANK        APPROX. 6.3 KM 0670110.7 |
 CX1463| CX1445 HOLLOMAN AFB WATER TANK             APPROX. 5.5 KM 1393408.4 |
 CX1463| CC6683 HOL RM 1                             11.691 METERS 17030     |
 CX1463| CC6684 HOL RM 2                             11.082 METERS 27926     |
 CX1463|---------------------------------------------------------------------|
 CX1463
 CX1463                          SUPERSEDED SURVEY CONTROL
 CX1463
 CX1463  NAD 83(1986)-  32 53 54.48419(N)    106 07 46.21159(W) AD(       ) 1
 CX1463  NAD 27      -  32 53 54.16676(N)    106 07 44.23804(W) AD(       ) 1
 CX1463  NGVD 29 (07/19/86) 1245.14   (m)         4085.1    (f) LEVELING    3  
 CX1463
 CX1463.Superseded values are not recommended for survey control.
 CX1463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1463.See file dsdata.txt to determine how the superseded data were derived.
 CX1463
 CX1463_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS9436340597(NAD 83)
 CX1463_MARKER: DS = TRIANGULATION STATION DISK
 CX1463_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX1463_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CX1463
 CX1463  HISTORY     - Date     Condition        Report By
 CX1463  HISTORY     - 1968     MONUMENTED       CGS
 CX1463
 CX1463                          STATION DESCRIPTION
 CX1463
 CX1463'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JBJ)
 CX1463'THE STATION IS ABOUT 12 MILES SOUTHWEST OF TULAROSA, 10 MILES WEST OF
 CX1463'ALAMOGORDO, 6 MILES NORTHWEST OF THE MAIN GATE AT HOLLOMAN AIR FORCE
 CX1463'BASE, AND 1-1/2 MILES NORTHEAST OF THE SOUTH END OF THE HOLLOMAN
 CX1463'AIR FORCE BASE HIGH SPEED TEST TRACK.
 CX1463'
 CX1463'TO REACH THE STATION FROM THE SOUTH END OF THE TEST TRACK, GO
 CX1463'NORTHEAST ON ROAD 1 FOR 1.4 MILES TO A FORK.  TAKE THE LEFT FORK,
 CX1463'AND GO NORTH-NORTHEAST ON A PAVED ROAD FOR 0.05 MILE TO THE STATION
 CX1463'ON THE LEFT.  TO REACH BM W 239 FROM THE STATION, GO
 CX1463'NORTH-NORTHEAST ON THE PAVED ROAD FOR 0.05 MILE TO ROUTE 9.  TURN
 CX1463'LEFT AND GO NORTH-NORTHWEST ON ROUTE 9 FOR 0.4 MILE TO THE
 CX1463'MARK ON THE LEFT.
 CX1463'
 CX1463'THE STATION MARK IS A STANDARD DISK, STAMPED HOL 1968, SET IN THE
 CX1463'TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT PROJECTS
 CX1463'6 INCHES ABOVE THE GROUND.  IT IS 119 FEET WEST OF THE CENTERLINE
 CX1463'OF THE PAVED ROAD, 41.6 FEET EAST OF A WITNESS POST, 38.4 FEET
 CX1463'EAST OF A WITNESS POST, AND 2.7 FEET SOUTHWEST OF A WITNESS POST.
 CX1463'
 CX1463'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED HOL NO 1 1968, SET IN
 CX1463'THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 CX1463'PROJECTS 8 INCHES ABOVE THE GROUND.  IT IS 92 FEET NORTHWEST OF
 CX1463'THE CENTERLINE OF THE PAVED ROAD, 61.2 FEET SOUTH OF A WITNESS
 CX1463'POST, 3.2 FEET NORTH OF A WITNESS POST, AND ABOUT THE SAME
 CX1463'ELEVATION AS THE STATION.
 CX1463'
 CX1463'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED HOL NO 2 1968, SET IN
 CX1463'THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 CX1463'PROJECTS 8 INCHES ABOVE THE GROUND.  IT IS 155 FEET WEST OF THE
 CX1463'CENTERLINE OF THE ROAD, 38.1 FEET NORTHWEST OF A WITNESS POST, 3
 CX1463'FEET EAST OF A WITNESS POST, AND ABOUT THE SAME ELEVATION AS THE
 CX1463'STATION.
 CX1463'
 CX1463'BM W 239 IS A STANDARD DISK, STAMPED W 239 1952, SET IN THE TOP OF
 CX1463'A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT PROJECTS 2 INCHES
 CX1463'ABOVE THE GROUND.  IT IS 62 FEET WEST OF THE CENTERLINE OF ROUTE 9
 CX1463'AND 2 FEET NORTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0740 ***********************************************************************
 EQ0740  DESIGNATION -  HOLCOMB
 EQ0740  PID         -  EQ0740
 EQ0740  STATE/COUNTY-  NM/SOCORRO
 EQ0740  USGS QUAD   -  SIERRA LARGA SOUTH (1972)
 EQ0740
 EQ0740                         *CURRENT SURVEY CONTROL
 EQ0740  ___________________________________________________________________
 EQ0740* NAD 83(1992)-  34 04 48.39171(N)    106 33 33.39140(W)     ADJUSTED  
 EQ0740* NAVD 88     -      2072.0    (meters)    6798.     (feet)  VERTCON   
 EQ0740  ___________________________________________________________________
 EQ0740  LAPLACE CORR-           2.02  (seconds)                    DEFLEC99
 EQ0740  GEOID HEIGHT-         -21.29  (meters)                     GEOID03
 EQ0740
 EQ0740  HORZ ORDER  -  FIRST
 EQ0740
 EQ0740.The horizontal coordinates were established by classical geodetic methods
 EQ0740.and adjusted by the National Geodetic Survey in December 1993..
 EQ0740
 EQ0740.The NAVD 88 height was computed by applying the VERTCON shift value to
 EQ0740.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EQ0740
 EQ0740.The Laplace correction was computed from DEFLEC99 derived deflections.
 EQ0740
 EQ0740.The geoid height was determined by GEOID03.
 EQ0740
 EQ0740;                    North         East     Units Scale Factor Converg.
 EQ0740;SPC NM C     -   341,582.046   471,457.311   MT  0.99991004   -0 10 23.9
 EQ0740;SPC NM C     - 1,120,673.76  1,546,772.86   sFT  0.99991004   -0 10 23.9
 EQ0740;UTM  13      - 3,772,135.467   356,132.950   MT  0.99985514   -0 52 26.0
 EQ0740
 EQ0740!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EQ0740!SPC NM C     -   0.99967818  x   0.99991004  =   0.99958825
 EQ0740!UTM  13      -   0.99967818  x   0.99985514  =   0.99953337
 EQ0740
 EQ0740|---------------------------------------------------------------------|
 EQ0740| PID    Reference Object                     Distance      Geod. Az  |
 EQ0740|                                                           dddmmss.s |
 EQ0740| CD3022 HOLCOMB RM 1                          9.188 METERS 02926     |
 EQ0740| EQ0722 HARLESS                             APPROX. 7.2 KM 0700000.6 |
 EQ0740| CD3023 HOLCOMB RM 2                          8.774 METERS 14944     |
 EQ0740|---------------------------------------------------------------------|
 EQ0740
 EQ0740                          SUPERSEDED SURVEY CONTROL
 EQ0740
 EQ0740  NAD 83(1986)-  34 04 48.39872(N)    106 33 33.39325(W) AD(       ) 1
 EQ0740  NAD 27      -  34 04 48.15590(N)    106 33 31.33480(W) AD(       ) 1
 EQ0740  NGVD 29 (07/19/86) 2071.2    (m)         6795.     (f) VERT ANG       
 EQ0740
 EQ0740.Superseded values are not recommended for survey control.
 EQ0740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0740.See file dsdata.txt to determine how the superseded data were derived.
 EQ0740
 EQ0740_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT5613372135(NAD 83)
 EQ0740_MARKER: DS = TRIANGULATION STATION DISK
 EQ0740_SETTING: 66 = SET IN ROCK OUTCROP
 EQ0740
 EQ0740  HISTORY     - Date     Condition        Report By
 EQ0740  HISTORY     - 1934     MONUMENTED       CGS
 EQ0740  HISTORY     - 1952     GOOD             CGS
 EQ0740  HISTORY     - 1972     GOOD             NGS
 EQ0740
 EQ0740                          STATION DESCRIPTION
 EQ0740
 EQ0740'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (LCJ)
 EQ0740'THE STATION IS ABOUT 35 MILES SOUTHWEST OF MOUNTAINAIR, 20
 EQ0740'MILES EAST OF SOCORRO, 3 MILES WEST OF J.E. HOLCOMBS RANCH,
 EQ0740'IN THE NW 1/4 SEC. 5, T 3 S., R 4 E., AND AT THE SOUTHEASTERN
 EQ0740'END OF A RIDGE, OR MESA, KNOWN AS SIERRITA, OR THE BLACK
 EQ0740'MOUNTAIN.  J.E. HOLCOMBS RANCH MAY BE REACHED BY GOING FROM A
 EQ0740'POINT WHICH IS 18 MILES EAST OF SAN ANTONIO ON U.S. HIGHWAY
 EQ0740'380 NORTHWARD ON AN UNGRADED ROAD 13-1/2 MILES.  TO REACH
 EQ0740'THE STATION FROM HERE, FOLLOW A TRAIL WESTWARD 1.6 MILES TO A
 EQ0740'FORK, LEAVE THE ROAD AND HEAD STRAIGHT FOR THE PEAK.  THE
 EQ0740'STATION AND REFERENCE MARKS ARE STANDARD DISKS SET IN ROCK.
 EQ0740'REFERENCE MARK NO. 1 IS 9.20
 EQ0740'METERS (30.2 FEET) FROM THE STATION N 29 DEG 26 MIN E.
 EQ0740'AND NO. 2 IS 8.818 METERS (28.93 FEET) FROM THE
 EQ0740'STATION S 30 DEG 17 MIN E.
 EQ0740
 EQ0740                          STATION RECOVERY (1952)
 EQ0740
 EQ0740'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (RLE)
 EQ0740'THE STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2
 EQ0740'WAS RECOVERED AND FOUND IN VERY GOOD CONDITION.  TRIANGULATION
 EQ0740'STATION LOMA (H.A.F.B.) WAS USED FOR THE AZIMUTH MARK.  A NEW
 EQ0740'AND COMPLETE DESCRIPTION FOLLOWS.
 EQ0740'
 EQ0740'THE STATION IS LOCATED ABOUT 20 MILES EAST OF SOCORRO ON THE
 EQ0740'SUMMIT AND AT THE NORTHEAST END OF A RIDGE OR MESA KNOWN AS
 EQ0740'SIERRITA OR THE BLACK MOUNTAIN.  FROM TRIANGULATION STATION
 EQ0740'LOMA (H.A.F.B.) IT APPEARS AS THE LEFT AND HIGHEST OF THREE
 EQ0740'PEAKS.  THE STATION MARK IS ABOUT IN THE CENTER AND AT THE
 EQ0740'HIGHEST PART OF THE HILL, 17 FEET WEST OF THE SHARP CLIFF
 EQ0740'AT THE NORTHEAST END OF THE RIDGE.  IT IS STAMPED HOLCOMB 1934.
 EQ0740'
 EQ0740'REFERENCE MARK NO. 1 IS 3 FEET WEST OF THE EDGE OF THE SHARP
 EQ0740'CLIFF AND ABOUT 1 FOOT HIGHER THAN THE STATION.  IT IS STAMPED
 EQ0740'HOLCOMB NO 1 1934.
 EQ0740'
 EQ0740'REFERENCE MARK NO. 2 IS 3 FEET WEST OF THE EDGE OF THE SHARP
 EQ0740'CLIFF AND IT IS THE SAME ELEVATION AS THE STATION MARK.  IT
 EQ0740'IS STAMPED HOLCOMB NO 2 1934.
 EQ0740'
 EQ0740'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 51.14 FEET.
 EQ0740'
 EQ0740'TRIANGULATION STATION LOMA (H.A.F.B.) SERVED AS AN AZIMUTH
 EQ0740'MARK.
 EQ0740'
 EQ0740'TO REACH THE STATION FROM THE POST OFFICE IN BINGHAM GO WEST
 EQ0740'ON U.S. HIGHWAY 380 FOR 16 MILES TO THE CARTHAGE STORE ON THE
 EQ0740'LEFT, CONTINUE WEST ON U.S. HIGHWAY 380 FOR 1.65 MILES TO A
 EQ0740'ROAD ON THE RIGHT.  TURN RIGHT, CROSSING THE OLD HIGHWAY AND A
 EQ0740'CATTLE GUARD AND GO NORTH ON THE MAIN TRAVELED ROAD FOR 5.8
 EQ0740'MILES TO A GATE, PASS THROUGH THE GATE AND CONTINUE NORTH
 EQ0740'FOR 0.6 MILES TO A FORK, TAKE RIGHT FORK AND GO NORTH NORTHEAST
 EQ0740'FOR 1.6 MILES TO A FORK, KEEP THE LEFT FORK AND CONTINUE 1.0 MILE
 EQ0740'TO ANOTHER FORK JUST PAST AN OLD FIREPLACE.  TAKE THE RIGHT
 EQ0740'FORK AND GO 0.2 MILE TO A FORK, TAKE LEFT FORK AND KEEP THE MAIN
 EQ0740'ROAD FOR 1.1 MILES TO A GATE, PASS THROUGH THE GATE AND GO 0.5 MILE
 EQ0740'TO ANOTHER FORK, TAKE THE RIGHT FORK (TOWARDS A WINDMILL PASSING
 EQ0740'TO THE RIGHT OF IT) AND GO 0.6 MILE TO A WIRE GATE, PASS THROUGH
 EQ0740'THE GATE AND FOLLOW THE DIM TRACK ROAD FOR 1.0 MILE TO A GATE.
 EQ0740'PASS THROUGH THE GATE AND CONTINUE ON DIM TRACK ROAD FOR 0.8 MILE
 EQ0740'TO A FORK, TAKE LEFT FORK AND CONTINUE ON TRACK ROAD FOR 0.5
 EQ0740'MILE TO A GATE, PASS THROUGH THE GATE AND CONTINUE ON TRACK ROAD
 EQ0740'FOR 1.9 MILES TO A FORK, TAKE RIGHT FORK AND CONTINUE
 EQ0740'FOR 0.4 MILE TO A SMALL ARROW SIGN LOMA PEAK.  BEAR LEFT AND
 EQ0740'FOLLOW CREEK BED FOR 0.05 MILE, THEN TURN RIGHT AND LEAVE THE
 EQ0740'CREEK BED FOLLOWING A DIM TRACK ROAD UPHILL FOR 0.6 MILE TO
 EQ0740'A FENCE, LAY FENCE DOWN AND CONTINUE UPHILL FOR 0.3 MILE TO
 EQ0740'ANOTHER FENCE, LAY FENCE DOWN AND CONTINUE UPHILL FOR ABOUT
 EQ0740'300 YARDS TO THE HIGHEST POINT AND TRIANGULATION STATION
 EQ0740'LOMA (H.A.F.B.) FROM HERE PACK NORTHERLY (COMPASS BEARING 22
 EQ0740'DEGREES) FOR ABOUT 1.5 MILES TO THE HIGHEST POINT AND THE
 EQ0740'STATION AS DESCRIBED.
 EQ0740
 EQ0740                          STATION RECOVERY (1972)
 EQ0740
 EQ0740'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (RDS)
 EQ0740'THE STATION IS LOCATED NORTH 83 DEGREES EAST, ABOUT 19 MILES
 EQ0740'FROM SOCORRO, NEW MEXICO, IN THE NORTHWEST QUARTER SECTION 5,
 EQ0740'TOWNSHIP 3 SOUTH, RANGE 4 EAST.
 EQ0740'
 EQ0740'STATION REACHED BY HELICOPTER IN 1972.
 EQ0740'
 EQ0740'THE STATION MARK AND REFERENCE MARKS ARE USC AND GS STANDARD
 EQ0740'DISKS CEMENTED IN BED ROCK.
 EQ0740'
 EQ0740'STATION MARK--5 FEET WEST OF ROCK CAIRN.  DISK STAMPED HOLCOMB
 EQ0740'1934.
 EQ0740'
 EQ0740'REFERENCE MARK NO. 1--DISK STAMPED HOLCOMB NO. 1 1934.
 EQ0740'
 EQ0740'REFERENCE MARK NO. 2--DISK STAMPED HOLCOMB NO. 2 1934.
 EQ0740'
 EQ0740'STATION HARLESS 1952 (USC AND GS) IS VISIBLE FROM THE GROUND
 EQ0740'TO SERVE AS AZIMUTH MARK.
 EQ0740'
 EQ0740'ALL OBSERVATIONS MADE FROM A STANDARD TRIPOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0438 ***********************************************************************
 ER0438  DESIGNATION -  HOLDER
 ER0438  PID         -  ER0438
 ER0438  STATE/COUNTY-  NM/CATRON
 ER0438  USGS QUAD   -  TEJANA MESA (1972)
 ER0438
 ER0438                         *CURRENT SURVEY CONTROL
 ER0438  ___________________________________________________________________
 ER0438* NAD 83(1992)-  34 27 28.58943(N)    108 30 56.99521(W)     ADJUSTED  
 ER0438* NAVD 88     -      2356.     (meters)    7730.     (feet)  SCALED    
 ER0438  ___________________________________________________________________
 ER0438  LAPLACE CORR-           3.38  (seconds)                    DEFLEC99
 ER0438  GEOID HEIGHT-         -21.48  (meters)                     GEOID03
 ER0438
 ER0438  HORZ ORDER  -  FIRST
 ER0438
 ER0438.The horizontal coordinates were established by classical geodetic methods
 ER0438.and adjusted by the National Geodetic Survey in December 1993..
 ER0438
 ER0438.The orthometric height was scaled from a topographic map.
 ER0438
 ER0438.The Laplace correction was computed from DEFLEC99 derived deflections.
 ER0438
 ER0438.The geoid height was determined by GEOID03.
 ER0438
 ER0438;                    North         East     Units Scale Factor Converg.
 ER0438;SPC NM W     -   383,664.346   767,292.561   MT  0.99996512   -0 23 10.2
 ER0438;SPC NM W     - 1,258,738.78  2,517,359.01   sFT  0.99996512   -0 23 10.2
 ER0438;UTM  12      - 3,815,733.537   728,195.082   MT  1.00024190   +1 24 22.1
 ER0438
 ER0438!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ER0438!SPC NM W     -   0.99963368  x   0.99996512  =   0.99959881
 ER0438!UTM  12      -   0.99963368  x   1.00024190  =   0.99987549
 ER0438
 ER0438:                Primary Azimuth Mark                     Grid Az
 ER0438:SPC NM W     -  HOLDER AZ MK                             158 52 36.8
 ER0438:UTM  12      -  HOLDER AZ MK                             157 05 04.5
 ER0438
 ER0438|---------------------------------------------------------------------|
 ER0438| PID    Reference Object                     Distance      Geod. Az  |
 ER0438|                                                           dddmmss.s |
 ER0438| CD3024 HOLDER AZ MK                                       1582926.6 |
 ER0438| CD3026 HOLDER RM 2                          10.537 METERS 28659     |
 ER0438| CD3025 HOLDER RM 1                           8.708 METERS 32510     |
 ER0438|---------------------------------------------------------------------|
 ER0438
 ER0438                          SUPERSEDED SURVEY CONTROL
 ER0438
 ER0438  NAD 83(1992)-  34 27 28.59026(N)    108 30 56.99561(W) AD(       ) 1
 ER0438  NAD 83(1986)-  34 27 28.59131(N)    108 30 57.00135(W) AD(       ) 1
 ER0438  NAD 27      -  34 27 28.42008(N)    108 30 54.76330(W) AD(       ) 1
 ER0438
 ER0438.Superseded values are not recommended for survey control.
 ER0438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0438.See file dsdata.txt to determine how the superseded data were derived.
 ER0438
 ER0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYD2819515734(NAD 83)
 ER0438_MARKER: DS = TRIANGULATION STATION DISK
 ER0438_SETTING: 80 = SET IN A BOULDER
 ER0438_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 ER0438
 ER0438  HISTORY     - Date     Condition        Report By
 ER0438  HISTORY     - 1936     MONUMENTED       CGS
 ER0438
 ER0438                          STATION DESCRIPTION
 ER0438
 ER0438'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JDT)
 ER0438'ABOUT 8 MILES NORTH AND 1 MILE WEST OF QUEMADO, ON THE HIGHEST
 ER0438'POINT OF A LONE, PROMINENT BUTTE WHICH IS THE HIGHEST IN
 ER0438'THE IMMEDIATE VICINITY, IN SEC. 28, T. 3 N., R. 16 W., NEAR
 ER0438'THE CENTER OF THE EAST RIM ON THE BUTTE, AND 40 FEET WEST
 ER0438'OF EAST RIM.  THE STATION AND REFERENCE MARKS ARE STANDARD DISKS
 ER0438'SET IN ROCK.  REFERENCE MARK
 ER0438'NO. 1 IS 6 PACES WEST AND NORTH OF THE RIM AND 28.57 FEET
 ER0438'FROM THE STATION S 33 DEG 19 MIN E AND NO. 2 IS 34.57
 ER0438'FEET FROM THE STATION N 71 DEG 21 MIN W.  THE AZIMUTH
 ER0438'MARK, A STANDARD DISK SET IN CONCRETE.
 ER0438'IS 0.45 MILE NORTH OF A WINDMILL AND AN ADOBE HOUSE,
 ER0438'42 FEET SOUTHWEST OF A ROAD FORK, 18 FEET SOUTHWEST OF
 ER0438'JUNIPER BUSHES AND APPROXIMATELY 0.2 MILE FROM THE STATION
 ER0438'S 21 DEG 31 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0674 ***********************************************************************
 ER0674  DESIGNATION -  HOLE
 ER0674  PID         -  ER0674
 ER0674  STATE/COUNTY-  NM/CIBOLA
 ER0674  USGS QUAD   -  ICE CAVES (1995)
 ER0674
 ER0674                         *CURRENT SURVEY CONTROL
 ER0674  ___________________________________________________________________
 ER0674* NAD 83(1992)-  34 52 38.55674(N)    108 03 02.95036(W)     ADJUSTED  
 ER0674* NAVD 88     -      2298.1    (meters)    7540.     (feet)  VERTCON   
 ER0674  ___________________________________________________________________
 ER0674  LAPLACE CORR-          -1.38  (seconds)                    DEFLEC99
 ER0674  GEOID HEIGHT-         -20.63  (meters)                     GEOID03
 ER0674
 ER0674  HORZ ORDER  -  THIRD
 ER0674
 ER0674.The horizontal coordinates were established by classical geodetic methods
 ER0674.and adjusted by the National Geodetic Survey in December 1993..
 ER0674
 ER0674.The NAVD 88 height was computed by applying the VERTCON shift value to
 ER0674.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ER0674
 ER0674.The Laplace correction was computed from DEFLEC99 derived deflections.
 ER0674
 ER0674.The geoid height was determined by GEOID03.
 ER0674
 ER0674;                    North         East     Units Scale Factor Converg.
 ER0674;SPC NM W     -   430,000.578   810,118.149   MT  0.99992154   -0 07 27.7
 ER0674;SPC NM W     - 1,410,760.23  2,657,862.63   sFT  0.99992154   -0 07 27.7
 ER0674;UTM  12      - 3,863,413.864   769,559.974   MT  1.00049566   +1 41 14.7
 ER0674;UTM  13      - 3,863,692.358   221,147.035   MT  1.00055849   -1 44 44.3
 ER0674
 ER0674!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ER0674!SPC NM W     -   0.99964264  x   0.99992154  =   0.99956421
 ER0674!UTM  12      -   0.99964264  x   1.00049566  =   1.00013812
 ER0674!UTM  13      -   0.99964264  x   1.00055849  =   1.00020093
 ER0674
 ER0674:                Primary Azimuth Mark                     Grid Az
 ER0674:SPC NM W     -  PLAINS                                   207 21 07.0
 ER0674:UTM  12      -  PLAINS                                   205 32 24.6
 ER0674:UTM  13      -  PLAINS                                   208 58 23.6
 ER0674
 ER0674|---------------------------------------------------------------------|
 ER0674| PID    Reference Object                     Distance      Geod. Az  |
 ER0674|                                                           dddmmss.s |
 ER0674| ER0675 PLAINS                              APPROX.14.1 KM 2071339.3 |
 ER0674|---------------------------------------------------------------------|
 ER0674
 ER0674                          SUPERSEDED SURVEY CONTROL
 ER0674
 ER0674  NAD 83(1986)-  34 52 38.55680(N)    108 03 02.94984(W) AD(       ) 3
 ER0674  NGVD 29 (04/24/90) 2297.0    (m)         7536.     (f) VERT ANG       
 ER0674
 ER0674.Superseded values are not recommended for survey control.
 ER0674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0674.See file dsdata.txt to determine how the superseded data were derived.
 ER0674
 ER0674_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYD6956063414(NAD 83)
 ER0674_MARKER: DS = TRIANGULATION STATION DISK
 ER0674_SETTING: 0 = UNSPECIFIED SETTING
 ER0674_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ER0674
 ER0674  HISTORY     - Date     Condition        Report By
 ER0674  HISTORY     - 1959     MONUMENTED       USGS
 ER0674
 ER0674                          STATION DESCRIPTION
 ER0674
 ER0674'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 ER0674'LOCATED ABOUT 9.0 MI. (AIRLINE) S. OF STATE HIGHWAY 53 AND ABOUT 8.0
 ER0674'MI. (AIRLINE) W. OF STATE ROAD 117.  ON A PROMINENT TOP LOCATED IN A
 ER0674'GRASS COVERED AREA IN THE LAVA FLOW KNOWN LOCALLY AS --THE HOLE IN
 ER0674'THE WALL--.
 ER0674'
 ER0674'TO REACH FROM POST OFFICE IN GRANTS, NEW MEXICO, GO SE. ON U.S.
 ER0674'HIGHWAY 66, 6.5 MI. TO JUNCTION WITH STATE ROAD 117, TURN RIGHT ON
 ER0674'STATE ROAD 117 31.2 MI. TO A Y-RD., TAKE RIGHT FORK AND STATE ROAD
 ER0674'117 2.3 MI. TO A CROSSROAD, TAKE RIGHT FORK 3.8 MI. TO A POINT ON RD.
 ER0674'ABOUT 1000 FT. W. OF WINDMILL, CONTINUE AHEAD 1.4 MI. TO A Y-RD.,
 ER0674'TAKE LEFT FORK, GO 1.0 MI. TO A POINT ON RD. ABOUT 0.3 MI. W. OF A
 ER0674'RANCH HOUSE, CONTINUE AHEAD 0.3 MI. TO A GATE, PASS THRU GATE AND GO
 ER0674'0.2 MI. TO A RD. FORK, TAKE RIGHT FORK 4.5 MI. TO A WINDMILL KNOWN
 ER0674'LOCALLY AS --THE HOLE IN THE WALL WINDMILL--, CONTINUE AHEAD THRU GATE
 ER0674'1.5 MI. TO A DIM RD. FORK, TAKE LEFT FORK 2.1 MI. TO A POINT DUE S. OF
 ER0674'A PROMINENT TOP, TURN RIGHT (N.) ABOUT 1000 FT. TO END OF TRUCK
 ER0674'TRAVEL.  PACK N. TO TOP OF MOUNTAIN AND STATION SITE.
 ER0674'
 ER0674'STATION MARK--STANDARD TABLET STAMPED---HOLE 1959---, CEMENTED IN A
 ER0674'2 IN. PIPE PROJECTING 0.3 FT. ABOVE GROUND.
 ER0674'
 ER0674'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS1174 ***********************************************************************
 DS1174  DESIGNATION -  HOLLIS
 DS1174  PID         -  DS1174
 DS1174  STATE/COUNTY-  NM/OTERO
 DS1174  USGS QUAD   -  BITTER CREEK (1981)
 DS1174
 DS1174                         *CURRENT SURVEY CONTROL
 DS1174  ___________________________________________________________________
 DS1174* NAD 83(1992)-  33 14 57.41164(N)    106 14 16.65163(W)     ADJUSTED  
 DS1174* NAVD 88     -      1274.29   (+/-2cm)    4180.7    (feet)  VERTCON   
 DS1174  ___________________________________________________________________
 DS1174  LAPLACE CORR-           3.57  (seconds)                    DEFLEC99
 DS1174  GEOID HEIGHT-         -22.65  (meters)                     GEOID03
 DS1174
 DS1174  HORZ ORDER  -  FIRST
 DS1174  VERT ORDER  -  THIRD ? (See Below)
 DS1174
 DS1174.The horizontal coordinates were established by classical geodetic methods
 DS1174.and adjusted by the National Geodetic Survey in December 1993..
 DS1174
 DS1174.The NAVD 88 height was computed by applying the VERTCON shift value to
 DS1174.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DS1174.The vertical order pertains to the NGVD 29 superseded value.
 DS1174
 DS1174.The Laplace correction was computed from DEFLEC99 derived deflections.
 DS1174
 DS1174.The geoid height was determined by GEOID03.
 DS1174
 DS1174;                    North         East     Units Scale Factor Converg.
 DS1174;SPC NM C     -   249,395.771   501,122.003   MT  0.99990002   +0 00 23.8
 DS1174;SPC NM C     -   818,225.96  1,644,097.77   sFT  0.99990002   +0 00 23.8
 DS1174;UTM  13      - 3,679,605.958   384,677.740   MT  0.99976397   -0 40 43.8
 DS1174
 DS1174!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS1174!SPC NM C     -   0.99980354  x   0.99990002  =   0.99970358
 DS1174!UTM  13      -   0.99980354  x   0.99976397  =   0.99956755
 DS1174
 DS1174|---------------------------------------------------------------------|
 DS1174| PID    Reference Object                     Distance      Geod. Az  |
 DS1174|                                                           dddmmss.s |
 DS1174| DS1173 MINNOW                               33.493 METERS 05720     |
 DS1174| CD3028 HOLLIS RM 1                          44.318 METERS 13810     |
 DS1174| CD3027 HOLLIS AZ MK                                       2204055.0 |
 DS1174|---------------------------------------------------------------------|
 DS1174
 DS1174                          SUPERSEDED SURVEY CONTROL
 DS1174
 DS1174  NAD 83(1986)-  33 14 57.41869(N)    106 14 16.65441(W) AD(       ) 1
 DS1174  NAD 27      -  33 14 57.13197(N)    106 14 14.66071(W) AD(       ) 1
 DS1174  NGVD 29 (07/19/86) 1273.66   (m)         4178.7    (f) LEVELING    3  
 DS1174
 DS1174.Superseded values are not recommended for survey control.
 DS1174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS1174.See file dsdata.txt to determine how the superseded data were derived.
 DS1174
 DS1174_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS8467879606(NAD 83)
 DS1174_MARKER: DS = TRIANGULATION STATION DISK
 DS1174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS1174_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DS1174
 DS1174  HISTORY     - Date     Condition        Report By
 DS1174  HISTORY     - 1967     MONUMENTED       CGS
 DS1174  HISTORY     - 1979     MARK NOT FOUND   USGS
 DS1174
 DS1174                          STATION DESCRIPTION
 DS1174
 DS1174'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (JWC)
 DS1174'THE STATION IS ABOUT 17-1/2 MILES NORTHWEST OF TULAROSA, 9-1/2
 DS1174'MILES SOUTH OF THE LINCOLN-OTERO COUNTY LINE, 8-1/2 MILES SOUTHWEST
 DS1174'OF THREE RIVERS AND 6 MILES EAST OF THE OTERO-SIERRA COUNTY LINE,
 DS1174'ON THE LEFT, NORTH SIDE OF A GRAVELED ROAD.
 DS1174'
 DS1174'TO REACH THE STATION FROM THE POST OFFICE IN TULAROSA, GO WEST ON
 DS1174'STATE HIGHWAY 52 FOR 1.25 MILES TO A T-JUNCTION JUST AFTER CROSSING
 DS1174'A RAILROAD TRACKS, TURN RIGHT AND GO NORTH ON A GRAVELED ROAD FOR
 DS1174'0.3 MILES TO WERE THE MAIN ROAD TURNS TO THE WEST, TURN LEFT AND
 DS1174'GO WEST ON MAIN GRAVELED ROAD FOR 6.4 MILES TO A CROSSROADS AND A
 DS1174'GUARD SHACK ON THE LEFT.  TURN RIGHT AND GO NORTH ON GRAVELED ROAD
 DS1174'FOR 12.0 MILES TO TRIANGULATION STATION IDA ON THE LEFT.  CONTINUE
 DS1174'STRAIGHT AHEAD NORTH FOR 1.0 MILE TO A SIDE ROAD RIGHT AND A SIGN
 DS1174'ON THE RIGHT MINNOW, TURN RIGHT AND GO EAST FOR 1.6 MILES TO
 DS1174'THE AZIMUTH MARK ON THE RIGHT, CONTINUE EAST ON THE GRAVELED ROAD
 DS1174'FOR 0.5 MILE TO A LARGE WHITE BUILDING AND THE STATION ON THE LEFT.
 DS1174'
 DS1174'THE STATION MARK IS A STANDARD DISK, STAMPED HOLLIS 1966, SET IN THE
 DS1174'TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT PROJECTS
 DS1174'3 INCHES ABOVE THE GROUND.  IT IS 116 FEET WEST OF THE SOUTH CORNER
 DS1174'OF THE BUILDING (S3122), 52 FEET NORTHWEST OF THE CENTERLINE OF
 DS1174'THE GRAVELED ROAD AND 4 FEET NORTHEAST OF A METAL WITNESS POST.
 DS1174'
 DS1174'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED HOLLIS NO 1 1966, SET
 DS1174'IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 DS1174'PROJECTS 1 INCH ABOVE THE GROUND.  IT IS 148 FEET EAST-SOUTHEAST OF
 DS1174'THE WITNESS POST, 93 FEET SOUTHEAST OF THE CENTERLINE OF THE
 DS1174'GRAVELED ROAD, 9.5 FEET NORTH OF A TELEPHONE LINE POLE (NO 58) AND
 DS1174'IS ABOUT THE SAME ELEVATION AS THE STATION.
 DS1174'
 DS1174'MINNOW H.A.F.B. IS AN ALUMINUM DISK OF THE HOLLOMAN AIR FORCE BASE,
 DS1174'STAMPED MINNOW INST. H.A.F.B. 1952, SET IN THE TOP OF A ROUND
 DS1174'CONCRETE POST, 12 INCHES IN DIAMETER, THAT PROJECTS 2 INCHES ABOVE
 DS1174'THE GROUND.  IT IS 113.5 FEET NORTH-NORTHEAST OF THE WITNESS POST,
 DS1174'33 FEET NORTHWEST OF NORTHWEST CORNER OF THE BUILDING, 13 FEET
 DS1174'NORTHWEST OF THE CENTERLINE OF THE GRAVELED ROAD AND IS ABOUT
 DS1174'THE SAME ELEVATION AS THE STATION.
 DS1174'
 DS1174'RESULTS OF A SECOND ORDER TRAVERSE.
 DS1174'
 DS1174'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED HOLLIS 1966, SET IN THE
 DS1174'TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT PROJECTS
 DS1174'3 INCHES ABOVE THE GROUND.  IT IS 33 FEET EAST-SOUTHEAST OF THE
 DS1174'CENTERLINE OF A GRAVELED ROAD AND 3 FEET NORTHEAST OF A WITNESS
 DS1174'POST.
 DS1174
 DS1174                          STATION RECOVERY (1979)
 DS1174
 DS1174'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979 (AMT)
 DS1174'THE AREA WHERE THE MARK SHOULD BE HAS BEEN BUILT UP ABOUT 6 FEET
 DS1174'HIGHER AND THE MARK IS PROBABLY UNDER 6 FEET OF DIRT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0607 ***********************************************************************
 GN0607  DESIGNATION -  HOLLIS
 GN0607  PID         -  GN0607
 GN0607  STATE/COUNTY-  NM/SAN JUAN
 GN0607  USGS QUAD   -  THOMPSON MESA (1985)
 GN0607
 GN0607                         *CURRENT SURVEY CONTROL
 GN0607  ___________________________________________________________________
 GN0607* NAD 83(1992)-  36 29 10.21204(N)    107 40 05.75230(W)     ADJUSTED  
 GN0607* NAVD 88     -      2167.2    (meters)    7110.     (feet)  VERTCON   
 GN0607  ___________________________________________________________________
 GN0607  LAPLACE CORR-           3.07  (seconds)                    DEFLEC99
 GN0607  GEOID HEIGHT-         -20.59  (meters)                     GEOID03
 GN0607
 GN0607  HORZ ORDER  -  THIRD
 GN0607
 GN0607.The horizontal coordinates were established by classical geodetic methods
 GN0607.and adjusted by the National Geodetic Survey in December 1993..
 GN0607
 GN0607.The NAVD 88 height was computed by applying the VERTCON shift value to
 GN0607.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GN0607
 GN0607.The Laplace correction was computed from DEFLEC99 derived deflections.
 GN0607
 GN0607.The geoid height was determined by GEOID03.
 GN0607
 GN0607;                    North         East     Units Scale Factor Converg.
 GN0607;SPC NM W     -   608,477.439   844,790.099   MT  0.99991936   +0 05 53.4
 GN0607;SPC NM W     - 1,996,313.06  2,771,615.52   sFT  0.99991936   +0 05 53.4
 GN0607;UTM  13      - 4,041,184.917   260,974.854   MT  1.00030396   -1 35 14.6
 GN0607
 GN0607!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GN0607!SPC NM W     -   0.99966322  x   0.99991936  =   0.99958260
 GN0607!UTM  13      -   0.99966322  x   1.00030396  =   0.99996707
 GN0607
 GN0607:                Primary Azimuth Mark                     Grid Az
 GN0607:SPC NM W     -  PORKCHOP                                 115 34 43.9
 GN0607:UTM  13      -  PORKCHOP                                 117 15 51.9
 GN0607
 GN0607|---------------------------------------------------------------------|
 GN0607| PID    Reference Object                     Distance      Geod. Az  |
 GN0607|                                                           dddmmss.s |
 GN0607| GN0596 PORKCHOP                            APPROX. 7.5 KM 1154037.3 |
 GN0607|---------------------------------------------------------------------|
 GN0607
 GN0607                          SUPERSEDED SURVEY CONTROL
 GN0607
 GN0607  NAD 83(1992)-  36 29 10.20925(N)    107 40 05.75772(W) AD(       ) 3
 GN0607  NAD 83(1986)-  36 29 10.20841(N)    107 40 05.75889(W) AD(       ) 3
 GN0607  NAD 27      -  36 29 10.17350(N)    107 40 03.56112(W) AD(       ) 3
 GN0607  NGVD 29 (07/19/86) 2166.2    (m)         7107.     (f) VERT ANG       
 GN0607
 GN0607.Superseded values are not recommended for survey control.
 GN0607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0607.See file dsdata.txt to determine how the superseded data were derived.
 GN0607
 GN0607_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBA6097541185(NAD 83)
 GN0607_MARKER: DD = SURVEY DISK
 GN0607_SETTING: 0 = UNSPECIFIED SETTING
 GN0607_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GN0607
 GN0607  HISTORY     - Date     Condition        Report By
 GN0607  HISTORY     - 1956     MONUMENTED       USGS
 GN0607
 GN0607                          STATION DESCRIPTION
 GN0607
 GN0607'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 GN0607'STATION IS LOCATED APPROXIMATELY 23 MI. (AIRLINE) SE. OF BLOOMFIELD,
 GN0607'NEW MEXICO, 18 MI. (AIRLINE) SE. OF BLANCO, NEW MEXICO, ON BLANCO
 GN0607'MESA BETWEEN BLANCO WASH AND LARGO CANYON.
 GN0607'
 GN0607'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS 17 AND 44
 GN0607'IN BLOOMFIELD, NEW MEXICO, GO S. ON STATE HIGHWAY 44 FOR 24.4 MI. TO
 GN0607'TRACK RD. LEFT, WHICH IS 0.4 MI. SE. OF HUERFANO TRADING POST, TURN
 GN0607'LEFT ONTO TRACK RD. AND GO 1.7 MI. TO RD. FORK, TAKE RIGHT FORK AND
 GN0607'GO 5.6 MI. TO BLANCO WASH, CROSS WASH AND FOLLOW MAIN TRAVELED RD. IN
 GN0607'AN EASTERLY DIRECTION FOR 4.5 MI. TO TOP OF MESA AND RD. FORK, TAKE
 GN0607'LEFT FORK AND FOLLOW RD. N. ON MESA 4.5 MI. TO STATION SITE.  STATION
 GN0607'IS LOCATED 150 FT. W. OF RD. ON SMALL RISE.
 GN0607'
 GN0607'STATION MARK--STANDARD TABLET SET IN CONCRETE MONUMENT, STAMPED
 GN0607'---HOLLIS 1956---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1433 ***********************************************************************
 CX1433  DESIGNATION -  HOLLOMAN AFB ATLAS AREA TANK
 CX1433  PID         -  CX1433
 CX1433  STATE/COUNTY-  NM/OTERO
 CX1433  USGS QUAD   -  MALONE DRAW (1981)
 CX1433
 CX1433                         *CURRENT SURVEY CONTROL
 CX1433  ___________________________________________________________________
 CX1433* NAD 83(1992)-  32 55 14.40060(N)    106 04 02.59405(W)     ADJUSTED  
 CX1433* NAVD 88     -                                                        
 CX1433  ___________________________________________________________________
 CX1433  LAPLACE CORR-           6.52  (seconds)                    DEFLEC99
 CX1433  GEOID HEIGHT-         -22.55  (meters)                     GEOID03
 CX1433
 CX1433  HORZ ORDER  -  THIRD
 CX1433
 CX1433.The horizontal coordinates were established by classical geodetic methods
 CX1433.and adjusted by the National Geodetic Survey in December 1993..
 CX1433
 CX1433
 CX1433.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1433
 CX1433.The geoid height was determined by GEOID03.
 CX1433
 CX1433;                    North         East     Units Scale Factor Converg.
 CX1433;SPC NM C     -   212,968.868   517,079.310   MT  0.99990360   +0 05 57.3
 CX1433;SPC NM C     -   698,715.36  1,696,451.04   sFT  0.99990360   +0 05 57.3
 CX1433;UTM  13      - 3,642,997.386   400,197.610   MT  0.99972281   -0 34 48.5
 CX1433
 CX1433                          SUPERSEDED SURVEY CONTROL
 CX1433
 CX1433  NAD 83(1986)-  32 55 14.40778(N)    106 04 02.59807(W) AD(       ) 4
 CX1433  NAD 27      -  32 55 14.09200(N)    106 04 00.62800(W) AD(       ) 3
 CX1433
 CX1433.Superseded values are not recommended for survey control.
 CX1433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1433.See file dsdata.txt to determine how the superseded data were derived.
 CX1433
 CX1433_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDS0019842997(NAD 83)
 CX1433_MARKER: 53 = ELEVATED TANK
 CX1433_SETTING: 0 = UNSPECIFIED SETTING
 CX1433
 CX1433  HISTORY     - Date     Condition        Report By
 CX1433  HISTORY     - 1962     FIRST OBSERVED   CGS
 CX1433  HISTORY     - 1962     GOOD             CGS
 CX1433  HISTORY     - 1968     GOOD             CGS
 CX1433  HISTORY     - 1979     GOOD             NGS
 CX1433  HISTORY     - 1981     GOOD             NGS
 CX1433
 CX1433                          STATION DESCRIPTION
 CX1433
 CX1433'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (CAA)
 CX1433'STATION IS LOCATED ABOUT 6-1/2 MILES NORTH-NORTHEAST OF THE MAIN
 CX1433'GATE ENTRANCE TO HOLLOMAN AIR FORCE BASE AND ABOUT 2-1/2 MILES
 CX1433'NORTHEAST OF LITTON SYSTEMS NASA BUILDING.
 CX1433'
 CX1433'TO REACH FROM THE LITTON SYSTEMS NASA BUILDING, GO WEST 0.3 MILE
 CX1433'TO MAIN ROAD AND FIRE STATION BUILDING NO. 1266 ON WEST SIDE OF
 CX1433'ROAD, TURN RIGHT AND GO NORTH 0.15 MILE TO SIDE ROAD RIGHT,
 CX1433'CONTINUE STRAIGHT AHEAD NORTH FOR 1.0 MILE TO FORK, KEEP RIGHT MAIN
 CX1433'ROAD AND GO IN A NORTH-EASTERLY DIRECTION FOR 1.6 MILES TO A SIDE
 CX1433'ROAD RIGHT, TURN RIGHT AND GO EAST 0.8 MILE TO BUILDING NO.
 CX1433'1250 ON RIGHT AND STATION ON LEFT.
 CX1433'
 CX1433'STATION IS A MEDAL WATER TANK PAINTED RED AND WHITE, IS SUPPORTED
 CX1433'BY 6 LEGS AND IS APPROXIMATELY 150 FEET HIGH.
 CX1433'
 CX1433'POINT INTERSECTED WAS TOP AND CENTER.
 CX1433
 CX1433                          STATION RECOVERY (1962)
 CX1433
 CX1433'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (WTJ)
 CX1433'RECOVERED IN GOOD CONDITION AS DESCRIBED BY W.R.H., 1962.
 CX1433
 CX1433                          STATION RECOVERY (1968)
 CX1433
 CX1433'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JBJ)
 CX1433'THE STATION WAS RECOVERED AS DESCRIBED BY C.A. ANNIS IN 1962.
 CX1433
 CX1433                          STATION RECOVERY (1979)
 CX1433
 CX1433'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (VEN)
 CX1433'INTERSECTION STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.
 CX1433'
 CX1433'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--HOLLOMAN AFB.
 CX1433
 CX1433                          STATION RECOVERY (1981)
 CX1433
 CX1433'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (MLS)
 CX1433'RECOVERED AS DESCRIBED.
 CX1433'
 CX1433'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT HOLLOMAN AIR
 CX1433'FORCE BASE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1440 ***********************************************************************
 CX1440  DESIGNATION -  HOLLOMAN AFB CONTROL TOWER
 CX1440  PID         -  CX1440
 CX1440  STATE/COUNTY-  NM/OTERO
 CX1440  USGS QUAD   -  HOLLOMAN (1982)
 CX1440
 CX1440                         *CURRENT SURVEY CONTROL
 CX1440  ___________________________________________________________________
 CX1440* NAD 83(1992)-  32 50 21.61535(N)    106 05 29.20082(W)     ADJUSTED  
 CX1440* NAVD 88     -                                                        
 CX1440  ___________________________________________________________________
 CX1440  LAPLACE CORR-           5.14  (seconds)                    DEFLEC99
 CX1440  GEOID HEIGHT-         -22.79  (meters)                     GEOID03
 CX1440
 CX1440  HORZ ORDER  -  THIRD
 CX1440
 CX1440.The horizontal coordinates were established by classical geodetic methods
 CX1440.and adjusted by the National Geodetic Survey in December 1993..
 CX1440
 CX1440
 CX1440.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1440
 CX1440.The geoid height was determined by GEOID03.
 CX1440
 CX1440;                    North         East     Units Scale Factor Converg.
 CX1440;SPC NM C     -   203,946.514   514,842.825   MT  0.99990272   +0 05 09.5
 CX1440;SPC NM C     -   669,114.52  1,689,113.50   sFT  0.99990272   +0 05 09.5
 CX1440;UTM  13      - 3,634,003.751   397,854.833   MT  0.99972865   -0 35 30.9
 CX1440
 CX1440                          SUPERSEDED SURVEY CONTROL
 CX1440
 CX1440  NAD 83(1986)-  32 50 21.62284(N)    106 05 29.20445(W) AD(       ) 4
 CX1440  NAD 27      -  32 50 21.30300(N)    106 05 27.23900(W) AD(       ) 3
 CX1440
 CX1440.Superseded values are not recommended for survey control.
 CX1440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1440.See file dsdata.txt to determine how the superseded data were derived.
 CX1440
 CX1440_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS9785534004(NAD 83)
 CX1440_MARKER: 58 = CONTROL TOWER
 CX1440
 CX1440  HISTORY     - Date     Condition        Report By
 CX1440  HISTORY     - 1962     FIRST OBSERVED   CGS
 CX1440  HISTORY     - 1981     GOOD             NGS
 CX1440
 CX1440                          STATION DESCRIPTION
 CX1440
 CX1440'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (CAA)
 CX1440'STATION IS LOCATED ABOUT 1-1/2 MILES WEST-NORTHWEST OF MAIN GATE
 CX1440'ENTRANCE TO HOLLOMAN AIR FORCE BASE.
 CX1440'
 CX1440'TO REACH FROM THE MAIN GATE AT HOLLOMAN AIR FORCE BASE, GO
 CX1440'NORTHWEST ON FIRST STREET FOR 1.1 MILE TO DELEWARE AVENUE, TURN
 CX1440'LEFT AND GO SOUTHWESTERLY FOR 0.6 MILE TO EIGHT STREET (LEFT),
 CX1440'TURN RIGHT AND GO SOUTHWESTLY FOR 0.6 MILE TO EIGHT STREET (LEFT),
 CX1440'TURN RIGHT AND GO NORTHWEST THROUGH GATE AND GO 0.1 MILE TO
 CX1440'CONTROL TOWER.
 CX1440'
 CX1440'STATION IS A GLASSED IN CONTROL STRUCTURE WHICH IS ABOUT 70 FEET
 CX1440'HIGH, HAS TWO ANTENNAS ON TOP AND IS TAN AND SILVER COLOR.
 CX1440'
 CX1440'POINT INTERSECTED WAS TOP AND CENTER.
 CX1440
 CX1440                          STATION RECOVERY (1981)
 CX1440
 CX1440'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (MLS)
 CX1440'RECOVERED AS DESCRIBED.
 CX1440'
 CX1440'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT HOLLOMAN AIR
 CX1440'FORCE BASE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1443 ***********************************************************************
 CX1443  DESIGNATION -  HOLLOMAN AFB CONTROL TOWER
 CX1443  PID         -  CX1443
 CX1443  STATE/COUNTY-  NM/OTERO
 CX1443  USGS QUAD   -  HOLLOMAN (1982)
 CX1443
 CX1443                         *CURRENT SURVEY CONTROL
 CX1443  ___________________________________________________________________
 CX1443* NAD 83(1992)-  32 50 41.59338(N)    106 05 42.91347(W)     ADJUSTED  
 CX1443* NAVD 88     -                                                        
 CX1443  ___________________________________________________________________
 CX1443  LAPLACE CORR-           5.12  (seconds)                    DEFLEC99
 CX1443  GEOID HEIGHT-         -22.80  (meters)                     GEOID03
 CX1443
 CX1443  HORZ ORDER  -  THIRD
 CX1443
 CX1443.The horizontal coordinates were established by classical geodetic methods
 CX1443.and adjusted by the National Geodetic Survey in December 1993..
 CX1443
 CX1443
 CX1443.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1443
 CX1443.The geoid height was determined by GEOID03.
 CX1443
 CX1443;                    North         East     Units Scale Factor Converg.
 CX1443;SPC NM C     -   204,561.368   514,485.346   MT  0.99990259   +0 05 02.1
 CX1443;SPC NM C     -   671,131.75  1,687,940.67   sFT  0.99990259   +0 05 02.1
 CX1443;UTM  13      - 3,634,622.684   397,504.715   MT  0.99972953   -0 35 38.7
 CX1443
 CX1443                          SUPERSEDED SURVEY CONTROL
 CX1443
 CX1443  NAD 83(1986)-  32 50 41.60049(N)    106 05 42.91458(W) AD(       ) 4
 CX1443  NAD 27      -  32 50 41.28000(N)    106 05 40.95000(W) AD(       ) 3
 CX1443
 CX1443.Superseded values are not recommended for survey control.
 CX1443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1443.See file dsdata.txt to determine how the superseded data were derived.
 CX1443
 CX1443_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS9750534623(NAD 83)
 CX1443_MARKER: 58 = CONTROL TOWER
 CX1443
 CX1443  HISTORY     - Date     Condition        Report By
 CX1443  HISTORY     - 1943     FIRST OBSERVED   CGS
 CX1443  HISTORY     - 1952     GOOD             CGS
 CX1443  HISTORY     - 1962     SEE DESCRIPTION  CGS
 CX1443
 CX1443                          STATION DESCRIPTION
 CX1443
 CX1443'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (EHB)
 CX1443'THE TOWER IS LOCATED BETEEN THE LANDING STRIPS OR RUNWAYS AT THE
 CX1443'ALAMOGORDO AIR BASE, ABOUT 65-1/2 FEET E OF STATION CONTROL.
 CX1443'
 CX1443'THE TOWER AND CONTROL ROOM ARE BUILT OF WOOD.  THE TOWER IS
 CX1443'55 FEET HIGH, OVERALL, 24 FEET SQUARE AT THE BASE, AND CONTROL
 CX1443'ROOM IS ABOUT 20 FEET SQUARE.  THERE IS A SMALL SHED BUILT OF
 CX1443'WOOD INSIDE THE BASE OF THE TOWER.
 CX1443
 CX1443                          STATION RECOVERY (1952)
 CX1443
 CX1443'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (RLE)
 CX1443'THE STATION IS LOCATED NEAR THE CENTER OF THE AIRFIELD TO THE
 CX1443'NORTH OF THE MAIN BASE OF THE HOLLOMAN AIR FORCE BASE.  IT IS A
 CX1443'4 LEGGED WOODEN STRUCTURE SUPPORTING A 15 FOOT SQUARE BUILDING
 CX1443'AT ITS TOP.  (THE BUILDING IS ABOUT 15 FEET HIGH.) THERE IS A
 CX1443'SMALL SEARCH LIGHT AT THE APEX OF THE BUILDING ROOF.  THE OVERALL
 CX1443'HEIGHT IS ABOUT 65 FEET.
 CX1443'
 CX1443'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 70 AND
 CX1443'THE MAIN ENTRANCE TO THE HOLLOMAN AIR FORCE BASE, GO NORTH ON A
 CX1443'PAVED STREET FOR 1.15 MILES TO A CRSSROAD.  TURN LEFT AND GO
 CX1443'WEST ON A PAVED STREET FOR 0.65 MILE TO A CROSROAD, TURN RIGHT
 CX1443'AND GO NORTH ON THE MAIN ROAD FOR 0.5 MILE (CROSSING A RUNWAY)
 CX1443'TO THE STATION AS DESCRIBED.
 CX1443'
 CX1443'THE SEARCH LIGHT AT THE APEX OF THE BUILDING ROOF WAS OBSERVED.
 CX1443'
 CX1443'THE SAME STATION AS ALAMOGORDO AIR BASE, CONTROL TOWER, 1943.
 CX1443
 CX1443                          STATION RECOVERY (1962)
 CX1443
 CX1443'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (WTJ)
 CX1443'LOST.  THE OLD CONTROL TOWER HAS BEEN TORN DOWN AND A NEW ONE BUILT
 CX1443'IN A DIFFERENT LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1445 ***********************************************************************
 CX1445  DESIGNATION -  HOLLOMAN AFB WATER TANK
 CX1445  PID         -  CX1445
 CX1445  STATE/COUNTY-  NM/OTERO
 CX1445  USGS QUAD   -  HOLLOMAN (1982)
 CX1445
 CX1445                         *CURRENT SURVEY CONTROL
 CX1445  ___________________________________________________________________
 CX1445* NAD 83(1992)-  32 51 38.88751(N)    106 05 29.35344(W)     ADJUSTED  
 CX1445* NAVD 88     -                                                        
 CX1445  ___________________________________________________________________
 CX1445  LAPLACE CORR-           5.35  (seconds)                    DEFLEC99
 CX1445  GEOID HEIGHT-         -22.77  (meters)                     GEOID03
 CX1445
 CX1445  HORZ ORDER  -  THIRD
 CX1445
 CX1445.The horizontal coordinates were established by classical geodetic methods
 CX1445.and adjusted by the National Geodetic Survey in December 1993..
 CX1445
 CX1445
 CX1445.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1445
 CX1445.The geoid height was determined by GEOID03.
 CX1445
 CX1445;                    North         East     Units Scale Factor Converg.
 CX1445;SPC NM C     -   206,326.724   514,835.285   MT  0.99990271   +0 05 09.6
 CX1445;SPC NM C     -   676,923.59  1,689,088.76   sFT  0.99990271   +0 05 09.6
 CX1445;UTM  13      - 3,636,383.469   397,875.459   MT  0.99972860   -0 35 32.3
 CX1445
 CX1445                          SUPERSEDED SURVEY CONTROL
 CX1445
 CX1445  NAD 83(1986)-  32 51 38.89468(N)    106 05 29.35721(W) AD(       ) 4
 CX1445  NAD 27      -  32 51 38.57400(N)    106 05 27.39100(W) AD(       ) 3
 CX1445
 CX1445.Superseded values are not recommended for survey control.
 CX1445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1445.See file dsdata.txt to determine how the superseded data were derived.
 CX1445
 CX1445_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS9787536383(NAD 83)
 CX1445_MARKER: 53 = ELEVATED TANK
 CX1445
 CX1445  HISTORY     - Date     Condition        Report By
 CX1445  HISTORY     - 1952     FIRST OBSERVED   CGS
 CX1445  HISTORY     - 1962     GOOD             CGS
 CX1445  HISTORY     - 1962     GOOD             CGS
 CX1445  HISTORY     - 1968     GOOD             CGS
 CX1445  HISTORY     - 1979     GOOD             NGS
 CX1445  HISTORY     - 1981     GOOD             NGS
 CX1445
 CX1445                          STATION DESCRIPTION
 CX1445
 CX1445'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RLE)
 CX1445'THE STATION IS LOCATED AT THE NORTHEAST EDGE OF THE HOLLOMAN
 CX1445'AIR FORCE BASE AND ABOUT 300 YARDS EAST OF A NORTH-SOUTH
 CX1445'PAVED ROAD.  IT IS A 6 LEGGED STEEL STRUCTURE SUPPORTING THE
 CX1445'TANK PROPER.  IT HAS A CONICAL SHAPED ROOF WITH AN AIRWAY BEACON
 CX1445'AT THE APEX.  THE OVERALL HEIGHT IS ABOUT 135 FEET.
 CX1445'
 CX1445'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 70 AND
 CX1445'THE MAIN ENTRANCE TO THE HOLLOMAN AIR FORCE BASE, GO NORTH
 CX1445'ON A PAVED STREET FOR 1.15 MILES TO A CROSSROAD.  TURN RIGHT AND
 CX1445'FOLLOW A PAVED ROAD EAST AND NORTH FOR 1.1 MILES TO A GUARD
 CX1445'GATE AND A FORK, TAKE THE LEFT FORK AND GO NORTH FOR 0.5 MILE
 CX1445'TO THE STATION ON THE RIGHT AS DESCRIBED.
 CX1445'
 CX1445'THE AIRWAY BEACON AT THE APEX OF THE TANK ROOF WAS OBSERVED.
 CX1445
 CX1445                          STATION RECOVERY (1962)
 CX1445
 CX1445'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (WTJ)
 CX1445'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 CX1445
 CX1445                          STATION RECOVERY (1962)
 CX1445
 CX1445'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CAA)
 CX1445'STATION IS LOCATED ABOUT 2-1/2 MILES NORTH-NORTHWEST OF THE MAIN
 CX1445'GATE TO HOLLOMAN AIR FORCE BASE AND JUST NORTHWEST OF TRANSPORTATION
 CX1445'CORPS AIRCRAFT FIELD MAINTENANCE BUILDING.
 CX1445'
 CX1445'TO REACH FROM THE MAIN GATE AT HOLLOMAN AIR FORCE BASE, GO NORTHWEST
 CX1445'ON FIRST STREET FOR 1.1 MILES TO DELEWARE AVENUE, TURN RIGHT AND
 CX1445'GO NORTHEASTERLY ON DELEWARE AVENUE FOR 0.3 MILE TO FORK, KEEP LEFT
 CX1445'AND GO NORTHERLY FOR 1.0 MILE TO SIDE ROAD LEFT, TURN LEFT AND GO
 CX1445'WEST 0.45 MILE TO TRANSPORTATION CORPS AIRCRAFT FIELD MAINTENANCE
 CX1445'BUILDINGS ON LEFT AND STATION ON RIGHT.
 CX1445'
 CX1445'STATION IS A METAL WATER TANK PAINTED RED AND WHITE, IS APPROXIMATELY
 CX1445'110 FEET HIGH, IS SUPPORTED BY 6 LEGS AND HAS A BEACON LIGHT ON TOP
 CX1445'(OFF CENTER).
 CX1445'
 CX1445'POINT INTERSECTED WAS TOP AND CENTER.
 CX1445
 CX1445                          STATION RECOVERY (1968)
 CX1445
 CX1445'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JBJ)
 CX1445'THE STATION WAS RECOVERED AS DESCRIBED BY R.L. ENGDAHL IN 1952.
 CX1445
 CX1445                          STATION RECOVERY (1979)
 CX1445
 CX1445'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (VEN)
 CX1445'INTERSECTION STATION WAS RECOVERED AS DESCRIBED EXCEPT THAT THE
 CX1445'AIRWAY BEACON IS OFFSET FROM THE APEX OF THE TANK.
 CX1445'
 CX1445'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--HOLLOMAN AFB.
 CX1445
 CX1445                          STATION RECOVERY (1981)
 CX1445
 CX1445'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (MLS)
 CX1445'RECOVERED AS DESCRIBED.
 CX1445'
 CX1445'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT HOLLOMAN AIR
 CX1445'FORCE BASE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0904 ***********************************************************************
 DR0904  DESIGNATION -  HONDO
 DR0904  PID         -  DR0904
 DR0904  STATE/COUNTY-  NM/CHAVES
 DR0904  USGS QUAD   -  BLACKWATER HILL (1988)
 DR0904
 DR0904                         *CURRENT SURVEY CONTROL
 DR0904  ___________________________________________________________________
 DR0904* NAD 83(1992)-  33 22 32.70048(N)    104 47 39.85447(W)     ADJUSTED  
 DR0904* NAVD 88     -      1302.4    (meters)    4273.     (feet)  VERTCON   
 DR0904  ___________________________________________________________________
 DR0904  LAPLACE CORR-          -4.12  (seconds)                    DEFLEC99
 DR0904  GEOID HEIGHT-         -22.65  (meters)                     GEOID03
 DR0904
 DR0904  HORZ ORDER  -  FIRST
 DR0904
 DR0904.The horizontal coordinates were established by classical geodetic methods
 DR0904.and adjusted by the National Geodetic Survey in December 1993..
 DR0904
 DR0904.The NAVD 88 height was computed by applying the VERTCON shift value to
 DR0904.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DR0904
 DR0904.The Laplace correction was computed from DEFLEC99 derived deflections.
 DR0904
 DR0904.The geoid height was determined by GEOID03.
 DR0904
 DR0904;                    North         East     Units Scale Factor Converg.
 DR0904;SPC NM E     -   263,518.356   122,098.747   MT  0.99993177   -0 15 13.1
 DR0904;SPC NM E     -   864,559.81    400,585.64   sFT  0.99993177   -0 15 13.1
 DR0904;SPC NM C     -   264,367.593   635,442.851   MT  1.00012610   +0 48 03.2
 DR0904;SPC NM C     -   867,346.01  2,084,782.09   sFT  1.00012610   +0 48 03.2
 DR0904;UTM  13      - 3,692,962.773   519,124.114   MT  0.99960451   +0 06 47.2
 DR0904
 DR0904!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR0904!SPC NM E     -   0.99979913  x   0.99993177  =   0.99973091
 DR0904!SPC NM C     -   0.99979913  x   1.00012610  =   0.99992520
 DR0904!UTM  13      -   0.99979913  x   0.99960451  =   0.99940372
 DR0904
 DR0904|---------------------------------------------------------------------|
 DR0904| PID    Reference Object                     Distance      Geod. Az  |
 DR0904|                                                           dddmmss.s |
 DR0904| CJ7494 HONDO RM 1                           12.006 METERS 05545     |
 DR0904| CJ7493 HONDO AZ MK                                        2561220.9 |
 DR0904| DR0946 EL CAPITAN MOUNTAIN                 APPROX.49.9 KM 2984826.0 |
 DR0904| CJ7495 HONDO RM 2                           14.643 METERS 31511     |
 DR0904|---------------------------------------------------------------------|
 DR0904
 DR0904                          SUPERSEDED SURVEY CONTROL
 DR0904
 DR0904  NAD 83(1986)-  33 22 32.70428(N)    104 47 39.84913(W) AD(       ) 1
 DR0904  NAD 27      -  33 22 32.35110(N)    104 47 37.94960(W) AD(       ) 1
 DR0904  NGVD 29 (12/31/91) 1301.8    (m)         4271.     (f) VERT ANG       
 DR0904
 DR0904.Superseded values are not recommended for survey control.
 DR0904.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0904.See file dsdata.txt to determine how the superseded data were derived.
 DR0904
 DR0904_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES1912492963(NAD 83)
 DR0904_MARKER: DS = TRIANGULATION STATION DISK
 DR0904_SETTING: 80 = SET IN A BOULDER
 DR0904_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 DR0904_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR0904
 DR0904  HISTORY     - Date     Condition        Report By
 DR0904  HISTORY     - 1935     MONUMENTED       CGS
 DR0904  HISTORY     - 1959     GOOD             USGS
 DR0904
 DR0904                          STATION DESCRIPTION
 DR0904
 DR0904'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 DR0904'ABOUT 16 MILES WEST OF ROSWELL, IN PASTURE LAND ON A HIGH RIDGE,
 DR0904'THE HIGHEST RIDGE THAT IS CROSSED BY U.S. HIGHWAY 70, 35.6 FEET
 DR0904'NORTH OF THE RIGHT-OF-WAY FENCE ON THE NORTH SIDE OF THE HIGHWAY,
 DR0904'53.95 FEET NORTHEAST OF RIGHT-OF-WAY MARKER 755+00 IN THE ABOVE
 DR0904'FENCE, AND 99.52 FEET NORTHEAST OF RIGHT-OF-WAY MARKER 754+47.6
 DR0904'IN THE ABOVE FENCE.  TO REACH THE STATION FROM THE INTERSECTION
 DR0904'OF MAIN AND SECOND STREETS IN ROSWELL, GO WEST ON SECOND STREET
 DR0904'(U.S. HIGHWAY 70) 12.0 MILES TO A CONCRETE BRIDGE ON THE
 DR0904'HIGHWAY.  CONTINUE WEST ON THE HIGHWAY 1.5 MILES TO A LARGE
 DR0904'BRIDGE ON THE HIGHWAY, PASS OVER BRIDGE AND CONTINUE ON
 DR0904'THE HIGHWAY 1.8 MILES TO THE TOP OF GRADE WHERE THE HIGHWAY
 DR0904'PASSES THROUGH A CUT ABOUT 6 FEET DEEP.  THE STATION IS 12
 DR0904'YARDS NORTH OF THE RIGHT-OF-WAY FENCE ON THE NORTH SIDE OF
 DR0904'THE ROAD AT THIS POINT.  THE STATION IS MARKED WITH A STANDARD
 DR0904'DISK SET IN A BOULDER.  THE REFERENCE
 DR0904'MARKS ARE STANDARD DISKS SET IN BOULDERS.
 DR0904'NO. 1 IS 42.3 FEET NORTH OF THE ABOVE-MENTIONED
 DR0904'RIGHT-OF-WAY FENCE, AND IS 39.39 FEET FROM STATION
 DR0904'N 55 DEG 46 MIN E, AND NO. 2 IS 48.0 FEET NORTH OF
 DR0904'RIGHT-OF-WAY MARKER 755+00, AND IS 48.04 FEET FROM THE STATION
 DR0904'N 44 DEG 49 MIN W.  THE AZIMUTH MARK, A STANDARD DISK
 DR0904'SET IN CONCRETE, IS 3 FEET NORTH OF
 DR0904'THE RIGHT-OF-WAY FENCE ON THE NORTH SIDE OF U.S. HIGHWAY 70,
 DR0904'AND IS AT A POINT 2 FEET NORTH OF RIGHT-OF-WAY MARKER 656+50, AND
 DR0904'IT IS 1.8 MILES FROM THE STATION S 76 DEG 12 MIN W.
 DR0904
 DR0904                          STATION RECOVERY (1959)
 DR0904
 DR0904'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 DR0904'RECOVERED BY USGS IN 1955 AS DESCRIBED.  USGS DESCRIPTION FOLLOWS
 DR0904'
 DR0904'STATION IS LOCATED APPROXIMATELY 13 MI. W. OF ROSWELL, CHAVES COUNTY,
 DR0904'NEW MEXICO, 1120.58 FT. S. 16 DEGREES 06 MINUTES W. OF THE NW. CORNER
 DR0904'SECTION 11, T 11 S, R 21 E, N.M.P.M., 35.6 FT. N. OF THE RIGHT-OF-WAY
 DR0904'FENCE ON THE N. SIDE OF U.S. HIGHWAY 380 AND 70 AND ON THE HIGHEST
 DR0904'POINT IN THE VICINITY WHICH IS CROSSED BY THE HIGHWAY.
 DR0904'
 DR0904'TO REACH STATION FROM THE JUNCTION OF MAIN STREET AND U.S. HIGHWAY 380
 DR0904'IN ROSWELL, NEW MEXICO, FOLLOW HIGHWAY 380 W. FOR 13.3 MI. TO TOP OF
 DR0904'GRADE WHERE HIGHWAY PASSES THROUGH A CUT APPROXIMATELY 6 FT. DEEP.
 DR0904'STATION IS ON N. SIDE OF HIGHWAY AT HIGHEST POINT.
 DR0904'
 DR0904'RECOVERED BY USGS IN 1959.  STATION MARK AS FOLLOWS
 DR0904'
 DR0904'STATION MARK--STEM OF STANDARD DISK SET IN A FLAT BOULDER MEASURING 12
 DR0904'IN. X 12 IN. AND PROJECTING 0.2 FT. ABOVE GROUND.  STANDARD DISK HAS
 DR0904'BEEN BROKEN AND REMOVED.  THE STEM PROJECTS ABOUT 1/2 IN. ABOVE DRILL
 DR0904'HOLE, A STANDARD USC AND GS BRONZE TABLET STAMPED---HONDO---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0707 ***********************************************************************
 FN0707  DESIGNATION -  HONDO
 FN0707  PID         -  FN0707
 FN0707  STATE/COUNTY-  NM/SANTA FE
 FN0707  USGS QUAD   -  SANTA FE (1993)
 FN0707
 FN0707                         *CURRENT SURVEY CONTROL
 FN0707  ___________________________________________________________________
 FN0707* NAD 83(1992)-  35 38 02.68229(N)    105 55 33.39460(W)     ADJUSTED  
 FN0707* NAVD 88     -      2184.2    (meters)    7166.     (feet)  VERTCON   
 FN0707  ___________________________________________________________________
 FN0707  LAPLACE CORR-          11.02  (seconds)                    DEFLEC99
 FN0707  GEOID HEIGHT-         -18.43  (meters)                     GEOID03
 FN0707
 FN0707  HORZ ORDER  -  SECOND
 FN0707
 FN0707.The horizontal coordinates were established by classical geodetic methods
 FN0707.and adjusted by the National Geodetic Survey in December 1993..
 FN0707
 FN0707.The NAVD 88 height was computed by applying the VERTCON shift value to
 FN0707.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FN0707
 FN0707.The Laplace correction was computed from DEFLEC99 derived deflections.
 FN0707
 FN0707.The geoid height was determined by GEOID03.
 FN0707
 FN0707;                    North         East     Units Scale Factor Converg.
 FN0707;SPC NM C     -   513,964.252   529,349.676   MT  0.99991061   +0 11 19.7
 FN0707;SPC NM C     - 1,686,231.05  1,736,708.06   sFT  0.99991061   +0 11 19.7
 FN0707;UTM  13      - 3,943,758.342   416,161.961   MT  0.99968661   -0 32 22.2
 FN0707
 FN0707!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FN0707!SPC NM C     -   0.99966019  x   0.99991061  =   0.99957083
 FN0707!UTM  13      -   0.99966019  x   0.99968661  =   0.99934691
 FN0707
 FN0707:                Primary Azimuth Mark                     Grid Az
 FN0707:SPC NM C     -  HONDO AZ MK                              149 36 16.5
 FN0707:UTM  13      -  HONDO AZ MK                              150 19 58.4
 FN0707
 FN0707|---------------------------------------------------------------------|
 FN0707| PID    Reference Object                     Distance      Geod. Az  |
 FN0707|                                                           dddmmss.s |
 FN0707| CJ7496 HONDO AZ MK                                        1494736.2 |
 FN0707| CJ7497 HONDO RM 1                           10.814 METERS 24202     |
 FN0707| CJ7498 HONDO RM 2                            9.999 METERS 34212     |
 FN0707|---------------------------------------------------------------------|
 FN0707
 FN0707                          SUPERSEDED SURVEY CONTROL
 FN0707
 FN0707  NAD 83(1986)-  35 38 02.68521(N)    105 55 33.39908(W) AD(       ) 2
 FN0707  NAD 27      -  35 38 02.56880(N)    105 55 31.32630(W) AD(       ) 2
 FN0707  NGVD 29 (07/19/86) 2183.1    (m)         7162.     (f) VERT ANG       
 FN0707
 FN0707.Superseded values are not recommended for survey control.
 FN0707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0707.See file dsdata.txt to determine how the superseded data were derived.
 FN0707
 FN0707_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV1616243758(NAD 83)
 FN0707_MARKER: DS = TRIANGULATION STATION DISK
 FN0707_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FN0707
 FN0707  HISTORY     - Date     Condition        Report By
 FN0707  HISTORY     - 1953     MONUMENTED       CGS
 FN0707  HISTORY     - 1976     SEE DESCRIPTION  NGS
 FN0707  HISTORY     - 1985     MARK NOT FOUND   VAILCO
 FN0707
 FN0707                          STATION DESCRIPTION
 FN0707
 FN0707'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (WRH)
 FN0707'THE STATION IS LOCATED AIRLINE, ABOUT 3 MILES SOUTH-SOUTHEAST
 FN0707'OF SANTA FE, ALONG THE WEST SIDE OF U.S. HIGHWAY 84, 85 AND
 FN0707'285 AT A CUT IN THE HIGHWAY.
 FN0707'
 FN0707'THE STATION IS A STANDARD DISK STAMPED HONDO 1953 SET IN THE
 FN0707'TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS ABOUT
 FN0707'3 INCHES ABOVE THE GROUND.  IT IS 70 FEET WEST OF THE CENTER
 FN0707'LINE OF THE HIGHWAY.
 FN0707'
 FN0707'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED HONDO
 FN0707'NO 1 1953 SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 FN0707'WHICH PROJECTS ABOUT 3 INCHES ABOVE THE GROUND AND IS ABOUT
 FN0707'THE SAME ELEVATION AS THE STATION.  IT IS 1 FOOT EAST OF A
 FN0707'NORTH-SOUTH FENCE LINE.
 FN0707'
 FN0707'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED HONDO
 FN0707'NO 2 1953 SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 FN0707'WHICH PROJECTS ABOUT 3 INCHES ABOVE THE GROUND AND IS ABOUT
 FN0707'THE SAME ELEVATION AS THE STATION.  IT IS 70 FEET WEST OF THE
 FN0707'CENTER LINE OF THE HIGHWAY.
 FN0707'
 FN0707'THE AZIMUTH MARK IS A STANDARD DISK STAMPED HONDO 1953 SET IN
 FN0707'THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 FN0707'ABOUT 4 INCHES ABOVE THE GROUND.  IT IS 69 FEET EAST OF THE
 FN0707'CENTER LINE OF THE HIGHWAY.
 FN0707'
 FN0707'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON U.S.
 FN0707'HIGHWAY 84, 85 AND 285 FOR 0.35 MILE TO A CUT IN THE HIGHWAY
 FN0707'AND THE AZIMUTH MARK ON THE LEFT, EAST SIDE.
 FN0707'
 FN0707'TO REACH THE STATION FROM THE CORONADO STATION POST OFFICE
 FN0707'IN THE SOUTHWEST PART OF SANTA FE, GO WEST ON THE TRUCK BY
 FN0707'PASS FOR 0.9 MILE.  TURN RIGHT AND GO SOUTH ON U.S. HIGHWAY
 FN0707'84, 85 AND 285 FOR 2.7 MILES TO A CUT IN THE HIGHWAY AND THE
 FN0707'STATION ON THE RIGHT, WEST SIDE.
 FN0707'
 FN0707'HEIGHT OF LIGHT ABOVE STATION MARK 1.36 METERS.
 FN0707
 FN0707                          STATION RECOVERY (1976)
 FN0707
 FN0707'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 FN0707'THE AZIMUTH MARK AND REFERENCE MARK NUMBER 1 WERE THE ONLY MARKS
 FN0707'FOUND IN GOOD CONDITION.  THE STATION SURFACE MARK WITH DISK IN TOP
 FN0707'WAS FOUND ABOUT 200 FEET SOUTH OF ITS ORIGINAL POINT LYING ON TOP
 FN0707'OF THE GROUND.
 FN0707'
 FN0707'THE BANK ON WHICH THE STATION WAS ESTABLISHED HAS BEEN LOWERED TO THE
 FN0707'HIGHWAY LEVEL.
 FN0707
 FN0707                          STATION RECOVERY (1985)
 FN0707
 FN0707'RECOVERY NOTE BY VAIL COMPANY 1985 (RAV)
 FN0707'STATION NOT RECOVERED.
 FN0707'
 FN0707'REFERENCE MARK NO. 1 AND AZIMUTH MARK RECOVERED.  STATION AND
 FN0707'REFERENCE MARK NO. 2 APARENTLY DESTROYED BY WIDENING OF ROADWAY.
 FN0707'UNDERGROUND MARK NOT SEARCHED FOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0866 ***********************************************************************
 CV0866  DESIGNATION -  HOOPER
 CV0866  PID         -  CV0866
 CV0866  STATE/COUNTY-  NM/LEA
 CV0866  USGS QUAD   -  EAST LAKE (1984)
 CV0866
 CV0866                         *CURRENT SURVEY CONTROL
 CV0866  ___________________________________________________________________
 CV0866* NAD 83(1992)-  32 15 21.73506(N)    103 16 26.17680(W)     ADJUSTED  
 CV0866* NAVD 88     -      1050.42   (+/-2cm)    3446.3    (feet)  VERTCON   
 CV0866  ___________________________________________________________________
 CV0866  LAPLACE CORR-           5.16  (seconds)                    DEFLEC99
 CV0866  GEOID HEIGHT-         -23.30  (meters)                     GEOID03
 CV0866
 CV0866  HORZ ORDER  -  SECOND
 CV0866  VERT ORDER  -  THIRD ? (See Below)
 CV0866
 CV0866.The horizontal coordinates were established by classical geodetic methods
 CV0866.and adjusted by the National Geodetic Survey in February 1996..
 CV0866
 CV0866.The NAVD 88 height was computed by applying the VERTCON shift value to
 CV0866.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CV0866.The vertical order pertains to the NGVD 29 superseded value.
 CV0866
 CV0866.The Laplace correction was computed from DEFLEC99 derived deflections.
 CV0866
 CV0866.The geoid height was determined by GEOID03.
 CV0866
 CV0866;                    North         East     Units Scale Factor Converg.
 CV0866;SPC NM E     -   139,749.760   264,819.804   MT  1.00003193   +0 33 55.6
 CV0866;SPC NM E     -   458,495.67    868,829.64   sFT  1.00003193   +0 33 55.6
 CV0866;UTM  13      - 3,570,123.418   662,591.762   MT  0.99992601   +0 55 17.1
 CV0866
 CV0866!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CV0866!SPC NM E     -   0.99983875  x   1.00003193  =   0.99987068
 CV0866!UTM  13      -   0.99983875  x   0.99992601  =   0.99976478
 CV0866
 CV0866|---------------------------------------------------------------------|
 CV0866| PID    Reference Object                     Distance      Geod. Az  |
 CV0866|                                                           dddmmss.s |
 CV0866| CH9591 HOOPER RM 1                          13.948 METERS 09246     |
 CV0866| CH9590 HOOPER AZ MK                                       1184425.5 |
 CV0866| CC0778 FORT WORTH EL PASO AWY BCN 19       APPROX.61.8 KM 1414313.4 |
 CV0866| CC0793 FORT WORTH EL PASO AWY BCN 17       APPROX.53.6 KM 1883722.2 |
 CV0866| CH9592 HOOPER RM 2                          13.896 METERS 19811     |
 CV0866|---------------------------------------------------------------------|
 CV0866
 CV0866                          SUPERSEDED SURVEY CONTROL
 CV0866
 CV0866  NAD 83(1992)-  32 15 21.73563(N)    103 16 26.17638(W) AD(       ) 2
 CV0866  NAD 83(1986)-  32 15 21.74076(N)    103 16 26.17577(W) AD(       ) 2
 CV0866  NAD 27      -  32 15 21.28100(N)    103 16 24.49500(W) AD(       ) 2
 CV0866  NGVD 29 (07/19/86) 1049.98   (m)         3444.8    (f) LEVELING    3  
 CV0866
 CV0866.Superseded values are not recommended for survey control.
 CV0866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0866.See file dsdata.txt to determine how the superseded data were derived.
 CV0866
 CV0866_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFR6259270123(NAD 83)
 CV0866_MARKER: DS = TRIANGULATION STATION DISK
 CV0866_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0866
 CV0866  HISTORY     - Date     Condition        Report By
 CV0866  HISTORY     - 1935     MONUMENTED       CGS
 CV0866  HISTORY     - 1947     GOOD             PHILIP
 CV0866  HISTORY     - 1968     GOOD             USAF
 CV0866
 CV0866                          STATION DESCRIPTION
 CV0866
 CV0866'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 CV0866'ABOUT 10 MILES NORTH-NORTHEAST OF JAL, 14 MILES SOUTH-SOUTHWEST
 CV0866'OF EUNICE, ON A LARGE AND BROAD SAND DUNE, THE HIGHEST POINT IN
 CV0866'THE VICINITY, APPROXIMATELY IN SE 1/4 SEC. 32, T. 23 S., R. 36
 CV0866'E., 0.3 MILE EAST OF A NORTH-SOUTH FENCE.  TO REACH THE STATION
 CV0866'FROM EUNICE POST OFFICE GO SOUTH ON JAL ROAD 11.3 MILES TO
 CV0866'RAILROAD CROSSING AND 3 SECTION HOUSES, GO EAST 0.8 MILE AND
 CV0866'GENERALLY SOUTH 1.2 MILES ON MAIN ROAD TO CROSSROAD OF WHICH A
 CV0866'RANCH IS ABOUT 1 MILE EAST-NORTHEAST, TURN RIGHT OFF MAIN ROAD
 CV0866'AND GO SOUTHWEST ON TRACK ROAD 0.3 MILE TO RAILROAD, CROSS TRACKS
 CV0866'CONTINUE WEST 0.3 MILE, PASS THROUGH GATE, CONTINUE WEST 1.0
 CV0866'MILE TO NORTH-SOUTH PIPE LINE, CONTINUE WEST 1.3 MILES,
 CV0866'PASS THROUGH GATE IN EAST-WEST FENCE, TAKE LEFT FORK, GO
 CV0866'WEST 0.1 MILE TO RANCH, GO WEST 0.4 MILE ON MAIN ROAD, TAKE
 CV0866'LEFT FORK, GO 0.1 MILE TO CROSSROADS 150 YARDS SOUTH OF RANCH,
 CV0866'GO STRAIGHT AHEAD (WEST) 0.8 MILE TO PIPE LINE, CONTINUE
 CV0866'WEST 0.2 MILE, PASS THROUGH GATE, CONTINUE WEST 1.0 MILE, TURN
 CV0866'LEFT AND GO SOUTH ACROSS COUNTRY ALONG EAST SIDE OF FENCE
 CV0866'0.5 MILE, TURN LEFT AND GO EAST ACROSS COUNTRY 0.3 MILE TO TOP OF
 CV0866'HILL AND STATION SITE.  THE SURFACE, UNDERGROUND, REFERENCE,
 CV0866'AND AZIMUTH MARKS ARE STANDARD DISKS SET IN CONCRETE.
 CV0866'REFERENCE MARK NO. 1 IS 45.76
 CV0866'FEET FROM STATION S 87 DEG 14 MIN E, AND NO. 2 IS
 CV0866'45.59 FEET FROM STATION S 18 DEG 11 MIN W.  THE AZIMUTH
 CV0866'MARK IS IN AN EAST-WEST FENCE AT A POINT 130 YARDS EAST OF A
 CV0866'NORTHWEST FENCE CORNER, 0.25 MILE FROM STATION
 CV0866'S 61 DEG 15 MIN E.
 CV0866
 CV0866                          STATION RECOVERY (1947)
 CV0866
 CV0866'RECOVERY NOTE BY PHILLIPS PETROLEUM COMPANY 1947 (MPB)
 CV0866'STATION, AZIMUTH, AND BOTH REFERENCE MARKS IN PERFECT CONDITION
 CV0866'AS DESCRIBED.
 CV0866'
 CV0866'STATION MARK IS STAMPED HOOPER 1935.
 CV0866
 CV0866                          STATION RECOVERY (1968)
 CV0866
 CV0866'RECOVERY NOTE BY US AIR FORCE 1968
 CV0866'STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION.  FOLLOWING
 CV0866'IS A NEW AND COMPLETE ROUTE DESCRIPTION--
 CV0866'
 CV0866'TO REACH FROM THE INTERSECTION OF AVE J AND STATE ROAD LOOP 18,
 CV0866'JUST WEST OF THE U.S. POST OFFICE IN EUNICE, N.M., GO SOUTH ON
 CV0866'S.R. LOOP 18 FOR 2.75 MILES TO A PAVED ROAD TO THE RIGHT.  TURN
 CV0866'RIGHT AND GO WEST FOR 6.35 MILES TO A GRADED ROAD TO THE LEFT.
 CV0866'TURN LEFT ACROSS A CATTLE GUARD AND GO SOUTH FOR 9.65 MILES
 CV0866'TO A CROSSROAD.  TURN RIGHT AND GO (WEST) ON A SANDY ROAD FOR
 CV0866'0.3 MILES TO A FORK.  TAKE THE LEFT FORK AND STAY ON MAIN ROAD
 CV0866'WINDING WESTERLY FOR 1.25 MILES TO A CROSSROAD.  CONTINUE WEST
 CV0866'FOR 0.8 MILES TO THE AZIMUTH MARK ON THE LEFT.  (AZIMUTH MARK
 CV0866'IS ABOUT 25 FEET SOUTH OF CENTER LINE OF ROAD AND 2 FT SOUTH
 CV0866'OF AN EAST WEST FENCE).  FROM THE AZIMUTH MARK CONTINUE WEST
 CV0866'FOR 0.25 MILES TO A FORK.  TAKE THE RIGHT FORK AND GO N.W.
 CV0866'FOR 0.15 MILES TO A FENCE AROUND 2 WOODEN STORAGE TANKS.  FROM
 CV0866'HERE WALK SW 150 FT TO THE TOP OF THE HILL AND THE STATION ON
 CV0866'THE HIGHEST POINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0450 ***********************************************************************
 FN0450  DESIGNATION -  HOOVER
 FN0450  PID         -  FN0450
 FN0450  STATE/COUNTY-  NM/SAN MIGUEL
 FN0450  USGS QUAD   -  TENAJA MESA (1967)
 FN0450
 FN0450                         *CURRENT SURVEY CONTROL
 FN0450  ___________________________________________________________________
 FN0450* NAD 83(1992)-  35 18 39.67628(N)    104 11 43.38196(W)     ADJUSTED  
 FN0450* NAVD 88     -      1624.2    (meters)    5329.     (feet)  VERTCON   
 FN0450  ___________________________________________________________________
 FN0450  LAPLACE CORR-          -2.47  (seconds)                    DEFLEC99
 FN0450  GEOID HEIGHT-         -22.30  (meters)                     GEOID03
 FN0450
 FN0450  HORZ ORDER  -  SECOND
 FN0450
 FN0450.The horizontal coordinates were established by classical geodetic methods
 FN0450.and adjusted by the National Geodetic Survey in December 1993..
 FN0450
 FN0450.The NAVD 88 height was computed by applying the VERTCON shift value to
 FN0450.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FN0450
 FN0450.The Laplace correction was computed from DEFLEC99 derived deflections.
 FN0450
 FN0450.The geoid height was determined by GEOID03.
 FN0450
 FN0450;                    North         East     Units Scale Factor Converg.
 FN0450;SPC NM E     -   478,089.597   177,544.180   MT  0.99991103   +0 04 47.1
 FN0450;SPC NM E     - 1,568,532.29    582,492.86   sFT  0.99991103   +0 04 47.1
 FN0450;UTM  13      - 3,907,831.893   573,144.454   MT  0.99966593   +0 27 54.4
 FN0450
 FN0450!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FN0450!SPC NM E     -   0.99974863  x   0.99991103  =   0.99965969
 FN0450!UTM  13      -   0.99974863  x   0.99966593  =   0.99941465
 FN0450
 FN0450|---------------------------------------------------------------------|
 FN0450| PID    Reference Object                     Distance      Geod. Az  |
 FN0450|                                                           dddmmss.s |
 FN0450| CJ7503 HOOVER RM 1                          20.868 METERS 10601     |
 FN0450| CJ7502 HOOVER AZ MK                                       1954620.4 |
 FN0450| CJ7504 HOOVER RM 2                          19.681 METERS 21853     |
 FN0450|---------------------------------------------------------------------|
 FN0450
 FN0450                          SUPERSEDED SURVEY CONTROL
 FN0450
 FN0450  NAD 83(1986)-  35 18 39.68455(N)    104 11 43.37752(W) AD(       ) 2
 FN0450  NAD 27      -  35 18 39.50300(N)    104 11 41.46690(W) AD(       ) 2
 FN0450  NGVD 29 (07/19/86) 1623.5    (m)         5326.     (f) VERT ANG       
 FN0450
 FN0450.Superseded values are not recommended for survey control.
 FN0450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0450.See file dsdata.txt to determine how the superseded data were derived.
 FN0450
 FN0450_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEV7314407832(NAD 83)
 FN0450_MARKER: DS = TRIANGULATION STATION DISK
 FN0450_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FN0450
 FN0450  HISTORY     - Date     Condition        Report By
 FN0450  HISTORY     - 1960     MONUMENTED       CGS
 FN0450
 FN0450                          STATION DESCRIPTION
 FN0450
 FN0450'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (HWK)
 FN0450'THE STATION IS APPROXIMATELY 28 MILES WEST OF TUCUMCARI,
 FN0450'16 MILES NORTHWEST OF MONTOYA, 5 MILES SOUTH OF THE CONCHAS
 FN0450'DAM, ON THE MOST NORTHWESTERN POINT OF A HIGH, FLAT-TOPPED
 FN0450'MESA KNOWN AS MESA RICA, ON PROPERTY OWNED BY MRS. THOMAS
 FN0450'HOOVER.
 FN0450'
 FN0450'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 66
 FN0450'AND STATE HIGHWAY 129 IN NEWKIRK, GO NORTH ON HIGHWAY 129
 FN0450'FOR 10.7 MILES TO A LOCKED GATE (WITH A U.S. GOVT. SIGN) ON
 FN0450'THE RIGHT ABOUT 0.2 MILE BEFORE REACHING THE END OF THE PAVEMENT.
 FN0450'TURN RIGHT AND GO EAST AND NORTH ON A PAVED ROAD 4.0 MILES
 FN0450'TO A U.S. GOVERNMENT INSTALLATION AND A TRACK ROAD ON THE RIGHT.
 FN0450'TURN RIGHT AND GO SOUTHEAST ON A TRACK ROAD 0.5 MILE TO A
 FN0450'T-ROAD.  BEAR RIGHT AND GO SOUTHEASTERLY 0.6 MILE TO A CORRAL.
 FN0450'GO THROUGH CORRAL, PASSING THROUGH TWO STEEL GATES AND GO 0.1
 FN0450'MILE TO THE END OF A FENCE.  TURN SHARP LEFT AND GO
 FN0450'NORTHERLY ALONG A FENCE 3.3 MILES TO A DIM TRACK ROAD ON THE
 FN0450'RIGHT WHICH LEADS TO A WINDMILL.  CONTINUE STRAIGHT
 FN0450'AHEAD AND FOLLOW THE MAIN TRACK ROAD 2.2 MILES TO THE AZIMUTH
 FN0450'MARK ON THE RIGHT.  CONTINUE STRAIGHT AHEAD 0.35 MILE
 FN0450'TO THE STATION ON THE NORTHWEST POINT OF THE MESA.
 FN0450'
 FN0450'STATION MARKS ARE STANDARD DISKS STAMPED HOOVER 1960.  THE
 FN0450'SURFACE DISK IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS
 FN0450'3 INCHES.  IT IS 183 FEET EAST OF THE CENTER OF THE TRACK
 FN0450'ROAD, 112 FEET WEST OF THE EAST RIM OF THE MESA, 63 PACES
 FN0450'SOUTHWEST OF A FENCE AND 5.8 FEET EAST OF A WITNESS POST.
 FN0450'THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE
 FN0450'12 INCHES BELOW THE SURFACE OF THE GROUND.
 FN0450'
 FN0450'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED HOOVER NO 1 1960,
 FN0450'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.
 FN0450'IT IS 44 FEET WEST OF THE EAST RIM OF THE MESA AND 15 FEET
 FN0450'SOUTHWEST OF A LONE JUNIPER TREE.
 FN0450'
 FN0450'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED HOOVER NO 2 1960,
 FN0450'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.
 FN0450'IT IS 110 FEET WEST OF THE EAST RIM OF THE MESA AND 62 FEET
 FN0450'NORTHEAST OF A LONE JUNIPER TREE.
 FN0450'
 FN0450'AZIMUTH MARK IS A STANDARD DISK STAMPED HOOVER 1960, SET IN
 FN0450'A SQUARE CONCRETE POST WHICH PROJECTS 7 INCHES.  IT IS 27 FEET
 FN0450'EAST OF THE CENTER OF THE TRACK ROAD AND 2.5 FEET NORTH
 FN0450'OF A METAL WITNESS POST.
 FN0450'
 FN0450'NOTE--REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1432 ***********************************************************************
 GL1432  DESIGNATION -  HOOVER
 GL1432  PID         -  GL1432
 GL1432  STATE/COUNTY-  NM/UNION
 GL1432  USGS QUAD   -  RARDIN HILL (1972)
 GL1432
 GL1432                         *CURRENT SURVEY CONTROL
 GL1432  ___________________________________________________________________
 GL1432* NAD 83(1992)-  36 35 41.04159(N)    103 03 55.18611(W)     ADJUSTED  
 GL1432* NAVD 88     -      1499.4    (meters)    4919.     (feet)  VERTCON   
 GL1432  ___________________________________________________________________
 GL1432  LAPLACE CORR-          -6.07  (seconds)                    DEFLEC99
 GL1432  GEOID HEIGHT-         -22.25  (meters)                     GEOID03
 GL1432
 GL1432  HORZ ORDER  -  FIRST
 GL1432
 GL1432.The horizontal coordinates were established by classical geodetic methods
 GL1432.and adjusted by the National Geodetic Survey in November 1994..
 GL1432
 GL1432.The NAVD 88 height was computed by applying the VERTCON shift value to
 GL1432.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GL1432
 GL1432.The Laplace correction was computed from DEFLEC99 derived deflections.
 GL1432
 GL1432.The geoid height was determined by GEOID03.
 GL1432
 GL1432;                    North         East     Units Scale Factor Converg.
 GL1432;SPC NM E     -   621,254.783   278,455.709   MT  1.00006763   +0 45 21.6
 GL1432;SPC NM E     - 2,038,233.40    913,566.77   sFT  1.00006763   +0 45 21.6
 GL1432;SPC OK N     -   188,764.613   146,962.757   MT  0.99997315   -2 59 21.4
 GL1432;SPC OK N     -   619,305.23    482,160.31   sFT  0.99997315   -2 59 21.4
 GL1432;SPC TX N     - 1,288,983.976    59,920.208   MT  1.00012194   -0 54 25.8
 GL1432;SPC TX N     - 4,228,941.59    196,588.22   sFT  1.00012194   -0 54 25.8
 GL1432;UTM  13      - 4,051,658.608   673,058.233   MT  0.99996899   +1 09 13.1
 GL1432
 GL1432!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GL1432!SPC NM E     -   0.99976823  x   1.00006763  =   0.99983585
 GL1432!SPC OK N     -   0.99976823  x   0.99997315  =   0.99974139
 GL1432!SPC TX N     -   0.99976823  x   1.00012194  =   0.99989014
 GL1432!UTM  13      -   0.99976823  x   0.99996899  =   0.99973723
 GL1432
 GL1432|---------------------------------------------------------------------|
 GL1432| PID    Reference Object                     Distance      Geod. Az  |
 GL1432|                                                           dddmmss.s |
 GL1432| CM8795 HOOVER RM 2                           9.380 METERS 07644     |
 GL1432| GL1455 TEXLINE W TEX UTIL CO WATER TK      APPROX.24.6 KM 1711110.0 |
 GL1432| GL1467 CLAYTON MUNICIPAL TANK              APPROX.19.6 KM 2130311.7 |
 GL1432| CM8794 HOOVER RM 1                          10.990 METERS 33911     |
 GL1432|---------------------------------------------------------------------|
 GL1432
 GL1432                          SUPERSEDED SURVEY CONTROL
 GL1432
 GL1432  NAD 83(1992)-  36 35 41.04289(N)    103 03 55.18760(W) AD(       ) 1
 GL1432  NAD 83(1986)-  36 35 41.05212(N)    103 03 55.18106(W) AD(       ) 1
 GL1432  NAD 27      -  36 35 40.95900(N)    103 03 53.42800(W) AD(       ) 1
 GL1432  NGVD 29 (07/19/86) 1498.7    (m)         4917.     (f) VERT ANG       
 GL1432
 GL1432.Superseded values are not recommended for survey control.
 GL1432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1432.See file dsdata.txt to determine how the superseded data were derived.
 GL1432
 GL1432_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA7305851659(NAD 83)
 GL1432_MARKER: DS = TRIANGULATION STATION DISK
 GL1432_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL1432
 GL1432  HISTORY     - Date     Condition        Report By
 GL1432  HISTORY     - 1922     MONUMENTED       CGS
 GL1432  HISTORY     - 1931     SEE DESCRIPTION  CGS
 GL1432  HISTORY     - 1966     GOOD             USGS
 GL1432  HISTORY     - 1970     GOOD             USGS
 GL1432
 GL1432                          STATION DESCRIPTION
 GL1432
 GL1432'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 GL1432'STATION IS ABOUT 16 MILES NE OF CLAYTON, 3-1/2 MILES E AND
 GL1432'2 MILES S FROM SENECA POST OFFICE ON HIGHEST POINT OF HILL
 GL1432'IN WESTERN HALF OF SEC. 11, T 27 N, R 36 E, 120 METERS (394 FEET)
 GL1432'W OF FENCE, ON LAND OWNED BY O.T. CAMPBELL.
 GL1432'
 GL1432'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 GL1432'DISKS SET IN CONCRETE.
 GL1432'IN 1931 THE SURFACE MARK WAS FOUND TO HAVE BEEN DESTROYED,
 GL1432'AND A NEW SURFACE MARK WAS SET.
 GL1432'
 GL1432'REFERENCE MARK NO. 1 IS 9.396 METERS (30.83 FEET) FROM STATION,
 GL1432'N 20 DEG 48 MIN W.  REFERENCE MARK NO. 2 IS 10.965
 GL1432'METERS (35.97 FEET) FROM STATION, N 76 DEG 44 MIN E.
 GL1432'
 GL1432'FOLLOWING BEARINGS ARE FROM STATION--CLAYTON, MUNICIPAL WATER
 GL1432'TANK, FINIAL, S 33 DEG 03 MIN W.  TEXLINE, WEST TEXAS
 GL1432'UTILITIES COMPANY, WATER TANK, S 08 DEG 49 MIN E.
 GL1432'
 GL1432'TO REACH STATION FROM CLAYTON GO S ON FIRST STREET, THEN E
 GL1432'3.2 MILES ON STATE HIGHWAY 18 TO A TURN TO N, THEN N 10.8 MILES
 GL1432'TO ROAD TO E AT ROADWAY STORE AND FILLING STATION, THENCE
 GL1432'E 3.0 MILES, THROUGH A GATE AND S ALONG SECTION LINE 1.0
 GL1432'MILE TO FENCE CORNER JUST BEYOND HOUSE, AND FROM FENCE CORNER
 GL1432'SE 0.6 MILE TO HIGHEST POINT OF HILL AND STATION.  ELEVATION
 GL1432'OF STATION 1,500.1 METERS (4,922 FEET).
 GL1432
 GL1432                          STATION RECOVERY (1966)
 GL1432
 GL1432'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 GL1432'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 GL1432
 GL1432                          STATION RECOVERY (1970)
 GL1432
 GL1432'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970 (FJG)
 GL1432'THIS STATION WAS NOT OCCUPIED IN 1970 THEREFORE DIRECTIONS
 GL1432'AND DISTANCES TO THE REFERENCE MARKS WERE NOT OBSERVED.
 GL1432'
 GL1432'STATION AND REFERENCE MARKS WERE FOUND, IN GOOD CONDITION.
 GL1432'
 GL1432'THE TO REACH DESCRIPTION IS ADEQUATE EXCEPT AS FOLLOWS--
 GL1432'
 GL1432'1.  DELETE AT ROADWAY STORE AND FILLING STATION.
 GL1432'
 GL1432'2.  DELETE JUST BEYOND HOUSE.
 GL1432'
 GL1432'STATION MARK IS A USC AND GS BRONZE DISK SET IN A CONCRETE
 GL1432'POST STAMPED HOOVER 1922.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0894 ***********************************************************************
 DR0894  DESIGNATION -  HOP
 DR0894  PID         -  DR0894
 DR0894  STATE/COUNTY-  NM/CHAVES
 DR0894  USGS QUAD   -  KINCAID RANCH (1955)
 DR0894
 DR0894                         *CURRENT SURVEY CONTROL
 DR0894  ___________________________________________________________________
 DR0894* NAD 83(1992)-  33 02 17.51388(N)    104 39 15.82728(W)     ADJUSTED  
 DR0894* NAVD 88     -      1209.     (meters)    3967.     (feet)  SCALED    
 DR0894  ___________________________________________________________________
 DR0894  LAPLACE CORR-          -4.44  (seconds)                    DEFLEC99
 DR0894  GEOID HEIGHT-         -22.72  (meters)                     GEOID03
 DR0894
 DR0894  HORZ ORDER  -  SECOND
 DR0894
 DR0894.The horizontal coordinates were established by classical geodetic methods
 DR0894.and adjusted by the National Geodetic Survey in December 1993..
 DR0894
 DR0894.The orthometric height was scaled from a topographic map.
 DR0894
 DR0894.The Laplace correction was computed from DEFLEC99 derived deflections.
 DR0894
 DR0894.The geoid height was determined by GEOID03.
 DR0894
 DR0894;                    North         East     Units Scale Factor Converg.
 DR0894;SPC NM E     -   226,035.357   135,011.216   MT  0.99992018   -0 10 30.2
 DR0894;SPC NM E     -   741,584.33    442,949.30   sFT  0.99992018   -0 10 30.2
 DR0894;UTM  13      - 3,655,574.687   532,271.003   MT  0.99961284   +0 11 18.3
 DR0894
 DR0894!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR0894!SPC NM E     -   0.99981386  x   0.99992018  =   0.99973405
 DR0894!UTM  13      -   0.99981386  x   0.99961284  =   0.99942677
 DR0894
 DR0894:                Primary Azimuth Mark                     Grid Az
 DR0894:SPC NM E     -  HOP AZ MK                                004 50 43.2
 DR0894:UTM  13      -  HOP AZ MK                                004 28 54.7
 DR0894
 DR0894|---------------------------------------------------------------------|
 DR0894| PID    Reference Object                     Distance      Geod. Az  |
 DR0894|                                                           dddmmss.s |
 DR0894| CJ7505 HOP AZ MK                                          0044013.0 |
 DR0894| CJ7506 HOP RM 1                             16.210 METERS 14620     |
 DR0894| CJ7507 HOP RM 2                             19.224 METERS 23351     |
 DR0894|---------------------------------------------------------------------|
 DR0894
 DR0894                          SUPERSEDED SURVEY CONTROL
 DR0894
 DR0894  NAD 83(1986)-  33 02 17.51993(N)    104 39 15.82037(W) AD(       ) 2
 DR0894  NAD 27      -  33 02 17.14100(N)    104 39 13.92800(W) AD(       ) 2
 DR0894
 DR0894.Superseded values are not recommended for survey control.
 DR0894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0894.See file dsdata.txt to determine how the superseded data were derived.
 DR0894
 DR0894_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES3227155575(NAD 83)
 DR0894_MARKER: DS = TRIANGULATION STATION DISK
 DR0894_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 DR0894_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR0894
 DR0894  HISTORY     - Date     Condition        Report By
 DR0894  HISTORY     - 1943     MONUMENTED       CGS
 DR0894  HISTORY     - 1955     GOOD             USGS
 DR0894  HISTORY     - 1955     GOOD             USGS
 DR0894
 DR0894                          STATION DESCRIPTION
 DR0894
 DR0894'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (EHB)
 DR0894'STATION IS LOCATED 26 MILES AIRLINE SSW OF ROSWELL, AND 19.5
 DR0894'MILES AIRLINE NW OF ARTESIA, ON THE CREST OF A PROMINENT
 DR0894'RIDGE 1.5 MILES S OF THE HOPKINS RANCHHOUSE.  IT IS 80 FEET S OF
 DR0894'A TRACK ROAD, AND 10 FEET S OF A 4- BY 4-INCH WOODEN MARKER
 DR0894'POST.  A BRONZE STATION DISK SET IN A ROUND CONCRETE POST,
 DR0894'STAMPED HOP 1943.
 DR0894'
 DR0894'REFERENCE MARK 1 IS SE OF THE STATION.  A BRONZE REFERENCE
 DR0894'DISK SET IN A ROUND CONCRETE POST FLUSH WITH THE GROUND, STAMPED
 DR0894'HOP NO 1 1943.
 DR0894'
 DR0894'REFERENCE MARK 2 IS SW OF THE STATION.  A BRONZE REFERENCE
 DR0894'DISK SET IN A ROUND CONCRETE POST FLUSH WITH THE GROUND,
 DR0894'STAMPED HOP NO 2 1943.
 DR0894'
 DR0894'AZIMUTH MARK IS 0.9 MILE N OF THE STATION, 48 FEET W OF THE
 DR0894'CENTER LINE OF A TRACK ROAD, AND 3 FEET S OF A 4- BY 4-INCH
 DR0894'WOODEN MARKER POST.  A BRONZE AZIMUTH DISK SET IN A ROUND
 DR0894'CONCRETE POST FLUSH WITH THE GROUND, STAMPED HOP 1943.
 DR0894'
 DR0894'TO REACH FROM THE CHAVES COUNTY COURTHOUSE IN ROSEWELL, GO
 DR0894'S ON STATE HIGHWAY 13 FOR 10.8 MILES TO A CROSS ROAD AT THE NE
 DR0894'CORNER OF THE ROSWELL ARMY AIR BASE.  CONTINUE S ON STATE HIGHWAY
 DR0894'13 FOR 12.9 MILES TO THE JUNCTION OF HIGHWAY 13 AND THE HAGERMAN
 DR0894'ROAD.  CONTINUE ON HIGHWAY 13 FOR 0.25 MILE TO FORKS.  TAKE
 DR0894'LEFT FORK AND GO 1.7 MILES TO THE HOPKINS RANCHHOUSE, CIRCLE
 DR0894'TO LEFT AROUND W SIDE OF HOUSE THEN THROUGH A GATE AT S SIDE
 DR0894'OF CORRAL AND FOLLOW DIM TRACK ROAD S 1.5 MILES TO DIM CROSS
 DR0894'ROAD NEAR TOP OF RIDGE.  TURN RIGHT AND FOLLOW DIM TRACK ROAD
 DR0894'W FOR 0.15 MILE TO HIGHEST POINT OF RIDGE AND STATION.
 DR0894'
 DR0894'HEIGHT OF LIGHT ABOVE STATION MARK-6 METERS.
 DR0894
 DR0894                          STATION RECOVERY (1955)
 DR0894
 DR0894'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 DR0894'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.  HOPKINS RANCH
 DR0894'IN DESCRIPTIONS HAS CHANGED OWNERSHIP-IT IS NOW THE KINCAID
 DR0894'RANCH.
 DR0894
 DR0894                          STATION RECOVERY (1955)
 DR0894
 DR0894'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 DR0894'DESCRIPTION AND POSITION LISTED IN NGS QUAD 33104-3, STATION 1018.
 DR0894'
 DR0894'RECOVERED BY USGS IN 1947 AS DESCRIBED.  USGS DESCRIPTION FOLLOWS
 DR0894'
 DR0894'STATION IS LOCATED IN SEC. 4, T 15 S, R 23 E, ABOUT 2400 FT. W. OF
 DR0894'THE E. LINE AND ABOUT 600 FT. N. OF THE S. LINE.  ABOUT 24 MI. S. AND
 DR0894'8 MI. W. OF ROSWELL, NEW MEXICO.  ABOUT 15 MI. W. AND 13 MI. N. OF
 DR0894'ARTESIA, NEW MEXICO.  ON CREST OF A PROMINENT RIDGE OVERLOOKING
 DR0894'COTTONWOOD CREEK.  ABOUT 1.5 MI. S. OF THE HOPKINS RANCH HOUSE MILL.
 DR0894'A STANDARD STATION TABLET STAMPED---HOP 1943---, CEMENTED IN A
 DR0894'CONCRETE POST SET FLUSH WITH GROUND.
 DR0894'
 DR0894'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAYS 380 AND 285 IN
 DR0894'ROSWELL, NEW MEXICO, FOLLOW 285 SE. FOR 5.7 MI. TO JUNCTION OF STATE
 DR0894'HIGHWAY 13.  TURN DUE S. ON HIGHWAY 13 AND FOLLOW MAIN RD. FOR ABOUT
 DR0894'25.5 MI. TO A FENCE LINE S. ABOUT 1/2 MI. W. OF HOPKINS RANCH HOUSE
 DR0894'TURN S. ALONG FENCE FOR 1/2 MI. TO A T-FENCE E. AND A GATE, PASS
 DR0894'THROUGH GATE AND TAKE TRAIL RD. SE. FOR 0.8 MI. TO A DIM RD. JUNCTION
 DR0894'IN SMALL SADDLE.  TURN W. ON TRAIL RD. FOR ABOUT 850 FT., STATION IS
 DR0894'150 FT. S. OF RD.
 DR0894'
 DR0894'RECOVERY NOTE BY USGS, 1955--STATION RECOVERED IN GOOD CONDITION AS
 DR0894'DESCRIBED.  HOPKINS RANCH IN DESCRIPTIONS HAS CHANGED OWNERSHIP--IT
 DR0894'IS NOW THE KINCAID RANCH.
 DR0894'
 DR0894'STATION MARK--A STANDARD STATION DISK STAMPED---HOP 1943---, CEMENTED
 DR0894'IN TOP OF CONCRETE POST SET FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ1081 ***********************************************************************
 EQ1081  DESIGNATION -  HOP 2
 EQ1081  PID         -  EQ1081
 EQ1081  STATE/COUNTY-  NM/SOCORRO
 EQ1081  USGS QUAD   -  MAGDALENA (1985)
 EQ1081
 EQ1081                         *CURRENT SURVEY CONTROL
 EQ1081  ___________________________________________________________________
 EQ1081* NAD 83(1992)-  34 03 00.89939(N)    107 10 52.19230(W)     ADJUSTED  
 EQ1081* NAVD 88     -      3007.1    (meters)    9866.     (feet)  VERTCON   
 EQ1081  ___________________________________________________________________
 EQ1081  LAPLACE CORR-          -2.24  (seconds)                    DEFLEC99
 EQ1081  GEOID HEIGHT-         -21.63  (meters)                     GEOID03
 EQ1081
 EQ1081  HORZ ORDER  -  THIRD
 EQ1081
 EQ1081.The horizontal coordinates were established by classical geodetic methods
 EQ1081.and adjusted by the National Geodetic Survey in December 1993..
 EQ1081
 EQ1081.The NAVD 88 height was computed by applying the VERTCON shift value to
 EQ1081.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EQ1081
 EQ1081.The Laplace correction was computed from DEFLEC99 derived deflections.
 EQ1081
 EQ1081.The geoid height was determined by GEOID03.
 EQ1081
 EQ1081;                    North         East     Units Scale Factor Converg.
 EQ1081;SPC NM C     -   338,618.309   414,032.426   MT  0.99999107   -0 31 17.1
 EQ1081;SPC NM C     - 1,110,950.24  1,358,371.38   sFT  0.99999107   -0 31 17.1
 EQ1081;UTM  13      - 3,769,873.879   298,674.583   MT  1.00009967   -1 13 18.1
 EQ1081
 EQ1081!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EQ1081!SPC NM C     -   0.99953155  x   0.99999107  =   0.99952263
 EQ1081!UTM  13      -   0.99953155  x   1.00009967  =   0.99963117
 EQ1081
 EQ1081:                Primary Azimuth Mark                     Grid Az
 EQ1081:SPC NM C     -  MAGDALENA PEAK 2                         185 54 56.7
 EQ1081:UTM  13      -  MAGDALENA PEAK 2                         186 36 57.7
 EQ1081
 EQ1081|---------------------------------------------------------------------|
 EQ1081| PID    Reference Object                     Distance      Geod. Az  |
 EQ1081|                                                           dddmmss.s |
 EQ1081| DS1461 MAGDALENA PEAK 2                    APPROX. 6.6 KM 1852339.6 |
 EQ1081|---------------------------------------------------------------------|
 EQ1081
 EQ1081                          SUPERSEDED SURVEY CONTROL
 EQ1081
 EQ1081  NAD 83(1986)-  34 03 00.90431(N)    107 10 52.19447(W) AD(       ) 3
 EQ1081  NGVD 29 (04/24/90) 3006.1    (m)         9863.     (f) VERT ANG       
 EQ1081
 EQ1081.Superseded values are not recommended for survey control.
 EQ1081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ1081.See file dsdata.txt to determine how the superseded data were derived.
 EQ1081
 EQ1081_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBT9867569874(NAD 83)
 EQ1081_MARKER: DS = TRIANGULATION STATION DISK
 EQ1081_SETTING: 0 = UNSPECIFIED SETTING
 EQ1081_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EQ1081
 EQ1081  HISTORY     - Date     Condition        Report By
 EQ1081  HISTORY     - 1957     MONUMENTED       USGS
 EQ1081
 EQ1081                          STATION DESCRIPTION
 EQ1081
 EQ1081'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 EQ1081'NOTE--THE 1905 STATION --HOP--, MARKED WITH A BRONZE TABLET, WAS NOT
 EQ1081'RECOVERED, AND HAS THEREFORE BEEN ABANDONED.
 EQ1081'
 EQ1081'HOP-2 1957--ESTABLISHED BY USGS IN 1957 IS DESCRIBED AS FOLLOWS
 EQ1081'
 EQ1081'STATION IS ON A BARE KNOB ON SUMMIT OF MAGDALENA MOUNTAINS ABOUT 6 MI.
 EQ1081'(AIRLINE) SE. OF MAGDALENA, NEW MEXICO.  PEAK IS KNOWN LOCALLY AS
 EQ1081'NORTH BALDY.  HORSES CAN BE RIDDEN TO STATION SITE BY TRAILS FROM
 EQ1081'EITHER HOP CANYON OR WATER CANYON.
 EQ1081'
 EQ1081'TO REACH STATION FROM MAGDALENA-SAN MATEO RANGER STATION, CIBOLA
 EQ1081'NATIONAL FOREST, DRIVE S. ON PAVED RD. 2.1 MI. TO RAILROAD SIDING AND
 EQ1081'CAR LOADING PLATFORMS - OLD SMELTER SITE - TAKE LEFT FORK ON MAIN
 EQ1081'TRAVELED RD. SE. FOR 1.5 MI. TO OLD MINING TOWN OF KELLY, TURN RIGHT
 EQ1081'AT CATHOLIC CHURCH FOR 0.1 MI. TO FORKS, TAKE RIGHT FORK STRAIGHT
 EQ1081'AHEAD - LINCHBERG MINE ROAD FOR 1.2 MI. TO FORKS - TAKE RIGHT FORK
 EQ1081'STRAIGHT AHEAD ON MAIN TRAVELED RD. FOR 1.0 MI. TO TUNNEL ENTRANCE
 EQ1081'AND END OF TRUCK TRAVEL.  PACK GENERALLY SE. UP TRAIL PAST OLD MILL
 EQ1081'SITE FOR ABOUT 0.5 MI., HERE BEAR RIGHT AT SPRING UP TRAIL IN SMALL
 EQ1081'DRAW.  CONTINUE ON TRAIL GENERALLY SE. TO HIGHEST SUMMIT IN SIGHT AND
 EQ1081'STATION SITE.  ABOUT 2 HOUR PACK.
 EQ1081'
 EQ1081'STATION MARK--STANDARD TABLET SET IN OUTCROPPING OF BEDROCK
 EQ1081'STAMPED---HOP-2, 1957---.
 EQ1081'
 EQ1081'REFERENCE MARKS--NONE SET.
 EQ1081'
 EQ1081'NOTE--THE U.S. COAST AND GEODETIC SURVEY STATION --NORTH BALDY
 EQ1081'MOUNTAIN-- LISTED ON GEOGRAPHIC POSITION SHEET 212, WAS NOT HELD
 EQ1081'SINCE THERE IS NO AVAILABLE DESCRIPTION FOR THE POINT USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS1273 ***********************************************************************
 DS1273  DESIGNATION -  HOPE
 DS1273  PID         -  DS1273
 DS1273  STATE/COUNTY-  NM/SOCORRO
 DS1273  USGS QUAD   -  GREENS BABER WELL (1981)
 DS1273
 DS1273                         *CURRENT SURVEY CONTROL
 DS1273  ___________________________________________________________________
 DS1273* NAD 83(1992)-  33 38 48.72923(N)    106 35 08.92973(W)     ADJUSTED  
 DS1273* NAVD 88     -      1431.14   (+/-2cm)    4695.3    (feet)  VERTCON   
 DS1273  ___________________________________________________________________
 DS1273  LAPLACE CORR-           2.39  (seconds)                    DEFLEC99
 DS1273  GEOID HEIGHT-         -22.43  (meters)                     GEOID03
 DS1273
 DS1273  HORZ ORDER  -  SECOND
 DS1273  VERT ORDER  -  THIRD ? (See Below)
 DS1273
 DS1273.The horizontal coordinates were established by classical geodetic methods
 DS1273.and adjusted by the National Geodetic Survey in December 1993..
 DS1273
 DS1273.The NAVD 88 height was computed by applying the VERTCON shift value to
 DS1273.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DS1273.The vertical order pertains to the NGVD 29 superseded value.
 DS1273
 DS1273.The Laplace correction was computed from DEFLEC99 derived deflections.
 DS1273
 DS1273.The geoid height was determined by GEOID03.
 DS1273
 DS1273;                    North         East     Units Scale Factor Converg.
 DS1273;SPC NM C     -   293,539.361   468,851.171   MT  0.99991196   -0 11 09.8
 DS1273;SPC NM C     -   963,053.72  1,538,222.55   sFT  0.99991196   -0 11 09.8
 DS1273;UTM  13      - 3,724,130.427   352,943.015   MT  0.99986661   -0 52 43.7
 DS1273
 DS1273!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS1273!SPC NM C     -   0.99977889  x   0.99991196  =   0.99969087
 DS1273!UTM  13      -   0.99977889  x   0.99986661  =   0.99964553
 DS1273
 DS1273|---------------------------------------------------------------------|
 DS1273| PID    Reference Object                     Distance      Geod. Az  |
 DS1273|                                                           dddmmss.s |
 DS1273| CD3029 HOPE RM 1                            22.763 METERS 00022     |
 DS1273| CD3030 HOPE RM 2                            23.054 METERS 10226     |
 DS1273| DS1276 LUKE                                APPROX. 1.8 KM 3093727.9 |
 DS1273|---------------------------------------------------------------------|
 DS1273
 DS1273                          SUPERSEDED SURVEY CONTROL
 DS1273
 DS1273  NAD 83(1986)-  33 38 48.73637(N)    106 35 08.93227(W) AD(       ) 2
 DS1273  NAD 27      -  33 38 48.48078(N)    106 35 06.88537(W) AD(       ) 2
 DS1273  NGVD 29 (07/19/86) 1430.46   (m)         4693.1    (f) LEVELING    3  
 DS1273
 DS1273.Superseded values are not recommended for survey control.
 DS1273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS1273.See file dsdata.txt to determine how the superseded data were derived.
 DS1273
 DS1273_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT5294324130(NAD 83)
 DS1273_MARKER: DS = TRIANGULATION STATION DISK
 DS1273_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS1273
 DS1273  HISTORY     - Date     Condition        Report By
 DS1273  HISTORY     - 1969     MONUMENTED       CGS
 DS1273
 DS1273                          STATION DESCRIPTION
 DS1273
 DS1273'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JCC)
 DS1273'STATION IS LOCATED IN THE 90 MILE AREA OF THE WHITE SANDS MISSILE
 DS1273'RANGE ABOUT 13.0 MILES SOUTH-SOUTHEAST OF THE STALLION RANGE CENTER
 DS1273'AND 11.0 MILES NORTHWEST OF MOCKINGBIRD GAP.
 DS1273'
 DS1273'STATION IS REACHED AS FOLLOWS--FROM STALLION RANGE CENTER GO SOUTH ON
 DS1273'WSMR ROUTE 7 FOR 13.6 MILES TO THE JUNCTION OF WSMR ROUTE 20.  TURN
 DS1273'RIGHT AND FOLLOW WSMR ROUTE 20 WESTERLY 2.7 MILES TO A SIDE ROAD ON
 DS1273'THE RIGHT.  TURN RIGHT AND FOLLOW ROAD NORTHERLY 0.4 MILE TO
 DS1273'BUILDING NO. H 4177 (LOCALLY KNOWN AS SUGAR 86) AND STATION ON
 DS1273'NORTH SIDE OF CROSS ROAD.
 DS1273'
 DS1273'STATION, STAMPED HOPE 1964, IS A STANDARD USC AND GS BRONZE DISK
 DS1273'SET IN THE TOP OF AN 11-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 DS1273'ABOUT 3-INCHES ABOVE THE GROUND.  IT IS 237 FEET NORTH OF THE
 DS1273'INTERSECTION OF ROADS, 212 FEET NORTHEAST OF THE NORTHWEST CORNER
 DS1273'OF BUILDING NO. H 4177, 65 FEET EAST OF THE CENTERLINE OF THE
 DS1273'NORTH-SOUTH ROAD AND ABOUT THE SAME ELEVATION AS THE ROAD.
 DS1273'
 DS1273'R.M. NO. 1, STAMPED HOPE NO 1 1964, IS A STANDARD USC AND GS BRONZE
 DS1273'DISK SET IN THE TOP OF AN 11-INCH SQUARE CONCRETE MONUMENT THAT
 DS1273'PROJECTS ABOUT 3-INCHES ABOVE THE GROUND.  IT IS 63 FEET EAST OF
 DS1273'THE CENTERLINE OF A NORTH-SOUTH ROAD AND ABOUT THE SAME ELEVATION
 DS1273'AS THE ROAD.
 DS1273'
 DS1273'R.M. NO. 2, STAMPED HOPE NO 2 1964, IS A STANDARD USC AND GS BRONZE
 DS1273'DISK SET IN THE TOP OF AN 11-INCH SQUARE CONCRETE MONUMENT THAT
 DS1273'PROJECTS ABOUT 3-INCHES ABOVE THE GROUND.  IT IS 240 FEET NORTH OF
 DS1273'ROAD INTERSECTION AND ABOUT THE SAME ELEVATION AS THE ROADS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0828 ***********************************************************************
 CW0828  DESIGNATION -  HOPE
 CW0828  PID         -  CW0828
 CW0828  STATE/COUNTY-  NM/EDDY
 CW0828  USGS QUAD   -  HOLT TANK (1978)
 CW0828
 CW0828                         *CURRENT SURVEY CONTROL
 CW0828  ___________________________________________________________________
 CW0828* NAD 83(1992)-  32 44 48.54537(N)    104 46 49.43779(W)     ADJUSTED  
 CW0828* NAVD 88     -      1314.8    (meters)    4314.     (feet)  VERTCON   
 CW0828  ___________________________________________________________________
 CW0828  LAPLACE CORR-          -5.09  (seconds)                    DEFLEC99
 CW0828  GEOID HEIGHT-         -22.45  (meters)                     GEOID03
 CW0828
 CW0828  HORZ ORDER  -  SECOND
 CW0828
 CW0828.The horizontal coordinates were established by classical geodetic methods
 CW0828.and adjusted by the National Geodetic Survey in December 1993..
 CW0828
 CW0828.The NAVD 88 height was computed by applying the VERTCON shift value to
 CW0828.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CW0828
 CW0828.The Laplace correction was computed from DEFLEC99 derived deflections.
 CW0828
 CW0828.The geoid height was determined by GEOID03.
 CW0828
 CW0828;                    North         East     Units Scale Factor Converg.
 CW0828;SPC NM E     -   193,766.101   123,104.953   MT  0.99993073   -0 14 30.6
 CW0828;SPC NM E     -   635,714.28    403,886.83   sFT  0.99993073   -0 14 30.6
 CW0828;UTM  13      - 3,623,241.076   520,572.585   MT  0.99960522   +0 07 07.6
 CW0828
 CW0828!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CW0828!SPC NM E     -   0.99979713  x   0.99993073  =   0.99972787
 CW0828!UTM  13      -   0.99979713  x   0.99960522  =   0.99940243
 CW0828
 CW0828|---------------------------------------------------------------------|
 CW0828| PID    Reference Object                     Distance      Geod. Az  |
 CW0828|                                                           dddmmss.s |
 CW0828| CW0829 HOPE RM                               8.109 METERS 01129     |
 CW0828| CH9595 HOPE AZ MK                                         1002051.6 |
 CW0828| CH9596 HOPE RM 2                            10.543 METERS 10409     |
 CW0828|---------------------------------------------------------------------|
 CW0828
 CW0828                          SUPERSEDED SURVEY CONTROL
 CW0828
 CW0828  NAD 83(1986)-  32 44 48.55104(N)    104 46 49.43269(W) AD(       ) 2
 CW0828  NAD 27      -  32 44 48.16400(N)    104 46 47.54400(W) AD(       ) 2
 CW0828  NGVD 29 (12/31/91) 1314.3    (m)         4312.     (f) VERT ANG       
 CW0828
 CW0828.Superseded values are not recommended for survey control.
 CW0828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0828.See file dsdata.txt to determine how the superseded data were derived.
 CW0828
 CW0828_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES2057323241(NAD 83)
 CW0828_MARKER: DS = TRIANGULATION STATION DISK
 CW0828_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 CW0828_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CW0828
 CW0828  HISTORY     - Date     Condition        Report By
 CW0828  HISTORY     - 1943     MONUMENTED       CGS
 CW0828  HISTORY     - 1960     GOOD             USGS
 CW0828  HISTORY     - 1966     GOOD             USAF
 CW0828
 CW0828                          STATION DESCRIPTION
 CW0828
 CW0828'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (EHB)
 CW0828'THE STATION IS LOCATED ON THE HIGHEST POINT OF A PROMINENT
 CW0828'HILL, ABOUT 5-1/2 MILES AIRLINE SW OF HOPE.
 CW0828'
 CW0828'STATION MARK IS A BRONZE STATION DISK SET IN THE TOP OF A
 CW0828'CONCRETE POST PROJECTING ABOUT 6 INCHES ABOVE GROUND.  STAMPED
 CW0828'HOPE 1943.
 CW0828'
 CW0828'UNDERGROUND MARK IS A BRONZE STATION DISK SET IN CONCRETE
 CW0828'ABOUT 2-1/2 FEET BELOW GROUND.  STAMPED HOPE 1943.
 CW0828'
 CW0828'REFERENCE MARK 1 IS A U.S.G.S. BENCH MARK WEDGED IN A DRILL
 CW0828'HOLE IN A BOULDER.  IT IS UNSTAMPED.
 CW0828'
 CW0828'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN THE TOP
 CW0828'OF A CONCRETE POST PROJECTING ABOUT 4 INCHES ABOVE GROUND,
 CW0828'AND IS ABOUT 2 FEET LOWER THAN THE STATION.  STAMPED HOPE
 CW0828'NO 2 1943.
 CW0828'
 CW0828'AZIMUTH MARK IS ABOUT 1.5 MILES E OF THE STATION, AND ABOUT
 CW0828'3-1/2 FEET NW OF THE N GATEPOST OF GATE IN W FENCE OF CORRALS.
 CW0828'IT IS A BRONZE AZIMUTH DISK SET IN THE TOP OF A CONCRETE POST
 CW0828'PROJECTING ABOUT 6 INCHES ABOVE GROUND.  STAMPED HOPE 1943.
 CW0828'
 CW0828'TO REACH FROM THE POST OFFICE IN HOPE, GO W ON STATE HIGHWAY
 CW0828'83 FOR 0.3 MILE TO GRADED ROAD LEFT.  TURN LEFT ON GRADED
 CW0828'ROAD 4.9 MILES.  TAKE RANCH ROAD RIGHT THROUGH CATTLE GUARD
 CW0828'1 MILE TO RANCH BUILDINGS.  PASS THROUGH GATE N OF WELL, THEN
 CW0828'BEAR RIGHT THROUGH CORRALS TO A GATE BY AZIMUTH MARK.  PASS
 CW0828'THROUGH GATE AND TAKE LEFT FORK AND FOLLOW TRACK ROAD W 1.2
 CW0828'MILES TO FORKS, JUST BEFORE REACHING SHEEP CORRALS.  LEAVE
 CW0828'ROAD AND CONTINUE W, ACROSS COUNTRY, 0.2 MILE TO HIGHEST
 CW0828'POINT OF HILL AND STATION.
 CW0828'
 CW0828'A 4-FOOT WOOD STAND WAS USED FOR OBSERVATIONS.
 CW0828'
 CW0828'HEIGHT OF LIGHT ABOVE STATION MARK-1 METER.
 CW0828
 CW0828                          STATION RECOVERY (1960)
 CW0828
 CW0828'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 CW0828'DESCRIPTION AND POSITION LISTED IN NGS QUAD 32104-4, STATION 1012.
 CW0828'
 CW0828'RECOVERED BY USGS IN 1960.
 CW0828'
 CW0828'STATION MARK--STANDARD USC AND GS DISK SET IN THE TOP OF A CONCRETE
 CW0828'POST PROJECTING 0.5 FT. ABOVE GROUND, STAMPED---HOPE 1943---.
 CW0828
 CW0828                          STATION RECOVERY (1966)
 CW0828
 CW0828'RECOVERY NOTE BY US AIR FORCE 1966 (DEA)
 CW0828'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0829 ***********************************************************************
 CW0829  DESIGNATION -  HOPE RM
 CW0829  PID         -  CW0829
 CW0829  STATE/COUNTY-  NM/EDDY
 CW0829  USGS QUAD   -  HOLT TANK (1978)
 CW0829
 CW0829                         *CURRENT SURVEY CONTROL
 CW0829  ___________________________________________________________________
 CW0829* NAD 83(1992)-  32 44 48.80333(N)    104 46 49.37578(W)     ADJUSTED  
 CW0829* NAVD 88     -      1315.     (meters)    4314.     (feet)  SCALED    
 CW0829  ___________________________________________________________________
 CW0829  LAPLACE CORR-          -5.09  (seconds)                    DEFLEC99
 CW0829  GEOID HEIGHT-         -22.45  (meters)                     GEOID03
 CW0829
 CW0829  HORZ ORDER  -  SECOND
 CW0829
 CW0829.The horizontal coordinates were established by classical geodetic methods
 CW0829.and adjusted by the National Geodetic Survey in December 1993..
 CW0829
 CW0829.The orthometric height was scaled from a topographic map.
 CW0829
 CW0829.The Laplace correction was computed from DEFLEC99 derived deflections.
 CW0829
 CW0829.The geoid height was determined by GEOID03.
 CW0829
 CW0829;                    North         East     Units Scale Factor Converg.
 CW0829;SPC NM E     -   193,774.040   123,106.601   MT  0.99993072   -0 14 30.6
 CW0829;SPC NM E     -   635,740.33    403,892.24   sFT  0.99993072   -0 14 30.6
 CW0829;UTM  13      - 3,623,249.023   520,574.182   MT  0.99960522   +0 07 07.7
 CW0829
 CW0829!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CW0829!SPC NM E     -   0.99979718  x   0.99993072  =   0.99972791
 CW0829!UTM  13      -   0.99979718  x   0.99960522  =   0.99940248
 CW0829
 CW0829                          SUPERSEDED SURVEY CONTROL
 CW0829
 CW0829  NAD 83(1986)-  32 44 48.80900(N)    104 46 49.37067(W) AD(       ) 2
 CW0829  NAD 27      -  32 44 48.42200(N)    104 46 47.48200(W) AD(       ) 2
 CW0829
 CW0829.Superseded values are not recommended for survey control.
 CW0829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0829.See file dsdata.txt to determine how the superseded data were derived.
 CW0829
 CW0829_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES2057423249(NAD 83)
 CW0829_MARKER: DB = BENCH MARK DISK
 CW0829_SETTING: 80 = SET IN A BOULDER
 CW0829_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CW0829+STABILITY: SURFACE MOTION
 CW0829
 CW0829  HISTORY     - Date     Condition        Report By
 CW0829  HISTORY     - 1943     MONUMENTED       USGS
 CW0829
 CW0829                          STATION DESCRIPTION
 CW0829
 CW0829'DESCRIBED BY US GEOLOGICAL SURVEY 1943
 CW0829'TO REACH FROM THE POST OFFICE IN HOPE, GO W ON STATE HIGHWAY
 CW0829'83 FOR 0.3 MILE TO GRADED ROAD LEFT.  TURN LEFT ON GRADED
 CW0829'ROAD 4.9 MILES.  TAKE RANCH ROAD RIGHT THROUGH CATTLE GUARD
 CW0829'1 MILE TO RANCH BUILDINGS.  PASS THROUGH GATE N OF WELL, THEN
 CW0829'BEAR RIGHT THROUGH CORRALS TO A GATE BY AZIMUTH MARK.  PASS
 CW0829'THROUGH GATE AND TAKE LEFT FORK AND FOLLOW TRACK ROAD W 1.2
 CW0829'MILES TO FORKS, JUST BEFORE REACHING SHEEP CORRALS.  LEAVE
 CW0829'ROAD AND CONTINUE W, ACROSS COUNTRY, 0.2 MILE TO HIGHEST
 CW0829'POINT OF HILL AND STATION.
 CW0829'
 CW0829'A U.S.G.S. BENCH MARK WEDGED IN A DRILL
 CW0829'HOLE IN A BOULDER.  IT IS UNSTAMPED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0823 ***********************************************************************
 CW0823  DESIGNATION -  HOPKINS
 CW0823  PID         -  CW0823
 CW0823  STATE/COUNTY-  NM/EDDY
 CW0823  USGS QUAD   -  BOX CANYON RANCH (1975)
 CW0823
 CW0823                         *CURRENT SURVEY CONTROL
 CW0823  ___________________________________________________________________
 CW0823* NAD 83(1992)-  32 30 11.80237(N)    104 39 32.62325(W)     ADJUSTED  
 CW0823* NAVD 88     -      1285.     (meters)    4216.     (feet)  VERTCON   
 CW0823  ___________________________________________________________________
 CW0823  LAPLACE CORR-          -5.46  (seconds)                    DEFLEC99
 CW0823  GEOID HEIGHT-         -22.82  (meters)                     GEOID03
 CW0823
 CW0823  HORZ ORDER  -  SECOND
 CW0823
 CW0823.The horizontal coordinates were established by classical geodetic methods
 CW0823.and adjusted by the National Geodetic Survey in December 1993..
 CW0823
 CW0823.The NAVD 88 height was computed by applying the VERTCON shift value to
 CW0823.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CW0823
 CW0823.The Laplace correction was computed from DEFLEC99 derived deflections.
 CW0823
 CW0823.The geoid height was determined by GEOID03.
 CW0823
 CW0823;                    North         East     Units Scale Factor Converg.
 CW0823;SPC NM E     -   166,718.870   134,392.897   MT  0.99992064   -0 10 30.1
 CW0823;SPC NM E     -   546,976.83    440,920.70   sFT  0.99992064   -0 10 30.1
 CW0823;UTM  13      - 3,596,273.734   532,026.350   MT  0.99961265   +0 10 59.5
 CW0823
 CW0823!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CW0823!SPC NM E     -   0.99980194  x   0.99992064  =   0.99972260
 CW0823!UTM  13      -   0.99980194  x   0.99961265  =   0.99941467
 CW0823
 CW0823|---------------------------------------------------------------------|
 CW0823| PID    Reference Object                     Distance      Geod. Az  |
 CW0823|                                                           dddmmss.s |
 CW0823| CH9598 HOPKINS RM 1                          4.978 METERS 09933     |
 CW0823| CH9597 HOPKINS AZ MK                                      1253032.4 |
 CW0823| CH9599 HOPKINS RM 2                          3.065 METERS 19404     |
 CW0823|---------------------------------------------------------------------|
 CW0823
 CW0823                          SUPERSEDED SURVEY CONTROL
 CW0823
 CW0823  NAD 83(1986)-  32 30 11.80603(N)    104 39 32.61884(W) AD(       ) 2
 CW0823  NAD 27      -  32 30 11.41600(N)    104 39 30.75700(W) AD(       ) 2
 CW0823  NGVD 29 (07/19/86) 1284.     (m)         4213.     (f) VERT ANG       
 CW0823
 CW0823.Superseded values are not recommended for survey control.
 CW0823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0823.See file dsdata.txt to determine how the superseded data were derived.
 CW0823
 CW0823_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SER3202696274(NAD 83)
 CW0823_MARKER: DD = SURVEY DISK
 CW0823_SETTING: 66 = SET IN ROCK OUTCROP
 CW0823_SP_SET: PARTIALLY EXPOSED BEDROCK
 CW0823
 CW0823  HISTORY     - Date     Condition        Report By
 CW0823  HISTORY     - 1940     MONUMENTED       USGS
 CW0823  HISTORY     - 1944     GOOD             USGS
 CW0823  HISTORY     - 1965     GOOD             CGS
 CW0823  HISTORY     - 1973     GOOD             USGS
 CW0823
 CW0823                          STATION DESCRIPTION
 CW0823
 CW0823'DESCRIBED BY US GEOLOGICAL SURVEY 1944 (EHB)
 CW0823'STATION IS LOCATED 26 MILES AIRLINE WNW OF CARLSBAD AND 22
 CW0823'MILES AIRLINE SSE OF HOPE, ON A LOW ROUND-TOPPED HILL 1.5 MILES
 CW0823'NW OF THE E.P. TATMAN RANCHHOUSE, AND 80 FEET SW OF THE CENTER
 CW0823'LINE OF A TRACK ROAD.  A U.S.G.S. BRONZE DISK SET IN BEDROCK
 CW0823'FLUSH WITH THE GROUND.  STAMPED HOPKINS BM VS 1940 4214.
 CW0823'
 CW0823'REFERENCE MARK 1 IS E OF THE STATION.  A U.S.G.S. BRONZE
 CW0823'REFERENCE DISK SET IN BEDROCK FLUSH WITH THE GROUND.  STAMPED
 CW0823'NO 1.
 CW0823'
 CW0823'REFERENCE MARK 2 IS S OF THE STATION.  A U.S.G.S. BRONZE
 CW0823'REFERENCE DISK SET IN BEDROCK FLUSH WITH THE GROUND.  STAMPED NO
 CW0823'2.
 CW0823'
 CW0823'AZIMUTH MARK IS 1.0 MILE ESE OF THE STATION, ABOUT 100 FEET
 CW0823'E OF AND 25 FEET HIGHER THAN THE TRACK ROAD, ON A LOW RIDGE
 CW0823'AT THE POINT WHERE TRACK ROAD STARTS CLIMB TO RIDGE TO N.
 CW0823'A BRONZE AZIMUTH DISK SET IN ROCK OUTCROP FLUSH WITH THE
 CW0823'GROUND, 3 FEET SE OF A 4- BY 4-INCH WOODEN MARKER POST.
 CW0823'STAMPED HOPKINS USGS 1944.
 CW0823'
 CW0823'TO REACH FROM THE EDDY COUNTY COURTHOUSE IN CARLSBAD, GO N
 CW0823'ON U.S. HIGHWAY 289 FOR 12.0 MILES TO THE JUNCTION OF THE
 CW0823'EL PASO GAP ROAD.  TURN LEFT AND GO W ON EL PASO GAP ROAD
 CW0823'FOR 11.2 MILES TO ROAD FORKS AND SIGN CAWLEY RANCH.  TAKE
 CW0823'LEFT FORK AND GO N ON BLADED ROAD FOR 3.7 MILES TO FORKS.
 CW0823'CONTINUE STRAIGHT AHEAD ON LEFT FORK FOR 1.1 MILES TO THE LEE
 CW0823'RANCHOUSE.  TURN LEFT AT S SIDE OF HOUSE AND GO W FOR 5.0
 CW0823'MILES TO THE TATUM RANCHHOUSE.  PASS THROUGH YARD E OF HOUSE,
 CW0823'THENCE LEFT ALONG S BANK OF WASH FOR 0.2 MILE AND CROSS
 CW0823'WASH AT ROAD FORKS.  TAKE RIGHT FORK AND FOLLOW TRACK ROAD
 CW0823'NW UP HILL SIDE AND ALONG RIDGE FOR 1.3 MILES TO STATION.
 CW0823'
 CW0823'HEIGHT OF LIGHT ABOVE STATION MARK-6 METERS.
 CW0823
 CW0823                          STATION RECOVERY (1965)
 CW0823
 CW0823'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (FHB)
 CW0823'ALL MARKS RECOVERED AS DESCRIBED IN GOOD CONDITION.  A NEW
 CW0823'DESCRIPTION TO REACH THE STATION FOLLOWS.
 CW0823'
 CW0823'FROM THE JUNCTION OF STATE HIGHWAY 137 AND U.S. HIGHWAY 285
 CW0823'13 MILES NORTH OF CARLSBAD, GO WEST ON HIGHWAY 137 10.4 MILES
 CW0823'TO A FORK, TAKE RIGHT ROAD AND GO 1.2 MILES TO A FORK, CONTINUE
 CW0823'WEST ON RIGHT ROAD 2.3 MILES TO A CATTLE GUARD, PASS OVER AND
 CW0823'TURN RIGHT ON A SIDE ROAD AND GO NORTH 2.0 MILES TO A FORK,
 CW0823'CONTINUE ON LEFT ROAD 0.5 MILE TO A FORK AND A RANCH HOME ON THE
 CW0823'RIGHT, CONTINUE WEST ON LEFT ROAD 0.75 MILE TO A FORK, CONTINUE
 CW0823'ON RIGHT ROAD 0.3 MILE TO A FORK, CONTINUE ON LEFT ROAD 2.8
 CW0823'MILES TO A FORK, CONTINUE ON RIGHT ROAD (PASSING THROUGH A
 CW0823'GATE) AND GO WEST AND NORTH 0.85 MILE TO A RANCH HOME, PASS
 CW0823'THROUGH 3 GATES TO THE RIGHT (EAST) OF THE RANCH HOME AND GO
 CW0823'NORTH AND WEST (CROSSING A WASH) 0.15 MILE TO A FORK,
 CW0823'TURN RIGHT AND GO NORTHWEST 0.25 TO THE AZIMUTH MARK
 CW0823'WHICH IS ABOUT 150 FEET EAST AND UP ON A SMALL HILL,
 CW0823'CONTINUE 1.0 MILE TO THE STATION ON THE LEFT.
 CW0823'
 CW0823'ASTRO PARTY 646 VISITED THIS STATION.
 CW0823
 CW0823                          STATION RECOVERY (1973)
 CW0823
 CW0823'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973 (JTD)
 CW0823'TO REACH THE STATION FROM THE JUNCTION OF U.S. HWY. 285 AND
 CW0823'STATE HWY. 137 (ABOUT 12 MILES NW OF CARLSBAD, N.M.), GO SW
 CW0823'ON STATE HWY, 137 FOR 9.3 MILES TO ROAD FORK.  TAKE RIGHT
 CW0823'FORK OFF HWY. 137 AND GO WEST ON PAVED ROAD FOR 2.3 MILES TO
 CW0823'ROAD FORK.  TAKE LEFT FORK AND GO WEST ON PAVED ROAD FOR 4.3
 CW0823'MILES.  TURN RIGHT OFF PAVEMENT AND GO NORTH ON GRADED ROAD
 CW0823'FOR 0.5 MILE TO ROAD FORK.  TAKE RIGHT FORK AND KEEP ON MAIN
 CW0823'ROAD GOEING NW FOR 2.1 MILE TO ROAD FORK.  TAKE LEFT FORK
 CW0823'THROUGH GATE AND GO NW FOR 0.9 MILE TO ROAD FORK AT RANCH
 CW0823'BLDGS.  TAKE RIGHT FORK THROUGH CORRAL FOR 0.15 MILE TO ROAD
 CW0823'FORK.  TAKE RIGHT FORK AND GO NW UP RIDGE FOR 1.4 MILES.
 CW0823'THE STATION IS ABOUT 80 FT. SW OF ROAD AT THIS POINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0673 ***********************************************************************
 GL0673  DESIGNATION -  HOPSON
 GL0673  PID         -  GL0673
 GL0673  STATE/COUNTY-  NM/UNION
 GL0673  USGS QUAD   -  SEDAN (1970)
 GL0673
 GL0673                         *CURRENT SURVEY CONTROL
 GL0673  ___________________________________________________________________
 GL0673* NAD 83(1992)-  36 10 47.14812(N)    103 12 21.20841(W)     ADJUSTED  
 GL0673* NAVD 88     -      1465.386  (meters)    4807.69   (feet)  ADJUSTED  
 GL0673  ___________________________________________________________________
 GL0673  LAPLACE CORR-          -7.16  (seconds)                    DEFLEC99
 GL0673  GEOID HEIGHT-         -22.40  (meters)                     GEOID03
 GL0673  DYNAMIC HT  -        1463.631 (meters)    4801.93  (feet)  COMP
 GL0673  MODELED GRAV-     979,383.3   (mgal)                       NAVD 88
 GL0673
 GL0673  HORZ ORDER  -  FIRST
 GL0673  VERT ORDER  -  SECOND    CLASS 0
 GL0673
 GL0673.The horizontal coordinates were established by classical geodetic methods
 GL0673.and adjusted by the National Geodetic Survey in November 1994..
 GL0673
 GL0673.The orthometric height was determined by differential leveling
 GL0673.and adjusted by the National Geodetic Survey in June 1991..
 GL0673
 GL0673.The Laplace correction was computed from DEFLEC99 derived deflections.
 GL0673
 GL0673.The geoid height was determined by GEOID03.
 GL0673
 GL0673.The dynamic height is computed by dividing the NAVD 88
 GL0673.geopotential number by the normal gravity value computed on the
 GL0673.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0673.degrees latitude (g = 980.6199 gals.).
 GL0673
 GL0673.The modeled gravity was interpolated from observed gravity values.
 GL0673
 GL0673;                    North         East     Units Scale Factor Converg.
 GL0673;SPC NM E     -   575,051.853   266,415.915   MT  1.00003578   +0 39 56.2
 GL0673;SPC NM E     - 1,886,649.29    874,066.21   sFT  1.00003578   +0 39 56.2
 GL0673;UTM  13      - 4,005,378.579   661,339.050   MT  0.99992073   +1 03 33.6
 GL0673
 GL0673!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GL0673!SPC NM E     -   0.99977358  x   1.00003578  =   0.99980935
 GL0673!UTM  13      -   0.99977358  x   0.99992073  =   0.99969433
 GL0673
 GL0673:                Primary Azimuth Mark                     Grid Az
 GL0673:SPC NM E     -  N 106 RESET                              017 09 40.3
 GL0673:UTM  13      -  N 106 RESET                              016 46 02.9
 GL0673
 GL0673|---------------------------------------------------------------------|
 GL0673| PID    Reference Object                     Distance      Geod. Az  |
 GL0673|                                                           dddmmss.s |
 GL0673| GL1475 N 106 RESET                         APPROX. 6.0 KM 0174936.5 |
 GL0673| GL0671 HOPSON AZ MK                                       0610727.8 |
 GL0673| GL0674 HOPSON RM 1                          34.979 METERS 13811     |
 GL0673| GL0675 HOPSON RM 2                          34.619 METERS 22520     |
 GL0673|---------------------------------------------------------------------|
 GL0673
 GL0673                          SUPERSEDED SURVEY CONTROL
 GL0673
 GL0673  NAD 83(1992)-  36 10 47.14926(N)    103 12 21.20822(W) AD(       ) 1
 GL0673  NAD 83(1986)-  36 10 47.15693(N)    103 12 21.20522(W) AD(       ) 1
 GL0673  NAD 27      -  36 10 47.03480(N)    103 12 19.41320(W) AD(       ) 1
 GL0673  NGVD 29 (??/??/92) 1464.686  (m)         4805.39   (f) ADJ UNCH    2 0
 GL0673
 GL0673.Superseded values are not recommended for survey control.
 GL0673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0673.See file dsdata.txt to determine how the superseded data were derived.
 GL0673
 GL0673_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA6133905379(NAD 83)
 GL0673_MARKER: DS = TRIANGULATION STATION DISK
 GL0673_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0673_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0673_STAMPING: HOPSON 1935
 GL0673_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0673+STABILITY: SURFACE MOTION
 GL0673
 GL0673  HISTORY     - Date     Condition        Report By
 GL0673  HISTORY     - 1935     MONUMENTED       CGS
 GL0673  HISTORY     - 1955     GOOD             CGS
 GL0673  HISTORY     - 1955     GOOD             NGS
 GL0673  HISTORY     - 1960     GOOD             CGS
 GL0673  HISTORY     - 1970     GOOD             NGS
 GL0673
 GL0673                          STATION DESCRIPTION
 GL0673
 GL0673'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 GL0673'LOCATED 19 MILES AIR LINE SOUTH OF CLAYTON, ON TOP OF THE
 GL0673'EASTERN SLOPE OF A SMOOTH, GRASSY HILL, ABOUT ONE MILE
 GL0673'WEST-SOUTHWEST OF THE RESIDENCE OF MR. JIM HOPSON, 25 YARDS NORTH OF
 GL0673'AN OLD, DIM, TRACK ROAD AND 150 YARDS WEST OF A FEW
 GL0673'REMAINING POSTS OF AN OLD FENCE LINE.  TO REACH FROM CLAYTON GO
 GL0673'SOUTH 18.5 MILES ON STATE HIGHWAY 18, OR 8.0 MILES SOUTH OF
 GL0673'MASSACRE SCHOOL, TURN RIGHT (WEST) AND GO 1.0 MILE, CROSS
 GL0673'CATTLE GUARD, TURN LEFT AND GO SOUTH ON DIM TRACK ROAD 0.6
 GL0673'MILE, OR 0.1 MILE PAST CROSS TRACKS, TURN RIGHT (WEST) AND GO
 GL0673'0.1 MILE TO THE TOP OF THE HILL AND STATION.  THE SURFACE,
 GL0673'UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 GL0673'DISKS SET IN CONCRETE.
 GL0673'REFERENCE MARK NO. 1 IS 34.998 METERS (114.83 FEET) FROM
 GL0673'STATION, AND NO. 2, IS 34.628 METERS
 GL0673'(113.61 FEET) FROM STATION.  THE
 GL0673'AZIMUTH MARK IS 33 FEET SOUTH OF THE CENTER LINE OF A CATTLE
 GL0673'GUARD, 1 FOOT SOUTH OF AN EAST-WEST FENCE, AND 1.10 MILES FROM
 GL0673'THE STATION.
 GL0673
 GL0673                          STATION RECOVERY (1955)
 GL0673
 GL0673'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (HDR)
 GL0673'18.6 MILES SOUTH ALONG STATE HIGHWAY 18 FROM THE COURTHOUSE
 GL0673'AT CLAYTON, THENCE 1.0 MILE WEST ALONG A GRADED DIRT ROAD, THENCE
 GL0673'0.6 MILE SOUTH ALONG A DIM TRACK ROAD, THENCE 0.1 MILE WEST
 GL0673'ACROSS A PASTURE, 0.3 MILE NORTH OF A WINDMILL AND WATER TANK,
 GL0673'ON TOP OF A HILL, 3 FEET NORTHWEST OF A WITNESS POST, A
 GL0673'TRIANGULATION STATION DISK SET IN THE TOP OF A CONCRETE POST
 GL0673'WHICH PROJECTS 0.8 FOOT ABOVE THE GROUND, STAMPED HOPSON 1935.
 GL0673'
 GL0673'HOPSON R.M. 1 IS 114.8 FEET SOUTHEAST OF TRIANGULATION STATION
 GL0673'HOPSON 1935, A REFERENCE MARK DISK SET IN THE TOP OF A CONCRETE
 GL0673'POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND, STAMPED HOPSON
 GL0673'NO 1 1935.
 GL0673'
 GL0673'HOPSON R.M. 2 IS 113.6 FEET SOUTHWEST OF TRIANGULATION STATION
 GL0673'HOPSON 1935, A REFERENCE MARK DISK SET IN THE TOP OF A CONCRETE
 GL0673'POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND, STAMPED HOPSON
 GL0673'NO 2 1935.
 GL0673'
 GL0673'HOPSON 1935 AZIMUTH IS 1.1 MILES NORTHEAST OF TRIANGULATION
 GL0673'STATION HOPSON 1935.  29 FEET SOUTH OF THE CENTER LINE OF A
 GL0673'ROAD, 58 FEET EAST OF A FENCE, 1 FOOT SOUTH OF A FENCE, 1.5
 GL0673'FEET SOUTH OF A WITNESS POST, A REFERENCE MARK DISK SET IN THE
 GL0673'TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND,
 GL0673'STAMPED HOPSON AZIMUTH 1935.
 GL0673
 GL0673                          STATION RECOVERY (1955)
 GL0673
 GL0673'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 GL0673'20.3 MI S FROM CLAYTON.
 GL0673'18.6 MILES SOUTH ALONG STATE HIGHWAY 18 FROM THE COURTHOUSE AT
 GL0673'CLAYTON, THENCE 1.0 MILE WEST ALONG A GRADED DIRT ROAD, THENCE 0.6
 GL0673'MILE SOUTH ALONG A DIM TRACK ROAD, THENCE 0.1 MILE WEST ACROSS A
 GL0673'PASTURE, 0.3 MILE NORTH OF A WINDMILL AND WATER TANK, ON TOP OF A
 GL0673'HILL, 3 FEET NORTHWEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 GL0673'POST WHICH PROJECTS 0.8 FOOT ABOVE THE GROUND.
 GL0673
 GL0673                          STATION RECOVERY (1960)
 GL0673
 GL0673'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HWK)
 GL0673'ALL MARKS WERE RECOVERED IN GOOD CONDITION.  THE DIRECTIONS
 GL0673'TO THE REFERENCE MARKS AND THE AZIMUTH MARK WERE VERIFIED.  THE
 GL0673'DISTANCE TO REFERENCE MARK NO. 2 WAS VERIFIED BUT THE DISTANCE
 GL0673'TO REFERENCE MARK NO. 1 MISSED THE 1935 DISTANCE BY 0.008 METERS.
 GL0673'
 GL0673'THE FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 GL0673'
 GL0673'THE STATION IS APPROXIMATELY 19 MILES SOUTH OF CLAYTON, 9-1/2
 GL0673'MILES EAST OF CLAPHAM, 5 MILES NORTHWEST OF SEDAN, 1 MILE
 GL0673'WEST OF STATE HIGHWAY 18 AND ON PASTURE LAND OWNED BY MR. TOM
 GL0673'BOULWARE.
 GL0673'
 GL0673'TO REACH THE STATION FROM THE POST OFFICE IN SEDAN, GO WEST ON
 GL0673'STATE HIGHWAY 102 FOR 3.0 MILES TO THE INTERSECTION OF STATE
 GL0673'HIGHWAY 18.  TURN RIGHT, NORTH, ON HIGHWAY 18 FOR 3.0 MILES
 GL0673'TO A SIDE ROAD ON THE LEFT WHICH LEADS TOWARD CLAPHAM.  TURN
 GL0673'LEFT, WEST, ON THE GRAVELED ROAD FOR 0.1 MILE TO THE AZIMUTH
 GL0673'MARK ON THE LEFT.  CONTINUE WEST ON THE GRAVELED ROAD FOR 0.9
 GL0673'MILE TO A WIRE GATE ON THE LEFT.  TURN LEFT, PASS THROUGH
 GL0673'THE GATE, AND GO SOUTH ACROSS PASTURE ON A TRACK ROAD FOR
 GL0673'0.5 MILE AND THEN TURN RIGHT, WEST, FOR 0.1 MILE TO THE
 GL0673'TOP OF THE HILL AND THE STATION.
 GL0673'
 GL0673'STATION MARKS ARE STANDARD DISKS STAMPED HOPSON 1935.  THE
 GL0673'SURFACE DISK IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS
 GL0673'10 INCHES.  IT IS 6 FEET SOUTHEAST OF A WOODEN WITNESS POST.
 GL0673'THE UNDERGROUND DISK WAS NOT INSPECTED BY THIS PARTY.
 GL0673'
 GL0673'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED HOPSON NO 1 1935,
 GL0673'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 8 INCHES.
 GL0673'
 GL0673'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED HOPSON NO 2 1935,
 GL0673'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 8 INCHES.
 GL0673'
 GL0673'AZIMUTH MARK, A STANDARD REFERENCE MARK DISK STAMPED HOPSON
 GL0673'1935 AZIMUTH, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS
 GL0673'2 INCHES.  IT IS 57.5 FEET EAST OF A FENCE CORNER, 31 FEET
 GL0673'SOUTH OF THE CENTER OF THE GRAVELED ROAD, 1.5 FEET SOUTH OF A
 GL0673'WOODEN WITNESS POST AND 1 FOOT SOUTH OF THE FENCE.
 GL0673'
 GL0673'NOTE--REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
 GL0673
 GL0673                          STATION RECOVERY (1970)
 GL0673
 GL0673'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (WC)
 GL0673'THE STATION IS LOCATED SOUTH 4 DEG WEST ABOUT 19.0 MILES AIRLINE
 GL0673'FROM CLAYTON, NEW MEXICO.  NORTH 59 DEG WEST, ABOUT 5.0 MILES
 GL0673'AIRLINE FROM SEDAN, NEW MEXICO.  ON BROAD HILL IN PASTURE, 5 FEET
 GL0673'SOUTH OF A USC AND GS WITNESS SIGN MOUNTED ON A METAL POST,
 GL0673'ON PROPERTY OF TOM BOULWARE.
 GL0673'
 GL0673'TO REACH THE STATION FROM THE UNION COUNTY COURT HOUSE IN
 GL0673'CLAYTON, NEW MEXICO, GO SOUTH ON STATE HIGHWAY 18 FOR 19.25 MILES
 GL0673'TO A TRACK ROAD RIGHT, TURN RIGHT OFF HIGHWAY, PASS THROUGH
 GL0673'GATE AND GO WEST 1.3 MILES TO WINDMILL, TURN NORTH-NORTHEAST AND
 GL0673'GO 0.45 MILE ACROSS COUNTRY TO TOP AND STATION.
 GL0673'
 GL0673'STATION MARK IS A USC AND GS BRONZE DISK SET IN A SQUARE CONCRETE
 GL0673'POST PROJECTING 0.9 FOOT AND STAMPED HOPSON 1935.
 GL0673'
 GL0673'REFERENCE MARK NO. 1 IS A USC AND GS BRONZE REFERENCE MARK
 GL0673'DISK SET IN A SQUARE CONCRETE POST PROJECTING 0.7 FOOT AND STAMPED
 GL0673'HOPSON NO. 1 1935.
 GL0673'
 GL0673'REFERENCE MARK NO. 2 IS A USC AND GS BRONZE REFERENCE MARK DISK
 GL0673'SET IN A SQUARE CONCRETE POST PROJECTING 0.7 FOOT AND STAMPED
 GL0673'HOPSON NO. 2 1935.
 GL0673'
 GL0673'STATION BENCH MARK N 106 RESET 1950 USC AND GS IS VISIBLE FROM
 GL0673'THE GROUND AT THIS STATION AND WILL SERVE AS THE AZIMUTH MARK.
 GL0673'
 GL0673'ALL OBSERVATIONS WERE MADE FROM A STANDARD TRIPOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0671 ***********************************************************************
 GL0671  DESIGNATION -  HOPSON AZ MK
 GL0671  PID         -  GL0671
 GL0671  STATE/COUNTY-  NM/UNION
 GL0671  USGS QUAD   -  SEDAN (1970)
 GL0671
 GL0671                         *CURRENT SURVEY CONTROL
 GL0671  ___________________________________________________________________
 GL0671* NAD 83(1986)-  36 11 14.     (N)    103 11 19.     (W)     SCALED    
 GL0671* NAVD 88     -      1445.783  (meters)    4743.37   (feet)  ADJUSTED  
 GL0671  ___________________________________________________________________
 GL0671  GEOID HEIGHT-         -22.47  (meters)                     GEOID03
 GL0671  DYNAMIC HT  -        1444.051 (meters)    4737.69  (feet)  COMP
 GL0671  MODELED GRAV-     979,384.1   (mgal)                       NAVD 88
 GL0671
 GL0671  VERT ORDER  -  SECOND    CLASS 0
 GL0671
 GL0671.The horizontal coordinates were scaled from a topographic map and have
 GL0671.an estimated accuracy of +/- 6 seconds.
 GL0671
 GL0671.The orthometric height was determined by differential leveling
 GL0671.and adjusted by the National Geodetic Survey in June 1991..
 GL0671
 GL0671.The geoid height was determined by GEOID03.
 GL0671
 GL0671.The dynamic height is computed by dividing the NAVD 88
 GL0671.geopotential number by the normal gravity value computed on the
 GL0671.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0671.degrees latitude (g = 980.6199 gals.).
 GL0671
 GL0671.The modeled gravity was interpolated from observed gravity values.
 GL0671
 GL0671;                    North         East    Units  Estimated Accuracy
 GL0671;SPC NM E     -   575,900.      267,960.      MT  (+/- 180 meters Scaled)
 GL0671
 GL0671                          SUPERSEDED SURVEY CONTROL
 GL0671
 GL0671  NGVD 29 (??/??/92) 1445.085  (m)         4741.08   (f) ADJ UNCH    2 0
 GL0671
 GL0671.Superseded values are not recommended for survey control.
 GL0671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0671.See file dsdata.txt to determine how the superseded data were derived.
 GL0671
 GL0671_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA628062(NAD 83)
 GL0671_MARKER: DZ = AZIMUTH MARK DISK
 GL0671_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0671_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0671_STAMPING: HOPSON 1935 AZIMUTH
 GL0671_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0671+STABILITY: SURFACE MOTION
 GL0671
 GL0671  HISTORY     - Date     Condition        Report By
 GL0671  HISTORY     - 1935     MONUMENTED       CGS
 GL0671  HISTORY     - 1955     GOOD             NGS
 GL0671
 GL0671                          STATION DESCRIPTION
 GL0671
 GL0671'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GL0671'18.7 MI S FROM CLAYTON.
 GL0671'18.6 MILES SOUTH ALONG STATE HIGHWAY 18 FROM THE COURTHOUSE AT
 GL0671'CLAYTON, THENCE 0.1 MILE WEST ALONG A GRADED DIRT ROAD, 29 FEET SOUTH
 GL0671'OF THE CENTER LINE OF A ROAD, 58 FEET EAST OF A FENCE, 1 FOOT SOUTH OF
 GL0671'A FENCE, 1.5 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A
 GL0671'CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.  1.1 MILES
 GL0671'NORTHEAST OF TRIANGULATION STATION HOPSON 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0674 ***********************************************************************
 GL0674  DESIGNATION -  HOPSON RM 1
 GL0674  PID         -  GL0674
 GL0674  STATE/COUNTY-  NM/UNION
 GL0674  USGS QUAD   -  SEDAN (1970)
 GL0674
 GL0674                         *CURRENT SURVEY CONTROL
 GL0674  ___________________________________________________________________
 GL0674* NAD 83(1986)-  36 10 47.     (N)    103 12 21.     (W)     SCALED    
 GL0674* NAVD 88     -      1465.016  (meters)    4806.47   (feet)  ADJUSTED  
 GL0674  ___________________________________________________________________
 GL0674  GEOID HEIGHT-         -22.40  (meters)                     GEOID03
 GL0674  DYNAMIC HT  -        1463.261 (meters)    4800.72  (feet)  COMP
 GL0674  MODELED GRAV-     979,383.3   (mgal)                       NAVD 88
 GL0674
 GL0674  VERT ORDER  -  SECOND    CLASS 0
 GL0674
 GL0674.The horizontal coordinates were scaled from a topographic map and have
 GL0674.an estimated accuracy of +/- 6 seconds.
 GL0674
 GL0674.The orthometric height was determined by differential leveling
 GL0674.and adjusted by the National Geodetic Survey in June 1991..
 GL0674
 GL0674.The geoid height was determined by GEOID03.
 GL0674
 GL0674.The dynamic height is computed by dividing the NAVD 88
 GL0674.geopotential number by the normal gravity value computed on the
 GL0674.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0674.degrees latitude (g = 980.6199 gals.).
 GL0674
 GL0674.The modeled gravity was interpolated from observed gravity values.
 GL0674
 GL0674;                    North         East    Units  Estimated Accuracy
 GL0674;SPC NM E     -   575,050.      266,420.      MT  (+/- 180 meters Scaled)
 GL0674
 GL0674                          SUPERSEDED SURVEY CONTROL
 GL0674
 GL0674  NGVD 29 (??/??/92) 1464.316  (m)         4804.18   (f) ADJ UNCH    2 0
 GL0674
 GL0674.Superseded values are not recommended for survey control.
 GL0674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0674.See file dsdata.txt to determine how the superseded data were derived.
 GL0674
 GL0674_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA613053(NAD 83)
 GL0674_MARKER: DR = REFERENCE MARK DISK
 GL0674_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0674_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0674_STAMPING: HOPSON NO 1 1935
 GL0674_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0674+STABILITY: SURFACE MOTION
 GL0674
 GL0674  HISTORY     - Date     Condition        Report By
 GL0674  HISTORY     - 1935     MONUMENTED       CGS
 GL0674  HISTORY     - 1955     GOOD             NGS
 GL0674
 GL0674                          STATION DESCRIPTION
 GL0674
 GL0674'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GL0674'20.3 MI S FROM CLAYTON.
 GL0674'18.6 MILES SOUTH ALONG STATE HIGHWAY 18 FROM THE COURTHOUSE AT
 GL0674'CLAYTON, THENCE 1.0 MILE WEST ALONG A GRADED DIRT ROAD, THENCE 0.6
 GL0674'MILE SOUTH ALONG A DIM TRACK ROAD, THENCE 0.1 MILE WEST ACROSS A
 GL0674'PASTURE, ON TOP OF A HILL, 114.8 FEET SOUTHEAST OF TRIANGULATION
 GL0674'STATION HOPSON 1935, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 GL0674'0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0675 ***********************************************************************
 GL0675  DESIGNATION -  HOPSON RM 2
 GL0675  PID         -  GL0675
 GL0675  STATE/COUNTY-  NM/UNION
 GL0675  USGS QUAD   -  SEDAN (1970)
 GL0675
 GL0675                         *CURRENT SURVEY CONTROL
 GL0675  ___________________________________________________________________
 GL0675* NAD 83(1986)-  36 10 47.     (N)    103 12 21.     (W)     SCALED    
 GL0675* NAVD 88     -      1465.235  (meters)    4807.19   (feet)  ADJUSTED  
 GL0675  ___________________________________________________________________
 GL0675  GEOID HEIGHT-         -22.40  (meters)                     GEOID03
 GL0675  DYNAMIC HT  -        1463.480 (meters)    4801.43  (feet)  COMP
 GL0675  MODELED GRAV-     979,383.3   (mgal)                       NAVD 88
 GL0675
 GL0675  VERT ORDER  -  SECOND    CLASS 0
 GL0675
 GL0675.The horizontal coordinates were scaled from a topographic map and have
 GL0675.an estimated accuracy of +/- 6 seconds.
 GL0675
 GL0675.The orthometric height was determined by differential leveling
 GL0675.and adjusted by the National Geodetic Survey in June 1991..
 GL0675
 GL0675.The geoid height was determined by GEOID03.
 GL0675
 GL0675.The dynamic height is computed by dividing the NAVD 88
 GL0675.geopotential number by the normal gravity value computed on the
 GL0675.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0675.degrees latitude (g = 980.6199 gals.).
 GL0675
 GL0675.The modeled gravity was interpolated from observed gravity values.
 GL0675
 GL0675;                    North         East    Units  Estimated Accuracy
 GL0675;SPC NM E     -   575,050.      266,420.      MT  (+/- 180 meters Scaled)
 GL0675
 GL0675                          SUPERSEDED SURVEY CONTROL
 GL0675
 GL0675  NGVD 29 (??/??/92) 1464.534  (m)         4804.89   (f) ADJ UNCH    2 0
 GL0675
 GL0675.Superseded values are not recommended for survey control.
 GL0675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0675.See file dsdata.txt to determine how the superseded data were derived.
 GL0675
 GL0675_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA613053(NAD 83)
 GL0675_MARKER: DR = REFERENCE MARK DISK
 GL0675_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0675_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0675_STAMPING: HOPSON NO 2 1935
 GL0675_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0675+STABILITY: SURFACE MOTION
 GL0675
 GL0675  HISTORY     - Date     Condition        Report By
 GL0675  HISTORY     - 1935     MONUMENTED       CGS
 GL0675  HISTORY     - 1955     GOOD             NGS
 GL0675
 GL0675                          STATION DESCRIPTION
 GL0675
 GL0675'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GL0675'20.3 MI S FROM CLAYTON.
 GL0675'18.6 MILES SOUTH ALONG STATE HIGHWAY 18 FROM THE COURTHOUSE AT
 GL0675'CLAYTON, THENCE 1.0 MILE WEST ALONG A GRADED DIRT ROAD, THENCE 0.6
 GL0675'MILE SOUTH ALONG A DIM TRACK ROAD, THENCE 0.1 MILE WEST ACROSS A
 GL0675'PASTURE, ON TOP OF A HILL, 113.6 FEET SOUTHWEST OF TRIANGULATION
 GL0675'STATION HOPSON 1935, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 GL0675'0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1633 ***********************************************************************
 FO1633  DESIGNATION -  HORACE
 FO1633  PID         -  FO1633
 FO1633  STATE/COUNTY-  NM/CIBOLA
 FO1633  USGS QUAD   -  LOBO SPRINGS (1995)
 FO1633
 FO1633                         *CURRENT SURVEY CONTROL
 FO1633  ___________________________________________________________________
 FO1633* NAD 83(1992)-  35 09 45.44851(N)    107 41 11.79897(W)     ADJUSTED  
 FO1633* NAVD 88     -      2565.3    (meters)    8416.     (feet)  VERTCON   
 FO1633  ___________________________________________________________________
 FO1633  LAPLACE CORR-           0.07  (seconds)                    DEFLEC99
 FO1633  GEOID HEIGHT-         -20.39  (meters)                     GEOID03
 FO1633
 FO1633  HORZ ORDER  -  FIRST
 FO1633
 FO1633.The horizontal coordinates were established by classical geodetic methods
 FO1633.and adjusted by the National Geodetic Survey in December 1993..
 FO1633
 FO1633.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1633.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1633
 FO1633.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1633
 FO1633.The geoid height was determined by GEOID03.
 FO1633
 FO1633;                    North         East     Units Scale Factor Converg.
 FO1633;SPC NM W     -   461,631.870   843,366.366   MT  0.99991887   +0 05 04.2
 FO1633;SPC NM W     - 1,514,537.23  2,766,944.49   sFT  0.99991887   +0 05 04.2
 FO1633;UTM  13      - 3,894,383.154   255,297.905   MT  1.00033802   -1 32 52.7
 FO1633
 FO1633!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1633!SPC NM W     -   0.99960070  x   0.99991887  =   0.99951961
 FO1633!UTM  13      -   0.99960070  x   1.00033802  =   0.99993859
 FO1633
 FO1633|---------------------------------------------------------------------|
 FO1633| PID    Reference Object                     Distance      Geod. Az  |
 FO1633|                                                           dddmmss.s |
 FO1633| CD3493 HORACE RM 1                           4.821 METERS 04610     |
 FO1633| FO1615 MT TAYLOR CAIRN                     APPROX.10.4 KM 0544543.7 |
 FO1633| FO1617 LOS ANGELES ALBUQ AWY BN 64         APPROX.18.0 KM 1343441.4 |
 FO1633| FO1624 MCCARTYS ATSFRR LARGE TANK          APPROX.11.3 KM 1661808.9 |
 FO1633| FO1627 MCCARTYS ATFSRR SMALL TANK          APPROX.11.3 KM 1662048.5 |
 FO1633| FO1641 LOS ANGELES ALBUQ AWY BN 62         APPROX.30.2 KM 2435241.2 |
 FO1633| CD3492 HORACE AZ MK                                       2445528.9 |
 FO1633| CD3494 HORACE RM 2                           6.144 METERS 31450     |
 FO1633|---------------------------------------------------------------------|
 FO1633
 FO1633                          SUPERSEDED SURVEY CONTROL
 FO1633
 FO1633  NAD 83(1986)-  35 09 45.45030(N)    107 41 11.80118(W) AD(       ) 1
 FO1633  NAD 27      -  35 09 45.31111(N)    107 41 09.60631(W) AD(       ) 1
 FO1633  NGVD 29 (07/19/86) 2564.1    (m)         8412.     (f) VERT ANG       
 FO1633
 FO1633.Superseded values are not recommended for survey control.
 FO1633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1633.See file dsdata.txt to determine how the superseded data were derived.
 FO1633
 FO1633_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBU5529894383(NAD 83)
 FO1633_MARKER: DS = TRIANGULATION STATION DISK
 FO1633_SETTING: 66 = SET IN ROCK OUTCROP
 FO1633_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 FO1633_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FO1633+STABILITY: POSITION/ELEVATION WELL
 FO1633
 FO1633  HISTORY     - Date     Condition        Report By
 FO1633  HISTORY     - 1945     MONUMENTED       CGS
 FO1633  HISTORY     - 1949     GOOD             USGS
 FO1633  HISTORY     - 1971     GOOD             NMHD
 FO1633
 FO1633                          STATION DESCRIPTION
 FO1633
 FO1633'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (RAM)
 FO1633'STATION IS ON THE MOST N AND HIGHEST PEAK OF A DOUBLE-TOPPED
 FO1633'VOLCANIC PEAK ON THE S END OF HORACE MESA WHICH IS THE MESA
 FO1633'WHICH EXTENDS TO THE SW FROM MT. TAYLOR.  IT IS ABOUT 6
 FO1633'MILES (AIR LINE) E OF GRANTS, BUT IS NOT VISIBLE FROM THAT
 FO1633'PLACE.  IT IS ABOUT 5 MILES S OF LOBO CANYON AND ABOUT 4
 FO1633'MILES N OF STATION HORACE ON THE ATCHISON, TOPEKA AND SANTA
 FO1633'FE RAILWAY.
 FO1633'
 FO1633'TO REACH THE STATION FROM THE POST OFFICE IN GRANTS, GO E ON
 FO1633'U.S. HIGHWAY 66 FOR 0.4 MILE TO A DIRT ROAD LEFT JUST OPPOSITE
 FO1633'THE RAILROAD STATION.  TURN LEFT OFF THE HIGHWAY AND GO N
 FO1633'AND E 9.8 MILES ON THE GRAVEL ROAD TO FORKS.  TAKE THE RIGHT
 FO1633'FORK AS PER THE SIGN RANGER STATION, HORACE MESA AND GO 0.6
 FO1633'MILE TO THE LOBO CANYON RANGER STATION.  TAKE THE LEFT FORK
 FO1633'0.1 MILE, THENCE TURN RIGHT AS PER THE SIGN HORACE MESA AND
 FO1633'CONTINUE 3.4 MILES TO FORKS.  HERE KEEP THE LEFT FORK ON THE
 FO1633'MAIN TRACK ROAD FOR 1.4 MILES, THENCE TURN RIGHT ON A DIM
 FO1633'TRACK (S) AND FOLLOW THIS ROAD 1.8 MILES TO A LARGE DIRT
 FO1633'TANK.  BEAR LEFT AT THE TANK AND CONTINUE E AND SE ABOUT
 FO1633'1/2 MILE TO THE BASE OF THE HILL.  PACK UP THE GENTLE SLOPE
 FO1633'TO THE HIGHEST POINT AND THE STATION.  ABOUT A
 FO1633'HALF-HOUR PACK.
 FO1633'
 FO1633'STATION MARK IS A BRONZE STATION DISK STAMPED HORACE 1945
 FO1633'AND IS SET IN A DRILL HOLE IN AN OUTCROPPING LEDGE OF BEDROCK
 FO1633'WHICH PROJECTS ABOUT 16 FEET ABOVE THE GROUND.  IT IS LOCATED
 FO1633'ABOUT 26 FEET NNW OF THE HIGHEST POINT ON THE HILL.
 FO1633'
 FO1633'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK STAMPED HORACE
 FO1633'NO 1 1945 AND IS SET IN A DRILL HOLE IN OUTCROPPING BEDROCK
 FO1633'WHICH PROJECTS ABOUT 1 FOOT ABOVE THE GROUND.  IT IS LOCATED
 FO1633'NE OF THE STATION AND ABOUT 6-1/2 FEET LOWER.
 FO1633'
 FO1633'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK STAMPED HORACE
 FO1633'NO 2 1945 AND IS SET IN A DRILL HOLE IN AN OUTCROPPING BEDROCK
 FO1633'LEDGE WHICH PROJECTS ABOUT 16 FEET ABOVE THE GROUND.  IT IS
 FO1633'LOCATED NW OF THE STATION AND ABOUT 1 FOOT LOWER.
 FO1633'
 FO1633'AZIMUTH MARK IS A BRONZE REFERENCE DISK WITH THE WORD REFERENCE
 FO1633'GROUND OUT.  IT IS SET IN A DRILL HOLE IN OUTCROPPING BEDROCK
 FO1633'WHICH PROJECTS ABOUT 1 FOOT ABOVE THE GROUND AND IS STAMPED
 FO1633'HORACE 1945 AZIMUTH.  IT IS LOCATED WSW OF THE STATION, ABOUT
 FO1633'60 FEET N OF THE HIGHEST POINT OF THE KNOLL ON WHICH IT IS
 FO1633'LOCATED, AND ABOUT 11 FEET W OF A LARGE PINE TREE WITH THREE
 FO1633'TRIANGULAR BLAZES.
 FO1633
 FO1633                          STATION RECOVERY (1949)
 FO1633
 FO1633'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1949
 FO1633'DESCRIPTION AND POSITION LISTED IN NGS QUAD 35107-3, STATION 1026.
 FO1633'
 FO1633'RECOVERED BY USGS AS DESCRIBED.
 FO1633'
 FO1633'STATION MARK--A BRONZE STATION DISK STAMPED---HORACE 1945---, SET
 FO1633'IN A DRILL HOLE IN AN OUTCROPPING LEDGE OF BEDROCK WHICH PROJECTS
 FO1633'ABOUT 16 FT. ABOVE THE GROUND.
 FO1633
 FO1633                          STATION RECOVERY (1971)
 FO1633
 FO1633'RECOVERY NOTE BY NM HIGHWAY DEPT 1971
 FO1633'HORACE 1945-GOOD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0074 ***********************************************************************
 CX0074  DESIGNATION -  HORN
 CX0074  PID         -  CX0074
 CX0074  STATE/COUNTY-  NM/DONA ANA
 CX0074  USGS QUAD   -  LAKE LUCERO (1982)
 CX0074
 CX0074                         *CURRENT SURVEY CONTROL
 CX0074  ___________________________________________________________________
 CX0074* NAD 83(1992)-  32 44 23.78025(N)    106 29 30.67242(W)     ADJUSTED  
 CX0074* NAVD 88     -      1346.500  (meters)    4417.64   (feet)  ADJUSTED  
 CX0074  ___________________________________________________________________
 CX0074  LAPLACE CORR-          -4.81  (seconds)                    DEFLEC99
 CX0074  GEOID HEIGHT-         -23.08  (meters)                     GEOID03
 CX0074  DYNAMIC HT  -        1344.542 (meters)    4411.22  (feet)  COMP
 CX0074  MODELED GRAV-     979,137.0   (mgal)                       NAVD 88
 CX0074
 CX0074  HORZ ORDER  -  FIRST
 CX0074  VERT ORDER  -  SECOND    CLASS 0
 CX0074
 CX0074.The horizontal coordinates were established by classical geodetic methods
 CX0074.and adjusted by the National Geodetic Survey in December 1993..
 CX0074
 CX0074.The orthometric height was determined by differential leveling
 CX0074.and adjusted by the National Geodetic Survey in June 1991..
 CX0074
 CX0074.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX0074
 CX0074.The geoid height was determined by GEOID03.
 CX0074
 CX0074.The dynamic height is computed by dividing the NAVD 88
 CX0074.geopotential number by the normal gravity value computed on the
 CX0074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0074.degrees latitude (g = 980.6199 gals.).
 CX0074
 CX0074.The modeled gravity was interpolated from observed gravity values.
 CX0074
 CX0074;                    North         East     Units Scale Factor Converg.
 CX0074;SPC NM C     -   192,938.971   477,334.182   MT  0.99990633   -0 07 50.9
 CX0074;SPC NM C     -   633,000.61  1,566,053.90   sFT  0.99990633   -0 07 50.9
 CX0074;UTM  13      - 3,623,441.450   360,223.249   MT  0.99984091   -0 48 25.1
 CX0074
 CX0074!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX0074!SPC NM C     -   0.99979226  x   0.99990633  =   0.99969861
 CX0074!UTM  13      -   0.99979226  x   0.99984091  =   0.99963320
 CX0074
 CX0074:                Primary Azimuth Mark                     Grid Az
 CX0074:SPC NM C     -  SEEHORN                                  013 50 27.8
 CX0074:UTM  13      -  SEEHORN                                  014 31 02.0
 CX0074
 CX0074|---------------------------------------------------------------------|
 CX0074| PID    Reference Object                     Distance      Geod. Az  |
 CX0074|                                                           dddmmss.s |
 CX0074| CX0069 SEEHORN                             APPROX. 1.8 KM 0134236.9 |
 CX0074| CX0075 HORN RM 1                            11.035 METERS 08241     |
 CX0074| CX0076 HORN RM 2                            10.423 METERS 15320     |
 CX0074|---------------------------------------------------------------------|
 CX0074
 CX0074                          SUPERSEDED SURVEY CONTROL
 CX0074
 CX0074  NAD 83(1986)-  32 44 23.78623(N)    106 29 30.67384(W) AD(       ) 1
 CX0074  NAD 27      -  32 44 23.48672(N)    106 29 28.67506(W) AD(       ) 1
 CX0074  NGVD 29 (??/??/92) 1345.921  (m)         4415.74   (f) ADJ UNCH    2 0
 CX0074
 CX0074.Superseded values are not recommended for survey control.
 CX0074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0074.See file dsdata.txt to determine how the superseded data were derived.
 CX0074
 CX0074_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS6022323441(NAD 83)
 CX0074_MARKER: DS = TRIANGULATION STATION DISK
 CX0074_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CX0074_SP_SET: MONUMENT
 CX0074_STAMPING: HORN 1967
 CX0074_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX0074
 CX0074  HISTORY     - Date     Condition        Report By
 CX0074  HISTORY     - 1967     MONUMENTED       CGS
 CX0074  HISTORY     - 1968     GOOD             NGS
 CX0074
 CX0074                          STATION DESCRIPTION
 CX0074
 CX0074'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (JBJ)
 CX0074'THE STATION IS ABOUT 25 MILES NORTH OF THE MISSILE RANGE
 CX0074'HEADQUARTERS BUILDING, 1-1/2 MILES WEST OF ROUTE 7 AND AT THE FOOT
 CX0074'OF THE SAN ANDRES MOUNTAINS.
 CX0074'
 CX0074'TO REACH THE STATION FROM THE HEADQUARTERS BUILDING, GO NORTH ON
 CX0074'HEADQUARTERS AVENUE, PASSING THROUGH A CHECK POINT, FOR 4.0 MILES TO
 CX0074'U. S. HIGHWAY 70.  TURN RIGHT AND GO NORTHEAST ON U. S. HIGHWAY 70
 CX0074'FOR 4.25 MILES TO ROUTE 7 ONN THE LEFT.  TURN LEFT AND GO
 CX0074'NORTHWEST ON ROUTE 7 FOR 3.6 MILES TO A GRAVEL PIT ON THE LEFT.
 CX0074'CONTINUE NORTH ON ROUTE 7 FOR 16.8 MILES TO A SIDE ROAD LEFT AND
 CX0074'A SIGN AERONUTRONICS DIVISION OF PHILCO PECM GROUND STATION.
 CX0074'TURN LEFT AND GO WEST ON A GRAVELED ROAD FOR 1.1 MILES TO A
 CX0074'SIDE ROAD ON THE LEFT.  (TO REACH SEEHORN WSPG 1952 FROM THIS
 CX0074'POINT CONTINUE WEST ON THE GRAVELED ROAD FOR 0.4 MILE TO A FORK,
 CX0074'BEAR RIGHT AND GO NORTH FOR 0.1 MILE TO THE STATION ON THE LEFT.)
 CX0074'TURN LEFT AND GO SOUTH THEN WEST FOLLOWING THE MAIN ROAD FOR 0.8
 CX0074'MILE TO A TARGET POLE AND A WHITE BOX ON THE RIGHT, CONTINUE WEST
 CX0074'ON A TRAIL ROAD FOR 0.3 MILE PASSING A SECOND WHITE BOX, GO WEST
 CX0074'THEN SOUTH FOR 0.4 MILE TO THE TOP OF A RIDGE.  FOLLOW THIS RIDGE
 CX0074'WESTERLY FOR 0.3 MILE.  TURN LEFT AND GO SOUTHEASTERLY, STAYING ON
 CX0074'THE TOP OF THE RIDGE, FOR 0.4 MILE TO THE STATION ON THE RIGHT.
 CX0074'
 CX0074'THE STATION MARK IS A STANDARD DISK, STAMPED HORN 1967, SET IN THE
 CX0074'TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT PROJECTS
 CX0074'4 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 7.0 FEET SOUTH OF
 CX0074'A WITNESS POST.  THE UNDERGROUND MARK IS SET 37 INCHES BELOW THE
 CX0074'SURFACE OF THE GROUND.
 CX0074'
 CX0074'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED HORN NO 1 1967, SET IN
 CX0074'THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 CX0074'PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS 33.7 FEET WEST OF THE
 CX0074'WITNESS POST AND IS ABOUT 1 FOOT LOWER IN ELEVATION THAN THE
 CX0074'STATION.
 CX0074'
 CX0074'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED HORN NO 2 1967, SET IN
 CX0074'THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 CX0074'PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS 39.5 FEET SOUTHEAST OF THE
 CX0074'WITNESS POST AND IS ABOUT 2 FEET LOWER IN ELEVATION THAN THE
 CX0074'STATION.
 CX0074'
 CX0074'TRIANGULATION STATION SEEHORN WSPG 1952 WILL SERVE AS AN AZIMUTH
 CX0074'MARK.
 CX0074
 CX0074                          STATION RECOVERY (1968)
 CX0074
 CX0074'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 CX0074'25.5 MI N FROM WSMR HEADQUARTERS.
 CX0074'4.2 MILES NORTH ALONG MAIN ACCESS ROAD FROM WHITE SANDS MISSILE RANGE
 CX0074'HEADQUARTERS BUILDING.  THENCE 4.6 MILES NORTHEAST ALONG U.S. HIGHWAY
 CX0074'70.  THENCE 21.2 MILES WEST AND NORTH ALONG WSMR ROUTE 7.  THENCE 1.0
 CX0074'MILE WEST ALONG A GRAVELED ROAD.  THENCE 0.35 MILE SOUTH ALONG A
 CX0074'GRAVELED ROAD.  THENCE 0.35 MILE WEST ALONG A GRAVELED ROAD.  THENCE
 CX0074'CONTINUE WEST 0.4 MILE ALONG A DIRT ROAD.  THENCE 0.4 MILE SOUTH ALONG
 CX0074'A TRACK ROAD TO THE TOP OF A HILL AND BM U 337.  THENCE WEST ALONG TOP
 CX0074'OF RIDGE FOR 0.3 MILE TO THE HEAD OF A WASH.  THENCE SOUTH-SOUTHEAST
 CX0074'ALONG THE RIDGE FOR 0.4 MILE.  IT IS 150 FEET SOUTH OF THE NORTH EDGE
 CX0074'OF THE RIDGE, 100 FEET NORTH OF THE SOUTH EDGE OF THE RIDGE, 6 FEET
 CX0074'SOUTHWEST OF A METAL WITNESS SIGN, SET IN THE TOP OF A CONCRETE
 CX0074'MONUMENT 12 INCHES IN DIAMETER THAT PROJECTS ABOUT 0.4 FOOT ABOVE THE
 CX0074'SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0075 ***********************************************************************
 CX0075  DESIGNATION -  HORN RM 1
 CX0075  PID         -  CX0075
 CX0075  STATE/COUNTY-  NM/DONA ANA
 CX0075  USGS QUAD   -  LAKE LUCERO (1982)
 CX0075
 CX0075                         *CURRENT SURVEY CONTROL
 CX0075  ___________________________________________________________________
 CX0075* NAD 83(1986)-  32 44 23.     (N)    106 29 30.     (W)     SCALED    
 CX0075* NAVD 88     -      1345.996  (meters)    4415.99   (feet)  ADJUSTED  
 CX0075  ___________________________________________________________________
 CX0075  GEOID HEIGHT-         -23.08  (meters)                     GEOID03
 CX0075  DYNAMIC HT  -        1344.039 (meters)    4409.57  (feet)  COMP
 CX0075  MODELED GRAV-     979,137.2   (mgal)                       NAVD 88
 CX0075
 CX0075  VERT ORDER  -  SECOND    CLASS 0
 CX0075
 CX0075.The horizontal coordinates were scaled from a topographic map and have
 CX0075.an estimated accuracy of +/- 6 seconds.
 CX0075
 CX0075.The orthometric height was determined by differential leveling
 CX0075.and adjusted by the National Geodetic Survey in June 1991..
 CX0075
 CX0075.The geoid height was determined by GEOID03.
 CX0075
 CX0075.The dynamic height is computed by dividing the NAVD 88
 CX0075.geopotential number by the normal gravity value computed on the
 CX0075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0075.degrees latitude (g = 980.6199 gals.).
 CX0075
 CX0075.The modeled gravity was interpolated from observed gravity values.
 CX0075
 CX0075;                    North         East    Units  Estimated Accuracy
 CX0075;SPC NM C     -   192,920.      477,350.      MT  (+/- 180 meters Scaled)
 CX0075
 CX0075                          SUPERSEDED SURVEY CONTROL
 CX0075
 CX0075  NGVD 29 (??/??/92) 1345.417  (m)         4414.09   (f) ADJ UNCH    2 0
 CX0075
 CX0075.Superseded values are not recommended for survey control.
 CX0075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0075.See file dsdata.txt to determine how the superseded data were derived.
 CX0075
 CX0075_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS602234(NAD 83)
 CX0075_MARKER: DR = REFERENCE MARK DISK
 CX0075_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CX0075_SP_SET: MONUMENT
 CX0075_STAMPING: HORN NO 1 1967
 CX0075_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX0075
 CX0075  HISTORY     - Date     Condition        Report By
 CX0075  HISTORY     - 1967     MONUMENTED       CGS
 CX0075  HISTORY     - 1968     GOOD             NGS
 CX0075
 CX0075                          STATION DESCRIPTION
 CX0075
 CX0075'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CX0075'25.5 MI N FROM WSMR HEADQUARTERS.
 CX0075'4.2 MILES NORTH ALONG MAIN ACCESS ROAD FROM WHITE SANDS MISSILE RANGE
 CX0075'HEADQUARTERS BUILDING.  THENCE 4.6 MILES NORTHEAST ALONG U.S. HIGHWAY
 CX0075'70.  THENCE 21.2 MILES WEST AND NORTH ALONG WSMR ROUTE 7.  THENCE 1.0
 CX0075'MILE WEST ALONG A GRAVELED ROAD.  THENCE 0.35 MILE SOUTH ALONG A
 CX0075'GRAVELED ROAD.  THENCE 0.35 MILE WEST ALONG A GRAVELED ROAD.  THENCE
 CX0075'CONTINUE WEST 0.4 MILE ALONG A DIRT ROAD.  THENCE 0.4 MILE SOUTH ALONG
 CX0075'A TRACK ROAD TO THE TOP OF A HILL AND BM U 337.  THENCE WEST ALONG TOP
 CX0075'OF RIDGE FOR 0.3 MILE TO THE HEAD OF A WASH.  THENCE SOUTH-SOUTHEAST
 CX0075'ALONG THE RIDGE FOR 0.4 MILE.  IT IS 33.7 FEET EAST OF A METAL WITNESS
 CX0075'SIGN, SET IN THE TOP OF A CONCRETE MONUMENT THAT IS 12 INCHES IN
 CX0075'DIAMETER AND PROJECTS ABOUT 0.6 FOOT ABOVE THE SURFACE OF THE GROUND
 CX0075'AND IS ABOUT 1 FOOT LOWER IN ELEVATION THAN THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0076 ***********************************************************************
 CX0076  DESIGNATION -  HORN RM 2
 CX0076  PID         -  CX0076
 CX0076  STATE/COUNTY-  NM/DONA ANA
 CX0076  USGS QUAD   -  LAKE LUCERO (1982)
 CX0076
 CX0076                         *CURRENT SURVEY CONTROL
 CX0076  ___________________________________________________________________
 CX0076* NAD 83(1986)-  32 44 23.     (N)    106 29 30.     (W)     SCALED    
 CX0076* NAVD 88     -      1345.653  (meters)    4414.86   (feet)  ADJUSTED  
 CX0076  ___________________________________________________________________
 CX0076  GEOID HEIGHT-         -23.08  (meters)                     GEOID03
 CX0076  DYNAMIC HT  -        1343.697 (meters)    4408.45  (feet)  COMP
 CX0076  MODELED GRAV-     979,137.2   (mgal)                       NAVD 88
 CX0076
 CX0076  VERT ORDER  -  SECOND    CLASS 0
 CX0076
 CX0076.The horizontal coordinates were scaled from a topographic map and have
 CX0076.an estimated accuracy of +/- 6 seconds.
 CX0076
 CX0076.The orthometric height was determined by differential leveling
 CX0076.and adjusted by the National Geodetic Survey in June 1991..
 CX0076
 CX0076.The geoid height was determined by GEOID03.
 CX0076
 CX0076.The dynamic height is computed by dividing the NAVD 88
 CX0076.geopotential number by the normal gravity value computed on the
 CX0076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0076.degrees latitude (g = 980.6199 gals.).
 CX0076
 CX0076.The modeled gravity was interpolated from observed gravity values.
 CX0076
 CX0076;                    North         East    Units  Estimated Accuracy
 CX0076;SPC NM C     -   192,920.      477,350.      MT  (+/- 180 meters Scaled)
 CX0076
 CX0076                          SUPERSEDED SURVEY CONTROL
 CX0076
 CX0076  NGVD 29 (??/??/92) 1345.075  (m)         4412.97   (f) ADJ UNCH    2 0
 CX0076
 CX0076.Superseded values are not recommended for survey control.
 CX0076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0076.See file dsdata.txt to determine how the superseded data were derived.
 CX0076
 CX0076_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS602234(NAD 83)
 CX0076_MARKER: DR = REFERENCE MARK DISK
 CX0076_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CX0076_SP_SET: MONUMENT
 CX0076_STAMPING: HORN NO 2 1967
 CX0076_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX0076
 CX0076  HISTORY     - Date     Condition        Report By
 CX0076  HISTORY     - 1967     MONUMENTED       CGS
 CX0076  HISTORY     - 1968     GOOD             NGS
 CX0076
 CX0076                          STATION DESCRIPTION
 CX0076
 CX0076'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CX0076'25.5 MI N FROM WSMR HEADQUARTERS.
 CX0076'4.2 MILES NORTH ALONG MAIN ACCESS ROAD FROM WHITE SANDS MISSILE RANGE
 CX0076'HEADQUARTERS BUILDING.  THENCE 4.6 MILES NORTHEAST ALONG U.S. HIGHWAY
 CX0076'70.  THENCE 21.2 MILES WEST AND NORTH ALONG WSMR ROUTE 7.  THENCE 1.0
 CX0076'MILE WEST ALONG A GRAVELED ROAD.  THENCE 0.35 MILE SOUTH ALONG A
 CX0076'GRAVELED ROAD.  THENCE 0.35 MILE WEST ALONG A GRAVELED ROAD.  THENCE
 CX0076'CONTINUE WEST 0.4 MILE ALONG A DIRT ROAD.  THENCE 0.4 MILE SOUTH ALONG
 CX0076'A TRACK ROAD TO THE TOP OF A HILL AND BM U 337.  THENCE WEST ALONG TOP
 CX0076'OF RIDGE FOR 0.3 MILE TO THE HEAD OF A WASH.  THENCE SOUTH-SOUTHEAST
 CX0076'ALONG THE RIDGE FOR 0.4 MILE.  IT IS 39.3 FEET SOUTH-SOUTHEAST OF A
 CX0076'METAL WITNESS SIGN, SET IN THE TOP OF A CONCRETE MONUMENT 12 INCHES IN
 CX0076'DIAMETER THAT PROJECTS ABOUT 0.2 FOOT ABOVE THE SURFACE OF THE GROUND
 CX0076'AND IS ABOUT 1 FOOT LOWER IN ELEVATION THAN THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0506 ***********************************************************************
 GN0506  DESIGNATION -  HORSE
 GN0506  PID         -  GN0506
 GN0506  STATE/COUNTY-  NM/RIO ARRIBA
 GN0506  USGS QUAD   -  SAWMILL MESA (1983)
 GN0506
 GN0506                         *CURRENT SURVEY CONTROL
 GN0506  ___________________________________________________________________
 GN0506* NAD 83(1992)-  36 46 31.13292(N)    106 44 57.07246(W)     ADJUSTED  
 GN0506* NAVD 88     -      2669.9    (meters)    8759.     (feet)  VERTCON   
 GN0506  ___________________________________________________________________
 GN0506  LAPLACE CORR-           5.80  (seconds)                    DEFLEC99
 GN0506  GEOID HEIGHT-         -18.20  (meters)                     GEOID03
 GN0506
 GN0506  HORZ ORDER  -  SECOND
 GN0506
 GN0506.The horizontal coordinates were established by classical geodetic methods
 GN0506.and adjusted by the National Geodetic Survey in December 1993..
 GN0506
 GN0506.The NAVD 88 height was computed by applying the VERTCON shift value to
 GN0506.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GN0506
 GN0506.The Laplace correction was computed from DEFLEC99 derived deflections.
 GN0506
 GN0506.The geoid height was determined by GEOID03.
 GN0506
 GN0506;                    North         East     Units Scale Factor Converg.
 GN0506;SPC NM C     -   640,654.231   455,440.446   MT  0.99992445   -0 17 55.9
 GN0506;SPC NM C     - 2,101,879.76  1,494,224.20   sFT  0.99992445   -0 17 55.9
 GN0506;SPC CO S     -   317,604.893   802,873.849   MT  1.00011464   -0 45 58.4
 GN0506;SPC CO S     - 1,042,008.72  2,634,095.29   sFT  1.00011464   -0 45 58.4
 GN0506;UTM  13      - 4,071,374.550   343,900.564   MT  0.99990020   -1 02 50.7
 GN0506
 GN0506!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GN0506!SPC NM C     -   0.99958402  x   0.99992445  =   0.99950850
 GN0506!SPC CO S     -   0.99958402  x   1.00011464  =   0.99969861
 GN0506!UTM  13      -   0.99958402  x   0.99990020  =   0.99948426
 GN0506
 GN0506:                Primary Azimuth Mark                     Grid Az
 GN0506:SPC NM C     -  HORSE AZ MK                              012 54 16.3
 GN0506:SPC CO S     -  HORSE AZ MK                              013 22 18.8
 GN0506:UTM  13      -  HORSE AZ MK                              013 39 11.1
 GN0506
 GN0506|---------------------------------------------------------------------|
 GN0506| PID    Reference Object                     Distance      Geod. Az  |
 GN0506|                                                           dddmmss.s |
 GN0506| CD3495 HORSE AZ MK                                        0123620.4 |
 GN0506| CD3496 HORSE RM 1                           11.514 METERS 18956     |
 GN0506| CD3497 HORSE RM 2                           13.662 METERS 30349     |
 GN0506|---------------------------------------------------------------------|
 GN0506
 GN0506                          SUPERSEDED SURVEY CONTROL
 GN0506
 GN0506  NAD 83(1992)-  36 46 31.13424(N)    106 44 57.07821(W) AD(       ) 2
 GN0506  NAD 83(1986)-  36 46 31.13376(N)    106 44 57.07910(W) AD(       ) 2
 GN0506  NAD 27      -  36 46 31.08242(N)    106 44 54.93476(W) AD(       ) 2
 GN0506  NGVD 29 (07/19/86) 2668.5    (m)         8755.     (f) VERT ANG       
 GN0506
 GN0506.Superseded values are not recommended for survey control.
 GN0506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0506.See file dsdata.txt to determine how the superseded data were derived.
 GN0506
 GN0506_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCA4390171375(NAD 83)
 GN0506_MARKER: DD = SURVEY DISK
 GN0506_SETTING: 80 = SET IN A BOULDER
 GN0506_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 GN0506
 GN0506  HISTORY     - Date     Condition        Report By
 GN0506  HISTORY     - 1947     MONUMENTED       USGS
 GN0506  HISTORY     - 1961     GOOD             CGS
 GN0506
 GN0506                          STATION DESCRIPTION
 GN0506
 GN0506'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 GN0506'THE STATION IS LOCATED ON THE HIGHEST PART OF A MESA, APPROXIMATELY
 GN0506'3.5 MI. AIRLINE ESE. OF THE S. END OF HORSE LAKE, AND APPROXIMATELY
 GN0506'12.5 MI. AIRLINE SW. OF CHAMA.
 GN0506'
 GN0506'TO REACH THE STATION FROM THE POST OFFICE IN CHAMA, GO S. ON STATE
 GN0506'HIGHWAY 19 FOR 1.6 MI. TO THE JUNCTION OF U.S. HIGHWAY 84, THENCE
 GN0506'RIGHT (W.) ON U.S. HIGHWAY 84 FOR 5.1 MI., THENCE LEFT (SW.) OFF
 GN0506'HIGHWAY ON A TRACK RD. FOR 1.5 MI. TO A FORK.  TAKE THE RIGHT FORK
 GN0506'FOR 1.8 MI. TO FORK, THENCE LEFT FOR 1.0 MI. TO FORK NEAR A SMALL
 GN0506'EARTH DAM, THENCE LEFT FOR 1.5 MI. TO FORK, THENCE LEFT ON MAIN RD.
 GN0506'FOR 1.8 MI. TO FORK.  TAKE THE RIGHT FORK SW. FOR 2.3 MI. TO THE
 GN0506'TOP OF A STEEP GRADE.  AT THIS POINT LEAVE THE RD. AND DRIVE SW.
 GN0506'ACROSS COUNTRY FOR 0.4 MI. TO THE BOTTOM OF HILL.  PACK SW. FOR
 GN0506'APPROXIMATELY 15 MINUTES TO HIGHEST POINT OF HILL AND STATION.
 GN0506'
 GN0506'STATION MARK--A USC AND GS TABLET, STAMPED ---HORSE 1935---, SET
 GN0506'IN A BOULDER.
 GN0506'
 GN0506'REFERENCE MARK NO. 1--A USC AND GS REFERENCE TABLET, STAMPED
 GN0506'---HORSE 1935 NO. 1---, SET IN A BOULDER, 37.76 FT. FROM STATION
 GN0506'MARK, N 09 DEG 57 MIN E.
 GN0506'
 GN0506'REFERENCE MARK NO. 2--A USC AND GS REFERENCE TABLET, STAMPED
 GN0506'---HORSE 1935 NO. 2---, SET IN A BOULDER 44.82 FT. FROM STATION
 GN0506'MARK, S 56 DEG 12 MIN E.
 GN0506
 GN0506                          STATION RECOVERY (1961)
 GN0506
 GN0506'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (HWK)
 GN0506'THE STATION IS APPROXIMATELY 14 MILES SOUTHWEST OF CHAMA, 12
 GN0506'MILES NORTHWEST OF TIERRA AMARILLA, ON THE SOUTH EDGE AND
 GN0506'1-1/2 MILES NORTHWEST OF THE EAST END OF THE TECOLOTE MESA,
 GN0506'ON PROPERTY OWNED BY LOCKE THEIS.
 GN0506'
 GN0506'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 84 AND
 GN0506'STATE HIGHWAY 95 IN PARK VEIW, GO WEST ON HIGHWAY 95 (CROSSING
 GN0506'RIO CHAMA) FOR 0.5 MILE TO A SIDE ROAD ON THE RIGHT.  (THIS
 GN0506'ROAD LEADS NORTH TO THE THEIS RANCH HEADQUARTERS.) CONTINUE
 GN0506'WEST ON HIGHWAY 95 FOR 0.2 MILE TO A TRACK ROAD ON THE RIGHT.
 GN0506'TURN RIGHT, PASS THROUGH AN IRON GATE AND GO NORTH AND NORTHWEST
 GN0506'ON THE MAIN TRACK ROAD 0.9 MILE TO A WOOD GATE AND A POLE
 GN0506'CORRAL.  PASS THROUGH THE GATE AND GO WEST ON THE TRACK ROAD 2.3
 GN0506'MILES TO A WIRE GATE, 0.1 MILE AFTER CROSSING A SMALL
 GN0506'STREAM.  PASS THROUGH THE GATE AND GO WEST AND NORTHWEST ON
 GN0506'THE MAIN TRACK ROAD 5.5 MILES TO A DIM FORK, 0.05 MILE
 GN0506'AFTER PASSING A POLE CORRAL ON THE RIGHT.  TURN RIGHT,
 GN0506'CROSSING A SMALL EARTH DAM AND GO 0.1 MILE TO A FORK.  BEAR
 GN0506'RIGHT AND GO NORTHERLY UP A CANYON 1.8 MILES TO A DIM FORK
 GN0506'0.1 MILE BEFORE REACHING AN EARTH DAM.  BEAR LEFT ON A DIM
 GN0506'TRACK ROAD AND GO NORTHWEST 0.2 MILE TO AN OLD HOUSE AND
 GN0506'BARN ON THE LEFT.  CONTINUE NORTH AND NORTHWEST ON THE
 GN0506'DIM TRACK ROAD 0.6 MILE TO AN EARTH DAM AND A TRACK ROAD
 GN0506'LEADING WEST.  BEAR LEFT AND GO WESTERLY UP A CANYON 0.5
 GN0506'MILE TO A WIRE GATE.  PASS THROUGH THE GATE AND CONTINUE
 GN0506'WESTERLY UP THE CANYON 1.0 MILE TO THE TOP OF A SADDLE.  (THE
 GN0506'TRACK ROAD BEARS RIGHT AT THIS POINT.) CONTINUE WEST
 GN0506'ACROSS THE SADDLE 0.1 MILE TO THE AZIMUTH MARK AT A LONE
 GN0506'MESQUITE TREE.  FROM THE AZIMUTH MARK GO SOUTH ALONG THE SADDLE,
 GN0506'THEN UP STEEP, BRUSH COVERED RIDGE 0.7 MILE TO THE HIGHEST PART
 GN0506'OF THE RIDGE AND THE STATION.
 GN0506'
 GN0506'STATION MARK IS A STANDARD DISK STAMPED HORSE 1935, CEMENTED
 GN0506'IN A DRILL HOLE IN A SMALL BOULDER FLUSH WITH THE SURFACE OF
 GN0506'THE GROUND.  NO UNDERGROUND DISK WAS SET.
 GN0506'
 GN0506'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED HORSE NO 1 1935,
 GN0506'IS CEMENTED IN A DRILL HOLE IN A 2-FOOT BY 6-INCH BOULDER WHICH
 GN0506'PROJECTS 2 INCHES.  IT IS ON THE SOUTH SLOPE OF THE HILL AND
 GN0506'4 FEET LOWER IN ELEVATION THAN THE STATION.
 GN0506'
 GN0506'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED HORSE NO 2 1935,
 GN0506'IS CEMENTED IN A DRILL HOLE IN A SMALL BOULDER.  IT IS WEST OF
 GN0506'THE STATION AND 2 FEET LOWER IN ELEVATION THAN THE STATION.
 GN0506'
 GN0506'AZIMUTH MARK IS A STANDARD DISK STAMPED HORSE 1935, SET IN A
 GN0506'SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS 27 FEET
 GN0506'SOUTH OF A LONE MESQUITE TREE AND 1.8 FEET SOUTHWEST OF A METAL
 GN0506'WITNESS POST.
 GN0506'
 GN0506'NOTE--ALL MARKS, EXCEPT THE AZIMUTH MARK WERE SET IN 1935,
 GN0506'HOWEVER THE STATION HAD NOT BEEN OCCUPIED UNTIL THIS DATE.
 GN0506'
 GN0506'REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
 GN0506'
 GN0506'A FOUR-WHEEL DRIVE VEHICLE REQUIRED TO DRIVE TO THE STATION.
 GN0506'
 GN0506'A TWO WHEEL DRIVE VEHICLE CAN BE DRIVEN TO WITHIN 30 MINUTES
 GN0506'OF THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0795 ***********************************************************************
 CW0795  DESIGNATION -  HORSE
 CW0795  PID         -  CW0795
 CW0795  STATE/COUNTY-  NM/EDDY
 CW0795  USGS QUAD   -  QUEEN (1979)
 CW0795
 CW0795                         *CURRENT SURVEY CONTROL
 CW0795  ___________________________________________________________________
 CW0795* NAD 83(1992)-  32 08 36.69079(N)    104 39 16.47000(W)     ADJUSTED  
 CW0795* NAVD 88     -      1954.     (meters)    6411.     (feet)  VERTCON   
 CW0795  ___________________________________________________________________
 CW0795  LAPLACE CORR-          -7.32  (seconds)                    DEFLEC99
 CW0795  GEOID HEIGHT-         -22.77  (meters)                     GEOID03
 CW0795
 CW0795  HORZ ORDER  -  THIRD
 CW0795
 CW0795.The horizontal coordinates were established by classical geodetic methods
 CW0795.and adjusted by the National Geodetic Survey in December 1993..
 CW0795
 CW0795.The NAVD 88 height was computed by applying the VERTCON shift value to
 CW0795.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CW0795
 CW0795.The Laplace correction was computed from DEFLEC99 derived deflections.
 CW0795
 CW0795.The geoid height was determined by GEOID03.
 CW0795
 CW0795;                    North         East     Units Scale Factor Converg.
 CW0795;SPC NM E     -   126,827.019   134,694.932   MT  0.99992041   -0 10 15.3
 CW0795;SPC NM E     -   416,098.31    441,911.62   sFT  0.99992041   -0 10 15.3
 CW0795;UTM  13      - 3,556,396.807   532,576.397   MT  0.99961309   +0 11 01.6
 CW0795
 CW0795!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CW0795!SPC NM E     -   0.99969691  x   0.99992041  =   0.99961734
 CW0795!UTM  13      -   0.99969691  x   0.99961309  =   0.99931012
 CW0795
 CW0795:                Primary Azimuth Mark                     Grid Az
 CW0795:SPC NM E     -  TRAIL                                    218 50 28.7
 CW0795:UTM  13      -  TRAIL                                    218 29 11.8
 CW0795
 CW0795|---------------------------------------------------------------------|
 CW0795| PID    Reference Object                     Distance      Geod. Az  |
 CW0795|                                                           dddmmss.s |
 CW0795| CW0792 TRAIL                               APPROX. 5.1 KM 2184013.4 |
 CW0795|---------------------------------------------------------------------|
 CW0795
 CW0795                          SUPERSEDED SURVEY CONTROL
 CW0795
 CW0795  NAD 83(1986)-  32 08 36.69225(N)    104 39 16.46795(W) AD(       ) 3
 CW0795  NAD 27      -  32 08 36.28877(N)    104 39 14.63911(W) AD(       ) 3
 CW0795  NGVD 29 (07/19/86) 1953.     (m)         6407.     (f) VERT ANG       
 CW0795
 CW0795.Superseded values are not recommended for survey control.
 CW0795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0795.See file dsdata.txt to determine how the superseded data were derived.
 CW0795
 CW0795_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SER3257656397(NAD 83)
 CW0795_MARKER: DD = SURVEY DISK
 CW0795_SETTING: 66 = SET IN ROCK OUTCROP
 CW0795_SP_SET: SET IN ROCK OUTCROP
 CW0795_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CW0795+STABILITY: POSITION/ELEVATION WELL
 CW0795_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CW0795+SATELLITE: SATELLITE OBSERVATIONS - January 06, 2004
 CW0795
 CW0795  HISTORY     - Date     Condition        Report By
 CW0795  HISTORY     - 1932     MONUMENTED       USGS
 CW0795  HISTORY     - 20020329 GOOD             INDIV
 CW0795  HISTORY     - 20040106 GOOD             INDIV
 CW0795
 CW0795                          STATION DESCRIPTION
 CW0795
 CW0795'DESCRIBED BY US GEOLOGICAL SURVEY 1932
 CW0795'ON W. END OF DINNER HILL, THE FIRST AND HIGHEST SUMMIT N. OF MAIN
 CW0795'RIDGE OF GUADALUPE MOUNTAINS, BETWEEN PUTNAM AND HORSE CANYONS, AND
 CW0795'0.5 MI. NE. OF HORSE SEEP.  STATION IS BEST REACHED FROM DARK CANYON
 CW0795'SIDE BY FOLLOWING UP RIDGE ON W. SIDE OF HORSE CANYON.
 CW0795'
 CW0795'STATION MARK--STANDARD TABLET, CEMENTED IN ROCK, SET FLUSH WITH
 CW0795'GROUND, AND STAMPED ---R 1932---.
 CW0795
 CW0795                          STATION RECOVERY (2002)
 CW0795
 CW0795'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (TAR)
 CW0795' 
 CW0795'NO RM'S FOUND, USED UTM GPS TO LOCATE THE MARK NEARLY COVERED BY GRASS
 CW0795' 
 CW0795'STONE PILE ERECTED WEST OF TRIG STA  DOUBLE
 CW0795
 CW0795                          STATION RECOVERY (2004)
 CW0795
 CW0795'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (TAR)
 CW0795'CORRECTION TO DESCRIPTION--  ROCK PILE PLACED W OF TRIG. STA.   THE
 CW0795'WORD DOUBLE SHOULD BE HORSE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0833 ***********************************************************************
 CW0833  DESIGNATION -  HORSE
 CW0833  PID         -  CW0833
 CW0833  STATE/COUNTY-  NM/CHAVES
 CW0833  USGS QUAD   -  ENCINO DRAW (1978)
 CW0833
 CW0833                         *CURRENT SURVEY CONTROL
 CW0833  ___________________________________________________________________
 CW0833* NAD 83(1992)-  32 41 18.66721(N)    104 57 52.89126(W)     ADJUSTED  
 CW0833* NAVD 88     -      1510.     (meters)    4954.     (feet)  SCALED    
 CW0833  ___________________________________________________________________
 CW0833  LAPLACE CORR-          -4.66  (seconds)                    DEFLEC99
 CW0833  GEOID HEIGHT-         -21.90  (meters)                     GEOID03
 CW0833
 CW0833  HORZ ORDER  -  SECOND
 CW0833
 CW0833.The horizontal coordinates were established by classical geodetic methods
 CW0833.and adjusted by the National Geodetic Survey in December 1993..
 CW0833
 CW0833.The orthometric height was scaled from a topographic map.
 CW0833
 CW0833.The Laplace correction was computed from DEFLEC99 derived deflections.
 CW0833
 CW0833.The geoid height was determined by GEOID03.
 CW0833
 CW0833;                    North         East     Units Scale Factor Converg.
 CW0833;SPC NM E     -   187,389.065   105,795.934   MT  0.99995230   -0 20 27.6
 CW0833;SPC NM E     -   614,792.29    347,098.83   sFT  0.99995230   -0 20 27.6
 CW0833;UTM  13      - 3,616,757.506   503,309.865   MT  0.99960014   +0 01 08.6
 CW0833
 CW0833!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CW0833!SPC NM E     -   0.99976647  x   0.99995230  =   0.99971879
 CW0833!UTM  13      -   0.99976647  x   0.99960014  =   0.99936671
 CW0833
 CW0833:                Primary Azimuth Mark                     Grid Az
 CW0833:SPC NM E     -  HORSE AZ MK                              250 50 57.2
 CW0833:UTM  13      -  HORSE AZ MK                              250 29 21.0
 CW0833
 CW0833|---------------------------------------------------------------------|
 CW0833| PID    Reference Object                     Distance      Geod. Az  |
 CW0833|                                                           dddmmss.s |
 CW0833| CH9602 HORSE AZ MK                                        2503029.6 |
 CW0833| CH9604 HORSE RM 2                            9.607 METERS 29130     |
 CW0833| CH9603 HORSE RM 1                            6.203 METERS 35915     |
 CW0833|---------------------------------------------------------------------|
 CW0833
 CW0833                          SUPERSEDED SURVEY CONTROL
 CW0833
 CW0833  NAD 83(1986)-  32 41 18.67338(N)    104 57 52.88834(W) AD(       ) 2
 CW0833  NAD 27      -  32 41 18.29000(N)    104 57 50.98500(W) AD(       ) 2
 CW0833
 CW0833.Superseded values are not recommended for survey control.
 CW0833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0833.See file dsdata.txt to determine how the superseded data were derived.
 CW0833
 CW0833_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES0331016758(NAD 83)
 CW0833_MARKER: DS = TRIANGULATION STATION DISK
 CW0833_SETTING: 80 = SET IN A BOULDER
 CW0833_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 CW0833
 CW0833  HISTORY     - Date     Condition        Report By
 CW0833  HISTORY     - 1943     MONUMENTED       CGS
 CW0833  HISTORY     - 1954     GOOD             BAKER
 CW0833
 CW0833                          STATION DESCRIPTION
 CW0833
 CW0833'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (EHB)
 CW0833'STATION IS LOCATED 15.5 MILES AIRLINE SW OF HOPE, AND ABOUT
 CW0833'2.5 MILES SE OF THE CAUHOPES RANCH, NEAR THE W END OF A PROMINENT
 CW0833'RIDGE ON THE HIGHEST POINT IN THE VICINITY, ABOUT 150 YARDS
 CW0833'N OF A TRACK ROAD LEADING SW FROM THE CASSABON RANCH, AND
 CW0833'150 FEET N OF A FENCE LINE OVER HILL.  A BRONZE STATION
 CW0833'DISK SET IN A BOULDER FLUSH WITH THE GROUND.  STAMPED HORSE
 CW0833'1943.
 CW0833'
 CW0833'REFERENCE MARK 1 IS N OF THE STATION.  A BRONZE REFERENCE
 CW0833'DISK SET IN A BOULDER FLUSH WITH THE GROUND.  STAMPED HORSE
 CW0833'NO 1 1943.
 CW0833'
 CW0833'REFERENCE MARK 2 IS WNW OF THE STATION.  A BRONZE REFERENCE
 CW0833'DISK SET IN A BOULDER FLUSH WITH THE GROUND.  STAMPED HORSE
 CW0833'NO 2 1943.
 CW0833'
 CW0833'AZIMUTH MARK IS 0.6 MILE WSW OF THE STATION, 46 FEET S OF A
 CW0833'FENCE LINE, AND 12 FEET S OF THE CENTER LINE OF A TRACK ROAD.
 CW0833'A BRONZE AZIMUTH DISK SET IN A ROCK OUTCROP FLUSH WITH THE
 CW0833'GROUND.  STAMPED HORSE 1943.
 CW0833'
 CW0833'TO REACH FROM THE POST OFFICE IN HOPE, GO W ON STATE HIGHWAY
 CW0833'83 FOR 0.2 MILE TO JUNCTION OF A GRAVEL ROAD TO LEFT.  TURN
 CW0833'LEFT AND FOLLOW GRAVEL ROAD S FOR 3.0 MILES TO T-ROAD RIGHT.
 CW0833'TURN RIGHT AND FOLLOW BLADED ROAD S FOR 3.0 MILES TO GATE,
 CW0833'PASS THROUGH GATE, CONTINUE ON BLADED ROAD FOR 5.4 MILES TO
 CW0833'FORKS.  TAKE LEFT FORK AND CONTINUE W FOR 1.5 MILES TO CASABONS
 CW0833'RANCH.  TAKE LEFT FORK AT N SIDE OF RANCHHOUSE AND FOLLOW
 CW0833'TRACK ROAD SW OVER RIDGE 1.8 MILES TO FORKS AFTER TWO ROADS
 CW0833'RUN PARALLEL FOR ABOUT 0.4 MILE.  TAKE RIGHT ROAD, DIMMER OF
 CW0833'TWO, AND SW ALONG RIDGE FOR 2.8 MILES TO A GATE.  PASS
 CW0833'THROUGH GATE AND FOLLOW MAIN TRACK ROAD 1.0 MILE TO A GATE.
 CW0833'PASS THROUGH GATE AND CONTINUE W ON RIDGE ROAD FOR 1.0
 CW0833'MILE.  HERE LEAVE ROAD AND DRIVE N ACROSS COUNTRY FOR 0.05
 CW0833'MILE TO A FENCE.  FROM FENCE PACK N ABOUT 150 FEET TO
 CW0833'THE HIGHEST POINT OF RIDGE AND STATION.
 CW0833'
 CW0833'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 CW0833
 CW0833                          STATION RECOVERY (1954)
 CW0833
 CW0833'RECOVERY NOTE BY M BAKER JR INCORPORATED 1954 (MB)
 CW0833'STATION FOUND AS DESCRIBED.  REFERENCE MARKS IN GOOD CONDITION.
 CW0833'AZIMUTH MARK NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0803 ***********************************************************************
 DT0803  DESIGNATION -  HORSE
 DT0803  PID         -  DT0803
 DT0803  STATE/COUNTY-  NM/CATRON
 DT0803  USGS QUAD   -  HORSE MOUNTAIN WEST (1981)
 DT0803
 DT0803                         *CURRENT SURVEY CONTROL
 DT0803  ___________________________________________________________________
 DT0803* NAD 83(1992)-  33 58 34.90157(N)    108 07 36.14340(W)     ADJUSTED  
 DT0803* NAVD 88     -      2912.     (meters)    9554.     (feet)  SCALED    
 DT0803  ___________________________________________________________________
 DT0803  LAPLACE CORR-           0.24  (seconds)                    DEFLEC99
 DT0803  GEOID HEIGHT-         -21.75  (meters)                     GEOID03
 DT0803
 DT0803  HORZ ORDER  -  THIRD
 DT0803
 DT0803.The horizontal coordinates were established by classical geodetic methods
 DT0803.and adjusted by the National Geodetic Survey in December 1993..
 DT0803
 DT0803.The orthometric height was scaled from a topographic map.
 DT0803
 DT0803.The Laplace correction was computed from DEFLEC99 derived deflections.
 DT0803
 DT0803.The geoid height was determined by GEOID03.
 DT0803
 DT0803;                    North         East     Units Scale Factor Converg.
 DT0803;SPC NM W     -   330,076.370   802,891.492   MT  0.99992572   -0 09 50.2
 DT0803;SPC NM W     - 1,082,925.56  2,634,153.17   sFT  0.99992572   -0 09 50.2
 DT0803;UTM  12      - 3,763,256.664   765,457.996   MT  1.00046878   +1 36 24.1
 DT0803
 DT0803!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DT0803!SPC NM W     -   0.99954649  x   0.99992572  =   0.99947224
 DT0803!UTM  12      -   0.99954649  x   1.00046878  =   1.00001506
 DT0803
 DT0803                          SUPERSEDED SURVEY CONTROL
 DT0803
 DT0803  NAD 83(1986)-  33 58 34.90428(N)    108 07 36.14615(W) AD(       ) 3
 DT0803
 DT0803.Superseded values are not recommended for survey control.
 DT0803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0803.See file dsdata.txt to determine how the superseded data were derived.
 DT0803
 DT0803_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYC6545863257(NAD 83)
 DT0803_MARKER: DS = TRIANGULATION STATION DISK
 DT0803_SETTING: 0 = UNSPECIFIED SETTING
 DT0803_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DT0803
 DT0803  HISTORY     - Date     Condition        Report By
 DT0803  HISTORY     - 1915     MONUMENTED       USGS
 DT0803
 DT0803                          STATION DESCRIPTION
 DT0803
 DT0803'DESCRIBED BY US GEOLOGICAL SURVEY 1915
 DT0803'IN T 4 S, R 12 W, SEC. 7, ON THE MORE NORTHERN AND HIGHER OF TWO PEAKS
 DT0803'OF HORSE MOUNTAIN, A WELL-KNOWN AND VERY PROMINENT LANDMARK.  IT IS 7
 DT0803'MI. NW. OF HORSE SPRINGS AND 3.5 MI. N. OF GUTIERREZS RANCH, BOTH ON
 DT0803'THE MAGDALENA AND RESERVE STAGE ROAD.  AN OLD CAIRN 4 FT. HIGH WAS
 DT0803'FOUND ON SUMMIT AND WAS PROBABLY A POINT USED BY THE WHEELER SURVEY.
 DT0803'CAIRN WAS REMOVED AND NEW STATION BUILT IN SAME PLACE.
 DT0803'
 DT0803'STATION MARK--STANDARD BRONZE TABLET IN 8 BY 8 IN. STONE, SET 2 FT.
 DT0803'IN GROUND, OVER WHICH WAS BUILT A CAIRN 8 FT. HIGH WITH A PINE TREE IN
 DT0803'CENTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0449 ***********************************************************************
 FP0449  DESIGNATION -  HOSTA
 FP0449  PID         -  FP0449
 FP0449  STATE/COUNTY-  NM/MCKINLEY
 FP0449  USGS QUAD   -  HOSTA BUTTE (1963)
 FP0449
 FP0449                         *CURRENT SURVEY CONTROL
 FP0449  ___________________________________________________________________
 FP0449* NAD 83(1992)-  35 35 13.37003(N)    108 11 41.32246(W)     ADJUSTED  
 FP0449* NAVD 88     -      2628.7    (meters)    8624.     (feet)  VERTCON   
 FP0449  ___________________________________________________________________
 FP0449  LAPLACE CORR-          -0.24  (seconds)                    DEFLEC99
 FP0449  GEOID HEIGHT-         -20.44  (meters)                     GEOID03
 FP0449
 FP0449  HORZ ORDER  -  FIRST
 FP0449
 FP0449.The horizontal coordinates were established by classical geodetic methods
 FP0449.and adjusted by the National Geodetic Survey in December 1993..
 FP0449
 FP0449.The NAVD 88 height was computed by applying the VERTCON shift value to
 FP0449.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FP0449
 FP0449.The Laplace correction was computed from DEFLEC99 derived deflections.
 FP0449
 FP0449.The geoid height was determined by GEOID03.
 FP0449
 FP0449;                    North         East     Units Scale Factor Converg.
 FP0449;SPC NM W     -   508,766.839   797,241.360   MT  0.99992989   -0 12 37.3
 FP0449;SPC NM W     - 1,669,179.20  2,615,616.03   sFT  0.99992989   -0 12 37.3
 FP0449;UTM  12      - 3,941,770.077   754,169.486   MT  1.00039617   +1 37 60.0
 FP0449
 FP0449!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FP0449!SPC NM W     -   0.99959079  x   0.99992989  =   0.99952071
 FP0449!UTM  12      -   0.99959079  x   1.00039617  =   0.99998680
 FP0449
 FP0449|---------------------------------------------------------------------|
 FP0449| PID    Reference Object                     Distance      Geod. Az  |
 FP0449|                                                           dddmmss.s |
 FP0449| CD3499 HOSTA RM 1                           10.290 METERS 05813     |
 FP0449| CD3498 HOSTA AZ MK                                        1572727.5 |
 FP0449| FP0457 MT POWELL ATT MICROWAVE MAST        APPROX.14.0 KM 1972356.5 |
 FP0449| GO0491 SHIPROCK HIGHEST PINNACLE                          3345249.3 |
 FP0449| CD3500 HOSTA RM 2                           12.690 METERS 34430     |
 FP0449|---------------------------------------------------------------------|
 FP0449
 FP0449                          SUPERSEDED SURVEY CONTROL
 FP0449
 FP0449  NAD 83(1986)-  35 35 13.37037(N)    108 11 41.32481(W) AD(       ) 1
 FP0449  NAD 27      -  35 35 13.28519(N)    108 11 39.07985(W) AD(       ) 1
 FP0449  NGVD 29 (07/19/86) 2627.5    (m)         8620.     (f) VERT ANG       
 FP0449
 FP0449.Superseded values are not recommended for survey control.
 FP0449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0449.See file dsdata.txt to determine how the superseded data were derived.
 FP0449
 FP0449_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYE5416941770(NAD 83)
 FP0449_MARKER: DS = TRIANGULATION STATION DISK
 FP0449_SETTING: 66 = SET IN ROCK OUTCROP
 FP0449_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 FP0449
 FP0449  HISTORY     - Date     Condition        Report By
 FP0449  HISTORY     - 1934     MONUMENTED       CGS
 FP0449  HISTORY     - 1945     GOOD             CGS
 FP0449  HISTORY     - 1960     GOOD             CGS
 FP0449  HISTORY     - 1966     GOOD             CGS
 FP0449
 FP0449                          STATION DESCRIPTION
 FP0449
 FP0449'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (EBL)
 FP0449'STATION IS ABOUT 13 MILES N BY E OF THOREAU, ABOUT 6 MILES SSW
 FP0449'OF CROWN POINT, ABOUT 6 MILES SE OF S OF THE SE CORNER OF NAVAJO
 FP0449'INDIAN RESERVATION, IN THE SE PART OF T. 16 N., R. 13 W., AND ON
 FP0449'THE W END OF A PROMINENT BUTTE LOCALLY KNOWN AS HOSTA BUTTE.
 FP0449'
 FP0449'STATION AND REFERENCE MARKS ARE BRONZE DISKS SET IN BEDROCK.
 FP0449'
 FP0449'REFERENCE MARK 1 IS 10.315 METERS (33.84 FEET) FROM STATION.
 FP0449'
 FP0449'REFERENCE MARK 2 IS 12.710 METERS (41.70 FEET) FROM STATION.
 FP0449'
 FP0449'SHIPROCK, HIGHEST POINT, MAY BE USED AS AN AZIMUTH MARK.
 FP0449'
 FP0449'TO REACH STATION FROM THOREAU POST OFFICE, GO E 0.3 MILE ON
 FP0449'U.S. HIGHWAY 66, TURN LEFT ONTO CROWN POINT ROAD AND PROCEED N
 FP0449'15.3 MILES TO POINT WHERE ROAD GOES INTO CANYON, TURN BACK
 FP0449'SHARPLY TO LEFT AND GO 0.2 MILE TO FROK, TAKE LEFT FORK AND GO
 FP0449'0.2 MILE ON ROAD DOWN LEFT SIDE OF CANYON TO DAM, FOLLOW ROAD
 FP0449'OVER DAM 0.8 MILE TO POINT WHERE ROAD TURNS SHARPLY TO LEFT AND
 FP0449'GOES TO TOP OF RIDGE, FOLLOW THIS ROAD 0.7 MILE, TAKE LEFT
 FP0449'FORK AND GO 0.7 MILE, TAKE LEFT FORK AND GO 0.3 MILE, TURN RIGHT
 FP0449'UP DRAW AND GO STRAIGHT (W) TOWARD BUTTE 0.6 MILE TO ITS FOOT.
 FP0449'FROM HERE IT IS ABOUT A 30-MINUTE PACK CLIMB TO TOP, THEN GO TO
 FP0449'W OR NW END OF BUTTE AND STATION.
 FP0449
 FP0449                          STATION RECOVERY (1945)
 FP0449
 FP0449'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (RAM)
 FP0449'STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.
 FP0449'MEASURED DISTANCES TO REFERENCE MARKS DO NOT AGREE WITH PUBLISHED
 FP0449'DISTANCES.  NEW MEASUREMENTS WERE CHECKED AND ARE GIVEN BELOW.
 FP0449'AN AZIMUTH MARK WAS SET.
 FP0449'
 FP0449'STATION IS LOCATED ABOUT 13 MILES (AIR LINE) N OF THOREAU, 6
 FP0449'MILES SSW OF CROWNPOINT, AND 6 MILES SSE OF THE SE CORNER OF THE
 FP0449'EASTERN NAVAJO INDIAN RESERVATION, ON THE NW AND HIGHEST PART OF
 FP0449'A PROMINENT BUTTE KNOWN LOCALLY AS HOSTA BUTTE.
 FP0449'
 FP0449'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 56
 FP0449'WITH U.S. HIGHWAY 66 JUST S OF THOREAU, GO NE AND N ON STATE
 FP0449'HIGHWAY 56 (CROWNPOINT ROAD) FOR 15.9 MILES.  HERE TURN OFF THE
 FP0449'MAIN ROAD ONTO A TRACK ROAD GOING W UP A CANYON.  GO 0.6 MILE UP
 FP0449'THE CANYON, PASSING ON THE S SIDE OF A DAM ACROSS THE CANYON.  TAKE
 FP0449'THE LEFT FORK AND GO UP THE LEFT CANYON FOR 0.5 MILE.  HERE
 FP0449'TURN SHARPLY TO THE LEFT, CLIMBING THE S SIDE OF THE CANYON.
 FP0449'GO 0.6 MILE TO A FORK, TAKE THE LEFT FORK AND GO 0.6 MILE TO A
 FP0449'FORK, TAKE THE RIGHT FORK AND GO 0.5 MILE.  HERE TURN RIGHT (W)
 FP0449'UP THE DRAW AND GO 0.5 MILE TO THE FOOT OF THE BUTTE.  FROM
 FP0449'HERE PACK TO THE TOP AND THEN TO THE NW TO THE HIGHEST PART AND
 FP0449'STATION.  A 1/2-HOUR PACK.
 FP0449'
 FP0449'STATION IS LOCATED 21 FEET E OF THE W RIM WHICH GOES AROUND THE
 FP0449'BUTTE.  IT IS MARKED BY A BRONZE STATION DISK STAMPED HOSTA
 FP0449'1934 AND IS APPARENTLY CEMENTED IN A DRILL HOLE IN BEDROCK FLUSH
 FP0449'WITH THE SURFACE.
 FP0449'
 FP0449'REFERENCE MARK 1 IS NE OF THE STATION AND AT ABOUT THE SAME
 FP0449'LEVEL.  IT IS A BRONZE REFERENCE DISK STAMPED HOSTA NO 1 1934
 FP0449'AND IS APPARENTLY CEMENTED IN A DRILL HOLE IN BEDROCK FLUSH WITH
 FP0449'THE SURFACE.
 FP0449'
 FP0449'REFERENCE MARK 2 IS NNW OF THE STATION AND AT ABOUT THE SAME
 FP0449'LEVEL.  IT IS A BRONZE REFERENCE DISK STAMPED HOSTA NO 2 1934
 FP0449'AND IS APPARENTLY CEMENTED IN A DRILL HOLE IN BEDROCK FLUSH WITH
 FP0449'THE SURFACE.
 FP0449'
 FP0449'AZIMUTH MARK IS LOCATED 3/16 MILE SSE OF THE STATION, 3 FEET NW
 FP0449'OF A CAIRN, AND 3 FEET E OF WHERE THE RIM DROPS OFF.  IT IS A
 FP0449'BRONZE AZIMUTH DISK STAMPED HOSTA 1945 AND IS CEMENTED IN A DRILL
 FP0449'HOLE IN A BOULDER FLUSH WITH THE SURROUNDING SURFACE.
 FP0449
 FP0449                          STATION RECOVERY (1960)
 FP0449
 FP0449'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (DCM)
 FP0449'STATION RECOVERED IN GOOD CONDITION.  ANGLES CHECKED THOSE TURNED
 FP0449'IN 1945.  DISTANCES WERE NOT TAPED.
 FP0449'
 FP0449'CHANGE IN 1945 TO REACH BY R.A.M.-- , CLIMBING THE S SIDE OF THE
 FP0449'CANYON.  GO 0.2 MILE TO A FORK, TAKE RIGHT FORK AND GO 0.4 MILE
 FP0449'TO A DIM FORK LEFT.  TAKE RIGHT FORK (STRAIGHT AHEAD) FOR 0.6
 FP0449'MILE TO A FORK, TAKE RIGHT FORK AND GO 0.5 MILE.  HERE TURN OFF
 FP0449'ROAD LEFT (W) UP THE DRAW AND GO 0.5 MILE TO THE FOOT OF THE
 FP0449'BUTTE.  ABOUT 1 HOUR PACK TO STATION.
 FP0449
 FP0449                          STATION RECOVERY (1966)
 FP0449
 FP0449'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JC)
 FP0449'THE STATION MARK, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK WERE
 FP0449'RECOVERED.
 FP0449'
 FP0449'DUE TO ROAD CHANGES A NEW COMPLETE DESCRIPTION FOLLOWS.
 FP0449'
 FP0449'STATION IS ABOUT 13 MILES (AIR LINE) NORTH OF THOREAU, 6 MILES
 FP0449'SOUTH-SOUTHWEST OF CROWNPOINT, AND 6 MILES SOUTH-SOUTHEAST OF THE
 FP0449'SOUTHEAST CORNER OF THE NAVAJO INDIAN RESERVATION, ON THE NORTHWEST
 FP0449'AND HIGHEST PART OF A PROMINENT BUTTE KNOWN LOCALLY AS HOSTA
 FP0449'BUTTE.
 FP0449'
 FP0449'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 56 AND
 FP0449'INTERSTATE HIGHWAY 40 NEAR THOREAU, GO NORTH ON STATE HIGHWAY
 FP0449'56 FOR 16.6 MILES TO A SIDE ROAD LEFT.  TURN LEFT AND GO WEST
 FP0449'UP A NARROW CANYON, (PASSING ACROSS THE SOUTH END OF AN EARTHEN
 FP0449'DAM) FOR 1.1 MILES TO OLD CORRALS AND HOGAN ON THE RIGHT AND
 FP0449'A SHARP ROAD FORK.  TAKE THE LEFT FORK AND GO UP A STEEP HILL
 FP0449'FOR 0.6 MILE TO TOP OF RIDGE.  STAY ON MAIN TRAVELED ROAD FOR
 FP0449'0.8 MILE TO A DIM SIDE ROAD LEFT, (THIS IS JUST AFTER CROSSING
 FP0449'A WASH) TURN LEFT 1.0 MILE TO DIM TRACK ROAD RIGHT UP A
 FP0449'BRUSHY OPENING IN A SMALL DRAW, TURN RIGHT, UP DRAW, FOR 0.6
 FP0449'MILE TO END OF TRUCK TRAVEL.  FROM HERE PACK IN A WESTERLY
 FP0449'DIRECTION TO TOP OF MESA, THEN ACROSS MESA TO THE STATION.
 FP0449'THIS IS A ONE HOUR PACK.
 FP0449'
 FP0449'STATION MARK IS A BRONZE DISK STAMPED HOSTA 1934, AND IS
 FP0449'APPARENTLY CEMENTED IN A DRILL HOLE IN BEDROCK AND IS FLUSH WITH
 FP0449'THE SURFACE.  IT IS 21 FEET EAST OF THE WEST RIM OF THE BUTTE.
 FP0449'
 FP0449'REFERENCE MARK 1 IS A BRONZE DISK STAMPED HOSTA NO 1 1934, AND
 FP0449'IS CEMENTED IN A DRILL HOLE IN BEDROCK FLUSH WITH THE SURFACE.
 FP0449'
 FP0449'REFERENCE MARK 2 IS A BRONZE DISK STAMPED HOSTA NO 2 1934, AND IS
 FP0449'CEMENTED IN A DRILL HOLE IN BEDROCK FLUSH WITH THE SURFACE.
 FP0449'
 FP0449'AZIMUTH MARK IS A BRONZE DISK STAMPED HOSTA 1945, AND IS CEMENTED
 FP0449'IN A DRILL HOLE IN A BOULDER THAT IS FLUSH WITH THE SURROUNDING
 FP0449'SURFACE.  IT IS 3 FEET NORTHWEST OF A CAIRN, AND 3 FEET EAST OF THE
 FP0449'WEST RIM OF THE BUTTE.
 FP0449'
 FP0449'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 6 MILES
 FP0449'SSW OF CROWN POINT
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1481 ***********************************************************************
 CX1481  DESIGNATION -  HOTEL
 CX1481  PID         -  CX1481
 CX1481  STATE/COUNTY-  NM/OTERO
 CX1481  USGS QUAD   -  FOSTER LAKE (1982)
 CX1481
 CX1481                         *CURRENT SURVEY CONTROL
 CX1481  ___________________________________________________________________
 CX1481* NAD 83(1992)-  32 43 46.11425(N)    106 12 50.77404(W)     ADJUSTED  
 CX1481* NAVD 88     -      1218.27   (+/-2cm)    3996.9    (feet)  VERTCON   
 CX1481  ___________________________________________________________________
 CX1481  LAPLACE CORR-           2.90  (seconds)                    DEFLEC99
 CX1481  GEOID HEIGHT-         -23.20  (meters)                     GEOID03
 CX1481
 CX1481  HORZ ORDER  -  FIRST
 CX1481  VERT ORDER  -  THIRD ? (See Below)
 CX1481
 CX1481.The horizontal coordinates were established by classical geodetic methods
 CX1481.and adjusted by the National Geodetic Survey in December 1993..
 CX1481
 CX1481.The NAVD 88 height was computed by applying the VERTCON shift value to
 CX1481.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CX1481.The vertical order pertains to the NGVD 29 superseded value.
 CX1481
 CX1481.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1481
 CX1481.The geoid height was determined by GEOID03.
 CX1481
 CX1481;                    North         East     Units Scale Factor Converg.
 CX1481;SPC NM C     -   191,753.465   503,364.469   MT  0.99990014   +0 01 09.9
 CX1481;SPC NM C     -   629,111.16  1,651,454.93   sFT  0.99990014   +0 01 09.9
 CX1481;UTM  13      - 3,621,949.055   386,235.058   MT  0.99975959   -0 39 23.4
 CX1481
 CX1481!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1481!SPC NM C     -   0.99981240  x   0.99990014  =   0.99971256
 CX1481!UTM  13      -   0.99981240  x   0.99975959  =   0.99957204
 CX1481
 CX1481|---------------------------------------------------------------------|
 CX1481| PID    Reference Object                     Distance      Geod. Az  |
 CX1481|                                                           dddmmss.s |
 CX1481| CX0040 S 321                                12.139 METERS 11123     |
 CX1481| CX0036 SANDS NE BASE                       390.162 METERS 12706     |
 CX1481| CX0039 TS 32                                24.673 METERS 14736     |
 CX1481|---------------------------------------------------------------------|
 CX1481
 CX1481                          SUPERSEDED SURVEY CONTROL
 CX1481
 CX1481  NAD 83(1986)-  32 43 46.12161(N)    106 12 50.77517(W) AD(       ) 1
 CX1481  NAD 27      -  32 43 45.81102(N)    106 12 48.79099(W) AD(       ) 1
 CX1481  NGVD 29 (07/19/86) 1217.69   (m)         3995.0    (f) LEVELING    3  
 CX1481
 CX1481.Superseded values are not recommended for survey control.
 CX1481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1481.See file dsdata.txt to determine how the superseded data were derived.
 CX1481
 CX1481_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS8623521949(NAD 83)
 CX1481_MARKER: DS = TRIANGULATION STATION DISK
 CX1481_SETTING: 0 = UNSPECIFIED SETTING
 CX1481_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX1481
 CX1481  HISTORY     - Date     Condition        Report By
 CX1481  HISTORY     - 1967     MONUMENTED       CGS
 CX1481
 CX1481                          STATION DESCRIPTION
 CX1481
 CX1481'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (JBJ)
 CX1481'THE STATION IS ABOUT 29 MILES NORTHEAST OF THE MISSILE RANGE
 CX1481'HEADQUARTERS AND 1/4 MILE NORTHWEST OF U.S. HIGHWAY 70.
 CX1481'
 CX1481'TO REACH THE STATION FROM THE HEADQUARTERS BUILDING, GO NORTH ON
 CX1481'HEADQUARTERS AVENUE, PASSING THROUGH A CHECK POINT, FOR 4.0 MILES
 CX1481'TO U.S. HIGHWAY 70.  TURN RIGHT AND GO NORTHEAST ON U.S. HIGHWAY 70
 CX1481'FOR 4.25 MILES TO A SIDE ROAD LEFT.  ROUTE 7.  CONTINUE NORTHEAST
 CX1481'ON U.S. HIGHWAY 70 FOR 11.4 MILES TO A PAVED SIDE ROAD LEFT WHICH
 CX1481'IS THE ENTRANCE ROAD TO THE MARS SITE.  CONTINUE NORTHEAST ON
 CX1481'U.S.  HIGHWAY 70 FOR 9.3 MILES TO A GRAVELED SIDE ROAD LEFT. (TO
 CX1481'REACH SANDS NE BASE 1952 FROM THIS POINT CONTINUE NORTHEAST ON U.S.
 CX1481'HIGHWAY 70 FOR 0.1 MILE TO THE STATION ON THE RIGHT.) TURN LEFT
 CX1481'AND GO NORTH, PASSING THROUGH A LOCKED GATE, FOR 0.25 MILE TO THE
 CX1481'STATION ON THE LEFT.
 CX1481'
 CX1481'THE STATION MARK IS A STANDARD DISK, STAMPED HOTEL 1967, CEMENTED IN
 CX1481'A DRILL HOLE IN THE CONCRETE ROOF OF BUILDING NUMBER 26490.  IT IS
 CX1481'3.3 FEET SOUTH OF THE NORTH WALL AND 2.2 FEET EAST OF THE WEST WALL
 CX1481'OF THE BUILDING.
 CX1481'
 CX1481'TS 32 WSPG IS A BRONZE DISK OF THE WHITE SANDS PROVING GROUNDS,
 CX1481'STAMPED TS 32, SET IN THE TOP OF A ROUND CONCRETE POST, 6 INCHES IN
 CX1481'DIAMETER, THAT PROJECTS 7 INCHES ABOVE THE GROUND.  IT IS 99.5 FEET
 CX1481'WEST OF THE CENTERLINE OF A GRAVELED ROAD AND 69.3 FEET
 CX1481'SOUTH OF THE SOUTH SIDE OF THE BUILDING.  IT IS 12 FEET LOWER IN
 CX1481'ELEVATION THAN THE STATION.
 CX1481'
 CX1481'BENCH MARK S 321 IS A STANDARD DISK, STAMPED S 321 1966, SET IN THE
 CX1481'TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT IS FLUSH
 CX1481'WITH THE GROUND.  IT IS 82.5 FEET WEST OF THE CENTERLINE OF A
 CX1481'GRAVELED ROAD, 24.9 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 CX1481'BUILDING AND ABOUT 12 FEET LOWER IN ELEVATION THAN THE STATION.
 CX1481'
 CX1481'TRIANGULATION STATION SANDS NE BASE 1952 WILL SERVE AS AN AZIMUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0757 ***********************************************************************
 GL0757  DESIGNATION -  HOWARD
 GL0757  PID         -  GL0757
 GL0757  STATE/COUNTY-  NM/UNION
 GL0757  USGS QUAD   -  CAR TOP BUTTE (1966)
 GL0757
 GL0757                         *CURRENT SURVEY CONTROL
 GL0757  ___________________________________________________________________
 GL0757* NAD 83(1992)-  36 08 44.37561(N)    103 25 38.68214(W)     ADJUSTED  
 GL0757* NAVD 88     -      1546.782  (meters)    5074.73   (feet)  ADJUSTED  
 GL0757  ___________________________________________________________________
 GL0757  LAPLACE CORR-          -7.17  (seconds)                    DEFLEC99
 GL0757  GEOID HEIGHT-         -21.46  (meters)                     GEOID03
 GL0757  DYNAMIC HT  -        1544.929 (meters)    5068.65  (feet)  COMP
 GL0757  MODELED GRAV-     979,379.5   (mgal)                       NAVD 88
 GL0757
 GL0757  HORZ ORDER  -  FIRST
 GL0757  VERT ORDER  -  SECOND    CLASS 0
 GL0757
 GL0757.The horizontal coordinates were established by classical geodetic methods
 GL0757.and adjusted by the National Geodetic Survey in December 1993..
 GL0757
 GL0757.The orthometric height was determined by differential leveling
 GL0757.and adjusted by the National Geodetic Survey in June 1991..
 GL0757
 GL0757.The Laplace correction was computed from DEFLEC99 derived deflections.
 GL0757
 GL0757.The geoid height was determined by GEOID03.
 GL0757
 GL0757.The dynamic height is computed by dividing the NAVD 88
 GL0757.geopotential number by the normal gravity value computed on the
 GL0757.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0757.degrees latitude (g = 980.6199 gals.).
 GL0757
 GL0757.The modeled gravity was interpolated from observed gravity values.
 GL0757
 GL0757;                    North         East     Units Scale Factor Converg.
 GL0757;SPC NM E     -   571,059.108   246,524.395   MT  0.99999096   +0 32 03.8
 GL0757;SPC NM E     - 1,873,549.76    808,805.45   sFT  0.99999096   +0 32 03.8
 GL0757;UTM  13      - 4,001,249.839   641,477.998   MT  0.99984663   +0 55 39.8
 GL0757
 GL0757!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GL0757!SPC NM E     -   0.99976066  x   0.99999096  =   0.99975162
 GL0757!UTM  13      -   0.99976066  x   0.99984663  =   0.99960733
 GL0757
 GL0757:                Primary Azimuth Mark                     Grid Az
 GL0757:SPC NM E     -  Y 277                                    030 02 40.1
 GL0757:UTM  13      -  Y 277                                    029 39 04.1
 GL0757
 GL0757|---------------------------------------------------------------------|
 GL0757| PID    Reference Object                     Distance      Geod. Az  |
 GL0757|                                                           dddmmss.s |
 GL0757| GL0761 Y 277                                              0303443.9 |
 GL0757| CM8803 HOWARD AZ MK                                       0305800.8 |
 GL0757| GL0754 HOWARD RM 1                          45.964 METERS 08059     |
 GL0757| GL0758 HOWARD RM 2                          44.019 METERS 16523     |
 GL0757|---------------------------------------------------------------------|
 GL0757
 GL0757                          SUPERSEDED SURVEY CONTROL
 GL0757
 GL0757  NAD 83(1986)-  36 08 44.38440(N)    103 25 38.67935(W) AD(       ) 1
 GL0757  NAD 27      -  36 08 44.26680(N)    103 25 36.85640(W) AD(       ) 1
 GL0757  NGVD 29 (??/??/92) 1546.074  (m)         5072.41   (f) ADJ UNCH    2 0
 GL0757
 GL0757.Superseded values are not recommended for survey control.
 GL0757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0757.See file dsdata.txt to determine how the superseded data were derived.
 GL0757
 GL0757_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA4147801250(NAD 83)
 GL0757_MARKER: DS = TRIANGULATION STATION DISK
 GL0757_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0757_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0757_STAMPING: HOWARD 1935
 GL0757_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0757+STABILITY: SURFACE MOTION
 GL0757
 GL0757  HISTORY     - Date     Condition        Report By
 GL0757  HISTORY     - 1935     MONUMENTED       CGS
 GL0757  HISTORY     - 1955     GOOD             CGS
 GL0757  HISTORY     - 1955     GOOD             NGS
 GL0757  HISTORY     - 1960     GOOD             CGS
 GL0757
 GL0757                          STATION DESCRIPTION
 GL0757
 GL0757'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 GL0757'LOCATED 25 MILES AIR LINE SOUTH-SOUTHWEST OF CLAYTON, IN THE
 GL0757'SW 1/4, SEC. 9, T. 22 N., R. 33 E., AND ON THE TOP OF A SMOOTH,
 GL0757'GRASSY HILL ON LAND OWNED IN 1935 BY MR. ST. CLAIR HAMMOND
 GL0757'AND LEASED BY MR. W.G. HOWARD WHOSE HOUSE IS ABOUT 1.0 MILE
 GL0757'NORTH-NORTHEAST.  TO REACH THE STATION FROM THE CLAPHAM POST
 GL0757'OFFICE DRIVE WEST 0.1 MILE, THENCE SOUTH 0.2 MILE, TAKE THE
 GL0757'RIGHT FORK, MAIN ROAD, AND GO WEST 1.6 MILES, PASS THROUGH
 GL0757'A CATTLE GUARD, TURN NORTH AND GO 0.1 MILE, THENCE WEST 1.0
 GL0757'MILE TO T INTERSECTION OF THE ROADS AT THE RANCH HOUSE OF
 GL0757'W.G.  HOWARD, TURN LEFT AND GO SOUTH 0.1 MILE TO A FENCE
 GL0757'CORNER AND GATE.  THE AZIMUTH M ARK IS AT THIS POINT.  DRIVE
 GL0757'SOUTH ALONG THE WEST SIDE OF THE FENCE 1.0 MILE TO A FENCE
 GL0757'CORNER, TURN WEST AND GO 0.4 MILE ALONG THE NORTH SIDE OF
 GL0757'THE FENCE TO THE CREST OF THE RIDGE, TURN NORTH AND GO 0.1
 GL0757'MILE TO TOP OF HILL AND STATION.  THE SURFACE, UNDERGROUND,
 GL0757'REFERENCE, AND AZIMUTH MARKS ARE STANDARD DISKS SET IN
 GL0757'CONCRETE.  REFERENCE MARK
 GL0757'NO. 1 IS 150.85 FEET FROM STATION
 GL0757'AND NO. 2 IS 144.45 FEET FROM STATION.
 GL0757'THE AZIMUTH MARK IS NEAR THE HOME OF W.G.
 GL0757'HOWARD, 0.1 MILE SOUTH OF AN EAST-WEST SECTION-LINE
 GL0757'ROAD, 6 FEET SOUTH OF A NORTHWEST FENCE CORNER, 1 FOOT WEST
 GL0757'OF A NORTH-SOUTH FENCE AND 1.0 MILE FROM STATION.
 GL0757
 GL0757                          STATION RECOVERY (1955)
 GL0757
 GL0757'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (HDR)
 GL0757'3.1 MILES WEST ALONG A GRADED DIRT ROAD FROM THE SCHOOL AT
 GL0757'CLAPHAM, THENCE 1.1 MILES SOUTHWEST ACROSS A PASTURE, ON
 GL0757'TOP OF A RIDGE, 0.1 MILE NORTH OF AN EAST AND WEST FENCE,
 GL0757'1.3 FEET EAST OF A WITNESS POST, A TRIANGULATION STATION DISK
 GL0757'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT
 GL0757'ABOVE THE GROUND, STAMPED HOWARD 1935.
 GL0757'
 GL0757'HOWARD R.M. 1 IS 150.8 FEET EAST OF TRIANGULATION STATION
 GL0757'HOWARD 1935, 0.1 MILE SOUTH OF AN EAST AND WEST FENCE,
 GL0757'A REFERENCE MARK DISK SET IN THE TOP OF A CONCRETE POST
 GL0757'WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.  STAMPED HOWARD
 GL0757'NO 1 1935.
 GL0757'
 GL0757'HOWARD R.M. 2 IS 144.4 FEET SOUTH OF TRIANGULATION STATION
 GL0757'HOWARD 1935, 0.1 MILE NORTH OF AN EAST AND WEST FENCE, A
 GL0757'REFERENCE MARK DISK SET IN THE TOP OF A CONCRETE POST WHICH
 GL0757'PROJECTS 0.4 FOOT ABOVE THE GROUND, STAMPED HOWARD NO 2 1935.
 GL0757'
 GL0757'HOWARD 1935 AZIMUTH HAS BEEN DESTROYED.  THE POST WAS FOUND
 GL0757'LAYING ON TOP OF THE GROUND.  THE DISK WAS RECOVERED.
 GL0757
 GL0757                          STATION RECOVERY (1955)
 GL0757
 GL0757'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 GL0757'4.2 MI SW FROM CLAPHAM.
 GL0757'3.1 MILES WEST ALONG A GRADED DIRT ROAD FROM THE SCHOOL AT CLAPHAM,
 GL0757'THENCE 1.1 MILES SOUTHWEST ACROSS A PASTURE, ON TOP OF A RIDGE, 0.1
 GL0757'MILE NORTH OF AN EAST AND WEST FENCE, 1.3 FEET EAST OF A WITNESS POST,
 GL0757'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE
 GL0757'GROUND.
 GL0757
 GL0757                          STATION RECOVERY (1960)
 GL0757
 GL0757'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HWK)
 GL0757'STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2
 GL0757'WERE RECOVERED AN DESCRIBED AND FOUND TO BE IN GOOD CONDITION.
 GL0757'THE AZIMUTH MARK WAS FOUND TO BE DESTROYED.  A COAST AND
 GL0757'GEODETIC SURVEY BENCH MARK WAS USED FOR AZIMUTH MARK.  THE
 GL0757'DESCRIPTION AND TO REACH THE STATION ARE ADEQUATE FOR RECOVERY.
 GL0757'THE DIRECTIONS TO THE REFERENCE MARKS WERE VERIFIED.  REFERENCE
 GL0757'MARK NO. 1 WAS FOUND TO BE 0.03 FOOT SHORTER THAN PREVIOUSLY
 GL0757'MEASURED REFERENCE MARK NO. 2 WAS FOUND TO BE 0.05 FOOT
 GL0757'SHORTER THAN PREVIOUSLY MEASURED.
 GL0757'
 GL0757'FOLLOWING IS A DESCRIPTION AND TO REACH OF THE AZIMUTH MARK.
 GL0757'AZIMUTH MARK, A STANDARD COAST AND GEODETIC SURVEY BENCH MARK,
 GL0757'STAMPED Y 277 19558 IS STANDARD DISK SET IN A ROUND CONCRETE
 GL0757'POST WHICH PROJECTS 4 INCHES.  IT IS 43 FEET WEST OF THE
 GL0757'CENTER OF A WIRE GATE AND TRACK ROAD, 32 FEET NORTH OF THE
 GL0757'CENTER OF THE GRAVEL ROAD AND 1 FOOT SOUTH OF A STANDARD
 GL0757'METAL WITNESS POST.
 GL0757'
 GL0757'TO REACH AZIMUTH MARK FROM THE STATION, GO NORTHEAST ACROSS
 GL0757'PASTURE 1.15 MILES TO A GATE.  PASS THROUGH GATE, TURN RIGHT,
 GL0757'EAST, FOR 0.05 MILE TO AZIMUTH MARK ON RIGHT.
 GL0757'
 GL0757'NOTE.  REFERENCE MARKS MEASURED WITH 5 KG TAPE TENSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0754 ***********************************************************************
 GL0754  DESIGNATION -  HOWARD RM 1
 GL0754  PID         -  GL0754
 GL0754  STATE/COUNTY-  NM/UNION
 GL0754  USGS QUAD   -  CAR TOP BUTTE (1966)
 GL0754
 GL0754                         *CURRENT SURVEY CONTROL
 GL0754  ___________________________________________________________________
 GL0754* NAD 83(1986)-  36 08 44.     (N)    103 25 38.     (W)     SCALED    
 GL0754* NAVD 88     -      1546.318  (meters)    5073.21   (feet)  ADJUSTED  
 GL0754  ___________________________________________________________________
 GL0754  GEOID HEIGHT-         -21.46  (meters)                     GEOID03
 GL0754  DYNAMIC HT  -        1544.466 (meters)    5067.14  (feet)  COMP
 GL0754  MODELED GRAV-     979,379.5   (mgal)                       NAVD 88
 GL0754
 GL0754  VERT ORDER  -  SECOND    CLASS 0
 GL0754
 GL0754.The horizontal coordinates were scaled from a topographic map and have
 GL0754.an estimated accuracy of +/- 6 seconds.
 GL0754
 GL0754.The orthometric height was determined by differential leveling
 GL0754.and adjusted by the National Geodetic Survey in June 1991..
 GL0754
 GL0754.The geoid height was determined by GEOID03.
 GL0754
 GL0754.The dynamic height is computed by dividing the NAVD 88
 GL0754.geopotential number by the normal gravity value computed on the
 GL0754.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0754.degrees latitude (g = 980.6199 gals.).
 GL0754
 GL0754.The modeled gravity was interpolated from observed gravity values.
 GL0754
 GL0754;                    North         East    Units  Estimated Accuracy
 GL0754;SPC NM E     -   571,050.      246,540.      MT  (+/- 180 meters Scaled)
 GL0754
 GL0754                          SUPERSEDED SURVEY CONTROL
 GL0754
 GL0754  NGVD 29 (??/??/92) 1545.609  (m)         5070.89   (f) ADJ UNCH    2 0
 GL0754
 GL0754.Superseded values are not recommended for survey control.
 GL0754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0754.See file dsdata.txt to determine how the superseded data were derived.
 GL0754
 GL0754_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA414012(NAD 83)
 GL0754_MARKER: DR = REFERENCE MARK DISK
 GL0754_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0754_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0754_STAMPING: HOWARD NO 1 1935
 GL0754_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0754+STABILITY: SURFACE MOTION
 GL0754
 GL0754  HISTORY     - Date     Condition        Report By
 GL0754  HISTORY     - 1935     MONUMENTED       CGS
 GL0754  HISTORY     - 1955     GOOD             NGS
 GL0754
 GL0754                          STATION DESCRIPTION
 GL0754
 GL0754'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GL0754'4.2 MI W FROM CLAPHAM.
 GL0754'3.1 MILES WEST ALONG A GRADED DIRT ROAD FROM THE SCHOOL AT CLAPHAM,
 GL0754'THENCE 1.1 MILES SOUTHWEST ACROSS A PASTURE, ON TOP OF A RIDGE, 0.1
 GL0754'MILE SOUTH OF AN EAST AND WEST FENCE, 150.8 FEET EAST OF TRIANGULATION
 GL0754'STATION HOWARD 1935, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 GL0754'0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0758 ***********************************************************************
 GL0758  DESIGNATION -  HOWARD RM 2
 GL0758  PID         -  GL0758
 GL0758  STATE/COUNTY-  NM/UNION
 GL0758  USGS QUAD   -  CAR TOP BUTTE (1966)
 GL0758
 GL0758                         *CURRENT SURVEY CONTROL
 GL0758  ___________________________________________________________________
 GL0758* NAD 83(1986)-  36 08 44.     (N)    103 25 38.     (W)     SCALED    
 GL0758* NAVD 88     -      1546.352  (meters)    5073.32   (feet)  ADJUSTED  
 GL0758  ___________________________________________________________________
 GL0758  GEOID HEIGHT-         -21.46  (meters)                     GEOID03
 GL0758  DYNAMIC HT  -        1544.500 (meters)    5067.25  (feet)  COMP
 GL0758  MODELED GRAV-     979,379.5   (mgal)                       NAVD 88
 GL0758
 GL0758  VERT ORDER  -  SECOND    CLASS 0
 GL0758
 GL0758.The horizontal coordinates were scaled from a topographic map and have
 GL0758.an estimated accuracy of +/- 6 seconds.
 GL0758
 GL0758.The orthometric height was determined by differential leveling
 GL0758.and adjusted by the National Geodetic Survey in June 1991..
 GL0758
 GL0758.The geoid height was determined by GEOID03.
 GL0758
 GL0758.The dynamic height is computed by dividing the NAVD 88
 GL0758.geopotential number by the normal gravity value computed on the
 GL0758.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0758.degrees latitude (g = 980.6199 gals.).
 GL0758
 GL0758.The modeled gravity was interpolated from observed gravity values.
 GL0758
 GL0758;                    North         East    Units  Estimated Accuracy
 GL0758;SPC NM E     -   571,050.      246,540.      MT  (+/- 180 meters Scaled)
 GL0758
 GL0758                          SUPERSEDED SURVEY CONTROL
 GL0758
 GL0758  NGVD 29 (??/??/92) 1545.644  (m)         5071.00   (f) ADJ UNCH    2 0
 GL0758
 GL0758.Superseded values are not recommended for survey control.
 GL0758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0758.See file dsdata.txt to determine how the superseded data were derived.
 GL0758
 GL0758_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA414012(NAD 83)
 GL0758_MARKER: DR = REFERENCE MARK DISK
 GL0758_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0758_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0758_STAMPING: HOWARD NO 2 1935
 GL0758_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0758+STABILITY: SURFACE MOTION
 GL0758
 GL0758  HISTORY     - Date     Condition        Report By
 GL0758  HISTORY     - 1935     MONUMENTED       CGS
 GL0758  HISTORY     - 1955     GOOD             NGS
 GL0758
 GL0758                          STATION DESCRIPTION
 GL0758
 GL0758'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GL0758'4.2 MI W FROM CLAPHAM.
 GL0758'3.1 MILES WEST ALONG A GRADED DIRT ROAD FROM THE SCHOOL AT CLAPHAM,
 GL0758'THENCE 1.1 MILES SOUTHWEST ACROSS A PASTURE, AT THE TOP OF A RIDGE,
 GL0758'0.1 MILE NORTH OF AN EAST AND WEST FENCE, 144.4 FEET SOUTH OF
 GL0758'TRIANGULATION STATION HOWARD 1935, SET IN THE TOP OF A CONCRETE POST
 GL0758'WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1728 ***********************************************************************
 FO1728  DESIGNATION -  HPT U RG
 FO1728  PID         -  FO1728
 FO1728  STATE/COUNTY-  NM/SANDOVAL
 FO1728  USGS QUAD   -  SAN FELIPE PUEBLO (1990)
 FO1728
 FO1728                         *CURRENT SURVEY CONTROL
 FO1728  ___________________________________________________________________
 FO1728* NAD 83(1992)-  35 29 58.36793(N)    106 24 58.73290(W)     ADJUSTED  
 FO1728* NAVD 88     -      1647.     (meters)    5404.     (feet)  SCALED    
 FO1728  ___________________________________________________________________
 FO1728  LAPLACE CORR-           1.47  (seconds)                    DEFLEC99
 FO1728  GEOID HEIGHT-         -20.68  (meters)                     GEOID03
 FO1728
 FO1728  HORZ ORDER  -  THIRD
 FO1728
 FO1728.The horizontal coordinates were established by classical geodetic methods
 FO1728.and adjusted by the National Geodetic Survey in December 1993..
 FO1728
 FO1728.The orthometric height was scaled from a topographic map.
 FO1728
 FO1728.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1728
 FO1728.The geoid height was determined by GEOID03.
 FO1728
 FO1728;                    North         East     Units Scale Factor Converg.
 FO1728;SPC NM C     -   499,003.672   484,911.786   MT  0.99990280   -0 05 47.7
 FO1728;SPC NM C     - 1,637,147.88  1,590,914.75   sFT  0.99990280   -0 05 47.7
 FO1728;UTM  13      - 3,929,365.237   371,545.011   MT  0.99980334   -0 49 21.2
 FO1728
 FO1728!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1728!SPC NM C     -   0.99974481  x   0.99990280  =   0.99964764
 FO1728!UTM  13      -   0.99974481  x   0.99980334  =   0.99954820
 FO1728
 FO1728                          SUPERSEDED SURVEY CONTROL
 FO1728
 FO1728  NAD 83(1992)-  35 29 58.37307(N)    106 24 58.73619(W) AD(       ) 3
 FO1728
 FO1728.Superseded values are not recommended for survey control.
 FO1728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1728.See file dsdata.txt to determine how the superseded data were derived.
 FO1728
 FO1728_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV7154529365(NAD 83)
 FO1728_MARKER: DD = SURVEY DISK
 FO1728_SETTING: 0 = UNSPECIFIED SETTING
 FO1728_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FO1728
 FO1728  HISTORY     - Date     Condition        Report By
 FO1728  HISTORY     - 1950     MONUMENTED       USGS
 FO1728
 FO1728                          STATION DESCRIPTION
 FO1728
 FO1728'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 FO1728'STATION IS LOCATED APPROXIMATELY 5.0 MI. (AIRLINE) N. OF VILLAGE OF
 FO1728'SAN FELIPE, ON W. SIDE OF RIVER, ON THE HIGHEST POINT OF A RANGE OF
 FO1728'SAND HILLS JUST W. OF THE RIVER.  THE STATION SITE MAY BE IDENTIFIED
 FO1728'BY THE OUTLINE OF --L-- PANEL MARKED IN LIME ON GROUND, LOCATED IN
 FO1728'SEC. 28, T 15 N, R 5 E.
 FO1728'
 FO1728'TO REACH STATION FROM THE VILLAGE OF SAN FELIPE, STEEL BRIDGE AT N.
 FO1728'END OF THE VILLAGE, TURN RIGHT (N.) AND GO 5.3 MI. ALONG MAIN GRADED
 FO1728'RD. TO END TRUCK TRAVEL AND BASE OF SAND HILL TO LEFT (W.).  PACK W.
 FO1728'UP HILL TO HIGHEST POINT AND STATION SITE.
 FO1728'
 FO1728'STATION MARK--STANDARD U.S. BUREAU OF RECLAMATION DISK, SET IN TOP
 FO1728'OF CONCRETE POST, AND STAMPED---HPT U RG 1950---.
 FO1728'
 FO1728'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS1466 ***********************************************************************
 DS1466  DESIGNATION -  HUB
 DS1466  PID         -  DS1466
 DS1466  STATE/COUNTY-  NM/SIERRA
 DS1466  USGS QUAD   -  SUGARLOAF PEAK (1963)
 DS1466
 DS1466                         *CURRENT SURVEY CONTROL
 DS1466  ___________________________________________________________________
 DS1466* NAD 83(1992)-  33 11 30.63904(N)    107 41 03.16084(W)     ADJUSTED  
 DS1466* NAVD 88     -      2253.     (meters)    7392.     (feet)  VERTCON   
 DS1466  ___________________________________________________________________
 DS1466  LAPLACE CORR-          -4.23  (seconds)                    DEFLEC99
 DS1466  GEOID HEIGHT-         -22.58  (meters)                     GEOID03
 DS1466
 DS1466  HORZ ORDER  -  THIRD
 DS1466
 DS1466.The horizontal coordinates were established by classical geodetic methods
 DS1466.and adjusted by the National Geodetic Survey in December 1993..
 DS1466
 DS1466.The NAVD 88 height was computed by applying the VERTCON shift value to
 DS1466.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DS1466
 DS1466.The Laplace correction was computed from DEFLEC99 derived deflections.
 DS1466
 DS1466.The geoid height was determined by GEOID03.
 DS1466
 DS1466;                    North         East     Units Scale Factor Converg.
 DS1466;SPC NM W     -   243,040.073   843,904.539   MT  0.99991905   +0 04 53.9
 DS1466;SPC NM W     -   797,373.97  2,768,710.14   sFT  0.99991905   +0 04 53.9
 DS1466;UTM  13      - 3,675,765.501   249,759.270   MT  1.00037215   -1 28 12.8
 DS1466
 DS1466!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS1466!SPC NM W     -   0.99964997  x   0.99991905  =   0.99956905
 DS1466!UTM  13      -   0.99964997  x   1.00037215  =   1.00002199
 DS1466
 DS1466                          SUPERSEDED SURVEY CONTROL
 DS1466
 DS1466  NAD 83(1986)-  33 11 30.63695(N)    107 41 03.15624(W) AD(       ) 3
 DS1466  NGVD 29 (06/12/91) 2252.     (m)         7388.     (f) VERT ANG       
 DS1466
 DS1466.Superseded values are not recommended for survey control.
 DS1466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS1466.See file dsdata.txt to determine how the superseded data were derived.
 DS1466
 DS1466_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBS4975975766(NAD 83)
 DS1466_MARKER: DD = SURVEY DISK
 DS1466_SETTING: 66 = SET IN ROCK OUTCROP
 DS1466_SP_SET: SET IN BEDROCK
 DS1466_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DS1466+STABILITY: POSITION/ELEVATION WELL
 DS1466
 DS1466  HISTORY     - Date     Condition        Report By
 DS1466  HISTORY     - 1962     MONUMENTED       USGS
 DS1466
 DS1466                          STATION DESCRIPTION
 DS1466
 DS1466'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 DS1466'STATION LOCATED ABOUT 11.0 MI. (AIRLINE) S. AND 2.0 MI. (AIRLINE) W.
 DS1466'OF WINSTON, NEW MEXICO.  ON THE HIGHEST POINT OF BRUSHY MTN., A LOW
 DS1466'MOUNTAIN BETWEEN NORTH AND SOUTH PALOMAS CREEKS.
 DS1466'
 DS1466'TO REACH FROM WINSTON POST OFFICE, GO S. ON THE CHLORIDE ROAD 1.0 MI.
 DS1466'TO Y-FORKS, TAKE LEFT FORK (HERMOSA ROAD) 11.5 MI. TO Y-FORK (DINES
 DS1466'RANCH TURNOFF), TAKE LEFT FORK S. AND GO 2.6 MI., LEAVE TRUCK HERE
 DS1466'AND PACK ESE. ABOUT 1 HOUR AND 30 MINUTES TO HIGHEST POINT OF BRUSHY
 DS1466'MTN. AND STATION.
 DS1466'
 DS1466'STATION MARK--STANDARD TABLET STAMPED---HUB 1962---, CEMENTED IN
 DS1466'BEDROCK.
 DS1466'
 DS1466'NO MENTION OF REFERENCE MARKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1586 ***********************************************************************
 CX1586  DESIGNATION -  HUD
 CX1586  PID         -  CX1586
 CX1586  STATE/COUNTY-  NM/OTERO
 CX1586  USGS QUAD   -  WHITE SANDS NE (1955)
 CX1586
 CX1586                         *CURRENT SURVEY CONTROL
 CX1586  ___________________________________________________________________
 CX1586* NAD 83(1992)-  32 24 28.98793(N)    106 15 32.15679(W)     ADJUSTED  
 CX1586* NAVD 88     -      1235.84   (+/-2cm)    4054.6    (feet)  VERTCON   
 CX1586  ___________________________________________________________________
 CX1586  LAPLACE CORR-           3.51  (seconds)                    DEFLEC99
 CX1586  GEOID HEIGHT-         -23.54  (meters)                     GEOID03
 CX1586
 CX1586  HORZ ORDER  -  FIRST
 CX1586  VERT ORDER  -  THIRD ? (See Below)
 CX1586
 CX1586.The horizontal coordinates were established by classical geodetic methods
 CX1586.and adjusted by the National Geodetic Survey in December 1993..
 CX1586
 CX1586.The NAVD 88 height was computed by applying the VERTCON shift value to
 CX1586.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CX1586.The vertical order pertains to the NGVD 29 superseded value.
 CX1586
 CX1586.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1586
 CX1586.The geoid height was determined by GEOID03.
 CX1586
 CX1586;                    North         East     Units Scale Factor Converg.
 CX1586;SPC NM C     -   156,111.600   499,159.789   MT  0.99990001   -0 00 17.2
 CX1586;SPC NM C     -   512,176.14  1,637,660.07   sFT  0.99990001   -0 00 17.2
 CX1586;UTM  13      - 3,586,363.798   381,612.667   MT  0.99977283   -0 40 29.3
 CX1586
 CX1586!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1586!SPC NM C     -   0.99980969  x   0.99990001  =   0.99970972
 CX1586!UTM  13      -   0.99980969  x   0.99977283  =   0.99958257
 CX1586
 CX1586|---------------------------------------------------------------------|
 CX1586| PID    Reference Object                     Distance      Geod. Az  |
 CX1586|                                                           dddmmss.s |
 CX1586| CX1585 HAPDAR ARRAY                         41.701 METERS 01206     |
 CX1586| CC6704 HUD RM 1                              3.680 METERS 03626     |
 CX1586| CC6705 HUD RM 2                              4.855 METERS 28317     |
 CX1586| CX1587 TREE                                APPROX. 2.4 KM 3574936.1 |
 CX1586|---------------------------------------------------------------------|
 CX1586
 CX1586                          SUPERSEDED SURVEY CONTROL
 CX1586
 CX1586  NAD 83(1986)-  32 24 28.99465(N)    106 15 32.15547(W) AD(       ) 1
 CX1586  NAD 27      -  32 24 28.65599(N)    106 15 30.19370(W) AD(       ) 1
 CX1586  NGVD 29 (07/19/86) 1235.25   (m)         4052.6    (f) LEVELING    3  
 CX1586
 CX1586.Superseded values are not recommended for survey control.
 CX1586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1586.See file dsdata.txt to determine how the superseded data were derived.
 CX1586
 CX1586_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR8161386364(NAD 83)
 CX1586_MARKER: DS = TRIANGULATION STATION DISK
 CX1586_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX1586_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CX1586
 CX1586  HISTORY     - Date     Condition        Report By
 CX1586  HISTORY     - 1965     MONUMENTED       CGS
 CX1586
 CX1586                          STATION DESCRIPTION
 CX1586
 CX1586'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (WRH)
 CX1586'STATION IS LOCATED ABOUT 13.5 MILES EAST OF WHITE SANDS MISSILE RANGE
 CX1586'HEADQUARTERS AND ABOUT 0.3 MILE NORTH OF WSMR ROUTE 2 ON THE
 CX1586'SOUTHEAST CORNER OF THE SECOND LEVEL OF THE ROOF OF BUILDING NO.
 CX1586'24064.
 CX1586'
 CX1586'STATION IS REACHED AS FOLLOWS--FROM WHITE SANDS MISSILE RANGE
 CX1586'HEADQUARTERS GO EAST, WSMR 2, FOR 5.4 MILES TO A FORK.  CONTINUE ON
 CX1586'WSMR ROUTE 2 SOUTHEASTERLY AND EASTERLY 8.2 MILES TO A PAVED ROAD
 CX1586'ON THE LEFT.  TURN LEFT AND FOLLOW PAVED ROAD NORTHERLY 0.15 MILE
 CX1586'TO FENCE AND GATE.  PASS THROUGH GATE AND CONTINUE NORTH, ON
 CX1586'PAVED ROAD, 0.15 MILE TO THE EAST SIDE OF BUILDING NO. 24064 AND
 CX1586'STATION.  ACCESS TO THE ROOF OF BUILDING IS THROUGH DOOR ON THE
 CX1586'EAST SIDE OF THE BUILDING.
 CX1586'
 CX1586'STATION, STAMPED HUD 1965, IS A STANDARD USC AND GS BRONZE DISK SET
 CX1586'IN A CYLINDRICAL MASS OF CONCRETE ON THE ROOF OF THE BUILDING.  IT
 CX1586'IS 14.0 FEET NORTHWEST OF THE SOUTHWEST CORNER OF BUILDING.
 CX1586'
 CX1586'R.M. NO. 1, STAMPED HUD NO 1 1965, IS A STANDARD USC AND GS BRONZE
 CX1586'DISK SET IN A CYLINDRICAL MASS OF CONCRETE ON ROOF OF THE BUILDING.
 CX1586'IT IS 19.8 FEET NORTH NORTHWEST OF THE SOUTHEAST CORNER OF THE
 CX1586'BUILDING AND 2.9 FEET WEST OF THE EAST EDGE OF THE ROOF.
 CX1586'
 CX1586'R.M. NO. 2 HUD NO 2 1965, IS A STANDARD USC AND GS BRONZE DISK SET IN
 CX1586'A CYLINDRICAL MASS OF CONCRETE ON THE ROOF OF THE BUILDING.  IT IS
 CX1586'28.9 FEET WEST NORTHWEST OF THE SOUTHEAST CORNER OF THE BUILDING.
 CX1586'
 CX1586'HEIGHT OF LIGHT ABOVE STATION MARK 1.1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0988 ***********************************************************************
 FM0988  DESIGNATION -  HUDSON
 FM0988  PID         -  FM0988
 FM0988  STATE/COUNTY-  NM/QUAY
 FM0988  USGS QUAD   -  HUDSON (1968)
 FM0988
 FM0988                         *CURRENT SURVEY CONTROL
 FM0988  ___________________________________________________________________
 FM0988* NAD 83(1992)-  35 16 32.99892(N)    103 32 32.64726(W)     ADJUSTED  
 FM0988* NAVD 88     -      1278.76   (+/-2cm)    4195.4    (feet)  VERTCON   
 FM0988  ___________________________________________________________________
 FM0988  LAPLACE CORR-          -1.39  (seconds)                    DEFLEC99
 FM0988  GEOID HEIGHT-         -23.23  (meters)                     GEOID03
 FM0988
 FM0988  HORZ ORDER  -  SECOND
 FM0988  VERT ORDER  -  THIRD ? (See Below)
 FM0988
 FM0988.The horizontal coordinates were established by classical geodetic methods
 FM0988.and adjusted by the National Geodetic Survey in December 1993..
 FM0988
 FM0988.The NAVD 88 height was computed by applying the VERTCON shift value to
 FM0988.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FM0988.The vertical order pertains to the NGVD 29 superseded value.
 FM0988
 FM0988.The Laplace correction was computed from DEFLEC99 derived deflections.
 FM0988
 FM0988.The geoid height was determined by GEOID03.
 FM0988
 FM0988;                    North         East     Units Scale Factor Converg.
 FM0988;SPC NM E     -   474,464.065   236,953.766   MT  0.99997287   +0 27 24.5
 FM0988;SPC NM E     - 1,556,637.52    777,405.81   sFT  0.99997287   +0 27 24.5
 FM0988;UTM  13      - 3,904,606.535   632,565.144   MT  0.99981657   +0 50 30.9
 FM0988
 FM0988!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FM0988!SPC NM E     -   0.99980297  x   0.99997287  =   0.99977584
 FM0988!UTM  13      -   0.99980297  x   0.99981657  =   0.99961957
 FM0988
 FM0988|---------------------------------------------------------------------|
 FM0988| PID    Reference Object                     Distance      Geod. Az  |
 FM0988|                                                           dddmmss.s |
 FM0988| CJ7522 HUDSON RM 1                           9.765 METERS 10455     |
 FM0988| CJ7521 HUDSON AZ MK                                       1840504.9 |
 FM0988| FM1009 AIRWAY BN 87A SE OF TUCUMCARI       APPROX.21.2 KM 2221651.3 |
 FM0988| CJ7523 HUDSON RM 2                           9.923 METERS 35144     |
 FM0988|---------------------------------------------------------------------|
 FM0988
 FM0988                          SUPERSEDED SURVEY CONTROL
 FM0988
 FM0988  NAD 83(1986)-  35 16 33.00840(N)    103 32 32.64353(W) AD(       ) 2
 FM0988  NAD 27      -  35 16 32.81500(N)    103 32 30.78150(W) AD(       ) 2
 FM0988  NGVD 29 (07/19/86) 1278.17   (m)         4193.5    (f) LEVELING    3  
 FM0988
 FM0988.Superseded values are not recommended for survey control.
 FM0988.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0988.See file dsdata.txt to determine how the superseded data were derived.
 FM0988
 FM0988_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFV3256504607(NAD 83)
 FM0988_MARKER: DS = TRIANGULATION STATION DISK
 FM0988_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0988
 FM0988  HISTORY     - Date     Condition        Report By
 FM0988  HISTORY     - 1960     MONUMENTED       CGS
 FM0988  HISTORY     - 1960     GOOD             CGS
 FM0988  HISTORY     - 1976     GOOD             NGS
 FM0988
 FM0988                          STATION DESCRIPTION
 FM0988
 FM0988'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (HWK)
 FM0988'THE STATION IS ON A LOW HILL APPROXIMATELY 12 MILES NORTHEAST
 FM0988'OF TUCUMCARI, 9.5 MILES SOUTHWEST OF LOGAN, 1 MILE NORTHWEST OF
 FM0988'U.S. HIGHWAY 54 AND ON PROPERTY OWNED BY MISS S.D. ULMER WHO LIVES
 FM0988'IN TUCUMCARI.
 FM0988'
 FM0988'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 104
 FM0988'AND 18 AND U.S. HIGHWAY 54, AT THE CORNER OF E. MAIN STREET AND
 FM0988'FIRST STREET IN TUCUMCARI, GO EAST AND NORTHEAST ON HIGHWAYS 54
 FM0988'AND 18 FOR 1.75 MILES TO A RAILROAD UNDERPASS.  CONTINUE NORTHEAST
 FM0988'ON HIGHWAYS 54 AND 18 FOR 2.6 MILES TO THE TEXACO STORAGE AND
 FM0988'SALES TERMINAL ON THE LEFT.  CONTINUE NORTHEAST ON HIGHWAYS 54
 FM0988'AND 18 FOR 7.4 MILES TO A CROSSROAD.  TURN LEFT, NORTH, ON THE
 FM0988'SAND ROAD FOR 1.1 MILES TO THE CREST OF THE HILL AND THE
 FM0988'STATION ON THE RIGHT.
 FM0988'
 FM0988'STATION MARKS ARE STANDARD DISKS STAMPED HUDSON 1960.  THE SURFACE
 FM0988'DISK IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.
 FM0988'IT IS 64 FEET SOUTH OF A POWER POLE, 45.5 FEET EAST OF THE CENTER
 FM0988'OF THE SAND ROAD, 5.5 FEET EAST OF A FENCE AND 5 FEET EAST OF A
 FM0988'METAL WITNESS POST.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR
 FM0988'MASS OF CONCRETE 32 INCHES BELOW THE SURFACE OF THE GROUND.
 FM0988'
 FM0988'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED HUDSON NO 1 1960,
 FM0988'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS
 FM0988'76.5 FEET SOUTHEAST OF THE POWER POLE AND 37 FEET EAST OF THE
 FM0988'FENCE.
 FM0988'
 FM0988'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED HUDSON NO 2 1960,
 FM0988'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT
 FM0988'IS 41 FEET EAST OF THE CENTER OF THE SAND ROAD, 33.5 FEET
 FM0988'SOUTHWEST OF THE POWER POLE AND 1 FOOT EAST OF THE FENCE.
 FM0988'
 FM0988'AZIMUTH MARK, A STANDARD DISK STAMPED HUDSON 1960, IS SET IN
 FM0988'A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS 48.5
 FM0988'FEET NORTHWEST OF THE CENTER LINE OF HIGHWAYS 54 AND 18, 24
 FM0988'FEET SOUTHEAST OF A POWER POLE, 1.5 FEET SOUTHWEST OF A METAL
 FM0988'WITNESS POST AND 1 FOOT SOUTHEAST OF A FENCE.
 FM0988'
 FM0988'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON THE
 FM0988'SAND ROAD FOR 1.1 MILES TO HIGHWAYS 54 AND 18.  TURN RIGHT,
 FM0988'SOUTHWEST, ON THE HIGHWAY FOR 0.05 MILE TO THE AZIMUTH MARK ON
 FM0988'THE RIGHT.
 FM0988'
 FM0988'NOTE--REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
 FM0988
 FM0988                          STATION RECOVERY (1960)
 FM0988
 FM0988'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (WCR)
 FM0988'STATION, REFERENCE AND AZIMUTH MARKS WERE RECOVERED IN GOOD
 FM0988'CONDITION.  THE AZIMUTH MARK WAS IN THE AREA OF NEW HIGHWAY
 FM0988'CONSTRUCTION AND WAS REMOVED AT THE REQUEST OF THE NEW MEXICO
 FM0988'HIGHWAY DEPARTMENT, AFTER A NEW MARK WAS SET.
 FM0988'
 FM0988'THE NEW MARK STAMPED HUDSON 1960 RESET, IN A CONCRETE MONUMENT
 FM0988'WHICH PROJECTS ABOUT 4 INCHES.  IT WAS SET IN THE EXACT LINE
 FM0988'TO THE STATION AS THE ORIGINAL MARK AND ABOUT 100 FEET NEARER
 FM0988'THE STATION.  IT IS IN THE NORTHWEST RIGHT-OF-WAY LINE AND UNDER
 FM0988'A WITNESS SIGN ON THE FENCE.
 FM0988
 FM0988                          STATION RECOVERY (1976)
 FM0988
 FM0988'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CWW)
 FM0988'STATION, AZIMUTH MARK AND REFERENCE MARKS ALL RECOVERED IN GOOD
 FM0988'CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1582 ***********************************************************************
 CX1582  DESIGNATION -  HUECO 2 RESET
 CX1582  PID         -  CX1582
 CX1582  STATE/COUNTY-  NM/DONA ANA
 CX1582  USGS QUAD   -  NEWMAN NW (1994)
 CX1582
 CX1582                         *CURRENT SURVEY CONTROL
 CX1582  ___________________________________________________________________
 CX1582* NAD 83(1992)-  32 07 32.86459(N)    106 23 24.57322(W)     ADJUSTED  
 CX1582* NAVD 88     -      1240.0    (meters)    4068.     (feet)  VERTCON   
 CX1582  ___________________________________________________________________
 CX1582  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 CX1582  GEOID HEIGHT-         -23.86  (meters)                     GEOID03
 CX1582
 CX1582  HORZ ORDER  -  FIRST
 CX1582
 CX1582.The horizontal coordinates were established by classical geodetic methods
 CX1582.and adjusted by the National Geodetic Survey in December 1993..
 CX1582
 CX1582.The NAVD 88 height was computed by applying the VERTCON shift value to
 CX1582.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CX1582
 CX1582.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1582
 CX1582.The geoid height was determined by GEOID03.
 CX1582
 CX1582;                    North         East     Units Scale Factor Converg.
 CX1582;SPC NM C     -   124,823.454   486,775.345   MT  0.99990216   -0 04 28.3
 CX1582;SPC NM C     -   409,524.95  1,597,028.78   sFT  0.99990216   -0 04 28.3
 CX1582;UTM  13      - 3,555,225.418   368,865.991   MT  0.99981207   -0 44 21.7
 CX1582
 CX1582!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1582!SPC NM C     -   0.99980908  x   0.99990216  =   0.99971126
 CX1582!UTM  13      -   0.99980908  x   0.99981207  =   0.99962119
 CX1582
 CX1582|---------------------------------------------------------------------|
 CX1582| PID    Reference Object                     Distance      Geod. Az  |
 CX1582|                                                           dddmmss.s |
 CX1582| CC6706 HUECO RM 1                           22.041 METERS 18833     |
 CX1582| CC6708 HUECO 2 AZ MK                                      1922150.0 |
 CX1582| CC6707 HUECO RM 2                           23.722 METERS 28128     |
 CX1582|---------------------------------------------------------------------|
 CX1582
 CX1582                          SUPERSEDED SURVEY CONTROL
 CX1582
 CX1582  NAD 83(1986)-  32 07 32.86922(N)    106 23 24.57033(W) AD(       ) 1
 CX1582  NAD 27      -  32 07 32.50877(N)    106 23 22.61839(W) AD(       ) 1
 CX1582  NGVD 29 (07/19/86) 1239.4    (m)         4066.     (f) VERT ANG       
 CX1582
 CX1582.Superseded values are not recommended for survey control.
 CX1582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1582.See file dsdata.txt to determine how the superseded data were derived.
 CX1582
 CX1582_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR6886655225(NAD 83)
 CX1582_MARKER: DD = SURVEY DISK
 CX1582_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX1582
 CX1582  HISTORY     - Date     Condition        Report By
 CX1582  HISTORY     - 1966     MONUMENTED       CGS
 CX1582  HISTORY     - 1969     GOOD             CGS
 CX1582  HISTORY     - 1978     GOOD             DMA
 CX1582
 CX1582                          STATION DESCRIPTION
 CX1582
 CX1582'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (JCC)
 CX1582'STATION IS LOCATED ABOUT 9.5 MILES NORTHWEST OF NEWMAN, 8.5 MILES
 CX1582'WEST OF U.S. HIGHWAY 54, 6.0 MILES EAST OF WAR ROAD 11 AND 2.5 MILES
 CX1582'NORTHWEST OF U.S. ARMY CAMP HUECO ON THE TOP OF A SAND DUNE.
 CX1582'
 CX1582'STATION IS REACHED AS FOLLOWS--FROM THE U.S. POST OFFICE, IN NEWMAN,
 CX1582'TEXAS, TAKE U.S. HIGHWAY 54 NORTH NORTHEAST 6.2 MILES TO A PAVED
 CX1582'ROAD ON THE LEFT.  TURN LEFT AND FOLLOW PAVED ROAD NORTHWEST AND
 CX1582'WEST 5.8 MILES TO HUECO CAMP WATER TANK AT THE END OF PAVED
 CX1582'ROAD.  CONTINUE WESTERLY, ON GRAVELED ROAD, 1.6 MILES TO A DIRT ROAD
 CX1582'ON THE RIGHT.  TURN RIGHT AND FOLLOW TRACK ROAD, NORTHERLY, 1.05
 CX1582'MILES TO THE AZIMUTH MARK ON THE EAST SIDE OF THE ROAD.
 CX1582'CONTINUE NORTH, ON TRACK ROAD, 0.3 MILE TO STATION.
 CX1582'
 CX1582'STATION, STAMPED HUECO 2 USGS, IS A USGS BRONZE BENCH MARK DISK SET
 CX1582'IN THE TOP OF A SQUARE CONCRETE MONUMENT THAT PROJECTS ABOUT
 CX1582'6-INCHES ABOVE THE GROUND.
 CX1582'
 CX1582'R.M. 1, STAMPED HUECO NO 1 1940, IS A USGS BRONZE REFERENCE MARK DISK
 CX1582'SET IN THE TOP OF A SQUARE CONCRETE MONUMENT THAT PROJECTS ABOUT
 CX1582'6-INCHES ABOVE THE GROUND AND IS ABOUT 5 FEET BELOW STATION
 CX1582'ELEVATION.
 CX1582'
 CX1582'R.M. 2, STAMPED HUECO USGS NO 2 1943, IS A STANDARD BRONZE REFERENCE
 CX1582'MARK DISK SET IN THE TOP OF A SQUARE CONCRETE MONUMENT THAT PROJECTS
 CX1582'ABOUT 6-INCHES ABOVE THE GROUND AND IS ABOUT 5 FEET BELOW STATION
 CX1582'ELEVATION.
 CX1582'
 CX1582'AZIMUTH MARK, STAMPED HUECO 2 USGS 1966, IS A STANDARD BRONZE USC
 CX1582'AND GS DISK SET IN THE TOP OF CONCRETE MONUMENT THAT IS 12-INCHES IN
 CX1582'DIAMETER AND PROJECTS ABOUT 4-INCHES ABOVE THE GROUND.  IT IS 300
 CX1582'FEET EAST OF THE WINDING TRACK ROAD LEADING TO THE STATION, 4.0
 CX1582'FEET NORTHWEST OF WITNESS SIGN AND 3.0 FEET NORTHEAST OF A 4 INCHES
 CX1582'X 4 INCHES POLE THAT IS 15 FEET TALL.
 CX1582'
 CX1582'DISTANCE R.M. 1 TO R.M. 2 IS 108.90 FT. 33.194M.
 CX1582'
 CX1582'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 CX1582
 CX1582                          STATION RECOVERY (1969)
 CX1582
 CX1582'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JCC)
 CX1582'THE STATION IS LOCATED ABOUT 7.7 MILES NORTHWEST OF U.S. HIGHWAY 54,
 CX1582'ABOUT 7.7 MILES EAST-SOUTHEAST OF DONA ANA RANGE CAMP, ABOUT 6.5
 CX1582'MILES EAST OF WAR HIGHWAY 11 AND ABOUT 1.1 MILES NORTH OF A GRAVELED
 CX1582'ROAD ON THE HIGHEST POINT OF A RIDGE.
 CX1582'
 CX1582'TO REACH THE STATION FROM WHITE SANDS MISSILE RANGE HEADQUARTERS
 CX1582'BUILDING, GO SOUTHERLY ON WSMR ROUTE 1 TOWARD EL PASO, TEXAS FOR
 CX1582'20.5 MILES TO A T-ROAD AT DONA ANA RANGE CAMP.  TURN LEFT AND
 CX1582'CONTINUE SOUTH TOWARD EL PASO, TEXAS FOR 4.15 MILES TO A
 CX1582'GRAVELED ROAD LEFT AND AN OLD CAMERA SITE ON THE RIGHT.  TURN
 CX1582'LEFT AND GO EAST ON THE GRAVELED ROAD FOR 3.85 MILES TO A CAMERA
 CX1582'SITE AND WHITE ASTRODOME ON THE LEFT.  CONTINUE EAST ON THE
 CX1582'GRAVELED ROAD FOR 1.7 MILES TO A DIM TRACK ROAD ON THE LEFT.
 CX1582'TURN LEFT AND FOLLOW WINDING TRACK ROAD NORTHERLY FOR 0.95 MILE TO
 CX1582'THE AZIMUTH MARK ON THE RIGHT ABOUT 0.05 MILE EAST OF THE TRACK
 CX1582'ROAD.  CONTINUE NORTHERLY ON THE TRACK ROAD FOR 0.3 MILE TO THE
 CX1582'STATION.
 CX1582'
 CX1582'STATION MARK, A USGS DISK, STAMPED HUECO 2 RESET 1966, IS SET IN THE
 CX1582'TOP OF A 6 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS ABOUT 5
 CX1582'INCHES.  IT IS 42 FEET NORTH OF THE CENTERLINE OF A TRACK ROAD AND
 CX1582'15 FEET EAST-NORTHEAST OF A 30 FOOT POLE.
 CX1582'
 CX1582'R.M. NO. 1, A USGS REFERENCE MARK DISK, STAMPED HUECO 1940 NO 1, IS
 CX1582'SET IN THE TOP OF A 6 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 CX1582'ABOUT 8 INCHES.  IT IS 63.5 FEET SOUTH OF A 30 FOOT POLE, 7 FEET
 CX1582'WEST OF THE CENTERLINE OF A TRACK ROAD AND IS ABOUT 4 FEET LOWER IN
 CX1582'ELEVATION THAN THE STATION.
 CX1582'
 CX1582'R.M. NO. 2, A STANDARD DISK, STAMPED HUECO USGS NO 2 1943, IS SET IN
 CX1582'THE TOP OF A CONCRETE MONUMENT THAT PROJECTS ABOUT 4 INCHES.  IT IS
 CX1582'67 FEET WEST-NORTHWEST OF A 30 FOOT POLE AND IS ABOUT 4 FEET LOWER
 CX1582'IN ELEVATION THAN THE STATION.
 CX1582'
 CX1582'AZIMUTH MARK, A STANDARD DISK, STAMPED HUECO 2 1966 USGS, IS SET IN
 CX1582'THE TOP OF A CONCRETE MONUMENT 12 INCHES IN DIAMETER THAT PROJECTS
 CX1582'ABOUT 6 INCHES.  IT IS SET IN THE TOP OF A 6 FOOT HIGH SAND DUNE
 CX1582'AND IS 4 FEET NORTH OF A METAL WITNESS SIGN.
 CX1582'
 CX1582'HEIGHT OF LIGHT ABOVE STATION MARK 14.32 METERS.
 CX1582
 CX1582                          STATION RECOVERY (1978)
 CX1582
 CX1582'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978 (ODJ)
 CX1582'STATION MARK AND REFERENCE MARK 2 RECOVERED IN GOOD CONDITION.
 CX1582'REFERENCE MARK 1 LOOKS AS IF IT HAS BEEN HIT WITH VEHICLE AS IT IS
 CX1582'LEANING TO SOUTH ABOUT 45 DEGREES.
 CX1582'
 CX1582'A MODIFIED TO REACH DESCRIPTION FOLLOWS.  TO REACH FROM THE
 CX1582'INTERSECTION OF U.S. HIGHWAY 54 AND WAR ROAD 11 ON NORTH SIDE OF
 CX1582'EL PASO, GO NORTH ON WAR ROAD 11 TO NEW MEXICO - TEXAS STATE LINE,
 CX1582'9.5 MILES (WAR ROAD 11 IS ALSO DESIGNATED IN NEW MEX. AS STATE
 CX1582'HIGHWAY 213), CONTINUE ON WAR ROAD 11 NORTH 217 MILES TO JUNCTION
 CX1582'WITH NEW MEXICO STATE HIGHWAY 404.  CONTINUE NORTHWARD ON WAR ROAD 11
 CX1582'FOR 3.8 MILES TO A GRAVEL ROAD ON LEFT AND ABOUT 0.2 MILE NORTH ON
 CX1582'A CATTLEGUARD.  TURN RIGHT, EASTERLY, ON GRAVEL ROAD FOR 7.35
 CX1582'MILES TO HUECO RANCE WATER TANK ON RIGHT AND BLADED ROAD ON LEFT.
 CX1582'TURN LEFT FOR 0.3 MILE TO CROSS ROAD, TURN LEFT, WESTERLY, FOR 1.6
 CX1582'MILES TO A DIM TRACK BUT DISTINCT CROSSROAD.  TURN RIGHT,
 CX1582'NORTHERLY FOR 0.25 MILE TO STATION.  THERE IS A 25 FOOT POLE ON
 CX1582'THE STATION SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1568 ***********************************************************************
 CX1568  DESIGNATION -  HUECO CAMERA
 CX1568  PID         -  CX1568
 CX1568  STATE/COUNTY-  NM/DONA ANA
 CX1568  USGS QUAD   -  NEWMAN SW (1955)
 CX1568
 CX1568                         *CURRENT SURVEY CONTROL
 CX1568  ___________________________________________________________________
 CX1568* NAD 83(1992)-  32 06 09.48587(N)    106 25 04.45860(W)     ADJUSTED  
 CX1568* NAVD 88     -      1250.5    (meters)    4103.     (feet)  VERTCON   
 CX1568  ___________________________________________________________________
 CX1568  LAPLACE CORR-          -0.41  (seconds)                    DEFLEC99
 CX1568  GEOID HEIGHT-         -23.86  (meters)                     GEOID03
 CX1568
 CX1568  HORZ ORDER  -  SECOND
 CX1568
 CX1568.The horizontal coordinates were established by classical geodetic methods
 CX1568.and adjusted by the National Geodetic Survey in December 1993..
 CX1568
 CX1568.The NAVD 88 height was computed by applying the VERTCON shift value to
 CX1568.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CX1568
 CX1568.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1568
 CX1568.The geoid height was determined by GEOID03.
 CX1568
 CX1568;                    North         East     Units Scale Factor Converg.
 CX1568;SPC NM C     -   122,259.180   484,153.387   MT  0.99990310   -0 05 21.2
 CX1568;SPC NM C     -   401,111.99  1,588,426.57   sFT  0.99990310   -0 05 21.2
 CX1568;SPC TX C     - 3,285,762.348   125,939.353   MT  1.00006628   -3 08 02.1
 CX1568;SPC TX C     -10,780,038.64    413,186.03   sFT  1.00006628   -3 08 02.1
 CX1568;UTM  13      - 3,552,691.949   366,214.694   MT  0.99982073   -0 45 13.1
 CX1568
 CX1568!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1568!SPC NM C     -   0.99980744  x   0.99990310  =   0.99971055
 CX1568!SPC TX C     -   0.99980744  x   1.00006628  =   0.99987370
 CX1568!UTM  13      -   0.99980744  x   0.99982073  =   0.99962820
 CX1568
 CX1568                          SUPERSEDED SURVEY CONTROL
 CX1568
 CX1568  NAD 83(1986)-  32 06 09.48981(N)    106 25 04.45601(W) AD(       ) 2
 CX1568  NAD 27      -  32 06 09.13500(N)    106 25 02.50200(W) AD(       ) 2
 CX1568  NGVD 29 (07/19/86) 1249.9    (m)         4101.     (f) VERT ANG       
 CX1568
 CX1568.Superseded values are not recommended for survey control.
 CX1568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1568.See file dsdata.txt to determine how the superseded data were derived.
 CX1568
 CX1568_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR6621552692(NAD 83)
 CX1568_MARKER: Z = SEE DESCRIPTION
 CX1568_SETTING: 0 = UNSPECIFIED SETTING
 CX1568_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX1568
 CX1568  HISTORY     - Date     Condition        Report By
 CX1568  HISTORY     - 1946     MONUMENTED       CGS
 CX1568  HISTORY     - 1955     SEE DESCRIPTION  AMS
 CX1568
 CX1568                          STATION DESCRIPTION
 CX1568
 CX1568'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (EFH)
 CX1568'STATION IS THE CENTER OF THE VERTICAL AXIS OF THE EASTMAN
 CX1568'PRECISION CAMERA THEODOLITE NEAR HUECO CAMP.  THE STATION WAS
 CX1568'OCCUPIED ECCENTRICALLY BY MEANS OF A TOWER 12.6 METERS HIGH,
 CX1568'50 METERS S OF THE THEODOLITE.  THE LOCATION OF THIS TOWER
 CX1568'WAS NOT MARKED.
 CX1568'
 CX1568'TO REACH FROM JUNCTION OF U.S. HIGHWAY 54 AND WAR HIGHWAY 11
 CX1568'N OF EL PASO, FOLLOW WAR HIGHWAY 11 N 15.2 MILES TO GRADED
 CX1568'ROAD E, FOLLOW THIS ROAD ABOUT 4 MILES TO ALUMINUM-PAINTED
 CX1568'DOME-ROOFED BUILDING ON N SIDE OF THE ROAD HOUSING THE THEODOLITE.
 CX1568
 CX1568                          STATION RECOVERY (1955)
 CX1568
 CX1568'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1955
 CX1568'STATION RECOVERED AS DESCRIBED.  IT IS 30 FEET N OF NE CORNER
 CX1568'OF SMALL BUILDING.  AND 66 FEET NW OF LARGE POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1565 ***********************************************************************
 CX1565  DESIGNATION -  HUECO CAMERA TARGET
 CX1565  PID         -  CX1565
 CX1565  STATE/COUNTY-  NM/DONA ANA
 CX1565  USGS QUAD   -  NEWMAN SW (1955)
 CX1565
 CX1565                         *CURRENT SURVEY CONTROL
 CX1565  ___________________________________________________________________
 CX1565* NAD 83(1992)-  32 06 04.42515(N)    106 26 03.32739(W)     ADJUSTED  
 CX1565* NAVD 88     -                                                        
 CX1565  ___________________________________________________________________
 CX1565  LAPLACE CORR-          -0.70  (seconds)                    DEFLEC99
 CX1565  GEOID HEIGHT-         -23.85  (meters)                     GEOID03
 CX1565
 CX1565  HORZ ORDER  -  THIRD
 CX1565
 CX1565.The horizontal coordinates were established by classical geodetic methods
 CX1565.and adjusted by the National Geodetic Survey in December 1993..
 CX1565
 CX1565
 CX1565.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1565
 CX1565.The geoid height was determined by GEOID03.
 CX1565
 CX1565;                    North         East     Units Scale Factor Converg.
 CX1565;SPC NM C     -   122,105.834   482,609.802   MT  0.99990373   -0 05 52.5
 CX1565;SPC NM C     -   400,608.89  1,583,362.33   sFT  0.99990373   -0 05 52.5
 CX1565;SPC TX C     - 3,285,691.190   124,389.550   MT  1.00006581   -3 08 32.4
 CX1565;SPC TX C     -10,779,805.18    408,101.38   sFT  1.00006581   -3 08 32.4
 CX1565;UTM  13      - 3,552,556.523   364,669.558   MT  0.99982586   -0 45 44.3
 CX1565
 CX1565                          SUPERSEDED SURVEY CONTROL
 CX1565
 CX1565  NAD 83(1986)-  32 06 04.42921(N)    106 26 03.32499(W) AD(       ) 4
 CX1565  NAD 27      -  32 06 04.07600(N)    106 26 01.36000(W) AD(       ) 3
 CX1565
 CX1565.Superseded values are not recommended for survey control.
 CX1565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1565.See file dsdata.txt to determine how the superseded data were derived.
 CX1565
 CX1565_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR6467052557(NAD 83)
 CX1565_MARKER: X = CHISELED CROSS
 CX1565_SETTING: 0 = UNSPECIFIED SETTING
 CX1565_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX1565
 CX1565  HISTORY     - Date     Condition        Report By
 CX1565  HISTORY     - 1946     MONUMENTED       CGS
 CX1565  HISTORY     - 1955     SEE DESCRIPTION  AMS
 CX1565
 CX1565                          STATION DESCRIPTION
 CX1565
 CX1565'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (EFH)
 CX1565'STATION IS A SQUARE WOODEN TARGET PAINTED BLACK WITH A WHITE
 CX1565'CROSS IN THE CENTER.  IT IS IN THE OTERO SECTION OF THE DONA
 CX1565'ANA TARGET RANGE, AND IS TO BE USED AS ORIENTING TARGET FOR
 CX1565'THE HUECO CAMERA PRECISION THEODOLITE.
 CX1565
 CX1565                          STATION RECOVERY (1955)
 CX1565
 CX1565'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1955
 CX1565'STATION RECOVERED AS DESCRIBED EXCEPT WOODEN TARGET REPLACED
 CX1565'WITH METAL TARGET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0494 ***********************************************************************
 FN0494  DESIGNATION -  HUERF
 FN0494  PID         -  FN0494
 FN0494  STATE/COUNTY-  NM/SAN MIGUEL
 FN0494  USGS QUAD   -  CERRO DE CORAZON (1972)
 FN0494
 FN0494                         *CURRENT SURVEY CONTROL
 FN0494  ___________________________________________________________________
 FN0494* NAD 83(1992)-  35 29 02.44396(N)    104 35 54.89232(W)     ADJUSTED  
 FN0494* NAVD 88     -      1996.5    (meters)    6550.     (feet)  VERTCON   
 FN0494  ___________________________________________________________________
 FN0494  LAPLACE CORR-          -5.07  (seconds)                    DEFLEC99
 FN0494  GEOID HEIGHT-         -20.76  (meters)                     GEOID03
 FN0494
 FN0494  HORZ ORDER  -  FIRST
 FN0494
 FN0494.The horizontal coordinates were established by classical geodetic methods
 FN0494.and adjusted by the National Geodetic Survey in December 1993..
 FN0494
 FN0494.The NAVD 88 height was computed by applying the VERTCON shift value to
 FN0494.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FN0494
 FN0494.The Laplace correction was computed from DEFLEC99 derived deflections.
 FN0494
 FN0494.The geoid height was determined by GEOID03.
 FN0494
 FN0494;                    North         East     Units Scale Factor Converg.
 FN0494;SPC NM E     -   497,304.449   140,931.615   MT  0.99991623   -0 09 14.3
 FN0494;SPC NM E     - 1,631,573.01    462,373.14   sFT  0.99991623   -0 09 14.3
 FN0494;UTM  13      - 3,926,794.371   536,413.226   MT  0.99961634   +0 13 58.9
 FN0494
 FN0494!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FN0494!SPC NM E     -   0.99968999  x   0.99991623  =   0.99960624
 FN0494!UTM  13      -   0.99968999  x   0.99961634  =   0.99930645
 FN0494
 FN0494|---------------------------------------------------------------------|
 FN0494| PID    Reference Object                     Distance      Geod. Az  |
 FN0494|                                                           dddmmss.s |
 FN0494| CJ7524 HUERF RM 1                           17.131 METERS 01025     |
 FN0494| FN0474 RICA                                APPROX.44.0 KM 1291028.1 |
 FN0494| CJ7525 HUERF RM 2                           18.448 METERS 13832     |
 FN0494|---------------------------------------------------------------------|
 FN0494
 FN0494                          SUPERSEDED SURVEY CONTROL
 FN0494
 FN0494  NAD 83(1986)-  35 29 02.45140(N)    104 35 54.88878(W) AD(       ) 1
 FN0494  NAD 27      -  35 29 02.28280(N)    104 35 52.93180(W) AD(       ) 1
 FN0494  NGVD 29 (07/19/86) 1995.7    (m)         6548.     (f) VERT ANG       
 FN0494
 FN0494.Superseded values are not recommended for survey control.
 FN0494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0494.See file dsdata.txt to determine how the superseded data were derived.
 FN0494
 FN0494_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEV3641326794(NAD 83)
 FN0494_MARKER: DS = TRIANGULATION STATION DISK
 FN0494_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FN0494
 FN0494  HISTORY     - Date     Condition        Report By
 FN0494  HISTORY     - 1921     MONUMENTED       CGS
 FN0494  HISTORY     - 1960     GOOD             CGS
 FN0494
 FN0494                          STATION DESCRIPTION
 FN0494
 FN0494'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (EOH)
 FN0494'THE STATION IS ABOUT 35 MILES NORTH-NORTHWEST FROM THE TOWN
 FN0494'OF CUERVO, 35 MILES EAST BY SOUTH FROM LAS VEGAS, 2 MILES
 FN0494'NORTHEAST FROM THE MEXICAN TOWN OF CORAZON, AND ON THE HIGHEST
 FN0494'POINT (WOODED) OF MESA HUERFANO.  THE STATION IS ON LINE
 FN0494'WITH CORAZON HILL (AN ISOLATED, SYMMETRICAL HILL 3 MILES
 FN0494'DISTANT), A PEACH ORCHARD AT THE FOOT OF THE MESA 1 MILE
 FN0494'DISTANT, AND A STONE POST 90 METERS (295 FEET), DISTANT IS 126
 FN0494'1/2 DEG FROM MAGNETIC NORTH FROM THE STATION.  A TREE,
 FN0494'BLAZED ON THE EAST SIDE IS 60 DEG FROM MAGNETIC NORTH AND 60
 FN0494'METERS (197 FEET), FROM THE STATION.  THE STATION,
 FN0494'UNDERGROUND, AND REFERENCE MARKS ARE STANDARD DISKS SET
 FN0494'IN CONCRETE POSTS.  REFERENCE
 FN0494'MARK NO. 1 IS 11.15 METERS (36.6 FEET) FROM THE STATION
 FN0494'AND NO. 2 IS 18.455 METERS (60.55
 FN0494'FEET) FROM THE STATION.
 FN0494'ELEVATION--1,995.7 METERS (6,548 FEET).
 FN0494
 FN0494                          STATION RECOVERY (1960)
 FN0494
 FN0494'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HWK)
 FN0494'THE STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2
 FN0494'WERE RECOVERED IN GOOD CONDITION.
 FN0494'
 FN0494'THE DISTANCE TO REFERENCE MARK NO. 1 WAS FOUND TO BE 17.131
 FN0494'METERS INSTEAD OF 11.15 METERS.  THE DISTANCE TO REFERENCE
 FN0494'MARK NO. 2 WAS VERIFIED.
 FN0494'
 FN0494'A COMPLETE NEW DESCRIPTION FOLLOWS--
 FN0494'
 FN0494'THE STATION IS APPROXIMATELY 33 MILES NORTHWEST OF CUERVO,
 FN0494'25 MILES WEST OF CONCHAS DAM, 10 MILES NORTHWEST OF VARIADERO,
 FN0494'ON THE HIGHEST PART OF A HIGH, WOODED MESA WHICH IS KNOWN AS
 FN0494'MESA HUERFANO, ON PROPERTY OWNED BY MR. D.E. SENA.
 FN0494'
 FN0494'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 104
 FN0494'AND 65, APPROXIMATELY 17-3/4 MILES (AIRLINE) WEST OF CONCHAS DAM,
 FN0494'GO WESTERLY ON HIGHWAY 104 FOR 5.0 MILES TO A SIDE ROAD ON
 FN0494'THE RIGHT JUST AFTER CROSSING A CATTLE GUARD.  TURN RIGHT AND
 FN0494'GO WESTERLY ALONG THE SOUTH SIDE OF A FENCE 0.35 MILE TO A
 FN0494'WIRE GATE ON THE RIGHT.  PASS THROUGH THE GATE AND GO NORTH
 FN0494'AND NORTHEAST ON A TRACK ROAD 1.0 MILE TO A RANCH HOUSE.
 FN0494'(PROPERTY OWNER) PASS THROUGH A WIRE GATE AT THE EAST CORNER
 FN0494'OF A CORRAL, BEAR LEFT AND GO NORTH THROUGH PASTURE 0.35 MILE
 FN0494'TO AN OLD STONE HOUSE.  BEAR LEFT AND GO NORTHWEST, PASSING
 FN0494'TO THE LEFT OF A ROCKY POINT OF A LOW RIDGE 0.2 MILE TO THE
 FN0494'END OF TRUCK TRAVEL AT THE BASE OF THE MESA.  FROM HERE
 FN0494'PACK WESTERLY UP RIDGE TO A ROCKY LEDGE.  BEAR RIGHT ALONG
 FN0494'AN OLD HORSE TRAIL AND GO NORTHWEST TO A LOW PLACE IN
 FN0494'THE RIMROCK AT THE TOP OF THE MESA.  BEAR LEFT AND GO
 FN0494'WESTERLY ALONG THE TOP OF THE MESA TO THE SOUTHEAST END AND
 FN0494'THE STATION ON THE HIGHEST PART OF THE MESA AND AMONG THE
 FN0494'TALLEST TREES.  A 2-HOUR PACK.
 FN0494'
 FN0494'STATION MARKS ARE STANDARD DISKS (NO STAMPING).  THE SURFACE
 FN0494'DISK IS SET IN A SQUARE 1 FOOT BY 1 FOOT BOULDER FLUSH WITH THE
 FN0494'SURFACE OF THE GROUND. IT IS 46 FEET WEST OF THE
 FN0494'WEST ONE OF TWO DEAD PINE TREES, 36 FEET EAST OF A 12-INCH
 FN0494'PINE TREE WITH A TRIANGULAR BLAZE AND 17 FEET SOUTHEAST OF A
 FN0494'12-INCH PINE WITH A TRIANGULAR BLAZE.  THE UNDERGROUND DISK
 FN0494'WAS NOT INSPECTED.
 FN0494'
 FN0494'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED 1, IS CEMENTED
 FN0494'IN A DRILL HOLE IN A BOULDER FLUSH WITH THE SURFACE OF THE
 FN0494'GROUND.  IT IS 24 FEET EAST OF A 12-INCH PINE
 FN0494'TREE, 12 FEET WEST OF A 12-INCH PINE TREE AND 11 FEET SOUTH OF A
 FN0494'12-INCH PINE TREE.
 FN0494'
 FN0494'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED 2, IS CEMENTED
 FN0494'IN A DRILL HOLE IN A 6 FOOT BY 3 FOOT BOULDER WHICH PROJECTS
 FN0494'6 INCHES ON THE EAST SIDE.  IT IS 29 FEET NORTHWEST
 FN0494'OF A 12-INCH PINE TREE AND 21 FEET NORTHWEST OF A 12-INCH PINE
 FN0494'TREE.
 FN0494'
 FN0494'NOTE--REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0655 ***********************************************************************
 GN0655  DESIGNATION -  HUERFANITA RESET
 GN0655  PID         -  GN0655
 GN0655  STATE/COUNTY-  NM/SAN JUAN
 GN0655  USGS QUAD   -  HUERFANITO PEAK (1985)
 GN0655
 GN0655                         *CURRENT SURVEY CONTROL
 GN0655  ___________________________________________________________________
 GN0655* NAD 83(1992)-  36 32 11.33084(N)    107 47 00.44665(W)     ADJUSTED  
 GN0655* NAVD 88     -      2180.5    (meters)    7154.     (feet)  VERTCON   
 GN0655  ___________________________________________________________________
 GN0655  LAPLACE CORR-           1.72  (seconds)                    DEFLEC99
 GN0655  GEOID HEIGHT-         -20.77  (meters)                     GEOID03
 GN0655
 GN0655  HORZ ORDER  -  FIRST
 GN0655
 GN0655.The horizontal coordinates were established by classical geodetic methods
 GN0655.and adjusted by the National Geodetic Survey in December 1993..
 GN0655
 GN0655.The NAVD 88 height was computed by applying the VERTCON shift value to
 GN0655.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GN0655
 GN0655.The Laplace correction was computed from DEFLEC99 derived deflections.
 GN0655
 GN0655.The geoid height was determined by GEOID03.
 GN0655
 GN0655;                    North         East     Units Scale Factor Converg.
 GN0655;SPC NM W     -   614,048.375   834,465.970   MT  0.99991691   +0 01 46.9
 GN0655;SPC NM W     - 2,014,590.38  2,737,743.77   sFT  0.99991691   +0 01 46.9
 GN0655;SPC NM C     -   615,131.051   362,689.253   MT  1.00013222   -0 54 47.0
 GN0655;SPC NM C     - 2,018,142.46  1,189,922.99   sFT  1.00013222   -0 54 47.0
 GN0655;UTM  13      - 4,047,059.746   250,814.934   MT  1.00036508   -1 39 28.6
 GN0655
 GN0655!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GN0655!SPC NM W     -   0.99966116  x   0.99991691  =   0.99957810
 GN0655!SPC NM C     -   0.99966116  x   1.00013222  =   0.99979334
 GN0655!UTM  13      -   0.99966116  x   1.00036508  =   1.00002612
 GN0655
 GN0655|---------------------------------------------------------------------|
 GN0655| PID    Reference Object                     Distance      Geod. Az  |
 GN0655|                                                           dddmmss.s |
 GN0655| CD3509 HUERFANITA RM 1                      27.308 METERS 07458     |
 GN0655| GN0653 ANGEL PEAK SOUTH SUMMIT             APPROX. 8.0 KM 2904411.4 |
 GN0655| CD3508 HUERFANITA AZ MK                                   2971247.4 |
 GN0655| CD3510 HUERFANITA RM 2                      17.470 METERS 32638     |
 GN0655|---------------------------------------------------------------------|
 GN0655
 GN0655                          SUPERSEDED SURVEY CONTROL
 GN0655
 GN0655  NAD 83(1992)-  36 32 11.32773(N)    107 47 00.44923(W) AD(       ) 1
 GN0655  NAD 83(1986)-  36 32 11.32647(N)    107 47 00.45369(W) AD(       ) 1
 GN0655  NAD 27      -  36 32 11.29390(N)    107 46 58.24210(W) AD(       ) 1
 GN0655  NGVD 29 (07/19/86) 2179.5    (m)         7151.     (f) VERT ANG       
 GN0655
 GN0655.Superseded values are not recommended for survey control.
 GN0655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0655.See file dsdata.txt to determine how the superseded data were derived.
 GN0655
 GN0655_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBA5081547060(NAD 83)
 GN0655_MARKER: DS = TRIANGULATION STATION DISK
 GN0655_SETTING: 66 = SET IN ROCK OUTCROP
 GN0655
 GN0655  HISTORY     - Date     Condition        Report By
 GN0655  HISTORY     - 1945     MONUMENTED       CGS
 GN0655  HISTORY     - 1956     GOOD             USGS
 GN0655  HISTORY     - 1960     GOOD             CGS
 GN0655
 GN0655                          STATION DESCRIPTION
 GN0655
 GN0655'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (RAM)
 GN0655'THE PUBLISHED DESCRIPTION OF THE CHARACTERISTICS AND LOCATION
 GN0655'OF THIS STATION IS CORRECT AND ADEQUATE.
 GN0655'
 GN0655'DUE TO ROAD CHANGES THE FOLLOWING DIRECTIONS FOR REACHING THE
 GN0655'STATION SHOULD BE SUBSTITUTED FOR THE PUBLISHED ONES--TO REACH
 GN0655'STATION FROM BLOOMFIELD, GO S 0.8 MILE ON STATE HIGHWAY 44 TO
 GN0655'S END OF BRIDGE ACROSS SAN JUAN RIVER, TURN RIGHT AND CONTINUE
 GN0655'ON THE SAME ROAD 16.8 MILES TO A TRACK CROSS ROAD 0.5 MILE AFTER
 GN0655'CROSSING A CULVERT WHERE THE ROAD DIPS DOWN THROUGH A WASH.
 GN0655'TURN LEFT OFF THE HIGHWAY AND FOLLOW THE TRACK ROAD E 0.7 MILE
 GN0655'TO A CROSS ROAD.  KEEP STRAIGHT AND CONTINUE 2.4 MILES TO A
 GN0655'FORK.  TAKE THE LEFT FORK PAST AN OIL DERRICK 2.8 MILES, THENCE
 GN0655'TAKE A RIGHT FORK AND CONTINUE 3.1 MILES TO WHERE TWO WASHES
 GN0655'COME TOGETHER, ONE FROM THE RIGHT AND ONE FROM THE LEFT.
 GN0655'TURN BACK SHARPLY TO THE RIGHT INTO THE RIGHT-HAND WASH 0.1
 GN0655'MILE, THENCE TURN LEFT UP THE BANK AND OUT OF THE WASH ONTO A
 GN0655'TRACK ROAD WHICH LEADS S.  FOLLOW THIS ROAD 0.7 MILE TO SOME
 GN0655'ROCKY POINTS ON THE LEFT ABOUT 30 FEET ABOVE THE ROAD.
 GN0655'THE AZIMUTH MARK IS IN ONE OF THE HIGHER OF THESE POINTS.
 GN0655'TURN LEFT JUST BEYOND THE ROCKS AND DRIVE CROSS COUNTRY
 GN0655'ABOUT 0.3 MILE TO THE END OF TRUCK TRAVEL.  FROM HERE
 GN0655'PACK SE TOWARD THE RIDGE WHICH LEADS UP INTO THE BREAK IN
 GN0655'THE RIM ON THE SW EDGE OF THE MESA.  PACK W UP THE RIDGE AND
 GN0655'THROUGH THE BREAK TO THE TOP OF THE MAIN MESA.  PACK N ALONG THE
 GN0655'TOP TO THE SUBSIDIARY MESA, THENCE TO THE TOP OF THIS MESA
 GN0655'AND THE STATION.  A 1-HOUR PACK.
 GN0655'
 GN0655'THE ORIGINAL U.S. GEOLOGICAL SURVEY DISK WAS MISSING BUT THE
 GN0655'LOWER PART OF THE STEM REMAINED IN THE HOLE.  THIS WAS REMOVED
 GN0655'AND A BRONZE STATION DISK SET IN ITS PLACE AND STAMPED HUERFANITA
 GN0655'USGS 1934 RESET 1945.  IT IS SET FLUSH IN BEDROCK AND IS LOCATED
 GN0655'ABOUT 28 FEET N OF THE S RIM OF THE MESA.
 GN0655'
 GN0655'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK STAMPED HUERFANITA
 GN0655'USGS NO 1 1934 AND IS SET IN A DRILL HOLE IN OUTCROPPING BEDROCK
 GN0655'WHICH PROJECTS ABOUT 1 FOOT ABOVE THE GROUND.  IT IS ENE OF THE
 GN0655'STATION AND ABOUT 1 FOOT HIGHER.
 GN0655'
 GN0655'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK STAMPED HUERFANITA
 GN0655'USGS NO 2 1934 AND IS SET IN A DRILL HOLE IN OUTCROPPING BEDROCK
 GN0655'WHICH IS FLUSH WITH THE GROUND.  IT IS NW OF THE STATION AND
 GN0655'ABOUT 2 FEET LOWER.
 GN0655'
 GN0655'AZIMUTH MARK IS A BRONZE AZIMUTH DISK STAMPED HUERFANITA USGS
 GN0655'1945 AND IS SET ABOUT 1 INCH BELOW THE SURFACE OF THE TOP OF
 GN0655'A PINNACLE OF SANDSTONE BEDROCK WHICH PROJECTS ABOUT 30 FEET
 GN0655'ABOVE THE GROUND.  IT IS WNW OF THE STATION.
 GN0655'
 GN0655'A BETTER WAY TO REACH THE STATION FROM THE AZIMUTH MARK IS TO
 GN0655'CONTINUE S ON THE TRACK ROAD 0.6 MILE, KEEP THE LEFT FORK 0.4
 GN0655'MILE, THENCE TAKE A LEFT FORK AGAIN AND HEAD TOWARDS THE S END
 GN0655'OF THE MESA 0.9 MILE, BEARING TO THE LEFT UP ONTO A RIDGE WHICH
 GN0655'IS THE END OF TRUCK TRAVEL.  PACK ALONG RIDGE TO MESA, THENCE
 GN0655'UP THE MESA THROUGH THE SAME BREAK MENTIONED ABOVE.  A 1/2-HOUR
 GN0655'PACK.
 GN0655
 GN0655                          STATION RECOVERY (1956)
 GN0655
 GN0655'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 GN0655'STATION RECOVERED IN GOOD CONDITION.
 GN0655'
 GN0655'TO REACH STATION FROM THE POST OFFICE IN BLANCO, NEW MEXICO,
 GN0655'GO E ON STATE HIGHWAY 17 FOR 1.3 MILES TO THE LARGE CANYON ROAD,
 GN0655'TURN RIGHT AND FOLLOW LARGE CANYON ROAD 7.1 MILES TO ROAD FORK,
 GN0655'TURN RIGHT AND FOLLOW ROAD, WHICH IS THE BLANCO CANYON ROAD,
 GN0655'5.3 MILES TO ROAD FORK IN JAQUEZ CANYON, CONTINUE ON S UP BLANCO
 GN0655'CANYON 2.4 MILES TO ROAD FORK AT RIGHT AND AN INDIAN HOGAN ON
 GN0655'THE LEFT, TURN RIGHT AND GO 0.4 MILE TO ROAD FORK, TAKE LEFT
 GN0655'FORK AND GO 1.4 MILES TO ROAD FORK ON SMALL MESA, TAKE RIGHT
 GN0655'FORK AND FOLLOW ROAD 1.5 MILES TO THE NE SIDE OF LARGE ISOLATED
 GN0655'MESA.  PACK SE UP TO HIGHEST POINT ON SW SIDE OF MESA.  REQUIRES
 GN0655'APPROXIMATELY 1-1/2 HOURS PACK.
 GN0655
 GN0655                          STATION RECOVERY (1960)
 GN0655
 GN0655'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HWK)
 GN0655'ALL MARKS WERE RECOVERED IN GOOD CONDITION.  THE DIRECTIONS TO
 GN0655'THE REFERENCE MARKS AND THE AZIMUTH MARK WERE VERIFIED.  THE
 GN0655'DISTANCE TO REFERENCE MARK NO. 1 WAS FOUND TO BE 0.005 METERS
 GN0655'LONGER AND THE DISTANCE TO REFERENCE MARK NO. 2 WAS FOUND
 GN0655'TO BE 0.005 METERS LONGER THAN THE 1945 DISTANCES.  DUE
 GN0655'TO CHANGES IN THE ROADS A NEW TO REACH AND DESCRIPTION FOLLOWS.
 GN0655'
 GN0655'THE STATION IS ON THE SOUTH END OF A SMALL FLAT-TOPPED MESA THAT
 GN0655'RISES ABOUT 75 FEET ABOVE THE TOP OF A LARGER FLAT-TOPPED
 GN0655'MESA WHICH IS 16-1/4 MILES SOUTHEAST OF BLOOMFIELD, 10 MILES
 GN0655'SOUTH OF BLANCO, 8-1/4 MILES NORTHEAST OF STATE HIGHWAY 44 AND
 GN0655'8-1/4 MILES NORTH OF HUERFANE BUTTE.
 GN0655'
 GN0655'TO REACH THE STATION FROM THE POST OFFICE IN THE SMALL SETTLEMENT
 GN0655'OF HUERFANO WHICH IS ABOUT 23 MILES BY ROAD SOUTHEAST OF
 GN0655'BLOOMFIELD, GO NORTHWEST ON STATE HIGHWAY 44 FOR 6.4 MILES TO
 GN0655'A CATTLE GUARD AND TWO SILVER TANKS ON THE RIGHT.  CONTINUE ON
 GN0655'HIGHWAY 44 FOR 1.25 MILES TO A WIRE GATE ON THE LEFT AND A
 GN0655'CATTLE ON THE RIGHT.  TURN RIGHT AND GO NORTHEASTERLY ON THE
 GN0655'MAIN DIRT ROAD FOR 2.0 MILES TO A CATTLE GUARD.  CONTINUE
 GN0655'STRAIGHT AHEAD, CROSS CATTLE GUARD, AND GO NORTHEASTERLY ON
 GN0655'THE MAIN ROAD FOR 1.8 MILES TO A ROAD FORK.  CONTINUE
 GN0655'STRAIGHT AHEAD, LEFT FORK, ON MAIN ROAD FOR 1.3 MILES TO A
 GN0655'CATTLE GUARD.  CROSS CATTLE GUARD AND CONTINUE NORTHEASTERLY
 GN0655'AND NORTH ON THE MAIN DIRT ROAD FOR 1.15 MILES TO A ROAD
 GN0655'FORK.  CONTINUE STRAIGHT AHEAD, RIGHT FORK, ON THE MAIN ROAD
 GN0655'AND GO EASTERLY FOR 1.2 MILES TO A CROSSROAD.  TURN RIGHT
 GN0655'ON DIRT ROAD, CROSS WASH, AND GO 0.15 MILE TO A TIN
 GN0655'BUILDING ON THE LEFT.  CONTINUE ON DIRT ROAD SOUTHERLY FOR
 GN0655'0.35 MILE TO A CURVE TO THE RIGHT IN THE ROAD.  (FROM THIS
 GN0655'POINT TURN LEFT OFF ROAD AND CROSS PRAIRIE FOR 0.25 MILE TO THE
 GN0655'BASE OF A NUMBER OF LARGE ROCKS.  PACK TO THE TOP OF THE
 GN0655'LARGEST ROCK TO THE AZIMUTH MARK.) CONTINUE SOUTHERLY ON
 GN0655'THE MAIN ROAD FOR 0.25 MILE TO A ROAD FORK.  BEAR LEFT AND GO
 GN0655'EASTERLY ON A DIRT ROAD FOR 0.95 MILE TO A GAS WELL AND THE
 GN0655'END OF TRUCK TRAVEL.  PACK EASTERLY UP STEEP HILL TO THE
 GN0655'TOP OF THE LARGE MESA, THENCE BEAR LEFT AND PACK NORTHERLY TO
 GN0655'THE TOP OF THE SMALLER MESA AND THE STATION.  (APPROXIMATELY A
 GN0655'45 MINUTE PACK)
 GN0655'
 GN0655'STATION MARK IS A STANDARD DISK STAMPED HUERFANITA USGS 1934
 GN0655'RESET 1945 AND IS CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK
 GN0655'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 45 FEET EAST OF
 GN0655'THE WEST EDGE OF THE MESA AND 26 FEET NORTH OF THE SOUTH EDGE
 GN0655'OF THE MESA.
 GN0655'
 GN0655'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED HUERFANITA USGS
 GN0655'NO 1 1934, IS CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK
 GN0655'WHICH PROJECTS 6 INCHES.  IT IS 28.5 FEET NORTH OF THE SOUTH
 GN0655'EDGE OF THE MESA AND 24 FEET SOUTH OF A SMALL CEDAR STUMP.
 GN0655'
 GN0655'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED HUERFANITA USGS
 GN0655'NO 2 1934, IS CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK
 GN0655'WHICH PROJECTS 1 FOOT.  IT IS 18 FEET SOUTHEAST OF THE NORTHWEST
 GN0655'EDGE OF THE MESA.
 GN0655'
 GN0655'AZIMUTH MARK, A STANDARD DISK STAMPED HUERFANITA USGS 1945,
 GN0655'IS CEMENTED IN A DRILL HOLE IN THE TOP OF A PINNACLE OF SANDSTONE
 GN0655'BEDROCK WHICH PROJECTS ABOUT 30 FEET ABOVE THE GROUND.
 GN0655'
 GN0655'NOTE--REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0625 ***********************************************************************
 GN0625  DESIGNATION -  HUERFANO
 GN0625  PID         -  GN0625
 GN0625  STATE/COUNTY-  NM/SAN JUAN
 GN0625  USGS QUAD   -  HUERFANO TRADING POST (1978)
 GN0625
 GN0625                         *CURRENT SURVEY CONTROL
 GN0625  ___________________________________________________________________
 GN0625* NAD 83(1992)-  36 25 33.55438(N)    107 50 41.70575(W)     ADJUSTED  
 GN0625* NAVD 88     -      2279.4    (meters)    7478.     (feet)  VERTCON   
 GN0625  ___________________________________________________________________
 GN0625  LAPLACE CORR-           2.08  (seconds)                    DEFLEC99
 GN0625  GEOID HEIGHT-         -20.83  (meters)                     GEOID03
 GN0625
 GN0625  HORZ ORDER  -  FIRST
 GN0625
 GN0625.The horizontal coordinates were established by classical geodetic methods
 GN0625.and adjusted by the National Geodetic Survey in December 1993..
 GN0625
 GN0625.The NAVD 88 height was computed by applying the VERTCON shift value to
 GN0625.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GN0625
 GN0625.The Laplace correction was computed from DEFLEC99 derived deflections.
 GN0625
 GN0625.The geoid height was determined by GEOID03.
 GN0625
 GN0625;                    North         East     Units Scale Factor Converg.
 GN0625;SPC NM W     -   601,787.069   828,961.193   MT  0.99991668   -0 00 24.8
 GN0625;SPC NM W     - 1,974,363.08  2,719,683.51   sFT  0.99991668   -0 00 24.8
 GN0625;UTM  13      - 4,034,960.013   244,949.165   MT  1.00040155   -1 41 24.6
 GN0625
 GN0625!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GN0625!SPC NM W     -   0.99964566  x   0.99991668  =   0.99956237
 GN0625!UTM  13      -   0.99964566  x   1.00040155  =   1.00004707
 GN0625
 GN0625:                Primary Azimuth Mark                     Grid Az
 GN0625:SPC NM W     -  HUERFANO AZ MK                           183 36 36.9
 GN0625:UTM  13      -  HUERFANO AZ MK                           185 17 36.7
 GN0625
 GN0625|---------------------------------------------------------------------|
 GN0625| PID    Reference Object                     Distance      Geod. Az  |
 GN0625|                                                           dddmmss.s |
 GN0625| CD3511 HUERFANO AZ MK                                     1833612.1 |
 GN0625| CD3512 HUERFANO RM 1                         7.248 METERS 22224     |
 GN0625| CD3513 HUERFANO RM 2                         5.566 METERS 32232     |
 GN0625| GN0656 BLOOMFIELD MTN STS TT MICRO TR      APPROX.12.5 KM 3425852.2 |
 GN0625|---------------------------------------------------------------------|
 GN0625
 GN0625                          SUPERSEDED SURVEY CONTROL
 GN0625
 GN0625  NAD 83(1992)-  36 25 33.55012(N)    107 50 41.70973(W) AD(       ) 1
 GN0625  NAD 83(1986)-  36 25 33.54996(N)    107 50 41.71153(W) AD(       ) 1
 GN0625  NAD 27      -  36 25 33.51210(N)    107 50 39.49020(W) AD(       ) 1
 GN0625  NGVD 29 (07/19/86) 2278.3    (m)         7475.     (f) VERT ANG       
 GN0625
 GN0625.Superseded values are not recommended for survey control.
 GN0625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0625.See file dsdata.txt to determine how the superseded data were derived.
 GN0625
 GN0625_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBA4494934960(NAD 83)
 GN0625_MARKER: DS = TRIANGULATION STATION DISK
 GN0625_SETTING: 66 = SET IN ROCK OUTCROP
 GN0625_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 GN0625
 GN0625  HISTORY     - Date     Condition        Report By
 GN0625  HISTORY     - 1945     MONUMENTED       CGS
 GN0625  HISTORY     - 1960     GOOD             CGS
 GN0625  HISTORY     - 1966     GOOD             USGS
 GN0625  HISTORY     - 1975     GOOD             NGS
 GN0625  HISTORY     - 1979     GOOD             NGS
 GN0625
 GN0625                          STATION DESCRIPTION
 GN0625
 GN0625'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (RAM)
 GN0625'STATION IS LOCATED ABOUT 29 MILES (AIR LINE) SE OF FARMINGTON,
 GN0625'20 MILES S OF BLANCO, AND 2 MILES NE OF BLANCO TRADING POST
 GN0625'(WHICH IS AT JUNCTION OF STATE HIGHWAYS 44 AND 56).  IT IS ON
 GN0625'THE NW END AND HIGHEST POINT OF HUERFANO MOUNTAIN OR MESA.
 GN0625'THE MESA IS THE MOST S OF A GROUP OF MESAS IN THE VICINITY
 GN0625'AND HAS SEVERAL BUTTES ON THE TOP.  IT LIES IN A CRESCENT,
 GN0625'OPEN TO THE S, AND IS ABOUT 3 MILES LONG.  IT VARIES FROM A
 GN0625'FEW YARDS WIDE AT THE W END TO 1/4 MILE AT THE E END.
 GN0625'
 GN0625'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 44
 GN0625'AND 17 IN BLOOMFIELD, GO S ON STATE HIGHWAY 44 FOR 23.0 MILES.
 GN0625'AFTER PASSING OVER A SMALL HILL TURN LEFT ON A TRACK ROAD
 GN0625'(THE MORE S OF TWO) (THERE IS A CORRAL TO THE E OF THE ROAD
 GN0625'AT THE TURN-OFF POINT) AND GO 0.25 MILE TO A FORK.  TAKE THE
 GN0625'LEFT FORK AND GO 0.8 MILE TO A CROSS ROAD.  CONTINUE FOR 0.25
 GN0625'MILE TO A FORK.  TAKE A LEFT FORK AND FOLLOW THE DIM TRACKS
 GN0625'E ON THE N SIDE OF THE MOUNTAIN FOR 0.2 MILE.  CROSS THE RIDGE
 GN0625'AND TURN RIGHT UP THE WASH FOR 0.15 MILE.  FROM HERE PACK
 GN0625'UP THE WASH TO THE MAIN RIDGE GOING UP THE MESA.  CLIMB UP
 GN0625'THIS RIDGE TO THE SIDE OF THE MESA AND THEN BEAR TO THE
 GN0625'RIGHT TO WHERE IT IS POSSIBLE TO CLIMB UP THROUGH THE RIDGE.
 GN0625'THEN BEAR TO THE RIGHT AROUND THE TOP OF THE MOUNTAIN TO
 GN0625'NW SIDE.  CLIMB UP THROUGH A BREAK IN THE RIM TO THE TOP AND
 GN0625'THEN PACK LEFT TO THE STATION ON THE NW CORNER.  A 25-FOOT
 GN0625'PIECE OF ROPE IS NEEDED TO HAUL UP PACKS WHEN GOING THROUGH
 GN0625'THE FIRST RIM.  A 1-1/4-HOUR PACK.
 GN0625'
 GN0625'STATION MARK IS A BRONZE STATION DISK STAMPED HUERFANO 1945
 GN0625'AND IS CEMENTED IN A DRILL HOLE IN BEDROCK FLUSH WITH THE
 GN0625'SURFACE.
 GN0625'
 GN0625'REFERENCE MARK 1 IS SW OF THE STATION AND ABOUT 1-1/2 FEET
 GN0625'HIGHER.  IT IS A BRONZE REFERENCE DISK STAMPED HUERFANO NO 1
 GN0625'1945 AND IS CEMENTED IN A DRILL HOLE IN BEDROCK FLUSH WITH
 GN0625'THE SURFACE.
 GN0625'
 GN0625'REFERENCE MARK 2 IS NW OF THE STATION AND ABOUT 1-1/2 FEET
 GN0625'LOWER.  IT IS A BRONZE REFERENCE DISK STAMPED HUERFANO NO 2
 GN0625'1945 AND IS CEMENTED IN A DRILL HOLE IN THE TOP OF AN IMMENSE
 GN0625'BOULDER (A PORTION OF THE CLIFF FACE WHICH HAS SPLIT AWAY FROM
 GN0625'THE MAIN BODY OF BEDROCK).
 GN0625'
 GN0625'AZIMUTH MARK IS LOCATED 1/3 MILE S OF THE STATION AND 4 FEET
 GN0625'N OF A 3-FOOT ROCK CAIRN.  IT IS IN ONE OF SIX BOULDERS IN A
 GN0625'25-FOOT RADIUS.  ONE OF THE OTHER BOULDERS IS ABOUT 5 FEET
 GN0625'HIGHER.  THE AZIMUTH-MARK BOULDER HAS TRIANGLES CUT IN THE NE
 GN0625'AND SE SIDES OF THE ROCK.  IT IS A BRONZE AZIMUTH DISK STAMPED
 GN0625'HUERFANO 1945 AND IS CEMENTED IN A DRILL HOLE IN THE TOP OF A
 GN0625'SANDSTONE BOULDER WHICH PROJECTS 8 FEET ABOVE THE GROUND.
 GN0625
 GN0625                          STATION RECOVERY (1960)
 GN0625
 GN0625'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HWK)
 GN0625'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2
 GN0625'AND THE AZIMUTH MARK WERE RECOVERED AS PREVIOUSLY DESCRIBED
 GN0625'AND FOUND TO BE IN GOOD CONDITION.  THE DISTANCES TO THE
 GN0625'REFERENCE MARKS WERE VERIFIED.  THE DIRECTION TO REFERENCE MARK
 GN0625'NO. 1 WAS VERIFIED.  THE DIRECTION TO REFERENCE MARK NO. 2
 GN0625'MISSED THE PREVIOUS DIRECTION BY 5 MINUTES AND 25 SECONDS.
 GN0625'THE DIRECTION TO THE AZIMUTH MARK MISSED THE PREVIOUS DIRECTION
 GN0625'BY 05.6 SECONDS.
 GN0625'
 GN0625'FOLLOWING IS A NEW TO REACH FOR THE STATION AND SOME ADDITIONAL
 GN0625'MEASUREMENTS FOR THE AZIMUTH MARK.
 GN0625'
 GN0625'TO REACH THE STATION FROM THE VILLAGE OF HUERFANO, GO SOUTHERLY
 GN0625'ON STATE HIGHWAY 44 FOR 0.6 MILE TO A DIRT ROAD ON THE LEFT.
 GN0625'TURN LEFT AND GO EASTERLY ON THE DIRT ROAD FOR 0.7 MILE TO
 GN0625'A FORK.  BEAR LEFT AND GO APPROXIMATELY 50 FEET TO A FORK.
 GN0625'BEAR RIGHT AND GO EASTERLY FOR 0.4 MILE TO A FORK.  BEAR LEFT
 GN0625'AND GO NORTHERLY FOR 1.2 MILES TO A METAL GATE.  PASS THROUGH
 GN0625'THE GATE AND GO UP THE STEEP GRADE FOR 0.5 MILE TO THE TOP OF
 GN0625'THE MESA.  BEAR RIGHT AND GO NORTHERLY FOR 0.1 MILE TO THE
 GN0625'AZIMUTH MARK ON THE RIGHT.  CONTINUE STRAIGHT AHEAD FOR 0.2
 GN0625'MILE TO A SMALL CORRUGATED BUILDING AND THE END OF TRUCK
 GN0625'TRAVEL.  FROM HERE PACK NORTHERLY TO THE NORTHWEST SIDE OF THE
 GN0625'MOUNTAIN AND THE STATION.  REQUIRED PACKING TIME 10 MINUTES.
 GN0625'
 GN0625'NOTE--REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
 GN0625'
 GN0625'THE AZIMUTH MARK IS 55 FEET EAST OF THE CENTER OF A DIRT ROAD
 GN0625'AND 32 FEET EAST OF A METAL WITNESS POST.
 GN0625
 GN0625                          STATION RECOVERY (1966)
 GN0625
 GN0625'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966 (JTD)
 GN0625'THE STA. MARK AND REFERENCE MARKS FOUND AS DESCRIBED AND IN
 GN0625'GOOD CONDITION.  FOLLOWING IS A NEW ROUTE DESCRIPTION TO STATION.
 GN0625'
 GN0625'TO REACH THE STA. FROM HUERFANO, GO SE ON STATE HWY. 44 FOR 0.6
 GN0625'MI. TO A DIRT ROAD ON THE LEFT.  TURN LEFT (ENE) FOR 1.15 MI.
 GN0625'TO A T-RD. NW, THENCE NW ON T-RD. FOR 0.45 MI. TO A ROAD FORK,
 GN0625'THENCE LEFT FOR 1.5 MI. TO ROAD FORK ON TOP OF MESA.  TAKE
 GN0625'RIGHT FORK FOR 0.25 MI. TO END OF TRUCK TRAVEL.  PACK NORTH
 GN0625'FOR APPROX. 20 MINUTES TO NW CORNER OF MESA AND STATION SITE.
 GN0625
 GN0625                          STATION RECOVERY (1975)
 GN0625
 GN0625'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CWW)
 GN0625'STATION, AZIMUTH MARK AND R.M.S RECOVERED AS DESCRIBED.  DISTANCE
 GN0625'TO R.M. 1, 23.78 FEET.  TO R.M. 2, 18.26 FEET.
 GN0625
 GN0625                          STATION RECOVERY (1979)
 GN0625
 GN0625'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 GN0625'STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD CONDITION.  THE
 GN0625'DIRECTION TO THE AZIMUTH MARK AND REFERENCE MARK 1 COMPARED FAVORABLY
 GN0625'WITH THE 1960 DATA.  DISTANCE TO THE REFERENCE MARKS ALSO COMPARED
 GN0625'FAVORABLY, BUT THE DIRECTION TO REFERENCE MARK 2 DID NOT COMPARE
 GN0625'VERY GOOD, IT DID NOT CHECK BY 4 MINUTES.
 GN0625'
 GN0625'STATION IS REACHED FROM THE BERERN MISSION IN THE SMALL VILLAGE OF
 GN0625'HUERFANO WHICH IS ABOUT 24 MILES SOUTHEAST OF BLOOMFIELD.  GO
 GN0625'SOUTHEAST ON STATE HIGHWAY 44 FOR 0.5 MILE TO COUNTY ROAD A 78 ON
 GN0625'LEFT.  TURN LEFT AND GO EASTERLY ON ROAD A 78 FOR 1.15 MILES TO
 GN0625'COUNTY ROAD A 59.  TURN LEFT AND FOLLOW ROAD A 59 FOR 0.5 MILE TO A
 GN0625'FORK, KEEP LEFT AND CONTINUE ON A GRADED ROAD FOR 0.35 MILE TO A FORK,
 GN0625'KEEP RIGHT AND CONTINUE ON ROAD FOR 0.3 MILE TO A FORK, KEEP LEFT AND
 GN0625'CONTINUE ON ROAD FOR 0.3 MILE TO OLD METAL GATE POST, NO GATE, PASS
 GN0625'THROUGH GAP AND CONTINUE ON A WINDING GRADED ROAD, UPHILL FOR 0.5
 GN0625'MILE, TOP OF MESA.  TURN RIGHT AND CONTINUE ON A ROAD FOR 0.1 MILE TO
 GN0625'LARGE BOULDERS AND THE AZIMUTH MARK ON RIGHT, TOP OF PEAKED
 GN0625'BOULDER.  CONTINUE STRAIGHT AHEAD ON ROAD FOR 0.2 MILE TO A SMALL
 GN0625'BUILDING, HIGH OUTCROP ROCK AND END OF TRUCK TRAVEL.  CLIMB UP ON
 GN0625'ROCK, PACK NORTHERLY TO THE NORTHWEST SIDE OF MOUNTAIN TO
 GN0625'STATION.  ABOUT A 15 MINUTE PACK IF ONE HAS NEVER BEEN TO STATION.
 GN0625'
 GN0625'STATION IS A STANDARD DISK, STAMPED---HUERFANO 1945---CEMENTED
 GN0625'IN A DRILL HOLE, IN TOP OF BEDROCK.
 GN0625'
 GN0625'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED---HUERFANO NO 1
 GN0625'1945---CEMENTED IN A DRILL HOLE, IN TOP OF BEDROCK.
 GN0625'
 GN0625'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED---HUERFANO NO 2
 GN0625'1945---CEMENTED IN A DRILL HOLE, IN TOP OF BEDROCK.
 GN0625'
 GN0625'AZIMUTH MARK IS A STANDARD DISK, STAMPED---HUERFANO 1945---
 GN0625'CEMENTED IN A DRILL HOLE, IN TOP OF A VERY LARGE BOULDER ABOUT 10
 GN0625'FEET HIGH, 55 FEET EAST OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1320 ***********************************************************************
 CX1320  DESIGNATION -  HUEY
 CX1320  PID         -  CX1320
 CX1320  STATE/COUNTY-  NM/OTERO
 CX1320  USGS QUAD   -  NEWMAN (1955)
 CX1320
 CX1320                         *CURRENT SURVEY CONTROL
 CX1320  ___________________________________________________________________
 CX1320* NAD 83(1992)-  32 04 46.54798(N)    106 16 26.87864(W)     ADJUSTED  
 CX1320* NAVD 88     -      1243.560  (meters)    4079.91   (feet)  ADJUSTED  
 CX1320  ___________________________________________________________________
 CX1320  LAPLACE CORR-           3.28  (seconds)                    DEFLEC99
 CX1320  GEOID HEIGHT-         -23.73  (meters)                     GEOID03
 CX1320  DYNAMIC HT  -        1241.685 (meters)    4073.76  (feet)  COMP
 CX1320  MODELED GRAV-     979,088.7   (mgal)                       NAVD 88
 CX1320
 CX1320  HORZ ORDER  -  SECOND
 CX1320  VERT ORDER  -  FIRST     CLASS II
 CX1320
 CX1320.The horizontal coordinates were established by classical geodetic methods
 CX1320.and adjusted by the National Geodetic Survey in December 1993..
 CX1320
 CX1320.The orthometric height was determined by differential leveling
 CX1320.and adjusted by the National Geodetic Survey in June 1991..
 CX1320
 CX1320.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1320
 CX1320.The geoid height was determined by GEOID03.
 CX1320
 CX1320.The dynamic height is computed by dividing the NAVD 88
 CX1320.geopotential number by the normal gravity value computed on the
 CX1320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX1320.degrees latitude (g = 980.6199 gals.).
 CX1320
 CX1320.The modeled gravity was interpolated from observed gravity values.
 CX1320
 CX1320;                    North         East     Units Scale Factor Converg.
 CX1320;SPC NM C     -   119,692.670   497,721.801   MT  0.99990006   -0 00 46.1
 CX1320;SPC NM C     -   392,691.70  1,632,942.28   sFT  0.99990006   -0 00 46.1
 CX1320;SPC TX C     - 3,282,477.970   139,354.389   MT  1.00005862   -3 03 35.5
 CX1320;SPC TX C     -10,769,263.14    457,198.52   sFT  1.00005862   -3 03 35.5
 CX1320;UTM  13      - 3,549,968.606   379,751.064   MT  0.99977832   -0 40 36.4
 CX1320
 CX1320!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1320!SPC NM C     -   0.99980850  x   0.99990006  =   0.99970858
 CX1320!SPC TX C     -   0.99980850  x   1.00005862  =   0.99986711
 CX1320!UTM  13      -   0.99980850  x   0.99977832  =   0.99958687
 CX1320
 CX1320|---------------------------------------------------------------------|
 CX1320| PID    Reference Object                     Distance      Geod. Az  |
 CX1320|                                                           dddmmss.s |
 CX1320| CX1319 HUEY RM 1                            25.426 METERS 04842     |
 CX1320| CX1318 HUEY RM 3                            20.679 METERS 17228     |
 CX1320| CC6713 HUEY RM 2                            20.571 METERS 17237     |
 CX1320| CC6712 HUEY AZ MK                                         2090445.4 |
 CX1320| CX1559 CAMP HUECO WATER TANK               APPROX. 8.8 KM 2942253.8 |
 CX1320|---------------------------------------------------------------------|
 CX1320
 CX1320                          SUPERSEDED SURVEY CONTROL
 CX1320
 CX1320  NAD 83(1986)-  32 04 46.55122(N)    106 16 26.87634(W) AD(       ) 2
 CX1320  NAD 27      -  32 04 46.18700(N)    106 16 24.93800(W) AD(       ) 2
 CX1320
 CX1320.Superseded values are not recommended for survey control.
 CX1320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1320.See file dsdata.txt to determine how the superseded data were derived.
 CX1320
 CX1320_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR7975149969(NAD 83)
 CX1320_MARKER: DS = TRIANGULATION STATION DISK
 CX1320_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX1320_SP_SET: CONCRETE POST
 CX1320_STAMPING: HUEY 1943
 CX1320_MARK LOGO: CGS   
 CX1320_PROJECTION: FLUSH
 CX1320_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX1320+STABILITY: SURFACE MOTION
 CX1320
 CX1320  HISTORY     - Date     Condition        Report By
 CX1320  HISTORY     - 1943     MONUMENTED       CGS
 CX1320  HISTORY     - 1954     GOOD             AMS
 CX1320  HISTORY     - 1964     POOR             CGS
 CX1320  HISTORY     - 1964     GOOD             CGS
 CX1320  HISTORY     - 1964     GOOD             CGS
 CX1320  HISTORY     - 1981     GOOD             NGS
 CX1320  HISTORY     - 1981     GOOD             NGS
 CX1320
 CX1320                          STATION DESCRIPTION
 CX1320
 CX1320'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (EHB)
 CX1320'STATION IS ABOUT 350 FEET N OF THE INTERSECTION OF U.S. HIGHWAY
 CX1320'54 AND A ROAD LEADING W TO THE HUECO ARMY CAMP, 40 FEET E
 CX1320'OF THE CENTER LINE OF THE HIGHWAY, AND 10 FEET W OF THE RAILROAD
 CX1320'RIGHT-OF-WAY FENCE.  TO REACH STATION FROM NEWMAN GO NE ON
 CX1320'HIGHWAY 54 FOR 6.3 MILES.
 CX1320'
 CX1320'STATION MARK IS A BRONZE DISK SET IN A 10-INCH SQUARE CONCRETE
 CX1320'POST.  STAMPED HUEY 1943.
 CX1320'
 CX1320'REFERENCE MARK 1 IS 18 FEET E OF THE RAILROAD RIGHT-OF-WAY
 CX1320'FENCE.  A BRONZE REFERENCE DISK SET IN THE TOP OF A CONCRETE
 CX1320'POST.  STAMPED HUEY NO 1 1943.
 CX1320'
 CX1320'REFERENCE MARK 2 IS 27 FEET E OF THE RAILROAD RIGHT-OF-WAY
 CX1320'FENCE.  A 12-INCH ROUND CONCRETE POST.  STAMPED HUEY NO 2 1943.
 CX1320'
 CX1320'AZIMUTH MARK IS 0.3 MILE SSW OF THE STATION, 240 FEET E OF
 CX1320'THE CENTER LINE OF THE HIGHWAY, 1 FOOT N OF RAILROAD RIGHT-OF-WAY
 CX1320'FENCE, 4 FEET SE OF A 4- BY 4-INCH WHITE WITNESS POST.  A
 CX1320'BRONZE AZIMUTH DISK SET IN A 12-INCH ROUND CONCRETE POST SET
 CX1320'FLUSH WITH THE GROUND.  STAMPED HUEY 1943.
 CX1320
 CX1320                          STATION RECOVERY (1954)
 CX1320
 CX1320'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1954
 CX1320'STATION WAS RECOVERED AS DESCRIBED AND PROJECTS 0.9 FEET.
 CX1320'
 CX1320'REFERENCE MARK 1 IS OKAY.
 CX1320'
 CX1320'REFERENCE MARK 2 COULD NOT BE FOUND.
 CX1320'
 CX1320'AZIMUTH MARK HAS BEEN DESTROYED.  THE DISK STILL IN THE CONCRETE
 CX1320'POST WAS FOUND LYING BESIDE A LARGE BUSH.
 CX1320'
 CX1320'THE STATION IS 27 FEET SW OF SW EDGE OF PROMINENT BUSH.  107
 CX1320'FEET NW OF CONCRETE TELEPHONE BOOTH.  AND 50 FEET ESE OF
 CX1320'CENTERLINE HIGHWAY 54.
 CX1320
 CX1320                          STATION RECOVERY (1964)
 CX1320
 CX1320'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (WER)
 CX1320'CONCRETE POST WITH STATION MARK IS BADLY CRACKED BUT STILL
 CX1320'SOLID IN PLACE.  BOTH R.M.S RECOVERED AND FOUND IN GOOD CONDITION.
 CX1320'AZIMUTH MARK WAS FOUND BROKEN INTO SMALL SCATTERED PIECES WITH
 CX1320'BRASS DISK REMOVED AND LAYING NEARBY.
 CX1320
 CX1320                          STATION RECOVERY (1964)
 CX1320
 CX1320'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (FHB)
 CX1320'THE STATION MARK AND REFERENCE MARK 1 WERE RECOVERED AS DESCRIBED
 CX1320'IN GOOD CONDITION.  REFERENCE MARK 2 COULD NOT BE FOUND AND
 CX1320'THE AZIMUTH MARK WAS NOT SEARCHED FOR.
 CX1320'
 CX1320'ASTRO PARTY 646 VISITED THIS STATION.
 CX1320
 CX1320                          STATION RECOVERY (1964)
 CX1320
 CX1320'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (RAE)
 CX1320'THE STATION MARK AND REFERENCE MARK NO. 1 WERE RECOVERED IN
 CX1320'GOOD CONDITION.  REFERENCE MARK NO. 2 AND THE AZIMUTH MARK WERE
 CX1320'FOUND TO BE DESTROYED.  ONE NEW REFERENCE MARK WAS SET.
 CX1320'
 CX1320'TO REACH THE STATION FROM THE POST OFFICE IN NEWMAN, GO NORTHERLY
 CX1320'ON U.S. HIGHWAY 54 FOR 6.0 MILES TO THE STATION ON THE RIGHT.
 CX1320'
 CX1320'ADDITIONAL MEASUREMENTS FOR RECOVERY OF THE STATION MARK AND
 CX1320'REFERENCE MARK NO. 1 AND A DESCRIPTION OF REFERENCE MARK NO. 3
 CX1320'IS AS FOLLOWS--
 CX1320'
 CX1320'STATION MARK, A STANDARD DISK STAMPED HUEY 1943, IS SET IN
 CX1320'A 12 IN X 12 IN CONCRETE POST WHICH PROJECTS ABOUT 1 FOOT ABOVE
 CX1320'THE GROUND.  IT IS 396 FEET NORTH OF THE CENTER LINE OF THE
 CX1320'MC GREGOR RANGE ROAD (EAST), 90 FEET EAST OF THE CENTER LINE
 CX1320'OF U.S. HIGHWAY 54, 107 FEET WEST OF THE WEST RAIL OF THE
 CX1320'SOUTHERN PACIFIC RAILROAD TRACKS, AND 95 FEET NORTHWEST OF
 CX1320'THE FIRST POLE NORTH OF MILE POST 1327.
 CX1320'
 CX1320'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED HUEY NO 1 1943,
 CX1320'IS SET IN A ROUND CONCRETE POST WHICH PROJECTS ABOUT 8 INCHES.
 CX1320'IT IS 118 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 78 FEET
 CX1320'WEST OF THE WEST RAIL OF THE RAILROAD TRACKS, AND 29 FEET
 CX1320'SOUTHWEST OF THE SECOND POLE NORTH OF MILE POST 1327.
 CX1320'
 CX1320'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED HUEY NO 3 1943,
 CX1320'IS SET IN A ROUND CONCRETE POST WHICH PROJECTS ABOUT 3 INCHES.
 CX1320'IT IS 130 FEET EAST OF THE CENTER LINE OF HIGHWAY, 68 FEET
 CX1320'WEST OF THE WEST RAIL OF THE RAIL ROAD TRACKS, AND 27 FEET
 CX1320'NORTHWEST OF THE FIRST POLE NORTH OF MILE POST 1327.
 CX1320
 CX1320                          STATION RECOVERY (1981)
 CX1320
 CX1320'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (WVM)
 CX1320'THE STATION MARK, REFERENCE MARKS 1 AND 3 WERE RECOVERED IN GOOD
 CX1320'CONDITION, THE AZIMUTH MARK WAS SEARCHED FOR AND WAS NOT RECOVERED.
 CX1320
 CX1320                          STATION RECOVERY (1981)
 CX1320
 CX1320'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CX1320'9.1 KM (5.65 MI) NE FROM NEWMAN.
 CX1320'9.1 KM (5.65 MI) NORTHEAST ALONG U.S. HIGHWAY 54 FROM THE
 CX1320'TEXAS-NEW MEXICO STATE LINE IN NEWMAN, 0.2 KM (0.1 MI) NORTHEAST OF A
 CX1320'SIDE ROAD LEADING NORTHWEST, 1 POLE NORTHEAST OF RAILROAD MILE POST
 CX1320'1322, 33.0 METERS (108.2 FT) NORTHWEST OF THE NEAR RAIL OF THE
 CX1320'SOUTHERN PACIFIC RAILROAD, 22.3 METERS (73.2 FT) SOUTHEAST OF THE
 CX1320'CENTERLINE OF THE NORTH BOUND LANES OF THE HIGHWAY, 25.5 METERS
 CX1320'(83.5 FT) SOUTHWEST OF RM 1 AND 20.7 METERS (67.9 FT) NORTH OF
 CX1320'RM 3.
 CX1320'THE MARK IS 1.2 METERS  SSW FROM A WITNESS POST.
 CX1320'THE MARK IS 1.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1319 ***********************************************************************
 CX1319  DESIGNATION -  HUEY RM 1
 CX1319  PID         -  CX1319
 CX1319  STATE/COUNTY-  NM/OTERO
 CX1319  USGS QUAD   -  NEWMAN (1955)
 CX1319
 CX1319                         *CURRENT SURVEY CONTROL
 CX1319  ___________________________________________________________________
 CX1319* NAD 83(1986)-  32 04 46.     (N)    106 16 27.     (W)     SCALED    
 CX1319* NAVD 88     -      1243.516  (meters)    4079.77   (feet)  ADJUSTED  
 CX1319  ___________________________________________________________________
 CX1319  GEOID HEIGHT-         -23.73  (meters)                     GEOID03
 CX1319  DYNAMIC HT  -        1241.641 (meters)    4073.62  (feet)  COMP
 CX1319  MODELED GRAV-     979,088.7   (mgal)                       NAVD 88
 CX1319
 CX1319  VERT ORDER  -  FIRST     CLASS II
 CX1319
 CX1319.The horizontal coordinates were scaled from a topographic map and have
 CX1319.an estimated accuracy of +/- 6 seconds.
 CX1319
 CX1319.The orthometric height was determined by differential leveling
 CX1319.and adjusted by the National Geodetic Survey in June 1991..
 CX1319
 CX1319.The geoid height was determined by GEOID03.
 CX1319
 CX1319.The dynamic height is computed by dividing the NAVD 88
 CX1319.geopotential number by the normal gravity value computed on the
 CX1319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX1319.degrees latitude (g = 980.6199 gals.).
 CX1319
 CX1319.The modeled gravity was interpolated from observed gravity values.
 CX1319
 CX1319;                    North         East    Units  Estimated Accuracy
 CX1319;SPC NM C     -   119,680.      497,720.      MT  (+/- 180 meters Scaled)
 CX1319
 CX1319                          SUPERSEDED SURVEY CONTROL
 CX1319
 CX1319.No superseded survey control is available for this station.
 CX1319
 CX1319_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR797499(NAD 83)
 CX1319_MARKER: DR = REFERENCE MARK DISK
 CX1319_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX1319_SP_SET: CONCRETE POST
 CX1319_STAMPING: HUEY NO 1 1943
 CX1319_MARK LOGO: CGS   
 CX1319_PROJECTION: FLUSH
 CX1319_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX1319+STABILITY: SURFACE MOTION
 CX1319
 CX1319  HISTORY     - Date     Condition        Report By
 CX1319  HISTORY     - 1943     MONUMENTED       CGS
 CX1319  HISTORY     - 1981     GOOD             NGS
 CX1319
 CX1319                          STATION DESCRIPTION
 CX1319
 CX1319'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CX1319'9.1 KM (5.65 MI) NE FROM NEWMAN.
 CX1319'9.1 KM (5.65 MI) NORTHEAST ALONG U.S. HIGHWAY 54 FROM THE
 CX1319'TEXAS-NEW MEXICO STATE LINE IN NEWMAN, 0.2 KM (0.1 MI) NORTHEAST
 CX1319'OF A SIDE ROAD LEADING NORTHWEST, 1 POLE NORTHEAST OF RAILROAD
 CX1319'MILE POST 1322, 33.2 METERS (109.0 FT) SOUTHEAST OF THE CENTERLINE
 CX1319'OF THE NORTH BOUND LANES OF THE HIGHWAY, 25.5 METERS (83.5 FT)
 CX1319'NORTHEAST OF THE STATION MARK, 24.0 METERS (78.8 FT) NORTHWEST
 CX1319'OF THE NEAR RAIL OF THE SOUTHERN PACIFIC RAILROAD AND 8.9 METERS
 CX1319'(29.2 FT) SOUTHWEST OF UTILITY POLE NUMBER 15 F.
 CX1319'THE MARK IS 0.6 METERS  SE FROM A WITNESS POST.
 CX1319'THE MARK IS 1.2 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1318 ***********************************************************************
 CX1318  DESIGNATION -  HUEY RM 3
 CX1318  PID         -  CX1318
 CX1318  STATE/COUNTY-  NM/OTERO
 CX1318  USGS QUAD   -  NEWMAN (1955)
 CX1318
 CX1318                         *CURRENT SURVEY CONTROL
 CX1318  ___________________________________________________________________
 CX1318* NAD 83(1986)-  32 04 47.     (N)    106 16 28.     (W)     SCALED    
 CX1318* NAVD 88     -      1243.811  (meters)    4080.74   (feet)  ADJUSTED  
 CX1318  ___________________________________________________________________
 CX1318  GEOID HEIGHT-         -23.73  (meters)                     GEOID03
 CX1318  DYNAMIC HT  -        1241.936 (meters)    4074.59  (feet)  COMP
 CX1318  MODELED GRAV-     979,088.7   (mgal)                       NAVD 88
 CX1318
 CX1318  VERT ORDER  -  FIRST     CLASS II
 CX1318
 CX1318.The horizontal coordinates were scaled from a topographic map and have
 CX1318.an estimated accuracy of +/- 6 seconds.
 CX1318
 CX1318.The orthometric height was determined by differential leveling
 CX1318.and adjusted by the National Geodetic Survey in June 1991..
 CX1318
 CX1318.The geoid height was determined by GEOID03.
 CX1318
 CX1318.The dynamic height is computed by dividing the NAVD 88
 CX1318.geopotential number by the normal gravity value computed on the
 CX1318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX1318.degrees latitude (g = 980.6199 gals.).
 CX1318
 CX1318.The modeled gravity was interpolated from observed gravity values.
 CX1318
 CX1318;                    North         East    Units  Estimated Accuracy
 CX1318;SPC NM C     -   119,710.      497,690.      MT  (+/- 180 meters Scaled)
 CX1318
 CX1318                          SUPERSEDED SURVEY CONTROL
 CX1318
 CX1318.No superseded survey control is available for this station.
 CX1318
 CX1318_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR797499(NAD 83)
 CX1318_MARKER: DR = REFERENCE MARK DISK
 CX1318_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX1318_SP_SET: CONCRETE POST
 CX1318_STAMPING: HUEY NO 3 1943
 CX1318_MARK LOGO: CGS   
 CX1318_PROJECTION: FLUSH
 CX1318_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX1318+STABILITY: SURFACE MOTION
 CX1318
 CX1318  HISTORY     - Date     Condition        Report By
 CX1318  HISTORY     - 1964     MONUMENTED       CGS
 CX1318  HISTORY     - 1981     GOOD             NGS
 CX1318
 CX1318                          STATION DESCRIPTION
 CX1318
 CX1318'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CX1318'9.1 KM (5.65 MI) NE FROM NEWMAN.
 CX1318'9.1 KM (5.65 MI) NORTHEAST ALONG U.S. HIGHWAY 54 FROM THE
 CX1318'TEXAS-NEW MEXICO STATE LINE IN NEWMAN, 0.2 KM (0.1 MI) NORTHEAST
 CX1318'OF A SIDE ROAD LEADING NORTHWEST, 1 POLE NORTHEAST OF RAILROAD
 CX1318'MILE POST 1322, 32.6 METERS (107.0 FT) SOUTHEAST OF THE CENTERLINE
 CX1318'OF THE NORTH BOUND LANES OF THE HIGHWAY, 20.7 METERS (68.0 FT) SOUTH
 CX1318'OF THE STATION MARK, 20.7 METERS (67.9 FT) NORTHWEST OF THE NEAR
 CX1318'RAIL OF THE SOUTHERN PACIFIC RAILROAD AND 8.2 METERS (27.0 FT)
 CX1318'NORTH OF A UTILITY POLE.
 CX1318'THE MARK IS 0.8 METERS  N FROM A WITNESS POST.
 CX1318'THE MARK IS 0.9 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0932 ***********************************************************************
 DR0932  DESIGNATION -  HUFF
 DR0932  PID         -  DR0932
 DR0932  STATE/COUNTY-  NM/LINCOLN
 DR0932  USGS QUAD   -  HUFF HILL (1981)
 DR0932
 DR0932                         *CURRENT SURVEY CONTROL
 DR0932  ___________________________________________________________________
 DR0932* NAD 83(1992)-  33 51 01.78139(N)    105 13 26.16511(W)     ADJUSTED  
 DR0932* NAVD 88     -      1675.4    (meters)    5497.     (feet)  VERTCON   
 DR0932  ___________________________________________________________________
 DR0932  LAPLACE CORR-          -7.36  (seconds)                    DEFLEC99
 DR0932  GEOID HEIGHT-         -21.39  (meters)                     GEOID03
 DR0932
 DR0932  HORZ ORDER  -  FIRST
 DR0932
 DR0932.The horizontal coordinates were established by classical geodetic methods
 DR0932.and adjusted by the National Geodetic Survey in December 1993..
 DR0932
 DR0932.The NAVD 88 height was computed by applying the VERTCON shift value to
 DR0932.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DR0932
 DR0932.The Laplace correction was computed from DEFLEC99 derived deflections.
 DR0932
 DR0932.The geoid height was determined by GEOID03.
 DR0932
 DR0932;                    North         East     Units Scale Factor Converg.
 DR0932;SPC NM C     -   316,545.856   594,951.010   MT  1.00001111   +0 34 17.7
 DR0932;SPC NM C     - 1,038,534.20  1,951,935.11   sFT  1.00001111   +0 34 17.7
 DR0932;UTM  13      - 3,745,601.893   479,283.932   MT  0.99960529   -0 07 29.1
 DR0932
 DR0932!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR0932!SPC NM C     -   0.99974040  x   1.00001111  =   0.99975151
 DR0932!UTM  13      -   0.99974040  x   0.99960529  =   0.99934580
 DR0932
 DR0932|---------------------------------------------------------------------|
 DR0932| PID    Reference Object                     Distance      Geod. Az  |
 DR0932|                                                           dddmmss.s |
 DR0932| CJ7527 HUFF RM 1                            18.722 METERS 08001     |
 DR0932| CJ7528 HUFF RM 2                            24.695 METERS 17011     |
 DR0932| DR0940 EL CAPITAN MOUNTAIN E PEAK          APPROX.29.3 KM 1821918.9 |
 DR0932| DR0946 EL CAPITAN MOUNTAIN                 APPROX.29.0 KM 1873742.2 |
 DR0932| DR0959 DAVIS                               APPROX.12.2 KM 2620320.1 |
 DR0932| CJ7526 HUFF AZ MK                                         3524856.5 |
 DR0932|---------------------------------------------------------------------|
 DR0932
 DR0932                          SUPERSEDED SURVEY CONTROL
 DR0932
 DR0932  NAD 83(1986)-  33 51 01.78595(N)    105 13 26.16431(W) AD(       ) 1
 DR0932  NAD 27      -  33 51 01.48400(N)    105 13 24.19600(W) AD(       ) 1
 DR0932  NGVD 29 (07/19/86) 1674.7    (m)         5494.     (f) VERT ANG       
 DR0932
 DR0932.Superseded values are not recommended for survey control.
 DR0932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0932.See file dsdata.txt to determine how the superseded data were derived.
 DR0932
 DR0932_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDT7928445602(NAD 83)
 DR0932_MARKER: DS = TRIANGULATION STATION DISK
 DR0932_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR0932
 DR0932  HISTORY     - Date     Condition        Report By
 DR0932  HISTORY     - 1934     MONUMENTED       CGS
 DR0932  HISTORY     - 1972     GOOD             USGS
 DR0932
 DR0932                          STATION DESCRIPTION
 DR0932
 DR0932'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 DR0932'ABOUT 16 MILES NORTH OF ARABELA POST OFFICE IN SEC. 25, T. 5
 DR0932'S., R. 16 E., ON TOP OF THE HILL ON WHICH THE HUFF RANCH IS
 DR0932'LOCATED, 115 FEET EAST OF NORTHEAST CORNER OF THE RANCH HOUSE,
 DR0932'100 FEET EAST OF SOUTHEAST CORNER OF THE HOUSE, AND 9 FEET
 DR0932'NORTH OF AN EAST-AND-WEST FENCE.  TO REACH FROM HOUSE AT
 DR0932'GARCIANAS RANCH, GO NORTH 1.8 MILES UP CANYON ON ONLY ROAD
 DR0932'TO TOP OF GRADE, PASS THROUGH GATE AND GO 0.1 MILE, FOLLOW LEFT
 DR0932'FORK 0.8 MILE TO CROSSROADS, GO STRAIGHT AHEAD 1.5 MILES,
 DR0932'FOLLOW RIGHT FORK 0.5 MILE, FOLLOW RIGHT FORK 1.1 MILES, PASS
 DR0932'THROUGH A GATE AND CONTINUE NORTH 1.9 MILES ON WELL-TRAVELED
 DR0932'ROAD, FOLLOW LEFT FORK WEST 0.6 MILE TO CROSSROADS, TURN
 DR0932'RIGHT (NORTH) AND 0.4 MILE ON MAIN ROAD TO CROSSROADS,
 DR0932'TURN LEFT (WEST), AND GO UP GRADE 1.7 MILES TO THE HUFF
 DR0932'RANCH.  THE STATION, UNDERGROUND, REFERENCE, AND AZIMUTH
 DR0932'MARKS ARE STANDARD DISKS SET IN CONCRETE.
 DR0932'REFERENCE MARK NO. 1 IS 9 FEET NORTH OF
 DR0932'AN EAST-AND-WEST FENCE, AND 61.57 FEET FROM STATION,
 DR0932'AND NO. 2 IS 5 FEET WEST OF A
 DR0932'NORTH-AND-SOUTH FENCE, 5 FEET NORTH OF AN EAST-AND-WEST
 DR0932'FENCE, AND 82.70 FEET FROM STATION.
 DR0932'THE AZIMUTH MARK IS 105 FEET WEST OF SOUTHWEST CORNER OF
 DR0932'ASPERS CANYON SCHOOLHOUSE (DISTRICT 34), AND 107 FEET
 DR0932'WEST OF THE NORTHWEST CORNER OF THE SCHOOLHOUSE (AN ADOBE
 DR0932'BRICK STRUCTURE IN THE VALLEY NORTH OF STATION), AND 1.5 MILES
 DR0932'FROM STATION N 07 DEG 11 MIN W.
 DR0932
 DR0932                          STATION RECOVERY (1972)
 DR0932
 DR0932'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972 (RDS)
 DR0932'THE STATION IS LOCATED NORTH 46 DEGREES EAST, ABOUT 29 MILES
 DR0932'FROM CAPITAN, NEW MEXICO, IN NORTHWEST QUARTER SECTION 25,
 DR0932'TOWNSHIP 5 SOUTH, RANGE 16 EAST, ON OWEN RANCH.
 DR0932'
 DR0932'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 380 AND STATE HIGHWAY
 DR0932'48 AT CAPITAN, NEW MEXICO, GO 21.0 MILES NORTH AND EAST ALONG
 DR0932'STATE HIGHWAY 48 TO EAST ROAD FORK OF TWO, TURN LEFT (NORTHEAST),
 DR0932'AND GO 6.4 MILES TO ROAD FORKS, TAKE LEFT FORK THROUGH CATTLEGUARD
 DR0932'AND GO 2.95 MILES NORTH TO T-ROAD EAST, CONTINUE NORTH 0.7 MILE
 DR0932'TO ROAD FORKS, TAKE RIGHT FORK AND GO GENERALLY NORTHEAST 1.4
 DR0932'MILES TO FENCE AND GATE.  PASS THROUGH GATE AND CONTINUE EAST
 DR0932'2.0 MILES TO FENCE AND GATE, PASS THROUGH GATE AND CONTINUE
 DR0932'EAST 2.0 MILES TO FENCE AND GATE, PASS THROUGH GATE AND GO
 DR0932'0.3 MILE EAST TO TOP OF HILL AND STATION 18 FEET SOUTH OF
 DR0932'CENTER OF ROAD, 6 FEET SOUTHWEST OF USC AND GS WITNESS SIGN
 DR0932'ON METAL POST.
 DR0932'
 DR0932'THE STATION MARK AND REFERENCE MARKS ARE USC AND GS BRONZE
 DR0932'DISKS SET IN THE TOP OF CONCRETE POSTS.
 DR0932'
 DR0932'STATION MARK--IN CONCRETE POST FLUSH WITH GROUND, DISK
 DR0932'STAMPED HUFF 1934.
 DR0932'
 DR0932'REFERENCE MARK NO. 1--IN CONCRETE POST PROJECTING 0.2 FOOT,
 DR0932'DISK STAMPED HUFF NO. 1 1934.
 DR0932'
 DR0932'REFERENCE MARK NO. 2--IN CONCRETE POST PROJECTING 0.3 FOOT,
 DR0932'DISK STAMPED HUFF NO. 2 1934.
 DR0932'
 DR0932'AZIMUTH MARK WAS NOT VISITED.
 DR0932'
 DR0932'STATION DAVIS ET 1972 IS VISIBLE FROM THE GROUND TO SERVE AS
 DR0932'AZIMUTH MARK.
 DR0932'
 DR0932'ALL OBSERVATIONS MADE FROM A STANDARD TRIPOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0859 ***********************************************************************
 DR0859  DESIGNATION -  HUGGINS
 DR0859  PID         -  DR0859
 DR0859  STATE/COUNTY-  NM/CHAVES
 DR0859  USGS QUAD   -  SHANNON DRAW (1982)
 DR0859
 DR0859                         *CURRENT SURVEY CONTROL
 DR0859  ___________________________________________________________________
 DR0859* NAD 83(1992)-  33 49 32.47065(N)    104 27 27.08269(W)     ADJUSTED  
 DR0859* NAVD 88     -      1281.1    (meters)    4203.     (feet)  VERTCON   
 DR0859  ___________________________________________________________________
 DR0859  LAPLACE CORR-          -0.82  (seconds)                    DEFLEC99
 DR0859  GEOID HEIGHT-         -23.40  (meters)                     GEOID03
 DR0859
 DR0859  HORZ ORDER  -  SECOND
 DR0859
 DR0859.The horizontal coordinates were established by classical geodetic methods
 DR0859.and adjusted by the National Geodetic Survey in December 1993..
 DR0859
 DR0859.The NAVD 88 height was computed by applying the VERTCON shift value to
 DR0859.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DR0859
 DR0859.The Laplace correction was computed from DEFLEC99 derived deflections.
 DR0859
 DR0859.The geoid height was determined by GEOID03.
 DR0859
 DR0859;                    North         East     Units Scale Factor Converg.
 DR0859;SPC NM E     -   313,330.549   153,504.426   MT  0.99991072   -0 04 08.9
 DR0859;SPC NM E     - 1,027,985.31    503,622.44   sFT  0.99991072   -0 04 08.9
 DR0859;UTM  13      - 3,742,960.983   550,198.962   MT  0.99963106   +0 18 07.1
 DR0859
 DR0859!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR0859!SPC NM E     -   0.99980260  x   0.99991072  =   0.99971334
 DR0859!UTM  13      -   0.99980260  x   0.99963106  =   0.99943373
 DR0859
 DR0859|---------------------------------------------------------------------|
 DR0859| PID    Reference Object                     Distance      Geod. Az  |
 DR0859|                                                           dddmmss.s |
 DR0859| CJ7529 HUGGINS RM 1                         19.271 METERS 22852     |
 DR0859| DR0909 FIVEMILE                            APPROX.11.2 KM 2714506.0 |
 DR0859| CJ7530 HUGGINS RM 2                         19.221 METERS 31531     |
 DR0859|---------------------------------------------------------------------|
 DR0859
 DR0859                          SUPERSEDED SURVEY CONTROL
 DR0859
 DR0859  NAD 83(1986)-  33 49 32.47625(N)    104 27 27.07953(W) AD(       ) 2
 DR0859  NAD 27      -  33 49 32.17056(N)    104 27 25.18343(W) AD(       ) 2
 DR0859  NGVD 29 (07/19/86) 1280.5    (m)         4201.     (f) VERT ANG       
 DR0859
 DR0859.Superseded values are not recommended for survey control.
 DR0859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0859.See file dsdata.txt to determine how the superseded data were derived.
 DR0859
 DR0859_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SET5019942961(NAD 83)
 DR0859_MARKER: DD = SURVEY DISK
 DR0859_SETTING: 0 = UNSPECIFIED SETTING
 DR0859
 DR0859  HISTORY     - Date     Condition        Report By
 DR0859  HISTORY     - 1967     MONUMENTED       USGS
 DR0859
 DR0859                          STATION DESCRIPTION
 DR0859
 DR0859'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (JTD)
 DR0859'THE STATION IS LOCATED N 7 DEG E ABOUT 30 MI. (AIRLINE) FROM
 DR0859'ROSWELL, NEW MEXICO, S 53 DEG E, ABOUT 10 MI. (AIRLINE) FROM
 DR0859'THE JUNCTION OF U.S. HIGHWAY 285 AND STATE HIGHWAY 20, 0.35
 DR0859'MI. SW OF A WINDMILL.  ON THE HIGHEST PART OF A BROAD TOPPED
 DR0859'HILL, ON LAND OWNED BY BRONSON M. CORN, 5.0 FT. SSW OF A
 DR0859'USGS WITNESS SIGN MOUNTED ON A METAL POST.  THE STATION SITE
 DR0859'CAN BE LOCATED FROM THE ROSWELL (NI 13-8) 1/250,000 SERIES MAP.
 DR0859'
 DR0859'STATION MARK--A USGS BRONZE TABLET CRIMPED TO A COPPERWELD
 DR0859'ROD DRIVEN TO A DEPTH OF 10 FT., CENTERED IN AN ORANGEBURG TILE,
 DR0859'6 IN. DIAMETER, 12 IN. LONG, FILLED WITH GRAVEL.  THE TABLET
 DR0859'IS FLUSH WITH GROUND AND STAMPED HUGGINS ET 1967.
 DR0859'
 DR0859'REFERENCE MARK NO. 1--A USGS BRONZE R.M. TABLET CRIMPED TO A
 DR0859'COPPERWELD ROD DRIVEN TO REFUSAL (6.6 FT.), FLUSH WITH THE
 DR0859'GROUND, CENTERED IN AN ORANGEBURG TILE, 6 IN. DIAMETER, 12 IN.
 DR0859'LONG, FILLED WITH GRAVEL.  STAMPED HUGGINS ET 1967 NO. 1.
 DR0859'
 DR0859'REFERENCE MARK NO. 2--A USGS BRONZE R.M. TABLET CRIMPED TO
 DR0859'A COPPERWELD ROD DRIVEN TO REFUSAL (7.2 FT.), FLUSH WITH THE
 DR0859'GROUND, CENTERED IN AN ORANGEBURG TILE, 6 IN. DIAMETER, 12 IN.
 DR0859'LONG, FILLED WITH GRAVEL, STAMPED HUGGINS ET 1967 NO. 2.
 DR0859'
 DR0859'HORIZONTAL DISTANCE BETWEEN R.M. 1 AND R.M. 2 IS 86.66 FT.
 DR0859'(26.414 METERS).
 DR0859'
 DR0859'STATION FIVEMILE ET 1967 IS VISIBLE FROM THE GROUND, AT THIS
 DR0859'STATION AND WILL SERVE AS THE AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1372 ***********************************************************************
 FO1372  DESIGNATION -  HUGHES
 FO1372  PID         -  FO1372
 FO1372  STATE/COUNTY-  NM/BERNALILLO
 FO1372  USGS QUAD   -  LOS GRIEGOS (1990)
 FO1372
 FO1372                         *CURRENT SURVEY CONTROL
 FO1372  ___________________________________________________________________
 FO1372* NAD 83(1992)-  35 09 41.70613(N)    106 40 47.55260(W)     ADJUSTED  
 FO1372* NAVD 88     -      1539.9    (meters)    5052.     (feet)  VERTCON   
 FO1372  ___________________________________________________________________
 FO1372  X           -  -1,498,657.621 (meters)                     COMP
 FO1372  Y           -  -5,001,667.967 (meters)                     COMP
 FO1372  Z           -   3,653,411.560 (meters)                     COMP
 FO1372  LAPLACE CORR-           2.55  (seconds)                    DEFLEC99
 FO1372  ELLIP HEIGHT-        1518.67  (meters)          (09/28/01) GPS OBS
 FO1372  GEOID HEIGHT-         -21.34  (meters)                     GEOID03
 FO1372
 FO1372  HORZ ORDER  -  FIRST
 FO1372  ELLP ORDER  -  FOURTH    CLASS I
 FO1372
 FO1372.The horizontal coordinates were established by classical geodetic methods
 FO1372.and adjusted by the National Geodetic Survey in December 1993..
 FO1372
 FO1372.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1372.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1372
 FO1372.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FO1372
 FO1372.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1372
 FO1372.The ellipsoidal height was determined by GPS observations
 FO1372.and is referenced to NAD 83.
 FO1372
 FO1372.The geoid height was determined by GEOID03.
 FO1372
 FO1372;                    North         East     Units Scale Factor Converg.
 FO1372;SPC NM C     -   461,583.603   460,838.524   MT  0.99991889   -0 14 51.2
 FO1372;SPC NM C     - 1,514,378.87  1,511,934.39   sFT  0.99991889   -0 14 51.2
 FO1372;UTM  13      - 3,892,254.331   347,003.072   MT  0.99988849   -0 58 03.4
 FO1372
 FO1372!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1372!SPC NM C     -   0.99976168  x   0.99991889  =   0.99968059
 FO1372!UTM  13      -   0.99976168  x   0.99988849  =   0.99965020
 FO1372
 FO1372:                Primary Azimuth Mark                     Grid Az
 FO1372:SPC NM C     -  ALAMEDA RAD KOB WEST MAST                053 51 30.8
 FO1372:UTM  13      -  ALAMEDA RAD KOB WEST MAST                054 34 43.0
 FO1372
 FO1372|---------------------------------------------------------------------|
 FO1372| PID    Reference Object                     Distance      Geod. Az  |
 FO1372|                                                           dddmmss.s |
 FO1372| FO1106 ALAMEDA RAD KOB WEST MAST           APPROX. 7.6 KM 0533639.6 |
 FO1372| FO1132 ALAMEDA RAD KOB EAST MAST           APPROX. 7.7 KM 0542355.6 |
 FO1372| FO1112 ALAMEDA NATIVITY CH N SPIRE         APPROX. 6.5 KM 0622310.6 |
 FO1372| FO1373 R 898 6 5041.47                      29.683 METERS 06437     |
 FO1372| CD3993 4985.45                                            1063645.1 |
 FO1372| FO1418 ALBUQUERQUE TV STA KOAT MAST        APPROX.14.4 KM 2195722.0 |
 FO1372| FO1420 ALBUQUERQUE MTN ST TT CO TOWER      APPROX.14.1 KM 2214134.6 |
 FO1372| CD3515 HUGHES RM 1                           7.640 METERS 33538     |
 FO1372|---------------------------------------------------------------------|
 FO1372
 FO1372                          SUPERSEDED SURVEY CONTROL
 FO1372
 FO1372  NAD 83(1986)-  35 09 41.71158(N)    106 40 47.55417(W) AD(       ) 1
 FO1372  NAD 27      -  35 09 41.55333(N)    106 40 45.45784(W) AD(       ) 1
 FO1372  NGVD 29 (07/01/93) 1539.1    (m)         5050.     (f) VERT ANG       
 FO1372
 FO1372.Superseded values are not recommended for survey control.
 FO1372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1372.See file dsdata.txt to determine how the superseded data were derived.
 FO1372
 FO1372_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU4700392254(NAD 83)
 FO1372_MARKER: DS = TRIANGULATION STATION DISK
 FO1372_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FO1372_SP_SET: CONCRETE POST
 FO1372_STAMPING: HUGHES 1954
 FO1372_MARK LOGO: CGS   
 FO1372_MAGNETIC: N = NO MAGNETIC MATERIAL
 FO1372_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO1372+STABILITY: SURFACE MOTION
 FO1372_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FO1372+SATELLITE: SATELLITE OBSERVATIONS - March 03, 1993
 FO1372
 FO1372  HISTORY     - Date     Condition        Report By
 FO1372  HISTORY     - 1954     MONUMENTED       CGS
 FO1372  HISTORY     - 1954     GOOD             CGS
 FO1372  HISTORY     - 1969     GOOD             CGS
 FO1372  HISTORY     - 1980     GOOD             NGS
 FO1372  HISTORY     - 19911120 GOOD
 FO1372  HISTORY     - 19930303 GOOD             NGS
 FO1372
 FO1372                          STATION DESCRIPTION
 FO1372
 FO1372'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (WRH)
 FO1372'STATION IS LOCATED, AIRLINE, ABOUT 6 MILES NORTH OF THE CENTER
 FO1372'OF ALBUQUERQUE, 3-3/4 MILES WEST NORTHWEST OF ALAMEDA, 3/4
 FO1372'MILE WEST OF THE RIO GRANDE RIVER AND ON A LOW SAND RIDGE
 FO1372'OVERLOOKING THE RIO GRANDE VALLEY.  IT IS ON THE PROPERTY
 FO1372'OF MR. R.E. HUGHES.
 FO1372'
 FO1372'STATION IS REACHED AS FOLLOWS--FROM THE U.S. POST OFFICE IN
 FO1372'ALAMEDA, GO NORTH FOR 0.1 MILE TO A CAUTION LIGHT.  TURN LEFT
 FO1372'AND GO 1.6 MILES TO THE WEST END OF THE BRIDGE OVER THE
 FO1372'RIO GRANDE RIVER.  CONTINUE FOR 0.4 MILE, TURN LEFT ON A
 FO1372'GRAVELED ROAD AND GO SOUTHERLY FOR 3.6 MILES TO THE FOURTH
 FO1372'CATTLE GUARD AND THE MRGCD BM WHICH IS USED FOR THE AZIMUTH
 FO1372'MARK.  FROM HERE TURN RIGHT ON A TRACK ROAD, BEFORE CROSSING
 FO1372'THE CATTLE GUARD, AND GO 0.05 MILE TO A FORK.  TAKE THE
 FO1372'RIGHT FORK AND GO 0.15 MILE TO A WIDE BLADED ROAD
 FO1372'INTERSECTION.  TURN RIGHT AND GO 0.1 MILE.  TURN LEFT, CROSS
 FO1372'COUNTRY, AND GO 0.2 MILE TO THE STATION.
 FO1372'
 FO1372'STATION MARK, STAMPED HUGHEST 1954 IS A STANDARD DISK SET
 FO1372'IN THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT PROJECTS
 FO1372'6 INCHES.  IT IS 8.0 FEET NORTHEAST OF A WITNESS POST.
 FO1372'
 FO1372'REFERENCE MARK NUMBER 1, STAMPED HUGHES NO 1 1954, IS A
 FO1372'STANDARD DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE
 FO1372'POST THAT PROJECTS 6 INCHES AND IS AT THE SAME ELEVATION AS
 FO1372'THE STATION.
 FO1372'
 FO1372'R 898-6 (USE), USED FOR REFERENCE MARK NUMBER 2, IS A TRAVERSE
 FO1372'DISK SET IN THE TOP OF A ROUND PRECAST CONCRETE POST 10 INCHES
 FO1372'IN DIAMETER, PROJECTING 1 INCH AND ABOUT 10 FEET LOWER THAN
 FO1372'THE STATION.  IT IS STAMPED R 898 6 ALB 1950 EL 5041.47.
 FO1372'IT IS 2.0 FEET EAST OF A STEEL ROD DRIVEN IN THE GROUND.
 FO1372'
 FO1372'MRGCD BM, USED FOR THE AZIMUTH MARK, IS A MIDDLE RIO GRANDE
 FO1372'CONSERVANCY DISTRICT BENCH MARK, STAMPED 4985.45, AND SET IN
 FO1372'THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT PROJECTS 6
 FO1372'INCHES.  IT IS 300 FEET NORTHEAST OF A CATTLE GUARD, 100
 FO1372'FEET WEST OF AN IRRIGATION CANAL AND 24.0 FEET EAST OF THE
 FO1372'CENTERLINE OF A SIDE ROAD.
 FO1372'
 FO1372'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 FO1372
 FO1372                          STATION RECOVERY (1954)
 FO1372
 FO1372'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954
 FO1372'RECOVERED IN GOOD CONDITION.
 FO1372
 FO1372                          STATION RECOVERY (1969)
 FO1372
 FO1372'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JLC)
 FO1372'THE STATION MARK, REFERENCE MARK 1, R 896 (USE) AND THE MIDDLE
 FO1372'RIO GRANDE CONSERVANCY DISTRICT BENCH MARK WERE RECOVERED
 FO1372'IN GOOD CONDITION.  THE DISTANCE TO R 896 (USE) WAS FOUND TO
 FO1372'BE .04 OF A FOOT SHORTER THAN THE 1954 DISTANCE.  FOLLOWING
 FO1372'IS A NEW DESCRIPTION.
 FO1372'
 FO1372'THE STATION IS LOCATED ABOUT 5-1/4 MILES NORTHWEST OF THE
 FO1372'CENTER OF ALBUQUERQUE, 4 MILES SOUTHWEST OF ALAMEDA, 3/4 MILES
 FO1372'WEST OF THE RIO GRANDE RIVER, ON A LOW SANDY RIDGE OVERLOOKING
 FO1372'THE RIO GRANDE VALLEY ON PROPERTY OF MR. J.B. PACHECO.
 FO1372'
 FO1372'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY
 FO1372'40 AND COORS ROAD (STATE HIGHWAY 448) IN THE WEST EDGE OF
 FO1372'ALBUQUERQUE, GO NORTH ON COORS ROAD FOR 4.9 MILES TO A
 FO1372'CROSSROAD.*** TURN LEFT, GO WEST ON LA ORILLA ROAD FOR 0.2 MILE TO
 FO1372'A DRIVEWAY RIGHT.  TURN RIGHT AND GO NORTH ON THE DRIVEWAY FOR
 FO1372'0.05 MILE TO MR. PACHECOS RESIDENCE ON THE LEFT.  (A 4-WHEEL
 FO1372'DRIVE VEHICLE IS REQUIRED FROM THIS POINT.) CONTINUE
 FO1372'IN A NORTHERLY DIRECTION ACROSS A SANDY FIELD FOR 0.1 MILE TO
 FO1372'THE STATION.
 FO1372'
 FO1372'THE STATION MARK IS A STANDARD DISK STAMPED HUGHES 1954, SET
 FO1372'IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 FO1372'8 INCHES ABOVE THE GROUND.  IT IS 186 FEET EAST OF POWER LINE
 FO1372'POLE NO. UP 41 AH AND 5.4 FEET NORTH-NORTHEAST OF A METAL
 FO1372'WITNESS POST.
 FO1372'
 FO1372'REFERENCE MARK 1 IS A STANDARD DISK STAMPED HUGHES NO 1
 FO1372'1954, SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 FO1372'WHICH PROJECTS 5 INCHES ABOVE THE GROUND.  IT IS 165 FEET
 FO1372'EAST-SOUTHEAST OF THE POWER LINE POLE AND 25.2 FEET
 FO1372'NORTH-NORTHWEST OF THE METAL WITNESS POST.
 FO1372'
 FO1372'R 898-6, USED FOR REFERENCE MARK 2, IS A U.S. CORPS OF ENGINEERS
 FO1372'TRAVERSE DISK STAMPED R 898-6 ALB 1950 EL 5041.47, SET IN THE
 FO1372'TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE
 FO1372'GROUND.  IT IS 103.1 FEET NORTH-NORTHEAST OF THE METAL WITNESS
 FO1372'POST AND ABOUT 10 FEET LOWER THAN THE STATION.
 FO1372'
 FO1372'MRGCD BM, USED AS AN AZIMUTH MARK, IS A MIDDLE RIO GRANDE
 FO1372'CONSERVANCY DISTRICT BENCH MARK DISK STAMPED 4985.45, SET IN
 FO1372'THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 FO1372'6 INCHES ABOVE THE GROUND.  IT IS 49 FEET WEST OF A NORTH-SOUTH
 FO1372'FENCE LINE AND 28 FEET EAST OF A TRACK ROAD.
 FO1372'
 FO1372'***TO REACH THE MIDDLE RIO GRANDE BM FROM THIS POINT, GO EAST
 FO1372'AND NORTH ON A TRACK ROAD FOR 0.25 MILE TO THE MARK ON THE
 FO1372'RIGHT.
 FO1372'
 FO1372'HEIGHT OF LIGHT ABOVE STATION MARK 4.4 FEET.
 FO1372
 FO1372                          STATION RECOVERY (1980)
 FO1372
 FO1372'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 FO1372'STATION RECOVERED AND ALL MARKS ARE IN GOOD CONDITION.  DISTANCE AND
 FO1372'DIRECTION TO REFERENCE MARKS COMPARED FAVORABLY WITH PREVIOUS DATA.
 FO1372'
 FO1372'STATION IS REACHED FROM THE JUNCTION OF INTERSTATE HIGHWAY 40 AND
 FO1372'STATE HIGHWAY 448, COORS ROAD AT WEST SIDE OF ALBUQUERQUE.  GO NORTH
 FO1372'ON HIGHWAY 448, COORS ROAD FOR 4.9 MILES TO A CROSS ROAD, LA ORILLA
 FO1372'ROAD.  TURN LEFT AND GO WEST ON LA ORILLA ROAD FOR 0.1 MILE TO A FENCE
 FO1372'LINE AND HOUSE ON RIGHT.  TURN RIGHT AND GO ACROSS COUNTRY, KEEPING
 FO1372'ALONG EAST SIDE OF FENCE FOR ABOUT 0.15 MILE TO STATION.  A 4 WHEEL
 FO1372'DRIVE VEHICLE IS NEEDED FOR LAST 0.15 MILE.
 FO1372'
 FO1372'AZIMUTH MARK, MRGCD IS REACHED FROM COORS ROAD AND LA ORILLA ROAD
 FO1372'INTERSECTION.  GO EAST ON A GRADED ROAD FOR 0.2 MILE TO END OF ROAD,
 FO1372'TURN LEFT AND GO NORTH ON A TRACK ROAD FOR ABOUT 0.05 MILE TO MARK ON
 FO1372'RIGHT, AS DESCRIBED.
 FO1372'
 FO1372'STATION IS A STANDARD DISK, STAMPED---HUGHES 1954---SET IN THE TOP
 FO1372'OF A SQUARE CONCRETE MONUMENT PROJECTING ABOUT 10 INCHES, 5.5 FEET
 FO1372'EAST-NORTHEAST OF A METAL WITNESS POST.
 FO1372'
 FO1372'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED---HUGHES NO 1 1954---
 FO1372'SET IN THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTING ABOUT 8
 FO1372'INCHES, 25.2 FEET NORTH OF THE METAL WITNESS POST.
 FO1372'
 FO1372'REFERENCE MARK 2 IS A STANDARD U.S. CORPS OF ENGINEERS TRAVERSE DISK,
 FO1372'STAMPED---R898-6 ALB 1950 5041.47---SET IN THE TOP OF A ROUND
 FO1372'CONCRETE MONUMENT PROJECTING ABOUT 3 INCHES, 103 FEET NORTHEAST OF THE
 FO1372'METAL WITNESS POST AND IS ABOUT 6 FEET LOWER IN ELEVATION THAN STATION
 FO1372'MARK.
 FO1372'
 FO1372'AZIMUTH MARK IS A STANDARD MIDDLE RIO GRANDE CONSERVANCY DISTRICT
 FO1372'BENCH MARK DISK, STAMPED---4985.45---SET IN THE TOP OF A SQUARE
 FO1372'CONCRETE MONUMENT PROJECTING ABOUT 4 INCHES, 10 FEET EAST OF CENTER OF
 FO1372'A TRACK ROAD, 2 FEET SOUTH OF A METAL WITNESS POST.
 FO1372
 FO1372                          STATION RECOVERY (1991)
 FO1372
 FO1372'RECOVERED 1991
 FO1372'RECOVERED IN GOOD CONDITION.
 FO1372
 FO1372                          STATION RECOVERY (1993)
 FO1372
 FO1372'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 FO1372'THE STATION IS LOCATED ABOUT 6 MI (9.7 KM) NORTH OF THE CENTER OF
 FO1372'ALBUQUERQUE AND 0.75 MI (1.21 KM) WEST OF THE RIO GRANDE RIVER ON A
 FO1372'PRIVATELY OWNED LOW SANDY RIDGE.
 FO1372'TO REACH THE STATION FROM THE INTERSECTION OF PASEO DEL NORTE AND
 FO1372'COORS ROAD (NM 448), GO SOUTH ON COORS ROAD FOR 1.6 MI (2.6 KM) TO
 FO1372'THE INTERSECTION WITH A PAVED ROAD, LA ORILLA, ON THE RIGHT.  TURN
 FO1372'RIGHT, WEST, ON LA ORILLA AND GO 0.15 MI (0.24 KM) TO A TRACK ROAD,
 FO1372'ALONG THE WEST SIDE OF AN OPEN FIELD, ON THE RIGHT. TURN RIGHT,
 FO1372'NORTH, ON THE EAST SIDE OF A FENCE AND FOLLOW THE TRACK ROAD
 FO1372'NORTHEAST AND THEN EAST FOR 0.1 MI (0.2 KM) TO THE STATION ON A LOW
 FO1372'RISE BETWEEN TWO LARGER HILLS, ONE TO THE NORTH AND ONE TO THE SOUTH
 FO1372'OF THE STATION.
 FO1372'THE STATION IS A TRIANGULATION STATION DISK SET IN THE TOP OF A 0.25 M
 FO1372'(0.82 FT) SQUARE CONCRETE POST, PROJECTING 0.3 M (1.0 FT) ABOVE
 FO1372'GROUND, AND STAMPED ---HUGHES 1954---.  THE STATION IS 56.5 M
 FO1372'(185.4 FT) EAST FROM A TELEPHONE POLE MARKED UP41 A8.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1282 ***********************************************************************
 FO1282  DESIGNATION -  HURLEY
 FO1282  PID         -  FO1282
 FO1282  STATE/COUNTY-  NM/BERNALILLO
 FO1282  USGS QUAD   -  ALBUQUERQUE WEST (1990)
 FO1282
 FO1282                         *CURRENT SURVEY CONTROL
 FO1282  ___________________________________________________________________
 FO1282* NAD 83(1992)-  35 05 21.20219(N)    106 41 59.88647(W)     ADJUSTED  
 FO1282* NAVD 88     -      1552.1    (meters)    5092.     (feet)  VERTCON   
 FO1282  ___________________________________________________________________
 FO1282  LAPLACE CORR-           1.92  (seconds)                    DEFLEC99
 FO1282  GEOID HEIGHT-         -21.44  (meters)                     GEOID03
 FO1282
 FO1282  HORZ ORDER  -  FIRST
 FO1282
 FO1282.The horizontal coordinates were established by classical geodetic methods
 FO1282.and adjusted by the National Geodetic Survey in December 1993..
 FO1282
 FO1282.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1282.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1282
 FO1282.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1282
 FO1282.The geoid height was determined by GEOID03.
 FO1282
 FO1282;                    North         East     Units Scale Factor Converg.
 FO1282;SPC NM C     -   453,564.345   458,971.799   MT  0.99992074   -0 15 31.2
 FO1282;SPC NM C     - 1,488,069.02  1,505,809.98   sFT  0.99992074   -0 15 31.2
 FO1282;UTM  13      - 3,884,259.363   345,035.862   MT  0.99989596   -0 58 38.7
 FO1282
 FO1282!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1282!SPC NM C     -   0.99975979  x   0.99992074  =   0.99968055
 FO1282!UTM  13      -   0.99975979  x   0.99989596  =   0.99965578
 FO1282
 FO1282|---------------------------------------------------------------------|
 FO1282| PID    Reference Object                     Distance      Geod. Az  |
 FO1282|                                                           dddmmss.s |
 FO1282| CD3517 HURLEY RM 1                          26.647 METERS 05015     |
 FO1282| CD3516 HURLEY AZ MK                                       1412858.7 |
 FO1282| CD3518 HURLEY RM 2                          18.340 METERS 19814     |
 FO1282|---------------------------------------------------------------------|
 FO1282
 FO1282                          SUPERSEDED SURVEY CONTROL
 FO1282
 FO1282  NAD 83(1986)-  35 05 21.20754(N)    106 41 59.88777(W) AD(       ) 1
 FO1282  NAD 27      -  35 05 21.04203(N)    106 41 57.79181(W) AD(       ) 1
 FO1282  NGVD 29 (07/19/86) 1551.3    (m)         5090.     (f) VERT ANG       
 FO1282
 FO1282.Superseded values are not recommended for survey control.
 FO1282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1282.See file dsdata.txt to determine how the superseded data were derived.
 FO1282
 FO1282_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU4503684259(NAD 83)
 FO1282_MARKER: DS = TRIANGULATION STATION DISK
 FO1282_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FO1282_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FO1282_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 FO1282
 FO1282  HISTORY     - Date     Condition        Report By
 FO1282  HISTORY     - 1969     MONUMENTED       CGS
 FO1282  HISTORY     - 1979     GOOD             NGS
 FO1282  HISTORY     - 20050206 MARK NOT FOUND   GEOCAC
 FO1282
 FO1282                          STATION DESCRIPTION
 FO1282
 FO1282'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JLC)
 FO1282'THE STATION IS LOCATED IN THE PAT HURLEY PARK, ABOUT 2-1/2 MILES
 FO1282'WEST OF THE CENTER OF ALBUQUERQUE, 1 MILE WEST OF THE RIO
 FO1282'GRANDE RIVER, 1/2 MILE NORTH OF CENTRAL AVENUE (U.S. HIGHWAY
 FO1282'66) AND ON PROPERTY OF THE CITY OF ALBUQUERQUE.
 FO1282'
 FO1282'TO REACH THE STATION FROM THE JUNCTION OF NORTH COORS ROAD
 FO1282'(STATE HIGHWAY 448 AND CENTRAL AVENUE IN THE WEST EDGE OF
 FO1282'ALBUQUERQUE, GO NORTH ON NORTH COORS ROAD FOR 0.45 MILE TO A
 FO1282'SIDE ROAD RIGHT.  TURN RIGHT AND GO EAST ON BLUEWATER ROAD FOR
 FO1282'0.55 MILE TO A T-ROAD.  TURN LEFT AND GO NORTH ON YUCCA DRIVE
 FO1282'NW FOR 0.05 MILE TO THE PARK ON THE RIGHT AND THE STATION.
 FO1282'
 FO1282'THE STATION MARK IS A STANDARD DISK STAMPED HURLEY 1969, SET
 FO1282'IN THE TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH
 FO1282'THE GROUND.  IT IS 78 FEET EAST-SOUTHEAST OF A METAL LIGHT POLE
 FO1282'WHICH IS IN THE NORTHEAST CORNER OF A PAVED PARKING AREA, 50.8
 FO1282'FEET WEST OF A METAL LIGHT POLE, 30 FEET SOUTHEAST OF A CONCRETE
 FO1282'WALL FOR A BARBECUE PIT AND 13 FEET WEST-NORTHWEST OF A CONCRETE
 FO1282'CURB WHICH IS IN THE EAST EDGE OF GRASSY AREA.
 FO1282'
 FO1282'REFERENCE MARK 1 IS A STANDARD DISK STAMPED HURLEY NO 1 1969,
 FO1282'CEMENTED IN A DRILL HOLE IN THE CONCRETE CURB WHICH PROJECTS 8
 FO1282'INCHES ABOVE THE GROUND.  IT IS 68.9 FEET NORTH OF THE METAL
 FO1282'LIGHT POLE AND 35 FEET WEST-SOUTHWEST OF A METAL LIGHT POLE.
 FO1282'
 FO1282'REFERENCE MARK 2 IS A STANDARD DISK STAMPED HURLEY NO 2 1969,
 FO1282'CEMENTED IN A DRILL HOLE IN THE CONCRETE CURB WHICH PROJECTS
 FO1282'8 INCHES ABOVE THE GROUND.  IT IS 27.6 FEET NORTH-NORTHEAST OF
 FO1282'A METAL LIGHT POLE WHICH IS IN THE SOUTHEAST CORNER OF THE
 FO1282'PAVED PARKING AREA.
 FO1282'
 FO1282'THE AZIMUTH MARK IS A STANDARD DISK STAMPED HURLEY 1969, SET
 FO1282'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 FO1282'PROJECTS 5 INCHES ABOVE THE GROUND.  IT IS 101 FEET EAST OF THE
 FO1282'SOUTHEAST CORNER OF FARBERS HARDWARE, 36 FEET NORTH OF THE
 FO1282'CENTER OF THE WEST BOUND LANES OF CENTRAL AVENUE, 3 FEET WEST
 FO1282'OF A POWER LINE POLE AND 2 FEET NORTHEAST OF A METAL WITNESS
 FO1282'POST.
 FO1282'
 FO1282'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON YUCCA
 FO1282'DRIVE NW FOR 0.4 MILE TO A T-ROAD.  TURN LEFT AND GO EAST ON
 FO1282'CENTRAL AVENUE FOR 0.3 MILE TO THE MARK ON THE LEFT.
 FO1282'
 FO1282'HEIGHT OF LIGHT ABOVE STATION MARK 22.3 METERS.
 FO1282
 FO1282                          STATION RECOVERY (1979)
 FO1282
 FO1282'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 FO1282'STATION RECOVERED AND ALL MARKS ARE IN GOOD CONDITION.  DISTANCE AND
 FO1282'DIRECTION TO REFERENCE MARKS WERE VERIFIED.  STATION MARK AREA HAS
 FO1282'BEEN SODDED WITH GRASS AND NOW MARK IS ABOUT 2 INCHES BELOW SOD.
 FO1282'
 FO1282'STATION IS REACHED FROM THE JUNCTION OF CENTRAL AVENUE AND YUCCA
 FO1282'DRIVE IN WESTERN SECTION OF ALBUQUERQUE.  GO NORTHERLY ON YUCCA DRIVE
 FO1282'FOR 0.5 MILE TO THE PAT HURLEY PARK AND STATION ON RIGHT.  STATION
 FO1282'MARK IS ABOUT THE CENTER AND ON TOP OF A SMALL RISE IN PARK.
 FO1282'
 FO1282'STATION IS A STANDARD DISK, STAMPED---HURLEY 1969---SET IN TOP OF A
 FO1282'ROUND CONCRETE MONUMENT 2 INCHES BELOW GROUND, 51.4 FEET SOUTHEAST OF
 FO1282'A 10 INCH CEDAR TREE, 50.6 FEET EAST OF A METAL LIGHT POLE, 29 FEET
 FO1282'SOUTH-SOUTHWEST OF A 10 INCH TREE, 13.5 FEET NORTHWEST OF THE WEST
 FO1282'CURB OF A GRAVELED DRIVE.
 FO1282'
 FO1282'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED---HURLEY NO 1 1969---
 FO1282'CEMENTED IN A DRILL HOLE, IN TOP OF A CONCRETE CURB PROJECTING ABOUT
 FO1282'8 INCHES, 35.1 FEET WEST OF THE METAL LIGHT POLE, 10 FEET NORTHWEST
 FO1282'OF CENTER OF THE GRAVELED DRIVE.
 FO1282'
 FO1282'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED---HURLEY NO 1 1969---
 FO1282'CEMENTED IN A DRILL HOLE, IN TOP OF A CONCRETE CURB PROJECTING ABOUT
 FO1282'8 INCHES, 44 FEET WEST-NORTHWEST OF A METAL LIGHT POLE, 10 FEET
 FO1282'NORTHWEST OF CENTER OF THE GRAVELED ROAD.
 FO1282'
 FO1282'AZIMUTH MARK IS A STANDARD DISK, STAMPED---HURLEY 1969---SET IN TOP
 FO1282'OF A ROUND CONCRETE MONUMENT PROJECTING 7 INCHES, 101 FEET EAST OF
 FO1282'THE SOUTHEAST CORNER OF THE FARBERS HARDWARE BUILDING, 38 FEET NORTH
 FO1282'OF CENTER OF WESTBOUND LANE OF CENTRAL AVENUE, 2.3 FEET WEST OF A
 FO1282'POWER LINE POLE.
 FO1282'
 FO1282'AZIMUTH MARK IS REACHED FROM THE CENTRAL AVENUE-YUCCA DRIVE
 FO1282'JUNCTION.  GO EAST ON CENTRAL AVENUE FOR 0.3 MILE TO THE FARBERS
 FO1282'HARDWARE BUILDING AND MARK ON LEFT.
 FO1282
 FO1282                          STATION RECOVERY (2005)
 FO1282
 FO1282'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 FO1282'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0934 ***********************************************************************
 CY0934  DESIGNATION -  HURLEY BLACK RR TANK
 CY0934  PID         -  CY0934
 CY0934  STATE/COUNTY-  NM/GRANT
 CY0934  USGS QUAD   -  HURLEY WEST (1992)
 CY0934
 CY0934                         *CURRENT SURVEY CONTROL
 CY0934  ___________________________________________________________________
 CY0934* NAD 83(1992)-  32 42 06.71329(N)    108 07 56.28550(W)     ADJUSTED  
 CY0934* NAVD 88     -                                                        
 CY0934  ___________________________________________________________________
 CY0934  LAPLACE CORR-           2.98  (seconds)                    DEFLEC99
 CY0934  GEOID HEIGHT-         -23.74  (meters)                     GEOID03
 CY0934
 CY0934  HORZ ORDER  -  THIRD
 CY0934
 CY0934.The horizontal coordinates were established by classical geodetic methods
 CY0934.and adjusted by the National Geodetic Survey in December 1993..
 CY0934
 CY0934
 CY0934.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY0934
 CY0934.The geoid height was determined by GEOID03.
 CY0934
 CY0934;                    North         East     Units Scale Factor Converg.
 CY0934;SPC NM W     -   188,733.772   801,969.156   MT  0.99992635   -0 09 41.5
 CY0934;SPC NM W     -   619,204.05  2,631,127.14   sFT  0.99992635   -0 09 41.5
 CY0934;UTM  12      - 3,621,873.019   768,832.845   MT  1.00049125   +1 33 00.9
 CY0934
 CY0934                          SUPERSEDED SURVEY CONTROL
 CY0934
 CY0934  NAD 83(1986)-  32 42 06.70743(N)    108 07 56.28690(W) AD(       ) 4
 CY0934  NAD 27      -  32 42 10.14524(N)    108 07 52.23496(W) AD(       ) 3
 CY0934
 CY0934.Superseded values are not recommended for survey control.
 CY0934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0934.See file dsdata.txt to determine how the superseded data were derived.
 CY0934
 CY0934_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYB6883321873(NAD 83)
 CY0934_MARKER: 51 = TANK
 CY0934
 CY0934  HISTORY     - Date     Condition        Report By
 CY0934  HISTORY     - 1936     FIRST OBSERVED   CGS
 CY0934
 CY0934                          STATION DESCRIPTION
 CY0934
 CY0934'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0924 ***********************************************************************
 CY0924  DESIGNATION -  HURLEY SMOKESTACK
 CY0924  PID         -  CY0924
 CY0924  STATE/COUNTY-  NM/GRANT
 CY0924  USGS QUAD   -  HURLEY EAST (1992)
 CY0924
 CY0924                         *CURRENT SURVEY CONTROL
 CY0924  ___________________________________________________________________
 CY0924* NAD 83(1992)-  32 41 58.91140(N)    108 07 25.93304(W)     ADJUSTED  
 CY0924* NAVD 88     -                                                        
 CY0924  ___________________________________________________________________
 CY0924  LAPLACE CORR-           2.91  (seconds)                    DEFLEC99
 CY0924  GEOID HEIGHT-         -23.73  (meters)                     GEOID03
 CY0924
 CY0924  HORZ ORDER  -  THIRD
 CY0924
 CY0924.The horizontal coordinates were established by classical geodetic methods
 CY0924.and adjusted by the National Geodetic Survey in December 1993..
 CY0924
 CY0924
 CY0924.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY0924
 CY0924.The geoid height was determined by GEOID03.
 CY0924
 CY0924;                    North         East     Units Scale Factor Converg.
 CY0924;SPC NM W     -   188,491.254   802,759.002   MT  0.99992581   -0 09 25.1
 CY0924;SPC NM W     -   618,408.39  2,633,718.49   sFT  0.99992581   -0 09 25.1
 CY0924;UTM  12      - 3,621,654.079   769,630.035   MT  1.00049655   +1 33 17.0
 CY0924
 CY0924                          SUPERSEDED SURVEY CONTROL
 CY0924
 CY0924  NAD 83(1986)-  32 41 58.90692(N)    108 07 25.93380(W) AD(       ) 4
 CY0924  NAD 27      -  32 41 58.62509(N)    108 07 23.78058(W) AD(       ) 3
 CY0924
 CY0924.Superseded values are not recommended for survey control.
 CY0924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0924.See file dsdata.txt to determine how the superseded data were derived.
 CY0924
 CY0924_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYB6963021654(NAD 83)
 CY0924_MARKER: 63 = STACK
 CY0924
 CY0924  HISTORY     - Date     Condition        Report By
 CY0924  HISTORY     - 1938     FIRST OBSERVED   CGS
 CY0924  HISTORY     - 1955     GOOD             CGS
 CY0924  HISTORY     - 1964     GOOD             CGS
 CY0924  HISTORY     - 1977     GOOD             NGS
 CY0924  HISTORY     - 1979     GOOD             NGS
 CY0924
 CY0924                          STATION DESCRIPTION
 CY0924
 CY0924'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WTJ)
 CY0924'STATION RECOVERED IN GOOD CONDITION, DESCRIPTION AS FOLLOWS.
 CY0924'
 CY0924'STACK IS LOCATED AT THE SMELTER OF CHINO MINES DIV., KENNECOTT
 CY0924'COPPER CO. IN HURLEY.  STACK IS 500.6 FT. HIGH, PAINTED SILVER
 CY0924'WITH A BLACK TOP.  HEIGHT FROM ENGINEERS OFFICE, KENNECOTT
 CY0924'COPPER CO.
 CY0924
 CY0924                          STATION RECOVERY (1964)
 CY0924
 CY0924'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JJC)
 CY0924'THE STATION WAS RECOVERED AS DESCRIBED.
 CY0924
 CY0924                          STATION RECOVERY (1977)
 CY0924
 CY0924'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (TGR)
 CY0924'RECOVERED AS DESCRIBED.
 CY0924
 CY0924                          STATION RECOVERY (1979)
 CY0924
 CY0924'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (GFS)
 CY0924'STATION RECOVERED IN GOOD CONDITION, DESCRIPTION AS FOLLOWS.  STACK
 CY0924'IS LOCATED AT THE SMELTER OF CHINO MINES DIV., KENNECOTT COPPER CO.
 CY0924'IN HURLEY.  THE STACK IS THE WESTERLY AND SHORTER OF TWO STACKS,
 CY0924'PAINTED SILVER WITH A BLACK TOP.
 CY0924'
 CY0924'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT HURLEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0925 ***********************************************************************
 CY0925  DESIGNATION -  HURLEY TALL BLACK STACK
 CY0925  PID         -  CY0925
 CY0925  STATE/COUNTY-  NM/GRANT
 CY0925  USGS QUAD   -  HURLEY EAST (1992)
 CY0925
 CY0925                         *CURRENT SURVEY CONTROL
 CY0925  ___________________________________________________________________
 CY0925* NAD 83(1992)-  32 41 44.75668(N)    108 07 23.55872(W)     ADJUSTED  
 CY0925* NAVD 88     -                                                        
 CY0925  ___________________________________________________________________
 CY0925  LAPLACE CORR-           2.84  (seconds)                    DEFLEC99
 CY0925  GEOID HEIGHT-         -23.74  (meters)                     GEOID03
 CY0925
 CY0925  HORZ ORDER  -  THIRD
 CY0925
 CY0925.The horizontal coordinates were established by classical geodetic methods
 CY0925.and adjusted by the National Geodetic Survey in December 1993..
 CY0925
 CY0925
 CY0925.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY0925
 CY0925.The geoid height was determined by GEOID03.
 CY0925
 CY0925;                    North         East     Units Scale Factor Converg.
 CY0925;SPC NM W     -   188,055.079   802,819.649   MT  0.99992577   -0 09 23.7
 CY0925;SPC NM W     -   616,977.37  2,633,917.47   sFT  0.99992577   -0 09 23.7
 CY0925;UTM  12      - 3,621,219.661   769,703.725   MT  1.00049704   +1 33 17.7
 CY0925
 CY0925                          SUPERSEDED SURVEY CONTROL
 CY0925
 CY0925  NAD 83(1986)-  32 41 44.75387(N)    108 07 23.55867(W) AD(       ) 4
 CY0925  NAD 27      -  32 41 44.52135(N)    108 07 21.45186(W) AD(       ) 3
 CY0925
 CY0925.Superseded values are not recommended for survey control.
 CY0925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0925.See file dsdata.txt to determine how the superseded data were derived.
 CY0925
 CY0925_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYB6970421220(NAD 83)
 CY0925_MARKER: 63 = STACK
 CY0925
 CY0925  HISTORY     - Date     Condition        Report By
 CY0925  HISTORY     - 1936     FIRST OBSERVED   CGS
 CY0925
 CY0925                          STATION DESCRIPTION
 CY0925
 CY0925'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0935 ***********************************************************************
 CY0935  DESIGNATION -  HURLEY WATER TOWER
 CY0935  PID         -  CY0935
 CY0935  STATE/COUNTY-  NM/GRANT
 CY0935  USGS QUAD   -  HURLEY WEST (1992)
 CY0935
 CY0935                         *CURRENT SURVEY CONTROL
 CY0935  ___________________________________________________________________
 CY0935* NAD 83(1992)-  32 42 03.21771(N)    108 07 49.25316(W)     ADJUSTED  
 CY0935* NAVD 88     -                                                        
 CY0935  ___________________________________________________________________
 CY0935  LAPLACE CORR-           2.95  (seconds)                    DEFLEC99
 CY0935  GEOID HEIGHT-         -23.74  (meters)                     GEOID03
 CY0935
 CY0935  HORZ ORDER  -  THIRD
 CY0935
 CY0935.The horizontal coordinates were established by classical geodetic methods
 CY0935.and adjusted by the National Geodetic Survey in December 1993..
 CY0935
 CY0935
 CY0935.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY0935
 CY0935.The geoid height was determined by GEOID03.
 CY0935
 CY0935;                    North         East     Units Scale Factor Converg.
 CY0935;SPC NM W     -   188,625.584   802,152.006   MT  0.99992623   -0 09 37.7
 CY0935;SPC NM W     -   618,849.10  2,631,727.04   sFT  0.99992623   -0 09 37.7
 CY0935;UTM  12      - 3,621,770.283   769,018.951   MT  1.00049249   +1 33 04.6
 CY0935
 CY0935                          SUPERSEDED SURVEY CONTROL
 CY0935
 CY0935  NAD 83(1986)-  32 42 03.21387(N)    108 07 49.25382(W) AD(       ) 4
 CY0935  NAD 27      -  32 42 02.93396(N)    108 07 47.09903(W) AD(       ) 3
 CY0935
 CY0935.Superseded values are not recommended for survey control.
 CY0935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0935.See file dsdata.txt to determine how the superseded data were derived.
 CY0935
 CY0935_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYB6901921770(NAD 83)
 CY0935_MARKER: 54 = WATER TOWER
 CY0935
 CY0935  HISTORY     - Date     Condition        Report By
 CY0935  HISTORY     - 1945     FIRST OBSERVED   CGS
 CY0935  HISTORY     - 1955     GOOD             CGS
 CY0935  HISTORY     - 1964     GOOD             CGS
 CY0935  HISTORY     - 1979     GOOD             NGS
 CY0935
 CY0935                          STATION DESCRIPTION
 CY0935
 CY0935'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WTJ)
 CY0935'STATION RECOVERED IN GOOD CONDITION, DESCRIPTION AS FOLLOWS--
 CY0935'
 CY0935'LOCATED AT HURLEY ON THE WEST SIDE OF TOWN, 100FT. S OF
 CY0935'RAILROAD SPUR TO SMELTER, 350 FT. E OF HIGHWAY 260.  TOWER
 CY0935'IS ABOUT 75 FT HIGH AND PAINTED SILVER, AND SUPPORTED BY
 CY0935'A FOUR LEGGED STEEL STRUCTURE, TOP OF TANK IS CONE SHAPED.
 CY0935
 CY0935                          STATION RECOVERY (1964)
 CY0935
 CY0935'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JJC)
 CY0935'THE INTERSECTION STATION WAS RECOVERED IN GOOD CONDITION.
 CY0935'A SILVER WATER TANK, ABOUT 75 FEET HIGH LOCATED IN HURLEY,
 CY0935'GRANT COUNTY, NEW MEXICO.
 CY0935
 CY0935                          STATION RECOVERY (1979)
 CY0935
 CY0935'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (GFS)
 CY0935'STATION RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR1041 ***********************************************************************
 DR1041  DESIGNATION -  HWFF 1
 DR1041  PID         -  DR1041
 DR1041  STATE/COUNTY-  NM/CHAVES
 DR1041  USGS QUAD   -  KINCAID RANCH (1955)
 DR1041
 DR1041                         *CURRENT SURVEY CONTROL
 DR1041  ___________________________________________________________________
 DR1041* NAD 83(1992)-  33 04 43.87508(N)    104 38 09.28759(W)     ADJUSTED  
 DR1041* NAVD 88     -      1182.     (meters)    3878.     (feet)  SCALED    
 DR1041  ___________________________________________________________________
 DR1041  LAPLACE CORR-          -4.10  (seconds)                    DEFLEC99
 DR1041  GEOID HEIGHT-         -22.78  (meters)                     GEOID03
 DR1041
 DR1041  HORZ ORDER  -  THIRD
 DR1041
 DR1041.The horizontal coordinates were established by classical geodetic methods
 DR1041.and adjusted by the National Geodetic Survey in December 1993..
 DR1041
 DR1041.The orthometric height was scaled from a topographic map.
 DR1041
 DR1041.The Laplace correction was computed from DEFLEC99 derived deflections.
 DR1041
 DR1041.The geoid height was determined by GEOID03.
 DR1041
 DR1041;                    North         East     Units Scale Factor Converg.
 DR1041;SPC NM E     -   230,538.812   136,750.632   MT  0.99991893   -0 09 54.5
 DR1041;SPC NM E     -   756,359.42    448,656.03   sFT  0.99991893   -0 09 54.5
 DR1041;UTM  13      - 3,660,087.710   533,981.276   MT  0.99961424   +0 11 55.4
 DR1041
 DR1041!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR1041!SPC NM E     -   0.99981810  x   0.99991893  =   0.99973705
 DR1041!UTM  13      -   0.99981810  x   0.99961424  =   0.99943241
 DR1041
 DR1041                          SUPERSEDED SURVEY CONTROL
 DR1041
 DR1041  NAD 83(1986)-  33 04 43.88074(N)    104 38 09.28100(W) AD(       ) 3
 DR1041
 DR1041.Superseded values are not recommended for survey control.
 DR1041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR1041.See file dsdata.txt to determine how the superseded data were derived.
 DR1041
 DR1041_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES3398160088(NAD 83)
 DR1041_MARKER: DS = TRIANGULATION STATION DISK
 DR1041_SETTING: 66 = SET IN ROCK OUTCROP
 DR1041_SP_SET: SET IN ROCK OUTCROP
 DR1041_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DR1041+STABILITY: POSITION/ELEVATION WELL
 DR1041
 DR1041  HISTORY     - Date     Condition        Report By
 DR1041  HISTORY     - 1948     MONUMENTED       USGS
 DR1041
 DR1041                          STATION DESCRIPTION
 DR1041
 DR1041'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 DR1041'STATION IS LOCATED IN SEC. 27, T 14 S, R 23 E, ABOUT 1950 FT. W. OF E.
 DR1041'LINE AND 430 FT. S. OF N. LINE, ABOUT 21 MI. S. AND 4 MI. W. OF
 DR1041'ROSWELL, NEW MEXICO, 205 FT. N. OF N. EDGE OF STATE HIGHWAY 13, WHERE
 DR1041'HIGHWAY REACHES THE SUMMIT OF FIRST ESCARPMENT W. OF THE RIO FELIX,
 DR1041'1950 FT. W. OF SHEEP PROOF FENCE AND ON THE CENTER OF RIDGE.  USGS
 DR1041'STANDARD TABLET STAMPED---HWFF NO. 1 1948---, CEMENTED IN TOP OF
 DR1041'EXPOSED LIMESTONE OUTCROP.
 DR1041'
 DR1041'TO REACH STATION FROM JUNCTION OF U.S. HIGHWAYS 380 AND 285 IN
 DR1041'ROSWELL, NEW MEXICO, FOLLOW U.S. HIGHWAY 285 SE. FOR 5.7 MI. TO
 DR1041'JUNCTION OF STATE HIGHWAY 13, TURN DUE S. ON STATE HIGHWAY 13 AND
 DR1041'FOLLOW FOR 23.35 MI. TO TOP OF FIRST HILL W. OF RIO FELIX.  STATION
 DR1041'IS 205 FT. N.
 DR1041'
 DR1041'STATION MARK--USGS STANDARD TABLET STAMPED---HWFF NO. 1 1948---,
 DR1041'CEMENTED IN TOP OF EXPOSED LIMESTONE OUTCROP.
 DR1041'
 DR1041'REFERENCE MARK NO. 1--A STEEL ROD DRIVEN 3 FT. INTO GROUND AND
 DR1041'PROTRUDING 1 FT. WITH SMALL ROCK CAIRN, 30.575 FT. S. FROM STATION
 DR1041'
 DR1041'REFERENCE MARK NO. 2--A STEEL ROD DRIVEN INTO GROUND ABOUT 2.5 FT. AND
 DR1041'PROTRUDING ABOUT 1/2 FT. WITH SMALL ROCK CAIRN, 30.688 FT. W. FROM
 DR1041'STATION.
 DR1041'
 DR1041'LAND OFFICE TIE--STANDARD GLO IRON PIPE SEC. COR. STAMPED---22, 23, 27
 DR1041'26, T 14 S, R 23 E, 2008 FT. FROM STATION
 DR1041'23 MINUTES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1922 ***********************************************************************
 CX1922  DESIGNATION -  HYATT ET
 CX1922  PID         -  CX1922
 CX1922  STATE/COUNTY-  NM/SIERRA
 CX1922  USGS QUAD   -  OK CANYON (1989)
 CX1922
 CX1922                         *CURRENT SURVEY CONTROL
 CX1922  ___________________________________________________________________
 CX1922* NAD 83(1992)-  32 30 21.29150(N)    107 38 57.74043(W)     ADJUSTED  
 CX1922* NAVD 88     -      1553.     (meters)    5095.     (feet)  VERTCON   
 CX1922  ___________________________________________________________________
 CX1922  LAPLACE CORR-          -2.56  (seconds)                    DEFLEC99
 CX1922  GEOID HEIGHT-         -23.90  (meters)                     GEOID03
 CX1922
 CX1922  HORZ ORDER  -  THIRD
 CX1922
 CX1922.The horizontal coordinates were established by classical geodetic methods
 CX1922.and adjusted by the National Geodetic Survey in December 1993..
 CX1922
 CX1922.The NAVD 88 height was computed by applying the VERTCON shift value to
 CX1922.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CX1922
 CX1922.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1922
 CX1922.The geoid height was determined by GEOID03.
 CX1922
 CX1922;                    North         East     Units Scale Factor Converg.
 CX1922;SPC NM W     -   166,980.577   847,285.499   MT  0.99992035   +0 05 55.9
 CX1922;SPC NM W     -   547,835.44  2,779,802.51   sFT  0.99992035   +0 05 55.9
 CX1922;UTM  13      - 3,599,608.533   251,098.697   MT  1.00036401   -1 25 28.1
 CX1922
 CX1922!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1922!SPC NM W     -   0.99976001  x   0.99992035  =   0.99968038
 CX1922!UTM  13      -   0.99976001  x   1.00036401  =   1.00012393
 CX1922
 CX1922:                Primary Azimuth Mark                     Grid Az
 CX1922:SPC NM W     -  PRAIRIE                                  093 31 15.0
 CX1922:UTM  13      -  PRAIRIE                                  095 02 39.0
 CX1922
 CX1922|---------------------------------------------------------------------|
 CX1922| PID    Reference Object                     Distance      Geod. Az  |
 CX1922|                                                           dddmmss.s |
 CX1922| CX1919 PRAIRIE                             APPROX.10.1 KM 0933710.9 |
 CX1922|---------------------------------------------------------------------|
 CX1922
 CX1922                          SUPERSEDED SURVEY CONTROL
 CX1922
 CX1922  NAD 83(1986)-  32 30 21.29395(N)    107 38 57.74377(W) AD(       ) 3
 CX1922  NAD 27      -  32 30 20.98355(N)    107 38 55.64042(W) AD(       ) 3
 CX1922  NGVD 29 (07/19/86) 1552.     (m)         5092.     (f) VERT ANG       
 CX1922
 CX1922.Superseded values are not recommended for survey control.
 CX1922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1922.See file dsdata.txt to determine how the superseded data were derived.
 CX1922
 CX1922_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBR5109999609(NAD 83)
 CX1922_MARKER: DD = SURVEY DISK
 CX1922_SETTING: 66 = SET IN ROCK OUTCROP
 CX1922_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 CX1922_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CX1922+STABILITY: POSITION/ELEVATION WELL
 CX1922
 CX1922  HISTORY     - Date     Condition        Report By
 CX1922  HISTORY     - 1960     MONUMENTED       USGS
 CX1922
 CX1922                          STATION DESCRIPTION
 CX1922
 CX1922'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 CX1922'LOCATED ABOUT 15 MI. (AIRLINE) NE. OF DEMING.  ABOUT 600 FT. E. OF
 CX1922'THE W. END OF AN E-W. RIDGE AND ABOUT 400 FT. N. OF A RD.
 CX1922'
 CX1922'TO REACH FROM DEMING, NEW MEXICO, GO 15 MI. NE. ALONG STATE HIGHWAY
 CX1922'26 TO FLORIDA, NEW MEXICO, TURN LEFT ON GRAVEL RD. AND GO 5.2 MI. TO
 CX1922'RD. JUNCTION TO HYATT RANCH, CONTINUE ON GRAVEL RD. FOR 2.7 MI. TO
 CX1922'STATION SITE ON RIGHT SIDE OF RD.
 CX1922'
 CX1922'STATION MARK--A STANDARD TABLET CEMENTED IN DRILL HOLE IN ROCK OUTCROP
 CX1922'ABOUT ONE SQUARE FOOT IN AREA AND PROTRUDING ABOUT 4 INCHES, STAMPED
 CX1922'---HYATT-ET 1960---.
 CX1922'
 CX1922'NO MENTION OF REFERENCE MARKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1520 ***********************************************************************
 CX1520  DESIGNATION -  HYPER A
 CX1520  PID         -  CX1520
 CX1520  STATE/COUNTY-  NM/DONA ANA
 CX1520  USGS QUAD   -  HEART OF THE SANDS NW (1982)
 CX1520
 CX1520                         *CURRENT SURVEY CONTROL
 CX1520  ___________________________________________________________________
 CX1520* NAD 83(1992)-  32 57 58.24784(N)    106 26 28.84168(W)     ADJUSTED  
 CX1520* NAVD 88     -      1191.73   (+/-2cm)    3909.9    (feet)  VERTCON   
 CX1520  ___________________________________________________________________
 CX1520  LAPLACE CORR-          -1.79  (seconds)                    DEFLEC99
 CX1520  GEOID HEIGHT-         -23.25  (meters)                     GEOID03
 CX1520
 CX1520  HORZ ORDER  -  FIRST
 CX1520  VERT ORDER  -  THIRD ? (See Below)
 CX1520
 CX1520.The horizontal coordinates were established by classical geodetic methods
 CX1520.and adjusted by the National Geodetic Survey in December 1993..
 CX1520
 CX1520.The NAVD 88 height was computed by applying the VERTCON shift value to
 CX1520.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CX1520.The vertical order pertains to the NGVD 29 superseded value.
 CX1520
 CX1520.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1520
 CX1520.The geoid height was determined by GEOID03.
 CX1520
 CX1520;                    North         East     Units Scale Factor Converg.
 CX1520;SPC NM C     -   218,017.386   482,113.159   MT  0.99990394   -0 06 14.8
 CX1520;SPC NM C     -   715,278.71  1,581,732.92   sFT  0.99990394   -0 06 14.8
 CX1520;UTM  13      - 3,648,459.717   365,298.377   MT  0.99982372   -0 47 03.9
 CX1520
 CX1520!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1520!SPC NM C     -   0.99981658  x   0.99990394  =   0.99972054
 CX1520!UTM  13      -   0.99981658  x   0.99982372  =   0.99964033
 CX1520
 CX1520:                Primary Azimuth Mark                     Grid Az
 CX1520:SPC NM C     -  HYPER B                                  066 21 05.4
 CX1520:UTM  13      -  HYPER B                                  067 01 54.5
 CX1520
 CX1520|---------------------------------------------------------------------|
 CX1520| PID    Reference Object                     Distance      Geod. Az  |
 CX1520|                                                           dddmmss.s |
 CX1520| CX1519 HYPER B                             APPROX. 0.9 KM 0661450.6 |
 CX1520| CC6718 HYPER A RM 2                         29.394 METERS 23520     |
 CX1520| CC6717 HYPER A RM 1                         30.459 METERS 33309     |
 CX1520|---------------------------------------------------------------------|
 CX1520
 CX1520                          SUPERSEDED SURVEY CONTROL
 CX1520
 CX1520  NAD 83(1986)-  32 57 58.25439(N)    106 26 28.84398(W) AD(       ) 1
 CX1520  NAD 27      -  32 57 57.95681(N)    106 26 26.83565(W) AD(       ) 1
 CX1520  NGVD 29 (07/19/86) 1191.13   (m)         3907.9    (f) LEVELING    3  
 CX1520
 CX1520.Superseded values are not recommended for survey control.
 CX1520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1520.See file dsdata.txt to determine how the superseded data were derived.
 CX1520
 CX1520_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS6529848460(NAD 83)
 CX1520_MARKER: DS = TRIANGULATION STATION DISK
 CX1520_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX1520
 CX1520  HISTORY     - Date     Condition        Report By
 CX1520  HISTORY     - 1968     MONUMENTED       CGS
 CX1520
 CX1520                          STATION DESCRIPTION
 CX1520
 CX1520'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JBJ)
 CX1520'THE STATION IS ABOUT 18 MILES WEST-NORTHWEST OF THE SOUTH END OF THE
 CX1520'HOLLOMAN AIR FORCE BASE HIGH SPEED TEST TRACK, 13-1/2 MILES SOUTH OF
 CX1520'RHODES CANYON RANGE CENTER AND 4-3/4 MILES EAST OF ROUTE 7.
 CX1520'
 CX1520'TO REACH THE STATION FROM THE SOUTH END OF THE HOLLOMAN AIR FORCE
 CX1520'BASE HIGH SPEED TEST TRACK, GO WESTERLY ON ROAD 303 FOR 9.4 MILES TO
 CX1520'A FORK AT GUARD SHACK ON THE LEFT.  TAKE THE RIGHT FORK AND CONTINUE
 CX1520'NORTHWESTERLY ON ROAD 303 FOR 4.4 MILES TO A POINT WHERE THE ROAD
 CX1520'CURVES SHARP LEFT AND A BUILDING NUMBERED 29015 IS ON THE RIGHT.
 CX1520'BEAR LEFT AND CONTINUE WESTERLY ON ROAD 303 4.7 MILES TO THE
 CX1520'SOUTH END OF NORTHRUP STRIP.  TURN RIGHT AND GO NORTHERLY ALONG
 CX1520'THE WEST SIDE OF THE STRIP FOR 4.4 MILES.  AT THIS POINT TURN
 CX1520'LEFT AND GO WEST ACROSS SAND FLATS FOR 0.4 MILE TO
 CX1520'TRIANGULATION STATION FLATS WSPG.  FROM FLATS WSPG, GO
 CX1520'NORTHWEST ACROSS SAND FLATS FOR 1.0 MILE TO THE STATION.
 CX1520'
 CX1520'THE STATION MARK IS A STANDARD DISK, STAMPED HYPER A 1964, SET IN THE
 CX1520'TOP OF A 12 INCH SQUARE CONCRETE POST, THAT PROJECTS 1 INCH ABOVE
 CX1520'THE GROUND.  IT IS 2.3 FEET WEST OF A WITNESS POST.
 CX1520'
 CX1520'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED HYPER A NO 1 1964, SET
 CX1520'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST.  THAT PROJECTS 1 INCH
 CX1520'ABOVE THE GROUND.  IT IS 99.9 FEET NORTH OF A WITNESS POST AND
 CX1520'ABOUT THE SAME ELEVATION AS THE STATION.
 CX1520'
 CX1520'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED HYPER A NO 2 1964, SET
 CX1520'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST, THAT PROJECTS 1 INCH
 CX1520'ABOVE THE GROUND.  IT IS 98.7 FEET WEST OF A WITNESS POST AND ABOUT
 CX1520'THE SAME ELEVATION AS THE STATION.  TRIANGULATION STATION HYPER B
 CX1520'1964 WILL SERVE AS AZIMUTH MARK.
 CX1520'
 CX1520'A DESCRIPTION FOR THIS STATION WAS NOT SUBMITTED IN 1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1519 ***********************************************************************
 CX1519  DESIGNATION -  HYPER B
 CX1519  PID         -  CX1519
 CX1519  STATE/COUNTY-  NM/DONA ANA
 CX1519  USGS QUAD   -  HEART OF THE SANDS NW (1982)
 CX1519
 CX1519                         *CURRENT SURVEY CONTROL
 CX1519  ___________________________________________________________________
 CX1519* NAD 83(1992)-  32 58 09.84024(N)    106 25 57.58807(W)     ADJUSTED  
 CX1519* NAVD 88     -      1192.16   (+/-2cm)    3911.3    (feet)  VERTCON   
 CX1519  ___________________________________________________________________
 CX1519  LAPLACE CORR-          -1.44  (seconds)                    DEFLEC99
 CX1519  GEOID HEIGHT-         -23.26  (meters)                     GEOID03
 CX1519
 CX1519  HORZ ORDER  -  FIRST
 CX1519  VERT ORDER  -  THIRD ? (See Below)
 CX1519
 CX1519.The horizontal coordinates were established by classical geodetic methods
 CX1519.and adjusted by the National Geodetic Survey in December 1993..
 CX1519
 CX1519.The NAVD 88 height was computed by applying the VERTCON shift value to
 CX1519.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CX1519.The vertical order pertains to the NGVD 29 superseded value.
 CX1519
 CX1519.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1519
 CX1519.The geoid height was determined by GEOID03.
 CX1519
 CX1519;                    North         East     Units Scale Factor Converg.
 CX1519;SPC NM C     -   218,373.033   482,925.328   MT  0.99990359   -0 05 57.9
 CX1519;SPC NM C     -   716,445.53  1,584,397.51   sFT  0.99990359   -0 05 57.9
 CX1519;UTM  13      - 3,648,805.667   366,114.646   MT  0.99982102   -0 46 47.1
 CX1519
 CX1519!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1519!SPC NM C     -   0.99981651  x   0.99990359  =   0.99972012
 CX1519!UTM  13      -   0.99981651  x   0.99982102  =   0.99963757
 CX1519
 CX1519|---------------------------------------------------------------------|
 CX1519| PID    Reference Object                     Distance      Geod. Az  |
 CX1519|                                                           dddmmss.s |
 CX1519| CC6720 HYPER B RM 2                         28.801 METERS 08520     |
 CX1519| CX1520 HYPER A                             APPROX. 0.9 KM 2461507.7 |
 CX1519| CC6719 HYPER B RM 1                         27.294 METERS 35736     |
 CX1519|---------------------------------------------------------------------|
 CX1519
 CX1519                          SUPERSEDED SURVEY CONTROL
 CX1519
 CX1519  NAD 83(1986)-  32 58 09.84682(N)    106 25 57.59038(W) AD(       ) 1
 CX1519  NAD 27      -  32 58 09.54885(N)    106 25 55.58315(W) AD(       ) 1
 CX1519  NGVD 29 (07/19/86) 1191.56   (m)         3909.3    (f) LEVELING    3  
 CX1519
 CX1519.Superseded values are not recommended for survey control.
 CX1519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1519.See file dsdata.txt to determine how the superseded data were derived.
 CX1519
 CX1519_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS6611548806(NAD 83)
 CX1519_MARKER: DS = TRIANGULATION STATION DISK
 CX1519_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX1519
 CX1519  HISTORY     - Date     Condition        Report By
 CX1519  HISTORY     - 1968     MONUMENTED       CGS
 CX1519
 CX1519                          STATION DESCRIPTION
 CX1519
 CX1519'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JBJ)
 CX1519'THE STATION IS ABOUT 27 MILES WEST-SOUTHWEST OF TULAROSA, 22 MILES
 CX1519'NORTHWEST OF HOLLOMAN AIR FORCE BASE AND IN THE WHITE SANDS ALKALI
 CX1519'FLATS.
 CX1519'
 CX1519'TO REACH THE STATION FROM THE SOUTH END OF THE HOLLOMAN AIR FORCE
 CX1519'BASE HIGH SPEED TEST TRACK, GO WEST ON ROAD 303 FOR 9.2 MILES TO A
 CX1519'GUARD SHACK ON THE LEFT AND A FORK.  TAKE THE RIGHT FORK AND GO
 CX1519'NORTHWEST AND NORTH FOR 4.2 MILES TO WHERE THE MAIN ROAD TURNS
 CX1519'LEFT.  TURN LEFT AND FOLLOW THE MAIN ROAD SOUTHWEST FOR 4.7 MILES TO
 CX1519'THE SOUTH END OF NORTHRUP STRIP.  TURN RIGHT AND GO NORTHERLY
 CX1519'ALONG THE WEST SIDE OF THE STRIP FOR 4.4 MILES.  AT THIS POINT
 CX1519'TURN LEFT AND GO NORTHWEST TOWARD THREE TARGET POLES FOR 1.3 MILES
 CX1519'TO THE STATION.
 CX1519'
 CX1519'THE STATION MARK IS A STANDARD DISK, STAMPED HYPER B 1964, SET IN
 CX1519'THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT PROJECTS 2 INCHES
 CX1519'ABOVE THE GROUND.  IT IS 4.4 FEET EAST OF A WITNESS POST.
 CX1519'
 CX1519'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED HYPER B NO 1 1964, SET
 CX1519'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT PROJECTS 1 INCH
 CX1519'ABOVE THE GROUND.  IT IS 87.0 FEET NORTH OF THE WITNESS POST AND
 CX1519'ABOUT THE SAME ELEVATION AS THE STATION.
 CX1519'
 CX1519'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED HYPER B NO 2 1964, SET
 CX1519'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT PROJECTS 2 INCHES
 CX1519'ABOVE THE GROUND.  IT IS ABOUT THE SAME ELEVATION AS THE STATION.
 CX1519'
 CX1519'TRIANGULATION STATION HYPER A 1964 WILL SERVE AS THE AZIMUTH MARK.
 CX1519'
 CX1519'A DESCRIPTION FOR THIS STATION WAS NOT SUBMITTED IN 1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0157 ***********************************************************************
 FP0157  DESIGNATION -  I
 FP0157  PID         -  FP0157
 FP0157  STATE/COUNTY-  NM/MCKINLEY
 FP0157  USGS QUAD   -  GALLUP EAST (1979)
 FP0157
 FP0157                         *CURRENT SURVEY CONTROL
 FP0157  ___________________________________________________________________
 FP0157* NAD 83(1986)-  35 31 48.     (N)    108 41 10.     (W)     SCALED    
 FP0157* NAVD 88     -      2002.332  (meters)    6569.32   (feet)  ADJUSTED  
 FP0157  ___________________________________________________________________
 FP0157  GEOID HEIGHT-         -21.06  (meters)                     GEOID03
 FP0157  DYNAMIC HT  -        1999.512 (meters)    6560.07  (feet)  COMP
 FP0157  MODELED GRAV-     979,153.8   (mgal)                       NAVD 88
 FP0157
 FP0157  VERT ORDER  -  FIRST     CLASS II
 FP0157
 FP0157.The horizontal coordinates were scaled from a topographic map and have
 FP0157.an estimated accuracy of +/- 6 seconds.
 FP0157
 FP0157.The orthometric height was determined by differential leveling
 FP0157.and adjusted by the National Geodetic Survey in June 1991..
 FP0157
 FP0157.The geoid height was determined by GEOID03.
 FP0157
 FP0157.The dynamic height is computed by dividing the NAVD 88
 FP0157.geopotential number by the normal gravity value computed on the
 FP0157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0157.degrees latitude (g = 980.6199 gals.).
 FP0157
 FP0157.The modeled gravity was interpolated from observed gravity values.
 FP0157
 FP0157;                    North         East    Units  Estimated Accuracy
 FP0157;SPC NM W     -   502,710.      752,660.      MT  (+/- 180 meters Scaled)
 FP0157
 FP0157                          SUPERSEDED SURVEY CONTROL
 FP0157
 FP0157  NGVD 29 (??/??/92) 2001.380  (m)         6566.19   (f) ADJ UNCH    1 2
 FP0157
 FP0157.Superseded values are not recommended for survey control.
 FP0157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0157.See file dsdata.txt to determine how the superseded data were derived.
 FP0157
 FP0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYE097342(NAD 83)
 FP0157_MARKER: Z = SEE DESCRIPTION
 FP0157_SETTING: 66 = SET IN ROCK OUTCROP
 FP0157_SP_SET: COPING STONE
 FP0157_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FP0157+STABILITY: POSITION/ELEVATION WELL
 FP0157
 FP0157  HISTORY     - Date     Condition        Report By
 FP0157  HISTORY     - UNK      MONUMENTED       CGS
 FP0157  HISTORY     - 1934     GOOD             NGS
 FP0157  HISTORY     - 1982     MARK NOT FOUND   NGS
 FP0157
 FP0157                          STATION DESCRIPTION
 FP0157
 FP0157'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FP0157'2.8 MI E FROM GALLUP.
 FP0157'2.8 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 FP0157'GALLUP, MCKINLEY COUNTY, ONE POLE EAST OF MILEAGE POST 154 1/2, AT
 FP0157'STEEL-GIRDER BRIDGE NO. A 155, IN THE TOP OF THE NORTH END OF THE WEST
 FP0157'ABUTMENT, 1.2 FEET FROM THE FACE OF THE ABUTMENT, AND 1.5 FEET FROM
 FP0157'THE END OF THE COPING STONE.  THE BOTTOM OF A SQUARE, SURROUNDED BY
 FP0157'THE LETTERS US.
 FP0157
 FP0157                          STATION RECOVERY (1982)
 FP0157
 FP0157'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FP0157'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0045 ***********************************************************************
 CW0045  DESIGNATION -  I 10
 CW0045  PID         -  CW0045
 CW0045  STATE/COUNTY-  NM/EDDY
 CW0045  USGS QUAD   -  ARTESIA (1975)
 CW0045
 CW0045                         *CURRENT SURVEY CONTROL
 CW0045  ___________________________________________________________________
 CW0045* NAD 83(1986)-  32 47 55.     (N)    104 23 32.     (W)     SCALED    
 CW0045* NAVD 88     -      1029.899  (meters)    3378.93   (feet)  ADJUSTED  
 CW0045  ___________________________________________________________________
 CW0045  GEOID HEIGHT-         -23.19  (meters)                     GEOID03
 CW0045  DYNAMIC HT  -        1028.470 (meters)    3374.24  (feet)  COMP
 CW0045  MODELED GRAV-     979,216.2   (mgal)                       NAVD 88
 CW0045
 CW0045  VERT ORDER  -  FIRST     CLASS II
 CW0045
 CW0045.The horizontal coordinates were scaled from a topographic map and have
 CW0045.an estimated accuracy of +/- 6 seconds.
 CW0045
 CW0045.The orthometric height was determined by differential leveling
 CW0045.and adjusted by the National Geodetic Survey in June 1991..
 CW0045
 CW0045.The geoid height was determined by GEOID03.
 CW0045
 CW0045.The dynamic height is computed by dividing the NAVD 88
 CW0045.geopotential number by the normal gravity value computed on the
 CW0045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0045.degrees latitude (g = 980.6199 gals.).
 CW0045
 CW0045.The modeled gravity was interpolated from observed gravity values.
 CW0045
 CW0045;                    North         East    Units  Estimated Accuracy
 CW0045;SPC NM E     -   199,420.      159,490.      MT  (+/- 180 meters Scaled)
 CW0045
 CW0045                          SUPERSEDED SURVEY CONTROL
 CW0045
 CW0045.No superseded survey control is available for this station.
 CW0045
 CW0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES569291(NAD 83)
 CW0045_MARKER: DB = BENCH MARK DISK
 CW0045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CW0045_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CW0045_STAMPING: I 10 1916 3378.041
 CW0045_MARK LOGO: CGS   
 CW0045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CW0045+STABILITY: SURFACE MOTION
 CW0045
 CW0045  HISTORY     - Date     Condition        Report By
 CW0045  HISTORY     - 1916     MONUMENTED       CGS
 CW0045  HISTORY     - 1957     GOOD             NGS
 CW0045  HISTORY     - 1982     GOOD             NGS
 CW0045
 CW0045                          STATION DESCRIPTION
 CW0045
 CW0045'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 CW0045'3.1 MI S FROM ARTESIA.
 CW0045'ABOUT 3.1 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 CW0045'FROM THE STATION AT ARTESIA, 43 FEET WEST-NORTHWEST OF MILEPOST 153,
 CW0045'42 FEET WEST OF THE WEST RAIL, 139 FEET SOUTH-SOUTHWEST OF THE CENTER
 CW0045'OF A ROAD CROSSING, 5 FEET WEST OF A TELEPHONE POLE, 43 FEET EAST OF A
 CW0045'FENCE, 1 1/2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT 2 FEET
 CW0045'BELOW THE LEVEL OF THE TRACK, AND IN THE TOP OF A CONCRETE POST
 CW0045'PROJECTING 1 INCH.
 CW0045
 CW0045                          STATION RECOVERY (1982)
 CW0045
 CW0045'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CW0045'RECOVERED IN GOOD CONDITION.  THE 1957 DESCRIPTION IS ADEQUATE
 CW0045'EXCEPT ADD
 CW0045'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0161 ***********************************************************************
 CW0161  DESIGNATION -  I 11
 CW0161  PID         -  CW0161
 CW0161  STATE/COUNTY-  NM/EDDY
 CW0161  USGS QUAD   -  LOVING (1985)
 CW0161
 CW0161                         *CURRENT SURVEY CONTROL
 CW0161  ___________________________________________________________________
 CW0161* NAD 83(1986)-  32 16 37.     (N)    104 05 17.     (W)     SCALED    
 CW0161* NAVD 88     -       929.896  (meters)    3050.83   (feet)  ADJUSTED  
 CW0161  ___________________________________________________________________
 CW0161  GEOID HEIGHT-         -24.95  (meters)                     GEOID03
 CW0161  DYNAMIC HT  -         928.552 (meters)    3046.42  (feet)  COMP
 CW0161  MODELED GRAV-     979,164.1   (mgal)                       NAVD 88
 CW0161
 CW0161  VERT ORDER  -  FIRST     CLASS II
 CW0161
 CW0161.The horizontal coordinates were scaled from a topographic map and have
 CW0161.an estimated accuracy of +/- 6 seconds.
 CW0161
 CW0161.The orthometric height was determined by differential leveling
 CW0161.and adjusted by the National Geodetic Survey in June 1991..
 CW0161
 CW0161.The geoid height was determined by GEOID03.
 CW0161
 CW0161.The dynamic height is computed by dividing the NAVD 88
 CW0161.geopotential number by the normal gravity value computed on the
 CW0161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0161.degrees latitude (g = 980.6199 gals.).
 CW0161
 CW0161.The modeled gravity was interpolated from observed gravity values.
 CW0161
 CW0161;                    North         East    Units  Estimated Accuracy
 CW0161;SPC NM E     -   141,600.      188,110.      MT  (+/- 180 meters Scaled)
 CW0161
 CW0161                          SUPERSEDED SURVEY CONTROL
 CW0161
 CW0161  NGVD 29 (??/??/92)  929.414  (m)         3049.25   (f) ADJ UNCH    1 2
 CW0161
 CW0161.Superseded values are not recommended for survey control.
 CW0161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0161.See file dsdata.txt to determine how the superseded data were derived.
 CW0161
 CW0161_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SER858714(NAD 83)
 CW0161_MARKER: X = CHISELED CROSS
 CW0161_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CW0161_SP_SET: SECTION RAIL
 CW0161_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CW0161
 CW0161  HISTORY     - Date     Condition        Report By
 CW0161  HISTORY     - 1916     MONUMENTED       CGS
 CW0161  HISTORY     - 1957     GOOD             NGS
 CW0161  HISTORY     - 1977     MARK NOT FOUND   USGS
 CW0161
 CW0161                          STATION DESCRIPTION
 CW0161
 CW0161'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 CW0161'0.7 MI SE FROM LOVING.
 CW0161'ABOUT 0.7 MILE SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 CW0161'RAILWAY FROM THE STATION AT LOVING, 29 FEET NORTH OF MILEPOST 196, 7
 CW0161'1/2 FEET NORTHWEST OF THE NORTHWEST RAIL, ABOUT LEVEL WITH THE TRACK,
 CW0161'AND ON THE TOP OF A VERTICAL SECTION RAIL WHICH IS THE OLD MILEPOST
 CW0161'196 AND IS PROJECTING 1 FOOT.
 CW0161
 CW0161                          STATION RECOVERY (1977)
 CW0161
 CW0161'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 CW0161'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0309 ***********************************************************************
 EQ0309  DESIGNATION -  I 2
 EQ0309  PID         -  EQ0309
 EQ0309  STATE/COUNTY-  NM/VALENCIA
 EQ0309  USGS QUAD   -  DALIES (1991)
 EQ0309
 EQ0309                         *CURRENT SURVEY CONTROL
 EQ0309  ___________________________________________________________________
 EQ0309* NAD 83(1986)-  34 48 54.     (N)    106 51 42.     (W)     SCALED    
 EQ0309* NAVD 88     -      1623.056  (meters)    5324.98   (feet)  POSTED    
 EQ0309  ___________________________________________________________________
 EQ0309  GEOID HEIGHT-         -21.86  (meters)                     GEOID03
 EQ0309  DYNAMIC HT  -        1620.780 (meters)    5317.51  (feet)  COMP
 EQ0309  MODELED GRAV-     979,177.7   (mgal)                       NAVD 88
 EQ0309
 EQ0309  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EQ0309
 EQ0309.The horizontal coordinates were scaled from a topographic map and have
 EQ0309.an estimated accuracy of +/- 6 seconds.
 EQ0309
 EQ0309.The orthometric height was determined by differential leveling
 EQ0309.and adjusted by the National Geodetic Survey in 1992..
 EQ0309.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EQ0309.rate of 0.0 thru 1.0 mm/km.
 EQ0309
 EQ0309.The geoid height was determined by GEOID03.
 EQ0309
 EQ0309.The dynamic height is computed by dividing the NAVD 88
 EQ0309.geopotential number by the normal gravity value computed on the
 EQ0309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0309.degrees latitude (g = 980.6199 gals.).
 EQ0309
 EQ0309.The modeled gravity was interpolated from observed gravity values.
 EQ0309
 EQ0309;                    North         East    Units  Estimated Accuracy
 EQ0309;SPC NM C     -   423,220.      444,040.      MT  (+/- 180 meters Scaled)
 EQ0309
 EQ0309                          SUPERSEDED SURVEY CONTROL
 EQ0309
 EQ0309  NGVD 29 (??/??/92) 1622.157  (m)         5322.03   (f) ADJ UNCH    1 2
 EQ0309
 EQ0309.Superseded values are not recommended for survey control.
 EQ0309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0309.See file dsdata.txt to determine how the superseded data were derived.
 EQ0309
 EQ0309_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU297541(NAD 83)
 EQ0309_MARKER: DB = BENCH MARK DISK
 EQ0309_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EQ0309_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EQ0309_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EQ0309
 EQ0309  HISTORY     - Date     Condition        Report By
 EQ0309  HISTORY     - 1911     MONUMENTED       CGS
 EQ0309  HISTORY     - 1909     GOOD             NGS
 EQ0309  HISTORY     - 1934     MARK NOT FOUND   NGS
 EQ0309
 EQ0309                          STATION DESCRIPTION
 EQ0309
 EQ0309'DESCRIBED BY NATIONAL GEODETIC SURVEY 1909
 EQ0309'1.2 MI W FROM SANDIA.
 EQ0309'1.2 MILES WEST ALONG THE ABANDONED ATCHISON, TOPEKA AND SANTA FE
 EQ0309'RAILWAY ROADBED FROM SANDIA, VALENCIA COUNTY, 14 FEET NORTH OF OLD
 EQ0309'MILEPOST 25, AND 30 FEET SOUTH OF THE CENTERLINE OF THE OLD ROADBED. A
 EQ0309'STANDARD CAP, FASTENED ON THE TOP OF A 3-INCH IRON PIPE.
 EQ0309
 EQ0309                          STATION RECOVERY (1934)
 EQ0309
 EQ0309'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 EQ0309'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0446 ***********************************************************************
 EO0446  DESIGNATION -  I 3
 EO0446  PID         -  EO0446
 EO0446  STATE/COUNTY-  NM/ROOSEVELT
 EO0446  USGS QUAD   -  KRIDER (1987)
 EO0446
 EO0446                         *CURRENT SURVEY CONTROL
 EO0446  ___________________________________________________________________
 EO0446* NAD 83(1986)-  34 25 51.     (N)    103 48 05.     (W)     SCALED    
 EO0446* NAVD 88     -      1322.455  (meters)    4338.75   (feet)  ADJUSTED  
 EO0446  ___________________________________________________________________
 EO0446  GEOID HEIGHT-         -23.34  (meters)                     GEOID03
 EO0446  DYNAMIC HT  -        1320.709 (meters)    4333.03  (feet)  COMP
 EO0446  MODELED GRAV-     979,269.2   (mgal)                       NAVD 88
 EO0446
 EO0446  VERT ORDER  -  FIRST     CLASS II
 EO0446
 EO0446.The horizontal coordinates were scaled from a topographic map and have
 EO0446.an estimated accuracy of +/- 6 seconds.
 EO0446
 EO0446.The orthometric height was determined by differential leveling
 EO0446.and adjusted by the National Geodetic Survey in June 1991..
 EO0446
 EO0446.The geoid height was determined by GEOID03.
 EO0446
 EO0446.The dynamic height is computed by dividing the NAVD 88
 EO0446.geopotential number by the normal gravity value computed on the
 EO0446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0446.degrees latitude (g = 980.6199 gals.).
 EO0446
 EO0446.The modeled gravity was interpolated from observed gravity values.
 EO0446
 EO0446;                    North         East    Units  Estimated Accuracy
 EO0446;SPC NM E     -   380,570.      213,890.      MT  (+/- 180 meters Scaled)
 EO0446
 EO0446                          SUPERSEDED SURVEY CONTROL
 EO0446
 EO0446  NGVD 29 (??/??/92) 1321.850  (m)         4336.77   (f) ADJ UNCH    1 2
 EO0446
 EO0446.Superseded values are not recommended for survey control.
 EO0446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0446.See file dsdata.txt to determine how the superseded data were derived.
 EO0446
 EO0446_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFU101105(NAD 83)
 EO0446_MARKER: DB = BENCH MARK DISK
 EO0446_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EO0446_SP_SET: ABUTMENT
 EO0446_STAMPING: I 3 1911 4336.747
 EO0446_MARK LOGO: CGS   
 EO0446_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EO0446
 EO0446  HISTORY     - Date     Condition        Report By
 EO0446  HISTORY     - 1911     MONUMENTED       CGS
 EO0446  HISTORY     - 1958     GOOD             NGS
 EO0446  HISTORY     - 1982     GOOD             NGS
 EO0446
 EO0446                          STATION DESCRIPTION
 EO0446
 EO0446'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 EO0446'9.9 MI W FROM MELROSE.
 EO0446'ABOUT 9.9 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 EO0446'FROM THE STATION AT MELROSE, 10 TELEPHONE POLES EAST OF MILE POST 691,
 EO0446'IN THE TOP OF THE NORTH END OF THE WEST CONCRETE ABUTMENT OF THE
 EO0446'BRIDGE, 6 FEET NORTH OF THE NEAR RAIL, AND ABOUT 3 FEET BELOW THE
 EO0446'LEVEL OF THE TRACK.  NOTE-- 1911 WAS STAMPED ON THE MARK BY THIS
 EO0446'PARTY.
 EO0446
 EO0446                          STATION RECOVERY (1982)
 EO0446
 EO0446'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 EO0446'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  0.6 KM (0.35
 EO0446'MI) NORTH ALONG U.S. HIGHWAY 84 FROM ITS JUNCTION WITH U.S. HIGHWAY
 EO0446'60 IN FORT SUMNER, THENCE 41.9 KM (26.0 MI) EASTERLY ALONG THE SANTA
 EO0446'FE RAILROAD, 0.4 KM (0.25 MI) EAST OF MILEPOST 691, IN TOP OF AND 0.3
 EO0446'METER (1.0 FT) SOUTH OF THE NORTH END OF THE WEST CONCRETE ABUTMENT OF
 EO0446'A RAILROAD BRIDGE AND 1.8 METERS (5.9 FT) NORTH OF THE NEAR RAIL.
 EO0446'NOTE=THE DISK HAS BEEN MUTILATED AND THE STAMPING IS NO LONGER
 EO0446'LEGIBLE.
 EO0446'THE MARK IS 0.9 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0113 ***********************************************************************
 EP0113  DESIGNATION -  I 4
 EP0113  PID         -  EP0113
 EP0113  STATE/COUNTY-  NM/DE BACA
 EP0113  USGS QUAD   -  YESO MESA (1981)
 EP0113
 EP0113                         *CURRENT SURVEY CONTROL
 EP0113  ___________________________________________________________________
 EP0113* NAD 83(1986)-  34 25 53.     (N)    104 47 24.     (W)     SCALED    
 EP0113* NAVD 88     -      1563.899  (meters)    5130.89   (feet)  ADJUSTED  
 EP0113  ___________________________________________________________________
 EP0113  GEOID HEIGHT-         -22.68  (meters)                     GEOID03
 EP0113  DYNAMIC HT  -        1561.703 (meters)    5123.69  (feet)  COMP
 EP0113  MODELED GRAV-     979,176.8   (mgal)                       NAVD 88
 EP0113
 EP0113  VERT ORDER  -  FIRST     CLASS II
 EP0113
 EP0113.The horizontal coordinates were scaled from a topographic map and have
 EP0113.an estimated accuracy of +/- 6 seconds.
 EP0113
 EP0113.The orthometric height was determined by differential leveling
 EP0113.and adjusted by the National Geodetic Survey in June 1991..
 EP0113
 EP0113.The geoid height was determined by GEOID03.
 EP0113
 EP0113.The dynamic height is computed by dividing the NAVD 88
 EP0113.geopotential number by the normal gravity value computed on the
 EP0113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EP0113.degrees latitude (g = 980.6199 gals.).
 EP0113
 EP0113.The modeled gravity was interpolated from observed gravity values.
 EP0113
 EP0113;                    North         East    Units  Estimated Accuracy
 EP0113;SPC NM E     -   380,600.      123,030.      MT  (+/- 180 meters Scaled)
 EP0113
 EP0113                          SUPERSEDED SURVEY CONTROL
 EP0113
 EP0113  NGVD 29 (??/??/92) 1563.163  (m)         5128.48   (f) ADJ UNCH    1 2
 EP0113
 EP0113.Superseded values are not recommended for survey control.
 EP0113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EP0113.See file dsdata.txt to determine how the superseded data were derived.
 EP0113
 EP0113_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEU192100(NAD 83)
 EP0113_MARKER: DB = BENCH MARK DISK
 EP0113_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EP0113_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EP0113_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EP0113+STABILITY: SURFACE MOTION
 EP0113
 EP0113  HISTORY     - Date     Condition        Report By
 EP0113  HISTORY     - 1911     MONUMENTED       CGS
 EP0113  HISTORY     - 1958     GOOD             NGS
 EP0113  HISTORY     - 1983     GOOD             NGS
 EP0113
 EP0113                          STATION DESCRIPTION
 EP0113
 EP0113'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 EP0113'12.0 MI W FROM YESO.
 EP0113'ABOUT 12.0 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 EP0113'FROM THE STATION AT YESO, A SQUARE HOLE IN THE TOP OF A STONE POST
 EP0113'PROJECTING 8 INCHES, 95 FEET SOUTH OF THE THIRD TELEPHONE POLE
 EP0113'SOUTHEAST OF MILE POST 756, ABOUT 0.15 MILE SOUTHEAST OF THE BUCHANAN
 EP0113'SIDING SIGN, 143 FEET SOUTHWEST OF THE NEAR RAIL, 3 FEET NORTHEAST OF
 EP0113'THE RIGHT OF WAY FENCE, 1 FOOT NORTHWEST OF A METAL WITNESS POST, AND
 EP0113'ABOUT LEVEL WITH THE TRACK.
 EP0113
 EP0113                          STATION RECOVERY (1983)
 EP0113
 EP0113'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 EP0113'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0367 ***********************************************************************
 EP0367  DESIGNATION -  I 5
 EP0367  PID         -  EP0367
 EP0367  STATE/COUNTY-  NM/TORRANCE
 EP0367  USGS QUAD   -  PEDERNAL (1978)
 EP0367
 EP0367                         *CURRENT SURVEY CONTROL
 EP0367  ___________________________________________________________________
 EP0367* NAD 83(1986)-  34 37 40.     (N)    105 42 05.     (W)     SCALED    
 EP0367* NAVD 88     -      1943.418  (meters)    6376.03   (feet)  ADJUSTED  
 EP0367  ___________________________________________________________________
 EP0367  GEOID HEIGHT-         -19.75  (meters)                     GEOID03
 EP0367  DYNAMIC HT  -        1940.640 (meters)    6366.92  (feet)  COMP
 EP0367  MODELED GRAV-     979,135.8   (mgal)                       NAVD 88
 EP0367
 EP0367  VERT ORDER  -  FIRST     CLASS II
 EP0367
 EP0367.The horizontal coordinates were scaled from a topographic map and have
 EP0367.an estimated accuracy of +/- 6 seconds.
 EP0367
 EP0367.The orthometric height was determined by differential leveling
 EP0367.and adjusted by the National Geodetic Survey in June 1991..
 EP0367
 EP0367.The geoid height was determined by GEOID03.
 EP0367
 EP0367.The dynamic height is computed by dividing the NAVD 88
 EP0367.geopotential number by the normal gravity value computed on the
 EP0367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EP0367.degrees latitude (g = 980.6199 gals.).
 EP0367
 EP0367.The modeled gravity was interpolated from observed gravity values.
 EP0367
 EP0367;                    North         East    Units  Estimated Accuracy
 EP0367;SPC NM C     -   402,420.      550,300.      MT  (+/- 180 meters Scaled)
 EP0367
 EP0367                          SUPERSEDED SURVEY CONTROL
 EP0367
 EP0367  NGVD 29 (??/??/92) 1942.582  (m)         6373.29   (f) ADJ UNCH    1 2
 EP0367
 EP0367.Superseded values are not recommended for survey control.
 EP0367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EP0367.See file dsdata.txt to determine how the superseded data were derived.
 EP0367
 EP0367_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDU357319(NAD 83)
 EP0367_MARKER: DB = BENCH MARK DISK
 EP0367_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EP0367_SP_SET: ABUTMENT
 EP0367_STAMPING: I 5 1911 6373.288
 EP0367_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EP0367
 EP0367  HISTORY     - Date     Condition        Report By
 EP0367  HISTORY     - 1911     MONUMENTED       CGS
 EP0367  HISTORY     - 1958     GOOD             NGS
 EP0367
 EP0367                          STATION DESCRIPTION
 EP0367
 EP0367'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 EP0367'15.15 MI W FROM ENCINO.
 EP0367'ABOUT 15.15 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 EP0367'FROM THE STATION AT ENCINO, 4 1/2 POLES SOUTHEAST OF MILEPOST 819, IN
 EP0367'THE TOP OF THE NORTHEAST END OF THE SOUTHEAST CONCRETE ABUTMENT OF A
 EP0367'STEEL GIRDER BRIDGE, 6 1/2 FEET NORTHEAST OF THE NORTHEAST RAIL, AT
 EP0367'THE SOUTHEAST END OF THE DUNMOOR SIDING, AND ABOUT 2 1/2 FEET BELOW
 EP0367'THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0154 ***********************************************************************
 EQ0154  DESIGNATION -  I 6
 EQ0154  PID         -  EQ0154
 EQ0154  STATE/COUNTY-  NM/VALENCIA
 EQ0154  USGS QUAD   -  BECKER (1979)
 EQ0154
 EQ0154                         *CURRENT SURVEY CONTROL
 EQ0154  ___________________________________________________________________
 EQ0154* NAD 83(1986)-  34 29 45.     (N)    106 36 53.     (W)     SCALED    
 EQ0154* NAVD 88     -      1579.682  (meters)    5182.67   (feet)  ADJUSTED  
 EQ0154  ___________________________________________________________________
 EQ0154  GEOID HEIGHT-         -21.27  (meters)                     GEOID03
 EQ0154  DYNAMIC HT  -        1577.478 (meters)    5175.44  (feet)  COMP
 EQ0154  MODELED GRAV-     979,184.6   (mgal)                       NAVD 88
 EQ0154
 EQ0154  VERT ORDER  -  FIRST     CLASS II
 EQ0154
 EQ0154.The horizontal coordinates were scaled from a topographic map and have
 EQ0154.an estimated accuracy of +/- 6 seconds.
 EQ0154
 EQ0154.The orthometric height was determined by differential leveling
 EQ0154.and adjusted by the National Geodetic Survey in June 1991..
 EQ0154
 EQ0154.The geoid height was determined by GEOID03.
 EQ0154
 EQ0154.The dynamic height is computed by dividing the NAVD 88
 EQ0154.geopotential number by the normal gravity value computed on the
 EQ0154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0154.degrees latitude (g = 980.6199 gals.).
 EQ0154
 EQ0154.The modeled gravity was interpolated from observed gravity values.
 EQ0154
 EQ0154;                    North         East    Units  Estimated Accuracy
 EQ0154;SPC NM C     -   387,710.      466,510.      MT  (+/- 180 meters Scaled)
 EQ0154
 EQ0154                          SUPERSEDED SURVEY CONTROL
 EQ0154
 EQ0154  NGVD 29 (??/??/92) 1578.930  (m)         5180.21   (f) ADJ UNCH    1 2
 EQ0154
 EQ0154.Superseded values are not recommended for survey control.
 EQ0154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0154.See file dsdata.txt to determine how the superseded data were derived.
 EQ0154
 EQ0154_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU517183(NAD 83)
 EQ0154_MARKER: B = BOLT
 EQ0154_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EQ0154_SP_SET: BUILDING
 EQ0154_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EQ0154
 EQ0154  HISTORY     - Date     Condition        Report By
 EQ0154  HISTORY     - UNK      MONUMENTED       CGS
 EQ0154  HISTORY     - 1958     GOOD             NGS
 EQ0154
 EQ0154                          STATION DESCRIPTION
 EQ0154
 EQ0154'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 EQ0154'15.85 MI SE FROM BELEN.
 EQ0154'ABOUT 2.3 MILES EAST ALONG STATE HIGHWAY 6 FROM THE ATCHISON, TOPEKA
 EQ0154'AND SANTA FE RAILWAY STATION AT BELEN, THENCE 3.6 MILES SOUTH ALONG
 EQ0154'STATE HIGHWAY 47, THENCE 9.95 MILES SOUTHEAST ALONG THE ATCHISON,
 EQ0154'TOPEKA AND SANTA FE RAILWAY, AT THE BECKER SIDING, 23 1/2 POLES
 EQ0154'SOUTHEAST OF MILEPOST 882, SET VERTICALLY IN THE WEST FACE OF THE
 EQ0154'CONCRETE WALL OF A PUMPHOUSE, 74 FEET SOUTHWEST OF THE SOUTHWEST RAIL
 EQ0154'OF THE MAIN TRACK, 1 FOOT SOUTH OF THE NORTHWEST CORNER OF THE
 EQ0154'PUMPHOUSE, AND 4 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0417 ***********************************************************************
 EO0417  DESIGNATION -  I 7
 EO0417  PID         -  EO0417
 EO0417  STATE/COUNTY-  NM/ROOSEVELT
 EO0417  USGS QUAD   -  FLOYD SE (1987)
 EO0417
 EO0417                         *CURRENT SURVEY CONTROL
 EO0417  ___________________________________________________________________
 EO0417* NAD 83(1986)-  34 02 24.     (N)    103 32 27.     (W)     SCALED    
 EO0417* NAVD 88     -      1310.315  (meters)    4298.93   (feet)  ADJUSTED  
 EO0417  ___________________________________________________________________
 EO0417  GEOID HEIGHT-         -22.75  (meters)                     GEOID03
 EO0417  DYNAMIC HT  -        1308.578 (meters)    4293.23  (feet)  COMP
 EO0417  MODELED GRAV-     979,264.6   (mgal)                       NAVD 88
 EO0417
 EO0417  VERT ORDER  -  FIRST     CLASS II
 EO0417
 EO0417.The horizontal coordinates were scaled from a topographic map and have
 EO0417.an estimated accuracy of +/- 6 seconds.
 EO0417
 EO0417.The orthometric height was determined by differential leveling
 EO0417.and adjusted by the National Geodetic Survey in June 1991..
 EO0417
 EO0417.The geoid height was determined by GEOID03.
 EO0417
 EO0417.The dynamic height is computed by dividing the NAVD 88
 EO0417.geopotential number by the normal gravity value computed on the
 EO0417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0417.degrees latitude (g = 980.6199 gals.).
 EO0417
 EO0417.The modeled gravity was interpolated from observed gravity values.
 EO0417
 EO0417;                    North         East    Units  Estimated Accuracy
 EO0417;SPC NM E     -   337,380.      238,180.      MT  (+/- 180 meters Scaled)
 EO0417
 EO0417                          SUPERSEDED SURVEY CONTROL
 EO0417
 EO0417.No superseded survey control is available for this station.
 EO0417
 EO0417_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFT346675(NAD 83)
 EO0417_MARKER: DB = BENCH MARK DISK
 EO0417_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EO0417_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EO0417_STAMPING: I 7 1916
 EO0417_MARK LOGO: CGS   
 EO0417_PROJECTION: FLUSH
 EO0417_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EO0417+STABILITY: SURFACE MOTION
 EO0417
 EO0417  HISTORY     - Date     Condition        Report By
 EO0417  HISTORY     - 1916     MONUMENTED       CGS
 EO0417  HISTORY     - 1944     GOOD             NGS
 EO0417  HISTORY     - 1973     MARK NOT FOUND   USGS
 EO0417  HISTORY     - 1982     GOOD             NGS
 EO0417
 EO0417                          STATION DESCRIPTION
 EO0417
 EO0417'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 EO0417'9.2 MI NE FROM ELIDA.
 EO0417'9.2 MILES NORTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 EO0417'FROM THE STATION AT ELIDA, 2 MILES NORTH OF KERMIT, 90 FEET NORTHWEST
 EO0417'OF IRON MILEPOST 33, 100 FEET NORTHWEST OF THE CENTERLINE OF THE
 EO0417'TRACK, 2 FEET NORTHEAST OF AN IRON RIGHT-OF-WAY POST, AND 2 FEET WEST
 EO0417'OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED I 7 1916 AND
 EO0417'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE GROUND.
 EO0417
 EO0417                          STATION RECOVERY (1973)
 EO0417
 EO0417'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 EO0417'MARK NOT FOUND.
 EO0417
 EO0417                          STATION RECOVERY (1982)
 EO0417
 EO0417'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 EO0417'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  24.5 KM (15.2
 EO0417'MI) SOUTHWESTERLY ALONG THE SANTA FE RAILROAD FROM THE RAILROAD
 EO0417'STATION IN PORTALES, 29.7 METERS (97.4 FT) NORTHWEST OF THE NEAR RAIL,
 EO0417'24.5 METERS (80.4 FT) NORTHWEST OF MILEPOST 33, 0.8 METER (2.6 FT)
 EO0417'NORTHEAST OF A STEEL RIGHT-OF-WAY MARKER AND 0.1 METER (0.3 FT)
 EO0417'SOUTHEAST OF A FENCE.
 EO0417'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 EO0417'THE MARK IS 0.3 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0022 ***********************************************************************
 DR0022  DESIGNATION -  I 8
 DR0022  PID         -  DR0022
 DR0022  STATE/COUNTY-  NM/CHAVES
 DR0022  USGS QUAD   -  HAYSTACK MOUNTAIN (1982)
 DR0022
 DR0022                         *CURRENT SURVEY CONTROL
 DR0022  ___________________________________________________________________
 DR0022* NAD 83(1986)-  33 38 02.     (N)    104 08 22.     (W)     SCALED    
 DR0022* NAVD 88     -      1201.770  (meters)    3942.81   (feet)  ADJUSTED  
 DR0022  ___________________________________________________________________
 DR0022  GEOID HEIGHT-         -23.20  (meters)                     GEOID03
 DR0022  DYNAMIC HT  -        1200.137 (meters)    3937.45  (feet)  COMP
 DR0022  MODELED GRAV-     979,236.5   (mgal)                       NAVD 88
 DR0022
 DR0022  VERT ORDER  -  FIRST     CLASS II
 DR0022
 DR0022.The horizontal coordinates were scaled from a topographic map and have
 DR0022.an estimated accuracy of +/- 6 seconds.
 DR0022
 DR0022.The orthometric height was determined by differential leveling
 DR0022.and adjusted by the National Geodetic Survey in June 1991..
 DR0022
 DR0022.The geoid height was determined by GEOID03.
 DR0022
 DR0022.The dynamic height is computed by dividing the NAVD 88
 DR0022.geopotential number by the normal gravity value computed on the
 DR0022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0022.degrees latitude (g = 980.6199 gals.).
 DR0022
 DR0022.The modeled gravity was interpolated from observed gravity values.
 DR0022
 DR0022;                    North         East    Units  Estimated Accuracy
 DR0022;SPC NM E     -   292,070.      182,990.      MT  (+/- 180 meters Scaled)
 DR0022
 DR0022                          SUPERSEDED SURVEY CONTROL
 DR0022
 DR0022  NGVD 29 (??/??/92) 1201.188  (m)         3940.90   (f) ADJ UNCH    1 2
 DR0022
 DR0022.Superseded values are not recommended for survey control.
 DR0022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0022.See file dsdata.txt to determine how the superseded data were derived.
 DR0022
 DR0022_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SET798218(NAD 83)
 DR0022_MARKER: DB = BENCH MARK DISK
 DR0022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR0022_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DR0022_STAMPING: 3940.730 I 8 1916
 DR0022_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR0022+STABILITY: SURFACE MOTION
 DR0022
 DR0022  HISTORY     - Date     Condition        Report By
 DR0022  HISTORY     - 1916     MONUMENTED       CGS
 DR0022  HISTORY     - 1941     GOOD             NGS
 DR0022
 DR0022                          STATION DESCRIPTION
 DR0022
 DR0022'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 DR0022'4.4 MI NE FROM CAMPBELL.
 DR0022'4.4 MILES NORTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 DR0022'FROM THE STATION AT CAMPBELL, 105 FEET NORTHEAST OF IRON MILEPOST 78,
 DR0022'98 FEET NORTHWEST OF THE CENTERLINE OF THE TRACK, 2 FEET SOUTHEAST OF
 DR0022'A POLE, AT THE RIGHT-OF-WAY FENCE, 2.5 FEET WEST OF A WHITE WOODEN
 DR0022'WITNESS POST, AND LEVEL WITH THE TRACK.  A STANDARD DISK, STAMPED
 DR0022'3940.730 I 8 1916 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1.2
 DR0022'FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0100 ***********************************************************************
 DR0100  DESIGNATION -  I 9
 DR0100  PID         -  DR0100
 DR0100  STATE/COUNTY-  NM/CHAVES
 DR0100  USGS QUAD   -  SOUTH SPRING (1975)
 DR0100
 DR0100                         *CURRENT SURVEY CONTROL
 DR0100  ___________________________________________________________________
 DR0100* NAD 83(1986)-  33 16 25.     (N)    104 25 38.     (W)     SCALED    
 DR0100* NAVD 88     -      1081.322  (meters)    3547.64   (feet)  POSTED    
 DR0100  ___________________________________________________________________
 DR0100  GEOID HEIGHT-         -23.24  (meters)                     GEOID03
 DR0100  DYNAMIC HT  -        1079.840 (meters)    3542.78  (feet)  COMP
 DR0100  MODELED GRAV-     979,226.9   (mgal)                       NAVD 88
 DR0100
 DR0100  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 DR0100
 DR0100.The horizontal coordinates were scaled from a topographic map and have
 DR0100.an estimated accuracy of +/- 6 seconds.
 DR0100
 DR0100.The orthometric height was determined by differential leveling
 DR0100.and adjusted by the National Geodetic Survey in 1992..
 DR0100.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 DR0100.rate of 0.0 thru 1.0 mm/km.
 DR0100
 DR0100.The geoid height was determined by GEOID03.
 DR0100
 DR0100.The dynamic height is computed by dividing the NAVD 88
 DR0100.geopotential number by the normal gravity value computed on the
 DR0100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0100.degrees latitude (g = 980.6199 gals.).
 DR0100
 DR0100.The modeled gravity was interpolated from observed gravity values.
 DR0100
 DR0100;                    North         East    Units  Estimated Accuracy
 DR0100;SPC NM E     -   252,100.      156,250.      MT  (+/- 180 meters Scaled)
 DR0100
 DR0100                          SUPERSEDED SURVEY CONTROL
 DR0100
 DR0100  NGVD 29 (??/??/92) 1080.759  (m)         3545.79   (f) ADJ UNCH    1 2
 DR0100
 DR0100.Superseded values are not recommended for survey control.
 DR0100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0100.See file dsdata.txt to determine how the superseded data were derived.
 DR0100
 DR0100_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES533817(NAD 83)
 DR0100_MARKER: X = CHISELED CROSS
 DR0100_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DR0100_SP_SET: MILEPOST
 DR0100_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR0100
 DR0100  HISTORY     - Date     Condition        Report By
 DR0100  HISTORY     - 1916     MONUMENTED       CGS
 DR0100  HISTORY     - 1957     MARK NOT FOUND   NGS
 DR0100
 DR0100                          STATION DESCRIPTION
 DR0100
 DR0100'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 DR0100'6.2 MI NW FROM DEXTER.
 DR0100'6.2 MILES NORTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 DR0100'FROM THE STATION AT DEXTER, CHAVES COUNTY, ON THE TOP OF IRON MILEPOST
 DR0100'118, AND 10 FEET SOUTHWEST OF THE CENTERLINE OF THE TRACK. A CHISELED
 DR0100'CROSS.  NOTE-- THERE IS NO VERTICAL SECTION OF RAIL AT THIS LOCATION
 DR0100'AND IT HAS EVIDENTLY BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1065 ***********************************************************************
 FO1065  DESIGNATION -  I25 1
 FO1065  PID         -  FO1065
 FO1065  STATE/COUNTY-  NM/SANDOVAL
 FO1065  USGS QUAD   -  BERNALILLO (1990)
 FO1065
 FO1065                         *CURRENT SURVEY CONTROL
 FO1065  ___________________________________________________________________
 FO1065* NAD 83(1992)-  35 18 58.59219(N)    106 32 05.91019(W)     ADJUSTED  
 FO1065* NAVD 88     -      1566.57   (+/-2cm)    5139.7    (feet)  VERTCON   
 FO1065  ___________________________________________________________________
 FO1065  LAPLACE CORR-           6.78  (seconds)                    DEFLEC99
 FO1065  GEOID HEIGHT-         -20.75  (meters)                     GEOID03
 FO1065
 FO1065  HORZ ORDER  -  SECOND
 FO1065  VERT ORDER  -  THIRD ? (See Below)
 FO1065
 FO1065.The horizontal coordinates were established by classical geodetic methods
 FO1065.and adjusted by the National Geodetic Survey in December 1993..
 FO1065
 FO1065.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1065.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1065.The vertical order pertains to the NGVD 29 superseded value.
 FO1065
 FO1065.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1065
 FO1065.The geoid height was determined by GEOID03.
 FO1065
 FO1065;                    North         East     Units Scale Factor Converg.
 FO1065;SPC NM C     -   478,696.674   474,088.201   MT  0.99990827   -0 09 53.1
 FO1065;SPC NM C     - 1,570,524.00  1,555,404.37   sFT  0.99990827   -0 09 53.1
 FO1065;UTM  13      - 3,909,198.389   360,466.494   MT  0.99983994   -0 53 15.0
 FO1065
 FO1065!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1065!SPC NM C     -   0.99975742  x   0.99990827  =   0.99966572
 FO1065!UTM  13      -   0.99975742  x   0.99983994  =   0.99959740
 FO1065
 FO1065|---------------------------------------------------------------------|
 FO1065| PID    Reference Object                     Distance      Geod. Az  |
 FO1065|                                                           dddmmss.s |
 FO1065| FO1062 BERN                                295.005 METERS 06354     |
 FO1065| FO1050 US 85 N20                           APPROX. 0.9 KM 2855648.4 |
 FO1065|---------------------------------------------------------------------|
 FO1065
 FO1065                          SUPERSEDED SURVEY CONTROL
 FO1065
 FO1065  NAD 83(1986)-  35 18 58.59793(N)    106 32 05.91239(W) AD(       ) 2
 FO1065  NAD 27      -  35 18 58.45405(N)    106 32 03.81784(W) AD(       ) 2
 FO1065  NGVD 29 (07/19/86) 1565.72   (m)         5136.9    (f) LEVELING    3  
 FO1065
 FO1065.Superseded values are not recommended for survey control.
 FO1065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1065.See file dsdata.txt to determine how the superseded data were derived.
 FO1065
 FO1065_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV6046609198(NAD 83)
 FO1065_MARKER: DD = SURVEY DISK
 FO1065_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FO1065_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FO1065_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO1065+STABILITY: SURFACE MOTION
 FO1065
 FO1065  HISTORY     - Date     Condition        Report By
 FO1065  HISTORY     - 1969     MONUMENTED       NMHD
 FO1065  HISTORY     - 20050103 MARK NOT FOUND   GEOCAC
 FO1065
 FO1065                          STATION DESCRIPTION
 FO1065
 FO1065'DESCRIBED BY NM HIGHWAY DEPT 1969 (SRC)
 FO1065'THE STATION IS LOCATED 0.55 MILE FROM THE INTERSECTION OF
 FO1065'U.S.-85 AND NM-44 IN THE NORTH SECTION OF THE CITY BERNALILLO.
 FO1065'
 FO1065'TO REACH THE STATION FROM THE COURT HOUSE IN BERNALILLO,
 FO1065'GO NORTH ON U.S.-85 (WHICH IS DEL PUEBLO) FOR 0.75 MILE, THEN
 FO1065'TURN RIGHT ON NM-44 AND GO EAST FOR 0.55 MILE.  THE STATION
 FO1065'IS BETWEEN THE ON RAMP FOR I-25 AND NM-44, APPROXIMATELY 15 FT
 FO1065'EAST OF THE RAMP AND NM-44 DIVISION AND 6 FT WEST OF THE
 FO1065'DIRECTION SIGN FOR I-25 AND NM-44.
 FO1065'
 FO1065'STATION IS A STANDARD STATE HIGHWAY COMMISSION DISK STAMPED
 FO1065'STA I-25-1 AND IS FLUSH WITH THE GROUND.
 FO1065'
 FO1065'FOR THE DESCRIPTION OF BERN, SEE TRIANGULATION STATION BERN.
 FO1065'FOR U.S.-85-N20 SEE TRAVERSE STATION U.S.-85-N20 AND FOR
 FO1065'I-25-2, SEE TRAVERSE STATION I-25-2.
 FO1065
 FO1065                          STATION RECOVERY (2005)
 FO1065
 FO1065'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 FO1065'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1151 ***********************************************************************
 FO1151  DESIGNATION -  I25 10
 FO1151  PID         -  FO1151
 FO1151  STATE/COUNTY-  NM/BERNALILLO
 FO1151  USGS QUAD   -  ALAMEDA (1990)
 FO1151
 FO1151                         *CURRENT SURVEY CONTROL
 FO1151  ___________________________________________________________________
 FO1151* NAD 83(1992)-  35 12 15.35202(N)    106 34 37.49182(W)     ADJUSTED  
 FO1151* NAVD 88     -      1587.01   (+/-2cm)    5206.7    (feet)  VERTCON   
 FO1151  ___________________________________________________________________
 FO1151  LAPLACE CORR-          10.13  (seconds)                    DEFLEC99
 FO1151  GEOID HEIGHT-         -20.88  (meters)                     GEOID03
 FO1151
 FO1151  HORZ ORDER  -  SECOND
 FO1151  VERT ORDER  -  THIRD ? (See Below)
 FO1151
 FO1151.The horizontal coordinates were established by classical geodetic methods
 FO1151.and adjusted by the National Geodetic Survey in December 1993..
 FO1151
 FO1151.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1151.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1151.The vertical order pertains to the NGVD 29 superseded value.
 FO1151
 FO1151.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1151
 FO1151.The geoid height was determined by GEOID03.
 FO1151
 FO1151;                    North         East     Units Scale Factor Converg.
 FO1151;SPC NM C     -   466,282.553   470,218.683   MT  0.99991093   -0 11 18.8
 FO1151;SPC NM C     - 1,529,795.34  1,542,709.13   sFT  0.99991093   -0 11 18.8
 FO1151;UTM  13      - 3,896,834.772   356,441.157   MT  0.99985399   -0 54 33.6
 FO1151
 FO1151!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1151!SPC NM C     -   0.99975423  x   0.99991093  =   0.99966519
 FO1151!UTM  13      -   0.99975423  x   0.99985399  =   0.99960826
 FO1151
 FO1151:                Primary Azimuth Mark                     Grid Az
 FO1151:SPC NM C     -  I25 9                                    008 39 13.0
 FO1151:UTM  13      -  I25 9                                    009 22 27.8
 FO1151
 FO1151|---------------------------------------------------------------------|
 FO1151| PID    Reference Object                     Distance      Geod. Az  |
 FO1151|                                                           dddmmss.s |
 FO1151| FO1125 I25 9                               APPROX. 1.0 KM 0082754.2 |
 FO1151|---------------------------------------------------------------------|
 FO1151
 FO1151                          SUPERSEDED SURVEY CONTROL
 FO1151
 FO1151  NAD 83(1986)-  35 12 15.35796(N)    106 34 37.49341(W) AD(       ) 2
 FO1151  NAD 27      -  35 12 15.20269(N)    106 34 35.40289(W) AD(       ) 2
 FO1151  NGVD 29 (07/19/86) 1586.17   (m)         5204.0    (f) LEVELING    3  
 FO1151
 FO1151.Superseded values are not recommended for survey control.
 FO1151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1151.See file dsdata.txt to determine how the superseded data were derived.
 FO1151
 FO1151_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU5644196835(NAD 83)
 FO1151_MARKER: DD = SURVEY DISK
 FO1151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FO1151_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FO1151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO1151+STABILITY: SURFACE MOTION
 FO1151_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FO1151+SATELLITE: SATELLITE OBSERVATIONS - January 30, 2005
 FO1151
 FO1151  HISTORY     - Date     Condition        Report By
 FO1151  HISTORY     - 1969     MONUMENTED       NMHD
 FO1151  HISTORY     - 20050130 GOOD             GEOCAC
 FO1151
 FO1151                          STATION DESCRIPTION
 FO1151
 FO1151'DESCRIBED BY NM HIGHWAY DEPT 1969 (SRC)
 FO1151'THE STATION IS LOCATED 0.95 MILE SOUTH OF THE BERNALILLO/SANDOVAL
 FO1151'COUNTY LINE AT THE INTERSECTION OF I-25 AND NM-422 (TRAMWAY
 FO1151'ROAD BRIDGE).
 FO1151'
 FO1151'TO REACH THE STATION FROM THE INTERSECTION OF CENTRAL AND THE
 FO1151'RAILROAD (DOWNTOWN ALBUQUERQUE), GO EAST ON CENTRAL U.S.-66
 FO1151'FOR 0.6 MILE AND THEN GO NORTH ON I-25.  TRAVEL NORTH ON
 FO1151'I-25 FOR 8.85 MILES.  THE STATION IS AT THE NORTH END OF THE
 FO1151'BRIDGE IN THE MEDIAN.  IT IS APPROXIMATELY 2 FT EAST
 FO1151'OF THE EAST WINGWALL AND 2 FT SOUTH OF A SMALL DRAINAGE INLET.
 FO1151'
 FO1151'THE MONUMENT IS A STANDARD STATE HIGHWAY COMMISSION DISK
 FO1151'STAMPED STA. I-25-10 AND IS FLUSH WITH THE GROUND.
 FO1151'
 FO1151'FOR THE DESCRIPTION OF STATIONS I-25-9 AND I-25-11, SEE
 FO1151'TRAVERSE STATIONS I-25-9 AND I-25-11.  FOR PITS, SEE TRIANGULATION
 FO1151'STATION PITS.
 FO1151
 FO1151                          STATION RECOVERY (2005)
 FO1151
 FO1151'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 FO1151'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1043 ***********************************************************************
 FO1043  DESIGNATION -  I25 10N
 FO1043  PID         -  FO1043
 FO1043  STATE/COUNTY-  NM/SANDOVAL
 FO1043  USGS QUAD   -  SAN FELIPE PUEBLO (1990)
 FO1043
 FO1043                         *CURRENT SURVEY CONTROL
 FO1043  ___________________________________________________________________
 FO1043* NAD 83(1992)-  35 24 33.71296(N)    106 24 59.28175(W)     ADJUSTED  
 FO1043* NAVD 88     -      1656.79   (+/-2cm)    5435.7    (feet)  VERTCON   
 FO1043  ___________________________________________________________________
 FO1043  LAPLACE CORR-           5.40  (seconds)                    DEFLEC99
 FO1043  GEOID HEIGHT-         -20.60  (meters)                     GEOID03
 FO1043
 FO1043  HORZ ORDER  -  SECOND
 FO1043  VERT ORDER  -  THIRD ? (See Below)
 FO1043
 FO1043.The horizontal coordinates were established by classical geodetic methods
 FO1043.and adjusted by the National Geodetic Survey in December 1993..
 FO1043
 FO1043.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1043.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1043.The vertical order pertains to the NGVD 29 superseded value.
 FO1043
 FO1043.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1043
 FO1043.The geoid height was determined by GEOID03.
 FO1043
 FO1043;                    North         East     Units Scale Factor Converg.
 FO1043;SPC NM C     -   488,999.094   484,881.094   MT  0.99990282   -0 05 47.2
 FO1043;SPC NM C     - 1,604,324.53  1,590,814.06   sFT  0.99990282   -0 05 47.2
 FO1043;UTM  13      - 3,919,362.841   371,387.715   MT  0.99980384   -0 49 15.0
 FO1043
 FO1043!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1043!SPC NM C     -   0.99974325  x   0.99990282  =   0.99964610
 FO1043!UTM  13      -   0.99974325  x   0.99980384  =   0.99954714
 FO1043
 FO1043:                Primary Azimuth Mark                     Grid Az
 FO1043:SPC NM C     -  I25 11N                                  022 37 13.4
 FO1043:UTM  13      -  I25 11N                                  023 20 41.2
 FO1043
 FO1043|---------------------------------------------------------------------|
 FO1043| PID    Reference Object                     Distance      Geod. Az  |
 FO1043|                                                           dddmmss.s |
 FO1043| FO1042 I25 11N                             470.016 METERS 0223126.2 |
 FO1043|---------------------------------------------------------------------|
 FO1043
 FO1043                          SUPERSEDED SURVEY CONTROL
 FO1043
 FO1043  NAD 83(1986)-  35 24 33.71859(N)    106 24 59.28465(W) AD(       ) 2
 FO1043  NAD 27      -  35 24 33.58362(N)    106 24 57.19422(W) AD(       ) 2
 FO1043  NGVD 29 (07/19/86) 1655.89   (m)         5432.7    (f) LEVELING    3  
 FO1043
 FO1043.Superseded values are not recommended for survey control.
 FO1043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1043.See file dsdata.txt to determine how the superseded data were derived.
 FO1043
 FO1043_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV7138819363(NAD 83)
 FO1043_MARKER: DD = SURVEY DISK
 FO1043_SETTING: 0 = UNSPECIFIED SETTING
 FO1043_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FO1043
 FO1043  HISTORY     - Date     Condition        Report By
 FO1043  HISTORY     - 1974     MONUMENTED       NMHD
 FO1043
 FO1043                          STATION DESCRIPTION
 FO1043
 FO1043'DESCRIBED BY NM HIGHWAY DEPT 1974 (SRC)
 FO1043'THE STATION IS LOCATED APPROXIMATELY 25 MILES NORTH OF ALBUQUERQUE
 FO1043'ON HIGHWAY I-25.
 FO1043'
 FO1043'TO REACH THE STATION FROM THE I-25 AND S.R. 44 HIGHWAY INTERCHANGE
 FO1043'EAST OF BERNALILLO, GO 9.55 MILES NORTH ALONG HIGHWAY I-25.  THE
 FO1043'STATION IS LOCATED ON THE RIGHT, 2 FEET WEST OF PROPOSED NEW EAST
 FO1043'RIGHT OF WAY LINE AT STATION 333+55.
 FO1043'
 FO1043'THE MONUMENT IS A NEW MEXICO STATE HIGHWAY COMMISSION STANDARD
 FO1043'DISC, STAMPED I-25-10N, SET IN CONCRETE FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1119 ***********************************************************************
 FO1119  DESIGNATION -  I25 11
 FO1119  PID         -  FO1119
 FO1119  STATE/COUNTY-  NM/BERNALILLO
 FO1119  USGS QUAD   -  ALAMEDA (1990)
 FO1119
 FO1119                         *CURRENT SURVEY CONTROL
 FO1119  ___________________________________________________________________
 FO1119* NAD 83(1992)-  35 11 40.85332(N)    106 34 43.09714(W)     ADJUSTED  
 FO1119* NAVD 88     -      1587.93   (+/-2cm)    5209.7    (feet)  VERTCON   
 FO1119  ___________________________________________________________________
 FO1119  LAPLACE CORR-          10.20  (seconds)                    DEFLEC99
 FO1119  GEOID HEIGHT-         -20.89  (meters)                     GEOID03
 FO1119
 FO1119  HORZ ORDER  -  SECOND
 FO1119  VERT ORDER  -  THIRD ? (See Below)
 FO1119
 FO1119.The horizontal coordinates were established by classical geodetic methods
 FO1119.and adjusted by the National Geodetic Survey in December 1993..
 FO1119
 FO1119.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1119.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1119.The vertical order pertains to the NGVD 29 superseded value.
 FO1119
 FO1119.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1119
 FO1119.The geoid height was determined by GEOID03.
 FO1119
 FO1119;                    North         East     Units Scale Factor Converg.
 FO1119;SPC NM C     -   465,219.946   470,073.397   MT  0.99991103   -0 11 21.9
 FO1119;SPC NM C     - 1,526,309.11  1,542,232.47   sFT  0.99991103   -0 11 21.9
 FO1119;UTM  13      - 3,895,774.136   356,282.526   MT  0.99985455   -0 54 36.1
 FO1119
 FO1119!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1119!SPC NM C     -   0.99975409  x   0.99991103  =   0.99966514
 FO1119!UTM  13      -   0.99975409  x   0.99985455  =   0.99960868
 FO1119
 FO1119:                Primary Azimuth Mark                     Grid Az
 FO1119:SPC NM C     -  I25 12                                   194 36 33.5
 FO1119:UTM  13      -  I25 12                                   195 19 47.7
 FO1119
 FO1119|---------------------------------------------------------------------|
 FO1119| PID    Reference Object                     Distance      Geod. Az  |
 FO1119|                                                           dddmmss.s |
 FO1119| FO1173 I25 12                              APPROX. 1.5 KM 1942511.6 |
 FO1119|---------------------------------------------------------------------|
 FO1119
 FO1119                          SUPERSEDED SURVEY CONTROL
 FO1119
 FO1119  NAD 83(1986)-  35 11 40.85923(N)    106 34 43.09871(W) AD(       ) 2
 FO1119  NAD 27      -  35 11 40.70299(N)    106 34 41.00895(W) AD(       ) 2
 FO1119  NGVD 29 (07/19/86) 1587.09   (m)         5207.0    (f) LEVELING    3  
 FO1119
 FO1119.Superseded values are not recommended for survey control.
 FO1119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1119.See file dsdata.txt to determine how the superseded data were derived.
 FO1119
 FO1119_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU5628395774(NAD 83)
 FO1119_MARKER: DD = SURVEY DISK
 FO1119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FO1119_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FO1119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO1119+STABILITY: SURFACE MOTION
 FO1119
 FO1119  HISTORY     - Date     Condition        Report By
 FO1119  HISTORY     - 1969     MONUMENTED       NMHD
 FO1119  HISTORY     - 20050130 GOOD             GEOCAC
 FO1119
 FO1119                          STATION DESCRIPTION
 FO1119
 FO1119'DESCRIBED BY NM HIGHWAY DEPT 1969 (SRC)
 FO1119'THE STATION IS LOCATED 1.60 MILE SOUTH OF THE BERNALILLO/SANDOVAL
 FO1119'COUNTY LINE AND 0.65 MILE SOUTH OF THE TRAMWAY ROAD BRIDGE
 FO1119'(NM-422) ON THE EAST FRONTAGE ROAD.
 FO1119'
 FO1119'TO REACH THE STATION FROM THE INTERSECTION OF CENTRAL AND
 FO1119'THE RAILROAD TRACKS (DOWNTOWN ALBUQUERQUE), GO EAST ON CENTRAL
 FO1119'(U.S.-66) FOR 0.6 MILE AND THEN GO NORTH ON I-25.  TRAVEL
 FO1119'NORTH ON I-25 FOR 8.85 MILES THEN TAKE THE TRAMWAY ROAD
 FO1119'EXIT (NM-422) AT THE STOP SIGN TURN EAST ON TRAMWAY ROAD.
 FO1119'AFTER 0.05 MILE TURN SOUTH ON THE EAST FREEWAY FRONTAGE ROAD.
 FO1119'GO SOUTH ON THE FRONTAGE ROAD FOR 0.65 MILE.  THE STATION
 FO1119'IS TO THE EAST OF THIS POINT.  THE MONUMENT IS APPROXIMATELY
 FO1119'200 FT SOUTH OF CATTLEGUARD IN EAST R/W FENCE EAST OF EAST
 FO1119'FRONTAGE ROAD AND SOUTH OF SOUTHWESTERN SKYWAYS.
 FO1119'
 FO1119'THE MONUMENT IS A STANDARD STATE HIGHWAY COMMISSION DISK
 FO1119'STAMPED STA. I-25-11 AND IS FLUSH WITH THE GROUND.
 FO1119'
 FO1119'FOR THE DESCRIPTION TO STATIONS I-25-10 AND I-25-12, SEE
 FO1119'THE TRAVERSE STATIONS I-25-10 AND I-25-12.
 FO1119
 FO1119                          STATION RECOVERY (2005)
 FO1119
 FO1119'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 FO1119'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1042 ***********************************************************************
 FO1042  DESIGNATION -  I25 11N
 FO1042  PID         -  FO1042
 FO1042  STATE/COUNTY-  NM/SANDOVAL
 FO1042  USGS QUAD   -  SAN FELIPE PUEBLO (1990)
 FO1042
 FO1042                         *CURRENT SURVEY CONTROL
 FO1042  ___________________________________________________________________
 FO1042* NAD 83(1992)-  35 24 47.80044(N)    106 24 52.14536(W)     ADJUSTED  
 FO1042* NAVD 88     -      1663.76   (+/-2cm)    5458.5    (feet)  VERTCON   
 FO1042  ___________________________________________________________________
 FO1042  LAPLACE CORR-           5.32  (seconds)                    DEFLEC99
 FO1042  GEOID HEIGHT-         -20.61  (meters)                     GEOID03
 FO1042
 FO1042  HORZ ORDER  -  SECOND
 FO1042  VERT ORDER  -  THIRD ? (See Below)
 FO1042
 FO1042.The horizontal coordinates were established by classical geodetic methods
 FO1042.and adjusted by the National Geodetic Survey in December 1993..
 FO1042
 FO1042.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1042.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1042.The vertical order pertains to the NGVD 29 superseded value.
 FO1042
 FO1042.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1042
 FO1042.The geoid height was determined by GEOID03.
 FO1042
 FO1042;                    North         East     Units Scale Factor Converg.
 FO1042;SPC NM C     -   489,432.911   485,061.856   MT  0.99990275   -0 05 43.1
 FO1042;SPC NM C     - 1,605,747.81  1,591,407.11   sFT  0.99990275   -0 05 43.1
 FO1042;UTM  13      - 3,919,794.295   371,573.929   MT  0.99980325   -0 49 11.1
 FO1042
 FO1042!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1042!SPC NM C     -   0.99974216  x   0.99990275  =   0.99964493
 FO1042!UTM  13      -   0.99974216  x   0.99980325  =   0.99954546
 FO1042
 FO1042:                Primary Azimuth Mark                     Grid Az
 FO1042:SPC NM C     -  I25 10N                                  202 37 13.5
 FO1042:UTM  13      -  I25 10N                                  203 20 41.5
 FO1042
 FO1042|---------------------------------------------------------------------|
 FO1042| PID    Reference Object                     Distance      Geod. Az  |
 FO1042|                                                           dddmmss.s |
 FO1042| FO1043 I25 10N                             470.016 METERS 2023130.4 |
 FO1042|---------------------------------------------------------------------|
 FO1042
 FO1042                          SUPERSEDED SURVEY CONTROL
 FO1042
 FO1042  NAD 83(1986)-  35 24 47.80603(N)    106 24 52.14827(W) AD(       ) 2
 FO1042  NAD 27      -  35 24 47.67171(N)    106 24 50.05761(W) AD(       ) 2
 FO1042  NGVD 29 (07/19/86) 1662.86   (m)         5455.6    (f) LEVELING    3  
 FO1042
 FO1042.Superseded values are not recommended for survey control.
 FO1042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1042.See file dsdata.txt to determine how the superseded data were derived.
 FO1042
 FO1042_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV7157419794(NAD 83)
 FO1042_MARKER: DD = SURVEY DISK
 FO1042_SETTING: 0 = UNSPECIFIED SETTING
 FO1042_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FO1042
 FO1042  HISTORY     - Date     Condition        Report By
 FO1042  HISTORY     - 1974     MONUMENTED       NMHD
 FO1042  HISTORY     - 20050225 MARK NOT FOUND   GEOCAC
 FO1042
 FO1042                          STATION DESCRIPTION
 FO1042
 FO1042'DESCRIBED BY NM HIGHWAY DEPT 1974 (SRC)
 FO1042'THE STATION IS LOCATED APPROXIMATELY 25.5 MILES NORTH OF ALBUQUERQUE
 FO1042'ON HIGHWAY I-25.
 FO1042'
 FO1042'TO REACH THE STATION FROM THE I-25 AND S.R. 44 HIGHWAY INTERCHANGE
 FO1042'EAST OF BERNALILLO, GO 9.85 MILES NORTH ALONG HIGHWAY I-25.  THE
 FO1042'STATION IS LOCATED ON THE LEFT, 2 FEET EAST OF PROPOSED NEW WEST
 FO1042'RIGHT OF WAY LINE AT STATION 346+75.
 FO1042'
 FO1042'THE MONUMENT IS A NEW MEXICO STATE HIGHWAY COMMISSION STANDARD
 FO1042'DISC, STAMPED I-25-11N, SET IN CONCRETE FLUSH WITH GROUND.
 FO1042
 FO1042                          STATION RECOVERY (2005)
 FO1042
 FO1042'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 FO1042'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1173 ***********************************************************************
 FO1173  DESIGNATION -  I25 12
 FO1173  PID         -  FO1173
 FO1173  STATE/COUNTY-  NM/BERNALILLO
 FO1173  USGS QUAD   -  ALAMEDA (1990)
 FO1173
 FO1173                         *CURRENT SURVEY CONTROL
 FO1173  ___________________________________________________________________
 FO1173* NAD 83(1992)-  35 10 53.28588(N)    106 34 57.99437(W)     ADJUSTED  
 FO1173* NAVD 88     -      1583.82   (+/-2cm)    5196.2    (feet)  VERTCON   
 FO1173  ___________________________________________________________________
 FO1173  LAPLACE CORR-          10.00  (seconds)                    DEFLEC99
 FO1173  GEOID HEIGHT-         -20.93  (meters)                     GEOID03
 FO1173
 FO1173  HORZ ORDER  -  SECOND
 FO1173  VERT ORDER  -  THIRD ? (See Below)
 FO1173
 FO1173.The horizontal coordinates were established by classical geodetic methods
 FO1173.and adjusted by the National Geodetic Survey in December 1993..
 FO1173
 FO1173.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1173.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1173.The vertical order pertains to the NGVD 29 superseded value.
 FO1173
 FO1173.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1173
 FO1173.The geoid height was determined by GEOID03.
 FO1173
 FO1173;                    North         East     Units Scale Factor Converg.
 FO1173;SPC NM C     -   463,755.415   469,691.662   MT  0.99991132   -0 11 30.3
 FO1173;SPC NM C     - 1,521,504.22  1,540,980.06   sFT  0.99991132   -0 11 30.3
 FO1173;UTM  13      - 3,894,314.602   355,882.428   MT  0.99985597   -0 54 43.6
 FO1173
 FO1173!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1173!SPC NM C     -   0.99975474  x   0.99991132  =   0.99966608
 FO1173!UTM  13      -   0.99975474  x   0.99985597  =   0.99961075
 FO1173
 FO1173:                Primary Azimuth Mark                     Grid Az
 FO1173:SPC NM C     -  I25 13                                   184 31 06.0
 FO1173:UTM  13      -  I25 13                                   185 14 19.3
 FO1173
 FO1173|---------------------------------------------------------------------|
 FO1173| PID    Reference Object                     Distance      Geod. Az  |
 FO1173|                                                           dddmmss.s |
 FO1173| FO1179 I25 13                              APPROX. 0.8 KM 1841935.7 |
 FO1173|---------------------------------------------------------------------|
 FO1173
 FO1173                          SUPERSEDED SURVEY CONTROL
 FO1173
 FO1173  NAD 83(1986)-  35 10 53.29177(N)    106 34 57.99593(W) AD(       ) 2
 FO1173  NAD 27      -  35 10 53.13424(N)    106 34 55.90726(W) AD(       ) 2
 FO1173  NGVD 29 (07/19/86) 1582.98   (m)         5193.5    (f) LEVELING    3  
 FO1173
 FO1173.Superseded values are not recommended for survey control.
 FO1173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1173.See file dsdata.txt to determine how the superseded data were derived.
 FO1173
 FO1173_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU5588294315(NAD 83)
 FO1173_MARKER: DD = SURVEY DISK
 FO1173_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FO1173_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FO1173_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO1173+STABILITY: SURFACE MOTION
 FO1173
 FO1173  HISTORY     - Date     Condition        Report By
 FO1173  HISTORY     - 1969     MONUMENTED       NMHD
 FO1173  HISTORY     - 20050130 MARK NOT FOUND   GEOCAC
 FO1173
 FO1173                          STATION DESCRIPTION
 FO1173
 FO1173'DESCRIBED BY NM HIGHWAY DEPT 1969 (SRC)
 FO1173'THE STATION IS LOCATED 2.55 MILES SOUTH OF THE BERNALILLO/SANDOVAL
 FO1173'COUNTY LINE, AND 1.60 MILE SOUTH OF THE TRAMWAY ROAD BRIDGE
 FO1173'(NM-422) ON THE WEST FRONTAGE ROAD.
 FO1173'
 FO1173'TO REACH THE STATION FROM THE INTERSECTION OF CENTRAL AND
 FO1173'THE RAILROAD (DOWNTOWN ALBUQUERQUE), GO EAST ON CENTRAL (U.S.-66)
 FO1173'FOR 0.6 MILE AND THEN GO NORTH ON I-25.  TRAVEL NORTH ON I-25
 FO1173'FOR 8.85 MILES, THEN TAKE THE TRAMWAY ROAD EXIT (NM-422).
 FO1173'AT THE STOP SIGN TURN WEST AND PASS UNDER THE BRIDGE.  GO
 FO1173'WEST ON TRAMWAY ROAD FOR 0.35 MILE AND THEN GO NORTH ON THE
 FO1173'WEST FRONTAGE ROAD.  GO NORTH ON THE FRONTAGE ROAD FOR 1.65
 FO1173'MILE.  THE STATION IS THEN LOCATED TO THE WEST OF THIS POINT.
 FO1173'THE MONUMENT IS APPROXIMATELY 12 FT SOUTH OF CATTLEGUARD
 FO1173'IN THE R/W FENCE WEST OF THE WEST FRONTAGE ROAD.  (THIS IS
 FO1173'ALSO 0.5 MILE NORTH OF THE LOS ANGELES DRIVE AND THE WEST
 FO1173'FRONTAGE INTERSECTION ON THE WEST FRONTAGE ROAD.)
 FO1173'
 FO1173'THE MONUMENT IS A STANDARD STATE HIGHWAY COMMISSION DISK
 FO1173'STAMPED STA. I-25-12 AND IS FLUSH WITH THE GROUND.
 FO1173'
 FO1173'FOR THE DESCRIPTION TO STATIONS I-25-11 AND I-25-13, SEE
 FO1173'THE TRAVERSE SHEETS I-25-11 AND I-25-13.
 FO1173
 FO1173                          STATION RECOVERY (2005)
 FO1173
 FO1173'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 FO1173'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1041 ***********************************************************************
 FO1041  DESIGNATION -  I25 12N
 FO1041  PID         -  FO1041
 FO1041  STATE/COUNTY-  NM/SANDOVAL
 FO1041  USGS QUAD   -  SAN FELIPE PUEBLO (1990)
 FO1041
 FO1041                         *CURRENT SURVEY CONTROL
 FO1041  ___________________________________________________________________
 FO1041* NAD 83(1992)-  35 25 29.02231(N)    106 23 29.26175(W)     ADJUSTED  
 FO1041* NAVD 88     -      1657.34   (+/-2cm)    5437.5    (feet)  VERTCON   
 FO1041  ___________________________________________________________________
 FO1041  LAPLACE CORR-           5.23  (seconds)                    DEFLEC99
 FO1041  GEOID HEIGHT-         -20.55  (meters)                     GEOID03
 FO1041
 FO1041  HORZ ORDER  -  SECOND
 FO1041  VERT ORDER  -  THIRD ? (See Below)
 FO1041
 FO1041.The horizontal coordinates were established by classical geodetic methods
 FO1041.and adjusted by the National Geodetic Survey in December 1993..
 FO1041
 FO1041.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1041.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1041.The vertical order pertains to the NGVD 29 superseded value.
 FO1041
 FO1041.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1041
 FO1041.The geoid height was determined by GEOID03.
 FO1041
 FO1041;                    North         East     Units Scale Factor Converg.
 FO1041;SPC NM C     -   490,699.965   487,154.593   MT  0.99990203   -0 04 55.2
 FO1041;SPC NM C     - 1,609,904.80  1,598,273.03   sFT  0.99990203   -0 04 55.2
 FO1041;UTM  13      - 3,921,034.658   373,682.305   MT  0.99979663   -0 48 23.9
 FO1041
 FO1041!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1041!SPC NM C     -   0.99974316  x   0.99990203  =   0.99964521
 FO1041!UTM  13      -   0.99974316  x   0.99979663  =   0.99953984
 FO1041
 FO1041:                Primary Azimuth Mark                     Grid Az
 FO1041:SPC NM C     -  I25 13N                                  049 05 06.5
 FO1041:UTM  13      -  I25 13N                                  049 48 35.2
 FO1041
 FO1041|---------------------------------------------------------------------|
 FO1041| PID    Reference Object                     Distance      Geod. Az  |
 FO1041|                                                           dddmmss.s |
 FO1041| FO1040 I25 13N                             APPROX. 1.1 KM 0490011.3 |
 FO1041|---------------------------------------------------------------------|
 FO1041
 FO1041                          SUPERSEDED SURVEY CONTROL
 FO1041
 FO1041  NAD 83(1986)-  35 25 29.02787(N)    106 23 29.26472(W) AD(       ) 2
 FO1041  NAD 27      -  35 25 28.89376(N)    106 23 27.17510(W) AD(       ) 2
 FO1041  NGVD 29 (07/19/86) 1656.44   (m)         5434.5    (f) LEVELING    3  
 FO1041
 FO1041.Superseded values are not recommended for survey control.
 FO1041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1041.See file dsdata.txt to determine how the superseded data were derived.
 FO1041
 FO1041_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV7368221035(NAD 83)
 FO1041_MARKER: DD = SURVEY DISK
 FO1041_SETTING: 0 = UNSPECIFIED SETTING
 FO1041_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FO1041
 FO1041  HISTORY     - Date     Condition        Report By
 FO1041  HISTORY     - 1974     MONUMENTED       NMHD
 FO1041
 FO1041                          STATION DESCRIPTION
 FO1041
 FO1041'DESCRIBED BY NM HIGHWAY DEPT 1974 (SRC)
 FO1041'THE STATION IS LOCATED APPROXIMATELY 27 MILES NORTH OF ALBUQUERQUE
 FO1041'ON HIGHWAY I-25.
 FO1041'
 FO1041'TO REACH THE STATION FROM THE I-25 AND S.R. 44 HIGHWAY INTERCHANGE
 FO1041'EAST OF BERNALILLO, GO 11.35 MILES NORTH ALONG HIGHWAY I-25.  THE
 FO1041'STATION IS LOCATED ON THE RIGHT, 22 FEET WEST OF EXISTING RIGHT
 FO1041'OF WAY FENCE AND 2 FEET WEST OF PROPOSED NEW EAST RIGHT OF WAY
 FO1041'LINE.
 FO1041'
 FO1041'THE MONUMENT IS A NEW MEXICO STATE HIGHWAY COMMISSION STANDARD
 FO1041'DISC, STAMPED I-25-12N, SET IN CONCRETE FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1179 ***********************************************************************
 FO1179  DESIGNATION -  I25 13
 FO1179  PID         -  FO1179
 FO1179  STATE/COUNTY-  NM/BERNALILLO
 FO1179  USGS QUAD   -  ALAMEDA (1990)
 FO1179
 FO1179                         *CURRENT SURVEY CONTROL
 FO1179  ___________________________________________________________________
 FO1179* NAD 83(1992)-  35 10 27.66077(N)    106 35 00.35554(W)     ADJUSTED  
 FO1179* NAVD 88     -      1587.58   (+/-2cm)    5208.6    (feet)  VERTCON   
 FO1179  ___________________________________________________________________
 FO1179  LAPLACE CORR-          10.00  (seconds)                    DEFLEC99
 FO1179  GEOID HEIGHT-         -20.94  (meters)                     GEOID03
 FO1179
 FO1179  HORZ ORDER  -  SECOND
 FO1179  VERT ORDER  -  THIRD ? (See Below)
 FO1179
 FO1179.The horizontal coordinates were established by classical geodetic methods
 FO1179.and adjusted by the National Geodetic Survey in December 1993..
 FO1179
 FO1179.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1179.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1179.The vertical order pertains to the NGVD 29 superseded value.
 FO1179
 FO1179.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1179
 FO1179.The geoid height was determined by GEOID03.
 FO1179
 FO1179;                    North         East     Units Scale Factor Converg.
 FO1179;SPC NM C     -   462,965.981   469,629.279   MT  0.99991136   -0 11 31.5
 FO1179;SPC NM C     - 1,518,914.22  1,540,775.39   sFT  0.99991136   -0 11 31.5
 FO1179;UTM  13      - 3,893,526.059   355,810.129   MT  0.99985623   -0 54 44.3
 FO1179
 FO1179!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1179!SPC NM C     -   0.99975415  x   0.99991136  =   0.99966554
 FO1179!UTM  13      -   0.99975415  x   0.99985623  =   0.99961042
 FO1179
 FO1179:                Primary Azimuth Mark                     Grid Az
 FO1179:SPC NM C     -  I25 12                                   004 31 05.8
 FO1179:UTM  13      -  I25 12                                   005 14 18.6
 FO1179
 FO1179|---------------------------------------------------------------------|
 FO1179| PID    Reference Object                     Distance      Geod. Az  |
 FO1179|                                                           dddmmss.s |
 FO1179| FO1173 I25 12                              APPROX. 0.8 KM 0041934.3 |
 FO1179|---------------------------------------------------------------------|
 FO1179
 FO1179                          SUPERSEDED SURVEY CONTROL
 FO1179
 FO1179  NAD 83(1986)-  35 10 27.66665(N)    106 35 00.35709(W) AD(       ) 2
 FO1179  NAD 27      -  35 10 27.50843(N)    106 34 58.26885(W) AD(       ) 2
 FO1179  NGVD 29 (07/19/86) 1586.74   (m)         5205.8    (f) LEVELING    3  
 FO1179
 FO1179.Superseded values are not recommended for survey control.
 FO1179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1179.See file dsdata.txt to determine how the superseded data were derived.
 FO1179
 FO1179_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU5581093526(NAD 83)
 FO1179_MARKER: DD = SURVEY DISK
 FO1179_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FO1179_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FO1179_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO1179+STABILITY: SURFACE MOTION
 FO1179
 FO1179  HISTORY     - Date     Condition        Report By
 FO1179  HISTORY     - 1969     MONUMENTED       NMHD
 FO1179  HISTORY     - 20050130 MARK NOT FOUND   GEOCAC
 FO1179
 FO1179                          STATION DESCRIPTION
 FO1179
 FO1179'DESCRIBED BY NM HIGHWAY DEPT 1969 (SRC)
 FO1179'THE STATION IS LOCATED 3.10 MILES SOUTH OF THE BERNALILLO/SANDOVAL
 FO1179'COUNTY LINE.  IT IS AT THE INTERSECTION OF LOS ANGLES BRIDGE
 FO1179'OVER I-25.
 FO1179'
 FO1179'TO REACH THE STATION FROM THE INTERSECTION OF CENTRAL AND THE
 FO1179'RAILROAD (DOWNTOWN ALBUQUERQUE), GO EAST ON CENTRAL (U.S.-66)
 FO1179'FOR 0.6 MILE AND THEN GO NORTH ON I-25.  TRAVEL NORTH ON I-25
 FO1179'FOR 8.85 MILES THEN TAKE THE TRAMWAY ROAD EXIT (NM-422).  AT
 FO1179'THE STOP SIGN TURN EAST ON TRAMWAY ROAD.  AFTER .05 MILE
 FO1179'TURN SOUTH ON THE EAST FRONTAGE ROAD.  TRAVEL SOUTH ON THE
 FO1179'FRONTAGE ROAD FOR 3.10 MILES.  AT THE STOP SIGN TURN WEST
 FO1179'ON LOS ANGLES DRIVE.  THE STATION IS LOCATED NORTH OF THE
 FO1179'EAST END OF THE BRIDGE.
 FO1179'
 FO1179'THE MONUMENT IS A STANDARD STATE HIGHWAY COMMISSION DISK
 FO1179'STAMPED STA. I-25-13 AND IS FLUSH WITH THE GROUND.
 FO1179'
 FO1179'FOR THE DESCRIPTION OF THE STATION HEAVEN, SEE THE TRIANGULATION
 FO1179'STATION HEAVEN FOR THE STATIONS I-25-12 AND I-25-14, SEE
 FO1179'THE TRAVERSE STATIONS I-25-12 AND I-25-14.
 FO1179
 FO1179                          STATION RECOVERY (2005)
 FO1179
 FO1179'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 FO1179'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1040 ***********************************************************************
 FO1040  DESIGNATION -  I25 13N
 FO1040  PID         -  FO1040
 FO1040  STATE/COUNTY-  NM/SANDOVAL
 FO1040  USGS QUAD   -  SAN FELIPE PUEBLO (1990)
 FO1040
 FO1040                         *CURRENT SURVEY CONTROL
 FO1040  ___________________________________________________________________
 FO1040* NAD 83(1992)-  35 25 52.57000(N)    106 22 56.15929(W)     ADJUSTED  
 FO1040* NAVD 88     -      1654.93   (+/-2cm)    5429.5    (feet)  VERTCON   
 FO1040  ___________________________________________________________________
 FO1040  LAPLACE CORR-           5.28  (seconds)                    DEFLEC99
 FO1040  GEOID HEIGHT-         -20.54  (meters)                     GEOID03
 FO1040
 FO1040  HORZ ORDER  -  SECOND
 FO1040  VERT ORDER  -  THIRD ? (See Below)
 FO1040
 FO1040.The horizontal coordinates were established by classical geodetic methods
 FO1040.and adjusted by the National Geodetic Survey in December 1993..
 FO1040
 FO1040.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1040.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1040.The vertical order pertains to the NGVD 29 superseded value.
 FO1040
 FO1040.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1040
 FO1040.The geoid height was determined by GEOID03.
 FO1040
 FO1040;                    North         East     Units Scale Factor Converg.
 FO1040;SPC NM C     -   491,424.454   487,990.527   MT  0.99990178   -0 04 36.0
 FO1040;SPC NM C     - 1,612,281.73  1,601,015.59   sFT  0.99990178   -0 04 36.0
 FO1040;UTM  13      - 3,921,748.439   374,527.245   MT  0.99979401   -0 48 05.2
 FO1040
 FO1040!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1040!SPC NM C     -   0.99974353  x   0.99990178  =   0.99964534
 FO1040!UTM  13      -   0.99974353  x   0.99979401  =   0.99953760
 FO1040
 FO1040:                Primary Azimuth Mark                     Grid Az
 FO1040:SPC NM C     -  I25 12N                                  229 05 06.5
 FO1040:UTM  13      -  I25 12N                                  229 48 35.7
 FO1040
 FO1040|---------------------------------------------------------------------|
 FO1040| PID    Reference Object                     Distance      Geod. Az  |
 FO1040|                                                           dddmmss.s |
 FO1040| FO1041 I25 12N                             APPROX. 1.1 KM 2290030.5 |
 FO1040|---------------------------------------------------------------------|
 FO1040
 FO1040                          SUPERSEDED SURVEY CONTROL
 FO1040
 FO1040  NAD 83(1986)-  35 25 52.57552(N)    106 22 56.16230(W) AD(       ) 2
 FO1040  NAD 27      -  35 25 52.44164(N)    106 22 54.07286(W) AD(       ) 2
 FO1040  NGVD 29 (07/19/86) 1654.03   (m)         5426.6    (f) LEVELING    3  
 FO1040
 FO1040.Superseded values are not recommended for survey control.
 FO1040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1040.See file dsdata.txt to determine how the superseded data were derived.
 FO1040
 FO1040_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV7452721748(NAD 83)
 FO1040_MARKER: DD = SURVEY DISK
 FO1040_SETTING: 0 = UNSPECIFIED SETTING
 FO1040_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FO1040
 FO1040  HISTORY     - Date     Condition        Report By
 FO1040  HISTORY     - 1974     MONUMENTED       NMHD
 FO1040
 FO1040                          STATION DESCRIPTION
 FO1040
 FO1040'DESCRIBED BY NM HIGHWAY DEPT 1974 (SRC)
 FO1040'THE STATION IS LOCATED APPROXIMATELY 27.5 MILES NORTH OF
 FO1040'ALBUQUERQUE ON HIGHWAY I-25.
 FO1040'
 FO1040'TO REACH THE STATION FROM THE I-25 AND S.R. 44 HIGHWAY
 FO1040'INTERCHANGE EAST OF BERNALILLO, GO 11.9 MILES NORTH ALONG HIGHWAY
 FO1040'I-25.  THE STATION IS LOCATED ON THE RIGHT, 3 FEET WEST OF PROPOSED
 FO1040'NEW EAST RIGHT OF WAY STATION 463+00.
 FO1040'
 FO1040'THE MONUMENT IS A NEW MEXICO STATE HIGHWAY COMMISSION STANDARD
 FO1040'DISC, STAMPED I-25-13N, SET IN CONCRETE FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1135 ***********************************************************************
 FO1135  DESIGNATION -  I25 14
 FO1135  PID         -  FO1135
 FO1135  STATE/COUNTY-  NM/BERNALILLO
 FO1135  USGS QUAD   -  ALAMEDA (1990)
 FO1135
 FO1135                         *CURRENT SURVEY CONTROL
 FO1135  ___________________________________________________________________
 FO1135* NAD 83(1992)-  35 09 48.16310(N)    106 35 08.64230(W)     ADJUSTED  
 FO1135* NAVD 88     -      1584.91   (+/-2cm)    5199.8    (feet)  VERTCON   
 FO1135  ___________________________________________________________________
 FO1135  LAPLACE CORR-           9.87  (seconds)                    DEFLEC99
 FO1135  GEOID HEIGHT-         -20.96  (meters)                     GEOID03
 FO1135
 FO1135  HORZ ORDER  -  SECOND
 FO1135  VERT ORDER  -  THIRD ? (See Below)
 FO1135
 FO1135.The horizontal coordinates were established by classical geodetic methods
 FO1135.and adjusted by the National Geodetic Survey in December 1993..
 FO1135
 FO1135.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1135.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1135.The vertical order pertains to the NGVD 29 superseded value.
 FO1135
 FO1135.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1135
 FO1135.The geoid height was determined by GEOID03.
 FO1135
 FO1135;                    North         East     Units Scale Factor Converg.
 FO1135;SPC NM C     -   461,749.575   469,415.503   MT  0.99991152   -0 11 36.1
 FO1135;SPC NM C     - 1,514,923.40  1,540,074.03   sFT  0.99991152   -0 11 36.1
 FO1135;UTM  13      - 3,892,312.502   355,581.094   MT  0.99985704   -0 54 48.2
 FO1135
 FO1135!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1135!SPC NM C     -   0.99975458  x   0.99991152  =   0.99966612
 FO1135!UTM  13      -   0.99975458  x   0.99985704  =   0.99961165
 FO1135
 FO1135:                Primary Azimuth Mark                     Grid Az
 FO1135:SPC NM C     -  I25 15                                   201 51 09.0
 FO1135:UTM  13      -  I25 15                                   202 34 21.1
 FO1135
 FO1135|---------------------------------------------------------------------|
 FO1135| PID    Reference Object                     Distance      Geod. Az  |
 FO1135|                                                           dddmmss.s |
 FO1135| FO1167 I25 15                              415.076 METERS 2013932.9 |
 FO1135|---------------------------------------------------------------------|
 FO1135
 FO1135                          SUPERSEDED SURVEY CONTROL
 FO1135
 FO1135  NAD 83(1986)-  35 09 48.16894(N)    106 35 08.64381(W) AD(       ) 2
 FO1135  NAD 27      -  35 09 48.00962(N)    106 35 06.55523(W) AD(       ) 2
 FO1135  NGVD 29 (07/19/86) 1584.07   (m)         5197.1    (f) LEVELING    3  
 FO1135
 FO1135.Superseded values are not recommended for survey control.
 FO1135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1135.See file dsdata.txt to determine how the superseded data were derived.
 FO1135
 FO1135_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU5558192313(NAD 83)
 FO1135_MARKER: DD = SURVEY DISK
 FO1135_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FO1135_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FO1135_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO1135+STABILITY: SURFACE MOTION
 FO1135_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FO1135+SATELLITE: SATELLITE OBSERVATIONS - October 25, 2004
 FO1135
 FO1135  HISTORY     - Date     Condition        Report By
 FO1135  HISTORY     - 1969     MONUMENTED       CGS
 FO1135  HISTORY     - 20041025 GOOD             NGS
 FO1135
 FO1135                          STATION DESCRIPTION
 FO1135
 FO1135'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (SRC)
 FO1135'THIS POINT IS LOCATED IN FRONT OF THE NEW MEXICO STATE HIGHWAY
 FO1135'COMMISSIONS OFFICE ON THE EAST FRONTAGE ROAD OF I-25.
 FO1135'
 FO1135'TO REACH THE STATION FROM THE INTERSECTION OF CENTRAL AND
 FO1135'THE RAILROAD TRACKS (DOWNTOWN ALBUQUERQUE) GO EAST ON CENTRAL
 FO1135'(U.S.-66) FOR 0.6 MILE THEN TURN NORTH ON I-25.  TRAVEL NORTH
 FO1135'ON I-25 FOR 5.75 MILES THEN TAKE THE SAN MATEO EXIT.  AT
 FO1135'THE STOP SIGN TURN EAST ON SAN MATEO GO EAST FOR 0.1 MILE THEN
 FO1135'TURN NORTH ON THE EAST FRONTAGE ROAD OF I-25.  TRAVEL NORTH
 FO1135'FOR 0.75 MILE.  THE HIGHWAY COMMISSION OFFICE DISTRICT 3
 FO1135'IS AT THIS POINT.  THE STATION IS NEAR THE INTERSECTION OF
 FO1135'THE EAST R/W AND THE NORTH CURB OF THE SOUTH ENTRANCE TO THE
 FO1135'NEW MEXICO STATE HIGHWAY COMMISSION DISTRICT OFFICE.
 FO1135'
 FO1135'THE MONUMENT IS A STANDARD STATE HIGHWAY COMMISSION DISK
 FO1135'STAMPED STA. I-25-14 AND IS FLUSH WITH THE GROUND.
 FO1135'
 FO1135'FOR THE DESCRIPTION TO STATIONS I-25-13 AND I-25-15, SEE
 FO1135'THE TRAVERSE STATIONS I-25-13 AND I-25-15.
 FO1135
 FO1135                          STATION RECOVERY (2004)
 FO1135
 FO1135'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (DRD)
 FO1135'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1027 ***********************************************************************
 FO1027  DESIGNATION -  I25 14N
 FO1027  PID         -  FO1027
 FO1027  STATE/COUNTY-  NM/SANDOVAL
 FO1027  USGS QUAD   -  SAN FELIPE PUEBLO NE (1990)
 FO1027
 FO1027                         *CURRENT SURVEY CONTROL
 FO1027  ___________________________________________________________________
 FO1027* NAD 83(1992)-  35 26 47.47888(N)    106 21 40.48575(W)     ADJUSTED  
 FO1027* NAVD 88     -      1672.15   (+/-2cm)    5486.0    (feet)  VERTCON   
 FO1027  ___________________________________________________________________
 FO1027  LAPLACE CORR-           5.55  (seconds)                    DEFLEC99
 FO1027  GEOID HEIGHT-         -20.50  (meters)                     GEOID03
 FO1027
 FO1027  HORZ ORDER  -  SECOND
 FO1027  VERT ORDER  -  THIRD ? (See Below)
 FO1027
 FO1027.The horizontal coordinates were established by classical geodetic methods
 FO1027.and adjusted by the National Geodetic Survey in December 1993..
 FO1027
 FO1027.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1027.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1027.The vertical order pertains to the NGVD 29 superseded value.
 FO1027
 FO1027.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1027
 FO1027.The geoid height was determined by GEOID03.
 FO1027
 FO1027;                    North         East     Units Scale Factor Converg.
 FO1027;SPC NM C     -   493,114.175   489,901.037   MT  0.99990126   -0 03 52.3
 FO1027;SPC NM C     - 1,617,825.42  1,607,283.65   sFT  0.99990126   -0 03 52.3
 FO1027;UTM  13      - 3,923,413.670   376,458.766   MT  0.99978808   -0 47 22.4
 FO1027
 FO1027!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1027!SPC NM C     -   0.99974083  x   0.99990126  =   0.99964211
 FO1027!UTM  13      -   0.99974083  x   0.99978808  =   0.99952896
 FO1027
 FO1027:                Primary Azimuth Mark                     Grid Az
 FO1027:SPC NM C     -  I25 15N                                  062 04 36.1
 FO1027:UTM  13      -  I25 15N                                  062 48 06.2
 FO1027
 FO1027|---------------------------------------------------------------------|
 FO1027| PID    Reference Object                     Distance      Geod. Az  |
 FO1027|                                                           dddmmss.s |
 FO1027| FO1026 I25 15N                             APPROX. 0.5 KM 0620043.8 |
 FO1027|---------------------------------------------------------------------|
 FO1027
 FO1027                          SUPERSEDED SURVEY CONTROL
 FO1027
 FO1027  NAD 83(1986)-  35 26 47.48435(N)    106 21 40.48882(W) AD(       ) 2
 FO1027  NAD 27      -  35 26 47.35082(N)    106 21 38.39997(W) AD(       ) 2
 FO1027  NGVD 29 (07/19/86) 1671.24   (m)         5483.1    (f) LEVELING    3  
 FO1027
 FO1027.Superseded values are not recommended for survey control.
 FO1027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1027.See file dsdata.txt to determine how the superseded data were derived.
 FO1027
 FO1027_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV7645923414(NAD 83)
 FO1027_MARKER: DD = SURVEY DISK
 FO1027_SETTING: 0 = UNSPECIFIED SETTING
 FO1027_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FO1027
 FO1027  HISTORY     - Date     Condition        Report By
 FO1027  HISTORY     - 1974     MONUMENTED       NMHD
 FO1027
 FO1027                          STATION DESCRIPTION
 FO1027
 FO1027'DESCRIBED BY NM HIGHWAY DEPT 1974 (SRC)
 FO1027'THE STATION IS LOCATED APPROXIMATELY 29 MILES NORTH OF ALBUQUERQUE
 FO1027'ON HIGHWAY I-25.
 FO1027'
 FO1027'TO REACH THE STATION FROM THE I-25 AND S.R. 44 HIGHWAY INTERCHANGE
 FO1027'EAST OF BERNALILLO, GO 13.5 MILES NORTH ALONG HIGHWAY I-25.  THE
 FO1027'STATION IS LOCATED ON THE RIGHT, 31 FEET WEST OF EXISTING EAST
 FO1027'RIGHT OF WAY FENCE AND 2 FEET WEST OF PROPOSED NEW EAST RIGHT OF
 FO1027'WAY LINE.
 FO1027'
 FO1027'THE MONUMENT IS A NEW MEXICO STATE HIGHWAY COMMISSION STANDARD
 FO1027'DISC, STAMPED I-25-14N, SET IN CONCRETE FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1167 ***********************************************************************
 FO1167  DESIGNATION -  I25 15
 FO1167  PID         -  FO1167
 FO1167  STATE/COUNTY-  NM/BERNALILLO
 FO1167  USGS QUAD   -  ALAMEDA (1990)
 FO1167
 FO1167                         *CURRENT SURVEY CONTROL
 FO1167  ___________________________________________________________________
 FO1167* NAD 83(1992)-  35 09 35.64524(N)    106 35 14.69554(W)     ADJUSTED  
 FO1167* NAVD 88     -      1583.94   (+/-2cm)    5196.6    (feet)  VERTCON   
 FO1167  ___________________________________________________________________
 FO1167  LAPLACE CORR-           9.75  (seconds)                    DEFLEC99
 FO1167  GEOID HEIGHT-         -20.98  (meters)                     GEOID03
 FO1167
 FO1167  HORZ ORDER  -  SECOND
 FO1167  VERT ORDER  -  THIRD ? (See Below)
 FO1167
 FO1167.The horizontal coordinates were established by classical geodetic methods
 FO1167.and adjusted by the National Geodetic Survey in December 1993..
 FO1167
 FO1167.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1167.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1167.The vertical order pertains to the NGVD 29 superseded value.
 FO1167
 FO1167.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1167
 FO1167.The geoid height was determined by GEOID03.
 FO1167
 FO1167;                    North         East     Units Scale Factor Converg.
 FO1167;SPC NM C     -   461,364.358   469,261.018   MT  0.99991164   -0 11 39.5
 FO1167;SPC NM C     - 1,513,659.56  1,539,567.19   sFT  0.99991164   -0 11 39.5
 FO1167;UTM  13      - 3,891,929.278   355,421.789   MT  0.99985761   -0 54 51.4
 FO1167
 FO1167!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1167!SPC NM C     -   0.99975473  x   0.99991164  =   0.99966639
 FO1167!UTM  13      -   0.99975473  x   0.99985761  =   0.99961238
 FO1167
 FO1167:                Primary Azimuth Mark                     Grid Az
 FO1167:SPC NM C     -  I25 14                                   021 51 08.9
 FO1167:UTM  13      -  I25 14                                   022 34 20.8
 FO1167
 FO1167|---------------------------------------------------------------------|
 FO1167| PID    Reference Object                     Distance      Geod. Az  |
 FO1167|                                                           dddmmss.s |
 FO1167| FO1135 I25 14                              415.076 METERS 0213929.4 |
 FO1167| FO1133 I25 16                              APPROX. 0.7 KM 1883055.2 |
 FO1167|---------------------------------------------------------------------|
 FO1167
 FO1167                          SUPERSEDED SURVEY CONTROL
 FO1167
 FO1167  NAD 83(1986)-  35 09 35.65106(N)    106 35 14.69704(W) AD(       ) 2
 FO1167  NAD 27      -  35 09 35.49081(N)    106 35 12.60846(W) AD(       ) 2
 FO1167  NGVD 29 (07/19/86) 1583.10   (m)         5193.9    (f) LEVELING    3  
 FO1167
 FO1167.Superseded values are not recommended for survey control.
 FO1167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1167.See file dsdata.txt to determine how the superseded data were derived.
 FO1167
 FO1167_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU5542291929(NAD 83)
 FO1167_MARKER: DD = SURVEY DISK
 FO1167_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FO1167_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FO1167_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO1167+STABILITY: SURFACE MOTION
 FO1167
 FO1167  HISTORY     - Date     Condition        Report By
 FO1167  HISTORY     - 1969     MONUMENTED       NMHD
 FO1167  HISTORY     - 20050130 MARK NOT FOUND   GEOCAC
 FO1167
 FO1167                          STATION DESCRIPTION
 FO1167
 FO1167'DESCRIBED BY NM HIGHWAY DEPT 1969 (SRC)
 FO1167'THIS STATION IS LOCATED ON THE WEST FRONTAGE ROAD OF I-25
 FO1167'APPROXIMATELY 0.45 MILE NORTH OF THE SAN MATEO EXCHANGE.
 FO1167'
 FO1167'TO REACH THE STATION FROM THE INTERSECTION OF CENTRAL AND
 FO1167'THE RAILROAD TRACKS (DOWNTOWN ALBUQUERQUE) GO EAST ON CENTRAL
 FO1167'(U.S.-66) FOR 0.6 MILE, THEN TURN NORTH ON I-25.  TRAVEL
 FO1167'NORTH ON I-25 FOR 5.75 MILES THEN TAKE THE SAN MATEO EXIT.
 FO1167'AT THE STOP SIGN TURN WEST ON SAN MATEO GO WEST ON SAN MATEO
 FO1167'FOR 0.15 MILE AND THEN TURN NORTH ON THE WEST FRONTAGE ROAD
 FO1167'OF I-25.  GO NORTH ON THE WEST FRONTAGE ROAD FOR 0.45 MILE.
 FO1167'THE STATION IS THEN LOCATED TO THE EAST OF THIS POINT.  THE
 FO1167'STATION IS BETWEEN THE SOUTH-BOUND LANE OF THE FREEWAY AND
 FO1167'THE WEST FRONTAGE ROAD APPROXIMATELY 32 FT EAST OF THE
 FO1167'CENTERLINE OF EXISTING FRONTAGE ROAD.  AND APPROXIMATELY 10 FT
 FO1167'SOUTH OF SANITARY SEWER MANHOLE.
 FO1167'
 FO1167'THE MONUMENT IS A STANDARD STATE HIGHWAY COMMISSION DISK
 FO1167'STAMPED STA. I-25-15 AND IS FLUSH WITH THE GROUND.
 FO1167'
 FO1167'FOR THE DESCRIPTION TO STATIONS I-25-14 AND I-25-16, SEE
 FO1167'TRAVERSE STATIONS I-25-14 AND I-25-16.
 FO1167
 FO1167                          STATION RECOVERY (2005)
 FO1167
 FO1167'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 FO1167'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1026 ***********************************************************************
 FO1026  DESIGNATION -  I25 15N
 FO1026  PID         -  FO1026
 FO1026  STATE/COUNTY-  NM/SANDOVAL
 FO1026  USGS QUAD   -  SAN FELIPE PUEBLO NE (1990)
 FO1026
 FO1026                         *CURRENT SURVEY CONTROL
 FO1026  ___________________________________________________________________
 FO1026* NAD 83(1992)-  35 26 55.19649(N)    106 21 22.73773(W)     ADJUSTED  
 FO1026* NAVD 88     -      1678.84   (+/-2cm)    5508.0    (feet)  VERTCON   
 FO1026  ___________________________________________________________________
 FO1026  LAPLACE CORR-           5.56  (seconds)                    DEFLEC99
 FO1026  GEOID HEIGHT-         -20.49  (meters)                     GEOID03
 FO1026
 FO1026  HORZ ORDER  -  SECOND
 FO1026  VERT ORDER  -  THIRD ? (See Below)
 FO1026
 FO1026.The horizontal coordinates were established by classical geodetic methods
 FO1026.and adjusted by the National Geodetic Survey in December 1993..
 FO1026
 FO1026.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1026.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1026.The vertical order pertains to the NGVD 29 superseded value.
 FO1026
 FO1026.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1026
 FO1026.The geoid height was determined by GEOID03.
 FO1026
 FO1026;                    North         East     Units Scale Factor Converg.
 FO1026;SPC NM C     -   493,351.508   490,348.841   MT  0.99990115   -0 03 42.0
 FO1026;SPC NM C     - 1,618,604.07  1,608,752.82   sFT  0.99990115   -0 03 42.0
 FO1026;UTM  13      - 3,923,645.292   376,909.486   MT  0.99978671   -0 47 12.2
 FO1026
 FO1026!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1026!SPC NM C     -   0.99973977  x   0.99990115  =   0.99964095
 FO1026!UTM  13      -   0.99973977  x   0.99978671  =   0.99952654
 FO1026
 FO1026:                Primary Azimuth Mark                     Grid Az
 FO1026:SPC NM C     -  I25 14N                                  242 04 36.1
 FO1026:UTM  13      -  I25 14N                                  242 48 06.3
 FO1026
 FO1026|---------------------------------------------------------------------|
 FO1026| PID    Reference Object                     Distance      Geod. Az  |
 FO1026|                                                           dddmmss.s |
 FO1026| FO1027 I25 14N                             APPROX. 0.5 KM 2420054.1 |
 FO1026|---------------------------------------------------------------------|
 FO1026
 FO1026                          SUPERSEDED SURVEY CONTROL
 FO1026
 FO1026  NAD 83(1986)-  35 26 55.20193(N)    106 21 22.74085(W) AD(       ) 2
 FO1026  NAD 27      -  35 26 55.06850(N)    106 21 20.65204(W) AD(       ) 2
 FO1026  NGVD 29 (07/19/86) 1677.92   (m)         5505.0    (f) LEVELING    3  
 FO1026
 FO1026.Superseded values are not recommended for survey control.
 FO1026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1026.See file dsdata.txt to determine how the superseded data were derived.
 FO1026
 FO1026_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV7690923645(NAD 83)
 FO1026_MARKER: DD = SURVEY DISK
 FO1026_SETTING: 0 = UNSPECIFIED SETTING
 FO1026_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FO1026
 FO1026  HISTORY     - Date     Condition        Report By
 FO1026  HISTORY     - 1974     MONUMENTED       NMHD
 FO1026  HISTORY     - 20050225 MARK NOT FOUND   GEOCAC
 FO1026
 FO1026                          STATION DESCRIPTION
 FO1026
 FO1026'DESCRIBED BY NM HIGHWAY DEPT 1974 (SRC)
 FO1026'THE STATION IS LOCATED APPROXIMATELY 29.5 MILES NORTH OF ALBUQUERQUE
 FO1026'ON HIGHWAY I-25.
 FO1026'
 FO1026'TO REACH THE STATION FROM THE I-25 AND S.R. 44 HIGHWAY INTERCHANGE
 FO1026'EAST OF BERNALILLO, GO 13.8 MILES NORTH ALONG HIGHWAY I-25.  THE
 FO1026'STATION IS LOCATED ON THE RIGHT, 31 FEET WEST OF EXISTING EAST
 FO1026'RIGHT OF WAY FENCE AND 2 FEET WEST OF PROPOSED NEW EAST RIGHT OF
 FO1026'WAY LINE, APPROXIMATELY 250 FEET SOUTH OF MORMON BATTALION
 FO1026'MONUMENT, ON THE OPPOSITE SIDE OF ROAD.
 FO1026'
 FO1026'THE MONUMENT IS A NEW MEXICO STATE HIGHWAY COMMISSION STANDARD
 FO1026'DISC, STAMPED I-25-15N, SET IN CONCRETE FLUSH WITH GROUND.
 FO1026
 FO1026                          STATION RECOVERY (2005)
 FO1026
 FO1026'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 FO1026'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1133 ***********************************************************************
 FO1133  DESIGNATION -  I25 16
 FO1133  PID         -  FO1133
 FO1133  STATE/COUNTY-  NM/BERNALILLO
 FO1133  USGS QUAD   -  ALAMEDA (1990)
 FO1133
 FO1133                         *CURRENT SURVEY CONTROL
 FO1133  ___________________________________________________________________
 FO1133* NAD 83(1992)-  35 09 12.58409(N)    106 35 18.89965(W)     ADJUSTED  
 FO1133* NAVD 88     -      1584.50   (+/-2cm)    5198.5    (feet)  VERTCON   
 FO1133  ___________________________________________________________________
 FO1133  LAPLACE CORR-           9.65  (seconds)                    DEFLEC99
 FO1133  GEOID HEIGHT-         -20.99  (meters)                     GEOID03
 FO1133
 FO1133  HORZ ORDER  -  SECOND
 FO1133  VERT ORDER  -  THIRD ? (See Below)
 FO1133
 FO1133.The horizontal coordinates were established by classical geodetic methods
 FO1133.and adjusted by the National Geodetic Survey in December 1993..
 FO1133
 FO1133.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1133.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1133.The vertical order pertains to the NGVD 29 superseded value.
 FO1133
 FO1133.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1133
 FO1133.The geoid height was determined by GEOID03.
 FO1133
 FO1133;                    North         East     Units Scale Factor Converg.
 FO1133;SPC NM C     -   460,654.096   469,152.210   MT  0.99991172   -0 11 41.8
 FO1133;SPC NM C     - 1,511,329.31  1,539,210.21   sFT  0.99991172   -0 11 41.8
 FO1133;UTM  13      - 3,891,220.478   355,304.073   MT  0.99985803   -0 54 53.3
 FO1133
 FO1133!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1133!SPC NM C     -   0.99975465  x   0.99991172  =   0.99966639
 FO1133!UTM  13      -   0.99975465  x   0.99985803  =   0.99961271
 FO1133
 FO1133:                Primary Azimuth Mark                     Grid Az
 FO1133:SPC NM C     -  I25 15                                   008 42 34.6
 FO1133:UTM  13      -  I25 15                                   009 25 46.1
 FO1133
 FO1133|---------------------------------------------------------------------|
 FO1133| PID    Reference Object                     Distance      Geod. Az  |
 FO1133|                                                           dddmmss.s |
 FO1133| FO1167 I25 15                              APPROX. 0.7 KM 0083052.8 |
 FO1133|---------------------------------------------------------------------|
 FO1133
 FO1133                          SUPERSEDED SURVEY CONTROL
 FO1133
 FO1133  NAD 83(1986)-  35 09 12.58987(N)    106 35 18.90114(W) AD(       ) 2
 FO1133  NAD 27      -  35 09 12.42868(N)    106 35 16.81229(W) AD(       ) 2
 FO1133  NGVD 29 (07/19/86) 1583.66   (m)         5195.7    (f) LEVELING    3  
 FO1133
 FO1133.Superseded values are not recommended for survey control.
 FO1133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1133.See file dsdata.txt to determine how the superseded data were derived.
 FO1133
 FO1133_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU5530491220(NAD 83)
 FO1133_MARKER: DD = SURVEY DISK
 FO1133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FO1133_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FO1133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO1133+STABILITY: SURFACE MOTION
 FO1133
 FO1133  HISTORY     - Date     Condition        Report By
 FO1133  HISTORY     - 1969     MONUMENTED       NMHD
 FO1133
 FO1133                          STATION DESCRIPTION
 FO1133
 FO1133'DESCRIBED BY NM HIGHWAY DEPT 1969 (SRC)
 FO1133'THE STATION IS LOCATED AT THE SAN MATEO AND I-25 INTERCHANGE.
 FO1133'
 FO1133'TO REACH THE LOCATION FROM THE INTERSECTION OF CENTRAL AND
 FO1133'THE RAILROAD TRACKS (DOWNTOWN ALBUQUERQUE) GO EAST ON CENTRAL
 FO1133'(U.S.-66) FOR 0.6 MILE THEN TURN NORTH ON I-25.  TRAVEL NORTH
 FO1133'ON I-25 FOR 5.75 MILES.  THE STATION IS LOCATED APPROXIMATELY
 FO1133'IN THE CENTER OF THE MEDIAN BETWEEN THE NORTH ABUTMENTS OF
 FO1133'THE BRIDGES AT THE SAN MATEO AND I-25 INTERCHANGE.
 FO1133'
 FO1133'THE MONUMENT IS A STANDARD STATE HIGHWAY COMMISSION DISK
 FO1133'STAMPED STA. I-25-16, AND IS FLUSH WITH THE GROUND.
 FO1133'
 FO1133'FOR THE DESCRIPTION TO STATIONS HEAVEN AND REEVES, SEE
 FO1133'TRIANGULATION STATIONS HEAVEN AND REEVES.  FOR NM-361-1, I-25-17,
 FO1133'AND I-25-15, SEE TRAVERSE NM-361-1 I-25-17 AND I-25-15.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1025 ***********************************************************************
 FO1025  DESIGNATION -  I25 16N
 FO1025  PID         -  FO1025
 FO1025  STATE/COUNTY-  NM/SANDOVAL
 FO1025  USGS QUAD   -  SAN FELIPE PUEBLO NE (1990)
 FO1025
 FO1025                         *CURRENT SURVEY CONTROL
 FO1025  ___________________________________________________________________
 FO1025* NAD 83(1992)-  35 27 34.60685(N)    106 19 46.41640(W)     ADJUSTED  
 FO1025* NAVD 88     -      1706.55   (+/-2cm)    5598.9    (feet)  VERTCON   
 FO1025  ___________________________________________________________________
 FO1025  LAPLACE CORR-           5.89  (seconds)                    DEFLEC99
 FO1025  GEOID HEIGHT-         -20.42  (meters)                     GEOID03
 FO1025
 FO1025  HORZ ORDER  -  SECOND
 FO1025  VERT ORDER  -  THIRD ? (See Below)
 FO1025
 FO1025.The horizontal coordinates were established by classical geodetic methods
 FO1025.and adjusted by the National Geodetic Survey in December 1993..
 FO1025
 FO1025.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1025.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1025.The vertical order pertains to the NGVD 29 superseded value.
 FO1025
 FO1025.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1025
 FO1025.The geoid height was determined by GEOID03.
 FO1025
 FO1025;                    North         East     Units Scale Factor Converg.
 FO1025;SPC NM C     -   494,563.695   492,778.670   MT  0.99990064   -0 02 46.2
 FO1025;SPC NM C     - 1,622,581.06  1,616,724.69   sFT  0.99990064   -0 02 46.2
 FO1025;UTM  13      - 3,924,826.491   379,354.174   MT  0.99977937   -0 46 17.1
 FO1025
 FO1025!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1025!SPC NM C     -   0.99973542  x   0.99990064  =   0.99963608
 FO1025!UTM  13      -   0.99973542  x   0.99977937  =   0.99951484
 FO1025
 FO1025|---------------------------------------------------------------------|
 FO1025| PID    Reference Object                     Distance      Geod. Az  |
 FO1025|                                                           dddmmss.s |
 FO1025| FO1024 I25 17N                             354.638 METERS 06318     |
 FO1025|---------------------------------------------------------------------|
 FO1025
 FO1025                          SUPERSEDED SURVEY CONTROL
 FO1025
 FO1025  NAD 83(1986)-  35 27 34.61224(N)    106 19 46.41957(W) AD(       ) 2
 FO1025  NAD 27      -  35 27 34.47912(N)    106 19 44.33245(W) AD(       ) 2
 FO1025  NGVD 29 (07/19/86) 1705.62   (m)         5595.9    (f) LEVELING    3  
 FO1025
 FO1025.Superseded values are not recommended for survey control.
 FO1025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1025.See file dsdata.txt to determine how the superseded data were derived.
 FO1025
 FO1025_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV7935424826(NAD 83)
 FO1025_MARKER: DD = SURVEY DISK
 FO1025_SETTING: 0 = UNSPECIFIED SETTING
 FO1025_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FO1025
 FO1025  HISTORY     - Date     Condition        Report By
 FO1025  HISTORY     - 1974     MONUMENTED       NMHD
 FO1025
 FO1025                          STATION DESCRIPTION
 FO1025
 FO1025'DESCRIBED BY NM HIGHWAY DEPT 1974 (SRC)
 FO1025'THE STATION IS LOCATED APPROXIMATELY 31 MILES NORTH OF ALBUQUERQUE
 FO1025'ON HIGHWAY I-25.
 FO1025'
 FO1025'TO REACH THE STATION FROM THE I-25 AND S.R. 44 HIGHWAY INTERCHANGE
 FO1025'EAST OF BERNALILLO, GO 15.45 MILES NORTH ALONG HIGHWAY I-25.  THE
 FO1025'STATION IS LOCATED ON THE RIGHT, 2 FEET WEST OF EAST RIGHT OF WAY
 FO1025'FENCE, APPROXIMATELY 40 FEET WEST OF ANGLE STRUCTURE ON POWER
 FO1025'LINE, ON TOP OF KNOLL.
 FO1025'
 FO1025'THE MONUMENT IS A NEW MEXICO STATE HIGHWAY COMMISSION STANDARD
 FO1025'DISC, STAMPED I-25-16N, SET IN CONCRETE FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1184 ***********************************************************************
 FO1184  DESIGNATION -  I25 17
 FO1184  PID         -  FO1184
 FO1184  STATE/COUNTY-  NM/BERNALILLO
 FO1184  USGS QUAD   -  ALAMEDA (1990)
 FO1184
 FO1184                         *CURRENT SURVEY CONTROL
 FO1184  ___________________________________________________________________
 FO1184* NAD 83(1992)-  35 08 39.77288(N)    106 35 31.81381(W)     ADJUSTED  
 FO1184* NAVD 88     -      1577.68   (+/-2cm)    5176.1    (feet)  VERTCON   
 FO1184  ___________________________________________________________________
 FO1184  LAPLACE CORR-           9.38  (seconds)                    DEFLEC99
 FO1184  GEOID HEIGHT-         -21.02  (meters)                     GEOID03
 FO1184
 FO1184  HORZ ORDER  -  SECOND
 FO1184  VERT ORDER  -  THIRD ? (See Below)
 FO1184
 FO1184.The horizontal coordinates were established by classical geodetic methods
 FO1184.and adjusted by the National Geodetic Survey in December 1993..
 FO1184
 FO1184.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1184.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1184.The vertical order pertains to the NGVD 29 superseded value.
 FO1184
 FO1184.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1184
 FO1184.The geoid height was determined by GEOID03.
 FO1184
 FO1184;                    North         East     Units Scale Factor Converg.
 FO1184;SPC NM C     -   459,644.147   468,821.903   MT  0.99991198   -0 11 49.1
 FO1184;SPC NM C     - 1,508,015.84  1,538,126.53   sFT  0.99991198   -0 11 49.1
 FO1184;UTM  13      - 3,890,214.811   354,961.122   MT  0.99985926   -0 55 00.0
 FO1184
 FO1184!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1184!SPC NM C     -   0.99975572  x   0.99991198  =   0.99966772
 FO1184!UTM  13      -   0.99975572  x   0.99985926  =   0.99961501
 FO1184
 FO1184:                Primary Azimuth Mark                     Grid Az
 FO1184:SPC NM C     -  I25 18                                   226 14 54.8
 FO1184:UTM  13      -  I25 18                                   226 58 05.7
 FO1184
 FO1184|---------------------------------------------------------------------|
 FO1184| PID    Reference Object                     Distance      Geod. Az  |
 FO1184|                                                           dddmmss.s |
 FO1184| FO1165 I25 18                              APPROX. 1.0 KM 2260305.7 |
 FO1184|---------------------------------------------------------------------|
 FO1184
 FO1184                          SUPERSEDED SURVEY CONTROL
 FO1184
 FO1184  NAD 83(1986)-  35 08 39.77867(N)    106 35 31.81526(W) AD(       ) 2
 FO1184  NAD 27      -  35 08 39.61657(N)    106 35 29.72649(W) AD(       ) 2
 FO1184  NGVD 29 (07/19/86) 1576.85   (m)         5173.4    (f) LEVELING    3  
 FO1184
 FO1184.Superseded values are not recommended for survey control.
 FO1184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1184.See file dsdata.txt to determine how the superseded data were derived.
 FO1184
 FO1184_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU5496190215(NAD 83)
 FO1184_MARKER: DD = SURVEY DISK
 FO1184_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FO1184_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FO1184_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO1184+STABILITY: SURFACE MOTION
 FO1184_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FO1184+SATELLITE: SATELLITE OBSERVATIONS - October 25, 2004
 FO1184
 FO1184  HISTORY     - Date     Condition        Report By
 FO1184  HISTORY     - 1969     MONUMENTED       NMHD
 FO1184  HISTORY     - 20041025 GOOD             NGS
 FO1184
 FO1184                          STATION DESCRIPTION
 FO1184
 FO1184'DESCRIBED BY NM HIGHWAY DEPT 1969 (SRC)
 FO1184'THIS STATION IS LOCATED ON THE WEST FRONTAGE ROAD OF I-25
 FO1184'APPROXIMATELY 0.75 MILE SOUTH OF THE SAN MATEO AND I-25
 FO1184'INTERCHANGE.
 FO1184'
 FO1184'TO REACH THE LOCATION FROM THE INTERSECTION OF CENTRAL AND
 FO1184'THE RAILROAD TRACKS (DOWNTOWN ALBUQUERQUE), GO EAST ON CENTRAL
 FO1184'(U.S.-66) FOR 0.6 MILE THEN TURN NORTH ON I-25.  TRAVEL NORTH
 FO1184'ON I-25 FOR 5.75 MILES THEN TAKE THE SAN MATEO EXIT.  AT
 FO1184'THE STOP SIGN OF THE EXIT TURN WEST ON SAN MATEO.  GO WEST
 FO1184'ON SAN MATEO (OSUNA ROAD) FOR 0.2 MILE THEN TURN SOUTH ON
 FO1184'THE WEST FRONTAGE ROAD.  GO SOUTH ON THE WEST FRONTAGE ROAD
 FO1184'OF I-25 FOR 0.75 MILE.  THE STATION IS THEN TO THE WEST OF
 FO1184'THIS POINT.  IT IS APPROXIMATELY 2 FT EAST OF THE WEST R/W
 FO1184'FENCE AND APPROXIMATELY 10 FT NORTH OF PRIVATE ROAD WEST.
 FO1184'THE MONUMENT IS APPROXIMATELY 1 FT WEST OF THE CENTER OF
 FO1184'THE TWO EXISTING GUARD POLES.
 FO1184'
 FO1184'THE MONUMENT IS A STANDARD STATE HIGHWAY COMMISSION DISK
 FO1184'STAMPED STA. I-25-17, AND IS FLUSH WITH THE GROUND.
 FO1184'
 FO1184'FOR THE DESCRIPTION TO STATIONS I-25-16 AND I-25-18, SEE
 FO1184'THE TRAVERSE STATIONS I-25-16 AND I-25-18.
 FO1184
 FO1184                          STATION RECOVERY (2004)
 FO1184
 FO1184'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (DRD)
 FO1184'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1024 ***********************************************************************
 FO1024  DESIGNATION -  I25 17N
 FO1024  PID         -  FO1024
 FO1024  STATE/COUNTY-  NM/SANDOVAL
 FO1024  USGS QUAD   -  SAN FELIPE PUEBLO NE (1990)
 FO1024
 FO1024                         *CURRENT SURVEY CONTROL
 FO1024  ___________________________________________________________________
 FO1024* NAD 83(1992)-  35 27 39.77758(N)    106 19 33.85175(W)     ADJUSTED  
 FO1024* NAVD 88     -      1709.61   (+/-2cm)    5608.9    (feet)  VERTCON   
 FO1024  ___________________________________________________________________
 FO1024  LAPLACE CORR-           5.91  (seconds)                    DEFLEC99
 FO1024  GEOID HEIGHT-         -20.41  (meters)                     GEOID03
 FO1024
 FO1024  HORZ ORDER  -  SECOND
 FO1024  VERT ORDER  -  THIRD ? (See Below)
 FO1024
 FO1024.The horizontal coordinates were established by classical geodetic methods
 FO1024.and adjusted by the National Geodetic Survey in December 1993..
 FO1024
 FO1024.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1024.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1024.The vertical order pertains to the NGVD 29 superseded value.
 FO1024
 FO1024.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1024
 FO1024.The geoid height was determined by GEOID03.
 FO1024
 FO1024;                    North         East     Units Scale Factor Converg.
 FO1024;SPC NM C     -   494,722.788   493,095.581   MT  0.99990059   -0 02 38.9
 FO1024;SPC NM C     - 1,623,103.01  1,617,764.42   sFT  0.99990059   -0 02 38.9
 FO1024;UTM  13      - 3,924,981.540   379,673.035   MT  0.99977842   -0 46 09.9
 FO1024
 FO1024!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1024!SPC NM C     -   0.99973493  x   0.99990059  =   0.99963555
 FO1024!UTM  13      -   0.99973493  x   0.99977842  =   0.99951341
 FO1024
 FO1024|---------------------------------------------------------------------|
 FO1024| PID    Reference Object                     Distance      Geod. Az  |
 FO1024|                                                           dddmmss.s |
 FO1024| FO1025 I25 16N                             354.638 METERS 24318     |
 FO1024|---------------------------------------------------------------------|
 FO1024
 FO1024                          SUPERSEDED SURVEY CONTROL
 FO1024
 FO1024  NAD 83(1986)-  35 27 39.78291(N)    106 19 33.85502(W) AD(       ) 2
 FO1024  NAD 27      -  35 27 39.65010(N)    106 19 31.76783(W) AD(       ) 2
 FO1024  NGVD 29 (07/19/86) 1708.68   (m)         5605.9    (f) LEVELING    3  
 FO1024
 FO1024.Superseded values are not recommended for survey control.
 FO1024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1024.See file dsdata.txt to determine how the superseded data were derived.
 FO1024
 FO1024_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV7967324982(NAD 83)
 FO1024_MARKER: DD = SURVEY DISK
 FO1024_SETTING: 0 = UNSPECIFIED SETTING
 FO1024_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FO1024
 FO1024  HISTORY     - Date     Condition        Report By
 FO1024  HISTORY     - 1974     MONUMENTED       NMHD
 FO1024
 FO1024                          STATION DESCRIPTION
 FO1024
 FO1024'DESCRIBED BY NM HIGHWAY DEPT 1974 (SRC)
 FO1024'THE STATION IS LOCATED APPROXIMATELY 31 MILES NORTH OF ALBUQUERQUE
 FO1024'ON HIGHWAY I-25.
 FO1024'
 FO1024'TO REACH THE STATION FROM THE I-25 AND S.R. 44 HIGHWAY INTERCHANGE
 FO1024'EAST OF BERNALILLO, GO 15.65 MILES NORTH ALONG HIGHWAY I-25.  THE
 FO1024'STATION IS LOCATED ON THE RIGHT, 2 FEET WEST OF THE EAST RIGHT OF
 FO1024'WAY FENCE ON A KNOLL.
 FO1024'
 FO1024'THE MONUMENT IS A NEW MEXICO STATE HIGHWAY COMMISSION STANDARD
 FO1024'DISC, STAMPED I-25-17N, SET IN CONCRETE FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1165 ***********************************************************************
 FO1165  DESIGNATION -  I25 18
 FO1165  PID         -  FO1165
 FO1165  STATE/COUNTY-  NM/BERNALILLO
 FO1165  USGS QUAD   -  ALAMEDA (1990)
 FO1165
 FO1165                         *CURRENT SURVEY CONTROL
 FO1165  ___________________________________________________________________
 FO1165* NAD 83(1992)-  35 08 16.44842(N)    106 36 01.26853(W)     ADJUSTED  
 FO1165* NAVD 88     -      1563.14   (+/-2cm)    5128.4    (feet)  VERTCON   
 FO1165  ___________________________________________________________________
 FO1165  LAPLACE CORR-           8.77  (seconds)                    DEFLEC99
 FO1165  GEOID HEIGHT-         -21.07  (meters)                     GEOID03
 FO1165
 FO1165  HORZ ORDER  -  SECOND
 FO1165  VERT ORDER  -  THIRD ? (See Below)
 FO1165
 FO1165.The horizontal coordinates were established by classical geodetic methods
 FO1165.and adjusted by the National Geodetic Survey in December 1993..
 FO1165
 FO1165.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1165.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1165.The vertical order pertains to the NGVD 29 superseded value.
 FO1165
 FO1165.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1165
 FO1165.The geoid height was determined by GEOID03.
 FO1165
 FO1165;                    North         East     Units Scale Factor Converg.
 FO1165;SPC NM C     -   458,928.005   468,073.850   MT  0.99991256   -0 12 05.9
 FO1165;SPC NM C     - 1,505,666.30  1,535,672.29   sFT  0.99991256   -0 12 05.9
 FO1165;UTM  13      - 3,889,508.158   354,204.172   MT  0.99986197   -0 55 16.5
 FO1165
 FO1165!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1165!SPC NM C     -   0.99975801  x   0.99991256  =   0.99967059
 FO1165!UTM  13      -   0.99975801  x   0.99986197  =   0.99962001
 FO1165
 FO1165:                Primary Azimuth Mark                     Grid Az
 FO1165:SPC NM C     -  I25 17                                   046 14 54.6
 FO1165:UTM  13      -  I25 17                                   046 58 05.2
 FO1165
 FO1165|---------------------------------------------------------------------|
 FO1165| PID    Reference Object                     Distance      Geod. Az  |
 FO1165|                                                           dddmmss.s |
 FO1165| FO1184 I25 17                              APPROX. 1.0 KM 0460248.7 |
 FO1165|---------------------------------------------------------------------|
 FO1165
 FO1165                          SUPERSEDED SURVEY CONTROL
 FO1165
 FO1165  NAD 83(1986)-  35 08 16.45419(N)    106 36 01.26997(W) AD(       ) 2
 FO1165  NAD 27      -  35 08 16.29193(N)    106 35 59.18085(W) AD(       ) 2
 FO1165  NGVD 29 (07/19/86) 1562.31   (m)         5125.7    (f) LEVELING    3  
 FO1165
 FO1165.Superseded values are not recommended for survey control.
 FO1165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1165.See file dsdata.txt to determine how the superseded data were derived.
 FO1165
 FO1165_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU5420489508(NAD 83)
 FO1165_MARKER: DD = SURVEY DISK
 FO1165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FO1165_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FO1165_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO1165+STABILITY: SURFACE MOTION
 FO1165_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FO1165+SATELLITE: SATELLITE OBSERVATIONS - October 25, 2004
 FO1165
 FO1165  HISTORY     - Date     Condition        Report By
 FO1165  HISTORY     - 1969     MONUMENTED       NMHD
 FO1165  HISTORY     - 20041025 GOOD             NGS
 FO1165  HISTORY     - 20050111 GOOD             GEOCAC
 FO1165
 FO1165                          STATION DESCRIPTION
 FO1165
 FO1165'DESCRIBED BY NM HIGHWAY DEPT 1969 (SRC)
 FO1165'THE STATION IS LOCATED ON THE EAST FRONTAGE ROAD OF I-25,
 FO1165'0.65 MILE NORTH OF THE MONTANO AND I-25 INTERCHANGE.
 FO1165'
 FO1165'TO REACH THE STATION FROM THE INTERSECTION OF CENTRAL AND
 FO1165'THE RAILROAD TRACKS (DOWNTOWN ALBUQUERQUE), GO EAST ON CENTRAL
 FO1165'FOR 0.6 MILE AND THEN TURN NORTH ON I-25.  TRAVEL NORTH ON
 FO1165'I-25 FOR 3.80 MILES AND TAKE THE MONTANO EXIT.  GOING NORTH
 FO1165'ON THE EAST FRONTAGE ROAD FOR 0.65 MILES.  THE STATION IS
 FO1165'LOCATED TO THE EAST OF THIS POINT IN FRONT OF THE PRESENT
 FO1165'BUILDING CALLED GREENS SANITARY SPECIALTIES.  THE MONUMENT
 FO1165'IS APPROXIMATELY 2 FT WEST OF R/W MARKER 244 + 81 AND 4 FT
 FO1165'WEST OF A POWER POLE.  IT IS APPROXIMATELY 1 FT EAST OF THE
 FO1165'CENTER OF THE TWO EXISTING TWO GUARD POLES.
 FO1165'
 FO1165'THE MONUMENT IS A STANDARD STATE HIGHWAY COMMISSION DISK
 FO1165'STAMPED STA. I-25-18, AND IS FLUSH WITH THE GROUND.
 FO1165'
 FO1165'FOR THE DESCRIPTION TO STATION MONTGOMERY, SEE THE TRIANGULATION
 FO1165'STATION MONTGOMERY AND FOR I-25-17, SEE THE TRAVERSE STATION
 FO1165'I-25-17.
 FO1165
 FO1165                          STATION RECOVERY (2004)
 FO1165
 FO1165'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (DRD)
 FO1165'STATION IS DIRECTLY IN FRONT OF A STORE CALLED WORLD EXPRESSIONS.
 FO1165
 FO1165                          STATION RECOVERY (2005)
 FO1165
 FO1165'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 FO1165'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1023 ***********************************************************************
 FO1023  DESIGNATION -  I25 18N
 FO1023  PID         -  FO1023
 FO1023  STATE/COUNTY-  NM/SANDOVAL
 FO1023  USGS QUAD   -  SAN FELIPE PUEBLO NE (1990)
 FO1023
 FO1023                         *CURRENT SURVEY CONTROL
 FO1023  ___________________________________________________________________
 FO1023* NAD 83(1992)-  35 27 53.00472(N)    106 19 02.52865(W)     ADJUSTED  
 FO1023* NAVD 88     -      1712.78   (+/-2cm)    5619.3    (feet)  VERTCON   
 FO1023  ___________________________________________________________________
 FO1023  LAPLACE CORR-           5.94  (seconds)                    DEFLEC99
 FO1023  GEOID HEIGHT-         -20.38  (meters)                     GEOID03
 FO1023
 FO1023  HORZ ORDER  -  SECOND
 FO1023  VERT ORDER  -  THIRD ? (See Below)
 FO1023
 FO1023.The horizontal coordinates were established by classical geodetic methods
 FO1023.and adjusted by the National Geodetic Survey in December 1993..
 FO1023
 FO1023.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1023.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1023.The vertical order pertains to the NGVD 29 superseded value.
 FO1023
 FO1023.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1023
 FO1023.The geoid height was determined by GEOID03.
 FO1023
 FO1023;                    North         East     Units Scale Factor Converg.
 FO1023;SPC NM C     -   495,129.823   493,885.585   MT  0.99990046   -0 02 20.7
 FO1023;SPC NM C     - 1,624,438.43  1,620,356.29   sFT  0.99990046   -0 02 20.7
 FO1023;UTM  13      - 3,925,378.493   380,468.030   MT  0.99977607   -0 45 51.9
 FO1023
 FO1023!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1023!SPC NM C     -   0.99973443  x   0.99990046  =   0.99963492
 FO1023!UTM  13      -   0.99973443  x   0.99977607  =   0.99951056
 FO1023
 FO1023:                Primary Azimuth Mark                     Grid Az
 FO1023:SPC NM C     -  I25 17N                                  242 44 27.6
 FO1023:UTM  13      -  I25 17N                                  243 27 58.8
 FO1023
 FO1023|---------------------------------------------------------------------|
 FO1023| PID    Reference Object                     Distance      Geod. Az  |
 FO1023|                                                           dddmmss.s |
 FO1023| FO1024 I25 17N                             APPROX. 0.9 KM 2424206.9 |
 FO1023|---------------------------------------------------------------------|
 FO1023
 FO1023                          SUPERSEDED SURVEY CONTROL
 FO1023
 FO1023  NAD 83(1986)-  35 27 53.00999(N)    106 19 02.53203(W) AD(       ) 2
 FO1023  NAD 27      -  35 27 52.87782(N)    106 19 00.44532(W) AD(       ) 2
 FO1023  NGVD 29 (07/19/86) 1711.84   (m)         5616.3    (f) LEVELING    3  
 FO1023
 FO1023.Superseded values are not recommended for survey control.
 FO1023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1023.See file dsdata.txt to determine how the superseded data were derived.
 FO1023
 FO1023_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV8046825378(NAD 83)
 FO1023_MARKER: DD = SURVEY DISK
 FO1023_SETTING: 0 = UNSPECIFIED SETTING
 FO1023_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FO1023
 FO1023  HISTORY     - Date     Condition        Report By
 FO1023  HISTORY     - 1974     MONUMENTED       NMHD
 FO1023
 FO1023                          STATION DESCRIPTION
 FO1023
 FO1023'DESCRIBED BY NM HIGHWAY DEPT 1974 (SRC)
 FO1023'THE STATION IS LOCATED APPROXIMATELY 32 MILES NORTH OF ALBUQUERQUE
 FO1023'ON HIGHWAY I-25.
 FO1023'
 FO1023'TO REACH THE STATION FROM THE I-25 AND S.R. 44 HIGHWAY INTERCHANGE
 FO1023'EAST OF BERNALILLO, GO 16.25 MILES NORTH ALONG HIGHWAY I-25.  THE
 FO1023'STATION IS LOCATED ON THE RIGHT, 32 FEET WEST OF EXISTING EAST
 FO1023'RIGHT OF WAY FENCE AND 2 FEET WEST OF PROPOSED NEW EAST RIGHT OF
 FO1023'WAY LINE.
 FO1023'
 FO1023'THE MONUMENT IS A NEW MEXICO STATE HIGHWAY COMMISSION STANDARD
 FO1023'DISC, STAMPED I-25-18N, SET IN CONCRETE FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1022 ***********************************************************************
 FO1022  DESIGNATION -  I25 19N
 FO1022  PID         -  FO1022
 FO1022  STATE/COUNTY-  NM/SANDOVAL
 FO1022  USGS QUAD   -  SAN FELIPE PUEBLO NE (1990)
 FO1022
 FO1022                         *CURRENT SURVEY CONTROL
 FO1022  ___________________________________________________________________
 FO1022* NAD 83(1992)-  35 28 25.83062(N)    106 17 50.81594(W)     ADJUSTED  
 FO1022* NAVD 88     -      1711.09   (+/-2cm)    5613.8    (feet)  VERTCON   
 FO1022  ___________________________________________________________________
 FO1022  LAPLACE CORR-           6.01  (seconds)                    DEFLEC99
 FO1022  GEOID HEIGHT-         -20.32  (meters)                     GEOID03
 FO1022
 FO1022  HORZ ORDER  -  SECOND
 FO1022  VERT ORDER  -  THIRD ? (See Below)
 FO1022
 FO1022.The horizontal coordinates were established by classical geodetic methods
 FO1022.and adjusted by the National Geodetic Survey in December 1993..
 FO1022
 FO1022.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1022.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1022.The vertical order pertains to the NGVD 29 superseded value.
 FO1022
 FO1022.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1022
 FO1022.The geoid height was determined by GEOID03.
 FO1022
 FO1022;                    North         East     Units Scale Factor Converg.
 FO1022;SPC NM C     -   496,140.340   495,694.028   MT  0.99990023   -0 01 39.1
 FO1022;SPC NM C     - 1,627,753.77  1,626,289.49   sFT  0.99990023   -0 01 39.1
 FO1022;UTM  13      - 3,926,365.907   382,288.890   MT  0.99977075   -0 45 10.9
 FO1022
 FO1022!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1022!SPC NM C     -   0.99973469  x   0.99990023  =   0.99963495
 FO1022!UTM  13      -   0.99973469  x   0.99977075  =   0.99950550
 FO1022
 FO1022:                Primary Azimuth Mark                     Grid Az
 FO1022:SPC NM C     -  I25 20N                                  067 01 02.8
 FO1022:UTM  13      -  I25 20N                                  067 44 34.6
 FO1022
 FO1022|---------------------------------------------------------------------|
 FO1022| PID    Reference Object                     Distance      Geod. Az  |
 FO1022|                                                           dddmmss.s |
 FO1022| FO1021 I25 20N                             APPROX. 1.4 KM 0665923.7 |
 FO1022|---------------------------------------------------------------------|
 FO1022
 FO1022                          SUPERSEDED SURVEY CONTROL
 FO1022
 FO1022  NAD 83(1986)-  35 28 25.83581(N)    106 17 50.81943(W) AD(       ) 2
 FO1022  NAD 27      -  35 28 25.70481(N)    106 17 48.73427(W) AD(       ) 2
 FO1022  NGVD 29 (07/19/86) 1710.15   (m)         5610.7    (f) LEVELING    3  
 FO1022
 FO1022.Superseded values are not recommended for survey control.
 FO1022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1022.See file dsdata.txt to determine how the superseded data were derived.
 FO1022
 FO1022_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV8228926366(NAD 83)
 FO1022_MARKER: DD = SURVEY DISK
 FO1022_SETTING: 0 = UNSPECIFIED SETTING
 FO1022_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FO1022
 FO1022  HISTORY     - Date     Condition        Report By
 FO1022  HISTORY     - 1974     MONUMENTED       NMHD
 FO1022
 FO1022                          STATION DESCRIPTION
 FO1022
 FO1022'DESCRIBED BY NM HIGHWAY DEPT 1974 (SRC)
 FO1022'THE STATION IS LOCATED APPROXIMATELY 33 MILES NORTH OF ALBUQUERQUE
 FO1022'ON HIGHWAY I-25.
 FO1022'
 FO1022'TO REACH THE STATION FROM I-25 AND S.R. 44 HIGHWAY INTERCHANGE EAST
 FO1022'OF BERNALILLO, GO 17.5 MILES NORTH ALONG HIGHWAY I-25.  THE STATION
 FO1022'IS LOCATED ON THE LEFT, 28 FEET WEST OF EXISTING HIGHWAY RIGHT OF
 FO1022'WAY FENCE AND 2 FEET EAST OF PROPOSED NEW WEST HIGHWAY RIGHT OF
 FO1022'WAY LINE.
 FO1022'
 FO1022'THE MONUMENT IS A NEW MEXICO STATE HIGHWAY COMMISSION STANDARD
 FO1022'DISC, STAMPED I-25-19N, SET IN CONCRETE FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1081 ***********************************************************************
 FO1081  DESIGNATION -  I25 1N
 FO1081  PID         -  FO1081
 FO1081  STATE/COUNTY-  NM/SANDOVAL
 FO1081  USGS QUAD   -  BERNALILLO (1990)
 FO1081
 FO1081                         *CURRENT SURVEY CONTROL
 FO1081  ___________________________________________________________________
 FO1081* NAD 83(1992)-  35 19 38.51488(N)    106 31 35.67444(W)     ADJUSTED  
 FO1081* NAVD 88     -      1566.58   (+/-2cm)    5139.7    (feet)  VERTCON   
 FO1081  ___________________________________________________________________
 FO1081  LAPLACE CORR-           6.41  (seconds)                    DEFLEC99
 FO1081  GEOID HEIGHT-         -20.74  (meters)                     GEOID03
 FO1081
 FO1081  HORZ ORDER  -  SECOND
 FO1081  VERT ORDER  -  THIRD ? (See Below)
 FO1081
 FO1081.The horizontal coordinates were established by classical geodetic methods
 FO1081.and adjusted by the National Geodetic Survey in December 1993..
 FO1081
 FO1081.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1081.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1081.The vertical order pertains to the NGVD 29 superseded value.
 FO1081
 FO1081.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1081
 FO1081.The geoid height was determined by GEOID03.
 FO1081
 FO1081;                    North         East     Units Scale Factor Converg.
 FO1081;SPC NM C     -   479,924.749   474,855.312   MT  0.99990779   -0 09 35.7
 FO1081;SPC NM C     - 1,574,553.11  1,557,921.14   sFT  0.99990779   -0 09 35.7
 FO1081;UTM  13      - 3,910,416.604   361,248.983   MT  0.99983726   -0 52 58.4
 FO1081
 FO1081!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1081!SPC NM C     -   0.99975742  x   0.99990779  =   0.99966523
 FO1081!UTM  13      -   0.99975742  x   0.99983726  =   0.99959472
 FO1081
 FO1081:                Primary Azimuth Mark                     Grid Az
 FO1081:SPC NM C     -  I25 1                                    211 59 26.8
 FO1081:UTM  13      -  I25 1                                    212 42 49.5
 FO1081
 FO1081|---------------------------------------------------------------------|
 FO1081| PID    Reference Object                     Distance      Geod. Az  |
 FO1081|                                                           dddmmss.s |
 FO1081| FO1065 I25 1                               APPROX. 1.4 KM 2114951.1 |
 FO1081|---------------------------------------------------------------------|
 FO1081
 FO1081                          SUPERSEDED SURVEY CONTROL
 FO1081
 FO1081  NAD 83(1986)-  35 19 38.52063(N)    106 31 35.67667(W) AD(       ) 2
 FO1081  NAD 27      -  35 19 38.37789(N)    106 31 33.58197(W) AD(       ) 2
 FO1081  NGVD 29 (07/19/86) 1565.72   (m)         5136.9    (f) LEVELING    3  
 FO1081
 FO1081.Superseded values are not recommended for survey control.
 FO1081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1081.See file dsdata.txt to determine how the superseded data were derived.
 FO1081
 FO1081_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV6124910417(NAD 83)
 FO1081_MARKER: DD = SURVEY DISK
 FO1081_SETTING: 0 = UNSPECIFIED SETTING
 FO1081_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FO1081
 FO1081  HISTORY     - Date     Condition        Report By
 FO1081  HISTORY     - 1974     MONUMENTED       NMHD
 FO1081
 FO1081                          STATION DESCRIPTION
 FO1081
 FO1081'DESCRIBED BY NM HIGHWAY DEPT 1974 (SRC)
 FO1081'THE STATION IS LOCATED APPROXIMATELY 16 MILES NORTH OF ALBUQUERQUE
 FO1081'ON HIGHWAY I-25.
 FO1081'
 FO1081'TO REACH THE STATION FROM THE I-25 AND S.R. 44 HIGHWAY INTERCHANGE
 FO1081'EAST OF BERNALILLO, GO 0.9 MILES NORTH ALONG HIGHWAY I-25.  THE
 FO1081'STATION IS LOCATED ON THE RIGHT, 2 FEET WEST OF EAST ACCESS CONTROL
 FO1081'FENCE.
 FO1081'
 FO1081'THE MONUMENT IS A NEW MEXICO HIGHWAY COMMISSION STANDARD DISC,
 FO1081'STAMPED I-25-1N, SET IN CONCRETE FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1075 ***********************************************************************
 FO1075  DESIGNATION -  I25 2
 FO1075  PID         -  FO1075
 FO1075  STATE/COUNTY-  NM/SANDOVAL
 FO1075  USGS QUAD   -  BERNALILLO (1990)
 FO1075
 FO1075                         *CURRENT SURVEY CONTROL
 FO1075  ___________________________________________________________________
 FO1075* NAD 83(1992)-  35 17 46.84555(N)    106 32 33.32545(W)     ADJUSTED  
 FO1075* NAVD 88     -      1557.88   (+/-2cm)    5111.1    (feet)  VERTCON   
 FO1075  ___________________________________________________________________
 FO1075  LAPLACE CORR-           7.87  (seconds)                    DEFLEC99
 FO1075  GEOID HEIGHT-         -20.74  (meters)                     GEOID03
 FO1075
 FO1075  HORZ ORDER  -  SECOND
 FO1075  VERT ORDER  -  THIRD ? (See Below)
 FO1075
 FO1075.The horizontal coordinates were established by classical geodetic methods
 FO1075.and adjusted by the National Geodetic Survey in December 1993..
 FO1075
 FO1075.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1075.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1075.The vertical order pertains to the NGVD 29 superseded value.
 FO1075
 FO1075.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1075
 FO1075.The geoid height was determined by GEOID03.
 FO1075
 FO1075;                    North         East     Units Scale Factor Converg.
 FO1075;SPC NM C     -   476,487.787   473,389.236   MT  0.99990872   -0 10 08.6
 FO1075;SPC NM C     - 1,563,277.01  1,553,111.19   sFT  0.99990872   -0 10 08.6
 FO1075;UTM  13      - 3,906,998.641   359,739.777   MT  0.99984245   -0 53 29.3
 FO1075
 FO1075!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1075!SPC NM C     -   0.99975879  x   0.99990872  =   0.99966753
 FO1075!UTM  13      -   0.99975879  x   0.99984245  =   0.99960127
 FO1075
 FO1075:                Primary Azimuth Mark                     Grid Az
 FO1075:SPC NM C     -  I25 3                                    210 36 26.4
 FO1075:UTM  13      -  I25 3                                    211 19 47.1
 FO1075
 FO1075|---------------------------------------------------------------------|
 FO1075| PID    Reference Object                     Distance      Geod. Az  |
 FO1075|                                                           dddmmss.s |
 FO1075| FO1061 I25 3                               APPROX. 1.3 KM 2102617.8 |
 FO1075|---------------------------------------------------------------------|
 FO1075
 FO1075                          SUPERSEDED SURVEY CONTROL
 FO1075
 FO1075  NAD 83(1986)-  35 17 46.85131(N)    106 32 33.32759(W) AD(       ) 2
 FO1075  NAD 27      -  35 17 46.70573(N)    106 32 31.23380(W) AD(       ) 2
 FO1075  NGVD 29 (07/19/86) 1557.04   (m)         5108.4    (f) LEVELING    3  
 FO1075
 FO1075.Superseded values are not recommended for survey control.
 FO1075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1075.See file dsdata.txt to determine how the superseded data were derived.
 FO1075
 FO1075_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV5974006999(NAD 83)
 FO1075_MARKER: DD = SURVEY DISK
 FO1075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FO1075_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FO1075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO1075+STABILITY: SURFACE MOTION
 FO1075
 FO1075  HISTORY     - Date     Condition        Report By
 FO1075  HISTORY     - 1969     MONUMENTED       NMHD
 FO1075  HISTORY     - 20050103 MARK NOT FOUND   GEOCAC
 FO1075
 FO1075                          STATION DESCRIPTION
 FO1075
 FO1075'DESCRIBED BY NM HIGHWAY DEPT 1969 (SRC)
 FO1075'THE STATION IS LOCATED 1.5 MILE SOUTH OF THE I-25 AND NM-44
 FO1075'INTERSECTION.
 FO1075'
 FO1075'TO REACH THE STATION FROM THE COURT HOUSE IN BERNALILLO, GO
 FO1075'NORTH ON U.S.-85 (WHICH IS DEL PUEBLO) FOR 0.75 MILE THEN
 FO1075'TURN RIGHT ON NM-44 AND GO EAST FOR 0.55 MILE, THEN TURN RIGHT
 FO1075'TAKING THE ENTRANCE RAMP AND GO SOUTH ON I-25 FOR 1.5 MILE.
 FO1075'THE STATION IS APPROXIMATELY 10 FT NORTH OF WINGWALL AND
 FO1075'15 FT WEST OF EDGE OF PAVEMENT AT NORTH END OF I-25
 FO1075'SOUTH-BOUND BRIDGE AT NM-473 OR BERNALILLO INTERCHANGE
 FO1075'(WEST SIDE).
 FO1075'
 FO1075'STATION IS A STANDARD STATE HIGHWAY COMMISSION DISK STAMPED
 FO1075'STA. I-25-2, AND IS FLUSH WITH THE GROUND.
 FO1075'
 FO1075'FOR THE DESCRIPTION OF BERN, SEE TRIANGULATION STATION BERN.
 FO1075'FOR I-25-1 SEE TRAVERSE STATION I-25-1, AND FOR I-25-3 SEE
 FO1075'TRAVERSE STATION I-25-3.
 FO1075
 FO1075                          STATION RECOVERY (2005)
 FO1075
 FO1075'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 FO1075'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1115 ***********************************************************************
 FO1115  DESIGNATION -  I25 20
 FO1115  PID         -  FO1115
 FO1115  STATE/COUNTY-  NM/BERNALILLO
 FO1115  USGS QUAD   -  ALAMEDA (1990)
 FO1115
 FO1115                         *CURRENT SURVEY CONTROL
 FO1115  ___________________________________________________________________
 FO1115* NAD 83(1992)-  35 07 43.64008(N)    106 37 01.60065(W)     ADJUSTED  
 FO1115* NAVD 88     -      1549.04   (+/-2cm)    5082.1    (feet)  VERTCON   
 FO1115  ___________________________________________________________________
 FO1115  LAPLACE CORR-           7.51  (seconds)                    DEFLEC99
 FO1115  GEOID HEIGHT-         -21.16  (meters)                     GEOID03
 FO1115
 FO1115  HORZ ORDER  -  SECOND
 FO1115  VERT ORDER  -  THIRD ? (See Below)
 FO1115
 FO1115.The horizontal coordinates were established by classical geodetic methods
 FO1115.and adjusted by the National Geodetic Survey in December 1993..
 FO1115
 FO1115.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1115.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1115.The vertical order pertains to the NGVD 29 superseded value.
 FO1115
 FO1115.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1115
 FO1115.The geoid height was determined by GEOID03.
 FO1115
 FO1115;                    North         East     Units Scale Factor Converg.
 FO1115;SPC NM C     -   457,922.532   466,542.944   MT  0.99991379   -0 12 40.5
 FO1115;SPC NM C     - 1,502,367.51  1,530,649.64   sFT  0.99991379   -0 12 40.5
 FO1115;UTM  13      - 3,888,522.035   352,660.836   MT  0.99986755   -0 55 50.4
 FO1115
 FO1115!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1115!SPC NM C     -   0.99976023  x   0.99991379  =   0.99967405
 FO1115!UTM  13      -   0.99976023  x   0.99986755  =   0.99962782
 FO1115
 FO1115:                Primary Azimuth Mark                     Grid Az
 FO1115:SPC NM C     -  I25 21                                   214 42 36.2
 FO1115:UTM  13      -  I25 21                                   215 25 46.1
 FO1115
 FO1115|---------------------------------------------------------------------|
 FO1115| PID    Reference Object                     Distance      Geod. Az  |
 FO1115|                                                           dddmmss.s |
 FO1115| FO1245 I25 21                              APPROX. 0.8 KM 2142955.7 |
 FO1115|---------------------------------------------------------------------|
 FO1115
 FO1115                          SUPERSEDED SURVEY CONTROL
 FO1115
 FO1115  NAD 83(1986)-  35 07 43.64579(N)    106 37 01.60210(W) AD(       ) 2
 FO1115  NAD 27      -  35 07 43.48295(N)    106 36 59.51160(W) AD(       ) 2
 FO1115  NGVD 29 (07/19/86) 1548.21   (m)         5079.4    (f) LEVELING    3  
 FO1115
 FO1115.Superseded values are not recommended for survey control.
 FO1115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1115.See file dsdata.txt to determine how the superseded data were derived.
 FO1115
 FO1115_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU5266188522(NAD 83)
 FO1115_MARKER: DD = SURVEY DISK
 FO1115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FO1115_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FO1115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO1115+STABILITY: SURFACE MOTION
 FO1115
 FO1115  HISTORY     - Date     Condition        Report By
 FO1115  HISTORY     - 1969     MONUMENTED       NMHD
 FO1115  HISTORY     - 20050117 GOOD             GEOCAC
 FO1115
 FO1115                          STATION DESCRIPTION
 FO1115
 FO1115'DESCRIBED BY NM HIGHWAY DEPT 1969 (SRC)
 FO1115'THE STATION IS LOCATED ON THE WEST FRONTAGE ROAD OF I-25
 FO1115'AND APPROXIMATELY 0.5 MILE SOUTH OF THE MONTANO AND I-25
 FO1115'INTERCHANGE.
 FO1115'
 FO1115'TO REACH THE LOCATION FROM THE INTERSECTION OF CENTRAL AND
 FO1115'THE RAILROAD TRACKS (DOWNTOWN ALBUQUERQUE) GO EAST ON CENTRAL
 FO1115'(U.S.-66) FOR 0.6 MILE AND TURN NORTH ON I-25.  TRAVEL NORTH
 FO1115'ON I-25 FOR 3.80 MILES AND TAKE THE MONTANO EXIT.  AT THE
 FO1115'STOP SIGN OF MONTANO ROAD TURN WEST.  AFTER CROSSING OVER
 FO1115'I-25 AND TRAVELING 0.1 MILE, TURN SOUTH ON THE WEST FRONTAGE
 FO1115'ROAD.  TRAVEL THE WEST FRONTAGE ROAD FOR 0.55 MILE.  THE
 FO1115'STATION IS THEN TO THE WEST OF THIS POINT.  THE MONUMENT IS
 FO1115'APPROXIMATELY 2 FT EAST OF THE R/W MARKER PAINTED 184 + 71 BK
 FO1115'AND 32 + 84.48 AH.  IT IS APPROXIMATELY 1 FT WEST OF THE CENTER OF
 FO1115'THE TWO EXISTING GUARD POLES.
 FO1115'
 FO1115'THE MONUMENT IS A STANDARD STATE HIGHWAY COMMISSION DISK
 FO1115'STAMPED STA. I-25-20 AND IS FLUSH WITH THE GROUND.
 FO1115'
 FO1115'FOR THE DESCRIPTION TO THE STATION MONTGOMERY, SEE THE
 FO1115'TRIANGULATION DESCRIPTION SHEET FOR MONTGOMERY AND FOR THE
 FO1115'DESCRIPTION FOR THE STATION I-25-21, SEE THE TRAVERSE SHEET
 FO1115'FOR I-25-21.
 FO1115
 FO1115                          STATION RECOVERY (2005)
 FO1115
 FO1115'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 FO1115'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1021 ***********************************************************************
 FO1021  DESIGNATION -  I25 20N
 FO1021  PID         -  FO1021
 FO1021  STATE/COUNTY-  NM/SANDOVAL
 FO1021  USGS QUAD   -  SAN FELIPE PUEBLO NE (1990)
 FO1021
 FO1021                         *CURRENT SURVEY CONTROL
 FO1021  ___________________________________________________________________
 FO1021* NAD 83(1992)-  35 28 44.10357(N)    106 16 58.20413(W)     ADJUSTED  
 FO1021* NAVD 88     -      1701.81   (+/-2cm)    5583.4    (feet)  VERTCON   
 FO1021  ___________________________________________________________________
 FO1021  LAPLACE CORR-           6.22  (seconds)                    DEFLEC99
 FO1021  GEOID HEIGHT-         -20.27  (meters)                     GEOID03
 FO1021
 FO1021  HORZ ORDER  -  SECOND
 FO1021  VERT ORDER  -  THIRD ? (See Below)
 FO1021
 FO1021.The horizontal coordinates were established by classical geodetic methods
 FO1021.and adjusted by the National Geodetic Survey in December 1993..
 FO1021
 FO1021.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1021.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1021.The vertical order pertains to the NGVD 29 superseded value.
 FO1021
 FO1021.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1021
 FO1021.The geoid height was determined by GEOID03.
 FO1021
 FO1021;                    North         East     Units Scale Factor Converg.
 FO1021;SPC NM C     -   496,702.903   497,020.467   MT  0.99990011   -0 01 08.6
 FO1021;SPC NM C     - 1,629,599.44  1,630,641.32   sFT  0.99990011   -0 01 08.6
 FO1021;UTM  13      - 3,926,911.557   383,622.172   MT  0.99976690   -0 44 40.7
 FO1021
 FO1021!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1021!SPC NM C     -   0.99973614  x   0.99990011  =   0.99963627
 FO1021!UTM  13      -   0.99973614  x   0.99976690  =   0.99950310
 FO1021
 FO1021:                Primary Azimuth Mark                     Grid Az
 FO1021:SPC NM C     -  I25 19N                                  247 01 02.8
 FO1021:UTM  13      -  I25 19N                                  247 44 34.9
 FO1021
 FO1021|---------------------------------------------------------------------|
 FO1021| PID    Reference Object                     Distance      Geod. Az  |
 FO1021|                                                           dddmmss.s |
 FO1021| FO1022 I25 19N                             APPROX. 1.4 KM 2465954.2 |
 FO1021|---------------------------------------------------------------------|
 FO1021
 FO1021                          SUPERSEDED SURVEY CONTROL
 FO1021
 FO1021  NAD 83(1986)-  35 28 44.10858(N)    106 16 58.20800(W) AD(       ) 2
 FO1021  NAD 27      -  35 28 43.97799(N)    106 16 56.12415(W) AD(       ) 2
 FO1021  NGVD 29 (07/19/86) 1700.87   (m)         5580.3    (f) LEVELING    3  
 FO1021
 FO1021.Superseded values are not recommended for survey control.
 FO1021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1021.See file dsdata.txt to determine how the superseded data were derived.
 FO1021
 FO1021_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV8362226912(NAD 83)
 FO1021_MARKER: DD = SURVEY DISK
 FO1021_SETTING: 0 = UNSPECIFIED SETTING
 FO1021_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FO1021
 FO1021  HISTORY     - Date     Condition        Report By
 FO1021  HISTORY     - 1974     MONUMENTED       NMHD
 FO1021
 FO1021                          STATION DESCRIPTION
 FO1021
 FO1021'DESCRIBED BY NM HIGHWAY DEPT 1974 (SRC)
 FO1021'THE STATION IS LOCATED APPROXIMATELY 34 MILES NORTH OF ALBUQUERQUE
 FO1021'ON HIGHWAY I-25.
 FO1021'
 FO1021'TO REACH THE STATION FROM I-25 AND S.R. 44 HIGHWAY INTERCHANGE EAST
 FO1021'OF BERNALILLO, GO 18.4 MILES NORTH ALONG HIGHWAY I-25.  THE STATION
 FO1021'IS LOCATED ON THE RIGHT, 22 FEET WEST OF EXISTING EAST RIGHT OF WAY
 FO1021'FENCE AND 2 FEET WEST OF PROPOSED NEW EAST RIGHT OF WAY LINE.
 FO1021'
 FO1021'THE MONUMENT IS A NEW MEXICO STATE HIGHWAY COMMISSION STANDARD
 FO1021'DISC, STAMPED I-25-20N, SET IN CONCRETE FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1245 ***********************************************************************
 FO1245  DESIGNATION -  I25 21
 FO1245  PID         -  FO1245
 FO1245  STATE/COUNTY-  NM/BERNALILLO
 FO1245  USGS QUAD   -  ALBUQUERQUE EAST (1990)
 FO1245
 FO1245                         *CURRENT SURVEY CONTROL
 FO1245  ___________________________________________________________________
 FO1245* NAD 83(1992)-  35 07 20.93077(N)    106 37 20.59588(W)     ADJUSTED  
 FO1245* NAVD 88     -      1549.05   (+/-2cm)    5082.2    (feet)  VERTCON   
 FO1245  ___________________________________________________________________
 FO1245  LAPLACE CORR-           7.15  (seconds)                    DEFLEC99
 FO1245  GEOID HEIGHT-         -21.19  (meters)                     GEOID03
 FO1245
 FO1245  HORZ ORDER  -  SECOND
 FO1245  VERT ORDER  -  THIRD ? (See Below)
 FO1245
 FO1245.The horizontal coordinates were established by classical geodetic methods
 FO1245.and adjusted by the National Geodetic Survey in December 1993..
 FO1245
 FO1245.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1245.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1245.The vertical order pertains to the NGVD 29 superseded value.
 FO1245
 FO1245.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1245
 FO1245.The geoid height was determined by GEOID03.
 FO1245
 FO1245;                    North         East     Units Scale Factor Converg.
 FO1245;SPC NM C     -   457,224.539   466,059.450   MT  0.99991419   -0 12 51.3
 FO1245;SPC NM C     - 1,500,077.51  1,529,063.38   sFT  0.99991419   -0 12 51.3
 FO1245;UTM  13      - 3,887,830.199   352,168.639   MT  0.99986934   -0 56 00.9
 FO1245
 FO1245!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1245!SPC NM C     -   0.99976024  x   0.99991419  =   0.99967445
 FO1245!UTM  13      -   0.99976024  x   0.99986934  =   0.99962961
 FO1245
 FO1245:                Primary Azimuth Mark                     Grid Az
 FO1245:SPC NM C     -  AAA SITE T 3                             196 28 21.2
 FO1245:UTM  13      -  AAA SITE T 3                             197 11 30.8
 FO1245
 FO1245|---------------------------------------------------------------------|
 FO1245| PID    Reference Object                     Distance      Geod. Az  |
 FO1245|                                                           dddmmss.s |
 FO1245| FO1241 AAA SITE T 3                        474.655 METERS 1961529.9 |
 FO1245|---------------------------------------------------------------------|
 FO1245
 FO1245                          SUPERSEDED SURVEY CONTROL
 FO1245
 FO1245  NAD 83(1986)-  35 07 20.93647(N)    106 37 20.59730(W) AD(       ) 2
 FO1245  NAD 27      -  35 07 20.77305(N)    106 37 18.50617(W) AD(       ) 2
 FO1245  NGVD 29 (07/19/86) 1548.22   (m)         5079.5    (f) LEVELING    3  
 FO1245
 FO1245.Superseded values are not recommended for survey control.
 FO1245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1245.See file dsdata.txt to determine how the superseded data were derived.
 FO1245
 FO1245_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU5216987830(NAD 83)
 FO1245_MARKER: DD = SURVEY DISK
 FO1245_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FO1245_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FO1245_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO1245+STABILITY: SURFACE MOTION
 FO1245
 FO1245  HISTORY     - Date     Condition        Report By
 FO1245  HISTORY     - 1969     MONUMENTED       NMHD
 FO1245  HISTORY     - 20050116 MARK NOT FOUND   GEOCAC
 FO1245
 FO1245                          STATION DESCRIPTION
 FO1245
 FO1245'DESCRIBED BY NM HIGHWAY DEPT 1969 (SRC)
 FO1245'THIS STATION IS LOCATED APPROXIMATELY 1.05 MILE SOUTH OF THE
 FO1245'MONTANO AND I-25 INTERCHANGE.
 FO1245'
 FO1245'TO REACH THE STATION FROM THE INTERSECTION OF CENTRAL AND
 FO1245'THE RAILROAD TRACKS (DOWNTOWN ALBUQUERQUE) GO EAST ON CENTRAL
 FO1245'(U.S.-66) FOR 0.6 MILE THEN TURN NORTH ON I-25.  TRAVEL NORTH
 FO1245'ON I-25 FOR 3.80 MILES AND TAKE THE MONTANO EXIT.  TAKE THE
 FO1245'EAST EXIT AND TURN SOUTH ON THE EAST FRONTAGE ROAD FOR 1.15
 FO1245'MILE AND THE STATION IS TO THE WEST OF THIS POINT.  THE MONUMENT
 FO1245'IS LOCATED APPROXIMATELY 0.15 MILE SOUTH OF COMMANCHE ROAD
 FO1245'NEAR THE BARRIER CABLE BETWEEN THE EAST FRONTAGE ROAD AND
 FO1245'THE NORTH-BOUND LANE OF I-25.  IT IS APPROXIMATELY 145 FT
 FO1245'SOUTH OF A MILEAGE SIGN WHICH READS SANTA FE 55 MILES.
 FO1245'DENVER 444 MILES.
 FO1245'
 FO1245'THE MONUMENT IS A STANDARD STATE HIGHWAY COMMISSION DISK STAMPED
 FO1245'STA. I-25-21 AND IS FLUSH WITH THE GROUND.
 FO1245'
 FO1245'FOR THE DESCRIPTION TO THE STATIONS I-25-20 AND AAA-SITE-T-NO. 3,
 FO1245'SEE THE TRAVERSE DESCRIPTION SHEETS FOR I-25-20 AND AAA-SITE-T-NO.
 FO1245'3.
 FO1245
 FO1245                          STATION RECOVERY (2005)
 FO1245
 FO1245'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 FO1245'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1019 ***********************************************************************
 FO1019  DESIGNATION -  I25 21N
 FO1019  PID         -  FO1019
 FO1019  STATE/COUNTY-  NM/SANDOVAL
 FO1019  USGS QUAD   -  SAN FELIPE PUEBLO NE (1990)
 FO1019
 FO1019                         *CURRENT SURVEY CONTROL
 FO1019  ___________________________________________________________________
 FO1019* NAD 83(1992)-  35 29 28.77069(N)    106 15 41.48925(W)     ADJUSTED  
 FO1019* NAVD 88     -      1669.86   (+/-2cm)    5478.5    (feet)  VERTCON   
 FO1019  ___________________________________________________________________
 FO1019  LAPLACE CORR-           6.95  (seconds)                    DEFLEC99
 FO1019  GEOID HEIGHT-         -20.18  (meters)                     GEOID03
 FO1019
 FO1019  HORZ ORDER  -  SECOND
 FO1019  VERT ORDER  -  THIRD ? (See Below)
 FO1019
 FO1019.The horizontal coordinates were established by classical geodetic methods
 FO1019.and adjusted by the National Geodetic Survey in December 1993..
 FO1019
 FO1019.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1019.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1019.The vertical order pertains to the NGVD 29 superseded value.
 FO1019
 FO1019.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1019
 FO1019.The geoid height was determined by GEOID03.
 FO1019
 FO1019;                    North         East     Units Scale Factor Converg.
 FO1019;SPC NM C     -   498,078.940   498,954.355   MT  0.99990001   -0 00 24.1
 FO1019;SPC NM C     - 1,634,113.99  1,636,986.08   sFT  0.99990001   -0 00 24.1
 FO1019;UTM  13      - 3,928,262.807   385,573.067   MT  0.99976135   -0 43 57.0
 FO1019
 FO1019!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1019!SPC NM C     -   0.99974114  x   0.99990001  =   0.99964117
 FO1019!UTM  13      -   0.99974114  x   0.99976135  =   0.99950255
 FO1019
 FO1019:                Primary Azimuth Mark                     Grid Az
 FO1019:SPC NM C     -  11 JLW                                   222 01 43.9
 FO1019:UTM  13      -  11 JLW                                   222 45 16.8
 FO1019
 FO1019|---------------------------------------------------------------------|
 FO1019| PID    Reference Object                     Distance      Geod. Az  |
 FO1019|                                                           dddmmss.s |
 FO1019| FO1020 11 JLW                              APPROX. 1.0 KM 2220119.8 |
 FO1019|---------------------------------------------------------------------|
 FO1019
 FO1019                          SUPERSEDED SURVEY CONTROL
 FO1019
 FO1019  NAD 83(1986)-  35 29 28.77509(N)    106 15 41.49374(W) AD(       ) 2
 FO1019  NAD 27      -  35 29 28.64587(N)    106 15 39.41162(W) AD(       ) 2
 FO1019  NGVD 29 (07/19/86) 1668.94   (m)         5475.5    (f) LEVELING    3  
 FO1019
 FO1019.Superseded values are not recommended for survey control.
 FO1019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1019.See file dsdata.txt to determine how the superseded data were derived.
 FO1019
 FO1019_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV8557328263(NAD 83)
 FO1019_MARKER: DD = SURVEY DISK
 FO1019_SETTING: 0 = UNSPECIFIED SETTING
 FO1019_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FO1019
 FO1019  HISTORY     - Date     Condition        Report By
 FO1019  HISTORY     - 1974     MONUMENTED       NMHD
 FO1019  HISTORY     - 20050225 GOOD             GEOCAC
 FO1019
 FO1019                          STATION DESCRIPTION
 FO1019
 FO1019'DESCRIBED BY NM HIGHWAY DEPT 1974 (SRC)
 FO1019'THE STATION IS LOCATED APPROXIMATELY 35.5 MILES NORTH OF ALBUQUERQUE
 FO1019'ON HIGHWAY I-25.
 FO1019'
 FO1019'TO REACH THE STATION FROM THE I-25 AND S.R. 44 HIGHWAY INTERCHANGE
 FO1019'EAST OF BERNALILLO, GO 19.8 MILES NORTH ALONG HIGHWAY I-25.  THE
 FO1019'STATION IS LOCATED ON THE LEFT, 270 FEET WEST OF EXISTING WEST
 FO1019'RIGHT OF WAY FENCE AND 2 FEET EAST OF PROPOSED NEW RIGHT OF WAY
 FO1019'LINE AT STATION 888+54.
 FO1019'
 FO1019'THE MONUMENT IS A NEW MEXICO STATE HIGHWAY COMMISSION STANDARD
 FO1019'DISC, STAMPED I-25-21N, SET IN CONCRETE FLUSH WITH GROUND.
 FO1019
 FO1019                          STATION RECOVERY (2005)
 FO1019
 FO1019'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 FO1019'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1239 ***********************************************************************
 FO1239  DESIGNATION -  I25 22
 FO1239  PID         -  FO1239
 FO1239  STATE/COUNTY-  NM/BERNALILLO
 FO1239  USGS QUAD   -  ALBUQUERQUE EAST (1990)
 FO1239
 FO1239                         *CURRENT SURVEY CONTROL
 FO1239  ___________________________________________________________________
 FO1239* NAD 83(1992)-  35 06 53.72434(N)    106 37 31.18570(W)     ADJUSTED  
 FO1239* NAVD 88     -      1545.72   (+/-2cm)    5071.2    (feet)  VERTCON   
 FO1239  ___________________________________________________________________
 FO1239  LAPLACE CORR-           6.98  (seconds)                    DEFLEC99
 FO1239  GEOID HEIGHT-         -21.21  (meters)                     GEOID03
 FO1239
 FO1239  HORZ ORDER  -  SECOND
 FO1239  VERT ORDER  -  THIRD ? (See Below)
 FO1239
 FO1239.The horizontal coordinates were established by classical geodetic methods
 FO1239.and adjusted by the National Geodetic Survey in December 1993..
 FO1239
 FO1239.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1239.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1239.The vertical order pertains to the NGVD 29 superseded value.
 FO1239
 FO1239.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1239
 FO1239.The geoid height was determined by GEOID03.
 FO1239
 FO1239;                    North         East     Units Scale Factor Converg.
 FO1239;SPC NM C     -   456,387.191   465,788.182   MT  0.99991442   -0 12 57.2
 FO1239;SPC NM C     - 1,497,330.31  1,528,173.39   sFT  0.99991442   -0 12 57.2
 FO1239;UTM  13      - 3,886,996.360   351,886.893   MT  0.99987037   -0 56 06.3
 FO1239
 FO1239!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1239!SPC NM C     -   0.99976076  x   0.99991442  =   0.99967520
 FO1239!UTM  13      -   0.99976076  x   0.99987037  =   0.99963116
 FO1239
 FO1239:                Primary Azimuth Mark                     Grid Az
 FO1239:SPC NM C     -  AAA SITE T 3                             019 40 41.7
 FO1239:UTM  13      -  AAA SITE T 3                             020 23 50.8
 FO1239
 FO1239|---------------------------------------------------------------------|
 FO1239| PID    Reference Object                     Distance      Geod. Az  |
 FO1239|                                                           dddmmss.s |
 FO1239| FO1241 AAA SITE T 3                        405.955 METERS 0192744.5 |
 FO1239| FO1244 CANDELARIA                          233.408 METERS 10758     |
 FO1239|---------------------------------------------------------------------|
 FO1239
 FO1239                          SUPERSEDED SURVEY CONTROL
 FO1239
 FO1239  NAD 83(1986)-  35 06 53.73003(N)    106 37 31.18709(W) AD(       ) 2
 FO1239  NAD 27      -  35 06 53.56618(N)    106 37 29.09553(W) AD(       ) 2
 FO1239  NGVD 29 (07/19/86) 1544.90   (m)         5068.6    (f) LEVELING    3  
 FO1239
 FO1239.Superseded values are not recommended for survey control.
 FO1239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1239.See file dsdata.txt to determine how the superseded data were derived.
 FO1239
 FO1239_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU5188786996(NAD 83)
 FO1239_MARKER: DD = SURVEY DISK
 FO1239_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FO1239_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FO1239_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO1239+STABILITY: SURFACE MOTION
 FO1239
 FO1239  HISTORY     - Date     Condition        Report By
 FO1239  HISTORY     - 1969     MONUMENTED       NMHD
 FO1239  HISTORY     - 20050116 MARK NOT FOUND   GEOCAC
 FO1239
 FO1239                          STATION DESCRIPTION
 FO1239
 FO1239'DESCRIBED BY NM HIGHWAY DEPT 1969 (SRC)
 FO1239'THE STATION IS LOCATED ON CANDELARIA WEST-BOUND AT THE INTERSECTION
 FO1239'OF CANDELARIA AND I-25.
 FO1239'
 FO1239'TO REACH THE STATION FROM THE INTERSECTION OF CENTRAL AND
 FO1239'THE RAILROAD TRACKS (DOWNTOWN ALBUQUERQUE), GO EAST ON CENTRAL
 FO1239'(U.S.-66) FOR 0.6 MILE AND THEN TURN NORTH ON I-25.  TRAVEL
 FO1239'NORTH ON I-25 FOR 1.90 MILE AND TAKE THE CANDELARIA AND MENAUL
 FO1239'EXIT.  GO NORTH ON THE CANDELARIA EXIT AND AT THE STOP SIGN
 FO1239'AT CANDELARIA CONTINUE NORTH TO THE CANDELARIA WEST-BOUND
 FO1239'STOP SIGN AND TURN WEST.  CONTINUE WEST AND CROSS OVER I-25.
 FO1239'THE STATION IS LOCATED AT THE NORTHWEST END OF THE BRIDGE
 FO1239'WHICH CROSSES OVER I-25.  THE MONUMENT IS APPROXIMATELY 5 FT
 FO1239'NORTH OF THE WEST END OF THE NORTHWEST WINGWALL OF
 FO1239'CANDELARIA WEST-BOUND OVER I-25 AT THE CANDELARIA AND I-25
 FO1239'INTERCHANGE.
 FO1239'
 FO1239'THE STATION IS A STANDARD STATE HIGHWAY COMMISSION DISK
 FO1239'STAMPED STA. I-25-22 AND IS FLUSH WITH THE GROUND.
 FO1239'
 FO1239'FOR THE DESCRIPTION TO STATION OF CANDELARIA, SEE THE TRIANGULATION
 FO1239'STATION CANDELARIA AND FOR THE DESCRIPTION TO THE STATION
 FO1239'AAA-SITE-T-NO. 3, SEE THE TRAVERSE SHEET OF AAA-SITE-T-NO. 3.
 FO1239
 FO1239                          STATION RECOVERY (2005)
 FO1239
 FO1239'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 FO1239'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0933 ***********************************************************************
 FO0933  DESIGNATION -  I25 22N
 FO0933  PID         -  FO0933
 FO0933  STATE/COUNTY-  NM/SANTA FE
 FO0933  USGS QUAD   -  TETILLA PEAK (1993)
 FO0933
 FO0933                         *CURRENT SURVEY CONTROL
 FO0933  ___________________________________________________________________
 FO0933* NAD 83(1992)-  35 31 05.76249(N)    106 13 13.00067(W)     ADJUSTED  
 FO0933* NAVD 88     -      1760.93   (+/-2cm)    5777.3    (feet)  VERTCON   
 FO0933  ___________________________________________________________________
 FO0933  LAPLACE CORR-           8.30  (seconds)                    DEFLEC99
 FO0933  GEOID HEIGHT-         -19.97  (meters)                     GEOID03
 FO0933
 FO0933  HORZ ORDER  -  SECOND
 FO0933  VERT ORDER  -  THIRD ? (See Below)
 FO0933
 FO0933.The horizontal coordinates were established by classical geodetic methods
 FO0933.and adjusted by the National Geodetic Survey in December 1993..
 FO0933
 FO0933.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO0933.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO0933.The vertical order pertains to the NGVD 29 superseded value.
 FO0933
 FO0933.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO0933
 FO0933.The geoid height was determined by GEOID03.
 FO0933
 FO0933;                    North         East     Units Scale Factor Converg.
 FO0933;SPC NM C     -   501,068.216   502,695.782   MT  0.99990009   +0 01 02.2
 FO0933;SPC NM C     - 1,643,921.31  1,649,261.08   sFT  0.99990009   +0 01 02.2
 FO0933;UTM  13      - 3,931,204.010   389,351.528   MT  0.99975087   -0 42 32.4
 FO0933
 FO0933!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO0933!SPC NM C     -   0.99972682  x   0.99990009  =   0.99962693
 FO0933!UTM  13      -   0.99972682  x   0.99975087  =   0.99947776
 FO0933
 FO0933:                Primary Azimuth Mark                     Grid Az
 FO0933:SPC NM C     -  PENA BLANCA                              299 27 56.2
 FO0933:UTM  13      -  PENA BLANCA                              300 11 30.8
 FO0933
 FO0933|---------------------------------------------------------------------|
 FO0933| PID    Reference Object                     Distance      Geod. Az  |
 FO0933|                                                           dddmmss.s |
 FO0933| FO0948 PENA BLANCA                         APPROX.11.0 KM 2992858.4 |
 FO0933|---------------------------------------------------------------------|
 FO0933
 FO0933                          SUPERSEDED SURVEY CONTROL
 FO0933
 FO0933  NAD 83(1986)-  35 31 05.76647(N)    106 13 13.00493(W) AD(       ) 2
 FO0933  NAD 27      -  35 31 05.63906(N)    106 13 10.92577(W) AD(       ) 2
 FO0933  NGVD 29 (07/19/86) 1760.01   (m)         5774.3    (f) LEVELING    3  
 FO0933
 FO0933.Superseded values are not recommended for survey control.
 FO0933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0933.See file dsdata.txt to determine how the superseded data were derived.
 FO0933
 FO0933_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV8935231204(NAD 83)
 FO0933_MARKER: DD = SURVEY DISK
 FO0933_SETTING: 0 = UNSPECIFIED SETTING
 FO0933_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FO0933
 FO0933  HISTORY     - Date     Condition        Report By
 FO0933  HISTORY     - 1974     MONUMENTED       NMHD
 FO0933
 FO0933                          STATION DESCRIPTION
 FO0933
 FO0933'DESCRIBED BY NM HIGHWAY DEPT 1974 (SRC)
 FO0933'THE STATION IS LOCATED APPROXIMATELY 36.5 MILES NORTH OF ALBUQUERQUE
 FO0933'ON HIGHWAY I-25.
 FO0933'
 FO0933'TO REACH THE STATION FROM THE I-25 AND S.R. 44 HIGHWAY INTERCHANGE
 FO0933'EAST OF BERNALILLO, GO 21.1 MILES NORTH ALONG HIGHWAY I-25.  THE
 FO0933'STATION IS LOCATED ON THE RIGHT, 2 FEET WEST OF EAST RIGHT OF WAY
 FO0933'FENCE ON A LARGE ROCKY KNOLL.
 FO0933'
 FO0933'THE MONUMENT IS A NEW MEXICO STATE HIGHWAY COMMISSION STANDARD
 FO0933'DISC, STAMPED I-25-22N, SET IN CONCRETE FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1287 ***********************************************************************
 FO1287  DESIGNATION -  I25 23
 FO1287  PID         -  FO1287
 FO1287  STATE/COUNTY-  NM/BERNALILLO
 FO1287  USGS QUAD   -  ALBUQUERQUE WEST (1990)
 FO1287
 FO1287                         *CURRENT SURVEY CONTROL
 FO1287  ___________________________________________________________________
 FO1287* NAD 83(1992)-  35 06 32.00335(N)    106 37 41.19754(W)     ADJUSTED  
 FO1287* NAVD 88     -      1539.87   (+/-2cm)    5052.1    (feet)  VERTCON   
 FO1287  ___________________________________________________________________
 FO1287  LAPLACE CORR-           6.83  (seconds)                    DEFLEC99
 FO1287  GEOID HEIGHT-         -21.22  (meters)                     GEOID03
 FO1287
 FO1287  HORZ ORDER  -  SECOND
 FO1287  VERT ORDER  -  THIRD ? (See Below)
 FO1287
 FO1287.The horizontal coordinates were established by classical geodetic methods
 FO1287.and adjusted by the National Geodetic Survey in December 1993..
 FO1287
 FO1287.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1287.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1287.The vertical order pertains to the NGVD 29 superseded value.
 FO1287
 FO1287.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1287
 FO1287.The geoid height was determined by GEOID03.
 FO1287
 FO1287;                    North         East     Units Scale Factor Converg.
 FO1287;SPC NM C     -   455,718.827   465,532.141   MT  0.99991464   -0 13 02.9
 FO1287;SPC NM C     - 1,495,137.52  1,527,333.37   sFT  0.99991464   -0 13 02.9
 FO1287;UTM  13      - 3,886,331.291   351,622.496   MT  0.99987133   -0 56 11.6
 FO1287
 FO1287!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1287!SPC NM C     -   0.99976168  x   0.99991464  =   0.99967634
 FO1287!UTM  13      -   0.99976168  x   0.99987133  =   0.99963304
 FO1287
 FO1287:                Primary Azimuth Mark                     Grid Az
 FO1287:SPC NM C     -  I40 13                                   202 59 46.0
 FO1287:UTM  13      -  I40 13                                   203 42 54.7
 FO1287
 FO1287|---------------------------------------------------------------------|
 FO1287| PID    Reference Object                     Distance      Geod. Az  |
 FO1287|                                                           dddmmss.s |
 FO1287| FO1289 I40 13                              APPROX. 0.6 KM 2024643.1 |
 FO1287|---------------------------------------------------------------------|
 FO1287
 FO1287                          SUPERSEDED SURVEY CONTROL
 FO1287
 FO1287  NAD 83(1986)-  35 06 32.00902(N)    106 37 41.19891(W) AD(       ) 2
 FO1287  NAD 27      -  35 06 31.84423(N)    106 37 39.10786(W) AD(       ) 2
 FO1287  NGVD 29 (07/19/86) 1539.05   (m)         5049.4    (f) LEVELING    3  
 FO1287
 FO1287.Superseded values are not recommended for survey control.
 FO1287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1287.See file dsdata.txt to determine how the superseded data were derived.
 FO1287
 FO1287_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU5162286331(NAD 83)
 FO1287_MARKER: DD = SURVEY DISK
 FO1287_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FO1287_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FO1287_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO1287+STABILITY: SURFACE MOTION
 FO1287
 FO1287  HISTORY     - Date     Condition        Report By
 FO1287  HISTORY     - 1969     MONUMENTED       NMHD
 FO1287  HISTORY     - 20050116 MARK NOT FOUND   GEOCAC
 FO1287
 FO1287                          STATION DESCRIPTION
 FO1287
 FO1287'DESCRIBED BY NM HIGHWAY DEPT 1969 (SRC)
 FO1287'THE LOCATION OF THE STATION IS ON THE BRIDGE OF I-25 SOUTH-BOUND
 FO1287'OVER THE STREET OF MENAUL APPROXIMATELY 0.35 MILE NORTH OF
 FO1287'THE I-25 AND I-40 INTERCHANGE.
 FO1287'
 FO1287'TO REACH THE LOCATION FROM THE INTERSECTION OF CENTRAL AND
 FO1287'THE RAILROAD TRACKS (DOWNTOWN ALBUQUERQUE), GO EAST ON CENTRAL
 FO1287'(U.S.-66) FOR 0.6 MILE THEN TURN NORTH ON I-25.  TRAVEL NORTH
 FO1287'ON I-25 FOR 1.90 MILE AND TAKE THE CANDELARIA AND MENAUL EXIT.
 FO1287'GO NORTH ON THE CANDELARIA EXIT AND AT THE STOP SIGN FOR THE
 FO1287'CANDELARIA WEST-BOUND TURN WEST AND RE-ENTER THE FREEWAY
 FO1287'ON THE I-25 SOUTH ENTRANCE.  GO SOUTH ON I-25 FOR APPROXIMATELY
 FO1287'0.45 MILE.  THE STATION IS AT THE SOUTHWEST END OF THE BRIDGE
 FO1287'OVER MENAUL.  IT IS APPROXIMATELY 5 FT WEST OF THE END OF THE
 FO1287'SOUTHWEST WINGWALL OF SOUTH-BOUND I-25.
 FO1287'
 FO1287'THE MONUMENT IS A STANDARD STATE HIGHWAY COMMISSION DISK
 FO1287'STAMPED STA. I-25-23, AND IS FLUSH WITH THE GROUND.
 FO1287'
 FO1287'FOR THE INFORMATION TO THE STATIONS OF CANDELARIA, SEE THE
 FO1287'TRIANGULATION DESCRIPTION SHEET FOR CANDELARIA.  FOR THE
 FO1287'STATIONS OF I-40-13 AND NM-47-13, SEE THE TRAVERSE DESCRIPTION
 FO1287'SHEET FOR I-40-13 AND NM-47-13A.
 FO1287
 FO1287                          STATION RECOVERY (2005)
 FO1287
 FO1287'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 FO1287'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1292 ***********************************************************************
 FO1292  DESIGNATION -  I25 24
 FO1292  PID         -  FO1292
 FO1292  STATE/COUNTY-  NM/BERNALILLO
 FO1292  USGS QUAD   -  ALBUQUERQUE WEST (1990)
 FO1292
 FO1292                         *CURRENT SURVEY CONTROL
 FO1292  ___________________________________________________________________
 FO1292* NAD 83(1992)-  35 05 51.96246(N)    106 37 54.27524(W)     ADJUSTED  
 FO1292* NAVD 88     -      1546.18   (+/-2cm)    5072.8    (feet)  VERTCON   
 FO1292  ___________________________________________________________________
 FO1292  LAPLACE CORR-           6.66  (seconds)                    DEFLEC99
 FO1292  GEOID HEIGHT-         -21.25  (meters)                     GEOID03
 FO1292
 FO1292  HORZ ORDER  -  SECOND
 FO1292  VERT ORDER  -  THIRD ? (See Below)
 FO1292
 FO1292.The horizontal coordinates were established by classical geodetic methods
 FO1292.and adjusted by the National Geodetic Survey in December 1993..
 FO1292
 FO1292.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1292.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1292.The vertical order pertains to the NGVD 29 superseded value.
 FO1292
 FO1292.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1292
 FO1292.The geoid height was determined by GEOID03.
 FO1292
 FO1292;                    North         East     Units Scale Factor Converg.
 FO1292;SPC NM C     -   454,486.250   465,196.263   MT  0.99991492   -0 13 10.2
 FO1292;SPC NM C     - 1,491,093.64  1,526,231.41   sFT  0.99991492   -0 13 10.2
 FO1292;UTM  13      - 3,885,103.078   351,271.192   MT  0.99987262   -0 56 18.2
 FO1292
 FO1292!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1292!SPC NM C     -   0.99976070  x   0.99991492  =   0.99967564
 FO1292!UTM  13      -   0.99976070  x   0.99987262  =   0.99963335
 FO1292
 FO1292:                Primary Azimuth Mark                     Grid Az
 FO1292:SPC NM C     -  I25 25                                   198 17 33.4
 FO1292:UTM  13      -  I25 25                                   199 00 41.4
 FO1292
 FO1292|---------------------------------------------------------------------|
 FO1292| PID    Reference Object                     Distance      Geod. Az  |
 FO1292|                                                           dddmmss.s |
 FO1292| FO1296 I25 25                              APPROX. 0.7 KM 1980423.2 |
 FO1292|---------------------------------------------------------------------|
 FO1292
 FO1292                          SUPERSEDED SURVEY CONTROL
 FO1292
 FO1292  NAD 83(1986)-  35 05 51.96804(N)    106 37 54.27658(W) AD(       ) 2
 FO1292  NAD 27      -  35 05 51.80231(N)    106 37 52.18556(W) AD(       ) 2
 FO1292  NGVD 29 (07/19/86) 1545.36   (m)         5070.1    (f) LEVELING    3  
 FO1292
 FO1292.Superseded values are not recommended for survey control.
 FO1292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1292.See file dsdata.txt to determine how the superseded data were derived.
 FO1292
 FO1292_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU5127185103(NAD 83)
 FO1292_MARKER: DD = SURVEY DISK
 FO1292_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FO1292_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FO1292_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO1292+STABILITY: SURFACE MOTION
 FO1292
 FO1292  HISTORY     - Date     Condition        Report By
 FO1292  HISTORY     - 1969     MONUMENTED       NMHD
 FO1292  HISTORY     - 20050206 MARK NOT FOUND   GEOCAC
 FO1292
 FO1292                          STATION DESCRIPTION
 FO1292
 FO1292'DESCRIBED BY NM HIGHWAY DEPT 1969 (SRC)
 FO1292'THE POINT IS LOCATED ON THE SOUTHEAST CORNER OF THE BRIDGE
 FO1292'OF THE INTERSECTION OF INDIAN SCHOOL ROAD OVER I-25.
 FO1292'
 FO1292'TO REACH THE STATION FROM THE INTERSECTION OF CENTRAL AND
 FO1292'THE RAILROAD TRACKS (DOWNTOWN ALBUQUERQUE), GO EAST ON CENTRAL
 FO1292'(U.S.-66) FOR 1.18 MILE TO THE INTERSECTION OF UNIVERSITY
 FO1292'AND CENTRAL.  TURN NORTH ON UNIVERSITY AND TRAVEL NORTH FOR
 FO1292'1.35 MILE TO THE INTERSECTION OF INDIAN SCHOOL ROAD AND
 FO1292'UNIVERSITY.  TURN WEST ON INDIAN SCHOOL ROAD AND TRAVEL WEST FOR
 FO1292'0.25 MILE.  THE POINT IS LOCATED TO THE SOUTH OF THE SOUTHEAST
 FO1292'CORNER OF THIS BRIDGE OVER I-25.  THE MONUMENT IS
 FO1292'APPROXIMATELY 2 FT SOUTH OF THE EAST END OF THE SOUTHEAST
 FO1292'WINGWALL.
 FO1292'
 FO1292'THE MONUMENT IS A STANDARD STATE HIGHWAY COMMISSION DISK
 FO1292'STAMPED STA. I-25-24 AND IS FLUSH WITH THE GROUND.
 FO1292'
 FO1292'FOR THE INFORMATION TO THE STATION NATIONAL, SEE THE TRIANGULATION
 FO1292'STATION DESCRIPTION SHEET FOR NATIONAL, AND FOR I-40-13 AND
 FO1292'I-25-25, SEE THE TRAVERSE SHEETS I-40-13 AND I-25-25.
 FO1292
 FO1292                          STATION RECOVERY (2005)
 FO1292
 FO1292'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 FO1292'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1296 ***********************************************************************
 FO1296  DESIGNATION -  I25 25
 FO1296  PID         -  FO1296
 FO1296  STATE/COUNTY-  NM/BERNALILLO
 FO1296  USGS QUAD   -  ALBUQUERQUE WEST (1990)
 FO1296
 FO1296                         *CURRENT SURVEY CONTROL
 FO1296  ___________________________________________________________________
 FO1296* NAD 83(1992)-  35 05 30.51588(N)    106 38 02.79021(W)     ADJUSTED  
 FO1296* NAVD 88     -      1545.60   (+/-2cm)    5070.9    (feet)  VERTCON   
 FO1296  ___________________________________________________________________
 FO1296  LAPLACE CORR-           6.55  (seconds)                    DEFLEC99
 FO1296  GEOID HEIGHT-         -21.26  (meters)                     GEOID03
 FO1296
 FO1296  HORZ ORDER  -  SECOND
 FO1296  VERT ORDER  -  THIRD ? (See Below)
 FO1296
 FO1296.The horizontal coordinates were established by classical geodetic methods
 FO1296.and adjusted by the National Geodetic Survey in December 1993..
 FO1296
 FO1296.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1296.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1296.The vertical order pertains to the NGVD 29 superseded value.
 FO1296
 FO1296.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1296
 FO1296.The geoid height was determined by GEOID03.
 FO1296
 FO1296;                    North         East     Units Scale Factor Converg.
 FO1296;SPC NM C     -   453,826.214   464,978.071   MT  0.99991511   -0 13 15.0
 FO1296;SPC NM C     - 1,488,928.17  1,525,515.55   sFT  0.99991511   -0 13 15.0
 FO1296;UTM  13      - 3,884,445.859   351,044.747   MT  0.99987345   -0 56 22.6
 FO1296
 FO1296!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1296!SPC NM C     -   0.99976079  x   0.99991511  =   0.99967592
 FO1296!UTM  13      -   0.99976079  x   0.99987345  =   0.99963427
 FO1296
 FO1296:                Primary Azimuth Mark                     Grid Az
 FO1296:SPC NM C     -  I25 26                                   196 17 29.5
 FO1296:UTM  13      -  I25 26                                   197 00 37.1
 FO1296
 FO1296|---------------------------------------------------------------------|
 FO1296| PID    Reference Object                     Distance      Geod. Az  |
 FO1296|                                                           dddmmss.s |
 FO1296| FO1298 I25 26                              APPROX. 0.7 KM 1960414.5 |
 FO1296|---------------------------------------------------------------------|
 FO1296
 FO1296                          SUPERSEDED SURVEY CONTROL
 FO1296
 FO1296  NAD 83(1986)-  35 05 30.52146(N)    106 38 02.79152(W) AD(       ) 2
 FO1296  NAD 27      -  35 05 30.35493(N)    106 38 00.70045(W) AD(       ) 2
 FO1296  NGVD 29 (07/19/86) 1544.78   (m)         5068.2    (f) LEVELING    3  
 FO1296
 FO1296.Superseded values are not recommended for survey control.
 FO1296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1296.See file dsdata.txt to determine how the superseded data were derived.
 FO1296
 FO1296_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU5104584446(NAD 83)
 FO1296_MARKER: DD = SURVEY DISK
 FO1296_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FO1296_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FO1296_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO1296+STABILITY: SURFACE MOTION
 FO1296
 FO1296  HISTORY     - Date     Condition        Report By
 FO1296  HISTORY     - 1969     MONUMENTED       NMHD
 FO1296  HISTORY     - 20050206 MARK NOT FOUND   GEOCAC
 FO1296
 FO1296                          STATION DESCRIPTION
 FO1296
 FO1296'DESCRIBED BY NM HIGHWAY DEPT 1969 (SRC)
 FO1296'THE STATION IS LOCATED ON I-25 AT THE NORTH END OF THE BRIDGE
 FO1296'OVER LOMAS.
 FO1296'
 FO1296'TO REACH THE STATION FROM THE INTERSECTION OF CENTRAL AND
 FO1296'THE RAILROAD TRACKS (DOWNTOWN ALBUQUERQUE), GO EAST ON CENTRAL
 FO1296'(U.S.-66) FOR 0.6 MILE AND TURN NORTH ON I-25.  TRAVEL NORTH
 FO1296'ON I-25 FOR 0.55 MILE.  THE STATION IS THEN LOCATED TO THE
 FO1296'EAST OF THIS POSITION.  THE MONUMENT IS APPROXIMATELY 4 FT
 FO1296'NORTH AND 10 FT EAST OF THE NORTH END OF THE NORTHEAST WINGWALL
 FO1296'OF THE EASTERLY BRIDGE OF I-25 OVER LOMAS BLVD.
 FO1296'
 FO1296'THE MONUMENT IS A STANDARD STATE HIGHWAY COMMISSION DISK
 FO1296'STAMPED STA I-25-25, AND IS FLUSH WITH THE GROUND.
 FO1296'
 FO1296'FOR THE INFORMATION TO THE STATIONS I-25-24 AND I-25-26, SEE
 FO1296'THE TRAVERSE DESCRIPTION SHEETS FOR I-25-24 AND I-25-26.
 FO1296
 FO1296                          STATION RECOVERY (2005)
 FO1296
 FO1296'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 FO1296'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1298 ***********************************************************************
 FO1298  DESIGNATION -  I25 26
 FO1298  PID         -  FO1298
 FO1298  STATE/COUNTY-  NM/BERNALILLO
 FO1298  USGS QUAD   -  ALBUQUERQUE WEST (1990)
 FO1298
 FO1298                         *CURRENT SURVEY CONTROL
 FO1298  ___________________________________________________________________
 FO1298* NAD 83(1992)-  35 05 07.97824(N)    106 38 10.68894(W)     ADJUSTED  
 FO1298* NAVD 88     -      1545.80   (+/-2cm)    5071.5    (feet)  VERTCON   
 FO1298  ___________________________________________________________________
 FO1298  LAPLACE CORR-           6.44  (seconds)                    DEFLEC99
 FO1298  GEOID HEIGHT-         -21.27  (meters)                     GEOID03
 FO1298
 FO1298  HORZ ORDER  -  SECOND
 FO1298  VERT ORDER  -  THIRD ? (See Below)
 FO1298
 FO1298.The horizontal coordinates were established by classical geodetic methods
 FO1298.and adjusted by the National Geodetic Survey in December 1993..
 FO1298
 FO1298.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1298.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1298.The vertical order pertains to the NGVD 29 superseded value.
 FO1298
 FO1298.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1298
 FO1298.The geoid height was determined by GEOID03.
 FO1298
 FO1298;                    North         East     Units Scale Factor Converg.
 FO1298;SPC NM C     -   453,132.502   464,775.327   MT  0.99991529   -0 13 19.4
 FO1298;SPC NM C     - 1,486,652.22  1,524,850.39   sFT  0.99991529   -0 13 19.4
 FO1298;UTM  13      - 3,883,754.774   350,833.326   MT  0.99987423   -0 56 26.6
 FO1298
 FO1298!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1298!SPC NM C     -   0.99976076  x   0.99991529  =   0.99967607
 FO1298!UTM  13      -   0.99976076  x   0.99987423  =   0.99963502
 FO1298
 FO1298:                Primary Azimuth Mark                     Grid Az
 FO1298:SPC NM C     -  I25 27                                   186 08 48.7
 FO1298:UTM  13      -  I25 27                                   186 51 55.9
 FO1298
 FO1298|---------------------------------------------------------------------|
 FO1298| PID    Reference Object                     Distance      Geod. Az  |
 FO1298|                                                           dddmmss.s |
 FO1298| FO1302 I25 27                              APPROX. 0.7 KM 1855529.3 |
 FO1298|---------------------------------------------------------------------|
 FO1298
 FO1298                          SUPERSEDED SURVEY CONTROL
 FO1298
 FO1298  NAD 83(1986)-  35 05 07.98381(N)    106 38 10.69023(W) AD(       ) 2
 FO1298  NAD 27      -  35 05 07.81650(N)    106 38 08.59924(W) AD(       ) 2
 FO1298  NGVD 29 (07/19/86) 1544.98   (m)         5068.8    (f) LEVELING    3  
 FO1298
 FO1298.Superseded values are not recommended for survey control.
 FO1298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1298.See file dsdata.txt to determine how the superseded data were derived.
 FO1298
 FO1298_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU5083383755(NAD 83)
 FO1298_MARKER: DD = SURVEY DISK
 FO1298_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FO1298_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FO1298_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO1298+STABILITY: SURFACE MOTION
 FO1298
 FO1298  HISTORY     - Date     Condition        Report By
 FO1298  HISTORY     - 1969     MONUMENTED       NMHD
 FO1298  HISTORY     - 20050206 MARK NOT FOUND   GEOCAC
 FO1298
 FO1298                          STATION DESCRIPTION
 FO1298
 FO1298'DESCRIBED BY NM HIGHWAY DEPT 1969 (SRC)
 FO1298'THE STATION IS LOCATED ON I-25 AT THE INTERSECTION OF GRAND
 FO1298'AVE. AND I-25 SOUTH BOUND ON THE WEST BRIDGE AT THE NORTH END.
 FO1298'
 FO1298'TO REACH THE STATION FROM THE INTERSECTION OF CENTRAL AND THE
 FO1298'RAILROAD TRACKS (DOWNTOWN ALBUQUERQUE), GO EAST ON CENTRAL
 FO1298'(U.S.-66) FOR 0.15 MILE TO THE INTERSECTION OF BROADWAY
 FO1298'AND CENTRAL AND TURN NORTH ON BROADWAY.  GO NORTH ON BROADWAY
 FO1298'FOR 0.45 MILE TO THE INTERSECTION OF BROADWAY AND LOMAS
 FO1298'BLVD. AND TURN EAST ON LOMAS.  GO EAST ON LOMAS FOR 0.40 MILE
 FO1298'AND TAKE THE I-25 SOUTH ENTRANCE.  AS YOU ENTER I-25, THE
 FO1298'POINT IS APPROXIMATELY 0.2 MILE AND TO THE WEST OF THE BRIDGE
 FO1298'OVER GRAND AVENUE.  THE MONUMENT IS APPROXIMATELY 6 FT WEST
 FO1298'OF THE NORTHWEST WINGWALL OF THE SOUTH-BOUND I-25 BRIDGE
 FO1298'OVER GRAND AVE.
 FO1298'
 FO1298'THE MONUMENT IS A STANDARD STATE HIGHWAY COMMISSION DISK
 FO1298'STAMPED STA. I-25-26 AND IS FLUSH WITH THE GROUND.
 FO1298'
 FO1298'FOR THE INFORMATION TO THE STATIONS I-25-25 AND I-25-27, SEE
 FO1298'THE TRAVERSE DESCRIPTION SHEETS FOR I-25-25 AND I-25-27.
 FO1298
 FO1298                          STATION RECOVERY (2005)
 FO1298
 FO1298'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 FO1298'GRANDE AVE IS NOW DR. MARTIN LUTHER KING BLVD.  THE BRIDGE WIDTH HAS
 FO1298'DOUBLED DURING CONSTRUCTION, AND THERE IS NO MEDIAN WHERE THE MARK
 FO1298'SHOULD BE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1302 ***********************************************************************
 FO1302  DESIGNATION -  I25 27
 FO1302  PID         -  FO1302
 FO1302  STATE/COUNTY-  NM/BERNALILLO
 FO1302  USGS QUAD   -  ALBUQUERQUE WEST (1990)
 FO1302
 FO1302                         *CURRENT SURVEY CONTROL
 FO1302  ___________________________________________________________________
 FO1302* NAD 83(1992)-  35 04 45.73582(N)    106 38 13.49687(W)     ADJUSTED  
 FO1302* NAVD 88     -      1545.38   (+/-2cm)    5070.1    (feet)  VERTCON   
 FO1302  ___________________________________________________________________
 FO1302  LAPLACE CORR-           6.45  (seconds)                    DEFLEC99
 FO1302  GEOID HEIGHT-         -21.28  (meters)                     GEOID03
 FO1302
 FO1302  HORZ ORDER  -  SECOND
 FO1302  VERT ORDER  -  THIRD ? (See Below)
 FO1302
 FO1302.The horizontal coordinates were established by classical geodetic methods
 FO1302.and adjusted by the National Geodetic Survey in December 1993..
 FO1302
 FO1302.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1302.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1302.The vertical order pertains to the NGVD 29 superseded value.
 FO1302
 FO1302.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1302
 FO1302.The geoid height was determined by GEOID03.
 FO1302
 FO1302;                    North         East     Units Scale Factor Converg.
 FO1302;SPC NM C     -   452,447.391   464,701.544   MT  0.99991535   -0 13 20.9
 FO1302;SPC NM C     - 1,484,404.48  1,524,608.32   sFT  0.99991535   -0 13 20.9
 FO1302;UTM  13      - 3,883,070.670   350,750.959   MT  0.99987453   -0 56 27.7
 FO1302
 FO1302!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1302!SPC NM C     -   0.99976083  x   0.99991535  =   0.99967620
 FO1302!UTM  13      -   0.99976083  x   0.99987453  =   0.99963539
 FO1302
 FO1302:                Primary Azimuth Mark                     Grid Az
 FO1302:SPC NM C     -  I25 28                                   206 04 29.7
 FO1302:UTM  13      -  I25 28                                   206 47 36.5
 FO1302
 FO1302|---------------------------------------------------------------------|
 FO1302| PID    Reference Object                     Distance      Geod. Az  |
 FO1302|                                                           dddmmss.s |
 FO1302| FO1321 I25 28                              APPROX. 0.7 KM 2055108.8 |
 FO1302|---------------------------------------------------------------------|
 FO1302
 FO1302                          SUPERSEDED SURVEY CONTROL
 FO1302
 FO1302  NAD 83(1986)-  35 04 45.74139(N)    106 38 13.49814(W) AD(       ) 2
 FO1302  NAD 27      -  35 04 45.57347(N)    106 38 11.40739(W) AD(       ) 2
 FO1302  NGVD 29 (07/19/86) 1544.56   (m)         5067.4    (f) LEVELING    3  
 FO1302
 FO1302.Superseded values are not recommended for survey control.
 FO1302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1302.See file dsdata.txt to determine how the superseded data were derived.
 FO1302
 FO1302_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU5075183071(NAD 83)
 FO1302_MARKER: DD = SURVEY DISK
 FO1302_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FO1302_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FO1302_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO1302+STABILITY: SURFACE MOTION
 FO1302
 FO1302  HISTORY     - Date     Condition        Report By
 FO1302  HISTORY     - 1969     MONUMENTED       NMHD
 FO1302  HISTORY     - 20050206 GOOD             GEOCAC
 FO1302
 FO1302                          STATION DESCRIPTION
 FO1302
 FO1302'DESCRIBED BY NM HIGHWAY DEPT 1969 (SRC)
 FO1302'THE STATION IS LOCATED ON I-25 NORTH-BOUND AT THE SOUTHEAST
 FO1302'END OF THE BRIDGE OVER LEAD AVE.
 FO1302'
 FO1302'TO REACH THE STATION FROM THE INTERSECTION OF CENTRAL AND
 FO1302'THE RAILROAD TRACKS (DOWNTOWN ALBUQUERQUE), GO EAST ON CENTRAL
 FO1302'(U.S.-66) FOR 0.15 MILE TO THE INTERSECTION OF CENTRAL AND
 FO1302'BROADWAY.  GO SOUTH ON BROADWAY FOR 0.95 MILE TO THE INTERSECTION
 FO1302'OF BROADWAY AND STADIUM AND TURN EAST ON STADIUM.  GO EAST
 FO1302'ON STADIUM FOR 0.40 MILES PASSING UNDER I-25.  AFTER PASSING
 FO1302'UNDER I-25 TAKE THE I-25 NORTH ENTRANCE.  AFTER ENTERING I-25,
 FO1302'TRAVEL NORTH FOR 0.65 MILE.  YOU WILL PASS OVER ONE BRIDGE
 FO1302'WHICH IS THE ONE OVER COAL AVE., THEN THE SECOND IS THE
 FO1302'BRIDGE OVER LEAD AVE.  THE STATION IS APPROXIMATELY 1 FT
 FO1302'SOUTH OF THE SOUTHEAST CORNER OF AN ELECTRIC PULL BOX AT
 FO1302'THE SOUTH END OF I-25 NORTH-BOUND BRIDGE OVER LEAD AVE.
 FO1302'
 FO1302'THE MONUMENT IS A STANDARD STATE HIGHWAY COMMISSION DISK
 FO1302'STAMPED STA. I-25-27, AND IS FLUSH WITH THE GROUND.
 FO1302'
 FO1302'FOR THE INFORMATION TO THE STATIONS OF I-25-26 AND I-25-28,
 FO1302'SEE THE TRAVERSE DESCRIPTION SHEETS FOR I-25-26 AND I-25-28.
 FO1302
 FO1302                          STATION RECOVERY (2005)
 FO1302
 FO1302'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 FO1302'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1321 ***********************************************************************
 FO1321  DESIGNATION -  I25 28
 FO1321  PID         -  FO1321
 FO1321  STATE/COUNTY-  NM/BERNALILLO
 FO1321  USGS QUAD   -  ALBUQUERQUE WEST (1990)
 FO1321
 FO1321                         *CURRENT SURVEY CONTROL
 FO1321  ___________________________________________________________________
 FO1321* NAD 83(1992)-  35 04 26.22985(N)    106 38 24.99360(W)     ADJUSTED  
 FO1321* NAVD 88     -      1530.91   (+/-2cm)    5022.7    (feet)  VERTCON   
 FO1321  ___________________________________________________________________
 FO1321  LAPLACE CORR-           6.32  (seconds)                    DEFLEC99
 FO1321  GEOID HEIGHT-         -21.29  (meters)                     GEOID03
 FO1321
 FO1321  HORZ ORDER  -  SECOND
 FO1321  VERT ORDER  -  THIRD ? (See Below)
 FO1321
 FO1321.The horizontal coordinates were established by classical geodetic methods
 FO1321.and adjusted by the National Geodetic Survey in December 1993..
 FO1321
 FO1321.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1321.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1321.The vertical order pertains to the NGVD 29 superseded value.
 FO1321
 FO1321.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1321
 FO1321.The geoid height was determined by GEOID03.
 FO1321
 FO1321;                    North         East     Units Scale Factor Converg.
 FO1321;SPC NM C     -   451,847.462   464,407.968   MT  0.99991561   -0 13 27.4
 FO1321;SPC NM C     - 1,482,436.21  1,523,645.14   sFT  0.99991561   -0 13 27.4
 FO1321;UTM  13      - 3,882,474.494   350,449.895   MT  0.99987564   -0 56 33.8
 FO1321
 FO1321!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1321!SPC NM C     -   0.99976310  x   0.99991561  =   0.99967873
 FO1321!UTM  13      -   0.99976310  x   0.99987564  =   0.99963877
 FO1321
 FO1321:                Primary Azimuth Mark                     Grid Az
 FO1321:SPC NM C     -  I25 29                                   170 10 27.4
 FO1321:UTM  13      -  I25 29                                   170 53 33.8
 FO1321
 FO1321|---------------------------------------------------------------------|
 FO1321| PID    Reference Object                     Distance      Geod. Az  |
 FO1321|                                                           dddmmss.s |
 FO1321| FO1314 I25 29                              APPROX. 0.5 KM 1695700.0 |
 FO1321|---------------------------------------------------------------------|
 FO1321
 FO1321                          SUPERSEDED SURVEY CONTROL
 FO1321
 FO1321  NAD 83(1986)-  35 04 26.23541(N)    106 38 24.99484(W) AD(       ) 2
 FO1321  NAD 27      -  35 04 26.06677(N)    106 38 22.90426(W) AD(       ) 2
 FO1321  NGVD 29 (07/19/86) 1530.09   (m)         5020.0    (f) LEVELING    3  
 FO1321
 FO1321.Superseded values are not recommended for survey control.
 FO1321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1321.See file dsdata.txt to determine how the superseded data were derived.
 FO1321
 FO1321_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU5045082474(NAD 83)
 FO1321_MARKER: DD = SURVEY DISK
 FO1321_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FO1321_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FO1321_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO1321+STABILITY: SURFACE MOTION
 FO1321_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FO1321+SATELLITE: SATELLITE OBSERVATIONS - May 21, 2005
 FO1321
 FO1321  HISTORY     - Date     Condition        Report By
 FO1321  HISTORY     - 1969     MONUMENTED       NMHD
 FO1321  HISTORY     - 20050521 GOOD             GEOCAC
 FO1321
 FO1321                          STATION DESCRIPTION
 FO1321
 FO1321'DESCRIBED BY NM HIGHWAY DEPT 1969 (SRC)
 FO1321'THIS STATION IS ON THE I-25 SOUTH-BOUND AND IS APPROXIMATELY
 FO1321'BETWEEN COAL AVE. AND STADIUM BLVD. JUST SOUTH OF THE PEDESTRIAN
 FO1321'OVERPASS.
 FO1321'
 FO1321'TO REACH THE STATION FROM THE INTERSECTION OF CENTRAL AND
 FO1321'THE RAILROAD TRACKS (DOWNTOWN ALBUQUERQUE), GO EAST ON CENTRAL
 FO1321'(U.S.-66) FOR 0.6 MILE.  THEN TURN SOUTH ON I-25 SOUTH-BOUND.
 FO1321'GO SOUTH ON I-25 0.55 MILE AND PASS UNDER A PEDESTRIAN CROSSWALK.
 FO1321'THE POINT IS THEN LOCATED TO THE WEST OF THIS LOCATION.  THE
 FO1321'STATION IS APPROXIMATELY 6 FT WEST OF THE SOUTH END OF THE
 FO1321'GUARD RAIL ON THE WEST SIDE OF I-25 SOUTH-BOUND.
 FO1321'
 FO1321'THE MONUMENT IS A STANDARD STATE HIGHWAY COMMISSION DISK
 FO1321'STAMPED STA. I-25-28 AND IS FLUSH WITH THE GROUND.
 FO1321'
 FO1321'FOR INFORMATION TO THE STATION NATIONAL, SEE TRIANGULATION
 FO1321'SHEET NATIONAL AND FOR I-25-27 AND I-25-29, SEE TRAVERSE
 FO1321'SHEETS I-25-27 AND I-25-29.
 FO1321
 FO1321                          STATION RECOVERY (2005)
 FO1321
 FO1321'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 FO1321'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1314 ***********************************************************************
 FO1314  DESIGNATION -  I25 29
 FO1314  PID         -  FO1314
 FO1314  STATE/COUNTY-  NM/BERNALILLO
 FO1314  USGS QUAD   -  ALBUQUERQUE WEST (1990)
 FO1314
 FO1314                         *CURRENT SURVEY CONTROL
 FO1314  ___________________________________________________________________
 FO1314* NAD 83(1992)-  35 04 10.21414(N)    106 38 21.54117(W)     ADJUSTED  
 FO1314* NAVD 88     -      1534.40   (+/-2cm)    5034.1    (feet)  VERTCON   
 FO1314  ___________________________________________________________________
 FO1314  LAPLACE CORR-           6.44  (seconds)                    DEFLEC99
 FO1314  GEOID HEIGHT-         -21.29  (meters)                     GEOID03
 FO1314
 FO1314  HORZ ORDER  -  SECOND
 FO1314  VERT ORDER  -  THIRD ? (See Below)
 FO1314
 FO1314.The horizontal coordinates were established by classical geodetic methods
 FO1314.and adjusted by the National Geodetic Survey in December 1993..
 FO1314
 FO1314.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1314.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1314.The vertical order pertains to the NGVD 29 superseded value.
 FO1314
 FO1314.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1314
 FO1314.The geoid height was determined by GEOID03.
 FO1314
 FO1314;                    North         East     Units Scale Factor Converg.
 FO1314;SPC NM C     -   451,353.607   464,493.500   MT  0.99991553   -0 13 25.3
 FO1314;SPC NM C     - 1,480,815.96  1,523,925.76   sFT  0.99991553   -0 13 25.3
 FO1314;UTM  13      - 3,881,979.625   350,529.225   MT  0.99987535   -0 56 31.5
 FO1314
 FO1314!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1314!SPC NM C     -   0.99976255  x   0.99991553  =   0.99967810
 FO1314!UTM  13      -   0.99976255  x   0.99987535  =   0.99963793
 FO1314
 FO1314:                Primary Azimuth Mark                     Grid Az
 FO1314:SPC NM C     -  I25 30                                   176 07 11.7
 FO1314:UTM  13      -  I25 30                                   176 50 17.9
 FO1314
 FO1314|---------------------------------------------------------------------|
 FO1314| PID    Reference Object                     Distance      Geod. Az  |
 FO1314|                                                           dddmmss.s |
 FO1314| FO1308 I25 30                              APPROX. 1.1 KM 1755346.4 |
 FO1314| FO1321 I25 28                              APPROX. 0.5 KM 3495701.9 |
 FO1314|---------------------------------------------------------------------|
 FO1314
 FO1314                          SUPERSEDED SURVEY CONTROL
 FO1314
 FO1314  NAD 83(1986)-  35 04 10.21967(N)    106 38 21.54238(W) AD(       ) 2
 FO1314  NAD 27      -  35 04 10.05041(N)    106 38 19.45209(W) AD(       ) 2
 FO1314  NGVD 29 (07/19/86) 1533.58   (m)         5031.4    (f) LEVELING    3  
 FO1314
 FO1314.Superseded values are not recommended for survey control.
 FO1314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1314.See file dsdata.txt to determine how the superseded data were derived.
 FO1314
 FO1314_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU5052981980(NAD 83)
 FO1314_MARKER: DD = SURVEY DISK
 FO1314_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FO1314_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FO1314_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO1314+STABILITY: SURFACE MOTION
 FO1314_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FO1314+SATELLITE: SATELLITE OBSERVATIONS - May 21, 2005
 FO1314
 FO1314  HISTORY     - Date     Condition        Report By
 FO1314  HISTORY     - 1969     MONUMENTED       NMHD
 FO1314  HISTORY     - 20050521 GOOD             GEOCAC
 FO1314
 FO1314                          STATION DESCRIPTION
 FO1314
 FO1314'DESCRIBED BY NM HIGHWAY DEPT 1969 (SRC)
 FO1314'THE STATION IS LOCATED ON I-25 NORTH-BOUND AT THE SOUTH END
 FO1314'OF THE BRIDGE OF STADIUM BLVD.
 FO1314'
 FO1314'TO REACH THE STATION FROM THE INTERSECTION OF CENTRAL AND
 FO1314'THE RAILROAD TRACKS (DOWNTOWN ALBUQUERQUE), GO EAST ON CENTRAL
 FO1314'(U.S.-66) FOR 0.6 MILE AND TURN SOUTH ON I-25 SOUTH-BOUND.
 FO1314'TRAVEL SOUTH ON I-25 FOR 1.50 MILE TO THE MILES ROAD EXIT.
 FO1314'TAKE THE MILES ROAD EAST EXIT.  GO UNDER I-25 AND RE-ENTER ON THE
 FO1314'I-25 NORTH-BOUND.  TRAVEL NORTH FOR 0.45 MILE TO THE BRIDGE
 FO1314'OVER STADIUM BLVD.  THE MONUMENT IS APPROXIMATELY 2 FT EAST
 FO1314'OF THE CURB AND 4 FT SOUTH OF THE SOUTH WINGWALL OF I-25
 FO1314'NORTH-BOUND BRIDGE OVER STADIUM BLVD.
 FO1314'
 FO1314'THE MONUMENT IS A STANDARD STATE HIGHWAY COMMISSION DISK
 FO1314'STAMPED STA. I-25-29 AND IS FLUSH WITH THE GROUND.
 FO1314'
 FO1314'FOR THE DESCRIPTION TO THE STATIONS I-25-28 AND I-25-30,
 FO1314'SEE THE TRAVERSE SHEETS I-25-29 AND I-25-30.
 FO1314
 FO1314                          STATION RECOVERY (2005)
 FO1314
 FO1314'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 FO1314'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1080 ***********************************************************************
 FO1080  DESIGNATION -  I25 2N
 FO1080  PID         -  FO1080
 FO1080  STATE/COUNTY-  NM/SANDOVAL
 FO1080  USGS QUAD   -  BERNALILLO (1990)
 FO1080
 FO1080                         *CURRENT SURVEY CONTROL
 FO1080  ___________________________________________________________________
 FO1080* NAD 83(1992)-  35 20 24.68708(N)    106 31 01.97838(W)     ADJUSTED  
 FO1080* NAVD 88     -      1563.59   (+/-2cm)    5129.9    (feet)  VERTCON   
 FO1080  ___________________________________________________________________
 FO1080  LAPLACE CORR-           5.95  (seconds)                    DEFLEC99
 FO1080  GEOID HEIGHT-         -20.74  (meters)                     GEOID03
 FO1080
 FO1080  HORZ ORDER  -  SECOND
 FO1080  VERT ORDER  -  THIRD ? (See Below)
 FO1080
 FO1080.The horizontal coordinates were established by classical geodetic methods
 FO1080.and adjusted by the National Geodetic Survey in December 1993..
 FO1080
 FO1080.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1080.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1080.The vertical order pertains to the NGVD 29 superseded value.
 FO1080
 FO1080.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1080
 FO1080.The geoid height was determined by GEOID03.
 FO1080
 FO1080;                    North         East     Units Scale Factor Converg.
 FO1080;SPC NM C     -   481,345.236   475,710.110   MT  0.99990727   -0 09 16.4
 FO1080;SPC NM C     - 1,579,213.50  1,560,725.59   sFT  0.99990727   -0 09 16.4
 FO1080;UTM  13      - 3,911,826.089   362,121.576   MT  0.99983428   -0 52 39.9
 FO1080
 FO1080!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1080!SPC NM C     -   0.99975789  x   0.99990727  =   0.99966518
 FO1080!UTM  13      -   0.99975789  x   0.99983428  =   0.99959221
 FO1080
 FO1080:                Primary Azimuth Mark                     Grid Az
 FO1080:SPC NM C     -  I25 1N                                   211 02 16.9
 FO1080:UTM  13      -  I25 1N                                   211 45 40.4
 FO1080
 FO1080|---------------------------------------------------------------------|
 FO1080| PID    Reference Object                     Distance      Geod. Az  |
 FO1080|                                                           dddmmss.s |
 FO1080| FO1081 I25 1N                              APPROX. 1.7 KM 2105300.5 |
 FO1080|---------------------------------------------------------------------|
 FO1080
 FO1080                          SUPERSEDED SURVEY CONTROL
 FO1080
 FO1080  NAD 83(1986)-  35 20 24.69283(N)    106 31 01.98069(W) AD(       ) 2
 FO1080  NAD 27      -  35 20 24.55163(N)    106 30 59.88607(W) AD(       ) 2
 FO1080  NGVD 29 (07/19/86) 1562.72   (m)         5127.0    (f) LEVELING    3  
 FO1080
 FO1080.Superseded values are not recommended for survey control.
 FO1080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1080.See file dsdata.txt to determine how the superseded data were derived.
 FO1080
 FO1080_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV6212211826(NAD 83)
 FO1080_MARKER: DD = SURVEY DISK
 FO1080_SETTING: 0 = UNSPECIFIED SETTING
 FO1080_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FO1080
 FO1080  HISTORY     - Date     Condition        Report By
 FO1080  HISTORY     - 1974     MONUMENTED       NMHD
 FO1080  HISTORY     - 20050216 GOOD             GEOCAC
 FO1080
 FO1080                          STATION DESCRIPTION
 FO1080
 FO1080'DESCRIBED BY NM HIGHWAY DEPT 1974 (SRC)
 FO1080'THE STATION IS LOCATED APPROXIMATELY 17.5 MILES NORTH OF ALBUQUERQUE
 FO1080'ON HIGHWAY I-25.
 FO1080'
 FO1080'TO REACH THE STATION FROM THE I-25 AND S.R. 44 HIGHWAY INTERCHANGE
 FO1080'EAST OF BERNALILLO, GO 1.9 MILES NORTH ALONG HIGHWAY I-25.  THE
 FO1080'STATION LOCATED ON THE LEFT, 2 FEET EAST OF WEST RIGHT OF WAY
 FO1080'FENCE AND 10 FEET SOUTH OF T RAIL MARKED 1020+00.
 FO1080'
 FO1080'THE MONUMENT IS A NEW MEXICO HIGHWAY COMMISSION STANDARD DISC,
 FO1080'STAMPED I-25-2N, SET IN CONCRETE FLUSH WITH GROUND.
 FO1080
 FO1080                          STATION RECOVERY (2005)
 FO1080
 FO1080'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 FO1080'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1061 ***********************************************************************
 FO1061  DESIGNATION -  I25 3
 FO1061  PID         -  FO1061
 FO1061  STATE/COUNTY-  NM/SANDOVAL
 FO1061  USGS QUAD   -  BERNALILLO (1990)
 FO1061
 FO1061                         *CURRENT SURVEY CONTROL
 FO1061  ___________________________________________________________________
 FO1061* NAD 83(1992)-  35 17 10.78986(N)    106 32 59.16354(W)     ADJUSTED  
 FO1061* NAVD 88     -      1568.23   (+/-2cm)    5145.1    (feet)  VERTCON   
 FO1061  ___________________________________________________________________
 FO1061  LAPLACE CORR-           8.10  (seconds)                    DEFLEC99
 FO1061  GEOID HEIGHT-         -20.76  (meters)                     GEOID03
 FO1061
 FO1061  HORZ ORDER  -  SECOND
 FO1061  VERT ORDER  -  THIRD ? (See Below)
 FO1061
 FO1061.The horizontal coordinates were established by classical geodetic methods
 FO1061.and adjusted by the National Geodetic Survey in December 1993..
 FO1061
 FO1061.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1061.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1061.The vertical order pertains to the NGVD 29 superseded value.
 FO1061
 FO1061.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1061
 FO1061.The geoid height was determined by GEOID03.
 FO1061
 FO1061;                    North         East     Units Scale Factor Converg.
 FO1061;SPC NM C     -   475,378.668   472,733.113   MT  0.99990916   -0 10 23.4
 FO1061;SPC NM C     - 1,559,638.18  1,550,958.55   sFT  0.99990916   -0 10 23.4
 FO1061;UTM  13      - 3,905,897.953   359,069.768   MT  0.99984477   -0 53 43.4
 FO1061
 FO1061!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1061!SPC NM C     -   0.99975716  x   0.99990916  =   0.99966635
 FO1061!UTM  13      -   0.99975716  x   0.99984477  =   0.99960197
 FO1061
 FO1061:                Primary Azimuth Mark                     Grid Az
 FO1061:SPC NM C     -  I25 4                                    204 48 28.7
 FO1061:UTM  13      -  I25 4                                    205 31 48.7
 FO1061
 FO1061|---------------------------------------------------------------------|
 FO1061| PID    Reference Object                     Distance      Geod. Az  |
 FO1061|                                                           dddmmss.s |
 FO1061| FO1054 I25 4                               APPROX. 1.5 KM 2043805.3 |
 FO1061|---------------------------------------------------------------------|
 FO1061
 FO1061                          SUPERSEDED SURVEY CONTROL
 FO1061
 FO1061  NAD 83(1986)-  35 17 10.79564(N)    106 32 59.16563(W) AD(       ) 2
 FO1061  NAD 27      -  35 17 10.64920(N)    106 32 57.07203(W) AD(       ) 2
 FO1061  NGVD 29 (07/19/86) 1567.39   (m)         5142.3    (f) LEVELING    3  
 FO1061
 FO1061.Superseded values are not recommended for survey control.
 FO1061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1061.See file dsdata.txt to determine how the superseded data were derived.
 FO1061
 FO1061_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV5907005898(NAD 83)
 FO1061_MARKER: DD = SURVEY DISK
 FO1061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FO1061_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FO1061_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO1061+STABILITY: SURFACE MOTION
 FO1061
 FO1061  HISTORY     - Date     Condition        Report By
 FO1061  HISTORY     - 1969     MONUMENTED       NMHD
 FO1061  HISTORY     - 20050216 GOOD             GEOCAC
 FO1061
 FO1061                          STATION DESCRIPTION
 FO1061
 FO1061'DESCRIBED BY NM HIGHWAY DEPT 1969 (SRC)
 FO1061'THE STATION IS LOCATED 0.8 MILE SOUTH OF THE I-25 AND NM-473
 FO1061'INTERSECTION (BERNALILLO INTERCHANGE) ON I-25.
 FO1061'
 FO1061'TO REACH FROM THE COURT HOUSE IN BERNALILLO, GO SOUTH ON
 FO1061'U.S.-85 (WHICH IS DEL PUEBLO) FOR 0.4 MILE, TURN EAST ON THE
 FO1061'STREET, BERNALILLO.  TRAVEL EAST FOR 0.65 MILE AND THEN GO
 FO1061'SOUTH ON I-25 FOR 0.8 MILE.  THE MONUMENT IS LOCATED APPROXIMATELY
 FO1061'60 FT WEST OF THE CENTER LINE OF THE EXISTING SOUTH-BOUND
 FO1061'LANE OF I-25.  IT IS NEAR THE STATE R/W MARKER PAINTED 798 +
 FO1061'33.32.
 FO1061'
 FO1061'THE MONUMENT IS A STANDARD STATE HIGHWAY COMMISSION DISK
 FO1061'STAMPED STA. I-25-3, AND IS FLUSH WITH THE GROUND.
 FO1061'
 FO1061'FOR THE DESCRIPTIONS TO STATIONS I-25-2 AND I-25-4, SEE TRAVERSE
 FO1061'STATIONS I-25-2 AND I-25-4.
 FO1061
 FO1061                          STATION RECOVERY (2005)
 FO1061
 FO1061'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 FO1061'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1308 ***********************************************************************
 FO1308  DESIGNATION -  I25 30
 FO1308  PID         -  FO1308
 FO1308  STATE/COUNTY-  NM/BERNALILLO
 FO1308  USGS QUAD   -  ALBUQUERQUE WEST (1990)
 FO1308
 FO1308                         *CURRENT SURVEY CONTROL
 FO1308  ___________________________________________________________________
 FO1308* NAD 83(1992)-  35 03 35.79164(N)    106 38 18.53755(W)     ADJUSTED  
 FO1308* NAVD 88     -      1536.592  (meters)    5041.30   (feet)  ADJUSTED  
 FO1308  ___________________________________________________________________
 FO1308  LAPLACE CORR-           6.59  (seconds)                    DEFLEC99
 FO1308  GEOID HEIGHT-         -21.29  (meters)                     GEOID03
 FO1308  DYNAMIC HT  -        1534.483 (meters)    5034.38  (feet)  COMP
 FO1308  MODELED GRAV-     979,209.0   (mgal)                       NAVD 88
 FO1308
 FO1308  HORZ ORDER  -  SECOND
 FO1308  VERT ORDER  -  FIRST     CLASS II
 FO1308
 FO1308.The horizontal coordinates were established by classical geodetic methods
 FO1308.and adjusted by the National Geodetic Survey in December 1993..
 FO1308
 FO1308.The orthometric height was determined by differential leveling
 FO1308.and adjusted by the National Geodetic Survey in April 1995..
 FO1308
 FO1308.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1308
 FO1308.The geoid height was determined by GEOID03.
 FO1308
 FO1308.The dynamic height is computed by dividing the NAVD 88
 FO1308.geopotential number by the normal gravity value computed on the
 FO1308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO1308.degrees latitude (g = 980.6199 gals.).
 FO1308
 FO1308.The modeled gravity was interpolated from observed gravity values.
 FO1308
 FO1308;                    North         East     Units Scale Factor Converg.
 FO1308;SPC NM C     -   450,292.604   464,565.462   MT  0.99991547   -0 13 23.4
 FO1308;SPC NM C     - 1,477,334.98  1,524,161.85   sFT  0.99991547   -0 13 23.4
 FO1308;UTM  13      - 3,880,917.846   350,587.878   MT  0.99987513   -0 56 28.9
 FO1308
 FO1308!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1308!SPC NM C     -   0.99976221  x   0.99991547  =   0.99967770
 FO1308!UTM  13      -   0.99976221  x   0.99987513  =   0.99963737
 FO1308
 FO1308:                Primary Azimuth Mark                     Grid Az
 FO1308:SPC NM C     -  G 10                                     283 56 01.0
 FO1308:UTM  13      -  G 10                                     284 39 06.5
 FO1308
 FO1308|---------------------------------------------------------------------|
 FO1308| PID    Reference Object                     Distance      Geod. Az  |
 FO1308|                                                           dddmmss.s |
 FO1308| FO1326 G 10                                APPROX. 0.5 KM 2834237.6 |
 FO1308|---------------------------------------------------------------------|
 FO1308
 FO1308                          SUPERSEDED SURVEY CONTROL
 FO1308
 FO1308  NAD 83(1986)-  35 03 35.79713(N)    106 38 18.53871(W) AD(       ) 2
 FO1308  NAD 27      -  35 03 35.62651(N)    106 38 16.44912(W) AD(       ) 2
 FO1308  NGVD 29 (07/19/86) 1535.74   (m)         5038.5    (f) LEVELING    3  
 FO1308
 FO1308.Superseded values are not recommended for survey control.
 FO1308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1308.See file dsdata.txt to determine how the superseded data were derived.
 FO1308
 FO1308_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU5058880918(NAD 83)
 FO1308_MARKER: DB = BENCH MARK DISK
 FO1308_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FO1308_SP_SET: CONCRETE POST
 FO1308_STAMPING: I-25-30
 FO1308_MARK LOGO: NMHC  
 FO1308_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO1308+STABILITY: SURFACE MOTION
 FO1308_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FO1308+SATELLITE: SATELLITE OBSERVATIONS - December 21, 2004
 FO1308
 FO1308  HISTORY     - Date     Condition        Report By
 FO1308  HISTORY     - 1969     MONUMENTED       NMHD
 FO1308  HISTORY     - 1969     GOOD             NMHC
 FO1308  HISTORY     - 19911002 GOOD             NGS
 FO1308  HISTORY     - 20041221 GOOD             GEOCAC
 FO1308
 FO1308                          STATION DESCRIPTION
 FO1308
 FO1308'DESCRIBED BY NM HIGHWAY DEPT 1969 (SRC)
 FO1308'THE STATION IS LOCATED ON THE I-25 SOUTH-BOUND AT THE NORTHWEST
 FO1308'END OF THE MILES ROAD BRIDGE.
 FO1308'
 FO1308'TO REACH THE STATION FROM THE INTERSECTION OF CENTRAL AND
 FO1308'THE RAILROAD TRACKS (DOWNTOWN ALBUQUERQUE), GO EAST ON CENTRAL
 FO1308'(U.S.-66) FOR 0.6 MILE AND TURN SOUTH ON I-25 SOUTH-BOUND.
 FO1308'TRAVEL SOUTH FOR 1.50 MILE AND THE STATION IS LOCATED TO
 FO1308'THE WEST OF THIS LOCATION.  THE MONUMENT IS APPROXIMATELY 6 FT
 FO1308'WEST OF THE NORTH END OF THE NORTH WINGWALL OF I-25 SOUTH-BOUND
 FO1308'OVER MILES ROAD.
 FO1308'
 FO1308'THE MONUMENT IS A STANDARD STATE HIGHWAY COMMISSION DISK
 FO1308'STAMPED STA. I-25-30 AND IS FLUSH WITH THE GROUND.
 FO1308'
 FO1308'FOR THE DESCRIPTION TO STATION STADIUM SEE TRIANGULATION
 FO1308'STATION STADIUM AND FOR G-9, G-10, I-25-29 AND I-25-31, SEE
 FO1308'TRAVERSE STATIONS G-9, G-10, I-25-29 AND I-25-31.
 FO1308
 FO1308                          STATION RECOVERY (1969)
 FO1308
 FO1308'RECOVERY NOTE BY NEW MEXICO STATE HIGHWAY COMMISSION 1969
 FO1308'RECOVERED IN GOOD CONDITION.
 FO1308
 FO1308                          STATION RECOVERY (1991)
 FO1308
 FO1308'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 FO1308'IN ALBUQUERQUE, AT THE INTERSECTION OF INTERSTATE HIGHWAY 25 AND
 FO1308'GIBSON BOULEVARD, 25.9 M (85.0 FT) NORTH OF THE CENTERLINE OF THE
 FO1308'WESTBOUND LANES OF THE BOULEVARD, 12.1 M (39.7 FT) ABOVE THE LEVEL OF
 FO1308'THE BOULEVARD, 10.1 M (33.1 FT) WEST OF AND LEVEL WITH THE CENTERLINE
 FO1308'OF THE SOUTHBOUND LANES OF THE HIGHWAY, 1.7 M (5.6 FT) WEST OF THE
 FO1308'NORTHWEST CORNER OF A HIGHWAY OVERPASS OF THE BOULEVARD, 0.3 M
 FO1308'(1.0 FT) EAST OF A WITNESS POST, AND THE MONUMENT PROJECTS 0.1 M
 FO1308'(0.3 FT) ABOVE THE GROUND SURFACE.
 FO1308
 FO1308                          STATION RECOVERY (2004)
 FO1308
 FO1308'RECOVERY NOTE BY GEOCACHING 2004 (BMC)
 FO1308'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1306 ***********************************************************************
 FO1306  DESIGNATION -  I25 31
 FO1306  PID         -  FO1306
 FO1306  STATE/COUNTY-  NM/BERNALILLO
 FO1306  USGS QUAD   -  ALBUQUERQUE WEST (1990)
 FO1306
 FO1306                         *CURRENT SURVEY CONTROL
 FO1306  ___________________________________________________________________
 FO1306* NAD 83(1992)-  35 02 26.45388(N)    106 38 15.70870(W)     ADJUSTED  
 FO1306* NAVD 88     -      1542.96   (+/-2cm)    5062.2    (feet)  VERTCON   
 FO1306  ___________________________________________________________________
 FO1306  LAPLACE CORR-           6.76  (seconds)                    DEFLEC99
 FO1306  GEOID HEIGHT-         -21.30  (meters)                     GEOID03
 FO1306
 FO1306  HORZ ORDER  -  SECOND
 FO1306  VERT ORDER  -  THIRD ? (See Below)
 FO1306
 FO1306.The horizontal coordinates were established by classical geodetic methods
 FO1306.and adjusted by the National Geodetic Survey in December 1993..
 FO1306
 FO1306.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1306.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1306.The vertical order pertains to the NGVD 29 superseded value.
 FO1306
 FO1306.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1306
 FO1306.The geoid height was determined by GEOID03.
 FO1306
 FO1306;                    North         East     Units Scale Factor Converg.
 FO1306;SPC NM C     -   448,155.735   464,628.833   MT  0.99991541   -0 13 21.4
 FO1306;SPC NM C     - 1,470,324.27  1,524,369.76   sFT  0.99991541   -0 13 21.4
 FO1306;UTM  13      - 3,878,780.436   350,624.464   MT  0.99987500   -0 56 25.7
 FO1306
 FO1306!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1306!SPC NM C     -   0.99976121  x   0.99991541  =   0.99967664
 FO1306!UTM  13      -   0.99976121  x   0.99987500  =   0.99963624
 FO1306
 FO1306:                Primary Azimuth Mark                     Grid Az
 FO1306:SPC NM C     -  I25 32                                   181 28 19.9
 FO1306:UTM  13      -  I25 32                                   182 11 24.2
 FO1306
 FO1306|---------------------------------------------------------------------|
 FO1306| PID    Reference Object                     Distance      Geod. Az  |
 FO1306|                                                           dddmmss.s |
 FO1306| FO1310 I25 32                              APPROX. 1.9 KM 1811458.5 |
 FO1306|---------------------------------------------------------------------|
 FO1306
 FO1306                          SUPERSEDED SURVEY CONTROL
 FO1306
 FO1306  NAD 83(1986)-  35 02 26.45934(N)    106 38 15.70975(W) AD(       ) 2
 FO1306  NAD 27      -  35 02 26.28713(N)    106 38 13.62107(W) AD(       ) 2
 FO1306  NGVD 29 (07/19/86) 1542.15   (m)         5059.5    (f) LEVELING    3  
 FO1306
 FO1306.Superseded values are not recommended for survey control.
 FO1306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1306.See file dsdata.txt to determine how the superseded data were derived.
 FO1306
 FO1306_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU5062478780(NAD 83)
 FO1306_MARKER: DD = SURVEY DISK
 FO1306_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FO1306_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FO1306_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO1306+STABILITY: SURFACE MOTION
 FO1306
 FO1306  HISTORY     - Date     Condition        Report By
 FO1306  HISTORY     - 1969     MONUMENTED       NMHD
 FO1306  HISTORY     - 20041221 MARK NOT FOUND   GEOCAC
 FO1306
 FO1306                          STATION DESCRIPTION
 FO1306
 FO1306'DESCRIBED BY NM HIGHWAY DEPT 1969 (SRC)
 FO1306'THE STATION IS LOCATED ON I-25 NORTH BOUND AT THE NORTHEAST
 FO1306'END OF A BRIDGE OVER A SPUR TRACK APPROXIMATELY 1.35 MILE
 FO1306'SOUTH OF MILES ROAD.
 FO1306'
 FO1306'TO REACH THE STATION FROM THE INTERSECTION OF CENTRAL AND
 FO1306'THE RAILROAD TRACKS (DOWNTOWN ALBUQUERQUE) GO EAST ON CENTRAL
 FO1306'(U.S.-66) FOR 0.6 MILE, THEN TURN SOUTH ON I-25 SOUTH-BOUND.
 FO1306'GO SOUTH FOR 2.85 MILES.  THE STATION IS THEN LOCATED ON THE
 FO1306'EAST SIDE OF THIS BRIDGE.  THE STATION IS APPROXIMATELY 5 FT
 FO1306'NORTH OF THE NORTHEAST END OF THE NORTH WINGWALL OF I-25
 FO1306'NORTH-BOUND OVER THE RAILROAD SPUR TRACK SOUTH OF MILES ROAD.
 FO1306'
 FO1306'THE MONUMENT IS A STANDARD STATE HIGHWAY COMMISSION DISK
 FO1306'STAMPED STA. I-25-31 AND IS FLUSH WITH THE GROUND.
 FO1306'
 FO1306'FOR INFORMATION TO THE STATIONS I-25-30 AND I-25-32, SEE
 FO1306'TRAVERSE STATION DESCRIPTION SHEETS I-25-30 AND I-25-32.
 FO1306
 FO1306                          STATION RECOVERY (2004)
 FO1306
 FO1306'RECOVERY NOTE BY GEOCACHING 2004 (BMC)
 FO1306'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1310 ***********************************************************************
 FO1310  DESIGNATION -  I25 32
 FO1310  PID         -  FO1310
 FO1310  STATE/COUNTY-  NM/BERNALILLO
 FO1310  USGS QUAD   -  ALBUQUERQUE WEST (1990)
 FO1310
 FO1310                         *CURRENT SURVEY CONTROL
 FO1310  ___________________________________________________________________
 FO1310* NAD 83(1992)-  35 01 23.55179(N)    106 38 17.37664(W)     ADJUSTED  
 FO1310* NAVD 88     -      1570.03   (+/-2cm)    5151.0    (feet)  VERTCON   
 FO1310  ___________________________________________________________________
 FO1310  LAPLACE CORR-           6.67  (seconds)                    DEFLEC99
 FO1310  GEOID HEIGHT-         -21.31  (meters)                     GEOID03
 FO1310
 FO1310  HORZ ORDER  -  SECOND
 FO1310  VERT ORDER  -  THIRD ? (See Below)
 FO1310
 FO1310.The horizontal coordinates were established by classical geodetic methods
 FO1310.and adjusted by the National Geodetic Survey in December 1993..
 FO1310
 FO1310.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1310.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1310.The vertical order pertains to the NGVD 29 superseded value.
 FO1310
 FO1310.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1310
 FO1310.The geoid height was determined by GEOID03.
 FO1310
 FO1310;                    North         East     Units Scale Factor Converg.
 FO1310;SPC NM C     -   446,217.624   464,579.025   MT  0.99991546   -0 13 22.0
 FO1310;SPC NM C     - 1,463,965.65  1,524,206.35   sFT  0.99991546   -0 13 22.0
 FO1310;UTM  13      - 3,876,843.180   350,550.385   MT  0.99987527   -0 56 25.2
 FO1310
 FO1310!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1310!SPC NM C     -   0.99975696  x   0.99991546  =   0.99967244
 FO1310!UTM  13      -   0.99975696  x   0.99987527  =   0.99963226
 FO1310
 FO1310:                Primary Azimuth Mark                     Grid Az
 FO1310:SPC NM C     -  NM 361 5                                 284 52 13.5
 FO1310:UTM  13      -  NM 361 5                                 285 35 16.7
 FO1310
 FO1310|---------------------------------------------------------------------|
 FO1310| PID    Reference Object                     Distance      Geod. Az  |
 FO1310|                                                           dddmmss.s |
 FO1310| FO1327 NM 361 5                            APPROX. 0.8 KM 2843851.5 |
 FO1310|---------------------------------------------------------------------|
 FO1310
 FO1310                          SUPERSEDED SURVEY CONTROL
 FO1310
 FO1310  NAD 83(1986)-  35 01 23.55723(N)    106 38 17.37762(W) AD(       ) 2
 FO1310  NAD 27      -  35 01 23.38398(N)    106 38 15.28914(W) AD(       ) 2
 FO1310  NGVD 29 (07/19/86) 1569.22   (m)         5148.3    (f) LEVELING    3  
 FO1310
 FO1310.Superseded values are not recommended for survey control.
 FO1310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1310.See file dsdata.txt to determine how the superseded data were derived.
 FO1310
 FO1310_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU5055076843(NAD 83)
 FO1310_MARKER: DD = SURVEY DISK
 FO1310_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FO1310_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FO1310_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO1310+STABILITY: SURFACE MOTION
 FO1310
 FO1310  HISTORY     - Date     Condition        Report By
 FO1310  HISTORY     - 1969     MONUMENTED       NMHD
 FO1310  HISTORY     - 20041222 MARK NOT FOUND   GEOCAC
 FO1310
 FO1310                          STATION DESCRIPTION
 FO1310
 FO1310'DESCRIBED BY NM HIGHWAY DEPT 1969 (SRC)
 FO1310'THE STATION IS LOCATED ON I-25 NORTH-BOUND AT THE SOUTHWEST
 FO1310'END OF THE BRIDGE OVER RIO BRAVO BLVD.
 FO1310'
 FO1310'TO REACH THE STATION FROM THE INTERSECTION OF CENTRAL AND
 FO1310'THE RAILROAD TRACKS (DOWNTOWN ALBUQUERQUE), GO EAST ON CENTRAL
 FO1310'(U.S.-66) FOR 0.6 MILE AND TURN SOUTH ON I-25 SOUTH-BOUND.
 FO1310'TRAVEL SOUTH ON I-25 FOR 4.05 MILES TO THE BRIDGE OVER RIO
 FO1310'BRAVO BLVD.  THE STATION IS AT THIS POINT.  IT IS APPROXIMATELY
 FO1310'5 FT WEST OF THE SOUTH END OF THE SOUTHWEST WINGWALL OF I-25
 FO1310'NORTH-BOUND BRIDGE OVER RIO BRAVO BLVD.
 FO1310'
 FO1310'THE MONUMENT IS A STANDARD STATE HIGHWAY COMMISSION DISK
 FO1310'STAMPED STA. I-25-32 AND IS FLUSH WITH THE GROUND.
 FO1310'
 FO1310'FOR INFORMATION TO THE STATIONS I-25-31 AND NM-361-5, SEE
 FO1310'THE TRAVERSE DESCRIPTION SHEETS FOR I-25-31 AND NM-361-5.
 FO1310
 FO1310                          STATION RECOVERY (2004)
 FO1310
 FO1310'RECOVERY NOTE BY GEOCACHING 2004 (BMC)
 FO1310'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1031 ***********************************************************************
 FO1031  DESIGNATION -  I25 3N
 FO1031  PID         -  FO1031
 FO1031  STATE/COUNTY-  NM/SANDOVAL
 FO1031  USGS QUAD   -  PLACITAS (1990)
 FO1031
 FO1031                         *CURRENT SURVEY CONTROL
 FO1031  ___________________________________________________________________
 FO1031* NAD 83(1992)-  35 21 18.66435(N)    106 29 51.15670(W)     ADJUSTED  
 FO1031* NAVD 88     -      1605.62   (+/-2cm)    5267.8    (feet)  VERTCON   
 FO1031  ___________________________________________________________________
 FO1031  LAPLACE CORR-           5.77  (seconds)                    DEFLEC99
 FO1031  GEOID HEIGHT-         -20.71  (meters)                     GEOID03
 FO1031
 FO1031  HORZ ORDER  -  SECOND
 FO1031  VERT ORDER  -  THIRD ? (See Below)
 FO1031
 FO1031.The horizontal coordinates were established by classical geodetic methods
 FO1031.and adjusted by the National Geodetic Survey in December 1993..
 FO1031
 FO1031.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1031.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1031.The vertical order pertains to the NGVD 29 superseded value.
 FO1031
 FO1031.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1031
 FO1031.The geoid height was determined by GEOID03.
 FO1031
 FO1031;                    North         East     Units Scale Factor Converg.
 FO1031;SPC NM C     -   483,003.932   477,502.514   MT  0.99990624   -0 08 35.7
 FO1031;SPC NM C     - 1,584,655.40  1,566,606.16   sFT  0.99990624   -0 08 35.7
 FO1031;UTM  13      - 3,913,461.903   363,934.639   MT  0.99982816   -0 52 00.0
 FO1031
 FO1031!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1031!SPC NM C     -   0.99975129  x   0.99990624  =   0.99965756
 FO1031!UTM  13      -   0.99975129  x   0.99982816  =   0.99957950
 FO1031
 FO1031:                Primary Azimuth Mark                     Grid Az
 FO1031:SPC NM C     -  I25 4N                                   038 55 32.5
 FO1031:UTM  13      -  I25 4N                                   039 38 56.8
 FO1031
 FO1031|---------------------------------------------------------------------|
 FO1031| PID    Reference Object                     Distance      Geod. Az  |
 FO1031|                                                           dddmmss.s |
 FO1031| FO1030 I25 4N                              APPROX. 0.8 KM 0384656.8 |
 FO1031|---------------------------------------------------------------------|
 FO1031
 FO1031                          SUPERSEDED SURVEY CONTROL
 FO1031
 FO1031  NAD 83(1986)-  35 21 18.67014(N)    106 29 51.15912(W) AD(       ) 2
 FO1031  NAD 27      -  35 21 18.53074(N)    106 29 49.06574(W) AD(       ) 2
 FO1031  NGVD 29 (07/19/86) 1604.75   (m)         5264.9    (f) LEVELING    3  
 FO1031
 FO1031.Superseded values are not recommended for survey control.
 FO1031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1031.See file dsdata.txt to determine how the superseded data were derived.
 FO1031
 FO1031_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV6393513462(NAD 83)
 FO1031_MARKER: DD = SURVEY DISK
 FO1031_SETTING: 0 = UNSPECIFIED SETTING
 FO1031_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FO1031
 FO1031  HISTORY     - Date     Condition        Report By
 FO1031  HISTORY     - 1974     MONUMENTED       NMHD
 FO1031  HISTORY     - 20050225 MARK NOT FOUND   GEOCAC
 FO1031
 FO1031                          STATION DESCRIPTION
 FO1031
 FO1031'DESCRIBED BY NM HIGHWAY DEPT 1974 (SRC)
 FO1031'THE STATION IS LOCATED APPROXIMATELY 19 MILES NORTH OF ALBUQUERQUE
 FO1031'ON HIGHWAY I-25.
 FO1031'
 FO1031'TO REACH THE STATION FROM THE I-25 AND S.R. 44 HIGHWAY INTERCHANGE
 FO1031'EAST OF BERNALILLO, GO 3.4 MILES NORTH ALONG HIGHWAY I-25.  THE
 FO1031'STATION IS LOCATED ON THE RIGHT, 2 FEET WEST OF EAST RIGHT OF WAY
 FO1031'FENCE AND 20 FEET SOUTH OF A DOUBLE T RAIL MARKED 1099+39.03
 FO1031'AH. OVER 1100+10.99 BK.
 FO1031'
 FO1031'THE MONUMENT IS A NEW MEXICO STATE HIGHWAY COMMISSION STANDARD
 FO1031'DISC, STAMPED I-25-3N, SET IN CONCRETE FLUSH WITH GROUND.
 FO1031
 FO1031                          STATION RECOVERY (2005)
 FO1031
 FO1031'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 FO1031'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1054 ***********************************************************************
 FO1054  DESIGNATION -  I25 4
 FO1054  PID         -  FO1054
 FO1054  STATE/COUNTY-  NM/SANDOVAL
 FO1054  USGS QUAD   -  BERNALILLO (1990)
 FO1054
 FO1054                         *CURRENT SURVEY CONTROL
 FO1054  ___________________________________________________________________
 FO1054* NAD 83(1992)-  35 16 25.14767(N)    106 33 24.68557(W)     ADJUSTED  
 FO1054* NAVD 88     -      1569.06   (+/-2cm)    5147.8    (feet)  VERTCON   
 FO1054  ___________________________________________________________________
 FO1054  LAPLACE CORR-           8.45  (seconds)                    DEFLEC99
 FO1054  GEOID HEIGHT-         -20.78  (meters)                     GEOID03
 FO1054
 FO1054  HORZ ORDER  -  SECOND
 FO1054  VERT ORDER  -  THIRD ? (See Below)
 FO1054
 FO1054.The horizontal coordinates were established by classical geodetic methods
 FO1054.and adjusted by the National Geodetic Survey in December 1993..
 FO1054
 FO1054.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1054.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1054.The vertical order pertains to the NGVD 29 superseded value.
 FO1054
 FO1054.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1054
 FO1054.The geoid height was determined by GEOID03.
 FO1054
 FO1054;                    North         East     Units Scale Factor Converg.
 FO1054;SPC NM C     -   473,974.161   472,083.903   MT  0.99990960   -0 10 37.9
 FO1054;SPC NM C     - 1,555,030.23  1,548,828.61   sFT  0.99990960   -0 10 37.9
 FO1054;UTM  13      - 3,904,501.828   358,402.951   MT  0.99984709   -0 53 57.1
 FO1054
 FO1054!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1054!SPC NM C     -   0.99975704  x   0.99990960  =   0.99966666
 FO1054!UTM  13      -   0.99975704  x   0.99984709  =   0.99960417
 FO1054
 FO1054:                Primary Azimuth Mark                     Grid Az
 FO1054:SPC NM C     -  I25 5                                    196 10 45.7
 FO1054:UTM  13      -  I25 5                                    196 54 04.9
 FO1054
 FO1054|---------------------------------------------------------------------|
 FO1054| PID    Reference Object                     Distance      Geod. Az  |
 FO1054|                                                           dddmmss.s |
 FO1054| FO1053 I25 5                               APPROX. 0.8 KM 1960007.8 |
 FO1054|---------------------------------------------------------------------|
 FO1054
 FO1054                          SUPERSEDED SURVEY CONTROL
 FO1054
 FO1054  NAD 83(1986)-  35 16 25.15347(N)    106 33 24.68760(W) AD(       ) 2
 FO1054  NAD 27      -  35 16 25.00589(N)    106 33 22.59435(W) AD(       ) 2
 FO1054  NGVD 29 (07/19/86) 1568.22   (m)         5145.1    (f) LEVELING    3  
 FO1054
 FO1054.Superseded values are not recommended for survey control.
 FO1054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1054.See file dsdata.txt to determine how the superseded data were derived.
 FO1054
 FO1054_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV5840304502(NAD 83)
 FO1054_MARKER: DD = SURVEY DISK
 FO1054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FO1054_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FO1054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO1054+STABILITY: SURFACE MOTION
 FO1054
 FO1054  HISTORY     - Date     Condition        Report By
 FO1054  HISTORY     - 1969     MONUMENTED       NMHD
 FO1054  HISTORY     - 20050216 GOOD             GEOCAC
 FO1054
 FO1054                          STATION DESCRIPTION
 FO1054
 FO1054'DESCRIBED BY NM HIGHWAY DEPT 1969 (SRC)
 FO1054'THE STATION IS LOCATED 1.75 MILE SOUTH OF THE INTERSECTION
 FO1054'OF I-25 AND NM-473 (BERNALILLO INTERCHANGE) ON I-25.
 FO1054'
 FO1054'TO REACH THE STATION FROM THE COURT HOUSE IN BERNALILLO,
 FO1054'GO SOUTH ON U.S.-85 (WHICH IS DEL PUEBLO) FOR 0.4 MILE, THEN
 FO1054'GO EAST ON THE STREET BERNALILLO FOR 0.65 MILE AND TURN
 FO1054'SOUTH ON I-25 FOR 1.75 MILE.  THE MONUMENT IS LOCATED AT THE
 FO1054'TOP OF THE BANK APPROXIMATELY 60 FT WEST OF THE CENTERLINE
 FO1054'OF THE SOUTH-BOUND LANE OF I-25., APPROXIMATELY 3 FT EAST
 FO1054'OF THE WEST R/W FENCE.
 FO1054'
 FO1054'THE MONUMENT IS A STANDARD STATE HIGHWAY COMMISSION DISK
 FO1054'STAMPED STA. I-25-4 AND IS FLUSH WITH THE GROUND.
 FO1054'
 FO1054'FOR THE DESCRIPTION OF THE STATION PUEBLO, SEE TRIANGULATION
 FO1054'STATION PUEBLO AND FOR I-25-3 AND I-25-5, SEE TRAVERSE STATIONS
 FO1054'I-25-3 AND I-25-5.
 FO1054
 FO1054                          STATION RECOVERY (2005)
 FO1054
 FO1054'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 FO1054'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1030 ***********************************************************************
 FO1030  DESIGNATION -  I25 4N
 FO1030  PID         -  FO1030
 FO1030  STATE/COUNTY-  NM/SANDOVAL
 FO1030  USGS QUAD   -  PLACITAS (1990)
 FO1030
 FO1030                         *CURRENT SURVEY CONTROL
 FO1030  ___________________________________________________________________
 FO1030* NAD 83(1992)-  35 21 39.20849(N)    106 29 31.00491(W)     ADJUSTED  
 FO1030* NAVD 88     -      1603.10   (+/-2cm)    5259.5    (feet)  VERTCON   
 FO1030  ___________________________________________________________________
 FO1030  LAPLACE CORR-           5.59  (seconds)                    DEFLEC99
 FO1030  GEOID HEIGHT-         -20.71  (meters)                     GEOID03
 FO1030
 FO1030  HORZ ORDER  -  SECOND
 FO1030  VERT ORDER  -  THIRD ? (See Below)
 FO1030
 FO1030.The horizontal coordinates were established by classical geodetic methods
 FO1030.and adjusted by the National Geodetic Survey in December 1993..
 FO1030
 FO1030.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1030.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1030.The vertical order pertains to the NGVD 29 superseded value.
 FO1030
 FO1030.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1030
 FO1030.The geoid height was determined by GEOID03.
 FO1030
 FO1030;                    North         East     Units Scale Factor Converg.
 FO1030;SPC NM C     -   483,635.755   478,012.799   MT  0.99990596   -0 08 24.1
 FO1030;SPC NM C     - 1,586,728.31  1,568,280.32   sFT  0.99990596   -0 08 24.1
 FO1030;UTM  13      - 3,914,087.184   364,452.821   MT  0.99982642   -0 51 48.8
 FO1030
 FO1030!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1030!SPC NM C     -   0.99975169  x   0.99990596  =   0.99965767
 FO1030!UTM  13      -   0.99975169  x   0.99982642  =   0.99957815
 FO1030
 FO1030:                Primary Azimuth Mark                     Grid Az
 FO1030:SPC NM C     -  I25 3N                                   218 55 32.5
 FO1030:UTM  13      -  I25 3N                                   219 38 57.2
 FO1030
 FO1030|---------------------------------------------------------------------|
 FO1030| PID    Reference Object                     Distance      Geod. Az  |
 FO1030|                                                           dddmmss.s |
 FO1030| FO1031 I25 3N                              APPROX. 0.8 KM 2184708.4 |
 FO1030|---------------------------------------------------------------------|
 FO1030
 FO1030                          SUPERSEDED SURVEY CONTROL
 FO1030
 FO1030  NAD 83(1986)-  35 21 39.21428(N)    106 29 31.00738(W) AD(       ) 2
 FO1030  NAD 27      -  35 21 39.07588(N)    106 29 28.91404(W) AD(       ) 2
 FO1030  NGVD 29 (07/19/86) 1602.22   (m)         5256.6    (f) LEVELING    3  
 FO1030
 FO1030.Superseded values are not recommended for survey control.
 FO1030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1030.See file dsdata.txt to determine how the superseded data were derived.
 FO1030
 FO1030_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV6445314087(NAD 83)
 FO1030_MARKER: DD = SURVEY DISK
 FO1030_SETTING: 0 = UNSPECIFIED SETTING
 FO1030_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FO1030
 FO1030  HISTORY     - Date     Condition        Report By
 FO1030  HISTORY     - 1974     MONUMENTED       NMHD
 FO1030  HISTORY     - 20050225 GOOD             GEOCAC
 FO1030
 FO1030                          STATION DESCRIPTION
 FO1030
 FO1030'DESCRIBED BY NM HIGHWAY DEPT 1974 (SRC)
 FO1030'THE STATION IS LOCATED APPROXIMATELY 19.5 MILES NORTH OF ALBUQUERQUE
 FO1030'ON HIGHWAY I-25.
 FO1030'
 FO1030'TO REACH THE STATION FROM THE I-25 AND S.R. 44 HIGHWAY INTERCHANGE
 FO1030'EAST OF BERNALILLO, GO 3.9 MILES NORTH ALONG HIGHWAY I-25.  THE
 FO1030'STATION IS LOCATED ON THE LEFT, 2 FEET EAST OF WEST RIGHT OF WAY
 FO1030'FENCE AT T RAIL MARKED 1125+70.65.
 FO1030'
 FO1030'THE MONUMENT IS A NEW MEXICO STATE HIGHWAY COMMISSION STANDARD
 FO1030'DISC, STAMPED I-24-4N, SET IN CONCRETE FLUSH WITH GROUND.
 FO1030
 FO1030                          STATION RECOVERY (2005)
 FO1030
 FO1030'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 FO1030'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1053 ***********************************************************************
 FO1053  DESIGNATION -  I25 5
 FO1053  PID         -  FO1053
 FO1053  STATE/COUNTY-  NM/SANDOVAL
 FO1053  USGS QUAD   -  BERNALILLO (1990)
 FO1053
 FO1053                         *CURRENT SURVEY CONTROL
 FO1053  ___________________________________________________________________
 FO1053* NAD 83(1992)-  35 15 58.94156(N)    106 33 33.84924(W)     ADJUSTED  
 FO1053* NAVD 88     -      1569.20   (+/-2cm)    5148.3    (feet)  VERTCON   
 FO1053  ___________________________________________________________________
 FO1053  LAPLACE CORR-           8.70  (seconds)                    DEFLEC99
 FO1053  GEOID HEIGHT-         -20.78  (meters)                     GEOID03
 FO1053
 FO1053  HORZ ORDER  -  SECOND
 FO1053  VERT ORDER  -  THIRD ? (See Below)
 FO1053
 FO1053.The horizontal coordinates were established by classical geodetic methods
 FO1053.and adjusted by the National Geodetic Survey in December 1993..
 FO1053
 FO1053.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1053.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1053.The vertical order pertains to the NGVD 29 superseded value.
 FO1053
 FO1053.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1053
 FO1053.The geoid height was determined by GEOID03.
 FO1053
 FO1053;                    North         East     Units Scale Factor Converg.
 FO1053;SPC NM C     -   473,167.332   471,849.813   MT  0.99990976   -0 10 43.1
 FO1053;SPC NM C     - 1,552,383.16  1,548,060.59   sFT  0.99990976   -0 10 43.1
 FO1053;UTM  13      - 3,903,698.063   358,158.729   MT  0.99984794   -0 54 01.9
 FO1053
 FO1053!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1053!SPC NM C     -   0.99975702  x   0.99990976  =   0.99966680
 FO1053!UTM  13      -   0.99975702  x   0.99984794  =   0.99960499
 FO1053
 FO1053:                Primary Azimuth Mark                     Grid Az
 FO1053:SPC NM C     -  I25 4                                    016 10 45.6
 FO1053:UTM  13      -  I25 4                                    016 54 04.4
 FO1053
 FO1053|---------------------------------------------------------------------|
 FO1053| PID    Reference Object                     Distance      Geod. Az  |
 FO1053|                                                           dddmmss.s |
 FO1053| FO1054 I25 4                               APPROX. 0.8 KM 0160002.5 |
 FO1053|---------------------------------------------------------------------|
 FO1053
 FO1053                          SUPERSEDED SURVEY CONTROL
 FO1053
 FO1053  NAD 83(1986)-  35 15 58.94736(N)    106 33 33.85122(W) AD(       ) 2
 FO1053  NAD 27      -  35 15 58.79910(N)    106 33 31.75836(W) AD(       ) 2
 FO1053  NGVD 29 (07/19/86) 1568.37   (m)         5145.6    (f) LEVELING    3  
 FO1053
 FO1053.Superseded values are not recommended for survey control.
 FO1053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1053.See file dsdata.txt to determine how the superseded data were derived.
 FO1053
 FO1053_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV5815903698(NAD 83)
 FO1053_MARKER: DD = SURVEY DISK
 FO1053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FO1053_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FO1053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO1053+STABILITY: SURFACE MOTION
 FO1053
 FO1053  HISTORY     - Date     Condition        Report By
 FO1053  HISTORY     - 1969     MONUMENTED       NMHD
 FO1053  HISTORY     - 20050216 GOOD             GEOCAC
 FO1053
 FO1053                          STATION DESCRIPTION
 FO1053
 FO1053'DESCRIBED BY NM HIGHWAY DEPT 1969 (SRC)
 FO1053'THE STATION IS LOCATED 2.25 MILES SOUTH OF THE I-25 AND NM-473
 FO1053'INTERSECTION (BERNALILLO INTERCHANGE) ON I-25.
 FO1053'
 FO1053'TO REACH THE STATION FROM THE COURT HOUSE IN BERNALILLO GO
 FO1053'SOUTH ON U.S.-85 (WHICH IS DEL PUEBLO) FOR 0.4 MILE, THEN
 FO1053'TURN EAST ON THE STREET BERNALILLO AND GO EAST FOR 0.65 MILE
 FO1053'THEN TURN SOUTH ON I-25 AND GO SOUTH FOR 2.25 MILES.  THE
 FO1053'MONUMENT IS THEN LOCATED TO THE EAST OF THIS POINT ON THE
 FO1053'TOP OF A SMALL KNOLL APPROXIMATELY 43 FT WEST OF THE EAST R/W
 FO1053'FENCE.
 FO1053'
 FO1053'THE MONUMENT IS A STANDARD STATE HIGHWAY COMMISSION DISK
 FO1053'STAMPED STA. I-25-5 AND IS FLUSH WITH THE GROUND.
 FO1053'
 FO1053'FOR THE DESCRIPTIONS TO THE STATION PUEBLO, SEE TRIANGULATION
 FO1053'STATION PUEBLO AND FOR I-25-4 AND I-25-6, SEE TRAVERSE STATIONS
 FO1053'I-25-4 AND I-25-6.
 FO1053
 FO1053                          STATION RECOVERY (2005)
 FO1053
 FO1053'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 FO1053'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0978 ***********************************************************************
 EQ0978  DESIGNATION -  I25 50
 EQ0978  PID         -  EQ0978
 EQ0978  STATE/COUNTY-  NM/VALENCIA
 EQ0978  USGS QUAD   -  VEGUITA (1991)
 EQ0978
 EQ0978                         *CURRENT SURVEY CONTROL
 EQ0978  ___________________________________________________________________
 EQ0978* NAD 83(1992)-  34 36 39.72558(N)    106 47 09.80731(W)     ADJUSTED  
 EQ0978* NAVD 88     -      1472.38   (+/-2cm)    4830.6    (feet)  VERTCON   
 EQ0978  ___________________________________________________________________
 EQ0978  LAPLACE CORR-           0.86  (seconds)                    DEFLEC99
 EQ0978  GEOID HEIGHT-         -21.90  (meters)                     GEOID03
 EQ0978
 EQ0978  HORZ ORDER  -  SECOND
 EQ0978  VERT ORDER  -  THIRD ? (See Below)
 EQ0978
 EQ0978.The horizontal coordinates were established by classical geodetic methods
 EQ0978.and adjusted by the National Geodetic Survey in December 1993..
 EQ0978
 EQ0978.The NAVD 88 height was computed by applying the VERTCON shift value to
 EQ0978.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EQ0978.The vertical order pertains to the NGVD 29 superseded value.
 EQ0978
 EQ0978.The Laplace correction was computed from DEFLEC99 derived deflections.
 EQ0978
 EQ0978.The geoid height was determined by GEOID03.
 EQ0978
 EQ0978;                    North         East     Units Scale Factor Converg.
 EQ0978;SPC NM C     -   400,558.530   450,838.506   MT  0.99992978   -0 18 16.2
 EQ0978;SPC NM C     - 1,314,165.78  1,479,126.00   sFT  0.99992978   -0 18 16.2
 EQ0978;SPC NM W     -   400,933.202   926,047.993   MT  1.00003034   +0 35 41.6
 EQ0978;SPC NM W     - 1,315,395.01  3,038,209.12   sFT  1.00003034   +0 35 41.6
 EQ0978;UTM  13      - 3,831,359.728   336,242.328   MT  0.99993054   -1 00 53.0
 EQ0978
 EQ0978!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EQ0978!SPC NM C     -   0.99977236  x   0.99992978  =   0.99970216
 EQ0978!SPC NM W     -   0.99977236  x   1.00003034  =   0.99980270
 EQ0978!UTM  13      -   0.99977236  x   0.99993054  =   0.99970292
 EQ0978
 EQ0978:                Primary Azimuth Mark                     Grid Az
 EQ0978:SPC NM C     -  I25 51                                   189 38 22.8
 EQ0978:SPC NM W     -  I25 51                                   188 44 25.0
 EQ0978:UTM  13      -  I25 51                                   190 20 59.6
 EQ0978
 EQ0978|---------------------------------------------------------------------|
 EQ0978| PID    Reference Object                     Distance      Geod. Az  |
 EQ0978|                                                           dddmmss.s |
 EQ0978| EQ0979 I25 51                              APPROX. 1.6 KM 1892006.6 |
 EQ0978|---------------------------------------------------------------------|
 EQ0978
 EQ0978                          SUPERSEDED SURVEY CONTROL
 EQ0978
 EQ0978  NAD 83(1986)-  34 36 39.73075(N)    106 47 09.80708(W) AD(       ) 2
 EQ0978  NAD 27      -  34 36 39.51264(N)    106 47 07.70587(W) AD(       ) 2
 EQ0978  NGVD 29 (07/19/86) 1471.62   (m)         4828.1    (f) LEVELING    3  
 EQ0978
 EQ0978.Superseded values are not recommended for survey control.
 EQ0978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0978.See file dsdata.txt to determine how the superseded data were derived.
 EQ0978
 EQ0978_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU3624231360(NAD 83)
 EQ0978_MARKER: DD = SURVEY DISK
 EQ0978_SETTING: 0 = UNSPECIFIED SETTING
 EQ0978_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EQ0978
 EQ0978  HISTORY     - Date     Condition        Report By
 EQ0978  HISTORY     - 1974     MONUMENTED       NMHD
 EQ0978  HISTORY     - 20050318 MARK NOT FOUND   GEOCAC
 EQ0978
 EQ0978                          STATION DESCRIPTION
 EQ0978
 EQ0978'DESCRIBED BY NM HIGHWAY DEPT 1974 (SRC)
 EQ0978'THE STATION IS LOCATED APPROXIMATELY 2 MILES SOUTH OF BELEN ON
 EQ0978'HIGHWAY I-25.
 EQ0978'
 EQ0978'TO REACH THE STATION FROM THE I-25 INTERCHANGE SOUTH OF BELEN, GO
 EQ0978'1.4 MILES SOUTH ALONG HIGHWAY I-25.  THE STATION IS LOCATED ON THE
 EQ0978'RIGHT 2 FEET EAST OF THE N.W. HEADWALL OF A CONCRETE BOX CULVERT
 EQ0978'RIGHT OF SOUTHBOUND LANE.
 EQ0978'
 EQ0978'THE MONUMENT IS A NEW MEXICO HIGHWAY COMMISSION STANDARD DISC,
 EQ0978'STAMPED I-25-50, SET IN CONCRETE FLUSH WITH GROUND.
 EQ0978
 EQ0978                          STATION RECOVERY (2005)
 EQ0978
 EQ0978'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 EQ0978'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0979 ***********************************************************************
 EQ0979  DESIGNATION -  I25 51
 EQ0979  PID         -  EQ0979
 EQ0979  STATE/COUNTY-  NM/VALENCIA
 EQ0979  USGS QUAD   -  VEGUITA (1991)
 EQ0979
 EQ0979                         *CURRENT SURVEY CONTROL
 EQ0979  ___________________________________________________________________
 EQ0979* NAD 83(1992)-  34 35 47.09467(N)    106 47 20.26987(W)     ADJUSTED  
 EQ0979* NAVD 88     -      1477.89   (+/-2cm)    4848.7    (feet)  VERTCON   
 EQ0979  ___________________________________________________________________
 EQ0979  LAPLACE CORR-           0.79  (seconds)                    DEFLEC99
 EQ0979  GEOID HEIGHT-         -21.89  (meters)                     GEOID03
 EQ0979
 EQ0979  HORZ ORDER  -  SECOND
 EQ0979  VERT ORDER  -  THIRD ? (See Below)
 EQ0979
 EQ0979.The horizontal coordinates were established by classical geodetic methods
 EQ0979.and adjusted by the National Geodetic Survey in December 1993..
 EQ0979
 EQ0979.The NAVD 88 height was computed by applying the VERTCON shift value to
 EQ0979.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EQ0979.The vertical order pertains to the NGVD 29 superseded value.
 EQ0979
 EQ0979.The Laplace correction was computed from DEFLEC99 derived deflections.
 EQ0979
 EQ0979.The geoid height was determined by GEOID03.
 EQ0979
 EQ0979;                    North         East     Units Scale Factor Converg.
 EQ0979;SPC NM C     -   398,938.275   450,563.308   MT  0.99993011   -0 18 21.7
 EQ0979;SPC NM C     - 1,308,849.99  1,478,223.12   sFT  0.99993011   -0 18 21.7
 EQ0979;SPC NM W     -   399,308.665   925,798.232   MT  1.00002975   +0 35 34.9
 EQ0979;SPC NM W     - 1,310,065.18  3,037,389.70   sFT  1.00002975   +0 35 34.9
 EQ0979;UTM  13      - 3,829,743.006   335,947.071   MT  0.99993173   -1 00 57.6
 EQ0979
 EQ0979!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EQ0979!SPC NM C     -   0.99977150  x   0.99993011  =   0.99970162
 EQ0979!SPC NM W     -   0.99977150  x   1.00002975  =   0.99980124
 EQ0979!UTM  13      -   0.99977150  x   0.99993173  =   0.99970324
 EQ0979
 EQ0979:                Primary Azimuth Mark                     Grid Az
 EQ0979:SPC NM C     -  I25 52                                   188 47 56.3
 EQ0979:SPC NM W     -  I25 52                                   187 53 59.7
 EQ0979:UTM  13      -  I25 52                                   189 30 32.2
 EQ0979
 EQ0979|---------------------------------------------------------------------|
 EQ0979| PID    Reference Object                     Distance      Geod. Az  |
 EQ0979|                                                           dddmmss.s |
 EQ0979| EQ0980 I25 52                              APPROX. 1.9 KM 1882934.6 |
 EQ0979|---------------------------------------------------------------------|
 EQ0979
 EQ0979                          SUPERSEDED SURVEY CONTROL
 EQ0979
 EQ0979  NAD 83(1986)-  34 35 47.09985(N)    106 47 20.26958(W) AD(       ) 2
 EQ0979  NAD 27      -  34 35 46.88031(N)    106 47 18.17002(W) AD(       ) 2
 EQ0979  NGVD 29 (07/19/86) 1477.13   (m)         4846.2    (f) LEVELING    3  
 EQ0979
 EQ0979.Superseded values are not recommended for survey control.
 EQ0979.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0979.See file dsdata.txt to determine how the superseded data were derived.
 EQ0979
 EQ0979_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU3594729743(NAD 83)
 EQ0979_MARKER: DD = SURVEY DISK
 EQ0979_SETTING: 0 = UNSPECIFIED SETTING
 EQ0979_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EQ0979
 EQ0979  HISTORY     - Date     Condition        Report By
 EQ0979  HISTORY     - 1974     MONUMENTED       NMHD
 EQ0979  HISTORY     - 20050318 GOOD             GEOCAC
 EQ0979
 EQ0979                          STATION DESCRIPTION
 EQ0979
 EQ0979'DESCRIBED BY NM HIGHWAY DEPT 1974 (SRC)
 EQ0979'THE STATION IS LOCATED APPROXIMATELY 3 MILES SOUTH OF BELEN ON
 EQ0979'HIGHWAY I-25.
 EQ0979'
 EQ0979'TO REACH THE STATION FROM THE I-25 INTERCHANGE SOUTH OF BELEN, GO
 EQ0979'2.45 MILES SOUTH ALONG HIGHWAY I-25.  THE STATION IS LOCATED ON
 EQ0979'THE RIGHT 3 FEET EAST OF THE WEST RIGHT-OF-WAY FENCE.
 EQ0979'
 EQ0979'THE MONUMENT IS A NEW MEXICO HIGHWAY COMMISSION STANDARD
 EQ0979'DISC, STAMPED I-25-51, SET IN CONCRETE FLUSH WITH GROUND.
 EQ0979
 EQ0979                          STATION RECOVERY (2005)
 EQ0979
 EQ0979'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 EQ0979'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0980 ***********************************************************************
 EQ0980  DESIGNATION -  I25 52
 EQ0980  PID         -  EQ0980
 EQ0980  STATE/COUNTY-  NM/VALENCIA
 EQ0980  USGS QUAD   -  VEGUITA (1991)
 EQ0980
 EQ0980                         *CURRENT SURVEY CONTROL
 EQ0980  ___________________________________________________________________
 EQ0980* NAD 83(1992)-  34 34 45.28738(N)    106 47 31.42853(W)     ADJUSTED  
 EQ0980* NAVD 88     -      1474.95   (+/-2cm)    4839.1    (feet)  VERTCON   
 EQ0980  ___________________________________________________________________
 EQ0980  LAPLACE CORR-           0.73  (seconds)                    DEFLEC99
 EQ0980  GEOID HEIGHT-         -21.88  (meters)                     GEOID03
 EQ0980
 EQ0980  HORZ ORDER  -  SECOND
 EQ0980  VERT ORDER  -  THIRD ? (See Below)
 EQ0980
 EQ0980.The horizontal coordinates were established by classical geodetic methods
 EQ0980.and adjusted by the National Geodetic Survey in December 1993..
 EQ0980
 EQ0980.The NAVD 88 height was computed by applying the VERTCON shift value to
 EQ0980.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EQ0980.The vertical order pertains to the NGVD 29 superseded value.
 EQ0980
 EQ0980.The Laplace correction was computed from DEFLEC99 derived deflections.
 EQ0980
 EQ0980.The geoid height was determined by GEOID03.
 EQ0980
 EQ0980;                    North         East     Units Scale Factor Converg.
 EQ0980;SPC NM C     -   397,035.383   450,268.763   MT  0.99993047   -0 18 27.5
 EQ0980;SPC NM C     - 1,302,606.92  1,477,256.77   sFT  0.99993047   -0 18 27.5
 EQ0980;SPC NM W     -   397,401.197   925,533.547   MT  1.00002912   +0 35 27.6
 EQ0980;SPC NM W     - 1,303,807.09  3,036,521.31   sFT  1.00002912   +0 35 27.6
 EQ0980;UTM  13      - 3,827,843.904   335,628.974   MT  0.99993302   -1 01 02.3
 EQ0980
 EQ0980!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EQ0980!SPC NM C     -   0.99977196  x   0.99993047  =   0.99970244
 EQ0980!SPC NM W     -   0.99977196  x   1.00002912  =   0.99980107
 EQ0980!UTM  13      -   0.99977196  x   0.99993302  =   0.99970499
 EQ0980
 EQ0980:                Primary Azimuth Mark                     Grid Az
 EQ0980:SPC NM C     -  I25 53                                   188 48 02.7
 EQ0980:SPC NM W     -  I25 53                                   187 54 07.6
 EQ0980:UTM  13      -  I25 53                                   189 30 37.5
 EQ0980
 EQ0980|---------------------------------------------------------------------|
 EQ0980| PID    Reference Object                     Distance      Geod. Az  |
 EQ0980|                                                           dddmmss.s |
 EQ0980| EQ0981 I25 53                              APPROX. 1.3 KM 1882935.2 |
 EQ0980|---------------------------------------------------------------------|
 EQ0980
 EQ0980                          SUPERSEDED SURVEY CONTROL
 EQ0980
 EQ0980  NAD 83(1986)-  34 34 45.29258(N)    106 47 31.42819(W) AD(       ) 2
 EQ0980  NAD 27      -  34 34 45.07212(N)    106 47 29.32959(W) AD(       ) 2
 EQ0980  NGVD 29 (07/19/86) 1474.20   (m)         4836.6    (f) LEVELING    3  
 EQ0980
 EQ0980.Superseded values are not recommended for survey control.
 EQ0980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0980.See file dsdata.txt to determine how the superseded data were derived.
 EQ0980
 EQ0980_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU3562927844(NAD 83)
 EQ0980_MARKER: DD = SURVEY DISK
 EQ0980_SETTING: 0 = UNSPECIFIED SETTING
 EQ0980_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EQ0980
 EQ0980  HISTORY     - Date     Condition        Report By
 EQ0980  HISTORY     - 1974     MONUMENTED       NMHD
 EQ0980  HISTORY     - 20050318 GOOD             GEOCAC
 EQ0980
 EQ0980                          STATION DESCRIPTION
 EQ0980
 EQ0980'DESCRIBED BY NM HIGHWAY DEPT 1974 (SRC)
 EQ0980'THE STATION IS LOCATED APPROXIMATELY 4 MILES SOUTH OF BELEN ON
 EQ0980'HIGHWAY I-25.
 EQ0980'
 EQ0980'TO REACH THE STATION FROM THE I-25 INTERCHANGE SOUTH OF BELEN, GO
 EQ0980'3.7 MILES SOUTH ALONG HIGHWAY I-25.  THE STATION IS LOCATED ON THE
 EQ0980'RIGHT 3 FEET EAST OF THE WEST RIGHT-OF-WAY FENCE.
 EQ0980'
 EQ0980'THE MONUMENT IS A NEW MEXICO HIGHWAY COMMISSION STANDARD
 EQ0980'DISC, STAMPED I-25-52, SET IN CONCRETE FLUSH WITH GROUND.
 EQ0980
 EQ0980                          STATION RECOVERY (2005)
 EQ0980
 EQ0980'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 EQ0980'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0981 ***********************************************************************
 EQ0981  DESIGNATION -  I25 53
 EQ0981  PID         -  EQ0981
 EQ0981  STATE/COUNTY-  NM/VALENCIA
 EQ0981  USGS QUAD   -  VEGUITA (1991)
 EQ0981
 EQ0981                         *CURRENT SURVEY CONTROL
 EQ0981  ___________________________________________________________________
 EQ0981* NAD 83(1992)-  34 34 04.64673(N)    106 47 38.76492(W)     ADJUSTED  
 EQ0981* NAVD 88     -      1471.26   (+/-2cm)    4827.0    (feet)  VERTCON   
 EQ0981  ___________________________________________________________________
 EQ0981  LAPLACE CORR-           0.73  (seconds)                    DEFLEC99
 EQ0981  GEOID HEIGHT-         -21.87  (meters)                     GEOID03
 EQ0981
 EQ0981  HORZ ORDER  -  SECOND
 EQ0981  VERT ORDER  -  THIRD ? (See Below)
 EQ0981
 EQ0981.The horizontal coordinates were established by classical geodetic methods
 EQ0981.and adjusted by the National Geodetic Survey in December 1993..
 EQ0981
 EQ0981.The NAVD 88 height was computed by applying the VERTCON shift value to
 EQ0981.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EQ0981.The vertical order pertains to the NGVD 29 superseded value.
 EQ0981
 EQ0981.The Laplace correction was computed from DEFLEC99 derived deflections.
 EQ0981
 EQ0981.The geoid height was determined by GEOID03.
 EQ0981
 EQ0981;                    North         East     Units Scale Factor Converg.
 EQ0981;SPC NM C     -   395,784.166   450,075.048   MT  0.99993071   -0 18 31.4
 EQ0981;SPC NM C     - 1,298,501.88  1,476,621.22   sFT  0.99993071   -0 18 31.4
 EQ0981;SPC NM W     -   396,146.972   925,359.460   MT  1.00002871   +0 35 22.9
 EQ0981;SPC NM W     - 1,299,692.19  3,035,950.16   sFT  1.00002871   +0 35 22.9
 EQ0981;UTM  13      - 3,826,595.179   335,419.779   MT  0.99993387   -1 01 05.4
 EQ0981
 EQ0981!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EQ0981!SPC NM C     -   0.99977254  x   0.99993071  =   0.99970326
 EQ0981!SPC NM W     -   0.99977254  x   1.00002871  =   0.99980124
 EQ0981!UTM  13      -   0.99977254  x   0.99993387  =   0.99970642
 EQ0981
 EQ0981:                Primary Azimuth Mark                     Grid Az
 EQ0981:SPC NM C     -  R 937.5 A 2                              071 27 36.6
 EQ0981:SPC NM W     -  R 937.5 A 2                              070 33 42.3
 EQ0981:UTM  13      -  R 937.5 A 2                              072 10 10.6
 EQ0981
 EQ0981|---------------------------------------------------------------------|
 EQ0981| PID    Reference Object                     Distance      Geod. Az  |
 EQ0981|                                                           dddmmss.s |
 EQ0981| EQ0976 R 937.5 A 2                         APPROX. 2.0 KM 0710905.2 |
 EQ0981|---------------------------------------------------------------------|
 EQ0981
 EQ0981                          SUPERSEDED SURVEY CONTROL
 EQ0981
 EQ0981  NAD 83(1986)-  34 34 04.65194(N)    106 47 38.76455(W) AD(       ) 2
 EQ0981  NAD 27      -  34 34 04.43097(N)    106 47 36.66593(W) AD(       ) 2
 EQ0981  NGVD 29 (07/19/86) 1470.51   (m)         4824.5    (f) LEVELING    3  
 EQ0981
 EQ0981.Superseded values are not recommended for survey control.
 EQ0981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0981.See file dsdata.txt to determine how the superseded data were derived.
 EQ0981
 EQ0981_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU3542026595(NAD 83)
 EQ0981_MARKER: DD = SURVEY DISK
 EQ0981_SETTING: 0 = UNSPECIFIED SETTING
 EQ0981_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EQ0981
 EQ0981  HISTORY     - Date     Condition        Report By
 EQ0981  HISTORY     - 1974     MONUMENTED       NMHD
 EQ0981  HISTORY     - 20050318 MARK NOT FOUND   GEOCAC
 EQ0981
 EQ0981                          STATION DESCRIPTION
 EQ0981
 EQ0981'DESCRIBED BY NM HIGHWAY DEPT 1974 (SRC)
 EQ0981'THE STATION IS LOCATED APPROXIMATELY 5 MILES SOUTH OF BELEN ON
 EQ0981'HIGHWAY I-25.
 EQ0981'
 EQ0981'TO REACH THE STATION FROM THE I-25 INTERCHANGE SOUTH OF BELEN, GO
 EQ0981'4.5 MILES SOUTH ALONG HIGHWAY I-25.  THE STATION IS LOCATED ON THE
 EQ0981'RIGHT, 3 FEET EAST OF THE WEST RIGHT-OF-WAY FENCE.
 EQ0981'
 EQ0981'THE MONUMENT IS A NEW MEXICO HIGHWAY COMMISSION STANDARD
 EQ0981'DISC, STAMPED I-25-53, SET IN CONCRETE FLUSH WITH THE GROUND.
 EQ0981
 EQ0981                          STATION RECOVERY (2005)
 EQ0981
 EQ0981'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 EQ0981'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0982 ***********************************************************************
 EQ0982  DESIGNATION -  I25 54
 EQ0982  PID         -  EQ0982
 EQ0982  STATE/COUNTY-  NM/SOCORRO
 EQ0982  USGS QUAD   -  VEGUITA (1991)
 EQ0982
 EQ0982                         *CURRENT SURVEY CONTROL
 EQ0982  ___________________________________________________________________
 EQ0982* NAD 83(1992)-  34 32 31.65795(N)    106 47 55.65550(W)     ADJUSTED  
 EQ0982* NAVD 88     -      1466.36   (+/-2cm)    4810.9    (feet)  VERTCON   
 EQ0982  ___________________________________________________________________
 EQ0982  LAPLACE CORR-           0.80  (seconds)                    DEFLEC99
 EQ0982  GEOID HEIGHT-         -21.86  (meters)                     GEOID03
 EQ0982
 EQ0982  HORZ ORDER  -  SECOND
 EQ0982  VERT ORDER  -  THIRD ? (See Below)
 EQ0982
 EQ0982.The horizontal coordinates were established by classical geodetic methods
 EQ0982.and adjusted by the National Geodetic Survey in December 1993..
 EQ0982
 EQ0982.The NAVD 88 height was computed by applying the VERTCON shift value to
 EQ0982.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EQ0982.The vertical order pertains to the NGVD 29 superseded value.
 EQ0982
 EQ0982.The Laplace correction was computed from DEFLEC99 derived deflections.
 EQ0982
 EQ0982.The geoid height was determined by GEOID03.
 EQ0982
 EQ0982;                    North         East     Units Scale Factor Converg.
 EQ0982;SPC NM C     -   392,921.325   449,628.970   MT  0.99993126   -0 18 40.2
 EQ0982;SPC NM C     - 1,289,109.38  1,475,157.71   sFT  0.99993126   -0 18 40.2
 EQ0982;UTM  13      - 3,823,738.068   334,938.298   MT  0.99993583   -1 01 12.6
 EQ0982
 EQ0982!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EQ0982!SPC NM C     -   0.99977330  x   0.99993126  =   0.99970458
 EQ0982!UTM  13      -   0.99977330  x   0.99993583  =   0.99970915
 EQ0982
 EQ0982:                Primary Azimuth Mark                     Grid Az
 EQ0982:SPC NM C     -  I25 55                                   193 07 30.9
 EQ0982:UTM  13      -  I25 55                                   193 50 03.3
 EQ0982
 EQ0982|---------------------------------------------------------------------|
 EQ0982| PID    Reference Object                     Distance      Geod. Az  |
 EQ0982|                                                           dddmmss.s |
 EQ0982| EQ0983 I25 55                              APPROX. 1.1 KM 1924850.7 |
 EQ0982|---------------------------------------------------------------------|
 EQ0982
 EQ0982                          SUPERSEDED SURVEY CONTROL
 EQ0982
 EQ0982  NAD 83(1986)-  34 32 31.66323(N)    106 47 55.65509(W) AD(       ) 2
 EQ0982  NAD 27      -  34 32 31.44031(N)    106 47 53.55448(W) AD(       ) 2
 EQ0982  NGVD 29 (07/19/86) 1465.62   (m)         4808.5    (f) LEVELING    3  
 EQ0982
 EQ0982.Superseded values are not recommended for survey control.
 EQ0982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0982.See file dsdata.txt to determine how the superseded data were derived.
 EQ0982
 EQ0982_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU3493823738(NAD 83)
 EQ0982_MARKER: DD = SURVEY DISK
 EQ0982_SETTING: 0 = UNSPECIFIED SETTING
 EQ0982_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EQ0982
 EQ0982  HISTORY     - Date     Condition        Report By
 EQ0982  HISTORY     - 1974     MONUMENTED       NMHD
 EQ0982  HISTORY     - 20050318 GOOD             GEOCAC
 EQ0982
 EQ0982                          STATION DESCRIPTION
 EQ0982
 EQ0982'DESCRIBED BY NM HIGHWAY DEPT 1974 (SRC)
 EQ0982'THE STATION IS LOCATED APPROXIMATELY 7 MILES SOUTH OF BELEN ON
 EQ0982'HIGHWAY I-25.
 EQ0982'
 EQ0982'TO REACH THE STATION FROM THE I-25 INTERCHANGE SOUTH OF BELEN, GO
 EQ0982'6.3 MILES SOUTH ALONG HIGHWAY I-25.  THE STATION IS LOCATED ON THE
 EQ0982'RIGHT, 3 FEET EAST OF THE WEST RIGHT-OF-WAY FENCE AT THE
 EQ0982'INTERSECTION OF A FENCE RUNNING WEST.
 EQ0982'
 EQ0982'THE MONUMENT IS A NEW MEXICO HIGHWAY COMMISSION STANDARD
 EQ0982'DISC, STAMPED I-25-54, SET IN CONCRETE FLUSH WITH THE GROUND.
 EQ0982
 EQ0982                          STATION RECOVERY (2005)
 EQ0982
 EQ0982'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 EQ0982'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0983 ***********************************************************************
 EQ0983  DESIGNATION -  I25 55
 EQ0983  PID         -  EQ0983
 EQ0983  STATE/COUNTY-  NM/SOCORRO
 EQ0983  USGS QUAD   -  VEGUITA (1991)
 EQ0983
 EQ0983                         *CURRENT SURVEY CONTROL
 EQ0983  ___________________________________________________________________
 EQ0983* NAD 83(1992)-  34 31 57.82520(N)    106 48 04.95422(W)     ADJUSTED  
 EQ0983* NAVD 88     -      1468.12   (+/-2cm)    4816.7    (feet)  VERTCON   
 EQ0983  ___________________________________________________________________
 EQ0983  LAPLACE CORR-           0.81  (seconds)                    DEFLEC99
 EQ0983  GEOID HEIGHT-         -21.86  (meters)                     GEOID03
 EQ0983
 EQ0983  HORZ ORDER  -  SECOND
 EQ0983  VERT ORDER  -  THIRD ? (See Below)
 EQ0983
 EQ0983.The horizontal coordinates were established by classical geodetic methods
 EQ0983.and adjusted by the National Geodetic Survey in December 1993..
 EQ0983
 EQ0983.The NAVD 88 height was computed by applying the VERTCON shift value to
 EQ0983.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EQ0983.The vertical order pertains to the NGVD 29 superseded value.
 EQ0983
 EQ0983.The Laplace correction was computed from DEFLEC99 derived deflections.
 EQ0983
 EQ0983.The geoid height was determined by GEOID03.
 EQ0983
 EQ0983;                    North         East     Units Scale Factor Converg.
 EQ0983;SPC NM C     -   391,880.164   449,386.201   MT  0.99993157   -0 18 45.2
 EQ0983;SPC NM C     - 1,285,693.50  1,474,361.23   sFT  0.99993157   -0 18 45.2
 EQ0983;UTM  13      - 3,822,699.985   334,682.664   MT  0.99993687   -1 01 17.0
 EQ0983
 EQ0983!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EQ0983!SPC NM C     -   0.99977302  x   0.99993157  =   0.99970461
 EQ0983!UTM  13      -   0.99977302  x   0.99993687  =   0.99970991
 EQ0983
 EQ0983:                Primary Azimuth Mark                     Grid Az
 EQ0983:SPC NM C     -  R 942.3 2                                166 00 53.1
 EQ0983:UTM  13      -  R 942.3 2                                166 43 24.9
 EQ0983
 EQ0983|---------------------------------------------------------------------|
 EQ0983| PID    Reference Object                     Distance      Geod. Az  |
 EQ0983|                                                           dddmmss.s |
 EQ0983| EQ0975 R 942.3 2                           APPROX. 1.4 KM 1654207.9 |
 EQ0983|---------------------------------------------------------------------|
 EQ0983
 EQ0983                          SUPERSEDED SURVEY CONTROL
 EQ0983
 EQ0983  NAD 83(1986)-  34 31 57.83054(N)    106 48 04.95379(W) AD(       ) 2
 EQ0983  NAD 27      -  34 31 57.60751(N)    106 48 02.85233(W) AD(       ) 2
 EQ0983  NGVD 29 (07/19/86) 1467.39   (m)         4814.3    (f) LEVELING    3  
 EQ0983
 EQ0983.Superseded values are not recommended for survey control.
 EQ0983.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0983.See file dsdata.txt to determine how the superseded data were derived.
 EQ0983
 EQ0983_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU3468322700(NAD 83)
 EQ0983_MARKER: DD = SURVEY DISK
 EQ0983_SETTING: 0 = UNSPECIFIED SETTING
 EQ0983_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EQ0983
 EQ0983  HISTORY     - Date     Condition        Report By
 EQ0983  HISTORY     - 1974     MONUMENTED       NMHD
 EQ0983  HISTORY     - 20050318 MARK NOT FOUND   GEOCAC
 EQ0983
 EQ0983                          STATION DESCRIPTION
 EQ0983
 EQ0983'DESCRIBED BY NM HIGHWAY DEPT 1974 (SRC)
 EQ0983'THE STATION IS LOCATED APPROXIMATELY 7.5 MILES SOUTH OF BELEN ON
 EQ0983'HIGHWAY I-25.
 EQ0983'
 EQ0983'TO REACH THE STATION FROM THE I-25 INTERCHANGE SOUTH OF BELEN, GO
 EQ0983'6.95 MILES SOUTH ALONG HIGHWAY I-25.  THE STATION IS LOCATED ON
 EQ0983'THE RIGHT, 2 FEET SOUTH OF SOUTH END OF CONCRETE BOX CULVERT
 EQ0983'HEADWALL, RIGHT OF SOUTH BOUND LANE.
 EQ0983'
 EQ0983'THE MONUMENT IS A NEW MEXICO HIGHWAY COMMISSION STANDARD, DISC,
 EQ0983'STAMPED I-25-55, SET IN CONCRETE FLUSH WITH THE GROUND.
 EQ0983
 EQ0983                          STATION RECOVERY (2005)
 EQ0983
 EQ0983'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 EQ0983'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0984 ***********************************************************************
 EQ0984  DESIGNATION -  I25 56
 EQ0984  PID         -  EQ0984
 EQ0984  STATE/COUNTY-  NM/SOCORRO
 EQ0984  USGS QUAD   -  VEGUITA (1991)
 EQ0984
 EQ0984                         *CURRENT SURVEY CONTROL
 EQ0984  ___________________________________________________________________
 EQ0984* NAD 83(1992)-  34 30 30.36544(N)    106 48 28.28567(W)     ADJUSTED  
 EQ0984* NAVD 88     -      1478.73   (+/-2cm)    4851.5    (feet)  VERTCON   
 EQ0984  ___________________________________________________________________
 EQ0984  LAPLACE CORR-           0.84  (seconds)                    DEFLEC99
 EQ0984  GEOID HEIGHT-         -21.85  (meters)                     GEOID03
 EQ0984
 EQ0984  HORZ ORDER  -  SECOND
 EQ0984  VERT ORDER  -  THIRD ? (See Below)
 EQ0984
 EQ0984.The horizontal coordinates were established by classical geodetic methods
 EQ0984.and adjusted by the National Geodetic Survey in December 1993..
 EQ0984
 EQ0984.The NAVD 88 height was computed by applying the VERTCON shift value to
 EQ0984.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EQ0984.The vertical order pertains to the NGVD 29 superseded value.
 EQ0984
 EQ0984.The Laplace correction was computed from DEFLEC99 derived deflections.
 EQ0984
 EQ0984.The geoid height was determined by GEOID03.
 EQ0984
 EQ0984;                    North         East     Units Scale Factor Converg.
 EQ0984;SPC NM C     -   389,188.633   448,776.403   MT  0.99993233   -0 18 57.8
 EQ0984;SPC NM C     - 1,276,863.04  1,472,360.58   sFT  0.99993233   -0 18 57.8
 EQ0984;UTM  13      - 3,820,016.184   334,039.622   MT  0.99993950   -1 01 28.0
 EQ0984
 EQ0984!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EQ0984!SPC NM C     -   0.99977136  x   0.99993233  =   0.99970370
 EQ0984!UTM  13      -   0.99977136  x   0.99993950  =   0.99971087
 EQ0984
 EQ0984:                Primary Azimuth Mark                     Grid Az
 EQ0984:SPC NM C     -  SABINAL                                  235 31 00.7
 EQ0984:UTM  13      -  SABINAL                                  236 13 30.9
 EQ0984
 EQ0984|---------------------------------------------------------------------|
 EQ0984| PID    Reference Object                     Distance      Geod. Az  |
 EQ0984|                                                           dddmmss.s |
 EQ0984| EQ0784 SABINAL                             APPROX. 1.8 KM 2351202.9 |
 EQ0984|---------------------------------------------------------------------|
 EQ0984
 EQ0984                          SUPERSEDED SURVEY CONTROL
 EQ0984
 EQ0984  NAD 83(1986)-  34 30 30.37083(N)    106 48 28.28525(W) AD(       ) 2
 EQ0984  NAD 27      -  34 30 30.14590(N)    106 48 26.18374(W) AD(       ) 2
 EQ0984  NGVD 29 (07/19/86) 1477.99   (m)         4849.0    (f) LEVELING    3  
 EQ0984
 EQ0984.Superseded values are not recommended for survey control.
 EQ0984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0984.See file dsdata.txt to determine how the superseded data were derived.
 EQ0984
 EQ0984_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU3404020016(NAD 83)
 EQ0984_MARKER: DD = SURVEY DISK
 EQ0984_SETTING: 0 = UNSPECIFIED SETTING
 EQ0984_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EQ0984
 EQ0984  HISTORY     - Date     Condition        Report By
 EQ0984  HISTORY     - 1974     MONUMENTED       NMHD
 EQ0984  HISTORY     - 20050318 GOOD             GEOCAC
 EQ0984
 EQ0984                          STATION DESCRIPTION
 EQ0984
 EQ0984'DESCRIBED BY NM HIGHWAY DEPT 1974 (SRC)
 EQ0984'THE STATION IS LOCATED APPROXIMATELY 9 MILES SOUTH OF BELEN ON
 EQ0984'HIGHWAY I-25.
 EQ0984'
 EQ0984'TO REACH THE STATION FROM THE I-25 INTERCHANGE SOUTH OF BELEN, GO
 EQ0984'8.65 MILES SOUTH ALONG HIGHWAY I-25.  THE STATION IS LOCATED ON THE
 EQ0984'LEFT ON TOP OF HILL, 3 FEET WEST OF EAST RIGHT-OF-WAY
 EQ0984'FENCE, APPROXIMATELY 45 FEET NORTH OF A CONCRETE SYPHON UNDER
 EQ0984'FREEWAY.
 EQ0984'
 EQ0984'THE MONUMENT IS A NEW MEXICO HIGHWAY COMMISSION STANDARD
 EQ0984'DISC, STAMPED I-25-56, SET IN CONCRETE FLUSH WITH THE GROUND.
 EQ0984
 EQ0984                          STATION RECOVERY (2005)
 EQ0984
 EQ0984'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 EQ0984'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0786 ***********************************************************************
 EQ0786  DESIGNATION -  I25 57
 EQ0786  PID         -  EQ0786
 EQ0786  STATE/COUNTY-  NM/SOCORRO
 EQ0786  USGS QUAD   -  ABEYTAS (1979)
 EQ0786
 EQ0786                         *CURRENT SURVEY CONTROL
 EQ0786  ___________________________________________________________________
 EQ0786* NAD 83(1992)-  34 29 25.54489(N)    106 48 51.33005(W)     ADJUSTED  
 EQ0786* NAVD 88     -      1480.61   (+/-2cm)    4857.6    (feet)  VERTCON   
 EQ0786  ___________________________________________________________________
 EQ0786  LAPLACE CORR-           0.78  (seconds)                    DEFLEC99
 EQ0786  GEOID HEIGHT-         -21.85  (meters)                     GEOID03
 EQ0786
 EQ0786  HORZ ORDER  -  SECOND
 EQ0786  VERT ORDER  -  THIRD ? (See Below)
 EQ0786
 EQ0786.The horizontal coordinates were established by classical geodetic methods
 EQ0786.and adjusted by the National Geodetic Survey in December 1993..
 EQ0786
 EQ0786.The NAVD 88 height was computed by applying the VERTCON shift value to
 EQ0786.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EQ0786.The vertical order pertains to the NGVD 29 superseded value.
 EQ0786
 EQ0786.The Laplace correction was computed from DEFLEC99 derived deflections.
 EQ0786
 EQ0786.The geoid height was determined by GEOID03.
 EQ0786
 EQ0786;                    North         East     Units Scale Factor Converg.
 EQ0786;SPC NM C     -   387,194.659   448,177.482   MT  0.99993309   -0 19 10.3
 EQ0786;SPC NM C     - 1,270,321.14  1,470,395.62   sFT  0.99993309   -0 19 10.3
 EQ0786;UTM  13      - 3,818,029.750   333,416.095   MT  0.99994206   -1 01 39.3
 EQ0786
 EQ0786!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EQ0786!SPC NM C     -   0.99977106  x   0.99993309  =   0.99970417
 EQ0786!UTM  13      -   0.99977106  x   0.99994206  =   0.99971314
 EQ0786
 EQ0786:                Primary Azimuth Mark                     Grid Az
 EQ0786:SPC NM C     -  I25 58                                   194 14 07.5
 EQ0786:UTM  13      -  I25 58                                   194 56 36.5
 EQ0786
 EQ0786|---------------------------------------------------------------------|
 EQ0786| PID    Reference Object                     Distance      Geod. Az  |
 EQ0786|                                                           dddmmss.s |
 EQ0786| EQ0787 I25 58                              APPROX. 1.1 KM 1935457.2 |
 EQ0786|---------------------------------------------------------------------|
 EQ0786
 EQ0786                          SUPERSEDED SURVEY CONTROL
 EQ0786
 EQ0786  NAD 83(1986)-  34 29 25.55027(N)    106 48 51.32960(W) AD(       ) 2
 EQ0786  NAD 27      -  34 29 25.32398(N)    106 48 49.22823(W) AD(       ) 2
 EQ0786  NGVD 29 (07/19/86) 1479.87   (m)         4855.2    (f) LEVELING    3  
 EQ0786
 EQ0786.Superseded values are not recommended for survey control.
 EQ0786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0786.See file dsdata.txt to determine how the superseded data were derived.
 EQ0786
 EQ0786_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU3341618030(NAD 83)
 EQ0786_MARKER: DD = SURVEY DISK
 EQ0786_SETTING: 0 = UNSPECIFIED SETTING
 EQ0786_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EQ0786
 EQ0786  HISTORY     - Date     Condition        Report By
 EQ0786  HISTORY     - 1974     MONUMENTED       NMHD
 EQ0786  HISTORY     - 20050318 GOOD             GEOCAC
 EQ0786
 EQ0786                          STATION DESCRIPTION
 EQ0786
 EQ0786'DESCRIBED BY NM HIGHWAY DEPT 1974 (SRC)
 EQ0786'THE STATION IS LOCATED APPROXIMATELY 10.5 MILES SOUTH OF BELEN ON
 EQ0786'HIGHWAY I-25.
 EQ0786'
 EQ0786'TO REACH THE STATION FROM THE I-25 INTERCHANGE SOUTH OF BELEN, GO
 EQ0786'9.95 MILES SOUTH ALONG HIGHWAY I-25.  THE STATION IS LOCATED ON
 EQ0786'THE RIGHT, 3 FEET EAST OF THE WEST RIGHT-OF-WAY FENCE ON A SMALL
 EQ0786'KNOLL.
 EQ0786'
 EQ0786'THE MONUMENT IS A NEW MEXICO HIGHWAY COMMISSION STANDARD
 EQ0786'DISC, STAMPED I-25-57, SET IN CONCRETE FLUSH WITH THE GROUND.
 EQ0786
 EQ0786                          STATION RECOVERY (2005)
 EQ0786
 EQ0786'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 EQ0786'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0787 ***********************************************************************
 EQ0787  DESIGNATION -  I25 58
 EQ0787  PID         -  EQ0787
 EQ0787  STATE/COUNTY-  NM/SOCORRO
 EQ0787  USGS QUAD   -  ABEYTAS (1979)
 EQ0787
 EQ0787                         *CURRENT SURVEY CONTROL
 EQ0787  ___________________________________________________________________
 EQ0787* NAD 83(1992)-  34 28 50.91154(N)    106 49 01.69250(W)     ADJUSTED  
 EQ0787* NAVD 88     -      1473.60   (+/-2cm)    4834.6    (feet)  VERTCON   
 EQ0787  ___________________________________________________________________
 EQ0787  LAPLACE CORR-           0.77  (seconds)                    DEFLEC99
 EQ0787  GEOID HEIGHT-         -21.85  (meters)                     GEOID03
 EQ0787
 EQ0787  HORZ ORDER  -  SECOND
 EQ0787  VERT ORDER  -  THIRD ? (See Below)
 EQ0787
 EQ0787.The horizontal coordinates were established by classical geodetic methods
 EQ0787.and adjusted by the National Geodetic Survey in December 1993..
 EQ0787
 EQ0787.The NAVD 88 height was computed by applying the VERTCON shift value to
 EQ0787.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EQ0787.The vertical order pertains to the NGVD 29 superseded value.
 EQ0787
 EQ0787.The Laplace correction was computed from DEFLEC99 derived deflections.
 EQ0787
 EQ0787.The geoid height was determined by GEOID03.
 EQ0787
 EQ0787;                    North         East     Units Scale Factor Converg.
 EQ0787;SPC NM C     -   386,129.025   447,907.135   MT  0.99993344   -0 19 15.9
 EQ0787;SPC NM C     - 1,266,824.98  1,469,508.66   sFT  0.99993344   -0 19 15.9
 EQ0787;UTM  13      - 3,816,967.528   333,132.599   MT  0.99994322   -1 01 44.3
 EQ0787
 EQ0787!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EQ0787!SPC NM C     -   0.99977216  x   0.99993344  =   0.99970562
 EQ0787!UTM  13      -   0.99977216  x   0.99994322  =   0.99971539
 EQ0787
 EQ0787:                Primary Azimuth Mark                     Grid Az
 EQ0787:SPC NM C     -  I25 59                                   194 13 51.8
 EQ0787:UTM  13      -  I25 59                                   194 56 20.2
 EQ0787
 EQ0787|---------------------------------------------------------------------|
 EQ0787| PID    Reference Object                     Distance      Geod. Az  |
 EQ0787|                                                           dddmmss.s |
 EQ0787| EQ0788 I25 59                              APPROX. 2.1 KM 1935435.9 |
 EQ0787|---------------------------------------------------------------------|
 EQ0787
 EQ0787                          SUPERSEDED SURVEY CONTROL
 EQ0787
 EQ0787  NAD 83(1986)-  34 28 50.91692(N)    106 49 01.69202(W) AD(       ) 2
 EQ0787  NAD 27      -  34 28 50.68996(N)    106 48 59.59089(W) AD(       ) 2
 EQ0787  NGVD 29 (07/19/86) 1472.86   (m)         4832.2    (f) LEVELING    3  
 EQ0787
 EQ0787.Superseded values are not recommended for survey control.
 EQ0787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0787.See file dsdata.txt to determine how the superseded data were derived.
 EQ0787
 EQ0787_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU3313316968(NAD 83)
 EQ0787_MARKER: DD = SURVEY DISK
 EQ0787_SETTING: 0 = UNSPECIFIED SETTING
 EQ0787_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EQ0787
 EQ0787  HISTORY     - Date     Condition        Report By
 EQ0787  HISTORY     - 1974     MONUMENTED       NMHD
 EQ0787  HISTORY     - 20050318 GOOD             GEOCAC
 EQ0787
 EQ0787                          STATION DESCRIPTION
 EQ0787
 EQ0787'DESCRIBED BY NM HIGHWAY DEPT 1974 (SRC)
 EQ0787'THE STATION IS LOCATED APPROXIMATELY 11 MILES SOUTH OF BELEN ON
 EQ0787'HIGHWAY I-25.
 EQ0787'
 EQ0787'TO REACH THE STATION FROM THE I-25 INTERCHANGE SOUTH OF BELEN, GO
 EQ0787'10.6 MILES SOUTH ALONG HIGHWAY I-25.  THE STATION IS LOCATED ON THE
 EQ0787'RIGHT, 3 FEET EAST OF THE WEST RIGHT-OF-WAY FENCE ON A SMALL KNOLL.
 EQ0787'
 EQ0787'THE MONUMENT IS A NEW MEXICO HIGHWAY COMMISSION STANDARD
 EQ0787'DISC, STAMPED I-25-58, SET IN CONCRETE FLUSH WITH THE GROUND.
 EQ0787
 EQ0787                          STATION RECOVERY (2005)
 EQ0787
 EQ0787'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 EQ0787'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0788 ***********************************************************************
 EQ0788  DESIGNATION -  I25 59
 EQ0788  PID         -  EQ0788
 EQ0788  STATE/COUNTY-  NM/SOCORRO
 EQ0788  USGS QUAD   -  ABEYTAS (1979)
 EQ0788
 EQ0788                         *CURRENT SURVEY CONTROL
 EQ0788  ___________________________________________________________________
 EQ0788* NAD 83(1992)-  34 27 44.29766(N)    106 49 21.61036(W)     ADJUSTED  
 EQ0788* NAVD 88     -      1464.93   (+/-2cm)    4806.2    (feet)  VERTCON   
 EQ0788  ___________________________________________________________________
 EQ0788  LAPLACE CORR-           0.80  (seconds)                    DEFLEC99
 EQ0788  GEOID HEIGHT-         -21.84  (meters)                     GEOID03
 EQ0788
 EQ0788  HORZ ORDER  -  SECOND
 EQ0788  VERT ORDER  -  THIRD ? (See Below)
 EQ0788
 EQ0788.The horizontal coordinates were established by classical geodetic methods
 EQ0788.and adjusted by the National Geodetic Survey in December 1993..
 EQ0788
 EQ0788.The NAVD 88 height was computed by applying the VERTCON shift value to
 EQ0788.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EQ0788.The vertical order pertains to the NGVD 29 superseded value.
 EQ0788
 EQ0788.The Laplace correction was computed from DEFLEC99 derived deflections.
 EQ0788
 EQ0788.The geoid height was determined by GEOID03.
 EQ0788
 EQ0788;                    North         East     Units Scale Factor Converg.
 EQ0788;SPC NM C     -   384,079.406   447,387.322   MT  0.99993411   -0 19 26.6
 EQ0788;SPC NM C     - 1,260,100.52  1,467,803.24   sFT  0.99993411   -0 19 26.6
 EQ0788;UTM  13      - 3,814,924.464   332,587.503   MT  0.99994547   -1 01 53.8
 EQ0788
 EQ0788!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EQ0788!SPC NM C     -   0.99977352  x   0.99993411  =   0.99970765
 EQ0788!UTM  13      -   0.99977352  x   0.99994547  =   0.99971900
 EQ0788
 EQ0788:                Primary Azimuth Mark                     Grid Az
 EQ0788:SPC NM C     -  I25 60                                   194 14 13.9
 EQ0788:UTM  13      -  I25 60                                   194 56 41.1
 EQ0788
 EQ0788|---------------------------------------------------------------------|
 EQ0788| PID    Reference Object                     Distance      Geod. Az  |
 EQ0788|                                                           dddmmss.s |
 EQ0788| EQ0789 I25 60                              APPROX. 1.6 KM 1935447.3 |
 EQ0788|---------------------------------------------------------------------|
 EQ0788
 EQ0788                          SUPERSEDED SURVEY CONTROL
 EQ0788
 EQ0788  NAD 83(1986)-  34 27 44.30302(N)    106 49 21.60978(W) AD(       ) 2
 EQ0788  NAD 27      -  34 27 44.07472(N)    106 49 19.50939(W) AD(       ) 2
 EQ0788  NGVD 29 (07/19/86) 1464.19   (m)         4803.8    (f) LEVELING    3  
 EQ0788
 EQ0788.Superseded values are not recommended for survey control.
 EQ0788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0788.See file dsdata.txt to determine how the superseded data were derived.
 EQ0788
 EQ0788_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU3258814924(NAD 83)
 EQ0788_MARKER: DD = SURVEY DISK
 EQ0788_SETTING: 0 = UNSPECIFIED SETTING
 EQ0788_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EQ0788
 EQ0788  HISTORY     - Date     Condition        Report By
 EQ0788  HISTORY     - 1974     MONUMENTED       NMHD
 EQ0788  HISTORY     - 20050318 GOOD             GEOCAC
 EQ0788
 EQ0788                          STATION DESCRIPTION
 EQ0788
 EQ0788'DESCRIBED BY NM HIGHWAY DEPT 1974 (SRC)
 EQ0788'THE STATION IS LOCATED APPROXIMATELY 12.5 MILES SOUTH OF BELEN ON
 EQ0788'HIGHWAY I-25.
 EQ0788'
 EQ0788'TO REACH THE STATION FROM THE I-25 INTERCHANGE SOUTH OF BELEN, GO
 EQ0788'11.9 MILES SOUTH ALONG HIGHWAY I-25.  THE STATION IS LOCATED ON THE
 EQ0788'RIGHT, 3 FEET EAST OF THE WEST RIGHT-OF-WAY FENCE.
 EQ0788'
 EQ0788'THE MONUMENT IS A NEW MEXICO HIGHWAY COMMISSION STANDARD
 EQ0788'DISC, STAMPED I-25-59, SET IN CONCRETE FLUSH WITH THE GROUND.
 EQ0788
 EQ0788                          STATION RECOVERY (2005)
 EQ0788
 EQ0788'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 EQ0788'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1029 ***********************************************************************
 FO1029  DESIGNATION -  I25 5N
 FO1029  PID         -  FO1029
 FO1029  STATE/COUNTY-  NM/SANDOVAL
 FO1029  USGS QUAD   -  PLACITAS (1990)
 FO1029
 FO1029                         *CURRENT SURVEY CONTROL
 FO1029  ___________________________________________________________________
 FO1029* NAD 83(1992)-  35 21 55.72983(N)    106 29 05.90762(W)     ADJUSTED  
 FO1029* NAVD 88     -      1594.70   (+/-2cm)    5231.9    (feet)  VERTCON   
 FO1029  ___________________________________________________________________
 FO1029  LAPLACE CORR-           5.53  (seconds)                    DEFLEC99
 FO1029  GEOID HEIGHT-         -20.70  (meters)                     GEOID03
 FO1029
 FO1029  HORZ ORDER  -  SECOND
 FO1029  VERT ORDER  -  THIRD ? (See Below)
 FO1029
 FO1029.The horizontal coordinates were established by classical geodetic methods
 FO1029.and adjusted by the National Geodetic Survey in December 1993..
 FO1029
 FO1029.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1029.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1029.The vertical order pertains to the NGVD 29 superseded value.
 FO1029
 FO1029.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1029
 FO1029.The geoid height was determined by GEOID03.
 FO1029
 FO1029;                    North         East     Units Scale Factor Converg.
 FO1029;SPC NM C     -   484,143.346   478,647.552   MT  0.99990562   -0 08 09.6
 FO1029;SPC NM C     - 1,588,393.63  1,570,362.84   sFT  0.99990562   -0 08 09.6
 FO1029;UTM  13      - 3,914,586.678   365,093.881   MT  0.99982429   -0 51 34.6
 FO1029
 FO1029!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1029!SPC NM C     -   0.99975300  x   0.99990562  =   0.99965865
 FO1029!UTM  13      -   0.99975300  x   0.99982429  =   0.99957734
 FO1029
 FO1029:                Primary Azimuth Mark                     Grid Az
 FO1029:SPC NM C     -  I25 6N                                   044 03 07.6
 FO1029:UTM  13      -  I25 6N                                   044 46 32.6
 FO1029
 FO1029|---------------------------------------------------------------------|
 FO1029| PID    Reference Object                     Distance      Geod. Az  |
 FO1029|                                                           dddmmss.s |
 FO1029| FO1047 I25 6N                              APPROX. 3.0 KM 0435458.0 |
 FO1029|---------------------------------------------------------------------|
 FO1029
 FO1029                          SUPERSEDED SURVEY CONTROL
 FO1029
 FO1029  NAD 83(1986)-  35 21 55.73558(N)    106 29 05.91017(W) AD(       ) 2
 FO1029  NAD 27      -  35 21 55.59839(N)    106 29 03.81606(W) AD(       ) 2
 FO1029  NGVD 29 (07/19/86) 1593.82   (m)         5229.1    (f) LEVELING    3  
 FO1029
 FO1029.Superseded values are not recommended for survey control.
 FO1029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1029.See file dsdata.txt to determine how the superseded data were derived.
 FO1029
 FO1029_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV6509414587(NAD 83)
 FO1029_MARKER: DD = SURVEY DISK
 FO1029_SETTING: 0 = UNSPECIFIED SETTING
 FO1029_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FO1029
 FO1029  HISTORY     - Date     Condition        Report By
 FO1029  HISTORY     - 1974     MONUMENTED       NMHD
 FO1029  HISTORY     - 20050225 MARK NOT FOUND   GEOCAC
 FO1029
 FO1029                          STATION DESCRIPTION
 FO1029
 FO1029'DESCRIBED BY NM HIGHWAY DEPT 1974 (SRC)
 FO1029'THE STATION IS LOCATED APPROXIMATELY 2 MILES NORTH OF ALBUQUERQUE
 FO1029'ON HIGHWAY I-25.
 FO1029'
 FO1029'TO REACH THE STATION FROM THE I-25 AND S.R. 44 HIGHWAY INTERCHANGE
 FO1029'EAST OF BERNALILLO, GO 4.45 MILES NORTH ALONG HIGHWAY I-25.  THE
 FO1029'STATION IS LOCATED ON THE RIGHT, 36 FEET EAST OF EXISTING RIGHT OF
 FO1029'WAY FENCE AND 4 FEET WEST OF PROPOSED NEW EAST HIGHWAY RIGHT OF
 FO1029'WAY LINE, ON A SMALL KNOLL.
 FO1029'
 FO1029'THE MONUMENT IS A NEW MEXICO STATE HIGHWAY COMMISSION STANDARD
 FO1029'DISC, STAMPED I-25-5N, SET IN CONCRETE FLUSH WITH GROUND.
 FO1029
 FO1029                          STATION RECOVERY (2005)
 FO1029
 FO1029'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 FO1029'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1074 ***********************************************************************
 FO1074  DESIGNATION -  I25 6
 FO1074  PID         -  FO1074
 FO1074  STATE/COUNTY-  NM/SANDOVAL
 FO1074  USGS QUAD   -  BERNALILLO (1990)
 FO1074
 FO1074                         *CURRENT SURVEY CONTROL
 FO1074  ___________________________________________________________________
 FO1074* NAD 83(1992)-  35 15 06.76480(N)    106 33 59.90853(W)     ADJUSTED  
 FO1074* NAVD 88     -      1556.59   (+/-2cm)    5106.9    (feet)  VERTCON   
 FO1074  ___________________________________________________________________
 FO1074  LAPLACE CORR-           8.94  (seconds)                    DEFLEC99
 FO1074  GEOID HEIGHT-         -20.81  (meters)                     GEOID03
 FO1074
 FO1074  HORZ ORDER  -  SECOND
 FO1074  VERT ORDER  -  THIRD ? (See Below)
 FO1074
 FO1074.The horizontal coordinates were established by classical geodetic methods
 FO1074.and adjusted by the National Geodetic Survey in December 1993..
 FO1074
 FO1074.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1074.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1074.The vertical order pertains to the NGVD 29 superseded value.
 FO1074
 FO1074.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1074
 FO1074.The geoid height was determined by GEOID03.
 FO1074
 FO1074;                    North         East     Units Scale Factor Converg.
 FO1074;SPC NM C     -   471,561.571   471,186.088   MT  0.99991023   -0 10 57.9
 FO1074;SPC NM C     - 1,547,114.92  1,545,883.02   sFT  0.99991023   -0 10 57.9
 FO1074;UTM  13      - 3,902,100.887   357,474.871   MT  0.99985034   -0 54 15.7
 FO1074
 FO1074!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1074!SPC NM C     -   0.99975900  x   0.99991023  =   0.99966925
 FO1074!UTM  13      -   0.99975900  x   0.99985034  =   0.99960937
 FO1074
 FO1074:                Primary Azimuth Mark                     Grid Az
 FO1074:SPC NM C     -  I25 7                                    190 44 52.1
 FO1074:UTM  13      -  I25 7                                    191 28 09.9
 FO1074
 FO1074|---------------------------------------------------------------------|
 FO1074| PID    Reference Object                     Distance      Geod. Az  |
 FO1074|                                                           dddmmss.s |
 FO1074| FO1169 I25 7                               APPROX. 0.9 KM 1903354.2 |
 FO1074|---------------------------------------------------------------------|
 FO1074
 FO1074                          SUPERSEDED SURVEY CONTROL
 FO1074
 FO1074  NAD 83(1986)-  35 15 06.77061(N)    106 33 59.91042(W) AD(       ) 2
 FO1074  NAD 27      -  35 15 06.62080(N)    106 33 57.81807(W) AD(       ) 2
 FO1074  NGVD 29 (07/19/86) 1555.76   (m)         5104.2    (f) LEVELING    3  
 FO1074
 FO1074.Superseded values are not recommended for survey control.
 FO1074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1074.See file dsdata.txt to determine how the superseded data were derived.
 FO1074
 FO1074_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV5747502101(NAD 83)
 FO1074_MARKER: DD = SURVEY DISK
 FO1074_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FO1074_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FO1074_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO1074+STABILITY: SURFACE MOTION
 FO1074
 FO1074  HISTORY     - Date     Condition        Report By
 FO1074  HISTORY     - 1969     MONUMENTED       NMHD
 FO1074  HISTORY     - 20050216 GOOD             GEOCAC
 FO1074
 FO1074                          STATION DESCRIPTION
 FO1074
 FO1074'DESCRIBED BY NM HIGHWAY DEPT 1969 (SRC)
 FO1074'THE STATION IS LOCATED 3.35 MILES SOUTH OF THE I-25 AND
 FO1074'NM-473 INTERSECTION (BERNALILLO INTERCHANGE) ON I-25.
 FO1074'
 FO1074'TO REACH THE STATION FROM THE COURT HOUSE IN BERNALILLO, GO
 FO1074'SOUTH ON U.S.-85 (WHICH IS DEL PUEBLO) FOR 0.4 MILE THEN
 FO1074'TURN EAST ON THE STREET BERNALILLO AND GO EAST ON BERNALILLO
 FO1074'FOR 0.65 MILE THEN TURN SOUTH ON I-25 AND TRAVEL SOUTH FOR
 FO1074'3.35 MILES.  THE POINT IS LOCATED 3 FT EAST OF THE WEST R/W
 FO1074'FENCE, IN THE CORNER OF THE FENCE JUST SOUTH OF THE GRADE
 FO1074'SEPARATION STRUCTURE.
 FO1074'
 FO1074'THE MONUMENT IS A STANDARD STATE HIGHWAY COMMISSION DISK
 FO1074'STAMPED STA. I-25-6 AND IS FLUSH WITH THE GROUND.
 FO1074'
 FO1074'FOR THE DESCRIPTION TO STATIONS I-25-5 AND I-25-7, SEE TRAVERSE
 FO1074'STATIONS I-25-5 AND I-25-7.
 FO1074
 FO1074                          STATION RECOVERY (2005)
 FO1074
 FO1074'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 FO1074'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0789 ***********************************************************************
 EQ0789  DESIGNATION -  I25 60
 EQ0789  PID         -  EQ0789
 EQ0789  STATE/COUNTY-  NM/SOCORRO
 EQ0789  USGS QUAD   -  ABEYTAS (1979)
 EQ0789
 EQ0789                         *CURRENT SURVEY CONTROL
 EQ0789  ___________________________________________________________________
 EQ0789* NAD 83(1992)-  34 26 53.66425(N)    106 49 36.75102(W)     ADJUSTED  
 EQ0789* NAVD 88     -      1467.75   (+/-2cm)    4815.4    (feet)  VERTCON   
 EQ0789  ___________________________________________________________________
 EQ0789  LAPLACE CORR-           0.95  (seconds)                    DEFLEC99
 EQ0789  GEOID HEIGHT-         -21.84  (meters)                     GEOID03
 EQ0789
 EQ0789  HORZ ORDER  -  SECOND
 EQ0789  VERT ORDER  -  THIRD ? (See Below)
 EQ0789
 EQ0789.The horizontal coordinates were established by classical geodetic methods
 EQ0789.and adjusted by the National Geodetic Survey in December 1993..
 EQ0789
 EQ0789.The NAVD 88 height was computed by applying the VERTCON shift value to
 EQ0789.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EQ0789.The vertical order pertains to the NGVD 29 superseded value.
 EQ0789
 EQ0789.The Laplace correction was computed from DEFLEC99 derived deflections.
 EQ0789
 EQ0789.The geoid height was determined by GEOID03.
 EQ0789
 EQ0789;                    North         East     Units Scale Factor Converg.
 EQ0789;SPC NM C     -   382,521.505   446,992.038   MT  0.99993462   -0 19 34.8
 EQ0789;SPC NM C     - 1,254,989.30  1,466,506.38   sFT  0.99993462   -0 19 34.8
 EQ0789;UTM  13      - 3,813,371.544   332,173.009   MT  0.99994718   -1 02 01.1
 EQ0789
 EQ0789!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EQ0789!SPC NM C     -   0.99977308  x   0.99993462  =   0.99970771
 EQ0789!UTM  13      -   0.99977308  x   0.99994718  =   0.99972027
 EQ0789
 EQ0789:                Primary Azimuth Mark                     Grid Az
 EQ0789:SPC NM C     -  I25 61                                   194 14 30.1
 EQ0789:UTM  13      -  I25 61                                   194 56 56.4
 EQ0789
 EQ0789|---------------------------------------------------------------------|
 EQ0789| PID    Reference Object                     Distance      Geod. Az  |
 EQ0789|                                                           dddmmss.s |
 EQ0789| EQ0790 I25 61                              APPROX. 0.6 KM 1935455.3 |
 EQ0789|---------------------------------------------------------------------|
 EQ0789
 EQ0789                          SUPERSEDED SURVEY CONTROL
 EQ0789
 EQ0789  NAD 83(1986)-  34 26 53.66950(N)    106 49 36.75037(W) AD(       ) 2
 EQ0789  NAD 27      -  34 26 53.43955(N)    106 49 34.65076(W) AD(       ) 2
 EQ0789  NGVD 29 (07/19/86) 1467.01   (m)         4813.0    (f) LEVELING    3  
 EQ0789
 EQ0789.Superseded values are not recommended for survey control.
 EQ0789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0789.See file dsdata.txt to determine how the superseded data were derived.
 EQ0789
 EQ0789_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU3217313372(NAD 83)
 EQ0789_MARKER: DD = SURVEY DISK
 EQ0789_SETTING: 0 = UNSPECIFIED SETTING
 EQ0789_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EQ0789
 EQ0789  HISTORY     - Date     Condition        Report By
 EQ0789  HISTORY     - 1974     MONUMENTED       NMHD
 EQ0789  HISTORY     - 20050318 GOOD             GEOCAC
 EQ0789
 EQ0789                          STATION DESCRIPTION
 EQ0789
 EQ0789'DESCRIBED BY NM HIGHWAY DEPT 1974 (SRC)
 EQ0789'THE STATION IS LOCATED APPROXIMATELY 13.5 MILES SOUTH OF BELEN ON
 EQ0789'HIGHWAY I-25.
 EQ0789'
 EQ0789'TO REACH THE STATION FROM THE I-25 INTERCHANGE SOUTH OF BELEN, GO
 EQ0789'12.9 MILES SOUTH ALONG HIGHWAY I-25.  THE STATION IS LOCATED ON THE
 EQ0789'RIGHT, 3 FEET EAST OF THE WEST RIGHT-OF-WAY FENCE, NEAR A HIGHWAY
 EQ0789'T RAIL MARKED 750+, ON TOP OF A KNOLL.
 EQ0789'
 EQ0789'THE MONUMENT IS A NEW MEXICO HIGHWAY COMMISSION STANDARD
 EQ0789'DISC, STAMPED I-25-60, SET IN CONCRETE FLUSH WITH THE GROUND.
 EQ0789
 EQ0789                          STATION RECOVERY (2005)
 EQ0789
 EQ0789'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 EQ0789'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0790 ***********************************************************************
 EQ0790  DESIGNATION -  I25 61
 EQ0790  PID         -  EQ0790
 EQ0790  STATE/COUNTY-  NM/SOCORRO
 EQ0790  USGS QUAD   -  ABEYTAS (1979)
 EQ0790
 EQ0790                         *CURRENT SURVEY CONTROL
 EQ0790  ___________________________________________________________________
 EQ0790* NAD 83(1992)-  34 26 33.56215(N)    106 49 42.76266(W)     ADJUSTED  
 EQ0790* NAVD 88     -      1467.54   (+/-2cm)    4814.8    (feet)  VERTCON   
 EQ0790  ___________________________________________________________________
 EQ0790  LAPLACE CORR-           1.00  (seconds)                    DEFLEC99
 EQ0790  GEOID HEIGHT-         -21.84  (meters)                     GEOID03
 EQ0790
 EQ0790  HORZ ORDER  -  SECOND
 EQ0790  VERT ORDER  -  THIRD ? (See Below)
 EQ0790
 EQ0790.The horizontal coordinates were established by classical geodetic methods
 EQ0790.and adjusted by the National Geodetic Survey in December 1993..
 EQ0790
 EQ0790.The NAVD 88 height was computed by applying the VERTCON shift value to
 EQ0790.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EQ0790.The vertical order pertains to the NGVD 29 superseded value.
 EQ0790
 EQ0790.The Laplace correction was computed from DEFLEC99 derived deflections.
 EQ0790
 EQ0790.The geoid height was determined by GEOID03.
 EQ0790
 EQ0790;                    North         East     Units Scale Factor Converg.
 EQ0790;SPC NM C     -   381,903.004   446,835.055   MT  0.99993483   -0 19 38.0
 EQ0790;SPC NM C     - 1,252,960.11  1,465,991.34   sFT  0.99993483   -0 19 38.0
 EQ0790;UTM  13      - 3,812,755.020   332,008.401   MT  0.99994786   -1 02 04.0
 EQ0790
 EQ0790!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EQ0790!SPC NM C     -   0.99977311  x   0.99993483  =   0.99970795
 EQ0790!UTM  13      -   0.99977311  x   0.99994786  =   0.99972098
 EQ0790
 EQ0790:                Primary Azimuth Mark                     Grid Az
 EQ0790:SPC NM C     -  I25 62                                   194 13 56.4
 EQ0790:UTM  13      -  I25 62                                   194 56 22.4
 EQ0790
 EQ0790|---------------------------------------------------------------------|
 EQ0790| PID    Reference Object                     Distance      Geod. Az  |
 EQ0790|                                                           dddmmss.s |
 EQ0790| EQ0791 I25 62                              APPROX. 1.2 KM 1935418.4 |
 EQ0790|---------------------------------------------------------------------|
 EQ0790
 EQ0790                          SUPERSEDED SURVEY CONTROL
 EQ0790
 EQ0790  NAD 83(1986)-  34 26 33.56736(N)    106 49 42.76196(W) AD(       ) 2
 EQ0790  NAD 27      -  34 26 33.33694(N)    106 49 40.66255(W) AD(       ) 2
 EQ0790  NGVD 29 (07/19/86) 1466.80   (m)         4812.3    (f) LEVELING    3  
 EQ0790
 EQ0790.Superseded values are not recommended for survey control.
 EQ0790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0790.See file dsdata.txt to determine how the superseded data were derived.
 EQ0790
 EQ0790_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU3200812755(NAD 83)
 EQ0790_MARKER: DD = SURVEY DISK
 EQ0790_SETTING: 0 = UNSPECIFIED SETTING
 EQ0790_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EQ0790
 EQ0790  HISTORY     - Date     Condition        Report By
 EQ0790  HISTORY     - 1974     MONUMENTED       NMHD
 EQ0790  HISTORY     - 20050318 GOOD             GEOCAC
 EQ0790
 EQ0790                          STATION DESCRIPTION
 EQ0790
 EQ0790'DESCRIBED BY NM HIGHWAY DEPT 1974 (SRC)
 EQ0790'THE STATION IS LOCATED APPROXIMATELY 14 MILES SOUTH OF BELEN ON
 EQ0790'HIGHWAY I-25.
 EQ0790'
 EQ0790'TO REACH THE STATION FROM THE I-25 INTERCHANGE SOUTH OF BELEN, GO
 EQ0790'13.3 MILES SOUTH ALONG HIGHWAY I-25.  THE STATION IS LOCATED ON THE
 EQ0790'RIGHT, 3 FEET EAST OF THE WEST RIGHT-OF-WAY FENCE, NEAR A HIGHWAY
 EQ0790'T RAIL ON TOP OF A KNOLL.
 EQ0790'
 EQ0790'THE MONUMENT IS A NEW MEXICO HIGHWAY COMMISSION STANDARD
 EQ0790'DISC, STAMPED I-25-61, SET IN CONCRETE FLUSH WITH THE GROUND.
 EQ0790
 EQ0790                          STATION RECOVERY (2005)
 EQ0790
 EQ0790'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 EQ0790'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0791 ***********************************************************************
 EQ0791  DESIGNATION -  I25 62
 EQ0791  PID         -  EQ0791
 EQ0791  STATE/COUNTY-  NM/SOCORRO
 EQ0791  USGS QUAD   -  ABEYTAS (1979)
 EQ0791
 EQ0791                         *CURRENT SURVEY CONTROL
 EQ0791  ___________________________________________________________________
 EQ0791* NAD 83(1992)-  34 25 56.99333(N)    106 49 53.68903(W)     ADJUSTED  
 EQ0791* NAVD 88     -      1464.75   (+/-2cm)    4805.6    (feet)  VERTCON   
 EQ0791  ___________________________________________________________________
 EQ0791  LAPLACE CORR-           1.08  (seconds)                    DEFLEC99
 EQ0791  GEOID HEIGHT-         -21.83  (meters)                     GEOID03
 EQ0791
 EQ0791  HORZ ORDER  -  SECOND
 EQ0791  VERT ORDER  -  THIRD ? (See Below)
 EQ0791
 EQ0791.The horizontal coordinates were established by classical geodetic methods
 EQ0791.and adjusted by the National Geodetic Survey in December 1993..
 EQ0791
 EQ0791.The NAVD 88 height was computed by applying the VERTCON shift value to
 EQ0791.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EQ0791.The vertical order pertains to the NGVD 29 superseded value.
 EQ0791
 EQ0791.The Laplace correction was computed from DEFLEC99 derived deflections.
 EQ0791
 EQ0791.The geoid height was determined by GEOID03.
 EQ0791
 EQ0791;                    North         East     Units Scale Factor Converg.
 EQ0791;SPC NM C     -   380,777.862   446,549.675   MT  0.99993520   -0 19 43.9
 EQ0791;SPC NM C     - 1,249,268.70  1,465,055.06   sFT  0.99993520   -0 19 43.9
 EQ0791;UTM  13      - 3,811,633.471   331,709.153   MT  0.99994911   -1 02 09.2
 EQ0791
 EQ0791!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EQ0791!SPC NM C     -   0.99977355  x   0.99993520  =   0.99970876
 EQ0791!UTM  13      -   0.99977355  x   0.99994911  =   0.99972267
 EQ0791
 EQ0791:                Primary Azimuth Mark                     Grid Az
 EQ0791:SPC NM C     -  I25 63                                   186 34 55.4
 EQ0791:UTM  13      -  I25 63                                   187 17 20.7
 EQ0791
 EQ0791|---------------------------------------------------------------------|
 EQ0791| PID    Reference Object                     Distance      Geod. Az  |
 EQ0791|                                                           dddmmss.s |
 EQ0791| EQ0792 I25 63                              APPROX. 0.6 KM 1861511.5 |
 EQ0791|---------------------------------------------------------------------|
 EQ0791
 EQ0791                          SUPERSEDED SURVEY CONTROL
 EQ0791
 EQ0791  NAD 83(1986)-  34 25 56.99849(N)    106 49 53.68823(W) AD(       ) 2
 EQ0791  NAD 27      -  34 25 56.76720(N)    106 49 51.58907(W) AD(       ) 2
 EQ0791  NGVD 29 (07/19/86) 1464.01   (m)         4803.2    (f) LEVELING    3  
 EQ0791
 EQ0791.Superseded values are not recommended for survey control.
 EQ0791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0791.See file dsdata.txt to determine how the superseded data were derived.
 EQ0791
 EQ0791_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU3170911633(NAD 83)
 EQ0791_MARKER: DD = SURVEY DISK
 EQ0791_SETTING: 0 = UNSPECIFIED SETTING
 EQ0791_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EQ0791
 EQ0791  HISTORY     - Date     Condition        Report By
 EQ0791  HISTORY     - 1974     MONUMENTED       NMHD
 EQ0791  HISTORY     - 20050318 GOOD             GEOCAC
 EQ0791
 EQ0791                          STATION DESCRIPTION
 EQ0791
 EQ0791'DESCRIBED BY NM HIGHWAY DEPT 1974 (SRC)
 EQ0791'THE STATION IS LOCATED APPROXIMATELY 14.5 MILES SOUTH
 EQ0791'OF BELEN ON HIGHWAY I-25.
 EQ0791'
 EQ0791'TO REACH THE STATION FROM THE I-25 INTERCHANGE SOUTH
 EQ0791'OF BELEN, GO 14.0 MILES SOUTH ALONG HIGHWAY I-25.  THE STATION
 EQ0791'IS LOCATED ON THE RIGHT, 3 FEET EAST OF THE WEST RIGHT-OF-WAY
 EQ0791'FENCE ON TOP OF A SMALL KNOLL.
 EQ0791'
 EQ0791'THE MONUMENT IS A NEW MEXICO HIGHWAY COMMISSION
 EQ0791'STANDARD DISC, STAMPED I-25-62, SET IN CONCRETE
 EQ0791'FLUSH WITH THE GROUND.
 EQ0791
 EQ0791                          STATION RECOVERY (2005)
 EQ0791
 EQ0791'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 EQ0791'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0792 ***********************************************************************
 EQ0792  DESIGNATION -  I25 63
 EQ0792  PID         -  EQ0792
 EQ0792  STATE/COUNTY-  NM/SOCORRO
 EQ0792  USGS QUAD   -  ABEYTAS (1979)
 EQ0792
 EQ0792                         *CURRENT SURVEY CONTROL
 EQ0792  ___________________________________________________________________
 EQ0792* NAD 83(1992)-  34 25 37.31268(N)    106 49 56.29151(W)     ADJUSTED  
 EQ0792* NAVD 88     -      1461.98   (+/-2cm)    4796.5    (feet)  VERTCON   
 EQ0792  ___________________________________________________________________
 EQ0792  LAPLACE CORR-           1.14  (seconds)                    DEFLEC99
 EQ0792  GEOID HEIGHT-         -21.83  (meters)                     GEOID03
 EQ0792
 EQ0792  HORZ ORDER  -  SECOND
 EQ0792  VERT ORDER  -  THIRD ? (See Below)
 EQ0792
 EQ0792.The horizontal coordinates were established by classical geodetic methods
 EQ0792.and adjusted by the National Geodetic Survey in December 1993..
 EQ0792
 EQ0792.The NAVD 88 height was computed by applying the VERTCON shift value to
 EQ0792.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EQ0792.The vertical order pertains to the NGVD 29 superseded value.
 EQ0792
 EQ0792.The Laplace correction was computed from DEFLEC99 derived deflections.
 EQ0792
 EQ0792.The geoid height was determined by GEOID03.
 EQ0792
 EQ0792;                    North         East     Units Scale Factor Converg.
 EQ0792;SPC NM C     -   380,171.855   446,479.750   MT  0.99993530   -0 19 45.2
 EQ0792;SPC NM C     - 1,247,280.49  1,464,825.65   sFT  0.99993530   -0 19 45.2
 EQ0792;UTM  13      - 3,811,028.363   331,631.756   MT  0.99994943   -1 02 10.1
 EQ0792
 EQ0792!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EQ0792!SPC NM C     -   0.99977398  x   0.99993530  =   0.99970930
 EQ0792!UTM  13      -   0.99977398  x   0.99994943  =   0.99972342
 EQ0792
 EQ0792:                Primary Azimuth Mark                     Grid Az
 EQ0792:SPC NM C     -  I25 62                                   006 34 55.2
 EQ0792:UTM  13      -  I25 62                                   007 17 20.1
 EQ0792
 EQ0792|---------------------------------------------------------------------|
 EQ0792| PID    Reference Object                     Distance      Geod. Az  |
 EQ0792|                                                           dddmmss.s |
 EQ0792| EQ0791 I25 62                              APPROX. 0.6 KM 0061510.0 |
 EQ0792| EQ0793 I25 64                              APPROX. 0.9 KM 2145012.6 |
 EQ0792|---------------------------------------------------------------------|
 EQ0792
 EQ0792                          SUPERSEDED SURVEY CONTROL
 EQ0792
 EQ0792  NAD 83(1986)-  34 25 37.31778(N)    106 49 56.29069(W) AD(       ) 2
 EQ0792  NAD 27      -  34 25 37.08598(N)    106 49 54.19169(W) AD(       ) 2
 EQ0792  NGVD 29 (07/19/86) 1461.24   (m)         4794.1    (f) LEVELING    3  
 EQ0792
 EQ0792.Superseded values are not recommended for survey control.
 EQ0792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0792.See file dsdata.txt to determine how the superseded data were derived.
 EQ0792
 EQ0792_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU3163211028(NAD 83)
 EQ0792_MARKER: DD = SURVEY DISK
 EQ0792_SETTING: 0 = UNSPECIFIED SETTING
 EQ0792_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EQ0792
 EQ0792  HISTORY     - Date     Condition        Report By
 EQ0792  HISTORY     - 1974     MONUMENTED       NMHD
 EQ0792
 EQ0792                          STATION DESCRIPTION
 EQ0792
 EQ0792'DESCRIBED BY NM HIGHWAY DEPT 1974 (SRC)
 EQ0792'THE STATION IS LOCATED APPROXIMATELY 15 MILES
 EQ0792'SOUTH OF BELEN ON HIGHWAY I-25.
 EQ0792'
 EQ0792'TO REACH THE STATION FROM THE I-25 INTERCHANGE SOUTH OF BELEN,
 EQ0792'GO 14.4 MILES SOUTH ALONG HIGHWAY I-25.  THE STATION IS LOCATED
 EQ0792'ON THE LEFT, 3 FEET WEST OF THE EAST RIGHT-OF-WAY FENCE ON TOP
 EQ0792'OF LARGE ROADWAY CUT.
 EQ0792'
 EQ0792'THE MONUMENT IS A NEW MEXICO HIGHWAY COMMISSION
 EQ0792'STANDARD DISC, STAMPED I-25-63, SET IN CONCRETE FLUSH
 EQ0792'WITH TOP OF GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0793 ***********************************************************************
 EQ0793  DESIGNATION -  I25 64
 EQ0793  PID         -  EQ0793
 EQ0793  STATE/COUNTY-  NM/SOCORRO
 EQ0793  USGS QUAD   -  ABEYTAS (1979)
 EQ0793
 EQ0793                         *CURRENT SURVEY CONTROL
 EQ0793  ___________________________________________________________________
 EQ0793* NAD 83(1992)-  34 25 13.12511(N)    106 50 16.60480(W)     ADJUSTED  
 EQ0793* NAVD 88     -      1452.45   (+/-2cm)    4765.2    (feet)  VERTCON   
 EQ0793  ___________________________________________________________________
 EQ0793  LAPLACE CORR-           1.00  (seconds)                    DEFLEC99
 EQ0793  GEOID HEIGHT-         -21.83  (meters)                     GEOID03
 EQ0793
 EQ0793  HORZ ORDER  -  SECOND
 EQ0793  VERT ORDER  -  THIRD ? (See Below)
 EQ0793
 EQ0793.The horizontal coordinates were established by classical geodetic methods
 EQ0793.and adjusted by the National Geodetic Survey in December 1993..
 EQ0793
 EQ0793.The NAVD 88 height was computed by applying the VERTCON shift value to
 EQ0793.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EQ0793.The vertical order pertains to the NGVD 29 superseded value.
 EQ0793
 EQ0793.The Laplace correction was computed from DEFLEC99 derived deflections.
 EQ0793
 EQ0793.The geoid height was determined by GEOID03.
 EQ0793
 EQ0793;                    North         East     Units Scale Factor Converg.
 EQ0793;SPC NM C     -   379,429.596   445,956.803   MT  0.99993599   -0 19 56.5
 EQ0793;SPC NM C     - 1,244,845.27  1,463,109.94   sFT  0.99993599   -0 19 56.5
 EQ0793;UTM  13      - 3,810,292.602   331,099.683   MT  0.99995164   -1 02 21.0
 EQ0793
 EQ0793!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EQ0793!SPC NM C     -   0.99977548  x   0.99993599  =   0.99971148
 EQ0793!UTM  13      -   0.99977548  x   0.99995164  =   0.99972713
 EQ0793
 EQ0793:                Primary Azimuth Mark                     Grid Az
 EQ0793:SPC NM C     -  I25 63                                   035 09 57.6
 EQ0793:UTM  13      -  I25 63                                   035 52 22.1
 EQ0793
 EQ0793|---------------------------------------------------------------------|
 EQ0793| PID    Reference Object                     Distance      Geod. Az  |
 EQ0793|                                                           dddmmss.s |
 EQ0793| EQ0792 I25 63                              APPROX. 0.9 KM 0345001.1 |
 EQ0793| EQ0163 PUERCO                              309.093 METERS 22219     |
 EQ0793|---------------------------------------------------------------------|
 EQ0793
 EQ0793                          SUPERSEDED SURVEY CONTROL
 EQ0793
 EQ0793  NAD 83(1986)-  34 25 13.13028(N)    106 50 16.60393(W) AD(       ) 2
 EQ0793  NAD 27      -  34 25 12.89794(N)    106 50 14.50465(W) AD(       ) 2
 EQ0793  NGVD 29 (07/19/86) 1451.71   (m)         4762.8    (f) LEVELING    3  
 EQ0793
 EQ0793.Superseded values are not recommended for survey control.
 EQ0793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0793.See file dsdata.txt to determine how the superseded data were derived.
 EQ0793
 EQ0793_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU3110010293(NAD 83)
 EQ0793_MARKER: DD = SURVEY DISK
 EQ0793_SETTING: 0 = UNSPECIFIED SETTING
 EQ0793_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EQ0793
 EQ0793  HISTORY     - Date     Condition        Report By
 EQ0793  HISTORY     - 1974     MONUMENTED       NMHD
 EQ0793  HISTORY     - 20050318 GOOD             GEOCAC
 EQ0793
 EQ0793                          STATION DESCRIPTION
 EQ0793
 EQ0793'DESCRIBED BY NM HIGHWAY DEPT 1974 (SRC)
 EQ0793'THE STATION IS LOCATED APPROXIMATELY 15.5 MILES SOUTH OF BELEN AND
 EQ0793'JUST NORTH OF BERNARDO ON HIGHWAY I-25.
 EQ0793'
 EQ0793'TO REACH THE STATION FROM THE I-25 INTERCHANGE SOUTH OF BELEN, GO
 EQ0793'15.05 MILES SOUTH ALONG HIGHWAY I-25.  THE STATION IS LOCATED ON
 EQ0793'THE RIGHT, 3 FEET EAST OF THE WEST RIGHT-OF-WAY FENCE AT
 EQ0793'RIGHT-OF-WAY J06 AT N.W. QUADRANT OF BERNARDO INTERCHANGE.
 EQ0793'
 EQ0793'THE MONUMENT IS A NEW MEXICO HIGHWAY COMMISSION STANDARD DISC,
 EQ0793'STAMPED I-25-64, SET IN CONCRETE FLUSH WITH THE GROUND.
 EQ0793
 EQ0793                          STATION RECOVERY (2005)
 EQ0793
 EQ0793'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 EQ0793'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1047 ***********************************************************************
 FO1047  DESIGNATION -  I25 6N
 FO1047  PID         -  FO1047
 FO1047  STATE/COUNTY-  NM/SANDOVAL
 FO1047  USGS QUAD   -  SAN FELIPE PUEBLO (1990)
 FO1047
 FO1047                         *CURRENT SURVEY CONTROL
 FO1047  ___________________________________________________________________
 FO1047* NAD 83(1992)-  35 23 06.38745(N)    106 27 42.82225(W)     ADJUSTED  
 FO1047* NAVD 88     -      1566.11   (+/-2cm)    5138.1    (feet)  VERTCON   
 FO1047  ___________________________________________________________________
 FO1047  LAPLACE CORR-           5.10  (seconds)                    DEFLEC99
 FO1047  GEOID HEIGHT-         -20.68  (meters)                     GEOID03
 FO1047
 FO1047  HORZ ORDER  -  SECOND
 FO1047  VERT ORDER  -  THIRD ? (See Below)
 FO1047
 FO1047.The horizontal coordinates were established by classical geodetic methods
 FO1047.and adjusted by the National Geodetic Survey in December 1993..
 FO1047
 FO1047.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1047.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1047.The vertical order pertains to the NGVD 29 superseded value.
 FO1047
 FO1047.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1047
 FO1047.The geoid height was determined by GEOID03.
 FO1047
 FO1047;                    North         East     Units Scale Factor Converg.
 FO1047;SPC NM C     -   486,315.978   480,749.463   MT  0.99990457   -0 07 21.7
 FO1047;SPC NM C     - 1,595,521.67  1,577,258.86   sFT  0.99990457   -0 07 21.7
 FO1047;UTM  13      - 3,916,732.404   367,222.890   MT  0.99981726   -0 50 48.0
 FO1047
 FO1047!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1047!SPC NM C     -   0.99975749  x   0.99990457  =   0.99966208
 FO1047!UTM  13      -   0.99975749  x   0.99981726  =   0.99957479
 FO1047
 FO1047:                Primary Azimuth Mark                     Grid Az
 FO1047:SPC NM C     -  I25 7N                                   052 22 36.1
 FO1047:UTM  13      -  I25 7N                                   053 06 02.4
 FO1047
 FO1047|---------------------------------------------------------------------|
 FO1047| PID    Reference Object                     Distance      Geod. Az  |
 FO1047|                                                           dddmmss.s |
 FO1047| FO1046 I25 7N                              APPROX. 0.8 KM 0521514.4 |
 FO1047|---------------------------------------------------------------------|
 FO1047
 FO1047                          SUPERSEDED SURVEY CONTROL
 FO1047
 FO1047  NAD 83(1986)-  35 23 06.39318(N)    106 27 42.82492(W) AD(       ) 2
 FO1047  NAD 27      -  35 23 06.25691(N)    106 27 40.73204(W) AD(       ) 2
 FO1047  NGVD 29 (07/19/86) 1565.22   (m)         5135.2    (f) LEVELING    3  
 FO1047
 FO1047.Superseded values are not recommended for survey control.
 FO1047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1047.See file dsdata.txt to determine how the superseded data were derived.
 FO1047
 FO1047_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV6722316732(NAD 83)
 FO1047_MARKER: DD = SURVEY DISK
 FO1047_SETTING: 0 = UNSPECIFIED SETTING
 FO1047_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FO1047_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FO1047+SATELLITE: SATELLITE OBSERVATIONS - February 25, 2005
 FO1047
 FO1047  HISTORY     - Date     Condition        Report By
 FO1047  HISTORY     - 1974     MONUMENTED       NMHD
 FO1047  HISTORY     - 20050225 GOOD             GEOCAC
 FO1047
 FO1047                          STATION DESCRIPTION
 FO1047
 FO1047'DESCRIBED BY NM HIGHWAY DEPT 1974 (SRC)
 FO1047'THE STATION IS LOCATED APPROXIMATELY 22 MILES NORTH OF ALBUQUERQUE
 FO1047'ON HIGHWAY I-25.
 FO1047'
 FO1047'TO REACH THE STATION FROM THE I-25 AND S.R. 44 HIGHWAY INTERCHANGE
 FO1047'EAST OF BERNALILLO, GO 6.35 MILES NORTH ALONG HIGHWAY I-25.  THE
 FO1047'STATION IS LOCATED ON THE LEFT, 2 FEET NORTH OF CHAINLINK FENCE
 FO1047'AROUND POWER PLANT, APPROXIMATELY 30 FEET WEST OF NORTHEAST CORNER
 FO1047'OF EXISTING CHAINLINK FENCE AND 3 FEET EAST OF PROPOSED NEW WEST
 FO1047'RIGHT OF WAY LINE.
 FO1047'
 FO1047'THE MONUMENT IS A NEW MEXICO STATE HIGHWAY COMMISSION STANDARD
 FO1047'DISC, STAMPED I-25-6N, SET IN CONCRETE FLUSH WITH GROUND.
 FO1047
 FO1047                          STATION RECOVERY (2005)
 FO1047
 FO1047'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 FO1047'STATION IS LOCATED 1 FOOT FROM NORTHEAST CORNER OF CHAIN LINK FENCE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1169 ***********************************************************************
 FO1169  DESIGNATION -  I25 7
 FO1169  PID         -  FO1169
 FO1169  STATE/COUNTY-  NM/SANDOVAL
 FO1169  USGS QUAD   -  ALAMEDA (1990)
 FO1169
 FO1169                         *CURRENT SURVEY CONTROL
 FO1169  ___________________________________________________________________
 FO1169* NAD 83(1992)-  35 14 37.91317(N)    106 34 06.46799(W)     ADJUSTED  
 FO1169* NAVD 88     -      1572.84   (+/-2cm)    5160.2    (feet)  VERTCON   
 FO1169  ___________________________________________________________________
 FO1169  LAPLACE CORR-           9.24  (seconds)                    DEFLEC99
 FO1169  GEOID HEIGHT-         -20.82  (meters)                     GEOID03
 FO1169
 FO1169  HORZ ORDER  -  SECOND
 FO1169  VERT ORDER  -  THIRD ? (See Below)
 FO1169
 FO1169.The horizontal coordinates were established by classical geodetic methods
 FO1169.and adjusted by the National Geodetic Survey in December 1993..
 FO1169
 FO1169.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1169.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1169.The vertical order pertains to the NGVD 29 superseded value.
 FO1169
 FO1169.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1169
 FO1169.The geoid height was determined by GEOID03.
 FO1169
 FO1169;                    North         East     Units Scale Factor Converg.
 FO1169;SPC NM C     -   470,673.033   471,017.429   MT  0.99991035   -0 11 01.6
 FO1169;SPC NM C     - 1,544,199.78  1,545,329.68   sFT  0.99991035   -0 11 01.6
 FO1169;UTM  13      - 3,901,214.597   357,295.047   MT  0.99985097   -0 54 18.9
 FO1169
 FO1169!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1169!SPC NM C     -   0.99975645  x   0.99991035  =   0.99966682
 FO1169!UTM  13      -   0.99975645  x   0.99985097  =   0.99960746
 FO1169
 FO1169:                Primary Azimuth Mark                     Grid Az
 FO1169:SPC NM C     -  I25 8                                    186 55 58.7
 FO1169:UTM  13      -  I25 8                                    187 39 16.0
 FO1169
 FO1169|---------------------------------------------------------------------|
 FO1169| PID    Reference Object                     Distance      Geod. Az  |
 FO1169|                                                           dddmmss.s |
 FO1169| FO1139 I25 8                               APPROX. 1.3 KM 1864457.1 |
 FO1169|---------------------------------------------------------------------|
 FO1169
 FO1169                          SUPERSEDED SURVEY CONTROL
 FO1169
 FO1169  NAD 83(1986)-  35 14 37.91901(N)    106 34 06.46982(W) AD(       ) 2
 FO1169  NAD 27      -  35 14 37.76824(N)    106 34 04.37777(W) AD(       ) 2
 FO1169  NGVD 29 (07/19/86) 1572.01   (m)         5157.5    (f) LEVELING    3  
 FO1169
 FO1169.Superseded values are not recommended for survey control.
 FO1169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1169.See file dsdata.txt to determine how the superseded data were derived.
 FO1169
 FO1169_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV5729501215(NAD 83)
 FO1169_MARKER: DD = SURVEY DISK
 FO1169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FO1169_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FO1169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO1169+STABILITY: SURFACE MOTION
 FO1169
 FO1169  HISTORY     - Date     Condition        Report By
 FO1169  HISTORY     - 1969     MONUMENTED       NMHD
 FO1169  HISTORY     - 20050216 GOOD             GEOCAC
 FO1169
 FO1169                          STATION DESCRIPTION
 FO1169
 FO1169'DESCRIBED BY NM HIGHWAY DEPT 1969 (SRC)
 FO1169'THE STATION IS LOCATED 4.90 MILES SOUTH OF THE I-25 AND NM-473
 FO1169'INTERSECTION (BERNALILLO INTERCHANGE) ON I-25 OR 1.85 MILE
 FO1169'NORTH OF THE BERNALILLO/SANDOVAL COUNTY LINE ON I-25.
 FO1169'
 FO1169'TO REACH THE STATION FROM THE COURT HOUSE IN BERNALILLO,
 FO1169'GO SOUTH ON U.S.-85 (WHICH IS DEL PUEBLO) FOR 0.4 MILE THEN
 FO1169'GO EAST ON THE STREET BERNALILLO FOR 0.65 MILE AND THEN GO
 FO1169'SOUTH ON I-25 FOR 4.90 MILES.  THE STATION IS APPROXIMATELY
 FO1169'18 FT EAST OF THE WEST R/W FENCE AND NEAR A CROSSROAD SIGN
 FO1169'READING FRIENDSHIP INN.
 FO1169'
 FO1169'THE MONUMENT IS A STANDARD STATE HIGHWAY COMMISSION DISK
 FO1169'STAMPED STA I-25-7, AND IS FLUSH WITH THE GROUND.
 FO1169'
 FO1169'FOR THE DESCRIPTION OF STATIONS I-25-6 AND I-25-8, SEE TRAVERSE
 FO1169'STATIONS I-25-6 AND I-25-8.
 FO1169
 FO1169                          STATION RECOVERY (2005)
 FO1169
 FO1169'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 FO1169'THE STATION IS APP. 100 YDS SOUTHEAST OF SANDIA PUEBLO STANDPIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1046 ***********************************************************************
 FO1046  DESIGNATION -  I25 7N
 FO1046  PID         -  FO1046
 FO1046  STATE/COUNTY-  NM/SANDOVAL
 FO1046  USGS QUAD   -  SAN FELIPE PUEBLO (1990)
 FO1046
 FO1046                         *CURRENT SURVEY CONTROL
 FO1046  ___________________________________________________________________
 FO1046* NAD 83(1992)-  35 23 22.37547(N)    106 27 17.60171(W)     ADJUSTED  
 FO1046* NAVD 88     -      1575.18   (+/-2cm)    5167.9    (feet)  VERTCON   
 FO1046  ___________________________________________________________________
 FO1046  LAPLACE CORR-           5.16  (seconds)                    DEFLEC99
 FO1046  GEOID HEIGHT-         -20.67  (meters)                     GEOID03
 FO1046
 FO1046  HORZ ORDER  -  SECOND
 FO1046  VERT ORDER  -  THIRD ? (See Below)
 FO1046
 FO1046.The horizontal coordinates were established by classical geodetic methods
 FO1046.and adjusted by the National Geodetic Survey in December 1993..
 FO1046
 FO1046.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1046.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1046.The vertical order pertains to the NGVD 29 superseded value.
 FO1046
 FO1046.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1046
 FO1046.The geoid height was determined by GEOID03.
 FO1046
 FO1046;                    North         East     Units Scale Factor Converg.
 FO1046;SPC NM C     -   486,807.321   481,386.948   MT  0.99990427   -0 07 07.2
 FO1046;SPC NM C     - 1,597,133.69  1,579,350.35   sFT  0.99990427   -0 07 07.2
 FO1046;UTM  13      - 3,917,215.610   367,866.476   MT  0.99981516   -0 50 33.7
 FO1046
 FO1046!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1046!SPC NM C     -   0.99975606  x   0.99990427  =   0.99966036
 FO1046!UTM  13      -   0.99975606  x   0.99981516  =   0.99957127
 FO1046
 FO1046:                Primary Azimuth Mark                     Grid Az
 FO1046:SPC NM C     -  I25 8N                                   046 22 25.2
 FO1046:UTM  13      -  I25 8N                                   047 05 51.7
 FO1046
 FO1046|---------------------------------------------------------------------|
 FO1046| PID    Reference Object                     Distance      Geod. Az  |
 FO1046|                                                           dddmmss.s |
 FO1046| FO1045 I25 8N                              APPROX. 0.7 KM 0461518.0 |
 FO1046|---------------------------------------------------------------------|
 FO1046
 FO1046                          SUPERSEDED SURVEY CONTROL
 FO1046
 FO1046  NAD 83(1986)-  35 23 22.38117(N)    106 27 17.60445(W) AD(       ) 2
 FO1046  NAD 27      -  35 23 22.24509(N)    106 27 15.51191(W) AD(       ) 2
 FO1046  NGVD 29 (07/19/86) 1574.29   (m)         5165.0    (f) LEVELING    3  
 FO1046
 FO1046.Superseded values are not recommended for survey control.
 FO1046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1046.See file dsdata.txt to determine how the superseded data were derived.
 FO1046
 FO1046_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV6786617216(NAD 83)
 FO1046_MARKER: DD = SURVEY DISK
 FO1046_SETTING: 0 = UNSPECIFIED SETTING
 FO1046_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FO1046
 FO1046  HISTORY     - Date     Condition        Report By
 FO1046  HISTORY     - 1974     MONUMENTED       NMHD
 FO1046  HISTORY     - 20050225 GOOD             GEOCAC
 FO1046
 FO1046                          STATION DESCRIPTION
 FO1046
 FO1046'DESCRIBED BY NM HIGHWAY DEPT 1974 (SRC)
 FO1046'THE STATION IS LOCATED APPROXIMATELY 22.5 MILES NORTH OF ALBUQUERQUE
 FO1046'ON HIGHWAY I-25.
 FO1046'
 FO1046'TO REACH THE STATION FROM THE I-25 AND S.R. 44 HIGHWAY INTERCHANGE
 FO1046'EAST OF BERNALILLO, GO 6.95 MILES NORTH ALONG HIGHWAY I-25.  THE
 FO1046'STATION IS LOCATED ON THE RIGHT, 2 FEET WEST OF EAST RIGHT OF WAY
 FO1046'FENCE, 5 FEET SOUTH OF SITE OF OLD GATE WHICH IS NO LONGER USED.
 FO1046'
 FO1046'THE MONUMENT IS A NEW MEXICO STATE HIGHWAY COMMISSION STANDARD
 FO1046'DISC, STAMPED I-25-7N, SET IN CONCRETE FLUSH WITH GROUND.
 FO1046
 FO1046                          STATION RECOVERY (2005)
 FO1046
 FO1046'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 FO1046'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1139 ***********************************************************************
 FO1139  DESIGNATION -  I25 8
 FO1139  PID         -  FO1139
 FO1139  STATE/COUNTY-  NM/SANDOVAL
 FO1139  USGS QUAD   -  ALAMEDA (1990)
 FO1139
 FO1139                         *CURRENT SURVEY CONTROL
 FO1139  ___________________________________________________________________
 FO1139* NAD 83(1992)-  35 13 54.56392(N)    106 34 12.72042(W)     ADJUSTED  
 FO1139* NAVD 88     -      1579.78   (+/-2cm)    5183.0    (feet)  VERTCON   
 FO1139  ___________________________________________________________________
 FO1139  LAPLACE CORR-           9.72  (seconds)                    DEFLEC99
 FO1139  GEOID HEIGHT-         -20.82  (meters)                     GEOID03
 FO1139
 FO1139  HORZ ORDER  -  SECOND
 FO1139  VERT ORDER  -  THIRD ? (See Below)
 FO1139
 FO1139.The horizontal coordinates were established by classical geodetic methods
 FO1139.and adjusted by the National Geodetic Survey in December 1993..
 FO1139
 FO1139.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1139.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1139.The vertical order pertains to the NGVD 29 superseded value.
 FO1139
 FO1139.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1139
 FO1139.The geoid height was determined by GEOID03.
 FO1139
 FO1139;                    North         East     Units Scale Factor Converg.
 FO1139;SPC NM C     -   469,337.730   470,855.061   MT  0.99991046   -0 11 05.0
 FO1139;SPC NM C     - 1,539,818.87  1,544,796.98   sFT  0.99991046   -0 11 05.0
 FO1139;UTM  13      - 3,899,881.522   357,115.891   MT  0.99985161   -0 54 21.5
 FO1139
 FO1139!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1139!SPC NM C     -   0.99975536  x   0.99991046  =   0.99966584
 FO1139!UTM  13      -   0.99975536  x   0.99985161  =   0.99960701
 FO1139
 FO1139:                Primary Azimuth Mark                     Grid Az
 FO1139:SPC NM C     -  I25 9                                    193 08 10.2
 FO1139:UTM  13      -  I25 9                                    193 51 26.7
 FO1139
 FO1139|---------------------------------------------------------------------|
 FO1139| PID    Reference Object                     Distance      Geod. Az  |
 FO1139|                                                           dddmmss.s |
 FO1139| FO1125 I25 9                               APPROX. 2.2 KM 1925705.2 |
 FO1139|---------------------------------------------------------------------|
 FO1139
 FO1139                          SUPERSEDED SURVEY CONTROL
 FO1139
 FO1139  NAD 83(1986)-  35 13 54.56980(N)    106 34 12.72217(W) AD(       ) 2
 FO1139  NAD 27      -  35 13 54.41765(N)    106 34 10.63060(W) AD(       ) 2
 FO1139  NGVD 29 (07/19/86) 1578.95   (m)         5180.3    (f) LEVELING    3  
 FO1139
 FO1139.Superseded values are not recommended for survey control.
 FO1139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1139.See file dsdata.txt to determine how the superseded data were derived.
 FO1139
 FO1139_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU5711699882(NAD 83)
 FO1139_MARKER: DD = SURVEY DISK
 FO1139_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FO1139_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FO1139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO1139+STABILITY: SURFACE MOTION
 FO1139
 FO1139  HISTORY     - Date     Condition        Report By
 FO1139  HISTORY     - 1969     MONUMENTED       NMHD
 FO1139  HISTORY     - 20050216 GOOD             GEOCAC
 FO1139
 FO1139                          STATION DESCRIPTION
 FO1139
 FO1139'DESCRIBED BY NM HIGHWAY DEPT 1969 (SRC)
 FO1139'THE STATION IS LOCATED 5.70 MILES SOUTH OF THE I-25 AND NM-473
 FO1139'INTERSECTION (BERNALILLO INTERCHANGE) ON I-25 OR 1.0 MILE
 FO1139'NORTH OF THE BERNALILLO/SANDOVAL COUNTY LINE ON I-25.
 FO1139'
 FO1139'TO REACH THE STATION FROM THE COURT HOUSE IN BERNALILLO, GO
 FO1139'SOUTH ON U.S.-85 (WHICH IS DEL PUEBLO) FOR 0.4 MILE THEN GO
 FO1139'EAST ON THE STREET BERNALILLO FOR 0.65 MILE AND THEN GO
 FO1139'SOUTH ON I-25 FOR 5.70 MILES.  THE STATION IS THEN EAST FROM
 FO1139'THIS POINT ON THE SMALL KNOLL.  IT IS APPROXIMATELY 3 FT
 FO1139'WEST OF THE EAST R/W FENCE AND APPROXIMATELY 135 FT SOUTH
 FO1139'OF THE R/W MARKER PAINTED 590 + 00.
 FO1139'
 FO1139'THE MONUMENT IS A STANDARD STATE HIGHWAY COMMISSION DISK
 FO1139'STAMPED STA. I-25-8 AND IS FLUSH WITH THE GROUND.
 FO1139'
 FO1139'FOR THE DESCRIPTION TO STATIONS I-25-7 AND I-25-9, SEE TRAVERSE
 FO1139'STATIONS I-25-7 AND I-25-9.
 FO1139
 FO1139                          STATION RECOVERY (2005)
 FO1139
 FO1139'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 FO1139'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1045 ***********************************************************************
 FO1045  DESIGNATION -  I25 8N
 FO1045  PID         -  FO1045
 FO1045  STATE/COUNTY-  NM/SANDOVAL
 FO1045  USGS QUAD   -  SAN FELIPE PUEBLO (1990)
 FO1045
 FO1045                         *CURRENT SURVEY CONTROL
 FO1045  ___________________________________________________________________
 FO1045* NAD 83(1992)-  35 23 37.26857(N)    106 26 58.59845(W)     ADJUSTED  
 FO1045* NAVD 88     -      1577.98   (+/-2cm)    5177.1    (feet)  VERTCON   
 FO1045  ___________________________________________________________________
 FO1045  LAPLACE CORR-           5.18  (seconds)                    DEFLEC99
 FO1045  GEOID HEIGHT-         -20.66  (meters)                     GEOID03
 FO1045
 FO1045  HORZ ORDER  -  SECOND
 FO1045  VERT ORDER  -  THIRD ? (See Below)
 FO1045
 FO1045.The horizontal coordinates were established by classical geodetic methods
 FO1045.and adjusted by the National Geodetic Survey in December 1993..
 FO1045
 FO1045.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1045.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1045.The vertical order pertains to the NGVD 29 superseded value.
 FO1045
 FO1045.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1045
 FO1045.The geoid height was determined by GEOID03.
 FO1045
 FO1045;                    North         East     Units Scale Factor Converg.
 FO1045;SPC NM C     -   487,265.284   481,867.414   MT  0.99990405   -0 06 56.2
 FO1045;SPC NM C     - 1,598,636.19  1,580,926.67   sFT  0.99990405   -0 06 56.2
 FO1045;UTM  13      - 3,917,667.423   368,352.647   MT  0.99981358   -0 50 23.0
 FO1045
 FO1045!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1045!SPC NM C     -   0.99975562  x   0.99990405  =   0.99965970
 FO1045!UTM  13      -   0.99975562  x   0.99981358  =   0.99956925
 FO1045
 FO1045:                Primary Azimuth Mark                     Grid Az
 FO1045:SPC NM C     -  I25 7N                                   226 22 25.2
 FO1045:UTM  13      -  I25 7N                                   227 05 52.0
 FO1045
 FO1045|---------------------------------------------------------------------|
 FO1045| PID    Reference Object                     Distance      Geod. Az  |
 FO1045|                                                           dddmmss.s |
 FO1045| FO1046 I25 7N                              APPROX. 0.7 KM 2261529.0 |
 FO1045|---------------------------------------------------------------------|
 FO1045
 FO1045                          SUPERSEDED SURVEY CONTROL
 FO1045
 FO1045  NAD 83(1986)-  35 23 37.27422(N)    106 26 58.60125(W) AD(       ) 2
 FO1045  NAD 27      -  35 23 37.13836(N)    106 26 56.50909(W) AD(       ) 2
 FO1045  NGVD 29 (07/19/86) 1577.09   (m)         5174.2    (f) LEVELING    3  
 FO1045
 FO1045.Superseded values are not recommended for survey control.
 FO1045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1045.See file dsdata.txt to determine how the superseded data were derived.
 FO1045
 FO1045_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV6835317667(NAD 83)
 FO1045_MARKER: DD = SURVEY DISK
 FO1045_SETTING: 0 = UNSPECIFIED SETTING
 FO1045_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FO1045
 FO1045  HISTORY     - Date     Condition        Report By
 FO1045  HISTORY     - 1974     MONUMENTED       NMHD
 FO1045  HISTORY     - 20050225 GOOD             GEOCAC
 FO1045
 FO1045                          STATION DESCRIPTION
 FO1045
 FO1045'DESCRIBED BY NM HIGHWAY DEPT 1974 (SRC)
 FO1045'THE STATION IS LOCATED APPROXIMATELY 23 MILES NORTH OF
 FO1045'ALBUQUERQUE ON HIGHWAY I-25.
 FO1045'
 FO1045'TO REACH THE STATION FROM THE I-25 AND S.R. 44 HIGHWAY
 FO1045'INTERCHANGE EAST OF BERNALILLO, GO 7.35 MILES NORTH ALONG
 FO1045'HIGHWAY I-25.  THE STATION IS LOCATED ON THE RIGHT, 2 FEET
 FO1045'WEST OF T RAIL ON EAST RIGHT OF WAY LINE, MARKED 1299+48.98.
 FO1045'
 FO1045'THE MONUMENT IS A NEW MEXICO STATE HIGHWAY COMMISSION STANDARD
 FO1045'DISC, STAMPED I-25-8N, SET IN CONCRETE FLUSH WITH GROUND.
 FO1045
 FO1045                          STATION RECOVERY (2005)
 FO1045
 FO1045'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 FO1045'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1125 ***********************************************************************
 FO1125  DESIGNATION -  I25 9
 FO1125  PID         -  FO1125
 FO1125  STATE/COUNTY-  NM/BERNALILLO
 FO1125  USGS QUAD   -  ALAMEDA (1990)
 FO1125
 FO1125                         *CURRENT SURVEY CONTROL
 FO1125  ___________________________________________________________________
 FO1125* NAD 83(1992)-  35 12 45.99430(N)    106 34 31.93503(W)     ADJUSTED  
 FO1125* NAVD 88     -      1582.66   (+/-2cm)    5192.4    (feet)  VERTCON   
 FO1125  ___________________________________________________________________
 FO1125  LAPLACE CORR-          10.01  (seconds)                    DEFLEC99
 FO1125  GEOID HEIGHT-         -20.86  (meters)                     GEOID03
 FO1125
 FO1125  HORZ ORDER  -  SECOND
 FO1125  VERT ORDER  -  THIRD ? (See Below)
 FO1125
 FO1125.The horizontal coordinates were established by classical geodetic methods
 FO1125.and adjusted by the National Geodetic Survey in December 1993..
 FO1125
 FO1125.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1125.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1125.The vertical order pertains to the NGVD 29 superseded value.
 FO1125
 FO1125.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1125
 FO1125.The geoid height was determined by GEOID03.
 FO1125
 FO1125;                    North         East     Units Scale Factor Converg.
 FO1125;SPC NM C     -   467,226.333   470,362.320   MT  0.99991082   -0 11 15.8
 FO1125;SPC NM C     - 1,532,891.73  1,543,180.38   sFT  0.99991082   -0 11 15.8
 FO1125;UTM  13      - 3,897,776.616   356,596.647   MT  0.99985344   -0 54 31.1
 FO1125
 FO1125!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1125!SPC NM C     -   0.99975492  x   0.99991082  =   0.99966576
 FO1125!UTM  13      -   0.99975492  x   0.99985344  =   0.99960839
 FO1125
 FO1125:                Primary Azimuth Mark                     Grid Az
 FO1125:SPC NM C     -  I25 10                                   188 39 13.2
 FO1125:UTM  13      -  I25 10                                   189 22 28.5
 FO1125
 FO1125|---------------------------------------------------------------------|
 FO1125| PID    Reference Object                     Distance      Geod. Az  |
 FO1125|                                                           dddmmss.s |
 FO1125| FO1151 I25 10                              APPROX. 1.0 KM 1882757.4 |
 FO1125|---------------------------------------------------------------------|
 FO1125
 FO1125                          SUPERSEDED SURVEY CONTROL
 FO1125
 FO1125  NAD 83(1986)-  35 12 46.00020(N)    106 34 31.93667(W) AD(       ) 2
 FO1125  NAD 27      -  35 12 45.84593(N)    106 34 29.84572(W) AD(       ) 2
 FO1125  NGVD 29 (07/19/86) 1581.82   (m)         5189.7    (f) LEVELING    3  
 FO1125
 FO1125.Superseded values are not recommended for survey control.
 FO1125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1125.See file dsdata.txt to determine how the superseded data were derived.
 FO1125
 FO1125_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU5659797777(NAD 83)
 FO1125_MARKER: DD = SURVEY DISK
 FO1125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FO1125_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FO1125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO1125+STABILITY: SURFACE MOTION
 FO1125
 FO1125  HISTORY     - Date     Condition        Report By
 FO1125  HISTORY     - 1969     MONUMENTED       NMHD
 FO1125  HISTORY     - 20050225 GOOD             GEOCAC
 FO1125
 FO1125                          STATION DESCRIPTION
 FO1125
 FO1125'DESCRIBED BY NM HIGHWAY DEPT 1969 (SRC)
 FO1125'THE STATION IS LOCATED 0.35 MILE SOUTH OF THE BERNALILLO/SANDOVAL
 FO1125'COUNTY LINE OR 0.59 MILE NORTH OF THE TRAM ROAD BRIDGE (INTERSECTION
 FO1125'OF I-25 AND NM-422.
 FO1125'
 FO1125'TO REACH THE STATION FROM THE INTERSECTION OF CENTRAL AND THE
 FO1125'RAILROAD (DOWNTOWN ALBUQUERQUE), GO EAST ON CENTRAL
 FO1125'(U.S.-66) FOR 0.6 MILE AND THEN GO NORTH ON I-25.  TRAVEL
 FO1125'NORTH ON I-25 FOR 9.45 MILES.  THE STATION IS THEN TO THE
 FO1125'WEST OF THIS POINT.  IT IS 3 FT EAST OF THE WEST R/W FENCE
 FO1125'AND NEAR A PRESENT DAVE MC CAULEY VOLKSWAGON SIGN.  THE STATION
 FO1125'IS 1 FT WEST OF THE CENTER OF TWO GUARD POLES.
 FO1125'
 FO1125'THE MONUMENT IS A STANDARD STATE HIGHWAY COMMISSION DISK
 FO1125'STAMPED STA. I-25-9 AND IS FLUSH WITH THE GROUND.
 FO1125'
 FO1125'FOR THE DESCRIPTION OF STATIONS I-25-8 AND I-25-10, SEE TRAVERSE
 FO1125'STATIONS I-25-8 AND I-25-10.
 FO1125
 FO1125                          STATION RECOVERY (2005)
 FO1125
 FO1125'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 FO1125'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1044 ***********************************************************************
 FO1044  DESIGNATION -  I25 9N
 FO1044  PID         -  FO1044
 FO1044  STATE/COUNTY-  NM/SANDOVAL
 FO1044  USGS QUAD   -  SAN FELIPE PUEBLO (1990)
 FO1044
 FO1044                         *CURRENT SURVEY CONTROL
 FO1044  ___________________________________________________________________
 FO1044* NAD 83(1992)-  35 24 17.47027(N)    106 25 33.83990(W)     ADJUSTED  
 FO1044* NAVD 88     -      1619.02   (+/-2cm)    5311.7    (feet)  VERTCON   
 FO1044  ___________________________________________________________________
 FO1044  LAPLACE CORR-           5.37  (seconds)                    DEFLEC99
 FO1044  GEOID HEIGHT-         -20.62  (meters)                     GEOID03
 FO1044
 FO1044  HORZ ORDER  -  SECOND
 FO1044  VERT ORDER  -  THIRD ? (See Below)
 FO1044
 FO1044.The horizontal coordinates were established by classical geodetic methods
 FO1044.and adjusted by the National Geodetic Survey in December 1993..
 FO1044
 FO1044.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1044.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1044.The vertical order pertains to the NGVD 29 superseded value.
 FO1044
 FO1044.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1044
 FO1044.The geoid height was determined by GEOID03.
 FO1044
 FO1044;                    North         East     Units Scale Factor Converg.
 FO1044;SPC NM C     -   488,500.071   484,008.356   MT  0.99990315   -0 06 07.2
 FO1044;SPC NM C     - 1,602,687.32  1,587,950.75   sFT  0.99990315   -0 06 07.2
 FO1044;UTM  13      - 3,918,874.939   370,508.824   MT  0.99980664   -0 49 34.7
 FO1044
 FO1044!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1044!SPC NM C     -   0.99974918  x   0.99990315  =   0.99965235
 FO1044!UTM  13      -   0.99974918  x   0.99980664  =   0.99955587
 FO1044
 FO1044:                Primary Azimuth Mark                     Grid Az
 FO1044:SPC NM C     -  I25 10N                                  060 14 22.3
 FO1044:UTM  13      -  I25 10N                                  060 57 49.8
 FO1044
 FO1044|---------------------------------------------------------------------|
 FO1044| PID    Reference Object                     Distance      Geod. Az  |
 FO1044|                                                           dddmmss.s |
 FO1044| FO1043 I25 10N                             APPROX. 1.0 KM 0600815.1 |
 FO1044|---------------------------------------------------------------------|
 FO1044
 FO1044                          SUPERSEDED SURVEY CONTROL
 FO1044
 FO1044  NAD 83(1986)-  35 24 17.47591(N)    106 25 33.84277(W) AD(       ) 2
 FO1044  NAD 27      -  35 24 17.34067(N)    106 25 31.75201(W) AD(       ) 2
 FO1044  NGVD 29 (07/19/86) 1618.13   (m)         5308.8    (f) LEVELING    3  
 FO1044
 FO1044.Superseded values are not recommended for survey control.
 FO1044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1044.See file dsdata.txt to determine how the superseded data were derived.
 FO1044
 FO1044_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV7050918875(NAD 83)
 FO1044_MARKER: DD = SURVEY DISK
 FO1044_SETTING: 0 = UNSPECIFIED SETTING
 FO1044_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FO1044
 FO1044  HISTORY     - Date     Condition        Report By
 FO1044  HISTORY     - 1974     MONUMENTED       NMHD
 FO1044  HISTORY     - 20050606 MARK NOT FOUND   GEOCAC
 FO1044
 FO1044                          STATION DESCRIPTION
 FO1044
 FO1044'DESCRIBED BY NM HIGHWAY DEPT 1974 (SRC)
 FO1044'THE STATION IS LOCATED APPROXIMATELY 24.5 MILES NORTH OF
 FO1044'ALBUQUERQUE ON HIGHWAY I-25.
 FO1044'
 FO1044'TO REACH THE STATION FROM THE I-25 AND S.R. 44 HIGHWAY
 FO1044'INTERCHANGE EAST OF BERNALILLO, GO 8.95 MILES NORTH ALONG
 FO1044'HIGHWAY I-25.  THE STATION IS LOCATED ON THE RIGHT, 69 FEET
 FO1044'EAST OF EXISTING RIGHT OF WAY FENCE AND 2 FEET WEST OF
 FO1044'PROPOSED NEW RIGHT OF WAY LINE.
 FO1044'
 FO1044'THE MONUMENT IS A NEW MEXICO STATE HIGHWAY COMMISSION STANDARD
 FO1044'DISC, STAMPED I-25-9N, SET IN CONCRETE FLUSH WITH GROUND.
 FO1044
 FO1044                          STATION RECOVERY (2005)
 FO1044
 FO1044'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 FO1044'THERE HAS BEEN HIGHWAY GRADING AT THIS POINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0951 ***********************************************************************
 EQ0951  DESIGNATION -  I25 R1
 EQ0951  PID         -  EQ0951
 EQ0951  STATE/COUNTY-  NM/VALENCIA
 EQ0951  USGS QUAD   -  BELEN (1991)
 EQ0951
 EQ0951                         *CURRENT SURVEY CONTROL
 EQ0951  ___________________________________________________________________
 EQ0951* NAD 83(1992)-  34 37 54.07764(N)    106 47 00.29875(W)     ADJUSTED  
 EQ0951* NAVD 88     -      1473.39   (+/-2cm)    4833.9    (feet)  VERTCON   
 EQ0951  ___________________________________________________________________
 EQ0951  LAPLACE CORR-           0.88  (seconds)                    DEFLEC99
 EQ0951  GEOID HEIGHT-         -21.91  (meters)                     GEOID03
 EQ0951
 EQ0951  HORZ ORDER  -  SECOND
 EQ0951  VERT ORDER  -  THIRD ? (See Below)
 EQ0951
 EQ0951.The horizontal coordinates were established by classical geodetic methods
 EQ0951.and adjusted by the National Geodetic Survey in December 1993..
 EQ0951
 EQ0951.The NAVD 88 height was computed by applying the VERTCON shift value to
 EQ0951.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EQ0951.The vertical order pertains to the NGVD 29 superseded value.
 EQ0951
 EQ0951.The Laplace correction was computed from DEFLEC99 derived deflections.
 EQ0951
 EQ0951.The geoid height was determined by GEOID03.
 EQ0951
 EQ0951;                    North         East     Units Scale Factor Converg.
 EQ0951;SPC NM C     -   402,848.204   451,092.856   MT  0.99992947   -0 18 11.3
 EQ0951;SPC NM C     - 1,321,677.82  1,479,960.48   sFT  0.99992947   -0 18 11.3
 EQ0951;SPC NM W     -   403,226.819   926,266.383   MT  1.00003085   +0 35 48.2
 EQ0951;SPC NM W     - 1,322,919.99  3,038,925.62   sFT  1.00003085   +0 35 48.2
 EQ0951;UTM  13      - 3,833,646.073   336,525.047   MT  0.99992940   -1 00 49.5
 EQ0951
 EQ0951!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EQ0951!SPC NM C     -   0.99977221  x   0.99992947  =   0.99970169
 EQ0951!SPC NM W     -   0.99977221  x   1.00003085  =   0.99980305
 EQ0951!UTM  13      -   0.99977221  x   0.99992940  =   0.99970162
 EQ0951
 EQ0951|---------------------------------------------------------------------|
 EQ0951| PID    Reference Object                     Distance      Geod. Az  |
 EQ0951|                                                           dddmmss.s |
 EQ0951| EQ0954 I25 R1A                             249.445 METERS 19645     |
 EQ0951| EQ0947 I25 R1B                             APPROX. 2.0 KM 3325126.9 |
 EQ0951|---------------------------------------------------------------------|
 EQ0951
 EQ0951                          SUPERSEDED SURVEY CONTROL
 EQ0951
 EQ0951  NAD 83(1986)-  34 37 54.08279(N)    106 47 00.29859(W) AD(       ) 2
 EQ0951  NAD 27      -  34 37 53.86661(N)    106 46 58.19592(W) AD(       ) 2
 EQ0951  NGVD 29 (07/19/86) 1472.63   (m)         4831.5    (f) LEVELING    3  
 EQ0951
 EQ0951.Superseded values are not recommended for survey control.
 EQ0951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0951.See file dsdata.txt to determine how the superseded data were derived.
 EQ0951
 EQ0951_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU3652533646(NAD 83)
 EQ0951_MARKER: DD = SURVEY DISK
 EQ0951_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EQ0951_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EQ0951_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EQ0951+STABILITY: SURFACE MOTION
 EQ0951
 EQ0951  HISTORY     - Date     Condition        Report By
 EQ0951  HISTORY     - 1970     MONUMENTED       NMHD
 EQ0951  HISTORY     - 20050318 GOOD             GEOCAC
 EQ0951
 EQ0951                          STATION DESCRIPTION
 EQ0951
 EQ0951'DESCRIBED BY NM HIGHWAY DEPT 1970 (REC)
 EQ0951'THE STATION IS LOCATED ABOUT 2 MILES SOUTH OF BELEN NEAR THE
 EQ0951'JUNCTION OF INTERSTATE HIGHWAY 25 WITH U.S. HIGHWAY 85.
 EQ0951'
 EQ0951'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 85
 EQ0951'AND STATE HIGHWAY 6 IN BELEN GO SOUTH ON U.S. HIGHWAY 85 FOR
 EQ0951'2.2 MILES TO THE INTERCHANGE AT THE JUNCTION OF U.S. HIGHWAY
 EQ0951'85 AND INTERSTATE HIGHWAY 25.  TAKE THE SOUTHBOUND SOCORRO
 EQ0951'RAMP TO A BRIDGE OVER INTERSTATE HIGHWAY 25.  CROSS OVER
 EQ0951'THE BRIDGE TO THE STATION ON THE RIGHT AT THE SOUTHWEST END
 EQ0951'OF THE BRIDGE.
 EQ0951'
 EQ0951'THE STATION MARK IS A STANDARD NEW MEXICO HIGHWAY COMMISSION
 EQ0951'DISK STAMPED I-025-R1 SET IN THE TOP OF A 6 IN CYLINDRICAL
 EQ0951'CONCRETE MONUMENT FLUSH WITH THE GROUND.  IT IS 9 FT SOUTHWEST
 EQ0951'OF THE SOUTHWESTERLY EDGE OF THE NORTHWEST WINGWALL, 3 FT
 EQ0951'NORTHWEST OF A METAL BEAM GUARD RAIL AND 4 FEET SOUTHEAST
 EQ0951'OF A WITNESS POST.
 EQ0951
 EQ0951                          STATION RECOVERY (2005)
 EQ0951
 EQ0951'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 EQ0951'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0954 ***********************************************************************
 EQ0954  DESIGNATION -  I25 R1A
 EQ0954  PID         -  EQ0954
 EQ0954  STATE/COUNTY-  NM/VALENCIA
 EQ0954  USGS QUAD   -  BELEN (1991)
 EQ0954
 EQ0954                         *CURRENT SURVEY CONTROL
 EQ0954  ___________________________________________________________________
 EQ0954* NAD 83(1992)-  34 37 46.32632(N)    106 47 03.12169(W)     ADJUSTED  
 EQ0954* NAVD 88     -      1469.36   (+/-2cm)    4820.7    (feet)  VERTCON   
 EQ0954  ___________________________________________________________________
 EQ0954  LAPLACE CORR-           0.85  (seconds)                    DEFLEC99
 EQ0954  GEOID HEIGHT-         -21.90  (meters)                     GEOID03
 EQ0954
 EQ0954  HORZ ORDER  -  SECOND
 EQ0954  VERT ORDER  -  THIRD ? (See Below)
 EQ0954
 EQ0954.The horizontal coordinates were established by classical geodetic methods
 EQ0954.and adjusted by the National Geodetic Survey in December 1993..
 EQ0954
 EQ0954.The NAVD 88 height was computed by applying the VERTCON shift value to
 EQ0954.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EQ0954.The vertical order pertains to the NGVD 29 superseded value.
 EQ0954
 EQ0954.The Laplace correction was computed from DEFLEC99 derived deflections.
 EQ0954
 EQ0954.The geoid height was determined by GEOID03.
 EQ0954
 EQ0954;                    North         East     Units Scale Factor Converg.
 EQ0954;SPC NM C     -   402,609.748   451,019.694   MT  0.99992956   -0 18 12.9
 EQ0954;SPC NM C     - 1,320,895.48  1,479,720.45   sFT  0.99992956   -0 18 12.9
 EQ0954;SPC NM W     -   402,987.219   926,196.968   MT  1.00003069   +0 35 46.4
 EQ0954;SPC NM W     - 1,322,133.90  3,038,697.89   sFT  1.00003069   +0 35 46.4
 EQ0954;UTM  13      - 3,833,408.543   336,448.933   MT  0.99992970   -1 00 50.9
 EQ0954
 EQ0954!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EQ0954!SPC NM C     -   0.99977284  x   0.99992956  =   0.99970242
 EQ0954!SPC NM W     -   0.99977284  x   1.00003069  =   0.99980352
 EQ0954!UTM  13      -   0.99977284  x   0.99992970  =   0.99970256
 EQ0954
 EQ0954|---------------------------------------------------------------------|
 EQ0954| PID    Reference Object                     Distance      Geod. Az  |
 EQ0954|                                                           dddmmss.s |
 EQ0954| EQ0951 I25 R1                              249.445 METERS 01645     |
 EQ0954| EQ0957 RIMCON                              APPROX. 3.6 KM 3220122.1 |
 EQ0954|---------------------------------------------------------------------|
 EQ0954
 EQ0954                          SUPERSEDED SURVEY CONTROL
 EQ0954
 EQ0954  NAD 83(1986)-  34 37 46.33147(N)    106 47 03.12153(W) AD(       ) 2
 EQ0954  NAD 27      -  34 37 46.11463(N)    106 47 01.01880(W) AD(       ) 2
 EQ0954  NGVD 29 (07/19/86) 1468.60   (m)         4818.2    (f) LEVELING    3  
 EQ0954
 EQ0954.Superseded values are not recommended for survey control.
 EQ0954.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0954.See file dsdata.txt to determine how the superseded data were derived.
 EQ0954
 EQ0954_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU3644933409(NAD 83)
 EQ0954_MARKER: DD = SURVEY DISK
 EQ0954_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EQ0954_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EQ0954_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EQ0954+STABILITY: SURFACE MOTION
 EQ0954
 EQ0954  HISTORY     - Date     Condition        Report By
 EQ0954  HISTORY     - 1970     MONUMENTED       NMHD
 EQ0954  HISTORY     - 20050318 GOOD             GEOCAC
 EQ0954
 EQ0954                          STATION DESCRIPTION
 EQ0954
 EQ0954'DESCRIBED BY NM HIGHWAY DEPT 1970 (REC)
 EQ0954'THE STATION IS LOCATED ABOUT 2 MILES SOUTH OF BELEN NEAR THE
 EQ0954'JUNCTION OF INTERSTATE HIGHWAY 25 WITH U.S. HIGHWAY 85.
 EQ0954'
 EQ0954'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 85
 EQ0954'AND STATE HIGHWAY 6 IN BELEN GO SOUTH ON U.S. HIGHWAY 85
 EQ0954'FOR 2.2 MILES TO THE INTERCHANGE AT THE JUNCTION OF U.S.
 EQ0954'HIGHWAY 85 AND INTERSTATE HIGHWAY 25.  TAKE THE SOUTHBOUND
 EQ0954'SOCORRO RAMP AND CROSS A BRIDGE OVER INTERSTATE HIGHWAY 85
 EQ0954'AND GO .2 MILE TO THE STATION ON THE LEFT NEAR A CURB NOSE
 EQ0954'WHERE AN OFF RAMP JOINS THE SOUTHBOUND SOCORRO ON RAMP.
 EQ0954'
 EQ0954'THE STATION MARK IS A STANDARD NEW MEXICO HIGHWY COMMISSION
 EQ0954'DISK STAMPED I-025-R14 SET IN THE TOP OF A 6 IN CYLINDRICAL
 EQ0954'CONCRETE MONUMENT FLUSH WITH THE GROUND.  IT IS 14 FT SOUTH
 EQ0954'OF A TWO POST KEEP RIGHT SIGN, 7 FT WEST OF THE BACK OF THE
 EQ0954'WEST CURB OF THE OFF RAMP AND 6 FT EAST OF THE BACK OF THE
 EQ0954'EAST CURB OF THE SOUTHBOUND SOCORRO ON RAMP.
 EQ0954
 EQ0954                          STATION RECOVERY (2005)
 EQ0954
 EQ0954'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 EQ0954'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0947 ***********************************************************************
 EQ0947  DESIGNATION -  I25 R1B
 EQ0947  PID         -  EQ0947
 EQ0947  STATE/COUNTY-  NM/VALENCIA
 EQ0947  USGS QUAD   -  BELEN (1991)
 EQ0947
 EQ0947                         *CURRENT SURVEY CONTROL
 EQ0947  ___________________________________________________________________
 EQ0947* NAD 83(1992)-  34 38 51.49283(N)    106 47 35.91681(W)     ADJUSTED  
 EQ0947* NAVD 88     -      1492.47   (+/-2cm)    4896.5    (feet)  VERTCON   
 EQ0947  ___________________________________________________________________
 EQ0947  LAPLACE CORR-           0.47  (seconds)                    DEFLEC99
 EQ0947  GEOID HEIGHT-         -21.92  (meters)                     GEOID03
 EQ0947
 EQ0947  HORZ ORDER  -  SECOND
 EQ0947  VERT ORDER  -  THIRD ? (See Below)
 EQ0947
 EQ0947.The horizontal coordinates were established by classical geodetic methods
 EQ0947.and adjusted by the National Geodetic Survey in December 1993..
 EQ0947
 EQ0947.The NAVD 88 height was computed by applying the VERTCON shift value to
 EQ0947.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EQ0947.The vertical order pertains to the NGVD 29 superseded value.
 EQ0947
 EQ0947.The Laplace correction was computed from DEFLEC99 derived deflections.
 EQ0947
 EQ0947.The geoid height was determined by GEOID03.
 EQ0947
 EQ0947;                    North         East     Units Scale Factor Converg.
 EQ0947;SPC NM C     -   404,622.149   450,195.243   MT  0.99993056   -0 18 32.0
 EQ0947;SPC NM C     - 1,327,497.83  1,477,015.56   sFT  0.99993056   -0 18 32.0
 EQ0947;SPC NM W     -   404,986.620   925,340.924   MT  1.00002867   +0 35 28.8
 EQ0947;SPC NM W     - 1,328,693.60  3,035,889.35   sFT  1.00002867   +0 35 28.8
 EQ0947;UTM  13      - 3,835,431.017   335,649.507   MT  0.99993293   -1 01 11.2
 EQ0947
 EQ0947!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EQ0947!SPC NM C     -   0.99976922  x   0.99993056  =   0.99969979
 EQ0947!SPC NM W     -   0.99976922  x   1.00002867  =   0.99979788
 EQ0947!UTM  13      -   0.99976922  x   0.99993293  =   0.99970216
 EQ0947
 EQ0947:                Primary Azimuth Mark                     Grid Az
 EQ0947:SPC NM C     -  I25 R2                                   347 22 44.3
 EQ0947:SPC NM W     -  I25 R2                                   346 28 43.5
 EQ0947:UTM  13      -  I25 R2                                   348 05 23.5
 EQ0947
 EQ0947|---------------------------------------------------------------------|
 EQ0947| PID    Reference Object                     Distance      Geod. Az  |
 EQ0947|                                                           dddmmss.s |
 EQ0947| EQ0941 I25 R2                              APPROX. 0.7 KM 3470412.3 |
 EQ0947|---------------------------------------------------------------------|
 EQ0947
 EQ0947                          SUPERSEDED SURVEY CONTROL
 EQ0947
 EQ0947  NAD 83(1986)-  34 38 51.49795(N)    106 47 35.91668(W) AD(       ) 2
 EQ0947  NAD 27      -  34 38 51.28266(N)    106 47 33.81416(W) AD(       ) 2
 EQ0947  NGVD 29 (07/19/86) 1491.70   (m)         4894.0    (f) LEVELING    3  
 EQ0947
 EQ0947.Superseded values are not recommended for survey control.
 EQ0947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0947.See file dsdata.txt to determine how the superseded data were derived.
 EQ0947
 EQ0947_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU3565035431(NAD 83)
 EQ0947_MARKER: DD = SURVEY DISK
 EQ0947_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EQ0947_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EQ0947_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EQ0947+STABILITY: SURFACE MOTION
 EQ0947
 EQ0947  HISTORY     - Date     Condition        Report By
 EQ0947  HISTORY     - 1970     MONUMENTED       NMHD
 EQ0947  HISTORY     - 20050318 GOOD             GEOCAC
 EQ0947
 EQ0947                          STATION DESCRIPTION
 EQ0947
 EQ0947'DESCRIBED BY NM HIGHWAY DEPT 1970 (REC)
 EQ0947'THIS STATION IS LOCATED ABOUT ONE MILE SOUTH-SOUTHWEST OF
 EQ0947'BELEN, ONE MILE NORTH OF THE JUNCTION OF INTERSTATE HIGHWAY 25
 EQ0947'WITH U.S. HIGHWAY 85 SOUTH OF BELEN.
 EQ0947'
 EQ0947'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 85 AND
 EQ0947'STATE HIGHWAY 6 IN BELEN GO SOUTH ON U.S. HIGHWAY 85 FOR
 EQ0947'2.2 MILES TO THE INTERCHANGE AT THE JUNCTION OF U.S. HIGHWAY
 EQ0947'85 AND INTERSTATE HIGHWAY 25.  TAKE THE NORTHBOUND LOS
 EQ0947'LUNAS-ALBUQUERQUE RAMP AND GO ONE MILE TO THE STATION ON THE LEFT
 EQ0947'NEAR THE WESTERLY RIGHT OF WAY.
 EQ0947'
 EQ0947'THE STATION MARK IS A STANDARD NEW MEXICO HIGHWAY COMMISSION
 EQ0947'DISK STAMPED I-025-R1B SET IN THE TOP OF A 6 IN CYLINDRICAL
 EQ0947'CONCRETE MONUMENT FLUSH WITH THE GROUND.  IT IS 25 FT EAST OF
 EQ0947'THE MOST EASTERLY OF TWO FENCES, 300 FEET SOUTH-SOUTHWEST
 EQ0947'OF A DOUBLE 6 FT X 4 FT CONCRETE BOX CULVERT AND 200 FT
 EQ0947'NORTH-NORTHWEST OF A 42 IN CULVERT PIPE.
 EQ0947
 EQ0947                          STATION RECOVERY (2005)
 EQ0947
 EQ0947'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 EQ0947'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0941 ***********************************************************************
 EQ0941  DESIGNATION -  I25 R2
 EQ0941  PID         -  EQ0941
 EQ0941  STATE/COUNTY-  NM/VALENCIA
 EQ0941  USGS QUAD   -  BELEN (1991)
 EQ0941
 EQ0941                         *CURRENT SURVEY CONTROL
 EQ0941  ___________________________________________________________________
 EQ0941* NAD 83(1992)-  34 39 12.30229(N)    106 47 41.69814(W)     ADJUSTED  
 EQ0941* NAVD 88     -      1500.90   (+/-2cm)    4924.2    (feet)  VERTCON   
 EQ0941  ___________________________________________________________________
 EQ0941  LAPLACE CORR-           0.40  (seconds)                    DEFLEC99
 EQ0941  GEOID HEIGHT-         -21.93  (meters)                     GEOID03
 EQ0941
 EQ0941  HORZ ORDER  -  SECOND
 EQ0941  VERT ORDER  -  THIRD ? (See Below)
 EQ0941
 EQ0941.The horizontal coordinates were established by classical geodetic methods
 EQ0941.and adjusted by the National Geodetic Survey in December 1993..
 EQ0941
 EQ0941.The NAVD 88 height was computed by applying the VERTCON shift value to
 EQ0941.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EQ0941.The vertical order pertains to the NGVD 29 superseded value.
 EQ0941
 EQ0941.The Laplace correction was computed from DEFLEC99 derived deflections.
 EQ0941
 EQ0941.The geoid height was determined by GEOID03.
 EQ0941
 EQ0941;                    North         East     Units Scale Factor Converg.
 EQ0941;SPC NM C     -   405,264.134   450,051.495   MT  0.99993074   -0 18 35.5
 EQ0941;SPC NM C     - 1,329,604.08  1,476,543.95   sFT  0.99993074   -0 18 35.5
 EQ0941;SPC NM W     -   405,626.331   925,187.092   MT  1.00002831   +0 35 25.8
 EQ0941;SPC NM W     - 1,330,792.39  3,035,384.65   sFT  1.00002831   +0 35 25.8
 EQ0941;UTM  13      - 3,836,074.739   335,513.736   MT  0.99993348   -1 01 15.0
 EQ0941
 EQ0941!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EQ0941!SPC NM C     -   0.99976790  x   0.99993074  =   0.99969865
 EQ0941!SPC NM W     -   0.99976790  x   1.00002831  =   0.99979620
 EQ0941!UTM  13      -   0.99976790  x   0.99993348  =   0.99970139
 EQ0941
 EQ0941:                Primary Azimuth Mark                     Grid Az
 EQ0941:SPC NM C     -  I25 R1B                                  167 22 44.5
 EQ0941:SPC NM W     -  I25 R1B                                  166 28 43.2
 EQ0941:UTM  13      -  I25 R1B                                  168 05 24.0
 EQ0941
 EQ0941|---------------------------------------------------------------------|
 EQ0941| PID    Reference Object                     Distance      Geod. Az  |
 EQ0941|                                                           dddmmss.s |
 EQ0941| EQ0947 I25 R1B                             APPROX. 0.7 KM 1670409.0 |
 EQ0941|---------------------------------------------------------------------|
 EQ0941
 EQ0941                          SUPERSEDED SURVEY CONTROL
 EQ0941
 EQ0941  NAD 83(1986)-  34 39 12.30740(N)    106 47 41.69803(W) AD(       ) 2
 EQ0941  NAD 27      -  34 39 12.09281(N)    106 47 39.59574(W) AD(       ) 2
 EQ0941  NGVD 29 (07/19/86) 1500.13   (m)         4921.7    (f) LEVELING    3  
 EQ0941
 EQ0941.Superseded values are not recommended for survey control.
 EQ0941.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0941.See file dsdata.txt to determine how the superseded data were derived.
 EQ0941
 EQ0941_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU3551436075(NAD 83)
 EQ0941_MARKER: DD = SURVEY DISK
 EQ0941_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EQ0941_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EQ0941_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EQ0941+STABILITY: SURFACE MOTION
 EQ0941
 EQ0941  HISTORY     - Date     Condition        Report By
 EQ0941  HISTORY     - 1970     MONUMENTED       NMHD
 EQ0941  HISTORY     - 20050318 GOOD             GEOCAC
 EQ0941
 EQ0941                          STATION DESCRIPTION
 EQ0941
 EQ0941'DESCRIBED BY NM HIGHWAY DEPT 1970 (REC)
 EQ0941'THIS STATION IS LOCATED ABOUT .4 OF A MILE WEST OF THE SOUTHWESTERLY
 EQ0941'CITY LIMITS OF BELEN NEAR THE JUNCTION OF INTERSTATE HIGHWAY
 EQ0941'25 AND CAMINO DEL LLANO ROAD.
 EQ0941'
 EQ0941'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 85
 EQ0941'AND STATE HIGHWAY 6 IN BELEN GO SOUTH ON U.S. HIGHWAY 85 FOR
 EQ0941'2.2 MILES TO THE INTERCHANGE AT THE JUNCTION OF U.S. HIGHWAY
 EQ0941'85 AND INTERSTATE HIGHWAY 25.  TAKE THE NORTHBOUND LOS
 EQ0941'LUNAS-ALBUQUERQUE RAMP AND GO 1.5 MILE TO THE STATION ON
 EQ0941'THE RIGHT NEAR THE NORTHERLY END OF A BRIDGE OVER CAMINO
 EQ0941'DEL LLANO ROAD.
 EQ0941'
 EQ0941'THE STATION MARK IS A STANDARD NEW MEXICO HIGHWAY COMMISSION
 EQ0941'DISK STAMPED I-025-R2 SET IN THE TOP OF A 6 IN CYLINDRICAL
 EQ0941'CONCRETE MONUMENT FLUSH WITH THE GROUND.  IT IS 7 FT EASTERLY
 EQ0941'OF A WINGWALL AT THE NORTH EASTERLY END OF THE BRIDGE AND
 EQ0941'8 FT NORTHEAST OF BARBED WIRE FENCE.
 EQ0941
 EQ0941                          STATION RECOVERY (2005)
 EQ0941
 EQ0941'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 EQ0941'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0959 ***********************************************************************
 EQ0959  DESIGNATION -  I25 R2A
 EQ0959  PID         -  EQ0959
 EQ0959  STATE/COUNTY-  NM/VALENCIA
 EQ0959  USGS QUAD   -  BELEN (1991)
 EQ0959
 EQ0959                         *CURRENT SURVEY CONTROL
 EQ0959  ___________________________________________________________________
 EQ0959* NAD 83(1992)-  34 39 38.77695(N)    106 47 47.23448(W)     ADJUSTED  
 EQ0959* NAVD 88     -      1501.31   (+/-2cm)    4925.5    (feet)  VERTCON   
 EQ0959  ___________________________________________________________________
 EQ0959  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 EQ0959  GEOID HEIGHT-         -21.93  (meters)                     GEOID03
 EQ0959
 EQ0959  HORZ ORDER  -  SECOND
 EQ0959  VERT ORDER  -  THIRD ? (See Below)
 EQ0959
 EQ0959.The horizontal coordinates were established by classical geodetic methods
 EQ0959.and adjusted by the National Geodetic Survey in December 1993..
 EQ0959
 EQ0959.The NAVD 88 height was computed by applying the VERTCON shift value to
 EQ0959.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EQ0959.The vertical order pertains to the NGVD 29 superseded value.
 EQ0959
 EQ0959.The Laplace correction was computed from DEFLEC99 derived deflections.
 EQ0959
 EQ0959.The geoid height was determined by GEOID03.
 EQ0959
 EQ0959;                    North         East     Units Scale Factor Converg.
 EQ0959;SPC NM C     -   406,080.648   449,914.953   MT  0.99993091   -0 18 38.8
 EQ0959;SPC NM C     - 1,332,282.93  1,476,095.97   sFT  0.99993091   -0 18 38.8
 EQ0959;SPC NM W     -   406,440.677   925,037.720   MT  1.00002796   +0 35 23.0
 EQ0959;SPC NM W     - 1,333,464.12  3,034,894.59   sFT  1.00002796   +0 35 23.0
 EQ0959;UTM  13      - 3,836,892.887   335,387.336   MT  0.99993400   -1 01 18.8
 EQ0959
 EQ0959!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EQ0959!SPC NM C     -   0.99976783  x   0.99993091  =   0.99969876
 EQ0959!SPC NM W     -   0.99976783  x   1.00002796  =   0.99979579
 EQ0959!UTM  13      -   0.99976783  x   0.99993400  =   0.99970185
 EQ0959
 EQ0959:                Primary Azimuth Mark                     Grid Az
 EQ0959:SPC NM C     -  I25 R2B                                  003 23 01.7
 EQ0959:SPC NM W     -  I25 R2B                                  002 28 59.9
 EQ0959:UTM  13      -  I25 R2B                                  004 05 41.7
 EQ0959
 EQ0959|---------------------------------------------------------------------|
 EQ0959| PID    Reference Object                     Distance      Geod. Az  |
 EQ0959|                                                           dddmmss.s |
 EQ0959| EQ0946 I25 R2B                             APPROX. 1.0 KM 0030422.9 |
 EQ0959|---------------------------------------------------------------------|
 EQ0959
 EQ0959                          SUPERSEDED SURVEY CONTROL
 EQ0959
 EQ0959  NAD 83(1986)-  34 39 38.78205(N)    106 47 47.23439(W) AD(       ) 2
 EQ0959  NAD 27      -  34 39 38.56850(N)    106 47 45.13239(W) AD(       ) 2
 EQ0959  NGVD 29 (07/19/86) 1500.54   (m)         4923.0    (f) LEVELING    3  
 EQ0959
 EQ0959.Superseded values are not recommended for survey control.
 EQ0959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0959.See file dsdata.txt to determine how the superseded data were derived.
 EQ0959
 EQ0959_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU3538736893(NAD 83)
 EQ0959_MARKER: DD = SURVEY DISK
 EQ0959_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EQ0959_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EQ0959_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EQ0959+STABILITY: SURFACE MOTION
 EQ0959
 EQ0959  HISTORY     - Date     Condition        Report By
 EQ0959  HISTORY     - 1970     MONUMENTED       NMHD
 EQ0959  HISTORY     - 20050318 GOOD             GEOCAC
 EQ0959
 EQ0959                          STATION DESCRIPTION
 EQ0959
 EQ0959'DESCRIBED BY NM HIGHWAY DEPT 1970 (REC)
 EQ0959'THIS STATION IS LOCATED ABOUT .6 MILE WEST OF THE WESTERLY
 EQ0959'CITY LIMITS OF BELEN AND .5 MILE NORTH OF THE JUNCTION OF
 EQ0959'INTERSTATE HIGHWAY 25 AND CAMINO DEL LLANO ROAD.
 EQ0959'
 EQ0959'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 85
 EQ0959'AND STATE HIGHWAY 6 IN BELEN GO SOUTH ON U.S. HIGHWAY 85
 EQ0959'FOR 2.2 MILES TO THE INTERCHANGE AT THE JUNCTION OF U.S.
 EQ0959'HIGHWAY 85 AND INTERSTATE HIGHWAY 25.  TAKE THE NORTHBOUND
 EQ0959'LOS LUNAS-ALBUQUERQUE RAMP AND GO 2.0 MILES TO THE STATION
 EQ0959'ON THE RIGHT NEAR THE EASTERLY RIGHT OF WAY.
 EQ0959'
 EQ0959'THE STATION MARK IS A STANDARD NEW MEXICO HIGHWAY COMMISSION
 EQ0959'DISK STAMPED I-025-R2A SET IN THE TOP OF A 6 IN CYLINDRICAL
 EQ0959'CONCRETE MONUMENT FLUSH WITH THE GROUND.  IT IS 12 FT WESTERLY
 EQ0959'OF THE EASTERLY RIGHT OF WAY FENCE AND 14 FEET WEST-NORTHWEST
 EQ0959'OF A T RAIL HIGHWAY RIGHT OF WAY MARKER AT STATION 440 + 00.
 EQ0959
 EQ0959                          STATION RECOVERY (2005)
 EQ0959
 EQ0959'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 EQ0959'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0946 ***********************************************************************
 EQ0946  DESIGNATION -  I25 R2B
 EQ0946  PID         -  EQ0946
 EQ0946  STATE/COUNTY-  NM/VALENCIA
 EQ0946  USGS QUAD   -  BELEN (1991)
 EQ0946
 EQ0946                         *CURRENT SURVEY CONTROL
 EQ0946  ___________________________________________________________________
 EQ0946* NAD 83(1992)-  34 40 11.84398(N)    106 47 45.08579(W)     ADJUSTED  
 EQ0946* NAVD 88     -      1496.69   (+/-2cm)    4910.4    (feet)  VERTCON   
 EQ0946  ___________________________________________________________________
 EQ0946  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 EQ0946  GEOID HEIGHT-         -21.93  (meters)                     GEOID03
 EQ0946
 EQ0946  HORZ ORDER  -  SECOND
 EQ0946  VERT ORDER  -  THIRD ? (See Below)
 EQ0946
 EQ0946.The horizontal coordinates were established by classical geodetic methods
 EQ0946.and adjusted by the National Geodetic Survey in December 1993..
 EQ0946
 EQ0946.The NAVD 88 height was computed by applying the VERTCON shift value to
 EQ0946.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EQ0946.The vertical order pertains to the NGVD 29 superseded value.
 EQ0946
 EQ0946.The Laplace correction was computed from DEFLEC99 derived deflections.
 EQ0946
 EQ0946.The geoid height was determined by GEOID03.
 EQ0946
 EQ0946;                    North         East     Units Scale Factor Converg.
 EQ0946;SPC NM C     -   407,099.231   449,975.179   MT  0.99993083   -0 18 37.9
 EQ0946;SPC NM C     - 1,335,624.73  1,476,293.57   sFT  0.99993083   -0 18 37.9
 EQ0946;SPC NM W     -   407,460.180   925,081.933   MT  1.00002806   +0 35 24.8
 EQ0946;SPC NM W     - 1,336,808.94  3,035,039.64   sFT  1.00002806   +0 35 24.8
 EQ0946;UTM  13      - 3,837,910.647   335,460.202   MT  0.99993370   -1 01 18.5
 EQ0946
 EQ0946!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EQ0946!SPC NM C     -   0.99976856  x   0.99993083  =   0.99969940
 EQ0946!SPC NM W     -   0.99976856  x   1.00002806  =   0.99979661
 EQ0946!UTM  13      -   0.99976856  x   0.99993370  =   0.99970227
 EQ0946
 EQ0946:                Primary Azimuth Mark                     Grid Az
 EQ0946:SPC NM C     -  I25 R3                                   005 49 13.7
 EQ0946:SPC NM W     -  I25 R3                                   004 55 11.0
 EQ0946:UTM  13      -  I25 R3                                   006 31 54.3
 EQ0946
 EQ0946|---------------------------------------------------------------------|
 EQ0946| PID    Reference Object                     Distance      Geod. Az  |
 EQ0946|                                                           dddmmss.s |
 EQ0946| EQ0948 I25 R3                              APPROX. 2.7 KM 0053035.8 |
 EQ0946|---------------------------------------------------------------------|
 EQ0946
 EQ0946                          SUPERSEDED SURVEY CONTROL
 EQ0946
 EQ0946  NAD 83(1986)-  34 40 11.84908(N)    106 47 45.08572(W) AD(       ) 2
 EQ0946  NAD 27      -  34 40 11.63618(N)    106 47 42.98411(W) AD(       ) 2
 EQ0946  NGVD 29 (07/19/86) 1495.92   (m)         4907.9    (f) LEVELING    3  
 EQ0946
 EQ0946.Superseded values are not recommended for survey control.
 EQ0946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0946.See file dsdata.txt to determine how the superseded data were derived.
 EQ0946
 EQ0946_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU3546037911(NAD 83)
 EQ0946_MARKER: DD = SURVEY DISK
 EQ0946_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EQ0946_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EQ0946_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EQ0946+STABILITY: SURFACE MOTION
 EQ0946_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EQ0946+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2005
 EQ0946
 EQ0946  HISTORY     - Date     Condition        Report By
 EQ0946  HISTORY     - 1970     MONUMENTED       NMHD
 EQ0946  HISTORY     - 20050318 GOOD             GEOCAC
 EQ0946
 EQ0946                          STATION DESCRIPTION
 EQ0946
 EQ0946'DESCRIBED BY NM HIGHWAY DEPT 1970 (REC)
 EQ0946'THIS STATION IS LOCATED ABOUT .6 MILE WEST OF THE WESTERLY CITY
 EQ0946'LIMITS OF BELEN AND 1.1 MILES NORTH OF THE JUNCTION OF INTERSTATE
 EQ0946'HIGHWAY 25 AND CAMINO DEL LLANO ROAD.
 EQ0946'
 EQ0946'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 85
 EQ0946'AND STATE HIGHWAY 6 IN BELEN GO SOUTH ON U.S. HIGHWAY 85 FOR
 EQ0946'2.2 MILES TO THE INTERCHANGE AT THE JUNCTION OF U.S. HIGHWAY
 EQ0946'85 AND INTERSTATE HIGHWAY 25.  TAKE THE NORTHBOUND LOS
 EQ0946'LUNAS-ALBUQUERQUE RAMP AND GO 2.6 MILES TO THE STATION ON THE
 EQ0946'RIGHT NEAR THE SOUTHERLY END OF A BRIDGE.
 EQ0946'
 EQ0946'THE STATION MARK IS A STANDARD NEW MEXICO HIGHWAY COMMISSION
 EQ0946'DISK STAMPED I-025-R2B SET IN THE TOP OF A 6 IN CYLINDRICAL
 EQ0946'CONCRETE MONUMENT FLUSH WITH THE GROUND.  IT IS 12 FT EASTERLY
 EQ0946'OF A WINGWALL AT THE SOUTHEASTERLY END OF THE BRIDGE AND
 EQ0946'9 FT SOUTHERLY OF A BARBED WIRE FENCE.
 EQ0946
 EQ0946                          STATION RECOVERY (2005)
 EQ0946
 EQ0946'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 EQ0946'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0948 ***********************************************************************
 EQ0948  DESIGNATION -  I25 R3
 EQ0948  PID         -  EQ0948
 EQ0948  STATE/COUNTY-  NM/VALENCIA
 EQ0948  USGS QUAD   -  BELEN (1991)
 EQ0948
 EQ0948                         *CURRENT SURVEY CONTROL
 EQ0948  ___________________________________________________________________
 EQ0948* NAD 83(1992)-  34 41 40.01286(N)    106 47 34.78831(W)     ADJUSTED  
 EQ0948* NAVD 88     -      1500.38   (+/-2cm)    4922.5    (feet)  VERTCON   
 EQ0948  ___________________________________________________________________
 EQ0948  LAPLACE CORR-           0.38  (seconds)                    DEFLEC99
 EQ0948  GEOID HEIGHT-         -21.93  (meters)                     GEOID03
 EQ0948
 EQ0948  HORZ ORDER  -  SECOND
 EQ0948  VERT ORDER  -  THIRD ? (See Below)
 EQ0948
 EQ0948.The horizontal coordinates were established by classical geodetic methods
 EQ0948.and adjusted by the National Geodetic Survey in December 1993..
 EQ0948
 EQ0948.The NAVD 88 height was computed by applying the VERTCON shift value to
 EQ0948.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EQ0948.The vertical order pertains to the NGVD 29 superseded value.
 EQ0948
 EQ0948.The Laplace correction was computed from DEFLEC99 derived deflections.
 EQ0948
 EQ0948.The geoid height was determined by GEOID03.
 EQ0948
 EQ0948;                    North         East     Units Scale Factor Converg.
 EQ0948;SPC NM C     -   409,814.529   450,251.974   MT  0.99993049   -0 18 32.7
 EQ0948;SPC NM C     - 1,344,533.17  1,477,201.68   sFT  0.99993049   -0 18 32.7
 EQ0948;SPC NM W     -   410,179.760   925,316.019   MT  1.00002861   +0 35 31.9
 EQ0948;SPC NM W     - 1,345,731.43  3,035,807.64   sFT  1.00002861   +0 35 31.9
 EQ0948;UTM  13      - 3,840,622.304   335,770.693   MT  0.99993244   -1 01 14.9
 EQ0948
 EQ0948!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EQ0948!SPC NM C     -   0.99976798  x   0.99993049  =   0.99969849
 EQ0948!SPC NM W     -   0.99976798  x   1.00002861  =   0.99979658
 EQ0948!UTM  13      -   0.99976798  x   0.99993244  =   0.99970044
 EQ0948
 EQ0948:                Primary Azimuth Mark                     Grid Az
 EQ0948:SPC NM C     -  I25 R4                                   005 47 18.6
 EQ0948:SPC NM W     -  I25 R4                                   004 53 14.0
 EQ0948:UTM  13      -  I25 R4                                   006 30 00.8
 EQ0948
 EQ0948|---------------------------------------------------------------------|
 EQ0948| PID    Reference Object                     Distance      Geod. Az  |
 EQ0948|                                                           dddmmss.s |
 EQ0948| EQ0949 I25 R4                              APPROX. 1.5 KM 0052845.9 |
 EQ0948|---------------------------------------------------------------------|
 EQ0948
 EQ0948                          SUPERSEDED SURVEY CONTROL
 EQ0948
 EQ0948  NAD 83(1986)-  34 41 40.01793(N)    106 47 34.78830(W) AD(       ) 2
 EQ0948  NAD 27      -  34 41 39.80692(N)    106 47 32.68796(W) AD(       ) 2
 EQ0948  NGVD 29 (07/19/86) 1499.60   (m)         4919.9    (f) LEVELING    3  
 EQ0948
 EQ0948.Superseded values are not recommended for survey control.
 EQ0948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0948.See file dsdata.txt to determine how the superseded data were derived.
 EQ0948
 EQ0948_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU3577140622(NAD 83)
 EQ0948_MARKER: DD = SURVEY DISK
 EQ0948_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EQ0948_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EQ0948_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EQ0948+STABILITY: SURFACE MOTION
 EQ0948
 EQ0948  HISTORY     - Date     Condition        Report By
 EQ0948  HISTORY     - 1970     MONUMENTED       NMHD
 EQ0948  HISTORY     - 20050318 GOOD             GEOCAC
 EQ0948
 EQ0948                          STATION DESCRIPTION
 EQ0948
 EQ0948'DESCRIBED BY NM HIGHWAY DEPT 1970 (REC)
 EQ0948'THIS STATION IS LOCATED ABOUT 2.6 MILES NORTH-NORTHWEST OF
 EQ0948'THE CENTER OF THE CITY OF BELEN AND 2.7 MILES NORTH OF THE
 EQ0948'JUNCTION OF INTERSTATE HIGHWAY 25 AND CAMINO DEL LLANO ROAD.
 EQ0948'
 EQ0948'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 85
 EQ0948'AND STATE HIGHWAY 6 INBELEN GO SOUTH ON U.S. HIGHWAY 85
 EQ0948'FOR 2.2 MILES TO THE INTERCHANGE AT THE JUNCTION OF U.S.
 EQ0948'HIGHWAY 85 AND INTERSTATE HIGHWAY 25.  TAKE THE NORTHBOUND
 EQ0948'LOS LUNAS-ALBUQUERQUE RAMP AND GO 4.2 MILES TO THE STATION
 EQ0948'ON THE RIGHT NEAR THE EASTERLY RIGHT OF WAY.
 EQ0948'
 EQ0948'THE STATION MARK IS A STANDARD NEW MEXICO HIGHWAY COMMISSION
 EQ0948'DISK STAMPED I-025-R3 SET IN THE TOP OF A 6 IN CYLINDRICAL
 EQ0948'CONCRETE MONUMENT FLUSH WITH THE GROUND.  IT IS 6 FT WESTERLY
 EQ0948'OF THE EASTERLY RIGHT OF WAY FENCE AND 35 FT NORTH-NORTHWEST
 EQ0948'OF A T RAIL HIGHWAY RIGHT OF WAY MARKER AT STATION 563 + 00.
 EQ0948
 EQ0948                          STATION RECOVERY (2005)
 EQ0948
 EQ0948'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 EQ0948'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0949 ***********************************************************************
 EQ0949  DESIGNATION -  I25 R4
 EQ0949  PID         -  EQ0949
 EQ0949  STATE/COUNTY-  NM/VALENCIA
 EQ0949  USGS QUAD   -  BELEN (1991)
 EQ0949
 EQ0949                         *CURRENT SURVEY CONTROL
 EQ0949  ___________________________________________________________________
 EQ0949* NAD 83(1992)-  34 42 29.01443(N)    106 47 29.09624(W)     ADJUSTED  
 EQ0949* NAVD 88     -      1505.89   (+/-2cm)    4940.6    (feet)  VERTCON   
 EQ0949  ___________________________________________________________________
 EQ0949  LAPLACE CORR-           0.41  (seconds)                    DEFLEC99
 EQ0949  GEOID HEIGHT-         -21.93  (meters)                     GEOID03
 EQ0949
 EQ0949  HORZ ORDER  -  SECOND
 EQ0949  VERT ORDER  -  THIRD ? (See Below)
 EQ0949
 EQ0949.The horizontal coordinates were established by classical geodetic methods
 EQ0949.and adjusted by the National Geodetic Survey in December 1993..
 EQ0949
 EQ0949.The NAVD 88 height was computed by applying the VERTCON shift value to
 EQ0949.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EQ0949.The vertical order pertains to the NGVD 29 superseded value.
 EQ0949
 EQ0949.The Laplace correction was computed from DEFLEC99 derived deflections.
 EQ0949
 EQ0949.The geoid height was determined by GEOID03.
 EQ0949
 EQ0949;                    North         East     Units Scale Factor Converg.
 EQ0949;SPC NM C     -   411,323.620   450,404.957   MT  0.99993031   -0 18 29.8
 EQ0949;SPC NM C     - 1,349,484.24  1,477,703.60   sFT  0.99993031   -0 18 29.8
 EQ0949;SPC NM W     -   411,691.220   925,445.254   MT  1.00002891   +0 35 35.9
 EQ0949;SPC NM W     - 1,350,690.28  3,036,231.64   sFT  1.00002891   +0 35 35.9
 EQ0949;UTM  13      - 3,842,129.381   335,942.414   MT  0.99993174   -1 01 12.9
 EQ0949
 EQ0949!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EQ0949!SPC NM C     -   0.99976711  x   0.99993031  =   0.99969744
 EQ0949!SPC NM W     -   0.99976711  x   1.00002891  =   0.99979602
 EQ0949!UTM  13      -   0.99976711  x   0.99993174  =   0.99969887
 EQ0949
 EQ0949|---------------------------------------------------------------------|
 EQ0949| PID    Reference Object                     Distance      Geod. Az  |
 EQ0949|                                                           dddmmss.s |
 EQ0949| EQ0945 I25 R4B                             193.960 METERS 02939     |
 EQ0949| EQ0944 I25 R4A                              75.252 METERS 14611     |
 EQ0949| EQ0948 I25 R3                              APPROX. 1.5 KM 1852849.2 |
 EQ0949|---------------------------------------------------------------------|
 EQ0949
 EQ0949                          SUPERSEDED SURVEY CONTROL
 EQ0949
 EQ0949  NAD 83(1986)-  34 42 29.01952(N)    106 47 29.09626(W) AD(       ) 2
 EQ0949  NAD 27      -  34 42 28.81039(N)    106 47 26.99634(W) AD(       ) 2
 EQ0949  NGVD 29 (07/19/86) 1505.11   (m)         4938.0    (f) LEVELING    3  
 EQ0949
 EQ0949.Superseded values are not recommended for survey control.
 EQ0949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0949.See file dsdata.txt to determine how the superseded data were derived.
 EQ0949
 EQ0949_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU3594242129(NAD 83)
 EQ0949_MARKER: DD = SURVEY DISK
 EQ0949_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EQ0949_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EQ0949_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EQ0949+STABILITY: SURFACE MOTION
 EQ0949
 EQ0949  HISTORY     - Date     Condition        Report By
 EQ0949  HISTORY     - 1970     MONUMENTED       NMHD
 EQ0949  HISTORY     - 20050318 MARK NOT FOUND   GEOCAC
 EQ0949
 EQ0949                          STATION DESCRIPTION
 EQ0949
 EQ0949'DESCRIBED BY NM HIGHWAY DEPT 1970 (REC)
 EQ0949'THIS STATION IS LOCATED ABOUT 3 MILES NORTH OF THE CITY LIMITS
 EQ0949'OF BELEN AND IS NEAR THE JUNCTION OF INTERSTATE HIGHWAY 25
 EQ0949'AND THE AT AND SF RAILROAD.
 EQ0949'
 EQ0949'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 85
 EQ0949'AND STATE HIGHWAY 6 INBELEN GO NORTH ON U.S. HIGHWAY 85 FOR
 EQ0949'2.1 MILES TO AN INTERCHANGE, GO LEFT IN A NORTHWESTERLY DIRECTION
 EQ0949'ON A RAMP TO CONNECTING ROAD WHICH LEADS TO INTERSTATE HIGHWAY
 EQ0949'25, GO 1.7 MILES TO A BRIDGE, CROSS UNDER AND FOLLOW THE
 EQ0949'RAMP ON TO INTERSTATE HIGHWAY 25 IN A SOUTHERLY DIRECTION AND GO
 EQ0949'.3 MILE TO THE POINT ON THE RIGHT NEAR THE SOUTHERLY END OF A
 EQ0949'BRIDGE OVER THE AT AND SF RAILROAD.
 EQ0949'
 EQ0949'THE STATION MARK IS A STANDARD NEW MEXICO HIGHWAY COMMISSION
 EQ0949'DISK STAMPED I-025-R4 SET IN THE TOP OF A 6 IN CYLINDRICAL
 EQ0949'CONCRETE MONUMENT FLUSH WITH THE GROUND.  IT IS 7 FEET SOUTHWEST
 EQ0949'OF THE SOUTHWESTERLY WING-WALL OF THE BRIDGE, 2 FEET WESTERLY
 EQ0949'FROM A CONCRETE CURB RUNDOWN AND 3 FEET SOUTHEASTERLY FROM
 EQ0949'A BARBED WIRE FENCE.
 EQ0949
 EQ0949                          STATION RECOVERY (2005)
 EQ0949
 EQ0949'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 EQ0949'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0944 ***********************************************************************
 EQ0944  DESIGNATION -  I25 R4A
 EQ0944  PID         -  EQ0944
 EQ0944  STATE/COUNTY-  NM/VALENCIA
 EQ0944  USGS QUAD   -  BELEN (1991)
 EQ0944
 EQ0944                         *CURRENT SURVEY CONTROL
 EQ0944  ___________________________________________________________________
 EQ0944* NAD 83(1992)-  34 42 26.98564(N)    106 47 27.45031(W)     ADJUSTED  
 EQ0944* NAVD 88     -      1504.78   (+/-2cm)    4936.9    (feet)  VERTCON   
 EQ0944  ___________________________________________________________________
 EQ0944  LAPLACE CORR-           0.43  (seconds)                    DEFLEC99
 EQ0944  GEOID HEIGHT-         -21.93  (meters)                     GEOID03
 EQ0944
 EQ0944  HORZ ORDER  -  SECOND
 EQ0944  VERT ORDER  -  THIRD ? (See Below)
 EQ0944
 EQ0944.The horizontal coordinates were established by classical geodetic methods
 EQ0944.and adjusted by the National Geodetic Survey in December 1993..
 EQ0944
 EQ0944.The NAVD 88 height was computed by applying the VERTCON shift value to
 EQ0944.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EQ0944.The vertical order pertains to the NGVD 29 superseded value.
 EQ0944
 EQ0944.The Laplace correction was computed from DEFLEC99 derived deflections.
 EQ0944
 EQ0944.The geoid height was determined by GEOID03.
 EQ0944
 EQ0944;                    North         East     Units Scale Factor Converg.
 EQ0944;SPC NM C     -   411,260.882   450,446.503   MT  0.99993026   -0 18 28.9
 EQ0944;SPC NM C     - 1,349,278.41  1,477,839.90   sFT  0.99993026   -0 18 28.9
 EQ0944;SPC NM W     -   411,629.137   925,487.786   MT  1.00002901   +0 35 36.8
 EQ0944;SPC NM W     - 1,350,486.59  3,036,371.18   sFT  1.00002901   +0 35 36.8
 EQ0944;UTM  13      - 3,842,066.132   335,983.177   MT  0.99993158   -1 01 11.9
 EQ0944
 EQ0944!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EQ0944!SPC NM C     -   0.99976729  x   0.99993026  =   0.99969757
 EQ0944!SPC NM W     -   0.99976729  x   1.00002901  =   0.99979629
 EQ0944!UTM  13      -   0.99976729  x   0.99993158  =   0.99969888
 EQ0944
 EQ0944|---------------------------------------------------------------------|
 EQ0944| PID    Reference Object                     Distance      Geod. Az  |
 EQ0944|                                                           dddmmss.s |
 EQ0944| EQ0945 I25 R4B                             237.319 METERS 01310     |
 EQ0944| EQ0965 US 85 7SA                           APPROX. 2.6 KM 1240130.4 |
 EQ0944|---------------------------------------------------------------------|
 EQ0944
 EQ0944                          SUPERSEDED SURVEY CONTROL
 EQ0944
 EQ0944  NAD 83(1986)-  34 42 26.99073(N)    106 47 27.45032(W) AD(       ) 2
 EQ0944  NAD 27      -  34 42 26.78155(N)    106 47 25.35047(W) AD(       ) 2
 EQ0944  NGVD 29 (07/19/86) 1504.00   (m)         4934.4    (f) LEVELING    3  
 EQ0944
 EQ0944.Superseded values are not recommended for survey control.
 EQ0944.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0944.See file dsdata.txt to determine how the superseded data were derived.
 EQ0944
 EQ0944_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU3598342066(NAD 83)
 EQ0944_MARKER: DD = SURVEY DISK
 EQ0944_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EQ0944_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EQ0944_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EQ0944+STABILITY: SURFACE MOTION
 EQ0944
 EQ0944  HISTORY     - Date     Condition        Report By
 EQ0944  HISTORY     - 1970     MONUMENTED       NMHD
 EQ0944  HISTORY     - 20050318 MARK NOT FOUND   GEOCAC
 EQ0944
 EQ0944                          STATION DESCRIPTION
 EQ0944
 EQ0944'DESCRIBED BY NM HIGHWAY DEPT 1970 (RC)
 EQ0944'THIS STATION IS LOCATED ABOUT 3 MILES NORTH OF THE CITY
 EQ0944'LIMITS OF BELEN AND IS NEAR THE JUNCTION OF INTERSTATE HIGHWAY
 EQ0944'25 AND THE AT AND SF RAILROAD.
 EQ0944'
 EQ0944'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 85 AND
 EQ0944'STATE HIGHWAY 6 IN BELEN GO SOUTH ON U.S. HIGHWAY 85
 EQ0944'FOR 2.2 MILES TO THE INTERCHANGE AT THE JUNCTION OF U.S.
 EQ0944'HIGHWAY 85 AND INTERSTATE HIGHWAY 25.  TAKE THE NORTHBOUND
 EQ0944'LOS LUNAS-ALBUQUERQUE RAMP AND GO 5.2 MILES TO THE STATION
 EQ0944'ON THE RIGHT NEAR A BRIDGE AT THE JUNCTION OF INTERSTATE
 EQ0944'HIGHWAY 25 AND THE AT AND SF RAILROAD.
 EQ0944'
 EQ0944'THE STATION MARK IS A STANDARD NEW MEXICO HIGHWAY COMMISSION
 EQ0944'DISK STAMPED I-025-R4A SET IN THE TOP OF A 6 IN CYLINDRICAL
 EQ0944'CONCRETE MONUMENT FLUSH WITH THE GROUND.  IT IS 24 FEET SSE
 EQ0944'OF THE SOUTHEASTERLY WINGWALL OF THE BRIDGE, 20 FEET SOUTHERLY
 EQ0944'OF THE SOUTHEAST CORNER OF A CONCRETE CURB RUNDOWN AND 2.5 FEET
 EQ0944'SOUTHWESTERLY OF A BARBED WIRE FENCE.
 EQ0944
 EQ0944                          STATION RECOVERY (2005)
 EQ0944
 EQ0944'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 EQ0944'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0945 ***********************************************************************
 EQ0945  DESIGNATION -  I25 R4B
 EQ0945  PID         -  EQ0945
 EQ0945  STATE/COUNTY-  NM/VALENCIA
 EQ0945  USGS QUAD   -  BELEN (1991)
 EQ0945
 EQ0945                         *CURRENT SURVEY CONTROL
 EQ0945  ___________________________________________________________________
 EQ0945* NAD 83(1992)-  34 42 34.48437(N)    106 47 25.32525(W)     ADJUSTED  
 EQ0945* NAVD 88     -      1502.87   (+/-2cm)    4930.7    (feet)  VERTCON   
 EQ0945  ___________________________________________________________________
 EQ0945  LAPLACE CORR-           0.45  (seconds)                    DEFLEC99
 EQ0945  GEOID HEIGHT-         -21.93  (meters)                     GEOID03
 EQ0945
 EQ0945  HORZ ORDER  -  SECOND
 EQ0945  VERT ORDER  -  THIRD ? (See Below)
 EQ0945
 EQ0945.The horizontal coordinates were established by classical geodetic methods
 EQ0945.and adjusted by the National Geodetic Survey in December 1993..
 EQ0945
 EQ0945.The NAVD 88 height was computed by applying the VERTCON shift value to
 EQ0945.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EQ0945.The vertical order pertains to the NGVD 29 superseded value.
 EQ0945
 EQ0945.The Laplace correction was computed from DEFLEC99 derived deflections.
 EQ0945
 EQ0945.The geoid height was determined by GEOID03.
 EQ0945
 EQ0945;                    North         East     Units Scale Factor Converg.
 EQ0945;SPC NM C     -   411,491.648   450,501.817   MT  0.99993019   -0 18 27.7
 EQ0945;SPC NM C     - 1,350,035.52  1,478,021.38   sFT  0.99993019   -0 18 27.7
 EQ0945;SPC NM W     -   411,860.768   925,539.467   MT  1.00002913   +0 35 38.1
 EQ0945;SPC NM W     - 1,351,246.54  3,036,540.73   sFT  1.00002913   +0 35 38.1
 EQ0945;UTM  13      - 3,842,296.193   336,041.354   MT  0.99993134   -1 01 10.9
 EQ0945
 EQ0945!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EQ0945!SPC NM C     -   0.99976759  x   0.99993019  =   0.99969779
 EQ0945!SPC NM W     -   0.99976759  x   1.00002913  =   0.99979671
 EQ0945!UTM  13      -   0.99976759  x   0.99993134  =   0.99969894
 EQ0945
 EQ0945|---------------------------------------------------------------------|
 EQ0945| PID    Reference Object                     Distance      Geod. Az  |
 EQ0945|                                                           dddmmss.s |
 EQ0945| EQ0953 I25 R4C                             384.087 METERS 12053     |
 EQ0945| EQ0944 I25 R4A                             237.319 METERS 19310     |
 EQ0945| EQ0949 I25 R4                              193.960 METERS 20939     |
 EQ0945|---------------------------------------------------------------------|
 EQ0945
 EQ0945                          SUPERSEDED SURVEY CONTROL
 EQ0945
 EQ0945  NAD 83(1986)-  34 42 34.48947(N)    106 47 25.32527(W) AD(       ) 2
 EQ0945  NAD 27      -  34 42 34.28055(N)    106 47 23.22543(W) AD(       ) 2
 EQ0945  NGVD 29 (07/19/86) 1502.09   (m)         4928.1    (f) LEVELING    3  
 EQ0945
 EQ0945.Superseded values are not recommended for survey control.
 EQ0945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0945.See file dsdata.txt to determine how the superseded data were derived.
 EQ0945
 EQ0945_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU3604142296(NAD 83)
 EQ0945_MARKER: DD = SURVEY DISK
 EQ0945_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EQ0945_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EQ0945_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EQ0945+STABILITY: SURFACE MOTION
 EQ0945
 EQ0945  HISTORY     - Date     Condition        Report By
 EQ0945  HISTORY     - 1970     MONUMENTED       NMHD
 EQ0945
 EQ0945                          STATION DESCRIPTION
 EQ0945
 EQ0945'DESCRIBED BY NM HIGHWAY DEPT 1970 (RC)
 EQ0945'THIS STATION IS LOCATED ABOUT 3 MILES NORTH OF THE CITY LIMITS
 EQ0945'OF BELEN AND IS NEAR THE JUNCTION OF INTERSTATE HIGHWAY 25
 EQ0945'AND AT AND SF RAILROAD.
 EQ0945'
 EQ0945'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 85
 EQ0945'AND STATE HIGHWAY 6 IN BELEN GO SOUTH ON U.S. HIGHWAY 85
 EQ0945'FOR 2.2 MILES TO THE INTERCHANGE AT THE JUNCTION OF U.S.
 EQ0945'HIGHWAY 85 AND INTERSTATE HIGHWAY 25.  TAKE THE NORTHBOUND
 EQ0945'LOS LUNAS-ALBUQUERQUE RAMP AND GO 5.3 MILES TO THE STATION
 EQ0945'AT THE RIGHT OF AN OFF RAMP TO NORTH BELEN.
 EQ0945'
 EQ0945'THE STATION MARK IS A STANDARD NEW MEXICO HIGHWAY COMMISSION
 EQ0945'DISK STAMPED I-025-R4B SET IN THE TOP OF A 6 IN CYLINDRICAL
 EQ0945'CONCRETE MONUMENT FLUSH WITH THE GROUND.  IT IS 3 FEET SE OF
 EQ0945'THE CONCRETE LAYDOWN CURB ON THE RIGHT OF THE RAMP AND 65 FEET
 EQ0945'EASTERLY OF THE MOST EASTERLY POLE OF A THREE POLE EXIT SIGN
 EQ0945'TO THE LEFT OF THE RAMP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0953 ***********************************************************************
 EQ0953  DESIGNATION -  I25 R4C
 EQ0953  PID         -  EQ0953
 EQ0953  STATE/COUNTY-  NM/VALENCIA
 EQ0953  USGS QUAD   -  BELEN (1991)
 EQ0953
 EQ0953                         *CURRENT SURVEY CONTROL
 EQ0953  ___________________________________________________________________
 EQ0953* NAD 83(1992)-  34 42 28.08600(N)    106 47 12.37233(W)     ADJUSTED  
 EQ0953* NAVD 88     -      1485.13   (+/-2cm)    4872.5    (feet)  VERTCON   
 EQ0953  ___________________________________________________________________
 EQ0953  LAPLACE CORR-           0.61  (seconds)                    DEFLEC99
 EQ0953  GEOID HEIGHT-         -21.93  (meters)                     GEOID03
 EQ0953
 EQ0953  HORZ ORDER  -  SECOND
 EQ0953  VERT ORDER  -  THIRD ? (See Below)
 EQ0953
 EQ0953.The horizontal coordinates were established by classical geodetic methods
 EQ0953.and adjusted by the National Geodetic Survey in December 1993..
 EQ0953
 EQ0953.The NAVD 88 height was computed by applying the VERTCON shift value to
 EQ0953.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EQ0953.The vertical order pertains to the NGVD 29 superseded value.
 EQ0953
 EQ0953.The Laplace correction was computed from DEFLEC99 derived deflections.
 EQ0953
 EQ0953.The geoid height was determined by GEOID03.
 EQ0953
 EQ0953;                    North         East     Units Scale Factor Converg.
 EQ0953;SPC NM C     -   411,292.733   450,830.352   MT  0.99992979   -0 18 20.3
 EQ0953;SPC NM C     - 1,349,382.91  1,479,099.25   sFT  0.99992979   -0 18 20.3
 EQ0953;SPC NM W     -   411,667.027   925,871.124   MT  1.00002992   +0 35 45.4
 EQ0953;SPC NM W     - 1,350,610.90  3,037,628.85   sFT  1.00002992   +0 35 45.4
 EQ0953;UTM  13      - 3,842,093.210   336,367.392   MT  0.99993003   -1 01 03.4
 EQ0953
 EQ0953!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EQ0953!SPC NM C     -   0.99977037  x   0.99992979  =   0.99970018
 EQ0953!SPC NM W     -   0.99977037  x   1.00002992  =   0.99980028
 EQ0953!UTM  13      -   0.99977037  x   0.99993003  =   0.99970042
 EQ0953
 EQ0953|---------------------------------------------------------------------|
 EQ0953| PID    Reference Object                     Distance      Geod. Az  |
 EQ0953|                                                           dddmmss.s |
 EQ0953| EQ0945 I25 R4B                             384.087 METERS 30053     |
 EQ0953|---------------------------------------------------------------------|
 EQ0953
 EQ0953                          SUPERSEDED SURVEY CONTROL
 EQ0953
 EQ0953  NAD 83(1986)-  34 42 28.09110(N)    106 47 12.37234(W) AD(       ) 2
 EQ0953  NAD 27      -  34 42 27.88199(N)    106 47 10.27285(W) AD(       ) 2
 EQ0953  NGVD 29 (07/19/86) 1484.36   (m)         4869.9    (f) LEVELING    3  
 EQ0953
 EQ0953.Superseded values are not recommended for survey control.
 EQ0953.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0953.See file dsdata.txt to determine how the superseded data were derived.
 EQ0953
 EQ0953_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU3636742093(NAD 83)
 EQ0953_MARKER: DD = SURVEY DISK
 EQ0953_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EQ0953_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EQ0953_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EQ0953+STABILITY: SURFACE MOTION
 EQ0953
 EQ0953  HISTORY     - Date     Condition        Report By
 EQ0953  HISTORY     - 1970     MONUMENTED       NMHD
 EQ0953
 EQ0953                          STATION DESCRIPTION
 EQ0953
 EQ0953'DESCRIBED BY NM HIGHWAY DEPT 1970 (RC)
 EQ0953'THIS STATION IS LOCATED ABOUT 3 MILES NORTH OF THE CITY
 EQ0953'LIMITS OF BELEN AND IS NEAR THE JUNCTION OF INTERSTATE HIGHWAY
 EQ0953'25 AND A ROAD CONNECTING INTERSTATE HIGHWAY 25 WITH U.S.
 EQ0953'HIGHWAY 85.
 EQ0953'
 EQ0953'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 85
 EQ0953'AND STATE HIGHWAY 6 IN BELEN GO NORTH ON U.S. HIGHWAY 85 FOR
 EQ0953'2.1 MILES TO AN INTERCHANGE GO LEFT IN A NORTHWESTERLY DIRECTION
 EQ0953'UNDER A BRIDGE TO A CONNECTION ROAD WHICH LEADS TO INTERSTATE
 EQ0953'HIGHWAY 25, GO 1.7 MILES TO THE STATION ON THE RIGHT NEAR THE
 EQ0953'NORTHERLY RIGHT OF WAY.
 EQ0953'
 EQ0953'THE STATION MARK IS A STANDARD NEW MEXICO HIGHWAY COMMISSION
 EQ0953'DISK STAMPED I-025-R4C SET IN THE TOP OF A 6 IN CYLINDRICAL
 EQ0953'CONCRETE MONUMENT FLUSH WITH THE GROUND.  IT IS 6 FEET SOUTHERLY
 EQ0953'FROM THE NORTHERLY RIGHT OF WAY FENCE AND 75 FEET WNW FROM
 EQ0953'THE MOST NORTHERLY BEAM OF A TWO BEAM SIGN SOCORRO LEFT LANE
 EQ0953'AND 64 FEET ESE AND 80 FEET WSW FROM TWO 14 FOOT GATES IN THE
 EQ0953'NORTHERLY RIGHT OF WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0943 ***********************************************************************
 EQ0943  DESIGNATION -  I25 R4D
 EQ0943  PID         -  EQ0943
 EQ0943  STATE/COUNTY-  NM/VALENCIA
 EQ0943  USGS QUAD   -  BELEN (1991)
 EQ0943
 EQ0943                         *CURRENT SURVEY CONTROL
 EQ0943  ___________________________________________________________________
 EQ0943* NAD 83(1992)-  34 43 54.75500(N)    106 47 16.81518(W)     ADJUSTED  
 EQ0943* NAVD 88     -      1493.81   (+/-2cm)    4900.9    (feet)  VERTCON   
 EQ0943  ___________________________________________________________________
 EQ0943  LAPLACE CORR-           0.50  (seconds)                    DEFLEC99
 EQ0943  GEOID HEIGHT-         -21.92  (meters)                     GEOID03
 EQ0943
 EQ0943  HORZ ORDER  -  SECOND
 EQ0943  VERT ORDER  -  THIRD ? (See Below)
 EQ0943
 EQ0943.The horizontal coordinates were established by classical geodetic methods
 EQ0943.and adjusted by the National Geodetic Survey in December 1993..
 EQ0943
 EQ0943.The NAVD 88 height was computed by applying the VERTCON shift value to
 EQ0943.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EQ0943.The vertical order pertains to the NGVD 29 superseded value.
 EQ0943
 EQ0943.The Laplace correction was computed from DEFLEC99 derived deflections.
 EQ0943
 EQ0943.The geoid height was determined by GEOID03.
 EQ0943
 EQ0943;                    North         East     Units Scale Factor Converg.
 EQ0943;SPC NM C     -   413,963.851   450,731.584   MT  0.99992991   -0 18 23.5
 EQ0943;SPC NM C     - 1,358,146.40  1,478,775.21   sFT  0.99992991   -0 18 23.5
 EQ0943;SPC NM W     -   414,336.527   925,730.312   MT  1.00002958   +0 35 44.2
 EQ0943;SPC NM W     - 1,359,369.09  3,037,166.87   sFT  1.00002958   +0 35 44.2
 EQ0943;UTM  13      - 3,844,765.351   336,301.832   MT  0.99993029   -1 01 08.1
 EQ0943
 EQ0943!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EQ0943!SPC NM C     -   0.99976901  x   0.99992991  =   0.99969893
 EQ0943!SPC NM W     -   0.99976901  x   1.00002958  =   0.99979858
 EQ0943!UTM  13      -   0.99976901  x   0.99993029  =   0.99969931
 EQ0943
 EQ0943:                Primary Azimuth Mark                     Grid Az
 EQ0943:SPC NM C     -  I25 R5                                   000 49 53.7
 EQ0943:SPC NM W     -  I25 R5                                   359 55 46.0
 EQ0943:UTM  13      -  I25 R5                                   001 32 38.3
 EQ0943
 EQ0943|---------------------------------------------------------------------|
 EQ0943| PID    Reference Object                     Distance      Geod. Az  |
 EQ0943|                                                           dddmmss.s |
 EQ0943| EQ0952 I25 R5                              APPROX. 1.8 KM 0003130.2 |
 EQ0943|---------------------------------------------------------------------|
 EQ0943
 EQ0943                          SUPERSEDED SURVEY CONTROL
 EQ0943
 EQ0943  NAD 83(1986)-  34 43 54.76009(N)    106 47 16.81526(W) AD(       ) 2
 EQ0943  NAD 27      -  34 43 54.55313(N)    106 47 14.71546(W) AD(       ) 2
 EQ0943  NGVD 29 (07/19/86) 1493.03   (m)         4898.4    (f) LEVELING    3  
 EQ0943
 EQ0943.Superseded values are not recommended for survey control.
 EQ0943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0943.See file dsdata.txt to determine how the superseded data were derived.
 EQ0943
 EQ0943_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU3630244765(NAD 83)
 EQ0943_MARKER: DD = SURVEY DISK
 EQ0943_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EQ0943_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EQ0943_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EQ0943+STABILITY: SURFACE MOTION
 EQ0943
 EQ0943  HISTORY     - Date     Condition        Report By
 EQ0943  HISTORY     - 1970     MONUMENTED       NMHD
 EQ0943  HISTORY     - 20050314 MARK NOT FOUND   GEOCAC
 EQ0943
 EQ0943                          STATION DESCRIPTION
 EQ0943
 EQ0943'DESCRIBED BY NM HIGHWAY DEPT 1970 (RC)
 EQ0943'THE STATION IS LOCATED ABOUT 6 MILES SSW OF LOS LUNAS AND ABOUT
 EQ0943'5 MILES NNW OF BELEN.
 EQ0943'
 EQ0943'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 6
 EQ0943'AND U.S. HIGHWAY 85 IN LOS LUNAS GO IN A WESTERLY DIRECTION
 EQ0943'ON STATE HIGHWAY 6, 1.6 MILES CROSSING A CONCRETE BRIDGE OVER
 EQ0943'INTERSTATE HIGHWAY 25, AND TURN SOUTH TO THE ON RAMP AND
 EQ0943'CONTINUE SOUTHERLY ON THE SOUTHBOUND LANE 6.0 MILES TO THE
 EQ0943'STATION ON THE RIGHT NEAR THE WESTERLY RIGHT OF WAY.
 EQ0943'
 EQ0943'THE STATION MARK IS A STANDARD NEW MEXICO HIGHWAY COMMISSION
 EQ0943'DISK STAMPED I-025-R4D SET IN THE TOP OF A 6 INCH CYLINDRICAL
 EQ0943'CONCRETE MONUMENT FLUSH WITH THE GROUND.  IT IS 6 FEET EAST
 EQ0943'OF A BARBED WIRE FENCE AND 40 FEET NNE FROM A T RAIL HIGHWAY
 EQ0943'RIGHT OF WAY MARKER AT STATION 700 + 00.
 EQ0943
 EQ0943                          STATION RECOVERY (2005)
 EQ0943
 EQ0943'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 EQ0943'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0952 ***********************************************************************
 EQ0952  DESIGNATION -  I25 R5
 EQ0952  PID         -  EQ0952
 EQ0952  STATE/COUNTY-  NM/VALENCIA
 EQ0952  USGS QUAD   -  BELEN (1991)
 EQ0952
 EQ0952                         *CURRENT SURVEY CONTROL
 EQ0952  ___________________________________________________________________
 EQ0952* NAD 83(1992)-  34 44 54.58198(N)    106 47 16.15093(W)     ADJUSTED  
 EQ0952* NAVD 88     -      1501.48   (+/-2cm)    4926.1    (feet)  VERTCON   
 EQ0952  ___________________________________________________________________
 EQ0952  LAPLACE CORR-           0.46  (seconds)                    DEFLEC99
 EQ0952  GEOID HEIGHT-         -21.91  (meters)                     GEOID03
 EQ0952
 EQ0952  HORZ ORDER  -  SECOND
 EQ0952  VERT ORDER  -  THIRD ? (See Below)
 EQ0952
 EQ0952.The horizontal coordinates were established by classical geodetic methods
 EQ0952.and adjusted by the National Geodetic Survey in December 1993..
 EQ0952
 EQ0952.The NAVD 88 height was computed by applying the VERTCON shift value to
 EQ0952.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EQ0952.The vertical order pertains to the NGVD 29 superseded value.
 EQ0952
 EQ0952.The Laplace correction was computed from DEFLEC99 derived deflections.
 EQ0952
 EQ0952.The geoid height was determined by GEOID03.
 EQ0952
 EQ0952;                    North         East     Units Scale Factor Converg.
 EQ0952;SPC NM C     -   415,807.204   450,758.342   MT  0.99992988   -0 18 23.6
 EQ0952;SPC NM C     - 1,364,194.14  1,478,862.99   sFT  0.99992988   -0 18 23.6
 EQ0952;SPC NM W     -   416,180.256   925,728.038   MT  1.00002958   +0 35 45.5
 EQ0952;SPC NM W     - 1,365,418.06  3,037,159.40   sFT  1.00002958   +0 35 45.5
 EQ0952;UTM  13      - 3,846,608.229   336,351.512   MT  0.99993009   -1 01 09.3
 EQ0952
 EQ0952!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EQ0952!SPC NM C     -   0.99976780  x   0.99992988  =   0.99969770
 EQ0952!SPC NM W     -   0.99976780  x   1.00002958  =   0.99979738
 EQ0952!UTM  13      -   0.99976780  x   0.99993009  =   0.99969791
 EQ0952
 EQ0952:                Primary Azimuth Mark                     Grid Az
 EQ0952:SPC NM C     -  I25 R4D                                  180 49 54.2
 EQ0952:SPC NM W     -  I25 R4D                                  179 55 45.1
 EQ0952:UTM  13      -  I25 R4D                                  181 32 39.9
 EQ0952
 EQ0952|---------------------------------------------------------------------|
 EQ0952| PID    Reference Object                     Distance      Geod. Az  |
 EQ0952|                                                           dddmmss.s |
 EQ0952| EQ0943 I25 R4D                             APPROX. 1.8 KM 1803130.6 |
 EQ0952|---------------------------------------------------------------------|
 EQ0952
 EQ0952                          SUPERSEDED SURVEY CONTROL
 EQ0952
 EQ0952  NAD 83(1986)-  34 44 54.58706(N)    106 47 16.15106(W) AD(       ) 2
 EQ0952  NAD 27      -  34 44 54.38186(N)    106 47 14.05078(W) AD(       ) 2
 EQ0952  NGVD 29 (07/19/86) 1500.69   (m)         4923.5    (f) LEVELING    3  
 EQ0952
 EQ0952.Superseded values are not recommended for survey control.
 EQ0952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0952.See file dsdata.txt to determine how the superseded data were derived.
 EQ0952
 EQ0952_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU3635246608(NAD 83)
 EQ0952_MARKER: DD = SURVEY DISK
 EQ0952_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EQ0952_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EQ0952_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EQ0952+STABILITY: SURFACE MOTION
 EQ0952
 EQ0952  HISTORY     - Date     Condition        Report By
 EQ0952  HISTORY     - 1970     MONUMENTED       NMHD
 EQ0952  HISTORY     - 20050318 GOOD             GEOCAC
 EQ0952
 EQ0952                          STATION DESCRIPTION
 EQ0952
 EQ0952'DESCRIBED BY NM HIGHWAY DEPT 1970 (RC)
 EQ0952'THIS STATION IS LOCATED ABOUT 5 MILES SSW OF LOS LUNAS AND
 EQ0952'ABOUT 6 MILES NNW OF BELEN.
 EQ0952'
 EQ0952'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 6
 EQ0952'1.6 MILES CROSSING A CONCRETE BRIDGE OVER INTERSTATE HIGHWAY 25,
 EQ0952'AND TURN SOUTH TO THE ON RAMP AND CONTINUE SOUTHERLY ON THE
 EQ0952'SOUTHBOUND LANE 4.8 MILES TO THE STATION ON THE RIGHT NEAR
 EQ0952'THE WESTERLY RIGHT OF WAY FENCE.
 EQ0952'
 EQ0952'THE STATION MARK IS A STANDARD NEW MEXICO HIGHWAY COMMISSION
 EQ0952'DISK STAMPED I-025-R5 SET IN THE TOP OF A 6 INCH CYLINDRICAL
 EQ0952'CONCRETE MONUMENT FLUSH WITH THE GROUND.  IT IS 8.3 FEET EAST
 EQ0952'OF A BARBED WIRE FENCE AND 162 FEET NNE FROM T RAIL HIGHWAY
 EQ0952'RIGHT OF WAY MARKER AT STATION 759 + 21.4.
 EQ0952
 EQ0952                          STATION RECOVERY (2005)
 EQ0952
 EQ0952'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 EQ0952'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0996 ***********************************************************************
 EQ0996  DESIGNATION -  I25 R5A
 EQ0996  PID         -  EQ0996
 EQ0996  STATE/COUNTY-  NM/VALENCIA
 EQ0996  USGS QUAD   -  DALIES (1991)
 EQ0996
 EQ0996                         *CURRENT SURVEY CONTROL
 EQ0996  ___________________________________________________________________
 EQ0996* NAD 83(1992)-  34 46 05.40235(N)    106 46 53.05366(W)     ADJUSTED  
 EQ0996* NAVD 88     -      1502.56   (+/-2cm)    4929.6    (feet)  VERTCON   
 EQ0996  ___________________________________________________________________
 EQ0996  LAPLACE CORR-           0.59  (seconds)                    DEFLEC99
 EQ0996  GEOID HEIGHT-         -21.89  (meters)                     GEOID03
 EQ0996
 EQ0996  HORZ ORDER  -  SECOND
 EQ0996  VERT ORDER  -  THIRD ? (See Below)
 EQ0996
 EQ0996.The horizontal coordinates were established by classical geodetic methods
 EQ0996.and adjusted by the National Geodetic Survey in December 1993..
 EQ0996
 EQ0996.The NAVD 88 height was computed by applying the VERTCON shift value to
 EQ0996.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EQ0996.The vertical order pertains to the NGVD 29 superseded value.
 EQ0996
 EQ0996.The Laplace correction was computed from DEFLEC99 derived deflections.
 EQ0996
 EQ0996.The geoid height was determined by GEOID03.
 EQ0996
 EQ0996;                    North         East     Units Scale Factor Converg.
 EQ0996;SPC NM C     -   417,986.267   451,357.315   MT  0.99992915   -0 18 11.0
 EQ0996;SPC NM C     - 1,371,343.28  1,480,828.12   sFT  0.99992915   -0 18 11.0
 EQ0996;SPC NM W     -   418,368.706   926,292.661   MT  1.00003091   +0 35 59.7
 EQ0996;SPC NM W     - 1,372,598.00  3,039,011.84   sFT  1.00003091   +0 35 59.7
 EQ0996;UTM  13      - 3,848,779.669   336,977.549   MT  0.99992757   -1 00 57.9
 EQ0996
 EQ0996!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EQ0996!SPC NM C     -   0.99976763  x   0.99992915  =   0.99969680
 EQ0996!SPC NM W     -   0.99976763  x   1.00003091  =   0.99979853
 EQ0996!UTM  13      -   0.99976763  x   0.99992757  =   0.99969522
 EQ0996
 EQ0996:                Primary Azimuth Mark                     Grid Az
 EQ0996:SPC NM C     -  I25 R6                                   023 21 35.8
 EQ0996:SPC NM W     -  I25 R6                                   022 27 25.1
 EQ0996:UTM  13      -  I25 R6                                   024 04 22.7
 EQ0996
 EQ0996|---------------------------------------------------------------------|
 EQ0996| PID    Reference Object                     Distance      Geod. Az  |
 EQ0996|                                                           dddmmss.s |
 EQ0996| EQ0992 I25 R6                              APPROX. 1.3 KM 0230324.8 |
 EQ0996|---------------------------------------------------------------------|
 EQ0996
 EQ0996                          SUPERSEDED SURVEY CONTROL
 EQ0996
 EQ0996  NAD 83(1986)-  34 46 05.40742(N)    106 46 53.05385(W) AD(       ) 2
 EQ0996  NAD 27      -  34 46 05.20379(N)    106 46 50.95367(W) AD(       ) 2
 EQ0996  NGVD 29 (07/19/86) 1501.76   (m)         4927.0    (f) LEVELING    3  
 EQ0996
 EQ0996.Superseded values are not recommended for survey control.
 EQ0996.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0996.See file dsdata.txt to determine how the superseded data were derived.
 EQ0996
 EQ0996_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU3697848780(NAD 83)
 EQ0996_MARKER: DD = SURVEY DISK
 EQ0996_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EQ0996_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EQ0996_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EQ0996+STABILITY: SURFACE MOTION
 EQ0996_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EQ0996+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2005
 EQ0996
 EQ0996  HISTORY     - Date     Condition        Report By
 EQ0996  HISTORY     - 1970     MONUMENTED       NMHD
 EQ0996  HISTORY     - 20050318 GOOD             GEOCAC
 EQ0996
 EQ0996                          STATION DESCRIPTION
 EQ0996
 EQ0996'DESCRIBED BY NM HIGHWAY DEPT 1970 (RC)
 EQ0996'THE STATION IS LOCATED ABOUT 6-3/4 MILES SOUTH OF THE BERNALILLO
 EQ0996'VALENCIA COUNTY LINE, 1-1/2 MILES WEST AND 2-1/2 MILES SOUTH
 EQ0996'OF LOS LUNAS AND NEAR THE WESTERLY RIGHT OF WAY OF INTERSTATE
 EQ0996'HIGHWAY 25.
 EQ0996'
 EQ0996'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 85 AND
 EQ0996'STATE HIGHWAY 6 IN THE WEST EDGE OF LOS LUNAS GO IN A WESTERLY
 EQ0996'DIRECTION ON STATE HIGHWAY 6, 1.5 MILES CROSSING A CONCRETE
 EQ0996'BRIDGE OVER INTERSTATE HIGHWAY 25 AND TURN SOUTH TO THE ON
 EQ0996'RAMP AND CONTINUE SOUTH ON THE SOUTHBOUND LANE 3.1 MILES TO
 EQ0996'THE STATION ON THE RIGHT.
 EQ0996'
 EQ0996'THE STATION MARK IS A STANDARD NEW MEXICO HIGHWAY COMMISSION
 EQ0996'DISK STAMPED I-025-R5A SET IN THE TOP OF A 6 INCH CYLINDRICAL
 EQ0996'CONCRETE MONUMENT FLUSH WITH THE GROUND.  IT IS 16 FEET EAST
 EQ0996'OF A BARBED WIRE FENCE AND 455 FEET SSE FROM A T RAIL HIGHWAY
 EQ0996'RIGHT OF WAY MARKER AT STATION 840 + 00 AND IS LOCATED ON TOP
 EQ0996'OF AN EARTH DIKE.
 EQ0996
 EQ0996                          STATION RECOVERY (2005)
 EQ0996
 EQ0996'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 EQ0996'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0992 ***********************************************************************
 EQ0992  DESIGNATION -  I25 R6
 EQ0992  PID         -  EQ0992
 EQ0992  STATE/COUNTY-  NM/VALENCIA
 EQ0992  USGS QUAD   -  DALIES (1991)
 EQ0992
 EQ0992                         *CURRENT SURVEY CONTROL
 EQ0992  ___________________________________________________________________
 EQ0992* NAD 83(1992)-  34 46 45.01880(N)    106 46 32.61613(W)     ADJUSTED  
 EQ0992* NAVD 88     -      1505.10   (+/-2cm)    4938.0    (feet)  VERTCON   
 EQ0992  ___________________________________________________________________
 EQ0992  LAPLACE CORR-           0.65  (seconds)                    DEFLEC99
 EQ0992  GEOID HEIGHT-         -21.87  (meters)                     GEOID03
 EQ0992
 EQ0992  HORZ ORDER  -  SECOND
 EQ0992  VERT ORDER  -  THIRD ? (See Below)
 EQ0992
 EQ0992.The horizontal coordinates were established by classical geodetic methods
 EQ0992.and adjusted by the National Geodetic Survey in December 1993..
 EQ0992
 EQ0992.The NAVD 88 height was computed by applying the VERTCON shift value to
 EQ0992.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EQ0992.The vertical order pertains to the NGVD 29 superseded value.
 EQ0992
 EQ0992.The Laplace correction was computed from DEFLEC99 derived deflections.
 EQ0992
 EQ0992.The geoid height was determined by GEOID03.
 EQ0992
 EQ0992;                    North         East     Units Scale Factor Converg.
 EQ0992;SPC NM C     -   419,204.236   451,883.368   MT  0.99992853   -0 17 59.6
 EQ0992;SPC NM C     - 1,375,339.23  1,482,554.02   sFT  0.99992853   -0 17 59.6
 EQ0992;SPC NM W     -   419,594.942   926,799.504   MT  1.00003212   +0 36 12.0
 EQ0992;SPC NM W     - 1,376,621.07  3,040,674.71   sFT  1.00003212   +0 36 12.0
 EQ0992;UTM  13      - 3,849,990.994   337,518.719   MT  0.99992539   -1 00 47.2
 EQ0992
 EQ0992!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EQ0992!SPC NM C     -   0.99976723  x   0.99992853  =   0.99969578
 EQ0992!SPC NM W     -   0.99976723  x   1.00003212  =   0.99979934
 EQ0992!UTM  13      -   0.99976723  x   0.99992539  =   0.99969264
 EQ0992
 EQ0992:                Primary Azimuth Mark                     Grid Az
 EQ0992:SPC NM C     -  I25 R5A                                  203 21 36.1
 EQ0992:SPC NM W     -  I25 R5A                                  202 27 24.5
 EQ0992:UTM  13      -  I25 R5A                                  204 04 23.7
 EQ0992
 EQ0992|---------------------------------------------------------------------|
 EQ0992| PID    Reference Object                     Distance      Geod. Az  |
 EQ0992|                                                           dddmmss.s |
 EQ0992| EQ0996 I25 R5A                             APPROX. 1.3 KM 2030336.5 |
 EQ0992|---------------------------------------------------------------------|
 EQ0992
 EQ0992                          SUPERSEDED SURVEY CONTROL
 EQ0992
 EQ0992  NAD 83(1986)-  34 46 45.02388(N)    106 46 32.61635(W) AD(       ) 2
 EQ0992  NAD 27      -  34 46 44.82118(N)    106 46 30.51617(W) AD(       ) 2
 EQ0992  NGVD 29 (07/19/86) 1504.30   (m)         4935.4    (f) LEVELING    3  
 EQ0992
 EQ0992.Superseded values are not recommended for survey control.
 EQ0992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0992.See file dsdata.txt to determine how the superseded data were derived.
 EQ0992
 EQ0992_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU3751949991(NAD 83)
 EQ0992_MARKER: DD = SURVEY DISK
 EQ0992_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EQ0992_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EQ0992_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EQ0992+STABILITY: SURFACE MOTION
 EQ0992
 EQ0992  HISTORY     - Date     Condition        Report By
 EQ0992  HISTORY     - 1970     MONUMENTED       NMHD
 EQ0992  HISTORY     - 20050318 MARK NOT FOUND   GEOCAC
 EQ0992
 EQ0992                          STATION DESCRIPTION
 EQ0992
 EQ0992'DESCRIBED BY NM HIGHWAY DEPT 1970 (RC)
 EQ0992'THE STATION IS LOCATED ABOUT 6-1/4 MILES SOUTH OF THE
 EQ0992'BERNALILLO-VALENCIA COUNTY LINE, 1-1/2 MILE WEST AND 2 MILES
 EQ0992'SOUTH OF LOS LUNAS AND NEAR THE EASTERLY RIGHT OF WAY OF INTERSTATE
 EQ0992'HIGHWAY 25.
 EQ0992'
 EQ0992'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 85
 EQ0992'AND STATE HIGHWAY 6 IN THE WEST EDGE OF LOS LUNAS, GO IN A
 EQ0992'WESTERLY DIRECTION ON STATE HIGHWAY 6, 1.5 MILES CROSSING A
 EQ0992'CONCRETE BRIDGE OVER INTERSTATE HIGHWAY 25, AND TURN SOUTH
 EQ0992'TO THE ON RAMP AND CONTINUE SOUTH ON THE SOUTHBOUND LANE 2.5
 EQ0992'MILES TO THE STATION ON THE LEFT.
 EQ0992'
 EQ0992'THE STATION MARK IS A STANDARD NEW MEXICO HIGHWAY COMMISSION
 EQ0992'DISK STAMPED I-025-R6 SET IN THE TOP OF A 6 INCH CYLINDRICAL
 EQ0992'CONCRETE MONUMENT FLUSH WITH THE GROUND.  IT IS 132 FEET SSW
 EQ0992'OF A RIGHT OF WAY MARKER AT STATION 880 + 00 ON THE EASTERLY
 EQ0992'RIGHT OF WAY OF INTERSTATE HIGHWAY 25, AND 6.8 FEET WEST OF
 EQ0992'THE EAST RIGHT OF WAY FENCE.
 EQ0992
 EQ0992                          STATION RECOVERY (2005)
 EQ0992
 EQ0992'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 EQ0992'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0993 ***********************************************************************
 EQ0993  DESIGNATION -  I25 R7
 EQ0993  PID         -  EQ0993
 EQ0993  STATE/COUNTY-  NM/VALENCIA
 EQ0993  USGS QUAD   -  DALIES (1991)
 EQ0993
 EQ0993                         *CURRENT SURVEY CONTROL
 EQ0993  ___________________________________________________________________
 EQ0993* NAD 83(1992)-  34 48 00.92154(N)    106 46 03.84470(W)     ADJUSTED  
 EQ0993* NAVD 88     -      1513.99   (+/-2cm)    4967.1    (feet)  VERTCON   
 EQ0993  ___________________________________________________________________
 EQ0993  LAPLACE CORR-           0.67  (seconds)                    DEFLEC99
 EQ0993  GEOID HEIGHT-         -21.84  (meters)                     GEOID03
 EQ0993
 EQ0993  HORZ ORDER  -  SECOND
 EQ0993  VERT ORDER  -  THIRD ? (See Below)
 EQ0993
 EQ0993.The horizontal coordinates were established by classical geodetic methods
 EQ0993.and adjusted by the National Geodetic Survey in December 1993..
 EQ0993
 EQ0993.The NAVD 88 height was computed by applying the VERTCON shift value to
 EQ0993.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EQ0993.The vertical order pertains to the NGVD 29 superseded value.
 EQ0993
 EQ0993.The Laplace correction was computed from DEFLEC99 derived deflections.
 EQ0993
 EQ0993.The geoid height was determined by GEOID03.
 EQ0993
 EQ0993;                    North         East     Units Scale Factor Converg.
 EQ0993;SPC NM C     -   421,539.237   452,626.899   MT  0.99992765   -0 17 43.7
 EQ0993;SPC NM C     - 1,382,999.98  1,484,993.42   sFT  0.99992765   -0 17 43.7
 EQ0993;SPC NM W     -   421,941.622   927,506.200   MT  1.00003381   +0 36 29.5
 EQ0993;SPC NM W     - 1,384,320.14  3,042,993.26   sFT  1.00003381   +0 36 29.5
 EQ0993;UTM  13      - 3,852,316.546   338,291.263   MT  0.99992230   -1 00 32.7
 EQ0993
 EQ0993!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EQ0993!SPC NM C     -   0.99976583  x   0.99992765  =   0.99969350
 EQ0993!SPC NM W     -   0.99976583  x   1.00003381  =   0.99979963
 EQ0993!UTM  13      -   0.99976583  x   0.99992230  =   0.99968815
 EQ0993
 EQ0993:                Primary Azimuth Mark                     Grid Az
 EQ0993:SPC NM C     -  I25 R6                                   197 39 46.9
 EQ0993:SPC NM W     -  I25 R6                                   196 45 33.7
 EQ0993:UTM  13      -  I25 R6                                   198 22 35.9
 EQ0993
 EQ0993|---------------------------------------------------------------------|
 EQ0993| PID    Reference Object                     Distance      Geod. Az  |
 EQ0993|                                                           dddmmss.s |
 EQ0993| EQ0992 I25 R6                              APPROX. 2.5 KM 1972203.2 |
 EQ0993|---------------------------------------------------------------------|
 EQ0993
 EQ0993                          SUPERSEDED SURVEY CONTROL
 EQ0993
 EQ0993  NAD 83(1986)-  34 48 00.92664(N)    106 46 03.84498(W) AD(       ) 2
 EQ0993  NAD 27      -  34 48 00.72576(N)    106 46 01.74474(W) AD(       ) 2
 EQ0993  NGVD 29 (07/19/86) 1513.20   (m)         4964.6    (f) LEVELING    3  
 EQ0993
 EQ0993.Superseded values are not recommended for survey control.
 EQ0993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0993.See file dsdata.txt to determine how the superseded data were derived.
 EQ0993
 EQ0993_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU3829152317(NAD 83)
 EQ0993_MARKER: DD = SURVEY DISK
 EQ0993_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EQ0993_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EQ0993_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EQ0993+STABILITY: SURFACE MOTION
 EQ0993_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EQ0993+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2005
 EQ0993
 EQ0993  HISTORY     - Date     Condition        Report By
 EQ0993  HISTORY     - 1970     MONUMENTED       NMHD
 EQ0993  HISTORY     - 20050318 GOOD             GEOCAC
 EQ0993
 EQ0993                          STATION DESCRIPTION
 EQ0993
 EQ0993'DESCRIBED BY NM HIGHWAY DEPT 1970 (RC)
 EQ0993'THE STATION IS LOCATED ABOUT 4-3/4 MILES SOUTH OF THE
 EQ0993'BERNALILLO-VALENCIA COUNTY LINE, 1-1/2 MILE WEST AND 1 MILE
 EQ0993'SOUTH OF LOS LUNAS AND NEAR THE WESTERLY RIGHT OF WAY OF
 EQ0993'INTERSTATE 25.
 EQ0993'
 EQ0993'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 85 AND
 EQ0993'STATE HIGHWAY 6 IN THE WEST EDGE OF LOS LUNAS, GO IN A WESTERLY
 EQ0993'DIRECTION ON STATE HIGHWAY 6, 1.5 MILES TO THE STATION OVERPASS
 EQ0993'ON THE RIGHT JUST BEFORE CROSSING OVER A CONCRETE BRIDGE OVER
 EQ0993'INTERSTATE HIGHWAY 25, CONTINUE OVER THE BRIDGE AND TURN SOUTH
 EQ0993'TO THE ON RAMP AND CONTINUE SOUTH ON THE SOUTHBOUND LANE FOR
 EQ0993'1.0 MILE TO THE STATION ON THE RIGHT.
 EQ0993'
 EQ0993'THE STATION MARK IS A STANDARD NEW MEXICO HIGHWAY COMMISSION
 EQ0993'DISK STAMPED I-025-R7 SET IN THE TOP OF A 6 INCH CYLINDRICAL
 EQ0993'CONCRETE MONUMENT FLUSH WITH THE GROUND.  IT IS 85 FEET SSE OF
 EQ0993'A RIGHT OF WAY MARKER AT STATION 960 + 00 ON THE WESTERLY RIGHT
 EQ0993'OF WAY OF INTERSTATE HIGHWAY 25, 3.3 FEET EAST OF THE WEST
 EQ0993'RIGHT OF WAY FENCE.
 EQ0993
 EQ0993                          STATION RECOVERY (2005)
 EQ0993
 EQ0993'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 EQ0993'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0993 ***********************************************************************
 FO0993  DESIGNATION -  I40 1
 FO0993  PID         -  FO0993
 FO0993  STATE/COUNTY-  NM/BERNALILLO
 FO0993  USGS QUAD   -  TIJERAS (1990)
 FO0993
 FO0993                         *CURRENT SURVEY CONTROL
 FO0993  ___________________________________________________________________
 FO0993* NAD 83(1992)-  35 04 05.07233(N)    106 29 36.88380(W)     ADJUSTED  
 FO0993* NAVD 88     -      1744.61   (+/-2cm)    5723.8    (feet)  VERTCON   
 FO0993  ___________________________________________________________________
 FO0993  LAPLACE CORR-          13.40  (seconds)                    DEFLEC99
 FO0993  GEOID HEIGHT-         -20.30  (meters)                     GEOID03
 FO0993
 FO0993  HORZ ORDER  -  SECOND
 FO0993  VERT ORDER  -  THIRD ? (See Below)
 FO0993
 FO0993.The horizontal coordinates were established by classical geodetic methods
 FO0993.and adjusted by the National Geodetic Survey in December 1993..
 FO0993
 FO0993.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO0993.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO0993.The vertical order pertains to the NGVD 29 superseded value.
 FO0993
 FO0993.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO0993
 FO0993.The geoid height was determined by GEOID03.
 FO0993
 FO0993;                    North         East     Units Scale Factor Converg.
 FO0993;SPC NM C     -   451,152.986   477,784.764   MT  0.99990608   -0 08 23.8
 FO0993;SPC NM C     - 1,480,157.75  1,567,532.18   sFT  0.99990608   -0 08 23.8
 FO0993;UTM  13      - 3,881,612.405   363,816.148   MT  0.99982857   -0 51 29.8
 FO0993
 FO0993!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO0993!SPC NM C     -   0.99972941  x   0.99990608  =   0.99963552
 FO0993!UTM  13      -   0.99972941  x   0.99982857  =   0.99955803
 FO0993
 FO0993:                Primary Azimuth Mark                     Grid Az
 FO0993:SPC NM C     -  I40 2                                    296 32 13.3
 FO0993:UTM  13      -  I40 2                                    297 15 19.3
 FO0993
 FO0993|---------------------------------------------------------------------|
 FO0993| PID    Reference Object                     Distance      Geod. Az  |
 FO0993|                                                           dddmmss.s |
 FO0993| FO1203 I40 2                               APPROX. 2.2 KM 2962349.5 |
 FO0993|---------------------------------------------------------------------|
 FO0993
 FO0993                          SUPERSEDED SURVEY CONTROL
 FO0993
 FO0993  NAD 83(1986)-  35 04 05.07817(N)    106 29 36.88452(W) AD(       ) 2
 FO0993  NAD 27      -  35 04 04.90756(N)    106 29 34.80544(W) AD(       ) 2
 FO0993  NGVD 29 (07/19/86) 1743.80   (m)         5721.1    (f) LEVELING    3  
 FO0993
 FO0993.Superseded values are not recommended for survey control.
 FO0993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0993.See file dsdata.txt to determine how the superseded data were derived.
 FO0993
 FO0993_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU6381681612(NAD 83)
 FO0993_MARKER: DD = SURVEY DISK
 FO0993_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FO0993_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FO0993_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO0993+STABILITY: SURFACE MOTION
 FO0993
 FO0993  HISTORY     - Date     Condition        Report By
 FO0993  HISTORY     - 1969     MONUMENTED       NMHD
 FO0993  HISTORY     - 1969     GOOD             NMHD
 FO0993
 FO0993                          STATION DESCRIPTION
 FO0993
 FO0993'DESCRIBED BY NM HIGHWAY DEPT 1969 (LJU)
 FO0993'STATION IS LOCATED 9.0 MILES EAST OF DOWNTOWN ALBUQUERQUE ON
 FO0993'SOUTH SIDE OF INTERSTATE 40 AND NORTH OF HIGHWAY U.S. 66 (EAST
 FO0993'BOUND).
 FO0993'
 FO0993'TO REACH STATION FROM THE EUBANK AND I-040 INTERCHANGE GO EAST
 FO0993'ON I-040 TO THE HIGHWAY U.S. 66 OVERHEAD CROSSING STATION
 FO0993'IS LOCATED ON THE EAST END OF THE BRIDGE AND ON THE SOUTH SIDE
 FO0993'OF I-040.
 FO0993'
 FO0993'STATION MARK IS A BRASS CAP IN CONCRETE CYLINDER STAMPED STATE
 FO0993'HIGHWAY COMMISSION, STA., I-40-1 AND IS LOCATED 5 FEET SOUTH
 FO0993'OF CONCRETE CURB, 7 FEET SOUTHWEST OF MERCURY VAPER STREET
 FO0993'LIGHT F54.  MONUMENT IS FLUSH WITH GROUND.
 FO0993'
 FO0993'SUSAN IS A STANDARD USC AND GS DISK IN CONCRETE CYLINDER
 FO0993'LOCATED ON THE S.E. CORNER OF THE FENCED IN AREA AROUND THE
 FO0993'RIDGECREST RESERVOIR AND PUMP STATION, 2.6 MILES WEST OF STATION.
 FO0993'MONUMENT PROJECTS 4 IN ABOVE GROUND.
 FO0993'
 FO0993'1-K23 IS A BRASS CAP CEMENTED IN A DRILL HOLE ON THE TOP
 FO0993'CENTER OF LARGE OUTCROPPING BEDROCK KNOWN AS SUPPER ROCK IN
 FO0993'SUPPER ROCK PARK 0.4 MILES NORTH OF STATION.  MONUMENT IS
 FO0993'IN THE DEPRESSED TOP PORTION OF THE ROCK AND FLUSH WITH THE
 FO0993'SURFACE.
 FO0993'
 FO0993'HEIGHT OF LIGHT ABOVE STATION MARK 19.5 METERS.
 FO0993
 FO0993                          STATION RECOVERY (1969)
 FO0993
 FO0993'RECOVERY NOTE BY NM HIGHWAY DEPT 1969 (SRC)
 FO0993'THE STATION IS LOCATED ON I-40 EAST-BOUND LANE APPROXIMATELY
 FO0993'0.2 MILE EAST OF TRAMWAY BLVD.
 FO0993'
 FO0993'TO REACH THE STATION FROM THE INTERSECTION OF CENTRAL AVE.
 FO0993'AND THE RAILROAD TRACKS, DOWNTOWN ALBUQUERQUE, GO EAST ON
 FO0993'CENTRAL (U.S.-66) FOR 6.6 MILES TO EUBANK BLVD.  TURN NORTH
 FO0993'AT EUBANK AND GO NORTH A DISTANCE OF APPROXIMATELY 0.7 MILE
 FO0993'TO THE EAST-BOUND ENTRANCE OF I-40 (FREEWAY).  GET ON THE
 FO0993'FREEWAY AND GO EAST A DISTANCE OF APPROXIMATELY 2.4 MILES
 FO0993'TO A BRIDGE ON THE EAST-BOUND LANE.  THE MONUMENT IS
 FO0993'APPROXIMATELY 18 FT EAST OF THE EAST WINGWALL ON THE SOUTH SIDE
 FO0993'OF THIS BRIDGE.
 FO0993'
 FO0993'THE MONUMENT IS A STANDARD STATE HIGHWAY COMMISSION DISK STAMPED
 FO0993'STA. I-40-1, AND IS FLUSH WITH THE GROUND.
 FO0993'
 FO0993'FOR INFORMATION TO THE STATION I-40-2, SEE THE TRAVERSE
 FO0993'DESCRIPTION SHEET FOR I-40-2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1191 ***********************************************************************
 FO1191  DESIGNATION -  I40 10
 FO1191  PID         -  FO1191
 FO1191  STATE/COUNTY-  NM/BERNALILLO
 FO1191  USGS QUAD   -  ALBUQUERQUE EAST (1990)
 FO1191
 FO1191                         *CURRENT SURVEY CONTROL
 FO1191  ___________________________________________________________________
 FO1191* NAD 83(1992)-  35 06 13.17834(N)    106 35 43.21329(W)     ADJUSTED  
 FO1191* NAVD 88     -      1584.17   (+/-2cm)    5197.4    (feet)  VERTCON   
 FO1191  ___________________________________________________________________
 FO1191  LAPLACE CORR-           8.92  (seconds)                    DEFLEC99
 FO1191  GEOID HEIGHT-         -21.06  (meters)                     GEOID03
 FO1191
 FO1191  HORZ ORDER  -  SECOND
 FO1191  VERT ORDER  -  THIRD ? (See Below)
 FO1191
 FO1191.The horizontal coordinates were established by classical geodetic methods
 FO1191.and adjusted by the National Geodetic Survey in December 1993..
 FO1191
 FO1191.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1191.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1191.The vertical order pertains to the NGVD 29 superseded value.
 FO1191
 FO1191.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1191
 FO1191.The geoid height was determined by GEOID03.
 FO1191
 FO1191;                    North         East     Units Scale Factor Converg.
 FO1191;SPC NM C     -   455,127.896   468,517.707   MT  0.99991221   -0 11 54.9
 FO1191;SPC NM C     - 1,493,198.77  1,537,128.51   sFT  0.99991221   -0 11 54.9
 FO1191;UTM  13      - 3,885,702.971   354,600.270   MT  0.99986055   -0 55 03.3
 FO1191
 FO1191!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1191!SPC NM C     -   0.99975471  x   0.99991221  =   0.99966694
 FO1191!UTM  13      -   0.99975471  x   0.99986055  =   0.99961529
 FO1191
 FO1191:                Primary Azimuth Mark                     Grid Az
 FO1191:SPC NM C     -  I40 11                                   286 00 13.1
 FO1191:UTM  13      -  I40 11                                   286 43 21.5
 FO1191
 FO1191|---------------------------------------------------------------------|
 FO1191| PID    Reference Object                     Distance      Geod. Az  |
 FO1191|                                                           dddmmss.s |
 FO1191| FO1213 I40 11                              APPROX. 0.8 KM 2854818.2 |
 FO1191|---------------------------------------------------------------------|
 FO1191
 FO1191                          SUPERSEDED SURVEY CONTROL
 FO1191
 FO1191  NAD 83(1986)-  35 06 13.18406(N)    106 35 43.21452(W) AD(       ) 2
 FO1191  NAD 27      -  35 06 13.01827(N)    106 35 41.12672(W) AD(       ) 2
 FO1191  NGVD 29 (07/19/86) 1583.34   (m)         5194.7    (f) LEVELING    3  
 FO1191
 FO1191.Superseded values are not recommended for survey control.
 FO1191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1191.See file dsdata.txt to determine how the superseded data were derived.
 FO1191
 FO1191_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU5460085703(NAD 83)
 FO1191_MARKER: DD = SURVEY DISK
 FO1191_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FO1191_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FO1191_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO1191+STABILITY: SURFACE MOTION
 FO1191_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FO1191+SATELLITE: SATELLITE OBSERVATIONS - September 22, 2004
 FO1191
 FO1191  HISTORY     - Date     Condition        Report By
 FO1191  HISTORY     - 1969     MONUMENTED       NMHD
 FO1191  HISTORY     - 20040922 GOOD             GEOCAC
 FO1191
 FO1191                          STATION DESCRIPTION
 FO1191
 FO1191'DESCRIBED BY NM HIGHWAY DEPT 1969 (SRC)
 FO1191'THE STATION IS LOCATED SOUTH OF THE SOUTHEAST WINGWALL OF
 FO1191'THE BRIDGE ON WASHINGTON STREET OVER I-40.
 FO1191'
 FO1191'TO REACH THE STATION FROM THE INTERSECTION OF CENTRAL AND
 FO1191'THE RAILROAD TRACKS (DOWNTOWN ALBUQUERQUE), GO EAST ON CENTRAL
 FO1191'(U.S.-66) FOR APPROXIMATELY 3.0 MILES TO THE INTERSECTION
 FO1191'OF CENTRAL AND WASHINGTON.  TURN NORTH ON WASHINGTON.  TRAVEL
 FO1191'NORTH ON WASHINGTON FOR APPROXIMATELY 1.75 MILE.  THE STATION
 FO1191'IS EAST AND SOUTH OF THE SOUTHEAST WINGWALL OF THE BRIDGE
 FO1191'OF WASHINGTON STREET OVER I-40.
 FO1191'
 FO1191'THE MONUMENT IS A STANDARD STATE HIGHWAY COMMISSION DISK
 FO1191'STAMPED STA-I-40-10, AND IS FLUSH WITH THE GROUND.
 FO1191'
 FO1191'FOR THE INFORMATION TO THE STATIONS I-40-9 AND I-40-10, SEE
 FO1191'THE TRAVERSE DESCRIPTION SHEETS FOR I-40-9 AND I-40-10.
 FO1191
 FO1191                          STATION RECOVERY (2004)
 FO1191
 FO1191'RECOVERY NOTE BY GEOCACHING 2004 (BMC)
 FO1191'STATION RECOVERED IN GOOD CONDITION.  I 40 10 IS LOCATED 1 FOOT SE OF
 FO1191'THE SOUTHERN END OF THE EASTERN WINGWALL OF THE WASHINGTON ST. I 40
 FO1191'BRIDGE.  IT IS ON A CONCRETE PILLAR 4 IN. ABOVE GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0463 ***********************************************************************
 FP0463  DESIGNATION -  I40 100
 FP0463  PID         -  FP0463
 FP0463  STATE/COUNTY-  NM/MCKINLEY
 FP0463  USGS QUAD   -  THOREAU (1980)
 FP0463
 FP0463                         *CURRENT SURVEY CONTROL
 FP0463  ___________________________________________________________________
 FP0463* NAD 83(1992)-  35 23 47.93752(N)    108 13 26.89164(W)     ADJUSTED  
 FP0463* NAVD 88     -      2178.3    (meters)    7147.     (feet)  VERTCON   
 FP0463  ___________________________________________________________________
 FP0463  LAPLACE CORR-          -0.27  (seconds)                    DEFLEC99
 FP0463  GEOID HEIGHT-         -20.18  (meters)                     GEOID03
 FP0463
 FP0463  HORZ ORDER  -  SECOND
 FP0463
 FP0463.The horizontal coordinates were established by classical geodetic methods
 FP0463.and adjusted by the National Geodetic Survey in December 1993..
 FP0463
 FP0463.The NAVD 88 height was computed by applying the VERTCON shift value to
 FP0463.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FP0463
 FP0463.The Laplace correction was computed from DEFLEC99 derived deflections.
 FP0463
 FP0463.The geoid height was determined by GEOID03.
 FP0463
 FP0463;                    North         East     Units Scale Factor Converg.
 FP0463;SPC NM W     -   487,654.016   794,500.167   MT  0.99993219   -0 13 34.9
 FP0463;SPC NM W     - 1,599,911.55  2,606,622.63   sFT  0.99993219   -0 13 34.9
 FP0463;UTM  12      - 3,920,570.425   752,106.437   MT  1.00038333   +1 36 31.4
 FP0463
 FP0463!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FP0463!SPC NM W     -   0.99966138  x   0.99993219  =   0.99959359
 FP0463!UTM  12      -   0.99966138  x   1.00038333  =   1.00004458
 FP0463
 FP0463:                Primary Azimuth Mark                     Grid Az
 FP0463:SPC NM W     -  I40 101                                  286 03 20.6
 FP0463:UTM  12      -  I40 101                                  284 13 14.3
 FP0463
 FP0463|---------------------------------------------------------------------|
 FP0463| PID    Reference Object                     Distance      Geod. Az  |
 FP0463|                                                           dddmmss.s |
 FP0463| FP0474 I40 101                             APPROX. 5.5 KM 2854945.7 |
 FP0463|---------------------------------------------------------------------|
 FP0463
 FP0463                          SUPERSEDED SURVEY CONTROL
 FP0463
 FP0463  NAD 83(1986)-  35 23 47.93817(N)    108 13 26.89385(W) AD(       ) 2
 FP0463  NAD 27      -  35 23 47.84015(N)    108 13 24.64703(W) AD(       ) 2
 FP0463  NGVD 29 (07/19/86) 2177.2    (m)         7143.     (f) VERT ANG       
 FP0463
 FP0463.Superseded values are not recommended for survey control.
 FP0463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0463.See file dsdata.txt to determine how the superseded data were derived.
 FP0463
 FP0463_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYE5210620570(NAD 83)
 FP0463_MARKER: DD = SURVEY DISK
 FP0463_SETTING: 0 = UNSPECIFIED SETTING
 FP0463_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FP0463
 FP0463  HISTORY     - Date     Condition        Report By
 FP0463  HISTORY     - 1971     MONUMENTED       NMHD
 FP0463  HISTORY     - 20040811 POOR             NMHD
 FP0463
 FP0463                          STATION DESCRIPTION
 FP0463
 FP0463'DESCRIBED BY NM HIGHWAY DEPT 1971 (RGL)
 FP0463'THE STATION IS LOCATED ABOUT 25 MILES WEST OF MILAN, NEW MEXICO,
 FP0463'ALONG INTERSTATE 40.
 FP0463'
 FP0463'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 40 AND
 FP0463'SR. 412, GO 10.8 MILES WEST ON I-40 TO THE STATION ON THE RIGHT.
 FP0463'
 FP0463'THE STATION IS LOCATED 1.5 FT. FROM A WITNESS POST, 10 FT. EAST
 FP0463'OF THE NE WINGWALL OF THE NORTH BRIDGE OVER STATE ROAD 56 AND 57
 FP0463'NORTH.
 FP0463'
 FP0463'THE MONUMENT IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 FP0463'BRASS DISK, STAMPED I-40-100 AND IS SET IN CONCRETE FLUSH WITH THE
 FP0463'GROUND.
 FP0463
 FP0463                          STATION RECOVERY (2004)
 FP0463
 FP0463'RECOVERY NOTE BY NM HIGHWAY DEPT 2004 (WAB)
 FP0463'DESCRIPTION ADEQUATE. NEW CONSTRUCTION ON OVERPASS NEAR POINT WILL
 FP0463'LIKELY DESTROY POINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0474 ***********************************************************************
 FP0474  DESIGNATION -  I40 101
 FP0474  PID         -  FP0474
 FP0474  STATE/COUNTY-  NM/MCKINLEY
 FP0474  USGS QUAD   -  CONTINENTAL DIVIDE (1995)
 FP0474
 FP0474                         *CURRENT SURVEY CONTROL
 FP0474  ___________________________________________________________________
 FP0474* NAD 83(1992)-  35 24 36.48159(N)    108 16 56.24678(W)     ADJUSTED  
 FP0474* NAVD 88     -      2207.2    (meters)    7241.     (feet)  VERTCON   
 FP0474  ___________________________________________________________________
 FP0474  LAPLACE CORR-           0.73  (seconds)                    DEFLEC99
 FP0474  GEOID HEIGHT-         -20.21  (meters)                     GEOID03
 FP0474
 FP0474  HORZ ORDER  -  SECOND
 FP0474
 FP0474.The horizontal coordinates were established by classical geodetic methods
 FP0474.and adjusted by the National Geodetic Survey in December 1993..
 FP0474
 FP0474.The NAVD 88 height was computed by applying the VERTCON shift value to
 FP0474.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FP0474
 FP0474.The Laplace correction was computed from DEFLEC99 derived deflections.
 FP0474
 FP0474.The geoid height was determined by GEOID03.
 FP0474
 FP0474;                    North         East     Units Scale Factor Converg.
 FP0474;SPC NM W     -   489,172.405   789,224.306   MT  0.99993715   -0 15 36.5
 FP0474;SPC NM W     - 1,604,893.13  2,589,313.41   sFT  0.99993715   -0 15 36.5
 FP0474;UTM  12      - 3,921,919.644   746,782.351   MT  1.00035058   +1 34 31.8
 FP0474
 FP0474!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FP0474!SPC NM W     -   0.99965685  x   0.99993715  =   0.99959402
 FP0474!UTM  12      -   0.99965685  x   1.00035058  =   1.00000731
 FP0474
 FP0474:                Primary Azimuth Mark                     Grid Az
 FP0474:SPC NM W     -  I40 102                                  299 44 28.5
 FP0474:UTM  12      -  I40 102                                  297 54 20.2
 FP0474
 FP0474|---------------------------------------------------------------------|
 FP0474| PID    Reference Object                     Distance      Geod. Az  |
 FP0474|                                                           dddmmss.s |
 FP0474| FP0476 I40 102                             APPROX. 3.1 KM 2992852.0 |
 FP0474|---------------------------------------------------------------------|
 FP0474
 FP0474                          SUPERSEDED SURVEY CONTROL
 FP0474
 FP0474  NAD 83(1992)-  35 24 36.48232(N)    108 16 56.24890(W) AD(       ) 2
 FP0474  NAD 83(1986)-  35 24 36.48228(N)    108 16 56.24901(W) AD(       ) 2
 FP0474  NAD 27      -  35 24 36.38727(N)    108 16 53.99618(W) AD(       ) 2
 FP0474  NGVD 29 (07/19/86) 2206.1    (m)         7238.     (f) VERT ANG       
 FP0474
 FP0474.Superseded values are not recommended for survey control.
 FP0474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0474.See file dsdata.txt to determine how the superseded data were derived.
 FP0474
 FP0474_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYE4678221920(NAD 83)
 FP0474_MARKER: DD = SURVEY DISK
 FP0474_SETTING: 0 = UNSPECIFIED SETTING
 FP0474_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FP0474
 FP0474  HISTORY     - Date     Condition        Report By
 FP0474  HISTORY     - 1971     MONUMENTED       NMHD
 FP0474
 FP0474                          STATION DESCRIPTION
 FP0474
 FP0474'DESCRIBED BY NM HIGHWAY DEPT 1971 (RGL)
 FP0474'THE STATION IS LOCATED ABOUT 29 MILES WEST OF MILAN, NEW MEXICO,
 FP0474'ALONG INTERSTATE 40.
 FP0474'
 FP0474'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 40 AND
 FP0474'SR. 412, GO 14.4 MILES WEST ON I-40 TO THE STATION ON THE LEFT.
 FP0474'
 FP0474'THE STATION IS LOCATED ON A HIGH CUT ON A HILL, 23 FT. NORTH OF
 FP0474'SOUTH RIGHT OF WAY FENCE, 10 FT. NE OF A PINON TREE, AND 3
 FP0474'FT. FROM A WITNESS POST.
 FP0474'
 FP0474'THE MONUMENT IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 FP0474'BRASS DISK, STAMPED I-40-101 AND IS SET IN CONCRETE FLUSH WITH THE
 FP0474'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0476 ***********************************************************************
 FP0476  DESIGNATION -  I40 102
 FP0476  PID         -  FP0476
 FP0476  STATE/COUNTY-  NM/MCKINLEY
 FP0476  USGS QUAD   -  CONTINENTAL DIVIDE (1995)
 FP0476
 FP0476                         *CURRENT SURVEY CONTROL
 FP0476  ___________________________________________________________________
 FP0476* NAD 83(1992)-  35 25 26.22404(N)    108 18 43.76924(W)     ADJUSTED  
 FP0476* NAVD 88     -      2217.5    (meters)    7275.     (feet)  VERTCON   
 FP0476  ___________________________________________________________________
 FP0476  LAPLACE CORR-           1.20  (seconds)                    DEFLEC99
 FP0476  GEOID HEIGHT-         -20.25  (meters)                     GEOID03
 FP0476
 FP0476  HORZ ORDER  -  SECOND
 FP0476
 FP0476.The horizontal coordinates were established by classical geodetic methods
 FP0476.and adjusted by the National Geodetic Survey in December 1993..
 FP0476
 FP0476.The NAVD 88 height was computed by applying the VERTCON shift value to
 FP0476.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FP0476
 FP0476.The Laplace correction was computed from DEFLEC99 derived deflections.
 FP0476
 FP0476.The geoid height was determined by GEOID03.
 FP0476
 FP0476;                    North         East     Units Scale Factor Converg.
 FP0476;SPC NM W     -   490,718.031   786,519.065   MT  0.99993996   -0 16 39.1
 FP0476;SPC NM W     - 1,609,964.07  2,580,437.97   sFT  0.99993996   -0 16 39.1
 FP0476;UTM  12      - 3,923,378.396   744,027.869   MT  1.00033392   +1 33 31.3
 FP0476
 FP0476!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FP0476!SPC NM W     -   0.99965524  x   0.99993996  =   0.99959522
 FP0476!UTM  12      -   0.99965524  x   1.00033392  =   0.99998904
 FP0476
 FP0476:                Primary Azimuth Mark                     Grid Az
 FP0476:SPC NM W     -  I40 103                                  298 37 32.9
 FP0476:UTM  12      -  I40 103                                  296 47 22.5
 FP0476
 FP0476|---------------------------------------------------------------------|
 FP0476| PID    Reference Object                     Distance      Geod. Az  |
 FP0476|                                                           dddmmss.s |
 FP0476| FP0475 I40 103                             APPROX. 3.7 KM 2982053.8 |
 FP0476|---------------------------------------------------------------------|
 FP0476
 FP0476                          SUPERSEDED SURVEY CONTROL
 FP0476
 FP0476  NAD 83(1992)-  35 25 26.22476(N)    108 18 43.77128(W) AD(       ) 2
 FP0476  NAD 83(1986)-  35 25 26.22474(N)    108 18 43.77146(W) AD(       ) 2
 FP0476  NAD 27      -  35 25 26.13187(N)    108 18 41.51476(W) AD(       ) 2
 FP0476  NGVD 29 (07/19/86) 2216.4    (m)         7272.     (f) VERT ANG       
 FP0476
 FP0476.Superseded values are not recommended for survey control.
 FP0476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0476.See file dsdata.txt to determine how the superseded data were derived.
 FP0476
 FP0476_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYE4402823378(NAD 83)
 FP0476_MARKER: DD = SURVEY DISK
 FP0476_SETTING: 0 = UNSPECIFIED SETTING
 FP0476_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FP0476
 FP0476  HISTORY     - Date     Condition        Report By
 FP0476  HISTORY     - 1971     MONUMENTED       NMHD
 FP0476
 FP0476                          STATION DESCRIPTION
 FP0476
 FP0476'DESCRIBED BY NM HIGHWAY DEPT 1971 (RGL)
 FP0476'THE STATION IS LOCATED ABOUT 31 MILES WEST OF MILAN, NEW MEXICO,
 FP0476'ALONG INTERSTATE 40.
 FP0476'
 FP0476'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 40 AND
 FP0476'SR. 412, GO 16.5 MILES WEST ON I-40 TO THE STATION ON THE RIGHT.
 FP0476'
 FP0476'THE STATION IS LOCATED 3 FT. EAST OF NE WINGWALL OF THE BRIDGE
 FP0476'OVER I-40 ON THE CONTINENTAL DIVIDE, AND 3 FT. FROM A WITNESS POST.
 FP0476'
 FP0476'THE MONUMENT IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 FP0476'BRASS DISK, STAMPED I-40-102 AND IS SET IN CONCRETE FLUSH WITH THE
 FP0476'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0475 ***********************************************************************
 FP0475  DESIGNATION -  I40 103
 FP0475  PID         -  FP0475
 FP0475  STATE/COUNTY-  NM/MCKINLEY
 FP0475  USGS QUAD   -  CONTINENTAL DIVIDE (1995)
 FP0475
 FP0475                         *CURRENT SURVEY CONTROL
 FP0475  ___________________________________________________________________
 FP0475* NAD 83(1992)-  35 26 23.85793(N)    108 20 54.34398(W)     ADJUSTED  
 FP0475* NAVD 88     -      2177.8    (meters)    7145.     (feet)  VERTCON   
 FP0475  ___________________________________________________________________
 FP0475  LAPLACE CORR-           1.94  (seconds)                    DEFLEC99
 FP0475  GEOID HEIGHT-         -20.32  (meters)                     GEOID03
 FP0475
 FP0475  HORZ ORDER  -  SECOND
 FP0475
 FP0475.The horizontal coordinates were established by classical geodetic methods
 FP0475.and adjusted by the National Geodetic Survey in December 1993..
 FP0475
 FP0475.The NAVD 88 height was computed by applying the VERTCON shift value to
 FP0475.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FP0475
 FP0475.The Laplace correction was computed from DEFLEC99 derived deflections.
 FP0475
 FP0475.The geoid height was determined by GEOID03.
 FP0475
 FP0475;                    North         East     Units Scale Factor Converg.
 FP0475;SPC NM W     -   492,510.686   783,234.633   MT  0.99994361   -0 17 55.3
 FP0475;SPC NM W     - 1,615,845.48  2,569,662.29   sFT  0.99994361   -0 17 55.3
 FP0475;UTM  12      - 3,925,065.512   740,686.395   MT  1.00031395   +1 32 17.7
 FP0475
 FP0475!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FP0475!SPC NM W     -   0.99966148  x   0.99994361  =   0.99960511
 FP0475!UTM  12      -   0.99966148  x   1.00031395  =   0.99997532
 FP0475
 FP0475:                Primary Azimuth Mark                     Grid Az
 FP0475:SPC NM W     -  I40 104                                  297 25 20.4
 FP0475:UTM  12      -  I40 104                                  295 35 07.4
 FP0475
 FP0475|---------------------------------------------------------------------|
 FP0475| PID    Reference Object                     Distance      Geod. Az  |
 FP0475|                                                           dddmmss.s |
 FP0475| FP0483 I40 104                             APPROX. 4.1 KM 2970725.1 |
 FP0475|---------------------------------------------------------------------|
 FP0475
 FP0475                          SUPERSEDED SURVEY CONTROL
 FP0475
 FP0475  NAD 83(1992)-  35 26 23.85862(N)    108 20 54.34593(W) AD(       ) 2
 FP0475  NAD 83(1986)-  35 26 23.85863(N)    108 20 54.34621(W) AD(       ) 2
 FP0475  NAD 27      -  35 26 23.76881(N)    108 20 52.08438(W) AD(       ) 2
 FP0475  NGVD 29 (07/19/86) 2176.7    (m)         7141.     (f) VERT ANG       
 FP0475
 FP0475.Superseded values are not recommended for survey control.
 FP0475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0475.See file dsdata.txt to determine how the superseded data were derived.
 FP0475
 FP0475_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYE4068625066(NAD 83)
 FP0475_MARKER: DD = SURVEY DISK
 FP0475_SETTING: 0 = UNSPECIFIED SETTING
 FP0475_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FP0475
 FP0475  HISTORY     - Date     Condition        Report By
 FP0475  HISTORY     - 1971     MONUMENTED       NMHD
 FP0475
 FP0475                          STATION DESCRIPTION
 FP0475
 FP0475'DESCRIBED BY NM HIGHWAY DEPT 1971 (RGL)
 FP0475'THE STATION IS LOCATED ABOUT 33 MILES WEST OF MILAN, NEW MEXICO,
 FP0475'ALONG INTERSTATE 40.
 FP0475'
 FP0475'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 40 AND
 FP0475'SR. 412, GO 18.8 MILES WEST ON I-40 TO THE STATION ON THE RIGHT.
 FP0475'
 FP0475'THE STATION IS LOCATED 63 FT. SOUTH OF THE NORTH RIGHT OF WAY
 FP0475'FENCE, AND 2.5 FT. SOUTH OF A WITNESS POST.
 FP0475'
 FP0475'THE MONUMENT IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 FP0475'BRASS DISK, STAMPED I-40-103 AND IS SET IN CONCRETE FLUSH WITH THE
 FP0475'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0483 ***********************************************************************
 FP0483  DESIGNATION -  I40 104
 FP0483  PID         -  FP0483
 FP0483  STATE/COUNTY-  NM/MCKINLEY
 FP0483  USGS QUAD   -  CINIZA (1995)
 FP0483
 FP0483                         *CURRENT SURVEY CONTROL
 FP0483  ___________________________________________________________________
 FP0483* NAD 83(1992)-  35 27 24.27119(N)    108 23 18.54454(W)     ADJUSTED  
 FP0483* NAVD 88     -      2196.8    (meters)    7207.     (feet)  VERTCON   
 FP0483  ___________________________________________________________________
 FP0483  LAPLACE CORR-           2.14  (seconds)                    DEFLEC99
 FP0483  GEOID HEIGHT-         -20.41  (meters)                     GEOID03
 FP0483
 FP0483  HORZ ORDER  -  SECOND
 FP0483
 FP0483.The horizontal coordinates were established by classical geodetic methods
 FP0483.and adjusted by the National Geodetic Survey in December 1993..
 FP0483
 FP0483.The NAVD 88 height was computed by applying the VERTCON shift value to
 FP0483.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FP0483
 FP0483.The Laplace correction was computed from DEFLEC99 derived deflections.
 FP0483
 FP0483.The geoid height was determined by GEOID03.
 FP0483
 FP0483;                    North         East     Units Scale Factor Converg.
 FP0483;SPC NM W     -   494,392.139   779,608.413   MT  0.99994795   -0 19 19.4
 FP0483;SPC NM W     - 1,622,018.21  2,557,765.27   sFT  0.99994795   -0 19 19.4
 FP0483;UTM  12      - 3,926,830.366   737,000.401   MT  1.00029225   +1 30 56.2
 FP0483
 FP0483!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FP0483!SPC NM W     -   0.99965852  x   0.99994795  =   0.99960648
 FP0483!UTM  12      -   0.99965852  x   1.00029225  =   0.99995067
 FP0483
 FP0483:                Primary Azimuth Mark                     Grid Az
 FP0483:SPC NM W     -  I40 105                                  299 11 33.2
 FP0483:UTM  12      -  I40 105                                  297 21 17.6
 FP0483
 FP0483|---------------------------------------------------------------------|
 FP0483| PID    Reference Object                     Distance      Geod. Az  |
 FP0483|                                                           dddmmss.s |
 FP0483| FP0482 I40 105                             APPROX. 2.3 KM 2985213.8 |
 FP0483|---------------------------------------------------------------------|
 FP0483
 FP0483                          SUPERSEDED SURVEY CONTROL
 FP0483
 FP0483  NAD 83(1992)-  35 27 24.27185(N)    108 23 18.54639(W) AD(       ) 2
 FP0483  NAD 83(1986)-  35 27 24.27188(N)    108 23 18.54673(W) AD(       ) 2
 FP0483  NAD 27      -  35 27 24.18533(N)    108 23 16.27925(W) AD(       ) 2
 FP0483  NGVD 29 (07/19/86) 2195.7    (m)         7204.     (f) VERT ANG       
 FP0483
 FP0483.Superseded values are not recommended for survey control.
 FP0483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0483.See file dsdata.txt to determine how the superseded data were derived.
 FP0483
 FP0483_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYE3700026830(NAD 83)
 FP0483_MARKER: DD = SURVEY DISK
 FP0483_SETTING: 0 = UNSPECIFIED SETTING
 FP0483_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FP0483
 FP0483  HISTORY     - Date     Condition        Report By
 FP0483  HISTORY     - 1972     MONUMENTED       NMHD
 FP0483
 FP0483                          STATION DESCRIPTION
 FP0483
 FP0483'DESCRIBED BY NM HIGHWAY DEPT 1972 (RGL)
 FP0483'THE STATION IS LOCATED ABOUT 36 MILES WEST OF MILAN, NEW MEXICO,
 FP0483'ALONG INTERSTATE 40.
 FP0483'
 FP0483'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 40 AND STATE
 FP0483'ROAD 412 (AT PREWITT), GO 21.5 MILES WEST ON I-40 TO THE STATION ON
 FP0483'THE RIGHT.
 FP0483'
 FP0483'THE STATION IS LOCATED AT THE TOP OF A HIGH CUT, 13.5 FT. SOUTH
 FP0483'OF THE RIGHT OF WAY FENCE AND 3 FT. SOUTH OF A WITNESS POST.
 FP0483'
 FP0483'THE MONUMENT IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 FP0483'BRASS DISK, STAMPED I-40-104 AND IS SET IN CONCRETE FLUSH WITH
 FP0483'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0482 ***********************************************************************
 FP0482  DESIGNATION -  I40 105
 FP0482  PID         -  FP0482
 FP0482  STATE/COUNTY-  NM/MCKINLEY
 FP0482  USGS QUAD   -  CINIZA (1995)
 FP0482
 FP0482                         *CURRENT SURVEY CONTROL
 FP0482  ___________________________________________________________________
 FP0482* NAD 83(1992)-  35 28 00.44317(N)    108 24 38.75380(W)     ADJUSTED  
 FP0482* NAVD 88     -      2192.3    (meters)    7193.     (feet)  VERTCON   
 FP0482  ___________________________________________________________________
 FP0482  LAPLACE CORR-           2.32  (seconds)                    DEFLEC99
 FP0482  GEOID HEIGHT-         -20.46  (meters)                     GEOID03
 FP0482
 FP0482  HORZ ORDER  -  SECOND
 FP0482
 FP0482.The horizontal coordinates were established by classical geodetic methods
 FP0482.and adjusted by the National Geodetic Survey in December 1993..
 FP0482
 FP0482.The NAVD 88 height was computed by applying the VERTCON shift value to
 FP0482.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FP0482
 FP0482.The Laplace correction was computed from DEFLEC99 derived deflections.
 FP0482
 FP0482.The geoid height was determined by GEOID03.
 FP0482
 FP0482;                    North         East     Units Scale Factor Converg.
 FP0482;SPC NM W     -   495,518.451   777,592.501   MT  0.99995050   -0 20 06.2
 FP0482;SPC NM W     - 1,625,713.45  2,551,151.40   sFT  0.99995050   -0 20 06.2
 FP0482;UTM  12      - 3,927,891.803   734,948.712   MT  1.00028031   +1 30 11.0
 FP0482
 FP0482!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FP0482!SPC NM W     -   0.99965923  x   0.99995050  =   0.99960975
 FP0482!UTM  12      -   0.99965923  x   1.00028031  =   0.99993945
 FP0482
 FP0482:                Primary Azimuth Mark                     Grid Az
 FP0482:SPC NM W     -  I40 106                                  315 23 39.0
 FP0482:UTM  12      -  I40 106                                  313 33 21.8
 FP0482
 FP0482|---------------------------------------------------------------------|
 FP0482| PID    Reference Object                     Distance      Geod. Az  |
 FP0482|                                                           dddmmss.s |
 FP0482| FP0481 I40 106                             APPROX. 1.5 KM 3150332.8 |
 FP0482|---------------------------------------------------------------------|
 FP0482
 FP0482                          SUPERSEDED SURVEY CONTROL
 FP0482
 FP0482  NAD 83(1992)-  35 28 00.44380(N)    108 24 38.75559(W) AD(       ) 2
 FP0482  NAD 83(1986)-  35 28 00.44386(N)    108 24 38.75599(W) AD(       ) 2
 FP0482  NAD 27      -  35 28 00.35896(N)    108 24 36.48571(W) AD(       ) 2
 FP0482  NGVD 29 (07/19/86) 2191.2    (m)         7189.     (f) VERT ANG       
 FP0482
 FP0482.Superseded values are not recommended for survey control.
 FP0482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0482.See file dsdata.txt to determine how the superseded data were derived.
 FP0482
 FP0482_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYE3494927892(NAD 83)
 FP0482_MARKER: DD = SURVEY DISK
 FP0482_SETTING: 0 = UNSPECIFIED SETTING
 FP0482_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FP0482
 FP0482  HISTORY     - Date     Condition        Report By
 FP0482  HISTORY     - 1971     MONUMENTED       NMHD
 FP0482
 FP0482                          STATION DESCRIPTION
 FP0482
 FP0482'DESCRIBED BY NM HIGHWAY DEPT 1971 (RGL)
 FP0482'THE STATION IS LOCATED ABOUT 37 MILES WEST OF MILAN, NEW MEXICO,
 FP0482'ALONG INTERSTATE 40.
 FP0482'
 FP0482'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 40 AND STATE
 FP0482'ROAD 412, GO 23.0 MILES WEST ON I-40 TO THE STATION ON THE LEFT.
 FP0482'
 FP0482'THE STATION IS LOCATED 60 FT. NORTH OF THE SOUTH RIGHT OF WAY
 FP0482'FENCE, 3 FT. NORTH OF A WITNESS POST BY A GATE IN THE FENCE AND
 FP0482'A RADIO TOWER IS ABOUT 300 FT. SOUTH OF THE FENCE.
 FP0482'
 FP0482'THE MONUMENT IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 FP0482'BRASS DISK, STAMPED I-40-105, AND IS SET IN CONCRETE FLUSH WITH
 FP0482'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0481 ***********************************************************************
 FP0481  DESIGNATION -  I40 106
 FP0481  PID         -  FP0481
 FP0481  STATE/COUNTY-  NM/MCKINLEY
 FP0481  USGS QUAD   -  CINIZA (1995)
 FP0481
 FP0481                         *CURRENT SURVEY CONTROL
 FP0481  ___________________________________________________________________
 FP0481* NAD 83(1992)-  35 28 33.86384(N)    108 25 19.52855(W)     ADJUSTED  
 FP0481* NAVD 88     -      2154.2    (meters)    7068.     (feet)  VERTCON   
 FP0481  ___________________________________________________________________
 FP0481  LAPLACE CORR-           2.49  (seconds)                    DEFLEC99
 FP0481  GEOID HEIGHT-         -20.48  (meters)                     GEOID03
 FP0481
 FP0481  HORZ ORDER  -  SECOND
 FP0481
 FP0481.The horizontal coordinates were established by classical geodetic methods
 FP0481.and adjusted by the National Geodetic Survey in December 1993..
 FP0481
 FP0481.The NAVD 88 height was computed by applying the VERTCON shift value to
 FP0481.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FP0481
 FP0481.The Laplace correction was computed from DEFLEC99 derived deflections.
 FP0481
 FP0481.The geoid height was determined by GEOID03.
 FP0481
 FP0481;                    North         East     Units Scale Factor Converg.
 FP0481;SPC NM W     -   496,554.453   776,570.658   MT  0.99995183   -0 20 30.1
 FP0481;SPC NM W     - 1,629,112.40  2,547,798.90   sFT  0.99995183   -0 20 30.1
 FP0481;UTM  12      - 3,928,894.819   733,893.817   MT  1.00027421   +1 29 48.5
 FP0481
 FP0481!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FP0481!SPC NM W     -   0.99966521  x   0.99995183  =   0.99961706
 FP0481!UTM  12      -   0.99966521  x   1.00027421  =   0.99993933
 FP0481
 FP0481:                Primary Azimuth Mark                     Grid Az
 FP0481:SPC NM W     -  I40 105                                  135 23 39.3
 FP0481:UTM  12      -  I40 105                                  133 33 20.7
 FP0481
 FP0481|---------------------------------------------------------------------|
 FP0481| PID    Reference Object                     Distance      Geod. Az  |
 FP0481|                                                           dddmmss.s |
 FP0481| FP0482 I40 105                             APPROX. 1.5 KM 1350309.2 |
 FP0481|---------------------------------------------------------------------|
 FP0481
 FP0481                          SUPERSEDED SURVEY CONTROL
 FP0481
 FP0481  NAD 83(1992)-  35 28 33.86442(N)    108 25 19.53028(W) AD(       ) 2
 FP0481  NAD 83(1986)-  35 28 33.86455(N)    108 25 19.53074(W) AD(       ) 2
 FP0481  NAD 27      -  35 28 33.78062(N)    108 25 17.25923(W) AD(       ) 2
 FP0481  NGVD 29 (07/19/86) 2153.1    (m)         7064.     (f) VERT ANG       
 FP0481
 FP0481.Superseded values are not recommended for survey control.
 FP0481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0481.See file dsdata.txt to determine how the superseded data were derived.
 FP0481
 FP0481_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYE3389428895(NAD 83)
 FP0481_MARKER: DD = SURVEY DISK
 FP0481_SETTING: 0 = UNSPECIFIED SETTING
 FP0481_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FP0481
 FP0481  HISTORY     - Date     Condition        Report By
 FP0481  HISTORY     - 1971     MONUMENTED       NMHD
 FP0481
 FP0481                          STATION DESCRIPTION
 FP0481
 FP0481'DESCRIBED BY NM HIGHWAY DEPT 1971 (RGL)
 FP0481'THE STATION IS LOCATED ABOUT 38 MILES WEST OF MILAN, NEW MEXICO,
 FP0481'ALONG INTERSTATE 40.
 FP0481'
 FP0481'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 40 AND STATE
 FP0481'ROAD 412, GO 23.8 MILES WEST ON I-40 TO THE STATION ON THE RIGHT.
 FP0481'
 FP0481'THE STATION IS LOCATED ON A HIGH ROCK CUT, 44 FT. SOUTH OF THE
 FP0481'NORTH RIGHT OF WAY FENCE, 7 FT. SOUTH OF A SMALL CEDAR TREE,
 FP0481'AND 3 FT. SOUTH OF A WITNESS POST.
 FP0481'
 FP0481'THE MONUMENT IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 FP0481'BRASS DISK, STAMPED I-40-106, AND IS SET IN CONCRETE FLUSH WITH THE
 FP0481'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0480 ***********************************************************************
 FP0480  DESIGNATION -  I40 107
 FP0480  PID         -  FP0480
 FP0480  STATE/COUNTY-  NM/MCKINLEY
 FP0480  USGS QUAD   -  CINIZA (1995)
 FP0480
 FP0480                         *CURRENT SURVEY CONTROL
 FP0480  ___________________________________________________________________
 FP0480* NAD 83(1992)-  35 29 14.95728(N)    108 28 00.09025(W)     ADJUSTED  
 FP0480* NAVD 88     -      2106.0    (meters)    6909.     (feet)  VERTCON   
 FP0480  ___________________________________________________________________
 FP0480  LAPLACE CORR-           2.59  (seconds)                    DEFLEC99
 FP0480  GEOID HEIGHT-         -20.57  (meters)                     GEOID03
 FP0480
 FP0480  HORZ ORDER  -  SECOND
 FP0480
 FP0480.The horizontal coordinates were established by classical geodetic methods
 FP0480.and adjusted by the National Geodetic Survey in December 1993..
 FP0480
 FP0480.The NAVD 88 height was computed by applying the VERTCON shift value to
 FP0480.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FP0480
 FP0480.The Laplace correction was computed from DEFLEC99 derived deflections.
 FP0480
 FP0480.The geoid height was determined by GEOID03.
 FP0480
 FP0480;                    North         East     Units Scale Factor Converg.
 FP0480;SPC NM W     -   497,845.896   772,531.272   MT  0.99995735   -0 22 03.7
 FP0480;SPC NM W     - 1,633,349.41  2,534,546.35   sFT  0.99995735   -0 22 03.7
 FP0480;UTM  12      - 3,930,056.345   729,813.817   MT  1.00025089   +1 28 16.7
 FP0480
 FP0480!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FP0480!SPC NM W     -   0.99967278  x   0.99995735  =   0.99963014
 FP0480!UTM  12      -   0.99967278  x   1.00025089  =   0.99992358
 FP0480
 FP0480:                Primary Azimuth Mark                     Grid Az
 FP0480:SPC NM W     -  I40 108                                  285 44 53.8
 FP0480:UTM  12      -  I40 108                                  283 54 33.4
 FP0480
 FP0480|---------------------------------------------------------------------|
 FP0480| PID    Reference Object                     Distance      Geod. Az  |
 FP0480|                                                           dddmmss.s |
 FP0480| FP0479 I40 108                             APPROX. 2.2 KM 2852250.1 |
 FP0480|---------------------------------------------------------------------|
 FP0480
 FP0480                          SUPERSEDED SURVEY CONTROL
 FP0480
 FP0480  NAD 83(1992)-  35 29 14.95782(N)    108 28 00.09190(W) AD(       ) 2
 FP0480  NAD 83(1986)-  35 29 14.95802(N)    108 28 00.09243(W) AD(       ) 2
 FP0480  NAD 27      -  35 29 14.87460(N)    108 27 57.81602(W) AD(       ) 2
 FP0480  NGVD 29 (07/19/86) 2105.0    (m)         6906.     (f) VERT ANG       
 FP0480
 FP0480.Superseded values are not recommended for survey control.
 FP0480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0480.See file dsdata.txt to determine how the superseded data were derived.
 FP0480
 FP0480_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYE2981430056(NAD 83)
 FP0480_MARKER: DD = SURVEY DISK
 FP0480_SETTING: 0 = UNSPECIFIED SETTING
 FP0480_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FP0480
 FP0480  HISTORY     - Date     Condition        Report By
 FP0480  HISTORY     - 1971     MONUMENTED       NMHD
 FP0480
 FP0480                          STATION DESCRIPTION
 FP0480
 FP0480'DESCRIBED BY NM HIGHWAY DEPT 1971 (RGL)
 FP0480'THE STATION IS LOCATED ABOUT 37 MILES WEST OF MILAN, NEW MEXICO,
 FP0480'ALONG INTERSTATE 40.
 FP0480'
 FP0480'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 40 AND STATE
 FP0480'ROAD 412, GO 26.6 MILES WEST ON I-40 TO THE STATION ON THE RIGHT.
 FP0480'
 FP0480'THE STATION IS LOCATED ON A HIGH CUT, 19 FT. SOUTH OF THE NORTH
 FP0480'RIGHT OF WAY FENCE, AND 3 FT. SOUTH OF A WITNESS POST.
 FP0480'
 FP0480'THE MONUMENT IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 FP0480'BRASS DISK, STAMPED I-40-107, AND IS SET IN CONCRETE FLUSH WITH THE
 FP0480'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0479 ***********************************************************************
 FP0479  DESIGNATION -  I40 108
 FP0479  PID         -  FP0479
 FP0479  STATE/COUNTY-  NM/MCKINLEY
 FP0479  USGS QUAD   -  CINIZA (1995)
 FP0479
 FP0479                         *CURRENT SURVEY CONTROL
 FP0479  ___________________________________________________________________
 FP0479* NAD 83(1992)-  35 29 33.92464(N)    108 29 24.43767(W)     ADJUSTED  
 FP0479* NAVD 88     -      2089.3    (meters)    6855.     (feet)  VERTCON   
 FP0479  ___________________________________________________________________
 FP0479  LAPLACE CORR-           2.86  (seconds)                    DEFLEC99
 FP0479  GEOID HEIGHT-         -20.61  (meters)                     GEOID03
 FP0479
 FP0479  HORZ ORDER  -  SECOND
 FP0479
 FP0479.The horizontal coordinates were established by classical geodetic methods
 FP0479.and adjusted by the National Geodetic Survey in December 1993..
 FP0479
 FP0479.The NAVD 88 height was computed by applying the VERTCON shift value to
 FP0479.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FP0479
 FP0479.The Laplace correction was computed from DEFLEC99 derived deflections.
 FP0479
 FP0479.The geoid height was determined by GEOID03.
 FP0479
 FP0479;                    North         East     Units Scale Factor Converg.
 FP0479;SPC NM W     -   498,444.317   770,409.191   MT  0.99996041   -0 22 52.8
 FP0479;SPC NM W     - 1,635,312.73  2,527,584.15   sFT  0.99996041   -0 22 52.8
 FP0479;UTM  12      - 3,930,586.506   727,673.011   MT  1.00023882   +1 27 28.3
 FP0479
 FP0479!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FP0479!SPC NM W     -   0.99967541  x   0.99996041  =   0.99963583
 FP0479!UTM  12      -   0.99967541  x   1.00023882  =   0.99991415
 FP0479
 FP0479:                Primary Azimuth Mark                     Grid Az
 FP0479:SPC NM W     -  I40 109                                  293 58 14.0
 FP0479:UTM  12      -  I40 109                                  292 07 52.9
 FP0479
 FP0479|---------------------------------------------------------------------|
 FP0479| PID    Reference Object                     Distance      Geod. Az  |
 FP0479|                                                           dddmmss.s |
 FP0479| FP0537 I40 109                             APPROX. 5.0 KM 2933521.2 |
 FP0479|---------------------------------------------------------------------|
 FP0479
 FP0479                          SUPERSEDED SURVEY CONTROL
 FP0479
 FP0479  NAD 83(1992)-  35 29 33.92517(N)    108 29 24.43927(W) AD(       ) 2
 FP0479  NAD 83(1986)-  35 29 33.92540(N)    108 29 24.43982(W) AD(       ) 2
 FP0479  NAD 27      -  35 29 33.84202(N)    108 29 22.16104(W) AD(       ) 2
 FP0479  NGVD 29 (07/19/86) 2088.3    (m)         6851.     (f) VERT ANG       
 FP0479
 FP0479.Superseded values are not recommended for survey control.
 FP0479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0479.See file dsdata.txt to determine how the superseded data were derived.
 FP0479
 FP0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYE2767330587(NAD 83)
 FP0479_MARKER: DD = SURVEY DISK
 FP0479_SETTING: 0 = UNSPECIFIED SETTING
 FP0479_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FP0479
 FP0479  HISTORY     - Date     Condition        Report By
 FP0479  HISTORY     - 1971     MONUMENTED       NMHD
 FP0479
 FP0479                          STATION DESCRIPTION
 FP0479
 FP0479'DESCRIBED BY NM HIGHWAY DEPT 1971 (RGL)
 FP0479'THE STATION IS LOCATED ABOUT 40 MILES WEST OF MILAN, NEW MEXICO,
 FP0479'ALONG INTERSTATE 40.
 FP0479'
 FP0479'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 40 AND
 FP0479'STATE ROAD 412, GO 28.0 MILES WEST ON I-40 TO THE STATION ON THE
 FP0479'RIGHT, ON A CROSS ROAD BRIDGE.
 FP0479'
 FP0479'THE STATION IS LOCATED 1.5 FT. WEST OF THE NW WINGWALL OF THE
 FP0479'BRIDGE AND 2 FT. NORTH OF A WITNESS POST.
 FP0479'
 FP0479'THE MONUMENT IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 FP0479'BRASS DISK, STAMPED I-40-108, AND IS SET IN CONCRETE FLUSH WITH
 FP0479'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0537 ***********************************************************************
 FP0537  DESIGNATION -  I40 109
 FP0537  PID         -  FP0537
 FP0537  STATE/COUNTY-  NM/MCKINLEY
 FP0537  USGS QUAD   -  CHURCH ROCK (1979)
 FP0537
 FP0537                         *CURRENT SURVEY CONTROL
 FP0537  ___________________________________________________________________
 FP0537* NAD 83(1992)-  35 30 38.98083(N)    108 32 26.75665(W)     ADJUSTED  
 FP0537* NAVD 88     -      2061.7    (meters)    6764.     (feet)  VERTCON   
 FP0537  ___________________________________________________________________
 FP0537  LAPLACE CORR-           3.44  (seconds)                    DEFLEC99
 FP0537  GEOID HEIGHT-         -20.72  (meters)                     GEOID03
 FP0537
 FP0537  HORZ ORDER  -  SECOND
 FP0537
 FP0537.The horizontal coordinates were established by classical geodetic methods
 FP0537.and adjusted by the National Geodetic Survey in December 1993..
 FP0537
 FP0537.The NAVD 88 height was computed by applying the VERTCON shift value to
 FP0537.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FP0537
 FP0537.The Laplace correction was computed from DEFLEC99 derived deflections.
 FP0537
 FP0537.The geoid height was determined by GEOID03.
 FP0537
 FP0537;                    North         East     Units Scale Factor Converg.
 FP0537;SPC NM W     -   500,480.955   765,828.516   MT  0.99996740   -0 24 39.4
 FP0537;SPC NM W     - 1,641,994.60  2,512,555.72   sFT  0.99996740   -0 24 39.4
 FP0537;UTM  12      - 3,932,475.543   723,028.102   MT  1.00021301   +1 25 44.6
 FP0537
 FP0537!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FP0537!SPC NM W     -   0.99967976  x   0.99996740  =   0.99964717
 FP0537!UTM  12      -   0.99967976  x   1.00021301  =   0.99989270
 FP0537
 FP0537:                Primary Azimuth Mark                     Grid Az
 FP0537:SPC NM W     -  I40 110                                  292 05 23.3
 FP0537:UTM  12      -  I40 110                                  290 14 59.3
 FP0537
 FP0537|---------------------------------------------------------------------|
 FP0537| PID    Reference Object                     Distance      Geod. Az  |
 FP0537|                                                           dddmmss.s |
 FP0537| FP0536 I40 110                             APPROX. 3.1 KM 2914043.9 |
 FP0537|---------------------------------------------------------------------|
 FP0537
 FP0537                          SUPERSEDED SURVEY CONTROL
 FP0537
 FP0537  NAD 83(1992)-  35 30 38.98130(N)    108 32 26.75818(W) AD(       ) 2
 FP0537  NAD 83(1986)-  35 30 38.98163(N)    108 32 26.75881(W) AD(       ) 2
 FP0537  NAD 27      -  35 30 38.89864(N)    108 32 24.47457(W) AD(       ) 2
 FP0537  NGVD 29 (07/19/86) 2060.7    (m)         6761.     (f) VERT ANG       
 FP0537
 FP0537.Superseded values are not recommended for survey control.
 FP0537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0537.See file dsdata.txt to determine how the superseded data were derived.
 FP0537
 FP0537_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYE2302832476(NAD 83)
 FP0537_MARKER: DD = SURVEY DISK
 FP0537_SETTING: 0 = UNSPECIFIED SETTING
 FP0537_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FP0537
 FP0537  HISTORY     - Date     Condition        Report By
 FP0537  HISTORY     - 1972     MONUMENTED       NMHD
 FP0537
 FP0537                          STATION DESCRIPTION
 FP0537
 FP0537'DESCRIBED BY NM HIGHWAY DEPT 1972 (RGL)
 FP0537'THE STATION IS LOCATED ABOUT 11 MILES EAST OF GALLUP, ALONG
 FP0537'INTERSTATE 40.
 FP0537'
 FP0537'TO REACH THE STATION FROM THE AT+SF. RAILROAD DEPOT IN
 FP0537'GALLUP, GO EAST ON OLD U.S. HIGHWAY 66 FOR 11.7 MILES TO THE
 FP0537'STATION ON THE RIGHT AT THE SE. CORNER OF THE BRIDGE ON STATE ROAD
 FP0537'400 TO MC GAFFEY.
 FP0537'
 FP0537'THE STATION IS LOCATED 3 FT. EAST OF THE SE. WINGWALL AND 2
 FP0537'FT. NORTH OF A WITNESS POST.
 FP0537'
 FP0537'THE MONUMENT IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 FP0537'BRASS DISK, STAMPED I-40-109, AND IS SET IN CONCRETE FLUSH WITH
 FP0537'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1213 ***********************************************************************
 FO1213  DESIGNATION -  I40 11
 FO1213  PID         -  FO1213
 FO1213  STATE/COUNTY-  NM/BERNALILLO
 FO1213  USGS QUAD   -  ALBUQUERQUE EAST (1990)
 FO1213
 FO1213                         *CURRENT SURVEY CONTROL
 FO1213  ___________________________________________________________________
 FO1213* NAD 83(1992)-  35 06 20.60640(N)    106 36 15.15055(W)     ADJUSTED  
 FO1213* NAVD 88     -      1566.33   (+/-2cm)    5138.9    (feet)  VERTCON   
 FO1213  ___________________________________________________________________
 FO1213  LAPLACE CORR-           8.38  (seconds)                    DEFLEC99
 FO1213  GEOID HEIGHT-         -21.11  (meters)                     GEOID03
 FO1213
 FO1213  HORZ ORDER  -  SECOND
 FO1213  VERT ORDER  -  THIRD ? (See Below)
 FO1213
 FO1213.The horizontal coordinates were established by classical geodetic methods
 FO1213.and adjusted by the National Geodetic Survey in December 1993..
 FO1213
 FO1213.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1213.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1213.The vertical order pertains to the NGVD 29 superseded value.
 FO1213
 FO1213.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1213
 FO1213.The geoid height was determined by GEOID03.
 FO1213
 FO1213;                    North         East     Units Scale Factor Converg.
 FO1213;SPC NM C     -   455,359.627   467,709.760   MT  0.99991285   -0 12 13.3
 FO1213;SPC NM C     - 1,493,959.04  1,534,477.77   sFT  0.99991285   -0 12 13.3
 FO1213;UTM  13      - 3,885,944.810   353,795.335   MT  0.99986344   -0 55 21.8
 FO1213
 FO1213!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1213!SPC NM C     -   0.99975751  x   0.99991285  =   0.99967038
 FO1213!UTM  13      -   0.99975751  x   0.99986344  =   0.99962099
 FO1213
 FO1213:                Primary Azimuth Mark                     Grid Az
 FO1213:SPC NM C     -  I40 12                                   297 26 49.7
 FO1213:UTM  13      -  I40 12                                   298 09 58.2
 FO1213
 FO1213|---------------------------------------------------------------------|
 FO1213| PID    Reference Object                     Distance      Geod. Az  |
 FO1213|                                                           dddmmss.s |
 FO1213| FO1257 I40 12                              APPROX. 0.8 KM 2971436.4 |
 FO1213|---------------------------------------------------------------------|
 FO1213
 FO1213                          SUPERSEDED SURVEY CONTROL
 FO1213
 FO1213  NAD 83(1986)-  35 06 20.61211(N)    106 36 15.15183(W) AD(       ) 2
 FO1213  NAD 27      -  35 06 20.44663(N)    106 36 13.06287(W) AD(       ) 2
 FO1213  NGVD 29 (07/19/86) 1565.50   (m)         5136.1    (f) LEVELING    3  
 FO1213
 FO1213.Superseded values are not recommended for survey control.
 FO1213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1213.See file dsdata.txt to determine how the superseded data were derived.
 FO1213
 FO1213_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU5379585945(NAD 83)
 FO1213_MARKER: DD = SURVEY DISK
 FO1213_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FO1213_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FO1213_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO1213+STABILITY: SURFACE MOTION
 FO1213
 FO1213  HISTORY     - Date     Condition        Report By
 FO1213  HISTORY     - 1969     MONUMENTED       NMHD
 FO1213  HISTORY     - 20040916 MARK NOT FOUND   GEOCAC
 FO1213
 FO1213                          STATION DESCRIPTION
 FO1213
 FO1213'DESCRIBED BY NM HIGHWAY DEPT 1969 (SRC)
 FO1213'THE STATION IS LOCATED IN THE CENTER OF THE MEDIAN ON CARLISLE
 FO1213'BLVD JUST NORTH OF THE CARLISLE BRIDGE OVER I-40.
 FO1213'
 FO1213'TO REACH THE STATION FROM THE INTERSECTION OF CENTRAL AND
 FO1213'THE RAILROAD TRACKS (DOWNTOWN ALBUQUERQUE) GO EAST ON CENTRAL
 FO1213'(U.S.-66) FOR APPROXIMATELY 1.86 MILE TO THE INTERSECTION
 FO1213'OF CARLISLE BLVD. AND CENTRAL.  TURN NORTH ON CARLISLE AND
 FO1213'TRAVEL NORTH FOR APPROXIMATELY 1.80 MILE.  THE POINT IS IN
 FO1213'THE CENTER OF THE MEDIAN APPROXIMATELY 10 FT NORTH OF THE
 FO1213'SOUTH MEDIAN NOISE JUST NORTH OF THE CARLISLE BRIDGE OVER
 FO1213'I-40.
 FO1213'
 FO1213'THE MONUMENT IS A STANDARD STATE HIGHWAY COMMISSION DISK
 FO1213'STAMPED STA. I-40-11, AND IS FLUSH WITH THE GROUND.
 FO1213'
 FO1213'FOR THE INFORMATION TO THE STATIONS I-40-10 AND I-40-12, SEE
 FO1213'THE TRAVERSE DESCRIPTION SHEETS FOR I-40-10 AND I-40-12.
 FO1213
 FO1213                          STATION RECOVERY (2004)
 FO1213
 FO1213'RECOVERY NOTE BY GEOCACHING 2004 (BMC)
 FO1213'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0536 ***********************************************************************
 FP0536  DESIGNATION -  I40 110
 FP0536  PID         -  FP0536
 FP0536  STATE/COUNTY-  NM/MCKINLEY
 FP0536  USGS QUAD   -  CHURCH ROCK (1979)
 FP0536
 FP0536                         *CURRENT SURVEY CONTROL
 FP0536  ___________________________________________________________________
 FP0536* NAD 83(1992)-  35 31 16.41856(N)    108 34 22.00130(W)     ADJUSTED  
 FP0536* NAVD 88     -      2042.2    (meters)    6700.     (feet)  VERTCON   
 FP0536  ___________________________________________________________________
 FP0536  LAPLACE CORR-           3.61  (seconds)                    DEFLEC99
 FP0536  GEOID HEIGHT-         -20.79  (meters)                     GEOID03
 FP0536
 FP0536  HORZ ORDER  -  SECOND
 FP0536
 FP0536.The horizontal coordinates were established by classical geodetic methods
 FP0536.and adjusted by the National Geodetic Survey in December 1993..
 FP0536
 FP0536.The NAVD 88 height was computed by applying the VERTCON shift value to
 FP0536.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FP0536
 FP0536.The Laplace correction was computed from DEFLEC99 derived deflections.
 FP0536
 FP0536.The geoid height was determined by GEOID03.
 FP0536
 FP0536;                    North         East     Units Scale Factor Converg.
 FP0536;SPC NM W     -   501,656.000   762,933.257   MT  0.99997208   -0 25 46.7
 FP0536;SPC NM W     - 1,645,849.73  2,503,056.86   sFT  0.99997208   -0 25 46.7
 FP0536;UTM  12      - 3,933,557.263   720,095.913   MT  1.00019700   +1 24 38.9
 FP0536
 FP0536!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FP0536!SPC NM W     -   0.99968283  x   0.99997208  =   0.99965492
 FP0536!UTM  12      -   0.99968283  x   1.00019700  =   0.99987977
 FP0536
 FP0536:                Primary Azimuth Mark                     Grid Az
 FP0536:SPC NM W     -  I40 109                                  112 05 23.6
 FP0536:UTM  12      -  I40 109                                  110 14 58.0
 FP0536
 FP0536|---------------------------------------------------------------------|
 FP0536| PID    Reference Object                     Distance      Geod. Az  |
 FP0536|                                                           dddmmss.s |
 FP0536| FP0537 I40 109                             APPROX. 3.1 KM 1113936.9 |
 FP0536|---------------------------------------------------------------------|
 FP0536
 FP0536                          SUPERSEDED SURVEY CONTROL
 FP0536
 FP0536  NAD 83(1992)-  35 31 16.41900(N)    108 34 22.00277(W) AD(       ) 2
 FP0536  NAD 83(1986)-  35 31 16.41937(N)    108 34 22.00343(W) AD(       ) 2
 FP0536  NAD 27      -  35 31 16.33689(N)    108 34 19.71583(W) AD(       ) 2
 FP0536  NGVD 29 (07/19/86) 2041.2    (m)         6697.     (f) VERT ANG       
 FP0536
 FP0536.Superseded values are not recommended for survey control.
 FP0536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0536.See file dsdata.txt to determine how the superseded data were derived.
 FP0536
 FP0536_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYE2009633557(NAD 83)
 FP0536_MARKER: DD = SURVEY DISK
 FP0536_SETTING: 0 = UNSPECIFIED SETTING
 FP0536_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FP0536
 FP0536  HISTORY     - Date     Condition        Report By
 FP0536  HISTORY     - 1972     MONUMENTED       NMHD
 FP0536
 FP0536                          STATION DESCRIPTION
 FP0536
 FP0536'DESCRIBED BY NM HIGHWAY DEPT 1972 (RGL)
 FP0536'THE STATION IS LOCATED ABOUT 10 MILES EAST OF GALLUP ON INTERSTATE
 FP0536'40.
 FP0536'
 FP0536'TO REACH THE STATION FROM THE AT+SF. RAILROAD DEPOT IN
 FP0536'GALLUP, GO EAST FOR 9.7 MILES TO THE STATION ON THE LEFT IN THE
 FP0536'MEDIAN ON THE WEST SIDE OF A LARGE CONCRETE CULVERT NO. 6534 AND
 FP0536'OPPOSITE THE FT. WINGATE WATER TOWER.
 FP0536'
 FP0536'THE STATION IS LOCATED BETWEEN A GUARD RAIL AND CONCRETE WALL AND
 FP0536'3 FT. NORTH OF A WITNESS POST.
 FP0536'
 FP0536'THE MONUMENT IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 FP0536'BRASS DISK, STAMPED I-40-110 AND IS SET IN CONCRETE FLUSH WITH
 FP0536'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0535 ***********************************************************************
 FP0535  DESIGNATION -  I40 111
 FP0535  PID         -  FP0535
 FP0535  STATE/COUNTY-  NM/MCKINLEY
 FP0535  USGS QUAD   -  CHURCH ROCK (1979)
 FP0535
 FP0535                         *CURRENT SURVEY CONTROL
 FP0535  ___________________________________________________________________
 FP0535* NAD 83(1992)-  35 31 58.43571(N)    108 36 23.52704(W)     ADJUSTED  
 FP0535* NAVD 88     -      2036.8    (meters)    6682.     (feet)  VERTCON   
 FP0535  ___________________________________________________________________
 FP0535  LAPLACE CORR-           3.79  (seconds)                    DEFLEC99
 FP0535  GEOID HEIGHT-         -20.87  (meters)                     GEOID03
 FP0535
 FP0535  HORZ ORDER  -  SECOND
 FP0535
 FP0535.The horizontal coordinates were established by classical geodetic methods
 FP0535.and adjusted by the National Geodetic Survey in December 1993..
 FP0535
 FP0535.The NAVD 88 height was computed by applying the VERTCON shift value to
 FP0535.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FP0535
 FP0535.The Laplace correction was computed from DEFLEC99 derived deflections.
 FP0535
 FP0535.The geoid height was determined by GEOID03.
 FP0535
 FP0535;                    North         East     Units Scale Factor Converg.
 FP0535;SPC NM W     -   502,974.363   759,881.620   MT  0.99997723   -0 26 57.8
 FP0535;SPC NM W     - 1,650,175.06  2,493,044.95   sFT  0.99997723   -0 26 57.8
 FP0535;UTM  12      - 3,934,777.187   717,002.842   MT  1.00018033   +1 23 29.6
 FP0535
 FP0535!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FP0535!SPC NM W     -   0.99968369  x   0.99997723  =   0.99966093
 FP0535!UTM  12      -   0.99968369  x   1.00018033  =   0.99986396
 FP0535
 FP0535:                Primary Azimuth Mark                     Grid Az
 FP0535:SPC NM W     -  ERIC                                     137 32 21.0
 FP0535:UTM  12      -  ERIC                                     135 41 53.6
 FP0535
 FP0535|---------------------------------------------------------------------|
 FP0535| PID    Reference Object                     Distance      Geod. Az  |
 FP0535|                                                           dddmmss.s |
 FP0535| FP0532 ERIC                                APPROX. 3.5 KM 1370523.2 |
 FP0535|---------------------------------------------------------------------|
 FP0535
 FP0535                          SUPERSEDED SURVEY CONTROL
 FP0535
 FP0535  NAD 83(1992)-  35 31 58.43610(N)    108 36 23.52845(W) AD(       ) 2
 FP0535  NAD 83(1986)-  35 31 58.43651(N)    108 36 23.52914(W) AD(       ) 2
 FP0535  NAD 27      -  35 31 58.35515(N)    108 36 21.23772(W) AD(       ) 2
 FP0535  NGVD 29 (07/19/86) 2035.8    (m)         6679.     (f) VERT ANG       
 FP0535
 FP0535.Superseded values are not recommended for survey control.
 FP0535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0535.See file dsdata.txt to determine how the superseded data were derived.
 FP0535
 FP0535_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYE1700334777(NAD 83)
 FP0535_MARKER: DD = SURVEY DISK
 FP0535_SETTING: 0 = UNSPECIFIED SETTING
 FP0535_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FP0535
 FP0535  HISTORY     - Date     Condition        Report By
 FP0535  HISTORY     - 1972     MONUMENTED       NMHD
 FP0535
 FP0535                          STATION DESCRIPTION
 FP0535
 FP0535'DESCRIBED BY NM HIGHWAY DEPT 1972 (RGL)
 FP0535'THE STATION IS LOCATED ABOUT 1 MILE SW. OF CHURCH ROCK.
 FP0535'
 FP0535'TO REACH THE STATION FROM THE AT+SF. RAILROAD DEPOT IN
 FP0535'GALLUP, GO EAST ON OLD U.S. HIGHWAY 66 FOR 4.0 MILES TO A FRONTAGE
 FP0535'ROAD.  TURN LEFT ONTO FRONTAGE ROAD AND GO 3.6 MILES TO STATE
 FP0535'ROAD 566 ON THE LEFT.  TURN LEFT AND GO NORTH ON STATE ROAD 566
 FP0535'FOR 0.2 MILES TO THE STATION ON THE RIGHT AT THE NE CORNER OF
 FP0535'RAILROAD OVERPASS.  THE STATION IS 1.5 FT. EAST OF THE NE
 FP0535'WINGWALL OF THE OVERPASS.
 FP0535'
 FP0535'THE MONUMENT IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 FP0535'BRASS DISK STAMPED I-40-111 AND IS SET IN CONCRETE FLUSH WITH
 FP0535'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0542 ***********************************************************************
 FP0542  DESIGNATION -  I40 112
 FP0542  PID         -  FP0542
 FP0542  STATE/COUNTY-  NM/MCKINLEY
 FP0542  USGS QUAD   -  GALLUP EAST (1979)
 FP0542
 FP0542                         *CURRENT SURVEY CONTROL
 FP0542  ___________________________________________________________________
 FP0542* NAD 83(1992)-  35 32 02.75371(N)    108 38 54.72435(W)     ADJUSTED  
 FP0542* NAVD 88     -      2018.2    (meters)    6621.     (feet)  VERTCON   
 FP0542  ___________________________________________________________________
 FP0542  LAPLACE CORR-           3.36  (seconds)                    DEFLEC99
 FP0542  GEOID HEIGHT-         -20.96  (meters)                     GEOID03
 FP0542
 FP0542  HORZ ORDER  -  SECOND
 FP0542
 FP0542.The horizontal coordinates were established by classical geodetic methods
 FP0542.and adjusted by the National Geodetic Survey in December 1993..
 FP0542
 FP0542.The NAVD 88 height was computed by applying the VERTCON shift value to
 FP0542.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FP0542
 FP0542.The Laplace correction was computed from DEFLEC99 derived deflections.
 FP0542
 FP0542.The geoid height was determined by GEOID03.
 FP0542
 FP0542;                    North         East     Units Scale Factor Converg.
 FP0542;SPC NM W     -   503,138.120   756,073.906   MT  0.99998399   -0 28 25.7
 FP0542;SPC NM W     - 1,650,712.32  2,480,552.47   sFT  0.99998399   -0 28 25.7
 FP0542;UTM  12      - 3,934,818.544   713,191.110   MT  1.00016012   +1 22 01.8
 FP0542
 FP0542!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FP0542!SPC NM W     -   0.99968661  x   0.99998399  =   0.99967060
 FP0542!UTM  12      -   0.99968661  x   1.00016012  =   0.99984668
 FP0542
 FP0542:                Primary Azimuth Mark                     Grid Az
 FP0542:SPC NM W     -  I40 113                                  262 46 59.7
 FP0542:UTM  12      -  I40 113                                  260 56 32.2
 FP0542
 FP0542|---------------------------------------------------------------------|
 FP0542| PID    Reference Object                     Distance      Geod. Az  |
 FP0542|                                                           dddmmss.s |
 FP0542| FP0544 I40 113                             APPROX. 3.8 KM 2621834.0 |
 FP0542|---------------------------------------------------------------------|
 FP0542
 FP0542                          SUPERSEDED SURVEY CONTROL
 FP0542
 FP0542  NAD 83(1992)-  35 32 02.75406(N)    108 38 54.72566(W) AD(       ) 2
 FP0542  NAD 83(1986)-  35 32 02.75447(N)    108 38 54.72642(W) AD(       ) 2
 FP0542  NAD 27      -  35 32 02.67513(N)    108 38 52.43038(W) AD(       ) 2
 FP0542  NGVD 29 (07/19/86) 2017.3    (m)         6618.     (f) VERT ANG       
 FP0542
 FP0542.Superseded values are not recommended for survey control.
 FP0542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0542.See file dsdata.txt to determine how the superseded data were derived.
 FP0542
 FP0542_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYE1319134819(NAD 83)
 FP0542_MARKER: DD = SURVEY DISK
 FP0542_SETTING: 0 = UNSPECIFIED SETTING
 FP0542_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FP0542
 FP0542  HISTORY     - Date     Condition        Report By
 FP0542  HISTORY     - 1972     MONUMENTED       NMHD
 FP0542
 FP0542                          STATION DESCRIPTION
 FP0542
 FP0542'DESCRIBED BY NM HIGHWAY DEPT 1972 (RGL)
 FP0542'THE STATION IS LOCATED AT THE EAST EDGE OF GALLUP, NEW MEXICO.
 FP0542'
 FP0542'TO REACH THE STATION FROM THE AT+SF. RAILROAD DEPOT IN
 FP0542'GALLUP, GO EAST ON OLD U.S. 66 FOR 4.0 MILES TO A FRONTAGE
 FP0542'ROAD.  TURN LEFT ONTO FRONTAGE ROAD AND GO 1.3 MILES TO PAVED ROAD
 FP0542'ON LEFT GOING TO EL PASO NATURAL GAS PLANT.  TURN LEFT AND GO
 FP0542'NORTH FOR 0.1 MILE TO THE STATION ON THE RIGHT AT THE NE. CORNER
 FP0542'OF RAILROAD OVERPASS.
 FP0542'
 FP0542'THE STATION IS 6 FT. NORTH OF WINGWALL, 5 FT. EAST OF WINGWALL,
 FP0542'2 FT. EAST OF ASPHALT CURB, AND 3.5 FT. NORTH OF A WITNESS POST.
 FP0542'
 FP0542'THE MONUMENT IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 FP0542'BRASS DISK, STAMPED I-40-112, AND IS SET IN CONCRETE FLUSH WITH
 FP0542'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0544 ***********************************************************************
 FP0544  DESIGNATION -  I40 113
 FP0544  PID         -  FP0544
 FP0544  STATE/COUNTY-  NM/MCKINLEY
 FP0544  USGS QUAD   -  GALLUP EAST (1979)
 FP0544
 FP0544                         *CURRENT SURVEY CONTROL
 FP0544  ___________________________________________________________________
 FP0544* NAD 83(1992)-  35 31 46.09596(N)    108 41 25.39162(W)     ADJUSTED  
 FP0544* NAVD 88     -      2004.2    (meters)    6575.     (feet)  VERTCON   
 FP0544  ___________________________________________________________________
 FP0544  LAPLACE CORR-           3.05  (seconds)                    DEFLEC99
 FP0544  GEOID HEIGHT-         -21.07  (meters)                     GEOID03
 FP0544
 FP0544  HORZ ORDER  -  SECOND
 FP0544
 FP0544.The horizontal coordinates were established by classical geodetic methods
 FP0544.and adjusted by the National Geodetic Survey in December 1993..
 FP0544
 FP0544.The NAVD 88 height was computed by applying the VERTCON shift value to
 FP0544.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FP0544
 FP0544.The Laplace correction was computed from DEFLEC99 derived deflections.
 FP0544
 FP0544.The geoid height was determined by GEOID03.
 FP0544
 FP0544;                    North         East     Units Scale Factor Converg.
 FP0544;SPC NM W     -   502,656.952   752,274.024   MT  0.99999109   -0 29 53.1
 FP0544;SPC NM W     - 1,649,133.68  2,468,085.69   sFT  0.99999109   -0 29 53.1
 FP0544;UTM  12      - 3,934,215.462   709,408.030   MT  1.00014042   +1 20 33.6
 FP0544
 FP0544!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FP0544!SPC NM W     -   0.99968884  x   0.99999109  =   0.99967993
 FP0544!UTM  12      -   0.99968884  x   1.00014042  =   0.99982921
 FP0544
 FP0544:                Primary Azimuth Mark                     Grid Az
 FP0544:SPC NM W     -  I40 112                                  082 46 59.5
 FP0544:UTM  12      -  I40 112                                  080 56 32.8
 FP0544
 FP0544|---------------------------------------------------------------------|
 FP0544| PID    Reference Object                     Distance      Geod. Az  |
 FP0544|                                                           dddmmss.s |
 FP0544| FP0542 I40 112                             APPROX. 3.8 KM 0821706.4 |
 FP0544|---------------------------------------------------------------------|
 FP0544
 FP0544                          SUPERSEDED SURVEY CONTROL
 FP0544
 FP0544  NAD 83(1992)-  35 31 46.09627(N)    108 41 25.39283(W) AD(       ) 2
 FP0544  NAD 83(1986)-  35 31 46.09666(N)    108 41 25.39366(W) AD(       ) 2
 FP0544  NAD 27      -  35 31 46.01736(N)    108 41 23.09305(W) AD(       ) 2
 FP0544  NGVD 29 (07/19/86) 2003.2    (m)         6572.     (f) VERT ANG       
 FP0544
 FP0544.Superseded values are not recommended for survey control.
 FP0544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0544.See file dsdata.txt to determine how the superseded data were derived.
 FP0544
 FP0544_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYE0940834215(NAD 83)
 FP0544_MARKER: DD = SURVEY DISK
 FP0544_SETTING: 0 = UNSPECIFIED SETTING
 FP0544_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FP0544_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FP0544+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2004
 FP0544
 FP0544  HISTORY     - Date     Condition        Report By
 FP0544  HISTORY     - 1972     MONUMENTED       NMHD
 FP0544  HISTORY     - 20040319 GOOD             INDIV
 FP0544
 FP0544                          STATION DESCRIPTION
 FP0544
 FP0544'DESCRIBED BY NM HIGHWAY DEPT 1972 (RGL)
 FP0544'THE STATION IS LOCATED IN GALLUP ON THE EAST SIDE OF TOWN ON OLD
 FP0544'U.S. 66.
 FP0544'
 FP0544'TO REACH THE STATION FROM THE AT+SF. RAILROAD DEPOT IN
 FP0544'GALLUP, GO EAST ON OLD U.S. HIGHWAY 66 FOR 2.9 MILES TO THE STATION
 FP0544'ON THE LEFT.
 FP0544'
 FP0544'THE STATION IS LOCATED UNDER A TELEPHONE LINE, 35 FT. SOUTH OF
 FP0544'RAILROAD TRACKS, NORTH OF TWO TWIN BLUE SPRUCE TREES, 3 FT. NW. OF
 FP0544'A TELEPHONE POLE (NO. 20 STAMPED ON IT) AND 3 FT. SOUTH OF A
 FP0544'WITNESS POST.
 FP0544'
 FP0544'THE MONUMENT IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 FP0544'BRASS DISK, STAMPED I-40-113, AND IS SET IN CONCRETE FLUSH WITH
 FP0544'THE GROUND.
 FP0544
 FP0544                          STATION RECOVERY (2004)
 FP0544
 FP0544'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (MWD)
 FP0544'FOUND IN GOOD CONDITION, SET METAL TEE POST AS GUARD STAKE TWO FEET
 FP0544'NORTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0543 ***********************************************************************
 FP0543  DESIGNATION -  I40 113A
 FP0543  PID         -  FP0543
 FP0543  STATE/COUNTY-  NM/MCKINLEY
 FP0543  USGS QUAD   -  GALLUP EAST (1979)
 FP0543
 FP0543                         *CURRENT SURVEY CONTROL
 FP0543  ___________________________________________________________________
 FP0543* NAD 83(1992)-  35 30 58.97277(N)    108 37 48.17214(W)     ADJUSTED  
 FP0543* NAVD 88     -      2091.8    (meters)    6863.     (feet)  VERTCON   
 FP0543  ___________________________________________________________________
 FP0543  LAPLACE CORR-           3.51  (seconds)                    DEFLEC99
 FP0543  GEOID HEIGHT-         -20.94  (meters)                     GEOID03
 FP0543
 FP0543  HORZ ORDER  -  SECOND
 FP0543
 FP0543.The horizontal coordinates were established by classical geodetic methods
 FP0543.and adjusted by the National Geodetic Survey in December 1993..
 FP0543
 FP0543.The NAVD 88 height was computed by applying the VERTCON shift value to
 FP0543.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FP0543
 FP0543.The Laplace correction was computed from DEFLEC99 derived deflections.
 FP0543
 FP0543.The geoid height was determined by GEOID03.
 FP0543
 FP0543;                    North         East     Units Scale Factor Converg.
 FP0543;SPC NM W     -   501,158.818   757,734.518   MT  0.99998100   -0 27 46.3
 FP0543;SPC NM W     - 1,644,218.56  2,486,000.66   sFT  0.99998100   -0 27 46.3
 FP0543;UTM  12      - 3,932,893.249   714,914.751   MT  1.00016922   +1 22 38.3
 FP0543
 FP0543!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FP0543!SPC NM W     -   0.99967507  x   0.99998100  =   0.99965608
 FP0543!UTM  12      -   0.99967507  x   1.00016922  =   0.99984424
 FP0543
 FP0543:                Primary Azimuth Mark                     Grid Az
 FP0543:SPC NM W     -  ERIC                                     099 48 36.1
 FP0543:UTM  12      -  ERIC                                     097 58 11.5
 FP0543
 FP0543|---------------------------------------------------------------------|
 FP0543| PID    Reference Object                     Distance      Geod. Az  |
 FP0543|                                                           dddmmss.s |
 FP0543| FP0532 ERIC                                APPROX. 4.6 KM 0992049.8 |
 FP0543|---------------------------------------------------------------------|
 FP0543
 FP0543                          SUPERSEDED SURVEY CONTROL
 FP0543
 FP0543  NAD 83(1992)-  35 30 58.97313(N)    108 37 48.17345(W) AD(       ) 2
 FP0543  NAD 83(1986)-  35 30 58.97348(N)    108 37 48.17422(W) AD(       ) 2
 FP0543  NAD 27      -  35 30 58.89293(N)    108 37 45.87908(W) AD(       ) 2
 FP0543  NGVD 29 (07/19/86) 2090.8    (m)         6860.     (f) VERT ANG       
 FP0543
 FP0543.Superseded values are not recommended for survey control.
 FP0543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0543.See file dsdata.txt to determine how the superseded data were derived.
 FP0543
 FP0543_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYE1491532893(NAD 83)
 FP0543_MARKER: DD = SURVEY DISK
 FP0543_SETTING: 0 = UNSPECIFIED SETTING
 FP0543_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FP0543
 FP0543  HISTORY     - Date     Condition        Report By
 FP0543  HISTORY     - 1972     MONUMENTED       NMHD
 FP0543
 FP0543                          STATION DESCRIPTION
 FP0543
 FP0543'DESCRIBED BY NM HIGHWAY DEPT 1972 (RGL)
 FP0543'THE STATION IS LOCATED ABOUT 6 MILES EAST OF GALLUP.
 FP0543'
 FP0543'TO REACH THE STATION FROM THE AF+SF. RAILROAD DEPOT IN
 FP0543'GALLUP, GO EAST ON OLD U.S. HIGHWAY 66 FOR 4.0 MILES TO A FRONTAGE
 FP0543'ROAD.  TURN LEFT ONTO FRONTAGE ROAD AND GO 2.3 MILES TO ROAD GOING
 FP0543'THROUGH CONCRETE BOX CULVERT UNDER I-40 ON THE RIGHT.  TURN RIGHT
 FP0543'AND GO SOUTH FOLLOWING DIRT ROAD FOR 0.9 MILE TO FORK.  TAKE LEFT
 FP0543'FORK AND GO 0.1 MILE TO DIM TRACK ROAD ON LEFT.  TURN SHARP LEFT
 FP0543'AND FOLLOW TRACK ROAD FOR 0.1 MILE TO STATION ON THE RIGHT.
 FP0543'
 FP0543'THE STATION IS AT THE EDGE OF A HILL ABOUT 80 FT. RIGHT OF THE
 FP0543'ROAD AND 25 FT. EAST OF A JUNIPER TREE.
 FP0543'
 FP0543'THE MONUMENT IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 FP0543'BRASS DISK STAMPED I-40-113A AND IS SET IN CONCRETE FLUSH WITH
 FP0543'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0547 ***********************************************************************
 FP0547  DESIGNATION -  I40 114
 FP0547  PID         -  FP0547
 FP0547  STATE/COUNTY-  NM/MCKINLEY
 FP0547  USGS QUAD   -  GALLUP EAST (1979)
 FP0547
 FP0547                         *CURRENT SURVEY CONTROL
 FP0547  ___________________________________________________________________
 FP0547* NAD 83(1992)-  35 32 23.77350(N)    108 44 40.25453(W)     ADJUSTED  
 FP0547* NAVD 88     -      2042.7    (meters)    6702.     (feet)  VERTCON   
 FP0547  ___________________________________________________________________
 FP0547  LAPLACE CORR-           2.84  (seconds)                    DEFLEC99
 FP0547  GEOID HEIGHT-         -21.17  (meters)                     GEOID03
 FP0547
 FP0547  HORZ ORDER  -  SECOND
 FP0547
 FP0547.The horizontal coordinates were established by classical geodetic methods
 FP0547.and adjusted by the National Geodetic Survey in December 1993..
 FP0547
 FP0547.The NAVD 88 height was computed by applying the VERTCON shift value to
 FP0547.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FP0547
 FP0547.The Laplace correction was computed from DEFLEC99 derived deflections.
 FP0547
 FP0547.The geoid height was determined by GEOID03.
 FP0547
 FP0547;                    North         East     Units Scale Factor Converg.
 FP0547;SPC NM W     -   503,862.132   747,375.715   MT  1.00000077   -0 31 46.8
 FP0547;SPC NM W     - 1,653,087.68  2,452,015.16   sFT  1.00000077   -0 31 46.8
 FP0547;UTM  12      - 3,935,262.799   704,472.883   MT  1.00011524   +1 18 41.4
 FP0547
 FP0547!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FP0547!SPC NM W     -   0.99968280  x   1.00000077  =   0.99968357
 FP0547!UTM  12      -   0.99968280  x   1.00011524  =   0.99979800
 FP0547
 FP0547:                Primary Azimuth Mark                     Grid Az
 FP0547:SPC NM W     -  I40 115                                  242 55 57.9
 FP0547:UTM  12      -  I40 115                                  241 05 29.7
 FP0547
 FP0547|---------------------------------------------------------------------|
 FP0547| PID    Reference Object                     Distance      Geod. Az  |
 FP0547|                                                           dddmmss.s |
 FP0547| FP0559 I40 115                             APPROX. 5.0 KM 2422411.1 |
 FP0547|---------------------------------------------------------------------|
 FP0547
 FP0547                          SUPERSEDED SURVEY CONTROL
 FP0547
 FP0547  NAD 83(1992)-  35 32 23.77373(N)    108 44 40.25564(W) AD(       ) 2
 FP0547  NAD 83(1986)-  35 32 23.77412(N)    108 44 40.25655(W) AD(       ) 2
 FP0547  NAD 27      -  35 32 23.69302(N)    108 44 37.95065(W) AD(       ) 2
 FP0547  NGVD 29 (07/19/86) 2041.8    (m)         6699.     (f) VERT ANG       
 FP0547
 FP0547.Superseded values are not recommended for survey control.
 FP0547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0547.See file dsdata.txt to determine how the superseded data were derived.
 FP0547
 FP0547_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYE0447335263(NAD 83)
 FP0547_MARKER: DD = SURVEY DISK
 FP0547_SETTING: 0 = UNSPECIFIED SETTING
 FP0547_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FP0547
 FP0547  HISTORY     - Date     Condition        Report By
 FP0547  HISTORY     - 1972     MONUMENTED       NMHD
 FP0547  HISTORY     - 1972     GOOD             NGS
 FP0547
 FP0547                          STATION DESCRIPTION
 FP0547
 FP0547'DESCRIBED BY NM HIGHWAY DEPT 1972 (RGL)
 FP0547'THE STATION IS LOCATED AT THE NORTHERLY EDGE OF GALLUP ON A HIGH
 FP0547'HILL BY A LARGE WATER TANK.
 FP0547'
 FP0547'TO REACH THE STATION FROM THE AT+SF RAILROAD DEPOT IN GALLUP,
 FP0547'GO WEST ON OLD U.S. HIGHWAY 66 FOR 0.3 MILE TO THE INTERSECTION OF
 FP0547'U.S. 666 NORTH.  TURN RIGHT ONTO U.S. 666 NORTH (2ND. ST.) AND GO
 FP0547'NORTH FOR 0.5 MILE TO LINCOLN AVE.  TURN RIGHT ONTO LINCOLN AND GO
 FP0547'0.2 MILE TO STRONG.  TURN LEFT ONTO STRONG AND GO 0.35 MILE.
 FP0547'THEN TAKE A DIRT ROAD TO THE LEFT ALONG THE BOTTOM OF A SANDSTONE
 FP0547'BLUFF FOR 0.05 MILE TO THE STATION ON THE RIGHT.
 FP0547'
 FP0547'THE STATION IS LOCATED ABOUT 100 FT. TO THE RIGHT (EAST) ALONG
 FP0547'THE CREST OF THE BLUFF.  IT IS ALSO ABOUT 200 FT. WEST OF A WATER
 FP0547'TANK.
 FP0547'
 FP0547'THE MONUMENT IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 FP0547'BRASS DISK STAMPED I-40-114 AND IS SET IN CONCRETE FLUSH WITH THE
 FP0547'GROUND.
 FP0547
 FP0547                          STATION RECOVERY (1972)
 FP0547
 FP0547'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (CWW)
 FP0547'THE STATION WAS RECOVERED AS DESCRIBED AND WAS IN GOOD CONDITION.
 FP0547'
 FP0547'HEIGHT OF LIGHT ABOVE STATION MARK 5.0 FEET.
 FP0547'
 FP0547'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 FP0547'3/4 MILES (NORTH) OF GALLUP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0559 ***********************************************************************
 FP0559  DESIGNATION -  I40 115
 FP0559  PID         -  FP0559
 FP0559  STATE/COUNTY-  NM/MCKINLEY
 FP0559  USGS QUAD   -  GALLUP WEST (1979)
 FP0559
 FP0559                         *CURRENT SURVEY CONTROL
 FP0559  ___________________________________________________________________
 FP0559* NAD 83(1992)-  35 31 09.01291(N)    108 47 35.11174(W)     ADJUSTED  
 FP0559* NAVD 88     -      1998.2    (meters)    6556.     (feet)  VERTCON   
 FP0559  ___________________________________________________________________
 FP0559  LAPLACE CORR-           2.27  (seconds)                    DEFLEC99
 FP0559  GEOID HEIGHT-         -21.29  (meters)                     GEOID03
 FP0559
 FP0559  HORZ ORDER  -  SECOND
 FP0559
 FP0559.The horizontal coordinates were established by classical geodetic methods
 FP0559.and adjusted by the National Geodetic Survey in December 1993..
 FP0559
 FP0559.The NAVD 88 height was computed by applying the VERTCON shift value to
 FP0559.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FP0559
 FP0559.The Laplace correction was computed from DEFLEC99 derived deflections.
 FP0559
 FP0559.The geoid height was determined by GEOID03.
 FP0559
 FP0559;                    North         East     Units Scale Factor Converg.
 FP0559;SPC NM W     -   501,599.937   742,948.785   MT  1.00001002   -0 33 27.5
 FP0559;SPC NM W     - 1,645,665.79  2,437,491.14   sFT  1.00001002   -0 33 27.5
 FP0559;UTM  12      - 3,932,859.337   700,120.469   MT  1.00009354   +1 16 57.3
 FP0559
 FP0559!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FP0559!SPC NM W     -   0.99968980  x   1.00001002  =   0.99969981
 FP0559!UTM  12      -   0.99968980  x   1.00009354  =   0.99978331
 FP0559
 FP0559:                Primary Azimuth Mark                     Grid Az
 FP0559:SPC NM W     -  NM 32 R1                                 091 09 07.5
 FP0559:UTM  12      -  NM 32 R1                                 089 18 42.7
 FP0559
 FP0559|---------------------------------------------------------------------|
 FP0559| PID    Reference Object                     Distance      Geod. Az  |
 FP0559|                                                           dddmmss.s |
 FP0559| FP0562 NM 32 R1                            APPROX. 3.4 KM 0903540.0 |
 FP0559|---------------------------------------------------------------------|
 FP0559
 FP0559                          SUPERSEDED SURVEY CONTROL
 FP0559
 FP0559  NAD 83(1992)-  35 31 09.01312(N)    108 47 35.11275(W) AD(       ) 2
 FP0559  NAD 83(1986)-  35 31 09.01345(N)    108 47 35.11372(W) AD(       ) 2
 FP0559  NAD 27      -  35 31 08.93185(N)    108 47 32.80427(W) AD(       ) 2
 FP0559  NGVD 29 (07/19/86) 1997.3    (m)         6553.     (f) VERT ANG       
 FP0559
 FP0559.Superseded values are not recommended for survey control.
 FP0559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0559.See file dsdata.txt to determine how the superseded data were derived.
 FP0559
 FP0559_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYE0012032859(NAD 83)
 FP0559_MARKER: DD = SURVEY DISK
 FP0559_SETTING: 0 = UNSPECIFIED SETTING
 FP0559_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FP0559
 FP0559  HISTORY     - Date     Condition        Report By
 FP0559  HISTORY     - 1972     MONUMENTED       NMHD
 FP0559  HISTORY     - 1981     GOOD             NGS
 FP0559
 FP0559                          STATION DESCRIPTION
 FP0559
 FP0559'DESCRIBED BY NM HIGHWAY DEPT 1972 (RGL)
 FP0559'THE STATION IS LOCATED ABOUT 1 MILE NW OF GALLUP ON INTERSTATE 40.
 FP0559'
 FP0559'TO REACH THE STATION FROM THE AT+SF. RAILROAD DEPOT, GO WEST
 FP0559'ON OLD U.S. HIGHWAY 66 FOR 5.3 MILES TO INTERSTATE 40.  TAKE
 FP0559'TURNOUT EXIT TO LEFT AND FOLLOW RAMP FOR 0.4 MILE AROUND TO THE
 FP0559'RIGHT ONTO I-40 GOING EAST TO BRIDGE.  CONTINUE EASTERLY ON I-40
 FP0559'FOR 2.4 MILES TO THE STATION ON THE LEFT.
 FP0559'
 FP0559'THE STATION IS LOCATED ON A VERY HIGH CUT, 19 FT. SOUTH OF THE
 FP0559'NORTH RIGHT OF WAY FENCE, 8 FT. NORTH OF THE EDGE OF THE CUT, AND
 FP0559'ABOUT 30 FT. EAST OF THE HIGH POINT OF THE HILL.
 FP0559'
 FP0559'THE MONUMENT IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 FP0559'BRASS DISK STAMPED I-40-115 AND IS SET IN CONCRETE FLUSH WITH
 FP0559'THE GROUND.
 FP0559
 FP0559                          STATION RECOVERY (1981)
 FP0559
 FP0559'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (RMM)
 FP0559'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 FP0559'
 FP0559'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ONE MILE NORTHWEST
 FP0559'OF GALLUP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0558 ***********************************************************************
 FP0558  DESIGNATION -  I40 116
 FP0558  PID         -  FP0558
 FP0558  STATE/COUNTY-  NM/MCKINLEY
 FP0558  USGS QUAD   -  GALLUP WEST (1979)
 FP0558
 FP0558                         *CURRENT SURVEY CONTROL
 FP0558  ___________________________________________________________________
 FP0558* NAD 83(1992)-  35 30 21.25555(N)    108 49 49.84460(W)     ADJUSTED  
 FP0558* NAVD 88     -      1977.0    (meters)    6486.     (feet)  VERTCON   
 FP0558  ___________________________________________________________________
 FP0558  LAPLACE CORR-           1.84  (seconds)                    DEFLEC99
 FP0558  GEOID HEIGHT-         -21.36  (meters)                     GEOID03
 FP0558
 FP0558  HORZ ORDER  -  SECOND
 FP0558
 FP0558.The horizontal coordinates were established by classical geodetic methods
 FP0558.and adjusted by the National Geodetic Survey in December 1993..
 FP0558
 FP0558.The NAVD 88 height was computed by applying the VERTCON shift value to
 FP0558.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FP0558
 FP0558.The Laplace correction was computed from DEFLEC99 derived deflections.
 FP0558
 FP0558.The geoid height was determined by GEOID03.
 FP0558
 FP0558;                    North         East     Units Scale Factor Converg.
 FP0558;SPC NM W     -   500,161.815   739,539.212   MT  1.00001748   -0 34 45.1
 FP0558;SPC NM W     - 1,640,947.55  2,426,304.90   sFT  1.00001748   -0 34 45.1
 FP0558;UTM  12      - 3,931,312.375   696,758.587   MT  1.00007710   +1 15 37.5
 FP0558
 FP0558!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FP0558!SPC NM W     -   0.99969313  x   1.00001748  =   0.99971061
 FP0558!UTM  12      -   0.99969313  x   1.00007710  =   0.99977021
 FP0558
 FP0558:                Primary Azimuth Mark                     Grid Az
 FP0558:SPC NM W     -  I40 117                                  248 59 22.4
 FP0558:UTM  12      -  I40 117                                  247 08 59.8
 FP0558
 FP0558|---------------------------------------------------------------------|
 FP0558| PID    Reference Object                     Distance      Geod. Az  |
 FP0558|                                                           dddmmss.s |
 FP0558| FP0508 I40 117                             APPROX. 3.0 KM 2482437.3 |
 FP0558|---------------------------------------------------------------------|
 FP0558
 FP0558                          SUPERSEDED SURVEY CONTROL
 FP0558
 FP0558  NAD 83(1992)-  35 30 21.25574(N)    108 49 49.84553(W) AD(       ) 2
 FP0558  NAD 83(1986)-  35 30 21.25596(N)    108 49 49.84649(W) AD(       ) 2
 FP0558  NAD 27      -  35 30 21.17395(N)    108 49 47.53471(W) AD(       ) 2
 FP0558  NGVD 29 (07/19/86) 1976.1    (m)         6483.     (f) VERT ANG       
 FP0558
 FP0558.Superseded values are not recommended for survey control.
 FP0558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0558.See file dsdata.txt to determine how the superseded data were derived.
 FP0558
 FP0558_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXE9675931312(NAD 83)
 FP0558_MARKER: DD = SURVEY DISK
 FP0558_SETTING: 0 = UNSPECIFIED SETTING
 FP0558_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FP0558
 FP0558  HISTORY     - Date     Condition        Report By
 FP0558  HISTORY     - 1972     MONUMENTED       NMHD
 FP0558
 FP0558                          STATION DESCRIPTION
 FP0558
 FP0558'DESCRIBED BY NM HIGHWAY DEPT 1972 (RGL)
 FP0558'THE STATION IS LOCATED AT THE WEST EDGE OF GALLUP ON INTERSTATE 40.
 FP0558'
 FP0558'TO REACH THE STATION FROM THE AT+SF. RAILROAD DEPOT IN GALLUP,
 FP0558'GO WEST ON OLD U.S. HIGHWAY 66 FOR 5.3 MILES TO INTERSTATE
 FP0558'40.  TAKE TURNOUT EXIT TO LEFT AND FOLLOW RAMP FOR 0.4 MILE
 FP0558'AROUND TO THE RIGHT AND ONTO I-40 GOING EAST AND CROSS BRIDGE TO
 FP0558'STATION ON THE LEFT JUST PAST BRIDGE IN MEDIAN.
 FP0558'
 FP0558'THE STATION IS LOCATED BETWEEN THE BRIDGES OVER U.S. 66 AT THE
 FP0558'NORTH END AND BETWEEN THE GUARDRAIL AND THE SLOPE AND 2.5 FT. WEST
 FP0558'OF A WITNESS POST.
 FP0558'
 FP0558'THE MONUMENT IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 FP0558'BRASS DISK STAMPED I-40-116 AND IS SET IN CONCRETE FLUSH WITH THE
 FP0558'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0508 ***********************************************************************
 FP0508  DESIGNATION -  I40 117
 FP0508  PID         -  FP0508
 FP0508  STATE/COUNTY-  NM/MCKINLEY
 FP0508  USGS QUAD   -  TWIN BUTTES (1979)
 FP0508
 FP0508                         *CURRENT SURVEY CONTROL
 FP0508  ___________________________________________________________________
 FP0508* NAD 83(1992)-  35 29 44.82747(N)    108 51 42.36511(W)     ADJUSTED  
 FP0508* NAVD 88     -      1970.2    (meters)    6464.     (feet)  VERTCON   
 FP0508  ___________________________________________________________________
 FP0508  LAPLACE CORR-           1.48  (seconds)                    DEFLEC99
 FP0508  GEOID HEIGHT-         -21.41  (meters)                     GEOID03
 FP0508
 FP0508  HORZ ORDER  -  SECOND
 FP0508
 FP0508.The horizontal coordinates were established by classical geodetic methods
 FP0508.and adjusted by the National Geodetic Survey in December 1993..
 FP0508
 FP0508.The NAVD 88 height was computed by applying the VERTCON shift value to
 FP0508.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FP0508
 FP0508.The Laplace correction was computed from DEFLEC99 derived deflections.
 FP0508
 FP0508.The geoid height was determined by GEOID03.
 FP0508
 FP0508;                    North         East     Units Scale Factor Converg.
 FP0508;SPC NM W     -   499,068.272   736,691.997   MT  1.00002392   -0 35 49.9
 FP0508;SPC NM W     - 1,637,359.82  2,416,963.66   sFT  1.00002392   -0 35 49.9
 FP0508;UTM  12      - 3,930,127.948   693,947.799   MT  1.00006357   +1 14 31.0
 FP0508
 FP0508!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FP0508!SPC NM W     -   0.99969421  x   1.00002392  =   0.99971812
 FP0508!UTM  12      -   0.99969421  x   1.00006357  =   0.99975776
 FP0508
 FP0508:                Primary Azimuth Mark                     Grid Az
 FP0508:SPC NM W     -  I40 118                                  262 53 05.2
 FP0508:UTM  12      -  I40 118                                  261 02 44.3
 FP0508
 FP0508|---------------------------------------------------------------------|
 FP0508| PID    Reference Object                     Distance      Geod. Az  |
 FP0508|                                                           dddmmss.s |
 FP0508| FP0518 I40 118                             APPROX. 2.7 KM 2621715.3 |
 FP0508|---------------------------------------------------------------------|
 FP0508
 FP0508                          SUPERSEDED SURVEY CONTROL
 FP0508
 FP0508  NAD 83(1992)-  35 29 44.82764(N)    108 51 42.36597(W) AD(       ) 2
 FP0508  NAD 83(1986)-  35 29 44.82775(N)    108 51 42.36691(W) AD(       ) 2
 FP0508  NAD 27      -  35 29 44.74535(N)    108 51 40.05332(W) AD(       ) 2
 FP0508  NGVD 29 (07/19/86) 1969.3    (m)         6461.     (f) VERT ANG       
 FP0508
 FP0508.Superseded values are not recommended for survey control.
 FP0508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0508.See file dsdata.txt to determine how the superseded data were derived.
 FP0508
 FP0508_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXE9394830128(NAD 83)
 FP0508_MARKER: DD = SURVEY DISK
 FP0508_SETTING: 0 = UNSPECIFIED SETTING
 FP0508_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FP0508
 FP0508  HISTORY     - Date     Condition        Report By
 FP0508  HISTORY     - 1972     MONUMENTED       NMHD
 FP0508
 FP0508                          STATION DESCRIPTION
 FP0508
 FP0508'DESCRIBED BY NM HIGHWAY DEPT 1972 (RGL)
 FP0508'THE STATION IS LOCATED ABOUT 7 MILES WEST OF GALLUP ALONG INTERSTATE
 FP0508'40.
 FP0508'
 FP0508'TO REACH THE STATION FROM THE AT + SF RAILROAD DEPOT IN GALLUP,
 FP0508'GO WEST ON OLD U.S. HIGHWAY 66 FOR 5.3 MILES TO INTERCHANGE AT
 FP0508'I-40.  CONTINUE STRAIGHT AHEAD ON OLD U.S. 66 FOR 1.0 MILE TO
 FP0508'GRAVEL ROAD ON THE LEFT.  TURN LEFT ONTO GRAVEL ROAD AND GO SOUTH
 FP0508'FOR 0.4 MILE, GOING UNDER I-40 TO A DIRT ROAD ON THE RIGHT ABOUT
 FP0508'100 FT. SOUTH OF UNDERPASS.  TURN RIGHT ON DIRT ROAD AND GO WEST
 FP0508'FOR 0.4 MILE TO A FORK.  TAKE RIGHT FORK AND CONTINUE WEST ON
 FP0508'BLADED ROAD FOR 0.2 MILE TO A FORK.  TAKE RIGHT FORK AND
 FP0508'FOLLOW TRACK ROAD FOR 0.1 MILE TO A FORK.  TAKE RIGHT FORK AND
 FP0508'FOLLOW TRACK ROAD UP THE HILL BEARING TO THE LEFT ON A DIM
 FP0508'TRACK ROAD FOR 0.1 MILE TO THE STATION.
 FP0508'
 FP0508'THE STATION IS LOCATED ON THE HIGH POINT OF A HILL OVERLOOKING THE
 FP0508'HIGHWAY AND A SMALL VILLAGE, ABOUT 35 FT. EAST OF A ROCK OUTCROP,
 FP0508'ABOUT 50 FT. SOUTH OF THE EDGE OF THE HILL, AND 2.5 FT. NORTH OF A
 FP0508'WITNESS POST.
 FP0508'
 FP0508'THE MONUMENT IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 FP0508'BRASS DISK, STAMPED I-40-117, AND IS SET IN CONCRETE FLUSH WITH
 FP0508'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0518 ***********************************************************************
 FP0518  DESIGNATION -  I40 118
 FP0518  PID         -  FP0518
 FP0518  STATE/COUNTY-  NM/MCKINLEY
 FP0518  USGS QUAD   -  MANUELITO (1979)
 FP0518
 FP0518                         *CURRENT SURVEY CONTROL
 FP0518  ___________________________________________________________________
 FP0518* NAD 83(1992)-  35 29 33.19590(N)    108 53 27.27134(W)     ADJUSTED  
 FP0518* NAVD 88     -      1961.2    (meters)    6434.     (feet)  VERTCON   
 FP0518  ___________________________________________________________________
 FP0518  LAPLACE CORR-           1.30  (seconds)                    DEFLEC99
 FP0518  GEOID HEIGHT-         -21.43  (meters)                     GEOID03
 FP0518
 FP0518  HORZ ORDER  -  SECOND
 FP0518
 FP0518.The horizontal coordinates were established by classical geodetic methods
 FP0518.and adjusted by the National Geodetic Survey in December 1993..
 FP0518
 FP0518.The NAVD 88 height was computed by applying the VERTCON shift value to
 FP0518.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FP0518
 FP0518.The Laplace correction was computed from DEFLEC99 derived deflections.
 FP0518
 FP0518.The geoid height was determined by GEOID03.
 FP0518
 FP0518;                    North         East     Units Scale Factor Converg.
 FP0518;SPC NM W     -   498,737.754   734,044.182   MT  1.00003010   -0 36 50.7
 FP0518;SPC NM W     - 1,636,275.45  2,408,276.62   sFT  1.00003010   -0 36 50.7
 FP0518;UTM  12      - 3,929,712.614   691,311.875   MT  1.00005105   +1 13 29.7
 FP0518
 FP0518!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FP0518!SPC NM W     -   0.99969562  x   1.00003010  =   0.99972571
 FP0518!UTM  12      -   0.99969562  x   1.00005105  =   0.99974666
 FP0518
 FP0518:                Primary Azimuth Mark                     Grid Az
 FP0518:SPC NM W     -  I40 118A                                 136 18 45.1
 FP0518:UTM  12      -  I40 118A                                 134 28 24.7
 FP0518
 FP0518|---------------------------------------------------------------------|
 FP0518| PID    Reference Object                     Distance      Geod. Az  |
 FP0518|                                                           dddmmss.s |
 FP0518| FP0519 I40 118A                            APPROX. 1.5 KM 1354154.4 |
 FP0518|---------------------------------------------------------------------|
 FP0518
 FP0518                          SUPERSEDED SURVEY CONTROL
 FP0518
 FP0518  NAD 83(1992)-  35 29 33.19602(N)    108 53 27.27213(W) AD(       ) 2
 FP0518  NAD 83(1986)-  35 29 33.19602(N)    108 53 27.27309(W) AD(       ) 2
 FP0518  NAD 27      -  35 29 33.11387(N)    108 53 24.95760(W) AD(       ) 2
 FP0518  NGVD 29 (07/19/86) 1960.3    (m)         6431.     (f) VERT ANG       
 FP0518
 FP0518.Superseded values are not recommended for survey control.
 FP0518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0518.See file dsdata.txt to determine how the superseded data were derived.
 FP0518
 FP0518_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXE9131229713(NAD 83)
 FP0518_MARKER: DD = SURVEY DISK
 FP0518_SETTING: 0 = UNSPECIFIED SETTING
 FP0518_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FP0518
 FP0518  HISTORY     - Date     Condition        Report By
 FP0518  HISTORY     - 1972     MONUMENTED       NMHD
 FP0518
 FP0518                          STATION DESCRIPTION
 FP0518
 FP0518'DESCRIBED BY NM HIGHWAY DEPT 1972 (RGL)
 FP0518'THE STATION IS LOCATED ABOUT 9 MILES WEST OF GALLUP AND JUST NORTH
 FP0518'OF INTERSTATE 40.
 FP0518'
 FP0518'TO REACH THE STATION FROM THE AT+SF. RAILROAD DEPOT IN GALLUP,
 FP0518'GO WEST ON OLD U.S. HIGHWAY 66 FOR 5.3 MILES TO I-40
 FP0518'INTERCHANGE.  GO UNDER I-40 AND CONTINUE WEST ON OLD U.S. HIGHWAY
 FP0518'66 FOR 3.6 MILES TO THE STATION ON THE LEFT ON A HILL.  THE
 FP0518'STATION CAN BE DRIVEN TO BY GOING SOUTH 0.2 MILES AND WORKING YOUR
 FP0518'WAY BACK THROUGH CORRALS OF SMALL RANCH.
 FP0518'
 FP0518'THE STATION IS LOCATED ON TOP OF A HILL, ABOUT 125 FT. NORTH
 FP0518'OF A TELEPHONE LINE, 150 FT. SOUTH OF HIGHWAY RIGHT OF WAY FENCE
 FP0518'AND IS SET IN A SANDSTONE OUTCROPPING.
 FP0518'
 FP0518'THE MONUMENT IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 FP0518'BRASS DISK, STAMPED I-40-118 AND IS SET IN SANDSTONE ROCK FLUSH
 FP0518'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0519 ***********************************************************************
 FP0519  DESIGNATION -  I40 118A
 FP0519  PID         -  FP0519
 FP0519  STATE/COUNTY-  NM/MCKINLEY
 FP0519  USGS QUAD   -  MANUELITO (1979)
 FP0519
 FP0519                         *CURRENT SURVEY CONTROL
 FP0519  ___________________________________________________________________
 FP0519* NAD 83(1992)-  35 28 59.28536(N)    108 52 46.81300(W)     ADJUSTED  
 FP0519* NAVD 88     -      2091.2    (meters)    6861.     (feet)  VERTCON   
 FP0519  ___________________________________________________________________
 FP0519  LAPLACE CORR-           1.62  (seconds)                    DEFLEC99
 FP0519  GEOID HEIGHT-         -21.45  (meters)                     GEOID03
 FP0519
 FP0519  HORZ ORDER  -  SECOND
 FP0519
 FP0519.The horizontal coordinates were established by classical geodetic methods
 FP0519.and adjusted by the National Geodetic Survey in December 1993..
 FP0519
 FP0519.The NAVD 88 height was computed by applying the VERTCON shift value to
 FP0519.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FP0519
 FP0519.The Laplace correction was computed from DEFLEC99 derived deflections.
 FP0519
 FP0519.The geoid height was determined by GEOID03.
 FP0519
 FP0519;                    North         East     Units Scale Factor Converg.
 FP0519;SPC NM W     -   497,681.813   735,052.823   MT  1.00002772   -0 36 26.7
 FP0519;SPC NM W     - 1,632,811.08  2,411,585.80   sFT  1.00002772   -0 36 26.7
 FP0519;UTM  12      - 3,928,689.556   692,353.904   MT  1.00005598   +1 13 52.1
 FP0519
 FP0519!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FP0519!SPC NM W     -   0.99967523  x   1.00002772  =   0.99970294
 FP0519!UTM  12      -   0.99967523  x   1.00005598  =   0.99973119
 FP0519
 FP0519:                Primary Azimuth Mark                     Grid Az
 FP0519:SPC NM W     -  I40 118                                  316 18 44.6
 FP0519:UTM  12      -  I40 118                                  314 28 25.8
 FP0519
 FP0519|---------------------------------------------------------------------|
 FP0519| PID    Reference Object                     Distance      Geod. Az  |
 FP0519|                                                           dddmmss.s |
 FP0519| FP0518 I40 118                             APPROX. 1.5 KM 3154217.9 |
 FP0519|---------------------------------------------------------------------|
 FP0519
 FP0519                          SUPERSEDED SURVEY CONTROL
 FP0519
 FP0519  NAD 83(1992)-  35 28 59.28551(N)    108 52 46.81380(W) AD(       ) 2
 FP0519  NAD 83(1986)-  35 28 59.28555(N)    108 52 46.81473(W) AD(       ) 2
 FP0519  NAD 27      -  35 28 59.20209(N)    108 52 44.50012(W) AD(       ) 2
 FP0519  NGVD 29 (07/19/86) 2090.3    (m)         6858.     (f) VERT ANG       
 FP0519
 FP0519.Superseded values are not recommended for survey control.
 FP0519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0519.See file dsdata.txt to determine how the superseded data were derived.
 FP0519
 FP0519_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXE9235428690(NAD 83)
 FP0519_MARKER: DD = SURVEY DISK
 FP0519_SETTING: 0 = UNSPECIFIED SETTING
 FP0519_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FP0519
 FP0519  HISTORY     - Date     Condition        Report By
 FP0519  HISTORY     - 1972     MONUMENTED       NMHD
 FP0519
 FP0519                          STATION DESCRIPTION
 FP0519
 FP0519'DESCRIBED BY NM HIGHWAY DEPT 1972 (RGL)
 FP0519'THE STATION IS LOCATED ABOUT 9 MILES WEST OF GALLUP, NEW MEXICO,
 FP0519'JUST SOUTH OF INTERSTATE 40.
 FP0519'
 FP0519'TO REACH THE STATION FROM THE AT+SF. RAILROAD DEPOT IN GALLUP,
 FP0519'GO WEST ON OLD U.S. HIGHWAY 66 FOR 5.3 MILES TO I-40
 FP0519'INTERCHANGE.  GO UNDER I-40 AND CONTINUE WEST ON OLD U.S. 66 FOR
 FP0519'1.0 MILE TO GRAVEL ROAD ON LEFT.  TURN LEFT AND GO 0.4 MILE TO
 FP0519'CONCRETE BOX CULVERT UNDER I-40.  CONTINUE STRAIGHT AHEAD FOR 0.3
 FP0519'MILE TO BLADED DIRT ROAD ON RIGHT, TURN RIGHT AND GO WEST
 FP0519'FOLLOWING POWER LINE FOR 0.3 MILE TO PAVED ROAD.  CONTINUE WEST
 FP0519'AND STAY ON PAVED ROAD FOR 1.1 MILES, THEN TURN RIGHT OFF
 FP0519'PAVEMENT ROAD ONTO DIM TRAIL ROAD.  FOLLOW TRACKS GOING OVER DIRT
 FP0519'AND ROCK FOR 0.2 MILE TO A FORK.  TAKE LEFT FORK AND GO 0.2 MILE
 FP0519'TO FORK.  TAKE LEFT FORK GOING STRAIGHT AHEAD FOR 0.2 MILE TO A
 FP0519'FORK.  TAKE RIGHT TURN AND GO 0.1 MILE TO A FORK.  TAKE LEFT
 FP0519'FORK AND GO 0.1 MILE TO A SHARP TURN TO THE RIGHT.  TURN RIGHT
 FP0519'AND FOLLOW TRAIL ROAD DOWN JUST BELOW EDGE OF RIM AND FOLLOW
 FP0519'WEST EDGE OF MOUNTAIN AROUND ON DIM TRACK ROAD FOR 0.2 MILE
 FP0519'TO END OF TRUCK TRAVEL.  WALK STRAIGHT AHEAD ABOUT 350 FT. TO THE
 FP0519'STATION.
 FP0519'
 FP0519'THE STATION IS LOCATED ON THE EDGE OF A HIGH BUTTE AND IS SET IN
 FP0519'ROCK.  IT IS 60 FT. EAST OF EDGE OF RIM, 40 FT. SOUTH OF EDGE OF
 FP0519'RIM, AND 20 FT. WEST OF EDGE OF RIM.
 FP0519'
 FP0519'THE MONUMENT IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 FP0519'BRASS DISK, STAMPED I-40-118A AND IS SET IN SANDSTONE ROCK FLUSH
 FP0519'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0523 ***********************************************************************
 FP0523  DESIGNATION -  I40 119
 FP0523  PID         -  FP0523
 FP0523  STATE/COUNTY-  NM/MCKINLEY
 FP0523  USGS QUAD   -  MANUELITO (1979)
 FP0523
 FP0523                         *CURRENT SURVEY CONTROL
 FP0523  ___________________________________________________________________
 FP0523* NAD 83(1992)-  35 28 02.75383(N)    108 56 11.69223(W)     ADJUSTED  
 FP0523* NAVD 88     -      1929.3    (meters)    6330.     (feet)  VERTCON   
 FP0523  ___________________________________________________________________
 FP0523  LAPLACE CORR-           0.62  (seconds)                    DEFLEC99
 FP0523  GEOID HEIGHT-         -21.51  (meters)                     GEOID03
 FP0523
 FP0523  HORZ ORDER  -  SECOND
 FP0523
 FP0523.The horizontal coordinates were established by classical geodetic methods
 FP0523.and adjusted by the National Geodetic Survey in December 1993..
 FP0523
 FP0523.The NAVD 88 height was computed by applying the VERTCON shift value to
 FP0523.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FP0523
 FP0523.The Laplace correction was computed from DEFLEC99 derived deflections.
 FP0523
 FP0523.The geoid height was determined by GEOID03.
 FP0523
 FP0523;                    North         East     Units Scale Factor Converg.
 FP0523;SPC NM W     -   495,995.833   729,868.912   MT  1.00004018   -0 38 24.7
 FP0523;SPC NM W     - 1,627,279.66  2,394,578.26   sFT  1.00004018   -0 38 24.7
 FP0523;UTM  12      - 3,926,838.141   687,226.691   MT  1.00003200   +1 11 51.5
 FP0523
 FP0523!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FP0523!SPC NM W     -   0.99970064  x   1.00004018  =   0.99974081
 FP0523!UTM  12      -   0.99970064  x   1.00003200  =   0.99973263
 FP0523
 FP0523:                Primary Azimuth Mark                     Grid Az
 FP0523:SPC NM W     -  I40 120                                  221 15 08.1
 FP0523:UTM  12      -  I40 120                                  219 24 51.9
 FP0523
 FP0523|---------------------------------------------------------------------|
 FP0523| PID    Reference Object                     Distance      Geod. Az  |
 FP0523|                                                           dddmmss.s |
 FP0523| FP0522 I40 120                             APPROX. 2.6 KM 2203643.4 |
 FP0523|---------------------------------------------------------------------|
 FP0523
 FP0523                          SUPERSEDED SURVEY CONTROL
 FP0523
 FP0523  NAD 83(1992)-  35 28 02.75390(N)    108 56 11.69287(W) AD(       ) 2
 FP0523  NAD 83(1986)-  35 28 02.75364(N)    108 56 11.69380(W) AD(       ) 2
 FP0523  NAD 27      -  35 28 02.67009(N)    108 56 09.37465(W) AD(       ) 2
 FP0523  NGVD 29 (07/19/86) 1928.4    (m)         6327.     (f) VERT ANG       
 FP0523
 FP0523.Superseded values are not recommended for survey control.
 FP0523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0523.See file dsdata.txt to determine how the superseded data were derived.
 FP0523
 FP0523_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXE8722726838(NAD 83)
 FP0523_MARKER: DD = SURVEY DISK
 FP0523_SETTING: 0 = UNSPECIFIED SETTING
 FP0523_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FP0523
 FP0523  HISTORY     - Date     Condition        Report By
 FP0523  HISTORY     - 1972     MONUMENTED       NMHD
 FP0523
 FP0523                          STATION DESCRIPTION
 FP0523
 FP0523'DESCRIBED BY NM HIGHWAY DEPT 1972 (RGL)
 FP0523'THE STATION IS LOCATED ABOUT 12 MILES WEST OF GALLUP ALONG
 FP0523'INTERSTATE HIGHWAY 40.
 FP0523'
 FP0523'TO REACH THE STATION FROM THE AT+SF. RAILROAD DEPOT IN GALLUP,
 FP0523'GO WEST ON OLD U.S. HIGHWAY 66 FOR 5.3 MILES TO INTERSTATE
 FP0523'40.  TURN LEFT ON RAMP TO I-40 GOING WEST FOR 6.7 MILES TO THE
 FP0523'STATION ON THE RIGHT.
 FP0523'
 FP0523'THE STATION IS LOCATED 15 FT. EAST OF THE EDGE OF A DITCH, 75
 FP0523'FT. SOUTH OF A POLE LINE, AND 2.5 FT. SOUTH OF THE RIGHT OF WAY
 FP0523'FENCE AND WITNESS POST.
 FP0523'
 FP0523'THE MONUMENT IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 FP0523'BRASS DISK STAMPED I-40-119 AND IS SET IN CONCRETE FLUSH WITH THE
 FP0523'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0524 ***********************************************************************
 FP0524  DESIGNATION -  I40 119A
 FP0524  PID         -  FP0524
 FP0524  STATE/COUNTY-  NM/MCKINLEY
 FP0524  USGS QUAD   -  MANUELITO (1979)
 FP0524
 FP0524                         *CURRENT SURVEY CONTROL
 FP0524  ___________________________________________________________________
 FP0524* NAD 83(1992)-  35 27 27.83094(N)    108 55 44.60930(W)     ADJUSTED  
 FP0524* NAVD 88     -      2013.7    (meters)    6607.     (feet)  VERTCON   
 FP0524  ___________________________________________________________________
 FP0524  LAPLACE CORR-           1.06  (seconds)                    DEFLEC99
 FP0524  GEOID HEIGHT-         -21.52  (meters)                     GEOID03
 FP0524
 FP0524  HORZ ORDER  -  SECOND
 FP0524
 FP0524.The horizontal coordinates were established by classical geodetic methods
 FP0524.and adjusted by the National Geodetic Survey in December 1993..
 FP0524
 FP0524.The NAVD 88 height was computed by applying the VERTCON shift value to
 FP0524.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FP0524
 FP0524.The Laplace correction was computed from DEFLEC99 derived deflections.
 FP0524
 FP0524.The geoid height was determined by GEOID03.
 FP0524
 FP0524;                    North         East     Units Scale Factor Converg.
 FP0524;SPC NM W     -   494,911.959   730,539.790   MT  1.00003853   -0 38 08.5
 FP0524;SPC NM W     - 1,623,723.65  2,396,779.29   sFT  1.00003853   -0 38 08.5
 FP0524;UTM  12      - 3,925,776.343   687,931.976   MT  1.00003526   +1 12 06.2
 FP0524
 FP0524!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FP0524!SPC NM W     -   0.99968740  x   1.00003853  =   0.99972592
 FP0524!UTM  12      -   0.99968740  x   1.00003526  =   0.99972265
 FP0524
 FP0524:                Primary Azimuth Mark                     Grid Az
 FP0524:SPC NM W     -  I40 118A                                 058 27 37.7
 FP0524:UTM  12      -  I40 118A                                 056 37 23.0
 FP0524
 FP0524|---------------------------------------------------------------------|
 FP0524| PID    Reference Object                     Distance      Geod. Az  |
 FP0524|                                                           dddmmss.s |
 FP0524| FP0519 I40 118A                            APPROX. 5.3 KM 0574929.2 |
 FP0524|---------------------------------------------------------------------|
 FP0524
 FP0524                          SUPERSEDED SURVEY CONTROL
 FP0524
 FP0524  NAD 83(1992)-  35 27 27.83105(N)    108 55 44.60992(W) AD(       ) 2
 FP0524  NAD 83(1986)-  35 27 27.83079(N)    108 55 44.61088(W) AD(       ) 2
 FP0524  NAD 27      -  35 27 27.74605(N)    108 55 42.29237(W) AD(       ) 2
 FP0524  NGVD 29 (07/19/86) 2012.8    (m)         6604.     (f) VERT ANG       
 FP0524
 FP0524.Superseded values are not recommended for survey control.
 FP0524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0524.See file dsdata.txt to determine how the superseded data were derived.
 FP0524
 FP0524_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXE8793225776(NAD 83)
 FP0524_MARKER: DD = SURVEY DISK
 FP0524_SETTING: 0 = UNSPECIFIED SETTING
 FP0524_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FP0524
 FP0524  HISTORY     - Date     Condition        Report By
 FP0524  HISTORY     - 1972     MONUMENTED       NMHD
 FP0524
 FP0524                          STATION DESCRIPTION
 FP0524
 FP0524'DESCRIBED BY NM HIGHWAY DEPT 1972 (RGL)
 FP0524'THE STATION IS LOCATED ABOUT 12 MILES WEST OF GALLUP, AND ABOUT 2
 FP0524'MILES SOUTH OF INTERSTATE 40.
 FP0524'
 FP0524'TO REACH THE STATION FROM THE AT+SF. RAILROAD DEPOT IN GALLUP,
 FP0524'GO WEST ON OLD U.S. HIGHWAY 66 FOR 5.3 MILES TO I-40
 FP0524'INTERCHANGE.  GO UNDER I-40 AND CONTINUE WEST ON OLD U.S. 66 FOR
 FP0524'3.7 MILES TO A PAVED ROAD ON THE LEFT.  TURN LEFT AND GO SOUTH
 FP0524'FOR 0.3 MILES.  TURN RIGHT (JUST AFTER PASSING UNDER I-40) AND GO
 FP0524'WEST ON FRONTAGE ROAD FOR 1.3 MILES ACROSS BRIDGE AND THEN TURN
 FP0524'LEFT ON BLADED ROAD.  GO SOUTH ON THE BLADED ROAD FOR 0.2 MILE
 FP0524'TO A FORK.  TAKE LEFT FORK AND GO 0.1 MILE TO A FORK.  TAKE LEFT
 FP0524'FORK AND GO 0.2 MILE TO A FORK.  TAKE LEFT FORK AND GO 0.2 MILE
 FP0524'TO A FORK AT FENCE CORNER ON LEFT.  TAKE RIGHT FORK UPHILL IN
 FP0524'WESTERLY DIRECTION FOR 0.6 MILE TO A FORK.  TAKE LEFT FORK TO
 FP0524'SOUTH AND TOP OF RIDGE FOR 0.4 MILE TO A FORK.  GO WEST ALONG
 FP0524'TOP OF RIDGE FOR 0.5 MILE TO A FORK.  TAKE RIGHT FORK AND GO
 FP0524'0.1 MILE IN NORTHWESTERLY DIRECTION TO THE STATION ON THE
 FP0524'LEFT.
 FP0524'
 FP0524'THE STATION IS LOCATED 60 FT. WEST OF TRAIL ROAD ON HIGHEST
 FP0524'POINT OF LOW HILL IN SCATTERED JUNIPER TREES, 4 FT. NORTH OF WITNESS
 FP0524'POST.
 FP0524'
 FP0524'THE MONUMENT IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 FP0524'BRASS DISK, STAMPED I-40-119A AND IS SET IN CONCRETE FLUSH WITH
 FP0524'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1257 ***********************************************************************
 FO1257  DESIGNATION -  I40 12
 FO1257  PID         -  FO1257
 FO1257  STATE/COUNTY-  NM/BERNALILLO
 FO1257  USGS QUAD   -  ALBUQUERQUE EAST (1990)
 FO1257
 FO1257                         *CURRENT SURVEY CONTROL
 FO1257  ___________________________________________________________________
 FO1257* NAD 83(1992)-  35 06 33.15784(N)    106 36 44.81775(W)     ADJUSTED  
 FO1257* NAVD 88     -      1560.01   (+/-2cm)    5118.1    (feet)  VERTCON   
 FO1257  ___________________________________________________________________
 FO1257  LAPLACE CORR-           7.87  (seconds)                    DEFLEC99
 FO1257  GEOID HEIGHT-         -21.15  (meters)                     GEOID03
 FO1257
 FO1257  HORZ ORDER  -  SECOND
 FO1257  VERT ORDER  -  THIRD ? (See Below)
 FO1257
 FO1257.The horizontal coordinates were established by classical geodetic methods
 FO1257.and adjusted by the National Geodetic Survey in December 1993..
 FO1257
 FO1257.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1257.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1257.The vertical order pertains to the NGVD 29 superseded value.
 FO1257
 FO1257.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1257
 FO1257.The geoid height was determined by GEOID03.
 FO1257
 FO1257;                    North         East     Units Scale Factor Converg.
 FO1257;SPC NM C     -   455,749.096   466,959.911   MT  0.99991345   -0 12 30.5
 FO1257;SPC NM C     - 1,495,236.83  1,532,017.64   sFT  0.99991345   -0 12 30.5
 FO1257;UTM  13      - 3,886,343.638   353,050.468   MT  0.99986614   -0 55 39.2
 FO1257
 FO1257!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1257!SPC NM C     -   0.99975851  x   0.99991345  =   0.99967198
 FO1257!UTM  13      -   0.99975851  x   0.99986614  =   0.99962468
 FO1257
 FO1257:                Primary Azimuth Mark                     Grid Az
 FO1257:SPC NM C     -  I40 11                                   117 26 49.8
 FO1257:UTM  13      -  I40 11                                   118 09 58.5
 FO1257
 FO1257|---------------------------------------------------------------------|
 FO1257| PID    Reference Object                     Distance      Geod. Az  |
 FO1257|                                                           dddmmss.s |
 FO1257| FO1213 I40 11                              APPROX. 0.8 KM 1171419.3 |
 FO1257|---------------------------------------------------------------------|
 FO1257
 FO1257                          SUPERSEDED SURVEY CONTROL
 FO1257
 FO1257  NAD 83(1986)-  35 06 33.16354(N)    106 36 44.81908(W) AD(       ) 2
 FO1257  NAD 27      -  35 06 32.99858(N)    106 36 42.72904(W) AD(       ) 2
 FO1257  NGVD 29 (07/19/86) 1559.18   (m)         5115.4    (f) LEVELING    3  
 FO1257
 FO1257.Superseded values are not recommended for survey control.
 FO1257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1257.See file dsdata.txt to determine how the superseded data were derived.
 FO1257
 FO1257_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU5305086344(NAD 83)
 FO1257_MARKER: DD = SURVEY DISK
 FO1257_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FO1257_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FO1257_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO1257+STABILITY: SURFACE MOTION
 FO1257_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FO1257+SATELLITE: SATELLITE OBSERVATIONS - September 22, 2004
 FO1257
 FO1257  HISTORY     - Date     Condition        Report By
 FO1257  HISTORY     - 1969     MONUMENTED       NMHD
 FO1257  HISTORY     - 20040922 GOOD             GEOCAC
 FO1257
 FO1257                          STATION DESCRIPTION
 FO1257
 FO1257'DESCRIBED BY NM HIGHWAY DEPT 1969 (SRC)
 FO1257'THE STATION IS LOCATED ON MENAUL BLVD. WEST OF THE BRIDGE
 FO1257'OF MENAUL OVER THE DIVERSION CHANNEL.
 FO1257'
 FO1257'TO REACH THE STATION FROM THE INTERSECTION OF CENTRAL AND
 FO1257'THE RAILROAD TRACKS (DOWNTOWN ALBUQUERQUE) GO WEST ON CENTRAL
 FO1257'(U.S.-66) FOR 0.12 MILE TO THE INTERSECTION OF CENTRAL AND
 FO1257'SECOND STREET.  AT THE PRESENT, SECOND STREET IS A ONE-WAY
 FO1257'STREET GOING NORTH, AND CHANGES TO A TWO-WAY STREET AFTER
 FO1257'APPROXIMATELY 1.47 MILE.  TURN NORTH ON SECOND AND TRAVEL
 FO1257'NORTH FOR APPROXIMATELY 1.85 MILE TO THE INTERSECTION OF
 FO1257'SECOND STREET AND MENAUL.  TURN EAST ON MENAUL AND TRAVEL
 FO1257'EAST FOR APPROXIMATELY 1.55 MILE.  THE STATION IS AT THIS
 FO1257'LOCATION IN THE CENTER OF THE MEDIAN AND IS ON LINE BETWEEN
 FO1257'THE TWO HEADWALLS FOR THE MANAUL BRIDGE OVER EMBUDO ARROYO
 FO1257'AT THE WEST END OF THE BRIDGE.
 FO1257'
 FO1257'THE STATION IS A STANDARD STATE HIGHWAY COMMISSION DISK
 FO1257'STAMPED STA. I-40-12, AND IS FLUSH WITH THE GROUND.
 FO1257'
 FO1257'FOR THE INFORMATION TO STATION CANDELARIA, SEE THE TRIANGULATION
 FO1257'DESCRIPTION SHEET FOR CANDELARIA AND FOR I-40-13 AND I-40-11,
 FO1257'SEE THE TRAVERSE DESCRIPTION SHEET FOR I-40-11 AND I-40-13.
 FO1257
 FO1257                          STATION RECOVERY (2004)
 FO1257
 FO1257'RECOVERY NOTE BY GEOCACHING 2004 (BMC)
 FO1257'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0522 ***********************************************************************
 FP0522  DESIGNATION -  I40 120
 FP0522  PID         -  FP0522
 FP0522  STATE/COUNTY-  NM/MCKINLEY
 FP0522  USGS QUAD   -  MANUELITO (1979)
 FP0522
 FP0522                         *CURRENT SURVEY CONTROL
 FP0522  ___________________________________________________________________
 FP0522* NAD 83(1992)-  35 26 58.93141(N)    108 57 18.56686(W)     ADJUSTED  
 FP0522* NAVD 88     -      1925.0    (meters)    6316.     (feet)  VERTCON   
 FP0522  ___________________________________________________________________
 FP0522  LAPLACE CORR-           0.79  (seconds)                    DEFLEC99
 FP0522  GEOID HEIGHT-         -21.55  (meters)                     GEOID03
 FP0522
 FP0522  HORZ ORDER  -  SECOND
 FP0522
 FP0522.The horizontal coordinates were established by classical geodetic methods
 FP0522.and adjusted by the National Geodetic Survey in December 1993..
 FP0522
 FP0522.The NAVD 88 height was computed by applying the VERTCON shift value to
 FP0522.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FP0522
 FP0522.The Laplace correction was computed from DEFLEC99 derived deflections.
 FP0522
 FP0522.The geoid height was determined by GEOID03.
 FP0522
 FP0522;                    North         East     Units Scale Factor Converg.
 FP0522;SPC NM W     -   494,047.918   728,160.509   MT  1.00004443   -0 39 02.5
 FP0522;SPC NM W     - 1,620,888.88  2,388,973.27   sFT  1.00004443   -0 39 02.5
 FP0522;SPC AZ E     -   494,135.851   323,339.679   MT  1.00004901   +0 42 09.8
 FP0522;SPC AZ E     - 1,621,180.61  1,060,825.72   iFT  1.00004901   +0 42 09.8
 FP0522;UTM  12      - 3,924,836.477   685,581.647   MT  1.00002444   +1 11 10.8
 FP0522
 FP0522!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FP0522!SPC NM W     -   0.99970132  x   1.00004443  =   0.99974574
 FP0522!SPC AZ E     -   0.99970132  x   1.00004901  =   0.99975032
 FP0522!UTM  12      -   0.99970132  x   1.00002444  =   0.99972575
 FP0522
 FP0522:                Primary Azimuth Mark                     Grid Az
 FP0522:SPC NM W     -  I40 121                                  217 37 41.7
 FP0522:SPC AZ E     -  I40 121                                  216 16 29.4
 FP0522:UTM  12      -  I40 121                                  215 47 28.4
 FP0522
 FP0522|---------------------------------------------------------------------|
 FP0522| PID    Reference Object                     Distance      Geod. Az  |
 FP0522|                                                           dddmmss.s |
 FP0522| FP0521 I40 121                             APPROX. 2.2 KM 2165839.2 |
 FP0522|---------------------------------------------------------------------|
 FP0522
 FP0522                          SUPERSEDED SURVEY CONTROL
 FP0522
 FP0522  NAD 83(1992)-  35 26 58.93146(N)    108 57 18.56741(W) AD(       ) 2
 FP0522  NAD 83(1986)-  35 26 58.93108(N)    108 57 18.56830(W) AD(       ) 2
 FP0522  NAD 27      -  35 26 58.84627(N)    108 57 16.24774(W) AD(       ) 2
 FP0522  NGVD 29 (07/19/86) 1924.1    (m)         6313.     (f) VERT ANG       
 FP0522
 FP0522.Superseded values are not recommended for survey control.
 FP0522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0522.See file dsdata.txt to determine how the superseded data were derived.
 FP0522
 FP0522_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXE8558224836(NAD 83)
 FP0522_MARKER: DD = SURVEY DISK
 FP0522_SETTING: 0 = UNSPECIFIED SETTING
 FP0522_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FP0522
 FP0522  HISTORY     - Date     Condition        Report By
 FP0522  HISTORY     - 1972     MONUMENTED       NMHD
 FP0522  HISTORY     - 20051102 GOOD             GEOCAC
 FP0522
 FP0522                          STATION DESCRIPTION
 FP0522
 FP0522'DESCRIBED BY NM HIGHWAY DEPT 1972 (RGL)
 FP0522'THE STATION IS LOCATED ABOUT 13 MILES WEST OF GALLUP ALONG
 FP0522'INTERSTATE HIGHWAY 40.
 FP0522'
 FP0522'TO REACH THE STATION FROM THE AT+SF. RAILROAD DEPOT IN GALLUP,
 FP0522'GO 5.3 MILES WEST ON OLD U.S. HIGHWAY 66 TO INTERSTATE 40.  TURN
 FP0522'LEFT ON RAMP TO I-40 GOING WEST FOR 8.2 MILES TO EXIT FROM I-40
 FP0522'TO DEFIANCE AND MANUELITO.  TAKE EXIT TO THE RIGHT AND GO 0.1 MILE
 FP0522'TO JUNCTION.  TURN LEFT AT JUNCTION AND GO WESTERLY ON PAVED ROAD
 FP0522'(OLD U.S. 66, NOW DESIGNATED SR. 118) FOR 0.1 MILE TO RAILROAD
 FP0522'OVERPASS (DO NOT CROSS BRIDGE) AND MONUMENT ON THE LEFT.
 FP0522'
 FP0522'THE STATION IS LOCATED 8 FT. EAST OF BACKWALL FROM SE CORNER OF
 FP0522'BRIDGE, 8 FT. SOUTH OF CURB, AND 3.5 FT. NORTH OF A WITNESS POST.
 FP0522'
 FP0522'THE MONUMENT IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 FP0522'BRASS DISK, STAMPED I-40-120 AND IS SET IN CONCRETE FLUSH WITH
 FP0522'THE GROUND.
 FP0522
 FP0522                          STATION RECOVERY (2005)
 FP0522
 FP0522'RECOVERY NOTE BY GEOCACHING 2005 (HMT)
 FP0522'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0521 ***********************************************************************
 FP0521  DESIGNATION -  I40 121
 FP0521  PID         -  FP0521
 FP0521  STATE/COUNTY-  NM/MCKINLEY
 FP0521  USGS QUAD   -  MANUELITO (1979)
 FP0521
 FP0521                         *CURRENT SURVEY CONTROL
 FP0521  ___________________________________________________________________
 FP0521* NAD 83(1992)-  35 26 02.09398(N)    108 58 10.85339(W)     ADJUSTED  
 FP0521* NAVD 88     -      1944.3    (meters)    6379.     (feet)  VERTCON   
 FP0521  ___________________________________________________________________
 FP0521  LAPLACE CORR-           1.00  (seconds)                    DEFLEC99
 FP0521  GEOID HEIGHT-         -21.58  (meters)                     GEOID03
 FP0521
 FP0521  HORZ ORDER  -  SECOND
 FP0521
 FP0521.The horizontal coordinates were established by classical geodetic methods
 FP0521.and adjusted by the National Geodetic Survey in December 1993..
 FP0521
 FP0521.The NAVD 88 height was computed by applying the VERTCON shift value to
 FP0521.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FP0521
 FP0521.The Laplace correction was computed from DEFLEC99 derived deflections.
 FP0521
 FP0521.The geoid height was determined by GEOID03.
 FP0521
 FP0521;                    North         East     Units Scale Factor Converg.
 FP0521;SPC NM W     -   492,311.345   726,821.809   MT  1.00004782   -0 39 31.9
 FP0521;SPC NM W     - 1,615,191.47  2,384,581.22   sFT  1.00004782   -0 39 31.9
 FP0521;SPC AZ E     -   492,368.146   322,042.359   MT  1.00004552   +0 41 38.5
 FP0521;SPC AZ E     - 1,615,381.06  1,056,569.42   iFT  1.00004552   +0 41 38.5
 FP0521;UTM  12      - 3,923,057.935   684,299.324   MT  1.00001859   +1 10 38.8
 FP0521
 FP0521!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FP0521!SPC NM W     -   0.99969830  x   1.00004782  =   0.99974610
 FP0521!SPC AZ E     -   0.99969830  x   1.00004552  =   0.99974380
 FP0521!UTM  12      -   0.99969830  x   1.00001859  =   0.99971688
 FP0521
 FP0521:                Primary Azimuth Mark                     Grid Az
 FP0521:SPC NM W     -  I40 122                                  230 33 50.0
 FP0521:SPC AZ E     -  I40 122                                  229 12 39.6
 FP0521:UTM  12      -  I40 122                                  228 43 39.3
 FP0521
 FP0521|---------------------------------------------------------------------|
 FP0521| PID    Reference Object                     Distance      Geod. Az  |
 FP0521|                                                           dddmmss.s |
 FP0521| FP0520 I40 122                             APPROX. 1.9 KM 2295418.1 |
 FP0521|---------------------------------------------------------------------|
 FP0521
 FP0521                          SUPERSEDED SURVEY CONTROL
 FP0521
 FP0521  NAD 83(1992)-  35 26 02.09402(N)    108 58 10.85383(W) AD(       ) 2
 FP0521  NAD 83(1986)-  35 26 02.09353(N)    108 58 10.85469(W) AD(       ) 2
 FP0521  NAD 27      -  35 26 02.00759(N)    108 58 08.53300(W) AD(       ) 2
 FP0521  NGVD 29 (07/19/86) 1943.4    (m)         6376.     (f) VERT ANG       
 FP0521
 FP0521.Superseded values are not recommended for survey control.
 FP0521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0521.See file dsdata.txt to determine how the superseded data were derived.
 FP0521
 FP0521_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXE8429923058(NAD 83)
 FP0521_MARKER: DD = SURVEY DISK
 FP0521_SETTING: 0 = UNSPECIFIED SETTING
 FP0521_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FP0521
 FP0521  HISTORY     - Date     Condition        Report By
 FP0521  HISTORY     - 1972     MONUMENTED       NMHD
 FP0521
 FP0521                          STATION DESCRIPTION
 FP0521
 FP0521'DESCRIBED BY NM HIGHWAY DEPT 1972 (RGL)
 FP0521'THE STATION IS LOCATED ABOUT 15 MILES WEST OF GALLUP ALONG
 FP0521'INTERSTATE 40.
 FP0521'
 FP0521'TO REACH THE STATION FROM THE AT+SF. RAILROAD DEPOT IN GALLUP,
 FP0521'GO WEST ON OLD U.S. HIGHWAY 66 FOR 5.3 MILES TO INTERCHANGE AT
 FP0521'I-40.  TURN LEFT ON RAMP AND GO WEST ON I-40 FOR 9.7 MILES TO THE
 FP0521'STATION ON THE LEFT.
 FP0521'
 FP0521'THE STATION IS LOCATED UNDER A LARGE SIGN READING ALL TRUCKS,
 FP0521'BUSES, TOWBARS, DEALER PLATES, LIVESTOCK HAULERS USE NEXT
 FP0521'EXIT.  IT IS 3 FT. NORTH OF A WITNESS POST AND 6.5 FT. SOUTH OF
 FP0521'THE SOUTH CONCRETE SIGN BASE.
 FP0521'
 FP0521'THE MONUMENT IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 FP0521'BRASS DISK, STAMPED I-40-121, AND IS SET IN CONCRETE FLUSH WITH
 FP0521'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0520 ***********************************************************************
 FP0520  DESIGNATION -  I40 122
 FP0520  PID         -  FP0520
 FP0520  STATE/COUNTY-  NM/MCKINLEY
 FP0520  USGS QUAD   -  MANUELITO (1979)
 FP0520
 FP0520                         *CURRENT SURVEY CONTROL
 FP0520  ___________________________________________________________________
 FP0520* NAD 83(1992)-  35 25 23.08846(N)    108 59 07.44730(W)     ADJUSTED  
 FP0520* NAVD 88     -      1945.0    (meters)    6381.     (feet)  VERTCON   
 FP0520  ___________________________________________________________________
 FP0520  LAPLACE CORR-           0.90  (seconds)                    DEFLEC99
 FP0520  GEOID HEIGHT-         -21.61  (meters)                     GEOID03
 FP0520
 FP0520  HORZ ORDER  -  SECOND
 FP0520
 FP0520.The horizontal coordinates were established by classical geodetic methods
 FP0520.and adjusted by the National Geodetic Survey in December 1993..
 FP0520
 FP0520.The NAVD 88 height was computed by applying the VERTCON shift value to
 FP0520.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FP0520
 FP0520.The Laplace correction was computed from DEFLEC99 derived deflections.
 FP0520
 FP0520.The geoid height was determined by GEOID03.
 FP0520
 FP0520;                    North         East     Units Scale Factor Converg.
 FP0520;SPC NM W     -   491,125.782   725,380.339   MT  1.00005151   -0 40 04.1
 FP0520;SPC NM W     - 1,611,301.84  2,379,852.00   sFT  1.00005151   -0 40 04.1
 FP0520;SPC AZ E     -   491,148.892   320,629.288   MT  1.00004176   +0 41 05.1
 FP0520;SPC AZ E     - 1,611,380.88  1,051,933.36   iFT  1.00004176   +0 41 05.1
 FP0520;UTM  12      - 3,921,826.838   682,896.627   MT  1.00001225   +1 10 04.8
 FP0520
 FP0520!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FP0520!SPC NM W     -   0.99969819  x   1.00005151  =   0.99974969
 FP0520!SPC AZ E     -   0.99969819  x   1.00004176  =   0.99973994
 FP0520!UTM  12      -   0.99969819  x   1.00001225  =   0.99971044
 FP0520
 FP0520:                Primary Azimuth Mark                     Grid Az
 FP0520:SPC NM W     -  I40 123                                  233 38 33.8
 FP0520:SPC AZ E     -  I40 123                                  232 17 24.6
 FP0520:UTM  12      -  I40 123                                  231 48 24.9
 FP0520
 FP0520|---------------------------------------------------------------------|
 FP0520| PID    Reference Object                     Distance      Geod. Az  |
 FP0520|                                                           dddmmss.s |
 FP0520| FP0571 I40 123                             APPROX. 1.8 KM 2325829.7 |
 FP0520|---------------------------------------------------------------------|
 FP0520
 FP0520                          SUPERSEDED SURVEY CONTROL
 FP0520
 FP0520  NAD 83(1992)-  35 25 23.08847(N)    108 59 07.44767(W) AD(       ) 2
 FP0520  NAD 83(1986)-  35 25 23.08787(N)    108 59 07.44852(W) AD(       ) 2
 FP0520  NAD 27      -  35 25 23.00118(N)    108 59 05.12561(W) AD(       ) 2
 FP0520  NGVD 29 (07/19/86) 1944.1    (m)         6378.     (f) VERT ANG       
 FP0520
 FP0520.Superseded values are not recommended for survey control.
 FP0520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0520.See file dsdata.txt to determine how the superseded data were derived.
 FP0520
 FP0520_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXE8289721827(NAD 83)
 FP0520_MARKER: DD = SURVEY DISK
 FP0520_SETTING: 0 = UNSPECIFIED SETTING
 FP0520_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FP0520
 FP0520  HISTORY     - Date     Condition        Report By
 FP0520  HISTORY     - 1972     MONUMENTED       NMHD
 FP0520
 FP0520                          STATION DESCRIPTION
 FP0520
 FP0520'DESCRIBED BY NM HIGHWAY DEPT 1972 (RGL)
 FP0520'THE STATION IS LOCATED ABOUT 16 MILES WEST OF GALLUP ALONG
 FP0520'INTERSTATE 40.
 FP0520'
 FP0520'TO REACH THE STATION FROM THE AT+SF. RAILROAD DEPOT IN GALLUP,
 FP0520'GO WEST ON OLD U.S. HIGHWAY 66 FOR 5.3 MILES TO INTERCHANGE AT
 FP0520'I-40.  TURN LEFT AND GO WEST ON I-40 FOR 10.3 MILES TO CROSS
 FP0520'OVER ROAD IN MEDIAN.  TURN LEFT GOING ACROSS EASTBOUND LANE AND
 FP0520'GO TO RIGHT OF WAY FENCE ON SOUTH SIDE OF HIGHWAY TO GATE.  PASS
 FP0520'THROUGH GATE AND TURN RIGHT GOING WEST FOLLOWING POWER POLE LINE
 FP0520'ON BLADED DIRT ROAD FOR 0.6 MILE THEN TURN SHARP RIGHT OFF OF
 FP0520'MAIN DIRT ROAD AND GO STRAIGHT TO HIGHWAY RIGHT OF WAY FENCE
 FP0520'ABOUT 300 FT. AWAY, AND TO THE STATION.
 FP0520'
 FP0520'THE STATION IS LOCATED 3 FT. SOUTH OF THE FENCE AND 3 FT. SOUTH
 FP0520'OF A WITNESS POST ON THE SUMMIT OF A HIGHWAY CUT.
 FP0520'
 FP0520'THE MONUMENT IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 FP0520'BRASS DISK, STAMPED I-40-122, AND IS SET IN CONCRETE FLUSH WITH
 FP0520'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0571 ***********************************************************************
 FP0571  DESIGNATION -  I40 123
 FP0571  PID         -  FP0571
 FP0571  STATE/COUNTY-  NM/MCKINLEY
 FP0571  USGS QUAD   -  SURRENDER CANYON (1971)
 FP0571
 FP0571                         *CURRENT SURVEY CONTROL
 FP0571  ___________________________________________________________________
 FP0571* NAD 83(1992)-  35 24 47.70807(N)    109 00 04.74178(W)     ADJUSTED  
 FP0571* NAVD 88     -      1926.8    (meters)    6322.     (feet)  VERTCON   
 FP0571  ___________________________________________________________________
 FP0571  LAPLACE CORR-           0.66  (seconds)                    DEFLEC99
 FP0571  GEOID HEIGHT-         -21.63  (meters)                     GEOID03
 FP0571
 FP0571  HORZ ORDER  -  SECOND
 FP0571
 FP0571.The horizontal coordinates were established by classical geodetic methods
 FP0571.and adjusted by the National Geodetic Survey in December 1993..
 FP0571
 FP0571.The NAVD 88 height was computed by applying the VERTCON shift value to
 FP0571.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FP0571
 FP0571.The Laplace correction was computed from DEFLEC99 derived deflections.
 FP0571
 FP0571.The geoid height was determined by GEOID03.
 FP0571
 FP0571;                    North         East     Units Scale Factor Converg.
 FP0571;SPC NM W     -   490,052.375   723,922.132   MT  1.00005529   -0 40 36.7
 FP0571;SPC NM W     - 1,607,780.17  2,375,067.86   sFT  1.00005529   -0 40 36.7
 FP0571;SPC AZ E     -   490,041.383   319,196.840   MT  1.00003800   +0 40 31.3
 FP0571;SPC AZ E     - 1,607,747.32  1,047,233.73   iFT  1.00003800   +0 40 31.3
 FP0571;UTM  12      - 3,920,707.322   681,473.615   MT  1.00000586   +1 09 30.6
 FP0571
 FP0571!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FP0571!SPC NM W     -   0.99970105  x   1.00005529  =   0.99975632
 FP0571!SPC AZ E     -   0.99970105  x   1.00003800  =   0.99973904
 FP0571!UTM  12      -   0.99970105  x   1.00000586  =   0.99970691
 FP0571
 FP0571:                Primary Azimuth Mark                     Grid Az
 FP0571:SPC NM W     -  I40 122                                  053 38 33.2
 FP0571:SPC AZ E     -  I40 122                                  052 17 25.2
 FP0571:UTM  12      -  I40 122                                  051 48 25.9
 FP0571
 FP0571|---------------------------------------------------------------------|
 FP0571| PID    Reference Object                     Distance      Geod. Az  |
 FP0571|                                                           dddmmss.s |
 FP0571| FP0520 I40 122                             APPROX. 1.8 KM 0525756.5 |
 FP0571|---------------------------------------------------------------------|
 FP0571
 FP0571                          SUPERSEDED SURVEY CONTROL
 FP0571
 FP0571  NAD 83(1992)-  35 24 47.70806(N)    109 00 04.74207(W) AD(       ) 2
 FP0571  NAD 83(1986)-  35 24 47.70734(N)    109 00 04.74294(W) AD(       ) 2
 FP0571  NAD 27      -  35 24 47.62001(N)    109 00 02.41880(W) AD(       ) 2
 FP0571  NGVD 29 (07/19/86) 1925.9    (m)         6319.     (f) VERT ANG       
 FP0571
 FP0571.Superseded values are not recommended for survey control.
 FP0571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0571.See file dsdata.txt to determine how the superseded data were derived.
 FP0571
 FP0571_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXE8147420707(NAD 83)
 FP0571_MARKER: DD = SURVEY DISK
 FP0571_SETTING: 0 = UNSPECIFIED SETTING
 FP0571_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FP0571
 FP0571  HISTORY     - Date     Condition        Report By
 FP0571  HISTORY     - 1972     MONUMENTED       NMHD
 FP0571
 FP0571                          STATION DESCRIPTION
 FP0571
 FP0571'DESCRIBED BY NM HIGHWAY DEPT 1972 (RGL)
 FP0571'THE STATION IS LOCATED ABOUT 17 MILES WEST OF GALLUP ALONG STATE
 FP0571'ROAD 118 (OLD U.S. 66).
 FP0571'
 FP0571'TO REACH THE STATION FROM THE AT+SF. RAILROAD DEPOT IN GALLUP, GO
 FP0571'WEST ON OLD U.S. HIGHWAY 66 FOR 5.3 MILES TO INTERCHANGE AT
 FP0571'I-40.  TURN LEFT AND GO WEST ON I-40 FOR 8.2 MILES TO EXIT FROM
 FP0571'I-40 TO DEFIANCE AND MANUELITO.  TAKE EXIT TO THE RIGHT AND GO
 FP0571'0.1 MILE TO JUNCTION.  TURN LEFT AT JUNCTION AND GO WESTERLY ON
 FP0571'PAVED ROAD (OLD U.S. HIGHWAY 66, NOW DESIGNATED STATE ROAD 118)
 FP0571'FOR 3.8 MILES TO THE STATION ON THE LEFT.
 FP0571'
 FP0571'THE STATION IS LOCATED BELOW A HIGH ROCK CUT, 30 FT. SOUTH OF
 FP0571'HIGHWAY CENTERLINE, 115 FT. WEST OF CONCRETE PIPE HEADWALL, AND
 FP0571'2 FT. NORTH OF A WITNESS POST.
 FP0571'
 FP0571'THE MONUMENT IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 FP0571'BRASS DISK, STAMPED I-40-123, AND IS SET IN CONCRETE FLUSH WITH
 FP0571'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0573 ***********************************************************************
 FP0573  DESIGNATION -  I40 124
 FP0573  PID         -  FP0573
 FP0573  STATE/COUNTY-  NM/MCKINLEY
 FP0573  USGS QUAD   -  SURRENDER CANYON (1971)
 FP0573
 FP0573                         *CURRENT SURVEY CONTROL
 FP0573  ___________________________________________________________________
 FP0573* NAD 83(1992)-  35 23 29.85909(N)    109 00 35.19478(W)     ADJUSTED  
 FP0573* NAVD 88     -      1898.9    (meters)    6230.     (feet)  VERTCON   
 FP0573  ___________________________________________________________________
 FP0573  LAPLACE CORR-           1.18  (seconds)                    DEFLEC99
 FP0573  GEOID HEIGHT-         -21.68  (meters)                     GEOID03
 FP0573
 FP0573  HORZ ORDER  -  SECOND
 FP0573
 FP0573.The horizontal coordinates were established by classical geodetic methods
 FP0573.and adjusted by the National Geodetic Survey in December 1993..
 FP0573
 FP0573.The NAVD 88 height was computed by applying the VERTCON shift value to
 FP0573.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FP0573
 FP0573.The Laplace correction was computed from DEFLEC99 derived deflections.
 FP0573
 FP0573.The geoid height was determined by GEOID03.
 FP0573
 FP0573;                    North         East     Units Scale Factor Converg.
 FP0573;SPC NM W     -   487,662.298   723,125.281   MT  1.00005738   -0 40 53.1
 FP0573;SPC NM W     - 1,599,938.72  2,372,453.53   sFT  1.00005738   -0 40 53.1
 FP0573;SPC AZ E     -   487,633.219   318,456.613   MT  1.00003607   +0 40 12.3
 FP0573;SPC AZ E     - 1,599,846.52  1,044,805.16   iFT  1.00003607   +0 40 12.3
 FP0573;UTM  12      - 3,918,293.083   680,753.738   MT  1.00000265   +1 09 10.7
 FP0573
 FP0573!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FP0573!SPC NM W     -   0.99970543  x   1.00005738  =   0.99976279
 FP0573!SPC AZ E     -   0.99970543  x   1.00003607  =   0.99974149
 FP0573!UTM  12      -   0.99970543  x   1.00000265  =   0.99970808
 FP0573
 FP0573:                Primary Azimuth Mark                     Grid Az
 FP0573:SPC NM W     -  I40 125                                  231 35 02.3
 FP0573:SPC AZ E     -  I40 125                                  230 13 56.9
 FP0573:UTM  12      -  I40 125                                  229 44 58.5
 FP0573
 FP0573|---------------------------------------------------------------------|
 FP0573| PID    Reference Object                     Distance      Geod. Az  |
 FP0573|                                                           dddmmss.s |
 FP0573| FP0577 I40 125                             APPROX. 3.5 KM 2305409.2 |
 FP0573|---------------------------------------------------------------------|
 FP0573
 FP0573                          SUPERSEDED SURVEY CONTROL
 FP0573
 FP0573  NAD 83(1992)-  35 23 29.85910(N)    109 00 35.19497(W) AD(       ) 2
 FP0573  NAD 83(1986)-  35 23 29.85826(N)    109 00 35.19574(W) AD(       ) 2
 FP0573  NAD 27      -  35 23 29.76930(N)    109 00 32.87126(W) AD(       ) 2
 FP0573  NGVD 29 (07/19/86) 1898.0    (m)         6227.     (f) VERT ANG       
 FP0573
 FP0573.Superseded values are not recommended for survey control.
 FP0573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0573.See file dsdata.txt to determine how the superseded data were derived.
 FP0573
 FP0573_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXE8075418293(NAD 83)
 FP0573_MARKER: DD = SURVEY DISK
 FP0573_SETTING: 0 = UNSPECIFIED SETTING
 FP0573_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FP0573
 FP0573  HISTORY     - Date     Condition        Report By
 FP0573  HISTORY     - 1972     MONUMENTED       NMHD
 FP0573
 FP0573                          STATION DESCRIPTION
 FP0573
 FP0573'DESCRIBED BY NM HIGHWAY DEPT 1972 (RGL)
 FP0573'THE STATION IS LOCATED ABOUT 18 MILES WEST OF GALLUP ALONG
 FP0573'INTERSTATE 40.
 FP0573'
 FP0573'TO REACH THE STATION FROM THE AT+SF. RAILROAD DEPOT IN GALLUP,
 FP0573'GO WEST ON OLD U.S. HIGHWAY 66 FOR 5.3 MILES TO INTERCHANGE AT
 FP0573'I-40.  TURN LEFT AND GO WEST ON I-40 FOR 13.5 MILES TO THE
 FP0573'STATION ON THE RIGHT.
 FP0573'
 FP0573'THE STATION IS LOCATED ABOUT 30 FT. NE OF A DITCH, 4 FT. SOUTH
 FP0573'OF THE RIGHT OF WAY FENCE AND WITNESS POST, AND ABOUT 150 FT. WEST
 FP0573'OF A LARGE JUNIPER TREE.
 FP0573'
 FP0573'THE MONUMENT IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 FP0573'BRASS DISK, STAMPED I-40-124, AND IS SET IN CONCRETE FLUSH WITH
 FP0573'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0577 ***********************************************************************
 FP0577  DESIGNATION -  I40 125
 FP0577  PID         -  FP0577
 FP0577  STATE/COUNTY-  NM/MCKINLEY
 FP0577  USGS QUAD   -  LUPTON (1971)
 FP0577
 FP0577                         *CURRENT SURVEY CONTROL
 FP0577  ___________________________________________________________________
 FP0577* NAD 83(1992)-  35 22 18.55495(N)    109 02 22.30653(W)     ADJUSTED  
 FP0577* NAVD 88     -      1899.8    (meters)    6233.     (feet)  VERTCON   
 FP0577  ___________________________________________________________________
 FP0577  LAPLACE CORR-           1.09  (seconds)                    DEFLEC99
 FP0577  GEOID HEIGHT-         -21.73  (meters)                     GEOID03
 FP0577
 FP0577  HORZ ORDER  -  SECOND
 FP0577
 FP0577.The horizontal coordinates were established by classical geodetic methods
 FP0577.and adjusted by the National Geodetic Survey in December 1993..
 FP0577
 FP0577.The NAVD 88 height was computed by applying the VERTCON shift value to
 FP0577.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FP0577
 FP0577.The Laplace correction was computed from DEFLEC99 derived deflections.
 FP0577
 FP0577.The geoid height was determined by GEOID03.
 FP0577
 FP0577;                    North         East     Units Scale Factor Converg.
 FP0577;SPC NM W     -   485,497.369   720,395.405   MT  1.00006466   -0 41 53.9
 FP0577;SPC NM W     - 1,592,835.95  2,363,497.26   sFT  1.00006466   -0 41 53.9
 FP0577;SPC AZ E     -   485,404.584   315,778.622   MT  1.00002923   +0 39 09.1
 FP0577;SPC AZ E     - 1,592,534.72  1,036,019.10   iFT  1.00002923   +0 39 09.1
 FP0577;UTM  12      - 3,916,042.044   678,094.715   MT  0.99999089   +1 08 06.6
 FP0577
 FP0577!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FP0577!SPC NM W     -   0.99970531  x   1.00006466  =   0.99976995
 FP0577!SPC AZ E     -   0.99970531  x   1.00002923  =   0.99973453
 FP0577!UTM  12      -   0.99970531  x   0.99999089  =   0.99969620
 FP0577
 FP0577:                Primary Azimuth Mark                     Grid Az
 FP0577:SPC NM W     -  LINE                                     212 14 16.1
 FP0577:SPC AZ E     -  LINE                                     210 53 13.1
 FP0577:UTM  12      -  LINE                                     210 24 15.6
 FP0577
 FP0577|---------------------------------------------------------------------|
 FP0577| PID    Reference Object                     Distance      Geod. Az  |
 FP0577|                                                           dddmmss.s |
 FP0577| FP0248 LINE                                APPROX. 1.3 KM 2113222.2 |
 FP0577|---------------------------------------------------------------------|
 FP0577
 FP0577                          SUPERSEDED SURVEY CONTROL
 FP0577
 FP0577  NAD 83(1992)-  35 22 18.55493(N)    109 02 22.30658(W) AD(       ) 2
 FP0577  NAD 83(1986)-  35 22 18.55392(N)    109 02 22.30731(W) AD(       ) 2
 FP0577  NAD 27      -  35 22 18.46367(N)    109 02 19.98074(W) AD(       ) 2
 FP0577  NGVD 29 (07/19/86) 1898.8    (m)         6230.     (f) VERT ANG       
 FP0577
 FP0577.Superseded values are not recommended for survey control.
 FP0577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0577.See file dsdata.txt to determine how the superseded data were derived.
 FP0577
 FP0577_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXE7809516042(NAD 83)
 FP0577_MARKER: DD = SURVEY DISK
 FP0577_SETTING: 0 = UNSPECIFIED SETTING
 FP0577_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FP0577
 FP0577  HISTORY     - Date     Condition        Report By
 FP0577  HISTORY     - 1972     MONUMENTED       NMHD
 FP0577
 FP0577                          STATION DESCRIPTION
 FP0577
 FP0577'DESCRIBED BY NM HIGHWAY DEPT 1972 (RGL)
 FP0577'THE STATION IS LOCATED ABOUT 21 MILES WEST OF GALLUP ALONG
 FP0577'INTERSTATE 40.
 FP0577'
 FP0577'TO REACH THE STATION FROM THE AT+SF RAILROAD DEPOT IN GALLUP,
 FP0577'GO WEST ON OLD U.S. HIGHWAY 66 FOR 5.3 MILES TO INTERCHANGE AT
 FP0577'I-40.  TURN LEFT AND GO WEST ON I-40 FOR 15.8 MILES TO THE
 FP0577'STATION ON THE RIGHT AT THE NW. CORNER OF A BRIDGE OVER THE
 FP0577'RAILROAD.
 FP0577'
 FP0577'THE STATION IS LOCATED 5 FT. NORTH OF THE NW. WINGWALL AND 2
 FP0577'FT. EAST OF THE WEST EDGE OF THE WINGWALL.
 FP0577'
 FP0577'THE MONUMENT IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 FP0577'BRASS DISK, STAMPED I-40-125 AND IS SET IN CONCRETE FLUSH
 FP0577'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1289 ***********************************************************************
 FO1289  DESIGNATION -  I40 13
 FO1289  PID         -  FO1289
 FO1289  STATE/COUNTY-  NM/BERNALILLO
 FO1289  USGS QUAD   -  ALBUQUERQUE WEST (1990)
 FO1289
 FO1289                         *CURRENT SURVEY CONTROL
 FO1289  ___________________________________________________________________
 FO1289* NAD 83(1992)-  35 06 14.28668(N)    106 37 50.25034(W)     ADJUSTED  
 FO1289* NAVD 88     -      1551.17   (+/-2cm)    5089.1    (feet)  VERTCON   
 FO1289  ___________________________________________________________________
 FO1289  LAPLACE CORR-           6.69  (seconds)                    DEFLEC99
 FO1289  GEOID HEIGHT-         -21.24  (meters)                     GEOID03
 FO1289
 FO1289  HORZ ORDER  -  SECOND
 FO1289  VERT ORDER  -  THIRD ? (See Below)
 FO1289
 FO1289.The horizontal coordinates were established by classical geodetic methods
 FO1289.and adjusted by the National Geodetic Survey in December 1993..
 FO1289
 FO1289.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1289.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1289.The vertical order pertains to the NGVD 29 superseded value.
 FO1289
 FO1289.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1289
 FO1289.The geoid height was determined by GEOID03.
 FO1289
 FO1289;                    North         East     Units Scale Factor Converg.
 FO1289;SPC NM C     -   455,173.769   465,300.822   MT  0.99991483   -0 13 08.0
 FO1289;SPC NM C     - 1,493,349.27  1,526,574.45   sFT  0.99991483   -0 13 08.0
 FO1289;UTM  13      - 3,885,789.203   351,384.365   MT  0.99987221   -0 56 16.4
 FO1289
 FO1289!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1289!SPC NM C     -   0.99975991  x   0.99991483  =   0.99967476
 FO1289!UTM  13      -   0.99975991  x   0.99987221  =   0.99963215
 FO1289
 FO1289:                Primary Azimuth Mark                     Grid Az
 FO1289:SPC NM C     -  I25 23                                   022 59 45.9
 FO1289:UTM  13      -  I25 23                                   023 42 54.3
 FO1289
 FO1289|---------------------------------------------------------------------|
 FO1289| PID    Reference Object                     Distance      Geod. Az  |
 FO1289|                                                           dddmmss.s |
 FO1289| FO1287 I25 23                              APPROX. 0.6 KM 0224637.9 |
 FO1289|---------------------------------------------------------------------|
 FO1289
 FO1289                          SUPERSEDED SURVEY CONTROL
 FO1289
 FO1289  NAD 83(1986)-  35 06 14.29230(N)    106 37 50.25170(W) AD(       ) 2
 FO1289  NAD 27      -  35 06 14.12699(N)    106 37 48.16062(W) AD(       ) 2
 FO1289  NGVD 29 (07/19/86) 1550.35   (m)         5086.4    (f) LEVELING    3  
 FO1289
 FO1289.Superseded values are not recommended for survey control.
 FO1289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1289.See file dsdata.txt to determine how the superseded data were derived.
 FO1289
 FO1289_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU5138485789(NAD 83)
 FO1289_MARKER: DD = SURVEY DISK
 FO1289_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FO1289_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FO1289_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO1289+STABILITY: SURFACE MOTION
 FO1289
 FO1289  HISTORY     - Date     Condition        Report By
 FO1289  HISTORY     - 1969     MONUMENTED       NMHD
 FO1289
 FO1289                          STATION DESCRIPTION
 FO1289
 FO1289'DESCRIBED BY NM HIGHWAY DEPT 1969 (SRC)
 FO1289'THE STATION IS LOCATED ON THE CROSS-OVER RAMP FROM I-25
 FO1289'NORTH-BOUND TO I-40 WEST-BOUND.  IT IS THE HIGHEST POINT
 FO1289'OF THE I-25 AND THE I-40 INTERCHANGE.
 FO1289'
 FO1289'TO REACH THE LOCATION FROM THE INTERSECTION OF CENTRAL AND
 FO1289'THE RAILROAD TRACKS (DOWNTOWN ALBUQUERQUE), GO EAST ON CENTRAL
 FO1289'(U.S.-66) FOR 0.6 MILE AND TURN NORTH ON I-25.  TRAVEL NORTH
 FO1289'ON I-25 FOR 1.33 MILE AND TAKE THE I-40 CROSS-OVER OR AS IS
 FO1289'ON THE SIGN, I-40 WEST TO GRANTS.  AS YOU REACH THE PEAK OF
 FO1289'THE CURVE AND THE RAMP, THE POINT IS LOCATED TO THE NORTH
 FO1289'OF THIS LOCATION.  THE STATION IS APPROXIMATELY 10 FT SOUTHEAST
 FO1289'OF THE SOUTHEAST WINGWALL OF THE RAMP BRIDGE CONNECTING I-40
 FO1289'AND IS KNOWN AS THE BIG I.
 FO1289'
 FO1289'THE MONUMENT IS A STANDARD STATE HIGHWAY COMMISSION DISK
 FO1289'STAMPED STA. I-40-13, AND IS LEVEL WITH THE GROUND.
 FO1289'
 FO1289'FOR INFORMATION TO THE STATIONS OF NATIONAL AND CANDELARIA,
 FO1289'SEE THE TRIANGULATION DESCRIPTION SHEETS FOR NATIONAL AND
 FO1289'CANDELARIA.  FOR THE STATIONS I-40-14, I-25-23, I-40-12,
 FO1289'AND I-25-24, SEE THE TRAVERSE SHEETS FOR I-40-14, I-25-23,
 FO1289'I-40-12, AND I-25-24.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1339 ***********************************************************************
 FO1339  DESIGNATION -  I40 14
 FO1339  PID         -  FO1339
 FO1339  STATE/COUNTY-  NM/BERNALILLO
 FO1339  USGS QUAD   -  ALBUQUERQUE WEST (1990)
 FO1339
 FO1339                         *CURRENT SURVEY CONTROL
 FO1339  ___________________________________________________________________
 FO1339* NAD 83(1992)-  35 06 24.43081(N)    106 39 01.99511(W)     ADJUSTED  
 FO1339* NAVD 88     -      1519.45   (+/-2cm)    4985.1    (feet)  VERTCON   
 FO1339  ___________________________________________________________________
 FO1339  LAPLACE CORR-           5.28  (seconds)                    DEFLEC99
 FO1339  GEOID HEIGHT-         -21.31  (meters)                     GEOID03
 FO1339
 FO1339  HORZ ORDER  -  SECOND
 FO1339  VERT ORDER  -  THIRD ? (See Below)
 FO1339
 FO1339.The horizontal coordinates were established by classical geodetic methods
 FO1339.and adjusted by the National Geodetic Survey in December 1993..
 FO1339
 FO1339.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1339.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1339.The vertical order pertains to the NGVD 29 superseded value.
 FO1339
 FO1339.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1339
 FO1339.The geoid height was determined by GEOID03.
 FO1339
 FO1339;                    North         East     Units Scale Factor Converg.
 FO1339;SPC NM C     -   455,493.479   463,485.259   MT  0.99991643   -0 13 49.3
 FO1339;SPC NM C     - 1,494,398.19  1,520,617.89   sFT  0.99991643   -0 13 49.3
 FO1339;UTM  13      - 3,886,131.657   349,573.030   MT  0.99987888   -0 56 57.9
 FO1339
 FO1339!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1339!SPC NM C     -   0.99976490  x   0.99991643  =   0.99968135
 FO1339!UTM  13      -   0.99976490  x   0.99987888  =   0.99964381
 FO1339
 FO1339:                Primary Azimuth Mark                     Grid Az
 FO1339:SPC NM C     -  I40 15                                   263 53 40.6
 FO1339:UTM  13      -  I40 15                                   264 36 49.2
 FO1339
 FO1339|---------------------------------------------------------------------|
 FO1339| PID    Reference Object                     Distance      Geod. Az  |
 FO1339|                                                           dddmmss.s |
 FO1339| FO1335 I40 15                              APPROX. 0.7 KM 2633951.3 |
 FO1339|---------------------------------------------------------------------|
 FO1339
 FO1339                          SUPERSEDED SURVEY CONTROL
 FO1339
 FO1339  NAD 83(1986)-  35 06 24.43636(N)    106 39 01.99650(W) AD(       ) 2
 FO1339  NAD 27      -  35 06 24.27176(N)    106 38 59.90396(W) AD(       ) 2
 FO1339  NGVD 29 (07/19/86) 1518.63   (m)         4982.4    (f) LEVELING    3  
 FO1339
 FO1339.Superseded values are not recommended for survey control.
 FO1339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1339.See file dsdata.txt to determine how the superseded data were derived.
 FO1339
 FO1339_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU4957386132(NAD 83)
 FO1339_MARKER: DD = SURVEY DISK
 FO1339_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FO1339_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FO1339_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO1339+STABILITY: SURFACE MOTION
 FO1339
 FO1339  HISTORY     - Date     Condition        Report By
 FO1339  HISTORY     - 1969     MONUMENTED       NMHD
 FO1339  HISTORY     - 20050116 MARK NOT FOUND   GEOCAC
 FO1339
 FO1339                          STATION DESCRIPTION
 FO1339
 FO1339'DESCRIBED BY NM HIGHWAY DEPT 1969 (SRC)
 FO1339'THE STATION IS LOCATED ON I-40 AT THE WEST END OF THE BRIDGE
 FO1339'OF I-40 OVER SIXTH STREET.
 FO1339'
 FO1339'TO REACH THE STATION FROM THE INTERSECTION OF CENTRAL AND
 FO1339'THE RAILROAD TRACKS (DOWNTOWN ALBUQUERQUE), GO WEST ON CENTRAL
 FO1339'(U.S.-66) FOR 0.12 MILE TO THE INTERSECTION OF SECOND STREET
 FO1339'AND CENTRAL.  AT THE PRESENT, SECOND STREET IS A ONE-WAY
 FO1339'STREET GOING NORTH AND CHANGES TO A TWO-WAY STREET AFTER
 FO1339'1.47 MILE.  TURN NORTH ON SECOND AND CONTINUE NORTH FOR
 FO1339'APPROXIMATELY 1.53 MILE.  AFTER YOU PASS UNDER I-40, TAKE
 FO1339'THE RAMP TO ENTER I-40 WEST-BOUND.  GO WEST ON I-40 FOR 0.2
 FO1339'MILE.  THE STATION IS IN THE CENTER OF THE MEDIAN OF I-40
 FO1339'AND IS ON LINE WITH THE WEST ENDS OF THE WEST BRIDGE
 FO1339'WINGWALLS.
 FO1339'
 FO1339'THE MONUMENT IS A STANDARD STATE HIGHWAY COMMISSION DISK
 FO1339'STAMPED STA. I-40-14, AND IS FLUSH WITH THE GROUND.
 FO1339'
 FO1339'FOR THE INFORMATION TO THE STATION NATIONAL, SEE THE TRIANGULATION
 FO1339'DESCRIPTION SHEET FOR NATIONAL AND FOR THE STATIONS I-40-13
 FO1339'AND I-40-15, SEE THE TRAVERSE DESCRIPTION SHEET I-40-13 AND
 FO1339'I-40-15.
 FO1339
 FO1339                          STATION RECOVERY (2005)
 FO1339
 FO1339'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 FO1339'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1335 ***********************************************************************
 FO1335  DESIGNATION -  I40 15
 FO1335  PID         -  FO1335
 FO1335  STATE/COUNTY-  NM/BERNALILLO
 FO1335  USGS QUAD   -  ALBUQUERQUE WEST (1990)
 FO1335
 FO1335                         *CURRENT SURVEY CONTROL
 FO1335  ___________________________________________________________________
 FO1335* NAD 83(1992)-  35 06 22.05070(N)    106 39 28.07158(W)     ADJUSTED  
 FO1335* NAVD 88     -      1521.02   (+/-2cm)    4990.2    (feet)  VERTCON   
 FO1335  ___________________________________________________________________
 FO1335  LAPLACE CORR-           4.76  (seconds)                    DEFLEC99
 FO1335  GEOID HEIGHT-         -21.33  (meters)                     GEOID03
 FO1335
 FO1335  HORZ ORDER  -  SECOND
 FO1335  VERT ORDER  -  THIRD ? (See Below)
 FO1335
 FO1335.The horizontal coordinates were established by classical geodetic methods
 FO1335.and adjusted by the National Geodetic Survey in December 1993..
 FO1335
 FO1335.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1335.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1335.The vertical order pertains to the NGVD 29 superseded value.
 FO1335
 FO1335.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1335
 FO1335.The geoid height was determined by GEOID03.
 FO1335
 FO1335;                    North         East     Units Scale Factor Converg.
 FO1335;SPC NM C     -   455,422.815   462,824.637   MT  0.99991703   -0 14 04.3
 FO1335;SPC NM C     - 1,494,166.35  1,518,450.50   sFT  0.99991703   -0 14 04.3
 FO1335;UTM  13      - 3,886,069.292   348,911.597   MT  0.99988134   -0 57 12.8
 FO1335
 FO1335!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1335!SPC NM C     -   0.99976466  x   0.99991703  =   0.99968171
 FO1335!UTM  13      -   0.99976466  x   0.99988134  =   0.99964603
 FO1335
 FO1335:                Primary Azimuth Mark                     Grid Az
 FO1335:SPC NM C     -  I40 14                                   083 53 40.6
 FO1335:UTM  13      -  I40 14                                   084 36 49.1
 FO1335
 FO1335|---------------------------------------------------------------------|
 FO1335| PID    Reference Object                     Distance      Geod. Az  |
 FO1335|                                                           dddmmss.s |
 FO1335| FO1339 I40 14                              APPROX. 0.7 KM 0833936.3 |
 FO1335|---------------------------------------------------------------------|
 FO1335
 FO1335                          SUPERSEDED SURVEY CONTROL
 FO1335
 FO1335  NAD 83(1986)-  35 06 22.05621(N)    106 39 28.07297(W) AD(       ) 2
 FO1335  NAD 27      -  35 06 21.89169(N)    106 39 25.97981(W) AD(       ) 2
 FO1335  NGVD 29 (07/19/86) 1520.20   (m)         4987.5    (f) LEVELING    3  
 FO1335
 FO1335.Superseded values are not recommended for survey control.
 FO1335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1335.See file dsdata.txt to determine how the superseded data were derived.
 FO1335
 FO1335_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU4891286069(NAD 83)
 FO1335_MARKER: DD = SURVEY DISK
 FO1335_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FO1335_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FO1335_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO1335+STABILITY: SURFACE MOTION
 FO1335
 FO1335  HISTORY     - Date     Condition        Report By
 FO1335  HISTORY     - 1969     MONUMENTED       NMHD
 FO1335  HISTORY     - 20050116 MARK NOT FOUND   GEOCAC
 FO1335
 FO1335                          STATION DESCRIPTION
 FO1335
 FO1335'DESCRIBED BY NM HIGHWAY DEPT 1969 (SRC)
 FO1335'THE STATION IS LOCATED AT THE INTERSECTION OF 12TH STREET
 FO1335'AND I-40 EAST-BOUND AND EAST OF THE BRIDGE OF I-40 FREEWAY
 FO1335'OVER 12TH STREET.
 FO1335'
 FO1335'TO REACH THE STATION FROM THE INTERSECTION OF CENTRAL AND
 FO1335'THE RAILROAD TRACKS (DOWNTOWN ALBUQUERQUE), GO EAST ON CENTRAL
 FO1335'(U.S.-66) FOR 0.6 MILE AND TURN NORTH ON I-25.  TRAVEL NORTH
 FO1335'ON I-25 FOR APPROXIMATELY 1.30 MILE AND TAKE THE I-40 WEST-BOUND
 FO1335'RAMP.  AFTER ENTERING I-40, CONTINUE WEST FOR 1.35 MILE.
 FO1335'TAKE THE 12TH STREET EXIT OR PARK IN THE MEDIAN FOR THE
 FO1335'POINT IS AT THIS INTERSECTION BUT ON THE SOUTH SIDE.  THE
 FO1335'STATION IS APPROXIMATELY 4.5 FT SOUTHEAST OF THE SOUTHEAST
 FO1335'WINGWALL OF I-40 EAST-BOUND OVER 12TH STREET.
 FO1335'
 FO1335'THE MONUMENT IS A STANDARD STATE HIGHWAY COMMISSION DISK
 FO1335'STAMPED STA I-40-15, AND IS FLUSH WITH THE GROUND.
 FO1335'
 FO1335'FOR THE DESCRIPTION OF THE STATIONS I-40-16 AND I-40-14,
 FO1335'SEE THE TRAVERSE DESCRIPTION STATIONS FOR I-40-16 AND I-40-14.
 FO1335
 FO1335                          STATION RECOVERY (2005)
 FO1335
 FO1335'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 FO1335'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1305 ***********************************************************************
 FO1305  DESIGNATION -  I40 16
 FO1305  PID         -  FO1305
 FO1305  STATE/COUNTY-  NM/BERNALILLO
 FO1305  USGS QUAD   -  ALBUQUERQUE WEST (1990)
 FO1305
 FO1305                         *CURRENT SURVEY CONTROL
 FO1305  ___________________________________________________________________
 FO1305* NAD 83(1992)-  35 06 18.10243(N)    106 40 13.40899(W)     ADJUSTED  
 FO1305* NAVD 88     -      1519.81   (+/-2cm)    4986.2    (feet)  VERTCON   
 FO1305  ___________________________________________________________________
 FO1305  LAPLACE CORR-           3.83  (seconds)                    DEFLEC99
 FO1305  GEOID HEIGHT-         -21.37  (meters)                     GEOID03
 FO1305
 FO1305  HORZ ORDER  -  SECOND
 FO1305  VERT ORDER  -  THIRD ? (See Below)
 FO1305
 FO1305.The horizontal coordinates were established by classical geodetic methods
 FO1305.and adjusted by the National Geodetic Survey in December 1993..
 FO1305
 FO1305.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1305.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1305.The vertical order pertains to the NGVD 29 superseded value.
 FO1305
 FO1305.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1305
 FO1305.The geoid height was determined by GEOID03.
 FO1305
 FO1305;                    North         East     Units Scale Factor Converg.
 FO1305;SPC NM C     -   455,305.923   461,676.056   MT  0.99991810   -0 14 30.3
 FO1305;SPC NM C     - 1,493,782.85  1,514,682.19   sFT  0.99991810   -0 14 30.3
 FO1305;UTM  13      - 3,885,966.826   347,761.679   MT  0.99988564   -0 57 38.8
 FO1305
 FO1305!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1305!SPC NM C     -   0.99976485  x   0.99991810  =   0.99968297
 FO1305!UTM  13      -   0.99976485  x   0.99988564  =   0.99965052
 FO1305
 FO1305:                Primary Azimuth Mark                     Grid Az
 FO1305:SPC NM C     -  I40 15                                   084 11 20.2
 FO1305:UTM  13      -  I40 15                                   084 54 28.7
 FO1305
 FO1305|---------------------------------------------------------------------|
 FO1305| PID    Reference Object                     Distance      Geod. Az  |
 FO1305|                                                           dddmmss.s |
 FO1305| FO1335 I40 15                              APPROX. 1.2 KM 0835649.9 |
 FO1305|---------------------------------------------------------------------|
 FO1305
 FO1305                          SUPERSEDED SURVEY CONTROL
 FO1305
 FO1305  NAD 83(1986)-  35 06 18.10787(N)    106 40 13.41039(W) AD(       ) 2
 FO1305  NAD 27      -  35 06 17.94352(N)    106 40 11.31636(W) AD(       ) 2
 FO1305  NGVD 29 (07/19/86) 1518.99   (m)         4983.6    (f) LEVELING    3  
 FO1305
 FO1305.Superseded values are not recommended for survey control.
 FO1305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1305.See file dsdata.txt to determine how the superseded data were derived.
 FO1305
 FO1305_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU4776285967(NAD 83)
 FO1305_MARKER: DD = SURVEY DISK
 FO1305_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FO1305_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FO1305_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO1305+STABILITY: SURFACE MOTION
 FO1305
 FO1305  HISTORY     - Date     Condition        Report By
 FO1305  HISTORY     - 1969     MONUMENTED       NMHD
 FO1305  HISTORY     - 20051211 MARK NOT FOUND   GEOCAC
 FO1305
 FO1305                          STATION DESCRIPTION
 FO1305
 FO1305'DESCRIBED BY NM HIGHWAY DEPT 1969 (SRC)
 FO1305'THE STATION IS SOUTHEAST OF THE SOUTHEAST WINGWALL OF THE
 FO1305'I-40 BRIDGE OVER RIO GRANDE BLVD. IN THE WESTERN PART OF
 FO1305'ALBUQUERQUE.
 FO1305'
 FO1305'TO REACH THE STATION FROM THE INTERSECTION OF CENTRAL AND
 FO1305'THE RAILROAD TRACKS (DOWNTOWN ALBUQUERQUE), GO EAST ON CENTRAL
 FO1305'(U.S.-66) FOR 0.60 MILE AND TURN NORTH ON I-25.  TRAVEL NORTH
 FO1305'ON I-25 FOR APPROXIMATELY 1.30 MILE AND TURN WEST ON THE
 FO1305'I-40 WEST-BOUND RAMP.  AFTER ENTERING I-40 WEST-BOUND, TRAVEL
 FO1305'WEST FOR APPROXIMATELY 2.10 MILES.  THE STATION IS AT THIS
 FO1305'LOCATION HOWEVER, IT IS ON THE SOUTH SIDE OF I-40 EAST-BOUND.
 FO1305'YOU MAY EITHER PARK OFF THE FREEWAY OR PASS UNDER THE BRIDGE
 FO1305'BY THE RIO GRANDE BLVD. EXIT AND WALK UP THE INBANKMENT OF
 FO1305'THE BRIDGE.  THE STATION IS APPROXIMATELY 1.5 FT SOUTHEAST
 FO1305'OF THE SOUTHEAST WINGWALL OF THE I-40 BRIDGE OVER RIO
 FO1305'GRANDE BLVD.
 FO1305'
 FO1305'THE MONUMENT IS A STANDARD STATE HIGHWAY COMMISSION DISK
 FO1305'STAMPED STA I-40-16 AND IS FLUSH WITH THE GROUND.
 FO1305'
 FO1305'FOR THE INFORMATION TO THE STATIONS I-40-17 AND I-40-15, SEE
 FO1305'THE TRAVERSE DESCRIPTION SHEETS FOR I-40-17 AND I-40-15.
 FO1305
 FO1305                          STATION RECOVERY (2005)
 FO1305
 FO1305'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 FO1305'THE BRIDGE HAS BEEN REBUILT AND EXPANDED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1283 ***********************************************************************
 FO1283  DESIGNATION -  I40 17
 FO1283  PID         -  FO1283
 FO1283  STATE/COUNTY-  NM/BERNALILLO
 FO1283  USGS QUAD   -  ALBUQUERQUE WEST (1990)
 FO1283
 FO1283                         *CURRENT SURVEY CONTROL
 FO1283  ___________________________________________________________________
 FO1283* NAD 83(1992)-  35 06 26.94385(N)    106 41 58.22725(W)     ADJUSTED  
 FO1283* NAVD 88     -      1555.72   (+/-2cm)    5104.1    (feet)  VERTCON   
 FO1283  ___________________________________________________________________
 FO1283  LAPLACE CORR-           1.74  (seconds)                    DEFLEC99
 FO1283  GEOID HEIGHT-         -21.43  (meters)                     GEOID03
 FO1283
 FO1283  HORZ ORDER  -  SECOND
 FO1283  VERT ORDER  -  THIRD ? (See Below)
 FO1283
 FO1283.The horizontal coordinates were established by classical geodetic methods
 FO1283.and adjusted by the National Geodetic Survey in December 1993..
 FO1283
 FO1283.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1283.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1283.The vertical order pertains to the NGVD 29 superseded value.
 FO1283
 FO1283.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1283
 FO1283.The geoid height was determined by GEOID03.
 FO1283
 FO1283;                    North         East     Units Scale Factor Converg.
 FO1283;SPC NM C     -   455,589.956   459,022.962   MT  0.99992069   -0 15 30.7
 FO1283;SPC NM C     - 1,494,714.71  1,505,977.83   sFT  0.99992069   -0 15 30.7
 FO1283;UTM  13      - 3,886,284.122   345,112.435   MT  0.99989567   -0 58 39.4
 FO1283
 FO1283!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1283!SPC NM C     -   0.99975923  x   0.99992069  =   0.99967994
 FO1283!UTM  13      -   0.99975923  x   0.99989567  =   0.99965492
 FO1283
 FO1283:                Primary Azimuth Mark                     Grid Az
 FO1283:SPC NM C     -  I40 18                                   260 47 30.3
 FO1283:UTM  13      -  I40 18                                   261 30 39.0
 FO1283
 FO1283|---------------------------------------------------------------------|
 FO1283| PID    Reference Object                     Distance      Geod. Az  |
 FO1283|                                                           dddmmss.s |
 FO1283| FO1273 I40 18                              APPROX. 0.5 KM 2603159.6 |
 FO1283|---------------------------------------------------------------------|
 FO1283
 FO1283                          SUPERSEDED SURVEY CONTROL
 FO1283
 FO1283  NAD 83(1986)-  35 06 26.94917(N)    106 41 58.22866(W) AD(       ) 2
 FO1283  NAD 27      -  35 06 26.78587(N)    106 41 56.13365(W) AD(       ) 2
 FO1283  NGVD 29 (07/19/86) 1554.90   (m)         5101.4    (f) LEVELING    3  
 FO1283
 FO1283.Superseded values are not recommended for survey control.
 FO1283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1283.See file dsdata.txt to determine how the superseded data were derived.
 FO1283
 FO1283_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU4511286284(NAD 83)
 FO1283_MARKER: DD = SURVEY DISK
 FO1283_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FO1283_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FO1283_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO1283+STABILITY: SURFACE MOTION
 FO1283
 FO1283  HISTORY     - Date     Condition        Report By
 FO1283  HISTORY     - 1969     MONUMENTED       NMHD
 FO1283  HISTORY     - 20051211 MARK NOT FOUND   GEOCAC
 FO1283
 FO1283                          STATION DESCRIPTION
 FO1283
 FO1283'DESCRIBED BY NM HIGHWAY DEPT 1969 (SRC)
 FO1283'THE STATION IS LOCATED ON THE NORTH SIDE OF THE WEST-BOUND
 FO1283'I-40 FREEWAY AT THE TOP OF CUT EAST OF UTILITY BRIDGE AT
 FO1283'ATRISCO DRIVE IN THE WEST PART OF ALBUQUERQUE.
 FO1283'
 FO1283'TO REACH THE STATION FROM THE INTERSECTION OF CENTRAL AND
 FO1283'THE RAILROAD TRACKS (DOWNTOWN ALBUQUERQUE), GO EAST ON CENTRAL
 FO1283'(U.S.-66) FOR APPROXIMATELY 0.60 MILE AND TURN NORTH ON THE
 FO1283'I-25 NORTH-BOUND FREEWAY.  CONTINUE NORTH ON I-25 FOR 1.30
 FO1283'MILE AND TAKE THE I-40 WEST-BOUND RAMP.  AFTER ENTERING I-40,
 FO1283'CONTINUE WEST FOR APPROXIMATELY 4.15 MILES AND TURN NORTH
 FO1283'ON NORTH COORS BLVD. (NM-448).  GO NORTH ON NORTH COORS
 FO1283'FOR APPROXIMATELY 0.23 MILE TO A GRAVEL ROAD GOING SOUTHEAST
 FO1283'NAMED ATRISCO DRIVE.  TURN SOUTH (RIGHT) AND GO SOUTH ON
 FO1283'ATRISCO DRIVE FOR APPROXIMATLEY 0.30 MILE TO THE R/W FENCE
 FO1283'AND THE UTILITY BRIDGE.  FROM HERE YOU MUST WALK.  TO THE
 FO1283'EAST OF THE BRIDGE IS A GATE, ENTER THE GATE AND FROM THE
 FO1283'BRIDGE GO EAST FOR APPROXIMATELY 300 FT ALONG THE R/W FENCE.
 FO1283'THEN GO SOUTH FOR APPROXIMATELY 30 FT.
 FO1283'
 FO1283'THE MONUMENT IS A STANDARD STATE HIGHWAY COMMISSION DISK
 FO1283'STAMPED STA I-40-17, AND IS FLUSH WITH THE GROUND.
 FO1283'
 FO1283'FOR THE INFORMATION TO THE STATIONS I-40-16 AND I-40-18,
 FO1283'SEE THE TRAVERSE DESCRIPTION SHEET FOR I-40-16 AND I-40-18.
 FO1283
 FO1283                          STATION RECOVERY (2005)
 FO1283
 FO1283'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 FO1283'THE AREA AROUND THE BRIDGE IS BEING REBUILT AS PART OF THE EXPANSION
 FO1283'OF THE I-40 AND COORS INTERCHANGE CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1273 ***********************************************************************
 FO1273  DESIGNATION -  I40 18
 FO1273  PID         -  FO1273
 FO1273  STATE/COUNTY-  NM/BERNALILLO
 FO1273  USGS QUAD   -  ALBUQUERQUE WEST (1990)
 FO1273
 FO1273                         *CURRENT SURVEY CONTROL
 FO1273  ___________________________________________________________________
 FO1273* NAD 83(1992)-  35 06 24.14432(N)    106 42 18.65414(W)     ADJUSTED  
 FO1273* NAVD 88     -      1556.52   (+/-2cm)    5106.7    (feet)  VERTCON   
 FO1273  ___________________________________________________________________
 FO1273  LAPLACE CORR-           1.38  (seconds)                    DEFLEC99
 FO1273  GEOID HEIGHT-         -21.43  (meters)                     GEOID03
 FO1273
 FO1273  HORZ ORDER  -  SECOND
 FO1273  VERT ORDER  -  THIRD ? (See Below)
 FO1273
 FO1273.The horizontal coordinates were established by classical geodetic methods
 FO1273.and adjusted by the National Geodetic Survey in December 1993..
 FO1273
 FO1273.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1273.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1273.The vertical order pertains to the NGVD 29 superseded value.
 FO1273
 FO1273.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1273
 FO1273.The geoid height was determined by GEOID03.
 FO1273
 FO1273;                    North         East     Units Scale Factor Converg.
 FO1273;SPC NM C     -   455,506.038   458,505.311   MT  0.99992121   -0 15 42.4
 FO1273;SPC NM C     - 1,494,439.39  1,504,279.51   sFT  0.99992121   -0 15 42.4
 FO1273;UTM  13      - 3,886,206.709   344,593.784   MT  0.99989765   -0 58 51.1
 FO1273
 FO1273!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1273!SPC NM C     -   0.99975910  x   0.99992121  =   0.99968033
 FO1273!UTM  13      -   0.99975910  x   0.99989765  =   0.99965678
 FO1273
 FO1273:                Primary Azimuth Mark                     Grid Az
 FO1273:SPC NM C     -  I40 17                                   080 47 30.2
 FO1273:UTM  13      -  I40 17                                   081 30 38.9
 FO1273
 FO1273|---------------------------------------------------------------------|
 FO1273| PID    Reference Object                     Distance      Geod. Az  |
 FO1273|                                                           dddmmss.s |
 FO1273| FO1283 I40 17                              APPROX. 0.5 KM 0803147.8 |
 FO1273|---------------------------------------------------------------------|
 FO1273
 FO1273                          SUPERSEDED SURVEY CONTROL
 FO1273
 FO1273  NAD 83(1986)-  35 06 24.14962(N)    106 42 18.65556(W) AD(       ) 2
 FO1273  NAD 27      -  35 06 23.98637(N)    106 42 16.56005(W) AD(       ) 2
 FO1273  NGVD 29 (07/19/86) 1555.70   (m)         5104.0    (f) LEVELING    3  
 FO1273
 FO1273.Superseded values are not recommended for survey control.
 FO1273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1273.See file dsdata.txt to determine how the superseded data were derived.
 FO1273
 FO1273_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU4459486207(NAD 83)
 FO1273_MARKER: DD = SURVEY DISK
 FO1273_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FO1273_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FO1273_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO1273+STABILITY: SURFACE MOTION
 FO1273
 FO1273  HISTORY     - Date     Condition        Report By
 FO1273  HISTORY     - 1969     MONUMENTED       NMHD
 FO1273  HISTORY     - 20051211 MARK NOT FOUND   GEOCAC
 FO1273
 FO1273                          STATION DESCRIPTION
 FO1273
 FO1273'DESCRIBED BY NM HIGHWAY DEPT 1969 (SRC)
 FO1273'THE STATION IS IN THE WESTERN SECTION OF ALBUQUERQUE AT THE
 FO1273'NORTHWEST END OF THE NORTH COORS BLVD BRIDGE OVER THE I-40-
 FO1273'FREEWAY.
 FO1273'
 FO1273'TO REACH THE STATION FROM THE INTERSECTION OF CENTRAL AND
 FO1273'THE RAILROAD TRACKS (DOWNTOWN ALBUQUERQUE), GO EAST ON CENTRAL
 FO1273'(U.S.-66) FOR APPROXIMATELY 0.60 MILE AND TURN NORTH ON I-25.
 FO1273'GO NORTH ON I-25 FOR 1.30 MILE AND TAKE THE I-40 WEST-BOUND
 FO1273'RAMP.  AFTER ENTERING I-40 CONTINUE WEST FOR APPROXIMATELY
 FO1273'4.15 MILES AND TAKE THE EXIT SOUTH ON COORS BLVD.  AS YOU
 FO1273'COME UP ON THE RAMP AND STOP AT THE STOP SIGN TO ENTER COORS
 FO1273'BLVD. GOING SOUTH, THE STATION IS STRAIGHT ACROSS THE
 FO1273'PAVEMENT.  THE STATION IS APPROXIMATELY 25 FT NORTH OF THE
 FO1273'NORTHWEST WING-WALL OF COORS BLVD.. SOUTH-BOUND BRIDGE.
 FO1273'
 FO1273'THE STATION IS A STANDARD STATE HIGHWAY COMMISSION DISK
 FO1273'STAMPED STA I-40-18, AND IS FLUSH WITH THE GROUND.
 FO1273'
 FO1273'FOR THE INFORMATION TO THE STATION OF REWARD, SEE THE
 FO1273'TRIANGULATION DESCRIPTION STATION REWARD AND FOR NM-448-3,
 FO1273'I-40-17, AND I-40-19, SEE THE TRAVERSE DESCRIPTION STATIONS
 FO1273'NM-448-3, I-40-17 AND I-40-19.
 FO1273
 FO1273                          STATION RECOVERY (2005)
 FO1273
 FO1273'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 FO1273'THIS AREA IS BEING REBUILT AS PART OF THE I-40 AND COORS BLVD (STATE
 FO1273'HIGHWAY 448) INTERCHANGE CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1268 ***********************************************************************
 FO1268  DESIGNATION -  I40 19
 FO1268  PID         -  FO1268
 FO1268  STATE/COUNTY-  NM/BERNALILLO
 FO1268  USGS QUAD   -  ALBUQUERQUE WEST (1990)
 FO1268
 FO1268                         *CURRENT SURVEY CONTROL
 FO1268  ___________________________________________________________________
 FO1268* NAD 83(1992)-  35 05 44.63538(N)    106 43 36.04790(W)     ADJUSTED  
 FO1268* NAVD 88     -      1570.8    (meters)    5154.     (feet)  VERTCON   
 FO1268  ___________________________________________________________________
 FO1268  LAPLACE CORR-           0.18  (seconds)                    DEFLEC99
 FO1268  GEOID HEIGHT-         -21.46  (meters)                     GEOID03
 FO1268
 FO1268  HORZ ORDER  -  SECOND
 FO1268
 FO1268.The horizontal coordinates were established by classical geodetic methods
 FO1268.and adjusted by the National Geodetic Survey in December 1993..
 FO1268
 FO1268.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1268.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1268
 FO1268.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1268
 FO1268.The geoid height was determined by GEOID03.
 FO1268
 FO1268;                    North         East     Units Scale Factor Converg.
 FO1268;SPC NM C     -   454,297.751   456,539.674   MT  0.99992327   -0 16 26.6
 FO1268;SPC NM C     - 1,490,475.20  1,497,830.58   sFT  0.99992327   -0 16 26.6
 FO1268;UTM  13      - 3,885,023.207   342,613.181   MT  0.99990529   -0 59 34.6
 FO1268
 FO1268!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1268!SPC NM C     -   0.99975686  x   0.99992327  =   0.99968015
 FO1268!UTM  13      -   0.99975686  x   0.99990529  =   0.99966218
 FO1268
 FO1268|---------------------------------------------------------------------|
 FO1268| PID    Reference Object                     Distance      Geod. Az  |
 FO1268|                                                           dddmmss.s |
 FO1268| FO1353 I40 20                              209.676 METERS 22644     |
 FO1268| FO0817 REWARD                              APPROX. 2.2 KM 2443712.5 |
 FO1268| FO1352 I40 20A                             210.889 METERS 25150     |
 FO1268|---------------------------------------------------------------------|
 FO1268
 FO1268                          SUPERSEDED SURVEY CONTROL
 FO1268
 FO1268  NAD 83(1986)-  35 05 44.64062(N)    106 43 36.04929(W) AD(       ) 2
 FO1268  NAD 27      -  35 05 44.47577(N)    106 43 33.95135(W) AD(       ) 2
 FO1268  NGVD 29 (07/19/86) 1570.0    (m)         5151.     (f) VERT ANG       
 FO1268
 FO1268.Superseded values are not recommended for survey control.
 FO1268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1268.See file dsdata.txt to determine how the superseded data were derived.
 FO1268
 FO1268_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU4261385023(NAD 83)
 FO1268_MARKER: DD = SURVEY DISK
 FO1268_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FO1268_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FO1268_STAMPING: I 40 19
 FO1268_MARK LOGO: NMHD  
 FO1268_MAGNETIC: N = NO MAGNETIC MATERIAL
 FO1268_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FO1268
 FO1268  HISTORY     - Date     Condition        Report By
 FO1268  HISTORY     - 1969     MONUMENTED       NMHD
 FO1268  HISTORY     - 1970     GOOD             NMHD
 FO1268  HISTORY     - 19790320 GOOD             NGS
 FO1268  HISTORY     - 20051211 MARK NOT FOUND   GEOCAC
 FO1268
 FO1268                          STATION DESCRIPTION
 FO1268
 FO1268'DESCRIBED BY NM HIGHWAY DEPT 1969 (SRC)
 FO1268'THE STATION IS LOCATED IN THE WESTERN SECTION OF ALBUQUERQUE
 FO1268'ON I-40 APPROXIMATELY 1.60 MILES WEST OF THE INTERSECTION
 FO1268'OF COORS BLVD. AND THE I-40 FREEWAY.
 FO1268'
 FO1268'TO REACH THE STATION FROM THE INTERSECTION OF CENTRAL AND
 FO1268'THE RAILROAD TRACKS (DOWNTOWN ALBUQUERQUE) GO EAST ON CENTRAL
 FO1268'(U.S.-66) FOR APPROXIMATELY 0.60 MILE AND TURN NORTH ON I-25
 FO1268'NORTH-BOUND RAMP.  TRAVEL NORTH ON I-25 FOR 1.30 MILE AND
 FO1268'TAKE THE I-40 WEST-BOUND RAMP.  AFTER ENTERING I-40 WEST-BOUND,
 FO1268'CONTINUE WEST FOR APPROXIMATELY 5.80 MILES.  THE STATION IS
 FO1268'THEN LOCATED IN THE CENTER OF THE MEDIAN AT THIS POINT.  THE
 FO1268'MONUMENT IS BETWEEN THE TWO EXISTING GUARD POLES.
 FO1268'
 FO1268'THE MONUMENT IS A STANDARD STATE HIGHWAY COMMISSION DISK
 FO1268'STAMPED STA I-40-19 AND IS FLUSH WITH THE GROUND.
 FO1268'
 FO1268'FOR THE INFORMATION TO THE STATIONS RADIO AND REWARD, SEE
 FO1268'THE TRIANGULATION DESCRIPTION SHEETS FOR REWARD AND RADIO,
 FO1268'FOR THE INFORMATION TO THE STATIONS I-40-18 AND NM-448-N2,
 FO1268'SEE THE TRAVERSE DESCRIPTION SHEET I-40-18 AND NM-448-N2.
 FO1268
 FO1268                          STATION RECOVERY (1970)
 FO1268
 FO1268'RECOVERY NOTE BY NM HIGHWAY DEPT 1970 (REC)
 FO1268'THE STATION IS LOCATED IN THE WESTERN SECTION OF ALBUQUERQUE ON
 FO1268'I-40 APPROXIMATELY 1.60 MILES WEST OF THE INTERSECTION OF COORS
 FO1268'BLVD. AND THE I-40 FREEWAY.
 FO1268'
 FO1268'TO REACH THE STATION FROM THE INTERSECTION OF CENTRAL AND THE
 FO1268'RAILROAD TRACKS (DOWNTOWN ALBUQUERQUE) GO EAST ON CENTRAL (U.S.66)
 FO1268'FOR APPROXIMATELY 0.60 MILE AND TURN NORTH ON I-25 NORTHBOUND
 FO1268'RAMP.  TRAVEL NORTH ON I-25 FOR 1.30 MILE AND TAKE THE I-40
 FO1268'WESTBOUND, CONTINUE WEST FOR APPROXIMATELY 5.80 MILES.  THE
 FO1268'STATION IS THEN LOCATED IN THE CENTER OF THE MEDIAN AT THIS
 FO1268'POINT.  THE MONUMENT IS BETWEEN THE TWO EXISTING GUARD POLES.
 FO1268'
 FO1268'THE MONUMENT IS A STANDARD STATE HIGHWAY COMMISSION DISK STAMPED
 FO1268'STA. I-40-19 AND IS FLUSH WITH THE GROUND.
 FO1268
 FO1268                          STATION RECOVERY (1979)
 FO1268
 FO1268'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 FO1268'I 40 19 (AZIMUTH MARK FOR REWARD) IS A STANDARD STATE OF NEW MEXICO
 FO1268'HIGHWAY COMMISSION DISK STAMPED--I 40 19--, SET IN THE TOP OF A ROUND
 FO1268'CONCRETE MONUMENT FLUSH WITH THE GROUND, LOCATED 75 FT (22.9 M)
 FO1268'SOUTHEAST OF CENTER OF WESTBOUND LANE OF I-40 HIGHWAY, 57 FT (17.4 M)
 FO1268'NORTHWEST OF CENTER OF EASTBOUND LANE OF I-40 HIGHWAY, 4 FT (1.2 M)
 FO1268'SOUTHWEST OF A METAL WITNESS POST, 1.5 FT (0.5 M) SE OF A METAL POST,
 FO1268'1.5 FT (0.5 M) NORTHWEST OF A METAL POST.  MARK IS REACHED FROM I-40
 FO1268'HIGHWAY AND COORS ROAD.  GO WESTERLY ON I-40 HIGHWAY FOR 1.5 MI (2.4
 FO1268'KM) TO MARK ON LEFT, IN HIGHWAY MEDIAN, AS DESCRIBED.
 FO1268
 FO1268                          STATION RECOVERY (2005)
 FO1268
 FO1268'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 FO1268'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1203 ***********************************************************************
 FO1203  DESIGNATION -  I40 2
 FO1203  PID         -  FO1203
 FO1203  STATE/COUNTY-  NM/BERNALILLO
 FO1203  USGS QUAD   -  ALBUQUERQUE EAST (1990)
 FO1203
 FO1203                         *CURRENT SURVEY CONTROL
 FO1203  ___________________________________________________________________
 FO1203* NAD 83(1992)-  35 04 36.99456(N)    106 30 55.13607(W)     ADJUSTED  
 FO1203* NAVD 88     -      1695.19   (+/-2cm)    5561.6    (feet)  VERTCON   
 FO1203  ___________________________________________________________________
 FO1203  LAPLACE CORR-          12.92  (seconds)                    DEFLEC99
 FO1203  GEOID HEIGHT-         -20.48  (meters)                     GEOID03
 FO1203
 FO1203  HORZ ORDER  -  SECOND
 FO1203  VERT ORDER  -  THIRD ? (See Below)
 FO1203
 FO1203.The horizontal coordinates were established by classical geodetic methods
 FO1203.and adjusted by the National Geodetic Survey in December 1993..
 FO1203
 FO1203.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1203.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1203.The vertical order pertains to the NGVD 29 superseded value.
 FO1203
 FO1203.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1203
 FO1203.The geoid height was determined by GEOID03.
 FO1203
 FO1203;                    North         East     Units Scale Factor Converg.
 FO1203;SPC NM C     -   452,141.703   475,804.911   MT  0.99990721   -0 09 08.9
 FO1203;SPC NM C     - 1,483,401.57  1,561,036.61   sFT  0.99990721   -0 09 08.9
 FO1203;UTM  13      - 3,882,625.793   361,848.993   MT  0.99983522   -0 52 15.4
 FO1203
 FO1203!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1203!SPC NM C     -   0.99973720  x   0.99990721  =   0.99964443
 FO1203!UTM  13      -   0.99973720  x   0.99983522  =   0.99957246
 FO1203
 FO1203:                Primary Azimuth Mark                     Grid Az
 FO1203:SPC NM C     -  JT 4                                     001 26 32.8
 FO1203:UTM  13      -  JT 4                                     002 09 39.3
 FO1203
 FO1203|---------------------------------------------------------------------|
 FO1203| PID    Reference Object                     Distance      Geod. Az  |
 FO1203|                                                           dddmmss.s |
 FO1203| FO1222 JT 4                                APPROX. 1.1 KM 0011723.9 |
 FO1203|---------------------------------------------------------------------|
 FO1203
 FO1203                          SUPERSEDED SURVEY CONTROL
 FO1203
 FO1203  NAD 83(1986)-  35 04 37.00040(N)    106 30 55.13696(W) AD(       ) 2
 FO1203  NAD 27      -  35 04 36.83048(N)    106 30 53.05610(W) AD(       ) 2
 FO1203  NGVD 29 (07/19/86) 1694.38   (m)         5559.0    (f) LEVELING    3  
 FO1203
 FO1203.Superseded values are not recommended for survey control.
 FO1203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1203.See file dsdata.txt to determine how the superseded data were derived.
 FO1203
 FO1203_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU6184982626(NAD 83)
 FO1203_MARKER: DD = SURVEY DISK
 FO1203_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FO1203_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FO1203_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO1203+STABILITY: SURFACE MOTION
 FO1203
 FO1203  HISTORY     - Date     Condition        Report By
 FO1203  HISTORY     - 1969     MONUMENTED       NMHD
 FO1203
 FO1203                          STATION DESCRIPTION
 FO1203
 FO1203'DESCRIBED BY NM HIGHWAY DEPT 1969 (SRC)
 FO1203'THE STATION IS LOCATED ON JUAN TABO BLVD. 0.2 MILE NORTH OF
 FO1203'THE INTERSECTION OF JUAN TABO AND CENTRAL AVE.
 FO1203'
 FO1203'TO REACH THE STATION FROM THE INTERSECTION OF CENTRAL AVE.
 FO1203'AND THE RAILROAD TRACKS (DOWNTOWN ALBUQUERQUE), GO EAST ON
 FO1203'CENTRAL AVE. (U.S.-66) FOR 7.6 MILES TO JUAN TABO BLVD.  TURN
 FO1203'NORTH AT JUAN TABO AND CONTINUE NORTH A DISTANCE OF APPROXIMATELY
 FO1203'0.2 MILE TO THE BRIDGE OVER THE FREEWAY.  THE MONUMENT IS
 FO1203'APPROXIMATELY 13 FT WEST OF THE WEST WINGWALL ON THE NORTH
 FO1203'END OF THIS BRIDGE AND IS STAMPED I-40-2.
 FO1203'
 FO1203'THE MONUMENT IS A STANDARD STATE HIGHWAY COMMISSION DISK
 FO1203'STAMPED STA. I-40-2, AND IS FLUSH WITH THE GROUND.
 FO1203'
 FO1203'FOR INFORMATION TO STATIONS I-40-1 AND I-40-3, SEE THE TRAVERSE
 FO1203'DESCRIPTIONS SHEETS FOR I-40-1 AND I-40-3.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1353 ***********************************************************************
 FO1353  DESIGNATION -  I40 20
 FO1353  PID         -  FO1353
 FO1353  STATE/COUNTY-  NM/BERNALILLO
 FO1353  USGS QUAD   -  ALBUQUERQUE WEST (1990)
 FO1353
 FO1353                         *CURRENT SURVEY CONTROL
 FO1353  ___________________________________________________________________
 FO1353* NAD 83(1992)-  35 05 39.97186(N)    106 43 42.07565(W)     ADJUSTED  
 FO1353* NAVD 88     -      1573.1    (meters)    5161.     (feet)  VERTCON   
 FO1353  ___________________________________________________________________
 FO1353  LAPLACE CORR-           0.10  (seconds)                    DEFLEC99
 FO1353  GEOID HEIGHT-         -21.47  (meters)                     GEOID03
 FO1353
 FO1353  HORZ ORDER  -  SECOND
 FO1353
 FO1353.The horizontal coordinates were established by classical geodetic methods
 FO1353.and adjusted by the National Geodetic Survey in December 1993..
 FO1353
 FO1353.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1353.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1353
 FO1353.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1353
 FO1353.The geoid height was determined by GEOID03.
 FO1353
 FO1353;                    North         East     Units Scale Factor Converg.
 FO1353;SPC NM C     -   454,154.778   456,386.326   MT  0.99992344   -0 16 30.1
 FO1353;SPC NM C     - 1,490,006.13  1,497,327.47   sFT  0.99992344   -0 16 30.1
 FO1353;UTM  13      - 3,884,882.172   342,458.054   MT  0.99990589   -0 59 38.0
 FO1353
 FO1353!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1353!SPC NM C     -   0.99975650  x   0.99992344  =   0.99967996
 FO1353!UTM  13      -   0.99975650  x   0.99990589  =   0.99966241
 FO1353
 FO1353|---------------------------------------------------------------------|
 FO1353| PID    Reference Object                     Distance      Geod. Az  |
 FO1353|                                                           dddmmss.s |
 FO1353| FO1268 I40 19                              209.676 METERS 04644     |
 FO1353|---------------------------------------------------------------------|
 FO1353
 FO1353                          SUPERSEDED SURVEY CONTROL
 FO1353
 FO1353  NAD 83(1986)-  35 05 39.97710(N)    106 43 42.07702(W) AD(       ) 2
 FO1353  NAD 27      -  35 05 39.81228(N)    106 43 39.97889(W) AD(       ) 2
 FO1353  NGVD 29 (07/19/86) 1572.3    (m)         5158.     (f) VERT ANG       
 FO1353
 FO1353.Superseded values are not recommended for survey control.
 FO1353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1353.See file dsdata.txt to determine how the superseded data were derived.
 FO1353
 FO1353_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU4245884882(NAD 83)
 FO1353_MARKER: DD = SURVEY DISK
 FO1353_SETTING: 0 = UNSPECIFIED SETTING
 FO1353_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FO1353
 FO1353  HISTORY     - Date     Condition        Report By
 FO1353  HISTORY     - 1970     MONUMENTED       NMHD
 FO1353  HISTORY     - 20051211 MARK NOT FOUND   GEOCAC
 FO1353
 FO1353                          STATION DESCRIPTION
 FO1353
 FO1353'DESCRIBED BY NM HIGHWAY DEPT 1970 (REC)
 FO1353'THE STATION IS LOCATED IN THE WESTERN SECTION OF ALBUQUERQUE ON
 FO1353'I-40 APPROXIMATELY 1.73 MILES WEST OF THE INTERSECTION OF COORS
 FO1353'BLVD. AND THE I-40 FREEWAY.
 FO1353'
 FO1353'TO REACH THE STATION FROM THE INTERSECTION OF CENTRAL AND THE
 FO1353'RAILROAD TRACKS (DOWNTOWN ALBUQUERQUE) GO EAST ON CENTRAL
 FO1353'(U.S.66) FOR APPROXIMATELY 0.60 MILE AND TURN NORTH ON I-25
 FO1353'NORTHBOUND RAMP.  TRAVEL NORTH ON I-25 FOR 1.30 MILE AND TAKE THE
 FO1353'I-40 WESTBOUND RAMP.  AFTER ENTERING I-40 WESTBOUND CONTINUE WEST
 FO1353'FOR APPROXIMATELY 5.93 MILES.  THE STATION IS THEN LOCATED 150
 FO1353'FT SOUTHERLY OF CENTER OF MEDIAN.  THE MONUMENT IS BETWEEN THE
 FO1353'TWO EXISTING GUARD POLES.
 FO1353'
 FO1353'THE MONUMENT IS A STANDARD STATE HIGHWAY COMMISSION DISK STAMPED
 FO1353'STA. I-40-20 AND IS FLUSH WITH THE GROUND.
 FO1353
 FO1353                          STATION RECOVERY (2005)
 FO1353
 FO1353'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 FO1353'THE WITNESS POLES REMAIN, WITH FRESH SOFT DIRT WHERE THE MONUMENT
 FO1353'SHOULD BE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1352 ***********************************************************************
 FO1352  DESIGNATION -  I40 20A
 FO1352  PID         -  FO1352
 FO1352  STATE/COUNTY-  NM/BERNALILLO
 FO1352  USGS QUAD   -  ALBUQUERQUE WEST (1990)
 FO1352
 FO1352                         *CURRENT SURVEY CONTROL
 FO1352  ___________________________________________________________________
 FO1352* NAD 83(1992)-  35 05 42.50199(N)    106 43 43.95917(W)     ADJUSTED  
 FO1352* NAVD 88     -      1575.4    (meters)    5169.     (feet)  VERTCON   
 FO1352  ___________________________________________________________________
 FO1352  LAPLACE CORR-           0.06  (seconds)                    DEFLEC99
 FO1352  GEOID HEIGHT-         -21.47  (meters)                     GEOID03
 FO1352
 FO1352  HORZ ORDER  -  SECOND
 FO1352
 FO1352.The horizontal coordinates were established by classical geodetic methods
 FO1352.and adjusted by the National Geodetic Survey in December 1993..
 FO1352
 FO1352.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1352.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1352
 FO1352.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1352
 FO1352.The geoid height was determined by GEOID03.
 FO1352
 FO1352;                    North         East     Units Scale Factor Converg.
 FO1352;SPC NM C     -   454,232.972   456,338.998   MT  0.99992349   -0 16 31.2
 FO1352;SPC NM C     - 1,490,262.68  1,497,172.20   sFT  0.99992349   -0 16 31.2
 FO1352;UTM  13      - 3,884,960.952   342,411.711   MT  0.99990607   -0 59 39.1
 FO1352
 FO1352!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1352!SPC NM C     -   0.99975614  x   0.99992349  =   0.99967965
 FO1352!UTM  13      -   0.99975614  x   0.99990607  =   0.99966223
 FO1352
 FO1352|---------------------------------------------------------------------|
 FO1352| PID    Reference Object                     Distance      Geod. Az  |
 FO1352|                                                           dddmmss.s |
 FO1352| FO1268 I40 19                              210.889 METERS 07150     |
 FO1352|---------------------------------------------------------------------|
 FO1352
 FO1352                          SUPERSEDED SURVEY CONTROL
 FO1352
 FO1352  NAD 83(1986)-  35 05 42.50722(N)    106 43 43.96055(W) AD(       ) 2
 FO1352  NAD 27      -  35 05 42.34240(N)    106 43 41.86252(W) AD(       ) 2
 FO1352  NGVD 29 (07/19/86) 1574.6    (m)         5166.     (f) VERT ANG       
 FO1352
 FO1352.Superseded values are not recommended for survey control.
 FO1352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1352.See file dsdata.txt to determine how the superseded data were derived.
 FO1352
 FO1352_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU4241284961(NAD 83)
 FO1352_MARKER: DD = SURVEY DISK
 FO1352_SETTING: 0 = UNSPECIFIED SETTING
 FO1352_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FO1352
 FO1352  HISTORY     - Date     Condition        Report By
 FO1352  HISTORY     - 1970     MONUMENTED       NMHD
 FO1352  HISTORY     - 20051211 GOOD             GEOCAC
 FO1352
 FO1352                          STATION DESCRIPTION
 FO1352
 FO1352'DESCRIBED BY NM HIGHWAY DEPT 1970 (REC)
 FO1352'THE STATION IS LOCATED IN THE WESTERN SECTION OF ALBUQUERQUE ON I-40
 FO1352'APPROXIMATELY 1.73 MILES WEST OF THE INTERSECTION OF COORS
 FO1352'BLVD. AND THE I-40 FREEWAY.
 FO1352'
 FO1352'TO REACH THE STATION FROM THE INTERSECTION OF CENTRAL AND THE
 FO1352'RAILROAD TRACKS (DOWNTOWN ALBUQUERQUE) GO EAST ON CENTRAL
 FO1352'(U.S.66) FOR APPROXIMATELY 0.60 MILE AND TURN NORTH ON I-25
 FO1352'NORTHBOUND RAMP.  TRAVEL NORTH ON I-25 FOR 1.30 MILE AND TAKE THE
 FO1352'I-40 WESTBOUND RAMP.  AFTER I-40 WESTBOUND, CONTINUE WEST FOR
 FO1352'APPROXIMATELY 5.93 MILES.  THE STATION IS THEN LOCATED 150 FT
 FO1352'NORTHERLY OF CENTER OF MEDIAN.  THE MONUMENT IS BETWEEN THE TWO
 FO1352'EXISTING GUARD POLES.
 FO1352'
 FO1352'THE MONUMENT IS A STANDARD STATE HIGHWAY COMMISSION DISK STAMPED
 FO1352'I-40-20A AND IS FLUSH WITH THE GROUND.
 FO1352
 FO1352                          STATION RECOVERY (2005)
 FO1352
 FO1352'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 FO1352'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1354 ***********************************************************************
 FO1354  DESIGNATION -  I40 21
 FO1354  PID         -  FO1354
 FO1354  STATE/COUNTY-  NM/BERNALILLO
 FO1354  USGS QUAD   -  ALBUQUERQUE WEST (1990)
 FO1354
 FO1354                         *CURRENT SURVEY CONTROL
 FO1354  ___________________________________________________________________
 FO1354* NAD 83(1992)-  35 05 22.44730(N)    106 44 16.92555(W)     ADJUSTED  
 FO1354* NAVD 88     -      1593.6    (meters)    5228.     (feet)  VERTCON   
 FO1354  ___________________________________________________________________
 FO1354  LAPLACE CORR-          -0.34  (seconds)                    DEFLEC99
 FO1354  GEOID HEIGHT-         -21.48  (meters)                     GEOID03
 FO1354
 FO1354  HORZ ORDER  -  SECOND
 FO1354
 FO1354.The horizontal coordinates were established by classical geodetic methods
 FO1354.and adjusted by the National Geodetic Survey in December 1993..
 FO1354
 FO1354.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1354.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1354
 FO1354.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1354
 FO1354.The geoid height was determined by GEOID03.
 FO1354
 FO1354;                    North         East     Units Scale Factor Converg.
 FO1354;SPC NM C     -   453,619.045   455,501.058   MT  0.99992440   -0 16 50.0
 FO1354;SPC NM C     - 1,488,248.48  1,494,423.05   sFT  0.99992440   -0 16 50.0
 FO1354;UTM  13      - 3,884,357.596   341,566.149   MT  0.99990936   -0 59 57.6
 FO1354
 FO1354!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1354!SPC NM C     -   0.99975329  x   0.99992440  =   0.99967771
 FO1354!UTM  13      -   0.99975329  x   0.99990936  =   0.99966267
 FO1354
 FO1354|---------------------------------------------------------------------|
 FO1354| PID    Reference Object                     Distance      Geod. Az  |
 FO1354|                                                           dddmmss.s |
 FO1354| FO1355 I40 22                              275.620 METERS 23833     |
 FO1354|---------------------------------------------------------------------|
 FO1354
 FO1354                          SUPERSEDED SURVEY CONTROL
 FO1354
 FO1354  NAD 83(1986)-  35 05 22.45252(N)    106 44 16.92688(W) AD(       ) 2
 FO1354  NAD 27      -  35 05 22.28764(N)    106 44 14.82807(W) AD(       ) 2
 FO1354  NGVD 29 (07/19/86) 1592.8    (m)         5226.     (f) VERT ANG       
 FO1354
 FO1354.Superseded values are not recommended for survey control.
 FO1354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1354.See file dsdata.txt to determine how the superseded data were derived.
 FO1354
 FO1354_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU4156684358(NAD 83)
 FO1354_MARKER: DD = SURVEY DISK
 FO1354_SETTING: 0 = UNSPECIFIED SETTING
 FO1354_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FO1354
 FO1354  HISTORY     - Date     Condition        Report By
 FO1354  HISTORY     - 1970     MONUMENTED       NMHD
 FO1354  HISTORY     - 20051211 GOOD             GEOCAC
 FO1354
 FO1354                          STATION DESCRIPTION
 FO1354
 FO1354'DESCRIBED BY NM HIGHWAY DEPT 1970 (REC)
 FO1354'THE STATION IS LOCATED IN THE WESTERN SECTION OF ALBUQUERQUE ON I-40
 FO1354'APPROXIMATELY 2.37 MILES WEST OF THE INTERSECTION OF COORS
 FO1354'BLVD. AND THE I-40 FREEWAY.
 FO1354'
 FO1354'TO REACH THE STATION FROM THE INTERSECTION OF CENTRAL AND THE
 FO1354'RAILROAD TRACKS, (DOWNTOWN ALBUQUERQUE), GO EAST ON CENTRAL
 FO1354'(U.S.66) FOR APPROXIMATELY 0.60 MILE AND TURN NORTH ON I-25
 FO1354'NORTHBOUND RAMP.  TRAVEL NORTH ON I-25 FOR 1.30 AND TAKE THE
 FO1354'I-40 WESTBOUND RAMP.  AFTER ENTERING I-40 WESTBOUND, CONTINUE
 FO1354'WEST FOR APPROXIMATELY 6.57 MILES.  THE STATION IS THEN LOCATED
 FO1354'150 FT SOUTHERLY OF CENTER OF MEDIAN.  THE MONUMENT IS BETWEEN
 FO1354'THE TWO EXISTING GUARD POLES.
 FO1354'
 FO1354'THE MONUMENT IS A STANDARD STATE HIGHWAY COMMISSION DISK STAMPED
 FO1354'STA. I-40-21 AND IS FLUSH WITH THE GROUND.
 FO1354
 FO1354                          STATION RECOVERY (2005)
 FO1354
 FO1354'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 FO1354'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1351 ***********************************************************************
 FO1351  DESIGNATION -  I40 21A
 FO1351  PID         -  FO1351
 FO1351  STATE/COUNTY-  NM/BERNALILLO
 FO1351  USGS QUAD   -  ALBUQUERQUE WEST (1990)
 FO1351
 FO1351                         *CURRENT SURVEY CONTROL
 FO1351  ___________________________________________________________________
 FO1351* NAD 83(1992)-  35 05 28.43683(N)    106 44 11.93308(W)     ADJUSTED  
 FO1351* NAVD 88     -      1590.8    (meters)    5219.     (feet)  VERTCON   
 FO1351  ___________________________________________________________________
 FO1351  LAPLACE CORR-          -0.29  (seconds)                    DEFLEC99
 FO1351  GEOID HEIGHT-         -21.47  (meters)                     GEOID03
 FO1351
 FO1351  HORZ ORDER  -  SECOND
 FO1351
 FO1351.The horizontal coordinates were established by classical geodetic methods
 FO1351.and adjusted by the National Geodetic Survey in December 1993..
 FO1351
 FO1351.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1351.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1351
 FO1351.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1351
 FO1351.The geoid height was determined by GEOID03.
 FO1351
 FO1351;                    North         East     Units Scale Factor Converg.
 FO1351;SPC NM C     -   453,802.992   455,628.408   MT  0.99992426   -0 16 47.2
 FO1351;SPC NM C     - 1,488,851.98  1,494,840.87   sFT  0.99992426   -0 16 47.2
 FO1351;UTM  13      - 3,884,539.927   341,695.795   MT  0.99990886   -0 59 54.9
 FO1351
 FO1351!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1351!SPC NM C     -   0.99975373  x   0.99992426  =   0.99967800
 FO1351!UTM  13      -   0.99975373  x   0.99990886  =   0.99966261
 FO1351
 FO1351|---------------------------------------------------------------------|
 FO1351| PID    Reference Object                     Distance      Geod. Az  |
 FO1351|                                                           dddmmss.s |
 FO1351| FO1356 I40 22A                             367.534 METERS 23832     |
 FO1351|---------------------------------------------------------------------|
 FO1351
 FO1351                          SUPERSEDED SURVEY CONTROL
 FO1351
 FO1351  NAD 83(1986)-  35 05 28.44205(N)    106 44 11.93444(W) AD(       ) 2
 FO1351  NAD 27      -  35 05 28.27721(N)    106 44 09.83600(W) AD(       ) 2
 FO1351  NGVD 29 (07/19/86) 1590.0    (m)         5217.     (f) VERT ANG       
 FO1351
 FO1351.Superseded values are not recommended for survey control.
 FO1351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1351.See file dsdata.txt to determine how the superseded data were derived.
 FO1351
 FO1351_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU4169684540(NAD 83)
 FO1351_MARKER: DD = SURVEY DISK
 FO1351_SETTING: 0 = UNSPECIFIED SETTING
 FO1351_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FO1351
 FO1351  HISTORY     - Date     Condition        Report By
 FO1351  HISTORY     - 1970     MONUMENTED       NMHD
 FO1351  HISTORY     - 20051211 GOOD             GEOCAC
 FO1351
 FO1351                          STATION DESCRIPTION
 FO1351
 FO1351'DESCRIBED BY NM HIGHWAY DEPT 1970 (REC)
 FO1351'THE STATION IS LOCATED IN THE WESTERN SECTION OF ALBUQUERQUE ON
 FO1351'I-40 APPROXIMATELY 2.24 MILES WEST OF THE INTERSECTION OF COORS
 FO1351'BLVD. AND THE I-40 FREEWAY.
 FO1351'
 FO1351'TO REACH THE STATION FROM THE INTERSECTION OF CENTRAL AND THE
 FO1351'RAILROAD TRACKS (DOWNTOWN ALBUQUERQUE) GO EAST ON CENTRAL
 FO1351'(U.S.66) FOR APPROXIMATELY 0.60 MILE AND TURN NORTH ON I-25
 FO1351'NORTHBOUND RAMP.  TRAVEL NORTH ON I-25 FOR 1.30 MILE AND TAKE
 FO1351'THE I-40 WESTBOUND RAMP.  AFTER ENTERING I-40 WESTBOUND CONTINUE
 FO1351'WEST FOR APPROXIMATELY 6.44 MILES.  THE STATION IS THEN LOCATED
 FO1351'150 FT NORTHERLY OF CENTER OF MEDIAN.  THE MONUMENT IS BETWEEN
 FO1351'THE TWO EXISTING GUARD POLES.
 FO1351'
 FO1351'THE MONUMENT IS A STANDARD STATE HIGHWAY COMMISSION DISK STAMPED
 FO1351'STA. I-40-21A AND IS FLUSH WITH GROUND.
 FO1351
 FO1351                          STATION RECOVERY (2005)
 FO1351
 FO1351'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 FO1351'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1355 ***********************************************************************
 FO1355  DESIGNATION -  I40 22
 FO1355  PID         -  FO1355
 FO1355  STATE/COUNTY-  NM/BERNALILLO
 FO1355  USGS QUAD   -  ALBUQUERQUE WEST (1990)
 FO1355
 FO1355                         *CURRENT SURVEY CONTROL
 FO1355  ___________________________________________________________________
 FO1355* NAD 83(1992)-  35 05 17.78000(N)    106 44 26.20745(W)     ADJUSTED  
 FO1355* NAVD 88     -      1597.7    (meters)    5242.     (feet)  VERTCON   
 FO1355  ___________________________________________________________________
 FO1355  LAPLACE CORR-          -0.44  (seconds)                    DEFLEC99
 FO1355  GEOID HEIGHT-         -21.48  (meters)                     GEOID03
 FO1355
 FO1355  HORZ ORDER  -  SECOND
 FO1355
 FO1355.The horizontal coordinates were established by classical geodetic methods
 FO1355.and adjusted by the National Geodetic Survey in December 1993..
 FO1355
 FO1355.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1355.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1355
 FO1355.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1355
 FO1355.The geoid height was determined by GEOID03.
 FO1355
 FO1355;                    North         East     Units Scale Factor Converg.
 FO1355;SPC NM C     -   453,476.378   455,265.258   MT  0.99992466   -0 16 55.3
 FO1355;SPC NM C     - 1,487,780.42  1,493,649.43   sFT  0.99992466   -0 16 55.3
 FO1355;UTM  13      - 3,884,217.900   341,328.582   MT  0.99991029   -1 00 02.8
 FO1355
 FO1355!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1355!SPC NM C     -   0.99975264  x   0.99992466  =   0.99967732
 FO1355!UTM  13      -   0.99975264  x   0.99991029  =   0.99966296
 FO1355
 FO1355|---------------------------------------------------------------------|
 FO1355| PID    Reference Object                     Distance      Geod. Az  |
 FO1355|                                                           dddmmss.s |
 FO1355| FO1354 I40 21                              275.620 METERS 05833     |
 FO1355| FO1350 I40 22B                             APPROX. 0.6 KM 2383206.4 |
 FO1355|---------------------------------------------------------------------|
 FO1355
 FO1355                          SUPERSEDED SURVEY CONTROL
 FO1355
 FO1355  NAD 83(1986)-  35 05 17.78521(N)    106 44 26.20877(W) AD(       ) 2
 FO1355  NAD 27      -  35 05 17.62031(N)    106 44 24.10974(W) AD(       ) 2
 FO1355  NGVD 29 (07/19/86) 1596.9    (m)         5239.     (f) VERT ANG       
 FO1355
 FO1355.Superseded values are not recommended for survey control.
 FO1355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1355.See file dsdata.txt to determine how the superseded data were derived.
 FO1355
 FO1355_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU4132984218(NAD 83)
 FO1355_MARKER: DD = SURVEY DISK
 FO1355_SETTING: 0 = UNSPECIFIED SETTING
 FO1355_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FO1355
 FO1355  HISTORY     - Date     Condition        Report By
 FO1355  HISTORY     - 1970     MONUMENTED       NMHD
 FO1355  HISTORY     - 20051211 MARK NOT FOUND   GEOCAC
 FO1355
 FO1355                          STATION DESCRIPTION
 FO1355
 FO1355'DESCRIBED BY NM HIGHWAY DEPT 1970 (REC)
 FO1355'THE STATION IS LOCATED IN THE WESTERN SECTION OF ALBUQUERQUE ON
 FO1355'I-40 APPROXIMATELY 2.54 MILES WEST OF THE INTERSECTION OF COORS
 FO1355'BLVD. AND THE I-40 FREEWAY.
 FO1355'
 FO1355'TO REACH THE STATION FROM THE INTERSECTION OF CENTRAL AND THE
 FO1355'RAILROAD TRACKS (DOWNTOWN ALBUQUERQUE) GO EAST ON CENTRAL
 FO1355'(U.S.66) FOR APPROXIMATELY 0.60 MILE AND TURN NORTH ON I-25
 FO1355'NORTHBOUND RAMP.  TRAVEL NORTH ON I-25 FOR 1.30 MILE AND TAKE
 FO1355'I-40 WESTBOUND RAMP.  TRAVEL NORTH ON I-25 FOR 1.30 MILE AND
 FO1355'TAKE I-40 WESTBOUND RAMP.  AFTER ENTERING I-40 WESTBOUND,
 FO1355'CONTINUE WEST FOR APPROXIMATELY 6.74 MILES.  THE STATION IS
 FO1355'LOCATED 150 FT SOUTHERLY OF CENTER OF MEDIAN AT THIS POINT.  THE
 FO1355'MONUMENT IS BETWEEN THE TWO EXISTING GUARD POLES.
 FO1355'
 FO1355'THE MONUMENT IS A STANDARD STATE HIGHWAY COMMISSION DISK STAMPED
 FO1355'STA. I-40-22 AND IS FLUSH WITH THE GROUND.
 FO1355
 FO1355                          STATION RECOVERY (2005)
 FO1355
 FO1355'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 FO1355'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1356 ***********************************************************************
 FO1356  DESIGNATION -  I40 22A
 FO1356  PID         -  FO1356
 FO1356  STATE/COUNTY-  NM/BERNALILLO
 FO1356  USGS QUAD   -  ALBUQUERQUE WEST (1990)
 FO1356
 FO1356                         *CURRENT SURVEY CONTROL
 FO1356  ___________________________________________________________________
 FO1356* NAD 83(1992)-  35 05 22.21262(N)    106 44 24.31015(W)     ADJUSTED  
 FO1356* NAVD 88     -      1596.9    (meters)    5239.     (feet)  VERTCON   
 FO1356  ___________________________________________________________________
 FO1356  LAPLACE CORR-          -0.43  (seconds)                    DEFLEC99
 FO1356  GEOID HEIGHT-         -21.48  (meters)                     GEOID03
 FO1356
 FO1356  HORZ ORDER  -  SECOND
 FO1356
 FO1356.The horizontal coordinates were established by classical geodetic methods
 FO1356.and adjusted by the National Geodetic Survey in December 1993..
 FO1356
 FO1356.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1356.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1356
 FO1356.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1356
 FO1356.The geoid height was determined by GEOID03.
 FO1356
 FO1356;                    North         East     Units Scale Factor Converg.
 FO1356;SPC NM C     -   453,612.731   455,313.985   MT  0.99992460   -0 16 54.2
 FO1356;SPC NM C     - 1,488,227.77  1,493,809.30   sFT  0.99992460   -0 16 54.2
 FO1356;UTM  13      - 3,884,353.629   341,379.015   MT  0.99991009   -1 00 01.8
 FO1356
 FO1356!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1356!SPC NM C     -   0.99975277  x   0.99992460  =   0.99967739
 FO1356!UTM  13      -   0.99975277  x   0.99991009  =   0.99966288
 FO1356
 FO1356|---------------------------------------------------------------------|
 FO1356| PID    Reference Object                     Distance      Geod. Az  |
 FO1356|                                                           dddmmss.s |
 FO1356| FO1351 I40 21A                             367.534 METERS 05832     |
 FO1356|---------------------------------------------------------------------|
 FO1356
 FO1356                          SUPERSEDED SURVEY CONTROL
 FO1356
 FO1356  NAD 83(1986)-  35 05 22.21782(N)    106 44 24.31150(W) AD(       ) 2
 FO1356  NAD 27      -  35 05 22.05295(N)    106 44 22.21290(W) AD(       ) 2
 FO1356  NGVD 29 (07/19/86) 1596.1    (m)         5237.     (f) VERT ANG       
 FO1356
 FO1356.Superseded values are not recommended for survey control.
 FO1356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1356.See file dsdata.txt to determine how the superseded data were derived.
 FO1356
 FO1356_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU4137984354(NAD 83)
 FO1356_MARKER: DD = SURVEY DISK
 FO1356_SETTING: 0 = UNSPECIFIED SETTING
 FO1356_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FO1356
 FO1356  HISTORY     - Date     Condition        Report By
 FO1356  HISTORY     - 1970     MONUMENTED       NMHD
 FO1356  HISTORY     - 20051211 GOOD             GEOCAC
 FO1356
 FO1356                          STATION DESCRIPTION
 FO1356
 FO1356'DESCRIBED BY NM HIGHWAY DEPT 1970 (REC)
 FO1356'THE STATION IS LOCATED IN THE WESTERN SECTION OF ALBUQUERQUE ON
 FO1356'I-40 APPROXIMATELY 2.46 MILES WEST OF THE INTERSECTION OF COORS
 FO1356'BLVD. AND THE FREEWAY.
 FO1356'
 FO1356'TO REACH THE STATION FROM THE INTERSECTION OF CENTRAL AND THE
 FO1356'RAILROAD TRACKS (DOWNTOWN ALBUQUERQUE) GO EAST ON CENTRAL
 FO1356'(U.S.66) FOR APPROXIMATELY 0.60 MILE AND TURN NORTH ON I-25
 FO1356'NORTHBOUND RAMP.  TRAVEL NORTH ON I-25 FOR 1.30 MILE AND TAKE THE
 FO1356'I-40 WESTBOUND RAMP.  AFTER ENTERING I-40 WESTBOUND, CONTINUE
 FO1356'WEST FOR APPROXIMATELY 6.66 MILES.  THE STATION IS THEN LOCATED
 FO1356'150 FT NORTHERLY OF THE CENTER OF MEDIAN AT THIS POINT.  THE
 FO1356'MONUMENT IS BETWEEN THE TWO EXISTING GUARD POLES.
 FO1356'
 FO1356'THE MONUMENT IS A STANDARD STATE HIGHWAY COMMISSION DISK STAMPED
 FO1356'STA. I-40-22A AND IS FLUSH WITH THE GROUND.
 FO1356
 FO1356                          STATION RECOVERY (2005)
 FO1356
 FO1356'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 FO1356'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1350 ***********************************************************************
 FO1350  DESIGNATION -  I40 22B
 FO1350  PID         -  FO1350
 FO1350  STATE/COUNTY-  NM/BERNALILLO
 FO1350  USGS QUAD   -  ALBUQUERQUE WEST (1990)
 FO1350
 FO1350                         *CURRENT SURVEY CONTROL
 FO1350  ___________________________________________________________________
 FO1350* NAD 83(1992)-  35 05 07.19678(N)    106 44 47.24567(W)     ADJUSTED  
 FO1350* NAVD 88     -      1616.1    (meters)    5302.     (feet)  VERTCON   
 FO1350  ___________________________________________________________________
 FO1350  LAPLACE CORR-          -0.66  (seconds)                    DEFLEC99
 FO1350  GEOID HEIGHT-         -21.48  (meters)                     GEOID03
 FO1350
 FO1350  HORZ ORDER  -  SECOND
 FO1350
 FO1350.The horizontal coordinates were established by classical geodetic methods
 FO1350.and adjusted by the National Geodetic Survey in December 1993..
 FO1350
 FO1350.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1350.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1350
 FO1350.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1350
 FO1350.The geoid height was determined by GEOID03.
 FO1350
 FO1350;                    North         East     Units Scale Factor Converg.
 FO1350;SPC NM C     -   453,152.899   454,730.771   MT  0.99992525   -0 17 07.3
 FO1350;SPC NM C     - 1,486,719.14  1,491,895.87   sFT  0.99992525   -0 17 07.3
 FO1350;UTM  13      - 3,883,901.155   340,790.086   MT  0.99991240   -1 00 14.6
 FO1350
 FO1350!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1350!SPC NM C     -   0.99974976  x   0.99992525  =   0.99967503
 FO1350!UTM  13      -   0.99974976  x   0.99991240  =   0.99966218
 FO1350
 FO1350:                Primary Azimuth Mark                     Grid Az
 FO1350:SPC NM C     -  I40 22                                   058 49 01.6
 FO1350:UTM  13      -  I40 22                                   059 32 08.9
 FO1350
 FO1350|---------------------------------------------------------------------|
 FO1350| PID    Reference Object                     Distance      Geod. Az  |
 FO1350|                                                           dddmmss.s |
 FO1350| FO1355 I40 22                              APPROX. 0.6 KM 0583154.3 |
 FO1350| FO0817 REWARD                              291.288 METERS 31209     |
 FO1350|---------------------------------------------------------------------|
 FO1350
 FO1350                          SUPERSEDED SURVEY CONTROL
 FO1350
 FO1350  NAD 83(1986)-  35 05 07.20198(N)    106 44 47.24697(W) AD(       ) 2
 FO1350  NAD 27      -  35 05 07.03696(N)    106 44 45.14744(W) AD(       ) 2
 FO1350  NGVD 29 (07/19/86) 1615.3    (m)         5300.     (f) VERT ANG       
 FO1350
 FO1350.Superseded values are not recommended for survey control.
 FO1350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1350.See file dsdata.txt to determine how the superseded data were derived.
 FO1350
 FO1350_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU4079083901(NAD 83)
 FO1350_MARKER: DD = SURVEY DISK
 FO1350_SETTING: 0 = UNSPECIFIED SETTING
 FO1350_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FO1350
 FO1350  HISTORY     - Date     Condition        Report By
 FO1350  HISTORY     - 1970     MONUMENTED       NMHD
 FO1350  HISTORY     - 20060205 MARK NOT FOUND   GEOCAC
 FO1350
 FO1350                          STATION DESCRIPTION
 FO1350
 FO1350'DESCRIBED BY NM HIGHWAY DEPT 1970 (REC)
 FO1350'THE STATION IS LOCATED IN THE WESTERN SECTION OF ALBUQUERQUE ON
 FO1350'I-40 APPROXIMATELY 2.91 MILES WEST OF THE INTERSECTION OF COORS
 FO1350'BLVD. AND THE INTERSTATE 40 FREEWAY ON TOP OF A BRIDGE.
 FO1350'
 FO1350'TO REACH THE STATION FROM THE INTERSECTION OF CENTRAL AND THE
 FO1350'RAILROAD TRACKS (DOWNTOWN ALBUQUERQUE) GO EAST ON CENTRAL
 FO1350'(U.S.66) FOR APPROXIMATELY 0.60 MILE AND TURN NORTH ON INTERSTATE
 FO1350'25 NORTHBOUND RAMP.  TRAVEL NORTH ON I-25 FOR 1.30 MILES AND TAKE
 FO1350'I-40 WESTBOUND RAMP.  AFTER ENTERING I-40 WESTBOUND, CONTINUE
 FO1350'WEST FOR APPROXIMATELY 7.11 MILES.  THE STATION IS LOCATED 150
 FO1350'FT SOUTHERLY OF CENTER OF MEDIAN.  THE MONUMENT IS ON THE BRIDGE
 FO1350'ON THE WESTERLY SECTION.
 FO1350'
 FO1350'THE MONUMENT IS A STANDARD STATE HIGHWAY COMMISSION DISK STAMPED
 FO1350'STA. I-40-22B AND IS FLUSH WITH THE BRIDGE.
 FO1350
 FO1350                          STATION RECOVERY (2006)
 FO1350
 FO1350'RECOVERY NOTE BY GEOCACHING 2006 (BMC)
 FO1350'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1349 ***********************************************************************
 FO1349  DESIGNATION -  I40 22C
 FO1349  PID         -  FO1349
 FO1349  STATE/COUNTY-  NM/BERNALILLO
 FO1349  USGS QUAD   -  ALBUQUERQUE WEST (1990)
 FO1349
 FO1349                         *CURRENT SURVEY CONTROL
 FO1349  ___________________________________________________________________
 FO1349* NAD 83(1992)-  35 05 10.18562(N)    106 44 48.22086(W)     ADJUSTED  
 FO1349* NAVD 88     -      1618.1    (meters)    5309.     (feet)  VERTCON   
 FO1349  ___________________________________________________________________
 FO1349  LAPLACE CORR-          -0.67  (seconds)                    DEFLEC99
 FO1349  GEOID HEIGHT-         -21.48  (meters)                     GEOID03
 FO1349
 FO1349  HORZ ORDER  -  SECOND
 FO1349
 FO1349.The horizontal coordinates were established by classical geodetic methods
 FO1349.and adjusted by the National Geodetic Survey in December 1993..
 FO1349
 FO1349.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1349.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1349
 FO1349.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1349
 FO1349.The geoid height was determined by GEOID03.
 FO1349
 FO1349;                    North         East     Units Scale Factor Converg.
 FO1349;SPC NM C     -   453,245.122   454,706.529   MT  0.99992528   -0 17 07.9
 FO1349;SPC NM C     - 1,487,021.70  1,491,816.34   sFT  0.99992528   -0 17 07.9
 FO1349;UTM  13      - 3,883,993.674   340,767.003   MT  0.99991249   -1 00 15.3
 FO1349
 FO1349!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1349!SPC NM C     -   0.99974944  x   0.99992528  =   0.99967474
 FO1349!UTM  13      -   0.99974944  x   0.99991249  =   0.99966196
 FO1349
 FO1349:                Primary Azimuth Mark                     Grid Az
 FO1349:SPC NM C     -  I40 22A                                  058 49 09.5
 FO1349:UTM  13      -  I40 22A                                  059 32 16.9
 FO1349
 FO1349|---------------------------------------------------------------------|
 FO1349| PID    Reference Object                     Distance      Geod. Az  |
 FO1349|                                                           dddmmss.s |
 FO1349| FO1356 I40 22A                             APPROX. 0.7 KM 0583201.6 |
 FO1349|---------------------------------------------------------------------|
 FO1349
 FO1349                          SUPERSEDED SURVEY CONTROL
 FO1349
 FO1349  NAD 83(1986)-  35 05 10.19081(N)    106 44 48.22219(W) AD(       ) 2
 FO1349  NAD 27      -  35 05 10.02588(N)    106 44 46.12321(W) AD(       ) 2
 FO1349  NGVD 29 (07/19/86) 1617.3    (m)         5306.     (f) VERT ANG       
 FO1349
 FO1349.Superseded values are not recommended for survey control.
 FO1349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1349.See file dsdata.txt to determine how the superseded data were derived.
 FO1349
 FO1349_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU4076783994(NAD 83)
 FO1349_MARKER: DD = SURVEY DISK
 FO1349_SETTING: 0 = UNSPECIFIED SETTING
 FO1349_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FO1349
 FO1349  HISTORY     - Date     Condition        Report By
 FO1349  HISTORY     - 1970     MONUMENTED       NMHD
 FO1349
 FO1349                          STATION DESCRIPTION
 FO1349
 FO1349'DESCRIBED BY NM HIGHWAY DEPT 1970 (REC)
 FO1349'THE STATION IS LOCATED IN THE WESTERN SECTION OF ALBUQUERQUE ON
 FO1349'INTERSTATE 40 APPROXIMATELY 2.90 MILES WEST OF THE INTERSECTION
 FO1349'OF COORS BLVD. AND THE INTERSTATE 40 FREEWAY, ON TOP OF A BRIDGE.
 FO1349'
 FO1349'TO REACH THE STATION FROM THE INTERSECTION OF CENTRAL AND THE
 FO1349'RAILROAD TRACKS (DOWNTOWN ALBUQUERQUE) GO EAST ON CENTRAL
 FO1349'(U.S.66) FOR APPROXIMATELY 0.60 MILE AND TURN NORTH ON I-25
 FO1349'NORTHBOUND RAMP.  TRAVEL NORTH ON I-25 FOR 1.30 MILE AND TAKE THE
 FO1349'I-40 WESTBOUND RAMP.  AFTER ENTERING I-40 WESTBOUND, CONTINUE
 FO1349'WEST FOR APPROXIMATELY 7.10 MILES.  THE STATION IS THEN LOCATED
 FO1349'150 FT NORTHERLY OF THE CENTER OF MEDIAN.  THE MONUMENT IS ON
 FO1349'THE BRIDGE ON THE WESTERLY SECTION.
 FO1349'
 FO1349'THE MONUMENT IS A STANDARD STATE HIGHWAY COMMISSION DISK STAMPED
 FO1349'STA. I-40-22C AND IS FLUSH WITH THE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1430 ***********************************************************************
 FO1430  DESIGNATION -  I40 23
 FO1430  PID         -  FO1430
 FO1430  STATE/COUNTY-  NM/BERNALILLO
 FO1430  USGS QUAD   -  LA MESITA NEGRA SE (1990)
 FO1430
 FO1430                         *CURRENT SURVEY CONTROL
 FO1430  ___________________________________________________________________
 FO1430* NAD 83(1992)-  35 04 55.23592(N)    106 45 11.02692(W)     ADJUSTED  
 FO1430* NAVD 88     -      1628.0    (meters)    5341.     (feet)  VERTCON   
 FO1430  ___________________________________________________________________
 FO1430  LAPLACE CORR-          -0.87  (seconds)                    DEFLEC99
 FO1430  GEOID HEIGHT-         -21.49  (meters)                     GEOID03
 FO1430
 FO1430  HORZ ORDER  -  SECOND
 FO1430
 FO1430.The horizontal coordinates were established by classical geodetic methods
 FO1430.and adjusted by the National Geodetic Survey in December 1993..
 FO1430
 FO1430.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1430.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1430
 FO1430.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1430
 FO1430.The geoid height was determined by GEOID03.
 FO1430
 FO1430;                    North         East     Units Scale Factor Converg.
 FO1430;SPC NM C     -   452,787.351   454,126.549   MT  0.99992593   -0 17 20.9
 FO1430;SPC NM C     - 1,485,519.83  1,489,913.52   sFT  0.99992593   -0 17 20.9
 FO1430;UTM  13      - 3,883,543.218   340,181.334   MT  0.99991479   -1 00 28.0
 FO1430
 FO1430!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1430!SPC NM C     -   0.99974789  x   0.99992593  =   0.99967384
 FO1430!UTM  13      -   0.99974789  x   0.99991479  =   0.99966270
 FO1430
 FO1430:                Primary Azimuth Mark                     Grid Az
 FO1430:SPC NM C     -  I40 22B                                  058 49 35.1
 FO1430:UTM  13      -  I40 22B                                  059 32 42.2
 FO1430
 FO1430|---------------------------------------------------------------------|
 FO1430| PID    Reference Object                     Distance      Geod. Az  |
 FO1430|                                                           dddmmss.s |
 FO1430| FO1350 I40 22B                             APPROX. 0.7 KM 0583214.2 |
 FO1430|---------------------------------------------------------------------|
 FO1430
 FO1430                          SUPERSEDED SURVEY CONTROL
 FO1430
 FO1430  NAD 83(1986)-  35 04 55.24110(N)    106 45 11.02822(W) AD(       ) 2
 FO1430  NAD 27      -  35 04 55.07583(N)    106 45 08.92824(W) AD(       ) 2
 FO1430  NGVD 29 (07/19/86) 1627.2    (m)         5339.     (f) VERT ANG       
 FO1430
 FO1430.Superseded values are not recommended for survey control.
 FO1430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1430.See file dsdata.txt to determine how the superseded data were derived.
 FO1430
 FO1430_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU4018183543(NAD 83)
 FO1430_MARKER: DD = SURVEY DISK
 FO1430_SETTING: 0 = UNSPECIFIED SETTING
 FO1430_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FO1430
 FO1430  HISTORY     - Date     Condition        Report By
 FO1430  HISTORY     - 1970     MONUMENTED       NMHD
 FO1430  HISTORY     - 20060205 GOOD             GEOCAC
 FO1430
 FO1430                          STATION DESCRIPTION
 FO1430
 FO1430'DESCRIBED BY NM HIGHWAY DEPT 1970 (REC)
 FO1430'THE STATION IS LOCATED IN THE WESTERN SECTION OF ALBUQUERQUE ON
 FO1430'I-40 APPROXIMATELY 3.34 MILES WEST OF THE INTERSECTION OF COORS
 FO1430'BLVD. AND THE I-40 FREEWAY.
 FO1430'
 FO1430'TO REACH THE STATION FROM THE INTERSECTION OF CENTRAL AND THE
 FO1430'RAILROAD TRACKS (DOWNTOWN ALBUQUERQUE) GO EAST ON CENTRAL (U.S.66)
 FO1430'FOR APPROXIMATELY 0.60 MILE AND TURN NORTH ON I-25 NORTHBOUND
 FO1430'RAMP.  TRAVEL NORTH ON I-25 FOR 1.30 MILE AND TAKE THE I-40
 FO1430'WEST BOUND RAMP.  AFTER ENTERING I-40 WESTBOUND, CONTINUE WEST
 FO1430'FOR APPROXIMATELY 7.54 MILES.  THE STATION IS THEN LOCATED 150 FT
 FO1430'SOUTHERLY OF THE CENTER OF MEDIAN AT THIS POINT.  THE
 FO1430'MONUMENT IS BETWEEN THE TWO EXISTING GUARD POLES.
 FO1430'
 FO1430'THE MONUMENT IS A STANDARD STATE HIGHWAY COMMISSION DISK STAMPED
 FO1430'STA.I-40-23 AND IS FLUSH WITH THE GROUND.
 FO1430
 FO1430                          STATION RECOVERY (2006)
 FO1430
 FO1430'RECOVERY NOTE BY GEOCACHING 2006 (BMC)
 FO1430'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1431 ***********************************************************************
 FO1431  DESIGNATION -  I40 23A
 FO1431  PID         -  FO1431
 FO1431  STATE/COUNTY-  NM/BERNALILLO
 FO1431  USGS QUAD   -  LA MESITA NEGRA SE (1990)
 FO1431
 FO1431                         *CURRENT SURVEY CONTROL
 FO1431  ___________________________________________________________________
 FO1431* NAD 83(1992)-  35 04 56.41939(N)    106 45 15.58015(W)     ADJUSTED  
 FO1431* NAVD 88     -      1630.8    (meters)    5350.     (feet)  VERTCON   
 FO1431  ___________________________________________________________________
 FO1431  LAPLACE CORR-          -0.92  (seconds)                    DEFLEC99
 FO1431  GEOID HEIGHT-         -21.48  (meters)                     GEOID03
 FO1431
 FO1431  HORZ ORDER  -  SECOND
 FO1431
 FO1431.The horizontal coordinates were established by classical geodetic methods
 FO1431.and adjusted by the National Geodetic Survey in December 1993..
 FO1431
 FO1431.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1431.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1431
 FO1431.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1431
 FO1431.The geoid height was determined by GEOID03.
 FO1431
 FO1431;                    North         East     Units Scale Factor Converg.
 FO1431;SPC NM C     -   452,824.402   454,011.399   MT  0.99992606   -0 17 23.5
 FO1431;SPC NM C     - 1,485,641.39  1,489,535.73   sFT  0.99992606   -0 17 23.5
 FO1431;UTM  13      - 3,883,581.710   340,066.659   MT  0.99991525   -1 00 30.7
 FO1431
 FO1431!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1431!SPC NM C     -   0.99974745  x   0.99992606  =   0.99967353
 FO1431!UTM  13      -   0.99974745  x   0.99991525  =   0.99966272
 FO1431
 FO1431:                Primary Azimuth Mark                     Grid Az
 FO1431:SPC NM C     -  I40 22C                                  058 48 57.5
 FO1431:UTM  13      -  I40 22C                                  059 32 04.7
 FO1431
 FO1431|---------------------------------------------------------------------|
 FO1431| PID    Reference Object                     Distance      Geod. Az  |
 FO1431|                                                           dddmmss.s |
 FO1431| FO1349 I40 22C                             APPROX. 0.8 KM 0583134.0 |
 FO1431|---------------------------------------------------------------------|
 FO1431
 FO1431                          SUPERSEDED SURVEY CONTROL
 FO1431
 FO1431  NAD 83(1986)-  35 04 56.42456(N)    106 45 15.58146(W) AD(       ) 2
 FO1431  NAD 27      -  35 04 56.25952(N)    106 45 13.48202(W) AD(       ) 2
 FO1431  NGVD 29 (07/19/86) 1630.0    (m)         5348.     (f) VERT ANG       
 FO1431
 FO1431.Superseded values are not recommended for survey control.
 FO1431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1431.See file dsdata.txt to determine how the superseded data were derived.
 FO1431
 FO1431_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU4006783582(NAD 83)
 FO1431_MARKER: DD = SURVEY DISK
 FO1431_SETTING: 0 = UNSPECIFIED SETTING
 FO1431_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FO1431
 FO1431  HISTORY     - Date     Condition        Report By
 FO1431  HISTORY     - 1970     MONUMENTED       NMHD
 FO1431  HISTORY     - 20060205 GOOD             GEOCAC
 FO1431
 FO1431                          STATION DESCRIPTION
 FO1431
 FO1431'DESCRIBED BY NM HIGHWAY DEPT 1970 (REC)
 FO1431'THE STATION IS LOCATED IN THE WESTERN SECTION OF ALBUQUERQUE ON
 FO1431'I-40 APPROXIMATELY 3.40 MILES WEST OF THE INTERSECTION OF COORS
 FO1431'BLVD. AND THE I-40 FREEWAY.
 FO1431'
 FO1431'TO REACH THE STATION FROM THE INTERSECTION OF CENTRAL AND THE
 FO1431'RAILROAD TRACKS (DOWNTOWN ALBUQUERQUE) GO EAST ON CENTRAL (U.S.66)
 FO1431'FOR APPROXIMATELY 0.60 MILE AND TURN NORTH ON I-25 NORTHBOUND
 FO1431'RAMP.  TRAVEL NORTH ON I-25 FOR 1.30 MILE AND TAKE THE I-40
 FO1431'WESTBOUND RAMP.  AFTER ENTERING I-40 WESTBOUND, CONTINUE WEST FOR
 FO1431'APPROXIMATELY 7.60 MILES.  THE STATION IS THEN LOCATED 150 FT
 FO1431'NORTHERLY OF CENTER OF MEDIAN.  THE MONUMENT IS BETWEEN TWO
 FO1431'EXISTING GUARD POLES.
 FO1431'
 FO1431'THE MONUMENT IS A STANDARD STATE HIGHWAY COMMISSION DISK STAMPED
 FO1431'STA. I-40-23A AND IS FLUSH WITH GROUND.
 FO1431
 FO1431                          STATION RECOVERY (2006)
 FO1431
 FO1431'RECOVERY NOTE BY GEOCACHING 2006 (BMC)
 FO1431'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1433 ***********************************************************************
 FO1433  DESIGNATION -  I40 24
 FO1433  PID         -  FO1433
 FO1433  STATE/COUNTY-  NM/BERNALILLO
 FO1433  USGS QUAD   -  LA MESITA NEGRA SE (1990)
 FO1433
 FO1433                         *CURRENT SURVEY CONTROL
 FO1433  ___________________________________________________________________
 FO1433* NAD 83(1992)-  35 04 36.33661(N)    106 45 48.58359(W)     ADJUSTED  
 FO1433* NAVD 88     -      1664.6    (meters)    5461.     (feet)  VERTCON   
 FO1433  ___________________________________________________________________
 FO1433  LAPLACE CORR-          -1.15  (seconds)                    DEFLEC99
 FO1433  GEOID HEIGHT-         -21.49  (meters)                     GEOID03
 FO1433
 FO1433  HORZ ORDER  -  SECOND
 FO1433
 FO1433.The horizontal coordinates were established by classical geodetic methods
 FO1433.and adjusted by the National Geodetic Survey in December 1993..
 FO1433
 FO1433.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1433.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1433
 FO1433.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1433
 FO1433.The geoid height was determined by GEOID03.
 FO1433
 FO1433;                    North         East     Units Scale Factor Converg.
 FO1433;SPC NM C     -   452,209.827   453,172.227   MT  0.99992702   -0 17 42.4
 FO1433;SPC NM C     - 1,483,625.07  1,486,782.55   sFT  0.99992702   -0 17 42.4
 FO1433;UTM  13      - 3,882,977.715   339,219.854   MT  0.99991859   -1 00 49.1
 FO1433
 FO1433!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1433!SPC NM C     -   0.99974215  x   0.99992702  =   0.99966919
 FO1433!UTM  13      -   0.99974215  x   0.99991859  =   0.99966076
 FO1433
 FO1433|---------------------------------------------------------------------|
 FO1433| PID    Reference Object                     Distance      Geod. Az  |
 FO1433|                                                           dddmmss.s |
 FO1433| FO1438 I40 24A                             204.335 METERS 23832     |
 FO1433|---------------------------------------------------------------------|
 FO1433
 FO1433                          SUPERSEDED SURVEY CONTROL
 FO1433
 FO1433  NAD 83(1986)-  35 04 36.34177(N)    106 45 48.58489(W) AD(       ) 2
 FO1433  NAD 27      -  35 04 36.17618(N)    106 45 46.48416(W) AD(       ) 2
 FO1433  NGVD 29 (07/19/86) 1663.8    (m)         5459.     (f) VERT ANG       
 FO1433
 FO1433.Superseded values are not recommended for survey control.
 FO1433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1433.See file dsdata.txt to determine how the superseded data were derived.
 FO1433
 FO1433_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU3922082978(NAD 83)
 FO1433_MARKER: DD = SURVEY DISK
 FO1433_SETTING: 0 = UNSPECIFIED SETTING
 FO1433_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FO1433
 FO1433  HISTORY     - Date     Condition        Report By
 FO1433  HISTORY     - 1970     MONUMENTED       NMHD
 FO1433
 FO1433                          STATION DESCRIPTION
 FO1433
 FO1433'DESCRIBED BY NM HIGHWAY DEPT 1970 (REC)
 FO1433'THE STATION IS LOCATED IN THE WESTERN SECTION OF ALBUQUERQUE ON
 FO1433'I-40 APPROXIMATELY 4.02 MILES WEST OF THE INTERSECTION OF COORS
 FO1433'BLVD. AND THE I-40 FREEWAY.
 FO1433'
 FO1433'TO REACH THE STATION FROM THE INTERSECTION OF CENTRAL AND THE
 FO1433'RAILROAD TRACKS (DOWNTOWN ALBUQUERQUE) GO EAST ON CENTRAL (U.S.66)
 FO1433'FOR APPROXIMATELY 0.60 MILE AND TURN NORTH ON I-25 NORTHBOUND
 FO1433'RAMP.  TRAVEL NORTH ON I-25 FOR 1.30 MILE AND TAKE THE I-40
 FO1433'WESTBOUND RAMP.  AFTER ENTERING I-40 WESTBOUND, CONTINUE WEST FOR
 FO1433'APPROXIMATELY 8.22 MILES.  THE STATION IS THEN LOCATED 150 FT
 FO1433'SOUTHERLY OF THE CENTER OF MEDIAN.  THE MONUMENT IS BETWEEN THE
 FO1433'TWO EXISTING GUARD POLES.
 FO1433'
 FO1433'THE MONUMENT IS A STANDARD STATE HIGHWAY COMMISSION DISK STAMPED
 FO1433'I-40-24 AND IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1438 ***********************************************************************
 FO1438  DESIGNATION -  I40 24A
 FO1438  PID         -  FO1438
 FO1438  STATE/COUNTY-  NM/BERNALILLO
 FO1438  USGS QUAD   -  LA MESITA NEGRA SE (1990)
 FO1438
 FO1438                         *CURRENT SURVEY CONTROL
 FO1438  ___________________________________________________________________
 FO1438* NAD 83(1992)-  35 04 32.87514(N)    106 45 55.46284(W)     ADJUSTED  
 FO1438* NAVD 88     -      1673.8    (meters)    5491.     (feet)  VERTCON   
 FO1438  ___________________________________________________________________
 FO1438  LAPLACE CORR-          -1.19  (seconds)                    DEFLEC99
 FO1438  GEOID HEIGHT-         -21.49  (meters)                     GEOID03
 FO1438
 FO1438  HORZ ORDER  -  SECOND
 FO1438
 FO1438.The horizontal coordinates were established by classical geodetic methods
 FO1438.and adjusted by the National Geodetic Survey in December 1993..
 FO1438
 FO1438.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1438.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1438
 FO1438.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1438
 FO1438.The geoid height was determined by GEOID03.
 FO1438
 FO1438;                    North         East     Units Scale Factor Converg.
 FO1438;SPC NM C     -   452,104.063   452,997.411   MT  0.99992722   -0 17 46.3
 FO1438;SPC NM C     - 1,483,278.08  1,486,209.01   sFT  0.99992722   -0 17 46.3
 FO1438;UTM  13      - 3,882,874.152   339,043.726   MT  0.99991929   -1 00 53.0
 FO1438
 FO1438!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1438!SPC NM C     -   0.99974071  x   0.99992722  =   0.99966794
 FO1438!UTM  13      -   0.99974071  x   0.99991929  =   0.99966002
 FO1438
 FO1438|---------------------------------------------------------------------|
 FO1438| PID    Reference Object                     Distance      Geod. Az  |
 FO1438|                                                           dddmmss.s |
 FO1438| FO1433 I40 24                              204.335 METERS 05832     |
 FO1438|---------------------------------------------------------------------|
 FO1438
 FO1438                          SUPERSEDED SURVEY CONTROL
 FO1438
 FO1438  NAD 83(1986)-  35 04 32.88028(N)    106 45 55.46415(W) AD(       ) 2
 FO1438  NAD 27      -  35 04 32.71460(N)    106 45 53.36336(W) AD(       ) 2
 FO1438  NGVD 29 (07/19/86) 1673.0    (m)         5489.     (f) VERT ANG       
 FO1438
 FO1438.Superseded values are not recommended for survey control.
 FO1438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1438.See file dsdata.txt to determine how the superseded data were derived.
 FO1438
 FO1438_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU3904482874(NAD 83)
 FO1438_MARKER: DD = SURVEY DISK
 FO1438_SETTING: 0 = UNSPECIFIED SETTING
 FO1438_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FO1438
 FO1438  HISTORY     - Date     Condition        Report By
 FO1438  HISTORY     - 1970     MONUMENTED       NMHD
 FO1438  HISTORY     - 20060205 MARK NOT FOUND   GEOCAC
 FO1438
 FO1438                          STATION DESCRIPTION
 FO1438
 FO1438'DESCRIBED BY NM HIGHWAY DEPT 1970 (REC)
 FO1438'THE STATION IS LOCATED IN THE WESTERN SECTION OF ALBUQUERQUE ON
 FO1438'I-40 APPROXIMATELY 4.14 MILES WEST OF THE INTERSECTION OF COORS
 FO1438'BLVD. AND THE I-40 FREEWAY.
 FO1438'
 FO1438'TO REACH THE STATION FROM THE INTERSECTION OF CENTRAL AND THE
 FO1438'RAILROAD TRACKS (DOWNTOWN ALBUQUERQUE) GO EAST ON CENTRAL (U.S.66)
 FO1438'FOR APPROXIMATELY 0.60 MILE AND TURN NORTH ON I-25 NORTHBOUND
 FO1438'RAMP.  TRAVEL NORTH ON I-25 FOR 1.30 MILE AND TAKE THE I-40
 FO1438'WESTBOUND RAMP.  AFTER ENTERING I-40 WESTBOUND, CONTINUE WEST
 FO1438'FOR APPROXIMATELY 8.34 MILES.  THE STATION IS THEN LOCATED 150
 FO1438'FT SOUTHERLY OF THE CENTER OF MEDIAN.  THE MONUMENT IS BETWEEN
 FO1438'THE TWO EXISTING GUARD POLES.
 FO1438'
 FO1438'THE MONUMENT IS A STANDARD STATE HIGHWAY COMMISSION DISK STAMPED
 FO1438'STA.I-40-24A AND IS FLUSH WITH THE GROUND.
 FO1438
 FO1438                          STATION RECOVERY (2006)
 FO1438
 FO1438'RECOVERY NOTE BY GEOCACHING 2006 (BMC)
 FO1438'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1437 ***********************************************************************
 FO1437  DESIGNATION -  I40 24B
 FO1437  PID         -  FO1437
 FO1437  STATE/COUNTY-  NM/BERNALILLO
 FO1437  USGS QUAD   -  LA MESITA NEGRA SE (1990)
 FO1437
 FO1437                         *CURRENT SURVEY CONTROL
 FO1437  ___________________________________________________________________
 FO1437* NAD 83(1992)-  35 04 33.35049(N)    106 46 01.42492(W)     ADJUSTED  
 FO1437* NAVD 88     -      1682.5    (meters)    5520.     (feet)  VERTCON   
 FO1437  ___________________________________________________________________
 FO1437  LAPLACE CORR-          -1.22  (seconds)                    DEFLEC99
 FO1437  GEOID HEIGHT-         -21.49  (meters)                     GEOID03
 FO1437
 FO1437  HORZ ORDER  -  SECOND
 FO1437
 FO1437.The horizontal coordinates were established by classical geodetic methods
 FO1437.and adjusted by the National Geodetic Survey in December 1993..
 FO1437
 FO1437.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1437.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1437
 FO1437.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1437
 FO1437.The geoid height was determined by GEOID03.
 FO1437
 FO1437;                    North         East     Units Scale Factor Converg.
 FO1437;SPC NM C     -   452,119.492   452,846.454   MT  0.99992739   -0 17 49.7
 FO1437;SPC NM C     - 1,483,328.70  1,485,713.74   sFT  0.99992739   -0 17 49.7
 FO1437;UTM  13      - 3,882,891.473   338,892.976   MT  0.99991989   -1 00 56.5
 FO1437
 FO1437!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1437!SPC NM C     -   0.99973934  x   0.99992739  =   0.99966675
 FO1437!UTM  13      -   0.99973934  x   0.99991989  =   0.99965925
 FO1437
 FO1437|---------------------------------------------------------------------|
 FO1437| PID    Reference Object                     Distance      Geod. Az  |
 FO1437|                                                           dddmmss.s |
 FO1437| FO1432 I40 23B                             275.093 METERS 05831     |
 FO1437|---------------------------------------------------------------------|
 FO1437
 FO1437                          SUPERSEDED SURVEY CONTROL
 FO1437
 FO1437  NAD 83(1986)-  35 04 33.35561(N)    106 46 01.42624(W) AD(       ) 2
 FO1437  NAD 27      -  35 04 33.19012(N)    106 45 59.32598(W) AD(       ) 2
 FO1437  NGVD 29 (07/19/86) 1681.7    (m)         5517.     (f) VERT ANG       
 FO1437
 FO1437.Superseded values are not recommended for survey control.
 FO1437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1437.See file dsdata.txt to determine how the superseded data were derived.
 FO1437
 FO1437_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU3889382891(NAD 83)
 FO1437_MARKER: DD = SURVEY DISK
 FO1437_SETTING: 0 = UNSPECIFIED SETTING
 FO1437_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FO1437
 FO1437  HISTORY     - Date     Condition        Report By
 FO1437  HISTORY     - 1970     MONUMENTED       NMHD
 FO1437  HISTORY     - 20060205 GOOD             GEOCAC
 FO1437
 FO1437                          STATION DESCRIPTION
 FO1437
 FO1437'DESCRIBED BY NM HIGHWAY DEPT 1970 (REC)
 FO1437'THE STATION IS LOCATED ON THE WESTERN SECTION OF ALBUQUERQUE
 FO1437'ON I-40 APPROXIMATELY 4.24 MILES WEST OF THE INTERSECTION OF
 FO1437'COORS BLVD. AND THE I-40 FREEWAY.
 FO1437'
 FO1437'TO REACH THE STATION FROM THE INTERSECTION OF CENTRAL AND THE
 FO1437'RAILROAD TRACKS (DOWNTOWN ALBUQUERQUE) GO EAST ON CENTRAL (U.S.66)
 FO1437'FOR APPROXIMATELY 0.60 MILE AND TURN NORTH ON I-25 NORTHBOUND
 FO1437'RAMP.  TRAVEL NORTH I-25 FOR 1.30 MILE AND TAKE THE I-40
 FO1437'WESTBOUND RAMP.  AFTER ENTERING I-40 WESTBOUND, CONTINUE WEST
 FO1437'FOR APPROXIMATELY 8.44 MILES.  THE STATION IS THEN LOCATED 150
 FO1437'FT NORTHERLY OF THE CENTER OF THE MEDIAN.  THE MONUMENT IS
 FO1437'BETWEEN TWO EXISTING GUARD POLES.
 FO1437'
 FO1437'THE MONUMENT IS A STANDARD STATE HIGHWAY COMMISSION DISK STAMPED
 FO1437'STA.I-40-24B AND IS FLUSH WITH THE GROUND.
 FO1437
 FO1437                          STATION RECOVERY (2006)
 FO1437
 FO1437'RECOVERY NOTE BY GEOCACHING 2006 (BMC)
 FO1437'THE STATION IS ON TOP OF THE RIDGE OF THE RISE ON THE NORTH SIDE OF
 FO1437'I-40, 1 FOOT FROM THE RIGHT OF WAY FENCE.  A MEDIUM SIZED FADED WHITE
 FO1437'SIGN IS ATTACHED TO THE FENCE SEVERAL FEET WEST OF THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1436 ***********************************************************************
 FO1436  DESIGNATION -  I40 25
 FO1436  PID         -  FO1436
 FO1436  STATE/COUNTY-  NM/BERNALILLO
 FO1436  USGS QUAD   -  LA MESITA NEGRA SE (1990)
 FO1436
 FO1436                         *CURRENT SURVEY CONTROL
 FO1436  ___________________________________________________________________
 FO1436* NAD 83(1992)-  35 04 20.83134(N)    106 46 19.39320(W)     ADJUSTED  
 FO1436* NAVD 88     -      1688.6    (meters)    5540.     (feet)  VERTCON   
 FO1436  ___________________________________________________________________
 FO1436  LAPLACE CORR-          -1.28  (seconds)                    DEFLEC99
 FO1436  GEOID HEIGHT-         -21.50  (meters)                     GEOID03
 FO1436
 FO1436  HORZ ORDER  -  SECOND
 FO1436
 FO1436.The horizontal coordinates were established by classical geodetic methods
 FO1436.and adjusted by the National Geodetic Survey in December 1993..
 FO1436
 FO1436.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1436.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1436
 FO1436.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1436
 FO1436.The geoid height was determined by GEOID03.
 FO1436
 FO1436;                    North         East     Units Scale Factor Converg.
 FO1436;SPC NM C     -   451,736.092   452,389.258   MT  0.99992793   -0 17 59.9
 FO1436;SPC NM C     - 1,482,070.83  1,484,213.76   sFT  0.99992793   -0 17 59.9
 FO1436;UTM  13      - 3,882,513.839   338,431.011   MT  0.99992173   -1 01 06.5
 FO1436
 FO1436!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1436!SPC NM C     -   0.99973838  x   0.99992793  =   0.99966633
 FO1436!UTM  13      -   0.99973838  x   0.99992173  =   0.99966013
 FO1436
 FO1436:                Primary Azimuth Mark                     Grid Az
 FO1436:SPC NM C     -  I40 24A                                  058 49 24.3
 FO1436:UTM  13      -  I40 24A                                  059 32 30.9
 FO1436
 FO1436|---------------------------------------------------------------------|
 FO1436| PID    Reference Object                     Distance      Geod. Az  |
 FO1436|                                                           dddmmss.s |
 FO1436| FO1438 I40 24A                             APPROX. 0.7 KM 0583124.4 |
 FO1436|---------------------------------------------------------------------|
 FO1436
 FO1436                          SUPERSEDED SURVEY CONTROL
 FO1436
 FO1436  NAD 83(1986)-  35 04 20.83645(N)    106 46 19.39452(W) AD(       ) 2
 FO1436  NAD 27      -  35 04 20.67054(N)    106 46 17.29327(W) AD(       ) 2
 FO1436  NGVD 29 (07/19/86) 1687.8    (m)         5537.     (f) VERT ANG       
 FO1436
 FO1436.Superseded values are not recommended for survey control.
 FO1436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1436.See file dsdata.txt to determine how the superseded data were derived.
 FO1436
 FO1436_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU3843182514(NAD 83)
 FO1436_MARKER: DD = SURVEY DISK
 FO1436_SETTING: 0 = UNSPECIFIED SETTING
 FO1436_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FO1436
 FO1436  HISTORY     - Date     Condition        Report By
 FO1436  HISTORY     - 1970     MONUMENTED       NMHD
 FO1436  HISTORY     - 20060205 GOOD             GEOCAC
 FO1436
 FO1436                          STATION DESCRIPTION
 FO1436
 FO1436'DESCRIBED BY NM HIGHWAY DEPT 1970 (REC)
 FO1436'THE STATION IS LOCATED IN THE WESTERN SECTION OF ALBUQUERQUE ON
 FO1436'I-40 APPROXIMATELY 4.58 MILES WEST OF THE INTERSECTION OF COORS
 FO1436'BLVD. AND THE I-40 FREEWAY.
 FO1436'
 FO1436'TO REACH THE STATION FROM THE INTERSECTION OF CENTRAL AND THE
 FO1436'RAILROAD TRACKS (DOWNTOWN ALBUQUERQUE) GO EAST ON CENTRAL (U.S.66)
 FO1436'FOR APPROXIMATELY 0.60 MILE AND TURN NORTH ON I-25 NORTHBOUND
 FO1436'RAMP.  TRAVEL NORTH ON I-25 FOR 1.30 MILE AND TAKE THE I-40
 FO1436'WESTBOUND RAMP.  AFTER ENTERING I-40 WESTBOUND, CONTINUE WEST FOR
 FO1436'APPROXIMATELY 8.78 MILES.  THE STATION IS THEN LOCATED 150 FT
 FO1436'SOUTHERLY OF THE CENTER OF MEDIAN.  THE MONUMENT IS BETWEEN THE
 FO1436'TWO EXISTING GUARD POLES.
 FO1436'
 FO1436'THE MONUMENT IS A STANDARD STATE HIGHWAY COMMISSION DISK
 FO1436'STAMPED STA.I-40-25 AND IS FLUSH WITH THE GROUND.
 FO1436
 FO1436                          STATION RECOVERY (2006)
 FO1436
 FO1436'RECOVERY NOTE BY GEOCACHING 2006 (BMC)
 FO1436'THE STATION IS 1 FOOT FROM THE RIGHT OF WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1439 ***********************************************************************
 FO1439  DESIGNATION -  I40 26
 FO1439  PID         -  FO1439
 FO1439  STATE/COUNTY-  NM/BERNALILLO
 FO1439  USGS QUAD   -  LA MESITA NEGRA SE (1990)
 FO1439
 FO1439                         *CURRENT SURVEY CONTROL
 FO1439  ___________________________________________________________________
 FO1439* NAD 83(1992)-  35 04 08.88935(N)    106 46 43.11086(W)     ADJUSTED  
 FO1439* NAVD 88     -      1728.3    (meters)    5670.     (feet)  VERTCON   
 FO1439  ___________________________________________________________________
 FO1439  LAPLACE CORR-          -1.33  (seconds)                    DEFLEC99
 FO1439  GEOID HEIGHT-         -21.50  (meters)                     GEOID03
 FO1439
 FO1439  HORZ ORDER  -  SECOND
 FO1439
 FO1439.The horizontal coordinates were established by classical geodetic methods
 FO1439.and adjusted by the National Geodetic Survey in December 1993..
 FO1439
 FO1439.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1439.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1439
 FO1439.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1439
 FO1439.The geoid height was determined by GEOID03.
 FO1439
 FO1439;                    North         East     Units Scale Factor Converg.
 FO1439;SPC NM C     -   451,371.271   451,786.461   MT  0.99992864   -0 18 13.5
 FO1439;SPC NM C     - 1,480,873.91  1,482,236.08   sFT  0.99992864   -0 18 13.5
 FO1439;UTM  13      - 3,882,156.607   337,823.690   MT  0.99992415   -1 01 19.8
 FO1439
 FO1439!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1439!SPC NM C     -   0.99973215  x   0.99992864  =   0.99966081
 FO1439!UTM  13      -   0.99973215  x   0.99992415  =   0.99965633
 FO1439
 FO1439|---------------------------------------------------------------------|
 FO1439| PID    Reference Object                     Distance      Geod. Az  |
 FO1439|                                                           dddmmss.s |
 FO1439| FO1440 I40 27                              396.714 METERS 23830     |
 FO1439|---------------------------------------------------------------------|
 FO1439
 FO1439                          SUPERSEDED SURVEY CONTROL
 FO1439
 FO1439  NAD 83(1986)-  35 04 08.89441(N)    106 46 43.11219(W) AD(       ) 2
 FO1439  NAD 27      -  35 04 08.72831(N)    106 46 41.01052(W) AD(       ) 2
 FO1439  NGVD 29 (07/19/86) 1727.5    (m)         5668.     (f) VERT ANG       
 FO1439
 FO1439.Superseded values are not recommended for survey control.
 FO1439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1439.See file dsdata.txt to determine how the superseded data were derived.
 FO1439
 FO1439_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU3782482157(NAD 83)
 FO1439_MARKER: DD = SURVEY DISK
 FO1439_SETTING: 0 = UNSPECIFIED SETTING
 FO1439_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FO1439
 FO1439  HISTORY     - Date     Condition        Report By
 FO1439  HISTORY     - 1970     MONUMENTED       NMHD
 FO1439  HISTORY     - 20060205 GOOD             GEOCAC
 FO1439
 FO1439                          STATION DESCRIPTION
 FO1439
 FO1439'DESCRIBED BY NM HIGHWAY DEPT 1970 (REC)
 FO1439'THE STATION IS LOCATED ON THE WESTERN SECTION OF ALBUQUERQUE ON
 FO1439'I-40 APPROXIMATELY 5.01 MILES WEST OF THE INTERSECTION OF COORS
 FO1439'BLVD. AND THE I-40 FREEWAY.
 FO1439'
 FO1439'TO REACH THE STATION FROM THE INTERSECTION OF CENTRAL AND THE
 FO1439'RAILROAD TRACKS (DOWNTOWN ALBUQUERQUE) GO EAST ON CENTRAL (U.S.66)
 FO1439'FOR APPROXIMATELY 0.60 MILE AND TURN NORTH ON I-25 NORTHBOUND
 FO1439'RAMP.  TRAVEL NORTH ON I-25 FOR 1.30 MILE AND TAKE THE I-40
 FO1439'WESTBOUND RAMP.  AFTER ENTERING I-40 WESTBOUND, CONTINUE WEST FOR
 FO1439'APPROXIMATELY 9.21 MILES.  THE STATION IS THEN LOCATED 150 FT
 FO1439'SOUTHERLY OF THE CENTER OF MEDIAN BETWEEN TWO EXISTING GUARD
 FO1439'POLES.
 FO1439'
 FO1439'THE MONUMENT IS A STANDARD STATE HIGHWAY COMMISSION DISK
 FO1439'STAMPED STA.I-40-26 AND IS FLUSH WITH THE GROUND.
 FO1439
 FO1439                          STATION RECOVERY (2006)
 FO1439
 FO1439'RECOVERY NOTE BY GEOCACHING 2006 (BMC)
 FO1439'THE STATION IS 1 FOOT FROM THE RIGHT OF WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1440 ***********************************************************************
 FO1440  DESIGNATION -  I40 27
 FO1440  PID         -  FO1440
 FO1440  STATE/COUNTY-  NM/BERNALILLO
 FO1440  USGS QUAD   -  LA MESITA NEGRA SE (1990)
 FO1440
 FO1440                         *CURRENT SURVEY CONTROL
 FO1440  ___________________________________________________________________
 FO1440* NAD 83(1992)-  35 04 02.16413(N)    106 46 56.46192(W)     ADJUSTED  
 FO1440* NAVD 88     -      1741.3    (meters)    5713.     (feet)  VERTCON   
 FO1440  ___________________________________________________________________
 FO1440  LAPLACE CORR-          -1.33  (seconds)                    DEFLEC99
 FO1440  GEOID HEIGHT-         -21.50  (meters)                     GEOID03
 FO1440
 FO1440  HORZ ORDER  -  SECOND
 FO1440
 FO1440.The horizontal coordinates were established by classical geodetic methods
 FO1440.and adjusted by the National Geodetic Survey in December 1993..
 FO1440
 FO1440.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1440.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1440
 FO1440.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1440
 FO1440.The geoid height was determined by GEOID03.
 FO1440
 FO1440;                    North         East     Units Scale Factor Converg.
 FO1440;SPC NM C     -   451,165.836   451,447.115   MT  0.99992904   -0 18 21.1
 FO1440;SPC NM C     - 1,480,199.91  1,481,122.74   sFT  0.99992904   -0 18 21.1
 FO1440;UTM  13      - 3,881,955.443   337,481.796   MT  0.99992552   -1 01 27.3
 FO1440
 FO1440!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1440!SPC NM C     -   0.99973012  x   0.99992904  =   0.99965917
 FO1440!UTM  13      -   0.99973012  x   0.99992552  =   0.99965566
 FO1440
 FO1440|---------------------------------------------------------------------|
 FO1440| PID    Reference Object                     Distance      Geod. Az  |
 FO1440|                                                           dddmmss.s |
 FO1440| FO1439 I40 26                              396.714 METERS 05830     |
 FO1440| FO0824 EDGE RM 3                           110.306 METERS 18033     |
 FO1440| FO1443 I40 28                              APPROX. 0.5 KM 2383019.8 |
 FO1440|---------------------------------------------------------------------|
 FO1440
 FO1440                          SUPERSEDED SURVEY CONTROL
 FO1440
 FO1440  NAD 83(1986)-  35 04 02.16917(N)    106 46 56.46325(W) AD(       ) 2
 FO1440  NAD 27      -  35 04 02.00294(N)    106 46 54.36139(W) AD(       ) 2
 FO1440  NGVD 29 (07/19/86) 1740.5    (m)         5710.     (f) VERT ANG       
 FO1440
 FO1440.Superseded values are not recommended for survey control.
 FO1440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1440.See file dsdata.txt to determine how the superseded data were derived.
 FO1440
 FO1440_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU3748281955(NAD 83)
 FO1440_MARKER: DD = SURVEY DISK
 FO1440_SETTING: 0 = UNSPECIFIED SETTING
 FO1440_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FO1440
 FO1440  HISTORY     - Date     Condition        Report By
 FO1440  HISTORY     - 1970     MONUMENTED       NMHD
 FO1440
 FO1440                          STATION DESCRIPTION
 FO1440
 FO1440'DESCRIBED BY NM HIGHWAY DEPT 1970 (REC)
 FO1440'THE STATION IS LOCATED ON THE WESTERN SECTION OF ALBUQUERQUE ON
 FO1440'INTERSTATE 40 APPROXIMATELY 5.25 MILES WEST OF THE INTERSECTION
 FO1440'OF COORS BLVD. AND THE I-40 FREEWAY.
 FO1440'
 FO1440'TO REACH THE STATION FROM THE INTERSECTION OF CENTRAL AND THE
 FO1440'RAILROAD TRACKS (DOWNTOWN ALBUQUERQUE) GO EAST ON CENTRAL (U.S.66)
 FO1440'FOR APPROXIMATELY 0.60 MILE AND TURN NORTH ON I-25 NORTHBOUND
 FO1440'RAMP.  TRAVEL NORTH ON I-25 FOR 1.30 MILE AND TAKE THE I-40
 FO1440'WESTBOUND RAMP.  AFTER ENTERING I-40 WESTBOUND, CONTINUE WEST
 FO1440'FOR APPROXIMATELY 9.45 MILES.  THE STATION IS THEN LOCATED
 FO1440'150 FT SOUTHERLY OF THE CENTER OF MEDIAN BETWEEN TWO EXISTING
 FO1440'GUARD POLES.
 FO1440'
 FO1440'THE MONUMENT IS A STANDARD STATE HIGHWAY COMMISSION DISK
 FO1440'STAMPED STA.I-40-27 AND IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1441 ***********************************************************************
 FO1441  DESIGNATION -  I40 27A
 FO1441  PID         -  FO1441
 FO1441  STATE/COUNTY-  NM/BERNALILLO
 FO1441  USGS QUAD   -  LA MESITA NEGRA SE (1990)
 FO1441
 FO1441                         *CURRENT SURVEY CONTROL
 FO1441  ___________________________________________________________________
 FO1441* NAD 83(1992)-  35 04 06.21332(N)    106 46 55.32604(W)     ADJUSTED  
 FO1441* NAVD 88     -      1732.6    (meters)    5684.     (feet)  VERTCON   
 FO1441  ___________________________________________________________________
 FO1441  LAPLACE CORR-          -1.34  (seconds)                    DEFLEC99
 FO1441  GEOID HEIGHT-         -21.50  (meters)                     GEOID03
 FO1441
 FO1441  HORZ ORDER  -  SECOND
 FO1441
 FO1441.The horizontal coordinates were established by classical geodetic methods
 FO1441.and adjusted by the National Geodetic Survey in December 1993..
 FO1441
 FO1441.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1441.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1441
 FO1441.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1441
 FO1441.The geoid height was determined by GEOID03.
 FO1441
 FO1441;                    North         East     Units Scale Factor Converg.
 FO1441;SPC NM C     -   451,290.456   451,476.558   MT  0.99992901   -0 18 20.5
 FO1441;SPC NM C     - 1,480,608.77  1,481,219.34   sFT  0.99992901   -0 18 20.5
 FO1441;UTM  13      - 3,882,079.684   337,512.799   MT  0.99992540   -1 01 26.8
 FO1441
 FO1441!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1441!SPC NM C     -   0.99973148  x   0.99992901  =   0.99966051
 FO1441!UTM  13      -   0.99973148  x   0.99992540  =   0.99965690
 FO1441
 FO1441:                Primary Azimuth Mark                     Grid Az
 FO1441:SPC NM C     -  I40 28A                                  238 49 03.5
 FO1441:UTM  13      -  I40 28A                                  239 32 09.8
 FO1441
 FO1441|---------------------------------------------------------------------|
 FO1441| PID    Reference Object                     Distance      Geod. Az  |
 FO1441|                                                           dddmmss.s |
 FO1441| FO1442 I40 28A                             APPROX. 0.6 KM 2383043.0 |
 FO1441|---------------------------------------------------------------------|
 FO1441
 FO1441                          SUPERSEDED SURVEY CONTROL
 FO1441
 FO1441  NAD 83(1986)-  35 04 06.21838(N)    106 46 55.32736(W) AD(       ) 2
 FO1441  NAD 27      -  35 04 06.05233(N)    106 46 53.22593(W) AD(       ) 2
 FO1441  NGVD 29 (07/19/86) 1731.8    (m)         5682.     (f) VERT ANG       
 FO1441
 FO1441.Superseded values are not recommended for survey control.
 FO1441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1441.See file dsdata.txt to determine how the superseded data were derived.
 FO1441
 FO1441_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU3751382080(NAD 83)
 FO1441_MARKER: DD = SURVEY DISK
 FO1441_SETTING: 0 = UNSPECIFIED SETTING
 FO1441_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FO1441
 FO1441  HISTORY     - Date     Condition        Report By
 FO1441  HISTORY     - 1970     MONUMENTED       NMHD
 FO1441  HISTORY     - 20060205 GOOD             GEOCAC
 FO1441
 FO1441                          STATION DESCRIPTION
 FO1441
 FO1441'DESCRIBED BY NM HIGHWAY DEPT 1970 (REC)
 FO1441'THE STATION IS LOCATED IN THE WESTERN SECTION OF ALBUQUERQUE ON
 FO1441'I-40 APPROXIMATELY 5.24 MILES WEST OF THE INTERSECTION OF COORS
 FO1441'BLVD. AND THE I-40 FREEWAY.
 FO1441'
 FO1441'TO REACH THE STATION FROM THE INTERSECTION OF CENTRAL AND THE
 FO1441'RAILROAD TRACKS (DOWNTOWN ALBUQUERQUE) GO EAST ON CENTRAL
 FO1441'(U.S.-66) FOR APPROXIMATELY 0.60 MILE AND TURN NORTH ON I-25
 FO1441'NORTHBOUND RAMP.  TRAVEL NORTH ON I-25 FOR 1.30 MILE AND TAKE THE
 FO1441'I-40 WESTBOUND RAMP.  AFTER ENTERING I-40 WESTBOUND, CONTINUE
 FO1441'WEST FOR APPROXIMATELY 9.44 MILES.  THE STATION IS THEN LOCATED
 FO1441'150 FT NORTHERLY OF THE CENTER OF MEDIAN.  THE MONUMENT IS
 FO1441'BETWEEN TWO EXISTING GUARD POLES.
 FO1441'
 FO1441'THE MONUMENT IS A STANDARD STATE HIGHWAY COMMISSION DISK STAMPED
 FO1441'STA. I-40-27A AND IS FLUSH WITH THE GROUND.
 FO1441
 FO1441                          STATION RECOVERY (2006)
 FO1441
 FO1441'RECOVERY NOTE BY GEOCACHING 2006 (BMC)
 FO1441'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1443 ***********************************************************************
 FO1443  DESIGNATION -  I40 28
 FO1443  PID         -  FO1443
 FO1443  STATE/COUNTY-  NM/BERNALILLO
 FO1443  USGS QUAD   -  LA MESITA NEGRA SE (1990)
 FO1443
 FO1443                         *CURRENT SURVEY CONTROL
 FO1443  ___________________________________________________________________
 FO1443* NAD 83(1992)-  35 03 53.31707(N)    106 47 14.02413(W)     ADJUSTED  
 FO1443* NAVD 88     -      1750.2    (meters)    5742.     (feet)  VERTCON   
 FO1443  ___________________________________________________________________
 FO1443  LAPLACE CORR-          -1.32  (seconds)                    DEFLEC99
 FO1443  GEOID HEIGHT-         -21.50  (meters)                     GEOID03
 FO1443
 FO1443  HORZ ORDER  -  SECOND
 FO1443
 FO1443.The horizontal coordinates were established by classical geodetic methods
 FO1443.and adjusted by the National Geodetic Survey in December 1993..
 FO1443
 FO1443.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1443.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1443
 FO1443.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1443
 FO1443.The geoid height was determined by GEOID03.
 FO1443
 FO1443;                    North         East     Units Scale Factor Converg.
 FO1443;SPC NM C     -   450,895.604   451,000.709   MT  0.99992958   -0 18 31.1
 FO1443;SPC NM C     - 1,479,313.33  1,479,658.16   sFT  0.99992958   -0 18 31.1
 FO1443;UTM  13      - 3,881,690.830   337,032.039   MT  0.99992733   -1 01 37.2
 FO1443
 FO1443!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1443!SPC NM C     -   0.99972873  x   0.99992958  =   0.99965833
 FO1443!UTM  13      -   0.99972873  x   0.99992733  =   0.99965608
 FO1443
 FO1443:                Primary Azimuth Mark                     Grid Az
 FO1443:SPC NM C     -  I40 27                                   058 48 40.8
 FO1443:UTM  13      -  I40 27                                   059 31 46.9
 FO1443
 FO1443|---------------------------------------------------------------------|
 FO1443| PID    Reference Object                     Distance      Geod. Az  |
 FO1443|                                                           dddmmss.s |
 FO1443| FO1440 I40 27                              APPROX. 0.5 KM 0583009.7 |
 FO1443| FO0824 EDGE RM 3                           472.684 METERS 0695442.3 |
 FO1443|---------------------------------------------------------------------|
 FO1443
 FO1443                          SUPERSEDED SURVEY CONTROL
 FO1443
 FO1443  NAD 83(1986)-  35 03 53.32209(N)    106 47 14.02546(W) AD(       ) 2
 FO1443  NAD 27      -  35 03 53.15571(N)    106 47 11.92334(W) AD(       ) 2
 FO1443  NGVD 29 (07/19/86) 1749.3    (m)         5739.     (f) VERT ANG       
 FO1443
 FO1443.Superseded values are not recommended for survey control.
 FO1443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1443.See file dsdata.txt to determine how the superseded data were derived.
 FO1443
 FO1443_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU3703281691(NAD 83)
 FO1443_MARKER: DD = SURVEY DISK
 FO1443_SETTING: 0 = UNSPECIFIED SETTING
 FO1443_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FO1443
 FO1443  HISTORY     - Date     Condition        Report By
 FO1443  HISTORY     - 1970     MONUMENTED       NMHD
 FO1443  HISTORY     - 20060205 MARK NOT FOUND   GEOCAC
 FO1443
 FO1443                          STATION DESCRIPTION
 FO1443
 FO1443'DESCRIBED BY NM HIGHWAY DEPT 1970 (REC)
 FO1443'THE STATION IS LOCATED ON THE WESTERN SECTION OF ALBUQUERQUE ON
 FO1443'INTERSTATE 40 APPROXIMATELY 5.57 MILES OF THE INTERSECTION OF
 FO1443'COORS BLVD. AND THE I-40 FREEWAY, ON TOP OF A BRIDGE.
 FO1443'
 FO1443'TO REACH THE STATION FROM THE INTERSECTION OF CENTRAL AND THE
 FO1443'RAILROAD TRACKS (DOWNTOWN ALBUQUERQUE) GO EAST ON CENTRAL
 FO1443'(U.S.-66) FOR APPROXIMATELY 0.60 MILE AND TURN NORTH ON I-25
 FO1443'NORTHBOUND RAMP.  TRAVEL NORTH ON I-25 FOR 1.30 MILE AND TAKE THE
 FO1443'I-40 WESTBOUND RAMP.  AFTER ENTERING I-40 WESTBOUND, CONTINUE
 FO1443'WEST FOR APPROXIMATELY 9.77 MILES.  THE STATION IS THEN LOCATED
 FO1443'150 FT SOUTHERLY OF CENTER OF MEDIAN ON THE WESTERLY SECTION OF
 FO1443'THE BRIDGE.
 FO1443'
 FO1443'THE MONUMENT IS A STANDARD STATE HIGHWAY COMMISSION DISK
 FO1443'STAMPED I-40-28 AND IS FLUSH WITH THE BRIDGE.
 FO1443
 FO1443                          STATION RECOVERY (2006)
 FO1443
 FO1443'RECOVERY NOTE BY GEOCACHING 2006 (BMC)
 FO1443'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1442 ***********************************************************************
 FO1442  DESIGNATION -  I40 28A
 FO1442  PID         -  FO1442
 FO1442  STATE/COUNTY-  NM/BERNALILLO
 FO1442  USGS QUAD   -  LA MESITA NEGRA SE (1990)
 FO1442
 FO1442                         *CURRENT SURVEY CONTROL
 FO1442  ___________________________________________________________________
 FO1442* NAD 83(1992)-  35 03 55.84587(N)    106 47 15.91160(W)     ADJUSTED  
 FO1442* NAVD 88     -      1750.2    (meters)    5742.     (feet)  VERTCON   
 FO1442  ___________________________________________________________________
 FO1442  LAPLACE CORR-          -1.32  (seconds)                    DEFLEC99
 FO1442  GEOID HEIGHT-         -21.50  (meters)                     GEOID03
 FO1442
 FO1442  HORZ ORDER  -  SECOND
 FO1442
 FO1442.The horizontal coordinates were established by classical geodetic methods
 FO1442.and adjusted by the National Geodetic Survey in December 1993..
 FO1442
 FO1442.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1442.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1442
 FO1442.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1442
 FO1442.The geoid height was determined by GEOID03.
 FO1442
 FO1442;                    North         East     Units Scale Factor Converg.
 FO1442;SPC NM C     -   450,973.785   450,953.309   MT  0.99992964   -0 18 32.2
 FO1442;SPC NM C     - 1,479,569.83  1,479,502.65   sFT  0.99992964   -0 18 32.2
 FO1442;UTM  13      - 3,881,769.599   336,985.623   MT  0.99992751   -1 01 38.3
 FO1442
 FO1442!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1442!SPC NM C     -   0.99972873  x   0.99992964  =   0.99965839
 FO1442!UTM  13      -   0.99972873  x   0.99992751  =   0.99965626
 FO1442
 FO1442:                Primary Azimuth Mark                     Grid Az
 FO1442:SPC NM C     -  I40 27A                                  058 49 03.3
 FO1442:UTM  13      -  I40 27A                                  059 32 09.4
 FO1442
 FO1442|---------------------------------------------------------------------|
 FO1442| PID    Reference Object                     Distance      Geod. Az  |
 FO1442|                                                           dddmmss.s |
 FO1442| FO1441 I40 27A                             APPROX. 0.6 KM 0583031.1 |
 FO1442| FO0824 EDGE RM 3                           498.946 METERS 0801530.6 |
 FO1442|---------------------------------------------------------------------|
 FO1442
 FO1442                          SUPERSEDED SURVEY CONTROL
 FO1442
 FO1442  NAD 83(1986)-  35 03 55.85089(N)    106 47 15.91292(W) AD(       ) 2
 FO1442  NAD 27      -  35 03 55.68448(N)    106 47 13.81102(W) AD(       ) 2
 FO1442  NGVD 29 (07/19/86) 1749.3    (m)         5739.     (f) VERT ANG       
 FO1442
 FO1442.Superseded values are not recommended for survey control.
 FO1442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1442.See file dsdata.txt to determine how the superseded data were derived.
 FO1442
 FO1442_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU3698681770(NAD 83)
 FO1442_MARKER: DD = SURVEY DISK
 FO1442_SETTING: 0 = UNSPECIFIED SETTING
 FO1442_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FO1442
 FO1442  HISTORY     - Date     Condition        Report By
 FO1442  HISTORY     - 1970     MONUMENTED       NMHD
 FO1442  HISTORY     - 20060205 MARK NOT FOUND   GEOCAC
 FO1442
 FO1442                          STATION DESCRIPTION
 FO1442
 FO1442'DESCRIBED BY NM HIGHWAY DEPT 1970 (REC)
 FO1442'THE STATION IS LOCATED ON THE WESTERN SECTION OF ALBUQUERQUE
 FO1442'ON I-40 APPROXIMATELY 5.62 MILES WEST OF THE INTERSECTION OF
 FO1442'COORS BLVD. AND THE I-40 FREEWAY ON TOP OF A BRIDGE.
 FO1442'
 FO1442'TO REACH THE STATION FROM THE INTERSECTION OF CENTRAL AND THE
 FO1442'RAILROAD TRACKS (DOWNTOWN ALBUQUERQUE) GO EAST ON CENTRAL
 FO1442'(U.S.-66) FOR APPROXIMATELY 0.60 MILE AND TURN NORTH ON I-25
 FO1442'NORTHBOUND RAMP.  TRAVEL NORTH ON I-25 FOR 1.30 MILE AND TAKE
 FO1442'THE I-40 WESTBOUND RAMP.  AFTER ENTERING I-40 WESTBOUND CONTINUE
 FO1442'WEST FOR APPROXIMATELY 9.82.  THE STATION IS THEN LOCATED 150
 FO1442'FT NORTHERLY OF CENTER OF MEDIAN ON THE WESTERLY SECTION OF
 FO1442'THE BRIDGE.
 FO1442'
 FO1442'THE MONUMENT IS A STANDARD STATE HIGHWAY COMMISSION DISK STAMPED
 FO1442'STA. I-40-28A AND IS FLUSH WITH THE BRIDGE.
 FO1442
 FO1442                          STATION RECOVERY (2006)
 FO1442
 FO1442'RECOVERY NOTE BY GEOCACHING 2006 (BMC)
 FO1442'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1446 ***********************************************************************
 FO1446  DESIGNATION -  I40 29
 FO1446  PID         -  FO1446
 FO1446  STATE/COUNTY-  NM/BERNALILLO
 FO1446  USGS QUAD   -  LA MESITA NEGRA SE (1990)
 FO1446
 FO1446                         *CURRENT SURVEY CONTROL
 FO1446  ___________________________________________________________________
 FO1446* NAD 83(1992)-  35 03 37.52823(N)    106 47 52.74201(W)     ADJUSTED  
 FO1446* NAVD 88     -      1746.2    (meters)    5729.     (feet)  VERTCON   
 FO1446  ___________________________________________________________________
 FO1446  LAPLACE CORR-          -1.20  (seconds)                    DEFLEC99
 FO1446  GEOID HEIGHT-         -21.50  (meters)                     GEOID03
 FO1446
 FO1446  HORZ ORDER  -  SECOND
 FO1446
 FO1446.The horizontal coordinates were established by classical geodetic methods
 FO1446.and adjusted by the National Geodetic Survey in December 1993..
 FO1446
 FO1446.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1446.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1446
 FO1446.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1446
 FO1446.The geoid height was determined by GEOID03.
 FO1446
 FO1446;                    North         East     Units Scale Factor Converg.
 FO1446;SPC NM C     -   450,414.415   450,017.093   MT  0.99993078   -0 18 53.2
 FO1446;SPC NM C     - 1,477,734.63  1,476,431.08   sFT  0.99993078   -0 18 53.2
 FO1446;UTM  13      - 3,881,222.011   336,042.468   MT  0.99993131   -1 01 59.0
 FO1446
 FO1446!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1446!SPC NM C     -   0.99972936  x   0.99993078  =   0.99966016
 FO1446!UTM  13      -   0.99972936  x   0.99993131  =   0.99966069
 FO1446
 FO1446:                Primary Azimuth Mark                     Grid Az
 FO1446:SPC NM C     -  I40 30                                   259 45 16.0
 FO1446:UTM  13      -  I40 30                                   260 28 21.8
 FO1446
 FO1446|---------------------------------------------------------------------|
 FO1446| PID    Reference Object                     Distance      Geod. Az  |
 FO1446|                                                           dddmmss.s |
 FO1446| FO1429 I40 30                              APPROX. 0.7 KM 2592622.8 |
 FO1446|---------------------------------------------------------------------|
 FO1446
 FO1446                          SUPERSEDED SURVEY CONTROL
 FO1446
 FO1446  NAD 83(1986)-  35 03 37.53323(N)    106 47 52.74335(W) AD(       ) 2
 FO1446  NAD 27      -  35 03 37.36631(N)    106 47 50.64042(W) AD(       ) 2
 FO1446  NGVD 29 (07/19/86) 1745.3    (m)         5726.     (f) VERT ANG       
 FO1446
 FO1446.Superseded values are not recommended for survey control.
 FO1446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1446.See file dsdata.txt to determine how the superseded data were derived.
 FO1446
 FO1446_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU3604281222(NAD 83)
 FO1446_MARKER: DD = SURVEY DISK
 FO1446_SETTING: 0 = UNSPECIFIED SETTING
 FO1446_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FO1446
 FO1446  HISTORY     - Date     Condition        Report By
 FO1446  HISTORY     - 1970     MONUMENTED       NMHD
 FO1446
 FO1446                          STATION DESCRIPTION
 FO1446
 FO1446'DESCRIBED BY NM HIGHWAY DEPT 1970 (REC)
 FO1446'THE STATION IS LOCATED IN THE WESTERN SECTION OF ALBUQUERQUE
 FO1446'ON THE SOUTH FRONTAGE ROAD OF I-40 APPROXIMATELY 6.23 MILES WEST
 FO1446'OF THE INTERSECTION OF COORS BLVD. AND THE I-40 FREEWAY.
 FO1446'
 FO1446'TO REACH THE STATION FROM THE INTERSECTION OF CENTRAL AND THE
 FO1446'RAILROAD TRACKS (DOWNTOWN ALBUQUERQUE) GO EAST ON CENTRAL
 FO1446'(U.S.-66) FOR APPROXIMATELY 0.60 MILE AND TURN NORTH ON I-25
 FO1446'NORTHBOUND RAMP.  TRAVEL NORTH ON I-25 FOR 1.30 MILE AND TAKE
 FO1446'THE I-40 WESTBOUND RAMP.  AFTER ENTERING I-40 WESTBOUND, CONTINUE
 FO1446'WEST FOR APPROXIMATELY 10.43 MILES.  THE STATION IS LOCATED ON
 FO1446'THE SOUTH FRONTAGE ROAD 50 FT SOUTH OF THE CENTER OF THE
 FO1446'FRONTAGE ROAD, BETWEEN TWO EXISTING GUARD POLES.
 FO1446'
 FO1446'THE MONUMENT IS A STANDARD STATE HIGHWAY COMMISSION DISK STAMPED
 FO1446'STA. I-40-29 AND IS FLUSH WITH THE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1445 ***********************************************************************
 FO1445  DESIGNATION -  I40 29A
 FO1445  PID         -  FO1445
 FO1445  STATE/COUNTY-  NM/BERNALILLO
 FO1445  USGS QUAD   -  LA MESITA NEGRA SE (1990)
 FO1445
 FO1445                         *CURRENT SURVEY CONTROL
 FO1445  ___________________________________________________________________
 FO1445* NAD 83(1992)-  35 03 41.15820(N)    106 47 55.70069(W)     ADJUSTED  
 FO1445* NAVD 88     -      1744.8    (meters)    5724.     (feet)  VERTCON   
 FO1445  ___________________________________________________________________
 FO1445  LAPLACE CORR-          -1.20  (seconds)                    DEFLEC99
 FO1445  GEOID HEIGHT-         -21.50  (meters)                     GEOID03
 FO1445
 FO1445  HORZ ORDER  -  SECOND
 FO1445
 FO1445.The horizontal coordinates were established by classical geodetic methods
 FO1445.and adjusted by the National Geodetic Survey in December 1993..
 FO1445
 FO1445.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1445.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1445
 FO1445.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1445
 FO1445.The geoid height was determined by GEOID03.
 FO1445
 FO1445;                    North         East     Units Scale Factor Converg.
 FO1445;SPC NM C     -   450,526.683   449,942.744   MT  0.99993087   -0 18 55.0
 FO1445;SPC NM C     - 1,478,102.96  1,476,187.15   sFT  0.99993087   -0 18 55.0
 FO1445;UTM  13      - 3,881,335.202   335,969.533   MT  0.99993161   -1 02 00.8
 FO1445
 FO1445!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1445!SPC NM C     -   0.99972958  x   0.99993087  =   0.99966047
 FO1445!UTM  13      -   0.99972958  x   0.99993161  =   0.99966121
 FO1445
 FO1445:                Primary Azimuth Mark                     Grid Az
 FO1445:SPC NM C     -  I40 EE                                   258 18 38.7
 FO1445:UTM  13      -  I40 EE                                   259 01 44.5
 FO1445
 FO1445|---------------------------------------------------------------------|
 FO1445| PID    Reference Object                     Distance      Geod. Az  |
 FO1445|                                                           dddmmss.s |
 FO1445| FO1426 I40 EE                              APPROX. 1.1 KM 2575943.7 |
 FO1445|---------------------------------------------------------------------|
 FO1445
 FO1445                          SUPERSEDED SURVEY CONTROL
 FO1445
 FO1445  NAD 83(1986)-  35 03 41.16319(N)    106 47 55.70201(W) AD(       ) 2
 FO1445  NAD 27      -  35 03 40.99648(N)    106 47 53.59884(W) AD(       ) 2
 FO1445  NGVD 29 (07/19/86) 1743.9    (m)         5721.     (f) VERT ANG       
 FO1445
 FO1445.Superseded values are not recommended for survey control.
 FO1445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1445.See file dsdata.txt to determine how the superseded data were derived.
 FO1445
 FO1445_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU3597081335(NAD 83)
 FO1445_MARKER: DD = SURVEY DISK
 FO1445_SETTING: 0 = UNSPECIFIED SETTING
 FO1445_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FO1445_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FO1445+SATELLITE: SATELLITE OBSERVATIONS - November 05, 2005
 FO1445
 FO1445  HISTORY     - Date     Condition        Report By
 FO1445  HISTORY     - 1970     MONUMENTED       NMHD
 FO1445  HISTORY     - 20051105 GOOD             GEOCAC
 FO1445
 FO1445                          STATION DESCRIPTION
 FO1445
 FO1445'DESCRIBED BY NM HIGHWAY DEPT 1970 (REC)
 FO1445'THE STATION IS LOCATED ON THE WESTERN SECTION OF ALBUQUERQUE ON
 FO1445'I-40 APPROXIMATELY 6.30 MILES WEST OF THE INTERSECTION OF COORS
 FO1445'BLVD. AND THE I-40 FREEWAY, ON NORTH FRONTAGE ROAD.
 FO1445'
 FO1445'TO REACH THE STATION FROM THE INTERSECTION OF CENTRAL AND THE
 FO1445'RAILROAD TRACKS (DOWNTOWN ALBUQUERQUE) GO EAST ON CENTRAL
 FO1445'(U.S.-66) FOR APPROXIMATELY 0.60 MILE AND TURN NORTH ON I-25
 FO1445'NORTHBOUND RAMP.  TRAVEL NORTH ON I-25 FOR 1.30 MILE AND TAKE
 FO1445'THE I-40 WESTBOUND RAMP.  AFTER ENTERING I-40 WESTBOUND,
 FO1445'CONTINUE WEST FOR APPROXIMATELY 10.5.  THE STATION IS THEN
 FO1445'LOCATED 50 FT NORTH OF CENTER OF NORTH FRONTAGE ROAD, BETWEEN
 FO1445'TWO EXISTING GUARD POLES.
 FO1445'
 FO1445'THE MONUMENT IS A STANDARD STATE HIGHWAY COMMISSION DISK STAMPED
 FO1445'STA. I-40-29A AND IS FLUSH WITH THE GROUND.
 FO1445
 FO1445                          STATION RECOVERY (2005)
 FO1445
 FO1445'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 FO1445'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1199 ***********************************************************************
 FO1199  DESIGNATION -  I40 3
 FO1199  PID         -  FO1199
 FO1199  STATE/COUNTY-  NM/BERNALILLO
 FO1199  USGS QUAD   -  ALBUQUERQUE EAST (1990)
 FO1199
 FO1199                         *CURRENT SURVEY CONTROL
 FO1199  ___________________________________________________________________
 FO1199* NAD 83(1992)-  35 04 57.63783(N)    106 31 56.76260(W)     ADJUSTED  
 FO1199* NAVD 88     -      1662.80   (+/-2cm)    5455.4    (feet)  VERTCON   
 FO1199  ___________________________________________________________________
 FO1199  LAPLACE CORR-          12.35  (seconds)                    DEFLEC99
 FO1199  GEOID HEIGHT-         -20.62  (meters)                     GEOID03
 FO1199
 FO1199  HORZ ORDER  -  SECOND
 FO1199  VERT ORDER  -  THIRD ? (See Below)
 FO1199
 FO1199.The horizontal coordinates were established by classical geodetic methods
 FO1199.and adjusted by the National Geodetic Survey in December 1993..
 FO1199
 FO1199.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1199.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1199.The vertical order pertains to the NGVD 29 superseded value.
 FO1199
 FO1199.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1199
 FO1199.The geoid height was determined by GEOID03.
 FO1199
 FO1199;                    North         East     Units Scale Factor Converg.
 FO1199;SPC NM C     -   452,782.099   474,245.612   MT  0.99990817   -0 09 44.4
 FO1199;SPC NM C     - 1,485,502.60  1,555,920.81   sFT  0.99990817   -0 09 44.4
 FO1199;UTM  13      - 3,883,285.646   360,297.957   MT  0.99984053   -0 52 51.3
 FO1199
 FO1199!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1199!SPC NM C     -   0.99974230  x   0.99990817  =   0.99965049
 FO1199!UTM  13      -   0.99974230  x   0.99984053  =   0.99958287
 FO1199
 FO1199:                Primary Azimuth Mark                     Grid Az
 FO1199:SPC NM C     -  I40 4                                    297 28 28.5
 FO1199:UTM  13      -  I40 4                                    298 11 35.4
 FO1199
 FO1199|---------------------------------------------------------------------|
 FO1199| PID    Reference Object                     Distance      Geod. Az  |
 FO1199|                                                           dddmmss.s |
 FO1199| FO1231 I40 4                               APPROX. 0.6 KM 2971844.1 |
 FO1199|---------------------------------------------------------------------|
 FO1199
 FO1199                          SUPERSEDED SURVEY CONTROL
 FO1199
 FO1199  NAD 83(1986)-  35 04 57.64367(N)    106 31 56.76361(W) AD(       ) 2
 FO1199  NAD 27      -  35 04 57.47432(N)    106 31 54.68074(W) AD(       ) 2
 FO1199  NGVD 29 (07/19/86) 1661.98   (m)         5452.7    (f) LEVELING    3  
 FO1199
 FO1199.Superseded values are not recommended for survey control.
 FO1199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1199.See file dsdata.txt to determine how the superseded data were derived.
 FO1199
 FO1199_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU6029883286(NAD 83)
 FO1199_MARKER: DD = SURVEY DISK
 FO1199_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FO1199_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FO1199_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO1199+STABILITY: SURFACE MOTION
 FO1199
 FO1199  HISTORY     - Date     Condition        Report By
 FO1199  HISTORY     - 1969     MONUMENTED       NMHD
 FO1199  HISTORY     - 20041219 MARK NOT FOUND   GEOCAC
 FO1199
 FO1199                          STATION DESCRIPTION
 FO1199
 FO1199'DESCRIBED BY NM HIGHWAY DEPT 1969 (SRC)
 FO1199'THE STATION IS LOCATED ON EUBANK BLVD. 0.7 MILE NORTH OF
 FO1199'THE INTERSECTION OF EUBANK BLVD. AND CENTRAL AVE.
 FO1199'
 FO1199'TO REACH THE STATION FROM THE INTERSECTION OF CENTRAL AVE.
 FO1199'AND THE RAILROAD TRACKS (DOWNTOWN ALBUQUERQUE), GO EAST ON
 FO1199'CENTRAL AVE. (U.S.-66) FOR 6.6 MILES TO EUBANK BLVD.  TURN
 FO1199'NORTH AT EUBANK BLVD. AND CONTINUE NORTH A DISTANCE OF
 FO1199'APPROXIMATELY 0.7 MILE TO THE BRIDGE OVER THE FREEWAY.  THE
 FO1199'MONUMENT IS IN THE MEDIAN ON THE BRIDGE APPROXIMATELY 2 FT
 FO1199'NORTH OF THE SOUTH NOSE OF THE MEDIAN.
 FO1199'
 FO1199'THE MONUMENT IS A STANDARD STATE HIGHWAY COMMISSION DISK
 FO1199'STAMPED STA I-40-3 AND IS FLUSH WITH THE GROUND.
 FO1199'
 FO1199'FOR INFORMATION TO THE STATIONS I-40-2 AND I-40-4, SEE THE
 FO1199'TRAVERSE DESCRIPTION SHEETS FOR I-40-2 AND I-40-4.
 FO1199
 FO1199                          STATION RECOVERY (2004)
 FO1199
 FO1199'RECOVERY NOTE BY GEOCACHING 2004 (BMC)
 FO1199'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1429 ***********************************************************************
 FO1429  DESIGNATION -  I40 30
 FO1429  PID         -  FO1429
 FO1429  STATE/COUNTY-  NM/BERNALILLO
 FO1429  USGS QUAD   -  LA MESITA NEGRA SE (1990)
 FO1429
 FO1429                         *CURRENT SURVEY CONTROL
 FO1429  ___________________________________________________________________
 FO1429* NAD 83(1992)-  35 03 33.45462(N)    106 48 19.31096(W)     ADJUSTED  
 FO1429* NAVD 88     -      1750.     (meters)    5741.     (feet)  VERTCON   
 FO1429  ___________________________________________________________________
 FO1429  LAPLACE CORR-          -1.16  (seconds)                    DEFLEC99
 FO1429  GEOID HEIGHT-         -21.50  (meters)                     GEOID03
 FO1429
 FO1429  HORZ ORDER  -  SECOND
 FO1429
 FO1429.The horizontal coordinates were established by classical geodetic methods
 FO1429.and adjusted by the National Geodetic Survey in December 1993..
 FO1429
 FO1429.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1429.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1429
 FO1429.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1429
 FO1429.The geoid height was determined by GEOID03.
 FO1429
 FO1429;                    North         East     Units Scale Factor Converg.
 FO1429;SPC NM C     -   450,292.612   449,343.215   MT  0.99993162   -0 19 08.5
 FO1429;SPC NM C     - 1,477,335.01  1,474,220.20   sFT  0.99993162   -0 19 08.5
 FO1429;UTM  13      - 3,881,108.665   335,367.116   MT  0.99993405   -1 02 14.2
 FO1429
 FO1429!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1429!SPC NM C     -   0.99972878  x   0.99993162  =   0.99966042
 FO1429!UTM  13      -   0.99972878  x   0.99993405  =   0.99966285
 FO1429
 FO1429:                Primary Azimuth Mark                     Grid Az
 FO1429:SPC NM C     -  I40 29                                   079 45 16.0
 FO1429:UTM  13      -  I40 29                                   080 28 21.7
 FO1429
 FO1429|---------------------------------------------------------------------|
 FO1429| PID    Reference Object                     Distance      Geod. Az  |
 FO1429|                                                           dddmmss.s |
 FO1429| FO1446 I40 29                              APPROX. 0.7 KM 0792607.5 |
 FO1429| FO1444 I40 32                              492.615 METERS 2595801.3 |
 FO1429|---------------------------------------------------------------------|
 FO1429
 FO1429                          SUPERSEDED SURVEY CONTROL
 FO1429
 FO1429  NAD 83(1986)-  35 03 33.45960(N)    106 48 19.31229(W) AD(       ) 2
 FO1429  NAD 27      -  35 03 33.29265(N)    106 48 17.20871(W) AD(       ) 2
 FO1429  NGVD 29 (07/19/86) 1749.     (m)         5738.     (f) VERT ANG       
 FO1429
 FO1429.Superseded values are not recommended for survey control.
 FO1429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1429.See file dsdata.txt to determine how the superseded data were derived.
 FO1429
 FO1429_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU3536781109(NAD 83)
 FO1429_MARKER: DD = SURVEY DISK
 FO1429_SETTING: 0 = UNSPECIFIED SETTING
 FO1429_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FO1429
 FO1429  HISTORY     - Date     Condition        Report By
 FO1429  HISTORY     - 1970     MONUMENTED       NMHD
 FO1429  HISTORY     - 20051121 GOOD             GEOCAC
 FO1429
 FO1429                          STATION DESCRIPTION
 FO1429
 FO1429'DESCRIBED BY NM HIGHWAY DEPT 1970 (REC)
 FO1429'THE STATION IS LOCATED IN THE WESTERN SECTION OF ALBUQUERQUE
 FO1429'ON THE SOUTH FRONTAGE ROAD OF I-40 APPROXIMATELY 6.65 MILES WEST
 FO1429'OF THE INTERSECTION OF COORS BLVD. AND THE I-40 FREEWAY.
 FO1429'
 FO1429'TO REACH THE STATION FROM THE INTERSECTION OF CENTRAL AND THE
 FO1429'RAILROAD TRACKS (DOWNTOWN ALBUQUERQUE) GO EAST ON CENTRAL
 FO1429'(U.S.-66) FOR APPROXIMATELY 0.60 MILE AND TURN NORTH ON I-25
 FO1429'NORTHBOUND RAMP.  TRAVEL NORTH ON I-25 FOR 1.30 MILE AND TAKE
 FO1429'THE I-40 WESTBOUND RAMP.  AFTER ENTERING I-40 WESTBOUND, CONTINUE
 FO1429'WEST FOR APPROXIMATELY 10.85 MILES.  THE STATION IS THEN LOCATED
 FO1429'ON THE SOUTH FRONTAGE ROAD 65 FT SOUTH OF THE CENTER OF
 FO1429'FRONTAGE ROAD, BETWEEN TWO EXISTING GUARD POLES AND 15 FT SOUTH
 FO1429'OF STA. I-40-31.
 FO1429'
 FO1429'THE MONUMENT IS A STANDARD STATE HIGHWAY COMMISSION DISK STAMPED
 FO1429'STA. I-40-30 AND IS FLUSH WITH THE GROUND.
 FO1429
 FO1429                          STATION RECOVERY (2005)
 FO1429
 FO1429'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 FO1429'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1444 ***********************************************************************
 FO1444  DESIGNATION -  I40 32
 FO1444  PID         -  FO1444
 FO1444  STATE/COUNTY-  NM/BERNALILLO
 FO1444  USGS QUAD   -  LA MESITA NEGRA SE (1990)
 FO1444
 FO1444                         *CURRENT SURVEY CONTROL
 FO1444  ___________________________________________________________________
 FO1444* NAD 83(1992)-  35 03 30.66936(N)    106 48 38.45405(W)     ADJUSTED  
 FO1444* NAVD 88     -      1756.8    (meters)    5764.     (feet)  VERTCON   
 FO1444  ___________________________________________________________________
 FO1444  LAPLACE CORR-          -1.13  (seconds)                    DEFLEC99
 FO1444  GEOID HEIGHT-         -21.49  (meters)                     GEOID03
 FO1444
 FO1444  HORZ ORDER  -  SECOND
 FO1444
 FO1444.The horizontal coordinates were established by classical geodetic methods
 FO1444.and adjusted by the National Geodetic Survey in December 1993..
 FO1444
 FO1444.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1444.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1444
 FO1444.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1444
 FO1444.The geoid height was determined by GEOID03.
 FO1444
 FO1444;                    North         East     Units Scale Factor Converg.
 FO1444;SPC NM C     -   450,209.499   448,857.697   MT  0.99993222   -0 19 19.5
 FO1444;SPC NM C     - 1,477,062.33  1,472,627.29   sFT  0.99993222   -0 19 19.5
 FO1444;UTM  13      - 3,881,031.644   334,880.592   MT  0.99993603   -1 02 25.1
 FO1444
 FO1444!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1444!SPC NM C     -   0.99972770  x   0.99993222  =   0.99965994
 FO1444!UTM  13      -   0.99972770  x   0.99993603  =   0.99966374
 FO1444
 FO1444:                Primary Azimuth Mark                     Grid Az
 FO1444:SPC NM C     -  I40 31                                   079 45 16.5
 FO1444:UTM  13      -  I40 31                                   080 28 22.1
 FO1444
 FO1444|---------------------------------------------------------------------|
 FO1444| PID    Reference Object                     Distance      Geod. Az  |
 FO1444|                                                           dddmmss.s |
 FO1444| FO1428 I40 31                              492.618 METERS 0792557.0 |
 FO1444|---------------------------------------------------------------------|
 FO1444
 FO1444                          SUPERSEDED SURVEY CONTROL
 FO1444
 FO1444  NAD 83(1986)-  35 03 30.67432(N)    106 48 38.45540(W) AD(       ) 2
 FO1444  NAD 27      -  35 03 30.50734(N)    106 48 36.35167(W) AD(       ) 2
 FO1444  NGVD 29 (07/19/86) 1755.9    (m)         5761.     (f) VERT ANG       
 FO1444
 FO1444.Superseded values are not recommended for survey control.
 FO1444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1444.See file dsdata.txt to determine how the superseded data were derived.
 FO1444
 FO1444_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU3488181032(NAD 83)
 FO1444_MARKER: DD = SURVEY DISK
 FO1444_SETTING: 0 = UNSPECIFIED SETTING
 FO1444_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FO1444
 FO1444  HISTORY     - Date     Condition        Report By
 FO1444  HISTORY     - 1970     MONUMENTED       NMHD
 FO1444  HISTORY     - 20051121 MARK NOT FOUND   GEOCAC
 FO1444
 FO1444                          STATION DESCRIPTION
 FO1444
 FO1444'DESCRIBED BY NM HIGHWAY DEPT 1970 (REC)
 FO1444'THE STATION IS LOCATED IN THE WESTERN SECTION OF ALBUQUERQUE
 FO1444'ON THE SOUTH FRONTAGE ROAD OF I-40 APPROXIMATELY 6.95 MILES WEST
 FO1444'OF THE INTERSECTION OF COORS BLVD. AND THE I-40 FREEWAY.
 FO1444'
 FO1444'TO REACH THE STATION FROM THE INTERSECTION OF CENTRAL AND THE
 FO1444'RAILROAD TRACKS (DOWNTOWN ALBUQUERQUE) GO EAST ON CENTRAL
 FO1444'(U.S.-66) FOR APPROXIMATELY 0.60 MILE AND TURN NORTH ON I-25
 FO1444'NORTHBOUND RAMP.  TRAVEL NORTH ON I-25 FOR 1.30 MILE AND TAKE
 FO1444'THE I-40 WESTBOUND RAMP.  AFTER ENTERING I-40 WESTBOUND, CONTINUE
 FO1444'WEST FOR APPROXIMATELY 11.15 MILES.  THE STATION IS THEN LOCATED
 FO1444'ON THE SOUTH FRONTAGE ROAD 50 FT SOUTH OF THE CENTER OF THE
 FO1444'FRONTAGE ROAD, BETWEEN TWO EXISTING GUARD POLES.
 FO1444'
 FO1444'THE MONUMENT IS A STANDARD STATE HIGHWAY COMMISSION DISK STAMPED
 FO1444'STA. I-40-32 AND IS FLUSH WITH THE GROUND.
 FO1444
 FO1444                          STATION RECOVERY (2005)
 FO1444
 FO1444'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 FO1444'A GUARD RAIL AND BUILT UP AREA IS AT THE DESCRIBED POSITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1448 ***********************************************************************
 FO1448  DESIGNATION -  I40 33
 FO1448  PID         -  FO1448
 FO1448  STATE/COUNTY-  NM/BERNALILLO
 FO1448  USGS QUAD   -  LA MESITA NEGRA SE (1990)
 FO1448
 FO1448                         *CURRENT SURVEY CONTROL
 FO1448  ___________________________________________________________________
 FO1448* NAD 83(1992)-  35 03 22.82328(N)    106 49 29.58247(W)     ADJUSTED  
 FO1448* NAVD 88     -      1766.0    (meters)    5794.     (feet)  VERTCON   
 FO1448  ___________________________________________________________________
 FO1448  LAPLACE CORR-          -1.04  (seconds)                    DEFLEC99
 FO1448  GEOID HEIGHT-         -21.49  (meters)                     GEOID03
 FO1448
 FO1448  HORZ ORDER  -  SECOND
 FO1448
 FO1448.The horizontal coordinates were established by classical geodetic methods
 FO1448.and adjusted by the National Geodetic Survey in December 1993..
 FO1448
 FO1448.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1448.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1448
 FO1448.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1448
 FO1448.The geoid height was determined by GEOID03.
 FO1448
 FO1448;                    North         East     Units Scale Factor Converg.
 FO1448;SPC NM C     -   449,975.100   447,560.829   MT  0.99993388   -0 19 48.8
 FO1448;SPC NM C     - 1,476,293.31  1,468,372.49   sFT  0.99993388   -0 19 48.8
 FO1448;UTM  13      - 3,880,813.519   333,580.881   MT  0.99994134   -1 02 54.3
 FO1448
 FO1448!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1448!SPC NM C     -   0.99972625  x   0.99993388  =   0.99966015
 FO1448!UTM  13      -   0.99972625  x   0.99994134  =   0.99966761
 FO1448
 FO1448:                Primary Azimuth Mark                     Grid Az
 FO1448:SPC NM C     -  I40 32                                   079 45 17.4
 FO1448:UTM  13      -  I40 32                                   080 28 22.9
 FO1448
 FO1448|---------------------------------------------------------------------|
 FO1448| PID    Reference Object                     Distance      Geod. Az  |
 FO1448|                                                           dddmmss.s |
 FO1448| FO1444 I40 32                              APPROX. 1.3 KM 0792528.6 |
 FO1448|---------------------------------------------------------------------|
 FO1448
 FO1448                          SUPERSEDED SURVEY CONTROL
 FO1448
 FO1448  NAD 83(1986)-  35 03 22.82818(N)    106 49 29.58380(W) AD(       ) 2
 FO1448  NAD 27      -  35 03 22.66178(N)    106 49 27.47888(W) AD(       ) 2
 FO1448  NGVD 29 (07/19/86) 1765.1    (m)         5791.     (f) VERT ANG       
 FO1448
 FO1448.Superseded values are not recommended for survey control.
 FO1448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1448.See file dsdata.txt to determine how the superseded data were derived.
 FO1448
 FO1448_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU3358180814(NAD 83)
 FO1448_MARKER: DD = SURVEY DISK
 FO1448_SETTING: 0 = UNSPECIFIED SETTING
 FO1448_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FO1448
 FO1448  HISTORY     - Date     Condition        Report By
 FO1448  HISTORY     - 1970     MONUMENTED       NMHD
 FO1448  HISTORY     - 20051121 GOOD             GEOCAC
 FO1448
 FO1448                          STATION DESCRIPTION
 FO1448
 FO1448'DESCRIBED BY NM HIGHWAY DEPT 1970 (REC)
 FO1448'THE STATION IS LOCATED IN THE WESTERN SECTION OF ALBUQUERQUE ON
 FO1448'THE SOUTH FRONTAGE ROAD OF I-40 APPROXIMATELY 7.76 MILES WEST
 FO1448'OF THE INTERSECTION OF COORS BLVD. AND THE I-40 FREEWAY.
 FO1448'
 FO1448'TO REACH THE STATION FROM THE INTERSECTION OF CENTRAL AND THE
 FO1448'RAILROAD TRACKS (DOWNTOWN ALBUQUERQUE) GO EAST ON CENTRAL
 FO1448'(U.S.-66) FOR APPROXIMATELY 0.60 MILE AND TURN NORTH ON I-25
 FO1448'NORTHBOUND RAMP.  TRAVEL NORTH ON I-25 FOR 1.30 MILE AND TAKE THE
 FO1448'I-40 WESTBOUND RAMP.  AFTER I-40 WESTBOUND, CONTINUE WEST FOR
 FO1448'APPROXIMATELY 11.96 MILES.  THE STATION IS THEN LOCATED ON THE
 FO1448'SOUTH FRONTAGE ROAD 50 FT SOUTH OF THE CENTER OF THE FRONTAGE
 FO1448'ROAD BETWEEN TWO EXISTING GUARD POLES.
 FO1448'
 FO1448'THE MONUMENT IS A STANDARD STATE HIGHWAY COMMISSION DISK STAMPED
 FO1448'STA. I-40-33 AND IS FLUSH WITH THE GROUND.
 FO1448
 FO1448                          STATION RECOVERY (2005)
 FO1448
 FO1448'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 FO1448'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1449 ***********************************************************************
 FO1449  DESIGNATION -  I40 33A
 FO1449  PID         -  FO1449
 FO1449  STATE/COUNTY-  NM/BERNALILLO
 FO1449  USGS QUAD   -  LA MESITA NEGRA SE (1990)
 FO1449
 FO1449                         *CURRENT SURVEY CONTROL
 FO1449  ___________________________________________________________________
 FO1449* NAD 83(1992)-  35 03 25.95299(N)    106 49 28.96382(W)     ADJUSTED  
 FO1449* NAVD 88     -      1766.7    (meters)    5796.     (feet)  VERTCON   
 FO1449  ___________________________________________________________________
 FO1449  LAPLACE CORR-          -1.04  (seconds)                    DEFLEC99
 FO1449  GEOID HEIGHT-         -21.48  (meters)                     GEOID03
 FO1449
 FO1449  HORZ ORDER  -  SECOND
 FO1449
 FO1449.The horizontal coordinates were established by classical geodetic methods
 FO1449.and adjusted by the National Geodetic Survey in December 1993..
 FO1449
 FO1449.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1449.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1449
 FO1449.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1449
 FO1449.The geoid height was determined by GEOID03.
 FO1449
 FO1449;                    North         East     Units Scale Factor Converg.
 FO1449;SPC NM C     -   450,071.450   447,577.060   MT  0.99993386   -0 19 48.4
 FO1449;SPC NM C     - 1,476,609.42  1,468,425.74   sFT  0.99993386   -0 19 48.4
 FO1449;UTM  13      - 3,880,909.659   333,598.319   MT  0.99994127   -1 02 54.0
 FO1449
 FO1449!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1449!SPC NM C     -   0.99972614  x   0.99993386  =   0.99966002
 FO1449!UTM  13      -   0.99972614  x   0.99994127  =   0.99966743
 FO1449
 FO1449:                Primary Azimuth Mark                     Grid Az
 FO1449:SPC NM C     -  I40 34A                                  259 46 37.9
 FO1449:UTM  13      -  I40 34A                                  260 29 43.5
 FO1449
 FO1449|---------------------------------------------------------------------|
 FO1449| PID    Reference Object                     Distance      Geod. Az  |
 FO1449|                                                           dddmmss.s |
 FO1449| FO1447 I40 34A                             APPROX. 1.4 KM 2592649.5 |
 FO1449|---------------------------------------------------------------------|
 FO1449
 FO1449                          SUPERSEDED SURVEY CONTROL
 FO1449
 FO1449  NAD 83(1986)-  35 03 25.95788(N)    106 49 28.96516(W) AD(       ) 2
 FO1449  NAD 27      -  35 03 25.79192(N)    106 49 26.85915(W) AD(       ) 2
 FO1449  NGVD 29 (07/19/86) 1765.8    (m)         5793.     (f) VERT ANG       
 FO1449
 FO1449.Superseded values are not recommended for survey control.
 FO1449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1449.See file dsdata.txt to determine how the superseded data were derived.
 FO1449
 FO1449_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU3359880910(NAD 83)
 FO1449_MARKER: DD = SURVEY DISK
 FO1449_SETTING: 0 = UNSPECIFIED SETTING
 FO1449_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FO1449_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FO1449+SATELLITE: SATELLITE OBSERVATIONS - November 05, 2005
 FO1449
 FO1449  HISTORY     - Date     Condition        Report By
 FO1449  HISTORY     - 1970     MONUMENTED       NMHD
 FO1449  HISTORY     - 20051105 GOOD             GEOCAC
 FO1449
 FO1449                          STATION DESCRIPTION
 FO1449
 FO1449'DESCRIBED BY NM HIGHWAY DEPT 1970 (REC)
 FO1449'THE STATION IS LOCATED ON THE WESTERN SECTION OF ALBUQUERQUE ON
 FO1449'I-40 APPROXIMATELY 7.79 MILES WEST OF THE INTERSECTION OF COORS
 FO1449'BLVD. AND THE I-40 FREEWAY ON NORTH FRONTAGE ROAD.
 FO1449'
 FO1449'TO REACH THE STATION FROM THE INTERSECTION OF CENTRAL AND THE
 FO1449'RAILROAD TRACKS (DOWNTOWN ALBUQUERQUE) GO EAST ON CENTRAL
 FO1449'(U.S.-66) FOR APPROXIMATELY 0.60 MILE AND TURN NORTH ON I-25
 FO1449'NORTHBOUND RAMP.  TRAVEL NORTH ON I-25 FOR 1.30 MILE AND TAKE
 FO1449'THE I-40 WESTBOUND RAMP.  AFTER ENTERING I-40 WESTBOUND, CONTINUE
 FO1449'WEST FOR APPROXIMATELY 11.99.  THE STATION IS THEN LOCATED 30 FT
 FO1449'SOUTH OF CENTER OF NORTH FRONTAGE ROAD.
 FO1449'
 FO1449'THE MONUMENT IS A STANDARD STATE HIGHWAY COMMISSION DISK STAMPED
 FO1449'STA. I-40-33A AND IS FLUSH WITH THE GROUND.
 FO1449
 FO1449                          STATION RECOVERY (2005)
 FO1449
 FO1449'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 FO1449'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1450 ***********************************************************************
 FO1450  DESIGNATION -  I40 34
 FO1450  PID         -  FO1450
 FO1450  STATE/COUNTY-  NM/BERNALILLO
 FO1450  USGS QUAD   -  LA MESITA NEGRA SE (1990)
 FO1450
 FO1450                         *CURRENT SURVEY CONTROL
 FO1450  ___________________________________________________________________
 FO1450* NAD 83(1992)-  35 03 11.02714(N)    106 50 46.36602(W)     ADJUSTED  
 FO1450* NAVD 88     -      1766.8    (meters)    5797.     (feet)  VERTCON   
 FO1450  ___________________________________________________________________
 FO1450  LAPLACE CORR-          -0.72  (seconds)                    DEFLEC99
 FO1450  GEOID HEIGHT-         -21.48  (meters)                     GEOID03
 FO1450
 FO1450  HORZ ORDER  -  SECOND
 FO1450
 FO1450.The horizontal coordinates were established by classical geodetic methods
 FO1450.and adjusted by the National Geodetic Survey in December 1993..
 FO1450
 FO1450.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1450.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1450
 FO1450.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1450
 FO1450.The geoid height was determined by GEOID03.
 FO1450
 FO1450;                    North         East     Units Scale Factor Converg.
 FO1450;SPC NM C     -   449,623.028   445,613.088   MT  0.99993644   -0 20 32.8
 FO1450;SPC NM C     - 1,475,138.22  1,461,982.27   sFT  0.99993644   -0 20 32.8
 FO1450;UTM  13      - 3,880,485.884   331,628.860   MT  0.99994939   -1 03 38.1
 FO1450
 FO1450!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1450!SPC NM C     -   0.99972613  x   0.99993644  =   0.99966258
 FO1450!UTM  13      -   0.99972613  x   0.99994939  =   0.99967553
 FO1450
 FO1450:                Primary Azimuth Mark                     Grid Az
 FO1450:SPC NM C     -  I40 36                                   259 31 10.3
 FO1450:UTM  13      -  I40 36                                   260 14 15.6
 FO1450
 FO1450|---------------------------------------------------------------------|
 FO1450| PID    Reference Object                     Distance      Geod. Az  |
 FO1450|                                                           dddmmss.s |
 FO1450| FO1459 I40 36                              APPROX. 1.1 KM 2591037.5 |
 FO1450|---------------------------------------------------------------------|
 FO1450
 FO1450                          SUPERSEDED SURVEY CONTROL
 FO1450
 FO1450  NAD 83(1986)-  35 03 11.03195(N)    106 50 46.36732(W) AD(       ) 2
 FO1450  NAD 27      -  35 03 10.86664(N)    106 50 44.26070(W) AD(       ) 2
 FO1450  NGVD 29 (07/19/86) 1765.9    (m)         5794.     (f) VERT ANG       
 FO1450
 FO1450.Superseded values are not recommended for survey control.
 FO1450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1450.See file dsdata.txt to determine how the superseded data were derived.
 FO1450
 FO1450_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU3162980486(NAD 83)
 FO1450_MARKER: DD = SURVEY DISK
 FO1450_SETTING: 0 = UNSPECIFIED SETTING
 FO1450_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FO1450
 FO1450  HISTORY     - Date     Condition        Report By
 FO1450  HISTORY     - 1970     MONUMENTED       NMHD
 FO1450  HISTORY     - 20051121 GOOD             GEOCAC
 FO1450
 FO1450                          STATION DESCRIPTION
 FO1450
 FO1450'DESCRIBED BY NM HIGHWAY DEPT 1970 (REC)
 FO1450'THE STATION IS LOCATED IN THE WESTERN SECTION OF ALBUQUERQUE
 FO1450'ON THE SOUTH FRONTAGE ROAD, APPROXIMATELY 8.99 MILES WEST OF THE
 FO1450'INTERSECTION OF COORS BLVD. AND THE I-40 FREEWAY.
 FO1450'
 FO1450'TO REACH THE STATION FROM THE INTERSECTION OF CENTRAL AND THE
 FO1450'RAILROAD TRACKS (DOWNTOWN ALBUQUERQUE) GO EAST ON CENTRAL
 FO1450'(U.S.-66) FOR APPROXIMATELY 0.60 MILE AND TURN NORTH ON I-25
 FO1450'NORTHBOUND RAMP.  TRAVEL NORTH ON I-25 FOR 1.30 MILE AND TAKE
 FO1450'THE I-40 WESTBOUND RAMP.  AFTER I-40 WESTBOUND CONTINUE WEST
 FO1450'FOR APPROXIMATELY 13.19 MILES.  THE STATION IS THEN LOCATED
 FO1450'ON THE SOUTH FRONTAGE ROAD 50 FT SOUTH OF ITS CENTERLINE.
 FO1450'
 FO1450'THE MONUMENT IS A STANDARD STATE HIGHWAY COMMISSION DISK
 FO1450'I-40-34 AND IS FLUSH WITH THE GROUND.
 FO1450
 FO1450                          STATION RECOVERY (2005)
 FO1450
 FO1450'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 FO1450'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1447 ***********************************************************************
 FO1447  DESIGNATION -  I40 34A
 FO1447  PID         -  FO1447
 FO1447  STATE/COUNTY-  NM/BERNALILLO
 FO1447  USGS QUAD   -  LA MESITA NEGRA SE (1990)
 FO1447
 FO1447                         *CURRENT SURVEY CONTROL
 FO1447  ___________________________________________________________________
 FO1447* NAD 83(1992)-  35 03 17.47248(N)    106 50 24.30034(W)     ADJUSTED  
 FO1447* NAVD 88     -      1767.0    (meters)    5797.     (feet)  VERTCON   
 FO1447  ___________________________________________________________________
 FO1447  LAPLACE CORR-          -0.86  (seconds)                    DEFLEC99
 FO1447  GEOID HEIGHT-         -21.48  (meters)                     GEOID03
 FO1447
 FO1447  HORZ ORDER  -  SECOND
 FO1447
 FO1447.The horizontal coordinates were established by classical geodetic methods
 FO1447.and adjusted by the National Geodetic Survey in December 1993..
 FO1447
 FO1447.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1447.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1447
 FO1447.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1447
 FO1447.The geoid height was determined by GEOID03.
 FO1447
 FO1447;                    North         East     Units Scale Factor Converg.
 FO1447;SPC NM C     -   449,818.313   446,173.393   MT  0.99993570   -0 20 20.1
 FO1447;SPC NM C     - 1,475,778.92  1,463,820.54   sFT  0.99993570   -0 20 20.1
 FO1447;UTM  13      - 3,880,674.134   332,191.576   MT  0.99994706   -1 03 25.6
 FO1447
 FO1447!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1447!SPC NM C     -   0.99972609  x   0.99993570  =   0.99966181
 FO1447!UTM  13      -   0.99972609  x   0.99994706  =   0.99967317
 FO1447
 FO1447:                Primary Azimuth Mark                     Grid Az
 FO1447:SPC NM C     -  I40 35A                                  259 43 11.8
 FO1447:UTM  13      -  I40 35A                                  260 26 17.3
 FO1447
 FO1447|---------------------------------------------------------------------|
 FO1447| PID    Reference Object                     Distance      Geod. Az  |
 FO1447|                                                           dddmmss.s |
 FO1447| FO1452 I40 35A                             APPROX. 1.1 KM 2592251.7 |
 FO1447|---------------------------------------------------------------------|
 FO1447
 FO1447                          SUPERSEDED SURVEY CONTROL
 FO1447
 FO1447  NAD 83(1986)-  35 03 17.47731(N)    106 50 24.30165(W) AD(       ) 2
 FO1447  NAD 27      -  35 03 17.31193(N)    106 50 22.19412(W) AD(       ) 2
 FO1447  NGVD 29 (07/19/86) 1766.1    (m)         5794.     (f) VERT ANG       
 FO1447
 FO1447.Superseded values are not recommended for survey control.
 FO1447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1447.See file dsdata.txt to determine how the superseded data were derived.
 FO1447
 FO1447_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU3219280674(NAD 83)
 FO1447_MARKER: DD = SURVEY DISK
 FO1447_SETTING: 0 = UNSPECIFIED SETTING
 FO1447_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FO1447_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FO1447+SATELLITE: SATELLITE OBSERVATIONS - November 05, 2005
 FO1447
 FO1447  HISTORY     - Date     Condition        Report By
 FO1447  HISTORY     - 1970     MONUMENTED       NMHD
 FO1447  HISTORY     - 20051105 GOOD             GEOCAC
 FO1447
 FO1447                          STATION DESCRIPTION
 FO1447
 FO1447'DESCRIBED BY NM HIGHWAY DEPT 1970 (REC)
 FO1447'THE STATION IS LOCATED IN THE WESTERN SECTION OF ALBUQUERQUE
 FO1447'ON I-40 APPROXIMATELY 8.67 MILES WEST OF THE INTERSECTION OF
 FO1447'COORS BLVD. AND THE I-40 FREEWAY, ON NORTH FRONTAGE ROAD.
 FO1447'
 FO1447'TO REACH THE STATION FROM THE INTERSECTION OF CENTRAL AND THE
 FO1447'RAILROAD TRACKS (DOWNTOWN ALBUQUERQUE) GO EAST ON CENTRAL
 FO1447'(U.S.66) FOR APPROXIMATELY 0.60 MILE TURN NORTH ON I-25 NORTHBOUND
 FO1447'RAMP.  TRAVEL NORTH ON I-25 FOR 1.30 MILE AND TAKE THE I-40
 FO1447'WESTBOUND RAMP.  AFTER ENTERING I-40 WESTBOUND, CONTINUE WEST
 FO1447'FOR APPROXIMATELY 12.87 MILES.  THE STATION IS THEN LOCATED
 FO1447'30 FT SOUTH OF CENTER OF NORTH FRONTAGE ROAD.
 FO1447'
 FO1447'THE MONUMENT IS A STANDARD STATE HIGHWAY COMMISSION DISK
 FO1447'STAMPED STA. I-40-34A AND IS FLUSH WITH THE GROUND.
 FO1447
 FO1447                          STATION RECOVERY (2005)
 FO1447
 FO1447'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 FO1447'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1452 ***********************************************************************
 FO1452  DESIGNATION -  I40 35A
 FO1452  PID         -  FO1452
 FO1452  STATE/COUNTY-  NM/BERNALILLO
 FO1452  USGS QUAD   -  LA MESITA NEGRA SE (1990)
 FO1452
 FO1452                         *CURRENT SURVEY CONTROL
 FO1452  ___________________________________________________________________
 FO1452* NAD 83(1992)-  35 03 11.15684(N)    106 51 05.25214(W)     ADJUSTED  
 FO1452* NAVD 88     -      1776.6    (meters)    5829.     (feet)  VERTCON   
 FO1452  ___________________________________________________________________
 FO1452  LAPLACE CORR-          -0.59  (seconds)                    DEFLEC99
 FO1452  GEOID HEIGHT-         -21.47  (meters)                     GEOID03
 FO1452
 FO1452  HORZ ORDER  -  SECOND
 FO1452
 FO1452.The horizontal coordinates were established by classical geodetic methods
 FO1452.and adjusted by the National Geodetic Survey in December 1993..
 FO1452
 FO1452.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1452.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1452
 FO1452.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1452
 FO1452.The geoid height was determined by GEOID03.
 FO1452
 FO1452;                    North         East     Units Scale Factor Converg.
 FO1452;SPC NM C     -   449,629.897   445,134.549   MT  0.99993709   -0 20 43.6
 FO1452;SPC NM C     - 1,475,160.75  1,460,412.27   sFT  0.99993709   -0 20 43.6
 FO1452;UTM  13      - 3,880,498.751   331,150.438   MT  0.99995138   -1 03 49.0
 FO1452
 FO1452!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1452!SPC NM C     -   0.99972459  x   0.99993709  =   0.99966170
 FO1452!UTM  13      -   0.99972459  x   0.99995138  =   0.99967598
 FO1452
 FO1452:                Primary Azimuth Mark                     Grid Az
 FO1452:SPC NM C     -  I40 36A                                  259 45 31.8
 FO1452:UTM  13      -  I40 36A                                  260 28 37.2
 FO1452
 FO1452|---------------------------------------------------------------------|
 FO1452| PID    Reference Object                     Distance      Geod. Az  |
 FO1452|                                                           dddmmss.s |
 FO1452| FO1451 I40 36A                             498.971 METERS 2592448.2 |
 FO1452|---------------------------------------------------------------------|
 FO1452
 FO1452                          SUPERSEDED SURVEY CONTROL
 FO1452
 FO1452  NAD 83(1986)-  35 03 11.16162(N)    106 51 05.25344(W) AD(       ) 2
 FO1452  NAD 27      -  35 03 10.99669(N)    106 51 03.14473(W) AD(       ) 2
 FO1452  NGVD 29 (07/19/86) 1775.7    (m)         5826.     (f) VERT ANG       
 FO1452
 FO1452.Superseded values are not recommended for survey control.
 FO1452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1452.See file dsdata.txt to determine how the superseded data were derived.
 FO1452
 FO1452_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU3115080499(NAD 83)
 FO1452_MARKER: DD = SURVEY DISK
 FO1452_SETTING: 0 = UNSPECIFIED SETTING
 FO1452_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FO1452_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FO1452+SATELLITE: SATELLITE OBSERVATIONS - November 05, 2005
 FO1452
 FO1452  HISTORY     - Date     Condition        Report By
 FO1452  HISTORY     - 1970     MONUMENTED       NMHD
 FO1452  HISTORY     - 20051105 GOOD             GEOCAC
 FO1452
 FO1452                          STATION DESCRIPTION
 FO1452
 FO1452'DESCRIBED BY NM HIGHWAY DEPT 1970 (REC)
 FO1452'THE STATION IS LOCATED IN THE WESTERN SECTION OF ALBUQUERQUE
 FO1452'ON THE NORTH FRONTAGE ROAD APPROXIMATELY 9.32 MILES WEST OF THE
 FO1452'INTERSECTION OF COORS BLVD. AND THE I-40 FREEWAY.
 FO1452'
 FO1452'TO REACH THE STATION FROM THE INTERSECTION OF CENTRAL AND THE
 FO1452'RAILROAD TRACKS (DOWNTOWN ALBUQUERQUE) GO EAST ON CENTRAL
 FO1452'(U.S.-66) FOR APPROXIMATELY 0.60 MILE TURN NORTH ON I-25
 FO1452'NORTHBOUND RAMP.  TRAVEL NORTH ON I-25 FOR 1.30 MILE AND TAKE
 FO1452'THE I-40 WESTBOUND RAMP.  AFTER ENTERING I-40 WESTBOUND, CONTINUE
 FO1452'WEST FOR APPROXIMATELY 13.52 MILES.  THE STATION IS THEN LOCATED
 FO1452'30 FT SOUTH OF CENTER OF NORTH FRONTAGE ROAD.
 FO1452'
 FO1452'THE MONUMENT IS A STANDARD STATE HIGHWAY COMMISSION DISK STAMPED
 FO1452'STA. I-40-34A AND IS FLUSH WITH THE GROUND.
 FO1452
 FO1452                          STATION RECOVERY (2005)
 FO1452
 FO1452'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 FO1452'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1459 ***********************************************************************
 FO1459  DESIGNATION -  I40 36
 FO1459  PID         -  FO1459
 FO1459  STATE/COUNTY-  NM/BERNALILLO
 FO1459  USGS QUAD   -  LA MESITA NEGRA SE (1990)
 FO1459
 FO1459                         *CURRENT SURVEY CONTROL
 FO1459  ___________________________________________________________________
 FO1459* NAD 83(1992)-  35 03 04.36069(N)    106 51 28.75769(W)     ADJUSTED  
 FO1459* NAVD 88     -      1787.4    (meters)    5864.     (feet)  VERTCON   
 FO1459  ___________________________________________________________________
 FO1459  LAPLACE CORR-          -0.39  (seconds)                    DEFLEC99
 FO1459  GEOID HEIGHT-         -21.47  (meters)                     GEOID03
 FO1459
 FO1459  HORZ ORDER  -  SECOND
 FO1459
 FO1459.The horizontal coordinates were established by classical geodetic methods
 FO1459.and adjusted by the National Geodetic Survey in December 1993..
 FO1459
 FO1459.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1459.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1459
 FO1459.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1459
 FO1459.The geoid height was determined by GEOID03.
 FO1459
 FO1459;                    North         East     Units Scale Factor Converg.
 FO1459;SPC NM C     -   449,424.087   444,537.657   MT  0.99993790   -0 20 57.1
 FO1459;SPC NM C     - 1,474,485.53  1,458,453.96   sFT  0.99993790   -0 20 57.1
 FO1459;UTM  13      - 3,880,300.436   330,551.004   MT  0.99995388   -1 04 02.3
 FO1459
 FO1459!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1459!SPC NM C     -   0.99972288  x   0.99993790  =   0.99966080
 FO1459!UTM  13      -   0.99972288  x   0.99995388  =   0.99967677
 FO1459
 FO1459:                Primary Azimuth Mark                     Grid Az
 FO1459:SPC NM C     -  I40 34                                   079 31 10.2
 FO1459:UTM  13      -  I40 34                                   080 14 15.4
 FO1459
 FO1459|---------------------------------------------------------------------|
 FO1459| PID    Reference Object                     Distance      Geod. Az  |
 FO1459|                                                           dddmmss.s |
 FO1459| FO1450 I40 34                              APPROX. 1.1 KM 0791013.1 |
 FO1459| FO1458 I40 37                              353.629 METERS 25925     |
 FO1459|---------------------------------------------------------------------|
 FO1459
 FO1459                          SUPERSEDED SURVEY CONTROL
 FO1459
 FO1459  NAD 83(1986)-  35 03 04.36545(N)    106 51 28.75899(W) AD(       ) 2
 FO1459  NAD 27      -  35 03 04.20081(N)    106 51 26.65142(W) AD(       ) 2
 FO1459  NGVD 29 (07/19/86) 1786.6    (m)         5862.     (f) VERT ANG       
 FO1459
 FO1459.Superseded values are not recommended for survey control.
 FO1459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1459.See file dsdata.txt to determine how the superseded data were derived.
 FO1459
 FO1459_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU3055180300(NAD 83)
 FO1459_MARKER: DD = SURVEY DISK
 FO1459_SETTING: 0 = UNSPECIFIED SETTING
 FO1459_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FO1459
 FO1459  HISTORY     - Date     Condition        Report By
 FO1459  HISTORY     - 1970     MONUMENTED       NMHD
 FO1459  HISTORY     - 20051121 GOOD             GEOCAC
 FO1459
 FO1459                          STATION DESCRIPTION
 FO1459
 FO1459'DESCRIBED BY NM HIGHWAY DEPT 1970 (REC)
 FO1459'THE STATION IS LOCATED IN THE WESTERN SECTION OF ALBUQUERQUE
 FO1459'ON THE SOUTH FRONTAGE ROAD OF I-40 APPROXIMATELY 9.66 MILES WEST
 FO1459'OF THE INTERSECTION OF COORS BLVD. AND THE I-40 FREEWAY.
 FO1459'
 FO1459'TO REACH THE STATION FROM THE INTERSECTION OF CENTRAL AND
 FO1459'THE RAILROAD TRACKS (DOWNTOWN ALBUQUERQUE) GO EAST ON CENTRAL
 FO1459'(U.S.-66) FOR APPROXIMATELY 0.60 MILE AND TURN NORTH ON I-25
 FO1459'NORTHBOUND RAMP.  TRAVEL NORTH ON I-25 FOR 1.30 MILE AND TAKE
 FO1459'THE I-40 WESTBOUND, CONTINUE WEST FOR APPROXIMATELY 13.86
 FO1459'MILES.  THE STATION IS THEN LOCATED ON THE SOUTH FRONTAGE ROAD
 FO1459'50 FT SOUTH OF THE CENTER OF ROAD, BETWEEN TWO GUARD POLES.
 FO1459'
 FO1459'THE MONUMENT IS A STANDARD STATE HIGHWAY COMMISSION DISK STAMPED
 FO1459'STA. I-40-36 AND IS FLUSH WITH THE GROUND.
 FO1459
 FO1459                          STATION RECOVERY (2005)
 FO1459
 FO1459'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 FO1459'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1451 ***********************************************************************
 FO1451  DESIGNATION -  I40 36A
 FO1451  PID         -  FO1451
 FO1451  STATE/COUNTY-  NM/BERNALILLO
 FO1451  USGS QUAD   -  LA MESITA NEGRA SE (1990)
 FO1451
 FO1451                         *CURRENT SURVEY CONTROL
 FO1451  ___________________________________________________________________
 FO1451* NAD 83(1992)-  35 03 08.18170(N)    106 51 24.60673(W)     ADJUSTED  
 FO1451* NAVD 88     -      1786.7    (meters)    5862.     (feet)  VERTCON   
 FO1451  ___________________________________________________________________
 FO1451  LAPLACE CORR-          -0.43  (seconds)                    DEFLEC99
 FO1451  GEOID HEIGHT-         -21.47  (meters)                     GEOID03
 FO1451
 FO1451  HORZ ORDER  -  SECOND
 FO1451
 FO1451.The horizontal coordinates were established by classical geodetic methods
 FO1451.and adjusted by the National Geodetic Survey in December 1993..
 FO1451
 FO1451.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1451.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1451
 FO1451.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1451
 FO1451.The geoid height was determined by GEOID03.
 FO1451
 FO1451;                    North         East     Units Scale Factor Converg.
 FO1451;SPC NM C     -   449,541.189   444,643.558   MT  0.99993775   -0 20 54.7
 FO1451;SPC NM C     - 1,474,869.72  1,458,801.41   sFT  0.99993775   -0 20 54.7
 FO1451;UTM  13      - 3,880,416.203   330,658.367   MT  0.99995343   -1 04 00.0
 FO1451
 FO1451!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1451!SPC NM C     -   0.99972299  x   0.99993775  =   0.99966076
 FO1451!UTM  13      -   0.99972299  x   0.99995343  =   0.99967643
 FO1451
 FO1451:                Primary Azimuth Mark                     Grid Az
 FO1451:SPC NM C     -  I40 35A                                  079 45 31.7
 FO1451:UTM  13      -  I40 35A                                  080 28 37.0
 FO1451
 FO1451|---------------------------------------------------------------------|
 FO1451| PID    Reference Object                     Distance      Geod. Az  |
 FO1451|                                                           dddmmss.s |
 FO1451| FO1452 I40 35A                             498.971 METERS 0792437.0 |
 FO1451| FO1457 I40 37A                             479.337 METERS 2623934.5 |
 FO1451|---------------------------------------------------------------------|
 FO1451
 FO1451                          SUPERSEDED SURVEY CONTROL
 FO1451
 FO1451  NAD 83(1986)-  35 03 08.18646(N)    106 51 24.60804(W) AD(       ) 2
 FO1451  NAD 27      -  35 03 08.02177(N)    106 51 22.49863(W) AD(       ) 2
 FO1451  NGVD 29 (07/19/86) 1785.9    (m)         5859.     (f) VERT ANG       
 FO1451
 FO1451.Superseded values are not recommended for survey control.
 FO1451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1451.See file dsdata.txt to determine how the superseded data were derived.
 FO1451
 FO1451_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU3065880416(NAD 83)
 FO1451_MARKER: DD = SURVEY DISK
 FO1451_SETTING: 0 = UNSPECIFIED SETTING
 FO1451_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FO1451_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FO1451+SATELLITE: SATELLITE OBSERVATIONS - November 05, 2005
 FO1451
 FO1451  HISTORY     - Date     Condition        Report By
 FO1451  HISTORY     - 1970     MONUMENTED       NMHD
 FO1451  HISTORY     - 20051105 GOOD             GEOCAC
 FO1451
 FO1451                          STATION DESCRIPTION
 FO1451
 FO1451'DESCRIBED BY NM HIGHWAY DEPT 1970 (REC)
 FO1451'THE STATION IS LOCATED IN THE WESTERN SECTION OF ALBUQUERQUE ON
 FO1451'THE NORTH FRONTAGE ROAD APPROXIMATELY 9.63 MILES WEST OF THE
 FO1451'INTERSECTION OF COORS BLVD. AND THE I-40 FREEWAY.
 FO1451'
 FO1451'TO REACH THE STATION FROM THE INTERSECTION OF CENTRAL AND THE
 FO1451'RAILROAD TRACKS (DOWNTOWN ALBUQUERQUE) GO EAST ON CENTRAL
 FO1451'(U.S.-66) FOR APPROXIMATELY 0.60 MILE TURN NORTH ON I-25
 FO1451'NORTHBOUND RAMP.  TRAVEL NORTH ON I-25 FOR 1.30 MILE AND TAKE
 FO1451'THE I-40 WESTBOUND RAMP.  AFTER ENTERING I-40 WESTBOUND, CONTINUE
 FO1451'WEST FOR APPROXIMATELY 13.83 MILES.  THE STATION IS THEN LOCATED
 FO1451'30 FT SOUTH OF CENTER OF NORTH FRONTAGE ROAD.
 FO1451'
 FO1451'THE MONUMENT IS A STANDARD STATE HIGHWAY COMMISSION DISK
 FO1451'STAMPED STA. I-40-36A AND IS FLUSH WITH THE GROUND.
 FO1451
 FO1451                          STATION RECOVERY (2005)
 FO1451
 FO1451'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 FO1451'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1458 ***********************************************************************
 FO1458  DESIGNATION -  I40 37
 FO1458  PID         -  FO1458
 FO1458  STATE/COUNTY-  NM/BERNALILLO
 FO1458  USGS QUAD   -  LA MESITA NEGRA SE (1990)
 FO1458
 FO1458                         *CURRENT SURVEY CONTROL
 FO1458  ___________________________________________________________________
 FO1458* NAD 83(1992)-  35 03 02.25171(N)    106 51 42.47419(W)     ADJUSTED  
 FO1458* NAVD 88     -      1788.7    (meters)    5868.     (feet)  VERTCON   
 FO1458  ___________________________________________________________________
 FO1458  LAPLACE CORR-          -0.23  (seconds)                    DEFLEC99
 FO1458  GEOID HEIGHT-         -21.47  (meters)                     GEOID03
 FO1458
 FO1458  HORZ ORDER  -  SECOND
 FO1458
 FO1458.The horizontal coordinates were established by classical geodetic methods
 FO1458.and adjusted by the National Geodetic Survey in December 1993..
 FO1458
 FO1458.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1458.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1458
 FO1458.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1458
 FO1458.The geoid height was determined by GEOID03.
 FO1458
 FO1458;                    North         East     Units Scale Factor Converg.
 FO1458;SPC NM C     -   449,361.225   444,189.683   MT  0.99993838   -0 21 04.9
 FO1458;SPC NM C     - 1,474,279.29  1,457,312.32   sFT  0.99993838   -0 21 04.9
 FO1458;UTM  13      - 3,880,241.939   330,202.263   MT  0.99995534   -1 04 10.2
 FO1458
 FO1458!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1458!SPC NM C     -   0.99972268  x   0.99993838  =   0.99966107
 FO1458!UTM  13      -   0.99972268  x   0.99995534  =   0.99967803
 FO1458
 FO1458|---------------------------------------------------------------------|
 FO1458| PID    Reference Object                     Distance      Geod. Az  |
 FO1458|                                                           dddmmss.s |
 FO1458| FO1459 I40 36                              353.629 METERS 07925     |
 FO1458| FO1456 I40 38                              141.082 METERS 25701     |
 FO1458|---------------------------------------------------------------------|
 FO1458
 FO1458                          SUPERSEDED SURVEY CONTROL
 FO1458
 FO1458  NAD 83(1986)-  35 03 02.25646(N)    106 51 42.47548(W) AD(       ) 2
 FO1458  NAD 27      -  35 03 02.09204(N)    106 51 40.36754(W) AD(       ) 2
 FO1458  NGVD 29 (07/19/86) 1787.9    (m)         5866.     (f) VERT ANG       
 FO1458
 FO1458.Superseded values are not recommended for survey control.
 FO1458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1458.See file dsdata.txt to determine how the superseded data were derived.
 FO1458
 FO1458_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU3020280242(NAD 83)
 FO1458_MARKER: DD = SURVEY DISK
 FO1458_SETTING: 0 = UNSPECIFIED SETTING
 FO1458_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FO1458
 FO1458  HISTORY     - Date     Condition        Report By
 FO1458  HISTORY     - 1970     MONUMENTED       NMHD
 FO1458  HISTORY     - 20051121 MARK NOT FOUND   GEOCAC
 FO1458
 FO1458                          STATION DESCRIPTION
 FO1458
 FO1458'DESCRIBED BY NM HIGHWAY DEPT 1970 (REC)
 FO1458'THE STATION IS LOCATED IN THE WESTERN SECTION OF ALBUQUERQUE
 FO1458'ON THE SOUTH FRONTAGE ROAD OF I-40 APPROXIMATELY 9.87 MILES WEST
 FO1458'OF THE INTERSECTION OF COORS BLVD. AND THE I-40 FREEWAY.
 FO1458'
 FO1458'TO REACH THE STATION FROM THE INTERSECTION OF CENTRAL AND THE
 FO1458'RAILROAD TRACKS (DOWNTOWN ALBUQUERQUE) GO EAST ON CENTRAL
 FO1458'(U.S.-66) FOR APPROXIMATELY 0.60 MILE AND TURN NORTH ON I-25
 FO1458'NORTHBOUND RAMP.  TRAVEL NORTH ON I-25 FOR 1.30 MILE AND TAKE
 FO1458'THE I-40 WESTBOUND, CONTINUE WEST FOR APPROXIMATELY 14.07
 FO1458'MILES.  THE STATION IS THEN LOCATED ON THE SOUTH FRONTAGE ROAD
 FO1458'50 FT SOUTH OF THE CENTER OF ROAD, BETWEEN TWO EXISTING
 FO1458'GUARDPOLES.
 FO1458'
 FO1458'THE MONUMENT IS A STANDARD STATE HIGHWAY COMMISSION DISK STAMPED
 FO1458'STA. I-40-37 AND IS FLUSH WITH THE GROUND.
 FO1458
 FO1458                          STATION RECOVERY (2005)
 FO1458
 FO1458'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 FO1458'THE FRONTAGE ROAD HAS BEEN EXPANDED OVER THE DESCRIBED POSITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1457 ***********************************************************************
 FO1457  DESIGNATION -  I40 37A
 FO1457  PID         -  FO1457
 FO1457  STATE/COUNTY-  NM/BERNALILLO
 FO1457  USGS QUAD   -  LA MESITA NEGRA SE (1990)
 FO1457
 FO1457                         *CURRENT SURVEY CONTROL
 FO1457  ___________________________________________________________________
 FO1457* NAD 83(1992)-  35 03 06.19402(N)    106 51 43.36654(W)     ADJUSTED  
 FO1457* NAVD 88     -      1791.1    (meters)    5876.     (feet)  VERTCON   
 FO1457  ___________________________________________________________________
 FO1457  LAPLACE CORR-          -0.22  (seconds)                    DEFLEC99
 FO1457  GEOID HEIGHT-         -21.47  (meters)                     GEOID03
 FO1457
 FO1457  HORZ ORDER  -  SECOND
 FO1457
 FO1457.The horizontal coordinates were established by classical geodetic methods
 FO1457.and adjusted by the National Geodetic Survey in December 1993..
 FO1457
 FO1457.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1457.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1457
 FO1457.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1457
 FO1457.The geoid height was determined by GEOID03.
 FO1457
 FO1457;                    North         East     Units Scale Factor Converg.
 FO1457;SPC NM C     -   449,482.844   444,167.816   MT  0.99993841   -0 21 05.5
 FO1457;SPC NM C     - 1,474,678.30  1,457,240.58   sFT  0.99993841   -0 21 05.5
 FO1457;UTM  13      - 3,880,363.825   330,181.922   MT  0.99995542   -1 04 10.8
 FO1457
 FO1457!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1457!SPC NM C     -   0.99972230  x   0.99993841  =   0.99966073
 FO1457!UTM  13      -   0.99972230  x   0.99995542  =   0.99967773
 FO1457
 FO1457:                Primary Azimuth Mark                     Grid Az
 FO1457:SPC NM C     -  I40 36A                                  083 00 29.2
 FO1457:UTM  13      -  I40 36A                                  083 43 34.5
 FO1457
 FO1457|---------------------------------------------------------------------|
 FO1457| PID    Reference Object                     Distance      Geod. Az  |
 FO1457|                                                           dddmmss.s |
 FO1457| FO1451 I40 36A                             479.337 METERS 0823923.7 |
 FO1457| FO1453 I40 38A                             149.950 METERS 25703     |
 FO1457|---------------------------------------------------------------------|
 FO1457
 FO1457                          SUPERSEDED SURVEY CONTROL
 FO1457
 FO1457  NAD 83(1986)-  35 03 06.19876(N)    106 51 43.36785(W) AD(       ) 2
 FO1457  NAD 27      -  35 03 06.03432(N)    106 51 41.25776(W) AD(       ) 2
 FO1457  NGVD 29 (07/19/86) 1790.3    (m)         5874.     (f) VERT ANG       
 FO1457
 FO1457.Superseded values are not recommended for survey control.
 FO1457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1457.See file dsdata.txt to determine how the superseded data were derived.
 FO1457
 FO1457_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU3018280364(NAD 83)
 FO1457_MARKER: DD = SURVEY DISK
 FO1457_SETTING: 0 = UNSPECIFIED SETTING
 FO1457_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FO1457_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FO1457+SATELLITE: SATELLITE OBSERVATIONS - November 05, 2005
 FO1457
 FO1457  HISTORY     - Date     Condition        Report By
 FO1457  HISTORY     - 1970     MONUMENTED       NMHD
 FO1457  HISTORY     - 20051105 GOOD             GEOCAC
 FO1457
 FO1457                          STATION DESCRIPTION
 FO1457
 FO1457'DESCRIBED BY NM HIGHWAY DEPT 1970 (REC)
 FO1457'THE STATION IS LOCATED IN THE WESTERN SECTION OF ALBUQUERQUE
 FO1457'ON THE NORTH FRONTAGE ROAD APPROXIMATELY 9.86 MILES WEST OF THE
 FO1457'INTERSECTION OF COORS BLVD. AND THE I-40 FREEWAY.
 FO1457'
 FO1457'TO REACH THE STATION FROM THE INTERSECTION OF CENTRAL AND
 FO1457'THE RAILROAD TRACK (DOWNTOWN ALBUQUERQUE) GO EAST ON CENTRAL
 FO1457'(U.S.-66) FOR APPROXIMATELY 0.60 MILE TURN NORTH ON I-25
 FO1457'NORTHBOUND RAMP.  TRAVEL NORTH ON I-25 FOR 1.30 MILE AND TAKE
 FO1457'THE I-40 WESTBOUND RAMP.  AFTER ENTERING I-40 WESTBOUND, CONTINUE
 FO1457'WEST FOR APPROXIMATELY 14.06 MILE.  THE STATION IS THEN LOCATED
 FO1457'50 FT NORTH OF CENTER OF NORTH FRONTAGE ROAD.
 FO1457'
 FO1457'THE MONUMENT IS A STANDARD STATE HIGHWAY COMMISSION DISK STAMPED
 FO1457'STA. I-40-37A AND IS FLUSH WITH THE GROUND.
 FO1457
 FO1457                          STATION RECOVERY (2005)
 FO1457
 FO1457'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 FO1457'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1456 ***********************************************************************
 FO1456  DESIGNATION -  I40 38
 FO1456  PID         -  FO1456
 FO1456  STATE/COUNTY-  NM/BERNALILLO
 FO1456  USGS QUAD   -  LA MESITA NEGRA SE (1990)
 FO1456
 FO1456                         *CURRENT SURVEY CONTROL
 FO1456  ___________________________________________________________________
 FO1456* NAD 83(1992)-  35 03 01.22368(N)    106 51 47.89907(W)     ADJUSTED  
 FO1456* NAVD 88     -      1795.7    (meters)    5891.     (feet)  VERTCON   
 FO1456  ___________________________________________________________________
 FO1456  LAPLACE CORR-          -0.19  (seconds)                    DEFLEC99
 FO1456  GEOID HEIGHT-         -21.47  (meters)                     GEOID03
 FO1456
 FO1456  HORZ ORDER  -  SECOND
 FO1456
 FO1456.The horizontal coordinates were established by classical geodetic methods
 FO1456.and adjusted by the National Geodetic Survey in December 1993..
 FO1456
 FO1456.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1456.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1456
 FO1456.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1456
 FO1456.The geoid height was determined by GEOID03.
 FO1456
 FO1456;                    North         East     Units Scale Factor Converg.
 FO1456;SPC NM C     -   449,330.390   444,052.021   MT  0.99993857   -0 21 08.0
 FO1456;SPC NM C     - 1,474,178.12  1,456,860.67   sFT  0.99993857   -0 21 08.0
 FO1456;UTM  13      - 3,880,212.831   330,064.223   MT  0.99995592   -1 04 13.2
 FO1456
 FO1456!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1456!SPC NM C     -   0.99972158  x   0.99993857  =   0.99966016
 FO1456!UTM  13      -   0.99972158  x   0.99995592  =   0.99967751
 FO1456
 FO1456|---------------------------------------------------------------------|
 FO1456| PID    Reference Object                     Distance      Geod. Az  |
 FO1456|                                                           dddmmss.s |
 FO1456| FO1458 I40 37                              141.082 METERS 07701     |
 FO1456| FO1425 PAST                                APPROX. 4.4 KM 0992631.4 |
 FO1456|---------------------------------------------------------------------|
 FO1456
 FO1456                          SUPERSEDED SURVEY CONTROL
 FO1456
 FO1456  NAD 83(1986)-  35 03 01.22842(N)    106 51 47.90037(W) AD(       ) 2
 FO1456  NAD 27      -  35 03 01.06408(N)    106 51 45.79228(W) AD(       ) 2
 FO1456  NGVD 29 (07/19/86) 1794.9    (m)         5889.     (f) VERT ANG       
 FO1456
 FO1456.Superseded values are not recommended for survey control.
 FO1456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1456.See file dsdata.txt to determine how the superseded data were derived.
 FO1456
 FO1456_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU3006480213(NAD 83)
 FO1456_MARKER: DD = SURVEY DISK
 FO1456_SETTING: 0 = UNSPECIFIED SETTING
 FO1456_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FO1456
 FO1456  HISTORY     - Date     Condition        Report By
 FO1456  HISTORY     - 1970     MONUMENTED       NMHD
 FO1456  HISTORY     - 20051121 MARK NOT FOUND   GEOCAC
 FO1456
 FO1456                          STATION DESCRIPTION
 FO1456
 FO1456'DESCRIBED BY NM HIGHWAY DEPT 1970 (REC)
 FO1456'THE STATION IS LOCATED IN THE WESTERN SECTION OF ALBUQUERQUE
 FO1456'ON THE SOUTH FRONTAGE ROAD OF I-40 APPROXIMATELY 9.95 MILES
 FO1456'WEST OF THE INTERSECTION OF COORS BLVD. AND THE I-40 FREEWAY.
 FO1456'
 FO1456'TO REACH THE STATION FROM THE INTERSECTION OF CENTRAL AND THE
 FO1456'RAILROAD TRACKS (DOWNTOWN ALBUQUERQUE) GO EAST ON CENTRAL
 FO1456'(U.S.66) FOR APPROXIMATELY 0.60 MILE AND TURN NORTH ON I-25
 FO1456'FOR 1.30 MILE AND TAKE THE I-40 WESTBOUND, CONTINUE WEST FOR
 FO1456'APPROXIMATELY 14.15 MILES.  THE STATION IS THEN LOCATED ON THE
 FO1456'SOUTH FRONTAGE ROAD 50 FT SOUTH OF THE CENTER OF THE ROAD,
 FO1456'BETWEEN TWO EXISTING GUARD POLES.
 FO1456'
 FO1456'THE MONUMENT IS A STANDARD STATE HIGHWAY COMMISSION DISK STAMPED
 FO1456'STA. I-40-38A AND IS FLUSH WITH THE GROUND.
 FO1456
 FO1456                          STATION RECOVERY (2005)
 FO1456
 FO1456'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 FO1456'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1453 ***********************************************************************
 FO1453  DESIGNATION -  I40 38A
 FO1453  PID         -  FO1453
 FO1453  STATE/COUNTY-  NM/BERNALILLO
 FO1453  USGS QUAD   -  LA MESITA NEGRA SE (1990)
 FO1453
 FO1453                         *CURRENT SURVEY CONTROL
 FO1453  ___________________________________________________________________
 FO1453* NAD 83(1992)-  35 03 05.10401(N)    106 51 49.13325(W)     ADJUSTED  
 FO1453* NAVD 88     -      1797.8    (meters)    5898.     (feet)  VERTCON   
 FO1453  ___________________________________________________________________
 FO1453  LAPLACE CORR-          -0.17  (seconds)                    DEFLEC99
 FO1453  GEOID HEIGHT-         -21.47  (meters)                     GEOID03
 FO1453
 FO1453  HORZ ORDER  -  SECOND
 FO1453
 FO1453.The horizontal coordinates were established by classical geodetic methods
 FO1453.and adjusted by the National Geodetic Survey in December 1993..
 FO1453
 FO1453.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1453.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1453
 FO1453.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1453
 FO1453.The geoid height was determined by GEOID03.
 FO1453
 FO1453;                    North         East     Units Scale Factor Converg.
 FO1453;SPC NM C     -   449,450.153   444,021.482   MT  0.99993861   -0 21 08.8
 FO1453;SPC NM C     - 1,474,571.04  1,456,760.48   sFT  0.99993861   -0 21 08.8
 FO1453;UTM  13      - 3,880,332.970   330,035.187   MT  0.99995604   -1 04 14.1
 FO1453
 FO1453!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1453!SPC NM C     -   0.99972125  x   0.99993861  =   0.99965987
 FO1453!UTM  13      -   0.99972125  x   0.99995604  =   0.99967730
 FO1453
 FO1453                          SUPERSEDED SURVEY CONTROL
 FO1453
 FO1453  NAD 83(1986)-  35 03 05.10874(N)    106 51 49.13456(W) AD(       ) 2
 FO1453  NAD 27      -  35 03 04.94443(N)    106 51 47.02408(W) AD(       ) 2
 FO1453  NGVD 29 (07/19/86) 1797.0    (m)         5896.     (f) VERT ANG       
 FO1453
 FO1453.Superseded values are not recommended for survey control.
 FO1453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1453.See file dsdata.txt to determine how the superseded data were derived.
 FO1453
 FO1453_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU3003580333(NAD 83)
 FO1453_MARKER: DD = SURVEY DISK
 FO1453_SETTING: 0 = UNSPECIFIED SETTING
 FO1453_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FO1453_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FO1453+SATELLITE: SATELLITE OBSERVATIONS - November 05, 2005
 FO1453
 FO1453  HISTORY     - Date     Condition        Report By
 FO1453  HISTORY     - 1970     MONUMENTED       NMHD
 FO1453  HISTORY     - 20051105 GOOD             GEOCAC
 FO1453
 FO1453                          STATION DESCRIPTION
 FO1453
 FO1453'DESCRIBED BY NM HIGHWAY DEPT 1970 (REC)
 FO1453'THE STATION IS LOCATED IN THE WESTERN SECTION OF ALBUQUERQUE
 FO1453'ON THE NORTH FRONTAGE ROAD APPROXIMATELY 9.95 MILES WEST OF THE
 FO1453'INTERSECTION OF COORS BLVD. AND THE I-40 FREEWAY.
 FO1453'
 FO1453'TO REACH THE STATION FROM THE INTERSECTION OF CENTRAL AND THE
 FO1453'RAILROAD TRACKS (DOWNTOWN ALBUQUERQUE) GO EAST ON CENTRAL
 FO1453'(U.S.-66) FOR APPROXIMATELY 0.60 MILE TURN NORTH ON I-25
 FO1453'NORTHBOUND RAMP.  TRAVEL NORTH ON I-25 FOR 1.30 AND TAKE THE I-40
 FO1453'WESTBOUND RAMP.  AFTER ENTERING I-40 WESTBOUND CONTINUE WEST
 FO1453'FOR APPROXIMATELY 14.15 MILES.  THE STATION IS THEN LOCATED 50
 FO1453'FT NORTH OF CENTER OF NORTH FRONTAGE ROAD.
 FO1453'
 FO1453'THE MONUMENT IS A STANDARD STATE HIGHWAY COMMISSION DISK STAMPED
 FO1453'STA. I-40-38A AND IS FLUSH WITH THE GROUND.
 FO1453
 FO1453                          STATION RECOVERY (2005)
 FO1453
 FO1453'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 FO1453'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1454 ***********************************************************************
 FO1454  DESIGNATION -  I40 39A
 FO1454  PID         -  FO1454
 FO1454  STATE/COUNTY-  NM/BERNALILLO
 FO1454  USGS QUAD   -  LA MESITA NEGRA SE (1990)
 FO1454
 FO1454                         *CURRENT SURVEY CONTROL
 FO1454  ___________________________________________________________________
 FO1454* NAD 83(1992)-  35 03 01.37153(N)    106 52 05.63167(W)     ADJUSTED  
 FO1454* NAVD 88     -      1797.6    (meters)    5898.     (feet)  VERTCON   
 FO1454  ___________________________________________________________________
 FO1454  LAPLACE CORR-          -0.05  (seconds)                    DEFLEC99
 FO1454  GEOID HEIGHT-         -21.47  (meters)                     GEOID03
 FO1454
 FO1454  HORZ ORDER  -  SECOND
 FO1454
 FO1454.The horizontal coordinates were established by classical geodetic methods
 FO1454.and adjusted by the National Geodetic Survey in December 1993..
 FO1454
 FO1454.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1454.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1454
 FO1454.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1454
 FO1454.The geoid height was determined by GEOID03.
 FO1454
 FO1454;                    North         East     Units Scale Factor Converg.
 FO1454;SPC NM C     -   449,337.720   443,602.700   MT  0.99993919   -0 21 18.2
 FO1454;SPC NM C     - 1,474,202.17  1,455,386.52   sFT  0.99993919   -0 21 18.2
 FO1454;UTM  13      - 3,880,225.792   329,615.022   MT  0.99995780   -1 04 23.4
 FO1454
 FO1454!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1454!SPC NM C     -   0.99972128  x   0.99993919  =   0.99966049
 FO1454!UTM  13      -   0.99972128  x   0.99995780  =   0.99967909
 FO1454
 FO1454                          SUPERSEDED SURVEY CONTROL
 FO1454
 FO1454  NAD 83(1986)-  35 03 01.37624(N)    106 52 05.63299(W) AD(       ) 2
 FO1454  NAD 27      -  35 03 01.21228(N)    106 52 03.52171(W) AD(       ) 2
 FO1454  NGVD 29 (07/19/86) 1796.8    (m)         5895.     (f) VERT ANG       
 FO1454
 FO1454.Superseded values are not recommended for survey control.
 FO1454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1454.See file dsdata.txt to determine how the superseded data were derived.
 FO1454
 FO1454_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU2961580226(NAD 83)
 FO1454_MARKER: DD = SURVEY DISK
 FO1454_SETTING: 0 = UNSPECIFIED SETTING
 FO1454_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FO1454_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FO1454+SATELLITE: SATELLITE OBSERVATIONS - November 05, 2005
 FO1454
 FO1454  HISTORY     - Date     Condition        Report By
 FO1454  HISTORY     - 1970     MONUMENTED       NMHD
 FO1454  HISTORY     - 20051105 GOOD             GEOCAC
 FO1454
 FO1454                          STATION DESCRIPTION
 FO1454
 FO1454'DESCRIBED BY NM HIGHWAY DEPT 1970 (REC)
 FO1454'THE STATION IS LOCATED IN THE WESTERN SECTION OF ALBUQUERQUE
 FO1454'ON THE NORTH FRONTAGE ROAD APPROXIMATELY 10.22 MILES WEST OF
 FO1454'THE INTERSECTION OF COORS BLVD. AND THE I-40 FREEWAY.
 FO1454'
 FO1454'TO REACH THE STATION FROM THE INTERSECTION OF CENTRAL AND THE
 FO1454'RAILROAD TRACKS (DOWNTOWN ALBUQUERQUE) GO EAST ON CENTRAL
 FO1454'(U.S.66) FOR APPROXIMATELY 0.60 MILE AND TURN NORTH ON I-25
 FO1454'NORTHBOUND RAMP.  TRAVEL NORTH ON I-25 FOR 1.30 MILE AND TAKE
 FO1454'THE I-40 WESTBOUND, CONTINUE WEST FOR APPROXIMATELY 14.42
 FO1454'MILES.  THE STATION IS THEN LOCATED 50 FT NORTH OF CENTER OF
 FO1454'NORTH FRONTAGE ROAD.
 FO1454'
 FO1454'THE MONUMENT IS A STANDARD STATE HIGHWAY COMMISSION DISK STAMPED
 FO1454'STA. I-40-39A AND IS FLUSH WITH THE GROUND.
 FO1454
 FO1454                          STATION RECOVERY (2005)
 FO1454
 FO1454'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 FO1454'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1435 ***********************************************************************
 FO1435  DESIGNATION -  I40 39B
 FO1435  PID         -  FO1435
 FO1435  STATE/COUNTY-  NM/BERNALILLO
 FO1435  USGS QUAD   -  LA MESITA NEGRA SE (1990)
 FO1435
 FO1435                         *CURRENT SURVEY CONTROL
 FO1435  ___________________________________________________________________
 FO1435* NAD 83(1992)-  35 02 59.31521(N)    106 52 14.72276(W)     ADJUSTED  
 FO1435* NAVD 88     -      1787.1    (meters)    5863.     (feet)  VERTCON   
 FO1435  ___________________________________________________________________
 FO1435  LAPLACE CORR-           0.01  (seconds)                    DEFLEC99
 FO1435  GEOID HEIGHT-         -21.47  (meters)                     GEOID03
 FO1435
 FO1435  HORZ ORDER  -  SECOND
 FO1435
 FO1435.The horizontal coordinates were established by classical geodetic methods
 FO1435.and adjusted by the National Geodetic Survey in December 1993..
 FO1435
 FO1435.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1435.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1435
 FO1435.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1435
 FO1435.The geoid height was determined by GEOID03.
 FO1435
 FO1435;                    North         East     Units Scale Factor Converg.
 FO1435;SPC NM C     -   449,275.785   443,371.935   MT  0.99993951   -0 21 23.4
 FO1435;SPC NM C     - 1,473,998.97  1,454,629.42   sFT  0.99993951   -0 21 23.4
 FO1435;UTM  13      - 3,880,166.754   329,383.495   MT  0.99995877   -1 04 28.6
 FO1435
 FO1435!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1435!SPC NM C     -   0.99972293  x   0.99993951  =   0.99966245
 FO1435!UTM  13      -   0.99972293  x   0.99995877  =   0.99968171
 FO1435
 FO1435|---------------------------------------------------------------------|
 FO1435| PID    Reference Object                     Distance      Geod. Az  |
 FO1435|                                                           dddmmss.s |
 FO1435| FO1454 I40 39A                             238.946 METERS 07437     |
 FO1435| FO1434 I40 40                              314.130 METERS 23221     |
 FO1435| FO1460 I40 40A                             APPROX. 1.0 KM 2543657.0 |
 FO1435|---------------------------------------------------------------------|
 FO1435
 FO1435                          SUPERSEDED SURVEY CONTROL
 FO1435
 FO1435  NAD 83(1986)-  35 02 59.31990(N)    106 52 14.72411(W) AD(       ) 2
 FO1435  NAD 27      -  35 02 59.15619(N)    106 52 12.61241(W) AD(       ) 2
 FO1435  NGVD 29 (07/19/86) 1786.3    (m)         5861.     (f) VERT ANG       
 FO1435
 FO1435.Superseded values are not recommended for survey control.
 FO1435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1435.See file dsdata.txt to determine how the superseded data were derived.
 FO1435
 FO1435_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU2938380167(NAD 83)
 FO1435_MARKER: DD = SURVEY DISK
 FO1435_SETTING: 0 = UNSPECIFIED SETTING
 FO1435_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FO1435_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FO1435+SATELLITE: SATELLITE OBSERVATIONS - November 05, 2005
 FO1435
 FO1435  HISTORY     - Date     Condition        Report By
 FO1435  HISTORY     - 1970     MONUMENTED       NMHD
 FO1435  HISTORY     - 20051105 GOOD             GEOCAC
 FO1435
 FO1435                          STATION DESCRIPTION
 FO1435
 FO1435'DESCRIBED BY NM HIGHWAY DEPT 1970 (REC)
 FO1435'THE STATION IS LOCATED IN THE WESTERN SECTION OF ALBUQUERQUE
 FO1435'ON THE NORTH FRONTAGE ROAD APPROXIMATELY 10.36 MILES WEST OF
 FO1435'THE INTERSECTION OF COORS BLVD. AND THE I-40 FREEWAY.
 FO1435'
 FO1435'TO REACH THE STATION FROM THE INTERSECTION OF CENTRAL AND THE
 FO1435'RAILROAD TRACKS (DOWNTOWN ALBUQUERQUE) GO EAST ON CENTRAL
 FO1435'(U.S.-66) FOR APPROXIMATELY 0.60 MILE AND TURN NORTH ON I-25
 FO1435'NORTHBOUND RAMP.  TRAVEL NORTH ON I-25 FOR 1.30 MILE AND TAKE
 FO1435'THE I-40 WESTBOUND, CONTINUE WEST FOR APPROXIMATELY 14.56
 FO1435'MILES.  THE STATION IS THEN LOCATED 50 FT NORTH OF CENTER OF
 FO1435'NORTH FRONTAGE ROAD.
 FO1435'
 FO1435'THE MONUMENT IS A STANDARD STATE HIGHWAY COMMISSION DISK STAMPED
 FO1435'STA. I-40-39B AND IS FLUSH WITH THE GROUND.
 FO1435
 FO1435                          STATION RECOVERY (2005)
 FO1435
 FO1435'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 FO1435'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1231 ***********************************************************************
 FO1231  DESIGNATION -  I40 4
 FO1231  PID         -  FO1231
 FO1231  STATE/COUNTY-  NM/BERNALILLO
 FO1231  USGS QUAD   -  ALBUQUERQUE EAST (1990)
 FO1231
 FO1231                         *CURRENT SURVEY CONTROL
 FO1231  ___________________________________________________________________
 FO1231* NAD 83(1992)-  35 05 06.22288(N)    106 32 16.98834(W)     ADJUSTED  
 FO1231* NAVD 88     -      1649.08   (+/-2cm)    5410.4    (feet)  VERTCON   
 FO1231  ___________________________________________________________________
 FO1231  LAPLACE CORR-          12.11  (seconds)                    DEFLEC99
 FO1231  GEOID HEIGHT-         -20.67  (meters)                     GEOID03
 FO1231
 FO1231  HORZ ORDER  -  SECOND
 FO1231  VERT ORDER  -  THIRD ? (See Below)
 FO1231
 FO1231.The horizontal coordinates were established by classical geodetic methods
 FO1231.and adjusted by the National Geodetic Survey in December 1993..
 FO1231
 FO1231.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1231.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1231.The vertical order pertains to the NGVD 29 superseded value.
 FO1231
 FO1231.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1231
 FO1231.The geoid height was determined by GEOID03.
 FO1231
 FO1231;                    North         East     Units Scale Factor Converg.
 FO1231;SPC NM C     -   453,048.107   473,734.062   MT  0.99990850   -0 09 56.1
 FO1231;SPC NM C     - 1,486,375.33  1,554,242.50   sFT  0.99990850   -0 09 56.1
 FO1231;UTM  13      - 3,883,558.031   359,789.816   MT  0.99984228   -0 53 03.1
 FO1231
 FO1231!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1231!SPC NM C     -   0.99974446  x   0.99990850  =   0.99965299
 FO1231!UTM  13      -   0.99974446  x   0.99984228  =   0.99958678
 FO1231
 FO1231:                Primary Azimuth Mark                     Grid Az
 FO1231:SPC NM C     -  I40 3                                    117 28 28.6
 FO1231:UTM  13      -  I40 3                                    118 11 35.6
 FO1231
 FO1231|---------------------------------------------------------------------|
 FO1231| PID    Reference Object                     Distance      Geod. Az  |
 FO1231|                                                           dddmmss.s |
 FO1231| FO1199 I40 3                               APPROX. 0.6 KM 1171832.5 |
 FO1231|---------------------------------------------------------------------|
 FO1231
 FO1231                          SUPERSEDED SURVEY CONTROL
 FO1231
 FO1231  NAD 83(1986)-  35 05 06.22872(N)    106 32 16.98939(W) AD(       ) 2
 FO1231  NAD 27      -  35 05 06.06000(N)    106 32 14.90668(W) AD(       ) 2
 FO1231  NGVD 29 (07/19/86) 1648.25   (m)         5407.6    (f) LEVELING    3  
 FO1231
 FO1231.Superseded values are not recommended for survey control.
 FO1231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1231.See file dsdata.txt to determine how the superseded data were derived.
 FO1231
 FO1231_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU5979083558(NAD 83)
 FO1231_MARKER: DD = SURVEY DISK
 FO1231_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FO1231_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FO1231_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO1231+STABILITY: SURFACE MOTION
 FO1231
 FO1231  HISTORY     - Date     Condition        Report By
 FO1231  HISTORY     - 1969     MONUMENTED       NMHD
 FO1231  HISTORY     - 20030805 MARK NOT FOUND   USPSQD
 FO1231
 FO1231                          STATION DESCRIPTION
 FO1231
 FO1231'DESCRIBED BY NM HIGHWAY DEPT 1969 (SRC)
 FO1231'THE STATION IS LOCATED ON I-40 (THE FREEWAY) OFF THE EASTBOUND
 FO1231'LANE UNDER THE LOS ALTOS FOOT BRIDGE, SOUTH OF THE SOUTHWESTERN
 FO1231'CONCRETE ABUTMENT.
 FO1231'
 FO1231'TO REACH THE STATION FROM THE INTERSECTION OF CENTRAL AVE.
 FO1231'AND THE RAILROAD TRACKS (DOWNTOWN ALBUQUERQUE), GO EAST ON
 FO1231'CENTRAL AVE. (U.S.-66) A DISTANCE OF APPROXIMATELY 4.5 MILES
 FO1231'TO THE INTERSECTION OF CENTRAL AND LOUISIANA BLVD., TURN
 FO1231'NORTH ONTO LOUISIANA BLVD. AND CONTINUE NORTH A DISTANCE OF
 FO1231'APPROXIMATELY 1.3 MILE TO THE EASTBOUND ENTRANCE TO THE
 FO1231'FREEWAY, ENTER THE FREEWAY AND GO EAST A DISTANCE OF
 FO1231'APPROXIMATELY 1.8 MILE TO THE LOS ALTOS FOOTBRIDGE (HIGHWAY
 FO1231'BRIDGE NO. 6144).  THE MONUMENT IS APPROXIMATELY 5 FT SOUTH OF
 FO1231'THE SOUTHWEST CONCRETE ABUTMENT OF THE BRIDGE.
 FO1231'
 FO1231'THE MONUMENT IS A STANDARD STATE HIGHWAY COMMISSION DISK
 FO1231'STAMPED STA I-40-4, AND IS FLUSH WITH THE GROUND.
 FO1231'
 FO1231'FOR INFORMATION TO STATIONS I-40-3 AND I-40-5, SEE THE TRAVERSE
 FO1231'DESCRIPTION SHEETS FOR I-40-3 AND I-40-5.
 FO1231
 FO1231                          STATION RECOVERY (2003)
 FO1231
 FO1231'RECOVERY NOTE BY US POWER SQUADRON 2003 (AFA)
 FO1231'THE MONUMENT IS VISIBLE BUT THE DISC IS GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1434 ***********************************************************************
 FO1434  DESIGNATION -  I40 40
 FO1434  PID         -  FO1434
 FO1434  STATE/COUNTY-  NM/BERNALILLO
 FO1434  USGS QUAD   -  LA MESITA NEGRA SE (1990)
 FO1434
 FO1434                         *CURRENT SURVEY CONTROL
 FO1434  ___________________________________________________________________
 FO1434* NAD 83(1992)-  35 02 53.08861(N)    106 52 24.53670(W)     ADJUSTED  
 FO1434* NAVD 88     -      1769.3    (meters)    5805.     (feet)  VERTCON   
 FO1434  ___________________________________________________________________
 FO1434  LAPLACE CORR-           0.07  (seconds)                    DEFLEC99
 FO1434  GEOID HEIGHT-         -21.47  (meters)                     GEOID03
 FO1434
 FO1434  HORZ ORDER  -  SECOND
 FO1434
 FO1434.The horizontal coordinates were established by classical geodetic methods
 FO1434.and adjusted by the National Geodetic Survey in December 1993..
 FO1434
 FO1434.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1434.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1434
 FO1434.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1434
 FO1434.The geoid height was determined by GEOID03.
 FO1434
 FO1434;                    North         East     Units Scale Factor Converg.
 FO1434;SPC NM C     -   449,085.466   443,122.047   MT  0.99993986   -0 21 29.0
 FO1434;SPC NM C     - 1,473,374.57  1,453,809.58   sFT  0.99993986   -0 21 29.0
 FO1434;UTM  13      - 3,879,979.577   329,131.236   MT  0.99995984   -1 04 34.1
 FO1434
 FO1434!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1434!SPC NM C     -   0.99972572  x   0.99993986  =   0.99966560
 FO1434!UTM  13      -   0.99972572  x   0.99995984  =   0.99968557
 FO1434
 FO1434|---------------------------------------------------------------------|
 FO1434| PID    Reference Object                     Distance      Geod. Az  |
 FO1434|                                                           dddmmss.s |
 FO1434| FO1435 I40 39B                             314.130 METERS 05221     |
 FO1434| FO1462 I40 41                              APPROX. 2.9 KM 2543653.4 |
 FO1434|---------------------------------------------------------------------|
 FO1434
 FO1434                          SUPERSEDED SURVEY CONTROL
 FO1434
 FO1434  NAD 83(1986)-  35 02 53.09328(N)    106 52 24.53804(W) AD(       ) 2
 FO1434  NAD 27      -  35 02 52.92994(N)    106 52 22.42575(W) AD(       ) 2
 FO1434  NGVD 29 (07/19/86) 1768.5    (m)         5802.     (f) VERT ANG       
 FO1434
 FO1434.Superseded values are not recommended for survey control.
 FO1434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1434.See file dsdata.txt to determine how the superseded data were derived.
 FO1434
 FO1434_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU2913179980(NAD 83)
 FO1434_MARKER: DD = SURVEY DISK
 FO1434_SETTING: 0 = UNSPECIFIED SETTING
 FO1434_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FO1434
 FO1434  HISTORY     - Date     Condition        Report By
 FO1434  HISTORY     - 1970     MONUMENTED       NMHD
 FO1434  HISTORY     - 20051121 GOOD             GEOCAC
 FO1434
 FO1434                          STATION DESCRIPTION
 FO1434
 FO1434'DESCRIBED BY NM HIGHWAY DEPT 1970 (REC)
 FO1434'THE STATION IS LOCATED IN THE WESTERN SECTION OF ALBUQUERQUE
 FO1434'ON THE SOUTH FRONTAGE ROAD OF I-40 APPROXIMATELY 10.49 MILES WEST
 FO1434'OF THE INTERSECTION OF COORS BLVD. AND THE I-40 FREEWAY.
 FO1434'
 FO1434'TO REACH THE STATION FROM THE INTERSECTION OF CENTRAL AND THE
 FO1434'RAILROAD TRACKS (DOWNTOWN ALBUQUERQUE) GO EAST ON CENTRAL
 FO1434'(U.S.66) FOR APPROXIMATELY 0.60 AND TURN NORTH ON I-25 NORTHBOUND
 FO1434'RAMP, CONTINUE FOR 1.30 MILE AND TAKE THE I-40 WESTBOUND RAMP,
 FO1434'CONTINUE WEST FOR APPROXIMATELY 14.69 MILES.  THE STATION IS THEN
 FO1434'LOCATED 30 FT SOUTH OF THE CENTER OF THE FRONTAGE ROAD, BETWEEN
 FO1434'TWO EXISTING GUARD POLES.
 FO1434'
 FO1434'THE MONUMENT IS A STANDARD STATE HIGHWAY COMMISSION DISK STAMPED
 FO1434'STA. I-40-40 AND IS FLUSH WITH THE GROUND.
 FO1434
 FO1434                          STATION RECOVERY (2005)
 FO1434
 FO1434'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 FO1434'THE STATION IS 3 IN. BELOW SURFACE, PAINTED NEON PINK-ORANGE AND
 FO1434'MARKED BY 3 WITNESS POLES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1460 ***********************************************************************
 FO1460  DESIGNATION -  I40 40A
 FO1460  PID         -  FO1460
 FO1460  STATE/COUNTY-  NM/BERNALILLO
 FO1460  USGS QUAD   -  LA MESITA NEGRA (1990)
 FO1460
 FO1460                         *CURRENT SURVEY CONTROL
 FO1460  ___________________________________________________________________
 FO1460* NAD 83(1992)-  35 02 50.39425(N)    106 52 54.14009(W)     ADJUSTED  
 FO1460* NAVD 88     -      1729.7    (meters)    5675.     (feet)  VERTCON   
 FO1460  ___________________________________________________________________
 FO1460  LAPLACE CORR-           0.26  (seconds)                    DEFLEC99
 FO1460  GEOID HEIGHT-         -21.46  (meters)                     GEOID03
 FO1460
 FO1460  HORZ ORDER  -  SECOND
 FO1460
 FO1460.The horizontal coordinates were established by classical geodetic methods
 FO1460.and adjusted by the National Geodetic Survey in December 1993..
 FO1460
 FO1460.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1460.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1460
 FO1460.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1460
 FO1460.The geoid height was determined by GEOID03.
 FO1460
 FO1460;                    North         East     Units Scale Factor Converg.
 FO1460;SPC NM C     -   449,007.159   442,371.343   MT  0.99994092   -0 21 46.0
 FO1460;SPC NM C     - 1,473,117.65  1,451,346.65   sFT  0.99994092   -0 21 46.0
 FO1460;UTM  13      - 3,879,910.684   328,379.593   MT  0.99996301   -1 04 51.0
 FO1460
 FO1460!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1460!SPC NM C     -   0.99973193  x   0.99994092  =   0.99967287
 FO1460!UTM  13      -   0.99973193  x   0.99996301  =   0.99969495
 FO1460
 FO1460:                Primary Azimuth Mark                     Grid Az
 FO1460:SPC NM C     -  I40 40                                   084 02 41.9
 FO1460:UTM  13      -  I40 40                                   084 45 46.9
 FO1460
 FO1460|---------------------------------------------------------------------|
 FO1460| PID    Reference Object                     Distance      Geod. Az  |
 FO1460|                                                           dddmmss.s |
 FO1460| FO1434 I40 40                              APPROX. 0.8 KM 0834055.9 |
 FO1460|---------------------------------------------------------------------|
 FO1460
 FO1460                          SUPERSEDED SURVEY CONTROL
 FO1460
 FO1460  NAD 83(1986)-  35 02 50.39890(N)    106 52 54.14140(W) AD(       ) 2
 FO1460  NAD 27      -  35 02 50.23588(N)    106 52 52.02897(W) AD(       ) 2
 FO1460  NGVD 29 (07/19/86) 1728.9    (m)         5672.     (f) VERT ANG       
 FO1460
 FO1460.Superseded values are not recommended for survey control.
 FO1460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1460.See file dsdata.txt to determine how the superseded data were derived.
 FO1460
 FO1460_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU2838079911(NAD 83)
 FO1460_MARKER: DD = SURVEY DISK
 FO1460_SETTING: 0 = UNSPECIFIED SETTING
 FO1460_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FO1460_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FO1460+SATELLITE: SATELLITE OBSERVATIONS - November 05, 2005
 FO1460
 FO1460  HISTORY     - Date     Condition        Report By
 FO1460  HISTORY     - 1970     MONUMENTED       NMHD
 FO1460  HISTORY     - 20051105 GOOD             GEOCAC
 FO1460
 FO1460                          STATION DESCRIPTION
 FO1460
 FO1460'DESCRIBED BY NM HIGHWAY DEPT 1970 (REC)
 FO1460'THE STATION IS LOCATED IN THE WESTERN SECTION OF ALBUQUERQUE
 FO1460'ON THE NORTH FRONTAGE ROAD APPROXIMATELY 11.00 MILES WEST OF THE
 FO1460'INTERSECTION OF COORS BLVD. AND THE I-40 FREEWAY.
 FO1460'
 FO1460'TO REACH THE STATION FROM THE INTERSECTION OF CENTRAL AND THE
 FO1460'RAILROAD TRACKS (DOWNTOWN ALBUQUERQUE) GO EAST ON CENTRAL
 FO1460'(U.S.66) FOR APPROXIMATELY 0.60 MILE AND TURN NORTH ON I-25
 FO1460'NORTHBOUND RAMP.  TRAVEL NORTH ON I-25 FOR 1.30 MILE AND TAKE
 FO1460'THE I-40 WESTBOUND, CONTINUE WEST FOR APPROXIMATELY 15.20
 FO1460'MILES.  THE STATION IS THEN LOCATED 75 FT NORTH OF THE CENTER OF
 FO1460'NORTH FRONTAGE ROAD.
 FO1460'
 FO1460'THE MONUMENT IS A STANDARD STATE HIGHWAY COMMISSION DISK STAMPED
 FO1460'STA. I-40-40A AND IS FLUSH WITH THE GROUND.
 FO1460
 FO1460                          STATION RECOVERY (2005)
 FO1460
 FO1460'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 FO1460'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1461 ***********************************************************************
 FO1461  DESIGNATION -  I40 40B
 FO1461  PID         -  FO1461
 FO1461  STATE/COUNTY-  NM/BERNALILLO
 FO1461  USGS QUAD   -  LA MESITA NEGRA (1990)
 FO1461
 FO1461                         *CURRENT SURVEY CONTROL
 FO1461  ___________________________________________________________________
 FO1461* NAD 83(1992)-  35 02 38.46478(N)    106 53 46.80227(W)     ADJUSTED  
 FO1461* NAVD 88     -      1685.4    (meters)    5530.     (feet)  VERTCON   
 FO1461  ___________________________________________________________________
 FO1461  LAPLACE CORR-           0.21  (seconds)                    DEFLEC99
 FO1461  GEOID HEIGHT-         -21.46  (meters)                     GEOID03
 FO1461
 FO1461  HORZ ORDER  -  SECOND
 FO1461
 FO1461.The horizontal coordinates were established by classical geodetic methods
 FO1461.and adjusted by the National Geodetic Survey in December 1993..
 FO1461
 FO1461.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1461.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1461
 FO1461.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1461
 FO1461.The geoid height was determined by GEOID03.
 FO1461
 FO1461;                    North         East     Units Scale Factor Converg.
 FO1461;SPC NM C     -   448,648.104   441,034.437   MT  0.99994284   -0 22 16.1
 FO1461;SPC NM C     - 1,471,939.65  1,446,960.48   sFT  0.99994284   -0 22 16.1
 FO1461;UTM  13      - 3,879,568.403   327,038.261   MT  0.99996871   -1 05 21.0
 FO1461
 FO1461!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1461!SPC NM C     -   0.99973888  x   0.99994284  =   0.99968174
 FO1461!UTM  13      -   0.99973888  x   0.99996871  =   0.99970760
 FO1461
 FO1461:                Primary Azimuth Mark                     Grid Az
 FO1461:SPC NM C     -  I40 40C                                  254 58 37.8
 FO1461:UTM  13      -  I40 40C                                  255 41 42.7
 FO1461
 FO1461|---------------------------------------------------------------------|
 FO1461| PID    Reference Object                     Distance      Geod. Az  |
 FO1461|                                                           dddmmss.s |
 FO1461| FO1464 I40 40C                             APPROX. 1.2 KM 2543621.7 |
 FO1461|---------------------------------------------------------------------|
 FO1461
 FO1461                          SUPERSEDED SURVEY CONTROL
 FO1461
 FO1461  NAD 83(1986)-  35 02 38.46937(N)    106 53 46.80354(W) AD(       ) 2
 FO1461  NAD 27      -  35 02 38.30678(N)    106 53 44.68968(W) AD(       ) 2
 FO1461  NGVD 29 (07/19/86) 1684.6    (m)         5527.     (f) VERT ANG       
 FO1461
 FO1461.Superseded values are not recommended for survey control.
 FO1461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1461.See file dsdata.txt to determine how the superseded data were derived.
 FO1461
 FO1461_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU2703879568(NAD 83)
 FO1461_MARKER: DD = SURVEY DISK
 FO1461_SETTING: 0 = UNSPECIFIED SETTING
 FO1461_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FO1461_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FO1461+SATELLITE: SATELLITE OBSERVATIONS - November 05, 2005
 FO1461
 FO1461  HISTORY     - Date     Condition        Report By
 FO1461  HISTORY     - 1970     MONUMENTED       NMHD
 FO1461  HISTORY     - 20051105 GOOD             GEOCAC
 FO1461
 FO1461                          STATION DESCRIPTION
 FO1461
 FO1461'DESCRIBED BY NM HIGHWAY DEPT 1970 (REC)
 FO1461'THE STATION IS LOCATED IN THE WESTERN SECTION OF ALBUQUERQUE ON
 FO1461'THE NORTH FRONTAGE ROAD APPROXIMATELY 11.86 MILES WEST OF THE
 FO1461'INTERSECTION OF COORS BLVD. AND THE I-40 FREEWAY.
 FO1461'
 FO1461'TO REACH THE STATION FROM THE INTERSECTION OF CENTRAL AND THE
 FO1461'RAILROAD TRACKS (DOWNTOWN ALBUQUERQUE) GO EAST ON CENTRAL
 FO1461'(U.S.66) FOR APPROXIMATELY 0.60 MILE AND TURN NORTH ON I-25
 FO1461'NORTHBOUND RAMP.  TRAVEL NORTH ON I-25 FOR 1.30 MILE AND TAKE
 FO1461'THE I-40 WESTBOUND RAMP, CONTINUE WEST FOR APPROXIMATELY 16.06
 FO1461'MILES.  THE STATION IS THEN LOCATED 75 FT NORTH OF THE CENTER
 FO1461'OF NORTH FRONTAGE ROAD.
 FO1461'
 FO1461'THE MONUMENT IS A STANDARD STATE HIGHWAY COMMISSION, DISK
 FO1461'STAMPED STA. I-40-40B AND IS FLUSH WITH THE GROUND.
 FO1461
 FO1461                          STATION RECOVERY (2005)
 FO1461
 FO1461'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 FO1461'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1464 ***********************************************************************
 FO1464  DESIGNATION -  I40 40C
 FO1464  PID         -  FO1464
 FO1464  STATE/COUNTY-  NM/BERNALILLO
 FO1464  USGS QUAD   -  LA MESITA NEGRA (1990)
 FO1464
 FO1464                         *CURRENT SURVEY CONTROL
 FO1464  ___________________________________________________________________
 FO1464* NAD 83(1992)-  35 02 28.31792(N)    106 54 31.60171(W)     ADJUSTED  
 FO1464* NAVD 88     -      1677.6    (meters)    5504.     (feet)  VERTCON   
 FO1464  ___________________________________________________________________
 FO1464  LAPLACE CORR-           0.01  (seconds)                    DEFLEC99
 FO1464  GEOID HEIGHT-         -21.46  (meters)                     GEOID03
 FO1464
 FO1464  HORZ ORDER  -  SECOND
 FO1464
 FO1464.The horizontal coordinates were established by classical geodetic methods
 FO1464.and adjusted by the National Geodetic Survey in December 1993..
 FO1464
 FO1464.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1464.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1464
 FO1464.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1464
 FO1464.The geoid height was determined by GEOID03.
 FO1464
 FO1464;                    North         East     Units Scale Factor Converg.
 FO1464;SPC NM C     -   448,342.857   439,897.054   MT  0.99994451   -0 22 41.7
 FO1464;SPC NM C     - 1,470,938.19  1,443,228.92   sFT  0.99994451   -0 22 41.7
 FO1464;UTM  13      - 3,879,277.424   325,897.110   MT  0.99997359   -1 05 46.4
 FO1464
 FO1464!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1464!SPC NM C     -   0.99974011  x   0.99994451  =   0.99968463
 FO1464!UTM  13      -   0.99974011  x   0.99997359  =   0.99971370
 FO1464
 FO1464:                Primary Azimuth Mark                     Grid Az
 FO1464:SPC NM C     -  I40 41A                                  254 58 47.5
 FO1464:UTM  13      -  I40 41A                                  255 41 52.2
 FO1464
 FO1464|---------------------------------------------------------------------|
 FO1464| PID    Reference Object                     Distance      Geod. Az  |
 FO1464|                                                           dddmmss.s |
 FO1464| FO1466 I40 41A                             APPROX. 0.7 KM 2543605.8 |
 FO1464|---------------------------------------------------------------------|
 FO1464
 FO1464                          SUPERSEDED SURVEY CONTROL
 FO1464
 FO1464  NAD 83(1986)-  35 02 28.32243(N)    106 54 31.60296(W) AD(       ) 2
 FO1464  NAD 27      -  35 02 28.15966(N)    106 54 29.48762(W) AD(       ) 2
 FO1464  NGVD 29 (07/19/86) 1676.8    (m)         5501.     (f) VERT ANG       
 FO1464
 FO1464.Superseded values are not recommended for survey control.
 FO1464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1464.See file dsdata.txt to determine how the superseded data were derived.
 FO1464
 FO1464_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU2589779277(NAD 83)
 FO1464_MARKER: DD = SURVEY DISK
 FO1464_SETTING: 0 = UNSPECIFIED SETTING
 FO1464_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FO1464_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FO1464+SATELLITE: SATELLITE OBSERVATIONS - November 05, 2005
 FO1464
 FO1464  HISTORY     - Date     Condition        Report By
 FO1464  HISTORY     - 1970     MONUMENTED       NMHD
 FO1464  HISTORY     - 20051105 GOOD             GEOCAC
 FO1464
 FO1464                          STATION DESCRIPTION
 FO1464
 FO1464'DESCRIBED BY NM HIGHWAY DEPT 1970 (REC)
 FO1464'THE STATION IS LOCATED IN THE WESTERN SECTION OF ALBUQUERQUE
 FO1464'ON THE NORTH FRONTAGE ROAD APPROXIMATELY 12.59 MILES WEST OF THE
 FO1464'INTERSECTION OF COORS BLVD. AND THE I-40 FREEWAY.
 FO1464'
 FO1464'TO REACH THE STATION FROM THE INTERSECTION OF CENTRAL AND THE
 FO1464'RAILROAD TRACKS (DOWNTOWN ALBUQUERQUE) GO EAST ON CENTRAL
 FO1464'(U.S.66) FOR APPROXIMATELY 0.60 MILE AND TURN NORTH ON I-25
 FO1464'NORTHBOUND RAMP.  TRAVEL NORTH ON I-25 FOR 1.30 MILE AND TAKE THE
 FO1464'I-40 WESTBOUND RAMP, CONTINUE WEST FOR APPROXIMATELY 16.79
 FO1464'MILES.  THE STATION IS THEN LOCATED 75 FT NORTH OF THE CENTER
 FO1464'OF THE NORTH FRONTAGE ROAD.
 FO1464'
 FO1464'THE MONUMENT IS A STANDARD STATE HIGHWAY COMMISSION DISK STAMPED
 FO1464'STA. I-40-40C AND IS FLUSH WITH THE GROUND.
 FO1464
 FO1464                          STATION RECOVERY (2005)
 FO1464
 FO1464'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 FO1464'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1462 ***********************************************************************
 FO1462  DESIGNATION -  I40 41
 FO1462  PID         -  FO1462
 FO1462  STATE/COUNTY-  NM/BERNALILLO
 FO1462  USGS QUAD   -  LA MESITA NEGRA (1990)
 FO1462
 FO1462                         *CURRENT SURVEY CONTROL
 FO1462  ___________________________________________________________________
 FO1462* NAD 83(1992)-  35 02 28.35738(N)    106 54 13.75755(W)     ADJUSTED  
 FO1462* NAVD 88     -      1670.6    (meters)    5481.     (feet)  VERTCON   
 FO1462  ___________________________________________________________________
 FO1462  LAPLACE CORR-           0.11  (seconds)                    DEFLEC99
 FO1462  GEOID HEIGHT-         -21.47  (meters)                     GEOID03
 FO1462
 FO1462  HORZ ORDER  -  SECOND
 FO1462
 FO1462.The horizontal coordinates were established by classical geodetic methods
 FO1462.and adjusted by the National Geodetic Survey in December 1993..
 FO1462
 FO1462.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1462.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1462
 FO1462.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1462
 FO1462.The geoid height was determined by GEOID03.
 FO1462
 FO1462;                    North         East     Units Scale Factor Converg.
 FO1462;SPC NM C     -   448,341.099   440,349.289   MT  0.99994384   -0 22 31.5
 FO1462;SPC NM C     - 1,470,932.42  1,444,712.63   sFT  0.99994384   -0 22 31.5
 FO1462;UTM  13      - 3,879,269.999   326,349.301   MT  0.99997165   -1 05 36.2
 FO1462
 FO1462!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1462!SPC NM C     -   0.99974121  x   0.99994384  =   0.99968506
 FO1462!UTM  13      -   0.99974121  x   0.99997165  =   0.99971286
 FO1462
 FO1462:                Primary Azimuth Mark                     Grid Az
 FO1462:SPC NM C     -  I40 42D                                  254 21 19.1
 FO1462:UTM  13      -  I40 42D                                  255 04 23.8
 FO1462
 FO1462|---------------------------------------------------------------------|
 FO1462| PID    Reference Object                     Distance      Geod. Az  |
 FO1462|                                                           dddmmss.s |
 FO1462| FO1463 I40 42D                             413.363 METERS 2535847.6 |
 FO1462|---------------------------------------------------------------------|
 FO1462
 FO1462                          SUPERSEDED SURVEY CONTROL
 FO1462
 FO1462  NAD 83(1986)-  35 02 28.36192(N)    106 54 13.75878(W) AD(       ) 2
 FO1462  NAD 27      -  35 02 28.19862(N)    106 54 11.64354(W) AD(       ) 2
 FO1462  NGVD 29 (07/19/86) 1669.8    (m)         5478.     (f) VERT ANG       
 FO1462
 FO1462.Superseded values are not recommended for survey control.
 FO1462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1462.See file dsdata.txt to determine how the superseded data were derived.
 FO1462
 FO1462_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU2634979270(NAD 83)
 FO1462_MARKER: DD = SURVEY DISK
 FO1462_SETTING: 0 = UNSPECIFIED SETTING
 FO1462_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FO1462
 FO1462  HISTORY     - Date     Condition        Report By
 FO1462  HISTORY     - 1970     MONUMENTED       NMHD
 FO1462  HISTORY     - 20051121 GOOD             GEOCAC
 FO1462
 FO1462                          STATION DESCRIPTION
 FO1462
 FO1462'DESCRIBED BY NM HIGHWAY DEPT 1970 (REC)
 FO1462'THE STATION IS LOCATED IN THE WESTERN SECTION OF ALBUQUERQUE ON
 FO1462'THE SOUTH FRONTAGE ROAD OF I-40 APPROXIMATELY 12.21 MILES WEST
 FO1462'OF THE INTERSECTION OF COORS BLVD. AND THE I-40 FREEWAY.
 FO1462'
 FO1462'TO REACH THE STATION FROM THE INTERSECTION OF CENTRAL AND THE
 FO1462'RAILROAD TRACKS (DOWNTOWN ALBUQUERQUE) GO EAST ON CENTRAL
 FO1462'(U.S.66) FOR APPROXIMATELY 0.60 AND TURN NORTH ON I-25 NORTHBOUND
 FO1462'RAMP, CONTINUE FOR 1.30 MILE AND TAKE THE I-40 WESTBOUND RAMP,
 FO1462'CONTINUE WEST FOR APPROXIMATELY 16.41 MILES.  THE STATION IS THEN
 FO1462'LOCATED 30 FT SOUTH OF THE CENTER OF THE FRONTAGE ROAD, BETWEEN
 FO1462'TWO EXISTING GUARD POLES.
 FO1462'
 FO1462'THE MONUMENT IS A STANDARD STATE HIGHWAY COMMISSION DISK STAMPED
 FO1462'STA. I-40-41 AND IS FLUSH WITH THE GROUND.
 FO1462
 FO1462                          STATION RECOVERY (2005)
 FO1462
 FO1462'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 FO1462'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1466 ***********************************************************************
 FO1466  DESIGNATION -  I40 41A
 FO1466  PID         -  FO1466
 FO1466  STATE/COUNTY-  NM/BERNALILLO
 FO1466  USGS QUAD   -  LA MESITA NEGRA (1990)
 FO1466
 FO1466                         *CURRENT SURVEY CONTROL
 FO1466  ___________________________________________________________________
 FO1466* NAD 83(1992)-  35 02 22.32684(N)    106 54 58.04689(W)     ADJUSTED  
 FO1466* NAVD 88     -      1659.5    (meters)    5445.     (feet)  VERTCON   
 FO1466  ___________________________________________________________________
 FO1466  LAPLACE CORR-          -0.15  (seconds)                    DEFLEC99
 FO1466  GEOID HEIGHT-         -21.46  (meters)                     GEOID03
 FO1466
 FO1466  HORZ ORDER  -  SECOND
 FO1466
 FO1466.The horizontal coordinates were established by classical geodetic methods
 FO1466.and adjusted by the National Geodetic Survey in December 1993..
 FO1466
 FO1466.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1466.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1466
 FO1466.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1466
 FO1466.The geoid height was determined by GEOID03.
 FO1466
 FO1466;                    North         East     Units Scale Factor Converg.
 FO1466;SPC NM C     -   448,162.694   439,225.617   MT  0.99994551   -0 22 56.9
 FO1466;SPC NM C     - 1,470,347.11  1,441,026.05   sFT  0.99994551   -0 22 56.9
 FO1466;UTM  13      - 3,879,105.683   325,223.449   MT  0.99997648   -1 06 01.5
 FO1466
 FO1466!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1466!SPC NM C     -   0.99974295  x   0.99994551  =   0.99968847
 FO1466!UTM  13      -   0.99974295  x   0.99997648  =   0.99971943
 FO1466
 FO1466:                Primary Azimuth Mark                     Grid Az
 FO1466:SPC NM C     -  I40 40C                                  074 58 47.5
 FO1466:UTM  13      -  I40 40C                                  075 41 52.1
 FO1466
 FO1466|---------------------------------------------------------------------|
 FO1466| PID    Reference Object                     Distance      Geod. Az  |
 FO1466|                                                           dddmmss.s |
 FO1466| FO1464 I40 40C                             APPROX. 0.7 KM 0743550.6 |
 FO1466|---------------------------------------------------------------------|
 FO1466
 FO1466                          SUPERSEDED SURVEY CONTROL
 FO1466
 FO1466  NAD 83(1986)-  35 02 22.33130(N)    106 54 58.04813(W) AD(       ) 2
 FO1466  NAD 27      -  35 02 22.16832(N)    106 54 55.93212(W) AD(       ) 2
 FO1466  NGVD 29 (07/19/86) 1658.7    (m)         5442.     (f) VERT ANG       
 FO1466
 FO1466.Superseded values are not recommended for survey control.
 FO1466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1466.See file dsdata.txt to determine how the superseded data were derived.
 FO1466
 FO1466_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU2522379106(NAD 83)
 FO1466_MARKER: DD = SURVEY DISK
 FO1466_SETTING: 0 = UNSPECIFIED SETTING
 FO1466_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FO1466_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FO1466+SATELLITE: SATELLITE OBSERVATIONS - November 05, 2005
 FO1466
 FO1466  HISTORY     - Date     Condition        Report By
 FO1466  HISTORY     - 1970     MONUMENTED       NMHD
 FO1466  HISTORY     - 20051105 GOOD             GEOCAC
 FO1466
 FO1466                          STATION DESCRIPTION
 FO1466
 FO1466'DESCRIBED BY NM HIGHWAY DEPT 1970 (REC)
 FO1466'THE STATION IS LOCATED IN THE WESTERN SECTION OF ALBUQUERQUE
 FO1466'ON THE NORTH FRONTAGE ROAD APPROXIMATELY 13.02 MILES WEST OF
 FO1466'THE INTERSECTION OF COORS BLVD. AND THE I-40 FREEWAY.
 FO1466'
 FO1466'TO REACH THE STATION FROM THE INTERSECTION OF CENTRAL AND THE
 FO1466'RAILROAD TRACKS (DOWNTOWN ALBUQUERQUE) GO EAST ON CENTRAL
 FO1466'(U.S.66) FOR APPROXIMATELY 0.60 MILE AND TURN NORTH ON I-25
 FO1466'NORTHBOUND RAMP.  TRAVEL NORTH ON I-25 FOR 1.30 MILE AND TAKE
 FO1466'THE I-40 WESTBOUND RAMP, CONTINUE WEST FOR APPROXIMATELY 17.22
 FO1466'MILES.  THE STATION IS THEN LOCATED 75 FT NORTH OF THE CENTER
 FO1466'OF NORTH FRONTAGE ROAD.
 FO1466'
 FO1466'THE MONUMENT IS A STANDARD STATE HIGHWAY COMMISSION DISK STAMPED
 FO1466'STA. I-40-41A AND IS FLUSH WITH THE GROUND.
 FO1466
 FO1466                          STATION RECOVERY (2005)
 FO1466
 FO1466'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 FO1466'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1465 ***********************************************************************
 FO1465  DESIGNATION -  I40 42F
 FO1465  PID         -  FO1465
 FO1465  STATE/COUNTY-  NM/BERNALILLO
 FO1465  USGS QUAD   -  LA MESITA NEGRA (1990)
 FO1465
 FO1465                         *CURRENT SURVEY CONTROL
 FO1465  ___________________________________________________________________
 FO1465* NAD 83(1992)-  35 02 17.69229(N)    106 55 00.81649(W)     ADJUSTED  
 FO1465* NAVD 88     -      1662.4    (meters)    5454.     (feet)  VERTCON   
 FO1465  ___________________________________________________________________
 FO1465  LAPLACE CORR-          -0.17  (seconds)                    DEFLEC99
 FO1465  GEOID HEIGHT-         -21.47  (meters)                     GEOID03
 FO1465
 FO1465  HORZ ORDER  -  SECOND
 FO1465
 FO1465.The horizontal coordinates were established by classical geodetic methods
 FO1465.and adjusted by the National Geodetic Survey in December 1993..
 FO1465
 FO1465.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1465.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1465
 FO1465.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1465
 FO1465.The geoid height was determined by GEOID03.
 FO1465
 FO1465;                    North         East     Units Scale Factor Converg.
 FO1465;SPC NM C     -   448,020.350   439,154.471   MT  0.99994561   -0 22 58.4
 FO1465;SPC NM C     - 1,469,880.10  1,440,792.63   sFT  0.99994561   -0 22 58.4
 FO1465;UTM  13      - 3,878,964.238   325,150.522   MT  0.99997680   -1 06 02.9
 FO1465
 FO1465!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1465!SPC NM C     -   0.99974249  x   0.99994561  =   0.99968812
 FO1465!UTM  13      -   0.99974249  x   0.99997680  =   0.99971930
 FO1465
 FO1465:                Primary Azimuth Mark                     Grid Az
 FO1465:SPC NM C     -  I40 42D                                  075 16 59.8
 FO1465:UTM  13      -  I40 42D                                  076 00 04.3
 FO1465
 FO1465|---------------------------------------------------------------------|
 FO1465| PID    Reference Object                     Distance      Geod. Az  |
 FO1465|                                                           dddmmss.s |
 FO1465| FO1463 I40 42D                             APPROX. 0.8 KM 0745401.4 |
 FO1465|---------------------------------------------------------------------|
 FO1465
 FO1465                          SUPERSEDED SURVEY CONTROL
 FO1465
 FO1465  NAD 83(1986)-  35 02 17.69675(N)    106 55 00.81773(W) AD(       ) 2
 FO1465  NAD 27      -  35 02 17.53328(N)    106 54 58.70145(W) AD(       ) 2
 FO1465  NGVD 29 (07/19/86) 1661.6    (m)         5451.     (f) VERT ANG       
 FO1465
 FO1465.Superseded values are not recommended for survey control.
 FO1465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1465.See file dsdata.txt to determine how the superseded data were derived.
 FO1465
 FO1465_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU2515178964(NAD 83)
 FO1465_MARKER: DD = SURVEY DISK
 FO1465_SETTING: 0 = UNSPECIFIED SETTING
 FO1465_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FO1465
 FO1465  HISTORY     - Date     Condition        Report By
 FO1465  HISTORY     - 1970     MONUMENTED       NMHD
 FO1465  HISTORY     - 20051121 GOOD             GEOCAC
 FO1465
 FO1465                          STATION DESCRIPTION
 FO1465
 FO1465'DESCRIBED BY NM HIGHWAY DEPT 1970 (REC)
 FO1465'THE STATION IS LOCATED IN THE WESTERN SECTION OF ALBUQUERQUE
 FO1465'ON THE SOUTH FRONTAGE ROAD OF I-40 APPROXIMATELY 12.97 MILES WEST
 FO1465'OF THE INTERSECTION OF COORS BLVD. AND THE I-40 FREEWAY.
 FO1465'
 FO1465'TO REACH THE STATION FROM THE INTERSECTION OF CENTRAL AND THE
 FO1465'RAILROAD TRACKS (DOWNTOWN ALBUQUERQUE) GO EAST ON CENTRAL
 FO1465'(U.S.66) FOR APPROXIMATELY 0.60 MILE AND TURN NORTH ON I-25
 FO1465'NORTHBOUND RAMP, CONTINUE FOR 1.30 MILE AND TAKE THE I-40
 FO1465'WESTBOUND RAMP, CONTINUE WEST FOR APPROXIMATELY 17.17 MILES.  THE
 FO1465'STATION IS THEN LOCATED 30 FT SOUTH OF THE CENTER OF THE
 FO1465'FRONTAGE ROAD BETWEEN TWO EXISTING GUARD POLES.
 FO1465'
 FO1465'THE MONUMENT IS A STANDARD STATE HIGHWAY COMMISSION DISK STAMPED
 FO1465'STA. I-40-42F AND IS FLUSH WITH THE GROUND.
 FO1465
 FO1465                          STATION RECOVERY (2005)
 FO1465
 FO1465'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 FO1465'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1473 ***********************************************************************
 FO1473  DESIGNATION -  I40 43
 FO1473  PID         -  FO1473
 FO1473  STATE/COUNTY-  NM/BERNALILLO
 FO1473  USGS QUAD   -  LA MESITA NEGRA (1990)
 FO1473
 FO1473                         *CURRENT SURVEY CONTROL
 FO1473  ___________________________________________________________________
 FO1473* NAD 83(1992)-  35 01 54.72091(N)    106 56 42.14069(W)     ADJUSTED  
 FO1473* NAVD 88     -      1624.7    (meters)    5330.     (feet)  VERTCON   
 FO1473  ___________________________________________________________________
 FO1473  LAPLACE CORR-          -1.21  (seconds)                    DEFLEC99
 FO1473  GEOID HEIGHT-         -21.46  (meters)                     GEOID03
 FO1473
 FO1473  HORZ ORDER  -  SECOND
 FO1473
 FO1473.The horizontal coordinates were established by classical geodetic methods
 FO1473.and adjusted by the National Geodetic Survey in December 1993..
 FO1473
 FO1473.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1473.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1473
 FO1473.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1473
 FO1473.The geoid height was determined by GEOID03.
 FO1473
 FO1473;                    North         East     Units Scale Factor Converg.
 FO1473;SPC NM C     -   447,330.017   436,581.570   MT  0.99994955   -0 23 56.4
 FO1473;SPC NM C     - 1,467,615.23  1,432,351.37   sFT  0.99994955   -0 23 56.4
 FO1473;UTM  13      - 3,878,306.172   322,569.085   MT  0.99998801   -1 07 00.5
 FO1473
 FO1473!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1473!SPC NM C     -   0.99974841  x   0.99994955  =   0.99969797
 FO1473!UTM  13      -   0.99974841  x   0.99998801  =   0.99973642
 FO1473
 FO1473:                Primary Azimuth Mark                     Grid Az
 FO1473:SPC NM C     -  I40 44                                   254 55 30.9
 FO1473:UTM  13      -  I40 44                                   255 38 35.0
 FO1473
 FO1473|---------------------------------------------------------------------|
 FO1473| PID    Reference Object                     Distance      Geod. Az  |
 FO1473|                                                           dddmmss.s |
 FO1473| FO1474 I40 44                              APPROX. 0.7 KM 2543134.5 |
 FO1473|---------------------------------------------------------------------|
 FO1473
 FO1473                          SUPERSEDED SURVEY CONTROL
 FO1473
 FO1473  NAD 83(1986)-  35 01 54.72522(N)    106 56 42.14185(W) AD(       ) 2
 FO1473  NAD 27      -  35 01 54.56133(N)    106 56 40.02275(W) AD(       ) 2
 FO1473  NGVD 29 (07/19/86) 1623.9    (m)         5328.     (f) VERT ANG       
 FO1473
 FO1473.Superseded values are not recommended for survey control.
 FO1473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1473.See file dsdata.txt to determine how the superseded data were derived.
 FO1473
 FO1473_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU2256978306(NAD 83)
 FO1473_MARKER: DD = SURVEY DISK
 FO1473_SETTING: 0 = UNSPECIFIED SETTING
 FO1473_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FO1473
 FO1473  HISTORY     - Date     Condition        Report By
 FO1473  HISTORY     - 1970     MONUMENTED       NMHD
 FO1473  HISTORY     - 20051121 GOOD             GEOCAC
 FO1473
 FO1473                          STATION DESCRIPTION
 FO1473
 FO1473'DESCRIBED BY NM HIGHWAY DEPT 1970 (REC)
 FO1473'THE STATION IS LOCATED IN THE WESTERN SECTION OF ALBUQUERQUE ON
 FO1473'I-40 APPROXIMATELY 14.57 MILES WEST OF THE INTERSECTION OF COORS
 FO1473'BLVD. AND THE I-40 FREEWAY.  THE STATION IS ON THE BRIDGE OF THE
 FO1473'RIO PUERCO EXIT.
 FO1473'
 FO1473'TO REACH THE STATION FROM THE INTERSECTION OF CENTRAL AND THE
 FO1473'RAILROAD TRACKS (DOWNTOWN ALBUQUERQUE) GO EAST ON CENTRAL
 FO1473'(U.S.66) FOR APPROXIMATELY 0.60 MILE AND TURN NORTH ON I-25
 FO1473'NORTHBOUND RAMP, CONTINUE FOR 1.30 MILE AND TAKE THE I-40
 FO1473'WESTBOUND RAMP, GO WEST FOR APPROXIMATELY 18.77 MILES.  THE
 FO1473'STATION IS THEN LOCATED 150 FT SOUTH OF I-40 MEDIAN ON THE EAST
 FO1473'SIDE OF THE RAIL OF THE RIO PUERCO BRIDGE.
 FO1473'
 FO1473'THE MONUMENT IS A STANDARD STATE HIGHWAY COMMISSION DISK STAMPED
 FO1473'STA. I-40-43 AND IS FLUSH WITH THE GROUND.
 FO1473
 FO1473                          STATION RECOVERY (2005)
 FO1473
 FO1473'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 FO1473'THE STATION IS 8 IN. ABOVE SURFACE LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1475 ***********************************************************************
 FO1475  DESIGNATION -  I40 43A
 FO1475  PID         -  FO1475
 FO1475  STATE/COUNTY-  NM/BERNALILLO
 FO1475  USGS QUAD   -  LA MESITA NEGRA (1990)
 FO1475
 FO1475                         *CURRENT SURVEY CONTROL
 FO1475  ___________________________________________________________________
 FO1475* NAD 83(1992)-  35 01 58.47338(N)    106 56 43.15192(W)     ADJUSTED  
 FO1475* NAVD 88     -      1615.3    (meters)    5300.     (feet)  VERTCON   
 FO1475  ___________________________________________________________________
 FO1475  LAPLACE CORR-          -1.22  (seconds)                    DEFLEC99
 FO1475  GEOID HEIGHT-         -21.46  (meters)                     GEOID03
 FO1475
 FO1475  HORZ ORDER  -  SECOND
 FO1475
 FO1475.The horizontal coordinates were established by classical geodetic methods
 FO1475.and adjusted by the National Geodetic Survey in December 1993..
 FO1475
 FO1475.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1475.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1475
 FO1475.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1475
 FO1475.The geoid height was determined by GEOID03.
 FO1475
 FO1475;                    North         East     Units Scale Factor Converg.
 FO1475;SPC NM C     -   447,445.827   436,556.745   MT  0.99994959   -0 23 57.0
 FO1475;SPC NM C     - 1,467,995.18  1,432,269.92   sFT  0.99994959   -0 23 57.0
 FO1475;UTM  13      - 3,878,422.288   322,545.711   MT  0.99998811   -1 07 01.2
 FO1475
 FO1475!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1475!SPC NM C     -   0.99974988  x   0.99994959  =   0.99969948
 FO1475!UTM  13      -   0.99974988  x   0.99998811  =   0.99973799
 FO1475
 FO1475:                Primary Azimuth Mark                     Grid Az
 FO1475:SPC NM C     -  I40 44A                                  254 58 14.4
 FO1475:UTM  13      -  I40 44A                                  255 41 18.6
 FO1475
 FO1475|---------------------------------------------------------------------|
 FO1475| PID    Reference Object                     Distance      Geod. Az  |
 FO1475|                                                           dddmmss.s |
 FO1475| FO1472 I40 44A                             APPROX. 1.3 KM 2543417.4 |
 FO1475|---------------------------------------------------------------------|
 FO1475
 FO1475                          SUPERSEDED SURVEY CONTROL
 FO1475
 FO1475  NAD 83(1986)-  35 01 58.47768(N)    106 56 43.15309(W) AD(       ) 2
 FO1475  NAD 27      -  35 01 58.31368(N)    106 56 41.03433(W) AD(       ) 2
 FO1475  NGVD 29 (07/19/86) 1614.5    (m)         5297.     (f) VERT ANG       
 FO1475
 FO1475.Superseded values are not recommended for survey control.
 FO1475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1475.See file dsdata.txt to determine how the superseded data were derived.
 FO1475
 FO1475_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU2254678422(NAD 83)
 FO1475_MARKER: DD = SURVEY DISK
 FO1475_SETTING: 0 = UNSPECIFIED SETTING
 FO1475_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FO1475
 FO1475  HISTORY     - Date     Condition        Report By
 FO1475  HISTORY     - 1970     MONUMENTED       NMHD
 FO1475  HISTORY     - 20051105 MARK NOT FOUND   GEOCAC
 FO1475
 FO1475                          STATION DESCRIPTION
 FO1475
 FO1475'DESCRIBED BY NM HIGHWAY DEPT 1970 (REC)
 FO1475'THE STATION IS LOCATED IN THE WESTERN SECTION OF ALBUQUERQUE
 FO1475'ON THE RIO PUERTO BRIDGE APPROXIMATELY 14.73 MILES WEST OF THE
 FO1475'INTERSECTION OF COORS BLVD. AND THE I-40 FREEWAY.
 FO1475'
 FO1475'TO REACH THE STATION FROM THE INTERSECTION OF CENTRAL AND
 FO1475'THE RAILROAD TRACKS (DOWNTOWN ALBUQUERQUE) GO EAST ON CENTRAL
 FO1475'(U.S.66) FOR APPROXIMATELY 0.60 MILE AND TURN NORTH ON I-25
 FO1475'NORTHBOUND RAMP.  TRAVEL NORTH ON I-25 FOR 1.30 MILE AND TAKE THE
 FO1475'I-40 WESTBOUND, CONTINUE WEST FOR APPROXIMATELY 18.93 MILES.  THE
 FO1475'STATION IS THEN LOCATED 25 FT EAST OF THE CENTERLINE OF THE
 FO1475'RIO PUERTO BRIDGE AND 25 FT SOUTH OF THE CENTERLINE OF THE
 FO1475'NORTH FRONTAGE ROAD, AT THE SOUTHEAST CORNER OF THE
 FO1475'INTERSECTION OF THE NORTH FRONTAGE ROAD AND THE RIO PUERTO
 FO1475'BRIDGE.
 FO1475'
 FO1475'THE MONUMENT IS A STANDARD STATE HIGHWAY COMMISSION DISK STAMPED
 FO1475'STA. I-40-43A AND IS FLUSH WITH THE ROAD.
 FO1475
 FO1475                          STATION RECOVERY (2005)
 FO1475
 FO1475'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 FO1475'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1474 ***********************************************************************
 FO1474  DESIGNATION -  I40 44
 FO1474  PID         -  FO1474
 FO1474  STATE/COUNTY-  NM/BERNALILLO
 FO1474  USGS QUAD   -  LA MESITA NEGRA (1990)
 FO1474
 FO1474                         *CURRENT SURVEY CONTROL
 FO1474  ___________________________________________________________________
 FO1474* NAD 83(1992)-  35 01 48.26253(N)    106 57 10.49924(W)     ADJUSTED  
 FO1474* NAVD 88     -      1619.6    (meters)    5314.     (feet)  VERTCON   
 FO1474  ___________________________________________________________________
 FO1474  LAPLACE CORR-          -1.49  (seconds)                    DEFLEC99
 FO1474  GEOID HEIGHT-         -21.46  (meters)                     GEOID03
 FO1474
 FO1474  HORZ ORDER  -  SECOND
 FO1474
 FO1474.The horizontal coordinates were established by classical geodetic methods
 FO1474.and adjusted by the National Geodetic Survey in December 1993..
 FO1474
 FO1474.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1474.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1474
 FO1474.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1474
 FO1474.The geoid height was determined by GEOID03.
 FO1474
 FO1474;                    North         East     Units Scale Factor Converg.
 FO1474;SPC NM C     -   447,136.038   435,861.390   MT  0.99995068   -0 24 12.6
 FO1474;SPC NM C     - 1,466,978.82  1,429,988.58   sFT  0.99995068   -0 24 12.6
 FO1474;UTM  13      - 3,878,121.222   321,846.502   MT  0.99999118   -1 07 16.6
 FO1474
 FO1474!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1474!SPC NM C     -   0.99974921  x   0.99995068  =   0.99969990
 FO1474!UTM  13      -   0.99974921  x   0.99999118  =   0.99974039
 FO1474
 FO1474:                Primary Azimuth Mark                     Grid Az
 FO1474:SPC NM C     -  I40 43                                   074 55 30.9
 FO1474:UTM  13      -  I40 43                                   075 38 34.9
 FO1474
 FO1474|---------------------------------------------------------------------|
 FO1474| PID    Reference Object                     Distance      Geod. Az  |
 FO1474|                                                           dddmmss.s |
 FO1474| FO1473 I40 43                              APPROX. 0.7 KM 0743118.3 |
 FO1474|---------------------------------------------------------------------|
 FO1474
 FO1474                          SUPERSEDED SURVEY CONTROL
 FO1474
 FO1474  NAD 83(1986)-  35 01 48.26680(N)    106 57 10.50040(W) AD(       ) 2
 FO1474  NAD 27      -  35 01 48.10267(N)    106 57 08.38088(W) AD(       ) 2
 FO1474  NGVD 29 (07/19/86) 1618.8    (m)         5311.     (f) VERT ANG       
 FO1474
 FO1474.Superseded values are not recommended for survey control.
 FO1474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1474.See file dsdata.txt to determine how the superseded data were derived.
 FO1474
 FO1474_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU2184778121(NAD 83)
 FO1474_MARKER: Z = SEE DESCRIPTION
 FO1474_SETTING: 0 = UNSPECIFIED SETTING
 FO1474_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FO1474
 FO1474  HISTORY     - Date     Condition        Report By
 FO1474  HISTORY     - 1970     MONUMENTED       NMHD
 FO1474  HISTORY     - 20051105 MARK NOT FOUND   GEOCAC
 FO1474
 FO1474                          STATION DESCRIPTION
 FO1474
 FO1474'DESCRIBED BY NM HIGHWAY DEPT 1970 (REC)
 FO1474'THE STATION IS LOCATED IN THE WESTERN SECTION OF ALBUQUERQUE ON THE
 FO1474'SOUTH FRONTAGE ROAD OF I-40 APPROXIMATELY 15.03 MILES WEST OF THE
 FO1474'INTERSECTION OF COORS BLVD. AND THE I-40 FREEWAY.
 FO1474'
 FO1474'TO REACH THE STATION FROM THE INTERSECTION OF CENTRAL AND THE
 FO1474'RAILROAD TRACKS (DOWNTOWN ALBUQUERQUE) GO EAST ON CENTRAL
 FO1474'(U.S.66) FOR APPROXIMATELY 0.60 MILE AND TURN NORTH ON I-25
 FO1474'NORTHBOUND RAMP, CONTINUE FOR 1.30 MILE AND TAKE THE I-40
 FO1474'WESTBOUND RAMP, CONTINUE WEST FOR APPROXIMATELY 19.23 MILES.  THE
 FO1474'STATION IS THEN LOCATED 30 FT SOUTH OF THE CENTER OF FRONTAGE
 FO1474'ROAD.
 FO1474'
 FO1474'THE MONUMENT IS A RIGHT OF WAY MARKER STA. I-40-44 (464 49.44)
 FO1474
 FO1474                          STATION RECOVERY (2005)
 FO1474
 FO1474'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 FO1474'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1472 ***********************************************************************
 FO1472  DESIGNATION -  I40 44A
 FO1472  PID         -  FO1472
 FO1472  STATE/COUNTY-  NM/BERNALILLO
 FO1472  USGS QUAD   -  LA MESITA NEGRA (1990)
 FO1472
 FO1472                         *CURRENT SURVEY CONTROL
 FO1472  ___________________________________________________________________
 FO1472* NAD 83(1992)-  35 01 47.62254(N)    106 57 30.93953(W)     ADJUSTED  
 FO1472* NAVD 88     -      1621.1    (meters)    5319.     (feet)  VERTCON   
 FO1472  ___________________________________________________________________
 FO1472  LAPLACE CORR-          -1.67  (seconds)                    DEFLEC99
 FO1472  GEOID HEIGHT-         -21.45  (meters)                     GEOID03
 FO1472
 FO1472  HORZ ORDER  -  SECOND
 FO1472
 FO1472.The horizontal coordinates were established by classical geodetic methods
 FO1472.and adjusted by the National Geodetic Survey in December 1993..
 FO1472
 FO1472.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1472.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1472
 FO1472.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1472
 FO1472.The geoid height was determined by GEOID03.
 FO1472
 FO1472;                    North         East     Units Scale Factor Converg.
 FO1472;SPC NM C     -   447,119.980   435,343.157   MT  0.99995151   -0 24 24.3
 FO1472;SPC NM C     - 1,466,926.13  1,428,288.34   sFT  0.99995151   -0 24 24.3
 FO1472;UTM  13      - 3,878,111.658   321,328.087   MT  0.99999346   -1 07 28.3
 FO1472
 FO1472!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1472!SPC NM C     -   0.99974897  x   0.99995151  =   0.99970049
 FO1472!UTM  13      -   0.99974897  x   0.99999346  =   0.99974243
 FO1472
 FO1472:                Primary Azimuth Mark                     Grid Az
 FO1472:SPC NM C     -  I40 45                                   249 18 42.7
 FO1472:UTM  13      -  I40 45                                   250 01 46.7
 FO1472
 FO1472|---------------------------------------------------------------------|
 FO1472| PID    Reference Object                     Distance      Geod. Az  |
 FO1472|                                                           dddmmss.s |
 FO1472| FO1471 I40 45                              APPROX. 1.3 KM 2485418.4 |
 FO1472|---------------------------------------------------------------------|
 FO1472
 FO1472                          SUPERSEDED SURVEY CONTROL
 FO1472
 FO1472  NAD 83(1986)-  35 01 47.62677(N)    106 57 30.94070(W) AD(       ) 2
 FO1472  NAD 27      -  35 01 47.46241(N)    106 57 28.82071(W) AD(       ) 2
 FO1472  NGVD 29 (07/19/86) 1620.3    (m)         5316.     (f) VERT ANG       
 FO1472
 FO1472.Superseded values are not recommended for survey control.
 FO1472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1472.See file dsdata.txt to determine how the superseded data were derived.
 FO1472
 FO1472_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU2132878112(NAD 83)
 FO1472_MARKER: DD = SURVEY DISK
 FO1472_SETTING: 0 = UNSPECIFIED SETTING
 FO1472_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FO1472
 FO1472  HISTORY     - Date     Condition        Report By
 FO1472  HISTORY     - 1970     MONUMENTED       NMHD
 FO1472
 FO1472                          STATION DESCRIPTION
 FO1472
 FO1472'DESCRIBED BY NM HIGHWAY DEPT 1970 (REC)
 FO1472'THE STATION IS LOCATED IN THE WESTERN SECTION OF ALBUQUERQUE
 FO1472'ON THE NORTH FRONTAGE ROAD APPROXIMATELY 15.51 MILES WEST OF
 FO1472'THE INTERSECTION OF COORS BLVD. AND THE I-40 FREEWAY.
 FO1472'
 FO1472'TO REACH THE STATION FROM THE INTERSECTION OF CENTRAL AND THE
 FO1472'RAILROAD TRACKS (DOWNTOWN ALBUQUERQUE) GO EAST ON CENTRAL
 FO1472'(U.S.66) FOR APPROXIMATELY 0.60 MILE AND TURN NORTH ON I-25
 FO1472'NORTHBOUND RAMP.  TRAVEL NORTH ON I-25 FOR 1.30 MILE AND TAKE
 FO1472'THE I-40 WESTBOUND RAMP, CONTINUE WEST FOR APPROXIMATELY 19.71
 FO1472'MILES.  THE STATION IS THEN LOCATED 75 FT NORTH OF THE CENTER
 FO1472'OF THE FRONTAGE ROAD, BETWEEN TWO EXISTING GUARD POLES.
 FO1472'
 FO1472'THE MONUMENT IS A STANDARD STATE HIGHWAY COMMISSION DISK STAMPED
 FO1472'STA. I-40-44A AND IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1471 ***********************************************************************
 FO1471  DESIGNATION -  I40 45
 FO1471  PID         -  FO1471
 FO1471  STATE/COUNTY-  NM/BERNALILLO
 FO1471  USGS QUAD   -  LA MESITA NEGRA (1990)
 FO1471
 FO1471                         *CURRENT SURVEY CONTROL
 FO1471  ___________________________________________________________________
 FO1471* NAD 83(1992)-  35 01 32.26437(N)    106 58 19.32933(W)     ADJUSTED  
 FO1471* NAVD 88     -      1658.0    (meters)    5440.     (feet)  VERTCON   
 FO1471  ___________________________________________________________________
 FO1471  LAPLACE CORR-          -1.99  (seconds)                    DEFLEC99
 FO1471  GEOID HEIGHT-         -21.45  (meters)                     GEOID03
 FO1471
 FO1471  HORZ ORDER  -  SECOND
 FO1471
 FO1471.The horizontal coordinates were established by classical geodetic methods
 FO1471.and adjusted by the National Geodetic Survey in December 1993..
 FO1471
 FO1471.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1471.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1471
 FO1471.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1471
 FO1471.The geoid height was determined by GEOID03.
 FO1471
 FO1471;                    North         East     Units Scale Factor Converg.
 FO1471;SPC NM C     -   446,655.513   434,113.209   MT  0.99995348   -0 24 51.9
 FO1471;SPC NM C     - 1,465,402.30  1,424,253.09   sFT  0.99995348   -0 24 51.9
 FO1471;UTM  13      - 3,877,662.614   320,092.364   MT  0.99999892   -1 07 55.7
 FO1471
 FO1471!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1471!SPC NM C     -   0.99974318  x   0.99995348  =   0.99969667
 FO1471!UTM  13      -   0.99974318  x   0.99999892  =   0.99974210
 FO1471
 FO1471:                Primary Azimuth Mark                     Grid Az
 FO1471:SPC NM C     -  I40 44A                                  069 18 42.5
 FO1471:UTM  13      -  I40 44A                                  070 01 46.3
 FO1471
 FO1471|---------------------------------------------------------------------|
 FO1471| PID    Reference Object                     Distance      Geod. Az  |
 FO1471|                                                           dddmmss.s |
 FO1471| FO1472 I40 44A                             APPROX. 1.3 KM 0685350.6 |
 FO1471|---------------------------------------------------------------------|
 FO1471
 FO1471                          SUPERSEDED SURVEY CONTROL
 FO1471
 FO1471  NAD 83(1986)-  35 01 32.26853(N)    106 58 19.33046(W) AD(       ) 2
 FO1471  NAD 27      -  35 01 32.10405(N)    106 58 17.20935(W) AD(       ) 2
 FO1471  NGVD 29 (07/19/86) 1657.2    (m)         5437.     (f) VERT ANG       
 FO1471
 FO1471.Superseded values are not recommended for survey control.
 FO1471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1471.See file dsdata.txt to determine how the superseded data were derived.
 FO1471
 FO1471_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU2009277663(NAD 83)
 FO1471_MARKER: DD = SURVEY DISK
 FO1471_SETTING: 0 = UNSPECIFIED SETTING
 FO1471_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FO1471
 FO1471  HISTORY     - Date     Condition        Report By
 FO1471  HISTORY     - 1970     MONUMENTED       NMHD
 FO1471
 FO1471                          STATION DESCRIPTION
 FO1471
 FO1471'DESCRIBED BY NM HIGHWAY DEPT 1970 (REC)
 FO1471'THE STATION IS LOCATED IN THE WESTERN SECTION OF ALBUQUERQUE
 FO1471'ON THE SOUTH FRONTAGE ROAD OF I-40 APPROXIMATELY 16.15 MILES WEST
 FO1471'OF THE INTERSECTION OF COORS BLVD. AND THE INTERSTATE 40 FREEWAY.
 FO1471'
 FO1471'TO REACH THE STATION FROM THE INTERSECTION OF CENTRAL AND THE
 FO1471'RAILROAD TRACKS (DOWNTOWN ALBUQUERQUE) GO EAST ON CENTRAL
 FO1471'(U.S.66) FOR APPROXIMATELY 0.60 MILES AND TURN NORTH ON I-25
 FO1471'NORTHBOUND RAMP, CONTINUE FOR 1.30 MILE AND TAKE THE I-40
 FO1471'WESTBOUND RAMP, CONTINUE WEST FOR APPROXIMATELY 20.35 MILES.  THE
 FO1471'STATION IS THEN LOCATED 50 FT SOUTH OF THE CENTER OF THE
 FO1471'FRONTAGE ROAD.
 FO1471'
 FO1471'THE MONUMENT IS A STANDARD STATE HIGHWAY COMMISSION DISK
 FO1471'STAMPED STA. I-40-45 AND IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1470 ***********************************************************************
 FO1470  DESIGNATION -  I40 46
 FO1470  PID         -  FO1470
 FO1470  STATE/COUNTY-  NM/BERNALILLO
 FO1470  USGS QUAD   -  LA MESITA NEGRA (1990)
 FO1470
 FO1470                         *CURRENT SURVEY CONTROL
 FO1470  ___________________________________________________________________
 FO1470* NAD 83(1992)-  35 01 28.65496(N)    106 58 37.46272(W)     ADJUSTED  
 FO1470* NAVD 88     -      1684.6    (meters)    5527.     (feet)  VERTCON   
 FO1470  ___________________________________________________________________
 FO1470  LAPLACE CORR-          -2.06  (seconds)                    DEFLEC99
 FO1470  GEOID HEIGHT-         -21.45  (meters)                     GEOID03
 FO1470
 FO1470  HORZ ORDER  -  SECOND
 FO1470
 FO1470.The horizontal coordinates were established by classical geodetic methods
 FO1470.and adjusted by the National Geodetic Survey in December 1993..
 FO1470
 FO1470.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1470.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1470
 FO1470.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1470
 FO1470.The geoid height was determined by GEOID03.
 FO1470
 FO1470;                    North         East     Units Scale Factor Converg.
 FO1470;SPC NM C     -   446,547.626   433,652.753   MT  0.99995423   -0 25 02.3
 FO1470;SPC NM C     - 1,465,048.34  1,422,742.41   sFT  0.99995423   -0 25 02.3
 FO1470;UTM  13      - 3,877,560.499   319,630.571   MT  1.00000097   -1 08 06.0
 FO1470
 FO1470!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1470!SPC NM C     -   0.99973901  x   0.99995423  =   0.99969325
 FO1470!UTM  13      -   0.99973901  x   1.00000097  =   0.99973998
 FO1470
 FO1470:                Primary Azimuth Mark                     Grid Az
 FO1470:SPC NM C     -  ARROW                                    007 54 55.2
 FO1470:UTM  13      -  ARROW                                    008 37 58.9
 FO1470
 FO1470|---------------------------------------------------------------------|
 FO1470| PID    Reference Object                     Distance      Geod. Az  |
 FO1470|                                                           dddmmss.s |
 FO1470| FO0836 ARROW                               APPROX. 0.7 KM 0072952.9 |
 FO1470| FO1469 I40 47                              181.248 METERS 25433     |
 FO1470|---------------------------------------------------------------------|
 FO1470
 FO1470                          SUPERSEDED SURVEY CONTROL
 FO1470
 FO1470  NAD 83(1986)-  35 01 28.65911(N)    106 58 37.46392(W) AD(       ) 2
 FO1470  NAD 27      -  35 01 28.49375(N)    106 58 35.34297(W) AD(       ) 2
 FO1470  NGVD 29 (07/19/86) 1683.8    (m)         5524.     (f) VERT ANG       
 FO1470
 FO1470.Superseded values are not recommended for survey control.
 FO1470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1470.See file dsdata.txt to determine how the superseded data were derived.
 FO1470
 FO1470_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU1963177560(NAD 83)
 FO1470_MARKER: DD = SURVEY DISK
 FO1470_SETTING: 0 = UNSPECIFIED SETTING
 FO1470_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FO1470
 FO1470  HISTORY     - Date     Condition        Report By
 FO1470  HISTORY     - 1970     MONUMENTED       NMHD
 FO1470
 FO1470                          STATION DESCRIPTION
 FO1470
 FO1470'DESCRIBED BY NM HIGHWAY DEPT 1970 (REC)
 FO1470'THE STATION IS LOCATED IN THE WESTERN SECTION OF ALBUQUERQUE
 FO1470'ON I-40 APPROXIMATELY 16.44 MILES WEST OF THE INTERSECTION OF
 FO1470'COORS BLVD. AND THE INTERSTATE 40 FREEWAY.
 FO1470'
 FO1470'TO REACH THE STATION FROM THE INTERSECTION OF CENTRAL AND THE
 FO1470'RAILROAD TRACKS (DOWNTOWN ALBUQUERQUE) GO EAST ON CENTRAL
 FO1470'(U.S.66) FOR APPROXIMATELY 0.60 MILES AND TURN NORTH ON I-25
 FO1470'NORTHBOUND RAMP, CONTINUE FOR 1.30 MILE AND TAKE THE I-40
 FO1470'WESTBOUND RAMP, CONTINUE WEST FOR APPROXIMATELY 20.64 MILES.  THE
 FO1470'STATION IS THEN LOCATED 150 FT SOUTH OF THE I-40 MEDIAN.
 FO1470'
 FO1470'THE MONUMENT IS A STANDARD STATE HIGHWAY COMMISSION DISK
 FO1470'STAMPED STA. I-40-46 AND IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1469 ***********************************************************************
 FO1469  DESIGNATION -  I40 47
 FO1469  PID         -  FO1469
 FO1469  STATE/COUNTY-  NM/BERNALILLO
 FO1469  USGS QUAD   -  LA MESITA NEGRA (1990)
 FO1469
 FO1469                         *CURRENT SURVEY CONTROL
 FO1469  ___________________________________________________________________
 FO1469* NAD 83(1992)-  35 01 27.08801(N)    106 58 44.35404(W)     ADJUSTED  
 FO1469* NAVD 88     -      1684.6    (meters)    5527.     (feet)  VERTCON   
 FO1469  ___________________________________________________________________
 FO1469  LAPLACE CORR-          -2.10  (seconds)                    DEFLEC99
 FO1469  GEOID HEIGHT-         -21.44  (meters)                     GEOID03
 FO1469
 FO1469  HORZ ORDER  -  SECOND
 FO1469
 FO1469.The horizontal coordinates were established by classical geodetic methods
 FO1469.and adjusted by the National Geodetic Survey in December 1993..
 FO1469
 FO1469.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1469.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1469
 FO1469.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1469
 FO1469.The geoid height was determined by GEOID03.
 FO1469
 FO1469;                    North         East     Units Scale Factor Converg.
 FO1469;SPC NM C     -   446,500.615   433,477.716   MT  0.99995452   -0 25 06.2
 FO1469;SPC NM C     - 1,464,894.10  1,422,168.14   sFT  0.99995452   -0 25 06.2
 FO1469;UTM  13      - 3,877,515.682   319,454.951   MT  1.00000175   -1 08 09.9
 FO1469
 FO1469!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1469!SPC NM C     -   0.99973901  x   0.99995452  =   0.99969354
 FO1469!UTM  13      -   0.99973901  x   1.00000175  =   0.99974076
 FO1469
 FO1469|---------------------------------------------------------------------|
 FO1469| PID    Reference Object                     Distance      Geod. Az  |
 FO1469|                                                           dddmmss.s |
 FO1469| FO1470 I40 46                              181.248 METERS 07433     |
 FO1469| FO1468 I40 48                              APPROX. 1.3 KM 2543251.1 |
 FO1469|---------------------------------------------------------------------|
 FO1469
 FO1469                          SUPERSEDED SURVEY CONTROL
 FO1469
 FO1469  NAD 83(1986)-  35 01 27.09215(N)    106 58 44.35523(W) AD(       ) 2
 FO1469  NAD 27      -  35 01 26.92674(N)    106 58 42.23402(W) AD(       ) 2
 FO1469  NGVD 29 (07/19/86) 1683.8    (m)         5524.     (f) VERT ANG       
 FO1469
 FO1469.Superseded values are not recommended for survey control.
 FO1469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1469.See file dsdata.txt to determine how the superseded data were derived.
 FO1469
 FO1469_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU1945577516(NAD 83)
 FO1469_MARKER: DD = SURVEY DISK
 FO1469_SETTING: 0 = UNSPECIFIED SETTING
 FO1469_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FO1469
 FO1469  HISTORY     - Date     Condition        Report By
 FO1469  HISTORY     - 1970     MONUMENTED       NMHD
 FO1469
 FO1469                          STATION DESCRIPTION
 FO1469
 FO1469'DESCRIBED BY NM HIGHWAY DEPT 1970 (REC)
 FO1469'THE STATION IS LOCATED IN THE WESTERN SECTION OF ALBUQUERQUE
 FO1469'ON I-40 APPROXIMATELY 16.55 MILES WEST OF THE INTERSECTION OF
 FO1469'COORS BLVD. AND THE I-40 FREEWAY.
 FO1469'
 FO1469'TO REACH THE STATION FROM THE INTERSECTION OF CENTRAL AND THE
 FO1469'RAILROAD TRACKS (DOWNTOWN ALBUQUERQUE) GO EAST ON CENTRAL
 FO1469'(U.S.66) FOR APPROXIMATELY 0.60 MILES AND TURN NORTH ON I-25
 FO1469'NORTHBOUND RAMP, CONTINUE FOR 1.30 MILE AND TAKE THE I-40
 FO1469'WESTBOUND RAMP, CONTINUE WEST FOR APPROXIMATELY 20.75 MILES.  THE
 FO1469'STATION IS THEN LOCATED 150 FT SOUTH OF THE I-40 MEDIAN, BETWEEN
 FO1469'TWO EXISTING GUARD POLES.
 FO1469'
 FO1469'THE MONUMENT IS A STANDARD STATE HIGHWAY COMMISSION DISK STAMPED
 FO1469'STA. I-40-47 AND IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1468 ***********************************************************************
 FO1468  DESIGNATION -  I40 48
 FO1468  PID         -  FO1468
 FO1468  STATE/COUNTY-  NM/BERNALILLO
 FO1468  USGS QUAD   -  LA MESITA NEGRA (1990)
 FO1468
 FO1468                         *CURRENT SURVEY CONTROL
 FO1468  ___________________________________________________________________
 FO1468* NAD 83(1992)-  35 01 15.51781(N)    106 59 35.22040(W)     ADJUSTED  
 FO1468* NAVD 88     -      1664.5    (meters)    5461.     (feet)  VERTCON   
 FO1468  ___________________________________________________________________
 FO1468  LAPLACE CORR-          -2.30  (seconds)                    DEFLEC99
 FO1468  GEOID HEIGHT-         -21.43  (meters)                     GEOID03
 FO1468
 FO1468  HORZ ORDER  -  SECOND
 FO1468
 FO1468.The horizontal coordinates were established by classical geodetic methods
 FO1468.and adjusted by the National Geodetic Survey in December 1993..
 FO1468
 FO1468.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1468.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1468
 FO1468.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1468
 FO1468.The geoid height was determined by GEOID03.
 FO1468
 FO1468;                    North         East     Units Scale Factor Converg.
 FO1468;SPC NM C     -   446,153.589   432,185.674   MT  0.99995666   -0 25 35.3
 FO1468;SPC NM C     - 1,463,755.57  1,417,929.17   sFT  0.99995666   -0 25 35.3
 FO1468;SPC NM W     -   446,231.295   906,676.808   MT  0.99998910   +0 28 55.9
 FO1468;SPC NM W     - 1,464,010.51  2,974,655.49   sFT  0.99998910   +0 28 55.9
 FO1468;UTM  13      - 3,877,184.850   318,158.600   MT  1.00000754   -1 08 38.8
 FO1468
 FO1468!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1468!SPC NM C     -   0.99974216  x   0.99995666  =   0.99969883
 FO1468!SPC NM W     -   0.99974216  x   0.99998910  =   0.99973126
 FO1468!UTM  13      -   0.99974216  x   1.00000754  =   0.99974969
 FO1468
 FO1468|---------------------------------------------------------------------|
 FO1468| PID    Reference Object                     Distance      Geod. Az  |
 FO1468|                                                           dddmmss.s |
 FO1468| FO1467 I40 49                              308.689 METERS 25432     |
 FO1468|---------------------------------------------------------------------|
 FO1468
 FO1468                          SUPERSEDED SURVEY CONTROL
 FO1468
 FO1468  NAD 83(1986)-  35 01 15.52189(N)    106 59 35.22154(W) AD(       ) 2
 FO1468  NAD 27      -  35 01 15.35584(N)    106 59 33.09838(W) AD(       ) 2
 FO1468  NGVD 29 (07/19/86) 1663.7    (m)         5458.     (f) VERT ANG       
 FO1468
 FO1468.Superseded values are not recommended for survey control.
 FO1468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1468.See file dsdata.txt to determine how the superseded data were derived.
 FO1468
 FO1468_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU1815977185(NAD 83)
 FO1468_MARKER: DD = SURVEY DISK
 FO1468_SETTING: 0 = UNSPECIFIED SETTING
 FO1468_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FO1468
 FO1468  HISTORY     - Date     Condition        Report By
 FO1468  HISTORY     - 1970     MONUMENTED       NMHD
 FO1468
 FO1468                          STATION DESCRIPTION
 FO1468
 FO1468'DESCRIBED BY NM HIGHWAY DEPT 1970 (REC)
 FO1468'THE STATION IS LOCATED IN THE WESTERN SECTION OF ALBUQUERQUE
 FO1468'ON I-40 APPROXIMATELY 17.38 MILES WEST OF THE INTERSECTION OF
 FO1468'COORS BLVD. AND THE I-40 FREEWAY.
 FO1468'
 FO1468'TO REACH THE STATION FROM THE INTERSECTION OF CENTRAL AND THE
 FO1468'RAILROAD TRACKS (DOWNTOWN ALBUQUERQUE) GO EAST ON CENTRAL
 FO1468'(U.S.66) FOR APPROXIMATELY 0.60 MILE AND TURN NORTH ON I-25
 FO1468'NORTHBOUND RAMP.  TRAVEL NORTH ON I-25 FOR 1.30 MILE AND TAKE THE
 FO1468'I-40 WESTBOUND RAMP.  AFTER ENTERING I-40 WESTBOUND, CONTINUE
 FO1468'WEST FOR APPROXIMATELY 21.58 MILES.  THE STATION IS THEN LOCATED
 FO1468'150 FT SOUTH OF THE CENTER OF MEDIAN AT THIS POINT.  THE
 FO1468'MONUMENT IS BETWEEN TWO EXISTING GUARD POLES.
 FO1468'
 FO1468'THE MONUMENT IS A STANDARD STATE HIGHWAY COMMISSION DISK STAMPED
 FO1468'STA. I-40-48 AND IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1467 ***********************************************************************
 FO1467  DESIGNATION -  I40 49
 FO1467  PID         -  FO1467
 FO1467  STATE/COUNTY-  NM/BERNALILLO
 FO1467  USGS QUAD   -  LA MESITA NEGRA (1990)
 FO1467
 FO1467                         *CURRENT SURVEY CONTROL
 FO1467  ___________________________________________________________________
 FO1467* NAD 83(1992)-  35 01 12.84758(N)    106 59 46.95617(W)     ADJUSTED  
 FO1467* NAVD 88     -      1646.7    (meters)    5403.     (feet)  VERTCON   
 FO1467  ___________________________________________________________________
 FO1467  LAPLACE CORR-          -2.35  (seconds)                    DEFLEC99
 FO1467  GEOID HEIGHT-         -21.43  (meters)                     GEOID03
 FO1467
 FO1467  HORZ ORDER  -  SECOND
 FO1467
 FO1467.The horizontal coordinates were established by classical geodetic methods
 FO1467.and adjusted by the National Geodetic Survey in December 1993..
 FO1467
 FO1467.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1467.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1467
 FO1467.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1467
 FO1467.The geoid height was determined by GEOID03.
 FO1467
 FO1467;                    North         East     Units Scale Factor Converg.
 FO1467;SPC NM C     -   446,073.526   431,887.562   MT  0.99995716   -0 25 42.0
 FO1467;SPC NM C     - 1,463,492.89  1,416,951.11   sFT  0.99995716   -0 25 42.0
 FO1467;SPC NM W     -   446,146.512   906,379.994   MT  0.99998854   +0 28 49.2
 FO1467;SPC NM W     - 1,463,732.35  2,973,681.70   sFT  0.99998854   +0 28 49.2
 FO1467;UTM  13      - 3,877,108.523   317,859.493   MT  1.00000888   -1 08 45.5
 FO1467
 FO1467!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1467!SPC NM C     -   0.99974495  x   0.99995716  =   0.99970212
 FO1467!SPC NM W     -   0.99974495  x   0.99998854  =   0.99973349
 FO1467!UTM  13      -   0.99974495  x   1.00000888  =   0.99975383
 FO1467
 FO1467|---------------------------------------------------------------------|
 FO1467| PID    Reference Object                     Distance      Geod. Az  |
 FO1467|                                                           dddmmss.s |
 FO1467| FO1468 I40 48                              308.689 METERS 07432     |
 FO1467| FO1584 I40 50                              APPROX. 1.4 KM 2491228.2 |
 FO1467|---------------------------------------------------------------------|
 FO1467
 FO1467                          SUPERSEDED SURVEY CONTROL
 FO1467
 FO1467  NAD 83(1986)-  35 01 12.85165(N)    106 59 46.95731(W) AD(       ) 2
 FO1467  NAD 27      -  35 01 12.68560(N)    106 59 44.83340(W) AD(       ) 2
 FO1467  NGVD 29 (07/19/86) 1645.9    (m)         5400.     (f) VERT ANG       
 FO1467
 FO1467.Superseded values are not recommended for survey control.
 FO1467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1467.See file dsdata.txt to determine how the superseded data were derived.
 FO1467
 FO1467_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU1785977109(NAD 83)
 FO1467_MARKER: DD = SURVEY DISK
 FO1467_SETTING: 0 = UNSPECIFIED SETTING
 FO1467_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FO1467
 FO1467  HISTORY     - Date     Condition        Report By
 FO1467  HISTORY     - 1970     MONUMENTED       NMHD
 FO1467
 FO1467                          STATION DESCRIPTION
 FO1467
 FO1467'DESCRIBED BY NM HIGHWAY DEPT 1970 (REC)
 FO1467'THE STATION IS LOCATED IN THE WESTERN SECTION OF ALBUQUERQUE
 FO1467'ON I-40 APPROXIMATELY 17.57 MILES WEST OF THE INTERSECTION OF
 FO1467'COORS BLVD. AND THE I-40 FREEWAY.
 FO1467'
 FO1467'TO REACH THE STATION FROM THE INTERSECTION OF CENTRAL AND THE
 FO1467'RAILROAD TRACKS (DOWNTOWN ALBUQUERQUE) GO EAST ON CENTRAL
 FO1467'(U.S.66) FOR APPROXIMATELY 0.60 MILE AND TURN NORTH ON I-25
 FO1467'NORTHBOUND RAMP.  TRAVEL NORTH ON I-25 FOR 1.30 MILE AND TAKE
 FO1467'THE I-40 WEST BOUND RAMP.  AFTER ENTERING I-40 WESTBOUND,
 FO1467'CONTINUE WEST FOR APPROXIMATELY 21.77 MILES.  THE STATION IS THEN
 FO1467'LOCATED 150 FT SOUTHERLY OF CENTER OF MEDIAN AT THIS POINT.
 FO1467'THE MONUMENT IS BETWEEN TWO EXISTING GUARD POLES.
 FO1467'
 FO1467'THE MONUMENT IS A STANDARD STATE HIGHWAY COMMISSION DISK STAMPED
 FO1467'STA. I-40-49 AND IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1193 ***********************************************************************
 FO1193  DESIGNATION -  I40 5
 FO1193  PID         -  FO1193
 FO1193  STATE/COUNTY-  NM/BERNALILLO
 FO1193  USGS QUAD   -  ALBUQUERQUE EAST (1990)
 FO1193
 FO1193                         *CURRENT SURVEY CONTROL
 FO1193  ___________________________________________________________________
 FO1193* NAD 83(1992)-  35 05 26.12051(N)    106 33 02.39402(W)     ADJUSTED  
 FO1193* NAVD 88     -      1635.49   (+/-2cm)    5365.8    (feet)  VERTCON   
 FO1193  ___________________________________________________________________
 FO1193  LAPLACE CORR-          11.50  (seconds)                    DEFLEC99
 FO1193  GEOID HEIGHT-         -20.77  (meters)                     GEOID03
 FO1193
 FO1193  HORZ ORDER  -  SECOND
 FO1193  VERT ORDER  -  THIRD ? (See Below)
 FO1193
 FO1193.The horizontal coordinates were established by classical geodetic methods
 FO1193.and adjusted by the National Geodetic Survey in December 1993..
 FO1193
 FO1193.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1193.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1193.The vertical order pertains to the NGVD 29 superseded value.
 FO1193
 FO1193.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1193
 FO1193.The geoid height was determined by GEOID03.
 FO1193
 FO1193;                    North         East     Units Scale Factor Converg.
 FO1193;SPC NM C     -   453,664.636   472,585.824   MT  0.99990926   -0 10 22.2
 FO1193;SPC NM C     - 1,488,398.06  1,550,475.32   sFT  0.99990926   -0 10 22.2
 FO1193;UTM  13      - 3,884,188.873   358,649.476   MT  0.99984624   -0 53 29.7
 FO1193
 FO1193!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1193!SPC NM C     -   0.99974661  x   0.99990926  =   0.99965589
 FO1193!UTM  13      -   0.99974661  x   0.99984624  =   0.99959289
 FO1193
 FO1193:                Primary Azimuth Mark                     Grid Az
 FO1193:SPC NM C     -  I40 6                                    290 46 27.1
 FO1193:UTM  13      -  I40 6                                    291 29 34.6
 FO1193
 FO1193|---------------------------------------------------------------------|
 FO1193| PID    Reference Object                     Distance      Geod. Az  |
 FO1193|                                                           dddmmss.s |
 FO1193| FO1226 I40 6                               APPROX. 0.9 KM 2903604.9 |
 FO1193|---------------------------------------------------------------------|
 FO1193
 FO1193                          SUPERSEDED SURVEY CONTROL
 FO1193
 FO1193  NAD 83(1986)-  35 05 26.12635(N)    106 33 02.39511(W) AD(       ) 2
 FO1193  NAD 27      -  35 05 25.95832(N)    106 33 00.31082(W) AD(       ) 2
 FO1193  NGVD 29 (07/19/86) 1634.66   (m)         5363.0    (f) LEVELING    3  
 FO1193
 FO1193.Superseded values are not recommended for survey control.
 FO1193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1193.See file dsdata.txt to determine how the superseded data were derived.
 FO1193
 FO1193_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU5864984189(NAD 83)
 FO1193_MARKER: DD = SURVEY DISK
 FO1193_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FO1193_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FO1193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO1193+STABILITY: SURFACE MOTION
 FO1193
 FO1193  HISTORY     - Date     Condition        Report By
 FO1193  HISTORY     - 1969     MONUMENTED       NMHD
 FO1193  HISTORY     - 20030805 MARK NOT FOUND   USPSQD
 FO1193  HISTORY     - 20041219 MARK NOT FOUND   GEOCAC
 FO1193
 FO1193                          STATION DESCRIPTION
 FO1193
 FO1193'DESCRIBED BY NM HIGHWAY DEPT 1969 (SRC)
 FO1193'THE STATION IS LOCATED ON THE BRIDGE OVER THE FREEWAY ON
 FO1193'WYOMING BLVD. APPROXIMATELY 1.1 MILE NORTH OF THE INTERSECTION
 FO1193'OF CENTRAL AVE. AND WYOMING BLVD.
 FO1193'
 FO1193'TO REACH THE STATION FROM THE INTERSECTION OF CENTRAL AVE.
 FO1193'AND THE RAILROAD TRACKS (DOWNTOWN ALBUQUERQUE), GO EAST ON
 FO1193'CENTRAL AVE. (U.S.-66) A DISTANCE OF APPROXIMATELY 5.6 MILES
 FO1193'TO THE INTERSECTION OF CENTRAL AVE. AND WYOMING BLVD., TURN
 FO1193'NORTH ON TO WYOMING BLVD AND CONTINUE NORTH A DISTANCE OF
 FO1193'APPROXIMATELY 1.1 MILE TO THE BRIDGE OVER THE FREEWAY.
 FO1193'
 FO1193'THE MONUMENT IS AT THE NORTH END OF THE BRIDGE IN THE MEDIAN
 FO1193'BETWEEN THE NORTH AND SOUTH-BOUND LANES, APPROXIMATELY 2 FT
 FO1193'NORTH OF THE CONCRETE APRON OF THE BRIDGE EMBANKMENT.
 FO1193'
 FO1193'THE MONUMENT IS A STANDARD STATE HIGHWAY COMMISSION DISK
 FO1193'STAMPED STA-I-40-5, AND IS FLUSH WITH THE GROUND.
 FO1193'
 FO1193'FOR INFORMATION TO STATIONS I-40-4 AND I-40-6, SEE THE TRAVERSE
 FO1193'DESCRITPIONS SHEETS FOR I-40-4 AND I-40-6.
 FO1193
 FO1193                          STATION RECOVERY (2003)
 FO1193
 FO1193'RECOVERY NOTE BY US POWER SQUADRON 2003 (AFA)
 FO1193'IT APPEARS THAT THE MARK HAS BEEN COVERED OVER WITH DECORATIVE
 FO1193'CONCRETE.
 FO1193
 FO1193                          STATION RECOVERY (2004)
 FO1193
 FO1193'RECOVERY NOTE BY GEOCACHING 2004 (BMC)
 FO1193'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1584 ***********************************************************************
 FO1584  DESIGNATION -  I40 50
 FO1584  PID         -  FO1584
 FO1584  STATE/COUNTY-  NM/BERNALILLO
 FO1584  USGS QUAD   -  CANONCITO SCHOOL (1971)
 FO1584
 FO1584                         *CURRENT SURVEY CONTROL
 FO1584  ___________________________________________________________________
 FO1584* NAD 83(1992)-  35 00 56.35891(N)    107 00 39.72920(W)     ADJUSTED  
 FO1584* NAVD 88     -      1665.2    (meters)    5463.     (feet)  VERTCON   
 FO1584  ___________________________________________________________________
 FO1584  LAPLACE CORR-          -2.61  (seconds)                    DEFLEC99
 FO1584  GEOID HEIGHT-         -21.41  (meters)                     GEOID03
 FO1584
 FO1584  HORZ ORDER  -  SECOND
 FO1584
 FO1584.The horizontal coordinates were established by classical geodetic methods
 FO1584.and adjusted by the National Geodetic Survey in December 1993..
 FO1584
 FO1584.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1584.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1584
 FO1584.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1584
 FO1584.The geoid height was determined by GEOID03.
 FO1584
 FO1584;                    North         East     Units Scale Factor Converg.
 FO1584;SPC NM C     -   445,575.531   430,545.904   MT  0.99995943   -0 26 12.1
 FO1584;SPC NM C     - 1,461,859.05  1,412,549.35   sFT  0.99995943   -0 26 12.1
 FO1584;SPC NM W     -   445,627.289   905,046.362   MT  0.99998605   +0 28 18.7
 FO1584;SPC NM W     - 1,462,028.86  2,969,306.27   sFT  0.99998605   +0 28 18.7
 FO1584;UTM  13      - 3,876,627.344   316,511.631   MT  1.00001496   -1 09 15.3
 FO1584
 FO1584!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1584!SPC NM C     -   0.99974204  x   0.99995943  =   0.99970148
 FO1584!SPC NM W     -   0.99974204  x   0.99998605  =   0.99972810
 FO1584!UTM  13      -   0.99974204  x   1.00001496  =   0.99975700
 FO1584
 FO1584:                Primary Azimuth Mark                     Grid Az
 FO1584:SPC NM C     -  BM 37 CAH                                248 55 32.5
 FO1584:SPC NM W     -  BM 37 CAH                                248 01 01.7
 FO1584:UTM  13      -  BM 37 CAH                                249 38 35.7
 FO1584
 FO1584|---------------------------------------------------------------------|
 FO1584| PID    Reference Object                     Distance      Geod. Az  |
 FO1584|                                                           dddmmss.s |
 FO1584| FO1585 BM 37 CAH                           APPROX. 1.4 KM 2482920.4 |
 FO1584|---------------------------------------------------------------------|
 FO1584
 FO1584                          SUPERSEDED SURVEY CONTROL
 FO1584
 FO1584  NAD 83(1986)-  35 00 56.36292(N)    107 00 39.73031(W) AD(       ) 2
 FO1584  NAD 27      -  35 00 56.19680(N)    107 00 37.60482(W) AD(       ) 2
 FO1584  NGVD 29 (07/19/86) 1664.4    (m)         5461.     (f) VERT ANG       
 FO1584
 FO1584.Superseded values are not recommended for survey control.
 FO1584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1584.See file dsdata.txt to determine how the superseded data were derived.
 FO1584
 FO1584_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU1651276627(NAD 83)
 FO1584_MARKER: DD = SURVEY DISK
 FO1584_SETTING: 0 = UNSPECIFIED SETTING
 FO1584_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FO1584
 FO1584  HISTORY     - Date     Condition        Report By
 FO1584  HISTORY     - 1970     MONUMENTED       NMHD
 FO1584  HISTORY     - 1972     GOOD             NGS
 FO1584
 FO1584                          STATION DESCRIPTION
 FO1584
 FO1584'DESCRIBED BY NM HIGHWAY DEPT 1970 (REC)
 FO1584'THE STATION IS LOCATED IN THE WESTERN SECTION OF ALBUQUERQUE ON
 FO1584'I-40 APPROXIMATELY 18.45 MILES WEST OF THE INTERSECTION OF COORS
 FO1584'BLVD. AND THE I-40 FREEWAY.
 FO1584'
 FO1584'TO REACH THE STATION FROM THE INTERSECTION OF CENTRAL AND THE
 FO1584'RAILROAD TRACKS (DOWNTOWN ALBUQUERQUE) GO EAST ON CENTRAL
 FO1584'(U.S.-66) FOR APPROXIMATELY 0.60 MILE AND TURN NORTH ON I-25
 FO1584'NORTHBOUND RAMP.  TRAVEL NORTH ON I-25 FOR 1.30 MILE AND TAKE
 FO1584'THE I-40 WESTBOUND RAMP.  AFTER ENTERING I-40 WESTBOUND, CONTINUE
 FO1584'WEST FOR APPROXIMATELY 22.65 MILES.  THE STATION IS THEN 150 FT
 FO1584'SOUTH OF THE CENTER OF MEDIAN OF I-40 ATOP A HILL.
 FO1584'
 FO1584'THE MONUMENT IS A STANDARD STATE HIGHWAY COMMISSION DISK STAMPED
 FO1584'STA. I-40-50.
 FO1584
 FO1584                          STATION RECOVERY (1972)
 FO1584
 FO1584'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (RGL)
 FO1584'THE STATION WAS RECOVERED AS DESCRIBED IN 1970 AND FOUND IN GOOD
 FO1584'CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0999 ***********************************************************************
 EQ0999  DESIGNATION -  I40 51
 EQ0999  PID         -  EQ0999
 EQ0999  STATE/COUNTY-  NM/VALENCIA
 EQ0999  USGS QUAD   -  SOUTH GARCIA (1971)
 EQ0999
 EQ0999                         *CURRENT SURVEY CONTROL
 EQ0999  ___________________________________________________________________
 EQ0999* NAD 83(1992)-  34 59 59.45132(N)    107 03 49.91902(W)     ADJUSTED  
 EQ0999* NAVD 88     -      1721.42   (+/-2cm)    5647.7    (feet)  VERTCON   
 EQ0999  ___________________________________________________________________
 EQ0999  LAPLACE CORR-          -3.06  (seconds)                    DEFLEC99
 EQ0999  GEOID HEIGHT-         -21.33  (meters)                     GEOID03
 EQ0999
 EQ0999  HORZ ORDER  -  SECOND
 EQ0999  VERT ORDER  -  THIRD ? (See Below)
 EQ0999
 EQ0999.The horizontal coordinates were established by classical geodetic methods
 EQ0999.and adjusted by the National Geodetic Survey in December 1993..
 EQ0999
 EQ0999.The NAVD 88 height was computed by applying the VERTCON shift value to
 EQ0999.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EQ0999.The vertical order pertains to the NGVD 29 superseded value.
 EQ0999
 EQ0999.The Laplace correction was computed from DEFLEC99 derived deflections.
 EQ0999
 EQ0999.The geoid height was determined by GEOID03.
 EQ0999
 EQ0999;                    North         East     Units Scale Factor Converg.
 EQ0999;SPC NM C     -   443,859.957   425,710.056   MT  0.99996800   -0 28 00.6
 EQ0999;SPC NM C     - 1,456,230.54  1,396,683.74   sFT  0.99996800   -0 28 00.6
 EQ0999;SPC NM W     -   443,835.233   900,238.234   MT  0.99997745   +0 26 28.9
 EQ0999;SPC NM W     - 1,456,149.43  2,953,531.61   sFT  0.99997745   +0 26 28.9
 EQ0999;UTM  13      - 3,874,972.352   311,654.379   MT  1.00003722   -1 11 02.9
 EQ0999
 EQ0999!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EQ0999!SPC NM C     -   0.99973321  x   0.99996800  =   0.99970122
 EQ0999!SPC NM W     -   0.99973321  x   0.99997745  =   0.99971067
 EQ0999!UTM  13      -   0.99973321  x   1.00003722  =   0.99977042
 EQ0999
 EQ0999                          SUPERSEDED SURVEY CONTROL
 EQ0999
 EQ0999  NAD 83(1986)-  34 59 59.45508(N)    107 03 49.92016(W) AD(       ) 2
 EQ0999  NAD 27      -  34 59 59.28671(N)    107 03 47.79274(W) AD(       ) 2
 EQ0999  NGVD 29 (07/19/86) 1720.60   (m)         5645.0    (f) LEVELING    3  
 EQ0999
 EQ0999.Superseded values are not recommended for survey control.
 EQ0999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0999.See file dsdata.txt to determine how the superseded data were derived.
 EQ0999
 EQ0999_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU1165474972(NAD 83)
 EQ0999_MARKER: DD = SURVEY DISK
 EQ0999_SETTING: 0 = UNSPECIFIED SETTING
 EQ0999_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EQ0999
 EQ0999  HISTORY     - Date     Condition        Report By
 EQ0999  HISTORY     - 1971     MONUMENTED       NMHD
 EQ0999
 EQ0999                          STATION DESCRIPTION
 EQ0999
 EQ0999'DESCRIBED BY NM HIGHWAY DEPT 1971 (RGL)
 EQ0999'THE STATION IS LOCATED ABOUT 7 MILES WEST OF THE RIO PUERCO BRIDGE,
 EQ0999'ON INTERSTATE HIGHWAY 40, IN VALENCIA COUNTY.
 EQ0999'
 EQ0999'TO REACH THE STATION FROM THE RIO PUERCO BRIDGE, GO 7.2 MILES
 EQ0999'WEST ON INTERSTATE HIGHWAY 40.  THE STATION IS LOCATED 35 FEET
 EQ0999'NORTH OF THE NORTH RIGHT OF WAY FENCE, AND 2 FEET SOUTH OF A
 EQ0999'WITNESS POST.
 EQ0999'
 EQ0999'THE MONUMENT IS A NEW MEXICO STATE HIGHWAY COMMISSION STANDARD
 EQ0999'DISC, STAMPED I-40-51, SET IN CONCRETE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ1000 ***********************************************************************
 EQ1000  DESIGNATION -  I40 52
 EQ1000  PID         -  EQ1000
 EQ1000  STATE/COUNTY-  NM/VALENCIA
 EQ1000  USGS QUAD   -  SOUTH GARCIA (1971)
 EQ1000
 EQ1000                         *CURRENT SURVEY CONTROL
 EQ1000  ___________________________________________________________________
 EQ1000* NAD 83(1992)-  34 59 43.42789(N)    107 04 38.93950(W)     ADJUSTED  
 EQ1000* NAVD 88     -      1732.72   (+/-2cm)    5684.8    (feet)  VERTCON   
 EQ1000  ___________________________________________________________________
 EQ1000  LAPLACE CORR-          -3.04  (seconds)                    DEFLEC99
 EQ1000  GEOID HEIGHT-         -21.32  (meters)                     GEOID03
 EQ1000
 EQ1000  HORZ ORDER  -  SECOND
 EQ1000  VERT ORDER  -  THIRD ? (See Below)
 EQ1000
 EQ1000.The horizontal coordinates were established by classical geodetic methods
 EQ1000.and adjusted by the National Geodetic Survey in December 1993..
 EQ1000
 EQ1000.The NAVD 88 height was computed by applying the VERTCON shift value to
 EQ1000.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EQ1000.The vertical order pertains to the NGVD 29 superseded value.
 EQ1000
 EQ1000.The Laplace correction was computed from DEFLEC99 derived deflections.
 EQ1000
 EQ1000.The geoid height was determined by GEOID03.
 EQ1000
 EQ1000;                    North         East     Units Scale Factor Converg.
 EQ1000;SPC NM C     -   443,376.410   424,462.991   MT  0.99997030   -0 28 28.5
 EQ1000;SPC NM C     - 1,454,644.11  1,392,592.33   sFT  0.99997030   -0 28 28.5
 EQ1000;SPC NM W     -   443,331.978   898,998.980   MT  0.99997532   +0 26 00.6
 EQ1000;SPC NM W     - 1,454,498.33  2,949,465.82   sFT  0.99997532   +0 26 00.6
 EQ1000;UTM  13      - 3,874,504.421   310,401.269   MT  1.00004306   -1 11 30.5
 EQ1000
 EQ1000!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EQ1000!SPC NM C     -   0.99973144  x   0.99997030  =   0.99970175
 EQ1000!SPC NM W     -   0.99973144  x   0.99997532  =   0.99970676
 EQ1000!UTM  13      -   0.99973144  x   1.00004306  =   0.99977449
 EQ1000
 EQ1000                          SUPERSEDED SURVEY CONTROL
 EQ1000
 EQ1000  NAD 83(1986)-  34 59 43.43155(N)    107 04 38.94071(W) AD(       ) 2
 EQ1000  NAD 27      -  34 59 43.26313(N)    107 04 36.81189(W) AD(       ) 2
 EQ1000  NGVD 29 (07/19/86) 1731.90   (m)         5682.1    (f) LEVELING    3  
 EQ1000
 EQ1000.Superseded values are not recommended for survey control.
 EQ1000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ1000.See file dsdata.txt to determine how the superseded data were derived.
 EQ1000
 EQ1000_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU1040174504(NAD 83)
 EQ1000_MARKER: DD = SURVEY DISK
 EQ1000_SETTING: 0 = UNSPECIFIED SETTING
 EQ1000_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EQ1000
 EQ1000  HISTORY     - Date     Condition        Report By
 EQ1000  HISTORY     - 1971     MONUMENTED       NMHD
 EQ1000
 EQ1000                          STATION DESCRIPTION
 EQ1000
 EQ1000'DESCRIBED BY NM HIGHWAY DEPT 1971 (RGL)
 EQ1000'THE STATION IS LOCATED ABOUT 8 MILES WEST OF THE RIO PUERCO
 EQ1000'BRIDGE, ON INTERSTATE HIGHWAY 40, IN VALENCIA COUNTY.
 EQ1000'
 EQ1000'TO REACH THE STATION FROM THE RIO PUERCO BRIDGE ON INTERSTATE
 EQ1000'HIGHWAY 40, GO 8.0 MILES WEST ON INTERSTATE HIGHWAY 40.
 EQ1000'
 EQ1000'THE STATION IS LOCATED 10 FEET NORTH OF THE NORTH RIGHT OF WAY
 EQ1000'FENCE, ON A LOW RIDGE, AND 2 FEET SOUTH OF A WITNESS POST.
 EQ1000'
 EQ1000'THE MONUMENT IS A NEW MEXICO STATE HIGHWAY COMMISSION STANDARD
 EQ1000'DISC, STAMPED STA. I-40-52, SET IN CONCRETE AND FLUSH WITH THE
 EQ1000'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ1001 ***********************************************************************
 EQ1001  DESIGNATION -  I40 53
 EQ1001  PID         -  EQ1001
 EQ1001  STATE/COUNTY-  NM/CIBOLA
 EQ1001  USGS QUAD   -  SOUTH GARCIA (1971)
 EQ1001
 EQ1001                         *CURRENT SURVEY CONTROL
 EQ1001  ___________________________________________________________________
 EQ1001* NAD 83(1992)-  34 59 04.56519(N)    107 06 39.40966(W)     ADJUSTED  
 EQ1001* NAVD 88     -      1728.93   (+/-2cm)    5672.3    (feet)  VERTCON   
 EQ1001  ___________________________________________________________________
 EQ1001  LAPLACE CORR-          -2.68  (seconds)                    DEFLEC99
 EQ1001  GEOID HEIGHT-         -21.27  (meters)                     GEOID03
 EQ1001
 EQ1001  HORZ ORDER  -  SECOND
 EQ1001  VERT ORDER  -  THIRD ? (See Below)
 EQ1001
 EQ1001.The horizontal coordinates were established by classical geodetic methods
 EQ1001.and adjusted by the National Geodetic Survey in December 1993..
 EQ1001
 EQ1001.The NAVD 88 height was computed by applying the VERTCON shift value to
 EQ1001.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EQ1001.The vertical order pertains to the NGVD 29 superseded value.
 EQ1001
 EQ1001.The Laplace correction was computed from DEFLEC99 derived deflections.
 EQ1001
 EQ1001.The geoid height was determined by GEOID03.
 EQ1001
 EQ1001;                    North         East     Units Scale Factor Converg.
 EQ1001;SPC NM W     -   442,111.820   895,952.773   MT  0.99997026   +0 24 51.1
 EQ1001;SPC NM W     - 1,450,495.20  2,939,471.72   sFT  0.99997026   +0 24 51.1
 EQ1001;UTM  13      - 3,873,371.055   307,321.446   MT  1.00005757   -1 12 38.5
 EQ1001
 EQ1001!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EQ1001!SPC NM W     -   0.99973202  x   0.99997026  =   0.99970229
 EQ1001!UTM  13      -   0.99973202  x   1.00005757  =   0.99978958
 EQ1001
 EQ1001                          SUPERSEDED SURVEY CONTROL
 EQ1001
 EQ1001  NAD 83(1986)-  34 59 04.56867(N)    107 06 39.41072(W) AD(       ) 2
 EQ1001  NAD 27      -  34 59 04.39918(N)    107 06 37.27831(W) AD(       ) 2
 EQ1001  NGVD 29 (07/19/86) 1728.10   (m)         5669.6    (f) LEVELING    3  
 EQ1001
 EQ1001.Superseded values are not recommended for survey control.
 EQ1001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ1001.See file dsdata.txt to determine how the superseded data were derived.
 EQ1001
 EQ1001_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU0732173371(NAD 83)
 EQ1001_MARKER: DD = SURVEY DISK
 EQ1001_SETTING: 0 = UNSPECIFIED SETTING
 EQ1001_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EQ1001
 EQ1001  HISTORY     - Date     Condition        Report By
 EQ1001  HISTORY     - 1971     MONUMENTED       NMHD
 EQ1001
 EQ1001                          STATION DESCRIPTION
 EQ1001
 EQ1001'DESCRIBED BY NM HIGHWAY DEPT 1971 (RGL)
 EQ1001'THE STATION IS LOCATED ABOUT 10.0 MILES WEST OF THE RIO PUERCO
 EQ1001'BRIDGE, ON INTERSTATE HIGHWAY 40, IN VALENCIA COUNTY.
 EQ1001'
 EQ1001'TO REACH THE STATION FROM THE RIO PUERCO BRIDGE, GO 10.0 MILES
 EQ1001'WEST ON INTERSTATE HIGHWAY 40.
 EQ1001'
 EQ1001'THE STATION IS LOCATED 33 FEET SOUTH OF THE NORTH RIGHT OF WAY
 EQ1001'FENCE, ON TOP OF A HIGH ROCK VERTICAL CUT, AND 4 FEET SOUTH OF A
 EQ1001'WITNESS POST.
 EQ1001'
 EQ1001'THE MONUMENT IS A NEW MEXICO HIGHWAY COMMISSION STANDARD DISC,
 EQ1001'STAMPED STA. I-40-53, SET IN CONCRETE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ1006 ***********************************************************************
 EQ1006  DESIGNATION -  I40 54
 EQ1006  PID         -  EQ1006
 EQ1006  STATE/COUNTY-  NM/CIBOLA
 EQ1006  USGS QUAD   -  CORREO (1985)
 EQ1006
 EQ1006                         *CURRENT SURVEY CONTROL
 EQ1006  ___________________________________________________________________
 EQ1006* NAD 83(1992)-  34 58 48.70144(N)    107 08 53.77664(W)     ADJUSTED  
 EQ1006* NAVD 88     -      1702.74   (+/-2cm)    5586.4    (feet)  VERTCON   
 EQ1006  ___________________________________________________________________
 EQ1006  LAPLACE CORR-          -2.02  (seconds)                    DEFLEC99
 EQ1006  GEOID HEIGHT-         -21.21  (meters)                     GEOID03
 EQ1006
 EQ1006  HORZ ORDER  -  SECOND
 EQ1006  VERT ORDER  -  THIRD ? (See Below)
 EQ1006
 EQ1006.The horizontal coordinates were established by classical geodetic methods
 EQ1006.and adjusted by the National Geodetic Survey in December 1993..
 EQ1006
 EQ1006.The NAVD 88 height was computed by applying the VERTCON shift value to
 EQ1006.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EQ1006.The vertical order pertains to the NGVD 29 superseded value.
 EQ1006
 EQ1006.The Laplace correction was computed from DEFLEC99 derived deflections.
 EQ1006
 EQ1006.The geoid height was determined by GEOID03.
 EQ1006
 EQ1006;                    North         East     Units Scale Factor Converg.
 EQ1006;SPC NM W     -   441,598.981   892,548.427   MT  0.99996487   +0 23 33.9
 EQ1006;SPC NM W     - 1,448,812.66  2,928,302.63   sFT  0.99996487   +0 23 33.9
 EQ1006;UTM  13      - 3,872,954.910   303,903.591   MT  1.00007395   -1 13 55.1
 EQ1006
 EQ1006!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EQ1006!SPC NM W     -   0.99973612  x   0.99996487  =   0.99970100
 EQ1006!UTM  13      -   0.99973612  x   1.00007395  =   0.99981005
 EQ1006
 EQ1006                          SUPERSEDED SURVEY CONTROL
 EQ1006
 EQ1006  NAD 83(1986)-  34 58 48.70470(N)    107 08 53.77759(W) AD(       ) 2
 EQ1006  NAD 27      -  34 58 48.53546(N)    107 08 51.64136(W) AD(       ) 2
 EQ1006  NGVD 29 (07/19/86) 1701.90   (m)         5583.7    (f) LEVELING    3  
 EQ1006
 EQ1006.Superseded values are not recommended for survey control.
 EQ1006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ1006.See file dsdata.txt to determine how the superseded data were derived.
 EQ1006
 EQ1006_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU0390472955(NAD 83)
 EQ1006_MARKER: DD = SURVEY DISK
 EQ1006_SETTING: 0 = UNSPECIFIED SETTING
 EQ1006_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EQ1006
 EQ1006  HISTORY     - Date     Condition        Report By
 EQ1006  HISTORY     - 1971     MONUMENTED       NMHD
 EQ1006
 EQ1006                          STATION DESCRIPTION
 EQ1006
 EQ1006'DESCRIBED BY NM HIGHWAY DEPT 1971 (RGL)
 EQ1006'THE STATION IS LOCATED ABOUT 12 MILES WEST OF THE RIO PUERCO
 EQ1006'BRIDGE, ON INTERSTATE HIGHWAY 40, IN VALENCIA COUNTY.
 EQ1006'
 EQ1006'TO REACH THE STATION FROM THE RIO PUERCO BRIDGE, GO WEST ON
 EQ1006'INTERSTATE HIGHWAY 40 FOR 12.3 MILES TO THE STATION ON THE RIGHT.
 EQ1006'
 EQ1006'THE STATION IS LOCATED ON TOP OF A LOW RIDGE, 2 FEET SOUTH OF THE
 EQ1006'NORTH RIGHT OF WAY FENCE AND A WITNESS POST.
 EQ1006'
 EQ1006'THE MONUMENT IS A NEW MEXICO STATE HIGHWAY COMMISSION STANDARD
 EQ1006'DISC, STAMPED I-40-54, SET IN CONCRETE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ1007 ***********************************************************************
 EQ1007  DESIGNATION -  I40 55
 EQ1007  PID         -  EQ1007
 EQ1007  STATE/COUNTY-  NM/CIBOLA
 EQ1007  USGS QUAD   -  CORREO (1985)
 EQ1007
 EQ1007                         *CURRENT SURVEY CONTROL
 EQ1007  ___________________________________________________________________
 EQ1007* NAD 83(1992)-  34 58 58.64158(N)    107 10 16.43153(W)     ADJUSTED  
 EQ1007* NAVD 88     -      1699.54   (+/-2cm)    5575.9    (feet)  VERTCON   
 EQ1007  ___________________________________________________________________
 EQ1007  LAPLACE CORR-          -1.64  (seconds)                    DEFLEC99
 EQ1007  GEOID HEIGHT-         -21.18  (meters)                     GEOID03
 EQ1007
 EQ1007  HORZ ORDER  -  SECOND
 EQ1007  VERT ORDER  -  THIRD ? (See Below)
 EQ1007
 EQ1007.The horizontal coordinates were established by classical geodetic methods
 EQ1007.and adjusted by the National Geodetic Survey in December 1993..
 EQ1007
 EQ1007.The NAVD 88 height was computed by applying the VERTCON shift value to
 EQ1007.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EQ1007.The vertical order pertains to the NGVD 29 superseded value.
 EQ1007
 EQ1007.The Laplace correction was computed from DEFLEC99 derived deflections.
 EQ1007
 EQ1007.The geoid height was determined by GEOID03.
 EQ1007
 EQ1007;                    North         East     Units Scale Factor Converg.
 EQ1007;SPC NM W     -   441,891.155   890,450.069   MT  0.99996169   +0 22 46.6
 EQ1007;SPC NM W     - 1,449,771.23  2,921,418.27   sFT  0.99996169   +0 22 46.6
 EQ1007;UTM  13      - 3,873,306.505   301,814.120   MT  1.00008410   -1 14 42.9
 EQ1007
 EQ1007!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EQ1007!SPC NM W     -   0.99973662  x   0.99996169  =   0.99969832
 EQ1007!UTM  13      -   0.99973662  x   1.00008410  =   0.99982070
 EQ1007
 EQ1007                          SUPERSEDED SURVEY CONTROL
 EQ1007
 EQ1007  NAD 83(1986)-  34 58 58.64471(N)    107 10 16.43245(W) AD(       ) 2
 EQ1007  NAD 27      -  34 58 58.47638(N)    107 10 14.29401(W) AD(       ) 2
 EQ1007  NGVD 29 (07/19/86) 1698.70   (m)         5573.2    (f) LEVELING    3  
 EQ1007
 EQ1007.Superseded values are not recommended for survey control.
 EQ1007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ1007.See file dsdata.txt to determine how the superseded data were derived.
 EQ1007
 EQ1007_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU0181473307(NAD 83)
 EQ1007_MARKER: DD = SURVEY DISK
 EQ1007_SETTING: 0 = UNSPECIFIED SETTING
 EQ1007_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EQ1007
 EQ1007  HISTORY     - Date     Condition        Report By
 EQ1007  HISTORY     - 1971     MONUMENTED       NMHD
 EQ1007
 EQ1007                          STATION DESCRIPTION
 EQ1007
 EQ1007'DESCRIBED BY NM HIGHWAY DEPT 1971 (RGL)
 EQ1007'THE STATION IS LOCATED ABOUT 14 MILES WEST OF THE RIO PUERCO
 EQ1007'BRIDGE, ON INTERSTATE HIGHWAY 40, IN VALENCIA COUNTY.
 EQ1007'
 EQ1007'TO REACH THE STATION FROM THE RIO PUERCO BRIDGE, TRAVEL WEST ON
 EQ1007'INTERSTATE HIGHWAY 40 FOR 13.6 MILES TO THE LOS LUNAS INTERCHANGE,
 EQ1007'AT THE INTERSECTION OF STATE ROAD 6.
 EQ1007'
 EQ1007'THE STATION IS LOCATED ON THE SOUTH EAST END OF THE BRIDGE GOING
 EQ1007'OVER INTERSTATE HIGHWAY 40, ON STATE ROAD 6, 3 FEET EAST AND 2
 EQ1007'FEET NORTH OF THE SOUTH EAST WINGWALL AND 2 FEET EAST OF THE
 EQ1007'WITNESS POST.
 EQ1007'
 EQ1007'THE MONUMENT IS A NEW MEXICO STATE HIGHWAY COMMISSION STANDARD
 EQ1007'DISC, STAMPED STA. I-40-55, SET IN CONCRETE AND FLUSH WITH THE
 EQ1007'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ1008 ***********************************************************************
 EQ1008  DESIGNATION -  I40 56
 EQ1008  PID         -  EQ1008
 EQ1008  STATE/COUNTY-  NM/CIBOLA
 EQ1008  USGS QUAD   -  CORREO (1985)
 EQ1008
 EQ1008                         *CURRENT SURVEY CONTROL
 EQ1008  ___________________________________________________________________
 EQ1008* NAD 83(1992)-  34 59 23.43472(N)    107 12 40.09618(W)     ADJUSTED  
 EQ1008* NAVD 88     -      1715.45   (+/-2cm)    5628.1    (feet)  VERTCON   
 EQ1008  ___________________________________________________________________
 EQ1008  LAPLACE CORR-          -1.18  (seconds)                    DEFLEC99
 EQ1008  GEOID HEIGHT-         -21.14  (meters)                     GEOID03
 EQ1008
 EQ1008  HORZ ORDER  -  SECOND
 EQ1008  VERT ORDER  -  THIRD ? (See Below)
 EQ1008
 EQ1008.The horizontal coordinates were established by classical geodetic methods
 EQ1008.and adjusted by the National Geodetic Survey in December 1993..
 EQ1008
 EQ1008.The NAVD 88 height was computed by applying the VERTCON shift value to
 EQ1008.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EQ1008.The vertical order pertains to the NGVD 29 superseded value.
 EQ1008
 EQ1008.The Laplace correction was computed from DEFLEC99 derived deflections.
 EQ1008
 EQ1008.The geoid height was determined by GEOID03.
 EQ1008
 EQ1008;                    North         East     Units Scale Factor Converg.
 EQ1008;SPC NM W     -   442,631.738   886,801.758   MT  0.99995642   +0 21 24.5
 EQ1008;SPC NM W     - 1,452,200.96  2,909,448.77   sFT  0.99995642   +0 21 24.5
 EQ1008;SPC NM C     -   442,869.546   412,256.000   MT  0.99999486   -0 33 04.3
 EQ1008;SPC NM C     - 1,452,981.17  1,352,543.23   sFT  0.99999486   -0 33 04.3
 EQ1008;UTM  13      - 3,874,150.362   298,187.792   MT  1.00010198   -1 16 06.1
 EQ1008
 EQ1008!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EQ1008!SPC NM W     -   0.99973412  x   0.99995642  =   0.99969055
 EQ1008!SPC NM C     -   0.99973412  x   0.99999486  =   0.99972898
 EQ1008!UTM  13      -   0.99973412  x   1.00010198  =   0.99983607
 EQ1008
 EQ1008                          SUPERSEDED SURVEY CONTROL
 EQ1008
 EQ1008  NAD 83(1986)-  34 59 23.43765(N)    107 12 40.09713(W) AD(       ) 2
 EQ1008  NAD 27      -  34 59 23.27119(N)    107 12 37.95392(W) AD(       ) 2
 EQ1008  NGVD 29 (07/19/86) 1714.60   (m)         5625.3    (f) LEVELING    3  
 EQ1008
 EQ1008.Superseded values are not recommended for survey control.
 EQ1008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ1008.See file dsdata.txt to determine how the superseded data were derived.
 EQ1008
 EQ1008_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBU9818874150(NAD 83)
 EQ1008_MARKER: DD = SURVEY DISK
 EQ1008_SETTING: 0 = UNSPECIFIED SETTING
 EQ1008_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EQ1008
 EQ1008  HISTORY     - Date     Condition        Report By
 EQ1008  HISTORY     - 1971     MONUMENTED       NMHD
 EQ1008
 EQ1008                          STATION DESCRIPTION
 EQ1008
 EQ1008'DESCRIBED BY NM HIGHWAY DEPT 1971 (RGL)
 EQ1008'THE STATION IS LOCATED ABOUT 16 MILES WEST OF THE RIO PUERCO
 EQ1008'BRIDGE, ON INTERSTATE HIGHWAY 40, IN VALENCIA COUNTY.
 EQ1008'
 EQ1008'TO REACH THE STATION FROM THE RIO PUERCO BRIDGE, GO WEST ON
 EQ1008'INTERSTATE HIGHWAY 40 TO THE STATION ON THE RIGHT.  THE STATION IS
 EQ1008'LOCATED ON A LOW RIDGE, 2 FEET SOUTH OF THE NORTH RIGHT OF WAY
 EQ1008'FENCE AND 2 FEET SOUTH OF A WITNESS POST.
 EQ1008'
 EQ1008'THE MONUMENT IS A NEW MEXICO STATE HIGHWAY COMMISSION STANDARD
 EQ1008'DISC, STAMPED STA. I-40-56, SET IN CONCRETE AND FLUSH WITH THE
 EQ1008'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ1009 ***********************************************************************
 EQ1009  DESIGNATION -  I40 57
 EQ1009  PID         -  EQ1009
 EQ1009  STATE/COUNTY-  NM/CIBOLA
 EQ1009  USGS QUAD   -  CORREO (1985)
 EQ1009
 EQ1009                         *CURRENT SURVEY CONTROL
 EQ1009  ___________________________________________________________________
 EQ1009* NAD 83(1992)-  34 59 28.50090(N)    107 13 32.61381(W)     ADJUSTED  
 EQ1009* NAVD 88     -      1715.56   (+/-2cm)    5628.5    (feet)  VERTCON   
 EQ1009  ___________________________________________________________________
 EQ1009  LAPLACE CORR-          -1.11  (seconds)                    DEFLEC99
 EQ1009  GEOID HEIGHT-         -21.12  (meters)                     GEOID03
 EQ1009
 EQ1009  HORZ ORDER  -  SECOND
 EQ1009  VERT ORDER  -  THIRD ? (See Below)
 EQ1009
 EQ1009.The horizontal coordinates were established by classical geodetic methods
 EQ1009.and adjusted by the National Geodetic Survey in December 1993..
 EQ1009
 EQ1009.The NAVD 88 height was computed by applying the VERTCON shift value to
 EQ1009.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EQ1009.The vertical order pertains to the NGVD 29 superseded value.
 EQ1009
 EQ1009.The Laplace correction was computed from DEFLEC99 derived deflections.
 EQ1009
 EQ1009.The geoid height was determined by GEOID03.
 EQ1009
 EQ1009;                    North         East     Units Scale Factor Converg.
 EQ1009;SPC NM W     -   442,779.655   885,468.996   MT  0.99995457   +0 20 54.4
 EQ1009;SPC NM W     - 1,452,686.25  2,905,076.20   sFT  0.99995457   +0 20 54.4
 EQ1009;SPC NM C     -   443,038.572   410,925.695   MT  0.99999776   -0 33 34.4
 EQ1009;SPC NM C     - 1,453,535.71  1,348,178.72   sFT  0.99999776   -0 33 34.4
 EQ1009;UTM  13      - 3,874,336.046   296,859.562   MT  1.00010861   -1 16 36.4
 EQ1009
 EQ1009!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EQ1009!SPC NM W     -   0.99973410  x   0.99995457  =   0.99968868
 EQ1009!SPC NM C     -   0.99973410  x   0.99999776  =   0.99973186
 EQ1009!UTM  13      -   0.99973410  x   1.00010861  =   0.99984268
 EQ1009
 EQ1009                          SUPERSEDED SURVEY CONTROL
 EQ1009
 EQ1009  NAD 83(1986)-  34 59 28.50377(N)    107 13 32.61477(W) AD(       ) 2
 EQ1009  NAD 27      -  34 59 28.33788(N)    107 13 30.46998(W) AD(       ) 2
 EQ1009  NGVD 29 (07/19/86) 1714.70   (m)         5625.6    (f) LEVELING    3  
 EQ1009
 EQ1009.Superseded values are not recommended for survey control.
 EQ1009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ1009.See file dsdata.txt to determine how the superseded data were derived.
 EQ1009
 EQ1009_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBU9686074336(NAD 83)
 EQ1009_MARKER: DD = SURVEY DISK
 EQ1009_SETTING: 0 = UNSPECIFIED SETTING
 EQ1009_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EQ1009
 EQ1009  HISTORY     - Date     Condition        Report By
 EQ1009  HISTORY     - 1971     MONUMENTED       NMHD
 EQ1009
 EQ1009                          STATION DESCRIPTION
 EQ1009
 EQ1009'DESCRIBED BY NM HIGHWAY DEPT 1971 (RGL)
 EQ1009'THE STATION IS LOCATED ABOUT 17 MILES WEST OF THE RIO PUERCO BRIDGE,
 EQ1009'ON INTERSTATE HIGHWAY 40, IN VALENCIA COUNTY.
 EQ1009'
 EQ1009'TO REACH THE STATION FROM THE RIO PUERCO BRIDGE, GO 16.7 MILES
 EQ1009'WEST ON INTERSTATE HIGHWAY 40.  THE STATION IS LOCATED ON THE
 EQ1009'SOUTH SIDE OF THE ROAD, 2 FEET NORTH OF THE SOUTH RIGHT OF WAY
 EQ1009'FENCE AND 1 FOOT EAST OF A WITNESS POST.
 EQ1009'
 EQ1009'THE MONUMENT IS A NEW MEXICO STATE HIGHWAY COMMISSION STANDARD
 EQ1009'DISC, STAMPED STA. I-40-57, SET IN CONCRETE AND FLUSH WITH THE
 EQ1009'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ1019 ***********************************************************************
 EQ1019  DESIGNATION -  I40 58
 EQ1019  PID         -  EQ1019
 EQ1019  STATE/COUNTY-  NM/CIBOLA
 EQ1019  USGS QUAD   -  DOUGH MOUNTAIN (1971)
 EQ1019
 EQ1019                         *CURRENT SURVEY CONTROL
 EQ1019  ___________________________________________________________________
 EQ1019* NAD 83(1992)-  34 59 36.27270(N)    107 15 26.89260(W)     ADJUSTED  
 EQ1019* NAVD 88     -      1718.0    (meters)    5636.     (feet)  VERTCON   
 EQ1019  ___________________________________________________________________
 EQ1019  LAPLACE CORR-          -0.98  (seconds)                    DEFLEC99
 EQ1019  GEOID HEIGHT-         -21.10  (meters)                     GEOID03
 EQ1019
 EQ1019  HORZ ORDER  -  SECOND
 EQ1019
 EQ1019.The horizontal coordinates were established by classical geodetic methods
 EQ1019.and adjusted by the National Geodetic Survey in December 1993..
 EQ1019
 EQ1019.The NAVD 88 height was computed by applying the VERTCON shift value to
 EQ1019.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EQ1019
 EQ1019.The Laplace correction was computed from DEFLEC99 derived deflections.
 EQ1019
 EQ1019.The geoid height was determined by GEOID03.
 EQ1019
 EQ1019;                    North         East     Units Scale Factor Converg.
 EQ1019;SPC NM W     -   443,001.977   882,569.634   MT  0.99995071   +0 19 48.9
 EQ1019;SPC NM W     - 1,453,415.65  2,895,563.87   sFT  0.99995071   +0 19 48.9
 EQ1019;SPC NM C     -   443,306.827   408,030.080   MT  1.00000421   -0 34 40.1
 EQ1019;SPC NM C     - 1,454,415.81  1,338,678.69   sFT  1.00000421   -0 34 40.1
 EQ1019;UTM  13      - 3,874,640.562   293,967.199   MT  1.00012320   -1 17 42.3
 EQ1019
 EQ1019!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EQ1019!SPC NM W     -   0.99973372  x   0.99995071  =   0.99968444
 EQ1019!SPC NM C     -   0.99973372  x   1.00000421  =   0.99973793
 EQ1019!UTM  13      -   0.99973372  x   1.00012320  =   0.99985688
 EQ1019
 EQ1019                          SUPERSEDED SURVEY CONTROL
 EQ1019
 EQ1019  NAD 83(1986)-  34 59 36.27543(N)    107 15 26.89357(W) AD(       ) 2
 EQ1019  NAD 27      -  34 59 36.11064(N)    107 15 24.74525(W) AD(       ) 2
 EQ1019  NGVD 29 (07/19/86) 1717.1    (m)         5634.     (f) VERT ANG       
 EQ1019
 EQ1019.Superseded values are not recommended for survey control.
 EQ1019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ1019.See file dsdata.txt to determine how the superseded data were derived.
 EQ1019
 EQ1019_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBU9396774641(NAD 83)
 EQ1019_MARKER: DD = SURVEY DISK
 EQ1019_SETTING: 0 = UNSPECIFIED SETTING
 EQ1019_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EQ1019
 EQ1019  HISTORY     - Date     Condition        Report By
 EQ1019  HISTORY     - 1971     MONUMENTED       NMHD
 EQ1019
 EQ1019                          STATION DESCRIPTION
 EQ1019
 EQ1019'DESCRIBED BY NM HIGHWAY DEPT 1971 (RGL)
 EQ1019'THE STATION IS LOCATED ABOUT 19 MILES WEST OF THE RIO PUERCO
 EQ1019'BRIDGE, ON INTERSTATE HIGHWAY 40, IN VALENCIA COUNTY.
 EQ1019'
 EQ1019'TO REACH THE STATION FROM THE RIO PUERCO BRIDGE, GO 18.5 MILES
 EQ1019'WEST ON INTERSTATE HIGHWAY 40 TO THE OVERPASS OVER THE SANTA FE
 EQ1019'RAILROAD.  THE STATION IS LOCATED 3 FEET EAST OF THE NORTH EAST
 EQ1019'WINGWALL AND 2 FEET EAST OF A WITNESS POST.
 EQ1019'
 EQ1019'THE MONUMENT IS A NEW MEXICO STATE HIGHWAY COMMISSION STANDARD
 EQ1019'DISC, STAMPED STA. I-40-58, SET IN CONCRETE AND FLUSH WITH THE
 EQ1019'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ1020 ***********************************************************************
 EQ1020  DESIGNATION -  I40 59
 EQ1020  PID         -  EQ1020
 EQ1020  STATE/COUNTY-  NM/CIBOLA
 EQ1020  USGS QUAD   -  DOUGH MOUNTAIN (1971)
 EQ1020
 EQ1020                         *CURRENT SURVEY CONTROL
 EQ1020  ___________________________________________________________________
 EQ1020* NAD 83(1992)-  34 59 43.46959(N)    107 18 05.81855(W)     ADJUSTED  
 EQ1020* NAVD 88     -      1730.0    (meters)    5676.     (feet)  VERTCON   
 EQ1020  ___________________________________________________________________
 EQ1020  LAPLACE CORR-          -1.69  (seconds)                    DEFLEC99
 EQ1020  GEOID HEIGHT-         -21.06  (meters)                     GEOID03
 EQ1020
 EQ1020  HORZ ORDER  -  SECOND
 EQ1020
 EQ1020.The horizontal coordinates were established by classical geodetic methods
 EQ1020.and adjusted by the National Geodetic Survey in December 1993..
 EQ1020
 EQ1020.The NAVD 88 height was computed by applying the VERTCON shift value to
 EQ1020.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EQ1020
 EQ1020.The Laplace correction was computed from DEFLEC99 derived deflections.
 EQ1020
 EQ1020.The geoid height was determined by GEOID03.
 EQ1020
 EQ1020;                    North         East     Units Scale Factor Converg.
 EQ1020;SPC NM W     -   443,201.408   878,538.385   MT  0.99994569   +0 18 17.8
 EQ1020;SPC NM W     - 1,454,069.95  2,882,338.02   sFT  0.99994569   +0 18 17.8
 EQ1020;SPC NM C     -   443,570.137   404,002.254   MT  1.00001354   -0 36 11.4
 EQ1020;SPC NM C     - 1,455,279.69  1,325,464.06   sFT  1.00001354   -0 36 11.4
 EQ1020;UTM  13      - 3,874,954.315   289,942.483   MT  1.00014384   -1 19 13.7
 EQ1020
 EQ1020!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EQ1020!SPC NM W     -   0.99973183  x   0.99994569  =   0.99967753
 EQ1020!SPC NM C     -   0.99973183  x   1.00001354  =   0.99974536
 EQ1020!UTM  13      -   0.99973183  x   1.00014384  =   0.99987563
 EQ1020
 EQ1020                          SUPERSEDED SURVEY CONTROL
 EQ1020
 EQ1020  NAD 83(1986)-  34 59 43.47212(N)    107 18 05.81948(W) AD(       ) 2
 EQ1020  NAD 27      -  34 59 43.30851(N)    107 18 03.66666(W) AD(       ) 2
 EQ1020  NGVD 29 (07/19/86) 1729.1    (m)         5673.     (f) VERT ANG       
 EQ1020
 EQ1020.Superseded values are not recommended for survey control.
 EQ1020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ1020.See file dsdata.txt to determine how the superseded data were derived.
 EQ1020
 EQ1020_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBU8994274954(NAD 83)
 EQ1020_MARKER: DD = SURVEY DISK
 EQ1020_SETTING: 0 = UNSPECIFIED SETTING
 EQ1020_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EQ1020
 EQ1020  HISTORY     - Date     Condition        Report By
 EQ1020  HISTORY     - 1971     MONUMENTED       NMHD
 EQ1020
 EQ1020                          STATION DESCRIPTION
 EQ1020
 EQ1020'DESCRIBED BY NM HIGHWAY DEPT 1971 (RGL)
 EQ1020'THE STATION IS LOCATED ABOUT 21 MILES WEST OF RIO PUERCO BRIDGE,
 EQ1020'ON INTERSTATE HIGHWAY 40, IN VALENCIA COUNTY.
 EQ1020'
 EQ1020'TO REACH THE STATION FROM THE BRIDGE ACROSS THE RIO PUERCO, GO
 EQ1020'21 MILES WEST ON INTERSTATE HIGHWAY 40.  THE STATION IS LOCATED 25
 EQ1020'FEET SOUTH OF THE END OF THE SOUTH WEST WINGWALL OF AN OVERPASS
 EQ1020'BRIDGE AND 2 FEET EAST OF A WITNESS POST.
 EQ1020'
 EQ1020'THE MONUMENT IS A NEW MEXICO STATE HIGHWAY COMMISSION STANDARD
 EQ1020'DISC, STAMPED STA. I-40-59, SET IN CONCRETE AND FLUSH WITH THE
 EQ1020'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1226 ***********************************************************************
 FO1226  DESIGNATION -  I40 6
 FO1226  PID         -  FO1226
 FO1226  STATE/COUNTY-  NM/BERNALILLO
 FO1226  USGS QUAD   -  ALBUQUERQUE EAST (1990)
 FO1226
 FO1226                         *CURRENT SURVEY CONTROL
 FO1226  ___________________________________________________________________
 FO1226* NAD 83(1992)-  35 05 35.87281(N)    106 33 33.96289(W)     ADJUSTED  
 FO1226* NAVD 88     -      1625.33   (+/-2cm)    5332.4    (feet)  VERTCON   
 FO1226  ___________________________________________________________________
 FO1226  LAPLACE CORR-          11.03  (seconds)                    DEFLEC99
 FO1226  GEOID HEIGHT-         -20.83  (meters)                     GEOID03
 FO1226
 FO1226  HORZ ORDER  -  SECOND
 FO1226  VERT ORDER  -  THIRD ? (See Below)
 FO1226
 FO1226.The horizontal coordinates were established by classical geodetic methods
 FO1226.and adjusted by the National Geodetic Survey in December 1993..
 FO1226
 FO1226.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1226.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1226.The vertical order pertains to the NGVD 29 superseded value.
 FO1226
 FO1226.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1226
 FO1226.The geoid height was determined by GEOID03.
 FO1226
 FO1226;                    North         East     Units Scale Factor Converg.
 FO1226;SPC NM C     -   453,967.594   471,787.199   MT  0.99990981   -0 10 40.4
 FO1226;SPC NM C     - 1,489,392.01  1,547,855.17   sFT  0.99990981   -0 10 40.4
 FO1226;UTM  13      - 3,884,501.806   357,854.763   MT  0.99984902   -0 53 48.1
 FO1226
 FO1226!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1226!SPC NM C     -   0.99974821  x   0.99990981  =   0.99965805
 FO1226!UTM  13      -   0.99974821  x   0.99984902  =   0.99959727
 FO1226
 FO1226:                Primary Azimuth Mark                     Grid Az
 FO1226:SPC NM C     -  I40 5                                    110 46 27.2
 FO1226:UTM  13      -  I40 5                                    111 29 34.9
 FO1226
 FO1226|---------------------------------------------------------------------|
 FO1226| PID    Reference Object                     Distance      Geod. Az  |
 FO1226|                                                           dddmmss.s |
 FO1226| FO1193 I40 5                               APPROX. 0.9 KM 1103546.8 |
 FO1226|---------------------------------------------------------------------|
 FO1226
 FO1226                          SUPERSEDED SURVEY CONTROL
 FO1226
 FO1226  NAD 83(1986)-  35 05 35.87865(N)    106 33 33.96401(W) AD(       ) 2
 FO1226  NAD 27      -  35 05 35.71128(N)    106 33 31.87955(W) AD(       ) 2
 FO1226  NGVD 29 (07/19/86) 1624.50   (m)         5329.7    (f) LEVELING    3  
 FO1226
 FO1226.Superseded values are not recommended for survey control.
 FO1226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1226.See file dsdata.txt to determine how the superseded data were derived.
 FO1226
 FO1226_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU5785584502(NAD 83)
 FO1226_MARKER: DD = SURVEY DISK
 FO1226_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FO1226_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FO1226_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO1226+STABILITY: SURFACE MOTION
 FO1226_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FO1226+SATELLITE: SATELLITE OBSERVATIONS - October 06, 2004
 FO1226
 FO1226  HISTORY     - Date     Condition        Report By
 FO1226  HISTORY     - 1969     MONUMENTED       NMHD
 FO1226  HISTORY     - 20040909 GOOD             NMHD
 FO1226  HISTORY     - 20041006 GOOD             GEOCAC
 FO1226
 FO1226                          STATION DESCRIPTION
 FO1226
 FO1226'DESCRIBED BY NM HIGHWAY DEPT 1969 (SRC)
 FO1226'THE STATION IS LOCATED AT THE SOUTHEAST WINGWALL OF THE BRIDGE
 FO1226'OVER I-40 AT PENNSYLVANIA STREET.
 FO1226'
 FO1226'TO REACH THE STATION FROM THE INTERSECTION OF CENTRAL AND
 FO1226'THE RAILROAD TRACKS (DOWNTOWN ALBUQUERQUE), GO EAST ON CENTRAL
 FO1226'(U.S.-66) FOR APPROXIMATELY 0.60 MILE AND TURN NORTH ON I-25.
 FO1226'TRAVEL NORTH ON I-25 FOR 0.55 MILE AND TAKE THE LOMAS-EAST
 FO1226'EXIT.  TRAVEL EAST ON LOMAS FOR 3.30 MILES AND TURN NORTH
 FO1226'AT THE INTERSECTION OF PENNSYLVANIA AND LOMAS.  GO NORTH ON
 FO1226'PENNSYLVANIA FOR APPROXIMATELY 6 FT SOUTH OF THE SOUTHEAST
 FO1226'WINGWALL OF THE BRIDGE OF PENNSYLVANIA STREET OVER I-40.
 FO1226'
 FO1226'THE MONUMENT IS A STANDARD STATE HIGHWAY COMMISSION DISK
 FO1226'STAMPED STA. I-40-6, AND IS FLUSH WITH THE GROUND.
 FO1226'
 FO1226'FOR THE INFORMATION TO THE STATIONS I-40-7 AND I-40-5, SEE
 FO1226'THE TRAVERSE DESCRIPTION SHEETS FOR I-40-7 AND I-40-5.
 FO1226
 FO1226                          STATION RECOVERY (2004)
 FO1226
 FO1226'RECOVERY NOTE BY NM HIGHWAY DEPT 2004 (WAB)
 FO1226'DESCRIPTION ADEQUATE.
 FO1226
 FO1226                          STATION RECOVERY (2004)
 FO1226
 FO1226'RECOVERY NOTE BY GEOCACHING 2004 (BMC)
 FO1226'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1592 ***********************************************************************
 FO1592  DESIGNATION -  I40 60
 FO1592  PID         -  FO1592
 FO1592  STATE/COUNTY-  NM/CIBOLA
 FO1592  USGS QUAD   -  MESITA (1971)
 FO1592
 FO1592                         *CURRENT SURVEY CONTROL
 FO1592  ___________________________________________________________________
 FO1592* NAD 83(1992)-  35 00 42.00394(N)    107 19 20.27362(W)     ADJUSTED  
 FO1592* NAVD 88     -      1737.2    (meters)    5699.     (feet)  VERTCON   
 FO1592  ___________________________________________________________________
 FO1592  LAPLACE CORR-          -2.02  (seconds)                    DEFLEC99
 FO1592  GEOID HEIGHT-         -21.02  (meters)                     GEOID03
 FO1592
 FO1592  HORZ ORDER  -  SECOND
 FO1592
 FO1592.The horizontal coordinates were established by classical geodetic methods
 FO1592.and adjusted by the National Geodetic Survey in December 1993..
 FO1592
 FO1592.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1592.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1592
 FO1592.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1592
 FO1592.The geoid height was determined by GEOID03.
 FO1592
 FO1592;                    North         East     Units Scale Factor Converg.
 FO1592;SPC NM W     -   444,995.273   876,641.162   MT  0.99994347   +0 17 35.5
 FO1592;SPC NM W     - 1,459,955.32  2,876,113.55   sFT  0.99994347   +0 17 35.5
 FO1592;UTM  13      - 3,876,801.662   288,096.542   MT  1.00015344   -1 19 58.4
 FO1592
 FO1592!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1592!SPC NM W     -   0.99973069  x   0.99994347  =   0.99967417
 FO1592!UTM  13      -   0.99973069  x   1.00015344  =   0.99988408
 FO1592
 FO1592:                Primary Azimuth Mark                     Grid Az
 FO1592:SPC NM W     -  I40 61                                   321 47 55.9
 FO1592:UTM  13      -  I40 61                                   323 25 29.8
 FO1592
 FO1592|---------------------------------------------------------------------|
 FO1592| PID    Reference Object                     Distance      Geod. Az  |
 FO1592|                                                           dddmmss.s |
 FO1592| FO1591 I40 61                              APPROX. 1.2 KM 3220531.4 |
 FO1592|---------------------------------------------------------------------|
 FO1592
 FO1592                          SUPERSEDED SURVEY CONTROL
 FO1592
 FO1592  NAD 83(1986)-  35 00 42.00636(N)    107 19 20.27463(W) AD(       ) 2
 FO1592  NAD 27      -  35 00 41.84492(N)    107 19 18.11891(W) AD(       ) 2
 FO1592  NGVD 29 (07/19/86) 1736.3    (m)         5697.     (f) VERT ANG       
 FO1592
 FO1592.Superseded values are not recommended for survey control.
 FO1592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1592.See file dsdata.txt to determine how the superseded data were derived.
 FO1592
 FO1592_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBU8809776802(NAD 83)
 FO1592_MARKER: DD = SURVEY DISK
 FO1592_SETTING: 0 = UNSPECIFIED SETTING
 FO1592_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FO1592
 FO1592  HISTORY     - Date     Condition        Report By
 FO1592  HISTORY     - 1971     MONUMENTED       NMHD
 FO1592
 FO1592                          STATION DESCRIPTION
 FO1592
 FO1592'DESCRIBED BY NM HIGHWAY DEPT 1971 (RGL)
 FO1592'THE STATION IS LOCATED AT THE MESITA INTERCHANGE, ABOUT 23 MILES
 FO1592'WEST OF THE RIO PUERCO BRIDGE, ON INTERSTATE HIGHWAY 40.
 FO1592'
 FO1592'TO REACH THE STATION FROM THE RIO PUERCO BRIDGE, TRAVEL 22.6
 FO1592'MILES WEST ON INTERSTATE HIGHWAY 40.  THE STATION IS LOCATED 3
 FO1592'FEET SOUTH OF THE SOUTH WEST WING WALL OF THE BRIDGE AT THE MESITA
 FO1592'INTERCHANGE AND 2 FEET WEST OF A WITNESS POST.
 FO1592'
 FO1592'THE MONUMENT IS A NEW MEXICO STATE HIGHWAY COMMISSION STANDARD
 FO1592'DISC, STAMPED STA. I-40-60, SET IN CONCRETE AND FLUSH WITH THE
 FO1592'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1591 ***********************************************************************
 FO1591  DESIGNATION -  I40 61
 FO1591  PID         -  FO1591
 FO1591  STATE/COUNTY-  NM/CIBOLA
 FO1591  USGS QUAD   -  MESITA (1971)
 FO1591
 FO1591                         *CURRENT SURVEY CONTROL
 FO1591  ___________________________________________________________________
 FO1591* NAD 83(1992)-  35 01 11.56657(N)    107 19 48.25759(W)     ADJUSTED  
 FO1591* NAVD 88     -      1746.4    (meters)    5730.     (feet)  VERTCON   
 FO1591  ___________________________________________________________________
 FO1591  LAPLACE CORR-          -1.93  (seconds)                    DEFLEC99
 FO1591  GEOID HEIGHT-         -20.99  (meters)                     GEOID03
 FO1591
 FO1591  HORZ ORDER  -  SECOND
 FO1591
 FO1591.The horizontal coordinates were established by classical geodetic methods
 FO1591.and adjusted by the National Geodetic Survey in December 1993..
 FO1591
 FO1591.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1591.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1591
 FO1591.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1591
 FO1591.The geoid height was determined by GEOID03.
 FO1591
 FO1591;                    North         East     Units Scale Factor Converg.
 FO1591;SPC NM W     -   445,902.635   875,927.109   MT  0.99994265   +0 17 19.7
 FO1591;SPC NM W     - 1,462,932.23  2,873,770.86   sFT  0.99994265   +0 17 19.7
 FO1591;UTM  13      - 3,877,729.120   287,408.381   MT  1.00015704   -1 20 15.5
 FO1591
 FO1591!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1591!SPC NM W     -   0.99972924  x   0.99994265  =   0.99967190
 FO1591!UTM  13      -   0.99972924  x   1.00015704  =   0.99988623
 FO1591
 FO1591:                Primary Azimuth Mark                     Grid Az
 FO1591:SPC NM W     -  I40 62                                   338 40 13.5
 FO1591:UTM  13      -  I40 62                                   340 17 48.7
 FO1591
 FO1591|---------------------------------------------------------------------|
 FO1591| PID    Reference Object                     Distance      Geod. Az  |
 FO1591|                                                           dddmmss.s |
 FO1591| FO1596 I40 62                              APPROX. 1.3 KM 3385733.2 |
 FO1591|---------------------------------------------------------------------|
 FO1591
 FO1591                          SUPERSEDED SURVEY CONTROL
 FO1591
 FO1591  NAD 83(1986)-  35 01 11.56894(N)    107 19 48.25862(W) AD(       ) 2
 FO1591  NAD 27      -  35 01 11.40853(N)    107 19 46.10205(W) AD(       ) 2
 FO1591  NGVD 29 (07/19/86) 1745.5    (m)         5727.     (f) VERT ANG       
 FO1591
 FO1591.Superseded values are not recommended for survey control.
 FO1591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1591.See file dsdata.txt to determine how the superseded data were derived.
 FO1591
 FO1591_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBU8740877729(NAD 83)
 FO1591_MARKER: DD = SURVEY DISK
 FO1591_SETTING: 0 = UNSPECIFIED SETTING
 FO1591_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FO1591
 FO1591  HISTORY     - Date     Condition        Report By
 FO1591  HISTORY     - 1971     MONUMENTED       NMHD
 FO1591
 FO1591                          STATION DESCRIPTION
 FO1591
 FO1591'DESCRIBED BY NM HIGHWAY DEPT 1971 (RGL)
 FO1591'THE STATION IS LOCATED ABOUT 23 MILES WEST OF THE RIO PUERCO
 FO1591'BRIDGE ON INTERSTATE HIGHWAY 40.
 FO1591'
 FO1591'TO REACH THE STATION FROM THE BRIDGE AT THE RIO PUERCO ON
 FO1591'INTERSTATE 40, GO 23.3 MILES WEST ON INTERSTATE 40, AND 0.7 MILES
 FO1591'WEST OF THE MESITA INTERCHANGE.
 FO1591'
 FO1591'THE STATION IS LOCATED 50 FEET NORTH OF THE CENTERLINE OF THE
 FO1591'WESTBOUND LANE AT THE CENTER OF A SIGN PLATFORM, UNDER A SIGN
 FO1591'READING GRANTS-33, FLAGSTAFF-274.
 FO1591'
 FO1591'THE MONUMENT IS A NEW MEXICO STATE HIGHWAY COMMISSION STANDARD
 FO1591'DISK, STAMPED STA. I-40-61, SET IN CONCRETE AND FLUSH WITH THE
 FO1591'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1596 ***********************************************************************
 FO1596  DESIGNATION -  I40 62
 FO1596  PID         -  FO1596
 FO1596  STATE/COUNTY-  NM/CIBOLA
 FO1596  USGS QUAD   -  MESITA (1971)
 FO1596
 FO1596                         *CURRENT SURVEY CONTROL
 FO1596  ___________________________________________________________________
 FO1596* NAD 83(1992)-  35 01 51.97482(N)    107 20 07.15564(W)     ADJUSTED  
 FO1596* NAVD 88     -      1741.8    (meters)    5715.     (feet)  VERTCON   
 FO1596  ___________________________________________________________________
 FO1596  LAPLACE CORR-          -1.69  (seconds)                    DEFLEC99
 FO1596  GEOID HEIGHT-         -20.97  (meters)                     GEOID03
 FO1596
 FO1596  HORZ ORDER  -  SECOND
 FO1596
 FO1596.The horizontal coordinates were established by classical geodetic methods
 FO1596.and adjusted by the National Geodetic Survey in December 1993..
 FO1596
 FO1596.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1596.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1596
 FO1596.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1596
 FO1596.The geoid height was determined by GEOID03.
 FO1596
 FO1596;                    North         East     Units Scale Factor Converg.
 FO1596;SPC NM W     -   447,145.404   875,441.833   MT  0.99994211   +0 17 09.1
 FO1596;SPC NM W     - 1,467,009.55  2,872,178.75   sFT  0.99994211   +0 17 09.1
 FO1596;UTM  13      - 3,878,985.435   286,958.482   MT  1.00015940   -1 20 27.7
 FO1596
 FO1596!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1596!SPC NM W     -   0.99972995  x   0.99994211  =   0.99967208
 FO1596!UTM  13      -   0.99972995  x   1.00015940  =   0.99988931
 FO1596
 FO1596|---------------------------------------------------------------------|
 FO1596| PID    Reference Object                     Distance      Geod. Az  |
 FO1596|                                                           dddmmss.s |
 FO1596| FO1595 I40 63                              342.241 METERS 32909     |
 FO1596|---------------------------------------------------------------------|
 FO1596
 FO1596                          SUPERSEDED SURVEY CONTROL
 FO1596
 FO1596  NAD 83(1986)-  35 01 51.97712(N)    107 20 07.15672(W) AD(       ) 2
 FO1596  NAD 27      -  35 01 51.81799(N)    107 20 04.99914(W) AD(       ) 2
 FO1596  NGVD 29 (07/19/86) 1740.9    (m)         5712.     (f) VERT ANG       
 FO1596
 FO1596.Superseded values are not recommended for survey control.
 FO1596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1596.See file dsdata.txt to determine how the superseded data were derived.
 FO1596
 FO1596_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBU8695878985(NAD 83)
 FO1596_MARKER: DD = SURVEY DISK
 FO1596_SETTING: 0 = UNSPECIFIED SETTING
 FO1596_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FO1596
 FO1596  HISTORY     - Date     Condition        Report By
 FO1596  HISTORY     - 1971     MONUMENTED       NMHD
 FO1596
 FO1596                          STATION DESCRIPTION
 FO1596
 FO1596'DESCRIBED BY NM HIGHWAY DEPT 1971 (RGL)
 FO1596'THE STATION IS LOCATED ABOUT 1.5 MILES WEST OF THE MESITA
 FO1596'INTERCHANGE NORTH OF INTERSTATE HIGHWAY 40, ON OLD U.S. 66.
 FO1596'
 FO1596'TO REACH THE STATION FROM THE MESITA INTERCHANGE ON INTERSTATE 40,
 FO1596'GO NORTH FOR 0.5 MILES TO NORTH FRONTAGE ROAD (OLD U.S. 66), THEN
 FO1596'TRAVEL WEST FOR 1.5 MILES AND THE STATION ON THE RIGHT.
 FO1596'
 FO1596'THE STATION IS LOCATED ABOUT 50 FEET NORTH OF THE CENTERLINE OF
 FO1596'THE HIGHWAY, UNDER A POWERLINE, ABOUT 95 FEET EAST OF A POWER POLE
 FO1596'AND 2 FEET WEST OF A WITNESS POST.
 FO1596'
 FO1596'THE STATION IS A NEW MEXICO STATE HIGHWAY COMMISSION STANDARD
 FO1596'DISK, STAMPED STA. I40-62, SET IN CONCRETE AND FLUSH WITH THE
 FO1596'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1595 ***********************************************************************
 FO1595  DESIGNATION -  I40 63
 FO1595  PID         -  FO1595
 FO1595  STATE/COUNTY-  NM/CIBOLA
 FO1595  USGS QUAD   -  MESITA (1971)
 FO1595
 FO1595                         *CURRENT SURVEY CONTROL
 FO1595  ___________________________________________________________________
 FO1595* NAD 83(1992)-  35 02 01.50959(N)    107 20 14.07825(W)     ADJUSTED  
 FO1595* NAVD 88     -      1733.4    (meters)    5687.     (feet)  VERTCON   
 FO1595  ___________________________________________________________________
 FO1595  LAPLACE CORR-          -1.66  (seconds)                    DEFLEC99
 FO1595  GEOID HEIGHT-         -20.96  (meters)                     GEOID03
 FO1595
 FO1595  HORZ ORDER  -  SECOND
 FO1595
 FO1595.The horizontal coordinates were established by classical geodetic methods
 FO1595.and adjusted by the National Geodetic Survey in December 1993..
 FO1595
 FO1595.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1595.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1595
 FO1595.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1595
 FO1595.The geoid height was determined by GEOID03.
 FO1595
 FO1595;                    North         East     Units Scale Factor Converg.
 FO1595;SPC NM W     -   447,438.343   875,264.909   MT  0.99994191   +0 17 05.2
 FO1595;SPC NM W     - 1,467,970.63  2,871,598.29   sFT  0.99994191   +0 17 05.2
 FO1595;UTM  13      - 3,879,283.343   286,789.910   MT  1.00016029   -1 20 32.0
 FO1595
 FO1595!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1595!SPC NM W     -   0.99973127  x   0.99994191  =   0.99967320
 FO1595!UTM  13      -   0.99973127  x   1.00016029  =   0.99989152
 FO1595
 FO1595|---------------------------------------------------------------------|
 FO1595| PID    Reference Object                     Distance      Geod. Az  |
 FO1595|                                                           dddmmss.s |
 FO1595| FO1596 I40 62                              342.241 METERS 14909     |
 FO1595|---------------------------------------------------------------------|
 FO1595
 FO1595                          SUPERSEDED SURVEY CONTROL
 FO1595
 FO1595  NAD 83(1986)-  35 02 01.51185(N)    107 20 14.07931(W) AD(       ) 2
 FO1595  NAD 27      -  35 02 01.35319(N)    107 20 11.92154(W) AD(       ) 2
 FO1595  NGVD 29 (07/19/86) 1732.5    (m)         5684.     (f) VERT ANG       
 FO1595
 FO1595.Superseded values are not recommended for survey control.
 FO1595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1595.See file dsdata.txt to determine how the superseded data were derived.
 FO1595
 FO1595_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBU8679079283(NAD 83)
 FO1595_MARKER: DD = SURVEY DISK
 FO1595_SETTING: 0 = UNSPECIFIED SETTING
 FO1595_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FO1595
 FO1595  HISTORY     - Date     Condition        Report By
 FO1595  HISTORY     - 1971     MONUMENTED       NMHD
 FO1595
 FO1595                          STATION DESCRIPTION
 FO1595
 FO1595'DESCRIBED BY NM HIGHWAY DEPT 1971 (RGL)
 FO1595'THE STATION IS LOCATED ABOUT 2 MILES WEST OF THE MESITA INTERCHANGE,
 FO1595'NORTH OF INTERSTATE HIGHWAY 40, ON OLD U.S. 66.
 FO1595'
 FO1595'TO REACH THE STATION FROM THE MESITA INTERCHANGE ON INTERSTATE
 FO1595'HIGHWAY 40, GO 0.5 MILES TO THE NORTH FRONTAGE ROAD (OLD
 FO1595'U.S. HIGHWAY 66), THEN GO WEST ON OLD U.S. HIGHWAY 66 FOR 1.8
 FO1595'MILES TO THE STATION ON THE RIGHT.  THE STATION IS LOCATED ABOUT
 FO1595'40 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, AT THE TOE OF THE
 FO1595'SLOPE OF A 6 FOOT FILL AND 100 FT. NORTH OF THE BOTTOM OF A LARGE
 FO1595'SAND STONE MESA, 2 FT. NORTH OF A WITNESS POST.
 FO1595'
 FO1595'THE MONUMENT IS A NEW MEXICO STATE HIGHWAY COMMISSION STANDARD
 FO1595'DISK, STAMPED STA. I-40-63, SET IN CONCRETE AND FLUSH WITH THE
 FO1595'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1593 ***********************************************************************
 FO1593  DESIGNATION -  I40 64
 FO1593  PID         -  FO1593
 FO1593  STATE/COUNTY-  NM/CIBOLA
 FO1593  USGS QUAD   -  MESITA (1971)
 FO1593
 FO1593                         *CURRENT SURVEY CONTROL
 FO1593  ___________________________________________________________________
 FO1593* NAD 83(1992)-  35 02 20.24775(N)    107 21 40.44930(W)     ADJUSTED  
 FO1593* NAVD 88     -      1800.2    (meters)    5906.     (feet)  VERTCON   
 FO1593  ___________________________________________________________________
 FO1593  LAPLACE CORR-          -1.83  (seconds)                    DEFLEC99
 FO1593  GEOID HEIGHT-         -20.93  (meters)                     GEOID03
 FO1593
 FO1593  HORZ ORDER  -  SECOND
 FO1593
 FO1593.The horizontal coordinates were established by classical geodetic methods
 FO1593.and adjusted by the National Geodetic Survey in December 1993..
 FO1593
 FO1593.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1593.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1593
 FO1593.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1593
 FO1593.The geoid height was determined by GEOID03.
 FO1593
 FO1593;                    North         East     Units Scale Factor Converg.
 FO1593;SPC NM W     -   448,005.138   873,073.051   MT  0.99993952   +0 16 15.8
 FO1593;SPC NM W     - 1,469,830.19  2,864,407.17   sFT  0.99993952   +0 16 15.8
 FO1593;UTM  13      - 3,879,912.289   284,614.540   MT  1.00017178   -1 21 22.3
 FO1593
 FO1593!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1593!SPC NM W     -   0.99972080  x   0.99993952  =   0.99966034
 FO1593!UTM  13      -   0.99972080  x   1.00017178  =   0.99989253
 FO1593
 FO1593|---------------------------------------------------------------------|
 FO1593| PID    Reference Object                     Distance      Geod. Az  |
 FO1593|                                                           dddmmss.s |
 FO1593| FO1594 I40 64A                             391.940 METERS 17951     |
 FO1593|---------------------------------------------------------------------|
 FO1593
 FO1593                          SUPERSEDED SURVEY CONTROL
 FO1593
 FO1593  NAD 83(1986)-  35 02 20.24991(N)    107 21 40.45039(W) AD(       ) 2
 FO1593  NAD 27      -  35 02 20.09251(N)    107 21 38.29019(W) AD(       ) 2
 FO1593  NGVD 29 (07/19/86) 1799.2    (m)         5903.     (f) VERT ANG       
 FO1593
 FO1593.Superseded values are not recommended for survey control.
 FO1593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1593.See file dsdata.txt to determine how the superseded data were derived.
 FO1593
 FO1593_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBU8461579912(NAD 83)
 FO1593_MARKER: DD = SURVEY DISK
 FO1593_SETTING: 0 = UNSPECIFIED SETTING
 FO1593_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FO1593
 FO1593  HISTORY     - Date     Condition        Report By
 FO1593  HISTORY     - 1971     MONUMENTED       NMHD
 FO1593
 FO1593                          STATION DESCRIPTION
 FO1593
 FO1593'DESCRIBED BY NM HIGHWAY DEPT 1971 (RGL)
 FO1593'THE STATION IS LOCATED ABOUT 1/2 MILE EAST OF THE OVERPASS TO
 FO1593'LAGUNA, AT THE LAGUNA INTERCHANGE ON INTERSTATE 40.
 FO1593'
 FO1593'TO REACH THE STATION FROM THE LAGUNA OVERPASS ON INTERSTATE 40,
 FO1593'TRAVEL EAST FOR 0.6 MILES TO THE STATION ON THE LEFT.  THE
 FO1593'STATION IS LOCATED ABOUT 6 FEET NORTH OF THE CURB AT THE OFF-RAMP
 FO1593'TO LAGUNA, AND 5 FEET SOUTH OF A WITNESS POST.
 FO1593'
 FO1593'THE MONUMENT IS A NEW MEXICO STATE HIGHWAY COMMISSION STANDARD
 FO1593'DISK, STAMPED STA. I-40-64, SET IN CONCRETE AND FLUSH WITH THE
 FO1593'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1594 ***********************************************************************
 FO1594  DESIGNATION -  I40 64A
 FO1594  PID         -  FO1594
 FO1594  STATE/COUNTY-  NM/CIBOLA
 FO1594  USGS QUAD   -  MESITA (1971)
 FO1594
 FO1594                         *CURRENT SURVEY CONTROL
 FO1594  ___________________________________________________________________
 FO1594* NAD 83(1992)-  35 02 07.52949(N)    107 21 40.40720(W)     ADJUSTED  
 FO1594* NAVD 88     -      1876.2    (meters)    6155.     (feet)  VERTCON   
 FO1594  ___________________________________________________________________
 FO1594  LAPLACE CORR-          -1.80  (seconds)                    DEFLEC99
 FO1594  GEOID HEIGHT-         -20.94  (meters)                     GEOID03
 FO1594
 FO1594  HORZ ORDER  -  SECOND
 FO1594
 FO1594.The horizontal coordinates were established by classical geodetic methods
 FO1594.and adjusted by the National Geodetic Survey in December 1993..
 FO1594
 FO1594.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1594.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1594
 FO1594.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1594
 FO1594.The geoid height was determined by GEOID03.
 FO1594
 FO1594;                    North         East     Units Scale Factor Converg.
 FO1594;SPC NM W     -   447,613.232   873,075.972   MT  0.99993953   +0 16 15.7
 FO1594;SPC NM W     - 1,468,544.41  2,864,416.75   sFT  0.99993953   +0 16 15.7
 FO1594;UTM  13      - 3,879,520.367   284,606.329   MT  1.00017182   -1 21 21.8
 FO1594
 FO1594!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1594!SPC NM W     -   0.99970888  x   0.99993953  =   0.99964842
 FO1594!UTM  13      -   0.99970888  x   1.00017182  =   0.99988065
 FO1594
 FO1594|---------------------------------------------------------------------|
 FO1594| PID    Reference Object                     Distance      Geod. Az  |
 FO1594|                                                           dddmmss.s |
 FO1594| FO1593 I40 64                              391.940 METERS 35951     |
 FO1594|---------------------------------------------------------------------|
 FO1594
 FO1594                          SUPERSEDED SURVEY CONTROL
 FO1594
 FO1594  NAD 83(1986)-  35 02 07.53167(N)    107 21 40.40828(W) AD(       ) 2
 FO1594  NAD 27      -  35 02 07.37392(N)    107 21 38.24825(W) AD(       ) 2
 FO1594  NGVD 29 (07/19/86) 1875.2    (m)         6152.     (f) VERT ANG       
 FO1594
 FO1594.Superseded values are not recommended for survey control.
 FO1594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1594.See file dsdata.txt to determine how the superseded data were derived.
 FO1594
 FO1594_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBU8460679520(NAD 83)
 FO1594_MARKER: DD = SURVEY DISK
 FO1594_SETTING: 0 = UNSPECIFIED SETTING
 FO1594_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FO1594
 FO1594  HISTORY     - Date     Condition        Report By
 FO1594  HISTORY     - 1972     MONUMENTED       NMHD
 FO1594
 FO1594                          STATION DESCRIPTION
 FO1594
 FO1594'DESCRIBED BY NM HIGHWAY DEPT 1972 (RGL)
 FO1594'THE STATION IS LOCATED ABOUT 0.3 MILES SE ON THE LAGUNA OVERPASS
 FO1594'ON INTERSTATE HIGHWAY 40, AT THE TOP OF THE HIGHEST HILL.
 FO1594'
 FO1594'TO REACH THE STATION FROM THE LAGUNA OVERPASS, GO 0.5 MILE WEST
 FO1594'ON THE NORTH FRONTAGE ROAD TO A BLADED ROAD GOING SOUTH.  GO SOUTH
 FO1594'ON THE BLADED ROAD FOR 0.1 MILE TO A FORK.  TAKE THE RIGHT FORK
 FO1594'AND CONTINUE SOUTH FOR 0.1 MILE TO A BOX CULVERT UNDERPASS UNDER
 FO1594'INTERSTATE HIGHWAY 40.  CONTINUE THROUGH THE UNDERPASS FOR ABOUT
 FO1594'300 FT. AND TURN LEFT ON A TRAIL ROAD.  CONTINUE EAST ALONG THE
 FO1594'TRAIL ROAD FOR 0.75 MILE TO TURN TO THE RIGHT.  TRAVEL SOUTH
 FO1594'FOR 0.3 MILE, TAKE A SHARP LEFT TURN AND TRAVEL TO THE TOP OF
 FO1594'THE HILL AND THE STATION.
 FO1594'
 FO1594'THE STATION IS LOCATED ABOUT 20 FT. NORTH OF A BLOCK BUILDING,
 FO1594'25 FT. NORTH OF A HIGH ANTENNA, 35 FT. NORTHEAST OF A POWER POLE AND
 FO1594'2 FT. SOUTH OF A WITNESS POST.
 FO1594'
 FO1594'THE MONUMENT IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 FO1594'BRASS DISK, STAMPED I-40-64A, AND IS SET IN CONCRETE FLUSH WITH
 FO1594'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1590 ***********************************************************************
 FO1590  DESIGNATION -  I40 65
 FO1590  PID         -  FO1590
 FO1590  STATE/COUNTY-  NM/CIBOLA
 FO1590  USGS QUAD   -  MESITA (1971)
 FO1590
 FO1590                         *CURRENT SURVEY CONTROL
 FO1590  ___________________________________________________________________
 FO1590* NAD 83(1992)-  35 02 16.75826(N)    107 22 07.82762(W)     ADJUSTED  
 FO1590* NAVD 88     -      1795.7    (meters)    5891.     (feet)  VERTCON   
 FO1590  ___________________________________________________________________
 FO1590  LAPLACE CORR-          -1.84  (seconds)                    DEFLEC99
 FO1590  GEOID HEIGHT-         -20.93  (meters)                     GEOID03
 FO1590
 FO1590  HORZ ORDER  -  SECOND
 FO1590
 FO1590.The horizontal coordinates were established by classical geodetic methods
 FO1590.and adjusted by the National Geodetic Survey in December 1993..
 FO1590
 FO1590.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1590.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1590
 FO1590.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1590
 FO1590.The geoid height was determined by GEOID03.
 FO1590
 FO1590;                    North         East     Units Scale Factor Converg.
 FO1590;SPC NM W     -   447,894.354   872,379.676   MT  0.99993879   +0 16 00.0
 FO1590;SPC NM W     - 1,469,466.73  2,862,132.32   sFT  0.99993879   +0 16 00.0
 FO1590;UTM  13      - 3,879,821.217   283,918.135   MT  1.00017548   -1 21 37.9
 FO1590
 FO1590!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1590!SPC NM W     -   0.99972150  x   0.99993879  =   0.99966031
 FO1590!UTM  13      -   0.99972150  x   1.00017548  =   0.99989693
 FO1590
 FO1590:                Primary Azimuth Mark                     Grid Az
 FO1590:SPC NM W     -  I40 64                                   080 55 20.3
 FO1590:UTM  13      -  I40 64                                   082 32 58.2
 FO1590
 FO1590|---------------------------------------------------------------------|
 FO1590| PID    Reference Object                     Distance      Geod. Az  |
 FO1590|                                                           dddmmss.s |
 FO1590| FO1593 I40 64                              APPROX. 0.7 KM 0811120.3 |
 FO1590|---------------------------------------------------------------------|
 FO1590
 FO1590                          SUPERSEDED SURVEY CONTROL
 FO1590
 FO1590  NAD 83(1986)-  35 02 16.76040(N)    107 22 07.82870(W) AD(       ) 2
 FO1590  NAD 27      -  35 02 16.60312(N)    107 22 05.66794(W) AD(       ) 2
 FO1590  NGVD 29 (07/19/86) 1794.7    (m)         5888.     (f) VERT ANG       
 FO1590
 FO1590.Superseded values are not recommended for survey control.
 FO1590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1590.See file dsdata.txt to determine how the superseded data were derived.
 FO1590
 FO1590_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBU8391879821(NAD 83)
 FO1590_MARKER: DD = SURVEY DISK
 FO1590_SETTING: 0 = UNSPECIFIED SETTING
 FO1590_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FO1590
 FO1590  HISTORY     - Date     Condition        Report By
 FO1590  HISTORY     - 1971     MONUMENTED       NMHD
 FO1590
 FO1590                          STATION DESCRIPTION
 FO1590
 FO1590'DESCRIBED BY NM HIGHWAY DEPT 1971 (RGL)
 FO1590'THE STATION IS LOCATED AT THE LAGUNA INTERCHANGE ON INTERSTATE
 FO1590'HIGHWAY 40.
 FO1590'
 FO1590'THE STATION IS LOCATED 15 FT. NORTH OF THE NORTHWEST WINGWALL
 FO1590'ON THE BRIDGE GOING ACROSS I-40 AT THE LAGUNA INTERCHANGE, 2
 FO1590'FT. WEST OF THE CURB AND THE GUARDRAIL, AND 2 FT. SOUTH OF A
 FO1590'WITNESS POST.
 FO1590'
 FO1590'THE MONUMENT IS A NEW MEXICO STATE HIGHWAY COMMISSION STANDARD
 FO1590'DISK, STAMPED I-40-65, SET IN CONCRETE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1599 ***********************************************************************
 FO1599  DESIGNATION -  I40 66
 FO1599  PID         -  FO1599
 FO1599  STATE/COUNTY-  NM/CIBOLA
 FO1599  USGS QUAD   -  LAGUNA (1971)
 FO1599
 FO1599                         *CURRENT SURVEY CONTROL
 FO1599  ___________________________________________________________________
 FO1599* NAD 83(1992)-  35 01 50.18836(N)    107 22 56.26180(W)     ADJUSTED  
 FO1599* NAVD 88     -      1776.0    (meters)    5827.     (feet)  VERTCON   
 FO1599  ___________________________________________________________________
 FO1599  LAPLACE CORR-          -1.58  (seconds)                    DEFLEC99
 FO1599  GEOID HEIGHT-         -20.93  (meters)                     GEOID03
 FO1599
 FO1599  HORZ ORDER  -  SECOND
 FO1599
 FO1599.The horizontal coordinates were established by classical geodetic methods
 FO1599.and adjusted by the National Geodetic Survey in December 1993..
 FO1599
 FO1599.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1599.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1599
 FO1599.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1599
 FO1599.The geoid height was determined by GEOID03.
 FO1599
 FO1599;                    North         East     Units Scale Factor Converg.
 FO1599;SPC NM W     -   447,069.978   871,155.847   MT  0.99993753   +0 15 32.1
 FO1599;SPC NM W     - 1,466,762.09  2,858,117.14   sFT  0.99993753   +0 15 32.1
 FO1599;UTM  13      - 3,879,031.733   282,671.093   MT  1.00018214   -1 22 04.8
 FO1599
 FO1599!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1599!SPC NM W     -   0.99972459  x   0.99993753  =   0.99966214
 FO1599!UTM  13      -   0.99972459  x   1.00018214  =   0.99990668
 FO1599
 FO1599:                Primary Azimuth Mark                     Grid Az
 FO1599:SPC NM W     -  I40 66A                                  327 22 52.4
 FO1599:UTM  13      -  I40 66A                                  329 00 29.3
 FO1599
 FO1599|---------------------------------------------------------------------|
 FO1599| PID    Reference Object                     Distance      Geod. Az  |
 FO1599|                                                           dddmmss.s |
 FO1599| FO1601 I40 66A                             APPROX. 1.1 KM 3273824.5 |
 FO1599|---------------------------------------------------------------------|
 FO1599
 FO1599                          SUPERSEDED SURVEY CONTROL
 FO1599
 FO1599  NAD 83(1986)-  35 01 50.19045(N)    107 22 56.26288(W) AD(       ) 2
 FO1599  NAD 27      -  35 01 50.03286(N)    107 22 54.10079(W) AD(       ) 2
 FO1599  NGVD 29 (07/19/86) 1775.0    (m)         5823.     (f) VERT ANG       
 FO1599
 FO1599.Superseded values are not recommended for survey control.
 FO1599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1599.See file dsdata.txt to determine how the superseded data were derived.
 FO1599
 FO1599_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBU8267179032(NAD 83)
 FO1599_MARKER: DD = SURVEY DISK
 FO1599_SETTING: 0 = UNSPECIFIED SETTING
 FO1599_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FO1599
 FO1599  HISTORY     - Date     Condition        Report By
 FO1599  HISTORY     - 1971     MONUMENTED       NMHD
 FO1599
 FO1599                          STATION DESCRIPTION
 FO1599
 FO1599'DESCRIBED BY NM HIGHWAY DEPT 1971 (RGL)
 FO1599'THE STATION IS LOCATED ABOUT 1 MILE WEST OF THE BRIDGE OVER
 FO1599'INTERSTATE HIGHWAY 40, AT THE LAGUNA INTERCHANGE.
 FO1599'
 FO1599'TO REACH THE STATION FROM THE BRIDGE OVER INTERSTATE 40, AT THE
 FO1599'LAGUNA INTERCHANGE, GO 0.8 MILES WEST ON INTERSTATE HIGHWAY 40 TO
 FO1599'THE STATION ON THE LEFT.
 FO1599'
 FO1599'THE STATION IS LOCATED ON A LOW ROCK CUT, 3 FT. NORTH OF THE
 FO1599'SOUTH RIGHT OF WAY FENCE, AND THE WITNESS POST.
 FO1599'
 FO1599'THE MONUMENT IS A NEW MEXICO STATE HIGHWAY COMMISSION STANDARD
 FO1599'DISK, SET IN CONCRETE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1601 ***********************************************************************
 FO1601  DESIGNATION -  I40 66A
 FO1601  PID         -  FO1601
 FO1601  STATE/COUNTY-  NM/CIBOLA
 FO1601  USGS QUAD   -  LAGUNA (1971)
 FO1601
 FO1601                         *CURRENT SURVEY CONTROL
 FO1601  ___________________________________________________________________
 FO1601* NAD 83(1992)-  35 02 20.49788(N)    107 23 19.61322(W)     ADJUSTED  
 FO1601* NAVD 88     -      1801.2    (meters)    5909.     (feet)  VERTCON   
 FO1601  ___________________________________________________________________
 FO1601  LAPLACE CORR-          -1.70  (seconds)                    DEFLEC99
 FO1601  GEOID HEIGHT-         -20.90  (meters)                     GEOID03
 FO1601
 FO1601  HORZ ORDER  -  SECOND
 FO1601
 FO1601.The horizontal coordinates were established by classical geodetic methods
 FO1601.and adjusted by the National Geodetic Survey in December 1993..
 FO1601
 FO1601.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1601.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1601
 FO1601.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1601
 FO1601.The geoid height was determined by GEOID03.
 FO1601
 FO1601;                    North         East     Units Scale Factor Converg.
 FO1601;SPC NM W     -   448,001.303   870,559.809   MT  0.99993693   +0 15 18.8
 FO1601;SPC NM W     - 1,469,817.61  2,856,161.64   sFT  0.99993693   +0 15 18.8
 FO1601;UTM  13      - 3,879,979.840   282,101.599   MT  1.00018520   -1 22 19.3
 FO1601
 FO1601!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1601!SPC NM W     -   0.99972063  x   0.99993693  =   0.99965758
 FO1601!UTM  13      -   0.99972063  x   1.00018520  =   0.99990578
 FO1601
 FO1601:                Primary Azimuth Mark                     Grid Az
 FO1601:SPC NM W     -  I40 67                                   236 15 14.3
 FO1601:UTM  13      -  I40 67                                   237 52 52.4
 FO1601
 FO1601|---------------------------------------------------------------------|
 FO1601| PID    Reference Object                     Distance      Geod. Az  |
 FO1601|                                                           dddmmss.s |
 FO1601| FO1600 I40 67                              APPROX. 2.6 KM 2363033.1 |
 FO1601|---------------------------------------------------------------------|
 FO1601
 FO1601                          SUPERSEDED SURVEY CONTROL
 FO1601
 FO1601  NAD 83(1986)-  35 02 20.49997(N)    107 23 19.61434(W) AD(       ) 2
 FO1601  NAD 27      -  35 02 20.34343(N)    107 23 17.45150(W) AD(       ) 2
 FO1601  NGVD 29 (07/19/86) 1800.2    (m)         5906.     (f) VERT ANG       
 FO1601
 FO1601.Superseded values are not recommended for survey control.
 FO1601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1601.See file dsdata.txt to determine how the superseded data were derived.
 FO1601
 FO1601_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBU8210279980(NAD 83)
 FO1601_MARKER: DD = SURVEY DISK
 FO1601_SETTING: 0 = UNSPECIFIED SETTING
 FO1601_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FO1601
 FO1601  HISTORY     - Date     Condition        Report By
 FO1601  HISTORY     - 1972     MONUMENTED       NMHD
 FO1601
 FO1601                          STATION DESCRIPTION
 FO1601
 FO1601'DESCRIBED BY NM HIGHWAY DEPT 1972 (RGL)
 FO1601'THE STATION IS LOCATED ABOUT 1 MILE WEST ON OLD U.S. HIGHWAY 66,
 FO1601'FROM THE LAGUNA OVERPASS, ON INTERSTATE 40.
 FO1601'
 FO1601'TO REACH THE STATION FROM THE LAGUNA OVERPASS, GO WEST ON THE
 FO1601'NORTH FRONTAGE ROAD TO THE VILLAGE OF LAGUNA.  TURN LEFT AND THEN
 FO1601'RIGHT ON A TWO-LANE PAVED ROAD, WHICH IS OLD U.S. HIGHWAY
 FO1601'66.  CONTINUE WEST FOR 0.3 MILES TO THE STATION ON THE RIGHT.
 FO1601'
 FO1601'THE STATION IS LOCATED ABOUT 60 FT. RIGHT OF THE ROAD, ON A LOW
 FO1601'CUT, AND 2 FT. WEST OF A WITNESS POST.
 FO1601'
 FO1601'THE MONUMENT IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 FO1601'BRASS DISK, STAMPED I-40-66A, AND IS SET IN CONCRETE FLUSH WITH
 FO1601'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1600 ***********************************************************************
 FO1600  DESIGNATION -  I40 67
 FO1600  PID         -  FO1600
 FO1600  STATE/COUNTY-  NM/CIBOLA
 FO1600  USGS QUAD   -  LAGUNA (1971)
 FO1600
 FO1600                         *CURRENT SURVEY CONTROL
 FO1600  ___________________________________________________________________
 FO1600* NAD 83(1992)-  35 01 34.25914(N)    107 24 44.55349(W)     ADJUSTED  
 FO1600* NAVD 88     -      1803.0    (meters)    5915.     (feet)  VERTCON   
 FO1600  ___________________________________________________________________
 FO1600  LAPLACE CORR-          -1.57  (seconds)                    DEFLEC99
 FO1600  GEOID HEIGHT-         -20.90  (meters)                     GEOID03
 FO1600
 FO1600  HORZ ORDER  -  SECOND
 FO1600
 FO1600.The horizontal coordinates were established by classical geodetic methods
 FO1600.and adjusted by the National Geodetic Survey in December 1993..
 FO1600
 FO1600.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1600.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1600
 FO1600.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1600
 FO1600.The geoid height was determined by GEOID03.
 FO1600
 FO1600;                    North         East     Units Scale Factor Converg.
 FO1600;SPC NM W     -   446,567.134   868,413.100   MT  0.99993485   +0 14 29.8
 FO1600;SPC NM W     - 1,465,112.34  2,849,118.65   sFT  0.99993485   +0 14 29.8
 FO1600;UTM  13      - 3,878,606.850   279,914.477   MT  1.00019701   -1 23 06.5
 FO1600
 FO1600!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1600!SPC NM W     -   0.99972035  x   0.99993485  =   0.99965522
 FO1600!UTM  13      -   0.99972035  x   1.00019701  =   0.99991731
 FO1600
 FO1600:                Primary Azimuth Mark                     Grid Az
 FO1600:SPC NM W     -  I40 66A                                  056 15 14.5
 FO1600:UTM  13      -  I40 66A                                  057 52 50.8
 FO1600
 FO1600|---------------------------------------------------------------------|
 FO1600| PID    Reference Object                     Distance      Geod. Az  |
 FO1600|                                                           dddmmss.s |
 FO1600| FO1601 I40 66A                             APPROX. 2.6 KM 0562944.3 |
 FO1600|---------------------------------------------------------------------|
 FO1600
 FO1600                          SUPERSEDED SURVEY CONTROL
 FO1600
 FO1600  NAD 83(1986)-  35 01 34.26115(N)    107 24 44.55458(W) AD(       ) 2
 FO1600  NAD 27      -  35 01 34.10387(N)    107 24 42.38968(W) AD(       ) 2
 FO1600  NGVD 29 (07/19/86) 1802.0    (m)         5912.     (f) VERT ANG       
 FO1600
 FO1600.Superseded values are not recommended for survey control.
 FO1600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1600.See file dsdata.txt to determine how the superseded data were derived.
 FO1600
 FO1600_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBU7991478607(NAD 83)
 FO1600_MARKER: DD = SURVEY DISK
 FO1600_SETTING: 0 = UNSPECIFIED SETTING
 FO1600_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FO1600
 FO1600  HISTORY     - Date     Condition        Report By
 FO1600  HISTORY     - 1971     MONUMENTED       NMHD
 FO1600
 FO1600                          STATION DESCRIPTION
 FO1600
 FO1600'DESCRIBED BY NM HIGHWAY DEPT 1971 (RGL)
 FO1600'THE STATION IS LOCATED ABOUT 2.5 MILES WEST OF THE BRIDGE OVER
 FO1600'INTERSTATE HIGHWAY 40 AT THE LAGUNA INTERCHANGE.
 FO1600'
 FO1600'TO REACH THE STATION FROM THE BRIDGE OVER INTERSTATE HIGHWAY 40
 FO1600'AT THE LAGUNA INTERCHANGE, GO 2.5 MILES WEST ON INTERSTATE HIGHWAY
 FO1600'40 TO THE STATION ON THE LEFT.  THE STATION IS LOCATED ABOUT 25
 FO1600'FT. NORTH OF THE SOUTH RIGHT OF WAY FENCE ON A LOW CUT, AND 3
 FO1600'FT. NORTH OF A WITNESS POST.
 FO1600'
 FO1600'THE MONUMENT IS A NEW MEXICO STATE HIGHWAY COMMISSION STANDARD
 FO1600'DISK, STAMPED STA. I-40-67, SET IN CONCRETE AND FLUSH WITH THE
 FO1600'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1603 ***********************************************************************
 FO1603  DESIGNATION -  I40 68
 FO1603  PID         -  FO1603
 FO1603  STATE/COUNTY-  NM/CIBOLA
 FO1603  USGS QUAD   -  LAGUNA (1971)
 FO1603
 FO1603                         *CURRENT SURVEY CONTROL
 FO1603  ___________________________________________________________________
 FO1603* NAD 83(1992)-  35 01 41.84271(N)    107 27 07.13922(W)     ADJUSTED  
 FO1603* NAVD 88     -      1813.4    (meters)    5949.     (feet)  VERTCON   
 FO1603  ___________________________________________________________________
 FO1603  LAPLACE CORR-          -1.24  (seconds)                    DEFLEC99
 FO1603  GEOID HEIGHT-         -20.87  (meters)                     GEOID03
 FO1603
 FO1603  HORZ ORDER  -  SECOND
 FO1603
 FO1603.The horizontal coordinates were established by classical geodetic methods
 FO1603.and adjusted by the National Geodetic Survey in December 1993..
 FO1603
 FO1603.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1603.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1603
 FO1603.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1603
 FO1603.The geoid height was determined by GEOID03.
 FO1603
 FO1603;                    North         East     Units Scale Factor Converg.
 FO1603;SPC NM W     -   446,786.295   864,797.966   MT  0.99993159   +0 13 08.0
 FO1603;SPC NM W     - 1,465,831.37  2,837,257.99   sFT  0.99993159   +0 13 08.0
 FO1603;UTM  13      - 3,878,928.642   276,306.035   MT  1.00021675   -1 24 28.7
 FO1603
 FO1603!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1603!SPC NM W     -   0.99971871  x   0.99993159  =   0.99965032
 FO1603!UTM  13      -   0.99971871  x   1.00021675  =   0.99993540
 FO1603
 FO1603:                Primary Azimuth Mark                     Grid Az
 FO1603:SPC NM W     -  I40 69                                   287 04 47.5
 FO1603:UTM  13      -  I40 69                                   288 42 24.2
 FO1603
 FO1603|---------------------------------------------------------------------|
 FO1603| PID    Reference Object                     Distance      Geod. Az  |
 FO1603|                                                           dddmmss.s |
 FO1603| FO1602 I40 69                              APPROX. 3.3 KM 2871755.5 |
 FO1603|---------------------------------------------------------------------|
 FO1603
 FO1603                          SUPERSEDED SURVEY CONTROL
 FO1603
 FO1603  NAD 83(1986)-  35 01 41.84463(N)    107 27 07.14036(W) AD(       ) 2
 FO1603  NAD 27      -  35 01 41.68853(N)    107 27 04.97127(W) AD(       ) 2
 FO1603  NGVD 29 (07/19/86) 1812.4    (m)         5946.     (f) VERT ANG       
 FO1603
 FO1603.Superseded values are not recommended for survey control.
 FO1603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1603.See file dsdata.txt to determine how the superseded data were derived.
 FO1603
 FO1603_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBU7630678929(NAD 83)
 FO1603_MARKER: DD = SURVEY DISK
 FO1603_SETTING: 0 = UNSPECIFIED SETTING
 FO1603_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FO1603
 FO1603  HISTORY     - Date     Condition        Report By
 FO1603  HISTORY     - 1971     MONUMENTED       NMHD
 FO1603
 FO1603                          STATION DESCRIPTION
 FO1603
 FO1603'DESCRIBED BY NM HIGHWAY DEPT 1971 (RGL)
 FO1603'THE STATION IS LOCATED ABOUT 5 MILES WEST OF THE BRIDGE OVER
 FO1603'INTERSTATE 40 AT THE LAGUNA INTERCHANGE.
 FO1603'
 FO1603'TO REACH THE STATION FROM THE BRIDGE OVER INTERSTATE 40 AT THE
 FO1603'LAGUNA INTERCHANGE, TRAVEL 4.8 MILES WEST ON INTERSTATE 40 TO THE
 FO1603'STATION ON THE RIGHT.  THE STATION IS LOCATED ON TOP OF A SMALL
 FO1603'CUT, ABOUT 27 FT. SOUTH OF THE NORTH RIGHT OF WAY FENCE AND
 FO1603'3 FT. NORTH OF A WITNESS POST.
 FO1603'
 FO1603'THE MONUMENT IS A NEW MEXICO STATE HIGHWAY COMMISSION STANDARD
 FO1603'DISK, STAMPED STA. I-40-68, SET IN CONCRETE AND FLUSH WITH THE
 FO1603'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1602 ***********************************************************************
 FO1602  DESIGNATION -  I40 69
 FO1602  PID         -  FO1602
 FO1602  STATE/COUNTY-  NM/CIBOLA
 FO1602  USGS QUAD   -  LAGUNA (1971)
 FO1602
 FO1602                         *CURRENT SURVEY CONTROL
 FO1602  ___________________________________________________________________
 FO1602* NAD 83(1992)-  35 02 13.48609(N)    107 29 10.73986(W)     ADJUSTED  
 FO1602* NAVD 88     -      1836.9    (meters)    6027.     (feet)  VERTCON   
 FO1602  ___________________________________________________________________
 FO1602  LAPLACE CORR-          -1.28  (seconds)                    DEFLEC99
 FO1602  GEOID HEIGHT-         -20.83  (meters)                     GEOID03
 FO1602
 FO1602  HORZ ORDER  -  SECOND
 FO1602
 FO1602.The horizontal coordinates were established by classical geodetic methods
 FO1602.and adjusted by the National Geodetic Survey in December 1993..
 FO1602
 FO1602.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1602.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1602
 FO1602.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1602
 FO1602.The geoid height was determined by GEOID03.
 FO1602
 FO1602;                    North         East     Units Scale Factor Converg.
 FO1602;SPC NM W     -   447,749.944   861,661.651   MT  0.99992902   +0 11 57.2
 FO1602;SPC NM W     - 1,468,992.94  2,826,968.27   sFT  0.99992902   +0 11 57.2
 FO1602;UTM  13      - 3,879,981.264   273,197.428   MT  1.00023401   -1 25 40.9
 FO1602
 FO1602!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1602!SPC NM W     -   0.99971502  x   0.99992902  =   0.99964406
 FO1602!UTM  13      -   0.99971502  x   1.00023401  =   0.99994896
 FO1602
 FO1602:                Primary Azimuth Mark                     Grid Az
 FO1602:SPC NM W     -  I40 70                                   302 05 29.1
 FO1602:UTM  13      -  I40 70                                   303 43 07.2
 FO1602
 FO1602|---------------------------------------------------------------------|
 FO1602| PID    Reference Object                     Distance      Geod. Az  |
 FO1602|                                                           dddmmss.s |
 FO1602| FO1618 I40 70                              APPROX. 3.9 KM 3021726.3 |
 FO1602|---------------------------------------------------------------------|
 FO1602
 FO1602                          SUPERSEDED SURVEY CONTROL
 FO1602
 FO1602  NAD 83(1986)-  35 02 13.48792(N)    107 29 10.74108(W) AD(       ) 2
 FO1602  NAD 27      -  35 02 13.33365(N)    107 29 08.56809(W) AD(       ) 2
 FO1602  NGVD 29 (07/19/86) 1835.9    (m)         6023.     (f) VERT ANG       
 FO1602
 FO1602.Superseded values are not recommended for survey control.
 FO1602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1602.See file dsdata.txt to determine how the superseded data were derived.
 FO1602
 FO1602_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBU7319779981(NAD 83)
 FO1602_MARKER: DD = SURVEY DISK
 FO1602_SETTING: 0 = UNSPECIFIED SETTING
 FO1602_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FO1602
 FO1602  HISTORY     - Date     Condition        Report By
 FO1602  HISTORY     - 1971     MONUMENTED       NMHD
 FO1602
 FO1602                          STATION DESCRIPTION
 FO1602
 FO1602'DESCRIBED BY NM HIGHWAY DEPT 1971 (RGL)
 FO1602'THE STATION IS LOCATED ABOUT 7 MILES WEST OF THE BRIDGE OVER
 FO1602'INTERSTATE HIGHWAY 40 AT THE LAGUNA INTERCHANGE.
 FO1602'
 FO1602'TO REACH THE STATION FROM THE BRIDGE OVER INTERSTATE 40 AT THE
 FO1602'LAGUNA INTERCHANGE, GO 6.8 MILES WEST ON INTERSTATE 40 TO THE
 FO1602'STATION ON THE LEFT.
 FO1602'
 FO1602'THE STATION IS LOCATED AT THE TOE OF A HIGH CUT BANK, 24 FT. NORTH
 FO1602'OF THE SOUTH RIGHT OF WAY LINE AND 4 FT. NORTH OF A WITNESS POST.
 FO1602'
 FO1602'THE MONUMENT IS A NEW MEXICO STATE HIGHWAY COMMISSION STANDARD
 FO1602'DISK, STAMPED STA. I-40-69, SET IN CONCRETE AND FLUSH WITH THE
 FO1602'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1210 ***********************************************************************
 FO1210  DESIGNATION -  I40 7
 FO1210  PID         -  FO1210
 FO1210  STATE/COUNTY-  NM/BERNALILLO
 FO1210  USGS QUAD   -  ALBUQUERQUE EAST (1990)
 FO1210
 FO1210                         *CURRENT SURVEY CONTROL
 FO1210  ___________________________________________________________________
 FO1210* NAD 83(1992)-  35 05 49.33835(N)    106 34 07.51173(W)     ADJUSTED  
 FO1210* NAVD 88     -      1615.23   (+/-2cm)    5299.3    (feet)  VERTCON   
 FO1210  ___________________________________________________________________
 FO1210  LAPLACE CORR-          10.52  (seconds)                    DEFLEC99
 FO1210  GEOID HEIGHT-         -20.90  (meters)                     GEOID03
 FO1210
 FO1210  HORZ ORDER  -  SECOND
 FO1210  VERT ORDER  -  THIRD ? (See Below)
 FO1210
 FO1210.The horizontal coordinates were established by classical geodetic methods
 FO1210.and adjusted by the National Geodetic Survey in December 1993..
 FO1210
 FO1210.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1210.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1210.The vertical order pertains to the NGVD 29 superseded value.
 FO1210
 FO1210.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1210
 FO1210.The geoid height was determined by GEOID03.
 FO1210
 FO1210;                    North         East     Units Scale Factor Converg.
 FO1210;SPC NM C     -   454,385.204   470,938.848   MT  0.99991041   -0 10 59.8
 FO1210;SPC NM C     - 1,490,762.12  1,545,071.87   sFT  0.99991041   -0 10 59.8
 FO1210;UTM  13      - 3,884,930.001   357,011.768   MT  0.99985198   -0 54 07.7
 FO1210
 FO1210!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1210!SPC NM C     -   0.99974981  x   0.99991041  =   0.99966024
 FO1210!UTM  13      -   0.99974981  x   0.99985198  =   0.99960182
 FO1210
 FO1210:                Primary Azimuth Mark                     Grid Az
 FO1210:SPC NM C     -  I40 8                                    296 30 27.0
 FO1210:UTM  13      -  I40 8                                    297 13 34.9
 FO1210
 FO1210|---------------------------------------------------------------------|
 FO1210| PID    Reference Object                     Distance      Geod. Az  |
 FO1210|                                                           dddmmss.s |
 FO1210| FO1204 I40 8                               APPROX. 0.9 KM 2961927.2 |
 FO1210|---------------------------------------------------------------------|
 FO1210
 FO1210                          SUPERSEDED SURVEY CONTROL
 FO1210
 FO1210  NAD 83(1986)-  35 05 49.34417(N)    106 34 07.51289(W) AD(       ) 2
 FO1210  NAD 27      -  35 05 49.17754(N)    106 34 05.42797(W) AD(       ) 2
 FO1210  NGVD 29 (07/19/86) 1614.40   (m)         5296.6    (f) LEVELING    3  
 FO1210
 FO1210.Superseded values are not recommended for survey control.
 FO1210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1210.See file dsdata.txt to determine how the superseded data were derived.
 FO1210
 FO1210_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU5701284930(NAD 83)
 FO1210_MARKER: DD = SURVEY DISK
 FO1210_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FO1210_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FO1210_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO1210+STABILITY: SURFACE MOTION
 FO1210
 FO1210  HISTORY     - Date     Condition        Report By
 FO1210  HISTORY     - 1969     MONUMENTED       NMHD
 FO1210  HISTORY     - 20041219 MARK NOT FOUND   GEOCAC
 FO1210
 FO1210                          STATION DESCRIPTION
 FO1210
 FO1210'DESCRIBED BY NM HIGHWAY DEPT 1969 (SRC)
 FO1210'THE STATION IS LOCATED IN THE CENTER OF THE MEDIAN OF THE STREET
 FO1210'LOUISIANA JUST SOUTH OF THE LOUISIANA BRIDGE OVER THE I-40
 FO1210'FREEWAY.
 FO1210'
 FO1210'TO REACH THE STATION FROM THE INTERSECTION OF CENTRAL AND
 FO1210'THE RAILROAD TRACKS (DOWNTOWN ALBUQUERQUE), GO EAST ON CENTRAL
 FO1210'(U.S.-66) FOR APPROXIMATELY 0.60 MILE AND TURN NORTH ON I-25.
 FO1210'TRAVEL NORTH ON I-25 FOR 0.55 MILE AND TAKE THE LOMAS=EAST
 FO1210'EXIT.  TRAVEL EAST ON LOMAS FOR 2.75 MILES TO THE INTERSECTION
 FO1210'OF LOUISIANA.  GO NORTH ON LOUISIANA FOR 0.62 MILE TO THE
 FO1210'LOUISIANA BRIDGE OVER I-40.  THE STATION IS IN THE CENTER OF
 FO1210'THE MEDIAN SOUTH OF THE BRIDGE APPROXIMATELY 2 FT SOUTH OF
 FO1210'THE CONCRETE APRON.
 FO1210'
 FO1210'THE MONUMENT IS A STANDARD STATE HIGHWAY COMMISSION DISK
 FO1210'STAMPED STA-I-40-7, AND IS FLUSH WITH THE GROUND.
 FO1210'
 FO1210'FOR THE INFORMATION TO LANDMARK, SEE THE TRIANGULATION DESCRIPTION
 FO1210'FOR LANDMARK AND FOR I-40-6 AND I-40-8, SEE THE TRAVERSE
 FO1210'DESCRIPTION SHEET FOR I-40-6 AND I-40-8.
 FO1210
 FO1210                          STATION RECOVERY (2004)
 FO1210
 FO1210'RECOVERY NOTE BY GEOCACHING 2004 (BMC)
 FO1210'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1618 ***********************************************************************
 FO1618  DESIGNATION -  I40 70
 FO1618  PID         -  FO1618
 FO1618  STATE/COUNTY-  NM/CIBOLA
 FO1618  USGS QUAD   -  CUBERO (1971)
 FO1618
 FO1618                         *CURRENT SURVEY CONTROL
 FO1618  ___________________________________________________________________
 FO1618* NAD 83(1992)-  35 03 21.05852(N)    107 31 20.81349(W)     ADJUSTED  
 FO1618* NAVD 88     -      1842.6    (meters)    6045.     (feet)  VERTCON   
 FO1618  ___________________________________________________________________
 FO1618  LAPLACE CORR-          -0.76  (seconds)                    DEFLEC99
 FO1618  GEOID HEIGHT-         -20.77  (meters)                     GEOID03
 FO1618
 FO1618  HORZ ORDER  -  SECOND
 FO1618
 FO1618.The horizontal coordinates were established by classical geodetic methods
 FO1618.and adjusted by the National Geodetic Survey in December 1993..
 FO1618
 FO1618.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1618.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1618
 FO1618.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1618
 FO1618.The geoid height was determined by GEOID03.
 FO1618
 FO1618;                    North         East     Units Scale Factor Converg.
 FO1618;SPC NM W     -   449,821.298   858,358.523   MT  0.99992657   +0 10 42.8
 FO1618;SPC NM W     - 1,475,788.71  2,816,131.25   sFT  0.99992657   +0 10 42.8
 FO1618;UTM  13      - 3,882,146.287   269,953.445   MT  1.00025227   -1 26 58.1
 FO1618
 FO1618!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1618!SPC NM W     -   0.99971411  x   0.99992657  =   0.99964070
 FO1618!UTM  13      -   0.99971411  x   1.00025227  =   0.99996631
 FO1618
 FO1618:                Primary Azimuth Mark                     Grid Az
 FO1618:SPC NM W     -  I40 71                                   350 59 41.4
 FO1618:UTM  13      -  I40 71                                   352 37 22.3
 FO1618
 FO1618|---------------------------------------------------------------------|
 FO1618| PID    Reference Object                     Distance      Geod. Az  |
 FO1618|                                                           dddmmss.s |
 FO1618| FO1623 I40 71                              APPROX. 1.4 KM 3511024.2 |
 FO1618|---------------------------------------------------------------------|
 FO1618
 FO1618                          SUPERSEDED SURVEY CONTROL
 FO1618
 FO1618  NAD 83(1986)-  35 03 21.06023(N)    107 31 20.81481(W) AD(       ) 2
 FO1618  NAD 27      -  35 03 20.90880(N)    107 31 18.63746(W) AD(       ) 2
 FO1618  NGVD 29 (07/19/86) 1841.6    (m)         6042.     (f) VERT ANG       
 FO1618
 FO1618.Superseded values are not recommended for survey control.
 FO1618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1618.See file dsdata.txt to determine how the superseded data were derived.
 FO1618
 FO1618_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBU6995382146(NAD 83)
 FO1618_MARKER: DD = SURVEY DISK
 FO1618_SETTING: 0 = UNSPECIFIED SETTING
 FO1618_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FO1618
 FO1618  HISTORY     - Date     Condition        Report By
 FO1618  HISTORY     - 1971     MONUMENTED       NMHD
 FO1618
 FO1618                          STATION DESCRIPTION
 FO1618
 FO1618'DESCRIBED BY NM HIGHWAY DEPT 1971 (RGL)
 FO1618'THE STATION IS LOCATED ABOUT 23 MILES EAST OF GRANTS ON
 FO1618'INTERSTATE 40.
 FO1618'
 FO1618'TO REACH THE STATION FROM THE CITY HALL IN GRANTS, GO EAST ON
 FO1618'U.S. 66 FOR 2.0 MILES TO A RAILROAD OVERPASS, CONTINUE ON
 FO1618'U.S. 66 FOR 1.0 MILE TO OVERPASS ACROSS I-40, CONTINUE AND GO
 FO1618'EAST ONTO I-40 FOR 10.0 MILES TO A RAILROAD OVERPASS, CONTINUE
 FO1618'EAST FOR 7.7 MILES TO THE ACOMITA INTERCHANGE, CONTINUE EAST FOR
 FO1618'2.5 MILES TO EXIT RAMP, GO UP EXIT RAMP FOR 0.2 MILES AND STOP
 FO1618'AT INTERSECTION AND THE STATION IS ON THE LEFT.
 FO1618'
 FO1618'THE STATION IS LOCATED 40 FT. NORTH OF THE CENTERLINE OF THE
 FO1618'RAMP AND 3 FT. BACK OF CURB.
 FO1618'
 FO1618'THE MONUMENT IS A NEW MEXICO STATE HIGHWAY COMMISSION STANDARD
 FO1618'DISK, STAMPED I-40-70, AND IS SET IN CONCRETE FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1623 ***********************************************************************
 FO1623  DESIGNATION -  I40 71
 FO1623  PID         -  FO1623
 FO1623  STATE/COUNTY-  NM/CIBOLA
 FO1623  USGS QUAD   -  CUBERO (1971)
 FO1623
 FO1623                         *CURRENT SURVEY CONTROL
 FO1623  ___________________________________________________________________
 FO1623* NAD 83(1992)-  35 04 05.66268(N)    107 31 29.23798(W)     ADJUSTED  
 FO1623* NAVD 88     -      1850.0    (meters)    6070.     (feet)  VERTCON   
 FO1623  ___________________________________________________________________
 FO1623  LAPLACE CORR-          -0.41  (seconds)                    DEFLEC99
 FO1623  GEOID HEIGHT-         -20.74  (meters)                     GEOID03
 FO1623
 FO1623  HORZ ORDER  -  SECOND
 FO1623
 FO1623.The horizontal coordinates were established by classical geodetic methods
 FO1623.and adjusted by the National Geodetic Survey in December 1993..
 FO1623
 FO1623.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1623.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1623
 FO1623.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1623
 FO1623.The geoid height was determined by GEOID03.
 FO1623
 FO1623;                    North         East     Units Scale Factor Converg.
 FO1623;SPC NM W     -   451,195.100   858,140.806   MT  0.99992642   +0 10 38.2
 FO1623;SPC NM W     - 1,480,295.92  2,815,416.96   sFT  0.99992642   +0 10 38.2
 FO1623;UTM  13      - 3,883,526.171   269,774.795   MT  1.00025329   -1 27 04.5
 FO1623
 FO1623!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1623!SPC NM W     -   0.99971295  x   0.99992642  =   0.99963939
 FO1623!UTM  13      -   0.99971295  x   1.00025329  =   0.99996616
 FO1623
 FO1623:                Primary Azimuth Mark                     Grid Az
 FO1623:SPC NM W     -  I40 72                                   292 24 43.2
 FO1623:UTM  13      -  I40 72                                   294 02 25.9
 FO1623
 FO1623|---------------------------------------------------------------------|
 FO1623| PID    Reference Object                     Distance      Geod. Az  |
 FO1623|                                                           dddmmss.s |
 FO1623| FO1622 I40 72                              APPROX. 0.7 KM 2923521.4 |
 FO1623|---------------------------------------------------------------------|
 FO1623
 FO1623                          SUPERSEDED SURVEY CONTROL
 FO1623
 FO1623  NAD 83(1986)-  35 04 05.66440(N)    107 31 29.23937(W) AD(       ) 2
 FO1623  NAD 27      -  35 04 05.51433(N)    107 31 27.06120(W) AD(       ) 2
 FO1623  NGVD 29 (07/19/86) 1849.0    (m)         6066.     (f) VERT ANG       
 FO1623
 FO1623.Superseded values are not recommended for survey control.
 FO1623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1623.See file dsdata.txt to determine how the superseded data were derived.
 FO1623
 FO1623_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBU6977583526(NAD 83)
 FO1623_MARKER: DD = SURVEY DISK
 FO1623_SETTING: 0 = UNSPECIFIED SETTING
 FO1623_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FO1623
 FO1623  HISTORY     - Date     Condition        Report By
 FO1623  HISTORY     - 1971     MONUMENTED       NMHD
 FO1623
 FO1623                          STATION DESCRIPTION
 FO1623
 FO1623'DESCRIBED BY NM HIGHWAY DEPT 1971 (RGL)
 FO1623'THE STATION IS LOCATED ABOUT 22 MILES EAST OF GRANTS ON OLD
 FO1623'U.S. 66 HIGHWAY.
 FO1623'
 FO1623'TO REACH THE STATION FROM THE CITY HALL IN GRANTS, GO EAST ON
 FO1623'U.S. 66 FOR 2.0 MILES TO A RAILROAD OVERPASS, CONTINUE ON
 FO1623'U.S. 66 FOR 1.0 MILE TO OVERPASS ACROSS INTERSTATE 40, CONTINUE
 FO1623'AND GO EAST ONTO I-40 FOR 10.0 MILES TO A RAILROAD OVERPASS,
 FO1623'CONTINUE EAST FOR 7.7 MILES TO THE ACOMITA INTERCHANGE, CONTINUE
 FO1623'EAST FOR 2.5 MILES TO EXIT RAMP, GO UP EXIT RAMP FOR 0.2 MILES
 FO1623'TO INTERSECTION, TURN LEFT GOING OVER I-40 FOR 0.1 MILE TO
 FO1623'JUNCTION, TURN LEFT AND GO WEST ON FRONTAGE ROAD FOR 0.9 MILES
 FO1623'TO THE STATION ON THE RIGHT.
 FO1623'
 FO1623'THE STATION IS LOCATED 3 FT. SOUTH OF A FENCE AND WITNESS POST,
 FO1623'ON THE NORTH SIDE OF THE ROAD, 0.1 MILE NE OF BUDVILLE TRADING
 FO1623'CO. STORE AND SOUTH OF A TELEPHONE POLE MARKED NO. 7.
 FO1623'
 FO1623'THE MONUMENT IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 FO1623'BRASS DISK, STAMPED I-40-71, AND IS SET IN CONCRETE FLUSH WITH THE
 FO1623'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1622 ***********************************************************************
 FO1622  DESIGNATION -  I40 72
 FO1622  PID         -  FO1622
 FO1622  STATE/COUNTY-  NM/CIBOLA
 FO1622  USGS QUAD   -  CUBERO (1971)
 FO1622
 FO1622                         *CURRENT SURVEY CONTROL
 FO1622  ___________________________________________________________________
 FO1622* NAD 83(1992)-  35 04 14.46319(N)    107 31 54.96946(W)     ADJUSTED  
 FO1622* NAVD 88     -      1903.7    (meters)    6246.     (feet)  VERTCON   
 FO1622  ___________________________________________________________________
 FO1622  LAPLACE CORR-          -0.39  (seconds)                    DEFLEC99
 FO1622  GEOID HEIGHT-         -20.74  (meters)                     GEOID03
 FO1622
 FO1622  HORZ ORDER  -  SECOND
 FO1622
 FO1622.The horizontal coordinates were established by classical geodetic methods
 FO1622.and adjusted by the National Geodetic Survey in December 1993..
 FO1622
 FO1622.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1622.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1622
 FO1622.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1622
 FO1622.The geoid height was determined by GEOID03.
 FO1622
 FO1622;                    North         East     Units Scale Factor Converg.
 FO1622;SPC NM W     -   451,464.292   857,488.086   MT  0.99992598   +0 10 23.4
 FO1622;SPC NM W     - 1,481,179.10  2,813,275.50   sFT  0.99992598   +0 10 23.4
 FO1622;UTM  13      - 3,883,813.900   269,129.776   MT  1.00025695   -1 27 19.7
 FO1622
 FO1622!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1622!SPC NM W     -   0.99970452  x   0.99992598  =   0.99963052
 FO1622!UTM  13      -   0.99970452  x   1.00025695  =   0.99996139
 FO1622
 FO1622:                Primary Azimuth Mark                     Grid Az
 FO1622:SPC NM W     -  I40 73                                   290 59 30.6
 FO1622:UTM  13      -  I40 73                                   292 37 13.7
 FO1622
 FO1622|---------------------------------------------------------------------|
 FO1622| PID    Reference Object                     Distance      Geod. Az  |
 FO1622|                                                           dddmmss.s |
 FO1622| FO1621 I40 73                              APPROX. 0.8 KM 2910954.0 |
 FO1622|---------------------------------------------------------------------|
 FO1622
 FO1622                          SUPERSEDED SURVEY CONTROL
 FO1622
 FO1622  NAD 83(1986)-  35 04 14.46491(N)    107 31 54.97091(W) AD(       ) 2
 FO1622  NAD 27      -  35 04 14.31540(N)    107 31 52.79233(W) AD(       ) 2
 FO1622  NGVD 29 (07/19/86) 1902.7    (m)         6242.     (f) VERT ANG       
 FO1622
 FO1622.Superseded values are not recommended for survey control.
 FO1622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1622.See file dsdata.txt to determine how the superseded data were derived.
 FO1622
 FO1622_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBU6913083814(NAD 83)
 FO1622_MARKER: DD = SURVEY DISK
 FO1622_SETTING: 0 = UNSPECIFIED SETTING
 FO1622_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FO1622
 FO1622  HISTORY     - Date     Condition        Report By
 FO1622  HISTORY     - 1971     MONUMENTED       NMHD
 FO1622
 FO1622                          STATION DESCRIPTION
 FO1622
 FO1622'DESCRIBED BY NM HIGHWAY DEPT 1971 (RGL)
 FO1622'THE STATION IS LOCATED ABOUT 22 MILES EAST OF GRANTS ON
 FO1622'INTERSTATE HIGHWAY 40.
 FO1622'
 FO1622'TO REACH THE STATION FROM THE CITY HALL IN GRANTS, GO EAST ON
 FO1622'U.S. 66 FOR 2.0 MILES TO A RAILROAD OVERPASS, CONTINUE ON
 FO1622'U.S. 66 FOR 1.0 MILE TO OVERPASS ACROSS I-40, CONTINUE AND GO
 FO1622'EAST ONTO I-40 FOR 10.0 MILES TO A RAILROAD OVERPASS, CONTINUE
 FO1622'EAST FOR 7.7 MILES TO THE ACOMITA INTERCHANGE, CONTINUE EAST FOR
 FO1622'1.4 MILES TO THE STATION ON THE RIGHT.
 FO1622'
 FO1622'THE STATION IS LOCATED ON TOP OF A 30 FT. HIGH ROCK CUT, 10
 FO1622'FT. NORTH OF A FENCE, AND 2 FT. NORTH OF A WITNESS POST.
 FO1622'
 FO1622'THE MONUMENT IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 FO1622'BRASS DISK, STAMPED I-40-72 AND IS SET IN CONCRETE FLUSH WITH THE
 FO1622'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1621 ***********************************************************************
 FO1621  DESIGNATION -  I40 73
 FO1621  PID         -  FO1621
 FO1621  STATE/COUNTY-  NM/CIBOLA
 FO1621  USGS QUAD   -  CUBERO (1971)
 FO1621
 FO1621                         *CURRENT SURVEY CONTROL
 FO1621  ___________________________________________________________________
 FO1621* NAD 83(1992)-  35 04 24.01744(N)    107 32 24.98935(W)     ADJUSTED  
 FO1621* NAVD 88     -      1892.5    (meters)    6209.     (feet)  VERTCON   
 FO1621  ___________________________________________________________________
 FO1621  LAPLACE CORR-          -0.46  (seconds)                    DEFLEC99
 FO1621  GEOID HEIGHT-         -20.73  (meters)                     GEOID03
 FO1621
 FO1621  HORZ ORDER  -  SECOND
 FO1621
 FO1621.The horizontal coordinates were established by classical geodetic methods
 FO1621.and adjusted by the National Geodetic Survey in December 1993..
 FO1621
 FO1621.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1621.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1621
 FO1621.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1621
 FO1621.The geoid height was determined by GEOID03.
 FO1621
 FO1621;                    North         East     Units Scale Factor Converg.
 FO1621;SPC NM W     -   451,756.437   856,726.696   MT  0.99992547   +0 10 06.2
 FO1621;SPC NM W     - 1,482,137.58  2,810,777.50   sFT  0.99992547   +0 10 06.2
 FO1621;UTM  13      - 3,884,127.672   268,376.747   MT  1.00026124   -1 27 37.3
 FO1621
 FO1621!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1621!SPC NM W     -   0.99970628  x   0.99992547  =   0.99963177
 FO1621!UTM  13      -   0.99970628  x   1.00026124  =   0.99996744
 FO1621
 FO1621:                Primary Azimuth Mark                     Grid Az
 FO1621:SPC NM W     -  I40 72                                   110 59 30.5
 FO1621:UTM  13      -  I40 72                                   112 37 14.0
 FO1621
 FO1621|---------------------------------------------------------------------|
 FO1621| PID    Reference Object                     Distance      Geod. Az  |
 FO1621|                                                           dddmmss.s |
 FO1621| FO1622 I40 72                              APPROX. 0.8 KM 1110936.7 |
 FO1621|---------------------------------------------------------------------|
 FO1621
 FO1621                          SUPERSEDED SURVEY CONTROL
 FO1621
 FO1621  NAD 83(1986)-  35 04 24.01915(N)    107 32 24.99084(W) AD(       ) 2
 FO1621  NAD 27      -  35 04 23.87017(N)    107 32 22.81182(W) AD(       ) 2
 FO1621  NGVD 29 (07/19/86) 1891.5    (m)         6206.     (f) VERT ANG       
 FO1621
 FO1621.Superseded values are not recommended for survey control.
 FO1621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1621.See file dsdata.txt to determine how the superseded data were derived.
 FO1621
 FO1621_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBU6837784128(NAD 83)
 FO1621_MARKER: DD = SURVEY DISK
 FO1621_SETTING: 0 = UNSPECIFIED SETTING
 FO1621_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FO1621
 FO1621  HISTORY     - Date     Condition        Report By
 FO1621  HISTORY     - 1971     MONUMENTED       NMHD
 FO1621
 FO1621                          STATION DESCRIPTION
 FO1621
 FO1621'DESCRIBED BY NM HIGHWAY DEPT 1971 (RGL)
 FO1621'THE STATION IS LOCATED ABOUT 21 MILES EAST OF GRANTS ON
 FO1621'INTERSTATE 40.
 FO1621'
 FO1621'TO REACH THE STATION FROM THE CITY HALL IN GRANTS, GO EAST ON
 FO1621'U.S. 66 FOR 2.0 MILES TO A RAILROAD OVERPASS, CONTINUE ON
 FO1621'U.S. 66 FOR 1.0 MILE TO OVERPASS ACROSS I-40, CONTINUE AND GO EAST
 FO1621'ONTO I-40 FOR 10.0 MILES TO A RAILROAD OVERPASS, CONTINUE EAST FOR
 FO1621'7.7 MILES TO THE ACOMITA INTERCHANGE, CONTINUE EAST FOR 0.9 MILES
 FO1621'TO THE STATION ON THE RIGHT.
 FO1621'
 FO1621'THE STATION IS LOCATED ON A DYKE 15 FT. NORTH OF THE SOUTH RIGHT
 FO1621'OF WAY FENCE AND 3 FT. NORTH OF A WITNESS POST.
 FO1621'
 FO1621'THE MONUMENT IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 FO1621'BRASS DISK, STAMPED I-40-73 AND IS SET IN CONCRETE FLUSH WITH
 FO1621'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1620 ***********************************************************************
 FO1620  DESIGNATION -  I40 74
 FO1620  PID         -  FO1620
 FO1620  STATE/COUNTY-  NM/CIBOLA
 FO1620  USGS QUAD   -  CUBERO (1971)
 FO1620
 FO1620                         *CURRENT SURVEY CONTROL
 FO1620  ___________________________________________________________________
 FO1620* NAD 83(1992)-  35 04 29.80281(N)    107 34 20.98617(W)     ADJUSTED  
 FO1620* NAVD 88     -      1877.8    (meters)    6161.     (feet)  VERTCON   
 FO1620  ___________________________________________________________________
 FO1620  LAPLACE CORR-          -0.58  (seconds)                    DEFLEC99
 FO1620  GEOID HEIGHT-         -20.70  (meters)                     GEOID03
 FO1620
 FO1620  HORZ ORDER  -  SECOND
 FO1620
 FO1620.The horizontal coordinates were established by classical geodetic methods
 FO1620.and adjusted by the National Geodetic Survey in December 1993..
 FO1620
 FO1620.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1620.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1620
 FO1620.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1620
 FO1620.The geoid height was determined by GEOID03.
 FO1620
 FO1620;                    North         East     Units Scale Factor Converg.
 FO1620;SPC NM W     -   451,926.550   853,787.663   MT  0.99992364   +0 08 59.6
 FO1620;SPC NM W     - 1,482,695.69  2,801,135.02   sFT  0.99992364   +0 08 59.6
 FO1620;UTM  13      - 3,884,381.342   265,442.724   MT  1.00027810   -1 28 44.2
 FO1620
 FO1620!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1620!SPC NM W     -   0.99970858  x   0.99992364  =   0.99963224
 FO1620!UTM  13      -   0.99970858  x   1.00027810  =   0.99998660
 FO1620
 FO1620:                Primary Azimuth Mark                     Grid Az
 FO1620:SPC NM W     -  I40 73                                   093 18 45.4
 FO1620:UTM  13      -  I40 73                                   094 56 29.2
 FO1620
 FO1620|---------------------------------------------------------------------|
 FO1620| PID    Reference Object                     Distance      Geod. Az  |
 FO1620|                                                           dddmmss.s |
 FO1620| FO1621 I40 73                              APPROX. 2.9 KM 0932745.0 |
 FO1620|---------------------------------------------------------------------|
 FO1620
 FO1620                          SUPERSEDED SURVEY CONTROL
 FO1620
 FO1620  NAD 83(1986)-  35 04 29.80444(N)    107 34 20.98767(W) AD(       ) 2
 FO1620  NAD 27      -  35 04 29.65610(N)    107 34 18.80582(W) AD(       ) 2
 FO1620  NGVD 29 (07/19/86) 1876.8    (m)         6157.     (f) VERT ANG       
 FO1620
 FO1620.Superseded values are not recommended for survey control.
 FO1620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1620.See file dsdata.txt to determine how the superseded data were derived.
 FO1620
 FO1620_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBU6544384381(NAD 83)
 FO1620_MARKER: DD = SURVEY DISK
 FO1620_SETTING: 0 = UNSPECIFIED SETTING
 FO1620_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FO1620
 FO1620  HISTORY     - Date     Condition        Report By
 FO1620  HISTORY     - 1971     MONUMENTED       NMHD
 FO1620
 FO1620                          STATION DESCRIPTION
 FO1620
 FO1620'DESCRIBED BY NM HIGHWAY DEPT 1971 (RGL)
 FO1620'THE STATION IS LOCATED ABOUT 20 MILES EAST OF GRANTS ON
 FO1620'INTERSTATE 40.
 FO1620'
 FO1620'TO REACH THE STATION FROM THE CITY HALL IN GRANTS, GO EAST ON
 FO1620'U.S. 66 FOR 2.0 MILES TO A RAILROAD OVERPASS, CONTINUE ON U.S. 66
 FO1620'FOR 1.0 MILE TO OVERPASS ACROSS INTERSTATE 40, CONTINUE AND GO EAST
 FO1620'ONTO INTERSTATE 40 FOR 10.0 MILES TO A RAILROAD OVERPASS, CONTINUE
 FO1620'EAST ON I-40 FOR 6.7 MILES TO THE STATION ON THE LEFT.
 FO1620'
 FO1620'THE STATION IS LOCATED ON THE HIGH PART OF A CUT BANK AND 2
 FO1620'FT. SOUTH OF THE NORTH RIGHT OF WAY FENCE AND WITNESS POST.
 FO1620'
 FO1620'THE MONUMENT IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 FO1620'BRASS DISK, STAMPED I-40-74 AND IS SET IN CONCRETE FLUSH WITH THE
 FO1620'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1619 ***********************************************************************
 FO1619  DESIGNATION -  I40 75
 FO1619  PID         -  FO1619
 FO1619  STATE/COUNTY-  NM/CIBOLA
 FO1619  USGS QUAD   -  CUBERO (1971)
 FO1619
 FO1619                         *CURRENT SURVEY CONTROL
 FO1619  ___________________________________________________________________
 FO1619* NAD 83(1992)-  35 04 29.02860(N)    107 35 37.91191(W)     ADJUSTED  
 FO1619* NAVD 88     -      1877.4    (meters)    6159.     (feet)  VERTCON   
 FO1619  ___________________________________________________________________
 FO1619  LAPLACE CORR-          -0.68  (seconds)                    DEFLEC99
 FO1619  GEOID HEIGHT-         -20.69  (meters)                     GEOID03
 FO1619
 FO1619  HORZ ORDER  -  SECOND
 FO1619
 FO1619.The horizontal coordinates were established by classical geodetic methods
 FO1619.and adjusted by the National Geodetic Survey in December 1993..
 FO1619
 FO1619.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1619.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1619
 FO1619.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1619
 FO1619.The geoid height was determined by GEOID03.
 FO1619
 FO1619;                    North         East     Units Scale Factor Converg.
 FO1619;SPC NM W     -   451,897.804   851,838.987   MT  0.99992254   +0 08 15.4
 FO1619;SPC NM W     - 1,482,601.38  2,794,741.74   sFT  0.99992254   +0 08 15.4
 FO1619;UTM  13      - 3,884,408.008   263,493.315   MT  1.00028942   -1 29 28.5
 FO1619
 FO1619!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1619!SPC NM W     -   0.99970864  x   0.99992254  =   0.99963120
 FO1619!UTM  13      -   0.99970864  x   1.00028942  =   0.99999798
 FO1619
 FO1619:                Primary Azimuth Mark                     Grid Az
 FO1619:SPC NM W     -  I40 74                                   089 09 17.5
 FO1619:UTM  13      -  I40 74                                   090 47 01.4
 FO1619
 FO1619|---------------------------------------------------------------------|
 FO1619| PID    Reference Object                     Distance      Geod. Az  |
 FO1619|                                                           dddmmss.s |
 FO1619| FO1620 I40 74                              APPROX. 1.9 KM 0891732.9 |
 FO1619|---------------------------------------------------------------------|
 FO1619
 FO1619                          SUPERSEDED SURVEY CONTROL
 FO1619
 FO1619  NAD 83(1986)-  35 04 29.03018(N)    107 35 37.91344(W) AD(       ) 2
 FO1619  NAD 27      -  35 04 28.88234(N)    107 35 35.72999(W) AD(       ) 2
 FO1619  NGVD 29 (07/19/86) 1876.4    (m)         6156.     (f) VERT ANG       
 FO1619
 FO1619.Superseded values are not recommended for survey control.
 FO1619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1619.See file dsdata.txt to determine how the superseded data were derived.
 FO1619
 FO1619_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBU6349384408(NAD 83)
 FO1619_MARKER: DD = SURVEY DISK
 FO1619_SETTING: 0 = UNSPECIFIED SETTING
 FO1619_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FO1619
 FO1619  HISTORY     - Date     Condition        Report By
 FO1619  HISTORY     - 1971     MONUMENTED       NMHD
 FO1619
 FO1619                          STATION DESCRIPTION
 FO1619
 FO1619'DESCRIBED BY NM HIGHWAY DEPT 1971 (RGL)
 FO1619'THE STATION IS LOCATED ABOUT 18 MILES EAST OF GRANTS ON
 FO1619'INTERSTATE 40.
 FO1619'
 FO1619'TO REACH THE STATION FROM THE CITY HALL IN GRANTS, GO EAST ON
 FO1619'U.S. 66 FOR 2.0 MILES TO A RAILROAD OVERPASS, CONTINUE ON U.S. 66
 FO1619'FOR 1.0 MILE TO OVERPASS ACROSS INTERSTATE 40, CONTINUE EAST ONTO
 FO1619'INTERSTATE 40 FOR 10.0 MILES TO A RAILROAD OVERPASS, CONTINUE EAST
 FO1619'ON I-40 FOR 5.5 MILES TO STATION ON RIGHT ON OVERPASS OVER I-40.
 FO1619'
 FO1619'THE STATION IS LOCATED 15 FT. SOUTH OF THE SW WINGWALL OF BRIDGE,
 FO1619'3 FT. BACK OF CURB.
 FO1619'
 FO1619'THE MONUMENT IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 FO1619'BRASS DISK, STAMPED I-40-75 AND IS SET IN CONCRETE FLUSH WITH THE
 FO1619'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1628 ***********************************************************************
 FO1628  DESIGNATION -  I40 76
 FO1628  PID         -  FO1628
 FO1628  STATE/COUNTY-  NM/CIBOLA
 FO1628  USGS QUAD   -  MC CARTYS (1971)
 FO1628
 FO1628                         *CURRENT SURVEY CONTROL
 FO1628  ___________________________________________________________________
 FO1628* NAD 83(1992)-  35 04 34.58769(N)    107 37 51.45927(W)     ADJUSTED  
 FO1628* NAVD 88     -      1892.7    (meters)    6210.     (feet)  VERTCON   
 FO1628  ___________________________________________________________________
 FO1628  LAPLACE CORR-          -0.88  (seconds)                    DEFLEC99
 FO1628  GEOID HEIGHT-         -20.68  (meters)                     GEOID03
 FO1628
 FO1628  HORZ ORDER  -  SECOND
 FO1628
 FO1628.The horizontal coordinates were established by classical geodetic methods
 FO1628.and adjusted by the National Geodetic Survey in December 1993..
 FO1628
 FO1628.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1628.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1628
 FO1628.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1628
 FO1628.The geoid height was determined by GEOID03.
 FO1628
 FO1628;                    North         East     Units Scale Factor Converg.
 FO1628;SPC NM W     -   452,061.609   848,455.524   MT  0.99992086   +0 06 58.7
 FO1628;SPC NM W     - 1,483,138.80  2,783,641.16   sFT  0.99992086   +0 06 58.7
 FO1628;UTM  13      - 3,884,668.024   260,114.600   MT  1.00030926   -1 30 45.5
 FO1628
 FO1628!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1628!SPC NM W     -   0.99970624  x   0.99992086  =   0.99962712
 FO1628!UTM  13      -   0.99970624  x   1.00030926  =   1.00001541
 FO1628
 FO1628:                Primary Azimuth Mark                     Grid Az
 FO1628:SPC NM W     -  I40 75                                   092 46 18.2
 FO1628:UTM  13      -  I40 75                                   094 24 02.4
 FO1628
 FO1628|---------------------------------------------------------------------|
 FO1628| PID    Reference Object                     Distance      Geod. Az  |
 FO1628|                                                           dddmmss.s |
 FO1628| FO1619 I40 75                              APPROX. 3.4 KM 0925316.9 |
 FO1628|---------------------------------------------------------------------|
 FO1628
 FO1628                          SUPERSEDED SURVEY CONTROL
 FO1628
 FO1628  NAD 83(1986)-  35 04 34.58920(N)    107 37 51.46087(W) AD(       ) 2
 FO1628  NAD 27      -  35 04 34.44200(N)    107 37 49.27468(W) AD(       ) 2
 FO1628  NGVD 29 (07/19/86) 1891.7    (m)         6206.     (f) VERT ANG       
 FO1628
 FO1628.Superseded values are not recommended for survey control.
 FO1628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1628.See file dsdata.txt to determine how the superseded data were derived.
 FO1628
 FO1628_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBU6011584668(NAD 83)
 FO1628_MARKER: DD = SURVEY DISK
 FO1628_SETTING: 0 = UNSPECIFIED SETTING
 FO1628_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FO1628
 FO1628  HISTORY     - Date     Condition        Report By
 FO1628  HISTORY     - 1971     MONUMENTED       NMHD
 FO1628
 FO1628                          STATION DESCRIPTION
 FO1628
 FO1628'DESCRIBED BY NM HIGHWAY DEPT 1971 (RGL)
 FO1628'THE STATION IS LOCATED ABOUT 16 MILES EAST OF GRANTS ON INTERSTATE
 FO1628'40.
 FO1628'
 FO1628'TO REACH THE STATION FROM THE CITY HALL IN GRANTS, GO EAST ON
 FO1628'U.S. 66 FOR 2.0 MILES TO A RAILROAD OVERPASS, CONTINUE ON U.S. 66
 FO1628'FOR 1.0 MILE TO OVERPASS ACROSS INTERSTATE 40, CONTINUE EAST ONTO
 FO1628'INTERSTATE 40 FOR 10.0 MILES TO A RAILROAD OVERPASS, CONTINUE EAST
 FO1628'ON I-40 FOR 3.3 MILES TO THE STATION ON THE LEFT.
 FO1628'
 FO1628'THE STATION IS LOCATED NORTH OF THE WEST BOUND LANE OF I-40,
 FO1628'BENEATH A SIGN READING MC CARTYS EXIT 1 MILE, AND 2 FEET SOUTH OF A
 FO1628'WITNESS POST.
 FO1628'
 FO1628'THE MONUMENT IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 FO1628'BRASS DISK, STAMPED I-40-76, AND IS SET IN CONCRETE FLUSH WITH THE
 FO1628'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1630 ***********************************************************************
 FO1630  DESIGNATION -  I40 77
 FO1630  PID         -  FO1630
 FO1630  STATE/COUNTY-  NM/CIBOLA
 FO1630  USGS QUAD   -  MC CARTYS (1971)
 FO1630
 FO1630                         *CURRENT SURVEY CONTROL
 FO1630  ___________________________________________________________________
 FO1630* NAD 83(1992)-  35 04 26.35822(N)    107 39 21.26668(W)     ADJUSTED  
 FO1630* NAVD 88     -      1896.6    (meters)    6222.     (feet)  VERTCON   
 FO1630  ___________________________________________________________________
 FO1630  LAPLACE CORR-          -1.40  (seconds)                    DEFLEC99
 FO1630  GEOID HEIGHT-         -20.67  (meters)                     GEOID03
 FO1630
 FO1630  HORZ ORDER  -  SECOND
 FO1630
 FO1630.The horizontal coordinates were established by classical geodetic methods
 FO1630.and adjusted by the National Geodetic Survey in December 1993..
 FO1630
 FO1630.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1630.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1630
 FO1630.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1630
 FO1630.The geoid height was determined by GEOID03.
 FO1630
 FO1630;                    North         East     Units Scale Factor Converg.
 FO1630;SPC NM W     -   451,803.688   846,180.955   MT  0.99991989   +0 06 07.0
 FO1630;SPC NM W     - 1,482,292.60  2,776,178.68   sFT  0.99991989   +0 06 07.0
 FO1630;UTM  13      - 3,884,474.787   257,832.716   MT  1.00032282   -1 31 36.9
 FO1630
 FO1630!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1630!SPC NM W     -   0.99970562  x   0.99991989  =   0.99962554
 FO1630!UTM  13      -   0.99970562  x   1.00032282  =   1.00002835
 FO1630
 FO1630:                Primary Azimuth Mark                     Grid Az
 FO1630:SPC NM W     -  I40 76                                   083 31 50.4
 FO1630:UTM  13      -  I40 76                                   085 09 34.3
 FO1630
 FO1630|---------------------------------------------------------------------|
 FO1630| PID    Reference Object                     Distance      Geod. Az  |
 FO1630|                                                           dddmmss.s |
 FO1630| FO1628 I40 76                              APPROX. 2.3 KM 0833757.4 |
 FO1630|---------------------------------------------------------------------|
 FO1630
 FO1630                          SUPERSEDED SURVEY CONTROL
 FO1630
 FO1630  NAD 83(1986)-  35 04 26.35968(N)    107 39 21.26825(W) AD(       ) 2
 FO1630  NAD 27      -  35 04 26.21285(N)    107 39 19.08029(W) AD(       ) 2
 FO1630  NGVD 29 (07/19/86) 1895.6    (m)         6219.     (f) VERT ANG       
 FO1630
 FO1630.Superseded values are not recommended for survey control.
 FO1630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1630.See file dsdata.txt to determine how the superseded data were derived.
 FO1630
 FO1630_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBU5783384475(NAD 83)
 FO1630_MARKER: DD = SURVEY DISK
 FO1630_SETTING: 0 = UNSPECIFIED SETTING
 FO1630_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FO1630
 FO1630  HISTORY     - Date     Condition        Report By
 FO1630  HISTORY     - 1971     MONUMENTED       NMHD
 FO1630
 FO1630                          STATION DESCRIPTION
 FO1630
 FO1630'DESCRIBED BY NM HIGHWAY DEPT 1971 (RGL)
 FO1630'THE STATION IS LOCATED ABOUT 15 MILES EAST OF GRANTS ON
 FO1630'INTERSTATE 40.
 FO1630'
 FO1630'TO REACH THE STATION FROM THE CITY HALL IN GRANTS, GO EAST ON
 FO1630'U.S. 66 FOR 2.0 MILES TO A RAILROAD OVERPASS, CONTINUE ON U.S. 66
 FO1630'FOR 1.0 MILE TO OVERPASS ACROSS INTERSTATE 40, CONTINUE EAST ONTO
 FO1630'INTERSTATE 40 FOR 10.0 MILES TO A RAILROAD OVERPASS, CONTINUE
 FO1630'EAST ON I-40 FOR 1.8 MILES TO BRIDGE OVERPASS AND THE STATION ON
 FO1630'THE RIGHT.
 FO1630'
 FO1630'THE STATION IS LOCATED 86 FEET SOUTH OF THE SE WINGWALL OF THE
 FO1630'BRIDGE, 4 FEET BACK OF CURB, AND 3 FEET EAST OF A WITNESS POST.
 FO1630'
 FO1630'THE MONUMENT IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 FO1630'BRASS DISK, STAMPED I-40-77, AND IS SET IN CONCRETE FLUSH WITH THE
 FO1630'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1629 ***********************************************************************
 FO1629  DESIGNATION -  I40 78
 FO1629  PID         -  FO1629
 FO1629  STATE/COUNTY-  NM/CIBOLA
 FO1629  USGS QUAD   -  MC CARTYS (1971)
 FO1629
 FO1629                         *CURRENT SURVEY CONTROL
 FO1629  ___________________________________________________________________
 FO1629* NAD 83(1992)-  35 03 45.94323(N)    107 41 29.32668(W)     ADJUSTED  
 FO1629* NAVD 88     -      1888.5    (meters)    6196.     (feet)  VERTCON   
 FO1629  ___________________________________________________________________
 FO1629  LAPLACE CORR-          -1.49  (seconds)                    DEFLEC99
 FO1629  GEOID HEIGHT-         -20.67  (meters)                     GEOID03
 FO1629
 FO1629  HORZ ORDER  -  SECOND
 FO1629
 FO1629.The horizontal coordinates were established by classical geodetic methods
 FO1629.and adjusted by the National Geodetic Survey in December 1993..
 FO1629
 FO1629.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1629.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1629
 FO1629.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1629
 FO1629.The geoid height was determined by GEOID03.
 FO1629
 FO1629;                    North         East     Units Scale Factor Converg.
 FO1629;SPC NM W     -   450,553.120   842,938.595   MT  0.99991873   +0 04 53.4
 FO1629;SPC NM W     - 1,478,189.69  2,765,541.04   sFT  0.99991873   +0 04 53.4
 FO1629;UTM  13      - 3,883,316.399   254,554.769   MT  1.00034253   -1 32 49.0
 FO1629
 FO1629!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1629!SPC NM W     -   0.99970689  x   0.99991873  =   0.99962565
 FO1629!UTM  13      -   0.99970689  x   1.00034253  =   1.00004932
 FO1629
 FO1629:                Primary Azimuth Mark                     Grid Az
 FO1629:SPC NM W     -  I40 79                                   272 11 01.5
 FO1629:UTM  13      -  I40 79                                   273 48 43.9
 FO1629
 FO1629|---------------------------------------------------------------------|
 FO1629| PID    Reference Object                     Distance      Geod. Az  |
 FO1629|                                                           dddmmss.s |
 FO1629| FO1631 I40 79                              APPROX. 2.2 KM 2721554.9 |
 FO1629|---------------------------------------------------------------------|
 FO1629
 FO1629                          SUPERSEDED SURVEY CONTROL
 FO1629
 FO1629  NAD 83(1986)-  35 03 45.94461(N)    107 41 29.32817(W) AD(       ) 2
 FO1629  NAD 27      -  35 03 45.79812(N)    107 41 27.13819(W) AD(       ) 2
 FO1629  NGVD 29 (07/19/86) 1887.5    (m)         6193.     (f) VERT ANG       
 FO1629
 FO1629.Superseded values are not recommended for survey control.
 FO1629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1629.See file dsdata.txt to determine how the superseded data were derived.
 FO1629
 FO1629_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBU5455583316(NAD 83)
 FO1629_MARKER: DD = SURVEY DISK
 FO1629_SETTING: 0 = UNSPECIFIED SETTING
 FO1629_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FO1629
 FO1629  HISTORY     - Date     Condition        Report By
 FO1629  HISTORY     - 1971     MONUMENTED       NMHD
 FO1629
 FO1629                          STATION DESCRIPTION
 FO1629
 FO1629'DESCRIBED BY NM HIGHWAY DEPT 1971 (RGL)
 FO1629'THE STATION IS LOCATED ABOUT 12 MILES EAST OF GRANTS ON
 FO1629'INTERSTATE HIGHWAY 40.
 FO1629'
 FO1629'TO REACH THE STATION FROM THE CITY HALL IN GRANTS ON U.S. HIGHWAY
 FO1629'66, GO 2.0 MILES EAST ON HIGHWAY 66 TO A RAILROAD
 FO1629'OVERPASS.  CONTINUE SOUTH ON HIGHWAY 66 FOR 1.0 MILE TO AN
 FO1629'OVERPASS OVER I-40.  TRAVEL EAST ON INTERSTATE HIGHWAY 40 FOR
 FO1629'4.5 MILES TO THE STATE ROAD 117 OVERPASS.  GO ACROSS THE BRIDGE
 FO1629'TO THE NORTH SIDE AND TURN RIGHT (EAST) ON THE FRONTAGE
 FO1629'ROAD.  CONTINUE EAST FOR 1.3 MILE TO AN UNDERPASS UNDER
 FO1629'INTERSTATE 40.  GO THROUGH THE UNDERPASS AND TRAVEL EAST ON THE
 FO1629'OLD HIGHWAY 66 FOR 4.1 MILES TO THE STATION ON THE RIGHT.
 FO1629'
 FO1629'THE STATION IS LOCATED 1.5 FEET NORTH OF THE SOUTH RIGHT OF WAY
 FO1629'FENCE AND THE WITNESS POST.
 FO1629'
 FO1629'THE MONUMENT IS A NEW MEXICO STATE HIGHWAY COMMISSION STANDARD
 FO1629'DISK, SET IN CONCRETE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1631 ***********************************************************************
 FO1631  DESIGNATION -  I40 79
 FO1631  PID         -  FO1631
 FO1631  STATE/COUNTY-  NM/CIBOLA
 FO1631  USGS QUAD   -  MC CARTYS (1971)
 FO1631
 FO1631                         *CURRENT SURVEY CONTROL
 FO1631  ___________________________________________________________________
 FO1631* NAD 83(1992)-  35 03 48.76717(N)    107 42 56.42026(W)     ADJUSTED  
 FO1631* NAVD 88     -      1923.5    (meters)    6311.     (feet)  VERTCON   
 FO1631  ___________________________________________________________________
 FO1631  LAPLACE CORR-          -0.80  (seconds)                    DEFLEC99
 FO1631  GEOID HEIGHT-         -20.66  (meters)                     GEOID03
 FO1631
 FO1631  HORZ ORDER  -  SECOND
 FO1631
 FO1631.The horizontal coordinates were established by classical geodetic methods
 FO1631.and adjusted by the National Geodetic Survey in December 1993..
 FO1631
 FO1631.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1631.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1631
 FO1631.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1631
 FO1631.The geoid height was determined by GEOID03.
 FO1631
 FO1631;                    North         East     Units Scale Factor Converg.
 FO1631;SPC NM W     -   450,637.268   840,731.859   MT  0.99991809   +0 04 03.3
 FO1631;SPC NM W     - 1,478,465.77  2,758,301.11   sFT  0.99991809   +0 04 03.3
 FO1631;UTM  13      - 3,883,463.288   252,350.365   MT  1.00035593   -1 33 39.3
 FO1631
 FO1631!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1631!SPC NM W     -   0.99970140  x   0.99991809  =   0.99961951
 FO1631!UTM  13      -   0.99970140  x   1.00035593  =   1.00005722
 FO1631
 FO1631:                Primary Azimuth Mark                     Grid Az
 FO1631:SPC NM W     -  I40 78                                   092 11 01.6
 FO1631:UTM  13      -  I40 78                                   093 48 44.2
 FO1631
 FO1631|---------------------------------------------------------------------|
 FO1631| PID    Reference Object                     Distance      Geod. Az  |
 FO1631|                                                           dddmmss.s |
 FO1631| FO1629 I40 78                              APPROX. 2.2 KM 0921504.9 |
 FO1631|---------------------------------------------------------------------|
 FO1631
 FO1631                          SUPERSEDED SURVEY CONTROL
 FO1631
 FO1631  NAD 83(1986)-  35 03 48.76848(N)    107 42 56.42173(W) AD(       ) 2
 FO1631  NAD 27      -  35 03 48.62302(N)    107 42 54.22995(W) AD(       ) 2
 FO1631  NGVD 29 (07/19/86) 1922.5    (m)         6307.     (f) VERT ANG       
 FO1631
 FO1631.Superseded values are not recommended for survey control.
 FO1631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1631.See file dsdata.txt to determine how the superseded data were derived.
 FO1631
 FO1631_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBU5235083463(NAD 83)
 FO1631_MARKER: DD = SURVEY DISK
 FO1631_SETTING: 0 = UNSPECIFIED SETTING
 FO1631_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FO1631
 FO1631  HISTORY     - Date     Condition        Report By
 FO1631  HISTORY     - 1971     MONUMENTED       NMHD
 FO1631
 FO1631                          STATION DESCRIPTION
 FO1631
 FO1631'DESCRIBED BY NM HIGHWAY DEPT 1971 (RGL)
 FO1631'THE STATION IS LOCATED ABOUT 11 MILES EAST OF GRANTS ON INTERSTATE
 FO1631'HIGHWAY 40.
 FO1631'
 FO1631'TO REACH THE STATION FROM THE CITY HALL IN GRANTS, ON
 FO1631'U.S. HIGHWAY 66, GO 2.0 MILES EAST ON U.S. 66 TO A RAILROAD
 FO1631'OVERPASS.  CONTINUE SOUTH ON U.S. 66 FOR 1.0 MILES TO OVERPASS
 FO1631'ACROSS INTERSTATE HIGHWAY 40, THEN GO EAST ON INTERSTATE HIGHWAY
 FO1631'40 FOR 4.5 MILES TO THE STATE ROAD 117 OVERPASS.  GO ACROSS THE
 FO1631'BRIDGE TO THE NORTH SIDE AND TURN RIGHT (EAST) ON THE FRONTAGE
 FO1631'ROAD.  CONTINUE EAST FOR 1.3 MILES TO AN UNDERPASS UNDER
 FO1631'INTERSTATE HIGHWAY 40.  GO THROUGH THE UNDERPASS AND CONTINUE EAST
 FO1631'ON OLD HIGHWAY 66 FOR 2.4 MILES TO A TURNOUT RIGHT.  GO 0.15
 FO1631'MILES AND TURN LEFT, TAKING RIGHT FORK FOR 0.2 MILES TO THE
 FO1631'TOP OF A HILL AND THE STATION.
 FO1631'
 FO1631'THE STATION IS LOCATED 3 FEET NORTH OF A WITNESS POST, ABOUT
 FO1631'10 FEET NORTH OF THE TRAIL.
 FO1631'
 FO1631'THE MONUMENT IS A NEW MEXICO STATE HIGHWAY COMMISSION STANDARD
 FO1631'DISK, STAMPED I-40-79, SET IN CONCRETE AND FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1204 ***********************************************************************
 FO1204  DESIGNATION -  I40 8
 FO1204  PID         -  FO1204
 FO1204  STATE/COUNTY-  NM/BERNALILLO
 FO1204  USGS QUAD   -  ALBUQUERQUE EAST (1990)
 FO1204
 FO1204                         *CURRENT SURVEY CONTROL
 FO1204  ___________________________________________________________________
 FO1204* NAD 83(1992)-  35 06 02.09711(N)    106 34 38.89299(W)     ADJUSTED  
 FO1204* NAVD 88     -      1601.74   (+/-2cm)    5255.0    (feet)  VERTCON   
 FO1204  ___________________________________________________________________
 FO1204  LAPLACE CORR-          10.00  (seconds)                    DEFLEC99
 FO1204  GEOID HEIGHT-         -20.95  (meters)                     GEOID03
 FO1204
 FO1204  HORZ ORDER  -  SECOND
 FO1204  VERT ORDER  -  THIRD ? (See Below)
 FO1204
 FO1204.The horizontal coordinates were established by classical geodetic methods
 FO1204.and adjusted by the National Geodetic Survey in December 1993..
 FO1204
 FO1204.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1204.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1204.The vertical order pertains to the NGVD 29 superseded value.
 FO1204
 FO1204.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1204
 FO1204.The geoid height was determined by GEOID03.
 FO1204
 FO1204;                    North         East     Units Scale Factor Converg.
 FO1204;SPC NM C     -   454,780.935   470,145.395   MT  0.99991098   -0 11 17.9
 FO1204;SPC NM C     - 1,492,060.45  1,542,468.68   sFT  0.99991098   -0 11 17.9
 FO1204;UTM  13      - 3,885,335.633   356,223.388   MT  0.99985477   -0 54 26.0
 FO1204
 FO1204!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1204!SPC NM C     -   0.99975193  x   0.99991098  =   0.99966294
 FO1204!UTM  13      -   0.99975193  x   0.99985477  =   0.99960674
 FO1204
 FO1204:                Primary Azimuth Mark                     Grid Az
 FO1204:SPC NM C     -  I40 7                                    116 30 27.1
 FO1204:UTM  13      -  I40 7                                    117 13 35.2
 FO1204
 FO1204|---------------------------------------------------------------------|
 FO1204| PID    Reference Object                     Distance      Geod. Az  |
 FO1204|                                                           dddmmss.s |
 FO1204| FO1210 I40 7                               APPROX. 0.9 KM 1161909.2 |
 FO1204|---------------------------------------------------------------------|
 FO1204
 FO1204                          SUPERSEDED SURVEY CONTROL
 FO1204
 FO1204  NAD 83(1986)-  35 06 02.10289(N)    106 34 38.89421(W) AD(       ) 2
 FO1204  NAD 27      -  35 06 01.93618(N)    106 34 36.80949(W) AD(       ) 2
 FO1204  NGVD 29 (07/19/86) 1600.91   (m)         5252.3    (f) LEVELING    3  
 FO1204
 FO1204.Superseded values are not recommended for survey control.
 FO1204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1204.See file dsdata.txt to determine how the superseded data were derived.
 FO1204
 FO1204_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU5622385336(NAD 83)
 FO1204_MARKER: DD = SURVEY DISK
 FO1204_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FO1204_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FO1204_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO1204+STABILITY: SURFACE MOTION
 FO1204
 FO1204  HISTORY     - Date     Condition        Report By
 FO1204  HISTORY     - 1969     MONUMENTED       NMHD
 FO1204  HISTORY     - 20041025 MARK NOT FOUND   GEOCAC
 FO1204
 FO1204                          STATION DESCRIPTION
 FO1204
 FO1204'DESCRIBED BY NM HIGHWAY DEPT 1969 (SRC)
 FO1204'THE STATION IS LOCATED ON THE STREET SAN PEDRO SOUTH OF THE
 FO1204'SOUTHEAST WINGWALL OF THE SAN PEDRO BRIDGE OVER THE I-40
 FO1204'FREEWAY.
 FO1204'
 FO1204'TO REACH THE POINT FROM THE INTERSECTION OF CENTRAL AND
 FO1204'THE RAILROAD TRACKS (DOWNTOWN ALBUQUERQUE), GO EAST ON CENTRAL
 FO1204'(U.S.-66) FOR 0.60 MILE AND TURN NORTH ON I-25.  TRAVEL NORTH
 FO1204'ON I-25 FOR APPROXIMATELY 0.55 MILE AND TAKE THE LOMAS-EAST
 FO1204'EXIT.  GO EAST ON LOMAS FOR APPROXIMATELY 2.25 MILES, TO THE
 FO1204'INTERSECTION OF SAN PEDRO AND LOMAS.  TURN NORTH ON SAN PEDRO
 FO1204'AND TRAVEL NORTH FOR 0.9 MILE.  THE STATION IS APPROXIMATELY
 FO1204'4 FT SOUTH OF THE SOUTH R/W FENCE OF I-40 AND 6 FT SOUTH
 FO1204'OF THE SOUTHEAST WINGWALL OF THE SAN PEDRO BRIDGE OVER THE
 FO1204'I-40 FREEWAY.
 FO1204'
 FO1204'THE MONUMENT IS A STANDARD STATE HIGHWAY COMMISSION DISK,
 FO1204'STAMPED STA-I-40-8, AND IS FLUSH WITH THE GROUND.
 FO1204'
 FO1204'FOR THE INFORMATION TO THE STATIONS I-40-9 AND I-40-7, SEE
 FO1204'THE TRAVERSE DESCRIPTION SHEETS FOR I-40-9 AND I-40-7.
 FO1204
 FO1204                          STATION RECOVERY (2004)
 FO1204
 FO1204'RECOVERY NOTE BY GEOCACHING 2004 (BMC)
 FO1204'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1632 ***********************************************************************
 FO1632  DESIGNATION -  I40 80
 FO1632  PID         -  FO1632
 FO1632  STATE/COUNTY-  NM/CIBOLA
 FO1632  USGS QUAD   -  MC CARTYS (1971)
 FO1632
 FO1632                         *CURRENT SURVEY CONTROL
 FO1632  ___________________________________________________________________
 FO1632* NAD 83(1992)-  35 04 13.55293(N)    107 44 39.38285(W)     ADJUSTED  
 FO1632* NAVD 88     -      1914.3    (meters)    6280.     (feet)  VERTCON   
 FO1632  ___________________________________________________________________
 FO1632  LAPLACE CORR-          -0.43  (seconds)                    DEFLEC99
 FO1632  GEOID HEIGHT-         -20.63  (meters)                     GEOID03
 FO1632
 FO1632  HORZ ORDER  -  SECOND
 FO1632
 FO1632.The horizontal coordinates were established by classical geodetic methods
 FO1632.and adjusted by the National Geodetic Survey in December 1993..
 FO1632
 FO1632.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1632.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1632
 FO1632.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1632
 FO1632.The geoid height was determined by GEOID03.
 FO1632
 FO1632;                    North         East     Units Scale Factor Converg.
 FO1632;SPC NM W     -   451,398.328   838,122.505   MT  0.99991748   +0 03 04.2
 FO1632;SPC NM W     - 1,480,962.68  2,749,740.25   sFT  0.99991748   +0 03 04.2
 FO1632;UTM  13      - 3,884,298.575   249,762.542   MT  1.00037181   -1 34 39.5
 FO1632
 FO1632!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1632!SPC NM W     -   0.99970284  x   0.99991748  =   0.99962034
 FO1632!UTM  13      -   0.99970284  x   1.00037181  =   1.00007454
 FO1632
 FO1632:                Primary Azimuth Mark                     Grid Az
 FO1632:SPC NM W     -  I40 81                                   305 13 34.4
 FO1632:UTM  13      -  I40 81                                   306 51 18.1
 FO1632
 FO1632|---------------------------------------------------------------------|
 FO1632| PID    Reference Object                     Distance      Geod. Az  |
 FO1632|                                                           dddmmss.s |
 FO1632| FO1639 I40 81                              APPROX. 2.8 KM 3051638.6 |
 FO1632|---------------------------------------------------------------------|
 FO1632
 FO1632                          SUPERSEDED SURVEY CONTROL
 FO1632
 FO1632  NAD 83(1986)-  35 04 13.55416(N)    107 44 39.38430(W) AD(       ) 2
 FO1632  NAD 27      -  35 04 13.41018(N)    107 44 37.19006(W) AD(       ) 2
 FO1632  NGVD 29 (07/19/86) 1913.3    (m)         6277.     (f) VERT ANG       
 FO1632
 FO1632.Superseded values are not recommended for survey control.
 FO1632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1632.See file dsdata.txt to determine how the superseded data were derived.
 FO1632
 FO1632_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBU4976384299(NAD 83)
 FO1632_MARKER: DD = SURVEY DISK
 FO1632_SETTING: 0 = UNSPECIFIED SETTING
 FO1632_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FO1632
 FO1632  HISTORY     - Date     Condition        Report By
 FO1632  HISTORY     - 1971     MONUMENTED       NMHD
 FO1632
 FO1632                          STATION DESCRIPTION
 FO1632
 FO1632'DESCRIBED BY NM HIGHWAY DEPT 1971 (RGL)
 FO1632'THE STATION IS LOCATED ABOUT 9 MILES EAST OF GRANTS ON
 FO1632'INTERSTATE 40.
 FO1632'
 FO1632'TO REACH THE STATION FROM THE CITY HALL IN GRANTS, GO EAST ON
 FO1632'U.S. 66 FOR 2.0 MILES TO A RAILROAD OVERPASS, CONTINUE ON U.S. 66
 FO1632'FOR 1.0 MILE TO OVERPASS ACROSS INTERSTATE 40, CONTINUE EAST
 FO1632'ONTO I-40 FOR 5.3 MILES TO THE STATION ON THE RIGHT.
 FO1632'
 FO1632'THE STATION IS LOCATED BETWEEN THE EBL OF I-40 AND THE SOUTH
 FO1632'FRONTAGE ROAD, 3 FEET NORTH OF THE NORTH EDGE OF FRONTAGE ROAD,
 FO1632'2 FEET NORTH OF GUARD RAIL AND WITNESS POST, BENEATH A SIGN
 FO1632'READING REST AREA 2 MILES.
 FO1632'
 FO1632'THE MONUMENT IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 FO1632'BRASS DISK, STAMPED I-40-80, AND IS SET IN CONCRETE FLUSH WITH
 FO1632'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1639 ***********************************************************************
 FO1639  DESIGNATION -  I40 81
 FO1639  PID         -  FO1639
 FO1639  STATE/COUNTY-  NM/CIBOLA
 FO1639  USGS QUAD   -  GRANTS SE (1971)
 FO1639
 FO1639                         *CURRENT SURVEY CONTROL
 FO1639  ___________________________________________________________________
 FO1639* NAD 83(1992)-  35 05 06.56620(N)    107 46 10.56310(W)     ADJUSTED  
 FO1639* NAVD 88     -      1948.2    (meters)    6392.     (feet)  VERTCON   
 FO1639  ___________________________________________________________________
 FO1639  LAPLACE CORR-           0.06  (seconds)                    DEFLEC99
 FO1639  GEOID HEIGHT-         -20.60  (meters)                     GEOID03
 FO1639
 FO1639  HORZ ORDER  -  SECOND
 FO1639
 FO1639.The horizontal coordinates were established by classical geodetic methods
 FO1639.and adjusted by the National Geodetic Survey in December 1993..
 FO1639
 FO1639.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1639.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1639
 FO1639.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1639
 FO1639.The geoid height was determined by GEOID03.
 FO1639
 FO1639;                    North         East     Units Scale Factor Converg.
 FO1639;SPC NM W     -   453,030.144   835,811.503   MT  0.99991708   +0 02 11.9
 FO1639;SPC NM W     - 1,486,316.40  2,742,158.24   sFT  0.99991708   +0 02 11.9
 FO1639;UTM  13      - 3,885,996.215   247,497.821   MT  1.00038584   -1 35 34.0
 FO1639
 FO1639!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1639!SPC NM W     -   0.99969753  x   0.99991708  =   0.99961464
 FO1639!UTM  13      -   0.99969753  x   1.00038584  =   1.00008326
 FO1639
 FO1639:                Primary Azimuth Mark                     Grid Az
 FO1639:SPC NM W     -  I40 82                                   306 41 10.4
 FO1639:UTM  13      -  I40 82                                   308 18 56.3
 FO1639
 FO1639|---------------------------------------------------------------------|
 FO1639| PID    Reference Object                     Distance      Geod. Az  |
 FO1639|                                                           dddmmss.s |
 FO1639| FO1637 I40 82                              APPROX. 2.8 KM 3064322.3 |
 FO1639|---------------------------------------------------------------------|
 FO1639
 FO1639                          SUPERSEDED SURVEY CONTROL
 FO1639
 FO1639  NAD 83(1986)-  35 05 06.56736(N)    107 46 10.56459(W) AD(       ) 2
 FO1639  NAD 27      -  35 05 06.42524(N)    107 46 08.36806(W) AD(       ) 2
 FO1639  NGVD 29 (07/19/86) 1947.1    (m)         6388.     (f) VERT ANG       
 FO1639
 FO1639.Superseded values are not recommended for survey control.
 FO1639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1639.See file dsdata.txt to determine how the superseded data were derived.
 FO1639
 FO1639_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBU4749885996(NAD 83)
 FO1639_MARKER: DD = SURVEY DISK
 FO1639_SETTING: 0 = UNSPECIFIED SETTING
 FO1639_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FO1639
 FO1639  HISTORY     - Date     Condition        Report By
 FO1639  HISTORY     - 1971     MONUMENTED       NMHD
 FO1639
 FO1639                          STATION DESCRIPTION
 FO1639
 FO1639'DESCRIBED BY NM HIGHWAY DEPT 1971 (RGL)
 FO1639'THE STATION IS LOCATED ABOUT 7.5 MILES EAST OF GRANTS ON INTERSTATE
 FO1639'HIGHWAY 40.
 FO1639'
 FO1639'TO REACH THE STATION FROM THE CITY HALL IN GRANTS, GO EAST ON
 FO1639'U.S. 66 FOR 2.0 MILES TO A RAILROAD OVERPASS, CONTINUE ON U.S. 66
 FO1639'FOR 1.0 MILE TO OVERPASS ACROSS INTERSTATE 40, CONTINUE EAST ON
 FO1639'U.S. 66 AND RAMP ONTO INTERSTATE 40 FOR 4.5 MILES TO THE JUNCTION
 FO1639'OF I-40 AND N.M. 117 OVERPASS, AND THE STATION ON THE LEFT.
 FO1639'
 FO1639'THE STATION IS LOCATED NORTH OF THE NE. WINGWALL OF THE BRIDGE,
 FO1639'68 FEET SOUTH OF THE SE. CORNER OF A CATTLE GUARD, 2 FEET BACK
 FO1639'OF CURB, AND 2 FEET WEST OF A WITNESS POST.
 FO1639'
 FO1639'THE MONUMENT IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 FO1639'BRASS DISK, STAMPED I-40-81 AND IS SET IN CONCRETE FLUSH WITH THE
 FO1639'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1638 ***********************************************************************
 FO1638  DESIGNATION -  I40 81A
 FO1638  PID         -  FO1638
 FO1638  STATE/COUNTY-  NM/CIBOLA
 FO1638  USGS QUAD   -  GRANTS SE (1971)
 FO1638
 FO1638                         *CURRENT SURVEY CONTROL
 FO1638  ___________________________________________________________________
 FO1638* NAD 83(1992)-  35 03 15.81398(N)    107 47 27.27317(W)     ADJUSTED  
 FO1638* NAVD 88     -      2126.8    (meters)    6978.     (feet)  VERTCON   
 FO1638  ___________________________________________________________________
 FO1638  LAPLACE CORR-          -1.02  (seconds)                    DEFLEC99
 FO1638  GEOID HEIGHT-         -20.64  (meters)                     GEOID03
 FO1638
 FO1638  HORZ ORDER  -  SECOND
 FO1638
 FO1638.The horizontal coordinates were established by classical geodetic methods
 FO1638.and adjusted by the National Geodetic Survey in December 1993..
 FO1638
 FO1638.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1638.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1638
 FO1638.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1638
 FO1638.The geoid height was determined by GEOID03.
 FO1638
 FO1638;                    North         East     Units Scale Factor Converg.
 FO1638;SPC NM W     -   449,616.322   833,869.933   MT  0.99991685   +0 01 27.7
 FO1638;SPC NM W     - 1,475,116.22  2,735,788.27   sFT  0.99991685   +0 01 27.7
 FO1638;UTM  13      - 3,882,637.365   245,459.032   MT  1.00039859   -1 36 13.8
 FO1638
 FO1638!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1638!SPC NM W     -   0.99966952  x   0.99991685  =   0.99958640
 FO1638!UTM  13      -   0.99966952  x   1.00039859  =   1.00006798
 FO1638
 FO1638:                Primary Azimuth Mark                     Grid Az
 FO1638:SPC NM W     -  I40 76                                   080 28 58.2
 FO1638:UTM  13      -  I40 76                                   082 06 39.7
 FO1638
 FO1638|---------------------------------------------------------------------|
 FO1638| PID    Reference Object                     Distance      Geod. Az  |
 FO1638|                                                           dddmmss.s |
 FO1638| FO1628 I40 76                              APPROX.14.8 KM 0803025.9 |
 FO1638|---------------------------------------------------------------------|
 FO1638
 FO1638                          SUPERSEDED SURVEY CONTROL
 FO1638
 FO1638  NAD 83(1986)-  35 03 15.81511(N)    107 47 27.27469(W) AD(       ) 2
 FO1638  NAD 27      -  35 03 15.67023(N)    107 47 25.07409(W) AD(       ) 2
 FO1638  NGVD 29 (07/19/86) 2125.7    (m)         6974.     (f) VERT ANG       
 FO1638
 FO1638.Superseded values are not recommended for survey control.
 FO1638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1638.See file dsdata.txt to determine how the superseded data were derived.
 FO1638
 FO1638_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBU4545982637(NAD 83)
 FO1638_MARKER: DD = SURVEY DISK
 FO1638_SETTING: 0 = UNSPECIFIED SETTING
 FO1638_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FO1638
 FO1638  HISTORY     - Date     Condition        Report By
 FO1638  HISTORY     - 1972     MONUMENTED       NMHD
 FO1638
 FO1638                          STATION DESCRIPTION
 FO1638
 FO1638'DESCRIBED BY NM HIGHWAY DEPT 1972 (RGL)
 FO1638'THE STATION IS LOCATED ABOUT 8 MILES EAST OF GRANTS AND ABOUT 2
 FO1638'MILES SOUTH OF INTERSTATE 40.
 FO1638'
 FO1638'TO REACH THE STATION FROM THE CITY HALL IN GRANTS, ON
 FO1638'U.S. HIGHWAY 66, GO 2.0 MILES EAST ON U.S. 66 TO A RAILROAD
 FO1638'OVERPASS.  CONTINUE SOUTH ON U.S. 66 FOR 1.0 MILE TO OVERPASS
 FO1638'ACROSS I-40, THEN GO EAST ON I-40 FOR 4.5 MILES TO STATE ROAD 117
 FO1638'OVERPASS.  GO ACROSS THE BRIDGE TO THE NORTH SIDE AND TURN RIGHT
 FO1638'(EAST) ON THE FRONTAGE ROAD.  CONTINUE EAST FOR 1.3 MILES TO AN
 FO1638'UNDERPASS GOING UNDER I-40.  GO THROUGH UNDERPASS TO A GATE AT
 FO1638'SOUTH SIDE OF UNDERPASS.  PASS THROUGH GATE AND GO
 FO1638'SOUTHEASTERLY ALONG A DIRT ROAD FOR 0.3 MILE TO A WIRE GATE.
 FO1638'GO THROUGH GATE AND CONTINUE SOUTHWARD ALONG A FENCELINE FOR 0.4
 FO1638'MILE TO TELEPHONE LINE.  CROSS UNDER LINE FOR 0.1 MILE TO A
 FO1638'FORK.  TAKE RIGHT FORK AND GO 1.2 MILES TO A FORK.  TURN RIGHT
 FO1638'ALONG ROAD THAT GOES BETWEEN THE TELEPHONE LINE AND A ROCK
 FO1638'BLUFF (ON THE NORTH) FOR 1.2 MILES TO A FORK.  TAKE LEFT FORK
 FO1638'AND HEAD DIRECTLY TOWARDS THE NORTHERNMOST POINT OF A ROCK
 FO1638'MESA TO THE STATION.
 FO1638'
 FO1638'THE STATION IS LOCATED 3.5 FT. SOUTHWEST OF A WITNESS POST AND
 FO1638'100 FT. NORTH OF THE TOE OF THE SLOPE OF THE ROCK MESA AND
 FO1638'APPROXIMATELY 25 FT. EAST OF A ROCK LEDGE (BREAKING DOWNWARD TO
 FO1638'THE WEST).
 FO1638'
 FO1638'THE MONUMENT IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 FO1638'BRASS DISK STAMPED I-40-81A AND IS SET IN CONCRETE FLUSH WITH THE
 FO1638'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1637 ***********************************************************************
 FO1637  DESIGNATION -  I40 82
 FO1637  PID         -  FO1637
 FO1637  STATE/COUNTY-  NM/CIBOLA
 FO1637  USGS QUAD   -  GRANTS SE (1971)
 FO1637
 FO1637                         *CURRENT SURVEY CONTROL
 FO1637  ___________________________________________________________________
 FO1637* NAD 83(1992)-  35 06 00.61559(N)    107 47 38.73648(W)     ADJUSTED  
 FO1637* NAVD 88     -      1959.7    (meters)    6429.     (feet)  VERTCON   
 FO1637  ___________________________________________________________________
 FO1637  LAPLACE CORR-          -0.23  (seconds)                    DEFLEC99
 FO1637  GEOID HEIGHT-         -20.57  (meters)                     GEOID03
 FO1637
 FO1637  HORZ ORDER  -  SECOND
 FO1637
 FO1637.The horizontal coordinates were established by classical geodetic methods
 FO1637.and adjusted by the National Geodetic Survey in December 1993..
 FO1637
 FO1637.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1637.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1637
 FO1637.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1637
 FO1637.The geoid height was determined by GEOID03.
 FO1637
 FO1637;                    North         East     Units Scale Factor Converg.
 FO1637;SPC NM W     -   454,694.508   833,577.467   MT  0.99991682   +0 01 21.2
 FO1637;SPC NM W     - 1,491,776.90  2,734,828.74   sFT  0.99991682   +0 01 21.2
 FO1637;UTM  13      - 3,887,724.265   245,310.984   MT  1.00039951   -1 36 27.0
 FO1637
 FO1637!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1637!SPC NM W     -   0.99969571  x   0.99991682  =   0.99961255
 FO1637!UTM  13      -   0.99969571  x   1.00039951  =   1.00009510
 FO1637
 FO1637:                Primary Azimuth Mark                     Grid Az
 FO1637:SPC NM W     -  I40 81                                   126 41 10.4
 FO1637:UTM  13      -  I40 81                                   128 18 58.6
 FO1637
 FO1637|---------------------------------------------------------------------|
 FO1637| PID    Reference Object                     Distance      Geod. Az  |
 FO1637|                                                           dddmmss.s |
 FO1637| FO1639 I40 81                              APPROX. 2.8 KM 1264231.6 |
 FO1637|---------------------------------------------------------------------|
 FO1637
 FO1637                          SUPERSEDED SURVEY CONTROL
 FO1637
 FO1637  NAD 83(1986)-  35 06 00.61668(N)    107 47 38.73800(W) AD(       ) 2
 FO1637  NAD 27      -  35 06 00.47625(N)    107 47 36.53934(W) AD(       ) 2
 FO1637  NGVD 29 (07/19/86) 1958.7    (m)         6426.     (f) VERT ANG       
 FO1637
 FO1637.Superseded values are not recommended for survey control.
 FO1637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1637.See file dsdata.txt to determine how the superseded data were derived.
 FO1637
 FO1637_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBU4531187724(NAD 83)
 FO1637_MARKER: DD = SURVEY DISK
 FO1637_SETTING: 0 = UNSPECIFIED SETTING
 FO1637_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FO1637
 FO1637  HISTORY     - Date     Condition        Report By
 FO1637  HISTORY     - 1971     MONUMENTED       NMHD
 FO1637
 FO1637                          STATION DESCRIPTION
 FO1637
 FO1637'DESCRIBED BY NM HIGHWAY DEPT 1971 (RGL)
 FO1637'THE STATION IS LOCATED ABOUT 6.0 MILES SOUTH EAST OF GRANTS ON
 FO1637'INTERSTATE HIGHWAY 40.
 FO1637'
 FO1637'TO REACH THE STATION FROM THE CITY HALL IN GRANTS, ON
 FO1637'U.S. HIGHWAY 66, GO EAST FOR 2.0 MILES TO A RAILROAD OVERPASS,
 FO1637'CONTINUE ON U.S. HIGHWAY 66 FOR 1.0 MILE TO OVERPASS ACROSS
 FO1637'INTERSTATE HIGHWAY 40.  THEN GO EAST FOR 2.7 MILES ON INTERSTATE
 FO1637'HIGHWAY 40, TO THE STATION ON THE RIGHT.
 FO1637'
 FO1637'THE STATION IS LOCATED ON THE HIGH PART OF A LAVA ROCK CUT, ABOUT
 FO1637'8 FEET NORTH OF THE SOUTH RIGHT OF WAY FENCE AND 8 FEET NORTH OF A
 FO1637'WITNESS POST.
 FO1637'
 FO1637'THE MONUMENT IS A NEW MEXICO STATE HIGHWAY COMMISSION STANDARD
 FO1637'DISK, STAMPED I-40-82, SET IN CONCRETE AND PROJECTING 4 IN FROM
 FO1637'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1647 ***********************************************************************
 FO1647  DESIGNATION -  I40 83
 FO1647  PID         -  FO1647
 FO1647  STATE/COUNTY-  NM/CIBOLA
 FO1647  USGS QUAD   -  MILAN (1995)
 FO1647
 FO1647                         *CURRENT SURVEY CONTROL
 FO1647  ___________________________________________________________________
 FO1647* NAD 83(1992)-  35 10 06.66890(N)    107 53 58.24591(W)     ADJUSTED  
 FO1647* NAVD 88     -      1989.4    (meters)    6527.     (feet)  VERTCON   
 FO1647  ___________________________________________________________________
 FO1647  LAPLACE CORR-          -2.26  (seconds)                    DEFLEC99
 FO1647  GEOID HEIGHT-         -20.38  (meters)                     GEOID03
 FO1647
 FO1647  HORZ ORDER  -  SECOND
 FO1647
 FO1647.The horizontal coordinates were established by classical geodetic methods
 FO1647.and adjusted by the National Geodetic Survey in December 1993..
 FO1647
 FO1647.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1647.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1647
 FO1647.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1647
 FO1647.The geoid height was determined by GEOID03.
 FO1647
 FO1647;                    North         East     Units Scale Factor Converg.
 FO1647;SPC NM W     -   462,277.928   823,971.516   MT  0.99991711   -0 02 17.2
 FO1647;SPC NM W     - 1,516,656.84  2,703,313.22   sFT  0.99991711   -0 02 17.2
 FO1647;UTM  13      - 3,895,582.126   235,920.023   MT  1.00045955   -1 40 15.7
 FO1647
 FO1647!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1647!SPC NM W     -   0.99969102  x   0.99991711  =   0.99960816
 FO1647!UTM  13      -   0.99969102  x   1.00045955  =   1.00015043
 FO1647
 FO1647:                Primary Azimuth Mark                     Grid Az
 FO1647:SPC NM W     -  I40 84                                   355 12 40.2
 FO1647:UTM  13      -  I40 84                                   356 50 38.7
 FO1647
 FO1647|---------------------------------------------------------------------|
 FO1647| PID    Reference Object                     Distance      Geod. Az  |
 FO1647|                                                           dddmmss.s |
 FO1647| FO1646 I40 84                              APPROX. 2.7 KM 3551023.0 |
 FO1647|---------------------------------------------------------------------|
 FO1647
 FO1647                          SUPERSEDED SURVEY CONTROL
 FO1647
 FO1647  NAD 83(1986)-  35 10 06.66970(N)    107 53 58.24768(W) AD(       ) 2
 FO1647  NAD 27      -  35 10 06.53682(N)    107 53 56.03706(W) AD(       ) 2
 FO1647  NGVD 29 (07/19/86) 1988.4    (m)         6524.     (f) VERT ANG       
 FO1647
 FO1647.Superseded values are not recommended for survey control.
 FO1647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1647.See file dsdata.txt to determine how the superseded data were derived.
 FO1647
 FO1647_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBU3592095582(NAD 83)
 FO1647_MARKER: DD = SURVEY DISK
 FO1647_SETTING: 0 = UNSPECIFIED SETTING
 FO1647_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FO1647
 FO1647  HISTORY     - Date     Condition        Report By
 FO1647  HISTORY     - 1971     MONUMENTED       NMHD
 FO1647  HISTORY     - 19990909 MARK NOT FOUND   USPSQD
 FO1647
 FO1647                          STATION DESCRIPTION
 FO1647
 FO1647'DESCRIBED BY NM HIGHWAY DEPT 1971 (RGL)
 FO1647'THE STATION IS LOCATED IN MILAN, NEW MEXICO, JUST WEST OF GRANTS.
 FO1647'
 FO1647'TO REACH THE STATION FROM THE POST OFFICE IN MILAN (ON THE SE
 FO1647'CORNER OF U.S. 66 AND AIRPORT ROAD), GO SOUTH ON AIRPORT ROAD FOR
 FO1647'0.5 MILE TO THE STATION ON THE RIGHT.
 FO1647'
 FO1647'THE STATION IS LOCATED ABOUT 50 FEET WEST OF THE CENTERLINE OF
 FO1647'AIRPORT ROAD, 50 FEET NE. OF AN AIRPORT BEACON, 3 FEET NORTH OF A
 FO1647'WITNESS POST AND 5 FEET SOUTH OF THE SOUTH RIGHT OF WAY LINE OF
 FO1647'I-40.
 FO1647'
 FO1647'THE MONUMENT IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 FO1647'DISK, STAMPED I40-83, SET IN CONCRETE AND FLUSH WITH THE GROUND.
 FO1647
 FO1647                          STATION RECOVERY (1999)
 FO1647
 FO1647'RECOVERY NOTE BY US POWER SQUADRON 1999
 FO1647'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1646 ***********************************************************************
 FO1646  DESIGNATION -  I40 84
 FO1646  PID         -  FO1646
 FO1646  STATE/COUNTY-  NM/CIBOLA
 FO1646  USGS QUAD   -  MILAN (1995)
 FO1646
 FO1646                         *CURRENT SURVEY CONTROL
 FO1646  ___________________________________________________________________
 FO1646* NAD 83(1992)-  35 11 35.30058(N)    107 54 07.36351(W)     ADJUSTED  
 FO1646* NAVD 88     -      1991.1    (meters)    6532.     (feet)  VERTCON   
 FO1646  ___________________________________________________________________
 FO1646  LAPLACE CORR-          -1.74  (seconds)                    DEFLEC99
 FO1646  GEOID HEIGHT-         -20.35  (meters)                     GEOID03
 FO1646
 FO1646  HORZ ORDER  -  SECOND
 FO1646
 FO1646.The horizontal coordinates were established by classical geodetic methods
 FO1646.and adjusted by the National Geodetic Survey in December 1993..
 FO1646
 FO1646.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1646.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1646
 FO1646.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1646
 FO1646.The geoid height was determined by GEOID03.
 FO1646
 FO1646;                    North         East     Units Scale Factor Converg.
 FO1646;SPC NM W     -   465,009.286   823,742.695   MT  0.99991715   -0 02 22.6
 FO1646;SPC NM W     - 1,525,617.97  2,702,562.49   sFT  0.99991715   -0 02 22.6
 FO1646;UTM  13      - 3,898,320.383   235,769.069   MT  1.00046053   -1 40 24.7
 FO1646
 FO1646!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1646!SPC NM W     -   0.99969075  x   0.99991715  =   0.99960793
 FO1646!UTM  13      -   0.99969075  x   1.00046053  =   1.00015114
 FO1646
 FO1646:                Primary Azimuth Mark                     Grid Az
 FO1646:SPC NM W     -  TOLTEC                                   339 03 49.1
 FO1646:UTM  13      -  TOLTEC                                   340 41 51.2
 FO1646
 FO1646|---------------------------------------------------------------------|
 FO1646| PID    Reference Object                     Distance      Geod. Az  |
 FO1646|                                                           dddmmss.s |
 FO1646| FO0859 TOLTEC                              APPROX. 3.2 KM 3390126.5 |
 FO1646|---------------------------------------------------------------------|
 FO1646
 FO1646                          SUPERSEDED SURVEY CONTROL
 FO1646
 FO1646  NAD 83(1986)-  35 11 35.30131(N)    107 54 07.36537(W) AD(       ) 2
 FO1646  NAD 27      -  35 11 35.17045(N)    107 54 05.15431(W) AD(       ) 2
 FO1646  NGVD 29 (07/19/86) 1990.1    (m)         6529.     (f) VERT ANG       
 FO1646
 FO1646.Superseded values are not recommended for survey control.
 FO1646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1646.See file dsdata.txt to determine how the superseded data were derived.
 FO1646
 FO1646_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBU3576998320(NAD 83)
 FO1646_MARKER: DD = SURVEY DISK
 FO1646_SETTING: 0 = UNSPECIFIED SETTING
 FO1646_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FO1646
 FO1646  HISTORY     - Date     Condition        Report By
 FO1646  HISTORY     - 1971     MONUMENTED       NMHD
 FO1646
 FO1646                          STATION DESCRIPTION
 FO1646
 FO1646'DESCRIBED BY NM HIGHWAY DEPT 1971 (RGL)
 FO1646'THE STATION IS LOCATED ABOUT 1.5 MILES WEST OF MILAN, NEW MEXICO,
 FO1646'ON U.S. 66.
 FO1646'
 FO1646'TO REACH THE STATION FROM THE POST OFFICE IN MILAN (ON THE
 FO1646'SE. CORNER OF U.S. 66 AND AIRPORT RD.), GO WEST ON U.S. 66 FOR
 FO1646'1.3 MILES TO A CROSS-OVER ON U.S. 66, TURN LEFT AND GO ACROSS
 FO1646'U.S. 66 TO THE SOUTH RIGHT OF WAY FENCE.  GO WEST ALONG THE FENCE
 FO1646'LINE FOR 0.3 MILE TO THE STATION.
 FO1646'
 FO1646'THE STATION IS LOCATED 2 FEET SOUTH OF THE FENCE AND 1.5 FEET
 FO1646'SOUTH OF A WITNESS POST.
 FO1646'
 FO1646'THE MONUMENT IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 FO1646'BRASS DISK STAMPED I-40-84 AND IS SET IN CONCRETE FLUSH WITH THE
 FO1646'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1651 ***********************************************************************
 FO1651  DESIGNATION -  I40 85
 FO1651  PID         -  FO1651
 FO1651  STATE/COUNTY-  NM/CIBOLA
 FO1651  USGS QUAD   -  MILAN (1995)
 FO1651
 FO1651                         *CURRENT SURVEY CONTROL
 FO1651  ___________________________________________________________________
 FO1651* NAD 83(1992)-  35 13 04.55882(N)    107 55 58.19926(W)     ADJUSTED  
 FO1651* NAVD 88     -      2045.8    (meters)    6712.     (feet)  VERTCON   
 FO1651  ___________________________________________________________________
 FO1651  LAPLACE CORR-          -2.63  (seconds)                    DEFLEC99
 FO1651  GEOID HEIGHT-         -20.30  (meters)                     GEOID03
 FO1651
 FO1651  HORZ ORDER  -  SECOND
 FO1651
 FO1651.The horizontal coordinates were established by classical geodetic methods
 FO1651.and adjusted by the National Geodetic Survey in December 1993..
 FO1651
 FO1651.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1651.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1651
 FO1651.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1651
 FO1651.The geoid height was determined by GEOID03.
 FO1651
 FO1651;                    North         East     Units Scale Factor Converg.
 FO1651;SPC NM W     -   467,762.179   820,941.748   MT  0.99991768   -0 03 26.6
 FO1651;SPC NM W     - 1,534,649.75  2,693,373.05   sFT  0.99991768   -0 03 26.6
 FO1651;UTM  13      - 3,901,153.609   233,046.278   MT  1.00047836   -1 41 32.4
 FO1651;UTM  12      - 3,901,523.277   779,184.965   MT  1.00056070   +1 46 11.8
 FO1651
 FO1651!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1651!SPC NM W     -   0.99968217  x   0.99991768  =   0.99959987
 FO1651!UTM  13      -   0.99968217  x   1.00047836  =   1.00016038
 FO1651!UTM  12      -   0.99968217  x   1.00056070  =   1.00024269
 FO1651
 FO1651:                Primary Azimuth Mark                     Grid Az
 FO1651:SPC NM W     -  I40 86                                   318 23 44.4
 FO1651:UTM  13      -  I40 86                                   320 01 50.2
 FO1651:UTM  12      -  I40 86                                   316 34 06.0
 FO1651
 FO1651|---------------------------------------------------------------------|
 FO1651| PID    Reference Object                     Distance      Geod. Az  |
 FO1651|                                                           dddmmss.s |
 FO1651| FO1650 I40 86                              APPROX. 1.2 KM 3182017.8 |
 FO1651|---------------------------------------------------------------------|
 FO1651
 FO1651                          SUPERSEDED SURVEY CONTROL
 FO1651
 FO1651  NAD 83(1986)-  35 13 04.55950(N)    107 55 58.20123(W) AD(       ) 2
 FO1651  NAD 27      -  35 13 04.43062(N)    107 55 55.98801(W) AD(       ) 2
 FO1651  NGVD 29 (07/19/86) 2044.8    (m)         6709.     (f) VERT ANG       
 FO1651
 FO1651.Superseded values are not recommended for survey control.
 FO1651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1651.See file dsdata.txt to determine how the superseded data were derived.
 FO1651
 FO1651_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBV3304601154(NAD 83)
 FO1651_MARKER: DD = SURVEY DISK
 FO1651_SETTING: 0 = UNSPECIFIED SETTING
 FO1651_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FO1651
 FO1651  HISTORY     - Date     Condition        Report By
 FO1651  HISTORY     - 1971     MONUMENTED       NMHD
 FO1651
 FO1651                          STATION DESCRIPTION
 FO1651
 FO1651'DESCRIBED BY NM HIGHWAY DEPT 1971 (RGL)
 FO1651'THE STATION IS LOCATED ABOUT 2 MILES WEST OF MILAN, NEW MEXICO,
 FO1651'ALONG INTERSTATE 40.
 FO1651'
 FO1651'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 40 AND STATE
 FO1651'ROAD 57 SOUTH (THIS IS THE INTERCHANGE CALLED EXIT 72, WHICH GOES TO
 FO1651'BLUEWATER VILLAGE), GO 4.1 MILES EAST ON I-40 TO THE STATION ON
 FO1651'THE LEFT.
 FO1651'
 FO1651'THE STATION IS LOCATED 17 FEET WEST OF THE NORTH ABUTMENT AND
 FO1651'NW. WINGWALL, 1 FOOT SW. OF A WITNESS POST, ON THE NORTH SIDE OF A
 FO1651'HIGH ROCK CUT.
 FO1651'
 FO1651'THE MONUMENT IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 FO1651'BRASS DISK STAMPED I-40-85 AND IS SET IN CONCRETE FLUSH WITH THE
 FO1651'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1650 ***********************************************************************
 FO1650  DESIGNATION -  I40 86
 FO1650  PID         -  FO1650
 FO1650  STATE/COUNTY-  NM/CIBOLA
 FO1650  USGS QUAD   -  MILAN (1995)
 FO1650
 FO1650                         *CURRENT SURVEY CONTROL
 FO1650  ___________________________________________________________________
 FO1650* NAD 83(1992)-  35 13 33.63678(N)    107 56 29.73112(W)     ADJUSTED  
 FO1650* NAVD 88     -      2042.9    (meters)    6702.     (feet)  VERTCON   
 FO1650  ___________________________________________________________________
 FO1650  LAPLACE CORR-          -2.63  (seconds)                    DEFLEC99
 FO1650  GEOID HEIGHT-         -20.29  (meters)                     GEOID03
 FO1650
 FO1650  HORZ ORDER  -  SECOND
 FO1650
 FO1650.The horizontal coordinates were established by classical geodetic methods
 FO1650.and adjusted by the National Geodetic Survey in December 1993..
 FO1650
 FO1650.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1650.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1650
 FO1650.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1650
 FO1650.The geoid height was determined by GEOID03.
 FO1650
 FO1650;                    North         East     Units Scale Factor Converg.
 FO1650;SPC NM W     -   468,659.062   820,145.337   MT  0.99991786   -0 03 44.8
 FO1650;SPC NM W     - 1,537,592.27  2,690,760.16   sFT  0.99991786   -0 03 44.8
 FO1650;UTM  13      - 3,902,073.370   232,275.350   MT  1.00048344   -1 41 51.8
 FO1650;UTM  12      - 3,902,394.863   778,359.829   MT  1.00055503   +1 45 54.8
 FO1650
 FO1650!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1650!SPC NM W     -   0.99968262  x   0.99991786  =   0.99960051
 FO1650!UTM  13      -   0.99968262  x   1.00048344  =   1.00016591
 FO1650!UTM  12      -   0.99968262  x   1.00055503  =   1.00023748
 FO1650
 FO1650:                Primary Azimuth Mark                     Grid Az
 FO1650:SPC NM W     -  I40 87                                   322 57 42.5
 FO1650:UTM  13      -  I40 87                                   324 35 49.5
 FO1650:UTM  12      -  I40 87                                   321 08 02.9
 FO1650
 FO1650|---------------------------------------------------------------------|
 FO1650| PID    Reference Object                     Distance      Geod. Az  |
 FO1650|                                                           dddmmss.s |
 FO1650| FO1649 I40 87                              APPROX. 2.4 KM 3225357.7 |
 FO1650|---------------------------------------------------------------------|
 FO1650
 FO1650                          SUPERSEDED SURVEY CONTROL
 FO1650
 FO1650  NAD 83(1986)-  35 13 33.63743(N)    107 56 29.73312(W) AD(       ) 2
 FO1650  NAD 27      -  35 13 33.50924(N)    107 56 27.51971(W) AD(       ) 2
 FO1650  NGVD 29 (07/19/86) 2041.9    (m)         6699.     (f) VERT ANG       
 FO1650
 FO1650.Superseded values are not recommended for survey control.
 FO1650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1650.See file dsdata.txt to determine how the superseded data were derived.
 FO1650
 FO1650_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBV3227502073(NAD 83)
 FO1650_MARKER: DD = SURVEY DISK
 FO1650_SETTING: 0 = UNSPECIFIED SETTING
 FO1650_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FO1650
 FO1650  HISTORY     - Date     Condition        Report By
 FO1650  HISTORY     - 1971     MONUMENTED       NMHD
 FO1650
 FO1650                          STATION DESCRIPTION
 FO1650
 FO1650'DESCRIBED BY NM HIGHWAY DEPT 1971 (RGL)
 FO1650'THE STATION IS LOCATED ABOUT 3 MILES WEST OF MILAN, NEW MEXICO, ON
 FO1650'INTERSTATE 40.
 FO1650'
 FO1650'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 40 AND STATE
 FO1650'ROAD 57 SOUTH (THIS IS THE INTERCHANGE CALLED EXIT 72, WHICH GOES
 FO1650'SOUTH TO BLUEWATER VILLAGE), GO 3.3 MILES EAST ON I-40 TO THE
 FO1650'STATION ON THE RIGHT.
 FO1650'
 FO1650'THE STATION IS LOCATED ON A ROCK CUT IN A SADDLE OF A HILL, 50
 FO1650'FEET SOUTH OF A ROADWAY CUT, 4 FEET NORTH OF THE SOUTH RIGHT OF
 FO1650'WAY FENCE AND WITNESS POST.
 FO1650'
 FO1650'THE MONUMENT IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 FO1650'BRASS DISK STAMPED I-40-86 AND IS SET IN CONCRETE FLUSH WITH THE
 FO1650'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1649 ***********************************************************************
 FO1649  DESIGNATION -  I40 87
 FO1649  PID         -  FO1649
 FO1649  STATE/COUNTY-  NM/CIBOLA
 FO1649  USGS QUAD   -  MILAN (1995)
 FO1649
 FO1649                         *CURRENT SURVEY CONTROL
 FO1649  ___________________________________________________________________
 FO1649* NAD 83(1992)-  35 14 35.96251(N)    107 57 27.19285(W)     ADJUSTED  
 FO1649* NAVD 88     -      2016.5    (meters)    6616.     (feet)  VERTCON   
 FO1649  ___________________________________________________________________
 FO1649  LAPLACE CORR-          -2.55  (seconds)                    DEFLEC99
 FO1649  GEOID HEIGHT-         -20.26  (meters)                     GEOID03
 FO1649
 FO1649  HORZ ORDER  -  SECOND
 FO1649
 FO1649.The horizontal coordinates were established by classical geodetic methods
 FO1649.and adjusted by the National Geodetic Survey in December 1993..
 FO1649
 FO1649.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1649.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1649
 FO1649.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1649
 FO1649.The geoid height was determined by GEOID03.
 FO1649
 FO1649;                    North         East     Units Scale Factor Converg.
 FO1649;SPC NM W     -   470,581.359   818,694.772   MT  0.99991824   -0 04 18.1
 FO1649;SPC NM W     - 1,543,899.01  2,686,001.10   sFT  0.99991824   -0 04 18.1
 FO1649;UTM  13      - 3,904,037.407   230,879.450   MT  1.00049267   -1 42 27.7
 FO1649;UTM  12      - 3,904,271.094   776,847.726   MT  1.00054468   +1 45 24.3
 FO1649
 FO1649!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1649!SPC NM W     -   0.99968676  x   0.99991824  =   0.99960503
 FO1649!UTM  13      -   0.99968676  x   1.00049267  =   1.00017928
 FO1649!UTM  12      -   0.99968676  x   1.00054468  =   1.00023127
 FO1649
 FO1649:                Primary Azimuth Mark                     Grid Az
 FO1649:SPC NM W     -  I40 88                                   321 28 09.6
 FO1649:UTM  13      -  I40 88                                   323 06 19.2
 FO1649:UTM  12      -  I40 88                                   319 38 27.2
 FO1649
 FO1649|---------------------------------------------------------------------|
 FO1649| PID    Reference Object                     Distance      Geod. Az  |
 FO1649|                                                           dddmmss.s |
 FO1649| FO1658 I40 88                              APPROX. 2.6 KM 3212351.5 |
 FO1649|---------------------------------------------------------------------|
 FO1649
 FO1649                          SUPERSEDED SURVEY CONTROL
 FO1649
 FO1649  NAD 83(1986)-  35 14 35.96309(N)    107 57 27.19491(W) AD(       ) 2
 FO1649  NAD 27      -  35 14 35.83782(N)    107 57 24.97847(W) AD(       ) 2
 FO1649  NGVD 29 (07/19/86) 2015.5    (m)         6613.     (f) VERT ANG       
 FO1649
 FO1649.Superseded values are not recommended for survey control.
 FO1649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1649.See file dsdata.txt to determine how the superseded data were derived.
 FO1649
 FO1649_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBV3087904037(NAD 83)
 FO1649_MARKER: DD = SURVEY DISK
 FO1649_SETTING: 0 = UNSPECIFIED SETTING
 FO1649_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FO1649
 FO1649  HISTORY     - Date     Condition        Report By
 FO1649  HISTORY     - 1971     MONUMENTED       NMHD
 FO1649
 FO1649                          STATION DESCRIPTION
 FO1649
 FO1649'DESCRIBED BY NM HIGHWAY DEPT 1971 (RGL)
 FO1649'THE STATION IS LOCATED ABOUT 4 MILES WEST OF MILAN, NEW MEXICO,
 FO1649'ON INTERSTATE 40.
 FO1649'
 FO1649'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 40 AND STATE
 FO1649'ROAD 57 SOUTH (THIS IS THE INTERCHANGE CALLED EXIT 72, WHICH GOES
 FO1649'SOUTH TO BLUEWATER VILLAGE), GO 1.7 MILES EAST ON I-40 TO THE
 FO1649'STATION ON THE LEFT IN THE MEDIAN.
 FO1649'
 FO1649'THE STATION IS LOCATED 14 FEET EAST AND 5 FEET NORTH OF THE
 FO1649'NE. WINGWALL OF THE SOUTH BRIDGE AND 2 FEET SW. OF A WITNESS POST.
 FO1649'
 FO1649'THE MONUMENT IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 FO1649'BRASS DISK STAMPED I-40-87 AND IS SET IN CONCRETE FLUSH WITH THE
 FO1649'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1658 ***********************************************************************
 FO1658  DESIGNATION -  I40 88
 FO1658  PID         -  FO1658
 FO1658  STATE/COUNTY-  NM/CIBOLA
 FO1658  USGS QUAD   -  BLUEWATER (1980)
 FO1658
 FO1658                         *CURRENT SURVEY CONTROL
 FO1658  ___________________________________________________________________
 FO1658* NAD 83(1992)-  35 15 42.20420(N)    107 58 31.67555(W)     ADJUSTED  
 FO1658* NAVD 88     -      2025.5    (meters)    6645.     (feet)  VERTCON   
 FO1658  ___________________________________________________________________
 FO1658  LAPLACE CORR-          -2.54  (seconds)                    DEFLEC99
 FO1658  GEOID HEIGHT-         -20.24  (meters)                     GEOID03
 FO1658
 FO1658  HORZ ORDER  -  SECOND
 FO1658
 FO1658.The horizontal coordinates were established by classical geodetic methods
 FO1658.and adjusted by the National Geodetic Survey in December 1993..
 FO1658
 FO1658.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1658.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1658
 FO1658.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1658
 FO1658.The geoid height was determined by GEOID03.
 FO1658
 FO1658;                    North         East     Units Scale Factor Converg.
 FO1658;SPC NM W     -   472,624.822   817,067.544   MT  0.99991873   -0 04 55.4
 FO1658;SPC NM W     - 1,550,603.27  2,680,662.43   sFT  0.99991873   -0 04 55.4
 FO1658;UTM  13      - 3,906,127.714   229,310.330   MT  1.00050311   -1 43 07.7
 FO1658;UTM  12      - 3,906,262.819   775,155.062   MT  1.00053315   +1 44 49.9
 FO1658
 FO1658!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1658!SPC NM W     -   0.99968535  x   0.99991873  =   0.99960410
 FO1658!UTM  13      -   0.99968535  x   1.00050311  =   1.00018830
 FO1658!UTM  12      -   0.99968535  x   1.00053315  =   1.00021833
 FO1658
 FO1658:                Primary Azimuth Mark                     Grid Az
 FO1658:SPC NM W     -  I40 89                                   337 42 35.0
 FO1658:UTM  13      -  I40 89                                   339 20 47.3
 FO1658:UTM  12      -  I40 89                                   335 52 49.7
 FO1658
 FO1658|---------------------------------------------------------------------|
 FO1658| PID    Reference Object                     Distance      Geod. Az  |
 FO1658|                                                           dddmmss.s |
 FO1658| FO1657 I40 89                              APPROX. 2.7 KM 3373739.6 |
 FO1658|---------------------------------------------------------------------|
 FO1658
 FO1658                          SUPERSEDED SURVEY CONTROL
 FO1658
 FO1658  NAD 83(1986)-  35 15 42.20474(N)    107 58 31.67769(W) AD(       ) 2
 FO1658  NAD 27      -  35 15 42.08186(N)    107 58 29.45909(W) AD(       ) 2
 FO1658  NGVD 29 (07/19/86) 2024.5    (m)         6642.     (f) VERT ANG       
 FO1658
 FO1658.Superseded values are not recommended for survey control.
 FO1658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1658.See file dsdata.txt to determine how the superseded data were derived.
 FO1658
 FO1658_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBV2931006128(NAD 83)
 FO1658_MARKER: DD = SURVEY DISK
 FO1658_SETTING: 0 = UNSPECIFIED SETTING
 FO1658_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FO1658
 FO1658  HISTORY     - Date     Condition        Report By
 FO1658  HISTORY     - 1971     MONUMENTED       NMHD
 FO1658
 FO1658                          STATION DESCRIPTION
 FO1658
 FO1658'DESCRIBED BY NM HIGHWAY DEPT 1971 (RGL)
 FO1658'THE STATION IS LOCATED ABOUT 6 MILES WEST OF MILAN, NEW MEXICO, ON
 FO1658'INTERSTATE 40.
 FO1658'
 FO1658'TO REACH THE STATION, GO TO THE JUNCTION OF INTERSTATE 40 AND
 FO1658'STATE ROAD 57 SOUTH (THIS IS THE INTERCHANGE CALLED EXIT 72,
 FO1658'WHICH GOES SOUTH TO BLUEWATER VILLAGE).
 FO1658'
 FO1658'THE STATION IS LOCATED 6 FT. EAST OF THE NE. WINGWALL OF THE
 FO1658'BRIDGE AND 1 FT. WEST OF A WITNESS POST.
 FO1658'
 FO1658'THE MONUMENT IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 FO1658'BRASS DISK STAMPED I-40-88 AND IS SET IN CONCRETE FLUSH WITH THE
 FO1658'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1657 ***********************************************************************
 FO1657  DESIGNATION -  I40 89
 FO1657  PID         -  FO1657
 FO1657  STATE/COUNTY-  NM/CIBOLA
 FO1657  USGS QUAD   -  BLUEWATER (1980)
 FO1657
 FO1657                         *CURRENT SURVEY CONTROL
 FO1657  ___________________________________________________________________
 FO1657* NAD 83(1992)-  35 17 03.71161(N)    107 59 12.59167(W)     ADJUSTED  
 FO1657* NAVD 88     -      2027.5    (meters)    6652.     (feet)  VERTCON   
 FO1657  ___________________________________________________________________
 FO1657  LAPLACE CORR-          -2.26  (seconds)                    DEFLEC99
 FO1657  GEOID HEIGHT-         -20.23  (meters)                     GEOID03
 FO1657
 FO1657  HORZ ORDER  -  SECOND
 FO1657
 FO1657.The horizontal coordinates were established by classical geodetic methods
 FO1657.and adjusted by the National Geodetic Survey in December 1993..
 FO1657
 FO1657.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1657.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1657
 FO1657.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1657
 FO1657.The geoid height was determined by GEOID03.
 FO1657
 FO1657;                    North         East     Units Scale Factor Converg.
 FO1657;SPC NM W     -   475,138.069   816,037.285   MT  0.99991907   -0 05 19.2
 FO1657;SPC NM W     - 1,558,848.81  2,677,282.33   sFT  0.99991907   -0 05 19.2
 FO1657;UTM  13      - 3,908,670.864   228,351.736   MT  1.00050951   -1 43 34.9
 FO1657;UTM  12      - 3,908,743.402   774,044.403   MT  1.00052563   +1 44 29.7
 FO1657
 FO1657!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1657!SPC NM W     -   0.99968503  x   0.99991907  =   0.99960413
 FO1657!UTM  13      -   0.99968503  x   1.00050951  =   1.00019438
 FO1657!UTM  12      -   0.99968503  x   1.00052563  =   1.00021049
 FO1657
 FO1657:                Primary Azimuth Mark                     Grid Az
 FO1657:SPC NM W     -  I40 90                                   353 21 56.7
 FO1657:UTM  13      -  I40 90                                   355 00 12.4
 FO1657:UTM  12      -  I40 90                                   351 32 07.8
 FO1657
 FO1657|---------------------------------------------------------------------|
 FO1657| PID    Reference Object                     Distance      Geod. Az  |
 FO1657|                                                           dddmmss.s |
 FO1657| FO1656 I40 90                              APPROX. 1.8 KM 3531637.5 |
 FO1657|---------------------------------------------------------------------|
 FO1657
 FO1657                          SUPERSEDED SURVEY CONTROL
 FO1657
 FO1657  NAD 83(1986)-  35 17 03.71212(N)    107 59 12.59388(W) AD(       ) 2
 FO1657  NAD 27      -  35 17 03.59187(N)    107 59 10.37380(W) AD(       ) 2
 FO1657  NGVD 29 (07/19/86) 2026.5    (m)         6649.     (f) VERT ANG       
 FO1657
 FO1657.Superseded values are not recommended for survey control.
 FO1657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1657.See file dsdata.txt to determine how the superseded data were derived.
 FO1657
 FO1657_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBV2835208671(NAD 83)
 FO1657_MARKER: DD = SURVEY DISK
 FO1657_SETTING: 0 = UNSPECIFIED SETTING
 FO1657_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FO1657
 FO1657  HISTORY     - Date     Condition        Report By
 FO1657  HISTORY     - 1971     MONUMENTED       NMHD
 FO1657
 FO1657                          STATION DESCRIPTION
 FO1657
 FO1657'DESCRIBED BY NM HIGHWAY DEPT 1971 (RGL)
 FO1657'THE STATION IS LOCATED ABOUT 8 MILES WEST OF MILAN, NEW MEXICO,
 FO1657'ALONG INTERSTATE 40.
 FO1657'
 FO1657'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 40 AND
 FO1657'SR. 57 SOUTH (THE INTERCHANGE CALLED EXIT 72, WHICH GOES SOUTH TO
 FO1657'BLUEWATER VILLAGE), TAKE THE FRONTAGE ROAD ON THE SOUTH SIDE OF
 FO1657'THE INTERCHANGE AND GO WEST ON THE FRONTAGE ROAD FOR 1.8 MILES TO
 FO1657'THE STATION ON THE LEFT.
 FO1657'
 FO1657'THE STATION IS LOCATED ON A SMALL CUT BANK 1 FT. NORTH OF THE
 FO1657'RIGHT OF WAY FENCE, AND 2 FT. WEST OF A WITNESS POST.
 FO1657'
 FO1657'THE MONUMENT IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 FO1657'BRASS DISK, STAMPED I-40-89 AND IS SET IN CONCRETE FLUSH WITH THE
 FO1657'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1195 ***********************************************************************
 FO1195  DESIGNATION -  I40 9
 FO1195  PID         -  FO1195
 FO1195  STATE/COUNTY-  NM/BERNALILLO
 FO1195  USGS QUAD   -  ALBUQUERQUE EAST (1990)
 FO1195
 FO1195                         *CURRENT SURVEY CONTROL
 FO1195  ___________________________________________________________________
 FO1195* NAD 83(1992)-  35 06 17.47571(N)    106 35 17.05461(W)     ADJUSTED  
 FO1195* NAVD 88     -      1589.31   (+/-2cm)    5214.3    (feet)  VERTCON   
 FO1195  ___________________________________________________________________
 FO1195  LAPLACE CORR-           9.38  (seconds)                    DEFLEC99
 FO1195  GEOID HEIGHT-         -21.02  (meters)                     GEOID03
 FO1195
 FO1195  HORZ ORDER  -  SECOND
 FO1195  VERT ORDER  -  THIRD ? (See Below)
 FO1195
 FO1195.The horizontal coordinates were established by classical geodetic methods
 FO1195.and adjusted by the National Geodetic Survey in December 1993..
 FO1195
 FO1195.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1195.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1195.The vertical order pertains to the NGVD 29 superseded value.
 FO1195
 FO1195.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1195
 FO1195.The geoid height was determined by GEOID03.
 FO1195
 FO1195;                    North         East     Units Scale Factor Converg.
 FO1195;SPC NM C     -   455,258.046   469,180.584   MT  0.99991170   -0 11 39.9
 FO1195;SPC NM C     - 1,493,625.77  1,539,303.30   sFT  0.99991170   -0 11 39.9
 FO1195;UTM  13      - 3,885,824.785   355,264.693   MT  0.99985818   -0 54 48.3
 FO1195
 FO1195!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1195!SPC NM C     -   0.99975389  x   0.99991170  =   0.99966561
 FO1195!UTM  13      -   0.99975389  x   0.99985818  =   0.99961211
 FO1195
 FO1195|---------------------------------------------------------------------|
 FO1195| PID    Reference Object                     Distance      Geod. Az  |
 FO1195|                                                           dddmmss.s |
 FO1195| FO1196 NM 367 8                             98.938 METERS 01326     |
 FO1195| FO1243 SAN MATEO EOS                       309.388 METERS 15134     |
 FO1195| FO1191 I40 10                              APPROX. 0.7 KM 2584150.7 |
 FO1195|---------------------------------------------------------------------|
 FO1195
 FO1195                          SUPERSEDED SURVEY CONTROL
 FO1195
 FO1195  NAD 83(1986)-  35 06 17.48145(N)    106 35 17.05586(W) AD(       ) 2
 FO1195  NAD 27      -  35 06 17.31563(N)    106 35 14.96914(W) AD(       ) 2
 FO1195  NGVD 29 (07/19/86) 1588.48   (m)         5211.5    (f) LEVELING    3  
 FO1195
 FO1195.Superseded values are not recommended for survey control.
 FO1195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1195.See file dsdata.txt to determine how the superseded data were derived.
 FO1195
 FO1195_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU5526585825(NAD 83)
 FO1195_MARKER: DD = SURVEY DISK
 FO1195_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FO1195_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FO1195_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO1195+STABILITY: SURFACE MOTION
 FO1195
 FO1195  HISTORY     - Date     Condition        Report By
 FO1195  HISTORY     - 1969     MONUMENTED       NMHD
 FO1195  HISTORY     - 20040923 MARK NOT FOUND   GEOCAC
 FO1195
 FO1195                          STATION DESCRIPTION
 FO1195
 FO1195'DESCRIBED BY NM HIGHWAY DEPT 1969 (SRC)
 FO1195'THE STATION IS LOCATED ON SAN MATEO BETWEEN SAN MATEO
 FO1195'SOUTH-BOUND AND THE ENTRANCE TO I-40 WEST-BOUND.  APPROXIMATELY
 FO1195'0.05 MILE NORTH OF THE SAN MATEO BRIDGE OVER I-40.
 FO1195'
 FO1195'TO REACH THE STATION FROM THE INTERSECTION OF CENTRAL AND
 FO1195'THE RAILROAD TRACKS (DOWNTOWN ALBUQUERQUE), GO EAST ON CENTRAL
 FO1195'(U.S.-66) FOR 3.50 MILES TO THE INTERSECTION OF SAN MATEO
 FO1195'BLVD. AND CENTRAL.  TURN NORTH ON SAN MATEO.  TRAVEL NORTH
 FO1195'ON SAN MATEO FOR 1.90 MILE TO A POINT JUST ACROSS THE SAN
 FO1195'MATEO BRIDGE CROSSING I-40.  THE STATION IS 8 FT SOUTH OF
 FO1195'THE NORTH CORNER OF THE TRIANGLE SEPARATING SAN MATEO
 FO1195'SOUTH-BOUND AND THE ENTRANCE TO I-40 WEST-BOUND.
 FO1195'
 FO1195'THE STATION IS A STANDARD STATE HIGHWAY COMMISSION DISK
 FO1195'STAMPED STA-I-40-9, AND IS FLUSH WITH THE GROUND.
 FO1195'
 FO1195'FOR THE INFORMATION TO LANDMARK, SEE THE TRIANGULATION DESCRIPTION
 FO1195'SHEET FOR LANDMARK AND FOR I-40-8, SAN MATEO E.O.S., I-40-10,
 FO1195'AND NM-367-8, SEE THE TRAVERSE DESCRIPTION SHEETS FOR SAN
 FO1195'MATEO E.O.S., I-40-8, I-40-10, NM-367-8.
 FO1195
 FO1195                          STATION RECOVERY (2004)
 FO1195
 FO1195'RECOVERY NOTE BY GEOCACHING 2004 (BMC)
 FO1195'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1656 ***********************************************************************
 FO1656  DESIGNATION -  I40 90
 FO1656  PID         -  FO1656
 FO1656  STATE/COUNTY-  NM/CIBOLA
 FO1656  USGS QUAD   -  BLUEWATER (1980)
 FO1656
 FO1656                         *CURRENT SURVEY CONTROL
 FO1656  ___________________________________________________________________
 FO1656* NAD 83(1992)-  35 18 01.32597(N)    107 59 20.87604(W)     ADJUSTED  
 FO1656* NAVD 88     -      2044.3    (meters)    6707.     (feet)  VERTCON   
 FO1656  ___________________________________________________________________
 FO1656  LAPLACE CORR-          -1.99  (seconds)                    DEFLEC99
 FO1656  GEOID HEIGHT-         -20.23  (meters)                     GEOID03
 FO1656
 FO1656  HORZ ORDER  -  SECOND
 FO1656
 FO1656.The horizontal coordinates were established by classical geodetic methods
 FO1656.and adjusted by the National Geodetic Survey in December 1993..
 FO1656
 FO1656.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1656.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1656
 FO1656.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1656
 FO1656.The geoid height was determined by GEOID03.
 FO1656
 FO1656;                    North         East     Units Scale Factor Converg.
 FO1656;SPC NM W     -   476,913.827   815,830.747   MT  0.99991914   -0 05 24.1
 FO1656;SPC NM W     - 1,564,674.78  2,676,604.71   sFT  0.99991914   -0 05 24.1
 FO1656;UTM  13      - 3,910,452.853   228,195.950   MT  1.00051055   -1 43 42.1
 FO1656;UTM  12      - 3,910,512.727   773,781.085   MT  1.00052385   +1 44 27.4
 FO1656
 FO1656!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1656!SPC NM W     -   0.99968240  x   0.99991914  =   0.99960156
 FO1656!UTM  13      -   0.99968240  x   1.00051055  =   1.00019278
 FO1656!UTM  12      -   0.99968240  x   1.00052385  =   1.00020608
 FO1656
 FO1656:                Primary Azimuth Mark                     Grid Az
 FO1656:SPC NM W     -  I40 91                                   348 35 31.7
 FO1656:UTM  13      -  I40 91                                   350 13 49.7
 FO1656:UTM  12      -  I40 91                                   346 45 40.2
 FO1656
 FO1656|---------------------------------------------------------------------|
 FO1656| PID    Reference Object                     Distance      Geod. Az  |
 FO1656|                                                           dddmmss.s |
 FO1656| FO1655 I40 91                              APPROX. 1.5 KM 3483007.6 |
 FO1656|---------------------------------------------------------------------|
 FO1656
 FO1656                          SUPERSEDED SURVEY CONTROL
 FO1656
 FO1656  NAD 83(1986)-  35 18 01.32648(N)    107 59 20.87828(W) AD(       ) 2
 FO1656  NAD 27      -  35 18 01.20788(N)    107 59 18.65806(W) AD(       ) 2
 FO1656  NGVD 29 (07/19/86) 2043.3    (m)         6704.     (f) VERT ANG       
 FO1656
 FO1656.Superseded values are not recommended for survey control.
 FO1656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1656.See file dsdata.txt to determine how the superseded data were derived.
 FO1656
 FO1656_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBV2819610453(NAD 83)
 FO1656_MARKER: DD = SURVEY DISK
 FO1656_SETTING: 0 = UNSPECIFIED SETTING
 FO1656_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FO1656
 FO1656  HISTORY     - Date     Condition        Report By
 FO1656  HISTORY     - 1971     MONUMENTED       NMHD
 FO1656
 FO1656                          STATION DESCRIPTION
 FO1656
 FO1656'DESCRIBED BY NM HIGHWAY DEPT 1971 (RGL)
 FO1656'THE STATION IS LOCATED ABOUT 9 MILES WEST OF MILAN, NEW MEXICO,
 FO1656'ALONG INTERSTATE 40.
 FO1656'
 FO1656'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 40 AND
 FO1656'SR. 57 (THE INTERCHANGE CALLED EXIT 72, WHICH GOES TO BLUEWATER
 FO1656'VILLAGE), GO 3.0 MILES WEST ON I-40 TO THE STATION ON THE RIGHT.
 FO1656'
 FO1656'THE STATION IS LOCATED 2 FT. SOUTH OF NORTH RIGHT OF WAY FENCE
 FO1656'AND 2 FT. EAST OF A WITNESS POST.
 FO1656'
 FO1656'THE MONUMENT IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 FO1656'BRASS DISK, STAMPED I-40-90 AND IS SET IN CONCRETE FLUSH WITH THE
 FO1656'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1655 ***********************************************************************
 FO1655  DESIGNATION -  I40 91
 FO1655  PID         -  FO1655
 FO1655  STATE/COUNTY-  NM/MCKINLEY
 FO1655  USGS QUAD   -  BLUEWATER (1980)
 FO1655
 FO1655                         *CURRENT SURVEY CONTROL
 FO1655  ___________________________________________________________________
 FO1655* NAD 83(1992)-  35 18 50.59607(N)    107 59 33.10339(W)     ADJUSTED  
 FO1655* NAVD 88     -      2052.0    (meters)    6732.     (feet)  VERTCON   
 FO1655  ___________________________________________________________________
 FO1655  LAPLACE CORR-          -1.86  (seconds)                    DEFLEC99
 FO1655  GEOID HEIGHT-         -20.24  (meters)                     GEOID03
 FO1655
 FO1655  HORZ ORDER  -  SECOND
 FO1655
 FO1655.The horizontal coordinates were established by classical geodetic methods
 FO1655.and adjusted by the National Geodetic Survey in December 1993..
 FO1655
 FO1655.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1655.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1655
 FO1655.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1655
 FO1655.The geoid height was determined by GEOID03.
 FO1655
 FO1655;                    North         East     Units Scale Factor Converg.
 FO1655;SPC NM W     -   478,432.618   815,524.289   MT  0.99991925   -0 05 31.3
 FO1655;SPC NM W     - 1,569,657.68  2,675,599.27   sFT  0.99991925   -0 05 31.3
 FO1655;UTM  13      - 3,911,980.691   227,932.892   MT  1.00051231   -1 43 51.3
 FO1655;UTM  12      - 3,912,021.859   773,426.034   MT  1.00052145   +1 44 22.5
 FO1655
 FO1655!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1655!SPC NM W     -   0.99968119  x   0.99991925  =   0.99960046
 FO1655!UTM  13      -   0.99968119  x   1.00051231  =   1.00019334
 FO1655!UTM  12      -   0.99968119  x   1.00052145  =   1.00020247
 FO1655
 FO1655:                Primary Azimuth Mark                     Grid Az
 FO1655:SPC NM W     -  I40 92                                   334 33 22.6
 FO1655:UTM  13      -  I40 92                                   336 11 42.6
 FO1655:UTM  12      -  I40 92                                   332 43 28.8
 FO1655
 FO1655|---------------------------------------------------------------------|
 FO1655| PID    Reference Object                     Distance      Geod. Az  |
 FO1655|                                                           dddmmss.s |
 FO1655| FP0454 I40 92                              APPROX. 3.9 KM 3342751.3 |
 FO1655|---------------------------------------------------------------------|
 FO1655
 FO1655                          SUPERSEDED SURVEY CONTROL
 FO1655
 FO1655  NAD 83(1986)-  35 18 50.59658(N)    107 59 33.10565(W) AD(       ) 2
 FO1655  NAD 27      -  35 18 50.47946(N)    107 59 30.88454(W) AD(       ) 2
 FO1655  NGVD 29 (07/19/86) 2051.0    (m)         6729.     (f) VERT ANG       
 FO1655
 FO1655.Superseded values are not recommended for survey control.
 FO1655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1655.See file dsdata.txt to determine how the superseded data were derived.
 FO1655
 FO1655_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBV2793311981(NAD 83)
 FO1655_MARKER: DD = SURVEY DISK
 FO1655_SETTING: 0 = UNSPECIFIED SETTING
 FO1655_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FO1655
 FO1655  HISTORY     - Date     Condition        Report By
 FO1655  HISTORY     - 1971     MONUMENTED       NMHD
 FO1655
 FO1655                          STATION DESCRIPTION
 FO1655
 FO1655'DESCRIBED BY NM HIGHWAY DEPT 1971 (RGL)
 FO1655'THE STATION IS LOCATED ABOUT 10 MILES WEST OF MILAN, NEW MEXICO,
 FO1655'ALONG INTERSTATE 40.
 FO1655'
 FO1655'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 40 AND
 FO1655'SR. 57 SOUTH (THE INTERCHANGE CALLED EXIT 72, WHICH GOES SOUTH TO
 FO1655'BLUEWATER VILLAGE), GO 4.0 MILES WEST ON I-40 TO THE STATION ON
 FO1655'THE LEFT.
 FO1655'
 FO1655'THE STATION IS LOCATED ON A SMALL CUT 3 FT. NORTH OF SOUTH RIGHT OF
 FO1655'WAY FENCE AND 3 FT. NORTH OF A WITNESS POST.
 FO1655'
 FO1655'THE MONUMENT IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 FO1655'BRASS DISK, STAMPED I-40-91 AND IS SET IN CONCRETE FLUSH WITH THE
 FO1655'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0454 ***********************************************************************
 FP0454  DESIGNATION -  I40 92
 FP0454  PID         -  FP0454
 FP0454  STATE/COUNTY-  NM/MCKINLEY
 FP0454  USGS QUAD   -  PREWITT (1995)
 FP0454
 FP0454                         *CURRENT SURVEY CONTROL
 FP0454  ___________________________________________________________________
 FP0454* NAD 83(1992)-  35 20 44.84613(N)    108 00 39.72383(W)     ADJUSTED  
 FP0454* NAVD 88     -      2067.6    (meters)    6783.     (feet)  VERTCON   
 FP0454  ___________________________________________________________________
 FP0454  LAPLACE CORR-          -1.52  (seconds)                    DEFLEC99
 FP0454  GEOID HEIGHT-         -20.25  (meters)                     GEOID03
 FP0454
 FP0454  HORZ ORDER  -  SECOND
 FP0454
 FP0454.The horizontal coordinates were established by classical geodetic methods
 FP0454.and adjusted by the National Geodetic Survey in December 1993..
 FP0454
 FP0454.The NAVD 88 height was computed by applying the VERTCON shift value to
 FP0454.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FP0454
 FP0454.The Laplace correction was computed from DEFLEC99 derived deflections.
 FP0454
 FP0454.The geoid height was determined by GEOID03.
 FP0454
 FP0454;                    North         East     Units Scale Factor Converg.
 FP0454;SPC NM W     -   481,956.207   813,847.872   MT  0.99991988   -0 06 10.1
 FP0454;SPC NM W     - 1,581,217.99  2,670,099.23   sFT  0.99991988   -0 06 10.1
 FP0454;UTM  12      - 3,915,492.111   771,636.744   MT  1.00050942   +1 43 48.7
 FP0454;UTM  13      - 3,915,552.937   226,357.034   MT  1.00052291   -1 44 34.8
 FP0454
 FP0454!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FP0454!SPC NM W     -   0.99967874  x   0.99991988  =   0.99959865
 FP0454!UTM  12      -   0.99967874  x   1.00050942  =   1.00018800
 FP0454!UTM  13      -   0.99967874  x   1.00052291  =   1.00020148
 FP0454
 FP0454:                Primary Azimuth Mark                     Grid Az
 FP0454:SPC NM W     -  I40 93                                   302 48 06.9
 FP0454:UTM  12      -  I40 93                                   300 58 08.1
 FP0454:UTM  13      -  I40 93                                   304 26 31.6
 FP0454
 FP0454|---------------------------------------------------------------------|
 FP0454| PID    Reference Object                     Distance      Geod. Az  |
 FP0454|                                                           dddmmss.s |
 FP0454| FP0456 I40 93                              APPROX. 1.1 KM 3024156.8 |
 FP0454|---------------------------------------------------------------------|
 FP0454
 FP0454                          SUPERSEDED SURVEY CONTROL
 FP0454
 FP0454  NAD 83(1986)-  35 20 44.84665(N)    108 00 39.72608(W) AD(       ) 2
 FP0454  NAD 27      -  35 20 44.73323(N)    108 00 37.50149(W) AD(       ) 2
 FP0454  NGVD 29 (07/19/86) 2066.6    (m)         6780.     (f) VERT ANG       
 FP0454
 FP0454.Superseded values are not recommended for survey control.
 FP0454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0454.See file dsdata.txt to determine how the superseded data were derived.
 FP0454
 FP0454_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYE7163715492(NAD 83)
 FP0454_MARKER: DD = SURVEY DISK
 FP0454_SETTING: 0 = UNSPECIFIED SETTING
 FP0454_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FP0454
 FP0454  HISTORY     - Date     Condition        Report By
 FP0454  HISTORY     - 1971     MONUMENTED       NMHD
 FP0454
 FP0454                          STATION DESCRIPTION
 FP0454
 FP0454'DESCRIBED BY NM HIGHWAY DEPT 1971 (RGL)
 FP0454'THE STATION IS LOCATED ABOUT 12 MILES WEST OF MILAN, NEW MEXICO,
 FP0454'ALONG INTERSTATE 40.
 FP0454'
 FP0454'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 40 AND
 FP0454'SR. 57 SOUTH (THE INTERCHANGE CALLED EXIT 72, WHICH GOES SOUTH TO
 FP0454'BLUEWATER VILLAGE), GO 6.5 MILES WEST ON I-40 TO THE STATION ON
 FP0454'THE LEFT.
 FP0454'
 FP0454'THE STATION IS LOCATED ON A SMALL HILL IN THE MEDIAN AND 3
 FP0454'FT. NORTH OF A WITNESS POST.
 FP0454'
 FP0454'THE MONUMENT IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 FP0454'BRASS DISK, STAMPED I-40-92 AND IS SET IN CONCRETE FLUSH WITH THE
 FP0454'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0456 ***********************************************************************
 FP0456  DESIGNATION -  I40 93
 FP0456  PID         -  FP0456
 FP0456  STATE/COUNTY-  NM/MCKINLEY
 FP0456  USGS QUAD   -  PREWITT (1995)
 FP0456
 FP0456                         *CURRENT SURVEY CONTROL
 FP0456  ___________________________________________________________________
 FP0456* NAD 83(1992)-  35 21 03.97400(N)    108 01 16.09496(W)     ADJUSTED  
 FP0456* NAVD 88     -      2096.7    (meters)    6879.     (feet)  VERTCON   
 FP0456  ___________________________________________________________________
 FP0456  LAPLACE CORR-          -1.58  (seconds)                    DEFLEC99
 FP0456  GEOID HEIGHT-         -20.25  (meters)                     GEOID03
 FP0456
 FP0456  HORZ ORDER  -  SECOND
 FP0456
 FP0456.The horizontal coordinates were established by classical geodetic methods
 FP0456.and adjusted by the National Geodetic Survey in December 1993..
 FP0456
 FP0456.The NAVD 88 height was computed by applying the VERTCON shift value to
 FP0456.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FP0456
 FP0456.The Laplace correction was computed from DEFLEC99 derived deflections.
 FP0456
 FP0456.The geoid height was determined by GEOID03.
 FP0456
 FP0456;                    North         East     Units Scale Factor Converg.
 FP0456;SPC NM W     -   482,547.347   812,930.669   MT  0.99992026   -0 06 31.2
 FP0456;SPC NM W     - 1,583,157.42  2,667,090.04   sFT  0.99992026   -0 06 31.2
 FP0456;UTM  12      - 3,916,053.938   770,700.552   MT  1.00050316   +1 43 28.5
 FP0456;UTM  13      - 3,916,170.464   225,456.583   MT  1.00052899   -1 44 56.7
 FP0456
 FP0456!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FP0456!SPC NM W     -   0.99967418  x   0.99992026  =   0.99959446
 FP0456!UTM  12      -   0.99967418  x   1.00050316  =   1.00017717
 FP0456!UTM  13      -   0.99967418  x   1.00052899  =   1.00020299
 FP0456
 FP0456:                Primary Azimuth Mark                     Grid Az
 FP0456:SPC NM W     -  I40 94                                   296 27 22.9
 FP0456:UTM  12      -  I40 94                                   294 37 23.2
 FP0456:UTM  13      -  I40 94                                   298 05 48.4
 FP0456
 FP0456|---------------------------------------------------------------------|
 FP0456| PID    Reference Object                     Distance      Geod. Az  |
 FP0456|                                                           dddmmss.s |
 FP0456| FP0455 I40 94                              APPROX. 3.1 KM 2962051.7 |
 FP0456|---------------------------------------------------------------------|
 FP0456
 FP0456                          SUPERSEDED SURVEY CONTROL
 FP0456
 FP0456  NAD 83(1986)-  35 21 03.97451(N)    108 01 16.09721(W) AD(       ) 2
 FP0456  NAD 27      -  35 21 03.86212(N)    108 01 13.87154(W) AD(       ) 2
 FP0456  NGVD 29 (07/19/86) 2095.7    (m)         6876.     (f) VERT ANG       
 FP0456
 FP0456.Superseded values are not recommended for survey control.
 FP0456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0456.See file dsdata.txt to determine how the superseded data were derived.
 FP0456
 FP0456_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYE7070116054(NAD 83)
 FP0456_MARKER: DD = SURVEY DISK
 FP0456_SETTING: 0 = UNSPECIFIED SETTING
 FP0456_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FP0456
 FP0456  HISTORY     - Date     Condition        Report By
 FP0456  HISTORY     - 1971     MONUMENTED       NMHD
 FP0456
 FP0456                          STATION DESCRIPTION
 FP0456
 FP0456'DESCRIBED BY NM HIGHWAY DEPT 1971 (RGL)
 FP0456'THE STATION IS LOCATED ABOUT 13 MILES WEST OF MILAN, NEW
 FP0456'MEXICO, ALONG INTERSTATE 40.
 FP0456'
 FP0456'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 40 AND
 FP0456'SR. 57 SOUTH (THIS IS THE INTERCHANGE CALLED EXIT 72, WHICH GOES
 FP0456'SOUTH TO BLUEWATER VILLAGE), GO 7.3 MILES WEST ON I-40 TO THE
 FP0456'STATION ON THE RIGHT.
 FP0456'
 FP0456'THE STATION IS LOCATED ON A HIGH ROCK CUT 11 FT. SOUTH OF THE
 FP0456'NORTH RIGHT OF WAY FENCE AND 3 FT. SOUTH OF A WITNESS POST.
 FP0456'
 FP0456'THE MONUMENT IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 FP0456'BRASS DISK, STAMPED I-40-93 AND IS SET IN CONCRETE FLUSH WITH THE
 FP0456'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0455 ***********************************************************************
 FP0455  DESIGNATION -  I40 94
 FP0455  PID         -  FP0455
 FP0455  STATE/COUNTY-  NM/MCKINLEY
 FP0455  USGS QUAD   -  PREWITT (1995)
 FP0455
 FP0455                         *CURRENT SURVEY CONTROL
 FP0455  ___________________________________________________________________
 FP0455* NAD 83(1992)-  35 21 49.31684(N)    108 03 07.89528(W)     ADJUSTED  
 FP0455* NAVD 88     -      2095.0    (meters)    6873.     (feet)  VERTCON   
 FP0455  ___________________________________________________________________
 FP0455  LAPLACE CORR-          -1.62  (seconds)                    DEFLEC99
 FP0455  GEOID HEIGHT-         -20.24  (meters)                     GEOID03
 FP0455
 FP0455  HORZ ORDER  -  SECOND
 FP0455
 FP0455.The horizontal coordinates were established by classical geodetic methods
 FP0455.and adjusted by the National Geodetic Survey in December 1993..
 FP0455
 FP0455.The NAVD 88 height was computed by applying the VERTCON shift value to
 FP0455.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FP0455
 FP0455.The Laplace correction was computed from DEFLEC99 derived deflections.
 FP0455
 FP0455.The geoid height was determined by GEOID03.
 FP0455
 FP0455;                    North         East     Units Scale Factor Converg.
 FP0455;SPC NM W     -   483,950.435   810,111.137   MT  0.99992154   -0 07 36.0
 FP0455;SPC NM W     - 1,587,760.72  2,657,839.62   sFT  0.99992154   -0 07 36.0
 FP0455;UTM  12      - 3,917,366.848   767,835.932   MT  1.00048414   +1 42 25.6
 FP0455;UTM  13      - 3,917,654.620   222,676.663   MT  1.00054790   -1 46 03.5
 FP0455
 FP0455!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FP0455!SPC NM W     -   0.99967446  x   0.99992154  =   0.99959602
 FP0455!UTM  12      -   0.99967446  x   1.00048414  =   1.00015844
 FP0455!UTM  13      -   0.99967446  x   1.00054790  =   1.00022218
 FP0455
 FP0455:                Primary Azimuth Mark                     Grid Az
 FP0455:SPC NM W     -  I40 95                                   293 34 25.0
 FP0455:UTM  12      -  I40 95                                   291 44 23.4
 FP0455:UTM  13      -  I40 95                                   295 12 52.5
 FP0455
 FP0455|---------------------------------------------------------------------|
 FP0455| PID    Reference Object                     Distance      Geod. Az  |
 FP0455|                                                           dddmmss.s |
 FP0455| FP0452 I40 95                              APPROX. 1.8 KM 2932649.0 |
 FP0455|---------------------------------------------------------------------|
 FP0455
 FP0455                          SUPERSEDED SURVEY CONTROL
 FP0455
 FP0455  NAD 83(1986)-  35 21 49.31733(N)    108 03 07.89752(W) AD(       ) 2
 FP0455  NAD 27      -  35 21 49.20769(N)    108 03 05.66820(W) AD(       ) 2
 FP0455  NGVD 29 (07/19/86) 2093.9    (m)         6870.     (f) VERT ANG       
 FP0455
 FP0455.Superseded values are not recommended for survey control.
 FP0455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0455.See file dsdata.txt to determine how the superseded data were derived.
 FP0455
 FP0455_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYE6783617367(NAD 83)
 FP0455_MARKER: DD = SURVEY DISK
 FP0455_SETTING: 0 = UNSPECIFIED SETTING
 FP0455_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FP0455
 FP0455  HISTORY     - Date     Condition        Report By
 FP0455  HISTORY     - 1971     MONUMENTED       NMHD
 FP0455
 FP0455                          STATION DESCRIPTION
 FP0455
 FP0455'DESCRIBED BY NM HIGHWAY DEPT 1971 (RGL)
 FP0455'THE STATION IS LOCATED ABOUT 15 MILES WEST OF MILAN, NEW MEXICO,
 FP0455'ALONG INTERSTATE 40.
 FP0455'
 FP0455'TO REACH THE STATION GO TO THE JUNCTION OF INTERSTATE 40 AND
 FP0455'SR. 412 TO BLUEWATER STATE PARK.
 FP0455'
 FP0455'THE STATION IS LOCATED 24 FT. NORTH OF THE NE WINGWALL OF THE
 FP0455'BRIDGE, 2 FT. BACK OF CURB, AND 3 FT. SOUTH OF A WITNESS POST.
 FP0455'
 FP0455'THE MONUMENT IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 FP0455'BRASS DISK, STAMPED I-40-94 AND IS SET IN CONCRETE FLUSH WITH THE
 FP0455'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0452 ***********************************************************************
 FP0452  DESIGNATION -  I40 95
 FP0452  PID         -  FP0452
 FP0452  STATE/COUNTY-  NM/MCKINLEY
 FP0452  USGS QUAD   -  PREWITT (1995)
 FP0452
 FP0452                         *CURRENT SURVEY CONTROL
 FP0452  ___________________________________________________________________
 FP0452* NAD 83(1992)-  35 22 13.19441(N)    108 04 15.12413(W)     ADJUSTED  
 FP0452* NAVD 88     -      2104.8    (meters)    6905.     (feet)  VERTCON   
 FP0452  ___________________________________________________________________
 FP0452  LAPLACE CORR-          -1.66  (seconds)                    DEFLEC99
 FP0452  GEOID HEIGHT-         -20.23  (meters)                     GEOID03
 FP0452
 FP0452  HORZ ORDER  -  SECOND
 FP0452
 FP0452.The horizontal coordinates were established by classical geodetic methods
 FP0452.and adjusted by the National Geodetic Survey in December 1993..
 FP0452
 FP0452.The NAVD 88 height was computed by applying the VERTCON shift value to
 FP0452.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FP0452
 FP0452.The Laplace correction was computed from DEFLEC99 derived deflections.
 FP0452
 FP0452.The geoid height was determined by GEOID03.
 FP0452
 FP0452;                    North         East     Units Scale Factor Converg.
 FP0452;SPC NM W     -   484,690.163   808,415.840   MT  0.99992241   -0 08 15.0
 FP0452;SPC NM W     - 1,590,187.64  2,652,277.64   sFT  0.99992241   -0 08 15.0
 FP0452;UTM  12      - 3,918,052.325   766,116.874   MT  1.00047283   +1 41 47.6
 FP0452;UTM  13      - 3,918,443.094   221,002.189   MT  1.00055938   -1 46 43.5
 FP0452
 FP0452!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FP0452!SPC NM W     -   0.99967292  x   0.99992241  =   0.99959535
 FP0452!UTM  12      -   0.99967292  x   1.00047283  =   1.00014559
 FP0452!UTM  13      -   0.99967292  x   1.00055938  =   1.00023212
 FP0452
 FP0452:                Primary Azimuth Mark                     Grid Az
 FP0452:SPC NM W     -  I40 94                                   113 34 25.1
 FP0452:UTM  12      -  I40 94                                   111 44 22.5
 FP0452:UTM  13      -  I40 94                                   115 12 53.6
 FP0452
 FP0452|---------------------------------------------------------------------|
 FP0452| PID    Reference Object                     Distance      Geod. Az  |
 FP0452|                                                           dddmmss.s |
 FP0452| FP0455 I40 94                              APPROX. 1.8 KM 1132610.1 |
 FP0452|---------------------------------------------------------------------|
 FP0452
 FP0452                          SUPERSEDED SURVEY CONTROL
 FP0452
 FP0452  NAD 83(1986)-  35 22 13.19492(N)    108 04 15.12636(W) AD(       ) 2
 FP0452  NAD 27      -  35 22 13.08679(N)    108 04 12.89492(W) AD(       ) 2
 FP0452  NGVD 29 (07/19/86) 2103.7    (m)         6902.     (f) VERT ANG       
 FP0452
 FP0452.Superseded values are not recommended for survey control.
 FP0452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0452.See file dsdata.txt to determine how the superseded data were derived.
 FP0452
 FP0452_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYE6611718052(NAD 83)
 FP0452_MARKER: DD = SURVEY DISK
 FP0452_SETTING: 0 = UNSPECIFIED SETTING
 FP0452_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FP0452
 FP0452  HISTORY     - Date     Condition        Report By
 FP0452  HISTORY     - 1971     MONUMENTED       NMHD
 FP0452
 FP0452                          STATION DESCRIPTION
 FP0452
 FP0452'DESCRIBED BY NM HIGHWAY DEPT 1971 (RGL)
 FP0452'THE STATION IS LOCATED ABOUT 16 MILES WEST OF MILAN, NEW MEXICO,
 FP0452'ALONG INTERSTATE 40.
 FP0452'
 FP0452'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 40 AND
 FP0452'SR. 412, GO 1.2 MILES WEST ON I-40 TO THE STATION ON THE RIGHT.
 FP0452'
 FP0452'THE STATION IS LOCATED ON A HIGH ROCK CUT, 3 FT. SOUTH OF THE
 FP0452'NORTH RIGHT OF WAY FENCE AND 2 FT. SOUTH OF A WITNESS POST.
 FP0452'
 FP0452'THE MONUMENT IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 FP0452'BRASS DISK, STAMPED I-40-95 AND IS SET IN CONCRETE FLUSH WITH THE
 FP0452'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0453 ***********************************************************************
 FP0453  DESIGNATION -  I40 95A
 FP0453  PID         -  FP0453
 FP0453  STATE/COUNTY-  NM/MCKINLEY
 FP0453  USGS QUAD   -  PREWITT (1995)
 FP0453
 FP0453                         *CURRENT SURVEY CONTROL
 FP0453  ___________________________________________________________________
 FP0453* NAD 83(1992)-  35 20 46.32994(N)    108 03 32.82131(W)     ADJUSTED  
 FP0453* NAVD 88     -      2169.0    (meters)    7116.     (feet)  VERTCON   
 FP0453  ___________________________________________________________________
 FP0453  LAPLACE CORR-          -2.15  (seconds)                    DEFLEC99
 FP0453  GEOID HEIGHT-         -20.21  (meters)                     GEOID03
 FP0453
 FP0453  HORZ ORDER  -  SECOND
 FP0453
 FP0453.The horizontal coordinates were established by classical geodetic methods
 FP0453.and adjusted by the National Geodetic Survey in December 1993..
 FP0453
 FP0453.The NAVD 88 height was computed by applying the VERTCON shift value to
 FP0453.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FP0453
 FP0453.The Laplace correction was computed from DEFLEC99 derived deflections.
 FP0453
 FP0453.The geoid height was determined by GEOID03.
 FP0453
 FP0453;                    North         East     Units Scale Factor Converg.
 FP0453;SPC NM W     -   482,010.834   809,477.501   MT  0.99992186   -0 07 50.2
 FP0453;SPC NM W     - 1,581,397.21  2,655,760.77   sFT  0.99992186   -0 07 50.2
 FP0453;UTM  12      - 3,915,406.870   767,264.354   MT  1.00048038   +1 42 08.5
 FP0453;UTM  13      - 3,915,732.748   221,987.323   MT  1.00055262   -1 46 15.2
 FP0453
 FP0453!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FP0453!SPC NM W     -   0.99966284  x   0.99992186  =   0.99958473
 FP0453!UTM  12      -   0.99966284  x   1.00048038  =   1.00014306
 FP0453!UTM  13      -   0.99966284  x   1.00055262  =   1.00021528
 FP0453
 FP0453:                Primary Azimuth Mark                     Grid Az
 FP0453:SPC NM W     -  I40 95                                   338 23 03.9
 FP0453:UTM  12      -  I40 95                                   336 33 05.2
 FP0453:UTM  13      -  I40 95                                   340 01 28.9
 FP0453
 FP0453|---------------------------------------------------------------------|
 FP0453| PID    Reference Object                     Distance      Geod. Az  |
 FP0453|                                                           dddmmss.s |
 FP0453| FP0452 I40 95                              APPROX. 2.9 KM 3381513.7 |
 FP0453|---------------------------------------------------------------------|
 FP0453
 FP0453                          SUPERSEDED SURVEY CONTROL
 FP0453
 FP0453  NAD 83(1986)-  35 20 46.33044(N)    108 03 32.82355(W) AD(       ) 2
 FP0453  NAD 27      -  35 20 46.21950(N)    108 03 30.59483(W) AD(       ) 2
 FP0453  NGVD 29 (07/19/86) 2167.9    (m)         7113.     (f) VERT ANG       
 FP0453
 FP0453.Superseded values are not recommended for survey control.
 FP0453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0453.See file dsdata.txt to determine how the superseded data were derived.
 FP0453
 FP0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYE6726415407(NAD 83)
 FP0453_MARKER: DD = SURVEY DISK
 FP0453_SETTING: 0 = UNSPECIFIED SETTING
 FP0453_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FP0453
 FP0453  HISTORY     - Date     Condition        Report By
 FP0453  HISTORY     - 1972     MONUMENTED       NMHD
 FP0453
 FP0453                          STATION DESCRIPTION
 FP0453
 FP0453'DESCRIBED BY NM HIGHWAY DEPT 1972 (RGL)
 FP0453'THE STATION IS LOCATED ABOUT 16 MILES WEST OF MILAN, NEW MEXICO.
 FP0453'
 FP0453'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 40 AND
 FP0453'SR. 412, GO SOUTH ON SR. 412 FOR 1.4 MILES TO TOP OF A RISE IN THE
 FP0453'ROAD AND THE STATION ON THE RIGHT.
 FP0453'
 FP0453'THE STATION IS LOCATED APPROXIMATELY 55 FT. RIGHT OF CENTERLINE OF
 FP0453'THE HIGHWAY, 3 FT. NORTHEAST OF A WITNESS POST.
 FP0453'
 FP0453'THE MONUMENT IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 FP0453'BRASS DISK, STAMPED I-40-95A AND IS SET IN CONCRETE FLUSH WITH THE
 FP0453'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0451 ***********************************************************************
 FP0451  DESIGNATION -  I40 96
 FP0451  PID         -  FP0451
 FP0451  STATE/COUNTY-  NM/MCKINLEY
 FP0451  USGS QUAD   -  THOREAU NE (1980)
 FP0451
 FP0451                         *CURRENT SURVEY CONTROL
 FP0451  ___________________________________________________________________
 FP0451* NAD 83(1992)-  35 22 35.50473(N)    108 06 15.14368(W)     ADJUSTED  
 FP0451* NAVD 88     -      2122.2    (meters)    6963.     (feet)  VERTCON   
 FP0451  ___________________________________________________________________
 FP0451  LAPLACE CORR-          -1.65  (seconds)                    DEFLEC99
 FP0451  GEOID HEIGHT-         -20.22  (meters)                     GEOID03
 FP0451
 FP0451  HORZ ORDER  -  SECOND
 FP0451
 FP0451.The horizontal coordinates were established by classical geodetic methods
 FP0451.and adjusted by the National Geodetic Survey in December 1993..
 FP0451
 FP0451.The NAVD 88 height was computed by applying the VERTCON shift value to
 FP0451.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FP0451
 FP0451.The Laplace correction was computed from DEFLEC99 derived deflections.
 FP0451
 FP0451.The geoid height was determined by GEOID03.
 FP0451
 FP0451;                    North         East     Units Scale Factor Converg.
 FP0451;SPC NM W     -   485,385.465   805,388.305   MT  0.99992413   -0 09 24.6
 FP0451;SPC NM W     - 1,592,468.81  2,642,344.80   sFT  0.99992413   -0 09 24.6
 FP0451;UTM  12      - 3,918,650.691   763,066.991   MT  1.00045293   +1 40 38.9
 FP0451
 FP0451!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FP0451!SPC NM W     -   0.99967019  x   0.99992413  =   0.99959434
 FP0451!UTM  12      -   0.99967019  x   1.00045293  =   1.00012297
 FP0451
 FP0451:                Primary Azimuth Mark                     Grid Az
 FP0451:SPC NM W     -  I40 97                                   288 03 16.5
 FP0451:UTM  12      -  I40 97                                   286 13 13.0
 FP0451
 FP0451|---------------------------------------------------------------------|
 FP0451| PID    Reference Object                     Distance      Geod. Az  |
 FP0451|                                                           dddmmss.s |
 FP0451| FP0450 I40 97                              APPROX. 1.7 KM 2875351.9 |
 FP0451|---------------------------------------------------------------------|
 FP0451
 FP0451                          SUPERSEDED SURVEY CONTROL
 FP0451
 FP0451  NAD 83(1986)-  35 22 35.50526(N)    108 06 15.14592(W) AD(       ) 2
 FP0451  NAD 27      -  35 22 35.39942(N)    108 06 12.91104(W) AD(       ) 2
 FP0451  NGVD 29 (07/19/86) 2121.1    (m)         6959.     (f) VERT ANG       
 FP0451
 FP0451.Superseded values are not recommended for survey control.
 FP0451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0451.See file dsdata.txt to determine how the superseded data were derived.
 FP0451
 FP0451_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYE6306718651(NAD 83)
 FP0451_MARKER: DD = SURVEY DISK
 FP0451_SETTING: 0 = UNSPECIFIED SETTING
 FP0451_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FP0451
 FP0451  HISTORY     - Date     Condition        Report By
 FP0451  HISTORY     - 1971     MONUMENTED       NMHD
 FP0451
 FP0451                          STATION DESCRIPTION
 FP0451
 FP0451'DESCRIBED BY NM HIGHWAY DEPT 1971 (RGL)
 FP0451'THE STATION IS LOCATED ABOUT 19 MILES WEST OF MILAN, NEW MEXICO,
 FP0451'ALONG INTERSTATE 40.
 FP0451'
 FP0451'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 40 AND
 FP0451'SR. 412, GO 3.2 MILES WEST ON I-40 TO THE STATION ON THE RIGHT.
 FP0451'
 FP0451'THE STATION IS LOCATED ON A ROCK CUT ABOUT 4 FT. HIGHER THAN THE
 FP0451'PAVEMENT, 33.5 FT. SOUTH OF THE NORTH RIGHT OF WAY FENCE, AND 3.5
 FP0451'FT. NORTH OF A WITNESS POST.
 FP0451'
 FP0451'THE MONUMENT IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 FP0451'BRASS DISK, STAMPED I-40-96 AND IS SET IN CONCRETE FLUSH WITH THE
 FP0451'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0450 ***********************************************************************
 FP0450  DESIGNATION -  I40 97
 FP0450  PID         -  FP0450
 FP0450  STATE/COUNTY-  NM/MCKINLEY
 FP0450  USGS QUAD   -  THOREAU NE (1980)
 FP0450
 FP0450                         *CURRENT SURVEY CONTROL
 FP0450  ___________________________________________________________________
 FP0450* NAD 83(1992)-  35 22 52.42972(N)    108 07 19.15375(W)     ADJUSTED  
 FP0450* NAVD 88     -      2132.4    (meters)    6996.     (feet)  VERTCON   
 FP0450  ___________________________________________________________________
 FP0450  LAPLACE CORR-          -1.59  (seconds)                    DEFLEC99
 FP0450  GEOID HEIGHT-         -20.21  (meters)                     GEOID03
 FP0450
 FP0450  HORZ ORDER  -  SECOND
 FP0450
 FP0450.The horizontal coordinates were established by classical geodetic methods
 FP0450.and adjusted by the National Geodetic Survey in December 1993..
 FP0450
 FP0450.The NAVD 88 height was computed by applying the VERTCON shift value to
 FP0450.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FP0450
 FP0450.The Laplace correction was computed from DEFLEC99 derived deflections.
 FP0450
 FP0450.The geoid height was determined by GEOID03.
 FP0450
 FP0450;                    North         East     Units Scale Factor Converg.
 FP0450;SPC NM W     -   485,911.597   803,774.268   MT  0.99992514   -0 10 01.7
 FP0450;SPC NM W     - 1,594,194.96  2,637,049.41   sFT  0.99992514   -0 10 01.7
 FP0450;UTM  12      - 3,919,125.136   761,436.087   MT  1.00044239   +1 40 02.5
 FP0450
 FP0450!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FP0450!SPC NM W     -   0.99966858  x   0.99992514  =   0.99959375
 FP0450!UTM  12      -   0.99966858  x   1.00044239  =   1.00011083
 FP0450
 FP0450:                Primary Azimuth Mark                     Grid Az
 FP0450:SPC NM W     -  I40 98                                   282 36 19.5
 FP0450:UTM  12      -  I40 98                                   280 46 15.3
 FP0450
 FP0450|---------------------------------------------------------------------|
 FP0450| PID    Reference Object                     Distance      Geod. Az  |
 FP0450|                                                           dddmmss.s |
 FP0450| FP0462 I40 98                              APPROX. 3.8 KM 2822617.8 |
 FP0450|---------------------------------------------------------------------|
 FP0450
 FP0450                          SUPERSEDED SURVEY CONTROL
 FP0450
 FP0450  NAD 83(1986)-  35 22 52.43027(N)    108 07 19.15598(W) AD(       ) 2
 FP0450  NAD 27      -  35 22 52.32584(N)    108 07 16.91926(W) AD(       ) 2
 FP0450  NGVD 29 (07/19/86) 2131.3    (m)         6992.     (f) VERT ANG       
 FP0450
 FP0450.Superseded values are not recommended for survey control.
 FP0450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0450.See file dsdata.txt to determine how the superseded data were derived.
 FP0450
 FP0450_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYE6143619125(NAD 83)
 FP0450_MARKER: DD = SURVEY DISK
 FP0450_SETTING: 0 = UNSPECIFIED SETTING
 FP0450_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FP0450
 FP0450  HISTORY     - Date     Condition        Report By
 FP0450  HISTORY     - 1971     MONUMENTED       NMHD
 FP0450
 FP0450                          STATION DESCRIPTION
 FP0450
 FP0450'DESCRIBED BY NM HIGHWAY DEPT 1971 (RGL)
 FP0450'THE STATION IS LOCATED ABOUT 20 MILES WEST OF MILAN, NEW MEXICO,
 FP0450'ALONG INTERSTATE 40.
 FP0450'
 FP0450'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 40 AND
 FP0450'SR. 412, GO 4.7 MILES WEST ON I-40 TO THE STATION ON THE RIGHT.
 FP0450'
 FP0450'THE STATION IS LOCATED ON A 15 FT. HIGH ROCK CUT 10 FT. NORTH
 FP0450'OF CUT, 45 FT. SOUTH OF THE NORTH RIGHT OF WAY FENCE AND 4 FT. SOUTH
 FP0450'OF A WITNESS POST.
 FP0450'
 FP0450'THE MONUMENT IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 FP0450'BRASS DISK, STAMPED I-40-97 AND IS SET IN CONCRETE FLUSH WITH THE
 FP0450'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0462 ***********************************************************************
 FP0462  DESIGNATION -  I40 98
 FP0462  PID         -  FP0462
 FP0462  STATE/COUNTY-  NM/MCKINLEY
 FP0462  USGS QUAD   -  THOREAU (1980)
 FP0462
 FP0462                         *CURRENT SURVEY CONTROL
 FP0462  ___________________________________________________________________
 FP0462* NAD 83(1992)-  35 23 19.06552(N)    108 09 46.76183(W)     ADJUSTED  
 FP0462* NAVD 88     -      2147.6    (meters)    7046.     (feet)  VERTCON   
 FP0462  ___________________________________________________________________
 FP0462  LAPLACE CORR-          -1.16  (seconds)                    DEFLEC99
 FP0462  GEOID HEIGHT-         -20.19  (meters)                     GEOID03
 FP0462
 FP0462  HORZ ORDER  -  SECOND
 FP0462
 FP0462.The horizontal coordinates were established by classical geodetic methods
 FP0462.and adjusted by the National Geodetic Survey in December 1993..
 FP0462
 FP0462.The NAVD 88 height was computed by applying the VERTCON shift value to
 FP0462.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FP0462
 FP0462.The Laplace correction was computed from DEFLEC99 derived deflections.
 FP0462
 FP0462.The geoid height was determined by GEOID03.
 FP0462
 FP0462;                    North         East     Units Scale Factor Converg.
 FP0462;SPC NM W     -   486,744.055   800,051.719   MT  0.99992772   -0 11 27.3
 FP0462;SPC NM W     - 1,596,926.12  2,624,836.35   sFT  0.99992772   -0 11 27.3
 FP0462;UTM  12      - 3,919,838.349   757,686.906   MT  1.00041839   +1 38 37.9
 FP0462
 FP0462!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FP0462!SPC NM W     -   0.99966620  x   0.99992772  =   0.99959394
 FP0462!UTM  12      -   0.99966620  x   1.00041839  =   1.00008445
 FP0462
 FP0462:                Primary Azimuth Mark                     Grid Az
 FP0462:SPC NM W     -  I40 99                                   272 49 17.9
 FP0462:UTM  12      -  I40 99                                   270 59 12.7
 FP0462
 FP0462|---------------------------------------------------------------------|
 FP0462| PID    Reference Object                     Distance      Geod. Az  |
 FP0462|                                                           dddmmss.s |
 FP0462| FP0461 I40 99                              APPROX. 2.6 KM 2723750.6 |
 FP0462|---------------------------------------------------------------------|
 FP0462
 FP0462                          SUPERSEDED SURVEY CONTROL
 FP0462
 FP0462  NAD 83(1986)-  35 23 19.06611(N)    108 09 46.76406(W) AD(       ) 2
 FP0462  NAD 27      -  35 23 18.96456(N)    108 09 44.52308(W) AD(       ) 2
 FP0462  NGVD 29 (07/19/86) 2146.5    (m)         7042.     (f) VERT ANG       
 FP0462
 FP0462.Superseded values are not recommended for survey control.
 FP0462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0462.See file dsdata.txt to determine how the superseded data were derived.
 FP0462
 FP0462_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYE5768719838(NAD 83)
 FP0462_MARKER: DD = SURVEY DISK
 FP0462_SETTING: 0 = UNSPECIFIED SETTING
 FP0462_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FP0462
 FP0462  HISTORY     - Date     Condition        Report By
 FP0462  HISTORY     - 1971     MONUMENTED       NMHD
 FP0462
 FP0462                          STATION DESCRIPTION
 FP0462
 FP0462'DESCRIBED BY NM HIGHWAY DEPT 1971 (RGL)
 FP0462'THE STATION IS LOCATED ABOUT 22 MILES WEST OF MILAN, NEW MEXICO,
 FP0462'ALONG INTERSTATE 40.
 FP0462'
 FP0462'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 40 AND
 FP0462'SR. 412, GO 7.1 MILES WEST ON I-40 TO THE STATION ON THE RIGHT.
 FP0462'
 FP0462'THE STATION IS LOCATED ON A HIGH CUT, 1.5 FT. SOUTH OF THE NORTH
 FP0462'RIGHT OF WAY FENCE AND WITNESS POST.
 FP0462'
 FP0462'THE MONUMENT IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 FP0462'BRASS DISK, STAMPED I-40-98 AND IS SET IN CONCRETE FLUSH WITH THE
 FP0462'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0461 ***********************************************************************
 FP0461  DESIGNATION -  I40 99
 FP0461  PID         -  FP0461
 FP0461  STATE/COUNTY-  NM/MCKINLEY
 FP0461  USGS QUAD   -  THOREAU (1980)
 FP0461
 FP0461                         *CURRENT SURVEY CONTROL
 FP0461  ___________________________________________________________________
 FP0461* NAD 83(1992)-  35 23 22.91986(N)    108 11 29.52449(W)     ADJUSTED  
 FP0461* NAVD 88     -      2158.5    (meters)    7082.     (feet)  VERTCON   
 FP0461  ___________________________________________________________________
 FP0461  LAPLACE CORR-          -0.93  (seconds)                    DEFLEC99
 FP0461  GEOID HEIGHT-         -20.18  (meters)                     GEOID03
 FP0461
 FP0461  HORZ ORDER  -  SECOND
 FP0461
 FP0461.The horizontal coordinates were established by classical geodetic methods
 FP0461.and adjusted by the National Geodetic Survey in December 1993..
 FP0461
 FP0461.The NAVD 88 height was computed by applying the VERTCON shift value to
 FP0461.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FP0461
 FP0461.The Laplace correction was computed from DEFLEC99 derived deflections.
 FP0461
 FP0461.The geoid height was determined by GEOID03.
 FP0461
 FP0461;                    North         East     Units Scale Factor Converg.
 FP0461;SPC NM W     -   486,871.847   797,458.892   MT  0.99992971   -0 12 26.8
 FP0461;SPC NM W     - 1,597,345.38  2,616,329.71   sFT  0.99992971   -0 12 26.8
 FP0461;UTM  12      - 3,919,883.080   755,090.067   MT  1.00040198   +1 37 38.5
 FP0461
 FP0461!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FP0461!SPC NM W     -   0.99966448  x   0.99992971  =   0.99959422
 FP0461!UTM  12      -   0.99966448  x   1.00040198  =   1.00006633
 FP0461
 FP0461:                Primary Azimuth Mark                     Grid Az
 FP0461:SPC NM W     -  I40 100                                  284 48 28.6
 FP0461:UTM  12      -  I40 100                                  282 58 23.3
 FP0461
 FP0461|---------------------------------------------------------------------|
 FP0461| PID    Reference Object                     Distance      Geod. Az  |
 FP0461|                                                           dddmmss.s |
 FP0461| FP0463 I40 100                             APPROX. 3.1 KM 2843601.8 |
 FP0461|---------------------------------------------------------------------|
 FP0461
 FP0461                          SUPERSEDED SURVEY CONTROL
 FP0461
 FP0461  NAD 83(1986)-  35 23 22.92048(N)    108 11 29.52671(W) AD(       ) 2
 FP0461  NAD 27      -  35 23 22.82044(N)    108 11 27.28319(W) AD(       ) 2
 FP0461  NGVD 29 (07/19/86) 2157.4    (m)         7078.     (f) VERT ANG       
 FP0461
 FP0461.Superseded values are not recommended for survey control.
 FP0461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0461.See file dsdata.txt to determine how the superseded data were derived.
 FP0461
 FP0461_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYE5509019883(NAD 83)
 FP0461_MARKER: DD = SURVEY DISK
 FP0461_SETTING: 0 = UNSPECIFIED SETTING
 FP0461_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FP0461
 FP0461  HISTORY     - Date     Condition        Report By
 FP0461  HISTORY     - 1971     MONUMENTED       NMHD
 FP0461
 FP0461                          STATION DESCRIPTION
 FP0461
 FP0461'DESCRIBED BY NM HIGHWAY DEPT 1971 (RGL)
 FP0461'THE STATION IS LOCATED ABOUT 24 MILES WEST OF MILAN, NEW MEXICO,
 FP0461'ALONG INTERSTATE 40.
 FP0461'
 FP0461'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 40 AND
 FP0461'SR. 412, GO 9.4 MILES WEST ON I-40 TO THE STATION ON THE LEFT.
 FP0461'
 FP0461'THE STATION IS LOCATED 3 FT. NORTH OF A WITNESS POST, 6 FT. NE
 FP0461'OF A SMALL 6 INCH DIAMETER CEDAR TREE, IN THE MEDIAN.
 FP0461'
 FP0461'THE MONUMENT IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 FP0461'BRASS DISK, STAMPED I-40-99 AND IS SET IN CONCRETE FLUSH WITH THE
 FP0461'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1410 ***********************************************************************
 FO1410  DESIGNATION -  I40 BB
 FO1410  PID         -  FO1410
 FO1410  STATE/COUNTY-  NM/BERNALILLO
 FO1410  USGS QUAD   -  LA MESITA NEGRA SE (1990)
 FO1410
 FO1410                         *CURRENT SURVEY CONTROL
 FO1410  ___________________________________________________________________
 FO1410* NAD 83(1992)-  35 03 01.75706(N)    106 51 59.85631(W)     ADJUSTED  
 FO1410* NAVD 88     -      1800.2    (meters)    5906.     (feet)  VERTCON   
 FO1410  ___________________________________________________________________
 FO1410  LAPLACE CORR-          -0.09  (seconds)                    DEFLEC99
 FO1410  GEOID HEIGHT-         -21.47  (meters)                     GEOID03
 FO1410
 FO1410  HORZ ORDER  -  SECOND
 FO1410
 FO1410.The horizontal coordinates were established by classical geodetic methods
 FO1410.and adjusted by the National Geodetic Survey in December 1993..
 FO1410
 FO1410.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1410.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1410
 FO1410.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1410
 FO1410.The geoid height was determined by GEOID03.
 FO1410
 FO1410;                    North         East     Units Scale Factor Converg.
 FO1410;SPC NM C     -   449,348.694   443,749.123   MT  0.99993898   -0 21 14.9
 FO1410;SPC NM C     - 1,474,238.17  1,455,866.91   sFT  0.99993898   -0 21 14.9
 FO1410;UTM  13      - 3,880,234.930   329,761.573   MT  0.99995719   -1 04 20.1
 FO1410
 FO1410!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1410!SPC NM C     -   0.99972087  x   0.99993898  =   0.99965987
 FO1410!UTM  13      -   0.99972087  x   0.99995719  =   0.99967807
 FO1410
 FO1410:                Primary Azimuth Mark                     Grid Az
 FO1410:SPC NM C     -  RADAR 2                                  353 51 48.0
 FO1410:UTM  13      -  RADAR 2                                  354 34 53.2
 FO1410
 FO1410|---------------------------------------------------------------------|
 FO1410| PID    Reference Object                     Distance      Geod. Az  |
 FO1410|                                                           dddmmss.s |
 FO1410| FO1413 RADAR 2                             APPROX. 2.7 KM 3533033.1 |
 FO1410|---------------------------------------------------------------------|
 FO1410
 FO1410                          SUPERSEDED SURVEY CONTROL
 FO1410
 FO1410  NAD 83(1986)-  35 03 01.76178(N)    106 51 59.85761(W) AD(       ) 2
 FO1410  NAD 27      -  35 03 01.59765(N)    106 51 57.74664(W) AD(       ) 2
 FO1410  NGVD 29 (07/19/86) 1799.4    (m)         5904.     (f) VERT ANG       
 FO1410
 FO1410.Superseded values are not recommended for survey control.
 FO1410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1410.See file dsdata.txt to determine how the superseded data were derived.
 FO1410
 FO1410_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU2976280235(NAD 83)
 FO1410_MARKER: DD = SURVEY DISK
 FO1410_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FO1410_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FO1410_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO1410+STABILITY: SURFACE MOTION
 FO1410_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FO1410+SATELLITE: SATELLITE OBSERVATIONS - November 05, 2005
 FO1410
 FO1410  HISTORY     - Date     Condition        Report By
 FO1410  HISTORY     - 1969     MONUMENTED       NMHD
 FO1410  HISTORY     - 20051105 GOOD             GEOCAC
 FO1410
 FO1410                          STATION DESCRIPTION
 FO1410
 FO1410'DESCRIBED BY NM HIGHWAY DEPT 1969 (SRC)
 FO1410'THE STATION IS LOCATED APPROXIMATELY 9.0 MILES WEST OF THE
 FO1410'INTERSECTION OF WEST CENTRAL (U.S.-66) AND SOUTH COORS (NM-448)
 FO1410'AND IS ON THE NORTH FRONTAGE ROAD OF I-40 WEST OF ALBUQUERQUE
 FO1410'AND APPROXIMATELY 65 FT WEST OF THE ENTRANCE TO THE NAVAJO
 FO1410'TRADING POST.
 FO1410'
 FO1410'TO REACH THE STATION FROM THE INTERSECTION OF CENTRAL AND
 FO1410'THE RAILROAD TRACKS (DOWNTOWN ALBUQUERQUE), GO EAST ON CENTRAL
 FO1410'(U.S.-66) FOR 0.6 MILE AND TURN NORTH ON I-25 NORTH-BOUND.
 FO1410'CONTINUE NORTH ON I-25 FOR APPROXIMATELY 1.30 MILE AND TAKE THE
 FO1410'I-40 WEST-BOUND RAMP.  AFTER ENTERING I-40 GO WEST FOR
 FO1410'APPROXIMATELY 13.85 MILES.  THE STATION IS AT THE TOP OF THIS HILL.
 FO1410'THE POINT IS APPROXIMATELY 25 FT SOUTH OF THE CENTERLINE
 FO1410'OF THE NORTH FRONTAGE ROAD PAVEMENT AND APPROXIMATELY 65
 FO1410'FT WEST OF THE CENTERLINE OF THE EXIT ROAD FROM THE
 FO1410'NAVAJO TRADING POST.
 FO1410'
 FO1410'THE MONUMENT IS A STANDARD STATE HIGHWAY COMMISSION DISK
 FO1410'STAMPED STA I-40-BB, AND IS FLUSH WITH THE GROUND.
 FO1410'
 FO1410'FOR THE INFORMATION TO THE STATIONS PAST AND RADAR, SEE THE
 FO1410'TRIANGULATION DESCRIPTION SHEETS FOR PAST AND RADAR AND
 FO1410'FOR I-40-EE, SEE THE TRAVERSE DESCRIPTION SHEETS FOR I-40-EE.
 FO1410
 FO1410                          STATION RECOVERY (2005)
 FO1410
 FO1410'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 FO1410'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1426 ***********************************************************************
 FO1426  DESIGNATION -  I40 EE
 FO1426  PID         -  FO1426
 FO1426  STATE/COUNTY-  NM/BERNALILLO
 FO1426  USGS QUAD   -  LA MESITA NEGRA SE (1990)
 FO1426
 FO1426                         *CURRENT SURVEY CONTROL
 FO1426  ___________________________________________________________________
 FO1426* NAD 83(1992)-  35 03 33.88894(N)    106 48 37.26522(W)     ADJUSTED  
 FO1426* NAVD 88     -      1758.53   (+/-2cm)    5769.4    (feet)  VERTCON   
 FO1426  ___________________________________________________________________
 FO1426  LAPLACE CORR-          -1.14  (seconds)                    DEFLEC99
 FO1426  GEOID HEIGHT-         -21.49  (meters)                     GEOID03
 FO1426
 FO1426  HORZ ORDER  -  SECOND
 FO1426  VERT ORDER  -  THIRD ? (See Below)
 FO1426
 FO1426.The horizontal coordinates were established by classical geodetic methods
 FO1426.and adjusted by the National Geodetic Survey in December 1993..
 FO1426
 FO1426.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1426.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1426.The vertical order pertains to the NGVD 29 superseded value.
 FO1426
 FO1426.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1426
 FO1426.The geoid height was determined by GEOID03.
 FO1426
 FO1426;                    North         East     Units Scale Factor Converg.
 FO1426;SPC NM C     -   450,308.540   448,888.376   MT  0.99993219   -0 19 18.8
 FO1426;SPC NM C     - 1,477,387.27  1,472,727.95   sFT  0.99993219   -0 19 18.8
 FO1426;UTM  13      - 3,881,130.293   334,912.511   MT  0.99993590   -1 02 24.5
 FO1426
 FO1426!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1426!SPC NM C     -   0.99972742  x   0.99993219  =   0.99965963
 FO1426!UTM  13      -   0.99972742  x   0.99993590  =   0.99966334
 FO1426
 FO1426:                Primary Azimuth Mark                     Grid Az
 FO1426:SPC NM C     -  PAST                                     197 43 07.5
 FO1426:UTM  13      -  PAST                                     198 26 13.2
 FO1426
 FO1426|---------------------------------------------------------------------|
 FO1426| PID    Reference Object                     Distance      Geod. Az  |
 FO1426|                                                           dddmmss.s |
 FO1426| FO1425 PAST                                APPROX. 1.8 KM 1972348.7 |
 FO1426|---------------------------------------------------------------------|
 FO1426
 FO1426                          SUPERSEDED SURVEY CONTROL
 FO1426
 FO1426  NAD 83(1986)-  35 03 33.89390(N)    106 48 37.26656(W) AD(       ) 2
 FO1426  NAD 27      -  35 03 33.72709(N)    106 48 35.16342(W) AD(       ) 2
 FO1426  NGVD 29 (07/19/86) 1757.67   (m)         5766.6    (f) LEVELING    3  
 FO1426
 FO1426.Superseded values are not recommended for survey control.
 FO1426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1426.See file dsdata.txt to determine how the superseded data were derived.
 FO1426
 FO1426_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU3491381130(NAD 83)
 FO1426_MARKER: DD = SURVEY DISK
 FO1426_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FO1426_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FO1426_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO1426+STABILITY: SURFACE MOTION
 FO1426_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FO1426+SATELLITE: SATELLITE OBSERVATIONS - November 05, 2005
 FO1426
 FO1426  HISTORY     - Date     Condition        Report By
 FO1426  HISTORY     - 1969     MONUMENTED       NMHD
 FO1426  HISTORY     - 20051105 GOOD             GEOCAC
 FO1426
 FO1426                          STATION DESCRIPTION
 FO1426
 FO1426'DESCRIBED BY NM HIGHWAY DEPT 1969 (SRC)
 FO1426'THE STATION IS LOCATED WEST OF ALBUQUERQUE APPROXIMATELY 5.8
 FO1426'MILES WEST OF THE INTERSECTION OF CENTRAL (U.S.-66) AND SOUTH
 FO1426'COORS BLVD. (NM-448) AND IS LOCATED ON THE SOUTH SIDE OF
 FO1426'THE I-40 FRONTAGE ROAD FOR I-40 IN FRONT OF THE PRESENT HILL
 FO1426'TOP TRADING POST.
 FO1426'
 FO1426'TO REACH THE STATION FROM THE INTERSECTION OF CENTRAL AND
 FO1426'THE RAILROAD TRACKS (DOWNTOWN ALBUQUERQUE) GO EAST ON CENTRAL
 FO1426'(U.S.-66) FOR 0.60 MILE AND TURN NORTH ON I-25.  TRAVEL NORTH
 FO1426'ON I-25 FOR 1.30 MILE AND TAKE THE I-40 WEST-BOUND RAMP.
 FO1426'AFTER ENTERING I-40, TRAVEL WEST FOR APPROXIMATELY 10.6 FT.
 FO1426'THE STATION IS LOCATED TO THE (RIGHT) NORTH OF THIS POINT.
 FO1426'THE MONUMENT IS APPROXIMATELY 25 FT SOUTH OF THE CE CENTERLINE
 FO1426'OF THE EXISTING NORTH FRONTAGE ROAD TO I-40.  IT IS ALSO
 FO1426'1.5 FT SOUTH OF THE CENTER OF THE TWO EXISTING GUARD POLES
 FO1426'AND 2 FT NORTH OF THE BARRIER FENCE.
 FO1426'
 FO1426'THE MONUMENT IS A STANDARD STATE HIGHWAY COMMISSION DISK
 FO1426'STAMPED STA I-40-EE, AND IS FLUSH WITH THE GROUND.
 FO1426'
 FO1426'FOR THE INFORMATION TO THE STATIONS RADAR AND RADIO, SEE
 FO1426'THE TRIANGULATION DESCRIPTION SHEETS FOR RADAR AND RADIO AND
 FO1426'FOR I-40-BB, SEE THE TRAVERSE DESCRIPTION SHEET I-40-BB.
 FO1426
 FO1426                          STATION RECOVERY (2005)
 FO1426
 FO1426'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 FO1426'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0570 ***********************************************************************
 EP0570  DESIGNATION -  I40 R 24 1 14
 EP0570  PID         -  EP0570
 EP0570  STATE/COUNTY-  NM/GUADALUPE
 EP0570  USGS QUAD   -  SANTA ROSA (1963)
 EP0570
 EP0570                         *CURRENT SURVEY CONTROL
 EP0570  ___________________________________________________________________
 EP0570* NAD 83(1992)-  34 56 55.85273(N)    104 42 52.94055(W)     ADJUSTED  
 EP0570* NAVD 88     -      1441.4    (meters)    4729.     (feet)  VERTCON   
 EP0570  ___________________________________________________________________
 EP0570  LAPLACE CORR-          -4.78  (seconds)                    DEFLEC99
 EP0570  GEOID HEIGHT-         -22.16  (meters)                     GEOID03
 EP0570
 EP0570  HORZ ORDER  -  SECOND
 EP0570
 EP0570.The horizontal coordinates were established by classical geodetic methods
 EP0570.and adjusted by the National Geodetic Survey in December 1993..
 EP0570
 EP0570.The NAVD 88 height was computed by applying the VERTCON shift value to
 EP0570.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EP0570
 EP0570.The Laplace correction was computed from DEFLEC99 derived deflections.
 EP0570
 EP0570.The geoid height was determined by GEOID03.
 EP0570
 EP0570;                    North         East     Units Scale Factor Converg.
 EP0570;SPC NM E     -   437,970.365   130,166.640   MT  0.99992404   -0 13 06.5
 EP0570;SPC NM E     - 1,436,907.77    427,055.05   sFT  0.99992404   -0 13 06.5
 EP0570;UTM  13      - 3,867,407.676   526,049.804   MT  0.99960836   +0 09 48.3
 EP0570
 EP0570!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EP0570!SPC NM E     -   0.99977728  x   0.99992404  =   0.99970133
 EP0570!UTM  13      -   0.99977728  x   0.99960836  =   0.99938572
 EP0570
 EP0570:                Primary Azimuth Mark                     Grid Az
 EP0570:SPC NM E     -  3410445010                               086 16 38.5
 EP0570:UTM  13      -  3410445010                               085 53 43.7
 EP0570
 EP0570|---------------------------------------------------------------------|
 EP0570| PID    Reference Object                     Distance      Geod. Az  |
 EP0570|                                                           dddmmss.s |
 EP0570| EP0569 3410445010                          APPROX. 2.9 KM 0860332.0 |
 EP0570|---------------------------------------------------------------------|
 EP0570
 EP0570                          SUPERSEDED SURVEY CONTROL
 EP0570
 EP0570  NAD 83(1986)-  34 56 55.86022(N)    104 42 52.93645(W) AD(       ) 2
 EP0570  NAD 27      -  34 56 55.64892(N)    104 42 50.97285(W) AD(       ) 2
 EP0570  NGVD 29 (07/19/86) 1440.7    (m)         4727.     (f) VERT ANG       
 EP0570
 EP0570.Superseded values are not recommended for survey control.
 EP0570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EP0570.See file dsdata.txt to determine how the superseded data were derived.
 EP0570
 EP0570_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEU2605067408(NAD 83)
 EP0570_MARKER: DD = SURVEY DISK
 EP0570_SETTING: 0 = UNSPECIFIED SETTING
 EP0570_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EP0570
 EP0570  HISTORY     - Date     Condition        Report By
 EP0570  HISTORY     - 1972     MONUMENTED       NMHD
 EP0570
 EP0570                          STATION DESCRIPTION
 EP0570
 EP0570'DESCRIBED BY NM HIGHWAY DEPT 1972 (CWW)
 EP0570'FROM THE INTERSECTION OF 4TH AND PARKER IN SANTA ROSA GO WEST ON
 EP0570'U.S. 66, 1.1 MILES TO A MEDIAN CROSSOVER.  TURN LEFT ONTO A
 EP0570'FRONTAGE ROAD WHICH RUNS SOUTH OF THE MAIN HIGHWAY.  GO WEST ON
 EP0570'THE FRONTAGE ROAD 0.75 MILES.  THE STATION IS ON THE LEFT ON TOP
 EP0570'OF A 40 FOOT CUT AND IS ON THE HIGHWAY RIGHT OF WAY.  IT IS 203
 EP0570'FEET SOUTH OF THE CENTERLINE OF THE EAST BOUND LANE OF
 EP0570'INTERSTATE 40 AND IS 59 FEET ABOVE THIS LANE.  THE STATION IS A
 EP0570'STANDARD NMSHC BRASS DISK SET IN A CONCRETE POST AND IS
 EP0570'STAMPED, I-40-R.  24-1-14.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0996 ***********************************************************************
 FO0996  DESIGNATION -  I40 R1
 FO0996  PID         -  FO0996
 FO0996  STATE/COUNTY-  NM/BERNALILLO
 FO0996  USGS QUAD   -  TIJERAS (1990)
 FO0996
 FO0996                         *CURRENT SURVEY CONTROL
 FO0996  ___________________________________________________________________
 FO0996* NAD 83(1992)-  35 03 14.63485(N)    106 29 03.45434(W)     ADJUSTED  
 FO0996* NAVD 88     -      1860.29   (+/-2cm)    6103.3    (feet)  VERTCON   
 FO0996  ___________________________________________________________________
 FO0996  LAPLACE CORR-          12.84  (seconds)                    DEFLEC99
 FO0996  GEOID HEIGHT-         -20.24  (meters)                     GEOID03
 FO0996
 FO0996  HORZ ORDER  -  THIRD
 FO0996  VERT ORDER  -  THIRD ? (See Below)
 FO0996
 FO0996.The horizontal coordinates were established by classical geodetic methods
 FO0996.and adjusted by the National Geodetic Survey in December 1993..
 FO0996
 FO0996.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO0996.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO0996.The vertical order pertains to the NGVD 29 superseded value.
 FO0996
 FO0996.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO0996
 FO0996.The geoid height was determined by GEOID03.
 FO0996
 FO0996;                    North         East     Units Scale Factor Converg.
 FO0996;SPC NM C     -   449,596.769   478,628.027   MT  0.99990563   -0 08 04.4
 FO0996;SPC NM C     - 1,475,052.07  1,570,298.79   sFT  0.99990563   -0 08 04.4
 FO0996;UTM  13      - 3,880,045.864   364,639.773   MT  0.99982581   -0 51 09.5
 FO0996
 FO0996!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO0996!SPC NM C     -   0.99971126  x   0.99990563  =   0.99961692
 FO0996!UTM  13      -   0.99971126  x   0.99982581  =   0.99953712
 FO0996
 FO0996:                Primary Azimuth Mark                     Grid Az
 FO0996:SPC NM C     -  I40 1                                    331 32 53.4
 FO0996:UTM  13      -  I40 1                                    332 15 58.5
 FO0996
 FO0996|---------------------------------------------------------------------|
 FO0996| PID    Reference Object                     Distance      Geod. Az  |
 FO0996|                                                           dddmmss.s |
 FO0996| FO0993 I40 1                               APPROX. 1.8 KM 3312449.0 |
 FO0996|---------------------------------------------------------------------|
 FO0996
 FO0996                          SUPERSEDED SURVEY CONTROL
 FO0996
 FO0996  NAD 83(1986)-  35 03 14.64091(N)    106 29 03.45499(W) AD(       ) 3
 FO0996  NAD 27      -  35 03 14.46818(N)    106 29 01.37650(W) AD(       ) 3
 FO0996  NGVD 29 (07/19/86) 1859.48   (m)         6100.6    (f) LEVELING    3  
 FO0996
 FO0996.Superseded values are not recommended for survey control.
 FO0996.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0996.See file dsdata.txt to determine how the superseded data were derived.
 FO0996
 FO0996_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU6464080046(NAD 83)
 FO0996_MARKER: DD = SURVEY DISK
 FO0996_SETTING: 0 = UNSPECIFIED SETTING
 FO0996_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FO0996
 FO0996  HISTORY     - Date     Condition        Report By
 FO0996  HISTORY     - 1970     MONUMENTED       NMHD
 FO0996
 FO0996                          STATION DESCRIPTION
 FO0996
 FO0996'DESCRIBED BY NM HIGHWAY DEPT 1970 (REC)
 FO0996'THE STATION IS LOCATED ON A ROCKY KNOLL APPROXIMATELY 0.5
 FO0996'MILE SOUTH OF THE EXISTING U.S. ROUTE 66, AND ON THE EASTERLY
 FO0996'SIDE OF THE FOUR HILLS SUBDIVISION.
 FO0996'
 FO0996'TO REACH THE STATION FROM THE INTERSECTION OF CENTRAL AVENUE
 FO0996'AND THE RAILROAD TRACKS, DOWNTOWN ALBUQUERQUE, 90 EAST ON
 FO0996'CENTRAL (U.S. 66) FOR 8.5 MILES TURN RIGHT THEN LEFT ON THE
 FO0996'SOUTH FRONTAGE ROAD FOR 0.1 MILE.  TURN RIGHT ON FOUR HILLS
 FO0996'ROAD AND GO 0.8 MILES TO A ROAD LEADING TO THE RIGHT.  CONTINUE
 FO0996'STRAIGHT THEN BEAR TO THE LEFT ON STAGECOACH TRAIL 0.4 MILE
 FO0996'TO AN INTERSECTION.  TURN RIGHT ON HIDEAWAY LANE FOR 0.2 MILE
 FO0996'TO THE BOTTOM OF A KNOLL AND THE END OF TRUCK TRAVEL.  PACK
 FO0996'EASTERLY UP THE KNOLL APPROXIMATELY 15 MINUTES TO THE TOP.
 FO0996'THE HIGHEST POINT ON THE RIDGE IS ABOUT 800 FEET SOUTHERLY.
 FO0996'
 FO0996'THE MONUMENT IS A STANDARD STATE HIGHWAY COMMISSION DISK
 FO0996'STAMPED STA. I-040-R1, AND IS FLUSH WITH THE GROUND.
 FO0996'
 FO0996'FOR INFORMATION TO STATIONS I-40-1, AND I-040-R2, SEE THE
 FO0996'TRAVERSE DESCRIPTION SHEETS FOR I-40-1 AND I-040-R2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0985 ***********************************************************************
 FO0985  DESIGNATION -  I40 R10
 FO0985  PID         -  FO0985
 FO0985  STATE/COUNTY-  NM/BERNALILLO
 FO0985  USGS QUAD   -  SEDILLO (1995)
 FO0985
 FO0985                         *CURRENT SURVEY CONTROL
 FO0985  ___________________________________________________________________
 FO0985* NAD 83(1992)-  35 05 25.76421(N)    106 15 39.24872(W)     ADJUSTED  
 FO0985* NAVD 88     -      2079.47   (+/-2cm)    6822.4    (feet)  VERTCON   
 FO0985  ___________________________________________________________________
 FO0985  LAPLACE CORR-           0.07  (seconds)                    DEFLEC99
 FO0985  GEOID HEIGHT-         -19.44  (meters)                     GEOID03
 FO0985
 FO0985  HORZ ORDER  -  THIRD
 FO0985  VERT ORDER  -  THIRD ? (See Below)
 FO0985
 FO0985.The horizontal coordinates were established by classical geodetic methods
 FO0985.and adjusted by the National Geodetic Survey in December 1993..
 FO0985
 FO0985.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO0985.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO0985.The vertical order pertains to the NGVD 29 superseded value.
 FO0985
 FO0985.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO0985
 FO0985.The geoid height was determined by GEOID03.
 FO0985
 FO0985;                    North         East     Units Scale Factor Converg.
 FO0985;SPC NM C     -   453,612.361   499,005.934   MT  0.99990001   -0 00 22.6
 FO0985;SPC NM C     - 1,488,226.55  1,637,155.30   sFT  0.99990001   -0 00 22.6
 FO0985;UTM  13      - 3,883,805.244   385,064.207   MT  0.99976281   -0 43 29.8
 FO0985
 FO0985!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO0985!SPC NM C     -   0.99967675  x   0.99990001  =   0.99957679
 FO0985!UTM  13      -   0.99967675  x   0.99976281  =   0.99943964
 FO0985
 FO0985:                Primary Azimuth Mark                     Grid Az
 FO0985:SPC NM C     -  I40 R11                                  049 19 29.1
 FO0985:UTM  13      -  I40 R11                                  050 02 36.3
 FO0985
 FO0985|---------------------------------------------------------------------|
 FO0985| PID    Reference Object                     Distance      Geod. Az  |
 FO0985|                                                           dddmmss.s |
 FO0985| FO0971 I40 R11                             APPROX. 2.0 KM 0491906.5 |
 FO0985|---------------------------------------------------------------------|
 FO0985
 FO0985                          SUPERSEDED SURVEY CONTROL
 FO0985
 FO0985  NAD 83(1986)-  35 05 25.77298(N)    106 15 39.24923(W) AD(       ) 3
 FO0985  NAD 27      -  35 05 25.61080(N)    106 15 37.12987(W) AD(       ) 3
 FO0985  NGVD 29 (07/19/86) 2078.55   (m)         6819.4    (f) LEVELING    3  
 FO0985
 FO0985.Superseded values are not recommended for survey control.
 FO0985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0985.See file dsdata.txt to determine how the superseded data were derived.
 FO0985
 FO0985_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU8506483805(NAD 83)
 FO0985_MARKER: DD = SURVEY DISK
 FO0985_SETTING: 0 = UNSPECIFIED SETTING
 FO0985_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FO0985
 FO0985  HISTORY     - Date     Condition        Report By
 FO0985  HISTORY     - 1970     MONUMENTED       NGS
 FO0985
 FO0985                          STATION DESCRIPTION
 FO0985
 FO0985'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (REC)
 FO0985'THE STATION IS LOCATED APPROXIMATELY 22 MILES EAST OF ALBUQUERQUE
 FO0985'NEAR THE SOUTH END OF A BRIDGE OVER INTERSTATE 40.
 FO0985'
 FO0985'TO REACH THE STATION FROM COMERS, 0.5 MILES NORTHEAST OF
 FO0985'SEDILLO GO SOUTHEAST ON THE SOUTHWEST FRONTAGE ROAD OF
 FO0985'INTERSTATE 40 (OLD U.S. 66) 1.7 MILES TO A PAVED ROAD ON THE LEFT.
 FO0985'TURN LEFT AND GO 0.1 MILES TO THE SOUTH END OF A BRIDGE
 FO0985'CROSSING INTERSTATE 40.  THE STATION IS APPROXIMATELY
 FO0985'25 FEET SOUTH OF THE SOUTHEAST ABUTMENT AND 3 FEET EAST OF
 FO0985'A GUARD RAIL.
 FO0985'
 FO0985'THE MONUMENT IS A STANDARD STATE HIGHWAY COMMISSION DISK
 FO0985'STAMPED I-040-R10, AND IS FLUSH WITH THE GROUND.
 FO0985'
 FO0985'FOR INFORMATION TO STATIONS I-040-R9 AND I-040-R11, SEE THE
 FO0985'TRAVERSE SHEETS FOR I-040-R9 AND I-040-R11.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0971 ***********************************************************************
 FO0971  DESIGNATION -  I40 R11
 FO0971  PID         -  FO0971
 FO0971  STATE/COUNTY-  NM/BERNALILLO
 FO0971  USGS QUAD   -  EDGEWOOD (1990)
 FO0971
 FO0971                         *CURRENT SURVEY CONTROL
 FO0971  ___________________________________________________________________
 FO0971* NAD 83(1992)-  35 06 09.06552(N)    106 14 37.94514(W)     ADJUSTED  
 FO0971* NAVD 88     -      2059.47   (+/-2cm)    6756.8    (feet)  VERTCON   
 FO0971  ___________________________________________________________________
 FO0971  LAPLACE CORR-          -0.31  (seconds)                    DEFLEC99
 FO0971  GEOID HEIGHT-         -19.44  (meters)                     GEOID03
 FO0971
 FO0971  HORZ ORDER  -  THIRD
 FO0971  VERT ORDER  -  THIRD ? (See Below)
 FO0971
 FO0971.The horizontal coordinates were established by classical geodetic methods
 FO0971.and adjusted by the National Geodetic Survey in December 1993..
 FO0971
 FO0971.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO0971.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO0971.The vertical order pertains to the NGVD 29 superseded value.
 FO0971
 FO0971.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO0971
 FO0971.The geoid height was determined by GEOID03.
 FO0971
 FO0971;                    North         East     Units Scale Factor Converg.
 FO0971;SPC NM C     -   454,946.620   500,558.509   MT  0.99990000   +0 00 12.7
 FO0971;SPC NM C     - 1,492,604.04  1,642,249.04   sFT  0.99990000   +0 00 12.7
 FO0971;UTM  13      - 3,885,119.739   386,633.179   MT  0.99975839   -0 42 55.3
 FO0971
 FO0971!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO0971!SPC NM C     -   0.99967989  x   0.99990000  =   0.99957992
 FO0971!UTM  13      -   0.99967989  x   0.99975839  =   0.99943836
 FO0971
 FO0971:                Primary Azimuth Mark                     Grid Az
 FO0971:SPC NM C     -  I40 R10                                  229 19 29.0
 FO0971:UTM  13      -  I40 R10                                  230 02 37.0
 FO0971
 FO0971|---------------------------------------------------------------------|
 FO0971| PID    Reference Object                     Distance      Geod. Az  |
 FO0971|                                                           dddmmss.s |
 FO0971| FO0985 I40 R10                             APPROX. 2.0 KM 2291941.7 |
 FO0971|---------------------------------------------------------------------|
 FO0971
 FO0971                          SUPERSEDED SURVEY CONTROL
 FO0971
 FO0971  NAD 83(1986)-  35 06 09.07447(N)    106 14 37.94582(W) AD(       ) 3
 FO0971  NAD 27      -  35 06 08.89915(N)    106 14 35.88323(W) AD(       ) 3
 FO0971  NGVD 29 (07/19/86) 2058.55   (m)         6753.8    (f) LEVELING    3  
 FO0971
 FO0971.Superseded values are not recommended for survey control.
 FO0971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0971.See file dsdata.txt to determine how the superseded data were derived.
 FO0971
 FO0971_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU8663385120(NAD 83)
 FO0971_MARKER: DD = SURVEY DISK
 FO0971_SETTING: 0 = UNSPECIFIED SETTING
 FO0971_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FO0971
 FO0971  HISTORY     - Date     Condition        Report By
 FO0971  HISTORY     - 1970     MONUMENTED       NGS
 FO0971
 FO0971                          STATION DESCRIPTION
 FO0971
 FO0971'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (REC)
 FO0971'THE STATION IS APPROXIMATELY 23 MILES EAST OF ALBUQUERQUE
 FO0971'AND ON THE WEST SIDE OF COUNTY LINE ROAD.
 FO0971'
 FO0971'TO REACH THE STATION FROM COMERS, 0.5 MILES NORTHEAST OF
 FO0971'SEDILLO, GO SOUTHEAST ON THE SOUTHWEST FRONTAGE ROAD 1.7
 FO0971'MILES TO A PAVED ROAD ON THE LEFT.  TURN LEFT AND CROSS
 FO0971'INTERSTATE 40 ON THE BRIDGE THEN TURN RIGHT ON TO THE NORTHEAST
 FO0971'FRONTAGE ROAD AND GO 1.1 MILES TO A BLADED ROAD ON THE LEFT
 FO0971'(BERNALILLO, SANTA FE COUNTY LINE).  TURN LEFT AND GO 1.2
 FO0971'MILES TO A RISE AND THE STATION ON THE LEFT NEAR A FENCE.
 FO0971'
 FO0971'THE MONUMENT IS A STANDARD STATE HIGHWAY COMMISSION DISK,
 FO0971'AND IS STAMPED I-040-R11.
 FO0971'
 FO0971'FOR INFORMATION TO STATION I-040-R10, SEE THE TRAVERSE SHEET
 FO0971'FOR I-040-R10.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1004 ***********************************************************************
 FO1004  DESIGNATION -  I40 R2
 FO1004  PID         -  FO1004
 FO1004  STATE/COUNTY-  NM/BERNALILLO
 FO1004  USGS QUAD   -  TIJERAS (1990)
 FO1004
 FO1004                         *CURRENT SURVEY CONTROL
 FO1004  ___________________________________________________________________
 FO1004* NAD 83(1992)-  35 03 51.42220(N)    106 25 39.16141(W)     ADJUSTED  
 FO1004* NAVD 88     -      1885.18   (+/-2cm)    6185.0    (feet)  VERTCON   
 FO1004  ___________________________________________________________________
 FO1004  LAPLACE CORR-           9.09  (seconds)                    DEFLEC99
 FO1004  GEOID HEIGHT-         -19.83  (meters)                     GEOID03
 FO1004
 FO1004  HORZ ORDER  -  THIRD
 FO1004  VERT ORDER  -  THIRD ? (See Below)
 FO1004
 FO1004.The horizontal coordinates were established by classical geodetic methods
 FO1004.and adjusted by the National Geodetic Survey in December 1993..
 FO1004
 FO1004.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1004.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1004.The vertical order pertains to the NGVD 29 superseded value.
 FO1004
 FO1004.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1004
 FO1004.The geoid height was determined by GEOID03.
 FO1004
 FO1004;                    North         East     Units Scale Factor Converg.
 FO1004;SPC NM C     -   450,719.653   483,806.553   MT  0.99990323   -0 06 07.2
 FO1004;SPC NM C     - 1,478,736.06  1,587,288.67   sFT  0.99990323   -0 06 07.2
 FO1004;UTM  13      - 3,881,103.661   369,831.514   MT  0.99980882   -0 49 12.8
 FO1004
 FO1004!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1004!SPC NM C     -   0.99970729  x   0.99990323  =   0.99961055
 FO1004!UTM  13      -   0.99970729  x   0.99980882  =   0.99951617
 FO1004
 FO1004:                Primary Azimuth Mark                     Grid Az
 FO1004:SPC NM C     -  I40 R3                                   048 10 16.3
 FO1004:UTM  13      -  I40 R3                                   048 53 21.9
 FO1004
 FO1004|---------------------------------------------------------------------|
 FO1004| PID    Reference Object                     Distance      Geod. Az  |
 FO1004|                                                           dddmmss.s |
 FO1004| FO1002 I40 R3                              APPROX. 2.6 KM 0480409.1 |
 FO1004|---------------------------------------------------------------------|
 FO1004
 FO1004                          SUPERSEDED SURVEY CONTROL
 FO1004
 FO1004  NAD 83(1986)-  35 03 51.42883(N)    106 25 39.16207(W) AD(       ) 3
 FO1004  NAD 27      -  35 03 51.25526(N)    106 25 37.08806(W) AD(       ) 3
 FO1004  NGVD 29 (07/19/86) 1884.34   (m)         6182.2    (f) LEVELING    3  
 FO1004
 FO1004.Superseded values are not recommended for survey control.
 FO1004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1004.See file dsdata.txt to determine how the superseded data were derived.
 FO1004
 FO1004_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU6983281104(NAD 83)
 FO1004_MARKER: DD = SURVEY DISK
 FO1004_SETTING: 0 = UNSPECIFIED SETTING
 FO1004_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FO1004
 FO1004  HISTORY     - Date     Condition        Report By
 FO1004  HISTORY     - 1970     MONUMENTED       NMHD
 FO1004
 FO1004                          STATION DESCRIPTION
 FO1004
 FO1004'DESCRIBED BY NM HIGHWAY DEPT 1970 (REC)
 FO1004'THE STATION IS LOCATED APPROXIMATELY 12.3 MILES EAST OF
 FO1004'ALBUQUERQUE AND 0.3 MILES SOUTH OF THE EXISTING U.S. 66.
 FO1004'
 FO1004'TO REACH THE STATION FROM THE INTERSECTION OF CENTRAL AVENUE
 FO1004'AND THE RAILROAD TRACKS, DOWNTOWN ALBUQUEQUE, GO EAST ON
 FO1004'CENTRAL (U.S. 66) FOR 9.0 MILES TO THE INTERSECTION WITH
 FO1004'INTERSTATE 40.  CONTINUE EAST ON INTERSTATE 40 (U.S. 66) FOR
 FO1004'3.6 MILES AND A LONG METAL BUILDING ON THE RIGHT.  TURN RIGHT
 FO1004'AND GO TO THE EAST OF THE BUILDING AND CROSS THE ARROYO TO THE
 FO1004'BASE OF A HILL.  PACK SOUTHERLY UP TO THE BASE OF A GROUP OF
 FO1004'FOUR POWER POLES.  THE STATION IS LOCATED APPROXIMATELY 25
 FO1004'FEET NORTH OF THE NORTHERNMOST POLE.
 FO1004'
 FO1004'THE MONUMENT IS A STANDARD STATE HIGHWAY COMMISSION DISK
 FO1004'STAMPED STA. I-040-R2, AND IS FLUSH WITH THE GROUND.
 FO1004'
 FO1004'FOR INFORMATION TO STATIONS I-040-R1 AND I-040-R3, SEE THE
 FO1004'TRAVERSE SHEETS FOR I-040-R1 AND I-040-R3.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1002 ***********************************************************************
 FO1002  DESIGNATION -  I40 R3
 FO1002  PID         -  FO1002
 FO1002  STATE/COUNTY-  NM/BERNALILLO
 FO1002  USGS QUAD   -  TIJERAS (1990)
 FO1002
 FO1002                         *CURRENT SURVEY CONTROL
 FO1002  ___________________________________________________________________
 FO1002* NAD 83(1992)-  35 04 47.14573(N)    106 24 23.68519(W)     ADJUSTED  
 FO1002* NAVD 88     -      1909.10   (+/-2cm)    6263.4    (feet)  VERTCON   
 FO1002  ___________________________________________________________________
 FO1002  LAPLACE CORR-           5.65  (seconds)                    DEFLEC99
 FO1002  GEOID HEIGHT-         -19.72  (meters)                     GEOID03
 FO1002
 FO1002  HORZ ORDER  -  THIRD
 FO1002  VERT ORDER  -  THIRD ? (See Below)
 FO1002
 FO1002.The horizontal coordinates were established by classical geodetic methods
 FO1002.and adjusted by the National Geodetic Survey in December 1993..
 FO1002
 FO1002.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1002.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1002.The vertical order pertains to the NGVD 29 superseded value.
 FO1002
 FO1002.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1002
 FO1002.The geoid height was determined by GEOID03.
 FO1002
 FO1002;                    North         East     Units Scale Factor Converg.
 FO1002;SPC NM C     -   452,433.523   485,721.476   MT  0.99990251   -0 05 24.0
 FO1002;SPC NM C     - 1,484,358.98  1,593,571.21   sFT  0.99990251   -0 05 24.0
 FO1002;UTM  13      - 3,882,793.224   371,767.586   MT  0.99980266   -0 48 30.6
 FO1002
 FO1002!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1002!SPC NM C     -   0.99970352  x   0.99990251  =   0.99960606
 FO1002!UTM  13      -   0.99970352  x   0.99980266  =   0.99950624
 FO1002
 FO1002:                Primary Azimuth Mark                     Grid Az
 FO1002:SPC NM C     -  I40 R4                                   089 36 51.4
 FO1002:UTM  13      -  I40 R4                                   090 19 58.0
 FO1002
 FO1002|---------------------------------------------------------------------|
 FO1002| PID    Reference Object                     Distance      Geod. Az  |
 FO1002|                                                           dddmmss.s |
 FO1002| FO0994 I40 R4                              APPROX. 2.1 KM 0893127.4 |
 FO1002|---------------------------------------------------------------------|
 FO1002
 FO1002                          SUPERSEDED SURVEY CONTROL
 FO1002
 FO1002  NAD 83(1986)-  35 04 47.15263(N)    106 24 23.68601(W) AD(       ) 3
 FO1002  NAD 27      -  35 04 46.97979(N)    106 24 21.61281(W) AD(       ) 3
 FO1002  NGVD 29 (07/19/86) 1908.25   (m)         6260.7    (f) LEVELING    3  
 FO1002
 FO1002.Superseded values are not recommended for survey control.
 FO1002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1002.See file dsdata.txt to determine how the superseded data were derived.
 FO1002
 FO1002_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU7176882793(NAD 83)
 FO1002_MARKER: DD = SURVEY DISK
 FO1002_SETTING: 0 = UNSPECIFIED SETTING
 FO1002_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FO1002
 FO1002  HISTORY     - Date     Condition        Report By
 FO1002  HISTORY     - 1970     MONUMENTED       NMHD
 FO1002
 FO1002                          STATION DESCRIPTION
 FO1002
 FO1002'DESCRIBED BY NM HIGHWAY DEPT 1970 (REC)
 FO1002'THE STATION IS LOCATED APPROXIMATELY 13.7 MILES EAST OF
 FO1002'ALBUQUERQUE AND NEAR THE SOUTH RIGHT OF WAY LINE OF THE
 FO1002'EXISTING U.S. 66.
 FO1002'
 FO1002'TO REACH THE STATION FROM THE INTERSECTION OF CENTRAL AVENUE
 FO1002'AND THE RAILROAD TRACKS, DOWNTOWN ALBUQUERQUE, GO EAST ON
 FO1002'CENTRAL (U.S. 66) FOR 9.0 MILES TO THE INTERSECTION WITH
 FO1002'INTERSTATE 40.  CONTINUE EASTERLY ON INTERSTATE 40 (U.S.66)
 FO1002'FOR 5.2 MILES AND THE STATION ON THE RIGHT.  IT IS LOCATED
 FO1002'ON TOP OF THE ROADWAY CUT APPROXIMATELY 20 FEET ABOVE THE
 FO1002'PAVEMENT.
 FO1002'
 FO1002'THE MONUMENT IS A STANDARD STATE HIGHWAY COMMISSION DISK
 FO1002'STAMPED I-040-R3, AND IS FLUSH WITH THE GROUND.
 FO1002'
 FO1002'FOR INFORMATION TO STATIONS I-040-R2, AND I-040-R4, SEE THE
 FO1002'TRAVERSE SHEETS FOR I-040-R2 AND I-040-R4.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0994 ***********************************************************************
 FO0994  DESIGNATION -  I40 R4
 FO0994  PID         -  FO0994
 FO0994  STATE/COUNTY-  NM/BERNALILLO
 FO0994  USGS QUAD   -  TIJERAS (1990)
 FO0994
 FO0994                         *CURRENT SURVEY CONTROL
 FO0994  ___________________________________________________________________
 FO0994* NAD 83(1992)-  35 04 47.71512(N)    106 22 59.06178(W)     ADJUSTED  
 FO0994* NAVD 88     -      1955.09   (+/-2cm)    6414.3    (feet)  VERTCON   
 FO0994  ___________________________________________________________________
 FO0994  LAPLACE CORR-           4.79  (seconds)                    DEFLEC99
 FO0994  GEOID HEIGHT-         -19.62  (meters)                     GEOID03
 FO0994
 FO0994  HORZ ORDER  -  THIRD
 FO0994  VERT ORDER  -  THIRD ? (See Below)
 FO0994
 FO0994.The horizontal coordinates were established by classical geodetic methods
 FO0994.and adjusted by the National Geodetic Survey in December 1993..
 FO0994
 FO0994.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO0994.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO0994.The vertical order pertains to the NGVD 29 superseded value.
 FO0994
 FO0994.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO0994
 FO0994.The geoid height was determined by GEOID03.
 FO0994
 FO0994;                    North         East     Units Scale Factor Converg.
 FO0994;SPC NM C     -   452,447.954   487,865.069   MT  0.99990181   -0 04 35.3
 FO0994;SPC NM C     - 1,484,406.33  1,600,603.98   sFT  0.99990181   -0 04 35.3
 FO0994;UTM  13      - 3,882,780.774   373,910.970   MT  0.99979594   -0 47 41.9
 FO0994
 FO0994!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO0994!SPC NM C     -   0.99969629  x   0.99990181  =   0.99959813
 FO0994!UTM  13      -   0.99969629  x   0.99979594  =   0.99949229
 FO0994
 FO0994:                Primary Azimuth Mark                     Grid Az
 FO0994:SPC NM C     -  I40 R5                                   038 34 10.2
 FO0994:UTM  13      -  I40 R5                                   039 17 16.8
 FO0994
 FO0994|---------------------------------------------------------------------|
 FO0994| PID    Reference Object                     Distance      Geod. Az  |
 FO0994|                                                           dddmmss.s |
 FO0994| FO0980 I40 R5                              APPROX. 2.3 KM 0382934.9 |
 FO0994|---------------------------------------------------------------------|
 FO0994
 FO0994                          SUPERSEDED SURVEY CONTROL
 FO0994
 FO0994  NAD 83(1986)-  35 04 47.72227(N)    106 22 59.06248(W) AD(       ) 3
 FO0994  NAD 27      -  35 04 47.54850(N)    106 22 56.99099(W) AD(       ) 3
 FO0994  NGVD 29 (07/19/86) 1954.24   (m)         6411.5    (f) LEVELING    3  
 FO0994
 FO0994.Superseded values are not recommended for survey control.
 FO0994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0994.See file dsdata.txt to determine how the superseded data were derived.
 FO0994
 FO0994_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU7391182781(NAD 83)
 FO0994_MARKER: DD = SURVEY DISK
 FO0994_SETTING: 0 = UNSPECIFIED SETTING
 FO0994_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FO0994_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FO0994+SATELLITE: SATELLITE OBSERVATIONS - December 23, 2005
 FO0994
 FO0994  HISTORY     - Date     Condition        Report By
 FO0994  HISTORY     - 1970     MONUMENTED       NMHD
 FO0994  HISTORY     - 20051223 GOOD             GEOCAC
 FO0994
 FO0994                          STATION DESCRIPTION
 FO0994
 FO0994'DESCRIBED BY NM HIGHWAY DEPT 1970 (REC)
 FO0994'THE STATION IS LOCATED APPROXIMATELY 15 MILES EAST OF
 FO0994'ALBUQUERQUE AND 0.3 MILES SOUTH OF THE EXISTING U.S. 66.
 FO0994'
 FO0994'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 66 AND
 FO0994'STATE ROAD 10 (SOUTH).  GO SOUTH ON STATE ROAD 10 0.2 MILES
 FO0994'TO A BLADED ROAD ON THE LEFT.  GO EAST ON THIS ROAD 0.2 MILES
 FO0994'TO AN INTERSECTION.  TURN LEFT AND GO 0.1 MILE ON A TRAIL
 FO0994'ROAD AND THE END OF TRUCK TRAVEL.  PACK EASTERLY AND UP TO
 FO0994'THE TOP OF A ROCK LEDGE ABOUT 0.2 MILES TO THE STATION NEAR
 FO0994'THE NORTH EDGE OF THE LEDGE.
 FO0994'
 FO0994'THE MONUMENT IS A STANDARD STATE HIGHWAY COMMISSION DISK
 FO0994'STAMPED I-040-R4, AND IS FLUSH WITH THE GROUND.
 FO0994'
 FO0994'FOR INFORMATION TO STATIONS I-040-R3 AND I-040-R5, SEE THE
 FO0994'TRAVERSE SHEETS FOR I-040-R3 AND I-040-R5.
 FO0994
 FO0994                          STATION RECOVERY (2005)
 FO0994
 FO0994'RECOVERY NOTE BY GEOCACHING 2005 (NCM)
 FO0994'BRASS TABLET SET IN CONCRETE NEAR EDGE OF ROCK LEDGE. MARK AND WITNESS
 FO0994'POST ARE IN GOOD CONDITION. PICTURES OF MARK POSTED ON THE
 FO0994'WWW.GEOCACHING.COM WEB SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0980 ***********************************************************************
 FO0980  DESIGNATION -  I40 R5
 FO0980  PID         -  FO0980
 FO0980  STATE/COUNTY-  NM/BERNALILLO
 FO0980  USGS QUAD   -  SEDILLO (1995)
 FO0980
 FO0980                         *CURRENT SURVEY CONTROL
 FO0980  ___________________________________________________________________
 FO0980* NAD 83(1992)-  35 05 47.30818(N)    106 22 01.39669(W)     ADJUSTED  
 FO0980* NAVD 88     -      1964.39   (+/-2cm)    6444.8    (feet)  VERTCON   
 FO0980  ___________________________________________________________________
 FO0980  LAPLACE CORR-           3.49  (seconds)                    DEFLEC99
 FO0980  GEOID HEIGHT-         -19.57  (meters)                     GEOID03
 FO0980
 FO0980  HORZ ORDER  -  THIRD
 FO0980  VERT ORDER  -  THIRD ? (See Below)
 FO0980
 FO0980.The horizontal coordinates were established by classical geodetic methods
 FO0980.and adjusted by the National Geodetic Survey in December 1993..
 FO0980
 FO0980.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO0980.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO0980.The vertical order pertains to the NGVD 29 superseded value.
 FO0980
 FO0980.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO0980
 FO0980.The geoid height was determined by GEOID03.
 FO0980
 FO0980;                    North         East     Units Scale Factor Converg.
 FO0980;SPC NM C     -   454,282.435   489,327.918   MT  0.99990140   -0 04 02.3
 FO0980;SPC NM C     - 1,490,424.96  1,605,403.34   sFT  0.99990140   -0 04 02.3
 FO0980;UTM  13      - 3,884,596.567   375,396.553   MT  0.99979135   -0 47 09.9
 FO0980
 FO0980!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO0980!SPC NM C     -   0.99969482  x   0.99990140  =   0.99959625
 FO0980!UTM  13      -   0.99969482  x   0.99979135  =   0.99948624
 FO0980
 FO0980:                Primary Azimuth Mark                     Grid Az
 FO0980:SPC NM C     -  I40 R6                                   066 01 26.3
 FO0980:UTM  13      -  I40 R6                                   066 44 33.9
 FO0980
 FO0980|---------------------------------------------------------------------|
 FO0980| PID    Reference Object                     Distance      Geod. Az  |
 FO0980|                                                           dddmmss.s |
 FO0980| FO0986 I40 R6                              APPROX. 1.7 KM 0655724.0 |
 FO0980|---------------------------------------------------------------------|
 FO0980
 FO0980                          SUPERSEDED SURVEY CONTROL
 FO0980
 FO0980  NAD 83(1986)-  35 05 47.31555(N)    106 22 01.39762(W) AD(       ) 3
 FO0980  NAD 27      -  35 05 47.14275(N)    106 21 59.32642(W) AD(       ) 3
 FO0980  NGVD 29 (07/19/86) 1963.53   (m)         6442.0    (f) LEVELING    3  
 FO0980
 FO0980.Superseded values are not recommended for survey control.
 FO0980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0980.See file dsdata.txt to determine how the superseded data were derived.
 FO0980
 FO0980_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU7539784597(NAD 83)
 FO0980_MARKER: DD = SURVEY DISK
 FO0980_SETTING: 0 = UNSPECIFIED SETTING
 FO0980_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FO0980
 FO0980  HISTORY     - Date     Condition        Report By
 FO0980  HISTORY     - 1970     MONUMENTED       NMHD
 FO0980
 FO0980                          STATION DESCRIPTION
 FO0980
 FO0980'DESCRIBED BY NM HIGHWAY DEPT 1970 (REC)
 FO0980'THE STATION IS LOCATED APPROXIMATELY 16 MILES EAST OF
 FO0980'ALBUQUERQUE AND ON THE NORTH EDGE OF THE SHOULDER ON U.S. 66.
 FO0980'
 FO0980'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 66 AND
 FO0980'STATE ROAD 10 (SOUTH) GO EASTERLY ON U.S. 66 1.65 MILES AND
 FO0980'THE STATION ON THE LEFT GUARDED BY POSTS.
 FO0980'
 FO0980'THE MONUMENT IS A STANDARD STATE HIGHWAY COMMISSION DISK
 FO0980'STAMPED I-040-R5, AND IS FLUSH WITH THE GROUND.
 FO0980'
 FO0980'FOR INFORMATION TO STATIONS I-040-R4 AND I-040-R6, SEE THE
 FO0980'TRAVERSE SHEETS FOR I-040-R4 AND I-040-R6.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0986 ***********************************************************************
 FO0986  DESIGNATION -  I40 R6
 FO0986  PID         -  FO0986
 FO0986  STATE/COUNTY-  NM/BERNALILLO
 FO0986  USGS QUAD   -  SEDILLO (1995)
 FO0986
 FO0986                         *CURRENT SURVEY CONTROL
 FO0986  ___________________________________________________________________
 FO0986* NAD 83(1992)-  35 06 10.34065(N)    106 20 58.56386(W)     ADJUSTED  
 FO0986* NAVD 88     -      2004.10   (+/-2cm)    6575.1    (feet)  VERTCON   
 FO0986  ___________________________________________________________________
 FO0986  LAPLACE CORR-           3.44  (seconds)                    DEFLEC99
 FO0986  GEOID HEIGHT-         -19.54  (meters)                     GEOID03
 FO0986
 FO0986  HORZ ORDER  -  THIRD
 FO0986  VERT ORDER  -  THIRD ? (See Below)
 FO0986
 FO0986.The horizontal coordinates were established by classical geodetic methods
 FO0986.and adjusted by the National Geodetic Survey in December 1993..
 FO0986
 FO0986.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO0986.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO0986.The vertical order pertains to the NGVD 29 superseded value.
 FO0986
 FO0986.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO0986
 FO0986.The geoid height was determined by GEOID03.
 FO0986
 FO0986;                    North         East     Units Scale Factor Converg.
 FO0986;SPC NM C     -   454,990.434   490,919.901   MT  0.99990102   -0 03 26.2
 FO0986;SPC NM C     - 1,492,747.78  1,610,626.38   sFT  0.99990102   -0 03 26.2
 FO0986;UTM  13      - 3,885,284.460   376,997.114   MT  0.99978646   -0 46 34.2
 FO0986
 FO0986!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO0986!SPC NM C     -   0.99968859  x   0.99990102  =   0.99958964
 FO0986!UTM  13      -   0.99968859  x   0.99978646  =   0.99947512
 FO0986
 FO0986:                Primary Azimuth Mark                     Grid Az
 FO0986:SPC NM C     -  I40 R7                                   057 58 06.9
 FO0986:UTM  13      -  I40 R7                                   058 41 14.9
 FO0986
 FO0986|---------------------------------------------------------------------|
 FO0986| PID    Reference Object                     Distance      Geod. Az  |
 FO0986|                                                           dddmmss.s |
 FO0986| FO0981 I40 R7                              APPROX. 2.8 KM 0575440.7 |
 FO0986|---------------------------------------------------------------------|
 FO0986
 FO0986                          SUPERSEDED SURVEY CONTROL
 FO0986
 FO0986  NAD 83(1986)-  35 06 10.34827(N)    106 20 58.56482(W) AD(       ) 3
 FO0986  NAD 27      -  35 06 10.17555(N)    106 20 56.49443(W) AD(       ) 3
 FO0986  NGVD 29 (07/19/86) 2003.24   (m)         6572.3    (f) LEVELING    3  
 FO0986
 FO0986.Superseded values are not recommended for survey control.
 FO0986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0986.See file dsdata.txt to determine how the superseded data were derived.
 FO0986
 FO0986_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU7699785284(NAD 83)
 FO0986_MARKER: DD = SURVEY DISK
 FO0986_SETTING: 0 = UNSPECIFIED SETTING
 FO0986_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FO0986
 FO0986  HISTORY     - Date     Condition        Report By
 FO0986  HISTORY     - 1970     MONUMENTED       NMHD
 FO0986
 FO0986                          STATION DESCRIPTION
 FO0986
 FO0986'DESCRIBED BY NM HIGHWAY DEPT 1970 (REC)
 FO0986'THE STATION IS LOCATED APPROXIMATELY 17 MILES EAST OF
 FO0986'ALBUQUERQUE AND ON THE SOUTH EDGE OF A ROCK OUT CROP APPROXIMATELY
 FO0986'0.2 MILES NORTH OF THE EXISTING U.S. 66.
 FO0986'
 FO0986'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 66 AND
 FO0986'STATE ROAD 10 (SOUTH) GO EASTERLY ON U.S. 66 1.2 MILES TO
 FO0986'ZAMORA ROAD WHICH BEARS LEFT OFF U.S. 66.  CONTINUE NORTHEASTERLY
 FO0986'THEN EAST ON ZAMORA ROAD 1.7 MILES TO A FAINT TRAIL ON THE
 FO0986'LEFT.  FOLLOW THIS TRAIL UP AND WESTERLY 0.1 MILE.  THE
 FO0986'STATION IS LOCATED ABOUT 50 FEET EAST OF THE END OF TRUCK
 FO0986'TRAVEL.
 FO0986'
 FO0986'THE MONUMENT IS A STANDARD STATE HIGHWAY COMMISSION DISK
 FO0986'STAMPED I-040-R6, AND IS FLUSH WITH THE GROUND.
 FO0986'
 FO0986'FOR INFORMATION TO STATIONS I-040-R5 AND I-040-R7, SEE THE
 FO0986'TRAVERSE SHEETS FOR I-040-R5 AND I-040-R7.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0981 ***********************************************************************
 FO0981  DESIGNATION -  I40 R7
 FO0981  PID         -  FO0981
 FO0981  STATE/COUNTY-  NM/BERNALILLO
 FO0981  USGS QUAD   -  SEDILLO (1995)
 FO0981
 FO0981                         *CURRENT SURVEY CONTROL
 FO0981  ___________________________________________________________________
 FO0981* NAD 83(1992)-  35 06 58.73061(N)    106 19 24.62153(W)     ADJUSTED  
 FO0981* NAVD 88     -      2088.83   (+/-2cm)    6853.1    (feet)  VERTCON   
 FO0981  ___________________________________________________________________
 FO0981  LAPLACE CORR-           2.76  (seconds)                    DEFLEC99
 FO0981  GEOID HEIGHT-         -19.50  (meters)                     GEOID03
 FO0981
 FO0981  HORZ ORDER  -  THIRD
 FO0981  VERT ORDER  -  THIRD ? (See Below)
 FO0981
 FO0981.The horizontal coordinates were established by classical geodetic methods
 FO0981.and adjusted by the National Geodetic Survey in December 1993..
 FO0981
 FO0981.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO0981.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO0981.The vertical order pertains to the NGVD 29 superseded value.
 FO0981
 FO0981.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO0981
 FO0981.The geoid height was determined by GEOID03.
 FO0981
 FO0981;                    North         East     Units Scale Factor Converg.
 FO0981;SPC NM C     -   456,479.471   493,299.952   MT  0.99990055   -0 02 32.2
 FO0981;SPC NM C     - 1,497,633.06  1,618,434.93   sFT  0.99990055   -0 02 32.2
 FO0981;UTM  13      - 3,886,743.340   379,395.380   MT  0.99977926   -0 45 41.1
 FO0981
 FO0981!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO0981!SPC NM C     -   0.99967529  x   0.99990055  =   0.99957588
 FO0981!UTM  13      -   0.99967529  x   0.99977926  =   0.99945462
 FO0981
 FO0981:                Primary Azimuth Mark                     Grid Az
 FO0981:SPC NM C     -  I40 R8                                   121 19 42.1
 FO0981:UTM  13      -  I40 R8                                   122 02 51.0
 FO0981
 FO0981|---------------------------------------------------------------------|
 FO0981| PID    Reference Object                     Distance      Geod. Az  |
 FO0981|                                                           dddmmss.s |
 FO0981| FO0983 I40 R8                              APPROX. 2.7 KM 1211709.9 |
 FO0981|---------------------------------------------------------------------|
 FO0981
 FO0981                          SUPERSEDED SURVEY CONTROL
 FO0981
 FO0981  NAD 83(1986)-  35 06 58.73860(N)    106 19 24.62272(W) AD(       ) 3
 FO0981  NAD 27      -  35 06 58.56649(N)    106 19 22.55374(W) AD(       ) 3
 FO0981  NGVD 29 (07/19/86) 2087.94   (m)         6850.2    (f) LEVELING    3  
 FO0981
 FO0981.Superseded values are not recommended for survey control.
 FO0981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0981.See file dsdata.txt to determine how the superseded data were derived.
 FO0981
 FO0981_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU7939586743(NAD 83)
 FO0981_MARKER: DD = SURVEY DISK
 FO0981_SETTING: 0 = UNSPECIFIED SETTING
 FO0981_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FO0981
 FO0981  HISTORY     - Date     Condition        Report By
 FO0981  HISTORY     - 1970     MONUMENTED       NMHD
 FO0981
 FO0981                          STATION DESCRIPTION
 FO0981
 FO0981'DESCRIBED BY NM HIGHWAY DEPT 1970 (REC)
 FO0981'THE STATION IS LOCATED APPROXIMATELY 19 MILES EAST OF
 FO0981'ALBUQUERQUE AND ON THE WESTERLY EDGE OF THE TOP OF A RIDGE
 FO0981'APPROXIMATELY 500 FEET EAST OF THE EXISTING U.S. 66.
 FO0981'
 FO0981'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 66 AND STATE
 FO0981'ROAD 10 (SOUTH) GO EASTERLY ON U.S. 66 4.4 MILES AND TURN
 FO0981'RIGHT ON A BLADED ROAD (ZAMORA ROAD).  GO NORTHEASTERLY ABOUT
 FO0981'50 FEET THEN TURN RIGHT ON A SMALLER BLADED ROAD.  GO 0.2
 FO0981'MILES TO A FAINT ROAD ON THE RIGHT.  FOLLOW THIS ROAD TO THE
 FO0981'TOP OF THE RIDGE AND THE STATION.
 FO0981'
 FO0981'THE MONUMENT IS A STANDARD STATE HIGHWAY COMMISSION DISK
 FO0981'STAMPED I-040-R7, AND IS FLUSH WITH THE GROUND.
 FO0981'
 FO0981'FOR INFORMATION TO STATIONS I-040-R6 AND I-040-R8, SEE THE
 FO0981'TRAVERSE SHEETS FOR I-040-R6 AND I-040-R8.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0983 ***********************************************************************
 FO0983  CBN         -  This is a Cooperative Base Network Control Station.
 FO0983  DESIGNATION -  I40 R8
 FO0983  PID         -  FO0983
 FO0983  STATE/COUNTY-  NM/BERNALILLO
 FO0983  USGS QUAD   -  SEDILLO (1995)
 FO0983
 FO0983                         *CURRENT SURVEY CONTROL
 FO0983  ___________________________________________________________________
 FO0983* NAD 83(1992)-  35 06 13.51948(N)    106 17 54.10763(W)     ADJUSTED  
 FO0983* NAVD 88     -      2133.0    (meters)    6998.     (feet)  GPS OBS   
 FO0983  ___________________________________________________________________
 FO0983  X           -  -1,466,493.254 (meters)                     COMP
 FO0983  Y           -  -5,015,547.693 (meters)                     COMP
 FO0983  Z           -   3,648,505.383 (meters)                     COMP
 FO0983  LAPLACE CORR-           2.22  (seconds)                    DEFLEC99
 FO0983  ELLIP HEIGHT-        2113.48  (meters)          (05/26/00) GPS OBS
 FO0983  GEOID HEIGHT-         -19.47  (meters)                     GEOID03
 FO0983
 FO0983  HORZ ORDER  -  A
 FO0983  ELLP ORDER  -  SECOND    CLASS I
 FO0983
 FO0983.The horizontal coordinates were established by GPS observations
 FO0983.and adjusted by the National Geodetic Survey in May 2000..
 FO0983
 FO0983.The orthometric height was determined by GPS observations and a
 FO0983.high-resolution geoid model.
 FO0983
 FO0983.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FO0983
 FO0983.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO0983
 FO0983.The ellipsoidal height was determined by GPS observations
 FO0983.and is referenced to NAD 83.
 FO0983
 FO0983.The geoid height was determined by GEOID03.
 FO0983
 FO0983;                    North         East     Units Scale Factor Converg.
 FO0983;SPC NM C     -   455,084.919   495,591.030   MT  0.99990024   -0 01 40.1
 FO0983;SPC NM C     - 1,493,057.77  1,625,951.57   sFT  0.99990024   -0 01 40.1
 FO0983;UTM  13      - 3,885,320.325   381,668.495   MT  0.99977257   -0 44 48.2
 FO0983
 FO0983!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO0983!SPC NM C     -   0.99966837  x   0.99990024  =   0.99956864
 FO0983!UTM  13      -   0.99966837  x   0.99977257  =   0.99944101
 FO0983
 FO0983:                Primary Azimuth Mark                     Grid Az
 FO0983:SPC NM C     -  I40 R9                                   103 05 44.5
 FO0983:UTM  13      -  I40 R9                                   103 48 52.6
 FO0983
 FO0983|---------------------------------------------------------------------|
 FO0983| PID    Reference Object                     Distance      Geod. Az  |
 FO0983|                                                           dddmmss.s |
 FO0983| FO0984 I40 R9                              APPROX. 1.6 KM 1030404.4 |
 FO0983|---------------------------------------------------------------------|
 FO0983
 FO0983                          SUPERSEDED SURVEY CONTROL
 FO0983
 FO0983  NAD 83(1992)-  35 06 13.53185(N)    106 17 54.11428(W) AD(       ) 3
 FO0983  NAD 83(1986)-  35 06 13.54015(N)    106 17 54.11517(W) AD(       ) 3
 FO0983  NAD 27      -  35 06 13.36628(N)    106 17 52.04865(W) AD(       ) 3
 FO0983  NGVD 29 (07/19/86) 2128.30   (m)         6982.6    (f) LEVELING    3  
 FO0983
 FO0983.Superseded values are not recommended for survey control.
 FO0983.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0983.See file dsdata.txt to determine how the superseded data were derived.
 FO0983
 FO0983_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU8166885320(NAD 83)
 FO0983_MARKER: DD = SURVEY DISK
 FO0983_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FO0983_STAMPING: I-040-R8
 FO0983_MARK LOGO: NMHC  
 FO0983_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FO0983_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO0983+STABILITY: SURFACE MOTION
 FO0983_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FO0983+SATELLITE: SATELLITE OBSERVATIONS - August 13, 1999
 FO0983
 FO0983  HISTORY     - Date     Condition        Report By
 FO0983  HISTORY     - 1970     MONUMENTED       NMHD
 FO0983  HISTORY     - 19990813 GOOD             NGS
 FO0983
 FO0983                          STATION DESCRIPTION
 FO0983
 FO0983'DESCRIBED BY NM HIGHWAY DEPT 1970 (REC)
 FO0983'THE STATION IS LOCATED APPROXIMATELY 20 MILES EAST OF
 FO0983'ALBUQUERQUE AND ON THE TOP OF THE SOUTHERLY EMBANKMENT AND 3
 FO0983'FEET NORTH OF THE SOUTHERLY ACCESS CONTROL FENCE ON INTERSTATE
 FO0983'40.
 FO0983'
 FO0983'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 66 AND
 FO0983'STATE ROAD 10 (SOUTH), GO EASTERLY ON U.S.66 6.2 MILES AND THE
 FO0983'STATION ON THE LEFT.
 FO0983'
 FO0983'TO REACH THE STATION FROM THE INTERCHANGE OVER INTERSTATE
 FO0983'40 AT COMERS, GO WESTERLY ON INTERSTATE 40 FOR 1.0 MILES
 FO0983'AND THE STATION ON THE LEFT.
 FO0983'
 FO0983'THE MONUMENT IS A STANDARD STATE HIGHWAY COMMISSION DISK
 FO0983'STAMPED I-040-R8, AND IS FLUSH WITH THE GROUND.
 FO0983'
 FO0983'FOR INFORMATION TO STATIONS I-040-R7 AND I-040-R9, SEE THE
 FO0983'TRAVERSE SHEETS FOR I-040-R7 AND I--040-R9.
 FO0983
 FO0983                          STATION RECOVERY (1999)
 FO0983
 FO0983'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (WAS)
 FO0983'THE STATION IS LOCATED ABOUT 20 MI (32.2 KM) EAST OF ALBUQUERQUE, 7 MI
 FO0983'(11.3 KM) NORTHWEST OF EDGEWOOD, IN THE INTERSTATE HIGHWAY 40 RIGHT OF
 FO0983'WAY.  OWNERSHIP--NEW MEXICO STATE HIGHWAY AND TRANSPORTATION
 FO0983'DEPARTMENT - RIGHT OF WAY, TELEPHONE 800-432-4269, 1120 CERRILLOS
 FO0983'ROAD, SANTA FE NM 87504-1149.  TO REACH THE STATION FROM INTERSTATE
 FO0983'HIGHWAY 40 EXIT 181 (SEDILLO EXIT) BETWEEN ALBUQUERQUE AND EDGEWOOD,
 FO0983'GO WEST ON THE FRONTAGE ROAD (OLD US HIGHWAY 66) ON THE SOUTH SIDE OF
 FO0983'INTERSTATE HIGHWAY 40 FOR 0.65 MI (1.05 KM) TO THE STATION ON THE
 FO0983'RIGHT ON TOP OF A ROAD CUT.  (ACCESS TO THE STATION MAY BE EASIER FROM
 FO0983'THE SHOULDER OF EASTBOUND INTERSTATE HIGHWAY 40.) THE STATION IS SET
 FO0983'IN THE TOP OF A 0.15 M (0.49 FT) DIAMETER ROUND CONCRETE POST FLUSH
 FO0983'WITH GROUND.  LOCATED 22.0 M (72.2 FT) SOUTH OF THE CENTERLINE OF THE
 FO0983'INTERSTATE HIGHWAY EASTBOUND LANES, ABOUT 5 M (16.4 FT) NORTH OF THE
 FO0983'SOUTH EDGE OF THE OLD HIGHWAY 66 ROAD CUT, 0.7 M (2.3 FT) NORTH OF THE
 FO0983'HIGHWAY RIGHT OF WAY FENCE, ABOUT 8 M (26.2 FT) ABOVE THE LEVEL OF
 FO0983'INTERSTATE HIGHWAY, ABOUT 12 M (39.4 FT) ABOVE THE LEVEL OF OLD
 FO0983'HIGHWAY 66 AND 0.9 M (3.0 FT) NORTHEAST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0984 ***********************************************************************
 FO0984  DESIGNATION -  I40 R9
 FO0984  PID         -  FO0984
 FO0984  STATE/COUNTY-  NM/BERNALILLO
 FO0984  USGS QUAD   -  SEDILLO (1995)
 FO0984
 FO0984                         *CURRENT SURVEY CONTROL
 FO0984  ___________________________________________________________________
 FO0984* NAD 83(1992)-  35 06 01.90008(N)    106 16 53.21924(W)     ADJUSTED  
 FO0984* NAVD 88     -      2149.99   (+/-2cm)    7053.8    (feet)  VERTCON   
 FO0984  ___________________________________________________________________
 FO0984  LAPLACE CORR-           1.15  (seconds)                    DEFLEC99
 FO0984  GEOID HEIGHT-         -19.45  (meters)                     GEOID03
 FO0984
 FO0984  HORZ ORDER  -  THIRD
 FO0984  VERT ORDER  -  THIRD ? (See Below)
 FO0984
 FO0984.The horizontal coordinates were established by classical geodetic methods
 FO0984.and adjusted by the National Geodetic Survey in December 1993..
 FO0984
 FO0984.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO0984.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO0984.The vertical order pertains to the NGVD 29 superseded value.
 FO0984
 FO0984.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO0984
 FO0984.The geoid height was determined by GEOID03.
 FO0984
 FO0984;                    North         East     Units Scale Factor Converg.
 FO0984;SPC NM C     -   454,726.258   497,132.809   MT  0.99990010   -0 01 05.1
 FO0984;SPC NM C     - 1,491,881.06  1,631,009.89   sFT  0.99990010   -0 01 05.1
 FO0984;UTM  13      - 3,884,942.397   383,205.452   MT  0.99976811   -0 44 13.0
 FO0984
 FO0984!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO0984!SPC NM C     -   0.99966569  x   0.99990010  =   0.99956583
 FO0984!UTM  13      -   0.99966569  x   0.99976811  =   0.99943388
 FO0984
 FO0984:                Primary Azimuth Mark                     Grid Az
 FO0984:SPC NM C     -  I40 R10                                  120 44 19.7
 FO0984:UTM  13      -  I40 R10                                  121 27 27.6
 FO0984
 FO0984|---------------------------------------------------------------------|
 FO0984| PID    Reference Object                     Distance      Geod. Az  |
 FO0984|                                                           dddmmss.s |
 FO0984| FO0985 I40 R10                             APPROX. 2.2 KM 1204314.6 |
 FO0984|---------------------------------------------------------------------|
 FO0984
 FO0984                          SUPERSEDED SURVEY CONTROL
 FO0984
 FO0984  NAD 83(1986)-  35 06 01.90860(N)    106 16 53.22001(W) AD(       ) 3
 FO0984  NAD 27      -  35 06 01.73401(N)    106 16 51.15443(W) AD(       ) 3
 FO0984  NGVD 29 (07/19/86) 2149.07   (m)         7050.7    (f) LEVELING    3  
 FO0984
 FO0984.Superseded values are not recommended for survey control.
 FO0984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0984.See file dsdata.txt to determine how the superseded data were derived.
 FO0984
 FO0984_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU8320584942(NAD 83)
 FO0984_MARKER: DD = SURVEY DISK
 FO0984_SETTING: 0 = UNSPECIFIED SETTING
 FO0984_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FO0984
 FO0984  HISTORY     - Date     Condition        Report By
 FO0984  HISTORY     - 1970     MONUMENTED       NGS
 FO0984
 FO0984                          STATION DESCRIPTION
 FO0984
 FO0984'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (REC)
 FO0984'THE STATION IS LOCATED APPROXIMATELY 21 MILES EAST OF ALBUQUERQUE
 FO0984'AND THE SOUTHERLY END OF A RAISED ISLAND AT THE NORTH END OF
 FO0984'A BRIDGE OVER INTERSTATE 40.
 FO0984'
 FO0984'TO REACH THE STATION FROM THE COMMUNITY OF COMERS, 0.5 MILE
 FO0984'NORTHEAST OF SEDILLO, GO NORTH ON THE BRIDGE OVER INTERSTATE
 FO0984'40 AT COMERS.  THE STATION LIES DEAD AHEAD AT THE SOUTH END
 FO0984'OF A RAISED TRAFFIC ISLAND.
 FO0984'
 FO0984'THE MONUMENT IS A STANDARD STATE HIGHWAY COMMISSION DISK
 FO0984'STAMPED I-040-R9, AND IS FLUSH WITH THE GROUND.
 FO0984'
 FO0984'FOR INFORMATION TO STATIONS I-040-R8 AND I-040-R10, SEE THE
 FO0984'TRAVERSE SHEETS FOR I-040-R8 AND I-040-R10.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1648 ***********************************************************************
 FO1648  DESIGNATION -  I40 T1
 FO1648  PID         -  FO1648
 FO1648  STATE/COUNTY-  NM/CIBOLA
 FO1648  USGS QUAD   -  MILAN (1995)
 FO1648
 FO1648                         *CURRENT SURVEY CONTROL
 FO1648  ___________________________________________________________________
 FO1648* NAD 83(1992)-  35 10 36.68543(N)    107 53 10.36379(W)     ADJUSTED  
 FO1648* NAVD 88     -      2063.5    (meters)    6770.     (feet)  VERTCON   
 FO1648  ___________________________________________________________________
 FO1648  LAPLACE CORR-          -1.38  (seconds)                    DEFLEC99
 FO1648  GEOID HEIGHT-         -20.39  (meters)                     GEOID03
 FO1648
 FO1648  HORZ ORDER  -  SECOND
 FO1648
 FO1648.The horizontal coordinates were established by classical geodetic methods
 FO1648.and adjusted by the National Geodetic Survey in December 1993..
 FO1648
 FO1648.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1648.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1648
 FO1648.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1648
 FO1648.The geoid height was determined by GEOID03.
 FO1648
 FO1648;                    North         East     Units Scale Factor Converg.
 FO1648;SPC NM W     -   463,202.166   825,183.599   MT  0.99991695   -0 01 49.7
 FO1648;SPC NM W     - 1,519,689.11  2,707,289.86   sFT  0.99991695   -0 01 49.7
 FO1648;UTM  13      - 3,896,471.926   237,158.620   MT  1.00045151   -1 39 49.3
 FO1648
 FO1648!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1648!SPC NM W     -   0.99967940  x   0.99991695  =   0.99959638
 FO1648!UTM  13      -   0.99967940  x   1.00045151  =   1.00013077
 FO1648
 FO1648:                Primary Azimuth Mark                     Grid Az
 FO1648:SPC NM W     -  GRANTS                                   170 36 06.6
 FO1648:UTM  13      -  GRANTS                                   172 14 06.2
 FO1648
 FO1648|---------------------------------------------------------------------|
 FO1648| PID    Reference Object                     Distance      Geod. Az  |
 FO1648|                                                           dddmmss.s |
 FO1648| FO0856 GRANTS                              APPROX. 3.8 KM 1703416.9 |
 FO1648|---------------------------------------------------------------------|
 FO1648
 FO1648                          SUPERSEDED SURVEY CONTROL
 FO1648
 FO1648  NAD 83(1986)-  35 10 36.68628(N)    107 53 10.36560(W) AD(       ) 2
 FO1648  NAD 27      -  35 10 36.55366(N)    107 53 08.15657(W) AD(       ) 2
 FO1648  NGVD 29 (07/19/86) 2062.5    (m)         6767.     (f) VERT ANG       
 FO1648
 FO1648.Superseded values are not recommended for survey control.
 FO1648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1648.See file dsdata.txt to determine how the superseded data were derived.
 FO1648
 FO1648_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBU3715996472(NAD 83)
 FO1648_MARKER: DD = SURVEY DISK
 FO1648_SETTING: 0 = UNSPECIFIED SETTING
 FO1648_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FO1648
 FO1648  HISTORY     - Date     Condition        Report By
 FO1648  HISTORY     - 1972     MONUMENTED       NMHD
 FO1648
 FO1648                          STATION DESCRIPTION
 FO1648
 FO1648'DESCRIBED BY NM HIGHWAY DEPT 1972 (RGL)
 FO1648'THE STATION IS LOCATED ABOUT 3 MILES NW OF GRANTS ON A HILL
 FO1648'OVERLOOKING THE VILLAGE OF MILAN, NEW MEXICO.
 FO1648'
 FO1648'TO REACH THE STATION FROM THE CITY HALL IN GRANTS, GO WEST ON
 FO1648'U.S. 11 FOR 3.7 MILES TO THE JUNCTION OF U.S. HIGHWAY 66 AND
 FO1648'STATE ROAD 53 NORTH.  TRAVEL NORTH OVER AT+SF. RAILROAD TRACKS
 FO1648'ON STATE ROAD 53 FOR 0.15 MILE TO BLADED STREET ON THE
 FO1648'RIGHT.  TAKE THE BLADED STREET TO THE RIGHT (EAST) AND TRAVEL FOR
 FO1648'0.85 MILE AND END OF TRUCK TRAVEL.  PACK NORTH TO TOP OF HIGHEST
 FO1648'HILL AND THE STATION.
 FO1648'
 FO1648'THE MONUMENT IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 FO1648'BRASS DISK, STAMPED I-40-T1, AND IS SET IN CONCRETE FLUSH WITH
 FO1648'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1643 ***********************************************************************
 FO1643  DESIGNATION -  I40 T2
 FO1643  PID         -  FO1643
 FO1643  STATE/COUNTY-  NM/CIBOLA
 FO1643  USGS QUAD   -  SAN RAFAEL (1995)
 FO1643
 FO1643                         *CURRENT SURVEY CONTROL
 FO1643  ___________________________________________________________________
 FO1643* NAD 83(1992)-  35 07 08.35672(N)    107 54 05.42453(W)     ADJUSTED  
 FO1643* NAVD 88     -      2165.2    (meters)    7104.     (feet)  VERTCON   
 FO1643  ___________________________________________________________________
 FO1643  LAPLACE CORR-          -4.86  (seconds)                    DEFLEC99
 FO1643  GEOID HEIGHT-         -20.43  (meters)                     GEOID03
 FO1643
 FO1643  HORZ ORDER  -  SECOND
 FO1643
 FO1643.The horizontal coordinates were established by classical geodetic methods
 FO1643.and adjusted by the National Geodetic Survey in December 1993..
 FO1643
 FO1643.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1643.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1643
 FO1643.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1643
 FO1643.The geoid height was determined by GEOID03.
 FO1643
 FO1643;                    North         East     Units Scale Factor Converg.
 FO1643;SPC NM W     -   456,783.361   823,786.108   MT  0.99991714   -0 02 21.2
 FO1643;SPC NM W     - 1,498,630.08  2,702,704.92   sFT  0.99991714   -0 02 21.2
 FO1643;UTM  13      - 3,890,092.086   235,578.027   MT  1.00046179   -1 40 12.5
 FO1643
 FO1643!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1643!SPC NM W     -   0.99966347  x   0.99991714  =   0.99958063
 FO1643!UTM  13      -   0.99966347  x   1.00046179  =   1.00012510
 FO1643
 FO1643:                Primary Azimuth Mark                     Grid Az
 FO1643:SPC NM W     -  GRANTS                                   036 40 20.8
 FO1643:UTM  13      -  GRANTS                                   038 18 12.1
 FO1643
 FO1643|---------------------------------------------------------------------|
 FO1643| PID    Reference Object                     Distance      Geod. Az  |
 FO1643|                                                           dddmmss.s |
 FO1643| FO0856 GRANTS                              APPROX. 3.4 KM 0363759.6 |
 FO1643|---------------------------------------------------------------------|
 FO1643
 FO1643                          SUPERSEDED SURVEY CONTROL
 FO1643
 FO1643  NAD 83(1986)-  35 07 08.35754(N)    107 54 05.42610(W) AD(       ) 2
 FO1643  NAD 27      -  35 07 08.22087(N)    107 54 03.21892(W) AD(       ) 2
 FO1643  NGVD 29 (07/19/86) 2164.1    (m)         7100.     (f) VERT ANG       
 FO1643
 FO1643.Superseded values are not recommended for survey control.
 FO1643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1643.See file dsdata.txt to determine how the superseded data were derived.
 FO1643
 FO1643_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBU3557890092(NAD 83)
 FO1643_MARKER: DD = SURVEY DISK
 FO1643_SETTING: 0 = UNSPECIFIED SETTING
 FO1643_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FO1643
 FO1643  HISTORY     - Date     Condition        Report By
 FO1643  HISTORY     - 1972     MONUMENTED       NMHD
 FO1643
 FO1643                          STATION DESCRIPTION
 FO1643
 FO1643'DESCRIBED BY NM HIGHWAY DEPT 1972 (RGL)
 FO1643'THE STATION IS LOCATED ABOUT 5 MILES SOUTHWEST OF GRANTS ON A HIGH
 FO1643'HILL, NEXT TO A CABLE TV. ANTENNA.
 FO1643'
 FO1643'TO REACH THE STATION FROM THE CITY HALL IN GRANTS, GO WEST ON
 FO1643'U.S. HIGHWAY 66 FOR 0.85 MILE TO THE JUNCTION OF U.S. HIGHWAY 66
 FO1643'AND STATE ROAD 53 SOUTH.  TRAVEL SOUTH ON STATE ROAD 53 FOR 1.0
 FO1643'MILE TO BLADED ROAD ON THE RIGHT.  GO WEST ON BLADED ROAD FOR 0.9
 FO1643'MILE TO FENCE LINE AND ROAD GOING SOUTH.  TAKE ROAD GOING SOUTH
 FO1643'THROUGH A TEXAS GATE AND CONTINUE ALONG EAST SIDE OF FENCE FOR
 FO1643'0.5 MILE TO A CATTLE GUARD AND GATE ON THE RIGHT.  GO THROUGH
 FO1643'THE CATTLE GUARD AND TAKE TRAILROAD TO THE LEFT.  CONTINUE ALONG
 FO1643'THE WESTSIDE OF THE FENCE FOR 0.2 MILE TO RANCH BUILDINGS AND
 FO1643'FORK IN THE ROAD.  TAKE THE RIGHT FORK FOR 0.4 MILE TO A FORK IN
 FO1643'ROAD.  TAKE THE RIGHT FORK AND TRAVEL FOR 0.4 MILE TO
 FO1643'THE TOP OF THE HILL AND THE STATION ON THE LEFT.
 FO1643'
 FO1643'THE STATION IS LOCATED ON TOP OF THE HIGHEST POINT, 30 FT. EAST
 FO1643'OF A 8X8 FT. BLOCK BUILDING AND 50 FT. EAST OF A CABLE TV. ANTENNA.
 FO1643'
 FO1643'THE MONUMENT IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 FO1643'BRASS DISK, STAMPED I-40-T2, AND IS SET IN CONCRETE FLUSH WITH
 FO1643'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1636 ***********************************************************************
 FO1636  DESIGNATION -  I40 TB
 FO1636  PID         -  FO1636
 FO1636  STATE/COUNTY-  NM/CIBOLA
 FO1636  USGS QUAD   -  GRANTS SE (1971)
 FO1636
 FO1636                         *CURRENT SURVEY CONTROL
 FO1636  ___________________________________________________________________
 FO1636* NAD 83(1992)-  35 07 14.87518(N)    107 49 42.25788(W)     ADJUSTED  
 FO1636* NAVD 88     -      1965.6    (meters)    6449.     (feet)  VERTCON   
 FO1636  ___________________________________________________________________
 FO1636  LAPLACE CORR-          -0.90  (seconds)                    DEFLEC99
 FO1636  GEOID HEIGHT-         -20.52  (meters)                     GEOID03
 FO1636
 FO1636  HORZ ORDER  -  SECOND
 FO1636
 FO1636.The horizontal coordinates were established by classical geodetic methods
 FO1636.and adjusted by the National Geodetic Survey in December 1993..
 FO1636
 FO1636.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1636.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1636
 FO1636.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1636
 FO1636.The geoid height was determined by GEOID03.
 FO1636
 FO1636;                    North         East     Units Scale Factor Converg.
 FO1636;SPC NM W     -   456,982.111   830,449.202   MT  0.99991667   +0 00 10.2
 FO1636;SPC NM W     - 1,499,282.14  2,724,565.42   sFT  0.99991667   +0 00 10.2
 FO1636;UTM  13      - 3,890,101.121   242,247.568   MT  1.00041886   -1 37 41.1
 FO1636
 FO1636!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1636!SPC NM W     -   0.99969478  x   0.99991667  =   0.99961147
 FO1636!UTM  13      -   0.99969478  x   1.00041886  =   1.00011351
 FO1636
 FO1636:                Primary Azimuth Mark                     Grid Az
 FO1636:SPC NM W     -  GRANTS                                   298 17 58.5
 FO1636:UTM  13      -  GRANTS                                   299 55 49.8
 FO1636
 FO1636|---------------------------------------------------------------------|
 FO1636| PID    Reference Object                     Distance      Geod. Az  |
 FO1636|                                                           dddmmss.s |
 FO1636| FO0856 GRANTS                              APPROX. 5.3 KM 2981808.7 |
 FO1636|---------------------------------------------------------------------|
 FO1636
 FO1636                          SUPERSEDED SURVEY CONTROL
 FO1636
 FO1636  NAD 83(1986)-  35 07 14.87617(N)    107 49 42.25946(W) AD(       ) 2
 FO1636  NAD 27      -  35 07 14.73821(N)    107 49 40.05781(W) AD(       ) 2
 FO1636  NGVD 29 (07/19/86) 1964.6    (m)         6446.     (f) VERT ANG       
 FO1636
 FO1636.Superseded values are not recommended for survey control.
 FO1636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1636.See file dsdata.txt to determine how the superseded data were derived.
 FO1636
 FO1636_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBU4224890101(NAD 83)
 FO1636_MARKER: DD = SURVEY DISK
 FO1636_SETTING: 0 = UNSPECIFIED SETTING
 FO1636_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FO1636
 FO1636  HISTORY     - Date     Condition        Report By
 FO1636  HISTORY     - 1972     MONUMENTED       NMHD
 FO1636
 FO1636                          STATION DESCRIPTION
 FO1636
 FO1636'DESCRIBED BY NM HIGHWAY DEPT 1972 (RGL)
 FO1636'THE STATION IS LOCATED ABOUT 3 MILES EAST OF GRANTS ON INTERSTATE
 FO1636'HIGHWAY 40.
 FO1636'
 FO1636'TO REACH THE STATION FROM THE CITY HALL IN GRANTS ON U.S. HIGHWAY
 FO1636'66, GO EAST FOR 2.0 MILES TO A RAILROAD OVERPASS.  CONTINUE ON
 FO1636'U.S. HIGHWAY 66 SOUTH FOR 1.0 MILE TO AN OVERPASS ACROSS INTERSTATE
 FO1636'HIGHWAY 40.  GO SOUTHEAST OF THE OVERPASS ON THE RAMP GOING INTO
 FO1636'THE EASTBOUND LANE OF INTERSTATE HIGHWAY 40 FOR 0.05 MILE TO THE
 FO1636'STATION ON THE RIGHT.
 FO1636'
 FO1636'THE STATION IS LOCATED ABOUT 75 FT. EAST OF A STANDARD GATE IN A
 FO1636'ROCK OUTCROPPING, AND ABOUT 1 FT. NORTH OF THE RIGHT OF WAY FENCE.
 FO1636'
 FO1636'THE MONUMENT IS A STANDARD NEW MEXICO STATE HIGHWAY COMMISSION
 FO1636'BRASS DISK, STAMPED I-40-TB, AND IS SET IN CONCRETE FLUSH WITH THE
 FO1636'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0691 ***********************************************************************
 CE0691  DESIGNATION -  IBC 3 ECC
 CE0691  PID         -  CE0691
 CE0691  STATE/COUNTY-  NM/DONA ANA
 CE0691  USGS QUAD   -  SMELTERTOWN (1994)
 CE0691
 CE0691                         *CURRENT SURVEY CONTROL
 CE0691  ___________________________________________________________________
 CE0691* NAD 83(1992)-  31 47 02.05155(N)    106 34 56.56073(W)     ADJUSTED  
 CE0691* NAVD 88     -      1257.2    (meters)    4125.     (feet)  VERTCON   
 CE0691  ___________________________________________________________________
 CE0691  LAPLACE CORR-           1.06  (seconds)                    DEFLEC99
 CE0691  GEOID HEIGHT-         -24.00  (meters)                     GEOID03
 CE0691
 CE0691  HORZ ORDER  -  FIRST
 CE0691
 CE0691.The horizontal coordinates were established by classical geodetic methods
 CE0691.and adjusted by the National Geodetic Survey in December 1993..
 CE0691
 CE0691.The NAVD 88 height was computed by applying the VERTCON shift value to
 CE0691.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CE0691
 CE0691.The Laplace correction was computed from DEFLEC99 derived deflections.
 CE0691
 CE0691.The geoid height was determined by GEOID03.
 CE0691
 CE0691;                    North         East     Units Scale Factor Converg.
 CE0691;SPC NM C     -    86,955.635   468,522.190   MT  0.99991222   -0 10 30.3
 CE0691;SPC NM C     -   285,286.95  1,537,143.22   sFT  0.99991222   -0 10 30.3
 CE0691;UTM  13      - 3,517,573.283   350,177.912   MT  0.99987684   -0 50 01.0
 CE0691
 CE0691!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CE0691!SPC NM C     -   0.99980640  x   0.99991222  =   0.99971863
 CE0691!UTM  13      -   0.99980640  x   0.99987684  =   0.99968326
 CE0691
 CE0691|---------------------------------------------------------------------|
 CE0691| PID    Reference Object                     Distance      Geod. Az  |
 CE0691|                                                           dddmmss.s |
 CE0691| CC6722 IBC 3 ECC RM 2                       22.159 METERS 00520     |
 CE0691| CE0684 EL PASO CROSS ON MOUNTAIN           APPROX. 3.5 KM 0835258.9 |
 CE0691| CE0689 IBC 3 ECC AZ MK                     APPROX. 1.2 KM 0843230.6 |
 CE0691| CE0666 BOUNDARY MON 3 MX US                 11.499 METERS 09545     |
 CE0691| CC6721 IBC 3 ECC RM 1                       13.393 METERS 28115     |
 CE0691|---------------------------------------------------------------------|
 CE0691
 CE0691                          SUPERSEDED SURVEY CONTROL
 CE0691
 CE0691  NAD 83(1986)-  31 47 02.05437(N)    106 34 56.56130(W) AD(       ) 1
 CE0691  NAD 27      -  31 47 01.66647(N)    106 34 54.61682(W) AD(       ) 1
 CE0691  NGVD 29 (07/19/86) 1256.7    (m)         4123.     (f) VERT ANG       
 CE0691
 CE0691.Superseded values are not recommended for survey control.
 CE0691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0691.See file dsdata.txt to determine how the superseded data were derived.
 CE0691
 CE0691_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR5017817573(NAD 83)
 CE0691_MARKER: DS = TRIANGULATION STATION DISK
 CE0691_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CE0691_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CE0691_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CE0691_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CE0691+STABILITY: SURFACE MOTION
 CE0691
 CE0691  HISTORY     - Date     Condition        Report By
 CE0691  HISTORY     - 1981     MONUMENTED       NGS
 CE0691
 CE0691                          STATION DESCRIPTION
 CE0691
 CE0691'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 (DCF)
 CE0691'THE STATION IS LOCATED ABOUT 4.8 KM (3 MI) NORTHWEST OF
 CE0691'THE CENTER OF EL PASO, TEXAS.
 CE0691'OWNERSHIP--INTERNATIONAL BOUNDARY AND WATER COMMISSION,
 CE0691'PERMISSION BY MR. FRANK WALKER, 4110 RIO BRAVO, EL PASO, TX
 CE0691'79902, TELEPHONE NUMBER 915-543-7380.
 CE0691'
 CE0691'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY
 CE0691'10 AND EXECUTIVE CENTER BOULEVARD, GO SOUTH ON EXECUTIVE
 CE0691'CENTER BOULEVARD FOR 0.6 KM (0.4 MI) TO THE JUNCTION OF US
 CE0691'HIGHWAY 85 (PAISANO STREET).  TURN RIGHT AND FOLLOW PAISANO
 CE0691'STREET FOR 1.7 KM (1.1 MI) TO ANAPRA EXIT, STATE ROUTE 273.
 CE0691'TAKE THIS EXIT, CROSS RIVER AND GO WEST ON STATE ROUTE 273 FOR
 CE0691'3.7 KM (2.3 MI) TO SAN MARTIN DE PORRAS CHURCH ON THE LEFT.
 CE0691'CONTINUE AHEAD ON 273 FOR 0.85 KM (0.5 MI) TO A FORK.  TAKE
 CE0691'THE LEFT FORK, THEN A RIGHT FORK AND GO WEST ON MEADOW
 CE0691'VISTA STREET FOR 0.85 KM (0.5 MI) TO A DIRT SIDE ROAD LEFT
 CE0691'ABOUT 100 FEET BEFORE REACHING THE END OF THE PAVED STREET.
 CE0691'TURN LEFT AND GO 0.08 KM (0.45 MI) TO A RAILROAD CROSSING.
 CE0691'CONTINUE AHEAD, SOUTHERLY ON MAIN ROAD FOR 1.05 KM (0.65 MI)
 CE0691'TO THE TOP OF MESA AND A T-ROAD JUNCTION.  BEAR LEFT AND
 CE0691'FOLLOW TRACK ROAD SOUTH, EAST AND NORTH ALONG THE RIM OF
 CE0691'MESA FOR 1.5 KM (0.9 MI) TO A GAP IN THE FENCE LINE.  BEAR
 CE0691'LEFT, PASSING THROUGH GAP, THEN TURN RIGHT AND GO EASTERLY
 CE0691'ALONG THE FENCE FOR 0.6 KM (0.4 MI) TO
 CE0691'THE STATION.
 CE0691'
 CE0691'THE STATION IS A STANDARD NGS DISK
 CE0691'STAMPED---IBC 3 ECC 1980---,
 CE0691'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 CE0691'PROJECTING 7.5 CM ABOVE THE GROUND.  IT IS LOCATED
 CE0691'18.5 METERS (55.7 FT) SOUTH-SOUTHEAST FROM THE CENTER OF A GRAVEL
 CE0691'ROAD,
 CE0691'16.3 METERS (53.4 FT) WEST-SOUTHWEST FROM THE EDGE OF THE MESA
 CE0691'RIM, AND
 CE0691'10.5 METERS (34.4 FT) WEST FROM THE CORNER POST OF A DOWN FENCE
 CE0691'LINE.
 CE0691'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 CE0691'STAMPED---IBC 3 ECC 1980---,
 CE0691'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 CE0691'
 CE0691'REFERENCE MARK NUMBER 01 IS A STANDARD NGS DISK
 CE0691'STAMPED---IBC 3 ECC NO 1 1980---,
 CE0691'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 CE0691'PROJECTING 9 CM ABOVE THE GROUND.  IT IS LOCATED
 CE0691'27.2 METERS (9.0 FT) WEST FROM THE CORNER POST OF A DOWN FENCE
 CE0691'LINE AND
 CE0691'23.7 METERS (7.8 FT) SOUTH-SOUTHEAST FROM THE CENTER OF A GRAVEL
 CE0691'ROAD.
 CE0691'MARK IS LEVEL WITH STATION.
 CE0691'
 CE0691'REFERENCE MARK NUMBER 02 IS A STANDARD NGS DISK
 CE0691'STAMPED---IBC 3 ECC NO 2 1980---,
 CE0691'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 CE0691'PROJECTING 3 CM ABOVE THE GROUND.  IT IS LOCATED
 CE0691'24.7 METERS (81.0 FT) WEST-SOUTHWEST FROM THE CORNER POST OF A
 CE0691'DOWN FENCE LINE,
 CE0691'12.7 METERS (41.5 FT) WEST-SOUTHWEST FROM THE EDGE OF THE MESA
 CE0691'RIM, AND
 CE0691'5.03 METERS (16.5 FT) NORTH-NORTHWEST FROM THE CENTER OF A GRAVEL
 CE0691'ROAD.
 CE0691'MARK IS LEVEL WITH STATION.
 CE0691'
 CE0691'US MEX BDRY MON 3 1893 IS A CONCRETE OBELISK 12 FEET
 CE0691'HIGH AND ON A 4-FOOT BASE.
 CE0691'IT IS LOCATED
 CE0691'3.9 METERS (12.8 FT) WEST-SOUTHWEST FROM THE NORTHEAST EDGE OF
 CE0691'THE MESA AND
 CE0691'3.7 METERS (12.0 FT) SOUTHEAST FROM THE CENTER OF A DIRT ROAD.
 CE0691'MARK IS ABOVE STATION 3.6 METERS.
 CE0691'
 CE0691'AZIMUTH MARK NUMBER 01 IS A STANDARD NGS DISK
 CE0691'STAMPED---IBC 3 ECC 1980---,
 CE0691'SET INTO A DRILL HOLE IN A CONCRETE SLAB 4 METERS ON LARGEST
 CE0691'DIMENSION.
 CE0691'IT IS LOCATED
 CE0691'35.1 METERS (115.1 FT) SOUTHWEST FROM THE SOUTHWEST RAILROAD
 CE0691'TRACK,
 CE0691'9.8 METERS (32.2 FT) NORTHEAST FROM THE CENTER OF A GRAVEL ROAD,
 CE0691'2.85 METERS (9.35 FT) NORTHWEST FROM THE SOUTHEAST EDGE OF THE
 CE0691'CONCRETE SLAB, AND
 CE0691'0.82 METER (2.7 FT) SOUTHEAST FROM THE NORTHWEST EDGE OF THE
 CE0691'CONCRETE SLAB.
 CE0691'TO REACH AZIMUTH MARK FROM THE
 CE0691'INTERSECTION OF STATE ROUTE 273 AND POSEY STREET, GO
 CE0691'SOUTHWESTERLY ON POSEY STREET FOR 3.6 KM (2.25 MI) TO THE
 CE0691'MARK ON THE RIGHT.
 CE0691'
 CE0691'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0689 ***********************************************************************
 CE0689  DESIGNATION -  IBC 3 ECC AZ MK
 CE0689  PID         -  CE0689
 CE0689  STATE/COUNTY-  NM/DONA ANA
 CE0689  USGS QUAD   -  SMELTERTOWN (1994)
 CE0689
 CE0689                         *CURRENT SURVEY CONTROL
 CE0689  ___________________________________________________________________
 CE0689* NAD 83(1992)-  31 47 05.75339(N)    106 34 11.17742(W)     ADJUSTED  
 CE0689* NAVD 88     -      1172.8    (meters)    3848.     (feet)  VERTCON   
 CE0689  ___________________________________________________________________
 CE0689  LAPLACE CORR-           0.95  (seconds)                    DEFLEC99
 CE0689  GEOID HEIGHT-         -23.98  (meters)                     GEOID03
 CE0689
 CE0689  HORZ ORDER  -  SECOND
 CE0689
 CE0689.The horizontal coordinates were established by classical geodetic methods
 CE0689.and adjusted by the National Geodetic Survey in December 1993..
 CE0689.No horizontal observational check was made to the station.
 CE0689
 CE0689.The NAVD 88 height was computed by applying the VERTCON shift value to
 CE0689.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CE0689
 CE0689.The Laplace correction was computed from DEFLEC99 derived deflections.
 CE0689
 CE0689.The geoid height was determined by GEOID03.
 CE0689
 CE0689;                    North         East     Units Scale Factor Converg.
 CE0689;SPC NM C     -    87,066.065   469,716.426   MT  0.99991131   -0 10 06.4
 CE0689;SPC NM C     -   285,649.25  1,541,061.31   sFT  0.99991131   -0 10 06.4
 CE0689;UTM  13      - 3,517,669.976   351,373.293   MT  0.99987244   -0 49 37.2
 CE0689
 CE0689!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CE0689!SPC NM C     -   0.99981964  x   0.99991131  =   0.99973097
 CE0689!UTM  13      -   0.99981964  x   0.99987244  =   0.99969211
 CE0689
 CE0689                          SUPERSEDED SURVEY CONTROL
 CE0689
 CE0689  NAD 83(1986)-  31 47 05.75613(N)    106 34 11.17798(W) AD(       ) 2
 CE0689  NAD 27      -  31 47 05.36737(N)    106 34 09.23459(W) AD(       ) 2
 CE0689  NGVD 29 (07/19/86) 1172.3    (m)         3846.     (f) VERT ANG       
 CE0689
 CE0689.Superseded values are not recommended for survey control.
 CE0689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0689.See file dsdata.txt to determine how the superseded data were derived.
 CE0689
 CE0689_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR5137317670(NAD 83)
 CE0689_MARKER: DZ = AZIMUTH MARK DISK
 CE0689_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 CE0689+WITH SETTING: PAVEMENT
 CE0689_MAGNETIC: N = NO MAGNETIC MATERIAL
 CE0689_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CE0689+STABILITY: SURFACE MOTION
 CE0689_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CE0689+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2003
 CE0689
 CE0689  HISTORY     - Date     Condition        Report By
 CE0689  HISTORY     - 1981     MONUMENTED       NGS
 CE0689  HISTORY     - 20030622 GOOD             NGS
 CE0689
 CE0689                          STATION DESCRIPTION
 CE0689
 CE0689'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 (DCF)
 CE0689'THE STATION IS LOCATED ABOUT 4.0 KM (2.5 MI) NORTHWEST OF
 CE0689'THE CENTER OF EL PASO, TEXAS AND ON RAILROAD PROPERTY.
 CE0689'OWNERSHIP--INTERNATIONAL BOUNDARY AND WATER COMMISSION,
 CE0689'PERMISSION WAS OBTAINED FROM
 CE0689'MR. FRANK WALKER, 4110 RIO BRAVO, EL PASO, TX 79902,
 CE0689'TELEPHONE NUMBER 915-543-7380.
 CE0689'
 CE0689'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE
 CE0689'HIGHWAY 10 AND EXECUTIVE CENTER BOULEVARD, GO SOUTH ON
 CE0689'EXECUTIVE BOULEVARD FOR 0.6 KM (0.4 MI) TO THE JUNCTION
 CE0689'OF US HIGHWAY 85 (PAISANO STREET).  TURN RIGHT AND FOLLOW
 CE0689'PAISANO STREET FOR 1.7 KM (1.05 MI) TO THE ANAPRA EXIT
 CE0689'(STATE ROUTE 273).  TAKE THIS EXIT CROSS RIVER AND GO WEST
 CE0689'ON STATE ROUTE 273 1.6 KM (1.0 MI) TO A DIRT ROAD LEFT.
 CE0689'TURN LEFT AND SOUTHWEST ON THE DIRT ROAD FOR 2 KM (1.25 MI)
 CE0689'TO THE MARK ON THE RIGHT ACROSS THE RAILROAD TRACKS.
 CE0689'
 CE0689'THE STATION IS A STANDARD NGS AZIMUTH MARK DISK
 CE0689'STAMPED---IBC 3 ECC 1980---,
 CE0689'SET INTO A DRILL HOLE IN A CONCRETE SLAB 4 METERS ON THE
 CE0689'LARGEST DIMENSION.
 CE0689'IT IS LOCATED
 CE0689'35.1 METERS (115.1 FT) SOUTHWEST FROM THE SOUTHWEST RAILROAD
 CE0689'TRACK,
 CE0689'9.8 METERS (32.2 FT) NORTHEAST FROM THE CENTER OF A GRAVEL ROAD,
 CE0689'2.85 METERS (9.35 FT) NORTHWEST FROM THE SOUTHEAST EDGE OF THE
 CE0689'CONCRETE SLAB, AND
 CE0689'0.82 METER (2.7 FT) SOUTHEAST FROM THE NORTHWEST EDGE OF THE
 CE0689'CONCRETE SLAB.
 CE0689'
 CE0689'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.4 METERS.
 CE0689
 CE0689                          STATION RECOVERY (2003)
 CE0689
 CE0689'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (DW)
 CE0689'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM1068 ***********************************************************************
 FM1068  DESIGNATION -  ICE
 FM1068  PID         -  FM1068
 FM1068  STATE/COUNTY-  NM/HARDING
 FM1068  USGS QUAD   -  SABINO (1973)
 FM1068
 FM1068                         *CURRENT SURVEY CONTROL
 FM1068  ___________________________________________________________________
 FM1068* NAD 83(1992)-  35 53 46.45262(N)    103 59 55.79877(W)     ADJUSTED  
 FM1068* NAVD 88     -      1698.5    (meters)    5572.     (feet)  VERTCON   
 FM1068  ___________________________________________________________________
 FM1068  LAPLACE CORR-          -3.45  (seconds)                    DEFLEC99
 FM1068  GEOID HEIGHT-         -20.26  (meters)                     GEOID03
 FM1068
 FM1068  HORZ ORDER  -  SECOND
 FM1068
 FM1068.The horizontal coordinates were established by classical geodetic methods
 FM1068.and adjusted by the National Geodetic Survey in December 1993..
 FM1068
 FM1068.The NAVD 88 height was computed by applying the VERTCON shift value to
 FM1068.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FM1068
 FM1068.The Laplace correction was computed from DEFLEC99 derived deflections.
 FM1068
 FM1068.The geoid height was determined by GEOID03.
 FM1068
 FM1068;                    North         East     Units Scale Factor Converg.
 FM1068;SPC NM E     -   543,057.303   195,196.553   MT  0.99992032   +0 11 46.1
 FM1068;SPC NM E     - 1,781,680.50    640,407.36   sFT  0.99992032   +0 11 46.1
 FM1068;UTM  13      - 3,972,902.565   590,352.308   MT  0.99970059   +0 35 13.4
 FM1068
 FM1068!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FM1068!SPC NM E     -   0.99973668  x   0.99992032  =   0.99965702
 FM1068!UTM  13      -   0.99973668  x   0.99970059  =   0.99943734
 FM1068
 FM1068:                Primary Azimuth Mark                     Grid Az
 FM1068:SPC NM E     -  MOSQUERO MUNICIPAL TANK                  163 39 07.5
 FM1068:UTM  13      -  MOSQUERO MUNICIPAL TANK                  163 15 40.2
 FM1068
 FM1068|---------------------------------------------------------------------|
 FM1068| PID    Reference Object                     Distance      Geod. Az  |
 FM1068|                                                           dddmmss.s |
 FM1068| FM1064 MOSQUERO MUNICIPAL TANK             APPROX.13.8 KM 1635053.6 |
 FM1068| CJ7535 ICE RM 1                              5.880 METERS 16638     |
 FM1068| CJ7536 ICE RM 2                             15.274 METERS 26624     |
 FM1068| CJ7534 ICE AZ MK                                          3585010.2 |
 FM1068|---------------------------------------------------------------------|
 FM1068
 FM1068                          SUPERSEDED SURVEY CONTROL
 FM1068
 FM1068  NAD 83(1986)-  35 53 46.46099(N)    103 59 55.79604(W) AD(       ) 2
 FM1068  NAD 27      -  35 53 46.33070(N)    103 59 53.89510(W) AD(       ) 2
 FM1068  NGVD 29 (07/19/86) 1697.7    (m)         5570.     (f) VERT ANG       
 FM1068
 FM1068.Superseded values are not recommended for survey control.
 FM1068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM1068.See file dsdata.txt to determine how the superseded data were derived.
 FM1068
 FM1068_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEV9035272903(NAD 83)
 FM1068_MARKER: DS = TRIANGULATION STATION DISK
 FM1068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM1068
 FM1068  HISTORY     - Date     Condition        Report By
 FM1068  HISTORY     - 1960     MONUMENTED       CGS
 FM1068
 FM1068                          STATION DESCRIPTION
 FM1068
 FM1068'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (HWK)
 FM1068'THE STATION IS APPROXIMATELY 11 MILES EAST AND 3-1/4 MILES
 FM1068'SOUTH OF ROY AND 8 MILES NORTH AND 2 MILES WEST OF MOSQUERO.
 FM1068'IN THE NORTHWEST QUARTER OF SECTION 8 T 19 N, R 28 E.
 FM1068'
 FM1068'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 120
 FM1068'AND 39 IN ROY, GO SOUTHEAST ON HIGHWAY 39 FOR 2.5 MILES TO A
 FM1068'SIDE ROAD LEFT AND A SIGN HEIMANN RANCH.  TURN LEFT, EAST,
 FM1068'ON GRADED ROAD FOR 9.3 MILES TO A CROSSROAD AND CATTLE GUARD.
 FM1068'CROSS CATTLE GUARD AND CONTINUE EAST AND SOUTH FOR 1.2 MILES
 FM1068'TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE SOUTH FOR 0.6
 FM1068'MILES TO THE CROSSROAD.  CONTINUE SOUTH FOR 0.1 MILE TO THE
 FM1068'STATION ON THE LEFT.
 FM1068'
 FM1068'STATION MARKS ARE STANDARD DISKS STAMPED ICE 1960, THE SURFACE
 FM1068'DISK IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 1 INCH.
 FM1068'IT IS 30 FEET EAST OF THE CENTER OF A TRACK ROAD, 5.5 FEET
 FM1068'NORTHWEST OF A STANDARD METAL WITNESS POST AND 5 FEET WEST
 FM1068'OF A FENCE.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS
 FM1068'OF CONCRETE 34 INCHES BELOW THE SURFACE OF THE GROUND.
 FM1068'
 FM1068'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED ICE NO. 1 1960,
 FM1068'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.
 FM1068'IT IS 35 FEET EAST OF THE CENTER OF THE TRACK ROAD, 16 FEET
 FM1068'SOUTH OF THE STANDARD METAL WITNESS POST AND 0.5 FOOT WEST
 FM1068'OF A FENCE.
 FM1068'
 FM1068'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED ICE NO. 2 1960,
 FM1068'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.  IT
 FM1068'IS 20 FEET WEST OF THE CENTER OF THE TRACK ROAD AND 0.5 FOOT
 FM1068'EAST OF A FENCE.
 FM1068'
 FM1068'AZIMUTH MARK, A STANDARD DISK STAMPED ICE 1960, IS SET IN A
 FM1068'SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS 17 FEET
 FM1068'WEST OF THE CENTER OF A GRAVEL ROAD, 2.5 FEET SOUTH OF A METAL
 FM1068'WITNESS POST AND 0.5 FOOT EAST OF A FENCE.
 FM1068'
 FM1068'NOTE.  REFERENCE MARKS WERE MEASURED WITH 5 KG TAPE TENSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS1175 ***********************************************************************
 DS1175  DESIGNATION -  IDA
 DS1175  PID         -  DS1175
 DS1175  STATE/COUNTY-  NM/OTERO
 DS1175  USGS QUAD   -  BITTER CREEK (1981)
 DS1175
 DS1175                         *CURRENT SURVEY CONTROL
 DS1175  ___________________________________________________________________
 DS1175* NAD 83(1992)-  33 13 07.29170(N)    106 14 41.18073(W)     ADJUSTED  
 DS1175* NAVD 88     -      1272.     (meters)    4173.     (feet)  VERTCON   
 DS1175  ___________________________________________________________________
 DS1175  LAPLACE CORR-           3.51  (seconds)                    DEFLEC99
 DS1175  GEOID HEIGHT-         -22.72  (meters)                     GEOID03
 DS1175
 DS1175  HORZ ORDER  -  FIRST
 DS1175
 DS1175.The horizontal coordinates were established by classical geodetic methods
 DS1175.and adjusted by the National Geodetic Survey in December 1993..
 DS1175
 DS1175.The NAVD 88 height was computed by applying the VERTCON shift value to
 DS1175.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DS1175
 DS1175.The Laplace correction was computed from DEFLEC99 derived deflections.
 DS1175
 DS1175.The geoid height was determined by GEOID03.
 DS1175
 DS1175;                    North         East     Units Scale Factor Converg.
 DS1175;SPC NM C     -   246,003.488   500,487.276   MT  0.99990000   +0 00 10.3
 DS1175;SPC NM C     -   807,096.44  1,642,015.34   sFT  0.99990000   +0 00 10.3
 DS1175;UTM  13      - 3,676,221.964   384,002.586   MT  0.99976590   -0 40 55.2
 DS1175
 DS1175!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS1175!SPC NM C     -   0.99980396  x   0.99990000  =   0.99970398
 DS1175!UTM  13      -   0.99980396  x   0.99976590  =   0.99956991
 DS1175
 DS1175:                Primary Azimuth Mark                     Grid Az
 DS1175:SPC NM C     -  CURTIS                                   047 39 58.0
 DS1175:UTM  13      -  CURTIS                                   048 21 03.5
 DS1175
 DS1175|---------------------------------------------------------------------|
 DS1175| PID    Reference Object                     Distance      Geod. Az  |
 DS1175|                                                           dddmmss.s |
 DS1175| DS1149 CURTIS                              APPROX.16.3 KM 0474008.3 |
 DS1175| DS0395 SHRIKE                               15.677 METERS 05306     |
 DS1175| CD3034 IDA RM 1                             27.649 METERS 25713     |
 DS1175| CD3035 IDA RM 2                             10.828 METERS 35415     |
 DS1175|---------------------------------------------------------------------|
 DS1175
 DS1175                          SUPERSEDED SURVEY CONTROL
 DS1175
 DS1175  NAD 83(1986)-  33 13 07.29876(N)    106 14 41.18349(W) AD(       ) 1
 DS1175  NAD 27      -  33 13 07.01040(N)    106 14 39.18929(W) AD(       ) 1
 DS1175  NGVD 29 (07/19/86) 1271.     (m)         4170.     (f) VERT ANG       
 DS1175
 DS1175.Superseded values are not recommended for survey control.
 DS1175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS1175.See file dsdata.txt to determine how the superseded data were derived.
 DS1175
 DS1175_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS8400376222(NAD 83)
 DS1175_MARKER: DS = TRIANGULATION STATION DISK
 DS1175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS1175_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DS1175
 DS1175  HISTORY     - Date     Condition        Report By
 DS1175  HISTORY     - 1967     MONUMENTED       CGS
 DS1175
 DS1175                          STATION DESCRIPTION
 DS1175
 DS1175'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (JWC)
 DS1175'THE STATION IS ABOUT 16-1/2 MILES NORTHWEST OF TULAROSA, 12 MILES
 DS1175'SOUTHWEST OF THREE RIVERS, 6 MILES EAST OF THE SIERRA-OTERO COUNTY
 DS1175'LINE, IN A SMALL CLEARING AND ON THE DESERT FLOOR.
 DS1175'
 DS1175'TO REACH THE STATION FROM THE POST OFFICE IN TULAROSA, GO WEST ON
 DS1175'STATE HIGHWAY 52 FOR 1.25 MILES TO A T-JUNCTION JUST AFTER CROSSING
 DS1175'RAILROAD TRACKS.  TURN RIGHT AND GO NORTH ON GRAVELED ROAD FOR 0.3
 DS1175'MILE TO WHERE THE MAIN ROAD TURNS TO THE WEST, TURN LEFT AND
 DS1175'FOLLOW MAIN GRAVELED ROAD WEST FOR 6.4 MILES TO A CROSSROADS AND A
 DS1175'GUARD SHACK ON THE LEFT.  TURN LEFT AND GO NORTH ON GRAVELED
 DS1175'ROAD FOR 11.0 MILES TO BENCH MARK W 238 1952 ON THE RIGHT.  TO
 DS1175'REACH THE STATION FROM THIS POINT CONTINUE NORTH FOR 1.0 MILE TO
 DS1175'THE STATION ON THE LEFT.
 DS1175'
 DS1175'THE STATION MARK IS A STANDARD DISK, STAMPED IDA 1967, SET IN THE
 DS1175'TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT PROJECTS
 DS1175'4 INCHES ABOVE THE GROUND.  IT IS 133 FEET WEST-SOUTHWEST OF THE
 DS1175'CENTERLINE OF A GRAVELED ROAD, 50.5 FEET SOUTHWEST OF A WOODEN
 DS1175'WITNESS POST AND 8.1 FEET NORTHWEST OF A METAL WITNESS POST.
 DS1175'
 DS1175'REFERENCE MARK 1 IS A BRONZE DISK, OF THE WHITE SANDS PROVING
 DS1175'GROUNDS, STAMPED SHRIKE NO 1, SET IN THE TOP OF A ROUND CONCRETE
 DS1175'POST, 12 INCHES IN DIAMETER, THAT PROJECTS 4 INCHES ABOVE THE
 DS1175'GROUND.  IT IS 98.4 FEET NORTH-NORTHWEST OF THE METAL WITNESS
 DS1175'POST, 75.3 FEET NORTHWEST OF THE WOODEN WITNESS POST, 65.0
 DS1175'FEET SOUTHWEST OF THE CENTERLINE OF THE GRAVELED ROAD AND IS
 DS1175'ABOUT THE SAME ELEVATION AS THE STATION.
 DS1175'
 DS1175'REFERENCE MARK 2 IS A BRONZE DISK, OF THE WHITE SANDS PROVING
 DS1175'GROUNDS, STAMPED SHRIKE NO 2, SET IN THE TOP OF A ROUND CONCRETE
 DS1175'POST, 12 INCHES IN DIAMETER, THAT PROJECTS 3 INCHES ABOVE THE
 DS1175'GROUND.  IT IS 168 FEET SOUTHWEST OF THE CENTERLINE OF THE
 DS1175'GRAVELED ROAD, 83.7 FEET SOUTHWEST OF THE WOODEN WITNESS POST,
 DS1175'40.0 FEET WEST OF THE METAL WITNESS POST AND ABOUT THE SAME
 DS1175'ELEVATION AS THE STATION.
 DS1175'
 DS1175'BENCH MARK W 238 IS A STANDARD DISK, STAMPED W 238 1952, SET IN THE
 DS1175'TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT PROJECTS
 DS1175'3 INCHES ABOVE THE GROUND.  IT IS 170.0 FEET SOUTH-SOUTHEAST OF
 DS1175'TELEPHONE LINE POLE NO. 238, 55.0 FEET NORTH OF THE CENTERLINE OF
 DS1175'THE GRAVELED ROAD AND 2.3 FEET SOUTHEAST OF A WOODEN WITNESS POST.
 DS1175'
 DS1175'STATION SHRIKE IS AN ALUMINUM DISK, OF THE HOLLOMAN AIR FORCE BASE,
 DS1175'STAMPED SHRIKE INST. H.A.F.B. 1952, SET IN THE TOP OF A ROUND
 DS1175'CONCRETE POST, 12 INCHES IN DIAMETER, THAT PROJECTS 2 INCHES ABOVE
 DS1175'THE GROUND.  IT IS 83 FEET SOUTHWEST OF THE CENTERLINE OF
 DS1175'THE GRAVELED ROAD, 49.0 FEET NORTHEAST OF THE METAL WITNESS POST,
 DS1175'1.5 FEET SOUTH OF THE WOODEN WITNESS POST AND ABOUT THE SAME
 DS1175'ELEVATION AS TRIANGULATION STATION IDA.
 DS1175'
 DS1175'THE REFERENCE MARKS WERE ORIGINALLY SET FOR TRIANGULATION STATION
 DS1175'SHRIKE H.A.F.B. AND ARE ALSO BEING USED FOR THE NEWLY ESTABLISHED
 DS1175'TRIANGULATION STATION IDA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0224 ***********************************************************************
 EP0224  DESIGNATION -  IDEN
 EP0224  PID         -  EP0224
 EP0224  STATE/COUNTY-  NM/GUADALUPE
 EP0224  USGS QUAD   -  VAUGHN (1978)
 EP0224
 EP0224                         *CURRENT SURVEY CONTROL
 EP0224  ___________________________________________________________________
 EP0224* NAD 83(1992)-  34 33 07.58991(N)    105 07 54.16178(W)     ADJUSTED  
 EP0224* NAVD 88     -      1774.581  (meters)    5822.10   (feet)  ADJUSTED  
 EP0224  ___________________________________________________________________
 EP0224  LAPLACE CORR-          -6.39  (seconds)                    DEFLEC99
 EP0224  GEOID HEIGHT-         -21.15  (meters)                     GEOID03
 EP0224  DYNAMIC HT  -        1772.087 (meters)    5813.92  (feet)  COMP
 EP0224  MODELED GRAV-     979,166.2   (mgal)                       NAVD 88
 EP0224
 EP0224  HORZ ORDER  -  FIRST
 EP0224  VERT ORDER  -  FIRST     CLASS II
 EP0224
 EP0224.The horizontal coordinates were established by classical geodetic methods
 EP0224.and adjusted by the National Geodetic Survey in December 1993..
 EP0224
 EP0224.The orthometric height was determined by differential leveling
 EP0224.and adjusted by the National Geodetic Survey in June 1991..
 EP0224
 EP0224.The Laplace correction was computed from DEFLEC99 derived deflections.
 EP0224
 EP0224.The geoid height was determined by GEOID03.
 EP0224
 EP0224.The dynamic height is computed by dividing the NAVD 88
 EP0224.geopotential number by the normal gravity value computed on the
 EP0224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EP0224.degrees latitude (g = 980.6199 gals.).
 EP0224
 EP0224.The modeled gravity was interpolated from observed gravity values.
 EP0224
 EP0224;                    North         East     Units Scale Factor Converg.
 EP0224;SPC NM E     -   394,184.779    91,728.415   MT  0.99997524   -0 27 10.2
 EP0224;SPC NM E     - 1,293,254.56    300,945.64   sFT  0.99997524   -0 27 10.2
 EP0224;UTM  13      - 3,823,383.288   487,915.972   MT  0.99960180   -0 04 28.9
 EP0224
 EP0224!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EP0224!SPC NM E     -   0.99972483  x   0.99997524  =   0.99970008
 EP0224!UTM  13      -   0.99972483  x   0.99960180  =   0.99932674
 EP0224
 EP0224:                Primary Azimuth Mark                     Grid Az
 EP0224:SPC NM E     -  LOS ANGELES AMARILLO AY BN 81A           042 13 26.7
 EP0224:UTM  13      -  LOS ANGELES AMARILLO AY BN 81A           041 50 45.4
 EP0224
 EP0224|---------------------------------------------------------------------|
 EP0224| PID    Reference Object                     Distance      Geod. Az  |
 EP0224|                                                           dddmmss.s |
 EP0224| FN0496 LOS ANGELES AMARILLO AY BN 81A      APPROX.86.0 KM 0414616.5 |
 EP0224| EP0225 IDEN RM 1                            31.623 METERS 05317     |
 EP0224| EP0223 S 4                                 177.250 METERS 16238     |
 EP0224| EP0589 VAUGHN WATER TANK                   APPROX. 7.8 KM 3081757.4 |
 EP0224| CJ7540 IDEN AZ MK                                         3140013.8 |
 EP0224| EP0226 IDEN RM 2                            23.750 METERS 32343     |
 EP0224|---------------------------------------------------------------------|
 EP0224
 EP0224                          SUPERSEDED SURVEY CONTROL
 EP0224
 EP0224  NAD 83(1986)-  34 33 07.59600(N)    105 07 54.16110(W) AD(       ) 1
 EP0224  NAD 27      -  34 33 07.34200(N)    105 07 52.16500(W) AD(       ) 1
 EP0224  NGVD 29 (??/??/92) 1773.802  (m)         5819.55   (f) ADJ UNCH    1 2
 EP0224
 EP0224.Superseded values are not recommended for survey control.
 EP0224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EP0224.See file dsdata.txt to determine how the superseded data were derived.
 EP0224
 EP0224_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDU8791623383(NAD 83)
 EP0224_MARKER: DS = TRIANGULATION STATION DISK
 EP0224_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EP0224_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EP0224_STAMPING: IDEN 1934
 EP0224_MARK LOGO: CGS   
 EP0224_MAGNETIC: N = NO MAGNETIC MATERIAL
 EP0224_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EP0224+STABILITY: SURFACE MOTION
 EP0224
 EP0224  HISTORY     - Date     Condition        Report By
 EP0224  HISTORY     - 1934     MONUMENTED       CGS
 EP0224  HISTORY     - 1958     SEE DESCRIPTION  CGS
 EP0224  HISTORY     - 1958     GOOD             NGS
 EP0224  HISTORY     - 1963     GOOD             USAF
 EP0224  HISTORY     - 1966     GOOD             AMS
 EP0224  HISTORY     - 1969     GOOD             USAF
 EP0224  HISTORY     - 19780824 GOOD             NGS
 EP0224  HISTORY     - 1983     GOOD             NGS
 EP0224
 EP0224                          STATION DESCRIPTION
 EP0224
 EP0224'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 EP0224'THE STATION IS 5 MILES AIR LINE SOUTHEAST OF VAUGHN, ABOUT
 EP0224'100 YARDS NORTHWEST OF IDEN MAINTENANCE STATION, 53 FEET
 EP0224'SOUTHEAST OF THE CENTER LINE OF U.S. HIGHWAY 60, AND 31 FEET
 EP0224'NORTHEAST OF THE NORTHEAST RIGHT-OF-WAY FENCE OF THE ATCHISON,
 EP0224'TOPEKA AND SANTA FE RAILWAY.  TO REACH FROM THE ATCHISON,
 EP0224'TOPEKA AND SANTA FE RAILWAY STATION IN EAST VAUGHN, GO EAST
 EP0224'5.6 MILES ON U.S. HIGHWAY 60 TO THE IDEN MAINTENANCE STATION
 EP0224'ON THE SANTA FE RAILWAY.  THE STATION, UNDERGROUND, AZIMUTH,
 EP0224'AND REFERENCE MARKS ARE STANDARD DISKS SET IN CONCRETE.
 EP0224'REFERENCE MARK NO. 1 IS 51
 EP0224'FEET NORTHEAST OF THE CENTER LINE OF U.S. HIGHWAY 60, AND
 EP0224'103.75 FEET (SLOPE) FROM STATION N 53 DEG 17 MIN E
 EP0224'AND NO. 2 IS 50 FEET SOUTHWEST OF THE CENTER LINE OF
 EP0224'U.S. HIGHWAY 60 AND 23.750 METERS (77.92 FEET) (SLOPE)
 EP0224'FROM STATION N 36 DEG 17 MIN W.  THE AZIMUTH MARK IS
 EP0224'ON THE SECOND RISE FROM STATION, 44 FEET NORTHEAST OF
 EP0224'THE CENTER LINE OF U.S.  HIGHWAY 60, AND ABOUT 0.5 MILE
 EP0224'(SPEEDOMETER) FROM STATION N 46 DEG 00 MIN W.
 EP0224'BENCH MARK S 4 MAY ALSO BE USED AS AN AZIMUTH MARK.
 EP0224
 EP0224                          STATION RECOVERY (1958)
 EP0224
 EP0224'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (RE)
 EP0224'THIS AZIMUTH MARK WAS FOUND ON TOP OF THE GROUND, THE DISK
 EP0224'WAS RECOVERED.
 EP0224
 EP0224                          STATION RECOVERY (1958)
 EP0224
 EP0224'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 EP0224'5 MI SE FROM VAUGHN.
 EP0224'ABOUT 5 MILES SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 EP0224'RAILWAY FROM THE STATION AT VAUGHN, ABOUT 0.45 MILE NORTHWEST OF
 EP0224'MILEPOST 782, 128 FEET NORTHEAST OF THE NEAR RAIL, 104 FEET SOUTHWEST
 EP0224'OF IDEN R.M. 1, 77 FEET SOUTHEAST OF IDEN R.M. 2, 53 FEET SOUTHWEST OF
 EP0224'THE CENTER LINE OF A TRACK ROAD, ABOUT 2 FEET ABOVE THE LEVEL OF THE
 EP0224'TRACK, AND IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 EP0224
 EP0224                          STATION RECOVERY (1963)
 EP0224
 EP0224'RECOVERY NOTE BY US AIR FORCE 1963
 EP0224'STATION FOUND IN GOOD CONDITION. DESCRIPTION IS INADEQUATE
 EP0224'BECAUSE SEVERAL DIRT ROADS LEADING TO THE STATION ARE NO
 EP0224'LONGER IN EXISTENCE.
 EP0224'
 EP0224'TO REACH THE STATION FROM THE A.T. AND SF RAILWAY DEPORT IN
 EP0224'EAST VAUGHN, GO SOUTHEASTERLY 2.0 MILES TO FORK IN HIGHWAY,
 EP0224'U.S. 60 AND U.S. 285.  TAKE LEFT FORK, U.S. 60 AND GO EAST
 EP0224'FOR 0.1 MILE TO TRAIL ROAD RIGHT, SOUTH, AT BASE OF HIGHWAY
 EP0224'BRIDGE OVERPASS.  TURN RIGHT, SOUTHERLY, AND GO 5.2 MILES ON
 EP0224'DIRT ROAD TO CATTLE GUARD AND RAILWAY BRIDGE UNDERPASS ON
 EP0224'LEFT.  GO ACROSS CATTLE GUARD AND IMMEDIATELY TURN LEFT AND
 EP0224'PASS UNDER RAILWAY BRIDGE UNDERPASS TO FENCE GATE.  PASS THRU
 EP0224'FENCE GATE AND IMMEDIATELY TURN LEFT, NORTHERLY, AND FOLLOW
 EP0224'DIRT TRAIL ROAD FOR 1.2 MILES TO STATION ON LEFT OF TRAIL
 EP0224'ROAD.
 EP0224
 EP0224                          STATION RECOVERY (1966)
 EP0224
 EP0224'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1966 (TAP)
 EP0224'TO REACH FROM THE POST OFFICE IN EAST VAUGHN, GO EAST ON US HIGHWAYS
 EP0224'54, 60 AND 285 FOR 0.7 MILES TO A JUNCTION, BEAR LEFT AT THE
 EP0224'JUNCTION, SOUTH OF RAILROAD TRACKS FOR 5.2 MILES TO A CATTLE GUARD ON
 EP0224'THE RIGHT AND A RAILROAD BRIDGE CULVERT ON THE LEFT, TURN LEFT,
 EP0224'NORTHEAST, PASS UNDER CULVERT, PASS THROUGH GATE, TURN LEFT,
 EP0224'NORTHWEST, AND FOLLOW TRACKS FOR 1.2 MILES TO THE STATION ON THE
 EP0224'LEFT.
 EP0224
 EP0224                          STATION RECOVERY (1969)
 EP0224
 EP0224'RECOVERY NOTE BY US AIR FORCE 1969
 EP0224'STATION AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 EP0224'CONDITION.  THE AZIMUTH MARK WAS PREVIOUSLY REPORTED AS
 EP0224'DESTROYED.
 EP0224'
 EP0224'THE ROUTE DESCRIPTION WAS ADEQUATE.
 EP0224
 EP0224                          STATION RECOVERY (1978)
 EP0224
 EP0224'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 EP0224'STATION MARK, REFERENCE MARKS 1, 2 AND BENCH MARK S4 WERE RECOVERED IN
 EP0224'GOOD CONDITION.  THE AZIMUTH MARK HAD BEEN DESTROYED.  A NEW AZIMUTH
 EP0224'MARK WAS ESTABLISHED AT THIS TIME.  DISTANCE AND DIRECTION TO
 EP0224'REFERENCE MARKS COMPARED FAVORABLY WITH PREVIOUS DATA.  DISTANCE TO
 EP0224'BENCH MARK S4 DID NOT COMPARE WITH PREVIOUS DISTANCE BY 20.071 M
 EP0224'(65.850 FT).
 EP0224' 
 EP0224'STATION IS REACHED FROM THE JUNCTION OF US HIGHWAYS 60 AND 285 AT EAST
 EP0224'EDGE OF VAUGHN.  GO SOUTHEASTERLY ON HIGHWAY 285 FOR ABOUT 5.25 MI
 EP0224'(8.45 KM) TO A GATE ON LEFT.  TURN LEFT, PASS THROUGH GATE AND
 EP0224'CONTINUE IN AN EASTERLY AND NORTHEAST ON TRACK ROAD FOR 1.05 MI (1.69
 EP0224'KM) TO A GATE, PASS THROUGH GATE AND PROCEED ON OLD WASHED OUT ROAD,
 EP0224'BENEATH A RAILROAD OVERPASS TO GATE ON LEFT.  TURN LEFT, PASS THROUGH
 EP0224'GATE AND PROCEED ON A TRACK ROAD, NORTHWESTERLY FOR 1.1 MI (1.8 KM) TO
 EP0224'STATION ON LEFT.  CONTINUE STRAIGHT AHEAD ON TRACK ROAD FOR 0.75 MI
 EP0224'(1.21 KM) TO A METAL GATE, AZIMUTH MARK ON LEFT.
 EP0224' 
 EP0224'STATION IS A STANDARD DISK STAMPED--IDEN 1934--, SET IN THE TOP OF A
 EP0224'SQUARE CONCRETE MONUMENT 7 INCHES (18 CM), LOCATED 129 FT (39.3 M)
 EP0224'NORTH NORTHEAST OF THE NORTH RAIL OF RAILROAD TRACK, 53 FT (16.2 M)
 EP0224'SOUTH SOUTHWEST OF A TRACK ROAD, 30.4 FT (9.3 M) NORTH NORTHEAST OF A
 EP0224'FENCE LINE, 2.0 FT (0.6 M) SOUTHEAST OF A METAL WITNESS POST.
 EP0224' 
 EP0224'REFERENCE MARK 1 IS A STANDARD DISK STAMPED--IDEN NO 1 1934--, SET IN
 EP0224'TOP OF A SQUARE CONCRETE MONUMENT PROJECTING 2 INCHES (5 CM), LOCATED
 EP0224'47 FT (14.3 M) NORTH NORTHEAST OF THE TRACK ROAD, 41.8 FT (12.7 M)
 EP0224'NORTH NORTHEAST OF A FENCE.
 EP0224' 
 EP0224'REFERENCE MARK 2 IS A STANDARD DISK STAMPED--IDEN NO 2 1934--, SET IN
 EP0224'THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTING 1 INCH, 51 FT (15.5
 EP0224'M) SOUTH SOUTHWEST OF THE TRACK ROAD.
 EP0224' 
 EP0224'AZIMUTH MARK IS A STANDARD DISK STAMPED--IDEN 1934 1978--, SET IN THE
 EP0224'TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH GROUND, LOCATED 14 FT (4.3
 EP0224'M) NORTH NORTHEAST OF A FENCE CORNER POST, 10.5 FT (3.2 M) SOUTH OF
 EP0224'CENTER OF TRACK ROAD, 5.4 FT (1.6 M) SOUTH SOUTHWEST OF SOUTH GATE
 EP0224'POST OF A METAL GATE, 2.2 FT (0.7 M) EAST OF A FENCE LINE, 2 FT (0.6
 EP0224'M) EAST OF A WITNESS POST.
 EP0224' 
 EP0224'BENCH MARK S4 IS A STANDARD BENCH MARK DISK STAMPED--S4 1911
 EP0224'5813.725--, ATTACHED TO THE TOP OF A 3-1/2 INCH METAL PIPE PROJECTING
 EP0224'4.5 INCHES, LOCATED 73 FT (22.3 M) SOUTHWEST OF SOUTHWEST RAIL OF THE
 EP0224'RAILROAD TRACK, 66 FT (20.1 M) NORTHWEST OF THE NORTHWEST GATE POST OF
 EP0224'A METAL GATE, 50 FT (15.2 M) SOUTH SOUTHEAST OF A TELEPHONE LINE POLE,
 EP0224'36 FT (11.0 M) SOUTHWEST OF CENTER OF A TRACK ROAD, 31 FT (9.4 M)
 EP0224'NORTHEAST OF A FENCELINE, 20 FT (6.1 M) SOUTHEAST OF A METAL WITNESS
 EP0224'POST.
 EP0224' 
 EP0224'LAND ON WHICH STATION IS ESTABLISHED IS NOW OWNED BY MR GUY HORNY OF
 EP0224'HORNY LAND AND LIVESTOCK INC, PO BOX 247, VAUGHN, NEW MEXICO 88353.
 EP0224
 EP0224                          STATION RECOVERY (1983)
 EP0224
 EP0224'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 EP0224'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0225 ***********************************************************************
 EP0225  DESIGNATION -  IDEN RM 1
 EP0225  PID         -  EP0225
 EP0225  STATE/COUNTY-  NM/GUADALUPE
 EP0225  USGS QUAD   -  VAUGHN (1978)
 EP0225
 EP0225                         *CURRENT SURVEY CONTROL
 EP0225  ___________________________________________________________________
 EP0225* NAD 83(1986)-  34 33 07.     (N)    105 07 54.     (W)     SCALED    
 EP0225* NAVD 88     -      1773.474  (meters)    5818.47   (feet)  ADJUSTED  
 EP0225  ___________________________________________________________________
 EP0225  GEOID HEIGHT-         -21.15  (meters)                     GEOID03
 EP0225  DYNAMIC HT  -        1770.981 (meters)    5810.29  (feet)  COMP
 EP0225  MODELED GRAV-     979,166.2   (mgal)                       NAVD 88
 EP0225
 EP0225  VERT ORDER  -  FIRST     CLASS II
 EP0225
 EP0225.The horizontal coordinates were scaled from a topographic map and have
 EP0225.an estimated accuracy of +/- 6 seconds.
 EP0225
 EP0225.The orthometric height was determined by differential leveling
 EP0225.and adjusted by the National Geodetic Survey in June 1991..
 EP0225
 EP0225.The geoid height was determined by GEOID03.
 EP0225
 EP0225.The dynamic height is computed by dividing the NAVD 88
 EP0225.geopotential number by the normal gravity value computed on the
 EP0225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EP0225.degrees latitude (g = 980.6199 gals.).
 EP0225
 EP0225.The modeled gravity was interpolated from observed gravity values.
 EP0225
 EP0225;                    North         East    Units  Estimated Accuracy
 EP0225;SPC NM E     -   394,170.       91,730.      MT  (+/- 180 meters Scaled)
 EP0225
 EP0225                          SUPERSEDED SURVEY CONTROL
 EP0225
 EP0225  NGVD 29 (??/??/92) 1772.694  (m)         5815.91   (f) ADJ UNCH    1 2
 EP0225
 EP0225.Superseded values are not recommended for survey control.
 EP0225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EP0225.See file dsdata.txt to determine how the superseded data were derived.
 EP0225
 EP0225_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDU879233(NAD 83)
 EP0225_MARKER: DR = REFERENCE MARK DISK
 EP0225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EP0225_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EP0225_STAMPING: IDEN NO 1 1934
 EP0225_MARK LOGO: CGS   
 EP0225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EP0225+STABILITY: SURFACE MOTION
 EP0225
 EP0225  HISTORY     - Date     Condition        Report By
 EP0225  HISTORY     - 1934     MONUMENTED       CGS
 EP0225  HISTORY     - 1958     GOOD             NGS
 EP0225  HISTORY     - 1983     GOOD             NGS
 EP0225
 EP0225                          STATION DESCRIPTION
 EP0225
 EP0225'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 EP0225'5 MI SE FROM VAUGHN.
 EP0225'ABOUT 5 MILES SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 EP0225'RAILWAY FROM THE STATION AT VAUGHN, 51 FEET NORTHEAST OF THE CENTER
 EP0225'LINE OF A TRACK ROAD, 77 YARDS NORTHEAST OF THE NEAR RAIL, 134 FEET
 EP0225'NORTHEAST OF THE RIGHT OF WAY FENCE, 104 FEET NORTHEAST OF
 EP0225'TRIANGULATION STATION IDEN, ABOUT LEVEL WITH THE TRACK, AND IN THE TOP
 EP0225'OF A CONCRETE POST PROJECTING 3 INCHES.
 EP0225
 EP0225                          STATION RECOVERY (1983)
 EP0225
 EP0225'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 EP0225'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0226 ***********************************************************************
 EP0226  DESIGNATION -  IDEN RM 2
 EP0226  PID         -  EP0226
 EP0226  STATE/COUNTY-  NM/GUADALUPE
 EP0226  USGS QUAD   -  VAUGHN (1978)
 EP0226
 EP0226                         *CURRENT SURVEY CONTROL
 EP0226  ___________________________________________________________________
 EP0226* NAD 83(1986)-  34 33 07.     (N)    105 07 55.     (W)     SCALED    
 EP0226* NAVD 88     -      1774.589  (meters)    5822.13   (feet)  ADJUSTED  
 EP0226  ___________________________________________________________________
 EP0226  GEOID HEIGHT-         -21.15  (meters)                     GEOID03
 EP0226  DYNAMIC HT  -        1772.094 (meters)    5813.95  (feet)  COMP
 EP0226  MODELED GRAV-     979,166.2   (mgal)                       NAVD 88
 EP0226
 EP0226  VERT ORDER  -  FIRST     CLASS II
 EP0226
 EP0226.The horizontal coordinates were scaled from a topographic map and have
 EP0226.an estimated accuracy of +/- 6 seconds.
 EP0226
 EP0226.The orthometric height was determined by differential leveling
 EP0226.and adjusted by the National Geodetic Survey in June 1991..
 EP0226
 EP0226.The geoid height was determined by GEOID03.
 EP0226
 EP0226.The dynamic height is computed by dividing the NAVD 88
 EP0226.geopotential number by the normal gravity value computed on the
 EP0226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EP0226.degrees latitude (g = 980.6199 gals.).
 EP0226
 EP0226.The modeled gravity was interpolated from observed gravity values.
 EP0226
 EP0226;                    North         East    Units  Estimated Accuracy
 EP0226;SPC NM E     -   394,170.       91,710.      MT  (+/- 180 meters Scaled)
 EP0226
 EP0226                          SUPERSEDED SURVEY CONTROL
 EP0226
 EP0226  NGVD 29 (??/??/92) 1773.809  (m)         5819.57   (f) ADJ UNCH    1 2
 EP0226
 EP0226.Superseded values are not recommended for survey control.
 EP0226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EP0226.See file dsdata.txt to determine how the superseded data were derived.
 EP0226
 EP0226_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDU878233(NAD 83)
 EP0226_MARKER: DR = REFERENCE MARK DISK
 EP0226_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EP0226_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EP0226_STAMPING: IDEN NO 2 1934
 EP0226_MARK LOGO: CGS   
 EP0226_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EP0226+STABILITY: SURFACE MOTION
 EP0226
 EP0226  HISTORY     - Date     Condition        Report By
 EP0226  HISTORY     - 1934     MONUMENTED       CGS
 EP0226  HISTORY     - 1958     GOOD             NGS
 EP0226  HISTORY     - 1983     GOOD             NGS
 EP0226
 EP0226                          STATION DESCRIPTION
 EP0226
 EP0226'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 EP0226'5 MI SE FROM VAUGHN.
 EP0226'ABOUT 5 MILES SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 EP0226'RAILWAY FROM THE STATION AT VAUGHN, 50 FEET SOUTHWEST OF A TRACK ROAD,
 EP0226'3 FEET NORTHEAST OF THE RIGHT OF WAY FENCE, 131 FEET NORTHEAST OF THE
 EP0226'NEAR RAIL, 78 FEET NORTH OF TRIANGULATION STATION IDEN, ABOUT 2 FEET
 EP0226'ABOVE THE LEVEL OF THE TRACK, AND IN THE TOP OF A CONCRETE POST
 EP0226'PROJECTING 3 INCHES.
 EP0226
 EP0226                          STATION RECOVERY (1983)
 EP0226
 EP0226'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 EP0226'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0614 ***********************************************************************
 FN0614  DESIGNATION -  ILFELD
 FN0614  PID         -  FN0614
 FN0614  STATE/COUNTY-  NM/SAN MIGUEL
 FN0614  USGS QUAD   -  NORTH SAN YSIDRO (1966)
 FN0614
 FN0614                         *CURRENT SURVEY CONTROL
 FN0614  ___________________________________________________________________
 FN0614* NAD 83(1992)-  35 24 51.29567(N)    105 31 00.84415(W)     ADJUSTED  
 FN0614* NAVD 88     -      1955.02   (+/-2cm)    6414.1    (feet)  VERTCON   
 FN0614  ___________________________________________________________________
 FN0614  LAPLACE CORR-          -4.09  (seconds)                    DEFLEC99
 FN0614  GEOID HEIGHT-         -18.75  (meters)                     GEOID03
 FN0614
 FN0614  HORZ ORDER  -  SECOND
 FN0614  VERT ORDER  -  THIRD ? (See Below)
 FN0614
 FN0614.The horizontal coordinates were established by classical geodetic methods
 FN0614.and adjusted by the National Geodetic Survey in December 1993..
 FN0614
 FN0614.The NAVD 88 height was computed by applying the VERTCON shift value to
 FN0614.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FN0614.The vertical order pertains to the NGVD 29 superseded value.
 FN0614
 FN0614.The Laplace correction was computed from DEFLEC99 derived deflections.
 FN0614
 FN0614.The geoid height was determined by GEOID03.
 FN0614
 FN0614;                    North         East     Units Scale Factor Converg.
 FN0614;SPC NM E     -   490,176.059    57,508.845   MT  1.00005144   -0 41 09.3
 FN0614;SPC NM E     - 1,608,185.95    188,676.94   sFT  1.00005144   -0 41 09.3
 FN0614;UTM  13      - 3,919,105.927   453,070.651   MT  0.99962714   -0 17 58.3
 FN0614
 FN0614!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FN0614!SPC NM E     -   0.99969618  x   1.00005144  =   0.99974760
 FN0614!UTM  13      -   0.99969618  x   0.99962714  =   0.99932343
 FN0614
 FN0614|---------------------------------------------------------------------|
 FN0614| PID    Reference Object                     Distance      Geod. Az  |
 FN0614|                                                           dddmmss.s |
 FN0614| CJ7542 ILFELD RM 1                           6.440 METERS 08350     |
 FN0614| CJ7541 ILFELD AZ MK                                       1182741.1 |
 FN0614| CJ7543 ILFELD RM 2                           6.879 METERS 14003     |
 FN0614|---------------------------------------------------------------------|
 FN0614
 FN0614                          SUPERSEDED SURVEY CONTROL
 FN0614
 FN0614  NAD 83(1986)-  35 24 51.29968(N)    105 31 00.84379(W) AD(       ) 2
 FN0614  NAD 27      -  35 24 51.14730(N)    105 30 58.79430(W) AD(       ) 2
 FN0614  NGVD 29 (07/19/86) 1954.11   (m)         6411.1    (f) LEVELING    3  
 FN0614
 FN0614.Superseded values are not recommended for survey control.
 FN0614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0614.See file dsdata.txt to determine how the superseded data were derived.
 FN0614
 FN0614_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV5307119106(NAD 83)
 FN0614_MARKER: DS = TRIANGULATION STATION DISK
 FN0614_SETTING: 80 = SET IN A BOULDER
 FN0614_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 FN0614
 FN0614  HISTORY     - Date     Condition        Report By
 FN0614  HISTORY     - 1953     MONUMENTED       CGS
 FN0614  HISTORY     - 1965     GOOD             USGS
 FN0614
 FN0614                          STATION DESCRIPTION
 FN0614
 FN0614'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (WRH)
 FN0614'THE STATION IS LOCATED ON THE SOUTH SIDE OF U.S. HIGHWAY 84 AND
 FN0614'85 ON THE TOP OF A CUT BANK, ABOUT 5 MILES AIRLINE WEST-NORTHWEST
 FN0614'OF RIBERA, ABOUT 10 MILES AIRLINE EAST-SOUTHEAST OF ROWE, AND
 FN0614'ABOUT 21 MILES AIRLINE SOUTHWEST OF LAS VEGAS.
 FN0614'
 FN0614'TO REACH THE STATION FROM THE POST OFFICE IN SAN JOSE GO ABOUT
 FN0614'50 YARDS WEST TO A PAVED ROAD.  TURN RIGHT AND GO NORTH
 FN0614'0.4 MILE TO A T-ROAD.  TURN LEFT ONTO U.S. HIGHWAY 84 AND 85
 FN0614'AND GO WEST 1.9 MILES TO A CULVERT AND THE AZIMUTH MARK ON THE
 FN0614'LEFT.  KEEP STRAIGHT AHEAD ON THE HIGHWAY AND GO WEST 0.4
 FN0614'MILE TO THE TOP OF A LOW HILL AND THE STATION ON THE LEFT.
 FN0614'
 FN0614'THE STATION MARK IS A STANDARD DISK STAMPED ILFELD 1953 CEMENTED
 FN0614'IN A DRILL HOLE IN THE TOP OF A BOULDER THAT PROJECTS 2 INCHES
 FN0614'ABOVE THE GROUND.  IT IS 12 FEET SOUTH OF THE EDGE OF A CUT BANK,
 FN0614'53 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND ABOUT 10
 FN0614'FEET HIGHER THAN THE HIGHWAY.
 FN0614'
 FN0614'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED ILFELD NO 1
 FN0614'1953 CEMENTED IN A DRILL HOLE IN THE TOP OF A BOULDER THAT IS
 FN0614'FLUSH WITH THE GROUND AND 6 INCHES HIGHER THAN THE STATION.
 FN0614'
 FN0614'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED ILFELD NO 2
 FN0614'1953 CEMENTED IN A DRILL HOLE IN THE TOP OF A BOULDER THAT
 FN0614'PROJECTS 6 INCHES ABOVE THE GROUND AND IS 1 FOOT HIGHER THAN
 FN0614'THE STATION.
 FN0614'
 FN0614'THE AZIMUTH MARK IS A STANDARD DISK STAMPED ILFELD 1953 CEMENTED
 FN0614'IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT PROJECTS 2 FEET
 FN0614'ABOVE THE GROUND.  IT IS 3 FEET NORTH OF A 2-FOOT CAIRN, 220
 FN0614'FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 200 FEET SOUTH
 FN0614'OF A CONCRETE CULVERT, AND ABOUT 30 FEET HIGHER THAN THE HIGHWAY.
 FN0614
 FN0614                          STATION RECOVERY (1965)
 FN0614
 FN0614'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 FN0614'STATION MARK--STANDARD DISK, STAMPED ---ILFELD 1953---, AND CEMENTED
 FN0614'IN A DRILL HOLE IN THE TOP OF A BOULDER, PROJECTING 2 IN. ABOVE THE
 FN0614'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0976 ***********************************************************************
 CW0976  DESIGNATION -  ILLINOIS
 CW0976  PID         -  CW0976
 CW0976  STATE/COUNTY-  NM/EDDY
 CW0976  USGS QUAD   -  ILLINOIS CAMP NE (1985)
 CW0976
 CW0976                         *CURRENT SURVEY CONTROL
 CW0976  ___________________________________________________________________
 CW0976* NAD 83(1992)-  32 44 12.51976(N)    104 06 27.21470(W)     ADJUSTED  
 CW0976* NAVD 88     -      1091.     (meters)    3579.     (feet)  SCALED    
 CW0976  ___________________________________________________________________
 CW0976  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 CW0976  GEOID HEIGHT-         -23.19  (meters)                     GEOID03
 CW0976
 CW0976  HORZ ORDER  -  THIRD
 CW0976
 CW0976.The horizontal coordinates were established by classical geodetic methods
 CW0976.and adjusted by the National Geodetic Survey in December 1993..
 CW0976
 CW0976.The orthometric height was scaled from a topographic map.
 CW0976
 CW0976.The Laplace correction was computed from DEFLEC99 derived deflections.
 CW0976
 CW0976.The geoid height was determined by GEOID03.
 CW0976
 CW0976;                    North         East     Units Scale Factor Converg.
 CW0976;SPC NM E     -   192,590.544   186,159.797   MT  0.99991461   +0 07 19.5
 CW0976;SPC NM E     -   631,857.48    610,759.27   sFT  0.99991461   +0 07 19.5
 CW0976;UTM  13      - 3,622,462.582   583,616.112   MT  0.99968621   +0 28 57.5
 CW0976
 CW0976!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CW0976!SPC NM E     -   0.99983230  x   0.99991461  =   0.99974693
 CW0976!UTM  13      -   0.99983230  x   0.99968621  =   0.99951856
 CW0976
 CW0976                          SUPERSEDED SURVEY CONTROL
 CW0976
 CW0976  NAD 83(1986)-  32 44 12.52380(N)    104 06 27.20351(W) AD(       ) 3
 CW0976
 CW0976.Superseded values are not recommended for survey control.
 CW0976.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0976.See file dsdata.txt to determine how the superseded data were derived.
 CW0976
 CW0976_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES8361622463(NAD 83)
 CW0976_MARKER: DS = TRIANGULATION STATION DISK
 CW0976_SETTING: 0 = UNSPECIFIED SETTING
 CW0976_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CW0976
 CW0976  HISTORY     - Date     Condition        Report By
 CW0976  HISTORY     - 1948     MONUMENTED       USGS
 CW0976
 CW0976                          STATION DESCRIPTION
 CW0976
 CW0976'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 CW0976'LOCATED ABOUT 16.5 MI. E. AND 7.25 MI. S. OF ARTESIA, ABOUT 5.5 MI. E.
 CW0976'AND 2 MI. N. OF OIL CITY, ABOUT 4 MI. E. AND 1.5 MI. N. OF ILLINOIS
 CW0976'PUMPING PLANT, ON HIGHEST POINT OF SMOOTH SAND AND CAT-CLAW COVERED
 CW0976'HILL, IN NW. COR. SEC. 19, T 18 S, R 29 E.
 CW0976'
 CW0976'TO REACH FROM JUNCTION OF U.S. HIGHWAY 285 AND STATE HIGHWAY 83 IN
 CW0976'ARTESIA, GO E. ON HIGHWAY 83 ABOUT 15.9 MI. TO JUNCTION WITH ROAD S.,
 CW0976'TURN S. THROUGH CATTLEGUARD, AND FOLLOW MAIN ROAD SSE. 3.5 MI. TO
 CW0976'EDGE OF OIL FIELD AND SECTION LINE ROAD, TURN S. ON SECTION LINE ROAD
 CW0976'1.25 MI. TO JUNCTION OF ROAD W., TURN W. 1 MI. TO JUNCTION OF DIM
 CW0976'CROSSROAD, LEAVE MAIN ROAD AND FOLLOW DIM TRAIL ROAD SE. 1 MI. TO
 CW0976'WHERE DIM ROAD TURNS DUE E. ALONG SECTION LINE, LEAVE ROAD AND DRIVE
 CW0976'1,400 FT. SW. TO HIGHEST POINT AND STATION.
 CW0976'
 CW0976'STATION MARK--STANDARD TABLET STAMPED---ILLINOIS 1948---, SET IN
 CW0976'CONCRETE POST.
 CW0976'
 CW0976'REFERENCE MARK NO. 1--STANDARD REFERENCE TABLET STAMPED---ILLINOIS
 CW0976'NO. 1 1948---, CEMENTED IN TOP OF CONCRETE PRACTICE BOMB, 62.35 FT.
 CW0976'FROM STATION MARK.
 CW0976'
 CW0976'REFERENCE MARK NO. 2--STANDARD REFERENCE TABLET STAMPED---ILLINOIS
 CW0976'NO. 2---, CEMENTED IN TOP OF CONCRETE PRACTICE BOMB, 90.96 FT.
 CW0976'FROM STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0523 ***********************************************************************
 EP0523  DESIGNATION -  IMA
 EP0523  PID         -  EP0523
 EP0523  STATE/COUNTY-  NM/QUAY
 EP0523  USGS QUAD   -  IMA (1968)
 EP0523
 EP0523                         *CURRENT SURVEY CONTROL
 EP0523  ___________________________________________________________________
 EP0523* NAD 83(1992)-  34 54 03.32721(N)    104 03 06.40459(W)     ADJUSTED  
 EP0523* NAVD 88     -      1640.5    (meters)    5382.     (feet)  VERTCON   
 EP0523  ___________________________________________________________________
 EP0523  LAPLACE CORR-          -2.31  (seconds)                    DEFLEC99
 EP0523  GEOID HEIGHT-         -23.17  (meters)                     GEOID03
 EP0523
 EP0523  HORZ ORDER  -  SECOND
 EP0523
 EP0523.The horizontal coordinates were established by classical geodetic methods
 EP0523.and adjusted by the National Geodetic Survey in December 1993..
 EP0523
 EP0523.The NAVD 88 height was computed by applying the VERTCON shift value to
 EP0523.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EP0523
 EP0523.The Laplace correction was computed from DEFLEC99 derived deflections.
 EP0523
 EP0523.The geoid height was determined by GEOID03.
 EP0523
 EP0523;                    North         East     Units Scale Factor Converg.
 EP0523;SPC NM E     -   432,623.988   190,731.214   MT  0.99991725   +0 09 39.9
 EP0523;SPC NM E     - 1,419,367.20    625,757.32   sFT  0.99991725   +0 09 39.9
 EP0523;UTM  13      - 3,862,466.210   586,632.273   MT  0.99969250   +0 32 33.2
 EP0523
 EP0523!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EP0523!SPC NM E     -   0.99974619  x   0.99991725  =   0.99966346
 EP0523!UTM  13      -   0.99974619  x   0.99969250  =   0.99943877
 EP0523
 EP0523|---------------------------------------------------------------------|
 EP0523| PID    Reference Object                     Distance      Geod. Az  |
 EP0523|                                                           dddmmss.s |
 EP0523| CJ7544 IMA RM 1                             15.689 METERS 09943     |
 EP0523| EP0524 LAWRANCE                            APPROX.11.9 KM 1871306.6 |
 EP0523| CJ7545 IMA RM 2                             15.060 METERS 19144     |
 EP0523|---------------------------------------------------------------------|
 EP0523
 EP0523                          SUPERSEDED SURVEY CONTROL
 EP0523
 EP0523  NAD 83(1986)-  34 54 03.33409(N)    104 03 06.39775(W) AD(       ) 2
 EP0523  NAD 27      -  34 54 03.11684(N)    104 03 04.49952(W) AD(       ) 2
 EP0523  NGVD 29 (07/19/86) 1639.8    (m)         5380.     (f) VERT ANG       
 EP0523
 EP0523.Superseded values are not recommended for survey control.
 EP0523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EP0523.See file dsdata.txt to determine how the superseded data were derived.
 EP0523
 EP0523_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEU8663262466(NAD 83)
 EP0523_MARKER: DD = SURVEY DISK
 EP0523_SETTING: 0 = UNSPECIFIED SETTING
 EP0523
 EP0523  HISTORY     - Date     Condition        Report By
 EP0523  HISTORY     - 1970     MONUMENTED       USGS
 EP0523
 EP0523                          STATION DESCRIPTION
 EP0523
 EP0523'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (RDS)
 EP0523'THE STATION IS LOCATED NORTH 73 DEG WEST ABOUT 18 MILES AIRLINE
 EP0523'FROM RAGLAND, NEW MEXICO, SOUTH 46 DEG WEST 26 MILES AIRLINE
 EP0523'FROM TUCUMCARI, NEW MEXICO, ON TOP 0.5 MILE SOUTH OF EDGE OF
 EP0523'CAPROCK, 438 FEET SOUTH-SOUTHWEST OF A SMALL TELEPHONE COMPANY
 EP0523'BUILDING, 5.6 FEET SOUTH OF USGS WITNESS SIGN FASTENED TO A METAL
 EP0523'POST, ON LAND OWNED BY JERRY CLAYTON.
 EP0523'
 EP0523'TO REACH FROM THE INTERSECTION OF STATE HIGHWAYS 18 AND 86, GO SOUTH
 EP0523'ON STATE HIGHWAY 86 FOR 3.8 MILES TO JUNCTION WITH STATE HIGHWAY
 EP0523'156, TURN RIGHT (WEST) ON STATE HIGHWAY 156 AND GO 16.0 MILES WEST
 EP0523'TO WHERE STATE HIGHWAY 156 TURNS NORTH, TURN NORTH ON STATE
 EP0523'HIGHWAY 156 AND GO NORTH 7.5 MILES TO A ROAD LEADING EAST, TURN
 EP0523'RIGHT (EAST) AND GO 0.4 MILE TO A POINT JUST WEST OF A SMALL
 EP0523'TELEPHONE COMPANY BUILDING, TURN RIGHT (SOUTH) CROSS COUNTRY 0.1
 EP0523'MILE TO TOP OF HILL AND STATION.
 EP0523'
 EP0523'STATION MARK IS A USGS BRONZE TABLET SOLDERED TO A COPPER COATED
 EP0523'STEEL ROD 2.7 FEET LONG CEMENTED IN A DRILL HOLE, CENTERED IN AN
 EP0523'ORANGEBURG TILE, 6 INCHES IN DIAMETER, 12 INCHES LONG FILLED WITH
 EP0523'GRAVEL.  THE TABLET IS FLUSH WITH THE GROUND AND IS STAMPED
 EP0523'IMA ET 1970.
 EP0523'
 EP0523'REFERENCE MARK NO. 1 IS A USGS BRONZE REFERENCE MARK TABLET SOLDERED
 EP0523'TO A COPPER COATED STEEL ROD 2.9 FEET LONG CEMENTED IN A DRILL HOLE,
 EP0523'CENTERED IN AN ORANGEBURG TILE, 6 INCHES IN DIAMETER, 12 INCHES
 EP0523'LONG FILLED WITH GRAVEL, THE TABLET IS FLUSH WITH THE GROUND AND IS
 EP0523'STAMPED IMA ET NO. 1 1970.
 EP0523'
 EP0523'REFERENCE MARK NO. 2 IS A USGS BRONZE REFERENCE MARK TABLET SOLDERED
 EP0523'TO A COPPER COATED STEEL ROD 3.3 FEET LONG, CEMENTED IN A DRILL HOLE
 EP0523'CENTERED IN AN ORANGEBURG TILE 6 INCHES IN DIAMETER, 12 INCHES LONG
 EP0523'FILLED WITH GRAVEL.  THE TABLET IS FLUSH WITH THE GROUND AND IS
 EP0523'STAMPED IMA ET NO. 2 1970.
 EP0523'
 EP0523'STATION LAWRANCE ET 1970 IS VISIBLE FROM THE GROUND AT THIS STATION
 EP0523'AND WILL SERVE AS THE AZIMUTH MARK.
 EP0523'
 EP0523'ALL OBSERVATIONS WERE MADE FROM A STANDARD TRIPOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0643 ***********************************************************************
 GN0643  DESIGNATION -  IMO
 GN0643  PID         -  GN0643
 GN0643  STATE/COUNTY-  NM/SAN JUAN
 GN0643  USGS QUAD   -  BURNT MESA (1971)
 GN0643
 GN0643                         *CURRENT SURVEY CONTROL
 GN0643  ___________________________________________________________________
 GN0643* NAD 83(1992)-  36 52 49.46892(N)    107 33 21.78393(W)     ADJUSTED  
 GN0643* NAVD 88     -      2006.4    (meters)    6583.     (feet)  VERTCON   
 GN0643  ___________________________________________________________________
 GN0643  LAPLACE CORR-           2.65  (seconds)                    DEFLEC99
 GN0643  GEOID HEIGHT-         -20.27  (meters)                     GEOID03
 GN0643
 GN0643  HORZ ORDER  -  THIRD
 GN0643
 GN0643.The horizontal coordinates were established by classical geodetic methods
 GN0643.and adjusted by the National Geodetic Survey in December 1993..
 GN0643
 GN0643.The NAVD 88 height was computed by applying the VERTCON shift value to
 GN0643.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GN0643
 GN0643.The Laplace correction was computed from DEFLEC99 derived deflections.
 GN0643
 GN0643.The geoid height was determined by GEOID03.
 GN0643
 GN0643;                    North         East     Units Scale Factor Converg.
 GN0643;SPC NM W     -   652,246.291   854,717.924   MT  0.99992419   +0 09 59.1
 GN0643;SPC NM W     - 2,139,911.37  2,804,187.06   sFT  0.99992419   +0 09 59.1
 GN0643;SPC NM C     -   652,995.979   383,573.190   MT  1.00006694   -0 47 02.1
 GN0643;SPC NM C     - 2,142,370.97  1,258,439.71   sFT  1.00006694   -0 47 02.1
 GN0643;UTM  13      - 4,084,656.497   272,195.618   MT  1.00023936   -1 32 04.8
 GN0643
 GN0643!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GN0643!SPC NM W     -   0.99968840  x   0.99992419  =   0.99961261
 GN0643!SPC NM C     -   0.99968840  x   1.00006694  =   0.99975532
 GN0643!UTM  13      -   0.99968840  x   1.00023936  =   0.99992768
 GN0643
 GN0643:                Primary Azimuth Mark                     Grid Az
 GN0643:SPC NM W     -  BURN                                     023 50 37.3
 GN0643:SPC NM C     -  BURN                                     024 47 38.5
 GN0643:UTM  13      -  BURN                                     025 32 41.2
 GN0643
 GN0643|---------------------------------------------------------------------|
 GN0643| PID    Reference Object                     Distance      Geod. Az  |
 GN0643|                                                           dddmmss.s |
 GN0643| GN0642 BURN                                APPROX. 6.5 KM 0240036.4 |
 GN0643|---------------------------------------------------------------------|
 GN0643
 GN0643                          SUPERSEDED SURVEY CONTROL
 GN0643
 GN0643  NAD 83(1992)-  36 52 49.46723(N)    107 33 21.78606(W) AD(       ) 3
 GN0643  NAD 83(1986)-  36 52 49.46632(N)    107 33 21.78987(W) AD(       ) 3
 GN0643  NAD 27      -  36 52 49.45150(N)    107 33 19.60249(W) AD(       ) 3
 GN0643  NGVD 29 (07/19/86) 2005.3    (m)         6579.     (f) VERT ANG       
 GN0643
 GN0643.Superseded values are not recommended for survey control.
 GN0643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0643.See file dsdata.txt to determine how the superseded data were derived.
 GN0643
 GN0643_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBA7219684656(NAD 83)
 GN0643_MARKER: DD = SURVEY DISK
 GN0643_SETTING: 80 = SET IN A BOULDER
 GN0643_SP_SET: SET IN DRILL HOLE IN A BOULDER
 GN0643_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GN0643+STABILITY: SURFACE MOTION
 GN0643
 GN0643  HISTORY     - Date     Condition        Report By
 GN0643  HISTORY     - 1952     MONUMENTED       USGS
 GN0643
 GN0643                          STATION DESCRIPTION
 GN0643
 GN0643'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 GN0643'STATION IS LOCATED ON THE W. END OF A ROCKY, NARROW RIDGE E. OF A
 GN0643'SIMILAR RIDGE SEPARATED BY A LOW SADDLE.
 GN0643'
 GN0643'TO REACH THE STATION FROM ALLISON, COLORADO, PROCEED E. ON STATE
 GN0643'HIGHWAY 172 FOR 0.5 MI. TO CROSSROADS.  TURN LEFT (S.) AND FOLLOW
 GN0643'MAIN TRAVELED RD. FOR 3.5 MI. TO A Y-FORK.  TAKE RIGHT FORK AND GO
 GN0643'IN GENERAL S. DIRECTION FOLLOWING MAIN TRAVELED RD. FOR 0.6 MI. TO
 GN0643'RD. FORKS.  TAKE LEFT FORK GOING 2.7 MI. TO RD. FORKS, THENCE TAKE
 GN0643'RIGHT FORK FOR 4.5 MI. TO ANOTHER RD. FORK.  TAKE LEFT FORK AND GO
 GN0643'3.2 MI. TO A SADDLE BETWEEN TWO PROMINENT RIDGES.  THE STATION IS
 GN0643'LOCATED ON THE W. END OF THE RIDGE TO THE E.
 GN0643'
 GN0643'STATION MARK--STANDARD TRIANGULATION TABLET, STAMPED ---IMO 1952---,
 GN0643'CEMENTED IN A DRILL HOLE IN TOP OF LARGE BOULDER.
 GN0643'
 GN0643'REFERENCE MARK NO. 1--STANDARD BRONZE REFERENCE TABLET, STAMPED
 GN0643'---IMO 1952 NO. 1---, CEMENTED IN DRILL HOLE IN LARGE BOULDER IN
 GN0643'CENTER OF RIDGE, 17.35 FT. FROM STATION, S 66 DEG 01 MIN W.
 GN0643'
 GN0643'REFERENCE MARK NO. 2--STANDARD BRONZE REFERENCE TABLET, STAMPED
 GN0643'---IMO 1952 NO. 2---, CEMENTED IN DRILL HOLE IN LARGE BOULDER ON S.
 GN0643'SIDE OF RIDGE, 13.40 FT. FROM STATION, N 42 DEG 12 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0656 ***********************************************************************
 DT0656  DESIGNATION -  INDIAN
 DT0656  PID         -  DT0656
 DT0656  STATE/COUNTY-  NM/CATRON
 DT0656  USGS QUAD   -  INDIAN PEAKS WEST (1981)
 DT0656
 DT0656                         *CURRENT SURVEY CONTROL
 DT0656  ___________________________________________________________________
 DT0656* NAD 83(1992)-  33 33 45.91231(N)    108 00 45.00961(W)     ADJUSTED  
 DT0656* NAVD 88     -      2543.6    (meters)    8345.     (feet)  VERTCON   
 DT0656  ___________________________________________________________________
 DT0656  LAPLACE CORR-           1.31  (seconds)                    DEFLEC99
 DT0656  GEOID HEIGHT-         -22.20  (meters)                     GEOID03
 DT0656
 DT0656  HORZ ORDER  -  FIRST
 DT0656
 DT0656.The horizontal coordinates were established by classical geodetic methods
 DT0656.and adjusted by the National Geodetic Survey in December 1993..
 DT0656
 DT0656.The NAVD 88 height was computed by applying the VERTCON shift value to
 DT0656.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DT0656
 DT0656.The Laplace correction was computed from DEFLEC99 derived deflections.
 DT0656
 DT0656.The geoid height was determined by GEOID03.
 DT0656
 DT0656;                    North         East     Units Scale Factor Converg.
 DT0656;SPC NM W     -   284,179.105   813,364.528   MT  0.99992008   -0 05 56.6
 DT0656;SPC NM W     -   932,344.28  2,668,513.46   sFT  0.99992008   -0 05 56.6
 DT0656;UTM  12      - 3,717,676.277   777,343.643   MT  1.00054841   +1 39 09.7
 DT0656;UTM  13      - 3,717,743.560   220,334.158   MT  1.00056436   -1 39 59.6
 DT0656
 DT0656!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DT0656!SPC NM W     -   0.99960431  x   0.99992008  =   0.99952443
 DT0656!UTM  12      -   0.99960431  x   1.00054841  =   1.00015251
 DT0656!UTM  13      -   0.99960431  x   1.00056436  =   1.00016845
 DT0656
 DT0656:                Primary Azimuth Mark                     Grid Az
 DT0656:SPC NM W     -  INDIAN AZ MK                             002 16 53.1
 DT0656:UTM  12      -  INDIAN AZ MK                             000 31 46.8
 DT0656:UTM  13      -  INDIAN AZ MK                             003 50 56.1
 DT0656
 DT0656|---------------------------------------------------------------------|
 DT0656| PID    Reference Object                     Distance      Geod. Az  |
 DT0656|                                                           dddmmss.s |
 DT0656| CD3036 INDIAN AZ MK                                       0021056.5 |
 DT0656| CD3038 INDIAN RM 2                           4.590 METERS 00821     |
 DT0656| CD3037 INDIAN RM 1                          11.716 METERS 25319     |
 DT0656|---------------------------------------------------------------------|
 DT0656
 DT0656                          SUPERSEDED SURVEY CONTROL
 DT0656
 DT0656  NAD 83(1986)-  33 33 45.91520(N)    108 00 45.01147(W) AD(       ) 1
 DT0656  NAD 27      -  33 33 45.68604(N)    108 00 42.83574(W) AD(       ) 1
 DT0656  NGVD 29 (07/19/86) 2542.6    (m)         8342.     (f) VERT ANG       
 DT0656
 DT0656.Superseded values are not recommended for survey control.
 DT0656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0656.See file dsdata.txt to determine how the superseded data were derived.
 DT0656
 DT0656_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYC7734417676(NAD 83)
 DT0656_MARKER: DB = BENCH MARK DISK
 DT0656_SETTING: 66 = SET IN ROCK OUTCROP
 DT0656_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 DT0656_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DT0656+STABILITY: POSITION/ELEVATION WELL
 DT0656
 DT0656  HISTORY     - Date     Condition        Report By
 DT0656  HISTORY     - 1945     MONUMENTED       USGS
 DT0656  HISTORY     - 1966     SEE DESCRIPTION  CGS
 DT0656
 DT0656                          STATION DESCRIPTION
 DT0656
 DT0656'DESCRIBED BY US GEOLOGICAL SURVEY 1945 (RAM)
 DT0656'THE STATION IS 10-1/2 MILES AIR LINE NNE OF BEAVERHEAD AND 40-1/2
 DT0656'MILES AIR LINE SSW OF AUGUSTINE.  IT IS ON A LOW BUT PROMINENT
 DT0656'PEAK COVERED WITH TIMBER AND IS THE MOST S HILL OF THE GROUP
 DT0656'CALLED THE INDIAN HILLS.  THE STATION IS ABOUT 6 MILES E OF THE
 DT0656'BEAVERHEAD-MAGDALENA ROAD.
 DT0656'
 DT0656'TO REACH FROM THE TURN-OFF TO THE BEAVERHEAD RANGER STATION,
 DT0656'GO N TOWARD MAGDALENA FOR 2.5 MILES TO THE N EDGE OF THE GILA
 DT0656'NATIONAL FOREST AND A CATTLE GUARD.  PASS OVER THE CATTLE
 DT0656'GUARD AND TURN RIGHT OR NE ON A TRACK ROAD.  GO 0.8 MILE TO
 DT0656'A FORK AND RANCH BUILDINGS ABOUT 1/2 MILE TO THE E.  HERE TAKE
 DT0656'THE LEFT FORK AND GO UP MULE CANYON FOR 2.7 MILES TO A WIRE
 DT0656'GATE.  CONTINUE FOR 0.9 MILE TO A WIRE GATE.  CONTINUE FOR 2.1
 DT0656'MILES TO A DIRT TANK ON THE RIGHT.  CONTINUE 1.3 MILES TO A
 DT0656'DIRT TANK ON THE RIGHT.  CONTINUE 0.5 MILE TO A FORK AND SIGN
 DT0656'READING RAILROAD CANYON ADOBE RANCH 10.  HERE TAKE THE RIGHT
 DT0656'FORK TOWARD ADOBE RANCH AND GO 2.7 MILES TO THE AZIMUTH
 DT0656'MARK WITNESS POST ON THE RIGHT.  CONTINUE 0.5 MILE TO THE
 DT0656'EDGE OF A MEADOW.  HERE TURN RIGHT OF S CROSS COUNTRY FOR
 DT0656'0.3 MILE TO THE BASE OF A RIDGE AND THE END OF TRUCK
 DT0656'TRAVEL.  PACK W UP THE RIDGE TO THE HIGHEST POINT AND
 DT0656'STATION.
 DT0656'
 DT0656'THE STATION IS A STANDARD U.S. GEOLOGICAL SURVEY BENCH-MARK
 DT0656'DISK WITH NO STAMPING AND SET IN BEDROCK PROJECTING ABOUT 6
 DT0656'INCHES.  IT IS 14 FEET SE OF THE HIGHEST POINT OF THE PEAK.
 DT0656'
 DT0656'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK STAMPED INDIAN USGS
 DT0656'NO 1 1945 AND SET IN A BOULDER PROJECTING ABOUT 16 INCHES ABOVE
 DT0656'THE GROUND.  THE MARK IS W OF THE STATION AND ABOUT 8 INCHES
 DT0656'BELOW THE STATION.
 DT0656'
 DT0656'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK STAMPED INDIAN
 DT0656'USGS NO 2 1945 AND SET IN A BOULDER PROJECTING ABOUT 3 INCHES
 DT0656'ABOVE THE GROUND.  THE MARK IS N OF THE STATION AND ABOUT 12
 DT0656'INCHES BELOW THE STATION.
 DT0656'
 DT0656'THE AZIMUTH MARK IS A BRONZE AZIMUTH DISK STAMPED INDIAN USGS
 DT0656'1945 AND SET IN BEDROCK FLUSH.  IT IS 5 FEET S OF THE WITNESS
 DT0656'POST AND 92 FEET S OF THE CENTER OF THE ROAD TO STATION.  THE
 DT0656'MARK IS N OF THE STATION.
 DT0656'
 DT0656'HEIGHT OF LIGHT ABOVE STATION MARK - 1.0 METER.
 DT0656
 DT0656                          STATION RECOVERY (1966)
 DT0656
 DT0656'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JWC)
 DT0656'THE STATION MARK, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK WERE
 DT0656'RECOVERED IN GOOD CONDITION.  DUE TO ROAD CHANGES A NEW COMPLETE
 DT0656'DESCRIPTION FOLLOWS.
 DT0656'
 DT0656'THE STATION IS ABOUT 11 MILES NORTHEAST OF THE BEAVERHEAD RANGER
 DT0656'STATION AND 9 MILES WEST OF THE ADOBE RANCH HEADQUARTERS, ON THE
 DT0656'SUMMIT OF A CONE SHAPED, TIMBERED PEAK, THE MOST
 DT0656'SOUTH-SOUTHWESTERLY ONE OF THE INDIAN HILLS AND IS LOCALLY KNOWN AS
 DT0656'BIG INDIAN PEAK.
 DT0656'
 DT0656'TO REACH THE STATION FROM THE ENTRANCE TO THE BEAVERHEAD RANGER
 DT0656'STATION, GO NORTH ON STATE ROUTE 59 (GRAVELED ROAD) FOR 5.0
 DT0656'MILES TO A CATTLE GUARD AND THE NORTH EDGE OF THE GILA NATIONAL
 DT0656'FOREST.  CROSS CATTLE GUARD AND CONTINUE NORTHERLY FOR 3.75
 DT0656'MILES TO A FORK AND SIGN WET WEATHER DETOUR.  TAKE THE RIGHT
 DT0656'FORK AND GO NORTHEASTERLY ON MAIN TRAVELED ROAD FOR 2.7 MILES
 DT0656'TO A CATTLE GUARD AND A CORRAL ON THE RIGHT.  CROSS CATTLE
 DT0656'GUARD AND GO EASTERLY AND NORTHEASTERLY FOR 5.25 MILES TO A
 DT0656'CATTLE GUARD AND A SIGN ENTERING GILA NATIONAL FOREST.  CROSS
 DT0656'CATTLE GUARD AND CONTINUE NORTHEASTERLY ON MAIN TRAVELED
 DT0656'ROAD FOR 6.75 MILES TO A FORK.  TAKE THE RIGHT FORK AND GO
 DT0656'EASTERLY FOR 2.3 MILES TO A METAL WATER TANK ON THE RIGHT.
 DT0656'CONTINUE EASTERLY FOR 1.15 MILES TO A CATTLE GUARD.  CROSS
 DT0656'CATTLE GUARD AND GO SOUTHEASTERLY FOR 0.15 MILE TO A
 DT0656'DIM TRACK ROAD RIGHT.  TURN RIGHT AND GO SOUTHERLY ON TRACK
 DT0656'ROAD FOR 3.8 MILES TO A FORK AND A SIGN KENNEDY CANYON -
 DT0656'MULE CANYON.  TAKE THE RIGHT FORK AS PER SIGN MULE CANYON AND
 DT0656'CONTINUE SOUTH FOR 0.2 MILE TO A WIRE GATE.  (TO REACH THE
 DT0656'AZIMUTH MARK FROM THIS POINT, CONTINUE SOUTH AND WESTERLY
 DT0656'ON ROUGH, GRADED ROAD FOR 0.65 MILE TO THE MARK ON THE
 DT0656'LEFT.) PASS THROUGH GATE AND BEAR LEFT, ACROSS COUNTRY
 DT0656'FOR 0.35 MILE TO THE BASE OF THE PEAK AND END OF TRUCK
 DT0656'TRAVEL.  PACK WESTERLY UP RIDGE TO THE TOP OF PEAK AND STATION,
 DT0656'ABOUT A 30 MINUTE PACK.
 DT0656'
 DT0656'STATION MARK IS A U.S. GEOLOGICAL BENCH MARK DISK, NOT STAMPED,
 DT0656'CEMENTED IN A DRILL HOLE IN A 3 X 4 FOOT ROCK OUTCROP, THAT
 DT0656'PROJECTS 7 INCHES ABOVE THE GROUND.
 DT0656'
 DT0656'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED INDIAN USGS NO 1
 DT0656'1945, CEMENTED IN A DRILL HOLE IN A 2 X 4 FOOT BOULDER, THAT
 DT0656'PROJECTS 15 INCHES ABOVE THE GROUND.  IT IS ABOUT 1 FOOT HIGHER
 DT0656'THAN THE STATION.
 DT0656'
 DT0656'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED INDIAN USGS NO 2
 DT0656'1945, CEMENTED IN A DRILL HOLE IN A 2 X 3 FOOT ROCK OUTCROP
 DT0656'THAT PROJECTS 6 INCHES.  IT IS ABOUT 1 FOOT LOWER THAN THE
 DT0656'STATION.
 DT0656'
 DT0656'AZIMUTH MARK IS A STANDARD DISK, STAMPED INDIAN USGS 1945,
 DT0656'CEMENTED IN A DRILL HOLE IN A 1 X 3 FOOT ROCK OUTCROP THAT
 DT0656'PROJECTS 2 INCHES.  IT IS 98 FEET SOUTH OF THE TRACK ROAD AND
 DT0656'5 FEET SOUTH OF A WITNESS POST.
 DT0656'
 DT0656'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--10-1/2 MILES
 DT0656'NNE OF BEAVERHEAD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0529 ***********************************************************************
 GN0529  DESIGNATION -  INDIAN
 GN0529  PID         -  GN0529
 GN0529  STATE/COUNTY-  NM/RIO ARRIBA
 GN0529  USGS QUAD   -  JOHN MILLS LAKE (1963)
 GN0529
 GN0529                         *CURRENT SURVEY CONTROL
 GN0529  ___________________________________________________________________
 GN0529* NAD 83(1992)-  36 46 11.66570(N)    107 01 40.29607(W)     ADJUSTED  
 GN0529* NAVD 88     -      2473.5    (meters)    8115.     (feet)  VERTCON   
 GN0529  ___________________________________________________________________
 GN0529  LAPLACE CORR-           5.68  (seconds)                    DEFLEC99
 GN0529  GEOID HEIGHT-         -19.05  (meters)                     GEOID03
 GN0529
 GN0529  HORZ ORDER  -  THIRD
 GN0529
 GN0529.The horizontal coordinates were established by classical geodetic methods
 GN0529.and adjusted by the National Geodetic Survey in December 1993..
 GN0529
 GN0529.The NAVD 88 height was computed by applying the VERTCON shift value to
 GN0529.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GN0529
 GN0529.The Laplace correction was computed from DEFLEC99 derived deflections.
 GN0529
 GN0529.The geoid height was determined by GEOID03.
 GN0529
 GN0529;                    North         East     Units Scale Factor Converg.
 GN0529;SPC NM C     -   640,220.156   430,559.642   MT  0.99995939   -0 27 56.3
 GN0529;SPC NM C     - 2,100,455.63  1,412,594.43   sFT  0.99995939   -0 27 56.3
 GN0529;UTM  13      - 4,071,265.565   319,015.966   MT  1.00000355   -1 12 51.2
 GN0529
 GN0529!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GN0529!SPC NM C     -   0.99961496  x   0.99995939  =   0.99957437
 GN0529!UTM  13      -   0.99961496  x   1.00000355  =   0.99961851
 GN0529
 GN0529:                Primary Azimuth Mark                     Grid Az
 GN0529:SPC NM C     -  INDIAN AZ MK                             106 10 28.5
 GN0529:UTM  13      -  INDIAN AZ MK                             106 55 23.4
 GN0529
 GN0529|---------------------------------------------------------------------|
 GN0529| PID    Reference Object                     Distance      Geod. Az  |
 GN0529|                                                           dddmmss.s |
 GN0529| CD3522 INDIAN AZ MK                                       1054232.2 |
 GN0529| CD3523 INDIAN RM 1                          19.986 METERS 22536     |
 GN0529| CD3524 INDIAN RM 2                          13.871 METERS 29609     |
 GN0529|---------------------------------------------------------------------|
 GN0529
 GN0529                          SUPERSEDED SURVEY CONTROL
 GN0529
 GN0529  NAD 83(1992)-  36 46 11.66703(N)    107 01 40.29857(W) AD(       ) 3
 GN0529  NAD 83(1986)-  36 46 11.66594(N)    107 01 40.30028(W) AD(       ) 3
 GN0529  NAD 27      -  36 46 11.62370(N)    107 01 38.15630(W) AD(       ) 3
 GN0529  NGVD 29 (07/19/86) 2472.1    (m)         8111.     (f) VERT ANG       
 GN0529
 GN0529.Superseded values are not recommended for survey control.
 GN0529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0529.See file dsdata.txt to determine how the superseded data were derived.
 GN0529
 GN0529_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCA1901671266(NAD 83)
 GN0529_MARKER: DS = TRIANGULATION STATION DISK
 GN0529_SETTING: 0 = UNSPECIFIED SETTING
 GN0529
 GN0529  HISTORY     - Date     Condition        Report By
 GN0529  HISTORY     - 1961     MONUMENTED       CGS
 GN0529
 GN0529                          STATION DESCRIPTION
 GN0529
 GN0529'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 GN0529'THE STATION IS APPROXIMATELY 27 MILES SOUTHWEST OF CHAMA, 21
 GN0529'MILES NORTHWEST OF EL VADO, 12 MILES SOUTH OF DULCE, 1/2 MILE
 GN0529'WEST OF A GRAVEL ROAD, ON THE HIGHEST POINT OF THE SOUTH ONE OF
 GN0529'TWO ROCKY KNOLLS.
 GN0529'
 GN0529'TO REACH THE STATION FROM THE RAILROAD STATION IN DULCE, GO
 GN0529'SOUTH AND SOUTHWEST ON STATE HIGHWAY 17 FOR 10.4 MILES TO A GRAVEL
 GN0529'ROAD STRAIGHT AHEAD AT A SIGN LA JARA CUBA FARMINGTON.  BEAR
 GN0529'LEFT, STRAIGHT AHEAD AND GO SOUTHERLY ON THE GRAVEL ROAD
 GN0529'2.0 MILES TO THE TOP OF A GRADE, A LARGE PINE TREE WITH A
 GN0529'TRIANGULAR BLAZE ON THE RIGHT AND THE END OF TRUCK TRAVEL.
 GN0529'PACK WESTERLY ALONG THE SUMMIT OF A LOW RIDGE 0.3 MILE TO A
 GN0529'SADDLE ON THE TOP OF A ROCKY BUTTE.  BEAR LEFT AND GO SOUTH UP
 GN0529'THE NORTH SIDE OF THE SOUTH KNOLL 0.2 MILE TO THE HIGHEST
 GN0529'POINT OF THE RIDGE AND THE STATION.  FORTY-FIVE MINUTE PACK.
 GN0529'
 GN0529'STATION MARKS ARE STANDARD DISKS STAMPED INDIAN 1961.  THE
 GN0529'SURFACE DISK IS BRAZED TO THE TOP OF A 2-INCH IRON PIPE WHICH
 GN0529'PROJECTS 10 INCHES.  IT IS ON THE HIGHEST POINT OF THE HILL
 GN0529'AND 34 FEET SOUTH OF A 20-INCH PINE TREE WITH A TRIANGULAR BLAZE.
 GN0529'THE UNDERGROUND DISK IS SET IN A IRREGULAR MASS OF CONCRETE
 GN0529'26 INCHES BELOW THE SURFACE OF THE GROUND.
 GN0529'
 GN0529'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED INDIAN NO 1 1961,
 GN0529'IS CEMENTED IN A DRILL HOLE IN THE TOP AND NEAR THE EAST END
 GN0529'OF AN 8 BY 10 FOOT BOULDER WHICH PROJECTS 5 FEET ON THE EAST
 GN0529'SIDE.
 GN0529'
 GN0529'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED INDIAN NO 2 1961,
 GN0529'IS CEMENTED IN A DRILL HOLE IN THE TOP OF A 2 BY 5 FOOT BOULDER
 GN0529'WHICH PROJECTS 3 FEET.
 GN0529'
 GN0529'AZIMUTH MARK, A STANDARD DISK STAMPED INDIAN 1961, IS CEMENTED
 GN0529'IN A DRILL HOLE IN A LARGE ROCK OUTCROP WHICH PROJECTS 8 FEET
 GN0529'ON THE WEST SIDE.  IT IS 109 FEET EAST OF THE CENTER OF A
 GN0529'GRAVEL ROAD AND 50 FEET HIGHER THAN THE ROAD.
 GN0529'
 GN0529'TO REACH THE AZIMUTH MARK FROM THE TOP OF THE GRADE MENTIONED
 GN0529'IN THE TO REACH THE STATION, CONTINUE SOUTH ON THE GRAVEL ROAD
 GN0529'0.3 MILE TO THE AZIMUTH MARK ON THE LEFT IN THE MOST WESTERLY
 GN0529'ONE OF A GROUP OF LARGE ROCK OUTCROPS, 10 FEET NORTHEAST
 GN0529'OF THREE LARGE PINE TREES, ONE OF THESE TREES HAS A LARGE
 GN0529'BLAZE ON THE WEST SIDE.
 GN0529'
 GN0529'NOTE--REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0784 ***********************************************************************
 CW0784  DESIGNATION -  INDIAN
 CW0784  PID         -  CW0784
 CW0784  STATE/COUNTY-  NM/EDDY
 CW0784  USGS QUAD   -  CAWLEY DRAW (1978)
 CW0784
 CW0784                         *CURRENT SURVEY CONTROL
 CW0784  ___________________________________________________________________
 CW0784* NAD 83(1992)-  32 27 44.60183(N)    104 43 50.54017(W)     ADJUSTED  
 CW0784* NAVD 88     -      1431.     (meters)    4695.     (feet)  VERTCON   
 CW0784  ___________________________________________________________________
 CW0784  LAPLACE CORR-          -4.84  (seconds)                    DEFLEC99
 CW0784  GEOID HEIGHT-         -22.58  (meters)                     GEOID03
 CW0784
 CW0784  HORZ ORDER  -  SECOND
 CW0784
 CW0784.The horizontal coordinates were established by classical geodetic methods
 CW0784.and adjusted by the National Geodetic Survey in December 1993..
 CW0784
 CW0784.The NAVD 88 height was computed by applying the VERTCON shift value to
 CW0784.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CW0784
 CW0784.The Laplace correction was computed from DEFLEC99 derived deflections.
 CW0784
 CW0784.The geoid height was determined by GEOID03.
 CW0784
 CW0784;                    North         East     Units Scale Factor Converg.
 CW0784;SPC NM E     -   162,207.661   127,643.976   MT  0.99992629   -0 12 47.8
 CW0784;SPC NM E     -   532,176.30    418,778.61   sFT  0.99992629   -0 12 47.8
 CW0784;SPC NM C     -   163,153.236   642,830.624   MT  1.00015149   +0 48 56.2
 CW0784;SPC NM C     -   535,278.58  2,109,020.14   sFT  1.00015149   +0 48 56.2
 CW0784;UTM  13      - 3,591,721.867   525,307.855   MT  0.99960790   +0 08 40.4
 CW0784
 CW0784!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CW0784!SPC NM E     -   0.99977898  x   0.99992629  =   0.99970529
 CW0784!SPC NM C     -   0.99977898  x   1.00015149  =   0.99993044
 CW0784!UTM  13      -   0.99977898  x   0.99960790  =   0.99938697
 CW0784
 CW0784:                Primary Azimuth Mark                     Grid Az
 CW0784:SPC NM E     -  HOPKINS                                  056 14 23.1
 CW0784:SPC NM C     -  HOPKINS                                  055 12 39.1
 CW0784:UTM  13      -  HOPKINS                                  055 52 54.9
 CW0784
 CW0784|---------------------------------------------------------------------|
 CW0784| PID    Reference Object                     Distance      Geod. Az  |
 CW0784|                                                           dddmmss.s |
 CW0784| CW0823 HOPKINS                             APPROX. 8.1 KM 0560135.3 |
 CW0784| CH9647 INDIAN AZ MK                                       1605417.6 |
 CW0784| CH9649 INDIAN RM 2                           5.373 METERS 22845     |
 CW0784| CH9648 INDIAN RM 1                           6.943 METERS 32820     |
 CW0784|---------------------------------------------------------------------|
 CW0784
 CW0784                          SUPERSEDED SURVEY CONTROL
 CW0784
 CW0784  NAD 83(1986)-  32 27 44.60558(N)    104 43 50.53647(W) AD(       ) 2
 CW0784  NAD 27      -  32 27 44.22500(N)    104 43 48.65700(W) AD(       ) 2
 CW0784  NGVD 29 (07/19/86) 1430.     (m)         4692.     (f) VERT ANG       
 CW0784
 CW0784.Superseded values are not recommended for survey control.
 CW0784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0784.See file dsdata.txt to determine how the superseded data were derived.
 CW0784
 CW0784_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SER2530891722(NAD 83)
 CW0784_MARKER: DD = SURVEY DISK
 CW0784_SETTING: 66 = SET IN ROCK OUTCROP
 CW0784
 CW0784  HISTORY     - Date     Condition        Report By
 CW0784  HISTORY     - 1944     MONUMENTED       USGS
 CW0784
 CW0784                          STATION DESCRIPTION
 CW0784
 CW0784'DESCRIBED BY US GEOLOGICAL SURVEY 1944 (EHB)
 CW0784'STATION IS LOCATED ON A LOW HILL 2 MILES AIRLINE W OF CARLSBAD,
 CW0784'AND ABOUT 4 MILES WNW OF THE CAWLEY RANCH BUILDINGS.
 CW0784'
 CW0784'STATION MARK IS A U.S.G.S STATION DISK WEDGED INA DRILL
 CW0784'HOLE IN OUTCROPPING BEDROCK FLUSH WITH GROUND.  STAMPED VA
 CW0784'BM 4693 1940 INDIAN.
 CW0784'
 CW0784'REFERENCE MARK 1 IS A U.S.G.S. REFERENCE DISK WEDGED IN A
 CW0784'DRILL HOLE IN OUTCROPPING BEDROCK FLUSH WITH GROUND.  STAMPED
 CW0784'NO 1.
 CW0784'
 CW0784'REFERENCE MARK 2 IS A U.S.G.S. REFERENCE DISK WEDGED IN A
 CW0784'DRILL HOLE IN OUTCROPPING BEDROCK FLUSH WITH GROUND.  STAMPED
 CW0784'NO 2.
 CW0784'
 CW0784'AZIMUTH MARK IS ABOUT 0.8 MILE SSE OF THE STATION, ABOUT
 CW0784'50 YARDS S OF TRACK ROAD, A BRONZE AZIMUTH DISK SET IN A
 CW0784'DRILL HOLE IN A ROCK OUTCROPPING ON THE E BANK OF A ROCKY
 CW0784'DRAW, ABOUT 5 FEET W OF A ROCK CAIRN WITH WHITE 4- BY 4-INCH
 CW0784'MARKER POST IN ITS CENTER.  STAMPED INDIAN USGS 1944.
 CW0784'
 CW0784'TO REACH THE STATION FROM THE EDDY COUNTY COURTHOUSE IN
 CW0784'CARLSBAD, GO N ON U.S. HIGHWAY 285 FOR 12 MILES TO SERVICE
 CW0784'STATION AND GRADED ROAD RIGHT.  TURN RIGHT AS PER SIGN EL
 CW0784'PASO GAP AND FOLLOW MAIN-TRAVELED GRADED ROAD 11.2 MILES TO
 CW0784'ROAD RIGHT AT SIGN CAWLEY RANCH.  TAKE ROAD RIGHT 2.1 MILES,
 CW0784'PASS THROUGH CATTLE GUARD, THENCE LEFT FORK 6.7 MILES TO
 CW0784'GATE.  PASS THROUGH GATE AND TAKE LEFT FORK 0.8 MILE TO
 CW0784'FORKS AT THE CAWLEY RANCH HEADQUARTERS.  TAKE RIGHT FORK
 CW0784'NW 0.3 MILE.  KEEP STRAIGHT AHEAD ON RIGHT FORK ON
 CW0784'MAIN-TRAVELED ROAD WNW 4.9 MILES TO FORKS.  TAKE RIGHT FORK 0.3
 CW0784'MILE TO WINDMILL AND LARGE CONCRETE TANK.  FROM WINDMILL
 CW0784'GO NE, UP DRAW, 0.45 MILE, THENCE RIGHT E 0.3 MILE TO TOP
 CW0784'OF HILL AND STATION, ON HIGHEST POINT NEAR A WHITE 4- BY
 CW0784'4-INCH WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GO0367 ***********************************************************************
 GO0367  DESIGNATION -  ING DEST
 GO0367  PID         -  GO0367
 GO0367  STATE/COUNTY-  NM/SAN JUAN
 GO0367  USGS QUAD   -  FARMINGTON NORTH (1979)
 GO0367
 GO0367                         *CURRENT SURVEY CONTROL
 GO0367  ___________________________________________________________________
 GO0367* NAD 83(1992)-  36 46 49.12672(N)    108 10 39.72910(W)     ADJUSTED  
 GO0367* NAVD 88     -      1817.6    (meters)    5963.     (feet)  VERTCON   
 GO0367  ___________________________________________________________________
 GO0367  LAPLACE CORR-           0.91  (seconds)                    DEFLEC99
 GO0367  GEOID HEIGHT-         -21.05  (meters)                     GEOID03
 GO0367
 GO0367  HORZ ORDER  -  THIRD
 GO0367
 GO0367.The horizontal coordinates were established by classical geodetic methods
 GO0367.and adjusted by the National Geodetic Survey in December 1993..
 GO0367
 GO0367.The NAVD 88 height was computed by applying the VERTCON shift value to
 GO0367.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GO0367
 GO0367.The Laplace correction was computed from DEFLEC99 derived deflections.
 GO0367
 GO0367.The geoid height was determined by GEOID03.
 GO0367
 GO0367;                    North         East     Units Scale Factor Converg.
 GO0367;SPC NM W     -   641,158.635   799,261.670   MT  0.99992830   -0 12 22.3
 GO0367;SPC NM W     - 2,103,534.62  2,622,244.33   sFT  0.99992830   -0 12 22.3
 GO0367;UTM  12      - 4,074,218.155   751,866.608   MT  1.00038159   +1 41 26.6
 GO0367
 GO0367!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GO0367!SPC NM W     -   0.99971814  x   0.99992830  =   0.99964646
 GO0367!UTM  12      -   0.99971814  x   1.00038159  =   1.00009962
 GO0367
 GO0367:                Primary Azimuth Mark                     Grid Az
 GO0367:SPC NM W     -  PIT                                      131 05 13.7
 GO0367:UTM  12      -  PIT                                      129 11 24.8
 GO0367
 GO0367|---------------------------------------------------------------------|
 GO0367| PID    Reference Object                     Distance      Geod. Az  |
 GO0367|                                                           dddmmss.s |
 GO0367| GO0377 PIT                                 APPROX. 5.9 KM 1305251.4 |
 GO0367|---------------------------------------------------------------------|
 GO0367
 GO0367                          SUPERSEDED SURVEY CONTROL
 GO0367
 GO0367  NAD 83(1992)-  36 46 49.12671(N)    108 10 39.72946(W) AD(       ) 3
 GO0367  NAD 83(1986)-  36 46 49.11950(N)    108 10 39.73826(W) AD(       ) 3
 GO0367  NAD 27      -  36 46 49.11043(N)    108 10 37.46849(W) AD(       ) 3
 GO0367  NGVD 29 (07/19/86) 1816.6    (m)         5960.     (f) VERT ANG       
 GO0367
 GO0367.Superseded values are not recommended for survey control.
 GO0367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GO0367.See file dsdata.txt to determine how the superseded data were derived.
 GO0367
 GO0367_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYF5186774218(NAD 83)
 GO0367_MARKER: DD = SURVEY DISK
 GO0367_SETTING: 0 = UNSPECIFIED SETTING
 GO0367_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GO0367
 GO0367  HISTORY     - Date     Condition        Report By
 GO0367  HISTORY     - 1960     MONUMENTED       USGS
 GO0367
 GO0367                          STATION DESCRIPTION
 GO0367
 GO0367'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 GO0367'TO REACH FROM FARMINGTON, NEW MEXICO, FROM THE INTERSECTION AT N.
 GO0367'BUTLER AVE. AND E. 20TH ST. GO N. ON BUTLER 0.5 MI. TO RD. FORK, TAKE
 GO0367'RIGHT FORK AND FOLLOW MAIN GRAVEL RD. NORTHEASTERLY 1.2 MI. TO RD.
 GO0367'FORK, TAKE RIGHT FORK AND DRIVE 0.2 MI. TO RD. FORK, TAKE LEFT FORK
 GO0367'AND DRIVE 0.2 MI. TO RD. FORK, TAKE LEFT FORK AND DRIVE 0.1 MI. TO
 GO0367'FENCE AT HOUSE, TURN LEFT (N.) ALONG FENCE AND DRIVE 0.6 MI. ALONG
 GO0367'RD., TURN RIGHT AND DRIVE CROSS COUNTRY 0.2 MI. TO HIGHEST POINT OF
 GO0367'HILL AND STATION MARK.
 GO0367'
 GO0367'STATION MARK--STATION MARK IS A STANDARD USGS TRIANGULATION TABLET
 GO0367'CEMENTED IN A 2 IN. PIPE SET FLUSH WITH GROUND.  TABLET IS STAMPED
 GO0367'---ING 1960---.
 GO0367'
 GO0367'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI5439 ***********************************************************************
 AI5439  CBN         -  This is a Cooperative Base Network Control Station.
 AI5439  DESIGNATION -  INITIAL POINT
 AI5439  PID         -  AI5439
 AI5439  STATE/COUNTY-  NM/SOCORRO
 AI5439  USGS QUAD   -  SAN ACACIA (1971)
 AI5439
 AI5439                         *CURRENT SURVEY CONTROL
 AI5439  ___________________________________________________________________
 AI5439* NAD 83(1992)-  34 15 35.94552(N)    106 53 14.96220(W)     ADJUSTED  
 AI5439* NAVD 88     -      1497.9    (meters)    4914.     (feet)  GPS OBS   
 AI5439  ___________________________________________________________________
 AI5439  X           -  -1,533,309.911 (meters)                     COMP
 AI5439  Y           -  -5,050,681.752 (meters)                     COMP
 AI5439  Z           -   3,571,149.194 (meters)                     COMP
 AI5439  LAPLACE CORR-           0.88  (seconds)                    DEFLEC99
 AI5439  ELLIP HEIGHT-        1475.96  (meters)          (05/26/00) GPS OBS
 AI5439  GEOID HEIGHT-         -21.84  (meters)                     GEOID03
 AI5439
 AI5439  HORZ ORDER  -  A
 AI5439  ELLP ORDER  -  SECOND    CLASS I
 AI5439
 AI5439.The horizontal coordinates were established by GPS observations
 AI5439.and adjusted by the National Geodetic Survey in May 2000..
 AI5439
 AI5439.The orthometric height was determined by GPS observations and a
 AI5439.high-resolution geoid model.
 AI5439
 AI5439.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5439
 AI5439.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI5439
 AI5439.The ellipsoidal height was determined by GPS observations
 AI5439.and is referenced to NAD 83.
 AI5439
 AI5439.The geoid height was determined by GEOID03.
 AI5439
 AI5439;                    North         East     Units Scale Factor Converg.
 AI5439;SPC NM C     -   361,673.586   441,291.123   MT  0.99994247   -0 21 32.0
 AI5439;SPC NM C     - 1,186,590.76  1,447,802.63   sFT  0.99994247   -0 21 32.0
 AI5439;UTM  13      - 3,792,594.974   326,215.654   MT  0.99997229   -1 03 46.2
 AI5439
 AI5439!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5439!SPC NM C     -   0.99976836  x   0.99994247  =   0.99971084
 AI5439!UTM  13      -   0.99976836  x   0.99997229  =   0.99974065
 AI5439
 AI5439                          SUPERSEDED SURVEY CONTROL
 AI5439
 AI5439.No superseded survey control is available for this station.
 AI5439
 AI5439_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT2621692595(NAD 83)
 AI5439_MARKER: DD = SURVEY DISK
 AI5439_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AI5439_STAMPING: NMPM INITIAL POINT 1855 1956 R1WS36/RIES31/S1/S6
 AI5439_MARK LOGO: BLM   
 AI5439_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AI5439_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AI5439_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5439+SATELLITE: SATELLITE OBSERVATIONS - March 13, 2006
 AI5439
 AI5439  HISTORY     - Date     Condition        Report By
 AI5439  HISTORY     - 1956     MONUMENTED       BLM
 AI5439  HISTORY     - 19990405 GOOD             NGS
 AI5439  HISTORY     - 20060313 GOOD             GEOCAC
 AI5439
 AI5439                          STATION DESCRIPTION
 AI5439
 AI5439'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (WAS)
 AI5439'THE STATION IS LOCATED ABOUT 12 MI (19.3 KM) NORTH OF SOCORRO, 0.5 MI
 AI5439'(0.8 KM) NORTHEAST OF SAN ACACIA, ON THE HIGH POINT OF A PROMINENT
 AI5439'BUTTE JUST WEST OF THE RIO GRANDE.  OWNERSHIP--INDIAN HILL FARMS, BOX
 AI5439'4, SOCORRO NM 87831.  TO REACH THE STATION FROM INTERSTATE HIGHWAY 25
 AI5439'EXIT 163 (SAN ACACIA EXIT), ABOUT 12 MI (19.3 KM) NORTH OF SOCORRO, GO
 AI5439'EAST FOR 0.75 MI (1.21 KM) ON A PAVED ROAD, PASSING THROUGH THE
 AI5439'VILLAGE OF SAN ACACIA TO A T-INTERSECTION WITH A GRAVEL ROAD.  TURN
 AI5439'LEFT, NORTHEAST, ON THE GRAVEL ROAD AND GO 0.4 MI (0.6 KM) TO AN
 AI5439'ENTRANCE GATE TO THE DIVERSION DAM OPERATIONS COMPLEX.  JUST BEFORE
 AI5439'THE GATE, TURN LEFT, NORTH AND GO 0.05 MI (0.08 KM) TO THE ENTRANCE TO
 AI5439'THE SAN ACACIA CEMETERY, SURROUNDED BY A METAL PIPE FENCE.  THE
 AI5439'VEHICLE SHOULD BE PARKED NEAR THE SOUTH EDGE OF THE CEMETERY.  THE
 AI5439'STATION IS ON TOP OF THE PROMINENT BUTTE IMMEDIATELY EAST OF THE
 AI5439'CEMETERY AND MUST BE PACKED.  FROM THE VEHICLE PARK, WALK NORTH FOR
 AI5439'ABOUT 200 M (656.2 FT) ALONG THE NORTH-SOUTH FENCE THAT LIES JUST EAST
 AI5439'OF THE CEMETERY.  TURN RIGHT, EAST, CROSS THE FENCE, AND GO ABOUT 200
 AI5439'M (656.2 FT) CROSS COUNTRY AND UP THE STEEP WEST FACE OF THE BUTTE TO
 AI5439'THE TOP OF THE BUTTE. GO TO A 1.5 M (4.9 FT) TALL METAL MEMORIAL CROSS
 AI5439'THAT IS SET ALONG THE WEST EDGE OF TOP OF THE BUTTE.  FROM THE CROSS,
 AI5439'GO EAST ABOUT 50 M (164.0 FT) TO THE STATION, NEAR THE HIGH POINT OF
 AI5439'THE BUTTE AND WITHIN A PREHISTORIC PUEBLO RUIN SITE WITH BUILDING
 AI5439'STONES ALL AROUND THE STATION AREA.  THE STATION IS SET IN THE TOP OF
 AI5439'A 0.1 M (0.3 FT) TALL SQUARE CONCRETE POST WITH BEVELLED CORNERS, 0.14
 AI5439'M (0.46 FT) ON EACH LONG SIDE, THAT IS EMBEDDED IN A 0.5 M (1.6 FT)
 AI5439'DIAMETER IRREGULARLY SHAPED CONCRETE MASS THAT PROJECTS 0.1 M (0.3 FT)
 AI5439'ABOVE GROUND LEVEL.  LOCATED ABOUT 175 M (574.1 FT) NORTH OF THE VERY
 AI5439'SOUTHERNMOST TIP OF THE MESA TOP, 51 M (167.3 FT) EAST OF A 1.5 M (4.9
 AI5439'FT) TALL METAL MEMORIAL CROSS THAT IS SET IN ROCK AT THE VERY WEST
 AI5439'EDGE OF THE MESA TOP, 4.09 M (13.42 FT) SOUTHWEST OF A BLM REFERENCE
 AI5439'MARK CAP (T1N R1E S31) ON A PIPE SET IN CONCRETE, AND 4.02 M (13.19
 AI5439'FT) NORTHWEST OF A BLM REFERENCE MARK CAP (T1S R1E S6) ON A PIPE SET
 AI5439'IN CONCRETE.
 AI5439
 AI5439                          STATION RECOVERY (2006)
 AI5439
 AI5439'RECOVERY NOTE BY GEOCACHING 2006 (BMC)
 AI5439'APPROXIMATELY 4 METERS TO THE NW OF THE STATION IS A BLM REFERENCE
 AI5439'MARK CAP (T1N R1W S36) ON A PIPE SET IN CONCRETE.  APPROXIMATELY 4
 AI5439'METERS TO THE SW OF THE STATION IS A BLM REFERENCE MARK CAP (T1S R1W
 AI5439'S1) ON A PIPE SET IN CONCRETE.  ALL FOUR REFERENCE MARKS ARE STAMPED
 AI5439'1956.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS1211 ***********************************************************************
 DS1211  DESIGNATION -  INST
 DS1211  PID         -  DS1211
 DS1211  STATE/COUNTY-  NM/OTERO
 DS1211  USGS QUAD   -  CAPITOL PEAK SE (1981)
 DS1211
 DS1211                         *CURRENT SURVEY CONTROL
 DS1211  ___________________________________________________________________
 DS1211* NAD 83(1992)-  33 21 34.80631(N)    106 17 08.73607(W)     ADJUSTED  
 DS1211* NAVD 88     -      1298.     (meters)    4259.     (feet)  SCALED    
 DS1211  ___________________________________________________________________
 DS1211  LAPLACE CORR-           2.15  (seconds)                    DEFLEC99
 DS1211  GEOID HEIGHT-         -22.46  (meters)                     GEOID03
 DS1211
 DS1211  HORZ ORDER  -  SECOND
 DS1211
 DS1211.The horizontal coordinates were established by classical geodetic methods
 DS1211.and adjusted by the National Geodetic Survey in December 1993..
 DS1211
 DS1211.The orthometric height was scaled from a topographic map.
 DS1211
 DS1211.The Laplace correction was computed from DEFLEC99 derived deflections.
 DS1211
 DS1211.The geoid height was determined by GEOID03.
 DS1211
 DS1211;                    North         East     Units Scale Factor Converg.
 DS1211;SPC NM C     -   261,638.108   496,672.069   MT  0.99990014   -0 01 10.8
 DS1211;SPC NM C     -   858,391.03  1,629,498.28   sFT  0.99990014   -0 01 10.8
 DS1211;UTM  13      - 3,691,899.131   380,375.352   MT  0.99977643   -0 42 25.6
 DS1211
 DS1211!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS1211!SPC NM C     -   0.99979984  x   0.99990014  =   0.99970000
 DS1211!UTM  13      -   0.99979984  x   0.99977643  =   0.99957632
 DS1211
 DS1211                          SUPERSEDED SURVEY CONTROL
 DS1211
 DS1211  NAD 83(1986)-  33 21 34.81338(N)    106 17 08.73867(W) AD(       ) 2
 DS1211  NAD 27      -  33 21 34.53924(N)    106 17 06.73226(W) AD(       ) 2
 DS1211
 DS1211.Superseded values are not recommended for survey control.
 DS1211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS1211.See file dsdata.txt to determine how the superseded data were derived.
 DS1211
 DS1211_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS8037591899(NAD 83)
 DS1211_MARKER: DD = SURVEY DISK
 DS1211_SETTING: 0 = UNSPECIFIED SETTING
 DS1211_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DS1211
 DS1211  HISTORY     - Date     Condition        Report By
 DS1211  HISTORY     - 1967     MONUMENTED       USAF
 DS1211
 DS1211                          STATION DESCRIPTION
 DS1211
 DS1211'DESCRIBED BY US AIR FORCE 1967 (JWC)
 DS1211'THE STATION IS ABOUT 25 MILES NORTH-NORTHWEST OF TULAROSA, 16 MILES
 DS1211'SOUTHWEST OF OSCURO, 12-1/2 MILES WEST-NORTHWEST OF THREE RIVERS,
 DS1211'ON THE SOUTHWEST SIDE OF A NORTHWEST-SOUTHEAST DIRT ROAD.
 DS1211'
 DS1211'THE MARK IS A BRONZE DISK OF THE HOLLOMAN AIR FORCE BASE, STAMPED
 DS1211'INST H.A.F.B. 1951, CEMENTED IN A DRILL HOLE IN THE TOP OF AN 8 BY
 DS1211'11 FOOT CONCRETE FOUNDATION, THAT PROJECTS 2 INCHES.  IT IS 79.0
 DS1211'FEET SOUTHWEST OF THE CENTERLINE OF A DIRT ROAD AND 62.5 FEET
 DS1211'SOUTH OF A WITNESS POST.
 DS1211'
 DS1211'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION ARMY 7,
 DS1211'THE DISTANCE BEING 65.36 FEET OR 19.922 METERS SOUTH-SOUTHWEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS1429 ***********************************************************************
 DS1429  DESIGNATION -  IRON MOUNTAIN
 DS1429  PID         -  DS1429
 DS1429  STATE/COUNTY-  NM/SIERRA
 DS1429  USGS QUAD   -  IRON MOUNTAIN (1965)
 DS1429
 DS1429                         *CURRENT SURVEY CONTROL
 DS1429  ___________________________________________________________________
 DS1429* NAD 83(1992)-  33 28 18.79883(N)    107 38 19.58234(W)     ADJUSTED  
 DS1429* NAVD 88     -      2472.9    (meters)    8113.     (feet)  VERTCON   
 DS1429  ___________________________________________________________________
 DS1429  LAPLACE CORR-          -0.23  (seconds)                    DEFLEC99
 DS1429  GEOID HEIGHT-         -22.37  (meters)                     GEOID03
 DS1429
 DS1429  HORZ ORDER  -  THIRD
 DS1429
 DS1429.The horizontal coordinates were established by classical geodetic methods
 DS1429.and adjusted by the National Geodetic Survey in December 1993..
 DS1429
 DS1429.The NAVD 88 height was computed by applying the VERTCON shift value to
 DS1429.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DS1429
 DS1429.The Laplace correction was computed from DEFLEC99 derived deflections.
 DS1429
 DS1429.The geoid height was determined by GEOID03.
 DS1429
 DS1429;                    North         East     Units Scale Factor Converg.
 DS1429;SPC NM W     -   274,104.342   848,083.401   MT  0.99992070   +0 06 26.3
 DS1429;SPC NM W     -   899,290.66  2,782,420.29   sFT  0.99992070   +0 06 26.3
 DS1429;SPC NM C     -   274,945.745   370,917.914   MT  1.00010536   -0 45 57.8
 DS1429;SPC NM C     -   902,051.17  1,216,919.86   sFT  1.00010536   -0 45 57.8
 DS1429;UTM  13      - 3,706,718.217   254,783.182   MT  1.00034140   -1 27 21.9
 DS1429
 DS1429!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS1429!SPC NM W     -   0.99961542  x   0.99992070  =   0.99953615
 DS1429!SPC NM C     -   0.99961542  x   1.00010536  =   0.99972074
 DS1429!UTM  13      -   0.99961542  x   1.00034140  =   0.99995669
 DS1429
 DS1429:                Primary Azimuth Mark                     Grid Az
 DS1429:SPC NM W     -  SAWMILL PEAK                             262 06 21.4
 DS1429:SPC NM C     -  SAWMILL PEAK                             262 58 45.5
 DS1429:UTM  13      -  SAWMILL PEAK                             263 40 09.6
 DS1429
 DS1429|---------------------------------------------------------------------|
 DS1429| PID    Reference Object                     Distance      Geod. Az  |
 DS1429|                                                           dddmmss.s |
 DS1429| DS1439 SAWMILL PEAK                        APPROX.15.9 KM 2621247.7 |
 DS1429|---------------------------------------------------------------------|
 DS1429
 DS1429                          SUPERSEDED SURVEY CONTROL
 DS1429
 DS1429  NAD 83(1986)-  33 28 18.80283(N)    107 38 19.58280(W) AD(       ) 3
 DS1429  NAD 83(1986)-  33 28 18.81270(N)    107 38 19.55579(W) AD(       ) 3
 DS1429  NAD 27      -  33 28 18.55311(N)    107 38 17.43800(W) AD(       ) 3
 DS1429  NGVD 29 (07/19/86) 2472.0    (m)         8110.     (f) VERT ANG       
 DS1429
 DS1429.Superseded values are not recommended for survey control.
 DS1429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS1429.See file dsdata.txt to determine how the superseded data were derived.
 DS1429
 DS1429_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBT5478306718(NAD 83)
 DS1429_MARKER: DS = TRIANGULATION STATION DISK
 DS1429_SETTING: 66 = SET IN ROCK OUTCROP
 DS1429_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 DS1429_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DS1429+STABILITY: POSITION/ELEVATION WELL
 DS1429
 DS1429  HISTORY     - Date     Condition        Report By
 DS1429  HISTORY     - 1960     MONUMENTED       USFS
 DS1429  HISTORY     - 1964     GOOD             USGS
 DS1429
 DS1429                          STATION DESCRIPTION
 DS1429
 DS1429'DESCRIBED BY US FOREST SERVICE 1960 (CCD)
 DS1429'ON THE MOST NORTHERN ROUND POINT OF IRON MOUNTAIN - NOT THE
 DS1429'HIGHEST POINT.  ABOUT 8 MILES NORTH OF WINSTON, NEW MEXICO
 DS1429'AND 27 MILES EAST OF BEAVERHEAD, NEW MEXICO.
 DS1429'
 DS1429'STATION IS REACHED FROM WINSTON, NORTH ABOUT 10 MILES TO HIPPS
 DS1429'STORE.  THEN DRIVE EAST ON A DIM ROAD ABOUT 2 MILES TO THE
 DS1429'FOOT OF IRON MOUNTAIN.  THEN ON FOOT TO STATION, ABOUT A 20
 DS1429'MINUTE WALK.
 DS1429'
 DS1429'STATION MARK--STANDARD USFS TABLET IN ROCK OUTCROP, STAMPED
 DS1429'FIRE CONTROL VISIBLE AREA MAP POINT.  IRON MT. 10-15-1938.
 DS1429'
 DS1429'SIGNAL--NONE
 DS1429
 DS1429                          STATION RECOVERY (1964)
 DS1429
 DS1429'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 DS1429'ON THE MOST NORTHERN ROUND POINT OF IRON MOUNTAIN -- NOT THE HIGHEST
 DS1429'POINT.  ABOUT 8 MI. N. OF WINSTON, NEW MEXICO, AND 27 MI. E. OF
 DS1429'BEAVERHEAD, NEW MEXICO.
 DS1429'
 DS1429'STATION IS REACHED FROM WINSTON, N. ABOUT 10 MI. TO HIPPS STORE, THEN
 DS1429'DRIVE E. ON A DIM ROAD ABOUT 2 MI. TO THE FOOT OF IRON MOUNTAIN, THEN
 DS1429'ON FOOT TO STATION, ABOUT A 20 MINUTE WALK.
 DS1429'
 DS1429'STATION MARK--STANDARD USFS TABLET IN ROCK OUTCROP, STAMPED---FIRE
 DS1429'CONTROL VISIBLE AREA MAP POINT.  IRON MT. 10-15-1958---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0668 ***********************************************************************
 EQ0668  DESIGNATION -  ISLETA AZ MK
 EQ0668  PID         -  EQ0668
 EQ0668  STATE/COUNTY-  NM/BERNALILLO
 EQ0668  USGS QUAD   -  ISLETA (1991)
 EQ0668
 EQ0668                         *CURRENT SURVEY CONTROL
 EQ0668  ___________________________________________________________________
 EQ0668* NAD 83(1992)-  34 54 06.65892(N)    106 42 31.50241(W)     ADJUSTED  
 EQ0668* NAVD 88     -      1517.119  (meters)    4977.41   (feet)  ADJUSTED  
 EQ0668  ___________________________________________________________________
 EQ0668  LAPLACE CORR-           3.37  (seconds)                    DEFLEC99
 EQ0668  GEOID HEIGHT-         -21.64  (meters)                     GEOID03
 EQ0668  DYNAMIC HT  -        1515.031 (meters)    4970.56  (feet)  COMP
 EQ0668  MODELED GRAV-     979,205.9   (mgal)                       NAVD 88
 EQ0668
 EQ0668  HORZ ORDER  -  SECOND
 EQ0668  VERT ORDER  -  FIRST     CLASS II
 EQ0668
 EQ0668.The horizontal coordinates were established by classical geodetic methods
 EQ0668.and adjusted by the National Geodetic Survey in December 1993..
 EQ0668
 EQ0668.The orthometric height was determined by differential leveling
 EQ0668.and adjusted by the National Geodetic Survey in June 1991..
 EQ0668
 EQ0668.The Laplace correction was computed from DEFLEC99 derived deflections.
 EQ0668
 EQ0668.The geoid height was determined by GEOID03.
 EQ0668
 EQ0668.The dynamic height is computed by dividing the NAVD 88
 EQ0668.geopotential number by the normal gravity value computed on the
 EQ0668.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0668.degrees latitude (g = 980.6199 gals.).
 EQ0668
 EQ0668.The modeled gravity was interpolated from observed gravity values.
 EQ0668
 EQ0668;                    North         East     Units Scale Factor Converg.
 EQ0668;SPC NM C     -   432,782.576   458,075.583   MT  0.99992166   -0 15 45.0
 EQ0668;SPC NM C     - 1,419,887.50  1,502,869.64   sFT  0.99992166   -0 15 45.0
 EQ0668;SPC NM W     -   433,270.914   932,777.261   MT  1.00004681   +0 38 36.6
 EQ0668;SPC NM W     - 1,421,489.66  3,060,286.73   sFT  1.00004681   +0 38 36.6
 EQ0668;UTM  13      - 3,863,490.916   343,879.656   MT  0.99990041   -0 58 40.4
 EQ0668
 EQ0668!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EQ0668!SPC NM C     -   0.99976531  x   0.99992166  =   0.99968699
 EQ0668!SPC NM W     -   0.99976531  x   1.00004681  =   0.99981211
 EQ0668!UTM  13      -   0.99976531  x   0.99990041  =   0.99966574
 EQ0668
 EQ0668:                Primary Azimuth Mark                     Grid Az
 EQ0668:SPC NM C     -  ISLETA CATHOLIC CH CROSS                 060 55 26.0
 EQ0668:SPC NM W     -  ISLETA CATHOLIC CH CROSS                 060 01 04.4
 EQ0668:UTM  13      -  ISLETA CATHOLIC CH CROSS                 061 38 21.4
 EQ0668
 EQ0668|---------------------------------------------------------------------|
 EQ0668| PID    Reference Object                     Distance      Geod. Az  |
 EQ0668|                                                           dddmmss.s |
 EQ0668| EQ0871 ISLETA CATHOLIC CH CROSS            APPROX. 1.6 KM 0603941.0 |
 EQ0668| EQ0826 LOS LUNAS MUNICIPAL TANK            APPROX.10.8 KM 1921148.4 |
 EQ0668| EQ0895 ISLETA RESET                        APPROX. 2.7 KM 3182027.3 |
 EQ0668|---------------------------------------------------------------------|
 EQ0668
 EQ0668                          SUPERSEDED SURVEY CONTROL
 EQ0668
 EQ0668  NAD 83(1986)-  34 54 06.66408(N)    106 42 31.50297(W) AD(       ) 2
 EQ0668  NAD 27      -  34 54 06.47474(N)    106 42 29.41042(W) AD(       ) 2
 EQ0668  NGVD 29 (??/??/92) 1516.328  (m)         4974.82   (f) ADJ UNCH    1 2
 EQ0668
 EQ0668.Superseded values are not recommended for survey control.
 EQ0668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0668.See file dsdata.txt to determine how the superseded data were derived.
 EQ0668
 EQ0668_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU4388063491(NAD 83)
 EQ0668_MARKER: DZ = AZIMUTH MARK DISK
 EQ0668_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EQ0668_SP_SET: CONCRETE POST
 EQ0668_STAMPING: ISLETA USGS 1946
 EQ0668_MARK LOGO: CGS   
 EQ0668_PROJECTION: PROJECTING 15 CENTIMETERS
 EQ0668_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EQ0668+STABILITY: SURFACE MOTION
 EQ0668
 EQ0668  HISTORY     - Date     Condition        Report By
 EQ0668  HISTORY     - 1946     MONUMENTED       CGS
 EQ0668  HISTORY     - 1982     GOOD             NGS
 EQ0668
 EQ0668                          STATION DESCRIPTION
 EQ0668
 EQ0668'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAE)
 EQ0668'THE STATION IS LOCATED ON THE TOP OF A LOW RISE ABOUT 1 MILE
 EQ0668'W OF THE RIO GRANDE AND 1 MILE SW OF THE ISLETA INDIAN PUEBLO.
 EQ0668'
 EQ0668'TO REACH THE STATION FROM THE ABANDONED FILLING STATION ON
 EQ0668'U.S. HIGHWAY 85, WHICH IS ABOUT 200 YARDS W OF THE ATCHISON,
 EQ0668'TOPEKA AND SANTA FE RAILROAD STATION AT ISLETA AND IS NEXT
 EQ0668'TO THE HISTORIC MARKER SIGNED ISLETA INDIAN PUEBLO, GO S ON
 EQ0668'HIGHWAY 85 FOR 0.65 MILE TO A TRACK ROAD COMING INTO THE
 EQ0668'HIGHWAY THROUGH A GAP IN THE FENCE ON THE RIGHT OR W SIDE OF
 EQ0668'THE HIGHWAY.  THIS TRACK ROAD TURNS OFF JUST BEFORE THE
 EQ0668'HIGHWAY STARTS TO GO OVER AN OVERPASS OVER THE RAILROAD
 EQ0668'TRACKS.  TURN RIGHT HERE AND FOLLOW THE TRACK ROAD TOWARD OLD
 EQ0668'EARTH DIGGINGS FOR 0.1 MILE.  HERE TURN RIGHT AGAIN AND
 EQ0668'GO CROSS COUNTRY TOWARD THE BEND IN THE POWER LINE FOR
 EQ0668'0.05 MILE TO THE WHITE WITNESS POST AND THE STATION.
 EQ0668'
 EQ0668'STATION MARK, A BRONZE AZIMUTH DISK STAMPED ISLETA USGS
 EQ0668'1946, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS ABOUT
 EQ0668'4 INCHES ABOVE THE SURROUNDING SURFACE.  IT IS LOCATED 2 MILES
 EQ0668'SSE OF STATION ISLETA (U.S.G.S.), ABOUT 1/4 MILE N OF THE
 EQ0668'OVERPASS ON U.S. HIGHWAY 85, 77 PACES W OF HIGHWAY 85, 86
 EQ0668'FEET SW OF THE POWER-LINE POLE AT THE BEND OF THE LINE, AND
 EQ0668'8 FEET W OF A 4-INCH SQUARE WHITE WITNESS POST.
 EQ0668'
 EQ0668'HEIGHT OF LIGHT ABOVE STATION MARK - 1.2 METERS.
 EQ0668
 EQ0668                          STATION RECOVERY (1982)
 EQ0668
 EQ0668'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 EQ0668'22.0 KM (13.65 MI) SOUT FROM ALBUQUERQUE.
 EQ0668'20.6 KM (12.8 MI) SOUTHERLY ALONG THE SANTA FE RAILROAD FROM THE
 EQ0668'RAILROAD STSTION IN ALBUQUERQUE, THENCE 1.4 KM (0.8 MI) SOUTHWEST
 EQ0668'ALONG U. S. HIGHWAY 85, AT A SAND ROAD LEADING WEST ON THE SUMMIT OF A
 EQ0668'SMALL RISE, 91.5 METERS (300.2 FT) WEST OF THE CENTERLINE OF THE
 EQ0668'HIGHWAY, 86.0 METERS (282.2 FT) NORTH OF THE CENTER OF THE SAND ROAD,
 EQ0668'AND 26.0 METERS (85.3 FT) SOUTHWEST OF A UTILITY POLE.
 EQ0668'THE MARK IS 6.4 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0871 ***********************************************************************
 EQ0871  DESIGNATION -  ISLETA CATHOLIC CH CROSS
 EQ0871  PID         -  EQ0871
 EQ0871  STATE/COUNTY-  NM/BERNALILLO
 EQ0871  USGS QUAD   -  ISLETA (1991)
 EQ0871
 EQ0871                         *CURRENT SURVEY CONTROL
 EQ0871  ___________________________________________________________________
 EQ0871* NAD 83(1992)-  34 54 32.36486(N)    106 41 35.97608(W)     ADJUSTED  
 EQ0871* NAVD 88     -                                                        
 EQ0871  ___________________________________________________________________
 EQ0871  LAPLACE CORR-           4.33  (seconds)                    DEFLEC99
 EQ0871  GEOID HEIGHT-         -21.58  (meters)                     GEOID03
 EQ0871
 EQ0871  HORZ ORDER  -  THIRD
 EQ0871
 EQ0871.The horizontal coordinates were established by classical geodetic methods
 EQ0871.and adjusted by the National Geodetic Survey in December 1993..
 EQ0871
 EQ0871
 EQ0871.The Laplace correction was computed from DEFLEC99 derived deflections.
 EQ0871
 EQ0871.The geoid height was determined by GEOID03.
 EQ0871
 EQ0871;                    North         East     Units Scale Factor Converg.
 EQ0871;SPC NM C     -   433,568.319   459,488.670   MT  0.99992022   -0 15 13.3
 EQ0871;SPC NM C     - 1,422,465.39  1,507,505.74   sFT  0.99992022   -0 15 13.3
 EQ0871;SPC NM W     -   434,079.008   934,177.926   MT  1.00005038   +0 39 08.8
 EQ0871;SPC NM W     - 1,424,140.88  3,064,882.08   sFT  1.00005038   +0 39 08.8
 EQ0871;UTM  13      - 3,864,258.935   345,302.412   MT  0.99989495   -0 58 09.3
 EQ0871
 EQ0871                          SUPERSEDED SURVEY CONTROL
 EQ0871
 EQ0871  NAD 83(1986)-  34 54 32.36945(N)    106 41 35.97830(W) AD(       ) 4
 EQ0871  NAD 27      -  34 54 32.18128(N)    106 41 33.88516(W) AD(       ) 3
 EQ0871
 EQ0871.Superseded values are not recommended for survey control.
 EQ0871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0871.See file dsdata.txt to determine how the superseded data were derived.
 EQ0871
 EQ0871_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU4530264259(NAD 83)
 EQ0871_MARKER: 91 = CHURCH CROSS
 EQ0871
 EQ0871  HISTORY     - Date     Condition        Report By
 EQ0871  HISTORY     - 1946     FIRST OBSERVED   CGS
 EQ0871  HISTORY     - 20050117 GOOD             GEOCAC
 EQ0871
 EQ0871                          STATION DESCRIPTION
 EQ0871
 EQ0871'DESCRIBED BY GEOCACHING 2005 (BMC)
 EQ0871'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0870 ***********************************************************************
 EQ0870  DESIGNATION -  ISLETA CATHOLIC CHURCH W SPIRE
 EQ0870  PID         -  EQ0870
 EQ0870  STATE/COUNTY-  NM/BERNALILLO
 EQ0870  USGS QUAD   -  ISLETA (1991)
 EQ0870
 EQ0870                         *CURRENT SURVEY CONTROL
 EQ0870  ___________________________________________________________________
 EQ0870* NAD 83(1992)-  34 54 32.40726(N)    106 41 36.17449(W)     ADJUSTED  
 EQ0870* NAVD 88     -                                                        
 EQ0870  ___________________________________________________________________
 EQ0870  LAPLACE CORR-           4.33  (seconds)                    DEFLEC99
 EQ0870  GEOID HEIGHT-         -21.58  (meters)                     GEOID03
 EQ0870
 EQ0870  HORZ ORDER  -  THIRD
 EQ0870
 EQ0870.The horizontal coordinates were established by classical geodetic methods
 EQ0870.and adjusted by the National Geodetic Survey in December 1993..
 EQ0870
 EQ0870
 EQ0870.The Laplace correction was computed from DEFLEC99 derived deflections.
 EQ0870
 EQ0870.The geoid height was determined by GEOID03.
 EQ0870
 EQ0870;                    North         East     Units Scale Factor Converg.
 EQ0870;SPC NM C     -   433,569.648   459,483.640   MT  0.99992023   -0 15 13.5
 EQ0870;SPC NM C     - 1,422,469.75  1,507,489.24   sFT  0.99992023   -0 15 13.5
 EQ0870;SPC NM W     -   434,080.257   934,172.874   MT  1.00005037   +0 39 08.7
 EQ0870;SPC NM W     - 1,424,144.98  3,064,865.50   sFT  1.00005037   +0 39 08.7
 EQ0870;UTM  13      - 3,864,260.326   345,297.398   MT  0.99989497   -0 58 09.4
 EQ0870
 EQ0870                          SUPERSEDED SURVEY CONTROL
 EQ0870
 EQ0870  NAD 83(1986)-  34 54 32.41175(N)    106 41 36.17604(W) AD(       ) 4
 EQ0870  NAD 27      -  34 54 32.22000(N)    106 41 34.08000(W) AD(       ) 3
 EQ0870
 EQ0870.Superseded values are not recommended for survey control.
 EQ0870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0870.See file dsdata.txt to determine how the superseded data were derived.
 EQ0870
 EQ0870_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU4529764260(NAD 83)
 EQ0870_MARKER: 90 = CHURCH SPIRE
 EQ0870
 EQ0870  HISTORY     - Date     Condition        Report By
 EQ0870  HISTORY     - 1955     FIRST OBSERVED   CGS
 EQ0870  HISTORY     - 20050117 GOOD             GEOCAC
 EQ0870
 EQ0870                          STATION DESCRIPTION
 EQ0870
 EQ0870'DESCRIBED BY GEOCACHING 2005 (BMC)
 EQ0870'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0874 ***********************************************************************
 EQ0874  DESIGNATION -  ISLETA CATHOLIC CHURCH E SPIRE
 EQ0874  PID         -  EQ0874
 EQ0874  STATE/COUNTY-  NM/BERNALILLO
 EQ0874  USGS QUAD   -  ISLETA (1991)
 EQ0874
 EQ0874                         *CURRENT SURVEY CONTROL
 EQ0874  ___________________________________________________________________
 EQ0874* NAD 83(1992)-  34 54 32.38806(N)    106 41 35.74929(W)     ADJUSTED  
 EQ0874* NAVD 88     -                                                        
 EQ0874  ___________________________________________________________________
 EQ0874  LAPLACE CORR-           4.33  (seconds)                    DEFLEC99
 EQ0874  GEOID HEIGHT-         -21.58  (meters)                     GEOID03
 EQ0874
 EQ0874  HORZ ORDER  -  THIRD
 EQ0874
 EQ0874.The horizontal coordinates were established by classical geodetic methods
 EQ0874.and adjusted by the National Geodetic Survey in December 1993..
 EQ0874
 EQ0874
 EQ0874.The Laplace correction was computed from DEFLEC99 derived deflections.
 EQ0874
 EQ0874.The geoid height was determined by GEOID03.
 EQ0874
 EQ0874;                    North         East     Units Scale Factor Converg.
 EQ0874;SPC NM C     -   433,569.009   459,494.430   MT  0.99992021   -0 15 13.2
 EQ0874;SPC NM C     - 1,422,467.66  1,507,524.64   sFT  0.99992021   -0 15 13.2
 EQ0874;SPC NM W     -   434,079.788   934,183.675   MT  1.00005040   +0 39 09.0
 EQ0874;SPC NM W     - 1,424,143.44  3,064,900.94   sFT  1.00005040   +0 39 09.0
 EQ0874;UTM  13      - 3,864,259.552   345,308.180   MT  0.99989493   -0 58 09.1
 EQ0874
 EQ0874                          SUPERSEDED SURVEY CONTROL
 EQ0874
 EQ0874  NAD 83(1986)-  34 54 32.39245(N)    106 41 35.75122(W) AD(       ) 4
 EQ0874  NAD 27      -  34 54 32.20372(N)    106 41 33.65868(W) AD(       ) 3
 EQ0874
 EQ0874.Superseded values are not recommended for survey control.
 EQ0874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0874.See file dsdata.txt to determine how the superseded data were derived.
 EQ0874
 EQ0874_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU4530864260(NAD 83)
 EQ0874_MARKER: 90 = CHURCH SPIRE
 EQ0874
 EQ0874  HISTORY     - Date     Condition        Report By
 EQ0874  HISTORY     - 1955     FIRST OBSERVED   CGS
 EQ0874  HISTORY     - 20050117 GOOD             GEOCAC
 EQ0874
 EQ0874                          STATION DESCRIPTION
 EQ0874
 EQ0874'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (WRH)
 EQ0874'THE CHURCH IS LOCATED IN THE TOWN OF ISLETA.
 EQ0874'
 EQ0874'THE CHURCH IS A CATHOLIC CHURCH WITH A SPIRE ON EACH FRONT
 EQ0874'CORNER.  THE CROSS ON TOP OF THE SPIRE WAS INTERSECTED.
 EQ0874
 EQ0874                          STATION RECOVERY (2005)
 EQ0874
 EQ0874'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 EQ0874'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0876 ***********************************************************************
 EQ0876  DESIGNATION -  ISLETA DAM 2
 EQ0876  PID         -  EQ0876
 EQ0876  STATE/COUNTY-  NM/BERNALILLO
 EQ0876  USGS QUAD   -  ISLETA (1991)
 EQ0876
 EQ0876                         *CURRENT SURVEY CONTROL
 EQ0876  ___________________________________________________________________
 EQ0876* NAD 83(1992)-  34 54 22.44621(N)    106 41 16.62793(W)     ADJUSTED  
 EQ0876* NAVD 88     -      1492.     (meters)    4895.     (feet)  SCALED    
 EQ0876  ___________________________________________________________________
 EQ0876  LAPLACE CORR-           4.81  (seconds)                    DEFLEC99
 EQ0876  GEOID HEIGHT-         -21.57  (meters)                     GEOID03
 EQ0876
 EQ0876  HORZ ORDER  -  FIRST
 EQ0876
 EQ0876.The horizontal coordinates were established by classical geodetic methods
 EQ0876.and adjusted by the National Geodetic Survey in December 1993..
 EQ0876
 EQ0876.The orthometric height was scaled from a topographic map.
 EQ0876
 EQ0876.The Laplace correction was computed from DEFLEC99 derived deflections.
 EQ0876
 EQ0876.The geoid height was determined by GEOID03.
 EQ0876
 EQ0876;                    North         East     Units Scale Factor Converg.
 EQ0876;SPC NM C     -   433,260.529   459,978.459   MT  0.99991973   -0 15 02.2
 EQ0876;SPC NM C     - 1,421,455.59  1,509,112.66   sFT  0.99991973   -0 15 02.2
 EQ0876;SPC NM W     -   433,778.962   934,672.585   MT  1.00005166   +0 39 19.8
 EQ0876;SPC NM W     - 1,423,156.48  3,066,504.97   sFT  1.00005166   +0 39 19.8
 EQ0876;UTM  13      - 3,863,945.060   345,788.306   MT  0.99989310   -0 57 57.9
 EQ0876
 EQ0876!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EQ0876!SPC NM C     -   0.99976928  x   0.99991973  =   0.99968902
 EQ0876!SPC NM W     -   0.99976928  x   1.00005166  =   0.99982092
 EQ0876!UTM  13      -   0.99976928  x   0.99989310  =   0.99966240
 EQ0876
 EQ0876|---------------------------------------------------------------------|
 EQ0876| PID    Reference Object                     Distance      Geod. Az  |
 EQ0876|                                                           dddmmss.s |
 EQ0876| EQ0872 ISLETA P 3W 40                       17.714 METERS 04449     |
 EQ0876| CD3039 ISLETA DAM 2 AZ MK                                 0680031.8 |
 EQ0876| EQ0873 USR ABW 3 NR ISLETA DAM 2            18.002 METERS 07450     |
 EQ0876| EQ0888 UP HWY 47 NR ISLETA DAM 2            42.348 METERS 11647     |
 EQ0876| EQ0874 ISLETA CATHOLIC CHURCH E SPIRE      APPROX. 0.6 KM 3021534.1 |
 EQ0876| CD3040 ISLETA DAM 2 RM 1                    23.887 METERS 34028     |
 EQ0876|---------------------------------------------------------------------|
 EQ0876
 EQ0876                          SUPERSEDED SURVEY CONTROL
 EQ0876
 EQ0876  NAD 83(1986)-  34 54 22.45143(N)    106 41 16.62853(W) AD(       ) 1
 EQ0876  NAD 27      -  34 54 22.26313(N)    106 41 14.53697(W) AD(       ) 1
 EQ0876
 EQ0876.Superseded values are not recommended for survey control.
 EQ0876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0876.See file dsdata.txt to determine how the superseded data were derived.
 EQ0876
 EQ0876_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU4578863945(NAD 83)
 EQ0876_MARKER: DE = TRAVERSE STATION DISK
 EQ0876_SETTING: 0 = UNSPECIFIED SETTING
 EQ0876
 EQ0876  HISTORY     - Date     Condition        Report By
 EQ0876  HISTORY     - 1954     MONUMENTED       USE
 EQ0876  HISTORY     - 1968     GOOD             CGS
 EQ0876  HISTORY     - 20050206 MARK NOT FOUND   GEOCAC
 EQ0876
 EQ0876                          STATION DESCRIPTION
 EQ0876
 EQ0876'DESCRIBED BY US ENGINEERS 1954 (WRH)
 EQ0876'STATION IS LOCATED, AIRLINE, ABOUT 12 MILES SOUTH OF ALBUQUERQUE,
 EQ0876'1/2 MILE EAST OF THE RAILROAD STATION IN THE VILLAGE OF ISLETA
 EQ0876'WHICH IS ALONG THE EAST SIDE OF U.S. HIGHWAY 85 AND IN THE SOUTH
 EQ0876'FENCE LINE ALONG THE ROAD LEADING TO THE BRIDGE ACROSS THE
 EQ0876'RIO GRANDE RIVER.  IT IS ABOUT 200 YARDS NORTHWEST OF THE WEST
 EQ0876'END OF THE BRIDGE.
 EQ0876'
 EQ0876'STATION IS REACHED AS FOLLOWS--FROM THE JUNCTION OF U.S.
 EQ0876'HIGHWAY 85 AND STATE HIGHWAY 45, ABOUT 0.5 MILE WEST SOUTHWEST
 EQ0876'OF THE RAILROAD STATION IN ISLETA, GO NORTH EAST ON U.S. HIGHWAY
 EQ0876'85 FOR 1.2 MILES TO A REVERSE Y.  TURN SHARP RIGHT, CROSS
 EQ0876'RAILROAD TRACKS AND GO 0.7 MILE TO THE STATION ON THE RIGHT.
 EQ0876'
 EQ0876'STATION MARK IS A DEPT. OF ARMY CORPS OF ENGINEERS TRAVERSE
 EQ0876'STATION DISK, STAMPED ABV ISLETA DIV. DAM ALB ABO ISL DIV 2
 EQ0876'1950 4898.81.  IT IS SET IN THE TOP OF AN 8 INCH PRECAST CONCRETE
 EQ0876'POST FLUSH WITH THE GROUND.  IT IS 5.0 FEET SOUTHEAST OF A
 EQ0876'WITNESS POST AND 8 INCHES NORTH OF A WIRE FENCE LINE.
 EQ0876'
 EQ0876'REFERENCE MARK NUMBER 1, STAMPED ISLETA DAM 2 NO 1 USE 1954,
 EQ0876'IS A STANDARD DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE
 EQ0876'POST THAT PROJECTS 6 INCHES AND IS 12 INCHES HIGHER THAN THE
 EQ0876'STATION.  IT IS 15.0 FEET NORTH OF THE CENTERLINE OF THE ROAD
 EQ0876'AND 18 INCHES NORTH OF A LARGE FENCE CORNER POST.
 EQ0876'
 EQ0876'USBR BENCH MARK DISK, STAMPED ISLETA P. 3W 40, IS SET IN THE TOP
 EQ0876'OF AN 8 INCH PRECAST CONCRETE POST THAT PROJECTS 8 INCHES AND
 EQ0876'IS 12 INCHES HIGHER THAN THE STATION.  IT IS 20.0 FEET NORTH
 EQ0876'OF THE CENTERLINE OF THE ROAD.
 EQ0876'
 EQ0876'USE TRAVERSE STATION DISK, STAMPED UP STR. HWY 47 BR ALB UP STR
 EQ0876'ISL HWY BR 2 1950 EL 4896.64, IS SET IN THE TOP OF AN 8 INCH
 EQ0876'PRECAST CONCRETE POST THAT PROJECTS 6 INCHES AND IS 2 FEET
 EQ0876'LOWER THAN THE STATION.  IT IS 20.0 FEET SOUTH OF THE CENTERLINE
 EQ0876'OF THE ROAD 2.0 FEET SOUTH OF THE FENCE LINE AND 10 INCHES
 EQ0876'EAST OF AN IRON ROD PAINTED WHITE.
 EQ0876'
 EQ0876'PIPE MARK, STAMPED USR ABW NO 3, IS A CAP DISK SCREWED ON THE
 EQ0876'TOP OF 1-1/2 INCH IRON PIPE THAT IS DRIVEN IN THE GROUND AND
 EQ0876'PROJECTS 12 INCHES.  IT IS AT ABOUT THE SAME ELEVATION AS
 EQ0876'THE STATION AND IS LOOSE IN THE GROUND.  IT IS 12.0 FEET NORTH OF
 EQ0876'THE CENTERLINE OF THE ROAD.
 EQ0876'
 EQ0876'AZIMUTH MARK, STAMPED ISLETA DAM 2 USE 1954, IS A STANDARD
 EQ0876'DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT
 EQ0876'PROJECTS 2 INCHES.  TO REACH FROM THE STATION, GO EAST ACROSS
 EQ0876'THE RIO GRANDE RIVER FOR 0.4 MILE TO STATE HIGHWAY 47.  TURN
 EQ0876'LEFT, NORTH, AND GO 0.3 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 EQ0876'IT IS 50.0 FEET SOUTHEAST OF THE CENTERLINE OF THE ROAD, 18
 EQ0876'INCHES NORTHWEST OF THE RIGHT-OF-WAY FENCE LINE AND 18 INCHES
 EQ0876'WEST OF TWO PIECES OF RAILROAD RAIL DRIVEN IN THE GROUND.
 EQ0876'
 EQ0876'HEIGHT OF LIGHT ABOVE STATION MARK 18 METERS.
 EQ0876
 EQ0876                          STATION RECOVERY (1968)
 EQ0876
 EQ0876'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (HWK)
 EQ0876'THE STATION MARK, REFERENCE MARK NO. 1, USE TRAVERSE STATION
 EQ0876'DISK, AND THE AZIMUTH MARK WERE ALL RECOVERED AND ALL OF THESE
 EQ0876'MARKS WERE FOUND TO BE IN GOOD CONDITION.
 EQ0876'
 EQ0876'USBR BENCH MARK CONCRETE POST WAS FOUND TO BE BROKEN OFF AT
 EQ0876'GROUND LEVEL AND THE DISK WAS NOT RECOVERED.
 EQ0876'
 EQ0876'PIPE MARK USR ABW NO 3 WAS SEARCHED FOR BUT IT WAS NOT FOUND.
 EQ0876
 EQ0876                          STATION RECOVERY (2005)
 EQ0876
 EQ0876'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 EQ0876'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0872 ***********************************************************************
 EQ0872  DESIGNATION -  ISLETA P 3W 40
 EQ0872  PID         -  EQ0872
 EQ0872  STATE/COUNTY-  NM/BERNALILLO
 EQ0872  USGS QUAD   -  ISLETA (1991)
 EQ0872
 EQ0872                         *CURRENT SURVEY CONTROL
 EQ0872  ___________________________________________________________________
 EQ0872* NAD 83(1992)-  34 54 22.85397(N)    106 41 16.13612(W)     ADJUSTED  
 EQ0872* NAVD 88     -      1492.     (meters)    4895.     (feet)  SCALED    
 EQ0872  ___________________________________________________________________
 EQ0872  LAPLACE CORR-           4.82  (seconds)                    DEFLEC99
 EQ0872  GEOID HEIGHT-         -21.57  (meters)                     GEOID03
 EQ0872
 EQ0872  HORZ ORDER  -  SECOND
 EQ0872
 EQ0872.The horizontal coordinates were established by classical geodetic methods
 EQ0872.and adjusted by the National Geodetic Survey in December 1993..
 EQ0872
 EQ0872.The orthometric height was scaled from a topographic map.
 EQ0872
 EQ0872.The Laplace correction was computed from DEFLEC99 derived deflections.
 EQ0872
 EQ0872.The geoid height was determined by GEOID03.
 EQ0872
 EQ0872;                    North         East     Units Scale Factor Converg.
 EQ0872;SPC NM C     -   433,273.039   459,990.998   MT  0.99991972   -0 15 01.9
 EQ0872;SPC NM C     - 1,421,496.63  1,509,153.80   sFT  0.99991972   -0 15 01.9
 EQ0872;SPC NM W     -   433,791.670   934,684.927   MT  1.00005169   +0 39 20.0
 EQ0872;SPC NM W     - 1,423,198.17  3,066,545.46   sFT  1.00005169   +0 39 20.0
 EQ0872;UTM  13      - 3,863,957.412   345,801.000   MT  0.99989306   -0 57 57.7
 EQ0872
 EQ0872!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EQ0872!SPC NM C     -   0.99976928  x   0.99991972  =   0.99968901
 EQ0872!SPC NM W     -   0.99976928  x   1.00005169  =   0.99982095
 EQ0872!UTM  13      -   0.99976928  x   0.99989306  =   0.99966236
 EQ0872
 EQ0872                          SUPERSEDED SURVEY CONTROL
 EQ0872
 EQ0872  NAD 83(1986)-  34 54 22.85919(N)    106 41 16.13672(W) AD(       ) 2
 EQ0872  NAD 27      -  34 54 22.67089(N)    106 41 14.04517(W) AD(       ) 2
 EQ0872
 EQ0872.Superseded values are not recommended for survey control.
 EQ0872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0872.See file dsdata.txt to determine how the superseded data were derived.
 EQ0872
 EQ0872_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU4580163957(NAD 83)
 EQ0872_MARKER: DD = SURVEY DISK
 EQ0872_SETTING: 0 = UNSPECIFIED SETTING
 EQ0872_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EQ0872
 EQ0872  HISTORY     - Date     Condition        Report By
 EQ0872  HISTORY     - 1955     MONUMENTED       BOR
 EQ0872  HISTORY     - 20050206 MARK NOT FOUND   GEOCAC
 EQ0872
 EQ0872                          STATION DESCRIPTION
 EQ0872
 EQ0872'DESCRIBED BY US BUREAU OF RECLAMATION 1955 (WRH)
 EQ0872'THE STATION IS LOCATED ABOUT 12 MILES AIRLINE SOUTH OF
 EQ0872'ALBUQUERQUE, 1/2 MI EAST OF ISLETA AND 200 YDS NW OF THE W
 EQ0872'END OF THE BRIDGE OVER THE RIO GRANDE.
 EQ0872'
 EQ0872'THE MARK IS A U.S. BUREAU OF RECLAMATION DISK STAMPED ISLETA
 EQ0872'P. 3W 40 SET IN THE TOP OF A 8 INCH PRECAST CONCRETE POST THAT
 EQ0872'PROJECTS 8 INCHES ABOVE THE GROUND.  IT IS 58.119 FT, 17.714
 EQ0872'METERS NE OF TRIANGULATION STATION ISLETA DAM 2 (USE).  THE
 EQ0872'CENTER OF THE MARK WAS INTERSECTED.
 EQ0872
 EQ0872                          STATION RECOVERY (2005)
 EQ0872
 EQ0872'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 EQ0872'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0895 ***********************************************************************
 EQ0895  DESIGNATION -  ISLETA RESET
 EQ0895  PID         -  EQ0895
 EQ0895  STATE/COUNTY-  NM/BERNALILLO
 EQ0895  USGS QUAD   -  ISLETA (1991)
 EQ0895
 EQ0895                         *CURRENT SURVEY CONTROL
 EQ0895  ___________________________________________________________________
 EQ0895* NAD 83(1992)-  34 55 11.91744(N)    106 43 41.99767(W)     ADJUSTED  
 EQ0895* NAVD 88     -      1641.9    (meters)    5387.     (feet)  VERTCON   
 EQ0895  ___________________________________________________________________
 EQ0895  LAPLACE CORR-           2.22  (seconds)                    DEFLEC99
 EQ0895  GEOID HEIGHT-         -21.66  (meters)                     GEOID03
 EQ0895
 EQ0895  HORZ ORDER  -  FIRST
 EQ0895
 EQ0895.The horizontal coordinates were established by classical geodetic methods
 EQ0895.and adjusted by the National Geodetic Survey in December 1993..
 EQ0895
 EQ0895.The NAVD 88 height was computed by applying the VERTCON shift value to
 EQ0895.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EQ0895
 EQ0895.The Laplace correction was computed from DEFLEC99 derived deflections.
 EQ0895
 EQ0895.The geoid height was determined by GEOID03.
 EQ0895
 EQ0895;                    North         East     Units Scale Factor Converg.
 EQ0895;SPC NM C     -   434,801.804   456,295.610   MT  0.99992353   -0 16 25.7
 EQ0895;SPC NM C     - 1,426,512.25  1,497,029.85   sFT  0.99992353   -0 16 25.7
 EQ0895;SPC NM W     -   435,261.981   930,965.355   MT  1.00004226   +0 37 57.3
 EQ0895;SPC NM W     - 1,428,022.02  3,054,342.17   sFT  1.00004226   +0 37 57.3
 EQ0895;UTM  13      - 3,865,532.178   342,125.073   MT  0.99990719   -0 59 22.4
 EQ0895
 EQ0895!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EQ0895!SPC NM C     -   0.99974573  x   0.99992353  =   0.99966928
 EQ0895!SPC NM W     -   0.99974573  x   1.00004226  =   0.99978798
 EQ0895!UTM  13      -   0.99974573  x   0.99990719  =   0.99965295
 EQ0895
 EQ0895|---------------------------------------------------------------------|
 EQ0895| PID    Reference Object                     Distance      Geod. Az  |
 EQ0895|                                                           dddmmss.s |
 EQ0895| CD3043 ISLETA RM 2                           5.324 METERS 00608     |
 EQ0895| CD3041 ISLETA RM CROSS                       4.617 METERS 01318     |
 EQ0895| FO1201 ALBUQUERQUE VET CEN FLAG            APPROX.20.0 KM 0411530.8 |
 EQ0895| EQ0820 RNG ALBUQUERQUE ABQ RADIO           APPROX.12.4 KM 0525612.7 |
 EQ0895| EQ0871 ISLETA CATHOLIC CH CROSS            APPROX. 3.4 KM 1105052.3 |
 EQ0895| EQ0881 ISLETA WATER TANK                   APPROX. 2.3 KM 1314141.5 |
 EQ0895| EQ0668 ISLETA AZ MK                        APPROX. 2.7 KM 1381946.9 |
 EQ0895| CD3042 ISLETA RM 1                          12.829 METERS 27842     |
 EQ0895| FO1423 OIL DERRICK 9 MI NW OF ISLETA       APPROX.12.4 KM 3154131.3 |
 EQ0895| FO1424 ALBUQUERQUE JCT ATT MICROWAVE       APPROX.13.7 KM 3233504.7 |
 EQ0895|---------------------------------------------------------------------|
 EQ0895
 EQ0895                          SUPERSEDED SURVEY CONTROL
 EQ0895
 EQ0895  NAD 83(1986)-  34 55 11.92258(N)    106 43 41.99829(W) AD(       ) 1
 EQ0895  NAD 27      -  34 55 11.73562(N)    106 43 39.90404(W) AD(       ) 1
 EQ0895  NGVD 29 (07/19/86) 1641.1    (m)         5384.     (f) VERT ANG       
 EQ0895
 EQ0895.Superseded values are not recommended for survey control.
 EQ0895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0895.See file dsdata.txt to determine how the superseded data were derived.
 EQ0895
 EQ0895_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU4212565532(NAD 83)
 EQ0895_MARKER: DS = TRIANGULATION STATION DISK
 EQ0895_SETTING: 80 = SET IN A BOULDER
 EQ0895_SP_SET: SET IN DRILL HOLE IN A BOULDER
 EQ0895_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EQ0895+STABILITY: SURFACE MOTION
 EQ0895
 EQ0895  HISTORY     - Date     Condition        Report By
 EQ0895  HISTORY     - 1946     MONUMENTED       CGS
 EQ0895  HISTORY     - 1949     MARK NOT FOUND   CGS
 EQ0895  HISTORY     - 1951     GOOD             USGS
 EQ0895  HISTORY     - 1954     GOOD             CGS
 EQ0895  HISTORY     - 1958     GOOD             CGS
 EQ0895  HISTORY     - 1969     GOOD             CGS
 EQ0895  HISTORY     - 1969     GOOD             CGS
 EQ0895
 EQ0895                          STATION DESCRIPTION
 EQ0895
 EQ0895'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAE)
 EQ0895'THE STATION IS ON THE S OF THE TWO BUMPS WHICH FORM THE TOP
 EQ0895'OF A LARGE BLACK HILL, ABOUT 2 MILES WNW OF INDIAN PUEBLO
 EQ0895'VILLAGE OF ISLETA, AND 12 MILES S OF ALBUQUERQUE ON U.S.
 EQ0895'HIGHWAY 85.  IT IS THE ONLY HILL IN THE VICINITY AND OVERLOOKS
 EQ0895'THE COUNTRY IN ALL DIRECTIONS.
 EQ0895'
 EQ0895'TO REACH FROM THE POINT ON U.S. HIGHWAY 85 OPPOSITE THE
 EQ0895'ISLETA RAILROAD STATION, GO S ON THE HIGHWAY 0.1 MILE TO A
 EQ0895'BLADED ROAD RIGHT THROUGH A GATE.  TURN RIGHT, OFF THE HIGHWAY,
 EQ0895'AND GO SW 0.05 MILE TO A RIGHT FORK - A TRACK ROAD.  TURN RIGHT
 EQ0895'ON THIS TRACK ROAD FOR 1.05 MILES TO A GATE.  PASS THROUGH
 EQ0895'AND CONTINUE 0.15 MILE, KEEP THE LEFT FORK STRAIGHT AHEAD
 EQ0895'FOR 0.45 MILE, THEN TURN RIGHT ON A VERY DIM TRACK ROAD
 EQ0895'TOWARD THE STATION HILL.  CONTINUE 0.4 MILE TO THE END OF
 EQ0895'TRUCK TRAVEL, THENCE PACK N UP THE HILL TO THE STATION (A
 EQ0895'15-MINUTE PACK) OR IF DESIRED, A TRUCK CAN BE DRIVEN UP ONTO
 EQ0895'THE MORE GRADUAL SLOPES W OF THE STATION, AND THENCE UP THE
 EQ0895'ROCKY SLOPE ENTIRELY TO THE TOP AND STATION.
 EQ0895'
 EQ0895'THE STATION MARK, WHICH IS A BRONZE STATION DISK STAMPED
 EQ0895'ISLETA USGS 1946, IS SET IN A DRILL HOLE IN A BOULDER PROJECTING
 EQ0895'ABOUT 1 INCH ABOVE THE GROUND.  IT IS ON THE HIGHEST PART
 EQ0895'OF THE S OF THE TWO BUMPS WHICH FORM THE TOP OF THE HILL.
 EQ0895'THE U.S.G.S. STATION MARK, A DIM TRIANGLE CUT IN A SMALL
 EQ0895'BOULDER, WAS REMOVED AND THE NEW STATION MARK SET IN THE
 EQ0895'SAME LOCATION.
 EQ0895'
 EQ0895'REFERENCE MARK 1, WHICH IS A BRONZE REFERENCE DISK STAMPED
 EQ0895'ISLETA USGS 1946 NO 1, IS SET IN A DRILL HOLE IN A BOULDER
 EQ0895'WHICH PROJECTS ABOUT 2 INCHES ABOVE THE GROUND.  IT IS LOCATED
 EQ0895'WNW OF THE STATION AND ABOUT 1 FOOT LOWER.
 EQ0895'
 EQ0895'REFERENCE MARK 2, WHICH IS A BRONZE REFERENCE DISK STAMPED
 EQ0895'ISLETA USGS 1946 NO 2, IS SET IN A DRILL HOLE IN A BOULDER
 EQ0895'WHICH PROJECTS ABOUT 2 INCHES ABOVE THE GROUND.  IT IS LOCATED
 EQ0895'N OF THE STATION AND ON ABOUT THE SAME LEVEL.
 EQ0895'
 EQ0895'THE U.S.G.S. REFERENCE MARK IS A DIM CROSS CUT IN A BOULDER
 EQ0895'AND LOCATED N OF THE STATION.
 EQ0895'
 EQ0895'THE AZIMUTH MARK, WHICH IS A BRONZE AZIMUTH DISK STAMPED
 EQ0895'ISLETA USGS 1946, IS SET IN A SQUARE CONCRETE POST PROJECTING
 EQ0895'ABOUT 4 INCHES ABOVE THE GROUND.  IT IS LOCATED SE OF THE
 EQ0895'STATION, 77 PACES W OF U.S. HIGHWAY 85, 86 FEET SW OF THE
 EQ0895'POWER-LINE POLE AT THE BEND OF THE LINE, AND 8 FEET W OF A
 EQ0895'4-INCH SQUARE WHITE WITNESS POST.
 EQ0895'
 EQ0895'TO REACH THE AZIMUTH MARK FROM THE POINT WHERE YOU LEAVE
 EQ0895'HIGHWAY TO GO TO STATION, CONTINUE S ON U.S. HIGHWAY 85 FOR
 EQ0895'0.6 MILE.  TURN RIGHT OFF HIGHWAY, THROUGH GATE, AND ALONG
 EQ0895'BLADED ROAD FOR 0.1 MILE, THENCE RIGHT ACROSS COUNTRY 0.05
 EQ0895'MILE TO THE MARK.
 EQ0895'
 EQ0895'THE AZIMUTH MARK WAS OCCUPIED AS A TRIANGULATION STATION.
 EQ0895
 EQ0895                          STATION RECOVERY (1949)
 EQ0895
 EQ0895'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (GWR)
 EQ0895'STATION NOT RECOVERED.  BOTH REFERENCE MARKS FOUND BUT NOT
 EQ0895'SIGN OF STATION MARK.  DESCRIPTIONS WERE FOUND TO BE ADEQUATE
 EQ0895'EXCEPT FOR DIRECTIONS TO REACH, WHICH SHOULD BE CHANGED
 EQ0895'BECAUSE OF A NEW ROAD.
 EQ0895'
 EQ0895'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 85 AND STATE
 EQ0895'HIGHWAY 45, GO NORTH ON 45 0.3 MILES TO A BLADED ROAD LEFT
 EQ0895'(W) THROUGH A GATE.  THIS ROAD GOES PAST A WATER TANK THAT
 EQ0895'MAKES A PROMINENT LANDMARK.  GO 0.9 MILES ON THIS ROAD (KEEP
 EQ0895'LEFT) THROUGH A GATE.  TURN RIGHT ONTO TRACK ROAD ALONG FENCE
 EQ0895'0.4 MILES TO A GATE IN FENCE.  TURN LEFT 0.15 MILE, KEEP THE
 EQ0895'LEFT FORK STRAIGHT AHEAD FOR 0.45 MILE, THEN TURN RIGHT ON
 EQ0895'A VERY DIM TRACK ROAD TOWARD STATION HILL.  CONTINUE 0.4
 EQ0895'MILE TO THE END OF TRUCK TRAVEL, THENCE PACK N UP THE HILL
 EQ0895'TO STATION (A 15 MINUTE PACK) OR IF DESIRED, A TRUCK CAN BE
 EQ0895'DRIVEN UP ONTO THE MORE GRADUAL SLOPES W OF THE STATION,
 EQ0895'AND THENCE UP THE ROCKY SLOPE ENTIRELY TO THE TOP AND
 EQ0895'STATION.
 EQ0895
 EQ0895                          STATION RECOVERY (1951)
 EQ0895
 EQ0895'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1951
 EQ0895'STATION MARK--STANDARD BRONZE DISK, STAMPED ---ISLETA USGS 1946---,
 EQ0895'AND SET IN A DRILL HOLE IN A BOULDER, PROJECTING ABOUT 1 IN. ABOVE
 EQ0895'THE GROUND.
 EQ0895
 EQ0895                          STATION RECOVERY (1954)
 EQ0895
 EQ0895'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (WRH)
 EQ0895'THE STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.
 EQ0895'A COMPLETE DESCRIPTION FOLLOWS.
 EQ0895'
 EQ0895'THE STATION IS LOCATED ON THE SOUTH ONE OF TWO KNOLLS THAT
 EQ0895'FORM THE TOP OF A PROMINENT LONE BLACK HILL.  IT IS ABOUT 2
 EQ0895'MILES AIRLINE WEST-NORTHWEST OF ISLETA, 8 MILES AIRLINE NORTH
 EQ0895'OF LOS LUNAS, AND 11 MILES AIRLINE SOUTH-SOUTHWEST OF ALBUQUERQUE.
 EQ0895'
 EQ0895'TO REACH FROM THE RAILROAD STATION IN ISLETA, GO WEST ON
 EQ0895'GRAVEL ROAD FOR 0.1 MILE TO STATE HIGHWAY 45.  TURN LEFT AND
 EQ0895'GO SOUTHWEST ON STATE HIGHWAY 45 FOR 0.5 MILE TO ITS JUNCTION
 EQ0895'WITH U.S. HIGHWAY 85.  TURN SHARP RIGHT ONTO U.S. HIGHWAY
 EQ0895'85 AND GO NORTH FOR 0.2 MILE TO A CROSS ROAD.  TURN LEFT ON
 EQ0895'GRADED ROAD AND GO WEST FOR 0.9 MILE TO A CATTLE GUARD.  CROSS
 EQ0895'CATTLE GUARD, TURN RIGHT AND FOLLOW TRACK ROAD ALONG WEST
 EQ0895'SIDE OF FENCE LINE FOR 0.4 MILE TO A LEFT TURN IN THE ROAD.
 EQ0895'FOLLOW MAIN ROAD WEST FOR 0.1 MILE TO A FORK.  TAKE THE RIGHT
 EQ0895'FORK AND FOLLOW TRACK ROAD WEST AND NORTH FOR 0.8 MILE TO
 EQ0895'SOUTH BASE OF HILL.  FROM HERE PACK NORTHERLY UP FOOT PATH
 EQ0895'TO HIGHEST POINT OF HILL AND STATION.  (ABOUT A 10 MINUTE
 EQ0895'PACK)
 EQ0895'
 EQ0895'THE STATION MARK IS A STANDARD DISK STAMPED ISLETA USGS 1946,
 EQ0895'CEMENTED IN A DRILL HOLE IN AN 8-INCH BOULDER FLUSH WITH THE
 EQ0895'GROUND.
 EQ0895'
 EQ0895'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED ISLETA
 EQ0895'USGS NO 1 1946, CEMENTED IN A DRILL HOLE IN A 6-INCH BOULDER
 EQ0895'THAT PROJECTS 2 INCHES.  IT IS ABOUT 1 FOOT LOWER THAN THE
 EQ0895'STATION.
 EQ0895'
 EQ0895'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED ISLETA
 EQ0895'USGS NO 2 1946, CEMENTED IN A DRILL HOLE IN A 16-INCH BOULDER
 EQ0895'THAT PROJECTS 2 INCHES.  IT IS ABOUT 1 FOOT LOWER THAN THE
 EQ0895'STATION.
 EQ0895'
 EQ0895'THE USGS REFERENCE MARK IS A LARGE CROSS CHISELLED IN A BOULDER.
 EQ0895'IT IS ABOUT 1 FOOT LOWER THAN THE STATION.
 EQ0895'
 EQ0895'THE AZIMUTH MARK IS LOCATED ON A SANDY RIDGE ALONG THE WEST
 EQ0895'SIDE OF U.S. HIGHWAY 85.  THE MARK IS A STANDARD DISK STAMPED
 EQ0895'ISLETA USGS 1946, SET IN THE TOP OF A 10-INCH-SQUARE CONCRETE
 EQ0895'MONUMENT THAT PROJECTS 4 INCHES.  IT IS 100 YARDS SOUTHWEST
 EQ0895'OF THE JUNCTION OF U.S. HIGHWAY 85 WITH STATE HIGHWAY 45,
 EQ0895'85 FEET SOUTHWEST OF A POWER LINE POLE, AND 9 FEET WEST OF A
 EQ0895'WITNESS POST.
 EQ0895
 EQ0895                          STATION RECOVERY (1958)
 EQ0895
 EQ0895'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (RLE)
 EQ0895'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO.
 EQ0895'2 AND THE AZIMUTH MARK WERE RECOVERED AND FOUND TO BE IN GOOD
 EQ0895'CONDITION AS DESCRIBED.  FOLLOWING IS A NEW DESCRIPTION.
 EQ0895'
 EQ0895'THE STATION IS LOCATED ABOUT 11 MILES SOUTH-SOUTHWEST OF
 EQ0895'ALBUQUERQUE, 8 MILES NORTH OF LOS LUNAS, 2 MILES WEST-NORTHWEST
 EQ0895'OF ISLETA ON THE SOUTH ONE OF TWO KNOLLS THAT FORM THE TOP
 EQ0895'OF A PROMINENT LONE BLACK HILL.  THE MARK IS SET IN AN 8
 EQ0895'INCH BOULDER WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 EQ0895'IT IS STAMPED ISLETA USGS 1946.
 EQ0895'
 EQ0895'REFERENCE MARK NO. 1 IS SET IN A SIX INCH BOULDER WHICH
 EQ0895'PROJECTS 2 INCHES ABOVE THE SURFACE OF THE GROUND AND IS 1
 EQ0895'FOOT LOWER IN ELEVATION THAN THE STATION MARK.  IT IS STAMPED
 EQ0895'ISLETA USGS NO 1 1946.
 EQ0895'
 EQ0895'REFERENCE MARK NO. 2 IS SET IN A SIXTEEN INCH BOULDER WHICH
 EQ0895'PROJECTS 2 INCHES ABOVE THE SURFACE OF THE GROUND AND IS
 EQ0895'STAMPED ISLETA USGS NO 2 1946.  IT IS 1 FOOT LOWER IN ELEVATION
 EQ0895'THAN THE STATION MARK.
 EQ0895'
 EQ0895'THE AZIMUTH MARK IS LOCATED ALONG THE WEST SIDE OF U.S. HIGHWAY
 EQ0895'85 ON THE TOP OF A SANDY KNOLL.  IT IS 100 YARDS SOUTHWEST
 EQ0895'OF THE JUNCTION OF U.S. HIGHWAY 85 AND STATE HIGHWAY 45,
 EQ0895'86 FEET SOUTHWEST OF A POWER LINE POLE AND 8 FEET WEST OF A
 EQ0895'WHITE WITNESS POST.  THE MARK PROJECTS 4 INCHES ABOVE THE
 EQ0895'SURFACE OF THE GROUND AND IS STAMPED ISLETA USGS 1946.
 EQ0895'
 EQ0895'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 85
 EQ0895'AND STATE HIGHWAY 45 WHICH IS ABOUT 1/2 MILE SOUTHWEST OF
 EQ0895'ISLETA GO NORTH ON STATE HIGHWAY 45 FOR 0.2 MILE TO A GRADED
 EQ0895'ROAD LEFT.  TURN LEFT, WEST, AND GO 0.9 MILE TO A CATTLE
 EQ0895'GUARD AND A TRACK ROAD RIGHT JUST AFTER PASSING THE CATTLE
 EQ0895'GUARD.  TURN RIGHT ON THE TRACK ROAD AND GO NORTH AND NORTHWEST
 EQ0895'FOR 1.1 MILES TO THE FOOT OF THE HILL AND THE END OF TRUCK
 EQ0895'TRAVEL.  FROM THE END OF TRUCK TRAVEL PACK NORTH TO THE
 EQ0895'HIGHEST PART OF THE HILL AND THE STATION AS DESCRIBED (ABOUT
 EQ0895'A 15 MINUTE PACK).
 EQ0895'
 EQ0895'THE AZIMUTH MARK IS ABOUT 100 YARDS SOUTHWEST OF THE JUNCTION
 EQ0895'OF THE HIGHWAYS MENTIONED IN THE DESCRIPTION.
 EQ0895
 EQ0895                          STATION RECOVERY (1969)
 EQ0895
 EQ0895'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LGB)
 EQ0895'THE STATION MARK, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH
 EQ0895'MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.  DISTANCES
 EQ0895'AND DIRECTIONS TO THE MARKS COMPARED FAVORABLE WITH 1946
 EQ0895'OBSERVATIONS.  A COMPLETE NEW DESCRIPTION FOLLOWS.
 EQ0895'
 EQ0895'THE STATION IS ABOUT 12 MILES SOUTH-SOUTHWEST OF ALBUQUERQUE,
 EQ0895'8 MILES NORTH OF LOS LUNAS, 2 MILES WEST-NORTHWEST OF ISLETA,
 EQ0895'1-1/4 MILES WEST OF STATE HIGHWAY 45.  IT IS ON THE SOUTHWEST
 EQ0895'CORNER OF A PROMINENT LONE BLACK HILL AND ON PROPERTY OF THE
 EQ0895'ISLETA PUEBLO INDIAN RESERVATION.
 EQ0895'
 EQ0895'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 85
 EQ0895'AND STATE HIGHWAY 45 AT THE SOUTHWEST EDGE OF THE SMALL VILLAGE
 EQ0895'OF ISLETA, GO NORTH ON STATE HIGHWAY 45 FOR 0.3 MILE TO SIDE
 EQ0895'ROAD LEFT.  TURN LEFT AND FOLLOW DIRT ROAD WEST PASSING TO
 EQ0895'THE SOUTH OF A WATER TANK FOR 0.9 MILE TO A CATTLE GUARD.
 EQ0895'PASS OVER CATTLE GUARD AND GO WEST FOR ABOUT 30 FEET TO A SIDE
 EQ0895'ROAD RIGHT.  TURN RIGHT AND GO NORTH ON DIRT ROAD FOR 0.5
 EQ0895'MILE TO A TRACK ROAD ON THE LEFT.  TURN LEFT AND GO WESTERLY
 EQ0895'ON TRACK ROAD FOR 0.6 MILE TO A FORK.  TAKE THE RIGHT FORK
 EQ0895'FOR 0.2 MILE TO DIM TRACKS ON THE RIGHT.  TURN RIGHT AND
 EQ0895'FOLLOW DIM TRACKS NORTHERLY ACROSS COUNTRY FOR 0.4 MILE TO THE
 EQ0895'BASE OF RIDGE LEADING EASTERLY TO SUMMIT OF HILL.  GO
 EQ0895'EASTERLY AND SOUTH UP THE RIDGE FOR 0.5 MILE TO THE
 EQ0895'HIGHEST POINT AND THE STATION.
 EQ0895'
 EQ0895'THE STATION MARK IS A STANDARD DISK STAMPED ISLETA USGS 1946,
 EQ0895'CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS 2 INCHES
 EQ0895'ABOVE THE GROUND.  IT IS ON THE HIGHEST POINT OF THE SOUTHWEST
 EQ0895'CORNER OF THE HILL.
 EQ0895'
 EQ0895'REFERENCE MARK 1 IS A STANDARD DISK STAMPED ISLETA USGS NO 1
 EQ0895'1946, CEMENTED IN A DRILL HOLE IN A BOULDER THAT PROJECTS 2
 EQ0895'INCHES ABOVE THE GROUND.  IT IS WEST OF AND ABOUT THE SAME
 EQ0895'ELEVATION AS THE STATION.
 EQ0895'
 EQ0895'REFERENCE MARK 2 IS A STANDARD DISK STAMPED ISLETA USGS NO 2
 EQ0895'1946, CEMENTED IN A DRILL HOLE IN A BOULDER THAT IS FLUSH WITH
 EQ0895'THE GROUND.  IT IS NORTH OF AND ABOUT THE SAME ELEVATION AS
 EQ0895'THE STATION.
 EQ0895'
 EQ0895'THE AZIMUTH MARK IS A STANDARD DISK STAMPED ISLETA USGS 1946,
 EQ0895'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT AND
 EQ0895'PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS ABOUT 150 FEET
 EQ0895'WEST OF THE WEST RIGHT-OF-WAY FENCE OF U.S. HIGHWAY 85 AND
 EQ0895'84-1/2 FEET SOUTHWEST OF POWER LINE POLE WBM 118.
 EQ0895'
 EQ0895'THE AZIMUTH MARK IS ABOUT 100 YARDS SOUTHWEST OF THE JUNCTION
 EQ0895'OF U.S. HIGHWAY 85 AND STATE HIGHWAY 45 AT THE SOUTHWEST
 EQ0895'EDGE OF THE SMALL VILLAGE OF ISLETA.
 EQ0895'
 EQ0895'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES
 EQ0895'WEST-NORTHWEST OF ISLETA
 EQ0895
 EQ0895                          STATION RECOVERY (1969)
 EQ0895
 EQ0895'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 EQ0895'RECOVERED BY USGS IN 1952.
 EQ0895'
 EQ0895'RECOVERED BY NGS IN 1969.  DESCRIPTION AND POSITION LISTED IN NGS
 EQ0895'QUAD 34106-4, STATION 1009.
 EQ0895'
 EQ0895'STATION MARK--A STANDARD DISK STAMPED---ISLETA USGS 1946---, CEMENTED
 EQ0895'IN A DRILL HOLE IN A BOULDER THAT PROJECTS 2 IN. ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0881 ***********************************************************************
 EQ0881  DESIGNATION -  ISLETA WATER TANK
 EQ0881  PID         -  EQ0881
 EQ0881  STATE/COUNTY-  NM/BERNALILLO
 EQ0881  USGS QUAD   -  ISLETA (1991)
 EQ0881
 EQ0881                         *CURRENT SURVEY CONTROL
 EQ0881  ___________________________________________________________________
 EQ0881* NAD 83(1992)-  34 54 21.45050(N)    106 42 33.23530(W)     ADJUSTED  
 EQ0881* NAVD 88     -                                                        
 EQ0881  ___________________________________________________________________
 EQ0881  LAPLACE CORR-           3.31  (seconds)                    DEFLEC99
 EQ0881  GEOID HEIGHT-         -21.63  (meters)                     GEOID03
 EQ0881
 EQ0881  HORZ ORDER  -  THIRD
 EQ0881
 EQ0881.The horizontal coordinates were established by classical geodetic methods
 EQ0881.and adjusted by the National Geodetic Survey in December 1993..
 EQ0881
 EQ0881
 EQ0881.The Laplace correction was computed from DEFLEC99 derived deflections.
 EQ0881
 EQ0881.The geoid height was determined by GEOID03.
 EQ0881
 EQ0881;                    North         East     Units Scale Factor Converg.
 EQ0881;SPC NM C     -   433,238.560   458,033.682   MT  0.99992170   -0 15 46.0
 EQ0881;SPC NM C     - 1,421,383.51  1,502,732.17   sFT  0.99992170   -0 15 46.0
 EQ0881;UTM  13      - 3,863,947.378   343,843.453   MT  0.99990054   -0 58 41.8
 EQ0881
 EQ0881                          SUPERSEDED SURVEY CONTROL
 EQ0881
 EQ0881  NAD 83(1986)-  34 54 21.45513(N)    106 42 33.23748(W) AD(       ) 4
 EQ0881  NAD 27      -  34 54 21.26770(N)    106 42 31.14510(W) AD(       ) 3
 EQ0881
 EQ0881.Superseded values are not recommended for survey control.
 EQ0881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0881.See file dsdata.txt to determine how the superseded data were derived.
 EQ0881
 EQ0881_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU4384363947(NAD 83)
 EQ0881_MARKER: 53 = ELEVATED TANK
 EQ0881
 EQ0881  HISTORY     - Date     Condition        Report By
 EQ0881  HISTORY     - 1969     FIRST OBSERVED   CGS
 EQ0881
 EQ0881                          STATION DESCRIPTION
 EQ0881
 EQ0881'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JLC)
 EQ0881'THE STATION IS LOCATED AT THE SOUTHWEST EDGE OF ISLETA.
 EQ0881'
 EQ0881'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 85
 EQ0881'AND STATE HIGHWAY 45 NEAR THE SOUTHWEST EDGE OF ISLETA, GO
 EQ0881'NORTH ON HIGHWAY 45 FOR 0.2 MILE TO A SIDE ROAD ON THE LEFT.
 EQ0881'TURN LEFT AND GO WEST ON A GRAVELED ROAD FOR 0.2 MILE TO A
 EQ0881'FORK AND THE STATION ON THE RIGHT.
 EQ0881'
 EQ0881'THE STATION IS A CYLINDRICAL STEEL STRUCTURE, SILVER IN
 EQ0881'COLOR AND ISLETA IN BLACK LETTERING ON THE EAST SIDE OF THE
 EQ0881'TANK.  THE TANK HAS AN OVER-ALL HEIGHT OF 25 FEET.  THE POINT
 EQ0881'INTERSECTED WAS THE CAP AT THE TOP AND CENTER OF THE TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0254 ***********************************************************************
 DR0254  DESIGNATION -  IVORY
 DR0254  PID         -  DR0254
 DR0254  STATE/COUNTY-  NM/CHAVES
 DR0254  USGS QUAD   -  L-E RANCH (1975)
 DR0254
 DR0254                         *CURRENT SURVEY CONTROL
 DR0254  ___________________________________________________________________
 DR0254* NAD 83(1992)-  33 25 19.72460(N)    104 10 37.11527(W)     ADJUSTED  
 DR0254* NAVD 88     -      1173.822  (meters)    3851.11   (feet)  POSTED    
 DR0254  ___________________________________________________________________
 DR0254  LAPLACE CORR-           0.35  (seconds)                    DEFLEC99
 DR0254  GEOID HEIGHT-         -23.20  (meters)                     GEOID03
 DR0254  DYNAMIC HT  -        1172.210 (meters)    3845.83  (feet)  COMP
 DR0254  MODELED GRAV-     979,225.0   (mgal)                       NAVD 88
 DR0254
 DR0254  HORZ ORDER  -  THIRD
 DR0254  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 DR0254
 DR0254.The horizontal coordinates were established by classical geodetic methods
 DR0254.and adjusted by the National Geodetic Survey in December 1993..
 DR0254
 DR0254.The orthometric height was determined by differential leveling
 DR0254.and adjusted by the National Geodetic Survey in 1992..
 DR0254.No vertical observational check was made to the station.
 DR0254.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 DR0254.was located on a no-check spur therefore a value was not computed.
 DR0254
 DR0254.The Laplace correction was computed from DEFLEC99 derived deflections.
 DR0254
 DR0254.The geoid height was determined by GEOID03.
 DR0254
 DR0254.The dynamic height is computed by dividing the NAVD 88
 DR0254.geopotential number by the normal gravity value computed on the
 DR0254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0254.degrees latitude (g = 980.6199 gals.).
 DR0254
 DR0254.The modeled gravity was interpolated from observed gravity values.
 DR0254
 DR0254;                    North         East     Units Scale Factor Converg.
 DR0254;SPC NM E     -   268,579.661   179,540.756   MT  0.99991170   +0 05 10.0
 DR0254;SPC NM E     -   881,165.10    589,043.30   sFT  0.99991170   +0 05 10.0
 DR0254;UTM  13      - 3,698,390.358   576,516.256   MT  0.99967218   +0 27 12.0
 DR0254
 DR0254!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR0254!SPC NM E     -   0.99981939  x   0.99991170  =   0.99973111
 DR0254!UTM  13      -   0.99981939  x   0.99967218  =   0.99949163
 DR0254
 DR0254|---------------------------------------------------------------------|
 DR0254| PID    Reference Object                     Distance      Geod. Az  |
 DR0254|                                                           dddmmss.s |
 DR0254| DR0255 IVORY RM 1                           17.690 METERS 07649     |
 DR0254| CJ7557 GREEN AZ MK                                        2603036.6 |
 DR0254| DR0253 IVORY RM 2                           17.254 METERS 34458     |
 DR0254|---------------------------------------------------------------------|
 DR0254
 DR0254                          SUPERSEDED SURVEY CONTROL
 DR0254
 DR0254  NAD 83(1986)-  33 25 19.72932(N)    104 10 37.10983(W) AD(       ) 3
 DR0254  NAD 27      -  33 25 19.36610(N)    104 10 35.24070(W) AD(       ) 3
 DR0254  NGVD 29 (??/??/92) 1173.318  (m)         3849.46   (f) ADJ UNCH    2 0
 DR0254
 DR0254.Superseded values are not recommended for survey control.
 DR0254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0254.See file dsdata.txt to determine how the superseded data were derived.
 DR0254
 DR0254_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES7651698390(NAD 83)
 DR0254_MARKER: DS = TRIANGULATION STATION DISK
 DR0254_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR0254_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DR0254_STAMPING: IVORY 1961
 DR0254_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR0254+STABILITY: SURFACE MOTION
 DR0254
 DR0254  HISTORY     - Date     Condition        Report By
 DR0254  HISTORY     - 1961     MONUMENTED       CGS
 DR0254  HISTORY     - 1961     GOOD             CGS
 DR0254
 DR0254                          STATION DESCRIPTION
 DR0254
 DR0254'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (GWM)
 DR0254'LOCATED, AIRLINE, ABOUT 27 MILES WEST OF CAPROCK, 20-1/2 MILES
 DR0254'EAST OF ROSWELL, AND 19-1/2 MILES SOUTH-SOUTHWEST OF ELKINS IN
 DR0254'PASTURE LAND ON THE SOUTH END OF A LOW, ROCKY, KNOLL SLOPING
 DR0254'GENTLY TO THE EAST AND STEEPER TO THE WEST.  THERE ARE HIGHER
 DR0254'POINTS TO THE NORTHWEST AND SOUTH-SOUTHEAST.
 DR0254'
 DR0254'TO REACH FROM THE INTERSECTION OF SECOND STREET AND MAIN STREET
 DR0254'IN ROSWELL GO EAST ON U.S. HIGHWAY 380 FOR 7.0 MILES TO THE
 DR0254'BRIDGE OVER THE PECOS RIVER, CONTINUE EAST 12.1 MILES TO A
 DR0254'SIDE ROAD ON THE LEFT.  GO EAST 0.25 MILE TO THE AZIMUTH MARK
 DR0254'FOR STATION GREEN ON THE RIGHT.  IT WAS ALSO USED FOR THIS
 DR0254'STATION.  PROCEED EAST 0.35 MILE AT WHICH POINT THE STATION
 DR0254'IS DIRECTLY N THE LEFT ON THE LOW HILL.  TO DRIVE TO THE
 DR0254'STATION CONTINUE EAST 1.7 MILES TO A SIDE ROAD, CATTLE GUARD,
 DR0254'AND LOCKED GATE ON THE LEFT.  THE KEY TO THIS GATE MAY BE
 DR0254'SECURED BY TAKING THE SIDE ROAD ON THE RIGHT AT THIS POINT
 DR0254'AND GOING 2.3 MILES TO THE L-E RANCH AND PERMISSION MUST BE
 DR0254'OBTAINED TO ENTER THE PASTURE.  TO PROCEED TO THE STATION
 DR0254'TURN LEFT, PASS THROUGH THE GATE, AND TURN LEFT, WEST, ON
 DR0254'TRACK ROAD WHICH FOLLOWS OLD HIGHWAY ROAD BED FOR 1.7
 DR0254'MILES.  TURN LEFT AND GO ACROSS COUNTRY 0.2 MILE TO THE TOP
 DR0254'OF THE KNOLL AND THE STATION.
 DR0254'
 DR0254'THE STATION MARK, A STANDARD DISK STAMPED IVORY 1961 CEMENTED
 DR0254'IN THE TOP OF A 12-INCH-SQUARE CONCRETE MONUMENT PROJECTING
 DR0254'5 INCHES ABOVE GROUND, IS 255.2 FEET NORTH OF THE NORTH HIGHWAY
 DR0254'RIGHT-OF-WAY FENCE, AND 4.2 FEET NORTHEAST OF A WITNESS POST
 DR0254'AND SIGN.
 DR0254'
 DR0254'REFERENCE MARK NUMBER ONE, A STANDARD DISK STAMPED IVORY NO
 DR0254'1 1961 CEMENTED IN THE TOP OF A 12-INCH-SQUARE CONCRETE MONUMENT
 DR0254'PROJECTS 4 INCHES ABOVE GROUND, IS 196.8 FEET NORTHWEST OF A
 DR0254'POWER LINE POLE WITH TRIANGLE BLAZE, AND ABOUT 1 FOOT LOWER
 DR0254'THAN STATION ELEVATION.
 DR0254'
 DR0254'REFERENCE MARK NUMBER TWO, A STANDARD DISK STAMPED IVORY NO 2
 DR0254'1961 CEMENTED IN THE TOP OF A 12-INCH-SQUARE CONCRETE MONUMENT
 DR0254'PROJECTING 6 INCHES ABOVE GROUND, IS 311.8 FEET NORTH OF THE
 DR0254'NORTH HIGHWAY RIGHT-OF-WAY FENCE AT THE SAME ELEVATION AS
 DR0254'THE STATION.
 DR0254'
 DR0254'THE AZIMUTH MARK, A STANDARD DISK STAMPED GREEN 1961 CEMENTED
 DR0254'IN THE TOP OF A 12-INCH-SQUARE CONCRETE MONUMENT PROJECTING
 DR0254'10 INCHES ABOVE GROUND, IS 0.6 FOOT NORTH OF THE SOUTH
 DR0254'RIGHT-OF-WAY FENCE OF U.S. HIGHWAY 380, 1.5 FEET SOUTHWEST
 DR0254'OF A METAL WITNESS POST, AND 49.0 FEET SOUTH OF THE CENTERLINE
 DR0254'OF THE HIGHWAY.
 DR0254'
 DR0254'A STANDARD TRAVERSE STATION DISK STAMPED IVORY 1961 WAS
 DR0254'USED FOR THE UNDERGROUND STATION MARK.
 DR0254
 DR0254                          STATION RECOVERY (1961)
 DR0254
 DR0254'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 DR0254'22.1 MI E FROM ROSWELL.
 DR0254'0.15 MILE SOUTH ALONG SOUTH MAIN STREET FROM THE COURTHOUSE AT
 DR0254'ROSWELL, THENCE 21.2 MILES EAST ALONG U.S. HIGHWAY 380, THENCE 0.6
 DR0254'MILE EAST ALONG THE OLD HIGHWAY, THENCE 0.15 MILE SOUTH ACROSS
 DR0254'COUNTRY, 255.2 FEET NORTH OF THE NORTH RIGHT OF WAY FENCE, 58.0 FEET
 DR0254'WEST OF R.M. 1, 56.6 FEET SOUTH OF R.M. 2, 4.2 FEET NORTHEAST OF A
 DR0254'METAL WITNESS POST WITH SIGN, SET IN TOP OF A SQUARE CONCRETE POST
 DR0254'PROJECTING 5 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0255 ***********************************************************************
 DR0255  DESIGNATION -  IVORY RM 1
 DR0255  PID         -  DR0255
 DR0255  STATE/COUNTY-  NM/CHAVES
 DR0255  USGS QUAD   -  L-E RANCH (1975)
 DR0255
 DR0255                         *CURRENT SURVEY CONTROL
 DR0255  ___________________________________________________________________
 DR0255* NAD 83(1986)-  33 25 19.     (N)    104 10 37.     (W)     SCALED    
 DR0255* NAVD 88     -      1173.420  (meters)    3849.80   (feet)  POSTED    
 DR0255  ___________________________________________________________________
 DR0255  GEOID HEIGHT-         -23.20  (meters)                     GEOID03
 DR0255  DYNAMIC HT  -        1171.810 (meters)    3844.51  (feet)  COMP
 DR0255  MODELED GRAV-     979,225.0   (mgal)                       NAVD 88
 DR0255
 DR0255  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 DR0255
 DR0255.The horizontal coordinates were scaled from a topographic map and have
 DR0255.an estimated accuracy of +/- 6 seconds.
 DR0255
 DR0255.The orthometric height was determined by differential leveling
 DR0255.and adjusted by the National Geodetic Survey in 1992..
 DR0255.No vertical observational check was made to the station.
 DR0255.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 DR0255.was located on a no-check spur therefore a value was not computed.
 DR0255
 DR0255.The geoid height was determined by GEOID03.
 DR0255
 DR0255.The dynamic height is computed by dividing the NAVD 88
 DR0255.geopotential number by the normal gravity value computed on the
 DR0255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0255.degrees latitude (g = 980.6199 gals.).
 DR0255
 DR0255.The modeled gravity was interpolated from observed gravity values.
 DR0255
 DR0255;                    North         East    Units  Estimated Accuracy
 DR0255;SPC NM E     -   268,560.      179,540.      MT  (+/- 180 meters Scaled)
 DR0255
 DR0255                          SUPERSEDED SURVEY CONTROL
 DR0255
 DR0255  NGVD 29 (??/??/92) 1172.916  (m)         3848.14   (f) ADJ UNCH    2 0
 DR0255
 DR0255.Superseded values are not recommended for survey control.
 DR0255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0255.See file dsdata.txt to determine how the superseded data were derived.
 DR0255
 DR0255_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES765983(NAD 83)
 DR0255_MARKER: DR = REFERENCE MARK DISK
 DR0255_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR0255_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DR0255_STAMPING: IVORY NO 1 1961
 DR0255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR0255+STABILITY: SURFACE MOTION
 DR0255
 DR0255  HISTORY     - Date     Condition        Report By
 DR0255  HISTORY     - 1961     MONUMENTED       CGS
 DR0255
 DR0255                          STATION DESCRIPTION
 DR0255
 DR0255'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 DR0255'22.1 MI E FROM ROSWELL.
 DR0255'0.15 MILE SOUTH ALONG SOUTH MAIN STREET FROM THE COURTHOUSE AT
 DR0255'ROSWELL, THENCE 21.2 MILES EAST ALONG U.S. HIGHWAY 380, THENCE 0.6
 DR0255'MILE EAST ALONG THE OLD HIGHWAY, THENCE 0.15 MILE SOUTH ACROSS
 DR0255'COUNTRY, 196.8 FEET NORTHWEST OF A POWER POLE WITH TRIANGLE BLAZE,
 DR0255'58.0 FEET EAST OF A TRIANGULATION STATION, SET IN TOP OF A SQUARE
 DR0255'CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0253 ***********************************************************************
 DR0253  DESIGNATION -  IVORY RM 2
 DR0253  PID         -  DR0253
 DR0253  STATE/COUNTY-  NM/CHAVES
 DR0253  USGS QUAD   -  L-E RANCH (1975)
 DR0253
 DR0253                         *CURRENT SURVEY CONTROL
 DR0253  ___________________________________________________________________
 DR0253* NAD 83(1986)-  33 25 19.     (N)    104 10 37.     (W)     SCALED    
 DR0253* NAVD 88     -      1173.759  (meters)    3850.91   (feet)  POSTED    
 DR0253  ___________________________________________________________________
 DR0253  GEOID HEIGHT-         -23.20  (meters)                     GEOID03
 DR0253  DYNAMIC HT  -        1172.150 (meters)    3845.63  (feet)  COMP
 DR0253  MODELED GRAV-     979,225.0   (mgal)                       NAVD 88
 DR0253
 DR0253  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 DR0253
 DR0253.The horizontal coordinates were scaled from a topographic map and have
 DR0253.an estimated accuracy of +/- 6 seconds.
 DR0253
 DR0253.The orthometric height was determined by differential leveling
 DR0253.and adjusted by the National Geodetic Survey in 1992..
 DR0253.No vertical observational check was made to the station.
 DR0253.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 DR0253.was located on a no-check spur therefore a value was not computed.
 DR0253
 DR0253.The geoid height was determined by GEOID03.
 DR0253
 DR0253.The dynamic height is computed by dividing the NAVD 88
 DR0253.geopotential number by the normal gravity value computed on the
 DR0253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0253.degrees latitude (g = 980.6199 gals.).
 DR0253
 DR0253.The modeled gravity was interpolated from observed gravity values.
 DR0253
 DR0253;                    North         East    Units  Estimated Accuracy
 DR0253;SPC NM E     -   268,560.      179,540.      MT  (+/- 180 meters Scaled)
 DR0253
 DR0253                          SUPERSEDED SURVEY CONTROL
 DR0253
 DR0253  NGVD 29 (??/??/92) 1173.255  (m)         3849.25   (f) ADJ UNCH    2 0
 DR0253
 DR0253.Superseded values are not recommended for survey control.
 DR0253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0253.See file dsdata.txt to determine how the superseded data were derived.
 DR0253
 DR0253_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES765983(NAD 83)
 DR0253_MARKER: DR = REFERENCE MARK DISK
 DR0253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR0253_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DR0253_STAMPING: IVORY NO 2 1961
 DR0253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR0253+STABILITY: SURFACE MOTION
 DR0253
 DR0253  HISTORY     - Date     Condition        Report By
 DR0253  HISTORY     - 1961     MONUMENTED       CGS
 DR0253
 DR0253                          STATION DESCRIPTION
 DR0253
 DR0253'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 DR0253'22.1 MI E FROM ROSWELL.
 DR0253'0.15 MILE SOUTH ALONG SOUTH MAIN STREET FROM THE COURTHOUSE AT
 DR0253'ROSWELL, THENCE 21.2 MILES EAST ALONG U.S. HIGHWAY 380, THENCE 0.6
 DR0253'MILE EAST ALONG THE OLD HIGHWAY, THENCE 0.15 MILE ACROSS COUNTRY,
 DR0253'311.8 FEET NORTH OF THE NORTH RIGHT OF WAY FENCE, 56.6 FEET NORTH OF A
 DR0253'TRIANGULATION STATION, SET IN TOP OF A SQUARE CONCRETE POST PROJECTING
 DR0253'6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0158 ***********************************************************************
 FP0158  DESIGNATION -  J
 FP0158  PID         -  FP0158
 FP0158  STATE/COUNTY-  NM/MCKINLEY
 FP0158  USGS QUAD   -  GALLUP EAST (1979)
 FP0158
 FP0158                         *CURRENT SURVEY CONTROL
 FP0158  ___________________________________________________________________
 FP0158* NAD 83(1986)-  35 31 54.     (N)    108 40 06.     (W)     SCALED    
 FP0158* NAVD 88     -      2004.360  (meters)    6575.97   (feet)  POSTED    
 FP0158  ___________________________________________________________________
 FP0158  GEOID HEIGHT-         -21.01  (meters)                     GEOID03
 FP0158  DYNAMIC HT  -        2001.550 (meters)    6566.75  (feet)  COMP
 FP0158  MODELED GRAV-     979,160.3   (mgal)                       NAVD 88
 FP0158
 FP0158  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 FP0158
 FP0158.The horizontal coordinates were scaled from a topographic map and have
 FP0158.an estimated accuracy of +/- 6 seconds.
 FP0158
 FP0158.The orthometric height was determined by differential leveling
 FP0158.and adjusted by the National Geodetic Survey in 1992..
 FP0158.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 FP0158.rate of 3.1 thru 4.0 mm/km.
 FP0158
 FP0158.The geoid height was determined by GEOID03.
 FP0158
 FP0158.The dynamic height is computed by dividing the NAVD 88
 FP0158.geopotential number by the normal gravity value computed on the
 FP0158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0158.degrees latitude (g = 980.6199 gals.).
 FP0158
 FP0158.The modeled gravity was interpolated from observed gravity values.
 FP0158
 FP0158;                    North         East    Units  Estimated Accuracy
 FP0158;SPC NM W     -   502,880.      754,280.      MT  (+/- 180 meters Scaled)
 FP0158
 FP0158                          SUPERSEDED SURVEY CONTROL
 FP0158
 FP0158  NGVD 29 (??/??/92) 2003.416  (m)         6572.87   (f) ADJ UNCH    1 2
 FP0158
 FP0158.Superseded values are not recommended for survey control.
 FP0158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0158.See file dsdata.txt to determine how the superseded data were derived.
 FP0158
 FP0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYE114345(NAD 83)
 FP0158_MARKER: B = BOLT
 FP0158_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FP0158_SP_SET: ABUTMENT
 FP0158_STAMPING: J BM
 FP0158_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FP0158
 FP0158  HISTORY     - Date     Condition        Report By
 FP0158  HISTORY     - UNK      MONUMENTED       CGS
 FP0158  HISTORY     - 1963     GOOD             USGS
 FP0158  HISTORY     - 1982     MARK NOT FOUND   NGS
 FP0158
 FP0158                          STATION DESCRIPTION
 FP0158
 FP0158'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 FP0158'1.8 MI W FROM ZUNI.
 FP0158'1.8 MILES W ALONG AT AND SF FROM ZUNI 0.7 MILES WEST ALONG US 66 FROM
 FP0158'THE ENTRANCE TO THE REHOBOTH MISSION (AT THIS POINT THERE IS A STATE
 FP0158'OF NEW MEXICO HISTORICAL POINT SIGN) THEN NORTH TO THE AT AND SF RR
 FP0158'BRIDGE VISIBLE 70 YARDS TO THE NORTH, IN THE TOP OF THE NW SANDSTONE
 FP0158'ABUTMENT, 1.4 FEET FROM THE FACE OF THE ABUTMENT, AND 2.2 FEET FROM
 FP0158'THE END OF THE COPING STONE, A COPPER BOLT STAMPED J BM.
 FP0158
 FP0158                          STATION RECOVERY (1982)
 FP0158
 FP0158'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FP0158'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0060 ***********************************************************************
 CW0060  DESIGNATION -  J 10
 CW0060  PID         -  CW0060
 CW0060  STATE/COUNTY-  NM/EDDY
 CW0060  USGS QUAD   -  ARTESIA (1975)
 CW0060
 CW0060                         *CURRENT SURVEY CONTROL
 CW0060  ___________________________________________________________________
 CW0060* NAD 83(1986)-  32 46 10.     (N)    104 23 22.     (W)     SCALED    
 CW0060* NAVD 88     -      1028.704  (meters)    3375.01   (feet)  POSTED    
 CW0060  ___________________________________________________________________
 CW0060  GEOID HEIGHT-         -23.22  (meters)                     GEOID03
 CW0060  DYNAMIC HT  -        1027.270 (meters)    3370.30  (feet)  COMP
 CW0060  MODELED GRAV-     979,213.8   (mgal)                       NAVD 88
 CW0060
 CW0060  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 CW0060
 CW0060.The horizontal coordinates were scaled from a topographic map and have
 CW0060.an estimated accuracy of +/- 6 seconds.
 CW0060
 CW0060.The orthometric height was determined by differential leveling
 CW0060.and adjusted by the National Geodetic Survey in 1992..
 CW0060.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 CW0060.rate of 0.0 thru 1.0 mm/km.
 CW0060
 CW0060.The geoid height was determined by GEOID03.
 CW0060
 CW0060.The dynamic height is computed by dividing the NAVD 88
 CW0060.geopotential number by the normal gravity value computed on the
 CW0060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0060.degrees latitude (g = 980.6199 gals.).
 CW0060
 CW0060.The modeled gravity was interpolated from observed gravity values.
 CW0060
 CW0060;                    North         East    Units  Estimated Accuracy
 CW0060;SPC NM E     -   196,190.      159,740.      MT  (+/- 180 meters Scaled)
 CW0060
 CW0060                          SUPERSEDED SURVEY CONTROL
 CW0060
 CW0060.No superseded survey control is available for this station.
 CW0060
 CW0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES571258(NAD 83)
 CW0060_MARKER: X = CHISELED CROSS
 CW0060_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CW0060_SP_SET: MILEPOST
 CW0060_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CW0060
 CW0060  HISTORY     - Date     Condition        Report By
 CW0060  HISTORY     - UNK      MONUMENTED       CGS
 CW0060  HISTORY     - 1957     MARK NOT FOUND   NGS
 CW0060
 CW0060                          STATION DESCRIPTION
 CW0060
 CW0060'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 CW0060'3.0 MI N FROM DAYTON.
 CW0060'3.0 MILES NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 CW0060'THE STATION AT DAYTON, EDDY COUNTY, ON THE TOP OF MILEPOST, 155, AND 7
 CW0060'FEET WEST OF THE WEST RAIL.  A CHISELED CROSS.  NOTE-- MARK HAS BEEN
 CW0060'HIT BY RAILROAD GRADER AND IS LEANING.  NOTE-- THERE IS NO VERTICAL
 CW0060'SECTION OF RAIL AT THIS LOCATION AND IT IS EVIDENTLY DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1261 ***********************************************************************
 FO1261  DESIGNATION -  J 10 S
 FO1261  PID         -  FO1261
 FO1261  STATE/COUNTY-  NM/BERNALILLO
 FO1261  USGS QUAD   -  ALBUQUERQUE WEST (1990)
 FO1261
 FO1261                         *CURRENT SURVEY CONTROL
 FO1261  ___________________________________________________________________
 FO1261* NAD 83(1992)-  35 05 50.22177(N)    106 42 59.24797(W)     ADJUSTED  
 FO1261* NAVD 88     -      1557.6    (meters)    5110.     (feet)  VERTCON   
 FO1261  ___________________________________________________________________
 FO1261  LAPLACE CORR-           0.78  (seconds)                    DEFLEC99
 FO1261  GEOID HEIGHT-         -21.46  (meters)                     GEOID03
 FO1261
 FO1261  HORZ ORDER  -  SECOND
 FO1261
 FO1261.The horizontal coordinates were established by classical geodetic methods
 FO1261.and adjusted by the National Geodetic Survey in December 1993..
 FO1261
 FO1261.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1261.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1261
 FO1261.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1261
 FO1261.The geoid height was determined by GEOID03.
 FO1261
 FO1261;                    North         East     Units Scale Factor Converg.
 FO1261;SPC NM C     -   454,465.483   457,472.476   MT  0.99992228   -0 16 05.5
 FO1261;SPC NM C     - 1,491,025.51  1,500,890.95   sFT  0.99992228   -0 16 05.5
 FO1261;UTM  13      - 3,885,179.219   343,547.996   MT  0.99990167   -0 59 13.6
 FO1261
 FO1261!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1261!SPC NM C     -   0.99975893  x   0.99992228  =   0.99968123
 FO1261!UTM  13      -   0.99975893  x   0.99990167  =   0.99966063
 FO1261
 FO1261:                Primary Azimuth Mark                     Grid Az
 FO1261:SPC NM C     -  REWARD                                   249 19 13.5
 FO1261:UTM  13      -  REWARD                                   250 02 21.6
 FO1261
 FO1261|---------------------------------------------------------------------|
 FO1261| PID    Reference Object                     Distance      Geod. Az  |
 FO1261|                                                           dddmmss.s |
 FO1261| FO0817 REWARD                              APPROX. 3.2 KM 2490308.0 |
 FO1261|---------------------------------------------------------------------|
 FO1261
 FO1261                          SUPERSEDED SURVEY CONTROL
 FO1261
 FO1261  NAD 83(1986)-  35 05 50.22705(N)    106 42 59.24938(W) AD(       ) 2
 FO1261  NAD 27      -  35 05 50.06282(N)    106 42 57.15232(W) AD(       ) 2
 FO1261  NGVD 29 (07/19/86) 1556.8    (m)         5108.     (f) VERT ANG       
 FO1261
 FO1261.Superseded values are not recommended for survey control.
 FO1261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1261.See file dsdata.txt to determine how the superseded data were derived.
 FO1261
 FO1261_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU4354885179(NAD 83)
 FO1261_MARKER: DD = SURVEY DISK
 FO1261_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FO1261_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FO1261_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO1261+STABILITY: SURFACE MOTION
 FO1261
 FO1261  HISTORY     - Date     Condition        Report By
 FO1261  HISTORY     - 1969     MONUMENTED       NM0030
 FO1261
 FO1261                          STATION DESCRIPTION
 FO1261
 FO1261'DESCRIBED BY CITY OF ALBUQUERQUE NEW MEXICO 1969 (LJU)
 FO1261'STATION IS LOCATED 3.6 MILES WEST OF DOWNTOWN ALBUQUERQUE 1.4
 FO1261'MILES NORTH OF U.S. HIGHWAY 66, 0.1 MILES SOUTH OF INTERSTATE
 FO1261'40 ON THE N.W. CORNER OF THE FENCE IN AREA AROUND THE WEST
 FO1261'MESA HIGH SCHOOL GROUNDS.
 FO1261'
 FO1261'TO REACH STATION FROM THE INTERCHANGE AT I-040 AND NMSR 448
 FO1261'GO SOUTH ON NM 448 FOR 0.25 MILES TO GLENRIO ROAD, TURN RIGHT,
 FO1261'WEST, FOR 0.5 MILES TO THE N.W. CORNER OF WEST MESA HIGH
 FO1261'SCHOOL GROUNDS AND STATION.
 FO1261'
 FO1261'STATION MARK IS A BRASS CAP IN CONCRETE CYLINDER STAMPED BD.
 FO1261'OF ED. J-10-S AND IS LOCATED 15 FT SOUTH OF NORTH WIRE FENCE
 FO1261'ON THE SOUTH SIDE OF GLENRIO RD. AND 15 FT EAST OF THE WEST
 FO1261'WIRE FENCE ON THE WEST BOUNDRY AT THE SCHOOL GROUNDS.  MONUMENT
 FO1261'IS FLUSH WITH GROUND.
 FO1261'
 FO1261'S20, 21, 28, 29, T10N-R2E IS A BRASS CAP BOLTED TO A ONE INCH
 FO1261'IRON PIPE, WHICH PROJECTS ABOUT 12 IN ABOVE AN IRREGULAR
 FO1261'MASS OF CONCRETE STAMPED TAG WHITEMAN ENGR. CO. 20, 21, 29,
 FO1261'28.  LOCATED 0.1 MILES WEST OF 98TH STREET AND ABOUT 300 FT
 FO1261'NORTH OF U.S. HIGHWAY 66.
 FO1261'
 FO1261'REWARD IS A STANDARD USC AND GS DISK IN A CONCRETE CYLINDER
 FO1261'LOCATED ABOUT 0.1 MILES N.W. OF THE 98TH STREET OVERHEAD
 FO1261'CROSSING AT I-040 ON THE CENTER OF A POWER TRANSMISSION LINE
 FO1261'RUNNING N.E. AND S.W.  MONUMENT IS ON THE S.E. SLOPE OF A SMALL
 FO1261'KNOLL, 30 FT EAST OF POWER POLE P.W. 75 AND IS FLUSH WITH GROUND.
 FO1261'
 FO1261'FALLS IS A STANDARD USC AND GS DISK CEMENTED IN A DRILL HOLE
 FO1261'ON A SMALL OUTCROPPING BEDROCK AT THE EAST EDGE OF THE LAVA
 FO1261'FLOW, 1.2 MILES WEST OF THE UNIVERSITY OF ALBUQUERQUE, ABOUT
 FO1261'250 FT N.E. OF THE POWER TRANSMISSION LINE AND POWER POLE WW8.
 FO1261'
 FO1261'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0544 ***********************************************************************
 CW0544  DESIGNATION -  J 100
 CW0544  PID         -  CW0544
 CW0544  STATE/COUNTY-  NM/OTERO
 CW0544  USGS QUAD   -  ROGERS RUINS (1965)
 CW0544
 CW0544                         *CURRENT SURVEY CONTROL
 CW0544  ___________________________________________________________________
 CW0544* NAD 83(1986)-  32 44 54.     (N)    105 37 46.     (W)     SCALED    
 CW0544* NAVD 88     -      2418.232  (meters)    7933.82   (feet)  ADJUSTED  
 CW0544  ___________________________________________________________________
 CW0544  GEOID HEIGHT-         -20.15  (meters)                     GEOID03
 CW0544  DYNAMIC HT  -        2414.216 (meters)    7920.64  (feet)  COMP
 CW0544  MODELED GRAV-     978,888.7   (mgal)                       NAVD 88
 CW0544
 CW0544  VERT ORDER  -  SECOND    CLASS 0
 CW0544
 CW0544.The horizontal coordinates were scaled from a topographic map and have
 CW0544.an estimated accuracy of +/- 6 seconds.
 CW0544
 CW0544.The orthometric height was determined by differential leveling
 CW0544.and adjusted by the National Geodetic Survey in June 1991..
 CW0544
 CW0544.The geoid height was determined by GEOID03.
 CW0544
 CW0544.The dynamic height is computed by dividing the NAVD 88
 CW0544.geopotential number by the normal gravity value computed on the
 CW0544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0544.degrees latitude (g = 980.6199 gals.).
 CW0544
 CW0544.The modeled gravity was interpolated from observed gravity values.
 CW0544
 CW0544;                    North         East    Units  Estimated Accuracy
 CW0544;SPC NM C     -   194,010.      558,150.      MT  (+/- 180 meters Scaled)
 CW0544
 CW0544                          SUPERSEDED SURVEY CONTROL
 CW0544
 CW0544  NGVD 29 (??/??/92) 2417.353  (m)         7930.93   (f) ADJ UNCH    2 0
 CW0544
 CW0544.Superseded values are not recommended for survey control.
 CW0544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0544.See file dsdata.txt to determine how the superseded data were derived.
 CW0544
 CW0544_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDS410235(NAD 83)
 CW0544_MARKER: DB = BENCH MARK DISK
 CW0544_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CW0544_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CW0544_STAMPING: J-100 1934
 CW0544_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CW0544+STABILITY: SURFACE MOTION
 CW0544
 CW0544  HISTORY     - Date     Condition        Report By
 CW0544  HISTORY     - 1934     MONUMENTED       CGS
 CW0544  HISTORY     - 1965     MARK NOT FOUND   USGS
 CW0544
 CW0544                          STATION DESCRIPTION
 CW0544
 CW0544'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CW0544'9.7 MI W FROM WEED.
 CW0544'9.7 MI. W. ALONG ROAD TO LEES RANCH 0.2 MI. N. OF A CATTLE GUARD AND
 CW0544'FENCE LINE, ABOUT 0.2 MI. S. E. OF A FARM HOUSE, 17 FT. E. OF THE
 CW0544'CENTER LINE OF THE ROAD, AND ABOUT 3 FT. ABOVE THE ROAD BED.
 CW0544
 CW0544                          STATION RECOVERY (1965)
 CW0544
 CW0544'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 CW0544'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0468 ***********************************************************************
 EQ0468  DESIGNATION -  J 101
 EQ0468  PID         -  EQ0468
 EQ0468  STATE/COUNTY-  NM/SOCORRO
 EQ0468  USGS QUAD   -  TABLE MOUNTAIN (1995)
 EQ0468
 EQ0468                         *CURRENT SURVEY CONTROL
 EQ0468  ___________________________________________________________________
 EQ0468* NAD 83(1986)-  34 22 49.     (N)    107 33 49.     (W)     SCALED    
 EQ0468* NAVD 88     -      2012.512  (meters)    6602.72   (feet)  POSTED    
 EQ0468  ___________________________________________________________________
 EQ0468  GEOID HEIGHT-         -21.23  (meters)                     GEOID03
 EQ0468  DYNAMIC HT  -        2009.490 (meters)    6592.80  (feet)  COMP
 EQ0468  MODELED GRAV-     979,064.0   (mgal)                       NAVD 88
 EQ0468
 EQ0468  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EQ0468
 EQ0468.The horizontal coordinates were scaled from a topographic map and have
 EQ0468.an estimated accuracy of +/- 6 seconds.
 EQ0468
 EQ0468.The orthometric height was determined by differential leveling
 EQ0468.and adjusted by the National Geodetic Survey in 1992..
 EQ0468.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EQ0468.rate of 0.0 thru 1.0 mm/km.
 EQ0468
 EQ0468.The geoid height was determined by GEOID03.
 EQ0468
 EQ0468.The dynamic height is computed by dividing the NAVD 88
 EQ0468.geopotential number by the normal gravity value computed on the
 EQ0468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0468.degrees latitude (g = 980.6199 gals.).
 EQ0468
 EQ0468.The modeled gravity was interpolated from observed gravity values.
 EQ0468
 EQ0468;                    North         East    Units  Estimated Accuracy
 EQ0468;SPC NM C     -   375,610.      379,190.      MT  (+/- 180 meters Scaled)
 EQ0468
 EQ0468                          SUPERSEDED SURVEY CONTROL
 EQ0468
 EQ0468  NGVD 29 (??/??/92) 2011.646  (m)         6599.88   (f) ADJ UNCH    2 0
 EQ0468
 EQ0468.Superseded values are not recommended for survey control.
 EQ0468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0468.See file dsdata.txt to determine how the superseded data were derived.
 EQ0468
 EQ0468_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBU642073(NAD 83)
 EQ0468_MARKER: DB = BENCH MARK DISK
 EQ0468_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EQ0468_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EQ0468_STAMPING: J 101 1935
 EQ0468_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EQ0468+STABILITY: SURFACE MOTION
 EQ0468
 EQ0468  HISTORY     - Date     Condition        Report By
 EQ0468  HISTORY     - 1935     MONUMENTED       CGS
 EQ0468  HISTORY     - 1964     GOOD             USGS
 EQ0468
 EQ0468                          STATION DESCRIPTION
 EQ0468
 EQ0468'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 EQ0468'31.4 MI NW FROM MAGDALENA.
 EQ0468'ABOUT 31.4 MI NORTHWEST OF MAGDALENA ON GRADED ROADS TO MARTIN RANCH,
 EQ0468'1800 FT. NORTH OF A WINDMILL, ON CREST OF A SMALL HILL, 25 FT.
 EQ0468'SOUTHWEST OF ROAD.  A STANDARD DISK SET IN A CONCRETE POST PROJECTING
 EQ0468'0.2 FT. ABOVE GROUND, AND STAMPED J 101 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0404 ***********************************************************************
 EQ0404  DESIGNATION -  J 102
 EQ0404  PID         -  EQ0404
 EQ0404  STATE/COUNTY-  NM/SOCORRO
 EQ0404  USGS QUAD   -  SILVER HILL (1995)
 EQ0404
 EQ0404                         *CURRENT SURVEY CONTROL
 EQ0404  ___________________________________________________________________
 EQ0404* NAD 83(1986)-  34 11 25.     (N)    107 19 25.     (W)     SCALED    
 EQ0404* NAVD 88     -      2057.700  (meters)    6750.97   (feet)  POSTED    
 EQ0404  ___________________________________________________________________
 EQ0404  GEOID HEIGHT-         -21.45  (meters)                     GEOID03
 EQ0404  DYNAMIC HT  -        2054.580 (meters)    6740.73  (feet)  COMP
 EQ0404  MODELED GRAV-     979,043.7   (mgal)                       NAVD 88
 EQ0404
 EQ0404  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EQ0404
 EQ0404.The horizontal coordinates were scaled from a topographic map and have
 EQ0404.an estimated accuracy of +/- 6 seconds.
 EQ0404
 EQ0404.The orthometric height was determined by differential leveling
 EQ0404.and adjusted by the National Geodetic Survey in 1992..
 EQ0404.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EQ0404.rate of 0.0 thru 1.0 mm/km.
 EQ0404
 EQ0404.The geoid height was determined by GEOID03.
 EQ0404
 EQ0404.The dynamic height is computed by dividing the NAVD 88
 EQ0404.geopotential number by the normal gravity value computed on the
 EQ0404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0404.degrees latitude (g = 980.6199 gals.).
 EQ0404
 EQ0404.The modeled gravity was interpolated from observed gravity values.
 EQ0404
 EQ0404;                    North         East    Units  Estimated Accuracy
 EQ0404;SPC NM C     -   354,280.      401,040.      MT  (+/- 180 meters Scaled)
 EQ0404
 EQ0404                          SUPERSEDED SURVEY CONTROL
 EQ0404
 EQ0404  NGVD 29 (??/??/92) 2056.836  (m)         6748.14   (f) ADJ UNCH    2 0
 EQ0404
 EQ0404.Superseded values are not recommended for survey control.
 EQ0404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0404.See file dsdata.txt to determine how the superseded data were derived.
 EQ0404
 EQ0404_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBT858856(NAD 83)
 EQ0404_MARKER: DB = BENCH MARK DISK
 EQ0404_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EQ0404_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EQ0404_STAMPING: J 102 1935
 EQ0404_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EQ0404+STABILITY: SURFACE MOTION
 EQ0404
 EQ0404  HISTORY     - Date     Condition        Report By
 EQ0404  HISTORY     - 1935     MONUMENTED       CGS
 EQ0404  HISTORY     - 1941     GOOD             NGS
 EQ0404
 EQ0404                          STATION DESCRIPTION
 EQ0404
 EQ0404'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 EQ0404'8.3 MI NW FROM MAGDALENA.
 EQ0404'TO REACH BENCH MARK FROM THE POST OFFICE AT MAGDALENA, PROCEED WEST ON
 EQ0404'U. S. HIGHWAY NO. 60, GO 1.7 MILES TO INTERSECTION OF STATE HIGHWAY
 EQ0404'NO. 52.  THENCE, TURN RIGHT (NORTH) ONTO STATE HIGHWAY NO. 52, GO 6.6
 EQ0404'MILES TO SITE OF BENCH MARK.  BENCH MARK IS ABOUT 0.1 MILE SOUTHEAST
 EQ0404'OF THE CREST OF A HILL.  47.0 FEET SOUTHWEST OF AND ABOUT THE SAME
 EQ0404'ELEVATION AS THE CENTERLINE OF THE HIGHWAY.  3.0 FEET NORTH OF A 4 X 4
 EQ0404'INCH WOODEN MARKER POST, AND DIRECTLY ACROSS THE HIGHWAY, FROM POINT
 EQ0404'WHERE A WASH INTERSECTS THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0086 ***********************************************************************
 GN0086  DESIGNATION -  J 103
 GN0086  PID         -  GN0086
 GN0086  STATE/COUNTY-  NM/RIO ARRIBA
 GN0086  USGS QUAD   -  CANON PLAZA (1995)
 GN0086
 GN0086                         *CURRENT SURVEY CONTROL
 GN0086  ___________________________________________________________________
 GN0086* NAD 83(1986)-  36 31 10.     (N)    106 14 40.     (W)     SCALED    
 GN0086* NAVD 88     -      2947.814  (meters)    9671.29   (feet)  ADJUSTED  
 GN0086  ___________________________________________________________________
 GN0086  GEOID HEIGHT-         -17.36  (meters)                     GEOID03
 GN0086  DYNAMIC HT  -        2943.416 (meters)    9656.86  (feet)  COMP
 GN0086  MODELED GRAV-     979,031.8   (mgal)                       NAVD 88
 GN0086
 GN0086  VERT ORDER  -  SECOND    CLASS 0
 GN0086
 GN0086.The horizontal coordinates were scaled from a topographic map and have
 GN0086.an estimated accuracy of +/- 6 seconds.
 GN0086
 GN0086.The orthometric height was determined by differential leveling
 GN0086.and adjusted by the National Geodetic Survey in June 1991..
 GN0086.WARNING-Repeat measurements at this control monument indicate possible
 GN0086.vertical movement.
 GN0086
 GN0086.The geoid height was determined by GEOID03.
 GN0086
 GN0086.The dynamic height is computed by dividing the NAVD 88
 GN0086.geopotential number by the normal gravity value computed on the
 GN0086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GN0086.degrees latitude (g = 980.6199 gals.).
 GN0086
 GN0086.The modeled gravity was interpolated from observed gravity values.
 GN0086
 GN0086;                    North         East    Units  Estimated Accuracy
 GN0086;SPC NM C     -   612,150.      500,500.      MT  (+/- 180 meters Scaled)
 GN0086
 GN0086                          SUPERSEDED SURVEY CONTROL
 GN0086
 GN0086  NGVD 29 (??/??/92) 2946.354  (m)         9666.50   (f) ADJ UNCH    2 0
 GN0086
 GN0086.Superseded values are not recommended for survey control.
 GN0086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0086.See file dsdata.txt to determine how the superseded data were derived.
 GN0086
 GN0086_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCA885422(NAD 83)
 GN0086_MARKER: DB = BENCH MARK DISK
 GN0086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GN0086_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GN0086_STAMPING: J 103 1935
 GN0086_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GN0086+STABILITY: SURFACE MOTION
 GN0086
 GN0086  HISTORY     - Date     Condition        Report By
 GN0086  HISTORY     - 1935     MONUMENTED       CGS
 GN0086  HISTORY     - 1941     GOOD             NGS
 GN0086
 GN0086                          STATION DESCRIPTION
 GN0086
 GN0086'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 GN0086'10.7 MI W FROM VALLECITOS.
 GN0086'TO REACH FROM THE POST OFFICE, PROCEED WESTERLY ALONG GRAVELED
 GN0086'MOUNTAIN ROAD TOWARDS CANJILON, GO 10.7 MILES.  BENCH MARK IS AT
 GN0086'SUMMIT OF MOUNTAIN AND AT BOUNDARY FENCE.  IT IS 28 FEET WESTERLY FROM
 GN0086'AND ABOUT 1.0 FOOT BELOW CENTER LINE OF THE ROAD.  IT IS 20 FEET
 GN0086'NORTHWESTERLY FROM NORTHWESTERLY CORNER OF CATTLE GUARD.  IT IS 9.5
 GN0086'FEET NORTHWESTERLY FROM CENTER OF WESTERLY GATE POST OF WIRE FENCE. IT
 GN0086'IS 7.0 FEET NORTHERLY FROM FENCE.  STD. DISK IN CONCRETE POST
 GN0086'PROJECTING ABOUT 0.3 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0104 ***********************************************************************
 GM0104  DESIGNATION -  J 103
 GM0104  PID         -  GM0104
 GM0104  STATE/COUNTY-  NM/COLFAX
 GM0104  USGS QUAD   -  FARLEY (1974)
 GM0104
 GM0104                         *CURRENT SURVEY CONTROL
 GM0104  ___________________________________________________________________
 GM0104* NAD 83(1986)-  36 18 18.     (N)    104 02 39.     (W)     SCALED    
 GM0104* NAVD 88     -      1826.522  (meters)    5992.51   (feet)  ADJUSTED  
 GM0104  ___________________________________________________________________
 GM0104  GEOID HEIGHT-         -19.08  (meters)                     GEOID03
 GM0104  DYNAMIC HT  -        1824.252 (meters)    5985.07  (feet)  COMP
 GM0104  MODELED GRAV-     979,324.1   (mgal)                       NAVD 88
 GM0104
 GM0104  VERT ORDER  -  SECOND    CLASS 0
 GM0104
 GM0104.The horizontal coordinates were scaled from a topographic map and have
 GM0104.an estimated accuracy of +/- 6 seconds.
 GM0104
 GM0104.The orthometric height was determined by differential leveling
 GM0104.and adjusted by the National Geodetic Survey in June 1991..
 GM0104
 GM0104.The geoid height was determined by GEOID03.
 GM0104
 GM0104.The dynamic height is computed by dividing the NAVD 88
 GM0104.geopotential number by the normal gravity value computed on the
 GM0104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GM0104.degrees latitude (g = 980.6199 gals.).
 GM0104
 GM0104.The modeled gravity was interpolated from observed gravity values.
 GM0104
 GM0104;                    North         East    Units  Estimated Accuracy
 GM0104;SPC NM E     -   588,400.      190,970.      MT  (+/- 180 meters Scaled)
 GM0104
 GM0104                          SUPERSEDED SURVEY CONTROL
 GM0104
 GM0104  NGVD 29 (??/??/92) 1825.722  (m)         5989.89   (f) ADJ UNCH    2 0
 GM0104
 GM0104.Superseded values are not recommended for survey control.
 GM0104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0104.See file dsdata.txt to determine how the superseded data were derived.
 GM0104
 GM0104_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEA858182(NAD 83)
 GM0104_MARKER: DB = BENCH MARK DISK
 GM0104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GM0104_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GM0104_STAMPING: J 103 1934
 GM0104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GM0104+STABILITY: SURFACE MOTION
 GM0104
 GM0104  HISTORY     - Date     Condition        Report By
 GM0104  HISTORY     - 1934     MONUMENTED       CGS
 GM0104  HISTORY     - 1955     GOOD             NGS
 GM0104  HISTORY     - 1974     MARK NOT FOUND   NGS
 GM0104
 GM0104                          STATION DESCRIPTION
 GM0104
 GM0104'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GM0104'3.8 MI W FROM GLADSTONE.
 GM0104'3.8 MILES WEST ALONG STATE HIGHWAY 58 FROM THE POST OFFICE AT
 GM0104'GLADSTONE, AT A JUNCTION WITH STATE ROAD 193, 35 FEET SOUTH OF THE
 GM0104'CENTER LINE OF STATE HIGHWAY 58, 37 FEET EAST OF THE CENTER LINE OF A
 GM0104'GRADED DIRT ROAD LEADING SOUTH, 46 FEET NORTHWEST OF A POWER POLE, 18
 GM0104'FEET NORTH OF A FENCE CORNER, 1.2 FEET NORTH OF A WITNESS POST, 1.0
 GM0104'MILE SOUTH OF BENCH MARK R 292, SET IN THE TOP OF A CONCRETE POST
 GM0104'WHICH PROJECTS 0.1 FOOT ABOVE THE GROUND.
 GM0104
 GM0104                          STATION RECOVERY (1974)
 GM0104
 GM0104'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 GM0104'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0117 ***********************************************************************
 GN0117  DESIGNATION -  J 104
 GN0117  PID         -  GN0117
 GN0117  STATE/COUNTY-  NM/RIO ARRIBA
 GN0117  USGS QUAD   -  MEDANALES (1995)
 GN0117
 GN0117                         *CURRENT SURVEY CONTROL
 GN0117  ___________________________________________________________________
 GN0117* NAD 83(1986)-  36 13 13.     (N)    106 14 30.     (W)     SCALED    
 GN0117* NAVD 88     -      1808.726  (meters)    5934.13   (feet)  ADJUSTED  
 GN0117  ___________________________________________________________________
 GN0117  GEOID HEIGHT-         -18.81  (meters)                     GEOID03
 GN0117  DYNAMIC HT  -        1806.317 (meters)    5926.23  (feet)  COMP
 GN0117  MODELED GRAV-     979,237.0   (mgal)                       NAVD 88
 GN0117
 GN0117  VERT ORDER  -  SECOND    CLASS 0
 GN0117
 GN0117.The horizontal coordinates were scaled from a topographic map and have
 GN0117.an estimated accuracy of +/- 6 seconds.
 GN0117
 GN0117.The orthometric height was determined by differential leveling
 GN0117.and adjusted by the National Geodetic Survey in June 1991..
 GN0117
 GN0117.The geoid height was determined by GEOID03.
 GN0117
 GN0117.The dynamic height is computed by dividing the NAVD 88
 GN0117.geopotential number by the normal gravity value computed on the
 GN0117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GN0117.degrees latitude (g = 980.6199 gals.).
 GN0117
 GN0117.The modeled gravity was interpolated from observed gravity values.
 GN0117
 GN0117;                    North         East    Units  Estimated Accuracy
 GN0117;SPC NM C     -   578,950.      500,750.      MT  (+/- 180 meters Scaled)
 GN0117
 GN0117                          SUPERSEDED SURVEY CONTROL
 GN0117
 GN0117  NGVD 29 (??/??/92) 1807.669  (m)         5930.66   (f) ADJ UNCH    2 0
 GN0117
 GN0117.Superseded values are not recommended for survey control.
 GN0117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0117.See file dsdata.txt to determine how the superseded data were derived.
 GN0117
 GN0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCA884090(NAD 83)
 GN0117_MARKER: DB = BENCH MARK DISK
 GN0117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GN0117_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GN0117_STAMPING: J 104 1935
 GN0117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GN0117+STABILITY: SURFACE MOTION
 GN0117
 GN0117  HISTORY     - Date     Condition        Report By
 GN0117  HISTORY     - 1935     MONUMENTED       CGS
 GN0117  HISTORY     - 1940     GOOD             NGS
 GN0117  HISTORY     - 1951     GOOD             DOD
 GN0117
 GN0117                          STATION DESCRIPTION
 GN0117
 GN0117'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 GN0117'4.7 MI NE FROM ABIQUIU.
 GN0117'4.7 MILES NORTHEAST OF THE POST OFFICE TO REACH FROM THE POST OFFICE
 GN0117'IN ABIQUIU, PROCEED EAST ON U. S. HIGHWAY NO. 285, GO 3.8 MILES. TURN
 GN0117'LEFT ONTO STATE HIGHWAY NO. 96 WHICH LEADS TOWARDS EL RITO, GO 0.9
 GN0117'MILE.  BENCH MARK IS 0.5 MILE NORTH OF A BRIDGE OVER A RIVER.  43 FEET
 GN0117'EAST OF CENTER LINE OF THE HIGHWAY.  2.0 FEET NORTH OF A 4 X 4 INCH
 GN0117'WOODEN POST PAINTED WHITE PROJECTING 2.0 FEET.  MONUMENT IS FLUSH.
 GN0117
 GN0117                          STATION RECOVERY (1951)
 GN0117
 GN0117'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1951
 GN0117'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0027 ***********************************************************************
 FN0027  DESIGNATION -  J 104
 FN0027  PID         -  FN0027
 FN0027  STATE/COUNTY-  NM/MORA
 FN0027  USGS QUAD   -  CANON LAS CUEVAS (1971)
 FN0027
 FN0027                         *CURRENT SURVEY CONTROL
 FN0027  ___________________________________________________________________
 FN0027* NAD 83(1986)-  35 57 20.     (N)    104 25 29.     (W)     SCALED    
 FN0027* NAVD 88     -      1804.129  (meters)    5919.05   (feet)  ADJUSTED  
 FN0027  ___________________________________________________________________
 FN0027  GEOID HEIGHT-         -19.48  (meters)                     GEOID03
 FN0027  DYNAMIC HT  -        1801.838 (meters)    5911.53  (feet)  COMP
 FN0027  MODELED GRAV-     979,298.4   (mgal)                       NAVD 88
 FN0027
 FN0027  VERT ORDER  -  SECOND    CLASS 0
 FN0027
 FN0027.The horizontal coordinates were scaled from a topographic map and have
 FN0027.an estimated accuracy of +/- 6 seconds.
 FN0027
 FN0027.The orthometric height was determined by differential leveling
 FN0027.and adjusted by the National Geodetic Survey in June 1991..
 FN0027
 FN0027.The geoid height was determined by GEOID03.
 FN0027
 FN0027.The dynamic height is computed by dividing the NAVD 88
 FN0027.geopotential number by the normal gravity value computed on the
 FN0027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FN0027.degrees latitude (g = 980.6199 gals.).
 FN0027
 FN0027.The modeled gravity was interpolated from observed gravity values.
 FN0027
 FN0027;                    North         East    Units  Estimated Accuracy
 FN0027;SPC NM E     -   549,590.      156,760.      MT  (+/- 180 meters Scaled)
 FN0027
 FN0027                          SUPERSEDED SURVEY CONTROL
 FN0027
 FN0027  NGVD 29 (??/??/92) 1803.336  (m)         5916.44   (f) ADJ UNCH    2 0
 FN0027
 FN0027.Superseded values are not recommended for survey control.
 FN0027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0027.See file dsdata.txt to determine how the superseded data were derived.
 FN0027
 FN0027_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEV518791(NAD 83)
 FN0027_MARKER: DB = BENCH MARK DISK
 FN0027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FN0027_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FN0027_STAMPING: J - 104 1934
 FN0027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FN0027+STABILITY: SURFACE MOTION
 FN0027
 FN0027  HISTORY     - Date     Condition        Report By
 FN0027  HISTORY     - 1934     MONUMENTED       CGS
 FN0027  HISTORY     - 1971     GOOD             USGS
 FN0027
 FN0027                          STATION DESCRIPTION
 FN0027
 FN0027'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 FN0027'17.9 MI SE FROM WAGON MOUND.
 FN0027'WAGON MOUND HIGH SCHOOL, 17.9 MI. SE ALONG ST. HWY. 120, 79 FT. SW
 FN0027'HWY., 140 FT. SW OF A HWY. AT GALVANIZED CULVERT CROSSING.  A STANDARD
 FN0027'DISK, STAMPED J - 104 1934, SET IN A ROUND CONCRETE POST PROJECTING
 FN0027'0.5 FT. ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0063 ***********************************************************************
 GM0063  DESIGNATION -  J 105
 GM0063  PID         -  GM0063
 GM0063  STATE/COUNTY-  NM/HARDING
 GM0063  USGS QUAD   -  KANSAS VALLEY (1974)
 GM0063
 GM0063                         *CURRENT SURVEY CONTROL
 GM0063  ___________________________________________________________________
 GM0063* NAD 83(1986)-  36 01 45.     (N)    104 04 18.     (W)     SCALED    
 GM0063* NAVD 88     -      1747.370  (meters)    5732.83   (feet)  ADJUSTED  
 GM0063  ___________________________________________________________________
 GM0063  GEOID HEIGHT-         -19.64  (meters)                     GEOID03
 GM0063  DYNAMIC HT  -        1745.193 (meters)    5725.69  (feet)  COMP
 GM0063  MODELED GRAV-     979,323.9   (mgal)                       NAVD 88
 GM0063
 GM0063  VERT ORDER  -  SECOND    CLASS 0
 GM0063
 GM0063.The horizontal coordinates were scaled from a topographic map and have
 GM0063.an estimated accuracy of +/- 6 seconds.
 GM0063
 GM0063.The orthometric height was determined by differential leveling
 GM0063.and adjusted by the National Geodetic Survey in June 1991..
 GM0063
 GM0063.The geoid height was determined by GEOID03.
 GM0063
 GM0063.The dynamic height is computed by dividing the NAVD 88
 GM0063.geopotential number by the normal gravity value computed on the
 GM0063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GM0063.degrees latitude (g = 980.6199 gals.).
 GM0063
 GM0063.The modeled gravity was interpolated from observed gravity values.
 GM0063
 GM0063;                    North         East    Units  Estimated Accuracy
 GM0063;SPC NM E     -   557,790.      188,580.      MT  (+/- 180 meters Scaled)
 GM0063
 GM0063                          SUPERSEDED SURVEY CONTROL
 GM0063
 GM0063  NGVD 29 (??/??/92) 1746.590  (m)         5730.27   (f) ADJ UNCH    2 0
 GM0063
 GM0063.Superseded values are not recommended for survey control.
 GM0063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0063.See file dsdata.txt to determine how the superseded data were derived.
 GM0063
 GM0063_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEV836875(NAD 83)
 GM0063_MARKER: DB = BENCH MARK DISK
 GM0063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GM0063_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GM0063_STAMPING: J 105 1934
 GM0063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GM0063+STABILITY: SURFACE MOTION
 GM0063
 GM0063  HISTORY     - Date     Condition        Report By
 GM0063  HISTORY     - 1934     MONUMENTED       CGS
 GM0063  HISTORY     - 1974     POOR             USGS
 GM0063
 GM0063                          STATION DESCRIPTION
 GM0063
 GM0063'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GM0063'11.6 MI NE FROM ROY.
 GM0063'11.6 MILES NORTHEAST ALONG STATE HIGHWAY 120 FROM THE HIGH SCHOOL AT
 GM0063'ROY, HARDING COUNTY, 43 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 4
 GM0063'FEET SOUTHEAST OF A FENCE CORNER, AND 2 FEET SOUTH OF THE
 GM0063'EAST-AND-WEST FENCE.  A STANDARD DISK, STAMPED J 105 1934 AND SET IN
 GM0063'THE TOP OF A CONCRETE POST.
 GM0063
 GM0063                          STATION RECOVERY (1974)
 GM0063
 GM0063'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 GM0063'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0147 ***********************************************************************
 GN0147  DESIGNATION -  J 105
 GN0147  PID         -  GN0147
 GN0147  STATE/COUNTY-  NM/RIO ARRIBA
 GN0147  USGS QUAD   -  VALLE GRANDE PEAK (1995)
 GN0147
 GN0147                         *CURRENT SURVEY CONTROL
 GN0147  ___________________________________________________________________
 GN0147* NAD 83(1986)-  36 28 14.     (N)    106 08 41.     (W)     SCALED    
 GN0147* NAVD 88     -      2328.802  (meters)    7640.41   (feet)  ADJUSTED  
 GN0147  ___________________________________________________________________
 GN0147  GEOID HEIGHT-         -17.60  (meters)                     GEOID03
 GN0147  DYNAMIC HT  -        2325.558 (meters)    7629.77  (feet)  COMP
 GN0147  MODELED GRAV-     979,155.1   (mgal)                       NAVD 88
 GN0147
 GN0147  VERT ORDER  -  SECOND    CLASS 0
 GN0147
 GN0147.The horizontal coordinates were scaled from a topographic map and have
 GN0147.an estimated accuracy of +/- 6 seconds.
 GN0147
 GN0147.The orthometric height was determined by differential leveling
 GN0147.and adjusted by the National Geodetic Survey in June 1991..
 GN0147
 GN0147.The geoid height was determined by GEOID03.
 GN0147
 GN0147.The dynamic height is computed by dividing the NAVD 88
 GN0147.geopotential number by the normal gravity value computed on the
 GN0147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GN0147.degrees latitude (g = 980.6199 gals.).
 GN0147
 GN0147.The modeled gravity was interpolated from observed gravity values.
 GN0147
 GN0147;                    North         East    Units  Estimated Accuracy
 GN0147;SPC NM C     -   606,730.      509,440.      MT  (+/- 180 meters Scaled)
 GN0147
 GN0147                          SUPERSEDED SURVEY CONTROL
 GN0147
 GN0147  NGVD 29 (??/??/92) 2327.564  (m)         7636.35   (f) ADJ UNCH    2 0
 GN0147
 GN0147.Superseded values are not recommended for survey control.
 GN0147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0147.See file dsdata.txt to determine how the superseded data were derived.
 GN0147
 GN0147_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCA974367(NAD 83)
 GN0147_MARKER: DD = SURVEY DISK
 GN0147_SETTING: 80 = SET IN A BOULDER
 GN0147_STAMPING: J 105 1935
 GN0147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GN0147+STABILITY: SURFACE MOTION
 GN0147
 GN0147  HISTORY     - Date     Condition        Report By
 GN0147  HISTORY     - 1935     MONUMENTED       USFS
 GN0147  HISTORY     - 1940     GOOD             NGS
 GN0147
 GN0147                          STATION DESCRIPTION
 GN0147
 GN0147'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 GN0147'3.3 MI SW FROM VALLECITOS.
 GN0147'3.3 MILES SOUTHWEST OF THE POST OFFICE TO REACH FROM THE POST OFFICE
 GN0147'IN VALLECITOS, PROCEED WEST ALONG STATE HIGHWAY NO. 96, GO 0.9 MILE.
 GN0147'AT JUNCTION OF STATE HIGHWAY NO. 96 AND ROAD TO CANJILON, TURN LEFT
 GN0147'(SOUTHWEST) AND CONTINUE ON STATE HIGHWAY NO. 96 TOWARDS EL RITO, GO
 GN0147'2.4 MILES.  BENCH MARK IS ON THE INSIDE OF A LONG CURVE TO THE WEST.
 GN0147'45 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY.  44 FEET SOUTH OF
 GN0147'THE WEST ABUTMENT OF A STONE CULVERT.  5.0 FEET ABOVE THE LEVEL OF THE
 GN0147'HIGHWAY.  SET FLUSH AND HORIZONTALLY IN A SMALL RED BOULDER WHICH
 GN0147'PROJECTS 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0700 ***********************************************************************
 GL0700  DESIGNATION -  J 106
 GL0700  PID         -  GL0700
 GL0700  STATE/COUNTY-  NM/UNION
 GL0700  USGS QUAD   -  CLAYTON SW (1970)
 GL0700
 GL0700                         *CURRENT SURVEY CONTROL
 GL0700  ___________________________________________________________________
 GL0700* NAD 83(1986)-  36 21 02.     (N)    103 10 55.     (W)     SCALED    
 GL0700* NAVD 88     -      1479.240  (meters)    4853.14   (feet)  ADJUSTED  
 GL0700  ___________________________________________________________________
 GL0700  GEOID HEIGHT-         -22.23  (meters)                     GEOID03
 GL0700  DYNAMIC HT  -        1477.482 (meters)    4847.37  (feet)  COMP
 GL0700  MODELED GRAV-     979,391.8   (mgal)                       NAVD 88
 GL0700
 GL0700  VERT ORDER  -  SECOND    CLASS 0
 GL0700
 GL0700.The horizontal coordinates were scaled from a topographic map and have
 GL0700.an estimated accuracy of +/- 6 seconds.
 GL0700
 GL0700.The orthometric height was determined by differential leveling
 GL0700.and adjusted by the National Geodetic Survey in June 1991..
 GL0700
 GL0700.The geoid height was determined by GEOID03.
 GL0700
 GL0700.The dynamic height is computed by dividing the NAVD 88
 GL0700.geopotential number by the normal gravity value computed on the
 GL0700.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0700.degrees latitude (g = 980.6199 gals.).
 GL0700
 GL0700.The modeled gravity was interpolated from observed gravity values.
 GL0700
 GL0700;                    North         East    Units  Estimated Accuracy
 GL0700;SPC NM E     -   594,030.      268,350.      MT  (+/- 180 meters Scaled)
 GL0700
 GL0700                          SUPERSEDED SURVEY CONTROL
 GL0700
 GL0700  NGVD 29 (??/??/92) 1478.524  (m)         4850.79   (f) ADJ UNCH    2 0
 GL0700
 GL0700.Superseded values are not recommended for survey control.
 GL0700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0700.See file dsdata.txt to determine how the superseded data were derived.
 GL0700
 GL0700_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA631243(NAD 83)
 GL0700_MARKER: DB = BENCH MARK DISK
 GL0700_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0700_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0700_STAMPING: J 106 1934
 GL0700_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0700+STABILITY: SURFACE MOTION
 GL0700_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GL0700+SATELLITE: SATELLITE OBSERVATIONS - April 12, 2005
 GL0700
 GL0700  HISTORY     - Date     Condition        Report By
 GL0700  HISTORY     - 1934     MONUMENTED       CGS
 GL0700  HISTORY     - 1955     GOOD             NGS
 GL0700  HISTORY     - 20050412 GOOD             NMHD
 GL0700
 GL0700                          STATION DESCRIPTION
 GL0700
 GL0700'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GL0700'7.4 MI S FROM CLAYTON.
 GL0700'7.4 MILES SOUTH ALONG STATE HIGHWAY 18 FROM THE COURTHOUSE AT CLAYTON,
 GL0700'169 FEET SOUTH OF THE CENTER LINE OF AN EAST AND WEST ROAD, 79 FEET
 GL0700'WEST OF THE CENTER LINE OF THE HIGHWAY, 21 FEET EAST OF A FENCE, 1.5
 GL0700'FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 GL0700'PROJECTS 0.1 FOOT ABOVE THE GROUND.
 GL0700
 GL0700                          STATION RECOVERY (2005)
 GL0700
 GL0700'RECOVERY NOTE BY NM HIGHWAY DEPT 2005 (WAB)
 GL0700' 
 GL0700'DESCRIPTION IS ADEQUATE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0484 ***********************************************************************
 FM0484  DESIGNATION -  J 107
 FM0484  PID         -  FM0484
 FM0484  STATE/COUNTY-  NM/QUAY
 FM0484  USGS QUAD   -  KERLIN HILL (1971)
 FM0484
 FM0484                         *CURRENT SURVEY CONTROL
 FM0484  ___________________________________________________________________
 FM0484* NAD 83(1986)-  35 42 54.     (N)    103 07 35.     (W)     SCALED    
 FM0484* NAVD 88     -      1380.171  (meters)    4528.11   (feet)  ADJUSTED  
 FM0484  ___________________________________________________________________
 FM0484  GEOID HEIGHT-         -22.97  (meters)                     GEOID03
 FM0484  DYNAMIC HT  -        1378.522 (meters)    4522.70  (feet)  COMP
 FM0484  MODELED GRAV-     979,389.2   (mgal)                       NAVD 88
 FM0484
 FM0484  VERT ORDER  -  SECOND    CLASS 0
 FM0484
 FM0484.The horizontal coordinates were scaled from a topographic map and have
 FM0484.an estimated accuracy of +/- 6 seconds.
 FM0484
 FM0484.The orthometric height was determined by differential leveling
 FM0484.and adjusted by the National Geodetic Survey in June 1991..
 FM0484
 FM0484.The geoid height was determined by GEOID03.
 FM0484
 FM0484.The dynamic height is computed by dividing the NAVD 88
 FM0484.geopotential number by the normal gravity value computed on the
 FM0484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0484.degrees latitude (g = 980.6199 gals.).
 FM0484
 FM0484.The modeled gravity was interpolated from observed gravity values.
 FM0484
 FM0484;                    North         East    Units  Estimated Accuracy
 FM0484;SPC NM E     -   523,570.      274,210.      MT  (+/- 180 meters Scaled)
 FM0484
 FM0484                          SUPERSEDED SURVEY CONTROL
 FM0484
 FM0484  NGVD 29 (??/??/92) 1379.564  (m)         4526.12   (f) ADJ UNCH    2 0
 FM0484
 FM0484.Superseded values are not recommended for survey control.
 FM0484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0484.See file dsdata.txt to determine how the superseded data were derived.
 FM0484
 FM0484_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFV694539(NAD 83)
 FM0484_MARKER: DB = BENCH MARK DISK
 FM0484_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0484_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0484_STAMPING: J-107 1934
 FM0484_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0484+STABILITY: SURFACE MOTION
 FM0484
 FM0484  HISTORY     - Date     Condition        Report By
 FM0484  HISTORY     - 1934     MONUMENTED       CGS
 FM0484
 FM0484                          STATION DESCRIPTION
 FM0484
 FM0484'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FM0484'5.7 MI S FROM CENTERVILLE.
 FM0484'5.7 MILES SOUTH OF POST OFFICE AT CENTERVILLE 139 FEET WEST OF LARGE
 FM0484'ROCKY DRY WASH.  2 FEET EAST OF FENCE LINE.  47 FEET WEST OF
 FM0484'CENTERLINE OF STATE HIGHWAY 18.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0748 ***********************************************************************
 FM0748  DESIGNATION -  J 108
 FM0748  PID         -  FM0748
 FM0748  STATE/COUNTY-  NM/HARDING
 FM0748  USGS QUAD   -  CIRCLE BAR RANCH (1973)
 FM0748
 FM0748                         *CURRENT SURVEY CONTROL
 FM0748  ___________________________________________________________________
 FM0748* NAD 83(1986)-  35 50 18.     (N)    103 41 13.     (W)     SCALED    
 FM0748* NAVD 88     -      1387.976  (meters)    4553.72   (feet)  ADJUSTED  
 FM0748  ___________________________________________________________________
 FM0748  GEOID HEIGHT-         -21.25  (meters)                     GEOID03
 FM0748  DYNAMIC HT  -        1386.323 (meters)    4548.29  (feet)  COMP
 FM0748  MODELED GRAV-     979,393.4   (mgal)                       NAVD 88
 FM0748
 FM0748  VERT ORDER  -  SECOND    CLASS 0
 FM0748
 FM0748.The horizontal coordinates were scaled from a topographic map and have
 FM0748.an estimated accuracy of +/- 6 seconds.
 FM0748
 FM0748.The orthometric height was determined by differential leveling
 FM0748.and adjusted by the National Geodetic Survey in June 1991..
 FM0748
 FM0748.The geoid height was determined by GEOID03.
 FM0748
 FM0748.The dynamic height is computed by dividing the NAVD 88
 FM0748.geopotential number by the normal gravity value computed on the
 FM0748.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0748.degrees latitude (g = 980.6199 gals.).
 FM0748
 FM0748.The modeled gravity was interpolated from observed gravity values.
 FM0748
 FM0748;                    North         East    Units  Estimated Accuracy
 FM0748;SPC NM E     -   536,770.      223,400.      MT  (+/- 180 meters Scaled)
 FM0748
 FM0748                          SUPERSEDED SURVEY CONTROL
 FM0748
 FM0748  NGVD 29 (??/??/92) 1387.338  (m)         4551.62   (f) ADJ UNCH    2 0
 FM0748
 FM0748.Superseded values are not recommended for survey control.
 FM0748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0748.See file dsdata.txt to determine how the superseded data were derived.
 FM0748
 FM0748_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFV185668(NAD 83)
 FM0748_MARKER: DB = BENCH MARK DISK
 FM0748_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0748_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0748_STAMPING: J-108 1934
 FM0748_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0748+STABILITY: SURFACE MOTION
 FM0748
 FM0748  HISTORY     - Date     Condition        Report By
 FM0748  HISTORY     - 1934     MONUMENTED       CGS
 FM0748  HISTORY     - 1972     MARK NOT FOUND   USGS
 FM0748
 FM0748                          STATION DESCRIPTION
 FM0748
 FM0748'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FM0748'14.2 MI W FROM ROSEBUD.
 FM0748'14.2 MILES WEST OF SCHOOL BUILDING AT ROSEBUD 0.4 MILE SOUTHWEST OF
 FM0748'NORTH AND SOUTH SECTION LINE FENCE.  350 FEET SOUTH OF SMALL SANDY
 FM0748'RIDGE.  66 FEET NORTHWEST OF CENTERLINE OF STATE HIGHWAY 65.
 FM0748
 FM0748                          STATION RECOVERY (1972)
 FM0748
 FM0748'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 FM0748'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0009 ***********************************************************************
 EP0009  DESIGNATION -  J 109
 EP0009  PID         -  EP0009
 EP0009  STATE/COUNTY-  NM/DE BACA
 EP0009  USGS QUAD   -  WINDMILL DRAW (1982)
 EP0009
 EP0009                         *CURRENT SURVEY CONTROL
 EP0009  ___________________________________________________________________
 EP0009* NAD 83(1986)-  34 35 58.     (N)    104 18 18.     (W)     SCALED    
 EP0009* NAVD 88     -      1327.365  (meters)    4354.86   (feet)  ADJUSTED  
 EP0009  ___________________________________________________________________
 EP0009  GEOID HEIGHT-         -23.45  (meters)                     GEOID03
 EP0009  DYNAMIC HT  -        1325.602 (meters)    4349.08  (feet)  COMP
 EP0009  MODELED GRAV-     979,261.3   (mgal)                       NAVD 88
 EP0009
 EP0009  VERT ORDER  -  SECOND    CLASS 0
 EP0009
 EP0009.The horizontal coordinates were scaled from a topographic map and have
 EP0009.an estimated accuracy of +/- 6 seconds.
 EP0009
 EP0009.The orthometric height was determined by differential leveling
 EP0009.and adjusted by the National Geodetic Survey in June 1991..
 EP0009
 EP0009.The geoid height was determined by GEOID03.
 EP0009
 EP0009.The dynamic height is computed by dividing the NAVD 88
 EP0009.geopotential number by the normal gravity value computed on the
 EP0009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EP0009.degrees latitude (g = 980.6199 gals.).
 EP0009
 EP0009.The modeled gravity was interpolated from observed gravity values.
 EP0009
 EP0009;                    North         East    Units  Estimated Accuracy
 EP0009;SPC NM E     -   399,150.      167,600.      MT  (+/- 180 meters Scaled)
 EP0009
 EP0009                          SUPERSEDED SURVEY CONTROL
 EP0009
 EP0009  NGVD 29 (??/??/92) 1326.728  (m)         4352.77   (f) ADJ UNCH    2 0
 EP0009
 EP0009.Superseded values are not recommended for survey control.
 EP0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EP0009.See file dsdata.txt to determine how the superseded data were derived.
 EP0009
 EP0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEU637288(NAD 83)
 EP0009_MARKER: DB = BENCH MARK DISK
 EP0009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EP0009_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EP0009_STAMPING: J-109 1934
 EP0009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EP0009+STABILITY: SURFACE MOTION
 EP0009
 EP0009  HISTORY     - Date     Condition        Report By
 EP0009  HISTORY     - 1934     MONUMENTED       CGS
 EP0009  HISTORY     - 1943     GOOD             NGS
 EP0009
 EP0009                          STATION DESCRIPTION
 EP0009
 EP0009'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EP0009'9.6 MI NW FROM FORT SUMNER.
 EP0009'9.6 MILES NORTHWEST OF A T AND S F RR DEPOT AT FORT SUMNER 120 FEET
 EP0009'SOUTHEAST OF TELEPHONE POLE NO. 3433.  66 FEET EAST OF CENTERLINE OF
 EP0009'STATE HIGHWAY 20.  NOTE-- LOCATED ON ABANDONED HWY NO. 84.
 EP0009
 EP0009                          STATION RECOVERY (1943)
 EP0009
 EP0009'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1943
 EP0009'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0475 ***********************************************************************
 EO0475  DESIGNATION -  J 110
 EO0475  PID         -  EO0475
 EO0475  STATE/COUNTY-  NM/QUAY
 EO0475  USGS QUAD   -  WEBER CITY (1987)
 EO0475
 EO0475                         *CURRENT SURVEY CONTROL
 EO0475  ___________________________________________________________________
 EO0475* NAD 83(1986)-  34 43 14.     (N)    103 38 08.     (W)     SCALED    
 EO0475* NAVD 88     -      1430.423  (meters)    4692.98   (feet)  ADJUSTED  
 EO0475  ___________________________________________________________________
 EO0475  GEOID HEIGHT-         -23.41  (meters)                     GEOID03
 EO0475  DYNAMIC HT  -        1428.535 (meters)    4686.79  (feet)  COMP
 EO0475  MODELED GRAV-     979,265.0   (mgal)                       NAVD 88
 EO0475
 EO0475  VERT ORDER  -  SECOND    CLASS 0
 EO0475
 EO0475.The horizontal coordinates were scaled from a topographic map and have
 EO0475.an estimated accuracy of +/- 6 seconds.
 EO0475
 EO0475.The orthometric height was determined by differential leveling
 EO0475.and adjusted by the National Geodetic Survey in June 1991..
 EO0475
 EO0475.The geoid height was determined by GEOID03.
 EO0475
 EO0475.The dynamic height is computed by dividing the NAVD 88
 EO0475.geopotential number by the normal gravity value computed on the
 EO0475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0475.degrees latitude (g = 980.6199 gals.).
 EO0475
 EO0475.The modeled gravity was interpolated from observed gravity values.
 EO0475
 EO0475;                    North         East    Units  Estimated Accuracy
 EO0475;SPC NM E     -   412,800.      228,910.      MT  (+/- 180 meters Scaled)
 EO0475
 EO0475                          SUPERSEDED SURVEY CONTROL
 EO0475
 EO0475  NGVD 29 (??/??/92) 1429.761  (m)         4690.81   (f) ADJ UNCH    2 0
 EO0475
 EO0475.Superseded values are not recommended for survey control.
 EO0475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0475.See file dsdata.txt to determine how the superseded data were derived.
 EO0475
 EO0475_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFU249429(NAD 83)
 EO0475_MARKER: DB = BENCH MARK DISK
 EO0475_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EO0475_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EO0475_STAMPING: J 110 1934
 EO0475_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EO0475+STABILITY: SURFACE MOTION
 EO0475
 EO0475  HISTORY     - Date     Condition        Report By
 EO0475  HISTORY     - 1934     MONUMENTED       CGS
 EO0475  HISTORY     - 1973     GOOD             USGS
 EO0475
 EO0475                          STATION DESCRIPTION
 EO0475
 EO0475'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 EO0475'13.1 MI SE FROM RAGLAND.
 EO0475'6.0 MI. E. ALONG STATE HWY. 18 FROM RAGLAND, QUAY CO., THENCE 7.1 MI.
 EO0475'S. ALONG STATE HWY. 88.  45 FT. E. OF THE CENTERLINE OF THE HWY., 40
 EO0475'FT. S. OF AN OLD FENCED-OFF E-W LANE, 2 FT. W. AND 1/2 FT. S. OF A
 EO0475'T-FENCE EAST.  A STANDARD DISK, STAMPED J 110 1934 AND SET IN THE TOP
 EO0475'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0253 ***********************************************************************
 EO0253  DESIGNATION -  J 111 RESET
 EO0253  PID         -  EO0253
 EO0253  STATE/COUNTY-  NM/CURRY
 EO0253  USGS QUAD   -  BROADVIEW (1987)
 EO0253
 EO0253                         *CURRENT SURVEY CONTROL
 EO0253  ___________________________________________________________________
 EO0253* NAD 83(1986)-  34 47 32.     (N)    103 12 51.     (W)     SCALED    
 EO0253* NAVD 88     -      1370.20   (meters)    4495.4    (feet)  RESET     
 EO0253  ___________________________________________________________________
 EO0253  GEOID HEIGHT-         -23.78  (meters)                     GEOID03
 EO0253
 EO0253  VERT ORDER  -  THIRD
 EO0253
 EO0253.The horizontal coordinates were scaled from a topographic map and have
 EO0253.an estimated accuracy of +/- 6 seconds.
 EO0253
 EO0253.The orthometric height was computed from unverified reset data.
 EO0253
 EO0253.The geoid height was determined by GEOID03.
 EO0253
 EO0253;                    North         East    Units  Estimated Accuracy
 EO0253;SPC NM E     -   421,100.      267,420.      MT  (+/- 180 meters Scaled)
 EO0253
 EO0253                          SUPERSEDED SURVEY CONTROL
 EO0253
 EO0253.No superseded survey control is available for this station.
 EO0253
 EO0253_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFU633514(NAD 83)
 EO0253_MARKER: DB = BENCH MARK DISK
 EO0253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EO0253_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EO0253_STAMPING: J 111 RESET 1957
 EO0253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EO0253+STABILITY: SURFACE MOTION
 EO0253
 EO0253  HISTORY     - Date     Condition        Report By
 EO0253  HISTORY     - 1957     MONUMENTED       NMHD
 EO0253
 EO0253                          STATION DESCRIPTION
 EO0253
 EO0253'DESCRIBED BY NM HIGHWAY DEPT 1957
 EO0253'1.9 MI S FROM BROADVIEW.
 EO0253'1.9 MILES SOUTH ALONG STATE HIGHWAY 18 FROM THE POST OFFICE AT
 EO0253'BROADVIEW, AT A ROAD INTERSECTION 73 FEET WEST OF THE CENTERLINE OF
 EO0253'THE NEW HIGHWAY, 27 FEET SOUTH OF THE CENTERLINE OF THE EAST-WEST
 EO0253'SECTION ROAD, 2 FEET NORTHEAST OF A FENCE CORNER, AND SET IN THE TOP
 EO0253'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0636 ***********************************************************************
 FM0636  DESIGNATION -  J 112
 FM0636  PID         -  FM0636
 FM0636  STATE/COUNTY-  NM/QUAY
 FM0636  USGS QUAD   -  BEDFORD HILL (1982)
 FM0636
 FM0636                         *CURRENT SURVEY CONTROL
 FM0636  ___________________________________________________________________
 FM0636* NAD 83(1986)-  35 06 33.     (N)    103 22 41.     (W)     SCALED    
 FM0636* NAVD 88     -      1226.497  (meters)    4023.93   (feet)  ADJUSTED  
 FM0636  ___________________________________________________________________
 FM0636  GEOID HEIGHT-         -23.54  (meters)                     GEOID03
 FM0636  DYNAMIC HT  -        1224.978 (meters)    4018.95  (feet)  COMP
 FM0636  MODELED GRAV-     979,353.3   (mgal)                       NAVD 88
 FM0636
 FM0636  VERT ORDER  -  SECOND    CLASS 0
 FM0636
 FM0636.The horizontal coordinates were scaled from a topographic map and have
 FM0636.an estimated accuracy of +/- 6 seconds.
 FM0636
 FM0636.The orthometric height was determined by differential leveling
 FM0636.and adjusted by the National Geodetic Survey in June 1991..
 FM0636
 FM0636.The geoid height was determined by GEOID03.
 FM0636
 FM0636.The dynamic height is computed by dividing the NAVD 88
 FM0636.geopotential number by the normal gravity value computed on the
 FM0636.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0636.degrees latitude (g = 980.6199 gals.).
 FM0636
 FM0636.The modeled gravity was interpolated from observed gravity values.
 FM0636
 FM0636;                    North         East    Units  Estimated Accuracy
 FM0636;SPC NM E     -   456,110.      252,080.      MT  (+/- 180 meters Scaled)
 FM0636
 FM0636                          SUPERSEDED SURVEY CONTROL
 FM0636
 FM0636  NGVD 29 (??/??/92) 1225.912  (m)         4022.01   (f) ADJ UNCH    2 0
 FM0636
 FM0636.Superseded values are not recommended for survey control.
 FM0636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0636.See file dsdata.txt to determine how the superseded data were derived.
 FM0636
 FM0636_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFU478863(NAD 83)
 FM0636_MARKER: DB = BENCH MARK DISK
 FM0636_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0636_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0636_STAMPING: J-112 1934
 FM0636_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0636+STABILITY: SURFACE MOTION
 FM0636
 FM0636  HISTORY     - Date     Condition        Report By
 FM0636  HISTORY     - 1934     MONUMENTED       CGS
 FM0636
 FM0636                          STATION DESCRIPTION
 FM0636
 FM0636'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FM0636'2.7 MI W FROM SAN JON.
 FM0636'2.7 MILES WEST OF ROCK ISLAND RR DEPOT AT SAN JON 15 FEET NORTHEAST OF
 FM0636'MILE POST 853.  2 FEET NORTH OF RIGHT-OF-WAY FENCE LINE.  52 FEET
 FM0636'NORTH OF CENTERLINE OF ROCK ISLAND RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0067 ***********************************************************************
 DT0067  DESIGNATION -  J 123
 DT0067  PID         -  DT0067
 DT0067  STATE/COUNTY-  NM/CATRON
 DT0067  USGS QUAD   -  WALL LAKE (1967)
 DT0067
 DT0067                         *CURRENT SURVEY CONTROL
 DT0067  ___________________________________________________________________
 DT0067* NAD 83(1986)-  33 21 34.     (N)    108 04 32.     (W)     SCALED    
 DT0067* NAVD 88     -      2023.976  (meters)    6640.33   (feet)  ADJUSTED  
 DT0067  ___________________________________________________________________
 DT0067  GEOID HEIGHT-         -22.56  (meters)                     GEOID03
 DT0067  DYNAMIC HT  -        2020.746 (meters)    6629.73  (feet)  COMP
 DT0067  MODELED GRAV-     978,969.2   (mgal)                       NAVD 88
 DT0067
 DT0067  VERT ORDER  -  SECOND    CLASS 0
 DT0067
 DT0067.The horizontal coordinates were scaled from a topographic map and have
 DT0067.an estimated accuracy of +/- 6 seconds.
 DT0067
 DT0067.The orthometric height was determined by differential leveling
 DT0067.and adjusted by the National Geodetic Survey in June 1991..
 DT0067
 DT0067.The geoid height was determined by GEOID03.
 DT0067
 DT0067.The dynamic height is computed by dividing the NAVD 88
 DT0067.geopotential number by the normal gravity value computed on the
 DT0067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0067.degrees latitude (g = 980.6199 gals.).
 DT0067
 DT0067.The modeled gravity was interpolated from observed gravity values.
 DT0067
 DT0067;                    North         East    Units  Estimated Accuracy
 DT0067;SPC NM W     -   261,640.      807,460.      MT  (+/- 180 meters Scaled)
 DT0067
 DT0067                          SUPERSEDED SURVEY CONTROL
 DT0067
 DT0067  NGVD 29 (??/??/92) 2023.060  (m)         6637.32   (f) ADJ UNCH    2 0
 DT0067
 DT0067.Superseded values are not recommended for survey control.
 DT0067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0067.See file dsdata.txt to determine how the superseded data were derived.
 DT0067
 DT0067_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYB721949(NAD 83)
 DT0067_MARKER: DB = BENCH MARK DISK
 DT0067_SETTING: 80 = SET IN A BOULDER
 DT0067_SP_SET: BOULDER
 DT0067_STAMPING: J-123 1934
 DT0067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DT0067+STABILITY: SURFACE MOTION
 DT0067
 DT0067  HISTORY     - Date     Condition        Report By
 DT0067  HISTORY     - 1934     MONUMENTED       CGS
 DT0067
 DT0067                          STATION DESCRIPTION
 DT0067
 DT0067'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DT0067'8.6 MI S FROM BEAVERHEAD RANGER STA.
 DT0067'0.4 MI. N.W. OF ROAD THAT LEADS TO TOM JONES RANCH, 74 FT. N.W. OF THE
 DT0067'CENTER LINE OF SHARP ANGLE IN ROAD, AND SET IN A GRANITE BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0074 ***********************************************************************
 CY0074  DESIGNATION -  J 126
 CY0074  PID         -  CY0074
 CY0074  STATE/COUNTY-  NM/GRANT
 CY0074  USGS QUAD   -  SILVER CITY (1992)
 CY0074
 CY0074                         *CURRENT SURVEY CONTROL
 CY0074  ___________________________________________________________________
 CY0074* NAD 83(1986)-  32 45 22.     (N)    108 16 50.     (W)     SCALED    
 CY0074* NAVD 88     -      1832.76   (+/-2cm)    6013.0    (feet)  VERTCON   
 CY0074  ___________________________________________________________________
 CY0074  GEOID HEIGHT-         -23.87  (meters)                     GEOID03
 CY0074
 CY0074  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CY0074
 CY0074.The horizontal coordinates were scaled from a topographic map and have
 CY0074.an estimated accuracy of +/- 6 seconds.
 CY0074
 CY0074.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0074.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0074.The vertical order pertains to the NGVD 29 superseded value.
 CY0074
 CY0074.The geoid height was determined by GEOID03.
 CY0074
 CY0074;                    North         East    Units  Estimated Accuracy
 CY0074;SPC NM W     -   194,800.      788,090.      MT  (+/- 180 meters Scaled)
 CY0074
 CY0074                          SUPERSEDED SURVEY CONTROL
 CY0074
 CY0074  NGVD 29 (??/??/92) 1831.856  (m)         6010.01   (f) ADJ UNCH    2 0
 CY0074
 CY0074.Superseded values are not recommended for survey control.
 CY0074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0074.See file dsdata.txt to determine how the superseded data were derived.
 CY0074
 CY0074_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYB547275(NAD 83)
 CY0074_MARKER: DB = BENCH MARK DISK
 CY0074_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0074_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0074_STAMPING: J 126 1934
 CY0074_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0074+STABILITY: SURFACE MOTION
 CY0074
 CY0074  HISTORY     - Date     Condition        Report By
 CY0074  HISTORY     - 1934     MONUMENTED       CGS
 CY0074  HISTORY     - 1953     GOOD             NGS
 CY0074  HISTORY     - 1980     MARK NOT FOUND   NGS
 CY0074
 CY0074                          STATION DESCRIPTION
 CY0074
 CY0074'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CY0074'1.0 MI SW FROM SILVER CITY.
 CY0074'1.0 MILE SOUTHWEST ALONG NEW MEXICO STATE HIGHWAY 180 FROM THE POST
 CY0074'OFFICE AT SILVER CITY, 47 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 CY0074'7.0 FEET SOUTHEAST OF THE SOUTHWEST CORNER OF A CEMETERY, 3.0 FEET
 CY0074'WEST OF A WITNESS POST, ABOUT 2 FEET LOWER THAN THE HIGHWAY, AND SET
 CY0074'IN THE TOP OF A CONCRETE POST PROJECTING 0.9 FOOT ABOVE THE GROUND.
 CY0074
 CY0074                          STATION RECOVERY (1980)
 CY0074
 CY0074'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CY0074'NOTE=THE ROAD HAS BEEN WIDENED AND FILLED IN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1158 ***********************************************************************
 CX1158  DESIGNATION -  J 127
 CX1158  PID         -  CX1158
 CX1158  STATE/COUNTY-  NM/SIERRA
 CX1158  USGS QUAD   -  HILLSBORO (1985)
 CX1158
 CX1158                         *CURRENT SURVEY CONTROL
 CX1158  ___________________________________________________________________
 CX1158* NAD 83(1986)-  32 55 12.     (N)    107 37 31.     (W)     SCALED    
 CX1158* NAVD 88     -      1695.080  (meters)    5561.27   (feet)  ADJUSTED  
 CX1158  ___________________________________________________________________
 CX1158  GEOID HEIGHT-         -23.06  (meters)                     GEOID03
 CX1158  DYNAMIC HT  -        1692.480 (meters)    5552.74  (feet)  COMP
 CX1158  MODELED GRAV-     979,044.3   (mgal)                       NAVD 88
 CX1158
 CX1158  VERT ORDER  -  SECOND    CLASS 0
 CX1158
 CX1158.The horizontal coordinates were scaled from a topographic map and have
 CX1158.an estimated accuracy of +/- 6 seconds.
 CX1158
 CX1158.The orthometric height was determined by differential leveling
 CX1158.and adjusted by the National Geodetic Survey in June 1991..
 CX1158
 CX1158.The geoid height was determined by GEOID03.
 CX1158
 CX1158.The dynamic height is computed by dividing the NAVD 88
 CX1158.geopotential number by the normal gravity value computed on the
 CX1158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX1158.degrees latitude (g = 980.6199 gals.).
 CX1158
 CX1158.The modeled gravity was interpolated from observed gravity values.
 CX1158
 CX1158;                    North         East    Units  Estimated Accuracy
 CX1158;SPC NM W     -   212,900.      849,460.      MT  (+/- 180 meters Scaled)
 CX1158
 CX1158                          SUPERSEDED SURVEY CONTROL
 CX1158
 CX1158  NGVD 29 (??/??/92) 1694.298  (m)         5558.71   (f) ADJ UNCH    2 0
 CX1158
 CX1158.Superseded values are not recommended for survey control.
 CX1158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1158.See file dsdata.txt to determine how the superseded data were derived.
 CX1158
 CX1158_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBS545454(NAD 83)
 CX1158_MARKER: DB = BENCH MARK DISK
 CX1158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX1158_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CX1158_STAMPING: J 127 1934
 CX1158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX1158+STABILITY: SURFACE MOTION
 CX1158
 CX1158  HISTORY     - Date     Condition        Report By
 CX1158  HISTORY     - 1934     MONUMENTED       CGS
 CX1158  HISTORY     - 1953     GOOD             NGS
 CX1158
 CX1158                          STATION DESCRIPTION
 CX1158
 CX1158'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CX1158'3.5 MI W FROM HILLSBORO.
 CX1158'3.5 MILES WEST ALONG NEW MEXICO STATE HIGHWAY 180 FROM THE POST OFFICE
 CX1158'AT HILLSBORO, 75 YARDS EAST OF A SHINGLED RANCH HOUSE LOCATED ON A
 CX1158'KNOLL, 50 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 4.5 FEET
 CX1158'NORTHWEST OF A FENCE CORNER POST, 2.0 FEET WEST OF A TELEPHONE POLE,
 CX1158'2.0 FEET NORTH OF A FENCE, 0.6 FOOT NORTH OF A REFERENCE POST, AND SET
 CX1158'IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 CX1158'NOTE-- THIS BENCH MARK IS 5.2 MILES EAST OF THE BLACK MT. LODGE HOTEL
 CX1158'AT KINGSTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0044 ***********************************************************************
 DT0044  DESIGNATION -  J 128
 DT0044  PID         -  DT0044
 DT0044  STATE/COUNTY-  NM/CATRON
 DT0044  USGS QUAD   -  PITCHFORK CANYON (1963)
 DT0044
 DT0044                         *CURRENT SURVEY CONTROL
 DT0044  ___________________________________________________________________
 DT0044* NAD 83(1986)-  33 35 18.     (N)    108 28 35.     (W)     SCALED    
 DT0044* NAVD 88     -      2416.211  (meters)    7927.19   (feet)  ADJUSTED  
 DT0044  ___________________________________________________________________
 DT0044  GEOID HEIGHT-         -22.43  (meters)                     GEOID03
 DT0044  DYNAMIC HT  -        2412.196 (meters)    7914.01  (feet)  COMP
 DT0044  MODELED GRAV-     978,888.0   (mgal)                       NAVD 88
 DT0044
 DT0044  VERT ORDER  -  SECOND    CLASS 0
 DT0044
 DT0044.The horizontal coordinates were scaled from a topographic map and have
 DT0044.an estimated accuracy of +/- 6 seconds.
 DT0044
 DT0044.The orthometric height was determined by differential leveling
 DT0044.and adjusted by the National Geodetic Survey in June 1991..
 DT0044
 DT0044.The geoid height was determined by GEOID03.
 DT0044
 DT0044.The dynamic height is computed by dividing the NAVD 88
 DT0044.geopotential number by the normal gravity value computed on the
 DT0044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0044.degrees latitude (g = 980.6199 gals.).
 DT0044
 DT0044.The modeled gravity was interpolated from observed gravity values.
 DT0044
 DT0044;                    North         East    Units  Estimated Accuracy
 DT0044;SPC NM W     -   287,190.      770,310.      MT  (+/- 180 meters Scaled)
 DT0044
 DT0044                          SUPERSEDED SURVEY CONTROL
 DT0044
 DT0044  NGVD 29 (??/??/92) 2415.112  (m)         7923.58   (f) ADJ UNCH    2 0
 DT0044
 DT0044.Superseded values are not recommended for survey control.
 DT0044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0044.See file dsdata.txt to determine how the superseded data were derived.
 DT0044
 DT0044_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYC341193(NAD 83)
 DT0044_MARKER: DB = BENCH MARK DISK
 DT0044_SETTING: 80 = SET IN A BOULDER
 DT0044_SP_SET: BOULDER
 DT0044_STAMPING: J-128 1934
 DT0044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DT0044+STABILITY: SURFACE MOTION
 DT0044
 DT0044  HISTORY     - Date     Condition        Report By
 DT0044  HISTORY     - 1934     MONUMENTED       CGS
 DT0044  HISTORY     - 1963     MARK NOT FOUND   USGS
 DT0044
 DT0044                          STATION DESCRIPTION
 DT0044
 DT0044'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DT0044'28.8 MI NW FROM BEAVERHEAD R STA.
 DT0044'28.8 MI. NW OF BEAVERHEAD RANGER STATION.  WHERE ROAD PASSES THROUGH
 DT0044'THE O-O CANYON, 45 FT. N.W. OF THE CENTERLINE OF THE ROAD, 12 FT. N.W.
 DT0044'OF THE CENTER LINE OF A SMALL WASH, AND SET IN A LARGE BOULDER ON THE
 DT0044'N. SIDE OF THE CANYON, ABOUT 4 FT. ABOVE THE SURFACE OF THE ROAD.
 DT0044
 DT0044                          STATION RECOVERY (1963)
 DT0044
 DT0044'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 DT0044'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0194 ***********************************************************************
 CY0194  DESIGNATION -  J 129
 CY0194  PID         -  CY0194
 CY0194  STATE/COUNTY-  NM/HIDALGO
 CY0194  USGS QUAD   -  SUMMIT (1964)
 CY0194
 CY0194                         *CURRENT SURVEY CONTROL
 CY0194  ___________________________________________________________________
 CY0194* NAD 83(1986)-  32 25 48.     (N)    108 53 45.     (W)     SCALED    
 CY0194* NAVD 88     -      1281.27   (+/-2cm)    4203.6    (feet)  VERTCON   
 CY0194  ___________________________________________________________________
 CY0194  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 CY0194
 CY0194  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CY0194
 CY0194.The horizontal coordinates were scaled from a topographic map and have
 CY0194.an estimated accuracy of +/- 6 seconds.
 CY0194
 CY0194.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0194.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0194.The vertical order pertains to the NGVD 29 superseded value.
 CY0194
 CY0194.The geoid height was determined by GEOID03.
 CY0194
 CY0194;                    North         East    Units  Estimated Accuracy
 CY0194;SPC NM W     -   159,050.      730,080.      MT  (+/- 180 meters Scaled)
 CY0194
 CY0194                          SUPERSEDED SURVEY CONTROL
 CY0194
 CY0194  NGVD 29 (??/??/92) 1280.533  (m)         4201.22   (f) ADJ UNCH    2 0
 CY0194
 CY0194.Superseded values are not recommended for survey control.
 CY0194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0194.See file dsdata.txt to determine how the superseded data were derived.
 CY0194
 CY0194_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA978900(NAD 83)
 CY0194_MARKER: DB = BENCH MARK DISK
 CY0194_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0194_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0194_STAMPING: J-129 1934
 CY0194_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0194+STABILITY: SURFACE MOTION
 CY0194
 CY0194  HISTORY     - Date     Condition        Report By
 CY0194  HISTORY     - 1934     MONUMENTED       CGS
 CY0194
 CY0194                          STATION DESCRIPTION
 CY0194
 CY0194'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CY0194'12.6 MI NW FROM LORDSBURG.
 CY0194'12.6 MI. N.W. ALONG A. AND N.M. RY.  2-3/4 POLES S.E. OF MI. POLE
 CY0194'1159, 85 FT. N.E. OF TELEPHONE LINE, AND 35 FT. N.E. OF THE CENTER
 CY0194'LINE OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0644 ***********************************************************************
 FM0644  DESIGNATION -  J 13
 FM0644  PID         -  FM0644
 FM0644  STATE/COUNTY-  NM/QUAY
 FM0644  USGS QUAD   -  LIBERTY MESA (1967)
 FM0644
 FM0644                         *CURRENT SURVEY CONTROL
 FM0644  ___________________________________________________________________
 FM0644* NAD 83(1986)-  35 09 03.     (N)    103 47 20.     (W)     SCALED    
 FM0644* NAVD 88     -      1253.508  (meters)    4112.55   (feet)  ADJUSTED  
 FM0644  ___________________________________________________________________
 FM0644  GEOID HEIGHT-         -23.21  (meters)                     GEOID03
 FM0644  DYNAMIC HT  -        1251.937 (meters)    4107.40  (feet)  COMP
 FM0644  MODELED GRAV-     979,338.0   (mgal)                       NAVD 88
 FM0644
 FM0644  VERT ORDER  -  FIRST     CLASS II
 FM0644
 FM0644.The horizontal coordinates were scaled from a topographic map and have
 FM0644.an estimated accuracy of +/- 6 seconds.
 FM0644
 FM0644.The orthometric height was determined by differential leveling
 FM0644.and adjusted by the National Geodetic Survey in June 1991..
 FM0644
 FM0644.The geoid height was determined by GEOID03.
 FM0644
 FM0644.The dynamic height is computed by dividing the NAVD 88
 FM0644.geopotential number by the normal gravity value computed on the
 FM0644.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0644.degrees latitude (g = 980.6199 gals.).
 FM0644
 FM0644.The modeled gravity was interpolated from observed gravity values.
 FM0644
 FM0644;                    North         East    Units  Estimated Accuracy
 FM0644;SPC NM E     -   460,450.      214,610.      MT  (+/- 180 meters Scaled)
 FM0644
 FM0644                          SUPERSEDED SURVEY CONTROL
 FM0644
 FM0644.No superseded survey control is available for this station.
 FM0644
 FM0644_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFU103904(NAD 83)
 FM0644_MARKER: DB = BENCH MARK DISK
 FM0644_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FM0644_SP_SET: ABUTMENT
 FM0644_STAMPING: J 13 1927
 FM0644_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FM0644
 FM0644  HISTORY     - Date     Condition        Report By
 FM0644  HISTORY     - 1927     MONUMENTED       CGS
 FM0644  HISTORY     - 1934     MARK NOT FOUND   NGS
 FM0644
 FM0644                          STATION DESCRIPTION
 FM0644
 FM0644'DESCRIBED BY COAST AND GEODETIC SURVEY 1927
 FM0644'4.0 MI SW FROM TUCUMCARI.
 FM0644'AT WEST END OF S.P. RY. BRIDGE 1623.27 OVER BLUE WATER CREEK.  7 FT.
 FM0644'SOUTH OF CENTERLINE OF TRACK IN CONCRETE ABUTMENT AND 2 FT. EAST OF
 FM0644'WEST END OF ABUTMENT.
 FM0644
 FM0644                          STATION RECOVERY (1934)
 FM0644
 FM0644'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 FM0644'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0206 ***********************************************************************
 CY0206  DESIGNATION -  J 130
 CY0206  PID         -  CY0206
 CY0206  STATE/COUNTY-  NM/HIDALGO
 CY0206  USGS QUAD   -  LORDSBURG (1980)
 CY0206
 CY0206                         *CURRENT SURVEY CONTROL
 CY0206  ___________________________________________________________________
 CY0206* NAD 83(1986)-  32 16 53.     (N)    108 38 47.     (W)     SCALED    
 CY0206* NAVD 88     -      1297.09   (+/-2cm)    4255.5    (feet)  VERTCON   
 CY0206  ___________________________________________________________________
 CY0206  GEOID HEIGHT-         -25.44  (meters)                     GEOID03
 CY0206
 CY0206  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CY0206
 CY0206.The horizontal coordinates were scaled from a topographic map and have
 CY0206.an estimated accuracy of +/- 6 seconds.
 CY0206
 CY0206.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0206.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0206.The vertical order pertains to the NGVD 29 superseded value.
 CY0206
 CY0206.The geoid height was determined by GEOID03.
 CY0206
 CY0206;                    North         East    Units  Estimated Accuracy
 CY0206;SPC NM W     -   142,360.      753,410.      MT  (+/- 180 meters Scaled)
 CY0206
 CY0206                          SUPERSEDED SURVEY CONTROL
 CY0206
 CY0206  NGVD 29 (??/??/92) 1296.362  (m)         4253.15   (f) ADJ UNCH    2 0
 CY0206
 CY0206.Superseded values are not recommended for survey control.
 CY0206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0206.See file dsdata.txt to determine how the superseded data were derived.
 CY0206
 CY0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYA216740(NAD 83)
 CY0206_MARKER: DB = BENCH MARK DISK
 CY0206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0206_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0206_STAMPING: J 130 1934
 CY0206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0206+STABILITY: SURFACE MOTION
 CY0206
 CY0206  HISTORY     - Date     Condition        Report By
 CY0206  HISTORY     - 1934     MONUMENTED       CGS
 CY0206  HISTORY     - 1953     GOOD             NGS
 CY0206
 CY0206                          STATION DESCRIPTION
 CY0206
 CY0206'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CY0206'6.9 MI SE FROM LORDSBURG.
 CY0206'0.15 MILE EAST ALONG U. S. HIGHWAY 80 FROM THE SOUTHERN PACIFIC
 CY0206'RAILWAY STATION AT LORDSBURG, THENCE 0.6 MILE SOUTH ALONG AN ASPHALT
 CY0206'ROAD, THENCE 6.15 MILES SOUTHEAST ALONG A TRAIL ROAD AND ABANDONED
 CY0206'RAILROAD GRADE, 115 FEET NORTHEAST OF THE CENTER LINE OF THE ABANDONED
 CY0206'RAILROAD GRADE, 39 FEET NORTHEAST OF THE CENTER LINE OF THE TRAIL
 CY0206'ROAD, 3.0 FEET NORTHWEST OF A WITNESS POST, AND SET IN THE TOP OF A
 CY0206'CONCRETE POST PROJECTING 0.9 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0228 ***********************************************************************
 CY0228  DESIGNATION -  J 131
 CY0228  PID         -  CY0228
 CY0228  STATE/COUNTY-  NM/HIDALGO
 CY0228  USGS QUAD   -  COTTON CITY (1980)
 CY0228
 CY0228                         *CURRENT SURVEY CONTROL
 CY0228  ___________________________________________________________________
 CY0228* NAD 83(1986)-  32 05 57.     (N)    108 57 42.     (W)     SCALED    
 CY0228* NAVD 88     -      1359.84   (+/-2cm)    4461.4    (feet)  VERTCON   
 CY0228  ___________________________________________________________________
 CY0228  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 CY0228
 CY0228  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CY0228
 CY0228.The horizontal coordinates were scaled from a topographic map and have
 CY0228.an estimated accuracy of +/- 6 seconds.
 CY0228
 CY0228.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0228.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0228.The vertical order pertains to the NGVD 29 superseded value.
 CY0228
 CY0228.The geoid height was determined by GEOID03.
 CY0228
 CY0228;                    North         East    Units  Estimated Accuracy
 CY0228;SPC NM W     -   122,420.      723,500.      MT  (+/- 180 meters Scaled)
 CY0228
 CY0228                          SUPERSEDED SURVEY CONTROL
 CY0228
 CY0228  NGVD 29 (??/??/92) 1359.058  (m)         4458.84   (f) ADJ UNCH    2 0
 CY0228
 CY0228.Superseded values are not recommended for survey control.
 CY0228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0228.See file dsdata.txt to determine how the superseded data were derived.
 CY0228
 CY0228_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA923532(NAD 83)
 CY0228_MARKER: DB = BENCH MARK DISK
 CY0228_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0228_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0228_STAMPING: J 131 1934
 CY0228_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0228+STABILITY: SURFACE MOTION
 CY0228
 CY0228  HISTORY     - Date     Condition        Report By
 CY0228  HISTORY     - 1934     MONUMENTED       CGS
 CY0228  HISTORY     - 1953     GOOD             NGS
 CY0228
 CY0228                          STATION DESCRIPTION
 CY0228
 CY0228'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CY0228'12.45 MI S FROM STEINS.
 CY0228'0.3 MILE SOUTHEAST ALONG A GRAVELED ROAD FROM THE SOUTHERN PACIFIC
 CY0228'RAILWAY STATION AT STEINS, THENCE 2.3 MILES EAST ALONG NEW MEXICO
 CY0228'STATE HIGHWAY 14, THENCE 9.85 MILES SOUTH ALONG U. S. HIGHWAY 80. 115
 CY0228'YARDS (PACED) SOUTHWEST OF THE CREST OF A SMALL HILL, 48 FEET
 CY0228'NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 3.0 FEET SOUTHWEST OF A
 CY0228'WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A
 CY0228'CONCRETE POST PROJECTING 0.8 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CF0009 ***********************************************************************
 CF0009  DESIGNATION -  J 132
 CF0009  PID         -  CF0009
 CF0009  STATE/COUNTY-  NM/GRANT
 CF0009  USGS QUAD   -  PLAYAS PEAK (1982)
 CF0009
 CF0009                         *CURRENT SURVEY CONTROL
 CF0009  ___________________________________________________________________
 CF0009* NAD 83(1986)-  31 56 35.     (N)    108 23 11.     (W)     SCALED    
 CF0009* NAVD 88     -      1390.35   (+/-2cm)    4561.5    (feet)  VERTCON   
 CF0009  ___________________________________________________________________
 CF0009  GEOID HEIGHT-         -25.16  (meters)                     GEOID03
 CF0009
 CF0009  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CF0009
 CF0009.The horizontal coordinates were scaled from a topographic map and have
 CF0009.an estimated accuracy of +/- 6 seconds.
 CF0009
 CF0009.The NAVD 88 height was computed by applying the VERTCON shift value to
 CF0009.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CF0009.The vertical order pertains to the NGVD 29 superseded value.
 CF0009
 CF0009.The geoid height was determined by GEOID03.
 CF0009
 CF0009;                    North         East    Units  Estimated Accuracy
 CF0009;SPC NM W     -   104,690.      777,710.      MT  (+/- 180 meters Scaled)
 CF0009
 CF0009                          SUPERSEDED SURVEY CONTROL
 CF0009
 CF0009  NGVD 29 (??/??/92) 1389.575  (m)         4558.96   (f) ADJ UNCH    2 0
 CF0009
 CF0009.Superseded values are not recommended for survey control.
 CF0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0009.See file dsdata.txt to determine how the superseded data were derived.
 CF0009
 CF0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RYA470371(NAD 83)
 CF0009_MARKER: DB = BENCH MARK DISK
 CF0009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CF0009_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CF0009_STAMPING: J-132 1934
 CF0009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CF0009+STABILITY: SURFACE MOTION
 CF0009
 CF0009  HISTORY     - Date     Condition        Report By
 CF0009  HISTORY     - 1934     MONUMENTED       CGS
 CF0009  HISTORY     - 1935     GOOD             NGS
 CF0009  HISTORY     - 1981     GOOD             USGS
 CF0009
 CF0009                          STATION DESCRIPTION
 CF0009
 CF0009'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 CF0009'4.4 MI W FROM HACHITA.
 CF0009'4.4 MI. W. OF DEPOT ALONG THE S.P.R.R., 0.5 MI. N.W. OF MINERO, 40 FT.
 CF0009'S.W. OF MI. POLE NO. 1202, 88 FT. S.W. OF THE CENTER LINE OF TRACK, 40
 CF0009'FT. S.W. OF THE TELEPHONE LINE, AND 2 FT. N.E. OF THE FENCE LINE.
 CF0009
 CF0009                          STATION RECOVERY (1981)
 CF0009
 CF0009'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 CF0009'4.2 MI. W ALONG THE OLD SOUTHERN PACIFIC RAILROAD GRADE FROM THE INT.
 CF0009'OF STATE HIGHWAYS 9 & 81 N IN HACHITA, ABOUT 800 FT. SE OF THE W 1/4
 CF0009'CORNER OF SEC. 21, T 27 S, R 15 W, 88 FT. SW OF THE CENTERLINE OF THE
 CF0009'GRADE, 1 FT. NE OF THE OLD ROW FENCE, SET IN TOP OF A CONCRETE POST,
 CF0009'A STANDARD TABLET STAMPED J 132 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0317 ***********************************************************************
 CE0317  DESIGNATION -  J 133
 CE0317  PID         -  CE0317
 CE0317  STATE/COUNTY-  NM/LUNA
 CE0317  USGS QUAD   -  COLUMBUS (1965)
 CE0317
 CE0317                         *CURRENT SURVEY CONTROL
 CE0317  ___________________________________________________________________
 CE0317* NAD 83(1986)-  31 50 33.     (N)    107 38 38.     (W)     SCALED    
 CE0317* NAVD 88     -      1252.565  (meters)    4109.46   (feet)  ADJUSTED  
 CE0317  ___________________________________________________________________
 CE0317  GEOID HEIGHT-         -24.84  (meters)                     GEOID03
 CE0317  DYNAMIC HT  -        1250.659 (meters)    4103.20  (feet)  COMP
 CE0317  MODELED GRAV-     979,074.9   (mgal)                       NAVD 88
 CE0317
 CE0317  VERT ORDER  -  SECOND    CLASS 0
 CE0317
 CE0317.The horizontal coordinates were scaled from a topographic map and have
 CE0317.an estimated accuracy of +/- 6 seconds.
 CE0317
 CE0317.The orthometric height was determined by differential leveling
 CE0317.and adjusted by the National Geodetic Survey in June 1991..
 CE0317
 CE0317.The geoid height was determined by GEOID03.
 CE0317
 CE0317.The dynamic height is computed by dividing the NAVD 88
 CE0317.geopotential number by the normal gravity value computed on the
 CE0317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0317.degrees latitude (g = 980.6199 gals.).
 CE0317
 CE0317.The modeled gravity was interpolated from observed gravity values.
 CE0317
 CE0317;                    North         East    Units  Estimated Accuracy
 CE0317;SPC NM W     -    93,420.      847,930.      MT  (+/- 180 meters Scaled)
 CE0317
 CE0317                          SUPERSEDED SURVEY CONTROL
 CE0317
 CE0317  NGVD 29 (??/??/92) 1251.966  (m)         4107.49   (f) ADJ UNCH    2 0
 CE0317
 CE0317.Superseded values are not recommended for survey control.
 CE0317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0317.See file dsdata.txt to determine how the superseded data were derived.
 CE0317
 CE0317_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RBR498260(NAD 83)
 CE0317_MARKER: DB = BENCH MARK DISK
 CE0317_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CE0317_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CE0317_STAMPING: J 133 1934
 CE0317_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CE0317+STABILITY: SURFACE MOTION
 CE0317
 CE0317  HISTORY     - Date     Condition        Report By
 CE0317  HISTORY     - 1934     MONUMENTED       CGS
 CE0317  HISTORY     - 1953     GOOD             NGS
 CE0317
 CE0317                          STATION DESCRIPTION
 CE0317
 CE0317'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CE0317'1.0 MI N FROM COLUMBUS.
 CE0317'1.0 MILE NORTH ALONG NEW MEXICO STATE HIGHWAY 11 FROM THE SOUTHERN
 CE0317'PACIFIC RAILWAY STATION AT COLUMBUS, AT AN ENTRANCE TO A PRIVATE
 CE0317'DRIVE, 52 FEET NORTH OF A POWER POLE BEARING A TRANSFORMER, 48.5 FEET
 CE0317'EAST OF THE CENTER LINE OF THE HIGHWAY, 38 FEET EAST OF THE EAST END
 CE0317'OF A STEEL CATTLE GUARD, 13.0 FEET EAST OF THE EAST RIGHT-OF-WAY
 CE0317'FENCE, 3.0 FEET EAST OF A ROW OF POLES, 1.5 FEET SOUTH OF A REFERENCE
 CE0317'POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE
 CE0317'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1099 ***********************************************************************
 CX1099  DESIGNATION -  J 134
 CX1099  PID         -  CX1099
 CX1099  STATE/COUNTY-  NM/LUNA
 CX1099  USGS QUAD   -  CARNE (1965)
 CX1099
 CX1099                         *CURRENT SURVEY CONTROL
 CX1099  ___________________________________________________________________
 CX1099* NAD 83(1986)-  32 16 21.     (N)    107 30 29.     (W)     SCALED    
 CX1099* NAVD 88     -      1271.212  (meters)    4170.63   (feet)  ADJUSTED  
 CX1099  ___________________________________________________________________
 CX1099  GEOID HEIGHT-         -24.37  (meters)                     GEOID03
 CX1099  DYNAMIC HT  -        1269.316 (meters)    4164.41  (feet)  COMP
 CX1099  MODELED GRAV-     979,103.4   (mgal)                       NAVD 88
 CX1099
 CX1099  VERT ORDER  -  SECOND    CLASS 0
 CX1099
 CX1099.The horizontal coordinates were scaled from a topographic map and have
 CX1099.an estimated accuracy of +/- 6 seconds.
 CX1099
 CX1099.The orthometric height was determined by differential leveling
 CX1099.and adjusted by the National Geodetic Survey in June 1991..
 CX1099
 CX1099.The geoid height was determined by GEOID03.
 CX1099
 CX1099.The dynamic height is computed by dividing the NAVD 88
 CX1099.geopotential number by the normal gravity value computed on the
 CX1099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX1099.degrees latitude (g = 980.6199 gals.).
 CX1099
 CX1099.The modeled gravity was interpolated from observed gravity values.
 CX1099
 CX1099;                    North         East    Units  Estimated Accuracy
 CX1099;SPC NM W     -   141,130.      860,640.      MT  (+/- 180 meters Scaled)
 CX1099
 CX1099                          SUPERSEDED SURVEY CONTROL
 CX1099
 CX1099  NGVD 29 (??/??/92) 1270.591  (m)         4168.60   (f) ADJ UNCH    2 0
 CX1099
 CX1099.Superseded values are not recommended for survey control.
 CX1099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1099.See file dsdata.txt to determine how the superseded data were derived.
 CX1099
 CX1099_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBR637734(NAD 83)
 CX1099_MARKER: DB = BENCH MARK DISK
 CX1099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX1099_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CX1099_STAMPING: J 134 1934
 CX1099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX1099+STABILITY: SURFACE MOTION
 CX1099
 CX1099  HISTORY     - Date     Condition        Report By
 CX1099  HISTORY     - 1934     MONUMENTED       CGS
 CX1099  HISTORY     - 1953     GOOD             NGS
 CX1099  HISTORY     - 1965     MARK NOT FOUND   USGS
 CX1099
 CX1099                          STATION DESCRIPTION
 CX1099
 CX1099'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CX1099'11.3 MI W FROM CAMBRAY.
 CX1099'11.3 MILES WEST ALONG THE SOUTHERN PACIFIC RAILWAY FROM THE STATION AT
 CX1099'CAMBRAY, 7 3/4 POLES WEST OF MILEPOST 1223, 96 FEET NORTH OF THE
 CX1099'NORTH RAIL OF THE TRACK, 91.2 FEET NORTHEAST OF A TELEPHONE POLE, 2.6
 CX1099'FEET SOUTH OF THE NORTH RIGHT-OF- WAY FENCE, 1.0 FOOT NORTH OF A
 CX1099'REFERENCE POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6
 CX1099'FOOT ABOVE THE GROUND.
 CX1099
 CX1099                          STATION RECOVERY (1965)
 CX1099
 CX1099'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 CX1099'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0071 ***********************************************************************
 EQ0071  DESIGNATION -  J 135
 EQ0071  PID         -  EQ0071
 EQ0071  STATE/COUNTY-  NM/BERNALILLO
 EQ0071  USGS QUAD   -  CHILILI (1991)
 EQ0071
 EQ0071                         *CURRENT SURVEY CONTROL
 EQ0071  ___________________________________________________________________
 EQ0071* NAD 83(1986)-  34 53 10.     (N)    106 13 34.     (W)     SCALED    
 EQ0071* NAVD 88     -      2083.442  (meters)    6835.43   (feet)  ADJUSTED  
 EQ0071  ___________________________________________________________________
 EQ0071  GEOID HEIGHT-         -19.45  (meters)                     GEOID03
 EQ0071  DYNAMIC HT  -        2080.477 (meters)    6825.70  (feet)  COMP
 EQ0071  MODELED GRAV-     979,136.0   (mgal)                       NAVD 88
 EQ0071
 EQ0071  VERT ORDER  -  SECOND    CLASS 0
 EQ0071
 EQ0071.The horizontal coordinates were scaled from a topographic map and have
 EQ0071.an estimated accuracy of +/- 6 seconds.
 EQ0071
 EQ0071.The orthometric height was determined by differential leveling
 EQ0071.and adjusted by the National Geodetic Survey in June 1991..
 EQ0071
 EQ0071.The geoid height was determined by GEOID03.
 EQ0071
 EQ0071.The dynamic height is computed by dividing the NAVD 88
 EQ0071.geopotential number by the normal gravity value computed on the
 EQ0071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0071.degrees latitude (g = 980.6199 gals.).
 EQ0071
 EQ0071.The modeled gravity was interpolated from observed gravity values.
 EQ0071
 EQ0071;                    North         East    Units  Estimated Accuracy
 EQ0071;SPC NM C     -   430,940.      502,180.      MT  (+/- 180 meters Scaled)
 EQ0071
 EQ0071                          SUPERSEDED SURVEY CONTROL
 EQ0071
 EQ0071  NGVD 29 (??/??/92) 2082.568  (m)         6832.56   (f) ADJ UNCH    2 0
 EQ0071
 EQ0071.Superseded values are not recommended for survey control.
 EQ0071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0071.See file dsdata.txt to determine how the superseded data were derived.
 EQ0071
 EQ0071_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU879610(NAD 83)
 EQ0071_MARKER: DB = BENCH MARK DISK
 EQ0071_SETTING: 66 = SET IN ROCK OUTCROP
 EQ0071_SP_SET: LIMESTONE
 EQ0071_STAMPING: J 135 1935
 EQ0071_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EQ0071+STABILITY: POSITION/ELEVATION WELL
 EQ0071
 EQ0071  HISTORY     - Date     Condition        Report By
 EQ0071  HISTORY     - 1935     MONUMENTED       CGS
 EQ0071  HISTORY     - 1954     GOOD             USGS
 EQ0071
 EQ0071                          STATION DESCRIPTION
 EQ0071
 EQ0071'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 EQ0071'0.6 MI SE FROM CHILILI.
 EQ0071'ABOUT 0.6 MILES SE ALONG STATE HIGHWAY 10 FROM A CHURCH AT CHILILI,
 EQ0071'BERNALILLO COUNTY, AT THE TOP OF A HILL, 39 FEET NE OF THE CENTER LINE
 EQ0071'OF THE HIGHWAY AT ABOUT THE MIDDLE OF A LONG CURVE (CURVING SE TO S),
 EQ0071'ABOUT 580 FEET (STADIA) NW OF A DIRT ROAD LEADING EAST, SET IN FLAT
 EQ0071'LIMESTONE FLUSH WITH GROUND, A USFS STANDARD DISK STAMPED J 135 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0510 ***********************************************************************
 FO0510  DESIGNATION -  J 137
 FO0510  PID         -  FO0510
 FO0510  STATE/COUNTY-  NM/SANDOVAL
 FO0510  USGS QUAD   -  RANCHO DEL CHAPARRAL (1970)
 FO0510
 FO0510                         *CURRENT SURVEY CONTROL
 FO0510  ___________________________________________________________________
 FO0510* NAD 83(1986)-  35 58 50.     (N)    106 47 09.     (W)     SCALED    
 FO0510* NAVD 88     -      2497.946  (meters)    8195.34   (feet)  ADJUSTED  
 FO0510  ___________________________________________________________________
 FO0510  GEOID HEIGHT-         -18.51  (meters)                     GEOID03
 FO0510  DYNAMIC HT  -        2494.399 (meters)    8183.71  (feet)  COMP
 FO0510  MODELED GRAV-     979,121.5   (mgal)                       NAVD 88
 FO0510
 FO0510  VERT ORDER  -  SECOND    CLASS 0
 FO0510
 FO0510.The horizontal coordinates were scaled from a topographic map and have
 FO0510.an estimated accuracy of +/- 6 seconds.
 FO0510
 FO0510.The orthometric height was determined by differential leveling
 FO0510.and adjusted by the National Geodetic Survey in June 1991..
 FO0510
 FO0510.The geoid height was determined by GEOID03.
 FO0510
 FO0510.The dynamic height is computed by dividing the NAVD 88
 FO0510.geopotential number by the normal gravity value computed on the
 FO0510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0510.degrees latitude (g = 980.6199 gals.).
 FO0510
 FO0510.The modeled gravity was interpolated from observed gravity values.
 FO0510
 FO0510;                    North         East    Units  Estimated Accuracy
 FO0510;SPC NM C     -   552,490.      451,680.      MT  (+/- 180 meters Scaled)
 FO0510
 FO0510                          SUPERSEDED SURVEY CONTROL
 FO0510
 FO0510  NGVD 29 (??/??/92) 2496.870  (m)         8191.81   (f) ADJ UNCH    2 0
 FO0510
 FO0510.Superseded values are not recommended for survey control.
 FO0510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0510.See file dsdata.txt to determine how the superseded data were derived.
 FO0510
 FO0510_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV389832(NAD 83)
 FO0510_MARKER: DB = BENCH MARK DISK
 FO0510_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FO0510_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FO0510_STAMPING: J 137 1934
 FO0510_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO0510+STABILITY: SURFACE MOTION
 FO0510
 FO0510  HISTORY     - Date     Condition        Report By
 FO0510  HISTORY     - 1934     MONUMENTED       CGS
 FO0510  HISTORY     - 1941     GOOD             NGS
 FO0510
 FO0510                          STATION DESCRIPTION
 FO0510
 FO0510'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 FO0510'15.15 MI SE FROM CUBA.
 FO0510'TO REACH BENCH MARK FROM THE POST OFFICE AT CUBA, GO 4.80 MILES
 FO0510'SOUTHEASTERLY ALONG STATE HIGHWAY NO. 126 TO THE INTERSECTION OF STATE
 FO0510'HIGHWAY NO. 126 AND ROAD LEADING TO SAN PABLO.  THENCE, TURN EAST, GO
 FO0510'10.35 MILES SOUTHEASTERLY TO SITE OF BENCH MARK.  BENCH MARK IS IN A
 FO0510'CLEARING, APPROXIMATELY 300.0 FEET EAST OF THE SUMMIT OF A SMALL HILL.
 FO0510'90.0 FEET EAST OF A DIP. 84.0 FEET NORTH OF THE INTERSECTION OF STATE
 FO0510'HIGHWAY NO. 126 AND ROAD LEADING TO RIO LAS VACAS CABIN. 42.0 FEET
 FO0510'NORTH OF AND APPROXIMATELY 2.0 FEET ABOVE THE CENTERLINE OF THE ROAD.
 FO0510'3.0 FEET EAST OF A WHITE 4 X 4 INCH WOODEN MARKER POST. PROJECTING 6.0
 FO0510'IN. ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0442 ***********************************************************************
 GM0442  DESIGNATION -  J 138
 GM0442  PID         -  GM0442
 GM0442  STATE/COUNTY-  NM/RIO ARRIBA
 GM0442  USGS QUAD   -  TRUCHAS (1995)
 GM0442
 GM0442                         *CURRENT SURVEY CONTROL
 GM0442  ___________________________________________________________________
 GM0442* NAD 83(1986)-  36 03 23.     (N)    105 48 06.     (W)     SCALED    
 GM0442* NAVD 88     -      2474.150  (meters)    8117.27   (feet)  ADJUSTED  
 GM0442  ___________________________________________________________________
 GM0442  GEOID HEIGHT-         -17.46  (meters)                     GEOID03
 GM0442  DYNAMIC HT  -        2470.617 (meters)    8105.68  (feet)  COMP
 GM0442  MODELED GRAV-     979,114.9   (mgal)                       NAVD 88
 GM0442
 GM0442  VERT ORDER  -  SECOND    CLASS 0
 GM0442
 GM0442.The horizontal coordinates were scaled from a topographic map and have
 GM0442.an estimated accuracy of +/- 6 seconds.
 GM0442
 GM0442.The orthometric height was determined by differential leveling
 GM0442.and adjusted by the National Geodetic Survey in June 1991..
 GM0442
 GM0442.The geoid height was determined by GEOID03.
 GM0442
 GM0442.The dynamic height is computed by dividing the NAVD 88
 GM0442.geopotential number by the normal gravity value computed on the
 GM0442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GM0442.degrees latitude (g = 980.6199 gals.).
 GM0442
 GM0442.The modeled gravity was interpolated from observed gravity values.
 GM0442
 GM0442;                    North         East    Units  Estimated Accuracy
 GM0442;SPC NM C     -   560,860.      540,390.      MT  (+/- 180 meters Scaled)
 GM0442
 GM0442                          SUPERSEDED SURVEY CONTROL
 GM0442
 GM0442  NGVD 29 (??/??/92) 2472.982  (m)         8113.44   (f) ADJ UNCH    2 0
 GM0442
 GM0442.Superseded values are not recommended for survey control.
 GM0442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0442.See file dsdata.txt to determine how the superseded data were derived.
 GM0442
 GM0442_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV277905(NAD 83)
 GM0442_MARKER: DB = BENCH MARK DISK
 GM0442_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GM0442_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GM0442_STAMPING: J 138 1934
 GM0442_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GM0442+STABILITY: SURFACE MOTION
 GM0442
 GM0442  HISTORY     - Date     Condition        Report By
 GM0442  HISTORY     - 1934     MONUMENTED       CGS
 GM0442  HISTORY     - 1940     GOOD             NGS
 GM0442
 GM0442                          STATION DESCRIPTION
 GM0442
 GM0442'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 GM0442'1.3 MI N FROM TRUCHAS.
 GM0442'TO REACH FROM TRUCHAS, PROCEED NORTHWARD INTO AND ACROSS TRUCHAS
 GM0442'CANYON AND UP LONG STEEP GRADE ON ROAD TOWARDS LAS TRAMPAS, GO 1.3
 GM0442'MILES.  BENCH MARK IS ON TOP OF A LONG STEEP GRADE ON THE NORTHWEST
 GM0442'SIDE OF TRUCHAS CANYON.  21 FEET WEST OF CENTER LINE OF THE ROAD. 2.0
 GM0442'FEET SOUTH OF A 4 X 4 INCH WHITE WOODEN POST PROJECTING 2.0 FEET.
 GM0442'MONUMENT PROJECTS 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0030 ***********************************************************************
 GN0030  DESIGNATION -  J 139
 GN0030  PID         -  GN0030
 GN0030  STATE/COUNTY-  NM/RIO ARRIBA
 GN0030  USGS QUAD   -  BURNED MOUNTAIN (1995)
 GN0030
 GN0030                         *CURRENT SURVEY CONTROL
 GN0030  ___________________________________________________________________
 GN0030* NAD 83(1986)-  36 43 52.     (N)    106 08 57.     (W)     SCALED    
 GN0030* NAVD 88     -      2708.814  (meters)    8887.17   (feet)  ADJUSTED  
 GN0030  ___________________________________________________________________
 GN0030  GEOID HEIGHT-         -16.48  (meters)                     GEOID03
 GN0030  DYNAMIC HT  -        2704.963 (meters)    8874.53  (feet)  COMP
 GN0030  MODELED GRAV-     979,110.7   (mgal)                       NAVD 88
 GN0030
 GN0030  VERT ORDER  -  SECOND    CLASS 0
 GN0030
 GN0030.The horizontal coordinates were scaled from a topographic map and have
 GN0030.an estimated accuracy of +/- 6 seconds.
 GN0030
 GN0030.The orthometric height was determined by differential leveling
 GN0030.and adjusted by the National Geodetic Survey in June 1991..
 GN0030
 GN0030.The geoid height was determined by GEOID03.
 GN0030
 GN0030.The dynamic height is computed by dividing the NAVD 88
 GN0030.geopotential number by the normal gravity value computed on the
 GN0030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GN0030.degrees latitude (g = 980.6199 gals.).
 GN0030
 GN0030.The modeled gravity was interpolated from observed gravity values.
 GN0030
 GN0030;                    North         East    Units  Estimated Accuracy
 GN0030;SPC NM C     -   635,640.      509,010.      MT  (+/- 180 meters Scaled)
 GN0030
 GN0030                          SUPERSEDED SURVEY CONTROL
 GN0030
 GN0030  NGVD 29 (??/??/92) 2707.451  (m)         8882.70   (f) ADJ UNCH    2 0
 GN0030
 GN0030.Superseded values are not recommended for survey control.
 GN0030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0030.See file dsdata.txt to determine how the superseded data were derived.
 GN0030
 GN0030_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCA973656(NAD 83)
 GN0030_MARKER: DD = SURVEY DISK
 GN0030_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 GN0030_STAMPING: J 139 1935
 GN0030_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GN0030
 GN0030  HISTORY     - Date     Condition        Report By
 GN0030  HISTORY     - 1935     MONUMENTED       USFS
 GN0030  HISTORY     - 1940     GOOD             NGS
 GN0030
 GN0030                          STATION DESCRIPTION
 GN0030
 GN0030'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 GN0030'23.3 MI NW FROM NO AGUA.
 GN0030'23.3 MILES NORTHWEST OF RAILROAD STATION IN NO AGUA TO REACH FROM THE
 GN0030'DENVER AND RIO GRANDE WESTERN RAILROAD STATION IN NO AGUA, PROCEED
 GN0030'NORTH ON STATE HIGHWAY NO. 74, GO 3.6 MILES.  TURN LEFT (WEST) ONTO
 GN0030'ROAD LEADING TO SAN ANTONE RANGER STATION, GO 10.2 MILES.  TURN LEFT
 GN0030'(SOUTH) ONTO ROAD LEADING TO TUSAS CREEK, GO 9.5 MILES.  BENCH MARK IS
 GN0030'ON THE SIDE OF A HILL.  ON THE INSIDE OF A CURVE AT POINT WHERE ROAD
 GN0030'STARTS DOWN GRADE.  85 FEET NORTH OF CENTER LINE OF THE ROAD. SET
 GN0030'FLUSH AND HORIZONTALLY IN ROCK WHICH PROJECTS 0.6 FOOT ABOVE THE
 GN0030'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0669 ***********************************************************************
 FM0669  DESIGNATION -  J 14
 FM0669  PID         -  FM0669
 FM0669  STATE/COUNTY-  NM/SAN MIGUEL
 FM0669  USGS QUAD   -  MEDINA MESA (1968)
 FM0669
 FM0669                         *CURRENT SURVEY CONTROL
 FM0669  ___________________________________________________________________
 FM0669* NAD 83(1986)-  35 27 36.     (N)    103 46 08.     (W)     SCALED    
 FM0669* NAVD 88     -      1307.443  (meters)    4289.50   (feet)  ADJUSTED  
 FM0669  ___________________________________________________________________
 FM0669  GEOID HEIGHT-         -22.52  (meters)                     GEOID03
 FM0669  DYNAMIC HT  -        1305.834 (meters)    4284.22  (feet)  COMP
 FM0669  MODELED GRAV-     979,357.7   (mgal)                       NAVD 88
 FM0669
 FM0669  VERT ORDER  -  THIRD
 FM0669
 FM0669.The horizontal coordinates were scaled from a topographic map and have
 FM0669.an estimated accuracy of +/- 6 seconds.
 FM0669
 FM0669.The orthometric height was determined by differential leveling
 FM0669.and adjusted by the National Geodetic Survey in June 1991..
 FM0669
 FM0669.The geoid height was determined by GEOID03.
 FM0669
 FM0669.The dynamic height is computed by dividing the NAVD 88
 FM0669.geopotential number by the normal gravity value computed on the
 FM0669.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0669.degrees latitude (g = 980.6199 gals.).
 FM0669
 FM0669.The modeled gravity was interpolated from observed gravity values.
 FM0669
 FM0669;                    North         East    Units  Estimated Accuracy
 FM0669;SPC NM E     -   494,760.      216,230.      MT  (+/- 180 meters Scaled)
 FM0669
 FM0669                          SUPERSEDED SURVEY CONTROL
 FM0669
 FM0669  NGVD 29 (??/??/92) 1306.831  (m)         4287.49   (f) ADJ UNCH    3 0
 FM0669
 FM0669.Superseded values are not recommended for survey control.
 FM0669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0669.See file dsdata.txt to determine how the superseded data were derived.
 FM0669
 FM0669_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFV117247(NAD 83)
 FM0669_MARKER: DB = BENCH MARK DISK
 FM0669_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0669_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0669_STAMPING: J-14 1927
 FM0669_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0669+STABILITY: SURFACE MOTION
 FM0669
 FM0669  HISTORY     - Date     Condition        Report By
 FM0669  HISTORY     - 1927     MONUMENTED       CGS
 FM0669  HISTORY     - 1968     GOOD             USGS
 FM0669
 FM0669                          STATION DESCRIPTION
 FM0669
 FM0669'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 FM0669'25.1 MI NW FROM LOGAN.
 FM0669'LOGAN, JUNCTION OF US HWY 54 AND STATE HWY 39.  NORTH ALONG STATE HWY
 FM0669'39 FOR 2.5 MILES.  THENCE WEST ALONG GRADED GRAVELED ROAD FOR 16.4
 FM0669'MILES TO Y-ROAD FORK.  THENCE LEFT, WEST, ALONG GRADED ROAD FOR 4.8
 FM0669'MILES TO REVERSED Y-ROAD FORK.  THENCE NORTH ALONG TRACK ROAD FOR 1.0
 FM0669'MILES TO WINDMILL.  THENCE WEST ACROSS COUNTRY 0.4 MILES TO SE POINT
 FM0669'OF MESA, ABOUT 10 FT NORTH OF OLD, DIM ROAD.  A STANDARD DISK SET IN
 FM0669'TOP OF A CONCRETE POST PROJECTING 0.3 FT. AND STAMPED J-14 1927.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0767 ***********************************************************************
 FO0767  DESIGNATION -  J 140
 FO0767  PID         -  FO0767
 FO0767  STATE/COUNTY-  NM/MCKINLEY
 FO0767  USGS QUAD   -  SAN MATEO (1995)
 FO0767
 FO0767                         *CURRENT SURVEY CONTROL
 FO0767  ___________________________________________________________________
 FO0767* NAD 83(1986)-  35 21 03.     (N)    107 44 43.     (W)     SCALED    
 FO0767* NAVD 88     -      2110.974  (meters)    6925.75   (feet)  ADJUSTED  
 FO0767  ___________________________________________________________________
 FO0767  GEOID HEIGHT-         -20.28  (meters)                     GEOID03
 FO0767  DYNAMIC HT  -        2107.938 (meters)    6915.79  (feet)  COMP
 FO0767  MODELED GRAV-     979,120.2   (mgal)                       NAVD 88
 FO0767
 FO0767  VERT ORDER  -  SECOND    CLASS 0
 FO0767
 FO0767.The horizontal coordinates were scaled from a topographic map and have
 FO0767.an estimated accuracy of +/- 6 seconds.
 FO0767
 FO0767.The orthometric height was determined by differential leveling
 FO0767.and adjusted by the National Geodetic Survey in June 1991..
 FO0767
 FO0767.The geoid height was determined by GEOID03.
 FO0767
 FO0767.The dynamic height is computed by dividing the NAVD 88
 FO0767.geopotential number by the normal gravity value computed on the
 FO0767.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0767.degrees latitude (g = 980.6199 gals.).
 FO0767
 FO0767.The modeled gravity was interpolated from observed gravity values.
 FO0767
 FO0767;                    North         East    Units  Estimated Accuracy
 FO0767;SPC NM W     -   482,510.      838,000.      MT  (+/- 180 meters Scaled)
 FO0767
 FO0767                          SUPERSEDED SURVEY CONTROL
 FO0767
 FO0767  NGVD 29 (??/??/92) 2109.860  (m)         6922.10   (f) ADJ UNCH    2 0
 FO0767
 FO0767.Superseded values are not recommended for survey control.
 FO0767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0767.See file dsdata.txt to determine how the superseded data were derived.
 FO0767
 FO0767_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBV505154(NAD 83)
 FO0767_MARKER: DD = SURVEY DISK
 FO0767_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FO0767_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FO0767_STAMPING: J 140 1935
 FO0767_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO0767+STABILITY: SURFACE MOTION
 FO0767
 FO0767  HISTORY     - Date     Condition        Report By
 FO0767  HISTORY     - 1935     MONUMENTED       USFS
 FO0767  HISTORY     - 1963     GOOD             USGS
 FO0767
 FO0767                          STATION DESCRIPTION
 FO0767
 FO0767'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 FO0767'5.5 MI W FROM SAN MATEO.
 FO0767'5.5 MILES W. ALONG STATE HIGHWAY 53 FROM POST OFFICE AT SAN MATEO,
 FO0767'VALENCIA COUNTY.  ABOUT 1224 FEET EAST OF T-ROAD SOUTH TO INACTIVE
 FO0767'MINE.  105 FEET NORTH OF THE CENTER LINE OF HIHGWAY.  27.8 FEET NORTH
 FO0767'OF RIGHT-OF-WAY FENCE.  A UNITED STATES FOREST SERVICE STANDARD DISK,
 FO0767'STAMPED J-140 1935 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 FO0767'0.3 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0674 ***********************************************************************
 FO0674  DESIGNATION -  J 141
 FO0674  PID         -  FO0674
 FO0674  STATE/COUNTY-  NM/CIBOLA
 FO0674  USGS QUAD   -  LAGUNA (1971)
 FO0674
 FO0674                         *CURRENT SURVEY CONTROL
 FO0674  ___________________________________________________________________
 FO0674* NAD 83(1986)-  35 04 13.     (N)    107 26 32.     (W)     SCALED    
 FO0674* NAVD 88     -      1843.103  (meters)    6046.91   (feet)  ADJUSTED  
 FO0674  ___________________________________________________________________
 FO0674  GEOID HEIGHT-         -20.78  (meters)                     GEOID03
 FO0674  DYNAMIC HT  -        1840.505 (meters)    6038.39  (feet)  COMP
 FO0674  MODELED GRAV-     979,159.9   (mgal)                       NAVD 88
 FO0674
 FO0674  VERT ORDER  -  SECOND    CLASS 0
 FO0674
 FO0674.The horizontal coordinates were scaled from a topographic map and have
 FO0674.an estimated accuracy of +/- 6 seconds.
 FO0674
 FO0674.The orthometric height was determined by differential leveling
 FO0674.and adjusted by the National Geodetic Survey in June 1991..
 FO0674
 FO0674.The geoid height was determined by GEOID03.
 FO0674
 FO0674.The dynamic height is computed by dividing the NAVD 88
 FO0674.geopotential number by the normal gravity value computed on the
 FO0674.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0674.degrees latitude (g = 980.6199 gals.).
 FO0674
 FO0674.The modeled gravity was interpolated from observed gravity values.
 FO0674
 FO0674;                    North         East    Units  Estimated Accuracy
 FO0674;SPC NM W     -   451,450.      865,670.      MT  (+/- 180 meters Scaled)
 FO0674
 FO0674                          SUPERSEDED SURVEY CONTROL
 FO0674
 FO0674  NGVD 29 (??/??/92) 1842.068  (m)         6043.52   (f) ADJ UNCH    2 0
 FO0674
 FO0674.Superseded values are not recommended for survey control.
 FO0674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0674.See file dsdata.txt to determine how the superseded data were derived.
 FO0674
 FO0674_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBU773835(NAD 83)
 FO0674_MARKER: DD = SURVEY DISK
 FO0674_SETTING: 80 = SET IN A BOULDER
 FO0674_STAMPING: J 141 1935
 FO0674_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO0674+STABILITY: SURFACE MOTION
 FO0674
 FO0674  HISTORY     - Date     Condition        Report By
 FO0674  HISTORY     - 1935     MONUMENTED       USFS
 FO0674  HISTORY     - 1941     GOOD             NGS
 FO0674
 FO0674                          STATION DESCRIPTION
 FO0674
 FO0674'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 FO0674'3.2 MI NW FROM NEW LAGUNA.
 FO0674'TO REACH FROM THE ATCHISON TOPEKA AND SANTA FE RAILROAD STATION AT NEW
 FO0674'LAGUNA-- GO 0.9 MILE NORTHWEST ALONG COUNTY ROAD TO THE INTERSECTION
 FO0674'OF U.S. HIGHWAY NO. 66.  THENCE, GO 0.7 MILES WESTERLY ALONG U.S.
 FO0674'HIGHWAY NO. 66 TO THE INTERSECTION OF ROAD TO ENCINAL-- THENCE, GO 1.7
 FO0674'MILES NORTHERLY ALONG THE ROAD TO ENCINAL TO THE SITE OF BENCH MARK.
 FO0674'BENCH MARK IS 3.5 MILES SOUTH OF CATHOLIC CHURCH AT ENCINAL. BENCH
 FO0674'MARK IS ON A KNOLL MADE BY THE ROAD CUTTING THROUGH A RIDGE, ABOUT
 FO0674'0.45 MILE SOUTH OF WOODEN BRIDGE OVER LARGE WASH AND ABOUT 135.0 FEET
 FO0674'SOUTH OF POINT WHERE ROAD STARTS INTO CUT AT TOP OF RIDGE. IT IS 41.0
 FO0674'FEET WEST OF AND ABOUT 12.0 FEET ABOVE THE CENTER LINE OF THE ROAD.
 FO0674'6.0 FEET EAST OF SMALL CEDAR TREE, SET HORIZONTALLY IN WHITE SANDSTONE
 FO0674'BOULDER ABOUT 8.0 FEET LONG 3.0 FEET WIDE AND PROJECTING 2.0 FEET. A
 FO0674'STANDARD FOREST SERVICE DISK SET IN DRILL HOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0753 ***********************************************************************
 CX0753  DESIGNATION -  J 142
 CX0753  PID         -  CX0753
 CX0753  STATE/COUNTY-  NM/DONA ANA
 CX0753  USGS QUAD   -  AFTON (1978)
 CX0753
 CX0753                         *CURRENT SURVEY CONTROL
 CX0753  ___________________________________________________________________
 CX0753* NAD 83(1986)-  32 03 58.     (N)    106 55 58.     (W)     SCALED    
 CX0753* NAVD 88     -      1282.360  (meters)    4207.21   (feet)  ADJUSTED  
 CX0753  ___________________________________________________________________
 CX0753  GEOID HEIGHT-         -24.18  (meters)                     GEOID03
 CX0753  DYNAMIC HT  -        1280.419 (meters)    4200.84  (feet)  COMP
 CX0753  MODELED GRAV-     979,080.9   (mgal)                       NAVD 88
 CX0753
 CX0753  VERT ORDER  -  SECOND    CLASS 0
 CX0753
 CX0753.The horizontal coordinates were scaled from a topographic map and have
 CX0753.an estimated accuracy of +/- 6 seconds.
 CX0753
 CX0753.The orthometric height was determined by differential leveling
 CX0753.and adjusted by the National Geodetic Survey in June 1991..
 CX0753
 CX0753.The geoid height was determined by GEOID03.
 CX0753
 CX0753.The dynamic height is computed by dividing the NAVD 88
 CX0753.geopotential number by the normal gravity value computed on the
 CX0753.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0753.degrees latitude (g = 980.6199 gals.).
 CX0753
 CX0753.The modeled gravity was interpolated from observed gravity values.
 CX0753
 CX0753;                    North         East    Units  Estimated Accuracy
 CX0753;SPC NM C     -   118,400.      435,530.      MT  (+/- 180 meters Scaled)
 CX0753
 CX0753                          SUPERSEDED SURVEY CONTROL
 CX0753
 CX0753  NGVD 29 (??/??/92) 1281.765  (m)         4205.26   (f) ADJ UNCH    2 0
 CX0753
 CX0753.Superseded values are not recommended for survey control.
 CX0753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0753.See file dsdata.txt to determine how the superseded data were derived.
 CX0753
 CX0753_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR175493(NAD 83)
 CX0753_MARKER: DB = BENCH MARK DISK
 CX0753_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX0753_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CX0753_STAMPING: J 142 1934
 CX0753_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX0753+STABILITY: SURFACE MOTION
 CX0753
 CX0753  HISTORY     - Date     Condition        Report By
 CX0753  HISTORY     - 1934     MONUMENTED       NMGS
 CX0753  HISTORY     - 1953     GOOD             NGS
 CX0753
 CX0753                          STATION DESCRIPTION
 CX0753
 CX0753'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CX0753'5.55 MI E FROM KENZIN.
 CX0753'5.55 MILES EAST ALONG THE SOUTHERN PACIFIC RAILWAY FROM THE STATION AT
 CX0753'KENZIN, 1.0 MILE EAST OF THE OLD STATION SITE AT AFTON, 1 POLE EAST OF
 CX0753'THE EAST END OF AFTON SIDING, 1 POLE EAST OF SEMAPHORE 12599, 95 FEET
 CX0753'SOUTH OF THE SOUTH RAIL OF THE TRACK, 38 FEET SOUTH OF MILEPOST 1260,
 CX0753'17 FEET NORTH OF THE CENTER LINE OF A TRAIL ROAD PARALLELING THE
 CX0753'TRACK, 2.2 FEET NORTH OF THE SOUTH RIGHT-OF-WAY FENCE, 1.0 FOOT SOUTH
 CX0753'OF A REFERENCE POST, AND SET IN THE TOP OF A CONCRETE POST WHICH IS
 CX0753'0.2 FOOT BELOW THE GROUND (DRIFTING SAND). NOTE-- THE MARK IS 84 FEET
 CX0753'NORTH OF CENTERLINE OF THE ROAD AND 2.1 FEET HIGHER IN ELEVATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0278 ***********************************************************************
 CE0278  DESIGNATION -  J 143
 CE0278  PID         -  CE0278
 CE0278  STATE/COUNTY-  NM/DONA ANA
 CE0278  USGS QUAD   -  NORIA (1985)
 CE0278
 CE0278                         *CURRENT SURVEY CONTROL
 CE0278  ___________________________________________________________________
 CE0278* NAD 83(1986)-  31 48 30.     (N)    106 49 47.     (W)     SCALED    
 CE0278* NAVD 88     -      1257.230  (meters)    4124.76   (feet)  ADJUSTED  
 CE0278  ___________________________________________________________________
 CE0278  GEOID HEIGHT-         -24.22  (meters)                     GEOID03
 CE0278  DYNAMIC HT  -        1255.325 (meters)    4118.51  (feet)  COMP
 CE0278  MODELED GRAV-     979,080.4   (mgal)                       NAVD 88
 CE0278
 CE0278  VERT ORDER  -  SECOND    CLASS 0
 CE0278
 CE0278.The horizontal coordinates were scaled from a topographic map and have
 CE0278.an estimated accuracy of +/- 6 seconds.
 CE0278
 CE0278.The orthometric height was determined by differential leveling
 CE0278.and adjusted by the National Geodetic Survey in June 1991..
 CE0278
 CE0278.The geoid height was determined by GEOID03.
 CE0278
 CE0278.The dynamic height is computed by dividing the NAVD 88
 CE0278.geopotential number by the normal gravity value computed on the
 CE0278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0278.degrees latitude (g = 980.6199 gals.).
 CE0278
 CE0278.The modeled gravity was interpolated from observed gravity values.
 CE0278
 CE0278;                    North         East    Units  Estimated Accuracy
 CE0278;SPC NM C     -    89,760.      445,110.      MT  (+/- 180 meters Scaled)
 CE0278
 CE0278                          SUPERSEDED SURVEY CONTROL
 CE0278
 CE0278  NGVD 29 (??/??/92) 1256.673  (m)         4122.93   (f) ADJ UNCH    2 0
 CE0278
 CE0278.Superseded values are not recommended for survey control.
 CE0278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0278.See file dsdata.txt to determine how the superseded data were derived.
 CE0278
 CE0278_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR268206(NAD 83)
 CE0278_MARKER: DB = BENCH MARK DISK
 CE0278_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CE0278_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CE0278_STAMPING: J 143 1935
 CE0278_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CE0278+STABILITY: SURFACE MOTION
 CE0278
 CE0278  HISTORY     - Date     Condition        Report By
 CE0278  HISTORY     - 1935     MONUMENTED       CGS
 CE0278  HISTORY     - 1976     GOOD             USGS
 CE0278
 CE0278                          STATION DESCRIPTION
 CE0278
 CE0278'DESCRIBED BY US GEOLOGICAL SURVEY 1976
 CE0278'15.15 MI W FROM EL PASO.
 CE0278'FROM JCT OF I-10 AND MESA ROAD AT NW EDGE OF EL PASO, TRAVEL W ON MESA
 CE0278'ROAD 3.0 MI TO HWY 273, THENCE N 1.0 MI TO JCT, THENCE W 3.5 MI TO RR,
 CE0278'THENCE NO. 9 MI TO JCT, THENCE W 11.2 MI TO NORIA, THENCE S 0.1 MI TO
 CE0278'ROAD ON OLD RR, THENCE E ON OLD RR 2.0 MI TO BM.  BM IS ABOUT 98 FT. N
 CE0278'OF ROAD, 2 FT. SOUTH OF FENCE, A STANDARD CAP SET IN A CONCRETE POST
 CE0278'AND STAMPED J 143 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0489 ***********************************************************************
 DR0489  DESIGNATION -  J 144
 DR0489  PID         -  DR0489
 DR0489  STATE/COUNTY-  NM/LINCOLN
 DR0489  USGS QUAD   -  ARROYO SERRANO WEST (1981)
 DR0489
 DR0489                         *CURRENT SURVEY CONTROL
 DR0489  ___________________________________________________________________
 DR0489* NAD 83(1986)-  33 41 38.     (N)    105 08 25.     (W)     SCALED    
 DR0489* NAVD 88     -      1526.662  (meters)    5008.72   (feet)  ADJUSTED  
 DR0489  ___________________________________________________________________
 DR0489  GEOID HEIGHT-         -21.76  (meters)                     GEOID03
 DR0489  DYNAMIC HT  -        1524.428 (meters)    5001.39  (feet)  COMP
 DR0489  MODELED GRAV-     979,120.1   (mgal)                       NAVD 88
 DR0489
 DR0489  VERT ORDER  -  SECOND    CLASS 0
 DR0489
 DR0489.The horizontal coordinates were scaled from a topographic map and have
 DR0489.an estimated accuracy of +/- 6 seconds.
 DR0489
 DR0489.The orthometric height was determined by differential leveling
 DR0489.and adjusted by the National Geodetic Survey in June 1991..
 DR0489
 DR0489.The geoid height was determined by GEOID03.
 DR0489
 DR0489.The dynamic height is computed by dividing the NAVD 88
 DR0489.geopotential number by the normal gravity value computed on the
 DR0489.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0489.degrees latitude (g = 980.6199 gals.).
 DR0489
 DR0489.The modeled gravity was interpolated from observed gravity values.
 DR0489
 DR0489;                    North         East    Units  Estimated Accuracy
 DR0489;SPC NM C     -   299,260.      602,880.      MT  (+/- 180 meters Scaled)
 DR0489
 DR0489                          SUPERSEDED SURVEY CONTROL
 DR0489
 DR0489  NGVD 29 (??/??/92) 1525.944  (m)         5006.37   (f) ADJ UNCH    2 0
 DR0489
 DR0489.Superseded values are not recommended for survey control.
 DR0489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0489.See file dsdata.txt to determine how the superseded data were derived.
 DR0489
 DR0489_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDT869282(NAD 83)
 DR0489_MARKER: DB = BENCH MARK DISK
 DR0489_SETTING: 0 = UNSPECIFIED SETTING
 DR0489_STAMPING: J-144 1935
 DR0489_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR0489
 DR0489  HISTORY     - Date     Condition        Report By
 DR0489  HISTORY     - 1935     MONUMENTED       CGS
 DR0489  HISTORY     - 1975     GOOD             USGS
 DR0489
 DR0489                          STATION DESCRIPTION
 DR0489
 DR0489'DESCRIBED BY US GEOLOGICAL SURVEY 1975
 DR0489'1.8 MI N FROM PURCELLA.
 DR0489'ABOUT 1.8 MILES N FROM THE INTERSECTION OF STATE HWY. 48 AND THE SMOOT
 DR0489'RANCH ROAD.  FROM THE INTERSECTION GO NE ALONG A RANCH ROAD ABOUT 0.7
 DR0489'MIL. TO A Y ROAD SW, TURN LEFT AND FOLLOW TRACK ROAD 0.4 MIL. TO A
 DR0489'ROAD FORK, TAKE THE RIGHT FORK 0.4 MIL. TO A FENCE AND GATE, GO
 DR0489'THROUGH THE GATE AND FOLLOW THE ROAD ANOTHER 0.3 MIL. TO THE BOTTOM OF
 DR0489'THE HILL, GO ON FOOT 0.2 MIL. TO A OPEN PASTURE AND THE MARK, ABOUT
 DR0489'0.1 MIL. E OF N-S DRAIN AND 750 FT. N OF SE COR. OF CLEARING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0148 ***********************************************************************
 EP0148  DESIGNATION -  J 145
 EP0148  PID         -  EP0148
 EP0148  STATE/COUNTY-  NM/LINCOLN
 EP0148  USGS QUAD   -  RAMON (1982)
 EP0148
 EP0148                         *CURRENT SURVEY CONTROL
 EP0148  ___________________________________________________________________
 EP0148* NAD 83(1986)-  34 09 08.     (N)    104 59 24.     (W)     SCALED    
 EP0148* NAVD 88     -      1571.891  (meters)    5157.11   (feet)  ADJUSTED  
 EP0148  ___________________________________________________________________
 EP0148  GEOID HEIGHT-         -22.39  (meters)                     GEOID03
 EP0148  DYNAMIC HT  -        1569.651 (meters)    5149.76  (feet)  COMP
 EP0148  MODELED GRAV-     979,156.0   (mgal)                       NAVD 88
 EP0148
 EP0148  VERT ORDER  -  SECOND    CLASS 0
 EP0148
 EP0148.The horizontal coordinates were scaled from a topographic map and have
 EP0148.an estimated accuracy of +/- 6 seconds.
 EP0148
 EP0148.The orthometric height was determined by differential leveling
 EP0148.and adjusted by the National Geodetic Survey in June 1991..
 EP0148
 EP0148.The geoid height was determined by GEOID03.
 EP0148
 EP0148.The dynamic height is computed by dividing the NAVD 88
 EP0148.geopotential number by the normal gravity value computed on the
 EP0148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EP0148.degrees latitude (g = 980.6199 gals.).
 EP0148
 EP0148.The modeled gravity was interpolated from observed gravity values.
 EP0148
 EP0148;                    North         East    Units  Estimated Accuracy
 EP0148;SPC NM C     -   350,260.      616,190.      MT  (+/- 180 meters Scaled)
 EP0148
 EP0148                          SUPERSEDED SURVEY CONTROL
 EP0148
 EP0148  NGVD 29 (??/??/92) 1571.137  (m)         5154.64   (f) ADJ UNCH    2 0
 EP0148
 EP0148.Superseded values are not recommended for survey control.
 EP0148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EP0148.See file dsdata.txt to determine how the superseded data were derived.
 EP0148
 EP0148_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SET009790(NAD 83)
 EP0148_MARKER: DB = BENCH MARK DISK
 EP0148_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EP0148_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EP0148_STAMPING: J 145 1935
 EP0148_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EP0148+STABILITY: SURFACE MOTION
 EP0148
 EP0148  HISTORY     - Date     Condition        Report By
 EP0148  HISTORY     - 1935     MONUMENTED       CGS
 EP0148  HISTORY     - 1966     GOOD             USGS
 EP0148
 EP0148                          STATION DESCRIPTION
 EP0148
 EP0148'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 EP0148'7.5 MI SW FROM RAMON.
 EP0148'RAMON, 8.4 MI. SE. OF ALONG U.S. HWY 285, THENCE 9.5 MI. WEST ALONG
 EP0148'STATE HWY. 42.  287 FT. ENE. OF THE C/L OF A CATTLEGUARD.  27 FT.
 EP0148'NORTH OF THE C/L RD.  A STANDARD DISK, STAMPED J 145 1935 AND SET IN
 EP0148'THE TOP OF A CONCRETE POST.  THE CONCRETE POST HAS BEEN CHIPPED, BUT A
 EP0148'4TH.  ORDER PLY-LEVEL LINE TYING TO E 195 1939 SHOWS THE ELEVATION TO
 EP0148'BE GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0190 ***********************************************************************
 DR0190  DESIGNATION -  J 146
 DR0190  PID         -  DR0190
 DR0190  STATE/COUNTY-  NM/CHAVES
 DR0190  USGS QUAD   -  BAR C BAR RANCH (1991)
 DR0190
 DR0190                         *CURRENT SURVEY CONTROL
 DR0190  ___________________________________________________________________
 DR0190* NAD 83(1986)-  33 10 18.     (N)    104 08 33.     (W)     SCALED    
 DR0190* NAVD 88     -      1075.685  (meters)    3529.14   (feet)  ADJUSTED  
 DR0190  ___________________________________________________________________
 DR0190  GEOID HEIGHT-         -22.94  (meters)                     GEOID03
 DR0190  DYNAMIC HT  -        1074.223 (meters)    3524.35  (feet)  COMP
 DR0190  MODELED GRAV-     979,241.6   (mgal)                       NAVD 88
 DR0190
 DR0190  VERT ORDER  -  SECOND    CLASS 0
 DR0190
 DR0190.The horizontal coordinates were scaled from a topographic map and have
 DR0190.an estimated accuracy of +/- 6 seconds.
 DR0190
 DR0190.The orthometric height was determined by differential leveling
 DR0190.and adjusted by the National Geodetic Survey in June 1991..
 DR0190
 DR0190.The geoid height was determined by GEOID03.
 DR0190
 DR0190.The dynamic height is computed by dividing the NAVD 88
 DR0190.geopotential number by the normal gravity value computed on the
 DR0190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0190.degrees latitude (g = 980.6199 gals.).
 DR0190
 DR0190.The modeled gravity was interpolated from observed gravity values.
 DR0190
 DR0190;                    North         East    Units  Estimated Accuracy
 DR0190;SPC NM E     -   240,810.      182,800.      MT  (+/- 180 meters Scaled)
 DR0190
 DR0190                          SUPERSEDED SURVEY CONTROL
 DR0190
 DR0190  NGVD 29 (??/??/92) 1075.234  (m)         3527.66   (f) ADJ UNCH    2 0
 DR0190
 DR0190.Superseded values are not recommended for survey control.
 DR0190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0190.See file dsdata.txt to determine how the superseded data were derived.
 DR0190
 DR0190_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES799706(NAD 83)
 DR0190_MARKER: DB = BENCH MARK DISK
 DR0190_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR0190_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DR0190_STAMPING: J 146 1935
 DR0190_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR0190+STABILITY: SURFACE MOTION
 DR0190
 DR0190  HISTORY     - Date     Condition        Report By
 DR0190  HISTORY     - 1935     MONUMENTED       CGS
 DR0190  HISTORY     - 1941     GOOD             NGS
 DR0190
 DR0190                          STATION DESCRIPTION
 DR0190
 DR0190'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 DR0190'15.3 MI NE FROM HAGERMAN.
 DR0190'TO REACH BENCH MARK FROM THE SCHOOL BUILDINGS IN HAGERMAN, PROCEED
 DR0190'EAST ON STATE HIGHWAY NO. 31, GO 7.5 MILES TO LONG ARROYO.  THENCE,
 DR0190'TURN LEFT (NORTH) ON ROAD PARALLELING THE ARROYO, GO 4.4 MILES TO
 DR0190'WINDMILL AND LARGE CONCRETE WATER TAN.  THENCE, CONTINUE ON PAST, GO
 DR0190'2.9 MILES TO A WIND MILL AND SOME SMALL RANCH BUILDINGS.  THENCE,
 DR0190'CONTINUE PAST WINDMILL, GO 0.5 MILE TO SITE OF BENCH MARK.  BENCH MARK
 DR0190'IS 0.3 MILES SOUTH OF A GATE IN FENCE ACROSS THE ROAD.  15 FEET EAST
 DR0190'OF AND ABOUT 1 FOOT ABOVE THE CENTER LINE OF THE ROAD ON THE EAST SIDE
 DR0190'OF THE ARROYO.  3 FEET NORTH OF A 4 X 4 INCH WOODEN MARKER POST. THE
 DR0190'MONUMENT PROJECTS 0.6 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0473 ***********************************************************************
 DQ0473  DESIGNATION -  J 147
 DQ0473  PID         -  DQ0473
 DQ0473  STATE/COUNTY-  NM/CHAVES
 DQ0473  USGS QUAD   -  MESCALERO POINT NE (1984)
 DQ0473
 DQ0473                         *CURRENT SURVEY CONTROL
 DQ0473  ___________________________________________________________________
 DQ0473* NAD 83(1992)-  33 23 14.83530(N)    103 46 14.27410(W)     ADJUSTED  
 DQ0473* NAVD 88     -      1366.380  (meters)    4482.87   (feet)  ADJUSTED  
 DQ0473  ___________________________________________________________________
 DQ0473  LAPLACE CORR-           2.68  (seconds)                    DEFLEC99
 DQ0473  GEOID HEIGHT-         -22.48  (meters)                     GEOID03
 DQ0473  DYNAMIC HT  -        1364.491 (meters)    4476.67  (feet)  COMP
 DQ0473  MODELED GRAV-     979,205.9   (mgal)                       NAVD 88
 DQ0473
 DQ0473  HORZ ORDER  -  SECOND
 DQ0473  VERT ORDER  -  SECOND    CLASS 0
 DQ0473
 DQ0473.The horizontal coordinates were established by classical geodetic methods
 DQ0473.and adjusted by the National Geodetic Survey in December 1993..
 DQ0473
 DQ0473.The orthometric height was determined by differential leveling
 DQ0473.and adjusted by the National Geodetic Survey in June 1991..
 DQ0473
 DQ0473.The Laplace correction was computed from DEFLEC99 derived deflections.
 DQ0473
 DQ0473.The geoid height was determined by GEOID03.
 DQ0473
 DQ0473.The dynamic height is computed by dividing the NAVD 88
 DQ0473.geopotential number by the normal gravity value computed on the
 DQ0473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0473.degrees latitude (g = 980.6199 gals.).
 DQ0473
 DQ0473.The modeled gravity was interpolated from observed gravity values.
 DQ0473
 DQ0473;                    North         East     Units Scale Factor Converg.
 DQ0473;SPC NM E     -   264,862.860   217,350.806   MT  0.99994287   +0 18 34.8
 DQ0473;SPC NM E     -   868,970.90    713,091.77   sFT  0.99994287   +0 18 34.8
 DQ0473;UTM  13      - 3,694,916.601   614,341.374   MT  0.99976119   +0 40 35.7
 DQ0473
 DQ0473!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ0473!SPC NM E     -   0.99978906  x   0.99994287  =   0.99973194
 DQ0473!UTM  13      -   0.99978906  x   0.99976119  =   0.99955030
 DQ0473
 DQ0473                          SUPERSEDED SURVEY CONTROL
 DQ0473
 DQ0473  NAD 83(1986)-  33 23 14.84015(N)    103 46 14.26728(W) AD(       ) 2
 DQ0473  NAD 27      -  33 23 14.45407(N)    103 46 12.42859(W) AD(       ) 2
 DQ0473  NGVD 29 (??/??/92) 1365.842  (m)         4481.10   (f) ADJ UNCH    2 0
 DQ0473
 DQ0473.Superseded values are not recommended for survey control.
 DQ0473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0473.See file dsdata.txt to determine how the superseded data were derived.
 DQ0473
 DQ0473_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFS1434194917(NAD 83)
 DQ0473_MARKER: DB = BENCH MARK DISK
 DQ0473_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0473_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DQ0473_STAMPING: J-147 1935
 DQ0473_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0473+STABILITY: SURFACE MOTION
 DQ0473
 DQ0473  HISTORY     - Date     Condition        Report By
 DQ0473  HISTORY     - 1935     MONUMENTED       CGS
 DQ0473  HISTORY     - 1947     GOOD             NGS
 DQ0473  HISTORY     - 1987     GOOD             AMOCO
 DQ0473
 DQ0473                          STATION DESCRIPTION
 DQ0473
 DQ0473'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DQ0473'4.9 MI SW FROM CAPROCK.
 DQ0473'3 MI W ALONG US HWY NO. 380 THENCE-- 1.9 MI S OF JUNCTION OF US HWY
 DQ0473'NO. 380 AND CAPROCK-MALJAMAR ROAD, ABOUT 400 YDS SW OF TWO WINDMILLS,
 DQ0473'AND 54 FEET SE OF THE CENTERLINE OF THE ROAD.
 DQ0473
 DQ0473                          STATION RECOVERY (1947)
 DQ0473
 DQ0473'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1947
 DQ0473'RECOVERED IN GOOD CONDITION.
 DQ0473
 DQ0473                          STATION RECOVERY (1987)
 DQ0473
 DQ0473'RECOVERY NOTE BY AMOCO OIL COMPANY 1987 (JLF)
 DQ0473'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0442 ***********************************************************************
 DQ0442  DESIGNATION -  J 148
 DQ0442  PID         -  DQ0442
 DQ0442  STATE/COUNTY-  NM/CHAVES
 DQ0442  USGS QUAD   -  CEDAR POINT (1984)
 DQ0442
 DQ0442                         *CURRENT SURVEY CONTROL
 DQ0442  ___________________________________________________________________
 DQ0442* NAD 83(1986)-  33 02 28.     (N)    103 55 59.     (W)     SCALED    
 DQ0442* NAVD 88     -      1209.844  (meters)    3969.30   (feet)  ADJUSTED  
 DQ0442  ___________________________________________________________________
 DQ0442  GEOID HEIGHT-         -22.43  (meters)                     GEOID03
 DQ0442  DYNAMIC HT  -        1208.180 (meters)    3963.84  (feet)  COMP
 DQ0442  MODELED GRAV-     979,220.1   (mgal)                       NAVD 88
 DQ0442
 DQ0442  VERT ORDER  -  SECOND    CLASS 0
 DQ0442
 DQ0442.The horizontal coordinates were scaled from a topographic map and have
 DQ0442.an estimated accuracy of +/- 6 seconds.
 DQ0442
 DQ0442.The orthometric height was determined by differential leveling
 DQ0442.and adjusted by the National Geodetic Survey in June 1991..
 DQ0442
 DQ0442.The geoid height was determined by GEOID03.
 DQ0442
 DQ0442.The dynamic height is computed by dividing the NAVD 88
 DQ0442.geopotential number by the normal gravity value computed on the
 DQ0442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0442.degrees latitude (g = 980.6199 gals.).
 DQ0442
 DQ0442.The modeled gravity was interpolated from observed gravity values.
 DQ0442
 DQ0442;                    North         East    Units  Estimated Accuracy
 DQ0442;SPC NM E     -   226,380.      202,390.      MT  (+/- 180 meters Scaled)
 DQ0442
 DQ0442                          SUPERSEDED SURVEY CONTROL
 DQ0442
 DQ0442  NGVD 29 (??/??/92) 1209.350  (m)         3967.68   (f) ADJ UNCH    2 0
 DQ0442
 DQ0442.Superseded values are not recommended for survey control.
 DQ0442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0442.See file dsdata.txt to determine how the superseded data were derived.
 DQ0442
 DQ0442_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES996563(NAD 83)
 DQ0442_MARKER: DB = BENCH MARK DISK
 DQ0442_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0442_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DQ0442_STAMPING: J 148 1935
 DQ0442_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0442+STABILITY: SURFACE MOTION
 DQ0442
 DQ0442  HISTORY     - Date     Condition        Report By
 DQ0442  HISTORY     - 1935     MONUMENTED       CGS
 DQ0442  HISTORY     - 1973     GOOD             USGS
 DQ0442
 DQ0442                          STATION DESCRIPTION
 DQ0442
 DQ0442'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 DQ0442'21.04 MI NW FROM MALJAMAR.
 DQ0442'IN CHAVES COUNTY, 1.1 MILES NORTHEAST ALONG U.S. HIGHWAY 82, FROM THE
 DQ0442'POST OFFICE AT MALJAMAR, LEA COUNTY, THENCE 11.2 MILES NORTH ALONG
 DQ0442'STATE HIGHWAY 31 TO THE JUNCTION OF STATE HIGHWAY 172, THENCE 7.1
 DQ0442'MILES WEST ALONG STATE HIGHWAY 31 TO A TRACK ROAD CROSSING, THENCE
 DQ0442'0.55 MILE NORTH TO OLD STATE HIGHWAY 31 ROAD BED.  THENCE, 1.0 MILE
 DQ0442'WEST.  36 FEET SOUTH CENTER OF ROAD.  AT A FENCE CORNER.  A STANDARD
 DQ0442'DISK STAMPED J 148 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0134 ***********************************************************************
 FP0134  DESIGNATION -  J 15
 FP0134  PID         -  FP0134
 FP0134  STATE/COUNTY-  NM/MCKINLEY
 FP0134  USGS QUAD   -  COYOTE CANYON NW (1970)
 FP0134
 FP0134                         *CURRENT SURVEY CONTROL
 FP0134  ___________________________________________________________________
 FP0134* NAD 83(1986)-  35 52 58.     (N)    108 40 55.     (W)     SCALED    
 FP0134* NAVD 88     -      1899.137  (meters)    6230.75   (feet)  POSTED    
 FP0134  ___________________________________________________________________
 FP0134  GEOID HEIGHT-         -20.78  (meters)                     GEOID03
 FP0134  DYNAMIC HT  -        1896.570 (meters)    6222.33  (feet)  COMP
 FP0134  MODELED GRAV-     979,215.6   (mgal)                       NAVD 88
 FP0134
 FP0134  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 FP0134
 FP0134.The horizontal coordinates were scaled from a topographic map and have
 FP0134.an estimated accuracy of +/- 6 seconds.
 FP0134
 FP0134.The orthometric height was determined by differential leveling
 FP0134.and adjusted by the National Geodetic Survey in 1992..
 FP0134.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 FP0134.rate of 0.0 thru 1.0 mm/km.
 FP0134
 FP0134.The geoid height was determined by GEOID03.
 FP0134
 FP0134.The dynamic height is computed by dividing the NAVD 88
 FP0134.geopotential number by the normal gravity value computed on the
 FP0134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0134.degrees latitude (g = 980.6199 gals.).
 FP0134
 FP0134.The modeled gravity was interpolated from observed gravity values.
 FP0134
 FP0134;                    North         East    Units  Estimated Accuracy
 FP0134;SPC NM W     -   541,850.      753,380.      MT  (+/- 180 meters Scaled)
 FP0134
 FP0134                          SUPERSEDED SURVEY CONTROL
 FP0134
 FP0134.No superseded survey control is available for this station.
 FP0134
 FP0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYE092734(NAD 83)
 FP0134_MARKER: DB = BENCH MARK DISK
 FP0134_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FP0134_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FP0134_STAMPING: J 15 1927
 FP0134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FP0134+STABILITY: SURFACE MOTION
 FP0134
 FP0134  HISTORY     - Date     Condition        Report By
 FP0134  HISTORY     - 1927     MONUMENTED       CGS
 FP0134  HISTORY     - 1952     GOOD             NMHD
 FP0134  HISTORY     - 1970     POOR             USGS
 FP0134  HISTORY     - 1984     MARK NOT FOUND   NGS
 FP0134
 FP0134                          STATION DESCRIPTION
 FP0134
 FP0134'DESCRIBED BY NM HIGHWAY DEPT 1952
 FP0134'28.7 MI N FROM GALLUP.
 FP0134'ABOUT 28.7 MILES NORTH ALONG U.S. HIGHWAY 666 FROM THE POST OFFICE AT
 FP0134'GALLUP, MCKINLEY COUNTY, ABOUT 700 FEET NORTH OF THE PRESENT HIGHWAY,
 FP0134'ON TOP OF A RIDGE, 38 FEET NORTH OF THE CENTER LINE OF AN ABANDONED
 FP0134'ROADBED, 6 FEET SOUTHWEST OF A SMALL CEDAR TREE, AND 3 FEET HIGHER
 FP0134'THAN THE OLD ROADBED.  NOTE-- TOP OF POST IS CRACKED AND THE DISC IS
 FP0134'LOOSE.
 FP0134
 FP0134                          STATION RECOVERY (1970)
 FP0134
 FP0134'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 FP0134'MARK RECOVERED IN POOR CONDITION.
 FP0134
 FP0134                          STATION RECOVERY (1984)
 FP0134
 FP0134'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FP0134'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0513 ***********************************************************************
 DQ0513  DESIGNATION -  J 150
 DQ0513  PID         -  DQ0513
 DQ0513  STATE/COUNTY-  NM/LEA
 DQ0513  USGS QUAD   -  COOPER-GOOD RANCH (1973)
 DQ0513
 DQ0513                         *CURRENT SURVEY CONTROL
 DQ0513  ___________________________________________________________________
 DQ0513* NAD 83(1986)-  33 10 11.     (N)    103 40 46.     (W)     SCALED    
 DQ0513* NAVD 88     -      1310.753  (meters)    4300.36   (feet)  ADJUSTED  
 DQ0513  ___________________________________________________________________
 DQ0513  GEOID HEIGHT-         -22.11  (meters)                     GEOID03
 DQ0513  DYNAMIC HT  -        1308.934 (meters)    4294.39  (feet)  COMP
 DQ0513  MODELED GRAV-     979,203.6   (mgal)                       NAVD 88
 DQ0513
 DQ0513  VERT ORDER  -  SECOND    CLASS 0
 DQ0513
 DQ0513.The horizontal coordinates were scaled from a topographic map and have
 DQ0513.an estimated accuracy of +/- 6 seconds.
 DQ0513
 DQ0513.The orthometric height was determined by differential leveling
 DQ0513.and adjusted by the National Geodetic Survey in June 1991..
 DQ0513
 DQ0513.The geoid height was determined by GEOID03.
 DQ0513
 DQ0513.The dynamic height is computed by dividing the NAVD 88
 DQ0513.geopotential number by the normal gravity value computed on the
 DQ0513.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0513.degrees latitude (g = 980.6199 gals.).
 DQ0513
 DQ0513.The modeled gravity was interpolated from observed gravity values.
 DQ0513
 DQ0513;                    North         East    Units  Estimated Accuracy
 DQ0513;SPC NM E     -   240,770.      225,990.      MT  (+/- 180 meters Scaled)
 DQ0513
 DQ0513                          SUPERSEDED SURVEY CONTROL
 DQ0513
 DQ0513  NGVD 29 (??/??/92) 1310.237  (m)         4298.67   (f) ADJ UNCH    2 0
 DQ0513
 DQ0513.Superseded values are not recommended for survey control.
 DQ0513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0513.See file dsdata.txt to determine how the superseded data were derived.
 DQ0513
 DQ0513_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFS231708(NAD 83)
 DQ0513_MARKER: DB = BENCH MARK DISK
 DQ0513_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0513_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DQ0513_STAMPING: J 150 1935
 DQ0513_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0513+STABILITY: SURFACE MOTION
 DQ0513
 DQ0513  HISTORY     - Date     Condition        Report By
 DQ0513  HISTORY     - 1935     MONUMENTED       CGS
 DQ0513  HISTORY     - 1973     GOOD             USGS
 DQ0513
 DQ0513                          STATION DESCRIPTION
 DQ0513
 DQ0513'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 DQ0513'33.6 MI NW FROM LOVINGTON.
 DQ0513'11.1 MILES WEST ALONG U.S. HIGHWAY 82 FROM LOVINGTON, LEA COUNTY,
 DQ0513'THENCE 15.5 MILES NORTH ALONG STATE HIGHWAY 457, THENCE 2 MILES WEST,
 DQ0513'THENCE 2 MILES NORTH, THENCE 2 MILES WEST.  1 MILE EAST OF A RANCH
 DQ0513'HOUSE.  15 FEET SOUTH AND 15 FEET WEST OF A CORNER COMMON TO SECTIONS
 DQ0513'23, 24, 26, AND 25, T13S, R32E, 45 FEET NORTH OF THE CENTER OF A
 DQ0513'CATTLEGUARD.  A STANDARD DISK, STAMPED J 150 1935 AND SET IN THE TOP
 DQ0513'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0286 ***********************************************************************
 CV0286  DESIGNATION -  J 151
 CV0286  PID         -  CV0286
 CV0286  STATE/COUNTY-  NM/LEA
 CV0286  USGS QUAD   -  LOVINGTON SW (1985)
 CV0286
 CV0286                         *CURRENT SURVEY CONTROL
 CV0286  ___________________________________________________________________
 CV0286* NAD 83(1986)-  32 50 39.     (N)    103 29 56.     (W)     SCALED    
 CV0286* NAVD 88     -      1222.069  (meters)    4009.40   (feet)  ADJUSTED  
 CV0286  ___________________________________________________________________
 CV0286  GEOID HEIGHT-         -21.89  (meters)                     GEOID03
 CV0286  DYNAMIC HT  -        1220.385 (meters)    4003.88  (feet)  COMP
 CV0286  MODELED GRAV-     979,216.6   (mgal)                       NAVD 88
 CV0286
 CV0286  VERT ORDER  -  SECOND    CLASS 0
 CV0286
 CV0286.The horizontal coordinates were scaled from a topographic map and have
 CV0286.an estimated accuracy of +/- 6 seconds.
 CV0286
 CV0286.The orthometric height was determined by differential leveling
 CV0286.and adjusted by the National Geodetic Survey in June 1991..
 CV0286
 CV0286.The geoid height was determined by GEOID03.
 CV0286
 CV0286.The dynamic height is computed by dividing the NAVD 88
 CV0286.geopotential number by the normal gravity value computed on the
 CV0286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0286.degrees latitude (g = 980.6199 gals.).
 CV0286
 CV0286.The modeled gravity was interpolated from observed gravity values.
 CV0286
 CV0286;                    North         East    Units  Estimated Accuracy
 CV0286;SPC NM E     -   204,780.      243,110.      MT  (+/- 180 meters Scaled)
 CV0286
 CV0286                          SUPERSEDED SURVEY CONTROL
 CV0286
 CV0286  NGVD 29 (??/??/92) 1221.608  (m)         4007.89   (f) ADJ UNCH    2 0
 CV0286
 CV0286.Superseded values are not recommended for survey control.
 CV0286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0286.See file dsdata.txt to determine how the superseded data were derived.
 CV0286
 CV0286_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFS404350(NAD 83)
 CV0286_MARKER: DB = BENCH MARK DISK
 CV0286_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0286_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CV0286_STAMPING: J 151 1935
 CV0286_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CV0286+STABILITY: SURFACE MOTION
 CV0286
 CV0286  HISTORY     - Date     Condition        Report By
 CV0286  HISTORY     - 1935     MONUMENTED       CGS
 CV0286  HISTORY     - 1979     GOOD             USGS
 CV0286
 CV0286                          STATION DESCRIPTION
 CV0286
 CV0286'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 CV0286'14.3 MI SW FROM LOVINGTON.
 CV0286'5.4 MI W ALONG STATE HWY NO. 83, THENCE 8.9 MI SW ALONG ROADS TOWARDS
 CV0286'BUCKEYE RANCH. ALONG OLD CARLSBAD AND LOVINGTON ROAD, AT A WINDMILL
 CV0286'WHERE THERE IS A LARGE CONCRETE CYLINDRICAL WATERING TROUGH AND A
 CV0286'SMALL CONCRETE RECTANGULAR TROUGH.  SET IN THE W. WALL OF THE SMALL
 CV0286'TROUGH, 30 FT. S. W. OF THE WINDMILL, 20 FT. S. OF THE S. EDGE OF THE
 CV0286'LARGE TROUGH, 15 FT. N. OF THE CENTER LINE OF THE GATE, 4 FT. N. OF
 CV0286'THE S. EDGE OF THE SMALL TROUGH, AND 1 1/2 FT. W. OF A FENCE LINE.
 CV0286
 CV0286                          STATION RECOVERY (1979)
 CV0286
 CV0286'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 CV0286'7.1 MI. WEST ALONG U.S. HWY. 82 FROM LOVINGTON, THENCE 7.3 MILES
 CV0286'SOUTHWEST ALONG STATE HWY. 8, THENCE 0.45 MI. EAST ALONG A GRAVELED
 CV0286'RD., THENCE 0.25 MI. EAST ALONG A TRACK RD., 75 FT. SOUTHWEST OF A
 CV0286'WINDMILL, 30 FT. SOUTH OF A LARGE CONCRETE WATER TANK, SET IN THE TOP
 CV0286'OF THE WEST WALL OF A CONCRETE, RECTANGULAR WATERING TROUGH, 4 FT.
 CV0286'NORTH OF SOUTH END OF TROUGH. A STANDARD DISK STAMPED J 151 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0532 ***********************************************************************
 DQ0532  DESIGNATION -  J 152
 DQ0532  PID         -  DQ0532
 DQ0532  STATE/COUNTY-  NM/LEA
 DQ0532  USGS QUAD   -  COOPER-GOOD RANCH (1973)
 DQ0532
 DQ0532                         *CURRENT SURVEY CONTROL
 DQ0532  ___________________________________________________________________
 DQ0532* NAD 83(1986)-  33 09 18.     (N)    103 37 41.     (W)     SCALED    
 DQ0532* NAVD 88     -      1297.248  (meters)    4256.05   (feet)  ADJUSTED  
 DQ0532  ___________________________________________________________________
 DQ0532  GEOID HEIGHT-         -22.05  (meters)                     GEOID03
 DQ0532  DYNAMIC HT  -        1295.452 (meters)    4250.16  (feet)  COMP
 DQ0532  MODELED GRAV-     979,207.4   (mgal)                       NAVD 88
 DQ0532
 DQ0532  VERT ORDER  -  SECOND    CLASS 0
 DQ0532
 DQ0532.The horizontal coordinates were scaled from a topographic map and have
 DQ0532.an estimated accuracy of +/- 6 seconds.
 DQ0532
 DQ0532.The orthometric height was determined by differential leveling
 DQ0532.and adjusted by the National Geodetic Survey in June 1991..
 DQ0532
 DQ0532.The geoid height was determined by GEOID03.
 DQ0532
 DQ0532.The dynamic height is computed by dividing the NAVD 88
 DQ0532.geopotential number by the normal gravity value computed on the
 DQ0532.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0532.degrees latitude (g = 980.6199 gals.).
 DQ0532
 DQ0532.The modeled gravity was interpolated from observed gravity values.
 DQ0532
 DQ0532;                    North         East    Units  Estimated Accuracy
 DQ0532;SPC NM E     -   239,160.      230,790.      MT  (+/- 180 meters Scaled)
 DQ0532
 DQ0532                          SUPERSEDED SURVEY CONTROL
 DQ0532
 DQ0532  NGVD 29 (??/??/92) 1296.742  (m)         4254.39   (f) ADJ UNCH    2 0
 DQ0532
 DQ0532.Superseded values are not recommended for survey control.
 DQ0532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0532.See file dsdata.txt to determine how the superseded data were derived.
 DQ0532
 DQ0532_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFS279693(NAD 83)
 DQ0532_MARKER: DB = BENCH MARK DISK
 DQ0532_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0532_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DQ0532_STAMPING: J 152 1935
 DQ0532_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0532+STABILITY: SURFACE MOTION
 DQ0532
 DQ0532  HISTORY     - Date     Condition        Report By
 DQ0532  HISTORY     - 1935     MONUMENTED       CGS
 DQ0532  HISTORY     - 1973     GOOD             USGS
 DQ0532
 DQ0532                          STATION DESCRIPTION
 DQ0532
 DQ0532'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 DQ0532'28.6 MI NW FROM LOVINGTON.
 DQ0532'11.1 MILES WEST ALONG U.S. HIGHWAY 82 FROM LOVINGTON, LEA COUNTY,
 DQ0532'THENCE 15.5 MILES NORTH ALONG STATE HIGHWAY 457, THENCE 1 MILE WEST
 DQ0532'ALONG A COUNTY ROAD, THENCE 1 MILE NORTH ALONG THE WEST SIDE OF A
 DQ0532'FENCE LINE, 35 FEET SOUTHWEST OF THE CORNER COMMON TO SECTION 28, 29,
 DQ0532'32 AND 33, T13S, R33E, 20 FEET WEST OF A FENCE, AND 12 FEET WEST OF
 DQ0532'THE CENTERLINE OF THE ROAD.  A STANDARD DISK, STAMPED J 152 1935 AND
 DQ0532'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0136 ***********************************************************************
 EQ0136  DESIGNATION -  J 153
 EQ0136  PID         -  EQ0136
 EQ0136  STATE/COUNTY-  NM/SOCORRO
 EQ0136  USGS QUAD   -  SCHOLLE (1995)
 EQ0136
 EQ0136                         *CURRENT SURVEY CONTROL
 EQ0136  ___________________________________________________________________
 EQ0136* NAD 83(1986)-  34 25 54.     (N)    106 26 38.     (W)     SCALED    
 EQ0136* NAVD 88     -      1755.617  (meters)    5759.89   (feet)  ADJUSTED  
 EQ0136  ___________________________________________________________________
 EQ0136  GEOID HEIGHT-         -20.49  (meters)                     GEOID03
 EQ0136  DYNAMIC HT  -        1753.125 (meters)    5751.71  (feet)  COMP
 EQ0136  MODELED GRAV-     979,153.5   (mgal)                       NAVD 88
 EQ0136
 EQ0136  VERT ORDER  -  FIRST     CLASS II
 EQ0136
 EQ0136.The horizontal coordinates were scaled from a topographic map and have
 EQ0136.an estimated accuracy of +/- 6 seconds.
 EQ0136
 EQ0136.The orthometric height was determined by differential leveling
 EQ0136.and adjusted by the National Geodetic Survey in June 1991..
 EQ0136.WARNING-Repeat measurements at this control monument indicate possible
 EQ0136.vertical movement.
 EQ0136
 EQ0136.The geoid height was determined by GEOID03.
 EQ0136
 EQ0136.The dynamic height is computed by dividing the NAVD 88
 EQ0136.geopotential number by the normal gravity value computed on the
 EQ0136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0136.degrees latitude (g = 980.6199 gals.).
 EQ0136
 EQ0136.The modeled gravity was interpolated from observed gravity values.
 EQ0136
 EQ0136;                    North         East    Units  Estimated Accuracy
 EQ0136;SPC NM C     -   380,550.      482,180.      MT  (+/- 180 meters Scaled)
 EQ0136
 EQ0136                          SUPERSEDED SURVEY CONTROL
 EQ0136
 EQ0136.No superseded survey control is available for this station.
 EQ0136
 EQ0136_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU673109(NAD 83)
 EQ0136_MARKER: DB = BENCH MARK DISK
 EQ0136_SETTING: 66 = SET IN ROCK OUTCROP
 EQ0136_SP_SET: OUTCROP
 EQ0136_STAMPING: J 153 1958
 EQ0136_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EQ0136+STABILITY: POSITION/ELEVATION WELL
 EQ0136
 EQ0136  HISTORY     - Date     Condition        Report By
 EQ0136  HISTORY     - 1958     MONUMENTED       CGS
 EQ0136  HISTORY     - 1980     GOOD             NGS
 EQ0136
 EQ0136                          STATION DESCRIPTION
 EQ0136
 EQ0136'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 EQ0136'14.3 MI SW FROM MOUNTAINAIR.
 EQ0136'ABOUT 14.3 MILES SOUTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 EQ0136'RAILWAY FROM THE STATION AT MOUNTAINAIR, 2 1/2 POLES WEST OF MILEPOST
 EQ0136'870, IN THE TOP OF A LONG NARROW ROCK OUTCROP, 72 FEET SOUTH OF THE
 EQ0136'SOUTH RAIL OF THE MAIN TRACK, ABOUT 0.5 MILE EAST OF THE U.S. HIGHWAY
 EQ0136'60 OVERPASS, 9 FEET SOUTH OF A FENCE, ABOUT 6 INCHES ABOVE THE GROUND,
 EQ0136'AND ABOUT LEVEL WITH THE TRACK.
 EQ0136
 EQ0136                          STATION RECOVERY (1980)
 EQ0136
 EQ0136'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 EQ0136'23.8 KM (14.8 MI) WESTERLY ALONG U.S. HIGHWAY 60 FROM THE POST
 EQ0136'OFFICE IN MOUNTAINAIR, THENCE 0.8 KM (0.5 MI) SOUTHEAST ALONG THE
 EQ0136'ATCHISON, TOPEKA AND SANTA FE RAILROAD, 2-1/2 POLES NORTHWEST OF
 EQ0136'MILE POST 870, IN TOP CENTER OF A 3 BY 10 FT EXPOSED AREA OF
 EQ0136'OUTCROPPING BEDROCK PROJECTING 1 FT, 21.9 METERS (72.0 FT) SOUTHWEST
 EQ0136'OF THE NEAR RAIL AND 2.7 METERS (9.0 FT) SOUTH OF A FENCE.
 EQ0136'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0014 ***********************************************************************
 EQ0014  DESIGNATION -  J 154
 EQ0014  PID         -  EQ0014
 EQ0014  STATE/COUNTY-  NM/TORRANCE
 EQ0014  USGS QUAD   -  MOUNTAINAIR (1986)
 EQ0014
 EQ0014                         *CURRENT SURVEY CONTROL
 EQ0014  ___________________________________________________________________
 EQ0014* NAD 83(1986)-  34 33 04.     (N)    106 09 26.     (W)     SCALED    
 EQ0014* NAVD 88     -      1932.155  (meters)    6339.08   (feet)  ADJUSTED  
 EQ0014  ___________________________________________________________________
 EQ0014  GEOID HEIGHT-         -19.80  (meters)                     GEOID03
 EQ0014  DYNAMIC HT  -        1929.384 (meters)    6329.99  (feet)  COMP
 EQ0014  MODELED GRAV-     979,132.0   (mgal)                       NAVD 88
 EQ0014
 EQ0014  VERT ORDER  -  FIRST     CLASS II
 EQ0014
 EQ0014.The horizontal coordinates were scaled from a topographic map and have
 EQ0014.an estimated accuracy of +/- 6 seconds.
 EQ0014
 EQ0014.The orthometric height was determined by differential leveling
 EQ0014.and adjusted by the National Geodetic Survey in June 1991..
 EQ0014
 EQ0014.The geoid height was determined by GEOID03.
 EQ0014
 EQ0014.The dynamic height is computed by dividing the NAVD 88
 EQ0014.geopotential number by the normal gravity value computed on the
 EQ0014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0014.degrees latitude (g = 980.6199 gals.).
 EQ0014
 EQ0014.The modeled gravity was interpolated from observed gravity values.
 EQ0014
 EQ0014;                    North         East    Units  Estimated Accuracy
 EQ0014;SPC NM C     -   393,790.      508,520.      MT  (+/- 180 meters Scaled)
 EQ0014
 EQ0014                          SUPERSEDED SURVEY CONTROL
 EQ0014
 EQ0014  NGVD 29 (??/??/92) 1931.304  (m)         6336.29   (f) ADJ UNCH    1 2
 EQ0014
 EQ0014.Superseded values are not recommended for survey control.
 EQ0014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0014.See file dsdata.txt to determine how the superseded data were derived.
 EQ0014
 EQ0014_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU938238(NAD 83)
 EQ0014_MARKER: DB = BENCH MARK DISK
 EQ0014_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 EQ0014_SP_SET: 15.5 FT
 EQ0014_STAMPING: J 154 1958
 EQ0014_PROJECTION: PROJECTING 3 CENTIMETERS
 EQ0014_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EQ0014_ROD/PIPE-DEPTH: 4.7  meters
 EQ0014
 EQ0014  HISTORY     - Date     Condition        Report By
 EQ0014  HISTORY     - 1958     MONUMENTED       CGS
 EQ0014  HISTORY     - 1980     GOOD             NGS
 EQ0014
 EQ0014                          STATION DESCRIPTION
 EQ0014
 EQ0014'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 EQ0014'5.1 MI NE FROM MOUNTAINAIR.
 EQ0014'ABOUT 5.1 MILES NORTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 EQ0014'RAILWAY FROM THE STATION AT MOUNTAINAIR, 14 POLES NORTHEAST OF
 EQ0014'MILEPOST 851, 78 FEET NORTHWEST OF THE NORTHWEST RAIL, 168 FEET NORTH
 EQ0014'OF THE CENTER OF A ROAD CROSSING, 95 FEET SOUTHEAST OF THE CENTER LINE
 EQ0014'OF U. S. HIGHWAY 60, 2 1/2 FEET SOUTHWEST OF A WHITE WOODEN WITNESS
 EQ0014'POST, ABOUT 6 FEET BELOW THE LEVEL OF THE TRACK, AND ON THE TOP OF A
 EQ0014'5/8-INCH COPPER COATED ROAD WHICH IS DRIVEN TO A DEPTH OF 15 1/2 FEET
 EQ0014'AND IS ENCASED IN A 6-INCH TILE PROJECTING 1 FOOT.
 EQ0014
 EQ0014                          STATION RECOVERY (1980)
 EQ0014
 EQ0014'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 EQ0014'8.7 KM (5.4 MI) EASTERLY ALONG U.S. HIGHWAY 60 FROM THE POST OFFICE IN
 EQ0014'MOUNTAINAIR, BETWEEN THE HIGHWAY AND THE ATCHISON, TOPEKA AND SANTA FE
 EQ0014'RAILROAD, 14 POLES NORTHEAST OF RAILROAD MILEPOST 851, AT A DIRT
 EQ0014'CROSSROAD, 51.2 METERS (168.0 FT) NORTH OF THE CENTER OF THE CROSSING,
 EQ0014'28.0 METERS (95.0 FT) SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 EQ0014'23.8 METERS (78.0 FT) NORTHEAST OF THE NEAR RAIL AND 2.1 METERS
 EQ0014'SOUTH-SOUTHWEST OF A UTILITY POLE.
 EQ0014'THE MARK IS 0.5 METERS  NE FROM A WITNESS POST.
 EQ0014'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0010 ***********************************************************************
 EQ0010  DESIGNATION -  J 155
 EQ0010  PID         -  EQ0010
 EQ0010  STATE/COUNTY-  NM/TORRANCE
 EQ0010  USGS QUAD   -  WILLARD (1986)
 EQ0010
 EQ0010                         *CURRENT SURVEY CONTROL
 EQ0010  ___________________________________________________________________
 EQ0010* NAD 83(1986)-  34 34 16.     (N)    106 06 06.     (W)     SCALED    
 EQ0010* NAVD 88     -      1904.696  (meters)    6248.99   (feet)  ADJUSTED  
 EQ0010  ___________________________________________________________________
 EQ0010  GEOID HEIGHT-         -19.76  (meters)                     GEOID03
 EQ0010  DYNAMIC HT  -        1901.990 (meters)    6240.11  (feet)  COMP
 EQ0010  MODELED GRAV-     979,146.0   (mgal)                       NAVD 88
 EQ0010
 EQ0010  VERT ORDER  -  FIRST     CLASS II
 EQ0010
 EQ0010.The horizontal coordinates were scaled from a topographic map and have
 EQ0010.an estimated accuracy of +/- 6 seconds.
 EQ0010
 EQ0010.The orthometric height was determined by differential leveling
 EQ0010.and adjusted by the National Geodetic Survey in June 1991..
 EQ0010
 EQ0010.The geoid height was determined by GEOID03.
 EQ0010
 EQ0010.The dynamic height is computed by dividing the NAVD 88
 EQ0010.geopotential number by the normal gravity value computed on the
 EQ0010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0010.degrees latitude (g = 980.6199 gals.).
 EQ0010
 EQ0010.The modeled gravity was interpolated from observed gravity values.
 EQ0010
 EQ0010;                    North         East    Units  Estimated Accuracy
 EQ0010;SPC NM C     -   396,010.      513,610.      MT  (+/- 180 meters Scaled)
 EQ0010
 EQ0010                          SUPERSEDED SURVEY CONTROL
 EQ0010
 EQ0010  NGVD 29 (??/??/92) 1903.870  (m)         6246.28   (f) ADJ UNCH    1 2
 EQ0010
 EQ0010.Superseded values are not recommended for survey control.
 EQ0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0010.See file dsdata.txt to determine how the superseded data were derived.
 EQ0010
 EQ0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU989260(NAD 83)
 EQ0010_MARKER: DB = BENCH MARK DISK
 EQ0010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EQ0010_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EQ0010_STAMPING: J 155 1958
 EQ0010_PROJECTION: PROJECTING 10 CENTIMETERS
 EQ0010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EQ0010+STABILITY: SURFACE MOTION
 EQ0010
 EQ0010  HISTORY     - Date     Condition        Report By
 EQ0010  HISTORY     - 1958     MONUMENTED       CGS
 EQ0010  HISTORY     - 1980     GOOD             NGS
 EQ0010
 EQ0010                          STATION DESCRIPTION
 EQ0010
 EQ0010'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 EQ0010'5.0 MI W FROM WILLARD.
 EQ0010'ABOUT 5.0 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 EQ0010'FROM THE STATION AT WILLARD, ABOUT 8.65 MILES NORTHEAST OF THE STATION
 EQ0010'AT MOUNTAINAIR, 3 1/2 POLES SOUTHWEST OF MILEPOST 847, 67 FEET
 EQ0010'NORTHWEST OF THE NORTHWEST RAIL, 3 FEET SOUTHEAST OF A FENCE, 2 FEET
 EQ0010'SOUTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL
 EQ0010'OF THE TRACK, AND IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 EQ0010
 EQ0010                          STATION RECOVERY (1980)
 EQ0010
 EQ0010'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 EQ0010'0.3 KM (0.2 MI) SOUTH ALONG A GRAVELED ROAD FROM THE POST OFFICE IN
 EQ0010'WILLARD, THENCE 7.9 KM (4.9 MI) WEST ALONG THE ATCHISON, TOPEKA AND
 EQ0010'SANTA FE RAILROAD, 3-1/2 POLES SOUTHWEST OF MILEPOST 847, 20.1 METERS
 EQ0010'(67.0 FT) NORTHWEST OF THE NEAR RAIL, 15.8 METERS (52.5 FT) NORTHWEST
 EQ0010'OF THE CENTER OF A DIRT ROAD, 0.9 METER (3.0 FT) SOUTHEAST OF A FENCE
 EQ0010'AND 0.6 METER (2.0 FT) SOUTHWEST OF A 4X4 INCH WOODEN WITNESS POST.
 EQ0010'THE MARK IS 0.5 METERS  NE FROM A WITNESS POST.
 EQ0010'THE MARK IS 0.6 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0026 ***********************************************************************
 EP0026  DESIGNATION -  J 156
 EP0026  PID         -  EP0026
 EP0026  STATE/COUNTY-  NM/DE BACA
 EP0026  USGS QUAD   -  FORT SUMNER EAST (1982)
 EP0026
 EP0026                         *CURRENT SURVEY CONTROL
 EP0026  ___________________________________________________________________
 EP0026* NAD 83(1986)-  34 27 04.     (N)    104 09 36.     (W)     SCALED    
 EP0026* NAVD 88     -      1253.007  (meters)    4110.91   (feet)  ADJUSTED  
 EP0026  ___________________________________________________________________
 EP0026  GEOID HEIGHT-         -23.63  (meters)                     GEOID03
 EP0026  DYNAMIC HT  -        1251.350 (meters)    4105.47  (feet)  COMP
 EP0026  MODELED GRAV-     979,270.3   (mgal)                       NAVD 88
 EP0026
 EP0026  VERT ORDER  -  FIRST     CLASS II
 EP0026
 EP0026.The horizontal coordinates were scaled from a topographic map and have
 EP0026.an estimated accuracy of +/- 6 seconds.
 EP0026
 EP0026.The orthometric height was determined by differential leveling
 EP0026.and adjusted by the National Geodetic Survey in June 1991..
 EP0026
 EP0026.The geoid height was determined by GEOID03.
 EP0026
 EP0026.The dynamic height is computed by dividing the NAVD 88
 EP0026.geopotential number by the normal gravity value computed on the
 EP0026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EP0026.degrees latitude (g = 980.6199 gals.).
 EP0026
 EP0026.The modeled gravity was interpolated from observed gravity values.
 EP0026
 EP0026;                    North         East    Units  Estimated Accuracy
 EP0026;SPC NM E     -   382,710.      180,930.      MT  (+/- 180 meters Scaled)
 EP0026
 EP0026                          SUPERSEDED SURVEY CONTROL
 EP0026
 EP0026  NGVD 29 (??/??/92) 1252.415  (m)         4108.96   (f) ADJ UNCH    1 2
 EP0026
 EP0026.Superseded values are not recommended for survey control.
 EP0026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EP0026.See file dsdata.txt to determine how the superseded data were derived.
 EP0026
 EP0026_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEU771124(NAD 83)
 EP0026_MARKER: DB = BENCH MARK DISK
 EP0026_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EP0026_SP_SET: ABUTMENT
 EP0026_STAMPING: J 156 1958
 EP0026_MARK LOGO: CGS   
 EP0026_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EP0026
 EP0026  HISTORY     - Date     Condition        Report By
 EP0026  HISTORY     - 1958     MONUMENTED       CGS
 EP0026  HISTORY     - 1982     GOOD             NGS
 EP0026
 EP0026                          STATION DESCRIPTION
 EP0026
 EP0026'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 EP0026'5.1 MI E FROM FORT SUMNER.
 EP0026'ABOUT 5.1 MILE EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 EP0026'FROM THE STATION AT FORT SUMNER, ABOUT 0.3 MILE EAST OF MILE POST 712,
 EP0026'IN THE NORTH END OF THE WEST ABUTMENT OF THE OVERPASS, 5 1/2 FEET
 EP0026'NORTH OF THE NEAR RAIL, AND ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACK.
 EP0026
 EP0026                          STATION RECOVERY (1982)
 EP0026
 EP0026'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 EP0026'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  0.6 KM (0.35
 EP0026'MI) NORTH ALONG U.S. HIGHWAY 84 FROM ITS JUNCTION WITH U.S. HIGHWAY
 EP0026'60 IN FORT SUMNER, THENCE 8.5 KM (5.3 MI) EASTERLY ALONG THE SANTA FE
 EP0026'RAILROAD, 0.5 KM (0.3 MI) EAST OF MILEPOST 712, IN TOP OF AND 0.3
 EP0026'METER (1.0 FT) SOUTH OF THE NORTH END OF THE WEST CONCRETE ABUTMENT OF
 EP0026'THE RAILROAD OVERPASS OF OLD U.S. HIGHWAY 60 AND 1.7 METERS (5.5
 EP0026'FT)NORTHEAST OF THE NEAR RAIL.
 EP0026'THE MARK IS 0.3 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0219 ***********************************************************************
 EP0219  DESIGNATION -  J 157
 EP0219  PID         -  EP0219
 EP0219  STATE/COUNTY-  NM/GUADALUPE
 EP0219  USGS QUAD   -  LONG DRAW (1978)
 EP0219
 EP0219                         *CURRENT SURVEY CONTROL
 EP0219  ___________________________________________________________________
 EP0219* NAD 83(1986)-  34 30 39.     (N)    105 04 43.     (W)     SCALED    
 EP0219* NAVD 88     -      1734.197  (meters)    5689.61   (feet)  ADJUSTED  
 EP0219  ___________________________________________________________________
 EP0219  GEOID HEIGHT-         -21.44  (meters)                     GEOID03
 EP0219  DYNAMIC HT  -        1731.755 (meters)    5681.60  (feet)  COMP
 EP0219  MODELED GRAV-     979,165.6   (mgal)                       NAVD 88
 EP0219
 EP0219  VERT ORDER  -  FIRST     CLASS II
 EP0219
 EP0219.The horizontal coordinates were scaled from a topographic map and have
 EP0219.an estimated accuracy of +/- 6 seconds.
 EP0219
 EP0219.The orthometric height was determined by differential leveling
 EP0219.and adjusted by the National Geodetic Survey in June 1991..
 EP0219
 EP0219.The geoid height was determined by GEOID03.
 EP0219
 EP0219.The dynamic height is computed by dividing the NAVD 88
 EP0219.geopotential number by the normal gravity value computed on the
 EP0219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EP0219.degrees latitude (g = 980.6199 gals.).
 EP0219
 EP0219.The modeled gravity was interpolated from observed gravity values.
 EP0219
 EP0219;                    North         East    Units  Estimated Accuracy
 EP0219;SPC NM E     -   389,570.       96,570.      MT  (+/- 180 meters Scaled)
 EP0219
 EP0219                          SUPERSEDED SURVEY CONTROL
 EP0219
 EP0219  NGVD 29 (??/??/92) 1733.416  (m)         5687.05   (f) ADJ UNCH    1 2
 EP0219
 EP0219.Superseded values are not recommended for survey control.
 EP0219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EP0219.See file dsdata.txt to determine how the superseded data were derived.
 EP0219
 EP0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDU927188(NAD 83)
 EP0219_MARKER: DB = BENCH MARK DISK
 EP0219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EP0219_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EP0219_STAMPING: J 157 1958
 EP0219_MARK LOGO: CGS   
 EP0219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EP0219+STABILITY: SURFACE MOTION
 EP0219
 EP0219  HISTORY     - Date     Condition        Report By
 EP0219  HISTORY     - 1958     MONUMENTED       CGS
 EP0219  HISTORY     - 1983     GOOD             NGS
 EP0219
 EP0219                          STATION DESCRIPTION
 EP0219
 EP0219'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 EP0219'9.25 MI SE FROM VAUGHN.
 EP0219'ABOUT 9.25 MILES SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 EP0219'RAILWAY FROM THE STATION AT VAUGHN, ABOUT 0.2 MILE NORTHWEST OF MILE
 EP0219'POST 778, 18 FEET SOUTHWEST OF THE CENTER LINE OF A TRACK ROAD, 186
 EP0219'FEET NORTHEAST AND ACROSS THE TRACK FROM A TELEPHONE POLE, 100 FEET
 EP0219'NORTHEAST OF THE NEAR RAIL, 2 FEET NORTHEAST OF THE RIGHT OF WAY
 EP0219'FENCE, 22 FEET EAST OF A TELEPHONE POLE, 2 FEET SOUTHEAST OF A METAL
 EP0219'WITNESS POST, AND IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES.
 EP0219
 EP0219                          STATION RECOVERY (1983)
 EP0219
 EP0219'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 EP0219'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0019 ***********************************************************************
 GN0019  DESIGNATION -  J 158
 GN0019  PID         -  GN0019
 GN0019  STATE/COUNTY-  NM/RIO ARRIBA
 GN0019  USGS QUAD   -  SAN ANTONIO MOUNTAIN (1995)
 GN0019
 GN0019                         *CURRENT SURVEY CONTROL
 GN0019  ___________________________________________________________________
 GN0019* NAD 83(1986)-  36 51 06.     (N)    106 05 07.     (W)     SCALED    
 GN0019* NAVD 88     -      2696.603  (meters)    8847.10   (feet)  ADJUSTED  
 GN0019  ___________________________________________________________________
 GN0019  GEOID HEIGHT-         -16.43  (meters)                     GEOID03
 GN0019  DYNAMIC HT  -        2692.762 (meters)    8834.50  (feet)  COMP
 GN0019  MODELED GRAV-     979,108.5   (mgal)                       NAVD 88
 GN0019
 GN0019  VERT ORDER  -  SECOND    CLASS 0
 GN0019
 GN0019.The horizontal coordinates were scaled from a topographic map and have
 GN0019.an estimated accuracy of +/- 6 seconds.
 GN0019
 GN0019.The orthometric height was determined by differential leveling
 GN0019.and adjusted by the National Geodetic Survey in June 1991..
 GN0019
 GN0019.The geoid height was determined by GEOID03.
 GN0019
 GN0019.The dynamic height is computed by dividing the NAVD 88
 GN0019.geopotential number by the normal gravity value computed on the
 GN0019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GN0019.degrees latitude (g = 980.6199 gals.).
 GN0019
 GN0019.The modeled gravity was interpolated from observed gravity values.
 GN0019
 GN0019;                    North         East    Units  Estimated Accuracy
 GN0019;SPC NM C     -   649,020.      514,690.      MT  (+/- 180 meters Scaled)
 GN0019
 GN0019                          SUPERSEDED SURVEY CONTROL
 GN0019
 GN0019  NGVD 29 (??/??/92) 2695.197  (m)         8842.49   (f) ADJ UNCH    2 0
 GN0019
 GN0019.Superseded values are not recommended for survey control.
 GN0019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0019.See file dsdata.txt to determine how the superseded data were derived.
 GN0019
 GN0019_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDA032789(NAD 83)
 GN0019_MARKER: DD = SURVEY DISK
 GN0019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GN0019_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GN0019_STAMPING: J 158 1935
 GN0019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GN0019+STABILITY: SURFACE MOTION
 GN0019
 GN0019  HISTORY     - Date     Condition        Report By
 GN0019  HISTORY     - 1935     MONUMENTED       USFS
 GN0019  HISTORY     - 1940     GOOD             NGS
 GN0019
 GN0019                          STATION DESCRIPTION
 GN0019
 GN0019'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 GN0019'11.9 MI NW FROM NO AGUA.
 GN0019'11.9 MILES NORTHWEST OF RAILROAD STATION IN NO AGUA TO REACH FROM THE
 GN0019'DENVER AND RIO GRANDE WESTERN RAILROAD STATION IN NO AGUA, PROCEED
 GN0019'NORTH ON STATE HIGHWAY NO. 74, GO 3.6 MILES.  TURN LEFT (WEST) ONTO
 GN0019'ROAD LEADING TO SAN ANTONE RANGER STATION AT ITS JUNCTION WITH THE
 GN0019'HIGHWAY, GO 8.3 MILES.  BENCH MARK IS AT THE INTERSECTION OF ROAD
 GN0019'LEADING TO THE SAN ANTONE RANGER STATION AND THE CUT OFF ROAD TO
 GN0019'ANTONITO, COLORADO.  50 FEET SOUTH OF THE INTERSECTION.  44 FEET SOUTH
 GN0019'OF CENTER LINE OF THE ROAD TO SAN ANTONE RANGER STATION.  27 FEET
 GN0019'SOUTH OF A ROCK CAIRN.  2.0 FEET SOUTH OF A 4 X 4 INCH WOODEN POST
 GN0019'PAINTED WHITE PROJECTING 2.0 FEET.  MONUMENT PROJECTS 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0104 ***********************************************************************
 EP0104  DESIGNATION -  J 158
 EP0104  PID         -  EP0104
 EP0104  STATE/COUNTY-  NM/DE BACA
 EP0104  USGS QUAD   -  YESO NW (1966)
 EP0104
 EP0104                         *CURRENT SURVEY CONTROL
 EP0104  ___________________________________________________________________
 EP0104* NAD 83(1986)-  34 26 50.     (N)    104 40 58.     (W)     SCALED    
 EP0104* NAVD 88     -      1493.174  (meters)    4898.85   (feet)  ADJUSTED  
 EP0104  ___________________________________________________________________
 EP0104  GEOID HEIGHT-         -22.92  (meters)                     GEOID03
 EP0104  DYNAMIC HT  -        1491.111 (meters)    4892.09  (feet)  COMP
 EP0104  MODELED GRAV-     979,201.8   (mgal)                       NAVD 88
 EP0104
 EP0104  VERT ORDER  -  FIRST     CLASS II
 EP0104
 EP0104.The horizontal coordinates were scaled from a topographic map and have
 EP0104.an estimated accuracy of +/- 6 seconds.
 EP0104
 EP0104.The orthometric height was determined by differential leveling
 EP0104.and adjusted by the National Geodetic Survey in June 1991..
 EP0104
 EP0104.The geoid height was determined by GEOID03.
 EP0104
 EP0104.The dynamic height is computed by dividing the NAVD 88
 EP0104.geopotential number by the normal gravity value computed on the
 EP0104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EP0104.degrees latitude (g = 980.6199 gals.).
 EP0104
 EP0104.The modeled gravity was interpolated from observed gravity values.
 EP0104
 EP0104;                    North         East    Units  Estimated Accuracy
 EP0104;SPC NM E     -   382,320.      132,890.      MT  (+/- 180 meters Scaled)
 EP0104
 EP0104                          SUPERSEDED SURVEY CONTROL
 EP0104
 EP0104  NGVD 29 (??/??/92) 1492.480  (m)         4896.58   (f) ADJ UNCH    1 2
 EP0104
 EP0104.Superseded values are not recommended for survey control.
 EP0104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EP0104.See file dsdata.txt to determine how the superseded data were derived.
 EP0104
 EP0104_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEU291117(NAD 83)
 EP0104_MARKER: DB = BENCH MARK DISK
 EP0104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EP0104_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EP0104_STAMPING: J 158 1958
 EP0104_MARK LOGO: CGS   
 EP0104_PROJECTION: PROJECTING 15 CENTIMETERS
 EP0104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EP0104+STABILITY: SURFACE MOTION
 EP0104
 EP0104  HISTORY     - Date     Condition        Report By
 EP0104  HISTORY     - 1958     MONUMENTED       CGS
 EP0104  HISTORY     - 1982     GOOD             NGS
 EP0104
 EP0104                          STATION DESCRIPTION
 EP0104
 EP0104'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 EP0104'4.1 MI W FROM YESO.
 EP0104'ABOUT 4.1 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 EP0104'FROM THE STATION AT YESO, 86 FEET NORTH OF MILE POST 748, 122 FEET
 EP0104'NORTHWEST OF THE CENTER LINE OF A DIRT ROAD CROSSING, 95 FEET NORTH OF
 EP0104'THE NEAR RAIL, 60 FEET WEST OF THE CENTER LINE OF THE ROAD AND CATTLE
 EP0104'GUARD, 42 FEET NORTHWEST OF A TELEPHONE POLE, 2 FEET SOUTH OF THE
 EP0104'RIGHT OF WAY FENCE, 2 FEET EAST OF A METAL WITNESS POST, ABOUT 4 FEET
 EP0104'BELOW THE LEVEL OF THE TRACK, AND IN THE TOP OF A CONCRETE POST
 EP0104'PROJECTING 8 INCHES.
 EP0104
 EP0104                          STATION RECOVERY (1982)
 EP0104
 EP0104'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 EP0104'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  34.7 KM (21.5
 EP0104'MI) WESTERLY ALONG U.S. HIGHWAY 60 FROM ITS JUNCTION WITH U.S.
 EP0104'HIGHWAY 84 IN FORT SUMNER, THENCE 0.1 KM (0.05 MI) SOUTH ALONG A
 EP0104'GRAVELED ROAD, THENCE 6.3 KM (3.9 MI) WESTERLY ALONG THE SANTA FE
 EP0104'RAILROAD, 29.0 METERS (95.1 FT) NORTH OF THE NEAR RAIL, 26.2 METERS
 EP0104'(86.0 FT) NORTH OF MILEPOST 748, 18.3 METERS (60.0 FT) WEST OF THE
 EP0104'CENTER OF A DIRT ROAD, 12.8 METERS (42.0 FT) NORTHWEST OF A UTILITY
 EP0104'POLE AND 0.6 METER (2.0 FT) SOUTH OF A FENCE.
 EP0104'THE MARK IS 0.6 METERS  W FROM A WITNESS POST.
 EP0104'THE MARK IS 1.2 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0054 ***********************************************************************
 EP0054  DESIGNATION -  J 159
 EP0054  PID         -  EP0054
 EP0054  STATE/COUNTY-  NM/DE BACA
 EP0054  USGS QUAD   -  FORT SUMNER WEST (1965)
 EP0054
 EP0054                         *CURRENT SURVEY CONTROL
 EP0054  ___________________________________________________________________
 EP0054* NAD 83(1986)-  34 27 26.     (N)    104 16 34.     (W)     SCALED    
 EP0054* NAVD 88     -      1262.251  (meters)    4141.24   (feet)  ADJUSTED  
 EP0054  ___________________________________________________________________
 EP0054  GEOID HEIGHT-         -23.61  (meters)                     GEOID03
 EP0054  DYNAMIC HT  -        1260.573 (meters)    4135.73  (feet)  COMP
 EP0054  MODELED GRAV-     979,262.5   (mgal)                       NAVD 88
 EP0054
 EP0054  VERT ORDER  -  FIRST     CLASS II
 EP0054
 EP0054.The horizontal coordinates were scaled from a topographic map and have
 EP0054.an estimated accuracy of +/- 6 seconds.
 EP0054
 EP0054.The orthometric height was determined by differential leveling
 EP0054.and adjusted by the National Geodetic Survey in June 1991..
 EP0054
 EP0054.The geoid height was determined by GEOID03.
 EP0054
 EP0054.The dynamic height is computed by dividing the NAVD 88
 EP0054.geopotential number by the normal gravity value computed on the
 EP0054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EP0054.degrees latitude (g = 980.6199 gals.).
 EP0054
 EP0054.The modeled gravity was interpolated from observed gravity values.
 EP0054
 EP0054;                    North         East    Units  Estimated Accuracy
 EP0054;SPC NM E     -   383,370.      170,260.      MT  (+/- 180 meters Scaled)
 EP0054
 EP0054                          SUPERSEDED SURVEY CONTROL
 EP0054
 EP0054  NGVD 29 (??/??/92) 1261.643  (m)         4139.24   (f) ADJ UNCH    1 2
 EP0054
 EP0054.Superseded values are not recommended for survey control.
 EP0054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EP0054.See file dsdata.txt to determine how the superseded data were derived.
 EP0054
 EP0054_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEU664130(NAD 83)
 EP0054_MARKER: DB = BENCH MARK DISK
 EP0054_SETTING: 80 = SET IN A BOULDER
 EP0054_STAMPING: J 159 1958
 EP0054_MARK LOGO: CGS   
 EP0054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EP0054+STABILITY: SURFACE MOTION
 EP0054
 EP0054  HISTORY     - Date     Condition        Report By
 EP0054  HISTORY     - 1958     MONUMENTED       CGS
 EP0054  HISTORY     - 1983     GOOD             NGS
 EP0054
 EP0054                          STATION DESCRIPTION
 EP0054
 EP0054'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 EP0054'3.6 MI SW FROM FORT SUMNER.
 EP0054'ABOUT 3.6 MILES SOUTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 EP0054'RAILWAY FROM THE STATION AT FORT SUMNER, IN THE TOP OF A LARGE
 EP0054'SANDSTONE BOULDER PROJECTING ABOUT 4 FEET ON THE SOUTHEAST SIDE, 105
 EP0054'FEET WEST AND ACROSS THE TRACK FROM THE FIFTEENTH TELEPHONE POLE
 EP0054'SOUTHWEST OF MILE POST 720, 13 FEET SOUTHWEST OF THE NEAR RAIL, AND
 EP0054'ABOUT 2 FEET ABOVE THE LEVEL OF THE TRACK.
 EP0054
 EP0054                          STATION RECOVERY (1983)
 EP0054
 EP0054'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 EP0054'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GO0091 ***********************************************************************
 GO0091  DESIGNATION -  J 16
 GO0091  PID         -  GO0091
 GO0091  STATE/COUNTY-  NM/SAN JUAN
 GO0091  USGS QUAD   -  SULPHUR SPRING (1979)
 GO0091
 GO0091                         *CURRENT SURVEY CONTROL
 GO0091  ___________________________________________________________________
 GO0091* NAD 83(1986)-  36 44 50.     (N)    108 42 08.     (W)     SCALED    
 GO0091* NAVD 88     -      1570.532  (meters)    5152.65   (feet)  POSTED    
 GO0091  ___________________________________________________________________
 GO0091  GEOID HEIGHT-         -21.05  (meters)                     GEOID03
 GO0091  DYNAMIC HT  -        1568.640 (meters)    5146.45  (feet)  COMP
 GO0091  MODELED GRAV-     979,371.2   (mgal)                       NAVD 88
 GO0091
 GO0091  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 GO0091
 GO0091.The horizontal coordinates were scaled from a topographic map and have
 GO0091.an estimated accuracy of +/- 6 seconds.
 GO0091
 GO0091.The orthometric height was determined by differential leveling
 GO0091.and adjusted by the National Geodetic Survey in 1992..
 GO0091.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 GO0091.rate of 1.1 thru 2.0 mm/km.
 GO0091
 GO0091.The geoid height was determined by GEOID03.
 GO0091
 GO0091.The dynamic height is computed by dividing the NAVD 88
 GO0091.geopotential number by the normal gravity value computed on the
 GO0091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GO0091.degrees latitude (g = 980.6199 gals.).
 GO0091
 GO0091.The modeled gravity was interpolated from observed gravity values.
 GO0091
 GO0091;                    North         East    Units  Estimated Accuracy
 GO0091;SPC NM W     -   637,780.      752,410.      MT  (+/- 180 meters Scaled)
 GO0091
 GO0091                          SUPERSEDED SURVEY CONTROL
 GO0091
 GO0091  NGVD 29 (??/??/92) 1569.632  (m)         5149.70   (f) ADJ UNCH    1 2
 GO0091
 GO0091.Superseded values are not recommended for survey control.
 GO0091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GO0091.See file dsdata.txt to determine how the superseded data were derived.
 GO0091
 GO0091_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYF051692(NAD 83)
 GO0091_MARKER: DB = BENCH MARK DISK
 GO0091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GO0091_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GO0091_STAMPING: J-16 1927
 GO0091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GO0091+STABILITY: SURFACE MOTION
 GO0091
 GO0091  HISTORY     - Date     Condition        Report By
 GO0091  HISTORY     - 1927     MONUMENTED       CGS
 GO0091  HISTORY     - 1934     GOOD             NGS
 GO0091  HISTORY     - 1965     MARK NOT FOUND   USGS
 GO0091  HISTORY     - 1978     MARK NOT FOUND   USGS
 GO0091  HISTORY     - 1984     MARK NOT FOUND   NGS
 GO0091
 GO0091                          STATION DESCRIPTION
 GO0091
 GO0091'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GO0091'2.1 MI S FROM SHIPROCK AGENCY.
 GO0091'2.1 MILES SOUTH OF THE JUNCTION OF U.S. HIGHWAY 666 AND STATE HIGHWAY
 GO0091'19 ALONG U.S. HIGHWAY 666.  ON TOP OF A SMALL EAST-WEST RIDGE AND 32
 GO0091'FEET EAST OF THE CENTER OF U.S. HIGHWAY 666.  CONCRETE POST WITH
 GO0091'STANDARD BRONZE TABLET IN TOP.
 GO0091
 GO0091                          STATION RECOVERY (1965)
 GO0091
 GO0091'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 GO0091'MARK NOT FOUND.
 GO0091
 GO0091                          STATION RECOVERY (1978)
 GO0091
 GO0091'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 GO0091'MARK NOT FOUND.
 GO0091
 GO0091                          STATION RECOVERY (1984)
 GO0091
 GO0091'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GO0091'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0324 ***********************************************************************
 EO0324  DESIGNATION -  J 160
 EO0324  PID         -  EO0324
 EO0324  STATE/COUNTY-  NM/CURRY
 EO0324  USGS QUAD   -  ST VRAIN (1985)
 EO0324
 EO0324                         *CURRENT SURVEY CONTROL
 EO0324  ___________________________________________________________________
 EO0324* NAD 83(1986)-  34 24 56.     (N)    103 29 34.     (W)     SCALED    
 EO0324* NAVD 88     -      1340.495  (meters)    4397.94   (feet)  ADJUSTED  
 EO0324  ___________________________________________________________________
 EO0324  GEOID HEIGHT-         -23.17  (meters)                     GEOID03
 EO0324  DYNAMIC HT  -        1338.746 (meters)    4392.20  (feet)  COMP
 EO0324  MODELED GRAV-     979,283.7   (mgal)                       NAVD 88
 EO0324
 EO0324  VERT ORDER  -  FIRST     CLASS II
 EO0324
 EO0324.The horizontal coordinates were scaled from a topographic map and have
 EO0324.an estimated accuracy of +/- 6 seconds.
 EO0324
 EO0324.The orthometric height was determined by differential leveling
 EO0324.and adjusted by the National Geodetic Survey in June 1991..
 EO0324
 EO0324.The geoid height was determined by GEOID03.
 EO0324
 EO0324.The dynamic height is computed by dividing the NAVD 88
 EO0324.geopotential number by the normal gravity value computed on the
 EO0324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0324.degrees latitude (g = 980.6199 gals.).
 EO0324
 EO0324.The modeled gravity was interpolated from observed gravity values.
 EO0324
 EO0324;                    North         East    Units  Estimated Accuracy
 EO0324;SPC NM E     -   379,070.      242,270.      MT  (+/- 180 meters Scaled)
 EO0324
 EO0324                          SUPERSEDED SURVEY CONTROL
 EO0324
 EO0324  NGVD 29 (??/??/92) 1339.914  (m)         4396.03   (f) ADJ UNCH    1 2
 EO0324
 EO0324.Superseded values are not recommended for survey control.
 EO0324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0324.See file dsdata.txt to determine how the superseded data were derived.
 EO0324
 EO0324_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFU385092(NAD 83)
 EO0324_MARKER: DB = BENCH MARK DISK
 EO0324_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EO0324_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EO0324_STAMPING: J 160 1958
 EO0324_MARK LOGO: CGS   
 EO0324_PROJECTION: PROJECTING 5 CENTIMETERS
 EO0324_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EO0324+STABILITY: SURFACE MOTION
 EO0324
 EO0324  HISTORY     - Date     Condition        Report By
 EO0324  HISTORY     - 1958     MONUMENTED       CGS
 EO0324  HISTORY     - 1982     GOOD             NGS
 EO0324
 EO0324                          STATION DESCRIPTION
 EO0324
 EO0324'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 EO0324'7.85 MI E FROM MELROSE.
 EO0324'ABOUT 7.85 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 EO0324'FROM THE STATION AT MELROSE, 98 FEET WEST OF MILEPOST 673, ABOUT 0.15
 EO0324'MILE WEST OF THE ST. VRAIN SIDING SIGN, 19 FEET NORTH OF THE NEAR RAIL
 EO0324'OF THE MAIN TRACK, 83 FEET SOUTH OF A POWER POLE, 10 FEET EAST OF A
 EO0324'24-INCH COTTON WOOD TREE, 2 1/2 FEET EAST OF A METAL WITNESS POST,
 EO0324'ABOUT 3 FEET BELOW THE LEVEL OF THE TRACK, AND IN THE TOP OF A
 EO0324'CONCRETE POST PROJECTING 1 FOOT.
 EO0324
 EO0324                          STATION RECOVERY (1982)
 EO0324
 EO0324'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 EO0324'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  26.2 KM (16.25
 EO0324'MI) WESTERLY ALONG THE SANTA FE RAILROAD FROM THE RAILROAD STATION IN
 EO0324'CLOVIS, 93.3 METERS (306.1 FT) SOUTH OF THE CENTERLINE OF U.S.
 EO0324'HIGHWAY 60, 30.0 METERS (98.4 FT) WEST OF MILEPOST 673 AND 5.9 METERS
 EO0324'(19.4 FT) NORTH OF THE NEAR RAIL.
 EO0324'THE MARK IS 0.8 METERS  E FROM A WITNESS POST.
 EO0324'THE MARK IS 0.6 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0366 ***********************************************************************
 EP0366  DESIGNATION -  J 161
 EP0366  PID         -  EP0366
 EP0366  STATE/COUNTY-  NM/TORRANCE
 EP0366  USGS QUAD   -  NEGRA SW (1978)
 EP0366
 EP0366                         *CURRENT SURVEY CONTROL
 EP0366  ___________________________________________________________________
 EP0366* NAD 83(1986)-  34 37 15.     (N)    105 41 03.     (W)     SCALED    
 EP0366* NAVD 88     -      1948.722  (meters)    6393.43   (feet)  ADJUSTED  
 EP0366  ___________________________________________________________________
 EP0366  GEOID HEIGHT-         -19.76  (meters)                     GEOID03
 EP0366  DYNAMIC HT  -        1945.940 (meters)    6384.30  (feet)  COMP
 EP0366  MODELED GRAV-     979,137.5   (mgal)                       NAVD 88
 EP0366
 EP0366  VERT ORDER  -  FIRST     CLASS II
 EP0366
 EP0366.The horizontal coordinates were scaled from a topographic map and have
 EP0366.an estimated accuracy of +/- 6 seconds.
 EP0366
 EP0366.The orthometric height was determined by differential leveling
 EP0366.and adjusted by the National Geodetic Survey in June 1991..
 EP0366
 EP0366.The geoid height was determined by GEOID03.
 EP0366
 EP0366.The dynamic height is computed by dividing the NAVD 88
 EP0366.geopotential number by the normal gravity value computed on the
 EP0366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EP0366.degrees latitude (g = 980.6199 gals.).
 EP0366
 EP0366.The modeled gravity was interpolated from observed gravity values.
 EP0366
 EP0366;                    North         East    Units  Estimated Accuracy
 EP0366;SPC NM C     -   401,660.      551,890.      MT  (+/- 180 meters Scaled)
 EP0366
 EP0366                          SUPERSEDED SURVEY CONTROL
 EP0366
 EP0366  NGVD 29 (??/??/92) 1947.889  (m)         6390.70   (f) ADJ UNCH    1 2
 EP0366
 EP0366.Superseded values are not recommended for survey control.
 EP0366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EP0366.See file dsdata.txt to determine how the superseded data were derived.
 EP0366
 EP0366_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDU372312(NAD 83)
 EP0366_MARKER: DB = BENCH MARK DISK
 EP0366_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EP0366_SP_SET: ABUTMENT
 EP0366_STAMPING: J 161 1958
 EP0366_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EP0366
 EP0366  HISTORY     - Date     Condition        Report By
 EP0366  HISTORY     - 1958     MONUMENTED       CGS
 EP0366
 EP0366                          STATION DESCRIPTION
 EP0366
 EP0366'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 EP0366'14.05 MI W FROM ENCINO.
 EP0366'ABOUT 14.05 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 EP0366'FROM THE STATION AT ENCINO, 7 1/2 POLES EAST OF MILEPOST 818, IN THE
 EP0366'TOP OF THE NORTH END OF THE EAST CONCRETE ABUTMENT OF A STEEL GIRDER
 EP0366'BRIDGE, 6 1/2 FEET NORTH OF THE NORTH RAIL, AND ABOUT 2 FEET BELOW THE
 EP0366'LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0584 ***********************************************************************
 GL0584  DESIGNATION -  J 166
 GL0584  PID         -  GL0584
 GL0584  STATE/COUNTY-  NM/UNION
 GL0584  USGS QUAD   -  GOODSON SCHOOL (1972)
 GL0584
 GL0584                         *CURRENT SURVEY CONTROL
 GL0584  ___________________________________________________________________
 GL0584* NAD 83(1986)-  36 54 06.     (N)    103 01 30.     (W)     SCALED    
 GL0584* NAVD 88     -      1344.382  (meters)    4410.69   (feet)  ADJUSTED  
 GL0584  ___________________________________________________________________
 GL0584  GEOID HEIGHT-         -22.35  (meters)                     GEOID03
 GL0584  DYNAMIC HT  -        1342.886 (meters)    4405.79  (feet)  COMP
 GL0584  MODELED GRAV-     979,471.6   (mgal)                       NAVD 88
 GL0584
 GL0584  VERT ORDER  -  SECOND    CLASS 0
 GL0584
 GL0584.The horizontal coordinates were scaled from a topographic map and have
 GL0584.an estimated accuracy of +/- 6 seconds.
 GL0584
 GL0584.The orthometric height was determined by differential leveling
 GL0584.and adjusted by the National Geodetic Survey in June 1991..
 GL0584
 GL0584.The geoid height was determined by GEOID03.
 GL0584
 GL0584.The dynamic height is computed by dividing the NAVD 88
 GL0584.geopotential number by the normal gravity value computed on the
 GL0584.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0584.degrees latitude (g = 980.6199 gals.).
 GL0584
 GL0584.The modeled gravity was interpolated from observed gravity values.
 GL0584
 GL0584;                    North         East    Units  Estimated Accuracy
 GL0584;SPC NM E     -   655,360.      281,600.      MT  (+/- 180 meters Scaled)
 GL0584
 GL0584                          SUPERSEDED SURVEY CONTROL
 GL0584
 GL0584  NGVD 29 (??/??/92) 1343.676  (m)         4408.38   (f) ADJ UNCH    2 0
 GL0584
 GL0584.Superseded values are not recommended for survey control.
 GL0584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0584.See file dsdata.txt to determine how the superseded data were derived.
 GL0584
 GL0584_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA759857(NAD 83)
 GL0584_MARKER: DB = BENCH MARK DISK
 GL0584_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0584_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0584_STAMPING: J 166 1935
 GL0584_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0584+STABILITY: SURFACE MOTION
 GL0584
 GL0584  HISTORY     - Date     Condition        Report By
 GL0584  HISTORY     - 1935     MONUMENTED       CGS
 GL0584  HISTORY     - 1955     GOOD             NGS
 GL0584
 GL0584                          STATION DESCRIPTION
 GL0584
 GL0584'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GL0584'3.5 MI W FROM KENTON, OK.
 GL0584'3.5 MILES WEST ALONG STATE ROAD 325 FROM THE POST OFFICE AT KENTON,
 GL0584'0.35 MILE WEST OF A JUNCTION WITH STATE HIGHWAY 18, 99 FEET SOUTH OF
 GL0584'THE CENTER LINE OF THE ROAD, 0.1 MILE NORTH OF THE TOP OF A SMALL
 GL0584'HILL, 32 FEET SOUTH OF A FENCE, 32 FEET SOUTH OF A WITNESS POST, SET
 GL0584'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.9 FOOT ABOVE THE
 GL0584'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0030 ***********************************************************************
 ER0030  DESIGNATION -  J 167
 ER0030  PID         -  ER0030
 ER0030  STATE/COUNTY-  NM/CATRON
 ER0030  USGS QUAD   -  MANGAS MOUNTAIN (1981)
 ER0030
 ER0030                         *CURRENT SURVEY CONTROL
 ER0030  ___________________________________________________________________
 ER0030* NAD 83(1986)-  34 01 09.     (N)    108 20 53.     (W)     SCALED    
 ER0030* NAVD 88     -      2437.236  (meters)    7996.17   (feet)  ADJUSTED  
 ER0030  ___________________________________________________________________
 ER0030  GEOID HEIGHT-         -21.59  (meters)                     GEOID03
 ER0030  DYNAMIC HT  -        2433.239 (meters)    7983.05  (feet)  COMP
 ER0030  MODELED GRAV-     978,908.5   (mgal)                       NAVD 88
 ER0030
 ER0030  VERT ORDER  -  SECOND    CLASS 0
 ER0030
 ER0030.The horizontal coordinates were scaled from a topographic map and have
 ER0030.an estimated accuracy of +/- 6 seconds.
 ER0030
 ER0030.The orthometric height was determined by differential leveling
 ER0030.and adjusted by the National Geodetic Survey in June 1991..
 ER0030
 ER0030.The geoid height was determined by GEOID03.
 ER0030
 ER0030.The dynamic height is computed by dividing the NAVD 88
 ER0030.geopotential number by the normal gravity value computed on the
 ER0030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0030.degrees latitude (g = 980.6199 gals.).
 ER0030
 ER0030.The modeled gravity was interpolated from observed gravity values.
 ER0030
 ER0030;                    North         East    Units  Estimated Accuracy
 ER0030;SPC NM W     -   334,910.      782,460.      MT  (+/- 180 meters Scaled)
 ER0030
 ER0030                          SUPERSEDED SURVEY CONTROL
 ER0030
 ER0030  NGVD 29 (??/??/92) 2436.101  (m)         7992.44   (f) ADJ UNCH    2 0
 ER0030
 ER0030.Superseded values are not recommended for survey control.
 ER0030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0030.See file dsdata.txt to determine how the superseded data were derived.
 ER0030
 ER0030_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYC448674(NAD 83)
 ER0030_MARKER: DB = BENCH MARK DISK
 ER0030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ER0030_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ER0030_STAMPING: J 167 1935
 ER0030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0030+STABILITY: SURFACE MOTION
 ER0030
 ER0030  HISTORY     - Date     Condition        Report By
 ER0030  HISTORY     - 1935     MONUMENTED       CGS
 ER0030  HISTORY     - 1975     GOOD             USGS
 ER0030
 ER0030                          STATION DESCRIPTION
 ER0030
 ER0030'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 ER0030'8.2 MI E FROM ARAGON.
 ER0030'ABOUT 8.2 MILES EAST ALONG STATE HIGHWAY 12 FROM ARAGON, CATRON
 ER0030'COUNTY, THENCE ABOUT 8.8 MILES NORTH ALONG THE MANGAS ROAD, AT THE
 ER0030'NORTH END OF A GRASSY VALLEY, AT A LOW RIDGE, AND ABOUT 54 FEET WEST
 ER0030'OF THE CENTER LINE OF THE ROAD.  A STANDARD DISK, STAMPED J 167 1935
 ER0030'AND SET IN THE TOP OF A CONCRETE POST.
 ER0030
 ER0030                          STATION RECOVERY (1975)
 ER0030
 ER0030'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 ER0030'HORSE SPRINGS, 6.0 MILES WEST OF, ALONG STATE HIGHWAY 12, THENCE 8.5
 ER0030'MILES NORTH ALONG THE MANGAS ROAD, IN NW 1/4 OF SEC. 30, T. 3 S. R.
 ER0030'14 W. AT NORTH END OF A GRASSY VALLEY, ABOUT 530 FT SOUTH OF A GRAVEL
 ER0030'ROAD WEST, 54 FT WEST OF AND ABOUT 3 FT HIGHER THAN C ROAD, IN
 ER0030'CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND, STANDARD TABLET
 ER0030'STAMPED 'J 167 1935'.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0109 ***********************************************************************
 ER0109  DESIGNATION -  J 168
 ER0109  PID         -  ER0109
 ER0109  STATE/COUNTY-  NM/CATRON
 ER0109  USGS QUAD   -  LARGO MESA (1981)
 ER0109
 ER0109                         *CURRENT SURVEY CONTROL
 ER0109  ___________________________________________________________________
 ER0109* NAD 83(1986)-  34 09 20.     (N)    108 34 35.     (W)     SCALED    
 ER0109* NAVD 88     -      2296.178  (meters)    7533.38   (feet)  ADJUSTED  
 ER0109  ___________________________________________________________________
 ER0109  GEOID HEIGHT-         -21.61  (meters)                     GEOID03
 ER0109  DYNAMIC HT  -        2292.562 (meters)    7521.51  (feet)  COMP
 ER0109  MODELED GRAV-     978,978.1   (mgal)                       NAVD 88
 ER0109
 ER0109  VERT ORDER  -  SECOND    CLASS 0
 ER0109
 ER0109.The horizontal coordinates were scaled from a topographic map and have
 ER0109.an estimated accuracy of +/- 6 seconds.
 ER0109
 ER0109.The orthometric height was determined by differential leveling
 ER0109.and adjusted by the National Geodetic Survey in June 1991..
 ER0109
 ER0109.The geoid height was determined by GEOID03.
 ER0109
 ER0109.The dynamic height is computed by dividing the NAVD 88
 ER0109.geopotential number by the normal gravity value computed on the
 ER0109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0109.degrees latitude (g = 980.6199 gals.).
 ER0109
 ER0109.The modeled gravity was interpolated from observed gravity values.
 ER0109
 ER0109;                    North         East    Units  Estimated Accuracy
 ER0109;SPC NM W     -   350,160.      761,480.      MT  (+/- 180 meters Scaled)
 ER0109
 ER0109                          SUPERSEDED SURVEY CONTROL
 ER0109
 ER0109  NGVD 29 (??/??/92) 2295.161  (m)         7530.04   (f) ADJ UNCH    2 0
 ER0109
 ER0109.Superseded values are not recommended for survey control.
 ER0109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0109.See file dsdata.txt to determine how the superseded data were derived.
 ER0109
 ER0109_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYC234820(NAD 83)
 ER0109_MARKER: DB = BENCH MARK DISK
 ER0109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ER0109_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ER0109_STAMPING: J 168 1935
 ER0109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0109+STABILITY: SURFACE MOTION
 ER0109
 ER0109  HISTORY     - Date     Condition        Report By
 ER0109  HISTORY     - 1935     MONUMENTED       CGS
 ER0109
 ER0109                          STATION DESCRIPTION
 ER0109
 ER0109'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 ER0109'18.3 MI NW FROM MANGAS RANGER STA.
 ER0109'18.3 MI. N.W. ALONG CASTLE ROCK ROAD AND ROAD TO CHANDDALER CHAVEZ
 ER0109'RANCH.  ABOUT 0.1 MI. W. OF A GATE AND FENCE LINE AND ABOUT 45 FT. N.
 ER0109'OF THE CENTER LINE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0442 ***********************************************************************
 EQ0442  DESIGNATION -  J 169
 EQ0442  PID         -  EQ0442
 EQ0442  STATE/COUNTY-  NM/CATRON
 EQ0442  USGS QUAD   -  THIRD CANYON (1964)
 EQ0442
 EQ0442                         *CURRENT SURVEY CONTROL
 EQ0442  ___________________________________________________________________
 EQ0442* NAD 83(1986)-  34 25 36.     (N)    107 53 20.     (W)     SCALED    
 EQ0442* NAVD 88     -      2170.602  (meters)    7121.38   (feet)  POSTED    
 EQ0442  ___________________________________________________________________
 EQ0442  GEOID HEIGHT-         -21.07  (meters)                     GEOID03
 EQ0442  DYNAMIC HT  -        2167.280 (meters)    7110.48  (feet)  COMP
 EQ0442  MODELED GRAV-     979,027.8   (mgal)                       NAVD 88
 EQ0442
 EQ0442  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EQ0442
 EQ0442.The horizontal coordinates were scaled from a topographic map and have
 EQ0442.an estimated accuracy of +/- 6 seconds.
 EQ0442
 EQ0442.The orthometric height was determined by differential leveling
 EQ0442.and adjusted by the National Geodetic Survey in 1992..
 EQ0442.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EQ0442.rate of 0.0 thru 1.0 mm/km.
 EQ0442
 EQ0442.The geoid height was determined by GEOID03.
 EQ0442
 EQ0442.The dynamic height is computed by dividing the NAVD 88
 EQ0442.geopotential number by the normal gravity value computed on the
 EQ0442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0442.degrees latitude (g = 980.6199 gals.).
 EQ0442
 EQ0442.The modeled gravity was interpolated from observed gravity values.
 EQ0442
 EQ0442;                    North         East    Units  Estimated Accuracy
 EQ0442;SPC NM W     -   379,990.      824,890.      MT  (+/- 180 meters Scaled)
 EQ0442
 EQ0442                          SUPERSEDED SURVEY CONTROL
 EQ0442
 EQ0442  NGVD 29 (??/??/92) 2169.646  (m)         7118.25   (f) ADJ UNCH    2 0
 EQ0442
 EQ0442.Superseded values are not recommended for survey control.
 EQ0442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0442.See file dsdata.txt to determine how the superseded data were derived.
 EQ0442
 EQ0442_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBU345132(NAD 83)
 EQ0442_MARKER: DB = BENCH MARK DISK
 EQ0442_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EQ0442_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EQ0442_STAMPING: J 169 1935
 EQ0442_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EQ0442+STABILITY: SURFACE MOTION
 EQ0442
 EQ0442  HISTORY     - Date     Condition        Report By
 EQ0442  HISTORY     - 1935     MONUMENTED       CGS
 EQ0442  HISTORY     - 1941     GOOD             NGS
 EQ0442
 EQ0442                          STATION DESCRIPTION
 EQ0442
 EQ0442'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 EQ0442'15.1 MI NE FROM TRES LAGUNAS.
 EQ0442'TO REACH BENCH MARK FROM THE POST OFFICE AT TRES LAGUNAS, PROCEED
 EQ0442'NORTHEAST ON GRADED ROAD, GO 9.8 MILES TO INTERSECTION OF ROADS NEAR
 EQ0442'THE MCPHAUL RANCH.  THENCE, TURN LEFT (NORTH) ONTO TRACK ROAD AND
 EQ0442'CONTINUE NORTHEAST FOR 5.3 MILES TO SITE OF BENCH MARK.  BENCH MARK IS
 EQ0442'ABOUT 300 FEET SOUTHWEST OF THE BASE OF A SANDSTONE HILL, 40 FEET
 EQ0442'NORTH OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE ROAD, 3
 EQ0442'FEET NORTH OF A 4 X 4 INCH WOODEN MARKER POST AND ON THE OUTSIDE OF A
 EQ0442'SMALL CURVE IN THE ROAD.  THE MONUMENT PROJECTS ABOUT 0.2 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GO0048 ***********************************************************************
 GO0048  DESIGNATION -  J 17
 GO0048  PID         -  GO0048
 GO0048  STATE/COUNTY-  NM/SAN JUAN
 GO0048  USGS QUAD   -  FARMINGTON SOUTH (1979)
 GO0048
 GO0048                         *CURRENT SURVEY CONTROL
 GO0048  ___________________________________________________________________
 GO0048* NAD 83(1986)-  36 39 58.     (N)    108 13 16.     (W)     SCALED    
 GO0048* NAVD 88     -      1845.227  (meters)    6053.88   (feet)  ADJUSTED  
 GO0048  ___________________________________________________________________
 GO0048  GEOID HEIGHT-         -21.20  (meters)                     GEOID03
 GO0048  DYNAMIC HT  -        1842.861 (meters)    6046.12  (feet)  COMP
 GO0048  MODELED GRAV-     979,284.0   (mgal)                       NAVD 88
 GO0048
 GO0048  VERT ORDER  -  SECOND    CLASS 0
 GO0048
 GO0048.The horizontal coordinates were scaled from a topographic map and have
 GO0048.an estimated accuracy of +/- 6 seconds.
 GO0048
 GO0048.The orthometric height was determined by differential leveling
 GO0048.and adjusted by the National Geodetic Survey in June 1991..
 GO0048
 GO0048.The geoid height was determined by GEOID03.
 GO0048
 GO0048.The dynamic height is computed by dividing the NAVD 88
 GO0048.geopotential number by the normal gravity value computed on the
 GO0048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GO0048.degrees latitude (g = 980.6199 gals.).
 GO0048
 GO0048.The modeled gravity was interpolated from observed gravity values.
 GO0048
 GO0048;                    North         East    Units  Estimated Accuracy
 GO0048;SPC NM W     -   628,500.      795,340.      MT  (+/- 180 meters Scaled)
 GO0048
 GO0048                          SUPERSEDED SURVEY CONTROL
 GO0048
 GO0048  NGVD 29 (??/??/92) 1844.204  (m)         6050.53   (f) ADJ UNCH    2 0
 GO0048
 GO0048.Superseded values are not recommended for survey control.
 GO0048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GO0048.See file dsdata.txt to determine how the superseded data were derived.
 GO0048
 GO0048_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYF483614(NAD 83)
 GO0048_MARKER: DB = BENCH MARK DISK
 GO0048_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GO0048_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GO0048_STAMPING: 6050.526 J 17 1927
 GO0048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GO0048+STABILITY: SURFACE MOTION
 GO0048
 GO0048  HISTORY     - Date     Condition        Report By
 GO0048  HISTORY     - 1927     MONUMENTED       CGS
 GO0048  HISTORY     - 1949     GOOD             NGS
 GO0048
 GO0048                          STATION DESCRIPTION
 GO0048
 GO0048'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 GO0048'6.0 MI SW FROM FARMINGTON.
 GO0048'FROM THE POST OFFICE IN FARMINGTON GO WEST ON US HIGHWAY 550 FOR TWO
 GO0048'BLOCKS TO THE AVERY HOTEL, TURN LEFT (S) TO RAILROAD STATION, CROSS
 GO0048'TRACKS WEST OF STATION AND GO SOUTH ONE BLOCK, WEST ONE BLOCK, SOUTH
 GO0048'ONE BLOCK, TURN RIGHT (W) AND FOLLOW MAIN ROAD WESTWARD TO FORK JUST
 GO0048'WEST OF THE BRIDGE OVER THE SAN JUAN RIVER, TAKE LEFT FORK AND FOLLOW
 GO0048'MAIN TRAIL FOR 5.05 MILES, PAST A MISSION AND TO THE TOP OF A MESA AND
 GO0048'TO A FORK, STATION IS JUST THIS SIDE OF THE FORK AND ON THE RIGHT,
 GO0048'ABOUT 28 FEET NORTHWEST OF THE TRAIL.  A STANDARD DISK STAMPED
 GO0048'6050.526 U 69 1927 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GO0049 ***********************************************************************
 GO0049  DESIGNATION -  J 17 RESET
 GO0049  PID         -  GO0049
 GO0049  STATE/COUNTY-  NM/SAN JUAN
 GO0049  USGS QUAD   -  FARMINGTON SOUTH (1979)
 GO0049
 GO0049                         *CURRENT SURVEY CONTROL
 GO0049  ___________________________________________________________________
 GO0049* NAD 83(1986)-  36 39 58.     (N)    108 13 16.     (W)     SCALED    
 GO0049* NAVD 88     -      1845.42   (meters)    6054.5    (feet)  RESET     
 GO0049  ___________________________________________________________________
 GO0049  GEOID HEIGHT-         -21.20  (meters)                     GEOID03
 GO0049
 GO0049  VERT ORDER  -  THIRD
 GO0049
 GO0049.The horizontal coordinates were scaled from a topographic map and have
 GO0049.an estimated accuracy of +/- 6 seconds.
 GO0049
 GO0049.The orthometric height was computed from unverified reset data.
 GO0049
 GO0049.The geoid height was determined by GEOID03.
 GO0049
 GO0049;                    North         East    Units  Estimated Accuracy
 GO0049;SPC NM W     -   628,500.      795,340.      MT  (+/- 180 meters Scaled)
 GO0049
 GO0049                          SUPERSEDED SURVEY CONTROL
 GO0049
 GO0049.No superseded survey control is available for this station.
 GO0049
 GO0049_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYF483614(NAD 83)
 GO0049_MARKER: DB = BENCH MARK DISK
 GO0049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GO0049_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GO0049_STAMPING: J 17 RESET 1965
 GO0049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GO0049+STABILITY: SURFACE MOTION
 GO0049
 GO0049  HISTORY     - Date     Condition        Report By
 GO0049  HISTORY     - 1965     MONUMENTED       MNHD
 GO0049  HISTORY     - 1966     GOOD             NMHD
 GO0049  HISTORY     - 1967     GOOD             USGS
 GO0049
 GO0049                          STATION DESCRIPTION
 GO0049
 GO0049'DESCRIBED BY NM HIGHWAY DEPT 1966
 GO0049'6.0 MI SW FROM FARMINGTON.
 GO0049'ABOUT 6 MILES SOUTHWEST ALONG THE NEWCOMB-FARMINGTON CUT-OFF ROAD FROM
 GO0049'FARMINGTON, AT THE FORK OF THE ROADS LEADING TO CHACO CANYON AND
 GO0049'GALLUP, ABOUT 5.15 MILES SOUTH OF THE BRIDGE OVER THE SAN JUAN RIVER
 GO0049'ON STATE HIGHWAY 371 OUT OF FARMINGTON, 60 FEET WEST OF THE CENTER
 GO0049'LINE OF THE HIGHWAY, 200 FEET SOUTH OF A T ROAD WEST, SET IN THE TOP
 GO0049'OF A CONCRETE POST.
 GO0049
 GO0049                          STATION RECOVERY (1967)
 GO0049
 GO0049'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 GO0049'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GO0020 ***********************************************************************
 GO0020  DESIGNATION -  J 18
 GO0020  PID         -  GO0020
 GO0020  STATE/COUNTY-  NM/SAN JUAN
 GO0020  USGS QUAD   -  FARMINGTON NORTH (1979)
 GO0020
 GO0020                         *CURRENT SURVEY CONTROL
 GO0020  ___________________________________________________________________
 GO0020* NAD 83(1986)-  36 45 44.     (N)    108 08 15.     (W)     SCALED    
 GO0020* NAVD 88     -      1645.991  (meters)    5400.22   (feet)  ADJUSTED  
 GO0020  ___________________________________________________________________
 GO0020  GEOID HEIGHT-         -21.06  (meters)                     GEOID03
 GO0020  DYNAMIC HT  -        1643.937 (meters)    5393.48  (feet)  COMP
 GO0020  MODELED GRAV-     979,326.1   (mgal)                       NAVD 88
 GO0020
 GO0020  VERT ORDER  -  FIRST     CLASS II
 GO0020
 GO0020.The horizontal coordinates were scaled from a topographic map and have
 GO0020.an estimated accuracy of +/- 6 seconds.
 GO0020
 GO0020.The orthometric height was determined by differential leveling
 GO0020.and adjusted by the National Geodetic Survey in June 1991..
 GO0020.WARNING-Repeat measurements at this control monument indicate possible
 GO0020.vertical movement.
 GO0020
 GO0020.The geoid height was determined by GEOID03.
 GO0020
 GO0020.The dynamic height is computed by dividing the NAVD 88
 GO0020.geopotential number by the normal gravity value computed on the
 GO0020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GO0020.degrees latitude (g = 980.6199 gals.).
 GO0020
 GO0020.The modeled gravity was interpolated from observed gravity values.
 GO0020
 GO0020;                    North         East    Units  Estimated Accuracy
 GO0020;SPC NM W     -   639,140.      802,840.      MT  (+/- 180 meters Scaled)
 GO0020
 GO0020                          SUPERSEDED SURVEY CONTROL
 GO0020
 GO0020  NGVD 29 (??/??/92) 1645.003  (m)         5396.98   (f) ADJ UNCH    1 2
 GO0020
 GO0020.Superseded values are not recommended for survey control.
 GO0020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GO0020.See file dsdata.txt to determine how the superseded data were derived.
 GO0020
 GO0020_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYF555723(NAD 83)
 GO0020_MARKER: DB = BENCH MARK DISK
 GO0020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GO0020_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GO0020_STAMPING: J 18 1928
 GO0020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GO0020+STABILITY: SURFACE MOTION
 GO0020
 GO0020  HISTORY     - Date     Condition        Report By
 GO0020  HISTORY     - 1928     MONUMENTED       CGS
 GO0020  HISTORY     - 1934     GOOD             NGS
 GO0020  HISTORY     - 1960     MARK NOT FOUND   USGS
 GO0020  HISTORY     - 1984     MARK NOT FOUND   NGS
 GO0020
 GO0020                          STATION DESCRIPTION
 GO0020
 GO0020'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GO0020'4.8 MI NE FROM FARMINGTON.
 GO0020'ABOUT 4.8 MILES NORTHEAST OF FARMINGTON, SAN JUAN COUNTY, ON THE
 GO0020'DENVER AND RIO GRANDE WESTERN RAILROAD, 0.2 MILE SOUTHWEST OF MILEPOST
 GO0020'491, 18 FEET SOUTH OF A CROSSING OF A FARM ROAD, 40 FEET NORTHWEST OF
 GO0020'THE CENTER OF THE TRACKS AND 18 FEET NORTH OF A SWITCH OF THE SIDING.
 GO0020'A STANDARD DISK, STAMPED J 18 1928 AND SET IN THE TOP OF A CONCRETE
 GO0020'POST.
 GO0020
 GO0020                          STATION RECOVERY (1960)
 GO0020
 GO0020'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 GO0020'MARK NOT FOUND.
 GO0020
 GO0020                          STATION RECOVERY (1984)
 GO0020
 GO0020'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GO0020'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0039 ***********************************************************************
 GM0039  DESIGNATION -  J 19
 GM0039  PID         -  GM0039
 GM0039  STATE/COUNTY-  NM/HARDING
 GM0039  USGS QUAD   -  MILLS EAST (1974)
 GM0039
 GM0039                         *CURRENT SURVEY CONTROL
 GM0039  ___________________________________________________________________
 GM0039* NAD 83(1986)-  36 00 59.     (N)    104 13 24.     (W)     SCALED    
 GM0039* NAVD 88     -      1825.741  (meters)    5989.95   (feet)  ADJUSTED  
 GM0039  ___________________________________________________________________
 GM0039  GEOID HEIGHT-         -19.50  (meters)                     GEOID03
 GM0039  DYNAMIC HT  -        1823.416 (meters)    5982.32  (feet)  COMP
 GM0039  MODELED GRAV-     979,293.7   (mgal)                       NAVD 88
 GM0039
 GM0039  VERT ORDER  -  SECOND    CLASS 0
 GM0039
 GM0039.The horizontal coordinates were scaled from a topographic map and have
 GM0039.an estimated accuracy of +/- 6 seconds.
 GM0039
 GM0039.The orthometric height was determined by differential leveling
 GM0039.and adjusted by the National Geodetic Survey in June 1991..
 GM0039
 GM0039.The geoid height was determined by GEOID03.
 GM0039
 GM0039.The dynamic height is computed by dividing the NAVD 88
 GM0039.geopotential number by the normal gravity value computed on the
 GM0039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GM0039.degrees latitude (g = 980.6199 gals.).
 GM0039
 GM0039.The modeled gravity was interpolated from observed gravity values.
 GM0039
 GM0039;                    North         East    Units  Estimated Accuracy
 GM0039;SPC NM E     -   556,340.      174,920.      MT  (+/- 180 meters Scaled)
 GM0039
 GM0039                          SUPERSEDED SURVEY CONTROL
 GM0039
 GM0039  NGVD 29 (??/??/92) 1824.933  (m)         5987.30   (f) ADJ UNCH    2 0
 GM0039
 GM0039.Superseded values are not recommended for survey control.
 GM0039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0039.See file dsdata.txt to determine how the superseded data were derived.
 GM0039
 GM0039_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEV699860(NAD 83)
 GM0039_MARKER: DB = BENCH MARK DISK
 GM0039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GM0039_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GM0039_STAMPING: 5987.301 J 19 1928
 GM0039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GM0039+STABILITY: SURFACE MOTION
 GM0039
 GM0039  HISTORY     - Date     Condition        Report By
 GM0039  HISTORY     - 1928     MONUMENTED       CGS
 GM0039  HISTORY     - 1934     GOOD             NGS
 GM0039  HISTORY     - 1974     MARK NOT FOUND   USGS
 GM0039
 GM0039                          STATION DESCRIPTION
 GM0039
 GM0039'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GM0039'5.4 MI N FROM ROY.
 GM0039'5.4 MILES NORTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM ROY,
 GM0039'HARDING COUNTY, 0.5 MILE NORTH OF MILEPOST 1701, ON THE SOUTH SIDE OF
 GM0039'A ROAD CROSSING, AND ABOUT 65 FEET EAST OF THE CENTERLINE OF THE
 GM0039'TRACK.  A STANDARD DISK, STAMPED 5987.301 J 19 1928 AND SET IN THE TOP
 GM0039'OF A CONCRETE POST.
 GM0039
 GM0039                          STATION RECOVERY (1974)
 GM0039
 GM0039'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 GM0039'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0504 ***********************************************************************
 FM0504  DESIGNATION -  J 192
 FM0504  PID         -  FM0504
 FM0504  STATE/COUNTY-  NM/UNION
 FM0504  USGS QUAD   -  AMISTAD (1971)
 FM0504
 FM0504                         *CURRENT SURVEY CONTROL
 FM0504  ___________________________________________________________________
 FM0504* NAD 83(1986)-  35 55 42.     (N)    103 10 43.     (W)     SCALED    
 FM0504* NAVD 88     -      1378.953  (meters)    4524.11   (feet)  ADJUSTED  
 FM0504  ___________________________________________________________________
 FM0504  GEOID HEIGHT-         -22.69  (meters)                     GEOID03
 FM0504  DYNAMIC HT  -        1377.306 (meters)    4518.71  (feet)  COMP
 FM0504  MODELED GRAV-     979,390.1   (mgal)                       NAVD 88
 FM0504
 FM0504  VERT ORDER  -  SECOND    CLASS 0
 FM0504
 FM0504.The horizontal coordinates were scaled from a topographic map and have
 FM0504.an estimated accuracy of +/- 6 seconds.
 FM0504
 FM0504.The orthometric height was determined by differential leveling
 FM0504.and adjusted by the National Geodetic Survey in June 1991..
 FM0504
 FM0504.The geoid height was determined by GEOID03.
 FM0504
 FM0504.The dynamic height is computed by dividing the NAVD 88
 FM0504.geopotential number by the normal gravity value computed on the
 FM0504.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0504.degrees latitude (g = 980.6199 gals.).
 FM0504
 FM0504.The modeled gravity was interpolated from observed gravity values.
 FM0504
 FM0504;                    North         East    Units  Estimated Accuracy
 FM0504;SPC NM E     -   547,180.      269,200.      MT  (+/- 180 meters Scaled)
 FM0504
 FM0504                          SUPERSEDED SURVEY CONTROL
 FM0504
 FM0504  NGVD 29 (??/??/92) 1378.299  (m)         4521.97   (f) ADJ UNCH    2 0
 FM0504
 FM0504.Superseded values are not recommended for survey control.
 FM0504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0504.See file dsdata.txt to determine how the superseded data were derived.
 FM0504
 FM0504_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFV643775(NAD 83)
 FM0504_MARKER: DB = BENCH MARK DISK
 FM0504_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0504_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0504_STAMPING: J 192 1939
 FM0504_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0504+STABILITY: SURFACE MOTION
 FM0504
 FM0504  HISTORY     - Date     Condition        Report By
 FM0504  HISTORY     - 1939     MONUMENTED       CGS
 FM0504  HISTORY     - 1955     MARK NOT FOUND   NGS
 FM0504
 FM0504                          STATION DESCRIPTION
 FM0504
 FM0504'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 FM0504'11.8 MI N FROM CENTERVILLE.
 FM0504'11.8 MILES NORTH BY HIGHWAY.  ALONG STATE HIGHWAY NO. 18.  45 FEET
 FM0504'SOUTH OF CENTER-LINE OF HIGHWAY.  4.5 FEET EAST OF A FENCE CORNER. 3.0
 FM0504'FEET NORTH OF FENCE LINE.  ABOUT 100 YDS. NORTHEAST OF A RANCH AND
 FM0504'WINDMILL ON SOUTH SIDE OF ROAD.
 FM0504
 FM0504                          STATION RECOVERY (1955)
 FM0504
 FM0504'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 FM0504'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0155 ***********************************************************************
 CY0155  DESIGNATION -  J 194
 CY0155  PID         -  CY0155
 CY0155  STATE/COUNTY-  NM/HIDALGO
 CY0155  USGS QUAD   -  GARY (1980)
 CY0155
 CY0155                         *CURRENT SURVEY CONTROL
 CY0155  ___________________________________________________________________
 CY0155* NAD 83(1986)-  32 19 26.     (N)    108 49 11.     (W)     SCALED    
 CY0155* NAVD 88     -      1288.592  (meters)    4227.66   (feet)  ADJUSTED  
 CY0155  ___________________________________________________________________
 CY0155  GEOID HEIGHT-         -25.78  (meters)                     GEOID03
 CY0155  DYNAMIC HT  -        1286.674 (meters)    4221.36  (feet)  COMP
 CY0155  MODELED GRAV-     979,105.6   (mgal)                       NAVD 88
 CY0155
 CY0155  VERT ORDER  -  FIRST     CLASS II
 CY0155
 CY0155.The horizontal coordinates were scaled from a topographic map and have
 CY0155.an estimated accuracy of +/- 6 seconds.
 CY0155
 CY0155.The orthometric height was determined by differential leveling
 CY0155.and adjusted by the National Geodetic Survey in June 1991..
 CY0155
 CY0155.The geoid height was determined by GEOID03.
 CY0155
 CY0155.The dynamic height is computed by dividing the NAVD 88
 CY0155.geopotential number by the normal gravity value computed on the
 CY0155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0155.degrees latitude (g = 980.6199 gals.).
 CY0155
 CY0155.The modeled gravity was interpolated from observed gravity values.
 CY0155
 CY0155;                    North         East    Units  Estimated Accuracy
 CY0155;SPC NM W     -   147,210.      737,130.      MT  (+/- 180 meters Scaled)
 CY0155
 CY0155                          SUPERSEDED SURVEY CONTROL
 CY0155
 CY0155  NGVD 29 (??/??/92) 1287.825  (m)         4225.14   (f) ADJ UNCH    1 2
 CY0155
 CY0155.Superseded values are not recommended for survey control.
 CY0155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0155.See file dsdata.txt to determine how the superseded data were derived.
 CY0155
 CY0155_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYA052784(NAD 83)
 CY0155_MARKER: DB = BENCH MARK DISK
 CY0155_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CY0155_SP_SET: CULVERT
 CY0155_STAMPING: J 194 1939
 CY0155_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CY0155
 CY0155  HISTORY     - Date     Condition        Report By
 CY0155  HISTORY     - 1939     MONUMENTED       CGS
 CY0155  HISTORY     - 1952     GOOD             NGS
 CY0155  HISTORY     - 1979     GOOD             NGS
 CY0155
 CY0155                          STATION DESCRIPTION
 CY0155
 CY0155'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CY0155'7.15 MI SW FROM LORDSBURG.
 CY0155'7.15 MILES SOUTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 CY0155'STATION AT LORDSBURG, 0.1 MILE WEST OF THE SECTION FOREMANS HOUSE AT
 CY0155'GARY, 112 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 240 FEET SOUTH OF
 CY0155'MILEPOST 1141, 18 FEET NORTHWEST OF THE CENTER LINE OF OLD U.S.
 CY0155'HIGHWAY 80, SET IN THE TOP OF THE CENTER OF THE NORTHWEST CONCRETE
 CY0155'HEADWALL OF A 36 INCH PIPE CULVERT.
 CY0155
 CY0155                          STATION RECOVERY (1979)
 CY0155
 CY0155'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CY0155'11.8 KILOMETERS (7.35 MILES) SOUTHWEST ALONG THE SOUTHERN PACIFIC
 CY0155'RAILROAD FROM THE STATION IN LORDSBURG, 0.2 KILOMETER (0.1 MILE)
 CY0155'SOUTHWEST OF BRIDGE 1141.11, IN THE TOP CENTER OF THE NORTHWEST
 CY0155'HEADWALL OF A CULVERT UNDER THE OLD HIGHWAY, 34.4 METERS (113 FEET)
 CY0155'SOUTHEAST OF THE SOUTHEAST RAIL, 96.6 METERS (317 FEET) SOUTHWEST
 CY0155'OF THE JUNCTION OF OLD U. S. HIGHWAY 80 AND GARY ROAD, 22.4 METERS
 CY0155'(74 FEET) SOUTHEAST OF THE FOURTH TELEPHONE POLE SOUTHWEST OF
 CY0155'BRIDGE 1141.11 AND 5.8 METERS (19 FEET) NORTHWEST OF THE CENTERLINE
 CY0155'OF OLD U. S. HIGHWAY 80.
 CY0155'THE MARK IS 0.6 M BELOW OLD HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0156 ***********************************************************************
 GN0156  DESIGNATION -  J 195
 GN0156  PID         -  GN0156
 GN0156  STATE/COUNTY-  NM/RIO ARRIBA
 GN0156  USGS QUAD   -  CANONES (1995)
 GN0156
 GN0156                         *CURRENT SURVEY CONTROL
 GN0156  ___________________________________________________________________
 GN0156* NAD 83(1986)-  36 14 21.     (N)    106 25 20.     (W)     SCALED    
 GN0156* NAVD 88     -      1849.612  (meters)    6068.27   (feet)  ADJUSTED  
 GN0156  ___________________________________________________________________
 GN0156  GEOID HEIGHT-         -18.62  (meters)                     GEOID03
 GN0156  DYNAMIC HT  -        1847.165 (meters)    6060.24  (feet)  COMP
 GN0156  MODELED GRAV-     979,244.0   (mgal)                       NAVD 88
 GN0156
 GN0156  VERT ORDER  -  SECOND    CLASS 0
 GN0156
 GN0156.The horizontal coordinates were scaled from a topographic map and have
 GN0156.an estimated accuracy of +/- 6 seconds.
 GN0156
 GN0156.The orthometric height was determined by differential leveling
 GN0156.and adjusted by the National Geodetic Survey in June 1991..
 GN0156
 GN0156.The geoid height was determined by GEOID03.
 GN0156
 GN0156.The dynamic height is computed by dividing the NAVD 88
 GN0156.geopotential number by the normal gravity value computed on the
 GN0156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GN0156.degrees latitude (g = 980.6199 gals.).
 GN0156
 GN0156.The modeled gravity was interpolated from observed gravity values.
 GN0156
 GN0156;                    North         East    Units  Estimated Accuracy
 GN0156;SPC NM C     -   581,060.      484,520.      MT  (+/- 180 meters Scaled)
 GN0156
 GN0156                          SUPERSEDED SURVEY CONTROL
 GN0156
 GN0156  NGVD 29 (??/??/92) 1848.573  (m)         6064.86   (f) ADJ UNCH    2 0
 GN0156
 GN0156.Superseded values are not recommended for survey control.
 GN0156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0156.See file dsdata.txt to determine how the superseded data were derived.
 GN0156
 GN0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCA722114(NAD 83)
 GN0156_MARKER: DB = BENCH MARK DISK
 GN0156_SETTING: 66 = SET IN ROCK OUTCROP
 GN0156_SP_SET: SET IN ROCK OUTCROP
 GN0156_STAMPING: J 195 1939
 GN0156_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GN0156+STABILITY: POSITION/ELEVATION WELL
 GN0156
 GN0156  HISTORY     - Date     Condition        Report By
 GN0156  HISTORY     - 1939     MONUMENTED       CGS
 GN0156
 GN0156                          STATION DESCRIPTION
 GN0156
 GN0156'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 GN0156'7.4 MI NW FROM ABIQUIU.
 GN0156'ON U.S. HIGHWAY NO. 285, 7.4 MILES NORTHWEST OF POST OFFICE 33.0 FT.
 GN0156'SOUTHEAST OF THE CENTERLINE OF HIGHWAY.  5.0 FT. NORTHWEST OF A LARGE
 GN0156'BOULDER.  4.0 FT. ABOVE THE SURFACE OF HIGHWAY.  SET ON TOP OF A
 GN0156'SANDSTONE OUTCROP, LEVEL WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0434 ***********************************************************************
 GM0434  DESIGNATION -  J 197 RESET
 GM0434  PID         -  GM0434
 GM0434  STATE/COUNTY-  NM/RIO ARRIBA
 GM0434  USGS QUAD   -  CHIMAYO (1994)
 GM0434
 GM0434                         *CURRENT SURVEY CONTROL
 GM0434  ___________________________________________________________________
 GM0434* NAD 83(1986)-  36 00 22.     (N)    105 53 46.     (W)     SCALED    
 GM0434* NAVD 88     -      2030.70   (+/-2cm)    6662.4    (feet)  VERTCON   
 GM0434  ___________________________________________________________________
 GM0434  GEOID HEIGHT-         -17.99  (meters)                     GEOID03
 GM0434
 GM0434  VERT ORDER  -  THIRD (See Below)
 GM0434
 GM0434.The horizontal coordinates were scaled from a topographic map and have
 GM0434.an estimated accuracy of +/- 6 seconds.
 GM0434
 GM0434.The NAVD 88 height was computed by applying the VERTCON shift value to
 GM0434.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GM0434.The vertical order pertains to the NGVD 29 superseded value.
 GM0434
 GM0434.The geoid height was determined by GEOID03.
 GM0434
 GM0434;                    North         East    Units  Estimated Accuracy
 GM0434;SPC NM C     -   555,250.      531,900.      MT  (+/- 180 meters Scaled)
 GM0434
 GM0434                          SUPERSEDED SURVEY CONTROL
 GM0434
 GM0434  NGVD 29 (??/??/??) 2029.68   (m)         6659.0    (f) RESET       3  
 GM0434
 GM0434.Superseded values are not recommended for survey control.
 GM0434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0434.See file dsdata.txt to determine how the superseded data were derived.
 GM0434
 GM0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV192849(NAD 83)
 GM0434_MARKER: DB = BENCH MARK DISK
 GM0434_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GM0434_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GM0434_STAMPING: J 197 RESET 1953
 GM0434_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GM0434+STABILITY: SURFACE MOTION
 GM0434
 GM0434  HISTORY     - Date     Condition        Report By
 GM0434  HISTORY     - 1953     MONUMENTED       NMHD
 GM0434  HISTORY     - 1954     GOOD             USGS
 GM0434
 GM0434                          STATION DESCRIPTION
 GM0434
 GM0434'DESCRIBED BY NM HIGHWAY DEPT 1953
 GM0434'2.1 MI NE FROM CHIMAYO.
 GM0434'IN RIO ARRIBA COUNTY, 2.1 MILES NORTHEAST ALONG A ROAD LEADING TO
 GM0434'TRUCHAS FROM THE PUBLIC SCHOOL AT CHIMAYO, SANTA FE COUNTY, AT THE TOP
 GM0434'OF A LONG GRADE, ON THE TOP OF A SMALL KNOLL, 40 FEET NORTH OF THE
 GM0434'CENTER LINE OF THE ROAD, AND 3 FEET WEST OF A WHITE WOODEN WITNESS
 GM0434'POST.  A STANDARD DISK, STAMPED J 197 RESET 1953 AND SET IN THE TOP OF
 GM0434'A CONCRETE POST PROJECTING 0.4 FOOT ABOVE GROUND.
 GM0434
 GM0434                          STATION RECOVERY (1954)
 GM0434
 GM0434'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 GM0434'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0342 ***********************************************************************
 EO0342  DESIGNATION -  J 199
 EO0342  PID         -  EO0342
 EO0342  STATE/COUNTY-  NM/ROOSEVELT
 EO0342  USGS QUAD   -  MIDWAY (1985)
 EO0342
 EO0342                         *CURRENT SURVEY CONTROL
 EO0342  ___________________________________________________________________
 EO0342* NAD 83(1986)-  34 17 16.     (N)    103 13 25.     (W)     SCALED    
 EO0342* NAVD 88     -      1258.797  (meters)    4129.90   (feet)  ADJUSTED  
 EO0342  ___________________________________________________________________
 EO0342  GEOID HEIGHT-         -23.34  (meters)                     GEOID03
 EO0342  DYNAMIC HT  -        1257.157 (meters)    4124.52  (feet)  COMP
 EO0342  MODELED GRAV-     979,289.2   (mgal)                       NAVD 88
 EO0342
 EO0342  VERT ORDER  -  FIRST     CLASS II
 EO0342
 EO0342.The horizontal coordinates were scaled from a topographic map and have
 EO0342.an estimated accuracy of +/- 6 seconds.
 EO0342
 EO0342.The orthometric height was determined by differential leveling
 EO0342.and adjusted by the National Geodetic Survey in June 1991..
 EO0342
 EO0342.The geoid height was determined by GEOID03.
 EO0342
 EO0342.The dynamic height is computed by dividing the NAVD 88
 EO0342.geopotential number by the normal gravity value computed on the
 EO0342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0342.degrees latitude (g = 980.6199 gals.).
 EO0342
 EO0342.The modeled gravity was interpolated from observed gravity values.
 EO0342
 EO0342;                    North         East    Units  Estimated Accuracy
 EO0342;SPC NM E     -   365,130.      267,170.      MT  (+/- 180 meters Scaled)
 EO0342
 EO0342                          SUPERSEDED SURVEY CONTROL
 EO0342
 EO0342  NGVD 29 (??/??/92) 1258.233  (m)         4128.05   (f) ADJ UNCH    1 2
 EO0342
 EO0342.Superseded values are not recommended for survey control.
 EO0342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0342.See file dsdata.txt to determine how the superseded data were derived.
 EO0342
 EO0342_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFT635954(NAD 83)
 EO0342_MARKER: DB = BENCH MARK DISK
 EO0342_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EO0342_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EO0342_STAMPING: J 199 1940
 EO0342_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EO0342+STABILITY: SURFACE MOTION
 EO0342
 EO0342  HISTORY     - Date     Condition        Report By
 EO0342  HISTORY     - 1940     MONUMENTED       CGS
 EO0342  HISTORY     - 1982     MARK NOT FOUND   NGS
 EO0342
 EO0342                          STATION DESCRIPTION
 EO0342
 EO0342'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 EO0342'8.5 MI S FROM CAMEO.
 EO0342'IN ROOSEVELT COUNTY, 8.5 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND
 EO0342'SANTA FE RAILWAY FROM THE STATION AT CLOVIS, CURRY COUNTY, AT THE
 EO0342'SIDING AT CAMEO, 300 FEET NORTHEAST OF THE STATION SIGN, 47 FEET EAST
 EO0342'OF THE CENTERLINE OF THE MAIN TRACK, MIDWAY BETWEEN THE NORTHERN-MOST
 EO0342'TWO COTTONWOOD TREES AT THE NORTH END OF A ROW OF NINE TREES
 EO0342'PARALLELING THE TRACK, AND 2 FEET SOUTH OF A WHITE WOODEN WITNESS
 EO0342'POST.  A STANDARD DISK, STAMPED J 199 1940 AND SET IN THE TOP OF A
 EO0342'CONCRETE POST PROJECTING 0.3 FOOT ABOVE GROUND.
 EO0342
 EO0342                          STATION RECOVERY (1982)
 EO0342
 EO0342'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 EO0342'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0310 ***********************************************************************
 EQ0310  DESIGNATION -  J 2
 EQ0310  PID         -  EQ0310
 EQ0310  STATE/COUNTY-  NM/VALENCIA
 EQ0310  USGS QUAD   -  DALIES (1991)
 EQ0310
 EQ0310                         *CURRENT SURVEY CONTROL
 EQ0310  ___________________________________________________________________
 EQ0310* NAD 83(1986)-  34 50 09.     (N)    106 48 27.     (W)     SCALED    
 EQ0310* NAVD 88     -      1582.563  (meters)    5192.13   (feet)  POSTED    
 EQ0310  ___________________________________________________________________
 EQ0310  GEOID HEIGHT-         -21.83  (meters)                     GEOID03
 EQ0310  DYNAMIC HT  -        1580.360 (meters)    5184.90  (feet)  COMP
 EQ0310  MODELED GRAV-     979,188.6   (mgal)                       NAVD 88
 EQ0310
 EQ0310  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EQ0310
 EQ0310.The horizontal coordinates were scaled from a topographic map and have
 EQ0310.an estimated accuracy of +/- 6 seconds.
 EQ0310
 EQ0310.The orthometric height was determined by differential leveling
 EQ0310.and adjusted by the National Geodetic Survey in 1992..
 EQ0310.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EQ0310.rate of 0.0 thru 1.0 mm/km.
 EQ0310
 EQ0310.The geoid height was determined by GEOID03.
 EQ0310
 EQ0310.The dynamic height is computed by dividing the NAVD 88
 EQ0310.geopotential number by the normal gravity value computed on the
 EQ0310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0310.degrees latitude (g = 980.6199 gals.).
 EQ0310
 EQ0310.The modeled gravity was interpolated from observed gravity values.
 EQ0310
 EQ0310;                    North         East    Units  Estimated Accuracy
 EQ0310;SPC NM C     -   425,510.      449,010.      MT  (+/- 180 meters Scaled)
 EQ0310
 EQ0310                          SUPERSEDED SURVEY CONTROL
 EQ0310
 EQ0310  NGVD 29 (??/??/92) 1581.684  (m)         5189.24   (f) ADJ UNCH    1 2
 EQ0310
 EQ0310.Superseded values are not recommended for survey control.
 EQ0310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0310.See file dsdata.txt to determine how the superseded data were derived.
 EQ0310
 EQ0310_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU347563(NAD 83)
 EQ0310_MARKER: Z = SEE DESCRIPTION
 EQ0310_SETTING: 66 = SET IN ROCK OUTCROP
 EQ0310_SP_SET: STONE
 EQ0310_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EQ0310+STABILITY: POSITION/ELEVATION WELL
 EQ0310
 EQ0310  HISTORY     - Date     Condition        Report By
 EQ0310  HISTORY     - UNK      MONUMENTED       CGS
 EQ0310  HISTORY     - 1909     GOOD             NGS
 EQ0310  HISTORY     - 1934     GOOD             NGS
 EQ0310
 EQ0310                          STATION DESCRIPTION
 EQ0310
 EQ0310'DESCRIBED BY NATIONAL GEODETIC SURVEY 1909
 EQ0310'2.5 MI E FROM SANDIA.
 EQ0310'2.5 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 EQ0310'SANDIA, VALENCIA COUNTY, 3 POLES EAST OF MILEPOST 21, AT STEEL I-BEAM
 EQ0310'BRIDGE NO. C 21, IN THE TOP OF THE NORTH END OF THE WEST ABUTMENT, 13
 EQ0310'INCHES FROM THE FACE OF THE ABUTMENT, AND 10 INCHES FROM THE END OF
 EQ0310'THE COPING STONE.  THE BOTTOM OF A SQUARE HOLE, SURROUNDED BY THE
 EQ0310'LETTERS US.
 EQ0310
 EQ0310                          STATION RECOVERY (1934)
 EQ0310
 EQ0310'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 EQ0310'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0078 ***********************************************************************
 EQ0078  DESIGNATION -  J 2
 EQ0078  PID         -  EQ0078
 EQ0078  STATE/COUNTY-  NM/BERNALILLO
 EQ0078  USGS QUAD   -  ESCABOSA (1995)
 EQ0078
 EQ0078                         *CURRENT SURVEY CONTROL
 EQ0078  ___________________________________________________________________
 EQ0078* NAD 83(1986)-  34 59 24.     (N)    106 19 49.     (W)     SCALED    
 EQ0078* NAVD 88     -      2306.007  (meters)    7565.62   (feet)  ADJUSTED  
 EQ0078  ___________________________________________________________________
 EQ0078  GEOID HEIGHT-         -19.43  (meters)                     GEOID03
 EQ0078  DYNAMIC HT  -        2302.703 (meters)    7554.78  (feet)  COMP
 EQ0078  MODELED GRAV-     979,117.3   (mgal)                       NAVD 88
 EQ0078
 EQ0078  VERT ORDER  -  SECOND    CLASS 0
 EQ0078
 EQ0078.The horizontal coordinates were scaled from a topographic map and have
 EQ0078.an estimated accuracy of +/- 6 seconds.
 EQ0078
 EQ0078.The orthometric height was determined by differential leveling
 EQ0078.and adjusted by the National Geodetic Survey in June 1991..
 EQ0078
 EQ0078.The geoid height was determined by GEOID03.
 EQ0078
 EQ0078.The dynamic height is computed by dividing the NAVD 88
 EQ0078.geopotential number by the normal gravity value computed on the
 EQ0078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0078.degrees latitude (g = 980.6199 gals.).
 EQ0078
 EQ0078.The modeled gravity was interpolated from observed gravity values.
 EQ0078
 EQ0078;                    North         East    Units  Estimated Accuracy
 EQ0078;SPC NM C     -   442,470.      492,670.      MT  (+/- 180 meters Scaled)
 EQ0078
 EQ0078                          SUPERSEDED SURVEY CONTROL
 EQ0078
 EQ0078  NGVD 29 (??/??/92) 2305.103  (m)         7562.66   (f) ADJ UNCH    2 0
 EQ0078
 EQ0078.Superseded values are not recommended for survey control.
 EQ0078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0078.See file dsdata.txt to determine how the superseded data were derived.
 EQ0078
 EQ0078_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU785727(NAD 83)
 EQ0078_MARKER: DD = SURVEY DISK
 EQ0078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EQ0078_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EQ0078_STAMPING: J-2, 1934
 EQ0078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EQ0078+STABILITY: SURFACE MOTION
 EQ0078
 EQ0078  HISTORY     - Date     Condition        Report By
 EQ0078  HISTORY     - 1934     MONUMENTED       USFS
 EQ0078  HISTORY     - 1935     GOOD             NGS
 EQ0078
 EQ0078                          STATION DESCRIPTION
 EQ0078
 EQ0078'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 EQ0078'3.2 MI NW FROM YRISARRI.
 EQ0078'3.2 MI. N.W. ALONG ROAD TO TIJERAS RANGER STA. 300 FT. S. E. OF THE
 EQ0078'B.P.R. HWY. STATION NO. 500, 100 FT. W. OF A FOREST BOUNDARY SIGN, AND
 EQ0078'52 FT. E. OF THE CENTER LINE OF THE ROAD AND ABOUT 3 FT. ABOVE THE
 EQ0078'LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0222 ***********************************************************************
 GM0222  DESIGNATION -  J 20
 GM0222  PID         -  GM0222
 GM0222  STATE/COUNTY-  NM/COLFAX
 GM0222  USGS QUAD   -  MAXWELL (1971)
 GM0222
 GM0222                         *CURRENT SURVEY CONTROL
 GM0222  ___________________________________________________________________
 GM0222* NAD 83(1986)-  36 32 30.     (N)    104 32 13.     (W)     SCALED    
 GM0222* NAVD 88     -      1799.284  (meters)    5903.15   (feet)  POSTED    
 GM0222  ___________________________________________________________________
 GM0222  GEOID HEIGHT-         -18.68  (meters)                     GEOID03
 GM0222  DYNAMIC HT  -        1797.030 (meters)    5895.76  (feet)  COMP
 GM0222  MODELED GRAV-     979,312.5   (mgal)                       NAVD 88
 GM0222
 GM0222  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 GM0222
 GM0222.The horizontal coordinates were scaled from a topographic map and have
 GM0222.an estimated accuracy of +/- 6 seconds.
 GM0222
 GM0222.The orthometric height was determined by differential leveling
 GM0222.and adjusted by the National Geodetic Survey in 1992..
 GM0222.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 GM0222.rate of 1.1 thru 2.0 mm/km.
 GM0222
 GM0222.The geoid height was determined by GEOID03.
 GM0222
 GM0222.The dynamic height is computed by dividing the NAVD 88
 GM0222.geopotential number by the normal gravity value computed on the
 GM0222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GM0222.degrees latitude (g = 980.6199 gals.).
 GM0222
 GM0222.The modeled gravity was interpolated from observed gravity values.
 GM0222
 GM0222;                    North         East    Units  Estimated Accuracy
 GM0222;SPC NM E     -   614,640.      146,770.      MT  (+/- 180 meters Scaled)
 GM0222
 GM0222                          SUPERSEDED SURVEY CONTROL
 GM0222
 GM0222  NGVD 29 (??/??/92) 1798.439  (m)         5900.38   (f) ADJ UNCH    1 2
 GM0222
 GM0222.Superseded values are not recommended for survey control.
 GM0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0222.See file dsdata.txt to determine how the superseded data were derived.
 GM0222
 GM0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEA414441(NAD 83)
 GM0222_MARKER: DB = BENCH MARK DISK
 GM0222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GM0222_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GM0222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GM0222+STABILITY: SURFACE MOTION
 GM0222
 GM0222  HISTORY     - Date     Condition        Report By
 GM0222  HISTORY     - UNK      MONUMENTED       CGS
 GM0222  HISTORY     - 1929     GOOD             NGS
 GM0222  HISTORY     - 1934     GOOD             NGS
 GM0222
 GM0222                          STATION DESCRIPTION
 GM0222
 GM0222'DESCRIBED BY NATIONAL GEODETIC SURVEY 1929
 GM0222'0.25 MI N FROM MAXWELL.
 GM0222'1/4 MILE N OF SANTA FE DEPOT, 8 TELEPHONE POLES ACROSS TRACK FROM
 GM0222'NORTH OF MILE POST 686, 99 FEET EAST OF THE CENTERLINE OF THE MAIN
 GM0222'TRACKS ON RIGHT OF WAY OF ATCHISON TAPERY AND SANTE FE R.R.
 GM0222
 GM0222                          STATION RECOVERY (1934)
 GM0222
 GM0222'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 GM0222'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0422 ***********************************************************************
 EO0422  DESIGNATION -  J 200
 EO0422  PID         -  EO0422
 EO0422  STATE/COUNTY-  NM/ROOSEVELT
 EO0422  USGS QUAD   -  FLOYD SE (1987)
 EO0422
 EO0422                         *CURRENT SURVEY CONTROL
 EO0422  ___________________________________________________________________
 EO0422* NAD 83(1986)-  34 00 05.     (N)    103 35 33.     (W)     SCALED    
 EO0422* NAVD 88     -      1339.372  (meters)    4394.26   (feet)  ADJUSTED  
 EO0422  ___________________________________________________________________
 EO0422  GEOID HEIGHT-         -22.75  (meters)                     GEOID03
 EO0422  DYNAMIC HT  -        1337.587 (meters)    4388.40  (feet)  COMP
 EO0422  MODELED GRAV-     979,256.3   (mgal)                       NAVD 88
 EO0422
 EO0422  VERT ORDER  -  FIRST     CLASS II
 EO0422
 EO0422.The horizontal coordinates were scaled from a topographic map and have
 EO0422.an estimated accuracy of +/- 6 seconds.
 EO0422
 EO0422.The orthometric height was determined by differential leveling
 EO0422.and adjusted by the National Geodetic Survey in June 1991..
 EO0422
 EO0422.The geoid height was determined by GEOID03.
 EO0422
 EO0422.The dynamic height is computed by dividing the NAVD 88
 EO0422.geopotential number by the normal gravity value computed on the
 EO0422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0422.degrees latitude (g = 980.6199 gals.).
 EO0422
 EO0422.The modeled gravity was interpolated from observed gravity values.
 EO0422
 EO0422;                    North         East    Units  Estimated Accuracy
 EO0422;SPC NM E     -   333,060.      233,440.      MT  (+/- 180 meters Scaled)
 EO0422
 EO0422                          SUPERSEDED SURVEY CONTROL
 EO0422
 EO0422.No superseded survey control is available for this station.
 EO0422
 EO0422_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFT299632(NAD 83)
 EO0422_MARKER: DB = BENCH MARK DISK
 EO0422_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EO0422_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EO0422_STAMPING: J 200 1940
 EO0422_MARK LOGO: CGS   
 EO0422_PROJECTION: PROJECTING 5 CENTIMETERS
 EO0422_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EO0422+STABILITY: SURFACE MOTION
 EO0422
 EO0422  HISTORY     - Date     Condition        Report By
 EO0422  HISTORY     - 1940     MONUMENTED       CGS
 EO0422  HISTORY     - 1982     GOOD             NGS
 EO0422
 EO0422                          STATION DESCRIPTION
 EO0422
 EO0422'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 EO0422'5.2 MI NE FROM ELIDA.
 EO0422'5.2 MILES NORTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 EO0422'FROM THE STATION AT ELIDA, 78 FEET SOUTHWEST OF MILEPOST 37, 98 FEET
 EO0422'SOUTHEAST OF THE CENTERLINE OF THE TRACK, 42 FEET NORTHWEST OF THE
 EO0422'CENTERLINE OF U.S. HIGHWAY 70, IN LINE WITH IRON MILEPOST 37 AND AN
 EO0422'IRON RIGHT-OF-WAY POST, 2 FEET NORTHWEST OF THE IRON RIGHT-OF-WAY
 EO0422'POST, AND 3 FEET NORTHEAST OF A WHITE WOODEN WITNESS POST.  A STANDARD
 EO0422'DISK, STAMPED J 200 1940 AND SET IN THE TOP OF A CONCRETE POST
 EO0422'PROJECTING 0.4 FOOT ABOVE GROUND.
 EO0422
 EO0422                          STATION RECOVERY (1982)
 EO0422
 EO0422'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 EO0422'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  24.7 KM (15.35
 EO0422'MI) NORTHEASTERLY ALONG U.S. HIGHWAY 70 FROM THE POST OFFICE IN
 EO0422'KENNA, 28.8 METERS (94.5 FT) SOUTHEAST OF THE NEAR RAIL OF THE SANTA
 EO0422'FE RAILROAD, 26.1 METERS (85.6 FT) SOUTHEAST OF RAILROAD MILEPOST 37,
 EO0422'24.0 METERS (78.7 FT) SOUTH-SOUTHWEST OF A UTILITY POLE, 16.1 METERS
 EO0422'(52.8 FT) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY AND 0.9 METER
 EO0422'(3.0 FT) NORTHWEST OF A STEEL RIGHT-OF-WAY MARKER.
 EO0422'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 EO0422'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0576 ***********************************************************************
 DQ0576  DESIGNATION -  J 201
 DQ0576  PID         -  DQ0576
 DQ0576  STATE/COUNTY-  NM/CHAVES
 DQ0576  USGS QUAD   -  KENNA SW (1979)
 DQ0576
 DQ0576                         *CURRENT SURVEY CONTROL
 DQ0576  ___________________________________________________________________
 DQ0576* NAD 83(1986)-  33 46 19.     (N)    103 54 25.     (W)     SCALED    
 DQ0576* NAVD 88     -      1280.795  (meters)    4202.07   (feet)  ADJUSTED  
 DQ0576  ___________________________________________________________________
 DQ0576  GEOID HEIGHT-         -22.98  (meters)                     GEOID03
 DQ0576  DYNAMIC HT  -        1279.057 (meters)    4196.37  (feet)  COMP
 DQ0576  MODELED GRAV-     979,235.4   (mgal)                       NAVD 88
 DQ0576
 DQ0576  VERT ORDER  -  FIRST     CLASS II
 DQ0576
 DQ0576.The horizontal coordinates were scaled from a topographic map and have
 DQ0576.an estimated accuracy of +/- 6 seconds.
 DQ0576
 DQ0576.The orthometric height was determined by differential leveling
 DQ0576.and adjusted by the National Geodetic Survey in June 1991..
 DQ0576.WARNING-Repeat measurements at this control monument indicate possible
 DQ0576.vertical movement.
 DQ0576
 DQ0576.The geoid height was determined by GEOID03.
 DQ0576
 DQ0576.The dynamic height is computed by dividing the NAVD 88
 DQ0576.geopotential number by the normal gravity value computed on the
 DQ0576.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0576.degrees latitude (g = 980.6199 gals.).
 DQ0576
 DQ0576.The modeled gravity was interpolated from observed gravity values.
 DQ0576
 DQ0576;                    North         East    Units  Estimated Accuracy
 DQ0576;SPC NM E     -   307,450.      204,490.      MT  (+/- 180 meters Scaled)
 DQ0576
 DQ0576                          SUPERSEDED SURVEY CONTROL
 DQ0576
 DQ0576.No superseded survey control is available for this station.
 DQ0576
 DQ0576_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFT012374(NAD 83)
 DQ0576_MARKER: DB = BENCH MARK DISK
 DQ0576_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DQ0576_SP_SET: BRIDGE
 DQ0576_STAMPING: J 201 1941
 DQ0576_MARK LOGO: CGS   
 DQ0576_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ0576
 DQ0576  HISTORY     - Date     Condition        Report By
 DQ0576  HISTORY     - 1941     MONUMENTED       CGS
 DQ0576  HISTORY     - 1944     GOOD             NGS
 DQ0576  HISTORY     - 1982     GOOD             NGS
 DQ0576
 DQ0576                          STATION DESCRIPTION
 DQ0576
 DQ0576'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 DQ0576'4.4 MI NE FROM BOAZ.
 DQ0576'4.4 MILES NORTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 DQ0576'FROM THE STATION AT BOAZ, 200 FEET NORTH OF THE NORTHEAST END OF
 DQ0576'RAILROAD BRIDGE G1 A, ON U.S. HIGHWAY 70, AT A CONCRETE BRIDGE OVER A
 DQ0576'WIDE WASH, IN THE TOP OF THE NORTHEAST END OF THE SOUTHEAST GUARDRAIL,
 DQ0576'17.5 FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, AND ABOUT 1 FOOT
 DQ0576'HIGHER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED J 201 1941.
 DQ0576
 DQ0576                          STATION RECOVERY (1982)
 DQ0576
 DQ0576'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 DQ0576'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  14.6 KM (9.05
 DQ0576'MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 70 FROM THE POST OFFICE IN
 DQ0576'KENNA, IN TOP OF THE NORTHEAST END OF THE SOUTHEAST CONCRETE HEADWALL
 DQ0576'OF A 14-CHANNEL CONCRETE CULVERT SPANNING A DRY WASH, 0.1 KM (0.05 MI)
 DQ0576'NORTHEAST OF MILEPOST 380 AND 5.3 METERS (17.4 FT) SOUTHEAST OF THE
 DQ0576'CENTERLINE OF THE HIGHWAY.
 DQ0576'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0054 ***********************************************************************
 DR0054  DESIGNATION -  J 202
 DR0054  PID         -  DR0054
 DR0054  STATE/COUNTY-  NM/CHAVES
 DR0054  USGS QUAD   -  ACME (1982)
 DR0054
 DR0054                         *CURRENT SURVEY CONTROL
 DR0054  ___________________________________________________________________
 DR0054* NAD 83(1986)-  33 35 32.     (N)    104 19 48.     (W)     SCALED    
 DR0054* NAVD 88     -      1123.299  (meters)    3685.36   (feet)  ADJUSTED  
 DR0054  ___________________________________________________________________
 DR0054  GEOID HEIGHT-         -23.23  (meters)                     GEOID03
 DR0054  DYNAMIC HT  -        1121.795 (meters)    3680.42  (feet)  COMP
 DR0054  MODELED GRAV-     979,259.6   (mgal)                       NAVD 88
 DR0054
 DR0054  VERT ORDER  -  FIRST     CLASS II
 DR0054
 DR0054.The horizontal coordinates were scaled from a topographic map and have
 DR0054.an estimated accuracy of +/- 6 seconds.
 DR0054
 DR0054.The orthometric height was determined by differential leveling
 DR0054.and adjusted by the National Geodetic Survey in June 1991..
 DR0054
 DR0054.The geoid height was determined by GEOID03.
 DR0054
 DR0054.The dynamic height is computed by dividing the NAVD 88
 DR0054.geopotential number by the normal gravity value computed on the
 DR0054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0054.degrees latitude (g = 980.6199 gals.).
 DR0054
 DR0054.The modeled gravity was interpolated from observed gravity values.
 DR0054
 DR0054;                    North         East    Units  Estimated Accuracy
 DR0054;SPC NM E     -   287,430.      165,310.      MT  (+/- 180 meters Scaled)
 DR0054
 DR0054                          SUPERSEDED SURVEY CONTROL
 DR0054
 DR0054  NGVD 29 (??/??/92) 1122.759  (m)         3683.59   (f) ADJ UNCH    1 2
 DR0054
 DR0054.Superseded values are not recommended for survey control.
 DR0054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0054.See file dsdata.txt to determine how the superseded data were derived.
 DR0054
 DR0054_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SET621171(NAD 83)
 DR0054_MARKER: DB = BENCH MARK DISK
 DR0054_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DR0054_SP_SET: CISTERN
 DR0054_STAMPING: J 202 1941
 DR0054_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR0054
 DR0054  HISTORY     - Date     Condition        Report By
 DR0054  HISTORY     - 1941     MONUMENTED       CGS
 DR0054  HISTORY     - 1961     GOOD             NGS
 DR0054  HISTORY     - 1982     MARK NOT FOUND   NGS
 DR0054
 DR0054                          STATION DESCRIPTION
 DR0054
 DR0054'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 DR0054'IN ACME.
 DR0054'AT ACME, CHAVES COUNTY, ON THE ATCHISON, TOPEKA AND SANTA FE RAILWAY,
 DR0054'160 FEET WEST OF THE WEST END OF THE STATION, OPPOSITE MILEPOST 90,
 DR0054'31.5 FEET NORTH OF THE CENTERLINE OF THE MAIN TRACK, IN THE TOP OF THE
 DR0054'SOUTH SIDE OF A CONCRETE CISTERN, AND ABOUT 2 FEET HIGHER THAN THE
 DR0054'MAIN TRACK.  A STANDARD DISK, STAMPED J 202 1941.
 DR0054
 DR0054                          STATION RECOVERY (1961)
 DR0054
 DR0054'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 DR0054'RECOVERED IN GOOD CONDITION.
 DR0054
 DR0054                          STATION RECOVERY (1982)
 DR0054
 DR0054'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 DR0054'THE TOP OF THE CISTERN HAS BEEN BULDOZED OFF AND FILLED AND THE MARK
 DR0054'SHOULD BE CONSIDERED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0795 ***********************************************************************
 DR0795  DESIGNATION -  J 204
 DR0795  PID         -  DR0795
 DR0795  STATE/COUNTY-  NM/CHAVES
 DR0795  USGS QUAD   -  CONNOR WELL (1952)
 DR0795
 DR0795                         *CURRENT SURVEY CONTROL
 DR0795  ___________________________________________________________________
 DR0795* NAD 83(1986)-  33 12 19.     (N)    104 06 59.     (W)     SCALED    
 DR0795* NAVD 88     -      1106.936  (meters)    3631.67   (feet)  ADJUSTED  
 DR0795  ___________________________________________________________________
 DR0795  GEOID HEIGHT-         -22.93  (meters)                     GEOID03
 DR0795  DYNAMIC HT  -        1105.430 (meters)    3626.73  (feet)  COMP
 DR0795  MODELED GRAV-     979,238.6   (mgal)                       NAVD 88
 DR0795
 DR0795  VERT ORDER  -  SECOND    CLASS 0
 DR0795
 DR0795.The horizontal coordinates were scaled from a topographic map and have
 DR0795.an estimated accuracy of +/- 6 seconds.
 DR0795
 DR0795.The orthometric height was determined by differential leveling
 DR0795.and adjusted by the National Geodetic Survey in June 1991..
 DR0795
 DR0795.The geoid height was determined by GEOID03.
 DR0795
 DR0795.The dynamic height is computed by dividing the NAVD 88
 DR0795.geopotential number by the normal gravity value computed on the
 DR0795.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0795.degrees latitude (g = 980.6199 gals.).
 DR0795
 DR0795.The modeled gravity was interpolated from observed gravity values.
 DR0795
 DR0795;                    North         East    Units  Estimated Accuracy
 DR0795;SPC NM E     -   244,540.      185,230.      MT  (+/- 180 meters Scaled)
 DR0795
 DR0795                          SUPERSEDED SURVEY CONTROL
 DR0795
 DR0795  NGVD 29 (??/??/92) 1106.480  (m)         3630.18   (f) ADJ UNCH    2 0
 DR0795
 DR0795.Superseded values are not recommended for survey control.
 DR0795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0795.See file dsdata.txt to determine how the superseded data were derived.
 DR0795
 DR0795_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES823743(NAD 83)
 DR0795_MARKER: DB = BENCH MARK DISK
 DR0795_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR0795_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DR0795_STAMPING: J 204 1941
 DR0795_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR0795+STABILITY: SURFACE MOTION
 DR0795
 DR0795  HISTORY     - Date     Condition        Report By
 DR0795  HISTORY     - 1941     MONUMENTED       CGS
 DR0795
 DR0795                          STATION DESCRIPTION
 DR0795
 DR0795'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 DR0795'17.0 MI E FROM DEXTER.
 DR0795'TO REACH BENCH MARK FROM THE DEXTER RAILROAD STATION, PROCEED EAST ON
 DR0795'MAIN ROAD, GO 2.0 MILES.  THENCE, TURN LEFT (NORTH), GO 0.8 MILES.
 DR0795'THENCE, TURN RIGHT (NORTHEAST), GO 0.3 MILES.  THENCE TURN RIGHT
 DR0795'(EASTERLY), GO 1.7 MILES.  THENCE, TURN RIGHT (SOUTH), GO 0.6 MILES.
 DR0795'THENCE, TURN LEFT (EASTERLY), GO 2.6 MILES TO A FORK IN ROAD. THENCE,
 DR0795'TAKE LEFT FORK, GO 0.2 MILES TO FORK IN ROAD.  THENCE, TAKE RIGHT FORK
 DR0795'AND GO 7.6 MILES TO A GATE NEAR A LARGE STEEL TANK, PASS THROUGH GATE
 DR0795'AND CONTINUE EASTERLY 1.2 MILES TO SITE OF BENCH MARK. BENCH MARK IS
 DR0795'ABOUT 1.1 MILES EAST OF A LARGE STEEL WATER TANK.  27 FEET NORTH OF
 DR0795'AND ABOUT THE SAME ELEVATION AS THE CENTER LINE OF THE ROAD. 3 FEET
 DR0795'WEST OF A 4 X 4 INCH WOODEN MARKER POST.  THE MONUMENT PROJECTS 0.7
 DR0795'FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0164 ***********************************************************************
 DR0164  DESIGNATION -  J 205
 DR0164  PID         -  DR0164
 DR0164  STATE/COUNTY-  NM/CHAVES
 DR0164  USGS QUAD   -  HAGERMAN (1975)
 DR0164
 DR0164                         *CURRENT SURVEY CONTROL
 DR0164  ___________________________________________________________________
 DR0164* NAD 83(1986)-  33 07 06.     (N)    104 16 21.     (W)     SCALED    
 DR0164* NAVD 88     -      1038.101  (meters)    3405.84   (feet)  ADJUSTED  
 DR0164  ___________________________________________________________________
 DR0164  GEOID HEIGHT-         -23.09  (meters)                     GEOID03
 DR0164  DYNAMIC HT  -        1036.688 (meters)    3401.20  (feet)  COMP
 DR0164  MODELED GRAV-     979,241.5   (mgal)                       NAVD 88
 DR0164
 DR0164  VERT ORDER  -  SECOND    CLASS 0
 DR0164
 DR0164.The horizontal coordinates were scaled from a topographic map and have
 DR0164.an estimated accuracy of +/- 6 seconds.
 DR0164
 DR0164.The orthometric height was determined by differential leveling
 DR0164.and adjusted by the National Geodetic Survey in June 1991..
 DR0164
 DR0164.The geoid height was determined by GEOID03.
 DR0164
 DR0164.The dynamic height is computed by dividing the NAVD 88
 DR0164.geopotential number by the normal gravity value computed on the
 DR0164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0164.degrees latitude (g = 980.6199 gals.).
 DR0164
 DR0164.The modeled gravity was interpolated from observed gravity values.
 DR0164
 DR0164;                    North         East    Units  Estimated Accuracy
 DR0164;SPC NM E     -   234,880.      170,680.      MT  (+/- 180 meters Scaled)
 DR0164
 DR0164                          SUPERSEDED SURVEY CONTROL
 DR0164
 DR0164  NGVD 29 (??/??/92) 1037.640  (m)         3404.32   (f) ADJ UNCH    2 0
 DR0164
 DR0164.Superseded values are not recommended for survey control.
 DR0164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0164.See file dsdata.txt to determine how the superseded data were derived.
 DR0164
 DR0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES678646(NAD 83)
 DR0164_MARKER: DB = BENCH MARK DISK
 DR0164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR0164_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DR0164_STAMPING: J 205 1941
 DR0164_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR0164+STABILITY: SURFACE MOTION
 DR0164
 DR0164  HISTORY     - Date     Condition        Report By
 DR0164  HISTORY     - 1941     MONUMENTED       CGS
 DR0164  HISTORY     - 1961     GOOD             NGS
 DR0164
 DR0164                          STATION DESCRIPTION
 DR0164
 DR0164'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 DR0164'3.2 MI E FROM HAGERMAN.
 DR0164'3.2 MILES ALONG STATE HIGHWAY 31 FROM THE POST OFFICE AT HAGERMAN, 27
 DR0164'FEET NORTH OF CENTERLINE OF HIGHWAY, 33 FEET SOUTH OF RIGHT OF WAY
 DR0164'FENCE, 1.8 FEET EAST OF A METAL WITNESS POST WITH SIGN, LEVEL WITH
 DR0164'ROAD, SET IN TOP OF A SQUARE CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0214 ***********************************************************************
 DR0214  DESIGNATION -  J 206
 DR0214  PID         -  DR0214
 DR0214  STATE/COUNTY-  NM/CHAVES
 DR0214  USGS QUAD   -  DERRICK DRAW (1975)
 DR0214
 DR0214                         *CURRENT SURVEY CONTROL
 DR0214  ___________________________________________________________________
 DR0214* NAD 83(1986)-  33 04 01.     (N)    104 10 05.     (W)     SCALED    
 DR0214* NAVD 88     -      1066.098  (meters)    3497.69   (feet)  ADJUSTED  
 DR0214  ___________________________________________________________________
 DR0214  GEOID HEIGHT-         -22.92  (meters)                     GEOID03
 DR0214  DYNAMIC HT  -        1064.639 (meters)    3492.90  (feet)  COMP
 DR0214  MODELED GRAV-     979,232.6   (mgal)                       NAVD 88
 DR0214
 DR0214  VERT ORDER  -  SECOND    CLASS 0
 DR0214
 DR0214.The horizontal coordinates were scaled from a topographic map and have
 DR0214.an estimated accuracy of +/- 6 seconds.
 DR0214
 DR0214.The orthometric height was determined by differential leveling
 DR0214.and adjusted by the National Geodetic Survey in June 1991..
 DR0214
 DR0214.The geoid height was determined by GEOID03.
 DR0214
 DR0214.The dynamic height is computed by dividing the NAVD 88
 DR0214.geopotential number by the normal gravity value computed on the
 DR0214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0214.degrees latitude (g = 980.6199 gals.).
 DR0214
 DR0214.The modeled gravity was interpolated from observed gravity values.
 DR0214
 DR0214;                    North         East    Units  Estimated Accuracy
 DR0214;SPC NM E     -   229,190.      180,430.      MT  (+/- 180 meters Scaled)
 DR0214
 DR0214                          SUPERSEDED SURVEY CONTROL
 DR0214
 DR0214  NGVD 29 (??/??/92) 1065.625  (m)         3496.14   (f) ADJ UNCH    2 0
 DR0214
 DR0214.Superseded values are not recommended for survey control.
 DR0214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0214.See file dsdata.txt to determine how the superseded data were derived.
 DR0214
 DR0214_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES776590(NAD 83)
 DR0214_MARKER: DB = BENCH MARK DISK
 DR0214_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR0214_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DR0214_STAMPING: J 206 1941
 DR0214_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR0214+STABILITY: SURFACE MOTION
 DR0214
 DR0214  HISTORY     - Date     Condition        Report By
 DR0214  HISTORY     - 1941     MONUMENTED       CGS
 DR0214
 DR0214                          STATION DESCRIPTION
 DR0214
 DR0214'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 DR0214'11.6 MI SE FROM HAGERMAN.
 DR0214'TO REACH BENCH MARK FROM THE SCHOOL BUILDINGS IN HAGERMAN, PROCEED
 DR0214'EAST ON STATE HIGHWAY NO. 31, GO 7.8 MILES TO TRACK ROAD.  THENCE,
 DR0214'TURN RIGHT (SOUTHEAST), GO 3.6 MILES TO A WINDMILL AT FORKS IN ROAD.
 DR0214'THENCE, TAKE RIGHT FORK (SOUTH), AND GO 0.2 MILES TO SITE OF BENCH
 DR0214'MARK.  BENCH MARK IS ABOUT 0.2 MILES SOUTH OF A WINDMILL AND LARGE
 DR0214'STEEL TANK.  18 FEET EAST OF AND ABOUT THE SAME ELEVATION AS THE
 DR0214'CENTER LINE OF THE ROAD.  3 FEET NORTH OF A 4 X 4 INCH WOODEN MARKER
 DR0214'POST.  THE MONUMENT PROJECTS 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0114 ***********************************************************************
 FO0114  DESIGNATION -  J 207
 FO0114  PID         -  FO0114
 FO0114  STATE/COUNTY-  NM/SANTA FE
 FO0114  USGS QUAD   -  ESPANOLA (1984)
 FO0114
 FO0114                         *CURRENT SURVEY CONTROL
 FO0114  ___________________________________________________________________
 FO0114* NAD 83(1986)-  35 56 13.     (N)    106 07 00.     (W)     SCALED    
 FO0114* NAVD 88     -      1708.357  (meters)    5604.83   (feet)  ADJUSTED  
 FO0114  ___________________________________________________________________
 FO0114  GEOID HEIGHT-         -19.24  (meters)                     GEOID03
 FO0114  DYNAMIC HT  -        1706.056 (meters)    5597.29  (feet)  COMP
 FO0114  MODELED GRAV-     979,226.8   (mgal)                       NAVD 88
 FO0114
 FO0114  VERT ORDER  -  SECOND    CLASS 0
 FO0114
 FO0114.The horizontal coordinates were scaled from a topographic map and have
 FO0114.an estimated accuracy of +/- 6 seconds.
 FO0114
 FO0114.The orthometric height was determined by differential leveling
 FO0114.and adjusted by the National Geodetic Survey in June 1991..
 FO0114
 FO0114.The geoid height was determined by GEOID03.
 FO0114
 FO0114.The dynamic height is computed by dividing the NAVD 88
 FO0114.geopotential number by the normal gravity value computed on the
 FO0114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0114.degrees latitude (g = 980.6199 gals.).
 FO0114
 FO0114.The modeled gravity was interpolated from observed gravity values.
 FO0114
 FO0114;                    North         East    Units  Estimated Accuracy
 FO0114;SPC NM C     -   547,530.      512,030.      MT  (+/- 180 meters Scaled)
 FO0114
 FO0114                          SUPERSEDED SURVEY CONTROL
 FO0114
 FO0114  NGVD 29 (??/??/92) 1707.353  (m)         5601.54   (f) ADJ UNCH    2 0
 FO0114
 FO0114.Superseded values are not recommended for survey control.
 FO0114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0114.See file dsdata.txt to determine how the superseded data were derived.
 FO0114
 FO0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV992775(NAD 83)
 FO0114_MARKER: DB = BENCH MARK DISK
 FO0114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FO0114_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FO0114_STAMPING: J 207 1941
 FO0114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO0114+STABILITY: SURFACE MOTION
 FO0114
 FO0114  HISTORY     - Date     Condition        Report By
 FO0114  HISTORY     - 1941     MONUMENTED       CGS
 FO0114
 FO0114                          STATION DESCRIPTION
 FO0114
 FO0114'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 FO0114'4.3 MI S FROM ESPANOLA.
 FO0114'IN SANTA FE COUNTY, 4.3 MILES SOUTH ALONG THE DENVER AND RIO GRANDE
 FO0114'WESTERN RAILROAD FROM THE STATION AT ESPANOLA, RIO ARRIBA COUNTY, AT
 FO0114'THE  NORTH END OF A SMALL CUT, 14 FEET NORTH OF MILEPOST 376, 22 FEET
 FO0114'WEST OF THE CENTERLINE OF THE TRACK, 3.0 FEET NORTHEAST OF A 4-BY
 FO0114'4-INCH WHITE WOODEN POST STENCILED USBM AND 1.5 FEET HIGHER THAN THE
 FO0114'TRACK.  A STANDARD DISK, STAMPED J 207 1941 AND SET IN THE TOP OF A
 FO0114'CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0486 ***********************************************************************
 FO0486  DESIGNATION -  J 208
 FO0486  PID         -  FO0486
 FO0486  STATE/COUNTY-  NM/SANDOVAL
 FO0486  USGS QUAD   -  SEVEN SPRINGS (1993)
 FO0486
 FO0486                         *CURRENT SURVEY CONTROL
 FO0486  ___________________________________________________________________
 FO0486* NAD 83(1986)-  35 53 08.     (N)    106 39 42.     (W)     SCALED    
 FO0486* NAVD 88     -      2532.160  (meters)    8307.59   (feet)  ADJUSTED  
 FO0486  ___________________________________________________________________
 FO0486  GEOID HEIGHT-         -18.78  (meters)                     GEOID03
 FO0486  DYNAMIC HT  -        2528.414 (meters)    8295.30  (feet)  COMP
 FO0486  MODELED GRAV-     979,061.8   (mgal)                       NAVD 88
 FO0486
 FO0486  VERT ORDER  -  SECOND    CLASS 0
 FO0486
 FO0486.The horizontal coordinates were scaled from a topographic map and have
 FO0486.an estimated accuracy of +/- 6 seconds.
 FO0486
 FO0486.The orthometric height was determined by differential leveling
 FO0486.and adjusted by the National Geodetic Survey in June 1991..
 FO0486
 FO0486.The geoid height was determined by GEOID03.
 FO0486
 FO0486.The dynamic height is computed by dividing the NAVD 88
 FO0486.geopotential number by the normal gravity value computed on the
 FO0486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0486.degrees latitude (g = 980.6199 gals.).
 FO0486
 FO0486.The modeled gravity was interpolated from observed gravity values.
 FO0486
 FO0486;                    North         East    Units  Estimated Accuracy
 FO0486;SPC NM C     -   541,890.      462,830.      MT  (+/- 180 meters Scaled)
 FO0486
 FO0486                          SUPERSEDED SURVEY CONTROL
 FO0486
 FO0486  NGVD 29 (??/??/92) 2530.944  (m)         8303.61   (f) ADJ UNCH    2 0
 FO0486
 FO0486.Superseded values are not recommended for survey control.
 FO0486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0486.See file dsdata.txt to determine how the superseded data were derived.
 FO0486
 FO0486_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV500725(NAD 83)
 FO0486_MARKER: DB = BENCH MARK DISK
 FO0486_SETTING: 80 = SET IN A BOULDER
 FO0486_SP_SET: BOULDER
 FO0486_STAMPING: J 208 1941
 FO0486_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO0486+STABILITY: SURFACE MOTION
 FO0486
 FO0486  HISTORY     - Date     Condition        Report By
 FO0486  HISTORY     - 1941     MONUMENTED       CGS
 FO0486
 FO0486                          STATION DESCRIPTION
 FO0486
 FO0486'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 FO0486'10.90 MI NW FROM JEMEZ SPRINGS.
 FO0486'TO REACH FROM THE JEMEZ SPRINGS RANGER STATION.  GO 8.0 MILES NORTH
 FO0486'ALONG NEW MEXICO STATE HIGHWAY NO. 4 TO LA CUEVA AND JUNCTION OF
 FO0486'HIGHWAY NO. 4 AND HIGHWAY NO. 126.  THENCE TURN LEFT (WEST).  GO 2.90
 FO0486'MILES NORTHWESTERLY ALONG HIGHWAY NO. 126 TO SITE OF BENCH MARK. BENCH
 FO0486'MARK IS ON THE INSIDE OF A CURVE TURNING LEFT (SOUTHWESTERLY). 75.0
 FO0486'FEET WEST OF TANGENT OF SAID CURVE.  105.0 FEET SOUTH OF A LARGE SUGAR
 FO0486'PINE.  5.0 SOUTH OF THE SOUTH END OF A 24.0 INCH GALVANIZED IRON PIPE
 FO0486'CULVERT.  25.0 FEET SOUTH OF AND APPROXIMATELY 5.0 FEET BELOW THE
 FO0486'CENTERLINE OF THE ROAD.  A STD. DISK SET FLUSH AND HORIZONTALLY IN A
 FO0486'GRANITE BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0038 ***********************************************************************
 FP0038  DESIGNATION -  J 209
 FP0038  PID         -  FP0038
 FP0038  STATE/COUNTY-  NM/MCKINLEY
 FP0038  USGS QUAD   -  THOREAU (1980)
 FP0038
 FP0038                         *CURRENT SURVEY CONTROL
 FP0038  ___________________________________________________________________
 FP0038* NAD 83(1986)-  35 23 32.     (N)    108 09 46.     (W)     SCALED    
 FP0038* NAVD 88     -      2133.725  (meters)    7000.40   (feet)  ADJUSTED  
 FP0038  ___________________________________________________________________
 FP0038  GEOID HEIGHT-         -20.19  (meters)                     GEOID03
 FP0038  DYNAMIC HT  -        2130.686 (meters)    6990.43  (feet)  COMP
 FP0038  MODELED GRAV-     979,132.5   (mgal)                       NAVD 88
 FP0038
 FP0038  VERT ORDER  -  FIRST     CLASS II
 FP0038
 FP0038.The horizontal coordinates were scaled from a topographic map and have
 FP0038.an estimated accuracy of +/- 6 seconds.
 FP0038
 FP0038.The orthometric height was determined by differential leveling
 FP0038.and adjusted by the National Geodetic Survey in June 1991..
 FP0038
 FP0038.The geoid height was determined by GEOID03.
 FP0038
 FP0038.The dynamic height is computed by dividing the NAVD 88
 FP0038.geopotential number by the normal gravity value computed on the
 FP0038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0038.degrees latitude (g = 980.6199 gals.).
 FP0038
 FP0038.The modeled gravity was interpolated from observed gravity values.
 FP0038
 FP0038;                    North         East    Units  Estimated Accuracy
 FP0038;SPC NM W     -   487,140.      800,070.      MT  (+/- 180 meters Scaled)
 FP0038
 FP0038                          SUPERSEDED SURVEY CONTROL
 FP0038
 FP0038  NGVD 29 (??/??/92) 2132.659  (m)         6996.90   (f) ADJ UNCH    1 2
 FP0038
 FP0038.Superseded values are not recommended for survey control.
 FP0038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0038.See file dsdata.txt to determine how the superseded data were derived.
 FP0038
 FP0038_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYE576202(NAD 83)
 FP0038_MARKER: DB = BENCH MARK DISK
 FP0038_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FP0038_SP_SET: CONCRETE BASE
 FP0038_STAMPING: J 209 1941
 FP0038_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FP0038
 FP0038  HISTORY     - Date     Condition        Report By
 FP0038  HISTORY     - 1941     MONUMENTED       CGS
 FP0038  HISTORY     - 1959     GOOD             NGS
 FP0038  HISTORY     - 1982     MARK NOT FOUND   NGS
 FP0038
 FP0038                          STATION DESCRIPTION
 FP0038
 FP0038'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 FP0038'3.5 MI E FROM THOREAU.
 FP0038'TO REACH FROM THE ATCHISON, TOPEKA AND SANTA FE RAILROAD STATION AT
 FP0038'THOREAU-- GO 3.5 MILES EASTERLY ALONG THE ATCHISON, TOPEKA AND SANTA
 FP0038'FE RAILROAD RIGHT-OF-WAY TO THE SITE OF BENCH MARK.  BENCH MARK IS
 FP0038'ABOUT 250.0 FEET EAST OF THE WEST END OF NORTH CHAVES SIDING, ABOUT
 FP0038'230.0 FEET NORTHWEST OF WATER TANK AND ABOUT 75.0 FEET WEST OF SWITCH
 FP0038'TRACK TO SOUTH CHAVES.  IT IS 1 POLE EAST OF MILE POLE NO. 122, 7.0
 FP0038'FEET SOUTH OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE
 FP0038'TRACK.  IT IS SET HORIZONTALLY IN THE CONCRETE BASE OF WATERSPOUT AND
 FP0038'2.2 FEET WEST OF PIPE.
 FP0038
 FP0038                          STATION RECOVERY (1959)
 FP0038
 FP0038'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 FP0038'RECOVERED IN GOOD CONDITION.
 FP0038
 FP0038                          STATION RECOVERY (1982)
 FP0038
 FP0038'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FP0038'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0351 ***********************************************************************
 CX0351  DESIGNATION -  J 21
 CX0351  PID         -  CX0351
 CX0351  STATE/COUNTY-  NM/OTERO
 CX0351  USGS QUAD   -  NEWMAN (1955)
 CX0351
 CX0351                         *CURRENT SURVEY CONTROL
 CX0351  ___________________________________________________________________
 CX0351* NAD 83(1986)-  32 01 41.     (N)    106 18 25.     (W)     SCALED    
 CX0351* NAVD 88     -      1215.327  (meters)    3987.29   (feet)  ADJUSTED  
 CX0351  ___________________________________________________________________
 CX0351  GEOID HEIGHT-         -23.86  (meters)                     GEOID03
 CX0351  DYNAMIC HT  -        1213.483 (meters)    3981.24  (feet)  COMP
 CX0351  MODELED GRAV-     979,080.5   (mgal)                       NAVD 88
 CX0351
 CX0351  VERT ORDER  -  FIRST     CLASS II
 CX0351
 CX0351.The horizontal coordinates were scaled from a topographic map and have
 CX0351.an estimated accuracy of +/- 6 seconds.
 CX0351
 CX0351.The orthometric height was determined by differential leveling
 CX0351.and adjusted by the National Geodetic Survey in June 1991..
 CX0351
 CX0351.The geoid height was determined by GEOID03.
 CX0351
 CX0351.The dynamic height is computed by dividing the NAVD 88
 CX0351.geopotential number by the normal gravity value computed on the
 CX0351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0351.degrees latitude (g = 980.6199 gals.).
 CX0351
 CX0351.The modeled gravity was interpolated from observed gravity values.
 CX0351
 CX0351;                    North         East    Units  Estimated Accuracy
 CX0351;SPC NM C     -   113,980.      494,620.      MT  (+/- 180 meters Scaled)
 CX0351
 CX0351                          SUPERSEDED SURVEY CONTROL
 CX0351
 CX0351  NGVD 29 (??/??/92) 1214.723  (m)         3985.30   (f) ADJ UNCH    1 2
 CX0351
 CX0351.Superseded values are not recommended for survey control.
 CX0351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0351.See file dsdata.txt to determine how the superseded data were derived.
 CX0351
 CX0351_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR765442(NAD 83)
 CX0351_MARKER: DB = BENCH MARK DISK
 CX0351_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX0351_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CX0351_STAMPING: J 21 1932 3985.291
 CX0351_PROJECTION: PROJECTING 5 CENTIMETERS
 CX0351_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX0351+STABILITY: SURFACE MOTION
 CX0351
 CX0351  HISTORY     - Date     Condition        Report By
 CX0351  HISTORY     - 1932     MONUMENTED       CGS
 CX0351  HISTORY     - 1967     GOOD             NGS
 CX0351  HISTORY     - 1981     GOOD             NGS
 CX0351
 CX0351                          STATION DESCRIPTION
 CX0351
 CX0351'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 CX0351'2.05 MI NE FROM NEWMAN, TEXAS.
 CX0351'ABOUT 2.05 MILES NORTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 CX0351'THE POST OFFICE AT NEWMAN, IN S 23, T 26 S, R 6 E, 94 FEET NORTHWEST
 CX0351'OF THE NORTHWEST RAIL OF THE MAIN TRACK, 78 FEET SOUTHEAST OF THE
 CX0351'CENTER LINE OF U.S. HIGHWAY 54, 55 FEET NORTHWEST OF MILEPOST 1318, 15
 CX0351'FEET SOUTHEAST OF THE CENTER LINE OF A DIRT ROAD, 1.0 FOOT SOUTHEAST
 CX0351'OF A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, ABOUT 6 FEET
 CX0351'ABOVE THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE POST
 CX0351'PROJECTING 2 INCHES.
 CX0351
 CX0351                          STATION RECOVERY (1981)
 CX0351
 CX0351'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CX0351'3.4 KM (2.1 MI) NORTHEAST ALONG U.S. HIGHWAY 52 FROM THE NEW
 CX0351'MEXICO-TEXAS STATE LINE IN NEWMAN,
 CX0351'0.1 KM (0.05 MI) NORTHEAST OF MILE POST 2, 28.7 METERS (94.0 FT)
 CX0351'NORTHWEST OF THE NEAR RAIL OF THE SOUTHERN PACIFIC RAILROAD, 23.8
 CX0351'METERS (78.0 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY AND
 CX0351'18.8 METERS (55.0 FT) NORTHWEST OF RAILROAD MILEPOST 1318.
 CX0351'THE MARK IS 0.2 METERS  NE FROM A WITNESS POST.
 CX0351'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0704 ***********************************************************************
 FO0704  DESIGNATION -  J 210
 FO0704  PID         -  FO0704
 FO0704  STATE/COUNTY-  NM/CIBOLA
 FO0704  USGS QUAD   -  GRANTS (1995)
 FO0704
 FO0704                         *CURRENT SURVEY CONTROL
 FO0704  ___________________________________________________________________
 FO0704* NAD 83(1986)-  35 09 26.     (N)    107 52 23.     (W)     SCALED    
 FO0704* NAVD 88     -      1978.713  (meters)    6491.83   (feet)  ADJUSTED  
 FO0704  ___________________________________________________________________
 FO0704  GEOID HEIGHT-         -20.43  (meters)                     GEOID03
 FO0704  DYNAMIC HT  -        1975.887 (meters)    6482.56  (feet)  COMP
 FO0704  MODELED GRAV-     979,135.5   (mgal)                       NAVD 88
 FO0704
 FO0704  VERT ORDER  -  FIRST     CLASS II
 FO0704
 FO0704.The horizontal coordinates were scaled from a topographic map and have
 FO0704.an estimated accuracy of +/- 6 seconds.
 FO0704
 FO0704.The orthometric height was determined by differential leveling
 FO0704.and adjusted by the National Geodetic Survey in June 1991..
 FO0704
 FO0704.The geoid height was determined by GEOID03.
 FO0704
 FO0704.The dynamic height is computed by dividing the NAVD 88
 FO0704.geopotential number by the normal gravity value computed on the
 FO0704.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0704.degrees latitude (g = 980.6199 gals.).
 FO0704
 FO0704.The modeled gravity was interpolated from observed gravity values.
 FO0704
 FO0704;                    North         East    Units  Estimated Accuracy
 FO0704;SPC NM W     -   461,020.      826,380.      MT  (+/- 180 meters Scaled)
 FO0704
 FO0704                          SUPERSEDED SURVEY CONTROL
 FO0704
 FO0704  NGVD 29 (??/??/92) 1977.671  (m)         6488.41   (f) ADJ UNCH    1 2
 FO0704
 FO0704.Superseded values are not recommended for survey control.
 FO0704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0704.See file dsdata.txt to determine how the superseded data were derived.
 FO0704
 FO0704_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBU382942(NAD 83)
 FO0704_MARKER: DB = BENCH MARK DISK
 FO0704_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FO0704_SP_SET: CULVERT
 FO0704_STAMPING: J 210 1941
 FO0704_MARK LOGO: CGS   
 FO0704_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FO0704
 FO0704  HISTORY     - Date     Condition        Report By
 FO0704  HISTORY     - 1941     MONUMENTED       CGS
 FO0704  HISTORY     - 1982     GOOD             NGS
 FO0704
 FO0704                          STATION DESCRIPTION
 FO0704
 FO0704'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 FO0704'1.4 MI NW FROM GRANTS.
 FO0704'TO REACH FROM THE ATCHISON, TOEPKA AND SANTA FE RAILROAD STATION AT
 FO0704'GRANTS-- GO 1.4 MILES NORTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA
 FO0704'FE RIGHT-OF-WAY TO CULVERT NO. C 97 AND SITE OF BENCH MARK.  BENCH
 FO0704'MARK IS ABOUT 0.25 MILE NORTHWEST OF THE CROSSING OF STATE HIGHWAY NO.
 FO0704'53, TWO POLES SOUTHEAST OF MILE POLE NO. 97 AND SET HORIZONTALLY IN
 FO0704'THE TOP OF THE SOUTHEAST END OF THE NORTHEAST CONCRETE HEADWALL OF
 FO0704'CULVERT NO. C 97.  IT IS 12.6 FEET NORTHEAST OF AND ABOUT 4.0 FEET
 FO0704'BELOW THE CENTERLINE OF THE MAIN NORTH TRACKS.
 FO0704
 FO0704                          STATION RECOVERY (1982)
 FO0704
 FO0704'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FO0704'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  2.3 KM (1.45
 FO0704'MI) NORTHWESTERLY ALONG THE SANTA FE RAILROAD FROM THE RAILROAD
 FO0704'STATION IN GRANTS, 0.1 KM (0.05 MI) NORTHWEST OF THE STATE HIGHWAY 53
 FO0704'OVERPASS, 0.1 KM (0.05 MI) SOUTHEAST OF MILEPOST 97, IN THE SOUTHEAST
 FO0704'END OF THE NORTHEAST CONCRETE HEADWALL OF A BOX CULVERT AND 3.2 METERS
 FO0704'(10.5 FT) NORTHEAST OF THE NEAR RAIL.
 FO0704'THE MARK IS 1.3 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0739 ***********************************************************************
 FO0739  DESIGNATION -  J 211
 FO0739  PID         -  FO0739
 FO0739  STATE/COUNTY-  NM/CIBOLA
 FO0739  USGS QUAD   -  CUBERO (1971)
 FO0739
 FO0739                         *CURRENT SURVEY CONTROL
 FO0739  ___________________________________________________________________
 FO0739* NAD 83(1986)-  35 03 06.     (N)    107 31 50.     (W)     SCALED    
 FO0739* NAVD 88     -      1826.367  (meters)    5992.01   (feet)  ADJUSTED  
 FO0739  ___________________________________________________________________
 FO0739  GEOID HEIGHT-         -20.78  (meters)                     GEOID03
 FO0739  DYNAMIC HT  -        1823.791 (meters)    5983.55  (feet)  COMP
 FO0739  MODELED GRAV-     979,159.5   (mgal)                       NAVD 88
 FO0739
 FO0739  VERT ORDER  -  FIRST     CLASS II
 FO0739
 FO0739.The horizontal coordinates were scaled from a topographic map and have
 FO0739.an estimated accuracy of +/- 6 seconds.
 FO0739
 FO0739.The orthometric height was determined by differential leveling
 FO0739.and adjusted by the National Geodetic Survey in June 1991..
 FO0739
 FO0739.The geoid height was determined by GEOID03.
 FO0739
 FO0739.The dynamic height is computed by dividing the NAVD 88
 FO0739.geopotential number by the normal gravity value computed on the
 FO0739.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0739.degrees latitude (g = 980.6199 gals.).
 FO0739
 FO0739.The modeled gravity was interpolated from observed gravity values.
 FO0739
 FO0739;                    North         East    Units  Estimated Accuracy
 FO0739;SPC NM W     -   449,360.      857,620.      MT  (+/- 180 meters Scaled)
 FO0739
 FO0739                          SUPERSEDED SURVEY CONTROL
 FO0739
 FO0739  NGVD 29 (??/??/92) 1825.339  (m)         5988.63   (f) ADJ UNCH    1 2
 FO0739
 FO0739.Superseded values are not recommended for survey control.
 FO0739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0739.See file dsdata.txt to determine how the superseded data were derived.
 FO0739
 FO0739_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBU692817(NAD 83)
 FO0739_MARKER: DB = BENCH MARK DISK
 FO0739_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FO0739_SP_SET: ABUTMENT
 FO0739_STAMPING: J 211 1941
 FO0739_MARK LOGO: CGS   
 FO0739_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FO0739
 FO0739  HISTORY     - Date     Condition        Report By
 FO0739  HISTORY     - 1941     MONUMENTED       CGS
 FO0739  HISTORY     - 1982     GOOD             NGS
 FO0739
 FO0739                          STATION DESCRIPTION
 FO0739
 FO0739'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 FO0739'6.3 MI W FROM NEW LAGUNA.
 FO0739'TO REACH FROM THE ATCHISON, TOPEKA AND SANTA FE RAILROAD STATION AT
 FO0739'NEW LAGUNA-- GO 6.3 MILES WESTERLY ALONG THE ATCHISON, TOPEKA AND
 FO0739'SANTA FE RIGHT-OF-WAY TO THE SITE OF BENCH MARK.  BENCH MARK IS ABOUT
 FO0739'0.3 MILE EAST OF A ROAD CROSSING, BETWEEN THE SEVENTH AND EIGHTH POLES
 FO0739'EAST OF MILE POLE NO. 75 AND SET HORIZONTALLY IN THE NORTH OF THE WEST
 FO0739'CONCRETE ABUTMENT OF STEEL GIRDER BRIDGE NO. D 75.  IT IS 12.3 FEET
 FO0739'NORTH OF AND ABOUT 1.0 FOOT BELOW THE CENTERLINE OF THE MAIN NORTH
 FO0739'TRACKS, 0.5 FOOT SOUTH OF THE NORTH END OF ABUTMENT.
 FO0739
 FO0739                          STATION RECOVERY (1982)
 FO0739
 FO0739'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FO0739'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  8.0 KM (4.95
 FO0739'MI) SOUTHEASTERLY ALONG THE SANTA FE RAILROAD FROM THE RAILROAD
 FO0739'STATION IN GRANTS, THENCE 11.6 KM (7.2 MI) SOUTHEASTERLY ALONG A PAVED
 FO0739'ROAD, THENCE 14.6 KM (9.05 MI) EASTERLY ALONG THE SANTA FE RAILROAD,
 FO0739'IN THE NORTHEAST END OF THE NORTHWEST CONCRETE ABUTMENT OF BRIDGE
 FO0739'NUMBER 74.43, 0.4 KM (0.25 MI) SOUTHEAST OF MILEPOST 75, 2.8 METERS
 FO0739'(9.2 FT) NORTHEAST OF THE NEAR RAIL AND 0.2 METER (0.7 FT) SOUTHWEST
 FO0739'OF THE NORTHEAST END OF THE ABUTMENT.
 FO0739'THE MARK IS 0.3 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0939 ***********************************************************************
 DS0939  DESIGNATION -  J 212
 DS0939  PID         -  DS0939
 DS0939  STATE/COUNTY-  NM/SOCORRO
 DS0939  USGS QUAD   -  OAK PEAK (1965)
 DS0939
 DS0939                         *CURRENT SURVEY CONTROL
 DS0939  ___________________________________________________________________
 DS0939* NAD 83(1992)-  33 50 29.72133(N)    107 42 13.63686(W)     ADJUSTED  
 DS0939* NAVD 88     -      2193.854  (meters)    7197.67   (feet)  ADJUSTED  
 DS0939  ___________________________________________________________________
 DS0939  LAPLACE CORR-           1.16  (seconds)                    DEFLEC99
 DS0939  GEOID HEIGHT-         -21.86  (meters)                     GEOID03
 DS0939  DYNAMIC HT  -        2190.357 (meters)    7186.20  (feet)  COMP
 DS0939  MODELED GRAV-     978,964.0   (mgal)                       NAVD 88
 DS0939
 DS0939  HORZ ORDER  -  SECOND
 DS0939  VERT ORDER  -  SECOND    CLASS 0
 DS0939
 DS0939.The horizontal coordinates were established by classical geodetic methods
 DS0939.and adjusted by the National Geodetic Survey in December 1993..
 DS0939
 DS0939.The orthometric height was determined by differential leveling
 DS0939.and adjusted by the National Geodetic Survey in June 1991..
 DS0939
 DS0939.The Laplace correction was computed from DEFLEC99 derived deflections.
 DS0939
 DS0939.The geoid height was determined by GEOID03.
 DS0939
 DS0939.The dynamic height is computed by dividing the NAVD 88
 DS0939.geopotential number by the normal gravity value computed on the
 DS0939.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0939.degrees latitude (g = 980.6199 gals.).
 DS0939
 DS0939.The modeled gravity was interpolated from observed gravity values.
 DS0939
 DS0939;                    North         East     Units Scale Factor Converg.
 DS0939;SPC NM C     -   316,035.273   365,451.235   MT  1.00012311   -0 48 35.0
 DS0939;SPC NM C     - 1,036,859.06  1,198,984.59   sFT  1.00012311   -0 48 35.0
 DS0939;SPC NM W     -   315,097.336   841,989.191   MT  0.99991844   +0 04 19.7
 DS0939;SPC NM W     - 1,033,781.84  2,762,426.20   sFT  0.99991844   +0 04 19.7
 DS0939;UTM  13      - 3,747,880.865   249,812.964   MT  1.00037171   -1 30 23.5
 DS0939
 DS0939!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS0939!SPC NM C     -   0.99965914  x   1.00012311  =   0.99978221
 DS0939!SPC NM W     -   0.99965914  x   0.99991844  =   0.99957761
 DS0939!UTM  13      -   0.99965914  x   1.00037171  =   1.00003072
 DS0939
 DS0939                          SUPERSEDED SURVEY CONTROL
 DS0939
 DS0939  NAD 83(1986)-  33 50 29.72557(N)    107 42 13.64040(W) AD(       ) 2
 DS0939  NAD 27      -  33 50 29.50821(N)    107 42 11.49056(W) AD(       ) 2
 DS0939  NGVD 29 (??/??/92) 2192.882  (m)         7194.48   (f) ADJ UNCH    2 0
 DS0939
 DS0939.Superseded values are not recommended for survey control.
 DS0939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0939.See file dsdata.txt to determine how the superseded data were derived.
 DS0939
 DS0939_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBT4981347881(NAD 83)
 DS0939_MARKER: DB = BENCH MARK DISK
 DS0939_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0939_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0939_STAMPING: J 122 1934
 DS0939_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0939+STABILITY: SURFACE MOTION
 DS0939
 DS0939  HISTORY     - Date     Condition        Report By
 DS0939  HISTORY     - 1945     MONUMENTED       CGS
 DS0939  HISTORY     - 1945     GOOD             NGS
 DS0939
 DS0939                          STATION DESCRIPTION
 DS0939
 DS0939'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 DS0939'B.M. J 122 IS LOCATED SSW OF THE STATION AND ABOUT 13 FEET
 DS0939'LOWER.  IT IS MARKED BY A BRONZE BENCH-MARK DISK STAMPED J 122
 DS0939'1934 AND SET IN THE TOP OF A SQUARE CONCRETE POST WHICH
 DS0939'PROJECTS 9 INCHES ABOVE THE GROUND.  THIS MARK IS 26 FEET W OF
 DS0939'THE CENTER OF THE GRADED ROAD.
 DS0939
 DS0939                          STATION RECOVERY (1945)
 DS0939
 DS0939'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1945
 DS0939'16 MI S FROM AUGUSTINE.
 DS0939'BENCH MARK IS LOCATED ABOUT 32 MILES, AIRLINE, SOUTHWEST OF MAGDALENA,
 DS0939'16 MILES SOUTH OF AUGUSTINE, AND 1 MILES SOUTHEAST OF THE OLD
 DS0939'FRENCHMAN WELL.  IT IS 26 FEET WEST OF THE CENTER OF A GRADED ROAD. IT
 DS0939'IS 245.89 FEET SOUTH-SOUTHWEST OF STATION FRENCHMAN AND WAS CONNECTED
 DS0939'TO THAT STATION.  IT IS MARKED BY A STANDARD BENCH MARK DISK, SET IN
 DS0939'THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 9 INCHES ABOVE THE
 DS0939'GROUND.  NOTE-- THIS MARK WAS USED AS A REFERENCE MARK FOR STATION
 DS0939'FRENCHMAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0943 ***********************************************************************
 DS0943  DESIGNATION -  J 212
 DS0943  PID         -  DS0943
 DS0943  STATE/COUNTY-  NM/CATRON
 DS0943  USGS QUAD   -  OAK PEAK (1965)
 DS0943
 DS0943                         *CURRENT SURVEY CONTROL
 DS0943  ___________________________________________________________________
 DS0943* NAD 83(1986)-  33 48 47.     (N)    107 43 43.     (W)     SCALED    
 DS0943* NAVD 88     -      2178.433  (meters)    7147.08   (feet)  ADJUSTED  
 DS0943  ___________________________________________________________________
 DS0943  GEOID HEIGHT-         -21.88  (meters)                     GEOID03
 DS0943  DYNAMIC HT  -        2174.978 (meters)    7135.74  (feet)  COMP
 DS0943  MODELED GRAV-     978,972.1   (mgal)                       NAVD 88
 DS0943
 DS0943  VERT ORDER  -  SECOND    CLASS 0
 DS0943
 DS0943.The horizontal coordinates were scaled from a topographic map and have
 DS0943.an estimated accuracy of +/- 6 seconds.
 DS0943
 DS0943.The orthometric height was determined by differential leveling
 DS0943.and adjusted by the National Geodetic Survey in June 1991..
 DS0943
 DS0943.The geoid height was determined by GEOID03.
 DS0943
 DS0943.The dynamic height is computed by dividing the NAVD 88
 DS0943.geopotential number by the normal gravity value computed on the
 DS0943.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0943.degrees latitude (g = 980.6199 gals.).
 DS0943
 DS0943.The modeled gravity was interpolated from observed gravity values.
 DS0943
 DS0943;                    North         East    Units  Estimated Accuracy
 DS0943;SPC NM W     -   311,930.      839,700.      MT  (+/- 180 meters Scaled)
 DS0943
 DS0943                          SUPERSEDED SURVEY CONTROL
 DS0943
 DS0943  NGVD 29 (??/??/92) 2177.482  (m)         7143.96   (f) ADJ UNCH    2 0
 DS0943
 DS0943.Superseded values are not recommended for survey control.
 DS0943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0943.See file dsdata.txt to determine how the superseded data were derived.
 DS0943
 DS0943_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBT474447(NAD 83)
 DS0943_MARKER: DB = BENCH MARK DISK
 DS0943_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0943_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0943_STAMPING: J 212 1941
 DS0943_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0943+STABILITY: SURFACE MOTION
 DS0943
 DS0943  HISTORY     - Date     Condition        Report By
 DS0943  HISTORY     - 1941     MONUMENTED       CGS
 DS0943
 DS0943                          STATION DESCRIPTION
 DS0943
 DS0943'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 DS0943'36.1 MI SE FROM DATIL.
 DS0943'TO REACH BENCH MARK FROM THE POST OFFICE AT DATIL, GO 15.1 MILES EAST
 DS0943'ON U.S. HIGHWAY NO. 60 TO INTERSECTION OF STATE HIGHWAY NO. 52.
 DS0943'THENCE, TURN RIGHT (SOUTH) ONTO STATE HIGHWAY NO. 52, GO 19.0 MILES TO
 DS0943'INTERSECTION OF STATE HIGHWAY NO. 145.  THENCE, TURN RIGHT (SOUTHWEST)
 DS0943'ONTO HIGHWAY NO. 145 AND GO 2.0 MILES TO SITE OF BENCH MARK. BENCH
 DS0943'MARK IS ABOUT 0.1 MILE WEST OF A DIP IN THE HIGHWAY, SOUTH OF AND
 DS0943'ABOUT 2.0 FEET ABOVE THE CENTERLINE OF THE HIGHWAY.  3.0 FEET NORTH OF
 DS0943'A 4 X 4 INCH WOODEN MARKER POST.  THE MONUMENT PROJECTS 0.7 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0597 ***********************************************************************
 GL0597  DESIGNATION -  J 214 RESET
 GL0597  PID         -  GL0597
 GL0597  STATE/COUNTY-  NM/UNION
 GL0597  USGS QUAD   -  CLAYTON (1970)
 GL0597
 GL0597                         *CURRENT SURVEY CONTROL
 GL0597  ___________________________________________________________________
 GL0597* NAD 83(1986)-  36 25 47.     (N)    103 10 11.     (W)     SCALED    
 GL0597* NAVD 88     -      1521.968  (meters)    4993.32   (feet)  ADJUSTED  
 GL0597  ___________________________________________________________________
 GL0597  GEOID HEIGHT-         -22.14  (meters)                     GEOID03
 GL0597  DYNAMIC HT  -        1520.167 (meters)    4987.41  (feet)  COMP
 GL0597  MODELED GRAV-     979,394.8   (mgal)                       NAVD 88
 GL0597
 GL0597  VERT ORDER  -  FIRST     CLASS II
 GL0597
 GL0597.The horizontal coordinates were scaled from a topographic map and have
 GL0597.an estimated accuracy of +/- 6 seconds.
 GL0597
 GL0597.The orthometric height was determined by differential leveling
 GL0597.and adjusted by the National Geodetic Survey in June 1991..
 GL0597
 GL0597.The geoid height was determined by GEOID03.
 GL0597
 GL0597.The dynamic height is computed by dividing the NAVD 88
 GL0597.geopotential number by the normal gravity value computed on the
 GL0597.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0597.degrees latitude (g = 980.6199 gals.).
 GL0597
 GL0597.The modeled gravity was interpolated from observed gravity values.
 GL0597
 GL0597;                    North         East    Units  Estimated Accuracy
 GL0597;SPC NM E     -   602,830.      269,340.      MT  (+/- 180 meters Scaled)
 GL0597
 GL0597                          SUPERSEDED SURVEY CONTROL
 GL0597
 GL0597  NGVD 29 (??/??/92) 1521.241  (m)         4990.94   (f) ADJ UNCH    1 2
 GL0597
 GL0597.Superseded values are not recommended for survey control.
 GL0597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0597.See file dsdata.txt to determine how the superseded data were derived.
 GL0597
 GL0597_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA640331(NAD 83)
 GL0597_MARKER: DB = BENCH MARK DISK
 GL0597_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0597_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0597_STAMPING: J 214 1941 RESET 1956
 GL0597_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0597+STABILITY: SURFACE MOTION
 GL0597_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GL0597+SATELLITE: SATELLITE OBSERVATIONS - August 09, 2005
 GL0597
 GL0597  HISTORY     - Date     Condition        Report By
 GL0597  HISTORY     - 1956     MONUMENTED       CGS
 GL0597  HISTORY     - 20040806 GOOD             USPSQD
 GL0597  HISTORY     - 20050809 GOOD             USPSQD
 GL0597
 GL0597                          STATION DESCRIPTION
 GL0597
 GL0597'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 GL0597'1.7 MI SE FROM CLAYTON.
 GL0597'1.7 MILES SOUTHEAST ALONG THE COLORADO AND SOUTHERN RAILROAD FROM THE
 GL0597'STATION AT CLAYTON, 112 FEET SOUTHWEST OF THE CENTER LINE OF U.S.
 GL0597'HIGHWAY 87, 33 FEET NORTHEAST OF THE NORTHEAST RAIL, 30.4 FEET
 GL0597'NORTHEAST OF THE NORTHEAST END OF A CATTLE GUARD, 2.7 FEET SOUTHEAST
 GL0597'OF A FENCE CORNER, 2.4 FEET SOUTHWEST OF A WITNESS POST, SET IN THE
 GL0597'TOP OF A CONCRETE POST WHICH PROJECTS 0.7 FOOT ABOVE THE GROUND.
 GL0597
 GL0597                          STATION RECOVERY (2004)
 GL0597
 GL0597'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 GL0597'J 214 AND A LINE POINTING TO THE MARK PAINTED ON THE HIGHWAY. SLAT AND
 GL0597'ORANGE TAPE AT THE MARK.
 GL0597
 GL0597                          STATION RECOVERY (2005)
 GL0597
 GL0597'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 GL0597'SAME AS LAST YEAR.  STILL GOOD.
 GL0597' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0615 ***********************************************************************
 DQ0615  DESIGNATION -  J 215
 DQ0615  PID         -  DQ0615
 DQ0615  STATE/COUNTY-  NM/ROOSEVELT
 DQ0615  USGS QUAD   -  BUTTON MESA NE (1984)
 DQ0615
 DQ0615                         *CURRENT SURVEY CONTROL
 DQ0615  ___________________________________________________________________
 DQ0615* NAD 83(1986)-  33 43 47.     (N)    103 30 33.     (W)     SCALED    
 DQ0615* NAVD 88     -      1321.205  (meters)    4334.65   (feet)  ADJUSTED  
 DQ0615  ___________________________________________________________________
 DQ0615  GEOID HEIGHT-         -22.60  (meters)                     GEOID03
 DQ0615  DYNAMIC HT  -        1319.405 (meters)    4328.75  (feet)  COMP
 DQ0615  MODELED GRAV-     979,227.3   (mgal)                       NAVD 88
 DQ0615
 DQ0615  VERT ORDER  -  SECOND    CLASS 0
 DQ0615
 DQ0615.The horizontal coordinates were scaled from a topographic map and have
 DQ0615.an estimated accuracy of +/- 6 seconds.
 DQ0615
 DQ0615.The orthometric height was determined by differential leveling
 DQ0615.and adjusted by the National Geodetic Survey in June 1991..
 DQ0615
 DQ0615.The geoid height was determined by GEOID03.
 DQ0615
 DQ0615.The dynamic height is computed by dividing the NAVD 88
 DQ0615.geopotential number by the normal gravity value computed on the
 DQ0615.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0615.degrees latitude (g = 980.6199 gals.).
 DQ0615
 DQ0615.The modeled gravity was interpolated from observed gravity values.
 DQ0615
 DQ0615;                    North         East    Units  Estimated Accuracy
 DQ0615;SPC NM E     -   302,990.      241,380.      MT  (+/- 180 meters Scaled)
 DQ0615
 DQ0615                          SUPERSEDED SURVEY CONTROL
 DQ0615
 DQ0615  NGVD 29 (??/??/92) 1320.636  (m)         4332.79   (f) ADJ UNCH    2 0
 DQ0615
 DQ0615.Superseded values are not recommended for survey control.
 DQ0615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0615.See file dsdata.txt to determine how the superseded data were derived.
 DQ0615
 DQ0615_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFT381331(NAD 83)
 DQ0615_MARKER: DB = BENCH MARK DISK
 DQ0615_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0615_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DQ0615_STAMPING: J 215 1943
 DQ0615_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0615+STABILITY: SURFACE MOTION
 DQ0615
 DQ0615  HISTORY     - Date     Condition        Report By
 DQ0615  HISTORY     - 1943     MONUMENTED       CGS
 DQ0615  HISTORY     - 1975     MARK NOT FOUND   USGS
 DQ0615
 DQ0615                          STATION DESCRIPTION
 DQ0615
 DQ0615'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 DQ0615'16.1 MI NW FROM MILNESAND.
 DQ0615'THIS MARK IS ABOUT 16.1 MILES NORTHWEST FROM THE POST OFFICE AT
 DQ0615'MILNESAND, SET IN THE SOUTHEAST CORNER OF A FENCE, 2.0 FEET NORTH OF A
 DQ0615'FENCE RUNNING EAST-WEST, 8.0 FEET WEST OF A FENCE RUNNING NORTH-SOUTH,
 DQ0615'23.0 FEET SOUTH OF THE CENTER LINE OF A ROAD LEADING INTO A FIELD,
 DQ0615'43.0 FEET EAST OF THE CENTER LINE OF THE ROAD, PROJECTING ABOUT
 DQ0615'6-INCHES ABOVE THE GROUND, 2.0 FEET NORTHWEST OF A WHITE REFERENCE
 DQ0615'POST.
 DQ0615
 DQ0615                          STATION RECOVERY (1975)
 DQ0615
 DQ0615'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 DQ0615'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0671 ***********************************************************************
 FO0671  DESIGNATION -  J 217
 FO0671  PID         -  FO0671
 FO0671  STATE/COUNTY-  NM/CIBOLA
 FO0671  USGS QUAD   -  LAGUNA (1971)
 FO0671
 FO0671                         *CURRENT SURVEY CONTROL
 FO0671  ___________________________________________________________________
 FO0671* NAD 83(1986)-  35 06 13.     (N)    107 27 26.     (W)     SCALED    
 FO0671* NAVD 88     -      1909.597  (meters)    6265.07   (feet)  ADJUSTED  
 FO0671  ___________________________________________________________________
 FO0671  GEOID HEIGHT-         -20.66  (meters)                     GEOID03
 FO0671  DYNAMIC HT  -        1906.880 (meters)    6256.16  (feet)  COMP
 FO0671  MODELED GRAV-     979,143.7   (mgal)                       NAVD 88
 FO0671
 FO0671  VERT ORDER  -  SECOND    CLASS 0
 FO0671
 FO0671.The horizontal coordinates were scaled from a topographic map and have
 FO0671.an estimated accuracy of +/- 6 seconds.
 FO0671
 FO0671.The orthometric height was determined by differential leveling
 FO0671.and adjusted by the National Geodetic Survey in June 1991..
 FO0671
 FO0671.The geoid height was determined by GEOID03.
 FO0671
 FO0671.The dynamic height is computed by dividing the NAVD 88
 FO0671.geopotential number by the normal gravity value computed on the
 FO0671.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0671.degrees latitude (g = 980.6199 gals.).
 FO0671
 FO0671.The modeled gravity was interpolated from observed gravity values.
 FO0671
 FO0671;                    North         East    Units  Estimated Accuracy
 FO0671;SPC NM W     -   455,140.      864,290.      MT  (+/- 180 meters Scaled)
 FO0671
 FO0671                          SUPERSEDED SURVEY CONTROL
 FO0671
 FO0671  NGVD 29 (??/??/92) 1908.528  (m)         6261.56   (f) ADJ UNCH    2 0
 FO0671
 FO0671.Superseded values are not recommended for survey control.
 FO0671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0671.See file dsdata.txt to determine how the superseded data were derived.
 FO0671
 FO0671_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBU760872(NAD 83)
 FO0671_MARKER: DB = BENCH MARK DISK
 FO0671_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FO0671_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FO0671_STAMPING: J 217 1941
 FO0671_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO0671+STABILITY: SURFACE MOTION
 FO0671
 FO0671  HISTORY     - Date     Condition        Report By
 FO0671  HISTORY     - 1941     MONUMENTED       CGS
 FO0671  HISTORY     - 1958     GOOD             NGS
 FO0671
 FO0671                          STATION DESCRIPTION
 FO0671
 FO0671'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 FO0671'1.0 MI S FROM ENCINAL.
 FO0671'TO REACH FROM THE CATHOLIC CHURCH AT ENCINAL-- GO 1.0 MILE SOUTHERLY
 FO0671'ALONG THE ROAD TO NEW LAGUNA TO THE SITE OF BENCH MARK.  BENCH MARK IS
 FO0671'ABOUT 0.15 MILE SOUTH OF PLACE WHERE ROAD CROSSES WASH, ABOUT 45.0
 FO0671'FEET NORTHWEST OF THE TOP OF RIDGE RUNNING NORTHEAST TO THE SOUTHWEST
 FO0671'AND ON THE INSIDE OF A SLIGHT CURVE.  IT IS 41.0 FEET EAST OF AND
 FO0671'ABOUT 2.5 FEET ABOVE THE CENTERLINE OF THE ROAD, 8.5 FEET WEST OF
 FO0671'SCRUB CEDAR TREE AND 3.0 FEET WEST OF 4X4-INCH WOODEN MARKER POST. THE
 FO0671'MONUMENT PROJECTS 0.6 FOOT.
 FO0671
 FO0671                          STATION RECOVERY (1958)
 FO0671
 FO0671'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 FO0671'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0755 ***********************************************************************
 FO0755  DESIGNATION -  J 218
 FO0755  PID         -  FO0755
 FO0755  STATE/COUNTY-  NM/CIBOLA
 FO0755  USGS QUAD   -  DOS LOMAS (1995)
 FO0755
 FO0755                         *CURRENT SURVEY CONTROL
 FO0755  ___________________________________________________________________
 FO0755* NAD 83(1986)-  35 15 06.     (N)    107 50 42.     (W)     SCALED    
 FO0755* NAVD 88     -      2011.364  (meters)    6598.95   (feet)  ADJUSTED  
 FO0755  ___________________________________________________________________
 FO0755  GEOID HEIGHT-         -20.36  (meters)                     GEOID03
 FO0755  DYNAMIC HT  -        2008.505 (meters)    6589.57  (feet)  COMP
 FO0755  MODELED GRAV-     979,141.0   (mgal)                       NAVD 88
 FO0755
 FO0755  VERT ORDER  -  SECOND    CLASS 0
 FO0755
 FO0755.The horizontal coordinates were scaled from a topographic map and have
 FO0755.an estimated accuracy of +/- 6 seconds.
 FO0755
 FO0755.The orthometric height was determined by differential leveling
 FO0755.and adjusted by the National Geodetic Survey in June 1991..
 FO0755
 FO0755.The geoid height was determined by GEOID03.
 FO0755
 FO0755.The dynamic height is computed by dividing the NAVD 88
 FO0755.geopotential number by the normal gravity value computed on the
 FO0755.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0755.degrees latitude (g = 980.6199 gals.).
 FO0755
 FO0755.The modeled gravity was interpolated from observed gravity values.
 FO0755
 FO0755;                    North         East    Units  Estimated Accuracy
 FO0755;SPC NM W     -   471,500.      828,940.      MT  (+/- 180 meters Scaled)
 FO0755
 FO0755                          SUPERSEDED SURVEY CONTROL
 FO0755
 FO0755  NGVD 29 (??/??/92) 2010.313  (m)         6595.50   (f) ADJ UNCH    2 0
 FO0755
 FO0755.Superseded values are not recommended for survey control.
 FO0755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0755.See file dsdata.txt to determine how the superseded data were derived.
 FO0755
 FO0755_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBV411046(NAD 83)
 FO0755_MARKER: DB = BENCH MARK DISK
 FO0755_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FO0755_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FO0755_STAMPING: J 218 1941
 FO0755_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO0755+STABILITY: SURFACE MOTION
 FO0755
 FO0755  HISTORY     - Date     Condition        Report By
 FO0755  HISTORY     - 1941     MONUMENTED       CGS
 FO0755
 FO0755                          STATION DESCRIPTION
 FO0755
 FO0755'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 FO0755'9.1 MI NW FROM GRANTS.
 FO0755'TO REACH FROM THE ATCHISON, TOPEKA AND SANTA FE RAILROAD STATION AT
 FO0755'GRANTS-- GO 3.8 MILES NORTHWESTERLY ALONG U.S. HIGHWAY NO. 66 TO THE
 FO0755'INTERSECTION OF ROAD TO SAN MATEO.  THENCE, GO 5.3 MILES NORTHERLY
 FO0755'ALONG THE ROAD TO SAN MATEO TO THE SITE OF BENCH MARK.  BENCH MARK IS
 FO0755'ABOUT 0.25 MILE SOUTH OF A CURVE IN ROAD, ABOUT 0.15 MILE NORTH OF THE
 FO0755'INTERSECTION OF A DIM ROAD LEADING EASTERLY AND 42.0 FEET WEST OF AND
 FO0755'ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE ROAD.  IT IS 3.0
 FO0755'FEET NORTH OF A 4X4-INCH WOODEN MARKER POST AND 4.7 FEET EAST OF A
 FO0755'FENCE.  THE MONUMENT PROJECTS 0.8 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0590 ***********************************************************************
 DQ0590  DESIGNATION -  J 219
 DQ0590  PID         -  DQ0590
 DQ0590  STATE/COUNTY-  NM/CHAVES
 DQ0590  USGS QUAD   -  KENNA (1979)
 DQ0590
 DQ0590                         *CURRENT SURVEY CONTROL
 DQ0590  ___________________________________________________________________
 DQ0590* NAD 83(1986)-  33 45 29.     (N)    103 46 12.     (W)     SCALED    
 DQ0590* NAVD 88     -      1345.960  (meters)    4415.87   (feet)  ADJUSTED  
 DQ0590  ___________________________________________________________________
 DQ0590  GEOID HEIGHT-         -22.80  (meters)                     GEOID03
 DQ0590  DYNAMIC HT  -        1344.119 (meters)    4409.83  (feet)  COMP
 DQ0590  MODELED GRAV-     979,221.2   (mgal)                       NAVD 88
 DQ0590
 DQ0590  VERT ORDER  -  SECOND    CLASS 0
 DQ0590
 DQ0590.The horizontal coordinates were scaled from a topographic map and have
 DQ0590.an estimated accuracy of +/- 6 seconds.
 DQ0590
 DQ0590.The orthometric height was determined by differential leveling
 DQ0590.and adjusted by the National Geodetic Survey in June 1991..
 DQ0590
 DQ0590.The geoid height was determined by GEOID03.
 DQ0590
 DQ0590.The dynamic height is computed by dividing the NAVD 88
 DQ0590.geopotential number by the normal gravity value computed on the
 DQ0590.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0590.degrees latitude (g = 980.6199 gals.).
 DQ0590
 DQ0590.The modeled gravity was interpolated from observed gravity values.
 DQ0590
 DQ0590;                    North         East    Units  Estimated Accuracy
 DQ0590;SPC NM E     -   305,970.      217,190.      MT  (+/- 180 meters Scaled)
 DQ0590
 DQ0590                          SUPERSEDED SURVEY CONTROL
 DQ0590
 DQ0590  NGVD 29 (??/??/92) 1345.343  (m)         4413.85   (f) ADJ UNCH    2 0
 DQ0590
 DQ0590.Superseded values are not recommended for survey control.
 DQ0590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0590.See file dsdata.txt to determine how the superseded data were derived.
 DQ0590
 DQ0590_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFT139360(NAD 83)
 DQ0590_MARKER: DB = BENCH MARK DISK
 DQ0590_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DQ0590_SP_SET: CULVERT
 DQ0590_STAMPING: J 219 1943
 DQ0590_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DQ0590
 DQ0590  HISTORY     - Date     Condition        Report By
 DQ0590  HISTORY     - 1943     MONUMENTED       CGS
 DQ0590
 DQ0590                          STATION DESCRIPTION
 DQ0590
 DQ0590'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 DQ0590'6.0 MI S FROM KENNA.
 DQ0590'THIS MARK IS ABOUT 6.0 MILES SOUTH FROM THE POST OFFICE AT KENNA, SET
 DQ0590'IN A VALLEY, IN THE TOP OF THE CENTER OF THE WEST HEAD WALL OF A 20
 DQ0590'FOOT CULVERT, 13.0 FEET WEST OF THE CENTER LINE OF THE ROAD, ABOUT
 DQ0590'LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0480 ***********************************************************************
 CW0480  DESIGNATION -  J 22
 CW0480  PID         -  CW0480
 CW0480  STATE/COUNTY-  NM/OTERO
 CW0480  USGS QUAD   -  ALAMOGORDO NORTH (1981)
 CW0480
 CW0480                         *CURRENT SURVEY CONTROL
 CW0480  ___________________________________________________________________
 CW0480* NAD 83(1986)-  32 56 40.     (N)    105 58 22.     (W)     SCALED    
 CW0480* NAVD 88     -      1359.811  (meters)    4461.31   (feet)  ADJUSTED  
 CW0480  ___________________________________________________________________
 CW0480  GEOID HEIGHT-         -21.96  (meters)                     GEOID03
 CW0480  DYNAMIC HT  -        1357.803 (meters)    4454.73  (feet)  COMP
 CW0480  MODELED GRAV-     979,114.3   (mgal)                       NAVD 88
 CW0480  OBS GRAVITY -     979,114.3   (mgal)                       GRAV_OBS
 CW0480
 CW0480  VERT ORDER  -  FIRST     CLASS II
 CW0480
 CW0480.The horizontal coordinates were scaled from a topographic map and have
 CW0480.an estimated accuracy of +/- 6 seconds.
 CW0480
 CW0480.The orthometric height was determined by differential leveling
 CW0480.and adjusted by the National Geodetic Survey in June 1991..
 CW0480
 CW0480.The geoid height was determined by GEOID03.
 CW0480
 CW0480.The dynamic height is computed by dividing the NAVD 88
 CW0480.geopotential number by the normal gravity value computed on the
 CW0480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0480.degrees latitude (g = 980.6199 gals.).
 CW0480
 CW0480.The modeled gravity was interpolated from observed gravity values.
 CW0480.The observed gravity was obtained from relative gravimeter ties
 CW0480.to the IGSN71 gravity network.
 CW0480
 CW0480;                    North         East    Units  Estimated Accuracy
 CW0480;SPC NM C     -   215,630.      525,920.      MT  (+/- 180 meters Scaled)
 CW0480
 CW0480                          SUPERSEDED SURVEY CONTROL
 CW0480
 CW0480.No superseded survey control is available for this station.
 CW0480
 CW0480_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDS090455(NAD 83)
 CW0480_MARKER: DB = BENCH MARK DISK
 CW0480_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CW0480_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CW0480_STAMPING: 4459.177 J 22 1933
 CW0480_PROJECTION: PROJECTING 25 CENTIMETERS
 CW0480_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CW0480+STABILITY: SURFACE MOTION
 CW0480
 CW0480  HISTORY     - Date     Condition        Report By
 CW0480  HISTORY     - 1933     MONUMENTED       CGS
 CW0480  HISTORY     - 1934     GOOD             NGS
 CW0480  HISTORY     - 1969     GOOD             NGS
 CW0480  HISTORY     - 1980     GOOD             NGS
 CW0480
 CW0480                          STATION DESCRIPTION
 CW0480
 CW0480'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CW0480'3.2 MI N FROM ALAMOGORDO.
 CW0480'3.2 MILES NORTH ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 CW0480'STATION AT ALAMOGORDO, OTERO COUNTY, 65 FEET NORTH OF MILEPOST 1386,
 CW0480'92 FEET WEST OF THE CENTERLINE OF THE TRACK, AND 7.5 FEET EAST OF THE
 CW0480'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED 4459.177 J 22 1933 AND
 CW0480'SET IN THE TOP OF A CONCRETE POST.
 CW0480
 CW0480                          STATION RECOVERY (1969)
 CW0480
 CW0480'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 CW0480'RECOVERED IN GOOD CONDITION.
 CW0480
 CW0480                          STATION RECOVERY (1980)
 CW0480
 CW0480'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CW0480'5.1 KM (3.2 MI) NORTHERLY ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 CW0480'STATION IN ALAMOGORDO, O.2 KM (0.1 MI) NORTHEAST OF A WOODEN
 CW0480'RAILROAD BRIDGE, 28.0 METERS (92.0 FT) SOUTHWEST
 CW0480'OF THE NEAR RAIL, 18.3 METERS (60.0 FT) SOUTHWEST OF THE CENTER
 CW0480'OF A DIRT ROAD, 19.8 METERS (65.0 FT) NORTH OF MILE POST 1386, AND
 CW0480'2.2 METERS (7.5 FT) NORTHEAST OF A FENCE.
 CW0480'THE MARK IS 0.5 METERS  SSE FROM A WITNESS POST.
 CW0480'THE MARK IS 0.9 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0373 ***********************************************************************
 DQ0373  DESIGNATION -  J 220
 DQ0373  PID         -  DQ0373
 DQ0373  STATE/COUNTY-  NM/CHAVES
 DQ0373  USGS QUAD   -  OASIS (1984)
 DQ0373
 DQ0373                         *CURRENT SURVEY CONTROL
 DQ0373  ___________________________________________________________________
 DQ0373* NAD 83(1986)-  33 27 15.     (N)    103 53 35.     (W)     SCALED    
 DQ0373* NAVD 88     -      1239.659  (meters)    4067.11   (feet)  ADJUSTED  
 DQ0373  ___________________________________________________________________
 DQ0373  GEOID HEIGHT-         -22.84  (meters)                     GEOID03
 DQ0373  DYNAMIC HT  -        1237.957 (meters)    4061.53  (feet)  COMP
 DQ0373  MODELED GRAV-     979,221.4   (mgal)                       NAVD 88
 DQ0373
 DQ0373  VERT ORDER  -  SECOND    CLASS 0
 DQ0373
 DQ0373.The horizontal coordinates were scaled from a topographic map and have
 DQ0373.an estimated accuracy of +/- 6 seconds.
 DQ0373
 DQ0373.The orthometric height was determined by differential leveling
 DQ0373.and adjusted by the National Geodetic Survey in June 1991..
 DQ0373
 DQ0373.The geoid height was determined by GEOID03.
 DQ0373
 DQ0373.The dynamic height is computed by dividing the NAVD 88
 DQ0373.geopotential number by the normal gravity value computed on the
 DQ0373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0373.degrees latitude (g = 980.6199 gals.).
 DQ0373
 DQ0373.The modeled gravity was interpolated from observed gravity values.
 DQ0373
 DQ0373;                    North         East    Units  Estimated Accuracy
 DQ0373;SPC NM E     -   272,210.      205,930.      MT  (+/- 180 meters Scaled)
 DQ0373
 DQ0373                          SUPERSEDED SURVEY CONTROL
 DQ0373
 DQ0373  NGVD 29 (??/??/92) 1239.141  (m)         4065.42   (f) ADJ UNCH    2 0
 DQ0373
 DQ0373.Superseded values are not recommended for survey control.
 DQ0373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0373.See file dsdata.txt to determine how the superseded data were derived.
 DQ0373
 DQ0373_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFT028021(NAD 83)
 DQ0373_MARKER: DB = BENCH MARK DISK
 DQ0373_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0373_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DQ0373_STAMPING: J 220 1943
 DQ0373_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0373+STABILITY: SURFACE MOTION
 DQ0373
 DQ0373  HISTORY     - Date     Condition        Report By
 DQ0373  HISTORY     - 1943     MONUMENTED       CGS
 DQ0373
 DQ0373                          STATION DESCRIPTION
 DQ0373
 DQ0373'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 DQ0373'12.3 MI NW FROM CAPROCK.
 DQ0373'THIS MARK IS ABOUT 8.1 MILES WEST ALONG U.S. HIGHWAY 380 AND ABOUT 4.2
 DQ0373'MILES NORTH ALONG A DIRT ROAD FROM THE POST OFFICE AT CAPROCK, LEA
 DQ0373'COUNTY, SET IN THE MESCALERO SANDS, ON THE SUMMIT OF A SMALL RISE, 0.8
 DQ0373'MILE NORTH OF THE OLD ROAD, 22.0 FEET EAST OF THE CENTER LINE OF THE
 DQ0373'ROAD, PROJECTING ABOUT 4-INCHES ABOVE THE GROUND, 2.0 FEET WEST OF A
 DQ0373'WHITE REFERENCE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0386 ***********************************************************************
 DR0386  DESIGNATION -  J 221
 DR0386  PID         -  DR0386
 DR0386  STATE/COUNTY-  NM/CHAVES
 DR0386  USGS QUAD   -  ROSWELL SOUTH (1975)
 DR0386
 DR0386                         *CURRENT SURVEY CONTROL
 DR0386  ___________________________________________________________________
 DR0386* NAD 83(1986)-  33 18 23.     (N)    104 31 24.     (W)     SCALED    
 DR0386* NAVD 88     -      1110.070  (meters)    3641.95   (feet)  ADJUSTED  
 DR0386  ___________________________________________________________________
 DR0386  GEOID HEIGHT-         -23.11  (meters)                     GEOID03
 DR0386  DYNAMIC HT  -        1108.550 (meters)    3636.97  (feet)  COMP
 DR0386  MODELED GRAV-     979,230.1   (mgal)                       NAVD 88
 DR0386
 DR0386  VERT ORDER  -  SECOND    CLASS 0
 DR0386
 DR0386.This mark is at Roswell Industrial Air Center  (ROW)
 DR0386
 DR0386.The horizontal coordinates were scaled from a topographic map and have
 DR0386.an estimated accuracy of +/- 6 seconds.
 DR0386
 DR0386.The orthometric height was determined by differential leveling
 DR0386.and adjusted by the National Geodetic Survey in June 1991..
 DR0386
 DR0386.The geoid height was determined by GEOID03.
 DR0386
 DR0386.The dynamic height is computed by dividing the NAVD 88
 DR0386.geopotential number by the normal gravity value computed on the
 DR0386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0386.degrees latitude (g = 980.6199 gals.).
 DR0386
 DR0386.The modeled gravity was interpolated from observed gravity values.
 DR0386
 DR0386;                    North         East    Units  Estimated Accuracy
 DR0386;SPC NM E     -   255,750.      147,310.      MT  (+/- 180 meters Scaled)
 DR0386
 DR0386                          SUPERSEDED SURVEY CONTROL
 DR0386
 DR0386  NGVD 29 (??/??/92) 1109.498  (m)         3640.08   (f) ADJ UNCH    2 0
 DR0386
 DR0386.Superseded values are not recommended for survey control.
 DR0386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0386.See file dsdata.txt to determine how the superseded data were derived.
 DR0386
 DR0386_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES443853(NAD 83)
 DR0386_MARKER: DB = BENCH MARK DISK
 DR0386_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DR0386_SP_SET: LIGHT STRUCTURE
 DR0386_STAMPING: J 221 1945
 DR0386_MARK LOGO: CGS   
 DR0386_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR0386_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR0386
 DR0386  HISTORY     - Date     Condition        Report By
 DR0386  HISTORY     - 1945     MONUMENTED       CGS
 DR0386  HISTORY     - 1971     GOOD             NGS
 DR0386  HISTORY     - 1975     GOOD             NGS
 DR0386  HISTORY     - 19960610 POOR             CHANCE
 DR0386
 DR0386                          STATION DESCRIPTION
 DR0386
 DR0386'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 DR0386'4 MI S FROM ROSWELL.
 DR0386'LOCATED AT THE ROSWELL INDUSTRIAL AIR CENTER, 177 FEET SSE OF THE
 DR0386'CENTERLINE INTERSECTION OF SMITH STREET AND GATE 8 ROAD, 114 FEET WEST
 DR0386'OF THE SOUTHWEST CORNER OF THE TERMINAL BUILDING, 110 FEET EAST OF THE
 DR0386'FIREPLUG WHICH IS IN THE SOUTHEAST CORNER OF THE FIRE STATION LAWN,
 DR0386'74.0 FEET NORTH OF THE FENCE AT THE EDGE OF THE AIRCRAFT RAMP, AND IN
 DR0386'THE CORNER OF A CONCRETE SLAB THAT IS WITHIN THE PARKING AREA WEST OF
 DR0386'THE TERMINAL BUILDING.  NOTE-- BM PARTIALLY PAVED OVER.
 DR0386
 DR0386                          STATION RECOVERY (1975)
 DR0386
 DR0386'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 DR0386'RECOVERED IN GOOD CONDITION.
 DR0386
 DR0386                          STATION RECOVERY (1996)
 DR0386
 DR0386'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (KAL)
 DR0386'RECOVERY NOTE BY CHANCE 1996 RECOVERED IN FAIR CONDITION - APPEARS TO
 DR0386'HAVE BEEN DAMAGED.  A NEW AND COMPLETE DESCRIPTION FOLLOWS THE STATION
 DR0386'IS LOCATED APPROXIMATELY 8.0 KM (4.95 MI) SOUTH OF THE CITY OF ROSWELL
 DR0386'AT THE ROSWELL INDUSTRIAL AIR CENTER.  OWNERSHIP -- CITY OF ROSWELL,
 DR0386'DENNIS YBARRA - AIRPORT MANAGER, PHONE (505) 347-5703 TO REACH THE
 DR0386'STATION FROM THE JUNCTION OF US HIGHWAY 70 AND MAIN STREET IN ROSWELL,
 DR0386'PROCEED SOUTH ON MAIN STREET FOR 8.8 KM (5.45 MI) TO A SPLIT IN THE
 DR0386'ROAD AT MARTIN STREET.  TURN LEFT AND PROCEED EAST 0.08 KM (0.05 MI)
 DR0386'TO GAIL HARRIS STREET.  TURN RIGHT AND PROCEED SOUTH ON GAIL HARRIS
 DR0386'STREET FOR 0.72 KM (0.45 MI) TO EARL CUMMINGS LOOP.  TURN RIGHT AND
 DR0386'PROCEED WEST ON EARL CUMMINGS LOOP FOR 0.08 KM (0.05 MI) TO LINBERG
 DR0386'STREET.  TURN LEFT AND PROCEED SOUTH ON LINBERG STREET FOR 0.24 KM
 DR0386'(0.15 MI) TO A GATE AND THE STATION NEAR THE CENTER OF THE DRIVE IN
 DR0386'THE SOUTHWEST CORNER OF A CONCRETE SLAB 22.9 M (75.1 FT) NORTH OF THE
 DR0386'PERIMETER FENCE THE STATION IS A BENCH MARK DISK SET INTO THE
 DR0386'SOUTHWEST CORNER OF A CONCRETE SLAB.  THE STATION IS LOCATED 50.3 M
 DR0386'(165.0 FT) SOUTH OF A POWER POLE IN THE PAVED PARKING LOT, 34.7 M
 DR0386'(113.8 FT) WEST OF THE SOUTHWEST CORNER OF A BUILDING, 33.5 M (109.9
 DR0386'FT) EAST OF A FIRE HYDRANT, AND 22.6 M (74.1 FT) NORTH OF THE AIRPORT
 DR0386'AND GATE PERIMETER FENCE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0338 ***********************************************************************
 EQ0338  DESIGNATION -  J 222
 EQ0338  PID         -  EQ0338
 EQ0338  STATE/COUNTY-  NM/VALENCIA
 EQ0338  USGS QUAD   -  TOME (1991)
 EQ0338
 EQ0338                         *CURRENT SURVEY CONTROL
 EQ0338  ___________________________________________________________________
 EQ0338* NAD 83(1986)-  34 39 10.     (N)    106 44 11.     (W)     SCALED    
 EQ0338* NAVD 88     -      1468.426  (meters)    4817.66   (feet)  ADJUSTED  
 EQ0338  ___________________________________________________________________
 EQ0338  GEOID HEIGHT-         -21.85  (meters)                     GEOID03
 EQ0338  DYNAMIC HT  -        1466.383 (meters)    4810.96  (feet)  COMP
 EQ0338  MODELED GRAV-     979,193.3   (mgal)                       NAVD 88
 EQ0338
 EQ0338  VERT ORDER  -  FIRST     CLASS II
 EQ0338
 EQ0338.The horizontal coordinates were scaled from a topographic map and have
 EQ0338.an estimated accuracy of +/- 6 seconds.
 EQ0338
 EQ0338.The orthometric height was determined by differential leveling
 EQ0338.and adjusted by the National Geodetic Survey in June 1991..
 EQ0338.WARNING-Repeat measurements at this control monument indicate possible
 EQ0338.vertical movement.
 EQ0338
 EQ0338.The geoid height was determined by GEOID03.
 EQ0338
 EQ0338.The dynamic height is computed by dividing the NAVD 88
 EQ0338.geopotential number by the normal gravity value computed on the
 EQ0338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0338.degrees latitude (g = 980.6199 gals.).
 EQ0338
 EQ0338.The modeled gravity was interpolated from observed gravity values.
 EQ0338
 EQ0338;                    North         East    Units  Estimated Accuracy
 EQ0338;SPC NM C     -   405,170.      455,420.      MT  (+/- 180 meters Scaled)
 EQ0338
 EQ0338                          SUPERSEDED SURVEY CONTROL
 EQ0338
 EQ0338  NGVD 29 (??/??/92) 1467.665  (m)         4815.16   (f) ADJ UNCH    1 2
 EQ0338
 EQ0338.Superseded values are not recommended for survey control.
 EQ0338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0338.See file dsdata.txt to determine how the superseded data were derived.
 EQ0338
 EQ0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU408359(NAD 83)
 EQ0338_MARKER: DB = BENCH MARK DISK
 EQ0338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EQ0338_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EQ0338_STAMPING: J 222 1951
 EQ0338_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EQ0338+STABILITY: SURFACE MOTION
 EQ0338
 EQ0338  HISTORY     - Date     Condition        Report By
 EQ0338  HISTORY     - 1951     MONUMENTED       CGS
 EQ0338  HISTORY     - 1958     GOOD             NGS
 EQ0338  HISTORY     - 20050206 MARK NOT FOUND   GEOCAC
 EQ0338
 EQ0338                          STATION DESCRIPTION
 EQ0338
 EQ0338'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 EQ0338'1.9 MI E FROM BELEN.
 EQ0338'1.9 MILES EAST ALONG STATE HIGHWAY 6 FROM THE ATCHISON, TOPEKA AND
 EQ0338'SANTA FE RAILROAD STATION AT BELEN, AT A JUNCTION WITH STATE HIGHWAY
 EQ0338'47, 145 FEET NORTH OF THE CENTER LINE OF STATE HIGHWAY 6, 118 FEET
 EQ0338'WEST OF THE CENTER LINE OF STATE HIGHWAY 478 82 FEET NORTHWEST OF THE
 EQ0338'NORTH END OF THE EAST ABUTMENT OF A NEW BRIDGE OVER THE RIO GRANDE
 EQ0338'RIVER, 7 FEET EAST OF A POWER POLE, 2 FEET EAST OF A WITNESS POST, SET
 EQ0338'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE
 EQ0338'GROUND.
 EQ0338
 EQ0338                          STATION RECOVERY (1958)
 EQ0338
 EQ0338'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 EQ0338'RECOVERED IN GOOD CONDITION.
 EQ0338
 EQ0338                          STATION RECOVERY (2005)
 EQ0338
 EQ0338'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 EQ0338'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0339 ***********************************************************************
 EQ0339  DESIGNATION -  J 222 RESET
 EQ0339  PID         -  EQ0339
 EQ0339  STATE/COUNTY-  NM/VALENCIA
 EQ0339  USGS QUAD   -  TOME (1991)
 EQ0339
 EQ0339                         *CURRENT SURVEY CONTROL
 EQ0339  ___________________________________________________________________
 EQ0339* NAD 83(1986)-  34 39 10.     (N)    106 44 11.     (W)     SCALED    
 EQ0339* NAVD 88     -      1468.28   (+/-2cm)    4817.2    (feet)  VERTCON   
 EQ0339  ___________________________________________________________________
 EQ0339  GEOID HEIGHT-         -21.85  (meters)                     GEOID03
 EQ0339
 EQ0339  VERT ORDER  -  THIRD (See Below)
 EQ0339
 EQ0339.The horizontal coordinates were scaled from a topographic map and have
 EQ0339.an estimated accuracy of +/- 6 seconds.
 EQ0339
 EQ0339.The NAVD 88 height was computed by applying the VERTCON shift value to
 EQ0339.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EQ0339.The vertical order pertains to the NGVD 29 superseded value.
 EQ0339
 EQ0339.The geoid height was determined by GEOID03.
 EQ0339
 EQ0339;                    North         East    Units  Estimated Accuracy
 EQ0339;SPC NM C     -   405,170.      455,420.      MT  (+/- 180 meters Scaled)
 EQ0339
 EQ0339                          SUPERSEDED SURVEY CONTROL
 EQ0339
 EQ0339  NGVD 29 (??/??/??) 1467.52   (m)         4814.7    (f) RESET       3  
 EQ0339
 EQ0339.Superseded values are not recommended for survey control.
 EQ0339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0339.See file dsdata.txt to determine how the superseded data were derived.
 EQ0339
 EQ0339_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU408359(NAD 83)
 EQ0339_MARKER: DD = SURVEY DISK
 EQ0339_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EQ0339_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EQ0339_STAMPING: J 222 RESET 1959
 EQ0339_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EQ0339+STABILITY: SURFACE MOTION
 EQ0339
 EQ0339  HISTORY     - Date     Condition        Report By
 EQ0339  HISTORY     - 1959     MONUMENTED       BOR
 EQ0339  HISTORY     - 20050206 MARK NOT FOUND   GEOCAC
 EQ0339
 EQ0339                          STATION DESCRIPTION
 EQ0339
 EQ0339'DESCRIBED BY US BUREAU OF RECLAMATION 1959
 EQ0339'1.9 MI E FROM BELEN.
 EQ0339'ABOUT 1.9 MILES EAST ALONG STATE HIGHWAY 6 FROM THE ATCHISON, TOPEKA
 EQ0339'AND SANTA FE RAILROAD STATION AT BELEN, AT A JUNCTION WITH STATE
 EQ0339'HIGHWAY 47, 173 FEET NORTHEAST OF THE NORTH END OF THE EAST ABUTMENT
 EQ0339'OF A CONCRETE BRIDGE OVER THE RIO GRANDE RIVER, 111.5 FEET NORTHEAST
 EQ0339'OF A POWER POLE, 93 FEET WEST OF THE CENTERLINE OF STATE HIGHWAY 47,
 EQ0339'60 FEET EAST OF THE CENTERLINE OF AN IRRIGATION DITCH, 1 FOOT SOUTH OF
 EQ0339'AN EAST-WEST FENCE LINE, SET IN THE TOP OF A CONCRETE POST WHICH
 EQ0339'PROJECTS 0.2 FOOT ABOVE THE GROUND.
 EQ0339
 EQ0339                          STATION RECOVERY (2005)
 EQ0339
 EQ0339'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 EQ0339'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0293 ***********************************************************************
 EQ0293  DESIGNATION -  J 224
 EQ0293  PID         -  EQ0293
 EQ0293  STATE/COUNTY-  NM/BERNALILLO
 EQ0293  USGS QUAD   -  ISLETA (1991)
 EQ0293
 EQ0293                         *CURRENT SURVEY CONTROL
 EQ0293  ___________________________________________________________________
 EQ0293* NAD 83(1986)-  34 54 37.     (N)    106 41 46.     (W)     SCALED    
 EQ0293* NAVD 88     -      1492.498  (meters)    4896.64   (feet)  ADJUSTED  
 EQ0293  ___________________________________________________________________
 EQ0293  GEOID HEIGHT-         -21.59  (meters)                     GEOID03
 EQ0293  DYNAMIC HT  -        1490.448 (meters)    4889.91  (feet)  COMP
 EQ0293  MODELED GRAV-     979,209.9   (mgal)                       NAVD 88
 EQ0293
 EQ0293  VERT ORDER  -  FIRST     CLASS II
 EQ0293
 EQ0293.The horizontal coordinates were scaled from a topographic map and have
 EQ0293.an estimated accuracy of +/- 6 seconds.
 EQ0293
 EQ0293.The orthometric height was determined by differential leveling
 EQ0293.and adjusted by the National Geodetic Survey in June 1991..
 EQ0293
 EQ0293.The geoid height was determined by GEOID03.
 EQ0293
 EQ0293.The dynamic height is computed by dividing the NAVD 88
 EQ0293.geopotential number by the normal gravity value computed on the
 EQ0293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0293.degrees latitude (g = 980.6199 gals.).
 EQ0293
 EQ0293.The modeled gravity was interpolated from observed gravity values.
 EQ0293
 EQ0293;                    North         East    Units  Estimated Accuracy
 EQ0293;SPC NM C     -   433,710.      459,240.      MT  (+/- 180 meters Scaled)
 EQ0293
 EQ0293                          SUPERSEDED SURVEY CONTROL
 EQ0293
 EQ0293  NGVD 29 (??/??/92) 1491.709  (m)         4894.05   (f) ADJ UNCH    1 2
 EQ0293
 EQ0293.Superseded values are not recommended for survey control.
 EQ0293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0293.See file dsdata.txt to determine how the superseded data were derived.
 EQ0293
 EQ0293_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU450644(NAD 83)
 EQ0293_MARKER: DB = BENCH MARK DISK
 EQ0293_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EQ0293_SP_SET: CONCRETE BASE
 EQ0293_STAMPING: J 224 1951
 EQ0293_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EQ0293
 EQ0293  HISTORY     - Date     Condition        Report By
 EQ0293  HISTORY     - 1951     MONUMENTED       CGS
 EQ0293  HISTORY     - 1982     MARK NOT FOUND   NGS
 EQ0293
 EQ0293                          STATION DESCRIPTION
 EQ0293
 EQ0293'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 EQ0293'0.3 MI NE FROM ISLETA.
 EQ0293'0.3 MILE NORTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 EQ0293'FROM THE STATION AT ISLETA, AT A ROAD CROSSING, 174 FEET SOUTHEAST OF
 EQ0293'THE CENTER LINE OF U.S. HIGHWAY 85, 16 FEET NORTHEAST OF THE CENTER
 EQ0293'LINE OF A GRAVELED ROAD, 15.8 FEET SOUTHEAST OF THE SOUTHEAST RAIL,
 EQ0293'2.3 FEET ABOVE THE GROUND, SET IN THE TOP OF THE SOUTHEAST SIDE OF THE
 EQ0293'CONCRETE BASE OF A SIGNAL LIGHT.
 EQ0293
 EQ0293                          STATION RECOVERY (1982)
 EQ0293
 EQ0293'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 EQ0293'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0313 ***********************************************************************
 FO0313  DESIGNATION -  J 225
 FO0313  PID         -  FO0313
 FO0313  STATE/COUNTY-  NM/BERNALILLO
 FO0313  USGS QUAD   -  ALBUQUERQUE WEST (1990)
 FO0313
 FO0313                         *CURRENT SURVEY CONTROL
 FO0313  ___________________________________________________________________
 FO0313* NAD 83(1986)-  35 05 07.     (N)    106 42 59.     (W)     SCALED    
 FO0313* NAVD 88     -      1555.231  (meters)    5102.45   (feet)  ADJUSTED  
 FO0313  ___________________________________________________________________
 FO0313  GEOID HEIGHT-         -21.47  (meters)                     GEOID03
 FO0313  DYNAMIC HT  -        1553.099 (meters)    5095.46  (feet)  COMP
 FO0313  MODELED GRAV-     979,209.6   (mgal)                       NAVD 88
 FO0313
 FO0313  VERT ORDER  -  FIRST     CLASS II
 FO0313
 FO0313.The horizontal coordinates were scaled from a topographic map and have
 FO0313.an estimated accuracy of +/- 6 seconds.
 FO0313
 FO0313.The orthometric height was determined by differential leveling
 FO0313.and adjusted by the National Geodetic Survey in June 1991..
 FO0313
 FO0313.The geoid height was determined by GEOID03.
 FO0313
 FO0313.The dynamic height is computed by dividing the NAVD 88
 FO0313.geopotential number by the normal gravity value computed on the
 FO0313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0313.degrees latitude (g = 980.6199 gals.).
 FO0313
 FO0313.The modeled gravity was interpolated from observed gravity values.
 FO0313
 FO0313;                    North         East    Units  Estimated Accuracy
 FO0313;SPC NM C     -   453,130.      457,470.      MT  (+/- 180 meters Scaled)
 FO0313
 FO0313                          SUPERSEDED SURVEY CONTROL
 FO0313
 FO0313  NGVD 29 (??/??/92) 1554.404  (m)         5099.74   (f) ADJ UNCH    1 2
 FO0313
 FO0313.Superseded values are not recommended for survey control.
 FO0313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0313.See file dsdata.txt to determine how the superseded data were derived.
 FO0313
 FO0313_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU435838(NAD 83)
 FO0313_MARKER: DB = BENCH MARK DISK
 FO0313_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FO0313_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FO0313_STAMPING: J 225 1951
 FO0313_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO0313+STABILITY: SURFACE MOTION
 FO0313
 FO0313  HISTORY     - Date     Condition        Report By
 FO0313  HISTORY     - 1951     MONUMENTED       CGS
 FO0313  HISTORY     - 20050206 MARK NOT FOUND   GEOCAC
 FO0313
 FO0313                          STATION DESCRIPTION
 FO0313
 FO0313'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 FO0313'4.75 MI W FROM ALBUQUERQUE.
 FO0313'0.25 MILE NORTH ALONG NORTH FIFTH STREET FROM THE COUNTY COURTHOUSE AT
 FO0313'ALBUQUERQUE, THENCE 1.1 MILES WEST ALONG WEST NEW YORK AVENUE, THENCE
 FO0313'3.0 MILES SOUTHWEST ALONG U.S. HIGHWAY 66, THENCE 0.4 MILE NORTH ALONG
 FO0313'AN OILED ROAD, AT THE WEST MESA CUTTER CARR AIRPORT, AT THE WEST
 FO0313'CORNER OF THE SMALLEST AND MOST SOUTHWESTERLY ONE OF THREE HANGARS,
 FO0313'25.4 FEET NORTHEAST OF A WIRE FENCE, 14 FEET NORTHWEST OF THE
 FO0313'NORTHWEST SIDE OF THE SOUTHWEST ENTRANCE OF THE HANGER, SET IN THE TOP
 FO0313'OF A CONCRETE POST WHICH PROJECTS 0.1 FOOT ABOVE THE GROUND.
 FO0313
 FO0313                          STATION RECOVERY (2005)
 FO0313
 FO0313'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 FO0313'THIS AREA IS NO LONGER AN AIRPORT, AND ALL AIRPORT BUILDINGS HAVE BEEN
 FO0313'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0303 ***********************************************************************
 FO0303  DESIGNATION -  J 227
 FO0303  PID         -  FO0303
 FO0303  STATE/COUNTY-  NM/BERNALILLO
 FO0303  USGS QUAD   -  THE VOLCANOES (1990)
 FO0303
 FO0303                         *CURRENT SURVEY CONTROL
 FO0303  ___________________________________________________________________
 FO0303* NAD 83(1986)-  35 10 22.     (N)    106 48 47.     (W)     SCALED    
 FO0303* NAVD 88     -      1782.217  (meters)    5847.16   (feet)  ADJUSTED  
 FO0303  ___________________________________________________________________
 FO0303  GEOID HEIGHT-         -21.33  (meters)                     GEOID03
 FO0303  DYNAMIC HT  -        1779.722 (meters)    5838.97  (feet)  COMP
 FO0303  MODELED GRAV-     979,171.5   (mgal)                       NAVD 88
 FO0303
 FO0303  VERT ORDER  -  FIRST     CLASS II
 FO0303
 FO0303.The horizontal coordinates were scaled from a topographic map and have
 FO0303.an estimated accuracy of +/- 6 seconds.
 FO0303
 FO0303.The orthometric height was determined by differential leveling
 FO0303.and adjusted by the National Geodetic Survey in June 1991..
 FO0303
 FO0303.The geoid height was determined by GEOID03.
 FO0303
 FO0303.The dynamic height is computed by dividing the NAVD 88
 FO0303.geopotential number by the normal gravity value computed on the
 FO0303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0303.degrees latitude (g = 980.6199 gals.).
 FO0303
 FO0303.The modeled gravity was interpolated from observed gravity values.
 FO0303
 FO0303;                    North         East    Units  Estimated Accuracy
 FO0303;SPC NM C     -   462,890.      448,710.      MT  (+/- 180 meters Scaled)
 FO0303
 FO0303                          SUPERSEDED SURVEY CONTROL
 FO0303
 FO0303  NGVD 29 (??/??/92) 1781.341  (m)         5844.28   (f) ADJ UNCH    1 2
 FO0303
 FO0303.Superseded values are not recommended for survey control.
 FO0303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0303.See file dsdata.txt to determine how the superseded data were derived.
 FO0303
 FO0303_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU348937(NAD 83)
 FO0303_MARKER: DB = BENCH MARK DISK
 FO0303_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FO0303_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FO0303_STAMPING: J 227 1951
 FO0303_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO0303+STABILITY: SURFACE MOTION
 FO0303
 FO0303  HISTORY     - Date     Condition        Report By
 FO0303  HISTORY     - 1951     MONUMENTED       CGS
 FO0303
 FO0303                          STATION DESCRIPTION
 FO0303
 FO0303'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 FO0303'14.8 MI NW FROM ALBUQUERQUE.
 FO0303'0.25 MILE NORTH ALONG NORTH FIFTH STREET FROM THE COUNTY COURTHOUSE AT
 FO0303'ALBUQUERQUE, THENCE 1.1 MILES WEST ALONG WEST NEW YORK AVENUE, THENCE
 FO0303'3.4 MILES SOUTHWEST ALONG U.S. HIGHWAY 66 TO THE WEST MESA MOTEL,
 FO0303'THENCE 5.7 MILES NORTHWEST ALONG A GRADED SANDY ROAD TO AN EAST AND
 FO0303'WEST FENCE, THENCE 1.0 MILE WEST ALONG A DIRT ROAD TO A CATTLE GUARD,
 FO0303'THENCE 3.35 MILES NORTH ALONG A DIRT ROAD, 0.5 MILE SOUTH OF AN EAST
 FO0303'AND WEST FENCE AND A CATTLE GUARD, 46 FEET EAST OF THE CENTER LINE OF
 FO0303'A NORTH AND SOUTH ROAD, 3.3 FEET SOUTHWEST OF A WITNESS POST, SET IN
 FO0303'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0270 ***********************************************************************
 CV0270  DESIGNATION -  J 230
 CV0270  PID         -  CV0270
 CV0270  STATE/COUNTY-  NM/LEA
 CV0270  USGS QUAD   -  HUMBLE CITY (1979)
 CV0270
 CV0270                         *CURRENT SURVEY CONTROL
 CV0270  ___________________________________________________________________
 CV0270* NAD 83(1986)-  32 45 48.     (N)    103 12 09.     (W)     SCALED    
 CV0270* NAVD 88     -      1123.233  (meters)    3685.14   (feet)  POSTED    
 CV0270  ___________________________________________________________________
 CV0270  GEOID HEIGHT-         -21.62  (meters)                     GEOID03
 CV0270  DYNAMIC HT  -        1121.720 (meters)    3680.18  (feet)  COMP
 CV0270  MODELED GRAV-     979,250.3   (mgal)                       NAVD 88
 CV0270
 CV0270  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 CV0270
 CV0270.The horizontal coordinates were scaled from a topographic map and have
 CV0270.an estimated accuracy of +/- 6 seconds.
 CV0270
 CV0270.The orthometric height was determined by differential leveling
 CV0270.and adjusted by the National Geodetic Survey in 1992..
 CV0270.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 CV0270.rate of 2.1 thru 3.0 mm/km.
 CV0270
 CV0270.The geoid height was determined by GEOID03.
 CV0270
 CV0270.The dynamic height is computed by dividing the NAVD 88
 CV0270.geopotential number by the normal gravity value computed on the
 CV0270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0270.degrees latitude (g = 980.6199 gals.).
 CV0270
 CV0270.The modeled gravity was interpolated from observed gravity values.
 CV0270
 CV0270;                    North         East    Units  Estimated Accuracy
 CV0270;SPC NM E     -   196,080.      270,950.      MT  (+/- 180 meters Scaled)
 CV0270
 CV0270                          SUPERSEDED SURVEY CONTROL
 CV0270
 CV0270  NGVD 29 (??/??/92) 1122.872  (m)         3683.96   (f) ADJ UNCH    1 2
 CV0270
 CV0270.Superseded values are not recommended for survey control.
 CV0270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0270.See file dsdata.txt to determine how the superseded data were derived.
 CV0270
 CV0270_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFS683264(NAD 83)
 CV0270_MARKER: DB = BENCH MARK DISK
 CV0270_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CV0270_SP_SET: FOUNDATION
 CV0270_STAMPING: J 230 1945
 CV0270_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CV0270
 CV0270  HISTORY     - Date     Condition        Report By
 CV0270  HISTORY     - 1945     MONUMENTED       CGS
 CV0270  HISTORY     - 1949     GOOD             NGS
 CV0270
 CV0270                          STATION DESCRIPTION
 CV0270
 CV0270'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 CV0270'7.8 MI NW FROM HOBBS.
 CV0270'AT THE HOBBS ARMY AIR FIELD, AT THE NORTHWEST END OF THE MAINTENANCE
 CV0270'-HANGAR (BUILDING NO. T-246).  22.0 FEET SOUTHWEST OF THE NORTHEAST
 CV0270'CORNER AND 0.5 FOOT NORTHWEST OF THE BUILDING.  AN IRON DISK STAMPED J
 CV0270'230 1945 SET IN A DRILL HOLE IN CONCRETE FOUNDATION.
 CV0270
 CV0270                          STATION RECOVERY (1949)
 CV0270
 CV0270'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1949
 CV0270'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0779 ***********************************************************************
 DS0779  DESIGNATION -  J 231
 DS0779  PID         -  DS0779
 DS0779  STATE/COUNTY-  NM/SOCORRO
 DS0779  USGS QUAD   -  FORT CRAIG (1980)
 DS0779
 DS0779                         *CURRENT SURVEY CONTROL
 DS0779  ___________________________________________________________________
 DS0779* NAD 83(1986)-  33 40 21.     (N)    107 06 23.     (W)     SCALED    
 DS0779* NAVD 88     -      1483.378  (meters)    4866.72   (feet)  ADJUSTED  
 DS0779  ___________________________________________________________________
 DS0779  GEOID HEIGHT-         -22.76  (meters)                     GEOID03
 DS0779  DYNAMIC HT  -        1481.218 (meters)    4859.63  (feet)  COMP
 DS0779  MODELED GRAV-     979,129.3   (mgal)                       NAVD 88
 DS0779
 DS0779  VERT ORDER  -  FIRST     CLASS II
 DS0779
 DS0779.The horizontal coordinates were scaled from a topographic map and have
 DS0779.an estimated accuracy of +/- 6 seconds.
 DS0779
 DS0779.The orthometric height was determined by differential leveling
 DS0779.and adjusted by the National Geodetic Survey in June 1991..
 DS0779
 DS0779.The geoid height was determined by GEOID03.
 DS0779
 DS0779.The dynamic height is computed by dividing the NAVD 88
 DS0779.geopotential number by the normal gravity value computed on the
 DS0779.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0779.degrees latitude (g = 980.6199 gals.).
 DS0779
 DS0779.The modeled gravity was interpolated from observed gravity values.
 DS0779
 DS0779;                    North         East    Units  Estimated Accuracy
 DS0779;SPC NM C     -   296,660.      420,590.      MT  (+/- 180 meters Scaled)
 DS0779
 DS0779                          SUPERSEDED SURVEY CONTROL
 DS0779
 DS0779  NGVD 29 (??/??/92) 1482.656  (m)         4864.35   (f) ADJ UNCH    1 2
 DS0779
 DS0779.Superseded values are not recommended for survey control.
 DS0779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0779.See file dsdata.txt to determine how the superseded data were derived.
 DS0779
 DS0779_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT047278(NAD 83)
 DS0779_MARKER: DB = BENCH MARK DISK
 DS0779_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0779_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0779_STAMPING: J 231 1950
 DS0779_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0779+STABILITY: SURFACE MOTION
 DS0779
 DS0779  HISTORY     - Date     Condition        Report By
 DS0779  HISTORY     - 1950     MONUMENTED       CGS
 DS0779
 DS0779                          STATION DESCRIPTION
 DS0779
 DS0779'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 DS0779'23.6 MI SW FROM SAN ANTONIO.
 DS0779'21.1 MILES SOUTHWEST ALONG U.S. HIGHWAY 85 FROM THE ATCHISON, TOPEKA
 DS0779'AND SANTA FE RAILROAD STATION AT SAN ANTONIO, THENCE 2.5 MILES
 DS0779'SOUTHWEST ALONG OLD U.S. HIGHWAY 85, AT THE TOP OF A HILL, ON THE
 DS0779'NORTH RIM OF MULLIGAN GULCH, 64 FEET WEST OF THE CENTER LINE OF THE
 DS0779'HIGHWAY, 2.5 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 DS0779'POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0773 ***********************************************************************
 DS0773  DESIGNATION -  J 232
 DS0773  PID         -  DS0773
 DS0773  STATE/COUNTY-  NM/SOCORRO
 DS0773  USGS QUAD   -  BLACK HILL (1980)
 DS0773
 DS0773                         *CURRENT SURVEY CONTROL
 DS0773  ___________________________________________________________________
 DS0773* NAD 83(1986)-  33 37 15.     (N)    107 08 15.     (W)     SCALED    
 DS0773* NAVD 88     -      1473.085  (meters)    4832.95   (feet)  ADJUSTED  
 DS0773  ___________________________________________________________________
 DS0773  GEOID HEIGHT-         -22.83  (meters)                     GEOID03
 DS0773  DYNAMIC HT  -        1470.927 (meters)    4825.87  (feet)  COMP
 DS0773  MODELED GRAV-     979,121.3   (mgal)                       NAVD 88
 DS0773
 DS0773  VERT ORDER  -  FIRST     CLASS II
 DS0773
 DS0773.The horizontal coordinates were scaled from a topographic map and have
 DS0773.an estimated accuracy of +/- 6 seconds.
 DS0773
 DS0773.The orthometric height was determined by differential leveling
 DS0773.and adjusted by the National Geodetic Survey in June 1991..
 DS0773
 DS0773.The geoid height was determined by GEOID03.
 DS0773
 DS0773.The dynamic height is computed by dividing the NAVD 88
 DS0773.geopotential number by the normal gravity value computed on the
 DS0773.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0773.degrees latitude (g = 980.6199 gals.).
 DS0773
 DS0773.The modeled gravity was interpolated from observed gravity values.
 DS0773
 DS0773;                    North         East    Units  Estimated Accuracy
 DS0773;SPC NM C     -   290,950.      417,650.      MT  (+/- 180 meters Scaled)
 DS0773
 DS0773                          SUPERSEDED SURVEY CONTROL
 DS0773
 DS0773  NGVD 29 (??/??/92) 1472.358  (m)         4830.56   (f) ADJ UNCH    1 2
 DS0773
 DS0773.Superseded values are not recommended for survey control.
 DS0773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0773.See file dsdata.txt to determine how the superseded data were derived.
 DS0773
 DS0773_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT017221(NAD 83)
 DS0773_MARKER: DB = BENCH MARK DISK
 DS0773_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0773_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0773_STAMPING: J 232 1950
 DS0773_PROJECTION: PROJECTING 15 CENTIMETERS
 DS0773_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0773+STABILITY: SURFACE MOTION
 DS0773
 DS0773  HISTORY     - Date     Condition        Report By
 DS0773  HISTORY     - 1950     MONUMENTED       CGS
 DS0773  HISTORY     - 1980     GOOD             NGS
 DS0773
 DS0773                          STATION DESCRIPTION
 DS0773
 DS0773'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 DS0773'27.0 MI SW FROM SAN ANTONIO.
 DS0773'27.0 MILES SOUTHWEST ALONG U.S. HIGHWAY 85 FROM THE ATCHISON, TOPEKA
 DS0773'AND SANTA FE RAILROAD STATION AT SAN ANTONIO, 500 FEET SOUTHEAST OF A
 DS0773'STATION, BETWEEN TWO POWER POLES WHICH ARE 10 FEET APART, 390 FEET
 DS0773'SOUTHWEST OF A STOKEN PEN, 200 FEET SOUTHEAST OF THE CENTER LINE OF
 DS0773'THE HIGHWAY, 119 FEET NORTHEAST OF THE CENTER LINE OF A ROAD LEADING
 DS0773'SOUTHEAST, 101 FEET SOUTHEAST OF A FENCE, 3.7 FEET NORTHEAST OF A
 DS0773'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6
 DS0773'FOOT ABOVE THE GROUND.
 DS0773
 DS0773                          STATION RECOVERY (1980)
 DS0773
 DS0773'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DS0773'0.2 KILOMETER (0.1 MILE) EAST ALONG U.S. HIGHWAY 380 FROM THE POST
 DS0773'OFFICE IN SAN ANTONIO, THENCE 43.9 KILOMETERS (27.3 MILES) SOUTH
 DS0773'ALONG STATE HIGHWAY 1, BETWEEN TWO POWER POLES AT A INTERSTATE
 DS0773'HIGHWAY 25 REST AREA, 81.4 METERS (267.0 FEET) NORTHWEST OF THE
 DS0773'CENTER LINE OF THE HIGHWAY, 24.2 METERS (79.5 FEET) SOUTHWEST OF THE
 DS0773'CENTER OF A WALKWAY AND 11.5 METERS (376.0 FEET) SOUTHEAST OF THE
 DS0773'NORTHEAST CORNER OF A PICNIC SHELTER.
 DS0773'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0870 ***********************************************************************
 DS0870  DESIGNATION -  J 233
 DS0870  PID         -  DS0870
 DS0870  STATE/COUNTY-  NM/SIERRA
 DS0870  USGS QUAD   -  HUERFANO HILL (1980)
 DS0870
 DS0870                         *CURRENT SURVEY CONTROL
 DS0870  ___________________________________________________________________
 DS0870* NAD 83(1986)-  33 16 12.     (N)    107 19 37.     (W)     SCALED    
 DS0870* NAVD 88     -      1527.666  (meters)    5012.02   (feet)  ADJUSTED  
 DS0870  ___________________________________________________________________
 DS0870  GEOID HEIGHT-         -23.15  (meters)                     GEOID03
 DS0870  DYNAMIC HT  -        1525.401 (meters)    5004.59  (feet)  COMP
 DS0870  MODELED GRAV-     979,100.9   (mgal)                       NAVD 88
 DS0870
 DS0870  VERT ORDER  -  FIRST     CLASS II
 DS0870
 DS0870.The horizontal coordinates were scaled from a topographic map and have
 DS0870.an estimated accuracy of +/- 6 seconds.
 DS0870
 DS0870.The orthometric height was determined by differential leveling
 DS0870.and adjusted by the National Geodetic Survey in June 1991..
 DS0870
 DS0870.The geoid height was determined by GEOID03.
 DS0870
 DS0870.The dynamic height is computed by dividing the NAVD 88
 DS0870.geopotential number by the normal gravity value computed on the
 DS0870.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0870.degrees latitude (g = 980.6199 gals.).
 DS0870
 DS0870.The modeled gravity was interpolated from observed gravity values.
 DS0870
 DS0870;                    North         East    Units  Estimated Accuracy
 DS0870;SPC NM W     -   251,810.      877,180.      MT  (+/- 180 meters Scaled)
 DS0870
 DS0870                          SUPERSEDED SURVEY CONTROL
 DS0870
 DS0870  NGVD 29 (??/??/92) 1526.962  (m)         5009.71   (f) ADJ UNCH    1 2
 DS0870
 DS0870.Superseded values are not recommended for survey control.
 DS0870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0870.See file dsdata.txt to determine how the superseded data were derived.
 DS0870
 DS0870_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBS832836(NAD 83)
 DS0870_MARKER: DB = BENCH MARK DISK
 DS0870_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0870_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0870_STAMPING: J 233 1951
 DS0870_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0870+STABILITY: SURFACE MOTION
 DS0870
 DS0870  HISTORY     - Date     Condition        Report By
 DS0870  HISTORY     - 1951     MONUMENTED       CGS
 DS0870
 DS0870                          STATION DESCRIPTION
 DS0870
 DS0870'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 DS0870'12.9 MI N FROM HOT SPRINGS.
 DS0870'9.3 MILES NORTH ALONG U.S. HIGHWAY 85 FROM THE POST OFFICE AT HOT
 DS0870'SPRINGS, THENCE 2.0 MILES WEST ALONG STATE HIGHWAY 52, THENCE 1.6
 DS0870'MILES NORTHWEST ALONG A GRADED DIRT ROAD LEADING TO MONTICELLO, 0.15
 DS0870'MILE NORTHWEST OF A JUNCTION WITH A ROAD LEADING NORTH TO AN OIL WELL,
 DS0870'77 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 1.7 FEET SOUTHEAST
 DS0870'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 DS0870'0.6 FOOT ABOVE THE GROUND.  NOTE-- HOT SPRINGS N.M. HAS BEEN RENAMED
 DS0870'TRUTH OR CONSEQUENCES N.M.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0096 ***********************************************************************
 DS0096  DESIGNATION -  J 234
 DS0096  PID         -  DS0096
 DS0096  STATE/COUNTY-  NM/LINCOLN
 DS0096  USGS QUAD   -  BULL GAP SW (1981)
 DS0096
 DS0096                         *CURRENT SURVEY CONTROL
 DS0096  ___________________________________________________________________
 DS0096* NAD 83(1986)-  33 30 17.     (N)    106 07 47.     (W)     SCALED    
 DS0096* NAVD 88     -      1394.908  (meters)    4576.46   (feet)  ADJUSTED  
 DS0096  ___________________________________________________________________
 DS0096  GEOID HEIGHT-         -21.50  (meters)                     GEOID03
 DS0096  DYNAMIC HT  -        1392.916 (meters)    4569.93  (feet)  COMP
 DS0096  MODELED GRAV-     979,160.9   (mgal)                       NAVD 88
 DS0096
 DS0096  VERT ORDER  -  SECOND    CLASS 0
 DS0096
 DS0096.The horizontal coordinates were scaled from a topographic map and have
 DS0096.an estimated accuracy of +/- 6 seconds.
 DS0096
 DS0096.The orthometric height was determined by differential leveling
 DS0096.and adjusted by the National Geodetic Survey in June 1991..
 DS0096.WARNING-Repeat measurements at this control monument indicate possible
 DS0096.vertical movement.
 DS0096
 DS0096.The geoid height was determined by GEOID03.
 DS0096
 DS0096.The dynamic height is computed by dividing the NAVD 88
 DS0096.geopotential number by the normal gravity value computed on the
 DS0096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0096.degrees latitude (g = 980.6199 gals.).
 DS0096
 DS0096.The modeled gravity was interpolated from observed gravity values.
 DS0096
 DS0096;                    North         East    Units  Estimated Accuracy
 DS0096;SPC NM C     -   277,730.      511,180.      MT  (+/- 180 meters Scaled)
 DS0096
 DS0096                          SUPERSEDED SURVEY CONTROL
 DS0096
 DS0096  NGVD 29 (??/??/92) 1394.268  (m)         4574.36   (f) ADJ UNCH    2 0
 DS0096
 DS0096.Superseded values are not recommended for survey control.
 DS0096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0096.See file dsdata.txt to determine how the superseded data were derived.
 DS0096
 DS0096_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT950078(NAD 83)
 DS0096_MARKER: DB = BENCH MARK DISK
 DS0096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0096_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0096_STAMPING: J 234 1952
 DS0096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0096+STABILITY: SURFACE MOTION
 DS0096
 DS0096  HISTORY     - Date     Condition        Report By
 DS0096  HISTORY     - 1952     MONUMENTED       CGS
 DS0096  HISTORY     - 1969     GOOD             NGS
 DS0096
 DS0096                          STATION DESCRIPTION
 DS0096
 DS0096'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 DS0096'5.05 MI NW FROM OSCURO.
 DS0096'ABOUT 5.05 MILES NORTHWEST ALONG WHITE SANDS MISSILE RANGE ROUTE 12
 DS0096'FROM THE STORE AT OSCURO, 0.2 MILE SOUTHWEST OF AN ABANDONED BUILDING,
 DS0096'0.1 MILE WEST OF A GATE, 133 FEET NORTH OF THE CENTER LINE OF THE
 DS0096'ROUTE, 1 FOOT SOUTH OF A FENCE, 2.8 FEET WEST OF A WOODEN WITNESS
 DS0096'POST, ABOUT LEVEL WITH THE ROUTE, AND SET IN THE TOP OF A CONCRETE
 DS0096'POST WHICH PROJECTS 6 INCHES ABOVE THE SURFACE OF THE GROUND. SEC 29,
 DS0096'T 9S, R 8E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0060 ***********************************************************************
 DS0060  DESIGNATION -  J 235
 DS0060  PID         -  DS0060
 DS0060  STATE/COUNTY-  NM/SOCORRO
 DS0060  USGS QUAD   -  MOCKINGBIRD GAP (1982)
 DS0060
 DS0060                         *CURRENT SURVEY CONTROL
 DS0060  ___________________________________________________________________
 DS0060* NAD 83(1986)-  33 35 59.     (N)    106 29 27.     (W)     SCALED    
 DS0060* NAVD 88     -      1481.435  (meters)    4860.34   (feet)  ADJUSTED  
 DS0060  ___________________________________________________________________
 DS0060  GEOID HEIGHT-         -22.14  (meters)                     GEOID03
 DS0060  DYNAMIC HT  -        1479.296 (meters)    4853.32  (feet)  COMP
 DS0060  MODELED GRAV-     979,141.2   (mgal)                       NAVD 88
 DS0060
 DS0060  VERT ORDER  -  SECOND    CLASS 0
 DS0060
 DS0060.The horizontal coordinates were scaled from a topographic map and have
 DS0060.an estimated accuracy of +/- 6 seconds.
 DS0060
 DS0060.The orthometric height was determined by differential leveling
 DS0060.and adjusted by the National Geodetic Survey in June 1991..
 DS0060
 DS0060.The geoid height was determined by GEOID03.
 DS0060
 DS0060.The dynamic height is computed by dividing the NAVD 88
 DS0060.geopotential number by the normal gravity value computed on the
 DS0060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0060.degrees latitude (g = 980.6199 gals.).
 DS0060
 DS0060.The modeled gravity was interpolated from observed gravity values.
 DS0060
 DS0060;                    North         East    Units  Estimated Accuracy
 DS0060;SPC NM C     -   288,290.      477,650.      MT  (+/- 180 meters Scaled)
 DS0060
 DS0060                          SUPERSEDED SURVEY CONTROL
 DS0060
 DS0060  NGVD 29 (??/??/92) 1480.757  (m)         4858.12   (f) ADJ UNCH    2 0
 DS0060
 DS0060.Superseded values are not recommended for survey control.
 DS0060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0060.See file dsdata.txt to determine how the superseded data were derived.
 DS0060
 DS0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT616187(NAD 83)
 DS0060_MARKER: DB = BENCH MARK DISK
 DS0060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0060_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0060_STAMPING: J 235 1952
 DS0060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0060+STABILITY: SURFACE MOTION
 DS0060
 DS0060  HISTORY     - Date     Condition        Report By
 DS0060  HISTORY     - 1952     MONUMENTED       CGS
 DS0060  HISTORY     - 1967     GOOD             NGS
 DS0060  HISTORY     - 1975     POOR             USGS
 DS0060
 DS0060                          STATION DESCRIPTION
 DS0060
 DS0060'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DS0060'16.8 MI SE FROM STALLION RANGE CENTER.
 DS0060'ABOUT 16.8 MILES SOUTHEAST ALONG WHITE SANDS MISSILE RANGE ROUTE 7
 DS0060'FROM THE HEADQUARTERS BUILDING AT STALLION RANGE CENTER, IN S 24, T 8
 DS0060'S, R 4 E, 197 FEET SOUTHEAST OF THE CENTER OF THE INTERSECTION OF
 DS0060'WHITE SANDS MISSILE RANGE ROUTE 7 AND WHITE SANDS MISSILE RANGE ROUTE
 DS0060'13, 108 FEET EAST OF THE CENTER LINE OF ROUTE 13, 49 FEET SOUTHWEST OF
 DS0060'THE CENTER LINE OF ROUTE 7, 1 1/2 FEET NORTHWEST OF A METAL WITNESS
 DS0060'POST, AND SET IN THE TOP OF A CONCRETE POST ABOUT LEVEL WITH THE
 DS0060'GROUND.
 DS0060
 DS0060                          STATION RECOVERY (1975)
 DS0060
 DS0060'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 DS0060'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0378 ***********************************************************************
 DS0378  DESIGNATION -  J 237
 DS0378  PID         -  DS0378
 DS0378  STATE/COUNTY-  NM/SOCORRO
 DS0378  USGS QUAD   -  MOUND SPRINGS (1982)
 DS0378
 DS0378                         *CURRENT SURVEY CONTROL
 DS0378  ___________________________________________________________________
 DS0378* NAD 83(1986)-  33 24 09.     (N)    106 18 52.     (W)     SCALED    
 DS0378* NAVD 88     -      1301.832  (meters)    4271.09   (feet)  ADJUSTED  
 DS0378  ___________________________________________________________________
 DS0378  GEOID HEIGHT-         -22.35  (meters)                     GEOID03
 DS0378  DYNAMIC HT  -        1299.967 (meters)    4264.98  (feet)  COMP
 DS0378  MODELED GRAV-     979,160.1   (mgal)                       NAVD 88
 DS0378
 DS0378  VERT ORDER  -  SECOND    CLASS 0
 DS0378
 DS0378.The horizontal coordinates were scaled from a topographic map and have
 DS0378.an estimated accuracy of +/- 6 seconds.
 DS0378
 DS0378.The orthometric height was determined by differential leveling
 DS0378.and adjusted by the National Geodetic Survey in June 1991..
 DS0378
 DS0378.The geoid height was determined by GEOID03.
 DS0378
 DS0378.The dynamic height is computed by dividing the NAVD 88
 DS0378.geopotential number by the normal gravity value computed on the
 DS0378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0378.degrees latitude (g = 980.6199 gals.).
 DS0378
 DS0378.The modeled gravity was interpolated from observed gravity values.
 DS0378
 DS0378;                    North         East    Units  Estimated Accuracy
 DS0378;SPC NM C     -   266,390.      494,010.      MT  (+/- 180 meters Scaled)
 DS0378
 DS0378                          SUPERSEDED SURVEY CONTROL
 DS0378
 DS0378  NGVD 29 (??/??/92) 1301.193  (m)         4269.00   (f) ADJ UNCH    2 0
 DS0378
 DS0378.Superseded values are not recommended for survey control.
 DS0378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0378.See file dsdata.txt to determine how the superseded data were derived.
 DS0378
 DS0378_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS777966(NAD 83)
 DS0378_MARKER: DB = BENCH MARK DISK
 DS0378_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0378_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0378_STAMPING: J 237 1952
 DS0378_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0378+STABILITY: SURFACE MOTION
 DS0378
 DS0378  HISTORY     - Date     Condition        Report By
 DS0378  HISTORY     - 1952     MONUMENTED       CGS
 DS0378  HISTORY     - 1975     MARK NOT FOUND   USGS
 DS0378
 DS0378                          STATION DESCRIPTION
 DS0378
 DS0378'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DS0378'51.5 MI SW FROM CARRIZOZO.
 DS0378'14.8 MILES SOUTH ALONG U.S. HIGHWAY 54 FROM THE POST OFFICE AT
 DS0378'CARRIZOZO, THENCE 23.1 MILES WEST ALONG THE MOCKING BIRD GAP ROAD,
 DS0378'THENCE 0.9 MILE SOUTH ALONG A DIRT ROAD, THENCE 8.7 MILES SOUTHEAST
 DS0378'ALONG A TRACK ROAD, THENCE 2.45 MILES NORTHEAST ALONG A TRACK ROAD,
 DS0378'THENCE 1.55 MILES SOUTHEAST ALONG A TRACK ROAD, 110 FEET WEST OF THE
 DS0378'CENTER LINE OF A DIRT CROSS ROAD, 64 FEET SOUTHWEST OF THE CENTER LINE
 DS0378'OF THE TRACK ROAD, 3 FEET NORTHEAST OF A WITNESS POST, SET IN THE TOP
 DS0378'OF A CONCRETE POST WHICH PROJECTS 0.9 FOOT ABOVE THE GROUND.
 DS0378
 DS0378                          STATION RECOVERY (1975)
 DS0378
 DS0378'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 DS0378'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0435 ***********************************************************************
 DS0435  DESIGNATION -  J 238
 DS0435  PID         -  DS0435
 DS0435  STATE/COUNTY-  NM/SOCORRO
 DS0435  USGS QUAD   -  LUMLEY LAKE NW (1982)
 DS0435
 DS0435                         *CURRENT SURVEY CONTROL
 DS0435  ___________________________________________________________________
 DS0435* NAD 83(1986)-  33 13 02.     (N)    106 27 10.     (W)     SCALED    
 DS0435* NAVD 88     -      1229.722  (meters)    4034.51   (feet)  ADJUSTED  
 DS0435  ___________________________________________________________________
 DS0435  GEOID HEIGHT-         -22.82  (meters)                     GEOID03
 DS0435  DYNAMIC HT  -        1227.962 (meters)    4028.74  (feet)  COMP
 DS0435  MODELED GRAV-     979,164.2   (mgal)                       NAVD 88
 DS0435
 DS0435  VERT ORDER  -  SECOND    CLASS 0
 DS0435
 DS0435.The horizontal coordinates were scaled from a topographic map and have
 DS0435.an estimated accuracy of +/- 6 seconds.
 DS0435
 DS0435.The orthometric height was determined by differential leveling
 DS0435.and adjusted by the National Geodetic Survey in June 1991..
 DS0435
 DS0435.The geoid height was determined by GEOID03.
 DS0435
 DS0435.The dynamic height is computed by dividing the NAVD 88
 DS0435.geopotential number by the normal gravity value computed on the
 DS0435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0435.degrees latitude (g = 980.6199 gals.).
 DS0435
 DS0435.The modeled gravity was interpolated from observed gravity values.
 DS0435
 DS0435;                    North         East    Units  Estimated Accuracy
 DS0435;SPC NM C     -   245,860.      481,100.      MT  (+/- 180 meters Scaled)
 DS0435
 DS0435                          SUPERSEDED SURVEY CONTROL
 DS0435
 DS0435  NGVD 29 (??/??/92) 1229.109  (m)         4032.50   (f) ADJ UNCH    2 0
 DS0435
 DS0435.Superseded values are not recommended for survey control.
 DS0435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0435.See file dsdata.txt to determine how the superseded data were derived.
 DS0435
 DS0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS646763(NAD 83)
 DS0435_MARKER: DB = BENCH MARK DISK
 DS0435_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0435_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0435_STAMPING: J 238 1952
 DS0435_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0435+STABILITY: SURFACE MOTION
 DS0435
 DS0435  HISTORY     - Date     Condition        Report By
 DS0435  HISTORY     - 1952     MONUMENTED       CGS
 DS0435
 DS0435                          STATION DESCRIPTION
 DS0435
 DS0435'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DS0435'32.6 MI W FROM TULAROSA.
 DS0435'28.3 MILES WEST ALONG OLD STATE HIGHWAY 52 FROM THE SOUTHERN PACIFIC
 DS0435'RAILROAD STATION AT TULAROSA, THENCE 4.3 MILES NORTH ALONG A TRACK
 DS0435'ROAD, 55 FEET WEST OF THE CENTER LINE OF THE ROAD, 3 FEET NORTHWEST OF
 DS0435'A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.9
 DS0435'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0280 ***********************************************************************
 EP0280  DESIGNATION -  J 24
 EP0280  PID         -  EP0280
 EP0280  STATE/COUNTY-  NM/TORRANCE
 EP0280  USGS QUAD   -  DURAN (1981)
 EP0280
 EP0280                         *CURRENT SURVEY CONTROL
 EP0280  ___________________________________________________________________
 EP0280* NAD 83(1986)-  34 24 09.     (N)    105 28 09.     (W)     SCALED    
 EP0280* NAVD 88     -      1944.870  (meters)    6380.79   (feet)  ADJUSTED  
 EP0280  ___________________________________________________________________
 EP0280  GEOID HEIGHT-         -20.28  (meters)                     GEOID03
 EP0280  DYNAMIC HT  -        1942.051 (meters)    6371.55  (feet)  COMP
 EP0280  MODELED GRAV-     979,116.0   (mgal)                       NAVD 88
 EP0280
 EP0280  VERT ORDER  -  FIRST     CLASS II
 EP0280
 EP0280.The horizontal coordinates were scaled from a topographic map and have
 EP0280.an estimated accuracy of +/- 6 seconds.
 EP0280
 EP0280.The orthometric height was determined by differential leveling
 EP0280.and adjusted by the National Geodetic Survey in June 1991..
 EP0280
 EP0280.The geoid height was determined by GEOID03.
 EP0280
 EP0280.The dynamic height is computed by dividing the NAVD 88
 EP0280.geopotential number by the normal gravity value computed on the
 EP0280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EP0280.degrees latitude (g = 980.6199 gals.).
 EP0280
 EP0280.The modeled gravity was interpolated from observed gravity values.
 EP0280
 EP0280;                    North         East    Units  Estimated Accuracy
 EP0280;SPC NM C     -   377,570.      571,790.      MT  (+/- 180 meters Scaled)
 EP0280
 EP0280                          SUPERSEDED SURVEY CONTROL
 EP0280
 EP0280  NGVD 29 (??/??/92) 1944.024  (m)         6378.02   (f) ADJ UNCH    1 2
 EP0280
 EP0280.Superseded values are not recommended for survey control.
 EP0280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EP0280.See file dsdata.txt to determine how the superseded data were derived.
 EP0280
 EP0280_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDU568068(NAD 83)
 EP0280_MARKER: DB = BENCH MARK DISK
 EP0280_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EP0280_SP_SET: CULVERT
 EP0280_STAMPING: 6378.019 J 24 1933
 EP0280_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EP0280
 EP0280  HISTORY     - Date     Condition        Report By
 EP0280  HISTORY     - 1933     MONUMENTED       CGS
 EP0280  HISTORY     - 1934     GOOD             NGS
 EP0280  HISTORY     - 1980     GOOD             NGS
 EP0280
 EP0280                          STATION DESCRIPTION
 EP0280
 EP0280'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 EP0280'6.3 MI SW FROM DURAN.
 EP0280'6.3 MILES SOUTHWEST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 EP0280'STATION AT DURAN, TORRANCE COUNTY, 1 POLE NORTHEAST OF THE STATION
 EP0280'SIGN AT HELENA, 9 POLES NORTHEAST OF MILEPOST 1504, AT CONCRETE BOX
 EP0280'CULVERT 1504.31, IN THE TOP OF THE SOUTH END OF THE EAST HEADWALL, AND
 EP0280'27 FEET EAST OF THE CENTERLINE OF THE MAIN TRACK.  A STANDARD DISK,
 EP0280'STAMPED 6378.019 J 24 1933.
 EP0280
 EP0280                          STATION RECOVERY (1980)
 EP0280
 EP0280'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 EP0280'10.1 KM (6.3 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 54 FROM THE POST
 EP0280'OFFICE IN DURAN, IN TOP OF AND 0.3 METER (1.0 FT) NORTHWEST OF THE
 EP0280'SOUTHEAST CORNER OF THE SOUTHWEST ABUTMENT OF BRIDGE NUMBER 1504.31,
 EP0280'37.0 METERS (121.5 FT) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY
 EP0280'AND 8.2 METERS (27.0 FT) SOUTHEAST OF THE NEAR RAIL OF THE SOUTHERN
 EP0280'PACIFIC RAILROAD.
 EP0280'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0116 ***********************************************************************
 CX0116  DESIGNATION -  J 240
 CX0116  PID         -  CX0116
 CX0116  STATE/COUNTY-  NM/OTERO
 CX0116  USGS QUAD   -  GARTON LAKE (1982)
 CX0116
 CX0116                         *CURRENT SURVEY CONTROL
 CX0116  ___________________________________________________________________
 CX0116* NAD 83(1986)-  32 47 02.     (N)    106 09 39.     (W)     SCALED    
 CX0116* NAVD 88     -      1220.778  (meters)    4005.17   (feet)  ADJUSTED  
 CX0116  ___________________________________________________________________
 CX0116  GEOID HEIGHT-         -23.05  (meters)                     GEOID03
 CX0116  DYNAMIC HT  -        1219.009 (meters)    3999.37  (feet)  COMP
 CX0116  MODELED GRAV-     979,146.9   (mgal)                       NAVD 88
 CX0116
 CX0116  VERT ORDER  -  SECOND    CLASS 0
 CX0116
 CX0116.The horizontal coordinates were scaled from a topographic map and have
 CX0116.an estimated accuracy of +/- 6 seconds.
 CX0116
 CX0116.The orthometric height was determined by differential leveling
 CX0116.and adjusted by the National Geodetic Survey in June 1991..
 CX0116
 CX0116.The geoid height was determined by GEOID03.
 CX0116
 CX0116.The dynamic height is computed by dividing the NAVD 88
 CX0116.geopotential number by the normal gravity value computed on the
 CX0116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0116.degrees latitude (g = 980.6199 gals.).
 CX0116
 CX0116.The modeled gravity was interpolated from observed gravity values.
 CX0116
 CX0116;                    North         East    Units  Estimated Accuracy
 CX0116;SPC NM C     -   197,790.      508,350.      MT  (+/- 180 meters Scaled)
 CX0116
 CX0116                          SUPERSEDED SURVEY CONTROL
 CX0116
 CX0116  NGVD 29 (??/??/92) 1220.202  (m)         4003.28   (f) ADJ UNCH    2 0
 CX0116
 CX0116.Superseded values are not recommended for survey control.
 CX0116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0116.See file dsdata.txt to determine how the superseded data were derived.
 CX0116
 CX0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS912279(NAD 83)
 CX0116_MARKER: DB = BENCH MARK DISK
 CX0116_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CX0116_SP_SET: CULVERT
 CX0116_STAMPING: J 240 1952
 CX0116_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX0116
 CX0116  HISTORY     - Date     Condition        Report By
 CX0116  HISTORY     - 1952     MONUMENTED       CGS
 CX0116  HISTORY     - 1973     MARK NOT FOUND   USGS
 CX0116
 CX0116                          STATION DESCRIPTION
 CX0116
 CX0116'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CX0116'14.5 MI SE FROM ALAMOGORDO.
 CX0116'14.5 MILES SOUTHWEST ALONG U.S. HIGHWAY 70 FROM THE POST OFFICE AT
 CX0116'ALAMOGORDO, 18 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 3
 CX0116'FEET SOUTHWEST OF A WITNESS POST, SET IN THE TOP OF THE NORTHEAST END
 CX0116'OF THE SOUTHEAST HEADWALL OF A 26 FOOT CONCRETE CULVERT.
 CX0116
 CX0116                          STATION RECOVERY (1973)
 CX0116
 CX0116'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 CX0116'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0798 ***********************************************************************
 CX0798  DESIGNATION -  J 241
 CX0798  PID         -  CX0798
 CX0798  STATE/COUNTY-  NM/SIERRA
 CX0798  USGS QUAD   -  HEMBRILLO CANYON (1981)
 CX0798
 CX0798                         *CURRENT SURVEY CONTROL
 CX0798  ___________________________________________________________________
 CX0798* NAD 83(1986)-  32 59 48.     (N)    106 30 54.     (W)     SCALED    
 CX0798* NAVD 88     -      1195.985  (meters)    3923.83   (feet)  ADJUSTED  
 CX0798  ___________________________________________________________________
 CX0798  GEOID HEIGHT-         -23.06  (meters)                     GEOID03
 CX0798  DYNAMIC HT  -        1194.264 (meters)    3918.18  (feet)  COMP
 CX0798  MODELED GRAV-     979,158.2   (mgal)                       NAVD 88
 CX0798
 CX0798  VERT ORDER  -  SECOND    CLASS 0
 CX0798
 CX0798.The horizontal coordinates were scaled from a topographic map and have
 CX0798.an estimated accuracy of +/- 6 seconds.
 CX0798
 CX0798.The orthometric height was determined by differential leveling
 CX0798.and adjusted by the National Geodetic Survey in June 1991..
 CX0798
 CX0798.The geoid height was determined by GEOID03.
 CX0798
 CX0798.The dynamic height is computed by dividing the NAVD 88
 CX0798.geopotential number by the normal gravity value computed on the
 CX0798.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0798.degrees latitude (g = 980.6199 gals.).
 CX0798
 CX0798.The modeled gravity was interpolated from observed gravity values.
 CX0798
 CX0798;                    North         East    Units  Estimated Accuracy
 CX0798;SPC NM W     -   222,160.      953,200.      MT  (+/- 180 meters Scaled)
 CX0798
 CX0798                          SUPERSEDED SURVEY CONTROL
 CX0798
 CX0798  NGVD 29 (??/??/92) 1195.391  (m)         3921.88   (f) ADJ UNCH    2 0
 CX0798
 CX0798.Superseded values are not recommended for survey control.
 CX0798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0798.See file dsdata.txt to determine how the superseded data were derived.
 CX0798
 CX0798_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS584519(NAD 83)
 CX0798_MARKER: DB = BENCH MARK DISK
 CX0798_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX0798_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CX0798_STAMPING: J 241 1952
 CX0798_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX0798+STABILITY: SURFACE MOTION
 CX0798
 CX0798  HISTORY     - Date     Condition        Report By
 CX0798  HISTORY     - 1952     MONUMENTED       CGS
 CX0798  HISTORY     - 1968     GOOD             NGS
 CX0798  HISTORY     - 1979     GOOD             USGS
 CX0798
 CX0798                          STATION DESCRIPTION
 CX0798
 CX0798'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CX0798'29.5 MI WSW FROM TULAROSA.
 CX0798'TO REACH THE STATION FROM THE RHODES CANYON RANGE CENTER, AT THE
 CX0798'JUNCTION OF WHITE SANDS MISSILE RANGE ROUTES 6 AND 7, GO SOUTH ON
 CX0798'ROUTE 7 FOR 7.7 MILES TO A SIDE ROAD ON THE LEFT AT A SIGN GUN SITE.
 CX0798'CONTINUE SOUTH ON ROUTE FOR 3.1 MILES TO A POINT WHERE THE ROAD CURVES
 CX0798'TO THE RIGHT AND TRIANGULATION STATION SHOT ON THE LEFT. CONTINUE
 CX0798'SOUTHERLY FOR 1.0 MILE TO THE MARK ON THE RIGHT.  IT IS A ROUND
 CX0798'CONCRETE POST, 12 INCHES IN DIAMETER, THAT PROJECTS 3 INCHES ABOVE THE
 CX0798'GROUND.  IT IS 97.6 FEET WEST OF THE CENTERLINE OF ROUTE 7 AND 2.5
 CX0798'FEET NORTH OF A WITNESS POST.  NOTE-- THIS MARK IS ALSO AN AZIMUTH
 CX0798'MARK FOR TRIANGULATION STATION SHOT.
 CX0798
 CX0798                          STATION RECOVERY (1979)
 CX0798
 CX0798'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 CX0798'FROM THE JNCT. OF WSMR HIGHWAYS 6 AND 7 AT RHODES CANYON RANGE CENTER
 CX0798'PROCEED SOUTHWARD ALONG HWY. 7 12.0 MILES TO THE MARK, 0.1 MI. S OF A
 CX0798'DIP IN THE ROAD, 210 FT. N. OF A DOUBLE PHONE POLE ON THE LEFT, AND
 CX0798'96 FT. W OF THE CENTER OF THE HIGHWAY. A STANDARD DISC SET IN THE TOP
 CX0798'OF A CONCRETE POST, AND STAMPED J 241 1952.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0053 ***********************************************************************
 CX0053  DESIGNATION -  J 242
 CX0053  PID         -  CX0053
 CX0053  STATE/COUNTY-  NM/DONA ANA
 CX0053  USGS QUAD   -  LAKE LUCERO (1982)
 CX0053
 CX0053                         *CURRENT SURVEY CONTROL
 CX0053  ___________________________________________________________________
 CX0053* NAD 83(1986)-  32 43 05.     (N)    106 27 46.     (W)     SCALED    
 CX0053* NAVD 88     -      1210.699  (meters)    3972.10   (feet)  ADJUSTED  
 CX0053  ___________________________________________________________________
 CX0053  GEOID HEIGHT-         -23.18  (meters)                     GEOID03
 CX0053  DYNAMIC HT  -        1208.943 (meters)    3966.34  (feet)  COMP
 CX0053  MODELED GRAV-     979,146.3   (mgal)                       NAVD 88
 CX0053
 CX0053  VERT ORDER  -  SECOND    CLASS 0
 CX0053
 CX0053.The horizontal coordinates were scaled from a topographic map and have
 CX0053.an estimated accuracy of +/- 6 seconds.
 CX0053
 CX0053.The orthometric height was determined by differential leveling
 CX0053.and adjusted by the National Geodetic Survey in June 1991..
 CX0053
 CX0053.The geoid height was determined by GEOID03.
 CX0053
 CX0053.The dynamic height is computed by dividing the NAVD 88
 CX0053.geopotential number by the normal gravity value computed on the
 CX0053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0053.degrees latitude (g = 980.6199 gals.).
 CX0053
 CX0053.The modeled gravity was interpolated from observed gravity values.
 CX0053
 CX0053;                    North         East    Units  Estimated Accuracy
 CX0053;SPC NM C     -   190,510.      480,050.      MT  (+/- 180 meters Scaled)
 CX0053
 CX0053                          SUPERSEDED SURVEY CONTROL
 CX0053
 CX0053  NGVD 29 (??/??/92) 1210.126  (m)         3970.22   (f) ADJ UNCH    2 0
 CX0053
 CX0053.Superseded values are not recommended for survey control.
 CX0053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0053.See file dsdata.txt to determine how the superseded data were derived.
 CX0053
 CX0053_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS629209(NAD 83)
 CX0053_MARKER: DB = BENCH MARK DISK
 CX0053_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CX0053_SP_SET: MONUMENT
 CX0053_STAMPING: J 242 1952
 CX0053_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX0053
 CX0053  HISTORY     - Date     Condition        Report By
 CX0053  HISTORY     - 1952     MONUMENTED       CGS
 CX0053  HISTORY     - 1969     GOOD             NGS
 CX0053
 CX0053                          STATION DESCRIPTION
 CX0053
 CX0053'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 CX0053'24.5 MI N FROM WSMR HEADQUARTERS.
 CX0053'4.2 MILES NORTH ALONG MAIN ACCESS ROAD FROM WHITE SANDS MISSILE RANGE
 CX0053'HEADQUARTERS.  THENCE 4.6 MILES NORTHEAST ALONG U.S. HIGHWAY 70.
 CX0053'THENCE 18.0 MILES WEST AND NORTH ALONG WSMR ROUTE 7.  IT IS 132 FEET
 CX0053'WEST OF THE CENTERLINE OF WSMR ROUTE 7, 119 FEET WEST SOUTHWEST OF THE
 CX0053'WEST END OF A METAL CULVERT, 2.5 FEET SOUTH OF A 4X4 WOODEN WITNESS
 CX0053'POST, SET IN THE TOP OF A CONCRETE MONUMENT, 12 INCHES IN DIAMETER,
 CX0053'THAT PROJECTS ABOUT 0.3 FOOT ABOVE THE SURFACE OF THE GROUND AND ABOUT
 CX0053'1 FOOT LOWER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0538 ***********************************************************************
 CX0538  DESIGNATION -  J 243
 CX0538  PID         -  CX0538
 CX0538  STATE/COUNTY-  NM/DONA ANA
 CX0538  USGS QUAD   -  WHITE SANDS (1955)
 CX0538
 CX0538                         *CURRENT SURVEY CONTROL
 CX0538  ___________________________________________________________________
 CX0538* NAD 83(1986)-  32 25 46.     (N)    106 25 34.     (W)     SCALED    
 CX0538* NAVD 88     -      1203.868  (meters)    3949.69   (feet)  ADJUSTED  
 CX0538  ___________________________________________________________________
 CX0538  GEOID HEIGHT-         -23.66  (meters)                     GEOID03
 CX0538  DYNAMIC HT  -        1202.066 (meters)    3943.78  (feet)  COMP
 CX0538  MODELED GRAV-     979,100.8   (mgal)                       NAVD 88
 CX0538
 CX0538  VERT ORDER  -  FIRST     CLASS I
 CX0538
 CX0538.The horizontal coordinates were scaled from a topographic map and have
 CX0538.an estimated accuracy of +/- 6 seconds.
 CX0538
 CX0538.The orthometric height was determined by differential leveling
 CX0538.and adjusted by the National Geodetic Survey in June 1991..
 CX0538
 CX0538.The geoid height was determined by GEOID03.
 CX0538
 CX0538.The dynamic height is computed by dividing the NAVD 88
 CX0538.geopotential number by the normal gravity value computed on the
 CX0538.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0538.degrees latitude (g = 980.6199 gals.).
 CX0538
 CX0538.The modeled gravity was interpolated from observed gravity values.
 CX0538
 CX0538;                    North         East    Units  Estimated Accuracy
 CX0538;SPC NM C     -   158,500.      483,440.      MT  (+/- 180 meters Scaled)
 CX0538
 CX0538                          SUPERSEDED SURVEY CONTROL
 CX0538
 CX0538  NGVD 29 (??/??/92) 1203.243  (m)         3947.64   (f) ADJ UNCH    1 1
 CX0538
 CX0538.Superseded values are not recommended for survey control.
 CX0538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0538.See file dsdata.txt to determine how the superseded data were derived.
 CX0538
 CX0538_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR659889(NAD 83)
 CX0538_MARKER: DB = BENCH MARK DISK
 CX0538_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX0538_SP_SET: CONCRETE POST
 CX0538_STAMPING: J 243 1952
 CX0538_MARK LOGO: CGS   
 CX0538_PROJECTION: PROJECTING 6 CENTIMETERS
 CX0538_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX0538+STABILITY: SURFACE MOTION
 CX0538
 CX0538  HISTORY     - Date     Condition        Report By
 CX0538  HISTORY     - 1952     MONUMENTED       CGS
 CX0538  HISTORY     - 1986     GOOD             NGS
 CX0538
 CX0538                          STATION DESCRIPTION
 CX0538
 CX0538'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CX0538'43.2 MI SW FROM ALAMOGORDO.
 CX0538'41.2 MILES SOUTHWEST ALONG U.S. HIGHWAY 70 FROM THE POST OFFICE AT
 CX0538'ALAMOGORDO, THENCE 2.0 MILES SOUTH ALONG A TRACK ROAD, 87 FEET WEST OF
 CX0538'THE CENTER LINE OF THE ROAD, 3 FEET EAST OF A WITNESS POST, SET IN THE
 CX0538'TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
 CX0538
 CX0538                          STATION RECOVERY (1986)
 CX0538
 CX0538'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 CX0538'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  3.2 KM
 CX0538'(2.0 MI) EAST-NORTHEAST OF THE INTERSECTION OF HEADQUARTERS AVENUE AND
 CX0538'NIKE AVENUE IN WHITE SANDS TO A FORK, THENCE 1.9 KM (1.2 MI) NORTHEAST
 CX0538'ON THE LEFT FORK TO A SIDE ROAD LEFT, THENCE 0.2 KM (0.1 MI) NORTH ON
 CX0538'A PAVED ROAD GOING TO DOG SITE TO A SIDE ROAD RIGHT, THENCE 0.5 KM
 CX0538'(0.3 MI) NORTHEAST TO THE BEGINNING OF A SECTION LINE ROAD, THENCE
 CX0538'3.1 KM (1.9 MI) NORTH ALONG THE SECTION LINE ROAD WHICH BECOMES A DIM
 CX0538'TRACK ROAD, THENCE 0.2 KM (0.1 MI) EAST CROSS COUNTRY TO THE MARK, 1.5
 CX0538'METERS (5 FT) NORTHEAST OF A WITNESS POST AND 1.4 METERS (5 FT) WEST
 CX0538'OF A WITNESS POST.
 CX0538'THE MARK IS 1.6 METERS  SSE FROM  A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0380 ***********************************************************************
 CX0380  DESIGNATION -  J 244
 CX0380  PID         -  CX0380
 CX0380  STATE/COUNTY-  NM/OTERO
 CX0380  USGS QUAD   -  OROGRANDE NORTH (1994)
 CX0380
 CX0380                         *CURRENT SURVEY CONTROL
 CX0380  ___________________________________________________________________
 CX0380* NAD 83(1986)-  32 22 50.     (N)    106 04 22.     (W)     SCALED    
 CX0380* NAVD 88     -      1277.297  (meters)    4190.60   (feet)  ADJUSTED  
 CX0380  ___________________________________________________________________
 CX0380  GEOID HEIGHT-         -22.95  (meters)                     GEOID03
 CX0380  DYNAMIC HT  -        1275.415 (meters)    4184.42  (feet)  COMP
 CX0380  MODELED GRAV-     979,120.5   (mgal)                       NAVD 88
 CX0380
 CX0380  VERT ORDER  -  FIRST     CLASS I
 CX0380
 CX0380.The horizontal coordinates were scaled from a topographic map and have
 CX0380.an estimated accuracy of +/- 6 seconds.
 CX0380
 CX0380.The orthometric height was determined by differential leveling
 CX0380.and adjusted by the National Geodetic Survey in June 1991..
 CX0380.WARNING-Repeat measurements at this control monument indicate possible
 CX0380.vertical movement.
 CX0380
 CX0380.The geoid height was determined by GEOID03.
 CX0380
 CX0380.The dynamic height is computed by dividing the NAVD 88
 CX0380.geopotential number by the normal gravity value computed on the
 CX0380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0380.degrees latitude (g = 980.6199 gals.).
 CX0380
 CX0380.The modeled gravity was interpolated from observed gravity values.
 CX0380
 CX0380;                    North         East    Units  Estimated Accuracy
 CX0380;SPC NM C     -   153,080.      516,680.      MT  (+/- 180 meters Scaled)
 CX0380
 CX0380                          SUPERSEDED SURVEY CONTROL
 CX0380
 CX0380  NGVD 29 (??/??/92) 1276.724  (m)         4188.72   (f) ADJ UNCH    1 1
 CX0380
 CX0380.Superseded values are not recommended for survey control.
 CX0380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0380.See file dsdata.txt to determine how the superseded data were derived.
 CX0380
 CX0380_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR990831(NAD 83)
 CX0380_MARKER: DB = BENCH MARK DISK
 CX0380_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX0380_SP_SET: CONCRETE POST
 CX0380_STAMPING: J 244 1952
 CX0380_MARK LOGO: CGS   
 CX0380_PROJECTION: PROJECTING 15 CENTIMETERS
 CX0380_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX0380+STABILITY: SURFACE MOTION
 CX0380
 CX0380  HISTORY     - Date     Condition        Report By
 CX0380  HISTORY     - 1952     MONUMENTED       CGS
 CX0380  HISTORY     - 1955     GOOD             DOD
 CX0380  HISTORY     - 1980     GOOD             NGS
 CX0380  HISTORY     - 1986     GOOD             NGS
 CX0380
 CX0380                          STATION DESCRIPTION
 CX0380
 CX0380'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CX0380'1.0 MI NE FROM OROGRANDE.
 CX0380'1.0 MILE NORTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 CX0380'STATION AT OROGRANDE, 150 FEET SOUTHEAST OF MILEPOST 1346, 100 FEET
 CX0380'SOUTHEAST OF THE SOUTHEAST RAIL, 2 FEET SOUTHEAST OF A FENCE, 3 FEET
 CX0380'SOUTHWEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 CX0380'PROJECTS 1.0 FOOT ABOVE THE GROUND.
 CX0380
 CX0380                          STATION RECOVERY (1955)
 CX0380
 CX0380'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1955
 CX0380'RECOVERED IN GOOD CONDITION.
 CX0380
 CX0380                          STATION RECOVERY (1980)
 CX0380
 CX0380'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CX0380'0.9 KM (0.55 MI) SOUTH ALONG U.S. HIGHWAY 54 FROM THE POST OFFICE
 CX0380'IN OROGRANDE, THENCE 0.6 KM (0.4 MI) SOUTHEAST ALONG A PAVED ROAD,
 CX0380'THENCE 1.6 KM (1.0 MI) NORTHERLY ALONG THE SOUTHERN PACIFIC RAILROAD,
 CX0380'45.7 METERS (150.0 FT) SOUTHEAST OF MILE POST 1346,
 CX0380'30.5 METERS (100.0 FT) SOUTHEAST OF THE NEAR RAIL, 25.9 METERS
 CX0380'(85.0 FT) NORTHWEST OF THE CENTERLINE OF A PAVED ROAD, 3.5 METERS
 CX0380'(11.5 FT) SOUTH OF A UTILITY POLE AND 0.9 METER (3.0 FT) SOUTHWEST
 CX0380'OF A 4 BY 4 INCH WOODEN WITNESS POST.
 CX0380'THE MARK IS 0.6 METERS  NE FROM A WITNESS POST.
 CX0380'THE MARK IS 0.9 M BELOW THE TRACKS.
 CX0380
 CX0380                          STATION RECOVERY (1986)
 CX0380
 CX0380'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 CX0380'RECOVERED IN GOOD CONDITION.  THE 1980 DESCRIPTION IS ADEQUATE EXCEPT
 CX0380'THE DIRECTION ALONG THE PAVED ROAD SHOULD BE EAST AND NOT SOUTHEAST AS
 CX0380'DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0683 ***********************************************************************
 CX0683  DESIGNATION -  J 245
 CX0683  PID         -  CX0683
 CX0683  STATE/COUNTY-  NM/DONA ANA
 CX0683  USGS QUAD   -  SAN MIGUEL (1955)
 CX0683
 CX0683                         *CURRENT SURVEY CONTROL
 CX0683  ___________________________________________________________________
 CX0683* NAD 83(1986)-  32 09 44.     (N)    106 41 43.     (W)     SCALED    
 CX0683* NAVD 88     -      1169.670  (meters)    3837.49   (feet)  POSTED    
 CX0683  ___________________________________________________________________
 CX0683  GEOID HEIGHT-         -23.88  (meters)                     GEOID03
 CX0683  DYNAMIC HT  -        1167.950 (meters)    3831.85  (feet)  COMP
 CX0683  MODELED GRAV-     979,128.2   (mgal)                       NAVD 88
 CX0683
 CX0683  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 CX0683
 CX0683.The horizontal coordinates were scaled from a topographic map and have
 CX0683.an estimated accuracy of +/- 6 seconds.
 CX0683
 CX0683.The orthometric height was determined by differential leveling
 CX0683.and adjusted by the National Geodetic Survey in 1992..
 CX0683.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 CX0683.rate of 2.1 thru 3.0 mm/km.
 CX0683
 CX0683.The geoid height was determined by GEOID03.
 CX0683
 CX0683.The dynamic height is computed by dividing the NAVD 88
 CX0683.geopotential number by the normal gravity value computed on the
 CX0683.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0683.degrees latitude (g = 980.6199 gals.).
 CX0683
 CX0683.The modeled gravity was interpolated from observed gravity values.
 CX0683
 CX0683;                    North         East    Units  Estimated Accuracy
 CX0683;SPC NM C     -   128,940.      458,000.      MT  (+/- 180 meters Scaled)
 CX0683
 CX0683                          SUPERSEDED SURVEY CONTROL
 CX0683
 CX0683  NGVD 29 (??/??/92) 1169.141  (m)         3835.76   (f) ADJ UNCH    1 2
 CX0683
 CX0683.Superseded values are not recommended for survey control.
 CX0683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0683.See file dsdata.txt to determine how the superseded data were derived.
 CX0683
 CX0683_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR401596(NAD 83)
 CX0683_MARKER: DB = BENCH MARK DISK
 CX0683_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX0683_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CX0683_STAMPING: J 245 1952
 CX0683_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX0683+STABILITY: SURFACE MOTION
 CX0683
 CX0683  HISTORY     - Date     Condition        Report By
 CX0683  HISTORY     - 1952     MONUMENTED       CGS
 CX0683  HISTORY     - 1954     GOOD             NGS
 CX0683  HISTORY     - 1981     MARK NOT FOUND   NGS
 CX0683
 CX0683                          STATION DESCRIPTION
 CX0683
 CX0683'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CX0683'IN MESQUITE.
 CX0683'AT MESQUITE, 115 YARDS SOUTHEAST OF THE SOUTH CORNER OF THE ATCHISON,
 CX0683'TOPEKA AND SANTA FE RAILROAD STATION, 126 FEET NORTHWEST OF THE WEST
 CX0683'CORNER OF A WAREHOUSE, 180 FEET WEST OF MILEPOST 1124, 104 FEET
 CX0683'SOUTHWEST OF THE SOUTHWEST RAIL OF THE MAIN TRACK, 22.7 FEET SOUTHEAST
 CX0683'OF THE SOUTH CORNER OF A STOCK PEN, 1.8 FEET NORTHWEST OF A WITNESS
 CX0683'POST, 1.05 MILES SOUTHEAST OF BENCH MARK G 245, SET IN THE TOP OF A
 CX0683'CONCRETE POST WHICH PROJECTS 0.7 FOOT ABOVE THE GROUND.
 CX0683
 CX0683                          STATION RECOVERY (1954)
 CX0683
 CX0683'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 CX0683'RECOVERED IN GOOD CONDITION.
 CX0683
 CX0683                          STATION RECOVERY (1981)
 CX0683
 CX0683'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CX0683'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0653 ***********************************************************************
 CX0653  DESIGNATION -  J 246
 CX0653  PID         -  CX0653
 CX0653  STATE/COUNTY-  NM/DONA ANA
 CX0653  USGS QUAD   -  LAS CRUCES (1978)
 CX0653
 CX0653                         *CURRENT SURVEY CONTROL
 CX0653  ___________________________________________________________________
 CX0653* NAD 83(1986)-  32 22 08.     (N)    106 49 02.     (W)     SCALED    
 CX0653* NAVD 88     -      1193.209  (meters)    3914.72   (feet)  ADJUSTED  
 CX0653  ___________________________________________________________________
 CX0653  GEOID HEIGHT-         -23.91  (meters)                     GEOID03
 CX0653  DYNAMIC HT  -        1191.443 (meters)    3908.93  (feet)  COMP
 CX0653  MODELED GRAV-     979,118.0   (mgal)                       NAVD 88
 CX0653
 CX0653  VERT ORDER  -  FIRST     CLASS II
 CX0653
 CX0653.The horizontal coordinates were scaled from a topographic map and have
 CX0653.an estimated accuracy of +/- 6 seconds.
 CX0653
 CX0653.The orthometric height was determined by differential leveling
 CX0653.and adjusted by the National Geodetic Survey in June 1991..
 CX0653
 CX0653.The geoid height was determined by GEOID03.
 CX0653
 CX0653.The dynamic height is computed by dividing the NAVD 88
 CX0653.geopotential number by the normal gravity value computed on the
 CX0653.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0653.degrees latitude (g = 980.6199 gals.).
 CX0653
 CX0653.The modeled gravity was interpolated from observed gravity values.
 CX0653
 CX0653;                    North         East    Units  Estimated Accuracy
 CX0653;SPC NM C     -   151,910.      446,620.      MT  (+/- 180 meters Scaled)
 CX0653
 CX0653                          SUPERSEDED SURVEY CONTROL
 CX0653
 CX0653  NGVD 29 (??/??/92) 1192.650  (m)         3912.89   (f) ADJ UNCH    1 2
 CX0653
 CX0653.Superseded values are not recommended for survey control.
 CX0653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0653.See file dsdata.txt to determine how the superseded data were derived.
 CX0653
 CX0653_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR290827(NAD 83)
 CX0653_MARKER: DB = BENCH MARK DISK
 CX0653_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX0653_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CX0653_STAMPING: J 246 1952
 CX0653_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX0653+STABILITY: SURFACE MOTION
 CX0653
 CX0653  HISTORY     - Date     Condition        Report By
 CX0653  HISTORY     - 1952     MONUMENTED       CGS
 CX0653
 CX0653                          STATION DESCRIPTION
 CX0653
 CX0653'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CX0653'1.05 MI SE FROM DONA ANA.
 CX0653'1.05 MILES SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 CX0653'FROM THE STATION AT DONA ANA, 0.1 MILE NORTHWEST OF A ROAD CROSSING,
 CX0653'43.7 FEET NORTHEAST OF THE NORTHEAST RAIL, 6.5 FEET NORTHEAST OF
 CX0653'MILEPOST 1108, 2.8 FEET SOUTHWEST OF A FENCE, 2.3 FEET NORTHWEST OF A
 CX0653'WITNESS POST, 0.65 MILE NORTHWEST OF BENCH MARK H 246, SET IN THE TOP
 CX0653'OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0795 ***********************************************************************
 CX0795  DESIGNATION -  J 247
 CX0795  PID         -  CX0795
 CX0795  STATE/COUNTY-  NM/DONA ANA
 CX0795  USGS QUAD   -  SELDEN CANYON (1982)
 CX0795
 CX0795                         *CURRENT SURVEY CONTROL
 CX0795  ___________________________________________________________________
 CX0795* NAD 83(1986)-  32 30 51.     (N)    106 57 22.     (W)     SCALED    
 CX0795* NAVD 88     -      1215.195  (meters)    3986.85   (feet)  ADJUSTED  
 CX0795  ___________________________________________________________________
 CX0795  GEOID HEIGHT-         -23.79  (meters)                     GEOID03
 CX0795  DYNAMIC HT  -        1213.414 (meters)    3981.01  (feet)  COMP
 CX0795  MODELED GRAV-     979,131.3   (mgal)                       NAVD 88
 CX0795
 CX0795  VERT ORDER  -  FIRST     CLASS II
 CX0795
 CX0795.The horizontal coordinates were scaled from a topographic map and have
 CX0795.an estimated accuracy of +/- 6 seconds.
 CX0795
 CX0795.The orthometric height was determined by differential leveling
 CX0795.and adjusted by the National Geodetic Survey in June 1991..
 CX0795
 CX0795.The geoid height was determined by GEOID03.
 CX0795
 CX0795.The dynamic height is computed by dividing the NAVD 88
 CX0795.geopotential number by the normal gravity value computed on the
 CX0795.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0795.degrees latitude (g = 980.6199 gals.).
 CX0795
 CX0795.The modeled gravity was interpolated from observed gravity values.
 CX0795
 CX0795;                    North         East    Units  Estimated Accuracy
 CX0795;SPC NM C     -   168,100.      433,660.      MT  (+/- 180 meters Scaled)
 CX0795
 CX0795                          SUPERSEDED SURVEY CONTROL
 CX0795
 CX0795  NGVD 29 (??/??/92) 1214.634  (m)         3985.01   (f) ADJ UNCH    1 2
 CX0795
 CX0795.Superseded values are not recommended for survey control.
 CX0795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0795.See file dsdata.txt to determine how the superseded data were derived.
 CX0795
 CX0795_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR162991(NAD 83)
 CX0795_MARKER: DB = BENCH MARK DISK
 CX0795_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX0795_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CX0795_STAMPING: J 247 1952
 CX0795_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX0795+STABILITY: SURFACE MOTION
 CX0795
 CX0795  HISTORY     - Date     Condition        Report By
 CX0795  HISTORY     - 1952     MONUMENTED       CGS
 CX0795
 CX0795                          STATION DESCRIPTION
 CX0795
 CX0795'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CX0795'14.75 MI SE FROM RINCON.
 CX0795'14.75 MILES SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 CX0795'FROM THE STATION AT RINCON, 2 POLES SOUTH OF MILEPOST 1094, 40 FEET
 CX0795'EAST OF THE EAST RAIL, 27 FEET WEST OF A FENCE, 3.8 FEET NORTHWEST OF
 CX0795'A TELEPHONE POLE, 3 FEET NORTHWEST OF A WITNESS POST, SET IN THE TOP
 CX0795'OF A CONCRETE POST WHICH PROJECTS 1.0 FOOT ABOVE THE GROUND, 1.4 MILES
 CX0795'NORTHWEST OF BENCH MARK V 346.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0137 ***********************************************************************
 CX0137  DESIGNATION -  J 248
 CX0137  PID         -  CX0137
 CX0137  STATE/COUNTY-  NM/OTERO
 CX0137  USGS QUAD   -  HOLLOMAN (1982)
 CX0137
 CX0137                         *CURRENT SURVEY CONTROL
 CX0137  ___________________________________________________________________
 CX0137* NAD 83(1986)-  32 50 03.     (N)    106 03 42.     (W)     SCALED    
 CX0137* NAVD 88     -      1241.965  (meters)    4074.68   (feet)  ADJUSTED  
 CX0137  ___________________________________________________________________
 CX0137  GEOID HEIGHT-         -22.69  (meters)                     GEOID03
 CX0137  DYNAMIC HT  -        1240.147 (meters)    4068.72  (feet)  COMP
 CX0137  MODELED GRAV-     979,131.1   (mgal)                       NAVD 88
 CX0137
 CX0137  VERT ORDER  -  SECOND    CLASS 0
 CX0137
 CX0137.The horizontal coordinates were scaled from a topographic map and have
 CX0137.an estimated accuracy of +/- 6 seconds.
 CX0137
 CX0137.The orthometric height was determined by differential leveling
 CX0137.and adjusted by the National Geodetic Survey in June 1991..
 CX0137
 CX0137.The geoid height was determined by GEOID03.
 CX0137
 CX0137.The dynamic height is computed by dividing the NAVD 88
 CX0137.geopotential number by the normal gravity value computed on the
 CX0137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0137.degrees latitude (g = 980.6199 gals.).
 CX0137
 CX0137.The modeled gravity was interpolated from observed gravity values.
 CX0137
 CX0137;                    North         East    Units  Estimated Accuracy
 CX0137;SPC NM C     -   203,380.      517,630.      MT  (+/- 180 meters Scaled)
 CX0137
 CX0137                          SUPERSEDED SURVEY CONTROL
 CX0137
 CX0137  NGVD 29 (??/??/92) 1241.367  (m)         4072.72   (f) ADJ UNCH    2 0
 CX0137
 CX0137.Superseded values are not recommended for survey control.
 CX0137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0137.See file dsdata.txt to determine how the superseded data were derived.
 CX0137
 CX0137_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDS006334(NAD 83)
 CX0137_MARKER: DB = BENCH MARK DISK
 CX0137_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX0137_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CX0137_STAMPING: J 248 1952
 CX0137_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX0137+STABILITY: SURFACE MOTION
 CX0137_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CX0137+SATELLITE: SATELLITE OBSERVATIONS - April 02, 2005
 CX0137
 CX0137  HISTORY     - Date     Condition        Report By
 CX0137  HISTORY     - 1952     MONUMENTED       CGS
 CX0137  HISTORY     - 20040212 GOOD             ORBITE
 CX0137  HISTORY     - 20050402 GOOD             USPSQD
 CX0137
 CX0137                          STATION DESCRIPTION
 CX0137
 CX0137'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CX0137'8.1 MI SW FROM ALAMOGORDO.
 CX0137'8.1 MILES SOUTHWEST ALONG U.S. HIGHWAY 70 FROM THE SOUTHERN PACIFIC
 CX0137'RAILROAD STATION AT ALAMOGORDO, 0.4 MILE NORTHEAST OF THE SOUTHEAST
 CX0137'ENTRANCE TO HOLLAMAN AIRBASE, 98 FEET NORTHWEST OF THE CENTER LINE OF
 CX0137'THE HIGHWAY, IN LINE WITH A ROW OF TELEPHONE POLES, 2 FEET SOUTHEAST
 CX0137'OF A FENCE, 2 FEET SOUTHWEST OF A WITNESS POST, SET IN THE TOP OF A
 CX0137'CONCRETE POST WHICH PROJECTS 3.7 FOOT ABOVE THE GROUND.
 CX0137
 CX0137                          STATION RECOVERY (2004)
 CX0137
 CX0137'RECOVERY NOTE BY ORBITECH INC 2004 (SHG)
 CX0137'RECOVERED IN GOOD CONDITION.
 CX0137
 CX0137                          STATION RECOVERY (2005)
 CX0137
 CX0137'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM)
 CX0137'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1040 ***********************************************************************
 CX1040  DESIGNATION -  J 250
 CX1040  PID         -  CX1040
 CX1040  STATE/COUNTY-  NM/LUNA
 CX1040  USGS QUAD   -  SPALDING (1964)
 CX1040
 CX1040                         *CURRENT SURVEY CONTROL
 CX1040  ___________________________________________________________________
 CX1040* NAD 83(1986)-  32 22 39.     (N)    107 53 16.     (W)     SCALED    
 CX1040* NAVD 88     -      1399.327  (meters)    4590.96   (feet)  ADJUSTED  
 CX1040  ___________________________________________________________________
 CX1040  GEOID HEIGHT-         -24.44  (meters)                     GEOID03
 CX1040  DYNAMIC HT  -        1397.195 (meters)    4583.96  (feet)  COMP
 CX1040  MODELED GRAV-     979,066.8   (mgal)                       NAVD 88
 CX1040
 CX1040  VERT ORDER  -  FIRST     CLASS II
 CX1040
 CX1040.The horizontal coordinates were scaled from a topographic map and have
 CX1040.an estimated accuracy of +/- 6 seconds.
 CX1040
 CX1040.The orthometric height was determined by differential leveling
 CX1040.and adjusted by the National Geodetic Survey in June 1991..
 CX1040
 CX1040.The geoid height was determined by GEOID03.
 CX1040
 CX1040.The dynamic height is computed by dividing the NAVD 88
 CX1040.geopotential number by the normal gravity value computed on the
 CX1040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX1040.degrees latitude (g = 980.6199 gals.).
 CX1040
 CX1040.The modeled gravity was interpolated from observed gravity values.
 CX1040
 CX1040;                    North         East    Units  Estimated Accuracy
 CX1040;SPC NM W     -   152,730.      824,880.      MT  (+/- 180 meters Scaled)
 CX1040
 CX1040                          SUPERSEDED SURVEY CONTROL
 CX1040
 CX1040  NGVD 29 (??/??/92) 1398.586  (m)         4588.53   (f) ADJ UNCH    1 2
 CX1040
 CX1040.Superseded values are not recommended for survey control.
 CX1040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1040.See file dsdata.txt to determine how the superseded data were derived.
 CX1040
 CX1040_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBR283859(NAD 83)
 CX1040_MARKER: DB = BENCH MARK DISK
 CX1040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX1040_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CX1040_STAMPING: J 250 1952
 CX1040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX1040+STABILITY: SURFACE MOTION
 CX1040
 CX1040  HISTORY     - Date     Condition        Report By
 CX1040  HISTORY     - 1952     MONUMENTED       CGS
 CX1040
 CX1040                          STATION DESCRIPTION
 CX1040
 CX1040'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CX1040'11.1 MI NW FROM DEMING.
 CX1040'11.1 MILES NORTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 CX1040'FROM THE STATION AT DEMING, 89 FEET NORTHEAST OF THE NORTHEAST RAIL,
 CX1040'44 FEET NORTHEAST OF THE 5TH POLE NORTHWEST OF MILEPOST 10, 7.7 FEET
 CX1040'SOUTHWEST OF A FENCE, 3 FEET NORTHWEST OF A WITNESS POST.  SET IN THE
 CX1040'TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0023 ***********************************************************************
 CY0023  DESIGNATION -  J 251
 CY0023  PID         -  CY0023
 CY0023  STATE/COUNTY-  NM/GRANT
 CY0023  USGS QUAD   -  HURLEY WEST (1992)
 CY0023
 CY0023                         *CURRENT SURVEY CONTROL
 CY0023  ___________________________________________________________________
 CY0023* NAD 83(1986)-  32 38 50.     (N)    108 12 33.     (W)     SCALED    
 CY0023* NAVD 88     -      1633.739  (meters)    5360.03   (feet)  ADJUSTED  
 CY0023  ___________________________________________________________________
 CY0023  GEOID HEIGHT-         -24.13  (meters)                     GEOID03
 CY0023  DYNAMIC HT  -        1631.178 (meters)    5351.62  (feet)  COMP
 CY0023  MODELED GRAV-     979,013.4   (mgal)                       NAVD 88
 CY0023
 CY0023  VERT ORDER  -  FIRST     CLASS II
 CY0023
 CY0023.The horizontal coordinates were scaled from a topographic map and have
 CY0023.an estimated accuracy of +/- 6 seconds.
 CY0023
 CY0023.The orthometric height was determined by differential leveling
 CY0023.and adjusted by the National Geodetic Survey in June 1991..
 CY0023
 CY0023.The geoid height was determined by GEOID03.
 CY0023
 CY0023.The dynamic height is computed by dividing the NAVD 88
 CY0023.geopotential number by the normal gravity value computed on the
 CY0023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0023.degrees latitude (g = 980.6199 gals.).
 CY0023
 CY0023.The modeled gravity was interpolated from observed gravity values.
 CY0023
 CY0023;                    North         East    Units  Estimated Accuracy
 CY0023;SPC NM W     -   182,700.      794,740.      MT  (+/- 180 meters Scaled)
 CY0023
 CY0023                          SUPERSEDED SURVEY CONTROL
 CY0023
 CY0023  NGVD 29 (??/??/92) 1632.870  (m)         5357.17   (f) ADJ UNCH    1 2
 CY0023
 CY0023.Superseded values are not recommended for survey control.
 CY0023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0023.See file dsdata.txt to determine how the superseded data were derived.
 CY0023
 CY0023_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYB617156(NAD 83)
 CY0023_MARKER: DB = BENCH MARK DISK
 CY0023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0023_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0023_STAMPING: J 251 1952
 CY0023_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0023+STABILITY: SURFACE MOTION
 CY0023
 CY0023  HISTORY     - Date     Condition        Report By
 CY0023  HISTORY     - 1952     MONUMENTED       CGS
 CY0023
 CY0023                          STATION DESCRIPTION
 CY0023
 CY0023'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CY0023'9.6 MI SE FROM SILVER CITY.
 CY0023'9.6 MILES SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 CY0023'FROM THE STATION AT SILVER CITY, 61 FEET NORTHEAST OF THE NORTHEAST
 CY0023'RAIL, 38 FEET SOUTHWEST OF A FENCE, 16 FEET NORTHEAST OF MILEPOST 37,
 CY0023'2 FEET SOUTHWEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 CY0023'WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1053 ***********************************************************************
 CX1053  DESIGNATION -  J 253
 CX1053  PID         -  CX1053
 CX1053  STATE/COUNTY-  NM/LUNA
 CX1053  USGS QUAD   -  RED MOUNTAIN (1965)
 CX1053
 CX1053                         *CURRENT SURVEY CONTROL
 CX1053  ___________________________________________________________________
 CX1053* NAD 83(1986)-  32 14 49.     (N)    107 57 22.     (W)     SCALED    
 CX1053* NAVD 88     -      1350.713  (meters)    4431.46   (feet)  ADJUSTED  
 CX1053  ___________________________________________________________________
 CX1053  GEOID HEIGHT-         -24.60  (meters)                     GEOID03
 CX1053  DYNAMIC HT  -        1348.678 (meters)    4424.79  (feet)  COMP
 CX1053  MODELED GRAV-     979,085.3   (mgal)                       NAVD 88
 CX1053
 CX1053  VERT ORDER  -  FIRST     CLASS II
 CX1053
 CX1053.The horizontal coordinates were scaled from a topographic map and have
 CX1053.an estimated accuracy of +/- 6 seconds.
 CX1053
 CX1053.The orthometric height was determined by differential leveling
 CX1053.and adjusted by the National Geodetic Survey in June 1991..
 CX1053
 CX1053.The geoid height was determined by GEOID03.
 CX1053
 CX1053.The dynamic height is computed by dividing the NAVD 88
 CX1053.geopotential number by the normal gravity value computed on the
 CX1053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX1053.degrees latitude (g = 980.6199 gals.).
 CX1053
 CX1053.The modeled gravity was interpolated from observed gravity values.
 CX1053
 CX1053;                    North         East    Units  Estimated Accuracy
 CX1053;SPC NM W     -   138,260.      818,430.      MT  (+/- 180 meters Scaled)
 CX1053
 CX1053                          SUPERSEDED SURVEY CONTROL
 CX1053
 CX1053  NGVD 29 (??/??/92) 1350.026  (m)         4429.21   (f) ADJ UNCH    1 2
 CX1053
 CX1053.Superseded values are not recommended for survey control.
 CX1053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1053.See file dsdata.txt to determine how the superseded data were derived.
 CX1053
 CX1053_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBR214716(NAD 83)
 CX1053_MARKER: DB = BENCH MARK DISK
 CX1053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX1053_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CX1053_STAMPING: J 253 1952
 CX1053_PROJECTION: PROJECTING 5 CENTIMETERS
 CX1053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX1053+STABILITY: SURFACE MOTION
 CX1053
 CX1053  HISTORY     - Date     Condition        Report By
 CX1053  HISTORY     - 1952     MONUMENTED       CGS
 CX1053  HISTORY     - 1980     GOOD             NGS
 CX1053
 CX1053                          STATION DESCRIPTION
 CX1053
 CX1053'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CX1053'11.8 MI W FROM DEMING.
 CX1053'11.8 MILES WEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATION
 CX1053'AT DEMING, 7 POLES EAST OF MILEPOST 1196, 96 FEET NORTH OF THE NORTH
 CX1053'RAIL, 130 FEET EAST OF THE CENTER LINE OF A ROAD LEADING NORTH, 50
 CX1053'FEET NORTH OF THE 7TH POLE EAST OF MILEPOST 1196, 2.6 FEET SOUTH OF A
 CX1053'FENCE, 2.6 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 CX1053'POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 CX1053
 CX1053                          STATION RECOVERY (1980)
 CX1053
 CX1053'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CX1053'19.0 KILOMETERS (11.8 MILES) WEST ALONG THE SOUTHERN PACIFIC RAILROAD
 CX1053'FROM ITS STATION IN DEMING, AT A PRIVATE ROAD CROSSING THE RAILROAD,
 CX1053'0.55 KILOMETER (0.35 MILE) WEST OF INTERSTATE HIGHWAY 10 MILE POST
 CX1053'71, 0.3 KILOMETER (0.2 MILE) EAST OF RAILROAD MILE POST 1196, 0.1
 CX1053'KILOMETER (0.05 MILE) EAST OF A POWER LINE CROSSING THE HIGHWAY,
 CX1053'29 METERS (95 FEET) NORTH OF THE NORTH RAIL, 38 METERS (125 FEET)
 CX1053'EAST OF THE EAST EDGE OF A CATTLE GUARD FOR THE ROAD, 34.2 METERS
 CX1053'(112 FEET) EAST OF THE CENTER OF A METAL GATE AND 0.8 METER (2.7 FEET)
 CX1053'SOUTH OF THE NORTH RIGHT-OF-WAY FENCE.
 CX1053'THE MARK IS 0.8 METERS  W FROM A WITNESS POST.
 CX1053'THE MARK IS 0.5 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0107 ***********************************************************************
 DR0107  DESIGNATION -  J 254
 DR0107  PID         -  DR0107
 DR0107  STATE/COUNTY-  NM/CHAVES
 DR0107  USGS QUAD   -  DEXTER WEST (1975)
 DR0107
 DR0107                         *CURRENT SURVEY CONTROL
 DR0107  ___________________________________________________________________
 DR0107* NAD 83(1986)-  33 13 28.     (N)    104 23 30.     (W)     SCALED    
 DR0107* NAVD 88     -      1064.698  (meters)    3493.10   (feet)  ADJUSTED  
 DR0107  ___________________________________________________________________
 DR0107  GEOID HEIGHT-         -23.25  (meters)                     GEOID03
 DR0107  DYNAMIC HT  -        1063.230 (meters)    3488.28  (feet)  COMP
 DR0107  MODELED GRAV-     979,222.5   (mgal)                       NAVD 88
 DR0107
 DR0107  VERT ORDER  -  FIRST     CLASS II
 DR0107
 DR0107.The horizontal coordinates were scaled from a topographic map and have
 DR0107.an estimated accuracy of +/- 6 seconds.
 DR0107
 DR0107.The orthometric height was determined by differential leveling
 DR0107.and adjusted by the National Geodetic Survey in June 1991..
 DR0107
 DR0107.The geoid height was determined by GEOID03.
 DR0107
 DR0107.The dynamic height is computed by dividing the NAVD 88
 DR0107.geopotential number by the normal gravity value computed on the
 DR0107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0107.degrees latitude (g = 980.6199 gals.).
 DR0107
 DR0107.The modeled gravity was interpolated from observed gravity values.
 DR0107
 DR0107;                    North         East    Units  Estimated Accuracy
 DR0107;SPC NM E     -   246,650.      159,560.      MT  (+/- 180 meters Scaled)
 DR0107
 DR0107                          SUPERSEDED SURVEY CONTROL
 DR0107
 DR0107.No superseded survey control is available for this station.
 DR0107
 DR0107_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES566763(NAD 83)
 DR0107_MARKER: DB = BENCH MARK DISK
 DR0107_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR0107_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DR0107_STAMPING: J 254 1957
 DR0107_MARK LOGO: CGS   
 DR0107_PROJECTION: PROJECTING 8 CENTIMETERS
 DR0107_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR0107+STABILITY: SURFACE MOTION
 DR0107
 DR0107  HISTORY     - Date     Condition        Report By
 DR0107  HISTORY     - 1957     MONUMENTED       CGS
 DR0107  HISTORY     - 1982     GOOD             NGS
 DR0107
 DR0107                          STATION DESCRIPTION
 DR0107
 DR0107'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 DR0107'2.3 MI NW FROM DEXTER.
 DR0107'ABOUT 2.3 MILES NORTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 DR0107'RAILWAY FROM THE STATION AT DEXTER, 114 FEET NORTHEAST OF AND ACROSS
 DR0107'THE TRACK FROM MILEPOST 122, 99 1/2 FEET NORTHEAST OF THE NORTHEAST
 DR0107'RAIL, 0.1 MILE SOUTH OF A COTTON GIN, 8 FEET NORTHWEST OF A TELEPHONE
 DR0107'POLE, 1 FOOT SOUTHWEST OF A FENCE LINE, 1 1/2 FEET SOUTHEAST OF A
 DR0107'WHITE WOODEN WITNESS POST, ABOUT 1 1/2 FEET LOWER THAN THE LEVEL OF
 DR0107'THE TRACK, AND IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 DR0107
 DR0107                          STATION RECOVERY (1982)
 DR0107
 DR0107'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 DR0107'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  22.7 KM (14.1
 DR0107'MI) SOUTHERLY ALONG THE SANTA FE RAILROAD FROM THE RAILROAD STATION IN
 DR0107'ROSWELL, 0.3 KM (0.2 MI) SOUTH OF THE JUNCTION OF COUNTY ROAD 123, 0.2
 DR0107'KM (0.1 MI) SOUTH OF HIGHWAY MILEPOST 26, 34.7 METERS (113.8 FT)
 DR0107'NORTHEAST OF MILEPOST 122, 30.3 METERS (99.4 FT) NORTHEAST OF THE NEAR
 DR0107'RAIL AND 2.4 METERS (7.9 FT) NORTHWEST OF A UTILITY POLE.
 DR0107'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST AND FENCE
 DR0107'THE MARK IS 0.3 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0016 ***********************************************************************
 CW0016  DESIGNATION -  J 255
 CW0016  PID         -  CW0016
 CW0016  STATE/COUNTY-  NM/EDDY
 CW0016  USGS QUAD   -  ARTESIA (1975)
 CW0016
 CW0016                         *CURRENT SURVEY CONTROL
 CW0016  ___________________________________________________________________
 CW0016* NAD 83(1986)-  32 51 14.     (N)    104 23 52.     (W)     SCALED    
 CW0016* NAVD 88     -      1027.090  (meters)    3369.71   (feet)  ADJUSTED  
 CW0016  ___________________________________________________________________
 CW0016  GEOID HEIGHT-         -23.14  (meters)                     GEOID03
 CW0016  DYNAMIC HT  -        1025.670 (meters)    3365.05  (feet)  COMP
 CW0016  MODELED GRAV-     979,220.8   (mgal)                       NAVD 88
 CW0016
 CW0016  VERT ORDER  -  FIRST     CLASS II
 CW0016
 CW0016.The horizontal coordinates were scaled from a topographic map and have
 CW0016.an estimated accuracy of +/- 6 seconds.
 CW0016
 CW0016.The orthometric height was determined by differential leveling
 CW0016.and adjusted by the National Geodetic Survey in June 1991..
 CW0016.WARNING-Repeat measurements at this control monument indicate possible
 CW0016.vertical movement.
 CW0016
 CW0016.The geoid height was determined by GEOID03.
 CW0016
 CW0016.The dynamic height is computed by dividing the NAVD 88
 CW0016.geopotential number by the normal gravity value computed on the
 CW0016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0016.degrees latitude (g = 980.6199 gals.).
 CW0016
 CW0016.The modeled gravity was interpolated from observed gravity values.
 CW0016
 CW0016;                    North         East    Units  Estimated Accuracy
 CW0016;SPC NM E     -   205,550.      158,970.      MT  (+/- 180 meters Scaled)
 CW0016
 CW0016                          SUPERSEDED SURVEY CONTROL
 CW0016
 CW0016.No superseded survey control is available for this station.
 CW0016
 CW0016_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES563352(NAD 83)
 CW0016_MARKER: DB = BENCH MARK DISK
 CW0016_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CW0016_SP_SET: FOUNDATION
 CW0016_STAMPING: J 255 1957
 CW0016_MARK LOGO: CGS   
 CW0016_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CW0016
 CW0016  HISTORY     - Date     Condition        Report By
 CW0016  HISTORY     - 1957     MONUMENTED       CGS
 CW0016  HISTORY     - 1982     GOOD             NGS
 CW0016
 CW0016                          STATION DESCRIPTION
 CW0016
 CW0016'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 CW0016'0.8 MI N FROM ARTESIA.
 CW0016'ABOUT 0.8 MILE NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 CW0016'FROM THE STATION AT ARTESIA, 4 POLES SOUTH OF MILEPOST 149, IN THE TOP
 CW0016'OF THE NORTH END OF THE WEST CONCRETE FOUNDATION OF SCALES AT THE
 CW0016'DENTON BULK CEMENT LOADER, 40 FEET EAST OF THE EAST RAIL OF THE MAIN
 CW0016'TRACK, ABOUT 98 YARDS NORTH-NORTHEAST OF THE CENTER OF THE LOGAN
 CW0016'AVENUE CROSSING, ABOUT 6 INCHES BELOW THE LEVEL OF THE TRACK, AND
 CW0016'LEVEL WITH THE GROUND.
 CW0016
 CW0016                          STATION RECOVERY (1982)
 CW0016
 CW0016'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CW0016'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0222 ***********************************************************************
 CW0222  DESIGNATION -  J 256
 CW0222  PID         -  CW0222
 CW0222  STATE/COUNTY-  NM/EDDY
 CW0222  USGS QUAD   -  KITCHEN COVE (1985)
 CW0222
 CW0222                         *CURRENT SURVEY CONTROL
 CW0222  ___________________________________________________________________
 CW0222* NAD 83(1986)-  32 15 49.     (N)    104 17 34.     (W)     SCALED    
 CW0222* NAVD 88     -      1021.343  (meters)    3350.86   (feet)  ADJUSTED  
 CW0222  ___________________________________________________________________
 CW0222  GEOID HEIGHT-         -24.48  (meters)                     GEOID03
 CW0222  DYNAMIC HT  -        1019.853 (meters)    3345.97  (feet)  COMP
 CW0222  MODELED GRAV-     979,146.2   (mgal)                       NAVD 88
 CW0222
 CW0222  VERT ORDER  -  FIRST     CLASS I
 CW0222
 CW0222.The horizontal coordinates were scaled from a topographic map and have
 CW0222.an estimated accuracy of +/- 6 seconds.
 CW0222
 CW0222.The orthometric height was determined by differential leveling
 CW0222.and adjusted by the National Geodetic Survey in June 1991..
 CW0222
 CW0222.The geoid height was determined by GEOID03.
 CW0222
 CW0222.The dynamic height is computed by dividing the NAVD 88
 CW0222.geopotential number by the normal gravity value computed on the
 CW0222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0222.degrees latitude (g = 980.6199 gals.).
 CW0222
 CW0222.The modeled gravity was interpolated from observed gravity values.
 CW0222
 CW0222;                    North         East    Units  Estimated Accuracy
 CW0222;SPC NM E     -   140,100.      168,820.      MT  (+/- 180 meters Scaled)
 CW0222
 CW0222                          SUPERSEDED SURVEY CONTROL
 CW0222
 CW0222  NGVD 29 (??/??/92) 1020.835  (m)         3349.19   (f) ADJ UNCH    1 1
 CW0222
 CW0222.Superseded values are not recommended for survey control.
 CW0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0222.See file dsdata.txt to determine how the superseded data were derived.
 CW0222
 CW0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SER666698(NAD 83)
 CW0222_MARKER: DB = BENCH MARK DISK
 CW0222_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CW0222_SP_SET: CULVERT
 CW0222_STAMPING: J 256 1957
 CW0222_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CW0222
 CW0222  HISTORY     - Date     Condition        Report By
 CW0222  HISTORY     - 1957     MONUMENTED       CGS
 CW0222  HISTORY     - 1977     GOOD             NGS
 CW0222
 CW0222                          STATION DESCRIPTION
 CW0222
 CW0222'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 CW0222'11.85 MI S FROM CARLSBAD.
 CW0222'ABOUT 2.05 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 CW0222'FROM THE STATION AT CARLSBAD, THENCE 9.8 MILES SOUTH-SOUTHWEST ALONG
 CW0222'U. S. HIGHWAY 62 AND 180, IN THE TOP OF THE SOUTH-SOUTHWEST END OF THE
 CW0222'WEST-NORTHWEST HEAD WALL OF A 8X10-FOOT 5-CHANNEL CONCRETE CULVERT, 23
 CW0222'FEET WEST-NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT LEVEL
 CW0222'WITH THE HIGHWAY.
 CW0222
 CW0222                          STATION RECOVERY (1977)
 CW0222
 CW0222'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CW0222'12.0 MILES SOUTHWEST ALONG U.S. HIGHWAY 62 AND 180 FROM THE
 CW0222'COURTHOUSE, AT MILEPOST 24, AT THE CROSSING OF CASS DRAW, 23 FT.
 CW0222'WEST OF THE CENTER LINE OF THE HIGHWAY, IN THE TOP OF THE SOUTH END
 CW0222'OF THE WEST CONCRETE HEAD WALL OF A LARGE CULVERT, 1.6 FT. NORTH OF
 CW0222'THE SOUTH END OF THE HEAD WALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0024 ***********************************************************************
 CW0024  DESIGNATION -  J 257
 CW0024  PID         -  CW0024
 CW0024  STATE/COUNTY-  NM/EDDY
 CW0024  USGS QUAD   -  ARTESIA (1975)
 CW0024
 CW0024                         *CURRENT SURVEY CONTROL
 CW0024  ___________________________________________________________________
 CW0024* NAD 83(1986)-  32 51 09.     (N)    104 27 44.     (W)     SCALED    
 CW0024* NAVD 88     -      1069.583  (meters)    3509.12   (feet)  ADJUSTED  
 CW0024  ___________________________________________________________________
 CW0024  GEOID HEIGHT-         -23.08  (meters)                     GEOID03
 CW0024  DYNAMIC HT  -        1068.096 (meters)    3504.24  (feet)  COMP
 CW0024  MODELED GRAV-     979,211.6   (mgal)                       NAVD 88
 CW0024
 CW0024  VERT ORDER  -  FIRST     CLASS II
 CW0024
 CW0024.This mark is at Artesia Airport (ATS)
 CW0024
 CW0024.The horizontal coordinates were scaled from a topographic map and have
 CW0024.an estimated accuracy of +/- 6 seconds.
 CW0024
 CW0024.The orthometric height was determined by differential leveling
 CW0024.and adjusted by the National Geodetic Survey in June 1991..
 CW0024
 CW0024.The geoid height was determined by GEOID03.
 CW0024
 CW0024.The dynamic height is computed by dividing the NAVD 88
 CW0024.geopotential number by the normal gravity value computed on the
 CW0024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0024.degrees latitude (g = 980.6199 gals.).
 CW0024
 CW0024.The modeled gravity was interpolated from observed gravity values.
 CW0024
 CW0024;                    North         East    Units  Estimated Accuracy
 CW0024;SPC NM E     -   205,400.      152,940.      MT  (+/- 180 meters Scaled)
 CW0024
 CW0024                          SUPERSEDED SURVEY CONTROL
 CW0024
 CW0024  NGVD 29 (??/??/92) 1069.114  (m)         3507.58   (f) ADJ UNCH    1 2
 CW0024
 CW0024.Superseded values are not recommended for survey control.
 CW0024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0024.See file dsdata.txt to determine how the superseded data were derived.
 CW0024
 CW0024_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES503350(NAD 83)
 CW0024_MARKER: DB = BENCH MARK DISK
 CW0024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CW0024_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CW0024_STAMPING: J 257 1957
 CW0024_MARK LOGO: CGS   
 CW0024_MAGNETIC: N = NO MAGNETIC MATERIAL
 CW0024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CW0024+STABILITY: SURFACE MOTION
 CW0024
 CW0024  HISTORY     - Date     Condition        Report By
 CW0024  HISTORY     - 1957     MONUMENTED       CGS
 CW0024  HISTORY     - 19960609 GOOD             CHANCE
 CW0024
 CW0024                          STATION DESCRIPTION
 CW0024
 CW0024'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 CW0024'4.4 MI W FROM ARTESIA.
 CW0024'ABOUT 0.05 MILE SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 CW0024'FROM THE STATION AT ARTESIA, THENCE 3.5 MILES WEST ALONG STATE HIGHWAY
 CW0024'83, THENCE 0.85 MILE NORTHWEST ALONG THE ROAD TO THE ARTESIA MUNICIPAL
 CW0024'AIRPORT, 50 YARDS EAST OF THE EAST END OF THE ADMINISTRATION BUILDING,
 CW0024'IN THE CENTER OF AND BETWEEN THE 4 LEGS OF THE BEACON TOWER, AND IN
 CW0024'THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 CW0024
 CW0024                          STATION RECOVERY (1996)
 CW0024
 CW0024'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (MFY)
 CW0024'RECOVERY NOTE BY CHANCE 1996 RECOVERED IN GOOD CONDITION.  A NEW AND
 CW0024'COMPLETE DESCRIPTION FOLLOWS THE STATION IS LOCATED APPROXIMATELY 5.5
 CW0024'KM (3.40 MI) WEST-NORTHWEST OF THE CITY OF ARTESIA AT THE ARTESIA
 CW0024'MUNICIPAL AIRPORT.  OWNERSHIP -- CITY OF ARTESIA, BOB BISHOP - AIRPORT
 CW0024'MANAGER, PHONE (505) 746-4612 TO REACH THE STATION FROM THE JUNCTION
 CW0024'OF US HIGHWAYS 285 AND 82 IN ARTESIA, PROCEED WEST ON US HIGHWAY 83
 CW0024'FOR 5.45 KM (3.40 MI) TO THE JUNCTION WITH THE AIRPORT ROAD ON THE
 CW0024'RIGHT.  TURN RIGHT AND GO NORTH ON AIRPORT ROAD FOR 1.36 KM (0.85 MI)
 CW0024'TO A FENCED AREA NORTHEAST OF THE TERMINAL BUILDING AND THE STATION
 CW0024'UNDER THE BEACON TOWER THE STATION IS A BENCH MARK SET INTO THE TOP OF
 CW0024'A ROUND CONCRETE MONUMENT PROJECTING 2 INCHES ABOVE THE GROUND.  THE
 CW0024'STATION IS LOCATED APPROXIMATELY 50 M (164.0 FT) EAST OF THE EAST END
 CW0024'OF THE ADMINISTRATION BUILDING, 8.7 M (28.5 FT) NORTH OF A POWER POLE,
 CW0024'AND IN THE CENTER OF AND BETWEEN THE 4 LEGS OF THE BEACON TOWER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0180 ***********************************************************************
 CW0180  DESIGNATION -  J 258
 CW0180  PID         -  CW0180
 CW0180  STATE/COUNTY-  NM/EDDY
 CW0180  USGS QUAD   -  RED BLUFF (1985)
 CW0180
 CW0180                         *CURRENT SURVEY CONTROL
 CW0180  ___________________________________________________________________
 CW0180* NAD 83(1986)-  32 06 36.     (N)    104 02 39.     (W)     SCALED    
 CW0180* NAVD 88     -       881.416  (meters)    2891.78   (feet)  ADJUSTED  
 CW0180  ___________________________________________________________________
 CW0180  GEOID HEIGHT-         -25.44  (meters)                     GEOID03
 CW0180  DYNAMIC HT  -         880.128 (meters)    2887.55  (feet)  COMP
 CW0180  MODELED GRAV-     979,149.7   (mgal)                       NAVD 88
 CW0180
 CW0180  VERT ORDER  -  FIRST     CLASS II
 CW0180
 CW0180.The horizontal coordinates were scaled from a topographic map and have
 CW0180.an estimated accuracy of +/- 6 seconds.
 CW0180
 CW0180.The orthometric height was determined by differential leveling
 CW0180.and adjusted by the National Geodetic Survey in June 1991..
 CW0180
 CW0180.The geoid height was determined by GEOID03.
 CW0180
 CW0180.The dynamic height is computed by dividing the NAVD 88
 CW0180.geopotential number by the normal gravity value computed on the
 CW0180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0180.degrees latitude (g = 980.6199 gals.).
 CW0180
 CW0180.The modeled gravity was interpolated from observed gravity values.
 CW0180
 CW0180;                    North         East    Units  Estimated Accuracy
 CW0180;SPC NM E     -   123,100.      192,290.      MT  (+/- 180 meters Scaled)
 CW0180
 CW0180                          SUPERSEDED SURVEY CONTROL
 CW0180
 CW0180  NGVD 29 (??/??/92)  880.940  (m)         2890.22   (f) ADJ UNCH    1 2
 CW0180
 CW0180.Superseded values are not recommended for survey control.
 CW0180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0180.See file dsdata.txt to determine how the superseded data were derived.
 CW0180
 CW0180_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SER901530(NAD 83)
 CW0180_MARKER: DB = BENCH MARK DISK
 CW0180_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CW0180_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CW0180_STAMPING: J 258 1957
 CW0180_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CW0180+STABILITY: SURFACE MOTION
 CW0180
 CW0180  HISTORY     - Date     Condition        Report By
 CW0180  HISTORY     - 1957     MONUMENTED       CGS
 CW0180  HISTORY     - 1978     GOOD             USGS
 CW0180
 CW0180                          STATION DESCRIPTION
 CW0180
 CW0180'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 CW0180'8.25 MI S FROM MALAGA.
 CW0180'ABOUT 8.25 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 CW0180'FROM THE STATION AT MALAGA, 99 FEET SOUTHWEST OF MILEPOST 208, 83 FEET
 CW0180'WEST OF THE WEST RAIL, 185 FEET EAST OF THE CENTER LINE OF A ROAD, 2
 CW0180'1/2 FEET NORTH OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE
 CW0180'TRACK, AND IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 CW0180
 CW0180                          STATION RECOVERY (1978)
 CW0180
 CW0180'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 CW0180'THE RAIL ROAD HAS BEEN REBUILT AND MOVED SLIGHTLY. THE MARK IS NOW
 CW0180'114 FEET SOUTH OF MILE POST 208 AND 81 FEET WEST OF THE WEST RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0264 ***********************************************************************
 CW0264  DESIGNATION -  J 259
 CW0264  PID         -  CW0264
 CW0264  STATE/COUNTY-  NM/EDDY
 CW0264  USGS QUAD   -  GRAPEVINE DRAW (1978)
 CW0264
 CW0264                         *CURRENT SURVEY CONTROL
 CW0264  ___________________________________________________________________
 CW0264* NAD 83(1986)-  32 02 11.     (N)    104 33 04.     (W)     SCALED    
 CW0264* NAVD 88     -      1214.638  (meters)    3985.02   (feet)  ADJUSTED  
 CW0264  ___________________________________________________________________
 CW0264  GEOID HEIGHT-         -23.71  (meters)                     GEOID03
 CW0264  DYNAMIC HT  -        1212.805 (meters)    3979.01  (feet)  COMP
 CW0264  MODELED GRAV-     979,088.5   (mgal)                       NAVD 88
 CW0264
 CW0264  VERT ORDER  -  FIRST     CLASS I
 CW0264
 CW0264.The horizontal coordinates were scaled from a topographic map and have
 CW0264.an estimated accuracy of +/- 6 seconds.
 CW0264
 CW0264.The orthometric height was determined by differential leveling
 CW0264.and adjusted by the National Geodetic Survey in June 1991..
 CW0264
 CW0264.The geoid height was determined by GEOID03.
 CW0264
 CW0264.The dynamic height is computed by dividing the NAVD 88
 CW0264.geopotential number by the normal gravity value computed on the
 CW0264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0264.degrees latitude (g = 980.6199 gals.).
 CW0264
 CW0264.The modeled gravity was interpolated from observed gravity values.
 CW0264
 CW0264;                    North         East    Units  Estimated Accuracy
 CW0264;SPC NM E     -   114,920.      144,430.      MT  (+/- 180 meters Scaled)
 CW0264
 CW0264                          SUPERSEDED SURVEY CONTROL
 CW0264
 CW0264  NGVD 29 (??/??/92) 1214.082  (m)         3983.20   (f) ADJ UNCH    1 1
 CW0264
 CW0264.Superseded values are not recommended for survey control.
 CW0264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0264.See file dsdata.txt to determine how the superseded data were derived.
 CW0264
 CW0264_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SER423445(NAD 83)
 CW0264_MARKER: DB = BENCH MARK DISK
 CW0264_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CW0264_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CW0264_STAMPING: J 259 1958
 CW0264_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CW0264+STABILITY: SURFACE MOTION
 CW0264
 CW0264  HISTORY     - Date     Condition        Report By
 CW0264  HISTORY     - 1958     MONUMENTED       CGS
 CW0264  HISTORY     - 1977     GOOD             NGS
 CW0264
 CW0264                          STATION DESCRIPTION
 CW0264
 CW0264'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CW0264'15.8 MI SW FROM WHITES CITY.
 CW0264'ABOUT 0.1 MILE SOUTHEAST ALONG STATE HIGHWAY 7 FROM THE POST OFFICE AT
 CW0264'WHITES CITY, THENCE 2.1 MILES SOUTHWEST ALONG U. S. HIGHWAYS 62 AND
 CW0264'180, THENCE 3.8 MILES SOUTHWEST ALONG OLD HIGHWAY 62, THENCE ABOUT 1.0
 CW0264'MILE SOUTHWEST ALONG THE BOTTOM OF A CANYON DRAW TO THE WASHINGTON
 CW0264'CAMP, THENCE 5.6 MILES SOUTHWEST ALONG A COUNTY ROAD, THENCE 3.2 MILES
 CW0264'SOUTHWEST ALONG A TRAIL ROAD WHICH WAS FORMERLY THE OLD HIGHWAY, 84
 CW0264'FEET SOUTH-SOUTHEAST OF THE CENTER LINE OF THE ROAD, 2 1/2 FEET
 CW0264'NORTHEAST OF A CONCRETE WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND
 CW0264'IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 CW0264
 CW0264                          STATION RECOVERY (1977)
 CW0264
 CW0264'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CW0264'6.5 MILES SOUTHWEST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE
 CW0264'JUNCTION OF STATE HIGHWAY 7, THENCE 6.2 MILES SOUTHWEST ALONG
 CW0264'A PAVED COUNTY ROAD (TO SLAUGHTER CANYON AND NEW CAVE) TO THE
 CW0264'END OF PAVEMENT AND THE JUNCTION OF TWO GRAVEL ROADS,
 CW0264'THENCE 1.75 MILES SOUTHWEST TO A FORKED JUNCTION WITH A ROAD
 CW0264'LEADING SOUTH, THENCE 2.5 MILES SOUTHWEST ALONG A ROCKY ROAD
 CW0264'FORMERLY KNOWN AS THE 1933 ROUTE OF U.S. HIGHWAY 62,
 CW0264'84 FT. SOUTH-SOUTHWEST OF THE CENTER LINE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0648 ***********************************************************************
 DR0648  DESIGNATION -  J 26
 DR0648  PID         -  DR0648
 DR0648  STATE/COUNTY-  NM/OTERO
 DR0648  USGS QUAD   -  APACHE SUMMIT (1979)
 DR0648
 DR0648                         *CURRENT SURVEY CONTROL
 DR0648  ___________________________________________________________________
 DR0648* NAD 83(1986)-  33 13 43.     (N)    105 41 26.     (W)     SCALED    
 DR0648* NAVD 88     -      2317.187  (meters)    7602.30   (feet)  ADJUSTED  
 DR0648  ___________________________________________________________________
 DR0648  GEOID HEIGHT-         -19.78  (meters)                     GEOID03
 DR0648  DYNAMIC HT  -        2313.474 (meters)    7590.12  (feet)  COMP
 DR0648  MODELED GRAV-     978,950.6   (mgal)                       NAVD 88
 DR0648
 DR0648  VERT ORDER  -  FIRST     CLASS II
 DR0648
 DR0648.The horizontal coordinates were scaled from a topographic map and have
 DR0648.an estimated accuracy of +/- 6 seconds.
 DR0648
 DR0648.The orthometric height was determined by differential leveling
 DR0648.and adjusted by the National Geodetic Survey in June 1991..
 DR0648
 DR0648.The geoid height was determined by GEOID03.
 DR0648
 DR0648.The dynamic height is computed by dividing the NAVD 88
 DR0648.geopotential number by the normal gravity value computed on the
 DR0648.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0648.degrees latitude (g = 980.6199 gals.).
 DR0648
 DR0648.The modeled gravity was interpolated from observed gravity values.
 DR0648
 DR0648;                    North         East    Units  Estimated Accuracy
 DR0648;SPC NM C     -   247,240.      552,140.      MT  (+/- 180 meters Scaled)
 DR0648
 DR0648                          SUPERSEDED SURVEY CONTROL
 DR0648
 DR0648  NGVD 29 (??/??/92) 2316.305  (m)         7599.41   (f) ADJ UNCH    1 2
 DR0648
 DR0648.Superseded values are not recommended for survey control.
 DR0648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0648.See file dsdata.txt to determine how the superseded data were derived.
 DR0648
 DR0648_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDS356768(NAD 83)
 DR0648_MARKER: DB = BENCH MARK DISK
 DR0648_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR0648_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DR0648_STAMPING: 7599.411 J 26 1933
 DR0648_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR0648+STABILITY: SURFACE MOTION
 DR0648
 DR0648  HISTORY     - Date     Condition        Report By
 DR0648  HISTORY     - 1933     MONUMENTED       CGS
 DR0648  HISTORY     - 1934     GOOD             NGS
 DR0648  HISTORY     - 1963     MARK NOT FOUND   USGS
 DR0648
 DR0648                          STATION DESCRIPTION
 DR0648
 DR0648'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DR0648'7.5 MI NE FROM MESCALERO.
 DR0648'7.5 MILES NORTHEAST ALONG U.S. HIGHWAY 70 FROM MESCALERO, OTERO
 DR0648'COUNTY, AT A SUMMIT, 35 FEET NORTH OF A 16-INCH PINE TREE MARKED JHB,
 DR0648'AND 28 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK,
 DR0648'STAMPED 7599.411 J 26 1933 AND SET IN THE TOP OF A CONCRETE POST.
 DR0648
 DR0648                          STATION RECOVERY (1963)
 DR0648
 DR0648'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 DR0648'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0599 ***********************************************************************
 DS0599  DESIGNATION -  J 260
 DS0599  PID         -  DS0599
 DS0599  STATE/COUNTY-  NM/SOCORRO
 DS0599  USGS QUAD   -  SAN MARCIAL (1982)
 DS0599
 DS0599                         *CURRENT SURVEY CONTROL
 DS0599  ___________________________________________________________________
 DS0599* NAD 83(1986)-  33 40 54.     (N)    106 59 29.     (W)     SCALED    
 DS0599* NAVD 88     -      1367.070  (meters)    4485.13   (feet)  ADJUSTED  
 DS0599  ___________________________________________________________________
 DS0599  GEOID HEIGHT-         -22.73  (meters)                     GEOID03
 DS0599  DYNAMIC HT  -        1365.121 (meters)    4478.73  (feet)  COMP
 DS0599  MODELED GRAV-     979,164.1   (mgal)                       NAVD 88
 DS0599
 DS0599  VERT ORDER  -  FIRST     CLASS II
 DS0599
 DS0599.The horizontal coordinates were scaled from a topographic map and have
 DS0599.an estimated accuracy of +/- 6 seconds.
 DS0599
 DS0599.The orthometric height was determined by differential leveling
 DS0599.and adjusted by the National Geodetic Survey in June 1991..
 DS0599
 DS0599.The geoid height was determined by GEOID03.
 DS0599
 DS0599.The dynamic height is computed by dividing the NAVD 88
 DS0599.geopotential number by the normal gravity value computed on the
 DS0599.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0599.degrees latitude (g = 980.6199 gals.).
 DS0599
 DS0599.The modeled gravity was interpolated from observed gravity values.
 DS0599
 DS0599;                    North         East    Units  Estimated Accuracy
 DS0599;SPC NM C     -   297,600.      431,260.      MT  (+/- 180 meters Scaled)
 DS0599
 DS0599                          SUPERSEDED SURVEY CONTROL
 DS0599
 DS0599  NGVD 29 (??/??/92) 1366.393  (m)         4482.91   (f) ADJ UNCH    1 2
 DS0599
 DS0599.Superseded values are not recommended for survey control.
 DS0599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0599.See file dsdata.txt to determine how the superseded data were derived.
 DS0599
 DS0599_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT154286(NAD 83)
 DS0599_MARKER: DB = BENCH MARK DISK
 DS0599_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DS0599_SP_SET: FOUNDATION
 DS0599_STAMPING: J 260 1952
 DS0599_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DS0599
 DS0599  HISTORY     - Date     Condition        Report By
 DS0599  HISTORY     - 1952     MONUMENTED       CGS
 DS0599
 DS0599                          STATION DESCRIPTION
 DS0599
 DS0599'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DS0599'17.7 MI S FROM SAN ANTONIO.
 DS0599'17.7 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 DS0599'THE STATION AT SAN ANTONIO, SOCORRO COUNTY, 7 POLES SOUTH OF MILEPOST
 DS0599'1006, 3 RAILS NORTH OF THE NORTH END OF THE STEEL PART OF A LONG
 DS0599'BRIDGE OVER RIO GRANDE, 13 FEET EAST OF THE EAST RAIL, AT A
 DS0599'GAGING-STATION CABLE CAR, AND IN THE TOP OF THE SOUTHWEST EDGE OF THE
 DS0599'CONCRETE FOUNDATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0823 ***********************************************************************
 DS0823  DESIGNATION -  J 261
 DS0823  PID         -  DS0823
 DS0823  STATE/COUNTY-  NM/SIERRA
 DS0823  USGS QUAD   -  CUTTER (1985)
 DS0823
 DS0823                         *CURRENT SURVEY CONTROL
 DS0823  ___________________________________________________________________
 DS0823* NAD 83(1986)-  33 07 17.     (N)    107 02 00.     (W)     SCALED    
 DS0823* NAVD 88     -      1445.457  (meters)    4742.30   (feet)  ADJUSTED  
 DS0823  ___________________________________________________________________
 DS0823  GEOID HEIGHT-         -22.99  (meters)                     GEOID03
 DS0823  DYNAMIC HT  -        1443.339 (meters)    4735.35  (feet)  COMP
 DS0823  MODELED GRAV-     979,122.1   (mgal)                       NAVD 88
 DS0823
 DS0823  VERT ORDER  -  FIRST     CLASS II
 DS0823
 DS0823.The horizontal coordinates were scaled from a topographic map and have
 DS0823.an estimated accuracy of +/- 6 seconds.
 DS0823
 DS0823.The orthometric height was determined by differential leveling
 DS0823.and adjusted by the National Geodetic Survey in June 1991..
 DS0823
 DS0823.The geoid height was determined by GEOID03.
 DS0823
 DS0823.The dynamic height is computed by dividing the NAVD 88
 DS0823.geopotential number by the normal gravity value computed on the
 DS0823.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0823.degrees latitude (g = 980.6199 gals.).
 DS0823
 DS0823.The modeled gravity was interpolated from observed gravity values.
 DS0823
 DS0823;                    North         East    Units  Estimated Accuracy
 DS0823;SPC NM W     -   235,500.      904,660.      MT  (+/- 180 meters Scaled)
 DS0823
 DS0823                          SUPERSEDED SURVEY CONTROL
 DS0823
 DS0823  NGVD 29 (??/??/92) 1444.815  (m)         4740.20   (f) ADJ UNCH    1 2
 DS0823
 DS0823.Superseded values are not recommended for survey control.
 DS0823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0823.See file dsdata.txt to determine how the superseded data were derived.
 DS0823
 DS0823_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS102665(NAD 83)
 DS0823_MARKER: DB = BENCH MARK DISK
 DS0823_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0823_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0823_STAMPING: J 261 1952
 DS0823_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0823+STABILITY: SURFACE MOTION
 DS0823
 DS0823  HISTORY     - Date     Condition        Report By
 DS0823  HISTORY     - 1952     MONUMENTED       CGS
 DS0823
 DS0823                          STATION DESCRIPTION
 DS0823
 DS0823'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DS0823'3.8 MI S FROM ENGLE.
 DS0823'3.8 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD FROM
 DS0823'THE STATION AT ENGLE, 3 POLES SOUTH OF THE STATION SIGN AT JORNADA,
 DS0823'154 FEET EAST OF MILEPOST 1047, 99 FEET EAST OF THE EAST RAIL OF THE
 DS0823'MAIN TRACK, 50 FEET WEST OF THE CENTER LINE OF A GRADED DIRT ROAD, 2
 DS0823'FEET EAST OF A FENCE, 3 FEET SOUTH OF A WITNESS POST, SET IN THE TOP
 DS0823'OF A CONCRETE POST WHICH PROJECTS 0.8 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0890 ***********************************************************************
 CX0890  DESIGNATION -  J 262
 CX0890  PID         -  CX0890
 CX0890  STATE/COUNTY-  NM/LUNA
 CX0890  USGS QUAD   -  NUTT (1989)
 CX0890
 CX0890                         *CURRENT SURVEY CONTROL
 CX0890  ___________________________________________________________________
 CX0890* NAD 83(1986)-  32 31 41.     (N)    107 29 26.     (W)     SCALED    
 CX0890* NAVD 88     -      1414.755  (meters)    4641.58   (feet)  ADJUSTED  
 CX0890  ___________________________________________________________________
 CX0890  GEOID HEIGHT-         -23.89  (meters)                     GEOID03
 CX0890  DYNAMIC HT  -        1412.640 (meters)    4634.64  (feet)  COMP
 CX0890  MODELED GRAV-     979,094.5   (mgal)                       NAVD 88
 CX0890
 CX0890  VERT ORDER  -  FIRST     CLASS II
 CX0890
 CX0890.The horizontal coordinates were scaled from a topographic map and have
 CX0890.an estimated accuracy of +/- 6 seconds.
 CX0890
 CX0890.The orthometric height was determined by differential leveling
 CX0890.and adjusted by the National Geodetic Survey in June 1991..
 CX0890
 CX0890.The geoid height was determined by GEOID03.
 CX0890
 CX0890.The dynamic height is computed by dividing the NAVD 88
 CX0890.geopotential number by the normal gravity value computed on the
 CX0890.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0890.degrees latitude (g = 980.6199 gals.).
 CX0890
 CX0890.The modeled gravity was interpolated from observed gravity values.
 CX0890
 CX0890;                    North         East    Units  Estimated Accuracy
 CX0890;SPC NM W     -   169,470.      862,200.      MT  (+/- 180 meters Scaled)
 CX0890
 CX0890                          SUPERSEDED SURVEY CONTROL
 CX0890
 CX0890  NGVD 29 (??/??/92) 1414.066  (m)         4639.31   (f) ADJ UNCH    1 2
 CX0890
 CX0890.Superseded values are not recommended for survey control.
 CX0890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0890.See file dsdata.txt to determine how the superseded data were derived.
 CX0890
 CX0890_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBS660017(NAD 83)
 CX0890_MARKER: DB = BENCH MARK DISK
 CX0890_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX0890_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CX0890_STAMPING: J 262 1952
 CX0890_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX0890+STABILITY: SURFACE MOTION
 CX0890
 CX0890  HISTORY     - Date     Condition        Report By
 CX0890  HISTORY     - 1952     MONUMENTED       CGS
 CX0890  HISTORY     - 1961     MARK NOT FOUND   USGS
 CX0890
 CX0890                          STATION DESCRIPTION
 CX0890
 CX0890'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CX0890'4.0 MI SW FROM NUTT.
 CX0890'4.0 MILES SOUTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 CX0890'FROM THE STATION SIGN AT NUTT, 25.3 FEET SOUTHWEST OF MILEPOST 1109,
 CX0890'147 FEET EAST OF THE CENTER LINE OF STATE HIGHWAY 26, 51 FEET WEST OF
 CX0890'THE WEST RAIL, 3 FEET WEST OF A FENCE, 3 FEET SOUTH OF A WITNESS POST,
 CX0890'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE
 CX0890'GROUND.
 CX0890
 CX0890                          STATION RECOVERY (1961)
 CX0890
 CX0890'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 CX0890'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0865 ***********************************************************************
 CX0865  DESIGNATION -  J 263
 CX0865  PID         -  CX0865
 CX0865  STATE/COUNTY-  NM/DONA ANA
 CX0865  USGS QUAD   -  ARROYO CUERVO (1980)
 CX0865
 CX0865                         *CURRENT SURVEY CONTROL
 CX0865  ___________________________________________________________________
 CX0865* NAD 83(1986)-  32 37 31.     (N)    107 17 13.     (W)     SCALED    
 CX0865* NAVD 88     -      1367.827  (meters)    4487.61   (feet)  POSTED    
 CX0865  ___________________________________________________________________
 CX0865  GEOID HEIGHT-         -23.78  (meters)                     GEOID03
 CX0865  DYNAMIC HT  -        1365.800 (meters)    4480.96  (feet)  COMP
 CX0865  MODELED GRAV-     979,108.4   (mgal)                       NAVD 88
 CX0865
 CX0865  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 CX0865
 CX0865.The horizontal coordinates were scaled from a topographic map and have
 CX0865.an estimated accuracy of +/- 6 seconds.
 CX0865
 CX0865.The orthometric height was determined by differential leveling
 CX0865.and adjusted by the National Geodetic Survey in 1992..
 CX0865.No vertical observational check was made to the station.
 CX0865.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 CX0865.was located on a no-check spur therefore a value was not computed.
 CX0865
 CX0865.The geoid height was determined by GEOID03.
 CX0865
 CX0865.The dynamic height is computed by dividing the NAVD 88
 CX0865.geopotential number by the normal gravity value computed on the
 CX0865.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0865.degrees latitude (g = 980.6199 gals.).
 CX0865
 CX0865.The modeled gravity was interpolated from observed gravity values.
 CX0865
 CX0865;                    North         East    Units  Estimated Accuracy
 CX0865;SPC NM C     -   180,670.      402,690.      MT  (+/- 180 meters Scaled)
 CX0865
 CX0865                          SUPERSEDED SURVEY CONTROL
 CX0865
 CX0865  NGVD 29 (??/??/92) 1367.178  (m)         4485.48   (f) ADJ UNCH    1 2
 CX0865
 CX0865.Superseded values are not recommended for survey control.
 CX0865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0865.See file dsdata.txt to determine how the superseded data were derived.
 CX0865
 CX0865_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBS854120(NAD 83)
 CX0865_MARKER: DB = BENCH MARK DISK
 CX0865_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX0865_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CX0865_STAMPING: J 263 1952
 CX0865_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX0865+STABILITY: SURFACE MOTION
 CX0865
 CX0865  HISTORY     - Date     Condition        Report By
 CX0865  HISTORY     - 1952     MONUMENTED       CGS
 CX0865
 CX0865                          STATION DESCRIPTION
 CX0865
 CX0865'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CX0865'8.95 MI SW FROM HATCH.
 CX0865'1.15 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD FROM
 CX0865'THE STATION AT HATCH, THENCE 7.15 MILES SOUTHWEST ALONG STATE HIGHWAY
 CX0865'26, THENCE 0.65 MILE NORTHWEST ALONG A DIRT ROAD, 78 FEET NORTH OF THE
 CX0865'CENTER LINE OF THE ROAD, 0.3 MILE SOUTHWEST OF AN ABANDONED RANCH
 CX0865'HOUSE, 3 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 CX0865'POST WHICH PROJECTS 1.0 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0180 ***********************************************************************
 CY0180  DESIGNATION -  J 264
 CY0180  PID         -  CY0180
 CY0180  STATE/COUNTY-  NM/HIDALGO
 CY0180  USGS QUAD   -  LISBON (1980)
 CY0180
 CY0180                         *CURRENT SURVEY CONTROL
 CY0180  ___________________________________________________________________
 CY0180* NAD 83(1986)-  32 18 39.     (N)    108 36 09.     (W)     SCALED    
 CY0180* NAVD 88     -      1288.319  (meters)    4226.76   (feet)  ADJUSTED  
 CY0180  ___________________________________________________________________
 CY0180  GEOID HEIGHT-         -25.35  (meters)                     GEOID03
 CY0180  DYNAMIC HT  -        1286.373 (meters)    4220.38  (feet)  COMP
 CY0180  MODELED GRAV-     979,084.1   (mgal)                       NAVD 88
 CY0180
 CY0180  VERT ORDER  -  FIRST     CLASS II
 CY0180
 CY0180.The horizontal coordinates were scaled from a topographic map and have
 CY0180.an estimated accuracy of +/- 6 seconds.
 CY0180
 CY0180.The orthometric height was determined by differential leveling
 CY0180.and adjusted by the National Geodetic Survey in June 1991..
 CY0180
 CY0180.The geoid height was determined by GEOID03.
 CY0180
 CY0180.The dynamic height is computed by dividing the NAVD 88
 CY0180.geopotential number by the normal gravity value computed on the
 CY0180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0180.degrees latitude (g = 980.6199 gals.).
 CY0180
 CY0180.The modeled gravity was interpolated from observed gravity values.
 CY0180
 CY0180;                    North         East    Units  Estimated Accuracy
 CY0180;SPC NM W     -   145,590.      757,570.      MT  (+/- 180 meters Scaled)
 CY0180
 CY0180                          SUPERSEDED SURVEY CONTROL
 CY0180
 CY0180  NGVD 29 (??/??/92) 1287.602  (m)         4224.41   (f) ADJ UNCH    1 2
 CY0180
 CY0180.Superseded values are not recommended for survey control.
 CY0180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0180.See file dsdata.txt to determine how the superseded data were derived.
 CY0180
 CY0180_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYA257774(NAD 83)
 CY0180_MARKER: DB = BENCH MARK DISK
 CY0180_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0180_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0180_STAMPING: J 264 1953
 CY0180_PROJECTION: PROJECTING 7 CENTIMETERS
 CY0180_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0180+STABILITY: SURFACE MOTION
 CY0180
 CY0180  HISTORY     - Date     Condition        Report By
 CY0180  HISTORY     - 1953     MONUMENTED       CGS
 CY0180  HISTORY     - 1979     GOOD             NGS
 CY0180
 CY0180                          STATION DESCRIPTION
 CY0180
 CY0180'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 CY0180'6.6 MI SE FROM LORDSBURG.
 CY0180'6.6 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 CY0180'STATION AT LORDSBURG, 1 1/2 POLES SOUTHEAST OF MILEPOST 1155, 8 RAILS
 CY0180'NORTHWEST OF THE NORTHWEST END OF BRIDGE 1155.12, 33.3 FEET SOUTHWEST
 CY0180'OF THE SOUTHWEST RAIL, 94 FEET NORTHEAST OF THE CENTER LINE OF U.S.
 CY0180'HIGHWAY 80, 22 FEET SOUTHEAST OF A TELEPHONE POLE, 3 FEET SOUTHEAST OF
 CY0180'A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.8
 CY0180'FOOT ABOVE THE GROUND.
 CY0180
 CY0180                          STATION RECOVERY (1979)
 CY0180
 CY0180'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CY0180'11.0 KILOMETERS (6.85 MILES) SOUTHEAST ALONG THE SOUTHERN PACIFIC
 CY0180'RAILROAD FROM THE STATION IN LORDSBURG, 10.1 METERS (33.1 FEET)
 CY0180'SOUTHWEST OF THE SOUTHWEST RAIL, 92 METERS (304 FEET) NORTHWEST OF
 CY0180'THE NORTHWEST END OF BRIDGE 1155.12, 63.3 METERS (240 FEET) SOUTHEAST
 CY0180'OF AND ACROSS THE TRACKS FROM MILE POST 1155, 33.5 METERS (110 FEET)
 CY0180'NORTH OF THE NORTHEAST END OF AN OFFSET IN THE SOUTHWEST RIGHT-OF-
 CY0180'WAY FENCE AND 7.1 METERS (23.4 FEET) SOUTHEAST OF THE SECOND
 CY0180'TELEPHONE POLE SOUTHEAST OF MILE POST 1155.
 CY0180'THE MARK IS 0.5 METERS  NW FROM A WITNESS POST.
 CY0180'THE MARK IS 1 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0114 ***********************************************************************
 CY0114  DESIGNATION -  J 265
 CY0114  PID         -  CY0114
 CY0114  STATE/COUNTY-  NM/LUNA
 CY0114  USGS QUAD   -  GAGE NW (1976)
 CY0114
 CY0114                         *CURRENT SURVEY CONTROL
 CY0114  ___________________________________________________________________
 CY0114* NAD 83(1986)-  32 12 45.     (N)    108 12 18.     (W)     SCALED    
 CY0114* NAVD 88     -      1391.730  (meters)    4566.03   (feet)  ADJUSTED  
 CY0114  ___________________________________________________________________
 CY0114  GEOID HEIGHT-         -24.75  (meters)                     GEOID03
 CY0114  DYNAMIC HT  -        1389.619 (meters)    4559.11  (feet)  COMP
 CY0114  MODELED GRAV-     979,073.2   (mgal)                       NAVD 88
 CY0114
 CY0114  VERT ORDER  -  FIRST     CLASS II
 CY0114
 CY0114.The horizontal coordinates were scaled from a topographic map and have
 CY0114.an estimated accuracy of +/- 6 seconds.
 CY0114
 CY0114.The orthometric height was determined by differential leveling
 CY0114.and adjusted by the National Geodetic Survey in June 1991..
 CY0114
 CY0114.The geoid height was determined by GEOID03.
 CY0114
 CY0114.The dynamic height is computed by dividing the NAVD 88
 CY0114.geopotential number by the normal gravity value computed on the
 CY0114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0114.degrees latitude (g = 980.6199 gals.).
 CY0114
 CY0114.The modeled gravity was interpolated from observed gravity values.
 CY0114
 CY0114;                    North         East    Units  Estimated Accuracy
 CY0114;SPC NM W     -   134,490.      794,960.      MT  (+/- 180 meters Scaled)
 CY0114
 CY0114                          SUPERSEDED SURVEY CONTROL
 CY0114
 CY0114  NGVD 29 (??/??/92) 1390.970  (m)         4563.54   (f) ADJ UNCH    1 2
 CY0114
 CY0114.Superseded values are not recommended for survey control.
 CY0114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0114.See file dsdata.txt to determine how the superseded data were derived.
 CY0114
 CY0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYA634674(NAD 83)
 CY0114_MARKER: DB = BENCH MARK DISK
 CY0114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0114_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0114_STAMPING: J 265 1953
 CY0114_PROJECTION: PROJECTING 10 CENTIMETERS
 CY0114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0114+STABILITY: SURFACE MOTION
 CY0114
 CY0114  HISTORY     - Date     Condition        Report By
 CY0114  HISTORY     - 1953     MONUMENTED       CGS
 CY0114  HISTORY     - 1967     GOOD             NGS
 CY0114  HISTORY     - 1980     GOOD             NGS
 CY0114
 CY0114                          STATION DESCRIPTION
 CY0114
 CY0114'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 CY0114'7.1 MI W FROM GAGE.
 CY0114'7.1 MILES WEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE SECTION
 CY0114'FOREMANS HOUSE AT GAGE, 17 POLES EAST OF MILEPOST 1181, 46.3 FEET
 CY0114'SOUTH OF THE SOUTH RAIL, 38 FEET SOUTHWEST OF A TELEPHONE POLE, 3 FEET
 CY0114'WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 CY0114'PROJECTS 0.7 FOOT ABOVE THE GROUND.
 CY0114
 CY0114                          STATION RECOVERY (1967)
 CY0114
 CY0114'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 CY0114'RECOVERED IN GOOD CONDITION.
 CY0114
 CY0114                          STATION RECOVERY (1980)
 CY0114
 CY0114'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CY0114'43.0 KILOMETERS (26.7 MILES) WEST ALONG THE SOUTHERN PACIFIC RAILROAD
 CY0114'FROM ITS STATION IN DEMING, AT SEMAPHORE 1181.4 AND NORTH OF THE
 CY0114'QUINCY ROAD OVERPASS OVER INTERSTATE 10, 13.2 METERS (43.5 FEET)
 CY0114'SOUTH OF THE SOUTH RAIL, 10.6 METERS (34.6 FEET) SOUTH OF THE SOUTH
 CY0114'FACE OF THE SEMAPHORE AND 3.0 METERS (9.9 FEET) NORTH OF THE
 CY0114'CENTERLINE OF THE RAILROAD MAINTENANCE ROAD.
 CY0114'THE MARK IS 0.4 METERS  E FROM A WITNESS POST.
 CY0114'THE MARK IS 0.3 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1135 ***********************************************************************
 GL1135  DESIGNATION -  J 266
 GL1135  PID         -  GL1135
 GL1135  STATE/COUNTY-  NM/UNION
 GL1135  USGS QUAD   -  CROSS L RANCH SW (1972)
 GL1135
 GL1135                         *CURRENT SURVEY CONTROL
 GL1135  ___________________________________________________________________
 GL1135* NAD 83(1986)-  36 47 09.     (N)    103 42 00.     (W)     SCALED    
 GL1135* NAVD 88     -      1902.891  (meters)    6243.07   (feet)  ADJUSTED  
 GL1135  ___________________________________________________________________
 GL1135  GEOID HEIGHT-         -19.70  (meters)                     GEOID03
 GL1135  DYNAMIC HT  -        1900.562 (meters)    6235.43  (feet)  COMP
 GL1135  MODELED GRAV-     979,339.1   (mgal)                       NAVD 88
 GL1135
 GL1135  VERT ORDER  -  SECOND    CLASS 0
 GL1135
 GL1135.The horizontal coordinates were scaled from a topographic map and have
 GL1135.an estimated accuracy of +/- 6 seconds.
 GL1135
 GL1135.The orthometric height was determined by differential leveling
 GL1135.and adjusted by the National Geodetic Survey in June 1991..
 GL1135
 GL1135.The geoid height was determined by GEOID03.
 GL1135
 GL1135.The dynamic height is computed by dividing the NAVD 88
 GL1135.geopotential number by the normal gravity value computed on the
 GL1135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL1135.degrees latitude (g = 980.6199 gals.).
 GL1135
 GL1135.The modeled gravity was interpolated from observed gravity values.
 GL1135
 GL1135;                    North         East    Units  Estimated Accuracy
 GL1135;SPC NM E     -   641,900.      221,530.      MT  (+/- 180 meters Scaled)
 GL1135
 GL1135                          SUPERSEDED SURVEY CONTROL
 GL1135
 GL1135  NGVD 29 (??/??/92) 1901.973  (m)         6240.06   (f) ADJ UNCH    2 0
 GL1135
 GL1135.Superseded values are not recommended for survey control.
 GL1135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1135.See file dsdata.txt to determine how the superseded data were derived.
 GL1135
 GL1135_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA159719(NAD 83)
 GL1135_MARKER: DB = BENCH MARK DISK
 GL1135_SETTING: 66 = SET IN ROCK OUTCROP
 GL1135_SP_SET: SANDSTONE OUTCROP
 GL1135_STAMPING: J 266 1955
 GL1135_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GL1135+STABILITY: POSITION/ELEVATION WELL
 GL1135
 GL1135  HISTORY     - Date     Condition        Report By
 GL1135  HISTORY     - 1955     MONUMENTED       CGS
 GL1135
 GL1135                          STATION DESCRIPTION
 GL1135
 GL1135'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GL1135'11.7 MI E FROM DES MOINES.
 GL1135'1.25 MILES NORTHWEST ALONG STATE HIGHWAY 72 FROM THE COLORADO AND
 GL1135'SOUTHERN RAILROAD STATION AT DES MOINES, THENCE 1.45 MILES NORTH ALONG
 GL1135'A TRACK ROAD, THENCE 2.0 MILES EAST ALONG A TRACK ROAD, THENCE 1.0
 GL1135'MILE SOUTH ALONG A TRACK ROAD, THENCE 6.0 MILES EAST ALONG A GRADED
 GL1135'DIRT ROAD, 0.1 MILE WEST OF THE TOP OF A HILL, 268 FEET EAST OF THE
 GL1135'EXTENDED CENTER LINE OF A GRADED DIRT ROAD LEADING NORTH, 46 FEET
 GL1135'SOUTH OF THE CENTER LINE OF AN EAST AND WEST ROAD, 27 FEET SOUTH OF A
 GL1135'FENCE, 27 FEET SOUTH OF A WITNESS POST, FLUSH WITH THE GROUND, SET IN
 GL1135'THE TOP OF A SANDSTONE OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1121 ***********************************************************************
 GL1121  DESIGNATION -  J 267
 GL1121  PID         -  GL1121
 GL1121  STATE/COUNTY-  NM/UNION
 GL1121  USGS QUAD   -  FIDDLER SPRINGS (1972)
 GL1121
 GL1121                         *CURRENT SURVEY CONTROL
 GL1121  ___________________________________________________________________
 GL1121* NAD 83(1992)-  36 45 04.92634(N)    103 32 17.62299(W)     ADJUSTED  
 GL1121* NAVD 88     -      1771.056  (meters)    5810.54   (feet)  ADJUSTED  
 GL1121  ___________________________________________________________________
 GL1121  LAPLACE CORR-          -7.70  (seconds)                    DEFLEC99
 GL1121  GEOID HEIGHT-         -20.37  (meters)                     GEOID03
 GL1121  DYNAMIC HT  -        1768.923 (meters)    5803.54  (feet)  COMP
 GL1121  MODELED GRAV-     979,364.1   (mgal)                       NAVD 88
 GL1121
 GL1121  HORZ ORDER  -  THIRD
 GL1121  VERT ORDER  -  SECOND    CLASS 0
 GL1121
 GL1121.The horizontal coordinates were established by classical geodetic methods
 GL1121.and adjusted by the National Geodetic Survey in December 1993..
 GL1121.No horizontal observational check was made to the station.
 GL1121
 GL1121.The orthometric height was determined by differential leveling
 GL1121.and adjusted by the National Geodetic Survey in June 1991..
 GL1121
 GL1121.The Laplace correction was computed from DEFLEC99 derived deflections.
 GL1121
 GL1121.The geoid height was determined by GEOID03.
 GL1121
 GL1121.The dynamic height is computed by dividing the NAVD 88
 GL1121.geopotential number by the normal gravity value computed on the
 GL1121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL1121.degrees latitude (g = 980.6199 gals.).
 GL1121
 GL1121.The modeled gravity was interpolated from observed gravity values.
 GL1121
 GL1121;                    North         East     Units Scale Factor Converg.
 GL1121;SPC NM E     -   638,181.459   235,997.570   MT  0.99997117   +0 28 32.8
 GL1121;SPC NM E     - 2,093,767.00    774,268.69   sFT  0.99997117   +0 28 32.8
 GL1121;UTM  13      - 4,068,287.547   630,488.983   MT  0.99980977   +0 52 29.2
 GL1121
 GL1121!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GL1121!SPC NM E     -   0.99972533  x   0.99997117  =   0.99969651
 GL1121!UTM  13      -   0.99972533  x   0.99980977  =   0.99953515
 GL1121
 GL1121                          SUPERSEDED SURVEY CONTROL
 GL1121
 GL1121  NAD 83(1992)-  36 45 04.93479(N)    103 32 17.62000(W) AD(       ) 3
 GL1121  NAD 83(1986)-  36 45 04.93443(N)    103 32 17.61979(W) AD(       ) 3
 GL1121  NAD 27      -  36 45 04.85360(N)    103 32 15.78780(W) AD(       ) 3
 GL1121  NGVD 29 (??/??/92) 1770.197  (m)         5807.72   (f) ADJ UNCH    2 0
 GL1121
 GL1121.Superseded values are not recommended for survey control.
 GL1121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1121.See file dsdata.txt to determine how the superseded data were derived.
 GL1121
 GL1121_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA3048968288(NAD 83)
 GL1121_MARKER: DB = BENCH MARK DISK
 GL1121_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL1121_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL1121_STAMPING: J 267 1955
 GL1121_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL1121+STABILITY: SURFACE MOTION
 GL1121
 GL1121  HISTORY     - Date     Condition        Report By
 GL1121  HISTORY     - 1955     MONUMENTED       CGS
 GL1121  HISTORY     - 1960     GOOD             CGS
 GL1121
 GL1121                          STATION DESCRIPTION
 GL1121
 GL1121'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GL1121'21.4 MI NE FROM GRENVILLE.
 GL1121'4.8 MILES NORTHWEST ALONG THE COLORADO AND SOUTHERN RAILROAD FROM THE
 GL1121'STATION AT GRENVILLE, THENCE 7.8 MILES NORTH ALONG A GRADED DIRT ROAD,
 GL1121'THENCE 8.8 MILES EAST ALONG A GRADED DIRT ROAD, AT THE TOP OF A HILL,
 GL1121'ON THE OUTSIDE OF A CURVE IN THE ROAD, 111 FEET SOUTHEAST OF THE
 GL1121'CENTER LINE OF A ROAD, 2.3 FEET SOUTHWEST OF A WITNESS POST, SET IN
 GL1121'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
 GL1121
 GL1121                          STATION RECOVERY (1960)
 GL1121
 GL1121'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HWK)
 GL1121'THE STATION IS APPROXIMATELY 16-1/2 MILES EAST OF DES MOINES,
 GL1121'12.0 MILES NORTHEAST OF GRENVILLE, 1-1/2 MILES EAST OF THE SMITH
 GL1121'RANCH HEADQUARTERS, IN THE NORTHEAST QUARTER OF SECTION 16,
 GL1121'T-29-N, R-31-E, ON PROPERTY OWNED BY MR. FERO L. SMITH.
 GL1121'
 GL1121'THE MARK IS A STANDARD U.S. COAST AND GEODETIC SURVEY BENCH MARK
 GL1121'DISK STAMPED J 267 1955, SET IN A ROUND CONCRETE POST WHICH
 GL1121'PROJECTS 8 INCHES.  IT IS 118 FEET EAST OF THE CENTER OF A GRAVEL
 GL1121'ROAD AND 2.6 FEET SOUTH OF A WOOD WITNESS POST.
 GL1121'
 GL1121'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION MITH,
 GL1121'THE DISTANCE BEING 5.291 METERS (17.36 FEET) EAST OF STATION MITH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0405 ***********************************************************************
 GL0405  DESIGNATION -  J 268
 GL0405  PID         -  GL0405
 GL0405  STATE/COUNTY-  NM/UNION
 GL0405  USGS QUAD   -  BOILER GAP (1972)
 GL0405
 GL0405                         *CURRENT SURVEY CONTROL
 GL0405  ___________________________________________________________________
 GL0405* NAD 83(1986)-  36 39 23.     (N)    103 24 56.     (W)     SCALED    
 GL0405* NAVD 88     -      1700.038  (meters)    5577.54   (feet)  ADJUSTED  
 GL0405  ___________________________________________________________________
 GL0405  GEOID HEIGHT-         -20.90  (meters)                     GEOID03
 GL0405  DYNAMIC HT  -        1698.009 (meters)    5570.88  (feet)  COMP
 GL0405  MODELED GRAV-     979,377.6   (mgal)                       NAVD 88
 GL0405
 GL0405  VERT ORDER  -  SECOND    CLASS 0
 GL0405
 GL0405.The horizontal coordinates were scaled from a topographic map and have
 GL0405.an estimated accuracy of +/- 6 seconds.
 GL0405
 GL0405.The orthometric height was determined by differential leveling
 GL0405.and adjusted by the National Geodetic Survey in June 1991..
 GL0405
 GL0405.The geoid height was determined by GEOID03.
 GL0405
 GL0405.The dynamic height is computed by dividing the NAVD 88
 GL0405.geopotential number by the normal gravity value computed on the
 GL0405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0405.degrees latitude (g = 980.6199 gals.).
 GL0405
 GL0405.The modeled gravity was interpolated from observed gravity values.
 GL0405
 GL0405;                    North         East    Units  Estimated Accuracy
 GL0405;SPC NM E     -   627,740.      247,050.      MT  (+/- 180 meters Scaled)
 GL0405
 GL0405                          SUPERSEDED SURVEY CONTROL
 GL0405
 GL0405  NGVD 29 (??/??/92) 1699.234  (m)         5574.90   (f) ADJ UNCH    2 0
 GL0405
 GL0405.Superseded values are not recommended for survey control.
 GL0405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0405.See file dsdata.txt to determine how the superseded data were derived.
 GL0405
 GL0405_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA416579(NAD 83)
 GL0405_MARKER: DB = BENCH MARK DISK
 GL0405_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0405_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0405_STAMPING: J 268 1955
 GL0405_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0405+STABILITY: SURFACE MOTION
 GL0405
 GL0405  HISTORY     - Date     Condition        Report By
 GL0405  HISTORY     - 1955     MONUMENTED       CGS
 GL0405
 GL0405                          STATION DESCRIPTION
 GL0405
 GL0405'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GL0405'13.4 MI NE FROM MOUNT DORA.
 GL0405'0.1 MILE NORTHWEST ALONG THE COLORADO AND SOUTHERN RAILROAD FROM THE
 GL0405'WATER TANK AT MOUNT DORA, THENCE 9.3 MILES NORTH ALONG A GRADED DIRT
 GL0405'ROAD, THENCE 1.0 MILE EAST ALONG A TRACK ROAD, THENCE 3.0 MILES EAST
 GL0405'ALONG A GRADED DIRT ROAD, 178 FEET WEST OF THE EXTENDED CENTER LINE OF
 GL0405'A GRADED DIRT ROAD LEADING NORTH, 69 FEET SOUTH OF THE CENTER LINE OF
 GL0405'AN EAST AND WEST ROAD, 51 FEET NORTHWEST OF THE NORTHWEST CORNER OF A
 GL0405'VACANT STUCCO SCHOOLHOUSE, 40 FEET SOUTH OF A FENCE, 1.8 FEET EAST OF
 GL0405'A FENCE, 2 FEET SOUTH OF A WITNESS POST, ON THE WEST SIDE OF A SCHOOL
 GL0405'YARD, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.7 FOOT ABOVE
 GL0405'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1214 ***********************************************************************
 GL1214  DESIGNATION -  J 269
 GL1214  PID         -  GL1214
 GL1214  STATE/COUNTY-  NM/UNION
 GL1214  USGS QUAD   -  FIDDLER SPRINGS (1972)
 GL1214
 GL1214                         *CURRENT SURVEY CONTROL
 GL1214  ___________________________________________________________________
 GL1214* NAD 83(1986)-  36 50 39.     (N)    103 34 27.     (W)     SCALED    
 GL1214* NAVD 88     -      1823.594  (meters)    5982.91   (feet)  ADJUSTED  
 GL1214  ___________________________________________________________________
 GL1214  GEOID HEIGHT-         -20.25  (meters)                     GEOID03
 GL1214  DYNAMIC HT  -        1821.398 (meters)    5975.70  (feet)  COMP
 GL1214  MODELED GRAV-     979,361.8   (mgal)                       NAVD 88
 GL1214
 GL1214  VERT ORDER  -  SECOND    CLASS 0
 GL1214
 GL1214.The horizontal coordinates were scaled from a topographic map and have
 GL1214.an estimated accuracy of +/- 6 seconds.
 GL1214
 GL1214.The orthometric height was determined by differential leveling
 GL1214.and adjusted by the National Geodetic Survey in June 1991..
 GL1214
 GL1214.The geoid height was determined by GEOID03.
 GL1214
 GL1214.The dynamic height is computed by dividing the NAVD 88
 GL1214.geopotential number by the normal gravity value computed on the
 GL1214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL1214.degrees latitude (g = 980.6199 gals.).
 GL1214
 GL1214.The modeled gravity was interpolated from observed gravity values.
 GL1214
 GL1214;                    North         East    Units  Estimated Accuracy
 GL1214;SPC NM E     -   648,450.      232,710.      MT  (+/- 180 meters Scaled)
 GL1214
 GL1214                          SUPERSEDED SURVEY CONTROL
 GL1214
 GL1214  NGVD 29 (??/??/92) 1822.705  (m)         5979.99   (f) ADJ UNCH    2 0
 GL1214
 GL1214.Superseded values are not recommended for survey control.
 GL1214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1214.See file dsdata.txt to determine how the superseded data were derived.
 GL1214
 GL1214_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA271785(NAD 83)
 GL1214_MARKER: DB = BENCH MARK DISK
 GL1214_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL1214_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL1214_STAMPING: J 269 1955
 GL1214_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL1214+STABILITY: SURFACE MOTION
 GL1214
 GL1214  HISTORY     - Date     Condition        Report By
 GL1214  HISTORY     - 1955     MONUMENTED       CGS
 GL1214
 GL1214                          STATION DESCRIPTION
 GL1214
 GL1214'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GL1214'46.45 MI NW FROM CLAYTON.
 GL1214'38.75 MILES NORTHWEST ALONG STATE ROAD 370 FROM ITS JUNCTION WITH U.S.
 GL1214'HIGHWAYS 64 AND 87 AT CLAYTON, THENCE 7.7 MILES WEST ALONG A GRADED
 GL1214'DIRT ROAD, AT A CURVE IN THE ROAD, 126 FEET NORTHWEST OF THE CENTER
 GL1214'LINE OF A ROAD, 61 FEET SOUTH OF A FENCE CORNER, 53 FEET SOUTH OF THE
 GL1214'CENTER OF A GATE, 2.6 FEET EAST OF A FENCE, 2.8 FEET SOUTH OF A
 GL1214'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6
 GL1214'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0149 ***********************************************************************
 FO0149  DESIGNATION -  J 27
 FO0149  PID         -  FO0149
 FO0149  STATE/COUNTY-  NM/SANDOVAL
 FO0149  USGS QUAD   -  SAN FELIPE PUEBLO (1990)
 FO0149
 FO0149                         *CURRENT SURVEY CONTROL
 FO0149  ___________________________________________________________________
 FO0149* NAD 83(1986)-  35 28 24.     (N)    106 23 43.     (W)     SCALED    
 FO0149* NAVD 88     -      1574.977  (meters)    5167.24   (feet)  ADJUSTED  
 FO0149  ___________________________________________________________________
 FO0149  GEOID HEIGHT-         -20.64  (meters)                     GEOID03
 FO0149  DYNAMIC HT  -        1572.835 (meters)    5160.21  (feet)  COMP
 FO0149  MODELED GRAV-     979,219.5   (mgal)                       NAVD 88
 FO0149
 FO0149  VERT ORDER  -  FIRST     CLASS II
 FO0149
 FO0149.The horizontal coordinates were scaled from a topographic map and have
 FO0149.an estimated accuracy of +/- 6 seconds.
 FO0149
 FO0149.The orthometric height was determined by differential leveling
 FO0149.and adjusted by the National Geodetic Survey in June 1991..
 FO0149.WARNING-Repeat measurements at this control monument indicate possible
 FO0149.vertical movement.
 FO0149
 FO0149.The geoid height was determined by GEOID03.
 FO0149
 FO0149.The dynamic height is computed by dividing the NAVD 88
 FO0149.geopotential number by the normal gravity value computed on the
 FO0149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0149.degrees latitude (g = 980.6199 gals.).
 FO0149
 FO0149.The modeled gravity was interpolated from observed gravity values.
 FO0149
 FO0149;                    North         East    Units  Estimated Accuracy
 FO0149;SPC NM C     -   496,090.      486,820.      MT  (+/- 180 meters Scaled)
 FO0149
 FO0149                          SUPERSEDED SURVEY CONTROL
 FO0149
 FO0149  NGVD 29 (??/??/92) 1574.116  (m)         5164.41   (f) ADJ UNCH    1 2
 FO0149
 FO0149.Superseded values are not recommended for survey control.
 FO0149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0149.See file dsdata.txt to determine how the superseded data were derived.
 FO0149
 FO0149_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV734264(NAD 83)
 FO0149_MARKER: DB = BENCH MARK DISK
 FO0149_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FO0149_STAMPING: J 27 1933 5164.412
 FO0149_MARK LOGO: CGS   
 FO0149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO0149+STABILITY: SURFACE MOTION
 FO0149
 FO0149  HISTORY     - Date     Condition        Report By
 FO0149  HISTORY     - 1933     MONUMENTED       CGS
 FO0149  HISTORY     - 1951     GOOD             NGS
 FO0149  HISTORY     - 1984     GOOD             NGS
 FO0149
 FO0149                          STATION DESCRIPTION
 FO0149
 FO0149'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 FO0149'5.7 MI SW FROM DOMINGO.
 FO0149'5.7 MILES SOUTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 FO0149'FROM THE STATION AT DOMINGO, 150 FEET SOUTHWEST OF THE CENTER OF A
 FO0149'GRAVELED ROAD CROSSING, 111 FEET NORTH OF MILEPOST 871, 8.5 FEET WEST
 FO0149'OF THE WEST RAIL, SET IN THE TOP OF THE NORTH END OF THE WEST CONCRETE
 FO0149'HEADWALL OF CULVERT 870 G.
 FO0149
 FO0149                          STATION RECOVERY (1984)
 FO0149
 FO0149'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FO0149'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  9.4 KM
 FO0149'(5.85 MI) SOUTHWEST ALONG THE ATCHISON TOPEKA AND SANTA FE RAILROAD
 FO0149'FROM THE SANTO DOMINGO INDIAN TRADING POST IN DOMINGO, DELETE=111 FEET
 FO0149'NORTH OF MILEPOST 871.  ADD=20.6 M (67.6 FT) NORTH OF MILEPOST 871.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0432 ***********************************************************************
 GL0432  DESIGNATION -  J 270
 GL0432  PID         -  GL0432
 GL0432  STATE/COUNTY-  NM/UNION
 GL0432  USGS QUAD   -  BIBLE TOP BUTTE (1972)
 GL0432
 GL0432                         *CURRENT SURVEY CONTROL
 GL0432  ___________________________________________________________________
 GL0432* NAD 83(1986)-  36 31 43.     (N)    103 16 12.     (W)     SCALED    
 GL0432* NAVD 88     -      1661.255  (meters)    5450.30   (feet)  ADJUSTED  
 GL0432  ___________________________________________________________________
 GL0432  GEOID HEIGHT-         -21.58  (meters)                     GEOID03
 GL0432  DYNAMIC HT  -        1659.296 (meters)    5443.87  (feet)  COMP
 GL0432  MODELED GRAV-     979,392.7   (mgal)                       NAVD 88
 GL0432
 GL0432  VERT ORDER  -  SECOND    CLASS 0
 GL0432
 GL0432.The horizontal coordinates were scaled from a topographic map and have
 GL0432.an estimated accuracy of +/- 6 seconds.
 GL0432
 GL0432.The orthometric height was determined by differential leveling
 GL0432.and adjusted by the National Geodetic Survey in June 1991..
 GL0432
 GL0432.The geoid height was determined by GEOID03.
 GL0432
 GL0432.The dynamic height is computed by dividing the NAVD 88
 GL0432.geopotential number by the normal gravity value computed on the
 GL0432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0432.degrees latitude (g = 980.6199 gals.).
 GL0432
 GL0432.The modeled gravity was interpolated from observed gravity values.
 GL0432
 GL0432;                    North         East    Units  Estimated Accuracy
 GL0432;SPC NM E     -   613,700.      260,220.      MT  (+/- 180 meters Scaled)
 GL0432
 GL0432                          SUPERSEDED SURVEY CONTROL
 GL0432
 GL0432  NGVD 29 (??/??/92) 1660.510  (m)         5447.86   (f) ADJ UNCH    2 0
 GL0432
 GL0432.Superseded values are not recommended for survey control.
 GL0432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0432.See file dsdata.txt to determine how the superseded data were derived.
 GL0432
 GL0432_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA548439(NAD 83)
 GL0432_MARKER: DB = BENCH MARK DISK
 GL0432_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0432_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0432_STAMPING: J 270 1955
 GL0432_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0432+STABILITY: SURFACE MOTION
 GL0432
 GL0432  HISTORY     - Date     Condition        Report By
 GL0432  HISTORY     - 1955     MONUMENTED       CGS
 GL0432
 GL0432                          STATION DESCRIPTION
 GL0432
 GL0432'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GL0432'7.5 MI NW FROM CLAYTON.
 GL0432'7.5 MILES NORTHWEST ALONG STATE ROAD 370 FROM ITS JUNCTION WITH U.S.
 GL0432'HIGHWAYS 64 AND 87 AT CLAYTON, 0.3 MILE SOUTH OF A WINDMILL, 29 FEET
 GL0432'EAST OF THE CENTER LINE OF THE ROAD, 1.8 FEET WEST OF A FENCE, 2.2
 GL0432'FEET SOUTH OF A WITNESS POST, 0.3 MILE SOUTH OF A FENCE LEADING EAST,
 GL0432'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE
 GL0432'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0534 ***********************************************************************
 GL0534  DESIGNATION -  J 271
 GL0534  PID         -  GL0534
 GL0534  STATE/COUNTY-  NM/UNION
 GL0534  USGS QUAD   -  GUY (1972)
 GL0534
 GL0534                         *CURRENT SURVEY CONTROL
 GL0534  ___________________________________________________________________
 GL0534* NAD 83(1986)-  36 48 54.     (N)    103 25 56.     (W)     SCALED    
 GL0534* NAVD 88     -      1674.834  (meters)    5494.85   (feet)  ADJUSTED  
 GL0534  ___________________________________________________________________
 GL0534  GEOID HEIGHT-         -20.83  (meters)                     GEOID03
 GL0534  DYNAMIC HT  -        1672.848 (meters)    5488.34  (feet)  COMP
 GL0534  MODELED GRAV-     979,386.0   (mgal)                       NAVD 88
 GL0534
 GL0534  VERT ORDER  -  SECOND    CLASS 0
 GL0534
 GL0534.The horizontal coordinates were scaled from a topographic map and have
 GL0534.an estimated accuracy of +/- 6 seconds.
 GL0534
 GL0534.The orthometric height was determined by differential leveling
 GL0534.and adjusted by the National Geodetic Survey in June 1991..
 GL0534
 GL0534.The geoid height was determined by GEOID03.
 GL0534
 GL0534.The dynamic height is computed by dividing the NAVD 88
 GL0534.geopotential number by the normal gravity value computed on the
 GL0534.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0534.degrees latitude (g = 980.6199 gals.).
 GL0534
 GL0534.The modeled gravity was interpolated from observed gravity values.
 GL0534
 GL0534;                    North         East    Units  Estimated Accuracy
 GL0534;SPC NM E     -   645,330.      245,400.      MT  (+/- 180 meters Scaled)
 GL0534
 GL0534                          SUPERSEDED SURVEY CONTROL
 GL0534
 GL0534  NGVD 29 (??/??/92) 1673.993  (m)         5492.09   (f) ADJ UNCH    2 0
 GL0534
 GL0534.Superseded values are not recommended for survey control.
 GL0534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0534.See file dsdata.txt to determine how the superseded data were derived.
 GL0534
 GL0534_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA398754(NAD 83)
 GL0534_MARKER: DB = BENCH MARK DISK
 GL0534_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0534_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0534_STAMPING: J 271 1955
 GL0534_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0534+STABILITY: SURFACE MOTION
 GL0534
 GL0534  HISTORY     - Date     Condition        Report By
 GL0534  HISTORY     - 1955     MONUMENTED       CGS
 GL0534
 GL0534                          STATION DESCRIPTION
 GL0534
 GL0534'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GL0534'36.8 MI NW FROM CLAYTON.
 GL0534'36.8 MILES NORTHWEST ALONG STATE HIGHWAY 370 FROM ITS JUNCTION WITH U.
 GL0534'S. HIGHWAYS 64 AND 87 AT CLAYTON, 244 FEET NORTH OF THE NORTHEAST
 GL0534'CORNER OF A STONE BUILDING AT A RANCH, 109 FEET EAST OF THE CENTER
 GL0534'LINE OF THE ROAD, 213 FEET SOUTHEAST OF A POWER POLE, 1.4 FEET
 GL0534'SOUTHWEST OF A FENCE, 2 FEET NORTHWEST OF A WITNESS POST, SET IN THE
 GL0534'TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0494 ***********************************************************************
 GL0494  DESIGNATION -  J 272
 GL0494  PID         -  GL0494
 GL0494  STATE/COUNTY-  NM/UNION
 GL0494  USGS QUAD   -  CUATES SCHOOL (1972)
 GL0494
 GL0494                         *CURRENT SURVEY CONTROL
 GL0494  ___________________________________________________________________
 GL0494* NAD 83(1986)-  36 46 16.     (N)    103 20 32.     (W)     SCALED    
 GL0494* NAVD 88     -      1648.696  (meters)    5409.10   (feet)  ADJUSTED  
 GL0494  ___________________________________________________________________
 GL0494  GEOID HEIGHT-         -21.19  (meters)                     GEOID03
 GL0494  DYNAMIC HT  -        1646.751 (meters)    5402.72  (feet)  COMP
 GL0494  MODELED GRAV-     979,393.1   (mgal)                       NAVD 88
 GL0494
 GL0494  VERT ORDER  -  SECOND    CLASS 0
 GL0494
 GL0494.The horizontal coordinates were scaled from a topographic map and have
 GL0494.an estimated accuracy of +/- 6 seconds.
 GL0494
 GL0494.The orthometric height was determined by differential leveling
 GL0494.and adjusted by the National Geodetic Survey in June 1991..
 GL0494
 GL0494.The geoid height was determined by GEOID03.
 GL0494
 GL0494.The dynamic height is computed by dividing the NAVD 88
 GL0494.geopotential number by the normal gravity value computed on the
 GL0494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0494.degrees latitude (g = 980.6199 gals.).
 GL0494
 GL0494.The modeled gravity was interpolated from observed gravity values.
 GL0494
 GL0494;                    North         East    Units  Estimated Accuracy
 GL0494;SPC NM E     -   640,540.      253,480.      MT  (+/- 180 meters Scaled)
 GL0494
 GL0494                          SUPERSEDED SURVEY CONTROL
 GL0494
 GL0494  NGVD 29 (??/??/92) 1647.893  (m)         5406.46   (f) ADJ UNCH    2 0
 GL0494
 GL0494.Superseded values are not recommended for survey control.
 GL0494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0494.See file dsdata.txt to determine how the superseded data were derived.
 GL0494
 GL0494_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA479707(NAD 83)
 GL0494_MARKER: DB = BENCH MARK DISK
 GL0494_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0494_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0494_STAMPING: J 272 1955
 GL0494_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0494+STABILITY: SURFACE MOTION
 GL0494
 GL0494  HISTORY     - Date     Condition        Report By
 GL0494  HISTORY     - 1955     MONUMENTED       CGS
 GL0494
 GL0494                          STATION DESCRIPTION
 GL0494
 GL0494'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GL0494'28.85 MI NW FROM CLAYTON.
 GL0494'28.85 MILES NORTHWEST ALONG STATE ROAD 370 FROM ITS JUNCTION WITH U.S.
 GL0494'HIGHWAYS 64 AND 87 AT CLAYTON, AT A CURVE IN THE ROAD, 100 FEET
 GL0494'SOUTHWEST OF THE CENTER LINE OF THE STATE ROAD, 85 FEET NORTH OF A
 GL0494'FENCE, 53.5 FEET EAST OF A FENCE, 21 FEET SOUTHWEST OF A POWER POLE,
 GL0494'2.5 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 GL0494'WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0538 ***********************************************************************
 GL0538  DESIGNATION -  J 273
 GL0538  PID         -  GL0538
 GL0538  STATE/COUNTY-  NM/UNION
 GL0538  USGS QUAD   -  MOSES (1972)
 GL0538
 GL0538                         *CURRENT SURVEY CONTROL
 GL0538  ___________________________________________________________________
 GL0538* NAD 83(1986)-  36 43 41.     (N)    103 02 02.     (W)     SCALED    
 GL0538* NAVD 88     -      1494.486  (meters)    4903.16   (feet)  ADJUSTED  
 GL0538  ___________________________________________________________________
 GL0538  GEOID HEIGHT-         -22.33  (meters)                     GEOID03
 GL0538  DYNAMIC HT  -        1492.773 (meters)    4897.54  (feet)  COMP
 GL0538  MODELED GRAV-     979,432.7   (mgal)                       NAVD 88
 GL0538
 GL0538  VERT ORDER  -  SECOND    CLASS 0
 GL0538
 GL0538.The horizontal coordinates were scaled from a topographic map and have
 GL0538.an estimated accuracy of +/- 6 seconds.
 GL0538
 GL0538.The orthometric height was determined by differential leveling
 GL0538.and adjusted by the National Geodetic Survey in June 1991..
 GL0538
 GL0538.The geoid height was determined by GEOID03.
 GL0538
 GL0538.The dynamic height is computed by dividing the NAVD 88
 GL0538.geopotential number by the normal gravity value computed on the
 GL0538.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0538.degrees latitude (g = 980.6199 gals.).
 GL0538
 GL0538.The modeled gravity was interpolated from observed gravity values.
 GL0538
 GL0538;                    North         East    Units  Estimated Accuracy
 GL0538;SPC NM E     -   636,090.      281,070.      MT  (+/- 180 meters Scaled)
 GL0538
 GL0538                          SUPERSEDED SURVEY CONTROL
 GL0538
 GL0538  NGVD 29 (??/??/92) 1493.785  (m)         4900.86   (f) ADJ UNCH    2 0
 GL0538
 GL0538.Superseded values are not recommended for survey control.
 GL0538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0538.See file dsdata.txt to determine how the superseded data were derived.
 GL0538
 GL0538_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA755665(NAD 83)
 GL0538_MARKER: DB = BENCH MARK DISK
 GL0538_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0538_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0538_STAMPING: J 273 1955
 GL0538_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0538+STABILITY: SURFACE MOTION
 GL0538
 GL0538  HISTORY     - Date     Condition        Report By
 GL0538  HISTORY     - 1955     MONUMENTED       CGS
 GL0538
 GL0538                          STATION DESCRIPTION
 GL0538
 GL0538'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GL0538'11.2 MI NE FROM SENECA.
 GL0538'11.2 MILES NORTHEAST ALONG STATE HIGHWAY 18 FROM THE POST OFFICE AT
 GL0538'SENECA, 0.15 MILE NORTHEAST OF A CURVE IN THE HIGHWAY, 170 YARDS
 GL0538'SOUTHEAST OF A FENCE, 123 FEET NORTHWEST OF THE CENTER LINE OF THE
 GL0538'HIGHWAY, 51 FEET SOUTH OF A POWER POLE, IN LINE WITH A ROW OF POWER
 GL0538'POLES, 3 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 GL0538'POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0415 ***********************************************************************
 GL0415  DESIGNATION -  J 274
 GL0415  PID         -  GL0415
 GL0415  STATE/COUNTY-  NM/UNION
 GL0415  USGS QUAD   -  SENECA (1972)
 GL0415
 GL0415                         *CURRENT SURVEY CONTROL
 GL0415  ___________________________________________________________________
 GL0415* NAD 83(1986)-  36 39 19.     (N)    103 14 29.     (W)     SCALED    
 GL0415* NAVD 88     -      1608.520  (meters)    5277.29   (feet)  ADJUSTED  
 GL0415  ___________________________________________________________________
 GL0415  GEOID HEIGHT-         -21.58  (meters)                     GEOID03
 GL0415  DYNAMIC HT  -        1606.651 (meters)    5271.15  (feet)  COMP
 GL0415  MODELED GRAV-     979,412.2   (mgal)                       NAVD 88
 GL0415
 GL0415  VERT ORDER  -  SECOND    CLASS 0
 GL0415
 GL0415.The horizontal coordinates were scaled from a topographic map and have
 GL0415.an estimated accuracy of +/- 6 seconds.
 GL0415
 GL0415.The orthometric height was determined by differential leveling
 GL0415.and adjusted by the National Geodetic Survey in June 1991..
 GL0415
 GL0415.The geoid height was determined by GEOID03.
 GL0415
 GL0415.The dynamic height is computed by dividing the NAVD 88
 GL0415.geopotential number by the normal gravity value computed on the
 GL0415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0415.degrees latitude (g = 980.6199 gals.).
 GL0415
 GL0415.The modeled gravity was interpolated from observed gravity values.
 GL0415
 GL0415;                    North         East    Units  Estimated Accuracy
 GL0415;SPC NM E     -   627,780.      262,630.      MT  (+/- 180 meters Scaled)
 GL0415
 GL0415                          SUPERSEDED SURVEY CONTROL
 GL0415
 GL0415  NGVD 29 (??/??/92) 1607.786  (m)         5274.88   (f) ADJ UNCH    2 0
 GL0415
 GL0415.Superseded values are not recommended for survey control.
 GL0415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0415.See file dsdata.txt to determine how the superseded data were derived.
 GL0415
 GL0415_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA571580(NAD 83)
 GL0415_MARKER: DB = BENCH MARK DISK
 GL0415_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0415_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0415_STAMPING: J 274 1955
 GL0415_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0415+STABILITY: SURFACE MOTION
 GL0415
 GL0415  HISTORY     - Date     Condition        Report By
 GL0415  HISTORY     - 1955     MONUMENTED       CGS
 GL0415
 GL0415                          STATION DESCRIPTION
 GL0415
 GL0415'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GL0415'8.25 MI W FROM SENECA.
 GL0415'0.85 MILE NORTH ALONG STATE HIGHWAY 18 FROM THE POST OFFICE AT SENECA,
 GL0415'THENCE 3.05 MILES WEST ALONG A GRADED DIRT ROAD, THENCE 1.0 MILE NORTH
 GL0415'ALONG A GRADED DIRT ROAD, THENCE 3.35 MILES WEST ALONG A GRADED DIRT
 GL0415'ROAD, ON TOP OF A HILL, 122 YARDS WEST OF A FENCE LEADING NORTH, 39
 GL0415'FEET NORTH OF THE CENTER LINE OF A ROAD, 39.5 FEET EAST OF A POWER
 GL0415'POLE, IN LINE WITH A ROW OF POWER POLES, 11.5 FEET NORTH OF A FENCE, 2
 GL0415'FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 GL0415'PROJECTS 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0886 ***********************************************************************
 GL0886  DESIGNATION -  J 275
 GL0886  PID         -  GL0886
 GL0886  STATE/COUNTY-  NM/UNION
 GL0886  USGS QUAD   -  TRIPOD MOUNTAIN (1973)
 GL0886
 GL0886                         *CURRENT SURVEY CONTROL
 GL0886  ___________________________________________________________________
 GL0886* NAD 83(1986)-  36 29 20.     (N)    103 38 56.     (W)     SCALED    
 GL0886* NAVD 88     -      1827.846  (meters)    5996.86   (feet)  ADJUSTED  
 GL0886  ___________________________________________________________________
 GL0886  GEOID HEIGHT-         -19.97  (meters)                     GEOID03
 GL0886  DYNAMIC HT  -        1825.612 (meters)    5989.53  (feet)  COMP
 GL0886  MODELED GRAV-     979,343.7   (mgal)                       NAVD 88
 GL0886
 GL0886  VERT ORDER  -  SECOND    CLASS 0
 GL0886
 GL0886.The horizontal coordinates were scaled from a topographic map and have
 GL0886.an estimated accuracy of +/- 6 seconds.
 GL0886
 GL0886.The orthometric height was determined by differential leveling
 GL0886.and adjusted by the National Geodetic Survey in June 1991..
 GL0886
 GL0886.The geoid height was determined by GEOID03.
 GL0886
 GL0886.The dynamic height is computed by dividing the NAVD 88
 GL0886.geopotential number by the normal gravity value computed on the
 GL0886.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0886.degrees latitude (g = 980.6199 gals.).
 GL0886
 GL0886.The modeled gravity was interpolated from observed gravity values.
 GL0886
 GL0886;                    North         East    Units  Estimated Accuracy
 GL0886;SPC NM E     -   608,980.      226,320.      MT  (+/- 180 meters Scaled)
 GL0886
 GL0886                          SUPERSEDED SURVEY CONTROL
 GL0886
 GL0886  NGVD 29 (??/??/92) 1827.001  (m)         5994.09   (f) ADJ UNCH    2 0
 GL0886
 GL0886.Superseded values are not recommended for survey control.
 GL0886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0886.See file dsdata.txt to determine how the superseded data were derived.
 GL0886
 GL0886_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA210390(NAD 83)
 GL0886_MARKER: DB = BENCH MARK DISK
 GL0886_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0886_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0886_STAMPING: J 275 1955
 GL0886_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0886+STABILITY: SURFACE MOTION
 GL0886
 GL0886  HISTORY     - Date     Condition        Report By
 GL0886  HISTORY     - 1955     MONUMENTED       CGS
 GL0886  HISTORY     - 1970     GOOD             AMS
 GL0886
 GL0886                          STATION DESCRIPTION
 GL0886
 GL0886'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GL0886'9.0 MI S FROM GRENVILLE.
 GL0886'0.25 MILE WEST ALONG A GRAVELED ROAD FROM THE COLORADO AND SOUTHERN
 GL0886'RAILROAD STATION AT GRENVILLE, THENCE 8.75 MILES SOUTH ALONG STATE
 GL0886'ROAD 120, 0.5 MILE WEST OF A LAKE, 105 FEET WEST OF THE CENTER LINE OF
 GL0886'THE STATE ROAD, 62 FEET WEST OF A FENCE, 2.2 FEET NORTH OF A FENCE, 2
 GL0886'FEET EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 GL0886'PROJECTS 0.6 FOOT ABOVE THE GROUND.
 GL0886
 GL0886                          STATION RECOVERY (1970)
 GL0886
 GL0886'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1970
 GL0886'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0720 ***********************************************************************
 FM0720  DESIGNATION -  J 276
 FM0720  PID         -  FM0720
 FM0720  STATE/COUNTY-  NM/HARDING
 FM0720  USGS QUAD   -  BUEYEROS (1973)
 FM0720
 FM0720                         *CURRENT SURVEY CONTROL
 FM0720  ___________________________________________________________________
 FM0720* NAD 83(1986)-  35 55 20.     (N)    103 41 44.     (W)     SCALED    
 FM0720* NAVD 88     -      1384.995  (meters)    4543.94   (feet)  ADJUSTED  
 FM0720  ___________________________________________________________________
 FM0720  GEOID HEIGHT-         -20.97  (meters)                     GEOID03
 FM0720  DYNAMIC HT  -        1383.350 (meters)    4538.54  (feet)  COMP
 FM0720  MODELED GRAV-     979,396.0   (mgal)                       NAVD 88
 FM0720
 FM0720  VERT ORDER  -  SECOND    CLASS 0
 FM0720
 FM0720.The horizontal coordinates were scaled from a topographic map and have
 FM0720.an estimated accuracy of +/- 6 seconds.
 FM0720
 FM0720.The orthometric height was determined by differential leveling
 FM0720.and adjusted by the National Geodetic Survey in June 1991..
 FM0720
 FM0720.The geoid height was determined by GEOID03.
 FM0720
 FM0720.The dynamic height is computed by dividing the NAVD 88
 FM0720.geopotential number by the normal gravity value computed on the
 FM0720.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0720.degrees latitude (g = 980.6199 gals.).
 FM0720
 FM0720.The modeled gravity was interpolated from observed gravity values.
 FM0720
 FM0720;                    North         East    Units  Estimated Accuracy
 FM0720;SPC NM E     -   546,080.      222,560.      MT  (+/- 180 meters Scaled)
 FM0720
 FM0720                          SUPERSEDED SURVEY CONTROL
 FM0720
 FM0720  NGVD 29 (??/??/92) 1384.341  (m)         4541.79   (f) ADJ UNCH    2 0
 FM0720
 FM0720.Superseded values are not recommended for survey control.
 FM0720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0720.See file dsdata.txt to determine how the superseded data were derived.
 FM0720
 FM0720_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFV176761(NAD 83)
 FM0720_MARKER: DB = BENCH MARK DISK
 FM0720_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0720_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0720_STAMPING: J 276 1955
 FM0720_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0720+STABILITY: SURFACE MOTION
 FM0720
 FM0720  HISTORY     - Date     Condition        Report By
 FM0720  HISTORY     - 1955     MONUMENTED       CGS
 FM0720
 FM0720                          STATION DESCRIPTION
 FM0720
 FM0720'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 FM0720'4.5 MI S FROM BUEYEROS.
 FM0720'0.5 MILE WEST ALONG STATE HIGHWAY 57 FROM THE POST OFFICE AT BUEYEROS,
 FM0720'THENCE 4.0 MILES SOUTH ALONG STATE HIGHWAY 171, 56 FEET EAST OF THE
 FM0720'CENTER LINE OF THE HIGHWAY, 2 FEET NORTH OF A WITNESS POST, SET IN THE
 FM0720'TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1026 ***********************************************************************
 GL1026  DESIGNATION -  J 277
 GL1026  PID         -  GL1026
 GL1026  STATE/COUNTY-  NM/UNION
 GL1026  USGS QUAD   -  MINNIE BUTTE (1973)
 GL1026
 GL1026                         *CURRENT SURVEY CONTROL
 GL1026  ___________________________________________________________________
 GL1026* NAD 83(1986)-  36 06 17.     (N)    103 32 14.     (W)     SCALED    
 GL1026* NAVD 88     -      1501.688  (meters)    4926.79   (feet)  ADJUSTED  
 GL1026  ___________________________________________________________________
 GL1026  GEOID HEIGHT-         -21.05  (meters)                     GEOID03
 GL1026  DYNAMIC HT  -        1499.895 (meters)    4920.91  (feet)  COMP
 GL1026  MODELED GRAV-     979,385.9   (mgal)                       NAVD 88
 GL1026
 GL1026  VERT ORDER  -  SECOND    CLASS 0
 GL1026
 GL1026.The horizontal coordinates were scaled from a topographic map and have
 GL1026.an estimated accuracy of +/- 6 seconds.
 GL1026
 GL1026.The orthometric height was determined by differential leveling
 GL1026.and adjusted by the National Geodetic Survey in June 1991..
 GL1026
 GL1026.The geoid height was determined by GEOID03.
 GL1026
 GL1026.The dynamic height is computed by dividing the NAVD 88
 GL1026.geopotential number by the normal gravity value computed on the
 GL1026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL1026.degrees latitude (g = 980.6199 gals.).
 GL1026
 GL1026.The modeled gravity was interpolated from observed gravity values.
 GL1026
 GL1026;                    North         East    Units  Estimated Accuracy
 GL1026;SPC NM E     -   566,430.      236,680.      MT  (+/- 180 meters Scaled)
 GL1026
 GL1026                          SUPERSEDED SURVEY CONTROL
 GL1026
 GL1026  NGVD 29 (??/??/92) 1500.991  (m)         4924.50   (f) ADJ UNCH    2 0
 GL1026
 GL1026.Superseded values are not recommended for survey control.
 GL1026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1026.See file dsdata.txt to determine how the superseded data were derived.
 GL1026
 GL1026_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFV316965(NAD 83)
 GL1026_MARKER: DB = BENCH MARK DISK
 GL1026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL1026_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL1026_STAMPING: J 277 1955
 GL1026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL1026+STABILITY: SURFACE MOTION
 GL1026
 GL1026  HISTORY     - Date     Condition        Report By
 GL1026  HISTORY     - 1955     MONUMENTED       CGS
 GL1026
 GL1026                          STATION DESCRIPTION
 GL1026
 GL1026'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GL1026'12.7 MI SW FROM CLAPHAM.
 GL1026'12.7 MILES SOUTHWEST ALONG A WINDING GRADED DIRT ROAD FROM THE SCHOOL
 GL1026'AT CLAPHAM, 0.1 MILE EAST OF A CATTLE GUARD, 36 FEET NORTH OF THE
 GL1026'CENTER LINE OF A ROAD, 8.4 FEET NORTH OF A POWER POLE, 2.2 FEET EAST
 GL1026'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 GL1026'0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0704 ***********************************************************************
 FM0704  DESIGNATION -  J 278
 FM0704  PID         -  FM0704
 FM0704  STATE/COUNTY-  NM/HARDING
 FM0704  USGS QUAD   -  ALBERT (1973)
 FM0704
 FM0704                         *CURRENT SURVEY CONTROL
 FM0704  ___________________________________________________________________
 FM0704* NAD 83(1986)-  35 59 56.     (N)    103 48 15.     (W)     SCALED    
 FM0704* NAVD 88     -      1639.856  (meters)    5380.09   (feet)  ADJUSTED  
 FM0704  ___________________________________________________________________
 FM0704  GEOID HEIGHT-         -20.38  (meters)                     GEOID03
 FM0704  DYNAMIC HT  -        1637.868 (meters)    5373.57  (feet)  COMP
 FM0704  MODELED GRAV-     979,361.4   (mgal)                       NAVD 88
 FM0704
 FM0704  VERT ORDER  -  SECOND    CLASS 0
 FM0704
 FM0704.The horizontal coordinates were scaled from a topographic map and have
 FM0704.an estimated accuracy of +/- 6 seconds.
 FM0704
 FM0704.The orthometric height was determined by differential leveling
 FM0704.and adjusted by the National Geodetic Survey in June 1991..
 FM0704
 FM0704.The geoid height was determined by GEOID03.
 FM0704
 FM0704.The dynamic height is computed by dividing the NAVD 88
 FM0704.geopotential number by the normal gravity value computed on the
 FM0704.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0704.degrees latitude (g = 980.6199 gals.).
 FM0704
 FM0704.The modeled gravity was interpolated from observed gravity values.
 FM0704
 FM0704;                    North         East    Units  Estimated Accuracy
 FM0704;SPC NM E     -   554,520.      212,710.      MT  (+/- 180 meters Scaled)
 FM0704
 FM0704                          SUPERSEDED SURVEY CONTROL
 FM0704
 FM0704  NGVD 29 (??/??/92) 1639.149  (m)         5377.77   (f) ADJ UNCH    2 0
 FM0704
 FM0704.Superseded values are not recommended for survey control.
 FM0704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0704.See file dsdata.txt to determine how the superseded data were derived.
 FM0704
 FM0704_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFV077844(NAD 83)
 FM0704_MARKER: DB = BENCH MARK DISK
 FM0704_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0704_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0704_STAMPING: J 278 1955
 FM0704_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0704+STABILITY: SURFACE MOTION
 FM0704
 FM0704  HISTORY     - Date     Condition        Report By
 FM0704  HISTORY     - 1955     MONUMENTED       CGS
 FM0704
 FM0704                          STATION DESCRIPTION
 FM0704
 FM0704'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 FM0704'9.8 MI NW FROM BUEYEROS.
 FM0704'9.8 MILES NORTHWEST ALONG STATE HIGHWAY 57 FROM THE POST OFFICE AT
 FM0704'BUEYEROS, 100 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 3 FEET
 FM0704'EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 FM0704'PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0795 ***********************************************************************
 GL0795  DESIGNATION -  J 279
 GL0795  PID         -  GL0795
 GL0795  STATE/COUNTY-  NM/UNION
 GL0795  USGS QUAD   -  PEDERNAL CREEK (1966)
 GL0795
 GL0795                         *CURRENT SURVEY CONTROL
 GL0795  ___________________________________________________________________
 GL0795* NAD 83(1986)-  36 06 28.     (N)    103 26 46.     (W)     SCALED    
 GL0795* NAVD 88     -      1455.016  (meters)    4773.66   (feet)  ADJUSTED  
 GL0795  ___________________________________________________________________
 GL0795  GEOID HEIGHT-         -21.41  (meters)                     GEOID03
 GL0795  DYNAMIC HT  -        1453.275 (meters)    4767.95  (feet)  COMP
 GL0795  MODELED GRAV-     979,385.0   (mgal)                       NAVD 88
 GL0795
 GL0795  VERT ORDER  -  SECOND    CLASS 0
 GL0795
 GL0795.The horizontal coordinates were scaled from a topographic map and have
 GL0795.an estimated accuracy of +/- 6 seconds.
 GL0795
 GL0795.The orthometric height was determined by differential leveling
 GL0795.and adjusted by the National Geodetic Survey in June 1991..
 GL0795
 GL0795.The geoid height was determined by GEOID03.
 GL0795
 GL0795.The dynamic height is computed by dividing the NAVD 88
 GL0795.geopotential number by the normal gravity value computed on the
 GL0795.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0795.degrees latitude (g = 980.6199 gals.).
 GL0795
 GL0795.The modeled gravity was interpolated from observed gravity values.
 GL0795
 GL0795;                    North         East    Units  Estimated Accuracy
 GL0795;SPC NM E     -   566,840.      244,880.      MT  (+/- 180 meters Scaled)
 GL0795
 GL0795                          SUPERSEDED SURVEY CONTROL
 GL0795
 GL0795  NGVD 29 (??/??/92) 1454.316  (m)         4771.37   (f) ADJ UNCH    2 0
 GL0795
 GL0795.Superseded values are not recommended for survey control.
 GL0795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0795.See file dsdata.txt to determine how the superseded data were derived.
 GL0795
 GL0795_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFV398970(NAD 83)
 GL0795_MARKER: DB = BENCH MARK DISK
 GL0795_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0795_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0795_STAMPING: J 279 1955
 GL0795_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0795+STABILITY: SURFACE MOTION
 GL0795
 GL0795  HISTORY     - Date     Condition        Report By
 GL0795  HISTORY     - 1955     MONUMENTED       CGS
 GL0795
 GL0795                          STATION DESCRIPTION
 GL0795
 GL0795'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GL0795'7.3 MI SW FROM CLAPHAM.
 GL0795'2.1 MILES SOUTHWEST ALONG A GRADED DIRT ROAD FROM THE SCHOOL AT
 GL0795'CLAPHAM, THENCE 1.6 MILES SOUTH ALONG A GRADED DIRT ROAD, THENCE 2.6
 GL0795'MILES SOUTHWEST ALONG A GRADED DIRT ROAD, THENCE 1.0 MILE WEST ALONG A
 GL0795'GRADED DIRT ROAD, 195 FEET WEST OF THE SOUTHWEST CORNER OF A CATTLE
 GL0795'GUARD, 81 FEET EAST OF A POWER POLE, 46 FEET SOUTH OF THE CENTER LINE
 GL0795'OF A ROAD, 3 FEET NORTH OF A FENCE, 2 FEET WEST OF A WITNESS POST, SET
 GL0795'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE
 GL0795'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0296 ***********************************************************************
 FN0296  DESIGNATION -  J 28
 FN0296  PID         -  FN0296
 FN0296  STATE/COUNTY-  NM/SANTA FE
 FN0296  USGS QUAD   -  GALISTEO (1966)
 FN0296
 FN0296                         *CURRENT SURVEY CONTROL
 FN0296  ___________________________________________________________________
 FN0296* NAD 83(1986)-  35 29 56.     (N)    105 52 43.     (W)     SCALED    
 FN0296* NAVD 88     -      2093.186  (meters)    6867.39   (feet)  ADJUSTED  
 FN0296  ___________________________________________________________________
 FN0296  GEOID HEIGHT-         -18.73  (meters)                     GEOID03
 FN0296  DYNAMIC HT  -        2090.277 (meters)    6857.85  (feet)  COMP
 FN0296  MODELED GRAV-     979,168.2   (mgal)                       NAVD 88
 FN0296
 FN0296  VERT ORDER  -  FIRST     CLASS II
 FN0296
 FN0296.The horizontal coordinates were scaled from a topographic map and have
 FN0296.an estimated accuracy of +/- 6 seconds.
 FN0296
 FN0296.The orthometric height was determined by differential leveling
 FN0296.and adjusted by the National Geodetic Survey in June 1991..
 FN0296
 FN0296.The geoid height was determined by GEOID03.
 FN0296
 FN0296.The dynamic height is computed by dividing the NAVD 88
 FN0296.geopotential number by the normal gravity value computed on the
 FN0296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FN0296.degrees latitude (g = 980.6199 gals.).
 FN0296
 FN0296.The modeled gravity was interpolated from observed gravity values.
 FN0296
 FN0296;                    North         East    Units  Estimated Accuracy
 FN0296;SPC NM C     -   498,980.      533,690.      MT  (+/- 180 meters Scaled)
 FN0296
 FN0296                          SUPERSEDED SURVEY CONTROL
 FN0296
 FN0296  NGVD 29 (??/??/92) 2092.184  (m)         6864.11   (f) ADJ UNCH    1 2
 FN0296
 FN0296.Superseded values are not recommended for survey control.
 FN0296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0296.See file dsdata.txt to determine how the superseded data were derived.
 FN0296
 FN0296_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV203287(NAD 83)
 FN0296_MARKER: DB = BENCH MARK DISK
 FN0296_SETTING: 0 = UNSPECIFIED SETTING
 FN0296_STAMPING: 6864.207 J 28 1933
 FN0296_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FN0296
 FN0296  HISTORY     - Date     Condition        Report By
 FN0296  HISTORY     - 1933     MONUMENTED       CGS
 FN0296  HISTORY     - 1968     GOOD             USGS
 FN0296
 FN0296                          STATION DESCRIPTION
 FN0296
 FN0296'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 FN0296'1.7 MI NE FROM LAMY.
 FN0296'ABOUT 1.7 MILES NORTHEAST OF POST OFFICE AT LAMY, NEW MEXICO, ALONG
 FN0296'DIRT ROAD (OLD US 285), AT THE SUMMIT OF A LONG HILL.  30 FEET SOUTH
 FN0296'OF DIRT ROAD AND 90 FEET SOUTHWEST OF A P ROAD NORTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0975 ***********************************************************************
 GL0975  DESIGNATION -  J 280
 GL0975  PID         -  GL0975
 GL0975  STATE/COUNTY-  NM/UNION
 GL0975  USGS QUAD   -  BEENHAM (1973)
 GL0975
 GL0975                         *CURRENT SURVEY CONTROL
 GL0975  ___________________________________________________________________
 GL0975* NAD 83(1986)-  36 10 02.     (N)    103 44 57.     (W)     SCALED    
 GL0975* NAVD 88     -      1702.995  (meters)    5587.24   (feet)  ADJUSTED  
 GL0975  ___________________________________________________________________
 GL0975  GEOID HEIGHT-         -20.11  (meters)                     GEOID03
 GL0975  DYNAMIC HT  -        1700.925 (meters)    5580.45  (feet)  COMP
 GL0975  MODELED GRAV-     979,356.1   (mgal)                       NAVD 88
 GL0975
 GL0975  VERT ORDER  -  SECOND    CLASS 0
 GL0975
 GL0975.The horizontal coordinates were scaled from a topographic map and have
 GL0975.an estimated accuracy of +/- 6 seconds.
 GL0975
 GL0975.The orthometric height was determined by differential leveling
 GL0975.and adjusted by the National Geodetic Survey in June 1991..
 GL0975
 GL0975.The geoid height was determined by GEOID03.
 GL0975
 GL0975.The dynamic height is computed by dividing the NAVD 88
 GL0975.geopotential number by the normal gravity value computed on the
 GL0975.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0975.degrees latitude (g = 980.6199 gals.).
 GL0975
 GL0975.The modeled gravity was interpolated from observed gravity values.
 GL0975
 GL0975;                    North         East    Units  Estimated Accuracy
 GL0975;SPC NM E     -   573,230.      217,560.      MT  (+/- 180 meters Scaled)
 GL0975
 GL0975                          SUPERSEDED SURVEY CONTROL
 GL0975
 GL0975  NGVD 29 (??/??/92) 1702.252  (m)         5584.81   (f) ADJ UNCH    2 0
 GL0975
 GL0975.Superseded values are not recommended for survey control.
 GL0975.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0975.See file dsdata.txt to determine how the superseded data were derived.
 GL0975
 GL0975_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA124032(NAD 83)
 GL0975_MARKER: DB = BENCH MARK DISK
 GL0975_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0975_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0975_STAMPING: J 280 1955
 GL0975_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0975+STABILITY: SURFACE MOTION
 GL0975
 GL0975  HISTORY     - Date     Condition        Report By
 GL0975  HISTORY     - 1955     MONUMENTED       CGS
 GL0975
 GL0975                          STATION DESCRIPTION
 GL0975
 GL0975'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GL0975'20.7 MI SE FROM GLADSTONE.
 GL0975'8.0 MILES EAST ALONG STATE HIGHWAY 58 FROM THE POST OFFICE AT
 GL0975'GLADSTONE, THENCE 5.6 MILES SOUTH ALONG STATE HIGHWAY 120, THENCE 2.1
 GL0975'MILES SOUTHEAST ALONG A GRADED DIRT ROAD, THENCE 5.0 MILES SOUTHEAST
 GL0975'ALONG A TRACK ROAD, 66 FEET EAST OF THE CENTER LINE OF A ROAD, 4 FEET
 GL0975'WEST OF A FENCE, 2 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A
 GL0975'CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.  NOTE-- STATE
 GL0975'HIGHWAY 58 IS NOW US HIGHWAY 56.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0686 ***********************************************************************
 GL0686  DESIGNATION -  J 281
 GL0686  PID         -  GL0686
 GL0686  STATE/COUNTY-  NM/UNION
 GL0686  USGS QUAD   -  SEDAN (1970)
 GL0686
 GL0686                         *CURRENT SURVEY CONTROL
 GL0686  ___________________________________________________________________
 GL0686* NAD 83(1986)-  36 14 53.     (N)    103 11 08.     (W)     SCALED    
 GL0686* NAVD 88     -      1444.784  (meters)    4740.10   (feet)  ADJUSTED  
 GL0686  ___________________________________________________________________
 GL0686  GEOID HEIGHT-         -22.39  (meters)                     GEOID03
 GL0686  DYNAMIC HT  -        1443.054 (meters)    4734.42  (feet)  COMP
 GL0686  MODELED GRAV-     979,384.4   (mgal)                       NAVD 88
 GL0686
 GL0686  VERT ORDER  -  SECOND    CLASS 0
 GL0686
 GL0686.The horizontal coordinates were scaled from a topographic map and have
 GL0686.an estimated accuracy of +/- 6 seconds.
 GL0686
 GL0686.The orthometric height was determined by differential leveling
 GL0686.and adjusted by the National Geodetic Survey in June 1991..
 GL0686
 GL0686.The geoid height was determined by GEOID03.
 GL0686
 GL0686.The dynamic height is computed by dividing the NAVD 88
 GL0686.geopotential number by the normal gravity value computed on the
 GL0686.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0686.degrees latitude (g = 980.6199 gals.).
 GL0686
 GL0686.The modeled gravity was interpolated from observed gravity values.
 GL0686
 GL0686;                    North         East    Units  Estimated Accuracy
 GL0686;SPC NM E     -   582,650.      268,160.      MT  (+/- 180 meters Scaled)
 GL0686
 GL0686                          SUPERSEDED SURVEY CONTROL
 GL0686
 GL0686  NGVD 29 (??/??/92) 1444.075  (m)         4737.77   (f) ADJ UNCH    2 0
 GL0686
 GL0686.Superseded values are not recommended for survey control.
 GL0686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0686.See file dsdata.txt to determine how the superseded data were derived.
 GL0686
 GL0686_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA630129(NAD 83)
 GL0686_MARKER: DB = BENCH MARK DISK
 GL0686_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0686_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0686_STAMPING: J 281 1955
 GL0686_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0686+STABILITY: SURFACE MOTION
 GL0686
 GL0686  HISTORY     - Date     Condition        Report By
 GL0686  HISTORY     - 1955     MONUMENTED       CGS
 GL0686
 GL0686                          STATION DESCRIPTION
 GL0686
 GL0686'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GL0686'14.4 MI S FROM CLAYTON.
 GL0686'14.4 MILES SOUTH ALONG STATE HIGHWAY 18 FROM THE COURTHOUSE AT
 GL0686'CLAYTON, 0.2 MILE NORTH OF A BRIDGE ACROSS CARRIZO CREEK, AT THE SOUTH
 GL0686'END OF A CUT, 74 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 3 FEET
 GL0686'EAST OF A FENCE, 2 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A
 GL0686'CONCRETE POST WHICH PROJECTS 0.8 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1006 ***********************************************************************
 GL1006  DESIGNATION -  J 282
 GL1006  PID         -  GL1006
 GL1006  STATE/COUNTY-  NM/UNION
 GL1006  USGS QUAD   -  GARCIA CREEK (1973)
 GL1006
 GL1006                         *CURRENT SURVEY CONTROL
 GL1006  ___________________________________________________________________
 GL1006* NAD 83(1986)-  36 11 13.     (N)    103 36 32.     (W)     SCALED    
 GL1006* NAVD 88     -      1647.079  (meters)    5403.79   (feet)  ADJUSTED  
 GL1006  ___________________________________________________________________
 GL1006  GEOID HEIGHT-         -20.61  (meters)                     GEOID03
 GL1006  DYNAMIC HT  -        1645.083 (meters)    5397.24  (feet)  COMP
 GL1006  MODELED GRAV-     979,361.7   (mgal)                       NAVD 88
 GL1006
 GL1006  VERT ORDER  -  SECOND    CLASS 0
 GL1006
 GL1006.The horizontal coordinates were scaled from a topographic map and have
 GL1006.an estimated accuracy of +/- 6 seconds.
 GL1006
 GL1006.The orthometric height was determined by differential leveling
 GL1006.and adjusted by the National Geodetic Survey in June 1991..
 GL1006
 GL1006.The geoid height was determined by GEOID03.
 GL1006
 GL1006.The dynamic height is computed by dividing the NAVD 88
 GL1006.geopotential number by the normal gravity value computed on the
 GL1006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL1006.degrees latitude (g = 980.6199 gals.).
 GL1006
 GL1006.The modeled gravity was interpolated from observed gravity values.
 GL1006
 GL1006;                    North         East    Units  Estimated Accuracy
 GL1006;SPC NM E     -   575,500.      230,160.      MT  (+/- 180 meters Scaled)
 GL1006
 GL1006                          SUPERSEDED SURVEY CONTROL
 GL1006
 GL1006  NGVD 29 (??/??/92) 1646.333  (m)         5401.34   (f) ADJ UNCH    2 0
 GL1006
 GL1006.Superseded values are not recommended for survey control.
 GL1006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1006.See file dsdata.txt to determine how the superseded data were derived.
 GL1006
 GL1006_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA250055(NAD 83)
 GL1006_MARKER: DB = BENCH MARK DISK
 GL1006_SETTING: 66 = SET IN ROCK OUTCROP
 GL1006_SP_SET: SANDSTONE OUTCROP
 GL1006_STAMPING: J 282 1955
 GL1006_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GL1006+STABILITY: POSITION/ELEVATION WELL
 GL1006
 GL1006  HISTORY     - Date     Condition        Report By
 GL1006  HISTORY     - 1955     MONUMENTED       CGS
 GL1006  HISTORY     - 1960     GOOD             NGS
 GL1006
 GL1006                          STATION DESCRIPTION
 GL1006
 GL1006'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 GL1006'17.3 MI W FROM CLAPHAM.
 GL1006'10.1 MILES SOUTHWEST ALONG A WINDING DIRT ROAD FROM THE SCHOOL AT
 GL1006'CLAPHAM, THENCE 6.2 MILES NORTHWEST ALONG A TRACK ROAD, THENCE 1.0
 GL1006'MILE NORTH ON A TRACK ROAD.  FROM THE JUNCTION OF STATE HIGHWAY 120
 GL1006'AND U.S. HIGHWAY 56, GO EASTERLY ON THE HIGHWAYS FOR 10.4 MILES TO
 GL1006'WHERE THE HIGHWAYS SEPARATE.  CONTINUE EASTERLY ON HIGHWAY 56 FOR 1.0
 GL1006'MILE TO CROSSROADS AND SIGN LISTING THE NAMES AND DISTANCE TO 9
 GL1006'RANCHES.  TURN RIGHT, GO SOUTH ON GRADED ROAD 4.0 MILES, TURN LEFT, GO
 GL1006'EAST 1.0 MILE TO A T-JUNCTION.  TURN RIGHT, GO SOUTHERLY 5.6 MILES TO
 GL1006'A CATTLE GUARD.  CROSS THE CATTLE GUARD AND GO EAST AND SOUTH 0.2 MILE
 GL1006'TO BENCH MARK.  IT IS ABOUT 50 FEET SOUTH OF A WITNESS POST.  A
 GL1006'STANDARD DISK STAMPED J 282 1955, CEMENTED IN A DRILL HOLE IN THE TOP
 GL1006'OF A SANDSTONE OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0658 ***********************************************************************
 GL0658  DESIGNATION -  J 283
 GL0658  PID         -  GL0658
 GL0658  STATE/COUNTY-  NM/UNION
 GL0658  USGS QUAD   -  STEAD (1970)
 GL0658
 GL0658                         *CURRENT SURVEY CONTROL
 GL0658  ___________________________________________________________________
 GL0658* NAD 83(1986)-  36 03 15.     (N)    103 12 13.     (W)     SCALED    
 GL0658* NAVD 88     -      1404.241  (meters)    4607.08   (feet)  ADJUSTED  
 GL0658  ___________________________________________________________________
 GL0658  GEOID HEIGHT-         -22.51  (meters)                     GEOID03
 GL0658  DYNAMIC HT  -        1402.566 (meters)    4601.59  (feet)  COMP
 GL0658  MODELED GRAV-     979,390.9   (mgal)                       NAVD 88
 GL0658
 GL0658  VERT ORDER  -  SECOND    CLASS 0
 GL0658
 GL0658.The horizontal coordinates were scaled from a topographic map and have
 GL0658.an estimated accuracy of +/- 6 seconds.
 GL0658
 GL0658.The orthometric height was determined by differential leveling
 GL0658.and adjusted by the National Geodetic Survey in June 1991..
 GL0658
 GL0658.The geoid height was determined by GEOID03.
 GL0658
 GL0658.The dynamic height is computed by dividing the NAVD 88
 GL0658.geopotential number by the normal gravity value computed on the
 GL0658.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0658.degrees latitude (g = 980.6199 gals.).
 GL0658
 GL0658.The modeled gravity was interpolated from observed gravity values.
 GL0658
 GL0658;                    North         East    Units  Estimated Accuracy
 GL0658;SPC NM E     -   561,120.      266,780.      MT  (+/- 180 meters Scaled)
 GL0658
 GL0658                          SUPERSEDED SURVEY CONTROL
 GL0658
 GL0658  NGVD 29 (??/??/92) 1403.569  (m)         4604.88   (f) ADJ UNCH    2 0
 GL0658
 GL0658.Superseded values are not recommended for survey control.
 GL0658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0658.See file dsdata.txt to determine how the superseded data were derived.
 GL0658
 GL0658_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFV618914(NAD 83)
 GL0658_MARKER: DB = BENCH MARK DISK
 GL0658_SETTING: 66 = SET IN ROCK OUTCROP
 GL0658_SP_SET: SANDSTONE ROCK
 GL0658_STAMPING: J 283 1955
 GL0658_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GL0658+STABILITY: POSITION/ELEVATION WELL
 GL0658
 GL0658  HISTORY     - Date     Condition        Report By
 GL0658  HISTORY     - 1955     MONUMENTED       CGS
 GL0658
 GL0658                          STATION DESCRIPTION
 GL0658
 GL0658'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GL0658'11.2 MI N FROM AMISTAD.
 GL0658'0.3 MILE WEST ALONG AN OILED ROAD FROM THE PUBLIC SCHOOL AT AMISTAD,
 GL0658'THENCE 10.9 MILES NORTH ALONG STATE HIGHWAY 18, 271 FEET EAST OF THE
 GL0658'CENTER LINE OF THE HIGHWAY, 1.1 MILES SOUTH OF BENCH MARK U 106, 273
 GL0658'FEET NORTHEAST OF THE NORTHEAST CORNER OF THE CONCRETE RETAINING WALL
 GL0658'OF A PIPE CULVERT, 35 FEET SOUTHEAST OF THE CENTER OF A ROCKY WASH,
 GL0658'SET IN THE TOP OF THE WEST SIDE OF A LARGE SANDSTONE ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0851 ***********************************************************************
 GL0851  DESIGNATION -  J 284
 GL0851  PID         -  GL0851
 GL0851  STATE/COUNTY-  NM/UNION
 GL0851  USGS QUAD   -  SEDAN SE (1970)
 GL0851
 GL0851                         *CURRENT SURVEY CONTROL
 GL0851  ___________________________________________________________________
 GL0851* NAD 83(1986)-  36 00 49.     (N)    103 02 45.     (W)     SCALED    
 GL0851* NAVD 88     -      1355.535  (meters)    4447.28   (feet)  ADJUSTED  
 GL0851  ___________________________________________________________________
 GL0851  GEOID HEIGHT-         -23.23  (meters)                     GEOID03
 GL0851  DYNAMIC HT  -        1353.915 (meters)    4441.97  (feet)  COMP
 GL0851  MODELED GRAV-     979,390.7   (mgal)                       NAVD 88
 GL0851
 GL0851  VERT ORDER  -  SECOND    CLASS 0
 GL0851
 GL0851.The horizontal coordinates were scaled from a topographic map and have
 GL0851.an estimated accuracy of +/- 6 seconds.
 GL0851
 GL0851.The orthometric height was determined by differential leveling
 GL0851.and adjusted by the National Geodetic Survey in June 1991..
 GL0851
 GL0851.The geoid height was determined by GEOID03.
 GL0851
 GL0851.The dynamic height is computed by dividing the NAVD 88
 GL0851.geopotential number by the normal gravity value computed on the
 GL0851.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0851.degrees latitude (g = 980.6199 gals.).
 GL0851
 GL0851.The modeled gravity was interpolated from observed gravity values.
 GL0851
 GL0851;                    North         East    Units  Estimated Accuracy
 GL0851;SPC NM E     -   556,800.      281,060.      MT  (+/- 180 meters Scaled)
 GL0851
 GL0851                          SUPERSEDED SURVEY CONTROL
 GL0851
 GL0851  NGVD 29 (??/??/92) 1354.869  (m)         4445.10   (f) ADJ UNCH    2 0
 GL0851
 GL0851.Superseded values are not recommended for survey control.
 GL0851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0851.See file dsdata.txt to determine how the superseded data were derived.
 GL0851
 GL0851_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFV761872(NAD 83)
 GL0851_MARKER: DB = BENCH MARK DISK
 GL0851_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0851_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0851_STAMPING: J 284 1955
 GL0851_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0851+STABILITY: SURFACE MOTION
 GL0851
 GL0851  HISTORY     - Date     Condition        Report By
 GL0851  HISTORY     - 1955     MONUMENTED       CGS
 GL0851
 GL0851                          STATION DESCRIPTION
 GL0851
 GL0851'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GL0851'26.0 MI S FROM TEXLINE.
 GL0851'16.8 MILES SOUTH ALONG FARM ROAD 296 FROM THE FORT WORTH AND DENVER
 GL0851'CITY RAILROAD STATION AT TEXLINE, THENCE 4.1 MILES SOUTH ALONG A
 GL0851'GRADED DIRT ROAD, THENCE 0.5 MILE SOUTH ALONG A PRIVATE DIRT ROAD,
 GL0851'THENCE 4.3 MILES SOUTH ALONG A FENCE WHICH IS ON THE NEW MEXICO AND
 GL0851'TEXAS STATE LINE, THENCE 0.3 MILE WEST ALONG A SANDY TRACK ROAD, 6
 GL0851'FEET NORTH OF THE CASING OF A WELL, 4 FEET NORTHWEST OF THE OF THE
 GL0851'NORTHEAST LEG OF A WINDMILL TOWER, SET IN THE TOP OF A CONCRETE POST
 GL0851'WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0837 ***********************************************************************
 GL0837  DESIGNATION -  J 285
 GL0837  PID         -  GL0837
 GL0837  STATE/COUNTY-  NM/UNION
 GL0837  USGS QUAD   -  SEDAN NE (1970)
 GL0837
 GL0837                         *CURRENT SURVEY CONTROL
 GL0837  ___________________________________________________________________
 GL0837* NAD 83(1986)-  36 13 03.     (N)    103 03 39.     (W)     SCALED    
 GL0837* NAVD 88     -      1394.766  (meters)    4575.99   (feet)  ADJUSTED  
 GL0837  ___________________________________________________________________
 GL0837  GEOID HEIGHT-         -22.91  (meters)                     GEOID03
 GL0837  DYNAMIC HT  -        1393.114 (meters)    4570.57  (feet)  COMP
 GL0837  MODELED GRAV-     979,399.4   (mgal)                       NAVD 88
 GL0837
 GL0837  VERT ORDER  -  SECOND    CLASS 0
 GL0837
 GL0837.The horizontal coordinates were scaled from a topographic map and have
 GL0837.an estimated accuracy of +/- 6 seconds.
 GL0837
 GL0837.The orthometric height was determined by differential leveling
 GL0837.and adjusted by the National Geodetic Survey in June 1991..
 GL0837
 GL0837.The geoid height was determined by GEOID03.
 GL0837
 GL0837.The dynamic height is computed by dividing the NAVD 88
 GL0837.geopotential number by the normal gravity value computed on the
 GL0837.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0837.degrees latitude (g = 980.6199 gals.).
 GL0837
 GL0837.The modeled gravity was interpolated from observed gravity values.
 GL0837
 GL0837;                    North         East    Units  Estimated Accuracy
 GL0837;SPC NM E     -   579,400.      279,410.      MT  (+/- 180 meters Scaled)
 GL0837
 GL0837                          SUPERSEDED SURVEY CONTROL
 GL0837
 GL0837  NGVD 29 (??/??/92) 1394.088  (m)         4573.77   (f) ADJ UNCH    2 0
 GL0837
 GL0837.Superseded values are not recommended for survey control.
 GL0837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0837.See file dsdata.txt to determine how the superseded data were derived.
 GL0837
 GL0837_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA743098(NAD 83)
 GL0837_MARKER: DB = BENCH MARK DISK
 GL0837_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0837_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0837_STAMPING: J 285 1955
 GL0837_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0837+STABILITY: SURFACE MOTION
 GL0837
 GL0837  HISTORY     - Date     Condition        Report By
 GL0837  HISTORY     - 1955     MONUMENTED       CGS
 GL0837
 GL0837                          STATION DESCRIPTION
 GL0837
 GL0837'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GL0837'23.6 MI SE FROM CLAYTON.
 GL0837'16.6 MILES SOUTH ALONG STATE HIGHWAY 18 FROM THE COURTHOUSE AT
 GL0837'CLAYTON, THENCE 7.0 MILES EAST ALONG A GRADED DIRT ROAD, 37 FEET NORTH
 GL0837'OF THE CENTER LINE OF AN EAST AND WEST ROAD, 6 FEET WEST OF THE
 GL0837'EXTENDED CENTER LINE OF A ROAD LEADING SOUTH, 6.4 FEET NORTH OF A
 GL0837'POWER POLE, 3 FEET SOUTH OF A WITNESS POST, 2 FEET EAST OF A FENCE,
 GL0837'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE
 GL0837'GROUND, 1.0 MILE WEST OF BENCH MARK N 423.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0730 ***********************************************************************
 FM0730  DESIGNATION -  J 286
 FM0730  PID         -  FM0730
 FM0730  STATE/COUNTY-  NM/HARDING
 FM0730  USGS QUAD   -  BUEYEROS NE (1973)
 FM0730
 FM0730                         *CURRENT SURVEY CONTROL
 FM0730  ___________________________________________________________________
 FM0730* NAD 83(1986)-  35 59 58.     (N)    103 31 26.     (W)     SCALED    
 FM0730* NAVD 88     -      1466.516  (meters)    4811.39   (feet)  ADJUSTED  
 FM0730  ___________________________________________________________________
 FM0730  GEOID HEIGHT-         -21.25  (meters)                     GEOID03
 FM0730  DYNAMIC HT  -        1464.767 (meters)    4805.66  (feet)  COMP
 FM0730  MODELED GRAV-     979,388.7   (mgal)                       NAVD 88
 FM0730
 FM0730  VERT ORDER  -  SECOND    CLASS 0
 FM0730
 FM0730.The horizontal coordinates were scaled from a topographic map and have
 FM0730.an estimated accuracy of +/- 6 seconds.
 FM0730
 FM0730.The orthometric height was determined by differential leveling
 FM0730.and adjusted by the National Geodetic Survey in June 1991..
 FM0730
 FM0730.The geoid height was determined by GEOID03.
 FM0730
 FM0730.The dynamic height is computed by dividing the NAVD 88
 FM0730.geopotential number by the normal gravity value computed on the
 FM0730.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0730.degrees latitude (g = 980.6199 gals.).
 FM0730
 FM0730.The modeled gravity was interpolated from observed gravity values.
 FM0730
 FM0730;                    North         East    Units  Estimated Accuracy
 FM0730;SPC NM E     -   554,760.      237,980.      MT  (+/- 180 meters Scaled)
 FM0730
 FM0730                          SUPERSEDED SURVEY CONTROL
 FM0730
 FM0730  NGVD 29 (??/??/92) 1465.840  (m)         4809.18   (f) ADJ UNCH    2 0
 FM0730
 FM0730.Superseded values are not recommended for survey control.
 FM0730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0730.See file dsdata.txt to determine how the superseded data were derived.
 FM0730
 FM0730_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFV330848(NAD 83)
 FM0730_MARKER: DB = BENCH MARK DISK
 FM0730_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0730_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0730_STAMPING: J 286 1955
 FM0730_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0730+STABILITY: SURFACE MOTION
 FM0730
 FM0730  HISTORY     - Date     Condition        Report By
 FM0730  HISTORY     - 1955     MONUMENTED       CGS
 FM0730
 FM0730                          STATION DESCRIPTION
 FM0730
 FM0730'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 FM0730'9.9 MI E FROM BUEYEROS.
 FM0730'9.9 MILES EAST ALONG STATE HIGHWAY 57 FROM THE POST OFFICE AT
 FM0730'BUEYEROS, 85 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 1.5 FEET
 FM0730'EAST OF A WITNESS POST, 0.25 MILE WEST OF A CATTLE GUARD, SET IN THE
 FM0730'TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 FM0730'NOTE-- STATE HIGHWAY 57 IS NOW STATE HIGHWAY 102.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0569 ***********************************************************************
 FM0569  DESIGNATION -  J 287 RESET
 FM0569  PID         -  FM0569
 FM0569  STATE/COUNTY-  NM/UNION
 FM0569  USGS QUAD   -  HAYDEN (1966)
 FM0569
 FM0569                         *CURRENT SURVEY CONTROL
 FM0569  ___________________________________________________________________
 FM0569* NAD 83(1986)-  35 59 54.     (N)    103 19 43.     (W)     SCALED    
 FM0569* NAVD 88     -      1488.56   (meters)    4883.7    (feet)  RESET     
 FM0569  ___________________________________________________________________
 FM0569  GEOID HEIGHT-         -21.97  (meters)                     GEOID03
 FM0569
 FM0569  VERT ORDER  -  THIRD
 FM0569
 FM0569.The horizontal coordinates were scaled from a topographic map and have
 FM0569.an estimated accuracy of +/- 6 seconds.
 FM0569
 FM0569.The orthometric height was computed from unverified reset data.
 FM0569
 FM0569.The geoid height was determined by GEOID03.
 FM0569
 FM0569;                    North         East    Units  Estimated Accuracy
 FM0569;SPC NM E     -   554,800.      255,590.      MT  (+/- 180 meters Scaled)
 FM0569
 FM0569                          SUPERSEDED SURVEY CONTROL
 FM0569
 FM0569.No superseded survey control is available for this station.
 FM0569
 FM0569_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFV506850(NAD 83)
 FM0569_MARKER: DB = BENCH MARK DISK
 FM0569_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0569_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0569_STAMPING: J 287 RESET 1959
 FM0569_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0569+STABILITY: SURFACE MOTION
 FM0569
 FM0569  HISTORY     - Date     Condition        Report By
 FM0569  HISTORY     - 1959     MONUMENTED       NMHD
 FM0569
 FM0569                          STATION DESCRIPTION
 FM0569
 FM0569'DESCRIBED BY NM HIGHWAY DEPT 1959
 FM0569'0.3 MI W FROM AMISTAD.
 FM0569'ABOUT 0.3 MILE WEST ALONG AN OILED ROAD FROM THE PUBLIC SCHOOL AT
 FM0569'AMISTAD, THENCE 7.1 MILES NORTH ALONG STATE HIGHWAY 18, THENCE 8.1
 FM0569'MILES WEST ALONG STATE HIGHWAY 57 (ALSO KNOWN AS STATE HIGHWAY 102),
 FM0569'71 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 4 FEET EAST OF A
 FM0569'WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3
 FM0569'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0883 ***********************************************************************
 GL0883  DESIGNATION -  J 288
 GL0883  PID         -  GL0883
 GL0883  STATE/COUNTY-  NM/UNION
 GL0883  USGS QUAD   -  GLADSTONE NW (1973)
 GL0883
 GL0883                         *CURRENT SURVEY CONTROL
 GL0883  ___________________________________________________________________
 GL0883* NAD 83(1986)-  36 26 44.     (N)    103 58 18.     (W)     SCALED    
 GL0883* NAVD 88     -      1914.292  (meters)    6280.47   (feet)  ADJUSTED  
 GL0883  ___________________________________________________________________
 GL0883  GEOID HEIGHT-         -19.04  (meters)                     GEOID03
 GL0883  DYNAMIC HT  -        1911.908 (meters)    6272.65  (feet)  COMP
 GL0883  MODELED GRAV-     979,317.9   (mgal)                       NAVD 88
 GL0883
 GL0883  VERT ORDER  -  SECOND    CLASS 0
 GL0883
 GL0883.The horizontal coordinates were scaled from a topographic map and have
 GL0883.an estimated accuracy of +/- 6 seconds.
 GL0883
 GL0883.The orthometric height was determined by differential leveling
 GL0883.and adjusted by the National Geodetic Survey in June 1991..
 GL0883
 GL0883.The geoid height was determined by GEOID03.
 GL0883
 GL0883.The dynamic height is computed by dividing the NAVD 88
 GL0883.geopotential number by the normal gravity value computed on the
 GL0883.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0883.degrees latitude (g = 980.6199 gals.).
 GL0883
 GL0883.The modeled gravity was interpolated from observed gravity values.
 GL0883
 GL0883;                    North         East    Units  Estimated Accuracy
 GL0883;SPC NM E     -   604,010.      197,420.      MT  (+/- 180 meters Scaled)
 GL0883
 GL0883                          SUPERSEDED SURVEY CONTROL
 GL0883
 GL0883  NGVD 29 (??/??/92) 1913.440  (m)         6277.68   (f) ADJ UNCH    2 0
 GL0883
 GL0883.Superseded values are not recommended for survey control.
 GL0883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0883.See file dsdata.txt to determine how the superseded data were derived.
 GL0883
 GL0883_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEA921338(NAD 83)
 GL0883_MARKER: DB = BENCH MARK DISK
 GL0883_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0883_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0883_STAMPING: J 288 1955
 GL0883_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0883+STABILITY: SURFACE MOTION
 GL0883
 GL0883  HISTORY     - Date     Condition        Report By
 GL0883  HISTORY     - 1955     MONUMENTED       CGS
 GL0883  HISTORY     - 1973     GOOD             USGS
 GL0883
 GL0883                          STATION DESCRIPTION
 GL0883
 GL0883'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GL0883'7.7 MI W FROM SOFIA.
 GL0883'2.1 MILES WEST ALONG A GRADED DIRT ROAD FROM THE SCHOOLHOUSE AT SOFIA,
 GL0883'THENCE 5.0 MILES WEST ALONG A TRACK ROAD, THENCE 0.6 MILE WEST ALONG A
 GL0883'DIM TRACK ROAD, 0.6 MILE WEST OF A JUNCTION WITH A TRACK ROAD LEADING
 GL0883'NORTHWEST, 29 FEET SOUTH OF THE CENTER LINE OF A DIM TRACK ROAD, 2.4
 GL0883'FEET WEST OF A FENCE, 2.6 FEET NORTH OF A WITNESS POST, SET IN THE TOP
 GL0883'OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND. NOTE--
 GL0883'THE SCHOOL HOUSE AT SOFIA HAS BEEN ABANDONED.  THE STARTING POINT IS
 GL0883'NOW THE CROSSROADS AT SOFIA, WHICH IS 0.4 MILE EAST OF THE SITE OF THE
 GL0883'SCHOOL HOUSE.
 GL0883
 GL0883                          STATION RECOVERY (1973)
 GL0883
 GL0883'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 GL0883'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0918 ***********************************************************************
 GL0918  DESIGNATION -  J 289
 GL0918  PID         -  GL0918
 GL0918  STATE/COUNTY-  NM/UNION
 GL0918  USGS QUAD   -  GLADSTONE (1977)
 GL0918
 GL0918                         *CURRENT SURVEY CONTROL
 GL0918  ___________________________________________________________________
 GL0918* NAD 83(1986)-  36 17 25.     (N)    103 57 17.     (W)     SCALED    
 GL0918* NAVD 88     -      1784.432  (meters)    5854.42   (feet)  ADJUSTED  
 GL0918  ___________________________________________________________________
 GL0918  GEOID HEIGHT-         -19.29  (meters)                     GEOID03
 GL0918  DYNAMIC HT  -        1782.221 (meters)    5847.17  (feet)  COMP
 GL0918  MODELED GRAV-     979,329.0   (mgal)                       NAVD 88
 GL0918
 GL0918  VERT ORDER  -  SECOND    CLASS 0
 GL0918
 GL0918.The horizontal coordinates were scaled from a topographic map and have
 GL0918.an estimated accuracy of +/- 6 seconds.
 GL0918
 GL0918.The orthometric height was determined by differential leveling
 GL0918.and adjusted by the National Geodetic Survey in June 1991..
 GL0918
 GL0918.The geoid height was determined by GEOID03.
 GL0918
 GL0918.The dynamic height is computed by dividing the NAVD 88
 GL0918.geopotential number by the normal gravity value computed on the
 GL0918.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0918.degrees latitude (g = 980.6199 gals.).
 GL0918
 GL0918.The modeled gravity was interpolated from observed gravity values.
 GL0918
 GL0918;                    North         East    Units  Estimated Accuracy
 GL0918;SPC NM E     -   586,790.      199,010.      MT  (+/- 180 meters Scaled)
 GL0918
 GL0918                          SUPERSEDED SURVEY CONTROL
 GL0918
 GL0918  NGVD 29 (??/??/92) 1783.630  (m)         5851.79   (f) ADJ UNCH    2 0
 GL0918
 GL0918.Superseded values are not recommended for survey control.
 GL0918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0918.See file dsdata.txt to determine how the superseded data were derived.
 GL0918
 GL0918_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEA938166(NAD 83)
 GL0918_MARKER: DB = BENCH MARK DISK
 GL0918_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0918_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0918_STAMPING: J 289 1955
 GL0918_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0918+STABILITY: SURFACE MOTION
 GL0918
 GL0918  HISTORY     - Date     Condition        Report By
 GL0918  HISTORY     - 1955     MONUMENTED       CGS
 GL0918
 GL0918                          STATION DESCRIPTION
 GL0918
 GL0918'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GL0918'2.0 MI SE FROM GLADSTONE.
 GL0918'1.0 MILE SOUTH ALONG AN OLD HIGHWAY FROM THE POST OFFICE AT GLADSTONE,
 GL0918'THENCE 1.0 MILE EAST ALONG A GRADED DIRT ROAD, 1.0 MILE EAST OF THE
 GL0918'GLADSTONE METHODIST CHURCH, 0.5 MILE EAST OF A CEMETERY, 58 FEET NORTH
 GL0918'OF THE CENTER LINE OF A ROAD, 22.1 FEET NORTH OF A FENCE, 1 FOOT WEST
 GL0918'OF A FENCE LEADING NORTH, 1.5 FEET NORTHEAST OF A WITNESS POST, SET IN
 GL0918'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 GL0918'NOTE-- STATE HIGHWAY 58 HAS BEEN CHANGED TO U.S. HIGHWAY 56.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0008 ***********************************************************************
 FO0008  DESIGNATION -  J 29
 FO0008  PID         -  FO0008
 FO0008  STATE/COUNTY-  NM/SANTA FE
 FO0008  USGS QUAD   -  WHITE ROCK (1984)
 FO0008
 FO0008                         *CURRENT SURVEY CONTROL
 FO0008  ___________________________________________________________________
 FO0008* NAD 83(1986)-  35 49 47.     (N)    106 08 26.     (W)     SCALED    
 FO0008* NAVD 88     -      1757.440  (meters)    5765.87   (feet)  ADJUSTED  
 FO0008  ___________________________________________________________________
 FO0008  GEOID HEIGHT-         -19.32  (meters)                     GEOID03
 FO0008  DYNAMIC HT  -        1755.068 (meters)    5758.09  (feet)  COMP
 FO0008  MODELED GRAV-     979,221.9   (mgal)                       NAVD 88
 FO0008
 FO0008  VERT ORDER  -  FIRST     CLASS II
 FO0008
 FO0008.The horizontal coordinates were scaled from a topographic map and have
 FO0008.an estimated accuracy of +/- 6 seconds.
 FO0008
 FO0008.The orthometric height was determined by differential leveling
 FO0008.and adjusted by the National Geodetic Survey in June 1991..
 FO0008
 FO0008.The geoid height was determined by GEOID03.
 FO0008
 FO0008.The dynamic height is computed by dividing the NAVD 88
 FO0008.geopotential number by the normal gravity value computed on the
 FO0008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0008.degrees latitude (g = 980.6199 gals.).
 FO0008
 FO0008.The modeled gravity was interpolated from observed gravity values.
 FO0008
 FO0008;                    North         East    Units  Estimated Accuracy
 FO0008;SPC NM C     -   535,630.      509,890.      MT  (+/- 180 meters Scaled)
 FO0008
 FO0008                          SUPERSEDED SURVEY CONTROL
 FO0008
 FO0008  NGVD 29 (??/??/92) 1756.448  (m)         5762.61   (f) ADJ UNCH    1 2
 FO0008
 FO0008.Superseded values are not recommended for survey control.
 FO0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0008.See file dsdata.txt to determine how the superseded data were derived.
 FO0008
 FO0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV969656(NAD 83)
 FO0008_MARKER: DB = BENCH MARK DISK
 FO0008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FO0008_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FO0008_STAMPING: 5762.613 J 29 1933
 FO0008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO0008+STABILITY: SURFACE MOTION
 FO0008
 FO0008  HISTORY     - Date     Condition        Report By
 FO0008  HISTORY     - 1933     MONUMENTED       CGS
 FO0008  HISTORY     - 1934     GOOD             NGS
 FO0008
 FO0008                          STATION DESCRIPTION
 FO0008
 FO0008'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FO0008'8.1 MI S FROM SAN ILDEFONSO.
 FO0008'ABOUT 8.1 MILES SOUTH ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 FO0008'FROM SAN ILDEFONSO, SANTA FE COUNTY, ABOUT 2.5 MILES SOUTHEAST OF
 FO0008'BUCKMAN, ABOUT 309 FEET NORTHWEST OF BRIDGE 386.73, AND 24 FEET WEST
 FO0008'OF THE CENTERLINE OF THE TRACK.  A STANDARD DISK STAMPED 5762.613 J 29
 FO0008'1933 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0092 ***********************************************************************
 GM0092  DESIGNATION -  J 290
 GM0092  PID         -  GM0092
 GM0092  STATE/COUNTY-  NM/COLFAX
 GM0092  USGS QUAD   -  INGRAM LAKE (1974)
 GM0092
 GM0092                         *CURRENT SURVEY CONTROL
 GM0092  ___________________________________________________________________
 GM0092* NAD 83(1986)-  36 18 18.     (N)    104 12 18.     (W)     SCALED    
 GM0092* NAVD 88     -      1907.937  (meters)    6259.62   (feet)  ADJUSTED  
 GM0092  ___________________________________________________________________
 GM0092  GEOID HEIGHT-         -18.90  (meters)                     GEOID03
 GM0092  DYNAMIC HT  -        1905.535 (meters)    6251.74  (feet)  COMP
 GM0092  MODELED GRAV-     979,304.5   (mgal)                       NAVD 88
 GM0092
 GM0092  VERT ORDER  -  SECOND    CLASS 0
 GM0092
 GM0092.The horizontal coordinates were scaled from a topographic map and have
 GM0092.an estimated accuracy of +/- 6 seconds.
 GM0092
 GM0092.The orthometric height was determined by differential leveling
 GM0092.and adjusted by the National Geodetic Survey in June 1991..
 GM0092
 GM0092.The geoid height was determined by GEOID03.
 GM0092
 GM0092.The dynamic height is computed by dividing the NAVD 88
 GM0092.geopotential number by the normal gravity value computed on the
 GM0092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GM0092.degrees latitude (g = 980.6199 gals.).
 GM0092
 GM0092.The modeled gravity was interpolated from observed gravity values.
 GM0092
 GM0092;                    North         East    Units  Estimated Accuracy
 GM0092;SPC NM E     -   588,370.      176,530.      MT  (+/- 180 meters Scaled)
 GM0092
 GM0092                          SUPERSEDED SURVEY CONTROL
 GM0092
 GM0092  NGVD 29 (??/??/92) 1907.114  (m)         6256.92   (f) ADJ UNCH    2 0
 GM0092
 GM0092.Superseded values are not recommended for survey control.
 GM0092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0092.See file dsdata.txt to determine how the superseded data were derived.
 GM0092
 GM0092_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEA713180(NAD 83)
 GM0092_MARKER: DB = BENCH MARK DISK
 GM0092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GM0092_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GM0092_STAMPING: J 290 1956
 GM0092_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GM0092+STABILITY: SURFACE MOTION
 GM0092
 GM0092  HISTORY     - Date     Condition        Report By
 GM0092  HISTORY     - 1956     MONUMENTED       CGS
 GM0092
 GM0092                          STATION DESCRIPTION
 GM0092
 GM0092'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 GM0092'3.1 MI E FROM ABBOTT.
 GM0092'3.1 MILES EAST ALONG STATE HIGHWAY 58 FROM THE POST OFFICE AT ABBOTT,
 GM0092'152 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 194 FEET NORTH OF A
 GM0092'POWER POLE, IN LINE WITH A ROW OF POWER POLES, 101.6 FEET SOUTH OF A
 GM0092'FENCE, 30 FEET WEST OF THE CENTER LINE OF A DIM TRACK ROAD, 2.1 FEET
 GM0092'EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 GM0092'PROJECTS 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0152 ***********************************************************************
 FN0152  DESIGNATION -  J 291
 FN0152  PID         -  FN0152
 FN0152  STATE/COUNTY-  NM/SAN MIGUEL
 FN0152  USGS QUAD   -  EL PORVENIR (1961)
 FN0152
 FN0152                         *CURRENT SURVEY CONTROL
 FN0152  ___________________________________________________________________
 FN0152* NAD 83(1986)-  35 41 53.     (N)    105 24 18.     (W)     SCALED    
 FN0152* NAVD 88     -      2252.941  (meters)    7391.52   (feet)  ADJUSTED  
 FN0152  ___________________________________________________________________
 FN0152  GEOID HEIGHT-         -17.85  (meters)                     GEOID03
 FN0152  DYNAMIC HT  -        2249.728 (meters)    7380.98  (feet)  COMP
 FN0152  MODELED GRAV-     979,126.0   (mgal)                       NAVD 88
 FN0152
 FN0152  VERT ORDER  -  SECOND    CLASS 0
 FN0152
 FN0152.The horizontal coordinates were scaled from a topographic map and have
 FN0152.an estimated accuracy of +/- 6 seconds.
 FN0152
 FN0152.The orthometric height was determined by differential leveling
 FN0152.and adjusted by the National Geodetic Survey in June 1991..
 FN0152
 FN0152.The geoid height was determined by GEOID03.
 FN0152
 FN0152.The dynamic height is computed by dividing the NAVD 88
 FN0152.geopotential number by the normal gravity value computed on the
 FN0152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FN0152.degrees latitude (g = 980.6199 gals.).
 FN0152
 FN0152.The modeled gravity was interpolated from observed gravity values.
 FN0152
 FN0152;                    North         East    Units  Estimated Accuracy
 FN0152;SPC NM E     -   521,550.       68,020.      MT  (+/- 180 meters Scaled)
 FN0152
 FN0152                          SUPERSEDED SURVEY CONTROL
 FN0152
 FN0152  NGVD 29 (??/??/92) 2251.868  (m)         7388.00   (f) ADJ UNCH    2 0
 FN0152
 FN0152.Superseded values are not recommended for survey control.
 FN0152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0152.See file dsdata.txt to determine how the superseded data were derived.
 FN0152
 FN0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV633505(NAD 83)
 FN0152_MARKER: DB = BENCH MARK DISK
 FN0152_SETTING: 66 = SET IN ROCK OUTCROP
 FN0152_SP_SET: SET IN ROCK OUTCROP
 FN0152_STAMPING: J 291 1957
 FN0152_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FN0152+STABILITY: POSITION/ELEVATION WELL
 FN0152
 FN0152  HISTORY     - Date     Condition        Report By
 FN0152  HISTORY     - 1957     MONUMENTED       CGS
 FN0152
 FN0152                          STATION DESCRIPTION
 FN0152
 FN0152'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FN0152'1.15 MI SE FROM LAS GALLINAS RANGER STA.
 FN0152'1.15 MILES SOUTHEAST ALONG STATE ROAD 65 FROM LAS GALLINAS RANGER
 FN0152'STATION.  90 FEET EAST OF THE CENTER LINE OF A WOODED DRAW, ON THE
 FN0152'SOUTH SLOPE OF A WOODED HILL, 39 FEET NORTH OF THE CENTER LINE OF THE
 FN0152'STATE ROAD, 13 FEET NORTH OF A FENCE, 8 FEET ABOVE THE LEVEL OF THE
 FN0152'ROAD, 2.7 FEET ABOVE THE GROUND, SET IN THE TOP OF A GRANITE OUTCROP,
 FN0152'IN THE SOUTHWEST 1/4 OF SECTION 18, TOWNSHIP 17 NORTH, RANGE 15 EAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1089 ***********************************************************************
 GL1089  DESIGNATION -  J 291
 GL1089  PID         -  GL1089
 GL1089  STATE/COUNTY-  NM/UNION
 GL1089  USGS QUAD   -  FOLSOM (1972)
 GL1089
 GL1089                         *CURRENT SURVEY CONTROL
 GL1089  ___________________________________________________________________
 GL1089* NAD 83(1986)-  36 45 12.     (N)    103 53 30.     (W)     SCALED    
 GL1089* NAVD 88     -      2068.253  (meters)    6785.59   (feet)  ADJUSTED  
 GL1089  ___________________________________________________________________
 GL1089  GEOID HEIGHT-         -19.04  (meters)                     GEOID03
 GL1089  DYNAMIC HT  -        2065.661 (meters)    6777.09  (feet)  COMP
 GL1089  MODELED GRAV-     979,302.9   (mgal)                       NAVD 88
 GL1089
 GL1089  VERT ORDER  -  FIRST     CLASS II
 GL1089
 GL1089.The horizontal coordinates were scaled from a topographic map and have
 GL1089.an estimated accuracy of +/- 6 seconds.
 GL1089
 GL1089.The orthometric height was determined by differential leveling
 GL1089.and adjusted by the National Geodetic Survey in June 1991..
 GL1089
 GL1089.The geoid height was determined by GEOID03.
 GL1089
 GL1089.The dynamic height is computed by dividing the NAVD 88
 GL1089.geopotential number by the normal gravity value computed on the
 GL1089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL1089.degrees latitude (g = 980.6199 gals.).
 GL1089
 GL1089.The modeled gravity was interpolated from observed gravity values.
 GL1089
 GL1089;                    North         East    Units  Estimated Accuracy
 GL1089;SPC NM E     -   638,200.      204,440.      MT  (+/- 180 meters Scaled)
 GL1089
 GL1089                          SUPERSEDED SURVEY CONTROL
 GL1089
 GL1089  NGVD 29 (??/??/92) 2067.271  (m)         6782.37   (f) ADJ UNCH    1 2
 GL1089
 GL1089.Superseded values are not recommended for survey control.
 GL1089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1089.See file dsdata.txt to determine how the superseded data were derived.
 GL1089
 GL1089_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEA989680(NAD 83)
 GL1089_MARKER: DB = BENCH MARK DISK
 GL1089_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GL1089_SP_SET: CULVERT
 GL1089_STAMPING: J 291 1955
 GL1089_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GL1089_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GL1089+SATELLITE: SATELLITE OBSERVATIONS - August 10, 2005
 GL1089
 GL1089  HISTORY     - Date     Condition        Report By
 GL1089  HISTORY     - 1955     MONUMENTED       CGS
 GL1089  HISTORY     - 20040806 GOOD             USPSQD
 GL1089  HISTORY     - 20050810 GOOD             USPSQD
 GL1089
 GL1089                          STATION DESCRIPTION
 GL1089
 GL1089'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GL1089'3.25 MI W FROM DES MOINES.
 GL1089'3.25 MILES WEST ALONG U.S. HIGHWAYS 64 AND 87 FROM THE POST OFFICE AT
 GL1089'DES MOINES, 16 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, SET IN
 GL1089'THE TOP OF THE EAST END OF THE NORTH HEADWALL OF A CONCRETE CULVERT.
 GL1089
 GL1089                          STATION RECOVERY (2004)
 GL1089
 GL1089'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 GL1089'RECOVERED IN GOOD CONDITION.
 GL1089
 GL1089                          STATION RECOVERY (2005)
 GL1089
 GL1089'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 GL1089'FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0647 ***********************************************************************
 GL0647  DESIGNATION -  J 292
 GL0647  PID         -  GL0647
 GL0647  STATE/COUNTY-  NM/UNION
 GL0647  USGS QUAD   -  BLACK CANYON (1966)
 GL0647
 GL0647                         *CURRENT SURVEY CONTROL
 GL0647  ___________________________________________________________________
 GL0647* NAD 83(1986)-  36 25 25.     (N)    103 27 04.     (W)     SCALED    
 GL0647* NAVD 88     -      1646.880  (meters)    5403.14   (feet)  ADJUSTED  
 GL0647  ___________________________________________________________________
 GL0647  GEOID HEIGHT-         -20.95  (meters)                     GEOID03
 GL0647  DYNAMIC HT  -        1644.895 (meters)    5396.63  (feet)  COMP
 GL0647  MODELED GRAV-     979,368.4   (mgal)                       NAVD 88
 GL0647
 GL0647  VERT ORDER  -  SECOND    CLASS 0
 GL0647
 GL0647.The horizontal coordinates were scaled from a topographic map and have
 GL0647.an estimated accuracy of +/- 6 seconds.
 GL0647
 GL0647.The orthometric height was determined by differential leveling
 GL0647.and adjusted by the National Geodetic Survey in June 1991..
 GL0647
 GL0647.The geoid height was determined by GEOID03.
 GL0647
 GL0647.The dynamic height is computed by dividing the NAVD 88
 GL0647.geopotential number by the normal gravity value computed on the
 GL0647.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0647.degrees latitude (g = 980.6199 gals.).
 GL0647
 GL0647.The modeled gravity was interpolated from observed gravity values.
 GL0647
 GL0647;                    North         East    Units  Estimated Accuracy
 GL0647;SPC NM E     -   601,880.      244,110.      MT  (+/- 180 meters Scaled)
 GL0647
 GL0647                          SUPERSEDED SURVEY CONTROL
 GL0647
 GL0647  NGVD 29 (??/??/92) 1646.089  (m)         5400.54   (f) ADJ UNCH    2 0
 GL0647
 GL0647.Superseded values are not recommended for survey control.
 GL0647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0647.See file dsdata.txt to determine how the superseded data were derived.
 GL0647
 GL0647_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA388320(NAD 83)
 GL0647_MARKER: DB = BENCH MARK DISK
 GL0647_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GL0647_SP_SET: 25 FEET
 GL0647_STAMPING: J 292 1955
 GL0647_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GL0647
 GL0647  HISTORY     - Date     Condition        Report By
 GL0647  HISTORY     - 1955     MONUMENTED       CGS
 GL0647
 GL0647                          STATION DESCRIPTION
 GL0647
 GL0647'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GL0647'9.0 MI S FROM MOUNT DORA.
 GL0647'0.2 MILE NORTHWEST ALONG THE COLORADO AND SOUTHERN RAILROAD FROM THE
 GL0647'WATER TANK AT MOUNT DORA, THENCE 5.8 MILES SOUTH ALONG A GRADED DIRT
 GL0647'ROAD, THENCE 1.0 MILE EAST ALONG A GRADED DIRT ROAD THENCE 1.0 MILE
 GL0647'SOUTH ALONG A GRADED DIRT ROAD, THENCE 1.0 MILE EAST ALONG A GRADED
 GL0647'DIRT ROAD, 94 FEET SOUTH OF THE CENTER LINE OF AN EAST AND WEST GRADED
 GL0647'DIRT ROAD, 23 FEET WEST OF THE CENTER LINE OF A GRADED DIRT ROAD
 GL0647'LEADING SOUTH, 148.6 FEET WEST OF BENCH MARK K 292, 20 FEET NORTHWEST
 GL0647'OF THE NORTHWEST CORNER OF A CATTLE GUARD, 2 FEET EAST OF A FENCE, 2
 GL0647'FEET EAST OF A WITNESS POST, IN A 4 INCH TILE PIPE, 0.1 FOOT ABOVE THE
 GL0647'GROUND, CLAMPED ON THE TOP OF A 1/2 INCH COPPER COATED STEEL ROD WHICH
 GL0647'IS DRIVEN 25 FEET IN THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0192 ***********************************************************************
 FN0192  DESIGNATION -  J 292
 FN0192  PID         -  FN0192
 FN0192  STATE/COUNTY-  NM/SAN MIGUEL
 FN0192  USGS QUAD   -  SAN GERONIMO (1961)
 FN0192
 FN0192                         *CURRENT SURVEY CONTROL
 FN0192  ___________________________________________________________________
 FN0192* NAD 83(1986)-  35 36 08.     (N)    105 24 12.     (W)     SCALED    
 FN0192* NAVD 88     -      2095.402  (meters)    6874.66   (feet)  ADJUSTED  
 FN0192  ___________________________________________________________________
 FN0192  GEOID HEIGHT-         -18.26  (meters)                     GEOID03
 FN0192  DYNAMIC HT  -        2092.454 (meters)    6864.99  (feet)  COMP
 FN0192  MODELED GRAV-     979,151.6   (mgal)                       NAVD 88
 FN0192
 FN0192  VERT ORDER  -  SECOND    CLASS 0
 FN0192
 FN0192.The horizontal coordinates were scaled from a topographic map and have
 FN0192.an estimated accuracy of +/- 6 seconds.
 FN0192
 FN0192.The orthometric height was determined by differential leveling
 FN0192.and adjusted by the National Geodetic Survey in June 1991..
 FN0192
 FN0192.The geoid height was determined by GEOID03.
 FN0192
 FN0192.The dynamic height is computed by dividing the NAVD 88
 FN0192.geopotential number by the normal gravity value computed on the
 FN0192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FN0192.degrees latitude (g = 980.6199 gals.).
 FN0192
 FN0192.The modeled gravity was interpolated from observed gravity values.
 FN0192
 FN0192;                    North         East    Units  Estimated Accuracy
 FN0192;SPC NM E     -   510,910.       68,050.      MT  (+/- 180 meters Scaled)
 FN0192
 FN0192                          SUPERSEDED SURVEY CONTROL
 FN0192
 FN0192  NGVD 29 (??/??/92) 2094.385  (m)         6871.33   (f) ADJ UNCH    2 0
 FN0192
 FN0192.Superseded values are not recommended for survey control.
 FN0192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0192.See file dsdata.txt to determine how the superseded data were derived.
 FN0192
 FN0192_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV634399(NAD 83)
 FN0192_MARKER: DB = BENCH MARK DISK
 FN0192_SETTING: 66 = SET IN ROCK OUTCROP
 FN0192_SP_SET: SET IN ROCK OUTCROP
 FN0192_STAMPING: J 292 1957
 FN0192_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FN0192+STABILITY: POSITION/ELEVATION WELL
 FN0192
 FN0192  HISTORY     - Date     Condition        Report By
 FN0192  HISTORY     - 1957     MONUMENTED       CGS
 FN0192
 FN0192                          STATION DESCRIPTION
 FN0192
 FN0192'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FN0192'2.0 MI N FROM SAN GERONIMO.
 FN0192'0.1 MILE WEST ALONG A DIRT ROAD FROM THE SCHOOLHOUSE AT SAN GERONIMO,
 FN0192'THENCE 1.9 MILES NORTH ALONG A WINDING DIRT ROAD, 0.2 MILE NORTH OF A
 FN0192'CREEK CROSSING, 75 FEET WEST OF THE CENTER LINE OF THE ROAD, 12 FEET
 FN0192'WEST OF THE WEST BANK OF TECLOTE CREEK, 3 FEET BELOW THE LEVEL OF THE
 FN0192'ROAD, 0.7 FOOT ABOVE THE GROUND, SET IN THE TOP OF A LARGE FLAT ROCK
 FN0192'OUTCROP, IN SECTION 19, TOWNSHIP 16 NORTH, RANGE 15 EAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1081 ***********************************************************************
 GL1081  FBN         -  This is a Federal Base Network Control Station.
 GL1081  DESIGNATION -  J 293
 GL1081  PID         -  GL1081
 GL1081  STATE/COUNTY-  NM/UNION
 GL1081  USGS QUAD   -  LITTLE GRANDE (1972)
 GL1081
 GL1081                         *CURRENT SURVEY CONTROL
 GL1081  ___________________________________________________________________
 GL1081* NAD 83(1992)-  36 44 03.42363(N)    103 48 28.38633(W)     ADJUSTED  
 GL1081* NAVD 88     -      1987.015  (meters)    6519.06   (feet)  ADJUSTED  
 GL1081  ___________________________________________________________________
 GL1081  X           -  -1,221,799.345 (meters)                     COMP
 GL1081  Y           -  -4,971,322.356 (meters)                     COMP
 GL1081  Z           -   3,794,978.959 (meters)                     COMP
 GL1081  LAPLACE CORR-          -7.36  (seconds)                    DEFLEC99
 GL1081  ELLIP HEIGHT-        1967.71  (meters)          (05/26/00) GPS OBS
 GL1081  GEOID HEIGHT-         -19.29  (meters)                     GEOID03
 GL1081  DYNAMIC HT  -        1984.543 (meters)    6510.95  (feet)  COMP
 GL1081  MODELED GRAV-     979,315.7   (mgal)                       NAVD 88
 GL1081
 GL1081  HORZ ORDER  -  A
 GL1081  VERT ORDER  -  FIRST     CLASS II
 GL1081  ELLP ORDER  -  SECOND    CLASS I
 GL1081
 GL1081.The horizontal coordinates were established by GPS observations
 GL1081.and adjusted by the National Geodetic Survey in May 2000..
 GL1081
 GL1081.The orthometric height was determined by differential leveling
 GL1081.and adjusted by the National Geodetic Survey in June 1991..
 GL1081
 GL1081.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GL1081
 GL1081.The Laplace correction was computed from DEFLEC99 derived deflections.
 GL1081
 GL1081.The ellipsoidal height was determined by GPS observations
 GL1081.and is referenced to NAD 83.
 GL1081
 GL1081.The geoid height was determined by GEOID03.
 GL1081
 GL1081.The dynamic height is computed by dividing the NAVD 88
 GL1081.geopotential number by the normal gravity value computed on the
 GL1081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL1081.degrees latitude (g = 980.6199 gals.).
 GL1081
 GL1081.The modeled gravity was interpolated from observed gravity values.
 GL1081
 GL1081;                    North         East     Units Scale Factor Converg.
 GL1081;SPC NM E     -   636,119.700   211,929.194   MT  0.99993621   +0 18 51.4
 GL1081;SPC NM E     - 2,087,002.72    695,304.36   sFT  0.99993621   +0 18 51.4
 GL1081;UTM  13      - 4,066,058.673   606,439.851   MT  0.99973958   +0 42 47.1
 GL1081
 GL1081!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GL1081!SPC NM E     -   0.99969129  x   0.99993621  =   0.99962752
 GL1081!UTM  13      -   0.99969129  x   0.99973958  =   0.99943095
 GL1081
 GL1081                          SUPERSEDED SURVEY CONTROL
 GL1081
 GL1081  NAVD 88 (05/26/00) 1987.02   (m)         6519.1    (f) LEVELING    3  
 GL1081  NGVD 29 (??/??/92) 1986.058  (m)         6515.93   (f) ADJ UNCH    1 2
 GL1081
 GL1081.Superseded values are not recommended for survey control.
 GL1081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1081.See file dsdata.txt to determine how the superseded data were derived.
 GL1081
 GL1081_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA0644066059(NAD 83)
 GL1081_MARKER: DB = BENCH MARK DISK
 GL1081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL1081_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL1081_STAMPING: J 293 1955
 GL1081_MARK LOGO: CGS   
 GL1081_MAGNETIC: N = NO MAGNETIC MATERIAL
 GL1081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL1081+STABILITY: SURFACE MOTION
 GL1081_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GL1081+SATELLITE: SATELLITE OBSERVATIONS - August 10, 2005
 GL1081
 GL1081  HISTORY     - Date     Condition        Report By
 GL1081  HISTORY     - 1955     MONUMENTED       CGS
 GL1081  HISTORY     - 19981218 GOOD             NGS
 GL1081  HISTORY     - 20040623 GOOD             NMHD
 GL1081  HISTORY     - 20040806 GOOD             USPSQD
 GL1081  HISTORY     - 20050810 GOOD             USPSQD
 GL1081
 GL1081                          STATION DESCRIPTION
 GL1081
 GL1081'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GL1081'2.4 MI SE FROM DES MOINES.
 GL1081'2.4 MILES SOUTHEAST ALONG U.S. HIGHWAYS 64 AND 87 FROM THE POST OFFICE
 GL1081'AT DES MOINES, 106 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 GL1081'48 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE COLORADO AND SOUTHERN
 GL1081'RAILROAD, 4 1/2 POLES SOUTHEAST OF MILEPOST 295, ON THE EXTENDED
 GL1081'CENTER LINE OF A PRIVATE ROAD LEADING SOUTHWEST, 8 FEET SOUTHWEST OF A
 GL1081'TELEPHONE POLE, 2.3 FEET NORTHEAST OF A WITNESS POST, 4 FEET ABOVE THE
 GL1081'LEVEL OF THE HIGHWAY, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 GL1081'0.5 FOOT ABOVE THE GROUND.
 GL1081
 GL1081                          STATION RECOVERY (1998)
 GL1081
 GL1081'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (WAS)
 GL1081'THE STATION IS LOCATED ABOUT 3 MI (4.8 KM) SOUTHEAST OF DES MOINES,
 GL1081'BETWEEN US HIGHWAY 64, 87 AND THE BURLINGTON NORTHERN RAILROAD TRACKS.
 GL1081'OWNERSHIP--NEW MEXICO STATE HIGHWAY AND TRANSPORTATION DEPARTMENT -
 GL1081'RIGHT OF WAY, TELEPHONE 800-432-4269, 1120 CERRILLOS ROAD, SANTA FE NM
 GL1081'87504.  TO REACH THE STATION FROM THE INTERSECTION OF US HIGHWAY 64,87
 GL1081'AND STATE HIGHWAY 325 (THE FOLSOM HIGHWAY) ON THE EAST EDGE OF DES
 GL1081'MOINES, GO SOUTHEAST ON HIGHWAY 64, 87 FOR 2.8 MI (4.5 KM) TO A TRACK
 GL1081'ROAD ON THE RIGHT AND THE STATION ON THE LEFT, NORTHEAST SIDE OF THE
 GL1081'HIGHWAY.  THE STATION IS SET IN TOP OF A 0.3 M (1.0 FT) DIAMETER ROUND
 GL1081'CONCRETE POST FLUSH WITH GROUND.  LOCATED 14.7 M (48.2 FT) SOUTHWEST
 GL1081'OF THE SOUTHWEST RAILROAD RAIL, 32.1 M (105.3 FT) NORTHEAST OF THE
 GL1081'CENTERLINE OF THE HIGHWAY, ABOUT 0.25 MI (0.40 KM) SOUTHEAST OF
 GL1081'MILEPOST 388, IN LINE WITH THE EXTENDED CENTERLINE OF THE TRACK ROAD
 GL1081'ON THE OPPOSITE SIDE OF HIGHWAY AND 0.8 M (2.6 FT) SOUTHWEST OF A
 GL1081'FIBERGLASS WITNESS POST.
 GL1081
 GL1081                          STATION RECOVERY (2004)
 GL1081
 GL1081'RECOVERY NOTE BY NM HIGHWAY DEPT 2004 (WAB)
 GL1081'DESCRIPTION ADEQUATE.
 GL1081
 GL1081                          STATION RECOVERY (2004)
 GL1081
 GL1081'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 GL1081'RECOVERED IN GOOD CONDITION.
 GL1081
 GL1081                          STATION RECOVERY (2005)
 GL1081
 GL1081'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 GL1081'FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0271 ***********************************************************************
 FN0271  DESIGNATION -  J 293
 FN0271  PID         -  FN0271
 FN0271  STATE/COUNTY-  NM/SAN MIGUEL
 FN0271  USGS QUAD   -  SAN JOSE (1989)
 FN0271
 FN0271                         *CURRENT SURVEY CONTROL
 FN0271  ___________________________________________________________________
 FN0271* NAD 83(1986)-  35 29 00.     (N)    105 28 43.     (W)     SCALED    
 FN0271* NAVD 88     -      2060.247  (meters)    6759.33   (feet)  ADJUSTED  
 FN0271  ___________________________________________________________________
 FN0271  GEOID HEIGHT-         -18.56  (meters)                     GEOID03
 FN0271  DYNAMIC HT  -        2057.378 (meters)    6749.91  (feet)  COMP
 FN0271  MODELED GRAV-     979,166.8   (mgal)                       NAVD 88
 FN0271
 FN0271  VERT ORDER  -  SECOND    CLASS 0
 FN0271
 FN0271.The horizontal coordinates were scaled from a topographic map and have
 FN0271.an estimated accuracy of +/- 6 seconds.
 FN0271
 FN0271.The orthometric height was determined by differential leveling
 FN0271.and adjusted by the National Geodetic Survey in June 1991..
 FN0271
 FN0271.The geoid height was determined by GEOID03.
 FN0271
 FN0271.The dynamic height is computed by dividing the NAVD 88
 FN0271.geopotential number by the normal gravity value computed on the
 FN0271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FN0271.degrees latitude (g = 980.6199 gals.).
 FN0271
 FN0271.The modeled gravity was interpolated from observed gravity values.
 FN0271
 FN0271;                    North         East    Units  Estimated Accuracy
 FN0271;SPC NM E     -   497,800.       61,080.      MT  (+/- 180 meters Scaled)
 FN0271
 FN0271                          SUPERSEDED SURVEY CONTROL
 FN0271
 FN0271  NGVD 29 (??/??/92) 2059.286  (m)         6756.17   (f) ADJ UNCH    2 0
 FN0271
 FN0271.Superseded values are not recommended for survey control.
 FN0271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0271.See file dsdata.txt to determine how the superseded data were derived.
 FN0271
 FN0271_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV565267(NAD 83)
 FN0271_MARKER: DB = BENCH MARK DISK
 FN0271_SETTING: 66 = SET IN ROCK OUTCROP
 FN0271_SP_SET: SET IN ROCK OUTCROP
 FN0271_STAMPING: J 293 1957
 FN0271_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FN0271+STABILITY: POSITION/ELEVATION WELL
 FN0271
 FN0271  HISTORY     - Date     Condition        Report By
 FN0271  HISTORY     - 1957     MONUMENTED       CGS
 FN0271
 FN0271                          STATION DESCRIPTION
 FN0271
 FN0271'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FN0271'6.7 MI NE FROM SANDS.
 FN0271'0.1 MILE NORTHEAST ACROSS A PASTURE FROM THE ATCHISON, TOPEKA AND
 FN0271'SANTA FE RAILROAD STATION SIGN AT SANDS, THENCE 0.45 MILE EAST ALONG
 FN0271'U.S. HIGHWAYS 84 AND 85, THENCE 3.05 MILES NORTHEAST ALONG A WINDING
 FN0271'DIRT ROAD, THENCE 0.75 MILE NORTH ALONG THE LEFT FORK OF THE ROAD,
 FN0271'THENCE 2.35 MILES NORTHEAST ALONG A DIM MOUNTAIN ROAD, 0.1 MILE SOUTH
 FN0271'OF A CURVE IN THE ROAD, ON THE EAST SLOPE OF A WOODED HILL, 90 FEET
 FN0271'SOUTH OF THE CENTER OF A SMALL WASH, 21 FEET EAST OF THE CENTER LINE
 FN0271'OF THE ROAD, 2 FEET BELOW THE LEVEL OF THE ROAD, 0.2 FOOT ABOVE THE
 FN0271'GROUND, SET IN THE TOP OF THE SOUTH END OF A 2X4 FOOT ROCK OUTCROP, IN
 FN0271'THE SOUTHWEST 1/4 OF SECTION 32, TOWNSHIP 15 NORTH, RANGE 14 EAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0363 ***********************************************************************
 GM0363  DESIGNATION -  J 294
 GM0363  PID         -  GM0363
 GM0363  STATE/COUNTY-  NM/MORA
 GM0363  USGS QUAD   -  GUADALUPITA (1994)
 GM0363
 GM0363                         *CURRENT SURVEY CONTROL
 GM0363  ___________________________________________________________________
 GM0363* NAD 83(1986)-  36 07 57.     (N)    105 14 26.     (W)     SCALED    
 GM0363* NAVD 88     -      2314.258  (meters)    7592.69   (feet)  ADJUSTED  
 GM0363  ___________________________________________________________________
 GM0363  GEOID HEIGHT-         -17.54  (meters)                     GEOID03
 GM0363  DYNAMIC HT  -        2310.934 (meters)    7581.79  (feet)  COMP
 GM0363  MODELED GRAV-     979,113.6   (mgal)                       NAVD 88
 GM0363
 GM0363  VERT ORDER  -  SECOND    CLASS 0
 GM0363
 GM0363.The horizontal coordinates were scaled from a topographic map and have
 GM0363.an estimated accuracy of +/- 6 seconds.
 GM0363
 GM0363.The orthometric height was determined by differential leveling
 GM0363.and adjusted by the National Geodetic Survey in June 1991..
 GM0363
 GM0363.The geoid height was determined by GEOID03.
 GM0363
 GM0363.The dynamic height is computed by dividing the NAVD 88
 GM0363.geopotential number by the normal gravity value computed on the
 GM0363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GM0363.degrees latitude (g = 980.6199 gals.).
 GM0363
 GM0363.The modeled gravity was interpolated from observed gravity values.
 GM0363
 GM0363;                    North         East    Units  Estimated Accuracy
 GM0363;SPC NM E     -   569,600.       83,350.      MT  (+/- 180 meters Scaled)
 GM0363
 GM0363                          SUPERSEDED SURVEY CONTROL
 GM0363
 GM0363  NGVD 29 (??/??/92) 2313.043  (m)         7588.71   (f) ADJ UNCH    2 0
 GM0363
 GM0363.Superseded values are not recommended for survey control.
 GM0363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0363.See file dsdata.txt to determine how the superseded data were derived.
 GM0363
 GM0363_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV783986(NAD 83)
 GM0363_MARKER: DB = BENCH MARK DISK
 GM0363_SETTING: 66 = SET IN ROCK OUTCROP
 GM0363_SP_SET: ROCK OUTCROP
 GM0363_STAMPING: J 294 1957
 GM0363_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GM0363+STABILITY: POSITION/ELEVATION WELL
 GM0363
 GM0363  HISTORY     - Date     Condition        Report By
 GM0363  HISTORY     - 1957     MONUMENTED       CGS
 GM0363
 GM0363                          STATION DESCRIPTION
 GM0363
 GM0363'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GM0363'12.8 MI NE FROM MORA.
 GM0363'ABOUT 12.8 MILES NORTHEAST ALONG STATE HIGHWAY 38 FROM THE JUNCTION OF
 GM0363'STATE HIGHWAY 3 AT MORA, 0.1 MILE NORTH OF A 36-INCH STEEL TUBE
 GM0363'CULVERT UNDER THE HIGHWAY AND IN A DRY WASH, 60 FEET WEST OF THE
 GM0363'CENTER LINE OF THE HIGHWAY, AT THE SOUTH APPROACH TO A HILL, ON THE
 GM0363'EAST SLOPE OF A ROCKY HILL, 28 FEET NORTH-NORTHEAST OF A 10-INCH PINE
 GM0363'TREE, 3 FEET EAST-SOUTHEAST OF A 4-INCH PINE TREE, ABOUT 25 FEET ABOVE
 GM0363'THE LEVEL OF THE HIGHWAY, 0.8 MILE SOUTH OF THE SCHOOLHOUSE AT
 GM0363'GUADALUPITA, SET IN THE TOP OF A HARD ROCK OUTCROP WHICH PROJECTS 12
 GM0363'INCHES ON THE EAST SIDE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0250 ***********************************************************************
 GM0250  DESIGNATION -  J 295
 GM0250  PID         -  GM0250
 GM0250  STATE/COUNTY-  NM/COLFAX
 GM0250  USGS QUAD   -  EAGLE NEST (1995)
 GM0250
 GM0250                         *CURRENT SURVEY CONTROL
 GM0250  ___________________________________________________________________
 GM0250* NAD 83(1986)-  36 31 47.     (N)    105 16 26.     (W)     SCALED    
 GM0250* NAVD 88     -      2513.882  (meters)    8247.63   (feet)  ADJUSTED  
 GM0250  ___________________________________________________________________
 GM0250  GEOID HEIGHT-         -16.68  (meters)                     GEOID03
 GM0250  DYNAMIC HT  -        2510.294 (meters)    8235.86  (feet)  COMP
 GM0250  MODELED GRAV-     979,113.6   (mgal)                       NAVD 88
 GM0250
 GM0250  VERT ORDER  -  FIRST     CLASS II
 GM0250
 GM0250.The horizontal coordinates were scaled from a topographic map and have
 GM0250.an estimated accuracy of +/- 6 seconds.
 GM0250
 GM0250.The orthometric height was determined by differential leveling
 GM0250.and adjusted by the National Geodetic Survey in June 1991..
 GM0250
 GM0250.The geoid height was determined by GEOID03.
 GM0250
 GM0250.The dynamic height is computed by dividing the NAVD 88
 GM0250.geopotential number by the normal gravity value computed on the
 GM0250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GM0250.degrees latitude (g = 980.6199 gals.).
 GM0250
 GM0250.The modeled gravity was interpolated from observed gravity values.
 GM0250
 GM0250;                    North         East    Units  Estimated Accuracy
 GM0250;SPC NM E     -   613,700.       80,770.      MT  (+/- 180 meters Scaled)
 GM0250
 GM0250                          SUPERSEDED SURVEY CONTROL
 GM0250
 GM0250  NGVD 29 (??/??/92) 2512.631  (m)         8243.52   (f) ADJ UNCH    1 2
 GM0250
 GM0250.Superseded values are not recommended for survey control.
 GM0250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0250.See file dsdata.txt to determine how the superseded data were derived.
 GM0250
 GM0250_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDA754427(NAD 83)
 GM0250_MARKER: DB = BENCH MARK DISK
 GM0250_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GM0250_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GM0250_STAMPING: J 295 1957
 GM0250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GM0250+STABILITY: SURFACE MOTION
 GM0250
 GM0250  HISTORY     - Date     Condition        Report By
 GM0250  HISTORY     - 1957     MONUMENTED       CGS
 GM0250  HISTORY     - 1961     GOOD             NGS
 GM0250
 GM0250                          STATION DESCRIPTION
 GM0250
 GM0250'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GM0250'2.15 MI S FROM EAGLE NEST.
 GM0250'ABOUT 2.15 MILES SOUTH ALONG U.S. HIGHWAY 64 FROM THE JUNCTION OF
 GM0250'STATE HIGHWAY 38 AT EAGLE NEST, 113 FEET EAST OF THE CENTER LINE OF
 GM0250'THE HIGHWAY, 13 FEET WEST OF A POWER POLE, 12 FEET EAST OF A FENCE
 GM0250'CORNER, 1 1/2 FEET NORTH OF A FENCE LINE, 2 1/2 FEET WEST OF A WHITE
 GM0250'WOODEN WITNESS POST, ABOUT 5 FEET BELOW THE LEVEL OF THE HIGHWAY AND
 GM0250'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 7 INCHES.
 GM0250
 GM0250                          STATION RECOVERY (1961)
 GM0250
 GM0250'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 GM0250'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0582 ***********************************************************************
 FM0582  DESIGNATION -  J 296
 FM0582  PID         -  FM0582
 FM0582  STATE/COUNTY-  NM/HARDING
 FM0582  USGS QUAD   -  FUENTES RANCH (1969)
 FM0582
 FM0582                         *CURRENT SURVEY CONTROL
 FM0582  ___________________________________________________________________
 FM0582* NAD 83(1986)-  35 30 09.     (N)    103 30 02.     (W)     SCALED    
 FM0582* NAVD 88     -      1244.287  (meters)    4082.30   (feet)  ADJUSTED  
 FM0582  ___________________________________________________________________
 FM0582  GEOID HEIGHT-         -22.73  (meters)                     GEOID03
 FM0582  DYNAMIC HT  -        1242.784 (meters)    4077.37  (feet)  COMP
 FM0582  MODELED GRAV-     979,382.2   (mgal)                       NAVD 88
 FM0582
 FM0582  VERT ORDER  -  SECOND    CLASS 0
 FM0582
 FM0582.The horizontal coordinates were scaled from a topographic map and have
 FM0582.an estimated accuracy of +/- 6 seconds.
 FM0582
 FM0582.The orthometric height was determined by differential leveling
 FM0582.and adjusted by the National Geodetic Survey in June 1991..
 FM0582
 FM0582.The geoid height was determined by GEOID03.
 FM0582
 FM0582.The dynamic height is computed by dividing the NAVD 88
 FM0582.geopotential number by the normal gravity value computed on the
 FM0582.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0582.degrees latitude (g = 980.6199 gals.).
 FM0582
 FM0582.The modeled gravity was interpolated from observed gravity values.
 FM0582
 FM0582;                    North         East    Units  Estimated Accuracy
 FM0582;SPC NM E     -   499,640.      240,550.      MT  (+/- 180 meters Scaled)
 FM0582
 FM0582                          SUPERSEDED SURVEY CONTROL
 FM0582
 FM0582  NGVD 29 (??/??/92) 1243.692  (m)         4080.35   (f) ADJ UNCH    2 0
 FM0582
 FM0582.Superseded values are not recommended for survey control.
 FM0582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0582.See file dsdata.txt to determine how the superseded data were derived.
 FM0582
 FM0582_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFV359298(NAD 83)
 FM0582_MARKER: DB = BENCH MARK DISK
 FM0582_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0582_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0582_STAMPING: J 296 1957
 FM0582_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0582+STABILITY: SURFACE MOTION
 FM0582
 FM0582  HISTORY     - Date     Condition        Report By
 FM0582  HISTORY     - 1957     MONUMENTED       CGS
 FM0582
 FM0582                          STATION DESCRIPTION
 FM0582
 FM0582'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FM0582'10.35 MI NW FROM LOGAN.
 FM0582'ABOUT 10.35 MILES NORTHWEST ALONG STATE HIGHWAY 39 FROM THE JUNCTION
 FM0582'OF U.S. HIGHWAY 54 AT LOGAN, IN SECTION 25, T. 15 N., R. 32 E., AT THE
 FM0582'JUNCTION OF A PRIVATE ROAD EAST TO A FARM HOUSE, 72 FEET NORTHEAST OF
 FM0582'THE CENTER LINE OF THE HIGHWAY, 77 FEET NORTH-NORTHEAST OF THE CENTER
 FM0582'OF THE INTERSECTION, 37 FEET NORTHWEST OF THE CENTER OF THE GATE
 FM0582'ACROSS THE PRIVATE ROAD, 2 FEET SOUTHWEST OF THE FENCE, 2 1/2 FEET
 FM0582'SOUTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY
 FM0582'AND IN THE TOP OF A CONCRETE POST WHICH PROJECTS 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0771 ***********************************************************************
 FM0771  DESIGNATION -  J 297
 FM0771  PID         -  FM0771
 FM0771  STATE/COUNTY-  NM/HARDING
 FM0771  USGS QUAD   -  BUFFALO SPRINGS (1969)
 FM0771
 FM0771                         *CURRENT SURVEY CONTROL
 FM0771  ___________________________________________________________________
 FM0771* NAD 83(1986)-  35 43 15.     (N)    103 44 55.     (W)     SCALED    
 FM0771* NAVD 88     -      1316.960  (meters)    4320.73   (feet)  ADJUSTED  
 FM0771  ___________________________________________________________________
 FM0771  GEOID HEIGHT-         -21.56  (meters)                     GEOID03
 FM0771  DYNAMIC HT  -        1315.381 (meters)    4315.55  (feet)  COMP
 FM0771  MODELED GRAV-     979,388.2   (mgal)                       NAVD 88
 FM0771
 FM0771  VERT ORDER  -  SECOND    CLASS 0
 FM0771
 FM0771.The horizontal coordinates were scaled from a topographic map and have
 FM0771.an estimated accuracy of +/- 6 seconds.
 FM0771
 FM0771.The orthometric height was determined by differential leveling
 FM0771.and adjusted by the National Geodetic Survey in June 1991..
 FM0771
 FM0771.The geoid height was determined by GEOID03.
 FM0771
 FM0771.The dynamic height is computed by dividing the NAVD 88
 FM0771.geopotential number by the normal gravity value computed on the
 FM0771.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0771.degrees latitude (g = 980.6199 gals.).
 FM0771
 FM0771.The modeled gravity was interpolated from observed gravity values.
 FM0771
 FM0771;                    North         East    Units  Estimated Accuracy
 FM0771;SPC NM E     -   523,700.      217,900.      MT  (+/- 180 meters Scaled)
 FM0771
 FM0771                          SUPERSEDED SURVEY CONTROL
 FM0771
 FM0771  NGVD 29 (??/??/92) 1316.330  (m)         4318.66   (f) ADJ UNCH    2 0
 FM0771
 FM0771.Superseded values are not recommended for survey control.
 FM0771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0771.See file dsdata.txt to determine how the superseded data were derived.
 FM0771
 FM0771_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFV131537(NAD 83)
 FM0771_MARKER: DB = BENCH MARK DISK
 FM0771_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0771_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0771_STAMPING: J 297 1957
 FM0771_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0771+STABILITY: SURFACE MOTION
 FM0771
 FM0771  HISTORY     - Date     Condition        Report By
 FM0771  HISTORY     - 1957     MONUMENTED       CGS
 FM0771
 FM0771                          STATION DESCRIPTION
 FM0771
 FM0771'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FM0771'16.5 MI SE FROM MOSQUERO.
 FM0771'ABOUT 16.5 MILES SOUTHEAST ALONG STATE HIGHWAY 39 FROM THE CITY WATER
 FM0771'TANK AT MOSQUERO, IN SECTION 10, T. 17 N., R. 30 E., 73 FEET EAST OF
 FM0771'THE CENTER LINE OF THE HIGHWAY, 113 FEET NORTH OF THE EAST END OF THE
 FM0771'MOST NORTHERLY OF SEVEN 3-FOOT CONCRETE PIPE CULVERTS, 2 FEET WEST OF
 FM0771'THE FENCE LINE, 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT
 FM0771'LEVEL WITH THE ROAD AND IN THE TOP OF A CONCRETE POST WHICH PROJECTS 5
 FM0771'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0428 ***********************************************************************
 FO0428  DESIGNATION -  J 298
 FO0428  PID         -  FO0428
 FO0428  STATE/COUNTY-  NM/SANDOVAL
 FO0428  USGS QUAD   -  SAN YSIDRO (1969)
 FO0428
 FO0428                         *CURRENT SURVEY CONTROL
 FO0428  ___________________________________________________________________
 FO0428* NAD 83(1986)-  35 33 59.     (N)    106 46 03.     (W)     SCALED    
 FO0428* NAVD 88     -      1668.047  (meters)    5472.58   (feet)  ADJUSTED  
 FO0428  ___________________________________________________________________
 FO0428  GEOID HEIGHT-         -20.31  (meters)                     GEOID03
 FO0428  DYNAMIC HT  -        1665.822 (meters)    5465.28  (feet)  COMP
 FO0428  MODELED GRAV-     979,241.6   (mgal)                       NAVD 88
 FO0428
 FO0428  VERT ORDER  -  SECOND    CLASS 0
 FO0428
 FO0428.The horizontal coordinates were scaled from a topographic map and have
 FO0428.an estimated accuracy of +/- 6 seconds.
 FO0428
 FO0428.The orthometric height was determined by differential leveling
 FO0428.and adjusted by the National Geodetic Survey in June 1991..
 FO0428
 FO0428.The geoid height was determined by GEOID03.
 FO0428
 FO0428.The dynamic height is computed by dividing the NAVD 88
 FO0428.geopotential number by the normal gravity value computed on the
 FO0428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0428.degrees latitude (g = 980.6199 gals.).
 FO0428
 FO0428.The modeled gravity was interpolated from observed gravity values.
 FO0428
 FO0428;                    North         East    Units  Estimated Accuracy
 FO0428;SPC NM C     -   506,530.      453,090.      MT  (+/- 180 meters Scaled)
 FO0428
 FO0428                          SUPERSEDED SURVEY CONTROL
 FO0428
 FO0428  NGVD 29 (??/??/92) 1667.145  (m)         5469.62   (f) ADJ UNCH    2 0
 FO0428
 FO0428.Superseded values are not recommended for survey control.
 FO0428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0428.See file dsdata.txt to determine how the superseded data were derived.
 FO0428
 FO0428_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV398372(NAD 83)
 FO0428_MARKER: DB = BENCH MARK DISK
 FO0428_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FO0428_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FO0428_STAMPING: J 298 1957
 FO0428_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO0428+STABILITY: SURFACE MOTION
 FO0428
 FO0428  HISTORY     - Date     Condition        Report By
 FO0428  HISTORY     - 1957     MONUMENTED       CGS
 FO0428  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 FO0428
 FO0428                          STATION DESCRIPTION
 FO0428
 FO0428'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FO0428'1.15 MI NE FROM SAN YSIDRO.
 FO0428'ABOUT 1.15 MILES NORTHEAST ALONG STATE HIGHWAY 4 FROM THE TRIANGLE
 FO0428'TAVERN AT SAN YSIDRO, 64 1/2 FEET SOUTH-SOUTHWEST OF THE SOUTHWEST
 FO0428'CORNER OF THE CATHOLIC CHURCH, 40 FEET EAST OF THE CENTERLINE OF THE
 FO0428'HIGHWAY, 23 FEET NORTH OF THE SOUTHWEST CORNER OF THE CHURCH YARD
 FO0428'FENCE, 1 1/2 FEET WEST OF A FENCE LINE, 2 FEET NORTH OF A WHITE WOODEN
 FO0428'WITNESS POST,2 FEET BELOW THE LEVEL OF THE HIGHWAY,SET IN THE TOP OF A
 FO0428'CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 FO0428
 FO0428                          STATION RECOVERY (1989)
 FO0428
 FO0428'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 FO0428'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0463 ***********************************************************************
 FO0463  DESIGNATION -  J 299
 FO0463  PID         -  FO0463
 FO0463  STATE/COUNTY-  NM/SANDOVAL
 FO0463  USGS QUAD   -  LA VENTANA (1970)
 FO0463
 FO0463                         *CURRENT SURVEY CONTROL
 FO0463  ___________________________________________________________________
 FO0463* NAD 83(1986)-  35 46 34.     (N)    106 56 33.     (W)     SCALED    
 FO0463* NAVD 88     -      2037.600  (meters)    6685.03   (feet)  ADJUSTED  
 FO0463  ___________________________________________________________________
 FO0463  GEOID HEIGHT-         -19.78  (meters)                     GEOID03
 FO0463  DYNAMIC HT  -        2034.760 (meters)    6675.71  (feet)  COMP
 FO0463  MODELED GRAV-     979,166.7   (mgal)                       NAVD 88
 FO0463
 FO0463  VERT ORDER  -  SECOND    CLASS 0
 FO0463
 FO0463.The horizontal coordinates were scaled from a topographic map and have
 FO0463.an estimated accuracy of +/- 6 seconds.
 FO0463
 FO0463.The orthometric height was determined by differential leveling
 FO0463.and adjusted by the National Geodetic Survey in June 1991..
 FO0463
 FO0463.The geoid height was determined by GEOID03.
 FO0463
 FO0463.The dynamic height is computed by dividing the NAVD 88
 FO0463.geopotential number by the normal gravity value computed on the
 FO0463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0463.degrees latitude (g = 980.6199 gals.).
 FO0463
 FO0463.The modeled gravity was interpolated from observed gravity values.
 FO0463
 FO0463;                    North         East    Units  Estimated Accuracy
 FO0463;SPC NM C     -   529,900.      437,390.      MT  (+/- 180 meters Scaled)
 FO0463
 FO0463                          SUPERSEDED SURVEY CONTROL
 FO0463
 FO0463  NGVD 29 (??/??/92) 2036.551  (m)         6681.58   (f) ADJ UNCH    2 0
 FO0463
 FO0463.Superseded values are not recommended for survey control.
 FO0463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0463.See file dsdata.txt to determine how the superseded data were derived.
 FO0463
 FO0463_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV244608(NAD 83)
 FO0463_MARKER: DB = BENCH MARK DISK
 FO0463_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FO0463_SP_SET: CULVERT
 FO0463_STAMPING: J 299 1957
 FO0463_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FO0463
 FO0463  HISTORY     - Date     Condition        Report By
 FO0463  HISTORY     - 1957     MONUMENTED       CGS
 FO0463
 FO0463                          STATION DESCRIPTION
 FO0463
 FO0463'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FO0463'18.3 MI S FROM CUBA.
 FO0463'ABOUT 18.3 MILES SOUTH ALONG STATE HIGHWAY 44 FROM THE BRIDGE OVER THE
 FO0463'RIO PUERCO AT CUBA, ABOUT MIDWAY BETWEEN TWO PROMINENT RIDGES, 16 FEET
 FO0463'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, SET IN THE TOP AND CENTER
 FO0463'OF THE SOUTHWEST HEADWALL OF A CONCRETE CULVERT UNDER THE HIGHWAY,
 FO0463'ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0464 ***********************************************************************
 FO0464  DESIGNATION -  J 299 RESET
 FO0464  PID         -  FO0464
 FO0464  STATE/COUNTY-  NM/SANDOVAL
 FO0464  USGS QUAD   -  LA VENTANA (1970)
 FO0464
 FO0464                         *CURRENT SURVEY CONTROL
 FO0464  ___________________________________________________________________
 FO0464* NAD 83(1986)-  35 46 34.     (N)    106 56 33.     (W)     SCALED    
 FO0464* NAVD 88     -      2037.72   (meters)    6685.4    (feet)  RESET     
 FO0464  ___________________________________________________________________
 FO0464  GEOID HEIGHT-         -19.78  (meters)                     GEOID03
 FO0464
 FO0464  VERT ORDER  -  THIRD
 FO0464
 FO0464.The horizontal coordinates were scaled from a topographic map and have
 FO0464.an estimated accuracy of +/- 6 seconds.
 FO0464
 FO0464.The orthometric height was computed from unverified reset data.
 FO0464
 FO0464.The geoid height was determined by GEOID03.
 FO0464
 FO0464;                    North         East    Units  Estimated Accuracy
 FO0464;SPC NM C     -   529,900.      437,390.      MT  (+/- 180 meters Scaled)
 FO0464
 FO0464                          SUPERSEDED SURVEY CONTROL
 FO0464
 FO0464.No superseded survey control is available for this station.
 FO0464
 FO0464_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV244608(NAD 83)
 FO0464_MARKER: DD = SURVEY DISK
 FO0464_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FO0464_SP_SET: CULVERT
 FO0464_STAMPING: J 299 1957 RESET 1966
 FO0464_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FO0464
 FO0464  HISTORY     - Date     Condition        Report By
 FO0464  HISTORY     - 1966     MONUMENTED       MNHD
 FO0464  HISTORY     - 1970     GOOD             USGS
 FO0464
 FO0464                          STATION DESCRIPTION
 FO0464
 FO0464'DESCRIBED BY MN HIGHWAY DEPT 1966
 FO0464'18.3 MI S FROM CUBA.
 FO0464'ABOUT 18.3 MILES SOUTH ALONG STATE HIGHWAY 44 FROM THE BRIDGE OVER THE
 FO0464'RIO PUERCO AT CUBA, ABOUT MIDWAY BETWEEN TWO PROMINENT RIDGES, 35.5
 FO0464'FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, ABOUT 7 FEET BELOW
 FO0464'THE LEVEL OF THE HIGHWAY, SET IN THE  TOP OF THE SOUTHWEST HEADWALL OF
 FO0464'A 5 X 7 FT. CONCRETE BOX CULVERT.
 FO0464
 FO0464                          STATION RECOVERY (1970)
 FO0464
 FO0464'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 FO0464'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0180 ***********************************************************************
 FO0180  DESIGNATION -  J 3
 FO0180  PID         -  FO0180
 FO0180  STATE/COUNTY-  NM/BERNALILLO
 FO0180  USGS QUAD   -  SEDILLO (1995)
 FO0180
 FO0180                         *CURRENT SURVEY CONTROL
 FO0180  ___________________________________________________________________
 FO0180* NAD 83(1986)-  35 00 58.     (N)    106 20 22.     (W)     SCALED    
 FO0180* NAVD 88     -      2192.851  (meters)    7194.38   (feet)  ADJUSTED  
 FO0180  ___________________________________________________________________
 FO0180  GEOID HEIGHT-         -19.46  (meters)                     GEOID03
 FO0180  DYNAMIC HT  -        2189.720 (meters)    7184.11  (feet)  COMP
 FO0180  MODELED GRAV-     979,127.1   (mgal)                       NAVD 88
 FO0180
 FO0180  VERT ORDER  -  SECOND    CLASS 0
 FO0180
 FO0180.The horizontal coordinates were scaled from a topographic map and have
 FO0180.an estimated accuracy of +/- 6 seconds.
 FO0180
 FO0180.The orthometric height was determined by differential leveling
 FO0180.and adjusted by the National Geodetic Survey in June 1991..
 FO0180
 FO0180.The geoid height was determined by GEOID03.
 FO0180
 FO0180.The dynamic height is computed by dividing the NAVD 88
 FO0180.geopotential number by the normal gravity value computed on the
 FO0180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0180.degrees latitude (g = 980.6199 gals.).
 FO0180
 FO0180.The modeled gravity was interpolated from observed gravity values.
 FO0180
 FO0180;                    North         East    Units  Estimated Accuracy
 FO0180;SPC NM C     -   445,370.      491,840.      MT  (+/- 180 meters Scaled)
 FO0180
 FO0180                          SUPERSEDED SURVEY CONTROL
 FO0180
 FO0180  NGVD 29 (??/??/92) 2191.944  (m)         7191.40   (f) ADJ UNCH    2 0
 FO0180
 FO0180.Superseded values are not recommended for survey control.
 FO0180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0180.See file dsdata.txt to determine how the superseded data were derived.
 FO0180
 FO0180_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU777756(NAD 83)
 FO0180_MARKER: DD = SURVEY DISK
 FO0180_SETTING: 66 = SET IN ROCK OUTCROP
 FO0180_SP_SET: OUTCROP
 FO0180_STAMPING: J 3 1934
 FO0180_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FO0180+STABILITY: POSITION/ELEVATION WELL
 FO0180
 FO0180  HISTORY     - Date     Condition        Report By
 FO0180  HISTORY     - 1934     MONUMENTED       USFS
 FO0180  HISTORY     - 1954     MARK NOT FOUND   USGS
 FO0180
 FO0180                          STATION DESCRIPTION
 FO0180
 FO0180'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 FO0180'5.2 MI NW FROM YRISARRI.
 FO0180'5.2 MILES NORTHWEST ALONG THE TIJERAS RANGER STATION ROAD FROM
 FO0180'YRISARRI, BERNALILLO COUNTY, 100 YARDS SOUTHEAST OF THE SOUTH END OF A
 FO0180'GUARDRAIL, 96 FEET SOUTHEAST OF U.S. BUREAU OF PUBLIC ROADS STATION
 FO0180'400, 57 FEET EAST OF THE CENTERLINE OF THE ROAD, 25 FEET WEST OF A
 FO0180'DRAIN, AND IN THE TOP OF A ROCK OUTCROP.  A UNITED STATES FOREST
 FO0180'SERVICE STANDARD DISK, STAMPED J 3 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0449 ***********************************************************************
 EO0449  DESIGNATION -  J 3
 EO0449  PID         -  EO0449
 EO0449  STATE/COUNTY-  NM/ROOSEVELT
 EO0449  USGS QUAD   -  KRIDER (1987)
 EO0449
 EO0449                         *CURRENT SURVEY CONTROL
 EO0449  ___________________________________________________________________
 EO0449* NAD 83(1986)-  34 26 01.     (N)    103 50 11.     (W)     SCALED    
 EO0449* NAVD 88     -      1313.989  (meters)    4310.98   (feet)  POSTED    
 EO0449  ___________________________________________________________________
 EO0449  GEOID HEIGHT-         -23.37  (meters)                     GEOID03
 EO0449  DYNAMIC HT  -        1312.260 (meters)    4305.31  (feet)  COMP
 EO0449  MODELED GRAV-     979,270.8   (mgal)                       NAVD 88
 EO0449
 EO0449  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EO0449
 EO0449.The horizontal coordinates were scaled from a topographic map and have
 EO0449.an estimated accuracy of +/- 6 seconds.
 EO0449
 EO0449.The orthometric height was determined by differential leveling
 EO0449.and adjusted by the National Geodetic Survey in 1992..
 EO0449.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EO0449.rate of 0.0 thru 1.0 mm/km.
 EO0449
 EO0449.The geoid height was determined by GEOID03.
 EO0449
 EO0449.The dynamic height is computed by dividing the NAVD 88
 EO0449.geopotential number by the normal gravity value computed on the
 EO0449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0449.degrees latitude (g = 980.6199 gals.).
 EO0449
 EO0449.The modeled gravity was interpolated from observed gravity values.
 EO0449
 EO0449;                    North         East    Units  Estimated Accuracy
 EO0449;SPC NM E     -   380,860.      210,670.      MT  (+/- 180 meters Scaled)
 EO0449
 EO0449                          SUPERSEDED SURVEY CONTROL
 EO0449
 EO0449.No superseded survey control is available for this station.
 EO0449
 EO0449_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFU069108(NAD 83)
 EO0449_MARKER: P = PIPE CAP
 EO0449_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EO0449_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EO0449_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EO0449
 EO0449  HISTORY     - Date     Condition        Report By
 EO0449  HISTORY     - UNK      MONUMENTED       CGS
 EO0449  HISTORY     - 1958     MARK NOT FOUND   NGS
 EO0449
 EO0449                          STATION DESCRIPTION
 EO0449
 EO0449'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 EO0449'IN KRIDER.
 EO0449'AT KRIDER, ROOSEVELT COUNTY, ABOUT 100 FEET SOUTH OF THE CENTER LINE
 EO0449'OF THE ATCHISON, TOPEKA AND SANTA FE RAILWAY TRACK AT THE STATION,
 EO0449'JUST OUTSIDE THE RIGHT OF WAY FENCE, AND ABOUT 55 YARDS WEST OF THE
 EO0449'GATE.  A STANDARD CAP FASTENED ON THE TOP OF A 3- 1/2 INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0384 ***********************************************************************
 GM0384  DESIGNATION -  J 30
 GM0384  PID         -  GM0384
 GM0384  STATE/COUNTY-  NM/RIO ARRIBA
 GM0384  USGS QUAD   -  VELARDE (1995)
 GM0384
 GM0384                         *CURRENT SURVEY CONTROL
 GM0384  ___________________________________________________________________
 GM0384* NAD 83(1986)-  36 11 42.     (N)    105 58 27.     (W)     SCALED    
 GM0384* NAVD 88     -      1769.025  (meters)    5803.88   (feet)  ADJUSTED  
 GM0384  ___________________________________________________________________
 GM0384  GEOID HEIGHT-         -18.56  (meters)                     GEOID03
 GM0384  DYNAMIC HT  -        1766.666 (meters)    5796.14  (feet)  COMP
 GM0384  MODELED GRAV-     979,237.5   (mgal)                       NAVD 88
 GM0384
 GM0384  VERT ORDER  -  FIRST     CLASS II
 GM0384
 GM0384.The horizontal coordinates were scaled from a topographic map and have
 GM0384.an estimated accuracy of +/- 6 seconds.
 GM0384
 GM0384.The orthometric height was determined by differential leveling
 GM0384.and adjusted by the National Geodetic Survey in June 1991..
 GM0384
 GM0384.The geoid height was determined by GEOID03.
 GM0384
 GM0384.The dynamic height is computed by dividing the NAVD 88
 GM0384.geopotential number by the normal gravity value computed on the
 GM0384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GM0384.degrees latitude (g = 980.6199 gals.).
 GM0384
 GM0384.The modeled gravity was interpolated from observed gravity values.
 GM0384
 GM0384;                    North         East    Units  Estimated Accuracy
 GM0384;SPC NM C     -   576,180.      524,810.      MT  (+/- 180 meters Scaled)
 GM0384
 GM0384                          SUPERSEDED SURVEY CONTROL
 GM0384
 GM0384  NGVD 29 (??/??/92) 1767.990  (m)         5800.48   (f) ADJ UNCH    1 2
 GM0384
 GM0384.Superseded values are not recommended for survey control.
 GM0384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0384.See file dsdata.txt to determine how the superseded data were derived.
 GM0384
 GM0384_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDA124060(NAD 83)
 GM0384_MARKER: DB = BENCH MARK DISK
 GM0384_SETTING: 66 = SET IN ROCK OUTCROP
 GM0384_SP_SET: ROCK
 GM0384_STAMPING: J 30 1933
 GM0384_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GM0384+STABILITY: POSITION/ELEVATION WELL
 GM0384
 GM0384  HISTORY     - Date     Condition        Report By
 GM0384  HISTORY     - 1933     MONUMENTED       CGS
 GM0384  HISTORY     - 1934     GOOD             NGS
 GM0384  HISTORY     - 1963     MARK NOT FOUND   USGS
 GM0384
 GM0384                          STATION DESCRIPTION
 GM0384
 GM0384'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GM0384'2.1 MI N FROM VELARDE.
 GM0384'2.1 MILES NORTH ALONG U.S. HIGHWAY 64 FROM VELARDE, ACROSS THE RIVER
 GM0384'FROM THE 6TH POLE NORTH OF THE DENVER AND RIO GRANDE WESTERN RAILROAD
 GM0384'MILEPOST 354, 10 FEET EAST OF THE SOUTH END OF A CONCRETE COVERED
 GM0384'18-INCH GALVANIZED PIPE IN LARGE VOLCANIC ROCKABOUT 18 INCHES ABOVE
 GM0384'THE LEVEL OF THE ROAD.
 GM0384
 GM0384                          STATION RECOVERY (1963)
 GM0384
 GM0384'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 GM0384'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0282 ***********************************************************************
 GM0282  DESIGNATION -  J 302 RESET
 GM0282  PID         -  GM0282
 GM0282  STATE/COUNTY-  NM/COLFAX
 GM0282  USGS QUAD   -  RED RIVER PASS (1995)
 GM0282
 GM0282                         *CURRENT SURVEY CONTROL
 GM0282  ___________________________________________________________________
 GM0282* NAD 83(1986)-  36 40 04.     (N)    105 19 12.     (W)     SCALED    
 GM0282* NAVD 88     -      2715.80   (meters)    8910.1    (feet)  RESET     
 GM0282  ___________________________________________________________________
 GM0282  GEOID HEIGHT-         -16.47  (meters)                     GEOID03
 GM0282
 GM0282  VERT ORDER  -  THIRD
 GM0282
 GM0282.The horizontal coordinates were scaled from a topographic map and have
 GM0282.an estimated accuracy of +/- 6 seconds.
 GM0282
 GM0282.The orthometric height was computed from unverified reset data.
 GM0282
 GM0282.The geoid height was determined by GEOID03.
 GM0282
 GM0282;                    North         East    Units  Estimated Accuracy
 GM0282;SPC NM E     -   629,070.       76,800.      MT  (+/- 180 meters Scaled)
 GM0282
 GM0282                          SUPERSEDED SURVEY CONTROL
 GM0282
 GM0282.No superseded survey control is available for this station.
 GM0282
 GM0282_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDA714580(NAD 83)
 GM0282_MARKER: DD = SURVEY DISK
 GM0282_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GM0282_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GM0282_STAMPING: J 302 1957 RESET 1964
 GM0282_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GM0282+STABILITY: SURFACE MOTION
 GM0282
 GM0282  HISTORY     - Date     Condition        Report By
 GM0282  HISTORY     - 1964     MONUMENTED       NMHD
 GM0282
 GM0282                          STATION DESCRIPTION
 GM0282
 GM0282'DESCRIBED BY NM HIGHWAY DEPT 1964
 GM0282'9.1 MI N FROM EAGLE NEST.
 GM0282'ABOUT 9.1 MILES NORTH ALONG STATE HIGHWAY 38 FROM EAGLE NEST, 80 FEET
 GM0282'EAST OF STATION 504+80, NEW MEXICO PROJECT S-1529 (6), 2 FEET SOUTH OF
 GM0282'A 4 BY 4 INCH WHITE WITNESS POST AND SET IN TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0262 ***********************************************************************
 GM0262  DESIGNATION -  J 303
 GM0262  PID         -  GM0262
 GM0262  STATE/COUNTY-  NM/TAOS
 GM0262  USGS QUAD   -  RED RIVER (1995)
 GM0262
 GM0262                         *CURRENT SURVEY CONTROL
 GM0262  ___________________________________________________________________
 GM0262* NAD 83(1986)-  36 42 08.     (N)    105 27 56.     (W)     SCALED    
 GM0262* NAVD 88     -      2528.189  (meters)    8294.57   (feet)  ADJUSTED  
 GM0262  ___________________________________________________________________
 GM0262  GEOID HEIGHT-         -16.59  (meters)                     GEOID03
 GM0262  DYNAMIC HT  -        2524.452 (meters)    8282.31  (feet)  COMP
 GM0262  MODELED GRAV-     979,063.5   (mgal)                       NAVD 88
 GM0262
 GM0262  VERT ORDER  -  SECOND    CLASS 0
 GM0262
 GM0262.The horizontal coordinates were scaled from a topographic map and have
 GM0262.an estimated accuracy of +/- 6 seconds.
 GM0262
 GM0262.The orthometric height was determined by differential leveling
 GM0262.and adjusted by the National Geodetic Survey in June 1991..
 GM0262
 GM0262.The geoid height was determined by GEOID03.
 GM0262
 GM0262.The dynamic height is computed by dividing the NAVD 88
 GM0262.geopotential number by the normal gravity value computed on the
 GM0262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GM0262.degrees latitude (g = 980.6199 gals.).
 GM0262
 GM0262.The modeled gravity was interpolated from observed gravity values.
 GM0262
 GM0262;                    North         East    Units  Estimated Accuracy
 GM0262;SPC NM C     -   632,710.      570,090.      MT  (+/- 180 meters Scaled)
 GM0262
 GM0262                          SUPERSEDED SURVEY CONTROL
 GM0262
 GM0262  NGVD 29 (??/??/92) 2526.729  (m)         8289.78   (f) ADJ UNCH    2 0
 GM0262
 GM0262.Superseded values are not recommended for survey control.
 GM0262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0262.See file dsdata.txt to determine how the superseded data were derived.
 GM0262
 GM0262_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDA584619(NAD 83)
 GM0262_MARKER: DB = BENCH MARK DISK
 GM0262_SETTING: 80 = SET IN A BOULDER
 GM0262_STAMPING: J 303 1957
 GM0262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GM0262+STABILITY: SURFACE MOTION
 GM0262
 GM0262  HISTORY     - Date     Condition        Report By
 GM0262  HISTORY     - 1957     MONUMENTED       CGS
 GM0262  HISTORY     - 1963     MARK NOT FOUND   USGS
 GM0262
 GM0262                          STATION DESCRIPTION
 GM0262
 GM0262'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GM0262'4.1 MI W FROM RED RIVER.
 GM0262'ABOUT 4.1 MILES WEST ALONG STATE HIGHWAY 38 FROM THE SCHOOLHOUSE AT
 GM0262'RED RIVER, 0.3 MILE EAST OF A SHARP CURVE, 160 FEET NORTHWEST OF THE
 GM0262'CENTER LINE OF THE HIGHWAY, AT THE SOUTHWEST EDGE OF A LONG NARROW
 GM0262'CLEARING LEADING UP A HILL AND WHICH IS USED AS A CAMP GROUND, 51 FEET
 GM0262'WEST OF A 22-INCH PINE TREE, 31 FEET WEST OF THE CENTER LINE OF A DIM
 GM0262'TRACK ROAD, 6 1/2 FEET SOUTH OF A 12-INCH FIR TREE WITH A LARGE
 GM0262'BOULDER ON ITS WEST SIDE, ABOUT 30 FEET ABOVE THE LEVEL OF THE HIGHWAY
 GM0262'AND IN THE TOP OF A HARD ROCK OUTCROP WITH A LARGE BOULDER THAT
 GM0262'OVERLAPS ITS NORTH SIDE WHICH PROJECTS 1 FOOT.
 GM0262
 GM0262                          STATION RECOVERY (1963)
 GM0262
 GM0262'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 GM0262'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0363 ***********************************************************************
 CW0363  DESIGNATION -  J 308
 CW0363  PID         -  CW0363
 CW0363  STATE/COUNTY-  NM/OTERO
 CW0363  USGS QUAD   -  VAN WINKLE LAKE (1970)
 CW0363
 CW0363                         *CURRENT SURVEY CONTROL
 CW0363  ___________________________________________________________________
 CW0363* NAD 83(1986)-  32 09 12.     (N)    105 22 02.     (W)     SCALED    
 CW0363* NAVD 88     -      1299.399  (meters)    4263.11   (feet)  POSTED    
 CW0363  ___________________________________________________________________
 CW0363  GEOID HEIGHT-         -22.32  (meters)                     GEOID03
 CW0363  DYNAMIC HT  -        1297.460 (meters)    4256.75  (feet)  COMP
 CW0363  MODELED GRAV-     979,103.0   (mgal)                       NAVD 88
 CW0363
 CW0363  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 CW0363
 CW0363.The horizontal coordinates were scaled from a topographic map and have
 CW0363.an estimated accuracy of +/- 6 seconds.
 CW0363
 CW0363.The orthometric height was determined by differential leveling
 CW0363.and adjusted by the National Geodetic Survey in 1992..
 CW0363.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 CW0363.rate of 0.0 thru 1.0 mm/km.
 CW0363
 CW0363.The geoid height was determined by GEOID03.
 CW0363
 CW0363.The dynamic height is computed by dividing the NAVD 88
 CW0363.geopotential number by the normal gravity value computed on the
 CW0363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0363.degrees latitude (g = 980.6199 gals.).
 CW0363
 CW0363.The modeled gravity was interpolated from observed gravity values.
 CW0363
 CW0363;                    North         East    Units  Estimated Accuracy
 CW0363;SPC NM C     -   128,210.      583,270.      MT  (+/- 180 meters Scaled)
 CW0363
 CW0363                          SUPERSEDED SURVEY CONTROL
 CW0363
 CW0363  NGVD 29 (??/??/92) 1298.851  (m)         4261.31   (f) ADJ UNCH    2 0
 CW0363
 CW0363.Superseded values are not recommended for survey control.
 CW0363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0363.See file dsdata.txt to determine how the superseded data were derived.
 CW0363
 CW0363_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDR653574(NAD 83)
 CW0363_MARKER: DB = BENCH MARK DISK
 CW0363_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CW0363_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CW0363_STAMPING: J 308 1958
 CW0363_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CW0363+STABILITY: SURFACE MOTION
 CW0363
 CW0363  HISTORY     - Date     Condition        Report By
 CW0363  HISTORY     - 1958     MONUMENTED       CGS
 CW0363
 CW0363                          STATION DESCRIPTION
 CW0363
 CW0363'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CW0363'22.4 MI NW FROM DELL CITY, TEXAS.
 CW0363'ABOUT 3.15 MILES NORTH ALONG FARM ROAD 1437 FROM THE POST OFFICE AT
 CW0363'DELL CITY, THENCE 11.5 MILES NORTH ALONG A DIRT ROAD, THENCE 2.7 MILES
 CW0363'NORTHWEST ALONG A DIRT ROAD, THENCE 0.5 MILE SOUTHWEST ALONG A DIRT
 CW0363'ROAD, THENCE 4.55 MILES WEST ALONG A DIRT ROAD, 41 FEET
 CW0363'NORTH-NORTHEAST OF THE CENTER LINE OF THE ROAD, ABOUT 0.5 MILE
 CW0363'EAST-SOUTHEAST OF A STEEL WINDMILL, ABOUT MIDWAY AND ON THE OUTSIDE OF
 CW0363'A SMALL CURVE, 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT 1
 CW0363'FOOT BELOW THE LEVEL OF THE ROAD, AND IN THE TOP OF A CONCRETE POST
 CW0363'PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0574 ***********************************************************************
 CW0574  DESIGNATION -  J 309
 CW0574  PID         -  CW0574
 CW0574  STATE/COUNTY-  NM/OTERO
 CW0574  USGS QUAD   -  PIPELINE CANYON (1982)
 CW0574
 CW0574                         *CURRENT SURVEY CONTROL
 CW0574  ___________________________________________________________________
 CW0574* NAD 83(1986)-  32 30 49.     (N)    105 57 50.     (W)     SCALED    
 CW0574* NAVD 88     -      1232.493  (meters)    4043.60   (feet)  POSTED    
 CW0574  ___________________________________________________________________
 CW0574  GEOID HEIGHT-         -22.63  (meters)                     GEOID03
 CW0574  DYNAMIC HT  -        1230.680 (meters)    4037.66  (feet)  COMP
 CW0574  MODELED GRAV-     979,125.3   (mgal)                       NAVD 88
 CW0574
 CW0574  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 CW0574
 CW0574.The horizontal coordinates were scaled from a topographic map and have
 CW0574.an estimated accuracy of +/- 6 seconds.
 CW0574
 CW0574.The orthometric height was determined by differential leveling
 CW0574.and adjusted by the National Geodetic Survey in 1992..
 CW0574.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 CW0574.rate of 0.0 thru 1.0 mm/km.
 CW0574
 CW0574.The geoid height was determined by GEOID03.
 CW0574
 CW0574.The dynamic height is computed by dividing the NAVD 88
 CW0574.geopotential number by the normal gravity value computed on the
 CW0574.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0574.degrees latitude (g = 980.6199 gals.).
 CW0574
 CW0574.The modeled gravity was interpolated from observed gravity values.
 CW0574
 CW0574;                    North         East    Units  Estimated Accuracy
 CW0574;SPC NM C     -   167,850.      526,880.      MT  (+/- 180 meters Scaled)
 CW0574
 CW0574                          SUPERSEDED SURVEY CONTROL
 CW0574
 CW0574  NGVD 29 (??/??/92) 1231.916  (m)         4041.71   (f) ADJ UNCH    2 0
 CW0574
 CW0574.Superseded values are not recommended for survey control.
 CW0574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0574.See file dsdata.txt to determine how the superseded data were derived.
 CW0574
 CW0574_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDR094977(NAD 83)
 CW0574_MARKER: DB = BENCH MARK DISK
 CW0574_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CW0574_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CW0574_STAMPING: J 309 1958
 CW0574_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CW0574+STABILITY: SURFACE MOTION
 CW0574
 CW0574  HISTORY     - Date     Condition        Report By
 CW0574  HISTORY     - 1958     MONUMENTED       CGS
 CW0574
 CW0574                          STATION DESCRIPTION
 CW0574
 CW0574'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CW0574'15.4 MI NE FROM OROGRANDE.
 CW0574'ABOUT 11.4 MILES NORTH ALONG U. S. HIGHWAY 54 FROM THE POST OFFICE AT
 CW0574'OROGRANDE, THENCE 4.0 MILES EAST ALONG A DIRT ROAD, 51 FEET SOUTH OF
 CW0574'THE CENTER LINE OF THE ROAD, 41 1/2 FEET NORTH-NORTHEAST OF A
 CW0574'TELEPHONE POLE, 2 1/2 FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT
 CW0574'2 FEET ABOVE THE LEVEL OF THE ROAD, AND IN THE TOP OF A CONCRETE POST
 CW0574'PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0501 ***********************************************************************
 GM0501  DESIGNATION -  J 31
 GM0501  PID         -  GM0501
 GM0501  STATE/COUNTY-  NM/TAOS
 GM0501  USGS QUAD   -  PETACA PEAK (1995)
 GM0501
 GM0501                         *CURRENT SURVEY CONTROL
 GM0501  ___________________________________________________________________
 GM0501* NAD 83(1986)-  36 37 01.     (N)    105 57 29.     (W)     SCALED    
 GM0501* NAVD 88     -      2450.660  (meters)    8040.21   (feet)  ADJUSTED  
 GM0501  ___________________________________________________________________
 GM0501  GEOID HEIGHT-         -17.23  (meters)                     GEOID03
 GM0501  DYNAMIC HT  -        2447.255 (meters)    8029.04  (feet)  COMP
 GM0501  MODELED GRAV-     979,153.5   (mgal)                       NAVD 88
 GM0501
 GM0501  VERT ORDER  -  FIRST     CLASS II
 GM0501
 GM0501.The horizontal coordinates were scaled from a topographic map and have
 GM0501.an estimated accuracy of +/- 6 seconds.
 GM0501
 GM0501.The orthometric height was determined by differential leveling
 GM0501.and adjusted by the National Geodetic Survey in June 1991..
 GM0501
 GM0501.The geoid height was determined by GEOID03.
 GM0501
 GM0501.The dynamic height is computed by dividing the NAVD 88
 GM0501.geopotential number by the normal gravity value computed on the
 GM0501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GM0501.degrees latitude (g = 980.6199 gals.).
 GM0501
 GM0501.The modeled gravity was interpolated from observed gravity values.
 GM0501
 GM0501;                    North         East    Units  Estimated Accuracy
 GM0501;SPC NM C     -   623,010.      526,110.      MT  (+/- 180 meters Scaled)
 GM0501
 GM0501                          SUPERSEDED SURVEY CONTROL
 GM0501
 GM0501  NGVD 29 (??/??/92) 2449.405  (m)         8036.09   (f) ADJ UNCH    1 2
 GM0501
 GM0501.Superseded values are not recommended for survey control.
 GM0501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0501.See file dsdata.txt to determine how the superseded data were derived.
 GM0501
 GM0501_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDA143528(NAD 83)
 GM0501_MARKER: DB = BENCH MARK DISK
 GM0501_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GM0501_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GM0501_STAMPING: 8036.089 J 31 1933
 GM0501_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GM0501+STABILITY: SURFACE MOTION
 GM0501
 GM0501  HISTORY     - Date     Condition        Report By
 GM0501  HISTORY     - 1933     MONUMENTED       CGS
 GM0501  HISTORY     - 1963     GOOD             USGS
 GM0501  HISTORY     - 1984     MARK NOT FOUND   NGS
 GM0501
 GM0501                          STATION DESCRIPTION
 GM0501
 GM0501'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 GM0501'2.40 MI SE FROM TRES PIEDRAS.
 GM0501'ABOUT 1.85 MILES SOUTH ALONG US HWY. 285 FROM THE JCT. OF US HWY. 285
 GM0501'AND STATE 111 AT TRES PIEDRAS TO A PRIVATE FIELD ROAD EAST, THENCE
 GM0501'ABOUT 0.55 MILE EAST ALONG FIELD ROAD TO AN ABANDONED RAILROAD GRADE
 GM0501'AND STATION.  STATION IS 21 FT. WEST OF CENTERLINE OF ABANDONED
 GM0501'RAILROAD GRADE AT ROAD CROSSING AND 10 FT. NORTH OF CENTERLINE OF
 GM0501'FIELD ROAD.  A STANDARD DISK, STAMPED 8036.089 J 31 1933 AND SET IN
 GM0501'THE TOP OF A CONCRETE POST PROJECTING ABOUT 6 INCHES ABOVE GROUND.
 GM0501
 GM0501                          STATION RECOVERY (1984)
 GM0501
 GM0501'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GM0501'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0366 ***********************************************************************
 CV0366  DESIGNATION -  J 310
 CV0366  PID         -  CV0366
 CV0366  STATE/COUNTY-  NM/LEA
 CV0366  USGS QUAD   -  JAL SE (1979)
 CV0366
 CV0366                         *CURRENT SURVEY CONTROL
 CV0366  ___________________________________________________________________
 CV0366* NAD 83(1986)-  32 07 22.     (N)    103 06 28.     (W)     SCALED    
 CV0366* NAVD 88     -       939.154  (meters)    3081.21   (feet)  ADJUSTED  
 CV0366  ___________________________________________________________________
 CV0366  GEOID HEIGHT-         -23.26  (meters)                     GEOID03
 CV0366  DYNAMIC HT  -         937.848 (meters)    3076.92  (feet)  COMP
 CV0366  MODELED GRAV-     979,217.0   (mgal)                       NAVD 88
 CV0366
 CV0366  VERT ORDER  -  SECOND    CLASS 0
 CV0366
 CV0366.The horizontal coordinates were scaled from a topographic map and have
 CV0366.an estimated accuracy of +/- 6 seconds.
 CV0366
 CV0366.The orthometric height was determined by differential leveling
 CV0366.and adjusted by the National Geodetic Survey in June 1991..
 CV0366
 CV0366.The geoid height was determined by GEOID03.
 CV0366
 CV0366.The dynamic height is computed by dividing the NAVD 88
 CV0366.geopotential number by the normal gravity value computed on the
 CV0366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0366.degrees latitude (g = 980.6199 gals.).
 CV0366
 CV0366.The modeled gravity was interpolated from observed gravity values.
 CV0366
 CV0366;                    North         East    Units  Estimated Accuracy
 CV0366;SPC NM E     -   125,140.      280,650.      MT  (+/- 180 meters Scaled)
 CV0366
 CV0366                          SUPERSEDED SURVEY CONTROL
 CV0366
 CV0366  NGVD 29 (??/??/92)  938.755  (m)         3079.90   (f) ADJ UNCH    2 0
 CV0366
 CV0366.Superseded values are not recommended for survey control.
 CV0366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0366.See file dsdata.txt to determine how the superseded data were derived.
 CV0366
 CV0366_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFR785556(NAD 83)
 CV0366_MARKER: DB = BENCH MARK DISK
 CV0366_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0366_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CV0366_STAMPING: J 310 1958
 CV0366_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CV0366+STABILITY: SURFACE MOTION
 CV0366
 CV0366  HISTORY     - Date     Condition        Report By
 CV0366  HISTORY     - 1958     MONUMENTED       CGS
 CV0366
 CV0366                          STATION DESCRIPTION
 CV0366
 CV0366'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CV0366'5.45 MI E FROM JAL.
 CV0366'ABOUT 0.7 MILE NORTH ALONG THE TEXAS-NEW MEXICO RAILWAY FROM THE
 CV0366'STATION AT JAL, THENCE 4.75 MILES EAST ALONG STATE HIGHWAY 128, 50
 CV0366'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 64 FEET WEST OF THE
 CV0366'CENTER LINE OF A DIRT ROAD, 54 FEET WEST OF THE WEST END OF A CATTLE
 CV0366'GUARD, 81 FEET EAST OF A POWER POLE, 1 1/2 FEET SOUTH OF THE SOUTH
 CV0366'RIGHT OF WAY FENCE, 2 FEET EAST OF A WHITE WOODEN WITNESS POST, ABOUT
 CV0366'2 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND IN THE TOP OF A CONCRETE
 CV0366'POST PROJECTING 9 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0347 ***********************************************************************
 CV0347  DESIGNATION -  J 311
 CV0347  PID         -  CV0347
 CV0347  STATE/COUNTY-  NM/LEA
 CV0347  USGS QUAD   -  JAVELINA BASIN (1973)
 CV0347
 CV0347                         *CURRENT SURVEY CONTROL
 CV0347  ___________________________________________________________________
 CV0347* NAD 83(1986)-  32 03 53.     (N)    103 18 16.     (W)     SCALED    
 CV0347* NAVD 88     -       913.139  (meters)    2995.86   (feet)  ADJUSTED  
 CV0347  ___________________________________________________________________
 CV0347  GEOID HEIGHT-         -24.21  (meters)                     GEOID03
 CV0347  DYNAMIC HT  -         911.832 (meters)    2991.57  (feet)  COMP
 CV0347  MODELED GRAV-     979,176.7   (mgal)                       NAVD 88
 CV0347
 CV0347  VERT ORDER  -  SECOND    CLASS 0
 CV0347
 CV0347.The horizontal coordinates were scaled from a topographic map and have
 CV0347.an estimated accuracy of +/- 6 seconds.
 CV0347
 CV0347.The orthometric height was determined by differential leveling
 CV0347.and adjusted by the National Geodetic Survey in June 1991..
 CV0347
 CV0347.The geoid height was determined by GEOID03.
 CV0347
 CV0347.The dynamic height is computed by dividing the NAVD 88
 CV0347.geopotential number by the normal gravity value computed on the
 CV0347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0347.degrees latitude (g = 980.6199 gals.).
 CV0347
 CV0347.The modeled gravity was interpolated from observed gravity values.
 CV0347
 CV0347;                    North         East    Units  Estimated Accuracy
 CV0347;SPC NM E     -   118,510.      262,150.      MT  (+/- 180 meters Scaled)
 CV0347
 CV0347                          SUPERSEDED SURVEY CONTROL
 CV0347
 CV0347  NGVD 29 (??/??/92)  912.707  (m)         2994.44   (f) ADJ UNCH    2 0
 CV0347
 CV0347.Superseded values are not recommended for survey control.
 CV0347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0347.See file dsdata.txt to determine how the superseded data were derived.
 CV0347
 CV0347_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFR600488(NAD 83)
 CV0347_MARKER: DB = BENCH MARK DISK
 CV0347_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0347_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CV0347_STAMPING: J 311 1958
 CV0347_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CV0347+STABILITY: SURFACE MOTION
 CV0347
 CV0347  HISTORY     - Date     Condition        Report By
 CV0347  HISTORY     - 1958     MONUMENTED       CGS
 CV0347
 CV0347                          STATION DESCRIPTION
 CV0347
 CV0347'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CV0347'8.85 MI W FROM JAL.
 CV0347'ABOUT 0.4 MILE SOUTHWEST ALONG EL PASO DRIVE FROM THE TEXAS-NEW MEXICO
 CV0347'RAILWAY STATION AT JAL, THENCE 3.0 MILES SOUTH ALONG A PAVED ROAD,
 CV0347'THENCE 5.45 MILES WEST ALONG THE EL PASO NATURAL GAS COMPANY PIPELINE
 CV0347'ROAD, 22 FEET SOUTH OF THE CENTER LINE OF THE ROAD, ABOUT 0.45 MILE
 CV0347'WEST OF A CATTLE GUARD, 78 FEET SOUTH OF AND ACROSS THE ROAD FROM
 CV0347'TELEPHONE POLE NUMBER 72, 2 FEET WEST OF A WHITE WOODEN WITNESS POST,
 CV0347'ABOUT LEVEL WITH THE ROAD, AND INTHE TOP OF A CONCRETE POST PROJECTING
 CV0347'8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0350 ***********************************************************************
 CW0350  DESIGNATION -  J 312
 CW0350  PID         -  CW0350
 CW0350  STATE/COUNTY-  NM/OTERO
 CW0350  USGS QUAD   -  WOODSON CANYON (1963)
 CW0350
 CW0350                         *CURRENT SURVEY CONTROL
 CW0350  ___________________________________________________________________
 CW0350* NAD 83(1986)-  32 46 02.     (N)    105 27 42.     (W)     SCALED    
 CW0350* NAVD 88     -      2052.734  (meters)    6734.68   (feet)  POSTED    
 CW0350  ___________________________________________________________________
 CW0350  GEOID HEIGHT-         -20.34  (meters)                     GEOID03
 CW0350  DYNAMIC HT  -        2049.490 (meters)    6724.04  (feet)  COMP
 CW0350  MODELED GRAV-     978,980.7   (mgal)                       NAVD 88
 CW0350
 CW0350  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 CW0350
 CW0350.The horizontal coordinates were scaled from a topographic map and have
 CW0350.an estimated accuracy of +/- 6 seconds.
 CW0350
 CW0350.The orthometric height was determined by differential leveling
 CW0350.and adjusted by the National Geodetic Survey in 1992..
 CW0350.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 CW0350.rate of 1.1 thru 2.0 mm/km.
 CW0350
 CW0350.The geoid height was determined by GEOID03.
 CW0350
 CW0350.The dynamic height is computed by dividing the NAVD 88
 CW0350.geopotential number by the normal gravity value computed on the
 CW0350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0350.degrees latitude (g = 980.6199 gals.).
 CW0350
 CW0350.The modeled gravity was interpolated from observed gravity values.
 CW0350
 CW0350;                    North         East    Units  Estimated Accuracy
 CW0350;SPC NM C     -   196,210.      573,860.      MT  (+/- 180 meters Scaled)
 CW0350
 CW0350                          SUPERSEDED SURVEY CONTROL
 CW0350
 CW0350  NGVD 29 (??/??/92) 2051.985  (m)         6732.22   (f) ADJ UNCH    2 0
 CW0350
 CW0350.Superseded values are not recommended for survey control.
 CW0350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0350.See file dsdata.txt to determine how the superseded data were derived.
 CW0350
 CW0350_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDS567255(NAD 83)
 CW0350_MARKER: DB = BENCH MARK DISK
 CW0350_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CW0350_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CW0350_STAMPING: J 312 1958
 CW0350_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CW0350+STABILITY: SURFACE MOTION
 CW0350
 CW0350  HISTORY     - Date     Condition        Report By
 CW0350  HISTORY     - 1958     MONUMENTED       CGS
 CW0350
 CW0350                          STATION DESCRIPTION
 CW0350
 CW0350'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CW0350'6.25 MI SE FROM WEED.
 CW0350'ABOUT 0.15 MILE NORTH ALONG A DIRT ROAD FROM THE POST OFFICE AT WEED,
 CW0350'THENCE 0.55 MILE EAST ALONG A DIRT ROAD, THENCE 2.6 MILES EAST ALONG
 CW0350'STATE HIGHWAY 24, THENCE 2.95 MILES SOUTH ALONG THE SAME HIGHWAY, 31
 CW0350'FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 2 FEET SOUTHWEST OF A
 CW0350'WHITE WOODEN WITNESS POST, ABOUT 4 FEET ABOVE THE LEVEL OF THE ROAD,
 CW0350'AND IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0409 ***********************************************************************
 CW0409  DESIGNATION -  J 313
 CW0409  PID         -  CW0409
 CW0409  STATE/COUNTY-  NM/OTERO
 CW0409  USGS QUAD   -  EL PASO DRAW (1980)
 CW0409
 CW0409                         *CURRENT SURVEY CONTROL
 CW0409  ___________________________________________________________________
 CW0409* NAD 83(1986)-  32 22 44.     (N)    105 38 19.     (W)     SCALED    
 CW0409* NAVD 88     -      1442.331  (meters)    4732.05   (feet)  POSTED    
 CW0409  ___________________________________________________________________
 CW0409  GEOID HEIGHT-         -21.86  (meters)                     GEOID03
 CW0409  DYNAMIC HT  -        1440.160 (meters)    4724.92  (feet)  COMP
 CW0409  MODELED GRAV-     979,082.1   (mgal)                       NAVD 88
 CW0409
 CW0409  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 CW0409
 CW0409.The horizontal coordinates were scaled from a topographic map and have
 CW0409.an estimated accuracy of +/- 6 seconds.
 CW0409
 CW0409.The orthometric height was determined by differential leveling
 CW0409.and adjusted by the National Geodetic Survey in 1992..
 CW0409.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 CW0409.rate of 0.0 thru 1.0 mm/km.
 CW0409
 CW0409.The geoid height was determined by GEOID03.
 CW0409
 CW0409.The dynamic height is computed by dividing the NAVD 88
 CW0409.geopotential number by the normal gravity value computed on the
 CW0409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0409.degrees latitude (g = 980.6199 gals.).
 CW0409
 CW0409.The modeled gravity was interpolated from observed gravity values.
 CW0409
 CW0409;                    North         East    Units  Estimated Accuracy
 CW0409;SPC NM C     -   153,040.      557,530.      MT  (+/- 180 meters Scaled)
 CW0409
 CW0409                          SUPERSEDED SURVEY CONTROL
 CW0409
 CW0409  NGVD 29 (??/??/92) 1441.730  (m)         4730.08   (f) ADJ UNCH    2 0
 CW0409
 CW0409.Superseded values are not recommended for survey control.
 CW0409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0409.See file dsdata.txt to determine how the superseded data were derived.
 CW0409
 CW0409_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDR399826(NAD 83)
 CW0409_MARKER: DB = BENCH MARK DISK
 CW0409_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CW0409_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CW0409_STAMPING: J 313 1958
 CW0409_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CW0409+STABILITY: SURFACE MOTION
 CW0409
 CW0409  HISTORY     - Date     Condition        Report By
 CW0409  HISTORY     - 1958     MONUMENTED       CGS
 CW0409  HISTORY     - 1962     GOOD             PECO
 CW0409
 CW0409                          STATION DESCRIPTION
 CW0409
 CW0409'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CW0409'30.85 MI SW FROM PINON.
 CW0409'ABOUT 0.65 MILE SOUTH ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 CW0409'PINON, THENCE 2.8 MILES WEST ALONG A GRAVELED ROAD, THENCE 1.35 MILES
 CW0409'SOUTH ALONG A GRAVELED ROAD, THENCE 0.2 MILE EAST ALONG A DIRT ROAD,
 CW0409'THENCE 2.65 MILES SOUTH ALONG A DIRT ROAD, THENCE 16.8 MILES SOUTHWEST
 CW0409'ALONG A CANYON ROAD, THENCE 6.4 MILES SOUTH ALONG A DIRT ROAD, 25 FEET
 CW0409'WEST OF THE CENTER LINE OF THE ROAD, ABOUT 0.6 MILE NORTH OF A CATTLE
 CW0409'GUARD, ABOUT 0.25 MILE SOUTH OF THE JUNCTION OF A ROAD LEADING EAST, 1
 CW0409'1/2 FEET EAST OF A FENCE, 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST,
 CW0409'ABOUT LEVEL WITH THE ROAD, AND IN THE TOP OF A CONCRETE POST
 CW0409'PROJECTING 6 INCHES.
 CW0409
 CW0409                          STATION RECOVERY (1962)
 CW0409
 CW0409'RECOVERY NOTE BY POHLY EXPLORATION COMPANY 1962
 CW0409'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0326 ***********************************************************************
 CW0326  DESIGNATION -  J 314
 CW0326  PID         -  CW0326
 CW0326  STATE/COUNTY-  NM/OTERO
 CW0326  USGS QUAD   -  PINON (1965)
 CW0326
 CW0326                         *CURRENT SURVEY CONTROL
 CW0326  ___________________________________________________________________
 CW0326* NAD 83(1986)-  32 31 39.     (N)    105 27 20.     (W)     SCALED    
 CW0326* NAVD 88     -      1962.280  (meters)    6437.91   (feet)  POSTED    
 CW0326  ___________________________________________________________________
 CW0326  GEOID HEIGHT-         -21.08  (meters)                     GEOID03
 CW0326  DYNAMIC HT  -        1959.180 (meters)    6427.74  (feet)  COMP
 CW0326  MODELED GRAV-     978,988.8   (mgal)                       NAVD 88
 CW0326
 CW0326  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 CW0326
 CW0326.The horizontal coordinates were scaled from a topographic map and have
 CW0326.an estimated accuracy of +/- 6 seconds.
 CW0326
 CW0326.The orthometric height was determined by differential leveling
 CW0326.and adjusted by the National Geodetic Survey in 1992..
 CW0326.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 CW0326.rate of 1.1 thru 2.0 mm/km.
 CW0326
 CW0326.The geoid height was determined by GEOID03.
 CW0326
 CW0326.The dynamic height is computed by dividing the NAVD 88
 CW0326.geopotential number by the normal gravity value computed on the
 CW0326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0326.degrees latitude (g = 980.6199 gals.).
 CW0326
 CW0326.The modeled gravity was interpolated from observed gravity values.
 CW0326
 CW0326;                    North         East    Units  Estimated Accuracy
 CW0326;SPC NM C     -   169,640.      574,630.      MT  (+/- 180 meters Scaled)
 CW0326
 CW0326                          SUPERSEDED SURVEY CONTROL
 CW0326
 CW0326  NGVD 29 (??/??/92) 1961.546  (m)         6435.51   (f) ADJ UNCH    2 0
 CW0326
 CW0326.Superseded values are not recommended for survey control.
 CW0326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0326.See file dsdata.txt to determine how the superseded data were derived.
 CW0326
 CW0326_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDR572989(NAD 83)
 CW0326_MARKER: DB = BENCH MARK DISK
 CW0326_SETTING: 66 = SET IN ROCK OUTCROP
 CW0326_SP_SET: OUTCROP
 CW0326_STAMPING: J 314 1958
 CW0326_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CW0326+STABILITY: POSITION/ELEVATION WELL
 CW0326
 CW0326  HISTORY     - Date     Condition        Report By
 CW0326  HISTORY     - 1958     MONUMENTED       CGS
 CW0326
 CW0326                          STATION DESCRIPTION
 CW0326
 CW0326'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CW0326'9.4 MI SW FROM PINON.
 CW0326'ABOUT 0.65 MILE SOUTH ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 CW0326'PINON, THENCE 2.8 MILES WEST ALONG A GRAVELED ROAD, THENCE 1.35 MILES
 CW0326'SOUTH ALONG A GRAVELED ROAD, THENCE 0.2 MILE EAST ALONG A GRAVELED
 CW0326'ROAD, THENCE 2.65 MILES SOUTH AND 1.75 MILES SOUTHWEST ALONG A WINDING
 CW0326'DIRT ROAD, IN THE TOP OF A ROCK OUTCROP WHICH PROJECTS 4 INCHES ABOVE
 CW0326'THE GROUND, 18 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, ON THE
 CW0326'SOUTHEAST SLOPE OF A HILL, AND ABOUT 2 FEET ABOVE THE LEVEL OF THE
 CW0326'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0394 ***********************************************************************
 CV0394  DESIGNATION -  J 315
 CV0394  PID         -  CV0394
 CV0394  STATE/COUNTY-  NM/LEA
 CV0394  USGS QUAD   -  PADUCA BREAKS WEST (1973)
 CV0394
 CV0394                         *CURRENT SURVEY CONTROL
 CV0394  ___________________________________________________________________
 CV0394* NAD 83(1986)-  32 03 53.     (N)    103 39 37.     (W)     SCALED    
 CV0394* NAVD 88     -       994.852  (meters)    3263.94   (feet)  ADJUSTED  
 CV0394  ___________________________________________________________________
 CV0394  GEOID HEIGHT-         -25.30  (meters)                     GEOID03
 CV0394  DYNAMIC HT  -         993.379 (meters)    3259.11  (feet)  COMP
 CV0394  MODELED GRAV-     979,125.3   (mgal)                       NAVD 88
 CV0394
 CV0394  VERT ORDER  -  SECOND    CLASS 0
 CV0394
 CV0394.The horizontal coordinates were scaled from a topographic map and have
 CV0394.an estimated accuracy of +/- 6 seconds.
 CV0394
 CV0394.The orthometric height was determined by differential leveling
 CV0394.and adjusted by the National Geodetic Survey in June 1991..
 CV0394
 CV0394.The geoid height was determined by GEOID03.
 CV0394
 CV0394.The dynamic height is computed by dividing the NAVD 88
 CV0394.geopotential number by the normal gravity value computed on the
 CV0394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0394.degrees latitude (g = 980.6199 gals.).
 CV0394
 CV0394.The modeled gravity was interpolated from observed gravity values.
 CV0394
 CV0394;                    North         East    Units  Estimated Accuracy
 CV0394;SPC NM E     -   118,240.      228,550.      MT  (+/- 180 meters Scaled)
 CV0394
 CV0394                          SUPERSEDED SURVEY CONTROL
 CV0394
 CV0394  NGVD 29 (??/??/92)  994.360  (m)         3262.33   (f) ADJ UNCH    2 0
 CV0394
 CV0394.Superseded values are not recommended for survey control.
 CV0394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0394.See file dsdata.txt to determine how the superseded data were derived.
 CV0394
 CV0394_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFR264483(NAD 83)
 CV0394_MARKER: DB = BENCH MARK DISK
 CV0394_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0394_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CV0394_STAMPING: J 315 1958
 CV0394_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CV0394+STABILITY: SURFACE MOTION
 CV0394
 CV0394  HISTORY     - Date     Condition        Report By
 CV0394  HISTORY     - 1958     MONUMENTED       CGS
 CV0394
 CV0394                          STATION DESCRIPTION
 CV0394
 CV0394'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CV0394'29.6 MI W FROM JAL.
 CV0394'ABOUT 0.4 MILE SOUTHWEST ALONG EL PASO DRIVE FROM THE TEXAS-NEW MEXICO
 CV0394'RAILWAY STATION AT JAL, THENCE 3.0 MILES SOUTH ALONG A PAVED ROAD,
 CV0394'THENCE 26.2 MILES WEST ALONG THE EL PASO NATURAL GAS COMPANY PIPELINE
 CV0394'ROAD, 28 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 76 FEET WEST OF
 CV0394'AND ACROSS THE ROAD FROM TELEPHONE POLE NUMBER 41, 2 FEET SOUTH OF A
 CV0394'WHITE WOODEN WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD,
 CV0394'AND IN THE TOP OF A CONCRETE POST PROJECTING 9 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0345 ***********************************************************************
 DR0345  DESIGNATION -  J 316
 DR0345  PID         -  DR0345
 DR0345  STATE/COUNTY-  NM/CHAVES
 DR0345  USGS QUAD   -  ROSWELL NORTH (1975)
 DR0345
 DR0345                         *CURRENT SURVEY CONTROL
 DR0345  ___________________________________________________________________
 DR0345* NAD 83(1986)-  33 28 53.     (N)    104 30 29.     (W)     SCALED    
 DR0345* NAVD 88     -      1096.320  (meters)    3596.84   (feet)  ADJUSTED  
 DR0345  ___________________________________________________________________
 DR0345  GEOID HEIGHT-         -23.23  (meters)                     GEOID03
 DR0345  DYNAMIC HT  -        1094.830 (meters)    3591.95  (feet)  COMP
 DR0345  MODELED GRAV-     979,240.9   (mgal)                       NAVD 88
 DR0345
 DR0345  VERT ORDER  -  SECOND    CLASS 0
 DR0345
 DR0345.The horizontal coordinates were scaled from a topographic map and have
 DR0345.an estimated accuracy of +/- 6 seconds.
 DR0345
 DR0345.The orthometric height was determined by differential leveling
 DR0345.and adjusted by the National Geodetic Survey in June 1991..
 DR0345
 DR0345.The geoid height was determined by GEOID03.
 DR0345
 DR0345.The dynamic height is computed by dividing the NAVD 88
 DR0345.geopotential number by the normal gravity value computed on the
 DR0345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0345.degrees latitude (g = 980.6199 gals.).
 DR0345
 DR0345.The modeled gravity was interpolated from observed gravity values.
 DR0345
 DR0345;                    North         East    Units  Estimated Accuracy
 DR0345;SPC NM E     -   275,150.      148,760.      MT  (+/- 180 meters Scaled)
 DR0345
 DR0345                          SUPERSEDED SURVEY CONTROL
 DR0345
 DR0345  NGVD 29 (??/??/92) 1095.833  (m)         3595.25   (f) ADJ UNCH    2 0
 DR0345
 DR0345.Superseded values are not recommended for survey control.
 DR0345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0345.See file dsdata.txt to determine how the superseded data were derived.
 DR0345
 DR0345_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SET457047(NAD 83)
 DR0345_MARKER: DB = BENCH MARK DISK
 DR0345_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR0345_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DR0345_STAMPING: J 316 1961
 DR0345_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR0345+STABILITY: SURFACE MOTION
 DR0345
 DR0345  HISTORY     - Date     Condition        Report By
 DR0345  HISTORY     - 1961     MONUMENTED       CGS
 DR0345
 DR0345                          STATION DESCRIPTION
 DR0345
 DR0345'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 DR0345'10.65 MI W FROM ROSWELL.
 DR0345'7.3 MILES NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD FROM
 DR0345'THE STATION AT ROSWELL, THENCE 1 MILE ALONG A GRAVEL ROAD, THENCE 1.35
 DR0345'MILES WEST ALONG A PAVED ROAD, THENCE 1 MILE WEST ALONG A GRAVEL ROAD
 DR0345'TO U.S. HIGHWAY 70, THIS MARK IS 0.6 MILE EAST OF K 316, 113 FEET WEST
 DR0345'OF THE CENTERLINE OF U.S. HIGHWAY 70, 33 FEET NORTH OF THE CENTER OF A
 DR0345'GRAVEL ROAD, 9 FEET NORTH OF A FENCE CORNER, 3 FEET SOUTH OF A METAL
 DR0345'WITNESS POST WITH SIGN, 3 FEET BELOW THE LEVEL OF THE ROAD, 1 FOOT
 DR0345'EAST OF A FENCE, SET IN TOP OF A CYLINDRICAL CONCRETE POST PROJECTING
 DR0345'4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0434 ***********************************************************************
 DR0434  DESIGNATION -  J 317
 DR0434  PID         -  DR0434
 DR0434  STATE/COUNTY-  NM/CHAVES
 DR0434  USGS QUAD   -  MARLEY DRAW (1962)
 DR0434
 DR0434                         *CURRENT SURVEY CONTROL
 DR0434  ___________________________________________________________________
 DR0434* NAD 83(1986)-  33 41 05.     (N)    104 33 56.     (W)     SCALED    
 DR0434* NAVD 88     -      1151.352  (meters)    3777.39   (feet)  ADJUSTED  
 DR0434  ___________________________________________________________________
 DR0434  GEOID HEIGHT-         -23.26  (meters)                     GEOID03
 DR0434  DYNAMIC HT  -        1149.788 (meters)    3772.26  (feet)  COMP
 DR0434  MODELED GRAV-     979,238.8   (mgal)                       NAVD 88
 DR0434
 DR0434  VERT ORDER  -  SECOND    CLASS 0
 DR0434
 DR0434.The horizontal coordinates were scaled from a topographic map and have
 DR0434.an estimated accuracy of +/- 6 seconds.
 DR0434
 DR0434.The orthometric height was determined by differential leveling
 DR0434.and adjusted by the National Geodetic Survey in June 1991..
 DR0434
 DR0434.The geoid height was determined by GEOID03.
 DR0434
 DR0434.The dynamic height is computed by dividing the NAVD 88
 DR0434.geopotential number by the normal gravity value computed on the
 DR0434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0434.degrees latitude (g = 980.6199 gals.).
 DR0434
 DR0434.The modeled gravity was interpolated from observed gravity values.
 DR0434
 DR0434;                    North         East    Units  Estimated Accuracy
 DR0434;SPC NM E     -   297,710.      143,470.      MT  (+/- 180 meters Scaled)
 DR0434
 DR0434                          SUPERSEDED SURVEY CONTROL
 DR0434
 DR0434  NGVD 29 (??/??/92) 1150.837  (m)         3775.70   (f) ADJ UNCH    2 0
 DR0434
 DR0434.Superseded values are not recommended for survey control.
 DR0434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0434.See file dsdata.txt to determine how the superseded data were derived.
 DR0434
 DR0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SET402272(NAD 83)
 DR0434_MARKER: DB = BENCH MARK DISK
 DR0434_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR0434_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DR0434_STAMPING: J 317 1961
 DR0434_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR0434+STABILITY: SURFACE MOTION
 DR0434
 DR0434  HISTORY     - Date     Condition        Report By
 DR0434  HISTORY     - 1961     MONUMENTED       CGS
 DR0434
 DR0434                          STATION DESCRIPTION
 DR0434
 DR0434'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 DR0434'19.9 MI NW FROM ROSWELL.
 DR0434'19.9 MILES NORTHWEST ALONG U.S. HIGHWAY 285 FROM THE COURTHOUSE AT
 DR0434'ROSWELL, 101 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 11.5 FEET
 DR0434'SOUTH OF A POWER POLE, 2 FEET NORTH OF A METAL WITNESS POST WITH SIGN,
 DR0434'1 FOOT EAST OF A FENCE, 1 FOOT BELOW THE LEVEL OF THE HIGHWAY, SET IN
 DR0434'TOP OF A CYLINDRICAL CONCRETE POST PROJECTING 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0284 ***********************************************************************
 CX0284  DESIGNATION -  J 318
 CX0284  PID         -  CX0284
 CX0284  STATE/COUNTY-  NM/OTERO
 CX0284  USGS QUAD   -  TRES HERMANOS SW (1982)
 CX0284
 CX0284                         *CURRENT SURVEY CONTROL
 CX0284  ___________________________________________________________________
 CX0284* NAD 83(1986)-  32 33 31.     (N)    106 08 22.     (W)     SCALED    
 CX0284* NAVD 88     -      1225.451  (meters)    4020.50   (feet)  ADJUSTED  
 CX0284  ___________________________________________________________________
 CX0284  GEOID HEIGHT-         -23.12  (meters)                     GEOID03
 CX0284  DYNAMIC HT  -        1223.654 (meters)    4014.60  (feet)  COMP
 CX0284  MODELED GRAV-     979,129.8   (mgal)                       NAVD 88
 CX0284
 CX0284  VERT ORDER  -  FIRST     CLASS II
 CX0284
 CX0284.The horizontal coordinates were scaled from a topographic map and have
 CX0284.an estimated accuracy of +/- 6 seconds.
 CX0284
 CX0284.The orthometric height was determined by differential leveling
 CX0284.and adjusted by the National Geodetic Survey in June 1991..
 CX0284
 CX0284.The geoid height was determined by GEOID03.
 CX0284
 CX0284.The dynamic height is computed by dividing the NAVD 88
 CX0284.geopotential number by the normal gravity value computed on the
 CX0284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0284.degrees latitude (g = 980.6199 gals.).
 CX0284
 CX0284.The modeled gravity was interpolated from observed gravity values.
 CX0284
 CX0284;                    North         East    Units  Estimated Accuracy
 CX0284;SPC NM C     -   172,810.      510,380.      MT  (+/- 180 meters Scaled)
 CX0284
 CX0284                          SUPERSEDED SURVEY CONTROL
 CX0284
 CX0284  NGVD 29 (??/??/92) 1224.876  (m)         4018.61   (f) ADJ UNCH    1 2
 CX0284
 CX0284.Superseded values are not recommended for survey control.
 CX0284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0284.See file dsdata.txt to determine how the superseded data were derived.
 CX0284
 CX0284_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS930029(NAD 83)
 CX0284_MARKER: DB = BENCH MARK DISK
 CX0284_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CX0284_SP_SET: MONUMENT
 CX0284_STAMPING: J 318 1964
 CX0284_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX0284
 CX0284  HISTORY     - Date     Condition        Report By
 CX0284  HISTORY     - 1964     MONUMENTED       CGS
 CX0284  HISTORY     - 1965     GOOD             NGS
 CX0284
 CX0284                          STATION DESCRIPTION
 CX0284
 CX0284'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 CX0284'13 MI N FROM OROGRANDE.
 CX0284'0.4 MILE WEST FROM THE SOUTHERN PACIFIC RAILROAD STATION IN OROGRANDE
 CX0284'TO U.S. HIGHWAY 54, THENCE 0.5 MILE SOUTHEAST ALONG U.S. HIGHWAY 54 TO
 CX0284'WSMR ROUTE NO. 2, THENCE 4.35 MILES NORTHWEST ALONG WSMR ROUTE NO. 2
 CX0284'TO THE EAST GUARD GATE TO WSMR, PASS THROUGH GUARD GATE AND CONTINUE
 CX0284'WEST 0.15 MILE TO WSMR ROUTE NO. 252, THENCE NORTH 10.75 MILES ALONG
 CX0284'WSMR ROUTE NO. 252, 61 FEET EAST OF THE CENTERLINE OF ROUTE NO. 252,
 CX0284'4.5 FEET NORTHEAST OF A METAL WITNESS SIGN, SET IN THE TOP OF A 12
 CX0284'INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0734 ***********************************************************************
 DS0734  DESIGNATION -  J 319
 DS0734  PID         -  DS0734
 DS0734  STATE/COUNTY-  NM/SOCORRO
 DS0734  USGS QUAD   -  FOSTER WELL (1981)
 DS0734
 DS0734                         *CURRENT SURVEY CONTROL
 DS0734  ___________________________________________________________________
 DS0734* NAD 83(1986)-  33 32 44.     (N)    106 33 11.     (W)     SCALED    
 DS0734* NAVD 88     -      1427.157  (meters)    4682.26   (feet)  ADJUSTED  
 DS0734  ___________________________________________________________________
 DS0734  GEOID HEIGHT-         -22.32  (meters)                     GEOID03
 DS0734  DYNAMIC HT  -        1425.103 (meters)    4675.53  (feet)  COMP
 DS0734  MODELED GRAV-     979,148.1   (mgal)                       NAVD 88
 DS0734
 DS0734  VERT ORDER  -  SECOND    CLASS 0
 DS0734
 DS0734.The horizontal coordinates were scaled from a topographic map and have
 DS0734.an estimated accuracy of +/- 6 seconds.
 DS0734
 DS0734.The orthometric height was determined by differential leveling
 DS0734.and adjusted by the National Geodetic Survey in June 1991..
 DS0734
 DS0734.The geoid height was determined by GEOID03.
 DS0734
 DS0734.The dynamic height is computed by dividing the NAVD 88
 DS0734.geopotential number by the normal gravity value computed on the
 DS0734.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0734.degrees latitude (g = 980.6199 gals.).
 DS0734
 DS0734.The modeled gravity was interpolated from observed gravity values.
 DS0734
 DS0734;                    North         East    Units  Estimated Accuracy
 DS0734;SPC NM C     -   282,290.      471,860.      MT  (+/- 180 meters Scaled)
 DS0734
 DS0734                          SUPERSEDED SURVEY CONTROL
 DS0734
 DS0734  NGVD 29 (??/??/92) 1426.494  (m)         4680.09   (f) ADJ UNCH    2 0
 DS0734
 DS0734.Superseded values are not recommended for survey control.
 DS0734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0734.See file dsdata.txt to determine how the superseded data were derived.
 DS0734
 DS0734_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT558128(NAD 83)
 DS0734_MARKER: DB = BENCH MARK DISK
 DS0734_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0734_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0734_STAMPING: J 319 1965
 DS0734_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0734+STABILITY: SURFACE MOTION
 DS0734
 DS0734  HISTORY     - Date     Condition        Report By
 DS0734  HISTORY     - 1965     MONUMENTED       CGS
 DS0734  HISTORY     - 1966     GOOD             NGS
 DS0734
 DS0734                          STATION DESCRIPTION
 DS0734
 DS0734'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 DS0734'21.85 MI S FROM STALLION RANGE CENTER.
 DS0734'ABOUT 16.8 MILES SOUTHEAST ALONG WHITE SANDS MISSILE RANGE ROUTE 7
 DS0734'FROM THE HEADQUARTERS BUILDING AT STALLION RANGE CENTER, THENCE 3.95
 DS0734'MILES SOUTHWEST ALONG WHITE SANDS MISSILE RANGE ROUTE 13, THENCE 1.1
 DS0734'MILES SOUTHWEST ALONG A BLADED DIRT ROAD, IN S 8, T 9 S, R 4 E, 78
 DS0734'FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 3 FEET SOUTHWEST OF A
 DS0734'METAL WITNESS POST, ABOUT 1/2 FOOT ABOVE THE LEVEL OF THE ROAD, AND
 DS0734'SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0226 ***********************************************************************
 DS0226  DESIGNATION -  J 320
 DS0226  PID         -  DS0226
 DS0226  STATE/COUNTY-  NM/LINCOLN
 DS0226  USGS QUAD   -  RED CANYON (1982)
 DS0226
 DS0226                         *CURRENT SURVEY CONTROL
 DS0226  ___________________________________________________________________
 DS0226* NAD 83(1986)-  33 38 10.     (N)    106 14 10.     (W)     SCALED    
 DS0226* NAVD 88     -      1591.220  (meters)    5220.53   (feet)  ADJUSTED  
 DS0226  ___________________________________________________________________
 DS0226  GEOID HEIGHT-         -21.42  (meters)                     GEOID03
 DS0226  DYNAMIC HT  -        1588.904 (meters)    5212.93  (feet)  COMP
 DS0226  MODELED GRAV-     979,124.6   (mgal)                       NAVD 88
 DS0226
 DS0226  VERT ORDER  -  SECOND    CLASS 0
 DS0226
 DS0226.The horizontal coordinates were scaled from a topographic map and have
 DS0226.an estimated accuracy of +/- 6 seconds.
 DS0226
 DS0226.The orthometric height was determined by differential leveling
 DS0226.and adjusted by the National Geodetic Survey in June 1991..
 DS0226
 DS0226.The geoid height was determined by GEOID03.
 DS0226
 DS0226.The dynamic height is computed by dividing the NAVD 88
 DS0226.geopotential number by the normal gravity value computed on the
 DS0226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0226.degrees latitude (g = 980.6199 gals.).
 DS0226
 DS0226.The modeled gravity was interpolated from observed gravity values.
 DS0226
 DS0226;                    North         East    Units  Estimated Accuracy
 DS0226;SPC NM C     -   292,300.      501,290.      MT  (+/- 180 meters Scaled)
 DS0226
 DS0226                          SUPERSEDED SURVEY CONTROL
 DS0226
 DS0226  NGVD 29 (??/??/92) 1590.511  (m)         5218.20   (f) ADJ UNCH    2 0
 DS0226
 DS0226.Superseded values are not recommended for survey control.
 DS0226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0226.See file dsdata.txt to determine how the superseded data were derived.
 DS0226
 DS0226_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT853224(NAD 83)
 DS0226_MARKER: DB = BENCH MARK DISK
 DS0226_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0226_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0226_STAMPING: J 320 1969
 DS0226_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0226+STABILITY: SURFACE MOTION
 DS0226
 DS0226  HISTORY     - Date     Condition        Report By
 DS0226  HISTORY     - 1969     MONUMENTED       CGS
 DS0226
 DS0226                          STATION DESCRIPTION
 DS0226
 DS0226'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 DS0226'17.65 MI NW FROM OSCURO.
 DS0226'ABOUT 7.75 MILES NORTHWEST ALONG WHITE SANDS MISSILE RANGE ROUTE 12
 DS0226'FROM THE STORE AT OSCURO, THENCE 9.9 MILES NORTHWEST ALONG WHITE SANDS
 DS0226'MISSILE RANGE ROUTE 9, 93 FEET NORTHEAST OF THE CENTER LINE OF THE
 DS0226'ROUTE, 2.2 FEET NORTHWEST OF A METAL WITNESS POST, ABOUT 2 FEET ABOVE
 DS0226'THE LEVEL OF THE ROUTE, AND SET IN THE TOP OF A CONCRETE POST WHICH
 DS0226'PROJECTS 12 INCHES ABOVE THE SURFACE OF THE GROUND.  SEC 5, T 8S, R
 DS0226'7E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0334 ***********************************************************************
 CX0334  DESIGNATION -  J 321
 CX0334  PID         -  CX0334
 CX0334  STATE/COUNTY-  NM/OTERO
 CX0334  USGS QUAD   -  LAKE LUCERO SE (1982)
 CX0334
 CX0334                         *CURRENT SURVEY CONTROL
 CX0334  ___________________________________________________________________
 CX0334* NAD 83(1986)-  32 37 12.     (N)    106 15 34.     (W)     SCALED    
 CX0334* NAVD 88     -      1209.833  (meters)    3969.26   (feet)  ADJUSTED  
 CX0334  ___________________________________________________________________
 CX0334  GEOID HEIGHT-         -23.38  (meters)                     GEOID03
 CX0334  DYNAMIC HT  -        1208.058 (meters)    3963.44  (feet)  COMP
 CX0334  MODELED GRAV-     979,130.2   (mgal)                       NAVD 88
 CX0334
 CX0334  VERT ORDER  -  FIRST     CLASS II
 CX0334
 CX0334.The horizontal coordinates were scaled from a topographic map and have
 CX0334.an estimated accuracy of +/- 6 seconds.
 CX0334
 CX0334.The orthometric height was determined by differential leveling
 CX0334.and adjusted by the National Geodetic Survey in June 1991..
 CX0334
 CX0334.The geoid height was determined by GEOID03.
 CX0334
 CX0334.The dynamic height is computed by dividing the NAVD 88
 CX0334.geopotential number by the normal gravity value computed on the
 CX0334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0334.degrees latitude (g = 980.6199 gals.).
 CX0334
 CX0334.The modeled gravity was interpolated from observed gravity values.
 CX0334
 CX0334;                    North         East    Units  Estimated Accuracy
 CX0334;SPC NM C     -   179,610.      499,110.      MT  (+/- 180 meters Scaled)
 CX0334
 CX0334                          SUPERSEDED SURVEY CONTROL
 CX0334
 CX0334  NGVD 29 (??/??/92) 1209.254  (m)         3967.36   (f) ADJ UNCH    1 2
 CX0334
 CX0334.Superseded values are not recommended for survey control.
 CX0334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0334.See file dsdata.txt to determine how the superseded data were derived.
 CX0334
 CX0334_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS818098(NAD 83)
 CX0334_MARKER: DB = BENCH MARK DISK
 CX0334_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CX0334_SP_SET: MONUMENT
 CX0334_STAMPING: J 321 1966
 CX0334_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX0334
 CX0334  HISTORY     - Date     Condition        Report By
 CX0334  HISTORY     - 1966     MONUMENTED       CGS
 CX0334  HISTORY     - 1968     GOOD             NGS
 CX0334
 CX0334                          STATION DESCRIPTION
 CX0334
 CX0334'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CX0334'13.3 MI SW FROM WHITE SANDS NAT MON HDQ.
 CX0334'11.5 MILES, SOUTHWEST, ALONG U. S. HIGHWAY 70 FROM WHITE SANDS
 CX0334'NATIONAL MONUMENT HEADQUARTERS.  THENCE LEFT, THROUGH GATE, FOLLOWING
 CX0334'GRAVELED ROAD 2.3 MILES TO A FORK.  THENCE, SOUTHWEST, ALONG POWERLINE
 CX0334'ROAD 1.3 MILES TO BENCH MARK 32 FEET SOUTHEAST OF THE CENTERLINE OF
 CX0334'ROAD, 2.4 FEET SOUTHEAST OF A POWERLINE POLE AND 1.5 FEET SOUTHEAST OF
 CX0334'A METAL WITNESS SIGN SET IN THE TOP OF A CONCRETE MONUMENT THAT IS
 CX0334'12-INCHES IN DIAMETER AND PROJECTS ABOUT 2 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0343 ***********************************************************************
 CX0343  DESIGNATION -  J 322
 CX0343  PID         -  CX0343
 CX0343  STATE/COUNTY-  NM/OTERO
 CX0343  USGS QUAD   -  LAKE LUCERO NE (1982)
 CX0343
 CX0343                         *CURRENT SURVEY CONTROL
 CX0343  ___________________________________________________________________
 CX0343* NAD 83(1986)-  32 42 20.     (N)    106 19 07.     (W)     SCALED    
 CX0343* NAVD 88     -      1219.207  (meters)    4000.01   (feet)  ADJUSTED  
 CX0343  ___________________________________________________________________
 CX0343  GEOID HEIGHT-         -23.36  (meters)                     GEOID03
 CX0343  DYNAMIC HT  -        1217.425 (meters)    3994.17  (feet)  COMP
 CX0343  MODELED GRAV-     979,134.4   (mgal)                       NAVD 88
 CX0343
 CX0343  VERT ORDER  -  SECOND    CLASS 0
 CX0343
 CX0343.The horizontal coordinates were scaled from a topographic map and have
 CX0343.an estimated accuracy of +/- 6 seconds.
 CX0343
 CX0343.The orthometric height was determined by differential leveling
 CX0343.and adjusted by the National Geodetic Survey in June 1991..
 CX0343
 CX0343.The geoid height was determined by GEOID03.
 CX0343
 CX0343.The dynamic height is computed by dividing the NAVD 88
 CX0343.geopotential number by the normal gravity value computed on the
 CX0343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0343.degrees latitude (g = 980.6199 gals.).
 CX0343
 CX0343.The modeled gravity was interpolated from observed gravity values.
 CX0343
 CX0343;                    North         East    Units  Estimated Accuracy
 CX0343;SPC NM C     -   189,100.      493,570.      MT  (+/- 180 meters Scaled)
 CX0343
 CX0343                          SUPERSEDED SURVEY CONTROL
 CX0343
 CX0343  NGVD 29 (??/??/92) 1218.623  (m)         3998.10   (f) ADJ UNCH    2 0
 CX0343
 CX0343.Superseded values are not recommended for survey control.
 CX0343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0343.See file dsdata.txt to determine how the superseded data were derived.
 CX0343
 CX0343_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS764194(NAD 83)
 CX0343_MARKER: DB = BENCH MARK DISK
 CX0343_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CX0343_SP_SET: MONUMENT
 CX0343_STAMPING: J 322 1966
 CX0343_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX0343
 CX0343  HISTORY     - Date     Condition        Report By
 CX0343  HISTORY     - 1966     MONUMENTED       CGS
 CX0343
 CX0343                          STATION DESCRIPTION
 CX0343
 CX0343'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 CX0343'10.0 MI SW FROM WHITE SANDS NATL MON HQ.
 CX0343'9.0 MILES SOUTHWEST FROM WHITE SANDS NATIONAL MONUMENT HEADQUARTERS
 CX0343'ALONG U.S. HIGHWAY 70.  THENCE WEST-NORTHWEST 3.0 MILES ALONG A BLADED
 CX0343'ROAD TO A FORK, CONTINUE NORTHWEST 0.15 MILE ON THE RIGHT FORK TO A T
 CX0343'JUNCTION WITH OLD HIGHWAY 70, NOW WSMR ROUTE NO. 271, CONTINUE
 CX0343'NORTHWEST 1.7 MILES ALONG WSMR NO. 271, 30 FEET EAST OF THE CENTERLINE
 CX0343'OF WSMR NO. 271, 5 FEET EAST OF A METAL WITNESS SIGN, SET IN THE TOP
 CX0343'OF A ROUND CONCRETE MONUMENT THAT PROJECTS 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0298 ***********************************************************************
 CX0298  DESIGNATION -  J 323
 CX0298  PID         -  CX0298
 CX0298  STATE/COUNTY-  NM/OTERO
 CX0298  USGS QUAD   -  FOSTER LAKE (1982)
 CX0298
 CX0298                         *CURRENT SURVEY CONTROL
 CX0298  ___________________________________________________________________
 CX0298* NAD 83(1986)-  32 43 45.     (N)    106 08 36.     (W)     SCALED    
 CX0298* NAVD 88     -      1221.393  (meters)    4007.19   (feet)  ADJUSTED  
 CX0298  ___________________________________________________________________
 CX0298  GEOID HEIGHT-         -23.04  (meters)                     GEOID03
 CX0298  DYNAMIC HT  -        1219.616 (meters)    4001.36  (feet)  COMP
 CX0298  MODELED GRAV-     979,140.9   (mgal)                       NAVD 88
 CX0298
 CX0298  VERT ORDER  -  FIRST     CLASS II
 CX0298
 CX0298.The horizontal coordinates were scaled from a topographic map and have
 CX0298.an estimated accuracy of +/- 6 seconds.
 CX0298
 CX0298.The orthometric height was determined by differential leveling
 CX0298.and adjusted by the National Geodetic Survey in June 1991..
 CX0298
 CX0298.The geoid height was determined by GEOID03.
 CX0298
 CX0298.The dynamic height is computed by dividing the NAVD 88
 CX0298.geopotential number by the normal gravity value computed on the
 CX0298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0298.degrees latitude (g = 980.6199 gals.).
 CX0298
 CX0298.The modeled gravity was interpolated from observed gravity values.
 CX0298
 CX0298;                    North         East    Units  Estimated Accuracy
 CX0298;SPC NM C     -   191,720.      510,000.      MT  (+/- 180 meters Scaled)
 CX0298
 CX0298                          SUPERSEDED SURVEY CONTROL
 CX0298
 CX0298  NGVD 29 (??/??/92) 1220.814  (m)         4005.29   (f) ADJ UNCH    1 2
 CX0298
 CX0298.Superseded values are not recommended for survey control.
 CX0298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0298.See file dsdata.txt to determine how the superseded data were derived.
 CX0298
 CX0298_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS928218(NAD 83)
 CX0298_MARKER: DB = BENCH MARK DISK
 CX0298_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CX0298_SP_SET: MONUMENT
 CX0298_STAMPING: J 323 1968
 CX0298_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX0298
 CX0298  HISTORY     - Date     Condition        Report By
 CX0298  HISTORY     - 1968     MONUMENTED       CGS
 CX0298
 CX0298                          STATION DESCRIPTION
 CX0298
 CX0298'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 CX0298'3.8 MI SSE FROM WHITE SANDS NATL MONUMENT.
 CX0298'2.6 MILES SOUTHWEST ALONG U. S. HIGHWAY 70 FROM WHITE SANDS NATIONAL
 CX0298'MONUMENT HEADQUARTERS.  THENCE 1.0 MILE SOUTH ALONG A DIRT ROAD.
 CX0298'THENCE 1.2 MILES WEST ALONG A POWERLINE.  THENCE 3.8 MILES EAST
 CX0298'SOUTHEAST ALONG A POLELINE TO A JUNCTION WITH ANOTHER POLELINE.  IT IS
 CX0298'14.0 FEET WEST OF THE CENTERLINE OF A NORTH-SOUTH ROAD, 12.5 FEET
 CX0298'SOUTH SOUTHWEST OF THE SOUTHEAST POLE, 12.5 FEET SOUTH SOUTHEAST OF
 CX0298'THE SOUTHWEST POLE, 3 FEET EAST OF A METAL WITNESS SIGN, SET IN THE
 CX0298'TOP OF A CONCRETE MONUMENT, 1 FOOT IN DIAMETER, THAT PROJECTS 0.5 FOOT
 CX0298'ABOVE THE GROUND AND IS ABOUT 1 FOOT HIGHER THAN THE ROAD. NOTE-- THIS
 CX0298'MARK MAY ALSO BE REACHED BY GOING 2.4 MILES NORTHEAST ALONG U. S.
 CX0298'HIGHWAY 70.  THENCE 4.3 MILES SOUTH ALONG A ROAD.  THENCE 0.65
 CX0298'SOUTHWEST ALONG A POLELINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0691 ***********************************************************************
 DS0691  DESIGNATION -  J 327
 DS0691  PID         -  DS0691
 DS0691  STATE/COUNTY-  NM/SOCORRO
 DS0691  USGS QUAD   -  GRANJEAN WELL (1981)
 DS0691
 DS0691                         *CURRENT SURVEY CONTROL
 DS0691  ___________________________________________________________________
 DS0691* NAD 83(1986)-  33 44 23.     (N)    106 40 44.     (W)     SCALED    
 DS0691* NAVD 88     -      1464.847  (meters)    4805.92   (feet)  ADJUSTED  
 DS0691  ___________________________________________________________________
 DS0691  GEOID HEIGHT-         -22.39  (meters)                     GEOID03
 DS0691  DYNAMIC HT  -        1462.754 (meters)    4799.05  (feet)  COMP
 DS0691  MODELED GRAV-     979,157.1   (mgal)                       NAVD 88
 DS0691
 DS0691  VERT ORDER  -  SECOND    CLASS 0
 DS0691
 DS0691.The horizontal coordinates were scaled from a topographic map and have
 DS0691.an estimated accuracy of +/- 6 seconds.
 DS0691
 DS0691.The orthometric height was determined by differential leveling
 DS0691.and adjusted by the National Geodetic Survey in June 1991..
 DS0691
 DS0691.The geoid height was determined by GEOID03.
 DS0691
 DS0691.The dynamic height is computed by dividing the NAVD 88
 DS0691.geopotential number by the normal gravity value computed on the
 DS0691.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0691.degrees latitude (g = 980.6199 gals.).
 DS0691
 DS0691.The modeled gravity was interpolated from observed gravity values.
 DS0691
 DS0691;                    North         East    Units  Estimated Accuracy
 DS0691;SPC NM C     -   303,870.      460,260.      MT  (+/- 180 meters Scaled)
 DS0691
 DS0691                          SUPERSEDED SURVEY CONTROL
 DS0691
 DS0691  NGVD 29 (??/??/92) 1464.177  (m)         4803.72   (f) ADJ UNCH    2 0
 DS0691
 DS0691.Superseded values are not recommended for survey control.
 DS0691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0691.See file dsdata.txt to determine how the superseded data were derived.
 DS0691
 DS0691_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT444345(NAD 83)
 DS0691_MARKER: DB = BENCH MARK DISK
 DS0691_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DS0691_SP_SET: 7 FEET
 DS0691_STAMPING: J 327 1966
 DS0691_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DS0691
 DS0691  HISTORY     - Date     Condition        Report By
 DS0691  HISTORY     - 1966     MONUMENTED       CGS
 DS0691
 DS0691                          STATION DESCRIPTION
 DS0691
 DS0691'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 DS0691'6.35 MI S FROM STALLION RANGE CENTER.
 DS0691'ABOUT 0.35 MILE NORTHWEST ALONG WHITE SANDS MISSILE RANGE ROUTE 7 FROM
 DS0691'THE HEADQUARTERS BUILDING AT STALLION RANGE CENTER, THENCE 5.0 MILES
 DS0691'SOUTH ALONG WHITE SANDS MISSILE RANGE ROUTE 5, IN S 31, T 6 S, R 3 E.
 DS0691'150 FEET WEST OF THE CENTER LINE OF THE ROAD, 7 FEET SOUTH OF A
 DS0691'TELEPHONE POLE AND IN LINE WITH A ROW OF TELEPHONE POLES, 1.2 FEET
 DS0691'NORTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND ON THE
 DS0691'TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 7
 DS0691'FEET, ENCASED IN A CAST IRON PIPE PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0538 ***********************************************************************
 DS0538  DESIGNATION -  J 328
 DS0538  PID         -  DS0538
 DS0538  STATE/COUNTY-  NM/SOCORRO
 DS0538  USGS QUAD   -  SALINAS PEAK NW (1981)
 DS0538
 DS0538                         *CURRENT SURVEY CONTROL
 DS0538  ___________________________________________________________________
 DS0538* NAD 83(1986)-  33 29 40.     (N)    106 40 53.     (W)     SCALED    
 DS0538* NAVD 88     -      1426.548  (meters)    4680.27   (feet)  ADJUSTED  
 DS0538  ___________________________________________________________________
 DS0538  GEOID HEIGHT-         -22.45  (meters)                     GEOID03
 DS0538  DYNAMIC HT  -        1424.504 (meters)    4673.56  (feet)  COMP
 DS0538  MODELED GRAV-     979,154.5   (mgal)                       NAVD 88
 DS0538
 DS0538  VERT ORDER  -  SECOND    CLASS 0
 DS0538
 DS0538.The horizontal coordinates were scaled from a topographic map and have
 DS0538.an estimated accuracy of +/- 6 seconds.
 DS0538
 DS0538.The orthometric height was determined by differential leveling
 DS0538.and adjusted by the National Geodetic Survey in June 1991..
 DS0538
 DS0538.The geoid height was determined by GEOID03.
 DS0538
 DS0538.The dynamic height is computed by dividing the NAVD 88
 DS0538.geopotential number by the normal gravity value computed on the
 DS0538.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0538.degrees latitude (g = 980.6199 gals.).
 DS0538
 DS0538.The modeled gravity was interpolated from observed gravity values.
 DS0538
 DS0538;                    North         East    Units  Estimated Accuracy
 DS0538;SPC NM C     -   276,670.      459,920.      MT  (+/- 180 meters Scaled)
 DS0538
 DS0538                          SUPERSEDED SURVEY CONTROL
 DS0538
 DS0538  NGVD 29 (??/??/92) 1425.901  (m)         4678.14   (f) ADJ UNCH    2 0
 DS0538
 DS0538.Superseded values are not recommended for survey control.
 DS0538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0538.See file dsdata.txt to determine how the superseded data were derived.
 DS0538
 DS0538_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT438073(NAD 83)
 DS0538_MARKER: DB = BENCH MARK DISK
 DS0538_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0538_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0538_STAMPING: J 328 1966
 DS0538_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0538+STABILITY: SURFACE MOTION
 DS0538
 DS0538  HISTORY     - Date     Condition        Report By
 DS0538  HISTORY     - 1966     MONUMENTED       CGS
 DS0538  HISTORY     - 1968     GOOD             NGS
 DS0538
 DS0538                          STATION DESCRIPTION
 DS0538
 DS0538'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 DS0538'24.1 MI S FROM STALLION RANGE CENTER.
 DS0538'ABOUT 0.35 MILE NORTHWEST ALONG WHITE SANDS MISSILE RANGE ROUTE 7 FROM
 DS0538'THE HEADQUARTERS BUILDING AT STALLION RANGE CENTER, THENCE 23.75 MILES
 DS0538'SOUTH ALONG WHITE SANDS MISSILE RANGE ROUTE 5, IN S 30, T 9 S, R 2 E,
 DS0538'156 FEET EAST OF THE CENTER LINE OF THE ROAD, 15 FEET SOUTH OF THE 2ND
 DS0538'TELEPHONE POLE NORTH OF A DOUBLE POLE BRACED BY 4 GUY WIRES, IN LINE
 DS0538'WITH A ROW OF TELEPHONE POLES, 1.2 FEET NORTH OF A METAL WITNESS POST,
 DS0538'ABOUT 1 FOOT BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A
 DS0538'CONCRETE POST PROJECTING 10 INCHES.
 DS0538
 DS0538                          STATION RECOVERY (1968)
 DS0538
 DS0538'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 DS0538'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0514 ***********************************************************************
 DS0514  DESIGNATION -  J 329
 DS0514  PID         -  DS0514
 DS0514  STATE/COUNTY-  NM/SIERRA
 DS0514  USGS QUAD   -  HARDSCRABBLE MOUNTAINS (1981)
 DS0514
 DS0514                         *CURRENT SURVEY CONTROL
 DS0514  ___________________________________________________________________
 DS0514* NAD 83(1986)-  33 11 49.     (N)    106 41 55.     (W)     SCALED    
 DS0514* NAVD 88     -      1847.668  (meters)    6061.89   (feet)  ADJUSTED  
 DS0514  ___________________________________________________________________
 DS0514  GEOID HEIGHT-         -22.12  (meters)                     GEOID03
 DS0514  DYNAMIC HT  -        1844.887 (meters)    6052.77  (feet)  COMP
 DS0514  MODELED GRAV-     979,065.5   (mgal)                       NAVD 88
 DS0514
 DS0514  VERT ORDER  -  SECOND    CLASS 0
 DS0514
 DS0514.The horizontal coordinates were scaled from a topographic map and have
 DS0514.an estimated accuracy of +/- 6 seconds.
 DS0514
 DS0514.The orthometric height was determined by differential leveling
 DS0514.and adjusted by the National Geodetic Survey in June 1991..
 DS0514
 DS0514.The geoid height was determined by GEOID03.
 DS0514
 DS0514.The dynamic height is computed by dividing the NAVD 88
 DS0514.geopotential number by the normal gravity value computed on the
 DS0514.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0514.degrees latitude (g = 980.6199 gals.).
 DS0514
 DS0514.The modeled gravity was interpolated from observed gravity values.
 DS0514
 DS0514;                    North         East    Units  Estimated Accuracy
 DS0514;SPC NM W     -   244,170.      935,800.      MT  (+/- 180 meters Scaled)
 DS0514
 DS0514                          SUPERSEDED SURVEY CONTROL
 DS0514
 DS0514  NGVD 29 (??/??/92) 1846.951  (m)         6059.54   (f) ADJ UNCH    2 0
 DS0514
 DS0514.Superseded values are not recommended for survey control.
 DS0514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0514.See file dsdata.txt to determine how the superseded data were derived.
 DS0514
 DS0514_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS416744(NAD 83)
 DS0514_MARKER: DB = BENCH MARK DISK
 DS0514_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0514_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0514_STAMPING: J 329 1966
 DS0514_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0514+STABILITY: SURFACE MOTION
 DS0514
 DS0514  HISTORY     - Date     Condition        Report By
 DS0514  HISTORY     - 1966     MONUMENTED       CGS
 DS0514
 DS0514                          STATION DESCRIPTION
 DS0514
 DS0514'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 DS0514'14.8 MI NW FROM RHODES CANYON RANGE CENTER.
 DS0514'ABOUT 14.8 MILES NORTHWEST ALONG WHITE SANDS MISSILE RANGE ROUTE 6,
 DS0514'FORMERLY STATE HIGHWAY 52, FROM THE HEADQUARTERS BUILDING AT RHODES
 DS0514'CANYON RANGE CENTER, IN S 12, T 13 S, R 2 E, 67 FEET EAST OF THE
 DS0514'CENTER LINE OF THE ROAD, 1.5 FEET EAST OF A METAL WITNESS POST, ABOUT
 DS0514'4 FEET ABOVE THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE
 DS0514'POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0220 ***********************************************************************
 CW0220  DESIGNATION -  J 33
 CW0220  PID         -  CW0220
 CW0220  STATE/COUNTY-  NM/EDDY
 CW0220  USGS QUAD   -  BLACK RIVER VILLAGE (1979)
 CW0220
 CW0220                         *CURRENT SURVEY CONTROL
 CW0220  ___________________________________________________________________
 CW0220* NAD 83(1986)-  32 14 46.     (N)    104 18 02.     (W)     SCALED    
 CW0220* NAVD 88     -      1043.203  (meters)    3422.58   (feet)  ADJUSTED  
 CW0220  ___________________________________________________________________
 CW0220  GEOID HEIGHT-         -24.49  (meters)                     GEOID03
 CW0220  DYNAMIC HT  -        1041.677 (meters)    3417.57  (feet)  COMP
 CW0220  MODELED GRAV-     979,141.3   (mgal)                       NAVD 88
 CW0220
 CW0220  VERT ORDER  -  FIRST     CLASS II
 CW0220
 CW0220.The horizontal coordinates were scaled from a topographic map and have
 CW0220.an estimated accuracy of +/- 6 seconds.
 CW0220
 CW0220.The orthometric height was determined by differential leveling
 CW0220.and adjusted by the National Geodetic Survey in June 1991..
 CW0220
 CW0220.The geoid height was determined by GEOID03.
 CW0220
 CW0220.The dynamic height is computed by dividing the NAVD 88
 CW0220.geopotential number by the normal gravity value computed on the
 CW0220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0220.degrees latitude (g = 980.6199 gals.).
 CW0220
 CW0220.The modeled gravity was interpolated from observed gravity values.
 CW0220
 CW0220;                    North         East    Units  Estimated Accuracy
 CW0220;SPC NM E     -   138,160.      168,090.      MT  (+/- 180 meters Scaled)
 CW0220
 CW0220                          SUPERSEDED SURVEY CONTROL
 CW0220
 CW0220  NGVD 29 (??/??/92) 1042.68   (m)         3420.9    (f) COMPUTED    1 2
 CW0220
 CW0220.Superseded values are not recommended for survey control.
 CW0220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0220.See file dsdata.txt to determine how the superseded data were derived.
 CW0220
 CW0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SER658679(NAD 83)
 CW0220_MARKER: DB = BENCH MARK DISK
 CW0220_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CW0220_SP_SET: CULVERT
 CW0220_STAMPING: J 33 1933
 CW0220_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CW0220
 CW0220  HISTORY     - Date     Condition        Report By
 CW0220  HISTORY     - 1933     MONUMENTED       CGS
 CW0220  HISTORY     - 1957     MARK NOT FOUND   NGS
 CW0220
 CW0220                          STATION DESCRIPTION
 CW0220
 CW0220'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 CW0220'12.9 MI SW FROM CARLSBAD.
 CW0220'12.9 MILES SOUTHWEST OF DEPOT ALONG US HWY NO. 62 7.3 MILES NORTHEAST
 CW0220'OF WHITES CITY CAMP ALONG HWY NO. 62 ABOUT 50 FEET SOUTHWEST OF
 CW0220'PROTECTING FENCE ON FILL.  15.5 FEET SOUTH EAST OF CENTER LINE OF ROAD
 CW0220'ON TOP OF SOUTHEAST HEAD WALL OF LARGE TRIPLE CONCRETE CULVERT AND
 CW0220'CATTLE UNDER PASS.
 CW0220
 CW0220                          STATION RECOVERY (1957)
 CW0220
 CW0220'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 CW0220'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0148 ***********************************************************************
 CX0148  DESIGNATION -  J 330
 CX0148  PID         -  CX0148
 CX0148  STATE/COUNTY-  NM/DONA ANA
 CX0148  USGS QUAD   -  HEART OF THE SANDS NW (1982)
 CX0148
 CX0148                         *CURRENT SURVEY CONTROL
 CX0148  ___________________________________________________________________
 CX0148* NAD 83(1986)-  32 58 13.     (N)    106 25 03.     (W)     SCALED    
 CX0148* NAVD 88     -      1192.899  (meters)    3913.70   (feet)  ADJUSTED  
 CX0148  ___________________________________________________________________
 CX0148  GEOID HEIGHT-         -23.27  (meters)                     GEOID03
 CX0148  DYNAMIC HT  -        1191.171 (meters)    3908.03  (feet)  COMP
 CX0148  MODELED GRAV-     979,148.4   (mgal)                       NAVD 88
 CX0148
 CX0148  VERT ORDER  -  SECOND    CLASS 0
 CX0148
 CX0148.The horizontal coordinates were scaled from a topographic map and have
 CX0148.an estimated accuracy of +/- 6 seconds.
 CX0148
 CX0148.The orthometric height was determined by differential leveling
 CX0148.and adjusted by the National Geodetic Survey in June 1991..
 CX0148
 CX0148.The geoid height was determined by GEOID03.
 CX0148
 CX0148.The dynamic height is computed by dividing the NAVD 88
 CX0148.geopotential number by the normal gravity value computed on the
 CX0148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0148.degrees latitude (g = 980.6199 gals.).
 CX0148
 CX0148.The modeled gravity was interpolated from observed gravity values.
 CX0148
 CX0148;                    North         East    Units  Estimated Accuracy
 CX0148;SPC NM C     -   218,470.      484,340.      MT  (+/- 180 meters Scaled)
 CX0148
 CX0148                          SUPERSEDED SURVEY CONTROL
 CX0148
 CX0148  NGVD 29 (??/??/92) 1192.297  (m)         3911.73   (f) ADJ UNCH    2 0
 CX0148
 CX0148.Superseded values are not recommended for survey control.
 CX0148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0148.See file dsdata.txt to determine how the superseded data were derived.
 CX0148
 CX0148_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS675488(NAD 83)
 CX0148_MARKER: DB = BENCH MARK DISK
 CX0148_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX0148_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CX0148_STAMPING: J 330 1966
 CX0148_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX0148+STABILITY: SURFACE MOTION
 CX0148
 CX0148  HISTORY     - Date     Condition        Report By
 CX0148  HISTORY     - 1966     MONUMENTED       CGS
 CX0148
 CX0148                          STATION DESCRIPTION
 CX0148
 CX0148'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 CX0148'15.25 MI S FROM RHODES CANYON RANGE CENTER.
 CX0148'ABOUT 4.0 MILES SOUTHEAST ALONG WHITE SANDS MISSILE RANGE ROUTE 6 FROM
 CX0148'THE HEADQUARTERS BUILDING AT RHODES CANYON RANGE CENTER, THENCE 3.1
 CX0148'MILES SOUTH ALONG WHITE SANDS MISSILE RANGE ROUTE 304, THENCE 8.15
 CX0148'MILES SOUTH ALONG A BLADED DIRT ROAD, IN S 32, T 15 S, R 6 E, 229
 CX0148'YARDS WEST OF THE WEST EDGE OF THE NORTHRUP AIRSTRIP RUNWAY, 129 YARDS
 CX0148'SOUTHWEST AND ACROSS THE ROAD FROM THE WEST BOUNDARY OF THE AIRSTRIP,
 CX0148'27 FEET WEST OF THE CENTER LINE OF THE ROAD, 2.0 FEET WEST OF A METAL
 CX0148'WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD, AND SET IN THE
 CX0148'TOP OF A CONCRETE POST PROJECTING 12 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0478 ***********************************************************************
 DS0478  DESIGNATION -  J 331
 DS0478  PID         -  DS0478
 DS0478  STATE/COUNTY-  NM/OTERO
 DS0478  USGS QUAD   -  LUMLEY LAKE NE (1982)
 DS0478
 DS0478                         *CURRENT SURVEY CONTROL
 DS0478  ___________________________________________________________________
 DS0478* NAD 83(1986)-  33 11 38.     (N)    106 16 46.     (W)     SCALED    
 DS0478* NAVD 88     -      1245.406  (meters)    4085.97   (feet)  ADJUSTED  
 DS0478  ___________________________________________________________________
 DS0478  GEOID HEIGHT-         -22.84  (meters)                     GEOID03
 DS0478  DYNAMIC HT  -        1243.614 (meters)    4080.09  (feet)  COMP
 DS0478  MODELED GRAV-     979,156.4   (mgal)                       NAVD 88
 DS0478
 DS0478  VERT ORDER  -  SECOND    CLASS 0
 DS0478
 DS0478.The horizontal coordinates were scaled from a topographic map and have
 DS0478.an estimated accuracy of +/- 6 seconds.
 DS0478
 DS0478.The orthometric height was determined by differential leveling
 DS0478.and adjusted by the National Geodetic Survey in June 1991..
 DS0478
 DS0478.The geoid height was determined by GEOID03.
 DS0478
 DS0478.The dynamic height is computed by dividing the NAVD 88
 DS0478.geopotential number by the normal gravity value computed on the
 DS0478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0478.degrees latitude (g = 980.6199 gals.).
 DS0478
 DS0478.The modeled gravity was interpolated from observed gravity values.
 DS0478
 DS0478;                    North         East    Units  Estimated Accuracy
 DS0478;SPC NM C     -   243,250.      497,260.      MT  (+/- 180 meters Scaled)
 DS0478
 DS0478                          SUPERSEDED SURVEY CONTROL
 DS0478
 DS0478  NGVD 29 (??/??/92) 1244.785  (m)         4083.93   (f) ADJ UNCH    2 0
 DS0478
 DS0478.Superseded values are not recommended for survey control.
 DS0478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0478.See file dsdata.txt to determine how the superseded data were derived.
 DS0478
 DS0478_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS807735(NAD 83)
 DS0478_MARKER: DB = BENCH MARK DISK
 DS0478_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0478_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0478_STAMPING: J 331 1966
 DS0478_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0478+STABILITY: SURFACE MOTION
 DS0478
 DS0478  HISTORY     - Date     Condition        Report By
 DS0478  HISTORY     - 1966     MONUMENTED       CGS
 DS0478
 DS0478                          STATION DESCRIPTION
 DS0478
 DS0478'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 DS0478'17.25 MI NE FROM RHODES CANYON RANGE CENTER.
 DS0478'ABOUT 11.4 MILES EAST ALONG WHITE SANDS MISSILE RANGE ROUTE 6 FROM THE
 DS0478'HEADQUARTERS BUILDING AT RHODES CANYON RANGE CENTER, THENCE 5.85 MILES
 DS0478'NORTH ALONG WHITE SANDS MISSILE RANGE ROUTE 17, 0.6 MILE NORTH OF A
 DS0478'TELEPHONE LINE CROSSING THE ROAD, 0.2 MILE NORTH OF A SLIGHT KNOLL, 38
 DS0478'FEET WEST OF THE CENTER LINE OF THE ROAD, 2.7 FEET WEST OF A METAL
 DS0478'WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 DS0478'INCHES.  S 10, T 13 S, R 7 E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0726 ***********************************************************************
 DS0726  DESIGNATION -  J 332
 DS0726  PID         -  DS0726
 DS0726  STATE/COUNTY-  NM/SOCORRO
 DS0726  USGS QUAD   -  FOSTER WELL (1981)
 DS0726
 DS0726                         *CURRENT SURVEY CONTROL
 DS0726  ___________________________________________________________________
 DS0726* NAD 83(1986)-  33 33 40.     (N)    106 36 46.     (W)     SCALED    
 DS0726* NAVD 88     -      1434.456  (meters)    4706.21   (feet)  ADJUSTED  
 DS0726  ___________________________________________________________________
 DS0726  GEOID HEIGHT-         -22.44  (meters)                     GEOID03
 DS0726  DYNAMIC HT  -        1432.394 (meters)    4699.45  (feet)  COMP
 DS0726  MODELED GRAV-     979,149.5   (mgal)                       NAVD 88
 DS0726
 DS0726  VERT ORDER  -  SECOND    CLASS 0
 DS0726
 DS0726.The horizontal coordinates were scaled from a topographic map and have
 DS0726.an estimated accuracy of +/- 6 seconds.
 DS0726
 DS0726.The orthometric height was determined by differential leveling
 DS0726.and adjusted by the National Geodetic Survey in June 1991..
 DS0726
 DS0726.The geoid height was determined by GEOID03.
 DS0726
 DS0726.The dynamic height is computed by dividing the NAVD 88
 DS0726.geopotential number by the normal gravity value computed on the
 DS0726.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0726.degrees latitude (g = 980.6199 gals.).
 DS0726
 DS0726.The modeled gravity was interpolated from observed gravity values.
 DS0726
 DS0726;                    North         East    Units  Estimated Accuracy
 DS0726;SPC NM C     -   284,040.      466,320.      MT  (+/- 180 meters Scaled)
 DS0726
 DS0726                          SUPERSEDED SURVEY CONTROL
 DS0726
 DS0726  NGVD 29 (??/??/92) 1433.795  (m)         4704.04   (f) ADJ UNCH    2 0
 DS0726
 DS0726.Superseded values are not recommended for survey control.
 DS0726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0726.See file dsdata.txt to determine how the superseded data were derived.
 DS0726
 DS0726_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT502146(NAD 83)
 DS0726_MARKER: DB = BENCH MARK DISK
 DS0726_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DS0726_SP_SET: 10 1/2 FEET
 DS0726_STAMPING: J 332 1966
 DS0726_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DS0726
 DS0726  HISTORY     - Date     Condition        Report By
 DS0726  HISTORY     - 1966     MONUMENTED       CGS
 DS0726
 DS0726                          STATION DESCRIPTION
 DS0726
 DS0726'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 DS0726'21.15 MI SE FROM STALLION RANGE CENTER.
 DS0726'ABOUT 0.35 MILE NORTHWEST ALONG WHITE SANDS MISSILE RANGE ROUTE 7 FROM
 DS0726'THE HEADQUARTERS BUILDING AT STALLION RANGE CENTER, THENCE 18.8 MILES
 DS0726'SOUTH ALONG WHITE SANDS MISSILE RANGE ROUTE 5, THENCE 2 MILES EAST
 DS0726'ALONG WHITE SANDS MISSILE RANGE ROUTE 26, IN S 2, T 9 S, R 3 E, 0.1
 DS0726'MILE WEST OF A NORTH-SOUTH TRACK ROAD, 127 FEET NORTH OF THE CENTER
 DS0726'LINE OF THE ROAD, 13 FEET EAST OF TELEPHONE POLE NUMBER 710, 3 FEET
 DS0726'SOUTH OF A POINT IN LINE WITH A ROW OF TELEPHONE POLES, 2.0 FEET NORTH
 DS0726'OF A METAL WITNESS POST, ABOUT 3 FEET ABOVE THE LEVEL OF THE ROAD, AND
 DS0726'ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH
 DS0726'OF 10 1/2 FEET AND IS ENCASED IN A 6-INCH CAST IRON PIPE PROJECTING 10
 DS0726'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0718 ***********************************************************************
 DS0718  DESIGNATION -  J 333
 DS0718  PID         -  DS0718
 DS0718  STATE/COUNTY-  NM/SOCORRO
 DS0718  USGS QUAD   -  GREENS BABER WELL (1981)
 DS0718
 DS0718                         *CURRENT SURVEY CONTROL
 DS0718  ___________________________________________________________________
 DS0718* NAD 83(1986)-  33 38 58.     (N)    106 37 17.     (W)     SCALED    
 DS0718* NAVD 88     -      1432.773  (meters)    4700.69   (feet)  ADJUSTED  
 DS0718  ___________________________________________________________________
 DS0718  GEOID HEIGHT-         -22.46  (meters)                     GEOID03
 DS0718  DYNAMIC HT  -        1430.706 (meters)    4693.91  (feet)  COMP
 DS0718  MODELED GRAV-     979,144.4   (mgal)                       NAVD 88
 DS0718
 DS0718  VERT ORDER  -  SECOND    CLASS 0
 DS0718
 DS0718.The horizontal coordinates were scaled from a topographic map and have
 DS0718.an estimated accuracy of +/- 6 seconds.
 DS0718
 DS0718.The orthometric height was determined by differential leveling
 DS0718.and adjusted by the National Geodetic Survey in June 1991..
 DS0718
 DS0718.The geoid height was determined by GEOID03.
 DS0718
 DS0718.The dynamic height is computed by dividing the NAVD 88
 DS0718.geopotential number by the normal gravity value computed on the
 DS0718.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0718.degrees latitude (g = 980.6199 gals.).
 DS0718
 DS0718.The modeled gravity was interpolated from observed gravity values.
 DS0718
 DS0718;                    North         East    Units  Estimated Accuracy
 DS0718;SPC NM C     -   293,840.      465,550.      MT  (+/- 180 meters Scaled)
 DS0718
 DS0718                          SUPERSEDED SURVEY CONTROL
 DS0718
 DS0718  NGVD 29 (??/??/92) 1432.095  (m)         4698.47   (f) ADJ UNCH    2 0
 DS0718
 DS0718.Superseded values are not recommended for survey control.
 DS0718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0718.See file dsdata.txt to determine how the superseded data were derived.
 DS0718
 DS0718_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT496244(NAD 83)
 DS0718_MARKER: DB = BENCH MARK DISK
 DS0718_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DS0718_SP_SET: 5 FEET
 DS0718_STAMPING: J 333 1966
 DS0718_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DS0718
 DS0718  HISTORY     - Date     Condition        Report By
 DS0718  HISTORY     - 1966     MONUMENTED       CGS
 DS0718
 DS0718                          STATION DESCRIPTION
 DS0718
 DS0718'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 DS0718'15.7 MI SE FROM STALLION RANGE CENTER.
 DS0718'ABOUT 0.35 MILE NORTHWEST ALONG WHITE SANDS MISSILE RANGE ROUTE 7 FROM
 DS0718'THE HEADQUARTERS BUILDING AT STALLION RANGE CENTER, THENCE 11.15 MILES
 DS0718'SOUTH ALONG WHITE SANDS MISSILE RANGE ROUTE 5, THENCE 4.2 MILES EAST
 DS0718'ALONG WHITE SANDS MISSILE RANGE ROUTE 22, OR ABOUT 13.2 MILES
 DS0718'SOUTHEAST ALONG WHITE SANDS MISSILE RANGE ROUTE 7 FROM THE
 DS0718'HEADQUARTERS BUILDING AT STALLION RANGE CENTER, THENCE 2.7 MILES
 DS0718'SOUTHWEST ALONG WHITE SANDS MISSILE RANGE ROUTE 20, THENCE 2.3 MILES
 DS0718'WEST ALONG WHITE SANDS MISSILE RANGE ROUTE 22, IN S 34, T 7 S, R 3 E,
 DS0718'69 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 1.2 FEET EAST OF A METAL
 DS0718'WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD, AND ON THE TOP
 DS0718'OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 5 FEET
 DS0718'AND IS ENCASED IN A 6-INCH IRON PIPE WHICH PROJECTS 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0504 ***********************************************************************
 CX0504  DESIGNATION -  J 334
 CX0504  PID         -  CX0504
 CX0504  STATE/COUNTY-  NM/OTERO
 CX0504  USGS QUAD   -  NEWMAN (1955)
 CX0504
 CX0504                         *CURRENT SURVEY CONTROL
 CX0504  ___________________________________________________________________
 CX0504* NAD 83(1986)-  32 06 44.     (N)    106 21 53.     (W)     SCALED    
 CX0504* NAVD 88     -      1229.162  (meters)    4032.68   (feet)  ADJUSTED  
 CX0504  ___________________________________________________________________
 CX0504  GEOID HEIGHT-         -23.86  (meters)                     GEOID03
 CX0504  DYNAMIC HT  -        1227.302 (meters)    4026.57  (feet)  COMP
 CX0504  MODELED GRAV-     979,083.8   (mgal)                       NAVD 88
 CX0504
 CX0504  VERT ORDER  -  FIRST     CLASS II
 CX0504
 CX0504.The horizontal coordinates were scaled from a topographic map and have
 CX0504.an estimated accuracy of +/- 6 seconds.
 CX0504
 CX0504.The orthometric height was determined by differential leveling
 CX0504.and adjusted by the National Geodetic Survey in June 1991..
 CX0504
 CX0504.The geoid height was determined by GEOID03.
 CX0504
 CX0504.The dynamic height is computed by dividing the NAVD 88
 CX0504.geopotential number by the normal gravity value computed on the
 CX0504.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0504.degrees latitude (g = 980.6199 gals.).
 CX0504
 CX0504.The modeled gravity was interpolated from observed gravity values.
 CX0504
 CX0504;                    North         East    Units  Estimated Accuracy
 CX0504;SPC NM C     -   123,320.      489,170.      MT  (+/- 180 meters Scaled)
 CX0504
 CX0504                          SUPERSEDED SURVEY CONTROL
 CX0504
 CX0504  NGVD 29 (??/??/92) 1228.552  (m)         4030.67   (f) ADJ UNCH    1 2
 CX0504
 CX0504.Superseded values are not recommended for survey control.
 CX0504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0504.See file dsdata.txt to determine how the superseded data were derived.
 CX0504
 CX0504_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR712536(NAD 83)
 CX0504_MARKER: DB = BENCH MARK DISK
 CX0504_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CX0504_SP_SET: COLLAR
 CX0504_STAMPING: J 334 1966
 CX0504_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX0504
 CX0504  HISTORY     - Date     Condition        Report By
 CX0504  HISTORY     - 1966     MONUMENTED       CGS
 CX0504  HISTORY     - 1967     GOOD             NGS
 CX0504
 CX0504                          STATION DESCRIPTION
 CX0504
 CX0504'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 CX0504'11.75 MI NW FROM NEWMAN, TEXAS.
 CX0504'ABOUT 5.95 MILES NORTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 CX0504'THE POST OFFICE AT NEWMAN, THENCE 5.8 MILES WEST ALONG STATE HIGHWAY
 CX0504'404, IN S 19, T 25 S, R 6 E, 89 FEET SOUTH OF THE CENTER LINE OF THE
 CX0504'HIGHWAY, 29 FEET SOUTH OF THE SOUTH WALL OF A CORRUGATED METAL
 CX0504'BUILDING WHICH IS ENCLOSED IN A CHAIN LINK FENCE, AT A MILITARY WATER
 CX0504'TOWER, SET IN THE TOP OF THE NORTHWEST CORNER OF A CONCRETE COLLAR
 CX0504'WHICH PROJECTS 14 INCHES ABOVE THE GROUND AND SURROUNDS A 6-INCH IRON
 CX0504'PIPE WHICH HAS BEEN CUT OFF 3 1/2 FEET ABOVE THE COLLAR, 10 1/2 FEET
 CX0504'SOUTH OF A LARGE PIPE IN THE CENTER OF THE WATER TOWER, AND ABOUT 2
 CX0504'FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0402 ***********************************************************************
 CX0402  DESIGNATION -  J 335
 CX0402  PID         -  CX0402
 CX0402  STATE/COUNTY-  NM/DONA ANA
 CX0402  USGS QUAD   -  NEWMAN SW (1955)
 CX0402
 CX0402                         *CURRENT SURVEY CONTROL
 CX0402  ___________________________________________________________________
 CX0402* NAD 83(1986)-  32 06 11.     (N)    106 29 19.     (W)     SCALED    
 CX0402* NAVD 88     -      1257.413  (meters)    4125.36   (feet)  ADJUSTED  
 CX0402  ___________________________________________________________________
 CX0402  GEOID HEIGHT-         -23.79  (meters)                     GEOID03
 CX0402  DYNAMIC HT  -        1255.524 (meters)    4119.16  (feet)  COMP
 CX0402  MODELED GRAV-     979,093.4   (mgal)                       NAVD 88
 CX0402
 CX0402  VERT ORDER  -  FIRST     CLASS II
 CX0402
 CX0402.The horizontal coordinates were scaled from a topographic map and have
 CX0402.an estimated accuracy of +/- 6 seconds.
 CX0402
 CX0402.The orthometric height was determined by differential leveling
 CX0402.and adjusted by the National Geodetic Survey in June 1991..
 CX0402
 CX0402.The geoid height was determined by GEOID03.
 CX0402
 CX0402.The dynamic height is computed by dividing the NAVD 88
 CX0402.geopotential number by the normal gravity value computed on the
 CX0402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0402.degrees latitude (g = 980.6199 gals.).
 CX0402
 CX0402.The modeled gravity was interpolated from observed gravity values.
 CX0402
 CX0402;                    North         East    Units  Estimated Accuracy
 CX0402;SPC NM C     -   122,320.      477,480.      MT  (+/- 180 meters Scaled)
 CX0402
 CX0402                          SUPERSEDED SURVEY CONTROL
 CX0402
 CX0402  NGVD 29 (??/??/92) 1256.828  (m)         4123.44   (f) ADJ UNCH    1 2
 CX0402
 CX0402.Superseded values are not recommended for survey control.
 CX0402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0402.See file dsdata.txt to determine how the superseded data were derived.
 CX0402
 CX0402_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR595528(NAD 83)
 CX0402_MARKER: DB = BENCH MARK DISK
 CX0402_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX0402_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CX0402_STAMPING: J 335 1966
 CX0402_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX0402+STABILITY: SURFACE MOTION
 CX0402
 CX0402  HISTORY     - Date     Condition        Report By
 CX0402  HISTORY     - 1966     MONUMENTED       CGS
 CX0402  HISTORY     - 1966     GOOD             NGS
 CX0402
 CX0402                          STATION DESCRIPTION
 CX0402
 CX0402'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 CX0402'16.2 MI NE FROM ANTHONY TEXAS.
 CX0402'ABOUT 2.0 MILES NORTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 CX0402'RAILWAY FROM THE STATION AT ANTHONY, THENCE 9.45 MILES EAST ALONG
 CX0402'STATE HIGHWAY 404, THENCE 4.75 MILES NORTH ALONG STATE HIGHWAY 213, IN
 CX0402'S 25, T 25 S, R 4 E, 107 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 CX0402'17 FEET NORTH OF A TELEPHONE POLE BRACED BY 4 GUY WIRES, 10 FEET SOUTH
 CX0402'OF THE ANCHOR FOR THE GUY WIRE ON THE NORTH SIDE OF THE POLE, 2.0 FEET
 CX0402'NORTH OF A METAL WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE
 CX0402'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0423 ***********************************************************************
 CX0423  DESIGNATION -  J 336
 CX0423  PID         -  CX0423
 CX0423  STATE/COUNTY-  NM/DONA ANA
 CX0423  USGS QUAD   -  DAVIES TANK (1994)
 CX0423
 CX0423                         *CURRENT SURVEY CONTROL
 CX0423  ___________________________________________________________________
 CX0423* NAD 83(1986)-  32 17 58.     (N)    106 24 07.     (W)     SCALED    
 CX0423* NAVD 88     -      1208.827  (meters)    3965.96   (feet)  ADJUSTED  
 CX0423  ___________________________________________________________________
 CX0423  GEOID HEIGHT-         -23.78  (meters)                     GEOID03
 CX0423  DYNAMIC HT  -        1207.005 (meters)    3959.98  (feet)  COMP
 CX0423  MODELED GRAV-     979,090.3   (mgal)                       NAVD 88
 CX0423
 CX0423  VERT ORDER  -  FIRST     CLASS II
 CX0423
 CX0423.The horizontal coordinates were scaled from a topographic map and have
 CX0423.an estimated accuracy of +/- 6 seconds.
 CX0423
 CX0423.The orthometric height was determined by differential leveling
 CX0423.and adjusted by the National Geodetic Survey in June 1991..
 CX0423
 CX0423.The geoid height was determined by GEOID03.
 CX0423
 CX0423.The dynamic height is computed by dividing the NAVD 88
 CX0423.geopotential number by the normal gravity value computed on the
 CX0423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0423.degrees latitude (g = 980.6199 gals.).
 CX0423
 CX0423.The modeled gravity was interpolated from observed gravity values.
 CX0423
 CX0423;                    North         East    Units  Estimated Accuracy
 CX0423;SPC NM C     -   144,080.      485,690.      MT  (+/- 180 meters Scaled)
 CX0423
 CX0423                          SUPERSEDED SURVEY CONTROL
 CX0423
 CX0423  NGVD 29 (??/??/92) 1208.234  (m)         3964.01   (f) ADJ UNCH    1 2
 CX0423
 CX0423.Superseded values are not recommended for survey control.
 CX0423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0423.See file dsdata.txt to determine how the superseded data were derived.
 CX0423
 CX0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR680744(NAD 83)
 CX0423_MARKER: DB = BENCH MARK DISK
 CX0423_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX0423_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CX0423_STAMPING: J 336 1966
 CX0423_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX0423+STABILITY: SURFACE MOTION
 CX0423
 CX0423  HISTORY     - Date     Condition        Report By
 CX0423  HISTORY     - 1966     MONUMENTED       CGS
 CX0423  HISTORY     - 1967     GOOD             NGS
 CX0423  HISTORY     - 1969     GOOD             NGS
 CX0423
 CX0423                          STATION DESCRIPTION
 CX0423
 CX0423'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 CX0423'7.9 MI S FROM W S M R HEADQUARTERS.
 CX0423'ABOUT 7.9 MILES SOUTH ALONG WAR HIGHWAY 11 FROM THE WHITE SANDS
 CX0423'MISSILE RANGE HEADQUARTERS BUILDING, IN S 23, T 23 S, R 5 E, 0.25 MILE
 CX0423'NORTHWEST OF A CURVE IN THE ROAD, 65 FEET NORTHEAST OF THE CENTER LINE
 CX0423'OF THE HIGHWAY, 65 FEET NORTHEAST OF THE CENTER OF THE JUNCTION OF THE
 CX0423'HIGHWAY AND A DIRT ROAD, 8 FEET NORTHEAST OF A TELEPHONE POLE, 2.6
 CX0423'FEET NORTHWEST OF A METAL WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL
 CX0423'OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 8
 CX0423'INCHES.
 CX0423
 CX0423                          STATION RECOVERY (1969)
 CX0423
 CX0423'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 CX0423'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0194 ***********************************************************************
 CX0194  DESIGNATION -  J 337
 CX0194  PID         -  CX0194
 CX0194  STATE/COUNTY-  NM/DONA ANA
 CX0194  USGS QUAD   -  BENNETT MOUNTAIN (1981)
 CX0194
 CX0194                         *CURRENT SURVEY CONTROL
 CX0194  ___________________________________________________________________
 CX0194* NAD 83(1986)-  32 34 52.     (N)    106 26 08.     (W)     SCALED    
 CX0194* NAVD 88     -      1268.861  (meters)    4162.92   (feet)  ADJUSTED  
 CX0194  ___________________________________________________________________
 CX0194  GEOID HEIGHT-         -23.25  (meters)                     GEOID03
 CX0194  DYNAMIC HT  -        1266.997 (meters)    4156.81  (feet)  COMP
 CX0194  MODELED GRAV-     979,126.2   (mgal)                       NAVD 88
 CX0194
 CX0194  VERT ORDER  -  SECOND    CLASS 0
 CX0194
 CX0194.The horizontal coordinates were scaled from a topographic map and have
 CX0194.an estimated accuracy of +/- 6 seconds.
 CX0194
 CX0194.The orthometric height was determined by differential leveling
 CX0194.and adjusted by the National Geodetic Survey in June 1991..
 CX0194
 CX0194.The geoid height was determined by GEOID03.
 CX0194
 CX0194.The dynamic height is computed by dividing the NAVD 88
 CX0194.geopotential number by the normal gravity value computed on the
 CX0194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0194.degrees latitude (g = 980.6199 gals.).
 CX0194
 CX0194.The modeled gravity was interpolated from observed gravity values.
 CX0194
 CX0194;                    North         East    Units  Estimated Accuracy
 CX0194;SPC NM C     -   175,320.      482,580.      MT  (+/- 180 meters Scaled)
 CX0194
 CX0194                          SUPERSEDED SURVEY CONTROL
 CX0194
 CX0194  NGVD 29 (??/??/92) 1268.283  (m)         4161.03   (f) ADJ UNCH    2 0
 CX0194
 CX0194.Superseded values are not recommended for survey control.
 CX0194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0194.See file dsdata.txt to determine how the superseded data were derived.
 CX0194
 CX0194_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS652057(NAD 83)
 CX0194_MARKER: DB = BENCH MARK DISK
 CX0194_SETTING: 66 = SET IN ROCK OUTCROP
 CX0194_SP_SET: SET IN ROCK OUTCROP
 CX0194_STAMPING: J 337 1968
 CX0194_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CX0194+STABILITY: POSITION/ELEVATION WELL
 CX0194
 CX0194  HISTORY     - Date     Condition        Report By
 CX0194  HISTORY     - 1968     MONUMENTED       CGS
 CX0194
 CX0194                          STATION DESCRIPTION
 CX0194
 CX0194'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 CX0194'15.0 MI N FROM WHITE SANDS MISSILE RANGE HDQ.
 CX0194'4.2 MILES NORTH ALONG MAIN ACCESS ROAD FROM WHITE SANDS MISSILE RANGE
 CX0194'HEADQUARTERS.  THENCE 4.6 MILES NORTHEAST ALONG U.S. HIGHWAY 70.
 CX0194'THENCE 8.6 MILES WEST AND NORTH ALONG WSMR ROUTE 7.  THENCE 0.4 MILES
 CX0194'WEST ALONG A GRAVELED ROAD.  IT IS 80 FEET SOUTH OF THE CENTERLINE OF
 CX0194'THE GRAVELED ROAD, 3 FEET ABOVE THE GROUND, 3 FEET NORTHEAST OF A
 CX0194'METAL WITNESS SIGN, SET FLUSH IN A DRILLHOLE IN AN OUTCROP OF GRANITE
 CX0194'BEDROCK AND IS ABOUT THE SAME ELEVATION AS THE GRAVELED ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0550 ***********************************************************************
 CX0550  DESIGNATION -  J 338
 CX0550  PID         -  CX0550
 CX0550  STATE/COUNTY-  NM/OTERO
 CX0550  USGS QUAD   -  WHITE SANDS SE (1994)
 CX0550
 CX0550                         *CURRENT SURVEY CONTROL
 CX0550  ___________________________________________________________________
 CX0550* NAD 83(1986)-  32 17 05.     (N)    106 16 40.     (W)     SCALED    
 CX0550* NAVD 88     -      1242.821  (meters)    4077.49   (feet)  ADJUSTED  
 CX0550  ___________________________________________________________________
 CX0550  GEOID HEIGHT-         -23.64  (meters)                     GEOID03
 CX0550  DYNAMIC HT  -        1240.960 (meters)    4071.38  (feet)  COMP
 CX0550  MODELED GRAV-     979,099.3   (mgal)                       NAVD 88
 CX0550
 CX0550  VERT ORDER  -  SECOND    CLASS 0
 CX0550
 CX0550.The horizontal coordinates were scaled from a topographic map and have
 CX0550.an estimated accuracy of +/- 6 seconds.
 CX0550
 CX0550.The orthometric height was determined by differential leveling
 CX0550.and adjusted by the National Geodetic Survey in June 1991..
 CX0550
 CX0550.The geoid height was determined by GEOID03.
 CX0550
 CX0550.The dynamic height is computed by dividing the NAVD 88
 CX0550.geopotential number by the normal gravity value computed on the
 CX0550.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0550.degrees latitude (g = 980.6199 gals.).
 CX0550
 CX0550.The modeled gravity was interpolated from observed gravity values.
 CX0550
 CX0550;                    North         East    Units  Estimated Accuracy
 CX0550;SPC NM C     -   142,440.      497,380.      MT  (+/- 180 meters Scaled)
 CX0550
 CX0550                          SUPERSEDED SURVEY CONTROL
 CX0550
 CX0550  NGVD 29 (??/??/92) 1242.229  (m)         4075.55   (f) ADJ UNCH    2 0
 CX0550
 CX0550.Superseded values are not recommended for survey control.
 CX0550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0550.See file dsdata.txt to determine how the superseded data were derived.
 CX0550
 CX0550_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR796727(NAD 83)
 CX0550_MARKER: DB = BENCH MARK DISK
 CX0550_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CX0550_SP_SET: MONUMENT
 CX0550_STAMPING: J 338 1969
 CX0550_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX0550
 CX0550  HISTORY     - Date     Condition        Report By
 CX0550  HISTORY     - 1969     MONUMENTED       CGS
 CX0550
 CX0550                          STATION DESCRIPTION
 CX0550
 CX0550'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CX0550'14.6 MI SE FROM WHITE SANDS MISSILE RANGE HDQ.
 CX0550'8.7 MILES SOUTH ALONG WAR ROAD 11 FROM WHITE SANDS MISSILE RANGE
 CX0550'HEADQUARTERS.  THENCE 0.7 MILE EAST ALONG A DIRT ROAD.  THENCE LEFT
 CX0550'FORK EAST NORTHEAST ALONG A DIRT ROAD 7.0 MILES TO A ROAD JUNCTION.
 CX0550'THENCE 0.9 MILE SOUTH ALONG A DIRT ROAD.  IT IS 89.0 FEET NORTHWEST OF
 CX0550'THE INTERSECTION OF CENTERLINE OF ROADS, 68.0 FEET WEST OF THE
 CX0550'CENTERLINE OF ROAD, 53.0 FEET NORTH OF THE CENTERLINE OF A ROAD, 4.5
 CX0550'FEET SOUTHEAST OF A METAL WITNESS SIGN AND SET IN THE TOP OF A 12-INCH
 CX0550'IN DIAMETER CONCRETE MONUMENT THAT PROJECTS ABOUT 6-INCHES ABOVE THE
 CX0550'GROUND AND IS ABOUT 3 FEET ABOVE NORTH-SOUTH ROAD ELEVATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0096 ***********************************************************************
 CW0096  DESIGNATION -  J 34
 CW0096  PID         -  CW0096
 CW0096  STATE/COUNTY-  NM/EDDY
 CW0096  USGS QUAD   -  RED LAKE SE (1955)
 CW0096
 CW0096                         *CURRENT SURVEY CONTROL
 CW0096  ___________________________________________________________________
 CW0096* NAD 83(1986)-  32 49 07.     (N)    104 01 26.     (W)     SCALED    
 CW0096* NAVD 88     -      1102.719  (meters)    3617.84   (feet)  ADJUSTED  
 CW0096  ___________________________________________________________________
 CW0096  GEOID HEIGHT-         -22.88  (meters)                     GEOID03
 CW0096  DYNAMIC HT  -        1101.196 (meters)    3612.84  (feet)  COMP
 CW0096  MODELED GRAV-     979,219.3   (mgal)                       NAVD 88
 CW0096
 CW0096  VERT ORDER  -  FIRST     CLASS II
 CW0096
 CW0096.The horizontal coordinates were scaled from a topographic map and have
 CW0096.an estimated accuracy of +/- 6 seconds.
 CW0096
 CW0096.The orthometric height was determined by differential leveling
 CW0096.and adjusted by the National Geodetic Survey in June 1991..
 CW0096
 CW0096.The geoid height was determined by GEOID03.
 CW0096
 CW0096.The dynamic height is computed by dividing the NAVD 88
 CW0096.geopotential number by the normal gravity value computed on the
 CW0096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0096.degrees latitude (g = 980.6199 gals.).
 CW0096
 CW0096.The modeled gravity was interpolated from observed gravity values.
 CW0096
 CW0096;                    North         East    Units  Estimated Accuracy
 CW0096;SPC NM E     -   201,680.      193,980.      MT  (+/- 180 meters Scaled)
 CW0096
 CW0096                          SUPERSEDED SURVEY CONTROL
 CW0096
 CW0096  NGVD 29 (??/??/92) 1102.256  (m)         3616.32   (f) ADJ UNCH    1 2
 CW0096
 CW0096.Superseded values are not recommended for survey control.
 CW0096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0096.See file dsdata.txt to determine how the superseded data were derived.
 CW0096
 CW0096_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES913316(NAD 83)
 CW0096_MARKER: DB = BENCH MARK DISK
 CW0096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CW0096_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CW0096_STAMPING: J 34, 1933
 CW0096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CW0096+STABILITY: SURFACE MOTION
 CW0096
 CW0096  HISTORY     - Date     Condition        Report By
 CW0096  HISTORY     - 1933     MONUMENTED       CGS
 CW0096  HISTORY     - 1934     GOOD             NGS
 CW0096  HISTORY     - 1966     GOOD             NGS
 CW0096
 CW0096                          STATION DESCRIPTION
 CW0096
 CW0096'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CW0096'16.4 MI SW FROM MALJAMAR.
 CW0096'16.4 MILES S.W. ALONG HWY. NO. 83 ON STATE HIGHWAY NO. 83, 0.4 MILE
 CW0096'WEST OF OIL WELL ON SOUTH SIDE OF ROAD AND 45 FEET SOUTH OF CENTER OF
 CW0096'HWY.
 CW0096
 CW0096                          STATION RECOVERY (1966)
 CW0096
 CW0096'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 CW0096'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0001 ***********************************************************************
 DS0001  DESIGNATION -  J 340
 DS0001  PID         -  DS0001
 DS0001  STATE/COUNTY-  NM/LINCOLN
 DS0001  USGS QUAD   -  WAGON CANYON (1982)
 DS0001
 DS0001                         *CURRENT SURVEY CONTROL
 DS0001  ___________________________________________________________________
 DS0001* NAD 83(1986)-  33 44 05.     (N)    106 00 32.     (W)     SCALED    
 DS0001* NAVD 88     -      1774.629  (meters)    5822.26   (feet)  ADJUSTED  
 DS0001  ___________________________________________________________________
 DS0001  GEOID HEIGHT-         -20.72  (meters)                     GEOID03
 DS0001  DYNAMIC HT  -        1772.039 (meters)    5813.76  (feet)  COMP
 DS0001  MODELED GRAV-     979,113.0   (mgal)                       NAVD 88
 DS0001
 DS0001  VERT ORDER  -  FIRST     CLASS II
 DS0001
 DS0001.The horizontal coordinates were scaled from a topographic map and have
 DS0001.an estimated accuracy of +/- 6 seconds.
 DS0001
 DS0001.The orthometric height was determined by differential leveling
 DS0001.and adjusted by the National Geodetic Survey in June 1991..
 DS0001
 DS0001.The geoid height was determined by GEOID03.
 DS0001
 DS0001.The dynamic height is computed by dividing the NAVD 88
 DS0001.geopotential number by the normal gravity value computed on the
 DS0001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0001.degrees latitude (g = 980.6199 gals.).
 DS0001
 DS0001.The modeled gravity was interpolated from observed gravity values.
 DS0001
 DS0001;                    North         East    Units  Estimated Accuracy
 DS0001;SPC NM C     -   303,260.      522,340.      MT  (+/- 180 meters Scaled)
 DS0001
 DS0001                          SUPERSEDED SURVEY CONTROL
 DS0001
 DS0001  NGVD 29 (??/??/92) 1773.913  (m)         5819.91   (f) ADJ UNCH    1 2
 DS0001
 DS0001.Superseded values are not recommended for survey control.
 DS0001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0001.See file dsdata.txt to determine how the superseded data were derived.
 DS0001
 DS0001_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDT065332(NAD 83)
 DS0001_MARKER: DB = BENCH MARK DISK
 DS0001_SETTING: 66 = SET IN ROCK OUTCROP
 DS0001_SP_SET: OUTCROP
 DS0001_STAMPING: J 340 1969
 DS0001_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DS0001+STABILITY: POSITION/ELEVATION WELL
 DS0001
 DS0001  HISTORY     - Date     Condition        Report By
 DS0001  HISTORY     - 1969     MONUMENTED       CGS
 DS0001
 DS0001                          STATION DESCRIPTION
 DS0001
 DS0001'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 DS0001'11.2 MI NW FROM CARRIZOZO.
 DS0001'ABOUT 0.45 MILE NORTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 DS0001'THE STATION AT CARRIZOZO, THENCE 10.75 MILES NORTHWEST ALONG U.S.
 DS0001'HIGHWAY 380, 50 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, SET
 DS0001'IN THE TOP OF A 2- X 2-FOOT ROCK OUTCROP WHICH IS LEVEL WITH THE
 DS0001'SURFACE OF THE GROUND, 78 YARDS SOUTHEAST OF A 20-INCH CORRUGATED
 DS0001'METAL PIPE CULVERT, 3 FEET SOUTHWEST OF A FENCE, 1.0 FOOT EAST OF A
 DS0001'METAL WITNESS POST, AND ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0145 ***********************************************************************
 DS0145  DESIGNATION -  J 341
 DS0145  PID         -  DS0145
 DS0145  STATE/COUNTY-  NM/LINCOLN
 DS0145  USGS QUAD   -  BULL GAP SW (1981)
 DS0145
 DS0145                         *CURRENT SURVEY CONTROL
 DS0145  ___________________________________________________________________
 DS0145* NAD 83(1986)-  33 36 59.     (N)    106 11 22.     (W)     SCALED    
 DS0145* NAVD 88     -      1596.745  (meters)    5238.65   (feet)  ADJUSTED  
 DS0145  ___________________________________________________________________
 DS0145  GEOID HEIGHT-         -21.40  (meters)                     GEOID03
 DS0145  DYNAMIC HT  -        1594.417 (meters)    5231.02  (feet)  COMP
 DS0145  MODELED GRAV-     979,122.4   (mgal)                       NAVD 88
 DS0145
 DS0145  VERT ORDER  -  SECOND    CLASS 0
 DS0145
 DS0145.The horizontal coordinates were scaled from a topographic map and have
 DS0145.an estimated accuracy of +/- 6 seconds.
 DS0145
 DS0145.The orthometric height was determined by differential leveling
 DS0145.and adjusted by the National Geodetic Survey in June 1991..
 DS0145
 DS0145.The geoid height was determined by GEOID03.
 DS0145
 DS0145.The dynamic height is computed by dividing the NAVD 88
 DS0145.geopotential number by the normal gravity value computed on the
 DS0145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0145.degrees latitude (g = 980.6199 gals.).
 DS0145
 DS0145.The modeled gravity was interpolated from observed gravity values.
 DS0145
 DS0145;                    North         East    Units  Estimated Accuracy
 DS0145;SPC NM C     -   290,110.      505,620.      MT  (+/- 180 meters Scaled)
 DS0145
 DS0145                          SUPERSEDED SURVEY CONTROL
 DS0145
 DS0145  NGVD 29 (??/??/92) 1596.034  (m)         5236.32   (f) ADJ UNCH    2 0
 DS0145
 DS0145.Superseded values are not recommended for survey control.
 DS0145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0145.See file dsdata.txt to determine how the superseded data were derived.
 DS0145
 DS0145_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT896202(NAD 83)
 DS0145_MARKER: DB = BENCH MARK DISK
 DS0145_SETTING: 66 = SET IN ROCK OUTCROP
 DS0145_SP_SET: OUTCROP
 DS0145_STAMPING: J 341 1969
 DS0145_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DS0145+STABILITY: POSITION/ELEVATION WELL
 DS0145
 DS0145  HISTORY     - Date     Condition        Report By
 DS0145  HISTORY     - 1969     MONUMENTED       CGS
 DS0145
 DS0145                          STATION DESCRIPTION
 DS0145
 DS0145'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 DS0145'16.3 MI NW FROM OSCURO.
 DS0145'ABOUT 7.05 MILES NORTHWEST ALONG WHITE SANDS MISSILE RANGE ROUTE 12
 DS0145'FROM THE STORE AT OSCURO, THENCE 7.4 MILES NORTH ALONG WHITE SANDS
 DS0145'MISSILE RANGE ROUTE 11, THENCE 1.85 MILES WEST ALONG ROAD NUMBER 335,
 DS0145'39 FEET SOUTH OF THE CENTER LINE OF THE ROAD, SET IN THE TOP OF A 25-
 DS0145'X 25-FOOT ROCK OUTCROP, 111 FEET EAST OF THE CENTER OF A WASH, 0.9
 DS0145'FEET SOUTH OF A METAL WITNESS POST, AND ABOUT 8 FEET ABOVE THE LEVEL
 DS0145'OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0170 ***********************************************************************
 DS0170  DESIGNATION -  J 342
 DS0170  PID         -  DS0170
 DS0170  STATE/COUNTY-  NM/SOCORRO
 DS0170  USGS QUAD   -  GARDEN SPRING CANYON (1982)
 DS0170
 DS0170                         *CURRENT SURVEY CONTROL
 DS0170  ___________________________________________________________________
 DS0170* NAD 83(1986)-  33 47 32.     (N)    106 18 28.     (W)     SCALED    
 DS0170* NAVD 88     -      1880.613  (meters)    6169.98   (feet)  ADJUSTED  
 DS0170  ___________________________________________________________________
 DS0170  GEOID HEIGHT-         -21.10  (meters)                     GEOID03
 DS0170  DYNAMIC HT  -        1877.764 (meters)    6160.63  (feet)  COMP
 DS0170  MODELED GRAV-     979,054.9   (mgal)                       NAVD 88
 DS0170
 DS0170  VERT ORDER  -  SECOND    CLASS 0
 DS0170
 DS0170.The horizontal coordinates were scaled from a topographic map and have
 DS0170.an estimated accuracy of +/- 6 seconds.
 DS0170
 DS0170.The orthometric height was determined by differential leveling
 DS0170.and adjusted by the National Geodetic Survey in June 1991..
 DS0170
 DS0170.The geoid height was determined by GEOID03.
 DS0170
 DS0170.The dynamic height is computed by dividing the NAVD 88
 DS0170.geopotential number by the normal gravity value computed on the
 DS0170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0170.degrees latitude (g = 980.6199 gals.).
 DS0170
 DS0170.The modeled gravity was interpolated from observed gravity values.
 DS0170
 DS0170;                    North         East    Units  Estimated Accuracy
 DS0170;SPC NM C     -   309,610.      494,650.      MT  (+/- 180 meters Scaled)
 DS0170
 DS0170                          SUPERSEDED SURVEY CONTROL
 DS0170
 DS0170  NGVD 29 (??/??/92) 1879.783  (m)         6167.25   (f) ADJ UNCH    2 0
 DS0170
 DS0170.Superseded values are not recommended for survey control.
 DS0170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0170.See file dsdata.txt to determine how the superseded data were derived.
 DS0170
 DS0170_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT789398(NAD 83)
 DS0170_MARKER: DB = BENCH MARK DISK
 DS0170_SETTING: 66 = SET IN ROCK OUTCROP
 DS0170_SP_SET: OUTCROP
 DS0170_STAMPING: J 342 1969
 DS0170_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DS0170+STABILITY: POSITION/ELEVATION WELL
 DS0170
 DS0170  HISTORY     - Date     Condition        Report By
 DS0170  HISTORY     - 1969     MONUMENTED       CGS
 DS0170
 DS0170                          STATION DESCRIPTION
 DS0170
 DS0170'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 DS0170'31.7 MI NW FROM CARRIZOZO.
 DS0170'ABOUT 0.45 MILE NORTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 DS0170'THE STATION AT CARRIZOZO, THENCE 27.55 MILES NORTHWEST ALONG U.S.
 DS0170'HIGHWAY 380, THENCE 3.7 MILES SOUTHWEST ALONG WHITE SANDS MISSILE
 DS0170'RANGE ROUTE 9, IN SECTION 15, T 6 S, R 6 E, 0.2 MILE SOUTH OF THE
 DS0170'JUNCTION OF THE ROUTE AND A ROAD WHICH LEADS WEST, 25 FEET WEST OF THE
 DS0170'CENTER LINE OF THE ROUTE, SET IN THE TOP OF A 3- X 3-FOOT ROCK
 DS0170'OUTCROP, 1.1 FEET SOUTH OF A METAL WITNESS POST, AND ABOUT 1 FOOT
 DS0170'ABOVE THE LEVEL OF THE ROUTE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0296 ***********************************************************************
 DS0296  DESIGNATION -  J 343
 DS0296  PID         -  DS0296
 DS0296  STATE/COUNTY-  NM/LINCOLN
 DS0296  USGS QUAD   -  BULL GAP (1981)
 DS0296
 DS0296                         *CURRENT SURVEY CONTROL
 DS0296  ___________________________________________________________________
 DS0296* NAD 83(1986)-  33 33 06.     (N)    106 00 15.     (W)     SCALED    
 DS0296* NAVD 88     -      1577.174  (meters)    5174.44   (feet)  ADJUSTED  
 DS0296  ___________________________________________________________________
 DS0296  GEOID HEIGHT-         -20.80  (meters)                     GEOID03
 DS0296  DYNAMIC HT  -        1574.918 (meters)    5167.04  (feet)  COMP
 DS0296  MODELED GRAV-     979,150.7   (mgal)                       NAVD 88
 DS0296  OBS GRAVITY -     979,150.6   (mgal)                       GRAV_OBS
 DS0296
 DS0296  VERT ORDER  -  FIRST     CLASS II
 DS0296
 DS0296.The horizontal coordinates were scaled from a topographic map and have
 DS0296.an estimated accuracy of +/- 6 seconds.
 DS0296
 DS0296.The orthometric height was determined by differential leveling
 DS0296.and adjusted by the National Geodetic Survey in June 1991..
 DS0296
 DS0296.The geoid height was determined by GEOID03.
 DS0296
 DS0296.The dynamic height is computed by dividing the NAVD 88
 DS0296.geopotential number by the normal gravity value computed on the
 DS0296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0296.degrees latitude (g = 980.6199 gals.).
 DS0296
 DS0296.The modeled gravity was interpolated from observed gravity values.
 DS0296.The observed gravity was obtained from relative gravimeter ties
 DS0296.to the IGSN71 gravity network.
 DS0296
 DS0296;                    North         East    Units  Estimated Accuracy
 DS0296;SPC NM C     -   282,960.      522,830.      MT  (+/- 180 meters Scaled)
 DS0296
 DS0296                          SUPERSEDED SURVEY CONTROL
 DS0296
 DS0296  NGVD 29 (??/??/92) 1576.506  (m)         5172.25   (f) ADJ UNCH    1 2
 DS0296
 DS0296.Superseded values are not recommended for survey control.
 DS0296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0296.See file dsdata.txt to determine how the superseded data were derived.
 DS0296
 DS0296_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDT067128(NAD 83)
 DS0296_MARKER: DB = BENCH MARK DISK
 DS0296_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0296_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0296_STAMPING: J 343 1969
 DS0296_PROJECTION: PROJECTING 8 CENTIMETERS
 DS0296_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0296+STABILITY: SURFACE MOTION
 DS0296
 DS0296  HISTORY     - Date     Condition        Report By
 DS0296  HISTORY     - 1969     MONUMENTED       CGS
 DS0296  HISTORY     - 1980     GOOD             NGS
 DS0296
 DS0296                          STATION DESCRIPTION
 DS0296
 DS0296'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 DS0296'5.5 MI NE FROM OSCURO.
 DS0296'ABOUT 5.5 MILES NORTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD
 DS0296'FROM THE STORE AT OSCURO, IN SECTION 4, T 9 S, R 9 E, 2 1/2 POLES
 DS0296'SOUTHWEST OF MILEPOST 1430, 70 1/2 FEET NORTHWEST OF THE NORTHWEST
 DS0296'RAIL, 127 FEET SOUTHEAST OF THE CENTER LINE OF U.S. HIGHWAY 54, 1.8
 DS0296'FEET SOUTHWEST OF A METAL WITNESS POST, ABOUT 4 FEET ABOVE THE LEVEL
 DS0296'OF THE TRACK, AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 4
 DS0296'INCHES ABOVE THE SURFACE OF THE GROUND.
 DS0296
 DS0296                          STATION RECOVERY (1980)
 DS0296
 DS0296'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DS0296'16.3 KM (10.1 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 54 FROM THE
 DS0296'JUNCTION OF U.S. HIGHWAYS 54 AND 380 IN CARRIZOZO, 0.3 KM (0.2 MI)
 DS0296'NORTHEAST OF MILEPOST 114, 0.2 KM (0.1 MI) SOUTHWEST OF RAILROAD
 DS0296'MILEPOST 1430, 38.7 METERS (127.0 FT) SOUTHEAST OF THE CENTERLINE
 DS0296'OF THE HIGHWAY, 22.9 METERS (75.1 FT) NORTH OF UTILITY POLE NUMBER
 DS0296'27K AND 21.4 METERS (70.5 FT) NORTHWEST OF THE NEAR RAIL OF THE
 DS0296'SOUTHERN PACIFIC RAILROAD.
 DS0296'THE MARK IS 0.6 METERS  SW FROM A WITNESS POST.
 DS0296'THE MARK IS 1.2 M ABOVE THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0295 ***********************************************************************
 DS0295  DESIGNATION -  J 344
 DS0295  PID         -  DS0295
 DS0295  STATE/COUNTY-  NM/LINCOLN
 DS0295  USGS QUAD   -  BULL GAP SW (1981)
 DS0295
 DS0295                         *CURRENT SURVEY CONTROL
 DS0295  ___________________________________________________________________
 DS0295* NAD 83(1986)-  33 35 17.     (N)    106 12 55.     (W)     SCALED    
 DS0295* NAVD 88     -      1506.892  (meters)    4943.86   (feet)  ADJUSTED  
 DS0295  ___________________________________________________________________
 DS0295  GEOID HEIGHT-         -21.53  (meters)                     GEOID03
 DS0295  DYNAMIC HT  -        1504.716 (meters)    4936.72  (feet)  COMP
 DS0295  MODELED GRAV-     979,140.0   (mgal)                       NAVD 88
 DS0295
 DS0295  VERT ORDER  -  SECOND    CLASS 0
 DS0295
 DS0295.The horizontal coordinates were scaled from a topographic map and have
 DS0295.an estimated accuracy of +/- 6 seconds.
 DS0295
 DS0295.The orthometric height was determined by differential leveling
 DS0295.and adjusted by the National Geodetic Survey in June 1991..
 DS0295
 DS0295.The geoid height was determined by GEOID03.
 DS0295
 DS0295.The dynamic height is computed by dividing the NAVD 88
 DS0295.geopotential number by the normal gravity value computed on the
 DS0295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0295.degrees latitude (g = 980.6199 gals.).
 DS0295
 DS0295.The modeled gravity was interpolated from observed gravity values.
 DS0295
 DS0295;                    North         East    Units  Estimated Accuracy
 DS0295;SPC NM C     -   286,970.      503,220.      MT  (+/- 180 meters Scaled)
 DS0295
 DS0295                          SUPERSEDED SURVEY CONTROL
 DS0295
 DS0295  NGVD 29 (??/??/92) 1506.209  (m)         4941.62   (f) ADJ UNCH    2 0
 DS0295
 DS0295.Superseded values are not recommended for survey control.
 DS0295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0295.See file dsdata.txt to determine how the superseded data were derived.
 DS0295
 DS0295_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT872171(NAD 83)
 DS0295_MARKER: DB = BENCH MARK DISK
 DS0295_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DS0295_SP_SET: 6 FT
 DS0295_STAMPING: J 344 1969
 DS0295_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DS0295
 DS0295  HISTORY     - Date     Condition        Report By
 DS0295  HISTORY     - 1969     MONUMENTED       CGS
 DS0295
 DS0295                          STATION DESCRIPTION
 DS0295
 DS0295'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 DS0295'14.25 MI NW FROM OSCURO.
 DS0295'ABOUT 7.75 MILES NORTHWEST ALONG WHITE SANDS MISSILE RANGE ROUTE 12
 DS0295'FROM THE STORE AT OSCURO, THENCE 5.55 MILES NORTHWEST ALONG WHITE
 DS0295'SANDS MISSILE RANGE ROUTE 9, THENCE 0.95 MILE NORTHWEST ALONG ROAD
 DS0295'NUMBER 331, IN SECTION 28, T 8 S, R 7 E, 77 FEET NORTH OF THE CENTER
 DS0295'LINE OF THE ROAD, 63 1/2 FEET NORTHEAST OF TELEPHONE POLE NUMBER 199,
 DS0295'1.7 FEET SOUTHEAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD,
 DS0295'AND ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A
 DS0295'DEPTH OF 6 FEET AND IS ENCASED IN A 6-INCH IRON PIPE WHICH PROJECTS 4
 DS0295'INCHES ABOVE THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0634 ***********************************************************************
 CW0634  DESIGNATION -  J 345
 CW0634  PID         -  CW0634
 CW0634  STATE/COUNTY-  NM/EDDY
 CW0634  USGS QUAD   -  BLACK RIVER VILLAGE (1979)
 CW0634
 CW0634                         *CURRENT SURVEY CONTROL
 CW0634  ___________________________________________________________________
 CW0634* NAD 83(1986)-  32 13 27.     (N)    104 18 46.     (W)     SCALED    
 CW0634* NAVD 88     -      1059.151  (meters)    3474.90   (feet)  ADJUSTED  
 CW0634  ___________________________________________________________________
 CW0634  GEOID HEIGHT-         -24.50  (meters)                     GEOID03
 CW0634  DYNAMIC HT  -        1057.596 (meters)    3469.80  (feet)  COMP
 CW0634  MODELED GRAV-     979,135.8   (mgal)                       NAVD 88
 CW0634
 CW0634  VERT ORDER  -  FIRST     CLASS I
 CW0634
 CW0634.The horizontal coordinates were scaled from a topographic map and have
 CW0634.an estimated accuracy of +/- 6 seconds.
 CW0634
 CW0634.The orthometric height was determined by differential leveling
 CW0634.and adjusted by the National Geodetic Survey in June 1991..
 CW0634
 CW0634.The geoid height was determined by GEOID03.
 CW0634
 CW0634.The dynamic height is computed by dividing the NAVD 88
 CW0634.geopotential number by the normal gravity value computed on the
 CW0634.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0634.degrees latitude (g = 980.6199 gals.).
 CW0634
 CW0634.The modeled gravity was interpolated from observed gravity values.
 CW0634
 CW0634;                    North         East    Units  Estimated Accuracy
 CW0634;SPC NM E     -   135,720.      166,940.      MT  (+/- 180 meters Scaled)
 CW0634
 CW0634                          SUPERSEDED SURVEY CONTROL
 CW0634
 CW0634  NGVD 29 (??/??/92) 1058.633  (m)         3473.20   (f) ADJ UNCH    1 1
 CW0634
 CW0634.Superseded values are not recommended for survey control.
 CW0634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0634.See file dsdata.txt to determine how the superseded data were derived.
 CW0634
 CW0634_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SER647654(NAD 83)
 CW0634_MARKER: DB = BENCH MARK DISK
 CW0634_SETTING: 66 = SET IN ROCK OUTCROP
 CW0634_SP_SET: OUTCROP
 CW0634_STAMPING: J 345 1977
 CW0634_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CW0634+STABILITY: POSITION/ELEVATION WELL
 CW0634
 CW0634  HISTORY     - Date     Condition        Report By
 CW0634  HISTORY     - 1977     MONUMENTED       NGS
 CW0634
 CW0634                          STATION DESCRIPTION
 CW0634
 CW0634'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CW0634'5.1 MI NE FROM WHITES CITY.
 CW0634'5.1 MILES NORTHEAST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE
 CW0634'JUNCTION OF STATE HIGHWAY 7, 0.1 MILE NORTHEAST OF THE JUNCTION OF
 CW0634'STATE HIGHWAY 396, 0.05 MILE SOUTHWEST OF MILEPOST 21, 87 FT.
 CW0634'NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 85 FT. WEST OF THE
 CW0634'CENTER OF THE NORTHWEST END OF A 36-INCH CONCRETE PIPE CULVERT,
 CW0634'56.4 FT. NORTHWEST OF A BLACK RIVER VILLAGE SIGN, IN THE TOP OF A
 CW0634'LOW OUTCROP WHICH PROJECTS ABOUT 1 FT. ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0485 ***********************************************************************
 CV0485  DESIGNATION -  J 346
 CV0485  PID         -  CV0485
 CV0485  STATE/COUNTY-  NM/EDDY
 CV0485  USGS QUAD   -  TOWER HILL SOUTH (1985)
 CV0485
 CV0485                         *CURRENT SURVEY CONTROL
 CV0485  ___________________________________________________________________
 CV0485* NAD 83(1986)-  32 24 58.     (N)    103 57 56.     (W)     SCALED    
 CV0485* NAVD 88     -      1016.412  (meters)    3334.68   (feet)  ADJUSTED  
 CV0485  ___________________________________________________________________
 CV0485  GEOID HEIGHT-         -24.43  (meters)                     GEOID03
 CV0485  DYNAMIC HT  -        1014.955 (meters)    3329.90  (feet)  COMP
 CV0485  MODELED GRAV-     979,171.5   (mgal)                       NAVD 88
 CV0485
 CV0485  VERT ORDER  -  FIRST     CLASS I
 CV0485
 CV0485.The horizontal coordinates were scaled from a topographic map and have
 CV0485.an estimated accuracy of +/- 6 seconds.
 CV0485
 CV0485.The orthometric height was determined by differential leveling
 CV0485.and adjusted by the National Geodetic Survey in June 1991..
 CV0485
 CV0485.The geoid height was determined by GEOID03.
 CV0485
 CV0485.The dynamic height is computed by dividing the NAVD 88
 CV0485.geopotential number by the normal gravity value computed on the
 CV0485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0485.degrees latitude (g = 980.6199 gals.).
 CV0485
 CV0485.The modeled gravity was interpolated from observed gravity values.
 CV0485
 CV0485;                    North         East    Units  Estimated Accuracy
 CV0485;SPC NM E     -   157,070.      199,590.      MT  (+/- 180 meters Scaled)
 CV0485
 CV0485                          SUPERSEDED SURVEY CONTROL
 CV0485
 CV0485  NGVD 29 (??/??/92) 1015.922  (m)         3333.07   (f) ADJ UNCH    1 1
 CV0485
 CV0485.Superseded values are not recommended for survey control.
 CV0485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0485.See file dsdata.txt to determine how the superseded data were derived.
 CV0485
 CV0485_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SER972870(NAD 83)
 CV0485_MARKER: DB = BENCH MARK DISK
 CV0485_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CV0485_SP_SET: 23 FT.
 CV0485_STAMPING: J 346 1977
 CV0485_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CV0485
 CV0485  HISTORY     - Date     Condition        Report By
 CV0485  HISTORY     - 1977     MONUMENTED       NGS
 CV0485  HISTORY     - 1981     GOOD             NGS
 CV0485
 CV0485                          STATION DESCRIPTION
 CV0485
 CV0485'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CV0485'15.6 MI EAST FROM CARLSBAD.
 CV0485'2.45 MILES NORTHEAST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE EAST END
 CV0485'OF THE BATAAN BRIDGE OVER THE PECOS RIVER, THENCE 13.15 MILES EAST
 CV0485'ALONG A PIPE LINE ROAD, ONE POWER LINE POLE EAST OF A SUMMIT, 48 FT.
 CV0485'NORTH OF THE CENTER LINE OF THE ROAD, 4 FT. EAST OF A POWER LINE POLE,
 CV0485'THE DISK IS 0.5 FT. BELOW THE LEVEL OF THE GROUND, ACCESS TO WHICH
 CV0485'IS HAD THROUGH A 4-INCH PLASTIC SCREW PLUG FLUSH WITH THE GROUND.
 CV0485
 CV0485                          STATION RECOVERY (1981)
 CV0485
 CV0485'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CV0485'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0511 ***********************************************************************
 CV0511  DESIGNATION -  J 347
 CV0511  PID         -  CV0511
 CV0511  STATE/COUNTY-  NM/EDDY
 CV0511  USGS QUAD   -  LIVINGSTON RIDGE (1985)
 CV0511
 CV0511                         *CURRENT SURVEY CONTROL
 CV0511  ___________________________________________________________________
 CV0511* NAD 83(1986)-  32 22 48.     (N)    103 49 32.     (W)     SCALED    
 CV0511* NAVD 88     -      1032.287  (meters)    3386.76   (feet)  ADJUSTED  
 CV0511  ___________________________________________________________________
 CV0511  GEOID HEIGHT-         -24.42  (meters)                     GEOID03
 CV0511  DYNAMIC HT  -        1030.800 (meters)    3381.88  (feet)  COMP
 CV0511  MODELED GRAV-     979,164.1   (mgal)                       NAVD 88
 CV0511
 CV0511  VERT ORDER  -  FIRST     CLASS I
 CV0511
 CV0511.The horizontal coordinates were scaled from a topographic map and have
 CV0511.an estimated accuracy of +/- 6 seconds.
 CV0511
 CV0511.The orthometric height was determined by differential leveling
 CV0511.and adjusted by the National Geodetic Survey in June 1991..
 CV0511
 CV0511.The geoid height was determined by GEOID03.
 CV0511
 CV0511.The dynamic height is computed by dividing the NAVD 88
 CV0511.geopotential number by the normal gravity value computed on the
 CV0511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0511.degrees latitude (g = 980.6199 gals.).
 CV0511
 CV0511.The modeled gravity was interpolated from observed gravity values.
 CV0511
 CV0511;                    North         East    Units  Estimated Accuracy
 CV0511;SPC NM E     -   153,120.      212,780.      MT  (+/- 180 meters Scaled)
 CV0511
 CV0511                          SUPERSEDED SURVEY CONTROL
 CV0511
 CV0511  NGVD 29 (??/??/92) 1031.794  (m)         3385.14   (f) ADJ UNCH    1 1
 CV0511
 CV0511.Superseded values are not recommended for survey control.
 CV0511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0511.See file dsdata.txt to determine how the superseded data were derived.
 CV0511
 CV0511_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFR104831(NAD 83)
 CV0511_MARKER: DB = BENCH MARK DISK
 CV0511_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CV0511_SP_SET: 5 FT.
 CV0511_STAMPING: J 347 1977
 CV0511_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CV0511
 CV0511  HISTORY     - Date     Condition        Report By
 CV0511  HISTORY     - 1977     MONUMENTED       NGS
 CV0511  HISTORY     - 1981     GOOD             NGS
 CV0511
 CV0511                          STATION DESCRIPTION
 CV0511
 CV0511'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CV0511'36.2 MI EAST FROM CARLSBAD.
 CV0511'17.2 MILES NORTHEAST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE EAST END
 CV0511'OF THE BATAAN BRIDGE OVER THE PECOS RIVER, THENCE 7.8 MILES SOUTH
 CV0511'ALONG STATE HIGHWAY 31, THENCE 5.05 MILES EAST ALONG A DIRT ROAD,
 CV0511'THENCE 3.7 MILES SOUTH ALONG A DIRT ROAD, THENCE 2.45 MILES EAST
 CV0511'ALONG A PIPE LINE ROAD, AT THE JUNCTION OF A DIRT ROAD LEADING NORTH
 CV0511'TO ERDA POTASH DRILL HOLES P 12 AND P 13, 100 FT. NORTH OF THE CENTER
 CV0511'LINE OF THE ROAD, 37.5 FT. EAST OF THE CENTER LINE OF THE ROAD
 CV0511'LEADING NORTH, THE DISK IS 3 INCHES BELOW THE LEVEL OF THE GROUND,
 CV0511'ACCESS TO WHICH IS HAD THROUGH A 4-INCH PLASTIC SCREW PLUG WHICH IS
 CV0511'FLUSH WITH THE GROUND.
 CV0511
 CV0511                          STATION RECOVERY (1981)
 CV0511
 CV0511'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CV0511'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0693 ***********************************************************************
 CV0693  DESIGNATION -  J 348
 CV0693  PID         -  CV0693
 CV0693  STATE/COUNTY-  NM/LEA
 CV0693  USGS QUAD   -  THE DIVIDE (1984)
 CV0693
 CV0693                         *CURRENT SURVEY CONTROL
 CV0693  ___________________________________________________________________
 CV0693* NAD 83(1986)-  32 25 12.     (N)    103 43 22.     (W)     SCALED    
 CV0693* NAVD 88     -      1097.286  (meters)    3600.01   (feet)  ADJUSTED  
 CV0693  ___________________________________________________________________
 CV0693  GEOID HEIGHT-         -24.00  (meters)                     GEOID03
 CV0693  DYNAMIC HT  -        1095.702 (meters)    3594.82  (feet)  COMP
 CV0693  MODELED GRAV-     979,157.2   (mgal)                       NAVD 88
 CV0693
 CV0693  VERT ORDER  -  FIRST     CLASS I
 CV0693
 CV0693.The horizontal coordinates were scaled from a topographic map and have
 CV0693.an estimated accuracy of +/- 6 seconds.
 CV0693
 CV0693.The orthometric height was determined by differential leveling
 CV0693.and adjusted by the National Geodetic Survey in June 1991..
 CV0693
 CV0693.The geoid height was determined by GEOID03.
 CV0693
 CV0693.The dynamic height is computed by dividing the NAVD 88
 CV0693.geopotential number by the normal gravity value computed on the
 CV0693.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0693.degrees latitude (g = 980.6199 gals.).
 CV0693
 CV0693.The modeled gravity was interpolated from observed gravity values.
 CV0693
 CV0693;                    North         East    Units  Estimated Accuracy
 CV0693;SPC NM E     -   157,600.      222,420.      MT  (+/- 180 meters Scaled)
 CV0693
 CV0693                          SUPERSEDED SURVEY CONTROL
 CV0693
 CV0693  NGVD 29 (??/??/92) 1096.801  (m)         3598.42   (f) ADJ UNCH    1 1
 CV0693
 CV0693.Superseded values are not recommended for survey control.
 CV0693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0693.See file dsdata.txt to determine how the superseded data were derived.
 CV0693
 CV0693_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFR200877(NAD 83)
 CV0693_MARKER: DB = BENCH MARK DISK
 CV0693_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CV0693_SP_SET: 18 FT.
 CV0693_STAMPING: J 348 1977
 CV0693_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CV0693
 CV0693  HISTORY     - Date     Condition        Report By
 CV0693  HISTORY     - 1977     MONUMENTED       NGS
 CV0693
 CV0693                          STATION DESCRIPTION
 CV0693
 CV0693'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CV0693'43.55 MI EAST FROM CARLSBAD.
 CV0693'17.2 MILES NORTHEAST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE EAST END
 CV0693'OF THE BATAAN BRIDGE OVER THE PECOS RIVER, THENCE 7.8 MILES SOUTH
 CV0693'ALONG STATE HIGHWAY 31, THENCE 5.05 MILES EAST ALONG A DIRT ROAD,
 CV0693'THENCE 3.7 MILES SOUTH ALONG A DIRT ROAD, THENCE 8.8 MILES EAST
 CV0693'ALONG A PIPE LINE ROAD, THENCE 1.0 MILE NORTH ALONG A DIRT ROAD,
 CV0693'0.5 MILE NORTH OF A STEEL CATTLEGUARD, 27 FT. EAST OF THE CENTER LINE
 CV0693'OF THE ROAD, 73.5 FT. WEST OF A FENCE, THE DISK IS 0.4 FT. BELOW THE
 CV0693'LEVEL OF THE GROUND, ACCESS TO WHICH IS HAD THROUGH A 4-INCH PLASTIC
 CV0693'SCREW PLUG FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0603 ***********************************************************************
 CV0603  DESIGNATION -  J 349
 CV0603  PID         -  CV0603
 CV0603  STATE/COUNTY-  NM/EDDY
 CV0603  USGS QUAD   -  LOS MEDANOS (1985)
 CV0603
 CV0603                         *CURRENT SURVEY CONTROL
 CV0603  ___________________________________________________________________
 CV0603* NAD 83(1986)-  32 21 18.     (N)    103 47 28.     (W)     SCALED    
 CV0603* NAVD 88     -      1033.940  (meters)    3392.18   (feet)  ADJUSTED  
 CV0603  ___________________________________________________________________
 CV0603  GEOID HEIGHT-         -24.46  (meters)                     GEOID03
 CV0603  DYNAMIC HT  -        1032.443 (meters)    3387.27  (feet)  COMP
 CV0603  MODELED GRAV-     979,156.4   (mgal)                       NAVD 88
 CV0603
 CV0603  VERT ORDER  -  FIRST     CLASS I
 CV0603
 CV0603.The horizontal coordinates were scaled from a topographic map and have
 CV0603.an estimated accuracy of +/- 6 seconds.
 CV0603
 CV0603.The orthometric height was determined by differential leveling
 CV0603.and adjusted by the National Geodetic Survey in June 1991..
 CV0603
 CV0603.The geoid height was determined by GEOID03.
 CV0603
 CV0603.The dynamic height is computed by dividing the NAVD 88
 CV0603.geopotential number by the normal gravity value computed on the
 CV0603.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0603.degrees latitude (g = 980.6199 gals.).
 CV0603
 CV0603.The modeled gravity was interpolated from observed gravity values.
 CV0603
 CV0603;                    North         East    Units  Estimated Accuracy
 CV0603;SPC NM E     -   150,360.      216,030.      MT  (+/- 180 meters Scaled)
 CV0603
 CV0603                          SUPERSEDED SURVEY CONTROL
 CV0603
 CV0603  NGVD 29 (??/??/92) 1033.441  (m)         3390.55   (f) ADJ UNCH    1 1
 CV0603
 CV0603.Superseded values are not recommended for survey control.
 CV0603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0603.See file dsdata.txt to determine how the superseded data were derived.
 CV0603
 CV0603_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFR137804(NAD 83)
 CV0603_MARKER: DB = BENCH MARK DISK
 CV0603_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 CV0603+WITH SETTING: INTO GROUND
 CV0603_STAMPING: J 349 1977
 CV0603_MARK LOGO: NGS   
 CV0603_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CV0603+STABILITY: SURFACE MOTION
 CV0603
 CV0603  HISTORY     - Date     Condition        Report By
 CV0603  HISTORY     - 1977     MONUMENTED       NGS
 CV0603  HISTORY     - 1981     GOOD             NGS
 CV0603  HISTORY     - 1983     GOOD             NGS
 CV0603
 CV0603                          STATION DESCRIPTION
 CV0603
 CV0603'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CV0603'46.5 MI EAST FROM CARLSBAD.
 CV0603'17.2 MILES NORTHEAST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE EAST END
 CV0603'OF THE BATAAN BRIDGE OVER THE PECOS RIVER, THENCE 14.95 MILES SOUTH
 CV0603'ALONG STATE HIGHWAY 31, THENCE 10.2 MILES EAST ALONG STATE HIGHWAY
 CV0603'128, THENCE 1.05 MILES NORTH ALONG A DIRT ROAD, THENCE 0.35 MILE EAST
 CV0603'ALONG A DIRT ROAD, THENCE 0.55 MILE NORTH ALONG A DIRT ROAD, THENCE
 CV0603'0.65 MILE NORTHEAST ALONG A DIRT ROAD, THENCE 1.55 MILES EAST ALONG
 CV0603'A DIRT ROAD, 0.95 MILE SOUTH OF BENCH MARK K 349, AT THE JUNCTION OF
 CV0603'A DIRT ROAD LEADING NORTH AND A DIRT ROAD LEADING SOUTH TO A BORROW
 CV0603'PIT, 22 FT. SOUTH OF THE CENTER LINE OF THE ROAD, 68 FT. WEST OF THE
 CV0603'CENTER LINE OF THE ROAD LEADING NORTH, THE DISK IS 0.3 FT. BELOW THE
 CV0603'LEVEL OF THE GROUND, ACCESS TO WHICH IS HAD THROUGH A 4-INCH PLASTIC
 CV0603'SCREW PLUG WHICH IS FLUSH WITH THE GROUND.
 CV0603
 CV0603                          STATION RECOVERY (1981)
 CV0603
 CV0603'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CV0603'RECOVERED IN GOOD CONDITION.
 CV0603
 CV0603                          STATION RECOVERY (1983)
 CV0603
 CV0603'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CV0603'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0257 ***********************************************************************
 CV0257  DESIGNATION -  J 35
 CV0257  PID         -  CV0257
 CV0257  STATE/COUNTY-  NM/LEA
 CV0257  USGS QUAD   -  LOVINGTON (1979)
 CV0257
 CV0257                         *CURRENT SURVEY CONTROL
 CV0257  ___________________________________________________________________
 CV0257* NAD 83(1986)-  32 53 46.     (N)    103 18 51.     (W)     SCALED    
 CV0257* NAVD 88     -      1173.635  (meters)    3850.50   (feet)  ADJUSTED  
 CV0257  ___________________________________________________________________
 CV0257  GEOID HEIGHT-         -21.70  (meters)                     GEOID03
 CV0257  DYNAMIC HT  -        1172.039 (meters)    3845.26  (feet)  COMP
 CV0257  MODELED GRAV-     979,235.9   (mgal)                       NAVD 88
 CV0257
 CV0257  VERT ORDER  -  FIRST     CLASS II
 CV0257
 CV0257.The horizontal coordinates were scaled from a topographic map and have
 CV0257.an estimated accuracy of +/- 6 seconds.
 CV0257
 CV0257.The orthometric height was determined by differential leveling
 CV0257.and adjusted by the National Geodetic Survey in June 1991..
 CV0257
 CV0257.The geoid height was determined by GEOID03.
 CV0257
 CV0257.The dynamic height is computed by dividing the NAVD 88
 CV0257.geopotential number by the normal gravity value computed on the
 CV0257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0257.degrees latitude (g = 980.6199 gals.).
 CV0257
 CV0257.The modeled gravity was interpolated from observed gravity values.
 CV0257
 CV0257;                    North         East    Units  Estimated Accuracy
 CV0257;SPC NM E     -   210,690.      260,350.      MT  (+/- 180 meters Scaled)
 CV0257
 CV0257                          SUPERSEDED SURVEY CONTROL
 CV0257
 CV0257  NGVD 29 (??/??/92) 1173.226  (m)         3849.16   (f) ADJ UNCH    1 2
 CV0257
 CV0257.Superseded values are not recommended for survey control.
 CV0257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0257.See file dsdata.txt to determine how the superseded data were derived.
 CV0257
 CV0257_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFS576410(NAD 83)
 CV0257_MARKER: DB = BENCH MARK DISK
 CV0257_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0257_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CV0257_STAMPING: J-35 1933
 CV0257_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CV0257+STABILITY: SURFACE MOTION
 CV0257
 CV0257  HISTORY     - Date     Condition        Report By
 CV0257  HISTORY     - 1933     MONUMENTED       CGS
 CV0257  HISTORY     - 1934     GOOD             NGS
 CV0257  HISTORY     - 1962     MARK NOT FOUND   USGS
 CV0257
 CV0257                          STATION DESCRIPTION
 CV0257
 CV0257'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CV0257'4.6 MI SE FROM LOVINGTON.
 CV0257'4.6 MILES SOUTHEAST OF COURTHOUSE ON STATE HIGHWAY NO. 83 1.8 MILES
 CV0257'SOUTH OF SECTION-HOUSE ALONG TEXAS-NEW MEXICO RAILROAD TRACK, 90 FEET
 CV0257'EAST OF RAILROAD TRACK, 30 FEET WEST OF CENTERLINE OF HIGHWAY.
 CV0257
 CV0257                          STATION RECOVERY (1962)
 CV0257
 CV0257'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 CV0257'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0569 ***********************************************************************
 CV0569  DESIGNATION -  J 350
 CV0569  PID         -  CV0569
 CV0569  STATE/COUNTY-  NM/EDDY
 CV0569  USGS QUAD   -  REMUDA BASIN (1985)
 CV0569
 CV0569                         *CURRENT SURVEY CONTROL
 CV0569  ___________________________________________________________________
 CV0569* NAD 83(1986)-  32 16 58.     (N)    103 55 59.     (W)     SCALED    
 CV0569* NAVD 88     -       952.672  (meters)    3125.56   (feet)  ADJUSTED  
 CV0569  ___________________________________________________________________
 CV0569  GEOID HEIGHT-         -24.96  (meters)                     GEOID03
 CV0569  DYNAMIC HT  -         951.302 (meters)    3121.06  (feet)  COMP
 CV0569  MODELED GRAV-     979,168.8   (mgal)                       NAVD 88
 CV0569
 CV0569  VERT ORDER  -  FIRST     CLASS I
 CV0569
 CV0569.The horizontal coordinates were scaled from a topographic map and have
 CV0569.an estimated accuracy of +/- 6 seconds.
 CV0569
 CV0569.The orthometric height was determined by differential leveling
 CV0569.and adjusted by the National Geodetic Survey in June 1991..
 CV0569
 CV0569.The geoid height was determined by GEOID03.
 CV0569
 CV0569.The dynamic height is computed by dividing the NAVD 88
 CV0569.geopotential number by the normal gravity value computed on the
 CV0569.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0569.degrees latitude (g = 980.6199 gals.).
 CV0569
 CV0569.The modeled gravity was interpolated from observed gravity values.
 CV0569
 CV0569;                    North         East    Units  Estimated Accuracy
 CV0569;SPC NM E     -   142,290.      202,700.      MT  (+/- 180 meters Scaled)
 CV0569
 CV0569                          SUPERSEDED SURVEY CONTROL
 CV0569
 CV0569  NGVD 29 (??/??/92)  952.185  (m)         3123.96   (f) ADJ UNCH    1 1
 CV0569
 CV0569.Superseded values are not recommended for survey control.
 CV0569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0569.See file dsdata.txt to determine how the superseded data were derived.
 CV0569
 CV0569_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFR004722(NAD 83)
 CV0569_MARKER: DB = BENCH MARK DISK
 CV0569_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CV0569_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CV0569_STAMPING: J 350 1977
 CV0569_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CV0569
 CV0569  HISTORY     - Date     Condition        Report By
 CV0569  HISTORY     - 1977     MONUMENTED       NGS
 CV0569  HISTORY     - 1981     GOOD             NGS
 CV0569
 CV0569                          STATION DESCRIPTION
 CV0569
 CV0569'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CV0569'40.4 MI EAST FROM CARLSBAD.
 CV0569'17.2 MILES NORTHEAST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE EAST END
 CV0569'OF THE BATAAN BRIDGE OVER THE PECOS RIVER, THENCE 14.95 MILES SOUTH
 CV0569'ALONG STATE HIGHWAY 31, THENCE 4.25 MILES EAST ALONG STATE HIGHWAY
 CV0569'128, THENCE 4.0 MILES SOUTH ALONG A DIRT ROAD, ABOUT 300 FT. SOUTHWEST
 CV0569'OF BENCH MARK H 350, ON THE TOP OF A NORTHWEST-SOUTHEAST RIDGE, A DISK
 CV0569'CEMENTED IN THE TOP OF A 4-INCH, 4 FT. DEEP, IRON PIPE, WHICH IS
 CV0569'FILLED WITH CONCRETE AND PROJECTS 2.0 FT. ABOVE THE GROUND.
 CV0569
 CV0569                          STATION RECOVERY (1981)
 CV0569
 CV0569'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CV0569'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0548 ***********************************************************************
 CV0548  DESIGNATION -  J 351
 CV0548  PID         -  CV0548
 CV0548  STATE/COUNTY-  NM/EDDY
 CV0548  USGS QUAD   -  TOWER HILL SOUTH (1985)
 CV0548
 CV0548                         *CURRENT SURVEY CONTROL
 CV0548  ___________________________________________________________________
 CV0548* NAD 83(1986)-  32 27 08.     (N)    103 52 56.     (W)     SCALED    
 CV0548* NAVD 88     -       956.236  (meters)    3137.25   (feet)  ADJUSTED  
 CV0548  ___________________________________________________________________
 CV0548  GEOID HEIGHT-         -24.20  (meters)                     GEOID03
 CV0548  DYNAMIC HT  -         954.875 (meters)    3132.79  (feet)  COMP
 CV0548  MODELED GRAV-     979,183.8   (mgal)                       NAVD 88
 CV0548
 CV0548  VERT ORDER  -  FIRST     CLASS I
 CV0548
 CV0548.The horizontal coordinates were scaled from a topographic map and have
 CV0548.an estimated accuracy of +/- 6 seconds.
 CV0548
 CV0548.The orthometric height was determined by differential leveling
 CV0548.and adjusted by the National Geodetic Survey in June 1991..
 CV0548
 CV0548.The geoid height was determined by GEOID03.
 CV0548
 CV0548.The dynamic height is computed by dividing the NAVD 88
 CV0548.geopotential number by the normal gravity value computed on the
 CV0548.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0548.degrees latitude (g = 980.6199 gals.).
 CV0548
 CV0548.The modeled gravity was interpolated from observed gravity values.
 CV0548
 CV0548;                    North         East    Units  Estimated Accuracy
 CV0548;SPC NM E     -   161,100.      207,410.      MT  (+/- 180 meters Scaled)
 CV0548
 CV0548                          SUPERSEDED SURVEY CONTROL
 CV0548
 CV0548  NGVD 29 (??/??/92)  955.751  (m)         3135.66   (f) ADJ UNCH    1 1
 CV0548
 CV0548.Superseded values are not recommended for survey control.
 CV0548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0548.See file dsdata.txt to determine how the superseded data were derived.
 CV0548
 CV0548_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFR050911(NAD 83)
 CV0548_MARKER: DB = BENCH MARK DISK
 CV0548_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CV0548_SP_SET: 15 FT.
 CV0548_STAMPING: J 351 1977
 CV0548_MARK LOGO: NGS   
 CV0548_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CV0548
 CV0548  HISTORY     - Date     Condition        Report By
 CV0548  HISTORY     - 1977     MONUMENTED       NGS
 CV0548  HISTORY     - 1981     GOOD             NGS
 CV0548
 CV0548                          STATION DESCRIPTION
 CV0548
 CV0548'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CV0548'26.4 MI EAST FROM CARLSBAD.
 CV0548'19.6 MILES NORTHEAST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE EAST END
 CV0548'OF THE BATAAN BRIDGE OVER THE PECOS RIVER, THENCE 5.4 MILES SOUTHEAST
 CV0548'ALONG A DIRT ROAD, THENCE 0.25 MILE SOUTHWEST ALONG A DIRT TRACK
 CV0548'ROAD TO EARTH STOCK TANKS, THENCE 1.0 MILE SOUTHERLY ALONG A WIDE
 CV0548'SHALLOW WASH AND ACROSS COUNTRY, THENCE 0.15 MILE EAST ALONG THE
 CV0548'LLANO INC PIPE LINE ROAD, 0.2 MILE EAST OF A CROSSING OF THE PIPE
 CV0548'LINE AND A DEEP WASH, ABOUT 0.2 MILE NORTH OF A SAND DUNE, ABOUT 0.35
 CV0548'MILE NORTH OF TUT WELL, 78 FT. WEST OF THE CENTER OF A PIPE LINE
 CV0548'VALVE, 12 FT. SOUTH OF THE CENTER LINE OF THE ROAD, THE DISK IS 0.4
 CV0548'FT. BELOW THE LEVEL OF THE GROUND, ACCESS TO WHICH IS HAD THROUGH A
 CV0548'4-INCH PLASTIC SCREW PLUG WHICH PROJECTS 3 INCHES ABOVE THE GROUND,
 CV0548'THE LINE GOES SOUTH ACROSS COUNTRY FROM THIS MARK.  ABOUT 0.65
 CV0548'MILE NORTH OF, AND ACROSS COUNTRY FROM, BENCH MARK N 351.
 CV0548
 CV0548                          STATION RECOVERY (1981)
 CV0548
 CV0548'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CV0548'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0631 ***********************************************************************
 CV0631  DESIGNATION -  J 352
 CV0631  PID         -  CV0631
 CV0631  STATE/COUNTY-  NM/LEA
 CV0631  USGS QUAD   -  WILLIAMS SINK (1985)
 CV0631
 CV0631                         *CURRENT SURVEY CONTROL
 CV0631  ___________________________________________________________________
 CV0631* NAD 83(1986)-  32 30 12.     (N)    103 46 52.     (W)     SCALED    
 CV0631* NAVD 88     -      1098.207  (meters)    3603.03   (feet)  ADJUSTED  
 CV0631  ___________________________________________________________________
 CV0631  GEOID HEIGHT-         -23.75  (meters)                     GEOID03
 CV0631  DYNAMIC HT  -        1096.638 (meters)    3597.89  (feet)  COMP
 CV0631  MODELED GRAV-     979,172.2   (mgal)                       NAVD 88
 CV0631
 CV0631  VERT ORDER  -  FIRST     CLASS I
 CV0631
 CV0631.The horizontal coordinates were scaled from a topographic map and have
 CV0631.an estimated accuracy of +/- 6 seconds.
 CV0631
 CV0631.The orthometric height was determined by differential leveling
 CV0631.and adjusted by the National Geodetic Survey in June 1991..
 CV0631
 CV0631.The geoid height was determined by GEOID03.
 CV0631
 CV0631.The dynamic height is computed by dividing the NAVD 88
 CV0631.geopotential number by the normal gravity value computed on the
 CV0631.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0631.degrees latitude (g = 980.6199 gals.).
 CV0631
 CV0631.The modeled gravity was interpolated from observed gravity values.
 CV0631
 CV0631;                    North         East    Units  Estimated Accuracy
 CV0631;SPC NM E     -   166,810.      216,890.      MT  (+/- 180 meters Scaled)
 CV0631
 CV0631                          SUPERSEDED SURVEY CONTROL
 CV0631
 CV0631  NGVD 29 (??/??/92) 1097.714  (m)         3601.42   (f) ADJ UNCH    1 1
 CV0631
 CV0631.Superseded values are not recommended for survey control.
 CV0631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0631.See file dsdata.txt to determine how the superseded data were derived.
 CV0631
 CV0631_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFR145968(NAD 83)
 CV0631_MARKER: DB = BENCH MARK DISK
 CV0631_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CV0631_SP_SET: FLAGPOLE BASE
 CV0631_STAMPING: J 352 1977
 CV0631_MARK LOGO: NGS   
 CV0631_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CV0631
 CV0631  HISTORY     - Date     Condition        Report By
 CV0631  HISTORY     - 1977     MONUMENTED       NGS
 CV0631  HISTORY     - 1982     GOOD             NGS
 CV0631
 CV0631                          STATION DESCRIPTION
 CV0631
 CV0631'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CV0631'29.65 MI NE FROM CARLSBAD.
 CV0631'27.45 MILES NORTHEAST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE EAST END
 CV0631'OF THE BATAAN BRIDGE OVER THE PECOS RIVER, THENCE 2.2 MILES SOUTHEAST
 CV0631'ALONG AN ASPHALT ROAD (KERR-MCGEE MINE ROAD), AT THE MAIN ENTRANCE TO
 CV0631'THE KERR-MCGEE CHEMICAL CORPORATION HOBBS POTASH FACILITY OFFICE
 CV0631'BULDING, 134 FT. NORTHEAST OF THE CENTER LINE OF THE ROAD AND THE
 CV0631'CENTER OF AN ELECTRIC GATE, 8 FT. SOUTHWEST OF A POINT IN LINE WITH
 CV0631'THE CENTER OF THE NORTHWEST MAIN ENTRANCE DOOR, IN THE TOP OF THE
 CV0631'NORTH CORNER OF THE CONCRETE BASE OF A FLAG POLE, 7.5 FT. SOUTHEAST
 CV0631'OF THE SOUTHEAST CURB OF THE PARKING LOT, 1.8 FT. NORTH OF THE
 CV0631'FLAG POLE.
 CV0631
 CV0631                          STATION RECOVERY (1982)
 CV0631
 CV0631'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CV0631'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0654 ***********************************************************************
 CV0654  DESIGNATION -  J 353
 CV0654  PID         -  CV0654
 CV0654  STATE/COUNTY-  NM/LEA
 CV0654  USGS QUAD   -  EUNICE (1979)
 CV0654
 CV0654                         *CURRENT SURVEY CONTROL
 CV0654  ___________________________________________________________________
 CV0654* NAD 83(1986)-  32 23 57.     (N)    103 12 38.     (W)     SCALED    
 CV0654* NAVD 88     -      1048.989  (meters)    3441.56   (feet)  ADJUSTED  
 CV0654  ___________________________________________________________________
 CV0654  GEOID HEIGHT-         -22.47  (meters)                     GEOID03
 CV0654  DYNAMIC HT  -        1047.544 (meters)    3436.82  (feet)  COMP
 CV0654  MODELED GRAV-     979,225.2   (mgal)                       NAVD 88
 CV0654
 CV0654  VERT ORDER  -  FIRST     CLASS I
 CV0654
 CV0654.The horizontal coordinates were scaled from a topographic map and have
 CV0654.an estimated accuracy of +/- 6 seconds.
 CV0654
 CV0654.The orthometric height was determined by differential leveling
 CV0654.and adjusted by the National Geodetic Survey in June 1991..
 CV0654
 CV0654.The geoid height was determined by GEOID03.
 CV0654
 CV0654.The dynamic height is computed by dividing the NAVD 88
 CV0654.geopotential number by the normal gravity value computed on the
 CV0654.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0654.degrees latitude (g = 980.6199 gals.).
 CV0654
 CV0654.The modeled gravity was interpolated from observed gravity values.
 CV0654
 CV0654;                    North         East    Units  Estimated Accuracy
 CV0654;SPC NM E     -   155,680.      270,630.      MT  (+/- 180 meters Scaled)
 CV0654
 CV0654                          SUPERSEDED SURVEY CONTROL
 CV0654
 CV0654  NGVD 29 (??/??/92) 1048.557  (m)         3440.14   (f) ADJ UNCH    1 1
 CV0654
 CV0654.Superseded values are not recommended for survey control.
 CV0654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0654.See file dsdata.txt to determine how the superseded data were derived.
 CV0654
 CV0654_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFR682860(NAD 83)
 CV0654_MARKER: DB = BENCH MARK DISK
 CV0654_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 CV0654+WITH SETTING: INTO GROUND
 CV0654_STAMPING: J 353 1977
 CV0654_MARK LOGO: NGS   
 CV0654_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CV0654+STABILITY: SURFACE MOTION
 CV0654
 CV0654  HISTORY     - Date     Condition        Report By
 CV0654  HISTORY     - 1977     MONUMENTED       NGS
 CV0654  HISTORY     - 1982     GOOD             NGS
 CV0654
 CV0654                          STATION DESCRIPTION
 CV0654
 CV0654'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CV0654'5.45 MI SW FROM EUNICE.
 CV0654'2.5 MILES SOUTH ALONG STATE HIGHWAY LOOP 18 FROM THE JUNCTION OF
 CV0654'STATE HIGHWAY 8 AND 176 (TEXAS AVENUE) AT EUNICE, THENCE 2.95
 CV0654'MILES WEST ALONG A PAVED ROAD LOCALLY KNOWN AS DELAWARE BASIN ROAD,
 CV0654'AT THE CROSSING OF A GRAVELED ROAD, 51.5 FT. NORTH OF THE
 CV0654'CENTER LINE OF THE PAVED ROAD, 15 FT. WEST OF THE CENTER LINE
 CV0654'OF THE GRAVELED ROAD, 16 FT. NORTH OF THE CENTER OF THE WEST END
 CV0654'OF A 24 INCH CORRUGATED STEEL PIPE CULVERT BELOW THE GRAVELED ROAD,
 CV0654'2.5 FT. WEST OF A GUY POLE WITH ONE GUY WIRE FOR A T JUNCTION
 CV0654'POWER LINE POLE, THE DISK IS 0.4 FT. BELOW GROUND LEVEL, ACCESS TO
 CV0654'WHICH IS HAD THROUGH A 4 INCH PLASTIC SCREW CAP FLUSH WITH THE GROUND.
 CV0654
 CV0654                          STATION RECOVERY (1982)
 CV0654
 CV0654'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CV0654'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0679 ***********************************************************************
 CV0679  DESIGNATION -  J 354
 CV0679  PID         -  CV0679
 CV0679  STATE/COUNTY-  NM/LEA
 CV0679  USGS QUAD   -  SAN SIMON SINK (1984)
 CV0679
 CV0679                         *CURRENT SURVEY CONTROL
 CV0679  ___________________________________________________________________
 CV0679* NAD 83(1986)-  32 21 19.     (N)    103 26 17.     (W)     SCALED    
 CV0679* NAVD 88     -      1038.859  (meters)    3408.32   (feet)  ADJUSTED  
 CV0679  ___________________________________________________________________
 CV0679  GEOID HEIGHT-         -23.53  (meters)                     GEOID03
 CV0679  DYNAMIC HT  -        1037.370 (meters)    3403.44  (feet)  COMP
 CV0679  MODELED GRAV-     979,170.3   (mgal)                       NAVD 88
 CV0679
 CV0679  VERT ORDER  -  FIRST     CLASS I
 CV0679
 CV0679.The horizontal coordinates were scaled from a topographic map and have
 CV0679.an estimated accuracy of +/- 6 seconds.
 CV0679
 CV0679.The orthometric height was determined by differential leveling
 CV0679.and adjusted by the National Geodetic Survey in June 1991..
 CV0679
 CV0679.The geoid height was determined by GEOID03.
 CV0679
 CV0679.The dynamic height is computed by dividing the NAVD 88
 CV0679.geopotential number by the normal gravity value computed on the
 CV0679.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0679.degrees latitude (g = 980.6199 gals.).
 CV0679
 CV0679.The modeled gravity was interpolated from observed gravity values.
 CV0679
 CV0679;                    North         East    Units  Estimated Accuracy
 CV0679;SPC NM E     -   150,610.      249,260.      MT  (+/- 180 meters Scaled)
 CV0679
 CV0679                          SUPERSEDED SURVEY CONTROL
 CV0679
 CV0679  NGVD 29 (??/??/92) 1038.372  (m)         3406.73   (f) ADJ UNCH    1 1
 CV0679
 CV0679.Superseded values are not recommended for survey control.
 CV0679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0679.See file dsdata.txt to determine how the superseded data were derived.
 CV0679
 CV0679_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFR469808(NAD 83)
 CV0679_MARKER: DB = BENCH MARK DISK
 CV0679_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 CV0679+WITH SETTING: INTO GROUND
 CV0679_STAMPING: J 354 1977
 CV0679_MARK LOGO: NGS   
 CV0679_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CV0679+STABILITY: SURFACE MOTION
 CV0679
 CV0679  HISTORY     - Date     Condition        Report By
 CV0679  HISTORY     - 1977     MONUMENTED       NGS
 CV0679  HISTORY     - 1982     GOOD             NGS
 CV0679
 CV0679                          STATION DESCRIPTION
 CV0679
 CV0679'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CV0679'25.0 MI SW FROM EUNICE.
 CV0679'2.5 MILES SOUTH ALONG STATE HIGHWAY LOOP 18 FROM THE JUNCTION OF
 CV0679'STATE HIGHWAY 8 AND 176 (TEXAS AVENUE) AT EUNICE, THENCE 20.4 MILES
 CV0679'IN A WESTERLY DIRECTION ALONG A PAVED ROAD LOCALLY KNOWN AS THE
 CV0679'DELAWARE BASIN ROAD, THENCE 2.1 MILES NORTH ALONG A GRAVEL ROAD,
 CV0679'AT THE CROSSING OF A FENCE WITH A STEEL CATTLE GUARD, 34.5 FEET
 CV0679'WEST OF THE CENTER LINE OF THE ROAD, 4 FEET WEST OF THE WEST END
 CV0679'OF AN ALUMINUM GATE, 1.5 FEET SOUTH OF THE FENCE, DISK IS 0.3 FOOT
 CV0679'BELOW THE SURFACE OF THE GROUND ACCESS TO WHICH IS HAD THROUGH A
 CV0679'4 INCH PLASTIC SCREW CAP FLUSH WITH THE GROUND.
 CV0679
 CV0679                          STATION RECOVERY (1982)
 CV0679
 CV0679'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CV0679'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0702 ***********************************************************************
 CV0702  DESIGNATION -  J 355
 CV0702  PID         -  CV0702
 CV0702  STATE/COUNTY-  NM/LEA
 CV0702  USGS QUAD   -  GRAMA RIDGE (1984)
 CV0702
 CV0702                         *CURRENT SURVEY CONTROL
 CV0702  ___________________________________________________________________
 CV0702* NAD 83(1986)-  32 26 27.     (N)    103 35 17.     (W)     SCALED    
 CV0702* NAVD 88     -      1127.675  (meters)    3699.71   (feet)  ADJUSTED  
 CV0702  ___________________________________________________________________
 CV0702  GEOID HEIGHT-         -23.55  (meters)                     GEOID03
 CV0702  DYNAMIC HT  -        1126.053 (meters)    3694.39  (feet)  COMP
 CV0702  MODELED GRAV-     979,161.2   (mgal)                       NAVD 88
 CV0702
 CV0702  VERT ORDER  -  FIRST     CLASS I
 CV0702
 CV0702.The horizontal coordinates were scaled from a topographic map and have
 CV0702.an estimated accuracy of +/- 6 seconds.
 CV0702
 CV0702.The orthometric height was determined by differential leveling
 CV0702.and adjusted by the National Geodetic Survey in June 1991..
 CV0702.WARNING-Repeat measurements at this control monument indicate possible
 CV0702.vertical movement.
 CV0702
 CV0702.The geoid height was determined by GEOID03.
 CV0702
 CV0702.The dynamic height is computed by dividing the NAVD 88
 CV0702.geopotential number by the normal gravity value computed on the
 CV0702.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0702.degrees latitude (g = 980.6199 gals.).
 CV0702
 CV0702.The modeled gravity was interpolated from observed gravity values.
 CV0702
 CV0702;                    North         East    Units  Estimated Accuracy
 CV0702;SPC NM E     -   159,990.      235,080.      MT  (+/- 180 meters Scaled)
 CV0702
 CV0702                          SUPERSEDED SURVEY CONTROL
 CV0702
 CV0702  NGVD 29 (??/??/92) 1127.177  (m)         3698.08   (f) ADJ UNCH    1 1
 CV0702
 CV0702.Superseded values are not recommended for survey control.
 CV0702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0702.See file dsdata.txt to determine how the superseded data were derived.
 CV0702
 CV0702_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFR327901(NAD 83)
 CV0702_MARKER: DB = BENCH MARK DISK
 CV0702_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CV0702_SP_SET: 13 FT.
 CV0702_STAMPING: J 355 1977
 CV0702_MARK LOGO: NGS   
 CV0702_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CV0702
 CV0702  HISTORY     - Date     Condition        Report By
 CV0702  HISTORY     - 1977     MONUMENTED       NGS
 CV0702  HISTORY     - 1982     GOOD             NGS
 CV0702
 CV0702                          STATION DESCRIPTION
 CV0702
 CV0702'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CV0702'51.05 MI EAST FROM CARLSBAD.
 CV0702'17.2 MILES NORTHEAST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE EAST END
 CV0702'OF THE BATAAN BRIDGE OVER THE PECOS RIVER, THENCE 7.8 MILES SOUTH
 CV0702'ALONG STATE HIGHWAY 31, THENCE 5.05 MILES EAST ALONG A DIRT ROAD,
 CV0702'THENCE 3.7 MILES SOUTH ALONG A DIRT ROAD, THENCE 17.3 MILES EAST ALONG
 CV0702'A PIPE LINE ROAD, 0.2 MILE WEST OF THE JUNCTION OF A DIRT ROAD
 CV0702'LEADING SOUTHWEST, 63 YARDS EAST OF A RISE IN THE ROAD, 52 FT. NORTH
 CV0702'OF THE CENTER LINE OF THE ROAD, A DISK 0.5 FT. BELOW THE LEVEL OF
 CV0702'THE GROUND, ACCESS TO WHICH IS HAD THROUGH A 4-INCH PLASTIC SCREW
 CV0702'PLUG WHICH PROJECTS 0.3 FT. ABOVE THE GROUND.
 CV0702
 CV0702                          STATION RECOVERY (1982)
 CV0702
 CV0702'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CV0702'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ1149 ***********************************************************************
 EQ1149  DESIGNATION -  J 356 RESET
 EQ1149  PID         -  EQ1149
 EQ1149  STATE/COUNTY-  NM/SOCORRO
 EQ1149  USGS QUAD   -  MAGDALENA (1985)
 EQ1149
 EQ1149                         *CURRENT SURVEY CONTROL
 EQ1149  ___________________________________________________________________
 EQ1149* NAD 83(1986)-  34 06 50.     (N)    107 15 01.     (W)     SCALED    
 EQ1149* NAVD 88     -      2000.66   (+/-2cm)    6563.8    (feet)  VERTCON   
 EQ1149  ___________________________________________________________________
 EQ1149  GEOID HEIGHT-         -21.56  (meters)                     GEOID03
 EQ1149
 EQ1149  VERT ORDER  -  THIRD (See Below)
 EQ1149
 EQ1149.The horizontal coordinates were scaled from a topographic map and have
 EQ1149.an estimated accuracy of +/- 6 seconds.
 EQ1149
 EQ1149.The NAVD 88 height was computed by applying the VERTCON shift value to
 EQ1149.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EQ1149.The vertical order pertains to the NGVD 29 superseded value.
 EQ1149
 EQ1149.The geoid height was determined by GEOID03.
 EQ1149
 EQ1149;                    North         East    Units  Estimated Accuracy
 EQ1149;SPC NM C     -   345,740.      407,720.      MT  (+/- 180 meters Scaled)
 EQ1149
 EQ1149                          SUPERSEDED SURVEY CONTROL
 EQ1149
 EQ1149  NGVD 29 (06/15/00) 1999.79   (m)         6561.0    (f) RESET       3  
 EQ1149
 EQ1149.Superseded values are not recommended for survey control.
 EQ1149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ1149.See file dsdata.txt to determine how the superseded data were derived.
 EQ1149
 EQ1149_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBT924770(NAD 83)
 EQ1149_MARKER: DV = VERTICAL CONTROL DISK
 EQ1149_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 EQ1149_SP_SET: BRIDGE ABUTMENT
 EQ1149_STAMPING: J 356 RESET 1987
 EQ1149_MARK LOGO: NGS   
 EQ1149_MAGNETIC: N = NO MAGNETIC MATERIAL
 EQ1149_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EQ1149
 EQ1149  HISTORY     - Date     Condition        Report By
 EQ1149  HISTORY     - 1987     MONUMENTED       NMHD
 EQ1149
 EQ1149                          STATION DESCRIPTION
 EQ1149
 EQ1149'DESCRIBED BY NM HIGHWAY DEPT 1987
 EQ1149'0.75 MILE WEST ALONG U.S. HIGHWAY 60 FROM THE POST OFFICE IN
 EQ1149'MAGDALENA, 43 FEET NORTH OF CENTERLINE STATIONING, 1867 + 41 U.S.
 EQ1149'HIGHWAY 60, APPROXIMATELY 200 FEET WEST OF HIGHWAY MILE MARKER 112,
 EQ1149'7 FEET NORTH OF A POWER POLE WITH TRANSFORMER AND 3 FEET SOUTH OF A
 EQ1149'TELEPHONE PEDESTAL, ALL ON THE NORTH SIDE OF U.S. HIGHWAY 60.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0519 ***********************************************************************
 EQ0519  DESIGNATION -  J 357
 EQ0519  PID         -  EQ0519
 EQ0519  STATE/COUNTY-  NM/SOCORRO
 EQ0519  USGS QUAD   -  TRES MONTOSAS (1995)
 EQ0519
 EQ0519                         *CURRENT SURVEY CONTROL
 EQ0519  ___________________________________________________________________
 EQ0519* NAD 83(1986)-  34 04 31.     (N)    107 27 10.     (W)     SCALED    
 EQ0519* NAVD 88     -      2178.758  (meters)    7148.14   (feet)  ADJUSTED  
 EQ0519  ___________________________________________________________________
 EQ0519  GEOID HEIGHT-         -21.56  (meters)                     GEOID03
 EQ0519  DYNAMIC HT  -        2175.378 (meters)    7137.05  (feet)  COMP
 EQ0519  MODELED GRAV-     979,006.2   (mgal)                       NAVD 88
 EQ0519
 EQ0519  VERT ORDER  -  FIRST     CLASS I
 EQ0519
 EQ0519.The horizontal coordinates were scaled from a topographic map and have
 EQ0519.an estimated accuracy of +/- 6 seconds.
 EQ0519
 EQ0519.The orthometric height was determined by differential leveling
 EQ0519.and adjusted by the National Geodetic Survey in June 1991..
 EQ0519
 EQ0519.The geoid height was determined by GEOID03.
 EQ0519
 EQ0519.The dynamic height is computed by dividing the NAVD 88
 EQ0519.geopotential number by the normal gravity value computed on the
 EQ0519.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0519.degrees latitude (g = 980.6199 gals.).
 EQ0519
 EQ0519.The modeled gravity was interpolated from observed gravity values.
 EQ0519
 EQ0519;                    North         East    Units  Estimated Accuracy
 EQ0519;SPC NM C     -   341,660.      388,990.      MT  (+/- 180 meters Scaled)
 EQ0519
 EQ0519                          SUPERSEDED SURVEY CONTROL
 EQ0519
 EQ0519  NGVD 29 (??/??/92) 2177.826  (m)         7145.08   (f) ADJ UNCH    1 1
 EQ0519
 EQ0519.Superseded values are not recommended for survey control.
 EQ0519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0519.See file dsdata.txt to determine how the superseded data were derived.
 EQ0519
 EQ0519_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBT736732(NAD 83)
 EQ0519_MARKER: DB = BENCH MARK DISK
 EQ0519_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EQ0519_SP_SET: STAINLESS STEEL ROD
 EQ0519_STAMPING: J 357 1978
 EQ0519_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EQ0519
 EQ0519  HISTORY     - Date     Condition        Report By
 EQ0519  HISTORY     - 1978     MONUMENTED       NGS
 EQ0519
 EQ0519                          STATION DESCRIPTION
 EQ0519
 EQ0519'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 EQ0519'11.6 MI WEST FROM MAGDALENA.
 EQ0519'ABOUT 11.6 MILES WEST ALONG U.S. HIGHWAY 60 FROM THE POST OFFICE IN
 EQ0519'MAGDALENA.  AT THE SOUTHWEST CORNER OF THE T JUNCTION OF U.S.
 EQ0519'HIGHWAY 60 AND STATE HIGHWAY 52, 96 FEET SOUTH OF THE CENTERLINE OF
 EQ0519'U.S. HIGHWAY 60, 28 FEET WEST OF THE WEST EDGE OF A CATTLE GUARD AT
 EQ0519'THE ENTRANCE TO STATE HIGHWAY 52, 21 FEET EAST OF THE HIGHWAY RIGHT OF
 EQ0519'WAY MARKER, NUMBER 47+42, AND 1 FOOT NORTH OF THE SOUTHERLY RIGHT OF
 EQ0519'WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1209 ***********************************************************************
 CX1209  DESIGNATION -  J 358
 CX1209  PID         -  CX1209
 CX1209  STATE/COUNTY-  NM/LUNA
 CX1209  USGS QUAD   -  SPALDING (1964)
 CX1209
 CX1209                         *CURRENT SURVEY CONTROL
 CX1209  ___________________________________________________________________
 CX1209* NAD 83(1986)-  32 28 09.     (N)    107 57 02.     (W)     SCALED    
 CX1209* NAVD 88     -      1454.350  (meters)    4771.48   (feet)  ADJUSTED  
 CX1209  ___________________________________________________________________
 CX1209  GEOID HEIGHT-         -24.32  (meters)                     GEOID03
 CX1209  DYNAMIC HT  -        1452.121 (meters)    4764.17  (feet)  COMP
 CX1209  MODELED GRAV-     979,054.9   (mgal)                       NAVD 88
 CX1209
 CX1209  VERT ORDER  -  FIRST     CLASS II
 CX1209
 CX1209.The horizontal coordinates were scaled from a topographic map and have
 CX1209.an estimated accuracy of +/- 6 seconds.
 CX1209
 CX1209.The orthometric height was determined by differential leveling
 CX1209.and adjusted by the National Geodetic Survey in June 1991..
 CX1209
 CX1209.The geoid height was determined by GEOID03.
 CX1209
 CX1209.The dynamic height is computed by dividing the NAVD 88
 CX1209.geopotential number by the normal gravity value computed on the
 CX1209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX1209.degrees latitude (g = 980.6199 gals.).
 CX1209
 CX1209.The modeled gravity was interpolated from observed gravity values.
 CX1209
 CX1209;                    North         East    Units  Estimated Accuracy
 CX1209;SPC NM W     -   162,900.      818,980.      MT  (+/- 180 meters Scaled)
 CX1209
 CX1209                          SUPERSEDED SURVEY CONTROL
 CX1209
 CX1209.No superseded survey control is available for this station.
 CX1209
 CX1209_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBR226962(NAD 83)
 CX1209_MARKER: DB = BENCH MARK DISK
 CX1209_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CX1209+WITH SETTING: INFORMATION.
 CX1209_SP_SET: SHALLOW SET METAL ROD
 CX1209_STAMPING: J 358 1979
 CX1209_PROJECTION: FLUSH
 CX1209_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX1209_ROD/PIPE-DEPTH: 2.4  meters
 CX1209
 CX1209  HISTORY     - Date     Condition        Report By
 CX1209  HISTORY     - 1979     MONUMENTED       NGS
 CX1209
 CX1209                          STATION DESCRIPTION
 CX1209
 CX1209'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CX1209'28.2 KM NW FROM DEMING.
 CX1209'0.2 KILOMETER (0.1 MILE) EAST ALONG SPRUCE STREET FROM THE POST OFFICE
 CX1209'IN DEMING, THENCE 28.0 KILOMETERS (17.5 MILES) NORTHWEST ALONG U.S.
 CX1209'HIGHWAY 180, 1.5 KILOMETERS (0.95 MILE) NORTHWEST OF A TELEPHONE LINE
 CX1209'CROSSING THE HIGHWAY, 13.5 METERS (44.3 FEET) WEST OF MILEMARKER 147,
 CX1209'19.2 METERS (62.9 FEET) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY AND
 CX1209'0.5 METER (1.9 FEET) NORTH OF A FENCE.  NOTE= REFUSAL WAS REACHED AT
 CX1209'2.4 METERS (8.0 FEET).  ACCESS TO DISK IS THROUGH A 4-INCH SCREW PLUG.
 CX1209'THE MARK IS 0.5 METERS  NW FROM A WITNESS POST.
 CX1209'THE MARK IS 0.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0789 ***********************************************************************
 CY0789  DESIGNATION -  J 359
 CY0789  PID         -  CY0789
 CY0789  STATE/COUNTY-  NM/GRANT
 CY0789  USGS QUAD   -  FORT BAYARD (1992)
 CY0789
 CY0789                         *CURRENT SURVEY CONTROL
 CY0789  ___________________________________________________________________
 CY0789* NAD 83(1986)-  32 46 51.     (N)    108 11 32.     (W)     SCALED    
 CY0789* NAVD 88     -      1842.423  (meters)    6044.68   (feet)  ADJUSTED  
 CY0789  ___________________________________________________________________
 CY0789  GEOID HEIGHT-         -23.57  (meters)                     GEOID03
 CY0789  DYNAMIC HT  -        1839.532 (meters)    6035.20  (feet)  COMP
 CY0789  MODELED GRAV-     979,003.2   (mgal)                       NAVD 88
 CY0789
 CY0789  VERT ORDER  -  FIRST     CLASS II
 CY0789
 CY0789.The horizontal coordinates were scaled from a topographic map and have
 CY0789.an estimated accuracy of +/- 6 seconds.
 CY0789
 CY0789.The orthometric height was determined by differential leveling
 CY0789.and adjusted by the National Geodetic Survey in June 1991..
 CY0789
 CY0789.The geoid height was determined by GEOID03.
 CY0789
 CY0789.The dynamic height is computed by dividing the NAVD 88
 CY0789.geopotential number by the normal gravity value computed on the
 CY0789.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0789.degrees latitude (g = 980.6199 gals.).
 CY0789
 CY0789.The modeled gravity was interpolated from observed gravity values.
 CY0789
 CY0789;                    North         East    Units  Estimated Accuracy
 CY0789;SPC NM W     -   197,510.      796,380.      MT  (+/- 180 meters Scaled)
 CY0789
 CY0789                          SUPERSEDED SURVEY CONTROL
 CY0789
 CY0789.No superseded survey control is available for this station.
 CY0789
 CY0789_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYB629304(NAD 83)
 CY0789_MARKER: DB = BENCH MARK DISK
 CY0789_SETTING: 66 = SET IN ROCK OUTCROP
 CY0789_SP_SET: ROCK OUTCROP
 CY0789_STAMPING: J 359 1980
 CY0789_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CY0789+STABILITY: POSITION/ELEVATION WELL
 CY0789
 CY0789  HISTORY     - Date     Condition        Report By
 CY0789  HISTORY     - 1980     MONUMENTED       NGS
 CY0789
 CY0789                          STATION DESCRIPTION
 CY0789
 CY0789'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CY0789'8.8 KM SE FROM SILVER CITY.
 CY0789'1.1 KILOMETERS (0.7 MILE) NORTH ALONG HUDSON STREET (STATE HIGHWAY 90)
 CY0789'FROM THE POST OFFICE IN SILVER CITY, THENCE 7.8 KILOMETERS (4.9 MILES)
 CY0789'SOUTHEAST ALONG U.S. HIGHWAY 180, 19.1 METERS (62.9 FEET) SOUTH OF A
 CY0789'FENCE AND 24.7 METERS (39.4 FEET) NORTH OF THE CENTERLINE OF THE
 CY0789'WEST-BOUND LANES OF THE HIGHWAY.
 CY0789'THE MARK IS 0.4 METERS  SW FROM A WITNESS POST.
 CY0789'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0764 ***********************************************************************
 CY0764  DESIGNATION -  J 360
 CY0764  PID         -  CY0764
 CY0764  STATE/COUNTY-  NM/GRANT
 CY0764  USGS QUAD   -  MANGAS SPRINGS (1990)
 CY0764
 CY0764                         *CURRENT SURVEY CONTROL
 CY0764  ___________________________________________________________________
 CY0764* NAD 83(1986)-  32 51 56.     (N)    108 31 14.     (W)     SCALED    
 CY0764* NAVD 88     -      1496.309  (meters)    4909.14   (feet)  ADJUSTED  
 CY0764  ___________________________________________________________________
 CY0764  GEOID HEIGHT-         -24.45  (meters)                     GEOID03
 CY0764  DYNAMIC HT  -        1494.037 (meters)    4901.69  (feet)  COMP
 CY0764  MODELED GRAV-     979,067.4   (mgal)                       NAVD 88
 CY0764
 CY0764  VERT ORDER  -  FIRST     CLASS II
 CY0764
 CY0764.The horizontal coordinates were scaled from a topographic map and have
 CY0764.an estimated accuracy of +/- 6 seconds.
 CY0764
 CY0764.The orthometric height was determined by differential leveling
 CY0764.and adjusted by the National Geodetic Survey in June 1991..
 CY0764
 CY0764.The geoid height was determined by GEOID03.
 CY0764
 CY0764.The dynamic height is computed by dividing the NAVD 88
 CY0764.geopotential number by the normal gravity value computed on the
 CY0764.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0764.degrees latitude (g = 980.6199 gals.).
 CY0764
 CY0764.The modeled gravity was interpolated from observed gravity values.
 CY0764
 CY0764;                    North         East    Units  Estimated Accuracy
 CY0764;SPC NM W     -   207,060.      765,680.      MT  (+/- 180 meters Scaled)
 CY0764
 CY0764                          SUPERSEDED SURVEY CONTROL
 CY0764
 CY0764.No superseded survey control is available for this station.
 CY0764
 CY0764_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYB320391(NAD 83)
 CY0764_MARKER: DB = BENCH MARK DISK
 CY0764_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CY0764+WITH SETTING: INFORMATION.
 CY0764_SP_SET: SHALLOW SET METAL ROD
 CY0764_STAMPING: J 360 1980
 CY0764_PROJECTION: FLUSH
 CY0764_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CY0764_ROD/PIPE-DEPTH: 3.4  meters
 CY0764
 CY0764  HISTORY     - Date     Condition        Report By
 CY0764  HISTORY     - 1980     MONUMENTED       NGS
 CY0764
 CY0764                          STATION DESCRIPTION
 CY0764
 CY0764'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CY0764'14.6 KM SE FROM CLIFF.
 CY0764'14.6 KILOMETERS (9.05 MILES) SOUTHEAST ALONG U.S. HIGHWAY 180 FROM
 CY0764'THE POST OFFICE IN CLIFF, 0.6 KILOMETER (0.4 MILE) SOUTH OF MILEMARKER
 CY0764'93, 22.2 METERS (72.9 FEET) WEST OF THE CENTERLINE OF THE HIGHWAY, 7.5
 CY0764'METERS (24.7 FEET) SOUTH OF THE CENTER OF A TRACK ROAD LEADING WEST
 CY0764'THROUGH A GATE, 5.2 METERS (17.1 FEET) SOUTH OF THE SOUTH END OF A
 CY0764'GATE POST AND 0.4 METER (1.4 FEET) EAST OF A FENCE.  NOTE=REFUSAL WAS
 CY0764'REACHED AT 3.4 METERS (11.0 FEET).  ACCESS TO DISK IS THROUGH A 4-INCH
 CY0764'SCREW PLUG.
 CY0764'THE MARK IS 0.5 METERS  N FROM A WITNESS POST.
 CY0764'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0512 ***********************************************************************
 DT0512  DESIGNATION -  J 361
 DT0512  PID         -  DT0512
 DT0512  STATE/COUNTY-  NM/CATRON
 DT0512  USGS QUAD   -  BULL BASIN (1965)
 DT0512
 DT0512                         *CURRENT SURVEY CONTROL
 DT0512  ___________________________________________________________________
 DT0512* NAD 83(1986)-  33 38 49.     (N)    108 53 09.     (W)     SCALED    
 DT0512* NAVD 88     -      1863.027  (meters)    6112.28   (feet)  ADJUSTED  
 DT0512  ___________________________________________________________________
 DT0512  GEOID HEIGHT-         -22.95  (meters)                     GEOID03
 DT0512  DYNAMIC HT  -        1860.154 (meters)    6102.86  (feet)  COMP
 DT0512  MODELED GRAV-     979,028.9   (mgal)                       NAVD 88
 DT0512
 DT0512  VERT ORDER  -  FIRST     CLASS II
 DT0512
 DT0512.The horizontal coordinates were scaled from a topographic map and have
 DT0512.an estimated accuracy of +/- 6 seconds.
 DT0512
 DT0512.The orthometric height was determined by differential leveling
 DT0512.and adjusted by the National Geodetic Survey in June 1991..
 DT0512
 DT0512.The geoid height was determined by GEOID03.
 DT0512
 DT0512.The dynamic height is computed by dividing the NAVD 88
 DT0512.geopotential number by the normal gravity value computed on the
 DT0512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0512.degrees latitude (g = 980.6199 gals.).
 DT0512
 DT0512.The modeled gravity was interpolated from observed gravity values.
 DT0512
 DT0512;                    North         East    Units  Estimated Accuracy
 DT0512;SPC NM W     -   294,000.      732,370.      MT  (+/- 180 meters Scaled)
 DT0512
 DT0512                          SUPERSEDED SURVEY CONTROL
 DT0512
 DT0512.No superseded survey control is available for this station.
 DT0512
 DT0512_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC960250(NAD 83)
 DT0512_MARKER: DB = BENCH MARK DISK
 DT0512_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DT0512+WITH SETTING: INFORMATION.
 DT0512_SP_SET: SHALLOW SET ROD
 DT0512_STAMPING: J 361 1980
 DT0512_PROJECTION: FLUSH
 DT0512_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DT0512_ROD/PIPE-DEPTH: 0.9  meters
 DT0512
 DT0512  HISTORY     - Date     Condition        Report By
 DT0512  HISTORY     - 1980     MONUMENTED       NGS
 DT0512
 DT0512                          STATION DESCRIPTION
 DT0512
 DT0512'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 DT0512'17.0 KM SSW FROM RESERVE.
 DT0512'0.2 KILOMETER (0.1 MILE) NORTH ALONG STATE HIGHWAY 435 FROM THE CATRON
 DT0512'COUNTY COURTHOUSE IN RESERVE, THENCE 11.3 KILOMETERS (7.0 MILE) WEST-
 DT0512'SOUTHWEST ALONG STATE HIGHWAY 12, THENCE 5.6 KILOMETERS (3.5 MILES)
 DT0512'SOUTH-SOUTHWEST ALONG U.S. HIGHWAY 180, 0.8 KILOMETER (0.5 MILE)
 DT0512'SOUTH-SOUTHWEST OF MILEMARKER 24, 19.9 METERS (65.5 FEET) SOUTHEAST OF
 DT0512'THE CENTERLINE OF THE HIGHWAY AND 0.5 METER (1.6 FEET) NORTHWEST OF A
 DT0512'FENCE.  NOTE=REFUSAL WAS REACHED AT 0.9 METER (3.0 FEET).  ACCESS TO
 DT0512'DISK IS THROUGH A 4-INCH SCREW PLUG.
 DT0512'THE MARK IS 0.5 METERS  SE FROM A WITNESS POST.
 DT0512'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1246 ***********************************************************************
 CX1246  DESIGNATION -  J 362
 CX1246  PID         -  CX1246
 CX1246  STATE/COUNTY-  NM/LUNA
 CX1246  USGS QUAD   -  NUTT (1989)
 CX1246
 CX1246                         *CURRENT SURVEY CONTROL
 CX1246  ___________________________________________________________________
 CX1246* NAD 83(1986)-  32 31 42.     (N)    107 29 25.     (W)     SCALED    
 CX1246* NAVD 88     -      1414.647  (meters)    4641.22   (feet)  ADJUSTED  
 CX1246  ___________________________________________________________________
 CX1246  GEOID HEIGHT-         -23.88  (meters)                     GEOID03
 CX1246  DYNAMIC HT  -        1412.533 (meters)    4634.29  (feet)  COMP
 CX1246  MODELED GRAV-     979,094.7   (mgal)                       NAVD 88
 CX1246
 CX1246  VERT ORDER  -  FIRST     CLASS II
 CX1246
 CX1246.The horizontal coordinates were scaled from a topographic map and have
 CX1246.an estimated accuracy of +/- 6 seconds.
 CX1246
 CX1246.The orthometric height was determined by differential leveling
 CX1246.and adjusted by the National Geodetic Survey in June 1991..
 CX1246
 CX1246.The geoid height was determined by GEOID03.
 CX1246
 CX1246.The dynamic height is computed by dividing the NAVD 88
 CX1246.geopotential number by the normal gravity value computed on the
 CX1246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX1246.degrees latitude (g = 980.6199 gals.).
 CX1246
 CX1246.The modeled gravity was interpolated from observed gravity values.
 CX1246
 CX1246;                    North         East    Units  Estimated Accuracy
 CX1246;SPC NM W     -   169,500.      862,230.      MT  (+/- 180 meters Scaled)
 CX1246
 CX1246                          SUPERSEDED SURVEY CONTROL
 CX1246
 CX1246.No superseded survey control is available for this station.
 CX1246
 CX1246_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBS661017(NAD 83)
 CX1246_MARKER: DB = BENCH MARK DISK
 CX1246_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CX1246_SP_SET: STAINLESS STEEL ROD
 CX1246_STAMPING: J 362 1980
 CX1246_PROJECTION: FLUSH
 CX1246_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CX1246_ROD/PIPE-DEPTH: 4.0  meters
 CX1246
 CX1246  HISTORY     - Date     Condition        Report By
 CX1246  HISTORY     - 1980     MONUMENTED       NGS
 CX1246
 CX1246                          STATION DESCRIPTION
 CX1246
 CX1246'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CX1246'7.1 KM SW FROM NUTT.
 CX1246'7.1 KILOMETERS (4.4 MILES) SOUTHWEST ALONG STATE HIGHWAY 26 FROM ITS
 CX1246'JUNCTION WITH STATE HIGHWAY 27 IN NUTT, 0.4 KILOMETER (0.25 MILE)
 CX1246'SOUTHWEST OF HIGHWAY MILEMARKER 24, 29.0 METERS (95.3 FEET) SOUTHEAST
 CX1246'OF THE CENTERLINE OF THE HIGHWAY, 31.4 METERS (103.1 FEET) NORTHWEST
 CX1246'OF THE NORTHWEST RAIL OF THE RAILROAD, 28.9 METERS (94.7 FEET)
 CX1246'NORTHWEST OF RAILROAD MILEPOST 1109 AND 0.7 METER (2.3 FEET) NORTHEAST
 CX1246'OF A SECTION OF BURIED RAILROAD RAIL PROJECTING 0.8 METER (2.6 FEET).
 CX1246'NOTE=ACCESS TO THE DISK IS THROUGH A 4-INCH SCREW PLUG.
 CX1246'THE MARK IS 1.1 METERS  SW FROM A WITNESS POST.
 CX1246'THE MARK IS 1.2 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0550 ***********************************************************************
 DT0550  DESIGNATION -  J 363
 DT0550  PID         -  DT0550
 DT0550  STATE/COUNTY-  NM/GRANT
 DT0550  USGS QUAD   -  MOON RANCH (1965)
 DT0550
 DT0550                         *CURRENT SURVEY CONTROL
 DT0550  ___________________________________________________________________
 DT0550* NAD 83(1986)-  33 12 14.     (N)    108 50 00.     (W)     SCALED    
 DT0550* NAVD 88     -      1496.611  (meters)    4910.13   (feet)  ADJUSTED  
 DT0550  ___________________________________________________________________
 DT0550  GEOID HEIGHT-         -24.27  (meters)                     GEOID03
 DT0550  DYNAMIC HT  -        1494.360 (meters)    4902.75  (feet)  COMP
 DT0550  MODELED GRAV-     979,081.4   (mgal)                       NAVD 88
 DT0550
 DT0550  VERT ORDER  -  FIRST     CLASS II
 DT0550
 DT0550.The horizontal coordinates were scaled from a topographic map and have
 DT0550.an estimated accuracy of +/- 6 seconds.
 DT0550
 DT0550.The orthometric height was determined by differential leveling
 DT0550.and adjusted by the National Geodetic Survey in June 1991..
 DT0550
 DT0550.The geoid height was determined by GEOID03.
 DT0550
 DT0550.The dynamic height is computed by dividing the NAVD 88
 DT0550.geopotential number by the normal gravity value computed on the
 DT0550.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0550.degrees latitude (g = 980.6199 gals.).
 DT0550
 DT0550.The modeled gravity was interpolated from observed gravity values.
 DT0550
 DT0550;                    North         East    Units  Estimated Accuracy
 DT0550;SPC NM W     -   244,810.      736,770.      MT  (+/- 180 meters Scaled)
 DT0550
 DT0550                          SUPERSEDED SURVEY CONTROL
 DT0550
 DT0550.No superseded survey control is available for this station.
 DT0550
 DT0550_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYB019759(NAD 83)
 DT0550_MARKER: DB = BENCH MARK DISK
 DT0550_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DT0550_SP_SET: STAINLESS STEEL ROD
 DT0550_STAMPING: J 363 1980
 DT0550_PROJECTION: FLUSH
 DT0550_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DT0550_ROD/PIPE-DEPTH: 5.9  meters
 DT0550
 DT0550  HISTORY     - Date     Condition        Report By
 DT0550  HISTORY     - 1980     MONUMENTED       NGS
 DT0550
 DT0550                          STATION DESCRIPTION
 DT0550
 DT0550'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 DT0550'16.3 KM SOUTH FROM GLENWOOD.
 DT0550'16.3 KILOMETERS (10.1 MILES) SOUTH ALONG U.S. HIGHWAY 180 FROM THE
 DT0550'POST OFFICE IN GLENWOOD, 61.4 METERS (201.4 FEET) NORTH AND ACROSS
 DT0550'THE HIGHWAY FROM HIGHWAY MILEMARKER 61, 16.2 METERS ( 53.0 FEET)
 DT0550'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 3.0 METERS (10.2 FEET)
 DT0550'SOUTHWEST OF A BARBED WIRE FENCE, 2.9 METERS (9.5 FEET) NORTHEAST OF
 DT0550'GUY WIRE AND 1.3 METERS (4.5  FEET) SOUTHWEST OF A TELEPHONE
 DT0550'POLE.  NOTE=REFUSAL WAS REACHED AT 5.9 METERS (19.5 FEET).
 DT0550'ACCESS TO THE DISK IS THROUGH A 4-INCH SCREW PLUG.
 DT0550'THE MARK IS 1.5 METERS  SW FROM A WITNESS POST.
 DT0550'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0563 ***********************************************************************
 EQ0563  DESIGNATION -  J 364
 EQ0563  PID         -  EQ0563
 EQ0563  STATE/COUNTY-  NM/SOCORRO
 EQ0563  USGS QUAD   -  SOCORRO (1979)
 EQ0563
 EQ0563                         *CURRENT SURVEY CONTROL
 EQ0563  ___________________________________________________________________
 EQ0563* NAD 83(1986)-  34 03 39.     (N)    106 53 17.     (W)     SCALED    
 EQ0563* NAVD 88     -      1400.086  (meters)    4593.45   (feet)  ADJUSTED  
 EQ0563  ___________________________________________________________________
 EQ0563  GEOID HEIGHT-         -22.16  (meters)                     GEOID03
 EQ0563  DYNAMIC HT  -        1398.110 (meters)    4586.97  (feet)  COMP
 EQ0563  MODELED GRAV-     979,176.1   (mgal)                       NAVD 88
 EQ0563
 EQ0563  VERT ORDER  -  FIRST     CLASS II
 EQ0563
 EQ0563.The horizontal coordinates were scaled from a topographic map and have
 EQ0563.an estimated accuracy of +/- 6 seconds.
 EQ0563
 EQ0563.The orthometric height was determined by differential leveling
 EQ0563.and adjusted by the National Geodetic Survey in June 1991..
 EQ0563
 EQ0563.The geoid height was determined by GEOID03.
 EQ0563
 EQ0563.The dynamic height is computed by dividing the NAVD 88
 EQ0563.geopotential number by the normal gravity value computed on the
 EQ0563.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0563.degrees latitude (g = 980.6199 gals.).
 EQ0563
 EQ0563.The modeled gravity was interpolated from observed gravity values.
 EQ0563
 EQ0563;                    North         East    Units  Estimated Accuracy
 EQ0563;SPC NM C     -   339,590.      441,100.      MT  (+/- 180 meters Scaled)
 EQ0563
 EQ0563                          SUPERSEDED SURVEY CONTROL
 EQ0563
 EQ0563.No superseded survey control is available for this station.
 EQ0563
 EQ0563_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT257705(NAD 83)
 EQ0563_MARKER: DB = BENCH MARK DISK
 EQ0563_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 EQ0563_SP_SET: PIER
 EQ0563_STAMPING: J 364 1980
 EQ0563_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EQ0563+STABILITY: POSITION/ELEVATION WELL
 EQ0563_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EQ0563+SATELLITE: SATELLITE OBSERVATIONS - June 25, 2005
 EQ0563
 EQ0563  HISTORY     - Date     Condition        Report By
 EQ0563  HISTORY     - 1980     MONUMENTED       NGS
 EQ0563  HISTORY     - 20050625 GOOD             GEOCAC
 EQ0563
 EQ0563                          STATION DESCRIPTION
 EQ0563
 EQ0563'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 EQ0563'IN SOCORRO.
 EQ0563'0.2 KILOMETER (0.1 MILE) EAST ALONG MANAANARES AVENUE FROM THE POST
 EQ0563'OFFICE IN SOCORRO, THENCE 0.3 KILOMETER (0.2 MILE) NORTH ALONG
 EQ0563'BUSINESS LOOP 25 AND STATE HIGHWAY 60, THENCE 0.4 KILOMETER (0.25
 EQ0563'MILE) EAST ALONG OTERO AVENUE, SET VERTICALLY IN THE MOST
 EQ0563'NORTHERLY 1 OF 6 PIERS OF THE SOUTH BOUND OVERPASS OF INTERSTATE
 EQ0563'HIGHWAY 25 AND 7.2 METERS (23.6 FEET) NORTH OF THE CENTER LINE OF
 EQ0563'THE ROAD.
 EQ0563'THE MARK IS 1.2 M ABOVE THE ROAD.
 EQ0563
 EQ0563                          STATION RECOVERY (2005)
 EQ0563
 EQ0563'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 EQ0563'THE STATION MARK IS HEAVILY PAINTED.  THE STATION IS SET IN THE SOUTH
 EQ0563'FACE OF THE WESTMOST OF 3 PIERS NORTH OF THE AVENUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1221 ***********************************************************************
 CX1221  DESIGNATION -  J 365
 CX1221  PID         -  CX1221
 CX1221  STATE/COUNTY-  NM/LUNA
 CX1221  USGS QUAD   -  DEMING WEST (1972)
 CX1221
 CX1221                         *CURRENT SURVEY CONTROL
 CX1221  ___________________________________________________________________
 CX1221* NAD 83(1986)-  32 21 38.     (N)    107 50 10.     (W)     SCALED    
 CX1221* NAVD 88     -      1378.338  (meters)    4522.10   (feet)  ADJUSTED  
 CX1221  ___________________________________________________________________
 CX1221  GEOID HEIGHT-         -24.43  (meters)                     GEOID03
 CX1221  DYNAMIC HT  -        1376.240 (meters)    4515.21  (feet)  COMP
 CX1221  MODELED GRAV-     979,068.9   (mgal)                       NAVD 88
 CX1221
 CX1221  VERT ORDER  -  FIRST     CLASS II
 CX1221
 CX1221.The horizontal coordinates were scaled from a topographic map and have
 CX1221.an estimated accuracy of +/- 6 seconds.
 CX1221
 CX1221.The orthometric height was determined by differential leveling
 CX1221.and adjusted by the National Geodetic Survey in June 1991..
 CX1221
 CX1221.The geoid height was determined by GEOID03.
 CX1221
 CX1221.The dynamic height is computed by dividing the NAVD 88
 CX1221.geopotential number by the normal gravity value computed on the
 CX1221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX1221.degrees latitude (g = 980.6199 gals.).
 CX1221
 CX1221.The modeled gravity was interpolated from observed gravity values.
 CX1221
 CX1221;                    North         East    Units  Estimated Accuracy
 CX1221;SPC NM W     -   150,850.      829,740.      MT  (+/- 180 meters Scaled)
 CX1221
 CX1221                          SUPERSEDED SURVEY CONTROL
 CX1221
 CX1221.No superseded survey control is available for this station.
 CX1221
 CX1221_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBR331839(NAD 83)
 CX1221_MARKER: DB = BENCH MARK DISK
 CX1221_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CX1221+WITH SETTING: INFORMATION.
 CX1221_SP_SET: SHALLOW SET METAL ROD
 CX1221_STAMPING: J 365 1979
 CX1221_PROJECTION: FLUSH
 CX1221_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX1221_ROD/PIPE-DEPTH: 2.7  meters
 CX1221
 CX1221  HISTORY     - Date     Condition        Report By
 CX1221  HISTORY     - 1979     MONUMENTED       NGS
 CX1221
 CX1221                          STATION DESCRIPTION
 CX1221
 CX1221'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CX1221'13.5 KM NW FROM DEMING.
 CX1221'0.2 KILOMETER (0.1 MILE) EAST ALONG SPRUCE STREET FROM THE POST OFFICE
 CX1221'IN DEMING, THENCE 13.3 KILOMETERS (8.3 MILES) NORTHWEST ALONG U.S.
 CX1221'HIGHWAY 180, 22.9 METERS (75.0 FEET) NORTHWEST OF A T-FENCE CORNER,
 CX1221'18.3 METERS (59.9 FEET) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 CX1221'10.0 METERS (32.9 FEET) SOUTHWEST OF MILEMARKER 157 AND 0.8 METER
 CX1221'(2.6 FEET) EAST OF A FENCE.  NOTE= REFUSAL WAS REACHED AT 2.7 METERS
 CX1221'(9.0 FEET).  ACCESS TO DISK IS THROUGH A 4-INCH SCREW PLUG.
 CX1221'THE MARK IS 0.4 METERS  NW FROM A WITNESS POST.
 CX1221'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1274 ***********************************************************************
 CX1274  DESIGNATION -  J 366
 CX1274  PID         -  CX1274
 CX1274  STATE/COUNTY-  NM/SIERRA
 CX1274  USGS QUAD   -  CABALLO (1980)
 CX1274
 CX1274                         *CURRENT SURVEY CONTROL
 CX1274  ___________________________________________________________________
 CX1274* NAD 83(1986)-  32 56 18.     (N)    107 18 51.     (W)     SCALED    
 CX1274* NAVD 88     -      1290.767  (meters)    4234.79   (feet)  ADJUSTED  
 CX1274  ___________________________________________________________________
 CX1274  GEOID HEIGHT-         -23.59  (meters)                     GEOID03
 CX1274  DYNAMIC HT  -        1288.854 (meters)    4228.52  (feet)  COMP
 CX1274  MODELED GRAV-     979,111.7   (mgal)                       NAVD 88
 CX1274
 CX1274  VERT ORDER  -  FIRST     CLASS II
 CX1274
 CX1274.The horizontal coordinates were scaled from a topographic map and have
 CX1274.an estimated accuracy of +/- 6 seconds.
 CX1274
 CX1274.The orthometric height was determined by differential leveling
 CX1274.and adjusted by the National Geodetic Survey in June 1991..
 CX1274
 CX1274.The geoid height was determined by GEOID03.
 CX1274
 CX1274.The dynamic height is computed by dividing the NAVD 88
 CX1274.geopotential number by the normal gravity value computed on the
 CX1274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX1274.degrees latitude (g = 980.6199 gals.).
 CX1274
 CX1274.The modeled gravity was interpolated from observed gravity values.
 CX1274
 CX1274;                    North         East    Units  Estimated Accuracy
 CX1274;SPC NM W     -   215,040.      878,550.      MT  (+/- 180 meters Scaled)
 CX1274
 CX1274                          SUPERSEDED SURVEY CONTROL
 CX1274
 CX1274.No superseded survey control is available for this station.
 CX1274
 CX1274_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBS836468(NAD 83)
 CX1274_MARKER: DB = BENCH MARK DISK
 CX1274_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CX1274_SP_SET: STAINLESS STEEL ROD
 CX1274_STAMPING: J 366 1980
 CX1274_PROJECTION: FLUSH
 CX1274_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CX1274_ROD/PIPE-DEPTH: 9.1  meters
 CX1274
 CX1274  HISTORY     - Date     Condition        Report By
 CX1274  HISTORY     - 1980     MONUMENTED       NGS
 CX1274
 CX1274                          STATION DESCRIPTION
 CX1274
 CX1274'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CX1274'4.1 KM SOUTH FROM CABALLO.
 CX1274'4.1 KILOMETERS (2.5 MILES) SOUTH ALONG U.S. HIGHWAY 85 FROM THE
 CX1274'POST OFFICE IN CABALLO, 22.2 METERS (72.9 FEET) WEST-SOUTHWEST
 CX1274'OF HIGHWAY MILE MARKER NUMBER 61, 14.8 METERS (48.7 FEET) WEST OF
 CX1274'THE CENTER LINE OF THE HIGHWAY, 14.4 METERS (47.4 FEET) NORTH OF A
 CX1274'TELEPHONE POLE AND 0.3 METER (1.1 FEET) EAST OF A BARBED WIRE
 CX1274'FENCE.  NOTE=ACCESS TO THE DISK IS THROUGH A 4-INCH SCREW PLUG.
 CX1274'THE MARK IS 0.5 METERS  S FROM A WITNESS POST.
 CX1274'THE MARK IS 0.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS1038 ***********************************************************************
 DS1038  DESIGNATION -  J 367
 DS1038  PID         -  DS1038
 DS1038  STATE/COUNTY-  NM/SOCORRO
 DS1038  USGS QUAD   -  BLACK HILL (1980)
 DS1038
 DS1038                         *CURRENT SURVEY CONTROL
 DS1038  ___________________________________________________________________
 DS1038* NAD 83(1986)-  33 35 08.     (N)    107 10 42.     (W)     SCALED    
 DS1038* NAVD 88     -      1535.818  (meters)    5038.76   (feet)  ADJUSTED  
 DS1038  ___________________________________________________________________
 DS1038  GEOID HEIGHT-         -22.81  (meters)                     GEOID03
 DS1038  DYNAMIC HT  -        1533.559 (meters)    5031.35  (feet)  COMP
 DS1038  MODELED GRAV-     979,112.4   (mgal)                       NAVD 88
 DS1038
 DS1038  VERT ORDER  -  FIRST     CLASS II
 DS1038
 DS1038.The horizontal coordinates were scaled from a topographic map and have
 DS1038.an estimated accuracy of +/- 6 seconds.
 DS1038
 DS1038.The orthometric height was determined by differential leveling
 DS1038.and adjusted by the National Geodetic Survey in June 1991..
 DS1038
 DS1038.The geoid height was determined by GEOID03.
 DS1038
 DS1038.The dynamic height is computed by dividing the NAVD 88
 DS1038.geopotential number by the normal gravity value computed on the
 DS1038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS1038.degrees latitude (g = 980.6199 gals.).
 DS1038
 DS1038.The modeled gravity was interpolated from observed gravity values.
 DS1038
 DS1038;                    North         East    Units  Estimated Accuracy
 DS1038;SPC NM C     -   287,080.      413,830.      MT  (+/- 180 meters Scaled)
 DS1038
 DS1038                          SUPERSEDED SURVEY CONTROL
 DS1038
 DS1038.No superseded survey control is available for this station.
 DS1038
 DS1038_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBT978183(NAD 83)
 DS1038_MARKER: DB = BENCH MARK DISK
 DS1038_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DS1038+WITH SETTING: INFORMATION.
 DS1038_SP_SET: SHALLOW SET METAL ROD
 DS1038_STAMPING: J 367 1980
 DS1038_PROJECTION: FLUSH
 DS1038_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DS1038_ROD/PIPE-DEPTH: 2.1  meters
 DS1038
 DS1038  HISTORY     - Date     Condition        Report By
 DS1038  HISTORY     - 1980     MONUMENTED       NGS
 DS1038
 DS1038                          STATION DESCRIPTION
 DS1038
 DS1038'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 DS1038'49.1 KM SW FROM SAN ANTONIO.
 DS1038'0.2 KILOMETER (0.1 MILE) EAST ALONG U.S. HIGHWAY 380 FROM THE POST
 DS1038'OFFICE IN SAN ANTONIO, THENCE 48.9 KILOMETERS (30.4 MILES) SOUTH
 DS1038'ALONG STATE HIGHWAY 1, 43.9 METERS (144.0 FEET) WEST OF THE WEST
 DS1038'SUPPORT POLE OF A POWER LINE, 30.0 METERS (98.4 FEET) SOUTHEAST OF THE
 DS1038'CENTER LINE OF THE HIGHWAY, 5.2 METERS (17.1 FEET) NORTHEAST OF A DIRT
 DS1038'ROAD LEADING SOUTHEAST, 3.4 METERS (11.2 FEET) NORTHEAST OF THE
 DS1038'NORTHEAST GATE POST AND 0.5 METER (1.6 FEET) NORTHWEST OF A FENCE.
 DS1038'NOTE=REFUSAL WAS REACHED AT 2.1 METERS (7.0 FEET).  ACCESS TO THE DISK
 DS1038'IS THROUGH A 4-INCH SCREW PLUG.
 DS1038'THE MARK IS 0.7 METERS  SW FROM A WITNESS POST.
 DS1038'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS1009 ***********************************************************************
 DS1009  DESIGNATION -  J 368
 DS1009  PID         -  DS1009
 DS1009  STATE/COUNTY-  NM/SIERRA
 DS1009  USGS QUAD   -  HUERFANO HILL (1980)
 DS1009
 DS1009                         *CURRENT SURVEY CONTROL
 DS1009  ___________________________________________________________________
 DS1009* NAD 83(1986)-  33 16 53.     (N)    107 17 03.     (W)     SCALED    
 DS1009* NAVD 88     -      1498.369  (meters)    4915.90   (feet)  ADJUSTED  
 DS1009  ___________________________________________________________________
 DS1009  GEOID HEIGHT-         -23.16  (meters)                     GEOID03
 DS1009  DYNAMIC HT  -        1496.170 (meters)    4908.68  (feet)  COMP
 DS1009  MODELED GRAV-     979,117.4   (mgal)                       NAVD 88
 DS1009
 DS1009  VERT ORDER  -  FIRST     CLASS II
 DS1009
 DS1009.The horizontal coordinates were scaled from a topographic map and have
 DS1009.an estimated accuracy of +/- 6 seconds.
 DS1009
 DS1009.The orthometric height was determined by differential leveling
 DS1009.and adjusted by the National Geodetic Survey in June 1991..
 DS1009
 DS1009.The geoid height was determined by GEOID03.
 DS1009
 DS1009.The dynamic height is computed by dividing the NAVD 88
 DS1009.geopotential number by the normal gravity value computed on the
 DS1009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS1009.degrees latitude (g = 980.6199 gals.).
 DS1009
 DS1009.The modeled gravity was interpolated from observed gravity values.
 DS1009
 DS1009;                    North         East    Units  Estimated Accuracy
 DS1009;SPC NM W     -   253,100.      881,150.      MT  (+/- 180 meters Scaled)
 DS1009
 DS1009                          SUPERSEDED SURVEY CONTROL
 DS1009
 DS1009.No superseded survey control is available for this station.
 DS1009
 DS1009_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBS872848(NAD 83)
 DS1009_MARKER: DB = BENCH MARK DISK
 DS1009_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DS1009+WITH SETTING: INFORMATION.
 DS1009_SP_SET: SHALLOW SET METAL ROD
 DS1009_STAMPING: J 368 1980
 DS1009_PROJECTION: FLUSH
 DS1009_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DS1009_ROD/PIPE-DEPTH: 2.1  meters
 DS1009
 DS1009  HISTORY     - Date     Condition        Report By
 DS1009  HISTORY     - 1980     MONUMENTED       NGS
 DS1009
 DS1009                          STATION DESCRIPTION
 DS1009
 DS1009'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 DS1009'13.6 KM NNW FROM TRUTH OR CONSEQUENCES.
 DS1009'13.6 KILOMETERS (8.45 MILES) NORTH AND NORTHWEST ALONG U.S. HIGHWAY 85
 DS1009'(DATE STREET) FROM THE SIERRA COUNTY COURTHOUSE IN TRUTH OR
 DS1009'CONSEQUENCES, 30.0 METERS (98.4 FEET) NORTHEAST OF THE CENTER LINE OF
 DS1009'THE HIGHWAY, 15.9 METERS (52.2 FEET) SOUTHEAST OF THE CENTER OF
 DS1009'A DIRT ROAD LEADING NORTH-NORTHEAST OVER A CATTLE GUARD HEADING FOR
 DS1009'A VORTAC TRANSMITTING STATION, 14.3 METERS (47.3 FEET) SOUTHEAST
 DS1009'OF THE SOUTHEAST END OF A CATTLE GUARD, 4.3 METERS (14.1 FEET)
 DS1009'SOUTHEAST OF A TELEPHONE POLE WITH TWO GUY WIRES AND 0.4 METER
 DS1009'(1.3 FEET) SOUTHWEST OF A FENCE.  NOTE=ACCESS TO THE DISK IS
 DS1009'THROUGH A 4-INCH SCREW PLUG.  REFUSAL WAS MET AT 2.1 METERS.
 DS1009'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0528 ***********************************************************************
 EQ0528  DESIGNATION -  J 369
 EQ0528  PID         -  EQ0528
 EQ0528  STATE/COUNTY-  NM/SOCORRO
 EQ0528  USGS QUAD   -  ARROWHEAD WELL (1995)
 EQ0528
 EQ0528                         *CURRENT SURVEY CONTROL
 EQ0528  ___________________________________________________________________
 EQ0528* NAD 83(1986)-  34 04 38.     (N)    107 35 26.     (W)     SCALED    
 EQ0528* NAVD 88     -      2125.366  (meters)    6972.97   (feet)  ADJUSTED  
 EQ0528  ___________________________________________________________________
 EQ0528  GEOID HEIGHT-         -21.62  (meters)                     GEOID03
 EQ0528  DYNAMIC HT  -        2122.051 (meters)    6962.10  (feet)  COMP
 EQ0528  MODELED GRAV-     979,000.5   (mgal)                       NAVD 88
 EQ0528
 EQ0528  VERT ORDER  -  FIRST     CLASS II
 EQ0528
 EQ0528.The horizontal coordinates were scaled from a topographic map and have
 EQ0528.an estimated accuracy of +/- 6 seconds.
 EQ0528
 EQ0528.The orthometric height was determined by differential leveling
 EQ0528.and adjusted by the National Geodetic Survey in June 1991..
 EQ0528
 EQ0528.The geoid height was determined by GEOID03.
 EQ0528
 EQ0528.The dynamic height is computed by dividing the NAVD 88
 EQ0528.geopotential number by the normal gravity value computed on the
 EQ0528.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0528.degrees latitude (g = 980.6199 gals.).
 EQ0528
 EQ0528.The modeled gravity was interpolated from observed gravity values.
 EQ0528
 EQ0528;                    North         East    Units  Estimated Accuracy
 EQ0528;SPC NM C     -   342,030.      376,270.      MT  (+/- 180 meters Scaled)
 EQ0528
 EQ0528                          SUPERSEDED SURVEY CONTROL
 EQ0528
 EQ0528.No superseded survey control is available for this station.
 EQ0528
 EQ0528_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBT609737(NAD 83)
 EQ0528_MARKER: DB = BENCH MARK DISK
 EQ0528_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EQ0528_SP_SET: STAINLESS STEEL ROD
 EQ0528_STAMPING: J 369 1980
 EQ0528_PROJECTION: FLUSH
 EQ0528_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EQ0528_ROD/PIPE-DEPTH: 4.8  meters
 EQ0528
 EQ0528  HISTORY     - Date     Condition        Report By
 EQ0528  HISTORY     - 1980     MONUMENTED       NGS
 EQ0528
 EQ0528                          STATION DESCRIPTION
 EQ0528
 EQ0528'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 EQ0528'28.0 KM SE FROM DATIL.
 EQ0528'25.6 KM (15.9 MI) EASTERLY ALONG U.S. HIGHWAY 60 FROM
 EQ0528'THE JUNCTION OF STATE HIGHWAY 12 IN DATIL, THENCE 2.5 KM
 EQ0528'(1.55 MI) SOUTH-SOUTHWEST ALONG STATE HIGHWAY 78, 18.1 METERS
 EQ0528'(59.4 FT) EAST-SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 2.2
 EQ0528'METERS (7.2 FT) SOUTH-SOUTHWEST OF A VERTICAL SECTION OF RAIL
 EQ0528'(PAINTED YELLOW) PROJECTING 0.6 METERS (2.0 FT). NOTE=ROD WAS
 EQ0528'DRIVEN TO REFUSAL AT 4.8 METERS.  ACCESS TO THE DISK IS THROUGH
 EQ0528'A 4-INCH SCREW PLUG.
 EQ0528'THE MARK IS 0.8 METERS  NNE FROM A WITNESS POST.
 EQ0528'THE MARK IS 0.2 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0100 ***********************************************************************
 DT0100  DESIGNATION -  J 37
 DT0100  PID         -  DT0100
 DT0100  STATE/COUNTY-  NM/GRANT
 DT0100  USGS QUAD   -  MOON RANCH (1965)
 DT0100
 DT0100                         *CURRENT SURVEY CONTROL
 DT0100  ___________________________________________________________________
 DT0100* NAD 83(1986)-  33 10 59.     (N)    108 49 51.     (W)     SCALED    
 DT0100* NAVD 88     -      1585.545  (meters)    5201.91   (feet)  ADJUSTED  
 DT0100  ___________________________________________________________________
 DT0100  GEOID HEIGHT-         -24.32  (meters)                     GEOID03
 DT0100  DYNAMIC HT  -        1583.141 (meters)    5194.02  (feet)  COMP
 DT0100  MODELED GRAV-     979,065.7   (mgal)                       NAVD 88
 DT0100
 DT0100  VERT ORDER  -  FIRST     CLASS II
 DT0100
 DT0100.The horizontal coordinates were scaled from a topographic map and have
 DT0100.an estimated accuracy of +/- 6 seconds.
 DT0100
 DT0100.The orthometric height was determined by differential leveling
 DT0100.and adjusted by the National Geodetic Survey in June 1991..
 DT0100
 DT0100.The geoid height was determined by GEOID03.
 DT0100
 DT0100.The dynamic height is computed by dividing the NAVD 88
 DT0100.geopotential number by the normal gravity value computed on the
 DT0100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0100.degrees latitude (g = 980.6199 gals.).
 DT0100
 DT0100.The modeled gravity was interpolated from observed gravity values.
 DT0100
 DT0100;                    North         East    Units  Estimated Accuracy
 DT0100;SPC NM W     -   242,500.      736,980.      MT  (+/- 180 meters Scaled)
 DT0100
 DT0100                          SUPERSEDED SURVEY CONTROL
 DT0100
 DT0100  NGVD 29 (??/??/92) 1584.676  (m)         5199.06   (f) ADJ UNCH    1 2
 DT0100
 DT0100.Superseded values are not recommended for survey control.
 DT0100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0100.See file dsdata.txt to determine how the superseded data were derived.
 DT0100
 DT0100_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYB022736(NAD 83)
 DT0100_MARKER: DB = BENCH MARK DISK
 DT0100_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DT0100_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DT0100_STAMPING: J-37 1934
 DT0100_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DT0100+STABILITY: SURFACE MOTION
 DT0100
 DT0100  HISTORY     - Date     Condition        Report By
 DT0100  HISTORY     - 1934     MONUMENTED       CGS
 DT0100  HISTORY     - 1967     GOOD             USGS
 DT0100  HISTORY     - 1980     MARK NOT FOUND   NGS
 DT0100
 DT0100                          STATION DESCRIPTION
 DT0100
 DT0100'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DT0100'13.2 MI S FROM GLENWOOD.
 DT0100'13.2 MI SOUTH OF POST OFFICE ALONG STATE HWY NO.11. ON STATE HWY
 DT0100'NO.11, ABOUT 6.1 MI NORTH OF JACKSON FILLING STATION, OPPOSITE THE
 DT0100'CENTER OF A HORSE SHOE BEND IN A CANYON.  65 FEET EAST OF A DOUBLE
 DT0100'PIPE CULVERT WITH CONCRETE HEADWALLS. 40 FEET SOUTH OF THE CENTER LINE
 DT0100'OF THE HWY.
 DT0100
 DT0100                          STATION RECOVERY (1967)
 DT0100
 DT0100'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 DT0100'RECOVERED IN GOOD CONDITION.
 DT0100
 DT0100                          STATION RECOVERY (1980)
 DT0100
 DT0100'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DT0100'NOTE=A THOROUGH SEARCH WAS MADE FOR THIS MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0553 ***********************************************************************
 EQ0553  DESIGNATION -  J 370
 EQ0553  PID         -  EQ0553
 EQ0553  STATE/COUNTY-  NM/CATRON
 EQ0553  USGS QUAD   -  SUGARLOAF MOUNTAIN (1995)
 EQ0553
 EQ0553                         *CURRENT SURVEY CONTROL
 EQ0553  ___________________________________________________________________
 EQ0553* NAD 83(1986)-  34 04 32.     (N)    107 54 43.     (W)     SCALED    
 EQ0553* NAVD 88     -      2240.586  (meters)    7350.99   (feet)  ADJUSTED  
 EQ0553  ___________________________________________________________________
 EQ0553  GEOID HEIGHT-         -21.46  (meters)                     GEOID03
 EQ0553  DYNAMIC HT  -        2237.085 (meters)    7339.50  (feet)  COMP
 EQ0553  MODELED GRAV-     978,992.5   (mgal)                       NAVD 88
 EQ0553
 EQ0553  VERT ORDER  -  FIRST     CLASS II
 EQ0553
 EQ0553.The horizontal coordinates were scaled from a topographic map and have
 EQ0553.an estimated accuracy of +/- 6 seconds.
 EQ0553
 EQ0553.The orthometric height was determined by differential leveling
 EQ0553.and adjusted by the National Geodetic Survey in June 1991..
 EQ0553
 EQ0553.The geoid height was determined by GEOID03.
 EQ0553
 EQ0553.The dynamic height is computed by dividing the NAVD 88
 EQ0553.geopotential number by the normal gravity value computed on the
 EQ0553.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0553.degrees latitude (g = 980.6199 gals.).
 EQ0553
 EQ0553.The modeled gravity was interpolated from observed gravity values.
 EQ0553
 EQ0553;                    North         East    Units  Estimated Accuracy
 EQ0553;SPC NM W     -   341,040.      822,750.      MT  (+/- 180 meters Scaled)
 EQ0553
 EQ0553                          SUPERSEDED SURVEY CONTROL
 EQ0553
 EQ0553.No superseded survey control is available for this station.
 EQ0553
 EQ0553_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBT312743(NAD 83)
 EQ0553_MARKER: DB = BENCH MARK DISK
 EQ0553_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 EQ0553+WITH SETTING: INFORMATION.
 EQ0553_SP_SET: SHALLOW SET METAL ROD
 EQ0553_STAMPING: J 370 1980
 EQ0553_PROJECTION: FLUSH
 EQ0553_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EQ0553_ROD/PIPE-DEPTH: 2.1  meters
 EQ0553
 EQ0553  HISTORY     - Date     Condition        Report By
 EQ0553  HISTORY     - 1980     MONUMENTED       NGS
 EQ0553
 EQ0553                          STATION DESCRIPTION
 EQ0553
 EQ0553'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 EQ0553'10.8 KM SW FROM DATIL.
 EQ0553'10.8 KM (6.75 MI) SOUTHWEST ALONG STATE HIGHWAY 12 FROM THE
 EQ0553'POST OFFICE IN DATIL, 19.3 METERS (63.3 FT) SOUTHEAST OF THE
 EQ0553'CENTERLINE OF THE HIGHWAY, 15.4 METERS (50.6 FT) EAST OF MILE POST
 EQ0553'68, 3.0 METERS (9.8 FT) NORTHWEST OF A POWER POLE WITH TWO GUY
 EQ0553'WIRES, 1.1 METERS (3.6 FT) SOUTH OF THE LARGER OF TWO GUY WIRES,
 EQ0553'0.3 METERS ( 1.0 FT) NORTHWEST OF A BARBED WIRE FENCE.  NOTE=REFUSAL
 EQ0553'WAS REACHED AT 2.1 METERS.  ACCESS TO THE DISK IS THROUGH A 4-INCH
 EQ0553'SCREW PLUG.
 EQ0553'THE MARK IS 0.7 METERS  NE FROM A WITNESS POST.
 EQ0553'THE MARK IS 0.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0602 ***********************************************************************
 DT0602  DESIGNATION -  J 372
 DT0602  PID         -  DT0602
 DT0602  STATE/COUNTY-  NM/CATRON
 DT0602  USGS QUAD   -  ARAGON (1965)
 DT0602
 DT0602                         *CURRENT SURVEY CONTROL
 DT0602  ___________________________________________________________________
 DT0602* NAD 83(1986)-  33 54 40.     (N)    108 30 14.     (W)     SCALED    
 DT0602* NAVD 88     -      2090.480  (meters)    6858.52   (feet)  ADJUSTED  
 DT0602  ___________________________________________________________________
 DT0602  GEOID HEIGHT-         -21.96  (meters)                     GEOID03
 DT0602  DYNAMIC HT  -        2087.214 (meters)    6847.80  (feet)  COMP
 DT0602  MODELED GRAV-     978,999.3   (mgal)                       NAVD 88
 DT0602
 DT0602  VERT ORDER  -  FIRST     CLASS II
 DT0602
 DT0602.The horizontal coordinates were scaled from a topographic map and have
 DT0602.an estimated accuracy of +/- 6 seconds.
 DT0602
 DT0602.The orthometric height was determined by differential leveling
 DT0602.and adjusted by the National Geodetic Survey in June 1991..
 DT0602
 DT0602.The geoid height was determined by GEOID03.
 DT0602
 DT0602.The dynamic height is computed by dividing the NAVD 88
 DT0602.geopotential number by the normal gravity value computed on the
 DT0602.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0602.degrees latitude (g = 980.6199 gals.).
 DT0602
 DT0602.The modeled gravity was interpolated from observed gravity values.
 DT0602
 DT0602;                    North         East    Units  Estimated Accuracy
 DT0602;SPC NM W     -   323,000.      767,990.      MT  (+/- 180 meters Scaled)
 DT0602
 DT0602                          SUPERSEDED SURVEY CONTROL
 DT0602
 DT0602.No superseded survey control is available for this station.
 DT0602
 DT0602_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYC307551(NAD 83)
 DT0602_MARKER: DB = BENCH MARK DISK
 DT0602_SETTING: 66 = SET IN ROCK OUTCROP
 DT0602_SP_SET: ROCK OUTCROP
 DT0602_STAMPING: J 372 1980
 DT0602_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DT0602+STABILITY: POSITION/ELEVATION WELL
 DT0602
 DT0602  HISTORY     - Date     Condition        Report By
 DT0602  HISTORY     - 1980     MONUMENTED       NGS
 DT0602
 DT0602                          STATION DESCRIPTION
 DT0602
 DT0602'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 DT0602'5.3 KM NE FROM ARAGON.
 DT0602'5.3 KM (3.3 MI) NORTHEAST ALONG STATE HIGHWAY 12 FROM THE
 DT0602'POST OFFICE IN ARAGON, 0.6 KM (0.4 MI) SOUTHWEST OF THE
 DT0602'SOUTHWEST END OF A BRIDGE, 0.9 KM (0.55 MI) NORTHEAST OF
 DT0602'MILE POST 29, 13.1 METERS (43.0 FT) SOUTHWEST OF THE SOUTHWEST END
 DT0602'OF A BOX CULVERT, 9.6 METERS (31.5 FT) NORTHWEST OF THE CENTERLINE OF
 DT0602'THE HIGHWAY AND 6.9 METERS (22.6 FT) EAST OF A FENCE.
 DT0602'THE MARK IS 0.4 METERS  SW FROM A WITNESS POST.
 DT0602'THE MARK IS 0.9 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0581 ***********************************************************************
 DT0581  DESIGNATION -  J 373
 DT0581  PID         -  DT0581
 DT0581  STATE/COUNTY-  NM/CATRON
 DT0581  USGS QUAD   -  HORSE MOUNTAIN WEST (1981)
 DT0581
 DT0581                         *CURRENT SURVEY CONTROL
 DT0581  ___________________________________________________________________
 DT0581* NAD 83(1986)-  33 55 25.     (N)    108 14 13.     (W)     SCALED    
 DT0581* NAVD 88     -      2143.460  (meters)    7032.34   (feet)  ADJUSTED  
 DT0581  ___________________________________________________________________
 DT0581  GEOID HEIGHT-         -21.84  (meters)                     GEOID03
 DT0581  DYNAMIC HT  -        2140.086 (meters)    7021.27  (feet)  COMP
 DT0581  MODELED GRAV-     978,985.6   (mgal)                       NAVD 88
 DT0581
 DT0581  VERT ORDER  -  FIRST     CLASS II
 DT0581
 DT0581.The horizontal coordinates were scaled from a topographic map and have
 DT0581.an estimated accuracy of +/- 6 seconds.
 DT0581
 DT0581.The orthometric height was determined by differential leveling
 DT0581.and adjusted by the National Geodetic Survey in June 1991..
 DT0581
 DT0581.The geoid height was determined by GEOID03.
 DT0581
 DT0581.The dynamic height is computed by dividing the NAVD 88
 DT0581.geopotential number by the normal gravity value computed on the
 DT0581.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0581.degrees latitude (g = 980.6199 gals.).
 DT0581
 DT0581.The modeled gravity was interpolated from observed gravity values.
 DT0581
 DT0581;                    North         East    Units  Estimated Accuracy
 DT0581;SPC NM W     -   324,260.      792,680.      MT  (+/- 180 meters Scaled)
 DT0581
 DT0581                          SUPERSEDED SURVEY CONTROL
 DT0581
 DT0581.No superseded survey control is available for this station.
 DT0581
 DT0581_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYC554571(NAD 83)
 DT0581_MARKER: DB = BENCH MARK DISK
 DT0581_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DT0581+WITH SETTING: INFORMATION.
 DT0581_SP_SET: SHALLOW SET METAL ROD
 DT0581_STAMPING: J 373 1980
 DT0581_PROJECTION: FLUSH
 DT0581_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DT0581_ROD/PIPE-DEPTH: 3.0  meters
 DT0581
 DT0581  HISTORY     - Date     Condition        Report By
 DT0581  HISTORY     - 1980     MONUMENTED       NGS
 DT0581
 DT0581                          STATION DESCRIPTION
 DT0581
 DT0581'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 DT0581'31.3 KM NE FROM ARAGON.
 DT0581'31.3 KM (19.45 MI) NORTHEAST ALONG STATE HIGHWAY 12 FROM
 DT0581'THE POST OFFICE IN ARAGON, 41.7 METERS (136.7 FT) EAST OF THE CENTER
 DT0581'OF A DIRT ROAD LEADING NORTH, 39.6 METERS (129.9 FT) EAST OF THE
 DT0581'EAST END OF A CATTLE GUARD, 36.0 METERS (118.0 FT) NORTHWEST OF
 DT0581'MILE POST 46, 15.3 METERS (50.2 FT) NORTH OF THE CENTERLINE OF THE
 DT0581'HIGHWAY, 1.3 METERS (4.3 FT) SOUTH OF POWER POLE NUMBER 392 AND
 DT0581'0.4 METER (1.3 FT) SOUTH OF A FENCE.  NOTE=REFUSAL WAS REACHED AT
 DT0581'3.0 METERS (10.0 FT).  ACCESS TO THE DISK IS THROUGH A 4-INCH
 DT0581'SCREW PLUG.
 DT0581'THE MARK IS 0.5 METERS  E FROM A WITNESS POST.
 DT0581'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0497 ***********************************************************************
 DT0497  DESIGNATION -  J 374
 DT0497  PID         -  DT0497
 DT0497  STATE/COUNTY-  NM/CATRON
 DT0497  USGS QUAD   -  BULL BASIN (1965)
 DT0497
 DT0497                         *CURRENT SURVEY CONTROL
 DT0497  ___________________________________________________________________
 DT0497* NAD 83(1986)-  33 44 30.     (N)    108 56 57.     (W)     SCALED    
 DT0497* NAVD 88     -      2389.990  (meters)    7841.16   (feet)  ADJUSTED  
 DT0497  ___________________________________________________________________
 DT0497  GEOID HEIGHT-         -22.63  (meters)                     GEOID03
 DT0497  DYNAMIC HT  -        2386.137 (meters)    7828.52  (feet)  COMP
 DT0497  MODELED GRAV-     978,937.4   (mgal)                       NAVD 88
 DT0497
 DT0497  VERT ORDER  -  FIRST     CLASS II
 DT0497
 DT0497.The horizontal coordinates were scaled from a topographic map and have
 DT0497.an estimated accuracy of +/- 6 seconds.
 DT0497
 DT0497.The orthometric height was determined by differential leveling
 DT0497.and adjusted by the National Geodetic Survey in June 1991..
 DT0497
 DT0497.The geoid height was determined by GEOID03.
 DT0497
 DT0497.The dynamic height is computed by dividing the NAVD 88
 DT0497.geopotential number by the normal gravity value computed on the
 DT0497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0497.degrees latitude (g = 980.6199 gals.).
 DT0497
 DT0497.The modeled gravity was interpolated from observed gravity values.
 DT0497
 DT0497;                    North         East    Units  Estimated Accuracy
 DT0497;SPC NM W     -   304,570.      726,610.      MT  (+/- 180 meters Scaled)
 DT0497
 DT0497                          SUPERSEDED SURVEY CONTROL
 DT0497
 DT0497.No superseded survey control is available for this station.
 DT0497
 DT0497_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC899354(NAD 83)
 DT0497_MARKER: DB = BENCH MARK DISK
 DT0497_SETTING: 66 = SET IN ROCK OUTCROP
 DT0497_SP_SET: ROCK OUTCROP
 DT0497_STAMPING: J 374 1980
 DT0497_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DT0497+STABILITY: POSITION/ELEVATION WELL
 DT0497
 DT0497  HISTORY     - Date     Condition        Report By
 DT0497  HISTORY     - 1980     MONUMENTED       NGS
 DT0497  HISTORY     - 20050729 GOOD             USPSQD
 DT0497
 DT0497                          STATION DESCRIPTION
 DT0497
 DT0497'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 DT0497'10.1 KM SE FROM LUNA.
 DT0497'10.1 KM (6.3 MI) SOUTHEAST ALONG U.S. HIGHWAY 180 FROM
 DT0497'THE POST OFFICE IN LUNA, 1.0 KM (0.6 MI) SOUTHWEST OF MILE
 DT0497'POST 13, AND 24.4 METERS (80.0 FT) NORTH-NORTHWEST OF THE CENTER
 DT0497'LINE OF THE HIGHWAY.
 DT0497'THE MARK IS 0.4 METERS  NE FROM A WITNESS POST.
 DT0497'THE MARK IS 6.1 M ABOVE THE HIGHWAY.
 DT0497
 DT0497                          STATION RECOVERY (2005)
 DT0497
 DT0497'RECOVERY NOTE BY US POWER SQUADRON 2005 (NJP)
 DT0497'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0597 ***********************************************************************
 FM0597  DESIGNATION -  J 38
 FM0597  PID         -  FM0597
 FM0597  STATE/COUNTY-  NM/QUAY
 FM0597  USGS QUAD   -  LOGAN NE (1989)
 FM0597
 FM0597                         *CURRENT SURVEY CONTROL
 FM0597  ___________________________________________________________________
 FM0597* NAD 83(1986)-  35 29 29.     (N)    103 15 30.     (W)     SCALED    
 FM0597* NAVD 88     -      1208.516  (meters)    3964.94   (feet)  ADJUSTED  
 FM0597  ___________________________________________________________________
 FM0597  GEOID HEIGHT-         -23.13  (meters)                     GEOID03
 FM0597  DYNAMIC HT  -        1207.075 (meters)    3960.21  (feet)  COMP
 FM0597  MODELED GRAV-     979,399.7   (mgal)                       NAVD 88
 FM0597
 FM0597  VERT ORDER  -  FIRST     CLASS II
 FM0597
 FM0597.The horizontal coordinates were scaled from a topographic map and have
 FM0597.an estimated accuracy of +/- 6 seconds.
 FM0597
 FM0597.The orthometric height was determined by differential leveling
 FM0597.and adjusted by the National Geodetic Survey in June 1991..
 FM0597
 FM0597.The geoid height was determined by GEOID03.
 FM0597
 FM0597.The dynamic height is computed by dividing the NAVD 88
 FM0597.geopotential number by the normal gravity value computed on the
 FM0597.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0597.degrees latitude (g = 980.6199 gals.).
 FM0597
 FM0597.The modeled gravity was interpolated from observed gravity values.
 FM0597
 FM0597;                    North         East    Units  Estimated Accuracy
 FM0597;SPC NM E     -   498,620.      262,540.      MT  (+/- 180 meters Scaled)
 FM0597
 FM0597                          SUPERSEDED SURVEY CONTROL
 FM0597
 FM0597  NGVD 29 (??/??/92) 1207.951  (m)         3963.09   (f) ADJ UNCH    1 2
 FM0597
 FM0597.Superseded values are not recommended for survey control.
 FM0597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0597.See file dsdata.txt to determine how the superseded data were derived.
 FM0597
 FM0597_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFV579289(NAD 83)
 FM0597_MARKER: DB = BENCH MARK DISK
 FM0597_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0597_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0597_STAMPING: J-38 1933
 FM0597_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0597+STABILITY: SURFACE MOTION
 FM0597
 FM0597  HISTORY     - Date     Condition        Report By
 FM0597  HISTORY     - 1933     MONUMENTED       CGS
 FM0597  HISTORY     - 1962     GOOD             NGS
 FM0597
 FM0597                          STATION DESCRIPTION
 FM0597
 FM0597'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 FM0597'12.2 MI NE FROM LOGAN.
 FM0597'12.2 MILES NORTH EAST OF THE DEPOT.  ALONG THE ROCK ISLAND RAILROAD.
 FM0597'1.3 MILES NORTH EAST OF SANDSPRINGS, AT MILE POST NO. 603.  AT THE
 FM0597'SOUTH END OF LONG CUT, 90 FEET EAST OF THE CENTER LINE OF THE TRACKS
 FM0597'AND 4 FEET WEST OF THE RIGHT-OF-WAY FENCE.  NOTE-- FENCE GONE.  BM IS
 FM0597'135 FEET NW OF AND OF U.S. HIGHWAY NO. 54.
 FM0597
 FM0597                          STATION RECOVERY (1962)
 FM0597
 FM0597'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 FM0597'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0159 ***********************************************************************
 DT0159  DESIGNATION -  J 39
 DT0159  PID         -  DT0159
 DT0159  STATE/COUNTY-  NM/CATRON
 DT0159  USGS QUAD   -  RESERVE (1965)
 DT0159
 DT0159                         *CURRENT SURVEY CONTROL
 DT0159  ___________________________________________________________________
 DT0159* NAD 83(1986)-  33 41 36.     (N)    108 51 25.     (W)     SCALED    
 DT0159* NAVD 88     -      1940.117  (meters)    6365.20   (feet)  ADJUSTED  
 DT0159  ___________________________________________________________________
 DT0159  GEOID HEIGHT-         -22.80  (meters)                     GEOID03
 DT0159  DYNAMIC HT  -        1937.108 (meters)    6355.33  (feet)  COMP
 DT0159  MODELED GRAV-     979,016.9   (mgal)                       NAVD 88
 DT0159
 DT0159  VERT ORDER  -  FIRST     CLASS II
 DT0159
 DT0159.The horizontal coordinates were scaled from a topographic map and have
 DT0159.an estimated accuracy of +/- 6 seconds.
 DT0159
 DT0159.The orthometric height was determined by differential leveling
 DT0159.and adjusted by the National Geodetic Survey in June 1991..
 DT0159
 DT0159.The geoid height was determined by GEOID03.
 DT0159
 DT0159.The dynamic height is computed by dividing the NAVD 88
 DT0159.geopotential number by the normal gravity value computed on the
 DT0159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0159.degrees latitude (g = 980.6199 gals.).
 DT0159
 DT0159.The modeled gravity was interpolated from observed gravity values.
 DT0159
 DT0159;                    North         East    Units  Estimated Accuracy
 DT0159;SPC NM W     -   299,120.      735,100.      MT  (+/- 180 meters Scaled)
 DT0159
 DT0159                          SUPERSEDED SURVEY CONTROL
 DT0159
 DT0159  NGVD 29 (??/??/92) 1939.218  (m)         6362.25   (f) ADJ UNCH    1 2
 DT0159
 DT0159.Superseded values are not recommended for survey control.
 DT0159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0159.See file dsdata.txt to determine how the superseded data were derived.
 DT0159
 DT0159_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC986302(NAD 83)
 DT0159_MARKER: DB = BENCH MARK DISK
 DT0159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DT0159_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DT0159_STAMPING: J-39 1934
 DT0159_PROJECTION: PROJECTING 15 CENTIMETERS
 DT0159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DT0159+STABILITY: SURFACE MOTION
 DT0159
 DT0159  HISTORY     - Date     Condition        Report By
 DT0159  HISTORY     - 1934     MONUMENTED       CGS
 DT0159  HISTORY     - 1965     GOOD             USGS
 DT0159  HISTORY     - 1980     POOR             NGS
 DT0159
 DT0159                          STATION DESCRIPTION
 DT0159
 DT0159'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DT0159'7.3 MI W FROM RESERVE.
 DT0159'7.3 MI WEST ALONG STATE HWY. NO. 12 FROM POST OFFICE.  ON STATE HWY
 DT0159'NO. 12, AT EASTERN POINT OF THE TRIANGULAR HWY JUNCTION OF STATE
 DT0159'HIGHWAY NO. 12 AND THE CUTOFF TO HWY NO. 11 NORTHWARD.  0.3 MI EAST OF
 DT0159'JUNCTION WITH STATE HWY NO. 11.  IN ACUTE ANGLE BETWEEN HWY AND CUTOFF
 DT0159'TO NORTH.  (HWY TO SPRINGERVILLE) 145 FEET WEST OF THE CENTER OF THE
 DT0159'INTERSECTION.  36 FT NORTH OF THE CENTERLINE OF HWY NO. 12, AND 23
 DT0159'FEET SOUTH OF THE CENTERLINE OF THE CUTOFF ROAD.  31 FEET EAST OF A
 DT0159'CULVERT UNDER HWY. NO. 12.
 DT0159
 DT0159                          STATION RECOVERY (1965)
 DT0159
 DT0159'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 DT0159'RECOVERED IN GOOD CONDITION.
 DT0159
 DT0159                          STATION RECOVERY (1980)
 DT0159
 DT0159'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DT0159'0.2 KM (0.1 MI) NORTH ALONG STATE HIGHWAY 435 FROM THE
 DT0159'COURTHOUSE IN RESERVE, THENCE 10.6 KM (6.6 MI) WEST AND
 DT0159'SOUTHWEST ALONG STATE HIGHWAY 12, AT THE INTERSECTION OF A PAVED ROAD
 DT0159'LEADING NORTHWEST AT THE SOUTHWEST END OF A LANDING STRIP, 133.5
 DT0159'METERS (438.0 FT) SOUTHWEST OF THE CENTER OF THE INTERSECTION, 24.4
 DT0159'METERS (80.0 FT) SOUTH-SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 DT0159'20.4 METERS (67.0 FT) SOUTHEAST OF THE SOUTHEAST EDGE OF A PIPE
 DT0159'CULVERT AND 6.7 METERS (22.0 FT) SOUTH-SOUTHEAST OF A FENCE.
 DT0159'NOTE=THIS MARK HAS BEEN HIT AND IS LEANING TO THE NORTH AND WILL BE
 DT0159'DESTROYED AFTER THIS SURVEY.
 DT0159'THE MARK IS 0.5 METERS  S FROM A WITNESS POST.
 DT0159'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0651 ***********************************************************************
 CY0651  DESIGNATION -  J 397
 CY0651  PID         -  CY0651
 CY0651  STATE/COUNTY-  NM/HIDALGO
 CY0651  USGS QUAD   -  LISBON (1980)
 CY0651
 CY0651                         *CURRENT SURVEY CONTROL
 CY0651  ___________________________________________________________________
 CY0651* NAD 83(1986)-  32 17 41.     (N)    108 34 30.     (W)     SCALED    
 CY0651* NAVD 88     -      1294.354  (meters)    4246.56   (feet)  ADJUSTED  
 CY0651  ___________________________________________________________________
 CY0651  GEOID HEIGHT-         -25.32  (meters)                     GEOID03
 CY0651  DYNAMIC HT  -        1292.390 (meters)    4240.12  (feet)  COMP
 CY0651  MODELED GRAV-     979,076.9   (mgal)                       NAVD 88
 CY0651
 CY0651  VERT ORDER  -  FIRST     CLASS II
 CY0651
 CY0651.The horizontal coordinates were scaled from a topographic map and have
 CY0651.an estimated accuracy of +/- 6 seconds.
 CY0651
 CY0651.The orthometric height was determined by differential leveling
 CY0651.and adjusted by the National Geodetic Survey in June 1991..
 CY0651
 CY0651.The geoid height was determined by GEOID03.
 CY0651
 CY0651.The dynamic height is computed by dividing the NAVD 88
 CY0651.geopotential number by the normal gravity value computed on the
 CY0651.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0651.degrees latitude (g = 980.6199 gals.).
 CY0651
 CY0651.The modeled gravity was interpolated from observed gravity values.
 CY0651
 CY0651;                    North         East    Units  Estimated Accuracy
 CY0651;SPC NM W     -   143,790.      760,150.      MT  (+/- 180 meters Scaled)
 CY0651
 CY0651                          SUPERSEDED SURVEY CONTROL
 CY0651
 CY0651.No superseded survey control is available for this station.
 CY0651
 CY0651_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYA283756(NAD 83)
 CY0651_MARKER: DB = BENCH MARK DISK
 CY0651_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CY0651_SP_SET: STAINLESS STEEL ROD
 CY0651_STAMPING: J 397 1979
 CY0651_PROJECTION: FLUSH
 CY0651_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CY0651_ROD/PIPE-DEPTH: 6.7  meters
 CY0651
 CY0651  HISTORY     - Date     Condition        Report By
 CY0651  HISTORY     - 1979     MONUMENTED       NGS
 CY0651
 CY0651                          STATION DESCRIPTION
 CY0651
 CY0651'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CY0651'14.2 KM SE FROM LORDSBURG.
 CY0651'14.2 KILOMETERS (8.8 MILES) SOUTHEAST ALONG THE SOUTHERN PACIFIC
 CY0651'RAILROAD FROM THE STATION IN LORDSBURG, AT MILE POST 1157, 27.5 METERS
 CY0651'(90 FEET) NORTHEAST OF THE NORTHEAST RAIL, 52.7 METERS (173 FEET)
 CY0651'NORTHWEST OF THE NORTH CORNER OF RAILROAD BRIDGE 1157.04, 36.3 METERS
 CY0651'(119 FEET) EAST-SOUTHEAST OF THE MILE POST AND 2.4 METERS (7.9 FEET)
 CY0651'SOUTHWEST OF THE NORTHEAST RIGHT-OF-WAY FENCE.
 CY0651'THE MARK IS 0.6 METERS  SW FROM A WITNESS POST.
 CY0651'THE MARK IS 1.0 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0114 ***********************************************************************
 EP0114  DESIGNATION -  J 4
 EP0114  PID         -  EP0114
 EP0114  STATE/COUNTY-  NM/DE BACA
 EP0114  USGS QUAD   -  YESO MESA (1981)
 EP0114
 EP0114                         *CURRENT SURVEY CONTROL
 EP0114  ___________________________________________________________________
 EP0114* NAD 83(1986)-  34 26 12.     (N)    104 48 12.     (W)     SCALED    
 EP0114* NAVD 88     -      1568.667  (meters)    5146.53   (feet)  ADJUSTED  
 EP0114  ___________________________________________________________________
 EP0114  GEOID HEIGHT-         -22.63  (meters)                     GEOID03
 EP0114  DYNAMIC HT  -        1566.461 (meters)    5139.30  (feet)  COMP
 EP0114  MODELED GRAV-     979,174.2   (mgal)                       NAVD 88
 EP0114
 EP0114  VERT ORDER  -  FIRST     CLASS II
 EP0114
 EP0114.The horizontal coordinates were scaled from a topographic map and have
 EP0114.an estimated accuracy of +/- 6 seconds.
 EP0114
 EP0114.The orthometric height was determined by differential leveling
 EP0114.and adjusted by the National Geodetic Survey in June 1991..
 EP0114
 EP0114.The geoid height was determined by GEOID03.
 EP0114
 EP0114.The dynamic height is computed by dividing the NAVD 88
 EP0114.geopotential number by the normal gravity value computed on the
 EP0114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EP0114.degrees latitude (g = 980.6199 gals.).
 EP0114
 EP0114.The modeled gravity was interpolated from observed gravity values.
 EP0114
 EP0114;                    North         East    Units  Estimated Accuracy
 EP0114;SPC NM E     -   381,190.      121,810.      MT  (+/- 180 meters Scaled)
 EP0114
 EP0114                          SUPERSEDED SURVEY CONTROL
 EP0114
 EP0114  NGVD 29 (??/??/92) 1567.924  (m)         5144.10   (f) ADJ UNCH    1 2
 EP0114
 EP0114.Superseded values are not recommended for survey control.
 EP0114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EP0114.See file dsdata.txt to determine how the superseded data were derived.
 EP0114
 EP0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEU180105(NAD 83)
 EP0114_MARKER: R = RIVET
 EP0114_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EP0114_SP_SET: ABUTMENT
 EP0114_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EP0114
 EP0114  HISTORY     - Date     Condition        Report By
 EP0114  HISTORY     - UNK      MONUMENTED       CGS
 EP0114  HISTORY     - 1958     GOOD             NGS
 EP0114  HISTORY     - 1983     GOOD             NGS
 EP0114
 EP0114                          STATION DESCRIPTION
 EP0114
 EP0114'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 EP0114'12.85 MI W FROM YESO.
 EP0114'ABOUT 12.85 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 EP0114'FROM THE STATION AT YESO, A COPPER RIVET IN THE NORTH END OF THE EAST
 EP0114'CONCRETE ABUTMENT OF THE BRIDGE, ABOUT 0.25 MILE EAST OF MILE POST
 EP0114'757, 5 1/2 FEET NORTH OF THE NEAR RAIL, 1/2 FOOT SOUTH OF RAILWAY
 EP0114'BENCH MARK 5141.88, AND ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE TRACK.
 EP0114
 EP0114                          STATION RECOVERY (1983)
 EP0114
 EP0114'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 EP0114'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0012 ***********************************************************************
 DT0012  DESIGNATION -  J 40
 DT0012  PID         -  DT0012
 DT0012  STATE/COUNTY-  NM/CATRON
 DT0012  USGS QUAD   -  HORSE MOUNTAIN WEST (1981)
 DT0012
 DT0012                         *CURRENT SURVEY CONTROL
 DT0012  ___________________________________________________________________
 DT0012* NAD 83(1986)-  33 55 33.     (N)    108 10 01.     (W)     SCALED    
 DT0012* NAVD 88     -      2110.787  (meters)    6925.14   (feet)  POSTED    
 DT0012  ___________________________________________________________________
 DT0012  GEOID HEIGHT-         -21.85  (meters)                     GEOID03
 DT0012  DYNAMIC HT  -        2107.500 (meters)    6914.36  (feet)  COMP
 DT0012  MODELED GRAV-     979,002.6   (mgal)                       NAVD 88
 DT0012
 DT0012  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 DT0012
 DT0012.The horizontal coordinates were scaled from a topographic map and have
 DT0012.an estimated accuracy of +/- 6 seconds.
 DT0012
 DT0012.The orthometric height was determined by differential leveling
 DT0012.and adjusted by the National Geodetic Survey in 1992..
 DT0012.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 DT0012.rate of 1.1 thru 2.0 mm/km.
 DT0012
 DT0012.The geoid height was determined by GEOID03.
 DT0012
 DT0012.The dynamic height is computed by dividing the NAVD 88
 DT0012.geopotential number by the normal gravity value computed on the
 DT0012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0012.degrees latitude (g = 980.6199 gals.).
 DT0012
 DT0012.The modeled gravity was interpolated from observed gravity values.
 DT0012
 DT0012;                    North         East    Units  Estimated Accuracy
 DT0012;SPC NM W     -   324,480.      799,160.      MT  (+/- 180 meters Scaled)
 DT0012
 DT0012                          SUPERSEDED SURVEY CONTROL
 DT0012
 DT0012  NGVD 29 (??/??/92) 2109.892  (m)         6922.20   (f) ADJ UNCH    1 2
 DT0012
 DT0012.Superseded values are not recommended for survey control.
 DT0012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0012.See file dsdata.txt to determine how the superseded data were derived.
 DT0012
 DT0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYC618575(NAD 83)
 DT0012_MARKER: DB = BENCH MARK DISK
 DT0012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DT0012_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DT0012_STAMPING: J-40 1934
 DT0012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DT0012+STABILITY: SURFACE MOTION
 DT0012
 DT0012  HISTORY     - Date     Condition        Report By
 DT0012  HISTORY     - 1934     MONUMENTED       CGS
 DT0012  HISTORY     - 1980     MARK NOT FOUND   NGS
 DT0012
 DT0012                          STATION DESCRIPTION
 DT0012
 DT0012'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DT0012'1.2 MI E FROM HORSE SPRINGS.
 DT0012'1.2 MI EAST ALONG STATE HWY NO. 12, FROM POST OFFICE.  ON STATE HWY
 DT0012'NO. 12, ABOUT 294 FT SOUTH OF THE CENTERLINE OF THE PRESENT HWY, ABOUT
 DT0012'65 FT NORTH OF THE CENTERLINE OF THE CENTERLINE OF THE NEW LOCATION OF
 DT0012'HWY.
 DT0012
 DT0012                          STATION RECOVERY (1980)
 DT0012
 DT0012'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DT0012'A THOROUGH SEARCH OF THE AREA REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0643 ***********************************************************************
 CY0643  DESIGNATION -  J 400
 CY0643  PID         -  CY0643
 CY0643  STATE/COUNTY-  NM/GRANT
 CY0643  USGS QUAD   -  SEPAR (1980)
 CY0643
 CY0643                         *CURRENT SURVEY CONTROL
 CY0643  ___________________________________________________________________
 CY0643* NAD 83(1986)-  32 10 45.     (N)    108 22 47.     (W)     SCALED    
 CY0643* NAVD 88     -      1373.749  (meters)    4507.04   (feet)  ADJUSTED  
 CY0643  ___________________________________________________________________
 CY0643  GEOID HEIGHT-         -25.07  (meters)                     GEOID03
 CY0643  DYNAMIC HT  -        1371.651 (meters)    4500.16  (feet)  COMP
 CY0643  MODELED GRAV-     979,063.9   (mgal)                       NAVD 88
 CY0643
 CY0643  VERT ORDER  -  FIRST     CLASS II
 CY0643
 CY0643.The horizontal coordinates were scaled from a topographic map and have
 CY0643.an estimated accuracy of +/- 6 seconds.
 CY0643
 CY0643.The orthometric height was determined by differential leveling
 CY0643.and adjusted by the National Geodetic Survey in June 1991..
 CY0643
 CY0643.The geoid height was determined by GEOID03.
 CY0643
 CY0643.The dynamic height is computed by dividing the NAVD 88
 CY0643.geopotential number by the normal gravity value computed on the
 CY0643.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0643.degrees latitude (g = 980.6199 gals.).
 CY0643
 CY0643.The modeled gravity was interpolated from observed gravity values.
 CY0643
 CY0643;                    North         East    Units  Estimated Accuracy
 CY0643;SPC NM W     -   130,870.      778,480.      MT  (+/- 180 meters Scaled)
 CY0643
 CY0643                          SUPERSEDED SURVEY CONTROL
 CY0643
 CY0643.No superseded survey control is available for this station.
 CY0643
 CY0643_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYA470633(NAD 83)
 CY0643_MARKER: DB = BENCH MARK DISK
 CY0643_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CY0643_SP_SET: PIER
 CY0643_STAMPING: J 400 1979
 CY0643_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CY0643
 CY0643  HISTORY     - Date     Condition        Report By
 CY0643  HISTORY     - 1979     MONUMENTED       NGS
 CY0643
 CY0643                          STATION DESCRIPTION
 CY0643
 CY0643'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CY0643'36.5 KM SE FROM LORDSBURG.
 CY0643'36.5 KILOMETERS (22.7 MILES) SOUTHEAST ALONG THE SOUTHERN PACIFIC
 CY0643'RAILROAD FROM ITS STATION IN LORDSBURG, SET VERTICALLY IN THE NORTH
 CY0643'FACE OF THE WESTERN PIER OF THE NORTH END OF THE RAILROAD BRIDGE
 CY0643'OVER INTERSTATE HIGHWAY 10, 12.2 METERS (48 FEET) NORTH OF THE
 CY0643'CENTERLINE OF THE WESTBOUND LANES AND 1.5 METERS (4.7 FEET) ABOVE
 CY0643'GROUND.
 CY0643'THE MARK IS ABOVE LEVEL WITH WESTBOUND LANES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0572 ***********************************************************************
 EQ0572  DESIGNATION -  J 402
 EQ0572  PID         -  EQ0572
 EQ0572  STATE/COUNTY-  NM/SOCORRO
 EQ0572  USGS QUAD   -  LEMITAR (1971)
 EQ0572
 EQ0572                         *CURRENT SURVEY CONTROL
 EQ0572  ___________________________________________________________________
 EQ0572* NAD 83(1986)-  34 13 04.     (N)    106 55 11.     (W)     SCALED    
 EQ0572* NAVD 88     -      1429.812  (meters)    4690.97   (feet)  ADJUSTED  
 EQ0572  ___________________________________________________________________
 EQ0572  GEOID HEIGHT-         -21.90  (meters)                     GEOID03
 EQ0572  DYNAMIC HT  -        1427.812 (meters)    4684.41  (feet)  COMP
 EQ0572  MODELED GRAV-     979,187.2   (mgal)                       NAVD 88
 EQ0572
 EQ0572  VERT ORDER  -  FIRST     CLASS II
 EQ0572
 EQ0572.The horizontal coordinates were scaled from a topographic map and have
 EQ0572.an estimated accuracy of +/- 6 seconds.
 EQ0572
 EQ0572.The orthometric height was determined by differential leveling
 EQ0572.and adjusted by the National Geodetic Survey in June 1991..
 EQ0572
 EQ0572.The geoid height was determined by GEOID03.
 EQ0572
 EQ0572.The dynamic height is computed by dividing the NAVD 88
 EQ0572.geopotential number by the normal gravity value computed on the
 EQ0572.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0572.degrees latitude (g = 980.6199 gals.).
 EQ0572
 EQ0572.The modeled gravity was interpolated from observed gravity values.
 EQ0572
 EQ0572;                    North         East    Units  Estimated Accuracy
 EQ0572;SPC NM C     -   357,010.      438,290.      MT  (+/- 180 meters Scaled)
 EQ0572
 EQ0572                          SUPERSEDED SURVEY CONTROL
 EQ0572
 EQ0572.No superseded survey control is available for this station.
 EQ0572
 EQ0572_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT231879(NAD 83)
 EQ0572_MARKER: I = METAL ROD
 EQ0572_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EQ0572_SP_SET: STAINLESS STEEL ROD
 EQ0572_STAMPING: J 402 1980
 EQ0572_MARK LOGO: NGS   
 EQ0572_PROJECTION: FLUSH
 EQ0572_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EQ0572_ROD/PIPE-DEPTH: 11.0 meters
 EQ0572
 EQ0572  HISTORY     - Date     Condition        Report By
 EQ0572  HISTORY     - 1980     MONUMENTED       NGS
 EQ0572
 EQ0572                          STATION DESCRIPTION
 EQ0572
 EQ0572'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 EQ0572'9.3 KM (5.8 MI) NORTH FROM LEMITAR.
 EQ0572'1.8 KM (1.1 MI) EAST ALONG STATE HIGHWAY 408 FROM ITS JUNCTION WITH
 EQ0572'INTERSTATE HIGHWAY 25 IN LEMITAR, THENCE 6.8 KM (4.2 MI) NORTH ALONG
 EQ0572'THE ATCHISON TOPEKA AND SANTA FE RAILROAD, THENCE 0.8 KM (0.5 MI) WEST
 EQ0572'ALONG STATE HIGHWAY 408, 26.8 METERS (88.0 FT) WEST-SOUTHWEST OF THE
 EQ0572'CENTER OF A T-ROAD JUNCTION, AND 1.2 METERS (4.0 FT) WEST OF A
 EQ0572'UTILITY POLE WITH TWO GUY WIRES.
 EQ0572'THE MARK IS 0.5 METERS  E FROM A WITNESS POST.
 EQ0572'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0601 ***********************************************************************
 EQ0601  DESIGNATION -  J 403
 EQ0601  PID         -  EQ0601
 EQ0601  STATE/COUNTY-  NM/SOCORRO
 EQ0601  USGS QUAD   -  BLACK BUTTE (1979)
 EQ0601
 EQ0601                         *CURRENT SURVEY CONTROL
 EQ0601  ___________________________________________________________________
 EQ0601* NAD 83(1986)-  34 25 30.     (N)    106 39 53.     (W)     SCALED    
 EQ0601* NAVD 88     -      1564.259  (meters)    5132.07   (feet)  ADJUSTED  
 EQ0601  ___________________________________________________________________
 EQ0601  GEOID HEIGHT-         -21.38  (meters)                     GEOID03
 EQ0601  DYNAMIC HT  -        1562.075 (meters)    5124.91  (feet)  COMP
 EQ0601  MODELED GRAV-     979,184.5   (mgal)                       NAVD 88
 EQ0601
 EQ0601  VERT ORDER  -  FIRST     CLASS II
 EQ0601
 EQ0601.The horizontal coordinates were scaled from a topographic map and have
 EQ0601.an estimated accuracy of +/- 6 seconds.
 EQ0601
 EQ0601.The orthometric height was determined by differential leveling
 EQ0601.and adjusted by the National Geodetic Survey in June 1991..
 EQ0601
 EQ0601.The geoid height was determined by GEOID03.
 EQ0601
 EQ0601.The dynamic height is computed by dividing the NAVD 88
 EQ0601.geopotential number by the normal gravity value computed on the
 EQ0601.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0601.degrees latitude (g = 980.6199 gals.).
 EQ0601
 EQ0601.The modeled gravity was interpolated from observed gravity values.
 EQ0601
 EQ0601;                    North         East    Units  Estimated Accuracy
 EQ0601;SPC NM C     -   379,870.      461,880.      MT  (+/- 180 meters Scaled)
 EQ0601
 EQ0601                          SUPERSEDED SURVEY CONTROL
 EQ0601
 EQ0601.No superseded survey control is available for this station.
 EQ0601
 EQ0601_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU470105(NAD 83)
 EQ0601_MARKER: I = METAL ROD
 EQ0601_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 EQ0601+WITH SETTING: INFORMATION.
 EQ0601_SP_SET: SHALLOW SET METAL ROD
 EQ0601_STAMPING: J 403 1980
 EQ0601_MARK LOGO: NGS   
 EQ0601_PROJECTION: FLUSH
 EQ0601_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EQ0601_ROD/PIPE-DEPTH: 2.4  meters
 EQ0601
 EQ0601  HISTORY     - Date     Condition        Report By
 EQ0601  HISTORY     - 1980     MONUMENTED       NGS
 EQ0601  HISTORY     - 20050318 GOOD             GEOCAC
 EQ0601
 EQ0601                          STATION DESCRIPTION
 EQ0601
 EQ0601'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 EQ0601'16.1 KM (10.0 MI) EAST FROM BERNARDO.
 EQ0601'16.1 KM (10.0 MI) EAST ALONG U.S. HIGHWAY 60 FROM ITS JUNCTION
 EQ0601'WITH INTERSTATE HIGHWAY 25 IN BERNARDO, 1.3 KM (0.8 MI) EAST OF A
 EQ0601'DIRT CROSSROAD, 29.7 METERS (97.5 FT) SOUTH OF THE CENTERLINE OF
 EQ0601'THE HIGHWAY AND 2.0 METERS (6.5 FT) NORTH OF A UTILITY POLE.
 EQ0601'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 EQ0601'THE MARK IS 0.5 METERS  N FROM  A WITNESS POST AND FENCE
 EQ0601'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 EQ0601
 EQ0601                          STATION RECOVERY (2005)
 EQ0601
 EQ0601'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 EQ0601'NEW COORDINATES ARE
 EQ0601'N34 25.509
 EQ0601'W106 39.971
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0738 ***********************************************************************
 DR0738  DESIGNATION -  J 404
 DR0738  PID         -  DR0738
 DR0738  STATE/COUNTY-  NM/LINCOLN
 DR0738  USGS QUAD   -  LONE MOUNTAIN (1982)
 DR0738
 DR0738                         *CURRENT SURVEY CONTROL
 DR0738  ___________________________________________________________________
 DR0738* NAD 83(1986)-  33 49 16.     (N)    105 49 59.     (W)     SCALED    
 DR0738* NAVD 88     -      1765.364  (meters)    5791.87   (feet)  ADJUSTED  
 DR0738  ___________________________________________________________________
 DR0738  GEOID HEIGHT-         -20.34  (meters)                     GEOID03
 DR0738  DYNAMIC HT  -        1762.777 (meters)    5783.38  (feet)  COMP
 DR0738  MODELED GRAV-     979,108.3   (mgal)                       NAVD 88
 DR0738
 DR0738  VERT ORDER  -  FIRST     CLASS II
 DR0738
 DR0738.The horizontal coordinates were scaled from a topographic map and have
 DR0738.an estimated accuracy of +/- 6 seconds.
 DR0738
 DR0738.The orthometric height was determined by differential leveling
 DR0738.and adjusted by the National Geodetic Survey in June 1991..
 DR0738
 DR0738.The geoid height was determined by GEOID03.
 DR0738
 DR0738.The dynamic height is computed by dividing the NAVD 88
 DR0738.geopotential number by the normal gravity value computed on the
 DR0738.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0738.degrees latitude (g = 980.6199 gals.).
 DR0738
 DR0738.The modeled gravity was interpolated from observed gravity values.
 DR0738
 DR0738;                    North         East    Units  Estimated Accuracy
 DR0738;SPC NM C     -   312,890.      538,600.      MT  (+/- 180 meters Scaled)
 DR0738
 DR0738                          SUPERSEDED SURVEY CONTROL
 DR0738
 DR0738.No superseded survey control is available for this station.
 DR0738
 DR0738_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDT229426(NAD 83)
 DR0738_MARKER: DB = BENCH MARK DISK
 DR0738_SETTING: 66 = SET IN ROCK OUTCROP
 DR0738_SP_SET: ROCK OUTCROP
 DR0738_STAMPING: J 404 1980
 DR0738_MARK LOGO: NGS   
 DR0738_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DR0738+STABILITY: POSITION/ELEVATION WELL
 DR0738
 DR0738  HISTORY     - Date     Condition        Report By
 DR0738  HISTORY     - 1980     MONUMENTED       NGS
 DR0738
 DR0738                          STATION DESCRIPTION
 DR0738
 DR0738'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 DR0738'20.6 KM (12.8 MI) NORTH FROM CARRIZOZO.
 DR0738'20.6 KM (12.8 MI) NORTHERLY ALONG U.S. HIGHWAY 54 FROM THE JUNCTION
 DR0738'OF U.S. HIGHWAYS 54 AND 380 IN CARRIZOZO, 1.0 KM (0.65 MI) SOUTH
 DR0738'OF MILEPOST 137, 0.7 KM (0.45 MI) NORTH OF A SIDE ROAD LEADING EAST,
 DR0738'AT THE SOUTH END OF A HIGHWAY CUT, IN TOP OF A 3X4 FT EXPOSED AREA OF
 DR0738'ROCK OUTCROP, 10.9 METERS (35.6 FT) WEST OF THE CENTERLINE OF THE
 DR0738'HIGHWAY AND 9.4 METERS (31.0 FT) EAST OF A FENCE.
 DR0738'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 DR0738'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0411 ***********************************************************************
 EP0411  DESIGNATION -  J 405
 EP0411  PID         -  EP0411
 EP0411  STATE/COUNTY-  NM/TORRANCE
 EP0411  USGS QUAD   -  ENCINO (1978)
 EP0411
 EP0411                         *CURRENT SURVEY CONTROL
 EP0411  ___________________________________________________________________
 EP0411* NAD 83(1986)-  34 39 20.     (N)    105 28 46.     (W)     SCALED    
 EP0411* NAVD 88     -      1876.190  (meters)    6155.47   (feet)  ADJUSTED  
 EP0411  ___________________________________________________________________
 EP0411  GEOID HEIGHT-         -19.91  (meters)                     GEOID03
 EP0411  DYNAMIC HT  -        1873.563 (meters)    6146.85  (feet)  COMP
 EP0411  MODELED GRAV-     979,167.2   (mgal)                       NAVD 88
 EP0411
 EP0411  VERT ORDER  -  FIRST     CLASS II
 EP0411
 EP0411.The horizontal coordinates were scaled from a topographic map and have
 EP0411.an estimated accuracy of +/- 6 seconds.
 EP0411
 EP0411.The orthometric height was determined by differential leveling
 EP0411.and adjusted by the National Geodetic Survey in June 1991..
 EP0411
 EP0411.The geoid height was determined by GEOID03.
 EP0411
 EP0411.The dynamic height is computed by dividing the NAVD 88
 EP0411.geopotential number by the normal gravity value computed on the
 EP0411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EP0411.degrees latitude (g = 980.6199 gals.).
 EP0411
 EP0411.The modeled gravity was interpolated from observed gravity values.
 EP0411
 EP0411;                    North         East    Units  Estimated Accuracy
 EP0411;SPC NM C     -   405,640.      570,630.      MT  (+/- 180 meters Scaled)
 EP0411
 EP0411                          SUPERSEDED SURVEY CONTROL
 EP0411
 EP0411.No superseded survey control is available for this station.
 EP0411
 EP0411_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDU560349(NAD 83)
 EP0411_MARKER: I = METAL ROD
 EP0411_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EP0411_SP_SET: STAINLESS STEEL ROD
 EP0411_STAMPING: J 405 1980
 EP0411_MARK LOGO: NGS   
 EP0411_PROJECTION: FLUSH
 EP0411_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EP0411_ROD/PIPE-DEPTH: 4.2  meters
 EP0411
 EP0411  HISTORY     - Date     Condition        Report By
 EP0411  HISTORY     - 1980     MONUMENTED       NGS
 EP0411
 EP0411                          STATION DESCRIPTION
 EP0411
 EP0411'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 EP0411'1.7 KM (1.05 MI) WEST FROM ENCINO.
 EP0411'1.7 KM (1.05 MI) WESTERLY ALONG U.S. HIGHWAY 60 FROM THE POST OFFICE
 EP0411'IN ENCINO, 0.3 KM (0.2 MI) WEST-NORTHWEST OF THE JUNCTION OF U. S.
 EP0411'HIGHWAYS 60 AND 285, 30.0 METERS (98.5 FT) SOUTHWEST OF THE CENTERLINE
 EP0411'OF THE HIGHWAY AND 0.6 METERS (2.2 FT) NORTHEAST OF A UTILITY POLE
 EP0411'WITH THREE TRANSFORMERS.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH
 EP0411'A 5-INCH LOGO CAP.
 EP0411'THE MARK IS 0.2 METERS  NE FROM  A WITNESS POST AND FENCE
 EP0411'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS1090 ***********************************************************************
 DS1090  DESIGNATION -  J 406
 DS1090  PID         -  DS1090
 DS1090  STATE/COUNTY-  NM/OTERO
 DS1090  USGS QUAD   -  THREE RIVERS (1981)
 DS1090
 DS1090                         *CURRENT SURVEY CONTROL
 DS1090  ___________________________________________________________________
 DS1090* NAD 83(1986)-  33 18 12.     (N)    106 04 25.     (W)     SCALED    
 DS1090* NAVD 88     -      1380.907  (meters)    4530.53   (feet)  ADJUSTED  
 DS1090  ___________________________________________________________________
 DS1090  GEOID HEIGHT-         -21.85  (meters)                     GEOID03
 DS1090  DYNAMIC HT  -        1378.908 (meters)    4523.97  (feet)  COMP
 DS1090  MODELED GRAV-     979,141.4   (mgal)                       NAVD 88
 DS1090  OBS GRAVITY -     979,139.8   (mgal)                       GRAV_OBS
 DS1090
 DS1090  VERT ORDER  -  FIRST     CLASS II
 DS1090
 DS1090.The horizontal coordinates were scaled from a topographic map and have
 DS1090.an estimated accuracy of +/- 6 seconds.
 DS1090
 DS1090.The orthometric height was determined by differential leveling
 DS1090.and adjusted by the National Geodetic Survey in June 1991..
 DS1090
 DS1090.The geoid height was determined by GEOID03.
 DS1090
 DS1090.The dynamic height is computed by dividing the NAVD 88
 DS1090.geopotential number by the normal gravity value computed on the
 DS1090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS1090.degrees latitude (g = 980.6199 gals.).
 DS1090
 DS1090.The modeled gravity was interpolated from observed gravity values.
 DS1090.The observed gravity was obtained from relative gravimeter ties
 DS1090.to the IGSN71 gravity network.
 DS1090
 DS1090;                    North         East    Units  Estimated Accuracy
 DS1090;SPC NM C     -   255,400.      516,430.      MT  (+/- 180 meters Scaled)
 DS1090
 DS1090                          SUPERSEDED SURVEY CONTROL
 DS1090
 DS1090.No superseded survey control is available for this station.
 DS1090
 DS1090_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDS000854(NAD 83)
 DS1090_MARKER: DB = BENCH MARK DISK
 DS1090_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DS1090_SP_SET: ABUTMENT
 DS1090_STAMPING: J 406 1980
 DS1090_MARK LOGO: NGS   
 DS1090_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DS1090
 DS1090  HISTORY     - Date     Condition        Report By
 DS1090  HISTORY     - 1980     MONUMENTED       NGS
 DS1090
 DS1090                          STATION DESCRIPTION
 DS1090
 DS1090'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 DS1090'26.4 KM (16.4 MI) NORTH FROM TULAROSA.
 DS1090'0.1 KM (0.05 MI) EAST ALONG HIGUERA AVENUE FROM THE POST OFFICE IN
 DS1090'TULAROSA, THENCE 26.3 KM (16.35 MI) NORTHERLY ALONG U.S. HIGHWAY 54,
 DS1090'0.2 KM (0.1 MI) SOUTH OF MILEPOST 96, IN THE EAST END OF THE NORTH
 DS1090'CONCRETE ABUTMENT OF BRIDGE NUMBER 95, 5.5 METERS (18.0 FT)
 DS1090'EAST-NORTHEAST OF OF THE CENTERLINE OF THE HIGHWAY AND 0.2 METER
 DS1090'(0.6 FT) SOUTH-SOUTHEAST OF THE NORTHWEST CORNER OF THE BRIDGE.
 DS1090'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0465 ***********************************************************************
 EP0465  DESIGNATION -  J 407
 EP0465  PID         -  EP0465
 EP0465  STATE/COUNTY-  NM/LINCOLN
 EP0465  USGS QUAD   -  ROUGH MOUNTAIN (1995)
 EP0465
 EP0465                         *CURRENT SURVEY CONTROL
 EP0465  ___________________________________________________________________
 EP0465* NAD 83(1986)-  34 07 56.     (N)    105 40 58.     (W)     SCALED    
 EP0465* NAVD 88     -      2051.586  (meters)    6730.91   (feet)  ADJUSTED  
 EP0465  ___________________________________________________________________
 EP0465  GEOID HEIGHT-         -20.04  (meters)                     GEOID03
 EP0465  DYNAMIC HT  -        2048.534 (meters)    6720.90  (feet)  COMP
 EP0465  MODELED GRAV-     979,074.1   (mgal)                       NAVD 88
 EP0465
 EP0465  VERT ORDER  -  FIRST     CLASS II
 EP0465
 EP0465.The horizontal coordinates were scaled from a topographic map and have
 EP0465.an estimated accuracy of +/- 6 seconds.
 EP0465
 EP0465.The orthometric height was determined by differential leveling
 EP0465.and adjusted by the National Geodetic Survey in June 1991..
 EP0465
 EP0465.The geoid height was determined by GEOID03.
 EP0465
 EP0465.The dynamic height is computed by dividing the NAVD 88
 EP0465.geopotential number by the normal gravity value computed on the
 EP0465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EP0465.degrees latitude (g = 980.6199 gals.).
 EP0465
 EP0465.The modeled gravity was interpolated from observed gravity values.
 EP0465
 EP0465;                    North         East    Units  Estimated Accuracy
 EP0465;SPC NM C     -   347,460.      552,320.      MT  (+/- 180 meters Scaled)
 EP0465
 EP0465                          SUPERSEDED SURVEY CONTROL
 EP0465
 EP0465.No superseded survey control is available for this station.
 EP0465
 EP0465_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDT370770(NAD 83)
 EP0465_MARKER: DB = BENCH MARK DISK
 EP0465_SETTING: 66 = SET IN ROCK OUTCROP
 EP0465_SP_SET: ROCK OUTCROP
 EP0465_STAMPING: J 407 1980
 EP0465_MARK LOGO: NGS   
 EP0465_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EP0465+STABILITY: POSITION/ELEVATION WELL
 EP0465
 EP0465  HISTORY     - Date     Condition        Report By
 EP0465  HISTORY     - 1980     MONUMENTED       NGS
 EP0465
 EP0465                          STATION DESCRIPTION
 EP0465
 EP0465'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 EP0465'17.3 KM (10.75 MI) SOUT FROM CORONA.
 EP0465'17.3 KM (10.75 MI) SOUTHERLY ALONG U.S. HIGHWAY 54 FROM THE POST
 EP0465'OFFICE IN CORONA, 0.6 KM (0.4 MI) NORTH-NORTHEAST OF MILEPOST 160
 EP0465'AND A SIDE ROAD LEADING SOUTHEAST TO THE EL PASO NATURAL GAS LINCOLN
 EP0465'COMPRESSOR STATION, AT THE SOUTHWEST END OF A 500 FT HIGHWAY CUT,
 EP0465'IN TOP OF A 3X5 FT EXPOSED AREA OF ROCK OUTCROP, 13.4 METERS (43.8 FT)
 EP0465'EAST-SOUTHEAST OF A FENCE AND 7.0 METERS (23.2 FT) WEST-NORTHWEST
 EP0465'OF THE CENTERLINE OF THE HIGHWAY.
 EP0465'THE MARK IS 0.4 METERS  NNE FROM A WITNESS POST.
 EP0465'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0438 ***********************************************************************
 EP0438  DESIGNATION -  J 408
 EP0438  PID         -  EP0438
 EP0438  STATE/COUNTY-  NM/TORRANCE
 EP0438  USGS QUAD   -  DURAN (1981)
 EP0438
 EP0438                         *CURRENT SURVEY CONTROL
 EP0438  ___________________________________________________________________
 EP0438* NAD 83(1986)-  34 22 35.     (N)    105 29 40.     (W)     SCALED    
 EP0438* NAVD 88     -      1961.929  (meters)    6436.76   (feet)  ADJUSTED  
 EP0438  ___________________________________________________________________
 EP0438  GEOID HEIGHT-         -20.23  (meters)                     GEOID03
 EP0438  DYNAMIC HT  -        1959.073 (meters)    6427.39  (feet)  COMP
 EP0438  MODELED GRAV-     979,109.4   (mgal)                       NAVD 88
 EP0438
 EP0438  VERT ORDER  -  FIRST     CLASS II
 EP0438
 EP0438.The horizontal coordinates were scaled from a topographic map and have
 EP0438.an estimated accuracy of +/- 6 seconds.
 EP0438
 EP0438.The orthometric height was determined by differential leveling
 EP0438.and adjusted by the National Geodetic Survey in June 1991..
 EP0438
 EP0438.The geoid height was determined by GEOID03.
 EP0438
 EP0438.The dynamic height is computed by dividing the NAVD 88
 EP0438.geopotential number by the normal gravity value computed on the
 EP0438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EP0438.degrees latitude (g = 980.6199 gals.).
 EP0438
 EP0438.The modeled gravity was interpolated from observed gravity values.
 EP0438
 EP0438;                    North         East    Units  Estimated Accuracy
 EP0438;SPC NM C     -   374,660.      569,490.      MT  (+/- 180 meters Scaled)
 EP0438
 EP0438                          SUPERSEDED SURVEY CONTROL
 EP0438
 EP0438.No superseded survey control is available for this station.
 EP0438
 EP0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDU545040(NAD 83)
 EP0438_MARKER: I = METAL ROD
 EP0438_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EP0438_SP_SET: STAINLESS STEEL ROD
 EP0438_STAMPING: J 408 1980
 EP0438_MARK LOGO: NGS   
 EP0438_PROJECTION: FLUSH
 EP0438_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EP0438_ROD/PIPE-DEPTH: 4.6  meters
 EP0438
 EP0438  HISTORY     - Date     Condition        Report By
 EP0438  HISTORY     - 1980     MONUMENTED       NGS
 EP0438
 EP0438                          STATION DESCRIPTION
 EP0438
 EP0438'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 EP0438'14.2 KM (8.8 MI) SW FROM DURAN.
 EP0438'14.2 KM (8.8 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 54 FROM THE POST
 EP0438'OFFICE IN DURAN, 0.3 KM (0.2 MI) SOUTHWEST OF MILEPOST 182, AT A
 EP0438'FIELD ENTRANCE ROAD, 26.0 METERS (85.4 FT) SOUTHEAST OF THE CENTERLINE
 EP0438'OF THE HIGHWAY AND 6.2 METERS (20.2 FT) SOUTHWEST OF THE CENTER OF
 EP0438'THE FIELD ENTRANCE ROAD.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH
 EP0438'A 5-INCH LOGO CAP.
 EP0438'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 EP0438'THE MARK IS 0.2 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0630 ***********************************************************************
 EQ0630  DESIGNATION -  J 409
 EQ0630  PID         -  EQ0630
 EQ0630  STATE/COUNTY-  NM/TORRANCE
 EQ0630  USGS QUAD   -  PUNTA DE AGUA (1986)
 EQ0630
 EQ0630                         *CURRENT SURVEY CONTROL
 EQ0630  ___________________________________________________________________
 EQ0630* NAD 83(1986)-  34 30 34.     (N)    106 15 42.     (W)     SCALED    
 EQ0630* NAVD 88     -      1980.030  (meters)    6496.15   (feet)  ADJUSTED  
 EQ0630  ___________________________________________________________________
 EQ0630  GEOID HEIGHT-         -19.95  (meters)                     GEOID03
 EQ0630  DYNAMIC HT  -        1977.144 (meters)    6486.68  (feet)  COMP
 EQ0630  MODELED GRAV-     979,106.5   (mgal)                       NAVD 88
 EQ0630
 EQ0630  VERT ORDER  -  FIRST     CLASS II
 EQ0630
 EQ0630.The horizontal coordinates were scaled from a topographic map and have
 EQ0630.an estimated accuracy of +/- 6 seconds.
 EQ0630
 EQ0630.The orthometric height was determined by differential leveling
 EQ0630.and adjusted by the National Geodetic Survey in June 1991..
 EQ0630
 EQ0630.The geoid height was determined by GEOID03.
 EQ0630
 EQ0630.The dynamic height is computed by dividing the NAVD 88
 EQ0630.geopotential number by the normal gravity value computed on the
 EQ0630.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0630.degrees latitude (g = 980.6199 gals.).
 EQ0630
 EQ0630.The modeled gravity was interpolated from observed gravity values.
 EQ0630
 EQ0630;                    North         East    Units  Estimated Accuracy
 EQ0630;SPC NM C     -   389,160.      498,930.      MT  (+/- 180 meters Scaled)
 EQ0630
 EQ0630                          SUPERSEDED SURVEY CONTROL
 EQ0630
 EQ0630.No superseded survey control is available for this station.
 EQ0630
 EQ0630_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU841193(NAD 83)
 EQ0630_MARKER: I = METAL ROD
 EQ0630_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EQ0630_SP_SET: STAINLESS STEEL ROD
 EQ0630_STAMPING: J 409 1981
 EQ0630_MARK LOGO: NGS   
 EQ0630_PROJECTION: FLUSH
 EQ0630_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EQ0630_ROD/PIPE-DEPTH: 3.4  meters
 EQ0630
 EQ0630  HISTORY     - Date     Condition        Report By
 EQ0630  HISTORY     - 1981     MONUMENTED       NGS
 EQ0630
 EQ0630                          STATION DESCRIPTION
 EQ0630
 EQ0630'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 EQ0630'1.8 KM (1.1 MI) WEST FROM MOUNTAINAIR.
 EQ0630'1.8 KM (1.1 MI) WESTERLY ALONG U.S. HIGHWAY 60 FROM THE POST OFFICE
 EQ0630'IN MOUNTAINAIR, 0.2 KM (0.1 MI) NORTHEAST OF A GRAVELED ROAD, 21.5
 EQ0630'METERS (70.6 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY.  NOTE=
 EQ0630'ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 EQ0630'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST AND FENCE
 EQ0630'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0430 ***********************************************************************
 EQ0430  DESIGNATION -  J 41
 EQ0430  PID         -  EQ0430
 EQ0430  STATE/COUNTY-  NM/SOCORRO
 EQ0430  USGS QUAD   -  ARROWHEAD WELL (1995)
 EQ0430
 EQ0430                         *CURRENT SURVEY CONTROL
 EQ0430  ___________________________________________________________________
 EQ0430* NAD 83(1986)-  34 03 48.     (N)    107 33 22.     (W)     SCALED    
 EQ0430* NAVD 88     -      2139.460  (meters)    7019.21   (feet)  ADJUSTED  
 EQ0430  ___________________________________________________________________
 EQ0430  GEOID HEIGHT-         -21.62  (meters)                     GEOID03
 EQ0430  DYNAMIC HT  -        2136.117 (meters)    7008.24  (feet)  COMP
 EQ0430  MODELED GRAV-     978,997.0   (mgal)                       NAVD 88
 EQ0430
 EQ0430  VERT ORDER  -  FIRST     CLASS I
 EQ0430
 EQ0430.The horizontal coordinates were scaled from a topographic map and have
 EQ0430.an estimated accuracy of +/- 6 seconds.
 EQ0430
 EQ0430.The orthometric height was determined by differential leveling
 EQ0430.and adjusted by the National Geodetic Survey in June 1991..
 EQ0430
 EQ0430.The geoid height was determined by GEOID03.
 EQ0430
 EQ0430.The dynamic height is computed by dividing the NAVD 88
 EQ0430.geopotential number by the normal gravity value computed on the
 EQ0430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0430.degrees latitude (g = 980.6199 gals.).
 EQ0430
 EQ0430.The modeled gravity was interpolated from observed gravity values.
 EQ0430
 EQ0430;                    North         East    Units  Estimated Accuracy
 EQ0430;SPC NM C     -   340,450.      379,430.      MT  (+/- 180 meters Scaled)
 EQ0430
 EQ0430                          SUPERSEDED SURVEY CONTROL
 EQ0430
 EQ0430  NGVD 29 (??/??/92) 2138.504  (m)         7016.08   (f) ADJ UNCH    1 1
 EQ0430
 EQ0430.Superseded values are not recommended for survey control.
 EQ0430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0430.See file dsdata.txt to determine how the superseded data were derived.
 EQ0430
 EQ0430_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBT640721(NAD 83)
 EQ0430_MARKER: DB = BENCH MARK DISK
 EQ0430_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EQ0430_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EQ0430_STAMPING: J-41 1934
 EQ0430_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EQ0430+STABILITY: SURFACE MOTION
 EQ0430
 EQ0430  HISTORY     - Date     Condition        Report By
 EQ0430  HISTORY     - 1934     MONUMENTED       CGS
 EQ0430  HISTORY     - 1978     GOOD             NGS
 EQ0430
 EQ0430                          STATION DESCRIPTION
 EQ0430
 EQ0430'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EQ0430'17.5 MI E FROM DATIL.
 EQ0430'FROM POST OFFICE, 19.3 MI WEST OF MAGDALENA POST OFFICE.  ON US HWY
 EQ0430'NO. 60, AT A SMALL DIP IN THE HWY, 69 FEET SOUTH OF THE CENTER LINE OF
 EQ0430'THE HWY, IN THE LINE OF TELEPHONE POLES.
 EQ0430
 EQ0430                          STATION RECOVERY (1978)
 EQ0430
 EQ0430'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EQ0430'ABOUT 11.6 MILES WEST ALONG U.S. HIGHWAY 60 FROM THE POST OFFICE IN
 EQ0430'MAGDALENA, THENCE 0.75 MILE SOUTHWEST ALONG STATE HIGHWAY 52, AND
 EQ0430'THENCE 5.65 MILES WEST ALONG A GRAVEL ROAD. 0.05 MILE WEST OF A
 EQ0430'SMALL DIP IN THE ROAD, SET IN LINE WITH THE NORTHERLY POWER POLES,
 EQ0430'69 FEET SOUTH OF THE CENTERLINE OF THE ROAD.  POST IS PAINTED WHITE
 EQ0430'FOR BETTER SIGHTING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0650 ***********************************************************************
 CW0650  DESIGNATION -  J 410
 CW0650  PID         -  CW0650
 CW0650  STATE/COUNTY-  NM/OTERO
 CW0650  USGS QUAD   -  ALAMOGORDO SOUTH (1981)
 CW0650
 CW0650                         *CURRENT SURVEY CONTROL
 CW0650  ___________________________________________________________________
 CW0650* NAD 83(1986)-  32 52 26.     (N)    105 57 44.     (W)     SCALED    
 CW0650* NAVD 88     -      1320.572  (meters)    4332.58   (feet)  ADJUSTED  
 CW0650  ___________________________________________________________________
 CW0650  GEOID HEIGHT-         -22.05  (meters)                     GEOID03
 CW0650  DYNAMIC HT  -        1318.614 (meters)    4326.15  (feet)  COMP
 CW0650  MODELED GRAV-     979,109.7   (mgal)                       NAVD 88
 CW0650  OBS GRAVITY -     979,108.0   (mgal)                       GRAV_OBS
 CW0650
 CW0650  VERT ORDER  -  FIRST     CLASS II
 CW0650
 CW0650.The horizontal coordinates were scaled from a topographic map and have
 CW0650.an estimated accuracy of +/- 6 seconds.
 CW0650
 CW0650.The orthometric height was determined by differential leveling
 CW0650.and adjusted by the National Geodetic Survey in June 1991..
 CW0650
 CW0650.The geoid height was determined by GEOID03.
 CW0650
 CW0650.The dynamic height is computed by dividing the NAVD 88
 CW0650.geopotential number by the normal gravity value computed on the
 CW0650.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0650.degrees latitude (g = 980.6199 gals.).
 CW0650
 CW0650.The modeled gravity was interpolated from observed gravity values.
 CW0650.The observed gravity was obtained from relative gravimeter ties
 CW0650.to the IGSN71 gravity network.
 CW0650
 CW0650;                    North         East    Units  Estimated Accuracy
 CW0650;SPC NM C     -   207,800.      526,930.      MT  (+/- 180 meters Scaled)
 CW0650
 CW0650                          SUPERSEDED SURVEY CONTROL
 CW0650
 CW0650.No superseded survey control is available for this station.
 CW0650
 CW0650_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDS099377(NAD 83)
 CW0650_MARKER: DB = BENCH MARK DISK
 CW0650_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CW0650_SP_SET: ABUTMENT
 CW0650_STAMPING: J 410 1980
 CW0650_MARK LOGO: NGS   
 CW0650_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CW0650+STABILITY: POSITION/ELEVATION WELL
 CW0650
 CW0650  HISTORY     - Date     Condition        Report By
 CW0650  HISTORY     - 1980     MONUMENTED       NGS
 CW0650  HISTORY     - 20050704 MARK NOT FOUND   USPSQD
 CW0650
 CW0650                          STATION DESCRIPTION
 CW0650
 CW0650'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CW0650'2.7 KM (1.7 MI) SOUTH FROM ALAMOGORDO.
 CW0650'2.7 KM (1.7 MI) SOUTHERLY ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 CW0650'THE STATION IN ALAMOGORDO, AT THE JUNCTION OF THE RAILROAD
 CW0650'AND U.S. HIGHWAY 54, IN TOP OF THE EAST END OF THE NORTH
 CW0650'ABUTMENT OF THE HIGHWAY OVERPASS, 8.1 METERS (26.5 FT) NORTHWEST
 CW0650'OF THE CENTERLINE OF THE SOUTH BOUND LANES OF THE HIGHWAY AND 0.6
 CW0650'METERS (1.9 FT) SOUTHWEST OF THE NORTHEAST END OF THE OVERPASS.
 CW0650'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 CW0650
 CW0650                          STATION RECOVERY (2005)
 CW0650
 CW0650'RECOVERY NOTE BY US POWER SQUADRON 2005 (BJK)
 CW0650'THIS APPEARS TO BE A NEW BRIDGE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1317 ***********************************************************************
 CX1317  DESIGNATION -  J 411
 CX1317  PID         -  CX1317
 CX1317  STATE/COUNTY-  NM/OTERO
 CX1317  USGS QUAD   -  NEWMAN (1955)
 CX1317
 CX1317                         *CURRENT SURVEY CONTROL
 CX1317  ___________________________________________________________________
 CX1317* NAD 83(1986)-  32 06 31.     (N)    106 15 19.     (W)     SCALED    
 CX1317* NAVD 88     -      1250.069  (meters)    4101.27   (feet)  ADJUSTED  
 CX1317  ___________________________________________________________________
 CX1317  GEOID HEIGHT-         -23.64  (meters)                     GEOID03
 CX1317  DYNAMIC HT  -        1248.192 (meters)    4095.11  (feet)  COMP
 CX1317  MODELED GRAV-     979,094.6   (mgal)                       NAVD 88
 CX1317
 CX1317  VERT ORDER  -  FIRST     CLASS II
 CX1317
 CX1317.The horizontal coordinates were scaled from a topographic map and have
 CX1317.an estimated accuracy of +/- 6 seconds.
 CX1317
 CX1317.The orthometric height was determined by differential leveling
 CX1317.and adjusted by the National Geodetic Survey in June 1991..
 CX1317
 CX1317.The geoid height was determined by GEOID03.
 CX1317
 CX1317.The dynamic height is computed by dividing the NAVD 88
 CX1317.geopotential number by the normal gravity value computed on the
 CX1317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX1317.degrees latitude (g = 980.6199 gals.).
 CX1317
 CX1317.The modeled gravity was interpolated from observed gravity values.
 CX1317
 CX1317;                    North         East    Units  Estimated Accuracy
 CX1317;SPC NM C     -   122,910.      499,500.      MT  (+/- 180 meters Scaled)
 CX1317
 CX1317                          SUPERSEDED SURVEY CONTROL
 CX1317
 CX1317.No superseded survey control is available for this station.
 CX1317
 CX1317_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR815531(NAD 83)
 CX1317_MARKER: I = METAL ROD
 CX1317_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 CX1317_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 CX1317_STAMPING: J 411 1981
 CX1317_MARK LOGO: NGS   
 CX1317_PROJECTION: FLUSH
 CX1317_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CX1317+STABILITY: POSITION/ELEVATION WELL
 CX1317_ROD/PIPE-DEPTH: 9.1  meters
 CX1317_SLEEVE-DEPTH  : 8.5 meters
 CX1317
 CX1317  HISTORY     - Date     Condition        Report By
 CX1317  HISTORY     - 1981     MONUMENTED       NGS
 CX1317
 CX1317                          STATION DESCRIPTION
 CX1317
 CX1317'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CX1317'12.9 KM (8.0 MI) NE FROM NEWMAN.
 CX1317'12.9 KM (8.0 MI) NORTHEAST ALONG U.S. HIGHWAYS 54 FROM THE
 CX1317'TEXAS-NEW MEXICO STATE LINE IN NEWMAN, 0.6 KM (0.4 MI) NORTHEAST
 CX1317'OF MILE POST 8, 59.6 (195.5 FT) SOUTHEAST OF THE CENTERLINE OF THE
 CX1317'HIGHWAY, 20.7 METERS (67.9 FT) NORTH-NORTHWEST OF RAILROAD SIGNAL
 CX1317'NUMBER 1324.3, 17.0 METERS (56.0 FT) NORTHWEST OF THE NEAR RAIL
 CX1317'OF THE SOUTHERN PACIFIC RAILROAD AND 1.6 METERS (8.2 FT) SOUTHWEST
 CX1317'OF A UTILITY POLE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A
 CX1317'5-INCH LOGO CAP.
 CX1317'THE MARK IS 0.4 METERS  E FROM A WITNESS POST.
 CX1317'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1339 ***********************************************************************
 CX1339  DESIGNATION -  J 412
 CX1339  PID         -  CX1339
 CX1339  STATE/COUNTY-  NM/DONA ANA
 CX1339  USGS QUAD   -  LAS CRUCES (1978)
 CX1339
 CX1339                         *CURRENT SURVEY CONTROL
 CX1339  ___________________________________________________________________
 CX1339* NAD 83(1986)-  32 18 52.     (N)    106 47 24.     (W)     SCALED    
 CX1339* NAVD 88     -      1187.266  (meters)    3895.22   (feet)  ADJUSTED  
 CX1339  ___________________________________________________________________
 CX1339  GEOID HEIGHT-         -23.95  (meters)                     GEOID03
 CX1339  DYNAMIC HT  -        1185.506 (meters)    3889.45  (feet)  COMP
 CX1339  MODELED GRAV-     979,116.3   (mgal)                       NAVD 88
 CX1339
 CX1339  VERT ORDER  -  FIRST     CLASS II
 CX1339
 CX1339.The horizontal coordinates were scaled from a topographic map and have
 CX1339.an estimated accuracy of +/- 6 seconds.
 CX1339
 CX1339.The orthometric height was determined by differential leveling
 CX1339.and adjusted by the National Geodetic Survey in June 1991..
 CX1339
 CX1339.The geoid height was determined by GEOID03.
 CX1339
 CX1339.The dynamic height is computed by dividing the NAVD 88
 CX1339.geopotential number by the normal gravity value computed on the
 CX1339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX1339.degrees latitude (g = 980.6199 gals.).
 CX1339
 CX1339.The modeled gravity was interpolated from observed gravity values.
 CX1339
 CX1339;                    North         East    Units  Estimated Accuracy
 CX1339;SPC NM C     -   145,860.      449,150.      MT  (+/- 180 meters Scaled)
 CX1339
 CX1339                          SUPERSEDED SURVEY CONTROL
 CX1339
 CX1339.No superseded survey control is available for this station.
 CX1339
 CX1339_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR314766(NAD 83)
 CX1339_MARKER: I = METAL ROD
 CX1339_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CX1339_SP_SET: STAINLESS STEEL ROD
 CX1339_STAMPING: J 412 1981
 CX1339_MARK LOGO: NGS   
 CX1339_PROJECTION: FLUSH
 CX1339_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CX1339_ROD/PIPE-DEPTH: 18.3 meters
 CX1339
 CX1339  HISTORY     - Date     Condition        Report By
 CX1339  HISTORY     - 1981     MONUMENTED       NGS
 CX1339  HISTORY     - 19961228 GOOD             USPSQD
 CX1339
 CX1339                          STATION DESCRIPTION
 CX1339
 CX1339'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CX1339'IN LAS CRUCES.
 CX1339'IN LAS CRUCES, AT THE INTERSECTION OF PICACHO AND THE ATCHISON,
 CX1339'TOPEKA AND SANTA FE RAILROAD, ACROSS PICACHO AVENUE FROM THE CHAMBER
 CX1339'OF COMMERCE BUILDING, IN THE NORTHWEST CORNER OF THE LIONS PARK,
 CX1339'23.2 METERS (76.0 FT) SOUTHEAST OF THE CENTERLINE OF THE EAST
 CX1339'BOUND LANES OF THE AVENUE, 10.1 METERS (33.0 FT) NORTHEAST OF THE
 CX1339'NEAR RAIL AND 0.9 KM (3.0 FT) SOUTHEAST OF A UTILITY POLE.  NOTE=
 CX1339'ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CX1339'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 CX1339'THE MARK IS 0.9 M BELOW THE TRACKS.
 CX1339
 CX1339                          STATION RECOVERY (1996)
 CX1339
 CX1339'RECOVERY NOTE BY US POWER SQUADRON 1996
 CX1339'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1345 ***********************************************************************
 CX1345  DESIGNATION -  J 413
 CX1345  PID         -  CX1345
 CX1345  STATE/COUNTY-  NM/DONA ANA
 CX1345  USGS QUAD   -  PICACHO MOUNTAIN (1994)
 CX1345
 CX1345                         *CURRENT SURVEY CONTROL
 CX1345  ___________________________________________________________________
 CX1345* NAD 83(1986)-  32 16 23.     (N)    106 54 58.     (W)     SCALED    
 CX1345* NAVD 88     -      1345.467  (meters)    4414.25   (feet)  ADJUSTED  
 CX1345  ___________________________________________________________________
 CX1345  GEOID HEIGHT-         -24.08  (meters)                     GEOID03
 CX1345  DYNAMIC HT  -        1343.433 (meters)    4407.58  (feet)  COMP
 CX1345  MODELED GRAV-     979,080.2   (mgal)                       NAVD 88
 CX1345
 CX1345  VERT ORDER  -  FIRST     CLASS II
 CX1345
 CX1345.This mark is at Las Cruces Airport (LRU)
 CX1345
 CX1345.The horizontal coordinates were scaled from a topographic map and have
 CX1345.an estimated accuracy of +/- 6 seconds.
 CX1345
 CX1345.The orthometric height was determined by differential leveling
 CX1345.and adjusted by the National Geodetic Survey in June 1991..
 CX1345
 CX1345.The geoid height was determined by GEOID03.
 CX1345
 CX1345.The dynamic height is computed by dividing the NAVD 88
 CX1345.geopotential number by the normal gravity value computed on the
 CX1345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX1345.degrees latitude (g = 980.6199 gals.).
 CX1345
 CX1345.The modeled gravity was interpolated from observed gravity values.
 CX1345
 CX1345;                    North         East    Units  Estimated Accuracy
 CX1345;SPC NM C     -   141,340.      437,250.      MT  (+/- 180 meters Scaled)
 CX1345
 CX1345                          SUPERSEDED SURVEY CONTROL
 CX1345
 CX1345.No superseded survey control is available for this station.
 CX1345
 CX1345_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR195723(NAD 83)
 CX1345_MARKER: I = METAL ROD
 CX1345_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CX1345+WITH SETTING: INFORMATION.
 CX1345_SP_SET: SHALLOW SET METAL ROD
 CX1345_STAMPING: J 413 1981
 CX1345_MARK LOGO: NGS   
 CX1345_PROJECTION: FLUSH
 CX1345_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CX1345_ROD/PIPE-DEPTH: 1.2  meters
 CX1345
 CX1345  HISTORY     - Date     Condition        Report By
 CX1345  HISTORY     - 1981     MONUMENTED       NGS
 CX1345
 CX1345                          STATION DESCRIPTION
 CX1345
 CX1345'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CX1345'13.7 KM (8.55 MI) SW FROM LAS CRUCES.
 CX1345'0.7 KM (0.45 MI) NORTHWEST ALONG THE ATCHISON TOPEKA AND SANTA FE
 CX1345'RAILROAD FROM THE RAILROAD STATION IN LAS CRUCES, THENCE 9.3 KM
 CX1345'(5.8 MI) SOUTHWEST ALONG U. S. HIGHWAY 70 (PICACHO AVENUE), THENCE
 CX1345'3.7 KM (2.3 MI) SOUTHWEST ALONG THE FRONTAGE ROAD (0LD U. S. HIGHWAY
 CX1345'70), AT THE JUNCTION OF A PAVED ROAD LEADING NORTHWEST TO THE LAS
 CX1345'CRUCES CRAWFORD MUNICIPAL AIRPORT, 21.7 METERS (71.2 FT) NORTH OF
 CX1345'THE CENTERLINE OF THE ROAD, 9.8 METERS (32.0 FT) SOUTHWEST OF THE
 CX1345'CENTERLINE OF THE AIRPORT ROAD, 6.6 METERS (21.7 FT) WEST OF THE
 CX1345'SOUTHWEST CORNER OF A CATTLE GUARD AND 0.5 METER (1.5 FT) SOUTH
 CX1345'OF A FENCE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 CX1345'LOGO CAP.
 CX1345'THE MARK IS 0.5 METERS  S FROM A WITNESS POST.
 CX1345'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0673 ***********************************************************************
 CW0673  DESIGNATION -  J 414
 CW0673  PID         -  CW0673
 CW0673  STATE/COUNTY-  NM/EDDY
 CW0673  USGS QUAD   -  RED BLUFF (1985)
 CW0673
 CW0673                         *CURRENT SURVEY CONTROL
 CW0673  ___________________________________________________________________
 CW0673* NAD 83(1986)-  32 06 34.     (N)    104 04 24.     (W)     SCALED    
 CW0673* NAVD 88     -       901.817  (meters)    2958.71   (feet)  ADJUSTED  
 CW0673  ___________________________________________________________________
 CW0673  GEOID HEIGHT-         -25.40  (meters)                     GEOID03
 CW0673  DYNAMIC HT  -         900.499 (meters)    2954.39  (feet)  COMP
 CW0673  MODELED GRAV-     979,148.3   (mgal)                       NAVD 88
 CW0673
 CW0673  VERT ORDER  -  FIRST     CLASS II
 CW0673
 CW0673.The horizontal coordinates were scaled from a topographic map and have
 CW0673.an estimated accuracy of +/- 6 seconds.
 CW0673
 CW0673.The orthometric height was determined by differential leveling
 CW0673.and adjusted by the National Geodetic Survey in June 1991..
 CW0673
 CW0673.The geoid height was determined by GEOID03.
 CW0673
 CW0673.The dynamic height is computed by dividing the NAVD 88
 CW0673.geopotential number by the normal gravity value computed on the
 CW0673.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0673.degrees latitude (g = 980.6199 gals.).
 CW0673
 CW0673.The modeled gravity was interpolated from observed gravity values.
 CW0673
 CW0673;                    North         East    Units  Estimated Accuracy
 CW0673;SPC NM E     -   123,030.      189,540.      MT  (+/- 180 meters Scaled)
 CW0673
 CW0673                          SUPERSEDED SURVEY CONTROL
 CW0673
 CW0673.No superseded survey control is available for this station.
 CW0673
 CW0673_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SER874529(NAD 83)
 CW0673_MARKER: DB = BENCH MARK DISK
 CW0673_SETTING: 66 = SET IN ROCK OUTCROP
 CW0673_SP_SET: ROCK OUTCROP
 CW0673_STAMPING: J 414 1981
 CW0673_MARK LOGO: NGS   
 CW0673_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CW0673+STABILITY: POSITION/ELEVATION WELL
 CW0673
 CW0673  HISTORY     - Date     Condition        Report By
 CW0673  HISTORY     - 1981     MONUMENTED       NGS
 CW0673
 CW0673                          STATION DESCRIPTION
 CW0673
 CW0673'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CW0673'13.0 KM (8.05 MI) SOUTH FROM MALAGA.
 CW0673'13.0 KM (8.05 MI) SOUTHERLY ALONG U.S. HIGHWAY 285 FROM THE POST
 CW0673'OFFICE IN MALAGA, 0.3 KM (0.2 MI) NORTH OF MILE POST 8, 0.2 KM
 CW0673'(0.15 MI) NORTH OF A GRAVELED ROAD LEADING WEST, IN THE TOP CENTER
 CW0673'OF AN 8X12 FOOT EXPOSED AREA OF BEDROCK, 26.6 METERS (87.2 FT) WEST
 CW0673'OF THE CENTERLINE OF THE HIGHWAY, AND 3.3 METERS (10.8 FT) EAST OF
 CW0673'A FENCE.
 CW0673'THE MARK IS 0.3 METERS  SSW FROM A WITNESS POST.
 CW0673'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0697 ***********************************************************************
 CW0697  DESIGNATION -  J 415
 CW0697  PID         -  CW0697
 CW0697  STATE/COUNTY-  NM/EDDY
 CW0697  USGS QUAD   -  CARLSBAD WEST   C (1985)
 CW0697
 CW0697                         *CURRENT SURVEY CONTROL
 CW0697  ___________________________________________________________________
 CW0697* NAD 83(1986)-  32 28 57.     (N)    104 18 46.     (W)     SCALED    
 CW0697* NAVD 88     -      1004.997  (meters)    3297.23   (feet)  ADJUSTED  
 CW0697  ___________________________________________________________________
 CW0697  GEOID HEIGHT-         -23.88  (meters)                     GEOID03
 CW0697  DYNAMIC HT  -        1003.574 (meters)    3292.56  (feet)  COMP
 CW0697  MODELED GRAV-     979,188.5   (mgal)                       NAVD 88
 CW0697
 CW0697  VERT ORDER  -  FIRST     CLASS II
 CW0697
 CW0697.The horizontal coordinates were scaled from a topographic map and have
 CW0697.an estimated accuracy of +/- 6 seconds.
 CW0697
 CW0697.The orthometric height was determined by differential leveling
 CW0697.and adjusted by the National Geodetic Survey in June 1991..
 CW0697
 CW0697.The geoid height was determined by GEOID03.
 CW0697
 CW0697.The dynamic height is computed by dividing the NAVD 88
 CW0697.geopotential number by the normal gravity value computed on the
 CW0697.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0697.degrees latitude (g = 980.6199 gals.).
 CW0697
 CW0697.The modeled gravity was interpolated from observed gravity values.
 CW0697
 CW0697;                    North         East    Units  Estimated Accuracy
 CW0697;SPC NM E     -   164,370.      166,930.      MT  (+/- 180 meters Scaled)
 CW0697
 CW0697                          SUPERSEDED SURVEY CONTROL
 CW0697
 CW0697.No superseded survey control is available for this station.
 CW0697
 CW0697_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SER645941(NAD 83)
 CW0697_MARKER: DB = BENCH MARK DISK
 CW0697_SETTING: 66 = SET IN ROCK OUTCROP
 CW0697_SP_SET: ROCK OUTCROP
 CW0697_STAMPING: J 415 1982
 CW0697_MARK LOGO: NGS   
 CW0697_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CW0697+STABILITY: POSITION/ELEVATION WELL
 CW0697
 CW0697  HISTORY     - Date     Condition        Report By
 CW0697  HISTORY     - 1982     MONUMENTED       NGS
 CW0697
 CW0697                          STATION DESCRIPTION
 CW0697
 CW0697'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CW0697'12.2 KM (7.6 MI) NW FROM CARLSBAD.
 CW0697'12.2 KM (7.6 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 285 FROM ITS
 CW0697'JUNCTION WITH U.S. HIGHWAY 180 AND 62 IN CARLSBAD, 0.2 KM (0.1 MI)
 CW0697'SOUTHEAST OF MILEPOST 41, IN A 3 BY 9 FT EXPOSED AREA OF OUTCROPPING
 CW0697'BEDROCK, 29.4 METERS (96.5 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 CW0697'28.3 METERS (92.8 FT) WEST OF THE CENTER OF A DIRT ROAD LEADING SOUTH
 CW0697'AND 8.9 METERS (29.2 FT) NORTH OF A FENCE.
 CW0697'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 CW0697'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0750 ***********************************************************************
 DR0750  DESIGNATION -  J 416
 DR0750  PID         -  DR0750
 DR0750  STATE/COUNTY-  NM/CHAVES
 DR0750  USGS QUAD   -  HAGERMAN (1975)
 DR0750
 DR0750                         *CURRENT SURVEY CONTROL
 DR0750  ___________________________________________________________________
 DR0750* NAD 83(1986)-  33 06 49.     (N)    104 19 40.     (W)     SCALED    
 DR0750* NAVD 88     -      1042.266  (meters)    3419.50   (feet)  ADJUSTED  
 DR0750  ___________________________________________________________________
 DR0750  GEOID HEIGHT-         -23.14  (meters)                     GEOID03
 DR0750  DYNAMIC HT  -        1040.845 (meters)    3414.84  (feet)  COMP
 DR0750  MODELED GRAV-     979,237.9   (mgal)                       NAVD 88
 DR0750
 DR0750  VERT ORDER  -  FIRST     CLASS II
 DR0750
 DR0750.The horizontal coordinates were scaled from a topographic map and have
 DR0750.an estimated accuracy of +/- 6 seconds.
 DR0750
 DR0750.The orthometric height was determined by differential leveling
 DR0750.and adjusted by the National Geodetic Survey in June 1991..
 DR0750
 DR0750.The geoid height was determined by GEOID03.
 DR0750
 DR0750.The dynamic height is computed by dividing the NAVD 88
 DR0750.geopotential number by the normal gravity value computed on the
 DR0750.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0750.degrees latitude (g = 980.6199 gals.).
 DR0750
 DR0750.The modeled gravity was interpolated from observed gravity values.
 DR0750
 DR0750;                    North         East    Units  Estimated Accuracy
 DR0750;SPC NM E     -   234,350.      165,520.      MT  (+/- 180 meters Scaled)
 DR0750
 DR0750                          SUPERSEDED SURVEY CONTROL
 DR0750
 DR0750.No superseded survey control is available for this station.
 DR0750
 DR0750_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES627640(NAD 83)
 DR0750_MARKER: I = METAL ROD
 DR0750_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DR0750_SP_SET: STAINLESS STEEL ROD
 DR0750_STAMPING: J 416 1982
 DR0750_MARK LOGO: NGS   
 DR0750_PROJECTION: FLUSH
 DR0750_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR0750_ROD/PIPE-DEPTH: 12.2 meters
 DR0750
 DR0750  HISTORY     - Date     Condition        Report By
 DR0750  HISTORY     - 1982     MONUMENTED       NGS
 DR0750
 DR0750                          STATION DESCRIPTION
 DR0750
 DR0750'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 DR0750'IN HAGERMAN.
 DR0750'IN HAGERMAN, IN THE SOUTHWEST ANGLE OF THE INTERSECTION OF OXFORD
 DR0750'STREET AND ARGYLE STREET, 32.5 METERS (106.6 FT) SOUTH OF THE
 DR0750'CENTERLINE OF ARGYLE STREET, 15.4 METERS (50.5 FT) WEST OF THE CENTER
 DR0750'OF OXFORD STREET, 8.7 METERS (28.5 FT) EAST OF THE NEAR RAIL OF THE
 DR0750'SANTA FE RAILROAD AND 1.5 METERS (4.9 FT) NORTH OF A UTILITY POLE.
 DR0750'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 DR0750'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 DR0750'THE MARK IS 0.3 M ABOVE THE STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0619 ***********************************************************************
 CW0619  DESIGNATION -  J 417
 CW0619  PID         -  CW0619
 CW0619  STATE/COUNTY-  NM/EDDY
 CW0619  USGS QUAD   -  ILLINOIS CAMP SE (1985)
 CW0619
 CW0619                         *CURRENT SURVEY CONTROL
 CW0619  ___________________________________________________________________
 CW0619* NAD 83(1986)-  32 31 26.     (N)    104 02 54.     (W)     SCALED    
 CW0619* NAVD 88     -      1011.780  (meters)    3319.48   (feet)  ADJUSTED  
 CW0619  ___________________________________________________________________
 CW0619  GEOID HEIGHT-         -24.00  (meters)                     GEOID03
 CW0619  DYNAMIC HT  -        1010.346 (meters)    3314.78  (feet)  COMP
 CW0619  MODELED GRAV-     979,186.8   (mgal)                       NAVD 88
 CW0619
 CW0619  VERT ORDER  -  FIRST     CLASS I
 CW0619
 CW0619.The horizontal coordinates were scaled from a topographic map and have
 CW0619.an estimated accuracy of +/- 6 seconds.
 CW0619
 CW0619.The orthometric height was determined by differential leveling
 CW0619.and adjusted by the National Geodetic Survey in June 1991..
 CW0619
 CW0619.The geoid height was determined by GEOID03.
 CW0619
 CW0619.The dynamic height is computed by dividing the NAVD 88
 CW0619.geopotential number by the normal gravity value computed on the
 CW0619.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0619.degrees latitude (g = 980.6199 gals.).
 CW0619
 CW0619.The modeled gravity was interpolated from observed gravity values.
 CW0619
 CW0619;                    North         East    Units  Estimated Accuracy
 CW0619;SPC NM E     -   168,990.      191,770.      MT  (+/- 180 meters Scaled)
 CW0619
 CW0619                          SUPERSEDED SURVEY CONTROL
 CW0619
 CW0619  NGVD 29 (??/??/92) 1011.297  (m)         3317.90   (f) ADJ UNCH    1 1
 CW0619
 CW0619.Superseded values are not recommended for survey control.
 CW0619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0619.See file dsdata.txt to determine how the superseded data were derived.
 CW0619
 CW0619_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SER893989(NAD 83)
 CW0619_MARKER: I = METAL ROD
 CW0619_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CW0619_SP_SET: STAINLESS STEEL ROD
 CW0619_STAMPING: J 417 1981
 CW0619_MARK LOGO: NGS   
 CW0619_PROJECTION: FLUSH
 CW0619_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CW0619_ROD/PIPE-DEPTH: 3.4  meters
 CW0619
 CW0619  HISTORY     - Date     Condition        Report By
 CW0619  HISTORY     - 1981     MONUMENTED       NGS
 CW0619
 CW0619                          STATION DESCRIPTION
 CW0619
 CW0619'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CW0619'20.3 KM (12.6 MI) NE FROM CARLSBAD.
 CW0619'20.3 KM (12.6 MI) NORTHEAST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE
 CW0619'EAST END OF THE BATAAN BRIDGE OVER THE PECOS RIVER IN CARLSBAD, 0.9 KM
 CW0619'(0.55 MI) WEST OF MILEPOST 49 AND 22.3 METERS (73.0 FT) NORTHWEST OF
 CW0619'THE CENTERLINE OF THE WEST BOUND LANES OF THE HIGHWAY. NOTE=REFUSAL
 CW0619'WAS REACHED AT 3.4 METERS (11.0 FT).  ACCESS TO THE DATUM POINT IS
 CW0619'THROUGH A 5-INCH LOGO CAP.
 CW0619'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST AND FENCE
 CW0619'THE MARK IS 1.2 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0645 ***********************************************************************
 DQ0645  DESIGNATION -  J 418
 DQ0645  PID         -  DQ0645
 DQ0645  STATE/COUNTY-  NM/ROOSEVELT
 DQ0645  USGS QUAD   -  BADGER LAKE (1979)
 DQ0645
 DQ0645                         *CURRENT SURVEY CONTROL
 DQ0645  ___________________________________________________________________
 DQ0645* NAD 83(1986)-  33 59 36.     (N)    103 36 12.     (W)     SCALED    
 DQ0645* NAVD 88     -      1337.348  (meters)    4387.62   (feet)  ADJUSTED  
 DQ0645  ___________________________________________________________________
 DQ0645  GEOID HEIGHT-         -22.75  (meters)                     GEOID03
 DQ0645  DYNAMIC HT  -        1335.564 (meters)    4381.76  (feet)  COMP
 DQ0645  MODELED GRAV-     979,255.0   (mgal)                       NAVD 88
 DQ0645
 DQ0645  VERT ORDER  -  FIRST     CLASS II
 DQ0645
 DQ0645.The horizontal coordinates were scaled from a topographic map and have
 DQ0645.an estimated accuracy of +/- 6 seconds.
 DQ0645
 DQ0645.The orthometric height was determined by differential leveling
 DQ0645.and adjusted by the National Geodetic Survey in June 1991..
 DQ0645
 DQ0645.The geoid height was determined by GEOID03.
 DQ0645
 DQ0645.The dynamic height is computed by dividing the NAVD 88
 DQ0645.geopotential number by the normal gravity value computed on the
 DQ0645.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0645.degrees latitude (g = 980.6199 gals.).
 DQ0645
 DQ0645.The modeled gravity was interpolated from observed gravity values.
 DQ0645
 DQ0645;                    North         East    Units  Estimated Accuracy
 DQ0645;SPC NM E     -   332,160.      232,440.      MT  (+/- 180 meters Scaled)
 DQ0645
 DQ0645                          SUPERSEDED SURVEY CONTROL
 DQ0645
 DQ0645.No superseded survey control is available for this station.
 DQ0645
 DQ0645_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFT289622(NAD 83)
 DQ0645_MARKER: I = METAL ROD
 DQ0645_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DQ0645_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 DQ0645_STAMPING: J 418 1982
 DQ0645_MARK LOGO: NGS   
 DQ0645_PROJECTION: FLUSH
 DQ0645_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DQ0645+STABILITY: POSITION/ELEVATION WELL
 DQ0645_ROD/PIPE-DEPTH: 9.4  meters
 DQ0645_SLEEVE-DEPTH  : 9.1 meters
 DQ0645
 DQ0645  HISTORY     - Date     Condition        Report By
 DQ0645  HISTORY     - 1982     MONUMENTED       NGS
 DQ0645
 DQ0645                          STATION DESCRIPTION
 DQ0645
 DQ0645'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 DQ0645'23.4 KM (14.55 MI) NE FROM KENNA.
 DQ0645'23.4 KM (14.55
 DQ0645'MI) NORTHEASTERLY ALONG U.S. HIGHWAY 70 FROM THE POST OFFICE IN
 DQ0645'KENNA, 0.3 KM (0.2 MI) NORTHEAST OF RAILROAD MILEPOST 38, 88.7 METERS
 DQ0645'(291.0 FT) WEST OF MILEPOST 404, 39.9 METERS (130.9 FT) SOUTHWEST OF
 DQ0645'THE CENTER OF A PRIVATE DRIVEWAY LEADING SOUTHWEST TO NUCKOLES RANCH,
 DQ0645'22.6 METERS (74.1 FT) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 22.3
 DQ0645'METERS (73.2 FT) SOUTHEAST OF THE NEAR RAIL OF THE SANTA FE RAILROAD
 DQ0645'AND 2.0 METERS (6.6 FT) WEST-SOUTHWEST OF A UTILITY POLE.  NOTE=ACCESS
 DQ0645'TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 DQ0645'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 DQ0645'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0737 ***********************************************************************
 CV0737  DESIGNATION -  J 419
 CV0737  PID         -  CV0737
 CV0737  STATE/COUNTY-  NM/LEA
 CV0737  USGS QUAD   -  LAGUNA GATUNA (1984)
 CV0737
 CV0737                         *CURRENT SURVEY CONTROL
 CV0737  ___________________________________________________________________
 CV0737* NAD 83(1986)-  32 34 35.     (N)    103 42 57.     (W)     SCALED    
 CV0737* NAVD 88     -      1073.164  (meters)    3520.87   (feet)  ADJUSTED  
 CV0737  ___________________________________________________________________
 CV0737  GEOID HEIGHT-         -23.25  (meters)                     GEOID03
 CV0737  DYNAMIC HT  -        1071.651 (meters)    3515.91  (feet)  COMP
 CV0737  MODELED GRAV-     979,192.5   (mgal)                       NAVD 88
 CV0737
 CV0737  VERT ORDER  -  FIRST     CLASS I
 CV0737
 CV0737.The horizontal coordinates were scaled from a topographic map and have
 CV0737.an estimated accuracy of +/- 6 seconds.
 CV0737
 CV0737.The orthometric height was determined by differential leveling
 CV0737.and adjusted by the National Geodetic Survey in June 1991..
 CV0737
 CV0737.The geoid height was determined by GEOID03.
 CV0737
 CV0737.The dynamic height is computed by dividing the NAVD 88
 CV0737.geopotential number by the normal gravity value computed on the
 CV0737.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0737.degrees latitude (g = 980.6199 gals.).
 CV0737
 CV0737.The modeled gravity was interpolated from observed gravity values.
 CV0737
 CV0737;                    North         East    Units  Estimated Accuracy
 CV0737;SPC NM E     -   174,950.      222,980.      MT  (+/- 180 meters Scaled)
 CV0737
 CV0737                          SUPERSEDED SURVEY CONTROL
 CV0737
 CV0737  NGVD 29 (??/??/92) 1072.685  (m)         3519.30   (f) ADJ UNCH    1 1
 CV0737
 CV0737.Superseded values are not recommended for survey control.
 CV0737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0737.See file dsdata.txt to determine how the superseded data were derived.
 CV0737
 CV0737_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFS205050(NAD 83)
 CV0737_MARKER: I = METAL ROD
 CV0737_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CV0737_SP_SET: STAINLESS STEEL ROD
 CV0737_STAMPING: J 419 1982
 CV0737_MARK LOGO: NGS   
 CV0737_PROJECTION: FLUSH
 CV0737_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CV0737_ROD/PIPE-DEPTH: 5.8  meters
 CV0737
 CV0737  HISTORY     - Date     Condition        Report By
 CV0737  HISTORY     - 1982     MONUMENTED       NGS
 CV0737
 CV0737                          STATION DESCRIPTION
 CV0737
 CV0737'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CV0737'54.2 KM (33.65 MI) NE FROM CARLSBAD.
 CV0737'50.0 KM (31.05 MI) NORTHEASTERLY ALONG U. S. HIGHWAY 62 AND 180 FROM
 CV0737'THE EAST END OF THE BATAAN BRIDGE OVER THE PECOS RIVER IN CARLSBAD,
 CV0737'THENCE 0.6 KM (0.35 MI) NORTHERLY ALONG A DIRT TRACK ROAD, THENCE 3.6
 CV0737'KM (2.25 MI) NORTHEASTERLY ALONG A DIRT TRACK ROAD, 43.0 METERS (141.1
 CV0737'FT) SOUTHEAST OF THE CENTER OF THE ROAD AND 13.1 METERS (43.0 FT) EAST
 CV0737'OF THE CENTER OF A GRAVELED ROAD.  NOTE=ACCESS TO THE DATUM POINT IS
 CV0737'THROUGH A 5-INCH LOGO CAP.
 CV0737'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 CV0737'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0190 ***********************************************************************
 DT0190  DESIGNATION -  J 42
 DT0190  PID         -  DT0190
 DT0190  STATE/COUNTY-  NM/CATRON
 DT0190  USGS QUAD   -  LUNA (1965)
 DT0190
 DT0190                         *CURRENT SURVEY CONTROL
 DT0190  ___________________________________________________________________
 DT0190* NAD 83(1986)-  33 48 50.     (N)    108 58 59.     (W)     SCALED    
 DT0190* NAVD 88     -      2171.073  (meters)    7122.93   (feet)  ADJUSTED  
 DT0190  ___________________________________________________________________
 DT0190  GEOID HEIGHT-         -22.43  (meters)                     GEOID03
 DT0190  DYNAMIC HT  -        2167.615 (meters)    7111.58  (feet)  COMP
 DT0190  MODELED GRAV-     978,965.7   (mgal)                       NAVD 88
 DT0190
 DT0190  VERT ORDER  -  FIRST     CLASS II
 DT0190
 DT0190.The horizontal coordinates were scaled from a topographic map and have
 DT0190.an estimated accuracy of +/- 6 seconds.
 DT0190
 DT0190.The orthometric height was determined by differential leveling
 DT0190.and adjusted by the National Geodetic Survey in June 1991..
 DT0190
 DT0190.The geoid height was determined by GEOID03.
 DT0190
 DT0190.The dynamic height is computed by dividing the NAVD 88
 DT0190.geopotential number by the normal gravity value computed on the
 DT0190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0190.degrees latitude (g = 980.6199 gals.).
 DT0190
 DT0190.The modeled gravity was interpolated from observed gravity values.
 DT0190
 DT0190;                    North         East    Units  Estimated Accuracy
 DT0190;SPC NM W     -   312,610.      723,560.      MT  (+/- 180 meters Scaled)
 DT0190
 DT0190                          SUPERSEDED SURVEY CONTROL
 DT0190
 DT0190  NGVD 29 (??/??/92) 2170.096  (m)         7119.72   (f) ADJ UNCH    1 2
 DT0190
 DT0190.Superseded values are not recommended for survey control.
 DT0190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0190.See file dsdata.txt to determine how the superseded data were derived.
 DT0190
 DT0190_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC866433(NAD 83)
 DT0190_MARKER: DB = BENCH MARK DISK
 DT0190_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DT0190_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DT0190_STAMPING: J 42 1934
 DT0190_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DT0190+STABILITY: SURFACE MOTION
 DT0190
 DT0190  HISTORY     - Date     Condition        Report By
 DT0190  HISTORY     - 1934     MONUMENTED       CGS
 DT0190  HISTORY     - 1980     MARK NOT FOUND   NGS
 DT0190
 DT0190                          STATION DESCRIPTION
 DT0190
 DT0190'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DT0190'1.5 MI W FROM LUNA.
 DT0190'ON STATE HWY. NO. 11, 1.9 MILES WEST OF LUNA SCHOOL HOUSE, ABOUT 24
 DT0190'FT. NORTH OF CENTER LINE OF HWY., 6 FT. SOUTH OF FENCE LINE.
 DT0190
 DT0190                          STATION RECOVERY (1980)
 DT0190
 DT0190'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DT0190'A THOROUGH SEARCH OF THE AREA REVEALED NO EVIDENCE OF THIS MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0504 ***********************************************************************
 EO0504  DESIGNATION -  J 421
 EO0504  PID         -  EO0504
 EO0504  STATE/COUNTY-  NM/ROOSEVELT
 EO0504  USGS QUAD   -  PORTALES (1985)
 EO0504
 EO0504                         *CURRENT SURVEY CONTROL
 EO0504  ___________________________________________________________________
 EO0504* NAD 83(1986)-  34 13 20.     (N)    103 17 28.     (W)     SCALED    
 EO0504* NAVD 88     -      1242.660  (meters)    4076.96   (feet)  ADJUSTED  
 EO0504  ___________________________________________________________________
 EO0504  GEOID HEIGHT-         -23.06  (meters)                     GEOID03
 EO0504  DYNAMIC HT  -        1241.060 (meters)    4071.71  (feet)  COMP
 EO0504  MODELED GRAV-     979,304.4   (mgal)                       NAVD 88
 EO0504
 EO0504  VERT ORDER  -  FIRST     CLASS II
 EO0504
 EO0504.The horizontal coordinates were scaled from a topographic map and have
 EO0504.an estimated accuracy of +/- 6 seconds.
 EO0504
 EO0504.The orthometric height was determined by differential leveling
 EO0504.and adjusted by the National Geodetic Survey in June 1991..
 EO0504
 EO0504.The geoid height was determined by GEOID03.
 EO0504
 EO0504.The dynamic height is computed by dividing the NAVD 88
 EO0504.geopotential number by the normal gravity value computed on the
 EO0504.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0504.degrees latitude (g = 980.6199 gals.).
 EO0504
 EO0504.The modeled gravity was interpolated from observed gravity values.
 EO0504
 EO0504;                    North         East    Units  Estimated Accuracy
 EO0504;SPC NM E     -   357,800.      261,030.      MT  (+/- 180 meters Scaled)
 EO0504
 EO0504                          SUPERSEDED SURVEY CONTROL
 EO0504
 EO0504.No superseded survey control is available for this station.
 EO0504
 EO0504_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFT574881(NAD 83)
 EO0504_MARKER: I = METAL ROD
 EO0504_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EO0504_SP_SET: STAINLESS STEEL ROD
 EO0504_STAMPING: J 421 1982
 EO0504_MARK LOGO: NGS   
 EO0504_PROJECTION: FLUSH
 EO0504_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EO0504_ROD/PIPE-DEPTH: 11.0 meters
 EO0504
 EO0504  HISTORY     - Date     Condition        Report By
 EO0504  HISTORY     - 1982     MONUMENTED       NGS
 EO0504
 EO0504                          STATION DESCRIPTION
 EO0504
 EO0504'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 EO0504'5.9 KM (3.7 MI) NE FROM PORTALES.
 EO0504'5.9 KM (3.7 MI) NORTHEASTERLY ALONG THE SANTA FE RAILROAD FROM THE
 EO0504'RAILROAD STATION IN PORTALES, 0.2 KM (0.1 MI) SOUTHWEST OF HIGHWAY
 EO0504'MILEPOST 428, 58.5 METERS (191.9 FT) NORTHWEST OF THE CENTERLINE OF
 EO0504'THE SOUTHWEST BOUND LANES OF U.S. HIGHWAY 70, 38.1 METERS (125.0 FT)
 EO0504'EAST OF RAILROAD MILEPOST 14, 23.5 METERS (77.1 FT) SOUTHEAST OF THE
 EO0504'NEAR RAIL AND 1.7 METERS (5.6 FT) NORTHEAST OF A UTILITY POLE.
 EO0504'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 EO0504'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 EO0504'THE MARK IS 1.5 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0653 ***********************************************************************
 EQ0653  DESIGNATION -  J 423
 EQ0653  PID         -  EQ0653
 EQ0653  STATE/COUNTY-  NM/VALENCIA
 EQ0653  USGS QUAD   -  VEGUITA (1991)
 EQ0653
 EQ0653                         *CURRENT SURVEY CONTROL
 EQ0653  ___________________________________________________________________
 EQ0653* NAD 83(1986)-  34 37 00.     (N)    106 46 36.     (W)     SCALED    
 EQ0653* NAVD 88     -      1459.829  (meters)    4789.46   (feet)  ADJUSTED  
 EQ0653  ___________________________________________________________________
 EQ0653  GEOID HEIGHT-         -21.89  (meters)                     GEOID03
 EQ0653  DYNAMIC HT  -        1457.802 (meters)    4782.81  (feet)  COMP
 EQ0653  MODELED GRAV-     979,196.5   (mgal)                       NAVD 88
 EQ0653
 EQ0653  VERT ORDER  -  FIRST     CLASS II
 EQ0653
 EQ0653.The horizontal coordinates were scaled from a topographic map and have
 EQ0653.an estimated accuracy of +/- 6 seconds.
 EQ0653
 EQ0653.The orthometric height was determined by differential leveling
 EQ0653.and adjusted by the National Geodetic Survey in June 1991..
 EQ0653
 EQ0653.The geoid height was determined by GEOID03.
 EQ0653
 EQ0653.The dynamic height is computed by dividing the NAVD 88
 EQ0653.geopotential number by the normal gravity value computed on the
 EQ0653.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0653.degrees latitude (g = 980.6199 gals.).
 EQ0653
 EQ0653.The modeled gravity was interpolated from observed gravity values.
 EQ0653
 EQ0653;                    North         East    Units  Estimated Accuracy
 EQ0653;SPC NM C     -   401,180.      451,700.      MT  (+/- 180 meters Scaled)
 EQ0653
 EQ0653                          SUPERSEDED SURVEY CONTROL
 EQ0653
 EQ0653.No superseded survey control is available for this station.
 EQ0653
 EQ0653_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU371319(NAD 83)
 EQ0653_MARKER: I = METAL ROD
 EQ0653_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EQ0653_SP_SET: STAINLESS STEEL ROD
 EQ0653_STAMPING: J 423 1982
 EQ0653_MARK LOGO: NGS   
 EQ0653_PROJECTION: FLUSH
 EQ0653_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EQ0653_ROD/PIPE-DEPTH: 21.9 meters
 EQ0653
 EQ0653  HISTORY     - Date     Condition        Report By
 EQ0653  HISTORY     - 1982     MONUMENTED       NGS
 EQ0653
 EQ0653                          STATION DESCRIPTION
 EQ0653
 EQ0653'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 EQ0653'22.4 KM (13.9 MI) NORTH FROM BERNARDO.
 EQ0653'22.4 KM (13.9 MI) NORTHERLY ALONG STATE HIGHWAY 116 FROM ITS JUNCTION
 EQ0653'WITH U. S. HIGHWAY 60 IN BERNARDO, 88.7 METERS (291.0 FT) NORTH OF THE
 EQ0653'CENTER OF A DIRT ROAD, 63.7 METERS (209.0 FT) EAST OF THE CENTERLINE
 EQ0653'OF THE HIGHWAY, 14.5 METERS (47.6 FT) EAST OF THE NEAR RAIL OF THE
 EQ0653'SANTA FE RAILROAD, 5.2 METERS (17.1 FT) WEST OF THE CENTER OF A CANAL
 EQ0653'BANK ROAD AND 1.2 METERS (3.9 FT) NORTH OF A UTILITY POLE NUMBER
 EQ0653'A54-B11/2.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 EQ0653'CAP.
 EQ0653'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 EQ0653'THE MARK IS 1.0 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0812 ***********************************************************************
 FO0812  DESIGNATION -  J 424
 FO0812  PID         -  FO0812
 FO0812  STATE/COUNTY-  NM/BERNALILLO
 FO0812  USGS QUAD   -  ALBUQUERQUE WEST (1990)
 FO0812
 FO0812                         *CURRENT SURVEY CONTROL
 FO0812  ___________________________________________________________________
 FO0812* NAD 83(1986)-  35 06 23.     (N)    106 41 23.     (W)     SCALED    
 FO0812* NAVD 88     -      1522.136  (meters)    4993.87   (feet)  ADJUSTED  
 FO0812  ___________________________________________________________________
 FO0812  GEOID HEIGHT-         -21.41  (meters)                     GEOID03
 FO0812  DYNAMIC HT  -        1520.059 (meters)    4987.06  (feet)  COMP
 FO0812  MODELED GRAV-     979,217.2   (mgal)                       NAVD 88
 FO0812
 FO0812  VERT ORDER  -  FIRST     CLASS II
 FO0812
 FO0812.The horizontal coordinates were scaled from a topographic map and have
 FO0812.an estimated accuracy of +/- 6 seconds.
 FO0812
 FO0812.The orthometric height was determined by differential leveling
 FO0812.and adjusted by the National Geodetic Survey in June 1991..
 FO0812
 FO0812.The geoid height was determined by GEOID03.
 FO0812
 FO0812.The dynamic height is computed by dividing the NAVD 88
 FO0812.geopotential number by the normal gravity value computed on the
 FO0812.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0812.degrees latitude (g = 980.6199 gals.).
 FO0812
 FO0812.The modeled gravity was interpolated from observed gravity values.
 FO0812
 FO0812;                    North         East    Units  Estimated Accuracy
 FO0812;SPC NM C     -   455,460.      459,910.      MT  (+/- 180 meters Scaled)
 FO0812
 FO0812                          SUPERSEDED SURVEY CONTROL
 FO0812
 FO0812  NGVD 29 (??/??/92) 1521.324  (m)         4991.21   (f) ADJ UNCH    1 2
 FO0812
 FO0812.Superseded values are not recommended for survey control.
 FO0812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0812.See file dsdata.txt to determine how the superseded data were derived.
 FO0812
 FO0812_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU460861(NAD 83)
 FO0812_MARKER: DB = BENCH MARK DISK
 FO0812_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 FO0812_SP_SET: ABUTMENT
 FO0812_STAMPING: J 424 1982
 FO0812_MARK LOGO: NGS   
 FO0812_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FO0812+STABILITY: POSITION/ELEVATION WELL
 FO0812
 FO0812  HISTORY     - Date     Condition        Report By
 FO0812  HISTORY     - 1982     MONUMENTED       NGS
 FO0812  HISTORY     - 20051211 MARK NOT FOUND   GEOCAC
 FO0812
 FO0812                          STATION DESCRIPTION
 FO0812
 FO0812'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FO0812'1.3 KM (0.8 MI) EAST FROM ALBUQUERQUE.
 FO0812'1.3 KM (0.8 MI) EASTERLY ALONG INTERSTATE HIGHWAY FROM ITS JUNCTION
 FO0812'WITH STATE HIGHWAY 448 AT THE NORTHWEST EDGE OF ABLUQUERQUE, IN TOP OF
 FO0812'AND 0.1 METER (0.3 FT) SOUTH OF THE NORTH END OF THE EAST CONCRETE
 FO0812'ABUTMENT OF THE WEST BOUND OVERPASS OF THE RIO GRANDE RIVER, 7.0
 FO0812'METERS (23.0 FT) NORTH OF THE CENTER OF THE WEST BOUND LANES OF THE
 FO0812'HIGHWAY AND 5.8 METERS (19.0 FT) WEST OF THE EAST END OF THE BRIDGE.
 FO0812'THE MARK IS 0.8 M ABOVE THE HIGHWAY.
 FO0812
 FO0812                          STATION RECOVERY (2005)
 FO0812
 FO0812'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 FO0812'THE BRIDGE HAS BEEN REBUILT AND EXPANDED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC8346 ***********************************************************************
 AC8346  DESIGNATION -  J 424 RESET
 AC8346  PID         -  AC8346
 AC8346  STATE/COUNTY-  NM/BERNALILLO
 AC8346  USGS QUAD   -  ALBUQUERQUE WEST (1990)
 AC8346
 AC8346                         *CURRENT SURVEY CONTROL
 AC8346  ___________________________________________________________________
 AC8346* NAD 83(1986)-  35 06 23.     (N)    106 41 25.     (W)     SCALED    
 AC8346* NAVD 88     -      1521.18   (meters)    4990.7    (feet)  RESET     
 AC8346  ___________________________________________________________________
 AC8346  GEOID HEIGHT-         -21.41  (meters)                     GEOID03
 AC8346
 AC8346  VERT ORDER  -  THIRD
 AC8346
 AC8346.The horizontal coordinates were scaled from a topographic map and have
 AC8346.an estimated accuracy of +/- 6 seconds.
 AC8346
 AC8346.The orthometric height was computed from unverified reset data.
 AC8346
 AC8346.The geoid height was determined by GEOID03.
 AC8346
 AC8346;                    North         East    Units  Estimated Accuracy
 AC8346;SPC NM C     -   455,470.      459,860.      MT  (+/- 180 meters Scaled)
 AC8346
 AC8346                          SUPERSEDED SURVEY CONTROL
 AC8346
 AC8346.No superseded survey control is available for this station.
 AC8346
 AC8346_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU459861(NAD 83)
 AC8346_MARKER: DV = VERTICAL CONTROL DISK
 AC8346_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AC8346_SP_SET: BRIDGE ABUTMENT
 AC8346_STAMPING: J 424 RESET 1993
 AC8346_MARK LOGO: NGS   
 AC8346_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC8346_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC8346_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC8346+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AC8346
 AC8346  HISTORY     - Date     Condition        Report By
 AC8346  HISTORY     - 1993     MONUMENTED       NM0030
 AC8346  HISTORY     - 20051211 GOOD             GEOCAC
 AC8346
 AC8346                          STATION DESCRIPTION
 AC8346
 AC8346'DESCRIBED BY CITY OF ALBUQUERQUE NEW MEXICO 1993 (BB)
 AC8346'THE STATION IS LOCATED ABOUT 3.5 MILES (5.6 KM) W OF THE INTERSECTION
 AC8346'OF INTERSTATES 25 AND 40 ON THE NORTHWEST EDGE OF DOWNTOWN
 AC8346'ALBUQUERQUE.  TO REACH THE STATION FROM THE INTERSECTION OF
 AC8346'INTERSTATES 25 AND 40, GO WEST ON INTERSTATE 40 FOR 2.3 MILES (3.7 KM)
 AC8346'TO THE UNDERPASS FOR RIO GRANDE BOULEVARD.  CONTINUE WEST ON
 AC8346'INTERSTATE 40 FOR 1.1 MILES (1.8 KM) TO A LARGE HIGHWAY SIGN ABOVE THE
 AC8346'WESTBOUND LANES.  CONTINUE WEST FOR 0.05 MI (0.08 KM) TO THE BEGINNING
 AC8346'OF THE INTERSTATE BRIDGE OVER THE RIO GRANDE AND THE STATION ON THE
 AC8346'RIGHT, JUST SOUTH OF THE CONCRETE TRAFFIC BARRIER ON THE NORTH
 AC8346'SHOULDER OF THE WEST BOUND LANES.  THE STATION IS A STANDARD NGS
 AC8346'VERTICAL CONTROL DISK STAMPED ---J 424 RESET 1993--- AND SET IN A
 AC8346'DRILL HOLE IN THE TOP SURFACE OF THE EAST ABUTMENT OF THE WESTBOUND
 AC8346'INTERSTATE 40 BRIDGE OVER THE RIO GRANDE.  THE STATION DISK IS SET
 AC8346'FLUSH WITH THE LEVEL OF THE ROAD SURFACE.  IT IS 0.61 M (2.00 FT)
 AC8346'SOUTH OF THE SOUTH FACE OF A CONCRETE TRAFFIC BARRIER ALONG THE NORTH
 AC8346'EDGE OF THE BRIDGE AND 0.23 M (0.75 FT) EAST OF AN EXPANSION JOINT IN
 AC8346'THE DECK OF THE BRIDGE.
 AC8346
 AC8346                          STATION RECOVERY (2005)
 AC8346
 AC8346'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 AC8346'HANDHELD COORDINATES ARE
 AC8346'35 06.388N
 AC8346'106 41.406W
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0636 ***********************************************************************
 EQ0636  DESIGNATION -  J 425
 EQ0636  PID         -  EQ0636
 EQ0636  STATE/COUNTY-  NM/VALENCIA
 EQ0636  USGS QUAD   -  SOUTH GARCIA (1971)
 EQ0636
 EQ0636                         *CURRENT SURVEY CONTROL
 EQ0636  ___________________________________________________________________
 EQ0636* NAD 83(1986)-  34 59 10.     (N)    107 06 20.     (W)     SCALED    
 EQ0636* NAVD 88     -      1699.427  (meters)    5575.54   (feet)  ADJUSTED  
 EQ0636  ___________________________________________________________________
 EQ0636  GEOID HEIGHT-         -21.27  (meters)                     GEOID03
 EQ0636  DYNAMIC HT  -        1697.099 (meters)    5567.90  (feet)  COMP
 EQ0636  MODELED GRAV-     979,204.3   (mgal)                       NAVD 88
 EQ0636
 EQ0636  VERT ORDER  -  FIRST     CLASS II
 EQ0636
 EQ0636.The horizontal coordinates were scaled from a topographic map and have
 EQ0636.an estimated accuracy of +/- 6 seconds.
 EQ0636
 EQ0636.The orthometric height was determined by differential leveling
 EQ0636.and adjusted by the National Geodetic Survey in June 1991..
 EQ0636
 EQ0636.The geoid height was determined by GEOID03.
 EQ0636
 EQ0636.The dynamic height is computed by dividing the NAVD 88
 EQ0636.geopotential number by the normal gravity value computed on the
 EQ0636.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0636.degrees latitude (g = 980.6199 gals.).
 EQ0636
 EQ0636.The modeled gravity was interpolated from observed gravity values.
 EQ0636
 EQ0636;                    North         East    Units  Estimated Accuracy
 EQ0636;SPC NM C     -   442,370.      421,890.      MT  (+/- 180 meters Scaled)
 EQ0636
 EQ0636                          SUPERSEDED SURVEY CONTROL
 EQ0636
 EQ0636  NGVD 29 (??/??/92) 1698.609  (m)         5572.85   (f) ADJ UNCH    1 2
 EQ0636
 EQ0636.Superseded values are not recommended for survey control.
 EQ0636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0636.See file dsdata.txt to determine how the superseded data were derived.
 EQ0636
 EQ0636_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU078735(NAD 83)
 EQ0636_MARKER: DB = BENCH MARK DISK
 EQ0636_SETTING: 66 = SET IN ROCK OUTCROP
 EQ0636_SP_SET: ROCK OUTCROP
 EQ0636_STAMPING: J 425 1982
 EQ0636_MARK LOGO: NGS   
 EQ0636_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EQ0636+STABILITY: POSITION/ELEVATION WELL
 EQ0636
 EQ0636  HISTORY     - Date     Condition        Report By
 EQ0636  HISTORY     - 1982     MONUMENTED       NGS
 EQ0636
 EQ0636                          STATION DESCRIPTION
 EQ0636
 EQ0636'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 EQ0636'39.4 KM (24.45 MI) SW FROM ALBUQUERQUE.
 EQ0636'39.4 KM (24.45 MI) SOUTHWESTERLY ALONG INTERSTATE HIGHWAY 40 FROM ITS
 EQ0636'JUNCTION WITH STATE HIGHWAY 448 AT THE NORTHWEST EDGE OF ALBUQUERQUE,
 EQ0636'NEAR THE NORTHEAST END OF AN EXPOSED AREA OF BEDROCK IN A HIGHWAY CUT,
 EQ0636'0.5 KM (0.3 MI) SOUTHWEST OF MILEPOST 131, 17.7 METERS (58.1 FT)
 EQ0636'SOUTHEAST OF A FENCE, 14.9 METERS (48.9 FT) NORTHWEST OF THE
 EQ0636'CENTERLINE OF THE SOUTHWEST BOUND LANES OF THE HIGHWAY, 1.8 METERS
 EQ0636'(5.9 FT) SOUTHWEST OF THE NORTHEAST END OF THE CUT AND 0.5 METER (1.6
 EQ0636'FT) NORTHWEST OF THE SOUTHEAST EDGE OF THE CUT.
 EQ0636'THE MARK IS 0.3 METERS  WSW FROM A WITNESS POST.
 EQ0636'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0857 ***********************************************************************
 FO0857  DESIGNATION -  J 426
 FO0857  PID         -  FO0857
 FO0857  STATE/COUNTY-  NM/CIBOLA
 FO0857  USGS QUAD   -  MILAN (1995)
 FO0857
 FO0857                         *CURRENT SURVEY CONTROL
 FO0857  ___________________________________________________________________
 FO0857* NAD 83(1986)-  35 09 44.     (N)    107 53 00.     (W)     SCALED    
 FO0857* NAVD 88     -      1994.793  (meters)    6544.58   (feet)  ADJUSTED  
 FO0857  ___________________________________________________________________
 FO0857  GEOID HEIGHT-         -20.41  (meters)                     GEOID03
 FO0857  DYNAMIC HT  -        1991.943 (meters)    6535.23  (feet)  COMP
 FO0857  MODELED GRAV-     979,134.2   (mgal)                       NAVD 88
 FO0857
 FO0857  VERT ORDER  -  FIRST     CLASS II
 FO0857
 FO0857.The horizontal coordinates were scaled from a topographic map and have
 FO0857.an estimated accuracy of +/- 6 seconds.
 FO0857
 FO0857.The orthometric height was determined by differential leveling
 FO0857.and adjusted by the National Geodetic Survey in June 1991..
 FO0857
 FO0857.The geoid height was determined by GEOID03.
 FO0857
 FO0857.The dynamic height is computed by dividing the NAVD 88
 FO0857.geopotential number by the normal gravity value computed on the
 FO0857.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0857.degrees latitude (g = 980.6199 gals.).
 FO0857
 FO0857.The modeled gravity was interpolated from observed gravity values.
 FO0857
 FO0857;                    North         East    Units  Estimated Accuracy
 FO0857;SPC NM W     -   461,580.      825,450.      MT  (+/- 180 meters Scaled)
 FO0857
 FO0857                          SUPERSEDED SURVEY CONTROL
 FO0857
 FO0857.No superseded survey control is available for this station.
 FO0857
 FO0857_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBU373948(NAD 83)
 FO0857_MARKER: DB = BENCH MARK DISK
 FO0857_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 FO0857_SP_SET: ABUTMENT
 FO0857_STAMPING: J 426 1982
 FO0857_MARK LOGO: NGS   
 FO0857_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FO0857
 FO0857  HISTORY     - Date     Condition        Report By
 FO0857  HISTORY     - 1982     MONUMENTED       NGS
 FO0857
 FO0857                          STATION DESCRIPTION
 FO0857
 FO0857'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FO0857'3.4 KM (2.1 MI) NW FROM GRANTS.
 FO0857'3.4 KM (2.1 MI) NORTHWESTERLY ALONG THE SANTA FE RAILROAD FROM THE
 FO0857'RAILROAD STATION IN GRANTS, IN TOP OF AND 0.5 METER (1.6 FT) NORTH OF
 FO0857'THE SOUTH END OF THE WEST CONCRETE ABUTMENT OF THE SOUTHEAST BOUND
 FO0857'LANES OF STATE HIGHWAY 122 OVERPASS OF THE TRACKS, 29.5 METERS (96.8
 FO0857'FT) WEST OF THE NEAR RAIL AND 4.4 METERS (14.4 FT) SOUTH OF THE
 FO0857'CENTERLINE OF THE HIGHWAY.
 FO0857'THE MARK IS 0.2 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0566 ***********************************************************************
 EO0566  DESIGNATION -  J 427
 EO0566  PID         -  EO0566
 EO0566  STATE/COUNTY-  NM/ROOSEVELT
 EO0566  USGS QUAD   -  KRIDER (1987)
 EO0566
 EO0566                         *CURRENT SURVEY CONTROL
 EO0566  ___________________________________________________________________
 EO0566* NAD 83(1986)-  34 25 50.     (N)    103 48 05.     (W)     SCALED    
 EO0566* NAVD 88     -      1322.549  (meters)    4339.06   (feet)  ADJUSTED  
 EO0566  ___________________________________________________________________
 EO0566  GEOID HEIGHT-         -23.33  (meters)                     GEOID03
 EO0566  DYNAMIC HT  -        1320.803 (meters)    4333.33  (feet)  COMP
 EO0566  MODELED GRAV-     979,269.2   (mgal)                       NAVD 88
 EO0566
 EO0566  VERT ORDER  -  FIRST     CLASS II
 EO0566
 EO0566.The horizontal coordinates were scaled from a topographic map and have
 EO0566.an estimated accuracy of +/- 6 seconds.
 EO0566
 EO0566.The orthometric height was determined by differential leveling
 EO0566.and adjusted by the National Geodetic Survey in June 1991..
 EO0566
 EO0566.The geoid height was determined by GEOID03.
 EO0566
 EO0566.The dynamic height is computed by dividing the NAVD 88
 EO0566.geopotential number by the normal gravity value computed on the
 EO0566.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0566.degrees latitude (g = 980.6199 gals.).
 EO0566
 EO0566.The modeled gravity was interpolated from observed gravity values.
 EO0566
 EO0566;                    North         East    Units  Estimated Accuracy
 EO0566;SPC NM E     -   380,540.      213,890.      MT  (+/- 180 meters Scaled)
 EO0566
 EO0566                          SUPERSEDED SURVEY CONTROL
 EO0566
 EO0566.No superseded survey control is available for this station.
 EO0566
 EO0566_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFU101105(NAD 83)
 EO0566_MARKER: DB = BENCH MARK DISK
 EO0566_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 EO0566_SP_SET: ABUTMENT
 EO0566_STAMPING: J 427 1982
 EO0566_MARK LOGO: NGS   
 EO0566_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EO0566+STABILITY: POSITION/ELEVATION WELL
 EO0566
 EO0566  HISTORY     - Date     Condition        Report By
 EO0566  HISTORY     - 1982     MONUMENTED       NGS
 EO0566
 EO0566                          STATION DESCRIPTION
 EO0566
 EO0566'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 EO0566'42.5 KM (26.75 MI) EAST FROM FORT SUMNER.
 EO0566'0.6 (0.35 MI) NORTH ALONG U.S. HIGHWAY 84 FROM ITS JUNCTION WITH U.
 EO0566'S. HIGHWAY 60 IN FORT SUMNER, THENCE 41.9 KM (26.4 MI) EASTERLY ALONG
 EO0566'THE SANTA FE RAILROAD, IN TOP OF AND 0.2 METER (0.7 FT) NORTH OF THE
 EO0566'SOUTH END OF THE WEST CONCRETE ABUTMENT OF A HIGHWAY BRIDGE OVER A DRY
 EO0566'WASH, 34.5 METERS (113.2 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY
 EO0566'AND 34.0 METERS (111.5 FT) NORTH OF THE NEAR RAIL.
 EO0566'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0500 ***********************************************************************
 EP0500  DESIGNATION -  J 428
 EP0500  PID         -  EP0500
 EP0500  STATE/COUNTY-  NM/DE BACA
 EP0500  USGS QUAD   -  YESO MESA (1981)
 EP0500
 EP0500                         *CURRENT SURVEY CONTROL
 EP0500  ___________________________________________________________________
 EP0500* NAD 83(1986)-  34 28 59.     (N)    104 45 57.     (W)     SCALED    
 EP0500* NAVD 88     -      1562.454  (meters)    5126.15   (feet)  ADJUSTED  
 EP0500  ___________________________________________________________________
 EP0500  GEOID HEIGHT-         -22.65  (meters)                     GEOID03
 EP0500  DYNAMIC HT  -        1560.279 (meters)    5119.02  (feet)  COMP
 EP0500  MODELED GRAV-     979,188.2   (mgal)                       NAVD 88
 EP0500
 EP0500  VERT ORDER  -  FIRST     CLASS II
 EP0500
 EP0500.The horizontal coordinates were scaled from a topographic map and have
 EP0500.an estimated accuracy of +/- 6 seconds.
 EP0500
 EP0500.The orthometric height was determined by differential leveling
 EP0500.and adjusted by the National Geodetic Survey in June 1991..
 EP0500
 EP0500.The geoid height was determined by GEOID03.
 EP0500
 EP0500.The dynamic height is computed by dividing the NAVD 88
 EP0500.geopotential number by the normal gravity value computed on the
 EP0500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EP0500.degrees latitude (g = 980.6199 gals.).
 EP0500
 EP0500.The modeled gravity was interpolated from observed gravity values.
 EP0500
 EP0500;                    North         East    Units  Estimated Accuracy
 EP0500;SPC NM E     -   386,320.      125,280.      MT  (+/- 180 meters Scaled)
 EP0500
 EP0500                          SUPERSEDED SURVEY CONTROL
 EP0500
 EP0500.No superseded survey control is available for this station.
 EP0500
 EP0500_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEU215157(NAD 83)
 EP0500_MARKER: I = METAL ROD
 EP0500_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 EP0500+WITH SETTING: INFORMATION.
 EP0500_SP_SET: SHALLOW SET METAL ROD
 EP0500_STAMPING: J 428 1982
 EP0500_MARK LOGO: NGS   
 EP0500_PROJECTION: FLUSH
 EP0500_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EP0500_ROD/PIPE-DEPTH: 0.9  meters
 EP0500
 EP0500  HISTORY     - Date     Condition        Report By
 EP0500  HISTORY     - 1982     MONUMENTED       NGS
 EP0500
 EP0500                          STATION DESCRIPTION
 EP0500
 EP0500'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 EP0500'41.3 KM (25.65 MI) EAST FROM VAUGHN.
 EP0500'41.3 KM (25.65 MI) EASTERLY ALONG U.S. HIGHWAY 60 FROM THE SANTA FE
 EP0500'RAILROAD STATION IN VAUGHN, 0.7 KM (0.45 MI) SOUTHEAST OF MILEPOST 297
 EP0500'AND 22.9 METERS (75.1 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY.
 EP0500'NOTE=REFUSAL WAS REACHED AT 3.0 FT.  ACCESS TO THE DATUM POINT IS
 EP0500'THROUGH A 5-INCH LOGO CAP.
 EP0500'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST AND FENCE
 EP0500'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0354 ***********************************************************************
 FP0354  DESIGNATION -  J 429
 FP0354  PID         -  FP0354
 FP0354  STATE/COUNTY-  NM/MCKINLEY
 FP0354  USGS QUAD   -  CHURCH ROCK (1979)
 FP0354
 FP0354                         *CURRENT SURVEY CONTROL
 FP0354  ___________________________________________________________________
 FP0354* NAD 83(1986)-  35 30 40.     (N)    108 32 27.     (W)     SCALED    
 FP0354* NAVD 88     -      2062.099  (meters)    6765.40   (feet)  ADJUSTED  
 FP0354  ___________________________________________________________________
 FP0354  GEOID HEIGHT-         -20.72  (meters)                     GEOID03
 FP0354  DYNAMIC HT  -        2059.209 (meters)    6755.92  (feet)  COMP
 FP0354  MODELED GRAV-     979,158.4   (mgal)                       NAVD 88
 FP0354
 FP0354  VERT ORDER  -  FIRST     CLASS II
 FP0354
 FP0354.The horizontal coordinates were scaled from a topographic map and have
 FP0354.an estimated accuracy of +/- 6 seconds.
 FP0354
 FP0354.The orthometric height was determined by differential leveling
 FP0354.and adjusted by the National Geodetic Survey in June 1991..
 FP0354
 FP0354.The geoid height was determined by GEOID03.
 FP0354
 FP0354.The dynamic height is computed by dividing the NAVD 88
 FP0354.geopotential number by the normal gravity value computed on the
 FP0354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0354.degrees latitude (g = 980.6199 gals.).
 FP0354
 FP0354.The modeled gravity was interpolated from observed gravity values.
 FP0354
 FP0354;                    North         East    Units  Estimated Accuracy
 FP0354;SPC NM W     -   500,510.      765,820.      MT  (+/- 180 meters Scaled)
 FP0354
 FP0354                          SUPERSEDED SURVEY CONTROL
 FP0354
 FP0354.No superseded survey control is available for this station.
 FP0354
 FP0354_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYE230325(NAD 83)
 FP0354_MARKER: DB = BENCH MARK DISK
 FP0354_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 FP0354_SP_SET: ABUTMENT
 FP0354_STAMPING: J 429 1983
 FP0354_MARK LOGO: NGS   
 FP0354_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FP0354+STABILITY: POSITION/ELEVATION WELL
 FP0354
 FP0354  HISTORY     - Date     Condition        Report By
 FP0354  HISTORY     - 1983     MONUMENTED       NGS
 FP0354
 FP0354                          STATION DESCRIPTION
 FP0354
 FP0354'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FP0354'20.5 KM (12.75 MI) SE FROM GALLUP.
 FP0354'20.5 KM (12.75 MI) SOUTHEASTERLY ALONG INTERSTATE HIGHWAY 40 FROM ITS
 FP0354'JUNCTION WITH U. S. HIGHWAY 666 IN GALLUP, IN TOP OF AND 0.5 METER
 FP0354'(1.6 FT) SOUTHEAST OF THE NORTHWEST END OF THE SOUTHEAST CONCRETE
 FP0354'ABUTMENT OF A HIGHWAY OVERPASS OF THE HIGHWAY (EXIT 33) AND 6.9 METERS
 FP0354'(22.6 FT) NORTHWEST OF THE CENTER OF THE HIGHWAY.
 FP0354'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0378 ***********************************************************************
 FP0378  DESIGNATION -  J 430
 FP0378  PID         -  FP0378
 FP0378  STATE/COUNTY-  NM/MCKINLEY
 FP0378  USGS QUAD   -  SURRENDER CANYON (1971)
 FP0378
 FP0378                         *CURRENT SURVEY CONTROL
 FP0378  ___________________________________________________________________
 FP0378* NAD 83(1986)-  35 24 16.     (N)    109 00 04.     (W)     SCALED    
 FP0378* NAVD 88     -      1907.007  (meters)    6256.57   (feet)  ADJUSTED  
 FP0378  ___________________________________________________________________
 FP0378  GEOID HEIGHT-         -21.65  (meters)                     GEOID03
 FP0378  DYNAMIC HT  -        1904.329 (meters)    6247.79  (feet)  COMP
 FP0378  MODELED GRAV-     979,161.9   (mgal)                       NAVD 88
 FP0378
 FP0378  VERT ORDER  -  FIRST     CLASS II
 FP0378
 FP0378.The horizontal coordinates were scaled from a topographic map and have
 FP0378.an estimated accuracy of +/- 6 seconds.
 FP0378
 FP0378.The orthometric height was determined by differential leveling
 FP0378.and adjusted by the National Geodetic Survey in June 1991..
 FP0378
 FP0378.The geoid height was determined by GEOID03.
 FP0378
 FP0378.The dynamic height is computed by dividing the NAVD 88
 FP0378.geopotential number by the normal gravity value computed on the
 FP0378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0378.degrees latitude (g = 980.6199 gals.).
 FP0378
 FP0378.The modeled gravity was interpolated from observed gravity values.
 FP0378
 FP0378;                    North         East    Units  Estimated Accuracy
 FP0378;SPC NM W     -   489,080.      723,930.      MT  (+/- 180 meters Scaled)
 FP0378
 FP0378                          SUPERSEDED SURVEY CONTROL
 FP0378
 FP0378.No superseded survey control is available for this station.
 FP0378
 FP0378_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXE815197(NAD 83)
 FP0378_MARKER: I = METAL ROD
 FP0378_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FP0378_SP_SET: STAINLESS STEEL ROD
 FP0378_STAMPING: J 430 1983
 FP0378_MARK LOGO: NGS   
 FP0378_PROJECTION: FLUSH
 FP0378_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FP0378_ROD/PIPE-DEPTH: 13.4 meters
 FP0378
 FP0378  HISTORY     - Date     Condition        Report By
 FP0378  HISTORY     - 1983     MONUMENTED       NGS
 FP0378
 FP0378                          STATION DESCRIPTION
 FP0378
 FP0378'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FP0378'26.9 KM (16.7 MI) SW FROM GALLUP.
 FP0378'26.9 KM (16.7 MI) SOUTHWESTERLY ALONG INTERSTATE HIGHWAY 40 FROM ITS
 FP0378'JUNCTION WITH U. S. HIGHWAY 666 IN GALLUP, 41.4 METERS (135.8 FT)
 FP0378'NORTHEAST OF MILEPOST 4 AND 25.2 METERS (82.7 FT) SOUTHEAST OF THE
 FP0378'CENTERLINE OF THE NORTHEAST BOUND LANES OF THE HIGHWAY.  NOTE=ACCESS
 FP0378'TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 FP0378'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST AND FENCE
 FP0378'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GO0230 ***********************************************************************
 GO0230  DESIGNATION -  J 431
 GO0230  PID         -  GO0230
 GO0230  STATE/COUNTY-  NM/SAN JUAN
 GO0230  USGS QUAD   -  FLORA VISTA (1979)
 GO0230
 GO0230                         *CURRENT SURVEY CONTROL
 GO0230  ___________________________________________________________________
 GO0230* NAD 83(1986)-  36 47 23.     (N)    108 06 17.     (W)     SCALED    
 GO0230* NAVD 88     -      1688.898  (meters)    5540.99   (feet)  ADJUSTED  
 GO0230  ___________________________________________________________________
 GO0230  GEOID HEIGHT-         -20.98  (meters)                     GEOID03
 GO0230  DYNAMIC HT  -        1686.787 (meters)    5534.07  (feet)  COMP
 GO0230  MODELED GRAV-     979,322.5   (mgal)                       NAVD 88
 GO0230
 GO0230  VERT ORDER  -  FIRST     CLASS II
 GO0230
 GO0230.The horizontal coordinates were scaled from a topographic map and have
 GO0230.an estimated accuracy of +/- 6 seconds.
 GO0230
 GO0230.The orthometric height was determined by differential leveling
 GO0230.and adjusted by the National Geodetic Survey in June 1991..
 GO0230
 GO0230.The geoid height was determined by GEOID03.
 GO0230
 GO0230.The dynamic height is computed by dividing the NAVD 88
 GO0230.geopotential number by the normal gravity value computed on the
 GO0230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GO0230.degrees latitude (g = 980.6199 gals.).
 GO0230
 GO0230.The modeled gravity was interpolated from observed gravity values.
 GO0230
 GO0230;                    North         East    Units  Estimated Accuracy
 GO0230;SPC NM W     -   642,180.      805,780.      MT  (+/- 180 meters Scaled)
 GO0230
 GO0230                          SUPERSEDED SURVEY CONTROL
 GO0230
 GO0230.No superseded survey control is available for this station.
 GO0230
 GO0230_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYF583754(NAD 83)
 GO0230_MARKER: DB = BENCH MARK DISK
 GO0230_SETTING: 66 = SET IN ROCK OUTCROP
 GO0230_SP_SET: ROCK OUTCROP
 GO0230_STAMPING: J 431 1983
 GO0230_MARK LOGO: NGS   
 GO0230_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GO0230+STABILITY: POSITION/ELEVATION WELL
 GO0230
 GO0230  HISTORY     - Date     Condition        Report By
 GO0230  HISTORY     - 1983     MONUMENTED       NGS
 GO0230
 GO0230                          STATION DESCRIPTION
 GO0230
 GO0230'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GO0230'12.8 KM (7.95 MI) NE FROM FARMINGTON.
 GO0230'12.8 KM (7.95 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 550 FROM ITS
 GO0230'JUNCTION WITH STATE HIGHWAY 371 (LAKE STREET) IN FARMINGTON, IN THE
 GO0230'CENTER OF THE SOUTHERN 1/4 OF A 50- BY 100-FOOT ROCK LEDGE ALONG THE
 GO0230'WEST BANK OF A DRY WASH, 39.6 METERS (129.9 FT) NORTHWEST OF THE
 GO0230'CENTERLINE OF THE SOUTH BOUND LANES OF THE HIGHWAY, 34.5 METERS
 GO0230'(113.2 FT) WEST OF THE NORTHWEST END OF A CONCRETE DRAINAGE PIPE, AND
 GO0230'4.6 METERS (15.1 FT) NORTHWEST OF THE SOUTHEAST EDGE OF THE LEDGE.
 GO0230'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 GO0230'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GO0206 ***********************************************************************
 GO0206  DESIGNATION -  J 432
 GO0206  PID         -  GO0206
 GO0206  STATE/COUNTY-  NM/SAN JUAN
 GO0206  USGS QUAD   -  WATERFLOW (1979)
 GO0206
 GO0206                         *CURRENT SURVEY CONTROL
 GO0206  ___________________________________________________________________
 GO0206* NAD 83(1986)-  36 45 36.     (N)    108 27 00.     (W)     SCALED    
 GO0206* NAVD 88     -      1563.369  (meters)    5129.15   (feet)  ADJUSTED  
 GO0206  ___________________________________________________________________
 GO0206  GEOID HEIGHT-         -21.11  (meters)                     GEOID03
 GO0206  DYNAMIC HT  -        1561.473 (meters)    5122.93  (feet)  COMP
 GO0206  MODELED GRAV-     979,364.7   (mgal)                       NAVD 88
 GO0206
 GO0206  VERT ORDER  -  FIRST     CLASS II
 GO0206
 GO0206.The horizontal coordinates were scaled from a topographic map and have
 GO0206.an estimated accuracy of +/- 6 seconds.
 GO0206
 GO0206.The orthometric height was determined by differential leveling
 GO0206.and adjusted by the National Geodetic Survey in June 1991..
 GO0206
 GO0206.The geoid height was determined by GEOID03.
 GO0206
 GO0206.The dynamic height is computed by dividing the NAVD 88
 GO0206.geopotential number by the normal gravity value computed on the
 GO0206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GO0206.degrees latitude (g = 980.6199 gals.).
 GO0206
 GO0206.The modeled gravity was interpolated from observed gravity values.
 GO0206
 GO0206;                    North         East    Units  Estimated Accuracy
 GO0206;SPC NM W     -   639,030.      774,940.      MT  (+/- 180 meters Scaled)
 GO0206
 GO0206                          SUPERSEDED SURVEY CONTROL
 GO0206
 GO0206.No superseded survey control is available for this station.
 GO0206
 GO0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYF276712(NAD 83)
 GO0206_MARKER: I = METAL ROD
 GO0206_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 GO0206+WITH SETTING: INFORMATION.
 GO0206_SP_SET: SHALLOW SET METAL ROD
 GO0206_STAMPING: J 432 1983
 GO0206_MARK LOGO: NGS   
 GO0206_PROJECTION: FLUSH
 GO0206_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GO0206_ROD/PIPE-DEPTH: 1.2  meters
 GO0206
 GO0206  HISTORY     - Date     Condition        Report By
 GO0206  HISTORY     - 1983     MONUMENTED       NGS
 GO0206
 GO0206                          STATION DESCRIPTION
 GO0206
 GO0206'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GO0206'21.6 KM (13.4 MI) WEST FROM FARMINGTON.
 GO0206'21.6 KM (13.4 MI) WESTERLY ALONG U.S. HIGHWAY 550 FROM ITS JUNCTION
 GO0206'WITH STATE HIGHWAY 371 (LAKE STREET) IN FARMINGTON, 57.9 METERS
 GO0206'(190.0 FT) WEST OF THE CENTERLINE OF POWER PLANT ROAD (COUNTY ROAD C
 GO0206'48) LEADING NORTH TO THE SAN JUAN GENERATING PLANT, 45.1 METERS
 GO0206'(148.0 FT) EAST OF UTILITY POLE NUMBER 78-2 WITH 1 GUY WIRE,
 GO0206'22.3 METERS (73.2 FT) NORTH OF THE CENTERLINE OF THE WEST BOUND LANES
 GO0206'OF THE HIGHWAY, AND 5.7 METERS (18.7 FT) SOUTH-SOUTHWEST OF THE EAST
 GO0206'LEG OF A DOUBLE UTILITY POLE NUMBER FC 21 AT A UTILITY LINE CROSSING
 GO0206'THE HIGHWAY.  NOTE=REFUSAL WAS REACHED AT 4.0 FEET.  ACCESS TO THE
 GO0206'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 GO0206'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST AND FENCE
 GO0206'THE MARK IS 1.8 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GO0179 ***********************************************************************
 GO0179  DESIGNATION -  J 434
 GO0179  PID         -  GO0179
 GO0179  STATE/COUNTY-  NM/SAN JUAN
 GO0179  USGS QUAD   -  TABLE MESA (1979)
 GO0179
 GO0179                         *CURRENT SURVEY CONTROL
 GO0179  ___________________________________________________________________
 GO0179* NAD 83(1986)-  36 30 11.     (N)    108 43 32.     (W)     SCALED    
 GO0179* NAVD 88     -      1685.893  (meters)    5531.13   (feet)  ADJUSTED  
 GO0179  ___________________________________________________________________
 GO0179  GEOID HEIGHT-         -21.01  (meters)                     GEOID03
 GO0179  DYNAMIC HT  -        1683.782 (meters)    5524.21  (feet)  COMP
 GO0179  MODELED GRAV-     979,320.6   (mgal)                       NAVD 88
 GO0179
 GO0179  VERT ORDER  -  FIRST     CLASS II
 GO0179
 GO0179.The horizontal coordinates were scaled from a topographic map and have
 GO0179.an estimated accuracy of +/- 6 seconds.
 GO0179
 GO0179.The orthometric height was determined by differential leveling
 GO0179.and adjusted by the National Geodetic Survey in June 1991..
 GO0179
 GO0179.The geoid height was determined by GEOID03.
 GO0179
 GO0179.The dynamic height is computed by dividing the NAVD 88
 GO0179.geopotential number by the normal gravity value computed on the
 GO0179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GO0179.degrees latitude (g = 980.6199 gals.).
 GO0179
 GO0179.The modeled gravity was interpolated from observed gravity values.
 GO0179
 GO0179;                    North         East    Units  Estimated Accuracy
 GO0179;SPC NM W     -   610,710.      750,070.      MT  (+/- 180 meters Scaled)
 GO0179
 GO0179                          SUPERSEDED SURVEY CONTROL
 GO0179
 GO0179.No superseded survey control is available for this station.
 GO0179
 GO0179_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYF036421(NAD 83)
 GO0179_MARKER: I = METAL ROD
 GO0179_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 GO0179+WITH SETTING: INFORMATION.
 GO0179_SP_SET: SHALLOW SET METAL ROD
 GO0179_STAMPING: J 434 1984
 GO0179_MARK LOGO: NGS   
 GO0179_PROJECTION: FLUSH
 GO0179_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GO0179_ROD/PIPE-DEPTH: 1.3  meters
 GO0179
 GO0179  HISTORY     - Date     Condition        Report By
 GO0179  HISTORY     - 1984     MONUMENTED       NGS
 GO0179
 GO0179                          STATION DESCRIPTION
 GO0179
 GO0179'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 GO0179'30.8 KM (19.15 MI) SOUT FROM SHIPROCK.
 GO0179'30.8 KM (19.15 MI) SOUTHERLY ALONG U.S. HIGHWAY 666 FROM ITS JUNCTION
 GO0179'WITH STATE HIGHWAY 504 IN SHIPROCK, 8.1 KM (5.05 MI) NORTH OF THE
 GO0179'INTERSECTION OF COUNTY ROAD 34, 0.7 KM (0.45 MI) SOUTH OF THE
 GO0179'INTERSECTION OF A DIRT ROAD LEADING WEST, 67.4 METERS (221.0 FT) EAST
 GO0179'OF THE CENTERLINE OF THE HIGHWAY, AND 17.6 METERS (57.7 FT) WEST OF A
 GO0179'UTILITY POLE.  NOTE=REFUSAL WAS REACHED AT 4.0 FEET.  ACCESS TO THE
 GO0179'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 GO0179'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST AND FENCE
 GO0179'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0434 ***********************************************************************
 FP0434  DESIGNATION -  J 435
 FP0434  PID         -  FP0434
 FP0434  STATE/COUNTY-  NM/MCKINLEY
 FP0434  USGS QUAD   -  TOHATCHI (1982)
 FP0434
 FP0434                         *CURRENT SURVEY CONTROL
 FP0434  ___________________________________________________________________
 FP0434* NAD 83(1986)-  35 49 00.     (N)    108 45 50.     (W)     SCALED    
 FP0434* NAVD 88     -      1920.460  (meters)    6300.71   (feet)  ADJUSTED  
 FP0434  ___________________________________________________________________
 FP0434  GEOID HEIGHT-         -20.75  (meters)                     GEOID03
 FP0434  DYNAMIC HT  -        1917.846 (meters)    6292.13  (feet)  COMP
 FP0434  MODELED GRAV-     979,203.8   (mgal)                       NAVD 88
 FP0434
 FP0434  VERT ORDER  -  FIRST     CLASS II
 FP0434
 FP0434.The horizontal coordinates were scaled from a topographic map and have
 FP0434.an estimated accuracy of +/- 6 seconds.
 FP0434
 FP0434.The orthometric height was determined by differential leveling
 FP0434.and adjusted by the National Geodetic Survey in June 1991..
 FP0434
 FP0434.The geoid height was determined by GEOID03.
 FP0434
 FP0434.The dynamic height is computed by dividing the NAVD 88
 FP0434.geopotential number by the normal gravity value computed on the
 FP0434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0434.degrees latitude (g = 980.6199 gals.).
 FP0434
 FP0434.The modeled gravity was interpolated from observed gravity values.
 FP0434
 FP0434;                    North         East    Units  Estimated Accuracy
 FP0434;SPC NM W     -   534,580.      745,910.      MT  (+/- 180 meters Scaled)
 FP0434
 FP0434                          SUPERSEDED SURVEY CONTROL
 FP0434
 FP0434.No superseded survey control is available for this station.
 FP0434
 FP0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYE020659(NAD 83)
 FP0434_MARKER: I = METAL ROD
 FP0434_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FP0434_SP_SET: STAINLESS STEEL ROD
 FP0434_STAMPING: J 435 1984
 FP0434_MARK LOGO: NGS   
 FP0434_PROJECTION: FLUSH
 FP0434_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FP0434_ROD/PIPE-DEPTH: 15.6 meters
 FP0434
 FP0434  HISTORY     - Date     Condition        Report By
 FP0434  HISTORY     - 1984     MONUMENTED       NGS
 FP0434
 FP0434                          STATION DESCRIPTION
 FP0434
 FP0434'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FP0434'33.1 KM (20.55 MI) NORT FROM GALLUP.
 FP0434'33.1 KM (20.55 MI) NORTHERLY ALONG U.S. HIGHWAY 666 FROM ITS JUNCTION
 FP0434'WITH INTERSTATE HIGHWAY 40 IN GALLUP, 8.9 KM (5.55 MI) NORTH OF THE
 FP0434'INTERSECTION OF COUNTY ROAD 9 LEADING EAST, 56.4 METERS (185.0 FT)
 FP0434'SOUTH-SOUTHEAST OF THE SOUTH END OF A GUARD RAIL, 25.6 METERS
 FP0434'(84.0 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, 24.3 METERS (79.7 FT)
 FP0434'NORTH-NORTHEAST OF THE CENTER OF A CATTLE GUARD, 24.2 M (78.7 FT)
 FP0434'NORTH OF THE CENTER OF A PRIVATE DRIVE LEADING EAST, 7.5 METERS
 FP0434'(24.6 FT) EAST OF A FENCE, AND 1.3 METERS (4.3 FT) NORTH OF A UTILITY
 FP0434'POLE AND LINE CROSSING THE HIGHWAY.  NOTE=ACCESS TO THE DATUM POINT IS
 FP0434'THROUGH A 5-INCH LOGO CAP.
 FP0434'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 FP0434'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GO0160 ***********************************************************************
 GO0160  DESIGNATION -  J 436
 GO0160  PID         -  GO0160
 GO0160  STATE/COUNTY-  NM/SAN JUAN
 GO0160  USGS QUAD   -  SHEEP SPRINGS (1966)
 GO0160
 GO0160                         *CURRENT SURVEY CONTROL
 GO0160  ___________________________________________________________________
 GO0160* NAD 83(1986)-  36 08 42.     (N)    108 42 27.     (W)     SCALED    
 GO0160* NAVD 88     -      1790.592  (meters)    5874.63   (feet)  ADJUSTED  
 GO0160  ___________________________________________________________________
 GO0160  GEOID HEIGHT-         -20.72  (meters)                     GEOID03
 GO0160  DYNAMIC HT  -        1788.247 (meters)    5866.94  (feet)  COMP
 GO0160  MODELED GRAV-     979,259.6   (mgal)                       NAVD 88
 GO0160
 GO0160  VERT ORDER  -  FIRST     CLASS II
 GO0160
 GO0160.The horizontal coordinates were scaled from a topographic map and have
 GO0160.an estimated accuracy of +/- 6 seconds.
 GO0160
 GO0160.The orthometric height was determined by differential leveling
 GO0160.and adjusted by the National Geodetic Survey in June 1991..
 GO0160
 GO0160.The geoid height was determined by GEOID03.
 GO0160
 GO0160.The dynamic height is computed by dividing the NAVD 88
 GO0160.geopotential number by the normal gravity value computed on the
 GO0160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GO0160.degrees latitude (g = 980.6199 gals.).
 GO0160
 GO0160.The modeled gravity was interpolated from observed gravity values.
 GO0160
 GO0160;                    North         East    Units  Estimated Accuracy
 GO0160;SPC NM W     -   570,960.      751,330.      MT  (+/- 180 meters Scaled)
 GO0160
 GO0160                          SUPERSEDED SURVEY CONTROL
 GO0160
 GO0160.No superseded survey control is available for this station.
 GO0160
 GO0160_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYF062024(NAD 83)
 GO0160_MARKER: I = METAL ROD
 GO0160_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GO0160_SP_SET: STAINLESS STEEL ROD
 GO0160_STAMPING: J 436 1984
 GO0160_MARK LOGO: NGS   
 GO0160_PROJECTION: FLUSH
 GO0160_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GO0160_ROD/PIPE-DEPTH: 5.8  meters
 GO0160
 GO0160  HISTORY     - Date     Condition        Report By
 GO0160  HISTORY     - 1984     MONUMENTED       NGS
 GO0160
 GO0160                          STATION DESCRIPTION
 GO0160
 GO0160'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 GO0160'70.6 KM (43.85 MI) SOUT FROM SHIPROCK.
 GO0160'70.6 KM (43.85 MI) SOUTHERLY ALONG U.S. HIGHWAY 666 FROM ITS JUNCTION
 GO0160'WITH STATE HIGHWAY 504 IN SHIPROCK, 32.0 METERS (105.0 FT) WEST OF THE
 GO0160'CENTERLINE OF THE HIGHWAY, 31.7 METERS (104.0 FT) NORTH OF THE
 GO0160'CENTERLINE OF THE HIGHWAY, 31.7 METERS (104.0 FT) NORTH OF THE
 GO0160'CENTERLINE OF STATE HIGHWAY 134, 27.0 METERS (88.6 FT) EAST OF THE
 GO0160'CENTER OF A CATTLE GUARD AND PAVED ROAD LEADING NORTH, AND 1.1 METERS
 GO0160'(3.6 FT) NORTH OF A FENCE CORNER.  NOTE=ACCESS TO THE DATUM POINT IS
 GO0160'THROUGH A 5-INCH LOGO CAP.
 GO0160'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST AND FENCE
 GO0160'THE MARK IS 1.9 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0419 ***********************************************************************
 GN0419  DESIGNATION -  J 437
 GN0419  PID         -  GN0419
 GN0419  STATE/COUNTY-  NM/TAOS
 GN0419  USGS QUAD   -  OJO CALIENTE (1995)
 GN0419
 GN0419                         *CURRENT SURVEY CONTROL
 GN0419  ___________________________________________________________________
 GN0419* NAD 83(1986)-  36 19 45.     (N)    106 00 33.     (W)     SCALED    
 GN0419* NAVD 88     -      1962.608  (meters)    6438.99   (feet)  ADJUSTED  
 GN0419  ___________________________________________________________________
 GN0419  GEOID HEIGHT-         -18.31  (meters)                     GEOID03
 GN0419  DYNAMIC HT  -        1959.989 (meters)    6430.40  (feet)  COMP
 GN0419  MODELED GRAV-     979,228.3   (mgal)                       NAVD 88
 GN0419
 GN0419  VERT ORDER  -  FIRST     CLASS II
 GN0419
 GN0419.The horizontal coordinates were scaled from a topographic map and have
 GN0419.an estimated accuracy of +/- 6 seconds.
 GN0419
 GN0419.The orthometric height was determined by differential leveling
 GN0419.and adjusted by the National Geodetic Survey in June 1991..
 GN0419
 GN0419.The geoid height was determined by GEOID03.
 GN0419
 GN0419.The dynamic height is computed by dividing the NAVD 88
 GN0419.geopotential number by the normal gravity value computed on the
 GN0419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GN0419.degrees latitude (g = 980.6199 gals.).
 GN0419
 GN0419.The modeled gravity was interpolated from observed gravity values.
 GN0419
 GN0419;                    North         East    Units  Estimated Accuracy
 GN0419;SPC NM C     -   591,060.      521,620.      MT  (+/- 180 meters Scaled)
 GN0419
 GN0419                          SUPERSEDED SURVEY CONTROL
 GN0419
 GN0419.No superseded survey control is available for this station.
 GN0419
 GN0419_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDA094209(NAD 83)
 GN0419_MARKER: I = METAL ROD
 GN0419_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GN0419_SP_SET: STAINLESS STEEL ROD
 GN0419_STAMPING: J 437 1984
 GN0419_MARK LOGO: NGS   
 GN0419_PROJECTION: FLUSH
 GN0419_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GN0419_ROD/PIPE-DEPTH: 3.7  meters
 GN0419
 GN0419  HISTORY     - Date     Condition        Report By
 GN0419  HISTORY     - 1984     MONUMENTED       NGS
 GN0419
 GN0419                          STATION DESCRIPTION
 GN0419
 GN0419'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 GN0419'12.1 KM (7.5 MI) SOUTH FROM TAOS JUNCTION.
 GN0419'12.1 KM (7.5 MI) SOUTHERLY ALONG U.S. HIGHWAY 285 FROM ITS JUNCTION
 GN0419'WITH STATE HIGHWAY 96 IN TAOS JUNCTION, 30.0 M (98.4 FT) SOUTH OF THE
 GN0419'CENTERLINE OF THE HIGHWAY, 24.3 M (79.7 FT) EAST OF THE SOUTHEAST END
 GN0419'OF A METAL CULVERT, AND 22.7 M (74.5 FT) EAST-SOUTHEAST OF MILEPOST
 GN0419'356.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 GN0419'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST AND FENCE
 GN0419'THE MARK IS 1.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0877 ***********************************************************************
 FO0877  DESIGNATION -  J 438
 FO0877  PID         -  FO0877
 FO0877  STATE/COUNTY-  NM/SANDOVAL
 FO0877  USGS QUAD   -  BERNALILLO (1990)
 FO0877
 FO0877                         *CURRENT SURVEY CONTROL
 FO0877  ___________________________________________________________________
 FO0877* NAD 83(1986)-  35 17 04.     (N)    106 33 36.     (W)     SCALED    
 FO0877* NAVD 88     -      1536.370  (meters)    5040.57   (feet)  ADJUSTED  
 FO0877  ___________________________________________________________________
 FO0877  GEOID HEIGHT-         -20.81  (meters)                     GEOID03
 FO0877  DYNAMIC HT  -        1534.310 (meters)    5033.82  (feet)  COMP
 FO0877  MODELED GRAV-     979,239.9   (mgal)                       NAVD 88
 FO0877
 FO0877  VERT ORDER  -  FIRST     CLASS II
 FO0877
 FO0877.The horizontal coordinates were scaled from a topographic map and have
 FO0877.an estimated accuracy of +/- 6 seconds.
 FO0877
 FO0877.The orthometric height was determined by differential leveling
 FO0877.and adjusted by the National Geodetic Survey in June 1991..
 FO0877
 FO0877.The geoid height was determined by GEOID03.
 FO0877
 FO0877.The dynamic height is computed by dividing the NAVD 88
 FO0877.geopotential number by the normal gravity value computed on the
 FO0877.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0877.degrees latitude (g = 980.6199 gals.).
 FO0877
 FO0877.The modeled gravity was interpolated from observed gravity values.
 FO0877
 FO0877;                    North         East    Units  Estimated Accuracy
 FO0877;SPC NM C     -   475,170.      471,800.      MT  (+/- 180 meters Scaled)
 FO0877
 FO0877                          SUPERSEDED SURVEY CONTROL
 FO0877
 FO0877.No superseded survey control is available for this station.
 FO0877
 FO0877_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV581057(NAD 83)
 FO0877_MARKER: I = METAL ROD
 FO0877_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FO0877_SP_SET: STAINLESS STEEL ROD
 FO0877_STAMPING: J 438 1984
 FO0877_MARK LOGO: NGS   
 FO0877_PROJECTION: FLUSH
 FO0877_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FO0877_ROD/PIPE-DEPTH: 12.2 meters
 FO0877
 FO0877  HISTORY     - Date     Condition        Report By
 FO0877  HISTORY     - 1984     MONUMENTED       NGS
 FO0877  HISTORY     - 20050530 GOOD             GEOCAC
 FO0877
 FO0877                          STATION DESCRIPTION
 FO0877
 FO0877'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FO0877'4.1 KM (2.55 MI) SW FROM BERNALILLO.
 FO0877'4.1 KM (2.55 MI) SOUTHWESTERLY ALONG THE ATCHISON TOPEKA AND SANTA FE
 FO0877'RAILROAD FROM ITS JUNCTION WITH STATE HIGHWAY 44 IN BERNALILLO, 0.7 KM
 FO0877'(0.45 MI) SOUTH OF MILEPOST 887, 99.0 M (324.8 FT) NORTHEAST OF
 FO0877'RAILROAD SIGNAL NUMBER 8871, 14.0 M (45.9 FT) EAST-SOUTHEAST OF THE
 FO0877'NEAR RAIL, AND 7.0 M (23.0 FT) NORTH-NORTHEAST OF A UTILITY POLE.
 FO0877'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 FO0877'THE MARK IS 0.5 METERS  WNW FROM  A WITNESS POST AND FENCE
 FO0877'THE MARK IS 0.3 M BELOW THE TRACKS.
 FO0877
 FO0877                          STATION RECOVERY (2005)
 FO0877
 FO0877'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 FO0877'HANDHELD COORDINATES FOLLOW
 FO0877'35 17.095N
 FO0877'106 33.569W
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0413 ***********************************************************************
 FN0413  DESIGNATION -  J 439
 FN0413  PID         -  FN0413
 FN0413  STATE/COUNTY-  NM/SANTA FE
 FN0413  USGS QUAD   -  SANTA FE (1993)
 FN0413
 FN0413                         *CURRENT SURVEY CONTROL
 FN0413  ___________________________________________________________________
 FN0413* NAD 83(1986)-  35 43 54.     (N)    105 55 55.     (W)     SCALED    
 FN0413* NAVD 88     -      2183.610  (meters)    7164.06   (feet)  ADJUSTED  
 FN0413  ___________________________________________________________________
 FN0413  GEOID HEIGHT-         -18.25  (meters)                     GEOID03
 FN0413  DYNAMIC HT  -        2180.564 (meters)    7154.07  (feet)  COMP
 FN0413  MODELED GRAV-     979,159.7   (mgal)                       NAVD 88
 FN0413
 FN0413  VERT ORDER  -  FIRST     CLASS II
 FN0413
 FN0413.The horizontal coordinates were scaled from a topographic map and have
 FN0413.an estimated accuracy of +/- 6 seconds.
 FN0413
 FN0413.The orthometric height was determined by differential leveling
 FN0413.and adjusted by the National Geodetic Survey in June 1991..
 FN0413
 FN0413.The geoid height was determined by GEOID03.
 FN0413
 FN0413.The dynamic height is computed by dividing the NAVD 88
 FN0413.geopotential number by the normal gravity value computed on the
 FN0413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FN0413.degrees latitude (g = 980.6199 gals.).
 FN0413
 FN0413.The modeled gravity was interpolated from observed gravity values.
 FN0413
 FN0413;                    North         East    Units  Estimated Accuracy
 FN0413;SPC NM C     -   524,790.      528,770.      MT  (+/- 180 meters Scaled)
 FN0413
 FN0413                          SUPERSEDED SURVEY CONTROL
 FN0413
 FN0413.No superseded survey control is available for this station.
 FN0413
 FN0413_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV157545(NAD 83)
 FN0413_MARKER: I = METAL ROD
 FN0413_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FN0413_SP_SET: STAINLESS STEEL ROD
 FN0413_STAMPING: J 439 1984
 FN0413_MARK LOGO: NGS   
 FN0413_PROJECTION: FLUSH
 FN0413_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FN0413_ROD/PIPE-DEPTH: 4.0  meters
 FN0413
 FN0413  HISTORY     - Date     Condition        Report By
 FN0413  HISTORY     - 1984     MONUMENTED       NGS
 FN0413
 FN0413                          STATION DESCRIPTION
 FN0413
 FN0413'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FN0413'6.7 KM (4.15 MI) NORTH FROM SANTA FE.
 FN0413'6.7 KM (4.15 MI) NORTHERLY ALONG U.S. HIGHWAY 285 (ST. FRANCIS DRIVE)
 FN0413'FROM ITS JUNCTION WITH U.S. HIGHWAY 85 (CERRILLOS ROAD) IN SANTA FE,
 FN0413'1.1 KM (0.7 MI) SOUTH OF THE INTERSECTION OF STATE HIGHWAY 22, 0.7 KM
 FN0413'(0.45 MI) SOUTH OF A DIRT ROAD AT THE END OF A CENTER DIVIDER OF THE
 FN0413'HIGHWAY, 30.5 M (100.1 FT) SOUTH OF THE CENTER OF THE EAST END OF A
 FN0413'DRAINAGE PIPE, 16.5 M (54.1 FT) EAST OF THE CENTERLINE OF THE NORTH
 FN0413'BOUND LANES OF THE HIGHWAY, AND 5.5 M (18.0 FT) EAST-NORTHEAST OF A
 FN0413'GAS PIPE. NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 FN0413'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 FN0413'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0144 ***********************************************************************
 ER0144  DESIGNATION -  J 44
 ER0144  PID         -  ER0144
 ER0144  STATE/COUNTY-  NM/CIBOLA
 ER0144  USGS QUAD   -  FENCE LAKE (1972)
 ER0144
 ER0144                         *CURRENT SURVEY CONTROL
 ER0144  ___________________________________________________________________
 ER0144* NAD 83(1986)-  34 38 02.     (N)    108 38 45.     (W)     SCALED    
 ER0144* NAVD 88     -      2134.229  (meters)    7002.05   (feet)  ADJUSTED  
 ER0144  ___________________________________________________________________
 ER0144  GEOID HEIGHT-         -21.66  (meters)                     GEOID03
 ER0144  DYNAMIC HT  -        2131.033 (meters)    6991.56  (feet)  COMP
 ER0144  MODELED GRAV-     979,061.0   (mgal)                       NAVD 88
 ER0144
 ER0144  VERT ORDER  -  SECOND    CLASS 0
 ER0144
 ER0144.The horizontal coordinates were scaled from a topographic map and have
 ER0144.an estimated accuracy of +/- 6 seconds.
 ER0144
 ER0144.The orthometric height was determined by differential leveling
 ER0144.and adjusted by the National Geodetic Survey in June 1991..
 ER0144
 ER0144.The geoid height was determined by GEOID03.
 ER0144
 ER0144.The dynamic height is computed by dividing the NAVD 88
 ER0144.geopotential number by the normal gravity value computed on the
 ER0144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0144.degrees latitude (g = 980.6199 gals.).
 ER0144
 ER0144.The modeled gravity was interpolated from observed gravity values.
 ER0144
 ER0144;                    North         East    Units  Estimated Accuracy
 ER0144;SPC NM W     -   403,270.      755,510.      MT  (+/- 180 meters Scaled)
 ER0144
 ER0144                          SUPERSEDED SURVEY CONTROL
 ER0144
 ER0144  NGVD 29 (??/??/92) 2133.242  (m)         6998.81   (f) ADJ UNCH    2 0
 ER0144
 ER0144.Superseded values are not recommended for survey control.
 ER0144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0144.See file dsdata.txt to determine how the superseded data were derived.
 ER0144
 ER0144_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYD157349(NAD 83)
 ER0144_MARKER: DB = BENCH MARK DISK
 ER0144_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 ER0144_SP_SET: UNSPECIFIED ROCK
 ER0144_STAMPING: J 44 1934
 ER0144_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ER0144
 ER0144  HISTORY     - Date     Condition        Report By
 ER0144  HISTORY     - 1934     MONUMENTED       CGS
 ER0144  HISTORY     - 1972     GOOD             NGS
 ER0144
 ER0144                          STATION DESCRIPTION
 ER0144
 ER0144'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ER0144'8.9 MI S FROM ATARQUE.
 ER0144'8.9 MI. S. ALONG SALT LAKE AND QUEMADO ROAD.  ON THE WEST SIDE OF
 ER0144'FENCE LAKE, 180 FEET WEST OF SHORE LINE AND 100 FEET WEST OF CENTER
 ER0144'LINE OF ROAD, SET ON ROCK, ABOUT 2 FEET BY 4 FEET, ON WEST EDGE OF
 ER0144'SANDSTONE OUTCROP.
 ER0144
 ER0144                          STATION RECOVERY (1972)
 ER0144
 ER0144'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 ER0144'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0399 ***********************************************************************
 GN0399  DESIGNATION -  J 440
 GN0399  PID         -  GN0399
 GN0399  STATE/COUNTY-  NM/RIO ARRIBA
 GN0399  USGS QUAD   -  SAN JUAN PUEBLO (1977)
 GN0399
 GN0399                         *CURRENT SURVEY CONTROL
 GN0399  ___________________________________________________________________
 GN0399* NAD 83(1986)-  36 03 04.     (N)    106 06 48.     (W)     SCALED    
 GN0399* NAVD 88     -      1740.311  (meters)    5709.67   (feet)  ADJUSTED  
 GN0399  ___________________________________________________________________
 GN0399  GEOID HEIGHT-         -19.13  (meters)                     GEOID03
 GN0399  DYNAMIC HT  -        1737.972 (meters)    5702.00  (feet)  COMP
 GN0399  MODELED GRAV-     979,228.2   (mgal)                       NAVD 88
 GN0399
 GN0399  VERT ORDER  -  FIRST     CLASS II
 GN0399
 GN0399.The horizontal coordinates were scaled from a topographic map and have
 GN0399.an estimated accuracy of +/- 6 seconds.
 GN0399
 GN0399.The orthometric height was determined by differential leveling
 GN0399.and adjusted by the National Geodetic Survey in June 1991..
 GN0399
 GN0399.The geoid height was determined by GEOID03.
 GN0399
 GN0399.The dynamic height is computed by dividing the NAVD 88
 GN0399.geopotential number by the normal gravity value computed on the
 GN0399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GN0399.degrees latitude (g = 980.6199 gals.).
 GN0399
 GN0399.The modeled gravity was interpolated from observed gravity values.
 GN0399
 GN0399;                    North         East    Units  Estimated Accuracy
 GN0399;SPC NM C     -   560,190.      512,310.      MT  (+/- 180 meters Scaled)
 GN0399
 GN0399                          SUPERSEDED SURVEY CONTROL
 GN0399
 GN0399.No superseded survey control is available for this station.
 GN0399
 GN0399_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV997901(NAD 83)
 GN0399_MARKER: I = METAL ROD
 GN0399_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GN0399_SP_SET: STAINLESS STEEL ROD
 GN0399_STAMPING: J 440 1984
 GN0399_MARK LOGO: NGS   
 GN0399_PROJECTION: FLUSH
 GN0399_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GN0399_ROD/PIPE-DEPTH: 15.9 meters
 GN0399
 GN0399  HISTORY     - Date     Condition        Report By
 GN0399  HISTORY     - 1984     MONUMENTED       NGS
 GN0399
 GN0399                          STATION DESCRIPTION
 GN0399
 GN0399'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 GN0399'8.6 KM (5.35 MI) NORTH FROM ESPANOLA.
 GN0399'8.6 KM (5.35 MI) NORTHERLY ALONG U.S. HIGHWAY 285 FROM ITS JUNCTION
 GN0399'WITH STATE HIGHWAY 68 IN ESPANOLA, 30.9 M (101.4 FT) SOUTHWEST OF THE
 GN0399'CENTERLINE OF THE HIGHWAY, 21.5 M (70.5 FT) WEST OF THE CENTER OF A
 GN0399'PRIVATE DRIVEWAY LEADING SOUTHWEST, AND 20.5 M (67.3 FT) SOUTHWEST OF
 GN0399'THE CENTER OF THE SOUTHWEST END OF A METAL CULVERT.  NOTE=ACCESS TO
 GN0399'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 GN0399'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST AND FENCE
 GN0399'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0591 ***********************************************************************
 GM0591  DESIGNATION -  J 441
 GM0591  PID         -  GM0591
 GM0591  STATE/COUNTY-  NM/TAOS
 GM0591  USGS QUAD   -  TRES PIEDRAS (1963)
 GM0591
 GM0591                         *CURRENT SURVEY CONTROL
 GM0591  ___________________________________________________________________
 GM0591* NAD 83(1986)-  36 39 17.     (N)    105 58 05.     (W)     SCALED    
 GM0591* NAVD 88     -      2472.043  (meters)    8110.36   (feet)  ADJUSTED  
 GM0591  ___________________________________________________________________
 GM0591  GEOID HEIGHT-         -17.07  (meters)                     GEOID03
 GM0591  DYNAMIC HT  -        2468.597 (meters)    8099.06  (feet)  COMP
 GM0591  MODELED GRAV-     979,148.2   (mgal)                       NAVD 88
 GM0591
 GM0591  VERT ORDER  -  FIRST     CLASS II
 GM0591
 GM0591.The horizontal coordinates were scaled from a topographic map and have
 GM0591.an estimated accuracy of +/- 6 seconds.
 GM0591
 GM0591.The orthometric height was determined by differential leveling
 GM0591.and adjusted by the National Geodetic Survey in June 1991..
 GM0591
 GM0591.The geoid height was determined by GEOID03.
 GM0591
 GM0591.The dynamic height is computed by dividing the NAVD 88
 GM0591.geopotential number by the normal gravity value computed on the
 GM0591.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GM0591.degrees latitude (g = 980.6199 gals.).
 GM0591
 GM0591.The modeled gravity was interpolated from observed gravity values.
 GM0591
 GM0591;                    North         East    Units  Estimated Accuracy
 GM0591;SPC NM C     -   627,190.      525,210.      MT  (+/- 180 meters Scaled)
 GM0591
 GM0591                          SUPERSEDED SURVEY CONTROL
 GM0591
 GM0591.No superseded survey control is available for this station.
 GM0591
 GM0591_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDA134570(NAD 83)
 GM0591_MARKER: DB = BENCH MARK DISK
 GM0591_SETTING: 66 = SET IN ROCK OUTCROP
 GM0591_SP_SET: ROCK OUTCROP
 GM0591_STAMPING: J 441 1984
 GM0591_MARK LOGO: NGS   
 GM0591_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GM0591+STABILITY: POSITION/ELEVATION WELL
 GM0591_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GM0591+SATELLITE: SATELLITE OBSERVATIONS - September 25, 2004
 GM0591
 GM0591  HISTORY     - Date     Condition        Report By
 GM0591  HISTORY     - 1984     MONUMENTED       NGS
 GM0591  HISTORY     - 20040925 GOOD             GEOCAC
 GM0591
 GM0591                          STATION DESCRIPTION
 GM0591
 GM0591'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 GM0591'1.1 KM (0.7 MI) NORTH FROM TRES PIEDRAS.
 GM0591'1.1 KM (0.7 MI) NORTHERLY ALONG U.S. HIGHWAY 285 FROM ITS JUNCTION
 GM0591'WITH U.S. HIGHWAY 64 IN TRES PIEDRAS, NEAR THE CENTER OF A 40 BY 110
 GM0591'FOOT EXPOSED AREA OF OUTCROPPING BEDROCK, 45.1 M (148.0 FT) SOUTH OF
 GM0591'THE SOUTHEAST CORNER OF A STATE HIGHWAY WEIGHT STATION BUILDING, 36.0
 GM0591'M (118.1 FT) WEST OF THE CENTERLINE OF THE HIGHWAY, 31.1 M
 GM0591'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 GM0591'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
 GM0591
 GM0591                          STATION RECOVERY (2004)
 GM0591
 GM0591'RECOVERY NOTE BY GEOCACHING 2004 (TWS)
 GM0591'RECOVERED IN GOOD CONDITION.  NO WITNESS POST.  WEIGH STATION
 GM0591'ABANDONED AND PARTIALLY DESTROYED. HANDHELD GPS COORDINATES N36 39
 GM0591'17.4, W105 58 04.3.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1417 ***********************************************************************
 CX1417  DESIGNATION -  J 443
 CX1417  PID         -  CX1417
 CX1417  STATE/COUNTY-  NM/DONA ANA
 CX1417  USGS QUAD   -  WHITE SANDS (1955)
 CX1417
 CX1417                         *CURRENT SURVEY CONTROL
 CX1417  ___________________________________________________________________
 CX1417* NAD 83(1986)-  32 27 10.     (N)    106 25 29.     (W)     SCALED    
 CX1417* NAVD 88     -      1203.546  (meters)    3948.63   (feet)  ADJUSTED  
 CX1417  ___________________________________________________________________
 CX1417  GEOID HEIGHT-         -23.62  (meters)                     GEOID03
 CX1417  DYNAMIC HT  -        1201.748 (meters)    3942.73  (feet)  COMP
 CX1417  MODELED GRAV-     979,103.9   (mgal)                       NAVD 88
 CX1417
 CX1417  VERT ORDER  -  FIRST     CLASS I
 CX1417
 CX1417.The horizontal coordinates were scaled from a topographic map and have
 CX1417.an estimated accuracy of +/- 6 seconds.
 CX1417
 CX1417.The orthometric height was determined by differential leveling
 CX1417.and adjusted by the National Geodetic Survey in June 1991..
 CX1417
 CX1417.The geoid height was determined by GEOID03.
 CX1417
 CX1417.The dynamic height is computed by dividing the NAVD 88
 CX1417.geopotential number by the normal gravity value computed on the
 CX1417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX1417.degrees latitude (g = 980.6199 gals.).
 CX1417
 CX1417.The modeled gravity was interpolated from observed gravity values.
 CX1417
 CX1417;                    North         East    Units  Estimated Accuracy
 CX1417;SPC NM C     -   161,080.      483,570.      MT  (+/- 180 meters Scaled)
 CX1417
 CX1417                          SUPERSEDED SURVEY CONTROL
 CX1417
 CX1417.No superseded survey control is available for this station.
 CX1417
 CX1417_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR660915(NAD 83)
 CX1417_MARKER: I = METAL ROD
 CX1417_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CX1417_SP_SET: STAINLESS STEEL ROD
 CX1417_STAMPING: J 443 1986
 CX1417_MARK LOGO: NGS   
 CX1417_PROJECTION: FLUSH
 CX1417_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CX1417_ROD/PIPE-DEPTH: 10.7 meters
 CX1417
 CX1417  HISTORY     - Date     Condition        Report By
 CX1417  HISTORY     - 1986     MONUMENTED       NGS
 CX1417
 CX1417                          STATION DESCRIPTION
 CX1417
 CX1417'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 CX1417'17.0 KM (10.55 MI) NE FROM WHITE SANDS MISSILE RANGE.
 CX1417'7.0 KM (4.35 MI) NORTHEAST OF THE INTERSECTION OF US HIGHWAY 70 AND
 CX1417'WSMR ROUTE 1, THE ROAD TO WHITE SANDS MISSILE RANGE HEADQUARTERS,
 CX1417'THENCE 0.1 KM (0.05 MI) SOUTHEAST THROUGH GATE 14 TO A SIDE ROAD RIGHT
 CX1417'ALONG THE SOUTHEAST SIDE OF THE RIGHT-OF-WAY FENCE, THENCE 2.9 KM
 CX1417'(1.8 MI) SOUTHWEST TO A DIM TRACK ROAD, THENCE 0.5 KM (0.3 MI) SOUTH
 CX1417'ALONG A DIM TRACK ROAD AND 8.4 METERS (28 FT) NORTHEAST OF THE DIM
 CX1417'TRACK ROAD.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO
 CX1417'CAP.
 CX1417'THE MARK IS 1.3 METERS  NNW FROM  A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0088 ***********************************************************************
 ER0088  DESIGNATION -  J 45
 ER0088  PID         -  ER0088
 ER0088  STATE/COUNTY-  NM/CATRON
 ER0088  USGS QUAD   -  ARMSTRONG CANYON (1972)
 ER0088
 ER0088                         *CURRENT SURVEY CONTROL
 ER0088  ___________________________________________________________________
 ER0088* NAD 83(1986)-  34 17 08.     (N)    108 37 11.     (W)     SCALED    
 ER0088* NAVD 88     -      2317.097  (meters)    7602.01   (feet)  ADJUSTED  
 ER0088  ___________________________________________________________________
 ER0088  GEOID HEIGHT-         -21.65  (meters)                     GEOID03
 ER0088  DYNAMIC HT  -        2313.488 (meters)    7590.17  (feet)  COMP
 ER0088  MODELED GRAV-     978,994.6   (mgal)                       NAVD 88
 ER0088
 ER0088  VERT ORDER  -  SECOND    CLASS 0
 ER0088
 ER0088.The horizontal coordinates were scaled from a topographic map and have
 ER0088.an estimated accuracy of +/- 6 seconds.
 ER0088
 ER0088.The orthometric height was determined by differential leveling
 ER0088.and adjusted by the National Geodetic Survey in June 1991..
 ER0088
 ER0088.The geoid height was determined by GEOID03.
 ER0088
 ER0088.The dynamic height is computed by dividing the NAVD 88
 ER0088.geopotential number by the normal gravity value computed on the
 ER0088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0088.degrees latitude (g = 980.6199 gals.).
 ER0088
 ER0088.The modeled gravity was interpolated from observed gravity values.
 ER0088
 ER0088;                    North         East    Units  Estimated Accuracy
 ER0088;SPC NM W     -   364,610.      757,600.      MT  (+/- 180 meters Scaled)
 ER0088
 ER0088                          SUPERSEDED SURVEY CONTROL
 ER0088
 ER0088  NGVD 29 (??/??/92) 2316.092  (m)         7598.71   (f) ADJ UNCH    2 0
 ER0088
 ER0088.Superseded values are not recommended for survey control.
 ER0088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0088.See file dsdata.txt to determine how the superseded data were derived.
 ER0088
 ER0088_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYC190963(NAD 83)
 ER0088_MARKER: DB = BENCH MARK DISK
 ER0088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ER0088_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ER0088_STAMPING: J 45 1934
 ER0088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0088+STABILITY: SURFACE MOTION
 ER0088
 ER0088  HISTORY     - Date     Condition        Report By
 ER0088  HISTORY     - 1934     MONUMENTED       CGS
 ER0088  HISTORY     - 1972     GOOD             NGS
 ER0088  HISTORY     - 1972     GOOD             USGS
 ER0088
 ER0088                          STATION DESCRIPTION
 ER0088
 ER0088'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ER0088'8.5 MI W FROM QUEMADO.
 ER0088'8.5 MILES WEST ALONG U.S. HWY. 60 ON U.S. HWY. 60, 1.0 MILE EAST OF
 ER0088'INTERSECTION WITH APACHE CREEK HWY., AND 28 FT. SOUTH OF CENTER LINE
 ER0088'OF HWY.
 ER0088
 ER0088                          STATION RECOVERY (1972)
 ER0088
 ER0088'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 ER0088'RECOVERED IN GOOD CONDITION.
 ER0088
 ER0088                          STATION RECOVERY (1972)
 ER0088
 ER0088'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 ER0088'TO REACH THE MARK FROM THE POST OFFICE IN QUEMADO HEAD SOUTHWEST
 ER0088'ALONG U.S. 60, 7.8 MILES TO THE JUNCTION OF STATE HIGHWAY 32. TURN
 ER0088'LEFT, SOUTH, AND FOLLOW HIGHWAY 1.1 MILES TO MARK ON SOUTH SIDE OF
 ER0088'HIGHWAY. MARK IS 0.15 MILE WEST OF A ROAD SOUTH TO A RANCH AND 25'
 ER0088'SOUTHEAST OF THE HIGHWAY AND 9' EAST OF A POWERPOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0154 ***********************************************************************
 ER0154  DESIGNATION -  J 46
 ER0154  PID         -  ER0154
 ER0154  STATE/COUNTY-  NM/CIBOLA
 ER0154  USGS QUAD   -  MESITA DE YESO (1972)
 ER0154
 ER0154                         *CURRENT SURVEY CONTROL
 ER0154  ___________________________________________________________________
 ER0154* NAD 83(1986)-  34 47 19.     (N)    108 41 37.     (W)     SCALED    
 ER0154* NAVD 88     -      2118.749  (meters)    6951.26   (feet)  ADJUSTED  
 ER0154  ___________________________________________________________________
 ER0154  GEOID HEIGHT-         -21.79  (meters)                     GEOID03
 ER0154  DYNAMIC HT  -        2115.595 (meters)    6940.91  (feet)  COMP
 ER0154  MODELED GRAV-     979,070.4   (mgal)                       NAVD 88
 ER0154
 ER0154  VERT ORDER  -  SECOND    CLASS 0
 ER0154
 ER0154.The horizontal coordinates were scaled from a topographic map and have
 ER0154.an estimated accuracy of +/- 6 seconds.
 ER0154
 ER0154.The orthometric height was determined by differential leveling
 ER0154.and adjusted by the National Geodetic Survey in June 1991..
 ER0154
 ER0154.The geoid height was determined by GEOID03.
 ER0154
 ER0154.The dynamic height is computed by dividing the NAVD 88
 ER0154.geopotential number by the normal gravity value computed on the
 ER0154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0154.degrees latitude (g = 980.6199 gals.).
 ER0154
 ER0154.The modeled gravity was interpolated from observed gravity values.
 ER0154
 ER0154;                    North         East    Units  Estimated Accuracy
 ER0154;SPC NM W     -   420,470.      751,270.      MT  (+/- 180 meters Scaled)
 ER0154
 ER0154                          SUPERSEDED SURVEY CONTROL
 ER0154
 ER0154  NGVD 29 (??/??/92) 2117.758  (m)         6948.01   (f) ADJ UNCH    2 0
 ER0154
 ER0154.Superseded values are not recommended for survey control.
 ER0154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0154.See file dsdata.txt to determine how the superseded data were derived.
 ER0154
 ER0154_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYD110520(NAD 83)
 ER0154_MARKER: DB = BENCH MARK DISK
 ER0154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ER0154_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ER0154_STAMPING: J 46 1934
 ER0154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0154+STABILITY: SURFACE MOTION
 ER0154
 ER0154  HISTORY     - Date     Condition        Report By
 ER0154  HISTORY     - 1934     MONUMENTED       CGS
 ER0154  HISTORY     - 1972     MARK NOT FOUND   NGS
 ER0154  HISTORY     - 1972     MARK NOT FOUND   USGS
 ER0154
 ER0154                          STATION DESCRIPTION
 ER0154
 ER0154'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ER0154'4.8 MI NE FROM ATARQUE.
 ER0154'4.8 MI. N. E. ALONG ROAD TO GRANTS WHERE ROAD BEGINS TO DROP INTO
 ER0154'LARGE OPEN VALLEY AND 18 FEET SOUTH OF CENTER LINE OF ROAD.
 ER0154
 ER0154                          STATION RECOVERY (1972)
 ER0154
 ER0154'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 ER0154'MARK NOT FOUND.
 ER0154
 ER0154                          STATION RECOVERY (1972)
 ER0154
 ER0154'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 ER0154'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0353 ***********************************************************************
 DS0353  DESIGNATION -  J 48
 DS0353  PID         -  DS0353
 DS0353  STATE/COUNTY-  NM/SIERRA
 DS0353  USGS QUAD   -  LUMLEY LAKE (1982)
 DS0353
 DS0353                         *CURRENT SURVEY CONTROL
 DS0353  ___________________________________________________________________
 DS0353* NAD 83(1986)-  33 07 10.     (N)    106 22 50.     (W)     SCALED    
 DS0353* NAVD 88     -      1223.880  (meters)    4015.35   (feet)  ADJUSTED  
 DS0353  ___________________________________________________________________
 DS0353  GEOID HEIGHT-         -23.13  (meters)                     GEOID03
 DS0353  DYNAMIC HT  -        1222.103 (meters)    4009.52  (feet)  COMP
 DS0353  MODELED GRAV-     979,144.3   (mgal)                       NAVD 88
 DS0353
 DS0353  VERT ORDER  -  SECOND    CLASS 0
 DS0353
 DS0353.The horizontal coordinates were scaled from a topographic map and have
 DS0353.an estimated accuracy of +/- 6 seconds.
 DS0353
 DS0353.The orthometric height was determined by differential leveling
 DS0353.and adjusted by the National Geodetic Survey in June 1991..
 DS0353
 DS0353.The geoid height was determined by GEOID03.
 DS0353
 DS0353.The dynamic height is computed by dividing the NAVD 88
 DS0353.geopotential number by the normal gravity value computed on the
 DS0353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0353.degrees latitude (g = 980.6199 gals.).
 DS0353
 DS0353.The modeled gravity was interpolated from observed gravity values.
 DS0353
 DS0353;                    North         East    Units  Estimated Accuracy
 DS0353;SPC NM W     -   235,940.      965,580.      MT  (+/- 180 meters Scaled)
 DS0353
 DS0353                          SUPERSEDED SURVEY CONTROL
 DS0353
 DS0353  NGVD 29 (??/??/92) 1223.252  (m)         4013.29   (f) ADJ UNCH    2 0
 DS0353
 DS0353.Superseded values are not recommended for survey control.
 DS0353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0353.See file dsdata.txt to determine how the superseded data were derived.
 DS0353
 DS0353_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS712653(NAD 83)
 DS0353_MARKER: DB = BENCH MARK DISK
 DS0353_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0353_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0353_STAMPING: J 48 1934
 DS0353_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0353+STABILITY: SURFACE MOTION
 DS0353
 DS0353  HISTORY     - Date     Condition        Report By
 DS0353  HISTORY     - 1934     MONUMENTED       CGS
 DS0353  HISTORY     - 1965     GOOD             NGS
 DS0353
 DS0353                          STATION DESCRIPTION
 DS0353
 DS0353'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 DS0353'21.05 MI W FROM TULAROSA.
 DS0353'TO REACH FROM THE POST OFFICE IN TULAROSA, GO WEST ON HIGHWAY 52 FOR 8
 DS0353'MILES TO THE JUNCTION WITH WSMR 9, CONTINUE WEST ON HIGHWAY 52 FOR
 DS0353'13.05 MILES TO THE BENCH MARK ON THE LEFT, SOUTH OF HIGHWAY 52.  THE
 DS0353'BENCH MARK IS A STANDARD DISK SET IN A SQUARE CONCRETE POST, 33 FEET
 DS0353'SOUTH OF THE CENTER OF THE HIGHWAY AND 2 FEET SOUTHWEST OF A WOODEN
 DS0353'WITNESS POST.  IT IS STAMPED J 48 1934 AND PROJECTS 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0617 ***********************************************************************
 DS0617  DESIGNATION -  J 49
 DS0617  PID         -  DS0617
 DS0617  STATE/COUNTY-  NM/SOCORRO
 DS0617  USGS QUAD   -  SAN ANTONIO (1981)
 DS0617
 DS0617                         *CURRENT SURVEY CONTROL
 DS0617  ___________________________________________________________________
 DS0617* NAD 83(1986)-  33 54 42.     (N)    106 50 14.     (W)     SCALED    
 DS0617* NAVD 88     -      1394.925  (meters)    4576.52   (feet)  ADJUSTED  
 DS0617  ___________________________________________________________________
 DS0617  GEOID HEIGHT-         -22.43  (meters)                     GEOID03
 DS0617  DYNAMIC HT  -        1392.935 (meters)    4569.99  (feet)  COMP
 DS0617  MODELED GRAV-     979,162.5   (mgal)                       NAVD 88
 DS0617
 DS0617  VERT ORDER  -  FIRST     CLASS II
 DS0617
 DS0617.The horizontal coordinates were scaled from a topographic map and have
 DS0617.an estimated accuracy of +/- 6 seconds.
 DS0617
 DS0617.The orthometric height was determined by differential leveling
 DS0617.and adjusted by the National Geodetic Survey in June 1991..
 DS0617.WARNING-Repeat measurements at this control monument indicate possible
 DS0617.vertical movement.
 DS0617
 DS0617.The geoid height was determined by GEOID03.
 DS0617
 DS0617.The dynamic height is computed by dividing the NAVD 88
 DS0617.geopotential number by the normal gravity value computed on the
 DS0617.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0617.degrees latitude (g = 980.6199 gals.).
 DS0617
 DS0617.The modeled gravity was interpolated from observed gravity values.
 DS0617
 DS0617;                    North         East    Units  Estimated Accuracy
 DS0617;SPC NM C     -   323,010.      445,700.      MT  (+/- 180 meters Scaled)
 DS0617
 DS0617                          SUPERSEDED SURVEY CONTROL
 DS0617
 DS0617  NGVD 29 (??/??/92) 1394.241  (m)         4574.27   (f) ADJ UNCH    1 2
 DS0617
 DS0617.Superseded values are not recommended for survey control.
 DS0617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0617.See file dsdata.txt to determine how the superseded data were derived.
 DS0617
 DS0617_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT301538(NAD 83)
 DS0617_MARKER: DB = BENCH MARK DISK
 DS0617_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0617_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0617_STAMPING: J 49 1934
 DS0617_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0617+STABILITY: SURFACE MOTION
 DS0617
 DS0617  HISTORY     - Date     Condition        Report By
 DS0617  HISTORY     - 1934     MONUMENTED       CGS
 DS0617  HISTORY     - 1966     GOOD             NGS
 DS0617
 DS0617                          STATION DESCRIPTION
 DS0617
 DS0617'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 DS0617'2.05 MI E FROM SAN ANTONIO.
 DS0617'ABOUT 1.7 MILES EAST ALONG U.S. HIGHWAY 380 FROM THE POST OFFICE AT
 DS0617'SAN ANTONIO, THENCE 0.35 MILES SOUTH ALONG A PRIVATE ROAD, IN S 33, T
 DS0617'4 R 1 E, 0.3 MILE SOUTHEAST OF A SMALL CEMETERY, 350 FEET EAST OF THE
 DS0617'CENTER LINE OF THE ROAD, 23 FEET SOUTH OF THE CENTER LINE OF OLD U.S.
 DS0617'HIGHWAY 380, 163 FEET SOUTHEAST OF TELEPHONE POLE NUMBER 60, 150 FEET
 DS0617'SOUTH OF A ROW OF TELEPHONE POLES, 1.2 FEET EAST OF A METAL WITNESS
 DS0617'POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0370 ***********************************************************************
 EP0370  DESIGNATION -  J 5
 EP0370  PID         -  EP0370
 EP0370  STATE/COUNTY-  NM/TORRANCE
 EP0370  USGS QUAD   -  PEDERNAL (1978)
 EP0370
 EP0370                         *CURRENT SURVEY CONTROL
 EP0370  ___________________________________________________________________
 EP0370* NAD 83(1986)-  34 39 48.     (N)    105 44 14.     (W)     SCALED    
 EP0370* NAVD 88     -      1931.843  (meters)    6338.05   (feet)  ADJUSTED  
 EP0370  ___________________________________________________________________
 EP0370  GEOID HEIGHT-         -19.76  (meters)                     GEOID03
 EP0370  DYNAMIC HT  -        1929.086 (meters)    6329.01  (feet)  COMP
 EP0370  MODELED GRAV-     979,138.9   (mgal)                       NAVD 88
 EP0370
 EP0370  VERT ORDER  -  FIRST     CLASS II
 EP0370
 EP0370.The horizontal coordinates were scaled from a topographic map and have
 EP0370.an estimated accuracy of +/- 6 seconds.
 EP0370
 EP0370.The orthometric height was determined by differential leveling
 EP0370.and adjusted by the National Geodetic Survey in June 1991..
 EP0370
 EP0370.The geoid height was determined by GEOID03.
 EP0370
 EP0370.The dynamic height is computed by dividing the NAVD 88
 EP0370.geopotential number by the normal gravity value computed on the
 EP0370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EP0370.degrees latitude (g = 980.6199 gals.).
 EP0370
 EP0370.The modeled gravity was interpolated from observed gravity values.
 EP0370
 EP0370;                    North         East    Units  Estimated Accuracy
 EP0370;SPC NM C     -   406,350.      547,000.      MT  (+/- 180 meters Scaled)
 EP0370
 EP0370                          SUPERSEDED SURVEY CONTROL
 EP0370
 EP0370  NGVD 29 (??/??/92) 1931.007  (m)         6335.31   (f) ADJ UNCH    1 2
 EP0370
 EP0370.Superseded values are not recommended for survey control.
 EP0370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EP0370.See file dsdata.txt to determine how the superseded data were derived.
 EP0370
 EP0370_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDU324359(NAD 83)
 EP0370_MARKER: DB = BENCH MARK DISK
 EP0370_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EP0370_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EP0370_STAMPING: J 5 1911 6335.348
 EP0370_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EP0370
 EP0370  HISTORY     - Date     Condition        Report By
 EP0370  HISTORY     - 1911     MONUMENTED       CGS
 EP0370  HISTORY     - 1958     GOOD             NGS
 EP0370
 EP0370                          STATION DESCRIPTION
 EP0370
 EP0370'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 EP0370'18.25 MI W FROM ENCINO.
 EP0370'ABOUT 18.25 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 EP0370'FROM THE STATION AT ENCINO, ABOUT 20.1 MILES NORTHEAST OF THE STATION
 EP0370'AT WILLARD, 117 FEET WEST OF AND ACROSS THE TRACK FROM MILEPOST 822,
 EP0370'82 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 27 FEET NORTHEAST OF A WHITE
 EP0370'TELEPHONE POLE, 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, AND ON
 EP0370'THE TOP OF AN IRON PIPE PROJECTING 1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0009 ***********************************************************************
 DS0009  DESIGNATION -  J 50
 DS0009  PID         -  DS0009
 DS0009  STATE/COUNTY-  NM/LINCOLN
 DS0009  USGS QUAD   -  WAGON CANYON (1982)
 DS0009
 DS0009                         *CURRENT SURVEY CONTROL
 DS0009  ___________________________________________________________________
 DS0009* NAD 83(1986)-  33 44 52.     (N)    106 02 54.     (W)     SCALED    
 DS0009* NAVD 88     -      1653.046  (meters)    5423.37   (feet)  ADJUSTED  
 DS0009  ___________________________________________________________________
 DS0009  GEOID HEIGHT-         -20.82  (meters)                     GEOID03
 DS0009  DYNAMIC HT  -        1650.646 (meters)    5415.49  (feet)  COMP
 DS0009  MODELED GRAV-     979,125.9   (mgal)                       NAVD 88
 DS0009
 DS0009  VERT ORDER  -  FIRST     CLASS II
 DS0009
 DS0009.The horizontal coordinates were scaled from a topographic map and have
 DS0009.an estimated accuracy of +/- 6 seconds.
 DS0009
 DS0009.The orthometric height was determined by differential leveling
 DS0009.and adjusted by the National Geodetic Survey in June 1991..
 DS0009
 DS0009.The geoid height was determined by GEOID03.
 DS0009
 DS0009.The dynamic height is computed by dividing the NAVD 88
 DS0009.geopotential number by the normal gravity value computed on the
 DS0009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0009.degrees latitude (g = 980.6199 gals.).
 DS0009
 DS0009.The modeled gravity was interpolated from observed gravity values.
 DS0009
 DS0009;                    North         East    Units  Estimated Accuracy
 DS0009;SPC NM C     -   304,700.      518,680.      MT  (+/- 180 meters Scaled)
 DS0009
 DS0009                          SUPERSEDED SURVEY CONTROL
 DS0009
 DS0009  NGVD 29 (??/??/92) 1652.333  (m)         5421.03   (f) ADJ UNCH    1 2
 DS0009
 DS0009.Superseded values are not recommended for survey control.
 DS0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0009.See file dsdata.txt to determine how the superseded data were derived.
 DS0009
 DS0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDT029346(NAD 83)
 DS0009_MARKER: DB = BENCH MARK DISK
 DS0009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0009_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0009_STAMPING: J 50 1934
 DS0009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0009+STABILITY: SURFACE MOTION
 DS0009
 DS0009  HISTORY     - Date     Condition        Report By
 DS0009  HISTORY     - 1934     MONUMENTED       CGS
 DS0009  HISTORY     - 1969     GOOD             NGS
 DS0009
 DS0009                          STATION DESCRIPTION
 DS0009
 DS0009'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 DS0009'14.2 MI NW FROM CARRIZOZO.
 DS0009'ABOUT 0.45 MILE NORTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 DS0009'THE STATION AT CARRIZOZO, THENCE 13.75 MILES NORTHWEST ALONG U.S.
 DS0009'HIGHWAY 380, 0.55 MILE WEST OF THE JUNCTION OF THE HIGHWAY AND A
 DS0009'GRAVELED ROAD WHICH LEADS WEST, 0.4 MILE EAST OF THE SOCORRO-LINCOLN
 DS0009'COUNTY LINE, 35 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 95 1/2
 DS0009'FEET EAST OF A SIGN FOR THE VALLEY OF FIRES STATE PARK, 15 FEET NORTH
 DS0009'OF A FENCE, 1.5 FEET EAST OF A METAL WITNESS POST, ABOUT LEVEL WITH
 DS0009'THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 4
 DS0009'INCHES ABOVE THE SURFACE OF THE GROUND.  SEC 31, T 6S, R 9E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0340 ***********************************************************************
 EP0340  DESIGNATION -  J 51
 EP0340  PID         -  EP0340
 EP0340  STATE/COUNTY-  NM/TORRANCE
 EP0340  USGS QUAD   -  CEDARVALE (1995)
 EP0340
 EP0340                         *CURRENT SURVEY CONTROL
 EP0340  ___________________________________________________________________
 EP0340* NAD 83(1986)-  34 22 28.     (N)    105 41 58.     (W)     SCALED    
 EP0340* NAVD 88     -      1944.590  (meters)    6379.88   (feet)  ADJUSTED  
 EP0340  ___________________________________________________________________
 EP0340  GEOID HEIGHT-         -19.90  (meters)                     GEOID03
 EP0340  DYNAMIC HT  -        1941.771 (meters)    6370.63  (feet)  COMP
 EP0340  MODELED GRAV-     979,115.9   (mgal)                       NAVD 88
 EP0340
 EP0340  VERT ORDER  -  SECOND    CLASS 0
 EP0340
 EP0340.The horizontal coordinates were scaled from a topographic map and have
 EP0340.an estimated accuracy of +/- 6 seconds.
 EP0340
 EP0340.The orthometric height was determined by differential leveling
 EP0340.and adjusted by the National Geodetic Survey in June 1991..
 EP0340
 EP0340.The geoid height was determined by GEOID03.
 EP0340
 EP0340.The dynamic height is computed by dividing the NAVD 88
 EP0340.geopotential number by the normal gravity value computed on the
 EP0340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EP0340.degrees latitude (g = 980.6199 gals.).
 EP0340
 EP0340.The modeled gravity was interpolated from observed gravity values.
 EP0340
 EP0340;                    North         East    Units  Estimated Accuracy
 EP0340;SPC NM C     -   374,320.      550,630.      MT  (+/- 180 meters Scaled)
 EP0340
 EP0340                          SUPERSEDED SURVEY CONTROL
 EP0340
 EP0340  NGVD 29 (??/??/92) 1943.747  (m)         6377.11   (f) ADJ UNCH    2 0
 EP0340
 EP0340.Superseded values are not recommended for survey control.
 EP0340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EP0340.See file dsdata.txt to determine how the superseded data were derived.
 EP0340
 EP0340_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDU356038(NAD 83)
 EP0340_MARKER: DB = BENCH MARK DISK
 EP0340_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EP0340_SP_SET: BANISTER
 EP0340_STAMPING: J 51, 1934
 EP0340_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EP0340
 EP0340  HISTORY     - Date     Condition        Report By
 EP0340  HISTORY     - 1934     MONUMENTED       CGS
 EP0340  HISTORY     - 1958     GOOD             NGS
 EP0340
 EP0340                          STATION DESCRIPTION
 EP0340
 EP0340'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EP0340'IN CEDARVALE.
 EP0340'AT THE SCHOOLHOUSE, AT THE E. AND MAIN ENTRANCE, ON THE N. CONCRETE
 EP0340'BANNISTER, 4 FT. W. OF CENTER LINE OF ENTRANCE, 2-1/2 FT. E. OF WALL
 EP0340'AND 2 FT. ABOVE GROUND.
 EP0340
 EP0340                          STATION RECOVERY (1958)
 EP0340
 EP0340'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 EP0340'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0113 ***********************************************************************
 EQ0113  DESIGNATION -  J 52
 EQ0113  PID         -  EQ0113
 EQ0113  STATE/COUNTY-  NM/TORRANCE
 EQ0113  USGS QUAD   -  MORIARTY SOUTH (1986)
 EQ0113
 EQ0113                         *CURRENT SURVEY CONTROL
 EQ0113  ___________________________________________________________________
 EQ0113* NAD 83(1986)-  34 59 24.     (N)    106 02 58.     (W)     SCALED    
 EQ0113* NAVD 88     -      1896.158  (meters)    6220.98   (feet)  ADJUSTED  
 EQ0113  ___________________________________________________________________
 EQ0113  GEOID HEIGHT-         -19.52  (meters)                     GEOID03
 EQ0113  DYNAMIC HT  -        1893.512 (meters)    6212.30  (feet)  COMP
 EQ0113  MODELED GRAV-     979,171.1   (mgal)                       NAVD 88
 EQ0113
 EQ0113  VERT ORDER  -  SECOND    CLASS 0
 EQ0113
 EQ0113.The horizontal coordinates were scaled from a topographic map and have
 EQ0113.an estimated accuracy of +/- 6 seconds.
 EQ0113
 EQ0113.The orthometric height was determined by differential leveling
 EQ0113.and adjusted by the National Geodetic Survey in June 1991..
 EQ0113
 EQ0113.The geoid height was determined by GEOID03.
 EQ0113
 EQ0113.The dynamic height is computed by dividing the NAVD 88
 EQ0113.geopotential number by the normal gravity value computed on the
 EQ0113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0113.degrees latitude (g = 980.6199 gals.).
 EQ0113
 EQ0113.The modeled gravity was interpolated from observed gravity values.
 EQ0113
 EQ0113;                    North         East    Units  Estimated Accuracy
 EQ0113;SPC NM C     -   442,480.      518,310.      MT  (+/- 180 meters Scaled)
 EQ0113
 EQ0113                          SUPERSEDED SURVEY CONTROL
 EQ0113
 EQ0113  NGVD 29 (??/??/92) 1895.301  (m)         6218.17   (f) ADJ UNCH    2 0
 EQ0113
 EQ0113.Superseded values are not recommended for survey control.
 EQ0113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0113.See file dsdata.txt to determine how the superseded data were derived.
 EQ0113
 EQ0113_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDU042724(NAD 83)
 EQ0113_MARKER: DB = BENCH MARK DISK
 EQ0113_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EQ0113_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EQ0113_STAMPING: J-52 1934
 EQ0113_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EQ0113+STABILITY: SURFACE MOTION
 EQ0113
 EQ0113  HISTORY     - Date     Condition        Report By
 EQ0113  HISTORY     - 1934     MONUMENTED       CGS
 EQ0113
 EQ0113                          STATION DESCRIPTION
 EQ0113
 EQ0113'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EQ0113'IN MORIARTY.
 EQ0113'ON THE A.T.S.F. RY. 2 FEET EAST OF MILE POLE NO. 31, 94 FEET SOUTH OF
 EQ0113'THE SOUTH END OF A STOCK CORRAL, 47 FEET WEST OF THE CENTERLINE OF THE
 EQ0113'TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0196 ***********************************************************************
 GN0196  DESIGNATION -  J 53
 GN0196  PID         -  GN0196
 GN0196  STATE/COUNTY-  NM/RIO ARRIBA
 GN0196  USGS QUAD   -  CANJILON (1995)
 GN0196
 GN0196                         *CURRENT SURVEY CONTROL
 GN0196  ___________________________________________________________________
 GN0196* NAD 83(1986)-  36 28 49.     (N)    106 26 13.     (W)     SCALED    
 GN0196* NAVD 88     -      2374.663  (meters)    7790.87   (feet)  ADJUSTED  
 GN0196  ___________________________________________________________________
 GN0196  GEOID HEIGHT-         -17.98  (meters)                     GEOID03
 GN0196  DYNAMIC HT  -        2371.306 (meters)    7779.86  (feet)  COMP
 GN0196  MODELED GRAV-     979,132.9   (mgal)                       NAVD 88
 GN0196
 GN0196  VERT ORDER  -  SECOND    CLASS 0
 GN0196
 GN0196.The horizontal coordinates were scaled from a topographic map and have
 GN0196.an estimated accuracy of +/- 6 seconds.
 GN0196
 GN0196.The orthometric height was determined by differential leveling
 GN0196.and adjusted by the National Geodetic Survey in June 1991..
 GN0196
 GN0196.The geoid height was determined by GEOID03.
 GN0196
 GN0196.The dynamic height is computed by dividing the NAVD 88
 GN0196.geopotential number by the normal gravity value computed on the
 GN0196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GN0196.degrees latitude (g = 980.6199 gals.).
 GN0196
 GN0196.The modeled gravity was interpolated from observed gravity values.
 GN0196
 GN0196;                    North         East    Units  Estimated Accuracy
 GN0196;SPC NM C     -   607,820.      483,250.      MT  (+/- 180 meters Scaled)
 GN0196
 GN0196                          SUPERSEDED SURVEY CONTROL
 GN0196
 GN0196  NGVD 29 (??/??/92) 2373.348  (m)         7786.56   (f) ADJ UNCH    2 0
 GN0196
 GN0196.Superseded values are not recommended for survey control.
 GN0196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0196.See file dsdata.txt to determine how the superseded data were derived.
 GN0196
 GN0196_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCA712381(NAD 83)
 GN0196_MARKER: DB = BENCH MARK DISK
 GN0196_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GN0196_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GN0196_STAMPING: J 53 1934
 GN0196_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GN0196+STABILITY: SURFACE MOTION
 GN0196
 GN0196  HISTORY     - Date     Condition        Report By
 GN0196  HISTORY     - 1934     MONUMENTED       CGS
 GN0196  HISTORY     - 1941     GOOD             NGS
 GN0196  HISTORY     - 1952     GOOD             USGS
 GN0196
 GN0196                          STATION DESCRIPTION
 GN0196
 GN0196'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 GN0196'IN CANJILON.
 GN0196'BENCH MARK IS ABOUT 0.1 MILE NORTHERLY FROM THE POST OFFICE.  IT IS AT
 GN0196'THE SOUTHEASTERLY CORNER OF INTERSECTION OF OLD U. S. HIGHWAY NO. 285
 GN0196'WITH A DIRT ROAD EASTWARD TO EL RITO.  IT IS ON THE OUTSIDE OF CURVE
 GN0196'IN THE HIGHWAY.  IT IS 42 FEET EASTERLY FROM AND ABOUT AT THE SAME
 GN0196'LEVEL WITH CENTER LINE OF THE HIGHWAY.  IT IS 33 FEET SOUTHERLY FROM
 GN0196'CENTER LINE OF THE ROAD TO EL RITO.  IT IS 2.4 FEET WESTERLY FROM A 4
 GN0196'X 4-INCH WOODEN POST.  IT IS 2.0 FEET NORTHERLY FROM WIRE FENCE. STD.
 GN0196'DISK IN CONCRETE POST PROJECTING ABOUT 0.5 FOOT.
 GN0196
 GN0196                          STATION RECOVERY (1952)
 GN0196
 GN0196'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1952
 GN0196'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0618 ***********************************************************************
 GL0618  DESIGNATION -  J 54
 GL0618  PID         -  GL0618
 GL0618  STATE/COUNTY-  NM/UNION
 GL0618  USGS QUAD   -  ROYCE (1966)
 GL0618
 GL0618                         *CURRENT SURVEY CONTROL
 GL0618  ___________________________________________________________________
 GL0618* NAD 83(1986)-  36 28 55.     (N)    103 17 08.     (W)     SCALED    
 GL0618* NAVD 88     -      1603.420  (meters)    5260.55   (feet)  ADJUSTED  
 GL0618  ___________________________________________________________________
 GL0618  GEOID HEIGHT-         -21.59  (meters)                     GEOID03
 GL0618  DYNAMIC HT  -        1601.512 (meters)    5254.29  (feet)  COMP
 GL0618  MODELED GRAV-     979,384.6   (mgal)                       NAVD 88
 GL0618
 GL0618  VERT ORDER  -  FIRST     CLASS II
 GL0618
 GL0618.The horizontal coordinates were scaled from a topographic map and have
 GL0618.an estimated accuracy of +/- 6 seconds.
 GL0618
 GL0618.The orthometric height was determined by differential leveling
 GL0618.and adjusted by the National Geodetic Survey in June 1991..
 GL0618
 GL0618.The geoid height was determined by GEOID03.
 GL0618
 GL0618.The dynamic height is computed by dividing the NAVD 88
 GL0618.geopotential number by the normal gravity value computed on the
 GL0618.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0618.degrees latitude (g = 980.6199 gals.).
 GL0618
 GL0618.The modeled gravity was interpolated from observed gravity values.
 GL0618
 GL0618;                    North         East    Units  Estimated Accuracy
 GL0618;SPC NM E     -   608,500.      258,890.      MT  (+/- 180 meters Scaled)
 GL0618
 GL0618                          SUPERSEDED SURVEY CONTROL
 GL0618
 GL0618  NGVD 29 (??/??/92) 1602.658  (m)         5258.05   (f) ADJ UNCH    1 2
 GL0618
 GL0618.Superseded values are not recommended for survey control.
 GL0618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0618.See file dsdata.txt to determine how the superseded data were derived.
 GL0618
 GL0618_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA535387(NAD 83)
 GL0618_MARKER: DB = BENCH MARK DISK
 GL0618_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0618_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0618_STAMPING: J 54 1934
 GL0618_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0618+STABILITY: SURFACE MOTION
 GL0618_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GL0618+SATELLITE: SATELLITE OBSERVATIONS - August 09, 2005
 GL0618
 GL0618  HISTORY     - Date     Condition        Report By
 GL0618  HISTORY     - 1934     MONUMENTED       CGS
 GL0618  HISTORY     - 1955     GOOD             NGS
 GL0618  HISTORY     - 20040806 GOOD             USPSQD
 GL0618  HISTORY     - 20050809 GOOD             USPSQD
 GL0618
 GL0618                          STATION DESCRIPTION
 GL0618
 GL0618'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GL0618'6.2 MI W FROM CLAYTON.
 GL0618'6.2 MILES WEST ALONG THE COLORADO AND SOUTHERN RAILROAD FROM THE
 GL0618'STATION AT CLAYTON, 110 FEET NORTH OF THE CENTER LINE OF U.S. HIGHWAYS
 GL0618'64 AND 87, 38 FEET SOUTH OF THE SOUTH RAIL, 4 FEET NORTHWEST OF A
 GL0618'TELEPHONE POLE, 1 FOOT SOUTH OF A WITNESS POST, SET IN THE TOP OF A
 GL0618'CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 GL0618
 GL0618                          STATION RECOVERY (2004)
 GL0618
 GL0618'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 GL0618'J 54 PAINTED ON HIGHWAY. SLAT AND ORANGE TAPE AT THE MARK.
 GL0618
 GL0618                          STATION RECOVERY (2005)
 GL0618
 GL0618'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 GL0618'FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1096 ***********************************************************************
 GL1096  DESIGNATION -  J 55
 GL1096  PID         -  GL1096
 GL1096  STATE/COUNTY-  NM/UNION
 GL1096  USGS QUAD   -  CAPULIN (1972)
 GL1096
 GL1096                         *CURRENT SURVEY CONTROL
 GL1096  ___________________________________________________________________
 GL1096* NAD 83(1986)-  36 44 30.     (N)    103 57 09.     (W)     SCALED    
 GL1096* NAVD 88     -      2061.182  (meters)    6762.39   (feet)  ADJUSTED  
 GL1096  ___________________________________________________________________
 GL1096  GEOID HEIGHT-         -18.90  (meters)                     GEOID03
 GL1096  DYNAMIC HT  -        2058.568 (meters)    6753.82  (feet)  COMP
 GL1096  MODELED GRAV-     979,288.9   (mgal)                       NAVD 88
 GL1096
 GL1096  VERT ORDER  -  FIRST     CLASS II
 GL1096
 GL1096.The horizontal coordinates were scaled from a topographic map and have
 GL1096.an estimated accuracy of +/- 6 seconds.
 GL1096
 GL1096.The orthometric height was determined by differential leveling
 GL1096.and adjusted by the National Geodetic Survey in June 1991..
 GL1096.WARNING-Repeat measurements at this control monument indicate possible
 GL1096.vertical movement.
 GL1096
 GL1096.The geoid height was determined by GEOID03.
 GL1096
 GL1096.The dynamic height is computed by dividing the NAVD 88
 GL1096.geopotential number by the normal gravity value computed on the
 GL1096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL1096.degrees latitude (g = 980.6199 gals.).
 GL1096
 GL1096.The modeled gravity was interpolated from observed gravity values.
 GL1096
 GL1096;                    North         East    Units  Estimated Accuracy
 GL1096;SPC NM E     -   636,880.      199,010.      MT  (+/- 180 meters Scaled)
 GL1096
 GL1096                          SUPERSEDED SURVEY CONTROL
 GL1096
 GL1096  NGVD 29 (??/??/92) 2060.171  (m)         6759.08   (f) ADJ UNCH    1 2
 GL1096
 GL1096.Superseded values are not recommended for survey control.
 GL1096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1096.See file dsdata.txt to determine how the superseded data were derived.
 GL1096
 GL1096_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEA935667(NAD 83)
 GL1096_MARKER: DB = BENCH MARK DISK
 GL1096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL1096_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL1096_STAMPING: J 55 1934
 GL1096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL1096+STABILITY: SURFACE MOTION
 GL1096
 GL1096  HISTORY     - Date     Condition        Report By
 GL1096  HISTORY     - 1934     MONUMENTED       CGS
 GL1096  HISTORY     - 1955     GOOD             NGS
 GL1096
 GL1096                          STATION DESCRIPTION
 GL1096
 GL1096'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GL1096'2.65 MI E FROM CAPULIN.
 GL1096'2.3 MILES EAST ALONG U.S. HIGHWAYS 64 AND 87 FROM THE POST OFFICE AT
 GL1096'CAPULIN, THENCE 0.35 MILE SOUTH ACROSS A PASTURE, 55 FEET WEST OF THE
 GL1096'CENTER LINE OF THE OLD ATCHISON, TOPEKA AND SANTA FE RAILROAD GRADE, 3
 GL1096'POLES NORTH OF OLD MILEPOST 37, 16 FEET WEST OF A TELEPHONE POLE, 18
 GL1096'FEET NORTHEAST OF A FENCE, 18.5 FEET NORTH OF A WITNESS POST, SET IN
 GL1096'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0305 ***********************************************************************
 GM0305  DESIGNATION -  J 57
 GM0305  PID         -  GM0305
 GM0305  STATE/COUNTY-  NM/COLFAX
 GM0305  USGS QUAD   -  PALO FLECHADO PASS (1995)
 GM0305
 GM0305                         *CURRENT SURVEY CONTROL
 GM0305  ___________________________________________________________________
 GM0305* NAD 83(1986)-  36 25 27.     (N)    105 19 32.     (W)     SCALED    
 GM0305* NAVD 88     -      2652.819  (meters)    8703.46   (feet)  ADJUSTED  
 GM0305  ___________________________________________________________________
 GM0305  GEOID HEIGHT-         -16.78  (meters)                     GEOID03
 GM0305  DYNAMIC HT  -        2648.985 (meters)    8690.88  (feet)  COMP
 GM0305  MODELED GRAV-     979,090.0   (mgal)                       NAVD 88
 GM0305
 GM0305  VERT ORDER  -  FIRST     CLASS II
 GM0305
 GM0305.The horizontal coordinates were scaled from a topographic map and have
 GM0305.an estimated accuracy of +/- 6 seconds.
 GM0305
 GM0305.The orthometric height was determined by differential leveling
 GM0305.and adjusted by the National Geodetic Survey in June 1991..
 GM0305
 GM0305.The geoid height was determined by GEOID03.
 GM0305
 GM0305.The dynamic height is computed by dividing the NAVD 88
 GM0305.geopotential number by the normal gravity value computed on the
 GM0305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GM0305.degrees latitude (g = 980.6199 gals.).
 GM0305
 GM0305.The modeled gravity was interpolated from observed gravity values.
 GM0305
 GM0305;                    North         East    Units  Estimated Accuracy
 GM0305;SPC NM E     -   602,040.       76,030.      MT  (+/- 180 meters Scaled)
 GM0305
 GM0305                          SUPERSEDED SURVEY CONTROL
 GM0305
 GM0305  NGVD 29 (??/??/92) 2651.568  (m)         8699.35   (f) ADJ UNCH    1 2
 GM0305
 GM0305.Superseded values are not recommended for survey control.
 GM0305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0305.See file dsdata.txt to determine how the superseded data were derived.
 GM0305
 GM0305_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDA708310(NAD 83)
 GM0305_MARKER: DB = BENCH MARK DISK
 GM0305_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GM0305_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GM0305_STAMPING: J 57 1934
 GM0305_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GM0305+STABILITY: SURFACE MOTION
 GM0305
 GM0305  HISTORY     - Date     Condition        Report By
 GM0305  HISTORY     - 1934     MONUMENTED       CGS
 GM0305  HISTORY     - 1957     GOOD             NGS
 GM0305
 GM0305                          STATION DESCRIPTION
 GM0305
 GM0305'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 GM0305'11.75 MI S FROM EAGLE NEST.
 GM0305'ABOUT 11.75 MILES SOUTH ALONG U.S. HIGHWAY 64 FROM THE JUNCTION OF
 GM0305'STATE HIGHWAY 38 AT EAGLE NEST, 1.3 MILES EAST OF THE SUMMIT OF TAOS
 GM0305'PASS, 21 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 44 FEET NORTH OF
 GM0305'THE WEST END OF THE MOST NORTHERLY OF TWO PIPE CULVERTS, 28 FEET EAST
 GM0305'OF A 14-INCH SPRUCE TREE, ABOUT 3 FEET ABOVE THE HIGHWAY AND IN THE
 GM0305'TOP OF A CONCRETE POST WHICH PROJECTS 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0003 ***********************************************************************
 GN0003  DESIGNATION -  J 58
 GN0003  PID         -  GN0003
 GN0003  STATE/COUNTY-  NM/TAOS
 GN0003  USGS QUAD   -  BIGHORN PEAK (1995)
 GN0003
 GN0003                         *CURRENT SURVEY CONTROL
 GN0003  ___________________________________________________________________
 GN0003* NAD 83(1986)-  36 59 15.     (N)    106 07 48.     (W)     SCALED    
 GN0003* NAVD 88     -      2645.676  (meters)    8680.02   (feet)  POSTED    
 GN0003  ___________________________________________________________________
 GN0003  GEOID HEIGHT-         -16.37  (meters)                     GEOID03
 GN0003  DYNAMIC HT  -        2641.930 (meters)    8667.73  (feet)  COMP
 GN0003  MODELED GRAV-     979,118.0   (mgal)                       NAVD 88
 GN0003
 GN0003  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 GN0003
 GN0003.The horizontal coordinates were scaled from a topographic map and have
 GN0003.an estimated accuracy of +/- 6 seconds.
 GN0003
 GN0003.The orthometric height was determined by differential leveling
 GN0003.and adjusted by the National Geodetic Survey in 1992..
 GN0003.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 GN0003.rate of 1.1 thru 2.0 mm/km.
 GN0003
 GN0003.The geoid height was determined by GEOID03.
 GN0003
 GN0003.The dynamic height is computed by dividing the NAVD 88
 GN0003.geopotential number by the normal gravity value computed on the
 GN0003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GN0003.degrees latitude (g = 980.6199 gals.).
 GN0003
 GN0003.The modeled gravity was interpolated from observed gravity values.
 GN0003
 GN0003;                    North         East    Units  Estimated Accuracy
 GN0003;SPC NM C     -   664,090.      510,680.      MT  (+/- 180 meters Scaled)
 GN0003
 GN0003                          SUPERSEDED SURVEY CONTROL
 GN0003
 GN0003  NGVD 29 (??/??/92) 2644.222  (m)         8675.25   (f) ADJ UNCH    1 2
 GN0003
 GN0003.Superseded values are not recommended for survey control.
 GN0003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0003.See file dsdata.txt to determine how the superseded data were derived.
 GN0003
 GN0003_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCA994940(NAD 83)
 GN0003_MARKER: DB = BENCH MARK DISK
 GN0003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GN0003_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GN0003_STAMPING: J 58 1934
 GN0003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GN0003+STABILITY: SURFACE MOTION
 GN0003
 GN0003  HISTORY     - Date     Condition        Report By
 GN0003  HISTORY     - 1934     MONUMENTED       CGS
 GN0003
 GN0003                          STATION DESCRIPTION
 GN0003
 GN0003'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GN0003'13.7 MI W FROM ANTONITO, COLORADO.
 GN0003'13.7 MILES WEST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD FROM
 GN0003'ANTONITO, COLORADO, 48 FEET SOUTH OF MILEPOST 294, AND 20 FEET SOUTH
 GN0003'OF THE CENTER LINE OF THE TRACK.  A STANDARD DISK SET IN THE TOP OF A
 GN0003'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0293 ***********************************************************************
 GN0293  DESIGNATION -  J 59
 GN0293  PID         -  GN0293
 GN0293  STATE/COUNTY-  NM/RIO ARRIBA
 GN0293  USGS QUAD   -  WIRT CANYON (1963)
 GN0293
 GN0293                         *CURRENT SURVEY CONTROL
 GN0293  ___________________________________________________________________
 GN0293* NAD 83(1986)-  36 57 02.     (N)    107 03 13.     (W)     SCALED    
 GN0293* NAVD 88     -      2019.623  (meters)    6626.05   (feet)  ADJUSTED  
 GN0293  ___________________________________________________________________
 GN0293  GEOID HEIGHT-         -18.62  (meters)                     GEOID03
 GN0293  DYNAMIC HT  -        2016.966 (meters)    6617.33  (feet)  COMP
 GN0293  MODELED GRAV-     979,243.9   (mgal)                       NAVD 88
 GN0293
 GN0293  VERT ORDER  -  FIRST     CLASS II
 GN0293
 GN0293.The horizontal coordinates were scaled from a topographic map and have
 GN0293.an estimated accuracy of +/- 6 seconds.
 GN0293
 GN0293.The orthometric height was determined by differential leveling
 GN0293.and adjusted by the National Geodetic Survey in June 1991..
 GN0293
 GN0293.The geoid height was determined by GEOID03.
 GN0293
 GN0293.The dynamic height is computed by dividing the NAVD 88
 GN0293.geopotential number by the normal gravity value computed on the
 GN0293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GN0293.degrees latitude (g = 980.6199 gals.).
 GN0293
 GN0293.The modeled gravity was interpolated from observed gravity values.
 GN0293
 GN0293;                    North         East    Units  Estimated Accuracy
 GN0293;SPC NM C     -   660,290.      428,430.      MT  (+/- 180 meters Scaled)
 GN0293
 GN0293                          SUPERSEDED SURVEY CONTROL
 GN0293
 GN0293  NGVD 29 (??/??/92) 2018.341  (m)         6621.84   (f) ADJ UNCH    1 2
 GN0293
 GN0293.Superseded values are not recommended for survey control.
 GN0293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0293.See file dsdata.txt to determine how the superseded data were derived.
 GN0293
 GN0293_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCA171913(NAD 83)
 GN0293_MARKER: DB = BENCH MARK DISK
 GN0293_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GN0293_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GN0293_STAMPING: J 59 1934
 GN0293_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GN0293+STABILITY: SURFACE MOTION
 GN0293
 GN0293  HISTORY     - Date     Condition        Report By
 GN0293  HISTORY     - 1934     MONUMENTED       CGS
 GN0293  HISTORY     - 1953     GOOD             NGS
 GN0293
 GN0293                          STATION DESCRIPTION
 GN0293
 GN0293'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GN0293'3.6 MI NW FROM DULCE.
 GN0293'3.6 MILES NORTHWEST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 GN0293'FROM DULCE, RIO ARRIBA COUNTY, OPPOSITE MILEPOST 377, 24 FEET NORTH OF
 GN0293'THE CENTER LINE OF THE TRACK, AND 12 FEET SOUTH OF THE CENTER LINE OF
 GN0293'THE COUNTY ROAD LEADING TO NAVAJO.  A STANDARD DISK, STAMPED J 59 1934
 GN0293'AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- MILEPOST 377 IS NOW ON
 GN0293'THE SAME SIDE OF THE TRACK AND ALONG SIDE OF THE MARK.
 GN0293
 GN0293                          STATION RECOVERY (1953)
 GN0293
 GN0293'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 GN0293'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0155 ***********************************************************************
 EQ0155  DESIGNATION -  J 6
 EQ0155  PID         -  EQ0155
 EQ0155  STATE/COUNTY-  NM/VALENCIA
 EQ0155  USGS QUAD   -  BECKER (1979)
 EQ0155
 EQ0155                         *CURRENT SURVEY CONTROL
 EQ0155  ___________________________________________________________________
 EQ0155* NAD 83(1986)-  34 29 51.     (N)    106 37 03.     (W)     SCALED    
 EQ0155* NAVD 88     -      1578.407  (meters)    5178.49   (feet)  ADJUSTED  
 EQ0155  ___________________________________________________________________
 EQ0155  GEOID HEIGHT-         -21.28  (meters)                     GEOID03
 EQ0155  DYNAMIC HT  -        1576.205 (meters)    5171.27  (feet)  COMP
 EQ0155  MODELED GRAV-     979,185.0   (mgal)                       NAVD 88
 EQ0155
 EQ0155  VERT ORDER  -  FIRST     CLASS II
 EQ0155
 EQ0155.The horizontal coordinates were scaled from a topographic map and have
 EQ0155.an estimated accuracy of +/- 6 seconds.
 EQ0155
 EQ0155.The orthometric height was determined by differential leveling
 EQ0155.and adjusted by the National Geodetic Survey in June 1991..
 EQ0155
 EQ0155.The geoid height was determined by GEOID03.
 EQ0155
 EQ0155.The dynamic height is computed by dividing the NAVD 88
 EQ0155.geopotential number by the normal gravity value computed on the
 EQ0155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0155.degrees latitude (g = 980.6199 gals.).
 EQ0155
 EQ0155.The modeled gravity was interpolated from observed gravity values.
 EQ0155
 EQ0155;                    North         East    Units  Estimated Accuracy
 EQ0155;SPC NM C     -   387,900.      466,250.      MT  (+/- 180 meters Scaled)
 EQ0155
 EQ0155                          SUPERSEDED SURVEY CONTROL
 EQ0155
 EQ0155  NGVD 29 (??/??/92) 1577.656  (m)         5176.03   (f) ADJ UNCH    1 2
 EQ0155
 EQ0155.Superseded values are not recommended for survey control.
 EQ0155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0155.See file dsdata.txt to determine how the superseded data were derived.
 EQ0155
 EQ0155_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU514185(NAD 83)
 EQ0155_MARKER: DB = BENCH MARK DISK
 EQ0155_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EQ0155_SP_SET: BUILDING
 EQ0155_STAMPING: 5175.784
 EQ0155_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EQ0155
 EQ0155  HISTORY     - Date     Condition        Report By
 EQ0155  HISTORY     - UNK      MONUMENTED       CGS
 EQ0155  HISTORY     - 1958     GOOD             NGS
 EQ0155
 EQ0155                          STATION DESCRIPTION
 EQ0155
 EQ0155'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 EQ0155'15.6 MI SE FROM BELEN.
 EQ0155'ABOUT 2.3 MILES EAST ALONG STATE HIGHWAY 6 FROM THE ATCHISON, TOPEKA
 EQ0155'AND SANTA FE RAILWAY STATION AT BELEN, THENCE 3.6 MILES SOUTH ALONG
 EQ0155'STATE HIGHWAY 47, THENCE 9.7 MILES SOUTHEAST ALONG THE ATCHISON,
 EQ0155'TOPEKA AND SANTA FE RAILWAY, 16 POLES SOUTHEAST OF MILEPOST 882, SET
 EQ0155'VERTICALLY IN THE SOUTHWEST FACE OF THE OLD STATION, 16 FEET NORTHEAST
 EQ0155'OF THE NORTHEAST RAIL OF THE MAIN TRACK, 3 FEET SOUTHEAST OF THE
 EQ0155'SOUTHEAST EDGE OF THE SOUTHEAST DOOR ON THE SOUTHWEST SIDE OF THE OLD
 EQ0155'BECKER STATION, AND ABOUT 4 1/2 FEET ABOVE THE PLATFORM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0478 ***********************************************************************
 EQ0478  DESIGNATION -  J 65
 EQ0478  PID         -  EQ0478
 EQ0478  STATE/COUNTY-  NM/CATRON
 EQ0478  USGS QUAD   -  CROSBY SPRINGS (1964)
 EQ0478
 EQ0478                         *CURRENT SURVEY CONTROL
 EQ0478  ___________________________________________________________________
 EQ0478* NAD 83(1986)-  34 13 00.     (N)    107 55 31.     (W)     SCALED    
 EQ0478* NAVD 88     -      2377.847  (meters)    7801.32   (feet)  ADJUSTED  
 EQ0478  ___________________________________________________________________
 EQ0478  GEOID HEIGHT-         -21.19  (meters)                     GEOID03
 EQ0478  DYNAMIC HT  -        2374.074 (meters)    7788.94  (feet)  COMP
 EQ0478  MODELED GRAV-     978,963.3   (mgal)                       NAVD 88
 EQ0478
 EQ0478  VERT ORDER  -  SECOND    CLASS 0
 EQ0478
 EQ0478.The horizontal coordinates were scaled from a topographic map and have
 EQ0478.an estimated accuracy of +/- 6 seconds.
 EQ0478
 EQ0478.The orthometric height was determined by differential leveling
 EQ0478.and adjusted by the National Geodetic Survey in June 1991..
 EQ0478
 EQ0478.The geoid height was determined by GEOID03.
 EQ0478
 EQ0478.The dynamic height is computed by dividing the NAVD 88
 EQ0478.geopotential number by the normal gravity value computed on the
 EQ0478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0478.degrees latitude (g = 980.6199 gals.).
 EQ0478
 EQ0478.The modeled gravity was interpolated from observed gravity values.
 EQ0478
 EQ0478;                    North         East    Units  Estimated Accuracy
 EQ0478;SPC NM W     -   356,700.      821,530.      MT  (+/- 180 meters Scaled)
 EQ0478
 EQ0478                          SUPERSEDED SURVEY CONTROL
 EQ0478
 EQ0478  NGVD 29 (??/??/92) 2376.848  (m)         7798.04   (f) ADJ UNCH    2 0
 EQ0478
 EQ0478.Superseded values are not recommended for survey control.
 EQ0478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0478.See file dsdata.txt to determine how the superseded data were derived.
 EQ0478
 EQ0478_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBT305900(NAD 83)
 EQ0478_MARKER: DB = BENCH MARK DISK
 EQ0478_SETTING: 66 = SET IN ROCK OUTCROP
 EQ0478_SP_SET: OUTCROP
 EQ0478_STAMPING: J-65 1934
 EQ0478_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EQ0478+STABILITY: POSITION/ELEVATION WELL
 EQ0478
 EQ0478  HISTORY     - Date     Condition        Report By
 EQ0478  HISTORY     - 1934     MONUMENTED       CGS
 EQ0478  HISTORY     - 1939     GOOD             NGS
 EQ0478
 EQ0478                          STATION DESCRIPTION
 EQ0478
 EQ0478'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EQ0478'7.8 MI W FROM DATIL.
 EQ0478'7.8 MI WEST ON US HWY NO. 60 ABOUT 10 FEET NORTH OF A CONCRETE
 EQ0478'CULVERT, 33 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, AND 2 FEET
 EQ0478'WEST OF A FENCE LINE.
 EQ0478
 EQ0478                          STATION RECOVERY (1939)
 EQ0478
 EQ0478'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1939
 EQ0478'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0218 ***********************************************************************
 FN0218  DESIGNATION -  J 66
 FN0218  PID         -  FN0218
 FN0218  STATE/COUNTY-  NM/SAN MIGUEL
 FN0218  USGS QUAD   -  SAN JOSE (1989)
 FN0218
 FN0218                         *CURRENT SURVEY CONTROL
 FN0218  ___________________________________________________________________
 FN0218* NAD 83(1986)-  35 23 16.     (N)    105 25 09.     (W)     SCALED    
 FN0218* NAVD 88     -      1885.381  (meters)    6185.62   (feet)  ADJUSTED  
 FN0218  ___________________________________________________________________
 FN0218  GEOID HEIGHT-         -19.08  (meters)                     GEOID03
 FN0218  DYNAMIC HT  -        1882.792 (meters)    6177.13  (feet)  COMP
 FN0218  MODELED GRAV-     979,193.7   (mgal)                       NAVD 88
 FN0218
 FN0218  VERT ORDER  -  SECOND    CLASS 0
 FN0218
 FN0218.The horizontal coordinates were scaled from a topographic map and have
 FN0218.an estimated accuracy of +/- 6 seconds.
 FN0218
 FN0218.The orthometric height was determined by differential leveling
 FN0218.and adjusted by the National Geodetic Survey in June 1991..
 FN0218
 FN0218.The geoid height was determined by GEOID03.
 FN0218
 FN0218.The dynamic height is computed by dividing the NAVD 88
 FN0218.geopotential number by the normal gravity value computed on the
 FN0218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FN0218.degrees latitude (g = 980.6199 gals.).
 FN0218
 FN0218.The modeled gravity was interpolated from observed gravity values.
 FN0218
 FN0218;                    North         East    Units  Estimated Accuracy
 FN0218;SPC NM E     -   487,140.       66,350.      MT  (+/- 180 meters Scaled)
 FN0218
 FN0218                          SUPERSEDED SURVEY CONTROL
 FN0218
 FN0218  NGVD 29 (??/??/92) 1884.471  (m)         6182.64   (f) ADJ UNCH    2 0
 FN0218
 FN0218.Superseded values are not recommended for survey control.
 FN0218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0218.See file dsdata.txt to determine how the superseded data were derived.
 FN0218
 FN0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV619161(NAD 83)
 FN0218_MARKER: DB = BENCH MARK DISK
 FN0218_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FN0218_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FN0218_STAMPING: J 66 1934
 FN0218_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FN0218+STABILITY: SURFACE MOTION
 FN0218
 FN0218  HISTORY     - Date     Condition        Report By
 FN0218  HISTORY     - 1934     MONUMENTED       CGS
 FN0218  HISTORY     - 1958     MARK NOT FOUND   USGS
 FN0218
 FN0218                          STATION DESCRIPTION
 FN0218
 FN0218'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FN0218'1.9 MI NE FROM RIBERA.
 FN0218'1.9 MI. NE ON A.T. AND S. F. RY.  4-1/2 POLES S.W. OF MILE POLE NO.
 FN0218'797, 2 FT. S.W. OF N.E. FENCE CROSSING TRACK, 80 FT. N.W. OF CENTER
 FN0218'LINE OF TRACK AND 32 FT. S.E. OF FENCE LINE.
 FN0218
 FN0218                          STATION RECOVERY (1958)
 FN0218
 FN0218'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 FN0218'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0002 ***********************************************************************
 FP0002  DESIGNATION -  J 67 RESET
 FP0002  PID         -  FP0002
 FP0002  STATE/COUNTY-  NM/MCKINLEY
 FP0002  USGS QUAD   -  HOSTA BUTTE (1963)
 FP0002
 FP0002                         *CURRENT SURVEY CONTROL
 FP0002  ___________________________________________________________________
 FP0002* NAD 83(1986)-  35 31 30.     (N)    108 08 00.     (W)     SCALED    
 FP0002* NAVD 88     -      2212.29   (meters)    7258.2    (feet)  RESET     
 FP0002  ___________________________________________________________________
 FP0002  GEOID HEIGHT-         -20.35  (meters)                     GEOID03
 FP0002
 FP0002  VERT ORDER  -  THIRD
 FP0002
 FP0002.The horizontal coordinates were scaled from a topographic map and have
 FP0002.an estimated accuracy of +/- 6 seconds.
 FP0002
 FP0002.The orthometric height was computed from unverified reset data.
 FP0002
 FP0002.The geoid height was determined by GEOID03.
 FP0002
 FP0002;                    North         East    Units  Estimated Accuracy
 FP0002;SPC NM W     -   501,860.      802,790.      MT  (+/- 180 meters Scaled)
 FP0002
 FP0002                          SUPERSEDED SURVEY CONTROL
 FP0002
 FP0002.No superseded survey control is available for this station.
 FP0002
 FP0002_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYE599350(NAD 83)
 FP0002_MARKER: DD = SURVEY DISK
 FP0002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FP0002_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FP0002_STAMPING: J 67 RESET 1958
 FP0002_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FP0002+STABILITY: SURFACE MOTION
 FP0002
 FP0002  HISTORY     - Date     Condition        Report By
 FP0002  HISTORY     - 1958     MONUMENTED       MNHD
 FP0002
 FP0002                          STATION DESCRIPTION
 FP0002
 FP0002'DESCRIBED BY MN HIGHWAY DEPT 1958
 FP0002'12.3 MI NE FROM THOREAU.
 FP0002'12.3 MILES NORTHEAST ALONG THE 1958 ROUTE OF STATE HIGHWAY 56 FROM THE
 FP0002'A.T. AND S.F. RAILWAY STATION AT THOREAU, MCKINLEY COUNTY, 84 YARDS
 FP0002'EAST OF A LARGE LAKE (LAKE GROVE INDIAN MISSION IS AT THE SOUTH END OF
 FP0002'THIS LAKE), 73 FEET EAST OF THE CENTERLINE OF THE HIGHWAY AT STATION
 FP0002'418 + 08 OF THE NEW HIGHWAY ALIGNMENT ON THE FENCE LINE.  A STANDARD
 FP0002'DISK, STAMPED J 67 RESET 1958 AND SET IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0327 ***********************************************************************
 GN0327  DESIGNATION -  J 68
 GN0327  PID         -  GN0327
 GN0327  STATE/COUNTY-  NM/SAN JUAN
 GN0327  USGS QUAD   -  PUEBLO BONITO (1966)
 GN0327
 GN0327                         *CURRENT SURVEY CONTROL
 GN0327  ___________________________________________________________________
 GN0327* NAD 83(1986)-  36 00 08.     (N)    107 57 04.     (W)     SCALED    
 GN0327* NAVD 88     -      1928.287  (meters)    6326.39   (feet)  ADJUSTED  
 GN0327  ___________________________________________________________________
 GN0327  GEOID HEIGHT-         -20.97  (meters)                     GEOID03
 GN0327  DYNAMIC HT  -        1925.687 (meters)    6317.86  (feet)  COMP
 GN0327  MODELED GRAV-     979,215.9   (mgal)                       NAVD 88
 GN0327
 GN0327  VERT ORDER  -  SECOND    CLASS 0
 GN0327
 GN0327.The horizontal coordinates were scaled from a topographic map and have
 GN0327.an estimated accuracy of +/- 6 seconds.
 GN0327
 GN0327.The orthometric height was determined by differential leveling
 GN0327.and adjusted by the National Geodetic Survey in June 1991..
 GN0327
 GN0327.The geoid height was determined by GEOID03.
 GN0327
 GN0327.The dynamic height is computed by dividing the NAVD 88
 GN0327.geopotential number by the normal gravity value computed on the
 GN0327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GN0327.degrees latitude (g = 980.6199 gals.).
 GN0327
 GN0327.The modeled gravity was interpolated from observed gravity values.
 GN0327
 GN0327;                    North         East    Units  Estimated Accuracy
 GN0327;SPC NM W     -   554,780.      819,380.      MT  (+/- 180 meters Scaled)
 GN0327
 GN0327                          SUPERSEDED SURVEY CONTROL
 GN0327
 GN0327  NGVD 29 (??/??/92) 1927.262  (m)         6323.03   (f) ADJ UNCH    2 0
 GN0327
 GN0327.Superseded values are not recommended for survey control.
 GN0327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0327.See file dsdata.txt to determine how the superseded data were derived.
 GN0327
 GN0327_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBV339882(NAD 83)
 GN0327_MARKER: DB = BENCH MARK DISK
 GN0327_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GN0327_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GN0327_STAMPING: J 68 1934
 GN0327_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GN0327+STABILITY: SURFACE MOTION
 GN0327
 GN0327  HISTORY     - Date     Condition        Report By
 GN0327  HISTORY     - 1934     MONUMENTED       CGS
 GN0327  HISTORY     - 1967     GOOD             USGS
 GN0327  HISTORY     - 1984     GOOD             NGS
 GN0327
 GN0327                          STATION DESCRIPTION
 GN0327
 GN0327'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 GN0327'5.3 MI S FROM PUEBLO BONITO.
 GN0327'5.3 MILES S. ALONG 1934 ROUTE OF STATE HIGHWAY 35 FROM BONITO PUEBLO.
 GN0327'3 AIRLINE MILES SW OF CHACO CANYON NATIONAL MONUMENT HEADQUARTERS. BM
 GN0327'IS 700 FEET WEST AND 115 FEET NORTH OF THE SE CORNER OF SEC 36.  T 21
 GN0327'N.  R 11 W.
 GN0327
 GN0327                          STATION RECOVERY (1984)
 GN0327
 GN0327'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GN0327'IT IS IN SAN JUAN COUNTY, NOT MC KINLEY COUNTY. IT IS IN SAN JUAN
 GN0327'COUNTY, NOT MC KINLEY COUNTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0419 ***********************************************************************
 EO0419  DESIGNATION -  J 7
 EO0419  PID         -  EO0419
 EO0419  STATE/COUNTY-  NM/ROOSEVELT
 EO0419  USGS QUAD   -  FLOYD SE (1987)
 EO0419
 EO0419                         *CURRENT SURVEY CONTROL
 EO0419  ___________________________________________________________________
 EO0419* NAD 83(1986)-  34 01 15.     (N)    103 34 02.     (W)     SCALED    
 EO0419* NAVD 88     -      1324.239  (meters)    4344.61   (feet)  ADJUSTED  
 EO0419  ___________________________________________________________________
 EO0419  GEOID HEIGHT-         -22.75  (meters)                     GEOID03
 EO0419  DYNAMIC HT  -        1322.479 (meters)    4338.83  (feet)  COMP
 EO0419  MODELED GRAV-     979,260.6   (mgal)                       NAVD 88
 EO0419
 EO0419  VERT ORDER  -  FIRST     CLASS II
 EO0419
 EO0419.The horizontal coordinates were scaled from a topographic map and have
 EO0419.an estimated accuracy of +/- 6 seconds.
 EO0419
 EO0419.The orthometric height was determined by differential leveling
 EO0419.and adjusted by the National Geodetic Survey in June 1991..
 EO0419
 EO0419.The geoid height was determined by GEOID03.
 EO0419
 EO0419.The dynamic height is computed by dividing the NAVD 88
 EO0419.geopotential number by the normal gravity value computed on the
 EO0419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0419.degrees latitude (g = 980.6199 gals.).
 EO0419
 EO0419.The modeled gravity was interpolated from observed gravity values.
 EO0419
 EO0419;                    North         East    Units  Estimated Accuracy
 EO0419;SPC NM E     -   335,230.      235,750.      MT  (+/- 180 meters Scaled)
 EO0419
 EO0419                          SUPERSEDED SURVEY CONTROL
 EO0419
 EO0419.No superseded survey control is available for this station.
 EO0419
 EO0419_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFT322653(NAD 83)
 EO0419_MARKER: DB = BENCH MARK DISK
 EO0419_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EO0419_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EO0419_STAMPING: J 7 1916
 EO0419_MARK LOGO: CGS   
 EO0419_PROJECTION: PROJECTING 15 CENTIMETERS
 EO0419_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EO0419+STABILITY: SURFACE MOTION
 EO0419
 EO0419  HISTORY     - Date     Condition        Report By
 EO0419  HISTORY     - 1916     MONUMENTED       CGS
 EO0419  HISTORY     - 1940     GOOD             NGS
 EO0419  HISTORY     - 1982     GOOD             NGS
 EO0419
 EO0419                          STATION DESCRIPTION
 EO0419
 EO0419'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 EO0419'7.2 MI NE FROM ELIDA.
 EO0419'7.2 MILES NORTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 EO0419'FROM THE STATION AT ELIDA, 165 FEET NORTHEAST OF THE SOUTHWEST END OF
 EO0419'THE SIDING AT KERMIT, AT MILEPOST 35, 98 FEET NORTHWEST OF THE
 EO0419'CENTERLINE OF THE MAIN TRACK, IN LINE WITH AN IRON RIGHT-OF-WAY POST
 EO0419'AND IRON MILEPOST 35, AND 2 FEET EAST OF A WHITE WOODEN WITNESS POST.
 EO0419'A STANDARD DISK, STAMPED J 7 1916 AND SET IN THE TOP OF A CONCRETE
 EO0419'POST PROJECTING 0.6 FOOT ABOVE GROUND.
 EO0419
 EO0419                          STATION RECOVERY (1982)
 EO0419
 EO0419'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 EO0419'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  27.7 KM (17.2
 EO0419'MI) SOUTHWESTERLY ALONG THE SANTA FE RAILROAD FROM THE RAILROAD
 EO0419'STATION IN PORTALES, OR 28.5 KM (17.7 MI) NORTHEASTERLY ALONG U.S.
 EO0419'HIGHWAY 70 FROM THE POST OFFICE IN KENNA, 70.3 METERS (230.6 FT)
 EO0419'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 29.1 METERS (95.5 FT)
 EO0419'NORTHWEST OF THE NEAR RAIL, 27.0 METERS (88.6 FT) NORTHWEST OF
 EO0419'RAILROAD MILEPOST 35, 0.9 METER (3.0 FT) EAST-NORTHEAST OF A WOODEN
 EO0419'WITNESS POST AND 0.6 METER (2.0 FT) SOUTHEAST OF A FENCE.
 EO0419'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 EO0419'THE MARK IS 0.6 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0369 ***********************************************************************
 GN0369  DESIGNATION -  J 70
 GN0369  PID         -  GN0369
 GN0369  STATE/COUNTY-  NM/SAN JUAN
 GN0369  USGS QUAD   -  BLANCO (1985)
 GN0369
 GN0369                         *CURRENT SURVEY CONTROL
 GN0369  ___________________________________________________________________
 GN0369* NAD 83(1986)-  36 41 56.     (N)    107 45 47.     (W)     SCALED    
 GN0369* NAVD 88     -      1717.295  (meters)    5634.16   (feet)  ADJUSTED  
 GN0369  ___________________________________________________________________
 GN0369  GEOID HEIGHT-         -20.75  (meters)                     GEOID03
 GN0369  DYNAMIC HT  -        1715.121 (meters)    5627.03  (feet)  COMP
 GN0369  MODELED GRAV-     979,305.2   (mgal)                       NAVD 88
 GN0369
 GN0369  VERT ORDER  -  SECOND    CLASS 0
 GN0369
 GN0369.The horizontal coordinates were scaled from a topographic map and have
 GN0369.an estimated accuracy of +/- 6 seconds.
 GN0369
 GN0369.The orthometric height was determined by differential leveling
 GN0369.and adjusted by the National Geodetic Survey in June 1991..
 GN0369
 GN0369.The geoid height was determined by GEOID03.
 GN0369
 GN0369.The dynamic height is computed by dividing the NAVD 88
 GN0369.geopotential number by the normal gravity value computed on the
 GN0369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GN0369.degrees latitude (g = 980.6199 gals.).
 GN0369
 GN0369.The modeled gravity was interpolated from observed gravity values.
 GN0369
 GN0369;                    North         East    Units  Estimated Accuracy
 GN0369;SPC NM W     -   632,070.      836,280.      MT  (+/- 180 meters Scaled)
 GN0369
 GN0369                          SUPERSEDED SURVEY CONTROL
 GN0369
 GN0369  NGVD 29 (??/??/92) 1716.308  (m)         5630.92   (f) ADJ UNCH    2 0
 GN0369
 GN0369.Superseded values are not recommended for survey control.
 GN0369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0369.See file dsdata.txt to determine how the superseded data were derived.
 GN0369
 GN0369_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBA531650(NAD 83)
 GN0369_MARKER: DB = BENCH MARK DISK
 GN0369_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GN0369_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GN0369_STAMPING: J-70 1934
 GN0369_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GN0369+STABILITY: SURFACE MOTION
 GN0369
 GN0369  HISTORY     - Date     Condition        Report By
 GN0369  HISTORY     - 1934     MONUMENTED       CGS
 GN0369  HISTORY     - 1981     GOOD             USGS
 GN0369
 GN0369                          STATION DESCRIPTION
 GN0369
 GN0369'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GN0369'5.0 MI SE FROM BLANCO.
 GN0369'5.0 MI SOUTHEAST ON STATE HWY NO. 44 ABOUT 0.5 MI NORTHWEST OF PLACE
 GN0369'WHERE THE ROAD CROSSES LARGO CANYON WASH, AND ABOUT 20 FEET NORTH OF
 GN0369'THE CENTERLINE OF THE HIGHWAY.
 GN0369
 GN0369                          STATION RECOVERY (1981)
 GN0369
 GN0369'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 GN0369'BLANCO, 1.3 MI. E. OF ALONG U.S. HWY. 64 (0.5 MI. E. OF BRIDGE OVER
 GN0369'SAN JUAN RIVER) THENCE 3.2 MI. SE ALONG GRADED ROAD UP CANON LARGO TO
 GN0369'ROAD W. TO GAS WELL, THENCE W. 0.1 MI. ON ROAD TO GAS WELL, 158 FT.
 GN0369'SE OF GAS WELL, 41 FR. W. OF OLD ROAD, A STANDARD TABLET STAMPED J 70
 GN0369'1934, AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0306 ***********************************************************************
 GN0306  DESIGNATION -  J 71
 GN0306  PID         -  GN0306
 GN0306  STATE/COUNTY-  NM/SANDOVAL
 GN0306  USGS QUAD   -  COUNSELOR (1978)
 GN0306
 GN0306                         *CURRENT SURVEY CONTROL
 GN0306  ___________________________________________________________________
 GN0306* NAD 83(1992)-  36 12 57.09040(N)    107 28 14.23198(W)     ADJUSTED  
 GN0306* NAVD 88     -      2117.403  (meters)    6946.85   (feet)  ADJUSTED  
 GN0306  ___________________________________________________________________
 GN0306  LAPLACE CORR-           1.67  (seconds)                    DEFLEC99
 GN0306  GEOID HEIGHT-         -20.36  (meters)                     GEOID03
 GN0306  DYNAMIC HT  -        2114.488 (meters)    6937.28  (feet)  COMP
 GN0306  MODELED GRAV-     979,180.3   (mgal)                       NAVD 88
 GN0306
 GN0306  HORZ ORDER  -  SECOND
 GN0306  VERT ORDER  -  SECOND    CLASS 0
 GN0306
 GN0306.The horizontal coordinates were established by classical geodetic methods
 GN0306.and adjusted by the National Geodetic Survey in December 1993..
 GN0306
 GN0306.The orthometric height was determined by differential leveling
 GN0306.and adjusted by the National Geodetic Survey in June 1991..
 GN0306
 GN0306.The Laplace correction was computed from DEFLEC99 derived deflections.
 GN0306
 GN0306.The geoid height was determined by GEOID03.
 GN0306
 GN0306.The dynamic height is computed by dividing the NAVD 88
 GN0306.geopotential number by the normal gravity value computed on the
 GN0306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GN0306.degrees latitude (g = 980.6199 gals.).
 GN0306
 GN0306.The modeled gravity was interpolated from observed gravity values.
 GN0306
 GN0306;                    North         East     Units Scale Factor Converg.
 GN0306;SPC NM C     -   579,153.110   390,253.551   MT  1.00004835   -0 43 16.5
 GN0306;SPC NM C     - 1,900,104.83  1,280,356.86   sFT  1.00004835   -0 43 16.5
 GN0306;UTM  13      - 4,010,720.752   277,916.341   MT  1.00020774   -1 27 37.1
 GN0306
 GN0306!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GN0306!SPC NM C     -   0.99967099  x   1.00004835  =   0.99971932
 GN0306!UTM  13      -   0.99967099  x   1.00020774  =   0.99987866
 GN0306
 GN0306|---------------------------------------------------------------------|
 GN0306| PID    Reference Object                     Distance      Geod. Az  |
 GN0306|                                                           dddmmss.s |
 GN0306| CD4010 J 71 RM 1                             6.635 METERS 10246     |
 GN0306| CD4011 J 71 RM 2                             6.744 METERS 24600     |
 GN0306| GN0609 LYBROOKS MTN ST TT CO MICRO TR      APPROX. 8.1 KM 2695917.1 |
 GN0306|---------------------------------------------------------------------|
 GN0306
 GN0306                          SUPERSEDED SURVEY CONTROL
 GN0306
 GN0306  NAD 83(1986)-  36 12 57.08864(N)    107 28 14.23642(W) AD(       ) 2
 GN0306  NAD 27      -  36 12 57.03840(N)    107 28 12.06010(W) AD(       ) 2
 GN0306  NGVD 29 (??/??/92) 2116.312  (m)         6943.27   (f) ADJ UNCH    2 0
 GN0306
 GN0306.Superseded values are not recommended for survey control.
 GN0306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0306.See file dsdata.txt to determine how the superseded data were derived.
 GN0306
 GN0306_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBA7791610721(NAD 83)
 GN0306_MARKER: DB = BENCH MARK DISK
 GN0306_SETTING: 80 = SET IN A BOULDER
 GN0306_STAMPING: J 71 1934
 GN0306_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GN0306+STABILITY: SURFACE MOTION
 GN0306
 GN0306  HISTORY     - Date     Condition        Report By
 GN0306  HISTORY     - 1960     MONUMENTED       CGS
 GN0306  HISTORY     - 1960     GOOD             NGS
 GN0306  HISTORY     - 1971     GOOD             NMHD
 GN0306
 GN0306                          STATION DESCRIPTION
 GN0306
 GN0306'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (HWK)
 GN0306'THE STATION IS ALONG THE NORTH SIDE OF STATE HIGHWAY 44,
 GN0306'APPROXIMATELY 32 MILES NORTHWEST OF CUBA 0.7 MILES NORTHWEST
 GN0306'OF COUNSELOR POST AND NEAR THE SOUTH BASE OF A STEEP MESA.
 GN0306'
 GN0306'TO REACH THE STATION FROM COUNSELOR POST, GO NORTHWEST ON
 GN0306'STATE HIGHWAY 44 FOR 0.6 MILES TO A DIM TRACK ROAD ON THE RIGHT
 GN0306'WHICH LEAD TOWARD A STEEP MESA.  TURN RIGHT AND GO NORTH AND
 GN0306'WEST ON THE DIM TRACK ROAD FOR 0.15 MILE TO THE STATION ON
 GN0306'THE RIGHT.
 GN0306'
 GN0306'THE STATION MARK IS A STANDARD U.S. COAST AND GEODETIC SURVEY
 GN0306'BENCH MARK DISK STAMPED J 71 1934 AND IS CEMENTED IN A DRILL
 GN0306'HOLE IN A LARGE SANDSTONE BOULDER WHICH PROJECTS ABOUT 1 FOOT.
 GN0306'IT IS 90 FEET SOUTH OF THE SOUTH BASE OF THE STEEP MESA, 61
 GN0306'FEET NORTH OF THE NORTH EDGE OF A DEEP WASH, 43 FEET NORTH
 GN0306'OF THE CENTER OF THE DIM TRACK ROAD, 5 FEET SOUTHWEST OF A
 GN0306'SMALL CEDAR TREE AND 4 FEET SOUTHEAST OF A METAL WITNESS
 GN0306'POST.
 GN0306'
 GN0306'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED BM J 71
 GN0306'NO 1 1960, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS
 GN0306'4 INCHES.  IT IS 60 FEET NORTH OF THE NORTH EDGE OF THE DEEP
 GN0306'WASH, 49 FEET NORTH OF THE CENTER OF THE DIM TRACK ROAD AND
 GN0306'25 FEET EAST OF THE WITNESS POST.
 GN0306'
 GN0306'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED BM J 71 NO 2
 GN0306'1960, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 3
 GN0306'INCHES.  IT IS 54.5 FEET NORTH OF THE NORTH EDGE OF THE DEEP
 GN0306'WASH, 23 FEET SOUTHWEST OF THE WITNESS POST AND 21.5 FEET NORTH
 GN0306'OF THE CENTER OF THE DIM TRACK ROAD.
 GN0306'
 GN0306'NOTE--REFERENCE MARK WERE MEASURED WITH 5 KG. TAPE TENSION.
 GN0306'
 GN0306'STATION LYBROOKS 1945 MAY BE USED AS AN AZIMUTH MARK.
 GN0306
 GN0306                          STATION RECOVERY (1960)
 GN0306
 GN0306'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 GN0306'0.7 MI NW FROM COUNSELOR POST.
 GN0306'ABOUT 32 MILES NORTHWEST OF CUBA, 0.7 MILE NORTHWEST OF COUNSELOR
 GN0306'POST, 0.1 MILE NORTH OF STATE HIGHWAY 44, 90 FEET SOUTH OF THE SOUTH
 GN0306'BASE OF A STEEP MESA, 61 FEET NORTH OF THE NORTH EDGE OF A DEEP WASH,
 GN0306'43 FEET NORTH OF THE CENTER OF A TRACK ROAD, AND 5 FEET SOUTHWEST OF A
 GN0306'SMALL CEDAR TREE.  THE MARK IS A STANDARD U.S. COAST AND GEODETIC
 GN0306'SURVEY BENCH MARK DISK STAMPED J 71 1934 AND IS CEMENTED IN A DRILL
 GN0306'HOLE IN A LARGE SAND STONE BOULDER WHICH PROJECTS ABOUT 1 FOOT.
 GN0306
 GN0306                          STATION RECOVERY (1971)
 GN0306
 GN0306'RECOVERY NOTE BY NM HIGHWAY DEPT 1971
 GN0306'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0166 ***********************************************************************
 GN0166  DESIGNATION -  J 73
 GN0166  PID         -  GN0166
 GN0166  STATE/COUNTY-  NM/RIO ARRIBA
 GN0166  USGS QUAD   -  ABIQUIU (1995)
 GN0166
 GN0166                         *CURRENT SURVEY CONTROL
 GN0166  ___________________________________________________________________
 GN0166* NAD 83(1986)-  36 12 54.     (N)    106 16 30.     (W)     SCALED    
 GN0166* NAVD 88     -      1807.523  (meters)    5930.18   (feet)  ADJUSTED  
 GN0166  ___________________________________________________________________
 GN0166  GEOID HEIGHT-         -18.79  (meters)                     GEOID03
 GN0166  DYNAMIC HT  -        1805.116 (meters)    5922.28  (feet)  COMP
 GN0166  MODELED GRAV-     979,237.0   (mgal)                       NAVD 88
 GN0166
 GN0166  VERT ORDER  -  SECOND    CLASS 0
 GN0166
 GN0166.The horizontal coordinates were scaled from a topographic map and have
 GN0166.an estimated accuracy of +/- 6 seconds.
 GN0166
 GN0166.The orthometric height was determined by differential leveling
 GN0166.and adjusted by the National Geodetic Survey in June 1991..
 GN0166
 GN0166.The geoid height was determined by GEOID03.
 GN0166
 GN0166.The dynamic height is computed by dividing the NAVD 88
 GN0166.geopotential number by the normal gravity value computed on the
 GN0166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GN0166.degrees latitude (g = 980.6199 gals.).
 GN0166
 GN0166.The modeled gravity was interpolated from observed gravity values.
 GN0166
 GN0166;                    North         East    Units  Estimated Accuracy
 GN0166;SPC NM C     -   578,370.      497,750.      MT  (+/- 180 meters Scaled)
 GN0166
 GN0166                          SUPERSEDED SURVEY CONTROL
 GN0166
 GN0166  NGVD 29 (??/??/92) 1806.470  (m)         5926.73   (f) ADJ UNCH    2 0
 GN0166
 GN0166.Superseded values are not recommended for survey control.
 GN0166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0166.See file dsdata.txt to determine how the superseded data were derived.
 GN0166
 GN0166_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCA853085(NAD 83)
 GN0166_MARKER: DB = BENCH MARK DISK
 GN0166_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GN0166_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GN0166_STAMPING: J 73 1935
 GN0166_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GN0166+STABILITY: SURFACE MOTION
 GN0166
 GN0166  HISTORY     - Date     Condition        Report By
 GN0166  HISTORY     - 1935     MONUMENTED       CGS
 GN0166  HISTORY     - 1940     GOOD             NGS
 GN0166  HISTORY     - 1951     GOOD             DOD
 GN0166
 GN0166                          STATION DESCRIPTION
 GN0166
 GN0166'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 GN0166'2.8 MI E FROM ABIQUIU.
 GN0166'TO REACH FROM THE POST OFFICE IN ABIQUIU, PROCEED EAST ALONG U. S.
 GN0166'HIGHWAY NO. 285, GO 2.8 MILES.  BENCH MARK IS 157 FEET NORTH OF THE
 GN0166'CENTER LINE OF THE HIGHWAY.  130 FEET WEST OF AN IRRIGATION DITCH. 108
 GN0166'FEET NORTH OF A FENCE.  30 FEET EAST OF A DIM WAGON ROAD.  3.0 FEET
 GN0166'SOUTH OF A 4 X 4 INCH WOODEN POST PAINTED WHITE PROJECTING 2.0 FEET.
 GN0166'STD. DISK B M IN CONCRETE POST FLUSH WITH THE GROUND.
 GN0166
 GN0166                          STATION RECOVERY (1951)
 GN0166
 GN0166'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1951
 GN0166'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0044 ***********************************************************************
 FO0044  DESIGNATION -  J 74
 FO0044  PID         -  FO0044
 FO0044  STATE/COUNTY-  NM/SANDOVAL
 FO0044  USGS QUAD   -  SANTO DOMINGO PUEBLO (1993)
 FO0044
 FO0044                         *CURRENT SURVEY CONTROL
 FO0044  ___________________________________________________________________
 FO0044* NAD 83(1986)-  35 35 38.     (N)    106 19 41.     (W)     SCALED    
 FO0044* NAVD 88     -      1599.639  (meters)    5248.15   (feet)  ADJUSTED  
 FO0044  ___________________________________________________________________
 FO0044  GEOID HEIGHT-         -20.33  (meters)                     GEOID03
 FO0044  DYNAMIC HT  -        1597.466 (meters)    5241.02  (feet)  COMP
 FO0044  MODELED GRAV-     979,220.4   (mgal)                       NAVD 88
 FO0044
 FO0044  VERT ORDER  -  FIRST     CLASS II
 FO0044
 FO0044.The horizontal coordinates were scaled from a topographic map and have
 FO0044.an estimated accuracy of +/- 6 seconds.
 FO0044
 FO0044.The orthometric height was determined by differential leveling
 FO0044.and adjusted by the National Geodetic Survey in June 1991..
 FO0044
 FO0044.The geoid height was determined by GEOID03.
 FO0044
 FO0044.The dynamic height is computed by dividing the NAVD 88
 FO0044.geopotential number by the normal gravity value computed on the
 FO0044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0044.degrees latitude (g = 980.6199 gals.).
 FO0044
 FO0044.The modeled gravity was interpolated from observed gravity values.
 FO0044
 FO0044;                    North         East    Units  Estimated Accuracy
 FO0044;SPC NM C     -   509,460.      492,930.      MT  (+/- 180 meters Scaled)
 FO0044
 FO0044                          SUPERSEDED SURVEY CONTROL
 FO0044
 FO0044  NGVD 29 (??/??/92) 1598.699  (m)         5245.06   (f) ADJ UNCH    1 2
 FO0044
 FO0044.Superseded values are not recommended for survey control.
 FO0044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0044.See file dsdata.txt to determine how the superseded data were derived.
 FO0044
 FO0044_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV796397(NAD 83)
 FO0044_MARKER: DB = BENCH MARK DISK
 FO0044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FO0044_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FO0044_STAMPING: J 74 1934
 FO0044_MARK LOGO: CGS   
 FO0044_MAGNETIC: N = NO MAGNETIC MATERIAL
 FO0044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO0044+STABILITY: SURFACE MOTION
 FO0044_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FO0044+SATELLITE: SATELLITE OBSERVATIONS - January 05, 1999
 FO0044
 FO0044  HISTORY     - Date     Condition        Report By
 FO0044  HISTORY     - 1934     MONUMENTED       CGS
 FO0044  HISTORY     - 1951     GOOD             NGS
 FO0044  HISTORY     - 19990105 GOOD             NGS
 FO0044
 FO0044                          STATION DESCRIPTION
 FO0044
 FO0044'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 FO0044'2.0 MI N FROM PENABLANCA.
 FO0044'2.0 MILES NORTH ALONG A GRAVELED ROAD FROM THE CATHOLIC CHURCH AT
 FO0044'PENABLANCA, 0.2 MILE NORTH OF THE CROSSING OVER A LARGE WASH, 0.2 MILE
 FO0044'SOUTH OF A POINT WHERE THE ROAD MEETS A POWER LINE, 99 FEET SOUTHWEST
 FO0044'OF THE CENTER LINE OF A NORTHWEST AND SOUTHEAST GRAVELED ROAD, 50 FEET
 FO0044'SOUTHWEST OF THE CENTER LINE OF A NORTHWEST AND SOUTHEAST GRAVELED
 FO0044'ROAD WHICH IS BELOW THE OTHER ROAD, 3 FEET NORTHWEST OF A WITNESS
 FO0044'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.7 FOOT ABOVE
 FO0044'THE GROUND.
 FO0044
 FO0044                          STATION RECOVERY (1999)
 FO0044
 FO0044'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (WAS)
 FO0044'2.5 KM (1.55 MI) NORTHERLY ALONG STATE HIGHWAY 22 FROM THE POST OFFICE
 FO0044'IN PENA BLANCA, 85.4 M (280.2 FT) NORTHEAST OF THE NORTHEAST CORNER OF
 FO0044'A HIGHWAY BRIDGE SPANNING THE SANTA FE RIVER, 70.3 M (230.6 FT) EAST
 FO0044'OF THE HIGHWAY CENTERLINE, 49.9 M (163.7 FT) SOUTH OF THE CENTER OF A
 FO0044'FIELD ENTRANCE, 24.6 M (80.7 FT) EAST OF A WITNESS POST AND FENCE, 4.0
 FO0044'M (13.1 FT) BELOW THE LEVEL OF THE HIGHWAY, AND THE MONUMENT PROJECTS
 FO0044'0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.  NOTE--THE MONUMENT IS ON THE
 FO0044'COCHITI INDIAN RESERVATION, MR.  ISAAC HERRERA, GOVERNOR, P.O. BOX 70,
 FO0044'COCHITI PUEBLO, NM 87072.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0123 ***********************************************************************
 FN0123  DESIGNATION -  J 75
 FN0123  PID         -  FN0123
 FN0123  STATE/COUNTY-  NM/SAN MIGUEL
 FN0123  USGS QUAD   -  ONAVA (1976)
 FN0123
 FN0123                         *CURRENT SURVEY CONTROL
 FN0123  ___________________________________________________________________
 FN0123* NAD 83(1986)-  35 43 40.     (N)    105 03 04.     (W)     SCALED    
 FN0123* NAVD 88     -      2009.146  (meters)    6591.67   (feet)  ADJUSTED  
 FN0123  ___________________________________________________________________
 FN0123  GEOID HEIGHT-         -18.83  (meters)                     GEOID03
 FN0123  DYNAMIC HT  -        2006.399 (meters)    6582.66  (feet)  COMP
 FN0123  MODELED GRAV-     979,193.8   (mgal)                       NAVD 88
 FN0123
 FN0123  VERT ORDER  -  SECOND    CLASS 0
 FN0123
 FN0123.The horizontal coordinates were scaled from a topographic map and have
 FN0123.an estimated accuracy of +/- 6 seconds.
 FN0123
 FN0123.The orthometric height was determined by differential leveling
 FN0123.and adjusted by the National Geodetic Survey in June 1991..
 FN0123
 FN0123.The geoid height was determined by GEOID03.
 FN0123
 FN0123.The dynamic height is computed by dividing the NAVD 88
 FN0123.geopotential number by the normal gravity value computed on the
 FN0123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FN0123.degrees latitude (g = 980.6199 gals.).
 FN0123
 FN0123.The modeled gravity was interpolated from observed gravity values.
 FN0123
 FN0123;                    North         East    Units  Estimated Accuracy
 FN0123;SPC NM E     -   524,550.      100,070.      MT  (+/- 180 meters Scaled)
 FN0123
 FN0123                          SUPERSEDED SURVEY CONTROL
 FN0123
 FN0123  NGVD 29 (??/??/92) 2008.164  (m)         6588.45   (f) ADJ UNCH    2 0
 FN0123
 FN0123.Superseded values are not recommended for survey control.
 FN0123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0123.See file dsdata.txt to determine how the superseded data were derived.
 FN0123
 FN0123_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV953537(NAD 83)
 FN0123_MARKER: DB = BENCH MARK DISK
 FN0123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FN0123_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FN0123_STAMPING: J 75 1934
 FN0123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FN0123+STABILITY: SURFACE MOTION
 FN0123
 FN0123  HISTORY     - Date     Condition        Report By
 FN0123  HISTORY     - 1934     MONUMENTED       CGS
 FN0123
 FN0123                          STATION DESCRIPTION
 FN0123
 FN0123'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FN0123'5.8 MI SW FROM WATROUS.
 FN0123'5.8 MI. S.W. OF DEPOT ON A.T. AND S.F. RY.  11 FT. W. OF SECOND POLE.
 FN0123'S.W. OF MILE POLE NO. 756, 47 FT. N.W. OF CENTER LINE OF TRACK, 3 FT.
 FN0123'S.E. OF FENCE AND 33 FT. S.E. OF U.S. NO. 85.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0252 ***********************************************************************
 FN0252  DESIGNATION -  J 77
 FN0252  PID         -  FN0252
 FN0252  STATE/COUNTY-  NM/GUADALUPE
 FN0252  USGS QUAD   -  THOMPSON RANCH (1963)
 FN0252
 FN0252                         *CURRENT SURVEY CONTROL
 FN0252  ___________________________________________________________________
 FN0252* NAD 83(1986)-  35 07 27.     (N)    105 03 42.     (W)     SCALED    
 FN0252* NAVD 88     -      1639.611  (meters)    5379.29   (feet)  ADJUSTED  
 FN0252  ___________________________________________________________________
 FN0252  GEOID HEIGHT-         -20.88  (meters)                     GEOID03
 FN0252  DYNAMIC HT  -        1637.402 (meters)    5372.04  (feet)  COMP
 FN0252  MODELED GRAV-     979,229.3   (mgal)                       NAVD 88
 FN0252
 FN0252  VERT ORDER  -  SECOND    CLASS 0
 FN0252
 FN0252.The horizontal coordinates were scaled from a topographic map and have
 FN0252.an estimated accuracy of +/- 6 seconds.
 FN0252
 FN0252.The orthometric height was determined by differential leveling
 FN0252.and adjusted by the National Geodetic Survey in June 1991..
 FN0252
 FN0252.The geoid height was determined by GEOID03.
 FN0252
 FN0252.The dynamic height is computed by dividing the NAVD 88
 FN0252.geopotential number by the normal gravity value computed on the
 FN0252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FN0252.degrees latitude (g = 980.6199 gals.).
 FN0252
 FN0252.The modeled gravity was interpolated from observed gravity values.
 FN0252
 FN0252;                    North         East    Units  Estimated Accuracy
 FN0252;SPC NM E     -   457,600.       98,620.      MT  (+/- 180 meters Scaled)
 FN0252
 FN0252                          SUPERSEDED SURVEY CONTROL
 FN0252
 FN0252  NGVD 29 (??/??/92) 1638.829  (m)         5376.72   (f) ADJ UNCH    2 0
 FN0252
 FN0252.Superseded values are not recommended for survey control.
 FN0252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0252.See file dsdata.txt to determine how the superseded data were derived.
 FN0252
 FN0252_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDU943868(NAD 83)
 FN0252_MARKER: DB = BENCH MARK DISK
 FN0252_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FN0252_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FN0252_STAMPING: J 77 1934
 FN0252_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FN0252+STABILITY: SURFACE MOTION
 FN0252
 FN0252  HISTORY     - Date     Condition        Report By
 FN0252  HISTORY     - 1934     MONUMENTED       CGS
 FN0252
 FN0252                          STATION DESCRIPTION
 FN0252
 FN0252'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FN0252'5.0 MI SE FROM DILIA.
 FN0252'5.0 MILES SOUTHEAST ALONG U. S. HIGHWAY 84 FROM DILIA, GUADALUPE
 FN0252'COUNTY, 300 FEET SOUTHEAST OF A CURVE ON A HILL, AND 36 FEET NORTHEAST
 FN0252'OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, SET IN THE TOP OF
 FN0252'A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0138 ***********************************************************************
 FN0138  DESIGNATION -  J 78
 FN0138  PID         -  FN0138
 FN0138  STATE/COUNTY-  NM/MORA
 FN0138  USGS QUAD   -  MORA (1965)
 FN0138
 FN0138                         *CURRENT SURVEY CONTROL
 FN0138  ___________________________________________________________________
 FN0138* NAD 83(1986)-  35 52 34.     (N)    105 15 12.     (W)     SCALED    
 FN0138* NAVD 88     -      2150.904  (meters)    7056.76   (feet)  ADJUSTED  
 FN0138  ___________________________________________________________________
 FN0138  GEOID HEIGHT-         -18.05  (meters)                     GEOID03
 FN0138  DYNAMIC HT  -        2147.900 (meters)    7046.90  (feet)  COMP
 FN0138  MODELED GRAV-     979,159.1   (mgal)                       NAVD 88
 FN0138
 FN0138  VERT ORDER  -  SECOND    CLASS 0
 FN0138
 FN0138.The horizontal coordinates were scaled from a topographic map and have
 FN0138.an estimated accuracy of +/- 6 seconds.
 FN0138
 FN0138.The orthometric height was determined by differential leveling
 FN0138.and adjusted by the National Geodetic Survey in June 1991..
 FN0138
 FN0138.The geoid height was determined by GEOID03.
 FN0138
 FN0138.The dynamic height is computed by dividing the NAVD 88
 FN0138.geopotential number by the normal gravity value computed on the
 FN0138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FN0138.degrees latitude (g = 980.6199 gals.).
 FN0138
 FN0138.The modeled gravity was interpolated from observed gravity values.
 FN0138
 FN0138;                    North         East    Units  Estimated Accuracy
 FN0138;SPC NM E     -   541,160.       81,930.      MT  (+/- 180 meters Scaled)
 FN0138
 FN0138                          SUPERSEDED SURVEY CONTROL
 FN0138
 FN0138  NGVD 29 (??/??/92) 2149.833  (m)         7053.24   (f) ADJ UNCH    2 0
 FN0138
 FN0138.Superseded values are not recommended for survey control.
 FN0138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0138.See file dsdata.txt to determine how the superseded data were derived.
 FN0138
 FN0138_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV771702(NAD 83)
 FN0138_MARKER: DB = BENCH MARK DISK
 FN0138_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FN0138_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FN0138_STAMPING: J 78 1934
 FN0138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FN0138+STABILITY: SURFACE MOTION
 FN0138
 FN0138  HISTORY     - Date     Condition        Report By
 FN0138  HISTORY     - 1934     MONUMENTED       CGS
 FN0138  HISTORY     - 1962     GOOD             USGS
 FN0138
 FN0138                          STATION DESCRIPTION
 FN0138
 FN0138'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 FN0138'10 MI S FROM MORA.
 FN0138'10 MILES SOUTH ALONG STATE HIGHWAY 3 FROM MORA, MORA COUNTY, TO A WIRE
 FN0138'GATE ON THE WEST SIDE OF THE HIGHWAY, 80 YARDS NORTH OF CEBOLLA RIVER
 FN0138'BRIDGE, THENCE WEST AND NORTH ALONG THE OLD HIGHWAY ROADBED, 0.2
 FN0138'MILES, 10 FEET SOUTH, 16 FEET WEST AND 1 FOOT HIGHER THAN THE WEST
 FN0138'EDGE OF THE NORTH ONE OF 2 LONE PINE TREES ON THE WEST EDGE OF A DEEP
 FN0138'NORTH-SOUTH WASH.  A STANDARD DISK, SET IN A CONCRETE POST PROJECTING
 FN0138'0.6 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0485 ***********************************************************************
 GM0485  DESIGNATION -  J 79
 GM0485  PID         -  GM0485
 GM0485  STATE/COUNTY-  NM/TAOS
 GM0485  USGS QUAD   -  RANCHOS DE TAOS (1995)
 GM0485
 GM0485                         *CURRENT SURVEY CONTROL
 GM0485  ___________________________________________________________________
 GM0485* NAD 83(1986)-  36 17 20.     (N)    105 34 44.     (W)     SCALED    
 GM0485* NAVD 88     -      2225.408  (meters)    7301.19   (feet)  ADJUSTED  
 GM0485  ___________________________________________________________________
 GM0485  GEOID HEIGHT-         -17.22  (meters)                     GEOID03
 GM0485  DYNAMIC HT  -        2222.312 (meters)    7291.04  (feet)  COMP
 GM0485  MODELED GRAV-     979,161.5   (mgal)                       NAVD 88
 GM0485
 GM0485  VERT ORDER  -  SECOND    CLASS 0
 GM0485
 GM0485.The horizontal coordinates were scaled from a topographic map and have
 GM0485.an estimated accuracy of +/- 6 seconds.
 GM0485
 GM0485.The orthometric height was determined by differential leveling
 GM0485.and adjusted by the National Geodetic Survey in June 1991..
 GM0485
 GM0485.The geoid height was determined by GEOID03.
 GM0485
 GM0485.The dynamic height is computed by dividing the NAVD 88
 GM0485.geopotential number by the normal gravity value computed on the
 GM0485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GM0485.degrees latitude (g = 980.6199 gals.).
 GM0485
 GM0485.The modeled gravity was interpolated from observed gravity values.
 GM0485
 GM0485;                    North         East    Units  Estimated Accuracy
 GM0485;SPC NM C     -   586,770.      560,280.      MT  (+/- 180 meters Scaled)
 GM0485
 GM0485                          SUPERSEDED SURVEY CONTROL
 GM0485
 GM0485  NGVD 29 (??/??/92) 2224.262  (m)         7297.43   (f) ADJ UNCH    2 0
 GM0485
 GM0485.Superseded values are not recommended for survey control.
 GM0485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0485.See file dsdata.txt to determine how the superseded data were derived.
 GM0485
 GM0485_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDA480161(NAD 83)
 GM0485_MARKER: DB = BENCH MARK DISK
 GM0485_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GM0485_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GM0485_STAMPING: J 79 1934
 GM0485_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GM0485+STABILITY: SURFACE MOTION
 GM0485
 GM0485  HISTORY     - Date     Condition        Report By
 GM0485  HISTORY     - 1934     MONUMENTED       CGS
 GM0485  HISTORY     - 1962     GOOD             USGS
 GM0485
 GM0485                          STATION DESCRIPTION
 GM0485
 GM0485'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 GM0485'9.0 MI S FROM TAOS.
 GM0485'9.0 MILES SOUTH ALONG STATE HIGHWAY 3 FROM TAOS, TAOS COUNTY, 50 YARDS
 GM0485'NORTH OF AN OLD CREEK BED, IN A FLAT BETWEEN THE HIGHWAY AND AN OLD
 GM0485'HIGHWAY, 58 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, AND 25 FEET
 GM0485'WEST OF THE OLD HIGHWAY.  A STANDARD DISK, SET IN THE TOP OF A
 GM0485'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0034 ***********************************************************************
 DR0034  DESIGNATION -  J 8
 DR0034  PID         -  DR0034
 DR0034  STATE/COUNTY-  NM/CHAVES
 DR0034  USGS QUAD   -  CAMPBELL (1979)
 DR0034
 DR0034                         *CURRENT SURVEY CONTROL
 DR0034  ___________________________________________________________________
 DR0034* NAD 83(1986)-  33 37 10.     (N)    104 10 09.     (W)     SCALED    
 DR0034* NAVD 88     -      1191.387  (meters)    3908.74   (feet)  ADJUSTED  
 DR0034  ___________________________________________________________________
 DR0034  GEOID HEIGHT-         -23.21  (meters)                     GEOID03
 DR0034  DYNAMIC HT  -        1189.766 (meters)    3903.42  (feet)  COMP
 DR0034  MODELED GRAV-     979,235.3   (mgal)                       NAVD 88
 DR0034
 DR0034  VERT ORDER  -  FIRST     CLASS II
 DR0034
 DR0034.The horizontal coordinates were scaled from a topographic map and have
 DR0034.an estimated accuracy of +/- 6 seconds.
 DR0034
 DR0034.The orthometric height was determined by differential leveling
 DR0034.and adjusted by the National Geodetic Survey in June 1991..
 DR0034
 DR0034.The geoid height was determined by GEOID03.
 DR0034
 DR0034.The dynamic height is computed by dividing the NAVD 88
 DR0034.geopotential number by the normal gravity value computed on the
 DR0034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0034.degrees latitude (g = 980.6199 gals.).
 DR0034
 DR0034.The modeled gravity was interpolated from observed gravity values.
 DR0034
 DR0034;                    North         East    Units  Estimated Accuracy
 DR0034;SPC NM E     -   290,460.      180,230.      MT  (+/- 180 meters Scaled)
 DR0034
 DR0034                          SUPERSEDED SURVEY CONTROL
 DR0034
 DR0034  NGVD 29 (??/??/92) 1190.805  (m)         3906.83   (f) ADJ UNCH    1 2
 DR0034
 DR0034.Superseded values are not recommended for survey control.
 DR0034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0034.See file dsdata.txt to determine how the superseded data were derived.
 DR0034
 DR0034_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SET770202(NAD 83)
 DR0034_MARKER: X = CHISELED CROSS
 DR0034_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DR0034_SP_SET: MILEPOST
 DR0034_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR0034
 DR0034  HISTORY     - Date     Condition        Report By
 DR0034  HISTORY     - UNK      MONUMENTED       CGS
 DR0034  HISTORY     - 1941     GOOD             NGS
 DR0034  HISTORY     - 1961     MARK NOT FOUND   NGS
 DR0034
 DR0034                          STATION DESCRIPTION
 DR0034
 DR0034'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 DR0034'2.4 MI NE FROM CAMPBELL.
 DR0034'2.4 MILES NORTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 DR0034'FROM THE STATION AT CAMPBELL, ON THE TOP OF IRON MILEPOST 80, 10 FEET
 DR0034'NORTHWEST OF THE CENTERLINE OF THE TRACK, AND LEVEL WITH THE TRACK. A
 DR0034'CHISELED CROSS.
 DR0034
 DR0034                          STATION RECOVERY (1961)
 DR0034
 DR0034'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 DR0034'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0540 ***********************************************************************
 GM0540  DESIGNATION -  J 80
 GM0540  PID         -  GM0540
 GM0540  STATE/COUNTY-  NM/TAOS
 GM0540  USGS QUAD   -  COSTILLA (1963)
 GM0540
 GM0540                         *CURRENT SURVEY CONTROL
 GM0540  ___________________________________________________________________
 GM0540* NAD 83(1986)-  36 54 55.     (N)    105 33 49.     (W)     SCALED    
 GM0540* NAVD 88     -      2331.184  (meters)    7648.23   (feet)  ADJUSTED  
 GM0540  ___________________________________________________________________
 GM0540  GEOID HEIGHT-         -16.85  (meters)                     GEOID03
 GM0540  DYNAMIC HT  -        2327.962 (meters)    7637.66  (feet)  COMP
 GM0540  MODELED GRAV-     979,165.8   (mgal)                       NAVD 88
 GM0540
 GM0540  VERT ORDER  -  SECOND    CLASS 0
 GM0540
 GM0540.The horizontal coordinates were scaled from a topographic map and have
 GM0540.an estimated accuracy of +/- 6 seconds.
 GM0540
 GM0540.The orthometric height was determined by differential leveling
 GM0540.and adjusted by the National Geodetic Survey in June 1991..
 GM0540
 GM0540.The geoid height was determined by GEOID03.
 GM0540
 GM0540.The dynamic height is computed by dividing the NAVD 88
 GM0540.geopotential number by the normal gravity value computed on the
 GM0540.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GM0540.degrees latitude (g = 980.6199 gals.).
 GM0540
 GM0540.The modeled gravity was interpolated from observed gravity values.
 GM0540
 GM0540;                    North         East    Units  Estimated Accuracy
 GM0540;SPC NM C     -   656,290.      561,160.      MT  (+/- 180 meters Scaled)
 GM0540
 GM0540                          SUPERSEDED SURVEY CONTROL
 GM0540
 GM0540  NGVD 29 (??/??/92) 2329.897  (m)         7644.00   (f) ADJ UNCH    2 0
 GM0540
 GM0540.Superseded values are not recommended for survey control.
 GM0540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0540.See file dsdata.txt to determine how the superseded data were derived.
 GM0540
 GM0540_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDA497856(NAD 83)
 GM0540_MARKER: DB = BENCH MARK DISK
 GM0540_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GM0540_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GM0540_STAMPING: J 80 1934
 GM0540_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GM0540+STABILITY: SURFACE MOTION
 GM0540
 GM0540  HISTORY     - Date     Condition        Report By
 GM0540  HISTORY     - 1934     MONUMENTED       CGS
 GM0540  HISTORY     - 1963     MARK NOT FOUND   USGS
 GM0540
 GM0540                          STATION DESCRIPTION
 GM0540
 GM0540'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GM0540'14.7 MI N FROM QUESTA.
 GM0540'IN TAOS COUNTY, NEW MEXICO, 14.7 MILES NORTH ALONG STATE HIGHWAY 3
 GM0540'FROM QUESTA, TAOS COUNTY, NEW MEXICO, 12.2 MILES SOUTHEAST OF JAROSO,
 GM0540'COSTILLA COUNTY, COLORADO, 0.7 MILE NORTH OF URACA RANCH, 63 FEET
 GM0540'NORTH OF A SECONDARY ROAD LEADING SOUTHEAST, AND 36 FEET EAST OF THE
 GM0540'CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, SET IN THE TOP OF A
 GM0540'CONCRETE POST.
 GM0540
 GM0540                          STATION RECOVERY (1963)
 GM0540
 GM0540'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 GM0540'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0112 ***********************************************************************
 FO0112  DESIGNATION -  J 81
 FO0112  PID         -  FO0112
 FO0112  STATE/COUNTY-  NM/SANTA FE
 FO0112  USGS QUAD   -  PUYE (1993)
 FO0112
 FO0112                         *CURRENT SURVEY CONTROL
 FO0112  ___________________________________________________________________
 FO0112* NAD 83(1986)-  35 53 04.     (N)    106 09 15.     (W)     SCALED    
 FO0112* NAVD 88     -      1714.422  (meters)    5624.73   (feet)  ADJUSTED  
 FO0112  ___________________________________________________________________
 FO0112  GEOID HEIGHT-         -19.33  (meters)                     GEOID03
 FO0112  DYNAMIC HT  -        1712.109 (meters)    5617.14  (feet)  COMP
 FO0112  MODELED GRAV-     979,224.3   (mgal)                       NAVD 88
 FO0112
 FO0112  VERT ORDER  -  SECOND    CLASS 0
 FO0112
 FO0112.The horizontal coordinates were scaled from a topographic map and have
 FO0112.an estimated accuracy of +/- 6 seconds.
 FO0112
 FO0112.The orthometric height was determined by differential leveling
 FO0112.and adjusted by the National Geodetic Survey in June 1991..
 FO0112
 FO0112.The geoid height was determined by GEOID03.
 FO0112
 FO0112.The dynamic height is computed by dividing the NAVD 88
 FO0112.geopotential number by the normal gravity value computed on the
 FO0112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0112.degrees latitude (g = 980.6199 gals.).
 FO0112
 FO0112.The modeled gravity was interpolated from observed gravity values.
 FO0112
 FO0112;                    North         East    Units  Estimated Accuracy
 FO0112;SPC NM C     -   541,700.      508,650.      MT  (+/- 180 meters Scaled)
 FO0112
 FO0112                          SUPERSEDED SURVEY CONTROL
 FO0112
 FO0112  NGVD 29 (??/??/92) 1713.425  (m)         5621.46   (f) ADJ UNCH    2 0
 FO0112
 FO0112.Superseded values are not recommended for survey control.
 FO0112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0112.See file dsdata.txt to determine how the superseded data were derived.
 FO0112
 FO0112_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV958717(NAD 83)
 FO0112_MARKER: DB = BENCH MARK DISK
 FO0112_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FO0112_SP_SET: CULVERT
 FO0112_STAMPING: J 81 1934
 FO0112_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FO0112
 FO0112  HISTORY     - Date     Condition        Report By
 FO0112  HISTORY     - 1934     MONUMENTED       CGS
 FO0112  HISTORY     - 1952     MARK NOT FOUND   USGS
 FO0112
 FO0112                          STATION DESCRIPTION
 FO0112
 FO0112'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 FO0112'1.0 MI W FROM OTOWI.
 FO0112'1.0 MILE WEST ALONG STATE HIGHWAY 4 FROM THE OTOWI HIGHWAY BRIDGE OVER
 FO0112'RIO GRANDE RIVER AT OTOWI, SANTA FE COUNTY, 210 FEET WEST OF THE
 FO0112'CENTER OF THE JUNCTION OF STATE HIGHWAY 5, AT A CONCRETE CULVERT, IN
 FO0112'THE TOP OF THE EAST END OF THE HEADWALL, 18 FEET EAST OF A SMALL DRY
 FO0112'WASH, 12 FEET NORTH OF THE CENTERLINE OF STATE HIGHWAY 4, AND LEVEL
 FO0112'WITH THE HIGHWAY. A STANDARD DISK, STAMPED J 81 1934. NOTE--NEW
 FO0112'HIGHWAY CONSTRUCTED ON OLD GRADE, AND SEARCH REVEALED NO EVIDENCE OF
 FO0112'HEADWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0868 ***********************************************************************
 DS0868  DESIGNATION -  J 82
 DS0868  PID         -  DS0868
 DS0868  STATE/COUNTY-  NM/SIERRA
 DS0868  USGS QUAD   -  CUCHILLO (1980)
 DS0868
 DS0868                         *CURRENT SURVEY CONTROL
 DS0868  ___________________________________________________________________
 DS0868* NAD 83(1986)-  33 14 46.     (N)    107 17 19.     (W)     SCALED    
 DS0868* NAVD 88     -      1489.457  (meters)    4886.66   (feet)  ADJUSTED  
 DS0868  ___________________________________________________________________
 DS0868  GEOID HEIGHT-         -23.18  (meters)                     GEOID03
 DS0868  DYNAMIC HT  -        1487.272 (meters)    4879.49  (feet)  COMP
 DS0868  MODELED GRAV-     979,118.4   (mgal)                       NAVD 88
 DS0868
 DS0868  VERT ORDER  -  FIRST     CLASS II
 DS0868
 DS0868.The horizontal coordinates were scaled from a topographic map and have
 DS0868.an estimated accuracy of +/- 6 seconds.
 DS0868
 DS0868.The orthometric height was determined by differential leveling
 DS0868.and adjusted by the National Geodetic Survey in June 1991..
 DS0868
 DS0868.The geoid height was determined by GEOID03.
 DS0868
 DS0868.The dynamic height is computed by dividing the NAVD 88
 DS0868.geopotential number by the normal gravity value computed on the
 DS0868.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0868.degrees latitude (g = 980.6199 gals.).
 DS0868
 DS0868.The modeled gravity was interpolated from observed gravity values.
 DS0868
 DS0868;                    North         East    Units  Estimated Accuracy
 DS0868;SPC NM W     -   249,180.      880,760.      MT  (+/- 180 meters Scaled)
 DS0868
 DS0868                          SUPERSEDED SURVEY CONTROL
 DS0868
 DS0868  NGVD 29 (??/??/92) 1488.783  (m)         4884.45   (f) ADJ UNCH    1 2
 DS0868
 DS0868.Superseded values are not recommended for survey control.
 DS0868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0868.See file dsdata.txt to determine how the superseded data were derived.
 DS0868
 DS0868_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBS867809(NAD 83)
 DS0868_MARKER: DB = BENCH MARK DISK
 DS0868_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0868_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0868_STAMPING: J 82 1934
 DS0868_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0868+STABILITY: SURFACE MOTION
 DS0868
 DS0868  HISTORY     - Date     Condition        Report By
 DS0868  HISTORY     - 1934     MONUMENTED       CGS
 DS0868  HISTORY     - 1950     GOOD             NGS
 DS0868
 DS0868                          STATION DESCRIPTION
 DS0868
 DS0868'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 DS0868'12.5 MI N FROM HOT SPRINGS.
 DS0868'9.3 MILES NORTH ALONG U.S. HIGHWAY 85 FROM THE POST OFFICE AT HOT
 DS0868'SPRINGS, THENCE 2.0 MILES WEST ALONG STATE HIGHWAY 52, THENCE 1.2
 DS0868'MILES SOUTHEAST ALONG OLD U.S. HIGHWAY 85, 70 FEET SOUTHWEST OF THE
 DS0868'CENTER LINE OF THE OLD HIGHWAY, 2 FEET NORTHWEST OF A WITNESS POST,
 DS0868'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE
 DS0868'GROUND.  NOTE-- HOT SPRINGS N.M. HAS BEEN RENAMED TRUTH OR
 DS0868'CONSEQUENCES N.M.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0578 ***********************************************************************
 FO0578  DESIGNATION -  J 83
 FO0578  PID         -  FO0578
 FO0578  STATE/COUNTY-  NM/SANDOVAL
 FO0578  USGS QUAD   -  PONDEROSA (1993)
 FO0578
 FO0578                         *CURRENT SURVEY CONTROL
 FO0578  ___________________________________________________________________
 FO0578* NAD 83(1986)-  35 38 52.     (N)    106 43 46.     (W)     SCALED    
 FO0578* NAVD 88     -      1709.189  (meters)    5607.56   (feet)  ADJUSTED  
 FO0578  ___________________________________________________________________
 FO0578  GEOID HEIGHT-         -19.92  (meters)                     GEOID03
 FO0578  DYNAMIC HT  -        1706.912 (meters)    5600.09  (feet)  COMP
 FO0578  MODELED GRAV-     979,241.2   (mgal)                       NAVD 88
 FO0578
 FO0578  VERT ORDER  -  SECOND    CLASS 0
 FO0578
 FO0578.The horizontal coordinates were scaled from a topographic map and have
 FO0578.an estimated accuracy of +/- 6 seconds.
 FO0578
 FO0578.The orthometric height was determined by differential leveling
 FO0578.and adjusted by the National Geodetic Survey in June 1991..
 FO0578
 FO0578.The geoid height was determined by GEOID03.
 FO0578
 FO0578.The dynamic height is computed by dividing the NAVD 88
 FO0578.geopotential number by the normal gravity value computed on the
 FO0578.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0578.degrees latitude (g = 980.6199 gals.).
 FO0578
 FO0578.The modeled gravity was interpolated from observed gravity values.
 FO0578
 FO0578;                    North         East    Units  Estimated Accuracy
 FO0578;SPC NM C     -   515,540.      456,580.      MT  (+/- 180 meters Scaled)
 FO0578
 FO0578                          SUPERSEDED SURVEY CONTROL
 FO0578
 FO0578  NGVD 29 (??/??/92) 1708.268  (m)         5604.54   (f) ADJ UNCH    2 0
 FO0578
 FO0578.Superseded values are not recommended for survey control.
 FO0578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0578.See file dsdata.txt to determine how the superseded data were derived.
 FO0578
 FO0578_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV434462(NAD 83)
 FO0578_MARKER: DB = BENCH MARK DISK
 FO0578_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FO0578_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FO0578_STAMPING: J 83 1934
 FO0578_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO0578+STABILITY: SURFACE MOTION
 FO0578
 FO0578  HISTORY     - Date     Condition        Report By
 FO0578  HISTORY     - 1934     MONUMENTED       CGS
 FO0578  HISTORY     - 1952     GOOD             USGS
 FO0578
 FO0578                          STATION DESCRIPTION
 FO0578
 FO0578'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 FO0578'2.6 MI NW FROM JEMEZ.
 FO0578'2.6 MILES NORTHWEST OF, ALONG STATE HIGHWAY 4 FROM THE CATHOLIC CHURCH
 FO0578'AT JEMEZ, 450 FEET SOUTHWEST OF THE CENTER OF THE HIGHWAY, AND 155
 FO0578'FEET NORTHWEST OF A DEEP CUT, 15 FEET SOUTH OF THE CENTER AND 3 FEET
 FO0578'LOWER THAN THE EMBANKMENT OF AN ABANDONED RAILROAD.  A STANDARD DISK,
 FO0578'STAMPED J 83 1934, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 FO0578'0.5 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1152 ***********************************************************************
 GL1152  DESIGNATION -  J 84
 GL1152  PID         -  GL1152
 GL1152  STATE/COUNTY-  NM/UNION
 GL1152  USGS QUAD   -  FOLSOM (1972)
 GL1152
 GL1152                         *CURRENT SURVEY CONTROL
 GL1152  ___________________________________________________________________
 GL1152* NAD 83(1986)-  36 50 37.     (N)    103 55 16.     (W)     SCALED    
 GL1152* NAVD 88     -      1953.679  (meters)    6409.70   (feet)  ADJUSTED  
 GL1152  ___________________________________________________________________
 GL1152  GEOID HEIGHT-         -19.02  (meters)                     GEOID03
 GL1152  DYNAMIC HT  -        1951.265 (meters)    6401.78  (feet)  COMP
 GL1152  MODELED GRAV-     979,325.3   (mgal)                       NAVD 88
 GL1152
 GL1152  VERT ORDER  -  SECOND    CLASS 0
 GL1152
 GL1152.The horizontal coordinates were scaled from a topographic map and have
 GL1152.an estimated accuracy of +/- 6 seconds.
 GL1152
 GL1152.The orthometric height was determined by differential leveling
 GL1152.and adjusted by the National Geodetic Survey in June 1991..
 GL1152
 GL1152.The geoid height was determined by GEOID03.
 GL1152
 GL1152.The dynamic height is computed by dividing the NAVD 88
 GL1152.geopotential number by the normal gravity value computed on the
 GL1152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL1152.degrees latitude (g = 980.6199 gals.).
 GL1152
 GL1152.The modeled gravity was interpolated from observed gravity values.
 GL1152
 GL1152;                    North         East    Units  Estimated Accuracy
 GL1152;SPC NM E     -   648,200.      201,760.      MT  (+/- 180 meters Scaled)
 GL1152
 GL1152                          SUPERSEDED SURVEY CONTROL
 GL1152
 GL1152  NGVD 29 (??/??/92) 1952.688  (m)         6406.44   (f) ADJ UNCH    2 0
 GL1152
 GL1152.Superseded values are not recommended for survey control.
 GL1152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1152.See file dsdata.txt to determine how the superseded data were derived.
 GL1152
 GL1152_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEA961780(NAD 83)
 GL1152_MARKER: DB = BENCH MARK DISK
 GL1152_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GL1152_SP_SET: FOUNDATION
 GL1152_STAMPING: J-84 1934
 GL1152_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GL1152
 GL1152  HISTORY     - Date     Condition        Report By
 GL1152  HISTORY     - 1934     MONUMENTED       CGS
 GL1152  HISTORY     - 1970     GOOD             AMS
 GL1152
 GL1152                          STATION DESCRIPTION
 GL1152
 GL1152'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GL1152'IN FOLSOM.
 GL1152'AT FOLSOM STATION.  ABOUT 200 YDS W OF THE STATION, 125 FEET N.W. OF
 GL1152'MILE POLE 282, IN THE CONCRETE FOUNDATION FOR THE S.W. LEG OF A LARGE
 GL1152'WATER TANK, 75 FEET N OF THE CENTERLINE OF THE TRACK, 45 FEET E OF THE
 GL1152'CENTERLINE OF US HWY NO. 64, PROJECTING 2.6 FEET.  NOTE-- WATER TANK
 GL1152'HAS BEEN REMOVED BUT FOUNDATION IS SOLID.
 GL1152
 GL1152                          STATION RECOVERY (1970)
 GL1152
 GL1152'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1970
 GL1152'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0979 ***********************************************************************
 DS0979  DESIGNATION -  J 86
 DS0979  PID         -  DS0979
 DS0979  STATE/COUNTY-  NM/SOCORRO
 DS0979  USGS QUAD   -  DUSTY (1995)
 DS0979
 DS0979                         *CURRENT SURVEY CONTROL
 DS0979  ___________________________________________________________________
 DS0979* NAD 83(1992)-  33 43 23.70638(N)    107 39 40.96855(W)     ADJUSTED  
 DS0979* NAVD 88     -      2127.722  (meters)    6980.70   (feet)  ADJUSTED  
 DS0979  ___________________________________________________________________
 DS0979  LAPLACE CORR-          -1.24  (seconds)                    DEFLEC99
 DS0979  GEOID HEIGHT-         -22.05  (meters)                     GEOID03
 DS0979  DYNAMIC HT  -        2124.348 (meters)    6969.63  (feet)  COMP
 DS0979  MODELED GRAV-     978,974.5   (mgal)                       NAVD 88
 DS0979
 DS0979  HORZ ORDER  -  SECOND
 DS0979  VERT ORDER  -  SECOND    CLASS 0
 DS0979
 DS0979.The horizontal coordinates were established by classical geodetic methods
 DS0979.and adjusted by the National Geodetic Survey in December 1993..
 DS0979
 DS0979.The orthometric height was determined by differential leveling
 DS0979.and adjusted by the National Geodetic Survey in June 1991..
 DS0979
 DS0979.The Laplace correction was computed from DEFLEC99 derived deflections.
 DS0979
 DS0979.The geoid height was determined by GEOID03.
 DS0979
 DS0979.The dynamic height is computed by dividing the NAVD 88
 DS0979.geopotential number by the normal gravity value computed on the
 DS0979.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0979.degrees latitude (g = 980.6199 gals.).
 DS0979
 DS0979.The modeled gravity was interpolated from observed gravity values.
 DS0979
 DS0979;                    North         East     Units Scale Factor Converg.
 DS0979;SPC NM C     -   302,854.574   369,196.586   MT  1.00011086   -0 47 01.3
 DS0979;SPC NM C     -   993,615.38  1,211,272.47   sFT  1.00011086   -0 47 01.3
 DS0979;SPC NM W     -   301,978.346   845,935.870   MT  0.99991980   +0 05 43.7
 DS0979;SPC NM W     -   990,740.62  2,775,374.60   sFT  0.99991980   +0 05 43.7
 DS0979;UTM  13      - 3,734,652.439   253,398.874   MT  1.00034976   -1 28 41.9
 DS0979
 DS0979!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS0979!SPC NM C     -   0.99966954  x   1.00011086  =   0.99978037
 DS0979!SPC NM W     -   0.99966954  x   0.99991980  =   0.99958937
 DS0979!UTM  13      -   0.99966954  x   1.00034976  =   1.00001919
 DS0979
 DS0979                          SUPERSEDED SURVEY CONTROL
 DS0979
 DS0979  NAD 83(1986)-  33 43 23.71109(N)    107 39 40.97057(W) AD(       ) 2
 DS0979  NAD 27      -  33 43 23.48459(N)    107 39 38.82625(W) AD(       ) 2
 DS0979  NGVD 29 (??/??/92) 2126.782  (m)         6977.62   (f) ADJ UNCH    2 0
 DS0979
 DS0979.Superseded values are not recommended for survey control.
 DS0979.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0979.See file dsdata.txt to determine how the superseded data were derived.
 DS0979
 DS0979_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBT5339934652(NAD 83)
 DS0979_MARKER: DB = BENCH MARK DISK
 DS0979_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0979_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0979_STAMPING: J 86 1934
 DS0979_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0979+STABILITY: SURFACE MOTION
 DS0979
 DS0979  HISTORY     - Date     Condition        Report By
 DS0979  HISTORY     - 1966     MONUMENTED       CGS
 DS0979  HISTORY     - 1966     GOOD             NGS
 DS0979
 DS0979                          STATION DESCRIPTION
 DS0979
 DS0979'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 DS0979'BENCH MARK J 86 IS A STANDARD DISK, STAMPED J 86 1934, SET
 DS0979'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT PROJECTS
 DS0979'10 INCHES ABOVE THE GROUND.  IT IS 38 FEET WEST OF THE CENTERLINE
 DS0979'OF THE ROAD, 50 FEET SOUTH OF THE WITNESS POST AND 1.42 FEET
 DS0979'LOWER IN ELEVATION THAN THE STATION.
 DS0979
 DS0979                          STATION RECOVERY (1966)
 DS0979
 DS0979'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 DS0979'7 MI N FROM DUSTY.
 DS0979'THE STATION IS 7.0 MILES NORTH OF DUSTY POST OFFICE AND THE MCCRACKEN
 DS0979'RANCH, ABOUT 110 FEET SOUTHWEST OF THE CENTER OF A Y INTERSECTION AND
 DS0979'SIGN DUSTY 8- WINSTON 30- BEAVERHEAD ROAD 8- MAGDELLNA 48, 50 FEET
 DS0979'SOUTH OF A WITNESS POST AND 38 FEET WEST OF THE CENTERLINE OF A
 DS0979'GRAVELED ROAD.  THE MARK IS A STANDARD BENCH MARK DISK, STAMPED J 86
 DS0979'1934, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT PROJECTS
 DS0979'10 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0444 ***********************************************************************
 CX0444  DESIGNATION -  J 87
 CX0444  PID         -  CX0444
 CX0444  STATE/COUNTY-  NM/DONA ANA
 CX0444  USGS QUAD   -  WHITE SANDS (1955)
 CX0444
 CX0444                         *CURRENT SURVEY CONTROL
 CX0444  ___________________________________________________________________
 CX0444* NAD 83(1986)-  32 26 35.     (N)    106 27 03.     (W)     SCALED    
 CX0444* NAVD 88     -      1249.064  (meters)    4097.97   (feet)  ADJUSTED  
 CX0444  ___________________________________________________________________
 CX0444  GEOID HEIGHT-         -23.57  (meters)                     GEOID03
 CX0444  DYNAMIC HT  -        1247.198 (meters)    4091.85  (feet)  COMP
 CX0444  MODELED GRAV-     979,101.6   (mgal)                       NAVD 88
 CX0444
 CX0444  VERT ORDER  -  FIRST     CLASS I
 CX0444
 CX0444.The horizontal coordinates were scaled from a topographic map and have
 CX0444.an estimated accuracy of +/- 6 seconds.
 CX0444
 CX0444.The orthometric height was determined by differential leveling
 CX0444.and adjusted by the National Geodetic Survey in June 1991..
 CX0444.WARNING-Repeat measurements at this control monument indicate possible
 CX0444.vertical movement.
 CX0444
 CX0444.The geoid height was determined by GEOID03.
 CX0444
 CX0444.The dynamic height is computed by dividing the NAVD 88
 CX0444.geopotential number by the normal gravity value computed on the
 CX0444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0444.degrees latitude (g = 980.6199 gals.).
 CX0444
 CX0444.The modeled gravity was interpolated from observed gravity values.
 CX0444
 CX0444;                    North         East    Units  Estimated Accuracy
 CX0444;SPC NM C     -   160,010.      481,120.      MT  (+/- 180 meters Scaled)
 CX0444
 CX0444                          SUPERSEDED SURVEY CONTROL
 CX0444
 CX0444  NGVD 29 (??/??/92) 1248.455  (m)         4095.97   (f) ADJ UNCH    1 1
 CX0444
 CX0444.Superseded values are not recommended for survey control.
 CX0444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0444.See file dsdata.txt to determine how the superseded data were derived.
 CX0444
 CX0444_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR636904(NAD 83)
 CX0444_MARKER: DB = BENCH MARK DISK
 CX0444_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX0444_SP_SET: CONCRETE POST
 CX0444_STAMPING: J 87 1934
 CX0444_MARK LOGO: CGS   
 CX0444_PROJECTION: PROJECTING 5 CENTIMETERS
 CX0444_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX0444+STABILITY: SURFACE MOTION
 CX0444
 CX0444  HISTORY     - Date     Condition        Report By
 CX0444  HISTORY     - 1934     MONUMENTED       CGS
 CX0444  HISTORY     - 1968     GOOD             NGS
 CX0444  HISTORY     - 1986     GOOD             NGS
 CX0444
 CX0444                          STATION DESCRIPTION
 CX0444
 CX0444'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CX0444'4.9 MI NNE FROM WHITE SANDS MISSILE RANGE.
 CX0444'4.1 MILES NORTH ON MAIN ACCESS ROAD FROM WHITE SANDS MISSILE RANGE
 CX0444'HEADQUARTERS, THENCE 1.2 MILE NORTHEAST ON U. S. HIGHWAY 70.  IT IS
 CX0444'APPROXIMATELY 1050 FEET SOUTHEAST OF THE CENTERLINE OF U. S. HIGHWAY
 CX0444'70, 4.0 FEET WEST OF A 4X4 WITNESS POST AND IS SET IN A 9-INCH SQUARE
 CX0444'CONCRETE MONUMENT THAT PROJECTS 4 INCHES ABOVE THE GROUND.
 CX0444
 CX0444                          STATION RECOVERY (1986)
 CX0444
 CX0444'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 CX0444'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  1.7 KM (1.05
 CX0444'MI) EAST OF THE INTERSECTION OF US HIGHWAY 70 AND WSMR ROUTE 1,
 CX0444'APPROXIMATELY 320 METERS (1050 FT) SOUTHEAST OF THE CENTERLINE OF THE
 CX0444'EASTBOUND LANE OF US HIGHWAY 70, 13.4 METERS (44 FT) SOUTHEAST OF A
 CX0444'DIM TRACK ROAD, 1.0 METER (3 FT) WEST OF AN OLD WOODEN WITNESS POST.
 CX0444'TO REACH THE BENCH MARK FROM GATE 12 ON US HIGHWAY 70, GO SOUTH ON THE
 CX0444'DIRT ROAD FOR 0.4 KM (0.25 MI) TO A DIM TRACK ROAD RIGHT, TURN RIGHT
 CX0444'WEST FOR 0.5 KM (0.3 MI) TO THE MARK ON THE LEFT.
 CX0444'THE MARK IS 1.1 METERS  N FROM  A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0311 ***********************************************************************
 CW0311  DESIGNATION -  J 89
 CW0311  PID         -  CW0311
 CW0311  STATE/COUNTY-  NM/CHAVES
 CW0311  USGS QUAD   -  THIMBLE CANYON (1989)
 CW0311
 CW0311                         *CURRENT SURVEY CONTROL
 CW0311  ___________________________________________________________________
 CW0311* NAD 83(1986)-  32 53 17.     (N)    105 11 11.     (W)     SCALED    
 CW0311* NAVD 88     -      1612.662  (meters)    5290.88   (feet)  ADJUSTED  
 CW0311  ___________________________________________________________________
 CW0311  GEOID HEIGHT-         -21.20  (meters)                     GEOID03
 CW0311  DYNAMIC HT  -        1610.211 (meters)    5282.83  (feet)  COMP
 CW0311  MODELED GRAV-     979,061.3   (mgal)                       NAVD 88
 CW0311
 CW0311  VERT ORDER  -  SECOND    CLASS 0
 CW0311
 CW0311.The horizontal coordinates were scaled from a topographic map and have
 CW0311.an estimated accuracy of +/- 6 seconds.
 CW0311
 CW0311.The orthometric height was determined by differential leveling
 CW0311.and adjusted by the National Geodetic Survey in June 1991..
 CW0311
 CW0311.The geoid height was determined by GEOID03.
 CW0311
 CW0311.The dynamic height is computed by dividing the NAVD 88
 CW0311.geopotential number by the normal gravity value computed on the
 CW0311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0311.degrees latitude (g = 980.6199 gals.).
 CW0311
 CW0311.The modeled gravity was interpolated from observed gravity values.
 CW0311
 CW0311;                    North         East    Units  Estimated Accuracy
 CW0311;SPC NM E     -   209,660.       85,190.      MT  (+/- 180 meters Scaled)
 CW0311
 CW0311                          SUPERSEDED SURVEY CONTROL
 CW0311
 CW0311  NGVD 29 (??/??/92) 1611.975  (m)         5288.62   (f) ADJ UNCH    2 0
 CW0311
 CW0311.Superseded values are not recommended for survey control.
 CW0311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0311.See file dsdata.txt to determine how the superseded data were derived.
 CW0311
 CW0311_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDS825388(NAD 83)
 CW0311_MARKER: DB = BENCH MARK DISK
 CW0311_SETTING: 66 = SET IN ROCK OUTCROP
 CW0311_SP_SET: LEDGE
 CW0311_STAMPING: J-89 1934
 CW0311_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CW0311+STABILITY: POSITION/ELEVATION WELL
 CW0311
 CW0311  HISTORY     - Date     Condition        Report By
 CW0311  HISTORY     - 1934     MONUMENTED       CGS
 CW0311  HISTORY     - 1961     MARK NOT FOUND   USGS
 CW0311
 CW0311                          STATION DESCRIPTION
 CW0311
 CW0311'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CW0311'23.5 MI E FROM MAYHILL.
 CW0311'23.5 MI. E. OF P.O. ALONG STATE NO. 83 0.7 MI. W. OF THE JUNCTION OF
 CW0311'STATE HWY NO. 83 AND ROAD TO DUNKEN AND PINON ABOUT 180 YDS. E. OF A
 CW0311'16 IN. G.I. CULVERT AND IRRIGATION DITCH, 56 FT. N. OF AN IRRIGATION
 CW0311'DITCH, 89 FT. N. OF THE CENTER LINE OF ROAD, AND SET IN THE BASE OF A
 CW0311'PROMINENT LIMESTONE LEDGE ABOUT 1 FT. ABOVE THE GROUND AND ABOUT 5 FT.
 CW0311'ABOVE THE ROAD BED.
 CW0311
 CW0311                          STATION RECOVERY (1961)
 CW0311
 CW0311'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 CW0311'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0031 ***********************************************************************
 CW0031  DESIGNATION -  J 90
 CW0031  PID         -  CW0031
 CW0031  STATE/COUNTY-  NM/EDDY
 CW0031  USGS QUAD   -  HOPE SE (1956)
 CW0031
 CW0031                         *CURRENT SURVEY CONTROL
 CW0031  ___________________________________________________________________
 CW0031* NAD 83(1986)-  32 50 33.     (N)    104 31 35.     (W)     SCALED    
 CW0031* NAVD 88     -      1111.156  (meters)    3645.52   (feet)  ADJUSTED  
 CW0031  ___________________________________________________________________
 CW0031  GEOID HEIGHT-         -23.00  (meters)                     GEOID03
 CW0031  DYNAMIC HT  -        1109.599 (meters)    3640.41  (feet)  COMP
 CW0031  MODELED GRAV-     979,199.2   (mgal)                       NAVD 88
 CW0031
 CW0031  VERT ORDER  -  FIRST     CLASS II
 CW0031
 CW0031.The horizontal coordinates were scaled from a topographic map and have
 CW0031.an estimated accuracy of +/- 6 seconds.
 CW0031
 CW0031.The orthometric height was determined by differential leveling
 CW0031.and adjusted by the National Geodetic Survey in June 1991..
 CW0031
 CW0031.The geoid height was determined by GEOID03.
 CW0031
 CW0031.The dynamic height is computed by dividing the NAVD 88
 CW0031.geopotential number by the normal gravity value computed on the
 CW0031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0031.degrees latitude (g = 980.6199 gals.).
 CW0031
 CW0031.The modeled gravity was interpolated from observed gravity values.
 CW0031
 CW0031;                    North         East    Units  Estimated Accuracy
 CW0031;SPC NM E     -   204,300.      146,930.      MT  (+/- 180 meters Scaled)
 CW0031
 CW0031                          SUPERSEDED SURVEY CONTROL
 CW0031
 CW0031  NGVD 29 (??/??/92) 1110.706  (m)         3644.04   (f) ADJ UNCH    1 2
 CW0031
 CW0031.Superseded values are not recommended for survey control.
 CW0031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0031.See file dsdata.txt to determine how the superseded data were derived.
 CW0031
 CW0031_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES443339(NAD 83)
 CW0031_MARKER: DB = BENCH MARK DISK
 CW0031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CW0031_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CW0031_STAMPING: J 90 1934
 CW0031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CW0031+STABILITY: SURFACE MOTION
 CW0031
 CW0031  HISTORY     - Date     Condition        Report By
 CW0031  HISTORY     - 1934     MONUMENTED       CGS
 CW0031  HISTORY     - 1934     GOOD             NGS
 CW0031  HISTORY     - 20050709 GOOD             USPSQD
 CW0031
 CW0031                          STATION DESCRIPTION
 CW0031
 CW0031'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CW0031'7.65 MI W FROM ARTESIA.
 CW0031'ABOUT 0.05 MILE SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 CW0031'FROM THE STATION AT ARTESIA, THENCE 7.6 MILES WEST ALONG STATE HIGHWAY
 CW0031'83, 58 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 1 FOOT SOUTH OF A
 CW0031'FENCE, 2 FEET SOUTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL
 CW0031'WITH THE HIGHWAY, AND IN THE TOP OF A CONCRETE POST PROJECTING 4
 CW0031'INCHES.
 CW0031
 CW0031                          STATION RECOVERY (2005)
 CW0031
 CW0031'RECOVERY NOTE BY US POWER SQUADRON 2005 (BJK)
 CW0031'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0366 ***********************************************************************
 DR0366  DESIGNATION -  J 91
 DR0366  PID         -  DR0366
 DR0366  STATE/COUNTY-  NM/CHAVES
 DR0366  USGS QUAD   -  ROSWELL SOUTH (1975)
 DR0366
 DR0366                         *CURRENT SURVEY CONTROL
 DR0366  ___________________________________________________________________
 DR0366* NAD 83(1986)-  33 15 39.     (N)    104 32 40.     (W)     SCALED    
 DR0366* NAVD 88     -      1124.914  (meters)    3690.66   (feet)  ADJUSTED  
 DR0366  ___________________________________________________________________
 DR0366  GEOID HEIGHT-         -23.05  (meters)                     GEOID03
 DR0366  DYNAMIC HT  -        1123.369 (meters)    3685.59  (feet)  COMP
 DR0366  MODELED GRAV-     979,225.2   (mgal)                       NAVD 88
 DR0366
 DR0366  VERT ORDER  -  SECOND    CLASS 0
 DR0366
 DR0366.The horizontal coordinates were scaled from a topographic map and have
 DR0366.an estimated accuracy of +/- 6 seconds.
 DR0366
 DR0366.The orthometric height was determined by differential leveling
 DR0366.and adjusted by the National Geodetic Survey in June 1991..
 DR0366
 DR0366.The geoid height was determined by GEOID03.
 DR0366
 DR0366.The dynamic height is computed by dividing the NAVD 88
 DR0366.geopotential number by the normal gravity value computed on the
 DR0366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0366.degrees latitude (g = 980.6199 gals.).
 DR0366
 DR0366.The modeled gravity was interpolated from observed gravity values.
 DR0366
 DR0366;                    North         East    Units  Estimated Accuracy
 DR0366;SPC NM E     -   250,700.      145,330.      MT  (+/- 180 meters Scaled)
 DR0366
 DR0366                          SUPERSEDED SURVEY CONTROL
 DR0366
 DR0366  NGVD 29 (??/??/92) 1124.346  (m)         3688.79   (f) ADJ UNCH    2 0
 DR0366
 DR0366.Superseded values are not recommended for survey control.
 DR0366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0366.See file dsdata.txt to determine how the superseded data were derived.
 DR0366
 DR0366_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES424802(NAD 83)
 DR0366_MARKER: Z = SEE DESCRIPTION
 DR0366_SETTING: 0 = UNSPECIFIED SETTING
 DR0366_STAMPING: J 91 1934
 DR0366_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR0366
 DR0366  HISTORY     - Date     Condition        Report By
 DR0366  HISTORY     - 1934     MONUMENTED       CGS
 DR0366  HISTORY     - 1934     GOOD             NGS
 DR0366
 DR0366                          STATION DESCRIPTION
 DR0366
 DR0366'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DR0366'12.8 MI S FROM ROSWELL.
 DR0366'MARK REDESCRIBED AROUND THE ROSWELL ARMY AIR FIELD.  TO REACH FROM THE
 DR0366'CHAVES COUNTY COURTHOUSE AT ROSWELL, BY GOING SOUTH ALONG STATE
 DR0366'HIGHWAY (13) 5.1 MILES TO THE MAIN ENTRANCE OF THE ROSWELL ARMY AIR
 DR0366'FIELD, THENCE TURN LEFT (EAST) AND GO 1.5 MILES TO THE NORTHEAST
 DR0366'CORNER OF THE AIR FIELD, THENCE TURN RIGHT (SOUTH) AND GO 2.0 MILES TO
 DR0366'THE SOUTHEAST CORNER OF THE AIR FIELD, THENCE TURN RIGHT (WEST) AND GO
 DR0366'2.4 MILES TO THE SOUTH ENTRANCE OF THE FIELD, THENCE TURN LEFT (SOUTH)
 DR0366'AND GO 1.8 MILES TO THE MARK SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0457 ***********************************************************************
 DR0457  DESIGNATION -  J 92
 DR0457  PID         -  DR0457
 DR0457  STATE/COUNTY-  NM/CHAVES
 DR0457  USGS QUAD   -  DUNLAP SILL (1982)
 DR0457
 DR0457                         *CURRENT SURVEY CONTROL
 DR0457  ___________________________________________________________________
 DR0457* NAD 83(1986)-  33 54 10.     (N)    104 35 36.     (W)     SCALED    
 DR0457* NAVD 88     -      1319.219  (meters)    4328.14   (feet)  ADJUSTED  
 DR0457  ___________________________________________________________________
 DR0457  GEOID HEIGHT-         -23.31  (meters)                     GEOID03
 DR0457  DYNAMIC HT  -        1317.401 (meters)    4322.17  (feet)  COMP
 DR0457  MODELED GRAV-     979,212.7   (mgal)                       NAVD 88
 DR0457
 DR0457  VERT ORDER  -  SECOND    CLASS 0
 DR0457
 DR0457.The horizontal coordinates were scaled from a topographic map and have
 DR0457.an estimated accuracy of +/- 6 seconds.
 DR0457
 DR0457.The orthometric height was determined by differential leveling
 DR0457.and adjusted by the National Geodetic Survey in June 1991..
 DR0457
 DR0457.The geoid height was determined by GEOID03.
 DR0457
 DR0457.The dynamic height is computed by dividing the NAVD 88
 DR0457.geopotential number by the normal gravity value computed on the
 DR0457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0457.degrees latitude (g = 980.6199 gals.).
 DR0457
 DR0457.The modeled gravity was interpolated from observed gravity values.
 DR0457
 DR0457;                    North         East    Units  Estimated Accuracy
 DR0457;SPC NM E     -   321,900.      140,960.      MT  (+/- 180 meters Scaled)
 DR0457
 DR0457                          SUPERSEDED SURVEY CONTROL
 DR0457
 DR0457  NGVD 29 (??/??/92) 1318.587  (m)         4326.06   (f) ADJ UNCH    2 0
 DR0457
 DR0457.Superseded values are not recommended for survey control.
 DR0457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0457.See file dsdata.txt to determine how the superseded data were derived.
 DR0457
 DR0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SET375514(NAD 83)
 DR0457_MARKER: DB = BENCH MARK DISK
 DR0457_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR0457_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DR0457_STAMPING: J 92 1934
 DR0457_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR0457+STABILITY: SURFACE MOTION
 DR0457
 DR0457  HISTORY     - Date     Condition        Report By
 DR0457  HISTORY     - 1934     MONUMENTED       CGS
 DR0457  HISTORY     - 1967     GOOD             USGS
 DR0457
 DR0457                          STATION DESCRIPTION
 DR0457
 DR0457'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 DR0457'29 MI S FROM RAMON.
 DR0457'IN CHAVES COUNTY, ABOUT 28.3 MILES SOUTH OF RAMON ALONG U.S. HWY. 285,
 DR0457'THENCE 0.3 MILE SE. ALONG A TRACK ROAD, THENCE ABOUT 0.4 MILE SOUTH
 DR0457'ALONG A TRACK ROAD.  52 FEET EAST OF THE C-L ROAD AND 3 FEET HIGHER. A
 DR0457'STANDARD DISK STAMPED J 92 1934 AND SET IN THE TOP OF A CONCRETE POST
 DR0457'PROJECTING 0.8 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0289 ***********************************************************************
 EP0289  DESIGNATION -  J 93
 EP0289  PID         -  EP0289
 EP0289  STATE/COUNTY-  NM/GUADALUPE
 EP0289  USGS QUAD   -  GACHO HILL (1981)
 EP0289
 EP0289                         *CURRENT SURVEY CONTROL
 EP0289  ___________________________________________________________________
 EP0289* NAD 83(1986)-  34 25 25.     (N)    105 01 44.     (W)     SCALED    
 EP0289* NAVD 88     -      1712.610  (meters)    5618.79   (feet)  ADJUSTED  
 EP0289  ___________________________________________________________________
 EP0289  GEOID HEIGHT-         -21.83  (meters)                     GEOID03
 EP0289  DYNAMIC HT  -        1710.174 (meters)    5610.80  (feet)  COMP
 EP0289  MODELED GRAV-     979,152.5   (mgal)                       NAVD 88
 EP0289
 EP0289  VERT ORDER  -  SECOND    CLASS 0
 EP0289
 EP0289.The horizontal coordinates were scaled from a topographic map and have
 EP0289.an estimated accuracy of +/- 6 seconds.
 EP0289
 EP0289.The orthometric height was determined by differential leveling
 EP0289.and adjusted by the National Geodetic Survey in June 1991..
 EP0289
 EP0289.The geoid height was determined by GEOID03.
 EP0289
 EP0289.The dynamic height is computed by dividing the NAVD 88
 EP0289.geopotential number by the normal gravity value computed on the
 EP0289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EP0289.degrees latitude (g = 980.6199 gals.).
 EP0289
 EP0289.The modeled gravity was interpolated from observed gravity values.
 EP0289
 EP0289;                    North         East    Units  Estimated Accuracy
 EP0289;SPC NM E     -   379,860.      101,070.      MT  (+/- 180 meters Scaled)
 EP0289
 EP0289                          SUPERSEDED SURVEY CONTROL
 EP0289
 EP0289  NGVD 29 (??/??/92) 1711.830  (m)         5616.23   (f) ADJ UNCH    2 0
 EP0289
 EP0289.Superseded values are not recommended for survey control.
 EP0289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EP0289.See file dsdata.txt to determine how the superseded data were derived.
 EP0289
 EP0289_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDU973091(NAD 83)
 EP0289_MARKER: DB = BENCH MARK DISK
 EP0289_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EP0289_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EP0289_STAMPING: J-93 1934
 EP0289_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EP0289+STABILITY: SURFACE MOTION
 EP0289
 EP0289  HISTORY     - Date     Condition        Report By
 EP0289  HISTORY     - 1934     MONUMENTED       CGS
 EP0289  HISTORY     - 1975     GOOD             USGS
 EP0289
 EP0289                          STATION DESCRIPTION
 EP0289
 EP0289'DESCRIBED BY US GEOLOGICAL SURVEY 1975
 EP0289'6.1 MI S FROM JOFFRE SIDING.
 EP0289'6.1 MILES SOUTH OF JOFFRE SIDING 0.7 MILES NW ALONG THE AT AND S RR
 EP0289'FROM JOFFRE SIDING, THEN 1.75 MILES SOUTH ALONG A TRACK ROAD TO A
 EP0289'GRAVEL ROAD, FOLLOW THE GRAVEL ROAD 0.4 SE MILE TO A CATTLE GUARD,
 EP0289'THEN 1.45 MILES SE ALONG A TRAIL (OLD HWY ROW) TO A E-W FENCE, THEN
 EP0289'0.4 MILE EAST ALONG THE FENCE TO A GRAVEL ROAD, THEN 0.6 MILE SW ALONG
 EP0289'THE GRAVEL ROAD TO A TRAIL (OLD HWY ROW), THEN 1.25 MILES SE ALONG
 EP0289'TRAIL, MARK IS 53 FT. NE OF THE TRAIL.  A STANDARD DISK STAMPED J-93
 EP0289'1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0252 ***********************************************************************
 DR0252  DESIGNATION -  J 94
 DR0252  PID         -  DR0252
 DR0252  STATE/COUNTY-  NM/CHAVES
 DR0252  USGS QUAD   -  L-E RANCH (1975)
 DR0252
 DR0252                         *CURRENT SURVEY CONTROL
 DR0252  ___________________________________________________________________
 DR0252* NAD 83(1986)-  33 25 22.     (N)    104 10 51.     (W)     SCALED    
 DR0252* NAVD 88     -      1168.068  (meters)    3832.24   (feet)  POSTED    
 DR0252  ___________________________________________________________________
 DR0252  GEOID HEIGHT-         -23.20  (meters)                     GEOID03
 DR0252  DYNAMIC HT  -        1166.470 (meters)    3826.99  (feet)  COMP
 DR0252  MODELED GRAV-     979,225.2   (mgal)                       NAVD 88
 DR0252
 DR0252  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 DR0252
 DR0252.The horizontal coordinates were scaled from a topographic map and have
 DR0252.an estimated accuracy of +/- 6 seconds.
 DR0252
 DR0252.The orthometric height was determined by differential leveling
 DR0252.and adjusted by the National Geodetic Survey in 1992..
 DR0252.No vertical observational check was made to the station.
 DR0252.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 DR0252.was located on a no-check spur therefore a value was not computed.
 DR0252
 DR0252.The geoid height was determined by GEOID03.
 DR0252
 DR0252.The dynamic height is computed by dividing the NAVD 88
 DR0252.geopotential number by the normal gravity value computed on the
 DR0252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0252.degrees latitude (g = 980.6199 gals.).
 DR0252
 DR0252.The modeled gravity was interpolated from observed gravity values.
 DR0252
 DR0252;                    North         East    Units  Estimated Accuracy
 DR0252;SPC NM E     -   268,650.      179,180.      MT  (+/- 180 meters Scaled)
 DR0252
 DR0252                          SUPERSEDED SURVEY CONTROL
 DR0252
 DR0252  NGVD 29 (??/??/92) 1167.565  (m)         3830.59   (f) ADJ UNCH    2 0
 DR0252
 DR0252.Superseded values are not recommended for survey control.
 DR0252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0252.See file dsdata.txt to determine how the superseded data were derived.
 DR0252
 DR0252_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES761984(NAD 83)
 DR0252_MARKER: DB = BENCH MARK DISK
 DR0252_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR0252_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DR0252_STAMPING: J 94 1934
 DR0252_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR0252+STABILITY: SURFACE MOTION
 DR0252
 DR0252  HISTORY     - Date     Condition        Report By
 DR0252  HISTORY     - 1934     MONUMENTED       CGS
 DR0252  HISTORY     - 1961     GOOD             NGS
 DR0252
 DR0252                          STATION DESCRIPTION
 DR0252
 DR0252'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 DR0252'21.85 MI E FROM ROSWELL.
 DR0252'0.15 MILE SOUTH ALONG SOUTH MAIN STREET FROM THE COURTHOUSE AT
 DR0252'ROSWELL, THENCE 21.2 MILES EAST ALONG U.S. HIGHWAY 380, THENCE 0.4
 DR0252'MILE EAST ALONG THE OLD HIGHWAY, 0.1 MILE NORTH OF THE CENTER OF A
 DR0252'PIPE GATE IN FENCE LINE, 75 FEET EAST OF A FENCE, 43 FEET SOUTH OF
 DR0252'CENTERLINE OF THE OLD HIGHWAY, 2 FEET SOUTH OF A METAL WITNESS POST
 DR0252'WITH SIGN, SET IN TOP OF A CONCRETE POST PROJECTING 8 INCHES, LEVEL
 DR0252'WITH OLD HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0333 ***********************************************************************
 CV0333  DESIGNATION -  J 96
 CV0333  PID         -  CV0333
 CV0333  STATE/COUNTY-  NM/LEA
 CV0333  USGS QUAD   -  JAL (1979)
 CV0333
 CV0333                         *CURRENT SURVEY CONTROL
 CV0333  ___________________________________________________________________
 CV0333* NAD 83(1986)-  32 05 32.     (N)    103 10 53.     (W)     SCALED    
 CV0333* NAVD 88     -       916.140  (meters)    3005.70   (feet)  ADJUSTED  
 CV0333  ___________________________________________________________________
 CV0333  GEOID HEIGHT-         -23.63  (meters)                     GEOID03
 CV0333  DYNAMIC HT  -         914.853 (meters)    3001.48  (feet)  COMP
 CV0333  MODELED GRAV-     979,202.5   (mgal)                       NAVD 88
 CV0333
 CV0333  VERT ORDER  -  SECOND    CLASS 0
 CV0333
 CV0333.The horizontal coordinates were scaled from a topographic map and have
 CV0333.an estimated accuracy of +/- 6 seconds.
 CV0333
 CV0333.The orthometric height was determined by differential leveling
 CV0333.and adjusted by the National Geodetic Survey in June 1991..
 CV0333
 CV0333.The geoid height was determined by GEOID03.
 CV0333
 CV0333.The dynamic height is computed by dividing the NAVD 88
 CV0333.geopotential number by the normal gravity value computed on the
 CV0333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0333.degrees latitude (g = 980.6199 gals.).
 CV0333
 CV0333.The modeled gravity was interpolated from observed gravity values.
 CV0333
 CV0333;                    North         East    Units  Estimated Accuracy
 CV0333;SPC NM E     -   121,670.      273,740.      MT  (+/- 180 meters Scaled)
 CV0333
 CV0333                          SUPERSEDED SURVEY CONTROL
 CV0333
 CV0333  NGVD 29 (??/??/92)  915.734  (m)         3004.37   (f) ADJ UNCH    2 0
 CV0333
 CV0333.Superseded values are not recommended for survey control.
 CV0333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0333.See file dsdata.txt to determine how the superseded data were derived.
 CV0333
 CV0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFR716521(NAD 83)
 CV0333_MARKER: DB = BENCH MARK DISK
 CV0333_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0333_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CV0333_STAMPING: J-96 1935
 CV0333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CV0333+STABILITY: SURFACE MOTION
 CV0333
 CV0333  HISTORY     - Date     Condition        Report By
 CV0333  HISTORY     - 1935     MONUMENTED       CGS
 CV0333
 CV0333                          STATION DESCRIPTION
 CV0333
 CV0333'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 CV0333'1.2 MI S FROM JAL.
 CV0333'1.2 MI. S. ALONG T. AND N.M. RY. ABOUT 300 FT. N. OF MILE POST NO. 41,
 CV0333'100 FT. E. OF THE CENTER LINE OF TRACK, 58 FT. W. OF THE CENTER LINE
 CV0333'OF HWY., AND 2 FT. W. OF R.O.W. FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0461 ***********************************************************************
 CV0461  DESIGNATION -  J 97
 CV0461  PID         -  CV0461
 CV0461  STATE/COUNTY-  NM/LEA
 CV0461  USGS QUAD   -  WILLIAMS SINK (1985)
 CV0461
 CV0461                         *CURRENT SURVEY CONTROL
 CV0461  ___________________________________________________________________
 CV0461* NAD 83(1986)-  32 32 44.     (N)    103 45 21.     (W)     SCALED    
 CV0461* NAVD 88     -      1080.413  (meters)    3544.66   (feet)  POSTED    
 CV0461  ___________________________________________________________________
 CV0461  GEOID HEIGHT-         -23.48  (meters)                     GEOID03
 CV0461  DYNAMIC HT  -        1078.880 (meters)    3539.63  (feet)  COMP
 CV0461  MODELED GRAV-     979,184.1   (mgal)                       NAVD 88
 CV0461
 CV0461  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 CV0461
 CV0461.The horizontal coordinates were scaled from a topographic map and have
 CV0461.an estimated accuracy of +/- 6 seconds.
 CV0461
 CV0461.The orthometric height was determined by differential leveling
 CV0461.and adjusted by the National Geodetic Survey in 1992..
 CV0461.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 CV0461.rate of 4.1 thru 8.0 mm/km.
 CV0461
 CV0461.The geoid height was determined by GEOID03.
 CV0461
 CV0461.The dynamic height is computed by dividing the NAVD 88
 CV0461.geopotential number by the normal gravity value computed on the
 CV0461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0461.degrees latitude (g = 980.6199 gals.).
 CV0461
 CV0461.The modeled gravity was interpolated from observed gravity values.
 CV0461
 CV0461;                    North         East    Units  Estimated Accuracy
 CV0461;SPC NM E     -   171,510.      219,240.      MT  (+/- 180 meters Scaled)
 CV0461
 CV0461                          SUPERSEDED SURVEY CONTROL
 CV0461
 CV0461  NGVD 29 (??/??/92) 1079.931  (m)         3543.07   (f) ADJ UNCH    2 0
 CV0461
 CV0461.Superseded values are not recommended for survey control.
 CV0461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0461.See file dsdata.txt to determine how the superseded data were derived.
 CV0461
 CV0461_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFS168015(NAD 83)
 CV0461_MARKER: DB = BENCH MARK DISK
 CV0461_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0461_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CV0461_STAMPING: J-97 1935
 CV0461_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CV0461+STABILITY: SURFACE MOTION
 CV0461
 CV0461  HISTORY     - Date     Condition        Report By
 CV0461  HISTORY     - 1935     MONUMENTED       CGS
 CV0461
 CV0461                          STATION DESCRIPTION
 CV0461
 CV0461'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 CV0461'34.6 MI E FROM CARLSBAD.
 CV0461'34.6 MI. E. ALONG U.S. NO. 62 600 FT. N.E. OF A RANCH HOUSE, AND 102
 CV0461'FT. W. OF A CATTLE GUARD AND FENCE IN LINE WITH TELEPHONE POLES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0318 ***********************************************************************
 CV0318  DESIGNATION -  J 98
 CV0318  PID         -  CV0318
 CV0318  STATE/COUNTY-  NM/LEA
 CV0318  USGS QUAD   -  HOBBS SW (1979)
 CV0318
 CV0318                         *CURRENT SURVEY CONTROL
 CV0318  ___________________________________________________________________
 CV0318* NAD 83(1986)-  32 32 18.     (N)    103 08 58.     (W)     SCALED    
 CV0318* NAVD 88     -      1075.316  (meters)    3527.93   (feet)  ADJUSTED  
 CV0318  ___________________________________________________________________
 CV0318  GEOID HEIGHT-         -21.87  (meters)                     GEOID03
 CV0318  DYNAMIC HT  -        1073.866 (meters)    3523.18  (feet)  COMP
 CV0318  MODELED GRAV-     979,252.7   (mgal)                       NAVD 88
 CV0318
 CV0318  VERT ORDER  -  SECOND    CLASS 0
 CV0318
 CV0318.The horizontal coordinates were scaled from a topographic map and have
 CV0318.an estimated accuracy of +/- 6 seconds.
 CV0318
 CV0318.The orthometric height was determined by differential leveling
 CV0318.and adjusted by the National Geodetic Survey in June 1991..
 CV0318
 CV0318.The geoid height was determined by GEOID03.
 CV0318
 CV0318.The dynamic height is computed by dividing the NAVD 88
 CV0318.geopotential number by the normal gravity value computed on the
 CV0318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0318.degrees latitude (g = 980.6199 gals.).
 CV0318
 CV0318.The modeled gravity was interpolated from observed gravity values.
 CV0318
 CV0318;                    North         East    Units  Estimated Accuracy
 CV0318;SPC NM E     -   171,180.      276,200.      MT  (+/- 180 meters Scaled)
 CV0318
 CV0318                          SUPERSEDED SURVEY CONTROL
 CV0318
 CV0318  NGVD 29 (??/??/92) 1074.992  (m)         3526.87   (f) ADJ UNCH    2 0
 CV0318
 CV0318.Superseded values are not recommended for survey control.
 CV0318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0318.See file dsdata.txt to determine how the superseded data were derived.
 CV0318
 CV0318_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFS737016(NAD 83)
 CV0318_MARKER: DB = BENCH MARK DISK
 CV0318_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0318_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CV0318_STAMPING: J-98 1935
 CV0318_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CV0318+STABILITY: SURFACE MOTION
 CV0318
 CV0318  HISTORY     - Date     Condition        Report By
 CV0318  HISTORY     - 1935     MONUMENTED       CGS
 CV0318  HISTORY     - 1968     MARK NOT FOUND   USGS
 CV0318
 CV0318                          STATION DESCRIPTION
 CV0318
 CV0318'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 CV0318'7.1 MI N FROM EUNICE.
 CV0318'7.1 MI. N. OF T. AND N.M. RY. 60 FT. E. OF MILE POST NO. 73, 96 FT. W.
 CV0318'OF R.O.W. FENCE, AND 10 FT. E. OF THE CENTER LINE OF TRACK.
 CV0318
 CV0318                          STATION RECOVERY (1968)
 CV0318
 CV0318'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 CV0318'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0076 ***********************************************************************
 EP0076  DESIGNATION -  J 99
 EP0076  PID         -  EP0076
 EP0076  STATE/COUNTY-  NM/DE BACA
 EP0076  USGS QUAD   -  CONEJO CREEK WEST (1982)
 EP0076
 EP0076                         *CURRENT SURVEY CONTROL
 EP0076  ___________________________________________________________________
 EP0076* NAD 83(1986)-  34 08 16.     (N)    104 29 27.     (W)     SCALED    
 EP0076* NAVD 88     -      1262.317  (meters)    4141.45   (feet)  ADJUSTED  
 EP0076  ___________________________________________________________________
 EP0076  GEOID HEIGHT-         -23.45  (meters)                     GEOID03
 EP0076  DYNAMIC HT  -        1260.622 (meters)    4135.89  (feet)  COMP
 EP0076  MODELED GRAV-     979,249.7   (mgal)                       NAVD 88
 EP0076
 EP0076  VERT ORDER  -  SECOND    CLASS 0
 EP0076
 EP0076.The horizontal coordinates were scaled from a topographic map and have
 EP0076.an estimated accuracy of +/- 6 seconds.
 EP0076
 EP0076.The orthometric height was determined by differential leveling
 EP0076.and adjusted by the National Geodetic Survey in June 1991..
 EP0076
 EP0076.The geoid height was determined by GEOID03.
 EP0076
 EP0076.The dynamic height is computed by dividing the NAVD 88
 EP0076.geopotential number by the normal gravity value computed on the
 EP0076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EP0076.degrees latitude (g = 980.6199 gals.).
 EP0076
 EP0076.The modeled gravity was interpolated from observed gravity values.
 EP0076
 EP0076;                    North         East    Units  Estimated Accuracy
 EP0076;SPC NM E     -   347,950.      150,470.      MT  (+/- 180 meters Scaled)
 EP0076
 EP0076                          SUPERSEDED SURVEY CONTROL
 EP0076
 EP0076  NGVD 29 (??/??/92) 1261.716  (m)         4139.48   (f) ADJ UNCH    2 0
 EP0076
 EP0076.Superseded values are not recommended for survey control.
 EP0076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EP0076.See file dsdata.txt to determine how the superseded data were derived.
 EP0076
 EP0076_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SET469775(NAD 83)
 EP0076_MARKER: DB = BENCH MARK DISK
 EP0076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EP0076_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EP0076_STAMPING: J 99 1934
 EP0076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EP0076+STABILITY: SURFACE MOTION
 EP0076
 EP0076  HISTORY     - Date     Condition        Report By
 EP0076  HISTORY     - 1934     MONUMENTED       CGS
 EP0076  HISTORY     - 1967     GOOD             USGS
 EP0076
 EP0076                          STATION DESCRIPTION
 EP0076
 EP0076'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 EP0076'4.0 MI N FROM DUNLAP.
 EP0076'ABOUT 4.0 MILES NORTH ALONG STATE HIGHWAY 20 FROM DUNLAP, DE BACA
 EP0076'COUNTY, THENCE EAST 0.1 MI. TO OLD HWY., THENCE 0.1 MI. NE ALONG OLD
 EP0076'HWY., ABOUT 0.7 MILE SW OF THE TRIGG RANCH HDQ., 46 FT. EAST OF THE
 EP0076'CENTER LINE OF THE OLD HWY.  A STANDARD DISK, STAMPED J 99 1934 AND
 EP0076'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0584 ***********************************************************************
 FN0584  DESIGNATION -  JACINTO
 FN0584  PID         -  FN0584
 FN0584  STATE/COUNTY-  NM/SAN MIGUEL
 FN0584  USGS QUAD   -  JACINTO MESA (1963)
 FN0584
 FN0584                         *CURRENT SURVEY CONTROL
 FN0584  ___________________________________________________________________
 FN0584* NAD 83(1992)-  35 05 23.80672(N)    105 26 58.11541(W)     ADJUSTED  
 FN0584* NAVD 88     -      2031.9    (meters)    6666.     (feet)  VERTCON   
 FN0584  ___________________________________________________________________
 FN0584  LAPLACE CORR-          -4.99  (seconds)                    DEFLEC99
 FN0584  GEOID HEIGHT-         -19.70  (meters)                     GEOID03
 FN0584
 FN0584  HORZ ORDER  -  FIRST
 FN0584
 FN0584.The horizontal coordinates were established by classical geodetic methods
 FN0584.and adjusted by the National Geodetic Survey in December 1993..
 FN0584
 FN0584.The NAVD 88 height was computed by applying the VERTCON shift value to
 FN0584.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FN0584
 FN0584.The Laplace correction was computed from DEFLEC99 derived deflections.
 FN0584
 FN0584.The geoid height was determined by GEOID03.
 FN0584
 FN0584;                    North         East     Units Scale Factor Converg.
 FN0584;SPC NM E     -   454,126.002    63,228.006   MT  1.00003670   -0 38 30.1
 FN0584;SPC NM E     - 1,489,911.72    207,440.55   sFT  1.00003670   -0 38 30.1
 FN0584;SPC NM C     -   453,845.128   572,991.779   MT  0.99996564   +0 27 36.8
 FN0584;SPC NM C     - 1,488,990.22  1,879,890.53   sFT  0.99996564   +0 27 36.8
 FN0584;UTM  13      - 3,883,110.226   459,029.315   MT  0.99962069   -0 15 30.2
 FN0584
 FN0584!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FN0584!SPC NM E     -   0.99968426  x   1.00003670  =   0.99972094
 FN0584!SPC NM C     -   0.99968426  x   0.99996564  =   0.99964991
 FN0584!UTM  13      -   0.99968426  x   0.99962069  =   0.99930507
 FN0584
 FN0584:                Primary Azimuth Mark                     Grid Az
 FN0584:SPC NM E     -  AMARILLO ALBUQUERQUE AWY BN 77           071 37 27.2
 FN0584:SPC NM C     -  AMARILLO ALBUQUERQUE AWY BN 77           070 31 20.3
 FN0584:UTM  13      -  AMARILLO ALBUQUERQUE AWY BN 77           071 14 27.3
 FN0584
 FN0584|---------------------------------------------------------------------|
 FN0584| PID    Reference Object                     Distance      Geod. Az  |
 FN0584|                                                           dddmmss.s |
 FN0584| FN0583 AMARILLO ALBUQUERQUE AWY BN 77      APPROX. 6.7 KM 0705857.1 |
 FN0584| CJ7558 JACINTO AZ MK                                      1365554.2 |
 FN0584| CJ7559 JACINTO RM 1                          9.996 METERS 14047     |
 FN0584| CJ7560 JACINTO RM 2                          8.657 METERS 22601     |
 FN0584|---------------------------------------------------------------------|
 FN0584
 FN0584                          SUPERSEDED SURVEY CONTROL
 FN0584
 FN0584  NAD 83(1986)-  35 05 23.81408(N)    105 26 58.11354(W) AD(       ) 1
 FN0584  NAD 27      -  35 05 23.63000(N)    105 26 56.08000(W) AD(       ) 1
 FN0584  NGVD 29 (07/19/86) 2031.0    (m)         6663.     (f) VERT ANG       
 FN0584
 FN0584.Superseded values are not recommended for survey control.
 FN0584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0584.See file dsdata.txt to determine how the superseded data were derived.
 FN0584
 FN0584_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDU5902983110(NAD 83)
 FN0584_MARKER: DS = TRIANGULATION STATION DISK
 FN0584_SETTING: 66 = SET IN ROCK OUTCROP
 FN0584
 FN0584  HISTORY     - Date     Condition        Report By
 FN0584  HISTORY     - 1949     MONUMENTED       CGS
 FN0584  HISTORY     - 1958     GOOD             CGS
 FN0584  HISTORY     - 1973     GOOD             NGS
 FN0584
 FN0584                          STATION DESCRIPTION
 FN0584
 FN0584'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (DHK)
 FN0584'THE STATION IS LOCATED 40 FEET WEST OF THE EAST EDGE AND ABOUT
 FN0584'MIDWAY BETWEEN THE NORTH AND SOUTH ENDS OF A SMALL TIMBER COVERED
 FN0584'MESA WHICH IS ABOUT 9 MILES AIR LINE NORTHEAST OF PALMA AND ABOUT
 FN0584'1 MILE AIR LINE WEST OF STATE HIGHWAY 3.  THE STATION MARK IS
 FN0584'FLUSH WITH THE GROUND AND STAMPED, JACINTO 1949.
 FN0584'
 FN0584'REFERENCE MARK NO. 1 IS APPROXIMATELY 3 FEET LOWER THAN THE
 FN0584'STATION MARK, FLUSH WITH THE GROUND AND IS STAMPED, JACINTO NO
 FN0584'1 1949.
 FN0584'
 FN0584'REFERENCE MARK NO. 2 IS APPROXIMATELY THE SAME ELEVATION AS THE
 FN0584'STATION MARK, FLUSH WITH THE GROUND AND IS STAMPED, JACINTO NO
 FN0584'2 1949.
 FN0584'
 FN0584'THE AZIMUTH MARK IS 25 FEET SOUTHEAST OF THE CENTER LINE OF
 FN0584'STATE HIGHWAY 3, 3 FEET EAST OF A WHITE WITNESS POST IN CAIRN,
 FN0584'FLUSH WITH THE GROUND AND IS STAMPED, JACINTO 1949.
 FN0584'
 FN0584'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 66 AND STATE HIGHWAY 3
 FN0584'WHICH IS ABOUT 14 MILES BY HIGHWAY EAST OF CLINES CORNER, GO
 FN0584'NORTH ON STATE HIGHWAY 3 FOR 6.0 MILES TO THE AZIMUTH MARK
 FN0584'ON THE RIGHT, SOUTHEAST.  CONTINUE ON HIGHWAY FOR 0.2 MILE TO A
 FN0584'REVERSE Y FORK.  TURN SHARP LEFT AND FOLLOW GRADED ROAD FOR 0.8
 FN0584'MILE TO THE TOP OF RIDGE.  HERE TURN RIGHT, NORTH, LEAVING
 FN0584'ROAD AND GO CROSS COUNTRY UP RIDGE TOWARD SMALL MESA FOR 0.4
 FN0584'MILE TO THE END OF TRUCK TRAVEL.  HERE PACK NORTH TO TOP OF
 FN0584'MESA AND THEN NORTH ALONG THE EAST EDGE OF MESA TO STATION.  A
 FN0584'10 MINUTE PACK.
 FN0584
 FN0584                          STATION RECOVERY (1958)
 FN0584
 FN0584'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (FJT)
 FN0584'THE STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK NO.
 FN0584'2 WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE AZIMUTH
 FN0584'MARK WAS SEARCHED FOR BUT NOT RECOVERED.
 FN0584'
 FN0584'THE ORIGINAL DESCRIPTION IS ADEQUATE.
 FN0584
 FN0584                          STATION RECOVERY (1973)
 FN0584
 FN0584'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CWW)
 FN0584'THE STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.
 FN0584'AZIMUTH MARK SEARCHED FOR AND NOT RECOVERED.  DESCRIPTION IS
 FN0584'ADEQUATE.
 FN0584'
 FN0584'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1436 ***********************************************************************
 CX1436  DESIGNATION -  JACK
 CX1436  PID         -  CX1436
 CX1436  STATE/COUNTY-  NM/OTERO
 CX1436  USGS QUAD   -  MALONE DRAW (1981)
 CX1436
 CX1436                         *CURRENT SURVEY CONTROL
 CX1436  ___________________________________________________________________
 CX1436* NAD 83(1992)-  32 52 39.66911(N)    106 07 12.27848(W)     ADJUSTED  
 CX1436* NAVD 88     -      1243.65   (+/-2cm)    4080.2    (feet)  VERTCON   
 CX1436  ___________________________________________________________________
 CX1436  LAPLACE CORR-           4.97  (seconds)                    DEFLEC99
 CX1436  GEOID HEIGHT-         -22.83  (meters)                     GEOID03
 CX1436
 CX1436  HORZ ORDER  -  FIRST
 CX1436  VERT ORDER  -  THIRD ? (See Below)
 CX1436
 CX1436.The horizontal coordinates were established by classical geodetic methods
 CX1436.and adjusted by the National Geodetic Survey in December 1993..
 CX1436
 CX1436.The NAVD 88 height was computed by applying the VERTCON shift value to
 CX1436.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CX1436.The vertical order pertains to the NGVD 29 superseded value.
 CX1436
 CX1436.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1436
 CX1436.The geoid height was determined by GEOID03.
 CX1436
 CX1436;                    North         East     Units Scale Factor Converg.
 CX1436;SPC NM C     -   208,195.331   512,157.203   MT  0.99990182   +0 04 13.9
 CX1436;SPC NM C     -   683,054.18  1,680,302.42   sFT  0.99990182   +0 04 13.9
 CX1436;UTM  13      - 3,638,283.333   395,220.143   MT  0.99973537   -0 36 29.1
 CX1436
 CX1436!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1436!SPC NM C     -   0.99980837  x   0.99990182  =   0.99971020
 CX1436!UTM  13      -   0.99980837  x   0.99973537  =   0.99954379
 CX1436
 CX1436|---------------------------------------------------------------------|
 CX1436| PID    Reference Object                     Distance      Geod. Az  |
 CX1436|                                                           dddmmss.s |
 CX1436| CC6730 JACK RM 1                            10.298 METERS 02457     |
 CX1436| CX1433 HOLLOMAN AFB ATLAS AREA TANK        APPROX. 6.9 KM 0455654.5 |
 CX1436| CX1445 HOLLOMAN AFB WATER TANK             APPROX. 3.3 KM 1245832.0 |
 CX1436| CC6731 JACK RM 2                            10.434 METERS 30455     |
 CX1436| CX0232 X 239                                              3425204.0 |
 CX1436|---------------------------------------------------------------------|
 CX1436
 CX1436                          SUPERSEDED SURVEY CONTROL
 CX1436
 CX1436  NAD 83(1986)-  32 52 39.67676(N)    106 07 12.28050(W) AD(       ) 1
 CX1436  NAD 27      -  32 52 39.35810(N)    106 07 10.30914(W) AD(       ) 1
 CX1436  NGVD 29 (07/19/86) 1243.04   (m)         4078.2    (f) LEVELING    3  
 CX1436
 CX1436.Superseded values are not recommended for survey control.
 CX1436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1436.See file dsdata.txt to determine how the superseded data were derived.
 CX1436
 CX1436_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS9522038283(NAD 83)
 CX1436_MARKER: DS = TRIANGULATION STATION DISK
 CX1436_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX1436_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CX1436
 CX1436  HISTORY     - Date     Condition        Report By
 CX1436  HISTORY     - 1968     MONUMENTED       CGS
 CX1436
 CX1436                          STATION DESCRIPTION
 CX1436
 CX1436'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JBJ)
 CX1436'THE STATION IS ABOUT 9 MILES SOUTHWEST OF ALAMOGORDO AND 3 MILES
 CX1436'NORTHWEST OF HOLLOMAN AIR FORCE BASE.
 CX1436'
 CX1436'TO REACH THE STATION FROM THE SOUTH END OF THE HOLLOMAN AIR FORCE
 CX1436'BASE HIGH SPEED TEST TRACK, GO NORTHEAST ON ROAD 1 FOR 1.4 MILES TO
 CX1436'A FORK, BEAR RIGHT AND GO SOUTHEAST ON ROUTE 9 FOR 1.3 MILES TO
 CX1436'BENCH MARK X 239 ON THE RIGHT.  CONTINUE SOUTHEAST ON ROUTE 9 FOR
 CX1436'0.3 MILE TO THE STATION ON THE RIGHT.
 CX1436'
 CX1436'THE STATION MARK IS A STANDARD DISK, STAMPED JACK 1968, SET IN THE
 CX1436'TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT PROJECTS
 CX1436'8 INCHES ABOVE THE GROUND.  IT IS 172 FEET WEST OF THE CENTERLINE
 CX1436'OF ROUTE 9 AND 5.0 FEET WEST OF A WITNESS POST.  THE UNDERGROUND
 CX1436'MARK WAS SET 41 INCHES BELOW THE SURFACE OF THE GROUND.
 CX1436'
 CX1436'REFERENCE MARK 1 IS A STANDARD DISK, STANPED JACK NO 1 1968, SET IN
 CX1436'THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 CX1436'PROJECTS 6 INCHES ABOVE THE GROUND.  IT IS 148 FEET WEST OF THE
 CX1436'CENTERLINE OF ROUTE 9, 33.2 FEET NORTH OF THE WITNESS POST AND
 CX1436'ABOUT THE SAME ELEVATION AS THE STATION.
 CX1436'
 CX1436'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED JACK NO 2 1968, SET IN
 CX1436'THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 CX1436'PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS 192 FEET WEST OF THE
 CX1436'CENTERLINE OF ROUTE 9, 38.9 FEET NORTHWEST OF THE WITNESS POST AND
 CX1436'ABOUT THE SAME ELEVATION AS THE STATION.
 CX1436'
 CX1436'BENCH MARK X 239 IS A STANDARD DISK, STAMPED X 239 1952, SET IN THE
 CX1436'TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT PROJECTS
 CX1436'2 INCHES ABOVE THE GROUND.  IT IS 77 FEET WEST OF THE CENTERLINE OF
 CX1436'ROUTE 9 AND 3.2 FEET NORTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GO0402 ***********************************************************************
 GO0402  DESIGNATION -  JACK
 GO0402  PID         -  GO0402
 GO0402  STATE/COUNTY-  NM/SAN JUAN
 GO0402  USGS QUAD   -  YOUNGS LAKE (1979)
 GO0402
 GO0402                         *CURRENT SURVEY CONTROL
 GO0402  ___________________________________________________________________
 GO0402* NAD 83(1992)-  36 49 39.74244(N)    108 17 41.82799(W)     ADJUSTED  
 GO0402* NAVD 88     -      1888.3    (meters)    6195.     (feet)  VERTCON   
 GO0402  ___________________________________________________________________
 GO0402  LAPLACE CORR-           1.04  (seconds)                    DEFLEC99
 GO0402  GEOID HEIGHT-         -20.93  (meters)                     GEOID03
 GO0402
 GO0402  HORZ ORDER  -  THIRD
 GO0402
 GO0402.The horizontal coordinates were established by classical geodetic methods
 GO0402.and adjusted by the National Geodetic Survey in December 1993..
 GO0402
 GO0402.The NAVD 88 height was computed by applying the VERTCON shift value to
 GO0402.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GO0402
 GO0402.The Laplace correction was computed from DEFLEC99 derived deflections.
 GO0402
 GO0402.The geoid height was determined by GEOID03.
 GO0402
 GO0402;                    North         East     Units Scale Factor Converg.
 GO0402;SPC NM W     -   646,461.739   788,821.312   MT  0.99993755   -0 16 36.1
 GO0402;SPC NM W     - 2,120,933.22  2,587,991.25   sFT  0.99993755   -0 16 36.1
 GO0402;UTM  12      - 4,079,174.639   741,251.926   MT  1.00031709   +1 37 20.0
 GO0402
 GO0402!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GO0402!SPC NM W     -   0.99970703  x   0.99993755  =   0.99964460
 GO0402!UTM  12      -   0.99970703  x   1.00031709  =   1.00002403
 GO0402
 GO0402:                Primary Azimuth Mark                     Grid Az
 GO0402:SPC NM W     -  TWIN                                     189 54 48.7
 GO0402:UTM  12      -  TWIN                                     188 00 52.6
 GO0402
 GO0402|---------------------------------------------------------------------|
 GO0402| PID    Reference Object                     Distance      Geod. Az  |
 GO0402|                                                           dddmmss.s |
 GO0402| GO0386 TWIN                                APPROX. 8.8 KM 1893812.6 |
 GO0402|---------------------------------------------------------------------|
 GO0402
 GO0402                          SUPERSEDED SURVEY CONTROL
 GO0402
 GO0402  NAD 83(1992)-  36 49 39.74234(N)    108 17 41.82792(W) AD(       ) 3
 GO0402  NAD 83(1992)-  36 49 39.74223(N)    108 17 41.82815(W) AD(       ) 3
 GO0402  NAD 83(1986)-  36 49 39.73524(N)    108 17 41.83702(W) AD(       ) 3
 GO0402  NAD 27      -  36 49 39.73393(N)    108 17 39.55570(W) AD(       ) 3
 GO0402  NGVD 29 (07/19/86) 1887.3    (m)         6192.     (f) VERT ANG       
 GO0402
 GO0402.Superseded values are not recommended for survey control.
 GO0402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GO0402.See file dsdata.txt to determine how the superseded data were derived.
 GO0402
 GO0402_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYF4125279175(NAD 83)
 GO0402_MARKER: DD = SURVEY DISK
 GO0402_SETTING: 0 = UNSPECIFIED SETTING
 GO0402_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GO0402
 GO0402  HISTORY     - Date     Condition        Report By
 GO0402  HISTORY     - 1960     MONUMENTED       USGS
 GO0402
 GO0402                          STATION DESCRIPTION
 GO0402
 GO0402'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 GO0402'STATION IS LOCATED ABOUT 8 MI. AIRLINE NW. OF FARMINGTON, NEW MEXICO,
 GO0402'AND 4 MI. AIRLINE WNW. OF JACKSON LAKE, NEAR THE HIGHEST POINT OF A
 GO0402'HILL.
 GO0402'
 GO0402'TO REACH FROM THE INTERSECTION OF MAIN AND ORCHARD STREETS AT
 GO0402'FARMINGTON, NEW MEXICO, DRIVE W. ON U.S. HIGHWAY 550 FOR 1.8 MI.,
 GO0402'TURN RIGHT (N.) ON STATE HIGHWAY 17 AND DRIVE 4.3 MI. N., TURN LEFT
 GO0402'ON DIRT RD. AND DRIVE 0.5 MI. TO RD. FORK, TAKE LEFT FORK AND DRIVE
 GO0402'2.1 MI. TO GAS WELL (MARY C. HAGOOD NO. 1 NE. 1/4 OF NE. 1/4 SEC. 24,
 GO0402'T 30 N, R 14 E), FOLLOW DIM RD. ALONG RIDGE 1.8 MI. TO TOP OF RIDGE
 GO0402'AND VERY DIM RD. TO RIGHT, DRIVE RIGHT (N.) ALONG VERY DIM RD. 1.8
 GO0402'MI. TO HIGHEST POINT.  STATION IS ABOUT 300 FT. N. OF AND 1 FT. LOWER
 GO0402'THAN HIGH POINT.  IT IS ON A BARE SANDSTONE OUTCROP.
 GO0402'
 GO0402'STATION MARK--STANDARD USGS TRIANGULATION TABLET SET IN SANDSTONE
 GO0402'OUTCROP, 12 FT. SW. AND 1 FT. LOWER THAN HIGH POINT, TABLET STAMPED
 GO0402'---JACK 1960---.
 GO0402'
 GO0402'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR1019 ***********************************************************************
 DR1019  DESIGNATION -  JACK
 DR1019  PID         -  DR1019
 DR1019  STATE/COUNTY-  NM/LINCOLN
 DR1019  USGS QUAD   -  ANCHO (1973)
 DR1019
 DR1019                         *CURRENT SURVEY CONTROL
 DR1019  ___________________________________________________________________
 DR1019* NAD 83(1992)-  33 55 35.70971(N)    105 37 38.78949(W)     ADJUSTED  
 DR1019* NAVD 88     -      2303.2    (meters)    7556.     (feet)  VERTCON   
 DR1019  ___________________________________________________________________
 DR1019  LAPLACE CORR-          -1.09  (seconds)                    DEFLEC99
 DR1019  GEOID HEIGHT-         -20.23  (meters)                     GEOID03
 DR1019
 DR1019  HORZ ORDER  -  SECOND
 DR1019
 DR1019.The horizontal coordinates were established by classical geodetic methods
 DR1019.and adjusted by the National Geodetic Survey in December 1993..
 DR1019
 DR1019.The NAVD 88 height was computed by applying the VERTCON shift value to
 DR1019.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DR1019
 DR1019.The Laplace correction was computed from DEFLEC99 derived deflections.
 DR1019
 DR1019.The geoid height was determined by GEOID03.
 DR1019
 DR1019;                    North         East     Units Scale Factor Converg.
 DR1019;SPC NM C     -   324,685.997   557,559.037   MT  0.99994083   +0 20 50.9
 DR1019;SPC NM C     - 1,065,240.64  1,829,258.27   sFT  0.99994083   +0 20 50.9
 DR1019;UTM  13      - 3,754,193.263   442,006.896   MT  0.99964146   -0 21 00.7
 DR1019
 DR1019!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR1019!SPC NM C     -   0.99964174  x   0.99994083  =   0.99958259
 DR1019!UTM  13      -   0.99964174  x   0.99964146  =   0.99928333
 DR1019
 DR1019:                Primary Azimuth Mark                     Grid Az
 DR1019:SPC NM C     -  PAT                                      187 32 28.9
 DR1019:UTM  13      -  PAT                                      188 14 20.5
 DR1019
 DR1019|---------------------------------------------------------------------|
 DR1019| PID    Reference Object                     Distance      Geod. Az  |
 DR1019|                                                           dddmmss.s |
 DR1019| DR1027 PAT                                 APPROX.20.1 KM 1875319.8 |
 DR1019| CJ7563 JACK RM 1                             7.096 METERS 26434     |
 DR1019| CJ7564 JACK RM 2                             5.397 METERS 33833     |
 DR1019|---------------------------------------------------------------------|
 DR1019
 DR1019                          SUPERSEDED SURVEY CONTROL
 DR1019
 DR1019  NAD 83(1986)-  33 55 35.71605(N)    105 37 38.79043(W) AD(       ) 2
 DR1019  NAD 27      -  33 55 35.45623(N)    105 37 36.81673(W) AD(       ) 2
 DR1019  NGVD 29 (07/19/86) 2302.3    (m)         7553.     (f) VERT ANG       
 DR1019
 DR1019.Superseded values are not recommended for survey control.
 DR1019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR1019.See file dsdata.txt to determine how the superseded data were derived.
 DR1019
 DR1019_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDT4200754193(NAD 83)
 DR1019_MARKER: DD = SURVEY DISK
 DR1019_SETTING: 66 = SET IN ROCK OUTCROP
 DR1019_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 DR1019
 DR1019  HISTORY     - Date     Condition        Report By
 DR1019  HISTORY     - 1972     MONUMENTED       USGS
 DR1019
 DR1019                          STATION DESCRIPTION
 DR1019
 DR1019'DESCRIBED BY US GEOLOGICAL SURVEY 1972 (FJG)
 DR1019'DISTANCE BETWEEN REFERENCE MARKS NOT MEASURED DUE TO
 DR1019'INTERVENING BOULDER.
 DR1019'
 DR1019'THE STATION IS LOCATED NORTH 36 DEGREES EAST, ABOUT 24 MILES
 DR1019'FROM CARRIZOZO, NEW MEXICO, SOUTH 05 DEGREES WEST, ABOUT 23 MILES
 DR1019'FROM CORONA, NEW MEXICO, ON A HIGH PROMINENT POINT ON THE NORTH
 DR1019'END OF A NORTH-SOUTH RIDGE IN THE LINCOLN NATIONAL FOREST.
 DR1019'
 DR1019'STATION WAS REACHED BY HELICOPTER IN 1972.
 DR1019'
 DR1019'THE STATION MARK AND REFERENCE MARKS ARE USGS BRONZE TABLETS
 DR1019'CEMENTED IN DRILL HOLES IN BEDROCK.
 DR1019'
 DR1019'STATION MARK--8 FEET NORTHEAST OF USGS WITNESS SIGN ON A STEEL
 DR1019'POST.  TABLET STAMPED JACK ET 1972.
 DR1019'
 DR1019'REFERENCE MARK NO. 1--TABLET STAMPED JACK ET NO. 1 1972.
 DR1019'
 DR1019'REFERENCE MARK NO. 2--TABLET STAMPED JACK ET NO. 2 1972.
 DR1019'
 DR1019'STATION PAT ET 1972 IS VISIBLE FROM THE GROUND TO SERVE AS
 DR1019'AZIMUTH MARK.
 DR1019'
 DR1019'ALL OBSERVATIONS MADE FROM A STANDARD TRIPOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0706 ***********************************************************************
 EO0706  DESIGNATION -  JACK ET
 EO0706  PID         -  EO0706
 EO0706  STATE/COUNTY-  NM/QUAY
 EO0706  USGS QUAD   -  CUNAVEA BASIN (1987)
 EO0706
 EO0706                         *CURRENT SURVEY CONTROL
 EO0706  ___________________________________________________________________
 EO0706* NAD 83(1992)-  34 52 28.55751(N)    103 59 02.86100(W)     ADJUSTED  
 EO0706* NAVD 88     -      1586.1    (meters)    5204.     (feet)  VERTCON   
 EO0706  ___________________________________________________________________
 EO0706  LAPLACE CORR-          -2.51  (seconds)                    DEFLEC99
 EO0706  GEOID HEIGHT-         -23.28  (meters)                     GEOID03
 EO0706
 EO0706  HORZ ORDER  -  SECOND
 EO0706
 EO0706.The horizontal coordinates were established by classical geodetic methods
 EO0706.and adjusted by the National Geodetic Survey in December 1993..
 EO0706
 EO0706.The NAVD 88 height was computed by applying the VERTCON shift value to
 EO0706.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EO0706
 EO0706.The Laplace correction was computed from DEFLEC99 derived deflections.
 EO0706
 EO0706.The geoid height was determined by GEOID03.
 EO0706
 EO0706;                    North         East     Units Scale Factor Converg.
 EO0706;SPC NM E     -   429,723.259   196,924.035   MT  0.99992165   +0 11 58.8
 EO0706;SPC NM E     - 1,409,850.39    646,074.94   sFT  0.99992165   +0 11 58.8
 EO0706;UTM  13      - 3,859,607.392   592,842.896   MT  0.99970624   +0 34 51.2
 EO0706
 EO0706!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EO0706!SPC NM E     -   0.99975474  x   0.99992165  =   0.99967641
 EO0706!UTM  13      -   0.99975474  x   0.99970624  =   0.99946105
 EO0706
 EO0706:                Primary Azimuth Mark                     Grid Az
 EO0706:SPC NM E     -  CAP ET                                   117 36 15.0
 EO0706:UTM  13      -  CAP ET                                   117 13 22.6
 EO0706
 EO0706|---------------------------------------------------------------------|
 EO0706| PID    Reference Object                     Distance      Geod. Az  |
 EO0706|                                                           dddmmss.s |
 EO0706| EO0707 CAP ET                              APPROX. 5.4 KM 1174813.8 |
 EO0706| CJ7561 JACK ET RM 1                         15.312 METERS 12247     |
 EO0706| CJ7562 JACK ET RM 2                         15.949 METERS 22659     |
 EO0706|---------------------------------------------------------------------|
 EO0706
 EO0706                          SUPERSEDED SURVEY CONTROL
 EO0706
 EO0706  NAD 83(1986)-  34 52 28.56383(N)    103 59 02.85336(W) AD(       ) 2
 EO0706  NAD 27      -  34 52 28.34326(N)    103 59 00.96175(W) AD(       ) 2
 EO0706  NGVD 29 (07/19/86) 1585.4    (m)         5201.     (f) VERT ANG       
 EO0706
 EO0706.Superseded values are not recommended for survey control.
 EO0706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0706.See file dsdata.txt to determine how the superseded data were derived.
 EO0706
 EO0706_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEU9284359607(NAD 83)
 EO0706_MARKER: DD = SURVEY DISK
 EO0706_SETTING: 0 = UNSPECIFIED SETTING
 EO0706
 EO0706  HISTORY     - Date     Condition        Report By
 EO0706  HISTORY     - 1970     MONUMENTED       USGS
 EO0706
 EO0706                          STATION DESCRIPTION
 EO0706
 EO0706'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (RDS)
 EO0706'THE STATION IS LOCATED NORTH 77 DEG WEST ABOUT 14 MILES AIRLINE
 EO0706'FROM RAGLAND, NEW MEXICO, NORTH 44 DEG WEST ABOUT 17 MILES FROM
 EO0706'MCALISTER, NEW MEXICO, ABOUT 0.75 MILE SOUTH OF EDGE OF CAPROCK, 17
 EO0706'FEET SOUTHWEST OF SMALL CEDAR TREE, 4.4 FEET NORTHWEST OF USGS
 EO0706'WITNESS SIGN FASTENED TO METAL POST.  ON LAND OWNED BY PHIL LYONS.
 EO0706'
 EO0706'TO REACH FROM THE INTERSECTION OF STATE HIGHWAYS 18 AND 86 AT
 EO0706'RAGLAND, NEW MEXICO, GO SOUTH ON STATE HIGHWAY 86 FOR 3.8 MILES TO
 EO0706'JUNCTION WITH STATE HIGHWAY 156.  TURN RIGHT (WEST) ON STATE
 EO0706'HIGHWAY 156 AND GO 10.5 MILES TO SIDE ROAD NORTH TO LYONS RANCH, TURN
 EO0706'RIGHT AND GO 3.35 MILES TO LYONS RANCH BUILDINGS, TURN LEFT AT EAST
 EO0706'END OF BUNKHOUSE, GO NORTH 0.05 MILE TO GATE, PASS THROUGH GATE
 EO0706'AND GO 0.25 MILE TO GATE, PASS THROUGH GATE AND TURN NORTHEAST
 EO0706'0.5 MILE TO ROAD FORK TURN LEFT UPHILL 1.1 MILES TO ROAD FORK,
 EO0706'CONTINUE STRAIGHT AHEAD (NORTHWEST) 1.15 MILES TO METAL GATE IN
 EO0706'NORTH-SOUTH FENCE, PASS THROUGH GATE AND TAKE LEFT ROAD FORK
 EO0706'(WEST) 0.15 MILE, TURN RIGHT CROSS COUNTRY 0.15 MILE TO TOP OF
 EO0706'KNOLL AND STATION.
 EO0706'
 EO0706'STATION MARK IS A USGS BRONZE TABLET SOLDERED TO COPPER COATED STEEL
 EO0706'ROD 2.3 FEET LONG CEMENTED IN A DRILL HOLE, CENTERED IN AN
 EO0706'ORANGEBURG TILE, 6 INCHES IN DIAMETER, 12 INCHES LONG FILLED WITH
 EO0706'GRAVEL.  THE TABLET IS FLUSH WITH THE GROUND AND IS STAMPED JACK
 EO0706'ET 1970.
 EO0706'
 EO0706'REFERENCE MARK NO. 1 IS A USGS BRONZE REFERENCE MARK TABLET SOLDERED
 EO0706'TO COPPER COATED STEEL ROD 2.4 FEET LONG, CEMENTED IN A DRILL HOLE
 EO0706'CENTERED IN AN ORANGEBURG TILE, 6 INCHES IN DIAMETER, 12 INCHES
 EO0706'LONG FILLED WITH GRAVEL.  THE TABLET IS FLUSH WITH THE GROUND AND
 EO0706'STAMPED JACK ET NO. 1 1970.
 EO0706'
 EO0706'REFERENCE MARK NO. 2 IS A USGS BRONZE REFERENCE MARK TABLET SOLDERED
 EO0706'TO A COPPER COATED STEEL ROD, 2.5 FEET LONG, CEMENTED IN A DRILL
 EO0706'HOLE CENTERED IN AN ORANGEBURG TILE 6 INCHES IN DIAMETER, 12 INCHES
 EO0706'LONG FILLED WITH GRAVEL.  THE TABLET IS FLUSH WITH THE GROUND AND
 EO0706'STAMPED JACK ET NO. 2 1970.
 EO0706'
 EO0706'STATION CAP ET 1970 IS VISIBLE FROM THE GROUND AT THIS STATION AND
 EO0706'WILL SERVE AS THE AZIMUTH MARK.
 EO0706'
 EO0706'ALL OBSERVATIONS MADE FROM STANDARD TRIPOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1233 ***********************************************************************
 FO1233  DESIGNATION -  JACKSON
 FO1233  PID         -  FO1233
 FO1233  STATE/COUNTY-  NM/BERNALILLO
 FO1233  USGS QUAD   -  ALBUQUERQUE EAST (1990)
 FO1233
 FO1233                         *CURRENT SURVEY CONTROL
 FO1233  ___________________________________________________________________
 FO1233* NAD 83(1992)-  35 06 05.42278(N)    106 31 35.65513(W)     ADJUSTED  
 FO1233* NAVD 88     -      1682.     (meters)    5518.     (feet)  SCALED    
 FO1233  ___________________________________________________________________
 FO1233  LAPLACE CORR-          12.89  (seconds)                    DEFLEC99
 FO1233  GEOID HEIGHT-         -20.56  (meters)                     GEOID03
 FO1233
 FO1233  HORZ ORDER  -  FIRST
 FO1233
 FO1233.The horizontal coordinates were established by classical geodetic methods
 FO1233.and adjusted by the National Geodetic Survey in December 1993..
 FO1233
 FO1233.The orthometric height was scaled from a topographic map.
 FO1233
 FO1233.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1233
 FO1233.The geoid height was determined by GEOID03.
 FO1233
 FO1233;                    North         East     Units Scale Factor Converg.
 FO1233;SPC NM C     -   454,869.348   474,786.058   MT  0.99990783   -0 09 32.5
 FO1233;SPC NM C     - 1,492,350.52  1,557,693.93   sFT  0.99990783   -0 09 32.5
 FO1233;UTM  13      - 3,885,365.809   360,864.504   MT  0.99983858   -0 52 40.7
 FO1233
 FO1233!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1233!SPC NM C     -   0.99973931  x   0.99990783  =   0.99964716
 FO1233!UTM  13      -   0.99973931  x   0.99983858  =   0.99957793
 FO1233
 FO1233:                Primary Azimuth Mark                     Grid Az
 FO1233:SPC NM C     -  JACKSON AZ MK                            089 20 55.4
 FO1233:UTM  13      -  JACKSON AZ MK                            090 04 03.6
 FO1233
 FO1233|---------------------------------------------------------------------|
 FO1233| PID    Reference Object                     Distance      Geod. Az  |
 FO1233|                                                           dddmmss.s |
 FO1233| CD3529 JACKSON AZ MK                                      0891122.9 |
 FO1233| CD3530 JACKSON RM 1                         19.308 METERS 16453     |
 FO1233| CD3531 JACKSON RM 2                         30.215 METERS 26619     |
 FO1233|---------------------------------------------------------------------|
 FO1233
 FO1233                          SUPERSEDED SURVEY CONTROL
 FO1233
 FO1233  NAD 83(1986)-  35 06 05.42870(N)    106 31 35.65607(W) AD(       ) 1
 FO1233  NAD 27      -  35 06 05.26230(N)    106 31 33.57309(W) AD(       ) 1
 FO1233
 FO1233.Superseded values are not recommended for survey control.
 FO1233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1233.See file dsdata.txt to determine how the superseded data were derived.
 FO1233
 FO1233_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU6086585366(NAD 83)
 FO1233_MARKER: DS = TRIANGULATION STATION DISK
 FO1233_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FO1233_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FO1233
 FO1233  HISTORY     - Date     Condition        Report By
 FO1233  HISTORY     - 1969     MONUMENTED       CGS
 FO1233  HISTORY     - 20050115 MARK NOT FOUND   GEOCAC
 FO1233
 FO1233                          STATION DESCRIPTION
 FO1233
 FO1233'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JLC)
 FO1233'THE STATION IS LOCATED ON PROPERTY OWNED BY THE ALBUQUERQUE
 FO1233'SCHOOL DISTRICT, IN THE NORTHEASTERN PART OF ALBUQUERQUE, ABOUT
 FO1233'1-1/4 MILES NORTH OF INTERSTATE HIGHWAY 40 AND NEAR THE NORTHEAST
 FO1233'CORNER OF THE JACKSON JUNIOR HIGH SCHOOL GROUNDS AT 10600 INDIAN
 FO1233'SCHOOL ROAD NE.
 FO1233'
 FO1233'THE STATION MARK IS A STANDARD DISK STAMPED JACKSON 1969, SET
 FO1233'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS
 FO1233'FLUSH WITH THE GROUND.  IT IS 34.9 FEET EAST-SOUTHEAST OF THE
 FO1233'EAST GATE POST OF A CHAIN LINK GATE (ENTRANCE TO PARKING AREA),
 FO1233'22.3 FEET SOUTHWEST OF THE NORTHEAST CORNER OF A CHAIN LINK
 FO1233'FENCE, 18.6 FEET WEST OF THE CHAIN LINK FENCE AND 13 FEET
 FO1233'SOUTH OF THE CHAIN LINK FENCE.
 FO1233'
 FO1233'REFERENCE MARK 1 IS A STANDARD DISK STAMPED JACKSON NO 1 1969,
 FO1233'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 FO1233'IS FLUSH WITH THE GROUND.  IT IS 73.6 FEET SOUTH OF THE CHAIN
 FO1233'LINK FENCE CORNER POST AND 1 FOOT WEST OF THE CHAIN LINK FENCE.
 FO1233'
 FO1233'REFERENCE MARK 2 IS A STANDARD DISK STAMPED JACKSON NO 2 1969,
 FO1233'SET IN THE TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 FO1233'IS FLUSH WITH THE GROUND.  IT IS 49.4 FEET WEST-SOUTHWEST OF
 FO1233'THE WEST GATE POST OF THE CHAIN LINK GATE (ENTRANCE TO PARKING
 FO1233'AREA), 30 FEET SOUTHWEST OF A STREET LAMP POLE, 21.2 FEET SOUTH
 FO1233'OF A CHAIN LINK FENCE CORNER POST AND 1 FOOT EAST OF A CHAIN LINK
 FO1233'FENCE.
 FO1233'
 FO1233'THE AZIMUTH MARK IS A STANDARD DISK STAMPED JACKSON 1969, SET
 FO1233'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 FO1233'IS FLUSH WITH THE GROUND.  IT IS 37.4 FEET SOUTHEAST OF THE
 FO1233'SOUTHWEST CORNER OF HOUSE NUMBER 1800 SHIRLEY STREET NE, 29
 FO1233'FEET NORTH OF THE CENTER OF INDIAN SCHOOL ROAD NE, 26 FEET
 FO1233'SOUTH-SOUTHWEST OF THE SOUTHEAST CORNER OF THE HOUSE AND 2.2
 FO1233'FEET WEST OF A STREET LAMP POLE.
 FO1233'
 FO1233'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON INDIAN
 FO1233'SCHOOL ROAD NE FOR 0.45 MILE TO THE MARK ON THE LEFT.
 FO1233'
 FO1233'HEIGHT OF LIGHT ABOVE STATION MARK 22.3 METERS.
 FO1233
 FO1233                          STATION RECOVERY (2005)
 FO1233
 FO1233'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 FO1233'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0538 ***********************************************************************
 FN0538  DESIGNATION -  JACKSON
 FN0538  PID         -  FN0538
 FN0538  STATE/COUNTY-  NM/SAN MIGUEL
 FN0538  USGS QUAD   -  LAS VEGAS SE (1976)
 FN0538
 FN0538                         *CURRENT SURVEY CONTROL
 FN0538  ___________________________________________________________________
 FN0538* NAD 83(1992)-  35 36 57.55131(N)    105 04 25.39545(W)     ADJUSTED  
 FN0538* NAVD 88     -      2141.1    (meters)    7025.     (feet)  VERTCON   
 FN0538  ___________________________________________________________________
 FN0538  LAPLACE CORR-          -2.30  (seconds)                    DEFLEC99
 FN0538  GEOID HEIGHT-         -19.05  (meters)                     GEOID03
 FN0538
 FN0538  HORZ ORDER  -  SECOND
 FN0538
 FN0538.The horizontal coordinates were established by classical geodetic methods
 FN0538.and adjusted by the National Geodetic Survey in December 1993..
 FN0538
 FN0538.The NAVD 88 height was computed by applying the VERTCON shift value to
 FN0538.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FN0538
 FN0538.The Laplace correction was computed from DEFLEC99 derived deflections.
 FN0538
 FN0538.The geoid height was determined by GEOID03.
 FN0538
 FN0538;                    North         East     Units Scale Factor Converg.
 FN0538;SPC NM E     -   512,165.790    97,927.277   MT  0.99996451   -0 25 52.3
 FN0538;SPC NM E     - 1,680,330.60    321,283.07   sFT  0.99996451   -0 25 52.3
 FN0538;UTM  13      - 3,941,359.606   493,323.642   MT  0.99960055   -0 02 34.6
 FN0538
 FN0538!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FN0538!SPC NM E     -   0.99966705  x   0.99996451  =   0.99963157
 FN0538!UTM  13      -   0.99966705  x   0.99960055  =   0.99926773
 FN0538
 FN0538                          SUPERSEDED SURVEY CONTROL
 FN0538
 FN0538  NAD 83(1986)-  35 36 57.55802(N)    105 04 25.39549(W) AD(       ) 2
 FN0538  NAD 27      -  35 36 57.39600(N)    105 04 23.38550(W) AD(       ) 2
 FN0538  NGVD 29 (07/19/86) 2140.1    (m)         7021.     (f) VERT ANG       
 FN0538
 FN0538.Superseded values are not recommended for survey control.
 FN0538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0538.See file dsdata.txt to determine how the superseded data were derived.
 FN0538
 FN0538_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV9332441360(NAD 83)
 FN0538_MARKER: DD = SURVEY DISK
 FN0538_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FN0538_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FN0538_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FN0538+STABILITY: SURFACE MOTION
 FN0538
 FN0538  HISTORY     - Date     Condition        Report By
 FN0538  HISTORY     - 1949     MONUMENTED       BOR
 FN0538  HISTORY     - 1949     GOOD             CGS
 FN0538
 FN0538                          STATION DESCRIPTION
 FN0538
 FN0538'DESCRIBED BY US BUREAU OF RECLAMATION 1949
 FN0538'STATION BOYLE IS LOCATED ABOUT 8 MILES AIR LINE EAST-NORTHEAST
 FN0538'OF LAS VEGAS AND ABOUT 1.75 MILES AIR LINE NORTH-NORTHEAST
 FN0538'OF THE POINT WHERE STATE HIGHWAY 65 TURNS TO THE SOUTH, ON
 FN0538'A HIGH, BARE HILL IN PASTURE LAND.
 FN0538'
 FN0538'REFERENCE MARK IS APPROXIMATELY THE SAME ELEVATION AS THE
 FN0538'STATION MARK AND IS A BUREAU OF RECLAMATION BENCH MARK BRONZE
 FN0538'DISK SET IN A 10 X 10 INCH CONCRETE POST, PROJECTS 10 INCHES
 FN0538'AND STAMPED, JACKSON.
 FN0538
 FN0538                          STATION RECOVERY (1949)
 FN0538
 FN0538'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 FN0538'LOCATED 9.0 MI. (AIRLINE) E. OF LAS VEGAS, ON GRAZING AND PASTURE LAND
 FN0538'OWNED BY NORMAN REED AND LEASED BY CON W. JACKSON.  STATION IS ABOUT
 FN0538'ON HIGHEST POINT OF RIDGE (ANOTHER TOP ABOUT 1 MI. NE. IS ABOUT SAME
 FN0538'HEIGHT) ABOUT 50 FT. E. OF W. EDGE OF BREAK IN TOP, AND ABOUT 120 FT.
 FN0538'NE. OF S. POINT OF BREAK IN TOP.
 FN0538'
 FN0538'TO REACH FROM LAS VEGAS, START FROM JUNCTION OF U.S. HIGHWAY 85 AND
 FN0538'CONCHAS DAM RD., AT FORD GARAGE, GO E. ALONG CONCHAS DAM RD. 7.7 MI.
 FN0538'TO FORK OF RD. SE.  CONTINUE E. ALONG MAIN RD. 0.3 MI. TO PRIVATE RD.
 FN0538'N., FOLLOW PRIVATE RD. N. 1.1 MI. TO GATE AT ABANDONED RANCH HOUSE.
 FN0538'PASS THRU GATE AND TAKE RANCH RD. PAST HOUSE 0.9 MI. IN NE. DIRECTION
 FN0538'TO TOP OF RIDGE.  LEAVE RD. AND FOLLOW UP RIDGE IN SE. DIRECTION 0.2
 FN0538'MI. TO TOP OF RIDGE AND STATION.
 FN0538'
 FN0538'RECOVERED BY USGS, 1945.
 FN0538'
 FN0538'RECOVERED BY NGS IN 1949 AND TIED BY DISTANCE AND AZIMUTH TO
 FN0538'--BOYLE (NGS 1949)--.  DESCRIBED BY THE NGS IN DESCRIPTION BOOK 1019
 FN0538'PAGE 20, G. P. SHEET 275.
 FN0538'
 FN0538'STATION MARK--STANDARD BUREAU OF RECLAMATION TABLET SET IN CONCRETE
 FN0538'POST STAMPED---JACKSON---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1878 ***********************************************************************
 CX1878  DESIGNATION -  JAKE
 CX1878  PID         -  CX1878
 CX1878  STATE/COUNTY-  NM/LUNA
 CX1878  USGS QUAD   -  MASSACRE PEAK (1972)
 CX1878
 CX1878                         *CURRENT SURVEY CONTROL
 CX1878  ___________________________________________________________________
 CX1878* NAD 83(1992)-  32 23 57.90751(N)    107 39 11.04328(W)     ADJUSTED  
 CX1878* NAVD 88     -      1613.5    (meters)    5294.     (feet)  VERTCON   
 CX1878  ___________________________________________________________________
 CX1878  LAPLACE CORR-          -0.07  (seconds)                    DEFLEC99
 CX1878  GEOID HEIGHT-         -24.11  (meters)                     GEOID03
 CX1878
 CX1878  HORZ ORDER  -  FIRST
 CX1878
 CX1878.The horizontal coordinates were established by classical geodetic methods
 CX1878.and adjusted by the National Geodetic Survey in December 1993..
 CX1878
 CX1878.The NAVD 88 height was computed by applying the VERTCON shift value to
 CX1878.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CX1878
 CX1878.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1878
 CX1878.The geoid height was determined by GEOID03.
 CX1878
 CX1878;                    North         East     Units Scale Factor Converg.
 CX1878;SPC NM W     -   155,171.144   846,958.220   MT  0.99992021   +0 05 47.7
 CX1878;SPC NM W     -   509,090.66  2,778,728.76   sFT  0.99992021   +0 05 47.7
 CX1878;UTM  13      - 3,587,806.691   250,457.764   MT  1.00036797   -1 25 20.3
 CX1878
 CX1878!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1878!SPC NM W     -   0.99975051  x   0.99992021  =   0.99967074
 CX1878!UTM  13      -   0.99975051  x   1.00036797  =   1.00011838
 CX1878
 CX1878|---------------------------------------------------------------------|
 CX1878| PID    Reference Object                     Distance      Geod. Az  |
 CX1878|                                                           dddmmss.s |
 CX1878| CC6736 JAKE RM 1                             4.438 METERS 02538     |
 CX1878| CC6735 JAKE AZ MK                                         1460826.1 |
 CX1878| CX1864 DEMING VORTAC DMN                   APPROX.14.4 KM 1615559.8 |
 CX1878| CX1901 DEMING COURTHOUSE SPIRE             APPROX.18.1 KM 2123651.4 |
 CX1878| CX1897 DEMING LOADING CHUTE                APPROX.16.9 KM 2132645.9 |
 CX1878| CX1902 DEMING TALLEST OF 3 STACKS          APPROX.17.3 KM 2154341.9 |
 CX1878| CX1900 DEMING MUNICIPAL TANK               APPROX.18.0 KM 2164129.4 |
 CX1878| CC6737 JAKE RM 2                             9.662 METERS 21847     |
 CX1878| CX1899 DEMING PERU MINING WATER TANK       APPROX.18.0 KM 2340741.4 |
 CX1878|---------------------------------------------------------------------|
 CX1878
 CX1878                          SUPERSEDED SURVEY CONTROL
 CX1878
 CX1878  NAD 83(1986)-  32 23 57.90854(N)    107 39 11.04357(W) AD(       ) 1
 CX1878  NAD 27      -  32 23 57.61315(N)    107 39 08.93678(W) AD(       ) 1
 CX1878  NGVD 29 (07/19/86) 1612.8    (m)         5291.     (f) VERT ANG       
 CX1878
 CX1878.Superseded values are not recommended for survey control.
 CX1878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1878.See file dsdata.txt to determine how the superseded data were derived.
 CX1878
 CX1878_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBR5045887807(NAD 83)
 CX1878_MARKER: DD = SURVEY DISK
 CX1878_SETTING: 66 = SET IN ROCK OUTCROP
 CX1878
 CX1878  HISTORY     - Date     Condition        Report By
 CX1878  HISTORY     - 1945     MONUMENTED       CGS
 CX1878  HISTORY     - 1958     GOOD             CGS
 CX1878  HISTORY     - 1975     GOOD             NGS
 CX1878
 CX1878                          STATION DESCRIPTION
 CX1878
 CX1878'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (RAM)
 CX1878'STATION IS 12 MILES NNE BY AIRLINE OF DEMING AND ABOUT 3-1/2
 CX1878'MILES N OF STATE HIGHWAY 26.  IT IS ABOUT 3 MILES FROM THE S
 CX1878'END OF THE RIDGE FORMING THE S EXTREMITY OF THE FOOTHILLS OF
 CX1878'THE COOKS MOUNTAINS.  THERE ARE 3 PROMINENT BUTTES TO THE
 CX1878'W AND SW OF THE STATION AND A WIDE FLAT TO THE E.
 CX1878'
 CX1878'STATION MARK IS A BRONZE STATION DISK SET IN A DRILL HOLE IN
 CX1878'OUTCROPPING BEDROCK.
 CX1878'
 CX1878'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 70 AND 80
 CX1878'AND U.S. HIGHWAY 260, GO N ON HIGHWAY 260 FOR 1.4 MILES TO
 CX1878'THE JUNCTION OF THIS HIGHWAY WITH STATE HIGHWAY 26.  HERE TAKE
 CX1878'THE RIGHT FORK, HIGHWAY 26, WHICH IS PAVED, AND GO E FOR
 CX1878'8.1 MILES TO A TRACK CROSSROAD AND SMALL CONCRETE BRIDGE
 CX1878'JUST BEYOND.  HERE TAKE THE LEFT FORK, A TRACK ROAD, N ACROSS
 CX1878'A CATTLE GUARD AND GO 2.1 MILES TO A WINDMILL ABOUT 0.1 MILE
 CX1878'W OF THE ROAD.  CONTINUE FOR 1.0 MILE TO A CATTLE GUARD.
 CX1878'CROSS THIS AND TURN RIGHT OR NE AND GO CROSS COUNTRY FOR
 CX1878'ABOUT 1/2 MILE TO THE BASE OF A N-S RIDGE AND THE END OF
 CX1878'TRUCK TRAVEL.  FROM HERE PACK NE UP THE STEEP SLOPE TO THE
 CX1878'HIGHEST POINT.  FROM HERE THE STATION IS VISIBLE ABOUT 300
 CX1878'YARDS TO THE NE.  THERE IS A HILL SLIGHTLY HIGHER ABOUT
 CX1878'1/8 MILE TO THE N.  CONTINUE INTO THE SADDLE, CROSS THE
 CX1878'FENCE AND UP TO THE HIGHEST POINT AND THE STATION.
 CX1878'
 CX1878'STATION MARK IS STAMPED JAKE 1945, FLUSH WITH THE SURROUNDING
 CX1878'SURFACE, AND IS ABOUT 25 FEET E OF THE EDGE OF A 40-FOOT
 CX1878'LEDGE.  IT IS 13 FEET SW OF A 2-1/2 FOOT CAIRN WHICH IS ON
 CX1878'THE HIGHEST POINT OF THE HILL.
 CX1878'
 CX1878'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK, STAMPED JAKE
 CX1878'NO 1 1945, AND IS SET IN BEDROCK PROJECTING 14 INCHES ABOVE THE
 CX1878'SURROUNDING SURFACE.  IT IS 3 FEET NW OF THE CAIRN AND THE
 CX1878'HIGHEST POINT AND IS ABOUT 6 INCHES ABOVE THE STATION.  THE
 CX1878'MARK IS NE OF THE STATION.
 CX1878'
 CX1878'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK, STAMPED JAKE
 CX1878'NO 2 1945, AND IS SET IN BEDROCK FLUSH WITH THE SURROUNDING
 CX1878'SURFACE.  IT IS ABOUT 4 FEET BELOW THE STATION.  THE MARK
 CX1878'IS SW OF THE STATION.
 CX1878'
 CX1878'AZIMUTH MARK IS A BRONZE AZIMUTH DISK, STAMPED JAKE 1945,
 CX1878'AND IS SET IN BEDROCK FLUSH WITH THE SURROUNDING SURFACE.  IT
 CX1878'IS 1 FOOT N OF A 1-FOOT CAIRN.  THE MARK IS 3/8 MILE SE OF
 CX1878'THE STATION ON THE HIGHEST POINT OF THE FIRST KNOLL IN THAT
 CX1878'DIRECTION.
 CX1878'
 CX1878'HEIGHT OF LIGHT ABOVE STATION MARK - 1.0 METERS.
 CX1878
 CX1878                          STATION RECOVERY (1958)
 CX1878
 CX1878'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (LFV)
 CX1878'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 CX1878'AZIMUTH MARK NOT SEARCHED FOR.  DESCRIPTION ADEQUATE AND
 CX1878'CORRECT EXCEPT FOR THE FOLLOWING.
 CX1878'
 CX1878'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 260 AND STATE
 CX1878'ROUTE 26 ABOUT 1.4 MILES NORTH OF DEMING, GO 9.1 MILES
 CX1878'NORTHEASTERLY ON STATE ROUTE 26 TO ROAD AND CATTLE GUARD ON
 CX1878'LEFT, TURN LEFT AND GO 1.9 MILES NORTHWESTERLY TO WINDMILL
 CX1878'ON LEFT, FROM HERE THE OLD DESCRIPTION CAN BE FOLLOWED.
 CX1878
 CX1878                          STATION RECOVERY (1975)
 CX1878
 CX1878'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (JRS)
 CX1878'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH
 CX1878'MARK WERE RECOVERED IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION
 CX1878'IS ADEQUATE.
 CX1878'
 CX1878'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--12 MILES
 CX1878'NORTHEAST OF DEMMING
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0914 ***********************************************************************
 CV0914  FBN         -  This is a Federal Base Network Control Station.
 CV0914  DESIGNATION -  JALAIR
 CV0914  PID         -  CV0914
 CV0914  STATE/COUNTY-  NM/LEA
 CV0914  USGS QUAD   -  JAL NW (1979)
 CV0914
 CV0914                         *CURRENT SURVEY CONTROL
 CV0914  ___________________________________________________________________
 CV0914* NAD 83(1992)-  32 07 48.45171(N)    103 09 22.69454(W)     ADJUSTED  
 CV0914* NAVD 88     -       948.2    (meters)    3111.     (feet)  GPS OBS   
 CV0914  ___________________________________________________________________
 CV0914  X           -  -1,230,719.367 (meters)                     COMP
 CV0914  Y           -  -5,265,257.512 (meters)                     COMP
 CV0914  Z           -   3,373,151.333 (meters)                     COMP
 CV0914  LAPLACE CORR-           4.52  (seconds)                    DEFLEC99
 CV0914  ELLIP HEIGHT-         924.73  (meters)          (05/26/00) GPS OBS
 CV0914  GEOID HEIGHT-         -23.39  (meters)                     GEOID03
 CV0914
 CV0914  HORZ ORDER  -  B
 CV0914  ELLP ORDER  -  SECOND    CLASS I
 CV0914
 CV0914.This mark is at Jal/lea County Airport (E26)
 CV0914
 CV0914.The horizontal coordinates were established by GPS observations
 CV0914.and adjusted by the National Geodetic Survey in May 1992..
 CV0914
 CV0914.The orthometric height was determined by GPS observations and a
 CV0914.high-resolution geoid model.
 CV0914
 CV0914.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CV0914
 CV0914.The Laplace correction was computed from DEFLEC99 derived deflections.
 CV0914
 CV0914.The ellipsoidal height was determined by GPS observations
 CV0914.and is referenced to NAD 83.
 CV0914
 CV0914.The geoid height was determined by GEOID03.
 CV0914
 CV0914;                    North         East     Units Scale Factor Converg.
 CV0914;SPC NM E     -   125,902.807   276,057.153   MT  1.00006114   +0 37 33.8
 CV0914;SPC NM E     -   413,066.13    905,697.51   sFT  1.00006114   +0 37 33.8
 CV0914;UTM  13      - 3,556,347.761   673,913.675   MT  0.99997301   +0 58 50.9
 CV0914
 CV0914!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CV0914!SPC NM E     -   0.99985482  x   1.00006114  =   0.99991596
 CV0914!UTM  13      -   0.99985482  x   0.99997301  =   0.99982784
 CV0914
 CV0914                          SUPERSEDED SURVEY CONTROL
 CV0914
 CV0914  ELLIP H (05/09/94)  924.66   (m)                       GP(       ) 4 2
 CV0914  NAD 83(1986)-  32 07 48.45716(N)    103 09 22.69396(W) AD(       ) 3
 CV0914  ELLIP H (05/26/92)  924.66   (m)                       GP(       ) 4 1
 CV0914  NGVD 29 (06/11/92)  948.2    (m)         3111.     (f) GPS OBS        
 CV0914
 CV0914.Superseded values are not recommended for survey control.
 CV0914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0914.See file dsdata.txt to determine how the superseded data were derived.
 CV0914
 CV0914_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFR7391456348(NAD 83)
 CV0914_MARKER: DD = SURVEY DISK
 CV0914_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0914_SP_SET: CONCRETE POST
 CV0914_STAMPING: JALAIR 1987
 CV0914_MARK LOGO: NGS   
 CV0914_MAGNETIC: N = NO MAGNETIC MATERIAL
 CV0914_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CV0914+STABILITY: SURFACE MOTION
 CV0914_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CV0914+SATELLITE: SATELLITE OBSERVATIONS - December 16, 1998
 CV0914
 CV0914  HISTORY     - Date     Condition        Report By
 CV0914  HISTORY     - 1987     MONUMENTED       NMHD
 CV0914  HISTORY     - 19900918 GOOD
 CV0914  HISTORY     - 19930511 GOOD             NGS
 CV0914  HISTORY     - 19950710 GOOD             NGS
 CV0914  HISTORY     - 19981216 GOOD             NGS
 CV0914  HISTORY     - 19991130 GOOD             NGS
 CV0914
 CV0914                          STATION DESCRIPTION
 CV0914
 CV0914'DESCRIBED BY NM HIGHWAY DEPT 1987
 CV0914'THE STATION IS LOCATED ABOUT 2.9 KM (1.8 MI) EAST OF JAL AT THE LEA
 CV0914'COUNTY AIRPORT.  OWNERSHIP--LEA COUNTY, MANAGER, MAX CURRY PO BOX 916
 CV0914'HOBBS, NM 88240.
 CV0914'TO REACH THE STATION FROM THE INTERSECTION OF NM 128 AND NM 18 IN
 CV0914'JAL,GO EAST ON NM 128 FOR 2.9 KM (1.8 MI) TO THE ENTRANCE TO THE LEA
 CV0914'COUNTY AIRPORT.  TURN LEFT (NORTH) FOR 0.48 KM (0.30 MI) ON A PAVED
 CV0914'ROAD TO THE MAIN HANGAR BUILDINGS FOR APPROXIMATELY 61 M (200.1 FT)
 CV0914'TO A TAXIWAY.  TURN LEFT (NORTH) AND GO 0.32 KM (0.20 MI) ON TAXIWAY
 CV0914'TO THE STATION ON THE LEFT.
 CV0914'STATION IS AN UNSTAMPED BRASS DISC WITH DATUM POINT PUNCH SET IN A
 CV0914'CONCRETE POST WHICH EXTENDS 0.61 M (2.00 FT) INTO THE GROUND ENCASED
 CV0914'IN A 5-INCH PVC PIPE WITH AN NGS LOGO CAP STAMPED---JALAIR 1987---,
 CV0914'FLUSH WITH THE GROUND.
 CV0914'STATION IS LOCATED 15.5 M (50.9 FT) NORTHEAST FROM A WINDSOCK, 23.0 M
 CV0914'(75.5 FT) WEST FROM A TAXIWAY CENTERLINE, 27.7 M (90.9 FT) SOUTHWEST
 CV0914'FROM RUNWAY MARKER SIGN 10-28, AND 0.9 M (3.0 FT) WEST FROM A
 CV0914'STAINLESS STEEL ROD WITNESS POST DRIVEN INTO THE GROUND.
 CV0914
 CV0914                          STATION RECOVERY (1990)
 CV0914
 CV0914'RECOVERED 1990
 CV0914'RECOVERED IN GOOD CONDITION.
 CV0914
 CV0914                          STATION RECOVERY (1993)
 CV0914
 CV0914'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 CV0914'STATION IS LOCATED ABOUT 2.9 KM (1.80 MI) EAST OF JAL AT THE LEA
 CV0914'COUNTY AIRPORT.  OWNERSHIP--LEA COUNTY, P.O. BOX 916, HOBBS, NM
 CV0914'88240. AIRPORT MANAGER IS BILL GATCHELL, PHONE 505-393-4943, -9915.
 CV0914'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS 18 AND
 CV0914'128 IN JAL, GO EAST ON HIGHWAY 128 FOR 2.9 KM (1.80 MI) TO THE
 CV0914'ENTRANCE TO THE LEA COUNTY AIRPORT.  TURN LEFT, NORTH, ON PAVED ROAD
 CV0914'FOR 0.48 KM (0.30 MI) TO THE MAIN HANGAR BUILDINGS.  TURN RIGHT,
 CV0914'EAST, FOR 60 M (196.8 FT) TO A TAXIWAY. TURN LEFT, NORTH, ON TAXIWAY
 CV0914'FOR 0.32 KM (0.20 MI) TO THE STATION ON THE LEFT.
 CV0914'STATION IS A BLANK NEW MEXICO STATE HIGHWAY DEARTMENT BRASS DISK WITH
 CV0914'A PUNCH MARK SET IN A CONCRETE POST WHICH EXTENDS 60 CM INTO THE
 CV0914'GROUND ENCASED IN A 12.7 CM PVC PIPE WITH NGS LOGO CAP THAT IS
 CV0914'STAMPED---JALAIR 1987---FLUSH WITH THE GROUND.  IT IS 15.5 M
 CV0914'(50.9 FT) NORTHEAST FROM A WINDSOCK, 23.0 M (75.5 FT) WEST FROM THE
 CV0914'CENTER OF THE TAXIWAY, 27.7 M (90.9 FT) SOUTHWEST FROM RUNWAY MARKER
 CV0914'SIGN 10-28 AND 1.9 M (6.2 FT) NORTH-NORTHWEST FROM A FIBERGLASS
 CV0914'WITNESS POST DRIVEN INTO THE GROUND.
 CV0914
 CV0914                          STATION RECOVERY (1995)
 CV0914
 CV0914'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 CV0914'STATION IS LOCATED ABOUT 2.9 KM (1.80 MI) EAST OF JAL AT THE LEA
 CV0914'COUNTY AIRPORT.  OWNERSHIP--LEA COUNTY, P.O.  BOX 916, HOBBS, NM
 CV0914'88240.  AIRPORT MANAGER IS BILL GATCHELL, PHONE 505-393-4943, -9915.
 CV0914'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS 18 AND
 CV0914'128 IN JAL, GO EAST ON HIGHWAY 128 FOR 2.9 KM (1.80 MI) TO THE
 CV0914'ENTRANCE TO THE LEA COUNTY AIRPORT.  TURN LEFT, NORTH, ON PAVED ROAD
 CV0914'FOR 0.48 KM (0.30 MI) TO THE MAIN HANGARS.  TURN RIGHT, EAST, FOR 60 M
 CV0914'(196.8 FT) TO A TAXIWAY.  TURN LEFT, NORTH, ON TAXIWAY FOR 0.32 KM
 CV0914'(0.20 MI) TO THE STATION LEFT.  THE STATION IS A BLANK NEW MEXICO
 CV0914'STATE HIGHWAY DEPARTMENT BRASS DISK WITH A PUNCH MARK SET IN A
 CV0914'CONCRETE POST ENCASED IN A 12.7-CM PVC PIPE WITH A NGS LOGO CAP
 CV0914'STAMPED--JALAIR 1987.  THE STATION IS 27.7 M (90.9 FT) SOUTHWEST OF
 CV0914'RUNWAY MARKER SIGN 09-27, 23.0 M (75.5 FT) WEST OF THE CENTER OF THE
 CV0914'TAXIWAY, 15.5 M (50.9 FT) NORTHEAST OF A WINDSOCK, 1.9 M (6.2 FT)
 CV0914'NORTH-NORTHWEST OF A WITNESS POST, AND THE LOGO CAP IS FLUSH WITH THE
 CV0914'GROUND.  DESCRIBED BY JW, TYPED BY KLF.
 CV0914
 CV0914                          STATION RECOVERY (1998)
 CV0914
 CV0914'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (WAS)
 CV0914'THE STATION IS LOCATED ABOUT 1.8 MI (2.9 KM) EAST OF JAL, AT THE LEA
 CV0914'COUNTY AIRPORT.  OWNERSHIP--LEA COUNTY, LEA COUNTY AIRPORT, MANAGER -
 CV0914'BILL GATCHELL, TELEPHONE 505-393-4943 OR 9915, PO BOX 916, HOBBS NM
 CV0914'88240.  TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS
 CV0914'18 AND 128 IN JAL, GO EAST ON HIGHWAY 128 FOR 1.8 MI (2.9 KM) TO THE
 CV0914'ENTRANCE TO LEA COUNTY AIRPORT ON THE LEFT.  TURN LEFT, NORTH FOR 0.3
 CV0914'MI (0.5 KM) TO THE MAIN HANGARS.  TURN RIGHT, EAST FOR 60 M (196.8 FT)
 CV0914'TO A TAXIWAY.  TURN LEFT, NORTH ON TAXIWAY FOR 0.2 MI (0.3 KM) TO THE
 CV0914'STATION ON THE LEFT.  THE STATION IS AN UNSTAMPED NEW MEXICO STATE
 CV0914'HIGHWAY DEPARTMENT DISK, ACCESSED THROUGH AN NGS ALUMINUM LOGO CAP
 CV0914'WHICH IS STAMPED JALAIR 1987.  LOCATED 29.2 M (95.8 FT) NORTHEAST OF A
 CV0914'WINDSOCK, 27.3 M (89.6 FT) SOUTHWEST OF THE CENTER OF RUNWAY SIGN 9-27
 CV0914'AND 23.0 M (75.5 FT) WEST OF THE CENTERLINE OF THE TAXIWAY.
 CV0914
 CV0914                          STATION RECOVERY (1999)
 CV0914
 CV0914'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (WEH)
 CV0914'GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0236 ***********************************************************************
 DS0236  DESIGNATION -  JAN
 DS0236  PID         -  DS0236
 DS0236  STATE/COUNTY-  NM/LINCOLN
 DS0236  USGS QUAD   -  BULL GAP SW (1981)
 DS0236
 DS0236                         *CURRENT SURVEY CONTROL
 DS0236  ___________________________________________________________________
 DS0236* NAD 83(1992)-  33 33 29.79808(N)    106 11 33.71847(W)     ADJUSTED  
 DS0236* NAVD 88     -      1451.406  (meters)    4761.82   (feet)  ADJUSTED  
 DS0236  ___________________________________________________________________
 DS0236  LAPLACE CORR-           3.34  (seconds)                    DEFLEC99
 DS0236  GEOID HEIGHT-         -21.58  (meters)                     GEOID03
 DS0236  DYNAMIC HT  -        1449.325 (meters)    4754.99  (feet)  COMP
 DS0236  MODELED GRAV-     979,152.5   (mgal)                       NAVD 88
 DS0236
 DS0236  HORZ ORDER  -  FIRST
 DS0236  VERT ORDER  -  SECOND    CLASS 0
 DS0236
 DS0236.The horizontal coordinates were established by classical geodetic methods
 DS0236.and adjusted by the National Geodetic Survey in December 1993..
 DS0236
 DS0236.The orthometric height was determined by differential leveling
 DS0236.and adjusted by the National Geodetic Survey in June 1991..
 DS0236
 DS0236.The Laplace correction was computed from DEFLEC99 derived deflections.
 DS0236
 DS0236.The geoid height was determined by GEOID03.
 DS0236
 DS0236.The dynamic height is computed by dividing the NAVD 88
 DS0236.geopotential number by the normal gravity value computed on the
 DS0236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0236.degrees latitude (g = 980.6199 gals.).
 DS0236
 DS0236.The modeled gravity was interpolated from observed gravity values.
 DS0236
 DS0236;                    North         East     Units Scale Factor Converg.
 DS0236;SPC NM C     -   283,665.037   505,320.399   MT  0.99990035   +0 01 54.0
 DS0236;SPC NM C     -   930,657.71  1,657,872.01   sFT  0.99990035   +0 01 54.0
 DS0236;UTM  13      - 3,713,817.439   389,286.810   MT  0.99975111   -0 39 33.7
 DS0236
 DS0236!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS0236!SPC NM C     -   0.99977558  x   0.99990035  =   0.99967595
 DS0236!UTM  13      -   0.99977558  x   0.99975111  =   0.99952675
 DS0236
 DS0236|---------------------------------------------------------------------|
 DS0236| PID    Reference Object                     Distance      Geod. Az  |
 DS0236|                                                           dddmmss.s |
 DS0236| DS0237 JAN RM 1                             10.902 METERS 06137     |
 DS0236| DS0238 JAN RM 2                             14.706 METERS 14752     |
 DS0236| DS0239 JAN AZ MK                                          1755958.5 |
 DS0236|---------------------------------------------------------------------|
 DS0236
 DS0236                          SUPERSEDED SURVEY CONTROL
 DS0236
 DS0236  NAD 83(1986)-  33 33 29.80507(N)    106 11 33.72109(W) AD(       ) 1
 DS0236  NAD 27      -  33 33 29.53444(N)    106 11 31.72460(W) AD(       ) 1
 DS0236  NGVD 29 (??/??/92) 1450.746  (m)         4759.66   (f) ADJ UNCH    2 0
 DS0236
 DS0236.Superseded values are not recommended for survey control.
 DS0236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0236.See file dsdata.txt to determine how the superseded data were derived.
 DS0236
 DS0236_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT8928713817(NAD 83)
 DS0236_MARKER: DS = TRIANGULATION STATION DISK
 DS0236_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0236_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0236_STAMPING: JAN 1968
 DS0236_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0236+STABILITY: SURFACE MOTION
 DS0236
 DS0236  HISTORY     - Date     Condition        Report By
 DS0236  HISTORY     - 1968     MONUMENTED       CGS
 DS0236  HISTORY     - 1969     GOOD             CGS
 DS0236  HISTORY     - 1969     GOOD             NGS
 DS0236
 DS0236                          STATION DESCRIPTION
 DS0236
 DS0236'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JBJ)
 DS0236'THE STATION IS ABOUT 19 MILES WEST-SOUTHWEST OF CARRIZOZO, 17-1/2
 DS0236'MILES NORTH-NORTHWEST OF THREE RIVERS AND 9-1/2 MILES NORTHWEST OF
 DS0236'OSCURO.
 DS0236'
 DS0236'TO REACH THE STATION FROM THE POST OFFICE IN THREE RIVERS, GO
 DS0236'NORTHERLY ON U.S. HIGHWAY 54 FOR 11.0 MILES TO OSCURO AND WHITE
 DS0236'SANDS MISSILE RANGE ROUTE 12 ON THE LEFT.  TURN LEFT AND GO WESTERLY
 DS0236'ON ROUTE 12, A GRAVELED ROAD, FOR 6.0 MILES TO A LOCKED GATE.
 DS0236'(THE COMBINATION FOR THE LOCK ON THE GATE MAY BE OBTAINED FROM
 DS0236'HEADQUARTERS).  PASS THROUGH THE GATE AND CONTINUE
 DS0236'WESTERLY ON A PAVED ROAD FOR 1.5 MILES TO A SIDE ROAD ON THE
 DS0236'RIGHT, ROUTE 9.  TURN RIGHT AND GO NORTHERLY ON ROUTE 9 FOR 3.35
 DS0236'MILES TO THE AZIMUTH MARK ON THE LEFT AT A POINT WHERE THE ROAD
 DS0236'CURVES TO THE RIGHT.  CONTINUE NORTHERLY FOR 0.3 MILE TO THE
 DS0236'STATION ON THE RIGHT.
 DS0236'
 DS0236'THE STATION MARK IS A STANDARD DISK, STAMPED JAN 1968, SET IN THE
 DS0236'TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT PROJECTS
 DS0236'4 INCHES ABOVE THE GROUND.  IT IS 136.5 FEET EAST OF THE CENTERLINE
 DS0236'OF ROUTE 9 AND 4.8 FEET SOUTHEAST OF A WITNESS POST.  THE
 DS0236'UNDERGROUND STATION MARK IS SET 36 INCHES BELOW THE GROUND SURFACE.
 DS0236'
 DS0236'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED JAN NO 1 1968, SET IN
 DS0236'THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 DS0236'PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS 171.5 FEET EAST OF THE
 DS0236'CENTERLINE OF ROUTE 9, 39.4 FEET EAST-NORTHEAST OF THE WITNESS
 DS0236'POST AND ABOUT THE SAME ELEVATION AS THE STATION MARK.
 DS0236'
 DS0236'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED JAN NO 2 1968, SET IN
 DS0236'THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 DS0236'PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS 164.0 FEET EAST OF THE
 DS0236'CENTERLINE OF ROUTE 9, 52.0 FEET SOUTH-SOUTHEAST OF THE WITNESS
 DS0236'POST AND ABOUT THE SAME ELEVATION AS THE STATION MARK.
 DS0236'
 DS0236'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED JAN 1968, SET IN THE TOP
 DS0236'OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT PROJECTS 4
 DS0236'INCHES ABOVE THE GROUND.  IT IS 42.0 FEET WEST OF THE CENTERLINE OF
 DS0236'ROUTE 9 AND 2.7 FEET WEST OF A WITNESS POST.
 DS0236
 DS0236                          STATION RECOVERY (1969)
 DS0236
 DS0236'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JGC)
 DS0236'THE STATION MARK, STAMPED JAN 1968, IS ABOUT 7.75 MILES NORTHWEST
 DS0236'ALONG WHITE SANDS MISSILE RANGE ROUTE 12 FROM THE STORE AT OSCURO,
 DS0236'THENCE 3.8 MILES NORTHWEST ALONG WHITE SANDS MISSILE RANGE ROUTE 9,
 DS0236'IN SECTION 3, T 9 S, R 7 E, 130 FEET NORTHEAST OF THE CENTER LINE
 DS0236'OF THE ROUTE, 135 FEET NORTHEAST OF A SPEED LIMIT SIGN FOR THE
 DS0236'ROUTE, 48.2 FEET NORTHWEST OF RM 2, 35.8 FEET SOUTHWEST OF RM 1,
 DS0236'4.7 FEET EAST OF A METAL WITNESS POST, ABOUT 3 FEET ABOVE THE
 DS0236'LEVEL OF THE ROUTE, AND SET IN THE TOP OF A CONCRETE POST WHICH
 DS0236'PROJECTS 3 INCHES ABOVE THE SURFACE OF THE GROUND.
 DS0236'
 DS0236'RM 1, STAMPED JAN NO 1 1968, IS 35.8 FEET NORTHEAST OF THE STATION
 DS0236'MARK, 171 FEET NORTHEAST OF THE CENTER LINE OF THE ROUTE, 163 FEET
 DS0236'NORTHEAST OF A SPEED LIMIT SIGN FOR THE ROUTE, ABOUT 1 FOOT ABOVE
 DS0236'THE LEVEL OF THE ROUTE, AND SET IN THE TOP OF A CONCRETE POST WHICH
 DS0236'PROJECTS 2 INCHES ABOVE THE SURFACE OF THE GROUND.
 DS0236'
 DS0236'RM 2, STAMPED JAN NO 2 1968, IS 48.8 FEET SOUTHEAST OF THE STATION
 DS0236'MARK, 149 FEET NORTHEAST OF THE CENTER LINE OF THE ROUTE, 128 FEET
 DS0236'NORTHEAST OF A SPEED LIMIT SIGN FOR THE ROUTE, ABOUT 1-1/2 FEET
 DS0236'ABOVE THE LEVEL OF THE ROUTE, AND SET IN THE TOP OF A CONCRETE POST
 DS0236'WHICH PROJECTS 2 INCHES ABOVE THE SURFACE OF THE GROUND.
 DS0236'
 DS0236'THE AZIMUTH MARK, STAMPED JAN 1968, IS ABOUT 0.35 MILE SOUTHEAST
 DS0236'ALONG WHITE SANDS MISSILE RANGE ROUTE 9 FROM THE STATION MARK, 43
 DS0236'FEET SOUTHWEST OF THE CENTER LINE OF THE ROUTE, 45-1/2 FEET SOUTH
 DS0236'OF A SPEED LIMIT SIGN FOR THE ROUTE, 2.5 FEET SOUTHWEST OF A METAL
 DS0236'WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST WHICH
 DS0236'PROJECTS 5 INCHES ABOVE THE SURFACE OF THE GROUND.
 DS0236'
 DS0236'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--11.55 MILES
 DS0236'NORTHWEST.
 DS0236
 DS0236                          STATION RECOVERY (1969)
 DS0236
 DS0236'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 DS0236'11.55 MI NW FROM OSCURO.
 DS0236'ABOUT 7.75 MILES NORTHWEST ALONG WHITE SANDS MISSILE RANGE ROUTE 12
 DS0236'FROM THE STORE AT OSCURO, THENCE 3.8 MILES NORTHWEST ALONG WHITE SANDS
 DS0236'MISSILE RANGE ROUTE 9, 130 FEET NORTHEAST OF THE CENTER LINE OF THE
 DS0236'ROUTE, 135 FEET NORTHEAST OF A SPEED LIMIT SIGN FOR THE ROUTE, 48.2
 DS0236'FEET NORTHWEST OF JAN RM 2, 35.8 FEET SOUTHWEST OF JAN RM 1, 4.7 FEET
 DS0236'EAST OF A METAL WITNESS POST, ABOUT 3 FEET ABOVE THE LEVEL OF THE
 DS0236'ROUTE, AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 3 INCHES
 DS0236'ABOVE THE SURFACE OF THE GROUND.  SEC 3, T 9S, R 7E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0239 ***********************************************************************
 DS0239  DESIGNATION -  JAN AZ MK
 DS0239  PID         -  DS0239
 DS0239  STATE/COUNTY-  NM/LINCOLN
 DS0239  USGS QUAD   -  BULL GAP SW (1981)
 DS0239
 DS0239                         *CURRENT SURVEY CONTROL
 DS0239  ___________________________________________________________________
 DS0239* NAD 83(1986)-  33 33 12.     (N)    106 11 31.     (W)     SCALED    
 DS0239* NAVD 88     -      1441.605  (meters)    4729.67   (feet)  ADJUSTED  
 DS0239  ___________________________________________________________________
 DS0239  GEOID HEIGHT-         -21.59  (meters)                     GEOID03
 DS0239  DYNAMIC HT  -        1439.539 (meters)    4722.89  (feet)  COMP
 DS0239  MODELED GRAV-     979,153.6   (mgal)                       NAVD 88
 DS0239
 DS0239  VERT ORDER  -  SECOND    CLASS 0
 DS0239
 DS0239.The horizontal coordinates were scaled from a topographic map and have
 DS0239.an estimated accuracy of +/- 6 seconds.
 DS0239
 DS0239.The orthometric height was determined by differential leveling
 DS0239.and adjusted by the National Geodetic Survey in June 1991..
 DS0239
 DS0239.The geoid height was determined by GEOID03.
 DS0239
 DS0239.The dynamic height is computed by dividing the NAVD 88
 DS0239.geopotential number by the normal gravity value computed on the
 DS0239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0239.degrees latitude (g = 980.6199 gals.).
 DS0239
 DS0239.The modeled gravity was interpolated from observed gravity values.
 DS0239
 DS0239;                    North         East    Units  Estimated Accuracy
 DS0239;SPC NM C     -   283,120.      505,390.      MT  (+/- 180 meters Scaled)
 DS0239
 DS0239                          SUPERSEDED SURVEY CONTROL
 DS0239
 DS0239  NGVD 29 (??/??/92) 1440.949  (m)         4727.51   (f) ADJ UNCH    2 0
 DS0239
 DS0239.Superseded values are not recommended for survey control.
 DS0239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0239.See file dsdata.txt to determine how the superseded data were derived.
 DS0239
 DS0239_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT893132(NAD 83)
 DS0239_MARKER: DZ = AZIMUTH MARK DISK
 DS0239_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0239_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0239_STAMPING: JAN 1968
 DS0239_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0239+STABILITY: SURFACE MOTION
 DS0239
 DS0239  HISTORY     - Date     Condition        Report By
 DS0239  HISTORY     - 1968     MONUMENTED       CGS
 DS0239  HISTORY     - 1969     GOOD             NGS
 DS0239
 DS0239                          STATION DESCRIPTION
 DS0239
 DS0239'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 DS0239'11.2 MI NW FROM OSCURO.
 DS0239'ABOUT 7.75 MILES NORTHWEST ALONG WHITE SANDS MISSILE RANGE ROUTE 12
 DS0239'FROM THE STORE AT OSCURO, THENCE 3.45 MILES NORTHWEST ALONG WHITE
 DS0239'SANDS MISSILE RANGE ROUTE 9, 43 FEET SOUTHWEST OF THE CENTER LINE OF
 DS0239'THE ROUTE, 45 1/2 FEET SOUTH OF A SPEED LIMIT SIGN FOR THE ROUTE, 2.5
 DS0239'FEET SOUTHWEST OF A METAL WITNESS POST, AND SET IN THE TOP OF A
 DS0239'CONCRETE POST WHICH PROJECTS 5 INCHES ABOVE THE SURFACE OF THE GROUND.
 DS0239'SEC 2, T 9S, R 7E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0237 ***********************************************************************
 DS0237  DESIGNATION -  JAN RM 1
 DS0237  PID         -  DS0237
 DS0237  STATE/COUNTY-  NM/LINCOLN
 DS0237  USGS QUAD   -  BULL GAP SW (1981)
 DS0237
 DS0237                         *CURRENT SURVEY CONTROL
 DS0237  ___________________________________________________________________
 DS0237* NAD 83(1986)-  33 33 29.     (N)    106 11 31.     (W)     SCALED    
 DS0237* NAVD 88     -      1450.999  (meters)    4760.49   (feet)  ADJUSTED  
 DS0237  ___________________________________________________________________
 DS0237  GEOID HEIGHT-         -21.58  (meters)                     GEOID03
 DS0237  DYNAMIC HT  -        1448.919 (meters)    4753.66  (feet)  COMP
 DS0237  MODELED GRAV-     979,152.5   (mgal)                       NAVD 88
 DS0237
 DS0237  VERT ORDER  -  SECOND    CLASS 0
 DS0237
 DS0237.The horizontal coordinates were scaled from a topographic map and have
 DS0237.an estimated accuracy of +/- 6 seconds.
 DS0237
 DS0237.The orthometric height was determined by differential leveling
 DS0237.and adjusted by the National Geodetic Survey in June 1991..
 DS0237
 DS0237.The geoid height was determined by GEOID03.
 DS0237
 DS0237.The dynamic height is computed by dividing the NAVD 88
 DS0237.geopotential number by the normal gravity value computed on the
 DS0237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0237.degrees latitude (g = 980.6199 gals.).
 DS0237
 DS0237.The modeled gravity was interpolated from observed gravity values.
 DS0237
 DS0237;                    North         East    Units  Estimated Accuracy
 DS0237;SPC NM C     -   283,640.      505,390.      MT  (+/- 180 meters Scaled)
 DS0237
 DS0237                          SUPERSEDED SURVEY CONTROL
 DS0237
 DS0237  NGVD 29 (??/??/92) 1450.339  (m)         4758.32   (f) ADJ UNCH    2 0
 DS0237
 DS0237.Superseded values are not recommended for survey control.
 DS0237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0237.See file dsdata.txt to determine how the superseded data were derived.
 DS0237
 DS0237_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT893137(NAD 83)
 DS0237_MARKER: DR = REFERENCE MARK DISK
 DS0237_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0237_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0237_STAMPING: JAN NO 1 1968
 DS0237_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0237+STABILITY: SURFACE MOTION
 DS0237
 DS0237  HISTORY     - Date     Condition        Report By
 DS0237  HISTORY     - 1968     MONUMENTED       CGS
 DS0237  HISTORY     - 1969     GOOD             NGS
 DS0237
 DS0237                          STATION DESCRIPTION
 DS0237
 DS0237'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 DS0237'11.55 MI NW FROM OSCURO.
 DS0237'ABOUT 7.75 MILES NORTHWEST ALONG WHITE SANDS MISSILE RANGE ROUTE 12
 DS0237'FROM THE STORE AT OSCURO, THENCE 3.8 MILES NORTHWEST ALONG WHITE SANDS
 DS0237'MISSILE RANGE ROUTE 9, 171 FEET NORTHEAST OF THE CENTER LINE OF THE
 DS0237'ROUTE, 163 FEET NORTHEAST OF A SPEED LIMIT SIGN FOR THE ROUTE, 35.8
 DS0237'FEET NORTHEAST OF TRIANGULATION STATION JAN 1968, ABOUT 1 FOOT ABOVE
 DS0237'THE LEVEL OF THE ROUTE, AND SET IN THE TOP OF A CONCRETE POST WHICH
 DS0237'PROJECTS 2 INCHES ABOVE THE SURFACE OF THE GROUND.  SEC 3, T 9S, R 7E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0238 ***********************************************************************
 DS0238  DESIGNATION -  JAN RM 2
 DS0238  PID         -  DS0238
 DS0238  STATE/COUNTY-  NM/LINCOLN
 DS0238  USGS QUAD   -  BULL GAP SW (1981)
 DS0238
 DS0238                         *CURRENT SURVEY CONTROL
 DS0238  ___________________________________________________________________
 DS0238* NAD 83(1986)-  33 33 30.     (N)    106 11 32.     (W)     SCALED    
 DS0238* NAVD 88     -      1450.985  (meters)    4760.44   (feet)  ADJUSTED  
 DS0238  ___________________________________________________________________
 DS0238  GEOID HEIGHT-         -21.58  (meters)                     GEOID03
 DS0238  DYNAMIC HT  -        1448.905 (meters)    4753.62  (feet)  COMP
 DS0238  MODELED GRAV-     979,152.4   (mgal)                       NAVD 88
 DS0238
 DS0238  VERT ORDER  -  SECOND    CLASS 0
 DS0238
 DS0238.The horizontal coordinates were scaled from a topographic map and have
 DS0238.an estimated accuracy of +/- 6 seconds.
 DS0238
 DS0238.The orthometric height was determined by differential leveling
 DS0238.and adjusted by the National Geodetic Survey in June 1991..
 DS0238
 DS0238.The geoid height was determined by GEOID03.
 DS0238
 DS0238.The dynamic height is computed by dividing the NAVD 88
 DS0238.geopotential number by the normal gravity value computed on the
 DS0238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0238.degrees latitude (g = 980.6199 gals.).
 DS0238
 DS0238.The modeled gravity was interpolated from observed gravity values.
 DS0238
 DS0238;                    North         East    Units  Estimated Accuracy
 DS0238;SPC NM C     -   283,670.      505,370.      MT  (+/- 180 meters Scaled)
 DS0238
 DS0238                          SUPERSEDED SURVEY CONTROL
 DS0238
 DS0238  NGVD 29 (??/??/92) 1450.324  (m)         4758.27   (f) ADJ UNCH    2 0
 DS0238
 DS0238.Superseded values are not recommended for survey control.
 DS0238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0238.See file dsdata.txt to determine how the superseded data were derived.
 DS0238
 DS0238_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT893138(NAD 83)
 DS0238_MARKER: DR = REFERENCE MARK DISK
 DS0238_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0238_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0238_STAMPING: JAN NO 2 1968
 DS0238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0238+STABILITY: SURFACE MOTION
 DS0238
 DS0238  HISTORY     - Date     Condition        Report By
 DS0238  HISTORY     - 1968     MONUMENTED       CGS
 DS0238  HISTORY     - 1969     GOOD             NGS
 DS0238
 DS0238                          STATION DESCRIPTION
 DS0238
 DS0238'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 DS0238'11.55 MI NW FROM OSCURO.
 DS0238'ABOUT 7.75 MILES NORTHWEST ALONG WHITE SANDS MISSILE RANGE ROUTE 12
 DS0238'FROM THE STORE AT OSCURO, THENCE 3.8 MILES NORTHWEST ALONG WHITE SANDS
 DS0238'MISSILE RANGE ROUTE 9, 149 FEET NORTHEAST OF THE CENTER LINE OF THE
 DS0238'ROUTE, 128 FEET NORTHEAST OF A SPEED LIMIT SIGN FOR THE ROUTE, 48.8
 DS0238'FEET SOUTHEAST OF TRIANGULATION STATION JAN 1968, ABOUT 1 1/2 FEET
 DS0238'ABOVE THE LEVEL OF THE ROUTE, AND SET IN THE TOP OF A CONCRETE POST
 DS0238'WHICH PROJECTS 2 INCHES ABOVE THE SURFACE OF THE GROUND.  SEC 3, T 9S,
 DS0238'R 7E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0274 ***********************************************************************
 CX0274  DESIGNATION -  JAR
 CX0274  PID         -  CX0274
 CX0274  STATE/COUNTY-  NM/OTERO
 CX0274  USGS QUAD   -  TRES HERMANOS SW (1982)
 CX0274
 CX0274                         *CURRENT SURVEY CONTROL
 CX0274  ___________________________________________________________________
 CX0274* NAD 83(1992)-  32 31 24.04985(N)    106 08 34.14912(W)     ADJUSTED  
 CX0274* NAVD 88     -      1232.447  (meters)    4043.45   (feet)  ADJUSTED  
 CX0274  ___________________________________________________________________
 CX0274  LAPLACE CORR-           4.27  (seconds)                    DEFLEC99
 CX0274  GEOID HEIGHT-         -23.11  (meters)                     GEOID03
 CX0274  DYNAMIC HT  -        1230.637 (meters)    4037.51  (feet)  COMP
 CX0274  MODELED GRAV-     979,127.8   (mgal)                       NAVD 88
 CX0274
 CX0274  HORZ ORDER  -  FIRST
 CX0274  VERT ORDER  -  FIRST     CLASS II
 CX0274
 CX0274.The horizontal coordinates were established by classical geodetic methods
 CX0274.and adjusted by the National Geodetic Survey in December 1993..
 CX0274
 CX0274.The orthometric height was determined by differential leveling
 CX0274.and adjusted by the National Geodetic Survey in June 1991..
 CX0274
 CX0274.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX0274
 CX0274.The geoid height was determined by GEOID03.
 CX0274
 CX0274.The dynamic height is computed by dividing the NAVD 88
 CX0274.geopotential number by the normal gravity value computed on the
 CX0274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0274.degrees latitude (g = 980.6199 gals.).
 CX0274
 CX0274.The modeled gravity was interpolated from observed gravity values.
 CX0274
 CX0274;                    North         East     Units Scale Factor Converg.
 CX0274;SPC NM C     -   168,900.986   510,068.897   MT  0.99990125   +0 03 27.5
 CX0274;SPC NM C     -   554,135.98  1,673,451.04   sFT  0.99990125   +0 03 27.5
 CX0274;UTM  13      - 3,599,022.726   392,669.232   MT  0.99974205   -0 36 52.2
 CX0274
 CX0274!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX0274!SPC NM C     -   0.99981016  x   0.99990125  =   0.99971143
 CX0274!UTM  13      -   0.99981016  x   0.99974205  =   0.99955226
 CX0274
 CX0274:                Primary Azimuth Mark                     Grid Az
 CX0274:SPC NM C     -  JAR AZ MK                                004 28 30.5
 CX0274:UTM  13      -  JAR AZ MK                                005 08 50.2
 CX0274
 CX0274|---------------------------------------------------------------------|
 CX0274| PID    Reference Object                     Distance      Geod. Az  |
 CX0274|                                                           dddmmss.s |
 CX0274| CX0279 JAR AZ MK                                          0043158.0 |
 CX0274| CX1379 JAR RM 1                                           14209     |
 CX0274| CX0273 JAR RM 3                             14.490 METERS 20132     |
 CX0274| CX1398 JAR RM 2                                           23521     |
 CX0274| CX0272 JAR RM 4                             16.321 METERS 30403     |
 CX0274|---------------------------------------------------------------------|
 CX0274
 CX0274                          SUPERSEDED SURVEY CONTROL
 CX0274
 CX0274  NAD 83(1986)-  32 31 24.05729(N)    106 08 34.14860(W) AD(       ) 1
 CX0274  NAD 27      -  32 31 23.72281(N)    106 08 32.19254(W) AD(       ) 1
 CX0274  NGVD 29 (??/??/92) 1231.873  (m)         4041.57   (f) ADJ UNCH    1 2
 CX0274
 CX0274.Superseded values are not recommended for survey control.
 CX0274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0274.See file dsdata.txt to determine how the superseded data were derived.
 CX0274
 CX0274_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR9266999023(NAD 83)
 CX0274_MARKER: DS = TRIANGULATION STATION DISK
 CX0274_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CX0274_SP_SET: MONUMENT
 CX0274_STAMPING: JAR 1964
 CX0274_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX0274
 CX0274  HISTORY     - Date     Condition        Report By
 CX0274  HISTORY     - 1964     MONUMENTED       CGS
 CX0274  HISTORY     - 1965     GOOD             NGS
 CX0274  HISTORY     - 1966     GOOD             CGS
 CX0274  HISTORY     - 1968     GOOD             CGS
 CX0274
 CX0274                          STATION DESCRIPTION
 CX0274
 CX0274'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (WRH)
 CX0274'THE STATION IS LOCATED ABOUT 32 MILES SOUTH-SOUTHWEST OF ALAMOGORDO,
 CX0274'ABOUT 20 EAST OF WHITE SANDS MISSILE RANGE HEADQUARTERS, ABOUT 7
 CX0274'MILES NORTHWEST OF OROGRANDE AND ABOUT 5 MILES WEST OF U.S. HIGHWAY
 CX0274'54.
 CX0274'
 CX0274'STATION MARK IS A STANDARD DISK SET IN CONCRETE, 105 FEET SOUTHWEST
 CX0274'OF THE BASE OF A RADAR BUILDING, 7 FEET SOUTHWEST OF THE WEST EDGE
 CX0274'OF A ROAD AND 3 FEET SOUTHWEST OF A WITNESS POST.  IT IS STAMPED
 CX0274'JAR 1964 AND PROJECTS 1 INCH.
 CX0274'
 CX0274'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN CONCRETE, 62.5 FEET
 CX0274'WEST-NORTHWEST OF AN ANENOMETER POLE, 52 FEET SOUTHEAST OF THE
 CX0274'STATION WITNESS POST AND 102 FEET SOUTH OF THE SOUTH EDGE OF THE
 CX0274'BASE OF THE RADAR BUILDING.  IT IS STAMPED JAR NO 1 1964 AND
 CX0274'PROJECTS 4 INCHES.
 CX0274'
 CX0274'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN CONCRETE, 92 FEET
 CX0274'SOUTHWEST OF THE STATION WITNESS POST AND 1.5 FEET EAST OF A 2 FOOT
 CX0274'BY 2 FOOT CONCRETE FOOTING.  IT IS STAMPED JAR NO 2 1964 AND
 CX0274'PROJECTS 4 INCHES.
 CX0274'
 CX0274'THE AZIMUTH MARK IS A STANDARD DISK SET IN CONCRETE, 56 FEET EAST
 CX0274'OF THE CENTER OF A ROAD, 4 FEET SOUTHEAST OF A POWERLINE POLE AND
 CX0274'3 FEET EAST OF A WITNESS POST.  IT IS STAMPED JAR 1964 AND PROJECTS
 CX0274'4 INCHES.
 CX0274'
 CX0274'TO REACH THE STATION FROM WHITE SANDS MISSILE RANGE HEADQUARTERS GO
 CX0274'EAST ON MIKE AVE. FOR 5.5 MILES TO A FORK, TAKE RIGHT FORK AND
 CX0274'CONTINUE EAST-SOUTHEAST AND EAST FOR 14.2 MILES TO A ROAD LEFT,
 CX0274'NORTH, (NOTE--THIS IS 0.1 MILE BEFORE REACHING A MILITARY POLICE
 CX0274'CHECKPOINT), TURN LEFT AT AMRAD FACILITY SIGN AND GO NORTH ON THE
 CX0274'GRAVELED ROAD FOR 7.6 MILES TO A CROSSROAD AND GUARD SHACK, PASS
 CX0274'GUARD SHACK AND CONTINUE NORTH FOR 0.9 MILE TO AMRAD FACILITY
 CX0274'AND THE STATION ON THE LEFT AS DESCRIBED.
 CX0274'
 CX0274'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTH FOR 1.0 MILE TO
 CX0274'THE MARK AS DESCRIBED.
 CX0274'
 CX0274'HEIGHT OF LIGHT ABOVE STATION MARK 4.5 METERS.
 CX0274
 CX0274                          STATION RECOVERY (1965)
 CX0274
 CX0274'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 CX0274'10.3 MI NW FROM OROGRANDE.
 CX0274'0.4 MILE WEST FROM THE SOUTHERN PACIFIC RAILROAD STATION IN OROGRANDE
 CX0274'TO U.S. HIGHWAY 54, THENCE 0.5 MILE SOUTHEAST ALONG U.S. HIGHWAY 54 TO
 CX0274'WSMR ROUTE NO. 2, THENCE 4.35 MILES NORTHWEST ALONG WSMR ROUTE NO. 2
 CX0274'TO THE EAST GUARD GATE TO WSMR, PASS THROUGH GUARD GATE AND CONTINUE
 CX0274'WEST 0.15 MILE TO WSMR ROUTE NO. 252, THENCE 8.15 MILES NORTH ALONG
 CX0274'WSMR ROUTE NO. 252 TO AMRAD RADAR SITE ON THE LEFT, 500 FEET WEST OF
 CX0274'THE CENTERLINE OF WSMR ROUTE NO. 252, 115 FEET SOUTHWEST OF THE GATE
 CX0274'ENTRANCE TO THE RADAR, 58 FEET EAST OF THE NORTHEAST CORNER OF A
 CX0274'CONCRETE PAD, 2.3 FEET SOUTHWEST OF A METAL WITNESS SIGN, SET IN THE
 CX0274'TOP OF A 12 INCH SQUARE CONCRETE MONUMENT WHICH IS FLUSH WITH THE
 CX0274'SURFACE OF THE GROUND.
 CX0274
 CX0274                          STATION RECOVERY (1966)
 CX0274
 CX0274'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JCC)
 CX0274'STATION MARK AND AZIMUTH MARK WERE RECOVERED AS DESCRIBED AND FOUND
 CX0274'IN GOOD CONDITION.  REFERENCE MARK NO. 2 WAS DESTROYED.  REFERENCE
 CX0274'MARK NO. 1 COULD NOT BE FOUND AND IS PRESUMED TO BE DESTROYED.  NEW
 CX0274'REFERENCE 3 AND 4 WERE SET.
 CX0274'
 CX0274'R.M. NO. 3, A STANDARD DISK STAMPED JAR NO. 3 1964 1966, IS SET IN
 CX0274'THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT IS SET FLUSH
 CX0274'WITH THE SURFACE OF THE GROUND.  IT IS 131 FEET SOUTHWEST OF AMRAD
 CX0274'RADAR AND 78 FEET NORTH OF A 100 FOOT HIGH FENCE.
 CX0274'
 CX0274'R.M. NO 4, A STANDARD DISK STAMPED JAR NO 4 1964 1966, IS SET IN
 CX0274'THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT IS SET FLUSH WITH
 CX0274'THE SURFACE OF THE GROUND.  IT IS 136 FEET WEST-SOUTHWEST OF AMRAD
 CX0274'RADAR AND 37 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF AN ASPHALT
 CX0274'PAD.
 CX0274'
 CX0274'DISTANCE BETWEEN R.M. NO. 3 AND R.M. NO. 4 IS--78.93 FT. 24.058 M.
 CX0274
 CX0274                          STATION RECOVERY (1968)
 CX0274
 CX0274'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JCC)
 CX0274'STATION IS LOCATED ABOUT 8 MILES NORTH OF OROGRANDE RANGE CAMP, ABOUT
 CX0274'6 MILES WEST NORTHWEST OF THE NEAREST POINT OF U. S. HIGHWAY 54 AND
 CX0274'ABOUT 150 FEET WEST OF A PAVED ROAD.  IT IS SET INSIDE A 110 FOOT
 CX0274'HIGH CIRCULAR RADIATION FENCE AT THE SITE KNOWN AS AMRAD RADAR.
 CX0274'
 CX0274'TO REACH THE STATION FROM WHITE SANDS MISSILE RANGE HEADQUARTERS
 CX0274'GO EAST ON WSMR ROUTE NO 2 FOR 18.3 MILES TO A PAVED ROAD LEFT.
 CX0274'TURN LEFT AND GO NORTH ON PAVED ROAD 8.3 MILES TO AMRAD RADAR AND
 CX0274'THE STATION ON THE LEFT.
 CX0274'
 CX0274'STATION MARK, A STANDARD DISK STAMPED JAR 1964, IS SET IN THE TOP OF
 CX0274'A 12 INCH SQUARE CONCRETE MONUMENT AND IS FLUSH WITH THE GROUND.  IT
 CX0274'IS 58 FEET EAST OF THE NORTHEAST CORNER OF A CONCRETE PAD, 49 FEET
 CX0274'NORTH NORTHWEST OF A CONCRETE BASE FOR GUY WIRES OF THE RADIATION
 CX0274'FENCE AND 11.9 FEET NORTHEAST OF A METAL WITNESS SIGN.
 CX0274'
 CX0274'RM 3, A STANDARD DISK STAMPED JAR NO 3 1964 1966, IS SET IN THE TOP
 CX0274'OF A 9 INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.
 CX0274'IT IS 17.5 FEET EAST OF A CONCRETE BASE FOR A GUY WIRE FOR THE
 CX0274'RADIATION FENCE, 15.7 FEET WEST OF A CONCRETE BASE FOR A GUY
 CX0274'WIRE FOR THE RADIATION FENCE, AND IS ABOUT THE SAME ELEVATION AS
 CX0274'THE STATION.
 CX0274'
 CX0274'RM 4, A STANDARD DISK STAMPED JAR NO 4 1964 1966, IS SET IN THE TOP
 CX0274'OF A 9 INCH SQUARE CONCRETE MONUMENT AND IS SET FLUSH WITH THE
 CX0274'GROUND.  IT IS 25.8 FEET SOUTHWEST OF THE WEST CORNER OF A ASPHALT
 CX0274'PAD, 17.3 FEET EAST OF THE NORTHWEST CORNER OF A CONCRETE PAD,
 CX0274'15.5 FEET NORTHEAST OF THE NORTHEAST CORNER OF A CONCRETE PAD, AND
 CX0274'IS ABOUT THE SAME ELEVATION AS THE STATION.
 CX0274'
 CX0274'AZIMUTH MARK, A STANDARD DISK STAMPED JAR 1964, IS SET IN THE TOP OF
 CX0274'A 12 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 4 INCHES ABOVE THE
 CX0274'GROUND.  IT IS 56 FEET EAST OF THE CENTERLINE OF A ROAD, 50 FEET
 CX0274'NORTHEAST OF USE TRIANGULATION STATION KEY, 5 FEET WEST OF
 CX0274'POWERLINE POLE NO 31 AND 3 FEET EAST OF A WITNESS POST.
 CX0274'
 CX0274'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTH ON A GRAVELED
 CX0274'ROAD 0.9 MILE TO THE MARK IN THE RIGHT.
 CX0274'
 CX0274'RM NO. 1 AND RM NO. 2 WERE DESTROYED BY CONSTRUCTION OF FENCE.
 CX0274'
 CX0274'HEIGHT OF LIGHT ABOVE STATION MARK 4.6 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0279 ***********************************************************************
 CX0279  DESIGNATION -  JAR AZ MK
 CX0279  PID         -  CX0279
 CX0279  STATE/COUNTY-  NM/OTERO
 CX0279  USGS QUAD   -  TRES HERMANOS SW (1982)
 CX0279
 CX0279                         *CURRENT SURVEY CONTROL
 CX0279  ___________________________________________________________________
 CX0279* NAD 83(1986)-  32 32 22.     (N)    106 08 28.     (W)     SCALED    
 CX0279* NAVD 88     -      1232.412  (meters)    4043.34   (feet)  ADJUSTED  
 CX0279  ___________________________________________________________________
 CX0279  GEOID HEIGHT-         -23.11  (meters)                     GEOID03
 CX0279  DYNAMIC HT  -        1230.603 (meters)    4037.40  (feet)  COMP
 CX0279  MODELED GRAV-     979,128.3   (mgal)                       NAVD 88
 CX0279
 CX0279  VERT ORDER  -  FIRST     CLASS II
 CX0279
 CX0279.The horizontal coordinates were scaled from a topographic map and have
 CX0279.an estimated accuracy of +/- 6 seconds.
 CX0279
 CX0279.The orthometric height was determined by differential leveling
 CX0279.and adjusted by the National Geodetic Survey in June 1991..
 CX0279
 CX0279.The geoid height was determined by GEOID03.
 CX0279
 CX0279.The dynamic height is computed by dividing the NAVD 88
 CX0279.geopotential number by the normal gravity value computed on the
 CX0279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0279.degrees latitude (g = 980.6199 gals.).
 CX0279
 CX0279.The modeled gravity was interpolated from observed gravity values.
 CX0279
 CX0279;                    North         East    Units  Estimated Accuracy
 CX0279;SPC NM C     -   170,690.      510,230.      MT  (+/- 180 meters Scaled)
 CX0279
 CX0279                          SUPERSEDED SURVEY CONTROL
 CX0279
 CX0279  NGVD 29 (??/??/92) 1231.838  (m)         4041.46   (f) ADJ UNCH    1 2
 CX0279
 CX0279.Superseded values are not recommended for survey control.
 CX0279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0279.See file dsdata.txt to determine how the superseded data were derived.
 CX0279
 CX0279_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS928008(NAD 83)
 CX0279_MARKER: DZ = AZIMUTH MARK DISK
 CX0279_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CX0279_SP_SET: MONUMENT
 CX0279_STAMPING: JAR 1964
 CX0279_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX0279
 CX0279  HISTORY     - Date     Condition        Report By
 CX0279  HISTORY     - 1964     MONUMENTED       CGS
 CX0279  HISTORY     - 1965     GOOD             NGS
 CX0279
 CX0279                          STATION DESCRIPTION
 CX0279
 CX0279'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 CX0279'11.4 MI N FROM OROGRANDE.
 CX0279'0.4 MILE WEST FROM THE SOUTHERN PACIFIC RAILROAD STATION IN OROGRANDE
 CX0279'TO U.S. HIGHWAY 54, THENCE 0.5 MILE SOUTHEAST ALONG U.S. HIGHWAY 54 TO
 CX0279'WSMR ROUTE NO. 2, THENCE 4.35 MILES NORTHWEST ALONG WSMR ROUTE NO. 2
 CX0279'TO THE EAST GUARD GATE TO WSMR, PASS THROUGH GUARD GATE AND CONTINUE
 CX0279'WEST 0.15 MILE TO WSMR NO. 252, THENCE NORTH 9.2 MILES ALONG WSMR
 CX0279'ROUTE NO. 252, 56 FEET EAST OF THE CENTERLINE OF WSMR ROUTE NO. 252,
 CX0279'50 FEET NORTHEAST OF KEY 1958, 5 FEET WEST OF POWERLINE POLE NO. 31, 3
 CX0279'FEET EAST OF A METAL WITNESS SIGN, SET IN THE TOP OF A 12 INCH SQUARE
 CX0279'CONCRETE MONUMENT WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0273 ***********************************************************************
 CX0273  DESIGNATION -  JAR RM 3
 CX0273  PID         -  CX0273
 CX0273  STATE/COUNTY-  NM/OTERO
 CX0273  USGS QUAD   -  TRES HERMANOS SW (1982)
 CX0273
 CX0273                         *CURRENT SURVEY CONTROL
 CX0273  ___________________________________________________________________
 CX0273* NAD 83(1986)-  32 31 23.     (N)    106 08 34.     (W)     SCALED    
 CX0273* NAVD 88     -      1232.270  (meters)    4042.87   (feet)  ADJUSTED  
 CX0273  ___________________________________________________________________
 CX0273  GEOID HEIGHT-         -23.11  (meters)                     GEOID03
 CX0273  DYNAMIC HT  -        1230.461 (meters)    4036.94  (feet)  COMP
 CX0273  MODELED GRAV-     979,127.8   (mgal)                       NAVD 88
 CX0273
 CX0273  VERT ORDER  -  FIRST     CLASS II
 CX0273
 CX0273.The horizontal coordinates were scaled from a topographic map and have
 CX0273.an estimated accuracy of +/- 6 seconds.
 CX0273
 CX0273.The orthometric height was determined by differential leveling
 CX0273.and adjusted by the National Geodetic Survey in June 1991..
 CX0273
 CX0273.The geoid height was determined by GEOID03.
 CX0273
 CX0273.The dynamic height is computed by dividing the NAVD 88
 CX0273.geopotential number by the normal gravity value computed on the
 CX0273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0273.degrees latitude (g = 980.6199 gals.).
 CX0273
 CX0273.The modeled gravity was interpolated from observed gravity values.
 CX0273
 CX0273;                    North         East    Units  Estimated Accuracy
 CX0273;SPC NM C     -   168,870.      510,070.      MT  (+/- 180 meters Scaled)
 CX0273
 CX0273                          SUPERSEDED SURVEY CONTROL
 CX0273
 CX0273  NGVD 29 (??/??/92) 1231.696  (m)         4040.99   (f) ADJ UNCH    1 2
 CX0273
 CX0273.Superseded values are not recommended for survey control.
 CX0273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0273.See file dsdata.txt to determine how the superseded data were derived.
 CX0273
 CX0273_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR926989(NAD 83)
 CX0273_MARKER: DR = REFERENCE MARK DISK
 CX0273_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CX0273_SP_SET: MONUMENT
 CX0273_STAMPING: JAR NO 3 1966
 CX0273_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX0273
 CX0273  HISTORY     - Date     Condition        Report By
 CX0273  HISTORY     - 1966     MONUMENTED       CGS
 CX0273
 CX0273                          STATION DESCRIPTION
 CX0273
 CX0273'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 CX0273'10.3 MI NW FROM OROGRANDE.
 CX0273'0.4 MILE WEST FROM THE SOUTHERN PACIFIC RAILROAD STATION IN OROGRANDE
 CX0273'TO U.S. HIGHWAY 54, THENCE 0.5 MILE SOUTHEAST ALONG U.S. HIGHWAY 54 TO
 CX0273'WSMR ROUTE NO. 2, THENCE 4.35 MILES NORTHWEST ALONG WSMR ROUTE NO. 2
 CX0273'TO THE EAST GUARD GATE TO WSMR, PASS THROUGH GUARD GATE AND CONTINUE
 CX0273'WEST 0.15 MILE TO WSMR ROUTE NO. 252, THENCE 8.15 MILES NORTH ALONG
 CX0273'WSMR ROUTE NO. 252, 50 FEET SOUTH OF STATION JAR, 17 FEET WEST OF A
 CX0273'CONCRETE ANCHOR SUPPORT, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE
 CX0273'MONUMENT AND IS SET FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0272 ***********************************************************************
 CX0272  DESIGNATION -  JAR RM 4
 CX0272  PID         -  CX0272
 CX0272  STATE/COUNTY-  NM/OTERO
 CX0272  USGS QUAD   -  TRES HERMANOS SW (1982)
 CX0272
 CX0272                         *CURRENT SURVEY CONTROL
 CX0272  ___________________________________________________________________
 CX0272* NAD 83(1986)-  32 31 23.     (N)    106 08 34.     (W)     SCALED    
 CX0272* NAVD 88     -      1232.358  (meters)    4043.16   (feet)  ADJUSTED  
 CX0272  ___________________________________________________________________
 CX0272  GEOID HEIGHT-         -23.11  (meters)                     GEOID03
 CX0272  DYNAMIC HT  -        1230.548 (meters)    4037.22  (feet)  COMP
 CX0272  MODELED GRAV-     979,127.8   (mgal)                       NAVD 88
 CX0272
 CX0272  VERT ORDER  -  FIRST     CLASS II
 CX0272
 CX0272.The horizontal coordinates were scaled from a topographic map and have
 CX0272.an estimated accuracy of +/- 6 seconds.
 CX0272
 CX0272.The orthometric height was determined by differential leveling
 CX0272.and adjusted by the National Geodetic Survey in June 1991..
 CX0272
 CX0272.The geoid height was determined by GEOID03.
 CX0272
 CX0272.The dynamic height is computed by dividing the NAVD 88
 CX0272.geopotential number by the normal gravity value computed on the
 CX0272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0272.degrees latitude (g = 980.6199 gals.).
 CX0272
 CX0272.The modeled gravity was interpolated from observed gravity values.
 CX0272
 CX0272;                    North         East    Units  Estimated Accuracy
 CX0272;SPC NM C     -   168,870.      510,070.      MT  (+/- 180 meters Scaled)
 CX0272
 CX0272                          SUPERSEDED SURVEY CONTROL
 CX0272
 CX0272  NGVD 29 (??/??/92) 1231.784  (m)         4041.28   (f) ADJ UNCH    1 2
 CX0272
 CX0272.Superseded values are not recommended for survey control.
 CX0272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0272.See file dsdata.txt to determine how the superseded data were derived.
 CX0272
 CX0272_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR926989(NAD 83)
 CX0272_MARKER: DR = REFERENCE MARK DISK
 CX0272_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CX0272_SP_SET: MONUMENT
 CX0272_STAMPING: JAR NO 4 1966
 CX0272_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX0272
 CX0272  HISTORY     - Date     Condition        Report By
 CX0272  HISTORY     - 1966     MONUMENTED       CGS
 CX0272
 CX0272                          STATION DESCRIPTION
 CX0272
 CX0272'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 CX0272'10.3 MI NW FROM OROGRANDE.
 CX0272'0.4 MILE WEST FROM THE SOUTHERN PACIFIC RAILROAD STATION IN OROGRANDE
 CX0272'TO U.S. HIGHWAY 54, THENCE 0.5 MILE SOUTHEAST ALONG U.S. HIGHWAY 54 TO
 CX0272'WSMR ROUTE NO. 2, THENCE 4.35 MILES NORTHWEST ALONG WSMR ROUTE NO. 2
 CX0272'TO THE EAST GUARD GATE TO WSMR, PASS THROUGH GUARD GATE AND CONTINUE
 CX0272'WEST 0.15 MILE TO WSMR ROUTE NO. 252, THENCE 8.15 MILES ALONG WSMR
 CX0272'ROUTE NO. 252, 52 FEET WEST-NORTHWEST OF STATION JAR, 15 FEET NORTH OF
 CX0272'THE NORTHEAST CORNER OF A 8 FOOT SQUARE CONCRETE PAD, SET IN THE TOP
 CX0272'OF A 12 INCH SQUARE CONCRETE MONUMENT SET FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1530 ***********************************************************************
 CX1530  DESIGNATION -  JARILLA
 CX1530  PID         -  CX1530
 CX1530  STATE/COUNTY-  NM/OTERO
 CX1530  USGS QUAD   -  OROGRANDE NORTH (1994)
 CX1530
 CX1530                         *CURRENT SURVEY CONTROL
 CX1530  ___________________________________________________________________
 CX1530* NAD 83(1992)-  32 23 59.90577(N)    106 06 46.55883(W)     ADJUSTED  
 CX1530* NAVD 88     -      1478.7    (meters)    4851.     (feet)  VERTCON   
 CX1530  ___________________________________________________________________
 CX1530  LAPLACE CORR-           4.36  (seconds)                    DEFLEC99
 CX1530  GEOID HEIGHT-         -23.05  (meters)                     GEOID03
 CX1530
 CX1530  HORZ ORDER  -  FIRST
 CX1530
 CX1530.The horizontal coordinates were established by classical geodetic methods
 CX1530.and adjusted by the National Geodetic Survey in December 1993..
 CX1530
 CX1530.The NAVD 88 height was computed by applying the VERTCON shift value to
 CX1530.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CX1530
 CX1530.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1530
 CX1530.The geoid height was determined by GEOID03.
 CX1530
 CX1530;                    North         East     Units Scale Factor Converg.
 CX1530;SPC NM C     -   155,224.076   512,894.066   MT  0.99990205   +0 04 24.4
 CX1530;SPC NM C     -   509,264.32  1,682,719.95   sFT  0.99990205   +0 04 24.4
 CX1530;UTM  13      - 3,585,315.906   395,333.610   MT  0.99973509   -0 35 47.0
 CX1530
 CX1530!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1530!SPC NM C     -   0.99977150  x   0.99990205  =   0.99967357
 CX1530!UTM  13      -   0.99977150  x   0.99973509  =   0.99950665
 CX1530
 CX1530:                Primary Azimuth Mark                     Grid Az
 CX1530:SPC NM C     -  WINDMILL 10 MI NE OF OROGRANDE           043 20 17.1
 CX1530:UTM  13      -  WINDMILL 10 MI NE OF OROGRANDE           044 00 28.5
 CX1530
 CX1530|---------------------------------------------------------------------|
 CX1530| PID    Reference Object                     Distance      Geod. Az  |
 CX1530|                                                           dddmmss.s |
 CX1530| CW0927 WINDMILL 10 MI NE OF OROGRANDE      APPROX.17.3 KM 0432441.5 |
 CX1530| CC6739 JARILLA RM                            7.140 METERS 08942     |
 CX1530| CX1529 JARILLA ASTRONOMICAL STA              2.540 METERS 09523     |
 CX1530| CX1535 MCGREGOR RANCH WINDMILL             APPROX. 9.7 KM 1074102.9 |
 CX1530| CX1526 OROGRANDE SMELTER                   APPROX. 2.7 KM 1240624.6 |
 CX1530| CC6738 JARILLA AZ MK                                      1282108.6 |
 CX1530| CX1536 OROGRANDE S PACIFIC RR SPIPE        APPROX. 4.2 KM 1362255.3 |
 CX1530| CC6740 JARILLA RM 1                          7.418 METERS 26427     |
 CX1530| CX1659 CONICAL PEAK                        APPROX.42.6 KM 2755625.5 |
 CX1530| CX1527 JARILLA FOREST                      APPROX. 4.0 KM 3525833.1 |
 CX1530|---------------------------------------------------------------------|
 CX1530
 CX1530                          SUPERSEDED SURVEY CONTROL
 CX1530
 CX1530  NAD 83(1986)-  32 23 59.91245(N)    106 06 46.55796(W) AD(       ) 1
 CX1530  NAD 27      -  32 23 59.56670(N)    106 06 44.60570(W) AD(       ) 1
 CX1530  NGVD 29 (07/19/86) 1478.1    (m)         4849.     (f) VERT ANG       
 CX1530
 CX1530.Superseded values are not recommended for survey control.
 CX1530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1530.See file dsdata.txt to determine how the superseded data were derived.
 CX1530
 CX1530_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR9533485316(NAD 83)
 CX1530_MARKER: DS = TRIANGULATION STATION DISK
 CX1530_SETTING: 66 = SET IN ROCK OUTCROP
 CX1530
 CX1530  HISTORY     - Date     Condition        Report By
 CX1530  HISTORY     - 1909     MONUMENTED       CGS
 CX1530  HISTORY     - 1936     GOOD             CGS
 CX1530  HISTORY     - 1943     GOOD             CGS
 CX1530  HISTORY     - 1952     MARK NOT FOUND   CGS
 CX1530  HISTORY     - 1954     SEE DESCRIPTION  AMS
 CX1530
 CX1530                          STATION DESCRIPTION
 CX1530
 CX1530'DESCRIBED BY COAST AND GEODETIC SURVEY 1936
 CX1530'THE STATION IS ON THE EXTREME SOUTHERN PEAK OF THE JARILLA
 CX1530'MOUNTAINS, BUT NOT ON THE HIGHEST PEAK OF THE RANGE, ABOUT
 CX1530'2-1/2 MILES AIRLINE N. 26 DEG W. FROM THE RAILROAD STATION
 CX1530'AT OROGRANDE.  FROM OROGRANDE TAKE THE ROAD LEADING THROUGH
 CX1530'THE TOWN TO THE JARILLA MOUNTAINS.  THE POSITION OF THE STATION
 CX1530'IS WELL KNOWN TO THE RESIDENTS OF OROGRANDE AND CAN BE POINTED
 CX1530'OUT FROM THE TOWN.
 CX1530'
 CX1530'THE STATION IS MARKED WITH A STANDARD DISK STATION MARK SET
 CX1530'IN BEDROCK.
 CX1530'
 CX1530'THE REFERENCE MARK, THE CENTER OF AN IRON PIPE EMBEDDED IN
 CX1530'CEMENT, IS 7.14 METERS (23.4 FEET) FROM THE STATION N 89 DEG 18 MIN E.
 CX1530'
 CX1530'A CONICAL PILE OF ROCKS WITH A STONE AT THE TOP BEARING THE
 CX1530'INSCRIPTION I.P. JARILLA U.S.M.M. IS 9.72 METERS (31.9 FEET)
 CX1530'FROM THE STATION.  JARILLA LATITUDE
 CX1530'AND LONGITUDE STATION IS 2.5 METERS (8 FEET) DUE EAST AND 0.38
 CX1530'METER (1.2 FEET) DUE SOUTH OF THE STATION.
 CX1530'
 CX1530'IN 1936 A NEW REFERENCE MARK, R.M. NO. 1, A STANDARD DISK
 CX1530'REFERENCE MARK SET IN BEDROCK, WAS
 CX1530'ESTABLISHED 7.418 METERS (24.34 FEET) FROM THE STATION.
 CX1530'
 CX1530'AN AZIMUTH MARK, A STANDARD DISK MARK SET IN CONCRETE,
 CX1530'WAS ESTABLISHED ABOUT 3/4 MILE FROM THE STATION.
 CX1530'THE AZIMUTH MARK IS 100 FEET
 CX1530'NORTHWEST OF A Y-INTERSECTION OF A TRACK ROAD, 66 FEET WEST
 CX1530'OF THE CENTER LINE OF ONE AND 33 FEET NORTH OF THE CENTER LINE
 CX1530'OF ANOTHER TRACK ROAD.
 CX1530'
 CX1530'THE BEARING FROM THE STATION TO THE CENTER OF A WOODEN WATER
 CX1530'TANK ON THE SOUTHERN PACIFIC CO. RAILROAD AT OROGRANDE, 3 MILES
 CX1530'DISTANT.
 CX1530
 CX1530                          STATION RECOVERY (1943)
 CX1530
 CX1530'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (EHB)
 CX1530'ALL MARKS RECOVERED AND FOUND TO BE IN GOOD CONDITION EXCEPT
 CX1530'THE IRON PIPE EMBEDDED IN CEMENT, WHICH WAS FOUND DISLODGED
 CX1530'FROM ITS ORIGINAL POSITION AND MOVED SOME DISTANCE DOWN THE
 CX1530'SIDE OF THE HILL.  A NEW DESCRIPTION FOLLOWS--THE STATION IS ON
 CX1530'THE EXTREME SOUTHERN PEAK OF THE JARILLA MOUNTAINS, BUT NOT
 CX1530'ON THE HIGHEST PEAK OF THE RANGE, ABOUT 2.50 MILES AIRLINE
 CX1530'N. 26 DEG W. FROM THE RAILROAD STATION AT OROGRANDE.  THE
 CX1530'POSITION OF THE STATION IS WELL KNOWN TO THE RESIDENTS OF
 CX1530'OROGRANDE AND CAN BE POINTED OUT FROM THE TOWN.
 CX1530'
 CX1530'TO REACH FROM THE POST OFFICE AT OROGRANDE, GO NORTH ON U.S.
 CX1530'HIGHWAY 54 FOR 0.6 MILE.  THENCE LEFT AND FOLLOW MAIN TRAVELED
 CX1530'DIRT ROAD 0.95 MILE TO A TRACK ROAD LEADING LEFT WHERE THE
 CX1530'MAIN ROAD CONTINUES STRAIGHT AHEAD.  THE AZIMUTH MARK IS IN
 CX1530'FORKS OF THE ROAD AT THIS POINT.  TAKE RIGHT FORK AND FOLLOW
 CX1530'MAIN ROAD NORTHWEST 0.3 MILE.  THENCE LEFT AT FORKS FOR
 CX1530'0.35 MILE UP A WASH, AT THIS POINT TURN SHARP LEFT OUT OF WASH
 CX1530'AND GO 0.10 MILE TO END OF TRUCK TRAVEL AT OLD MINE DUMP.
 CX1530'PACK SOUTHWEST FOR ABOUT 1/2 HOUR TO TOP OF HILL AND STATION.
 CX1530'
 CX1530'STATION IS A STANDARD DISK SET IN A DRILL HOLE IN BOULDER
 CX1530'PROJECTING 1 FOOT ABOVE THE GROUND, STAMPED JARILLA 1909.
 CX1530'
 CX1530'REFERENCE MARK 1 IS A STANDARD DISK SET IN A DRILL HOLE IN
 CX1530'A BOULDER PROJECTING 4 INCHES ABOVE THE GROUND AND LOCATED
 CX1530'24.341 FEET WEST OF THE STATION, STAMPED JARILLA 1936.
 CX1530'
 CX1530'A STANDARD ASTRONOMICAL-STATION MARK SET IN TOP OF A 14.5- BY
 CX1530'26-INCH CONCRETE BLOCK PROJECTING 2.50 FEET ABOVE THE GROUND
 CX1530'WAS USED FOR REFERENCE MARK 2.  NO STAMPING WAS VISIBLE ON THE
 CX1530'DISK.
 CX1530'
 CX1530'AZIMUTH MARK IS ABOUT 0.8 MILE SOUTHEAST OF THE STATION AT ROAD
 CX1530'INTERSECTION, 38 FEET WEST OF ROAD LEADING TO OLD MINE, 36
 CX1530'FEET NORTH OF ROAD LEADING WEST, 50 FEET NORTHWEST OF INTERSECTION,
 CX1530'SET IN A 4-INCH PIPE FILLED WITH CONCRETE PROJECTING 6 INCHES
 CX1530'ABOVE THE GROUND, STAMPED JARILLA 1936 1909.
 CX1530'
 CX1530'A CONICAL PILE OF ROCKS IS 31.9 FEET EAST OF THE STATION,
 CX1530'A STONE ON TOP OF PILE BEARS THE INSCRIPTION I.P. JARILLA U.S.M.M.
 CX1530
 CX1530                          STATION RECOVERY (1952)
 CX1530
 CX1530'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (RLE)
 CX1530'THE BOULDER WHERE STATION JARILLA 1909 ORIGINALLY SET WAS
 CX1530'RECOVERED BUT THE DISK WAS MISSING.  IT WAS IMPOSSIBLE TO
 CX1530'SET A NEW DISK IN THE ORIGINAL HOLE AS THE BOULDER WAS CRACKED.
 CX1530'A NEW STATION, JARILLA 2 WAS ESTABLISHED AND THE DISTANCE
 CX1530'AND DIRECTION TO THE HOLE IN THE BOULDER WHERE JARILLA 1909
 CX1530'ORIGINALLY SET WAS OBSERVED.
 CX1530
 CX1530                          STATION RECOVERY (1954)
 CX1530
 CX1530'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1954
 CX1530'THE STATION IS NO LONGER SET IN ITS ORIGINAL SPOT BUT JARILLA 2
 CX1530'1952 USC AND GS IS SET WITHIN 2 FEET OF OLD MARK.
 CX1530'
 CX1530'THE AZIMUTH MARK ALSO DESTROYED- DISK HAD BEEN KNOCKED OUT
 CX1530'OF POST.  THE POST AND DISC WERE FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1528 ***********************************************************************
 CX1528  DESIGNATION -  JARILLA 2
 CX1528  PID         -  CX1528
 CX1528  STATE/COUNTY-  NM/OTERO
 CX1528  USGS QUAD   -  OROGRANDE NORTH (1994)
 CX1528
 CX1528                         *CURRENT SURVEY CONTROL
 CX1528  ___________________________________________________________________
 CX1528* NAD 83(1992)-  32 23 59.91638(N)    106 06 46.71163(W)     ADJUSTED  
 CX1528* NAVD 88     -      1478.4    (meters)    4850.     (feet)  VERTCON   
 CX1528  ___________________________________________________________________
 CX1528  LAPLACE CORR-           4.36  (seconds)                    DEFLEC99
 CX1528  GEOID HEIGHT-         -23.05  (meters)                     GEOID03
 CX1528
 CX1528  HORZ ORDER  -  FIRST
 CX1528
 CX1528.The horizontal coordinates were established by classical geodetic methods
 CX1528.and adjusted by the National Geodetic Survey in December 1993..
 CX1528
 CX1528.The NAVD 88 height was computed by applying the VERTCON shift value to
 CX1528.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CX1528
 CX1528.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1528
 CX1528.The geoid height was determined by GEOID03.
 CX1528
 CX1528;                    North         East     Units Scale Factor Converg.
 CX1528;SPC NM C     -   155,224.398   512,890.073   MT  0.99990205   +0 04 24.3
 CX1528;SPC NM C     -   509,265.38  1,682,706.85   sFT  0.99990205   +0 04 24.3
 CX1528;UTM  13      - 3,585,316.274   395,329.621   MT  0.99973510   -0 35 47.1
 CX1528
 CX1528!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1528!SPC NM C     -   0.99977155  x   0.99990205  =   0.99967362
 CX1528!UTM  13      -   0.99977155  x   0.99973510  =   0.99950671
 CX1528
 CX1528|---------------------------------------------------------------------|
 CX1528| PID    Reference Object                     Distance      Geod. Az  |
 CX1528|                                                           dddmmss.s |
 CX1528| CX1530 JARILLA                               4.007 METERS 09441     |
 CX1528| CX1529 JARILLA ASTRONOMICAL STA              6.547 METERS 09457     |
 CX1528| CX1536 OROGRANDE S PACIFIC RR SPIPE        APPROX. 4.2 KM 1362043.5 |
 CX1528| CC6741 JARILLA 2 RM 3                        3.557 METERS 25218     |
 CX1528| CX1541 ELEPHANT MT                         APPROX. 3.1 KM 2555533.6 |
 CX1528|---------------------------------------------------------------------|
 CX1528
 CX1528                          SUPERSEDED SURVEY CONTROL
 CX1528
 CX1528  NAD 83(1986)-  32 23 59.92345(N)    106 06 46.71024(W) AD(       ) 1
 CX1528  NAD 27      -  32 23 59.57730(N)    106 06 44.75790(W) AD(       ) 1
 CX1528  NGVD 29 (07/19/86) 1477.8    (m)         4848.     (f) VERT ANG       
 CX1528
 CX1528.Superseded values are not recommended for survey control.
 CX1528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1528.See file dsdata.txt to determine how the superseded data were derived.
 CX1528
 CX1528_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR9533085316(NAD 83)
 CX1528_MARKER: DD = SURVEY DISK
 CX1528_SETTING: 66 = SET IN ROCK OUTCROP
 CX1528
 CX1528  HISTORY     - Date     Condition        Report By
 CX1528  HISTORY     - 1952     MONUMENTED       CGS
 CX1528  HISTORY     - 1954     GOOD             AMS
 CX1528
 CX1528                          STATION DESCRIPTION
 CX1528
 CX1528'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RLE)
 CX1528'THE STATION IS LOCATED ON THE HIGHEST POINT OF A LOW PEAK AT
 CX1528'THE EXTREME SOUTH END OF THE JARILLA MOUNTAINS AND ABOUT 2.5
 CX1528'MILES WEST OF THE SMALL VILLAGE OF OROGRANDE.  IT IS SET
 CX1528'IN THE CENTER OF AN OUTCROPPING BOULDER WHICH IS FLUSH AND
 CX1528'ABOUT 3 FEET IN DIAMETER.  IT IS STAMPED JARILLA 2 1952.
 CX1528'
 CX1528'JARILLA 1909 WAS OBSERVED FOR DISTANCE AND DIRECTION.  THE
 CX1528'DISK WAS MISSING BUT THE HOLE IN THE BOULDER WHERE IT ORIGINALLY
 CX1528'SET WAS FOUND.  IT WAS IMPOSSIBLE TO SET A NEW DISK IN THE
 CX1528'ORIGINAL HOLE AS THE BOULDER WAS CRACKED.
 CX1528'
 CX1528'AN ASTRONOMICAL STATION TO THE EAST OF JARILLA 2 WAS USED AS
 CX1528'REFERENCE MARK 2.  IT IS SET IN THE CENTER OF A LARGE CONCRETE
 CX1528'BLOCK WHICH IS ABOUT 36 INCHES HIGH, 30 INCHES LONG AND 14 INCHES
 CX1528'WIDE.  THE MARK IS A STANDARD TRIANGULATION DISK AND IS
 CX1528'STAMPED ASTRONOMICAL STATION.
 CX1528'
 CX1528'REFERENCE MARK 3 IS SET IN THE CENTER OF AN OUTCROPPING BOULDER
 CX1528'WHICH IS ABOUT 4 FEET IN DIAMETER AND FLUSH WITH THE GROUND.
 CX1528'IT IS STAMPED JARILLA 2 NO 3 1952.
 CX1528'
 CX1528'THE DISTANCE BETWEEN REFERENCE MARKS IS 32.6 FEET.
 CX1528'
 CX1528'STATION ELEPHANT MT WAS USED FOR THE AZIMUTH MARK.  IT IS LOCATED
 CX1528'ABOUT 5 MILES WEST OF OROGRANDE NEAR THE SOUTH END OF THE SUMMIT
 CX1528'OF ELEPHANT MOUNTAIN AND IS STAMPED ELEPHANT MT 1952.
 CX1528'
 CX1528'TO REACH THE STATION FROM THE POST OFFICE IN OROGRANDE, GO SOUTH
 CX1528'ON U.S. HIGHWAY 54 FOR 0.9 MILE TO A T ROAD RIGHT, TURN RIGHT
 CX1528'AND GO WEST ON A HARD SURFACED ROAD FOR 4.0 MILES TO A SIDE ROAD
 CX1528'RIGHT AT THE EAST END OF A ROW OF ARMY BARRACKS, (CONTINUE WEST
 CX1528'FOR 0.4 MILE TO A FORK, TAKE CENTER ONE OF THREE FORKS AND GO
 CX1528'SOUTH FOR 1.2 MILES TO A TRACK ROAD LEFT, TURN LEFT AND GO
 CX1528'SOUTHEAST FOR 0.1 MILE TO A DIM FORK, TAKE LEFT FORK AND GO
 CX1528'NORTHEAST FOR 0.2 MILE TO A FORK, TAKE RIGHT FORK AND GO
 CX1528'EASTERLY FOR 0.15 MILE TO THE END OF TRUCK TRAVEL, FROM THIS
 CX1528'POINT PACK EAST AND NORTHEAST UP THE STEEP ROCKY HILL TO THE
 CX1528'SOUTH END OF THE SUMMIT AND THE AZIMUTH MARK AS DESCRIBED.)
 CX1528'TURN RIGHT AND GO NORTH FOR 0.1 MILE TO A DIM ROAD ON THE
 CX1528'RIGHT CROSSING A DITCH.  TURN RIGHT ACROSS DITCH AND GO
 CX1528'EASTERLY FOR 0.9 MILE TO A FORK, TAKE LEFT FORK AND GO EASTERLY
 CX1528'FOR 0.65 MILE TO AN OLD DUMP, TURN LEFT AT DUMP AND GO
 CX1528'NORTHERLY FOR 0.1 MILE TO A FORK, TAKE RIGHT FORK AND GO
 CX1528'EASTERLY FOR 0.45 MILE TO A DIM ROAD TO THE RIGHT.  TURN
 CX1528'RIGHT ON DIM ROAD, GO SOUTHERLY FOR 0.2 MILE (PASSING AN OLD
 CX1528'MINE ON THE RIGHT) TO THE BASE OF THE MOUNTAIN AND THE END
 CX1528'OF TRUCK TRAVEL.  FROM THIS POINT PACK SOUTHERLY UP THE
 CX1528'STEEP ROCKY SLOPE TO THE HIGHEST POINT OF THE MOUNTAIN AND
 CX1528'THE STATION AS DESCRIBED.  THIS IS ABOUT A 15 MINUTE PACK.
 CX1528
 CX1528                          STATION RECOVERY (1954)
 CX1528
 CX1528'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1954
 CX1528'STATION RECOVERED IN GOOD CONDITION.  IT IS 21.1 FEET WNW
 CX1528'OF ASTRONOMICAL STATION.  50 FEET WNW OF EXTREME E EDGE OF
 CX1528'BREAK IN SLOPE.  AND 7 FEET NNW OF HIGHEST POINT ON HILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1529 ***********************************************************************
 CX1529  DESIGNATION -  JARILLA ASTRONOMICAL STA
 CX1529  PID         -  CX1529
 CX1529  STATE/COUNTY-  NM/OTERO
 CX1529  USGS QUAD   -  OROGRANDE NORTH (1994)
 CX1529
 CX1529                         *CURRENT SURVEY CONTROL
 CX1529  ___________________________________________________________________
 CX1529* NAD 83(1992)-  32 23 59.89804(N)    106 06 46.46205(W)     ADJUSTED  
 CX1529* NAVD 88     -      1479.     (meters)    4852.     (feet)  VERTCON   
 CX1529  ___________________________________________________________________
 CX1529  LAPLACE CORR-           4.36  (seconds)                    DEFLEC99
 CX1529  GEOID HEIGHT-         -23.05  (meters)                     GEOID03
 CX1529
 CX1529  HORZ ORDER  -  SECOND
 CX1529
 CX1529.The horizontal coordinates were established by classical geodetic methods
 CX1529.and adjusted by the National Geodetic Survey in December 1993..
 CX1529
 CX1529.The NAVD 88 height was computed by applying the VERTCON shift value to
 CX1529.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CX1529
 CX1529.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1529
 CX1529.The geoid height was determined by GEOID03.
 CX1529
 CX1529;                    North         East     Units Scale Factor Converg.
 CX1529;SPC NM C     -   155,223.841   512,896.595   MT  0.99990205   +0 04 24.5
 CX1529;SPC NM C     -   509,263.55  1,682,728.25   sFT  0.99990205   +0 04 24.5
 CX1529;UTM  13      - 3,585,315.642   395,336.136   MT  0.99973508   -0 35 47.0
 CX1529
 CX1529!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1529!SPC NM C     -   0.99977152  x   0.99990205  =   0.99967359
 CX1529!UTM  13      -   0.99977152  x   0.99973508  =   0.99950666
 CX1529
 CX1529                          SUPERSEDED SURVEY CONTROL
 CX1529
 CX1529  NAD 83(1986)-  32 23 59.90561(N)    106 06 46.46087(W) AD(       ) 2
 CX1529  NAD 27      -  32 23 59.55900(N)    106 06 44.50830(W) AD(       ) 2
 CX1529  NGVD 29 (07/19/86) 1478.     (m)         4849.     (f) VERT ANG       
 CX1529
 CX1529.Superseded values are not recommended for survey control.
 CX1529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1529.See file dsdata.txt to determine how the superseded data were derived.
 CX1529
 CX1529_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR9533685316(NAD 83)
 CX1529_MARKER: DS = TRIANGULATION STATION DISK
 CX1529_SETTING: 0 = UNSPECIFIED SETTING
 CX1529_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX1529
 CX1529  HISTORY     - Date     Condition        Report By
 CX1529  HISTORY     - 1911     MONUMENTED       CGS
 CX1529  HISTORY     - 1936     GOOD             CGS
 CX1529
 CX1529                          STATION DESCRIPTION
 CX1529
 CX1529'DESCRIBED BY COAST AND GEODETIC SURVEY 1936
 CX1529'THE STATION IS MARKED WITH A STANDARD STATION DISK, ON WHICH IS
 CX1529'STAMPED THE WORDS ASTRONOMICAL STATION, SET IN THE TOP OF A
 CX1529'CONCRETE PIER, 14 BY 26 INCHES AND 35 INCHES HIGH ABOVE THE SOLID
 CX1529'ROCK ON WHICH IT STANDS.  SEE DESCRIPTION OF STATION JARILLA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1527 ***********************************************************************
 CX1527  DESIGNATION -  JARILLA FOREST
 CX1527  PID         -  CX1527
 CX1527  STATE/COUNTY-  NM/OTERO
 CX1527  USGS QUAD   -  OROGRANDE NORTH (1994)
 CX1527
 CX1527                         *CURRENT SURVEY CONTROL
 CX1527  ___________________________________________________________________
 CX1527* NAD 83(1992)-  32 26 08.42267(N)    106 07 05.23102(W)     ADJUSTED  
 CX1527* NAVD 88     -      1618.3    (meters)    5309.     (feet)  VERTCON   
 CX1527  ___________________________________________________________________
 CX1527  LAPLACE CORR-           4.67  (seconds)                    DEFLEC99
 CX1527  GEOID HEIGHT-         -23.05  (meters)                     GEOID03
 CX1527
 CX1527  HORZ ORDER  -  FIRST
 CX1527
 CX1527.The horizontal coordinates were established by classical geodetic methods
 CX1527.and adjusted by the National Geodetic Survey in December 1993..
 CX1527
 CX1527.The NAVD 88 height was computed by applying the VERTCON shift value to
 CX1527.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CX1527
 CX1527.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1527
 CX1527.The geoid height was determined by GEOID03.
 CX1527
 CX1527;                    North         East     Units Scale Factor Converg.
 CX1527;SPC NM C     -   159,181.897   512,401.260   MT  0.99990190   +0 04 14.6
 CX1527;SPC NM C     -   522,249.27  1,681,103.13   sFT  0.99990190   +0 04 14.6
 CX1527;UTM  13      - 3,589,278.561   394,887.204   MT  0.99973624   -0 35 59.1
 CX1527
 CX1527!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1527!SPC NM C     -   0.99974959  x   0.99990190  =   0.99965152
 CX1527!UTM  13      -   0.99974959  x   0.99973624  =   0.99948590
 CX1527
 CX1527|---------------------------------------------------------------------|
 CX1527| PID    Reference Object                     Distance      Geod. Az  |
 CX1527|                                                           dddmmss.s |
 CX1527| CC6742 JARILLA FOREST RM 1                   3.366 METERS 04438     |
 CX1527| CX1535 MCGREGOR RANCH WINDMILL             APPROX.11.9 KM 1252121.8 |
 CX1527| CC6743 JARILLA FOREST RM 2                   4.764 METERS 15333     |
 CX1527| CX1536 OROGRANDE S PACIFIC RR SPIPE        APPROX. 7.7 KM 1541519.5 |
 CX1527| CX1528 JARILLA 2                           APPROX. 4.0 KM 1730146.0 |
 CX1527| CX1659 CONICAL PEAK                        APPROX.41.8 KM 2703627.5 |
 CX1527|---------------------------------------------------------------------|
 CX1527
 CX1527                          SUPERSEDED SURVEY CONTROL
 CX1527
 CX1527  NAD 83(1986)-  32 26 08.42984(N)    106 07 05.23005(W) AD(       ) 1
 CX1527  NAD 27      -  32 26 08.08420(N)    106 07 03.27470(W) AD(       ) 1
 CX1527  NGVD 29 (07/19/86) 1617.7    (m)         5307.     (f) VERT ANG       
 CX1527
 CX1527.Superseded values are not recommended for survey control.
 CX1527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1527.See file dsdata.txt to determine how the superseded data were derived.
 CX1527
 CX1527_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR9488789279(NAD 83)
 CX1527_MARKER: DB = BENCH MARK DISK
 CX1527_SETTING: 66 = SET IN ROCK OUTCROP
 CX1527
 CX1527  HISTORY     - Date     Condition        Report By
 CX1527  HISTORY     - 1943     MONUMENTED       USGS
 CX1527  HISTORY     - 1952     GOOD             CGS
 CX1527  HISTORY     - 1955     GOOD             AMS
 CX1527
 CX1527                          STATION DESCRIPTION
 CX1527
 CX1527'DESCRIBED BY US GEOLOGICAL SURVEY 1943 (EHB)
 CX1527'STATION IS 4.5 MILES AIRLINE NORTHWEST OF OROGRANDE ON THE
 CX1527'HIGHEST PEAK OF THE JARILLA MOUNTAINS.
 CX1527'
 CX1527'STATION IS ON HIGHEST POINT OF THE JARILLA MOUNTAINS.  A U.S.
 CX1527'GEOLOGICAL SURVEY BENCH MARK SET IN ROCK OUTCROP FLUSH WITH THE
 CX1527'GROUND.  UNSTAMPED.
 CX1527'
 CX1527'REFERENCE MARK 1 IS NORTHEAST OF THE STATION.  A BRONZE REFERENCE
 CX1527'DISK SET IN ROCK OUTCROP FLUSH WITH THE GROUND, STAMPED JARILLA
 CX1527'FOREST USGS NO 1 1943.
 CX1527'
 CX1527'REFERENCE MARK 2 IS SOUTH SOUTHEAST OF THE STATION.  A BRONZE
 CX1527'REFERENCE DISK SET IN ROCK OUTCROP FLUSH WITH THE GROUND,
 CX1527'STAMPED JARILLA FOREST USGS NO 2 1943.
 CX1527'
 CX1527'STATION JARILLA 1909 SERVES AS AN AZIMUTH MARK.
 CX1527'
 CX1527'TO REACH THE POST OFFICE IN OROGRANDE, GO N ON U.S. HIGHWAY
 CX1527'54 FOR 0.6 MILE TO A GRADED DIRT ROAD ON LEFT, TURN LEFT ON
 CX1527'DIRT ROAD AND GO W 1.0 MILE TO A TRACK ROAD LEADING RIGHT,
 CX1527'AT A POINT WHERE MAIN ROAD CURVES TO LEFT.  TAKE RIGHT FORK AND
 CX1527'GO NW 0.3 MILE TO A FORK, THENCE LEFT FORK 0.35 MILE TO A
 CX1527'DESERTED HOUSE.  HERE TURN SHARP RIGHT FOR ABOUT 100 FEET, THEN
 CX1527'SHARP LEFT ON BLADED ROAD AND GO N FOR 1.1 MILE TO FORKS.  TAKE
 CX1527'MIDDLE FORK STRAIGHT AHEAD FOR 0.2 MILE TO FORKS, THENCE
 CX1527'RIGHT FORK STRAIGHT AHEAD FOR 0.35 MILE TO CROSSROADS, CROSS
 CX1527'ROAD AND FOLLOW TRACK ROAD NW 0.8 MILE TO AN OLD MINE DUMP.
 CX1527'FROM HERE PACK N UP SLOPE TO SADDLE, THENCE LEFT ALONG
 CX1527'RIDGE FOR ABOUT 0.25 MILE TO JUNCTION OF MAIN RIDGE, THENCE
 CX1527'RIGHT, N, ALONG MAIN RIDGE TO HIGHEST POINT AND STATION.
 CX1527'
 CX1527'HEIGHT OF LIGHT ABOVE STATION MARK-1 METER.
 CX1527
 CX1527                          STATION RECOVERY (1952)
 CX1527
 CX1527'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (RLE)
 CX1527'THE STATION, REFERENCE MARK NUMBER 1 AND REFERENCE MARK NUMBER
 CX1527'2 WERE RECOVERED AND ARE IN GOOD CONDITION.  JARILLA 1909
 CX1527'(AZIMUTH MARK) WAS DESTROYED AND JARILLA 2 WAS ESTABLISHED
 CX1527'AND NOW SERVES AS THE AZIMUTH MARK FOR THIS STATION.
 CX1527'
 CX1527'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 CX1527'
 CX1527'THE STATION IS LOCATED ABOUT 6 MILES AIRLINE NORTHWEST OF
 CX1527'OROGRANDE, ON THE HIGHEST PEAK OF THE JARILLA MOUNTAINS.  IT
 CX1527'IS ON THE HIGHEST POINT OF THE MOUNTAIN, 11 FEET NORTH NORTHEAST
 CX1527'OF A 7 FOOT STEEL PIPE AND 10.5 FEET NORTHEAST OF A WOODEN
 CX1527'CROSS TARGET.  A U.S. GEOLOGICAL SURVEY BENCH MARK WAS USED FOR
 CX1527'THE STATION.  IT IS A STANDARD U.S. GEOLOGICAL SURVEY BENCH
 CX1527'MARK DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK.
 CX1527'THERE IS NO STAMPING ON THE MARK.
 CX1527'
 CX1527'REFERENCE MARK NO. 1 IS NEAR THE EAST EDGE OF THE PEAK AND
 CX1527'ABOUT THE SAME ELEVATION AS THE STATION.  IT IS STAMPED JARILLA
 CX1527'FOREST USGS NO 1 1943.
 CX1527'
 CX1527'REFERENCE MARK NO. 2 IS NEAR THE SOUTHEAST EDGE OF THE PEAK
 CX1527'AND IS ABOUT 1 FOOT LOWER THAN THE STATION.  IT IS STAMPED
 CX1527'JARILLA FOREST USGS NO 2 1943.
 CX1527'
 CX1527'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK
 CX1527'NO. 2 IS 21.8 FEET.
 CX1527'
 CX1527'JARILLA 2 (AZIMUTH MARK) IS LOCATED ON THE HIGHEST POINT OF
 CX1527'A LOW PEAK AT THE EXTREME SOUTH END OF THE JARILLA MOUNTAINS
 CX1527'AND ABOUT 3.5 MILES WEST OF THE SMALL VILLAGE OF OROGRANDE.
 CX1527'IT IS SET IN THE CENTER OF AN OUTCROPPING BOULDER WHICH IS
 CX1527'3 FEET IN DIAMETER AND IS FLUSH.  IT IS STAMPED JARILLA 2 1952.
 CX1527'
 CX1527'TO REACH THE STATION FROM THE POST OFFICE IN OROGRANDE, GO
 CX1527'NORTH ON U.S. HIGHWAY 54 FOR 0.25 MILE TO A T ROAD LEFT.
 CX1527'TURN LEFT AND GO WESTERLY FOR 0.8 MILE TO A FORK, TAKE THE RIGHT
 CX1527'FORK AND GO NORTHWEST FOR 0.3 MILE TO A FORK.  TAKE THE RIGHT
 CX1527'FORK AND CONTINUE NORTHWEST FOR 0.65 MILE TO A FORK, TAKE THE
 CX1527'RIGHT FORK AND CONTINUE WESTERLY FOR 0.35 MILE TO A FORK.  TAKE
 CX1527'THE LEFT FORK AND GO NORTHERLY FOR 0.7 MILE TO A FORK, TAKE THE
 CX1527'RIGHT FORK AND GO 0.2 MILE TO A FORK.  TAKE THE RIGHT FORK AND
 CX1527'CONTINUE NORTHERLY FOR 0.05 MILE TO A FORK, TAKE THE RIGHT
 CX1527'FORK AND CONTINUE NORTHERLY FOR 0.55 MILE TO A FORK.  TAKE
 CX1527'THE LEFT FORK AND GO NORTHERLY FOR 0.25 MILE TO A FORK, TAKE
 CX1527'THE LEFT FORK AND GO NORTHWESTERLY FOR 0.05 MILE TO A FORK,
 CX1527'TAKE THE RIGHT FORK AND CONTINUE NORTHWESTERLY FOR 0.2 MILE
 CX1527'TO A DIM TRACK ROAD LEFT.  TURN LEFT AND GO WESTERLY ON THE
 CX1527'TRACK ROAD FOR 0.5 MILE TO A DRY CREEK AND THE END OF TRUCK
 CX1527'TRAVEL.  FROM THIS POINT PACK WESTERLY TO THE HIGHEST POINT
 CX1527'OF THE MOUNTAIN AND THE STATION AS DESCRIBED.  ABOUT A 45
 CX1527'MINUTE PACK.
 CX1527'
 CX1527'TO REACH JARILLA 2 (AZIMUTH MARK) FROM THE POST OFFICE IN
 CX1527'OROGRANDE, GO SOUTH ON U.S. HIGHWAY 54 FOR 0.9 MILE TO A BLACK
 CX1527'TOP ROAD TO THE RIGHT.  TURN RIGHT AND GO NORTHWEST ON THE BLACK
 CX1527'TOP ROAD FOR 4.0 MILES TO A SIDE ROAD RIGHT AT THE EAST END
 CX1527'OF A ROW OF BARRACKS, TURN RIGHT AND GO 0.1 MILE TO A DIM ROAD
 CX1527'RIGHT.  TURN RIGHT ACROSS A DITCH AND GO 0.9 MILE TO A FORK,
 CX1527'TAKE THE LEFT FORK AND GO 0.65 MILE TO AN OLD DUMP.  TURN LEFT
 CX1527'AT THE DUMP AND GO 0.1 MILE TO A FORK, TAKE THE RIGHT FORK AND
 CX1527'GO 0.45 MILE TO A DIM ROAD RIGHT, TURN RIGHT AND FOLLOW THE
 CX1527'DIM ROAD FOR 0.2 MILE (PASS TO THE EAST OF AN OLD MINE) TO
 CX1527'THE FOOT OF THE MOUNTAIN AND THE END OF TRUCK TRAVEL.  PACK
 CX1527'SOUTH UP THE MOUNTAIN TO THE HIGHEST POINT AND THE STATION
 CX1527'(AZIMUTH MARK) AS DESCRIBED.  ABOUT A 20 MINUTE PACK.
 CX1527
 CX1527                          STATION RECOVERY (1955)
 CX1527
 CX1527'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1955
 CX1527'STATION RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0722 ***********************************************************************
 GM0722  DESIGNATION -  JAROSA
 GM0722  PID         -  GM0722
 GM0722  STATE/COUNTY-  NM/MORA
 GM0722  USGS QUAD   -  LA CHATA CRATER (1966)
 GM0722
 GM0722                         *CURRENT SURVEY CONTROL
 GM0722  ___________________________________________________________________
 GM0722* NAD 83(1992)-  36 00 37.88193(N)    104 45 07.80094(W)     ADJUSTED  
 GM0722* NAVD 88     -      2117.4    (meters)    6947.     (feet)  VERTCON   
 GM0722  ___________________________________________________________________
 GM0722  LAPLACE CORR-          -4.58  (seconds)                    DEFLEC99
 GM0722  GEOID HEIGHT-         -18.99  (meters)                     GEOID03
 GM0722
 GM0722  HORZ ORDER  -  FIRST
 GM0722
 GM0722.The horizontal coordinates were established by classical geodetic methods
 GM0722.and adjusted by the National Geodetic Survey in December 1993..
 GM0722
 GM0722.The NAVD 88 height was computed by applying the VERTCON shift value to
 GM0722.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GM0722
 GM0722.The Laplace correction was computed from DEFLEC99 derived deflections.
 GM0722
 GM0722.The geoid height was determined by GEOID03.
 GM0722
 GM0722;                    North         East     Units Scale Factor Converg.
 GM0722;SPC NM E     -   555,766.554   127,244.764   MT  0.99992665   -0 14 46.5
 GM0722;SPC NM E     - 1,823,377.44    417,468.86   sFT  0.99992665   -0 14 46.5
 GM0722;UTM  13      - 3,985,143.981   522,333.659   MT  0.99960615   +0 08 44.6
 GM0722
 GM0722!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GM0722!SPC NM E     -   0.99967076  x   0.99992665  =   0.99959743
 GM0722!UTM  13      -   0.99967076  x   0.99960615  =   0.99927704
 GM0722
 GM0722:                Primary Azimuth Mark                     Grid Az
 GM0722:SPC NM E     -  JAROSA AZ MK                             046 18 48.1
 GM0722:UTM  13      -  JAROSA AZ MK                             045 55 17.0
 GM0722
 GM0722|---------------------------------------------------------------------|
 GM0722| PID    Reference Object                     Distance      Geod. Az  |
 GM0722|                                                           dddmmss.s |
 GM0722| CM8844 JAROSA AZ MK                                       0460401.6 |
 GM0722| CM8845 JAROSA RM 1                           4.548 METERS 11807     |
 GM0722| CM8846 JAROSA RM 2                           7.702 METERS 17702     |
 GM0722| FN0519 DENVER ALBUQUERQUE AWY BN 37        APPROX.15.9 KM 2642610.5 |
 GM0722| GM0723 LEVY SW BASE                        APPROX. 7.2 KM 3423256.7 |
 GM0722|---------------------------------------------------------------------|
 GM0722
 GM0722                          SUPERSEDED SURVEY CONTROL
 GM0722
 GM0722  NAD 83(1986)-  36 00 37.88894(N)    104 45 07.80076(W) AD(       ) 1
 GM0722  NAD 27      -  36 00 37.75730(N)    104 45 05.82620(W) AD(       ) 1
 GM0722  NGVD 29 (07/19/86) 2116.5    (m)         6944.     (f) VERT ANG       
 GM0722
 GM0722.Superseded values are not recommended for survey control.
 GM0722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0722.See file dsdata.txt to determine how the superseded data were derived.
 GM0722
 GM0722_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEV2233485144(NAD 83)
 GM0722_MARKER: DS = TRIANGULATION STATION DISK
 GM0722_SETTING: 80 = SET IN A BOULDER
 GM0722_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 GM0722
 GM0722  HISTORY     - Date     Condition        Report By
 GM0722  HISTORY     - 1949     MONUMENTED       CGS
 GM0722  HISTORY     - 1966     GOOD             CGS
 GM0722  HISTORY     - 1974     GOOD             NGS
 GM0722
 GM0722                          STATION DESCRIPTION
 GM0722
 GM0722'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (DHK)
 GM0722'THE STATION IS LOCATED ABOUT 2 MILES AIRLINE WEST OF WAGON
 GM0722'MOUND ON THE TOP OF A ROUND, FLAT-TOPPED HILL.  THE STATION
 GM0722'MARK PROJECTS 4 INCHES, IS SET ON THE HIGHEST POINT OF THE
 GM0722'HILL, 8 FEET SOUTH OF THE NORTH EDGE.  IT IS STAMPED, JAROSA
 GM0722'1949.
 GM0722'
 GM0722'REFERENCE MARK NO. 1 PROJECTS 14 INCHES, IS ABOUT 1 FOOT HIGHER
 GM0722'THAN THE STATION MARK AND IS STAMPED, JAROSA NO 1 1949.
 GM0722'
 GM0722'REFERENCE MARK NO. 2 PROJECTS 18 INCHES, IS ABOUT 2 FEET LOWER
 GM0722'THAN THE STATION MARK AND IS STAMPED, JAROSA NO 2 1949.
 GM0722'
 GM0722'THE AZIMUTH MARK IS SET FLUSH, 7 PACES NORTHEAST OF STATE
 GM0722'HIGHWAY 120 AT A CATTLE GUARD, 3 FEET EAST OF A WHITE WITNESS
 GM0722'POST AND 1 FOOT EAST OF A STEEL FENCE POST.  IT IS STAMPED,
 GM0722'JAROSA 1949
 GM0722'
 GM0722'TO REACH THE STATION FROM WAGON MOUND, GO NORTHWESTERLY
 GM0722'ON STATE HIGHWAY 120 FOR 2.0 MILES TO A CATTLE GUARD AND
 GM0722'AZIMUTH MARK ON RIGHT.  CONTINUE ON HIGHWAY 0.1 MILE TO A
 GM0722'ROAD LEFT.  TURN LEFT, GO 1.1 MILES WESTERLY.  THEN LEAVE
 GM0722'ROAD AND GO SOUTH 0.5 MILE TO BASE OF HILL AND END OF TRUCK
 GM0722'TRAVEL.  WALK UP STEEP SLOPE TO HIGHEST POINT OF HILL AND
 GM0722'STATION.  A 30 MINUTE PACK.
 GM0722
 GM0722                          STATION RECOVERY (1966)
 GM0722
 GM0722'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (RWM)
 GM0722'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 GM0722
 GM0722                          STATION RECOVERY (1974)
 GM0722
 GM0722'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CWW)
 GM0722'STATION AND REFERENCE MARKS FOUND AS DESCRIBED.  AZIMUTH MARK
 GM0722'SEARCHED FOR AND NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0498 ***********************************************************************
 GN0498  DESIGNATION -  JAS 8
 GN0498  PID         -  GN0498
 GN0498  STATE/COUNTY-  NM/RIO ARRIBA
 GN0498  USGS QUAD   -  LAGUNA GURULE (1983)
 GN0498
 GN0498                         *CURRENT SURVEY CONTROL
 GN0498  ___________________________________________________________________
 GN0498* NAD 83(1992)-  36 22 14.66032(N)    106 59 10.84317(W)     ADJUSTED  
 GN0498* NAVD 88     -      2412.3    (meters)    7914.     (feet)  VERTCON   
 GN0498  ___________________________________________________________________
 GN0498  LAPLACE CORR-           4.66  (seconds)                    DEFLEC99
 GN0498  GEOID HEIGHT-         -19.35  (meters)                     GEOID03
 GN0498
 GN0498  HORZ ORDER  -  THIRD
 GN0498
 GN0498.The horizontal coordinates were established by classical geodetic methods
 GN0498.and adjusted by the National Geodetic Survey in December 1993..
 GN0498
 GN0498.The NAVD 88 height was computed by applying the VERTCON shift value to
 GN0498.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GN0498
 GN0498.The Laplace correction was computed from DEFLEC99 derived deflections.
 GN0498
 GN0498.The geoid height was determined by GEOID03.
 GN0498
 GN0498;                    North         East     Units Scale Factor Converg.
 GN0498;SPC NM C     -   595,898.663   433,926.593   MT  0.99995377   -0 26 12.0
 GN0498;SPC NM C     - 1,955,044.20  1,423,640.83   sFT  0.99995377   -0 26 12.0
 GN0498;UTM  13      - 4,026,902.226   321,806.414   MT  0.99999123   -1 10 41.6
 GN0498
 GN0498!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GN0498!SPC NM C     -   0.99962458  x   0.99995377  =   0.99957837
 GN0498!UTM  13      -   0.99962458  x   0.99999123  =   0.99961582
 GN0498
 GN0498:                Primary Azimuth Mark                     Grid Az
 GN0498:SPC NM C     -  CORRAL                                   060 22 48.5
 GN0498:UTM  13      -  CORRAL                                   061 07 18.1
 GN0498
 GN0498|---------------------------------------------------------------------|
 GN0498| PID    Reference Object                     Distance      Geod. Az  |
 GN0498|                                                           dddmmss.s |
 GN0498| GN0496 CORRAL                              APPROX.11.9 KM 0595636.5 |
 GN0498|---------------------------------------------------------------------|
 GN0498
 GN0498                          SUPERSEDED SURVEY CONTROL
 GN0498
 GN0498  NAD 83(1986)-  36 22 14.66065(N)    106 59 10.84937(W) AD(       ) 3
 GN0498  NAD 27      -  36 22 14.62689(N)    106 59 08.69227(W) AD(       ) 3
 GN0498  NGVD 29 (07/19/86) 2411.1    (m)         7910.     (f) VERT ANG       
 GN0498
 GN0498.Superseded values are not recommended for survey control.
 GN0498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0498.See file dsdata.txt to determine how the superseded data were derived.
 GN0498
 GN0498_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCA2180626902(NAD 83)
 GN0498
 GN0498  HISTORY     - Date     Condition        Report By
 GN0498  HISTORY     - UNK      MONUMENTED       USFS
 GN0498  HISTORY     - 1953     GOOD             USGS
 GN0498  HISTORY     - 19780815 GOOD             USGS
 GN0498
 GN0498                          STATION DESCRIPTION
 GN0498
 GN0498'DESCRIBED BY US GEOLOGICAL SURVEY 1953 (ALV)
 GN0498'RECOVERED AND REDESCRIBED AS FOLLOWS
 GN0498'
 GN0498'STATION IS ON HIGHEST POINT OF A PROMINENT PEAK, 8.0 MI. N. AND 3
 GN0498'MI. E. OF LINDRITH, RIO ARRIBA COUNTY, NEW MEXICO.
 GN0498'
 GN0498'TO REACH STATION, PROCEED FROM LINDRITH POST OFFICE 6.4 MI. N. ALONG
 GN0498'STATE HIGHWAY 95 TO A T-JUNCTION, THENCE TURN RIGHT (E.) AND GO 1.0
 GN0498'MI. ALONG RANCH RD. TO Y-JUNCTION, THENCE TURN RIGHT (SE.) AND
 GN0498'CONTINUE ON SAME RD. FOR 1.2 MI. TO A T-JUNCTION, THENCE TURN RIGHT
 GN0498'(S.) AND CONTINUE ON SAME RD. FOR 0.6 MI. TO WHERE RD. PARALLELS EDGE
 GN0498'OF FIELD, THENCE TURN LEFT (NE.) AND GO 0.3 MI. ALONG NW. EDGE OF
 GN0498'FIELD TO A FENCE LINE AND END OF JEEP TRAVEL, THENCE PROCEED E. ON
 GN0498'FOOT TO TOP OF PEAK AND THE STATION.  ABOUT A 1-1/2 HOUR PACK.
 GN0498'
 GN0498'STATION MARK--STANDARD FOREST SERVICE USDA TRIANGULATION BRONZE
 GN0498'TABLET, STAMPED ---JAS 8 1939---, SET IN A SMALL BOULDER.
 GN0498'
 GN0498'REFERENCE MARKS--NONE.
 GN0498
 GN0498                          STATION RECOVERY (1978)
 GN0498
 GN0498'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978 (JTD)
 GN0498'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0832 ***********************************************************************
 DS0832  DESIGNATION -  JAWIBI
 DS0832  PID         -  DS0832
 DS0832  STATE/COUNTY-  NM/SIERRA
 DS0832  USGS QUAD   -  CUTTER (1985)
 DS0832
 DS0832                         *CURRENT SURVEY CONTROL
 DS0832  ___________________________________________________________________
 DS0832* NAD 83(1992)-  33 01 34.53130(N)    107 00 52.67975(W)     ADJUSTED  
 DS0832* NAVD 88     -      1438.305  (meters)    4718.84   (feet)  ADJUSTED  
 DS0832  ___________________________________________________________________
 DS0832  LAPLACE CORR-           0.65  (seconds)                    DEFLEC99
 DS0832  GEOID HEIGHT-         -23.10  (meters)                     GEOID03
 DS0832  DYNAMIC HT  -        1436.194 (meters)    4711.91  (feet)  COMP
 DS0832  MODELED GRAV-     979,119.7   (mgal)                       NAVD 88
 DS0832
 DS0832  HORZ ORDER  -  FIRST
 DS0832  VERT ORDER  -  FIRST     CLASS II
 DS0832
 DS0832.The horizontal coordinates were established by classical geodetic methods
 DS0832.and adjusted by the National Geodetic Survey in December 1993..
 DS0832
 DS0832.The orthometric height was determined by differential leveling
 DS0832.and adjusted by the National Geodetic Survey in June 1991..
 DS0832
 DS0832.The Laplace correction was computed from DEFLEC99 derived deflections.
 DS0832
 DS0832.The geoid height was determined by GEOID03.
 DS0832
 DS0832.The dynamic height is computed by dividing the NAVD 88
 DS0832.geopotential number by the normal gravity value computed on the
 DS0832.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0832.degrees latitude (g = 980.6199 gals.).
 DS0832
 DS0832.The modeled gravity was interpolated from observed gravity values.
 DS0832
 DS0832;                    North         East     Units Scale Factor Converg.
 DS0832;SPC NM W     -   224,965.036   906,482.173   MT  0.99998877   +0 26 46.4
 DS0832;SPC NM W     -   738,072.79  2,974,016.93   sFT  0.99998877   +0 26 46.4
 DS0832;UTM  13      - 3,656,001.389   311,841.260   MT  1.00003654   -1 05 54.0
 DS0832
 DS0832!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS0832!SPC NM W     -   0.99977786  x   0.99998877  =   0.99976663
 DS0832!UTM  13      -   0.99977786  x   1.00003654  =   0.99981439
 DS0832
 DS0832|---------------------------------------------------------------------|
 DS0832| PID    Reference Object                     Distance      Geod. Az  |
 DS0832|                                                           dddmmss.s |
 DS0832| DS0833 JAWIBI RM 1                          18.554 METERS 16904     |
 DS0832| CD3047 JAWIBI RM 2                          15.496 METERS 25112     |
 DS0832| DS0830 JAWIBI RM 3 AZIMUTH                                3484008.4 |
 DS0832|---------------------------------------------------------------------|
 DS0832
 DS0832                          SUPERSEDED SURVEY CONTROL
 DS0832
 DS0832  NAD 83(1986)-  33 01 34.53887(N)    107 00 52.68474(W) AD(       ) 1
 DS0832  NAD 27      -  33 01 34.26679(N)    107 00 50.60881(W) AD(       ) 1
 DS0832  NGVD 29 (??/??/92) 1437.683  (m)         4716.80   (f) ADJ UNCH    1 2
 DS0832
 DS0832.Superseded values are not recommended for survey control.
 DS0832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0832.See file dsdata.txt to determine how the superseded data were derived.
 DS0832
 DS0832_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS1184156001(NAD 83)
 DS0832_MARKER: DS = TRIANGULATION STATION DISK
 DS0832_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0832_STAMPING: JAWIBI 1934
 DS0832
 DS0832  HISTORY     - Date     Condition        Report By
 DS0832  HISTORY     - 1934     MONUMENTED       CGS
 DS0832  HISTORY     - 1952     GOOD             CGS
 DS0832  HISTORY     - 1952     GOOD             NGS
 DS0832  HISTORY     - 1954     GOOD             CGS
 DS0832
 DS0832                          STATION DESCRIPTION
 DS0832
 DS0832'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (LCJ)
 DS0832'THE STATION IS ABOUT 10 MILES SOUTH OF ENGLE, ON THE RAILROAD
 DS0832'RIGHT-OF-WAY, 25.89 METERS (84.9 FEET) EAST OF THE EAST RAIL,
 DS0832'AND 2 METERS (7 FEET) WEST OF A FENCE LINE.  TO REACH FROM
 DS0832'ENGLE, GO SOUTH ON THE DIRT ROAD ON THE EAST SIDE OF THE RAILROAD
 DS0832'TRACKS 10.2 MILES, OR 2.2 MILES BEYOND CUTLER GROCERY.  THE
 DS0832'STATION AND REFERENCE MARKS ARE STANDARD DISKS SET IN CONCRETE.
 DS0832'REFERENCE MARK NO. 1 IS 18.570
 DS0832'METERS (60.93 FEET) FROM THE STATION S 10 DEG 56 MIN E,
 DS0832'NO. 2 IS 15.527 METERS (50.94 FEET) FROM THE STATION
 DS0832'S 71 DEG 12 MIN W AND NO. 3 (AZIMUTH MARK) IS ON THE
 DS0832'RAILROAD RIGHT-OF-WAY, ABOUT 18.00 METERS (59.1 FEET)
 DS0832'EAST OF EAST RAIL, 35 FEET WEST OF A FENCE LINE, AND 1.5 MILES
 DS0832'FROM THE STATION N 11 DEG 20 MIN W.
 DS0832
 DS0832                          STATION RECOVERY (1952)
 DS0832
 DS0832'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (EWR)
 DS0832'THE STATION IS 10.6 MI. S ALONG THE ATCHISON, TOPEKA AND SANTA FE
 DS0832'RAILROAD FROM THE STATION AT ENGLE, 7 POLES N OF MILEPOST 1054,
 DS0832'92.4 FT. E OF THE E RAIL, 22 FT. W OF THE CENTERLINE OF A
 DS0832'GRADED DIRT ROAD, 5.8 FT. W OF A FENCE, AND 1.4 FT. E OF A
 DS0832'WITNESS POST.  THE STATION MARK IS A STANDARD STATION DISK,
 DS0832'STAMPED JAWIBI 1934 AND SET IN THE TOP OF A CONCRETE POST
 DS0832'PROJECTING 0.2 FT. ABOVE GROUND.
 DS0832'
 DS0832'REFERENCE MARK 1 IS 60.9 FT. SE OF TRIANGULATION STATION
 DS0832'JAWIBI, 91.1 FT. E OF THE E RAIL, 23 FT. W OF THE CENTERLINE
 DS0832'OF A GRADED DIRT ROAD, AND 6.3 FT. W OF A FENCE.  IT IS A STANDARD
 DS0832'REFERENCE-MARK DISK, STAMPED JAWIBI NO 1 1934 AND SET IN THE
 DS0832'TOP OF A CONCRETE POST PROJECTING 0.2 FT. ABOVE GROUND.
 DS0832'
 DS0832'REFERENCE MARK 3 IS 1.45 MI. N OF TRIANGULATION STATION JAWIBI,
 DS0832'6-1/2 POLES S OF MILEPOST 1052, 59.6 FT. E OF THE E RAIL, 56
 DS0832'FT. W OF THE CENTERLINE OF A GRADED DIRT ROAD, 38 FT. W OF A FENCE,
 DS0832'AND 3 FT. S OF A WITNESS POST.  IT IS A STANDARD REFERENCE-MARK
 DS0832'DISK, STAMPED JAWIBI NO 3 1934 AND SET IN THE TOP OF A CONCRETE
 DS0832'POST PROJECTING 0.6 FT. ABOVE GROUND.
 DS0832
 DS0832                          STATION RECOVERY (1952)
 DS0832
 DS0832'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 DS0832'10.6 MI S FROM ENGLE.
 DS0832'10.6 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD FROM
 DS0832'THE STATION AT ENGLE, 7 POLES NORTH OF MILEPOST 1054, 92.4 FEET EAST
 DS0832'OF THE EAST RAIL, 22 FEET WEST OF THE CENTER LINE OF A GRADED DIRT
 DS0832'ROAD, 5.8 FEET WEST OF A FENCE, 1.4 FEET EAST OF A WITNESS POST, SET
 DS0832'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE
 DS0832'GROUND.
 DS0832
 DS0832                          STATION RECOVERY (1954)
 DS0832
 DS0832'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (WRH)
 DS0832'THE STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.
 DS0832'A COMPLETE DESCRIPTION FOLLOWS.
 DS0832'
 DS0832'THE STATION IS LOCATED ON RIGHT-OF-WAY PROPERTY OF THE SANTA FE
 DS0832'RAILROAD.  IT IS ABOUT 10.5 MILES AIRLINE SOUTH-SOUTHEAST OF
 DS0832'ENGLE AND 15 MILES AIRLINE EAST-SOUTHEAST OF TRUTH OR CONSEQUENCES.
 DS0832'
 DS0832'TO REACH FROM THE SANTA FE RAILROAD STATION IN ENGLE, GO SOUTH
 DS0832'ON GRADED ROAD ALONG EAST SIDE OF RAILROAD TRACKS 8.0 MILES
 DS0832'TO CUTTER RAILROAD SIDING.  CONTINUE SOUTH 0.9 MILE TO THE
 DS0832'AZIMUTH MARK ON THE RIGHT, MIDWAY BETWEEN THE ROAD AND THE
 DS0832'RAILROAD.  CONTINUE SOUTH 1.5 MILES TO THE STATION ON THE RIGHT.
 DS0832'
 DS0832'THE STATION MARK IS A STANDARD DISK STAMPED JAWIBI 1934,
 DS0832'SET IN THE TOP OF A 12-INCH-SQUARE CONCRETE MONUMENT THAT IS
 DS0832'FLUSH WITH THE GROUND.  IT IS 93 FEET EAST OF THE EAST RAIL OF THE
 DS0832'SANTA FE RAILROAD, 22.5 FEET WEST OF THE CENTER LINE OF THE
 DS0832'GRADED ROAD, AND 5.6 FEET WEST OF A WITNESS POST THAT IS SET
 DS0832'IN A FENCE LINE.
 DS0832'
 DS0832'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED JAWIBI NO 1
 DS0832'1934, SET IN THE TOP OF A 12-INCH-SQUARE CONCRETE MONUMENT THAT
 DS0832'PROJECTS 2 INCHES.  IT IS 23.5 FEET WEST OF THE CENTER LINE
 DS0832'OF THE GRADED ROAD, 6.3 FEET WEST OF A FENCE LINE, AND ABOUT
 DS0832'6 INCHES LOWER THAN THE STATION.
 DS0832'
 DS0832'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED JAWIBI NO 2
 DS0832'1934, SET IN THE TOP OF A 12-INCH-SQUARE CONCRETE MONUMENT
 DS0832'THAT IS FLUSH WITH THE GROUND.  IT IS 42 FEET EAST OF THE EAST
 DS0832'RAIL OF THE SANTA FE RAILROAD AND ABOUT 6 INCHES LOWER THAN
 DS0832'THE STATION.
 DS0832'
 DS0832'THE AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK STAMPED
 DS0832'JAWIBI NO 3 1934, SET IN THE TOP OF A 12-INCH-SQUARE CONCRETE
 DS0832'MONUMENT THAT PROJECTS 6 INCHES.  IT IS LOCATED ON RIGHT-OF-WAY
 DS0832'PROPERTY OF THE SANTA FE RAILROAD, 60 FEET EAST OF THE EAST
 DS0832'RAIL OF THE RAILROAD, 56 FEET WEST OF THE CENTER LINE OF A
 DS0832'GRADED ROAD, AND 2.5 FEET SOUTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0833 ***********************************************************************
 DS0833  DESIGNATION -  JAWIBI RM 1
 DS0833  PID         -  DS0833
 DS0833  STATE/COUNTY-  NM/SIERRA
 DS0833  USGS QUAD   -  CUTTER (1985)
 DS0833
 DS0833                         *CURRENT SURVEY CONTROL
 DS0833  ___________________________________________________________________
 DS0833* NAD 83(1986)-  33 01 33.     (N)    107 00 51.     (W)     SCALED    
 DS0833* NAVD 88     -      1438.176  (meters)    4718.42   (feet)  ADJUSTED  
 DS0833  ___________________________________________________________________
 DS0833  GEOID HEIGHT-         -23.10  (meters)                     GEOID03
 DS0833  DYNAMIC HT  -        1436.065 (meters)    4711.49  (feet)  COMP
 DS0833  MODELED GRAV-     979,119.7   (mgal)                       NAVD 88
 DS0833
 DS0833  VERT ORDER  -  FIRST     CLASS II
 DS0833
 DS0833.The horizontal coordinates were scaled from a topographic map and have
 DS0833.an estimated accuracy of +/- 6 seconds.
 DS0833
 DS0833.The orthometric height was determined by differential leveling
 DS0833.and adjusted by the National Geodetic Survey in June 1991..
 DS0833
 DS0833.The geoid height was determined by GEOID03.
 DS0833
 DS0833.The dynamic height is computed by dividing the NAVD 88
 DS0833.geopotential number by the normal gravity value computed on the
 DS0833.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0833.degrees latitude (g = 980.6199 gals.).
 DS0833
 DS0833.The modeled gravity was interpolated from observed gravity values.
 DS0833
 DS0833;                    North         East    Units  Estimated Accuracy
 DS0833;SPC NM W     -   224,920.      906,530.      MT  (+/- 180 meters Scaled)
 DS0833
 DS0833                          SUPERSEDED SURVEY CONTROL
 DS0833
 DS0833  NGVD 29 (??/??/92) 1437.554  (m)         4716.38   (f) ADJ UNCH    1 2
 DS0833
 DS0833.Superseded values are not recommended for survey control.
 DS0833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0833.See file dsdata.txt to determine how the superseded data were derived.
 DS0833
 DS0833_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS118559(NAD 83)
 DS0833_MARKER: DR = REFERENCE MARK DISK
 DS0833_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0833_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0833_STAMPING: JAWIBI NO 1 1934
 DS0833_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0833+STABILITY: SURFACE MOTION
 DS0833
 DS0833  HISTORY     - Date     Condition        Report By
 DS0833  HISTORY     - 1934     MONUMENTED       CGS
 DS0833  HISTORY     - 1952     GOOD             NGS
 DS0833
 DS0833                          STATION DESCRIPTION
 DS0833
 DS0833'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DS0833'10.6 MI S FROM ENGLE.
 DS0833'10.6 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD FROM
 DS0833'THE STATION AT ENGLE, 7 POLES NORTH OF MILEPOST 1054, 60.9 FEET
 DS0833'SOUTHEAST OF TRIANGULATION STATION JAWIBI 1934, 91.1 FEET EAST OF THE
 DS0833'EAST RAIL, 23 FEET WEST OF THE CENTER LINE OF A GRADED DIRT ROAD, 6.3
 DS0833'FEET WEST OF A FENCE, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 DS0833'0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0830 ***********************************************************************
 DS0830  DESIGNATION -  JAWIBI RM 3 AZIMUTH
 DS0830  PID         -  DS0830
 DS0830  STATE/COUNTY-  NM/SIERRA
 DS0830  USGS QUAD   -  CUTTER (1985)
 DS0830
 DS0830                         *CURRENT SURVEY CONTROL
 DS0830  ___________________________________________________________________
 DS0830* NAD 83(1986)-  33 02 55.     (N)    107 01 11.     (W)     SCALED    
 DS0830* NAVD 88     -      1437.119  (meters)    4714.95   (feet)  ADJUSTED  
 DS0830  ___________________________________________________________________
 DS0830  GEOID HEIGHT-         -23.07  (meters)                     GEOID03
 DS0830  DYNAMIC HT  -        1435.009 (meters)    4708.03  (feet)  COMP
 DS0830  MODELED GRAV-     979,119.5   (mgal)                       NAVD 88
 DS0830
 DS0830  VERT ORDER  -  FIRST     CLASS II
 DS0830
 DS0830.The horizontal coordinates were scaled from a topographic map and have
 DS0830.an estimated accuracy of +/- 6 seconds.
 DS0830
 DS0830.The orthometric height was determined by differential leveling
 DS0830.and adjusted by the National Geodetic Survey in June 1991..
 DS0830
 DS0830.The geoid height was determined by GEOID03.
 DS0830
 DS0830.The dynamic height is computed by dividing the NAVD 88
 DS0830.geopotential number by the normal gravity value computed on the
 DS0830.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0830.degrees latitude (g = 980.6199 gals.).
 DS0830
 DS0830.The modeled gravity was interpolated from observed gravity values.
 DS0830
 DS0830;                    North         East    Units  Estimated Accuracy
 DS0830;SPC NM W     -   227,440.      905,990.      MT  (+/- 180 meters Scaled)
 DS0830
 DS0830                          SUPERSEDED SURVEY CONTROL
 DS0830
 DS0830  NGVD 29 (??/??/92) 1436.491  (m)         4712.89   (f) ADJ UNCH    1 2
 DS0830
 DS0830.Superseded values are not recommended for survey control.
 DS0830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0830.See file dsdata.txt to determine how the superseded data were derived.
 DS0830
 DS0830_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS114584(NAD 83)
 DS0830_MARKER: DR = REFERENCE MARK DISK
 DS0830_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0830_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0830_STAMPING: JAWIBI NO 3 1934
 DS0830_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0830+STABILITY: SURFACE MOTION
 DS0830
 DS0830  HISTORY     - Date     Condition        Report By
 DS0830  HISTORY     - 1934     MONUMENTED       CGS
 DS0830  HISTORY     - 1952     GOOD             NGS
 DS0830
 DS0830                          STATION DESCRIPTION
 DS0830
 DS0830'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 DS0830'9.0 MI S FROM ENGLE.
 DS0830'9.0 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD FROM
 DS0830'THE STATION AT ENGLE, 6 1/2 POLES SOUTH OF MILEPOST 1052, 1.45 MILES
 DS0830'NORTH OF TRIANGULATION STATION JAWIBI 1934, 59.6 FEET EAST OF THE EAST
 DS0830'RAIL, 56 FEET WEST OF THE CENTER LINE OF A GRADED DIRT ROAD, 38 FEET
 DS0830'WEST OF A FENCE, 3 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A
 DS0830'CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0682 ***********************************************************************
 FP0682  DESIGNATION -  JBRSPPS 1
 FP0682  PID         -  FP0682
 FP0682  STATE/COUNTY-  NM/CIBOLA
 FP0682  USGS QUAD   -  POST OFFICE FLAT (1995)
 FP0682
 FP0682                         *CURRENT SURVEY CONTROL
 FP0682  ___________________________________________________________________
 FP0682* NAD 83(1992)-  35 08 00.54679(N)    108 13 50.55995(W)     ADJUSTED  
 FP0682* NAVD 88     -      2661.4    (meters)    8732.     (feet)  VERTCON   
 FP0682  ___________________________________________________________________
 FP0682  LAPLACE CORR-           3.50  (seconds)                    DEFLEC99
 FP0682  GEOID HEIGHT-         -20.10  (meters)                     GEOID03
 FP0682
 FP0682  HORZ ORDER  -  THIRD
 FP0682
 FP0682.The horizontal coordinates were established by classical geodetic methods
 FP0682.and adjusted by the National Geodetic Survey in December 1993..
 FP0682
 FP0682.The NAVD 88 height was computed by applying the VERTCON shift value to
 FP0682.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FP0682
 FP0682.The Laplace correction was computed from DEFLEC99 derived deflections.
 FP0682
 FP0682.The geoid height was determined by GEOID03.
 FP0682
 FP0682;                    North         East     Units Scale Factor Converg.
 FP0682;SPC NM W     -   458,461.737   793,786.040   MT  0.99993282   -0 13 43.3
 FP0682;SPC NM W     - 1,504,136.55  2,604,279.70   sFT  0.99993282   -0 13 43.3
 FP0682;UTM  12      - 3,891,357.042   752,324.569   MT  1.00038473   +1 35 40.3
 FP0682
 FP0682!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FP0682!SPC NM W     -   0.99958559  x   0.99993282  =   0.99951843
 FP0682!UTM  12      -   0.99958559  x   1.00038473  =   0.99997016
 FP0682
 FP0682                          SUPERSEDED SURVEY CONTROL
 FP0682
 FP0682  NAD 83(1992)-  35 08 00.54574(N)    108 13 50.56069(W) AD(       ) 3
 FP0682  NGVD 29 (03/18/92) 2660.2    (m)         8728.     (f) VERT ANG       
 FP0682
 FP0682.Superseded values are not recommended for survey control.
 FP0682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0682.See file dsdata.txt to determine how the superseded data were derived.
 FP0682
 FP0682_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYD5232591357(NAD 83)
 FP0682_MARKER: DS = TRIANGULATION STATION DISK
 FP0682_SETTING: 66 = SET IN ROCK OUTCROP
 FP0682_SP_SET: SET IN ROCK OUTCROP
 FP0682_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FP0682+STABILITY: POSITION/ELEVATION WELL
 FP0682
 FP0682  HISTORY     - Date     Condition        Report By
 FP0682  HISTORY     - 1949     MONUMENTED       USGS
 FP0682
 FP0682                          STATION DESCRIPTION
 FP0682
 FP0682'DESCRIBED BY US GEOLOGICAL SURVEY 1949
 FP0682'STATION IS LOCATED IN A SADDLE ON OSO RIDGE ABOUT 21.0 MI. (AIRLINE)
 FP0682'W. OF GRANTS, 18.0 MI. (AIRLINE) S. OF THOREAU, AND 10.0 MI. (AIRLINE)
 FP0682'NE. OF EL MORRO NAT. MON. IN SEC. 32, R 13 W, T 11 N.
 FP0682'
 FP0682'TO REACH STATION FROM GRANTS POST OFFICE, GO W. ON U.S. HIGHWAY NO. 66
 FP0682'FOR 0.75 MI. TO JUNCTION OF STATE HIGHWAY NO. 53.  TURN LEFT ON
 FP0682'HIGHWAY NO. 53 FOR 0.5 MI. TO T-RD. W.  TAKE T-RD. W. UP THROUGH ZUNI
 FP0682'CANYON FOR 10.15 MI. TO A FORK.  TAKE RIGHT FORK FOR 0.8 MI. TO A
 FP0682'FORK, TAKE LEFT FORK FOR 5.5 MI. TO A T-RD. NW.  TAKE T-RD. NW. AT
 FP0682'SIGN --SAWYER, WILLCOXSON RANCH AND MCGAFFERY-- FOR 2.1 MI. TO A FORK.
 FP0682'CONTINUE STRAIGHT AHEAD KEEPING ON MAIN RD. FOR 8.4 MI., AT THIS
 FP0682'POINT LEAVE THE MAIN RD. TO THE LEFT AND FOLLOW OLD LOGGING TRAIL
 FP0682'ACROSS OPEN MEADOW (SW.) FOR 2.55 MI. TO TOP OF SADDLE ON OSO RIDGE.
 FP0682'STATION IS 75.0 FT. E. OF TRAIL AT THIS POINT.
 FP0682'
 FP0682'STATION MARK--STANDARD TABLET CEMENTED IN ROCK OUTCROP
 FP0682'STAMPED---JBRSPPS-1 1949-8728---.
 FP0682'
 FP0682'REFERENCE MARK NO. 1--AN IRON STAKE 33.35 FT. FROM STATION MARK.
 FP0682'
 FP0682'REFERENCE MARK NO. 2--AN IRON STAKE 40.85 FT. FROM STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1492 ***********************************************************************
 GL1492  DESIGNATION -  JEFFREY
 GL1492  PID         -  GL1492
 GL1492  STATE/COUNTY-  NM/HARDING
 GL1492  USGS QUAD   -  MINNIE BUTTE (1973)
 GL1492
 GL1492                         *CURRENT SURVEY CONTROL
 GL1492  ___________________________________________________________________
 GL1492* NAD 83(1992)-  36 02 23.31203(N)    103 34 07.04953(W)     ADJUSTED  
 GL1492* NAVD 88     -      1617.5    (meters)    5307.     (feet)  VERTCON   
 GL1492  ___________________________________________________________________
 GL1492  LAPLACE CORR-          -5.25  (seconds)                    DEFLEC99
 GL1492  GEOID HEIGHT-         -21.04  (meters)                     GEOID03
 GL1492
 GL1492  HORZ ORDER  -  FIRST
 GL1492
 GL1492.The horizontal coordinates were established by classical geodetic methods
 GL1492.and adjusted by the National Geodetic Survey in December 1993..
 GL1492
 GL1492.The NAVD 88 height was computed by applying the VERTCON shift value to
 GL1492.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GL1492
 GL1492.The Laplace correction was computed from DEFLEC99 derived deflections.
 GL1492
 GL1492.The geoid height was determined by GEOID03.
 GL1492
 GL1492;                    North         East     Units Scale Factor Converg.
 GL1492;SPC NM E     -   559,205.261   233,908.636   MT  0.99996758   +0 26 59.8
 GL1492;SPC NM E     - 1,834,659.26    767,415.25   sFT  0.99996758   +0 26 59.8
 GL1492;UTM  13      - 3,989,311.607   628,945.734   MT  0.99980487   +0 50 32.1
 GL1492
 GL1492!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GL1492!SPC NM E     -   0.99974950  x   0.99996758  =   0.99971709
 GL1492!UTM  13      -   0.99974950  x   0.99980487  =   0.99955442
 GL1492
 GL1492:                Primary Azimuth Mark                     Grid Az
 GL1492:SPC NM E     -  JEFFREY AZ MK                            010 50 59.3
 GL1492:UTM  13      -  JEFFREY AZ MK                            010 27 27.0
 GL1492
 GL1492|---------------------------------------------------------------------|
 GL1492| PID    Reference Object                     Distance      Geod. Az  |
 GL1492|                                                           dddmmss.s |
 GL1492| CM8847 JEFFREY AZ MK                                      0111759.1 |
 GL1492| CM8848 JEFFREY RM 1                         20.052 METERS 10449     |
 GL1492| FM0944 R E A RADIO BOOSTER TOWER           APPROX.11.0 KM 1134438.4 |
 GL1492| CM8849 JEFFREY RM 2                         12.808 METERS 19253     |
 GL1492|---------------------------------------------------------------------|
 GL1492
 GL1492                          SUPERSEDED SURVEY CONTROL
 GL1492
 GL1492  NAD 83(1986)-  36 02 23.32087(N)    103 34 07.04686(W) AD(       ) 1
 GL1492  NAD 27      -  36 02 23.19700(N)    103 34 05.20390(W) AD(       ) 1
 GL1492  NGVD 29 (07/19/86) 1616.8    (m)         5304.     (f) VERT ANG       
 GL1492
 GL1492.Superseded values are not recommended for survey control.
 GL1492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1492.See file dsdata.txt to determine how the superseded data were derived.
 GL1492
 GL1492_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFV2894689312(NAD 83)
 GL1492_MARKER: DS = TRIANGULATION STATION DISK
 GL1492_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL1492
 GL1492  HISTORY     - Date     Condition        Report By
 GL1492  HISTORY     - 1960     MONUMENTED       CGS
 GL1492
 GL1492                          STATION DESCRIPTION
 GL1492
 GL1492'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (HWK)
 GL1492'THE STATION IS ABOUT 6-1/2 MILES EAST AND 4-1/2 MILES NORTH
 GL1492'OF BUEYEROS, AT THE SOUTHERN END OF A PROMINENT JUNIPER COVERED
 GL1492'RIDGE THAT EXTENDS NORTH AND SOUTH.  THE RIDGE BREAKS OFF
 GL1492'SHARPLY TO THE EAST.  IT IS IN SECTION 19, T. 21 N., R. 32 E.,
 GL1492'AND ON LAND OWNED BY MR. W.C. JEFFERY.
 GL1492'
 GL1492'TO REACH THE STATION FROM THE POST OFFICE IN BUEYEROS, GO
 GL1492'EAST AND NORTHEAST ON STATE HIGHWAY 102 FOR 2.5 MILES TO A ROAD
 GL1492'FORK.  TAKE RIGHT FORK ON HIGHWAY 102 FOR 4.8 MILES TO A SIDE
 GL1492'ROAD ON THE LEFT, AT SIGN JEFFERYS RANCH 1 MILE.  TURN LEFT
 GL1492'AND GO NORTH ON THE GRADED ROAD 1.3 MILES TO THE HOME OF MR.
 GL1492'JEFFERYS.  PASS TO THE LEFT OF THE HOUSE AND GO 0.1 MILE
 GL1492'TO A GATE.  PASS THROUGH THE GATE AND TAKE RIGHT FORK,
 GL1492'NORTHERLY, FOR 0.1 MILE TO A GATE.  PASS THROUGH THE GATE AND
 GL1492'CONTINUE NORTHERLY 0.45 MILE TO A GATE.  PASS THROUGH THE
 GL1492'GATE AND TAKE LEFT FORK, FOLLOW A TRACK ROAD 1.0 MILE TO
 GL1492'A ROAD FORK.  TAKE THE LEFT FORK AND GO 0.25 MILE TO A
 GL1492'WINDMILL.  CONTINUE 0.05 MILE TO A ROAD WHICH LEADS UP HILL
 GL1492'ALONG THE SIDE OF RIDGE.  (A 4-WHEEL DRIVE TRUCK IS
 GL1492'NEEDED TO REACH THE STATION FROM HERE.) CONTINUE UP HILL
 GL1492'ALONG THE SIDE OF RIDGE FOR 0.7 MILE TO A RESERVOIR ON THE
 GL1492'LEFT.  CONTINUE 0.1 MILE TO A ROAD FORK.  TAKE THE LEFT FORK
 GL1492'AND GO SOUTHERLY FOR 0.25 MILE TO A CONTOUR DRAINAGE
 GL1492'DITCH.  TURN RIGHT AND GO WEST ALONG THE NORTH SIDE OF DITCH
 GL1492'FOR 0.05 MILE TO THE STATION.
 GL1492'
 GL1492'STATION MARKS ARE STANDARD DISKS STAMPED JEFFREY 1960.  THE
 GL1492'SURFACE DISK IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS
 GL1492'6 INCHES.  IT IS 452 FEET WEST OF WHERE THE TRACK ROAD CROSSES
 GL1492'OVER THE CONTOUR DRAINAGE DITCH, 55 FEET NORTH OF THE DRAINAGE
 GL1492'DITCH, 14 FEET NORTHEAST OF A TRIANGLE BLAZE ON 4-INCH
 GL1492'JUNIPER TREE, AND 2.6 FEET SOUTHEAST OF A STANDARD METAL
 GL1492'WITNESS POST.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS
 GL1492'OF CONCRETE 32 INCHES BELOW THE SURFACE OF THE GROUND.
 GL1492'
 GL1492'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED JEFFREY NO
 GL1492'1 1960, IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE
 GL1492'OF THE GROUND.  IT IS 74 FEET EAST OF THE TRIANGLE BLAZE
 GL1492'ON THE 4-INCH JUNIPER TREE, AND 30 FEET NORTH OF THE CONTOUR
 GL1492'DITCH.
 GL1492'
 GL1492'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED JEFFREY NO
 GL1492'2 1960, IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE
 GL1492'SURFACE OF THE GROUND.  IT IS 31 FEET SOUTH OF THE TRIANGLE
 GL1492'BLAZE ON THE 4-INCH JUNIPER TREE, AND 20 FEET NORTH
 GL1492'OF THE CONTOUR DITCH.
 GL1492'
 GL1492'AZIMUTH MARK, A STANDARD DISK STAMPED JEFFREY 1960, IS SET
 GL1492'IN A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.  IT IS
 GL1492'325 FEET WEST OF THE TRACK ROAD WHICH IS ENROUTE TO THE
 GL1492'STATION, 125 FEET SOUTH OF THE CONTOUR DITCH FROM WHERE
 GL1492'IT RUNS NORTHEAST-BY-SOUTHWEST, 110 FEET EAST OF THE CONTOUR
 GL1492'DITCH FROM WHERE IT RUNS NORTH AND SOUTH, AND 2.8 FEET
 GL1492'SOUTHEAST OF A STANDARD METAL WITNESS POST.
 GL1492'
 GL1492'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH FOR 0.25
 GL1492'MILE TO THE AZIMUTH MARK.
 GL1492'
 GL1492'NOTE--REFERENCE MARKS WERE MEASURED WITH A 5 KG. TAPE TENSION.
 GL1492'
 GL1492'HEIGHT OF LIGHT ABOVE STATION MARK 17.88 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0389 ***********************************************************************
 FO0389  DESIGNATION -  JEMEZ AZ MK 2
 FO0389  PID         -  FO0389
 FO0389  STATE/COUNTY-  NM/SANDOVAL
 FO0389  USGS QUAD   -  BERNALILLO (1990)
 FO0389
 FO0389                         *CURRENT SURVEY CONTROL
 FO0389  ___________________________________________________________________
 FO0389* NAD 83(1986)-  35 21 31.     (N)    106 37 05.     (W)     SCALED    
 FO0389* NAVD 88     -      1706.59   (+/-2cm)    5599.0    (feet)  VERTCON   
 FO0389  ___________________________________________________________________
 FO0389  GEOID HEIGHT-         -20.95  (meters)                     GEOID03
 FO0389
 FO0389  VERT ORDER  -  THIRD (See Below)
 FO0389
 FO0389.The horizontal coordinates were scaled from a topographic map and have
 FO0389.an estimated accuracy of +/- 6 seconds.
 FO0389
 FO0389.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO0389.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO0389.The vertical order pertains to the NGVD 29 superseded value.
 FO0389
 FO0389.The geoid height was determined by GEOID03.
 FO0389
 FO0389;                    North         East    Units  Estimated Accuracy
 FO0389;SPC NM C     -   483,420.      466,550.      MT  (+/- 180 meters Scaled)
 FO0389
 FO0389                          SUPERSEDED SURVEY CONTROL
 FO0389
 FO0389  NGVD 29 (??/??/??) 1705.69   (m)         5596.1    (f) RESET       3  
 FO0389
 FO0389.Superseded values are not recommended for survey control.
 FO0389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0389.See file dsdata.txt to determine how the superseded data were derived.
 FO0389
 FO0389_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV529140(NAD 83)
 FO0389_MARKER: DZ = AZIMUTH MARK DISK
 FO0389_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FO0389_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FO0389_STAMPING: JEMEZ 1938 AZ 2 1968 BM RESET
 FO0389_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO0389+STABILITY: SURFACE MOTION
 FO0389_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FO0389+SATELLITE: SATELLITE OBSERVATIONS - July 02, 2005
 FO0389
 FO0389  HISTORY     - Date     Condition        Report By
 FO0389  HISTORY     - 1968     MONUMENTED       CGS
 FO0389  HISTORY     - 20050702 GOOD             GEOCAC
 FO0389
 FO0389                          STATION DESCRIPTION
 FO0389
 FO0389'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 FO0389'5.2 MI NW FROM BERNALILLO.
 FO0389'THE MARK IS 5.2 MILES NORTHWEST ALONG STATE HIGHWAY 44 FROM THE
 FO0389'JUNCTION OF U.S. HIGHWAY 85 AT BERNALILLO, IN SECTION 15, T 13 N, R 3
 FO0389'E, 226.2 FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 2.6 FEET
 FO0389'WEST OF A WITNESS POST, SET IN THE TOP OF A ROUND CONCRETE POST, 12
 FO0389'INCHES IN DIAMETER, THAT PROJECTS 3 INCHES ABOVE THE GROUND.
 FO0389
 FO0389                          STATION RECOVERY (2005)
 FO0389
 FO0389'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 FO0389'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0390 ***********************************************************************
 FO0390  DESIGNATION -  JEMEZ ECC 5760
 FO0390  PID         -  FO0390
 FO0390  STATE/COUNTY-  NM/SANDOVAL
 FO0390  USGS QUAD   -  LOMA MACHETE (1990)
 FO0390
 FO0390                         *CURRENT SURVEY CONTROL
 FO0390  ___________________________________________________________________
 FO0390* NAD 83(1992)-  35 21 38.03101(N)    106 37 45.30732(W)     ADJUSTED  
 FO0390* NAVD 88     -      1756.534  (meters)    5762.90   (feet)  ADJUSTED  
 FO0390  ___________________________________________________________________
 FO0390  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 FO0390  GEOID HEIGHT-         -20.96  (meters)                     GEOID03
 FO0390  DYNAMIC HT  -        1754.132 (meters)    5755.01  (feet)  COMP
 FO0390  MODELED GRAV-     979,204.5   (mgal)                       NAVD 88
 FO0390
 FO0390  HORZ ORDER  -  SECOND
 FO0390  VERT ORDER  -  SECOND    CLASS 0
 FO0390
 FO0390.The horizontal coordinates were established by classical geodetic methods
 FO0390.and adjusted by the National Geodetic Survey in December 1993..
 FO0390
 FO0390.The orthometric height was determined by differential leveling
 FO0390.and adjusted by the National Geodetic Survey in June 1991..
 FO0390
 FO0390.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO0390
 FO0390.The geoid height was determined by GEOID03.
 FO0390
 FO0390.The dynamic height is computed by dividing the NAVD 88
 FO0390.geopotential number by the normal gravity value computed on the
 FO0390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0390.degrees latitude (g = 980.6199 gals.).
 FO0390
 FO0390.The modeled gravity was interpolated from observed gravity values.
 FO0390
 FO0390;                    North         East     Units Scale Factor Converg.
 FO0390;SPC NM C     -   483,638.617   465,534.694   MT  0.99991463   -0 13 10.1
 FO0390;SPC NM C     - 1,586,737.70  1,527,341.74   sFT  0.99991463   -0 13 10.1
 FO0390;UTM  13      - 3,914,247.610   351,976.521   MT  0.99987002   -0 56 35.0
 FO0390
 FO0390!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO0390!SPC NM C     -   0.99972766  x   0.99991463  =   0.99964231
 FO0390!UTM  13      -   0.99972766  x   0.99987002  =   0.99959771
 FO0390
 FO0390                          SUPERSEDED SURVEY CONTROL
 FO0390
 FO0390  NAD 83(1986)-  35 21 38.03699(N)    106 37 45.30956(W) AD(       ) 2
 FO0390  NAD 27      -  35 21 37.90427(N)    106 37 43.20798(W) AD(       ) 2
 FO0390  NGVD 29 (??/??/92) 1755.629  (m)         5759.93   (f) ADJ UNCH    2 0
 FO0390
 FO0390.Superseded values are not recommended for survey control.
 FO0390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0390.See file dsdata.txt to determine how the superseded data were derived.
 FO0390
 FO0390_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV5197714248(NAD 83)
 FO0390_MARKER: DB = BENCH MARK DISK
 FO0390_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FO0390_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FO0390_STAMPING: JEMEZ ECC 5760 1949
 FO0390_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO0390+STABILITY: SURFACE MOTION
 FO0390
 FO0390  HISTORY     - Date     Condition        Report By
 FO0390  HISTORY     - 1949     MONUMENTED       USGS
 FO0390  HISTORY     - 1957     GOOD             CGS
 FO0390  HISTORY     - 1958     GOOD             CGS
 FO0390  HISTORY     - 1958     GOOD             USGS
 FO0390  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 FO0390
 FO0390                          STATION DESCRIPTION
 FO0390
 FO0390'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FO0390'5.75 MI NW FROM BERNALILLO.
 FO0390'ABOUT 5.65 MILES NORTHWEST ALONG STATE HIGHWAY 44 FROM ITS JUNCTION
 FO0390'WITH U.S. HIGHWAY 85 AT BERNALILLO THENCE 0.1 MILE SOUTHWEST ACROSS A
 FO0390'FIELD TO THE HIGHEST POINT OF A RIDGE, IN SECTION 16, T.13 N., R.3 E.,
 FO0390'294 FEET EAST OF THE CENTER LINE OF A DIRT ROAD, 241 FEET EAST OF A
 FO0390'FENCE LINE AND IN THE TOP OF A CONCRETE POST WHICH PROJECTS 1 FOOT.
 FO0390
 FO0390                          STATION RECOVERY (1958)
 FO0390
 FO0390'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 FO0390'NO TEXT AVAILABLE.
 FO0390
 FO0390                          STATION RECOVERY (1958)
 FO0390
 FO0390'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 FO0390'STATION JEMEZ IS LOCATED ON A LOW SANDY HILL THAT RISES TO THE
 FO0390'WEST FROM THE RIO GRANDE RIVER, ABOUT 16 MILES NORTH OF
 FO0390'ALBUQUERQUE, ABOUT 6 MILES NORTHWEST OF BERNALILLO, ABOUT 0.2
 FO0390'MILE SOUTH OF STATE HIGHWAY NO. 44, 245 FEET SOUTH OF A
 FO0390'HIGHER HILL AND 6 FEET NORTHEAST OF A WITNESS POST.
 FO0390'
 FO0390'JEMEZ ECC (USGS) IS A STANDARD U.S. GEOLOGICAL SURVEY BENCH
 FO0390'MARK DISK, SET IN THE TOP OF A 8-INCH SQUARE CONCRETE MONUMENT,
 FO0390'PROJECTS 12 INCHES ABOVE THE SURFACE OF THE GROUND AND IS ABOUT 8
 FO0390'FEET HIGHER THAN THE STATION.  THE MARK IS STAMPED JEMEZ
 FO0390'ECC 5760 1949.
 FO0390'
 FO0390'TO REACH STATION JEMEZ FROM THE POST OFFICE IN BERNALILLO, GO
 FO0390'NORTH ON U.S. HIGHWAY NO. 85 FOR 1.2 MILES TO THE JUNCTION OF
 FO0390'STATE HIGHWAY NO. 44,
 FO0390'CONTINUE WEST ON STATE HIGHWAY NO. 44 FOR 0.6 MILE TO
 FO0390'THE TOP OF GRADE AND A SIDE ROAD ON THE LEFT, TURN LEFT AND
 FO0390'PASS THROUGH A CATTLE GUARD AND KEEP TO THE LEFT AND GO SOUTH
 FO0390'ALONG THE WEST SIDE OF A WIRE FENCE FOR 0.1 MILE, FROM HERE
 FO0390'PACK EAST FOR 3 MINUTES TO THE STATION AS DESCRIBED.
 FO0390
 FO0390                          STATION RECOVERY (1989)
 FO0390
 FO0390'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 FO0390'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0393 ***********************************************************************
 FO0393  DESIGNATION -  JEMEZ RM 1
 FO0393  PID         -  FO0393
 FO0393  STATE/COUNTY-  NM/SANDOVAL
 FO0393  USGS QUAD   -  LOMA MACHETE (1990)
 FO0393
 FO0393                         *CURRENT SURVEY CONTROL
 FO0393  ___________________________________________________________________
 FO0393* NAD 83(1986)-  35 21 35.     (N)    106 37 44.     (W)     SCALED    
 FO0393* NAVD 88     -      1753.070  (meters)    5751.53   (feet)  ADJUSTED  
 FO0393  ___________________________________________________________________
 FO0393  GEOID HEIGHT-         -20.96  (meters)                     GEOID03
 FO0393  DYNAMIC HT  -        1750.673 (meters)    5743.67  (feet)  COMP
 FO0393  MODELED GRAV-     979,204.5   (mgal)                       NAVD 88
 FO0393
 FO0393  VERT ORDER  -  SECOND    CLASS 0
 FO0393
 FO0393.The horizontal coordinates were scaled from a topographic map and have
 FO0393.an estimated accuracy of +/- 6 seconds.
 FO0393
 FO0393.The orthometric height was determined by differential leveling
 FO0393.and adjusted by the National Geodetic Survey in June 1991..
 FO0393
 FO0393.The geoid height was determined by GEOID03.
 FO0393
 FO0393.The dynamic height is computed by dividing the NAVD 88
 FO0393.geopotential number by the normal gravity value computed on the
 FO0393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0393.degrees latitude (g = 980.6199 gals.).
 FO0393
 FO0393.The modeled gravity was interpolated from observed gravity values.
 FO0393
 FO0393;                    North         East    Units  Estimated Accuracy
 FO0393;SPC NM C     -   483,550.      465,570.      MT  (+/- 180 meters Scaled)
 FO0393
 FO0393                          SUPERSEDED SURVEY CONTROL
 FO0393
 FO0393  NGVD 29 (??/??/92) 1752.165  (m)         5748.56   (f) ADJ UNCH    2 0
 FO0393
 FO0393.Superseded values are not recommended for survey control.
 FO0393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0393.See file dsdata.txt to determine how the superseded data were derived.
 FO0393
 FO0393_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV520141(NAD 83)
 FO0393_MARKER: DR = REFERENCE MARK DISK
 FO0393_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FO0393_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FO0393_STAMPING: JEMEZ NO. 1 1938
 FO0393_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO0393+STABILITY: SURFACE MOTION
 FO0393
 FO0393  HISTORY     - Date     Condition        Report By
 FO0393  HISTORY     - 1938     MONUMENTED       CGS
 FO0393  HISTORY     - 1957     GOOD             NGS
 FO0393
 FO0393                          STATION DESCRIPTION
 FO0393
 FO0393'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 FO0393'5.8 MI NW FROM BERNALILLO.
 FO0393'ABOUT 5.65 MILES NORTHWEST ALONG STATE HIGHWAY 44 FROM ITS JUNCTION
 FO0393'WITH U.S. HIGHWAY 85 AT BERNALILLO, THENCE 0.15 MILE SOUTHWEST ACROSS
 FO0393'A FIELD, ABOUT 82 YEARS SOUTH-SOUTHEAST OF THE HIGHEST POINT OF A
 FO0393'RIDGE AND JEMEZ AND IN THE TOP OF A CONCRETE POST WHICH PROJECTS 3
 FO0393'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0394 ***********************************************************************
 FO0394  DESIGNATION -  JEMEZ RM 3
 FO0394  PID         -  FO0394
 FO0394  STATE/COUNTY-  NM/SANDOVAL
 FO0394  USGS QUAD   -  LOMA MACHETE (1990)
 FO0394
 FO0394                         *CURRENT SURVEY CONTROL
 FO0394  ___________________________________________________________________
 FO0394* NAD 83(1986)-  35 21 35.     (N)    106 37 44.     (W)     SCALED    
 FO0394* NAVD 88     -      1752.849  (meters)    5750.81   (feet)  ADJUSTED  
 FO0394  ___________________________________________________________________
 FO0394  GEOID HEIGHT-         -20.96  (meters)                     GEOID03
 FO0394  DYNAMIC HT  -        1750.452 (meters)    5742.94  (feet)  COMP
 FO0394  MODELED GRAV-     979,204.5   (mgal)                       NAVD 88
 FO0394
 FO0394  VERT ORDER  -  SECOND    CLASS 0
 FO0394
 FO0394.The horizontal coordinates were scaled from a topographic map and have
 FO0394.an estimated accuracy of +/- 6 seconds.
 FO0394
 FO0394.The orthometric height was determined by differential leveling
 FO0394.and adjusted by the National Geodetic Survey in June 1991..
 FO0394
 FO0394.The geoid height was determined by GEOID03.
 FO0394
 FO0394.The dynamic height is computed by dividing the NAVD 88
 FO0394.geopotential number by the normal gravity value computed on the
 FO0394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0394.degrees latitude (g = 980.6199 gals.).
 FO0394
 FO0394.The modeled gravity was interpolated from observed gravity values.
 FO0394
 FO0394;                    North         East    Units  Estimated Accuracy
 FO0394;SPC NM C     -   483,550.      465,570.      MT  (+/- 180 meters Scaled)
 FO0394
 FO0394                          SUPERSEDED SURVEY CONTROL
 FO0394
 FO0394  NGVD 29 (??/??/92) 1751.944  (m)         5747.84   (f) ADJ UNCH    2 0
 FO0394
 FO0394.Superseded values are not recommended for survey control.
 FO0394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0394.See file dsdata.txt to determine how the superseded data were derived.
 FO0394
 FO0394_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV520141(NAD 83)
 FO0394_MARKER: DR = REFERENCE MARK DISK
 FO0394_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FO0394_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FO0394_STAMPING: JEMEZ NO. 3 1945
 FO0394_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO0394+STABILITY: SURFACE MOTION
 FO0394
 FO0394  HISTORY     - Date     Condition        Report By
 FO0394  HISTORY     - 1945     MONUMENTED       CGS
 FO0394  HISTORY     - 1957     GOOD             NGS
 FO0394  HISTORY     - 1989     GOOD             USPSQD
 FO0394
 FO0394                          STATION DESCRIPTION
 FO0394
 FO0394'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 FO0394'5.8 MI NW FROM BERNALILLO.
 FO0394'ABOUT 5.65 MILES NORTHWEST ALONG STATE HIGHWAY 44 FROM ITS JUNCTION
 FO0394'WITH U.S. HIGHWAY 85 AT BERNALILLO, THENCE 0.15 MILE SOUTHWEST ACROSS
 FO0394'A FIELD, IN SECTION 16, T.13 N., R. 3.E., ABOUT 80 YARDS
 FO0394'SOUTH-SOUTHEAST OF THE HIGHEST POINT OF A HILL AND STATION JEMEZ ECC,
 FO0394'40 1/2 FEET EAST-NORTHEAST OF THE STATION MARK AND IN THE TOP OF A
 FO0394'CONCRETE POST FLUSH WITH THE GROUND.
 FO0394
 FO0394                          STATION RECOVERY (1989)
 FO0394
 FO0394'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 FO0394'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0681 ***********************************************************************
 DT0681  DESIGNATION -  JERKY
 DT0681  PID         -  DT0681
 DT0681  STATE/COUNTY-  NM/CATRON
 DT0681  USGS QUAD   -  LOCO MOUNTAIN (1963)
 DT0681
 DT0681                         *CURRENT SURVEY CONTROL
 DT0681  ___________________________________________________________________
 DT0681* NAD 83(1992)-  33 24 49.07927(N)    108 26 47.47870(W)     ADJUSTED  
 DT0681* NAVD 88     -      2540.1    (meters)    8334.     (feet)  VERTCON   
 DT0681  ___________________________________________________________________
 DT0681  LAPLACE CORR-           0.98  (seconds)                    DEFLEC99
 DT0681  GEOID HEIGHT-         -22.69  (meters)                     GEOID03
 DT0681
 DT0681  HORZ ORDER  -  FIRST
 DT0681
 DT0681.The horizontal coordinates were established by classical geodetic methods
 DT0681.and adjusted by the National Geodetic Survey in December 1993..
 DT0681
 DT0681.The NAVD 88 height was computed by applying the VERTCON shift value to
 DT0681.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DT0681
 DT0681.The Laplace correction was computed from DEFLEC99 derived deflections.
 DT0681
 DT0681.The geoid height was determined by GEOID03.
 DT0681
 DT0681;                    North         East     Units Scale Factor Converg.
 DT0681;SPC NM W     -   267,794.758   772,968.764   MT  0.99995675   -0 20 15.6
 DT0681;SPC NM W     -   878,589.97  2,535,981.69   sFT  0.99995675   -0 20 15.6
 DT0681;UTM  12      - 3,700,058.747   737,447.212   MT  1.00029517   +1 24 24.5
 DT0681
 DT0681!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DT0681!SPC NM W     -   0.99960494  x   0.99995675  =   0.99956171
 DT0681!UTM  12      -   0.99960494  x   1.00029517  =   0.99990000
 DT0681
 DT0681|---------------------------------------------------------------------|
 DT0681| PID    Reference Object                     Distance      Geod. Az  |
 DT0681|                                                           dddmmss.s |
 DT0681| CD3049 JERKY RM 2                            7.440 METERS 12911     |
 DT0681| DT0682 LOCO MOUNTAIN                        48.150 METERS 22707     |
 DT0681| CD3048 JERKY AZ MK                                        3125353.7 |
 DT0681|---------------------------------------------------------------------|
 DT0681
 DT0681                          SUPERSEDED SURVEY CONTROL
 DT0681
 DT0681  NAD 83(1992)-  33 24 49.08076(N)    108 26 47.48078(W) AD(       ) 1
 DT0681  NAD 83(1986)-  33 24 49.08047(N)    108 26 47.48120(W) AD(       ) 1
 DT0681  NAD 27      -  33 24 48.84470(N)    108 26 45.27414(W) AD(       ) 1
 DT0681  NGVD 29 (07/19/86) 2539.0    (m)         8330.     (f) VERT ANG       
 DT0681
 DT0681.Superseded values are not recommended for survey control.
 DT0681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0681.See file dsdata.txt to determine how the superseded data were derived.
 DT0681
 DT0681_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYC3744700059(NAD 83)
 DT0681_MARKER: DS = TRIANGULATION STATION DISK
 DT0681_SETTING: 80 = SET IN A BOULDER
 DT0681_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 DT0681
 DT0681  HISTORY     - Date     Condition        Report By
 DT0681  HISTORY     - 1966     MONUMENTED       CGS
 DT0681
 DT0681                          STATION DESCRIPTION
 DT0681
 DT0681'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (JWC)
 DT0681'THE STATION IS ABOUT 27 MILES SOUTHEAST OF RESERVE, 19-1/2
 DT0681'MILES WEST OF THE NEW BEAVERHEAD RANGER STATION, 14 MILES NORTH
 DT0681'OF THE CATRON-GRANT COUNTY LINE AND ON LOCO MOUNTAIN WHICH IS
 DT0681'THE HIGHEST MOUNTAIN IN THE IMMEDIATE VICINITY.
 DT0681'
 DT0681'TO REACH THE STATION FROM THE NEW BEAVERHEAD RANGER STATION,
 DT0681'GO NORTHERLY ON STATE ROUTE 61 FOR 7.05 MILES TO A FORK AT A
 DT0681'SIGN STATE HIGHWAY NO. 78 MAGDALENA 85.  TAKE THE LEFT FORK
 DT0681'AND GO WESTERLY ON A DIRT ROAD 2.1 MILES TO A REVERSE FORK.
 DT0681'CONTINUE WESTERLY FOR 0.6 MILE TO A 5-WAY INTERSECTION.  TAKE
 DT0681'THE EXTREME LEFT FORK AS PER SIGN AND GO WESTERLY ON A DIRT ROAD
 DT0681'FOR 1.9 MILES TO A FORK.  TAKE THE LEFT FORK AND GO WESTERLY
 DT0681'FOR 0.3 MILE TO A GATE.  PASS THROUGH THE GATE AND CONTINUE
 DT0681'WEST FOR 6.2 MILES TO A CATTLE GUARD AND A POND ON THE LEFT.
 DT0681'PASS THROUGH THE CATTLE GUARD AND CONTINUE WESTERLY ON THE
 DT0681'DIRT ROAD FOR 6.75 MILES TO A FORK AT A SIGN DOUBLE SPRINGS
 DT0681'RANCH 3.  TAKE THE RIGHT FORK AND CONTINUE WESTERLY 2.0
 DT0681'MILES TO A FORK AND SIGN HULSEY RANCH 1.  TAKE THE RIGHT
 DT0681'FORK AND CONTINUE WESTERLY FOR 3.1 MILES TO A
 DT0681'T-INTERSECTION.  TURN LEFT AND GO SOUTHWEST AND WEST AS PER
 DT0681'SIGN LOCO MOUNTAIN FOR 3.05 MILES TO A SIDE ROAD ON THE
 DT0681'LEFT.  (TO REACH THE AZIMUTH MARK FROM THIS POINT, GO
 DT0681'WESTERLY FOR 0.5 MILE TO THE MARK ON THE LEFT, JUST AFTER
 DT0681'PASSING A SIGN ON THE RIGHT LOCO TANK.) TURN LEFT AND
 DT0681'GO SOUTH ON A TRACK ROAD FOR 0.3 MILE TO THE TOP OF A SADDLE.
 DT0681'BEAR RIGHT AND GO WESTERLY ON THE TRACK ROAD FOR 0.4 MILE,
 DT0681'BEAR RIGHT AND GO NORTHWEST AND WEST UP A STEEP HILL FOR 0.4
 DT0681'MILE TO THE STATION.  NOTE--A 4-WHEEL DRIVE VEHICLE IS
 DT0681'REQUIRED TO TRAVEL THE LAST 0.4 MILE TO THE STATION.
 DT0681'
 DT0681'THE STATION MARK IS A STANDARD DISK, STAMPED JERKY 1966,
 DT0681'CEMENTED IN A 2 X 2 FOOT BOULDER THAT PROJECTS 10 INCHES.  IT
 DT0681'IS 158 FEET EAST-NORTHEAST OF THE HIGHEST POINT OF THE MOUNTAIN,
 DT0681'160 FEET EAST-NORTHEAST OF A TREE HAVING A TRIANGLE BLAZE ON THE
 DT0681'EAST SIDE AND 7 FEET EAST OF A WITNESS POST.
 DT0681'
 DT0681'LOCO MTN IS A BRONZE DISK OF THE U.S. FORESTRY SERVICE, STAMPED
 DT0681'LOCO MTN 1939, CEMENTED IN A DRILL HOLE IN A ROCK OUTCROP
 DT0681'THAT PROJECTS 8 INCHES ABOVE THE GROUND.  IT IS 165 FEET
 DT0681'WEST-NORTHWEST OF THE WITNESS POST, 15 FEET EAST OF A TREE
 DT0681'HAVING A TRIANGLE BLAZE ON THE EAST SIDE AND IS ON THE HIGHEST
 DT0681'POINT OF THE MOUNTAIN.
 DT0681'
 DT0681'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED JERKY NO 2 1966,
 DT0681'CEMENTED IN A DRILL HOLE IN A ROCK OUTCROP THAT PROJECTS 3
 DT0681'INCHES ABOVE THE GROUND.  IT IS 30 FEET SOUTHEAST OF THE
 DT0681'WITNESS POST.
 DT0681'
 DT0681'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED JERKY 1966, CEMENTED
 DT0681'IN A DRILL HOLE IN A ROCK OUTCROP THAT PROJECTS 8 INCHES ABOVE
 DT0681'THE GROUND.  IT IS 20 FEET SOUTH OF THE CENTERLINE OF THE
 DT0681'TRACK ROAD AND 4 FEET SOUTHEAST OF A WITNESS POST.
 DT0681'
 DT0681'NOT POSSIBLE TO MEASURE BETWEEN REFERENCE MARKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0910 ***********************************************************************
 DR0910  DESIGNATION -  JERRY
 DR0910  PID         -  DR0910
 DR0910  STATE/COUNTY-  NM/CHAVES
 DR0910  USGS QUAD   -  MESA SE (1982)
 DR0910
 DR0910                         *CURRENT SURVEY CONTROL
 DR0910  ___________________________________________________________________
 DR0910* NAD 83(1992)-  33 52 28.32253(N)    104 35 21.56753(W)     ADJUSTED  
 DR0910* NAVD 88     -      1299.1    (meters)    4262.     (feet)  VERTCON   
 DR0910  ___________________________________________________________________
 DR0910  LAPLACE CORR-          -1.59  (seconds)                    DEFLEC99
 DR0910  GEOID HEIGHT-         -23.31  (meters)                     GEOID03
 DR0910
 DR0910  HORZ ORDER  -  SECOND
 DR0910
 DR0910.The horizontal coordinates were established by classical geodetic methods
 DR0910.and adjusted by the National Geodetic Survey in December 1993..
 DR0910
 DR0910.The NAVD 88 height was computed by applying the VERTCON shift value to
 DR0910.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DR0910
 DR0910.The Laplace correction was computed from DEFLEC99 derived deflections.
 DR0910
 DR0910.The geoid height was determined by GEOID03.
 DR0910
 DR0910;                    North         East     Units Scale Factor Converg.
 DR0910;SPC NM E     -   318,770.786   141,317.738   MT  0.99991600   -0 08 33.7
 DR0910;SPC NM E     - 1,045,833.82    463,639.95   sFT  0.99991600   -0 08 33.7
 DR0910;UTM  13      - 3,748,320.571   537,980.801   MT  0.99961778   +0 13 44.1
 DR0910
 DR0910!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR0910!SPC NM E     -   0.99979976  x   0.99991600  =   0.99971577
 DR0910!UTM  13      -   0.99979976  x   0.99961778  =   0.99941761
 DR0910
 DR0910|---------------------------------------------------------------------|
 DR0910| PID    Reference Object                     Distance      Geod. Az  |
 DR0910|                                                           dddmmss.s |
 DR0910| CJ7565 JERRY RM 1                           21.112 METERS 16746     |
 DR0910| DR0914 BELL                                APPROX. 8.3 KM 3335522.9 |
 DR0910| CJ7566 JERRY RM 2                           20.621 METERS 34806     |
 DR0910|---------------------------------------------------------------------|
 DR0910
 DR0910                          SUPERSEDED SURVEY CONTROL
 DR0910
 DR0910  NAD 83(1986)-  33 52 28.32817(N)    104 35 21.56482(W) AD(       ) 2
 DR0910  NAD 27      -  33 52 28.02768(N)    104 35 19.65199(W) AD(       ) 2
 DR0910  NGVD 29 (07/19/86) 1298.5    (m)         4260.     (f) VERT ANG       
 DR0910
 DR0910.Superseded values are not recommended for survey control.
 DR0910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0910.See file dsdata.txt to determine how the superseded data were derived.
 DR0910
 DR0910_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SET3798148321(NAD 83)
 DR0910_MARKER: DD = SURVEY DISK
 DR0910_SETTING: 0 = UNSPECIFIED SETTING
 DR0910
 DR0910  HISTORY     - Date     Condition        Report By
 DR0910  HISTORY     - 1967     MONUMENTED       USGS
 DR0910
 DR0910                          STATION DESCRIPTION
 DR0910
 DR0910'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (WCN)
 DR0910'STATION IS LOCATED S 15 DEG E., ABOUT 3 MI. (AIRLINE) FROM
 DR0910'THE JUNCTION OF U.S. HIGHWAY 285 AND STATE HIGHWAY 20, N 8
 DR0910'DEG W, ABOUT 28 MI. (AIRLINE) FROM THE JUNCTION OF U.S. HIGHWAYS
 DR0910'285 AND 70.  THE STATION IS 94.6 FT. E OF THE CENTERLINE
 DR0910'OF HIGHWAY 285 AND 5.5 FT. W OF HIGHWAY R/W MARKER 1603+00.
 DR0910'THE STATION IS 4.5 FT. SW. OF A USGS WITNESS SIGN MOUNTED
 DR0910'ON A METAL POST.  THE STATION SITE CAN BE LOCATED FROM THE
 DR0910'ROSWELL (NI 13-8) 1--250,000 SERIES MAP.
 DR0910'
 DR0910'STATION MARK--A USGS BRONZE TABLET CRIMPED TO A COPPERWELD
 DR0910'ROD DRIVE TO REFUSAL (6.5 FT.) CENTERED IN AN ORANGEBURG
 DR0910'TILE, 6 IN IN DIAMETER, 12 IN. LONG FILLED WITH GRAVEL.  THE
 DR0910'TABLET IS FLUSH WITH THE GROUND AND STAMPED JERRY ET 1967.
 DR0910'
 DR0910'REFERENCE MARK NO. 1--A USGS BRONZE R.M. TABLET CRIMPED TO
 DR0910'A COPPERWELD ROD DRIVEN TO REFUSAL (5.5 FT.) CENTERED IN
 DR0910'AN ORANGEBURG TILE, 6 IN. IN DIAMETER, 12 IN. LONG FILLED
 DR0910'WITH GRAVEL, AND STAMPED JERRY ET R.M. NO. 1 1967.
 DR0910'
 DR0910'REFERENCE MARK NO. 2--A USGS BRONZE R.M. TABLET CRIMPED TO
 DR0910'A COPPERWELD ROD DRIVEN TO REFUSAL (10.5 FT.) CENTERED IN
 DR0910'AN ORANGEBURG TILE 6 IN. IN DIAMETER, 12 IN. LONG FILLED WITH
 DR0910'GRAVEL, STAMPED JERRY ET R.M. NO. 2 1967.
 DR0910'
 DR0910'BELL ET 1967 IS VISIBLE FROM THE GROUND AT THIS STATION AND
 DR0910'WILL SERVE AS THE AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0526 ***********************************************************************
 GN0526  DESIGNATION -  JICALLA
 GN0526  PID         -  GN0526
 GN0526  STATE/COUNTY-  NM/RIO ARRIBA
 GN0526  USGS QUAD   -  CORDOVA CANYON (1983)
 GN0526
 GN0526                         *CURRENT SURVEY CONTROL
 GN0526  ___________________________________________________________________
 GN0526* NAD 83(1992)-  36 49 12.07656(N)    106 55 04.71114(W)     ADJUSTED  
 GN0526* NAVD 88     -      2665.5    (meters)    8745.     (feet)  VERTCON   
 GN0526  ___________________________________________________________________
 GN0526  LAPLACE CORR-           4.64  (seconds)                    DEFLEC99
 GN0526  GEOID HEIGHT-         -18.58  (meters)                     GEOID03
 GN0526
 GN0526  HORZ ORDER  -  THIRD
 GN0526
 GN0526.The horizontal coordinates were established by classical geodetic methods
 GN0526.and adjusted by the National Geodetic Survey in December 1993..
 GN0526
 GN0526.The NAVD 88 height was computed by applying the VERTCON shift value to
 GN0526.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GN0526
 GN0526.The Laplace correction was computed from DEFLEC99 derived deflections.
 GN0526
 GN0526.The geoid height was determined by GEOID03.
 GN0526
 GN0526;                    North         East     Units Scale Factor Converg.
 GN0526;SPC NM C     -   645,706.969   440,408.132   MT  0.99994373   -0 24 01.2
 GN0526;SPC NM C     - 2,118,456.95  1,444,905.68   sFT  0.99994373   -0 24 01.2
 GN0526;UTM  13      - 4,076,623.335   328,935.639   MT  0.99996052   -1 08 59.0
 GN0526
 GN0526!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GN0526!SPC NM C     -   0.99958478  x   0.99994373  =   0.99952853
 GN0526!UTM  13      -   0.99958478  x   0.99996052  =   0.99954531
 GN0526
 GN0526:                Primary Azimuth Mark                     Grid Az
 GN0526:SPC NM C     -  WIRT                                     208 56 37.8
 GN0526:UTM  13      -  WIRT                                     209 41 35.6
 GN0526
 GN0526|---------------------------------------------------------------------|
 GN0526| PID    Reference Object                     Distance      Geod. Az  |
 GN0526|                                                           dddmmss.s |
 GN0526| GN0524 WIRT                                APPROX. 1.7 KM 2083236.6 |
 GN0526|---------------------------------------------------------------------|
 GN0526
 GN0526                          SUPERSEDED SURVEY CONTROL
 GN0526
 GN0526  NAD 83(1992)-  36 49 12.07771(N)    106 55 04.71432(W) AD(       ) 3
 GN0526  NAD 83(1986)-  36 49 12.07686(N)    106 55 04.71617(W) AD(       ) 3
 GN0526  NAD 27      -  36 49 12.03631(N)    106 55 02.57462(W) AD(       ) 3
 GN0526  NGVD 29 (07/19/86) 2664.1    (m)         8740.     (f) VERT ANG       
 GN0526
 GN0526.Superseded values are not recommended for survey control.
 GN0526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0526.See file dsdata.txt to determine how the superseded data were derived.
 GN0526
 GN0526_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCA2893676623(NAD 83)
 GN0526
 GN0526  HISTORY     - Date     Condition        Report By
 GN0526  HISTORY     - UNK      MONUMENTED       USGS
 GN0526  HISTORY     - 1953     GOOD             USGS
 GN0526
 GN0526                          STATION DESCRIPTION
 GN0526
 GN0526'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 GN0526'STATION FOUND IN GOOD CONDITION AS DESCRIBED.
 GN0526'
 GN0526'TO REACH STATION FROM THE POST OFFICE AT DULCE, GO S. 6.4 MI. ON CUBA
 GN0526'ROAD TO Y-JUNCTION, TURN LEFT (E.) AND CONTINUE 9.1 MI. ON DIRT TRACK
 GN0526'RD. ENROUTE TO WIRT LOOKOUT.  AT WIRT LOOKOUT AND END OF TRUCK
 GN0526'TRAVEL CONTINUE N. AN HOURS HIKE TO THE THIRD PROMINENT PROTRUDING
 GN0526'POINT FROM WIRT LOOKOUT.
 GN0526'
 GN0526'SIGNAL DATA--RED OVER WHITE CROSS TARGETS MOUNTED ON SINGLE MAST
 GN0526'AND CENTERED OVER STATION MARK.
 GN0526'
 GN0526'STATION MARK--BRONZE TABLET (APPARENTLY NOT STAMPED).
 GN0526'
 GN0526'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0813 ***********************************************************************
 GM0813  DESIGNATION -  JICARITA
 GM0813  PID         -  GM0813
 GM0813  STATE/COUNTY-  NM/TAOS
 GM0813  USGS QUAD   -  JICARITA PEAK (1995)
 GM0813
 GM0813                         *CURRENT SURVEY CONTROL
 GM0813  ___________________________________________________________________
 GM0813* NAD 83(1992)-  36 03 19.24338(N)    105 33 44.56851(W)     ADJUSTED  
 GM0813* NAVD 88     -      3913.4    (meters)   12839.     (feet)  VERTCON   
 GM0813  ___________________________________________________________________
 GM0813  LAPLACE CORR-           1.09  (seconds)                    DEFLEC99
 GM0813  GEOID HEIGHT-         -16.72  (meters)                     GEOID03
 GM0813
 GM0813  HORZ ORDER  -  SECOND
 GM0813
 GM0813.The horizontal coordinates were established by classical geodetic methods
 GM0813.and adjusted by the National Geodetic Survey in December 1993..
 GM0813
 GM0813.The NAVD 88 height was computed by applying the VERTCON shift value to
 GM0813.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GM0813
 GM0813.The Laplace correction was computed from DEFLEC99 derived deflections.
 GM0813
 GM0813.The geoid height was determined by GEOID03.
 GM0813
 GM0813;                    North         East     Units Scale Factor Converg.
 GM0813;SPC NM C     -   560,872.169   561,949.259   MT  0.99994727   +0 24 17.0
 GM0813;SPC NM C     - 1,840,128.11  1,843,661.86   sFT  0.99994727   +0 24 17.0
 GM0813;SPC NM E     -   561,357.535    54,269.523   MT  1.00006012   -0 43 24.4
 GM0813;SPC NM E     - 1,841,720.51    178,049.26   sFT  1.00006012   -0 43 24.4
 GM0813;UTM  13      - 3,990,233.401   449,349.202   MT  0.99963161   -0 19 51.6
 GM0813
 GM0813!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GM0813!SPC NM C     -   0.99938880  x   0.99994727  =   0.99933610
 GM0813!SPC NM E     -   0.99938880  x   1.00006012  =   0.99944888
 GM0813!UTM  13      -   0.99938880  x   0.99963161  =   0.99902063
 GM0813
 GM0813:                Primary Azimuth Mark                     Grid Az
 GM0813:SPC NM C     -  JICARITA AZ MK                           030 17 16.2
 GM0813:SPC NM E     -  JICARITA AZ MK                           031 24 57.6
 GM0813:UTM  13      -  JICARITA AZ MK                           031 01 24.8
 GM0813
 GM0813|---------------------------------------------------------------------|
 GM0813| PID    Reference Object                     Distance      Geod. Az  |
 GM0813|                                                           dddmmss.s |
 GM0813| CM8850 JICARITA AZ MK                                     0304133.2 |
 GM0813| GM0812 JICARITA RM                           4.879 METERS 05836     |
 GM0813| CM8851 JICARITA RM 1                         4.935 METERS 16954     |
 GM0813| FN0666 TRUCHAS                             APPROX.12.7 KM 2155315.1 |
 GM0813|---------------------------------------------------------------------|
 GM0813
 GM0813                          SUPERSEDED SURVEY CONTROL
 GM0813
 GM0813  NAD 83(1986)-  36 03 19.24914(N)    105 33 44.57229(W) AD(       ) 2
 GM0813  NAD 27      -  36 03 19.13900(N)    105 33 42.52880(W) AD(       ) 2
 GM0813  NGVD 29 (07/19/86) 3911.9    (m)        12834.     (f) VERT ANG       
 GM0813
 GM0813.Superseded values are not recommended for survey control.
 GM0813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0813.See file dsdata.txt to determine how the superseded data were derived.
 GM0813
 GM0813_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV4934990233(NAD 83)
 GM0813_MARKER: DS = TRIANGULATION STATION DISK
 GM0813_SETTING: 80 = SET IN A BOULDER
 GM0813_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 GM0813
 GM0813  HISTORY     - Date     Condition        Report By
 GM0813  HISTORY     - 1954     MONUMENTED       CGS
 GM0813  HISTORY     - 1961     GOOD             CGS
 GM0813
 GM0813                          STATION DESCRIPTION
 GM0813
 GM0813'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (WRH)
 GM0813'THE STATION IS LOCATED AIRLINE ABOUT 14 MILES EAST OF TRUCHAS,
 GM0813'ABOUT 11 MILES SOUTHEAST OF PENASCO AND ABOUT 10 MILES
 GM0813'WEST-NORTHWEST OF HOLMAN ON THE HIGHEST POINT OF WHAT IS LOCALLY
 GM0813'KNOWN AS JICARITA PEAK.
 GM0813'
 GM0813'THE STATION IS A STANDARD DISK STAMPED JICARITA 1954 SET IN
 GM0813'A DRILL HOLE IN A SMALL BOULDER WHICH IS ABOUT FLUSH WITH THE
 GM0813'GROUND.  IT IS 70 FEET NORTHWEST OF A LARGE CAIRN.
 GM0813'
 GM0813'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED JICARITA
 GM0813'NO 1 1954 SET IN A DRILL HOLE IN A SMALL BOULDER WHICH PROJECTS
 GM0813'ABOUT 1 INCH ABOVE THE GROUND AND IS ABOUT THE SAME ELEVATION
 GM0813'AS THE STATION.
 GM0813'
 GM0813'THE USGS R.M. IS A STANDARD USGS REFERENCE MARK DISK STAMPED
 GM0813'JICARITA SET IN A DRILL HOLE IN A LARGE BOULDER WHICH PROJECTS
 GM0813'ABOUT 2 FEET ABOVE THE GROUND AND IS ABOUT 2 FEET LOWER THAN
 GM0813'THE STATION.
 GM0813'
 GM0813'THE AZIMUTH MARK IS A STANDARD DISK STAMPED JICARITA 1954
 GM0813'SET IN A DRILL HOLE IN A SMALL BOULDER WHICH PROJECTS ABOUT
 GM0813'2 INCHES ABOVE THE GROUND.  IT IS 1 FOOT SOUTH-SOUTHWEST
 GM0813'OF A SMALL CAIRN.
 GM0813'
 GM0813'TO REACH THE STATION FROM THE POST OFFICE IN PENASCO, GO SOUTHEAST
 GM0813'ON STATE ROAD 75 FOR 0.8 MILE TO A LEFT TURN.  CONTINUE
 GM0813'STRAIGHT AHEAD ON A DIRT ROAD, LEAVING THE STATE ROAD, FOR
 GM0813'1.4 MILES TO A SIDE ROAD, LEFT, AT A LOG BARN.  TURN LEFT
 GM0813'ONTO THE DIRT SIDE ROAD AND GO NORTHEASTERLY FOR 1.9 MILES
 GM0813'TO THE RANCH HOME OF MRS. MERANTE ROMERO ON THE RIGHT, WHICH
 GM0813'IS ABOUT 100 YARDS OFF THE DIRT ROAD.  HORSES ARE AVAILABLE
 GM0813'HERE.  CONTINUE SOUTHEASTERLY ON THE DIRT ROAD FOR 1.75 MILES
 GM0813'TO A CORRAL ON THE LEFT.  CONTINUE SOUTHEASTERLY FOR 0.95
 GM0813'MILE TO A FOREST SERVICE TRAIL ON THE LEFT.  THIS IS ABOUT
 GM0813'0.1 MILE BEFORE REACHING A CONCRETE BRIDGE.  WITH THE USE
 GM0813'OF HORSES FOLLOW THE FOREST SERVICE TRAIL NORTHERLY AND
 GM0813'SOUTHEASTERLY, ALWAYS KEEPING THE HIGH TRAIL, FOR ABOUT 5 HOURS TO
 GM0813'THE HIGHEST POINT OF THE MOUNTAIN AND THE STATION.
 GM0813'
 GM0813'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH-NORTHEASTERLY
 GM0813'DOWN THE VERY STEEP HILL FOR ABOUT 0.5 MILE TO A NORTH-SOUTH
 GM0813'RIDGE, A SMALL CAIRN, AND THE AZIMUTH MARK.  THIS IS ABOUT
 GM0813'500 FEET LOWER THAN THE STATION.  YOU WILL PASS BY THIS POINT
 GM0813'ON THE WAY TO THE STATION.
 GM0813'
 GM0813'HEIGHT OF LIGHT ABOVE STATION MARK 1.48 METERS.
 GM0813
 GM0813                          STATION RECOVERY (1961)
 GM0813
 GM0813'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (HWK)
 GM0813'REFERENCE MARK NO. 1 AND THE USGS REFERENCE MARK WERE RECOVERED
 GM0813'AS DESCRIBED AND FOUND TO BE GOOD CONDITION.  THE STATION MARK
 GM0813'WAS FOUND TO HAVE BEEN DESTROYED AND THE AZIMUTH MARK WAS
 GM0813'SEARCHED FOR BUT NOT RECOVERED.  THE AZIMUTH MARK IS BELIEVED
 GM0813'TO HAVE BEEN DESTROYED ALSO.  A NEW STATION, CALLED JICARITA
 GM0813'2, WAS ESTABLISHED BY THIS PARTY.  FOR ANY ADDITIONAL
 GM0813'INFORMATION SEE THE DESCRIPTION FOR JICARITA 2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0814 ***********************************************************************
 GM0814  DESIGNATION -  JICARITA 2
 GM0814  PID         -  GM0814
 GM0814  STATE/COUNTY-  NM/TAOS
 GM0814  USGS QUAD   -  JICARITA PEAK (1995)
 GM0814
 GM0814                         *CURRENT SURVEY CONTROL
 GM0814  ___________________________________________________________________
 GM0814* NAD 83(1992)-  36 03 19.24959(N)    105 33 44.55001(W)     ADJUSTED  
 GM0814* NAVD 88     -      3913.4    (meters)   12839.     (feet)  VERTCON   
 GM0814  ___________________________________________________________________
 GM0814  LAPLACE CORR-           1.09  (seconds)                    DEFLEC99
 GM0814  GEOID HEIGHT-         -16.72  (meters)                     GEOID03
 GM0814
 GM0814  HORZ ORDER  -  SECOND
 GM0814
 GM0814.The horizontal coordinates were established by classical geodetic methods
 GM0814.and adjusted by the National Geodetic Survey in December 1993..
 GM0814
 GM0814.The NAVD 88 height was computed by applying the VERTCON shift value to
 GM0814.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GM0814
 GM0814.The Laplace correction was computed from DEFLEC99 derived deflections.
 GM0814
 GM0814.The geoid height was determined by GEOID03.
 GM0814
 GM0814;                    North         East     Units Scale Factor Converg.
 GM0814;SPC NM C     -   560,872.364   561,949.720   MT  0.99994727   +0 24 17.0
 GM0814;SPC NM C     - 1,840,128.75  1,843,663.37   sFT  0.99994727   +0 24 17.0
 GM0814;SPC NM E     -   561,357.720    54,269.989   MT  1.00006012   -0 43 24.4
 GM0814;SPC NM E     - 1,841,721.12    178,050.79   sFT  1.00006012   -0 43 24.4
 GM0814;UTM  13      - 3,990,233.590   449,349.666   MT  0.99963161   -0 19 51.6
 GM0814
 GM0814!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GM0814!SPC NM C     -   0.99938880  x   0.99994727  =   0.99933610
 GM0814!SPC NM E     -   0.99938880  x   1.00006012  =   0.99944888
 GM0814!UTM  13      -   0.99938880  x   0.99963161  =   0.99902063
 GM0814
 GM0814|---------------------------------------------------------------------|
 GM0814| PID    Reference Object                     Distance      Geod. Az  |
 GM0814|                                                           dddmmss.s |
 GM0814| GM0812 JICARITA RM                           4.385 METERS 05735     |
 GM0814| GM0811 TROUBLE                             APPROX. 6.6 KM 1534603.4 |
 GM0814| CM8851 JICARITA RM 1                         5.080 METERS 17520     |
 GM0814| CM8852 JICARITA 2 RM 3                      12.136 METERS 28336     |
 GM0814|---------------------------------------------------------------------|
 GM0814
 GM0814                          SUPERSEDED SURVEY CONTROL
 GM0814
 GM0814  NAD 83(1986)-  36 03 19.25535(N)    105 33 44.55379(W) AD(       ) 2
 GM0814  NAD 27      -  36 03 19.14570(N)    105 33 42.51060(W) AD(       ) 2
 GM0814  NGVD 29 (07/19/86) 3911.9    (m)        12834.     (f) VERT ANG       
 GM0814
 GM0814.Superseded values are not recommended for survey control.
 GM0814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0814.See file dsdata.txt to determine how the superseded data were derived.
 GM0814
 GM0814_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV4935090234(NAD 83)
 GM0814_MARKER: DS = TRIANGULATION STATION DISK
 GM0814_SETTING: 80 = SET IN A BOULDER
 GM0814_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 GM0814_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GM0814
 GM0814  HISTORY     - Date     Condition        Report By
 GM0814  HISTORY     - 1961     MONUMENTED       CGS
 GM0814  HISTORY     - 1962     GOOD             USGS
 GM0814
 GM0814                          STATION DESCRIPTION
 GM0814
 GM0814'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 GM0814'THE STATION IS NEAR THE SOUTHEAST SIDE OF THE TOP OF JICARITA
 GM0814'PEAK WHICH IS APPROXIMATELY 15 MILES EAST OF TRUCHAS, 10 MILES
 GM0814'WEST OF HOLMAN, 8-1/2 MILES SOUTHEAST OF PENASCO AND 3-1/2
 GM0814'MILES NORTHWEST OF THE INTERSECTION OF MORA, TAOS AND RIO
 GM0814'ARRIBA COUNTY LINES.
 GM0814'
 GM0814'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 73
 GM0814'AND 75, IN THE SMALL TOWN OF PENASCO, GO SOUTHERLY ON HIGHWAY
 GM0814'73 FOR 1.5 MILES TO A SIDE ROAD ON THE LEFT, APPROXIMATELY
 GM0814'200 FEET AFTER PASSING THE RODARTE POST OFFICE ON THE LEFT.
 GM0814'TURN LEFT AT A SIGN SANTA BARBARA CAMP GROUND 8 AND GO EAST
 GM0814'AND SOUTHERLY ON A GRAVEL ROAD FOR 2 MILES TO A CATTLE GUARD
 GM0814'AND A HOUSE ON THE RIGHT.  (NOTE--THIS IS THE HOME OF PABLO
 GM0814'ROMERO, THE HORSE PACKER USED BY THIS PARTY).  CONTINUE
 GM0814'SOUTHERLY ON THE GRAVEL ROAD FOR 2.7 MILES TO A TRAIL SIGN
 GM0814'JICARITA PEAK, RIPLEY POINT 7 ON THE LEFT.  FROM THIS
 GM0814'POINT PACK EASTERLY ON THE TRAIL TOWARD RIPLEY POINT
 GM0814'AND JICARITA PEAK, BEARING RIGHT AT TWO TRAIL FORKS, FOR
 GM0814'APPROXIMATELY 5 MILES TO THE TOP OF A TIMBERED RIDGE AND A
 GM0814'WIRE GATE.  PASS THROUGH THE GATE AND CONTINUE ON THE TRAIL,
 GM0814'SOUTHERLY, FOR APPROXIMATELY 5 MILES TO THE TOP OF JICARITA
 GM0814'PEAK AND THE STATION.  (A 4-1/2 HOUR HORSE PACK)
 GM0814'
 GM0814'STATION MARK IS A STANDARD DISK, STAMPED JICARITA 2 1961,
 GM0814'CEMENTED IN A DRILL HOLE IN A BOULDER WHICH PROJECTS 1 INCH.
 GM0814'IT IS 74 FEET NORTHWEST OF A LARGE CAIRN.
 GM0814'
 GM0814'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED JICARITA NO 1
 GM0814'1954, IS CEMENTED IN A DRILL HOLE IN A BOULDER WHICH PROJECTS
 GM0814'2 INCHES.  IT IS 56 FEET NORTHWEST OF THE LARGE CAIRN.
 GM0814'
 GM0814'REFERENCE MARK NO. 2, A U.S. GEOLOGICAL SURVEY BENCH MARK DISK
 GM0814'STAMPED JICARITA, CEMENTED IN A DRILL HOLE IN A BOULDER WHICH
 GM0814'PROJECTS 8 INCHES.  IT IS ON THE EAST SLOPE OF THE HILL AND
 GM0814'APPROXIMATELY 2 FEET LOWER IN ELEVATION THAN THE STATION.
 GM0814'
 GM0814'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED JICARITA 2
 GM0814'NO 3 1961, IS CEMENTED IN A DRILL HOLE IN A LARGE BOULDER WHICH
 GM0814'PROJECTS 8 INCHES.  IT IS APPROXIMATELY 1 FOOT LOWER IN ELEVATION
 GM0814'THAN THE STATION.
 GM0814'
 GM0814'NOTE--REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
 GM0814'
 GM0814'STATION TROUBLE CAN BE USED AS THE AZIMUTH MARK.
 GM0814
 GM0814                          STATION RECOVERY (1962)
 GM0814
 GM0814'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 GM0814'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0812 ***********************************************************************
 GM0812  DESIGNATION -  JICARITA RM
 GM0812  PID         -  GM0812
 GM0812  STATE/COUNTY-  NM/TAOS
 GM0812  USGS QUAD   -  JICARITA PEAK (1995)
 GM0812
 GM0812                         *CURRENT SURVEY CONTROL
 GM0812  ___________________________________________________________________
 GM0812* NAD 83(1992)-  36 03 19.32586(N)    105 33 44.40211(W)     ADJUSTED  
 GM0812* NAVD 88     -      3913.     (meters)   12838.     (feet)  VERTCON   
 GM0812  ___________________________________________________________________
 GM0812  LAPLACE CORR-           1.08  (seconds)                    DEFLEC99
 GM0812  GEOID HEIGHT-         -16.72  (meters)                     GEOID03
 GM0812
 GM0812  HORZ ORDER  -  SECOND
 GM0812
 GM0812.The horizontal coordinates were established by classical geodetic methods
 GM0812.and adjusted by the National Geodetic Survey in December 1993..
 GM0812
 GM0812.The NAVD 88 height was computed by applying the VERTCON shift value to
 GM0812.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GM0812
 GM0812.The Laplace correction was computed from DEFLEC99 derived deflections.
 GM0812
 GM0812.The geoid height was determined by GEOID03.
 GM0812
 GM0812;                    North         East     Units Scale Factor Converg.
 GM0812;SPC NM C     -   560,874.740   561,953.405   MT  0.99994728   +0 24 17.1
 GM0812;SPC NM C     - 1,840,136.54  1,843,675.46   sFT  0.99994728   +0 24 17.1
 GM0812;SPC NM E     -   561,360.024    54,273.720   MT  1.00006011   -0 43 24.3
 GM0812;SPC NM E     - 1,841,728.68    178,063.03   sFT  1.00006011   -0 43 24.3
 GM0812;UTM  13      - 3,990,235.919   449,353.380   MT  0.99963161   -0 19 51.5
 GM0812
 GM0812!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GM0812!SPC NM C     -   0.99938878  x   0.99994728  =   0.99933609
 GM0812!SPC NM E     -   0.99938878  x   1.00006011  =   0.99944886
 GM0812!UTM  13      -   0.99938878  x   0.99963161  =   0.99902062
 GM0812
 GM0812                          SUPERSEDED SURVEY CONTROL
 GM0812
 GM0812  NAD 83(1986)-  36 03 19.33163(N)    105 33 44.40588(W) AD(       ) 2
 GM0812  NAD 27      -  36 03 19.22200(N)    105 33 42.36270(W) AD(       ) 2
 GM0812  NGVD 29 (07/19/86) 3912.     (m)        12835.     (f) VERT ANG       
 GM0812
 GM0812.Superseded values are not recommended for survey control.
 GM0812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0812.See file dsdata.txt to determine how the superseded data were derived.
 GM0812
 GM0812_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV4935390236(NAD 83)
 GM0812_MARKER: DB = BENCH MARK DISK
 GM0812_SETTING: 80 = SET IN A BOULDER
 GM0812_SP_SET: SET IN DRILL HOLE IN A BOULDER
 GM0812_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GM0812+STABILITY: SURFACE MOTION
 GM0812
 GM0812  HISTORY     - Date     Condition        Report By
 GM0812  HISTORY     - 1961     MONUMENTED       USGS
 GM0812
 GM0812                          STATION DESCRIPTION
 GM0812
 GM0812'DESCRIBED BY US GEOLOGICAL SURVEY 1961 (HWK)
 GM0812'THE STATION IS NEAR THE SOUTHEAST SIDE OF JICARITA PEAK WHICH
 GM0812'IS APPROXIMATELY 15 MILES EAST OF TRUCHAS, 10 MILES WEST OF
 GM0812'HOLMAN AND 8-1/2 MILES SOUTHEAST OF PENASCO.
 GM0812'
 GM0812'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 GM0812'JICARITA 2, DISTANCE BEING 4.385 METERS (14.39 FEET) NORTHEAST
 GM0812'OF STATION JICARITA 2.  THE MARK IS A U.S. GEOLOGICAL BENCH MARK
 GM0812'DISK, STAMPED JICARITA, CEMENTED IN A DRILL HOLE IN A BOULDER
 GM0812'WHICH PROJECTS 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0429 ***********************************************************************
 GN0429  DESIGNATION -  JILON
 GN0429  PID         -  GN0429
 GN0429  STATE/COUNTY-  NM/RIO ARRIBA
 GN0429  USGS QUAD   -  CANJILON MOUNTAIN (1995)
 GN0429
 GN0429                         *CURRENT SURVEY CONTROL
 GN0429  ___________________________________________________________________
 GN0429* NAD 83(1992)-  36 34 04.67628(N)    106 21 05.75036(W)     ADJUSTED  
 GN0429* NAVD 88     -      3329.0    (meters)   10922.     (feet)  VERTCON   
 GN0429  ___________________________________________________________________
 GN0429  LAPLACE CORR-           7.92  (seconds)                    DEFLEC99
 GN0429  GEOID HEIGHT-         -17.36  (meters)                     GEOID03
 GN0429
 GN0429  HORZ ORDER  -  FIRST
 GN0429
 GN0429.The horizontal coordinates were established by classical geodetic methods
 GN0429.and adjusted by the National Geodetic Survey in December 1993..
 GN0429
 GN0429.The NAVD 88 height was computed by applying the VERTCON shift value to
 GN0429.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GN0429
 GN0429.The Laplace correction was computed from DEFLEC99 derived deflections.
 GN0429
 GN0429.The geoid height was determined by GEOID03.
 GN0429
 GN0429;                    North         East     Units Scale Factor Converg.
 GN0429;SPC NM C     -   617,535.286   490,906.653   MT  0.99990102   -0 03 37.9
 GN0429;SPC NM C     - 2,026,030.35  1,610,582.91   sFT  0.99990102   -0 03 37.9
 GN0429;UTM  13      - 4,047,797.091   379,059.931   MT  0.99978020   -0 48 19.2
 GN0429
 GN0429!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GN0429!SPC NM C     -   0.99948054  x   0.99990102  =   0.99938161
 GN0429!UTM  13      -   0.99948054  x   0.99978020  =   0.99926085
 GN0429
 GN0429|---------------------------------------------------------------------|
 GN0429| PID    Reference Object                     Distance      Geod. Az  |
 GN0429|                                                           dddmmss.s |
 GN0429| CD3537 JILON RM 1                           26.635 METERS 03359     |
 GN0429| CD3538 JILON RM 2                           23.189 METERS 12335     |
 GN0429| CD3536 JILON AZ MK                                        1441601.4 |
 GN0429| GN0430 CANJILON                             12.728 METERS 24506     |
 GN0429|---------------------------------------------------------------------|
 GN0429
 GN0429                          SUPERSEDED SURVEY CONTROL
 GN0429
 GN0429  NAD 83(1986)-  36 34 04.67814(N)    106 21 05.75660(W) AD(       ) 1
 GN0429  NAD 27      -  36 34 04.61950(N)    106 21 03.65730(W) AD(       ) 1
 GN0429  NGVD 29 (07/19/86) 3327.5    (m)        10917.     (f) VERT ANG       
 GN0429
 GN0429.Superseded values are not recommended for survey control.
 GN0429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0429.See file dsdata.txt to determine how the superseded data were derived.
 GN0429
 GN0429_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCA7906047797(NAD 83)
 GN0429_MARKER: DS = TRIANGULATION STATION DISK
 GN0429_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GN0429_SP_SET: PREFABRICATED CONCRETE POST
 GN0429
 GN0429  HISTORY     - Date     Condition        Report By
 GN0429  HISTORY     - 1945     MONUMENTED       CGS
 GN0429  HISTORY     - 1951     GOOD             USGS
 GN0429  HISTORY     - 1961     GOOD             CGS
 GN0429  HISTORY     - 19780811 SEE DESCRIPTION  USGS
 GN0429
 GN0429                          STATION DESCRIPTION
 GN0429
 GN0429'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (CAE)
 GN0429'THE STATION IS LOCATED ON A HIGH BARE MOUNTAIN, KNOWN AS
 GN0429'CANJILON MOUNTAIN, WHICH IS THE HIGHEST AND MOST S POINT OF THE
 GN0429'RANGE OF MOUNTAINS LYING NNE OF CANJILON, NEW MEXICO.  IT IS
 GN0429'LOCATED WITHIN CARSON NATIONAL FOREST AND IN APPROXIMATE AIRLINE
 GN0429'DISTANCES IS 26 MILES N OF ABIGUIU, 23 MILES WSW OF TRES PIEDRAS,
 GN0429'15 MILES SE OF TIERRA AMARILLA, AND 9 MILES NE OF CANJILON.
 GN0429'
 GN0429'TO REACH THE STATION FROM THE POST OFFICE IN CANJILON, GO
 GN0429'N ON GRADED DIRT ROAD 0.05 MILE TO A MAIN INTERSECTION.
 GN0429'KEEP STRAIGHT AHEAD ON VALLECITOS ROAD, GOING N AND THEN E,
 GN0429'FOR 4.65 MILES TO A SET OF DIM TRACKS CLIMBING THE HILL ON THE
 GN0429'LEFT SIDE OF THE ROAD.  THESE TRACKS COME JUST BEFORE ROAD CROSSES
 GN0429'SMALL WASH AND 0.4 MILE BEFORE THE TURN-OFF INTO THE
 GN0429'CANJILON FOREST SERVICE GUARD STATION.  TURN LEFT OFF THE
 GN0429'GRADED ROAD AND FOLLOW THE DIM TRACKS UP THE HILL AND INTO
 GN0429'FLATS FOR 0.2 MILE TO WHERE THEY PICK UP AN OLD WAGON ROAD.
 GN0429'BEAR RIGHT ON THE OLD ROAD AND FOLLOW IT UP A RIDGE AND THEN
 GN0429'ACROSS FLATS FOR 1.6 MILES TO A GATE AT A FENCE CORNER.
 GN0429'PASS THROUGH THIS GATE AND CONTINUE FOLLOWING TRACK ROAD
 GN0429'0.2 MILE TO A GRASSY MEADOW ON THE LEFT.  TURN LEFT AND
 GN0429'LEAVE THE TRACK ROAD HERE.  CROSSING THE MEADOW AND GOING
 GN0429'CROSS COUNTRY, PICK YOUR WAY N UP SLOPES FOR 0.4 MILE TO THE
 GN0429'BLAZED F.S. TRAIL TO CANJILON L.O.  ON CANJILON MTN.  BEAR
 GN0429'RIGHT AND FOLLOW THE TRAIL FOR 1.7 MILES TO A PLACE
 GN0429'WHERE THE TRAIL PASSES THROUGH LARGE EVERGREEN TREES.  BEAR
 GN0429'RIGHT HERE THROUGH GAP IN TREES AND THEN IMMEDIATELY BEAR LEFT
 GN0429'GOING SIDEHILL FOR 0.2 MILE TO THE TRAIL AGAIN AT THE SIGN
 GN0429'NUTRIAS CREEK 3.  FOLLOW THE TRAIL AGAIN AND GO 0.5 MILE TO
 GN0429'ANOTHER LARGE GROUP OF GOOD SIZED EVERGREENS AND THE END OF
 GN0429'TRUCK TRAVEL.  FROM HERE PACK UP TRAIL FOR ABOUT 1-1/2
 GN0429'MILES TO THE TOP OF THE MOUNTAIN AND THE STATION.  (IT WAS
 GN0429'FOUND THAT AN OBSERVING PARTY CONSISTING OF FOUR MEN WERE ABLE
 GN0429'TO DRIVE TO THE STATION BY KEEPING TO THE RIGHT OF THE TRAIL
 GN0429'AND THEN PICKING IT UP AGAIN AND FOLLOWING IT UP TO THE STATION.)
 GN0429'
 GN0429'STATION MARK IS A BRONZE STATION DISK STAMPED JILON 1945, AND
 GN0429'WELDED ON THE END OF A 2-INCH CAST-IRON PIPE WHICH PROJECTS
 GN0429'4 INCHES ABOVE THE SURROUNDING SURFACE.  IT IS LOCATED 61-1/2 FEET
 GN0429'WSW OF THE SW CORNER OF THE FOREST SERVICE LOOKOUT CABIN, 38
 GN0429'FEET E OF THE W EDGE OF THE MOUNTAIN, AND 32 FEET NE OF THE
 GN0429'APPROXIMATE HIGHEST POINT OF THE MOUNTAIN.
 GN0429'
 GN0429'REFERENCE MARK 1 IS A BRONZE REFERENCE MARK, STAMPED JILON
 GN0429'NO 1 1945, AND WELDED ON THE END OF A 2-INCH CAST-IRON PIPE
 GN0429'WHICH PROJECTS 3 INCHES ABOVE THE SURROUNDING SURFACE.  IT IS
 GN0429'ABOUT 3 FEET LOWER THAN THE STATION.  IT IS LOCATED NNE OF THE
 GN0429'STATION.
 GN0429'
 GN0429'REFERENCE MARK 2 IS A BRONZE REFERENCE MARK, STAMPED JILON
 GN0429'NO 2 1945, AND WELDED ON THE END OF A 2-INCH CAST-IRON PIPE
 GN0429'WHICH PROJECTS 5 INCHES ABOVE THE SURROUNDING SURFACE.  IT IS
 GN0429'ABOUT 2 FEET LOWER THAN THE STATION.  IT IS LOCATED ESE OF THE
 GN0429'STATION.
 GN0429'
 GN0429'THE U.S.G.S. MARK IS A STANDARD U.S.G.S. BENCH MARK, STAMPED
 GN0429'CANJILON, SET IN A BOULDER WHICH PROJECTS ABOUT 5 INCHES
 GN0429'ABOVE THE SURROUNDING SURFACE, AND IS ABOUT 1 FOOT ABOVE THE
 GN0429'STATION.  IT IS LOCATED SW OF THE STATION.
 GN0429'
 GN0429'THE AZIMUTH MARK IS A BRONZE AZIMUTH DISK, STAMPED JILON 1945,
 GN0429'AND SET IN A BOULDER WHICH PROJECTS 3 INCHES ABOVE THE SURROUNDING
 GN0429'SURFACE.  IT IS LOCATED 1/3 MILE SE OF THE STATION AND 110
 GN0429'YARDS W OF THE END OF THE RIDGE.  TO REACH FROM STATION, GO
 GN0429'SE ALONG THE TOP OF THE RIDGE TO ITS END AND THE AZIMUTH MARK.
 GN0429'
 GN0429'HEIGHT OF LIGHT ABOVE STATION MARK - 10.8 METERS.
 GN0429
 GN0429                          STATION RECOVERY (1951)
 GN0429
 GN0429'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1951 (ATW)
 GN0429'FOUND AS DESCRIBED.
 GN0429'
 GN0429'STATION MARK--A BRONZE STATION DISK, STAMPED ---JILON 1945---,
 GN0429'WELDED ON THE END OF A 2 IN. CAST IRON PIPE WHICH PROJECTS 4 IN.
 GN0429'ABOVE THE SURROUNDING SURFACE.  IT IS LOCATED 61-1/2 FT. WSW.
 GN0429'OF THE SW. CORNER OF THE FOREST SERVICE LOOKOUT CABIN, 38 FT. E.
 GN0429'OF THE W. EDGE OF THE MOUNTAIN, AND 32 FT. NE. OF THE APPROXIMATE
 GN0429'HIGHEST POINT OF THE MOUNTAIN.
 GN0429'
 GN0429'REFERENCE MARKS--NONE.
 GN0429
 GN0429                          STATION RECOVERY (1961)
 GN0429
 GN0429'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (HWK)
 GN0429'THE STATION MARK, REFERENCE MARKS AND THE AZIMUTH MARK WERE
 GN0429'RECOVERED AND FOUND IN GOOD CONDITION.  THE DISTANCES TO THE
 GN0429'REFERENCE MARKS WERE VERIFIED.  THE DIRECTION TO REFERENCE MARK
 GN0429'NO. 2 AND THE AZIMUTH MARK WERE VERIFIED.  THE DIRECTION TO
 GN0429'REFERENCE MARK NO. 1 WAS FOUND TO BE 5 MINUTES 18 SECONDS LESS
 GN0429'THAN THE PREVIOUS DIRECTION.
 GN0429'
 GN0429'FOLLOWING IS A NEW TO REACH THE STATION.
 GN0429'
 GN0429'TO REACH THE STATION FROM THE POST OFFICE IN CANJILON, GO NORTH
 GN0429'ON DIRT ROAD FOR 0.05 MILE TO A CROSSROAD.  CONTINUE NORTH AND
 GN0429'WEST, ON THE DIRT ROAD FOR 5.95 MILES TO A CATTLE GUARD.  TURN
 GN0429'LEFT, NORTH, LEAVING THE DIRT ROAD AND FOLLOW A DIM TRAIL ALONG
 GN0429'THE WEST SIDE OF A FENCE FOR 1.1 MILES TO A FENCE CORNER AND A
 GN0429'WIRE GATE.  PASS THROUGH THE GATE, TURN SHARP LEFT AND CONTINUE
 GN0429'NORTHERLY ON DIM TRAIL FOR 3.7 MILES TO THE TOP OF RIDGE AND
 GN0429'THE AZIMUTH MARK.  TURN LEFT, AND GO NORTHWEST ALONG THE TOP OF
 GN0429'THE RIDGE FOR 0.45 MILE TO A SMALL RANGER CABIN AND THE
 GN0429'STATION.  A 4-WHEEL DRIVE JEEP WAS DRIVEN TO THE STATION.
 GN0429'
 GN0429'NOTE--REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
 GN0429
 GN0429                          STATION RECOVERY (1978)
 GN0429
 GN0429'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978 (RCN)
 GN0429'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0206 ***********************************************************************
 DS0206  DESIGNATION -  JIM
 DS0206  PID         -  DS0206
 DS0206  STATE/COUNTY-  NM/LINCOLN
 DS0206  USGS QUAD   -  MOCKINGBIRD GAP SE (1982)
 DS0206
 DS0206                         *CURRENT SURVEY CONTROL
 DS0206  ___________________________________________________________________
 DS0206* NAD 83(1992)-  33 37 25.72265(N)    106 22 05.66203(W)     ADJUSTED  
 DS0206* NAVD 88     -      2588.575  (meters)    8492.68   (feet)  ADJUSTED  
 DS0206  ___________________________________________________________________
 DS0206  LAPLACE CORR-           7.02  (seconds)                    DEFLEC99
 DS0206  GEOID HEIGHT-         -21.66  (meters)                     GEOID03
 DS0206  DYNAMIC HT  -        2584.351 (meters)    8478.82  (feet)  COMP
 DS0206  MODELED GRAV-     978,909.8   (mgal)                       NAVD 88
 DS0206
 DS0206  HORZ ORDER  -  FIRST
 DS0206  VERT ORDER  -  SECOND    CLASS 0
 DS0206
 DS0206.The horizontal coordinates were established by classical geodetic methods
 DS0206.and adjusted by the National Geodetic Survey in December 1993..
 DS0206
 DS0206.The orthometric height was determined by differential leveling
 DS0206.and adjusted by the National Geodetic Survey in June 1991..
 DS0206
 DS0206.The Laplace correction was computed from DEFLEC99 derived deflections.
 DS0206
 DS0206.The geoid height was determined by GEOID03.
 DS0206
 DS0206.The dynamic height is computed by dividing the NAVD 88
 DS0206.geopotential number by the normal gravity value computed on the
 DS0206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0206.degrees latitude (g = 980.6199 gals.).
 DS0206
 DS0206.The modeled gravity was interpolated from observed gravity values.
 DS0206
 DS0206;                    North         East     Units Scale Factor Converg.
 DS0206;SPC NM C     -   290,937.879   489,029.650   MT  0.99990148   -0 03 55.7
 DS0206;SPC NM C     -   954,518.69  1,604,424.78   sFT  0.99990148   -0 03 55.7
 DS0206;UTM  13      - 3,721,285.463   373,087.085   MT  0.99979857   -0 45 27.9
 DS0206
 DS0206!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS0206!SPC NM C     -   0.99959718  x   0.99990148  =   0.99949870
 DS0206!UTM  13      -   0.99959718  x   0.99979857  =   0.99939583
 DS0206
 DS0206:                Primary Azimuth Mark                     Grid Az
 DS0206:SPC NM C     -  JIM AZ MK                                016 48 44.5
 DS0206:UTM  13      -  JIM AZ MK                                017 30 16.7
 DS0206
 DS0206|---------------------------------------------------------------------|
 DS0206| PID    Reference Object                     Distance      Geod. Az  |
 DS0206|                                                           dddmmss.s |
 DS0206| CD3050 JIM AZ MK                                          0164448.8 |
 DS0206| CD3052 JIM RM 2                             15.083 METERS 24605     |
 DS0206| CD3051 JIM RM 1                              6.646 METERS 33647     |
 DS0206|---------------------------------------------------------------------|
 DS0206
 DS0206                          SUPERSEDED SURVEY CONTROL
 DS0206
 DS0206  NAD 83(1986)-  33 37 25.72958(N)    106 22 05.66488(W) AD(       ) 1
 DS0206  NAD 27      -  33 37 25.46516(N)    106 22 03.64701(W) AD(       ) 1
 DS0206  NGVD 29 (??/??/92) 2587.572  (m)         8489.39   (f) ADJ UNCH    2 0
 DS0206
 DS0206.Superseded values are not recommended for survey control.
 DS0206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0206.See file dsdata.txt to determine how the superseded data were derived.
 DS0206
 DS0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT7308721285(NAD 83)
 DS0206_MARKER: DS = TRIANGULATION STATION DISK
 DS0206_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DS0206_SP_SET: CONCRETE FLOOR
 DS0206_STAMPING: JIM 1959
 DS0206_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DS0206
 DS0206  HISTORY     - Date     Condition        Report By
 DS0206  HISTORY     - 1967     MONUMENTED       DMA
 DS0206  HISTORY     - 1969     GOOD             CGS
 DS0206  HISTORY     - 1969     GOOD             NGS
 DS0206
 DS0206                          STATION DESCRIPTION
 DS0206
 DS0206'DESCRIBED BY DEFENSE MAP AGENCY 1967 (JWC)
 DS0206'THE STATION IS LOCATED ABOUT 28-1/2 MILES WEST OF CARRIZOZO, 28 MILES
 DS0206'NORTHWEST OF THREE RIVERS, 8 MILES SOUTH OF THE NORTH OSCURA RANGE
 DS0206'CENTER AND ON THE EXTREME SOUTH END OF THE OSCURO MOUNTAIN RANGE.
 DS0206'
 DS0206'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 54 AND 70 AT
 DS0206'THE NORTH EDGE OF TULAROSA, GO NORTH ON U.S. HIGHWAY 54 FOR 16.75
 DS0206'MILES TO THREE RIVERS.  CONTINUE NORTH FOR 11.2 MILES TO A SIDE
 DS0206'ROAD LEFT AT OSCURO.  TURN LEFT AND GO WEST ON A GRAVELED ROAD FOR
 DS0206'6.35 MILES TO A LOCKED GATE.  (FOR COMBINATION TO THE GATE, SEE
 DS0206'HEADQUARTERS).  CONTINUE WEST FOR 0.8 MILE TO A SIDE ROAD
 DS0206'RIGHT AND A GUARD SHACK.  CONTINUE WEST FOR 0.6 MILE TO A SIDE
 DS0206'ROAD RIGHT.  TURN RIGHT AND GO NORTHERLY ON A GRAVELED ROAD FOR
 DS0206'13.8 MILES TO A FORK AT THE SUMMIT OF A LOW RIDGE.  TAKE THE LEFT
 DS0206'FORK AND GO NORTHWEST FOR 5.95 MILES TO A REVERSE FORK.
 DS0206'CONTINUE NORTHWEST FOR 2.7 MILES TO A REVERSE FORK.  TURN SHARP
 DS0206'LEFT AND GO WESTERLY ON A GRAVELED ROAD FOR 7.35 MILES TO STATION
 DS0206'4 F 944 (AMS) 1952 ON THE RIGHT.  CONTINUE SOUTHWEST AND SOUTH
 DS0206'ON THE GRAVELED ROAD FOR 1.35 MILES TO A SIDE ROAD LEFT.  (TO
 DS0206'REACH THE AZIMUTH MARK FROM THIS POINT, TURN LEFT AND GO EAST
 DS0206'FOR 0.1 MILE TO A METAL BUILDING AND THE AZIMUTH MARK).
 DS0206'CONTINUE SOUTH FOR 0.5 MILE TO A PAIR OF ASTRO-DOMES AND
 DS0206'THE STATION.
 DS0206'
 DS0206'THE STATION MARK IS A BRONZE DISK OF THE WHITE SANDS PROVING GROUNDS
 DS0206'STAMPED JIM 1959, CEMENTED IN A DRILL HOLE IN A CONCRETE PAD WHICH
 DS0206'SERVES AS THE BASE FOR THE LARGEST ASTRO-DOME.  IT IS 3.4 FEET WEST
 DS0206'OF THE EAST EDGE OF THE PAD, 31 FEET NORTH OF THE NORTHEAST CORNER
 DS0206'OF A METAL BUILDING, 18.6 FEET EAST OF THE WEST EDGE OF THE PAD,
 DS0206'13 FEET SOUTH OF A WOOD POST THAT IS 6 INCHES IN DIAMETER AND
 DS0206'PROJECTS 3 FEET AND 3 FEET NORTH OF THE SOUTH EDGE OF THE PAD.
 DS0206'
 DS0206'REFERENCE MARK 1 IS A BRONZE DISK OF THE WHITE SANDS PROVING
 DS0206'GROUNDS STAMPED JIM NO 1 1959, CEMENTED IN A DRILL HOLE IN THE
 DS0206'NORTHEAST CORNER OF THE PAD.  IT IS 20 FEET WEST OF THE NORTHWEST
 DS0206'CORNER OF THE PAD, 9 FEET NORTH OF THE WOOD POST AND 3 FEET SOUTH
 DS0206'OF THE NORTH EDGE OF THE PAD.
 DS0206'
 DS0206'REFERENCE MARK 2 IS A BRONZE DISK OF THE WHITE SANDS PROVING GROUNDS
 DS0206'STAMPED JIM NO 2 1959, CEMENTED IN A DRILL HOLE IN THE SOUTHEAST
 DS0206'CORNER OF THE PAD.  IT IS 45.7 FEET NORTHWEST OF THE NORTHWEST
 DS0206'CORNER OF THE METAL BUILDING, 35.6 FEET WEST OF THE WEST SIDE OF THE
 DS0206'ASTRO-DOME AND 7.6 FEET SOUTHEAST OF A DOOR TO THE
 DS0206'ASTRO-DOME.
 DS0206'
 DS0206'THE AZIMUTH MARK IS A STANDARD DISK STAMPED JIM WSPG 1959 1966,
 DS0206'CEMENTED IN A DRILL HOLE IN A 1-1/2 X 6 FOOT CONCRETE SLAB THAT
 DS0206'PROJECTS 5 INCHES.  (NORTHEAST ONE OF FOUR SLABS).  IT IS 68 FEET
 DS0206'SOUTH OF THE SOUTHWEST CORNER OF THE METAL BUILDING, 31.5 FEET
 DS0206'EAST OF TWO ELECTRICAL DISTRIBUTION BOXES AND 1.6 FEET SOUTHEAST
 DS0206'OF A WITNESS POST.
 DS0206
 DS0206                          STATION RECOVERY (1969)
 DS0206
 DS0206'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JGC)
 DS0206'THE STATION MARK, STAMPED JIM 1959, IS ABOUT 7.75 MILES NORTHWEST
 DS0206'ALONG WHITE SANDS MISSILE RANGE ROUTE 12 FROM THE STORE AT OSCURO,
 DS0206'THENCE 20.55 MILES NORTHWEST ALONG WHITE SANDS MISSILE RANGE ROUTE
 DS0206'9, THENCE 12.05 MILES SOUTHWEST ALONG ROAD NUMBER 332, IN SECTION
 DS0206'18, T 8 S, R 6 E, SET IN THE TOP OF THE CONCRETE FLOOR OF THE
 DS0206'MORE NORTHEASTERLY OF 2 ASTRODOME SHELTERS, 8 FEET EAST OF
 DS0206'THE EAST EDGE OF THE SHELTER, 3.4 FEET SOUTHWEST OF THE NORTHWEST
 DS0206'EDGE OF THE FLOOR, 3.1 FEET NORTHWEST OF THE SOUTHWEST EDGE OF THE
 DS0206'FLOOR, AND ABOUT 1/2 FOOT ABOVE THE LEVEL OF THE GROUND.
 DS0206'
 DS0206'RM 1, STAMPED JIM NO 1 1959, IS 21.8 FEET NORTHWEST OF THE STATION
 DS0206'MARK, SET IN THE TOP OF THE CONCRETE FLOOR OF THE MORE NORTHEASTERLY
 DS0206'OF 2 ASTRODOME SHELTERS, 4 FEET NORTH OF THE NORTH EDGE OF THE
 DS0206'SHELTER, 3.1 FEET SOUTHEAST OF THE NORTHWEST EDGE OF THE CONCRETE
 DS0206'FLOOR, 2 FEET SOUTHWEST OF THE NORTHWEST EDGE OF THE FLOOR, AND
 DS0206'ABOUT 1/2 FOOT ABOVE THE LEVEL OF THE GROUND.
 DS0206'
 DS0206'RM 2, STAMPED JIM NO 2 1959, IS 49.5 FEET SOUTHWEST OF THE STATION
 DS0206'MARK, SET IN THE TOP OF THE CONCRETE FLOOR OF THE MORE SOUTHWESTERLY
 DS0206'OF 2 ASTRODOME SHELTERS, 8 FEET SOUTHEAST OF THE SOUTHEAST EDGE OF
 DS0206'THE SHELTER, 2.6 FEET NORTHWEST OF THE SOUTHEAST EDGE OF THE
 DS0206'FLOOR, 1.8 FEET SOUTHWEST OF THE NORTHEAST EDGE OF THE FLOOR, AND
 DS0206'ABOUT 1/2 FOOT ABOVE THE LEVEL OF THE GROUND.
 DS0206'
 DS0206'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--40.35 MILES
 DS0206'NORTHWEST.
 DS0206
 DS0206                          STATION RECOVERY (1969)
 DS0206
 DS0206'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 DS0206'40.35 MI NW FROM OSCURO.
 DS0206'ABOUT 7.75 MILES NORTHWEST ALONG WHITE SANDS MISSILE RANGE ROUTE 12
 DS0206'FROM THE STORE AT OSCURO, THENCE 20.55 MILES NORTHWEST ALONG WHITE
 DS0206'SANDS MISSILE RANGE ROUTE 9, THENCE 12.05 MILES SOUTHWEST ALONG ROAD
 DS0206'NUMBER 332, IN SECTION 18, T 8 S, R 6 E, SET IN THE TOP OF THE
 DS0206'CONCRETE FLOOR OF THE MORE NORTHEASTERLY OF 2 ASTRODOME SHELTERS, 8
 DS0206'FEET EAST OF THE EAST EDGE OF THE SHELTER, 3.4 FEET SOUTHWEST OF THE
 DS0206'NORTHEAST EDGE OF THE FLOOR, 3.1 FEET NORTHWEST OF THE SOUTHEAST EDGE
 DS0206'OF THE FLOOR, AND ABOUT 1/2 FOOT ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0705 ***********************************************************************
 CE0705  DESIGNATION -  JIM
 CE0705  PID         -  CE0705
 CE0705  STATE/COUNTY-  NM/DONA ANA
 CE0705  USGS QUAD   -  POTRILLO (1985)
 CE0705
 CE0705                         *CURRENT SURVEY CONTROL
 CE0705  ___________________________________________________________________
 CE0705* NAD 83(1992)-  31 50 23.34464(N)    106 59 42.03621(W)     ADJUSTED  
 CE0705* NAVD 88     -      1559.     (meters)    5115.     (feet)  SCALED    
 CE0705  ___________________________________________________________________
 CE0705  LAPLACE CORR-          -0.09  (seconds)                    DEFLEC99
 CE0705  GEOID HEIGHT-         -24.20  (meters)                     GEOID03
 CE0705
 CE0705  HORZ ORDER  -  THIRD
 CE0705
 CE0705.The horizontal coordinates were established by classical geodetic methods
 CE0705.and adjusted by the National Geodetic Survey in December 1993..
 CE0705
 CE0705.The orthometric height was scaled from a topographic map.
 CE0705
 CE0705.The Laplace correction was computed from DEFLEC99 derived deflections.
 CE0705
 CE0705.The geoid height was determined by GEOID03.
 CE0705
 CE0705;                    North         East     Units Scale Factor Converg.
 CE0705;SPC NM C     -    93,348.807   429,485.709   MT  0.99996130   -0 23 35.0
 CE0705;SPC NM C     -   306,261.88  1,409,071.03   sFT  0.99996130   -0 23 35.0
 CE0705;UTM  13      - 3,524,415.249   311,216.725   MT  1.00003955   -1 03 10.0
 CE0705
 CE0705!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CE0705!SPC NM C     -   0.99975913  x   0.99996130  =   0.99972044
 CE0705!UTM  13      -   0.99975913  x   1.00003955  =   0.99979867
 CE0705
 CE0705:                Primary Azimuth Mark                     Grid Az
 CE0705:SPC NM C     -  RILEY                                    326 23 06.1
 CE0705:UTM  13      -  RILEY                                    327 02 41.1
 CE0705
 CE0705|---------------------------------------------------------------------|
 CE0705| PID    Reference Object                     Distance      Geod. Az  |
 CE0705|                                                           dddmmss.s |
 CE0705| CE0708 RILEY                               APPROX.11.5 KM 3255931.1 |
 CE0705|---------------------------------------------------------------------|
 CE0705
 CE0705                          SUPERSEDED SURVEY CONTROL
 CE0705
 CE0705  NAD 83(1986)-  31 50 23.34853(N)    106 59 42.03345(W) AD(       ) 3
 CE0705  NAD 27      -  31 50 22.97951(N)    106 59 40.00989(W) AD(       ) 3
 CE0705
 CE0705.Superseded values are not recommended for survey control.
 CE0705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0705.See file dsdata.txt to determine how the superseded data were derived.
 CE0705
 CE0705_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR1121724415(NAD 83)
 CE0705_MARKER: Z = SEE DESCRIPTION
 CE0705_SETTING: 0 = UNSPECIFIED SETTING
 CE0705_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CE0705
 CE0705  HISTORY     - Date     Condition        Report By
 CE0705  HISTORY     - 1917     MONUMENTED       USGS
 CE0705
 CE0705                          STATION DESCRIPTION
 CE0705
 CE0705'DESCRIBED BY US GEOLOGICAL SURVEY 1917
 CE0705'3 MI. N. OF POTRILLO STATION ON THE EL PASO AND SOUTHWESTERN RAILROAD,
 CE0705'ON TOP OF A SHARP POINTED CONE SHAPED PEAK, THE LAST PROMINIENT POINT
 CE0705'BUT ONE ON THIS RANGE OF MOUNTAINS. 1.0 MI. N. OF THE EXTREME
 CE0705'SOUTHERN POINT OF THE RANGE.AN OLD WAGON RD. RUNS N. AND S. ON THE W.
 CE0705'SIDE OF THE PEAK, ABOUT 1/4 MI. FROM THE FOOT.  AN OLD E. AND W. RD.
 CE0705'ALSO RUNS UP TO THE FOOT OF THE RANGE A LITTLE N. OF THE PEAK.
 CE0705'
 CE0705'STATION MARK - CROSS CUT IN ROCK, 2 FT. BY 2 FT. ON HIGHEST POINT ON
 CE0705'THE PEAK.
 CE0705'
 CE0705'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0208 ***********************************************************************
 DS0208  DESIGNATION -  JIM RM 1
 DS0208  PID         -  DS0208
 DS0208  STATE/COUNTY-  NM/LINCOLN
 DS0208  USGS QUAD   -  MOCKINGBIRD GAP SE (1982)
 DS0208
 DS0208                         *CURRENT SURVEY CONTROL
 DS0208  ___________________________________________________________________
 DS0208* NAD 83(1986)-  33 37 25.     (N)    106 22 06.     (W)     SCALED    
 DS0208* NAVD 88     -      2588.571  (meters)    8492.67   (feet)  ADJUSTED  
 DS0208  ___________________________________________________________________
 DS0208  GEOID HEIGHT-         -21.66  (meters)                     GEOID03
 DS0208  DYNAMIC HT  -        2584.348 (meters)    8478.82  (feet)  COMP
 DS0208  MODELED GRAV-     978,910.3   (mgal)                       NAVD 88
 DS0208
 DS0208  VERT ORDER  -  SECOND    CLASS 0
 DS0208
 DS0208.The horizontal coordinates were scaled from a topographic map and have
 DS0208.an estimated accuracy of +/- 6 seconds.
 DS0208
 DS0208.The orthometric height was determined by differential leveling
 DS0208.and adjusted by the National Geodetic Survey in June 1991..
 DS0208
 DS0208.The geoid height was determined by GEOID03.
 DS0208
 DS0208.The dynamic height is computed by dividing the NAVD 88
 DS0208.geopotential number by the normal gravity value computed on the
 DS0208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0208.degrees latitude (g = 980.6199 gals.).
 DS0208
 DS0208.The modeled gravity was interpolated from observed gravity values.
 DS0208
 DS0208;                    North         East    Units  Estimated Accuracy
 DS0208;SPC NM C     -   290,920.      489,020.      MT  (+/- 180 meters Scaled)
 DS0208
 DS0208                          SUPERSEDED SURVEY CONTROL
 DS0208
 DS0208  NGVD 29 (??/??/92) 2587.568  (m)         8489.38   (f) ADJ UNCH    2 0
 DS0208
 DS0208.Superseded values are not recommended for survey control.
 DS0208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0208.See file dsdata.txt to determine how the superseded data were derived.
 DS0208
 DS0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT730212(NAD 83)
 DS0208_MARKER: DR = REFERENCE MARK DISK
 DS0208_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DS0208_SP_SET: CONCRETE FLOOR
 DS0208_STAMPING: JIM NO 1 1959
 DS0208_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DS0208
 DS0208  HISTORY     - Date     Condition        Report By
 DS0208  HISTORY     - 1959     MONUMENTED       WSMR
 DS0208  HISTORY     - 1969     GOOD             NGS
 DS0208
 DS0208                          STATION DESCRIPTION
 DS0208
 DS0208'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 DS0208'40.35 MI NW FROM OSCURO.
 DS0208'ABOUT 7.75 MILES NORTHWEST ALONG WHITE SANDS MISSILE RANGE
 DS0208'ROUTE 12 FROM THE STORE AT OSCURO, THENCE 20.55 MILES NORTHWEST ALONG
 DS0208'WHITE SANDS MISSILE RANGE ROUTE 9, THENCE 12.05 MILES SOUTHWEST ALONG
 DS0208'ROAD NUMBER 332, IN SECTION 18, T 8 S, R 6 E, SET IN THE TOP OF THE
 DS0208'CONCRETE FLOOR OF THE MORE NORTHEASTERLY OF 2 ASTRODOME SHELTERS, 4
 DS0208'FEET NORTH OF THE NORTH EDGE OF THE SHELTER, 3.1 FEET SOUTHEAST OF THE
 DS0208'NORTHWEST EDGE OF THE CONCRETE FLOOR, 2 FEET SOUTHWEST OF THE
 DS0208'NORTHEAST EDGE OF THE FLOOR, 21.8 FEET NORTHWEST OF TRIANGULATION
 DS0208'STATION JIM 1959 (WSPG), AND ABOUT 1/2 FOOT ABOVE THE LEVEL OF THE
 DS0208'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0207 ***********************************************************************
 DS0207  DESIGNATION -  JIM RM 2
 DS0207  PID         -  DS0207
 DS0207  STATE/COUNTY-  NM/LINCOLN
 DS0207  USGS QUAD   -  MOCKINGBIRD GAP SE (1982)
 DS0207
 DS0207                         *CURRENT SURVEY CONTROL
 DS0207  ___________________________________________________________________
 DS0207* NAD 83(1986)-  33 37 25.     (N)    106 22 06.     (W)     SCALED    
 DS0207* NAVD 88     -      2589.279  (meters)    8494.99   (feet)  ADJUSTED  
 DS0207  ___________________________________________________________________
 DS0207  GEOID HEIGHT-         -21.66  (meters)                     GEOID03
 DS0207  DYNAMIC HT  -        2585.055 (meters)    8481.13  (feet)  COMP
 DS0207  MODELED GRAV-     978,910.3   (mgal)                       NAVD 88
 DS0207
 DS0207  VERT ORDER  -  SECOND    CLASS 0
 DS0207
 DS0207.The horizontal coordinates were scaled from a topographic map and have
 DS0207.an estimated accuracy of +/- 6 seconds.
 DS0207
 DS0207.The orthometric height was determined by differential leveling
 DS0207.and adjusted by the National Geodetic Survey in June 1991..
 DS0207
 DS0207.The geoid height was determined by GEOID03.
 DS0207
 DS0207.The dynamic height is computed by dividing the NAVD 88
 DS0207.geopotential number by the normal gravity value computed on the
 DS0207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0207.degrees latitude (g = 980.6199 gals.).
 DS0207
 DS0207.The modeled gravity was interpolated from observed gravity values.
 DS0207
 DS0207;                    North         East    Units  Estimated Accuracy
 DS0207;SPC NM C     -   290,920.      489,020.      MT  (+/- 180 meters Scaled)
 DS0207
 DS0207                          SUPERSEDED SURVEY CONTROL
 DS0207
 DS0207  NGVD 29 (??/??/92) 2588.277  (m)         8491.71   (f) ADJ UNCH    2 0
 DS0207
 DS0207.Superseded values are not recommended for survey control.
 DS0207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0207.See file dsdata.txt to determine how the superseded data were derived.
 DS0207
 DS0207_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT730212(NAD 83)
 DS0207_MARKER: DR = REFERENCE MARK DISK
 DS0207_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DS0207_SP_SET: CONCRETE FLOOR
 DS0207_STAMPING: JIM NO 2 1959
 DS0207_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DS0207
 DS0207  HISTORY     - Date     Condition        Report By
 DS0207  HISTORY     - 1959     MONUMENTED       WSMR
 DS0207  HISTORY     - 1969     GOOD             NGS
 DS0207
 DS0207                          STATION DESCRIPTION
 DS0207
 DS0207'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 DS0207'40.35 MI NW FROM OSCURO.
 DS0207'ABOUT 7.75 MILES NORTHWEST ALONG WHITE SANDS MISSILE RANGE ROUTE 12
 DS0207'FROM THE STORE AT OSCURO, THENCE 20.55 MILES NORTHWEST ALONG WHITE
 DS0207'SANDS MISSILE RANGE ROUTE 9, THENCE 12.05 MILES SOUTHWEST ALONG ROAD
 DS0207'NUMBER 332, IN SECTION 18, T 8 S, R 6 E, SET IN THE TOP OF THE
 DS0207'CONCRETE FLOOR OF THE MORE SOUTHWESTERLY OF 2 ASTRODOME SHELTERS, 8
 DS0207'FEET SOUTHEAST OF THE SOUTHEAST EDGE OF THE SHELTER, 2.6 FEET
 DS0207'NORTHWEST OF THE SOUTHEAST EDGE OF THE FLOOR, 1.8 FEET SOUTHWEST OF
 DS0207'THE NORTHEAST EDGE OF THE FLOOR, 49.5 FEET SOUTHWEST OF TRIANGULATION
 DS0207'STATION JIM 1959 (WSPG), AND ABOUT 1/2 FOOT ABOVE THE LEVEL OF THE
 DS0207'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0547 ***********************************************************************
 GN0547  DESIGNATION -  JINNY
 GN0547  PID         -  GN0547
 GN0547  STATE/COUNTY-  NM/RIO ARRIBA
 GN0547  USGS QUAD   -  GOMEZ RANCH (1982)
 GN0547
 GN0547                         *CURRENT SURVEY CONTROL
 GN0547  ___________________________________________________________________
 GN0547* NAD 83(1992)-  36 51 19.26549(N)    107 25 08.36678(W)     ADJUSTED  
 GN0547* NAVD 88     -      2001.0    (meters)    6565.     (feet)  VERTCON   
 GN0547  ___________________________________________________________________
 GN0547  LAPLACE CORR-           4.55  (seconds)                    DEFLEC99
 GN0547  GEOID HEIGHT-         -20.03  (meters)                     GEOID03
 GN0547
 GN0547  HORZ ORDER  -  THIRD
 GN0547  VERT ORDER  -  THIRD ? (See Below)
 GN0547
 GN0547.The horizontal coordinates were established by classical geodetic methods
 GN0547.and adjusted by the National Geodetic Survey in December 1993..
 GN0547
 GN0547.The NAVD 88 height was computed by applying the VERTCON shift value to
 GN0547.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GN0547.The vertical order pertains to the NGVD 29 superseded value.
 GN0547
 GN0547.The Laplace correction was computed from DEFLEC99 derived deflections.
 GN0547
 GN0547.The geoid height was determined by GEOID03.
 GN0547
 GN0547;                    North         East     Units Scale Factor Converg.
 GN0547;SPC NM C     -   650,057.035   395,757.780   MT  1.00003383   -0 42 04.4
 GN0547;SPC NM C     - 2,132,728.79  1,298,415.32   sFT  1.00003383   -0 42 04.4
 GN0547;SPC NM W     -   649,510.109   866,948.081   MT  0.99993348   +0 14 54.7
 GN0547;SPC NM W     - 2,130,934.42  2,844,312.16   sFT  0.99993348   +0 14 54.7
 GN0547;UTM  13      - 4,081,557.724   284,342.560   MT  1.00017299   -1 27 05.3
 GN0547
 GN0547!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GN0547!SPC NM C     -   0.99968921  x   1.00003383  =   0.99972303
 GN0547!SPC NM W     -   0.99968921  x   0.99993348  =   0.99962271
 GN0547!UTM  13      -   0.99968921  x   1.00017299  =   0.99986215
 GN0547
 GN0547:                Primary Azimuth Mark                     Grid Az
 GN0547:SPC NM C     -  FRANCES                                  195 59 54.9
 GN0547:SPC NM W     -  FRANCES                                  195 02 55.8
 GN0547:UTM  13      -  FRANCES                                  196 44 55.8
 GN0547
 GN0547|---------------------------------------------------------------------|
 GN0547| PID    Reference Object                     Distance      Geod. Az  |
 GN0547|                                                           dddmmss.s |
 GN0547| GN0548 FRANCES                             APPROX. 7.0 KM 1951750.5 |
 GN0547|---------------------------------------------------------------------|
 GN0547
 GN0547                          SUPERSEDED SURVEY CONTROL
 GN0547
 GN0547  NAD 83(1992)-  36 51 19.26291(N)    107 25 08.36689(W) AD(       ) 3
 GN0547  NAD 83(1986)-  36 51 19.26223(N)    107 25 08.37219(W) AD(       ) 3
 GN0547  NAD 27      -  36 51 19.24364(N)    107 25 06.20517(W) AD(       ) 3
 GN0547  NGVD 29 (07/19/86) 1999.9    (m)         6561.     (f) LEVELING    3  
 GN0547
 GN0547.Superseded values are not recommended for survey control.
 GN0547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0547.See file dsdata.txt to determine how the superseded data were derived.
 GN0547
 GN0547_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBA8434381558(NAD 83)
 GN0547_MARKER: DD = SURVEY DISK
 GN0547_SETTING: 0 = UNSPECIFIED SETTING
 GN0547_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GN0547
 GN0547  HISTORY     - Date     Condition        Report By
 GN0547  HISTORY     - 1952     MONUMENTED       USGS
 GN0547
 GN0547                          STATION DESCRIPTION
 GN0547
 GN0547'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 GN0547'STATION IS APPROXIMATELY 9.0 MI. AIRLINE S. OF ROSA, NEW MEXICO,
 GN0547'AND APPROXIMATELY 10.3 MI. AIRLINE ENE. OF THE CONFLUENCE OF THE
 GN0547'SAN JUAN AND LOS PINOS RIVERS.  STATION IS ABOUT 2300 FT. W. OF
 GN0547'THE ROSA-GOMEZ RANCH RD., AND N. OF LA JARA CANYON.
 GN0547'
 GN0547'TO REACH STATION FROM THE GOMEZ RANCH IN FRANCES CANYON, PROCEED W.,
 GN0547'AND THE N. ON THE MAIN TRAVELED RD. (DIRT) TOWARD ROSA, NEW MEXICO,
 GN0547'FOR 10.0 MI. CROSSING THE LA JARA ARROYO AND GOING UP ONTO MESA TO
 GN0547'THE N. TO DIM T-RD. TO LEFT.  TURN ONTO DIM RD. AND CONTINUE W. FOR
 GN0547'0.4 MI. TO LOW SAGE COVERED TOP AND STATION.
 GN0547'
 GN0547'STATION MARK--STANDARD USGS BRONZE TABLET, SET IN CONCRETE MONUMENT
 GN0547'LEVEL WITH THE SURROUNDING SURFACE, TABLET IS STAMPED ---JINNY
 GN0547'1952---.
 GN0547'
 GN0547'REFERENCE MARK NO. 1--STANDARD USGS BRONZE TABLET, SET IN CONCRETE
 GN0547'MONUMENT PROJECTING 0.4 FT. ABOVE THE SURROUNDING SURFACE, TABLET IS
 GN0547'STAMPED ---JINNY NO. 1 1952---, 35.39 FT. FROM STATION,
 GN0547'N 39 DEG 34 MIN E.
 GN0547'
 GN0547'REFERENCE MARK NO. 2--STANDARD USGS BRONZE TABLET, SET IN CONCRETE
 GN0547'MONUMENT PROJECTING 0.4 FT. ABOVE THE SURROUNDING SURFACE, TABLET IS
 GN0547'STAMPED ---JINNY NO. 2 1952---, 35.65 FT. FROM STATION,
 GN0547'S 55 DEG 45 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0689 ***********************************************************************
 ER0689  DESIGNATION -  JJJJROA 1
 ER0689  PID         -  ER0689
 ER0689  STATE/COUNTY-  NM/CIBOLA
 ER0689  USGS QUAD   -  ICE CAVES (1995)
 ER0689
 ER0689                         *CURRENT SURVEY CONTROL
 ER0689  ___________________________________________________________________
 ER0689* NAD 83(1992)-  34 59 31.52702(N)    108 05 47.40681(W)     ADJUSTED  
 ER0689* NAVD 88     -      2553.1    (meters)    8376.     (feet)  VERTCON   
 ER0689  ___________________________________________________________________
 ER0689  LAPLACE CORR-          -0.66  (seconds)                    DEFLEC99
 ER0689  GEOID HEIGHT-         -20.31  (meters)                     GEOID03
 ER0689
 ER0689  HORZ ORDER  -  THIRD
 ER0689
 ER0689.The horizontal coordinates were established by classical geodetic methods
 ER0689.and adjusted by the National Geodetic Survey in December 1993..
 ER0689
 ER0689.The NAVD 88 height was computed by applying the VERTCON shift value to
 ER0689.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ER0689
 ER0689.The Laplace correction was computed from DEFLEC99 derived deflections.
 ER0689
 ER0689.The geoid height was determined by GEOID03.
 ER0689
 ER0689;                    North         East     Units Scale Factor Converg.
 ER0689;SPC NM W     -   442,735.877   805,975.486   MT  0.99992378   -0 09 03.3
 ER0689;SPC NM W     - 1,452,542.62  2,644,271.24   sFT  0.99992378   -0 09 03.3
 ER0689;UTM  12      - 3,876,018.646   765,013.635   MT  1.00046568   +1 39 57.7
 ER0689
 ER0689!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ER0689!SPC NM W     -   0.99960260  x   0.99992378  =   0.99952641
 ER0689!UTM  12      -   0.99960260  x   1.00046568  =   1.00006809
 ER0689
 ER0689                          SUPERSEDED SURVEY CONTROL
 ER0689
 ER0689  NAD 83(1992)-  34 59 31.52727(N)    108 05 47.40655(W) AD(       ) 3
 ER0689  NGVD 29 (03/18/92) 2551.9    (m)         8372.     (f) VERT ANG       
 ER0689
 ER0689.Superseded values are not recommended for survey control.
 ER0689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0689.See file dsdata.txt to determine how the superseded data were derived.
 ER0689
 ER0689_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYD6501476019(NAD 83)
 ER0689_MARKER: DS = TRIANGULATION STATION DISK
 ER0689_SETTING: 66 = SET IN ROCK OUTCROP
 ER0689_SP_SET: SET IN ROCK OUTCROP
 ER0689_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ER0689+STABILITY: POSITION/ELEVATION WELL
 ER0689
 ER0689  HISTORY     - Date     Condition        Report By
 ER0689  HISTORY     - 1949     MONUMENTED       USGS
 ER0689
 ER0689                          STATION DESCRIPTION
 ER0689
 ER0689'DESCRIBED BY US GEOLOGICAL SURVEY 1949
 ER0689'STATION IS LOCATED ON A LOW VOLCANIC MOUNTAIN, ABOUT 17.0 MI.
 ER0689'(AIRLINE) SW. OF GRANTS, 15.0 MI. (AIRLINE) ESE. OF EL MORRO NAT.
 ER0689'MON. AND 3.5 MI. (AIRLINE) SSE. OF OSO RIDGE FIRE LOOKOUT AND AIRWAY
 ER0689'BEACON TOWER, STATION IS IN SEC. 22, R 12 W, T 9 N.
 ER0689'
 ER0689'TO REACH STATION FROM GRANTS POST OFFICE, GO W. ON U.S. HIGHWAY NO. 66
 ER0689'FOR 0.75 MI. TO JUNCTION OF STATE HIGHWAY NO. 53.  TURN LEFT OFF
 ER0689'HIGHWAY NO. 66 ACROSS RAILROAD TRACKS AND CONTINUE ALONG HIGHWAY NO.
 ER0689'53 THROUGH SAN RAFAEL (FOLLOW EL MORRO SIGNS) FOR 26.85 MI. TO A FORK.
 ER0689'TAKE LEFT FORK AROUND THE EDGE OF A LAVA FLOW FOR 0.85 MI.  AT THIS
 ER0689'POINT THERE IS A SHARP VOLCANIC MOUNTAIN ON THE RIGHT AND A LARGE
 ER0689'CRATER ACROSS THE LAVA FLOW TO THE LEFT (E.).  THE STATION IS ON THE
 ER0689'MOUNTAIN TO THE RIGHT (W.) ABOUT 30 MINUTE PACK TO TOP.  THE TOP IS A
 ER0689'NARROW HOGBACK ABOUT 100 YDS. LONG.  THE STATION IS ON THE S. END OF
 ER0689'THE HOGBACK.
 ER0689'
 ER0689'STATION MARK--STANDARD TABLET CEMENTED IN ROCK OUTCROP
 ER0689'STAMPED---JJJJROA-1 1949---.
 ER0689'
 ER0689'REFERENCE MARK NO. 1--A COPPER NAIL AND WASHER IN THE CENTER OF A
 ER0689'TRIANGULAR BLAZE ON A PINE TREE, 58.5 FT. FROM STATION MARK.
 ER0689'
 ER0689'REFERENCE MARK NO. 2--A COPPER NAIL AND WASHER IN THE CENTER OF A
 ER0689'TRIANGULAR BLAZE ON A PINE TREE, 37.8 FT. FROM STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0690 ***********************************************************************
 ER0690  DESIGNATION -  JJSOJJ 1
 ER0690  PID         -  ER0690
 ER0690  STATE/COUNTY-  NM/CIBOLA
 ER0690  USGS QUAD   -  CERRO HUECO (1995)
 ER0690
 ER0690                         *CURRENT SURVEY CONTROL
 ER0690  ___________________________________________________________________
 ER0690* NAD 83(1992)-  34 58 34.59123(N)    108 13 42.80499(W)     ADJUSTED  
 ER0690* NAVD 88     -      2296.1    (meters)    7533.     (feet)  VERTCON   
 ER0690  ___________________________________________________________________
 ER0690  LAPLACE CORR-           2.43  (seconds)                    DEFLEC99
 ER0690  GEOID HEIGHT-         -20.40  (meters)                     GEOID03
 ER0690
 ER0690  HORZ ORDER  -  THIRD
 ER0690
 ER0690.The horizontal coordinates were established by classical geodetic methods
 ER0690.and adjusted by the National Geodetic Survey in December 1993..
 ER0690
 ER0690.The NAVD 88 height was computed by applying the VERTCON shift value to
 ER0690.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ER0690
 ER0690.The Laplace correction was computed from DEFLEC99 derived deflections.
 ER0690
 ER0690.The geoid height was determined by GEOID03.
 ER0690
 ER0690;                    North         East     Units Scale Factor Converg.
 ER0690;SPC NM W     -   441,021.154   793,913.258   MT  0.99993271   -0 13 35.6
 ER0690;SPC NM W     - 1,446,916.90  2,604,697.08   sFT  0.99993271   -0 13 35.6
 ER0690;UTM  12      - 3,873,921.379   753,005.834   MT  1.00038900   +1 35 22.3
 ER0690
 ER0690!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ER0690!SPC NM W     -   0.99964292  x   0.99993271  =   0.99957565
 ER0690!UTM  12      -   0.99964292  x   1.00038900  =   1.00003178
 ER0690
 ER0690                          SUPERSEDED SURVEY CONTROL
 ER0690
 ER0690  NAD 83(1992)-  34 58 34.59157(N)    108 13 42.80463(W) AD(       ) 3
 ER0690  NGVD 29 (03/18/92) 2295.0    (m)         7530.     (f) VERT ANG       
 ER0690
 ER0690.Superseded values are not recommended for survey control.
 ER0690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0690.See file dsdata.txt to determine how the superseded data were derived.
 ER0690
 ER0690_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYD5300673921(NAD 83)
 ER0690_MARKER: DS = TRIANGULATION STATION DISK
 ER0690_SETTING: 66 = SET IN ROCK OUTCROP
 ER0690_SP_SET: SET IN ROCK OUTCROP
 ER0690_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ER0690+STABILITY: POSITION/ELEVATION WELL
 ER0690
 ER0690  HISTORY     - Date     Condition        Report By
 ER0690  HISTORY     - 1949     MONUMENTED       USGS
 ER0690
 ER0690                          STATION DESCRIPTION
 ER0690
 ER0690'DESCRIBED BY US GEOLOGICAL SURVEY 1949
 ER0690'STATION IS LOCATED ON A LOW OPEN ROLLING HILL, THE HIGHEST ONE IN THE
 ER0690'NEAR VICINITY, ABOUT 8.5 MI. (AIRLINE) SE. OF EL MORRO NATL. MON.,
 ER0690'25.0 MI. (AIRLINE) SW. OF GRANTS, AND 8.0 MI. (AIRLINE) SSE. OF
 ER0690'TENAJA.  STATION IS IN SEC. 32, R 13 W, T 9 N.
 ER0690'
 ER0690'TO REACH STATION FROM EL MORRO POST OFFICE, GO E. ON STATE HIGHWAY NO.
 ER0690'53 FOR 0.8 MI. TO A FORK.  TAKE RIGHT FORK (SE.) A TRACK RD. FOR 1.4
 ER0690'MI. TO A CATTLEGUARD, CROSS AND CONTINUE ON FOR 0.4 MI. TO FORK.  TAKE
 ER0690'LEFT FORK FOR 0.8 MI. TO A WIRE GATE, PASS THROUGH GATE, AND CONTINUE
 ER0690'ON (S.) FOR ABOUT 300 FT., AND TAKE A LEFT FORK FOR 1.25 MI. TO A
 ER0690'FORK, TAKE RIGHT FORK (SSE.) FOR 0.15 MI. TO A CATTLEGUARD.  CROSS
 ER0690'AND CONTINUE ON (SSE.) FOR 1.1 MI. TO A GATE IN A JOG OF A N-S. FENCE
 ER0690'LINE, PASS THROUGH GATE AND CONTINUE ON (S.) FOR 1.1 MI. TO A GATE IN
 ER0690'A E-W. FENCE LINE.  PASS THROUGH GATE AND DRIVE CROSS COUNTRY ON A
 ER0690'BEARING OF ABOUT 5 DEGREES N. OF E. FOR 1.9 MI. TO HIGHEST HILL AND
 ER0690'STATION SITE.
 ER0690'
 ER0690'STATION MARK--STANDARD TABLET CEMENTED IN ROCK OUTCROP
 ER0690'STAMPED---JJSOJJ-1 1949---.
 ER0690'
 ER0690'REFERENCE MARK NO. 1--AN IRON STAKE IN A ROCK CAIRN 84.2 FT. FROM
 ER0690'STATION MARK.
 ER0690'
 ER0690'REFERENCE MARK NO. 2--AN IRON STAKE IN A ROCK CAIRN 22.6 FT. FROM
 ER0690'STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0838 ***********************************************************************
 CW0838  DESIGNATION -  JL 2
 CW0838  PID         -  CW0838
 CW0838  STATE/COUNTY-  NM/EDDY
 CW0838  USGS QUAD   -  SIXTEENMILE DRAW EAST (1989)
 CW0838
 CW0838                         *CURRENT SURVEY CONTROL
 CW0838  ___________________________________________________________________
 CW0838* NAD 83(1992)-  32 52 09.02852(N)    104 46 25.33197(W)     ADJUSTED  
 CW0838* NAVD 88     -      1264.2    (meters)    4148.     (feet)  VERTCON   
 CW0838  ___________________________________________________________________
 CW0838  LAPLACE CORR-          -5.15  (seconds)                    DEFLEC99
 CW0838  GEOID HEIGHT-         -22.39  (meters)                     GEOID03
 CW0838
 CW0838  HORZ ORDER  -  THIRD
 CW0838  VERT ORDER  -  THIRD ? (See Below)
 CW0838
 CW0838.The horizontal coordinates were established by classical geodetic methods
 CW0838.and adjusted by the National Geodetic Survey in December 1993..
 CW0838
 CW0838.The NAVD 88 height was computed by applying the VERTCON shift value to
 CW0838.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CW0838.The vertical order pertains to the NGVD 29 superseded value.
 CW0838
 CW0838.The Laplace correction was computed from DEFLEC99 derived deflections.
 CW0838
 CW0838.The geoid height was determined by GEOID03.
 CW0838
 CW0838;                    North         East     Units Scale Factor Converg.
 CW0838;SPC NM E     -   207,331.862   123,788.959   MT  0.99993002   -0 14 20.4
 CW0838;SPC NM E     -   680,221.28    406,130.94   sFT  0.99993002   -0 14 20.4
 CW0838;SPC NM C     -   208,210.167   638,160.436   MT  1.00013529   +0 48 04.8
 CW0838;SPC NM C     -   683,102.86  2,093,698.03   sFT  1.00013529   +0 48 04.8
 CW0838;UTM  13      - 3,636,806.469   521,170.858   MT  0.99960553   +0 07 22.1
 CW0838
 CW0838!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CW0838!SPC NM E     -   0.99980507  x   0.99993002  =   0.99973510
 CW0838!SPC NM C     -   0.99980507  x   1.00013529  =   0.99994033
 CW0838!UTM  13      -   0.99980507  x   0.99960553  =   0.99941068
 CW0838
 CW0838:                Primary Azimuth Mark                     Grid Az
 CW0838:SPC NM E     -  PARKS                                    313 30 02.1
 CW0838:SPC NM C     -  PARKS                                    312 27 36.9
 CW0838:UTM  13      -  PARKS                                    313 08 19.6
 CW0838
 CW0838|---------------------------------------------------------------------|
 CW0838| PID    Reference Object                     Distance      Geod. Az  |
 CW0838|                                                           dddmmss.s |
 CW0838| CW0836 PARKS                               APPROX. 8.2 KM 3131541.7 |
 CW0838|---------------------------------------------------------------------|
 CW0838
 CW0838                          SUPERSEDED SURVEY CONTROL
 CW0838
 CW0838  NAD 83(1986)-  32 52 09.03509(N)    104 46 25.32625(W) AD(       ) 3
 CW0838  NAD 27      -  32 52 08.65346(N)    104 46 23.42911(W) AD(       ) 3
 CW0838  NGVD 29 (07/19/86) 1263.6    (m)         4146.     (f) LEVELING    3  
 CW0838
 CW0838.Superseded values are not recommended for survey control.
 CW0838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0838.See file dsdata.txt to determine how the superseded data were derived.
 CW0838
 CW0838_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES2117136806(NAD 83)
 CW0838_MARKER: DD = SURVEY DISK
 CW0838_SETTING: 0 = UNSPECIFIED SETTING
 CW0838_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CW0838
 CW0838  HISTORY     - Date     Condition        Report By
 CW0838  HISTORY     - 1947     MONUMENTED       USGS
 CW0838
 CW0838                          STATION DESCRIPTION
 CW0838
 CW0838'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 CW0838'STATION IS LOCATED ABOUT 2 MI. (AIRLINE) W., ABOUT 3 MI. N. OF HOPE,
 CW0838'NEW MEXICO, AND 34 FT. E. OF DIRT TRACK RD.
 CW0838'
 CW0838'TO REACH STATION FROM SCHOOL HOUSE IN HOPE, NEW MEXICO, PROCEED W. ON
 CW0838'HIGHWAY NO. 83 FOR 2.3 MI. TO A GRADED RD. N.  TURN N. AND PROCEED
 CW0838'1.75 MI. TO FORK, FOLLOW RIGHT FORK ON W. SIDE OF FENCE FOR 0.6 MI.
 CW0838'TO GRADED RD.  TURN E. ON GRADED RD. FOR 100 FT. OVER CATTLEGUARD,
 CW0838'TURN N. ON E. SIDE OF FENCE AND PROCEED 1.0 MI. TO STATION.
 CW0838'
 CW0838'STATION MARK--STANDARD USGS TABLET SET IN CONCRETE MONUMENT PROJECTING
 CW0838'0.4 FT. ABOVE GROUND, AND STAMPED ---BM JL-2 1947---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ1113 ***********************************************************************
 EQ1113  DESIGNATION -  JOAQUIN
 EQ1113  PID         -  EQ1113
 EQ1113  STATE/COUNTY-  NM/VALENCIA
 EQ1113  USGS QUAD   -  RIO PUERCO (1991)
 EQ1113
 EQ1113                         *CURRENT SURVEY CONTROL
 EQ1113  ___________________________________________________________________
 EQ1113* NAD 83(1992)-  34 52 00.60036(N)    106 55 05.70320(W)     ADJUSTED  
 EQ1113* NAVD 88     -      1709.     (meters)    5607.     (feet)  SCALED    
 EQ1113  ___________________________________________________________________
 EQ1113  LAPLACE CORR-          -0.89  (seconds)                    DEFLEC99
 EQ1113  GEOID HEIGHT-         -21.80  (meters)                     GEOID03
 EQ1113
 EQ1113  HORZ ORDER  -  THIRD
 EQ1113
 EQ1113.The horizontal coordinates were established by classical geodetic methods
 EQ1113.and adjusted by the National Geodetic Survey in December 1993..
 EQ1113
 EQ1113.The orthometric height was scaled from a topographic map.
 EQ1113
 EQ1113.The Laplace correction was computed from DEFLEC99 derived deflections.
 EQ1113
 EQ1113.The geoid height was determined by GEOID03.
 EQ1113
 EQ1113;                    North         East     Units Scale Factor Converg.
 EQ1113;SPC NM C     -   429,005.966   438,903.560   MT  0.99994599   -0 22 55.3
 EQ1113;SPC NM C     - 1,407,497.07  1,439,969.43   sFT  0.99994599   -0 22 55.3
 EQ1113;UTM  13      - 3,859,953.868   324,661.878   MT  0.99997892   -1 05 48.8
 EQ1113
 EQ1113!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EQ1113!SPC NM C     -   0.99973524  x   0.99994599  =   0.99968125
 EQ1113!UTM  13      -   0.99973524  x   0.99997892  =   0.99971417
 EQ1113
 EQ1113                          SUPERSEDED SURVEY CONTROL
 EQ1113
 EQ1113  NAD 83(1992)-  34 52 00.60487(N)    106 55 05.70366(W) AD(       ) 3
 EQ1113
 EQ1113.Superseded values are not recommended for survey control.
 EQ1113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ1113.See file dsdata.txt to determine how the superseded data were derived.
 EQ1113
 EQ1113_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU2466259954(NAD 83)
 EQ1113_MARKER: DB = BENCH MARK DISK
 EQ1113_SETTING: 0 = UNSPECIFIED SETTING
 EQ1113_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EQ1113
 EQ1113  HISTORY     - Date     Condition        Report By
 EQ1113  HISTORY     - 1946     MONUMENTED       USGS
 EQ1113
 EQ1113                          STATION DESCRIPTION
 EQ1113
 EQ1113'DESCRIBED BY US GEOLOGICAL SURVEY 1946
 EQ1113'STATION LOCATED IN T 7 N, R 1 W, IN THE NE. 1/4 SEC. 3, IN THE JOAQUIN
 EQ1113'SEDILLO GRANT ON THE HIGHEST POINT OF A LOW RIDGE.
 EQ1113'
 EQ1113'THE STATION IS BEST REACHED BY LEAVING U.S. HIGHWAY 85 ON A MAIN RANCH
 EQ1113'RD. WHICH LEADS SW. PASSING BY THE S. SIDE OF A WINDMILL AT 0.3 MI.,
 EQ1113'CONTINUE WESTERLY FOR 7.9 MI. TO RD. FORK, CONTINUE STRAIGHT AHEAD ON
 EQ1113'LEFT HAND FORK 3.7 MI. TO RD. FORK S., TURN LEFT THROUGH WIRE GATE AND
 EQ1113'FOLLOW RD. 1.7 MI., TURN W. ACROSS GRASS FOR 0.4 MI., THE STATION IS
 EQ1113'0.2 MI. S.
 EQ1113'
 EQ1113'STATION MARK--A STANDARD BENCH MARK TABLET CEMENTED IN ROCK IN PLACE,
 EQ1113'STAMPED---JOAQUIN 1946---.
 EQ1113'
 EQ1113'REFERENCE MARK NO. 1--STANDARD REFERENCE TABLET CEMENTED IN ROCK IN
 EQ1113'PLACE, 26.52 FT. FROM STATION.
 EQ1113'
 EQ1113'REFERENCE MARK NO. 2--STANDARD REFERENCE TABLET CEMENTED IN ROCK IN
 EQ1113'PLACE, 31.25 FT. FROM STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0273 ***********************************************************************
 EP0273  DESIGNATION -  JOFFRE
 EP0273  PID         -  EP0273
 EP0273  STATE/COUNTY-  NM/GUADALUPE
 EP0273  USGS QUAD   -  GACHO HILL (1981)
 EP0273
 EP0273                         *CURRENT SURVEY CONTROL
 EP0273  ___________________________________________________________________
 EP0273* NAD 83(1992)-  34 29 02.38069(N)    105 03 16.57783(W)     ADJUSTED  
 EP0273* NAVD 88     -      1752.469  (meters)    5749.56   (feet)  ADJUSTED  
 EP0273  ___________________________________________________________________
 EP0273  LAPLACE CORR-          -6.71  (seconds)                    DEFLEC99
 EP0273  GEOID HEIGHT-         -21.59  (meters)                     GEOID03
 EP0273  DYNAMIC HT  -        1749.998 (meters)    5741.45  (feet)  COMP
 EP0273  MODELED GRAV-     979,162.9   (mgal)                       NAVD 88
 EP0273
 EP0273  HORZ ORDER  -  FIRST
 EP0273  VERT ORDER  -  FIRST     CLASS II
 EP0273
 EP0273.The horizontal coordinates were established by classical geodetic methods
 EP0273.and adjusted by the National Geodetic Survey in December 1993..
 EP0273
 EP0273.The orthometric height was determined by differential leveling
 EP0273.and adjusted by the National Geodetic Survey in June 1991..
 EP0273
 EP0273.The Laplace correction was computed from DEFLEC99 derived deflections.
 EP0273
 EP0273.The geoid height was determined by GEOID03.
 EP0273
 EP0273.The dynamic height is computed by dividing the NAVD 88
 EP0273.geopotential number by the normal gravity value computed on the
 EP0273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EP0273.degrees latitude (g = 980.6199 gals.).
 EP0273
 EP0273.The modeled gravity was interpolated from observed gravity values.
 EP0273
 EP0273;                    North         East     Units Scale Factor Converg.
 EP0273;SPC NM E     -   386,576.050    98,751.160   MT  0.99996317   -0 24 30.2
 EP0273;SPC NM E     - 1,268,291.59    323,986.10   sFT  0.99996317   -0 24 30.2
 EP0273;UTM  13      - 3,815,823.815   494,986.130   MT  0.99960031   -0 01 51.3
 EP0273
 EP0273!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EP0273!SPC NM E     -   0.99972837  x   0.99996317  =   0.99969155
 EP0273!UTM  13      -   0.99972837  x   0.99960031  =   0.99932879
 EP0273
 EP0273|---------------------------------------------------------------------|
 EP0273| PID    Reference Object                     Distance      Geod. Az  |
 EP0273|                                                           dddmmss.s |
 EP0273| EP0274 JOFFRE RM 1                          21.190 METERS 14703     |
 EP0273| EP0275 JOFFRE RM 2                          19.383 METERS 24132     |
 EP0273| EP0589 VAUGHN WATER TANK                   APPROX.18.1 KM 3131323.2 |
 EP0273| EP0272 JOFFRE AZ MK                                       3564317.0 |
 EP0273|---------------------------------------------------------------------|
 EP0273
 EP0273                          SUPERSEDED SURVEY CONTROL
 EP0273
 EP0273  NAD 83(1986)-  34 29 02.38677(N)    105 03 16.57753(W) AD(       ) 1
 EP0273  NAD 27      -  34 29 02.12700(N)    105 03 14.59300(W) AD(       ) 1
 EP0273  NGVD 29 (??/??/92) 1751.687  (m)         5746.99   (f) ADJ UNCH    1 2
 EP0273
 EP0273.Superseded values are not recommended for survey control.
 EP0273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EP0273.See file dsdata.txt to determine how the superseded data were derived.
 EP0273
 EP0273_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDU9498615824(NAD 83)
 EP0273_MARKER: DS = TRIANGULATION STATION DISK
 EP0273_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 EP0273_STAMPING: JOFFRE 1934
 EP0273_MARK LOGO: CGS   
 EP0273_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EP0273
 EP0273  HISTORY     - Date     Condition        Report By
 EP0273  HISTORY     - 1934     MONUMENTED       CGS
 EP0273  HISTORY     - 1958     GOOD             NGS
 EP0273  HISTORY     - 1963     GOOD             USAF
 EP0273  HISTORY     - 1974     SEE DESCRIPTION  USGS
 EP0273  HISTORY     - 1974     GOOD             USGS
 EP0273  HISTORY     - 1983     GOOD             NGS
 EP0273
 EP0273                          STATION DESCRIPTION
 EP0273
 EP0273'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 EP0273'ABOUT 12 MILES SOUTHEAST OF VAUGHN, ABOUT 1 MILE SOUTHWEST OF
 EP0273'THE RAILWAY STATION IN JOFFRE, ABOUT 0.4 MILE EAST OF STATE
 EP0273'HIGHWAY 2 (U.S. HIGHWAY 285), AND ON HIGHEST POINT OF A RIDGE
 EP0273'WHICH IS THE FIRST ON THE SOUTH SIDE OF THE RAILWAY.  TO REACH
 EP0273'FROM VAUGHN, GO EAST 10.8 MILES ON U.S. HIGHWAY 60, TURN SOUTH
 EP0273'ONTO STATE HIGHWAY 2 (U.S. HIGHWAY 285) AND GO 0.9 MILE TO
 EP0273'TOP OF RIDGE, TURN EAST AND FOLLOW AN OLD ROAD 0.4 MILE ALONG
 EP0273'THE TOP OF RIDGE TO THE STATION.  THE STATION, REFERENCE, AND
 EP0273'AZIMUTH MARKS ARE STANDARD DISKS SET IN CONCRETE.
 EP0273'THE UNDERGROUND MARK IS A STANDARD DISK
 EP0273'SET IN BEDROCK.  REFERENCE MARK NO. 1 IS
 EP0273'21.190 METERS (69.52 FEET) FROM STATION S 32 DEG 57 MIN E,
 EP0273'AND NO. 2 IS 19.383 METERS (63.59 FEET) FROM STATION
 EP0273'S 61 DEG 32 MIN W.  THE AZIMUTH MARK IS 39 FEET WEST OF
 EP0273'THE CENTER OF STATE HIGHWAY 2 AT A POINT 56 YARDS SOUTH OF
 EP0273'THE RAILROAD UNDERPASS, AND APPROXIMATELY 3/4 MILE FROM
 EP0273'STATION N 04 DEG 17 MIN W.
 EP0273
 EP0273                          STATION RECOVERY (1958)
 EP0273
 EP0273'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 EP0273'11.95 MI SE FROM VAUGHN.
 EP0273'ABOUT 11.1 MILES SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 EP0273'RAILWAY FROM THE STATION AT VAUGHN, THENCE ABOUT 0.5 MILE SOUTHWEST
 EP0273'ALONG A DIRT ROAD, THENCE ABOUT 0.35 MILE SOUTHEAST ALONG A RIDGE, ON
 EP0273'THE FIRST RIDGE SOUTHWEST OF THE RAILWAY, ABOUT 0.5 MILE SOUTHWEST OF
 EP0273'THE RAILWAY SECTION FOREMANS HOUSE, 69 1/2 FEET NORTHWEST OF JOFFRE
 EP0273'R.M. 1, 63 1/2 FEET NORTHEAST OF JOFFRE R.M. 2, 4 FEET SOUTHEAST OF A
 EP0273'METAL WITNESS POST, AND IN THE TOP OF A CONCRETE POST PROJECTING 9
 EP0273'INCHES.
 EP0273
 EP0273                          STATION RECOVERY (1963)
 EP0273
 EP0273'RECOVERY NOTE BY US AIR FORCE 1963
 EP0273'STATION FOUND IN GOOD CONDITION.  PREVIOUS DESCRIPTION ADEQUATE.
 EP0273
 EP0273                          STATION RECOVERY (1974)
 EP0273
 EP0273'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974 (SDC)
 EP0273'TO REACH THE STATION FROM THE JUNCTION OF U.S. HWY. 285 AND
 EP0273'U.S. HWY. 60 AT THE EAST EDGE OF VAUGHN, N. MEX., GO S.E. ON
 EP0273'U.S. HWY. 285 FOR 11.4 MILES.  TURN LEFT OFF HWY. AND FOLLOW
 EP0273'GRADED ROAD N.E. FOR 1.35 MILE TO DIM ROAD FORK.  TAKE LEFT
 EP0273'FORK AROUND EAST SIDE OF CORRAL AND ON NORTH FOR 1.2 MILES.  TURN
 EP0273'RIGHT OFF ROAD AND DRIVE S.E. ACCROSS COUNTRY, ALONG RIDGE FOR
 EP0273'0.4 MILES TO STATION SITE.
 EP0273
 EP0273                          STATION RECOVERY (1974)
 EP0273
 EP0273'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 EP0273'DESCRIPTION AND POSITION LISTED IN NGS QUAD 34105-2, STATION 1001.
 EP0273'
 EP0273'RECOVERED AND REDESCRIBED BY USGS IN 1974 AS FOLLOWS
 EP0273'
 EP0273'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 285 AND U.S.
 EP0273'HIGHWAY 60 AT THE E. EDGE OF VAUGHN, NEW MEXICO, GO SE. ON U.S.
 EP0273'HIGHWAY 285 FOR 11.4 MI.  TURN LEFT OFF HIGHWAY AND FOLLOW GRADED RD.
 EP0273'NE. FOR 1.35 MI. TO DIM RD. FORK.  TAKE LEFT FORK AROUND E. SIDE OF
 EP0273'CORRAL AND ON N. FOR 1.2 MI.  TURN RIGHT OFF RD. AND DRIVE SE. ACROSS
 EP0273'COUNTRY, ALONG RIDGE FOR 0.4 MI. TO STATION SITE.
 EP0273'
 EP0273'STATION MARK--STANDARD USC AND GS DISK SET IN CONCRETE POST PROJECTING
 EP0273'0.3 FT., STAMPED---JOFFRE 1934---.
 EP0273
 EP0273                          STATION RECOVERY (1983)
 EP0273
 EP0273'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 EP0273'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0272 ***********************************************************************
 EP0272  DESIGNATION -  JOFFRE AZ MK
 EP0272  PID         -  EP0272
 EP0272  STATE/COUNTY-  NM/GUADALUPE
 EP0272  USGS QUAD   -  GACHO HILL (1981)
 EP0272
 EP0272                         *CURRENT SURVEY CONTROL
 EP0272  ___________________________________________________________________
 EP0272* NAD 83(1986)-  34 29 40.     (N)    105 03 19.     (W)     SCALED    
 EP0272* NAVD 88     -      1716.297  (meters)    5630.88   (feet)  ADJUSTED  
 EP0272  ___________________________________________________________________
 EP0272  GEOID HEIGHT-         -21.57  (meters)                     GEOID03
 EP0272  DYNAMIC HT  -        1713.879 (meters)    5622.95  (feet)  COMP
 EP0272  MODELED GRAV-     979,165.7   (mgal)                       NAVD 88
 EP0272
 EP0272  VERT ORDER  -  FIRST     CLASS II
 EP0272
 EP0272.The horizontal coordinates were scaled from a topographic map and have
 EP0272.an estimated accuracy of +/- 6 seconds.
 EP0272
 EP0272.The orthometric height was determined by differential leveling
 EP0272.and adjusted by the National Geodetic Survey in June 1991..
 EP0272
 EP0272.The geoid height was determined by GEOID03.
 EP0272
 EP0272.The dynamic height is computed by dividing the NAVD 88
 EP0272.geopotential number by the normal gravity value computed on the
 EP0272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EP0272.degrees latitude (g = 980.6199 gals.).
 EP0272
 EP0272.The modeled gravity was interpolated from observed gravity values.
 EP0272
 EP0272;                    North         East    Units  Estimated Accuracy
 EP0272;SPC NM E     -   387,740.       98,700.      MT  (+/- 180 meters Scaled)
 EP0272
 EP0272                          SUPERSEDED SURVEY CONTROL
 EP0272
 EP0272  NGVD 29 (??/??/92) 1715.516  (m)         5628.32   (f) ADJ UNCH    1 2
 EP0272
 EP0272.Superseded values are not recommended for survey control.
 EP0272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EP0272.See file dsdata.txt to determine how the superseded data were derived.
 EP0272
 EP0272_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDU949169(NAD 83)
 EP0272_MARKER: DZ = AZIMUTH MARK DISK
 EP0272_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EP0272_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EP0272_STAMPING: JOFFRE AZIMUTH 1934
 EP0272_MARK LOGO: CGS   
 EP0272_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EP0272+STABILITY: SURFACE MOTION
 EP0272
 EP0272  HISTORY     - Date     Condition        Report By
 EP0272  HISTORY     - 1934     MONUMENTED       CGS
 EP0272  HISTORY     - 1975     GOOD             USGS
 EP0272  HISTORY     - 1983     GOOD             NGS
 EP0272
 EP0272                          STATION DESCRIPTION
 EP0272
 EP0272'DESCRIBED BY US GEOLOGICAL SURVEY 1975
 EP0272'0.7 MI NW FROM JOFFRE.
 EP0272'ABOUT 0.7 MILE NW ALONG AT AND S RR FROM THE RR SIGN AT JOFFRE, SIDING
 EP0272'TO A RR BRIDGE, THEN 84 FT. SOUTH AND 48 FT. WEST FROM A FENCE CORNER
 EP0272'SE OF THE RR BRIDGE, A STANDARD DISK STAMPED JOFFRE AZIMUTH 1934 AND
 EP0272'SET IN THE TOP OF A CONCRETE POST.
 EP0272
 EP0272                          STATION RECOVERY (1983)
 EP0272
 EP0272'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 EP0272'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0274 ***********************************************************************
 EP0274  DESIGNATION -  JOFFRE RM 1
 EP0274  PID         -  EP0274
 EP0274  STATE/COUNTY-  NM/GUADALUPE
 EP0274  USGS QUAD   -  GACHO HILL (1981)
 EP0274
 EP0274                         *CURRENT SURVEY CONTROL
 EP0274  ___________________________________________________________________
 EP0274* NAD 83(1986)-  34 29 03.     (N)    105 03 15.     (W)     SCALED    
 EP0274* NAVD 88     -      1752.315  (meters)    5749.05   (feet)  ADJUSTED  
 EP0274  ___________________________________________________________________
 EP0274  GEOID HEIGHT-         -21.59  (meters)                     GEOID03
 EP0274  DYNAMIC HT  -        1749.845 (meters)    5740.95  (feet)  COMP
 EP0274  MODELED GRAV-     979,163.1   (mgal)                       NAVD 88
 EP0274
 EP0274  VERT ORDER  -  FIRST     CLASS II
 EP0274
 EP0274.The horizontal coordinates were scaled from a topographic map and have
 EP0274.an estimated accuracy of +/- 6 seconds.
 EP0274
 EP0274.The orthometric height was determined by differential leveling
 EP0274.and adjusted by the National Geodetic Survey in June 1991..
 EP0274
 EP0274.The geoid height was determined by GEOID03.
 EP0274
 EP0274.The dynamic height is computed by dividing the NAVD 88
 EP0274.geopotential number by the normal gravity value computed on the
 EP0274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EP0274.degrees latitude (g = 980.6199 gals.).
 EP0274
 EP0274.The modeled gravity was interpolated from observed gravity values.
 EP0274
 EP0274;                    North         East    Units  Estimated Accuracy
 EP0274;SPC NM E     -   386,600.       98,790.      MT  (+/- 180 meters Scaled)
 EP0274
 EP0274                          SUPERSEDED SURVEY CONTROL
 EP0274
 EP0274  NGVD 29 (??/??/92) 1751.534  (m)         5746.49   (f) ADJ UNCH    1 2
 EP0274
 EP0274.Superseded values are not recommended for survey control.
 EP0274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EP0274.See file dsdata.txt to determine how the superseded data were derived.
 EP0274
 EP0274_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDU950158(NAD 83)
 EP0274_MARKER: DR = REFERENCE MARK DISK
 EP0274_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EP0274_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EP0274_STAMPING: JOFFRE NO 1 1934
 EP0274_MARK LOGO: CGS   
 EP0274_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EP0274+STABILITY: SURFACE MOTION
 EP0274
 EP0274  HISTORY     - Date     Condition        Report By
 EP0274  HISTORY     - 1934     MONUMENTED       CGS
 EP0274  HISTORY     - 1958     GOOD             NGS
 EP0274  HISTORY     - 1983     GOOD             NGS
 EP0274
 EP0274                          STATION DESCRIPTION
 EP0274
 EP0274'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 EP0274'11.95 MI SE FROM VAUGHN.
 EP0274'ABOUT 11.1 MILES SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 EP0274'RAILWAY FROM THE STATION AT VAUGHN, THENCE ABOUT 0.5 MILE SOUTHWEST
 EP0274'ALONG A DIRT ROAD, THENCE ABOUT 0.35 MILE SOUTHEAST ALONG A RIDGE, ON
 EP0274'THE FIRST RIDGE SOUTHWEST OF THE RAILWAY, ABOUT 0.5 MILE SOUTHWEST OF
 EP0274'THE RAILWAY SECTION FOREMANS HOUSE, 69 1/2 FEET SOUTHEAST OF
 EP0274'TRIANGULATION STATION JOFFRE 1934, AND IN THE TOP OF A CONCRETE POST
 EP0274'PROJECTING 3 INCHES.
 EP0274
 EP0274                          STATION RECOVERY (1983)
 EP0274
 EP0274'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 EP0274'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0275 ***********************************************************************
 EP0275  DESIGNATION -  JOFFRE RM 2
 EP0275  PID         -  EP0275
 EP0275  STATE/COUNTY-  NM/GUADALUPE
 EP0275  USGS QUAD   -  GACHO HILL (1981)
 EP0275
 EP0275                         *CURRENT SURVEY CONTROL
 EP0275  ___________________________________________________________________
 EP0275* NAD 83(1986)-  34 29 02.     (N)    105 03 16.     (W)     SCALED    
 EP0275* NAVD 88     -      1752.389  (meters)    5749.30   (feet)  ADJUSTED  
 EP0275  ___________________________________________________________________
 EP0275  GEOID HEIGHT-         -21.59  (meters)                     GEOID03
 EP0275  DYNAMIC HT  -        1749.918 (meters)    5741.19  (feet)  COMP
 EP0275  MODELED GRAV-     979,162.9   (mgal)                       NAVD 88
 EP0275
 EP0275  VERT ORDER  -  FIRST     CLASS II
 EP0275
 EP0275.The horizontal coordinates were scaled from a topographic map and have
 EP0275.an estimated accuracy of +/- 6 seconds.
 EP0275
 EP0275.The orthometric height was determined by differential leveling
 EP0275.and adjusted by the National Geodetic Survey in June 1991..
 EP0275
 EP0275.The geoid height was determined by GEOID03.
 EP0275
 EP0275.The dynamic height is computed by dividing the NAVD 88
 EP0275.geopotential number by the normal gravity value computed on the
 EP0275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EP0275.degrees latitude (g = 980.6199 gals.).
 EP0275
 EP0275.The modeled gravity was interpolated from observed gravity values.
 EP0275
 EP0275;                    North         East    Units  Estimated Accuracy
 EP0275;SPC NM E     -   386,560.       98,770.      MT  (+/- 180 meters Scaled)
 EP0275
 EP0275                          SUPERSEDED SURVEY CONTROL
 EP0275
 EP0275  NGVD 29 (??/??/92) 1751.607  (m)         5746.73   (f) ADJ UNCH    1 2
 EP0275
 EP0275.Superseded values are not recommended for survey control.
 EP0275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EP0275.See file dsdata.txt to determine how the superseded data were derived.
 EP0275
 EP0275_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDU950158(NAD 83)
 EP0275_MARKER: DR = REFERENCE MARK DISK
 EP0275_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EP0275_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EP0275_STAMPING: JOFFRE NO 2 1934
 EP0275_MARK LOGO: CGS   
 EP0275_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EP0275+STABILITY: SURFACE MOTION
 EP0275
 EP0275  HISTORY     - Date     Condition        Report By
 EP0275  HISTORY     - 1934     MONUMENTED       CGS
 EP0275  HISTORY     - 1958     GOOD             NGS
 EP0275  HISTORY     - 1983     GOOD             NGS
 EP0275
 EP0275                          STATION DESCRIPTION
 EP0275
 EP0275'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 EP0275'11.95 MI SE FROM VAUGHN.
 EP0275'ABOUT 11.1 MILES SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 EP0275'RAILWAY FROM THE STATION AT VAUGHN, THENCE ABOUT 0.5 MILE SOUTHWEST
 EP0275'ALONG A DIRT ROAD, THENCE ABOUT 0.35 MILE SOUTHEAST ALONG A RIDGE, ON
 EP0275'THE FIRST RIDGE SOUTHWEST OF THE RAILWAY, ABOUT 0.5 MILE SOUTHWEST OF
 EP0275'THE RAILWAY SECTION FOREMANS HOUSE, 63 1/2 FEET SOUTHWEST OF
 EP0275'TRIANGULATION STATION JOFFRE 1934, AND IN THE TOP OF A CONCRETE POST
 EP0275'PROJECTING 8 INCHES.
 EP0275
 EP0275                          STATION RECOVERY (1983)
 EP0275
 EP0275'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 EP0275'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0457 ***********************************************************************
 GN0457  DESIGNATION -  JOG
 GN0457  PID         -  GN0457
 GN0457  STATE/COUNTY-  NM/RIO ARRIBA
 GN0457  USGS QUAD   -  GHOST RANCH (1979)
 GN0457
 GN0457                         *CURRENT SURVEY CONTROL
 GN0457  ___________________________________________________________________
 GN0457* NAD 83(1992)-  36 17 22.82084(N)    106 28 56.93224(W)     ADJUSTED  
 GN0457* NAVD 88     -      1936.3    (meters)    6353.     (feet)  VERTCON   
 GN0457  ___________________________________________________________________
 GN0457  LAPLACE CORR-           0.12  (seconds)                    DEFLEC99
 GN0457  GEOID HEIGHT-         -18.54  (meters)                     GEOID03
 GN0457
 GN0457  HORZ ORDER  -  SECOND
 GN0457
 GN0457.The horizontal coordinates were established by classical geodetic methods
 GN0457.and adjusted by the National Geodetic Survey in December 1993..
 GN0457
 GN0457.The NAVD 88 height was computed by applying the VERTCON shift value to
 GN0457.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GN0457
 GN0457.The Laplace correction was computed from DEFLEC99 derived deflections.
 GN0457
 GN0457.The geoid height was determined by GEOID03.
 GN0457
 GN0457;                    North         East     Units Scale Factor Converg.
 GN0457;SPC NM C     -   586,677.296   479,117.636   MT  0.99990537   -0 08 15.4
 GN0457;SPC NM C     - 1,924,790.43  1,571,905.11   sFT  0.99990537   -0 08 15.4
 GN0457;UTM  13      - 4,017,097.630   366,873.349   MT  0.99981836   -0 52 39.2
 GN0457
 GN0457!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GN0457!SPC NM C     -   0.99969910  x   0.99990537  =   0.99960450
 GN0457!UTM  13      -   0.99969910  x   0.99981836  =   0.99951752
 GN0457
 GN0457:                Primary Azimuth Mark                     Grid Az
 GN0457:SPC NM C     -  JOG AZ MK                                123 13 30.5
 GN0457:UTM  13      -  JOG AZ MK                                123 57 54.3
 GN0457
 GN0457|---------------------------------------------------------------------|
 GN0457| PID    Reference Object                     Distance      Geod. Az  |
 GN0457|                                                           dddmmss.s |
 GN0457| CD3539 JOG AZ MK                                          1230515.1 |
 GN0457| CD3540 JOG RM 1                             19.340 METERS 14758     |
 GN0457| CD3541 JOG RM 2                             20.273 METERS 24141     |
 GN0457|---------------------------------------------------------------------|
 GN0457
 GN0457                          SUPERSEDED SURVEY CONTROL
 GN0457
 GN0457  NAD 83(1986)-  36 17 22.82425(N)    106 28 56.93801(W) AD(       ) 2
 GN0457  NAD 27      -  36 17 22.76020(N)    106 28 54.81290(W) AD(       ) 2
 GN0457  NGVD 29 (07/19/86) 1935.3    (m)         6349.     (f) VERT ANG       
 GN0457
 GN0457.Superseded values are not recommended for survey control.
 GN0457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0457.See file dsdata.txt to determine how the superseded data were derived.
 GN0457
 GN0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCA6687317098(NAD 83)
 GN0457_MARKER: DS = TRIANGULATION STATION DISK
 GN0457_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GN0457
 GN0457  HISTORY     - Date     Condition        Report By
 GN0457  HISTORY     - 1945     MONUMENTED       CGS
 GN0457  HISTORY     - 1958     GOOD             CGS
 GN0457
 GN0457                          STATION DESCRIPTION
 GN0457
 GN0457'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (CAE)
 GN0457'STATION IS LOCATED ABOUT 11 MILES NW OF ABIQUIU AND ABOUT 1/4
 GN0457'MILE W OF U.S. HIGHWAY 84.
 GN0457'
 GN0457'TO REACH THE STATION FROM THE SERVICE STATION ON THE HIGHWAY
 GN0457'AT ABIQUIU, GO W ON U.S. HIGHWAY 84 FOR 9.5 MILES TO THE JUNCTION
 GN0457'OF HIGHWAY 84 AND STATE HIGHWAY 96.  CONTINUE ON HIGHWAY 84 FOR
 GN0457'0.4 MILE TO THE AZIMUTH MARK ON THE LEFT, CONTINUE AHEAD FOR
 GN0457'0.3 MILE TO A SMALL BRIDGE, CONTINUE AHEAD FOR 0.1 MILE TO A
 GN0457'GATE ON THE LEFT OF THE HIGHWAY.  TURN LEFT THROUGH THE GATE
 GN0457'AND CONTINUE ON THE TRACK ROAD FOR 0.3 MILE AND TURN SHARP UP
 GN0457'A STEEP GRADE AND ONTO THE OLD HIGHWAY (THIS IS A SHARP RIGHT
 GN0457'TURN ON VERY DIM TRACKS), CONTINUE AHEAD ON THE OLD HIGHWAY
 GN0457'FOR 0.8 MILE TO THE STATION ON THE LEFT.
 GN0457'
 GN0457'STATION MARK IS A BRONZE STATION DISK SET IN A 10-INCH SQUARE
 GN0457'CONCRETE POST ABOUT FLUSH WITH THE GROUND AND STAMPED JOG 1945.
 GN0457'IT IS ON A SMOOTH RIDGE, 102 FEET W OF THE CENTER LINE OF THE
 GN0457'OLD HIGHWAY, AND 13.2 FEET SW OF A WHITE WITNESS POST.
 GN0457'UNDERGROUND MARK IS A BRONZE STATION DISK IN CONCRETE.
 GN0457'
 GN0457'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A ROUND
 GN0457'CONCRETE POST ABOUT 1 FOOT IN DIAMETER AND PROJECTING ABOUT
 GN0457'6 INCHES.  IT IS STAMPED JOG NO 1 1945.  IT IS SE OF THE STATION
 GN0457'AND ABOUT LEVEL WITH IT.
 GN0457'
 GN0457'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A ROUND
 GN0457'CONCRETE POST ABOUT 1 FOOT IN DIAMETER AND FLUSH WITH THE
 GN0457'GROUND.  IT IS STAMPED JOG NO 2 1945.  IT IS SW OF THE STATION
 GN0457'AND ABOUT LEVEL WITH IT.
 GN0457'
 GN0457'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN BEDROCK FLUSH WITH
 GN0457'THE GROUND AND STAMPED JOG 1945.  IT IS ABOUT 1 MILE ESE OF
 GN0457'THE STATION, 67 FEET W OF THE CENTER LINE OF U.S. HIGHWAY 84,
 GN0457'AND 18.5 FEET E OF A WITNESS POST SET IN THE FENCE.  IT IS
 GN0457'REACHED AS SHOWN IN THE ROUTE TO THE STATION.
 GN0457
 GN0457                          STATION RECOVERY (1958)
 GN0457
 GN0457'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (GCR)
 GN0457'STATION WAS RECOVERED.  ALL MARKS FOUND AS DESCRIBED IN ORIGINAL
 GN0457'DESCRIPTION.  THE 1945 C.A.E. TO REACH IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0663 ***********************************************************************
 DT0663  DESIGNATION -  JOHN KERR
 DT0663  PID         -  DT0663
 DT0663  STATE/COUNTY-  NM/CATRON
 DT0663  USGS QUAD   -  JOHN KERR PEAK (1981)
 DT0663
 DT0663                         *CURRENT SURVEY CONTROL
 DT0663  ___________________________________________________________________
 DT0663* NAD 83(1992)-  33 48 09.92274(N)    108 28 27.14865(W)     ADJUSTED  
 DT0663* NAVD 88     -      2703.1    (meters)    8868.     (feet)  VERTCON   
 DT0663  ___________________________________________________________________
 DT0663  LAPLACE CORR-           2.32  (seconds)                    DEFLEC99
 DT0663  GEOID HEIGHT-         -22.13  (meters)                     GEOID03
 DT0663
 DT0663  HORZ ORDER  -  THIRD
 DT0663
 DT0663.The horizontal coordinates were established by classical geodetic methods
 DT0663.and adjusted by the National Geodetic Survey in December 1993..
 DT0663
 DT0663.The NAVD 88 height was computed by applying the VERTCON shift value to
 DT0663.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DT0663
 DT0663.The Laplace correction was computed from DEFLEC99 derived deflections.
 DT0663
 DT0663.The geoid height was determined by GEOID03.
 DT0663
 DT0663;                    North         East     Units Scale Factor Converg.
 DT0663;SPC NM W     -   310,967.462   770,660.910   MT  0.99996006   -0 21 23.6
 DT0663;SPC NM W     - 1,020,232.41  2,528,410.00   sFT  0.99996006   -0 21 23.6
 DT0663;UTM  12      - 3,743,154.671   733,818.236   MT  1.00027402   +1 24 21.0
 DT0663
 DT0663!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DT0663!SPC NM W     -   0.99957931  x   0.99996006  =   0.99953938
 DT0663!UTM  12      -   0.99957931  x   1.00027402  =   0.99985321
 DT0663
 DT0663                          SUPERSEDED SURVEY CONTROL
 DT0663
 DT0663  NAD 83(1992)-  33 48 09.92301(N)    108 28 27.14997(W) AD(       ) 3
 DT0663  NAD 83(1986)-  33 48 09.92163(N)    108 28 27.14407(W) AD(       ) 3
 DT0663  NAD 27      -  33 48 09.73311(N)    108 28 24.93681(W) AD(       ) 3
 DT0663  NGVD 29 (07/19/86) 2702.0    (m)         8865.     (f) VERT ANG       
 DT0663
 DT0663.Superseded values are not recommended for survey control.
 DT0663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0663.See file dsdata.txt to determine how the superseded data were derived.
 DT0663
 DT0663_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYC3381843155(NAD 83)
 DT0663_MARKER: DS = TRIANGULATION STATION DISK
 DT0663_SETTING: 80 = SET IN A BOULDER
 DT0663_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DT0663+STABILITY: SURFACE MOTION
 DT0663
 DT0663  HISTORY     - Date     Condition        Report By
 DT0663  HISTORY     - 1935     MONUMENTED       USFS
 DT0663  HISTORY     - 1965     GOOD             USGS
 DT0663
 DT0663                          STATION DESCRIPTION
 DT0663
 DT0663'DESCRIBED BY US FOREST SERVICE 1935 (LBM)
 DT0663'CENTER OF U.S. FOREST SERVICE STEEL LOOKOUT TOWER, ON THE
 DT0663'SOUTHEAST POINT OF THE MOUNTAIN IN T. 6 S., R. 16 W.  TO REACH
 DT0663'THE STATION FROM APACHE CREEK POST OFFICE, TAKE THE ROAD
 DT0663'EASTWARD 13.8 MILES TO THE STATION AND LOOKOUT TOWER.  THE
 DT0663'STATION IS MARKED WITH A STANDARD U.S. FOREST SERVICE TABLET
 DT0663'SET IN A LARGE BOULDER AND STAMPED JOHN KERR, 1935.  REFERENCE
 DT0663'MARK NO. 1 IS 24.6 FEET FROM THE STATION.  REFERENCE MARK NO.
 DT0663'2 IS 20.62 FEET FROM THE STATION.
 DT0663
 DT0663                          STATION RECOVERY (1965)
 DT0663
 DT0663'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 DT0663'RECOVERED BY USGS IN 1965.
 DT0663'
 DT0663'STATION MARK--STANDARD USFS TABLET SET IN ROCK OUTCROP,
 DT0663'STAMPED---JOHN KERR, 1935---. TABLET IS SET UNDER USFS STEEL LO TOWER.
 DT0663'
 DT0663'REFERENCE MARK NO. 1--STANDARD USFS TABLET SET IN ROCK OUTCROP, 24.60
 DT0663'FT. FROM STATION.
 DT0663'STAMPED---RM 1 1935---.
 DT0663'
 DT0663'REFERENCE MARK NO. 2--STANDARD USFS TABLET SET IN ROCK OUTCROP, 20.60
 DT0663'FT. FROM STATION.
 DT0663'STAMPED---RM 2 1935---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0688 ***********************************************************************
 EQ0688  DESIGNATION -  JOHNS
 EQ0688  PID         -  EQ0688
 EQ0688  STATE/COUNTY-  NM/TORRANCE
 EQ0688  USGS QUAD   -  CHILILI (1991)
 EQ0688
 EQ0688                         *CURRENT SURVEY CONTROL
 EQ0688  ___________________________________________________________________
 EQ0688* NAD 83(1992)-  34 59 59.45975(N)    106 08 07.07719(W)     ADJUSTED  
 EQ0688* NAVD 88     -      2001.9    (meters)    6568.     (feet)  VERTCON   
 EQ0688  ___________________________________________________________________
 EQ0688  LAPLACE CORR-          -2.13  (seconds)                    DEFLEC99
 EQ0688  GEOID HEIGHT-         -19.43  (meters)                     GEOID03
 EQ0688
 EQ0688  HORZ ORDER  -  SECOND
 EQ0688
 EQ0688.The horizontal coordinates were established by classical geodetic methods
 EQ0688.and adjusted by the National Geodetic Survey in December 1993..
 EQ0688
 EQ0688.The NAVD 88 height was computed by applying the VERTCON shift value to
 EQ0688.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EQ0688
 EQ0688.The Laplace correction was computed from DEFLEC99 derived deflections.
 EQ0688
 EQ0688.The geoid height was determined by GEOID03.
 EQ0688
 EQ0688;                    North         East     Units Scale Factor Converg.
 EQ0688;SPC NM C     -   443,563.580   510,469.799   MT  0.99990135   +0 03 56.8
 EQ0688;SPC NM C     - 1,455,258.18  1,674,766.33   sFT  0.99990135   +0 03 56.8
 EQ0688;UTM  13      - 3,873,615.188   396,399.540   MT  0.99973228   -0 39 04.5
 EQ0688
 EQ0688!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EQ0688!SPC NM C     -   0.99968892  x   0.99990135  =   0.99959030
 EQ0688!UTM  13      -   0.99968892  x   0.99973228  =   0.99942128
 EQ0688
 EQ0688:                Primary Azimuth Mark                     Grid Az
 EQ0688:SPC NM C     -  3510625005                               025 50 01.7
 EQ0688:UTM  13      -  3510625005                               026 33 03.0
 EQ0688
 EQ0688|---------------------------------------------------------------------|
 EQ0688| PID    Reference Object                     Distance      Geod. Az  |
 EQ0688|                                                           dddmmss.s |
 EQ0688| FO0969 3510625005                          APPROX. 4.2 KM 0255358.5 |
 EQ0688|---------------------------------------------------------------------|
 EQ0688
 EQ0688                          SUPERSEDED SURVEY CONTROL
 EQ0688
 EQ0688  NAD 83(1986)-  34 59 59.47134(N)    106 08 07.07862(W) AD(       ) 2
 EQ0688  NAD 27      -  34 59 59.30022(N)    106 08 04.98533(W) AD(       ) 2
 EQ0688  NGVD 29 (07/19/86) 2001.0    (m)         6565.     (f) VERT ANG       
 EQ0688
 EQ0688.Superseded values are not recommended for survey control.
 EQ0688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0688.See file dsdata.txt to determine how the superseded data were derived.
 EQ0688
 EQ0688_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU9640073615(NAD 83)
 EQ0688_MARKER: DD = SURVEY DISK
 EQ0688_SETTING: 66 = SET IN ROCK OUTCROP
 EQ0688_SP_SET: SET IN ROCK OUTCROP
 EQ0688_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EQ0688+STABILITY: POSITION/ELEVATION WELL
 EQ0688
 EQ0688  HISTORY     - Date     Condition        Report By
 EQ0688  HISTORY     - 1954     MONUMENTED       USGS
 EQ0688  HISTORY     - 1973     GOOD             NGS
 EQ0688
 EQ0688                          STATION DESCRIPTION
 EQ0688
 EQ0688'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 EQ0688'STATION IS LOCATED ON A CEDAR COVERED POINT, ABOUT 5 MI. (AIRLINE) W.
 EQ0688'OF MORIARTY, NEW MEXICO, ON THE JOHNS RANCH, AND IN SEC. 18, T 9 N,
 EQ0688'R 8 E.
 EQ0688'
 EQ0688'TO REACH STATION FROM THE POST OFFICE IN MORIARTY, GO N. ON STATE
 EQ0688'HIGHWAY 41 FOR 0.5 MI. TO CROSSROADS, TURN LEFT (W.) ON A GRADED
 EQ0688'DIRT RD. FOR 4.0 MI. TO CROSSROADS, TURN RIGHT (N.) ACROSS A
 EQ0688'CATTLEGUARD FOR 0.45 MI.  TURN W. OFF RD. AND FIND A DIM TRACK RD. W.
 EQ0688'FOLLOW TRACK RD. W. FOR 0.7 MI., GO SW. ACROSS COUNTRY FOR 0.3 MI. TO
 EQ0688'THE TOP (E. POINT OF MESA) AND STATION SITE.
 EQ0688'
 EQ0688'STATION MARK--STANDARD USGS ALUMINUM TABLET, STAMPED ---JOHNS 1954---,
 EQ0688'AND CEMENTED IN SOLID ROCK.
 EQ0688'
 EQ0688'REFERENCE MARKS--NONE.
 EQ0688
 EQ0688                          STATION RECOVERY (1973)
 EQ0688
 EQ0688'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CWW)
 EQ0688'THE STATION WAS FOUND AND IS IN GOOD CONDITION.
 EQ0688'
 EQ0688'A NEW DESCRIPTION FOLLOWS--
 EQ0688'
 EQ0688'TO REACH FROM MORIARTY AND THE JUNCTION OF OLD U.S. 66 AND S.R. 41,
 EQ0688'GO WEST ON U.S. 66 FOR 1.2 MILES TO THE FRONTAGE TURNOFF
 EQ0688'LEFT.  TURN LEFT AND GO WEST ON FRONTAGE ROAD 3.6 MILES TO A DIRT
 EQ0688'ROAD LEFT.  TURN LEFT AND GO SOUTH 2.3 MILES TO A WIRE GATE
 EQ0688'RIGHT.  PASS THROUGH AND GO WEST ON DIM ROAD 0.85 MILES.  TURN
 EQ0688'LEFT AND CROSS-COUNTRY 0.2 MILES TO THE TOP OF A CEDAR COVERED
 EQ0688'MESA.  THE POINT IS LOCATED ON THE HIGHEST AND MOST EASTERLY
 EQ0688'POINT OF THE MESA.  A DRIVE STATION.
 EQ0688'
 EQ0688'HEIGHT OF LIGHT ABOVE STATION MARK 5.0 FEET.
 EQ0688'
 EQ0688'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 EQ0688'5 MILES WEST OF MORIARTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1558 ***********************************************************************
 FO1558  DESIGNATION -  JOHNSON
 FO1558  PID         -  FO1558
 FO1558  STATE/COUNTY-  NM/SANDOVAL
 FO1558  USGS QUAD   -  WOLF STAND (1989)
 FO1558
 FO1558                         *CURRENT SURVEY CONTROL
 FO1558  ___________________________________________________________________
 FO1558* NAD 83(1992)-  35 51 37.37246(N)    107 09 02.72274(W)     ADJUSTED  
 FO1558* NAVD 88     -      2115.3    (meters)    6940.     (feet)  VERTCON   
 FO1558  ___________________________________________________________________
 FO1558  LAPLACE CORR-           4.16  (seconds)                    DEFLEC99
 FO1558  GEOID HEIGHT-         -20.23  (meters)                     GEOID03
 FO1558
 FO1558  HORZ ORDER  -  FIRST
 FO1558
 FO1558.The horizontal coordinates were established by classical geodetic methods
 FO1558.and adjusted by the National Geodetic Survey in December 1993..
 FO1558
 FO1558.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1558.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1558
 FO1558.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1558
 FO1558.The geoid height was determined by GEOID03.
 FO1558
 FO1558;                    North         East     Units Scale Factor Converg.
 FO1558;SPC NM C     -   539,397.288   418,648.650   MT  0.99998152   -0 31 39.7
 FO1558;SPC NM C     - 1,769,672.60  1,373,516.45   sFT  0.99998152   -0 31 39.7
 FO1558;UTM  13      - 3,970,598.674   305,801.914   MT  1.00006473   -1 15 37.2
 FO1558
 FO1558!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1558!SPC NM C     -   0.99967129  x   0.99998152  =   0.99965281
 FO1558!UTM  13      -   0.99967129  x   1.00006473  =   0.99973600
 FO1558
 FO1558|---------------------------------------------------------------------|
 FO1558| PID    Reference Object                     Distance      Geod. Az  |
 FO1558|                                                           dddmmss.s |
 FO1558| CD3543 JOHNSON RM 1                         15.425 METERS 07155     |
 FO1558| CD3542 JOHNSON AZ MK                                      2765018.2 |
 FO1558| CD3544 JOHNSON RM 2                         15.618 METERS 29609     |
 FO1558| FO1571 OJO ENCINO TRAILER SCHOOL TANK      APPROX.20.0 KM 2983845.1 |
 FO1558|---------------------------------------------------------------------|
 FO1558
 FO1558                          SUPERSEDED SURVEY CONTROL
 FO1558
 FO1558  NAD 83(1986)-  35 51 37.37352(N)    107 09 02.72632(W) AD(       ) 1
 FO1558  NAD 27      -  35 51 37.29970(N)    107 09 00.57750(W) AD(       ) 1
 FO1558  NGVD 29 (07/19/86) 2114.2    (m)         6936.     (f) VERT ANG       
 FO1558
 FO1558.Superseded values are not recommended for survey control.
 FO1558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1558.See file dsdata.txt to determine how the superseded data were derived.
 FO1558
 FO1558_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV0580270599(NAD 83)
 FO1558_MARKER: DS = TRIANGULATION STATION DISK
 FO1558_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FO1558
 FO1558  HISTORY     - Date     Condition        Report By
 FO1558  HISTORY     - 1958     MONUMENTED       CGS
 FO1558  HISTORY     - 1964     GOOD             CGS
 FO1558
 FO1558                          STATION DESCRIPTION
 FO1558
 FO1558'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RLE)
 FO1558'THE STATION IS LOCATED ABOUT 16 MILES SOUTHWEST OF CUBA AND 2.5
 FO1558'MILES SOUTH OF THE JOHNSON STORE AND TRADING POST, ON THE HIGHEST
 FO1558'POINT OF A LOW, NORTHEAST-SOUTHWEST RIDGE, 30 FEET SOUTHEAST
 FO1558'OF A 2-FOOT PINION PINE TREE AND 3 FEET NORTHEAST OF A WITNESS
 FO1558'POST.  THE MARK PROJECTS 2 INCHES AND IS STAMPED JOHNSON 1958.
 FO1558'
 FO1558'REFERENCE MARK NO. 1 IS 23 FEET NORTHEAST OF THE 2-FOOT PINE
 FO1558'TREE.  THE MARK PROJECTS 3 INCHES AND IS STAMPED JOHNSON NO
 FO1558'1 1958.
 FO1558'
 FO1558'REFERENCE MARK NO. 2 IS ABOUT 2 FEET LOWER THAN THE STATION.
 FO1558'IT IS 3 FEET EAST OF AN 8-INCH PINION PINE TREE.  THE MARK PROJECTS
 FO1558'4 INCHES AND IS STAMPED JOHNSON NO 2 1958.
 FO1558'
 FO1558'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK NO.
 FO1558'2 IS 94.3 FEET.
 FO1558'
 FO1558'THE AZIMUTH MARK IS 55 FEET NORTHWEST OF A TRACK SIDE ROAD
 FO1558'LEADING SOUTHEAST, 20 FEET WEST OF THE CENTER OF THE GRADED ROAD
 FO1558'AND 1 FOOT EAST OF A WITNESS POST.  THE MARK PROJECTS 3 INCHES
 FO1558'AND IS STAMPED JOHNSON 1958.
 FO1558'
 FO1558'TO REACH THE STATION FROM THE JOHNSON STORE AND TRADING POST,
 FO1558'GO SOUTH ON THE GRADED DIRT ROAD FOR 1.9 MILES TO A TRACK, SIDE
 FO1558'ROAD LEFT AND THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.  TURN
 FO1558'LEFT ON THE TRACK ROAD AND GO 0.5 MILES TO A DIAGONAL CROSSROAD,
 FO1558'NEAR THE HOME OF JEFFREY TOLEDO, CONTINUE ON THE TRACK ROAD FOR
 FO1558'0.15 MILES, PASSING TO THE RIGHT OF THE HOMES, TO A DIM TRACK
 FO1558'ROAD TO THE LEFT, FOLLOW THE DIM TRACK ROAD FOR 0.85 MILES,
 FO1558'GOING FIRST TO THE TOP OF THE RIDGE AND THEN BEAR LEFT AND
 FO1558'FOLLOW ALONG THE TOP OF THE RIDGE TO THE STATION AS
 FO1558'DESCRIBED.
 FO1558'
 FO1558'OBSERVATIONS WERE MADE FROM A 10-FOOT STAND.
 FO1558
 FO1558                          STATION RECOVERY (1964)
 FO1558
 FO1558'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (FHB)
 FO1558'ALL MARKS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION TO REACH
 FO1558'THE STATION FOLLOWS.
 FO1558'
 FO1558'TO REACH FROM JOHNSONS TRADING POST, GO SOUTH ON PAVED ROAD 2.0
 FO1558'MILES TO A TRACK ROAD FORK LEFT, TURN LEFT AND GO NORTH 0.05
 FO1558'MILE TO THE AZIMUTH MARK ON THE LEFT, CONTINUE NORTH 0.3 MILE
 FO1558'TO A DIAGONAL CROSSROADS AND A FORK, KEEP RIGHT FORK 0.3 MILE
 FO1558'TO A FORK, KEEP LEFT AND GO 0.9 MILE ALONG THE TOP OF THE RIDGE
 FO1558'TO THE STATION.
 FO1558'
 FO1558'ASTRO PARTY 621 VISITED THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0643 ***********************************************************************
 GM0643  DESIGNATION -  JOHNSON
 GM0643  PID         -  GM0643
 GM0643  STATE/COUNTY-  NM/COLFAX
 GM0643  USGS QUAD   -  YANKEE (1971)
 GM0643
 GM0643                         *CURRENT SURVEY CONTROL
 GM0643  ___________________________________________________________________
 GM0643* NAD 83(1992)-  36 54 42.37832(N)    104 19 44.43609(W)     ADJUSTED  
 GM0643* NAVD 88     -      2640.2    (meters)    8662.     (feet)  VERTCON   
 GM0643  ___________________________________________________________________
 GM0643  LAPLACE CORR-           1.99  (seconds)                    DEFLEC99
 GM0643  GEOID HEIGHT-         -18.37  (meters)                     GEOID03
 GM0643
 GM0643  HORZ ORDER  -  FIRST
 GM0643
 GM0643.The horizontal coordinates were established by classical geodetic methods
 GM0643.and adjusted by the National Geodetic Survey in December 1993..
 GM0643
 GM0643.The NAVD 88 height was computed by applying the VERTCON shift value to
 GM0643.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GM0643
 GM0643.The Laplace correction was computed from DEFLEC99 derived deflections.
 GM0643
 GM0643.The geoid height was determined by GEOID03.
 GM0643
 GM0643;                    North         East     Units Scale Factor Converg.
 GM0643;SPC NM E     -   655,685.757   165,385.234   MT  0.99990909   +0 00 09.3
 GM0643;SPC NM E     - 2,151,195.69    542,601.39   sFT  0.99990909   +0 00 09.3
 GM0643;SPC CO S     -   332,657.964 1,018,758.890   MT  1.00007391   +0 43 05.7
 GM0643;SPC CO S     - 1,091,395.34  3,342,378.12   sFT  1.00007391   +0 43 05.7
 GM0643;UTM  13      - 4,085,295.202   559,771.343   MT  0.99964401   +0 24 10.8
 GM0643
 GM0643!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GM0643!SPC NM E     -   0.99958872  x   0.99990909  =   0.99949784
 GM0643!SPC CO S     -   0.99958872  x   1.00007391  =   0.99966260
 GM0643!UTM  13      -   0.99958872  x   0.99964401  =   0.99923287
 GM0643
 GM0643|---------------------------------------------------------------------|
 GM0643| PID    Reference Object                     Distance      Geod. Az  |
 GM0643|                                                           dddmmss.s |
 GM0643| GM0642 YANKEE                                4.711 METERS 00005     |
 GM0643| CM8865 JOHNSON RM 1                          7.399 METERS 09957     |
 GM0643| CM8864 JOHNSON AZ MK                                      1053046.8 |
 GM0643| CM8866 JOHNSON RM 2                          8.588 METERS 18220     |
 GM0643| GM0657 RATON POWERHOUSE SMOKESTACK         APPROX.10.3 KM 2581038.9 |
 GM0643| GM0661 RATON SANTA FE ROUNDHSE SPIPE       APPROX. 9.6 KM 2642235.3 |
 GM0643| GM0653 RATON SANTA FE ROUNDHSE STACK       APPROX. 9.6 KM 2643204.8 |
 GM0643| GM0656 TARGET                              APPROX. 8.1 KM 2932221.2 |
 GM0643| HK0440 EL PASO PUEBLO AWY BCN 45           APPROX.14.0 KM 3590951.7 |
 GM0643|---------------------------------------------------------------------|
 GM0643
 GM0643                          SUPERSEDED SURVEY CONTROL
 GM0643
 GM0643  NAD 83(1992)-  36 54 42.38378(N)    104 19 44.43872(W) AD(       ) 1
 GM0643  NAD 83(1986)-  36 54 42.38629(N)    104 19 44.43618(W) AD(       ) 1
 GM0643  NAD 27      -  36 54 42.29700(N)    104 19 42.49500(W) AD(       ) 1
 GM0643  NGVD 29 (07/19/86) 2639.1    (m)         8658.     (f) VERT ANG       
 GM0643
 GM0643.Superseded values are not recommended for survey control.
 GM0643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0643.See file dsdata.txt to determine how the superseded data were derived.
 GM0643
 GM0643_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEA5977185295(NAD 83)
 GM0643_MARKER: DS = TRIANGULATION STATION DISK
 GM0643_SETTING: 66 = SET IN ROCK OUTCROP
 GM0643
 GM0643  HISTORY     - Date     Condition        Report By
 GM0643  HISTORY     - 1945     MONUMENTED       CGS
 GM0643  HISTORY     - 1953     GOOD             CGS
 GM0643  HISTORY     - 1970     GOOD             DOD
 GM0643
 GM0643                          STATION DESCRIPTION
 GM0643
 GM0643'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (CAE)
 GM0643'STATION IS LOCATED ON A SMALL KNOLL WHICH LIES IN THE NW
 GM0643'CORNER OF JOHNSON MESA.  THE KNOLL ON WHICH THE AZIMUTH MARK IS
 GM0643'LOCATED IS SLIGHTLY HIGHER.  IN APPROXIMATE AIR LINE DISTANCES
 GM0643'STATION IS, 24 MILES WSW OF BRANSON, COLORADO, 20 MILES SSE
 GM0643'OF TRINIDAD, COLORADO, AND 6 MILES E OF RATON.
 GM0643'
 GM0643'TO REACH THE STATION FROM THE POST OFFICE IN RATON, GO E TWO
 GM0643'BLOCKS TO THE RAILROAD STATION AND FIRST STREET.  HERE TURN LEFT
 GM0643'OR N AND GO 0.4 MILE ON FIRST STREET TO THE FIRST STREET TURNING
 GM0643'E AFTER CROSSING THE RAILROAD TRACKS.  TURN RIGHT HERE AND
 GM0643'FOLLOWING THE MAIN TRAVELED ROAD (STATE HIGHWAY 72) GO 7.0 MILES
 GM0643'TO A FORK.  KEEP ON THE MAIN GRADED ROAD, THE RIGHT FORK, AND
 GM0643'GO 5.8 MILES TO A FORK.  THE MAIN GRADED ROAD TURNS LEFT HERE
 GM0643'AND GOES E.  TAKE THE RIGHT FORK STRAIGHT AHEAD FOR 0.1 MILE TO
 GM0643'ANOTHER FORK.  TAKE THE RIGHT FORK AGAIN AND GO 1.0 MILE TO
 GM0643'FORKS.  TAKE THE MIDDLE FORK GOING STRAIGHT AHEAD FOR 0.15 MILE TO
 GM0643'A GATE AND THE RIM OF THE MESA.  PASS THROUGH THE GATE AND
 GM0643'TURN LEFT, FOLLOWING A TRACK ROAD ALONG THE MESA RIM AND
 GM0643'THEN OVER THE MESA FOR 0.55 MILE TO ANOTHER GATE AT A RANCH.  GO
 GM0643'THROUGH THIS GATE AND THEN TURN RIGHT PICKING UP AN OLD WAGON
 GM0643'ROAD AND FOLLOWING IT FOR 0.4 MILE TO A GATE.  PASS
 GM0643'THROUGH THIS GATE AND FOLLOW THE WAGON ROAD AND FOLLOWING
 GM0643'IT FOR 0.4 MILE TO A GATE.  PASS THROUGH THIS GATE AND
 GM0643'FOLLOW THE WAGON ROAD FOR 0.6 MILE, PASSING TO THE N OF A DIRT
 GM0643'TANK.  AT THIS POINT LEAVE THE TRACKS AND HEAD ACROSS
 GM0643'COUNTRY TOWARD THE STATION, WHICH BEARS 316 DEG MAGNETIC,
 GM0643'FOR 0.6 MILE TO THE END OF TRUCK TRAVEL AT THE JUNCTION OF A
 GM0643'FENCE AND A WASH.  FROM HERE PACK ABOUT 300 YARDS NNW TO
 GM0643'THE TOP OF THE SMALL KNOLL AND THE STATION.  THE AZIMUTH MARK
 GM0643'CAN BE REACHED FROM THE END OF TRUCK TRAVEL BY PACKING 250
 GM0643'YARDS NE TO THE TOP OF ANOTHER SMALL KNOLL.
 GM0643'
 GM0643'STATION MARK IS A BRONZE STATION DISK SET IN OUTCROPPING BEDROCK
 GM0643'AND PROJECTS 7 INCHES ABOVE THE SURROUNDING SURFACE.  DISK
 GM0643'IS STAMPED JOHNSON 1945.  STATION IS LOCATED 13.6 FEET S OF A
 GM0643'4- INCH SQUARE WHITE WITNESS POST WHICH HAS ROCKS PILED ABOUT ITS
 GM0643'BASE.
 GM0643'
 GM0643'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN OUTCROPPING
 GM0643'BEDROCK WHICH PROJECTS 3 INCHES ABOVE THE SURROUNDING SURFACE.
 GM0643'IT IS LOCATED E OF THE STATION AND ABOUT 1-1/2 FEET LOWER.  DISK
 GM0643'IS STAMPED JOHNSON NO 1 1945.
 GM0643'
 GM0643'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN OUTCROPPING
 GM0643'BEDROCK WHICH PROJECTS 2 INCHES ABOVE THE SURROUNDING SURFACE.
 GM0643'IT IS LOCATED S OF THE STATION AND ABOUT 2-1/2 FEET LOWER.  DISK
 GM0643'IS STAMPED JOHNSON NO 2 1945.
 GM0643'
 GM0643'STATION YANKEE (U.S.G.S.) IS A DRILL HOLE 1/2 INCH DEEP IN A
 GM0643'BOULDER WHICH PROJECTS ABOUT 12 INCHES.  IT IS LOCATED 5 FEET
 GM0643'WNW OF THE 4-INCH SQUARE WHITE WITNESS POST AND IS N OF THE
 GM0643'STATION.
 GM0643'
 GM0643'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN OUTCROPPING BEDROCK
 GM0643'WHICH PROJECTS ABOUT 2-1/2 FEET ABOVE THE SURROUNDING SURFACE.  IT
 GM0643'IS LOCATED 2/10 MILE E OF THE STATION, 12 FEET WSW OF THE HIGHEST
 GM0643'POINT ON THE KNOLL, AND 4-1/2 FEET SW OF A 4-INCH SQUARE WHITE
 GM0643'WITNESS POST.  DISK IS STAMPED JOHNSON 1945.
 GM0643'
 GM0643'HEIGHT OF LIGHT ABOVE STATION MARK - 1.3 METERS.
 GM0643
 GM0643                          STATION RECOVERY (1953)
 GM0643
 GM0643'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (LWQ)
 GM0643'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 GM0643'THE DESCRIPTION IS ADEQUATE.  DISTANCES TO REFERENCE MARKS WERE
 GM0643'NOT CHECKED.  NO ATTEMPT MADE TO RECOVER THE AZIMUTH MARK.
 GM0643
 GM0643                          STATION RECOVERY (1970)
 GM0643
 GM0643'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1970 (RED)
 GM0643'STATION MARK, AZIMUTH MARK AND REFERENCE MARKS 1 AND 2 WERE
 GM0643'RECOVERED AND FOUND IN GOOD CONDITION.  THE DISTANCES TO THE
 GM0643'REFERENCE MARKS WERE CHECKED.
 GM0643'
 GM0643'DESCRIPTION ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0903 ***********************************************************************
 DR0903  DESIGNATION -  JOHNSON ET
 DR0903  PID         -  DR0903
 DR0903  STATE/COUNTY-  NM/CHAVES
 DR0903  USGS QUAD   -  SKUNK CANYON (1988)
 DR0903
 DR0903                         *CURRENT SURVEY CONTROL
 DR0903  ___________________________________________________________________
 DR0903* NAD 83(1992)-  33 10 02.40193(N)    104 52 38.00410(W)     ADJUSTED  
 DR0903* NAVD 88     -      1401.     (meters)    4596.     (feet)  VERTCON   
 DR0903  ___________________________________________________________________
 DR0903  LAPLACE CORR-          -4.94  (seconds)                    DEFLEC99
 DR0903  GEOID HEIGHT-         -22.22  (meters)                     GEOID03
 DR0903
 DR0903  HORZ ORDER  -  THIRD
 DR0903
 DR0903.The horizontal coordinates were established by classical geodetic methods
 DR0903.and adjusted by the National Geodetic Survey in December 1993..
 DR0903
 DR0903.The NAVD 88 height was computed by applying the VERTCON shift value to
 DR0903.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DR0903
 DR0903.The Laplace correction was computed from DEFLEC99 derived deflections.
 DR0903
 DR0903.The geoid height was determined by GEOID03.
 DR0903
 DR0903;                    North         East     Units Scale Factor Converg.
 DR0903;SPC NM E     -   240,441.918   114,272.196   MT  0.99994081   -0 17 51.2
 DR0903;SPC NM E     -   788,849.86    374,908.03   sFT  0.99994081   -0 17 51.2
 DR0903;SPC NM C     -   241,147.271   628,039.826   MT  1.00010207   +0 45 04.1
 DR0903;SPC NM C     -   791,164.00  2,060,494.00   sFT  1.00010207   +0 45 04.1
 DR0903;UTM  13      - 3,669,844.552   511,447.587   MT  0.99960162   +0 04 01.8
 DR0903
 DR0903!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR0903!SPC NM E     -   0.99978364  x   0.99994081  =   0.99972447
 DR0903!SPC NM C     -   0.99978364  x   1.00010207  =   0.99988569
 DR0903!UTM  13      -   0.99978364  x   0.99960162  =   0.99938535
 DR0903
 DR0903:                Primary Azimuth Mark                     Grid Az
 DR0903:SPC NM E     -  BUCHANAN                                 025 29 42.1
 DR0903:SPC NM C     -  BUCHANAN                                 024 26 46.8
 DR0903:UTM  13      -  BUCHANAN                                 025 07 49.1
 DR0903
 DR0903|---------------------------------------------------------------------|
 DR0903| PID    Reference Object                     Distance      Geod. Az  |
 DR0903|                                                           dddmmss.s |
 DR0903| DR0900 BUCHANAN                            APPROX. 7.5 KM 0251150.9 |
 DR0903|---------------------------------------------------------------------|
 DR0903
 DR0903                          SUPERSEDED SURVEY CONTROL
 DR0903
 DR0903  NAD 83(1986)-  33 10 02.40673(N)    104 52 37.99715(W) AD(       ) 3
 DR0903  NAD 27      -  33 10 02.03909(N)    104 52 36.07475(W) AD(       ) 3
 DR0903  NGVD 29 (07/19/86) 1400.     (m)         4593.     (f) VERT ANG       
 DR0903
 DR0903.Superseded values are not recommended for survey control.
 DR0903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0903.See file dsdata.txt to determine how the superseded data were derived.
 DR0903
 DR0903_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES1144869845(NAD 83)
 DR0903_MARKER: DD = SURVEY DISK
 DR0903_SETTING: 0 = UNSPECIFIED SETTING
 DR0903_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR0903
 DR0903  HISTORY     - Date     Condition        Report By
 DR0903  HISTORY     - 1959     MONUMENTED       USGS
 DR0903
 DR0903                          STATION DESCRIPTION
 DR0903
 DR0903'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 DR0903'STATION IS LOCATED APPROXIMATELY 25 MI. (AIRLINE) SW. OF ROSWELL,
 DR0903'NEW MEXICO, APPROXIMATELY 18 MI. (AIRLINE) SE. OF RIVERSIDE, NEW
 DR0903'MEXICO, AND APPROXIMATELY 2 MI. (AIRLINE) SE. OF THE JOHNSON III
 DR0903'RANCH.
 DR0903'
 DR0903'TO REACH FROM ROSWELL, NEW MEXICO
 DR0903'
 DR0903'FROM THE ROSWELL POST OFFICE PROCEED TWO BLOCKS E. TO WEST SECOND ST.
 DR0903'AND TURN RIGHT ON U.S. HIGHWAY 380 FOR 13.2 MI. TO GRADED RD. S.  TURN
 DR0903'LEFT ON GRADED RD. FOR 0.3 MI., TAKE RIGHT FORK AND CONTINUE ON MAIN
 DR0903'RD. THRU FOUR GATES FOR 10.1 MI. TO A RD. FORK AND GATE.  PROCEED THRU
 DR0903'GATE AND S. FOR 2.0 MI. TO RD. FORK TO BUCHANAN RANCH.  TAKE RD. LEFT
 DR0903'FOR 5.1 MI. TO MAIN RD. FORK, PROCEED RIGHT ON MAIN RD. FOR 0.8 MI.
 DR0903'AND TAKE MAIN RD. S. FOR 2.9 MI. TO FORK.  TAKE RIGHT FORK FOR 0.3
 DR0903'MI., TURN LEFT OFF RD., AND CONTINUE 0.8 MI. SW. ACROSS COUNTRY AND
 DR0903'UP RIDGE TO HIGHEST PART OF HILL AND STATION.
 DR0903'
 DR0903'STATION MARK--A STANDARD USGS BRASS TABLET CEMENTED IN A 3 FT. X 3 FT.
 DR0903'LIMESTONE ROCK FLUSH WITH GROUND.  STAMPED ---JOHNSON 1959---.
 DR0903'
 DR0903'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1820 ***********************************************************************
 CX1820  DESIGNATION -  JOHNSON RANCH TANK
 CX1820  PID         -  CX1820
 CX1820  STATE/COUNTY-  NM/DONA ANA
 CX1820  USGS QUAD   -  ADEN CRATER (1985)
 CX1820
 CX1820                         *CURRENT SURVEY CONTROL
 CX1820  ___________________________________________________________________
 CX1820* NAD 83(1992)-  32 06 08.91730(N)    107 05 16.83899(W)     ADJUSTED  
 CX1820* NAVD 88     -                                                        
 CX1820  ___________________________________________________________________
 CX1820  LAPLACE CORR-          -0.04  (seconds)                    DEFLEC99
 CX1820  GEOID HEIGHT-         -24.11  (meters)                     GEOID03
 CX1820
 CX1820  HORZ ORDER  -  THIRD
 CX1820
 CX1820.The horizontal coordinates were established by classical geodetic methods
 CX1820.and adjusted by the National Geodetic Survey in December 1993..
 CX1820
 CX1820
 CX1820.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1820
 CX1820.The geoid height was determined by GEOID03.
 CX1820
 CX1820;                    North         East     Units Scale Factor Converg.
 CX1820;SPC NM C     -   122,536.723   420,908.597   MT  0.99997712   -0 26 43.3
 CX1820;SPC NM C     -   402,022.57  1,380,930.96   sFT  0.99997712   -0 26 43.3
 CX1820;UTM  13      - 3,553,702.976   302,976.767   MT  1.00007874   -1 06 36.0
 CX1820
 CX1820                          SUPERSEDED SURVEY CONTROL
 CX1820
 CX1820  NAD 83(1986)-  32 06 08.92170(N)    107 05 16.83715(W) AD(       ) 4
 CX1820  NAD 27      -  32 06 08.57936(N)    107 05 14.79642(W) AD(       ) 3
 CX1820
 CX1820.Superseded values are not recommended for survey control.
 CX1820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1820.See file dsdata.txt to determine how the superseded data were derived.
 CX1820
 CX1820_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR0297753703(NAD 83)
 CX1820_MARKER: 51 = TANK
 CX1820
 CX1820  HISTORY     - Date     Condition        Report By
 CX1820  HISTORY     - 1945     FIRST OBSERVED   CGS
 CX1820
 CX1820                          STATION DESCRIPTION
 CX1820
 CX1820'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (RAM)
 CX1820'THE TANK IS A SMALL WATER TANK SET ON A SMALL ROCK BUILDING
 CX1820'IN THE YARD OF THE JOHNSON RANCH.  IT IS LOCATED ABOUT 3-1/2
 CX1820'MILES SE OF ADEN.
 CX1820'
 CX1820'IT IS 5 FEET IN DIAMETER, 10 FEET HIGH, AND IS SET ON TOP OF
 CX1820'A RED-ROOFED BUILDING THAT IS 12 FEET SQUARE AND 12 FEET HIGH.
 CX1820'IT IS 20 FEET W OF THE HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0787 ***********************************************************************
 DQ0787  DESIGNATION -  JONES
 DQ0787  PID         -  DQ0787
 DQ0787  STATE/COUNTY-  NM/LEA
 DQ0787  USGS QUAD   -  FRIER RANCH (1973)
 DQ0787
 DQ0787                         *CURRENT SURVEY CONTROL
 DQ0787  ___________________________________________________________________
 DQ0787* NAD 83(1992)-  33 14 07.45956(N)    103 32 59.34062(W)     ADJUSTED  
 DQ0787* NAVD 88     -      1286.1    (meters)    4219.     (feet)  VERTCON   
 DQ0787  ___________________________________________________________________
 DQ0787  LAPLACE CORR-           0.93  (seconds)                    DEFLEC99
 DQ0787  GEOID HEIGHT-         -22.04  (meters)                     GEOID03
 DQ0787
 DQ0787  HORZ ORDER  -  SECOND
 DQ0787
 DQ0787.The horizontal coordinates were established by classical geodetic methods
 DQ0787.and adjusted by the National Geodetic Survey in December 1993..
 DQ0787
 DQ0787.The NAVD 88 height was computed by applying the VERTCON shift value to
 DQ0787.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DQ0787
 DQ0787.The Laplace correction was computed from DEFLEC99 derived deflections.
 DQ0787
 DQ0787.The geoid height was determined by GEOID03.
 DQ0787
 DQ0787;                    North         East     Units Scale Factor Converg.
 DQ0787;SPC NM E     -   248,132.847   238,021.348   MT  0.99997481   +0 25 46.0
 DQ0787;SPC NM E     -   814,082.52    780,908.37   sFT  0.99997481   +0 25 46.0
 DQ0787;UTM  13      - 3,678,321.796   635,114.981   MT  0.99982509   +0 47 41.8
 DQ0787
 DQ0787!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ0787!SPC NM E     -   0.99980159  x   0.99997481  =   0.99977640
 DQ0787!UTM  13      -   0.99980159  x   0.99982509  =   0.99962671
 DQ0787
 DQ0787:                Primary Azimuth Mark                     Grid Az
 DQ0787:SPC NM E     -  JONES AZ MK                              051 55 32.8
 DQ0787:UTM  13      -  JONES AZ MK                              051 33 37.0
 DQ0787
 DQ0787|---------------------------------------------------------------------|
 DQ0787| PID    Reference Object                     Distance      Geod. Az  |
 DQ0787|                                                           dddmmss.s |
 DQ0787| CJ7578 JONES AZ MK                                        0522118.8 |
 DQ0787| CJ7579 JONES RM 1                           31.678 METERS 05610     |
 DQ0787| CJ7580 JONES RM 2                           39.271 METERS 33435     |
 DQ0787|---------------------------------------------------------------------|
 DQ0787
 DQ0787                          SUPERSEDED SURVEY CONTROL
 DQ0787
 DQ0787  NAD 83(1986)-  33 14 07.46771(N)    103 32 59.33326(W) AD(       ) 2
 DQ0787  NAD 27      -  33 14 07.05900(N)    103 32 57.50000(W) AD(       ) 2
 DQ0787  NGVD 29 (07/19/86) 1285.6    (m)         4218.     (f) VERT ANG       
 DQ0787
 DQ0787.Superseded values are not recommended for survey control.
 DQ0787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0787.See file dsdata.txt to determine how the superseded data were derived.
 DQ0787
 DQ0787_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFS3511578322(NAD 83)
 DQ0787_MARKER: DS = TRIANGULATION STATION DISK
 DQ0787_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0787
 DQ0787  HISTORY     - Date     Condition        Report By
 DQ0787  HISTORY     - 1935     MONUMENTED       CGS
 DQ0787  HISTORY     - 1968     GOOD             USGS
 DQ0787
 DQ0787                          STATION DESCRIPTION
 DQ0787
 DQ0787'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 DQ0787'ABOUT 12-1/2 MILES WEST OF TATUM, IN A ROCKY PASTURE 1/2 MILE
 DQ0787'SOUTHWEST OF A WINDMILL, 4 MILES WEST-SOUTHWEST OF THE A.D. JONES
 DQ0787'RANCH HOUSE, 210 FEET WEST OF THE CENTER LINE OF A TRACK ROAD.
 DQ0787'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 62
 DQ0787'AND 380 AND STATE HIGHWAY 18 AT TATUM, GO WEST 13.8 MILES
 DQ0787'ON U.S. HIGHWAY 380, TURN LEFT OFF THE HIGHWAY THROUGH A GATE
 DQ0787'WITH LARGE POSTS, GO SOUTHEAST ALONG A FENCE 0.1 MILE, GO
 DQ0787'SOUTH-SOUTHWEST ON A WELL-WORN TRAIL 0.6 MILE, PASS THROUGH
 DQ0787'A BOARD GATE, CONTINUE ON THE ONLY TRAIL 1.0 MILE, PASS TO
 DQ0787'LEFT OF A WINDMILL AND EARTH TANK, GO SOUTH-SOUTHWEST ON
 DQ0787'TRACK ROAD 1.0 MILE, PASS THROUGH A GATE, CONTINUE ON TRACK
 DQ0787'ROAD 0.6 MILE, PASS TO RIGHT OF A WINDMILL AND EARTH
 DQ0787'TANK, CONTINUE SOUTH-SOUTHWEST 1.4 MILES, PASS THROUGH A
 DQ0787'GATE, CONTINUE STRAIGHT AHEAD 1.1 MILES, PASS TO RIGHT
 DQ0787'OF A WINDMILL AND EARTH TANK, CONTINUE SOUTH-SOUTHWEST 0.4
 DQ0787'MILE.  LEAVE THE TRACK ROAD AND GO WEST 210 FEET ACROSS
 DQ0787'COUNTRY TO STATION SITE.  THE SURFACE, UNDERGROUND, REFERENCE
 DQ0787'AND AZIMUTH MARKS ARE STANDARD DISKS SET IN CONCRETE.
 DQ0787'REFERENCE MARK NO. 1
 DQ0787'IS 103.93 FEET FROM STATION N 56 DEG 10 MIN E, AND
 DQ0787'NO. 2 IS 128.84 FEET FROM STATION N 25 DEG 28 MIN W.
 DQ0787'THE AZIMUTH MARK IS 0.25 MILE EAST OF A WINDMILL, 14 FEET
 DQ0787'SOUTH OF THE CENTER LINE OF A TRACK ROAD, AND 0.65 MILE FROM
 DQ0787'STATION N 52 DEG 39 MIN E.
 DQ0787
 DQ0787                          STATION RECOVERY (1968)
 DQ0787
 DQ0787'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968 (RCF)
 DQ0787'STA. AND REF. MARKS IN GOOD CONDITION NEW DESCRIPTION--
 DQ0787'
 DQ0787'TO REACH FROM TATUM AT JUNCTION OF U.S. HWY 380 AND STATE HWY
 DQ0787'18 GO WEST FOR 11.5 MILES ON U.S. HWY 380 TO CROSS ROAD.  TURN
 DQ0787'LEFT (SOUTH) ON GRAVEL ROAD FOR 3.4 MILES TO PIPELINE ROAD.
 DQ0787'TURN RIGHT AND FOLLOW PIPELINE SOUTHWESTERLY FOR 3.5 MILES
 DQ0787'TO TWO LARGE OIL STORAGE TANKS.  GO AROUND THE NORTH SIDE OF THE
 DQ0787'TANKS TO A DIM ROAD ON THE LEFT.  TURN LEFT AND GO 0.2 MILE
 DQ0787'TO STATION ON S. SIDE OF PIPELINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0890 ***********************************************************************
 CW0890  DESIGNATION -  JONES
 CW0890  PID         -  CW0890
 CW0890  STATE/COUNTY-  NM/OTERO
 CW0890  USGS QUAD   -  MC VEIGH HILLS (1970)
 CW0890
 CW0890                         *CURRENT SURVEY CONTROL
 CW0890  ___________________________________________________________________
 CW0890* NAD 83(1992)-  32 04 46.07662(N)    105 25 27.06449(W)     ADJUSTED  
 CW0890* NAVD 88     -      1385.     (meters)    4544.     (feet)  SCALED    
 CW0890  ___________________________________________________________________
 CW0890  LAPLACE CORR-          -1.33  (seconds)                    DEFLEC99
 CW0890  GEOID HEIGHT-         -22.40  (meters)                     GEOID03
 CW0890
 CW0890  HORZ ORDER  -  FIRST
 CW0890
 CW0890.The horizontal coordinates were established by classical geodetic methods
 CW0890.and adjusted by the National Geodetic Survey in December 1993..
 CW0890
 CW0890.The orthometric height was scaled from a topographic map.
 CW0890
 CW0890.The Laplace correction was computed from DEFLEC99 derived deflections.
 CW0890
 CW0890.The geoid height was determined by GEOID03.
 CW0890
 CW0890;                    North         East     Units Scale Factor Converg.
 CW0890;SPC NM C     -   119,976.294   577,959.905   MT  0.99997493   +0 26 19.0
 CW0890;SPC NM C     -   393,622.22  1,896,190.12   sFT  0.99997493   +0 26 19.0
 CW0890;SPC TX C     - 3,278,485.983   219,504.435   MT  1.00005858   -2 37 19.5
 CW0890;SPC TX C     -10,756,166.10    720,157.47   sFT  1.00005858   -2 37 19.5
 CW0890;UTM  13      - 3,549,322.627   459,967.934   MT  0.99961976   -0 13 31.0
 CW0890
 CW0890!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CW0890!SPC NM C     -   0.99978616  x   0.99997493  =   0.99976110
 CW0890!SPC TX C     -   0.99978616  x   1.00005858  =   0.99984473
 CW0890!UTM  13      -   0.99978616  x   0.99961976  =   0.99940600
 CW0890
 CW0890|---------------------------------------------------------------------|
 CW0890| PID    Reference Object                     Distance      Geod. Az  |
 CW0890|                                                           dddmmss.s |
 CW0890| CH9673 JONES RM 1                           17.923 METERS 08110     |
 CW0890| CW0884 ORANGE                              APPROX.22.9 KM 0935203.5 |
 CW0890| CH9672 JONES AZ MK                                        1311708.5 |
 CW0890| CD1014 CERRO DIABLO PEAK                   APPROX.20.6 KM 1754832.6 |
 CW0890| CH9674 JONES RM 2                           18.515 METERS 18813     |
 CW0890| CW0892 T26S R15E SEC 4 NW COR               28.778 METERS 27217     |
 CW0890|---------------------------------------------------------------------|
 CW0890
 CW0890                          SUPERSEDED SURVEY CONTROL
 CW0890
 CW0890  NAD 83(1986)-  32 04 46.07933(N)    105 25 27.06466(W) AD(       ) 1
 CW0890  NAD 27      -  32 04 45.68900(N)    105 25 25.17600(W) AD(       ) 1
 CW0890
 CW0890.Superseded values are not recommended for survey control.
 CW0890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0890.See file dsdata.txt to determine how the superseded data were derived.
 CW0890
 CW0890_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDR5996849323(NAD 83)
 CW0890_MARKER: DS = TRIANGULATION STATION DISK
 CW0890_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CW0890_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CW0890_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CW0890+STABILITY: SURFACE MOTION
 CW0890
 CW0890  HISTORY     - Date     Condition        Report By
 CW0890  HISTORY     - 1934     MONUMENTED       CGS
 CW0890  HISTORY     - 1943     GOOD             CGS
 CW0890  HISTORY     - 1954     GOOD             BAKER
 CW0890
 CW0890                          STATION DESCRIPTION
 CW0890
 CW0890'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 CW0890'ABOUT 30 MILES NW OF SALT FLAT, TEXAS, AND 33 MILES S OF PINON,
 CW0890'NEW MEXICO, ABOUT 100 YARDS FROM THE S AND W SIDES OF A
 CW0890'FLAT, BUSHY MESA, AND 28.819 METERS (94.55 FEET) FROM T. 26 S.,
 CW0890'R. 15 E., SEC. 4, NW CORNER, S 87 DEG 44 MIN E
 CW0890'
 CW0890'STATION, UNDERGROUND, AND REFERENCE MARKS ARE BRONZE DISKS
 CW0890'SET IN CONCRETE.
 CW0890'
 CW0890'REFERENCE MARK 1 IS 58.81 FEET FROM STATION.
 CW0890'
 CW0890'REFERENCE MARK 2 IS 60.72 FEET FROM STATION.
 CW0890'
 CW0890'AZIMUTH MARK, A BRONZE AZIMUTH DISK SET IN BEDROCK,
 CW0890'IS 20 FEET N OF A WIRE FENCE, 100 FEET W OF A
 CW0890'FENCE CORNER, AND 0.25 MILE FROM STATION.
 CW0890
 CW0890                          STATION RECOVERY (1943)
 CW0890
 CW0890'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (EHB)
 CW0890'STATION, AZIMUTH, AND BOTH REFERENCE MARKS WERE RECOVERED AS
 CW0890'DESCRIBED, AND IN GOOD CONDITION.  THE NEW MEASUREMENTS TO
 CW0890'THE REFERENCE MARKS CHECK THE ORIGINAL ONE IN AZIMUTH AND
 CW0890'DISTANCE.
 CW0890'
 CW0890'STATION IS LOCATED ABOUT 30.0 MILES NW OF SALT FLAT, TEXAS,
 CW0890'AND 33.0 MILES S OF PINON, NEW MEXICO, AND ABOUT 94 FEET E
 CW0890'OF SECTION CORNER MARKER FOR SECTIONS 32, 33, 5, AND 4.  THIS
 CW0890'IS A GENERAL LAND OFFICE MARKER, ESTABLISHED IN 1919.  IT
 CW0890'IS A BRASS DISK SET ON TOP OF A 3-INCH IRON PIPE AND PROJECTS
 CW0890'21 INCHES.
 CW0890'
 CW0890'STATION MARK IS A BRONZE STATION DISK SET IN A 12-INCH SQUARE,
 CW0890'CONCRETE POST.  STAMPED JONES 1934 AND PROJECTS 4.0 INCHES.
 CW0890'
 CW0890'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK PROJECTING 3
 CW0890'INCHES, AND SET IN A 12-INCH SQUARE CONCRETE POST.  STAMPED
 CW0890'JONES NO 1 1934.
 CW0890'
 CW0890'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK PROJECTING 4
 CW0890'INCHES, AND SET IN A 12-INCH SQUARE CONCRETE POST.  STAMPED
 CW0890'JONES NO 2 1934.
 CW0890'
 CW0890'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN OUTCROPPING
 CW0890'ROCK FLUSH WITH THE GROUND, ABOUT 0.25 MILE SE OF STATION.
 CW0890'STAMPED JONES 1934.
 CW0890'
 CW0890'STATION IS REACHED FROM CORNUDAS FILLING STATION (ABOUT 102.0
 CW0890'MILES W OF CARLSBAD, NEW MEXICO AND ABOUT 60.0 MILES E OF EL
 CW0890'PASO, TEXAS) ON U.S. HIGHWAY 62, BY GOING W ON HIGHWAY 62
 CW0890'FOR 0.5 MILE.  PASS THROUGH CATTLEGUARD AND TURN RIGHT AND
 CW0890'N ON WELL BLADED DIRT ROAD.  GO FOR 2.3 MILES TO WOOD GATE,
 CW0890'PASS THROUGH GATE AND CONTINUE FOR 5.3 MILES TO ANOTHER WOOD
 CW0890'GATE.  PASS THROUGH GATE AND GO FOR 2.3 MILES TO WOOD GATE
 CW0890'JUST S OF NEALS BARN AND CORRALS.  GO THROUGH GATE AND PASS
 CW0890'TO RIGHT OF NEALS RANCH HOUSE FOR 0.2 MILE TO GATE.  PASS
 CW0890'THROUGH GATE AND CONTINUE N FOR 0.1 MILE, THENCE STRAIGHT
 CW0890'AHEAD FOR 0.15 MILE, THENCE LEFT FORK FOR 1.0 MILE.  TAKE
 CW0890'LEFT FORK HERE FOR 3.0 MILES TO WIRE GATE.  PASS THROUGH
 CW0890'GATE AND CONTINUE 2.0 MILES TO BOUNDARY FENCE OF STATE
 CW0890'LINE.  PASS THROUGH WIRE GATE AND CONTINUE FOR 0.8 MILE,
 CW0890'THENCE TAKE LEFT FORK AND CONTINUE FOR 0.8 MILE TO JONES
 CW0890'RANCH.  TAKE IMMEDIATE RIGHT IN FRONT OF RANCH HOUSE AND
 CW0890'GO FOR 0.15 MILE TO WIRE GATE, PASS THROUGH GATE AND GO FOR
 CW0890'2.2 MILES TO ROAD LEADING TO THE LEFT.  HERE TAKE LEFT AND
 CW0890'CONTINUE FOR 1.6 MILES TO A Y-INTERSECTION, TAKE LEFT
 CW0890'AND GO FOR 0.9 MILE TO GATE IN E-AND-W FENCE.  GO THROUGH
 CW0890'GATE AND CONTINUE FOR 0.9 MILE TO CROSS ROAD, CONTINUE
 CW0890'STRAIGHT AHEAD FOR 1.4 MILES TO CATTLEGUARD, THENCE
 CW0890'0.2 MILE TO ANOTHER JONES RANCH.  GO N FROM HOUSE TO TOP OF
 CW0890'DIRT TANK.  FOLLOW TOP OF TANK IN A CIRCLE TO THE LEFT,
 CW0890'THEN LEAVE TANK AND GO RIGHT AND W TO A GATE LEADING INTO
 CW0890'PASTURE.  PASS THROUGH GATE AND FOLLOW DIM ROAD FOR 1.1
 CW0890'MILES NW.  HERE DRIVE ACROSS COUNTRY SE FOR 0.7 MILE AND
 CW0890'STATION.
 CW0890
 CW0890                          STATION RECOVERY (1954)
 CW0890
 CW0890'RECOVERY NOTE BY M BAKER JR INCORPORATED 1954
 CW0890'STATION MARK, STAMPED JONES 1934, RECOVERED AS DESCRIBED.
 CW0890'REFERENCE MARKS RECOVERED.  STATION MARK AND REFERENCE MARKS
 CW0890'ARE IN GOOD CONDITION.
 CW0890'
 CW0890'STATION MARK IS LOCATED ON TOP OF THE FIRST RIDGE IN FRONT
 CW0890'(N) OF THE JONES RANCHHOUSE, APPROXIMATELY 3/4 MI. FROM THE
 CW0890'HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0703 ***********************************************************************
 EO0703  DESIGNATION -  JORD ET
 EO0703  PID         -  EO0703
 EO0703  STATE/COUNTY-  NM/QUAY
 EO0703  USGS QUAD   -  JORDAN (1970)
 EO0703
 EO0703                         *CURRENT SURVEY CONTROL
 EO0703  ___________________________________________________________________
 EO0703* NAD 83(1992)-  34 46 46.56591(N)    103 46 34.49152(W)     ADJUSTED  
 EO0703* NAVD 88     -      1477.3    (meters)    4847.     (feet)  VERTCON   
 EO0703  ___________________________________________________________________
 EO0703  LAPLACE CORR-          -0.50  (seconds)                    DEFLEC99
 EO0703  GEOID HEIGHT-         -23.42  (meters)                     GEOID03
 EO0703
 EO0703  HORZ ORDER  -  SECOND
 EO0703
 EO0703.The horizontal coordinates were established by classical geodetic methods
 EO0703.and adjusted by the National Geodetic Survey in December 1993..
 EO0703
 EO0703.The NAVD 88 height was computed by applying the VERTCON shift value to
 EO0703.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EO0703
 EO0703.The Laplace correction was computed from DEFLEC99 derived deflections.
 EO0703
 EO0703.The geoid height was determined by GEOID03.
 EO0703
 EO0703;                    North         East     Units Scale Factor Converg.
 EO0703;SPC NM E     -   419,271.190   215,986.964   MT  0.99994112   +0 19 04.0
 EO0703;SPC NM E     - 1,375,558.90    708,617.23   sFT  0.99994112   +0 19 04.0
 EO0703;UTM  13      - 3,849,284.321   611,971.022   MT  0.99975453   +0 41 53.3
 EO0703
 EO0703!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EO0703!SPC NM E     -   0.99977184  x   0.99994112  =   0.99971297
 EO0703!UTM  13      -   0.99977184  x   0.99975453  =   0.99952642
 EO0703
 EO0703:                Primary Azimuth Mark                     Grid Az
 EO0703:SPC NM E     -  RAGLAND ET                               028 16 23.7
 EO0703:UTM  13      -  RAGLAND ET                               027 53 34.4
 EO0703
 EO0703|---------------------------------------------------------------------|
 EO0703| PID    Reference Object                     Distance      Geod. Az  |
 EO0703|                                                           dddmmss.s |
 EO0703| EO0691 RAGLAND ET                          APPROX. 5.1 KM 0283527.7 |
 EO0703| CJ7581 JORD ET RM 1                         15.145 METERS 18443     |
 EO0703| CJ7582 JORD ET RM 2                         15.513 METERS 27945     |
 EO0703|---------------------------------------------------------------------|
 EO0703
 EO0703                          SUPERSEDED SURVEY CONTROL
 EO0703
 EO0703  NAD 83(1986)-  34 46 46.56995(N)    103 46 34.48121(W) AD(       ) 2
 EO0703  NAD 27      -  34 46 46.33771(N)    103 46 32.61086(W) AD(       ) 2
 EO0703  NGVD 29 (07/19/86) 1476.6    (m)         4844.     (f) VERT ANG       
 EO0703
 EO0703.Superseded values are not recommended for survey control.
 EO0703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0703.See file dsdata.txt to determine how the superseded data were derived.
 EO0703
 EO0703_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFU1197149284(NAD 83)
 EO0703_MARKER: DD = SURVEY DISK
 EO0703_SETTING: 0 = UNSPECIFIED SETTING
 EO0703
 EO0703  HISTORY     - Date     Condition        Report By
 EO0703  HISTORY     - 1970     MONUMENTED       USGS
 EO0703
 EO0703                          STATION DESCRIPTION
 EO0703
 EO0703'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (HH)
 EO0703'STATION IS LOCATED NORTH ABOUT 6 MILES AIRLINE FROM MCALISTER,
 EO0703'NEW MEXICO.  SOUTH 33 DEG WEST ABOUT 3.7 MILES FROM RAGLAND, NEW
 EO0703'MEXICO.  40 FEET SOUTH OF EASTWEST ROAD.  32 FEET WEST OF HIGHWAY.
 EO0703'5 FEET EAST OF RIGHT-OF-WAY FENCE.  4.2 FEET NORTHWEST OF A USGS
 EO0703'WITNESS SIGN MOUNTED ON A METAL POST.
 EO0703'
 EO0703'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 18 AND 86
 EO0703'IN RAGLAND, NEW MEXICO, GO SOUTH ON STATE HIGHWAY 86 FOR 3.8 MILES
 EO0703'TO STATE HIGHWAYS JUNCTION 86 AND 156, CONTINUE ON STATE HIGHWAY 86
 EO0703'FOR 1.0 MILE TO STATION SITE.
 EO0703'
 EO0703'STATION MARK IS A USGS BRONZE TABLET SOLDERED TO A COPPER COATED
 EO0703'STEEL ROD DRIVEN TO A DEPTH OF 15 FEET, CENTERED IN AN ORANGEBURG
 EO0703'TILE, 6 INCHES IN DIAMETER, 12 INCHES LONG, FILLED WITH
 EO0703'GRAVEL.  THE TABLET IS FLUSH WITH THE GROUND AND STAMPED JORD ET
 EO0703'1970.
 EO0703'
 EO0703'REFERENCE MARK NO. 1 IS A USGS BRONZE REFERENCE MARK TABLET SOLDERED
 EO0703'TO A COPPER COATED STEEL ROD DRIVEN TO A DEPTH OF 10 FEET, CENTERED
 EO0703'IN AN ORANGEBURG TILE, 6 INCHES IN DIAMETER, 12 INCHES LONG, FILLED
 EO0703'WITH GRAVEL.  THE TABLET IS FLUSH WITH THE GROUND AND STAMPED
 EO0703'JORD ET NO. 1 1970.
 EO0703'
 EO0703'REFERENCE MARK NO. 2 IS A USGS BRONZE REFERENCE MARK TABLET SOLDERED
 EO0703'TO A COPPER COATED STEEL ROD DRIVEN TO A DEPTH OF 10 FEET, CENTERED
 EO0703'IN AN ORANGEBURG TILE, 6 INCHES IN DIAMETER, 12 INCHES LONG, FILLED
 EO0703'WITH GRAVEL.  THE TABLET IS FLUSH WITH THE GROUND AND STAMPED
 EO0703'JORD ET NO. 2 1970.
 EO0703'
 EO0703'STATION RAGLAND ET 1970 IS VISIBLE FROM THE GROUND AT THIS STATION
 EO0703'AND WILL SERVE AS THE AZIMUTH MARK.
 EO0703'
 EO0703'ALL OBSERVATIONS WERE MADE FROM A STANDARD TRIPOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0666 ***********************************************************************
 DT0666  DESIGNATION -  JORDAN
 DT0666  PID         -  DT0666
 DT0666  STATE/COUNTY-  NM/CATRON
 DT0666  USGS QUAD   -  BLACK MOUNTAIN (1967)
 DT0666
 DT0666                         *CURRENT SURVEY CONTROL
 DT0666  ___________________________________________________________________
 DT0666* NAD 83(1992)-  33 22 40.62901(N)    108 13 37.95834(W)     ADJUSTED  
 DT0666* NAVD 88     -      2833.1    (meters)    9295.     (feet)  VERTCON   
 DT0666  ___________________________________________________________________
 DT0666  LAPLACE CORR-           0.69  (seconds)                    DEFLEC99
 DT0666  GEOID HEIGHT-         -22.62  (meters)                     GEOID03
 DT0666
 DT0666  HORZ ORDER  -  FIRST
 DT0666
 DT0666.The horizontal coordinates were established by classical geodetic methods
 DT0666.and adjusted by the National Geodetic Survey in December 1993..
 DT0666
 DT0666.The NAVD 88 height was computed by applying the VERTCON shift value to
 DT0666.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DT0666
 DT0666.The Laplace correction was computed from DEFLEC99 derived deflections.
 DT0666
 DT0666.The geoid height was determined by GEOID03.
 DT0666
 DT0666;                    North         East     Units Scale Factor Converg.
 DT0666;SPC NM W     -   263,738.939   793,351.579   MT  0.99993322   -0 13 00.1
 DT0666;SPC NM W     -   865,283.50  2,602,854.31   sFT  0.99993322   -0 13 00.1
 DT0666;UTM  12      - 3,696,623.627   757,952.466   MT  1.00042044   +1 31 34.7
 DT0666
 DT0666!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DT0666!SPC NM W     -   0.99955897  x   0.99993322  =   0.99949222
 DT0666!UTM  12      -   0.99955897  x   1.00042044  =   0.99997922
 DT0666
 DT0666|---------------------------------------------------------------------|
 DT0666| PID    Reference Object                     Distance      Geod. Az  |
 DT0666|                                                           dddmmss.s |
 DT0666| DT0667 9303                                  6.402 METERS 01223     |
 DT0666| CD3056 JORDAN AZ MK                                       1311642.6 |
 DT0666| CD3057 JORDAN RM 2                           6.617 METERS 28654     |
 DT0666| DT0668 BLACK MOUNTAIN LOOKOUT TOWER          8.443 METERS 35855     |
 DT0666|---------------------------------------------------------------------|
 DT0666
 DT0666                          SUPERSEDED SURVEY CONTROL
 DT0666
 DT0666  NAD 83(1986)-  33 22 40.63053(N)    108 13 37.96072(W) AD(       ) 1
 DT0666  NAD 27      -  33 22 40.38917(N)    108 13 35.77260(W) AD(       ) 1
 DT0666  NGVD 29 (07/19/86) 2832.0    (m)         9291.     (f) VERT ANG       
 DT0666
 DT0666.Superseded values are not recommended for survey control.
 DT0666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0666.See file dsdata.txt to determine how the superseded data were derived.
 DT0666
 DT0666_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYB5795296624(NAD 83)
 DT0666_MARKER: DD = SURVEY DISK
 DT0666_SETTING: 80 = SET IN A BOULDER
 DT0666_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 DT0666
 DT0666  HISTORY     - Date     Condition        Report By
 DT0666  HISTORY     - 1945     MONUMENTED       CGS
 DT0666  HISTORY     - 1964     GOOD             CGS
 DT0666  HISTORY     - 1965     GOOD             USGS
 DT0666  HISTORY     - 1966     GOOD             CGS
 DT0666
 DT0666                          STATION DESCRIPTION
 DT0666
 DT0666'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (RAM)
 DT0666'STATION IS LOCATED ON BLACK MOUNTAIN, A FOREST SERVICE LOOKOUT
 DT0666'PEAK ABOUT 8 MILES SW OF BEAVERHEAD.  BLACK MOUNTAIN IS THE
 DT0666'HIGHEST PEAK IN THE VICINITY AND IS WELL KNOWN IN THE AREA.
 DT0666'
 DT0666'TO REACH FROM THE BEAVERHEAD RANGER STATION, GO N ON THE ROAD
 DT0666'TOWARD MAGDALENA FOR 2.4 MILES TO THE FOREST BOUNDARY, CROSS
 DT0666'THE CATTLE GUARD AND CONTINUE STRAIGHT AHEAD FOR 1.8 MILES TO
 DT0666'A FORK, TAKE THE LEFT FORK AND CONTINUE FOR 2.5 MILES TO THREE
 DT0666'FORKS, TAKE THE LEFT FORK AND CONTINUE FOR 0.5 MILE TO A
 DT0666'FORK, TAKE THE LEFT FORK AS PER SIGN EVANS DOUBLE SPRINGS
 DT0666'RANCH 16 MILES FOR 0.8 MILE TO A TRACK ROAD LEADING LEFT.
 DT0666'TAKE THIS TRACK ROAD LEFT 1.7 MILES AS IT PASSES S AND W
 DT0666'AROUND THE FENCE AND UP THROUGH A SMALL CANYON, COMING TO A
 DT0666'FORK AT THE EDGE OF A MESA.  TAKE THE RIGHT FORK FOR 1.5
 DT0666'MILES TO THE FOREST BOUNDARY, CROSS THE BOUNDARY AND
 DT0666'CONTINUE ON THE BLADED ROAD FOR 3.1 MILES TO A CATTLE
 DT0666'GUARD AND LARGE DIRT TANKS ON BOTH SIDES OF THE ROAD.
 DT0666'CONTINUE AHEAD ON THE BLADED ROAD FOR 1.8 MILES TO A TRACK
 DT0666'ROAD LEADING TO THE LEFT (THIS ROAD IS JUST AT THE EDGE OF
 DT0666'THE TIMBER), TURN LEFT ON THE TRACK ROAD AND CONTINUE
 DT0666'FOR 0.9 MILE TO A SMALL CORRAL ON THE RIGHT (THIS IS A
 DT0666'BASE CORRAL FOR THE OPERATOR OF THE LOOKOUT TOWER),
 DT0666'CONTINUE AHEAD FOR 0.2 MILE TO A DIM TRACK LEADING RIGHT,
 DT0666'TURN RIGHT AND CONTINUE FOR 0.2 MILE TO THE EDGE OF A SMALL
 DT0666'CANYON, JUST ABOVE A LARGE DIRT TANK, AND THE END OF
 DT0666'TRUCK TRAVEL.  FROM HERE A MARKED TRAIL LEADS OVER THE
 DT0666'DAM AT THE TANK UP TO THE PEAK WHICH IS FIVE MILES DISTANT.
 DT0666'FOLLOW THE TRAIL TO THE LOOKOUT AND STATION.
 DT0666'
 DT0666'STATION MARK IS A BRONZE STATION DISK STAMPED JORDAN 1945
 DT0666'AND SET IN A BOULDER PROJECTING ABOUT 1 FOOT.  IT IS 21.270
 DT0666'FEET SSE OF THE CORNER OF THE SE LEG OF THE TOWER AND 21.390
 DT0666'FEET SSE OF THE CORNER OF THE SW LEG.
 DT0666'
 DT0666'REFERENCE MARK 1 IS A U.S. GEOLOGICAL SURVEY BENCH-MARK AND
 DT0666'STATION DISK STAMPED ELEVATION ABOVE SEA 9303 FEET DATUM PHONX
 DT0666'VA AND SET IN A BOULDER PROJECTING ABOUT 8 INCHES.  IT IS ABOUT
 DT0666'LEVEL WITH THE STATION, NNE OF IT, AND 3.303 FEET W OF THE
 DT0666'SE LEG OF THE TOWER.
 DT0666'
 DT0666'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK STAMPED JORDAN
 DT0666'NO 2 1945 AND SET IN A BOULDER PROJECTING ABOUT 3 INCHES.
 DT0666'IT IS WNW OF THE STATION AND ABOUT 2 FEET LOWER.
 DT0666'
 DT0666'AZIMUTH MARK IS A BRONZE AZIMUTH DISK STAMPED JORDAN 1945
 DT0666'AND SET IN A BOULDER PROJECTING ABOUT 1 FOOT.  IT IS ABOUT 3/4
 DT0666'MILE SE OF THE STATION, 40 YARDS DOWN FROM THE TOP OF THE
 DT0666'RIDGE, AND 3 FEET E OF A SMALL CAIRN.  TO REACH FROM THE
 DT0666'STATION, GO E AND S ON THE EAST JORDAN TRAIL FOR ABOUT 1 MILE
 DT0666'TO A CAIRN, BEAR RIGHT ABOUT 200 YARDS TO A CAIRN, TURN RIGHT
 DT0666'DOWN HILL ABOUT 30 YARDS TO THE CAIRN AND MARK.
 DT0666
 DT0666                          STATION RECOVERY (1964)
 DT0666
 DT0666'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (FHB)
 DT0666'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 DT0666'FOUND IN GOOD CONDITION.  A NEW DESCRIPTION ON HOW TO REACH
 DT0666'THE STATION FOLLOWS.
 DT0666'
 DT0666'TO REACH THE STATION FROM THE BEAVERHEAD RANGER STATION WHICH
 DT0666'IS ABOUT 30 MILES WEST-NORTHWEST OF TRUTH OR CONSEQUENCES, GO
 DT0666'NORTH ON THE GRAVELED ROAD FOR 3.5 MILES.  PASS OVER THE
 DT0666'CATTLE GUARD AND CONTINUE NORTH FOR 3.2 MILES.  TAKE THE LEFT
 DT0666'FORK AS PER SIGN WILLOW CR 48, AND GO NORTHWEST FOR 2.6 MILES
 DT0666'TO A THREE WAY FORK.  TAKE THE EXTREME LEFT FORK AND GO
 DT0666'SOUTHWEST FOR 2.0 MILES.  PASS THROUGH THE GATE AND GO
 DT0666'SOUTHWEST FOR 2.8 MILES.  PASS OVER THE CATTLE GUARD AND GO
 DT0666'SOUTHWEST FOR 2.4 MILES.  TAKE THE LEFT FORK AND GO
 DT0666'SOUTHWEST FOR 2.7 MILES.  TURN LEFT ONTO A FAINT TRACK
 DT0666'ROAD AND GO EAST FOR 2.0 MILES TO A EARTHERN TANK.  FROM
 DT0666'HERE ON IS VERY ROUGH GOING AND A 4-WHEEL DRIVE VEHICLE WOULD
 DT0666'BE USEFUL.  PASS AROUND UPPER END OF THE TANK, THEN
 DT0666'SWING BACK SOUTHERLY ON THE TRACK ROAD FOR 1.4 MILES TO A
 DT0666'FORK AT THE UPPER END OF A MEADOW.  TAKE THE RIGHT FORK
 DT0666'AND GO SOUTHERLY ON THE TRACK ROAD FOR 1.9 MILES.  PASS
 DT0666'THROUGH THE GATE AND GO SOUTH FOR 0.7 MILE TO THE TOP OF
 DT0666'BLACK MOUNTAIN, THE LOOKOUT TOWER AND THE STATION.
 DT0666'
 DT0666'THE AZIMUTH MARK WAS NOT LOCATED, BUT IT COULD STILL BE THERE.
 DT0666
 DT0666                          STATION RECOVERY (1965)
 DT0666
 DT0666'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 DT0666'RECOVERED.
 DT0666
 DT0666                          STATION RECOVERY (1966)
 DT0666
 DT0666'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JWC)
 DT0666'THE STATION MARK, REFERENCE MARK 2, AZIMUTH MARK AND THE U.S.
 DT0666'GEOLOGICAL SURVEY BENCH MARK WERE RECOVERED IN GOOD CONDITION.
 DT0666'DUE TO ROAD CHANGES A NEW COMPLETE DESCRIPTION FOLLOWS.
 DT0666'
 DT0666'THE STATION IS ABOUT 7-1/2 MILES SOUTHWEST OF BEAVERHEAD,
 DT0666'ON TOP OF BLACK MOUNTAIN NEAR THE BLACK MOUNTAIN LOOKOUT
 DT0666'TOWER.
 DT0666'
 DT0666'TO REACH THE STATION FROM BEAVERHEAD, GO NORTH ON STATE
 DT0666'HIGHWAY 61 FOR 4.95 MILES TO A CATTLE GUARD.  CROSS CATTLE
 DT0666'GUARD AND CONTINUE NORTHERLY FOR 2.0 MILES TO A FORK AND
 DT0666'SIGN MOGOLLON WILLOW CREEK.  TAKE THE LEFT FORK AND GO NORTHWEST
 DT0666'FOR 2.0 MILES TO A REVERSE FORK ON THE RIGHT.  CONTINUE
 DT0666'WEST-NORTHWEST FOR 0.7 MILE TO A 3-WAY FORK.  TAKE THE EXTREME
 DT0666'LEFT FORK AND GO WEST AND SOUTHWEST FOR 1.9 MILES TO A FORK
 DT0666'WHICH IS ABOUT 0.1 MILE BEFORE REACHING A RANCH HOUSE.  TAKE
 DT0666'THE LEFT FORK AND GO SOUTHEAST AND SOUTH FOR 0.25 MILE TO A
 DT0666'GATE.  PASS THROUGH GATE AND CONTINUE SOUTHWEST FOR 2.8 MILES TO
 DT0666'A CATTLE GUARD.  CONTINUE SOUTHWEST FOR 2.5 MILES TO A
 DT0666'FORK.  TAKE THE LEFT FORK AND CONTINUE SOUTHWEST FOR 0.85
 DT0666'MILE TO A CATTLE GUARD.  CONTINUE SOUTHWEST FOR 2.25 MILES
 DT0666'TO A SIDE ROAD LEFT JUST AFTER ENTERING TIMBER.  TURN
 DT0666'LEFT AND GO SOUTHEAST AND SOUTH ON TRACK ROAD FOR 1.8
 DT0666'MILES TO TWO PONDS.  TURN RIGHT, PASSING BETWEEN THE TWO
 DT0666'PONDS, THEN RIGHT AGAIN AND GO WESTERLY ON TRACK ROAD FOR
 DT0666'1.45 MILES TO A FORK.  TAKE THE RIGHT FORK AND CONTINUE
 DT0666'WESTERLY, UPHILL FOR 1.8 MILES TO A BOARD GATE.  PASS
 DT0666'THROUGH GATE AND CONTINUE WESTERLY FOR 0.8 MILE TO THE
 DT0666'TOP OF MOUNTAIN, THE LOOKOUT TOWER AND THE STATION.
 DT0666'
 DT0666'STATION MARK IS A STANDARD DISK, STAMPED JORDAN 1945, CEMENTED
 DT0666'IN A DRILL HOLE IN A 1 X 2 FOOT BOULDER, THAT PROJECTS 10
 DT0666'INCHES ABOVE THE GROUND.  IT IS 75 FEET SOUTHWEST OF A LOG
 DT0666'CABIN AND 21.5 FEET SOUTH OF THE SOUTHWEST LEG OF THE LOOKOUT
 DT0666'TOWER.
 DT0666'
 DT0666'USGS IS A BRONZE DISK OF THE U.S. GEOLOGICAL SURVEY, STAMPED
 DT0666'ELEVATION ABOVE SEA 9303 FEET DATUM PHONX VA, CEMENTED IN A
 DT0666'DRILL HOLE IN A 2 X 2 FOOT BOULDER, THAT PROJECTS 12 INCHES
 DT0666'ABOVE THE GROUND.  IT IS 69 FEET SOUTHWEST OF THE CABIN, 3
 DT0666'FEET WEST OF THE SOUTHWEST LEG OF THE LOOKOUT TOWER AND ABOUT
 DT0666'1 FOOT LOWER THAN THE STATION.
 DT0666'
 DT0666'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED JORDAN NO 2 1945,
 DT0666'CEMENTED IN A DRILL HOLE IN A 2 X 3 FOOT BOULDER, THAT
 DT0666'PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS 94 FEET WEST OF
 DT0666'THE CABIN, 19 FEET SOUTHWEST OF THE SOUTHWEST LEG OF THE LOOKOUT
 DT0666'TOWER AND ABOUT 2 FEET LOWER THAN THE STATION.
 DT0666'
 DT0666'AZIMUTH MARK IS A STANDARD DISK, STAMPED JORDAN 1945, CEMENTED
 DT0666'IN A DRILL HOLE IN A 1 X 1 FOOT BOULDER, THAT PROJECTS 8
 DT0666'INCHES ABOVE THE GROUND.  IT IS 3 FEET EAST OF A 3 FOOT CAIRN.
 DT0666'
 DT0666'TO REACH THE AZIMUTH MARK FROM THE STATION, PACK EAST AND
 DT0666'SOUTH ON THE EAST JORDAN TRAIL FOR ABOUT 1 MILE TO A CAIRN,
 DT0666'BEAR RIGHT ABOUT 200 YARDS TO A CAIRN, TURN RIGHT, DOWN HILL
 DT0666'FOR ABOUT 30 YARDS TO A CAIRN AND THE MARK.
 DT0666'
 DT0666'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7-1/2 MILES
 DT0666'SOUTHWEST OF BEAVERHEAD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1670 ***********************************************************************
 CX1670  DESIGNATION -  JORNADA
 CX1670  PID         -  CX1670
 CX1670  STATE/COUNTY-  NM/DONA ANA
 CX1670  USGS QUAD   -  ORGAN PEAK NW (1955)
 CX1670
 CX1670                         *CURRENT SURVEY CONTROL
 CX1670  ___________________________________________________________________
 CX1670* NAD 83(1992)-  32 28 41.99264(N)    106 44 11.17671(W)     ADJUSTED  
 CX1670* NAVD 88     -      1316.     (meters)    4318.     (feet)  SCALED    
 CX1670  ___________________________________________________________________
 CX1670  LAPLACE CORR-           0.54  (seconds)                    DEFLEC99
 CX1670  GEOID HEIGHT-         -23.70  (meters)                     GEOID03
 CX1670
 CX1670  HORZ ORDER  -  SECOND
 CX1670
 CX1670.The horizontal coordinates were established by classical geodetic methods
 CX1670.and adjusted by the National Geodetic Survey in December 1993..
 CX1670
 CX1670.The orthometric height was scaled from a topographic map.
 CX1670
 CX1670.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1670
 CX1670.The geoid height was determined by GEOID03.
 CX1670
 CX1670;                    North         East     Units Scale Factor Converg.
 CX1670;SPC NM C     -   164,008.577   454,279.515   MT  0.99992577   -0 15 40.4
 CX1670;SPC NM C     -   538,084.81  1,490,415.38   sFT  0.99992577   -0 15 40.4
 CX1670;UTM  13      - 3,594,785.074   336,830.700   MT  0.99992832   -0 55 57.5
 CX1670
 CX1670!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1670!SPC NM C     -   0.99979720  x   0.99992577  =   0.99972299
 CX1670!UTM  13      -   0.99979720  x   0.99992832  =   0.99972554
 CX1670
 CX1670|---------------------------------------------------------------------|
 CX1670| PID    Reference Object                     Distance      Geod. Az  |
 CX1670|                                                           dddmmss.s |
 CX1670| CC6755 JORNADA RM 1                         21.308 METERS 12019     |
 CX1670| CC6753 JORNADA AZ MK                                      1750704.1 |
 CX1670| CC6754 JORNADA AZ MK RESET                                1750824.0 |
 CX1670| CC6756 JORNADA RM 2                         20.828 METERS 21440     |
 CX1670|---------------------------------------------------------------------|
 CX1670
 CX1670                          SUPERSEDED SURVEY CONTROL
 CX1670
 CX1670  NAD 83(1986)-  32 28 42.00147(N)    106 44 11.17718(W) AD(       ) 2
 CX1670  NAD 27      -  32 28 41.67969(N)    106 44 09.15991(W) AD(       ) 2
 CX1670
 CX1670.Superseded values are not recommended for survey control.
 CX1670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1670.See file dsdata.txt to determine how the superseded data were derived.
 CX1670
 CX1670_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR3683194785(NAD 83)
 CX1670_MARKER: DS = TRIANGULATION STATION DISK
 CX1670_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX1670
 CX1670  HISTORY     - Date     Condition        Report By
 CX1670  HISTORY     - 1936     MONUMENTED       CGS
 CX1670  HISTORY     - 1940     GOOD             USGS
 CX1670  HISTORY     - 1948     GOOD             AMS
 CX1670  HISTORY     - 1955     GOOD             AMS
 CX1670  HISTORY     - 1967     GOOD             USAF
 CX1670  HISTORY     - 1969     GOOD             CGS
 CX1670  HISTORY     - 1973     GOOD             NGS
 CX1670
 CX1670                          STATION DESCRIPTION
 CX1670
 CX1670'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (WRP)
 CX1670'THE STATION IS 15.3 MILES BY ROAD NORTHWEST OF ORGAN, 12.7
 CX1670'MILES BY ROAD NORTH-BY-EAST OF LAS CRUCES, ON OPEN RANGE LAND,
 CX1670'30 METERS (98 FEET) EAST OF A GRAVEL ROAD LEADING TO THE
 CX1670'JORNADA EXPERIMENTAL RANGE HEADQUARTERS.  TO REACH FROM LAS
 CX1670'CRUCES, GO NORTH ON STATE HIGHWAY 3 FOR 5.8 MILES, TURN LEFT
 CX1670'(NORTH) ONTO A GRAVEL ROAD AND GO 6.9 MILES TO THE STATION
 CX1670'SITE ON THE EAST OF THE ROAD.  THE STATION, UNDERGROUND,
 CX1670'AZIMUTH, AND REFERENCE MARKS ARE STANDARD DISKS SET IN
 CX1670'CONCRETE.  REFERENCE
 CX1670'MARK NO. 1 IS 21.309 METERS (69.91 FEET) FROM THE STATION
 CX1670'S 59 DEG 42 MIN E, AND NO. 2 IS 20.850 METERS (68.41
 CX1670'FEET) FROM THE STATION S 34 DEG 40 MIN W.  THE AZIMUTH
 CX1670'MARK IS 30 FEET WEST OF THE CENTER LINE OF THE ROAD, AND 0.4
 CX1670'MILE FROM THE STATION S 04 DEG 53 MIN E.
 CX1670'STATION DONA ANA MAY ALSO BE USED AS AN AZIMUTH MARK.
 CX1670
 CX1670                          STATION RECOVERY (1940)
 CX1670
 CX1670'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1940 (TTR)
 CX1670'STATION MARK--STANDARD USC AND GS DISK SET IN CONCRETE.
 CX1670
 CX1670                          STATION RECOVERY (1948)
 CX1670
 CX1670'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1948
 CX1670'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  SECTION
 CX1670'16, T 21 S, R 2 E.  IT IS STAMPED JORNADA 1936.
 CX1670
 CX1670                          STATION RECOVERY (1955)
 CX1670
 CX1670'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1955
 CX1670'STATION RECOVERED AS DESCRIBED, AND PROJECTING 0.6 FEET.  THE
 CX1670'STATION IS IS 98 FEET E OF CENTERLINE ROAD.  122 FEET ENE OF
 CX1670'INTERSECTION ROAD AND DRAIN.  587 FEET SSE OF INTERSECTION ROAD
 CX1670'AND DRAIN.
 CX1670
 CX1670                          STATION RECOVERY (1967)
 CX1670
 CX1670'RECOVERY NOTE BY US AIR FORCE 1967
 CX1670'STATION WAS FOUND AS DESCRIBED.  THE STATION MARK, R.M. 1 AND
 CX1670'R.M. 2 WERE FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS
 CX1670'FOUND LEANING.
 CX1670
 CX1670                          STATION RECOVERY (1969)
 CX1670
 CX1670'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 CX1670'THE STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AS
 CX1670'DESCRIBED AND FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS
 CX1670'PROJECTING ABOUT 26 INCHES ABOVE THE GROUND AND LEANING SO
 CX1670'IT WAS LOCATED IN A NEW HOLE AND TO THE PROPOSED DEPTH.  A
 CX1670'COMPLETE NEW DESCRIPTION FOLLOWS.
 CX1670'
 CX1670'THE STATION IS LOCATED IN SECTION 16, TOWNSHIP 21 SOUTH, RANGE
 CX1670'2 EAST, ON OPEN RANGE LAND, 15 MILES NW OF ORGAN AND 10 MILES
 CX1670'N.N.E. OF LAS CRUCES, 102 FEET EAST OF THE CENTER LINE OF
 CX1670'GRAVEL ROAD WHICH LEADS TO THE JORNADA EXPERIMENTAL RANGE
 CX1670'HEADQUARTERS.  THE STATION MARK PROJECTS 12 INCHES AND IS STAMPED
 CX1670'JORNADA 1936.
 CX1670'
 CX1670'REFERENCE MARK NO. 1 IS 69.90 FEET SE OF THE STATION.
 CX1670'
 CX1670'REFERENCE MARK NO. 2 IS 68.32 FEET SW OF THE STATION.
 CX1670'
 CX1670'THE AZIMUTH MARK IS 0.4 OF A MILE S OF THE STATION, 34 FEET
 CX1670'W OF THE CENTER LINE OF GRAVEL ROAD, PROJECTS 2 INCHES, AND IS
 CX1670'STAMPED JORNADA 1936 RESET 1969.
 CX1670'
 CX1670'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 25 AND
 CX1670'U.S. HIGHWAY 70 AND 82 NE OF THE TOWN OF LAS CRUCES, GO NE ON
 CX1670'U.S. HIGHWAY 70 AND 82 FOR 3.3 MILES TO A WIDE ROAD ON THE LEFT
 CX1670'AND A SIGN, JORNADA RANGE.  TURN LEFT AND GO NORTH ALONG A
 CX1670'GRAVEL ROAD FOR 6.5 MILES TO THE AZIMUTH MARK ON THE LEFT.
 CX1670'CONTINUE ON GRAVEL ROAD N FOR 0.4 MILES TO THE STATION ON THE
 CX1670'RIGHT.
 CX1670'
 CX1670'NOTE--THE MEASUREMENTS TO THE REFERENCE MARKS WERE CHECKED
 CX1670'AND VERIFIED.
 CX1670'
 CX1670'HEIGHT OF LIGHT ABOVE STATION MARK 8 FEET.
 CX1670'
 CX1670'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--11 MILES
 CX1670'NNE OF LAS CRUCES
 CX1670
 CX1670                          STATION RECOVERY (1973)
 CX1670
 CX1670'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CWW)
 CX1670'THE STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.
 CX1670'THE AZIMUTH MARK WAS NOT SEARCHED FOR.
 CX1670'
 CX1670'THE STATION IS 11.8 MILES AIRLINE NORTH-NORTHEAST OF LAS CRUCES
 CX1670'ON OPEN RANGE LAND.  TO REACH FROM THE INTERSECTION OF I-25
 CX1670'AND U.S. 70-82 WHICH LIES NORTH-NORTHEAST OF LAS CRUCES, GO
 CX1670'EAST ON U.S. 70-82 3.9 MILES.  TURN LEFT ONTO A WELL BLADED
 CX1670'GRAVEL ROAD GOING BY A JORNADA RANCH SIGN.  GO NORTH 6.9 MILES
 CX1670'TO THE STATION ON THE RIGHT.  THE STATION IS LOCATED 98 FEET
 CX1670'EAST OF THE GRAVEL ROAD.
 CX1670'
 CX1670'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--11.8 MILES
 CX1670'NNE OF LAS CRUCES
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS1296 ***********************************************************************
 DS1296  DESIGNATION -  JORNADA
 DS1296  PID         -  DS1296
 DS1296  STATE/COUNTY-  NM/SOCORRO
 DS1296  USGS QUAD   -  POPE (1981)
 DS1296
 DS1296                         *CURRENT SURVEY CONTROL
 DS1296  ___________________________________________________________________
 DS1296* NAD 83(1992)-  33 31 12.46609(N)    106 59 30.21235(W)     ADJUSTED  
 DS1296* NAVD 88     -      1456.97   (+/-2cm)    4780.1    (feet)  VERTCON   
 DS1296  ___________________________________________________________________
 DS1296  LAPLACE CORR-           2.84  (seconds)                    DEFLEC99
 DS1296  GEOID HEIGHT-         -22.83  (meters)                     GEOID03
 DS1296
 DS1296  HORZ ORDER  -  FIRST
 DS1296  VERT ORDER  -  THIRD ? (See Below)
 DS1296
 DS1296.The horizontal coordinates were established by classical geodetic methods
 DS1296.and adjusted by the National Geodetic Survey in December 1993..
 DS1296
 DS1296.The NAVD 88 height was computed by applying the VERTCON shift value to
 DS1296.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DS1296.The vertical order pertains to the NGVD 29 superseded value.
 DS1296
 DS1296.The Laplace correction was computed from DEFLEC99 derived deflections.
 DS1296
 DS1296.The geoid height was determined by GEOID03.
 DS1296
 DS1296;                    North         East     Units Scale Factor Converg.
 DS1296;SPC NM C     -   279,679.155   431,099.056   MT  0.99995851   -0 24 34.6
 DS1296;SPC NM C     -   917,580.69  1,414,364.15   sFT  0.99995851   -0 24 34.6
 DS1296;SPC NM W     -   279,754.621   908,180.811   MT  0.99999200   +0 27 53.2
 DS1296;SPC NM W     -   917,828.29  2,979,589.88   sFT  0.99999200   +0 27 53.2
 DS1296;UTM  13      - 3,710,726.836   315,025.998   MT  1.00002184   -1 06 00.7
 DS1296
 DS1296!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS1296!SPC NM C     -   0.99977490  x   0.99995851  =   0.99973342
 DS1296!SPC NM W     -   0.99977490  x   0.99999200  =   0.99976690
 DS1296!UTM  13      -   0.99977490  x   1.00002184  =   0.99979674
 DS1296
 DS1296:                Primary Azimuth Mark                     Grid Az
 DS1296:SPC NM C     -  SALINAS PEAK                             120 11 03.3
 DS1296:SPC NM W     -  SALINAS PEAK                             119 18 35.5
 DS1296:UTM  13      -  SALINAS PEAK                             120 52 29.4
 DS1296
 DS1296|---------------------------------------------------------------------|
 DS1296| PID    Reference Object                     Distance      Geod. Az  |
 DS1296|                                                           dddmmss.s |
 DS1296| DS1224 SALINAS PEAK                        APPROX.49.4 KM 1194628.7 |
 DS1296| CD3058 JORNADA RM 1                         17.314 METERS 16756     |
 DS1296| CD3059 JORNADA RM 2                         17.504 METERS 24713     |
 DS1296| DS1335 FORT CRAIG FAA MICROWAVE MAST       APPROX.17.0 KM 3342101.9 |
 DS1296| CD1655 119 4720.673                                       3490029.9 |
 DS1296|---------------------------------------------------------------------|
 DS1296
 DS1296                          SUPERSEDED SURVEY CONTROL
 DS1296
 DS1296  NAD 83(1986)-  33 31 12.47364(N)    106 59 30.21523(W) AD(       ) 1
 DS1296  NAD 27      -  33 31 12.22205(N)    106 59 28.11672(W) AD(       ) 1
 DS1296  NGVD 29 (07/19/86) 1456.30   (m)         4777.9    (f) LEVELING    3  
 DS1296
 DS1296.Superseded values are not recommended for survey control.
 DS1296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS1296.See file dsdata.txt to determine how the superseded data were derived.
 DS1296
 DS1296_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT1502610727(NAD 83)
 DS1296_MARKER: DS = TRIANGULATION STATION DISK
 DS1296_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS1296
 DS1296  HISTORY     - Date     Condition        Report By
 DS1296  HISTORY     - 1934     MONUMENTED       CGS
 DS1296  HISTORY     - 1954     SEE DESCRIPTION  CGS
 DS1296  HISTORY     - 1966     GOOD             CGS
 DS1296  HISTORY     - 1967     GOOD             CGS
 DS1296  HISTORY     - 1968     GOOD             CGS
 DS1296  HISTORY     - 1974     GOOD             NGS
 DS1296
 DS1296                          STATION DESCRIPTION
 DS1296
 DS1296'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (LCJ)
 DS1296'THE STATION IS ABOUT 14 MILES SOUTH OF SAN MARCIAL, 2-1/2 MILES
 DS1296'NORTHEAST OF LAVA RAILROAD STATION ON THE ATCHISON, TOPEKA AND
 DS1296'SANTA FE RAILWAY, ON A LOW, FLAT, MALPAIS RIDGE ON THE WEST
 DS1296'EDGE OF THE JORNADA DEL MUERTO.  TO REACH THE STATION, FOLLOW
 DS1296'THE MAIN ROAD NORTHWARD FROM LAVA RAILROAD STATION ABOUT 3.5
 DS1296'MILES TO AN EAST-WEST ROAD CROSSING THE RAILROAD.  FROM THIS
 DS1296'POINT THE RIDGE ON WHICH THE STATION IS LOCATED IS 0.2 MILE
 DS1296'TOWARD THE SOUTH.  THE STATION, UNDERGROUND AND REFERENCE MARKS
 DS1296'ARE STANDARD DISKS SET IN CONCRETE.
 DS1296'REFERENCE MARK NO. 1 IS 17.320 METERS (56.82 FEET)
 DS1296'FROM THE STATION S 12 DEG 04 MIN E AND NO. 2 IS 17.510
 DS1296'METERS (57.45 FEET) FROM THE STATION S 67 DEG 13 MIN W.
 DS1296
 DS1296                          STATION RECOVERY (1954)
 DS1296
 DS1296'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (WRH)
 DS1296'STATION RECOVERED AS DESCRIBED AND ALL MARKS ARE IN GOOD
 DS1296'CONDITION.  A COMPLETE DESCRIPTION FOLLOWS.
 DS1296'
 DS1296'STATION IS LOCATED, AIRLINE, ABOUT 14 MILES SOUTH OF SAN MARCIAL,
 DS1296'12 MILES EAST OF U.S. HIGHWAY 85 WHERE IT CROSSES THE NOGAL CANYON,
 DS1296'2-1/2 MILES NORTHEAST OF THE LAVA RAILROAD STATION AND 1/4 MILE
 DS1296'WEST OF THE SANTA FE RAILROAD WHICH RUNS ALONG THE EAST SIDE OF
 DS1296'THE RIO GRANDE RIVER.  IT IS ON THE WEST SIDE OF THE JORNADA
 DS1296'DEL MUERTO ON A LOW, FLAT ROCKY RIDGE.
 DS1296'
 DS1296'STATION IS REACHED AS FOLLOWS--FROM THE JUNCTION OF U.S. HIGHWAYS
 DS1296'85 AND 380 AT SAN ANTONIO, GO EAST ON U.S. HIGHWAY 380 FOR 1.5
 DS1296'MILES TO A GRADED SIDE ROAD ON THE RIGHT, SOUTH--TURN RIGHT AND GO
 DS1296'0.4 MILE TO A FORK.  TAKE THE LEFT FORK AND FOLLOW THE MAIN ROAD,
 DS1296'IGNORE ALL RIGHT HAND ROADS WHICH ONLY LEAD TO THE RIVER,
 DS1296'CROSSING SEVERAL CATTLE GUARDS AND PASSING THROUGH SEVERAL WIRE
 DS1296'GATES, FOR 17.7 MILES TO AN OLD CHURCH BUILDING ON THE RIGHT AT
 DS1296'THE SOUTH EDGE OF THE ABANDONED VILLAGE OF VAL VERDE.  TURN LEFT,
 DS1296'EAST, AND GO 0.2 MILE, PASS THROUGH BOARD GATE AND CONTINUE FOR
 DS1296'2.2 MILES.  TAKE THE RIGHT FORK AND GO 3.4 MILES.  PASS TO
 DS1296'THE LEFT OF RANCH BUILDING AND CONTINUE 2.1 MILES TO WHERE THE
 DS1296'ROAD TURNS LEFT ALONG THE EAST SIDE OF THE RAILROAD.
 DS1296'CONTINUE SOUTHERLY ALONG THE EAST SIDE OF THE RAILROAD FOR
 DS1296'2.9 MILES TO A FORK AT A TELEPHONE LINE.  TAKE THE RIGHT FORK
 DS1296'AND GO 4.4 MILES TO A RAILROAD CROSSING.  CROSS RAILROAD
 DS1296'TRACKS AND CONTINUE SOUTHERLY ALONG THE WEST SIDE OF THE
 DS1296'RAILROAD FOR 1.8 MILES TO USGS BM 119 WHICH IS USED FOR THE
 DS1296'AZIMUTH MARK.  CONTINUE FOR 0.1 MILE TO AN OLD ROAD THAT TURNS
 DS1296'LEFT ACROSS THE RAILROAD TRACK AT A SMALL BUILDING.  TURN
 DS1296'LEFT ACROSS THE RAILROAD TRACKS AND FOLLOW THE TRACK ROAD
 DS1296'SOUTHEASTERLY FOR 0.3 MILE TO THE TOP OF THE RIDGE THEN LEFT FOR
 DS1296'300 FEET TO THE STATION.  A FOUR WHEEL DRIVE TRUCK IS NEEDED FOR
 DS1296'THE LAST 0.1 MILE TO GET UP ON THE RIDGE.
 DS1296'
 DS1296'STATION MARK, STAMPED JORNADA 1934, IS A STANDARD DISK SET IN
 DS1296'THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT PROJECTS 4 INCHES.
 DS1296'IT IS ABOUT 100 FEET EAST OF THE NORTH WEST EDGE OF THE RIDGE.
 DS1296'
 DS1296'REFERENCE MARK NUMBER 1, STAMPED JORNADA NO. 1 1934, IS A STANDARD
 DS1296'DISK SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT PROJECTS
 DS1296'5 INCHES AND IS AT ABOUT THE SAME ELEVATION AS THE STATION.
 DS1296'
 DS1296'REFERENCE MARK NUMBER 2, STAMPED JORNADA NO. 2 1934, IS A STANDARD
 DS1296'DISK SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT
 DS1296'PROJECTS 5 INCHES AND IS AT ABOUT THE SAME ELEVATION AS THE STATION.
 DS1296'
 DS1296'USGS BM 119, STAMPED 4720.67 119 IS A STANDARD USGS BENCH MARK CAP
 DS1296'RIVETED TO A 3 INCH IRON PIPE THAT PROJECTS 10 INCHES.  IT IS 39.0
 DS1296'FEET WEST OF THE WEST RAIL OF THE RAILROAD TRACKS, 5.0 FEET EAST
 DS1296'OF THE FENCE LINE AND 2.0 FEET SOUTH OF A WITNESS POST.
 DS1296
 DS1296                          STATION RECOVERY (1966)
 DS1296
 DS1296'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (ANP)
 DS1296'THE STATION MARK, REFERENCE MARKS 1, 2 AND BM 119 WERE RECOVERED
 DS1296'IN GOOD CONDITION.  DUE TO ROAD CHANGES A NEW COMPLETE DESCRIPTION
 DS1296'FOLLOWS.
 DS1296'
 DS1296'THE STATION IS ABOUT 30 MILES NORTHEAST OF TRUTH OR CONSEQUENCES,
 DS1296'3 MILES NORTH-NORTHEAST OF LAVA RAILROAD STATION AND 3 MILES
 DS1296'NORTH OF SOCORRO - SIERRA COUNTY LINE, ON TOP AND NEAR THE CENTER
 DS1296'OF A FLAT TOP, BRUSH COVERED MESA.
 DS1296'
 DS1296'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 85 AND
 DS1296'STATE HIGHWAY 51 IN TRUTH OF CONSEQUENCES, GO EAST ON HIGHWAY 51
 DS1296'FOR 4.75 MILES TO THE JUNCTION WITH STATE HIGHWAY 52.  CONTINUE
 DS1296'EASTERLY ON HIGHWAY 52 FOR 11.5 MILES TO A T-ROAD JUNCTION JUST
 DS1296'AFTER CROSSING A RAILROAD TRACK.  TURN LEFT AND GO NORTH ON
 DS1296'GRAVELED ROAD, ALONG THE EAST SIDE OF RAILROAD TRACKS FOR 0.15
 DS1296'MILE TO A FORK.  TAKE THE LEFT FORK, AROUND THE EAST SIDE OF A
 DS1296'STOCK PEN AND CONTINUE NORTHERLY FOR 9.85 MILES TO THE DEEP
 DS1296'WELL RANCH HOUSE ON THE LEFT.  CONTINUE NORTHERLY FOR 7.4 MILES
 DS1296'TO A FORK.  TAKE THE LEFT FORK AND CONTINUE NORTHERLY FOR 1.85
 DS1296'MILES TO THE ENTRANCE TO THE ELEPHANT BUTTE STATION,
 DS1296'U.S. NAVAL SPACE SURVEILLANCE SYSTEM AND A SIDE ROAD LEFT.
 DS1296'TURN LEFT AND GO WESTERLY ON TRACK ROAD FOR 2.55 MILES TO A GATE
 DS1296'AT A RAILROAD CROSSING.  PASS THROUGH GATE, CROSSING
 DS1296'RAILROAD TRACKS AND TURN RIGHT AND GO NORTHERLY FOR 0.15 MILE
 DS1296'TO A FORK.  TAKE THE RIGHT FORK AND CONTINUE NORTHERLY ALONG
 DS1296'THE WEST SIDE OF RAILROAD TRACKS FOR 1.6 MILES TO A METAL
 DS1296'GATE.  PASS THROUGH GATE AND CONTINUE NORTHERLY FOR 0.9
 DS1296'MILE TO A GATE.  PASS THROUGH GATE AND CONTINUE FOR 0.35 MILE TO
 DS1296'THE LAVA RAILROAD STATION ON THE RIGHT.  CONTINUE NORTHERLY ON
 DS1296'TRACK ROAD FOR 0.55 MILE TO A CROSSROAD.  TURN RIGHT AND GO
 DS1296'NORTHEASTERLY ON TRACK ROAD FOR 3.35 MILES TO A GATE ON THE
 DS1296'RIGHT AT A RAILROAD CROSSING.  (TO REACH BM 119 FROM THIS
 DS1296'POINT, CONTINUE NORTHERLY FOR 0.1 MILE TO THE MARK ON THE
 DS1296'RIGHT.) TURN RIGHT, PASSING THROUGH TWO GATES AND CROSSING RAILROAD
 DS1296'TRACKS, THEN RIGHT AND GO SOUTHEASTERLY, PICKING WAY CROSS COUNTRY
 DS1296'AND UP STEEP HILL FOR 0.5 MILE TO THE TOP AND NEAR THE CENTER OF
 DS1296'MESA AND STATION.
 DS1296'
 DS1296'STATION MARK IS A STANDARD DISK, STAMPED JORNADA 1934, SET IN THE
 DS1296'TOP OF A 12 INCH SQUARE CONCRETE POST, THAT PROJECTS 5 INCHES
 DS1296'ABOVE THE GROUND.
 DS1296'
 DS1296'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED JORNADA NO 1 1934,
 DS1296'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST, THAT PROJECTS
 DS1296'3 INCHES ABOVE THE GROUND.  IT IS ABOUT THE SAME ELEVATION AS
 DS1296'THE STATION.
 DS1296'
 DS1296'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED JORNADA NO 2 1934,
 DS1296'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST, THAT PROJECTS
 DS1296'3 INCHES ABOVE THE GROUND.  IT IS ABOUT THE SAME ELEVATION AS THE
 DS1296'STATION.
 DS1296'
 DS1296'BM 119 IS A BRONZE DISK OF THE U.S. GEOLOGICAL SURVEY, STAMPED
 DS1296'4720 673, FASTENED TO THE TOP OF A 3 INCH IRON PIPE, THAT
 DS1296'PROJECTS 6 INCHES ABOVE THE GROUND.  IT IS 30 FEET WEST OF THE WEST
 DS1296'RAIL OF THE RAILROAD TRACKS, 18 FEET SOUTH OF A TELEPHONE LINE
 DS1296'POLE, 7 FEET EAST OF THE EAST RIGHT-OF-WAY FENCE AND 2 FEET SOUTH
 DS1296'OF A WITNESS POST.
 DS1296'
 DS1296'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--30 MILES
 DS1296'NORTHEAST OF TRUTH OR CONSEQUENCES
 DS1296
 DS1296                          STATION RECOVERY (1967)
 DS1296
 DS1296'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (JCC)
 DS1296'STATION WAS RECOVERED AS DESCRIBED.  FOLLOWING IS A NEW AND
 DS1296'COMPLETE TO REACH--
 DS1296'
 DS1296'TO REACH FROM THE STORE IN ENGLE, NEW MEXICO, GO NORTH ON THE
 DS1296'BLADED ROAD ON THE EAST SIDE OF THE RAILROAD TRACK FOR 0.2 MILE
 DS1296'TO A Y FORK.  TAKE THE LEFT FORK AS PER SIGN U.S. NAVY SPACE
 DS1296'SURVEILLANCE STATION 20 MILES.  CONTINUE NORTH ON THE EAST SIDE
 DS1296'OF THE RAILROAD TRACK FOR 7.1 MILES TO A Y FORK.  TAKE THE
 DS1296'RIGHT FORK, LEAVING THE RAILROAD TRACK, AND CONTINUE NORTH FOR
 DS1296'3.2 MILES TO A CATTLE GUARD, GATE, AND RANCH BUILDINGS.
 DS1296'CONTINUE FOR 7.7 MILES TO A Y FORK.  TAKE THE RIGHT FORK FOR 1.9
 DS1296'MILES TO A CATTLE GUARD AND FENCE FOR THE SPACE SURVEILANCE
 DS1296'STATION.  TURN LEFT AROUND THE FENCE FOR 0.9 MILE TO A CROSS
 DS1296'ROAD.  CONTINUE 1.7 MILES TO THE RAILROAD TRACKS AND 2
 DS1296'GATES.  GO THROUGH THE GATES AND CROSS THE RAILROAD TRACKS,
 DS1296'AND CONTINUE ALONG THE WEST SIDE OF THE RAILROAD TRACKS FOR 3.1
 DS1296'MILES TO LAVA R.R. SIDING AND BUILDINGS.  CONTINUE NORTH ALONG
 DS1296'THE WEST SIDE OF THE RAILROAD TRACK FOR 4.0 MILES TO A GATE
 DS1296'ON THE RIGHT.  FROM THIS POINT THE STATION CAN BE SEEN TO THE
 DS1296'SOUTHEAST ON A RISE.  GO THROUGH THE GATES AND ACROSS THE
 DS1296'RAILROAD TRACKS FOR 0.2 MILE TO THE STATION.
 DS1296
 DS1296                          STATION RECOVERY (1968)
 DS1296
 DS1296'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JBJ)
 DS1296'THE STATION MARK, REFERENCE MARKS 1, 2 AND BENCH MARK 119 WERE
 DS1296'RECOVERED AS DESCRIBED BY A.N. POTTER IN 1966.
 DS1296'
 DS1296'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--30 MILES
 DS1296'NORTHEAST OF TRUTH OR CONSEQUENCES
 DS1296
 DS1296                          STATION RECOVERY (1974)
 DS1296
 DS1296'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CWW)
 DS1296'STATION AND REFERENCE MARKS FOUND IN GOOD CONDITION.  AZIMUTH MARK
 DS1296'NOT SEARCHED FOR.  DESCRIPTION TO REACH STATION IS GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY1035 ***********************************************************************
 CY1035  DESIGNATION -  JOSE
 CY1035  PID         -  CY1035
 CY1035  STATE/COUNTY-  NM/HIDALGO
 CY1035  USGS QUAD   -  PYRAMID PEAK (1964)
 CY1035
 CY1035                         *CURRENT SURVEY CONTROL
 CY1035  ___________________________________________________________________
 CY1035* NAD 83(1992)-  32 10 06.54128(N)    108 43 30.64809(W)     ADJUSTED  
 CY1035* NAVD 88     -      1473.4    (meters)    4834.     (feet)  VERTCON   
 CY1035  ___________________________________________________________________
 CY1035  LAPLACE CORR-           3.19  (seconds)                    DEFLEC99
 CY1035  GEOID HEIGHT-         -25.60  (meters)                     GEOID03
 CY1035
 CY1035  HORZ ORDER  -  FIRST
 CY1035
 CY1035.The horizontal coordinates were established by classical geodetic methods
 CY1035.and adjusted by the National Geodetic Survey in December 1993..
 CY1035
 CY1035.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY1035.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY1035
 CY1035.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY1035
 CY1035.The geoid height was determined by GEOID03.
 CY1035
 CY1035;                    North         East     Units Scale Factor Converg.
 CY1035;SPC NM W     -   129,898.736   745,886.600   MT  1.00000389   -0 28 29.5
 CY1035;SPC NM W     -   426,176.10  2,447,129.62   sFT  1.00000389   -0 28 29.5
 CY1035;UTM  12      - 3,561,378.904   714,499.654   MT  1.00016744   +1 12 41.8
 CY1035
 CY1035!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY1035!SPC NM W     -   0.99977272  x   1.00000389  =   0.99977661
 CY1035!UTM  12      -   0.99977272  x   1.00016744  =   0.99994012
 CY1035
 CY1035|---------------------------------------------------------------------|
 CY1035| PID    Reference Object                     Distance      Geod. Az  |
 CY1035|                                                           dddmmss.s |
 CY1035| CC6758 JOSE RM 1                            22.560 METERS 03415     |
 CY1035| CC6757 JOSE AZ MK                                         0813829.2 |
 CY1035| CC6759 JOSE RM 2                            22.548 METERS 28049     |
 CY1035| CY1034 JOSE RM A                            25.204 METERS 31340     |
 CY1035|---------------------------------------------------------------------|
 CY1035
 CY1035                          SUPERSEDED SURVEY CONTROL
 CY1035
 CY1035  NAD 83(1992)-  32 10 06.53974(N)    108 43 30.64687(W) AD(       ) 1
 CY1035  NAD 83(1986)-  32 10 06.53713(N)    108 43 30.64607(W) AD(       ) 1
 CY1035  NAD 27      -  32 10 06.23284(N)    108 43 28.45091(W) AD(       ) 1
 CY1035  NGVD 29 (07/19/86) 1472.6    (m)         4831.     (f) VERT ANG       
 CY1035
 CY1035.Superseded values are not recommended for survey control.
 CY1035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1035.See file dsdata.txt to determine how the superseded data were derived.
 CY1035
 CY1035_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYA1450061379(NAD 83)
 CY1035_MARKER: DS = TRIANGULATION STATION DISK
 CY1035_SETTING: 66 = SET IN ROCK OUTCROP
 CY1035_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 CY1035
 CY1035  HISTORY     - Date     Condition        Report By
 CY1035  HISTORY     - 1970     MONUMENTED       NGS
 CY1035
 CY1035                          STATION DESCRIPTION
 CY1035
 CY1035'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WMJ)
 CY1035'THE STATION IS LOCATED ABOUT 12-1/2 MILES SOUTH OF LORDSBURG, 10-1/2
 CY1035'MILES NORTHEAST OF COTTON CITY, 9 MILES WEST OF THE MUIR RANCH
 CY1035'HEADQUARTERS, 0.5 MILE NORTHEAST OF AN OLD ABANDONED CEMENT HOUSE
 CY1035'AND ON THE HIGHEST POINT OF A NORTH-SOUTH RIDGE.  THE LAND IS OWNED
 CY1035'BY THE U. S. GOVERNMENT, CONTROLLED BY THE BUREAU OF LAND MANAGEMENT
 CY1035'AND LEASED BY THE MUIR RANCH.
 CY1035'
 CY1035'TO REACH THE STATION FROM THE MUIR EXIT ON INTERSTATE HIGHWAY 10,
 CY1035'ABOUT 12 MILES EAST OF LORDSBURG, GO SOUTH ON THE GRAVELED ROAD FOR
 CY1035'5.1 MILES TO A GRADED SIDE ROAD RIGHT, JUST SOUTH OF A WHITE RANCH
 CY1035'HOUSE.  TURN RIGHT AND GO WEST ON THE GRADED ROAD FOR 1.6 MILES TO
 CY1035'A FORK.  TAKE THE LEFT FORK, CROSSING A CATTLE GUARD, AND CONTINUE
 CY1035'AHEAD WESTERLY FOR 0.4 MILE TO A SIDE ROAD RIGHT LEADING TO THE
 CY1035'RANCH BUILDINGS.  TURN RIGHT CROSSING THE CATTLE GUARD AND THEN
 CY1035'BEAR LEFT ON THE TRACK ROAD SOUTHWESTERLY FOR 1.0 MILE TO A GATE.
 CY1035'PASS THROUGH THE GATE AND GO SOUTHWESTERLY ON THE TRACK ROAD FOR
 CY1035'2.0 MILES TO AN EARTHEN TANK ON THE LEFT.  CONTINUE WEST ON
 CY1035'THE TRACK ROAD FOR 0.9 MILE TO A GATE.  PASS THROUGH THE GATE AND
 CY1035'CONTINUE SOUTHWESTERLY ON THE TRACK ROAD FOR 0.5 MILE TO
 CY1035'AN EARTHEN TANK ON THE LEFT.  CONTINUE SOUTHWESTERLY ON THE TRACK
 CY1035'ROAD FOR 2.4 MILES TO A FORK AT A GATE.  TAKE THE RIGHT FORK AND GO
 CY1035'WEST ALONG THE NORTH SIDE OF A FENCE FOR 0.2 MILE TO A GATE IN A
 CY1035'FOUR WAY FENCE CORNER.  PASS THROUGH THE GATE, TURN RIGHT AND GO
 CY1035'NORTH ON THE TRACK ROAD FOR 0.8 MILE TO A FORK.  TAKE THE LEFT FORK
 CY1035'AND GO WESTERLY ON THE TRACK ROAD FOR 2.6 MILES TO CORRALS AND TWO
 CY1035'WINDMILLS.  PASS THROUGH TWO GATES AND CONTINUE WESTERLY ON THE
 CY1035'TRACK ROAD FOR 1.2 MILES TO A ROCK RIDGE ON THE RIGHT AND THE
 CY1035'AZIMUTH MARK.  CONTINUE SOUTHWESTERLY ON THE TRACK ROAD FOR 1.65
 CY1035'MILES TO A FORK AT THE BOTTOM OF A DRAW.  TAKE THE RIGHT FORK
 CY1035'AND GO NORTHERLY UP HILL FOR 0.4 MILE TO THE HIGHEST POINT OF
 CY1035'THE HILL AND THE STATION AS DESCRIBED.
 CY1035'
 CY1035'THE STATION MARK IS A STANDARD DISK STAMPED JOSE 1970, CEMENTED IN
 CY1035'A DRILL HOLE IN BEDROCK ABOUT 15 INCHES BELOW THE GROUND SURFACE.
 CY1035'IT IS 56.5 FEET SOUTHEAST OF A METAL WITNESS POST WITH SIGN SET IN
 CY1035'A 2 FOOT CAIRN ON THE HIGHEST POINT OF THE HILL.
 CY1035'
 CY1035'REFERENCE MARK 1 IS A STANDARD DISK STAMPED JOSE NO 1 1970, CEMENTED
 CY1035'IN A DRILL HOLE IN A BOULDER THAT PROJECTS ABOUT 10 INCHES ABOVE THE
 CY1035'GROUND SURFACE.  IT IS 57.5 FEET EAST OF THE METAL WITNESS POST
 CY1035'WITH SIGN AND ABOUT 2 FEET LOWER THAN THE STATION.
 CY1035'
 CY1035'REFERENCE MARK 2 IS A STANDARD DISK STAMPED JOSE NO 2 1970, CEMENTED
 CY1035'IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT IS EXPOSED ABOUT 26 X 15
 CY1035'INCHES AND PROJECTS ABOUT 8 INCHES ABOVE THE GROUND SURFACE.  IT IS
 CY1035'71 FEET WEST-SOUTHWEST OF THE METAL WITNESS POST WITH SIGN
 CY1035'ATTACHED AND ABOUT 2 FEET LOWER THAN THE STATION.
 CY1035'
 CY1035'THE AZIMUTH MARK IS A STANDARD DISK STAMPED JOSE 1970, CEMENTED IN A
 CY1035'DRILL HOLE IN OUTCROPPING BEDROCK ABOUT 2 X 2 FEET AND PROJECTING
 CY1035'6 INCHES ABOVE THE GROUND SURFACE.  IT IS 171 FEET NORTHWEST OF THE
 CY1035'CENTER OF THE TRACK ROAD, 20 FEET NORTHWEST OF THE HIGHEST POINT
 CY1035'OF THE RIDGE AND 3.5 FEET SOUTHWEST OF A METAL WITNESS POST SET IN
 CY1035'A 2 FOOT CAIRN.
 CY1035'
 CY1035'DUE TO THE DIFFERENCE IN ELEVATION THE LINE FROM RM 1 TO RM 2 COULD
 CY1035'NOT BE MEASURED.
 CY1035'
 CY1035'THE TRAVERSE DISTANCE ABOVE HAS BEEN REDUCED TO SEA LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0441 ***********************************************************************
 GN0441  DESIGNATION -  JOSE
 GN0441  PID         -  GN0441
 GN0441  STATE/COUNTY-  NM/RIO ARRIBA
 GN0441  USGS QUAD   -  SAN JUAN PUEBLO (1977)
 GN0441
 GN0441                         *CURRENT SURVEY CONTROL
 GN0441  ___________________________________________________________________
 GN0441* NAD 83(1992)-  36 02 09.30482(N)    106 05 53.53961(W)     ADJUSTED  
 GN0441* NAVD 88     -      1780.63   (+/-2cm)    5842.0    (feet)  VERTCON   
 GN0441  ___________________________________________________________________
 GN0441  LAPLACE CORR-           1.59  (seconds)                    DEFLEC99
 GN0441  GEOID HEIGHT-         -19.13  (meters)                     GEOID03
 GN0441
 GN0441  HORZ ORDER  -  SECOND
 GN0441  VERT ORDER  -  THIRD ? (See Below)
 GN0441
 GN0441.The horizontal coordinates were established by classical geodetic methods
 GN0441.and adjusted by the National Geodetic Survey in December 1993..
 GN0441
 GN0441.The NAVD 88 height was computed by applying the VERTCON shift value to
 GN0441.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GN0441.The vertical order pertains to the NGVD 29 superseded value.
 GN0441
 GN0441.The Laplace correction was computed from DEFLEC99 derived deflections.
 GN0441
 GN0441.The geoid height was determined by GEOID03.
 GN0441
 GN0441;                    North         East     Units Scale Factor Converg.
 GN0441;SPC NM C     -   558,508.589   513,678.785   MT  0.99990230   +0 05 21.5
 GN0441;SPC NM C     - 1,832,373.60  1,685,294.48   sFT  0.99990230   +0 05 21.5
 GN0441;UTM  13      - 3,988,490.135   401,064.375   MT  0.99972061   -0 38 46.0
 GN0441
 GN0441!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GN0441!SPC NM C     -   0.99972361  x   0.99990230  =   0.99962594
 GN0441!UTM  13      -   0.99972361  x   0.99972061  =   0.99944430
 GN0441
 GN0441:                Primary Azimuth Mark                     Grid Az
 GN0441:SPC NM C     -  SANTA FE ALBUQUERQUE TEL MAST            145 19 59.6
 GN0441:UTM  13      -  SANTA FE ALBUQUERQUE TEL MAST            146 04 07.1
 GN0441
 GN0441|---------------------------------------------------------------------|
 GN0441| PID    Reference Object                     Distance      Geod. Az  |
 GN0441|                                                           dddmmss.s |
 GN0441| FN0730 SANTA FE ALBUQUERQUE TEL MAST       APPROX.32.2 KM 1452521.1 |
 GN0441| CD3545 JOSE AZ MK                                         1571108.2 |
 GN0441| CD3546 JOSE RM 1                             6.596 METERS 22114     |
 GN0441| CD3547 JOSE RM 2                             6.669 METERS 33046     |
 GN0441|---------------------------------------------------------------------|
 GN0441
 GN0441                          SUPERSEDED SURVEY CONTROL
 GN0441
 GN0441  NAD 83(1986)-  36 02 09.30803(N)    106 05 53.54463(W) AD(       ) 2
 GN0441  NAD 27      -  36 02 09.22820(N)    106 05 51.45900(W) AD(       ) 2
 GN0441  NGVD 29 (07/19/86) 1779.62   (m)         5838.6    (f) LEVELING    3  
 GN0441
 GN0441.Superseded values are not recommended for survey control.
 GN0441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0441.See file dsdata.txt to determine how the superseded data were derived.
 GN0441
 GN0441_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV0106488490(NAD 83)
 GN0441_MARKER: DS = TRIANGULATION STATION DISK
 GN0441_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GN0441_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GN0441
 GN0441  HISTORY     - Date     Condition        Report By
 GN0441  HISTORY     - 1949     MONUMENTED       USGS
 GN0441  HISTORY     - 1953     GOOD             CGS
 GN0441
 GN0441                          STATION DESCRIPTION
 GN0441
 GN0441'DESCRIBED BY US GEOLOGICAL SURVEY 1949
 GN0441'STATION LOCATED ABOUT 3 MI. (AIRLINE) NW. OF ESPANOLA ON BENCH
 GN0441'OVERLOOKING U.S. HIGHWAY 84 AND 285 AT FIRST CURVE IN HIGHWAY N. OF
 GN0441'ESPANOLA, IN SEC. 21, T 21 N, R 8 E.
 GN0441'
 GN0441'TO REACH STATION FROM ESPANOLA POST OFFICE, GO N. ON U.S. HIGHWAY 84
 GN0441'AND 285 FOR 3.4 MI., FROM THIS POINT PACK W. UP TO TOP OF BENCH (5
 GN0441'MINUTE PACK) AND STATION SITE.
 GN0441'
 GN0441'STATION MARK--STANDARD TABLET SET IN CONCRETE POST STAMPED---JOSE
 GN0441'1949 5839---.
 GN0441'
 GN0441'REFERENCE MARK NO. 1--STANDARD REFERENCE TABLET CEMENTED IN BOULDER,
 GN0441'20.75 FT. FROM STATION MARK,
 GN0441'STAMPED---JOSE NO. 1 1949---.  SPIRIT LEVEL ELEVATION 5838.14 FT.
 GN0441'
 GN0441'REFERENCE MARK NO. 2--STANDARD REFERENCE TABLET CEMENTED IN BOULDER,
 GN0441'21.01 FT. FROM STATION MARK,
 GN0441'STAMPED---JOSE NO. 2 1949---.  SPIRIT LEVEL ELEVATION 5837.43 FT.
 GN0441
 GN0441                          STATION RECOVERY (1953)
 GN0441
 GN0441'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (WRH)
 GN0441'THE STATION IS LOCATED NEAR THE SOUTHEAST END OF A LOW RIDGE
 GN0441'THAT PARALLELS U.S. HIGHWAY 84.  IT IS, AIRLINE, ABOUT 3.5 MILES
 GN0441'NORTH-NORTHWEST OF ESPANOLA, 0.15 MILE SOUTHWEST OF U.S. HIGHWAY
 GN0441'84, AND 0.5 MILE SOUTHEAST OF A POWER LINE.
 GN0441'
 GN0441'TO REACH FROM THE POST OFFICE IN ESPANOLA, GO NORTH-NORTHWEST
 GN0441'ON U.S. HIGHWAY 84 FOR 2.4 MILES TO THE TOP OF A GRADE AND
 GN0441'THE AZIMUTH MARK ON THE WEST SIDE OF THE HIGHWAY AT A SIDE
 GN0441'ROAD LEFT.  CONTINUE NORTH-NORTHWEST ON U.S. HIGHWAY 84 FOR 1.1
 GN0441'MILE TO THE ROSS SALAZAR STORE AND GAS STATION ON THE LEFT.
 GN0441'TURN LEFT AND GO 0.05 MILE TO A FENCE AND END OF TRUCK TRAVEL.
 GN0441'FROM HERE PACK SOUTHWEST FOR ABOUT 0.1 MILE TO THE TOP OF THE
 GN0441'RIDGE AND THE STATION.
 GN0441'
 GN0441'THE STATION MARK IS A STANDARD U.S. GEOLOGICAL SURVEY BENCH
 GN0441'MARK DISK STAMPED JOSE 1949 5389, SET IN THE TOP OF AN
 GN0441'8-INCH-SQUARE CONCRETE MONUMENT THAT PROJECTS 4 INCHES.  IT IS
 GN0441'15 FEET SOUTHWEST OF THE NORTHEAST EDGE OF THE RIDGE AND ABOUT
 GN0441'200 FEET NORTHWEST OF THE SOUTHEAST END OF THE RIDGE.
 GN0441'
 GN0441'REFERENCE MARK NUMBER ONE IS A STANDARD U.S. GEOLOGICAL SURVEY
 GN0441'REFERENCE MARK DISK STAMPED JOSE NO 1 1949, CEMENTED IN A
 GN0441'DRILL HOLE IN A 12-INCH BOULDER THAT PROJECTS 6 INCHES.  IT
 GN0441'IS ON THE SOUTHWEST SLOPE OF THE RIDGE.  1 FOOT EAST OF A
 GN0441'SMALL CAIRN AND 8 INCHES LOWER THAN THE STATION.
 GN0441'
 GN0441'REFERENCE MARK NUMBER TWO IS A STANDARD U.S. GEOLOGICAL SURVEY
 GN0441'REFERENCE MARK DISK STAMPED JOSE R.M. 2 1949, CEMENTED IN A
 GN0441'DRILL HOLE IN A BOULDER FLUSH WITH THE GROUND.  IT IS ON THE
 GN0441'NORTHEAST SLOPE OF THE RIDGE.  1 FOOT SOUTHWEST OF A SMALL CAIRN
 GN0441'AND 1 FOOT LOWER THAN THE STATION.
 GN0441'
 GN0441'THE AZIMUTH MARK IS A STANDARD DISK STAMPED JOSE USGS 1953,
 GN0441'SET IN THE TOP OF A 10-INCH-SQUARE CONCRETE MONUMENT THAT
 GN0441'PROJECTS 2 INCHES.  IT IS 74.0 FEET WEST OF THE CENTER LINE
 GN0441'OF U.S. HIGHWAY 84, 46.0 FEET SOUTH OF THE CENTER LINE OF A
 GN0441'TRACK ROAD, AND 2 FEET WEST OF A FENCE LINE.
 GN0441'
 GN0441'HEIGHT OF LIGHT ABOVE STATION MARK 1.42 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY1034 ***********************************************************************
 CY1034  DESIGNATION -  JOSE RM A
 CY1034  PID         -  CY1034
 CY1034  STATE/COUNTY-  NM/HIDALGO
 CY1034  USGS QUAD   -  PYRAMID PEAK (1964)
 CY1034
 CY1034                         *CURRENT SURVEY CONTROL
 CY1034  ___________________________________________________________________
 CY1034* NAD 83(1992)-  32 10 07.10630(N)    108 43 31.34390(W)     ADJUSTED  
 CY1034* NAVD 88     -      1473.9    (meters)    4836.     (feet)  VERTCON   
 CY1034  ___________________________________________________________________
 CY1034  LAPLACE CORR-           3.20  (seconds)                    DEFLEC99
 CY1034  GEOID HEIGHT-         -25.60  (meters)                     GEOID03
 CY1034
 CY1034  HORZ ORDER  -  FIRST
 CY1034
 CY1034.The horizontal coordinates were established by classical geodetic methods
 CY1034.and adjusted by the National Geodetic Survey in December 1993..
 CY1034
 CY1034.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY1034.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY1034
 CY1034.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY1034
 CY1034.The geoid height was determined by GEOID03.
 CY1034
 CY1034;                    North         East     Units Scale Factor Converg.
 CY1034;SPC NM W     -   129,916.291   745,868.515   MT  1.00000393   -0 28 29.9
 CY1034;SPC NM W     -   426,233.70  2,447,070.29   sFT  1.00000393   -0 28 29.9
 CY1034;UTM  12      - 3,561,395.922   714,481.057   MT  1.00016734   +1 12 41.4
 CY1034
 CY1034!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY1034!SPC NM W     -   0.99977264  x   1.00000393  =   0.99977657
 CY1034!UTM  12      -   0.99977264  x   1.00016734  =   0.99993995
 CY1034
 CY1034:                Primary Azimuth Mark                     Grid Az
 CY1034:SPC NM W     -  MUIR                                     094 14 55.5
 CY1034:UTM  12      -  MUIR                                     092 33 44.2
 CY1034
 CY1034|---------------------------------------------------------------------|
 CY1034| PID    Reference Object                     Distance      Geod. Az  |
 CY1034|                                                           dddmmss.s |
 CY1034| CY1027 MUIR                                APPROX.13.8 KM 0934625.6 |
 CY1034| CY1035 JOSE                                 25.204 METERS 13340     |
 CY1034|---------------------------------------------------------------------|
 CY1034
 CY1034                          SUPERSEDED SURVEY CONTROL
 CY1034
 CY1034  NAD 83(1992)-  32 10 07.10476(N)    108 43 31.34268(W) AD(       ) 1
 CY1034  NAD 83(1986)-  32 10 07.10212(N)    108 43 31.34185(W) AD(       ) 1
 CY1034  NAD 27      -  32 10 06.79789(N)    108 43 29.14671(W) AD(       ) 1
 CY1034  NGVD 29 (07/19/86) 1473.1    (m)         4833.     (f) VERT ANG       
 CY1034
 CY1034.Superseded values are not recommended for survey control.
 CY1034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1034.See file dsdata.txt to determine how the superseded data were derived.
 CY1034
 CY1034_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYA1448161396(NAD 83)
 CY1034_MARKER: DS = TRIANGULATION STATION DISK
 CY1034_SETTING: 66 = SET IN ROCK OUTCROP
 CY1034_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 CY1034_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CY1034+STABILITY: POSITION/ELEVATION WELL
 CY1034
 CY1034  HISTORY     - Date     Condition        Report By
 CY1034  HISTORY     - 1970     MONUMENTED       NGS
 CY1034
 CY1034                          STATION DESCRIPTION
 CY1034
 CY1034'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WMJ)
 CY1034'THE STATION IS LOCATED ABOUT 12-1/2 MILES SOUTH OF LORDSBURG, 10-1/2
 CY1034'MILES NORTHEAST OF COTTON CITY, 9 MILES WEST OF THE MUIR RANCH
 CY1034'HEADQUARTERS, 0.5 MILE NORTHEAST OF AN OLD ABANDONED CEMENT HOUSE
 CY1034'AND ON THE HIGHEST POINT OF A NORTH-SOUTH RIDGE.  THE LAND IS
 CY1034'OWNED BY THE U.S. GOVERNMENT, CONTROLLED BY THE BUREAU OF LAND
 CY1034'MANAGEMENT AND LEASED BY THE MUIR RANCH.
 CY1034'
 CY1034'TO REACH STATION JOSE FROM THE MUIR EXIT ON INTERSTATE HIGHWAY 10,
 CY1034'ABOUT 12 MILES EAST OF LORDSBURG, GO SOUTH ON THE GRAVELED ROAD FOR
 CY1034'5.1 MILES TO A GRADED SIDE ROAD RIGHT, JUST SOUTH OF A WHITE RANCH
 CY1034'HOUSE.  TURN RIGHT AND GO WEST ON THE GRADED ROAD FOR 1.6 MILES TO
 CY1034'A FORK.  TAKE THE LEFT FORK, CROSSING A CATTLE GUARD, AND CONTINUE
 CY1034'AHEAD WESTERLY FOR 0.4 MILE TO A SIDE ROAD RIGHT LEADING TO THE
 CY1034'RANCH BUILDINGS.  TURN RIGHT CROSSING THE CATTLE GUARD AND THEN
 CY1034'BEAR LEFT ON THE TRACK ROAD SOUTHWESTERLY FOR 1.0 MILE TO A GATE.
 CY1034'PASS THROUGH THE GATE AND GO SOUTHWESTERLY ON THE TRACK ROAD FOR
 CY1034'2.0 MILES TO AN EARTHEN TANK ON THE LEFT.  CONTINUE WEST ON
 CY1034'THE TRACK ROAD FOR 0.9 MILE TO A GATE.  PASS THROUGH THE GATE AND
 CY1034'CONTINUE SOUTHWESTERLY ON THE TRACK ROAD FOR 0.5 MILE TO
 CY1034'AN EARTHEN TANK ON THE LEFT.  CONTINUE SOUTHWESTERLY ON THE TRACK
 CY1034'ROAD FOR 2.4 MILES TO A FORK AT A GATE.  TAKE THE RIGHT FORK AND GO
 CY1034'WEST ALONG THE NORTH SIDE OF A FENCE FOR 0.2 MILE TO A GATE IN A
 CY1034'FOUR WAY FENCE CORNER.  PASS THROUGH THE GATE, TURN RIGHT AND GO
 CY1034'NORTH ON THE TRACK ROAD FOR 0.8 MILE TO A FORK.  TAKE THE LEFT FORK
 CY1034'AND GO WESTERLY ON THE TRACK ROAD FOR 2.6 MILES TO CORRALS AND TWO
 CY1034'WINDMILLS.  PASS THROUGH TWO GATES AND CONTINUE WESTERLY ON THE
 CY1034'TRACK ROAD FOR 1.2 MILES TO A ROCK RIDGE ON THE RIGHT AND THE
 CY1034'AZIMUTH MARK.  CONTINUE SOUTHWESTERLY ON THE TRACK ROAD FOR 1.65
 CY1034'MILES TO A FORK AT THE BOTTOM OF A DRAW.  TAKE THE RIGHT FORK
 CY1034'AND GO NORTHERLY UP HILL FOR 0.4 MILE TO THE HIGHEST POINT OF
 CY1034'THE HILL AND STATION JOSE.
 CY1034'
 CY1034'THE TRAVERSE DISTANCE NOTED BELOW HAS BEEN REDUCED TO SEA LEVEL.
 CY1034'
 CY1034'THE HEIGHT OF THE INSTRUMENT WAS 12.32 METERS.
 CY1034'
 CY1034'THE HEIGHT OF THE LIGHT SHOWN WAS 14.90 METERS.
 CY1034'
 CY1034'THE STATION MARK IS A STANDARD DISK STAMPED JOSE RM A 1970,
 CY1034'CEMENTED IN A DRILL HOLE IN OUTCROPPING ROCK WHICH IS FLUSH WITH THE
 CY1034'GROUND SURFACE.  IT IS 43.2 FEET WEST OF A METAL WITNESS POST WITH
 CY1034'A SIGN ATTACHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1384 ***********************************************************************
 FO1384  DESIGNATION -  JOSEPH
 FO1384  PID         -  FO1384
 FO1384  STATE/COUNTY-  NM/BERNALILLO
 FO1384  USGS QUAD   -  LOS GRIEGOS (1990)
 FO1384
 FO1384                         *CURRENT SURVEY CONTROL
 FO1384  ___________________________________________________________________
 FO1384* NAD 83(1992)-  35 07 42.10575(N)    106 41 47.14507(W)     ADJUSTED  
 FO1384* NAVD 88     -      1559.5    (meters)    5116.     (feet)  VERTCON   
 FO1384  ___________________________________________________________________
 FO1384  LAPLACE CORR-           1.75  (seconds)                    DEFLEC99
 FO1384  GEOID HEIGHT-         -21.40  (meters)                     GEOID03
 FO1384
 FO1384  HORZ ORDER  -  FIRST
 FO1384
 FO1384.The horizontal coordinates were established by classical geodetic methods
 FO1384.and adjusted by the National Geodetic Survey in December 1993..
 FO1384
 FO1384.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1384.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1384
 FO1384.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1384
 FO1384.The geoid height was determined by GEOID03.
 FO1384
 FO1384;                    North         East     Units Scale Factor Converg.
 FO1384;SPC NM C     -   457,904.783   459,313.971   MT  0.99992039   -0 15 24.8
 FO1384;SPC NM C     - 1,502,309.28  1,506,932.59   sFT  0.99992039   -0 15 24.8
 FO1384;UTM  13      - 3,888,595.055   345,432.471   MT  0.99989444   -0 58 34.8
 FO1384
 FO1384!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1384!SPC NM C     -   0.99975863  x   0.99992039  =   0.99967904
 FO1384!UTM  13      -   0.99975863  x   0.99989444  =   0.99965309
 FO1384
 FO1384|---------------------------------------------------------------------|
 FO1384| PID    Reference Object                     Distance      Geod. Az  |
 FO1384|                                                           dddmmss.s |
 FO1384| CD3548 JOSEPH RM 1                          12.382 METERS 00325     |
 FO1384| FO1372 HUGHES                              APPROX. 4.0 KM 0221510.1 |
 FO1384| FO1375 ALBUQUERQUE RAD KDEF N MAST         APPROX. 1.4 KM 0760738.4 |
 FO1384| FO1301 ALBUQUERQUE RAD KABQ MAST           APPROX. 3.6 KM 1493323.6 |
 FO1384| FO1297 ALBUQUERQUE RAD KZIA MAST           APPROX. 4.1 KM 1602252.3 |
 FO1384| CD3549 JOSEPH RM 2                          12.783 METERS 19922     |
 FO1384| CD3550 JOSEPH RM 3                           3.326 METERS 29710     |
 FO1384|---------------------------------------------------------------------|
 FO1384
 FO1384                          SUPERSEDED SURVEY CONTROL
 FO1384
 FO1384  NAD 83(1986)-  35 07 42.11113(N)    106 41 47.14653(W) AD(       ) 1
 FO1384  NAD 27      -  35 07 41.95023(N)    106 41 45.04940(W) AD(       ) 1
 FO1384  NGVD 29 (07/19/86) 1558.7    (m)         5114.     (f) VERT ANG       
 FO1384
 FO1384.Superseded values are not recommended for survey control.
 FO1384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1384.See file dsdata.txt to determine how the superseded data were derived.
 FO1384
 FO1384_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU4543288595(NAD 83)
 FO1384_MARKER: DS = TRIANGULATION STATION DISK
 FO1384_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FO1384_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FO1384_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FO1384+SATELLITE: SATELLITE OBSERVATIONS - February 06, 2005
 FO1384
 FO1384  HISTORY     - Date     Condition        Report By
 FO1384  HISTORY     - 1969     MONUMENTED       CGS
 FO1384  HISTORY     - 1973     GOOD             NGS
 FO1384  HISTORY     - 1980     GOOD             NGS
 FO1384  HISTORY     - 20050206 GOOD             GEOCAC
 FO1384
 FO1384                          STATION DESCRIPTION
 FO1384
 FO1384'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JLC)
 FO1384'THE STATION IS LOCATED ABOUT 3-1/2 MILES NORTHWEST OF THE CENTER
 FO1384'OF ALBUQUERQUE AND ON THE GROUNDS OF THE UNIVERSITY OF ALBUQUERQUE.
 FO1384'
 FO1384'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY
 FO1384'40 AND N COORS ROAD (STATE HIGHWAY 448) AT THE WESTERN PART
 FO1384'OF ALBUQUERQUE, GO NORTH ON N COORS ROAD FOR 1.45 MILES TO A
 FO1384'CROSSROAD AND CAUTION LIGHTS*.  TURN RIGHT AND GO EAST FOR 0.2
 FO1384'MILE TO A SIDE STREET ON THE LEFT.  TURN LEFT AND GO 0.05 MILE,
 FO1384'THENCE RIGHT TO THE EAST SIDE OF A BUILDING AND THE STATION.
 FO1384'
 FO1384'THE STATION MARK IS A STANDARD DISK STAMPED JOSEPH 1969, SET
 FO1384'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 FO1384'PROJECTS 1 INCH ABOVE THE GROUND.  IT IS 17.9 FEET NORTH OF
 FO1384'THE NORTH CORNER OF THE CONCRETE STEPS TO A PATIO AND 12.2 FEET
 FO1384'EAST OF A BRICK WALL AROUND THE PATIO.
 FO1384'
 FO1384'REFERENCE MARK 1 IS A STANDARD DISK STAMPED JOSEPH NO 1 1969,
 FO1384'SET IN THE TOP OF A 12- INCH CYLINDRICAL CONCRETE MONUMENT
 FO1384'WHICH IS FLUSH WITH THE GROUND.  IT IS 25.8 FEET SOUTH-SOUTHEAST
 FO1384'OF THE NORTHEAST CORNER OF THE BRICK WALL AND 1.9 FEET
 FO1384'EAST-NORTHEAST OF THE BRICK WALL.
 FO1384'
 FO1384'REFERENCE MARK 2 IS A STANDARD DISK STAMPED JOSEPH NO 2 1969,
 FO1384'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 FO1384'PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS 4.1 FEET SOUTHEAST
 FO1384'OF THE NORTHEAST CORNER OF THE BUILDING AND 3.8 FEET EAST OF THE
 FO1384'BUILDING WALL.
 FO1384'
 FO1384'NM-448-N7 (SHD) IS A STATE OF NEW MEXICO HIGHWAY COMMISSION
 FO1384'ELEV DISK STAMPED NM-448-N7, SET IN THE TOP OF A 6-INCH
 FO1384'CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS 2 INCHES ABOVE THE
 FO1384'GROUND.  IT IS 72.2 FEET EAST OF THE CENTER LINE OF N COORS
 FO1384'ROAD, 25 FEET NORTH OF THE NORTHWEST LEG OF A SIGN WITH LETTERING
 FO1384'RIO VISTA SUPER MARKET AND 1.2 FEET WEST OF A WIRE FENCE.
 FO1384'
 FO1384'*TO REACH NM-448-N7 (SHD) (USED FOR AN AZIMUTH MARK) FROM THE
 FO1384'CROSSROAD AND CAUTION LIGHTS, GO IN A NORTHERLY DIRECTION ON
 FO1384'N COORS ROAD FOR 1.9 MILES TO A CROSSROAD.  CONTINUE ON N COORS
 FO1384'ROAD FOR 0.2 MILE TO THE MARK ON THE RIGHT.
 FO1384'
 FO1384'HEIGHT OF LIGHT ABOVE STATION MARK 18.3 METERS.
 FO1384
 FO1384                          STATION RECOVERY (1973)
 FO1384
 FO1384'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CN)
 FO1384'THE STATION MARK AND REFERENCE MARK 1 WERE RECOVERED AND FOUND
 FO1384'IN GOOD CONDITION.  REFERENCE MARK 2 WAS DESTROYED BY CONSTRUCTION
 FO1384'OF A PATIO AND THE AZIMUTH MARK WAS FOUND GRADED OUT BY ROAD
 FO1384'MACHINERY.  REFERENCE MARK 3 WAS ESTABLISHED AT THIS TIME AND
 FO1384'THE ANGLE BETWEEN THE RADIO MASTS WAS CHECKED.
 FO1384'
 FO1384'THE STATION MARK IS A STANDARD DISK STAMPED, JOSEPH 1969.
 FO1384'IT IS SET IN TOP OF A 12 INCH CONCRETE MONUMENT WHICH IS FLUSH
 FO1384'WITH THE GROUND SURFACE.  THE MARK IS ON THE EAST SIDE OF
 FO1384'UNIVERSITY CENTRAL, 16 FEET NORTH OF THE STEPS LEADING TO THE
 FO1384'EAST PATIO AND 13 FEET EAST OF THE PATIO WALL.
 FO1384'
 FO1384'REFERENCE MARK 1 IS A STANDARD DISK STAMPED, JOSEPH NO 1 1969.
 FO1384'IT IS SET IN TOP OF A 12 INCH CONCRETE MONUMENT WHICH IS FLUSH
 FO1384'WITH THE GROUND SURFACE.  IT IS 2 FEET EAST OF A CURVE IN THE
 FO1384'PATIO WALL.
 FO1384'
 FO1384'REFERENCE MARK 3 IS A STANDARD DISK STAMPED, JOSEPH NO 3 1969
 FO1384'1973.  IT IS SET IN TOP OF A 12 INCH CONCRETE MONUMENT WHICH IS
 FO1384'FLUSH WITH THE GROUND SURFACE.  IT IS 18 FEET NORTH OF THE
 FO1384'STEPS LEADIMG TO THE EAST PATIO AND 2 FEET EAST OF THE PATIO WALL.
 FO1384'
 FO1384'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 FO1384'
 FO1384'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3-1/2 MILES
 FO1384'NORTHWEST OF ALBUQUERQUE
 FO1384
 FO1384                          STATION RECOVERY (1980)
 FO1384
 FO1384'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 FO1384'STATION RECOVERED AND ALL MARKS IN GOOD CONDITION.  DISTANCE TO THE
 FO1384'REFERENCE MARKS CHECKED VERY GOOD WITH PREVIOUS DATA BUT THE ANGLE
 FO1384'BETWEEN THE REFERENCE MARKS DID NOT CHECK BY 2
 FO1384'MINUTES.  U.S. GEOLOGICAL STATION NOSE WAS OBSERVED AND TIED AT THIS
 FO1384'TIME FOR USE AS A AZIMUTH MARK FOR STATION.
 FO1384'
 FO1384'STATION IS REACHED FROM INTERSTATE HIGHWAY 40 AND COORS ROAD, STATE
 FO1384'HIGHWAY 448 AT WEST EDGE OF ALBUQUERQUE.  GO NORTH ON COORS ROAD,
 FO1384'STATE HIGHWAY 448 FOR 1.45 MILES A TRAFFIC LIGHT, ST JOSEPHS
 FO1384'DRIVE.  TURN RIGHT AND GO EAST FOR 0.2 MILE TO UNIVERSITY OF
 FO1384'ALBUQUERQUE, UNIVERSITY CENTER BUILDING PARKING AREA, CONTINUE EAST
 FO1384'AND NORTH AROUND SOUTH SIDE OF PARKING AREA TO STATION AT EAST SIDE OF
 FO1384'THE BUILDING.
 FO1384'
 FO1384'AZIMUTH MARK, NOSE USGS IS REACHED FROM THE STATION.  GO SOUTH AND
 FO1384'WESTERLY ACROSS A LARGE BLADED DRIVE FOR 0.1 MILE TO A GRAVELED ROAD
 FO1384'ON LEFT.  TURN LEFT AND GO SOUTH ON THE ROAD FOR 0.15 MILE TO A
 FO1384'GRAVELED ROAD ON LEFT AND A TRACK ROAD ON RIGHT.  TURN LEFT AND GO
 FO1384'EAST ON ROAD FOR 0.1 MILE TO ROAD RIGHT, VISTA GRANDE DRIVE NW.  TURN
 FO1384'RIGHT AND GO ABOUT 60 FEET TO A DRIVE WAY AT 3648 VISTA GRANDE
 FO1384'DRIVE.  TURN LEFT AND GO EAST ON THE DRIVEWAY FOR ABOUT 0.05 MILE TO
 FO1384'EAST END OF A PRIVATE HOME, A BRICKWALK, A METAL FLAG POLE AND MARK
 FO1384'ON LEFT.
 FO1384'
 FO1384'STATION IS A STANDARD DISK, STAMPED---JOSEPH 1969---SET IN THE TOP
 FO1384'OF A ROUND CONCRETE MONUMENT PROJECTING ABOUT 2 INCHES, 17.9 FEET
 FO1384'NORTH OF NORTH EDGE OF BOTTOM CONCRETE STEP WHICH LEADS WEST TO A
 FO1384'PATIO, 11.2 FEET EAST OF A LIGHT COLORED BRICK PATIO WALL.
 FO1384'
 FO1384'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED---JOSEPH NO 1 1969---
 FO1384'SET IN THE TOP OF A ROUND CONCRETE MONUMENT PROJECTING 2 INCHES, 2
 FO1384'FEET EAST OF A CURVE IN THE PATIO WALL.
 FO1384'
 FO1384'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED---JOSEPH 1969 NO 3
 FO1384'1973---SET IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH
 FO1384'GROUND.
 FO1384'
 FO1384'AZIMUTH MARK IS A STANDARD U.S. GEOLOGICAL SURVEY DISK, STAMPED---NOSE
 FO1384'1950 RG 5108---SET IN THE TOP OF A SQUARE CONCRETE MONUMENT,
 FO1384'SURROUNDED BY A RED BRICK WALK AND PROJECTS ABOUT 8 INCHES, 31 FEET
 FO1384'SOUTHEAST OF AN ADOBE BUILDING WHICH IS AT EAST END OF AN ADOBE HOUSE,
 FO1384'3.5 FEET SOUTH-SOUTHWEST OF A 3 INCH METAL FLAG POLE.
 FO1384
 FO1384                          STATION RECOVERY (2005)
 FO1384
 FO1384'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 FO1384'STATION RECOVERED IN GOOD CONDITION.  THE PROPERTY IS NOW OWNED BY THE
 FO1384'ARCHDIOCESE OF SANTA FE.  DESCRIPTION IS ADEQUATE EXCEPT FOR THE
 FO1384'FOLLOWING.  STATION IS 3 FT. EAST OF A WALL.  REFERENCE MARK 1 WAS
 FO1384'RECOVERED IN GOOD CONDITION, AT COORDINATES
 FO1384'N35 07.708
 FO1384'W106 41.786
 FO1384'REFERENCE MARK 3 IS COVERED BY A WHEEL-CHAIR ACCESSIBILITY RAMP TO THE
 FO1384'PATIO.  AZIMUTH MARK WAS NOT SEARCHED FOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0960 ***********************************************************************
 DR0960  DESIGNATION -  JOSEPH
 DR0960  PID         -  DR0960
 DR0960  STATE/COUNTY-  NM/LINCOLN
 DR0960  USGS QUAD   -  TINNIE (1989)
 DR0960
 DR0960                         *CURRENT SURVEY CONTROL
 DR0960  ___________________________________________________________________
 DR0960* NAD 83(1992)-  33 15 26.37214(N)    105 07 53.80882(W)     ADJUSTED  
 DR0960* NAVD 88     -      1779.     (meters)    5837.     (feet)  SCALED    
 DR0960  ___________________________________________________________________
 DR0960  LAPLACE CORR-          -7.53  (seconds)                    DEFLEC99
 DR0960  GEOID HEIGHT-         -21.37  (meters)                     GEOID03
 DR0960
 DR0960  HORZ ORDER  -  FIRST
 DR0960
 DR0960.The horizontal coordinates were established by classical geodetic methods
 DR0960.and adjusted by the National Geodetic Survey in December 1993..
 DR0960
 DR0960.The orthometric height was scaled from a topographic map.
 DR0960
 DR0960.The Laplace correction was computed from DEFLEC99 derived deflections.
 DR0960
 DR0960.The geoid height was determined by GEOID03.
 DR0960
 DR0960;                    North         East     Units Scale Factor Converg.
 DR0960;SPC NM C     -   250,845.606   604,204.595   MT  1.00003384   +0 36 48.2
 DR0960;SPC NM C     -   822,982.63  1,982,294.58   sFT  1.00003384   +0 36 48.2
 DR0960;SPC NM E     -   250,574.271    90,621.252   MT  0.99997728   -0 26 16.1
 DR0960;SPC NM E     -   822,092.42    297,313.22   sFT  0.99997728   -0 26 16.1
 DR0960;UTM  13      - 3,679,822.395   487,741.019   MT  0.99960185   -0 04 19.8
 DR0960
 DR0960!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR0960!SPC NM C     -   0.99972418  x   1.00003384  =   0.99975801
 DR0960!SPC NM E     -   0.99972418  x   0.99997728  =   0.99970146
 DR0960!UTM  13      -   0.99972418  x   0.99960185  =   0.99932614
 DR0960
 DR0960|---------------------------------------------------------------------|
 DR0960| PID    Reference Object                     Distance      Geod. Az  |
 DR0960|                                                           dddmmss.s |
 DR0960| CJ7584 JOSEPH RM 1                          20.940 METERS 08756     |
 DR0960| CJ7583 JOSEPH AZ MK                                       2230820.2 |
 DR0960| CJ7585 JOSEPH RM 2                          18.510 METERS 34624     |
 DR0960|---------------------------------------------------------------------|
 DR0960
 DR0960                          SUPERSEDED SURVEY CONTROL
 DR0960
 DR0960  NAD 83(1986)-  33 15 26.37779(N)    105 07 53.80753(W) AD(       ) 1
 DR0960  NAD 27      -  33 15 26.03120(N)    105 07 51.87920(W) AD(       ) 1
 DR0960
 DR0960.Superseded values are not recommended for survey control.
 DR0960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0960.See file dsdata.txt to determine how the superseded data were derived.
 DR0960
 DR0960_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDS8774179822(NAD 83)
 DR0960_MARKER: DS = TRIANGULATION STATION DISK
 DR0960_SETTING: 66 = SET IN ROCK OUTCROP
 DR0960
 DR0960  HISTORY     - Date     Condition        Report By
 DR0960  HISTORY     - 1934     MONUMENTED       CGS
 DR0960
 DR0960                          STATION DESCRIPTION
 DR0960
 DR0960'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 DR0960'ABOUT 9 MILES AIR LINE SOUTH-SOUTHEAST OF TINNIE, ON TOP OF A
 DR0960'SMOOTH TREELESS, GRASSY RIDGE, WHICH IS THE HIGHEST IN THE IMMEDIATE
 DR0960'VICINITY.  TO REACH FROM TINNIE, GO EAST 4.4 MILES ON U.S. HIGHWAY
 DR0960'70, CROSS HONDO RIVER AND GO SOUTH 8.5 MILES ON A GRADED COUNTY
 DR0960'ROAD KEEPING TO MAIN-TRAVELED TRACKS, FOLLOW LEFT FORK (GRADED
 DR0960'ROAD) 0.1 MILE, PASS THROUGH A GATE AND GO 0.7 MILE, LEAVE THE MAIN
 DR0960'ROAD 100 YARDS BEFORE REACHING A GATE AND GO NORTHEAST 0.5
 DR0960'MILE ON A PLAIN ROAD TO A FENCE AND THEN NORTHEAST TO A
 DR0960'FENCE CORNER, CROSS A SMALL STREAM BED AND CONTINUE 0.5 MILE
 DR0960'ON MAIN ROAD, CROSS ANOTHER STREAM BED, FOLLOW DIM ROAD
 DR0960'STRAIGHT AHEAD (EAST) 0.4 MILE UP A SMALL CANYON, PASS
 DR0960'THROUGH A GATE AND GO EAST 1.25 MILES ON ONLY PLAIN ROAD,
 DR0960'PASS THROUGH A GATE AND GO 0.05 MILE TO TOP OF THE RIDGE AND
 DR0960'THE STATION.  THE STATION, AZIMUTH, AND REFERENCE MARKS ARE
 DR0960'STANDARD DISKS SET IN BEDROCK.
 DR0960'REFERENCE MARK NO 1 IS 20.94 METERS (68.7 FEET) FROM
 DR0960'STATION N 87 DEG 56 MIN E, AND NO. 2 IS 18.51 METERS (60.7
 DR0960'FEET) FROM STATION N 13 DEG 36 MIN W.  THE AZIMUTH
 DR0960'MARK IS 50 FEET EAST OF THE DIRT ROAD LEADING TO THE STATION,
 DR0960'AND 0.3 MILE FROM STATION S 43 DEG 08 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1640 ***********************************************************************
 CX1640  DESIGNATION -  JOY
 CX1640  PID         -  CX1640
 CX1640  STATE/COUNTY-  NM/OTERO
 CX1640  USGS QUAD   -  WHITE SANDS SE (1994)
 CX1640
 CX1640                         *CURRENT SURVEY CONTROL
 CX1640  ___________________________________________________________________
 CX1640* NAD 83(1992)-  32 19 45.28579(N)    106 18 17.25625(W)     ADJUSTED  
 CX1640* NAVD 88     -      1236.57   (+/-2cm)    4057.0    (feet)  VERTCON   
 CX1640  ___________________________________________________________________
 CX1640  LAPLACE CORR-           2.70  (seconds)                    DEFLEC99
 CX1640  GEOID HEIGHT-         -23.69  (meters)                     GEOID03
 CX1640
 CX1640  HORZ ORDER  -  FIRST
 CX1640  VERT ORDER  -  THIRD ? (See Below)
 CX1640
 CX1640.The horizontal coordinates were established by classical geodetic methods
 CX1640.and adjusted by the National Geodetic Survey in December 1993..
 CX1640
 CX1640.The NAVD 88 height was computed by applying the VERTCON shift value to
 CX1640.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CX1640.The vertical order pertains to the NGVD 29 superseded value.
 CX1640
 CX1640.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1640
 CX1640.The geoid height was determined by GEOID03.
 CX1640
 CX1640;                    North         East     Units Scale Factor Converg.
 CX1640;SPC NM C     -   147,374.686   494,841.502   MT  0.99990033   -0 01 45.5
 CX1640;SPC NM C     -   483,511.78  1,623,492.49   sFT  0.99990033   -0 01 45.5
 CX1640;UTM  13      - 3,577,678.971   377,193.153   MT  0.99978598   -0 41 52.3
 CX1640
 CX1640!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1640!SPC NM C     -   0.99980960  x   0.99990033  =   0.99970995
 CX1640!UTM  13      -   0.99980960  x   0.99978598  =   0.99959562
 CX1640
 CX1640|---------------------------------------------------------------------|
 CX1640| PID    Reference Object                     Distance      Geod. Az  |
 CX1640|                                                           dddmmss.s |
 CX1640| CC6760 JOY RM 1                             25.707 METERS 10124     |
 CX1640| CC6761 JOY RM 2                              9.065 METERS 19733     |
 CX1640| CX0513 C                                   APPROX. 7.4 KM 2933256.6 |
 CX1640|---------------------------------------------------------------------|
 CX1640
 CX1640                          SUPERSEDED SURVEY CONTROL
 CX1640
 CX1640  NAD 83(1986)-  32 19 45.29203(N)    106 18 17.25438(W) AD(       ) 1
 CX1640  NAD 27      -  32 19 44.94369(N)    106 18 15.29593(W) AD(       ) 1
 CX1640  NGVD 29 (07/19/86) 1235.97   (m)         4055.0    (f) LEVELING    3  
 CX1640
 CX1640.Superseded values are not recommended for survey control.
 CX1640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1640.See file dsdata.txt to determine how the superseded data were derived.
 CX1640
 CX1640_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR7719377679(NAD 83)
 CX1640_MARKER: DS = TRIANGULATION STATION DISK
 CX1640_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX1640_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CX1640
 CX1640  HISTORY     - Date     Condition        Report By
 CX1640  HISTORY     - 1968     MONUMENTED       CGS
 CX1640
 CX1640                          STATION DESCRIPTION
 CX1640
 CX1640'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JCC)
 CX1640'THE STATION IS LOCATED ABOUT 10 MILES WEST NORTHWEST OF U.S. HIGHWAY
 CX1640'54, ABOUT 6 MILES EAST OF WAR ROAD NO. 11 AND ABOUT 5 MILES SOUTH OF
 CX1640'WSMR ROUTE NO. 2 ON A LARGE SAND DUNE.
 CX1640'
 CX1640'TO REACH THE STATION FROM WHITE SANDS MISSILE RANGE HEADQUARTERS GO
 CX1640'SOUTH AND SOUTHEAST ON A PAVED ROAD 4.0 MILES TO A MILITARY POLICE
 CX1640'CHECK POINT.  CONTINUE SOUTHEAST THROUGH CHECK POINT ON WAR ROAD 11
 CX1640'FOR 5.1 MILES TO A GRADED ROAD LEFT.  TURN LEFT AND GO EAST 0.7
 CX1640'MILE TO A FORK.  TAKE LEFT FORK AND CONTINUE EASTERLY ON DIRT ROAD
 CX1640'4.8 MILES.  AT THIS POINT TURN LEFT AND GO NORTHERLY 2.6 MILES,
 CX1640'WINDING AROUND SAND DUNES, TO A SECTION CORNER STAMPED T 23S, R6E,
 CX1640'SEC 2, SEC 10, SEC 11.  AT THIS POINT GO EAST NORTHEAST 0.3 MILE
 CX1640'TO THE SAND DUNE AND STATION.
 CX1640'
 CX1640'STATION, A STANDARD DISK STAMPED JOY 1968, IS SET IN THE TOP OF A
 CX1640'CONCRETE MONUMENT 12 INCHES IN DIAMETER THAT PROJECTS ABOUT 0.2
 CX1640'FOOT.  IT IS 9.7 FEET NORTH OF A METAL WITNESS SIGN, 9 FEET SOUTH
 CX1640'OF THE NORTH EDGE OF THE SAND DUNE AND 7 FEET WEST OF THE EAST EDGE
 CX1640'OF THE SAND DUNE.
 CX1640'
 CX1640'R.M. NO. 1, A STANDARD DISK STAMPED JOY NO 1 1968, IS SET IN THE TOP
 CX1640'OF A CONCRETE MONUMENT, 12 INCHES IN DIAMETER THAT PROJECTS ABOUT
 CX1640'0.2 FOOT.  IT IS 84.5 FEET EAST NORTHEAST OF A METAL WITNESS SIGN,
 CX1640'20 FEET SOUTH OF THE NORTH EDGE OF A SAND DUNE, 7 FEET WEST OF
 CX1640'THE TOP OF A SAND DUNE AND IS ABOUT 4 FEET LOWER IN ELEVATION THAN
 CX1640'THE STATION.
 CX1640'
 CX1640'R.M. NO. 2, A STANDARD DISK STAMPED JOY NO 2 1968, IS SET IN THE
 CX1640'TOP OF A CONCRETE MONUMENT 12 INCHES IN DIAMETER THAT PROJECTS ABOUT
 CX1640'0.4 FOOT.  IT IS 20 FEET SOUTH OF A METAL WITNESS SIGN, 4.5 FEET
 CX1640'WEST OF THE HIGHEST POINT OF THE DUNE, 4 FEET NORTH OF THE SOUTH END
 CX1640'OF THE DUNE AND IS ABOUT 2 FEET LOWER IN ELEVATION THAN THE
 CX1640'STATION.
 CX1640'
 CX1640'NOTE--A 4 WHEEL DRIVE VEHICLE REQUIRED TO REACH THE STATION.  DUE TO
 CX1640'WINDING AROUND SAND DUNES, THE LAST 2 MILEAGES WILL BE DIFFICULT TO
 CX1640'CHECK.
 CX1640'
 CX1640'HEIGHT OF LIGHT ABOVE STATION MARK 4.57 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0801 ***********************************************************************
 EQ0801  DESIGNATION -  JOY
 EQ0801  PID         -  EQ0801
 EQ0801  STATE/COUNTY-  NM/SOCORRO
 EQ0801  USGS QUAD   -  LA JOYA (1971)
 EQ0801
 EQ0801                         *CURRENT SURVEY CONTROL
 EQ0801  ___________________________________________________________________
 EQ0801* NAD 83(1992)-  34 20 43.67037(N)    106 50 05.05222(W)     ADJUSTED  
 EQ0801* NAVD 88     -      1479.1    (meters)    4853.     (feet)  VERTCON   
 EQ0801  ___________________________________________________________________
 EQ0801  LAPLACE CORR-           2.45  (seconds)                    DEFLEC99
 EQ0801  GEOID HEIGHT-         -21.77  (meters)                     GEOID03
 EQ0801
 EQ0801  HORZ ORDER  -  SECOND
 EQ0801
 EQ0801.The horizontal coordinates were established by classical geodetic methods
 EQ0801.and adjusted by the National Geodetic Survey in December 1993..
 EQ0801
 EQ0801.The NAVD 88 height was computed by applying the VERTCON shift value to
 EQ0801.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EQ0801
 EQ0801.The Laplace correction was computed from DEFLEC99 derived deflections.
 EQ0801
 EQ0801.The geoid height was determined by GEOID03.
 EQ0801
 EQ0801;                    North         East     Units Scale Factor Converg.
 EQ0801;SPC NM C     -   371,125.664   446,203.929   MT  0.99993566   -0 19 47.7
 EQ0801;SPC NM C     - 1,217,601.45  1,463,920.72   sFT  0.99993566   -0 19 47.7
 EQ0801;UTM  13      - 3,801,986.126   331,244.454   MT  0.99995104   -1 02 07.3
 EQ0801
 EQ0801!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EQ0801!SPC NM C     -   0.99977128  x   0.99993566  =   0.99970695
 EQ0801!UTM  13      -   0.99977128  x   0.99995104  =   0.99972233
 EQ0801
 EQ0801|---------------------------------------------------------------------|
 EQ0801| PID    Reference Object                     Distance      Geod. Az  |
 EQ0801|                                                           dddmmss.s |
 EQ0801| CD3060 JOY RM 1                              9.820 METERS 03559     |
 EQ0801| CD3061 JOY RM 2                             10.565 METERS 15458     |
 EQ0801| EQ0802 GEOCEIVER STATION 10050              10.884 METERS 23001     |
 EQ0801| EQ0803 JOY RM 3 AZIMUTH                    APPROX. 0.6 KM 3540922.9 |
 EQ0801|---------------------------------------------------------------------|
 EQ0801
 EQ0801                          SUPERSEDED SURVEY CONTROL
 EQ0801
 EQ0801  NAD 83(1986)-  34 20 43.67593(N)    106 50 05.05218(W) AD(       ) 2
 EQ0801  NAD 27      -  34 20 43.43366(N)    106 50 02.95579(W) AD(       ) 2
 EQ0801  NGVD 29 (07/19/86) 1478.4    (m)         4850.     (f) VERT ANG       
 EQ0801
 EQ0801.Superseded values are not recommended for survey control.
 EQ0801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0801.See file dsdata.txt to determine how the superseded data were derived.
 EQ0801
 EQ0801_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU3124401986(NAD 83)
 EQ0801_MARKER: DS = TRIANGULATION STATION DISK
 EQ0801_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EQ0801_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EQ0801
 EQ0801  HISTORY     - Date     Condition        Report By
 EQ0801  HISTORY     - 1975     MONUMENTED       NGS
 EQ0801
 EQ0801                          STATION DESCRIPTION
 EQ0801
 EQ0801'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (JRS)
 EQ0801'THE STATION IS ABOUT 0.3 MILE EAST OF STATE HIGHWAY 47,
 EQ0801'2-3/4 MILES SOUTH-SOUTHWEST OF CONTRERAS, 5 MILES SOUTH OF
 EQ0801'BERNARDO AND ON PROPERTY OF THE NATIONAL WILDLIFE
 EQ0801'REFUGE.  PERMISSION WAS GIVEN BY MR. JOHN KIGER WHO LIVES
 EQ0801'IN SOCORRO.  HIS MAILING ADDRESS IS POST OFFICE BOX 623,
 EQ0801'SOCORRO, NEW MEXICO AND HIS TELEPHONE NUMBER IS 835-1439.
 EQ0801'
 EQ0801'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 25
 EQ0801'AND U.S. HIGHWAY 60 AT BERNARDO, GO EAST ON U.S. HIGHWAY 60 FOR 3.3
 EQ0801'MILES TO STATE HIGHWAY 47.  TURN RIGHT AND GO SOUTH-SOUTHWEST ON
 EQ0801'STATE HIGHWAY 47 FOR 3.35 MILES TO THE SMALL VILLAGE OF
 EQ0801'CONTRERAS.  CONTINUE SOUTHERLY ON THE HIGHWAY FOR 2.95 MILES TO A
 EQ0801'SIDE ROAD LEFT AND A GATE.  TURN LEFT AND GO EAST ON A BLADED
 EQ0801'ROAD FOR 0.3 MILE TO THE STATION ON THE LEFT.
 EQ0801'
 EQ0801'THE STATION MARKS ARE STANDARD DISKS, STAMPED JOY 1975.  THE
 EQ0801'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 EQ0801'MONUMENT, THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 42 FEET
 EQ0801'NORTH OF THE ROAD AND 35.6 FEET NORTHWEST OF A WITNESS POST.  THE
 EQ0801'UNDERGROUND MARK IS SET IN AN IRREGULAR MASS OF CONCRETE 36
 EQ0801'INCHES BELOW THE GROUND SURFACE.
 EQ0801'
 EQ0801'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED JOY NO 1 1975,
 EQ0801'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT
 EQ0801'IS FLUSH WITH THE GROUND.  IT IS 73.5 FEET NORTH OF THE ROAD,
 EQ0801'58 FEET NORTH-NORTHWEST OF THE WITNESS POST AND ABOUT THE SAME
 EQ0801'ELEVATION AS THE STATION.
 EQ0801'
 EQ0801'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED JOY NO 2 1975,
 EQ0801'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT
 EQ0801'IS FLUSH WITH THE GROUND SURFACE.  IT IS 20.5 FEET NORTH OF THE
 EQ0801'ROAD, 1.4 FEET WEST OF THE WITNESS POST AND ABOUT THE SAME
 EQ0801'ELEVATION AS THE STATION.
 EQ0801'
 EQ0801'GEOCEIVER STATION 10050 IS A BRONZE DISK, STAMPED GEOCEIVER
 EQ0801'STATION SOCORRO ALSS 10050, SET IN THE TOP OF A 6-INCH
 EQ0801'SQUARE CONCRETE MONUMENT, THAT PROJECTS 2 INCHES ABOVE THE
 EQ0801'GROUND.  IT IS 10 FEET NORTH OF THE ROAD, 30 FEET WEST OF THE
 EQ0801'WITNESS POST AND ABOUT 1 FOOT LOWER IN ELEVATION THAN THE
 EQ0801'STATION.
 EQ0801'
 EQ0801'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED JOY AZ NO 3 1975,
 EQ0801'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT
 EQ0801'PROJECTS 0.6 FOOT ABOVE THE GROUND.  IT IS 3.2 FEET EAST OF A
 EQ0801'WITNESS POST AND IS ON THE HIGHEST GROUND IN THE IMMEDIATE
 EQ0801'VICINITY.  TO REACH THE MARK FROM THE STATION, GO WEST ON THE
 EQ0801'BLADED ROAD FOR 0.3 MILE TO THE GATE AND FENCE.  TURN RIGHT AND
 EQ0801'GO NORTH ALONG THE EAST SIDE OF THE FENCE FOR 100 FEET, THEN
 EQ0801'BEAR NORTH-NORTHEAST ACROSS OPEN FIELD FOR 0.3 MILE TO THE
 EQ0801'MARK AT THE HIGHEST POINT IN THE VICINITY.
 EQ0801'
 EQ0801'HEIGHT OF LIGHT ABOVE STATION MARK 1.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0803 ***********************************************************************
 EQ0803  DESIGNATION -  JOY RM 3 AZIMUTH
 EQ0803  PID         -  EQ0803
 EQ0803  STATE/COUNTY-  NM/SOCORRO
 EQ0803  USGS QUAD   -  LA JOYA (1971)
 EQ0803
 EQ0803                         *CURRENT SURVEY CONTROL
 EQ0803  ___________________________________________________________________
 EQ0803* NAD 83(1992)-  34 21 03.53233(N)    106 50 07.50317(W)     ADJUSTED  
 EQ0803* NAVD 88     -      1480.7    (meters)    4858.     (feet)  VERTCON   
 EQ0803  ___________________________________________________________________
 EQ0803  LAPLACE CORR-           2.32  (seconds)                    DEFLEC99
 EQ0803  GEOID HEIGHT-         -21.78  (meters)                     GEOID03
 EQ0803
 EQ0803  HORZ ORDER  -  SECOND
 EQ0803
 EQ0803.The horizontal coordinates were established by classical geodetic methods
 EQ0803.and adjusted by the National Geodetic Survey in December 1993..
 EQ0803
 EQ0803.The NAVD 88 height was computed by applying the VERTCON shift value to
 EQ0803.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EQ0803
 EQ0803.The Laplace correction was computed from DEFLEC99 derived deflections.
 EQ0803
 EQ0803.The geoid height was determined by GEOID03.
 EQ0803
 EQ0803;                    North         East     Units Scale Factor Converg.
 EQ0803;SPC NM C     -   371,737.993   446,144.820   MT  0.99993574   -0 19 49.2
 EQ0803;SPC NM C     - 1,219,610.40  1,463,726.80   sFT  0.99993574   -0 19 49.2
 EQ0803;UTM  13      - 3,802,599.146   331,192.889   MT  0.99995126   -1 02 09.2
 EQ0803
 EQ0803!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EQ0803!SPC NM C     -   0.99977103  x   0.99993574  =   0.99970678
 EQ0803!UTM  13      -   0.99977103  x   0.99995126  =   0.99972230
 EQ0803
 EQ0803:                Primary Azimuth Mark                     Grid Az
 EQ0803:SPC NM C     -  JOY                                      174 29 10.7
 EQ0803:UTM  13      -  JOY                                      175 11 30.7
 EQ0803
 EQ0803|---------------------------------------------------------------------|
 EQ0803| PID    Reference Object                     Distance      Geod. Az  |
 EQ0803|                                                           dddmmss.s |
 EQ0803| EQ0801 JOY                                 APPROX. 0.6 KM 1740921.5 |
 EQ0803| EQ0798 LA JOYA RESET                       APPROX. 0.5 KM 3550417.3 |
 EQ0803|---------------------------------------------------------------------|
 EQ0803
 EQ0803                          SUPERSEDED SURVEY CONTROL
 EQ0803
 EQ0803  NAD 83(1986)-  34 21 03.53790(N)    106 50 07.50310(W) AD(       ) 2
 EQ0803  NAD 27      -  34 21 03.29613(N)    106 50 05.40640(W) AD(       ) 2
 EQ0803  NGVD 29 (07/19/86) 1480.0    (m)         4856.     (f) VERT ANG       
 EQ0803
 EQ0803.Superseded values are not recommended for survey control.
 EQ0803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0803.See file dsdata.txt to determine how the superseded data were derived.
 EQ0803
 EQ0803_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU3119302599(NAD 83)
 EQ0803_MARKER: DR = REFERENCE MARK DISK
 EQ0803_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EQ0803_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EQ0803_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EQ0803+STABILITY: SURFACE MOTION
 EQ0803
 EQ0803  HISTORY     - Date     Condition        Report By
 EQ0803  HISTORY     - 1975     MONUMENTED       NGS
 EQ0803
 EQ0803                          STATION DESCRIPTION
 EQ0803
 EQ0803'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (JRS)
 EQ0803'STATION IS A STANDARD REFERENCE DISK, STAMPED JOY NO 3 1975 AZ,
 EQ0803'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 EQ0803'PROJECTS 6 INCHES ABOVE THE GROUND.  IT IS 3.2 FEET EAST OF A METAL
 EQ0803'WITNESS POST AND IS ON THE HIGHEST GROUND IN THE VICINITY.
 EQ0803'
 EQ0803'TO REACH THE STATION FROM TRAVERSE STATION JOY, GO WEST ON
 EQ0803'A BLADED ROAD FOR 0.3 MILE TO A GATE AND FENCE.  TURN RIGHT AND GO
 EQ0803'NORTHERLY ALONG THE EAST SIDE OF THE FENCE FOR ABOUT 100 FEET, THEN
 EQ0803'BEAR NORTH-NORTHEAST ACROSS AN OPEN FIELD FOR 0.3 MILE TO THE MARK
 EQ0803'ATOP THE HIGHEST GROUND IN THE IMMEDIATE VICINITY.
 EQ0803'
 EQ0803'A TRAVERSE TIE WAS MADE TO TRAVERSE STATION JOY, THE DISTANCE
 EQ0803'BEING 615.212 METERS.  AND TO TRIANGULATION STATION LA JOYA 1954
 EQ0803'1975, THE DISTANCE BEING 514.250 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1539 ***********************************************************************
 CX1539  DESIGNATION -  JOYCE
 CX1539  PID         -  CX1539
 CX1539  STATE/COUNTY-  NM/OTERO
 CX1539  USGS QUAD   -  ELWOOD (1994)
 CX1539
 CX1539                         *CURRENT SURVEY CONTROL
 CX1539  ___________________________________________________________________
 CX1539* NAD 83(1992)-  32 18 37.63131(N)    106 13 39.79914(W)     ADJUSTED  
 CX1539* NAVD 88     -      1247.59   (+/-2cm)    4093.1    (feet)  VERTCON   
 CX1539  ___________________________________________________________________
 CX1539  LAPLACE CORR-           3.92  (seconds)                    DEFLEC99
 CX1539  GEOID HEIGHT-         -23.50  (meters)                     GEOID03
 CX1539
 CX1539  HORZ ORDER  -  FIRST
 CX1539  VERT ORDER  -  THIRD ? (See Below)
 CX1539
 CX1539.The horizontal coordinates were established by classical geodetic methods
 CX1539.and adjusted by the National Geodetic Survey in December 1993..
 CX1539
 CX1539.The NAVD 88 height was computed by applying the VERTCON shift value to
 CX1539.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CX1539.The vertical order pertains to the NGVD 29 superseded value.
 CX1539
 CX1539.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1539
 CX1539.The geoid height was determined by GEOID03.
 CX1539
 CX1539;                    North         East     Units Scale Factor Converg.
 CX1539;SPC NM C     -   145,289.802   502,097.786   MT  0.99990005   +0 00 42.9
 CX1539;SPC NM C     -   476,671.63  1,647,299.15   sFT  0.99990005   +0 00 42.9
 CX1539;UTM  13      - 3,575,509.853   384,423.719   MT  0.99976472   -0 39 22.7
 CX1539
 CX1539!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1539!SPC NM C     -   0.99980784  x   0.99990005  =   0.99970791
 CX1539!UTM  13      -   0.99980784  x   0.99976472  =   0.99957261
 CX1539
 CX1539:                Primary Azimuth Mark                     Grid Az
 CX1539:SPC NM C     -  GRAND                                    034 39 30.7
 CX1539:UTM  13      -  GRAND                                    035 19 36.3
 CX1539
 CX1539|---------------------------------------------------------------------|
 CX1539| PID    Reference Object                     Distance      Geod. Az  |
 CX1539|                                                           dddmmss.s |
 CX1539| CX0489 GRAND                               APPROX.12.2 KM 0344013.6 |
 CX1539| CC6762 JOYCE RM 1                           17.005 METERS 17258     |
 CX1539| CC6763 JOYCE RM 2                           15.062 METERS 26730     |
 CX1539|---------------------------------------------------------------------|
 CX1539
 CX1539                          SUPERSEDED SURVEY CONTROL
 CX1539
 CX1539  NAD 83(1986)-  32 18 37.63797(N)    106 13 39.79676(W) AD(       ) 1
 CX1539  NAD 27      -  32 18 37.28599(N)    106 13 37.84543(W) AD(       ) 1
 CX1539  NGVD 29 (07/19/86) 1246.99   (m)         4091.2    (f) LEVELING    3  
 CX1539
 CX1539.Superseded values are not recommended for survey control.
 CX1539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1539.See file dsdata.txt to determine how the superseded data were derived.
 CX1539
 CX1539_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR8442475510(NAD 83)
 CX1539_MARKER: DS = TRIANGULATION STATION DISK
 CX1539_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX1539_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CX1539
 CX1539  HISTORY     - Date     Condition        Report By
 CX1539  HISTORY     - 1968     MONUMENTED       CGS
 CX1539
 CX1539                          STATION DESCRIPTION
 CX1539
 CX1539'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JCC)
 CX1539'THE STATION IS LOCATED ABOUT 10 MILES SOUTHWEST OF OROGRANDE, NEW
 CX1539'MEXICO, ABOUT 5 MILES SOUTH OF WSMR ROUTE NO. 2, AND ABOUT 5 MILES
 CX1539'WEST NORTHWEST OF U.S. HIGHWAY 54 ON A LARGE SAND DUNE.
 CX1539'
 CX1539'TO REACH THE STATION FROM WHITE SANDS MISSILE RANGE HEADQUARTERS GO
 CX1539'SOUTH SOUTHEAST ON WAR ROAD NO. 11 FOR 3.9 MILES TO A MILITARY
 CX1539'POLICE CHECK POINT.  CONTINUE SOUTHEAST AND SOUTH THROUGH THE CHECK
 CX1539'POINT ON WAR ROAD NO. 11 FOR 4.8 MILES TO A GRADED ROAD LEFT.
 CX1539'TURN LEFT AND GO EAST ON GRADED ROAD 0.7 MILE TO A FORK.  TAKE
 CX1539'RIGHT FORK AND CONTINUE EAST ON DIRT ROAD 9.3 MILES TO A CROSSROAD.
 CX1539'TURN LEFT FOLLOW SAND ROAD NORTHEASTERLY 1.7 MILES.  AT THIS
 CX1539'POINT TURN LEFT AND WINDING AROUND SAND DUNES, GO SOUTHWESTERLY
 CX1539'AND WESTERLY 0.8 MILE, HERE BEAR RIGHT IN A NORTHWESTERLY DIRECTION
 CX1539'0.6 MILE TO THE SAND DUNE AND STATION.
 CX1539'
 CX1539'STATION, A STANDARD DISK STAMPED JOYCE 1968, IS SET IN THE TOP OF A
 CX1539'CONCRETE MONUMENT 12 INCHES IN DIAMETER THAT PROJECTS ABOUT 0.2 FOOT
 CX1539'ABOVE THE GROUND.  IT IS 14 FEET WEST OF THE EAST EDGE OF THE SAND
 CX1539'DUNE, 10 FEET NORTH OF THE SOUTH EDGE OF THE DUNE AND 10 FEET WEST
 CX1539'OF A METAL WITNESS SIGN.
 CX1539'
 CX1539'R.M. NO. 1, A STANDARD DISK STAMPED JOYCE NO 1 1968, IS SET IN THE
 CX1539'TOP OF A CONCRETE MONUMENT 12 INCHES IN DIAMETER THAT IS FLUSH WITH
 CX1539'THE GROUND.  IT IS 64 FEET SOUTH SOUTHWEST OF A METAL WITNESS SIGN,
 CX1539'3 FEET NORTH OF THE SOUTH EDGE OF A SAND DUNE, 2 FEET SOUTH OF THE
 CX1539'NORTH EDGE OF THE DUNE AND IS ABOUT 4 FEET LOWER IN ELEVATION
 CX1539'THAN THE STATION.
 CX1539'
 CX1539'R.M. NO. 2, A STANDARD DISK STAMPED JOYCE NO 2 1968, IS SET IN THE
 CX1539'TOP OF A CONCRETE MONUMENT 12 INCHES IN DIAMETER THAT IS FLUSH WITH
 CX1539'THE GROUND.  IT IS 59 FEET WEST NORTHWEST OF A METAL WITNESS SIGN
 CX1539'AND IS ABOUT 2 FEET LOWER IN ELEVATION THAN THE STATION.
 CX1539'
 CX1539'NOTE--A 4 WHEEL DRIVE VEHICLE REQUIRED TO REACH THE STATION.  DUE TO
 CX1539'WINDING AROUND SAND DUNES, THE LAST 2 MILEAGES WILL BE DIFFICULT
 CX1539'TO CHECK.
 CX1539'
 CX1539'HEIGHT OF LIGHT ABOVE STATION MARK 4.57 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0813 ***********************************************************************
 CW0813  DESIGNATION -  JOYCE
 CW0813  PID         -  CW0813
 CW0813  STATE/COUNTY-  NM/EDDY
 CW0813  USGS QUAD   -  ARES PEAK (1979)
 CW0813
 CW0813                         *CURRENT SURVEY CONTROL
 CW0813  ___________________________________________________________________
 CW0813* NAD 83(1992)-  32 15 15.58911(N)    104 48 11.02045(W)     ADJUSTED  
 CW0813* NAVD 88     -      1802.     (meters)    5912.     (feet)  VERTCON   
 CW0813  ___________________________________________________________________
 CW0813  LAPLACE CORR-          -3.66  (seconds)                    DEFLEC99
 CW0813  GEOID HEIGHT-         -22.22  (meters)                     GEOID03
 CW0813
 CW0813  HORZ ORDER  -  THIRD
 CW0813
 CW0813.The horizontal coordinates were established by classical geodetic methods
 CW0813.and adjusted by the National Geodetic Survey in December 1993..
 CW0813
 CW0813.The NAVD 88 height was computed by applying the VERTCON shift value to
 CW0813.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CW0813
 CW0813.The Laplace correction was computed from DEFLEC99 derived deflections.
 CW0813
 CW0813.The geoid height was determined by GEOID03.
 CW0813
 CW0813;                    North         East     Units Scale Factor Converg.
 CW0813;SPC NM E     -   139,164.734   120,740.702   MT  0.99993324   -0 15 02.5
 CW0813;SPC NM E     -   456,576.30    396,130.12   sFT  0.99993324   -0 15 02.5
 CW0813;SPC NM C     -   139,985.520   636,339.683   MT  1.00012916   +0 46 20.3
 CW0813;SPC NM C     -   459,269.16  2,087,724.44   sFT  1.00012916   +0 46 20.3
 CW0813;UTM  13      - 3,568,643.870   518,550.404   MT  0.99960424   +0 06 18.4
 CW0813
 CW0813!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CW0813!SPC NM E     -   0.99972068  x   0.99993324  =   0.99965394
 CW0813!SPC NM C     -   0.99972068  x   1.00012916  =   0.99984980
 CW0813!UTM  13      -   0.99972068  x   0.99960424  =   0.99932503
 CW0813
 CW0813:                Primary Azimuth Mark                     Grid Az
 CW0813:SPC NM E     -  LAST CHANCE                              116 38 05.7
 CW0813:SPC NM C     -  LAST CHANCE                              115 36 42.9
 CW0813:UTM  13      -  LAST CHANCE                              116 16 44.8
 CW0813
 CW0813|---------------------------------------------------------------------|
 CW0813| PID    Reference Object                     Distance      Geod. Az  |
 CW0813|                                                           dddmmss.s |
 CW0813| CW0800 LAST CHANCE                         APPROX. 3.2 KM 1162303.2 |
 CW0813|---------------------------------------------------------------------|
 CW0813
 CW0813                          SUPERSEDED SURVEY CONTROL
 CW0813
 CW0813  NAD 83(1986)-  32 15 15.59131(N)    104 48 11.01850(W) AD(       ) 3
 CW0813  NAD 27      -  32 15 15.21842(N)    104 48 09.18913(W) AD(       ) 3
 CW0813  NGVD 29 (07/19/86) 1801.     (m)         5909.     (f) VERT ANG       
 CW0813
 CW0813.Superseded values are not recommended for survey control.
 CW0813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0813.See file dsdata.txt to determine how the superseded data were derived.
 CW0813
 CW0813_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SER1855068644(NAD 83)
 CW0813_MARKER: DD = SURVEY DISK
 CW0813_SETTING: 0 = UNSPECIFIED SETTING
 CW0813_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CW0813
 CW0813  HISTORY     - Date     Condition        Report By
 CW0813  HISTORY     - 1932     MONUMENTED       USGS
 CW0813
 CW0813                          STATION DESCRIPTION
 CW0813
 CW0813'DESCRIBED BY US GEOLOGICAL SURVEY 1932
 CW0813'ON A ROUND TOPPED HILL BETWEEN PIERCE AND SANDROCK CANYONS, AT CORRALS
 CW0813'AND STEEL WATER TANK 1.5 MI. SE. OF JOYCE RANCH HOUSE.  LEAVE THE
 CW0813'CARLSBAD-QUEEN RD. AT H-BAR-Y (H-Y) RD. FORK.  FOLLOW H-Y RD. 17 MI.
 CW0813'TO A FORK 0.75 MI. E. OF JOYCE (OLD ACRES) RANCH, THENCE 0.75 MI. TO
 CW0813'STATION.
 CW0813'
 CW0813'STATION MARK--STANDARD TABLET, SET FLUSH WITH GROUND, IN ROUGH CEMENT
 CW0813'BLOCK, 6.4 FT. FROM TANK INTAKE VALVE, IN LINE WITH INTAKE PIPE,
 CW0813'STAMPED ---R 1932---.
 CW0813'
 CW0813'REFERENCE MARK NO. 1--THE NE. CORNER OF A CONCRETE WATERING TROUGH,
 CW0813'LOCATED 24.30 FT. FROM THE STATION, S 79 DEG 44 MIN E.
 CW0813'
 CW0813'REFERENCE MARK NO. 2--THE NW. CORNER OF A CONCRETE WATERING TROUGH,
 CW0813'LOCATED 47.80 FT. FROM THE STATION, S 86 DEG 49 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0056 ***********************************************************************
 CW0056  DESIGNATION -  JR 1
 CW0056  PID         -  CW0056
 CW0056  STATE/COUNTY-  NM/EDDY
 CW0056  USGS QUAD   -  DAYTON (1975)
 CW0056
 CW0056                         *CURRENT SURVEY CONTROL
 CW0056  ___________________________________________________________________
 CW0056* NAD 83(1986)-  32 39 13.     (N)    104 22 38.     (W)     SCALED    
 CW0056* NAVD 88     -      1019.366  (meters)    3344.37   (feet)  POSTED    
 CW0056  ___________________________________________________________________
 CW0056  GEOID HEIGHT-         -23.43  (meters)                     GEOID03
 CW0056  DYNAMIC HT  -        1017.940 (meters)    3339.69  (feet)  COMP
 CW0056  MODELED GRAV-     979,202.5   (mgal)                       NAVD 88
 CW0056
 CW0056  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 CW0056
 CW0056.The horizontal coordinates were scaled from a topographic map and have
 CW0056.an estimated accuracy of +/- 6 seconds.
 CW0056
 CW0056.The orthometric height was determined by differential leveling
 CW0056.and adjusted by the National Geodetic Survey in 1992..
 CW0056.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 CW0056.rate of 0.0 thru 1.0 mm/km.
 CW0056
 CW0056.The geoid height was determined by GEOID03.
 CW0056
 CW0056.The dynamic height is computed by dividing the NAVD 88
 CW0056.geopotential number by the normal gravity value computed on the
 CW0056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0056.degrees latitude (g = 980.6199 gals.).
 CW0056
 CW0056.The modeled gravity was interpolated from observed gravity values.
 CW0056
 CW0056;                    North         East    Units  Estimated Accuracy
 CW0056;SPC NM E     -   183,340.      160,880.      MT  (+/- 180 meters Scaled)
 CW0056
 CW0056                          SUPERSEDED SURVEY CONTROL
 CW0056
 CW0056  NGVD 29 (??/??/92) 1018.888  (m)         3342.80   (f) ADJ UNCH    1 2
 CW0056
 CW0056.Superseded values are not recommended for survey control.
 CW0056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0056.See file dsdata.txt to determine how the superseded data were derived.
 CW0056
 CW0056_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES584130(NAD 83)
 CW0056_MARKER: DD = SURVEY DISK
 CW0056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CW0056_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CW0056_STAMPING: J R 1 1947 3343
 CW0056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CW0056+STABILITY: SURFACE MOTION
 CW0056
 CW0056  HISTORY     - Date     Condition        Report By
 CW0056  HISTORY     - 1947     MONUMENTED       USGS
 CW0056  HISTORY     - 1957     GOOD             NGS
 CW0056
 CW0056                          STATION DESCRIPTION
 CW0056
 CW0056'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 CW0056'13.1 MI S FROM ARTESIA.
 CW0056'ABOUT 13.1 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 CW0056'FROM THE STATION AT ARTESIA, 104 FEET NORTHWEST OF MILEPOST 163, 96
 CW0056'FEET WEST OF THE WEST RAIL, ABOUT MIDWAY OF A SMALL CUT, 36 FEET WEST
 CW0056'OF A TELEPHONE POLE, 2 FEET EAST OF A FENCE, ABOUT 5 FEET ABOVE THE
 CW0056'LEVEL OF THE TRACK, AND IN THE TOP OF A CONCRETE POST PROJECTING 7
 CW0056'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0567 ***********************************************************************
 DS0567  DESIGNATION -  JSB
 DS0567  PID         -  DS0567
 DS0567  STATE/COUNTY-  NM/SIERRA
 DS0567  USGS QUAD   -  FAIRVIEW MOUNTAIN (1981)
 DS0567
 DS0567                         *CURRENT SURVEY CONTROL
 DS0567  ___________________________________________________________________
 DS0567* NAD 83(1986)-  33 27 04.     (N)    106 37 26.     (W)     SCALED    
 DS0567* NAVD 88     -      1473.274  (meters)    4833.57   (feet)  ADJUSTED  
 DS0567  ___________________________________________________________________
 DS0567  GEOID HEIGHT-         -22.34  (meters)                     GEOID03
 DS0567  DYNAMIC HT  -        1471.147 (meters)    4826.59  (feet)  COMP
 DS0567  MODELED GRAV-     979,141.7   (mgal)                       NAVD 88
 DS0567
 DS0567  VERT ORDER  -  SECOND    CLASS 0
 DS0567
 DS0567.The horizontal coordinates were scaled from a topographic map and have
 DS0567.an estimated accuracy of +/- 6 seconds.
 DS0567
 DS0567.The orthometric height was determined by differential leveling
 DS0567.and adjusted by the National Geodetic Survey in June 1991..
 DS0567
 DS0567.The geoid height was determined by GEOID03.
 DS0567
 DS0567.The dynamic height is computed by dividing the NAVD 88
 DS0567.geopotential number by the normal gravity value computed on the
 DS0567.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0567.degrees latitude (g = 980.6199 gals.).
 DS0567
 DS0567.The modeled gravity was interpolated from observed gravity values.
 DS0567
 DS0567;                    North         East    Units  Estimated Accuracy
 DS0567;SPC NM W     -   272,440.      942,440.      MT  (+/- 180 meters Scaled)
 DS0567
 DS0567                          SUPERSEDED SURVEY CONTROL
 DS0567
 DS0567  NGVD 29 (??/??/92) 1472.616  (m)         4831.41   (f) ADJ UNCH    2 0
 DS0567
 DS0567.Superseded values are not recommended for survey control.
 DS0567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0567.See file dsdata.txt to determine how the superseded data were derived.
 DS0567
 DS0567_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT490024(NAD 83)
 DS0567_MARKER: DD = SURVEY DISK
 DS0567_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0567_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0567_STAMPING: PBM JSB 1958 ALBUQUERQUE DIST
 DS0567_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0567+STABILITY: SURFACE MOTION
 DS0567
 DS0567  HISTORY     - Date     Condition        Report By
 DS0567  HISTORY     - 1958     MONUMENTED       USE
 DS0567  HISTORY     - 1966     GOOD             NGS
 DS0567
 DS0567                          STATION DESCRIPTION
 DS0567
 DS0567'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 DS0567'29.55 MI S FROM STALLION RANGE CENTER.
 DS0567'ABOUT 16.8 MILES SOUTHEAST ALONG WHITE SANDS MISSILE RANGE ROUTE 7
 DS0567'FROM THE HEADQUARTERS BUILDING AT STALLION RANGE CENTER, THENCE 3.95
 DS0567'MILES SOUTHWEST ALONG WHITE SANDS MISSILE RANGE ROUTE 13, THENCE 8.8
 DS0567'MILES SOUTHWEST ALONG A BLADED DIRT ROAD, IN S 10, T 10 S, R 3 E, 14
 DS0567'FEET WEST OF THE CENTER LINE OF THE ROAD, 20 FEET SOUTHEAST OF BENCH
 DS0567'MARK 393 (WSPG), 9.5 FEET SOUTHEAST OF A METAL WITNESS POST, ABOUT 1/2
 DS0567'FOOT ABOVE THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE
 DS0567'POST PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1104 ***********************************************************************
 FO1104  DESIGNATION -  JT 1
 FO1104  PID         -  FO1104
 FO1104  STATE/COUNTY-  NM/BERNALILLO
 FO1104  USGS QUAD   -  ALAMEDA (1990)
 FO1104
 FO1104                         *CURRENT SURVEY CONTROL
 FO1104  ___________________________________________________________________
 FO1104* NAD 83(1992)-  35 07 49.71447(N)    106 30 56.49258(W)     ADJUSTED  
 FO1104* NAVD 88     -      1744.93   (+/-2cm)    5724.8    (feet)  VERTCON   
 FO1104  ___________________________________________________________________
 FO1104  LAPLACE CORR-          13.62  (seconds)                    DEFLEC99
 FO1104  GEOID HEIGHT-         -20.44  (meters)                     GEOID03
 FO1104
 FO1104  HORZ ORDER  -  SECOND
 FO1104  VERT ORDER  -  THIRD ? (See Below)
 FO1104
 FO1104.The horizontal coordinates were established by classical geodetic methods
 FO1104.and adjusted by the National Geodetic Survey in December 1993..
 FO1104
 FO1104.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1104.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1104.The vertical order pertains to the NGVD 29 superseded value.
 FO1104
 FO1104.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1104
 FO1104.The geoid height was determined by GEOID03.
 FO1104
 FO1104;                    North         East     Units Scale Factor Converg.
 FO1104;SPC NM C     -   458,080.340   475,786.384   MT  0.99990722   -0 09 10.4
 FO1104;SPC NM C     - 1,502,885.25  1,560,975.83   sFT  0.99990722   -0 09 10.4
 FO1104;UTM  13      - 3,888,563.767   361,904.982   MT  0.99983503   -0 52 20.4
 FO1104
 FO1104!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1104!SPC NM C     -   0.99972939  x   0.99990722  =   0.99963663
 FO1104!UTM  13      -   0.99972939  x   0.99983503  =   0.99956446
 FO1104
 FO1104:                Primary Azimuth Mark                     Grid Az
 FO1104:SPC NM C     -  PONDEROSA                                256 21 35.8
 FO1104:UTM  13      -  PONDEROSA                                257 04 45.8
 FO1104
 FO1104|---------------------------------------------------------------------|
 FO1104| PID    Reference Object                     Distance      Geod. Az  |
 FO1104|                                                           dddmmss.s |
 FO1104| FO1111 PONDEROSA                           420.453 METERS 2561225.4 |
 FO1104|---------------------------------------------------------------------|
 FO1104
 FO1104                          SUPERSEDED SURVEY CONTROL
 FO1104
 FO1104  NAD 83(1986)-  35 07 49.72040(N)    106 30 56.49371(W) AD(       ) 2
 FO1104  NAD 27      -  35 07 49.55645(N)    106 30 54.41176(W) AD(       ) 2
 FO1104  NGVD 29 (07/19/86) 1744.10   (m)         5722.1    (f) LEVELING    3  
 FO1104
 FO1104.Superseded values are not recommended for survey control.
 FO1104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1104.See file dsdata.txt to determine how the superseded data were derived.
 FO1104
 FO1104_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU6190588564(NAD 83)
 FO1104_MARKER: DD = SURVEY DISK
 FO1104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FO1104_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FO1104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO1104+STABILITY: SURFACE MOTION
 FO1104
 FO1104  HISTORY     - Date     Condition        Report By
 FO1104  HISTORY     - 1969     MONUMENTED       NMHD
 FO1104  HISTORY     - 20030926 MARK NOT FOUND   INDIV
 FO1104
 FO1104                          STATION DESCRIPTION
 FO1104
 FO1104'DESCRIBED BY NM HIGHWAY DEPT 1969 (SRC)
 FO1104'THE STATION IS LOCATED AT THE INTERSECTION OF MONTGOMERY AND
 FO1104'JUAN TABO ON JUAN TABO APPROXIMATELY 5.35 MILES EAST OF THE
 FO1104'I-25 AND MONTANO INTERCHANGE ON MONTGOMERY.
 FO1104'
 FO1104'TO REACH FROM THE INTERSECTION OF CENTRAL AND THE RAILROAD
 FO1104'TRACKS (DOWNTOWN ALBUQUERQUE) GO EAST ON CENTRAL (U.S.-66)
 FO1104'FOR 7.15 MILES AND THEN TURN NORTH ON JUAN TABO.  TRAVEL NORTH
 FO1104'ON JUAN TABO FOR 4.15 MILES.  THE STATION IS THEN LOCATED TO
 FO1104'THE WEST OF THIS POSITION IN THE MEDIAN.  THE MONUMENT IS ON
 FO1104'JUAN TABO AT THE INTERSECTION OF MONTGOMERY AND JUAN TABO,
 FO1104'APPROXIMATELY 11 FT SOUTH OF THE MEDIAN NOSE.
 FO1104'
 FO1104'THE MONUMENT IS A STANDARD STATE HIGHWAY COMMISSION DISK STAMPED
 FO1104'STA JT-1, AND IS FLUSH WITH THE GROUND.
 FO1104'
 FO1104'FOR THE DESCRIPTION TO THE STATIONS GELNWOOD AND PONDEROSA SEE
 FO1104'THE TRIANGULATION SHEETS FOR GLENWOOD AND PONDEROSA.  FOR THE
 FO1104'STATIONS JT-2 AND M-1 SEE THE TRAVERSE SHEETS JT-2 AND M-1.
 FO1104
 FO1104                          STATION RECOVERY (2003)
 FO1104
 FO1104'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (MSJ)
 FO1104'THE INTERSECTION HAS BEEN WIDENED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1216 ***********************************************************************
 FO1216  DESIGNATION -  JT 2
 FO1216  PID         -  FO1216
 FO1216  STATE/COUNTY-  NM/BERNALILLO
 FO1216  USGS QUAD   -  ALBUQUERQUE EAST (1990)
 FO1216
 FO1216                         *CURRENT SURVEY CONTROL
 FO1216  ___________________________________________________________________
 FO1216* NAD 83(1992)-  35 06 57.86880(N)    106 30 56.44262(W)     ADJUSTED  
 FO1216* NAVD 88     -      1713.19   (+/-2cm)    5620.7    (feet)  VERTCON   
 FO1216  ___________________________________________________________________
 FO1216  LAPLACE CORR-          13.65  (seconds)                    DEFLEC99
 FO1216  GEOID HEIGHT-         -20.45  (meters)                     GEOID03
 FO1216
 FO1216  HORZ ORDER  -  SECOND
 FO1216  VERT ORDER  -  THIRD ? (See Below)
 FO1216
 FO1216.The horizontal coordinates were established by classical geodetic methods
 FO1216.and adjusted by the National Geodetic Survey in December 1993..
 FO1216
 FO1216.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1216.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1216.The vertical order pertains to the NGVD 29 superseded value.
 FO1216
 FO1216.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1216
 FO1216.The geoid height was determined by GEOID03.
 FO1216
 FO1216;                    North         East     Units Scale Factor Converg.
 FO1216;SPC NM C     -   456,482.739   475,783.387   MT  0.99990723   -0 09 10.2
 FO1216;SPC NM C     - 1,497,643.79  1,560,966.00   sFT  0.99990723   -0 09 10.2
 FO1216;UTM  13      - 3,886,966.444   361,881.930   MT  0.99983511   -0 52 19.2
 FO1216
 FO1216!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1216!SPC NM C     -   0.99973437  x   0.99990723  =   0.99964162
 FO1216!UTM  13      -   0.99973437  x   0.99983511  =   0.99956952
 FO1216
 FO1216:                Primary Azimuth Mark                     Grid Az
 FO1216:SPC NM C     -  JT 1                                     000 06 26.9
 FO1216:UTM  13      -  JT 1                                     000 49 35.9
 FO1216
 FO1216|---------------------------------------------------------------------|
 FO1216| PID    Reference Object                     Distance      Geod. Az  |
 FO1216|                                                           dddmmss.s |
 FO1216| FO1104 JT 1                                APPROX. 1.6 KM 3595716.7 |
 FO1216|---------------------------------------------------------------------|
 FO1216
 FO1216                          SUPERSEDED SURVEY CONTROL
 FO1216
 FO1216  NAD 83(1986)-  35 06 57.87463(N)    106 30 56.44367(W) AD(       ) 2
 FO1216  NAD 27      -  35 06 57.70926(N)    106 30 54.36222(W) AD(       ) 2
 FO1216  NGVD 29 (07/19/86) 1712.36   (m)         5618.0    (f) LEVELING    3  
 FO1216
 FO1216.Superseded values are not recommended for survey control.
 FO1216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1216.See file dsdata.txt to determine how the superseded data were derived.
 FO1216
 FO1216_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU6188286966(NAD 83)
 FO1216_MARKER: DD = SURVEY DISK
 FO1216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FO1216_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FO1216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO1216+STABILITY: SURFACE MOTION
 FO1216
 FO1216  HISTORY     - Date     Condition        Report By
 FO1216  HISTORY     - 1969     MONUMENTED       NMHD
 FO1216  HISTORY     - 20030926 MARK NOT FOUND   INDIV
 FO1216
 FO1216                          STATION DESCRIPTION
 FO1216
 FO1216'DESCRIBED BY NM HIGHWAY DEPT 1969 (SRC)
 FO1216'THE STATION IS LOCATED 3.15 MILES NORTH OF THE INTERSECTION
 FO1216'OF CENTRAL (U.S.-66) AND JUAN TABO IN THE EAST SIDE OF ALBUQUERQUE.
 FO1216'
 FO1216'TO REACH THE LOCATION FROM THE INTERSECTION OF CENTRAL AND
 FO1216'THE RAILROAD TRACKS (DOWNTOWN ALBUQUERQUE), GO EAST ON CENTRAL
 FO1216'(U.S.-66) FOR 7.15 MILES AND THEN TURN NORTH ON JUAN TABO.
 FO1216'TRAVEL NORTH ON JUAN TABO FOR 3.15 MILES.  THE STATION IS THEN
 FO1216'TO THE WEST OF THIS POINT.  THE MONUMENT IS SOUTH OF THE
 FO1216'INTERSECTION OF CANDELARIA AND JUAN TABO ON JUAN TABO.  IT IS
 FO1216'IN THE CENTER OF THE MEDIAN APPROXIMATELY 10 FT SOUTH OF THE
 FO1216'MEDIAN NOSE.
 FO1216'
 FO1216'THE MONUMENT IS A STANDARD STATE HIGHWAY COMMISSION DISK STAMPED
 FO1216'STA JT-2, AND IS FLUSH WITH THE GROUND.
 FO1216'
 FO1216'FOR THE DESCRIPTION TO THE STATION GLENWOOD SEE THE TRIANGULATION
 FO1216'STATION GLENWOOD, AND FOR THE STATIONS JT-1 AND JT-3, SEE
 FO1216'TRAVERSE STATION SHEETS JT-1 AND JT-3.
 FO1216
 FO1216                          STATION RECOVERY (2003)
 FO1216
 FO1216'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (MSJ)
 FO1216'THE INTERSECTION HAS BEEN WIDENED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1212 ***********************************************************************
 FO1212  DESIGNATION -  JT 3
 FO1212  PID         -  FO1212
 FO1212  STATE/COUNTY-  NM/BERNALILLO
 FO1212  USGS QUAD   -  ALBUQUERQUE EAST (1990)
 FO1212
 FO1212                         *CURRENT SURVEY CONTROL
 FO1212  ___________________________________________________________________
 FO1212* NAD 83(1992)-  35 05 58.10897(N)    106 30 55.45072(W)     ADJUSTED  
 FO1212* NAVD 88     -      1712.06   (+/-2cm)    5617.0    (feet)  VERTCON   
 FO1212  ___________________________________________________________________
 FO1212  LAPLACE CORR-          13.44  (seconds)                    DEFLEC99
 FO1212  GEOID HEIGHT-         -20.46  (meters)                     GEOID03
 FO1212
 FO1212  HORZ ORDER  -  SECOND
 FO1212  VERT ORDER  -  THIRD ? (See Below)
 FO1212
 FO1212.The horizontal coordinates were established by classical geodetic methods
 FO1212.and adjusted by the National Geodetic Survey in December 1993..
 FO1212
 FO1212.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1212.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1212.The vertical order pertains to the NGVD 29 superseded value.
 FO1212
 FO1212.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1212
 FO1212.The geoid height was determined by GEOID03.
 FO1212
 FO1212;                    North         East     Units Scale Factor Converg.
 FO1212;SPC NM C     -   454,641.209   475,803.596   MT  0.99990721   -0 09 09.4
 FO1212;SPC NM C     - 1,491,602.03  1,561,032.30   sFT  0.99990721   -0 09 09.4
 FO1212;UTM  13      - 3,885,124.938   361,879.028   MT  0.99983512   -0 52 17.4
 FO1212
 FO1212!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1212!SPC NM C     -   0.99973455  x   0.99990721  =   0.99964178
 FO1212!UTM  13      -   0.99973455  x   0.99983512  =   0.99956971
 FO1212
 FO1212:                Primary Azimuth Mark                     Grid Az
 FO1212:SPC NM C     -  JT 4                                     178 52 24.1
 FO1212:UTM  13      -  JT 4                                     179 35 32.1
 FO1212
 FO1212|---------------------------------------------------------------------|
 FO1212| PID    Reference Object                     Distance      Geod. Az  |
 FO1212|                                                           dddmmss.s |
 FO1212| FO1222 JT 4                                APPROX. 1.4 KM 1784314.7 |
 FO1212|---------------------------------------------------------------------|
 FO1212
 FO1212                          SUPERSEDED SURVEY CONTROL
 FO1212
 FO1212  NAD 83(1986)-  35 05 58.11483(N)    106 30 55.45171(W) AD(       ) 2
 FO1212  NAD 27      -  35 05 57.94783(N)    106 30 53.37057(W) AD(       ) 2
 FO1212  NGVD 29 (07/19/86) 1711.24   (m)         5614.3    (f) LEVELING    3  
 FO1212
 FO1212.Superseded values are not recommended for survey control.
 FO1212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1212.See file dsdata.txt to determine how the superseded data were derived.
 FO1212
 FO1212_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU6187985125(NAD 83)
 FO1212_MARKER: DD = SURVEY DISK
 FO1212_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FO1212_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FO1212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO1212+STABILITY: SURFACE MOTION
 FO1212
 FO1212  HISTORY     - Date     Condition        Report By
 FO1212  HISTORY     - 1969     MONUMENTED       NMHD
 FO1212  HISTORY     - 20050115 MARK NOT FOUND   GEOCAC
 FO1212
 FO1212                          STATION DESCRIPTION
 FO1212
 FO1212'DESCRIBED BY NM HIGHWAY DEPT 1969 (SRC)
 FO1212'THE LOCATION OF THIS STATION IS APPROXIMATELY 2.0 MILES NORTH
 FO1212'OF THE INTERSECTION OF CENTRAL (U.S.-66) AND JUAN TABO IN THE
 FO1212'EAST SIDE OF ALBUQUERQUE.
 FO1212'
 FO1212'TO REACH THE LOCATION FROM THE INTERSECTION OF CENTRAL AND THE
 FO1212'RAILROAD TRACKS (DOWNTOWN ALBUQUERQUE), GO EAST ON CENTRAL
 FO1212'(U.S.-66) FOR 7.15 MILES AND TURN NORTH ON JUAN TABO.  TRAVEL
 FO1212'NORTH ON JUAN TABO FOR 2.0 MILES.  THE STATION IS THEN LOCATED
 FO1212'TO THE WEST OF THIS POINT IN THE CENTER OF THE MEDIAN.  THE
 FO1212'POINT IS SOUTH OF THE INTERSECTION OF THE STREETS HAINES AND
 FO1212'JUAN TABO ON JUAN TABO AND IS APPROXIMATELY 10 FT SOUTH OF THE
 FO1212'MEDIAN NOSE IN THE CENTER OF THE MEDIAN.  THE MONUMENT IS A
 FO1212'STANDARD STATE HIGHWAY COMMISSION DISK STAMPED STA JT-3 AND
 FO1212'IS FLUSH WITH THE GROUND.
 FO1212'
 FO1212'FOR THE DESCRIPTION TO THE STATIONS JT-2 AND JT-4, SEE THE
 FO1212'TRAVERSE DESCRIPTION SHEETS FOR STATIONS JT-2 AND JT-4.
 FO1212
 FO1212                          STATION RECOVERY (2005)
 FO1212
 FO1212'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 FO1212'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1222 ***********************************************************************
 FO1222  DESIGNATION -  JT 4
 FO1222  PID         -  FO1222
 FO1222  STATE/COUNTY-  NM/BERNALILLO
 FO1222  USGS QUAD   -  ALBUQUERQUE EAST (1990)
 FO1222
 FO1222                         *CURRENT SURVEY CONTROL
 FO1222  ___________________________________________________________________
 FO1222* NAD 83(1992)-  35 05 11.61583(N)    106 30 54.18762(W)     ADJUSTED  
 FO1222* NAVD 88     -      1699.54   (+/-2cm)    5575.9    (feet)  VERTCON   
 FO1222  ___________________________________________________________________
 FO1222  LAPLACE CORR-          13.18  (seconds)                    DEFLEC99
 FO1222  GEOID HEIGHT-         -20.47  (meters)                     GEOID03
 FO1222
 FO1222  HORZ ORDER  -  SECOND
 FO1222  VERT ORDER  -  THIRD ? (See Below)
 FO1222
 FO1222.The horizontal coordinates were established by classical geodetic methods
 FO1222.and adjusted by the National Geodetic Survey in December 1993..
 FO1222
 FO1222.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1222.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1222.The vertical order pertains to the NGVD 29 superseded value.
 FO1222
 FO1222.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1222
 FO1222.The geoid height was determined by GEOID03.
 FO1222
 FO1222;                    North         East     Units Scale Factor Converg.
 FO1222;SPC NM C     -   453,208.469   475,831.773   MT  0.99990720   -0 09 08.5
 FO1222;SPC NM C     - 1,486,901.45  1,561,124.74   sFT  0.99990720   -0 09 08.5
 FO1222;UTM  13      - 3,883,692.060   361,889.229   MT  0.99983508   -0 52 15.6
 FO1222
 FO1222!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1222!SPC NM C     -   0.99973651  x   0.99990720  =   0.99964374
 FO1222!UTM  13      -   0.99973651  x   0.99983508  =   0.99957164
 FO1222
 FO1222:                Primary Azimuth Mark                     Grid Az
 FO1222:SPC NM C     -  I40 2                                    181 26 33.0
 FO1222:UTM  13      -  I40 2                                    182 09 40.1
 FO1222
 FO1222|---------------------------------------------------------------------|
 FO1222| PID    Reference Object                     Distance      Geod. Az  |
 FO1222|                                                           dddmmss.s |
 FO1222| FO1203 I40 2                               APPROX. 1.1 KM 1811724.5 |
 FO1222|---------------------------------------------------------------------|
 FO1222
 FO1222                          SUPERSEDED SURVEY CONTROL
 FO1222
 FO1222  NAD 83(1986)-  35 05 11.62173(N)    106 30 54.18856(W) AD(       ) 2
 FO1222  NAD 27      -  35 05 11.45344(N)    106 30 52.10766(W) AD(       ) 2
 FO1222  NGVD 29 (07/19/86) 1698.72   (m)         5573.2    (f) LEVELING    3  
 FO1222
 FO1222.Superseded values are not recommended for survey control.
 FO1222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1222.See file dsdata.txt to determine how the superseded data were derived.
 FO1222
 FO1222_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU6188983692(NAD 83)
 FO1222_MARKER: DD = SURVEY DISK
 FO1222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FO1222_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FO1222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO1222+STABILITY: SURFACE MOTION
 FO1222
 FO1222  HISTORY     - Date     Condition        Report By
 FO1222  HISTORY     - 1969     MONUMENTED       NMHD
 FO1222  HISTORY     - 20050115 MARK NOT FOUND   GEOCAC
 FO1222
 FO1222                          STATION DESCRIPTION
 FO1222
 FO1222'DESCRIBED BY NM HIGHWAY DEPT 1969 (SRC)
 FO1222'THE STATION IS LOCATED APPROXIMATELY 1.13 MILE NORTH OF THE
 FO1222'INTERSECTION OF CENTRAL (U.S.-66) AND JUAN TABO ON JUAN TABO
 FO1222'IN THE EASTERN SECTION OF ALBUQUERQUE, AT THE INTERSECTION
 FO1222'OF LOMAS AND JUAN TABO.
 FO1222'
 FO1222'TO REACH THE STATION FROM THE INTERSECTION OF CENTRAL AND
 FO1222'THE RAILROAD TRACKS (DOWNTOWN ALBUQUERQUE) GO EAST ON CENTRAL
 FO1222'(U.S.-66) FOR 7.15 MILES AND TURN NORTH ON THE STREET JUAN
 FO1222'TABO.  TRAVEL NORTH ON JUAN TABO FOR 1.13 MILE.  THE STATION
 FO1222'IS THEN LOCATED TO THE WEST OF THIS POINT IN THE MEDIAN.  THE
 FO1222'STATION IS SOUTH OF THE INTERSECTION OF JUAN TABO AND LOMAS
 FO1222'ON JUAN TABO AND IS IN THE CENTER OF THE MEDIAN APPROXIMATELY
 FO1222'12 FT SOUTH OF THE MEDIAN NOSE.
 FO1222'
 FO1222'THE MONUMENT IS A STANDARD STATE HIGHWAY COMMISSION DISK STAMPED
 FO1222'STA JT-4, AND IS FLUSH WITH THE GROUND.
 FO1222'
 FO1222'FOR THE DESCRIPTION TO THE STATION DANNY, SEE THE TRIANGULATION
 FO1222'DESCRIPTION SHEET DANNY AND FOR I-40-2 AND JT-3, SEE TRAVERSE
 FO1222'DESCRIPTION SHEETS I-40-2 AND JT-3.
 FO1222
 FO1222                          STATION RECOVERY (2005)
 FO1222
 FO1222'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 FO1222'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0690 ***********************************************************************
 EQ0690  DESIGNATION -  JUAMES
 EQ0690  PID         -  EQ0690
 EQ0690  STATE/COUNTY-  NM/TORRANCE
 EQ0690  USGS QUAD   -  WILLARD (1986)
 EQ0690
 EQ0690                         *CURRENT SURVEY CONTROL
 EQ0690  ___________________________________________________________________
 EQ0690* NAD 83(1992)-  34 31 12.09015(N)    106 02 08.68829(W)     ADJUSTED  
 EQ0690* NAVD 88     -      2058.6    (meters)    6754.     (feet)  VERTCON   
 EQ0690  ___________________________________________________________________
 EQ0690  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 EQ0690  GEOID HEIGHT-         -19.70  (meters)                     GEOID03
 EQ0690
 EQ0690  HORZ ORDER  -  SECOND
 EQ0690
 EQ0690.The horizontal coordinates were established by classical geodetic methods
 EQ0690.and adjusted by the National Geodetic Survey in December 1993..
 EQ0690
 EQ0690.The NAVD 88 height was computed by applying the VERTCON shift value to
 EQ0690.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EQ0690
 EQ0690.The Laplace correction was computed from DEFLEC99 derived deflections.
 EQ0690
 EQ0690.The geoid height was determined by GEOID03.
 EQ0690
 EQ0690;                    North         East     Units Scale Factor Converg.
 EQ0690;SPC NM C     -   390,353.790   519,670.358   MT  0.99990477   +0 07 17.1
 EQ0690;SPC NM C     - 1,280,685.73  1,704,951.83   sFT  0.99990477   +0 07 17.1
 EQ0690;UTM  13      - 3,820,304.731   404,935.961   MT  0.99971139   -0 35 13.2
 EQ0690
 EQ0690!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EQ0690!SPC NM C     -   0.99968005  x   0.99990477  =   0.99958485
 EQ0690!UTM  13      -   0.99968005  x   0.99971139  =   0.99939153
 EQ0690
 EQ0690|---------------------------------------------------------------------|
 EQ0690| PID    Reference Object                     Distance      Geod. Az  |
 EQ0690|                                                           dddmmss.s |
 EQ0690| CD3062 JUAMES RM 1                          10.537 METERS 05810     |
 EQ0690| CD3063 JUAMES RM 2                           8.737 METERS 14814     |
 EQ0690| EQ0725 TABLE                               APPROX.23.6 KM 2401427.9 |
 EQ0690|---------------------------------------------------------------------|
 EQ0690
 EQ0690                          SUPERSEDED SURVEY CONTROL
 EQ0690
 EQ0690  NAD 83(1986)-  34 31 12.09771(N)    106 02 08.68869(W) AD(       ) 2
 EQ0690  NAD 27      -  34 31 11.86188(N)    106 02 06.64134(W) AD(       ) 2
 EQ0690  NGVD 29 (07/19/86) 2057.8    (m)         6751.     (f) VERT ANG       
 EQ0690
 EQ0690.Superseded values are not recommended for survey control.
 EQ0690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0690.See file dsdata.txt to determine how the superseded data were derived.
 EQ0690
 EQ0690_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDU0493620305(NAD 83)
 EQ0690_MARKER: DD = SURVEY DISK
 EQ0690_SETTING: 66 = SET IN ROCK OUTCROP
 EQ0690_SP_SET: PARTIALLY EXPOSED BEDROCK
 EQ0690
 EQ0690  HISTORY     - Date     Condition        Report By
 EQ0690  HISTORY     - 1972     MONUMENTED       USGS
 EQ0690  HISTORY     - 1972     GOOD             NGS
 EQ0690  HISTORY     - 1972     GOOD             USGS
 EQ0690
 EQ0690                          STATION DESCRIPTION
 EQ0690
 EQ0690'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (FJG)
 EQ0690'THE STATION IS LOCATED SOUTH 1 DEGREE WEST, ABOUT 5 MILES
 EQ0690'AIRLINE FROM WILLARD, NEW MEXICO, ON THE NORTHERN MOST POINT OF
 EQ0690'JUAMES MESA IN NORTHEAST QUARTER OF SECTION 6, TOWNSHIP 3 NORTH,
 EQ0690'RANGE 9 EAST.
 EQ0690'
 EQ0690'TO REACH FROM WILLARD, GO 1.0 MILE SOUTHEAST ON STATE HIGHWAY 42
 EQ0690'TO A GRADED ROAD RIGHT, TURN RIGHT AND GO 1.4 MILES WEST, THENCE
 EQ0690'0.5 MILE SOUTH ON GRADED ROAD TO A RIGHT ANGLE, TURN TO THE WEST,
 EQ0690'CONTINUE STRAIGHT AHEAD AND GO 4.1 MILES SOUTH ON TRACK ROAD TO
 EQ0690'A DIM TRACK LEFT, TURN LEFT AND GO 0.4 MILE EAST ON DIM TRACK
 EQ0690'(4-WHEEL DRIVE) TO SADDLE AND END OF TRUCK TRAVEL, PACK 0.4 MILE
 EQ0690'NORTH-NORTHEAST TO STATION SITE, 10 FEET SOUTHWEST OF USGS
 EQ0690'WITNESS SIGN NAILED TO TREE STUMP.
 EQ0690'
 EQ0690'THE STATION MARK IS A USGS ALUMINUM TABLET SET IN BEDROCK FLUSH
 EQ0690'WITH GROUND AND STAMPED JUAMES 1953 ET 1972.
 EQ0690'
 EQ0690'THE REFERENCE MARKS ARE USGS BRONZE TABLETS SET IN BEDROCK
 EQ0690'FLUSH WITH GROUND.
 EQ0690'
 EQ0690'REFERENCE MARK NO. 1--TABLET STAMPED JUAMES 1953 ET 1972 NO. 1.
 EQ0690'
 EQ0690'REFERENCE MARK NO. 2--TABLET STAMPED JUAMES 1953 ET 1972 NO. 2.
 EQ0690'
 EQ0690'STATION TABLE ET 1972 IS VISIBLE FROM THE GROUND TO SERVE AS
 EQ0690'THE AZIMUTH MARK.
 EQ0690'
 EQ0690'ALL OBSERVATIONS MADE FROM A STANDARD TRIPOD.
 EQ0690
 EQ0690                          STATION RECOVERY (1972)
 EQ0690
 EQ0690'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 EQ0690'RECOVERED AND REDESCRIBED AS FOLLOWS
 EQ0690'
 EQ0690'STATION IS LOCATED S. 1 DEGREES, W. ABOUT 5 MI. (AIRLINE) FROM
 EQ0690'WILLARD, NEW MEXICO, ON THE NORTHERN MOST POINT OF JUAMES MESA, AND IN
 EQ0690'NE. 1/4 OF SEC. 6, T 3 N, R 9 E.
 EQ0690'
 EQ0690'TO REACH STATION FROM WILLARD, GO 1.0 MI. SE. ON STATE HIGHWAY 42 TO A
 EQ0690'GRADED RD. RIGHT, TURN RIGHT AND GO 1.4 MI. W., THENCE 0.5 MI. S. ON
 EQ0690'GRADED RD. TO A RIGHT ANGLE, TURN TO THE W., CONTINUE STRAIGHT AHEAD
 EQ0690'AND GO 4.1 MI. S. ON TRACK RD. TO A DIM TRACK LEFT, TURN LEFT AND GO
 EQ0690'0.4 MI. E. ON DIM TRACK (FOUR WHEEL DRIVE) TO SADDLE AND END OF TRUCK
 EQ0690'TRAVEL, PACK 0.4 MI. N-NE. TO STATION SITE, 10 FT. SW. OF USGS WITNESS
 EQ0690'SIGN NAILED TO TREE STUMP.
 EQ0690'
 EQ0690'STATION MARK--STANDARD USGS ALUMINUM TABLET, SET IN BEDROCK, FLUSH
 EQ0690'WITH GROUND, AND STAMPED ---JUAMES 1953 ET 1972---.
 EQ0690'
 EQ0690'REFERENCE MARK NO. 1--STANDARD USGS BRONZE TABLET, SET IN BEDROCK,
 EQ0690'FLUSH WITH GROUND, AND STAMPED ---JUAMES 1953 ET 1972 NO. 1---.
 EQ0690'
 EQ0690'REFERENCE MARK NO. 2--STANDARD USGS BRONZE TABLET, SET IN BEDROCK,
 EQ0690'FLUSH WITH GROUND, AND STAMPED ---JUAMES 1953 ET 1972 NO. 2---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS1428 ***********************************************************************
 DS1428  DESIGNATION -  JUAN
 DS1428  PID         -  DS1428
 DS1428  STATE/COUNTY-  NM/SIERRA
 DS1428  USGS QUAD   -  JARALOSA MOUNTAIN (1965)
 DS1428
 DS1428                         *CURRENT SURVEY CONTROL
 DS1428  ___________________________________________________________________
 DS1428* NAD 83(1992)-  33 27 15.46003(N)    107 35 09.19397(W)     ADJUSTED  
 DS1428* NAVD 88     -      2539.7    (meters)    8332.     (feet)  VERTCON   
 DS1428  ___________________________________________________________________
 DS1428  LAPLACE CORR-          -3.87  (seconds)                    DEFLEC99
 DS1428  GEOID HEIGHT-         -22.41  (meters)                     GEOID03
 DS1428
 DS1428  HORZ ORDER  -  FIRST
 DS1428
 DS1428.The horizontal coordinates were established by classical geodetic methods
 DS1428.and adjusted by the National Geodetic Survey in December 1993..
 DS1428
 DS1428.The NAVD 88 height was computed by applying the VERTCON shift value to
 DS1428.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DS1428
 DS1428.The Laplace correction was computed from DEFLEC99 derived deflections.
 DS1428
 DS1428.The geoid height was determined by GEOID03.
 DS1428
 DS1428;                    North         East     Units Scale Factor Converg.
 DS1428;SPC NM W     -   272,163.543   853,003.510   MT  0.99992319   +0 08 11.1
 DS1428;SPC NM W     -   892,923.22  2,798,562.35   sFT  0.99992319   +0 08 11.1
 DS1428;SPC NM C     -   272,929.841   375,808.736   MT  1.00009009   -0 44 11.5
 DS1428;SPC NM C     -   895,437.32  1,232,965.83   sFT  1.00009009   -0 44 11.5
 DS1428;UTM  13      - 3,704,643.099   259,650.493   MT  1.00031226   -1 25 34.4
 DS1428
 DS1428!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS1428!SPC NM W     -   0.99960495  x   0.99992319  =   0.99952818
 DS1428!SPC NM C     -   0.99960495  x   1.00009009  =   0.99969501
 DS1428!UTM  13      -   0.99960495  x   1.00031226  =   0.99991709
 DS1428
 DS1428:                Primary Azimuth Mark                     Grid Az
 DS1428:SPC NM W     -  SAN MATEO LOOKOUT TOWER                  039 12 59.3
 DS1428:SPC NM C     -  SAN MATEO LOOKOUT TOWER                  040 05 21.9
 DS1428:UTM  13      -  SAN MATEO LOOKOUT TOWER                  040 46 44.8
 DS1428
 DS1428|---------------------------------------------------------------------|
 DS1428| PID    Reference Object                     Distance      Geod. Az  |
 DS1428|                                                           dddmmss.s |
 DS1428| DS1368 SAN MATEO LOOKOUT TOWER             APPROX.22.5 KM 0392110.4 |
 DS1428| CD3066 JUAN RM 1                             5.087 METERS 16501     |
 DS1428| CD3067 JUAN RM 2                             7.996 METERS 34400     |
 DS1428|---------------------------------------------------------------------|
 DS1428
 DS1428                          SUPERSEDED SURVEY CONTROL
 DS1428
 DS1428  NAD 83(1986)-  33 27 15.46563(N)    107 35 09.19513(W) AD(       ) 1
 DS1428  NAD 27      -  33 27 15.21030(N)    107 35 07.05638(W) AD(       ) 1
 DS1428  NGVD 29 (07/19/86) 2538.8    (m)         8329.     (f) VERT ANG       
 DS1428
 DS1428.Superseded values are not recommended for survey control.
 DS1428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS1428.See file dsdata.txt to determine how the superseded data were derived.
 DS1428
 DS1428_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBT5965004643(NAD 83)
 DS1428_MARKER: DD = SURVEY DISK
 DS1428_SETTING: 66 = SET IN ROCK OUTCROP
 DS1428
 DS1428  HISTORY     - Date     Condition        Report By
 DS1428  HISTORY     - 1911     MONUMENTED       USGS
 DS1428  HISTORY     - 1966     GOOD             CGS
 DS1428
 DS1428                          STATION DESCRIPTION
 DS1428
 DS1428'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (ANP)
 DS1428'THE STATION IS ABOUT 29 MILES NORTHWEST OF TRUTH OR CONSEQUENCES,
 DS1428'2 MILES SOUTH OF THE SOCORRO-SIERRA COUNTY LINE 1-1/2 MILES
 DS1428'EAST OF ADAMS SPRINGS AND ON THE HIGHEST POINT OF A DIVIDE
 DS1428'BETWEEN THE ALAMOSA AND CUCHILLO RIVERS.  THIS PEAK IS LOCALLY
 DS1428'KNOWN AS JUAN PEAK.
 DS1428'
 DS1428'TO REACH THE STATION FROM THE JOHNSON STORE IN WINSTON, GO
 DS1428'WEST AND NORTH ON STATE ROUTE 52 FOR 4.35 MILES TO A SIDE
 DS1428'ROAD ON THE RIGHT JUST BEFORE REACHING A DEEP WASH.  TURN RIGHT
 DS1428'AND GO EASTERLY ON A TRACK ROAD ACROSS A PASTURE FOR 3.7
 DS1428'MILES TO A POINT WHERE THE ROAD ENTERS INTO THE WASH.  CONTINUE
 DS1428'EASTERLY UP THE WASH FOR 0.2 MILE.  LEAVE THE WASH AND CONTINUE
 DS1428'EASTERLY ON A TRACK ROAD FOR 0.9 MILE TO A Y-FORK.  TAKE THE
 DS1428'RIGHT FORK AND CONTINUE EASTERLY ON A TRACK ROAD FOR 0.3 MILE
 DS1428'TO A CORRAL AND A WINDMILL AND THE END OF TRUCK TRAVEL.  FROM
 DS1428'HERE CONTINUE EASTERLY ON HORSES FOR ABOUT 1/2 MILE TO A
 DS1428'DEEP WASH.  BEAR RIGHT AND FOLLOW THE WASH FOR ABOUT 1-1/4
 DS1428'MILES, BEAR RIGHT, LEAVE THE WASH AND GO NORTHWESTERLY ON A
 DS1428'HORSE TRAIL, UP A STEEP RIDGE TO ANOTHER WASH.  TURN
 DS1428'RIGHT AFTER CROSSING THE WASH AND FOLLOW THE HORSE TRAIL
 DS1428'AROUND THE WEST SIDE OF A HIGH RIDGE TO THE NORTH SIDE.
 DS1428'FOLLOW THE HORSE TRAIL SOUTHEAST TO THE TOP OF THE RIDGE AND
 DS1428'THE STATION ON THE HIGHEST POINT.  ABOUT A 2 HOUR RIDGE.
 DS1428'
 DS1428'THE STATION MARK IS A BRONZE DISK OF THE U.S. GEOLOGICAL
 DS1428'SURVEY, (NOT STAMPED), CEMENTED IN A DRILL HOLE IN A ROCK
 DS1428'OUTCROP, THAT PROJECTS 6 INCHES ABOVE THE GROUND.
 DS1428'
 DS1428'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED JUAN NO 1 1966
 DS1428'USGS, CEMENTED IN A DRILL HOLE IN A ROCK OUTCROP, THAT PROJECTS
 DS1428'12 INCHES.  IT IS ABOUT THE SAME ELEVATION AS THE STATION MARK.
 DS1428'
 DS1428'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED JUAN NO 2 1966
 DS1428'USGS, CEMENTED IN A DRILL HOLE IN A ROCK OUTCROP, THAT PROJECTS
 DS1428'6 INCHES ABOVE THE GROUND.  IT IS ABOUT THE SAME ELEVATION
 DS1428'AS THE STATION MARK.
 DS1428'
 DS1428'NO SUITABLE PLACE WAS FOUND FOR AN AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0535 ***********************************************************************
 GN0535  DESIGNATION -  JUANITA
 GN0535  PID         -  GN0535
 GN0535  STATE/COUNTY-  NM/RIO ARRIBA
 GN0535  USGS QUAD   -  CARRACAS CANYON (1995)
 GN0535
 GN0535                         *CURRENT SURVEY CONTROL
 GN0535  ___________________________________________________________________
 GN0535* NAD 83(1992)-  36 59 24.72196(N)    107 08 01.38773(W)     ADJUSTED  
 GN0535* NAVD 88     -      2317.9    (meters)    7605.     (feet)  VERTCON   
 GN0535  ___________________________________________________________________
 GN0535  LAPLACE CORR-           6.05  (seconds)                    DEFLEC99
 GN0535  GEOID HEIGHT-         -18.82  (meters)                     GEOID03
 GN0535
 GN0535  HORZ ORDER  -  SECOND
 GN0535
 GN0535.The horizontal coordinates were established by classical geodetic methods
 GN0535.and adjusted by the National Geodetic Survey in December 1993..
 GN0535
 GN0535.The NAVD 88 height was computed by applying the VERTCON shift value to
 GN0535.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GN0535
 GN0535.The Laplace correction was computed from DEFLEC99 derived deflections.
 GN0535
 GN0535.The geoid height was determined by GEOID03.
 GN0535
 GN0535;                    North         East     Units Scale Factor Converg.
 GN0535;SPC NM C     -   664,747.713   421,335.615   MT  0.99997621   -0 31 54.3
 GN0535;SPC NM C     - 2,180,926.46  1,382,331.93   sFT  0.99997621   -0 31 54.3
 GN0535;SPC CO S     -   341,980.043   768,962.831   MT  1.00005302   -1 00 07.5
 GN0535;SPC CO S     - 1,121,979.52  2,522,838.89   sFT  1.00005302   -1 00 07.5
 GN0535;UTM  13      - 4,095,913.220   310,113.505   MT  1.00004421   -1 17 03.1
 GN0535
 GN0535!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GN0535!SPC NM C     -   0.99963934  x   0.99997621  =   0.99961555
 GN0535!SPC CO S     -   0.99963934  x   1.00005302  =   0.99969234
 GN0535!UTM  13      -   0.99963934  x   1.00004421  =   0.99968353
 GN0535
 GN0535:                Primary Azimuth Mark                     Grid Az
 GN0535:SPC NM C     -  JUANITA AZ MK                            016 15 40.9
 GN0535:SPC CO S     -  JUANITA AZ MK                            016 43 54.1
 GN0535:UTM  13      -  JUANITA AZ MK                            017 00 49.7
 GN0535
 GN0535|---------------------------------------------------------------------|
 GN0535| PID    Reference Object                     Distance      Geod. Az  |
 GN0535|                                                           dddmmss.s |
 GN0535| CD3551 JUANITA AZ MK                                      0154346.6 |
 GN0535| CD3552 JUANITA RM 1                          7.737 METERS 21832     |
 GN0535| CD3554 JUANITA RM 3                         13.484 METERS 23901     |
 GN0535| CD3553 JUANITA RM 2                          8.373 METERS 30821     |
 GN0535| CD3555 JUANITA RM 4                         13.597 METERS 34305     |
 GN0535|---------------------------------------------------------------------|
 GN0535
 GN0535                          SUPERSEDED SURVEY CONTROL
 GN0535
 GN0535  NAD 83(1992)-  36 59 24.72204(N)    107 08 01.38869(W) AD(       ) 2
 GN0535  NAD 83(1986)-  36 59 24.72020(N)    107 08 01.39112(W) AD(       ) 2
 GN0535  NAD 27      -  36 59 24.69750(N)    107 07 59.24080(W) AD(       ) 2
 GN0535  NGVD 29 (07/19/86) 2316.6    (m)         7600.     (f) VERT ANG       
 GN0535
 GN0535.Superseded values are not recommended for survey control.
 GN0535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0535.See file dsdata.txt to determine how the superseded data were derived.
 GN0535
 GN0535_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCA1011495913(NAD 83)
 GN0535_MARKER: DS = TRIANGULATION STATION DISK
 GN0535_SETTING: 80 = SET IN A BOULDER
 GN0535_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 GN0535
 GN0535  HISTORY     - Date     Condition        Report By
 GN0535  HISTORY     - 1936     MONUMENTED       CGS
 GN0535  HISTORY     - 1952     GOOD             USGS
 GN0535  HISTORY     - 1961     GOOD             CGS
 GN0535
 GN0535                          STATION DESCRIPTION
 GN0535
 GN0535'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (WRP)
 GN0535'STATION IS LOCATED ON OR NEAR THE COLORADO-NEW MEXICO LINE ON
 GN0535'THE HIGHEST POINT AND S END OF A LONG NARROW RIDGE S OF A
 GN0535'BEND IN THE NAVAJO RIVER.  IT IS 2 MILES SE OF THE JUNCTION
 GN0535'OF NAVAJO AND SAN JUAN RIVERS, 4-1/2 MILES ESE OF PAGOSA
 GN0535'JUNCTION, AND 20 MILES, AIR LINE SSW OF PAGOSA SPRINGS.  THE
 GN0535'ELEVATION OF THE POINT IS 7000 FEET, U.S.G.S.
 GN0535'
 GN0535'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED
 GN0535'IN DRILL HOLES IN BOULDERS.
 GN0535'
 GN0535'AZIMUTH MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL HOLE
 GN0535'IN OUTCROPPING BEDROCK.
 GN0535'
 GN0535'REFERENCE MARK NO. 1 IS SW OF THE STATION.
 GN0535'
 GN0535'REFERENCE MARK NO. 2 IS NW OF THE STATION.
 GN0535'
 GN0535'AZIMUTH MARK IS NNE OF THE STATION ON A KNOLL IN STATION RIDGE.
 GN0535'
 GN0535'STATION WAS REACHED FROM THE JUANITA CHURCH BY GOING S FOR
 GN0535'0.2 MILE TO A BRIDGE OVER THE NAVAJO RIVER.  BEFORE CROSSING THE
 GN0535'BRIDGE, TURN LEFT AND DRIVE SE ALONG THE NE OF THE NAVAJO RIVER
 GN0535'FOR 2.0 MILES TO A SIDE ROAD WHICH FORDS THE RIVER.  FORD THE
 GN0535'RIVER AT THIS POINT AND PASS THROUGH A GATE ON THE OTHER SIDE.
 GN0535'CONTINUE FOR 0.3 MILE TO AN OLD HAY BARN AND A GRAVE AND THE
 GN0535'END OF TRUCK TRAVEL.  FROM HERE CLIMB UP HILL TO THE SW ON
 GN0535'A CATTLE TRAIL THAT PASSES BY TWO LARGE PINE TREES.  CONTINUE
 GN0535'TO THE TOP OF THE HILL.  THIS HILL IS PART OF A SHARP RIDGE,
 GN0535'THE BACKBONE OF WHICH IS A LAVA DYKE, WHICH OUTCROPS IN
 GN0535'SMALL KNOLLS.  FOLLOW NARROW RIDGE TO THE SW FOR ABOUT 1/2
 GN0535'HOUR TO A HILL WITH A LAVA WALL ON THE TOP.  FROM HERE THE
 GN0535'STATION SITE APPEARS AS THE HIGHEST HILL TO THE SOUTHWARD
 GN0535'ABOUT 1 MILE AWAY.  THERE IS A CONSPICUOUS TALL, DEAD PINE TREE
 GN0535'ON THE N SLOPE OF THE HILL.  CONTINUE ON THE NARROW RIDGE
 GN0535'SOUTHWARD TO THE DEAD PINE TREE AND THE STATION ON THE KNOLL
 GN0535'JUST S.  THIS IS ABOUT 1-1/2 HOUR PACK FROM THE END OF TRUCK
 GN0535'TRAVEL.
 GN0535'
 GN0535'A 4-FOOT STAND CLEARED ALL LINES.
 GN0535
 GN0535                          STATION RECOVERY (1952)
 GN0535
 GN0535'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1952 (JWM)
 GN0535'FOUND AS DESCRIBED.
 GN0535'
 GN0535'STATION MARK--STANDARD USC AND GS STATION DISK, WEDGED IN DRILL
 GN0535'HOLE.
 GN0535'
 GN0535'REFERENCE MARKS--NONE.
 GN0535
 GN0535                          STATION RECOVERY (1961)
 GN0535
 GN0535'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (HWK)
 GN0535'THE STATION MARK, REFERENCE MARK NO. 1 AND THE AZIMUTH MARK
 GN0535'WERE RECOVERD AND FOUND TO BE IN GOOD CONDITION.  REFERENCE MARK
 GN0535'NO. 2 WAS RECOVERED BUT THE MARK WAS FOUND TO BE VERY LOOSE.
 GN0535'THE STATION MARK WAS REINFORCED WITH CEMENT BY THIS PARTY.  THE
 GN0535'DIRECTION TO REFERENCE MARK NO. 1 WAS VERIFIED.  THE DIRECTION
 GN0535'TO REFERENCE MARK NO. 2 MISSED THE 1936 DIRECTION BY 15 MINUTES
 GN0535'13 SECONDS.  THE DISTANCE TO REFERENCE MARK NO. 1 MISSED THE
 GN0535'1936 MEASURMENT BY 0.44 METERS.  THE DISTANCE TO REFERENCE
 GN0535'MARK NO. 2 MISSED THE 1936 MEASUREMENT BY .021 METERS.  NO
 GN0535'COMPARISON WAS MADE TO THE AZIMUTH MARK BECAUSE NO STATIONS WAS
 GN0535'OBSERVED THAT WAS OBSERVED IN 1936.
 GN0535'
 GN0535'REFERENCE MARK NO. 3 AND REFERENCE MARK NO. 4 WAS SET BY THIS
 GN0535'PARTY.
 GN0535'
 GN0535'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 GN0535'
 GN0535'THE STATION IS APPROXIMATELY 20 MILES SOUTH OF PAGOSA SPRINGS,
 GN0535'5 MILES NORTHWEST OF DULCE, NEW MEXICO, 2 MILES SOUTHEAST OF
 GN0535'THE JUNCTION OF THE NAVAJO AND SAN JUAN RIVERS, NEAR THE
 GN0535'COLORADO-NEW MEXICO STATE LINE, AND ON THE HIGHEST POINT AND
 GN0535'THE SOUTH END OF A LONG NARROW RIDGE.
 GN0535'
 GN0535'TO REACH THE STATION FROM THE POST OFFICE IN CHROMO, GO WEST
 GN0535'ON U.S. HIGHWAY 84 FOR 0.2 MILE TO A SIDE ROAD ON THE LEFT.
 GN0535'TURN LEFT, SOUTHWEST ON A GRAVEL ROAD FOR 4.35 MILES TO A SIDE
 GN0535'ROAD ON THE LEFT.  BEAR RIGHT, CROSS A BRIDGE OVER THE NAVAJO
 GN0535'RIVER AND CONTINUE ON A GRAVEL ROAD FOR 0.4 MILE TO THE EDITH
 GN0535'STORE ON THE RIGHT.  CONTINUE STRAIGHT AHEAD, WESTERLY, ON A
 GN0535'GRAVEL ROAD FOR 3.2 MILES TO A ROAD FORK.  BEAR LEFT AND
 GN0535'CONTINUE WESTERLY ON A GRAVEL ROAD FOR 7.4 MILES TO A CATTLE
 GN0535'GUARD ON THE LEFT.  CONTINUE STRAIGHT AHEAD ON THE GRAVEL
 GN0535'ROAD FOR 3.35 MILES TO A T-INTERSECTION.  TURN LEFT ON A
 GN0535'GRAVEL ROAD FOR 7.65 MILES TO A ROAD FORK APPROXIMATELY 0.05
 GN0535'MILE BEFORE REACHING A BRIDGE.  CONTINUE STRAIGHT AHEAD,
 GN0535'CROSSING THE BRIDGE FOR 0.35 MILE TO THE JUANITA CHURCH ON
 GN0535'THE LEFT.  CONTINUE STRAIGHT AHEAD FOR 0.25 MILE TO A SIDE
 GN0535'ROAD ON THE LEFT.  CONTINUE STRAIGHT AHEAD, CROSSING A
 GN0535'BRIDGE AND THEN A RAILROAD TRACK FOR APPROXIMATELY 0.1
 GN0535'MILE TO TWO BUILDINGS ON EACH SIDE OF THE ROAD.  BEAR
 GN0535'LEFT, EASTERLY, ON A TRACK ROAD FOR 0.5 MILE TO WHERE THE
 GN0535'ROAD STARTS UPHILL.  BEAR RIGHT, UPHILL, ON A BLADED ROAD
 GN0535'FOR 2.5 MILES TO AN OPEN AREA AND AN OLD CAMP SITE.  TURN LEFT
 GN0535'ON A DIM TRACK ROAD FOR 0.05 MILE (THE ROAD BECOMES BETTER
 GN0535'AT THIS POINT).  CONTINUE STRAIGHT AHEAD FOR 0.85 MILE TO A
 GN0535'WIRE GATE.  PASS THROUGH THE GATE AND CONTINUE FOR 0.05
 GN0535'MILE TO A T-INTERSECTION.  BEAR LEFT FOR 0.05 MILE TO A ROAD
 GN0535'FORK.  BEAR LEFT FOR 0.15 MILE TO A ROAD FORK.  BEAR RIGHT ON
 GN0535'A TRACK ROAD FOR 0.05 MILE, THEN TURN RIGHT, EASTERLY, FOR 1.05
 GN0535'MILES TO A CROSSROAD.  CONTINUE STRAIGHT AHEAD, UPHILL, TO
 GN0535'THE HIGHEST POINT OF THE HILL AND THE STATION.
 GN0535'
 GN0535'STATION MARK, A STANDARD DISK STAMPED JUANITA 1936, IS CEMENTED
 GN0535'IN A DRILL HOLE IN A BOULDER WHICH IS FLUSH WITH THE SURFACE
 GN0535'OF THE GROUND.
 GN0535'
 GN0535'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED JUANITA NO 1
 GN0535'1936, IS CEMENTED IN A DRILL HOLE IN A BOULDER WHICH PROJECTS
 GN0535'1 INCH.
 GN0535'
 GN0535'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED JUANITA NO 2
 GN0535'1936, IS CEMENTED IN A DRILL HOLE IN A BOULDER WHICH PROJECTS
 GN0535'3 INCHES.
 GN0535'
 GN0535'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED JUANITA NO 3
 GN0535'1936, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.
 GN0535'
 GN0535'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED JUANITA NO 4
 GN0535'1936, IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 8 INCHES.
 GN0535'
 GN0535'AZIMUTH MARK, A STANDARD DISK STAMPED JUANITA 1936, IS CEMENTED
 GN0535'IN A DRILL HOLE IN A LARGE BOULDER WHICH PROJECTS APPROXIMATELY
 GN0535'1-1/2 FOOT ON THE SOUTH SIDE.  IT IS 1 FOOT EAST OF A CAIRN.
 GN0535'
 GN0535'TO REACH THE AZIMUTH MARK FROM THE LAST CROSSROAD MENTIONED
 GN0535'IN THE TO REACH THE STATION, GO NORTHERLY, DOWN HILL ON A
 GN0535'BLADED ROAD FOR 0.75 MILE TO A WIRE GATE.  PASS THROUGH THE
 GN0535'GATE AND CONTINUE STRAIGHT AHEAD ON A BLADED ROAD FOR 0.05 MILE
 GN0535'TO WHERE THE ROAD CROSSES A RIDGE.  FROM HERE PACK NORTH FOR
 GN0535'APPROXIMATELY 0.05 MILE TO A LARGE ROCK OUTCROP AND THE AZIMUTH
 GN0535'MARK.
 GN0535'
 GN0535'NOTE--REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS1100 ***********************************************************************
 DS1100  DESIGNATION -  JULIE
 DS1100  PID         -  DS1100
 DS1100  STATE/COUNTY-  NM/OTERO
 DS1100  USGS QUAD   -  TULAROSA NE (1982)
 DS1100
 DS1100                         *CURRENT SURVEY CONTROL
 DS1100  ___________________________________________________________________
 DS1100* NAD 83(1992)-  33 11 32.82549(N)    106 03 16.44715(W)     ADJUSTED  
 DS1100* NAVD 88     -      1376.992  (meters)    4517.68   (feet)  ADJUSTED  
 DS1100  ___________________________________________________________________
 DS1100  LAPLACE CORR-           8.97  (seconds)                    DEFLEC99
 DS1100  GEOID HEIGHT-         -22.04  (meters)                     GEOID03
 DS1100  DYNAMIC HT  -        1374.974 (meters)    4511.06  (feet)  COMP
 DS1100  MODELED GRAV-     979,124.2   (mgal)                       NAVD 88
 DS1100  OBS GRAVITY -     979,126.6   (mgal)                       GRAV_OBS
 DS1100
 DS1100  HORZ ORDER  -  FIRST
 DS1100  VERT ORDER  -  FIRST     CLASS II
 DS1100
 DS1100.The horizontal coordinates were established by classical geodetic methods
 DS1100.and adjusted by the National Geodetic Survey in December 1993..
 DS1100
 DS1100.The orthometric height was determined by differential leveling
 DS1100.and adjusted by the National Geodetic Survey in June 1991..
 DS1100
 DS1100.The Laplace correction was computed from DEFLEC99 derived deflections.
 DS1100
 DS1100.The geoid height was determined by GEOID03.
 DS1100
 DS1100.The dynamic height is computed by dividing the NAVD 88
 DS1100.geopotential number by the normal gravity value computed on the
 DS1100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS1100.degrees latitude (g = 980.6199 gals.).
 DS1100
 DS1100.The modeled gravity was interpolated from observed gravity values.
 DS1100.The observed gravity was obtained from relative gravimeter ties
 DS1100.to the IGSN71 gravity network.
 DS1100
 DS1100;                    North         East     Units Scale Factor Converg.
 DS1100;SPC NM C     -   243,110.483   518,222.126   MT  0.99990409   +0 06 25.2
 DS1100;SPC NM C     -   797,604.98  1,700,200.43   sFT  0.99990409   +0 06 25.2
 DS1100;UTM  13      - 3,673,117.756   401,698.779   MT  0.99971914   -0 34 38.5
 DS1100
 DS1100!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS1100!SPC NM C     -   0.99978732  x   0.99990409  =   0.99969143
 DS1100!UTM  13      -   0.99978732  x   0.99971914  =   0.99950652
 DS1100
 DS1100:                Primary Azimuth Mark                     Grid Az
 DS1100:SPC NM C     -  JULIE AZ MK                              169 05 04.5
 DS1100:UTM  13      -  JULIE AZ MK                              169 46 08.2
 DS1100
 DS1100|---------------------------------------------------------------------|
 DS1100| PID    Reference Object                     Distance      Geod. Az  |
 DS1100|                                                           dddmmss.s |
 DS1100| DS1104 JULIE AZ MK                                        1691129.7 |
 DS1100| DS1102 JULIE RM 2                           12.709 METERS 20819     |
 DS1100| DS1101 JULIE RM 1                           16.484 METERS 34747     |
 DS1100|---------------------------------------------------------------------|
 DS1100
 DS1100                          SUPERSEDED SURVEY CONTROL
 DS1100
 DS1100  NAD 83(1986)-  33 11 32.83271(N)    106 03 16.44983(W) AD(       ) 1
 DS1100  NAD 27      -  33 11 32.54072(N)    106 03 14.47471(W) AD(       ) 1
 DS1100  NGVD 29 (07/19/86) 1376.33   (m)         4515.5    (f) LEVELING    3  
 DS1100
 DS1100.Superseded values are not recommended for survey control.
 DS1100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS1100.See file dsdata.txt to determine how the superseded data were derived.
 DS1100
 DS1100_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDS0169973118(NAD 83)
 DS1100_MARKER: DS = TRIANGULATION STATION DISK
 DS1100_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS1100_SP_SET: CONCRETE POST
 DS1100_STAMPING: JULIE 1967
 DS1100_MARK LOGO: CGS   
 DS1100_PROJECTION: PROJECTING 5 CENTIMETERS
 DS1100_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS1100+STABILITY: SURFACE MOTION
 DS1100
 DS1100  HISTORY     - Date     Condition        Report By
 DS1100  HISTORY     - 1967     MONUMENTED       CGS
 DS1100  HISTORY     - 1980     GOOD             NGS
 DS1100
 DS1100                          STATION DESCRIPTION
 DS1100
 DS1100'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (JCC)
 DS1100'THE STATION IS LOCATED ABOUT 9 MILES SOUTH OF THREE RIVERS, 8-1/2
 DS1100'MILES NORTH OF TULAROSA AND ON THE WEST RIGHT-OF-WAY OF U. S.
 DS1100'HIGHWAY 54.
 DS1100'
 DS1100'TO REACH THE STATION FROM THE CITY HALL IN TULAROSA GO NORTH ON
 DS1100'U. S. HIGHWAYS 70 AND 54 FOR 0.3 MILE TO A FORK IN THESE HIGHWAYS.
 DS1100'TAKE LEFT FORK, HIGHWAY 54 AND GO NORTH FOR 7.3 MILES TO THE
 DS1100'AZIMUTH MARK ON THE RIGHT.  CONTINUE NORTH ON HIGHWAY 54 FOR 0.7
 DS1100'MILE TO THE STATION MARK ON THE LEFT AS DESCRIBED.
 DS1100'
 DS1100'STATION MARK, A STANDARD DISK STAMPED JULIE 1967, IS CEMENTED IN THE
 DS1100'CENTER OF A ROUND CONCRETE MONUMENT WHICH IS ABOUT 12 INCHES IN
 DS1100'DIAMETER AND IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 94
 DS1100'FEET WEST OF THE CENTERLINE OF HIGHWAY 54, 6.5 FEET SOUTHEAST OF A
 DS1100'STANDARD METAL WITNESS POST AND 5 FEET EAST OF A FENCELINE.
 DS1100'THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 36
 DS1100'INCHES BELOW THE SURFACE OF THE GROUND.
 DS1100'
 DS1100'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED JULIE NO 1 1967, IS
 DS1100'CEMENTED IN THE CENTER OF A ROUND CONCRETE MONUMENT WHICH IS ABOUT
 DS1100'12 INCHES IN DIAMETER AND IS FLUSH WITH THE SURFACE OF THE GROUND.
 DS1100'IT IS 97 FEET WEST OF THE CENTERLINE OF HIGHWAY 54 AND 1.5 FEET
 DS1100'EAST OF THE FENCELINE.
 DS1100'
 DS1100'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED JULIE NO 2 1967, IS
 DS1100'CEMENTED IN THE CENTER OF A ROUND CONCRETE MONUMENT WHICH IS ABOUT
 DS1100'12 INCHES IN DIAMETER AND IS FLUSH WITH THE SURFACE OF THE GROUND.
 DS1100'IT IS 19 FEET WEST OF THE FENCELINE.
 DS1100'
 DS1100'AZIMUTH MARK, A STANDARD DISK STAMPED JULIE 1967, IS CEMENTED IN THE
 DS1100'CENTER OF A ROUND CONCRETE MONUMENT WHICH IS ABOUT 12 INCHES IN
 DS1100'DIAMETER AND PROJECTS ABOUT 2 INCHES.  IT IS 100 FEET WEST OF THE
 DS1100'WEST RAIL OF A RAILROAD TRACK, 97 FEET EAST OF THE CENTERLINE OF
 DS1100'HIGHWAY 54, 4 FEET NORTHWEST OF A TELEPHONE POLE, 4 FEET
 DS1100'NORTHEAST OF A TELEPHONE POLE AND 3.5 FEET EAST OF A STANDARD
 DS1100'METAL WITNESS POST.
 DS1100
 DS1100                          STATION RECOVERY (1980)
 DS1100
 DS1100'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DS1100'13.1 KM (8.15 MI) NORTH FROM TULAROSA.
 DS1100'0.1 KM (0.05 MI) EAST ALONG HIGUERA AVENUE FROM THE POST OFFICE IN
 DS1100'TULAROSA, THENCE 13.0 KM (8.1 MI) NORTHERLY ALONG U.S. HIGHWAY 54,
 DS1100'0.3 KM (0.2 MI) NORTH OF MILEPOST 88, 28.6 METERS (94.0 FT) WEST
 DS1100'OF THE CENTERLINE OF THE HIGHWAY, 16.5 METERS (54.0 FT)
 DS1100'SOUTH-SOUTHEAST OF RM 1, 12.5 METERS (40.5 FT) NORTHEAST OF RM 2
 DS1100'AND 1.6 METERS (5.5 FT) EAST OF A FENCE.
 DS1100'THE MARK IS 1.8 METERS  SE FROM A WITNESS POST.
 DS1100'THE MARK IS 0.9 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS1104 ***********************************************************************
 DS1104  DESIGNATION -  JULIE AZ MK
 DS1104  PID         -  DS1104
 DS1104  STATE/COUNTY-  NM/OTERO
 DS1104  USGS QUAD   -  TULAROSA NE (1982)
 DS1104
 DS1104                         *CURRENT SURVEY CONTROL
 DS1104  ___________________________________________________________________
 DS1104* NAD 83(1986)-  33 10 54.     (N)    106 03 08.     (W)     SCALED    
 DS1104* NAVD 88     -      1376.734  (meters)    4516.83   (feet)  ADJUSTED  
 DS1104  ___________________________________________________________________
 DS1104  GEOID HEIGHT-         -22.04  (meters)                     GEOID03
 DS1104  DYNAMIC HT  -        1374.716 (meters)    4510.21  (feet)  COMP
 DS1104  MODELED GRAV-     979,123.7   (mgal)                       NAVD 88
 DS1104
 DS1104  VERT ORDER  -  FIRST     CLASS II
 DS1104
 DS1104.The horizontal coordinates were scaled from a topographic map and have
 DS1104.an estimated accuracy of +/- 6 seconds.
 DS1104
 DS1104.The orthometric height was determined by differential leveling
 DS1104.and adjusted by the National Geodetic Survey in June 1991..
 DS1104
 DS1104.The geoid height was determined by GEOID03.
 DS1104
 DS1104.The dynamic height is computed by dividing the NAVD 88
 DS1104.geopotential number by the normal gravity value computed on the
 DS1104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS1104.degrees latitude (g = 980.6199 gals.).
 DS1104
 DS1104.The modeled gravity was interpolated from observed gravity values.
 DS1104
 DS1104;                    North         East    Units  Estimated Accuracy
 DS1104;SPC NM C     -   241,920.      518,440.      MT  (+/- 180 meters Scaled)
 DS1104
 DS1104                          SUPERSEDED SURVEY CONTROL
 DS1104
 DS1104.No superseded survey control is available for this station.
 DS1104
 DS1104_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDS019719(NAD 83)
 DS1104_MARKER: DZ = AZIMUTH MARK DISK
 DS1104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS1104_SP_SET: CONCRETE POST
 DS1104_STAMPING: JULIE 1967
 DS1104_MARK LOGO: CGS   
 DS1104_PROJECTION: PROJECTING 5 CENTIMETERS
 DS1104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS1104+STABILITY: SURFACE MOTION
 DS1104
 DS1104  HISTORY     - Date     Condition        Report By
 DS1104  HISTORY     - 1967     MONUMENTED       CGS
 DS1104  HISTORY     - 1980     GOOD             NGS
 DS1104
 DS1104                          STATION DESCRIPTION
 DS1104
 DS1104'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 DS1104'12.3 KM (7.6 MI) NORTH FROM TULAROSA.
 DS1104'0.1 KM (0.05 MI) EAST ALONG HIGUERA AVENUE FROM THE POST OFFICE IN
 DS1104'TULAROSA, THENCE 12.2 KM (7.55 MI) NORTHERLY ALONG U.S. HIGHWAY 54,
 DS1104'0.6 KM (0.35 MI) NORTH OF MILEPOST 87, 5-1/2 POLES NORTH OF RAILROAD
 DS1104'MILEPOST 1403, AT A DOUBLE UTILITY POLE, 30.8 METERS (101.0 FT)
 DS1104'WEST OF THE NEAR RAIL OF THE SOUTHERN PACIFIC RAILROAD, 29.7 METERS
 DS1104'(97.5 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, 1.4 METERS (4.5 FT)
 DS1104'NORTHEAST OF UTILITY POLE NUMBER 9500 AND 1.2 METERS (3.5 FT)
 DS1104'NORTHWEST OF A OF A UTILITY POLE WITH 2 GUY CABLES.
 DS1104'THE MARK IS 1.1 METERS  E FROM A WITNESS POST.
 DS1104'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS1101 ***********************************************************************
 DS1101  DESIGNATION -  JULIE RM 1
 DS1101  PID         -  DS1101
 DS1101  STATE/COUNTY-  NM/OTERO
 DS1101  USGS QUAD   -  TULAROSA NE (1982)
 DS1101
 DS1101                         *CURRENT SURVEY CONTROL
 DS1101  ___________________________________________________________________
 DS1101* NAD 83(1986)-  33 11 34.     (N)    106 03 16.     (W)     SCALED    
 DS1101* NAVD 88     -      1377.001  (meters)    4517.71   (feet)  ADJUSTED  
 DS1101  ___________________________________________________________________
 DS1101  GEOID HEIGHT-         -22.04  (meters)                     GEOID03
 DS1101  DYNAMIC HT  -        1374.983 (meters)    4511.09  (feet)  COMP
 DS1101  MODELED GRAV-     979,124.2   (mgal)                       NAVD 88
 DS1101
 DS1101  VERT ORDER  -  FIRST     CLASS II
 DS1101
 DS1101.The horizontal coordinates were scaled from a topographic map and have
 DS1101.an estimated accuracy of +/- 6 seconds.
 DS1101
 DS1101.The orthometric height was determined by differential leveling
 DS1101.and adjusted by the National Geodetic Survey in June 1991..
 DS1101
 DS1101.The geoid height was determined by GEOID03.
 DS1101
 DS1101.The dynamic height is computed by dividing the NAVD 88
 DS1101.geopotential number by the normal gravity value computed on the
 DS1101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS1101.degrees latitude (g = 980.6199 gals.).
 DS1101
 DS1101.The modeled gravity was interpolated from observed gravity values.
 DS1101
 DS1101;                    North         East    Units  Estimated Accuracy
 DS1101;SPC NM C     -   243,150.      518,230.      MT  (+/- 180 meters Scaled)
 DS1101
 DS1101                          SUPERSEDED SURVEY CONTROL
 DS1101
 DS1101.No superseded survey control is available for this station.
 DS1101
 DS1101_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDS017731(NAD 83)
 DS1101_MARKER: DR = REFERENCE MARK DISK
 DS1101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS1101_SP_SET: CONCRETE POST
 DS1101_STAMPING: JULIE NO 1 1967
 DS1101_MARK LOGO: CGS   
 DS1101_PROJECTION: PROJECTING 10 CENTIMETERS
 DS1101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS1101+STABILITY: SURFACE MOTION
 DS1101
 DS1101  HISTORY     - Date     Condition        Report By
 DS1101  HISTORY     - 1967     MONUMENTED       CGS
 DS1101  HISTORY     - 1980     GOOD             NGS
 DS1101
 DS1101                          STATION DESCRIPTION
 DS1101
 DS1101'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 DS1101'13.1 KM (8.15 MI) NORTH FROM TULAROSA.
 DS1101'0.1 KM (0.05 MI) EAST ALONG HIGUERA AVENUE FROM THE POST OFFICE IN
 DS1101'TULAROSA, THENCE 13.0 KM (8.1 MI) NORTHERLY ALONG U.S. HIGHWAY 54,
 DS1101'0.3 KM (0.2 MI) NORTH OF MILEPOST 88, 29.9 METERS (98.0 FT) WEST
 DS1101'OF THE CENTERLINE OF THE HIGHWAY, 16.5 METERS (54.0 FT)
 DS1101'NORTH-NORTHEAST OF THE STATION MARK AND 0.5 METERS (1.5 FT) EAST
 DS1101'OF A FENCE.
 DS1101'THE MARK IS 14.8 METERS  N FROM A WITNESS POST.
 DS1101'THE MARK IS 0.9 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS1102 ***********************************************************************
 DS1102  DESIGNATION -  JULIE RM 2
 DS1102  PID         -  DS1102
 DS1102  STATE/COUNTY-  NM/OTERO
 DS1102  USGS QUAD   -  TULAROSA NE (1982)
 DS1102
 DS1102                         *CURRENT SURVEY CONTROL
 DS1102  ___________________________________________________________________
 DS1102* NAD 83(1986)-  33 11 32.     (N)    106 03 17.     (W)     SCALED    
 DS1102* NAVD 88     -      1376.664  (meters)    4516.61   (feet)  ADJUSTED  
 DS1102  ___________________________________________________________________
 DS1102  GEOID HEIGHT-         -22.04  (meters)                     GEOID03
 DS1102  DYNAMIC HT  -        1374.646 (meters)    4509.98  (feet)  COMP
 DS1102  MODELED GRAV-     979,124.2   (mgal)                       NAVD 88
 DS1102
 DS1102  VERT ORDER  -  FIRST     CLASS II
 DS1102
 DS1102.The horizontal coordinates were scaled from a topographic map and have
 DS1102.an estimated accuracy of +/- 6 seconds.
 DS1102
 DS1102.The orthometric height was determined by differential leveling
 DS1102.and adjusted by the National Geodetic Survey in June 1991..
 DS1102
 DS1102.The geoid height was determined by GEOID03.
 DS1102
 DS1102.The dynamic height is computed by dividing the NAVD 88
 DS1102.geopotential number by the normal gravity value computed on the
 DS1102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS1102.degrees latitude (g = 980.6199 gals.).
 DS1102
 DS1102.The modeled gravity was interpolated from observed gravity values.
 DS1102
 DS1102;                    North         East    Units  Estimated Accuracy
 DS1102;SPC NM C     -   243,090.      518,210.      MT  (+/- 180 meters Scaled)
 DS1102
 DS1102                          SUPERSEDED SURVEY CONTROL
 DS1102
 DS1102.No superseded survey control is available for this station.
 DS1102
 DS1102_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDS016730(NAD 83)
 DS1102_MARKER: DR = REFERENCE MARK DISK
 DS1102_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS1102_SP_SET: CONCRETE POST
 DS1102_STAMPING: JULIE NO 2 1967
 DS1102_MARK LOGO: CGS   
 DS1102_PROJECTION: FLUSH
 DS1102_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS1102+STABILITY: SURFACE MOTION
 DS1102
 DS1102  HISTORY     - Date     Condition        Report By
 DS1102  HISTORY     - 1967     MONUMENTED       CGS
 DS1102  HISTORY     - 1980     GOOD             NGS
 DS1102
 DS1102                          STATION DESCRIPTION
 DS1102
 DS1102'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 DS1102'13.1 KM (8.15 MI) NORTH FROM TULAROSA.
 DS1102'0.1 KM (0.05 MI) EAST ALONG HIGUERA AVENUE FROM THE POST OFFICE IN
 DS1102'TULAROSA, THENCE 13.0 KM (8.1 MI) NORTHERLY ALONG U.S. HIGHWAY 54,
 DS1102'0.3 KM (0.2 MI) NORTH OF MILEPOST 88, 36.1 METERS (118.3 FT) WEST
 DS1102'OF THE CENTERLINE OF THE HIGHWAY, 12.5 METERS (40.8 FT) SOUTHWEST
 DS1102'OF THE STATION MARK AND 5.7 METERS (18.8 FT ) WEST OF A FENCE.
 DS1102'THE MARK IS 13.4 METERS  SW FROM A WITNESS POST.
 DS1102'THE MARK IS 0.9 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1554 ***********************************************************************
 CX1554  DESIGNATION -  JULIUS
 CX1554  PID         -  CX1554
 CX1554  STATE/COUNTY-  NM/OTERO
 CX1554  USGS QUAD   -  NEWMAN NE (1955)
 CX1554
 CX1554                         *CURRENT SURVEY CONTROL
 CX1554  ___________________________________________________________________
 CX1554* NAD 83(1992)-  32 12 42.85471(N)    106 15 27.77694(W)     ADJUSTED  
 CX1554* NAVD 88     -      1252.56   (+/-2cm)    4109.4    (feet)  VERTCON   
 CX1554  ___________________________________________________________________
 CX1554  LAPLACE CORR-           3.76  (seconds)                    DEFLEC99
 CX1554  GEOID HEIGHT-         -23.58  (meters)                     GEOID03
 CX1554
 CX1554  HORZ ORDER  -  FIRST
 CX1554  VERT ORDER  -  THIRD ? (See Below)
 CX1554
 CX1554.The horizontal coordinates were established by classical geodetic methods
 CX1554.and adjusted by the National Geodetic Survey in December 1993..
 CX1554
 CX1554.The NAVD 88 height was computed by applying the VERTCON shift value to
 CX1554.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CX1554.The vertical order pertains to the NGVD 29 superseded value.
 CX1554
 CX1554.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1554
 CX1554.The geoid height was determined by GEOID03.
 CX1554
 CX1554;                    North         East     Units Scale Factor Converg.
 CX1554;SPC NM C     -   134,362.461   499,272.663   MT  0.99990001   -0 00 14.8
 CX1554;SPC NM C     -   440,820.84  1,638,030.40   sFT  0.99990001   -0 00 14.8
 CX1554;UTM  13      - 3,564,617.583   381,471.911   MT  0.99977325   -0 40 13.8
 CX1554
 CX1554!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1554!SPC NM C     -   0.99980707  x   0.99990001  =   0.99970710
 CX1554!UTM  13      -   0.99980707  x   0.99977325  =   0.99958036
 CX1554
 CX1554:                Primary Azimuth Mark                     Grid Az
 CX1554:SPC NM C     -  GRAND                                    024 57 46.9
 CX1554:UTM  13      -  GRAND                                    025 37 45.9
 CX1554
 CX1554|---------------------------------------------------------------------|
 CX1554| PID    Reference Object                     Distance      Geod. Az  |
 CX1554|                                                           dddmmss.s |
 CX1554| CX0489 GRAND                               APPROX.23.1 KM 0245732.1 |
 CX1554| CC6769 JULIUS RM 1                          15.699 METERS 09052     |
 CX1554| CC6770 JULIUS RM 2                          15.205 METERS 18229     |
 CX1554|---------------------------------------------------------------------|
 CX1554
 CX1554                          SUPERSEDED SURVEY CONTROL
 CX1554
 CX1554  NAD 83(1986)-  32 12 42.86044(N)    106 15 27.77393(W) AD(       ) 1
 CX1554  NAD 27      -  32 12 42.49911(N)    106 15 25.82805(W) AD(       ) 1
 CX1554  NGVD 29 (07/19/86) 1251.97   (m)         4107.5    (f) LEVELING    3  
 CX1554
 CX1554.Superseded values are not recommended for survey control.
 CX1554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1554.See file dsdata.txt to determine how the superseded data were derived.
 CX1554
 CX1554_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR8147264618(NAD 83)
 CX1554_MARKER: DS = TRIANGULATION STATION DISK
 CX1554_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX1554_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CX1554
 CX1554  HISTORY     - Date     Condition        Report By
 CX1554  HISTORY     - 1968     MONUMENTED       CGS
 CX1554
 CX1554                          STATION DESCRIPTION
 CX1554
 CX1554'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JCC)
 CX1554'THE STATION IS ON A SAND DUNE ABOUT 17 MILES SOUTHEAST OF WHITE SANDS
 CX1554'MISSILE RANGE HEADQUARTERS BUILDING, ABOUT 14.5 MILES EAST-NORTHEAST
 CX1554'OF DONA ANA RANGE CAMP, ABOUT 14.5 MILES SOUTHWEST OF OROGRANDE AND
 CX1554'3.5 MILES WEST OF U.S. HIGHWAY 54.
 CX1554'
 CX1554'TO REACH THE STATION FROM WHITE SANDS MISSILE RANGE HEADQUARTERS
 CX1554'BUILDING GO SOUTH AND SOUTHEAST ON HEADQUARTERS AVENUE FOR 3.9 MILES
 CX1554'TO AN M.P. CHECKPOINT.  CONTINUE SOUTHEAST AND SOUTH ON WSMR ROUTE
 CX1554'1 FOR 4.8 MILES TO A SIDE ROAD LEFT AND TRIANGULATION STATION
 CX1554'BEASLEY ON THE RIGHT.  TURN LEFT AND GO EAST ON A DIRT ROAD FOR
 CX1554'0.65 MILE TO A FORK.  TAKE LEFT FORK AND GO EAST-NORTHEAST ON A
 CX1554'DIRT ROAD FOR 7.0 MILES TO A CROSSROAD.  TURN RIGHT AND GO
 CX1554'SOUTHERLY ON A DIRT ROAD FOR 6.35 MILES TO A SIDE ROAD LEFT.  TURN
 CX1554'LEFT AND GO EASTERLY ON A WINDING DIRT ROAD FOR 0.8 MILE TO A
 CX1554'LARGE SAND DUNE ON THE RIGHT.
 CX1554'
 CX1554'STATION MARK, A STANDARD DISK, STAMPED JULIUS 1968, IS SET IN THE TOP
 CX1554'OF A CONCRETE MONUMENT 12 INCHES IN DIAMETER THAT PROJECTS ABOUT 4
 CX1554'INCHES.  IT IS ABOUT 60 FEET SOUTH OF THE CENTERLINE OF A DIRT
 CX1554'ROAD, 8 FEET SOUTH-SOUTHWEST OF A METAL WITNESS SIGN ON TOP OF A
 CX1554'LARGE SAND DUNE.
 CX1554'
 CX1554'R.M. NO. 1, A STANDARD DISK, STAMPED JULIUS NO 1 1968, IS SET IN THE
 CX1554'TOP OF A CONCRETE MONUMENT 12 INCHES IN DIAMETER THAT PROJECTS ABOUT
 CX1554'4 INCHES.  IT IS 55.5 FEET SOUTH OF A METAL WITNESS SIGN.
 CX1554'
 CX1554'HEIGHT OF LIGHT ABOVE STATION MARK 5.17 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0560 ***********************************************************************
 EP0560  DESIGNATION -  JUNCTION
 EP0560  PID         -  EP0560
 EP0560  STATE/COUNTY-  NM/DE BACA
 EP0560  USGS QUAD   -  WIRE LAKE (1982)
 EP0560
 EP0560                         *CURRENT SURVEY CONTROL
 EP0560  ___________________________________________________________________
 EP0560* NAD 83(1992)-  34 07 29.40485(N)    104 49 45.54526(W)     ADJUSTED  
 EP0560* NAVD 88     -      1472.0    (meters)    4829.     (feet)  VERTCON   
 EP0560  ___________________________________________________________________
 EP0560  LAPLACE CORR-          -3.64  (seconds)                    DEFLEC99
 EP0560  GEOID HEIGHT-         -22.88  (meters)                     GEOID03
 EP0560
 EP0560  HORZ ORDER  -  SECOND
 EP0560
 EP0560.The horizontal coordinates were established by classical geodetic methods
 EP0560.and adjusted by the National Geodetic Survey in December 1993..
 EP0560
 EP0560.The NAVD 88 height was computed by applying the VERTCON shift value to
 EP0560.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EP0560
 EP0560.The Laplace correction was computed from DEFLEC99 derived deflections.
 EP0560
 EP0560.The geoid height was determined by GEOID03.
 EP0560
 EP0560;                    North         East     Units Scale Factor Converg.
 EP0560;SPC NM E     -   346,613.808   119,249.635   MT  0.99993488   -0 16 41.7
 EP0560;SPC NM E     - 1,137,182.14    391,238.18   sFT  0.99993488   -0 16 41.7
 EP0560;SPC NM C     -   347,411.142   631,048.996   MT  1.00011164   +0 47 49.6
 EP0560;SPC NM C     - 1,139,798.06  2,070,366.58   sFT  1.00011164   +0 47 49.6
 EP0560;UTM  13      - 3,776,010.692   515,739.015   MT  0.99960305   +0 05 44.7
 EP0560
 EP0560!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EP0560!SPC NM E     -   0.99977256  x   0.99993488  =   0.99970746
 EP0560!SPC NM C     -   0.99977256  x   1.00011164  =   0.99988418
 EP0560!UTM  13      -   0.99977256  x   0.99960305  =   0.99937570
 EP0560
 EP0560|---------------------------------------------------------------------|
 EP0560| PID    Reference Object                     Distance      Geod. Az  |
 EP0560|                                                           dddmmss.s |
 EP0560| CJ7586 JUNCTION RM 1                        10.369 METERS 24841     |
 EP0560| EP0558 CURVE                               APPROX. 5.7 KM 3234730.7 |
 EP0560| CJ7587 JUNCTION RM 2                        10.847 METERS 32807     |
 EP0560|---------------------------------------------------------------------|
 EP0560
 EP0560                          SUPERSEDED SURVEY CONTROL
 EP0560
 EP0560  NAD 83(1986)-  34 07 29.41095(N)    104 49 45.54388(W) AD(       ) 2
 EP0560  NAD 27      -  34 07 29.11896(N)    104 49 43.59999(W) AD(       ) 2
 EP0560  NGVD 29 (07/19/86) 1471.3    (m)         4827.     (f) VERT ANG       
 EP0560
 EP0560.Superseded values are not recommended for survey control.
 EP0560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EP0560.See file dsdata.txt to determine how the superseded data were derived.
 EP0560
 EP0560_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SET1573976011(NAD 83)
 EP0560_MARKER: DD = SURVEY DISK
 EP0560_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 EP0560+WITH SETTING: INFORMATION.
 EP0560_SP_SET: PREFABRICATED CONCRETE POST
 EP0560
 EP0560  HISTORY     - Date     Condition        Report By
 EP0560  HISTORY     - 1967     MONUMENTED       USGS
 EP0560
 EP0560                          STATION DESCRIPTION
 EP0560
 EP0560'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (WCN)
 EP0560'STATION IS LOCATED S 47 DEG W ABOUT 41 MI. (AIRLINE) FROM FORT
 EP0560'SUMNER, NEW MEXICO S 34 DEG E, ABOUT 45 MI. (AIRLINE) FROM
 EP0560'VAUGHN, NEW MEXICO.  THE STATION IS ON THE W.M. KEY RANCH
 EP0560'ON A BROAD FLAT TOP.  ABOUT 0.3 MI. E OF U.S. HIGHWAY 285,
 EP0560'0.45 MI. SSE OF TWIN METAL WATER TANKS, 4.3 FT. NW OF WITNESS
 EP0560'SIGN MOUNTED ON A METAL POST.  THE STATION SITE CAN BE LOCATED
 EP0560'FROM THE FORT SUMNER (NI 13-5) 1--250,000 SERIES MAP.
 EP0560'
 EP0560'STATION MARK--A USGS BRONZE TABLET CRIMPED TO A COPPERWELD
 EP0560'ROD DRIVEN TO REFUSAL (10.0 FT.), CENTERED IN AN ORANGEBURG
 EP0560'TILE 6 IN. IN DIAMETER, 12 IN. LONG FILLED WITH GRAVEL.  THE
 EP0560'TABLET IS FLUSH WITH THE GROUND AND STAMPED KEY ET 1967.
 EP0560'
 EP0560'REFERENCE MARK NO. 1--A USGS BRONZE R.M. TABLET CRIMPED TO A
 EP0560'COPPERWELD ROD 2.5 FT. LONG WHICH IS CEMENTED IN BEDROCK,
 EP0560'CENTERED IN AN ORANGEBURG TILE 6 IN. IN DIAMETER, 12 IN. LONG
 EP0560'FILLED WITH GRAVEL, AND STAMPED KEY ET R.M. NO. 1 1967.
 EP0560'
 EP0560'REFERENCE MARK NO. 2--A USGS BRONZE R.M. TABLET CRIMPED TO A
 EP0560'COPPERWELD ROD 2.5 FT. LONG WHICH IS CEMENTED IN BEDROCK,
 EP0560'CENTERED IN AN ORANGEBURG TILE 6 IN. IN DIAMETER, 12 IN. LONG
 EP0560'FILLED WITH GRAVEL STAMPED KEY ET R.M. NO. 2 1967.
 EP0560'
 EP0560'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND NO. 2 IS 76.99
 EP0560'FT. (23.463 METERS) HORIZONTAL DISTANCE.
 EP0560'
 EP0560'TRAIL ET 1967 IS VISIBLE FROM THE GROUND AT THIS STATION
 EP0560'AND WILL SERVE AS THE AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0431 ***********************************************************************
 ER0431  DESIGNATION -  JUNIPER
 ER0431  PID         -  ER0431
 ER0431  STATE/COUNTY-  NM/CIBOLA
 ER0431  USGS QUAD   -  GOAT HILL (1967)
 ER0431
 ER0431                         *CURRENT SURVEY CONTROL
 ER0431  ___________________________________________________________________
 ER0431* NAD 83(1992)-  34 54 50.79512(N)    108 18 29.49894(W)     ADJUSTED  
 ER0431* NAVD 88     -      2350.7    (meters)    7712.     (feet)  VERTCON   
 ER0431  ___________________________________________________________________
 ER0431  LAPLACE CORR-           2.97  (seconds)                    DEFLEC99
 ER0431  GEOID HEIGHT-         -20.59  (meters)                     GEOID03
 ER0431
 ER0431  HORZ ORDER  -  FIRST
 ER0431
 ER0431.The horizontal coordinates were established by classical geodetic methods
 ER0431.and adjusted by the National Geodetic Survey in December 1993..
 ER0431
 ER0431.The NAVD 88 height was computed by applying the VERTCON shift value to
 ER0431.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ER0431
 ER0431.The Laplace correction was computed from DEFLEC99 derived deflections.
 ER0431
 ER0431.The geoid height was determined by GEOID03.
 ER0431
 ER0431;                    North         East     Units Scale Factor Converg.
 ER0431;SPC NM W     -   434,156.674   786,609.020   MT  0.99993986   -0 16 18.4
 ER0431;SPC NM W     - 1,424,395.69  2,580,733.09   sFT  0.99993986   -0 16 18.4
 ER0431;UTM  12      - 3,866,825.985   745,919.580   MT  1.00034543   +1 32 29.1
 ER0431
 ER0431!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ER0431!SPC NM W     -   0.99963439  x   0.99993986  =   0.99957427
 ER0431!UTM  12      -   0.99963439  x   1.00034543  =   0.99997969
 ER0431
 ER0431|---------------------------------------------------------------------|
 ER0431| PID    Reference Object                     Distance      Geod. Az  |
 ER0431|                                                           dddmmss.s |
 ER0431| CD3069 JUNIPER RM 1                         16.674 METERS 15128     |
 ER0431| CD3070 JUNIPER RM 2                         12.796 METERS 27608     |
 ER0431| CD3068 JUNIPER AZ MK                                      3405428.8 |
 ER0431|---------------------------------------------------------------------|
 ER0431
 ER0431                          SUPERSEDED SURVEY CONTROL
 ER0431
 ER0431  NAD 83(1986)-  34 54 50.79621(N)    108 18 29.49746(W) AD(       ) 1
 ER0431  NAD 27      -  34 54 50.64906(N)    108 18 27.25594(W) AD(       ) 1
 ER0431  NGVD 29 (07/19/86) 2349.6    (m)         7709.     (f) VERT ANG       
 ER0431
 ER0431.Superseded values are not recommended for survey control.
 ER0431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0431.See file dsdata.txt to determine how the superseded data were derived.
 ER0431
 ER0431_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYD4592066826(NAD 83)
 ER0431_MARKER: DS = TRIANGULATION STATION DISK
 ER0431_SETTING: 66 = SET IN ROCK OUTCROP
 ER0431_SP_SET: SET IN BEDROCK
 ER0431_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ER0431+STABILITY: POSITION/ELEVATION WELL
 ER0431
 ER0431  HISTORY     - Date     Condition        Report By
 ER0431  HISTORY     - 1945     MONUMENTED       CGS
 ER0431  HISTORY     - 1949     GOOD             USGS
 ER0431
 ER0431                          STATION DESCRIPTION
 ER0431
 ER0431'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (RAM)
 ER0431'STATION IS LOCATED ABOUT 8 MILES S OF EL MORRO AND ABOUT 15
 ER0431'MILES WSW OF THE OSO RIDGE FOREST SERVICE LOOKOUT.  IT IS NEAR
 ER0431'THE NW EDGE OF A SMALL, PROMINENT MESA WITH RED RIMROCK ON ITS
 ER0431'NW SIDE.  A SHARP, ROCKY HILL LIES ABOUT 3 MILES TO THE N.
 ER0431'
 ER0431'TO REACH STATION FROM EL MORRO, PROCEED ON THE MARKED ROADS
 ER0431'TO EL MORRO NATIONAL MONUMENT, CONTINUE AHEAD ON THE MAIN ROAD
 ER0431'TO THE ENTRANCE TO THE EL MORRO AIRPORT.  FROM THE ENTRANCE TO
 ER0431'THE AIRPORT, GO S ON THE MAIN ROAD FOR 0.3 MILE TO A FORKS,
 ER0431'TAKE THE LEFT FORK THROUGH A CATTLE GUARD AND CONTINUE FOR
 ER0431'1.5 MILES TO A ROAD LEADING TO THE LEFT.  THIS IS ABOUT 1/4
 ER0431'MILE E OF A SMALL INDIAN SCHOOL.  TURN LEFT AND CONTINUE FOR
 ER0431'0.7 MILE TO A RIGHT FORK, TAKE THE RIGHT FORK AND CONTINUE
 ER0431'FOR 7.7 MILES TO A TRACK ROAD LEADING LEFT.  THERE IS A SMALL
 ER0431'RANCH ABOUT 1/4 MILE W OF THIS FORK.  TURN LEFT ON THE TRACK
 ER0431'ROAD AND CONTINUE FOR 0.5 MILE TO A POINT WHERE A FENCE
 ER0431'COMES ALONG THE LEFT SIDE OF THE ROAD, CONTINUE AHEAD FOR
 ER0431'0.4 MILE TO A LARGE GATE IN THIS FENCE.  TO REACH AZIMUTH
 ER0431'MARK, TURN LEFT THROUGH THIS GATE AND FOLLOW THE TRACK ROAD
 ER0431'N FOR 0.65 MILE TO THE MARK ON THE LEFT OF THE TRACK ROAD.
 ER0431'TO CONTINUE TO THE STATION FROM THIS GATE, DO NOT PASS
 ER0431'THROUGH IT BUT BEAR RIGHT, AWAY FROM THE FENCE, CROSS
 ER0431'COUNTRY, TOWARD THE RIGHT SIDE OF THE MESA FOR 0.5 MILE COMING
 ER0431'TO THE END OF TRUCK TRAVEL S OF THE SLIGHT RIDGE LEADING E
 ER0431'TO THE TOP.  PACK N AND E TO THE RIM AND THEN N ABOUT 300
 ER0431'FEET TO THE NW EDGE AND THE STATION.
 ER0431'
 ER0431'STATION MARK IS A BRONZE STATION DISK SET IN BEDROCK, FLUSH,
 ER0431'AND STAMPED JUNIPER 1945.  THE MARK IS SET IN AN AREA OF BARE
 ER0431'BEDROCK PROJECTING FROM SAND AND IS ABOUT 14 FEET S OF THE N EDGE
 ER0431'OF THE RIM.
 ER0431'
 ER0431'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A SHELF OF
 ER0431'BEDROCK AND IS STAMPED JUNIPER NO 1 1945.  IT IS SSE OF THE
 ER0431'STATION AND ABOUT 3 FEET HIGHER.
 ER0431'
 ER0431'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN BEDROCK, FLUSH,
 ER0431'AND STAMPED JUNIPER NO 2 1945.  IT IS ON A PROMINENT POINT OF THE
 ER0431'RIM, 7 INCHES SE OF THE EDGE, IS W OF THE STATION, AND ABOUT
 ER0431'2-1/2 FEET LOWER.
 ER0431'
 ER0431'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN A BOULDER, FLUSH,
 ER0431'AND STAMPED JUNIPER 1945.  IT IS ABOUT 1/2 MILE NNW OF THE
 ER0431'STATION, ON THE N EDGE OF A SLIGHT WASH, 26 FEET W OF THE
 ER0431'CENTER OF THE TRACK ROAD, AND 5 FEET SE OF A 3-FOOT CAIRN.  IT
 ER0431'IS REACHED AS SHOWN ABOVE.
 ER0431
 ER0431                          STATION RECOVERY (1949)
 ER0431
 ER0431'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1949
 ER0431'RECOVERED BY USGS IN 1949 AS DESCRIBED.
 ER0431'
 ER0431'STATION MARK--A BRONZE STATION DISK SET IN BEDROCK, FLUSH, AND
 ER0431'STAMPED---JUNIPER 1945---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0923 ***********************************************************************
 DR0923  DESIGNATION -  JUNIPER
 DR0923  PID         -  DR0923
 DR0923  STATE/COUNTY-  NM/LINCOLN
 DR0923  USGS QUAD   -  ELSIE CANYON (1967)
 DR0923
 DR0923                         *CURRENT SURVEY CONTROL
 DR0923  ___________________________________________________________________
 DR0923* NAD 83(1992)-  33 37 15.72557(N)    104 56 40.78277(W)     ADJUSTED  
 DR0923* NAVD 88     -      1420.4    (meters)    4660.     (feet)  VERTCON   
 DR0923  ___________________________________________________________________
 DR0923  LAPLACE CORR-          -4.58  (seconds)                    DEFLEC99
 DR0923  GEOID HEIGHT-         -22.51  (meters)                     GEOID03
 DR0923
 DR0923  HORZ ORDER  -  FIRST
 DR0923
 DR0923.The horizontal coordinates were established by classical geodetic methods
 DR0923.and adjusted by the National Geodetic Survey in December 1993..
 DR0923
 DR0923.The NAVD 88 height was computed by applying the VERTCON shift value to
 DR0923.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DR0923
 DR0923.The Laplace correction was computed from DEFLEC99 derived deflections.
 DR0923
 DR0923.The geoid height was determined by GEOID03.
 DR0923
 DR0923;                    North         East     Units Scale Factor Converg.
 DR0923;SPC NM C     -   291,387.640   621,118.237   MT  1.00008080   +0 43 22.3
 DR0923;SPC NM C     -   955,994.28  2,037,785.42   sFT  1.00008080   +0 43 22.3
 DR0923;SPC NM E     -   290,793.830   108,277.717   MT  0.99994874   -0 20 18.6
 DR0923;SPC NM E     -   954,046.09    355,241.14   sFT  0.99994874   -0 20 18.6
 DR0923;UTM  13      - 3,720,139.743   505,132.937   MT  0.99960032   +0 01 50.3
 DR0923
 DR0923!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR0923!SPC NM C     -   0.99978059  x   1.00008080  =   0.99986137
 DR0923!SPC NM E     -   0.99978059  x   0.99994874  =   0.99972934
 DR0923!UTM  13      -   0.99978059  x   0.99960032  =   0.99938100
 DR0923
 DR0923|---------------------------------------------------------------------|
 DR0923| PID    Reference Object                     Distance      Geod. Az  |
 DR0923|                                                           dddmmss.s |
 DR0923| CJ7588 JUNIPER RM 1                         20.770 METERS 03826     |
 DR0923| DR0924 DOOLIN                              APPROX.10.3 KM 1891306.7 |
 DR0923| CJ7589 JUNIPER RM 2                         17.534 METERS 30759     |
 DR0923| DR0934 LOWREY                              APPROX.14.5 KM 3303944.6 |
 DR0923|---------------------------------------------------------------------|
 DR0923
 DR0923                          SUPERSEDED SURVEY CONTROL
 DR0923
 DR0923  NAD 83(1986)-  33 37 15.72995(N)    104 56 40.78017(W) AD(       ) 1
 DR0923  NAD 27      -  33 37 15.40762(N)    104 56 38.85873(W) AD(       ) 1
 DR0923  NGVD 29 (07/19/86) 1419.8    (m)         4658.     (f) VERT ANG       
 DR0923
 DR0923.Superseded values are not recommended for survey control.
 DR0923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0923.See file dsdata.txt to determine how the superseded data were derived.
 DR0923
 DR0923_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SET0513320140(NAD 83)
 DR0923_MARKER: DS = TRIANGULATION STATION DISK
 DR0923_SETTING: 80 = SET IN A BOULDER
 DR0923_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 DR0923
 DR0923  HISTORY     - Date     Condition        Report By
 DR0923  HISTORY     - 1934     MONUMENTED       CGS
 DR0923  HISTORY     - 1967     GOOD             USGS
 DR0923
 DR0923                          STATION DESCRIPTION
 DR0923
 DR0923'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 DR0923'ABOUT 4 MILES WEST OF JONES RANCH, ON THE HIGHEST POINT OF
 DR0923'A JUNIPER-, SCRUB-, AND CEDAR-COVERED RIDGE, ABOUT 20 YARDS
 DR0923'EAST OF AN OLD ROAD WHICH RUNS SOUTHEAST AND NORTHWEST ALONG
 DR0923'THE SIDE OF RIDGE.  TO REACH FROM JONES RANCH, GO WEST 5 MILES
 DR0923'ON THE ONLY MAIN ROAD, AT A 2-FOOT ROCK CAIRN OF WHITE STONES,
 DR0923'TURN ONTO A ROAD AND GO SOUTH 1.5 MILES, TURN SOUTHEAST ONTO
 DR0923'A DIM ROAD AND GO 0.5 MILE TO A FENCE CORNER, TURN LEFT ONTO
 DR0923'A DIM TRACK WHICH LEADS EASTWARD AND GO 1.2 MILES TO THE
 DR0923'STATION.  THE STATION MARK IS A STANDARD DISK SET IN A
 DR0923'BOULDER.  THE UNDERGROUND MARK IS A
 DR0923'STANDARD DISK SET IN CONCRETE.  THE
 DR0923'REFERENCE MARKS ARE STANDARD DISKS SET IN BOULDER.
 DR0923'REFERENCE MARK NO. 1 IS 20.770
 DR0923'METERS (68.14 FEET) FROM STATION,
 DR0923'AND NO. 2 IS 17.551 METERS (57.58 FEET) FROM STATION.
 DR0923'STATION DOOLIN MAY BE USED AS AN AZIMUTH
 DR0923'MARK.
 DR0923
 DR0923                          STATION RECOVERY (1967)
 DR0923
 DR0923'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967 (LJM)
 DR0923'NOTE--DISTANCE TO R.M 2 DOES NOT AGREE WITH USC AND GS
 DR0923'DATA BY -0.05 FT.
 DR0923'
 DR0923'STATION FOUND IN GOOD CONDITION AS DESCRIBED.
 DR0923'
 DR0923'REVISED DESCRIPTION--
 DR0923'
 DR0923'TO REACH FROM JUNCTION OF U.S. HIGHWAY 285 AND STATE HIGHWAY
 DR0923'48, 4.0 MI. N OF ROSWELL, GO W. ON STATE HIGHWAY 48 20.7 MI.
 DR0923'TO END OF PAVEMENT, CONTINUE NE ON GRAVEL RD. 10.1 MI. TO
 DR0923'TRACK RD. LEFT, 0.1 MI. BEFORE A CATTLEGUARD ON MAIN RD.,
 DR0923'GO LEFT (SW) 1.5 MI. TO TRACK RD. LEFT, GO LEFT (SE) 1.8
 DR0923'MI. TO STATION SITE 100 FT. ON THE LEFT.
 DR0923'
 DR0923'STATION MARK--A C AND GS STANDARD BRONZE DISK SET IN A
 DR0923'BOULDER FLUSH WITH THE GROUND AND STAMPED JUNIPER 1934.
 DR0923'
 DR0923'REFERENCE MARK NO. 1--A C AND GS R.M. DISK SET IN A BOULDER
 DR0923'FLUSH WITH THE GROUND AND STAMPED JUNIPER 1934 R.M. 1.
 DR0923'
 DR0923'REFERENCE MARK NO. 2--A C AND GS R.M. DISK SET IN A BOULDER
 DR0923'FLUSH WITH THE GROUND AND STAMPED JUNIPER 1934 R.M. 2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0671 ***********************************************************************
 FN0671  DESIGNATION -  JUNIPER
 FN0671  PID         -  FN0671
 FN0671  STATE/COUNTY-  NM/SAN MIGUEL
 FN0671  USGS QUAD   -  PECOS (1961)
 FN0671
 FN0671                         *CURRENT SURVEY CONTROL
 FN0671  ___________________________________________________________________
 FN0671* NAD 83(1992)-  35 31 06.99644(N)    105 40 57.69053(W)     ADJUSTED  
 FN0671* NAVD 88     -      2097.65   (+/-2cm)    6882.0    (feet)  VERTCON   
 FN0671  ___________________________________________________________________
 FN0671  LAPLACE CORR-          -0.64  (seconds)                    DEFLEC99
 FN0671  GEOID HEIGHT-         -18.23  (meters)                     GEOID03
 FN0671
 FN0671  HORZ ORDER  -  SECOND
 FN0671  VERT ORDER  -  THIRD ? (See Below)
 FN0671
 FN0671.The horizontal coordinates were established by classical geodetic methods
 FN0671.and adjusted by the National Geodetic Survey in December 1993..
 FN0671
 FN0671.The NAVD 88 height was computed by applying the VERTCON shift value to
 FN0671.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FN0671.The vertical order pertains to the NGVD 29 superseded value.
 FN0671
 FN0671.The Laplace correction was computed from DEFLEC99 derived deflections.
 FN0671
 FN0671.The geoid height was determined by GEOID03.
 FN0671
 FN0671;                    North         East     Units Scale Factor Converg.
 FN0671;SPC NM E     -   501,947.771    42,609.189   MT  1.00009363   -0 47 02.5
 FN0671;SPC NM E     - 1,646,806.98    139,793.65   sFT  1.00009363   -0 47 02.5
 FN0671;SPC NM C     -   501,253.832   551,454.781   MT  0.99993262   +0 19 46.5
 FN0671;SPC NM C     - 1,644,530.28  1,809,231.23   sFT  0.99993262   +0 19 46.5
 FN0671;UTM  13      - 3,930,771.681   438,098.367   MT  0.99964722   -0 23 47.9
 FN0671
 FN0671!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FN0671!SPC NM E     -   0.99967373  x   1.00009363  =   0.99976732
 FN0671!SPC NM C     -   0.99967373  x   0.99993262  =   0.99960637
 FN0671!UTM  13      -   0.99967373  x   0.99964722  =   0.99932106
 FN0671
 FN0671|---------------------------------------------------------------------|
 FN0671| PID    Reference Object                     Distance      Geod. Az  |
 FN0671|                                                           dddmmss.s |
 FN0671| CJ7591 JUNIPER RM 1                         14.100 METERS 08238     |
 FN0671| CJ7592 JUNIPER RM 2                         15.124 METERS 16236     |
 FN0671| FN0682 GLORIETA LOOKOUT TOWER              APPROX.18.0 KM 3235709.6 |
 FN0671| CJ7590 JUNIPER AZ MK                                      3454332.5 |
 FN0671|---------------------------------------------------------------------|
 FN0671
 FN0671                          SUPERSEDED SURVEY CONTROL
 FN0671
 FN0671  NAD 83(1986)-  35 31 06.99945(N)    105 40 57.69255(W) AD(       ) 2
 FN0671  NAD 27      -  35 31 06.86290(N)    105 40 55.63830(W) AD(       ) 2
 FN0671  NGVD 29 (07/19/86) 2096.65   (m)         6878.8    (f) LEVELING    3  
 FN0671
 FN0671.Superseded values are not recommended for survey control.
 FN0671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0671.See file dsdata.txt to determine how the superseded data were derived.
 FN0671
 FN0671_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV3809830772(NAD 83)
 FN0671_MARKER: DS = TRIANGULATION STATION DISK
 FN0671_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FN0671
 FN0671  HISTORY     - Date     Condition        Report By
 FN0671  HISTORY     - 1953     MONUMENTED       CGS
 FN0671  HISTORY     - 1963     GOOD             CGS
 FN0671
 FN0671                          STATION DESCRIPTION
 FN0671
 FN0671'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (WRH)
 FN0671'THE STATION IS LOCATED ALONG THE EAST-NORTHEAST SIDE OF U.S.
 FN0671'HIGHWAYS 84 AND 85.  IT IS ABOUT 2 MILES AIRLINE NORTH-NORTHWEST
 FN0671'OF ROWE, ABOUT 3-1/2 MILES AIRLINE SOUTH OF FECOS, AND ABOUT 7
 FN0671'MILES AIRLINE SOUTH-SOUTHEAST OF THE JUNCTION OF U.S. HIGHWAY
 FN0671'85 AND ALTERNATE U.S. HIGHWAY 85.
 FN0671'
 FN0671'THE STATION IS A STANDARD DISK STAMPED JUNIPER 1953 AND SET IN
 FN0671'THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 FN0671'4 INCHES.  IT IS 46 FEET EAST-NORTHEAST OF THE CENTER LINE OF
 FN0671'U.S. HIGHWAYS 84 AND 85, AND 47 FEET WEST OF A WIRE FENCE.
 FN0671'
 FN0671'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED JUNIPER
 FN0671'NO 1 1953 AND SET IN THE TOP OF A 10-INCH SQUARE CONCRETE
 FN0671'MONUMENT THAT PROJECTS 6 INCHES.  IT IS 1/2 FEET WEST OF THE
 FN0671'WIRE FENCE AND ABOUT THE SAME ELEVATION AS THE STATION.
 FN0671'
 FN0671'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED JUNIPER
 FN0671'NO 2 1953 AND SET IN THE TOP OF A 10-INCH SQUARE CONCRETE
 FN0671'MONUMENT THAT PROJECTS 8 INCHES.  IT IS 47 FEET WEST OF THE
 FN0671'WIRE FENCE AND 45 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 FN0671'AND ABOUT 1 FOOT LOWER THAN THE STATION.
 FN0671'
 FN0671'THE AZIMUTH MARK IS A STANDARD DISK STAMPED JUNIPER 1953 AND
 FN0671'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 FN0671'4 INCHES.  IT IS 33 FEET WEST OF THE CENTER LINE OF THE
 FN0671'HIGHWAY, 65 FEET EAST OF A WIRE FENCE, AND NEAR THE NORTH
 FN0671'END OF A CURVE IN THE HIGHWAY.  TO REACH THE MARK FROM THE
 FN0671'STATION GO NORTH-NORTHWEST ON THE HIGHWAY FOR 1/2 MILE TO THE
 FN0671'MARK ON THE LEFT.
 FN0671'
 FN0671'TO REACH THE STATION FROM THE RAILROAD DEPOT IN ROWE GO
 FN0671'NORTH-NORTHWEST ON U.S. HIGHWAYS 84 AND 85 FOR 2.0 MILES TO THE
 FN0671'STATION ON THE RIGHT.
 FN0671'
 FN0671'HEIGHT OF LIGHT ABOVE STATION MARK 1.37 METERS.
 FN0671
 FN0671                          STATION RECOVERY (1963)
 FN0671
 FN0671'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CKP)
 FN0671'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 FN0671'FOUND IN GOOD CONDITION.  THE TO REACH FOR THE STATION IS
 FN0671'COMPLETELY ADEQUATE.
 FN0671'
 FN0671'THIS STATION WAS VISITED BY ASTRONOMIC PARTY 621.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0762 ***********************************************************************
 CW0762  DESIGNATION -  JURNEGAN
 CW0762  PID         -  CW0762
 CW0762  STATE/COUNTY-  NM/EDDY
 CW0762  USGS QUAD   -  CARLSBAD CAVERNS (1979)
 CW0762
 CW0762                         *CURRENT SURVEY CONTROL
 CW0762  ___________________________________________________________________
 CW0762* NAD 83(1992)-  32 12 18.46594(N)    104 23 03.95334(W)     ADJUSTED  
 CW0762* NAVD 88     -      1295.7    (meters)    4251.     (feet)  VERTCON   
 CW0762  ___________________________________________________________________
 CW0762  LAPLACE CORR-          -7.15  (seconds)                    DEFLEC99
 CW0762  GEOID HEIGHT-         -24.20  (meters)                     GEOID03
 CW0762
 CW0762  HORZ ORDER  -  FIRST
 CW0762
 CW0762.The horizontal coordinates were established by classical geodetic methods
 CW0762.and adjusted by the National Geodetic Survey in December 1993..
 CW0762
 CW0762.The NAVD 88 height was computed by applying the VERTCON shift value to
 CW0762.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CW0762
 CW0762.The Laplace correction was computed from DEFLEC99 derived deflections.
 CW0762
 CW0762.The geoid height was determined by GEOID03.
 CW0762
 CW0762;                    North         East     Units Scale Factor Converg.
 CW0762;SPC NM E     -   133,613.624   160,182.794   MT  0.99990938   -0 01 38.0
 CW0762;SPC NM E     -   438,364.03    525,533.05   sFT  0.99990938   -0 01 38.0
 CW0762;UTM  13      - 3,563,339.207   558,014.401   MT  0.99964150   +0 19 41.1
 CW0762
 CW0762!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CW0762!SPC NM E     -   0.99980039  x   0.99990938  =   0.99970979
 CW0762!UTM  13      -   0.99980039  x   0.99964150  =   0.99944196
 CW0762
 CW0762|---------------------------------------------------------------------|
 CW0762| PID    Reference Object                     Distance      Geod. Az  |
 CW0762|                                                           dddmmss.s |
 CW0762| CH9693 JURNEGAN RM 1                        27.272 METERS 07013     |
 CW0762| CH9694 JURNEGAN RM 2                        13.617 METERS 18313     |
 CW0762| CD0971 EL PASO FORT WORTH AWY BCN 11       APPROX.42.0 KM 2014613.1 |
 CW0762| CW0763 WHITE                               APPROX. 3.0 KM 2074154.2 |
 CW0762|---------------------------------------------------------------------|
 CW0762
 CW0762                          SUPERSEDED SURVEY CONTROL
 CW0762
 CW0762  NAD 83(1986)-  32 12 18.46675(N)    104 23 03.94962(W) AD(       ) 1
 CW0762  NAD 27      -  32 12 18.04700(N)    104 23 02.12700(W) AD(       ) 1
 CW0762  NGVD 29 (07/19/86) 1295.2    (m)         4249.     (f) VERT ANG       
 CW0762
 CW0762.Superseded values are not recommended for survey control.
 CW0762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0762.See file dsdata.txt to determine how the superseded data were derived.
 CW0762
 CW0762_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SER5801463339(NAD 83)
 CW0762_MARKER: DS = TRIANGULATION STATION DISK
 CW0762_SETTING: 66 = SET IN ROCK OUTCROP
 CW0762
 CW0762  HISTORY     - Date     Condition        Report By
 CW0762  HISTORY     - 1922     MONUMENTED       CGS
 CW0762  HISTORY     - 1943     GOOD             CGS
 CW0762  HISTORY     - 1944     GOOD             CGS
 CW0762  HISTORY     - 1973     GOOD             USGS
 CW0762
 CW0762                          STATION DESCRIPTION
 CW0762
 CW0762'DESCRIBED BY COAST AND GEODETIC SURVEY 1922 (CMD)
 CW0762'ABOUT 18 MILES SW OF CARLSBAD, 16 MILES W OF MALAGA, 6 MILES
 CW0762'W OF THE SCHOOLHOUSE AT THE JOHNSON RANCH ON BLACK RIVER, 2-1/2
 CW0762'MILES SW OF THE ED. JUDKIN GOAT RANCH AT JURNEGAN SPRINGS.
 CW0762'
 CW0762'STATION AND REFERENCE MARKS ARE BRONZE DISKS SET IN ROCK.
 CW0762'
 CW0762'REFERENCE MARK 1 IS 28.70 METERS (94.2 FEET) FROM STATION
 CW0762'AND REFERENCE MARK 2 IS 13.655 METERS
 CW0762'(44.80 FEET) FROM STATION.
 CW0762
 CW0762                          STATION RECOVERY (1943)
 CW0762
 CW0762'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (EHB)
 CW0762'STATION IS LOCATED ON A HIGH RIDGE 18 MILES SW OF CARLSBAD
 CW0762'BY AIRLINE, 16 MILES W OF MALAGA BY AIRLINE, AND 2.5 MILES
 CW0762'SW OF THE JUNKIN GOAT RANCH AT JURNEGAN SPRINGS.
 CW0762'
 CW0762'STATION IS ON TOP OF THE HIGHEST KNOLL IN THE IMMEDIATE
 CW0762'VICINITY, AND IS 40 FEET NW OF THE CENTER LINE OF A TRACK ROAD.
 CW0762'A BRONZE DISK SET IN DRILL HOLE IN BOULDER, STAMPED JURNEGAN
 CW0762'1922.
 CW0762'
 CW0762'REFERENCE MARK 1 IS ENE OF THE STATION.  A BRONZE REFERENCE DISK
 CW0762'SET IN A DRILL HOLE IN BEDROCK, STAMPED JURNEGAN NO 1 1922.
 CW0762'
 CW0762'REFERENCE MARK 2 IS S OF THE STATION.  A BRONZE REFERENCE
 CW0762'DISK SET IN A DRILL HOLE IN BEDROCK, STAMPED JURNEGAN NO 2 1922.
 CW0762'
 CW0762'STATION WHITE WAS USED AS AN AZIMUTH MARK.
 CW0762'
 CW0762'TO REACH FROM CARLSBAD GO SW FROM THE COURTHOUSE ON U.S.
 CW0762'HIGHWAY 62 FOR 13.3 MILES TO A PIPE GATE IN THE N RIGHT-OF-WAY
 CW0762'FENCE.  LEAVE PAVEMENT AND TURN RIGHT, N, AND PASS THROUGH GATE
 CW0762'AND FOLLOW RANCH ROAD FOR 1.9 MILES TO FORKS.  TAKE LEFT FORK
 CW0762'AND CONTINUE ON RANCH ROAD FOR 0.8 MILE TO FORKS JUST AFTER
 CW0762'CROSSING WASH.  TAKE LEFT FORK AND FOLLOW RANCH ROAD, CROSSING
 CW0762'WASH SEVERAL TIMES, FOR 0.9 MILE TO WASH AT THE JUNKIN GOAT
 CW0762'RANCH.  FROM WASH BEAR TO THE RIGHT AROUND RANCH BUILDINGS
 CW0762'FOR 0.1 MILE TO THE BANKS OF ANOTHER WASH JUST W OR BACK OF
 CW0762'THE RANCHHOUSE.  HERE CROSS WASH TO A DIM ROAD JUST AFTER
 CW0762'CROSSING.  TURN RIGHT OR W ON DIM ROAD TO TOP OF A HIGH
 CW0762'RIDGE AND ALONG RIDGE FOR 2.7 MILES TO A FENCE.
 CW0762'
 CW0762'NOTE--THERE IS NO GATE IN FENCE BUT FENCE IS WIRED TO FENCE
 CW0762'POSTS AND CAN BE LOOSENED AND LAID FLAT FOR CROSSING.  FROM
 CW0762'FENCE CONTINUE ON DIM ROAD FOR 0.3 MILE TO A PROMINENT RISE
 CW0762'AND STATION.
 CW0762'
 CW0762'A 4-FOOT STAND WAS USED FOR OBSERVATIONS.
 CW0762
 CW0762                          STATION RECOVERY (1944)
 CW0762
 CW0762'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (EHB)
 CW0762'FOR GENERAL DESCRIPTION, SEE 1943 RECOVERY.
 CW0762'
 CW0762'STATION IS FLUSH.  LOCATED ON HIGH RIDGE.
 CW0762'
 CW0762'REFERENCE MARK 1 IS ENE OF THE STATION.  A BRONZE REFERENCE
 CW0762'DISK SET IN ROCK OUTCROP FLUSH WITH THE GROUND.  STAMPED
 CW0762'JURNEGAN 1922.
 CW0762'
 CW0762'REFERENCE MARK 2 IS S OF THE STATION.  A BRONZE REFERENCE
 CW0762'DISK SET IN ROCK OUTCROP TWO FEET LOWER THAN THE STATION, FLUSH
 CW0762'WITH THE GROUND.  STAMPED JURNEGAN 1922.
 CW0762'
 CW0762'STATION WHITE SERVES AS AN AZIMUTH MARK.
 CW0762'
 CW0762'TO REACH FROM THE EDDY COUNTY COURTHOUSE AT CARLSBAD, GO
 CW0762'SW ON U.S. HIGHWAY 62 FOR 14.2 MILES TO A STEEL GATE ON RIGHT.
 CW0762'TURN RIGHT THROUGH GATE AND FOLLOW TRACK ROAD NW FOR 1.9 MILES
 CW0762'TO FORKS.  TAKE LEFT FORK AND CONTINUE W ON TRACK ROAD FOR 0.8
 CW0762'MILE TO FORKS JUST AFTER CROSSING A DRY WASH.  TAKE LEFT FORK AND
 CW0762'FOLLOW TRACK ROAD FOR 0.9 MILE TO THE JUNKINS GOAT RANCH.
 CW0762'BEAR RIGHT AROUND RANCHHOUSE AND CROSS WASH BACK OF HOUSE
 CW0762'TO A DIM TRACK ROAD.  TURN LEFT AND FOLLOW TRACK ROAD W AND
 CW0762'SW UP RIDGE AND ALONG TOP OF RIDGE FOR 2.7 MILES TO A FENCE.
 CW0762'CROSS FENCE AND CONTINUE 0.3 MILE TO A PROMINENT RIDGE AND
 CW0762'STATION.
 CW0762
 CW0762                          STATION RECOVERY (1973)
 CW0762
 CW0762'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973 (JTD)
 CW0762'TO REACH THE STATION FROM THE JUNCTION OF U.S. HWY. 180 AND
 CW0762'62 AND STATE HWY. 7 IN WHITE CITY, N. MEX., GO NE ON U.S. HWY.
 CW0762'180 AND 62 FOR 3.5 MILES.  TURN LEFT OFF HWY. AND FOLLOW TRACK
 CW0762'ROAD NW FOR 3.3 MILES TO GATE.  PASS THROUGH GATE AND CONTINUE
 CW0762'ON WEST FOR 0.2 MILE TO GATE.  PASS THROUGH GATE AND CONTINUE ON
 CW0762'WEST FOR 0.5 MILE TO ROAD FORK.  TAKE RIGHT FORK FOR 1.0 MILE TO
 CW0762'GATE.  PASS THROUGH GATE AND CONTINUE ON NW FOR 0.7 MILE TO TOP
 CW0762'OF RIDGE AND DIM TRAIL FORK.  TAKE DIM TRAIL NE DOWN RIDGE FOR
 CW0762'1.4 MILE TO TOP OF LOW HILL AND STATION SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0159 ***********************************************************************
 FP0159  DESIGNATION -  K
 FP0159  PID         -  FP0159
 FP0159  STATE/COUNTY-  NM/MCKINLEY
 FP0159  USGS QUAD   -  CHURCH ROCK (1979)
 FP0159
 FP0159                         *CURRENT SURVEY CONTROL
 FP0159  ___________________________________________________________________
 FP0159* NAD 83(1986)-  35 31 59.     (N)    108 36 53.     (W)     SCALED    
 FP0159* NAVD 88     -      2022.396  (meters)    6635.14   (feet)  POSTED    
 FP0159  ___________________________________________________________________
 FP0159  GEOID HEIGHT-         -20.89  (meters)                     GEOID03
 FP0159  DYNAMIC HT  -        2019.570 (meters)    6625.87  (feet)  COMP
 FP0159  MODELED GRAV-     979,163.2   (mgal)                       NAVD 88
 FP0159
 FP0159  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 FP0159
 FP0159.The horizontal coordinates were scaled from a topographic map and have
 FP0159.an estimated accuracy of +/- 6 seconds.
 FP0159
 FP0159.The orthometric height was determined by differential leveling
 FP0159.and adjusted by the National Geodetic Survey in 1992..
 FP0159.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 FP0159.rate of 3.1 thru 4.0 mm/km.
 FP0159
 FP0159.The geoid height was determined by GEOID03.
 FP0159
 FP0159.The dynamic height is computed by dividing the NAVD 88
 FP0159.geopotential number by the normal gravity value computed on the
 FP0159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0159.degrees latitude (g = 980.6199 gals.).
 FP0159
 FP0159.The modeled gravity was interpolated from observed gravity values.
 FP0159
 FP0159;                    North         East    Units  Estimated Accuracy
 FP0159;SPC NM W     -   503,000.      759,140.      MT  (+/- 180 meters Scaled)
 FP0159
 FP0159                          SUPERSEDED SURVEY CONTROL
 FP0159
 FP0159  NGVD 29 (??/??/92) 2021.442  (m)         6632.01   (f) ADJ UNCH    1 2
 FP0159
 FP0159.Superseded values are not recommended for survey control.
 FP0159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0159.See file dsdata.txt to determine how the superseded data were derived.
 FP0159
 FP0159_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYE162347(NAD 83)
 FP0159_MARKER: B = BOLT
 FP0159_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FP0159_SP_SET: ABUTMENT
 FP0159_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FP0159
 FP0159  HISTORY     - Date     Condition        Report By
 FP0159  HISTORY     - UNK      MONUMENTED       CGS
 FP0159  HISTORY     - 1957     GOOD             USE
 FP0159  HISTORY     - 1982     MARK NOT FOUND   NGS
 FP0159
 FP0159                          STATION DESCRIPTION
 FP0159
 FP0159'DESCRIBED BY US ENGINEERS 1957
 FP0159'1.2 MI E FROM ZUNI.
 FP0159'1.2 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 FP0159'ZUNI, MCKINLEY COUNTY, 1 1/2 POLES EAST OF MILEAGE POST 150 1/2, AT
 FP0159'STEEL-GIRDER BRIDGE NO. A 151 OVER RIO PUERCO, IN THE TOP OF THE NORTH
 FP0159'END OF THE WEST ABUTMENT, 9 FEET NORTH OF THE CENTERLINE OF THE NORTH
 FP0159'TRACK, 1 FOOT FROM THE FACE OF THE ABUTMENT, AND 1.5 FEET FROM THE END
 FP0159'OF THE COPING STONE.  A COPPER BOLT.
 FP0159
 FP0159                          STATION RECOVERY (1982)
 FP0159
 FP0159'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FP0159'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0049 ***********************************************************************
 CW0049  DESIGNATION -  K 10
 CW0049  PID         -  CW0049
 CW0049  STATE/COUNTY-  NM/EDDY
 CW0049  USGS QUAD   -  DAYTON (1975)
 CW0049
 CW0049                         *CURRENT SURVEY CONTROL
 CW0049  ___________________________________________________________________
 CW0049* NAD 83(1986)-  32 44 40.     (N)    104 23 12.     (W)     SCALED    
 CW0049* NAVD 88     -      1026.293  (meters)    3367.10   (feet)  ADJUSTED  
 CW0049  ___________________________________________________________________
 CW0049  GEOID HEIGHT-         -23.26  (meters)                     GEOID03
 CW0049  DYNAMIC HT  -        1024.865 (meters)    3362.41  (feet)  COMP
 CW0049  MODELED GRAV-     979,212.0   (mgal)                       NAVD 88
 CW0049
 CW0049  VERT ORDER  -  FIRST     CLASS II
 CW0049
 CW0049.The horizontal coordinates were scaled from a topographic map and have
 CW0049.an estimated accuracy of +/- 6 seconds.
 CW0049
 CW0049.The orthometric height was determined by differential leveling
 CW0049.and adjusted by the National Geodetic Survey in June 1991..
 CW0049
 CW0049.The geoid height was determined by GEOID03.
 CW0049
 CW0049.The dynamic height is computed by dividing the NAVD 88
 CW0049.geopotential number by the normal gravity value computed on the
 CW0049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0049.degrees latitude (g = 980.6199 gals.).
 CW0049
 CW0049.The modeled gravity was interpolated from observed gravity values.
 CW0049
 CW0049;                    North         East    Units  Estimated Accuracy
 CW0049;SPC NM E     -   193,420.      160,000.      MT  (+/- 180 meters Scaled)
 CW0049
 CW0049                          SUPERSEDED SURVEY CONTROL
 CW0049
 CW0049.No superseded survey control is available for this station.
 CW0049
 CW0049_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES574231(NAD 83)
 CW0049_MARKER: DB = BENCH MARK DISK
 CW0049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CW0049_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CW0049_STAMPING: K 10 1916
 CW0049_MARK LOGO: CGS   
 CW0049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CW0049+STABILITY: SURFACE MOTION
 CW0049
 CW0049  HISTORY     - Date     Condition        Report By
 CW0049  HISTORY     - 1916     MONUMENTED       CGS
 CW0049  HISTORY     - 1957     GOOD             NGS
 CW0049  HISTORY     - 1982     GOOD             NGS
 CW0049
 CW0049                          STATION DESCRIPTION
 CW0049
 CW0049'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 CW0049'6.8 MI S FROM ARTESIA.
 CW0049'ABOUT 6.8 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 CW0049'FROM THE STATION AT ARTESIA, ABOUT 0.3 MILE NORTH OF MILEPOST 157, 38
 CW0049'1/2 FEET WEST OF THE WEST RAIL, 32 1/2 RAILS NORTH OF THE NORTH END OF
 CW0049'THE BRIDGE OVER RIO PENASCO, 2 FEET NORTH OF A WHITE WOODEN WITNESS
 CW0049'POST, ABOUT 3 FEET BELOW THE LEVEL OF THE TRACK, AND IN THE TOP OF A
 CW0049'CONCRETE POST PROJECTING 5 INCHES.
 CW0049
 CW0049                          STATION RECOVERY (1982)
 CW0049
 CW0049'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CW0049'RECOVERED IN GOOD CONDITION.  THE 1957 DESCRIPTION IS ADEQUATE EXCEPT
 CW0049'ADD 20.1 METERS (65.9 FT) EAST OF A FENCE AND 15.2 METERS (50.0
 CW0049'FT) SOUTH OF A UTILITY POLE.
 CW0049'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0545 ***********************************************************************
 CW0545  DESIGNATION -  K 100
 CW0545  PID         -  CW0545
 CW0545  STATE/COUNTY-  NM/OTERO
 CW0545  USGS QUAD   -  ROGERS RUINS (1965)
 CW0545
 CW0545                         *CURRENT SURVEY CONTROL
 CW0545  ___________________________________________________________________
 CW0545* NAD 83(1986)-  32 43 44.     (N)    105 38 56.     (W)     SCALED    
 CW0545* NAVD 88     -      2478.300  (meters)    8130.89   (feet)  ADJUSTED  
 CW0545  ___________________________________________________________________
 CW0545  GEOID HEIGHT-         -20.22  (meters)                     GEOID03
 CW0545  DYNAMIC HT  -        2474.131 (meters)    8117.21  (feet)  COMP
 CW0545  MODELED GRAV-     978,865.0   (mgal)                       NAVD 88
 CW0545
 CW0545  VERT ORDER  -  SECOND    CLASS 0
 CW0545
 CW0545.The horizontal coordinates were scaled from a topographic map and have
 CW0545.an estimated accuracy of +/- 6 seconds.
 CW0545
 CW0545.The orthometric height was determined by differential leveling
 CW0545.and adjusted by the National Geodetic Survey in June 1991..
 CW0545
 CW0545.The geoid height was determined by GEOID03.
 CW0545
 CW0545.The dynamic height is computed by dividing the NAVD 88
 CW0545.geopotential number by the normal gravity value computed on the
 CW0545.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0545.degrees latitude (g = 980.6199 gals.).
 CW0545
 CW0545.The modeled gravity was interpolated from observed gravity values.
 CW0545
 CW0545;                    North         East    Units  Estimated Accuracy
 CW0545;SPC NM C     -   191,850.      556,340.      MT  (+/- 180 meters Scaled)
 CW0545
 CW0545                          SUPERSEDED SURVEY CONTROL
 CW0545
 CW0545  NGVD 29 (??/??/92) 2477.378  (m)         8127.86   (f) ADJ UNCH    2 0
 CW0545
 CW0545.Superseded values are not recommended for survey control.
 CW0545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0545.See file dsdata.txt to determine how the superseded data were derived.
 CW0545
 CW0545_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDS391214(NAD 83)
 CW0545_MARKER: DB = BENCH MARK DISK
 CW0545_SETTING: 66 = SET IN ROCK OUTCROP
 CW0545_SP_SET: OUTCROP
 CW0545_STAMPING: K-100 1934
 CW0545_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CW0545+STABILITY: POSITION/ELEVATION WELL
 CW0545
 CW0545  HISTORY     - Date     Condition        Report By
 CW0545  HISTORY     - 1934     MONUMENTED       CGS
 CW0545  HISTORY     - 1965     MARK NOT FOUND   USGS
 CW0545
 CW0545                          STATION DESCRIPTION
 CW0545
 CW0545'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CW0545'11.6 MI W FROM WEED.
 CW0545'11.6 MI. W. ALONG ROAD TO LEES RANCH 25 FT. N. OF A 3 WIRE FENCE, AND
 CW0545'16 FT. N. OF THE CENTER LINE OF THE ROAD.
 CW0545
 CW0545                          STATION RECOVERY (1965)
 CW0545
 CW0545'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 CW0545'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0469 ***********************************************************************
 EQ0469  DESIGNATION -  K 101
 EQ0469  PID         -  EQ0469
 EQ0469  STATE/COUNTY-  NM/SOCORRO
 EQ0469  USGS QUAD   -  TABLE MOUNTAIN (1995)
 EQ0469
 EQ0469                         *CURRENT SURVEY CONTROL
 EQ0469  ___________________________________________________________________
 EQ0469* NAD 83(1986)-  34 22 33.     (N)    107 33 03.     (W)     SCALED    
 EQ0469* NAVD 88     -      2003.600  (meters)    6573.48   (feet)  POSTED    
 EQ0469  ___________________________________________________________________
 EQ0469  GEOID HEIGHT-         -21.23  (meters)                     GEOID03
 EQ0469  DYNAMIC HT  -        2000.600 (meters)    6563.64  (feet)  COMP
 EQ0469  MODELED GRAV-     979,066.9   (mgal)                       NAVD 88
 EQ0469
 EQ0469  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EQ0469
 EQ0469.The horizontal coordinates were scaled from a topographic map and have
 EQ0469.an estimated accuracy of +/- 6 seconds.
 EQ0469
 EQ0469.The orthometric height was determined by differential leveling
 EQ0469.and adjusted by the National Geodetic Survey in 1992..
 EQ0469.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EQ0469.rate of 0.0 thru 1.0 mm/km.
 EQ0469
 EQ0469.The geoid height was determined by GEOID03.
 EQ0469
 EQ0469.The dynamic height is computed by dividing the NAVD 88
 EQ0469.geopotential number by the normal gravity value computed on the
 EQ0469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0469.degrees latitude (g = 980.6199 gals.).
 EQ0469
 EQ0469.The modeled gravity was interpolated from observed gravity values.
 EQ0469
 EQ0469;                    North         East    Units  Estimated Accuracy
 EQ0469;SPC NM C     -   375,110.      380,360.      MT  (+/- 180 meters Scaled)
 EQ0469
 EQ0469                          SUPERSEDED SURVEY CONTROL
 EQ0469
 EQ0469  NGVD 29 (??/??/92) 2002.740  (m)         6570.66   (f) ADJ UNCH    2 0
 EQ0469
 EQ0469.Superseded values are not recommended for survey control.
 EQ0469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0469.See file dsdata.txt to determine how the superseded data were derived.
 EQ0469
 EQ0469_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBU654067(NAD 83)
 EQ0469_MARKER: DB = BENCH MARK DISK
 EQ0469_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EQ0469_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EQ0469_STAMPING: K 101 1935
 EQ0469_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EQ0469+STABILITY: SURFACE MOTION
 EQ0469
 EQ0469  HISTORY     - Date     Condition        Report By
 EQ0469  HISTORY     - 1935     MONUMENTED       CGS
 EQ0469  HISTORY     - 1964     GOOD             USGS
 EQ0469
 EQ0469                          STATION DESCRIPTION
 EQ0469
 EQ0469'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 EQ0469'30.4 MI NW FROM MAGDALENA.
 EQ0469'ABOUT 30.4 MILES NORTHWEST OF MAGDALENA, NM ALONG GRADED ROAD TO
 EQ0469'MARTIN RANCH TO A TRAIL NORTH 0.1 MI. NW OF A ROAD FORK, THEN NORTH ON
 EQ0469'TRAIL FOR 0.9 MI. TO TRAIL WEST, THENCE WEST ON TRAIL FOR 0.35 MI. TO
 EQ0469'TOP OF HILL AND BM SITE.  BM IS 30 FT. NORTH OF TRAIL, 35 FT. NW OF A
 EQ0469'LARGE JUNIPER TREE AND ABOUT LEVEL WITH TRAIL.  A USC AND GS TABLET
 EQ0469'STAMPED K 101 1935 AND SET IN THE TOP OF A CONC. POST ABOUT FLUSH WITH
 EQ0469'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0405 ***********************************************************************
 EQ0405  DESIGNATION -  K 102
 EQ0405  PID         -  EQ0405
 EQ0405  STATE/COUNTY-  NM/SOCORRO
 EQ0405  USGS QUAD   -  SILVER HILL (1995)
 EQ0405
 EQ0405                         *CURRENT SURVEY CONTROL
 EQ0405  ___________________________________________________________________
 EQ0405* NAD 83(1986)-  34 10 59.     (N)    107 18 31.     (W)     SCALED    
 EQ0405* NAVD 88     -      2035.713  (meters)    6678.84   (feet)  POSTED    
 EQ0405  ___________________________________________________________________
 EQ0405  GEOID HEIGHT-         -21.47  (meters)                     GEOID03
 EQ0405  DYNAMIC HT  -        2032.640 (meters)    6668.75  (feet)  COMP
 EQ0405  MODELED GRAV-     979,051.6   (mgal)                       NAVD 88
 EQ0405
 EQ0405  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EQ0405
 EQ0405.The horizontal coordinates were scaled from a topographic map and have
 EQ0405.an estimated accuracy of +/- 6 seconds.
 EQ0405
 EQ0405.The orthometric height was determined by differential leveling
 EQ0405.and adjusted by the National Geodetic Survey in 1992..
 EQ0405.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EQ0405.rate of 0.0 thru 1.0 mm/km.
 EQ0405
 EQ0405.The geoid height was determined by GEOID03.
 EQ0405
 EQ0405.The dynamic height is computed by dividing the NAVD 88
 EQ0405.geopotential number by the normal gravity value computed on the
 EQ0405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0405.degrees latitude (g = 980.6199 gals.).
 EQ0405
 EQ0405.The modeled gravity was interpolated from observed gravity values.
 EQ0405
 EQ0405;                    North         East    Units  Estimated Accuracy
 EQ0405;SPC NM C     -   353,460.      402,420.      MT  (+/- 180 meters Scaled)
 EQ0405
 EQ0405                          SUPERSEDED SURVEY CONTROL
 EQ0405
 EQ0405  NGVD 29 (??/??/92) 2034.861  (m)         6676.04   (f) ADJ UNCH    2 0
 EQ0405
 EQ0405.Superseded values are not recommended for survey control.
 EQ0405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0405.See file dsdata.txt to determine how the superseded data were derived.
 EQ0405
 EQ0405_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBT872848(NAD 83)
 EQ0405_MARKER: DB = BENCH MARK DISK
 EQ0405_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EQ0405_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EQ0405_STAMPING: K 102 1935
 EQ0405_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EQ0405+STABILITY: SURFACE MOTION
 EQ0405
 EQ0405  HISTORY     - Date     Condition        Report By
 EQ0405  HISTORY     - 1935     MONUMENTED       CGS
 EQ0405  HISTORY     - 1941     GOOD             NGS
 EQ0405  HISTORY     - 1953     GOOD             NGS
 EQ0405
 EQ0405                          STATION DESCRIPTION
 EQ0405
 EQ0405'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 EQ0405'7.3 MI NW FROM MAGDALENA.
 EQ0405'TO REACH BENCH MARK FROM THE POST OFFICE IN MAGDALENA, PROCEED WEST ON
 EQ0405'U. S. HIGHWAY NO. 60, GO 1.7 MILES TO INTERSECTION OF STATE HIGHWAY
 EQ0405'NO. 52.  THENCE, TURN RIGHT (NORTH) ONTO STATE HIGHWAY NO. 52, GO 5.6
 EQ0405'MILES TO SITE OF BENCH MARK.  BENCH MARK IS ON THE INSIDE AND ABOUT
 EQ0405'THE CENTER OF A LONG CURVE IN HIGHWAY.  50.0 FEET WEST OF AND ABOUT
 EQ0405'THE SAME ELEVATION AS THE CENTERLINE OF THE HIGHWAY.  28.0 FEET NORTH
 EQ0405'OF SMALL PINION TREE.  3.0 FEET SOUTH OF A 4 X 4 INCH WOODEN MARKER
 EQ0405'POST.  THE MONUMENT PROJECTS 0.3 FOOT.
 EQ0405
 EQ0405                          STATION RECOVERY (1953)
 EQ0405
 EQ0405'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 EQ0405'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0085 ***********************************************************************
 GN0085  DESIGNATION -  K 103
 GN0085  PID         -  GN0085
 GN0085  STATE/COUNTY-  NM/RIO ARRIBA
 GN0085  USGS QUAD   -  CANON PLAZA (1995)
 GN0085
 GN0085                         *CURRENT SURVEY CONTROL
 GN0085  ___________________________________________________________________
 GN0085* NAD 83(1986)-  36 31 46.     (N)    106 14 08.     (W)     SCALED    
 GN0085* NAVD 88     -      2827.140  (meters)    9275.38   (feet)  ADJUSTED  
 GN0085  ___________________________________________________________________
 GN0085  GEOID HEIGHT-         -17.31  (meters)                     GEOID03
 GN0085  DYNAMIC HT  -        2822.941 (meters)    9261.60  (feet)  COMP
 GN0085  MODELED GRAV-     979,043.6   (mgal)                       NAVD 88
 GN0085
 GN0085  VERT ORDER  -  SECOND    CLASS 0
 GN0085
 GN0085.The horizontal coordinates were scaled from a topographic map and have
 GN0085.an estimated accuracy of +/- 6 seconds.
 GN0085
 GN0085.The orthometric height was determined by differential leveling
 GN0085.and adjusted by the National Geodetic Survey in June 1991..
 GN0085
 GN0085.The geoid height was determined by GEOID03.
 GN0085
 GN0085.The dynamic height is computed by dividing the NAVD 88
 GN0085.geopotential number by the normal gravity value computed on the
 GN0085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GN0085.degrees latitude (g = 980.6199 gals.).
 GN0085
 GN0085.The modeled gravity was interpolated from observed gravity values.
 GN0085
 GN0085;                    North         East    Units  Estimated Accuracy
 GN0085;SPC NM C     -   613,260.      501,290.      MT  (+/- 180 meters Scaled)
 GN0085
 GN0085                          SUPERSEDED SURVEY CONTROL
 GN0085
 GN0085  NGVD 29 (??/??/92) 2825.611  (m)         9270.36   (f) ADJ UNCH    2 0
 GN0085
 GN0085.Superseded values are not recommended for survey control.
 GN0085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0085.See file dsdata.txt to determine how the superseded data were derived.
 GN0085
 GN0085_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCA893433(NAD 83)
 GN0085_MARKER: DB = BENCH MARK DISK
 GN0085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GN0085_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GN0085_STAMPING: K 103 1935
 GN0085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GN0085+STABILITY: SURFACE MOTION
 GN0085
 GN0085  HISTORY     - Date     Condition        Report By
 GN0085  HISTORY     - 1935     MONUMENTED       CGS
 GN0085  HISTORY     - 1941     GOOD             NGS
 GN0085
 GN0085                          STATION DESCRIPTION
 GN0085
 GN0085'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 GN0085'9.7 MI W FROM VALLECITOS.
 GN0085'TO REACH FROM THE POST OFFICE, PROCEED WESTERLY ALONG GRAVELED
 GN0085'MOUNTAIN ROAD TOWARDS CANJILON, GO 9.7 MILES.  BENCH MARK IS ON THE
 GN0085'INSIDE, NEAR THE UPHILL END OF AN S-CURVE.  IT IS 23 FEET WESTERLY
 GN0085'FROM AND ABOUT 3.0 FEET ABOVE CENTER LINE OF THE ROAD.  IT IS ABOUT
 GN0085'2.5 FEET EASTERLY FROM AN 8-INCH ASPEN TREE WHICH IS CURVED OUT OVER
 GN0085'THE ROAD.  IT IS 2.0 FEET SOUTHERLY FROM A 4 X 4-INCH WOODEN POST.
 GN0085'STD. DISK IN CONCRETE POST WHICH IS ABOUT FLUSH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0106 ***********************************************************************
 GM0106  DESIGNATION -  K 103
 GM0106  PID         -  GM0106
 GM0106  STATE/COUNTY-  NM/UNION
 GM0106  USGS QUAD   -  FARLEY (1974)
 GM0106
 GM0106                         *CURRENT SURVEY CONTROL
 GM0106  ___________________________________________________________________
 GM0106* NAD 83(1992)-  36 18 19.90923(N)    104 00 30.67219(W)     ADJUSTED  
 GM0106* NAVD 88     -      1809.502  (meters)    5936.67   (feet)  ADJUSTED  
 GM0106  ___________________________________________________________________
 GM0106  LAPLACE CORR-          -3.74  (seconds)                    DEFLEC99
 GM0106  GEOID HEIGHT-         -19.15  (meters)                     GEOID03
 GM0106  DYNAMIC HT  -        1807.268 (meters)    5929.35  (feet)  COMP
 GM0106  MODELED GRAV-     979,333.0   (mgal)                       NAVD 88
 GM0106
 GM0106  HORZ ORDER  -  THIRD
 GM0106  VERT ORDER  -  SECOND    CLASS 0
 GM0106
 GM0106.The horizontal coordinates were established by classical geodetic methods
 GM0106.and adjusted by the National Geodetic Survey in December 1993..
 GM0106.No horizontal observational check was made to the station.
 GM0106
 GM0106.The orthometric height was determined by differential leveling
 GM0106.and adjusted by the National Geodetic Survey in June 1991..
 GM0106
 GM0106.The Laplace correction was computed from DEFLEC99 derived deflections.
 GM0106
 GM0106.The geoid height was determined by GEOID03.
 GM0106
 GM0106.The dynamic height is computed by dividing the NAVD 88
 GM0106.geopotential number by the normal gravity value computed on the
 GM0106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GM0106.degrees latitude (g = 980.6199 gals.).
 GM0106
 GM0106.The modeled gravity was interpolated from observed gravity values.
 GM0106
 GM0106;                    North         East     Units Scale Factor Converg.
 GM0106;SPC NM E     -   588,466.014   194,170.376   MT  0.99991957   +0 11 32.4
 GM0106;SPC NM E     - 1,930,658.91    637,040.64   sFT  0.99991957   +0 11 32.4
 GM0106;UTM  13      - 4,018,293.146   589,015.113   MT  0.99969763   +0 35 13.5
 GM0106
 GM0106!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GM0106!SPC NM E     -   0.99971909  x   0.99991957  =   0.99963869
 GM0106!UTM  13      -   0.99971909  x   0.99969763  =   0.99941681
 GM0106
 GM0106                          SUPERSEDED SURVEY CONTROL
 GM0106
 GM0106  NAD 83(1986)-  36 18 19.91775(N)    104 00 30.66962(W) AD(       ) 3
 GM0106  NAD 27      -  36 18 19.81110(N)    104 00 28.77050(W) AD(       ) 3
 GM0106  NGVD 29 (??/??/92) 1808.711  (m)         5934.08   (f) ADJ UNCH    2 0
 GM0106
 GM0106.Superseded values are not recommended for survey control.
 GM0106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0106.See file dsdata.txt to determine how the superseded data were derived.
 GM0106
 GM0106_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEA8901518293(NAD 83)
 GM0106_MARKER: DB = BENCH MARK DISK
 GM0106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GM0106_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GM0106_STAMPING: K 103 1934
 GM0106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GM0106+STABILITY: SURFACE MOTION
 GM0106_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GM0106+SATELLITE: SATELLITE OBSERVATIONS - August 04, 2004
 GM0106
 GM0106  HISTORY     - Date     Condition        Report By
 GM0106  HISTORY     - 1960     MONUMENTED       CGS
 GM0106  HISTORY     - 1955     GOOD             NGS
 GM0106  HISTORY     - 20040804 GOOD             NMHD
 GM0106
 GM0106                          STATION DESCRIPTION
 GM0106
 GM0106'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (HWK)
 GM0106'THE STATION IS ABOUT 3-1/2 MILES SOUTHEAST OF FARLEY, 2
 GM0106'MILES WEST OF GLADSTONE, 25 YARDS EAST OF THE COUNTY LINE ROAD
 GM0106'BETWEEN COLFAX-UNION COUNTIES, 53 FEET NORTH OF THE CENTER
 GM0106'LINE OF U.S. HIGHWAY 56, 42 FEET EAST OF THE CENTER OF A
 GM0106'TRACK ROAD, 11 FEET NORTH OF THE RIGHT-OF-WAY FENCE AND 2
 GM0106'FEET EAST OF A 4 IN BY 4 IN WHITE WITNESS POST.
 GM0106'
 GM0106'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION GLAD
 GM0106'DISTANCE BEING 10.082 METERS (33.08 FEET) SOUTHWEST OF STATION
 GM0106'GLAD.  THE MARK IS A STANDARD U.S. COAST AND GEODETIC SURVEY
 GM0106'BENCH MARK DISK STAMPED K 103 1934, SET IN A ROUND CONCRETE
 GM0106'POST WHICH PROJECTS 6 INCHES.
 GM0106
 GM0106                          STATION RECOVERY (1955)
 GM0106
 GM0106'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 GM0106'1.9 MI W FROM GLADSTONE.
 GM0106'1.9 MILES WEST ALONG STATE HIGHWAY 58 FROM THE NEW POST OFFICE AT
 GM0106'GLADSTONE, AT THE COLFAX AND UNION COUNTY LINE, 0.25 MILE SOUTHEAST OF
 GM0106'A FARMHOUSE, 53 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 84 FEET
 GM0106'NORTHEAST OF A COUNTY LINE SIGN, 42 FEET EAST OF THE CENTER LINE OF A
 GM0106'DIRT ROAD, 10.6 FEET NORTH OF A FENCE, 2 FEET EAST OF A WITNESS POST,
 GM0106'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE
 GM0106'GROUND.
 GM0106
 GM0106                          STATION RECOVERY (2004)
 GM0106
 GM0106'RECOVERY NOTE BY NM HIGHWAY DEPT 2004 (WAB)
 GM0106'DESCRIPTION ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0118 ***********************************************************************
 GN0118  DESIGNATION -  K 104
 GN0118  PID         -  GN0118
 GN0118  STATE/COUNTY-  NM/RIO ARRIBA
 GN0118  USGS QUAD   -  MEDANALES (1995)
 GN0118
 GN0118                         *CURRENT SURVEY CONTROL
 GN0118  ___________________________________________________________________
 GN0118* NAD 83(1986)-  36 13 46.     (N)    106 13 45.     (W)     SCALED    
 GN0118* NAVD 88     -      1835.134  (meters)    6020.77   (feet)  ADJUSTED  
 GN0118  ___________________________________________________________________
 GN0118  GEOID HEIGHT-         -18.79  (meters)                     GEOID03
 GN0118  DYNAMIC HT  -        1832.681 (meters)    6012.72  (feet)  COMP
 GN0118  MODELED GRAV-     979,231.2   (mgal)                       NAVD 88
 GN0118
 GN0118  VERT ORDER  -  SECOND    CLASS 0
 GN0118
 GN0118.The horizontal coordinates were scaled from a topographic map and have
 GN0118.an estimated accuracy of +/- 6 seconds.
 GN0118
 GN0118.The orthometric height was determined by differential leveling
 GN0118.and adjusted by the National Geodetic Survey in June 1991..
 GN0118
 GN0118.The geoid height was determined by GEOID03.
 GN0118
 GN0118.The dynamic height is computed by dividing the NAVD 88
 GN0118.geopotential number by the normal gravity value computed on the
 GN0118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GN0118.degrees latitude (g = 980.6199 gals.).
 GN0118
 GN0118.The modeled gravity was interpolated from observed gravity values.
 GN0118
 GN0118;                    North         East    Units  Estimated Accuracy
 GN0118;SPC NM C     -   579,970.      501,870.      MT  (+/- 180 meters Scaled)
 GN0118
 GN0118                          SUPERSEDED SURVEY CONTROL
 GN0118
 GN0118  NGVD 29 (??/??/92) 1834.067  (m)         6017.27   (f) ADJ UNCH    2 0
 GN0118
 GN0118.Superseded values are not recommended for survey control.
 GN0118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0118.See file dsdata.txt to determine how the superseded data were derived.
 GN0118
 GN0118_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCA895100(NAD 83)
 GN0118_MARKER: DB = BENCH MARK DISK
 GN0118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GN0118_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GN0118_STAMPING: K 104 1935
 GN0118_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GN0118+STABILITY: SURFACE MOTION
 GN0118
 GN0118  HISTORY     - Date     Condition        Report By
 GN0118  HISTORY     - 1935     MONUMENTED       CGS
 GN0118  HISTORY     - 1940     GOOD             NGS
 GN0118  HISTORY     - 1951     MARK NOT FOUND   DOD
 GN0118
 GN0118                          STATION DESCRIPTION
 GN0118
 GN0118'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 GN0118'5.7 MI NE FROM ABIQUIU.
 GN0118'5.7 MILES NORTHEAST OF THE POST OFFICE TO REACH FROM THE POST OFFICE
 GN0118'IN ABIQUIU, PROCEED EAST ON U. S. HIGHWAY NO. 285, GO 3.8 MILES. TURN
 GN0118'LEFT (NORTH) ONTO STATE HIGHWAY NO. 96, GO 1.9 MILES.  BENCH MARK IS
 GN0118'0.1 MILE NORTH OF A CREEK.  39 FEET WEST OF THE CENTER LINE OF THE
 GN0118'HIGHWAY.  2.0 FEET NORTH OF A 4 X 4 INCH WOODEN POST PAINTED WHITE
 GN0118'PROJECTING 2.0 FEET.  MONUMENT IS FLUSH.
 GN0118
 GN0118                          STATION RECOVERY (1951)
 GN0118
 GN0118'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1951
 GN0118'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0029 ***********************************************************************
 FN0029  DESIGNATION -  K 104 RESET
 FN0029  PID         -  FN0029
 FN0029  STATE/COUNTY-  NM/MORA
 FN0029  USGS QUAD   -  CANON LAS CUEVAS (1971)
 FN0029
 FN0029                         *CURRENT SURVEY CONTROL
 FN0029  ___________________________________________________________________
 FN0029* NAD 83(1986)-  35 58 21.     (N)    104 27 13.     (W)     SCALED    
 FN0029* NAVD 88     -      1870.81   (meters)    6137.8    (feet)  RESET     
 FN0029  ___________________________________________________________________
 FN0029  GEOID HEIGHT-         -19.40  (meters)                     GEOID03
 FN0029
 FN0029  VERT ORDER  -  THIRD
 FN0029
 FN0029.The horizontal coordinates were scaled from a topographic map and have
 FN0029.an estimated accuracy of +/- 6 seconds.
 FN0029
 FN0029.The orthometric height was computed from unverified reset data.
 FN0029.No vertical observational check was made to the station.
 FN0029
 FN0029.The geoid height was determined by GEOID03.
 FN0029
 FN0029;                    North         East    Units  Estimated Accuracy
 FN0029;SPC NM E     -   551,470.      154,150.      MT  (+/- 180 meters Scaled)
 FN0029
 FN0029                          SUPERSEDED SURVEY CONTROL
 FN0029
 FN0029  NGVD 29 (06/15/00) 1870.00   (m)         6135.2    (f) RESET       3  
 FN0029
 FN0029.Superseded values are not recommended for survey control.
 FN0029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0029.See file dsdata.txt to determine how the superseded data were derived.
 FN0029
 FN0029_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEV492810(NAD 83)
 FN0029_MARKER: DB = BENCH MARK DISK
 FN0029_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FN0029_SP_SET: CONCRETE
 FN0029_STAMPING: K 104 RESET 1968
 FN0029_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FN0029
 FN0029  HISTORY     - Date     Condition        Report By
 FN0029  HISTORY     - 1968     MONUMENTED       CGS
 FN0029  HISTORY     - 1971     GOOD             USGS
 FN0029
 FN0029                          STATION DESCRIPTION
 FN0029
 FN0029'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 FN0029'15.9 MI. SE FROM WAGON MOUND.
 FN0029'WAGON MOUND HIGH SCHOOL, 15.9 MI. SE ALONG ST. HWY. 120, 75.9 FT. NE
 FN0029'OF HWY., 24 FT. ALONG ROW FENCE FROM Y-FENCE CORNER TO NW, 1.9 FT. NE
 FN0029'OF ROW FENCE AND A STEEL T-BEAM HWY.  ROW MARKER PAINTED YELLOW.  A
 FN0029'STANDARD DISK STAMPED K-104 RESET 1968 SET IN CONCRETE AT GROUND
 FN0029'SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0065 ***********************************************************************
 GM0065  DESIGNATION -  K 105
 GM0065  PID         -  GM0065
 GM0065  STATE/COUNTY-  NM/HARDING
 GM0065  USGS QUAD   -  KANSAS VALLEY (1974)
 GM0065
 GM0065                         *CURRENT SURVEY CONTROL
 GM0065  ___________________________________________________________________
 GM0065* NAD 83(1986)-  36 01 44.     (N)    104 06 27.     (W)     SCALED    
 GM0065* NAVD 88     -      1759.982  (meters)    5774.21   (feet)  ADJUSTED  
 GM0065  ___________________________________________________________________
 GM0065  GEOID HEIGHT-         -19.59  (meters)                     GEOID03
 GM0065  DYNAMIC HT  -        1757.778 (meters)    5766.98  (feet)  COMP
 GM0065  MODELED GRAV-     979,317.1   (mgal)                       NAVD 88
 GM0065
 GM0065  VERT ORDER  -  SECOND    CLASS 0
 GM0065
 GM0065.The horizontal coordinates were scaled from a topographic map and have
 GM0065.an estimated accuracy of +/- 6 seconds.
 GM0065
 GM0065.The orthometric height was determined by differential leveling
 GM0065.and adjusted by the National Geodetic Survey in June 1991..
 GM0065
 GM0065.The geoid height was determined by GEOID03.
 GM0065
 GM0065.The dynamic height is computed by dividing the NAVD 88
 GM0065.geopotential number by the normal gravity value computed on the
 GM0065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GM0065.degrees latitude (g = 980.6199 gals.).
 GM0065
 GM0065.The modeled gravity was interpolated from observed gravity values.
 GM0065
 GM0065;                    North         East    Units  Estimated Accuracy
 GM0065;SPC NM E     -   557,750.      185,350.      MT  (+/- 180 meters Scaled)
 GM0065
 GM0065                          SUPERSEDED SURVEY CONTROL
 GM0065
 GM0065  NGVD 29 (??/??/92) 1759.196  (m)         5771.63   (f) ADJ UNCH    2 0
 GM0065
 GM0065.Superseded values are not recommended for survey control.
 GM0065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0065.See file dsdata.txt to determine how the superseded data were derived.
 GM0065
 GM0065_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEV804875(NAD 83)
 GM0065_MARKER: DB = BENCH MARK DISK
 GM0065_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GM0065_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GM0065_STAMPING: K 105 1934
 GM0065_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GM0065+STABILITY: SURFACE MOTION
 GM0065
 GM0065  HISTORY     - Date     Condition        Report By
 GM0065  HISTORY     - 1934     MONUMENTED       CGS
 GM0065  HISTORY     - 1974     MARK NOT FOUND   USGS
 GM0065
 GM0065                          STATION DESCRIPTION
 GM0065
 GM0065'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GM0065'9.6 MI NE FROM ROY.
 GM0065'9.6 MILES NORTHEAST ALONG STATE HIGHWAY 120 FROM THE HIGH SCHOOL AT
 GM0065'ROY, HARDING COUNTY, 122 FEET SOUTH OF AN OLD ABANDONED FARMHOUSE, 38
 GM0065'FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, AND 2 FEET NORTH OF THE
 GM0065'EAST-AND-WEST FENCE.  A STANDARD DISK, STAMPED K 105 1934 AND SET IN
 GM0065'THE TOP OF A CONCRETE POST.
 GM0065
 GM0065                          STATION RECOVERY (1974)
 GM0065
 GM0065'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 GM0065'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0148 ***********************************************************************
 GN0148  DESIGNATION -  K 105
 GN0148  PID         -  GN0148
 GN0148  STATE/COUNTY-  NM/RIO ARRIBA
 GN0148  USGS QUAD   -  VALLE GRANDE PEAK (1995)
 GN0148
 GN0148                         *CURRENT SURVEY CONTROL
 GN0148  ___________________________________________________________________
 GN0148* NAD 83(1986)-  36 28 53.     (N)    106 08 40.     (W)     SCALED    
 GN0148* NAVD 88     -      2386.429  (meters)    7829.48   (feet)  ADJUSTED  
 GN0148  ___________________________________________________________________
 GN0148  GEOID HEIGHT-         -17.54  (meters)                     GEOID03
 GN0148  DYNAMIC HT  -        2383.120 (meters)    7818.62  (feet)  COMP
 GN0148  MODELED GRAV-     979,159.1   (mgal)                       NAVD 88
 GN0148
 GN0148  VERT ORDER  -  SECOND    CLASS 0
 GN0148
 GN0148.The horizontal coordinates were scaled from a topographic map and have
 GN0148.an estimated accuracy of +/- 6 seconds.
 GN0148
 GN0148.The orthometric height was determined by differential leveling
 GN0148.and adjusted by the National Geodetic Survey in June 1991..
 GN0148
 GN0148.The geoid height was determined by GEOID03.
 GN0148
 GN0148.The dynamic height is computed by dividing the NAVD 88
 GN0148.geopotential number by the normal gravity value computed on the
 GN0148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GN0148.degrees latitude (g = 980.6199 gals.).
 GN0148
 GN0148.The modeled gravity was interpolated from observed gravity values.
 GN0148
 GN0148;                    North         East    Units  Estimated Accuracy
 GN0148;SPC NM C     -   607,930.      509,460.      MT  (+/- 180 meters Scaled)
 GN0148
 GN0148                          SUPERSEDED SURVEY CONTROL
 GN0148
 GN0148  NGVD 29 (??/??/92) 2385.210  (m)         7825.48   (f) ADJ UNCH    2 0
 GN0148
 GN0148.Superseded values are not recommended for survey control.
 GN0148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0148.See file dsdata.txt to determine how the superseded data were derived.
 GN0148
 GN0148_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCA974379(NAD 83)
 GN0148_MARKER: DD = SURVEY DISK
 GN0148_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GN0148_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GN0148_STAMPING: K 105 1935
 GN0148_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GN0148+STABILITY: SURFACE MOTION
 GN0148
 GN0148  HISTORY     - Date     Condition        Report By
 GN0148  HISTORY     - 1935     MONUMENTED       USFS
 GN0148  HISTORY     - 1940     GOOD             NGS
 GN0148
 GN0148                          STATION DESCRIPTION
 GN0148
 GN0148'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 GN0148'2.4 MI SW FROM VALLECITOS.
 GN0148'2.4 MILES SOUTHWEST OF THE POST OFFICE TO REACH FROM THE POST OFFICE
 GN0148'IN VALLECITOS, PROCEED WEST ALONG STATE HIGHWAY NO. 96, GO 0.9 MILE.
 GN0148'AT JUNCTION OF STATE HIGHWAY NO. 96 AND ROAD TO CANJILON, TURN LEFT
 GN0148'(SOUTHWEST) AND CONTINUE ON STATE HIGHWAY NO. 96 TOWARDS EL RITO, GO
 GN0148'1.5 MILES.  BENCH MARK IS AT THE TOP OF A STEEP GRADE.  AT THE
 GN0148'JUNCTION OF THE HIGHWAY AND ROAD LEADING WEST TO VALLE CABALLOS.  44
 GN0148'FEET NORTHEAST OF THE JUNCTION.  29 FEET NORTH OF THE CENTER LINE OF
 GN0148'THE HIGHWAY.  12 FEET WEST OF A LARGE PINE TREE.  MONUMENT PROJECTS
 GN0148'0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0693 ***********************************************************************
 GL0693  DESIGNATION -  K 106
 GL0693  PID         -  GL0693
 GL0693  STATE/COUNTY-  NM/UNION
 GL0693  USGS QUAD   -  CLAYTON SW (1970)
 GL0693
 GL0693                         *CURRENT SURVEY CONTROL
 GL0693  ___________________________________________________________________
 GL0693* NAD 83(1986)-  36 19 06.     (N)    103 11 04.     (W)     SCALED    
 GL0693* NAVD 88     -      1478.819  (meters)    4851.76   (feet)  ADJUSTED  
 GL0693  ___________________________________________________________________
 GL0693  GEOID HEIGHT-         -22.28  (meters)                     GEOID03
 GL0693  DYNAMIC HT  -        1477.056 (meters)    4845.97  (feet)  COMP
 GL0693  MODELED GRAV-     979,388.6   (mgal)                       NAVD 88
 GL0693
 GL0693  VERT ORDER  -  SECOND    CLASS 0
 GL0693
 GL0693.The horizontal coordinates were scaled from a topographic map and have
 GL0693.an estimated accuracy of +/- 6 seconds.
 GL0693
 GL0693.The orthometric height was determined by differential leveling
 GL0693.and adjusted by the National Geodetic Survey in June 1991..
 GL0693
 GL0693.The geoid height was determined by GEOID03.
 GL0693
 GL0693.The dynamic height is computed by dividing the NAVD 88
 GL0693.geopotential number by the normal gravity value computed on the
 GL0693.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0693.degrees latitude (g = 980.6199 gals.).
 GL0693
 GL0693.The modeled gravity was interpolated from observed gravity values.
 GL0693
 GL0693;                    North         East    Units  Estimated Accuracy
 GL0693;SPC NM E     -   590,450.      268,160.      MT  (+/- 180 meters Scaled)
 GL0693
 GL0693                          SUPERSEDED SURVEY CONTROL
 GL0693
 GL0693  NGVD 29 (??/??/92) 1478.100  (m)         4849.40   (f) ADJ UNCH    2 0
 GL0693
 GL0693.Superseded values are not recommended for survey control.
 GL0693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0693.See file dsdata.txt to determine how the superseded data were derived.
 GL0693
 GL0693_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA629207(NAD 83)
 GL0693_MARKER: DB = BENCH MARK DISK
 GL0693_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0693_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0693_STAMPING: K 106 1934
 GL0693_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0693+STABILITY: SURFACE MOTION
 GL0693
 GL0693  HISTORY     - Date     Condition        Report By
 GL0693  HISTORY     - 1934     MONUMENTED       CGS
 GL0693  HISTORY     - 1955     GOOD             NGS
 GL0693
 GL0693                          STATION DESCRIPTION
 GL0693
 GL0693'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GL0693'9.6 MI S FROM CLAYTON.
 GL0693'9.6 MILES SOUTH ALONG STATE HIGHWAY 18 FROM THE COURTHOUSE AT CLAYTON,
 GL0693'51 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 34 FEET NORTH OF THE
 GL0693'EXTENDED CENTER LINE OF A ROAD LEADING WEST, 22 FEET WEST OF A FENCE,
 GL0693'1.7 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 GL0693'WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0483 ***********************************************************************
 FM0483  DESIGNATION -  K 107
 FM0483  PID         -  FM0483
 FM0483  STATE/COUNTY-  NM/QUAY
 FM0483  USGS QUAD   -  DOYLE HILL (1971)
 FM0483
 FM0483                         *CURRENT SURVEY CONTROL
 FM0483  ___________________________________________________________________
 FM0483* NAD 83(1986)-  35 41 06.     (N)    103 07 31.     (W)     SCALED    
 FM0483* NAVD 88     -      1310.028  (meters)    4297.98   (feet)  ADJUSTED  
 FM0483  ___________________________________________________________________
 FM0483  GEOID HEIGHT-         -23.00  (meters)                     GEOID03
 FM0483  DYNAMIC HT  -        1308.478 (meters)    4292.90  (feet)  COMP
 FM0483  MODELED GRAV-     979,404.2   (mgal)                       NAVD 88
 FM0483
 FM0483  VERT ORDER  -  SECOND    CLASS 0
 FM0483
 FM0483.The horizontal coordinates were scaled from a topographic map and have
 FM0483.an estimated accuracy of +/- 6 seconds.
 FM0483
 FM0483.The orthometric height was determined by differential leveling
 FM0483.and adjusted by the National Geodetic Survey in June 1991..
 FM0483
 FM0483.The geoid height was determined by GEOID03.
 FM0483
 FM0483.The dynamic height is computed by dividing the NAVD 88
 FM0483.geopotential number by the normal gravity value computed on the
 FM0483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0483.degrees latitude (g = 980.6199 gals.).
 FM0483
 FM0483.The modeled gravity was interpolated from observed gravity values.
 FM0483
 FM0483;                    North         East    Units  Estimated Accuracy
 FM0483;SPC NM E     -   520,240.      274,350.      MT  (+/- 180 meters Scaled)
 FM0483
 FM0483                          SUPERSEDED SURVEY CONTROL
 FM0483
 FM0483  NGVD 29 (??/??/92) 1309.442  (m)         4296.06   (f) ADJ UNCH    2 0
 FM0483
 FM0483.Superseded values are not recommended for survey control.
 FM0483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0483.See file dsdata.txt to determine how the superseded data were derived.
 FM0483
 FM0483_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFV696506(NAD 83)
 FM0483_MARKER: DB = BENCH MARK DISK
 FM0483_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0483_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0483_STAMPING: K 107 1934
 FM0483_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0483+STABILITY: SURFACE MOTION
 FM0483
 FM0483  HISTORY     - Date     Condition        Report By
 FM0483  HISTORY     - 1934     MONUMENTED       CGS
 FM0483  HISTORY     - 1971     MARK NOT FOUND   USGS
 FM0483
 FM0483                          STATION DESCRIPTION
 FM0483
 FM0483'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FM0483'5.9 MI N FROM NARA VISA.
 FM0483'5.9 MILES NORTH OF ROCK ISLAND WATER TOWER AT NARA VISA 0.1 MILE WEST
 FM0483'OF P.E. TREE FARM HOUSE.  26 FEET NORTH OF TELEPHONE POLE.  2 FEET
 FM0483'WEST OF FENCE LINE.  54 FEET EAST OF CENTERLINE OF STATE HIGHWAY 18.
 FM0483
 FM0483                          STATION RECOVERY (1971)
 FM0483
 FM0483'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 FM0483'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0747 ***********************************************************************
 FM0747  DESIGNATION -  K 108
 FM0747  PID         -  FM0747
 FM0747  STATE/COUNTY-  NM/HARDING
 FM0747  USGS QUAD   -  CIRCLE BAR RANCH (1973)
 FM0747
 FM0747                         *CURRENT SURVEY CONTROL
 FM0747  ___________________________________________________________________
 FM0747* NAD 83(1986)-  35 49 49.     (N)    103 43 14.     (W)     SCALED    
 FM0747* NAVD 88     -      1357.635  (meters)    4454.17   (feet)  ADJUSTED  
 FM0747  ___________________________________________________________________
 FM0747  GEOID HEIGHT-         -21.21  (meters)                     GEOID03
 FM0747  DYNAMIC HT  -        1356.013 (meters)    4448.85  (feet)  COMP
 FM0747  MODELED GRAV-     979,391.3   (mgal)                       NAVD 88
 FM0747
 FM0747  VERT ORDER  -  SECOND    CLASS 0
 FM0747
 FM0747.The horizontal coordinates were scaled from a topographic map and have
 FM0747.an estimated accuracy of +/- 6 seconds.
 FM0747
 FM0747.The orthometric height was determined by differential leveling
 FM0747.and adjusted by the National Geodetic Survey in June 1991..
 FM0747
 FM0747.The geoid height was determined by GEOID03.
 FM0747
 FM0747.The dynamic height is computed by dividing the NAVD 88
 FM0747.geopotential number by the normal gravity value computed on the
 FM0747.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0747.degrees latitude (g = 980.6199 gals.).
 FM0747
 FM0747.The modeled gravity was interpolated from observed gravity values.
 FM0747
 FM0747;                    North         East    Units  Estimated Accuracy
 FM0747;SPC NM E     -   535,860.      220,360.      MT  (+/- 180 meters Scaled)
 FM0747
 FM0747                          SUPERSEDED SURVEY CONTROL
 FM0747
 FM0747  NGVD 29 (??/??/92) 1356.995  (m)         4452.07   (f) ADJ UNCH    2 0
 FM0747
 FM0747.Superseded values are not recommended for survey control.
 FM0747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0747.See file dsdata.txt to determine how the superseded data were derived.
 FM0747
 FM0747_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFV155658(NAD 83)
 FM0747_MARKER: DB = BENCH MARK DISK
 FM0747_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0747_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0747_STAMPING: K-108 1934
 FM0747_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0747+STABILITY: SURFACE MOTION
 FM0747
 FM0747  HISTORY     - Date     Condition        Report By
 FM0747  HISTORY     - 1934     MONUMENTED       CGS
 FM0747
 FM0747                          STATION DESCRIPTION
 FM0747
 FM0747'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FM0747'16.0 MI W FROM ROSEBUD.
 FM0747'16.0 MILES WEST OF SCHOOL BUILDING AT ROSEBUD 44 FEET NORTHWEST OF
 FM0747'EDGE OF OLD HIGHWAY.  58 FEET NORTHWEST OF CENTERLINE OF STATE HIGHWAY
 FM0747'65.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0010 ***********************************************************************
 EP0010  DESIGNATION -  K 109
 EP0010  PID         -  EP0010
 EP0010  STATE/COUNTY-  NM/DE BACA
 EP0010  USGS QUAD   -  WINDMILL DRAW (1982)
 EP0010
 EP0010                         *CURRENT SURVEY CONTROL
 EP0010  ___________________________________________________________________
 EP0010* NAD 83(1986)-  34 34 36.     (N)    104 17 02.     (W)     SCALED    
 EP0010* NAVD 88     -      1304.587  (meters)    4280.13   (feet)  ADJUSTED  
 EP0010  ___________________________________________________________________
 EP0010  GEOID HEIGHT-         -23.49  (meters)                     GEOID03
 EP0010  DYNAMIC HT  -        1302.855 (meters)    4274.45  (feet)  COMP
 EP0010  MODELED GRAV-     979,262.2   (mgal)                       NAVD 88
 EP0010
 EP0010  VERT ORDER  -  SECOND    CLASS 0
 EP0010
 EP0010.The horizontal coordinates were scaled from a topographic map and have
 EP0010.an estimated accuracy of +/- 6 seconds.
 EP0010
 EP0010.The orthometric height was determined by differential leveling
 EP0010.and adjusted by the National Geodetic Survey in June 1991..
 EP0010
 EP0010.The geoid height was determined by GEOID03.
 EP0010
 EP0010.The dynamic height is computed by dividing the NAVD 88
 EP0010.geopotential number by the normal gravity value computed on the
 EP0010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EP0010.degrees latitude (g = 980.6199 gals.).
 EP0010
 EP0010.The modeled gravity was interpolated from observed gravity values.
 EP0010
 EP0010;                    North         East    Units  Estimated Accuracy
 EP0010;SPC NM E     -   396,620.      169,540.      MT  (+/- 180 meters Scaled)
 EP0010
 EP0010                          SUPERSEDED SURVEY CONTROL
 EP0010
 EP0010  NGVD 29 (??/??/92) 1303.956  (m)         4278.06   (f) ADJ UNCH    2 0
 EP0010
 EP0010.Superseded values are not recommended for survey control.
 EP0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EP0010.See file dsdata.txt to determine how the superseded data were derived.
 EP0010
 EP0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEU656263(NAD 83)
 EP0010_MARKER: DB = BENCH MARK DISK
 EP0010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EP0010_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EP0010_STAMPING: K-109 1934
 EP0010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EP0010+STABILITY: SURFACE MOTION
 EP0010
 EP0010  HISTORY     - Date     Condition        Report By
 EP0010  HISTORY     - 1934     MONUMENTED       CGS
 EP0010  HISTORY     - 1943     GOOD             NGS
 EP0010
 EP0010                          STATION DESCRIPTION
 EP0010
 EP0010'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EP0010'7.6 MI NW FROM FORT SUMNER.
 EP0010'7.6 MILES NORTHWEST OF A T AND S F RR DEPOT AT FORT SUMNER 29 FEET
 EP0010'SOUTH OF TELEPHONE POLE NO. 3505.  2 FEET EAST OF FENCE LINE.  36 FEET
 EP0010'WEST OF CENTERLINE OF STATE HIGHWAY 20.  NOTE-- LOCATED ON ABANDONED
 EP0010'HWY NO. 84.
 EP0010
 EP0010                          STATION RECOVERY (1943)
 EP0010
 EP0010'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1943
 EP0010'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0165 ***********************************************************************
 CW0165  DESIGNATION -  K 11
 CW0165  PID         -  CW0165
 CW0165  STATE/COUNTY-  NM/EDDY
 CW0165  USGS QUAD   -  MALAGA (1985)
 CW0165
 CW0165                         *CURRENT SURVEY CONTROL
 CW0165  ___________________________________________________________________
 CW0165* NAD 83(1986)-  32 14 56.     (N)    104 04 36.     (W)     SCALED    
 CW0165* NAVD 88     -       922.161  (meters)    3025.46   (feet)  ADJUSTED  
 CW0165  ___________________________________________________________________
 CW0165  GEOID HEIGHT-         -25.05  (meters)                     GEOID03
 CW0165  DYNAMIC HT  -         920.826 (meters)    3021.08  (feet)  COMP
 CW0165  MODELED GRAV-     979,161.1   (mgal)                       NAVD 88
 CW0165
 CW0165  VERT ORDER  -  FIRST     CLASS II
 CW0165
 CW0165.The horizontal coordinates were scaled from a topographic map and have
 CW0165.an estimated accuracy of +/- 6 seconds.
 CW0165
 CW0165.The orthometric height was determined by differential leveling
 CW0165.and adjusted by the National Geodetic Survey in June 1991..
 CW0165
 CW0165.The geoid height was determined by GEOID03.
 CW0165
 CW0165.The dynamic height is computed by dividing the NAVD 88
 CW0165.geopotential number by the normal gravity value computed on the
 CW0165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0165.degrees latitude (g = 980.6199 gals.).
 CW0165
 CW0165.The modeled gravity was interpolated from observed gravity values.
 CW0165
 CW0165;                    North         East    Units  Estimated Accuracy
 CW0165;SPC NM E     -   138,490.      189,190.      MT  (+/- 180 meters Scaled)
 CW0165
 CW0165                          SUPERSEDED SURVEY CONTROL
 CW0165
 CW0165  NGVD 29 (??/??/92)  921.680  (m)         3023.88   (f) ADJ UNCH    1 2
 CW0165
 CW0165.Superseded values are not recommended for survey control.
 CW0165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0165.See file dsdata.txt to determine how the superseded data were derived.
 CW0165
 CW0165_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SER869683(NAD 83)
 CW0165_MARKER: X = CHISELED CROSS
 CW0165_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CW0165_SP_SET: SECTION RAIL
 CW0165_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CW0165
 CW0165  HISTORY     - Date     Condition        Report By
 CW0165  HISTORY     - UNK      MONUMENTED       CGS
 CW0165  HISTORY     - 1957     GOOD             NGS
 CW0165
 CW0165                          STATION DESCRIPTION
 CW0165
 CW0165'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 CW0165'1.75 MI NW FROM MALAGA.
 CW0165'ABOUT 1.75 MILES NORTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 CW0165'RAILWAY FROM THE STATION AT MALAGA, 26 FEET NORTHEAST OF MILEPOST 198,
 CW0165'6 1/2 FEET WEST OF THE WEST RAIL, ABOUT 1 FOOT ABOVE THE LEVEL OF THE
 CW0165'TRACK, AND ON THE TOP OF A VERTICAL SECTION OF RAIL WHICH IS THE OLD
 CW0165'MILEPOST 198 AND IS PROJECTING 4 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0474 ***********************************************************************
 EO0474  DESIGNATION -  K 110
 EO0474  PID         -  EO0474
 EO0474  STATE/COUNTY-  NM/CURRY
 EO0474  USGS QUAD   -  WEBER CITY (1987)
 EO0474
 EO0474                         *CURRENT SURVEY CONTROL
 EO0474  ___________________________________________________________________
 EO0474* NAD 83(1986)-  34 41 30.     (N)    103 38 07.     (W)     SCALED    
 EO0474* NAVD 88     -      1452.304  (meters)    4764.77   (feet)  ADJUSTED  
 EO0474  ___________________________________________________________________
 EO0474  GEOID HEIGHT-         -23.40  (meters)                     GEOID03
 EO0474  DYNAMIC HT  -        1450.387 (meters)    4758.48  (feet)  COMP
 EO0474  MODELED GRAV-     979,263.9   (mgal)                       NAVD 88
 EO0474
 EO0474  VERT ORDER  -  SECOND    CLASS 0
 EO0474
 EO0474.The horizontal coordinates were scaled from a topographic map and have
 EO0474.an estimated accuracy of +/- 6 seconds.
 EO0474
 EO0474.The orthometric height was determined by differential leveling
 EO0474.and adjusted by the National Geodetic Survey in June 1991..
 EO0474
 EO0474.The geoid height was determined by GEOID03.
 EO0474
 EO0474.The dynamic height is computed by dividing the NAVD 88
 EO0474.geopotential number by the normal gravity value computed on the
 EO0474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0474.degrees latitude (g = 980.6199 gals.).
 EO0474
 EO0474.The modeled gravity was interpolated from observed gravity values.
 EO0474
 EO0474;                    North         East    Units  Estimated Accuracy
 EO0474;SPC NM E     -   409,600.      228,960.      MT  (+/- 180 meters Scaled)
 EO0474
 EO0474                          SUPERSEDED SURVEY CONTROL
 EO0474
 EO0474  NGVD 29 (??/??/92) 1451.642  (m)         4762.60   (f) ADJ UNCH    2 0
 EO0474
 EO0474.Superseded values are not recommended for survey control.
 EO0474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0474.See file dsdata.txt to determine how the superseded data were derived.
 EO0474
 EO0474_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFU250396(NAD 83)
 EO0474_MARKER: DB = BENCH MARK DISK
 EO0474_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EO0474_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EO0474_STAMPING: K 110 1934
 EO0474_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EO0474+STABILITY: SURFACE MOTION
 EO0474
 EO0474  HISTORY     - Date     Condition        Report By
 EO0474  HISTORY     - 1934     MONUMENTED       CGS
 EO0474  HISTORY     - 1973     GOOD             USGS
 EO0474
 EO0474                          STATION DESCRIPTION
 EO0474
 EO0474'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 EO0474'15.1 MI SE FROM RAGLAND.
 EO0474'IN CURRY CO., 6.0 MI. E. ALONG STATE HWY. 18 FROM RAGLAND, QUAY CO.,
 EO0474'THENCE 9.1 MI. S. ALONG STATE HWY.88.  AT THE CURRY-QUAY COUNTY LINE,
 EO0474'41 FT. S. OF THE CENTERLINE OF STATE HWY. 312 EXTENDED, 39 FT. E. OF
 EO0474'THE CENTERLINE HWY. 88, 2 FT. E. OF A FENCE.  A STANDARD DISK, STAMPED
 EO0474'K 110 1934 AND SET IN THE TOP OF A CONCRETE POST SET 01. FT. BELOW
 EO0474'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0635 ***********************************************************************
 FM0635  DESIGNATION -  K 112
 FM0635  PID         -  FM0635
 FM0635  STATE/COUNTY-  NM/QUAY
 FM0635  USGS QUAD   -  SAN JON (1981)
 FM0635
 FM0635                         *CURRENT SURVEY CONTROL
 FM0635  ___________________________________________________________________
 FM0635* NAD 83(1986)-  35 06 22.     (N)    103 20 32.     (W)     SCALED    
 FM0635* NAVD 88     -      1227.559  (meters)    4027.42   (feet)  ADJUSTED  
 FM0635  ___________________________________________________________________
 FM0635  GEOID HEIGHT-         -23.56  (meters)                     GEOID03
 FM0635  DYNAMIC HT  -        1226.040 (meters)    4022.43  (feet)  COMP
 FM0635  MODELED GRAV-     979,354.0   (mgal)                       NAVD 88
 FM0635
 FM0635  VERT ORDER  -  SECOND    CLASS 0
 FM0635
 FM0635.The horizontal coordinates were scaled from a topographic map and have
 FM0635.an estimated accuracy of +/- 6 seconds.
 FM0635
 FM0635.The orthometric height was determined by differential leveling
 FM0635.and adjusted by the National Geodetic Survey in June 1991..
 FM0635
 FM0635.The geoid height was determined by GEOID03.
 FM0635
 FM0635.The dynamic height is computed by dividing the NAVD 88
 FM0635.geopotential number by the normal gravity value computed on the
 FM0635.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0635.degrees latitude (g = 980.6199 gals.).
 FM0635
 FM0635.The modeled gravity was interpolated from observed gravity values.
 FM0635
 FM0635;                    North         East    Units  Estimated Accuracy
 FM0635;SPC NM E     -   455,800.      255,350.      MT  (+/- 180 meters Scaled)
 FM0635
 FM0635                          SUPERSEDED SURVEY CONTROL
 FM0635
 FM0635  NGVD 29 (??/??/92) 1226.977  (m)         4025.51   (f) ADJ UNCH    2 0
 FM0635
 FM0635.Superseded values are not recommended for survey control.
 FM0635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0635.See file dsdata.txt to determine how the superseded data were derived.
 FM0635
 FM0635_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFU510860(NAD 83)
 FM0635_MARKER: DB = BENCH MARK DISK
 FM0635_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0635_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0635_STAMPING: K-112 1934
 FM0635_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0635+STABILITY: SURFACE MOTION
 FM0635
 FM0635  HISTORY     - Date     Condition        Report By
 FM0635  HISTORY     - 1934     MONUMENTED       CGS
 FM0635
 FM0635                          STATION DESCRIPTION
 FM0635
 FM0635'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FM0635'0.8 MI W FROM SAN JON.
 FM0635'0.8 MILES WEST OF ROCK ISLAND RR DEPOT AT SAN JON 5 FEET NORTHEAST OF
 FM0635'MILE POST 851.  5 FEET SOUTH OF RIGHT-OF-WAY FENCE LINE.  45 FEET
 FM0635'NORTH OF CENTERLINE OF ROCK ISLAND RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0168 ***********************************************************************
 EP0168  DESIGNATION -  K 12
 EP0168  PID         -  EP0168
 EP0168  STATE/COUNTY-  NM/GUADALUPE
 EP0168  USGS QUAD   -  SANTA ROSA (1963)
 EP0168
 EP0168                         *CURRENT SURVEY CONTROL
 EP0168  ___________________________________________________________________
 EP0168* NAD 83(1986)-  34 54 18.     (N)    104 43 30.     (W)     SCALED    
 EP0168* NAVD 88     -      1445.634  (meters)    4742.88   (feet)  ADJUSTED  
 EP0168  ___________________________________________________________________
 EP0168  GEOID HEIGHT-         -22.18  (meters)                     GEOID03
 EP0168  DYNAMIC HT  -        1443.714 (meters)    4736.59  (feet)  COMP
 EP0168  MODELED GRAV-     979,256.1   (mgal)                       NAVD 88
 EP0168
 EP0168  VERT ORDER  -  FIRST     CLASS II
 EP0168
 EP0168.The horizontal coordinates were scaled from a topographic map and have
 EP0168.an estimated accuracy of +/- 6 seconds.
 EP0168
 EP0168.The orthometric height was determined by differential leveling
 EP0168.and adjusted by the National Geodetic Survey in June 1991..
 EP0168
 EP0168.The geoid height was determined by GEOID03.
 EP0168
 EP0168.The dynamic height is computed by dividing the NAVD 88
 EP0168.geopotential number by the normal gravity value computed on the
 EP0168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EP0168.degrees latitude (g = 980.6199 gals.).
 EP0168
 EP0168.The modeled gravity was interpolated from observed gravity values.
 EP0168
 EP0168;                    North         East    Units  Estimated Accuracy
 EP0168;SPC NM E     -   433,110.      129,210.      MT  (+/- 180 meters Scaled)
 EP0168
 EP0168                          SUPERSEDED SURVEY CONTROL
 EP0168
 EP0168  NGVD 29 (??/??/92) 1444.944  (m)         4740.62   (f) ADJ UNCH    1 2
 EP0168
 EP0168.Superseded values are not recommended for survey control.
 EP0168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EP0168.See file dsdata.txt to determine how the superseded data were derived.
 EP0168
 EP0168_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEU251625(NAD 83)
 EP0168_MARKER: DB = BENCH MARK DISK
 EP0168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EP0168_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EP0168_STAMPING: K 12 1927 4740.620
 EP0168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EP0168+STABILITY: SURFACE MOTION
 EP0168
 EP0168  HISTORY     - Date     Condition        Report By
 EP0168  HISTORY     - 1927     MONUMENTED       CGS
 EP0168  HISTORY     - 1963     MARK NOT FOUND   USGS
 EP0168
 EP0168                          STATION DESCRIPTION
 EP0168
 EP0168'DESCRIBED BY COAST AND GEODETIC SURVEY 1927
 EP0168'3.5 MI SW FROM SANTA ROSA.
 EP0168'43 FT. SOUTHEAST CENTERLINE OF S. P. RY. TRACKS, 124 FT SOUTH OF MILE
 EP0168'POST 1565.  AT THIS POINT THE HIGHWAY PARALLELS THE RAILROAD.
 EP0168
 EP0168                          STATION RECOVERY (1963)
 EP0168
 EP0168'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 EP0168'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0941 ***********************************************************************
 DS0941  DESIGNATION -  K 122
 DS0941  PID         -  DS0941
 DS0941  STATE/COUNTY-  NM/SOCORRO
 DS0941  USGS QUAD   -  OAK PEAK (1965)
 DS0941
 DS0941                         *CURRENT SURVEY CONTROL
 DS0941  ___________________________________________________________________
 DS0941* NAD 83(1986)-  33 49 24.     (N)    107 41 53.     (W)     SCALED    
 DS0941* NAVD 88     -      2202.499  (meters)    7226.03   (feet)  ADJUSTED  
 DS0941  ___________________________________________________________________
 DS0941  GEOID HEIGHT-         -21.88  (meters)                     GEOID03
 DS0941  DYNAMIC HT  -        2198.985 (meters)    7214.50  (feet)  COMP
 DS0941  MODELED GRAV-     978,961.8   (mgal)                       NAVD 88
 DS0941
 DS0941  VERT ORDER  -  SECOND    CLASS 0
 DS0941
 DS0941.The horizontal coordinates were scaled from a topographic map and have
 DS0941.an estimated accuracy of +/- 6 seconds.
 DS0941
 DS0941.The orthometric height was determined by differential leveling
 DS0941.and adjusted by the National Geodetic Survey in June 1991..
 DS0941
 DS0941.The geoid height was determined by GEOID03.
 DS0941
 DS0941.The dynamic height is computed by dividing the NAVD 88
 DS0941.geopotential number by the normal gravity value computed on the
 DS0941.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0941.degrees latitude (g = 980.6199 gals.).
 DS0941
 DS0941.The modeled gravity was interpolated from observed gravity values.
 DS0941
 DS0941;                    North         East    Units  Estimated Accuracy
 DS0941;SPC NM C     -   314,000.      365,950.      MT  (+/- 180 meters Scaled)
 DS0941
 DS0941                          SUPERSEDED SURVEY CONTROL
 DS0941
 DS0941  NGVD 29 (??/??/92) 2201.525  (m)         7222.84   (f) ADJ UNCH    2 0
 DS0941
 DS0941.Superseded values are not recommended for survey control.
 DS0941.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0941.See file dsdata.txt to determine how the superseded data were derived.
 DS0941
 DS0941_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBT502458(NAD 83)
 DS0941_MARKER: DB = BENCH MARK DISK
 DS0941_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0941_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0941_STAMPING: K 122 1934
 DS0941_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0941+STABILITY: SURFACE MOTION
 DS0941
 DS0941  HISTORY     - Date     Condition        Report By
 DS0941  HISTORY     - 1934     MONUMENTED       CGS
 DS0941  HISTORY     - 1941     GOOD             NGS
 DS0941
 DS0941                          STATION DESCRIPTION
 DS0941
 DS0941'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 DS0941'34.1 MI SE FROM DATIL.
 DS0941'TO REACH BENCH MARK FROM THE POST OFFICE AT DATIL, GO EAST ON U.S.
 DS0941'HIGHWAY NO. 60, GO 15.1 MILES TO INTERSECTION OF STATE HIGHWAY NO. 52.
 DS0941'THENCE, TURN RIGHT (SOUTH) ONTO STATE HIGHWAY NO. 52, AND GO 19.0
 DS0941'MILES TO INTERSECTION OF STATE HIGHWAY NO. 145 AND SITE OF B.M. BENCH
 DS0941'MARK IS AT THE INTERSECTION OF STATE HIGHWAYS NO. 52 AND NO. 145.
 DS0941'ABOUT 100.0 FEET SOUTH OF INTERSECTION. 23.0 FEET EAST OF THE
 DS0941'CENTERLINE OF STATE HIGHWAY NO. 145.  20.0 FEET WEST OF THE CENTERLINE
 DS0941'OF STATE HIGHWAY NO. 52.  3.0 FEET NORTH OF A 4 X 4 INCH WOODEN MARKER
 DS0941'POST.  A STANDARD DISK SET HORIZONTALLY IN CONCRETE POST PROJECTING
 DS0941'1.0 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0068 ***********************************************************************
 DT0068  DESIGNATION -  K 123
 DT0068  PID         -  DT0068
 DT0068  STATE/COUNTY-  NM/CATRON
 DT0068  USGS QUAD   -  WALL LAKE (1967)
 DT0068
 DT0068                         *CURRENT SURVEY CONTROL
 DT0068  ___________________________________________________________________
 DT0068* NAD 83(1986)-  33 21 10.     (N)    108 04 34.     (W)     SCALED    
 DT0068* NAVD 88     -      1957.697  (meters)    6422.88   (feet)  ADJUSTED  
 DT0068  ___________________________________________________________________
 DT0068  GEOID HEIGHT-         -22.57  (meters)                     GEOID03
 DT0068  DYNAMIC HT  -        1954.585 (meters)    6412.67  (feet)  COMP
 DT0068  MODELED GRAV-     978,978.0   (mgal)                       NAVD 88
 DT0068
 DT0068  VERT ORDER  -  SECOND    CLASS 0
 DT0068
 DT0068.The horizontal coordinates were scaled from a topographic map and have
 DT0068.an estimated accuracy of +/- 6 seconds.
 DT0068
 DT0068.The orthometric height was determined by differential leveling
 DT0068.and adjusted by the National Geodetic Survey in June 1991..
 DT0068
 DT0068.The geoid height was determined by GEOID03.
 DT0068
 DT0068.The dynamic height is computed by dividing the NAVD 88
 DT0068.geopotential number by the normal gravity value computed on the
 DT0068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0068.degrees latitude (g = 980.6199 gals.).
 DT0068
 DT0068.The modeled gravity was interpolated from observed gravity values.
 DT0068
 DT0068;                    North         East    Units  Estimated Accuracy
 DT0068;SPC NM W     -   260,900.      807,400.      MT  (+/- 180 meters Scaled)
 DT0068
 DT0068                          SUPERSEDED SURVEY CONTROL
 DT0068
 DT0068  NGVD 29 (??/??/92) 1956.789  (m)         6419.90   (f) ADJ UNCH    2 0
 DT0068
 DT0068.Superseded values are not recommended for survey control.
 DT0068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0068.See file dsdata.txt to determine how the superseded data were derived.
 DT0068
 DT0068_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYB720942(NAD 83)
 DT0068_MARKER: DB = BENCH MARK DISK
 DT0068_SETTING: 66 = SET IN ROCK OUTCROP
 DT0068_SP_SET: ROCK OUTCROP
 DT0068_STAMPING: K-123 1934
 DT0068_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DT0068+STABILITY: POSITION/ELEVATION WELL
 DT0068
 DT0068  HISTORY     - Date     Condition        Report By
 DT0068  HISTORY     - 1934     MONUMENTED       CGS
 DT0068
 DT0068                          STATION DESCRIPTION
 DT0068
 DT0068'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DT0068'9.4 MI S FROM BEAVERHEAD RANGER STA.
 DT0068'9.4 MI. S. OF ALONG ROAD TO SAN LORENZO.  ABOUT 25 YDS. W. OF TAYLOR
 DT0068'CREEK, 29 FT. E. OF THE CENTER LINE OF ROAD, AT S. APPROACH OF SMALL
 DT0068'WOODEN BRIDGE, AND SET IN A DARK COLORED ROCK OUTCROP 15 FT. S. OF THE
 DT0068'CENTER LINE OF WASH THAT EMPTIES INTO CREEK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1168 ***********************************************************************
 CX1168  DESIGNATION -  K 124
 CX1168  PID         -  CX1168
 CX1168  STATE/COUNTY-  NM/GRANT
 CX1168  USGS QUAD   -  HENDRICKS PEAK (1985)
 CX1168
 CX1168                         *CURRENT SURVEY CONTROL
 CX1168  ___________________________________________________________________
 CX1168* NAD 83(1986)-  32 53 11.     (N)    107 59 30.     (W)     SCALED    
 CX1168* NAVD 88     -      1839.810  (meters)    6036.11   (feet)  ADJUSTED  
 CX1168  ___________________________________________________________________
 CX1168  GEOID HEIGHT-         -23.07  (meters)                     GEOID03
 CX1168  DYNAMIC HT  -        1836.906 (meters)    6026.58  (feet)  COMP
 CX1168  MODELED GRAV-     978,994.0   (mgal)                       NAVD 88
 CX1168
 CX1168  VERT ORDER  -  SECOND    CLASS 0
 CX1168
 CX1168.The horizontal coordinates were scaled from a topographic map and have
 CX1168.an estimated accuracy of +/- 6 seconds.
 CX1168
 CX1168.The orthometric height was determined by differential leveling
 CX1168.and adjusted by the National Geodetic Survey in June 1991..
 CX1168
 CX1168.The geoid height was determined by GEOID03.
 CX1168
 CX1168.The dynamic height is computed by dividing the NAVD 88
 CX1168.geopotential number by the normal gravity value computed on the
 CX1168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX1168.degrees latitude (g = 980.6199 gals.).
 CX1168
 CX1168.The modeled gravity was interpolated from observed gravity values.
 CX1168
 CX1168;                    North         East    Units  Estimated Accuracy
 CX1168;SPC NM W     -   209,170.      815,190.      MT  (+/- 180 meters Scaled)
 CX1168
 CX1168                          SUPERSEDED SURVEY CONTROL
 CX1168
 CX1168  NGVD 29 (??/??/92) 1838.939  (m)         6033.25   (f) ADJ UNCH    2 0
 CX1168
 CX1168.Superseded values are not recommended for survey control.
 CX1168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1168.See file dsdata.txt to determine how the superseded data were derived.
 CX1168
 CX1168_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBS201426(NAD 83)
 CX1168_MARKER: DB = BENCH MARK DISK
 CX1168_SETTING: 66 = SET IN ROCK OUTCROP
 CX1168_SP_SET: ROCK
 CX1168_STAMPING: K-124 1934
 CX1168_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CX1168+STABILITY: POSITION/ELEVATION WELL
 CX1168
 CX1168  HISTORY     - Date     Condition        Report By
 CX1168  HISTORY     - 1934     MONUMENTED       CGS
 CX1168  HISTORY     - 1954     MARK NOT FOUND   USGS
 CX1168  HISTORY     - 1979     MARK NOT FOUND   USGS
 CX1168
 CX1168                          STATION DESCRIPTION
 CX1168
 CX1168'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CX1168'2.2 MI N FROM MIMBRES.
 CX1168'2.2 MI. N. ALONG ROAD TO BEAVERHEAD.  20 FT. W. OF CENTER LINE OF
 CX1168'ROAD, AND 9 FT. N.E. OF FENCE LINE, 8 IN. FROM SURFACE OF ROAD BED.
 CX1168
 CX1168                          STATION RECOVERY (1954)
 CX1168
 CX1168'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 CX1168'MARK NOT FOUND.
 CX1168
 CX1168                          STATION RECOVERY (1979)
 CX1168
 CX1168'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 CX1168'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0216 ***********************************************************************
 CY0216  DESIGNATION -  K 125
 CY0216  PID         -  CY0216
 CY0216  STATE/COUNTY-  NM/HIDALGO
 CY0216  USGS QUAD   -  CULBERSON RANCH (1963)
 CY0216
 CY0216                         *CURRENT SURVEY CONTROL
 CY0216  ___________________________________________________________________
 CY0216* NAD 83(1986)-  32 22 36.     (N)    108 41 59.     (W)     SCALED    
 CY0216* NAVD 88     -      1283.23   (+/-2cm)    4210.1    (feet)  VERTCON   
 CY0216  ___________________________________________________________________
 CY0216  GEOID HEIGHT-         -25.45  (meters)                     GEOID03
 CY0216
 CY0216  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CY0216
 CY0216.The horizontal coordinates were scaled from a topographic map and have
 CY0216.an estimated accuracy of +/- 6 seconds.
 CY0216
 CY0216.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0216.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0216.The vertical order pertains to the NGVD 29 superseded value.
 CY0216
 CY0216.The geoid height was determined by GEOID03.
 CY0216
 CY0216;                    North         East    Units  Estimated Accuracy
 CY0216;SPC NM W     -   152,960.      748,470.      MT  (+/- 180 meters Scaled)
 CY0216
 CY0216                          SUPERSEDED SURVEY CONTROL
 CY0216
 CY0216  NGVD 29 (??/??/92) 1282.488  (m)         4207.63   (f) ADJ UNCH    2 0
 CY0216
 CY0216.Superseded values are not recommended for survey control.
 CY0216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0216.See file dsdata.txt to determine how the superseded data were derived.
 CY0216
 CY0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYA164845(NAD 83)
 CY0216_MARKER: DB = BENCH MARK DISK
 CY0216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0216_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0216_STAMPING: K-125 1934
 CY0216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0216+STABILITY: SURFACE MOTION
 CY0216
 CY0216  HISTORY     - Date     Condition        Report By
 CY0216  HISTORY     - 1934     MONUMENTED       CGS
 CY0216  HISTORY     - 1953     GOOD             NGS
 CY0216
 CY0216                          STATION DESCRIPTION
 CY0216
 CY0216'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CY0216'1.9 MI NE FROM LORDSBURG.
 CY0216'1.9 N.E. ALONG U.S. NO. 180.  28 FT. W. OF THE CENTER LINE OF THE
 CY0216'HWY., AND 11 FT. E. OF WIRE FENCE.
 CY0216
 CY0216                          STATION RECOVERY (1953)
 CY0216
 CY0216'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 CY0216'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0075 ***********************************************************************
 CY0075  DESIGNATION -  K 126
 CY0075  PID         -  CY0075
 CY0075  STATE/COUNTY-  NM/GRANT
 CY0075  USGS QUAD   -  SILVER CITY (1992)
 CY0075
 CY0075                         *CURRENT SURVEY CONTROL
 CY0075  ___________________________________________________________________
 CY0075* NAD 83(1986)-  32 47 15.     (N)    108 15 26.     (W)     SCALED    
 CY0075* NAVD 88     -      1853.714  (meters)    6081.73   (feet)  POSTED    
 CY0075  ___________________________________________________________________
 CY0075  GEOID HEIGHT-         -23.69  (meters)                     GEOID03
 CY0075  DYNAMIC HT  -        1850.800 (meters)    6072.17  (feet)  COMP
 CY0075  MODELED GRAV-     979,001.7   (mgal)                       NAVD 88
 CY0075
 CY0075  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 CY0075
 CY0075.The horizontal coordinates were scaled from a topographic map and have
 CY0075.an estimated accuracy of +/- 6 seconds.
 CY0075
 CY0075.The orthometric height was determined by differential leveling
 CY0075.and adjusted by the National Geodetic Survey in 1992..
 CY0075.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 CY0075.rate of 0.0 thru 1.0 mm/km.
 CY0075
 CY0075.The geoid height was determined by GEOID03.
 CY0075
 CY0075.The dynamic height is computed by dividing the NAVD 88
 CY0075.geopotential number by the normal gravity value computed on the
 CY0075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0075.degrees latitude (g = 980.6199 gals.).
 CY0075
 CY0075.The modeled gravity was interpolated from observed gravity values.
 CY0075
 CY0075;                    North         East    Units  Estimated Accuracy
 CY0075;SPC NM W     -   198,270.      790,300.      MT  (+/- 180 meters Scaled)
 CY0075
 CY0075                          SUPERSEDED SURVEY CONTROL
 CY0075
 CY0075  NGVD 29 (??/??/92) 1852.833  (m)         6078.84   (f) ADJ UNCH    2 0
 CY0075
 CY0075.Superseded values are not recommended for survey control.
 CY0075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0075.See file dsdata.txt to determine how the superseded data were derived.
 CY0075
 CY0075_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYB568310(NAD 83)
 CY0075_MARKER: DB = BENCH MARK DISK
 CY0075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0075_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0075_STAMPING: K 126 1934
 CY0075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0075+STABILITY: SURFACE MOTION
 CY0075
 CY0075  HISTORY     - Date     Condition        Report By
 CY0075  HISTORY     - 1934     MONUMENTED       CGS
 CY0075  HISTORY     - 1953     MARK NOT FOUND   NGS
 CY0075
 CY0075                          STATION DESCRIPTION
 CY0075
 CY0075'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CY0075'2.0 MI E FROM SILVER CITY.
 CY0075'2.0 MILES EAST ALONG U. S. HIGHWAY 260 FROM THE POST OFFICE AT SILVER
 CY0075'CITY, GRANT COUNTY, ABOUT 70 FEET NORTH OF THE CENTER OF THE
 CY0075'INTERSECTION OF A ROAD LEADING TO PINOS ALTOS, AND 15 FEET NORTH OF
 CY0075'THE PINOS ALTOS ROAD.  A STANDARD DISK, STAMPED K 126 1934 AND SET IN
 CY0075'THE TOP OF A CONCRETE POST.  NOTE-- A NEW HIGHWAY HAS BEEN CONSTRUCTED
 CY0075'AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1160 ***********************************************************************
 CX1160  DESIGNATION -  K 127
 CX1160  PID         -  CX1160
 CX1160  STATE/COUNTY-  NM/SIERRA
 CX1160  USGS QUAD   -  HILLSBORO (1985)
 CX1160
 CX1160                         *CURRENT SURVEY CONTROL
 CX1160  ___________________________________________________________________
 CX1160* NAD 83(1986)-  32 55 10.     (N)    107 34 23.     (W)     SCALED    
 CX1160* NAVD 88     -      1609.187  (meters)    5279.47   (feet)  ADJUSTED  
 CX1160  ___________________________________________________________________
 CX1160  GEOID HEIGHT-         -23.17  (meters)                     GEOID03
 CX1160  DYNAMIC HT  -        1606.739 (meters)    5271.44  (feet)  COMP
 CX1160  MODELED GRAV-     979,060.1   (mgal)                       NAVD 88
 CX1160
 CX1160  VERT ORDER  -  SECOND    CLASS 0
 CX1160
 CX1160.The horizontal coordinates were scaled from a topographic map and have
 CX1160.an estimated accuracy of +/- 6 seconds.
 CX1160
 CX1160.The orthometric height was determined by differential leveling
 CX1160.and adjusted by the National Geodetic Survey in June 1991..
 CX1160
 CX1160.The geoid height was determined by GEOID03.
 CX1160
 CX1160.The dynamic height is computed by dividing the NAVD 88
 CX1160.geopotential number by the normal gravity value computed on the
 CX1160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX1160.degrees latitude (g = 980.6199 gals.).
 CX1160
 CX1160.The modeled gravity was interpolated from observed gravity values.
 CX1160
 CX1160;                    North         East    Units  Estimated Accuracy
 CX1160;SPC NM W     -   212,850.      854,340.      MT  (+/- 180 meters Scaled)
 CX1160
 CX1160                          SUPERSEDED SURVEY CONTROL
 CX1160
 CX1160  NGVD 29 (??/??/92) 1608.421  (m)         5276.96   (f) ADJ UNCH    2 0
 CX1160
 CX1160.Superseded values are not recommended for survey control.
 CX1160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1160.See file dsdata.txt to determine how the superseded data were derived.
 CX1160
 CX1160_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBS593452(NAD 83)
 CX1160_MARKER: DB = BENCH MARK DISK
 CX1160_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CX1160_SP_SET: RETAINING WALL
 CX1160_STAMPING: K 127 1934
 CX1160_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX1160
 CX1160  HISTORY     - Date     Condition        Report By
 CX1160  HISTORY     - 1934     MONUMENTED       CGS
 CX1160  HISTORY     - 1953     GOOD             NGS
 CX1160  HISTORY     - 1979     MARK NOT FOUND   USGS
 CX1160
 CX1160                          STATION DESCRIPTION
 CX1160
 CX1160'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CX1160'0.3 MI W FROM HILLSBORO.
 CX1160'0.3 MILE WEST ALONG NEW MEXICO STATE HIGHWAY 180 FROM THE POST OFFICE
 CX1160'AT HILLSBORO, AT THE EAST SIDE OF A WIDE GRAVEL AND ROCKY WASH, 72
 CX1160'FEET WEST OF THE TOP OF A RISE AT THE EAST EDGE OF THE WASH, 39 FEET
 CX1160'NORTH OF A ROW OF TELEPHONE POLES, 19 FEET SOUTH OF THE CENTER LINE OF
 CX1160'THE HIGHWAY, ABOUT 3 FEET HIGHER THAN THE HIGHWAY, SET IN THE TOP OF A
 CX1160'RUBBLE MASONRY RETAINING WALL AND 4.5 FEET SOUTHWEST OF THE NORTHEAST
 CX1160'END OF THE WALL.
 CX1160
 CX1160                          STATION RECOVERY (1979)
 CX1160
 CX1160'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 CX1160'HIGHWAY AND BRIDGE HAS BEEN WIDENED AND REALIGNED. NEW BRIDGE
 CX1160'REPLACES OLD ONE AND HIGHWAY IS NOW NUMBERED 90.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0045 ***********************************************************************
 DT0045  DESIGNATION -  K 128
 DT0045  PID         -  DT0045
 DT0045  STATE/COUNTY-  NM/CATRON
 DT0045  USGS QUAD   -  PITCHFORK CANYON (1963)
 DT0045
 DT0045                         *CURRENT SURVEY CONTROL
 DT0045  ___________________________________________________________________
 DT0045* NAD 83(1986)-  33 33 50.     (N)    108 30 00.     (W)     SCALED    
 DT0045* NAVD 88     -      2565.796  (meters)    8417.95   (feet)  ADJUSTED  
 DT0045  ___________________________________________________________________
 DT0045  GEOID HEIGHT-         -22.48  (meters)                     GEOID03
 DT0045  DYNAMIC HT  -        2561.477 (meters)    8403.78  (feet)  COMP
 DT0045  MODELED GRAV-     978,860.4   (mgal)                       NAVD 88
 DT0045
 DT0045  VERT ORDER  -  SECOND    CLASS 0
 DT0045
 DT0045.The horizontal coordinates were scaled from a topographic map and have
 DT0045.an estimated accuracy of +/- 6 seconds.
 DT0045
 DT0045.The orthometric height was determined by differential leveling
 DT0045.and adjusted by the National Geodetic Survey in June 1991..
 DT0045
 DT0045.The geoid height was determined by GEOID03.
 DT0045
 DT0045.The dynamic height is computed by dividing the NAVD 88
 DT0045.geopotential number by the normal gravity value computed on the
 DT0045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0045.degrees latitude (g = 980.6199 gals.).
 DT0045
 DT0045.The modeled gravity was interpolated from observed gravity values.
 DT0045
 DT0045;                    North         East    Units  Estimated Accuracy
 DT0045;SPC NM W     -   284,490.      768,100.      MT  (+/- 180 meters Scaled)
 DT0045
 DT0045                          SUPERSEDED SURVEY CONTROL
 DT0045
 DT0045  NGVD 29 (??/??/92) 2564.663  (m)         8414.23   (f) ADJ UNCH    2 0
 DT0045
 DT0045.Superseded values are not recommended for survey control.
 DT0045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0045.See file dsdata.txt to determine how the superseded data were derived.
 DT0045
 DT0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYC320166(NAD 83)
 DT0045_MARKER: DB = BENCH MARK DISK
 DT0045_SETTING: 66 = SET IN ROCK OUTCROP
 DT0045_SP_SET: ROCK OUTCROP
 DT0045_STAMPING: K-128 1934
 DT0045_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DT0045+STABILITY: POSITION/ELEVATION WELL
 DT0045
 DT0045  HISTORY     - Date     Condition        Report By
 DT0045  HISTORY     - 1934     MONUMENTED       CGS
 DT0045
 DT0045                          STATION DESCRIPTION
 DT0045
 DT0045'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DT0045'31.3 MI NW FROM BEAVERHEAD R STATION.
 DT0045'31.3 MI. NW OF BEAVERHEAD RANGER STATION.  40 FT. E. OF THE CENTERLINE
 DT0045'OF THE ROAD, 8 FT. S. AND 10 FT. E. OF A DEAD PINE TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0195 ***********************************************************************
 CY0195  DESIGNATION -  K 129
 CY0195  PID         -  CY0195
 CY0195  STATE/COUNTY-  NM/HIDALGO
 CY0195  USGS QUAD   -  NINEMILE HILL (1964)
 CY0195
 CY0195                         *CURRENT SURVEY CONTROL
 CY0195  ___________________________________________________________________
 CY0195* NAD 83(1986)-  32 24 47.     (N)    108 52 09.     (W)     SCALED    
 CY0195* NAVD 88     -      1288.10   (+/-2cm)    4226.0    (feet)  VERTCON   
 CY0195  ___________________________________________________________________
 CY0195  GEOID HEIGHT-         -25.82  (meters)                     GEOID03
 CY0195
 CY0195  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CY0195
 CY0195.The horizontal coordinates were scaled from a topographic map and have
 CY0195.an estimated accuracy of +/- 6 seconds.
 CY0195
 CY0195.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0195.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0195.The vertical order pertains to the NGVD 29 superseded value.
 CY0195
 CY0195.The geoid height was determined by GEOID03.
 CY0195
 CY0195;                    North         East    Units  Estimated Accuracy
 CY0195;SPC NM W     -   157,140.      732,570.      MT  (+/- 180 meters Scaled)
 CY0195
 CY0195                          SUPERSEDED SURVEY CONTROL
 CY0195
 CY0195  NGVD 29 (??/??/92) 1287.362  (m)         4223.62   (f) ADJ UNCH    2 0
 CY0195
 CY0195.Superseded values are not recommended for survey control.
 CY0195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0195.See file dsdata.txt to determine how the superseded data were derived.
 CY0195
 CY0195_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYA003882(NAD 83)
 CY0195_MARKER: DB = BENCH MARK DISK
 CY0195_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0195_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0195_STAMPING: K-129 1934
 CY0195_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0195+STABILITY: SURFACE MOTION
 CY0195
 CY0195  HISTORY     - Date     Condition        Report By
 CY0195  HISTORY     - 1934     MONUMENTED       CGS
 CY0195
 CY0195                          STATION DESCRIPTION
 CY0195
 CY0195'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CY0195'10.6 MI NW FROM LORDSBURG.
 CY0195'10.6 MI. N.W. ALONG A. AND N.M. RY.  2 1/2 POLES S.E. OF MI. POLE
 CY0195'1157, 92 FT. N.E. OF TELEPHONE LINE, AND 30 FT. N.E. OF THE CENTER
 CY0195'LINE OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0645 ***********************************************************************
 FM0645  DESIGNATION -  K 13
 FM0645  PID         -  FM0645
 FM0645  STATE/COUNTY-  NM/QUAY
 FM0645  USGS QUAD   -  LIBERTY MESA (1967)
 FM0645
 FM0645                         *CURRENT SURVEY CONTROL
 FM0645  ___________________________________________________________________
 FM0645* NAD 83(1986)-  35 10 11.     (N)    103 45 02.     (W)     SCALED    
 FM0645* NAVD 88     -      1252.519  (meters)    4109.31   (feet)  ADJUSTED  
 FM0645  ___________________________________________________________________
 FM0645  GEOID HEIGHT-         -23.23  (meters)                     GEOID03
 FM0645  DYNAMIC HT  -        1250.955 (meters)    4104.17  (feet)  COMP
 FM0645  MODELED GRAV-     979,342.2   (mgal)                       NAVD 88
 FM0645
 FM0645  VERT ORDER  -  FIRST     CLASS II
 FM0645
 FM0645.The horizontal coordinates were scaled from a topographic map and have
 FM0645.an estimated accuracy of +/- 6 seconds.
 FM0645
 FM0645.The orthometric height was determined by differential leveling
 FM0645.and adjusted by the National Geodetic Survey in June 1991..
 FM0645
 FM0645.The geoid height was determined by GEOID03.
 FM0645
 FM0645.The dynamic height is computed by dividing the NAVD 88
 FM0645.geopotential number by the normal gravity value computed on the
 FM0645.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0645.degrees latitude (g = 980.6199 gals.).
 FM0645
 FM0645.The modeled gravity was interpolated from observed gravity values.
 FM0645
 FM0645;                    North         East    Units  Estimated Accuracy
 FM0645;SPC NM E     -   462,560.      218,090.      MT  (+/- 180 meters Scaled)
 FM0645
 FM0645                          SUPERSEDED SURVEY CONTROL
 FM0645
 FM0645  NGVD 29 (??/??/92) 1251.908  (m)         4107.30   (f) ADJ UNCH    1 2
 FM0645
 FM0645.Superseded values are not recommended for survey control.
 FM0645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0645.See file dsdata.txt to determine how the superseded data were derived.
 FM0645
 FM0645_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFU137925(NAD 83)
 FM0645_MARKER: DB = BENCH MARK DISK
 FM0645_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0645_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0645_STAMPING: K 13 1927 4107.301
 FM0645_PROJECTION: FLUSH
 FM0645_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0645+STABILITY: SURFACE MOTION
 FM0645
 FM0645  HISTORY     - Date     Condition        Report By
 FM0645  HISTORY     - 1927     MONUMENTED       CGS
 FM0645  HISTORY     - 1934     GOOD             NGS
 FM0645  HISTORY     - 1967     MARK NOT FOUND   USGS
 FM0645  HISTORY     - 19990202 MARK NOT FOUND   NGS
 FM0645
 FM0645                          STATION DESCRIPTION
 FM0645
 FM0645'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FM0645'1.5 MI W FROM TUCUMCARI.
 FM0645'ABOUT 1.5 MILES WEST OF THE RAILROAD STATION OF TUCUMCARI, QUAY
 FM0645'COUNTY, 325 YARDS SOUTH OF MILEPOST 1626 OF THE SOUTHERN PACIFIC
 FM0645'RAILROAD, 57 FEET SOUTH OF A CROSSING SIGNAL POST, 42 FEET WEST OF THE
 FM0645'CENTER OF THE WEST TRACK AND IN LINE WITH A ROW OF TELEGRAPH POLES. A
 FM0645'STANDARD DISK STAMPED K 13 1927 AND SET IN THE TOP OF A CONCRETE POST.
 FM0645
 FM0645                          STATION RECOVERY (1967)
 FM0645
 FM0645'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 FM0645'MARK NOT FOUND.
 FM0645
 FM0645                          STATION RECOVERY (1999)
 FM0645
 FM0645'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 FM0645'THE RAILROAD TRACK HAS BEEN REMOVED AND THE RIGHT-OF-WAY GRADED.
 FM0645'ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0207 ***********************************************************************
 CY0207  DESIGNATION -  K 130
 CY0207  PID         -  CY0207
 CY0207  STATE/COUNTY-  NM/HIDALGO
 CY0207  USGS QUAD   -  LORDSBURG (1980)
 CY0207
 CY0207                         *CURRENT SURVEY CONTROL
 CY0207  ___________________________________________________________________
 CY0207* NAD 83(1986)-  32 15 32.     (N)    108 37 32.     (W)     SCALED    
 CY0207* NAVD 88     -      1297.63   (+/-2cm)    4257.3    (feet)  VERTCON   
 CY0207  ___________________________________________________________________
 CY0207  GEOID HEIGHT-         -25.43  (meters)                     GEOID03
 CY0207
 CY0207  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CY0207
 CY0207.The horizontal coordinates were scaled from a topographic map and have
 CY0207.an estimated accuracy of +/- 6 seconds.
 CY0207
 CY0207.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0207.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0207.The vertical order pertains to the NGVD 29 superseded value.
 CY0207
 CY0207.The geoid height was determined by GEOID03.
 CY0207
 CY0207;                    North         East    Units  Estimated Accuracy
 CY0207;SPC NM W     -   139,850.      755,360.      MT  (+/- 180 meters Scaled)
 CY0207
 CY0207                          SUPERSEDED SURVEY CONTROL
 CY0207
 CY0207  NGVD 29 (??/??/92) 1296.896  (m)         4254.90   (f) ADJ UNCH    2 0
 CY0207
 CY0207.Superseded values are not recommended for survey control.
 CY0207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0207.See file dsdata.txt to determine how the superseded data were derived.
 CY0207
 CY0207_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYA236716(NAD 83)
 CY0207_MARKER: DB = BENCH MARK DISK
 CY0207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0207_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0207_STAMPING: K 130 1934
 CY0207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0207+STABILITY: SURFACE MOTION
 CY0207
 CY0207  HISTORY     - Date     Condition        Report By
 CY0207  HISTORY     - 1934     MONUMENTED       CGS
 CY0207  HISTORY     - 1953     GOOD             NGS
 CY0207
 CY0207                          STATION DESCRIPTION
 CY0207
 CY0207'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CY0207'8.9 MI SE FROM LORDSBURG.
 CY0207'0.15 MILE EAST ALONG U. S. HIGHWAY 80 FROM THE SOUTHERN PACIFIC
 CY0207'RAILWAY STATION AT LORDSBURG, THENCE 0.6 MILE SOUTH ALONG AN ASPHALT
 CY0207'ROAD, THENCE 8.15 MILES SOUTHEAST ALONG A TRAIL ROAD AND ABANDONED
 CY0207'RAILROAD GRADE, 69 FEET SOUTHWEST OF THE CENTER LINE OF THE ABANDONED
 CY0207'RAILROAD GRADE, 50 FEET NORTHEAST OF THE CENTER LINE OF THE TRAIL
 CY0207'ROAD, 15.0 FEET SOUTHWEST OF THE OLD SOUTHERN PACIFIC RAILWAY MILEPOST
 CY0207'1156, 3.0 FEET SOUTHWEST OF A FENCE, 3.0 FEET NORTHWEST OF A WITNESS
 CY0207'POST, ABOUT LEVEL WITH THE TRAIL ROAD, AND SET IN THE TOP OF A
 CY0207'CONCRETE POST PROJECTING 1.0 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0229 ***********************************************************************
 CY0229  DESIGNATION -  K 131
 CY0229  PID         -  CY0229
 CY0229  STATE/COUNTY-  NM/HIDALGO
 CY0229  USGS QUAD   -  COTTON CITY (1980)
 CY0229
 CY0229                         *CURRENT SURVEY CONTROL
 CY0229  ___________________________________________________________________
 CY0229* NAD 83(1986)-  32 04 49.     (N)    108 59 07.     (W)     SCALED    
 CY0229* NAVD 88     -      1312.95   (+/-2cm)    4307.6    (feet)  VERTCON   
 CY0229  ___________________________________________________________________
 CY0229  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 CY0229
 CY0229  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CY0229
 CY0229.The horizontal coordinates were scaled from a topographic map and have
 CY0229.an estimated accuracy of +/- 6 seconds.
 CY0229
 CY0229.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0229.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0229.The vertical order pertains to the NGVD 29 superseded value.
 CY0229
 CY0229.The geoid height was determined by GEOID03.
 CY0229
 CY0229;                    North         East    Units  Estimated Accuracy
 CY0229;SPC NM W     -   120,350.      721,250.      MT  (+/- 180 meters Scaled)
 CY0229
 CY0229                          SUPERSEDED SURVEY CONTROL
 CY0229
 CY0229  NGVD 29 (??/??/92) 1312.180  (m)         4305.04   (f) ADJ UNCH    2 0
 CY0229
 CY0229.Superseded values are not recommended for survey control.
 CY0229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0229.See file dsdata.txt to determine how the superseded data were derived.
 CY0229
 CY0229_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA901511(NAD 83)
 CY0229_MARKER: DB = BENCH MARK DISK
 CY0229_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0229_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0229_STAMPING: K 131 1934
 CY0229_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0229+STABILITY: SURFACE MOTION
 CY0229
 CY0229  HISTORY     - Date     Condition        Report By
 CY0229  HISTORY     - 1934     MONUMENTED       CGS
 CY0229  HISTORY     - 1953     GOOD             NGS
 CY0229
 CY0229                          STATION DESCRIPTION
 CY0229
 CY0229'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CY0229'14.3 MI S FROM STEINS.
 CY0229'0.3 MILE SOUTHEAST ALONG A GRAVELED ROAD FROM THE SOUTHERN PACIFIC
 CY0229'RAILWAY STATION AT STEINS, THENCE 2.3 MILES EAST ALONG NEW MEXICO
 CY0229'STATE HIGHWAY 14, THENCE 11.7 MILES SOUTH ALONG U. S. HIGHWAY 80. 1.9
 CY0229'MILES NORTH OF BENCH MARK L 131 1934, 0.15 MILE NORTHEAST OF A CATTLE
 CY0229'GUARD, 48 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 3.0 FEET
 CY0229'SOUTHWEST OF A WITNESS POST, ABOUT 3 FEET ABOVE THE HIGHWAY, AND SET
 CY0229'IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0324 ***********************************************************************
 CE0324  DESIGNATION -  K 133 RESET
 CE0324  PID         -  CE0324
 CE0324  STATE/COUNTY-  NM/LUNA
 CE0324  USGS QUAD   -  COLUMBUS (1965)
 CE0324
 CE0324                         *CURRENT SURVEY CONTROL
 CE0324  ___________________________________________________________________
 CE0324* NAD 83(1986)-  31 52 11.     (N)    107 39 05.     (W)     SCALED    
 CE0324* NAVD 88     -      1273.93   (meters)    4179.6    (feet)  RESET     
 CE0324  ___________________________________________________________________
 CE0324  GEOID HEIGHT-         -24.82  (meters)                     GEOID03
 CE0324
 CE0324  VERT ORDER  -  THIRD
 CE0324
 CE0324.The horizontal coordinates were scaled from a topographic map and have
 CE0324.an estimated accuracy of +/- 6 seconds.
 CE0324
 CE0324.The orthometric height was computed from unverified reset data.
 CE0324.No vertical observational check was made to the station.
 CE0324
 CE0324.The geoid height was determined by GEOID03.
 CE0324
 CE0324;                    North         East    Units  Estimated Accuracy
 CE0324;SPC NM W     -    96,440.      847,220.      MT  (+/- 180 meters Scaled)
 CE0324
 CE0324                          SUPERSEDED SURVEY CONTROL
 CE0324
 CE0324  NGVD 29 (06/15/00) 1273.33   (m)         4177.6    (f) RESET       3  
 CE0324
 CE0324.Superseded values are not recommended for survey control.
 CE0324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0324.See file dsdata.txt to determine how the superseded data were derived.
 CE0324
 CE0324_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RBR491290(NAD 83)
 CE0324_MARKER: DB = BENCH MARK DISK
 CE0324_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CE0324_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CE0324_STAMPING: K 133 RESET 1977
 CE0324_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CE0324+STABILITY: SURFACE MOTION
 CE0324
 CE0324  HISTORY     - Date     Condition        Report By
 CE0324  HISTORY     - 1977     MONUMENTED       NMHD
 CE0324
 CE0324                          STATION DESCRIPTION
 CE0324
 CE0324'DESCRIBED BY NM HIGHWAY DEPT 1977
 CE0324'2.9 MI N FROM COLUMBUS.
 CE0324'2.9 MILES NORTH ALONG STATE HIGHWAY 11, FROM THE OLD SOUTHERN PACIFIC
 CE0324'COMPANY RAILROAD STATION AT COLUMBUS, LUNA COUNTY, IN LINE WITH A ROW
 CE0324'OF POWER POLES, 99 FEET EAST OF CENTER LINE OF HIGHWAY, AND 1.0 FOOT
 CE0324'WEST OF HIGHWAY RIGHT-OF-WAY FENCE, AT MILE POST 6.13.  MARK IS SET IN
 CE0324'THE TOP OF A CONCRETE POST PROJECTING 1 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0943 ***********************************************************************
 CX0943  DESIGNATION -  K 134
 CX0943  PID         -  CX0943
 CX0943  STATE/COUNTY-  NM/LUNA
 CX0943  USGS QUAD   -  MYNDUS (1972)
 CX0943
 CX0943                         *CURRENT SURVEY CONTROL
 CX0943  ___________________________________________________________________
 CX0943* NAD 83(1986)-  32 15 49.     (N)    107 28 24.     (W)     SCALED    
 CX0943* NAVD 88     -      1266.023  (meters)    4153.61   (feet)  ADJUSTED  
 CX0943  ___________________________________________________________________
 CX0943  GEOID HEIGHT-         -24.36  (meters)                     GEOID03
 CX0943  DYNAMIC HT  -        1264.137 (meters)    4147.42  (feet)  COMP
 CX0943  MODELED GRAV-     979,104.8   (mgal)                       NAVD 88
 CX0943
 CX0943  VERT ORDER  -  SECOND    CLASS 0
 CX0943
 CX0943.The horizontal coordinates were scaled from a topographic map and have
 CX0943.an estimated accuracy of +/- 6 seconds.
 CX0943
 CX0943.The orthometric height was determined by differential leveling
 CX0943.and adjusted by the National Geodetic Survey in June 1991..
 CX0943
 CX0943.The geoid height was determined by GEOID03.
 CX0943
 CX0943.The dynamic height is computed by dividing the NAVD 88
 CX0943.geopotential number by the normal gravity value computed on the
 CX0943.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0943.degrees latitude (g = 980.6199 gals.).
 CX0943
 CX0943.The modeled gravity was interpolated from observed gravity values.
 CX0943
 CX0943;                    North         East    Units  Estimated Accuracy
 CX0943;SPC NM W     -   140,160.      863,920.      MT  (+/- 180 meters Scaled)
 CX0943
 CX0943                          SUPERSEDED SURVEY CONTROL
 CX0943
 CX0943  NGVD 29 (??/??/92) 1265.414  (m)         4151.61   (f) ADJ UNCH    2 0
 CX0943
 CX0943.Superseded values are not recommended for survey control.
 CX0943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0943.See file dsdata.txt to determine how the superseded data were derived.
 CX0943
 CX0943_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBR670723(NAD 83)
 CX0943_MARKER: DB = BENCH MARK DISK
 CX0943_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX0943_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CX0943_STAMPING: K 134 1934
 CX0943_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX0943+STABILITY: SURFACE MOTION
 CX0943
 CX0943  HISTORY     - Date     Condition        Report By
 CX0943  HISTORY     - 1934     MONUMENTED       CGS
 CX0943  HISTORY     - 1953     GOOD             NGS
 CX0943
 CX0943                          STATION DESCRIPTION
 CX0943
 CX0943'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CX0943'9.05 MI W FROM CAMBRAY.
 CX0943'9.05 MILES WEST ALONG THE SOUTHERN PACIFIC RAILWAY FROM THE STATION AT
 CX0943'CAMBRAY, 0.3 MILES WEST OF BRIDGE 1225.25, 96.2 FEET SOUTH OF THE
 CX0943'SOUTH RAIL OF THE TRACK, 39.9 FEET SOUTH OF MILEPOST 1225, 2.3 FEET
 CX0943'NORTH OF THE SOUTH RIGHT-OF-WAY FENCE, 1.0 FOOT SOUTH OF A REFERENCE
 CX0943'POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE
 CX0943'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0070 ***********************************************************************
 EQ0070  DESIGNATION -  K 135
 EQ0070  PID         -  EQ0070
 EQ0070  STATE/COUNTY-  NM/BERNALILLO
 EQ0070  USGS QUAD   -  MILBOURN RANCH (1991)
 EQ0070
 EQ0070                         *CURRENT SURVEY CONTROL
 EQ0070  ___________________________________________________________________
 EQ0070* NAD 83(1986)-  34 51 55.     (N)    106 12 59.     (W)     SCALED    
 EQ0070* NAVD 88     -      2041.674  (meters)    6698.39   (feet)  ADJUSTED  
 EQ0070  ___________________________________________________________________
 EQ0070  GEOID HEIGHT-         -19.50  (meters)                     GEOID03
 EQ0070  DYNAMIC HT  -        2038.767 (meters)    6688.85  (feet)  COMP
 EQ0070  MODELED GRAV-     979,137.4   (mgal)                       NAVD 88
 EQ0070
 EQ0070  VERT ORDER  -  SECOND    CLASS 0
 EQ0070
 EQ0070.The horizontal coordinates were scaled from a topographic map and have
 EQ0070.an estimated accuracy of +/- 6 seconds.
 EQ0070
 EQ0070.The orthometric height was determined by differential leveling
 EQ0070.and adjusted by the National Geodetic Survey in June 1991..
 EQ0070
 EQ0070.The geoid height was determined by GEOID03.
 EQ0070
 EQ0070.The dynamic height is computed by dividing the NAVD 88
 EQ0070.geopotential number by the normal gravity value computed on the
 EQ0070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0070.degrees latitude (g = 980.6199 gals.).
 EQ0070
 EQ0070.The modeled gravity was interpolated from observed gravity values.
 EQ0070
 EQ0070;                    North         East    Units  Estimated Accuracy
 EQ0070;SPC NM C     -   428,630.      503,070.      MT  (+/- 180 meters Scaled)
 EQ0070
 EQ0070                          SUPERSEDED SURVEY CONTROL
 EQ0070
 EQ0070  NGVD 29 (??/??/92) 2040.800  (m)         6695.52   (f) ADJ UNCH    2 0
 EQ0070
 EQ0070.Superseded values are not recommended for survey control.
 EQ0070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0070.See file dsdata.txt to determine how the superseded data were derived.
 EQ0070
 EQ0070_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU888587(NAD 83)
 EQ0070_MARKER: DD = SURVEY DISK
 EQ0070_SETTING: 66 = SET IN ROCK OUTCROP
 EQ0070_SP_SET: ROCK
 EQ0070_STAMPING: K 135, 1935
 EQ0070_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EQ0070+STABILITY: POSITION/ELEVATION WELL
 EQ0070
 EQ0070  HISTORY     - Date     Condition        Report By
 EQ0070  HISTORY     - 1935     MONUMENTED       USFS
 EQ0070  HISTORY     - 1935     GOOD             NGS
 EQ0070
 EQ0070                          STATION DESCRIPTION
 EQ0070
 EQ0070'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 EQ0070'2.2 MI S FROM CHILILI.
 EQ0070'2.2 MI. S. OF CHURCH ALONG ROAD TO TAJIQU AT S. END OF CUT AND AT
 EQ0070'MIDDLE OF CURVE, ABOUT 39 FT. W. OF THE CENTER LINE OF THE ROAD, 4 FT.
 EQ0070'ABOVE THE ROAD SURFACE AND SET ON ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0512 ***********************************************************************
 FO0512  DESIGNATION -  K 137
 FO0512  PID         -  FO0512
 FO0512  STATE/COUNTY-  NM/SANDOVAL
 FO0512  USGS QUAD   -  RANCHO DEL CHAPARRAL (1970)
 FO0512
 FO0512                         *CURRENT SURVEY CONTROL
 FO0512  ___________________________________________________________________
 FO0512* NAD 83(1986)-  35 59 42.     (N)    106 47 59.     (W)     SCALED    
 FO0512* NAVD 88     -      2498.761  (meters)    8198.02   (feet)  ADJUSTED  
 FO0512  ___________________________________________________________________
 FO0512  GEOID HEIGHT-         -18.48  (meters)                     GEOID03
 FO0512  DYNAMIC HT  -        2495.184 (meters)    8186.28  (feet)  COMP
 FO0512  MODELED GRAV-     979,110.2   (mgal)                       NAVD 88
 FO0512
 FO0512  VERT ORDER  -  SECOND    CLASS 0
 FO0512
 FO0512.The horizontal coordinates were scaled from a topographic map and have
 FO0512.an estimated accuracy of +/- 6 seconds.
 FO0512
 FO0512.The orthometric height was determined by differential leveling
 FO0512.and adjusted by the National Geodetic Survey in June 1991..
 FO0512
 FO0512.The geoid height was determined by GEOID03.
 FO0512
 FO0512.The dynamic height is computed by dividing the NAVD 88
 FO0512.geopotential number by the normal gravity value computed on the
 FO0512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0512.degrees latitude (g = 980.6199 gals.).
 FO0512
 FO0512.The modeled gravity was interpolated from observed gravity values.
 FO0512
 FO0512;                    North         East    Units  Estimated Accuracy
 FO0512;SPC NM C     -   554,100.      450,440.      MT  (+/- 180 meters Scaled)
 FO0512
 FO0512                          SUPERSEDED SURVEY CONTROL
 FO0512
 FO0512  NGVD 29 (??/??/92) 2497.649  (m)         8194.37   (f) ADJ UNCH    2 0
 FO0512
 FO0512.Superseded values are not recommended for survey control.
 FO0512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0512.See file dsdata.txt to determine how the superseded data were derived.
 FO0512
 FO0512_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV377848(NAD 83)
 FO0512_MARKER: DB = BENCH MARK DISK
 FO0512_SETTING: 80 = SET IN A BOULDER
 FO0512_SP_SET: BOULDER
 FO0512_STAMPING: K 137 1934
 FO0512_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO0512+STABILITY: SURFACE MOTION
 FO0512
 FO0512  HISTORY     - Date     Condition        Report By
 FO0512  HISTORY     - 1934     MONUMENTED       CGS
 FO0512  HISTORY     - 1941     GOOD             NGS
 FO0512  HISTORY     - 1963     MARK NOT FOUND   USGS
 FO0512
 FO0512                          STATION DESCRIPTION
 FO0512
 FO0512'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 FO0512'13.50 MI SE FROM CUBA.
 FO0512'TO REACH BENCH MARK FROM THE POST OFFICE AT CUBA, GO 4.80 MILES
 FO0512'SOUTHEAST ALONG STATE HIGHWAY NO. 126 TO INTERSECTION OF STATE HIGHWAY
 FO0512'NO. 126 AND ROAD LEAD TO SAN PABLO.  THENCE, TURN LEFT (EAST), GO 8.70
 FO0512'MILES SOUTHEASTERLY TO SITE OF BENCH MARK.  BENCH MARK IS NEAR THE
 FO0512'CREST OF A SMALL HILL, ON A HILL SIDE.  142.0 FEET EAST OF A SHARP
 FO0512'CURVE TURNING LEFT.  90.0 FEET NORTH OF A LARGE SUGAR PINE, WITH A
 FO0512'STATE GAME REFUGE SIGN THERON.  81.0 FEET NORTH OF AND APPROXIMATELY
 FO0512'10.0 FEET ABOVE THE CENTERLINE OF THE ROAD.
 FO0512
 FO0512                          STATION RECOVERY (1963)
 FO0512
 FO0512'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 FO0512'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0443 ***********************************************************************
 GM0443  DESIGNATION -  K 138
 GM0443  PID         -  GM0443
 GM0443  STATE/COUNTY-  NM/RIO ARRIBA
 GM0443  USGS QUAD   -  TRUCHAS (1995)
 GM0443
 GM0443                         *CURRENT SURVEY CONTROL
 GM0443  ___________________________________________________________________
 GM0443* NAD 83(1986)-  36 04 25.     (N)    105 47 51.     (W)     SCALED    
 GM0443* NAVD 88     -      2448.133  (meters)    8031.92   (feet)  ADJUSTED  
 GM0443  ___________________________________________________________________
 GM0443  GEOID HEIGHT-         -17.49  (meters)                     GEOID03
 GM0443  DYNAMIC HT  -        2444.635 (meters)    8020.44  (feet)  COMP
 GM0443  MODELED GRAV-     979,114.9   (mgal)                       NAVD 88
 GM0443
 GM0443  VERT ORDER  -  SECOND    CLASS 0
 GM0443
 GM0443.The horizontal coordinates were scaled from a topographic map and have
 GM0443.an estimated accuracy of +/- 6 seconds.
 GM0443
 GM0443.The orthometric height was determined by differential leveling
 GM0443.and adjusted by the National Geodetic Survey in June 1991..
 GM0443
 GM0443.The geoid height was determined by GEOID03.
 GM0443
 GM0443.The dynamic height is computed by dividing the NAVD 88
 GM0443.geopotential number by the normal gravity value computed on the
 GM0443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GM0443.degrees latitude (g = 980.6199 gals.).
 GM0443
 GM0443.The modeled gravity was interpolated from observed gravity values.
 GM0443
 GM0443;                    North         East    Units  Estimated Accuracy
 GM0443;SPC NM C     -   562,780.      540,760.      MT  (+/- 180 meters Scaled)
 GM0443
 GM0443                          SUPERSEDED SURVEY CONTROL
 GM0443
 GM0443  NGVD 29 (??/??/92) 2446.958  (m)         8028.06   (f) ADJ UNCH    2 0
 GM0443
 GM0443.Superseded values are not recommended for survey control.
 GM0443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0443.See file dsdata.txt to determine how the superseded data were derived.
 GM0443
 GM0443_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV281924(NAD 83)
 GM0443_MARKER: DB = BENCH MARK DISK
 GM0443_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GM0443_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GM0443_STAMPING: K 138 1934
 GM0443_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GM0443+STABILITY: SURFACE MOTION
 GM0443
 GM0443  HISTORY     - Date     Condition        Report By
 GM0443  HISTORY     - 1934     MONUMENTED       CGS
 GM0443  HISTORY     - 1940     GOOD             NGS
 GM0443
 GM0443                          STATION DESCRIPTION
 GM0443
 GM0443'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 GM0443'2.5 MI N FROM TRUCHAS.
 GM0443'TO REACH FROM TRUCHAS, PROCEED NORTHWARD INTO AND ACROSS TRUCHAS
 GM0443'CANYON AND UP LONG STEEP GRADE ON ROAD TOWARDS LAS TRAMPAS, GO 2.8
 GM0443'MILES.  BENCH MARK IS IN A LARGE CLEARING AT INTERSECTION OF ROAD AND
 GM0443'A SIDE ROAD TO THE WEST.  89 FEET SOUTH OF INTERSECTION OF THE ROADS.
 GM0443'26 FEET WEST OF CENTER LINE OF THE MAIN ROAD.  25 FEET EAST OF CENTER
 GM0443'LINE OF THE SIDE ROAD.  3.0 FEET SOUTH OF A 4 X 4 INCH WHITE WOODEN
 GM0443'POST PROJECTING 2.0 FEET.  MONUMENT PROJECTS 0.2 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0032 ***********************************************************************
 GN0032  DESIGNATION -  K 139
 GN0032  PID         -  GN0032
 GN0032  STATE/COUNTY-  NM/RIO ARRIBA
 GN0032  USGS QUAD   -  BURNED MOUNTAIN (1995)
 GN0032
 GN0032                         *CURRENT SURVEY CONTROL
 GN0032  ___________________________________________________________________
 GN0032* NAD 83(1986)-  36 42 07.     (N)    106 08 46.     (W)     SCALED    
 GN0032* NAVD 88     -      2649.222  (meters)    8691.66   (feet)  ADJUSTED  
 GN0032  ___________________________________________________________________
 GN0032  GEOID HEIGHT-         -16.56  (meters)                     GEOID03
 GN0032  DYNAMIC HT  -        2645.480 (meters)    8679.38  (feet)  COMP
 GN0032  MODELED GRAV-     979,122.6   (mgal)                       NAVD 88
 GN0032
 GN0032  VERT ORDER  -  SECOND    CLASS 0
 GN0032
 GN0032.The horizontal coordinates were scaled from a topographic map and have
 GN0032.an estimated accuracy of +/- 6 seconds.
 GN0032
 GN0032.The orthometric height was determined by differential leveling
 GN0032.and adjusted by the National Geodetic Survey in June 1991..
 GN0032
 GN0032.The geoid height was determined by GEOID03.
 GN0032
 GN0032.The dynamic height is computed by dividing the NAVD 88
 GN0032.geopotential number by the normal gravity value computed on the
 GN0032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GN0032.degrees latitude (g = 980.6199 gals.).
 GN0032
 GN0032.The modeled gravity was interpolated from observed gravity values.
 GN0032
 GN0032;                    North         East    Units  Estimated Accuracy
 GN0032;SPC NM C     -   632,400.      509,280.      MT  (+/- 180 meters Scaled)
 GN0032
 GN0032                          SUPERSEDED SURVEY CONTROL
 GN0032
 GN0032  NGVD 29 (??/??/92) 2647.887  (m)         8687.28   (f) ADJ UNCH    2 0
 GN0032
 GN0032.Superseded values are not recommended for survey control.
 GN0032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0032.See file dsdata.txt to determine how the superseded data were derived.
 GN0032
 GN0032_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCA976624(NAD 83)
 GN0032_MARKER: DD = SURVEY DISK
 GN0032_SETTING: 80 = SET IN A BOULDER
 GN0032_STAMPING: K 139 1935
 GN0032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GN0032+STABILITY: SURFACE MOTION
 GN0032
 GN0032  HISTORY     - Date     Condition        Report By
 GN0032  HISTORY     - 1935     MONUMENTED       USFS
 GN0032  HISTORY     - 1940     GOOD             NGS
 GN0032
 GN0032                          STATION DESCRIPTION
 GN0032
 GN0032'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 GN0032'23.3 MI N FROM VALLECITOS.
 GN0032'23.3 MILES NORTH OF POST OFFICE IN VALLECITOS TO REACH FROM THE POST
 GN0032'OFFICE IN VALLECITOS, PROCEED NORTHWARD ON ROAD TOWARDS TUSAS AND SAN
 GN0032'ANTONE RANGER STATION, GO 23.3 MILES.  BENCH MARK IS ON THE EAST SIDE
 GN0032'OF A SLOPE.  180 YARDS NORTHEAST OF A SAW MILL.  38 FEET NORTH OF
 GN0032'CENTER LINE OF THE ROAD.  12 FEET ABOVE ROAD LEVEL.  SET FLUSH AND
 GN0032'HORIZONTALLY IN BOULDER WHICH PROJECTS ABOUT 1.8 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0670 ***********************************************************************
 FM0670  DESIGNATION -  K 14
 FM0670  PID         -  FM0670
 FM0670  STATE/COUNTY-  NM/SAN MIGUEL
 FM0670  USGS QUAD   -  MEDINA MESA (1968)
 FM0670
 FM0670                         *CURRENT SURVEY CONTROL
 FM0670  ___________________________________________________________________
 FM0670* NAD 83(1986)-  35 26 39.     (N)    103 47 31.     (W)     SCALED    
 FM0670* NAVD 88     -      1296.668  (meters)    4254.15   (feet)  ADJUSTED  
 FM0670  ___________________________________________________________________
 FM0670  GEOID HEIGHT-         -22.55  (meters)                     GEOID03
 FM0670  DYNAMIC HT  -        1295.073 (meters)    4248.92  (feet)  COMP
 FM0670  MODELED GRAV-     979,358.8   (mgal)                       NAVD 88
 FM0670
 FM0670  VERT ORDER  -  THIRD
 FM0670
 FM0670.The horizontal coordinates were scaled from a topographic map and have
 FM0670.an estimated accuracy of +/- 6 seconds.
 FM0670
 FM0670.The orthometric height was determined by differential leveling
 FM0670.and adjusted by the National Geodetic Survey in June 1991..
 FM0670
 FM0670.The geoid height was determined by GEOID03.
 FM0670
 FM0670.The dynamic height is computed by dividing the NAVD 88
 FM0670.geopotential number by the normal gravity value computed on the
 FM0670.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0670.degrees latitude (g = 980.6199 gals.).
 FM0670
 FM0670.The modeled gravity was interpolated from observed gravity values.
 FM0670
 FM0670;                    North         East    Units  Estimated Accuracy
 FM0670;SPC NM E     -   492,990.      214,150.      MT  (+/- 180 meters Scaled)
 FM0670
 FM0670                          SUPERSEDED SURVEY CONTROL
 FM0670
 FM0670  NGVD 29 (??/??/92) 1296.055  (m)         4252.14   (f) ADJ UNCH    3 0
 FM0670
 FM0670.Superseded values are not recommended for survey control.
 FM0670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0670.See file dsdata.txt to determine how the superseded data were derived.
 FM0670
 FM0670_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFV096229(NAD 83)
 FM0670_MARKER: DB = BENCH MARK DISK
 FM0670_SETTING: 66 = SET IN ROCK OUTCROP
 FM0670_SP_SET: ROCK LEDGE
 FM0670_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FM0670+STABILITY: POSITION/ELEVATION WELL
 FM0670
 FM0670  HISTORY     - Date     Condition        Report By
 FM0670  HISTORY     - UNK      MONUMENTED       CGS
 FM0670  HISTORY     - 1927     GOOD             NGS
 FM0670  HISTORY     - 1934     GOOD             NGS
 FM0670
 FM0670                          STATION DESCRIPTION
 FM0670
 FM0670'DESCRIBED BY NATIONAL GEODETIC SURVEY 1927
 FM0670'25.5 MI NW FROM LOGAN.
 FM0670'25.5 MILES NORTHWEST BY ROAD 2.9 MILES WEST OF EAST ENTRANCE TO THE
 FM0670'DAN TRIGG RANCH, ON THE TRIGG RANCHES ROAD, 1.3 MILES BY ROAD EAST OF
 FM0670'ATARQUE RY. SIDING.  SET IN ROCK LEDGE 139 FT. SOUTH OF ROAD AND 2.5
 FM0670'FT. ABOVE THE LEVEL OF THE OLD ROAD BED.  ROCK LEDGE IS ABOUT 25X10
 FM0670'FT. AND MARK IS NEAR THE NORTH END.
 FM0670
 FM0670                          STATION RECOVERY (1934)
 FM0670
 FM0670'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 FM0670'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0769 ***********************************************************************
 FO0769  DESIGNATION -  K 140
 FO0769  PID         -  FO0769
 FO0769  STATE/COUNTY-  NM/CIBOLA
 FO0769  USGS QUAD   -  SAN MATEO (1995)
 FO0769
 FO0769                         *CURRENT SURVEY CONTROL
 FO0769  ___________________________________________________________________
 FO0769* NAD 83(1986)-  35 20 16.     (N)    107 42 38.     (W)     SCALED    
 FO0769* NAVD 88     -      2131.286  (meters)    6992.39   (feet)  ADJUSTED  
 FO0769  ___________________________________________________________________
 FO0769  GEOID HEIGHT-         -20.24  (meters)                     GEOID03
 FO0769  DYNAMIC HT  -        2128.207 (meters)    6982.29  (feet)  COMP
 FO0769  MODELED GRAV-     979,112.7   (mgal)                       NAVD 88
 FO0769
 FO0769  VERT ORDER  -  SECOND    CLASS 0
 FO0769
 FO0769.The horizontal coordinates were scaled from a topographic map and have
 FO0769.an estimated accuracy of +/- 6 seconds.
 FO0769
 FO0769.The orthometric height was determined by differential leveling
 FO0769.and adjusted by the National Geodetic Survey in June 1991..
 FO0769
 FO0769.The geoid height was determined by GEOID03.
 FO0769
 FO0769.The dynamic height is computed by dividing the NAVD 88
 FO0769.geopotential number by the normal gravity value computed on the
 FO0769.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0769.degrees latitude (g = 980.6199 gals.).
 FO0769
 FO0769.The modeled gravity was interpolated from observed gravity values.
 FO0769
 FO0769;                    North         East    Units  Estimated Accuracy
 FO0769;SPC NM W     -   481,060.      841,160.      MT  (+/- 180 meters Scaled)
 FO0769
 FO0769                          SUPERSEDED SURVEY CONTROL
 FO0769
 FO0769  NGVD 29 (??/??/92) 2130.157  (m)         6988.69   (f) ADJ UNCH    2 0
 FO0769
 FO0769.Superseded values are not recommended for survey control.
 FO0769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0769.See file dsdata.txt to determine how the superseded data were derived.
 FO0769
 FO0769_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBV536138(NAD 83)
 FO0769_MARKER: DD = SURVEY DISK
 FO0769_SETTING: 80 = SET IN A BOULDER
 FO0769_STAMPING: K 140 1935
 FO0769_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO0769+STABILITY: SURFACE MOTION
 FO0769
 FO0769  HISTORY     - Date     Condition        Report By
 FO0769  HISTORY     - 1935     MONUMENTED       USFS
 FO0769  HISTORY     - 1941     GOOD             NGS
 FO0769
 FO0769                          STATION DESCRIPTION
 FO0769
 FO0769'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 FO0769'3.4 MI W FROM SAN MATEO.
 FO0769'TO REACH FROM THE POST OFFICE AT SAN MATEO-- GO 3.4 MILES WESTERLY
 FO0769'ALONG THE ROAD TO GRANTS TO THE SITE OF BENCH MARK.  BENCH MARK IS
 FO0769'ABOUT 0.1 MILE WEST OF A SHARP CURVE IN ROAD, 69.0 FEET NORTH OF AND
 FO0769'ABOUT 8.0 FEET ABOVE THE CENTERLINE OF THE ROAD.  IT IS SET
 FO0769'HORIZONTALLY IN THE TOP OF A LARGE SANDSTONE BOULDER PROJECTING 6.3
 FO0769'FEET AT THE SOUTHWEST CORNER OF SEVERAL LARGE BOULDERS AT THE BASE OF
 FO0769'CLIFF.  IT IS 43.0 FEET NORTH OF A FENCE.  A STD. U.S.F.S. DISK SET IN
 FO0769'DRILL HOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0059 ***********************************************************************
 GN0059  DESIGNATION -  K 141
 GN0059  PID         -  GN0059
 GN0059  STATE/COUNTY-  NM/RIO ARRIBA
 GN0059  USGS QUAD   -  MULE CANYON (1995)
 GN0059
 GN0059                         *CURRENT SURVEY CONTROL
 GN0059  ___________________________________________________________________
 GN0059* NAD 83(1986)-  36 39 00.     (N)    106 02 39.     (W)     SCALED    
 GN0059* NAVD 88     -      2622.840  (meters)    8605.10   (feet)  ADJUSTED  
 GN0059  ___________________________________________________________________
 GN0059  GEOID HEIGHT-         -16.95  (meters)                     GEOID03
 GN0059  DYNAMIC HT  -        2619.108 (meters)    8592.86  (feet)  COMP
 GN0059  MODELED GRAV-     979,113.7   (mgal)                       NAVD 88
 GN0059
 GN0059  VERT ORDER  -  SECOND    CLASS 0
 GN0059
 GN0059.The horizontal coordinates were scaled from a topographic map and have
 GN0059.an estimated accuracy of +/- 6 seconds.
 GN0059
 GN0059.The orthometric height was determined by differential leveling
 GN0059.and adjusted by the National Geodetic Survey in June 1991..
 GN0059
 GN0059.The geoid height was determined by GEOID03.
 GN0059
 GN0059.The dynamic height is computed by dividing the NAVD 88
 GN0059.geopotential number by the normal gravity value computed on the
 GN0059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GN0059.degrees latitude (g = 980.6199 gals.).
 GN0059
 GN0059.The modeled gravity was interpolated from observed gravity values.
 GN0059
 GN0059;                    North         East    Units  Estimated Accuracy
 GN0059;SPC NM C     -   626,650.      518,400.      MT  (+/- 180 meters Scaled)
 GN0059
 GN0059                          SUPERSEDED SURVEY CONTROL
 GN0059
 GN0059  NGVD 29 (??/??/92) 2621.500  (m)         8600.70   (f) ADJ UNCH    2 0
 GN0059
 GN0059.Superseded values are not recommended for survey control.
 GN0059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0059.See file dsdata.txt to determine how the superseded data were derived.
 GN0059
 GN0059_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDA066565(NAD 83)
 GN0059_MARKER: DD = SURVEY DISK
 GN0059_SETTING: 80 = SET IN A BOULDER
 GN0059_STAMPING: K 141 1935
 GN0059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GN0059+STABILITY: SURFACE MOTION
 GN0059
 GN0059  HISTORY     - Date     Condition        Report By
 GN0059  HISTORY     - 1935     MONUMENTED       USFS
 GN0059  HISTORY     - 1940     GOOD             NGS
 GN0059
 GN0059                          STATION DESCRIPTION
 GN0059
 GN0059'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 GN0059'5.3 MI W FROM TRES PIEDRAS.
 GN0059'5.3 MILES WEST OF THE RAILROAD STATION IN TRES PIEDRAS TO REACH FROM
 GN0059'THE DENVER AND RIO GRANDE WESTERN RAILROAD STATION IN TRES PIEDRAS,
 GN0059'PROCEED WEST ON GRAVELED ROAD, GO 0.2 MILE.  TURN RIGHT (NORTH) ONTO
 GN0059'STATE HIGHWAY NO. 74, GO 0.3 MILE.  TURN LEFT (WEST) ONTO GRADED ROAD
 GN0059'LEADING TOWARDS TUSAS, GO 4.8 MILES.  BENCH MARK IS ON A STEEP SLOPE.
 GN0059'45 FEET NORTH OF CENTER LINE OF THE ROAD.  ABOUT 15 FEET ABOVE ROAD
 GN0059'LEVEL.  SET FLUSH AND HORIZONTALLY IN A LARGE RED BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0754 ***********************************************************************
 CX0754  DESIGNATION -  K 142
 CX0754  PID         -  CX0754
 CX0754  STATE/COUNTY-  NM/DONA ANA
 CX0754  USGS QUAD   -  AFTON (1978)
 CX0754
 CX0754                         *CURRENT SURVEY CONTROL
 CX0754  ___________________________________________________________________
 CX0754* NAD 83(1986)-  32 03 00.     (N)    106 54 21.     (W)     SCALED    
 CX0754* NAVD 88     -      1284.295  (meters)    4213.56   (feet)  ADJUSTED  
 CX0754  ___________________________________________________________________
 CX0754  GEOID HEIGHT-         -24.18  (meters)                     GEOID03
 CX0754  DYNAMIC HT  -        1282.351 (meters)    4207.18  (feet)  COMP
 CX0754  MODELED GRAV-     979,080.9   (mgal)                       NAVD 88
 CX0754
 CX0754  VERT ORDER  -  SECOND    CLASS 0
 CX0754
 CX0754.The horizontal coordinates were scaled from a topographic map and have
 CX0754.an estimated accuracy of +/- 6 seconds.
 CX0754
 CX0754.The orthometric height was determined by differential leveling
 CX0754.and adjusted by the National Geodetic Survey in June 1991..
 CX0754
 CX0754.The geoid height was determined by GEOID03.
 CX0754
 CX0754.The dynamic height is computed by dividing the NAVD 88
 CX0754.geopotential number by the normal gravity value computed on the
 CX0754.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0754.degrees latitude (g = 980.6199 gals.).
 CX0754
 CX0754.The modeled gravity was interpolated from observed gravity values.
 CX0754
 CX0754;                    North         East    Units  Estimated Accuracy
 CX0754;SPC NM C     -   116,600.      438,070.      MT  (+/- 180 meters Scaled)
 CX0754
 CX0754                          SUPERSEDED SURVEY CONTROL
 CX0754
 CX0754  NGVD 29 (??/??/92) 1283.701  (m)         4211.61   (f) ADJ UNCH    2 0
 CX0754
 CX0754.Superseded values are not recommended for survey control.
 CX0754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0754.See file dsdata.txt to determine how the superseded data were derived.
 CX0754
 CX0754_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR200475(NAD 83)
 CX0754_MARKER: DB = BENCH MARK DISK
 CX0754_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX0754_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CX0754_STAMPING: K 142 1934
 CX0754_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX0754+STABILITY: SURFACE MOTION
 CX0754
 CX0754  HISTORY     - Date     Condition        Report By
 CX0754  HISTORY     - 1934     MONUMENTED       NMGS
 CX0754  HISTORY     - 1953     GOOD             NGS
 CX0754
 CX0754                          STATION DESCRIPTION
 CX0754
 CX0754'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CX0754'7.55 MI E FROM KENZIN.
 CX0754'7.55 MILES EAST ALONG THE SOUTHERN PACIFIC RAILWAY FROM THE STATION AT
 CX0754'KENZIN, 3.0 MILES EAST OF THE OLD STATION SITE AT AFTON, 95.1 FEET
 CX0754'SOUTHWEST OF THE SOUTHWEST RAIL OF THE TRACK, 38.4 FEET SOUTHWEST OF
 CX0754'MILEPOST 1262, 23 FEET NORTH OF THE CENTER LINE OF A TRAIL ROAD
 CX0754'PARALLELING THE TRACK, 2.2 FEET NORTH OF THE SOUTH RIGHT-OF-WAY FENCE,
 CX0754'1.3 FEET SOUTH OF A REFERENCE POST, AND SET IN THE TOP OF A CONCRETE
 CX0754'POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0280 ***********************************************************************
 CE0280  DESIGNATION -  K 143
 CE0280  PID         -  CE0280
 CE0280  STATE/COUNTY-  NM/DONA ANA
 CE0280  USGS QUAD   -  NORIA (1985)
 CE0280
 CE0280                         *CURRENT SURVEY CONTROL
 CE0280  ___________________________________________________________________
 CE0280* NAD 83(1986)-  31 48 50.     (N)    106 46 40.     (W)     SCALED    
 CE0280* NAVD 88     -      1252.327  (meters)    4108.68   (feet)  ADJUSTED  
 CE0280  ___________________________________________________________________
 CE0280  GEOID HEIGHT-         -24.20  (meters)                     GEOID03
 CE0280  DYNAMIC HT  -        1250.425 (meters)    4102.44  (feet)  COMP
 CE0280  MODELED GRAV-     979,077.3   (mgal)                       NAVD 88
 CE0280
 CE0280  VERT ORDER  -  SECOND    CLASS 0
 CE0280
 CE0280.The horizontal coordinates were scaled from a topographic map and have
 CE0280.an estimated accuracy of +/- 6 seconds.
 CE0280
 CE0280.The orthometric height was determined by differential leveling
 CE0280.and adjusted by the National Geodetic Survey in June 1991..
 CE0280
 CE0280.The geoid height was determined by GEOID03.
 CE0280
 CE0280.The dynamic height is computed by dividing the NAVD 88
 CE0280.geopotential number by the normal gravity value computed on the
 CE0280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0280.degrees latitude (g = 980.6199 gals.).
 CE0280
 CE0280.The modeled gravity was interpolated from observed gravity values.
 CE0280
 CE0280;                    North         East    Units  Estimated Accuracy
 CE0280;SPC NM C     -    90,350.      450,030.      MT  (+/- 180 meters Scaled)
 CE0280
 CE0280                          SUPERSEDED SURVEY CONTROL
 CE0280
 CE0280  NGVD 29 (??/??/92) 1251.767  (m)         4106.84   (f) ADJ UNCH    2 0
 CE0280
 CE0280.Superseded values are not recommended for survey control.
 CE0280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0280.See file dsdata.txt to determine how the superseded data were derived.
 CE0280
 CE0280_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR317211(NAD 83)
 CE0280_MARKER: DB = BENCH MARK DISK
 CE0280_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CE0280_SP_SET: STANDARD CAP
 CE0280_STAMPING: K 143 1935
 CE0280_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CE0280
 CE0280  HISTORY     - Date     Condition        Report By
 CE0280  HISTORY     - 1935     MONUMENTED       CGS
 CE0280  HISTORY     - 1976     GOOD             USGS
 CE0280
 CE0280                          STATION DESCRIPTION
 CE0280
 CE0280'DESCRIBED BY US GEOLOGICAL SURVEY 1976
 CE0280'11.9 MI W FROM EL PASO.
 CE0280'FROM JCT OF I-10 AND MESA ROAD AT NW EDGE OF EL PASO, TRAVEL WEST 3.0
 CE0280'MI TO HWY 273, THENCE N 1.0 MI TO JCT, THENCE 3.5 MI W TO RR, THENCE N
 CE0280'0.9 MI TO JCT, THENCE 11.2 MI W TO NORIA, THENCE 0.1 MI S TO OLD RR,
 CE0280'THENCE E 5.25 MI TO BM.  BM IS 98 FT. N OF ROAD, 2 FT. S OF FENCE,
 CE0280'ABOUT 150 FT. E OF ROAD AT FENCE, A STANDARD CAP SET IN CONCRETE AND
 CE0280'STAMPED K 143 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0490 ***********************************************************************
 DR0490  DESIGNATION -  K 144
 DR0490  PID         -  DR0490
 DR0490  STATE/COUNTY-  NM/LINCOLN
 DR0490  USGS QUAD   -  ARROYO SERRANO WEST (1981)
 DR0490
 DR0490                         *CURRENT SURVEY CONTROL
 DR0490  ___________________________________________________________________
 DR0490* NAD 83(1986)-  33 43 04.     (N)    105 07 48.     (W)     SCALED    
 DR0490* NAVD 88     -      1596.463  (meters)    5237.73   (feet)  ADJUSTED  
 DR0490  ___________________________________________________________________
 DR0490  GEOID HEIGHT-         -21.83  (meters)                     GEOID03
 DR0490  DYNAMIC HT  -        1594.130 (meters)    5230.07  (feet)  COMP
 DR0490  MODELED GRAV-     979,119.3   (mgal)                       NAVD 88
 DR0490
 DR0490  VERT ORDER  -  SECOND    CLASS 0
 DR0490
 DR0490.The horizontal coordinates were scaled from a topographic map and have
 DR0490.an estimated accuracy of +/- 6 seconds.
 DR0490
 DR0490.The orthometric height was determined by differential leveling
 DR0490.and adjusted by the National Geodetic Survey in June 1991..
 DR0490
 DR0490.The geoid height was determined by GEOID03.
 DR0490
 DR0490.The dynamic height is computed by dividing the NAVD 88
 DR0490.geopotential number by the normal gravity value computed on the
 DR0490.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0490.degrees latitude (g = 980.6199 gals.).
 DR0490
 DR0490.The modeled gravity was interpolated from observed gravity values.
 DR0490
 DR0490;                    North         East    Units  Estimated Accuracy
 DR0490;SPC NM C     -   301,920.      603,800.      MT  (+/- 180 meters Scaled)
 DR0490
 DR0490                          SUPERSEDED SURVEY CONTROL
 DR0490
 DR0490  NGVD 29 (??/??/92) 1595.747  (m)         5235.38   (f) ADJ UNCH    2 0
 DR0490
 DR0490.Superseded values are not recommended for survey control.
 DR0490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0490.See file dsdata.txt to determine how the superseded data were derived.
 DR0490
 DR0490_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDT879308(NAD 83)
 DR0490_MARKER: DB = BENCH MARK DISK
 DR0490_SETTING: 66 = SET IN ROCK OUTCROP
 DR0490_SP_SET: SET IN ROCK OUTCROP
 DR0490_STAMPING: K-144 1935
 DR0490_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DR0490+STABILITY: POSITION/ELEVATION WELL
 DR0490
 DR0490  HISTORY     - Date     Condition        Report By
 DR0490  HISTORY     - 1935     MONUMENTED       CGS
 DR0490  HISTORY     - 1939     GOOD             NGS
 DR0490  HISTORY     - 1978     GOOD             USGS
 DR0490
 DR0490                          STATION DESCRIPTION
 DR0490
 DR0490'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DR0490'3.9 MI N FROM PURCELLA SCHOOLHOUSE.
 DR0490'3.9 MI. N. ALONG A DIM ROAD.  72 FT. N. OF THE CENTER LINE OF ROAD, 46
 DR0490'FT. N. OF THE CENTER LINE OF A SMALL DRY WASH RUNNING BETWEEN THE MARK
 DR0490'AND THE ROAD, AND SET IN A STONE OUTCROP, 4 FT. BELOW THE SURFACE OF
 DR0490'THE ROAD.
 DR0490
 DR0490                          STATION RECOVERY (1939)
 DR0490
 DR0490'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1939
 DR0490'RECOVERED IN GOOD CONDITION.
 DR0490
 DR0490                          STATION RECOVERY (1978)
 DR0490
 DR0490'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 DR0490'CAPITAN, 35.7 MI. NE ALONG STATE HWY. 48 FROM THE JCT. WITH U.S. HWY.
 DR0490'380 AT. TO ENTRANCE TO SMOOT RANCH. THENCE 3.8 MILES NORTH ALONG MAIN
 DR0490'PASTURE ROAD ON SMOOT RANCH, PASSING THROUGH GATE AT 1.0 MILE AND
 DR0490'GATE BY CORRALS AT 2.1 MILES, 0.25 MILE WEST OF 1/4 CORNER SECTIONS
 DR0490'11 AND 12, T7S, R18W. 39 FT. N. AND 76 FT. W. AND ABOUT LEVEL WITH
 DR0490'ROAD AT SMALL DRAIN CROSSING, IN ROCK OUTCROPPING, A STANDARD DISK,
 DR0490'STAMPED K 144 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0149 ***********************************************************************
 EP0149  DESIGNATION -  K 145
 EP0149  PID         -  EP0149
 EP0149  STATE/COUNTY-  NM/LINCOLN
 EP0149  USGS QUAD   -  RAMON (1982)
 EP0149
 EP0149                         *CURRENT SURVEY CONTROL
 EP0149  ___________________________________________________________________
 EP0149* NAD 83(1986)-  34 09 22.     (N)    104 58 16.     (W)     SCALED    
 EP0149* NAVD 88     -      1556.366  (meters)    5106.18   (feet)  ADJUSTED  
 EP0149  ___________________________________________________________________
 EP0149  GEOID HEIGHT-         -22.46  (meters)                     GEOID03
 EP0149  DYNAMIC HT  -        1554.152 (meters)    5098.91  (feet)  COMP
 EP0149  MODELED GRAV-     979,158.9   (mgal)                       NAVD 88
 EP0149
 EP0149  VERT ORDER  -  SECOND    CLASS 0
 EP0149
 EP0149.The horizontal coordinates were scaled from a topographic map and have
 EP0149.an estimated accuracy of +/- 6 seconds.
 EP0149
 EP0149.The orthometric height was determined by differential leveling
 EP0149.and adjusted by the National Geodetic Survey in June 1991..
 EP0149
 EP0149.The geoid height was determined by GEOID03.
 EP0149
 EP0149.The dynamic height is computed by dividing the NAVD 88
 EP0149.geopotential number by the normal gravity value computed on the
 EP0149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EP0149.degrees latitude (g = 980.6199 gals.).
 EP0149
 EP0149.The modeled gravity was interpolated from observed gravity values.
 EP0149
 EP0149;                    North         East    Units  Estimated Accuracy
 EP0149;SPC NM C     -   350,710.      617,930.      MT  (+/- 180 meters Scaled)
 EP0149
 EP0149                          SUPERSEDED SURVEY CONTROL
 EP0149
 EP0149  NGVD 29 (??/??/92) 1555.618  (m)         5103.72   (f) ADJ UNCH    2 0
 EP0149
 EP0149.Superseded values are not recommended for survey control.
 EP0149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EP0149.See file dsdata.txt to determine how the superseded data were derived.
 EP0149
 EP0149_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SET026794(NAD 83)
 EP0149_MARKER: DB = BENCH MARK DISK
 EP0149_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EP0149_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EP0149_STAMPING: K 145 1935
 EP0149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EP0149+STABILITY: SURFACE MOTION
 EP0149
 EP0149  HISTORY     - Date     Condition        Report By
 EP0149  HISTORY     - 1935     MONUMENTED       CGS
 EP0149  HISTORY     - 1966     GOOD             USGS
 EP0149
 EP0149                          STATION DESCRIPTION
 EP0149
 EP0149'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 EP0149'6.7 MI SW FROM RAMON.
 EP0149'RAMON, 1.5 MI. W. AND 2.3 MI. SW. OF ALONG GRADED RD. TO A JCT.,
 EP0149'THENCE SOUTH 3.4 MI. ALONG TRACK RD., THENCE 1.3 MI. WEST
 EP0149'CROSS-COUNTRY FOLLOWING N. EDGE OF A GRASSY DRAIN BOTTOM.  RAMON, 8.4
 EP0149'MI. SE. OF ALONG U.S. HWY. 285, THENCE 9.5 MI. WEST ALONG STATE HWY.
 EP0149'42 CROSSING CATTLEGUARD, THENCE N. 350 FT. ALONG FENCE, THENCE ENE.
 EP0149'ABOUT 1.2 MI. CROSS-COUNTRY.  ABOUT 450 YARDS N. OF A FENCE.  NEAR
 EP0149'MIDDLE OF BROAD DRAIN BOTTOM.  550 FT. WEST OF A SMALL EARTH DAM.  A
 EP0149'STANDARD DISK, STAMPED K 145 1935 AND SET IN THE TOP OF A CONCRETE
 EP0149'POST PROJECTING ABOUT FIVE INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0474 ***********************************************************************
 DQ0474  DESIGNATION -  K 147
 DQ0474  PID         -  DQ0474
 DQ0474  STATE/COUNTY-  NM/CHAVES
 DQ0474  USGS QUAD   -  MESCALERO POINT (1973)
 DQ0474
 DQ0474                         *CURRENT SURVEY CONTROL
 DQ0474  ___________________________________________________________________
 DQ0474* NAD 83(1986)-  33 21 37.     (N)    103 46 54.     (W)     SCALED    
 DQ0474* NAVD 88     -      1357.395  (meters)    4453.39   (feet)  ADJUSTED  
 DQ0474  ___________________________________________________________________
 DQ0474  GEOID HEIGHT-         -22.45  (meters)                     GEOID03
 DQ0474  DYNAMIC HT  -        1355.515 (meters)    4447.22  (feet)  COMP
 DQ0474  MODELED GRAV-     979,204.5   (mgal)                       NAVD 88
 DQ0474
 DQ0474  VERT ORDER  -  SECOND    CLASS 0
 DQ0474
 DQ0474.The horizontal coordinates were scaled from a topographic map and have
 DQ0474.an estimated accuracy of +/- 6 seconds.
 DQ0474
 DQ0474.The orthometric height was determined by differential leveling
 DQ0474.and adjusted by the National Geodetic Survey in June 1991..
 DQ0474
 DQ0474.The geoid height was determined by GEOID03.
 DQ0474
 DQ0474.The dynamic height is computed by dividing the NAVD 88
 DQ0474.geopotential number by the normal gravity value computed on the
 DQ0474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0474.degrees latitude (g = 980.6199 gals.).
 DQ0474
 DQ0474.The modeled gravity was interpolated from observed gravity values.
 DQ0474
 DQ0474;                    North         East    Units  Estimated Accuracy
 DQ0474;SPC NM E     -   261,840.      216,340.      MT  (+/- 180 meters Scaled)
 DQ0474
 DQ0474                          SUPERSEDED SURVEY CONTROL
 DQ0474
 DQ0474  NGVD 29 (??/??/92) 1356.859  (m)         4451.63   (f) ADJ UNCH    2 0
 DQ0474
 DQ0474.Superseded values are not recommended for survey control.
 DQ0474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0474.See file dsdata.txt to determine how the superseded data were derived.
 DQ0474
 DQ0474_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFS133918(NAD 83)
 DQ0474_MARKER: DB = BENCH MARK DISK
 DQ0474_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0474_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DQ0474_STAMPING: K 147 1935
 DQ0474_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0474+STABILITY: SURFACE MOTION
 DQ0474
 DQ0474  HISTORY     - Date     Condition        Report By
 DQ0474  HISTORY     - 1935     MONUMENTED       CGS
 DQ0474
 DQ0474                          STATION DESCRIPTION
 DQ0474
 DQ0474'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DQ0474'10.8 MI SW FROM CAPROCK.
 DQ0474'6.9 MI. S. W. ALONG U. S. NO. 380 3.9 MI. SOUTH OF JUNCTION WITH U. S.
 DQ0474'NO. 380, ABOUT 0.7 MI. W. OF A SCHOOL HOUSE, 0.4 MI. W. OF A N. AND S.
 DQ0474'FENCE LINE.  AND 75 FT. S. OF THE CENTER LINE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0444 ***********************************************************************
 DQ0444  DESIGNATION -  K 148
 DQ0444  PID         -  DQ0444
 DQ0444  STATE/COUNTY-  NM/CHAVES
 DQ0444  USGS QUAD   -  CEDAR POINT (1984)
 DQ0444
 DQ0444                         *CURRENT SURVEY CONTROL
 DQ0444  ___________________________________________________________________
 DQ0444* NAD 83(1986)-  33 02 40.     (N)    103 57 57.     (W)     SCALED    
 DQ0444* NAVD 88     -      1185.122  (meters)    3888.19   (feet)  ADJUSTED  
 DQ0444  ___________________________________________________________________
 DQ0444  GEOID HEIGHT-         -22.50  (meters)                     GEOID03
 DQ0444  DYNAMIC HT  -        1183.493 (meters)    3882.84  (feet)  COMP
 DQ0444  MODELED GRAV-     979,221.8   (mgal)                       NAVD 88
 DQ0444
 DQ0444  VERT ORDER  -  SECOND    CLASS 0
 DQ0444
 DQ0444.The horizontal coordinates were scaled from a topographic map and have
 DQ0444.an estimated accuracy of +/- 6 seconds.
 DQ0444
 DQ0444.The orthometric height was determined by differential leveling
 DQ0444.and adjusted by the National Geodetic Survey in June 1991..
 DQ0444
 DQ0444.The geoid height was determined by GEOID03.
 DQ0444
 DQ0444.The dynamic height is computed by dividing the NAVD 88
 DQ0444.geopotential number by the normal gravity value computed on the
 DQ0444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0444.degrees latitude (g = 980.6199 gals.).
 DQ0444
 DQ0444.The modeled gravity was interpolated from observed gravity values.
 DQ0444
 DQ0444;                    North         East    Units  Estimated Accuracy
 DQ0444;SPC NM E     -   226,740.      199,320.      MT  (+/- 180 meters Scaled)
 DQ0444
 DQ0444                          SUPERSEDED SURVEY CONTROL
 DQ0444
 DQ0444  NGVD 29 (??/??/92) 1184.640  (m)         3886.61   (f) ADJ UNCH    2 0
 DQ0444
 DQ0444.Superseded values are not recommended for survey control.
 DQ0444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0444.See file dsdata.txt to determine how the superseded data were derived.
 DQ0444
 DQ0444_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES965566(NAD 83)
 DQ0444_MARKER: DB = BENCH MARK DISK
 DQ0444_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0444_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DQ0444_STAMPING: K 148 1935
 DQ0444_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0444+STABILITY: SURFACE MOTION
 DQ0444
 DQ0444  HISTORY     - Date     Condition        Report By
 DQ0444  HISTORY     - 1935     MONUMENTED       CGS
 DQ0444  HISTORY     - 1973     GOOD             USGS
 DQ0444
 DQ0444                          STATION DESCRIPTION
 DQ0444
 DQ0444'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 DQ0444'22.3 MI NW FROM MALJAMAR.
 DQ0444'IN CHAVES COUNTY, 1.1 MILES NORTHEAST ALONG U.S. HIGHWAY 82, FROM THE
 DQ0444'POST OFFICE AT MALJAMAR, LEA COUNTY, THENCE 11.2 MILES NORTH ALONG
 DQ0444'STATE HIGHWAY 31 TO THE JUNCTION OF STATE HIGHWAY 172, THENCE WEST
 DQ0444'ALONG STATE HIGHWAY 31 FOR 10.0 MILES.  40 FEET NORTH CENTER OF
 DQ0444'HIGHWAY, 15 FEET EAST OF AN ABANDONED DIRT ROAD LEADING NORTH.  A
 DQ0444'STANDARD DISK STAMPED K 148 1935 AND SET IN THE TOP OF A CONCRETE
 DQ0444'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1293 ***********************************************************************
 FO1293  DESIGNATION -  K 15 S
 FO1293  PID         -  FO1293
 FO1293  STATE/COUNTY-  NM/BERNALILLO
 FO1293  USGS QUAD   -  ALBUQUERQUE WEST (1990)
 FO1293
 FO1293                         *CURRENT SURVEY CONTROL
 FO1293  ___________________________________________________________________
 FO1293* NAD 83(1992)-  35 04 22.58308(N)    106 37 51.23592(W)     ADJUSTED  
 FO1293* NAVD 88     -      1560.6    (meters)    5120.     (feet)  VERTCON   
 FO1293  ___________________________________________________________________
 FO1293  LAPLACE CORR-           6.94  (seconds)                    DEFLEC99
 FO1293  GEOID HEIGHT-         -21.25  (meters)                     GEOID03
 FO1293
 FO1293  HORZ ORDER  -  SECOND
 FO1293
 FO1293.The horizontal coordinates were established by classical geodetic methods
 FO1293.and adjusted by the National Geodetic Survey in December 1993..
 FO1293
 FO1293.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1293.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1293
 FO1293.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1293
 FO1293.The geoid height was determined by GEOID03.
 FO1293
 FO1293;                    North         East     Units Scale Factor Converg.
 FO1293;SPC NM C     -   451,731.782   465,262.710   MT  0.99991487   -0 13 07.9
 FO1293;SPC NM C     - 1,482,056.69  1,526,449.41   sFT  0.99991487   -0 13 07.9
 FO1293;UTM  13      - 3,882,348.111   351,303.084   MT  0.99987250   -0 56 14.3
 FO1293
 FO1293!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1293!SPC NM C     -   0.99975843  x   0.99991487  =   0.99967332
 FO1293!UTM  13      -   0.99975843  x   0.99987250  =   0.99963096
 FO1293
 FO1293:                Primary Azimuth Mark                     Grid Az
 FO1293:SPC NM C     -  NATIONAL                                 312 05 18.3
 FO1293:UTM  13      -  NATIONAL                                 312 48 24.7
 FO1293
 FO1293|---------------------------------------------------------------------|
 FO1293| PID    Reference Object                     Distance      Geod. Az  |
 FO1293|                                                           dddmmss.s |
 FO1293| FO1346 NATIONAL                            APPROX. 2.6 KM 3115210.4 |
 FO1293|---------------------------------------------------------------------|
 FO1293
 FO1293                          SUPERSEDED SURVEY CONTROL
 FO1293
 FO1293  NAD 83(1986)-  35 04 22.58863(N)    106 37 51.23712(W) AD(       ) 2
 FO1293  NAD 27      -  35 04 22.41975(N)    106 37 49.14696(W) AD(       ) 2
 FO1293  NGVD 29 (07/19/86) 1559.8    (m)         5117.     (f) VERT ANG       
 FO1293
 FO1293.Superseded values are not recommended for survey control.
 FO1293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1293.See file dsdata.txt to determine how the superseded data were derived.
 FO1293
 FO1293_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU5130382348(NAD 83)
 FO1293_MARKER: DD = SURVEY DISK
 FO1293_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FO1293_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FO1293_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO1293+STABILITY: SURFACE MOTION
 FO1293
 FO1293  HISTORY     - Date     Condition        Report By
 FO1293  HISTORY     - 1969     MONUMENTED       NM0030
 FO1293  HISTORY     - 20040916 MARK NOT FOUND   GEOCAC
 FO1293
 FO1293                          STATION DESCRIPTION
 FO1293
 FO1293'DESCRIBED BY CITY OF ALBUQUERQUE NEW MEXICO 1969 (LJU)
 FO1293'STATION IS LOCATED 1.5 MILES S.E. OF DOWNTOWN ALBUQUERQUE,
 FO1293'0.7 MILE SOUTH OF U.S. HIGHWAY 66, AND ABOUT 0.5 MILES EAST
 FO1293'OF INTERSTATE 25.
 FO1293'
 FO1293'TO REACH STATION FROM THE INTERCHANGE AT I-025 AND STADIUM
 FO1293'BLVD., GO EAST ON STADIUM BLVD. FOR 0.5 MILES TO UNIVERSITY
 FO1293'BLVD., TURN LEFT, NORTH, FOR 0.25 MILES TO POWER LINE CROSSING
 FO1293'UNIVERSITY BLVD. IN A EAST-WEST DIRECTION.  MONUMENT IS LOCATED
 FO1293'200 FT WEST OF UNIVERSITY BLVD., 130 FT WEST POWER POLE 1530,
 FO1293'UNDER POWER LINE AND MIDWAY BETWEEN POLE 1530 AND POLE 1500.
 FO1293'
 FO1293'STATION IS MARKED BY A BRASS CAP SET IN CONCRETE CYLINDER AND IS
 FO1293'STAMPED K-15-S 1/4 CORNER SEC. SEC. 21, SEC. 28, BD. OF ED. AND
 FO1293'IS FLUSH WITH GROUND.
 FO1293'
 FO1293'1-M 15 IS A BRASS CAP SET IN CONCRETE BLOCK STAMPED CITY OF
 FO1293'ALBUQUERQUE ELVE. -- 1-M 15 LOCATED 100 FT SOUTH OF SAN JOSE
 FO1293'AVE. ON THE WEST SIDE OF MAPLE ST., 0.5 FT WEST OF THE WEST
 FO1293'CONCRETE CURB ON MAPLE ST.  MONUMENT IS ON THE KIRTLAND
 FO1293'PARK AND ABOUT 4 IN BELOW THE TOP OF THE CONCRETE CURB.
 FO1293'
 FO1293'NATIONAL IS A USC AND GS DISK ON TOP OF ROOF ON THE NATIONAL
 FO1293'BLDG. IN DOWNTOWN ALBUQUERQUE AND IS LOCATED ON THE N.E. CORNER
 FO1293'OF THE BLDG.
 FO1293'
 FO1293'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 FO1293
 FO1293                          STATION RECOVERY (2004)
 FO1293
 FO1293'RECOVERY NOTE BY GEOCACHING 2004 (BMC)
 FO1293'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0514 ***********************************************************************
 DQ0514  DESIGNATION -  K 150
 DQ0514  PID         -  DQ0514
 DQ0514  STATE/COUNTY-  NM/LEA
 DQ0514  USGS QUAD   -  COOPER-GOOD RANCH (1973)
 DQ0514
 DQ0514                         *CURRENT SURVEY CONTROL
 DQ0514  ___________________________________________________________________
 DQ0514* NAD 83(1986)-  33 09 49.     (N)    103 42 28.     (W)     SCALED    
 DQ0514* NAVD 88     -      1317.577  (meters)    4322.75   (feet)  ADJUSTED  
 DQ0514  ___________________________________________________________________
 DQ0514  GEOID HEIGHT-         -22.13  (meters)                     GEOID03
 DQ0514  DYNAMIC HT  -        1315.745 (meters)    4316.74  (feet)  COMP
 DQ0514  MODELED GRAV-     979,200.3   (mgal)                       NAVD 88
 DQ0514
 DQ0514  VERT ORDER  -  SECOND    CLASS 0
 DQ0514
 DQ0514.The horizontal coordinates were scaled from a topographic map and have
 DQ0514.an estimated accuracy of +/- 6 seconds.
 DQ0514
 DQ0514.The orthometric height was determined by differential leveling
 DQ0514.and adjusted by the National Geodetic Survey in June 1991..
 DQ0514
 DQ0514.The geoid height was determined by GEOID03.
 DQ0514
 DQ0514.The dynamic height is computed by dividing the NAVD 88
 DQ0514.geopotential number by the normal gravity value computed on the
 DQ0514.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0514.degrees latitude (g = 980.6199 gals.).
 DQ0514
 DQ0514.The modeled gravity was interpolated from observed gravity values.
 DQ0514
 DQ0514;                    North         East    Units  Estimated Accuracy
 DQ0514;SPC NM E     -   240,070.      223,350.      MT  (+/- 180 meters Scaled)
 DQ0514
 DQ0514                          SUPERSEDED SURVEY CONTROL
 DQ0514
 DQ0514  NGVD 29 (??/??/92) 1317.057  (m)         4321.04   (f) ADJ UNCH    2 0
 DQ0514
 DQ0514.Superseded values are not recommended for survey control.
 DQ0514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0514.See file dsdata.txt to determine how the superseded data were derived.
 DQ0514
 DQ0514_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFS204701(NAD 83)
 DQ0514_MARKER: DB = BENCH MARK DISK
 DQ0514_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0514_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DQ0514_STAMPING: K 150 1935
 DQ0514_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0514+STABILITY: SURFACE MOTION
 DQ0514
 DQ0514  HISTORY     - Date     Condition        Report By
 DQ0514  HISTORY     - 1935     MONUMENTED       CGS
 DQ0514  HISTORY     - 1973     MARK NOT FOUND   USGS
 DQ0514
 DQ0514                          STATION DESCRIPTION
 DQ0514
 DQ0514'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DQ0514'27.7 MI NE FROM MALJAMAR.
 DQ0514'20.7 MI N ALONG STATE HWYS NO. 83, NO. 31, CAPROCK-MALJAMAR ROAD
 DQ0514'THENCE 7.0 MI E ALONG A DIRT ROAD.  ON A FARM ROAD, 1 MI. S. W. OF A
 DQ0514'RANCH HOUSE, 35 FT. W. OF THE CENTER LINE OF THE ROAD.
 DQ0514
 DQ0514                          STATION RECOVERY (1973)
 DQ0514
 DQ0514'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 DQ0514'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0443 ***********************************************************************
 CV0443  DESIGNATION -  K 151
 CV0443  PID         -  CV0443
 CV0443  STATE/COUNTY-  NM/LEA
 CV0443  USGS QUAD   -  BUCKEYE (1985)
 CV0443
 CV0443                         *CURRENT SURVEY CONTROL
 CV0443  ___________________________________________________________________
 CV0443* NAD 83(1992)-  32 50 03.22878(N)    103 31 21.23043(W)     ADJUSTED  
 CV0443* NAVD 88     -      1225.029  (meters)    4019.12   (feet)  ADJUSTED  
 CV0443  ___________________________________________________________________
 CV0443  LAPLACE CORR-           1.72  (seconds)                    DEFLEC99
 CV0443  GEOID HEIGHT-         -21.93  (meters)                     GEOID03
 CV0443  DYNAMIC HT  -        1223.336 (meters)    4013.56  (feet)  COMP
 CV0443  MODELED GRAV-     979,213.0   (mgal)                       NAVD 88
 CV0443
 CV0443  HORZ ORDER  -  SECOND
 CV0443  VERT ORDER  -  SECOND    CLASS 0
 CV0443
 CV0443.The horizontal coordinates were established by classical geodetic methods
 CV0443.and adjusted by the National Geodetic Survey in December 1993..
 CV0443.No horizontal observational check was made to the station.
 CV0443
 CV0443.The orthometric height was determined by differential leveling
 CV0443.and adjusted by the National Geodetic Survey in June 1991..
 CV0443
 CV0443.The Laplace correction was computed from DEFLEC99 derived deflections.
 CV0443
 CV0443.The geoid height was determined by GEOID03.
 CV0443
 CV0443.The dynamic height is computed by dividing the NAVD 88
 CV0443.geopotential number by the normal gravity value computed on the
 CV0443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0443.degrees latitude (g = 980.6199 gals.).
 CV0443
 CV0443.The modeled gravity was interpolated from observed gravity values.
 CV0443
 CV0443;                    North         East     Units Scale Factor Converg.
 CV0443;SPC NM E     -   203,662.070   240,904.523   MT  0.99998011   +0 26 22.7
 CV0443;SPC NM E     -   668,181.31    790,367.59   sFT  0.99998011   +0 26 22.7
 CV0443;UTM  13      - 3,633,876.744   638,279.793   MT  0.99983577   +0 48 04.3
 CV0443
 CV0443!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CV0443!SPC NM E     -   0.99981114  x   0.99998011  =   0.99979126
 CV0443!UTM  13      -   0.99981114  x   0.99983577  =   0.99964695
 CV0443
 CV0443                          SUPERSEDED SURVEY CONTROL
 CV0443
 CV0443  NAD 83(1986)-  32 50 03.24349(N)    103 31 21.22517(W) AD(       ) 2
 CV0443  NAD 27      -  32 50 02.79519(N)    103 31 19.42999(W) AD(       ) 2
 CV0443  NGVD 29 (??/??/92) 1224.561  (m)         4017.58   (f) ADJ UNCH    2 0
 CV0443
 CV0443.Superseded values are not recommended for survey control.
 CV0443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0443.See file dsdata.txt to determine how the superseded data were derived.
 CV0443
 CV0443_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFS3828033877(NAD 83)
 CV0443_MARKER: DB = BENCH MARK DISK
 CV0443_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0443_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CV0443_STAMPING: K 151 1935
 CV0443_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CV0443+STABILITY: SURFACE MOTION
 CV0443
 CV0443  HISTORY     - Date     Condition        Report By
 CV0443  HISTORY     - 1935     MONUMENTED       CGS
 CV0443  HISTORY     - 1962     GOOD             USGS
 CV0443  HISTORY     - 1975     GOOD             NGS
 CV0443
 CV0443                          STATION DESCRIPTION
 CV0443
 CV0443'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 CV0443'15.8 MI SW FROM LOVINGTON.
 CV0443'7.1 MILES WEST ALONG STATE HIGHWAY 83 FROM LOVINGTON, LEA COUNTY,
 CV0443'THENCE 7.7 MILES S. ALONG STATE HIGHWAY NO. 8, THENCE W. 1.0 MILE
 CV0443'ALONG DIRT ROAD.  720 FT. NW OF OIL WALL STATE BRIDGES NO. 59, 300 FT.
 CV0443'S. OF OIL WELL STATE BRIDGES NO. 1, AND 400 FT. SW OF ROAD.  A
 CV0443'STANDARD DISK, STAMPED K 151 1935 AND SET IN THE TOP OF A CONCRETE
 CV0443'POST.
 CV0443
 CV0443                          STATION RECOVERY (1975)
 CV0443
 CV0443'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 CV0443'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0533 ***********************************************************************
 DQ0533  DESIGNATION -  K 152
 DQ0533  PID         -  DQ0533
 DQ0533  STATE/COUNTY-  NM/LEA
 DQ0533  USGS QUAD   -  COOPER-GOOD RANCH (1973)
 DQ0533
 DQ0533                         *CURRENT SURVEY CONTROL
 DQ0533  ___________________________________________________________________
 DQ0533* NAD 83(1986)-  33 11 00.     (N)    103 37 41.     (W)     SCALED    
 DQ0533* NAVD 88     -      1297.761  (meters)    4257.74   (feet)  ADJUSTED  
 DQ0533  ___________________________________________________________________
 DQ0533  GEOID HEIGHT-         -22.07  (meters)                     GEOID03
 DQ0533  DYNAMIC HT  -        1295.967 (meters)    4251.85  (feet)  COMP
 DQ0533  MODELED GRAV-     979,208.7   (mgal)                       NAVD 88
 DQ0533
 DQ0533  VERT ORDER  -  SECOND    CLASS 0
 DQ0533
 DQ0533.The horizontal coordinates were scaled from a topographic map and have
 DQ0533.an estimated accuracy of +/- 6 seconds.
 DQ0533
 DQ0533.The orthometric height was determined by differential leveling
 DQ0533.and adjusted by the National Geodetic Survey in June 1991..
 DQ0533
 DQ0533.The geoid height was determined by GEOID03.
 DQ0533
 DQ0533.The dynamic height is computed by dividing the NAVD 88
 DQ0533.geopotential number by the normal gravity value computed on the
 DQ0533.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0533.degrees latitude (g = 980.6199 gals.).
 DQ0533
 DQ0533.The modeled gravity was interpolated from observed gravity values.
 DQ0533
 DQ0533;                    North         East    Units  Estimated Accuracy
 DQ0533;SPC NM E     -   242,310.      230,770.      MT  (+/- 180 meters Scaled)
 DQ0533
 DQ0533                          SUPERSEDED SURVEY CONTROL
 DQ0533
 DQ0533  NGVD 29 (??/??/92) 1297.256  (m)         4256.08   (f) ADJ UNCH    2 0
 DQ0533
 DQ0533.Superseded values are not recommended for survey control.
 DQ0533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0533.See file dsdata.txt to determine how the superseded data were derived.
 DQ0533
 DQ0533_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFS279724(NAD 83)
 DQ0533_MARKER: DB = BENCH MARK DISK
 DQ0533_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0533_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DQ0533_STAMPING: K 152 1935
 DQ0533_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0533+STABILITY: SURFACE MOTION
 DQ0533
 DQ0533  HISTORY     - Date     Condition        Report By
 DQ0533  HISTORY     - 1935     MONUMENTED       CGS
 DQ0533  HISTORY     - 1973     GOOD             USGS
 DQ0533
 DQ0533                          STATION DESCRIPTION
 DQ0533
 DQ0533'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 DQ0533'31.1 MI NW FROM LOVINGTON.
 DQ0533'11.1 MILES WEST ALONG U.S. HIGHWAY 82 FROM LOVINGTON, LEA COUNTY,
 DQ0533'THENCE 18 MILES NORTH ALONG STATE HIGHWAY 457, THENCE 1 MILE WEST
 DQ0533'ALONG A GRADED ROAD, THENCE 1 MILE NORTH.  ABOUT 400 FEET SOUTH OF THE
 DQ0533'CORNER COMMON TO SECTIONS 17, 16, 20 AND 21, T13S, R33E, 22 FEET WEST
 DQ0533'OF A FENCE AND 10 FEET WEST OF THE CENTER OF THE ROAD.  A STANDARD
 DQ0533'DISK, STAMPED K 152 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0124 ***********************************************************************
 EQ0124  DESIGNATION -  K 153
 EQ0124  PID         -  EQ0124
 EQ0124  STATE/COUNTY-  NM/TORRANCE
 EQ0124  USGS QUAD   -  ABO (1972)
 EQ0124
 EQ0124                         *CURRENT SURVEY CONTROL
 EQ0124  ___________________________________________________________________
 EQ0124* NAD 83(1986)-  34 28 18.     (N)    106 18 18.     (W)     SCALED    
 EQ0124* NAVD 88     -      1896.348  (meters)    6221.60   (feet)  ADJUSTED  
 EQ0124  ___________________________________________________________________
 EQ0124  GEOID HEIGHT-         -20.06  (meters)                     GEOID03
 EQ0124  DYNAMIC HT  -        1893.593 (meters)    6212.56  (feet)  COMP
 EQ0124  MODELED GRAV-     979,115.2   (mgal)                       NAVD 88
 EQ0124
 EQ0124  VERT ORDER  -  FIRST     CLASS II
 EQ0124
 EQ0124.The horizontal coordinates were scaled from a topographic map and have
 EQ0124.an estimated accuracy of +/- 6 seconds.
 EQ0124
 EQ0124.The orthometric height was determined by differential leveling
 EQ0124.and adjusted by the National Geodetic Survey in June 1991..
 EQ0124
 EQ0124.The geoid height was determined by GEOID03.
 EQ0124
 EQ0124.The dynamic height is computed by dividing the NAVD 88
 EQ0124.geopotential number by the normal gravity value computed on the
 EQ0124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0124.degrees latitude (g = 980.6199 gals.).
 EQ0124
 EQ0124.The modeled gravity was interpolated from observed gravity values.
 EQ0124
 EQ0124;                    North         East    Units  Estimated Accuracy
 EQ0124;SPC NM C     -   384,970.      494,950.      MT  (+/- 180 meters Scaled)
 EQ0124
 EQ0124                          SUPERSEDED SURVEY CONTROL
 EQ0124
 EQ0124  NGVD 29 (??/??/92) 1895.488  (m)         6218.78   (f) ADJ UNCH    1 2
 EQ0124
 EQ0124.Superseded values are not recommended for survey control.
 EQ0124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0124.See file dsdata.txt to determine how the superseded data were derived.
 EQ0124
 EQ0124_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU801152(NAD 83)
 EQ0124_MARKER: DB = BENCH MARK DISK
 EQ0124_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 EQ0124_SP_SET: 23 FT
 EQ0124_STAMPING: K 153 1958
 EQ0124_PROJECTION: PROJECTING 15 CENTIMETERS
 EQ0124_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EQ0124_ROD/PIPE-DEPTH: 7.0  meters
 EQ0124
 EQ0124  HISTORY     - Date     Condition        Report By
 EQ0124  HISTORY     - 1958     MONUMENTED       CGS
 EQ0124  HISTORY     - 1980     GOOD             NGS
 EQ0124
 EQ0124                          STATION DESCRIPTION
 EQ0124
 EQ0124'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 EQ0124'5.25 MI SW FROM MOUNTAINAIR.
 EQ0124'ABOUT 5.25 MILES SOUTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 EQ0124'RAILWAY FROM THE STATION AT MOUNTAINAIR, 110 FEET NORTH OF MILEPOST
 EQ0124'861, 74 FEET NORTHWEST OF THE NORTHWEST RAIL, 52 FEET SOUTHEAST OF THE
 EQ0124'CENTER LINE OF U.S. HIGHWAY 60, 22 FEET SOUTHEAST OF A FENCE, 5 FEET
 EQ0124'SOUTHEAST OF A POWER POLE, 2 FEET SOUTHWEST OF A WHITE WOODEN WITNESS
 EQ0124'POST, ABOUT LEVEL WITH THE TRACK, AND ON THE TOP OF A 5/8-INCH COPPER
 EQ0124'COATED ROD WHICH IS DRIVEN TO A DEPTH OF 23 FEET AND IS ENCASED IN A
 EQ0124'6-INCH TILE PROJECTING 6 INCHES.
 EQ0124
 EQ0124                          STATION RECOVERY (1980)
 EQ0124
 EQ0124'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 EQ0124'8.2 KM (5.1 MI) WESTERLY ALONG U.S. HIGHWAY 60 FROM THE POST
 EQ0124'OFFICE IN MOUNTAINAIR, 0.6 KM (0.4 MI) NORTHEAST OF MILE POST 199,
 EQ0124'BETWEEN THE HIGHWAY AND THE ATCHISON, TOPEKA AND SANTA FE RAILROAD,
 EQ0124'33.5 METERS (110.0 FT) NORTH OF RAILROAD MILE POST 861, 22.6 METERS
 EQ0124'(74.0 FT) NORTHWEST OF THE NEAR RAIL, 15.8 METERS (52.0 FT) SOUTHEAST
 EQ0124'OF THE CENTERLINE OF THE HIGHWAY AND 1.5 METERS (5.0 FT) SOUTHEAST
 EQ0124'OF UTILITY POLE NUMBER 25.
 EQ0124'THE MARK IS 0.4 METERS  NW FROM A WITNESS POST.
 EQ0124'THE MARK IS 1.8 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0007 ***********************************************************************
 EQ0007  DESIGNATION -  K 154
 EQ0007  PID         -  EQ0007
 EQ0007  STATE/COUNTY-  NM/TORRANCE
 EQ0007  USGS QUAD   -  WILLARD (1986)
 EQ0007
 EQ0007                         *CURRENT SURVEY CONTROL
 EQ0007  ___________________________________________________________________
 EQ0007* NAD 83(1986)-  34 36 08.     (N)    106 03 52.     (W)     SCALED    
 EQ0007* NAVD 88     -      1867.407  (meters)    6126.65   (feet)  ADJUSTED  
 EQ0007  ___________________________________________________________________
 EQ0007  GEOID HEIGHT-         -19.75  (meters)                     GEOID03
 EQ0007  DYNAMIC HT  -        1864.763 (meters)    6117.98  (feet)  COMP
 EQ0007  MODELED GRAV-     979,152.2   (mgal)                       NAVD 88
 EQ0007
 EQ0007  VERT ORDER  -  FIRST     CLASS II
 EQ0007
 EQ0007.The horizontal coordinates were scaled from a topographic map and have
 EQ0007.an estimated accuracy of +/- 6 seconds.
 EQ0007
 EQ0007.The orthometric height was determined by differential leveling
 EQ0007.and adjusted by the National Geodetic Survey in June 1991..
 EQ0007
 EQ0007.The geoid height was determined by GEOID03.
 EQ0007
 EQ0007.The dynamic height is computed by dividing the NAVD 88
 EQ0007.geopotential number by the normal gravity value computed on the
 EQ0007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0007.degrees latitude (g = 980.6199 gals.).
 EQ0007
 EQ0007.The modeled gravity was interpolated from observed gravity values.
 EQ0007
 EQ0007;                    North         East    Units  Estimated Accuracy
 EQ0007;SPC NM C     -   399,470.      517,020.      MT  (+/- 180 meters Scaled)
 EQ0007
 EQ0007                          SUPERSEDED SURVEY CONTROL
 EQ0007
 EQ0007  NGVD 29 (??/??/92) 1866.606  (m)         6124.02   (f) ADJ UNCH    1 2
 EQ0007
 EQ0007.Superseded values are not recommended for survey control.
 EQ0007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0007.See file dsdata.txt to determine how the superseded data were derived.
 EQ0007
 EQ0007_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDU023294(NAD 83)
 EQ0007_MARKER: DB = BENCH MARK DISK
 EQ0007_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 EQ0007_SP_SET: 14.5 FT
 EQ0007_STAMPING: K 154 1958
 EQ0007_PROJECTION: PROJECTING 10 CENTIMETERS
 EQ0007_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EQ0007_ROD/PIPE-DEPTH: 4.4  meters
 EQ0007
 EQ0007  HISTORY     - Date     Condition        Report By
 EQ0007  HISTORY     - 1958     MONUMENTED       CGS
 EQ0007  HISTORY     - 1980     GOOD             NGS
 EQ0007
 EQ0007                          STATION DESCRIPTION
 EQ0007
 EQ0007'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 EQ0007'1.9 MI W FROM WILLARD.
 EQ0007'ABOUT 1.9 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 EQ0007'FROM THE STATION AT WILLARD, 75 FEET NORTHWEST DOWN THE SLOPE FROM
 EQ0007'MILEPOST 844, 71 FEET NORTH DOWN THE SLOPE FROM THE NORTH RAIL, NEAR
 EQ0007'THE EAST END OF A LARGE CURVE, 6 1/2 FEET SOUTH OF A POWER POLE, 31
 EQ0007'FEET SOUTH OF A FENCE, 2 FEET WEST OF A WHITE WOODEN WITNESS POST,
 EQ0007'ABOUT 30 FEET BELOW THE LEVEL OF THE TRACK, AND ON THE TOP OF A
 EQ0007'5/8-INCH COPPER COATED ROD WHICH IS DRIVEN TO A DEPTH OF 14 1/2 FEET
 EQ0007'AND IS ENCASED IN A 6-INCH TILE PROJECTING 6 INCHES.
 EQ0007
 EQ0007                          STATION RECOVERY (1980)
 EQ0007
 EQ0007'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 EQ0007'0.3 KM (0.2 MI) SOUTH ALONG A GRAVELED ROAD FROM THE POST OFFICE IN
 EQ0007'WILLARD, THENCE 2.9 KM (1.8 MI) WEST ALONG THE ATCHISON, TOPEKA AND
 EQ0007'SANTA FE RAILROAD, AT THE FIRST POLE NORTHWEST OF MILEPOST 844, AT THE
 EQ0007'EAST END OF A CURVE, 51.8 METERS (170.0 FT) SOUTHWEST OF THE CENTER
 EQ0007'LINE OF U.S. HIGHWAY 60, 21.6 METERS 71.0 FT) NORTH OF THE NEAR RAIL,
 EQ0007'9.4 METERS (31.0 FT) SOUTH OF A FENCE AND 1.9 METERS (6.5 FT) SOUTH
 EQ0007'OF A UTILITY POLE.
 EQ0007'THE MARK IS 0.5 METERS  E FROM A WITNESS POST.
 EQ0007'THE MARK IS 9.1 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0001 ***********************************************************************
 EQ0001  DESIGNATION -  K 155
 EQ0001  PID         -  EQ0001
 EQ0001  STATE/COUNTY-  NM/TORRANCE
 EQ0001  USGS QUAD   -  WILLARD (1986)
 EQ0001
 EQ0001                         *CURRENT SURVEY CONTROL
 EQ0001  ___________________________________________________________________
 EQ0001* NAD 83(1986)-  34 35 10.     (N)    106 00 46.     (W)     SCALED    
 EQ0001* NAVD 88     -      1855.193  (meters)    6086.58   (feet)  ADJUSTED  
 EQ0001  ___________________________________________________________________
 EQ0001  GEOID HEIGHT-         -19.73  (meters)                     GEOID03
 EQ0001  DYNAMIC HT  -        1852.579 (meters)    6078.00  (feet)  COMP
 EQ0001  MODELED GRAV-     979,159.9   (mgal)                       NAVD 88
 EQ0001
 EQ0001  VERT ORDER  -  FIRST     CLASS II
 EQ0001
 EQ0001.The horizontal coordinates were scaled from a topographic map and have
 EQ0001.an estimated accuracy of +/- 6 seconds.
 EQ0001
 EQ0001.The orthometric height was determined by differential leveling
 EQ0001.and adjusted by the National Geodetic Survey in June 1991..
 EQ0001
 EQ0001.The geoid height was determined by GEOID03.
 EQ0001
 EQ0001.The dynamic height is computed by dividing the NAVD 88
 EQ0001.geopotential number by the normal gravity value computed on the
 EQ0001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0001.degrees latitude (g = 980.6199 gals.).
 EQ0001
 EQ0001.The modeled gravity was interpolated from observed gravity values.
 EQ0001
 EQ0001;                    North         East    Units  Estimated Accuracy
 EQ0001;SPC NM C     -   397,690.      521,760.      MT  (+/- 180 meters Scaled)
 EQ0001
 EQ0001                          SUPERSEDED SURVEY CONTROL
 EQ0001
 EQ0001  NGVD 29 (??/??/92) 1854.399  (m)         6083.97   (f) ADJ UNCH    1 2
 EQ0001
 EQ0001.Superseded values are not recommended for survey control.
 EQ0001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0001.See file dsdata.txt to determine how the superseded data were derived.
 EQ0001
 EQ0001_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDU071276(NAD 83)
 EQ0001_MARKER: DB = BENCH MARK DISK
 EQ0001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EQ0001_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EQ0001_STAMPING: K 155 1958
 EQ0001_PROJECTION: PROJECTING 15 CENTIMETERS
 EQ0001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EQ0001+STABILITY: SURFACE MOTION
 EQ0001
 EQ0001  HISTORY     - Date     Condition        Report By
 EQ0001  HISTORY     - 1958     MONUMENTED       CGS
 EQ0001  HISTORY     - 1980     GOOD             NGS
 EQ0001
 EQ0001                          STATION DESCRIPTION
 EQ0001
 EQ0001'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 EQ0001'1.3 MI SE FROM WILLARD.
 EQ0001'ABOUT 1.3 MILES SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 EQ0001'RAILWAY FROM THE STATION AT WILLARD, 7 POLES EAST OF MILEPOST 841, 91
 EQ0001'FEET NORTH OF THE NORTH RAIL, 19 FEET NORTHWEST OF A POWER POLE, 6
 EQ0001'FEET SOUTH OF A FENCE, 2 FEET WEST OF A WHITE WOODEN WITNESS POST,
 EQ0001'ABOUT 6 FEET BELOW THE LEVEL OF THE TRACK, AND IN THE TOP OF A
 EQ0001'CONCRETE POST PROJECTING 6 INCHES.
 EQ0001
 EQ0001                          STATION RECOVERY (1980)
 EQ0001
 EQ0001'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 EQ0001'0.3 KM (0.2 MI) SOUTH ALONG A GRAVELED ROAD FROM THE POST OFFICE IN
 EQ0001'WILLARD, THENCE 2.2 KM (1.4 MI) EAST ALONG THE ATCHISON, TOPEKA AND
 EQ0001'SANTA FE RAILROAD, 7 POLES SOUTHEAST OF MILEPOST 841, 1.4 KM (0.9 MI)
 EQ0001'SOUTHEAST OF THE CROSSING OF STATE HIGHWAY 42, 27.7 METERS (91.0 FT)
 EQ0001'NORTHEAST OF THE NEAR RAIL, 16.5 METERS (54.0 FT) NORTHEAST OF THE
 EQ0001'CENTER OF A DIRT ROAD, 5.8 METERS (19.0 FT) NORTHWEST OF A UTILITY
 EQ0001'POLE, 1.8 METERS (6.0 FT) SOUTHEAST OF A FENCE AND 0.6 METER (2.0 FT)
 EQ0001'WEST OF A 4X4 INCH WOODEN WITNESS POST.
 EQ0001'THE MARK IS 0.5 METERS  E FROM A WITNESS POST.
 EQ0001'THE MARK IS 1.8 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0025 ***********************************************************************
 EP0025  DESIGNATION -  K 156
 EP0025  PID         -  EP0025
 EP0025  STATE/COUNTY-  NM/DE BACA
 EP0025  USGS QUAD   -  FORT SUMNER EAST (1982)
 EP0025
 EP0025                         *CURRENT SURVEY CONTROL
 EP0025  ___________________________________________________________________
 EP0025* NAD 83(1986)-  34 26 55.     (N)    104 08 50.     (W)     SCALED    
 EP0025* NAVD 88     -      1251.218  (meters)    4105.04   (feet)  ADJUSTED  
 EP0025  ___________________________________________________________________
 EP0025  GEOID HEIGHT-         -23.62  (meters)                     GEOID03
 EP0025  DYNAMIC HT  -        1249.564 (meters)    4099.61  (feet)  COMP
 EP0025  MODELED GRAV-     979,270.5   (mgal)                       NAVD 88
 EP0025
 EP0025  VERT ORDER  -  FIRST     CLASS II
 EP0025
 EP0025.The horizontal coordinates were scaled from a topographic map and have
 EP0025.an estimated accuracy of +/- 6 seconds.
 EP0025
 EP0025.The orthometric height was determined by differential leveling
 EP0025.and adjusted by the National Geodetic Survey in June 1991..
 EP0025
 EP0025.The geoid height was determined by GEOID03.
 EP0025
 EP0025.The dynamic height is computed by dividing the NAVD 88
 EP0025.geopotential number by the normal gravity value computed on the
 EP0025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EP0025.degrees latitude (g = 980.6199 gals.).
 EP0025
 EP0025.The modeled gravity was interpolated from observed gravity values.
 EP0025
 EP0025;                    North         East    Units  Estimated Accuracy
 EP0025;SPC NM E     -   382,430.      182,100.      MT  (+/- 180 meters Scaled)
 EP0025
 EP0025                          SUPERSEDED SURVEY CONTROL
 EP0025
 EP0025  NGVD 29 (??/??/92) 1250.625  (m)         4103.09   (f) ADJ UNCH    1 2
 EP0025
 EP0025.Superseded values are not recommended for survey control.
 EP0025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EP0025.See file dsdata.txt to determine how the superseded data were derived.
 EP0025
 EP0025_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEU783122(NAD 83)
 EP0025_MARKER: DB = BENCH MARK DISK
 EP0025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EP0025_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EP0025_STAMPING: K 156 1958
 EP0025_MARK LOGO: CGS   
 EP0025_PROJECTION: PROJECTING 30 CENTIMETERS
 EP0025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EP0025+STABILITY: SURFACE MOTION
 EP0025
 EP0025  HISTORY     - Date     Condition        Report By
 EP0025  HISTORY     - 1958     MONUMENTED       CGS
 EP0025  HISTORY     - 1982     GOOD             NGS
 EP0025
 EP0025                          STATION DESCRIPTION
 EP0025
 EP0025'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 EP0025'5.85 MI E FROM FORT SUMNER.
 EP0025'ABOUT 5.85 MILE EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 EP0025'FROM THE STATION AT FORT SUMNER, 22 FEET EAST OF THE SECOND TELEPHONE
 EP0025'POLE EAST OF MILE POST 711, 82 FEET SOUTH OF THE NEAR RAIL, 64 FEET
 EP0025'SOUTH OF THE NEAR RAIL OF A SPUR TRACK, 66 FEET NORTH OF THE RIGHT OF
 EP0025'WAY FENCE, 2 FEET WEST OF A CONCRETE WITNESS POST, ABOUT 6 FEET BELOW
 EP0025'THE LEVEL OF THE TRACK, AND IN THE TOP OF A CONCRETE POST PROJECTING 9
 EP0025'INCHES.
 EP0025
 EP0025                          STATION RECOVERY (1982)
 EP0025
 EP0025'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 EP0025'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  0.6 KM (0.35
 EP0025'MI) NORTH ALONG U.S. HIGHWAY 84 FROM ITS JUNCTION WITH U.S. HIGHWAY
 EP0025'60 IN FORT SUMNER, THENCE 9.7 KM (6.0 MI) EASTERLY ALONG THE SANTA FE
 EP0025'RAILROAD, 0.1 KM (0.05 MI) EAST OF MILEPOST 711, 20.1 METERS (65.9 FT)
 EP0025'NORTH OF A FENCE, 19.5 METERS (64.0 FT) SOUTH OF THE NEAR RAIL, 6.7
 EP0025'METERS (22.0 FT) EAST OF A UTILITY POLE AND 0.6 METER (2.0 FT) WEST OF
 EP0025'A CONCRETE WITNESS POST.
 EP0025'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 EP0025'THE MARK IS 1.8 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0269 ***********************************************************************
 EP0269  DESIGNATION -  K 157
 EP0269  PID         -  EP0269
 EP0269  STATE/COUNTY-  NM/GUADALUPE
 EP0269  USGS QUAD   -  GACHO HILL (1981)
 EP0269
 EP0269                         *CURRENT SURVEY CONTROL
 EP0269  ___________________________________________________________________
 EP0269* NAD 83(1986)-  34 28 08.     (N)    105 01 36.     (W)     SCALED    
 EP0269* NAVD 88     -      1698.738  (meters)    5573.28   (feet)  ADJUSTED  
 EP0269  ___________________________________________________________________
 EP0269  GEOID HEIGHT-         -21.74  (meters)                     GEOID03
 EP0269  DYNAMIC HT  -        1696.347 (meters)    5565.43  (feet)  COMP
 EP0269  MODELED GRAV-     979,167.6   (mgal)                       NAVD 88
 EP0269
 EP0269  VERT ORDER  -  FIRST     CLASS II
 EP0269
 EP0269.The horizontal coordinates were scaled from a topographic map and have
 EP0269.an estimated accuracy of +/- 6 seconds.
 EP0269
 EP0269.The orthometric height was determined by differential leveling
 EP0269.and adjusted by the National Geodetic Survey in June 1991..
 EP0269
 EP0269.The geoid height was determined by GEOID03.
 EP0269
 EP0269.The dynamic height is computed by dividing the NAVD 88
 EP0269.geopotential number by the normal gravity value computed on the
 EP0269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EP0269.degrees latitude (g = 980.6199 gals.).
 EP0269
 EP0269.The modeled gravity was interpolated from observed gravity values.
 EP0269
 EP0269;                    North         East    Units  Estimated Accuracy
 EP0269;SPC NM E     -   384,880.      101,310.      MT  (+/- 180 meters Scaled)
 EP0269
 EP0269                          SUPERSEDED SURVEY CONTROL
 EP0269
 EP0269  NGVD 29 (??/??/92) 1697.966  (m)         5570.74   (f) ADJ UNCH    1 2
 EP0269
 EP0269.Superseded values are not recommended for survey control.
 EP0269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EP0269.See file dsdata.txt to determine how the superseded data were derived.
 EP0269
 EP0269_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDU975141(NAD 83)
 EP0269_MARKER: DB = BENCH MARK DISK
 EP0269_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EP0269_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EP0269_STAMPING: K 157 1958
 EP0269_MARK LOGO: CGS   
 EP0269_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EP0269+STABILITY: SURFACE MOTION
 EP0269
 EP0269  HISTORY     - Date     Condition        Report By
 EP0269  HISTORY     - 1958     MONUMENTED       CGS
 EP0269  HISTORY     - 1983     GOOD             NGS
 EP0269
 EP0269                          STATION DESCRIPTION
 EP0269
 EP0269'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 EP0269'13.45 MI SE FROM VAUGHN.
 EP0269'ABOUT 13.45 MILES SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 EP0269'RAILWAY FROM THE STATION AT VAUGHN, 78 FEET NORTHWEST OF MILE POST
 EP0269'774, 87 FEET NORTHEAST OF THE NEAR RAIL, 52 FEET SOUTHWEST OF THE
 EP0269'CENTER LINE OF A DIRT ROAD, 21 FEET EAST OF A TELEPHONE POLE, 2 FEET
 EP0269'NORTHEAST OF THE RIGHT OF WAY FENCE, 2 FEET SOUTHEAST OF A METAL
 EP0269'WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACK, AND IN THE
 EP0269'TOP OF A CONCRETE POST PROJECTING 9 INCHES.
 EP0269
 EP0269                          STATION RECOVERY (1983)
 EP0269
 EP0269'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 EP0269'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0105 ***********************************************************************
 EP0105  DESIGNATION -  K 158
 EP0105  PID         -  EP0105
 EP0105  STATE/COUNTY-  NM/DE BACA
 EP0105  USGS QUAD   -  YESO NW (1966)
 EP0105
 EP0105                         *CURRENT SURVEY CONTROL
 EP0105  ___________________________________________________________________
 EP0105* NAD 83(1986)-  34 26 51.     (N)    104 42 00.     (W)     SCALED    
 EP0105* NAVD 88     -      1500.818  (meters)    4923.93   (feet)  ADJUSTED  
 EP0105  ___________________________________________________________________
 EP0105  GEOID HEIGHT-         -22.88  (meters)                     GEOID03
 EP0105  DYNAMIC HT  -        1498.738 (meters)    4917.11  (feet)  COMP
 EP0105  MODELED GRAV-     979,197.5   (mgal)                       NAVD 88
 EP0105
 EP0105  VERT ORDER  -  FIRST     CLASS II
 EP0105
 EP0105.The horizontal coordinates were scaled from a topographic map and have
 EP0105.an estimated accuracy of +/- 6 seconds.
 EP0105
 EP0105.The orthometric height was determined by differential leveling
 EP0105.and adjusted by the National Geodetic Survey in June 1991..
 EP0105
 EP0105.The geoid height was determined by GEOID03.
 EP0105
 EP0105.The dynamic height is computed by dividing the NAVD 88
 EP0105.geopotential number by the normal gravity value computed on the
 EP0105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EP0105.degrees latitude (g = 980.6199 gals.).
 EP0105
 EP0105.The modeled gravity was interpolated from observed gravity values.
 EP0105
 EP0105;                    North         East    Units  Estimated Accuracy
 EP0105;SPC NM E     -   382,350.      131,310.      MT  (+/- 180 meters Scaled)
 EP0105
 EP0105                          SUPERSEDED SURVEY CONTROL
 EP0105
 EP0105  NGVD 29 (??/??/92) 1500.117  (m)         4921.63   (f) ADJ UNCH    1 2
 EP0105
 EP0105.Superseded values are not recommended for survey control.
 EP0105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EP0105.See file dsdata.txt to determine how the superseded data were derived.
 EP0105
 EP0105_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEU275118(NAD 83)
 EP0105_MARKER: DB = BENCH MARK DISK
 EP0105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EP0105_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EP0105_STAMPING: K 158 1958
 EP0105_MARK LOGO: CGS   
 EP0105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EP0105+STABILITY: SURFACE MOTION
 EP0105
 EP0105  HISTORY     - Date     Condition        Report By
 EP0105  HISTORY     - 1958     MONUMENTED       CGS
 EP0105  HISTORY     - 1983     GOOD             NGS
 EP0105
 EP0105                          STATION DESCRIPTION
 EP0105
 EP0105'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 EP0105'5.1 MI W FROM YESO.
 EP0105'ABOUT 5.1 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 EP0105'FROM THE STATION AT YESO, 92 FEET NORTH OF MILE POST 749, 100 FEET
 EP0105'NORTH OF THE NEAR RAIL, 60 FEET SOUTH OF THE CENTER LINE OF A DIM
 EP0105'ROAD, 60 FEET NORTHWEST OF A TELEPHONE POLE, 3 FEET NORTH OF THE RIGHT
 EP0105'OF WAY FENCE, 1 1/2 FEET WEST OF A METAL WITNESS POST, AND IN THE TOP
 EP0105'OF A CONCRETE POST PROJECTING 7 INCHES.
 EP0105
 EP0105                          STATION RECOVERY (1983)
 EP0105
 EP0105'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 EP0105'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0022 ***********************************************************************
 GN0022  DESIGNATION -  K 158
 GN0022  PID         -  GN0022
 GN0022  STATE/COUNTY-  NM/RIO ARRIBA
 GN0022  USGS QUAD   -  SAN ANTONIO MOUNTAIN (1995)
 GN0022
 GN0022                         *CURRENT SURVEY CONTROL
 GN0022  ___________________________________________________________________
 GN0022* NAD 83(1986)-  36 49 29.     (N)    106 07 20.     (W)     SCALED    
 GN0022* NAVD 88     -      2763.151  (meters)    9065.44   (feet)  ADJUSTED  
 GN0022  ___________________________________________________________________
 GN0022  GEOID HEIGHT-         -16.40  (meters)                     GEOID03
 GN0022  DYNAMIC HT  -        2759.189 (meters)    9052.44  (feet)  COMP
 GN0022  MODELED GRAV-     979,096.6   (mgal)                       NAVD 88
 GN0022
 GN0022  VERT ORDER  -  SECOND    CLASS 0
 GN0022
 GN0022.The horizontal coordinates were scaled from a topographic map and have
 GN0022.an estimated accuracy of +/- 6 seconds.
 GN0022
 GN0022.The orthometric height was determined by differential leveling
 GN0022.and adjusted by the National Geodetic Survey in June 1991..
 GN0022
 GN0022.The geoid height was determined by GEOID03.
 GN0022
 GN0022.The dynamic height is computed by dividing the NAVD 88
 GN0022.geopotential number by the normal gravity value computed on the
 GN0022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GN0022.degrees latitude (g = 980.6199 gals.).
 GN0022
 GN0022.The modeled gravity was interpolated from observed gravity values.
 GN0022
 GN0022;                    North         East    Units  Estimated Accuracy
 GN0022;SPC NM C     -   646,030.      511,400.      MT  (+/- 180 meters Scaled)
 GN0022
 GN0022                          SUPERSEDED SURVEY CONTROL
 GN0022
 GN0022.No superseded survey control is available for this station.
 GN0022
 GN0022_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCA999760(NAD 83)
 GN0022_MARKER: DD = SURVEY DISK
 GN0022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GN0022_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GN0022_STAMPING: K 158 1935
 GN0022_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GN0022+STABILITY: SURFACE MOTION
 GN0022
 GN0022  HISTORY     - Date     Condition        Report By
 GN0022  HISTORY     - 1935     MONUMENTED       USFS
 GN0022  HISTORY     - 1940     GOOD             NGS
 GN0022
 GN0022                          STATION DESCRIPTION
 GN0022
 GN0022'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 GN0022'15.2 MI NW FROM NO AGUA.
 GN0022'15.2 MILES NORTHWEST OF RAILROAD STATION IN NO AGUA TO REACH FROM THE
 GN0022'DENVER AND RIO GRANDE WESTERN RAILROAD STATION IN NO AGUA, PROCEED
 GN0022'NORTH ON STATE HIGHWAY NO. 74, GO 3.6 MILES.  TURN LEFT (WEST) ONTO
 GN0022'ROAD LEADING TO SAN ANTONE RANGER STATION, GO 10.2 MILES.  TURN LEFT
 GN0022'(SOUTH) ONTO ROAD LEADING TO TUSAS CREEK, GO 1.4 MILES.  BENCH MARK IS
 GN0022'44 FEET NORTHWEST OF CENTER LINE OF THE ROAD.  36 FEET NORTHWEST OF A
 GN0022'CULVERT.  2.0 FEET SOUTHEAST OF A FENCE CORNER.  2.0 FEET SOUTH OF A 4
 GN0022'X 4 INCH WOODEN POST PAINTED WHITE PROJECTING 2.0 FEET. MONUMENT
 GN0022'PROJECTS 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0015 ***********************************************************************
 EP0015  DESIGNATION -  K 159
 EP0015  PID         -  EP0015
 EP0015  STATE/COUNTY-  NM/DE BACA
 EP0015  USGS QUAD   -  TAIBAN (1982)
 EP0015
 EP0015                         *CURRENT SURVEY CONTROL
 EP0015  ___________________________________________________________________
 EP0015* NAD 83(1986)-  34 26 13.     (N)    104 00 54.     (W)     SCALED    
 EP0015* NAVD 88     -      1257.410  (meters)    4125.35   (feet)  ADJUSTED  
 EP0015  ___________________________________________________________________
 EP0015  GEOID HEIGHT-         -23.53  (meters)                     GEOID03
 EP0015  DYNAMIC HT  -        1255.754 (meters)    4119.92  (feet)  COMP
 EP0015  MODELED GRAV-     979,275.2   (mgal)                       NAVD 88
 EP0015
 EP0015  VERT ORDER  -  FIRST     CLASS II
 EP0015
 EP0015.The horizontal coordinates were scaled from a topographic map and have
 EP0015.an estimated accuracy of +/- 6 seconds.
 EP0015
 EP0015.The orthometric height was determined by differential leveling
 EP0015.and adjusted by the National Geodetic Survey in June 1991..
 EP0015
 EP0015.The geoid height was determined by GEOID03.
 EP0015
 EP0015.The dynamic height is computed by dividing the NAVD 88
 EP0015.geopotential number by the normal gravity value computed on the
 EP0015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EP0015.degrees latitude (g = 980.6199 gals.).
 EP0015
 EP0015.The modeled gravity was interpolated from observed gravity values.
 EP0015
 EP0015;                    North         East    Units  Estimated Accuracy
 EP0015;SPC NM E     -   381,170.      194,260.      MT  (+/- 180 meters Scaled)
 EP0015
 EP0015                          SUPERSEDED SURVEY CONTROL
 EP0015
 EP0015  NGVD 29 (??/??/92) 1256.830  (m)         4123.45   (f) ADJ UNCH    1 2
 EP0015
 EP0015.Superseded values are not recommended for survey control.
 EP0015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EP0015.See file dsdata.txt to determine how the superseded data were derived.
 EP0015
 EP0015_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEU904110(NAD 83)
 EP0015_MARKER: DB = BENCH MARK DISK
 EP0015_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EP0015_SP_SET: CATTLE GUARD
 EP0015_STAMPING: K 159 1958
 EP0015_MARK LOGO: CGS   
 EP0015_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EP0015
 EP0015  HISTORY     - Date     Condition        Report By
 EP0015  HISTORY     - 1958     MONUMENTED       CGS
 EP0015  HISTORY     - 1982     GOOD             NGS
 EP0015
 EP0015                          STATION DESCRIPTION
 EP0015
 EP0015'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 EP0015'13.5 MI E FROM FORT SUMNER.
 EP0015'ABOUT 13.5 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 EP0015'FROM THE STATION AT FORT SUMNER, IN THE TOP OF THE NORTHWEST END OF
 EP0015'THE NORTHEAST HEADWALL OF A CATTLE GUARD UNDER STATE HIGHWAY 252, 49
 EP0015'FEET EAST OF THE 11TH TELEPHONE POLE SOUTHWEST OF MILE POST 703, 94
 EP0015'FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY CROSSING, 93 FEET
 EP0015'SOUTH EAST OF THE NEAR RAIL OF THE MAIN TRACK, 13 FEET NORTHEAST OF
 EP0015'THE CENTER LINE OF STATE HIGHWAY 252, AND ABOUT 1 FOOT ABOVE THE LEVEL
 EP0015'OF THE TRACK.
 EP0015
 EP0015                          STATION RECOVERY (1982)
 EP0015
 EP0015'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 EP0015'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  0.6 KM (0.35
 EP0015'MI) NORTH ALONG U.S. HIGHWAY 84 FROM ITS JUNCTION WITH U.S. HIGHWAY
 EP0015'60 IN FORT SUMNER, THENCE 22.0 KM (13.65 MI) EASTERLY ALONG THE SANTA
 EP0015'FE RAILROAD, 0.6 KM (0.35 MI) WEST OF MILEPOST 703, IN TOP OF THE
 EP0015'NORTHWEST END OF THE NORTHEAST CONCRETE HEADWALL OF A CATTLE GUARD
 EP0015'UNDER THE HIGHWAY, 24.7 METERS (81.0 FT) SOUTHEAST OF THE NEAR RAIL
 EP0015'AND 4.0 METERS (13.1 FT) NORTHEAST OF THE CENTERLINE OF STATE HIGHWAY
 EP0015'252.
 EP0015'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GO0092 ***********************************************************************
 GO0092  DESIGNATION -  K 16
 GO0092  PID         -  GO0092
 GO0092  STATE/COUNTY-  NM/SAN JUAN
 GO0092  USGS QUAD   -  SHIPROCK (1983)
 GO0092
 GO0092                         *CURRENT SURVEY CONTROL
 GO0092  ___________________________________________________________________
 GO0092* NAD 83(1986)-  36 46 58.     (N)    108 41 18.     (W)     SCALED    
 GO0092* NAVD 88     -      1491.178  (meters)    4892.31   (feet)  POSTED    
 GO0092  ___________________________________________________________________
 GO0092  GEOID HEIGHT-         -20.99  (meters)                     GEOID03
 GO0092  DYNAMIC HT  -        1489.410 (meters)    4886.51  (feet)  COMP
 GO0092  MODELED GRAV-     979,393.1   (mgal)                       NAVD 88
 GO0092
 GO0092  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GO0092
 GO0092.The horizontal coordinates were scaled from a topographic map and have
 GO0092.an estimated accuracy of +/- 6 seconds.
 GO0092
 GO0092.The orthometric height was determined by differential leveling
 GO0092.and adjusted by the National Geodetic Survey in 1992..
 GO0092.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GO0092.rate of 0.0 thru 1.0 mm/km.
 GO0092
 GO0092.The geoid height was determined by GEOID03.
 GO0092
 GO0092.The dynamic height is computed by dividing the NAVD 88
 GO0092.geopotential number by the normal gravity value computed on the
 GO0092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GO0092.degrees latitude (g = 980.6199 gals.).
 GO0092
 GO0092.The modeled gravity was interpolated from observed gravity values.
 GO0092
 GO0092;                    North         East    Units  Estimated Accuracy
 GO0092;SPC NM W     -   641,720.      753,690.      MT  (+/- 180 meters Scaled)
 GO0092
 GO0092                          SUPERSEDED SURVEY CONTROL
 GO0092
 GO0092.No superseded survey control is available for this station.
 GO0092
 GO0092_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYF062732(NAD 83)
 GO0092_MARKER: DB = BENCH MARK DISK
 GO0092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GO0092_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GO0092_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GO0092+STABILITY: SURFACE MOTION
 GO0092
 GO0092  HISTORY     - Date     Condition        Report By
 GO0092  HISTORY     - UNK      MONUMENTED       CGS
 GO0092  HISTORY     - 1927     GOOD             NGS
 GO0092  HISTORY     - 1934     MARK NOT FOUND   NGS
 GO0092
 GO0092                          STATION DESCRIPTION
 GO0092
 GO0092'DESCRIBED BY NATIONAL GEODETIC SURVEY 1927
 GO0092'IN SHIPROCK AGENCY.
 GO0092'0.3 MILES SOUTHWEST OF SHIPROCK AGENCY OFFICE, 30 FT. WEST OF
 GO0092'CENTERLINE OF GALLUP-SHIPROCK HIGHWAY, 100 FT. NORTH OF NORTH BANK OF
 GO0092'SAN JUAN RIVER, 4 FT. NORTHEAST OF A LARGE COTTONWOOD TREE.
 GO0092
 GO0092                          STATION RECOVERY (1934)
 GO0092
 GO0092'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 GO0092'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0323 ***********************************************************************
 EO0323  DESIGNATION -  K 160
 EO0323  PID         -  EO0323
 EO0323  STATE/COUNTY-  NM/CURRY
 EO0323  USGS QUAD   -  ST VRAIN (1985)
 EO0323
 EO0323                         *CURRENT SURVEY CONTROL
 EO0323  ___________________________________________________________________
 EO0323* NAD 83(1986)-  34 24 51.     (N)    103 28 14.     (W)     SCALED    
 EO0323* NAVD 88     -      1337.041  (meters)    4386.61   (feet)  ADJUSTED  
 EO0323  ___________________________________________________________________
 EO0323  GEOID HEIGHT-         -23.19  (meters)                     GEOID03
 EO0323  DYNAMIC HT  -        1335.297 (meters)    4380.89  (feet)  COMP
 EO0323  MODELED GRAV-     979,284.0   (mgal)                       NAVD 88
 EO0323
 EO0323  VERT ORDER  -  FIRST     CLASS II
 EO0323
 EO0323.The horizontal coordinates were scaled from a topographic map and have
 EO0323.an estimated accuracy of +/- 6 seconds.
 EO0323
 EO0323.The orthometric height was determined by differential leveling
 EO0323.and adjusted by the National Geodetic Survey in June 1991..
 EO0323
 EO0323.The geoid height was determined by GEOID03.
 EO0323
 EO0323.The dynamic height is computed by dividing the NAVD 88
 EO0323.geopotential number by the normal gravity value computed on the
 EO0323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0323.degrees latitude (g = 980.6199 gals.).
 EO0323
 EO0323.The modeled gravity was interpolated from observed gravity values.
 EO0323
 EO0323;                    North         East    Units  Estimated Accuracy
 EO0323;SPC NM E     -   378,930.      244,310.      MT  (+/- 180 meters Scaled)
 EO0323
 EO0323                          SUPERSEDED SURVEY CONTROL
 EO0323
 EO0323  NGVD 29 (??/??/92) 1336.456  (m)         4384.69   (f) ADJ UNCH    1 2
 EO0323
 EO0323.Superseded values are not recommended for survey control.
 EO0323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0323.See file dsdata.txt to determine how the superseded data were derived.
 EO0323
 EO0323_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFU405091(NAD 83)
 EO0323_MARKER: DB = BENCH MARK DISK
 EO0323_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EO0323_SP_SET: ABUTMENT
 EO0323_STAMPING: K 160 1958
 EO0323_MARK LOGO: CGS   
 EO0323_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EO0323
 EO0323  HISTORY     - Date     Condition        Report By
 EO0323  HISTORY     - 1958     MONUMENTED       CGS
 EO0323  HISTORY     - 1982     GOOD             NGS
 EO0323
 EO0323                          STATION DESCRIPTION
 EO0323
 EO0323'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 EO0323'9.05 MI E FROM MELROSE.
 EO0323'ABOUT 9.05 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 EO0323'FROM THE STATION AT MELROSE, 80 FEET NORTH AND ACROSS THE TRACK FROM
 EO0323'THE 8TH TELEPHONE POLE EAST OF MILE POST 672, 8 FEET NORTH OF THE NEAR
 EO0323'RAIL OF THE MAIN TRACK, IN THE TOP OF THE NORTH END OF THE LOWER PART
 EO0323'OF THE WEST ABUTMENT OF THE BRIDGE, ABOUT 8 FEET BELOW THE LEVEL OF
 EO0323'THE TRACK, AND PROJECTING ABOUT 2 FEET.
 EO0323
 EO0323                          STATION RECOVERY (1982)
 EO0323
 EO0323'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 EO0323'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  24.2 KM (15.05
 EO0323'MI) WESTERLY ALONG THE SANTA FE RAILROAD FROM THE RAILROAD STATION IN
 EO0323'CLOVIS, 0.4 KM (0.25 MI) EAST OF MILEPOST 672, IN TOP OF THE NORTH END
 EO0323'OF THE LOWER PART OF THE WEST CONCRETE ABUTMENT OF A RAILROAD BRIDGE
 EO0323'AND 2.4 METERS (7.9 FT) NORTH OF THE NEAR RAIL.
 EO0323'THE MARK IS 2.4 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0371 ***********************************************************************
 EP0371  DESIGNATION -  K 161
 EP0371  PID         -  EP0371
 EP0371  STATE/COUNTY-  NM/TORRANCE
 EP0371  USGS QUAD   -  PEDERNAL (1978)
 EP0371
 EP0371                         *CURRENT SURVEY CONTROL
 EP0371  ___________________________________________________________________
 EP0371* NAD 83(1986)-  34 40 20.     (N)    105 45 01.     (W)     SCALED    
 EP0371* NAVD 88     -      1920.105  (meters)    6299.54   (feet)  ADJUSTED  
 EP0371  ___________________________________________________________________
 EP0371  GEOID HEIGHT-         -19.77  (meters)                     GEOID03
 EP0371  DYNAMIC HT  -        1917.367 (meters)    6290.56  (feet)  COMP
 EP0371  MODELED GRAV-     979,140.4   (mgal)                       NAVD 88
 EP0371
 EP0371  VERT ORDER  -  FIRST     CLASS II
 EP0371
 EP0371.The horizontal coordinates were scaled from a topographic map and have
 EP0371.an estimated accuracy of +/- 6 seconds.
 EP0371
 EP0371.The orthometric height was determined by differential leveling
 EP0371.and adjusted by the National Geodetic Survey in June 1991..
 EP0371
 EP0371.The geoid height was determined by GEOID03.
 EP0371
 EP0371.The dynamic height is computed by dividing the NAVD 88
 EP0371.geopotential number by the normal gravity value computed on the
 EP0371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EP0371.degrees latitude (g = 980.6199 gals.).
 EP0371
 EP0371.The modeled gravity was interpolated from observed gravity values.
 EP0371
 EP0371;                    North         East    Units  Estimated Accuracy
 EP0371;SPC NM C     -   407,330.      545,800.      MT  (+/- 180 meters Scaled)
 EP0371
 EP0371                          SUPERSEDED SURVEY CONTROL
 EP0371
 EP0371  NGVD 29 (??/??/92) 1919.271  (m)         6296.81   (f) ADJ UNCH    1 2
 EP0371
 EP0371.Superseded values are not recommended for survey control.
 EP0371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EP0371.See file dsdata.txt to determine how the superseded data were derived.
 EP0371
 EP0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDU312369(NAD 83)
 EP0371_MARKER: DB = BENCH MARK DISK
 EP0371_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EP0371_SP_SET: BRIDGE
 EP0371_STAMPING: K 161 1958
 EP0371_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EP0371
 EP0371  HISTORY     - Date     Condition        Report By
 EP0371  HISTORY     - 1958     MONUMENTED       CGS
 EP0371
 EP0371                          STATION DESCRIPTION
 EP0371
 EP0371'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 EP0371'19.0 MI NE FROM WILLARD.
 EP0371'ABOUT 19.0 MILES NORTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 EP0371'RAILWAY FROM THE STATION AT WILLARD, ABOUT 19.35 MILES WEST OF THE
 EP0371'STATION AT ENCINO, 3 POLES NORTHWEST OF MILEPOST 823, IN THE TOP OF
 EP0371'THE SOUTHEAST END OF THE NORTHEAST CONCRETE RETAINING WALL OF A LARGE
 EP0371'ARCH BRIDGE, 13 1/2 FEET NORTHEAST OF THE NORTHEAST RAIL, AND ABOUT 4
 EP0371'FEET BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0457 ***********************************************************************
 GL0457  DESIGNATION -  K 166 RESET
 GL0457  PID         -  GL0457
 GL0457  STATE/COUNTY-  NM/UNION
 GL0457  USGS QUAD   -  MOSES (1972)
 GL0457
 GL0457                         *CURRENT SURVEY CONTROL
 GL0457  ___________________________________________________________________
 GL0457* NAD 83(1986)-  36 42 48.     (N)    103 00 12.     (W)     SCALED    
 GL0457* NAVD 88     -      1479.75   (meters)    4854.8    (feet)  RESET     
 GL0457  ___________________________________________________________________
 GL0457  GEOID HEIGHT-         -22.42  (meters)                     GEOID03
 GL0457
 GL0457  VERT ORDER  -  THIRD
 GL0457
 GL0457.The horizontal coordinates were scaled from a topographic map and have
 GL0457.an estimated accuracy of +/- 6 seconds.
 GL0457
 GL0457.The orthometric height was computed from unverified reset data.
 GL0457
 GL0457.The geoid height was determined by GEOID03.
 GL0457
 GL0457;                    North         East    Units  Estimated Accuracy
 GL0457;SPC NM E     -   634,490.      283,820.      MT  (+/- 180 meters Scaled)
 GL0457
 GL0457                          SUPERSEDED SURVEY CONTROL
 GL0457
 GL0457.No superseded survey control is available for this station.
 GL0457
 GL0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA783649(NAD 83)
 GL0457_MARKER: DB = BENCH MARK DISK
 GL0457_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0457_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0457_STAMPING: K 166 RESET 1956
 GL0457_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0457+STABILITY: SURFACE MOTION
 GL0457
 GL0457  HISTORY     - Date     Condition        Report By
 GL0457  HISTORY     - 1956     MONUMENTED       NMHD
 GL0457
 GL0457                          STATION DESCRIPTION
 GL0457
 GL0457'DESCRIBED BY NM HIGHWAY DEPT 1956
 GL0457'1.4 MI W FROM MEXHOMA, OKLA.
 GL0457'IN UNION COUNTY, NEW MEXICO, 1.4 MILES WEST ALONG THE MEXHOMA-MOSES
 GL0457'ROAD FROM THE POST OFFICE AT MEXHOMA, CIMARRON COUNTY, OKLAHOMA, 325
 GL0457'FEET WEST OF THE NEW MEXICO-OKLAHOMA STATE LINE, 60 FEET NORTH OF THE
 GL0457'CENTER LINE OF THE ROAD, 3 FEET EAST OF A WHITE WOODEN WITNESS POST,
 GL0457'AND ABOUT 1 FOOT LOWER THAN THE ROAD, A STANDARD DISK, STAMPED K 166
 GL0457'RESET 1956 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 0.1
 GL0457'FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0031 ***********************************************************************
 ER0031  DESIGNATION -  K 167
 ER0031  PID         -  ER0031
 ER0031  STATE/COUNTY-  NM/CATRON
 ER0031  USGS QUAD   -  MANGAS MOUNTAIN (1981)
 ER0031
 ER0031                         *CURRENT SURVEY CONTROL
 ER0031  ___________________________________________________________________
 ER0031* NAD 83(1986)-  34 02 03.     (N)    108 20 56.     (W)     SCALED    
 ER0031* NAVD 88     -      2475.971  (meters)    8123.25   (feet)  ADJUSTED  
 ER0031  ___________________________________________________________________
 ER0031  GEOID HEIGHT-         -21.57  (meters)                     GEOID03
 ER0031  DYNAMIC HT  -        2471.942 (meters)    8110.03  (feet)  COMP
 ER0031  MODELED GRAV-     978,919.3   (mgal)                       NAVD 88
 ER0031
 ER0031  VERT ORDER  -  SECOND    CLASS 0
 ER0031
 ER0031.The horizontal coordinates were scaled from a topographic map and have
 ER0031.an estimated accuracy of +/- 6 seconds.
 ER0031
 ER0031.The orthometric height was determined by differential leveling
 ER0031.and adjusted by the National Geodetic Survey in June 1991..
 ER0031
 ER0031.The geoid height was determined by GEOID03.
 ER0031
 ER0031.The dynamic height is computed by dividing the NAVD 88
 ER0031.geopotential number by the normal gravity value computed on the
 ER0031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0031.degrees latitude (g = 980.6199 gals.).
 ER0031
 ER0031.The modeled gravity was interpolated from observed gravity values.
 ER0031
 ER0031;                    North         East    Units  Estimated Accuracy
 ER0031;SPC NM W     -   336,570.      782,390.      MT  (+/- 180 meters Scaled)
 ER0031
 ER0031                          SUPERSEDED SURVEY CONTROL
 ER0031
 ER0031  NGVD 29 (??/??/92) 2474.864  (m)         8119.62   (f) ADJ UNCH    2 0
 ER0031
 ER0031.Superseded values are not recommended for survey control.
 ER0031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0031.See file dsdata.txt to determine how the superseded data were derived.
 ER0031
 ER0031_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYC447691(NAD 83)
 ER0031_MARKER: DB = BENCH MARK DISK
 ER0031_SETTING: 80 = SET IN A BOULDER
 ER0031_SP_SET: BOULDER
 ER0031_STAMPING: K 167 1935
 ER0031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0031+STABILITY: SURFACE MOTION
 ER0031
 ER0031  HISTORY     - Date     Condition        Report By
 ER0031  HISTORY     - 1935     MONUMENTED       CGS
 ER0031  HISTORY     - 1975     GOOD             USGS
 ER0031
 ER0031                          STATION DESCRIPTION
 ER0031
 ER0031'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 ER0031'8.2 MI E FROM ARAGON.
 ER0031'ABOUT 8.2 MILES EAST ALONG STATE HIGHWAY 12 FROM ARAGON, CATRON
 ER0031'COUNTY, THENCE ABOUT 9.9 MILES NORTH ALONG THE MANGAS ROAD, ABOUT 150
 ER0031'YARDS NORTHWEST OF A SPRING AND A WATER TANK, ABOUT 60 YARDS NORTH OF
 ER0031'A SIGN POST, 39 FEET EAST OF THE CENTER LINE OF THE ROAD, IN THE TOP
 ER0031'OF A LARGE BOULDER, AND ABOUT 1 FOOT ABOVE GROUND.  A STANDARD DISK,
 ER0031'STAMPED K 167 1935.
 ER0031
 ER0031                          STATION RECOVERY (1975)
 ER0031
 ER0031'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 ER0031'HORSE SPRINGS, 6.0 MILES WEST OF, ALONG STATE HIGHWAY 12, THENCE 9.7
 ER0031'MILES NORTH ALONG THE MANGAS ROAD, IN THE NW 1/4 OF SEC. 19, T. 3 S.
 ER0031'R. 14 W. NEAR VALLE TIO VINCES SPRING, ABOUT 265 FT NORTH OF A GRAVEL
 ER0031'ROAD EAST, 94 FT EAST OF AND ABOUT 1 FT LOWER THAN THE ROAD, IN THE
 ER0031'TOP OF A LARGE BOULDER ABOUT 1 FT ABOVE GROUND, STANDARD TABLET
 ER0031'STAMPED ' K 167 1935'.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0110 ***********************************************************************
 ER0110  DESIGNATION -  K 168
 ER0110  PID         -  ER0110
 ER0110  STATE/COUNTY-  NM/CATRON
 ER0110  USGS QUAD   -  LARGO MESA (1981)
 ER0110
 ER0110                         *CURRENT SURVEY CONTROL
 ER0110  ___________________________________________________________________
 ER0110* NAD 83(1986)-  34 09 25.     (N)    108 35 35.     (W)     SCALED    
 ER0110* NAVD 88     -      2270.845  (meters)    7450.26   (feet)  ADJUSTED  
 ER0110  ___________________________________________________________________
 ER0110  GEOID HEIGHT-         -21.63  (meters)                     GEOID03
 ER0110  DYNAMIC HT  -        2267.280 (meters)    7438.57  (feet)  COMP
 ER0110  MODELED GRAV-     978,984.0   (mgal)                       NAVD 88
 ER0110
 ER0110  VERT ORDER  -  SECOND    CLASS 0
 ER0110
 ER0110.The horizontal coordinates were scaled from a topographic map and have
 ER0110.an estimated accuracy of +/- 6 seconds.
 ER0110
 ER0110.The orthometric height was determined by differential leveling
 ER0110.and adjusted by the National Geodetic Survey in June 1991..
 ER0110
 ER0110.The geoid height was determined by GEOID03.
 ER0110
 ER0110.The dynamic height is computed by dividing the NAVD 88
 ER0110.geopotential number by the normal gravity value computed on the
 ER0110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0110.degrees latitude (g = 980.6199 gals.).
 ER0110
 ER0110.The modeled gravity was interpolated from observed gravity values.
 ER0110
 ER0110;                    North         East    Units  Estimated Accuracy
 ER0110;SPC NM W     -   350,330.      759,950.      MT  (+/- 180 meters Scaled)
 ER0110
 ER0110                          SUPERSEDED SURVEY CONTROL
 ER0110
 ER0110  NGVD 29 (??/??/92) 2269.840  (m)         7446.97   (f) ADJ UNCH    2 0
 ER0110
 ER0110.Superseded values are not recommended for survey control.
 ER0110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0110.See file dsdata.txt to determine how the superseded data were derived.
 ER0110
 ER0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYC218821(NAD 83)
 ER0110_MARKER: DB = BENCH MARK DISK
 ER0110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ER0110_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ER0110_STAMPING: K 168 1935
 ER0110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0110+STABILITY: SURFACE MOTION
 ER0110
 ER0110  HISTORY     - Date     Condition        Report By
 ER0110  HISTORY     - 1935     MONUMENTED       CGS
 ER0110  HISTORY     - 1975     GOOD             USGS
 ER0110
 ER0110                          STATION DESCRIPTION
 ER0110
 ER0110'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 ER0110'20.7 MI SW FROM QUEMADO.
 ER0110'19.4 MI. S.W. ALONG APACHE CREEK HWY., THENCE E. 1.3 MI. ALONG ROAD TO
 ER0110'CASTLE ROCK.  (19.2 MI. N.W. OF MANGAS RANGER STA.) ABOUT 1.3 MI. SE
 ER0110'OF THE CHANDDALER CHAVEZ RANCH, ABOUT 0.1 MI. W. OF FENCE CORNER,
 ER0110'ABOUT 35 FT. S. OF CENTER LINE OF ROAD AND 1 FT. N. OF FENCE LINE.
 ER0110
 ER0110                          STATION RECOVERY (1975)
 ER0110
 ER0110'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 ER0110'8.0 MILES SOUTH WEST ALONG U.S. 60 FROM QUEMADO, CATRON CO. THENCE
 ER0110'9.6 MILES SOUTH ALONG N.M. 32 TO A JCT. OF N.M. 32 AND CASTLE ROCK
 ER0110'RD. THENCE 0.8 MILES EAST ALONG CASTLE ROCK RD. 0.1 MILES SOUTH OF
 ER0110'THE RD. ABOUT 0.1 MILE WEST OF A FENCE CORNER, 1.0 FT NORTH OF THE
 ER0110'FENCE A STANDARD DISK, STAMPED K 168 1953 AND SET IN THE TOP OF A
 ER0110'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0443 ***********************************************************************
 EQ0443  DESIGNATION -  K 169
 EQ0443  PID         -  EQ0443
 EQ0443  STATE/COUNTY-  NM/CATRON
 EQ0443  USGS QUAD   -  PASTURE CANYON (1995)
 EQ0443
 EQ0443                         *CURRENT SURVEY CONTROL
 EQ0443  ___________________________________________________________________
 EQ0443* NAD 83(1986)-  34 25 47.     (N)    107 52 28.     (W)     SCALED    
 EQ0443* NAVD 88     -      2156.779  (meters)    7076.03   (feet)  POSTED    
 EQ0443  ___________________________________________________________________
 EQ0443  GEOID HEIGHT-         -21.07  (meters)                     GEOID03
 EQ0443  DYNAMIC HT  -        2153.480 (meters)    7065.21  (feet)  COMP
 EQ0443  MODELED GRAV-     979,029.9   (mgal)                       NAVD 88
 EQ0443
 EQ0443  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EQ0443
 EQ0443.The horizontal coordinates were scaled from a topographic map and have
 EQ0443.an estimated accuracy of +/- 6 seconds.
 EQ0443
 EQ0443.The orthometric height was determined by differential leveling
 EQ0443.and adjusted by the National Geodetic Survey in 1992..
 EQ0443.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EQ0443.rate of 0.0 thru 1.0 mm/km.
 EQ0443
 EQ0443.The geoid height was determined by GEOID03.
 EQ0443
 EQ0443.The dynamic height is computed by dividing the NAVD 88
 EQ0443.geopotential number by the normal gravity value computed on the
 EQ0443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0443.degrees latitude (g = 980.6199 gals.).
 EQ0443
 EQ0443.The modeled gravity was interpolated from observed gravity values.
 EQ0443
 EQ0443;                    North         East    Units  Estimated Accuracy
 EQ0443;SPC NM W     -   380,320.      826,220.      MT  (+/- 180 meters Scaled)
 EQ0443
 EQ0443                          SUPERSEDED SURVEY CONTROL
 EQ0443
 EQ0443  NGVD 29 (??/??/92) 2155.829  (m)         7072.92   (f) ADJ UNCH    2 0
 EQ0443
 EQ0443.Superseded values are not recommended for survey control.
 EQ0443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0443.See file dsdata.txt to determine how the superseded data were derived.
 EQ0443
 EQ0443_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBU358135(NAD 83)
 EQ0443_MARKER: DB = BENCH MARK DISK
 EQ0443_SETTING: 66 = SET IN ROCK OUTCROP
 EQ0443_SP_SET: OUTCROP
 EQ0443_STAMPING: K 169 1935
 EQ0443_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EQ0443+STABILITY: POSITION/ELEVATION WELL
 EQ0443
 EQ0443  HISTORY     - Date     Condition        Report By
 EQ0443  HISTORY     - 1935     MONUMENTED       CGS
 EQ0443  HISTORY     - 1941     GOOD             NGS
 EQ0443
 EQ0443                          STATION DESCRIPTION
 EQ0443
 EQ0443'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 EQ0443'16.1 MI NE FROM TRES LAGUNAS.
 EQ0443'TO REACH BENCH MARK FROM THE POST OFFICE AT TRES LAGUNAS, PROCEED
 EQ0443'NORTHEAST ON GRADED ROAD, GO 9.8 MILES TO INTERSECTION OF ROADS NEAR
 EQ0443'THE MCPHAUL RANCH.  THENCE, TURN LEFT (NORTH) ONTO TRACK ROAD AND
 EQ0443'CONTINUE NORTHEAST FOR 6.3 MILES TO HIGH ROCK CLIFF AND SITE OF BENCH
 EQ0443'MARK.  BENCH MARK IS ON THE TOP OF A GRAY SANDSTONE OUTCROP.  ABOUT
 EQ0443'60.0 FEET SOUTH OF A HIGH ROCK CLIFF.  38.0 FEET SOUTH OF AND ABOUT
 EQ0443'THE SAME ELEVATION AS THE CENTERLINE OF THE ROAD.  OUTCROP IS ABOUT
 EQ0443'15.0 FEET LONG, 8.0 FEET WIDE AND 3.0 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GO0050 ***********************************************************************
 GO0050  DESIGNATION -  K 17
 GO0050  PID         -  GO0050
 GO0050  STATE/COUNTY-  NM/SAN JUAN
 GO0050  USGS QUAD   -  FARMINGTON SOUTH (1979)
 GO0050
 GO0050                         *CURRENT SURVEY CONTROL
 GO0050  ___________________________________________________________________
 GO0050* NAD 83(1986)-  36 42 07.     (N)    108 13 36.     (W)     SCALED    
 GO0050* NAVD 88     -      1767.235  (meters)    5798.00   (feet)  ADJUSTED  
 GO0050  ___________________________________________________________________
 GO0050  GEOID HEIGHT-         -21.18  (meters)                     GEOID03
 GO0050  DYNAMIC HT  -        1765.018 (meters)    5790.73  (feet)  COMP
 GO0050  MODELED GRAV-     979,314.8   (mgal)                       NAVD 88
 GO0050
 GO0050  VERT ORDER  -  SECOND    CLASS 0
 GO0050
 GO0050.The horizontal coordinates were scaled from a topographic map and have
 GO0050.an estimated accuracy of +/- 6 seconds.
 GO0050
 GO0050.The orthometric height was determined by differential leveling
 GO0050.and adjusted by the National Geodetic Survey in June 1991..
 GO0050
 GO0050.The geoid height was determined by GEOID03.
 GO0050
 GO0050.The dynamic height is computed by dividing the NAVD 88
 GO0050.geopotential number by the normal gravity value computed on the
 GO0050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GO0050.degrees latitude (g = 980.6199 gals.).
 GO0050
 GO0050.The modeled gravity was interpolated from observed gravity values.
 GO0050
 GO0050;                    North         East    Units  Estimated Accuracy
 GO0050;SPC NM W     -   632,480.      794,860.      MT  (+/- 180 meters Scaled)
 GO0050
 GO0050                          SUPERSEDED SURVEY CONTROL
 GO0050
 GO0050  NGVD 29 (??/??/92) 1766.255  (m)         5794.79   (f) ADJ UNCH    2 0
 GO0050
 GO0050.Superseded values are not recommended for survey control.
 GO0050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GO0050.See file dsdata.txt to determine how the superseded data were derived.
 GO0050
 GO0050_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYF477653(NAD 83)
 GO0050_MARKER: DB = BENCH MARK DISK
 GO0050_SETTING: 66 = SET IN ROCK OUTCROP
 GO0050_SP_SET: ROCK LEDGE
 GO0050_STAMPING: 5794.788 K 17 1927
 GO0050_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GO0050+STABILITY: POSITION/ELEVATION WELL
 GO0050
 GO0050  HISTORY     - Date     Condition        Report By
 GO0050  HISTORY     - 1927     MONUMENTED       CGS
 GO0050  HISTORY     - 1965     GOOD             USGS
 GO0050  HISTORY     - 1979     GOOD             NGS
 GO0050
 GO0050                          STATION DESCRIPTION
 GO0050
 GO0050'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 GO0050'2.65 MI SW FROM FARMINGTON.
 GO0050'ABOUT 2.65 MILES WEST AND SOUTH ALONG STATE HIGHWAY 371 FROM THE
 GO0050'INTERSECTION OF LAKE AND PINON STREETS AT THE SOUTHWEST CORNER OF SAN
 GO0050'JUAN HOSPITAL, FARMINGTON, SAN JUAN COUNTY.  ABOUT 300 FEET NORTHEAST
 GO0050'OF A WIDE CURVE, CONVEX NORTHEAST, IN THE HIGHWAY AT A POINT ABOUT 300
 GO0050'YARDS EAST OF A NARROW STEEP ROAD CUT.  ABOUT 30 FEET NORTH OF THE
 GO0050'CENTERLINE OF THE OLD NEWCOMB TO FARMINGTON CUT-OFF ROAD AT A HAIR-PIN
 GO0050'CURVE TO THE SOUTH, SET FLUSH IN A ROCK LEDGE ABOUT LEVEL WITH THE
 GO0050'ROAD.  A STANDARD DISK, STAMPED 5794.788 K 17 1927.
 GO0050
 GO0050                          STATION RECOVERY (1979)
 GO0050
 GO0050'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 GO0050'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GO0022 ***********************************************************************
 GO0022  DESIGNATION -  K 18
 GO0022  PID         -  GO0022
 GO0022  STATE/COUNTY-  NM/SAN JUAN
 GO0022  USGS QUAD   -  FARMINGTON SOUTH (1979)
 GO0022
 GO0022                         *CURRENT SURVEY CONTROL
 GO0022  ___________________________________________________________________
 GO0022* NAD 83(1986)-  36 43 41.     (N)    108 11 51.     (W)     SCALED    
 GO0022* NAVD 88     -      1613.602  (meters)    5293.96   (feet)  ADJUSTED  
 GO0022  ___________________________________________________________________
 GO0022  GEOID HEIGHT-         -21.14  (meters)                     GEOID03
 GO0022  DYNAMIC HT  -        1611.604 (meters)    5287.40  (feet)  COMP
 GO0022  MODELED GRAV-     979,337.0   (mgal)                       NAVD 88
 GO0022
 GO0022  VERT ORDER  -  FIRST     CLASS II
 GO0022
 GO0022.The horizontal coordinates were scaled from a topographic map and have
 GO0022.an estimated accuracy of +/- 6 seconds.
 GO0022
 GO0022.The orthometric height was determined by differential leveling
 GO0022.and adjusted by the National Geodetic Survey in June 1991..
 GO0022
 GO0022.The geoid height was determined by GEOID03.
 GO0022
 GO0022.The dynamic height is computed by dividing the NAVD 88
 GO0022.geopotential number by the normal gravity value computed on the
 GO0022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GO0022.degrees latitude (g = 980.6199 gals.).
 GO0022
 GO0022.The modeled gravity was interpolated from observed gravity values.
 GO0022
 GO0022;                    North         East    Units  Estimated Accuracy
 GO0022;SPC NM W     -   635,370.      797,470.      MT  (+/- 180 meters Scaled)
 GO0022
 GO0022                          SUPERSEDED SURVEY CONTROL
 GO0022
 GO0022  NGVD 29 (??/??/92) 1612.641  (m)         5290.81   (f) ADJ UNCH    1 2
 GO0022
 GO0022.Superseded values are not recommended for survey control.
 GO0022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GO0022.See file dsdata.txt to determine how the superseded data were derived.
 GO0022
 GO0022_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYF502683(NAD 83)
 GO0022_MARKER: DB = BENCH MARK DISK
 GO0022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GO0022_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GO0022_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GO0022+STABILITY: SURFACE MOTION
 GO0022
 GO0022  HISTORY     - Date     Condition        Report By
 GO0022  HISTORY     - UNK      MONUMENTED       CGS
 GO0022  HISTORY     - 1928     GOOD             NGS
 GO0022  HISTORY     - 1965     MARK NOT FOUND   USGS
 GO0022  HISTORY     - 1984     MARK NOT FOUND   NGS
 GO0022
 GO0022                          STATION DESCRIPTION
 GO0022
 GO0022'DESCRIBED BY NATIONAL GEODETIC SURVEY 1928
 GO0022'0.6 MI NE FROM FARMINGTON.
 GO0022'0.6 MILES NORTHEAST OF RR. STATION 40 FT. EAST OF D. AND R. G. W. RR.
 GO0022'TRACKS, 0.5 MILES SOUTHWEST OF MILE POST NO. 495, 20 FT. WEST OF A
 GO0022'ROAD, 70 FT. NORTH OF A CROSSING, IN RIGHT OF WAY FENCE CORNER. MARK
 GO0022'ON THE EDGE OF THE HIGHWAY.
 GO0022
 GO0022                          STATION RECOVERY (1965)
 GO0022
 GO0022'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 GO0022'MARK NOT FOUND.
 GO0022
 GO0022                          STATION RECOVERY (1984)
 GO0022
 GO0022'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GO0022'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0040 ***********************************************************************
 GM0040  DESIGNATION -  K 19
 GM0040  PID         -  GM0040
 GM0040  STATE/COUNTY-  NM/HARDING
 GM0040  USGS QUAD   -  MILLS EAST (1974)
 GM0040
 GM0040                         *CURRENT SURVEY CONTROL
 GM0040  ___________________________________________________________________
 GM0040* NAD 83(1986)-  36 02 34.     (N)    104 14 01.     (W)     SCALED    
 GM0040* NAVD 88     -      1845.234  (meters)    6053.91   (feet)  ADJUSTED  
 GM0040  ___________________________________________________________________
 GM0040  GEOID HEIGHT-         -19.42  (meters)                     GEOID03
 GM0040  DYNAMIC HT  -        1842.886 (meters)    6046.20  (feet)  COMP
 GM0040  MODELED GRAV-     979,293.6   (mgal)                       NAVD 88
 GM0040
 GM0040  VERT ORDER  -  SECOND    CLASS 0
 GM0040
 GM0040.The horizontal coordinates were scaled from a topographic map and have
 GM0040.an estimated accuracy of +/- 6 seconds.
 GM0040
 GM0040.The orthometric height was determined by differential leveling
 GM0040.and adjusted by the National Geodetic Survey in June 1991..
 GM0040
 GM0040.The geoid height was determined by GEOID03.
 GM0040
 GM0040.The dynamic height is computed by dividing the NAVD 88
 GM0040.geopotential number by the normal gravity value computed on the
 GM0040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GM0040.degrees latitude (g = 980.6199 gals.).
 GM0040
 GM0040.The modeled gravity was interpolated from observed gravity values.
 GM0040
 GM0040;                    North         East    Units  Estimated Accuracy
 GM0040;SPC NM E     -   559,270.      173,990.      MT  (+/- 180 meters Scaled)
 GM0040
 GM0040                          SUPERSEDED SURVEY CONTROL
 GM0040
 GM0040  NGVD 29 (??/??/92) 1844.418  (m)         6051.23   (f) ADJ UNCH    2 0
 GM0040
 GM0040.Superseded values are not recommended for survey control.
 GM0040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0040.See file dsdata.txt to determine how the superseded data were derived.
 GM0040
 GM0040_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEV690889(NAD 83)
 GM0040_MARKER: DB = BENCH MARK DISK
 GM0040_SETTING: 0 = UNSPECIFIED SETTING
 GM0040_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GM0040
 GM0040  HISTORY     - Date     Condition        Report By
 GM0040  HISTORY     - UNK      MONUMENTED       CGS
 GM0040  HISTORY     - 1974     GOOD             USGS
 GM0040
 GM0040                          STATION DESCRIPTION
 GM0040
 GM0040'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 GM0040'3.1 MI S FROM MILLS.
 GM0040'FROM OLD GRAIN TOWER IN MILLS, MEASURE APPRX. 3.1 MILES S. ALONG OLD
 GM0040'R.R. GRADE.  B.M. IS 86 FT. W. OF CENTERLINE OF INTERSECTION OF
 GM0040'HIGHWAY AND GRAVEL ROAD E. AND APPRX. 60 FT. E. OF OLD R.R. GRADE.
 GM0040'B.M. IS APPRX. 1.8 FT. HIGHER THAN ROAD INTERSECTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0862 ***********************************************************************
 GM0862  DESIGNATION -  K 19 RESET
 GM0862  PID         -  GM0862
 GM0862  STATE/COUNTY-  NM/HARDING
 GM0862  USGS QUAD   -  MILLS EAST (1974)
 GM0862
 GM0862                         *CURRENT SURVEY CONTROL
 GM0862  ___________________________________________________________________
 GM0862* NAD 83(1986)-  36 02 34.     (N)    104 14 01.     (W)     SCALED    
 GM0862* NAVD 88     -      1845.20   (+/-2cm)    6053.8    (feet)  VERTCON   
 GM0862  ___________________________________________________________________
 GM0862  GEOID HEIGHT-         -19.42  (meters)                     GEOID03
 GM0862
 GM0862  VERT ORDER  -  THIRD (See Below)
 GM0862
 GM0862.The horizontal coordinates were scaled from a topographic map and have
 GM0862.an estimated accuracy of +/- 6 seconds.
 GM0862
 GM0862.The NAVD 88 height was computed by applying the VERTCON shift value to
 GM0862.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GM0862.The vertical order pertains to the NGVD 29 superseded value.
 GM0862
 GM0862.The geoid height was determined by GEOID03.
 GM0862
 GM0862;                    North         East    Units  Estimated Accuracy
 GM0862;SPC NM E     -   559,270.      173,990.      MT  (+/- 180 meters Scaled)
 GM0862
 GM0862                          SUPERSEDED SURVEY CONTROL
 GM0862
 GM0862  NGVD 29 (06/15/00) 1844.39   (m)         6051.1    (f) RESET       3  
 GM0862
 GM0862.Superseded values are not recommended for survey control.
 GM0862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0862.See file dsdata.txt to determine how the superseded data were derived.
 GM0862
 GM0862_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEV690889(NAD 83)
 GM0862_MARKER: DV = VERTICAL CONTROL DISK
 GM0862_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GM0862_SP_SET: CONCRETE POST
 GM0862_STAMPING: K 19 RESET 1978
 GM0862_MARK LOGO: NGS   
 GM0862_MAGNETIC: N = NO MAGNETIC MATERIAL
 GM0862_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GM0862+STABILITY: SURFACE MOTION
 GM0862
 GM0862  HISTORY     - Date     Condition        Report By
 GM0862  HISTORY     - 1978     MONUMENTED       NGS
 GM0862
 GM0862                          STATION DESCRIPTION
 GM0862
 GM0862'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 GM0862'7.5 MILES NORTH ALONG STATE HIGHWAY 39 FROM THE JUNCTION OF STATE
 GM0862'HIGHWAYS 39 AND 120 IN ROY, IN THE NORTHEAST ANGLE OF CROSSROAD, 40.5
 GM0862'FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 45 FEET NORTH OF THE
 GM0862'CENTER OF A GRAVELED ROAD LEADING EAST FROM THE HIGHWAY, 26 FEET
 GM0862'NORTH OF THE CENTER OF A WIRE GATE, 1.6 FEET EAST OF HIGHWAY
 GM0862'RIGHT-OF-WAY FENCE LINE, 1.4 FEET SOUTH OF A METAL WITNESS POST, AND
 GM0862'PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0510 ***********************************************************************
 DR0510  DESIGNATION -  K 193
 DR0510  PID         -  DR0510
 DR0510  STATE/COUNTY-  NM/LINCOLN
 DR0510  USGS QUAD   -  CISTERN DRAW (1981)
 DR0510
 DR0510                         *CURRENT SURVEY CONTROL
 DR0510  ___________________________________________________________________
 DR0510* NAD 83(1986)-  33 51 55.     (N)    105 07 25.     (W)     SCALED    
 DR0510* NAVD 88     -      1552.154  (meters)    5092.36   (feet)  ADJUSTED  
 DR0510  ___________________________________________________________________
 DR0510  GEOID HEIGHT-         -21.87  (meters)                     GEOID03
 DR0510  DYNAMIC HT  -        1549.929 (meters)    5085.06  (feet)  COMP
 DR0510  MODELED GRAV-     979,148.4   (mgal)                       NAVD 88
 DR0510
 DR0510  VERT ORDER  -  SECOND    CLASS 0
 DR0510
 DR0510.The horizontal coordinates were scaled from a topographic map and have
 DR0510.an estimated accuracy of +/- 6 seconds.
 DR0510
 DR0510.The orthometric height was determined by differential leveling
 DR0510.and adjusted by the National Geodetic Survey in June 1991..
 DR0510
 DR0510.The geoid height was determined by GEOID03.
 DR0510
 DR0510.The dynamic height is computed by dividing the NAVD 88
 DR0510.geopotential number by the normal gravity value computed on the
 DR0510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0510.degrees latitude (g = 980.6199 gals.).
 DR0510
 DR0510.The modeled gravity was interpolated from observed gravity values.
 DR0510
 DR0510;                    North         East    Units  Estimated Accuracy
 DR0510;SPC NM C     -   318,280.      604,220.      MT  (+/- 180 meters Scaled)
 DR0510
 DR0510                          SUPERSEDED SURVEY CONTROL
 DR0510
 DR0510  NGVD 29 (??/??/92) 1551.434  (m)         5090.00   (f) ADJ UNCH    2 0
 DR0510
 DR0510.Superseded values are not recommended for survey control.
 DR0510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0510.See file dsdata.txt to determine how the superseded data were derived.
 DR0510
 DR0510_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDT885472(NAD 83)
 DR0510_MARKER: DB = BENCH MARK DISK
 DR0510_SETTING: 66 = SET IN ROCK OUTCROP
 DR0510_SP_SET: OUTCROP
 DR0510_STAMPING: K 193 1939
 DR0510_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DR0510+STABILITY: POSITION/ELEVATION WELL
 DR0510
 DR0510  HISTORY     - Date     Condition        Report By
 DR0510  HISTORY     - 1939     MONUMENTED       CGS
 DR0510
 DR0510                          STATION DESCRIPTION
 DR0510
 DR0510'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 DR0510'20.9 MI N FROM PURCELLA SCHOOLHOUSE.
 DR0510'ON DIM ROADS TO GARCIANA RANCH AND LON, 20.9 MILES NORTH OF
 DR0510'SCHOOLHOUSE.  ABOUT 150 FT. SOUTH OF THE NORTH END OF A DRY WASH WITH
 DR0510'ROCK BOTTOM EXPOSED, 43 YARDS EAST OF THE CENTERLINE OF ROAD.  36.0
 DR0510'FT. EAST OF THE CENTERLINE OF WASH.  2.0 FT. ABOVE THE SURFACE OF
 DR0510'ROAD.  1.5 FT WEST OF A SMALL ROCK CAIRN.  ON TOP OF A ROCK OUTCROP ON
 DR0510'THE WEST SIDE OF A SMALL HILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0157 ***********************************************************************
 GN0157  DESIGNATION -  K 195
 GN0157  PID         -  GN0157
 GN0157  STATE/COUNTY-  NM/RIO ARRIBA
 GN0157  USGS QUAD   -  CANONES (1995)
 GN0157
 GN0157                         *CURRENT SURVEY CONTROL
 GN0157  ___________________________________________________________________
 GN0157* NAD 83(1986)-  36 13 48.     (N)    106 24 00.     (W)     SCALED    
 GN0157* NAVD 88     -      1844.029  (meters)    6049.95   (feet)  ADJUSTED  
 GN0157  ___________________________________________________________________
 GN0157  GEOID HEIGHT-         -18.63  (meters)                     GEOID03
 GN0157  DYNAMIC HT  -        1841.574 (meters)    6041.90  (feet)  COMP
 GN0157  MODELED GRAV-     979,236.4   (mgal)                       NAVD 88
 GN0157
 GN0157  VERT ORDER  -  SECOND    CLASS 0
 GN0157
 GN0157.The horizontal coordinates were scaled from a topographic map and have
 GN0157.an estimated accuracy of +/- 6 seconds.
 GN0157
 GN0157.The orthometric height was determined by differential leveling
 GN0157.and adjusted by the National Geodetic Survey in June 1991..
 GN0157
 GN0157.The geoid height was determined by GEOID03.
 GN0157
 GN0157.The dynamic height is computed by dividing the NAVD 88
 GN0157.geopotential number by the normal gravity value computed on the
 GN0157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GN0157.degrees latitude (g = 980.6199 gals.).
 GN0157
 GN0157.The modeled gravity was interpolated from observed gravity values.
 GN0157
 GN0157;                    North         East    Units  Estimated Accuracy
 GN0157;SPC NM C     -   580,040.      486,520.      MT  (+/- 180 meters Scaled)
 GN0157
 GN0157                          SUPERSEDED SURVEY CONTROL
 GN0157
 GN0157  NGVD 29 (??/??/92) 1842.976  (m)         6046.50   (f) ADJ UNCH    2 0
 GN0157
 GN0157.Superseded values are not recommended for survey control.
 GN0157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0157.See file dsdata.txt to determine how the superseded data were derived.
 GN0157
 GN0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCA741103(NAD 83)
 GN0157_MARKER: DB = BENCH MARK DISK
 GN0157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GN0157_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GN0157_STAMPING: K 195 1939
 GN0157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GN0157+STABILITY: SURFACE MOTION
 GN0157
 GN0157  HISTORY     - Date     Condition        Report By
 GN0157  HISTORY     - 1939     MONUMENTED       CGS
 GN0157
 GN0157                          STATION DESCRIPTION
 GN0157
 GN0157'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 GN0157'5.9 MI NW FROM ABIQUIU.
 GN0157'ON U.S. HIGHWAY NO. 285, 5.9 MILES NORTHWEST OF POST OFFICE 33 FEET
 GN0157'SOUTHWEST OF CENTERLINE OF HIGHWAY.  200 YARDS WEST OF BEND IN CHAMA
 GN0157'RIVER TO THE NORTH.  5 FEET ABOVE ROAD AT BASE OF ROCKY CLIFF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0436 ***********************************************************************
 GM0436  DESIGNATION -  K 197
 GM0436  PID         -  GM0436
 GM0436  STATE/COUNTY-  NM/RIO ARRIBA
 GM0436  USGS QUAD   -  TRUCHAS (1995)
 GM0436
 GM0436                         *CURRENT SURVEY CONTROL
 GM0436  ___________________________________________________________________
 GM0436* NAD 83(1986)-  36 00 47.     (N)    105 51 52.     (W)     SCALED    
 GM0436* NAVD 88     -      2168.273  (meters)    7113.74   (feet)  ADJUSTED  
 GM0436  ___________________________________________________________________
 GM0436  GEOID HEIGHT-         -17.77  (meters)                     GEOID03
 GM0436  DYNAMIC HT  -        2165.294 (meters)    7103.97  (feet)  COMP
 GM0436  MODELED GRAV-     979,180.4   (mgal)                       NAVD 88
 GM0436
 GM0436  VERT ORDER  -  SECOND    CLASS 0
 GM0436
 GM0436.The horizontal coordinates were scaled from a topographic map and have
 GM0436.an estimated accuracy of +/- 6 seconds.
 GM0436
 GM0436.The orthometric height was determined by differential leveling
 GM0436.and adjusted by the National Geodetic Survey in June 1991..
 GM0436
 GM0436.The geoid height was determined by GEOID03.
 GM0436
 GM0436.The dynamic height is computed by dividing the NAVD 88
 GM0436.geopotential number by the normal gravity value computed on the
 GM0436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GM0436.degrees latitude (g = 980.6199 gals.).
 GM0436
 GM0436.The modeled gravity was interpolated from observed gravity values.
 GM0436
 GM0436;                    North         East    Units  Estimated Accuracy
 GM0436;SPC NM C     -   556,030.      534,750.      MT  (+/- 180 meters Scaled)
 GM0436
 GM0436                          SUPERSEDED SURVEY CONTROL
 GM0436
 GM0436  NGVD 29 (??/??/92) 2167.210  (m)         7110.25   (f) ADJ UNCH    2 0
 GM0436
 GM0436.Superseded values are not recommended for survey control.
 GM0436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0436.See file dsdata.txt to determine how the superseded data were derived.
 GM0436
 GM0436_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV221857(NAD 83)
 GM0436_MARKER: DB = BENCH MARK DISK
 GM0436_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GM0436_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GM0436_STAMPING: K 197 1940
 GM0436_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GM0436+STABILITY: SURFACE MOTION
 GM0436
 GM0436  HISTORY     - Date     Condition        Report By
 GM0436  HISTORY     - 1940     MONUMENTED       CGS
 GM0436
 GM0436                          STATION DESCRIPTION
 GM0436
 GM0436'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 GM0436'4.2 MI NE FROM CHIMAYO.
 GM0436'TO REACH FROM THE CHIMAYO PUBLIC GRADE SCHOOL, PROCEED NORTHEASTERLY
 GM0436'ALONG ROAD TOWARDS TRUCHAS, GO 4.2 MILES.  BENCH MARK IS ON A SMALL
 GM0436'FLAT JUST NORTH OF A KNOLL.  26 FEET WEST OF THE CENTER LINE OF THE
 GM0436'ROAD.  2.0 FEET NORTH OF A 4 X 4 INCH WHITE WOODEN POST PROJECTING 2.0
 GM0436'FEET.  MONUMENT PROJECTS 0.3 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0581 ***********************************************************************
 FO0581  DESIGNATION -  K 198
 FO0581  PID         -  FO0581
 FO0581  STATE/COUNTY-  NM/SANDOVAL
 FO0581  USGS QUAD   -  PONDEROSA (1993)
 FO0581
 FO0581                         *CURRENT SURVEY CONTROL
 FO0581  ___________________________________________________________________
 FO0581* NAD 83(1986)-  35 40 54.     (N)    106 44 15.     (W)     SCALED    
 FO0581* NAVD 88     -      1740.628  (meters)    5710.71   (feet)  ADJUSTED  
 FO0581  ___________________________________________________________________
 FO0581  GEOID HEIGHT-         -19.73  (meters)                     GEOID03
 FO0581  DYNAMIC HT  -        1738.310 (meters)    5703.11  (feet)  COMP
 FO0581  MODELED GRAV-     979,240.5   (mgal)                       NAVD 88
 FO0581
 FO0581  VERT ORDER  -  SECOND    CLASS 0
 FO0581
 FO0581.The horizontal coordinates were scaled from a topographic map and have
 FO0581.an estimated accuracy of +/- 6 seconds.
 FO0581
 FO0581.The orthometric height was determined by differential leveling
 FO0581.and adjusted by the National Geodetic Survey in June 1991..
 FO0581
 FO0581.The geoid height was determined by GEOID03.
 FO0581
 FO0581.The dynamic height is computed by dividing the NAVD 88
 FO0581.geopotential number by the normal gravity value computed on the
 FO0581.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0581.degrees latitude (g = 980.6199 gals.).
 FO0581
 FO0581.The modeled gravity was interpolated from observed gravity values.
 FO0581
 FO0581;                    North         East    Units  Estimated Accuracy
 FO0581;SPC NM C     -   519,310.      455,870.      MT  (+/- 180 meters Scaled)
 FO0581
 FO0581                          SUPERSEDED SURVEY CONTROL
 FO0581
 FO0581  NGVD 29 (??/??/92) 1739.703  (m)         5707.68   (f) ADJ UNCH    2 0
 FO0581
 FO0581.Superseded values are not recommended for survey control.
 FO0581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0581.See file dsdata.txt to determine how the superseded data were derived.
 FO0581
 FO0581_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV427500(NAD 83)
 FO0581_MARKER: DB = BENCH MARK DISK
 FO0581_SETTING: 66 = SET IN ROCK OUTCROP
 FO0581_SP_SET: SET IN ROCK OUTCROP
 FO0581_STAMPING: K 198 1940
 FO0581_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FO0581+STABILITY: POSITION/ELEVATION WELL
 FO0581
 FO0581  HISTORY     - Date     Condition        Report By
 FO0581  HISTORY     - 1940     MONUMENTED       CGS
 FO0581  HISTORY     - 1952     GOOD             USGS
 FO0581
 FO0581                          STATION DESCRIPTION
 FO0581
 FO0581'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 FO0581'5.4 MI N FROM JEMEZ.
 FO0581'5.4 MILES NORTH OF, ALONG STATE HIGHWAY 4 FROM THE CATHOLIC CHURCH IN
 FO0581'JEMEZ, AT THE FOOT OF A SHORT GRADE, 100 FEET EAST OF THE CENTERLINE
 FO0581'OF THE HIGHWAY IN THE TOP OF A RED ROCK OUTCROP WITH A SMALL WASH
 FO0581'RUNNING THROUGH IT, 2.3 FEET NORTH OF THE WASH, AND 6 FEET HIGHER THAN
 FO0581'THE HIGHWAY.  A STANDARD DISK, STAMPED K 198 1940.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0311 ***********************************************************************
 EQ0311  DESIGNATION -  K 2
 EQ0311  PID         -  EQ0311
 EQ0311  STATE/COUNTY-  NM/VALENCIA
 EQ0311  USGS QUAD   -  DALIES (1991)
 EQ0311
 EQ0311                         *CURRENT SURVEY CONTROL
 EQ0311  ___________________________________________________________________
 EQ0311* NAD 83(1986)-  34 51 20.     (N)    106 47 42.     (W)     SCALED    
 EQ0311* NAVD 88     -      1559.252  (meters)    5115.65   (feet)  POSTED    
 EQ0311  ___________________________________________________________________
 EQ0311  GEOID HEIGHT-         -21.81  (meters)                     GEOID03
 EQ0311  DYNAMIC HT  -        1557.090 (meters)    5108.55  (feet)  COMP
 EQ0311  MODELED GRAV-     979,193.4   (mgal)                       NAVD 88
 EQ0311
 EQ0311  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EQ0311
 EQ0311.The horizontal coordinates were scaled from a topographic map and have
 EQ0311.an estimated accuracy of +/- 6 seconds.
 EQ0311
 EQ0311.The orthometric height was determined by differential leveling
 EQ0311.and adjusted by the National Geodetic Survey in 1992..
 EQ0311.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EQ0311.rate of 0.0 thru 1.0 mm/km.
 EQ0311
 EQ0311.The geoid height was determined by GEOID03.
 EQ0311
 EQ0311.The dynamic height is computed by dividing the NAVD 88
 EQ0311.geopotential number by the normal gravity value computed on the
 EQ0311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0311.degrees latitude (g = 980.6199 gals.).
 EQ0311
 EQ0311.The modeled gravity was interpolated from observed gravity values.
 EQ0311
 EQ0311;                    North         East    Units  Estimated Accuracy
 EQ0311;SPC NM C     -   427,690.      450,170.      MT  (+/- 180 meters Scaled)
 EQ0311
 EQ0311                          SUPERSEDED SURVEY CONTROL
 EQ0311
 EQ0311.No superseded survey control is available for this station.
 EQ0311
 EQ0311_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU359584(NAD 83)
 EQ0311_MARKER: DB = BENCH MARK DISK
 EQ0311_SETTING: 66 = SET IN ROCK OUTCROP
 EQ0311_SP_SET: STONE
 EQ0311_STAMPING: 5112.805
 EQ0311_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EQ0311+STABILITY: POSITION/ELEVATION WELL
 EQ0311
 EQ0311  HISTORY     - Date     Condition        Report By
 EQ0311  HISTORY     - UNK      MONUMENTED       CGS
 EQ0311  HISTORY     - 1934     GOOD             NGS
 EQ0311
 EQ0311                          STATION DESCRIPTION
 EQ0311
 EQ0311'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 EQ0311'1.2 MI W FROM MANZANA.
 EQ0311'ABOUT 1.2 MILES WEST OF MANZANA, VALENCIA COUNTY, N. MEX., 10 1/2
 EQ0311'POLES WEST OF MILEPOST 19, IN THE NORTH END OF THE WEST ABUTMENT OF
 EQ0311'STEEL-GIRDER BRIDGE B20, ON THE ATCHISON, TOPEKA AND SANTA FE RAILWAY,
 EQ0311'1.1 FEET FROM THE FACE AND 1.5 FEET FROM THE END OF THE COPING STONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0223 ***********************************************************************
 GM0223  DESIGNATION -  K 20
 GM0223  PID         -  GM0223
 GM0223  STATE/COUNTY-  NM/COLFAX
 GM0223  USGS QUAD   -  MAXWELL (1971)
 GM0223
 GM0223                         *CURRENT SURVEY CONTROL
 GM0223  ___________________________________________________________________
 GM0223* NAD 83(1986)-  36 34 05.     (N)    104 32 06.     (W)     SCALED    
 GM0223* NAVD 88     -      1815.943  (meters)    5957.81   (feet)  POSTED    
 GM0223  ___________________________________________________________________
 GM0223  GEOID HEIGHT-         -18.65  (meters)                     GEOID03
 GM0223  DYNAMIC HT  -        1813.660 (meters)    5950.32  (feet)  COMP
 GM0223  MODELED GRAV-     979,310.9   (mgal)                       NAVD 88
 GM0223
 GM0223  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 GM0223
 GM0223.The horizontal coordinates were scaled from a topographic map and have
 GM0223.an estimated accuracy of +/- 6 seconds.
 GM0223
 GM0223.The orthometric height was determined by differential leveling
 GM0223.and adjusted by the National Geodetic Survey in 1992..
 GM0223.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 GM0223.rate of 1.1 thru 2.0 mm/km.
 GM0223
 GM0223.The geoid height was determined by GEOID03.
 GM0223
 GM0223.The dynamic height is computed by dividing the NAVD 88
 GM0223.geopotential number by the normal gravity value computed on the
 GM0223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GM0223.degrees latitude (g = 980.6199 gals.).
 GM0223
 GM0223.The modeled gravity was interpolated from observed gravity values.
 GM0223
 GM0223;                    North         East    Units  Estimated Accuracy
 GM0223;SPC NM E     -   617,570.      146,950.      MT  (+/- 180 meters Scaled)
 GM0223
 GM0223                          SUPERSEDED SURVEY CONTROL
 GM0223
 GM0223  NGVD 29 (??/??/92) 1815.086  (m)         5954.99   (f) ADJ UNCH    1 2
 GM0223
 GM0223.Superseded values are not recommended for survey control.
 GM0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0223.See file dsdata.txt to determine how the superseded data were derived.
 GM0223
 GM0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEA416470(NAD 83)
 GM0223_MARKER: DB = BENCH MARK DISK
 GM0223_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GM0223_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GM0223_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GM0223+STABILITY: SURFACE MOTION
 GM0223
 GM0223  HISTORY     - Date     Condition        Report By
 GM0223  HISTORY     - UNK      MONUMENTED       CGS
 GM0223  HISTORY     - 1929     GOOD             NGS
 GM0223  HISTORY     - 1934     GOOD             NGS
 GM0223
 GM0223                          STATION DESCRIPTION
 GM0223
 GM0223'DESCRIBED BY NATIONAL GEODETIC SURVEY 1929
 GM0223'2.1 MI N FROM MAXWELL.
 GM0223'2.1 MILES NORTH OF MAXWELL, 99 FEET EAST OF THE CENTERLINE OF THE
 GM0223'TRACK OF ATCHISON TOPEKA AND SANTA FE R.R. ONE FOOT WEST OF WIRE FENCE
 GM0223'MARKING RIGHT OF WAY, ACROSS THE TRACK FROM MILE POST NO. 684.
 GM0223
 GM0223                          STATION RECOVERY (1934)
 GM0223
 GM0223'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 GM0223'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0544 ***********************************************************************
 DQ0544  DESIGNATION -  K 200
 DQ0544  PID         -  DQ0544
 DQ0544  STATE/COUNTY-  NM/ROOSEVELT
 DQ0544  USGS QUAD   -  BADGER LAKE (1979)
 DQ0544
 DQ0544                         *CURRENT SURVEY CONTROL
 DQ0544  ___________________________________________________________________
 DQ0544* NAD 83(1986)-  33 59 32.     (N)    103 36 17.     (W)     SCALED    
 DQ0544* NAVD 88     -      1335.780  (meters)    4382.47   (feet)  POSTED    
 DQ0544  ___________________________________________________________________
 DQ0544  GEOID HEIGHT-         -22.75  (meters)                     GEOID03
 DQ0544  DYNAMIC HT  -        1334.000 (meters)    4376.63  (feet)  COMP
 DQ0544  MODELED GRAV-     979,254.8   (mgal)                       NAVD 88
 DQ0544
 DQ0544  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 DQ0544
 DQ0544.The horizontal coordinates were scaled from a topographic map and have
 DQ0544.an estimated accuracy of +/- 6 seconds.
 DQ0544
 DQ0544.The orthometric height was determined by differential leveling
 DQ0544.and adjusted by the National Geodetic Survey in 1992..
 DQ0544.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 DQ0544.rate of 2.1 thru 3.0 mm/km.
 DQ0544
 DQ0544.The geoid height was determined by GEOID03.
 DQ0544
 DQ0544.The dynamic height is computed by dividing the NAVD 88
 DQ0544.geopotential number by the normal gravity value computed on the
 DQ0544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0544.degrees latitude (g = 980.6199 gals.).
 DQ0544
 DQ0544.The modeled gravity was interpolated from observed gravity values.
 DQ0544
 DQ0544;                    North         East    Units  Estimated Accuracy
 DQ0544;SPC NM E     -   332,030.      232,310.      MT  (+/- 180 meters Scaled)
 DQ0544
 DQ0544                          SUPERSEDED SURVEY CONTROL
 DQ0544
 DQ0544  NGVD 29 (??/??/92) 1335.174  (m)         4380.48   (f) ADJ UNCH    1 2
 DQ0544
 DQ0544.Superseded values are not recommended for survey control.
 DQ0544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0544.See file dsdata.txt to determine how the superseded data were derived.
 DQ0544
 DQ0544_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFT288621(NAD 83)
 DQ0544_MARKER: DB = BENCH MARK DISK
 DQ0544_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DQ0544_SP_SET: CULVERT
 DQ0544_STAMPING: K 200 1940
 DQ0544_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DQ0544
 DQ0544  HISTORY     - Date     Condition        Report By
 DQ0544  HISTORY     - 1940     MONUMENTED       CGS
 DQ0544  HISTORY     - 1975     MARK NOT FOUND   NGS
 DQ0544  HISTORY     - 1982     MARK NOT FOUND   NGS
 DQ0544
 DQ0544                          STATION DESCRIPTION
 DQ0544
 DQ0544'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 DQ0544'4.3 MI NE FROM ELIDA.
 DQ0544'4.3 MILES NORTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 DQ0544'FROM THE STATION AT ELIDA, 0.1 MILE NORTHEAST OF MILEPOST 38, 125 FEET
 DQ0544'SOUTHEAST OF THE CENTERLINE OF THE TRACK, ON U.S. HIGHWAY 70, AT A
 DQ0544'CONCRETE CULVERT, IN THE TOP OF THE SOUTHWEST END OF THE NORTHWEST
 DQ0544'HEADWALL, AND 24 FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY.  A
 DQ0544'STANDARD DISK, STAMPED K 200 1940.
 DQ0544
 DQ0544                          STATION RECOVERY (1975)
 DQ0544
 DQ0544'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 DQ0544'MARK NOT FOUND.
 DQ0544
 DQ0544                          STATION RECOVERY (1982)
 DQ0544
 DQ0544'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 DQ0544'THE HEADWALL AND CULVERT ARE NO LONGER AT THIS LOCATION AND THE MARK
 DQ0544'SHOULD BE CONSIDERED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0577 ***********************************************************************
 DQ0577  DESIGNATION -  K 201
 DQ0577  PID         -  DQ0577
 DQ0577  STATE/COUNTY-  NM/CHAVES
 DQ0577  USGS QUAD   -  KENNA SW (1979)
 DQ0577
 DQ0577                         *CURRENT SURVEY CONTROL
 DQ0577  ___________________________________________________________________
 DQ0577* NAD 83(1986)-  33 46 00.     (N)    103 54 58.     (W)     SCALED    
 DQ0577* NAVD 88     -      1276.911  (meters)    4189.33   (feet)  ADJUSTED  
 DQ0577  ___________________________________________________________________
 DQ0577  GEOID HEIGHT-         -22.99  (meters)                     GEOID03
 DQ0577  DYNAMIC HT  -        1275.180 (meters)    4183.65  (feet)  COMP
 DQ0577  MODELED GRAV-     979,235.8   (mgal)                       NAVD 88
 DQ0577
 DQ0577  VERT ORDER  -  FIRST     CLASS II
 DQ0577
 DQ0577.The horizontal coordinates were scaled from a topographic map and have
 DQ0577.an estimated accuracy of +/- 6 seconds.
 DQ0577
 DQ0577.The orthometric height was determined by differential leveling
 DQ0577.and adjusted by the National Geodetic Survey in June 1991..
 DQ0577
 DQ0577.The geoid height was determined by GEOID03.
 DQ0577
 DQ0577.The dynamic height is computed by dividing the NAVD 88
 DQ0577.geopotential number by the normal gravity value computed on the
 DQ0577.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0577.degrees latitude (g = 980.6199 gals.).
 DQ0577
 DQ0577.The modeled gravity was interpolated from observed gravity values.
 DQ0577
 DQ0577;                    North         East    Units  Estimated Accuracy
 DQ0577;SPC NM E     -   306,860.      203,650.      MT  (+/- 180 meters Scaled)
 DQ0577
 DQ0577                          SUPERSEDED SURVEY CONTROL
 DQ0577
 DQ0577  NGVD 29 (??/??/92) 1276.299  (m)         4187.32   (f) ADJ UNCH    1 2
 DQ0577
 DQ0577.Superseded values are not recommended for survey control.
 DQ0577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0577.See file dsdata.txt to determine how the superseded data were derived.
 DQ0577
 DQ0577_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFT003368(NAD 83)
 DQ0577_MARKER: DB = BENCH MARK DISK
 DQ0577_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0577_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DQ0577_STAMPING: K 201 1941
 DQ0577_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0577+STABILITY: SURFACE MOTION
 DQ0577
 DQ0577  HISTORY     - Date     Condition        Report By
 DQ0577  HISTORY     - 1941     MONUMENTED       CGS
 DQ0577  HISTORY     - 1982     MARK NOT FOUND   NGS
 DQ0577
 DQ0577                          STATION DESCRIPTION
 DQ0577
 DQ0577'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 DQ0577'3.8 MI NE FROM BOAZ.
 DQ0577'3.8 MILES NORTHEAST ALONG THE ATCHISON,TOPEKA AND SANTA FE RAILWAY
 DQ0577'FROM THE STATION AT BOAZ, 0.1 MILE SOUTHWEST OF MILEPOST 62, 96.5 FEET
 DQ0577'NORTHWEST OF THE CENTERLINE OF THE TRACK, 9 FEET EAST OF A POLE, 4.5
 DQ0577'FEET SOUTHEAST OF THE RIGHT-OF-WAY FENCE, 2.5 FEET WEST OF A WHITE
 DQ0577'WOODEN WITNESS POST, AND ABOUT 1 FOOT LOWER THAN THE TRACK.  A
 DQ0577'STANDARD DISK, STAMPED K 201 1941 AND SET IN THE TOP OF A CONCRETE
 DQ0577'POST PROJECTING 0.8 FOOT ABOVE GROUND.
 DQ0577
 DQ0577                          STATION RECOVERY (1982)
 DQ0577
 DQ0577'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 DQ0577'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0061 ***********************************************************************
 DR0061  DESIGNATION -  K 202
 DR0061  PID         -  DR0061
 DR0061  STATE/COUNTY-  NM/CHAVES
 DR0061  USGS QUAD   -  ACME (1982)
 DR0061
 DR0061                         *CURRENT SURVEY CONTROL
 DR0061  ___________________________________________________________________
 DR0061* NAD 83(1986)-  33 35 22.     (N)    104 20 49.     (W)     SCALED    
 DR0061* NAVD 88     -      1105.740  (meters)    3627.75   (feet)  ADJUSTED  
 DR0061  ___________________________________________________________________
 DR0061  GEOID HEIGHT-         -23.24  (meters)                     GEOID03
 DR0061  DYNAMIC HT  -        1104.262 (meters)    3622.90  (feet)  COMP
 DR0061  MODELED GRAV-     979,262.4   (mgal)                       NAVD 88
 DR0061
 DR0061  VERT ORDER  -  FIRST     CLASS II
 DR0061
 DR0061.The horizontal coordinates were scaled from a topographic map and have
 DR0061.an estimated accuracy of +/- 6 seconds.
 DR0061
 DR0061.The orthometric height was determined by differential leveling
 DR0061.and adjusted by the National Geodetic Survey in June 1991..
 DR0061
 DR0061.The geoid height was determined by GEOID03.
 DR0061
 DR0061.The dynamic height is computed by dividing the NAVD 88
 DR0061.geopotential number by the normal gravity value computed on the
 DR0061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0061.degrees latitude (g = 980.6199 gals.).
 DR0061
 DR0061.The modeled gravity was interpolated from observed gravity values.
 DR0061
 DR0061;                    North         East    Units  Estimated Accuracy
 DR0061;SPC NM E     -   287,120.      163,740.      MT  (+/- 180 meters Scaled)
 DR0061
 DR0061                          SUPERSEDED SURVEY CONTROL
 DR0061
 DR0061  NGVD 29 (??/??/92) 1105.206  (m)         3626.00   (f) ADJ UNCH    1 2
 DR0061
 DR0061.Superseded values are not recommended for survey control.
 DR0061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0061.See file dsdata.txt to determine how the superseded data were derived.
 DR0061
 DR0061_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SET605168(NAD 83)
 DR0061_MARKER: DB = BENCH MARK DISK
 DR0061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR0061_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DR0061_STAMPING: K 202 1941
 DR0061_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR0061+STABILITY: SURFACE MOTION
 DR0061
 DR0061  HISTORY     - Date     Condition        Report By
 DR0061  HISTORY     - 1941     MONUMENTED       CGS
 DR0061  HISTORY     - 1961     GOOD             NGS
 DR0061  HISTORY     - 1982     MARK NOT FOUND   NGS
 DR0061
 DR0061                          STATION DESCRIPTION
 DR0061
 DR0061'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 DR0061'1.1 MI SW FROM ACME.
 DR0061'1.0 MILES SOUTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 DR0061'FROM THE STATION AT ACME, 0.1 MILE SOUTH OF MILE POST 91, 98 FEET
 DR0061'NORTHWEST OF THE CENTER OF THE TRACKS, 36 FEET SOUTHEAST OF THE RIGHT
 DR0061'OF WAY FENCE, 3 FEET SOUTH OF A WHITE WOODEN WITNESS POST, 3 FEET
 DR0061'BELOW THE LEVEL OF THE RAILROAD, SET IN TOP OF A SQUARE CONCRETE POST
 DR0061'PROJECTING 7 INCHES.
 DR0061
 DR0061                          STATION RECOVERY (1982)
 DR0061
 DR0061'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 DR0061'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0107 ***********************************************************************
 CW0107  DESIGNATION -  K 203
 CW0107  PID         -  CW0107
 CW0107  STATE/COUNTY-  NM/EDDY
 CW0107  USGS QUAD   -  DIAMOND MOUND (1951)
 CW0107
 CW0107                         *CURRENT SURVEY CONTROL
 CW0107  ___________________________________________________________________
 CW0107* NAD 83(1986)-  32 54 09.     (N)    104 07 52.     (W)     SCALED    
 CW0107* NAVD 88     -      1090.355  (meters)    3577.27   (feet)  ADJUSTED  
 CW0107  ___________________________________________________________________
 CW0107  GEOID HEIGHT-         -22.85  (meters)                     GEOID03
 CW0107  DYNAMIC HT  -        1088.862 (meters)    3572.37  (feet)  COMP
 CW0107  MODELED GRAV-     979,231.2   (mgal)                       NAVD 88
 CW0107
 CW0107  VERT ORDER  -  SECOND    CLASS 0
 CW0107
 CW0107.The horizontal coordinates were scaled from a topographic map and have
 CW0107.an estimated accuracy of +/- 6 seconds.
 CW0107
 CW0107.The orthometric height was determined by differential leveling
 CW0107.and adjusted by the National Geodetic Survey in June 1991..
 CW0107
 CW0107.The geoid height was determined by GEOID03.
 CW0107
 CW0107.The dynamic height is computed by dividing the NAVD 88
 CW0107.geopotential number by the normal gravity value computed on the
 CW0107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0107.degrees latitude (g = 980.6199 gals.).
 CW0107
 CW0107.The modeled gravity was interpolated from observed gravity values.
 CW0107
 CW0107;                    North         East    Units  Estimated Accuracy
 CW0107;SPC NM E     -   210,960.      183,920.      MT  (+/- 180 meters Scaled)
 CW0107
 CW0107                          SUPERSEDED SURVEY CONTROL
 CW0107
 CW0107  NGVD 29 (??/??/92) 1089.891  (m)         3575.75   (f) ADJ UNCH    2 0
 CW0107
 CW0107.Superseded values are not recommended for survey control.
 CW0107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0107.See file dsdata.txt to determine how the superseded data were derived.
 CW0107
 CW0107_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES812408(NAD 83)
 CW0107_MARKER: DB = BENCH MARK DISK
 CW0107_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CW0107_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CW0107_STAMPING: K 203 1941
 CW0107_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CW0107+STABILITY: SURFACE MOTION
 CW0107
 CW0107  HISTORY     - Date     Condition        Report By
 CW0107  HISTORY     - 1941     MONUMENTED       CGS
 CW0107
 CW0107                          STATION DESCRIPTION
 CW0107
 CW0107'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 CW0107'22.6 MI NE FROM ARTESIA.
 CW0107'TO REACH BENCH MARK FROM THE RAILROAD STATION IN ARTESIA, PROCEED EAST
 CW0107'ON STATE HIGHWAY NO. 83, GO 15.1 MILES TO INTERSECTION OF ROAD NORTH
 CW0107'THROUGH THE TURKEY TRACT.  THENCE, TURN LEFT (NORTH), ONTO TURKEY
 CW0107'TRACT ROAD, GO 3.1 MILES TO A RANCH HOUSE.  THENCE, PASS RANCH HOUSE
 CW0107'AND CONTINUE NORTHERLY, GO 3.3 MILES TO A GATE, PASS THROUGH GATE AND
 CW0107'GO 1.1 MILES TO SITE OF BENCH MARK.  NOTE-- BENCH MARK IS 1.0 MILES
 CW0107'SOUTH OF A WINDMILL KNOWN AS SALT WELL, ABOUT 0.4 MILES NORTH OF A
 CW0107'RESERVOIR.  30 FEET WEST OF AND THE SAME ELEVATION AS THE CENTER LINE
 CW0107'OF THE ROAD.  3 FEET EAST OF A 4 X 4 INCH WOODEN MARKER POST. THE
 CW0107'MONUMENT PROJECTS 0.8 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0796 ***********************************************************************
 DR0796  DESIGNATION -  K 204
 DR0796  PID         -  DR0796
 DR0796  STATE/COUNTY-  NM/CHAVES
 DR0796  USGS QUAD   -  CONNOR WELL (1952)
 DR0796
 DR0796                         *CURRENT SURVEY CONTROL
 DR0796  ___________________________________________________________________
 DR0796* NAD 83(1986)-  33 12 44.     (N)    104 05 10.     (W)     SCALED    
 DR0796* NAVD 88     -      1112.994  (meters)    3651.55   (feet)  ADJUSTED  
 DR0796  ___________________________________________________________________
 DR0796  GEOID HEIGHT-         -22.89  (meters)                     GEOID03
 DR0796  DYNAMIC HT  -        1111.479 (meters)    3646.58  (feet)  COMP
 DR0796  MODELED GRAV-     979,238.6   (mgal)                       NAVD 88
 DR0796
 DR0796  VERT ORDER  -  SECOND    CLASS 0
 DR0796
 DR0796.The horizontal coordinates were scaled from a topographic map and have
 DR0796.an estimated accuracy of +/- 6 seconds.
 DR0796
 DR0796.The orthometric height was determined by differential leveling
 DR0796.and adjusted by the National Geodetic Survey in June 1991..
 DR0796
 DR0796.The geoid height was determined by GEOID03.
 DR0796
 DR0796.The dynamic height is computed by dividing the NAVD 88
 DR0796.geopotential number by the normal gravity value computed on the
 DR0796.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0796.degrees latitude (g = 980.6199 gals.).
 DR0796
 DR0796.The modeled gravity was interpolated from observed gravity values.
 DR0796
 DR0796;                    North         East    Units  Estimated Accuracy
 DR0796;SPC NM E     -   245,320.      188,050.      MT  (+/- 180 meters Scaled)
 DR0796
 DR0796                          SUPERSEDED SURVEY CONTROL
 DR0796
 DR0796  NGVD 29 (??/??/92) 1112.536  (m)         3650.05   (f) ADJ UNCH    2 0
 DR0796
 DR0796.Superseded values are not recommended for survey control.
 DR0796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0796.See file dsdata.txt to determine how the superseded data were derived.
 DR0796
 DR0796_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES851751(NAD 83)
 DR0796_MARKER: DB = BENCH MARK DISK
 DR0796_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR0796_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DR0796_STAMPING: K 204 1941
 DR0796_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR0796+STABILITY: SURFACE MOTION
 DR0796
 DR0796  HISTORY     - Date     Condition        Report By
 DR0796  HISTORY     - 1941     MONUMENTED       CGS
 DR0796
 DR0796                          STATION DESCRIPTION
 DR0796
 DR0796'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 DR0796'18.8 MI E FROM DEXTER.
 DR0796'TO REACH BENCH MARK FROM THE DEXTER RAILROAD STATION, PROCEED EAST ON
 DR0796'MAIN ROAD, GO 2.0 MILES.  THENCE, TURN LEFT (NORTH), GO 0.8 MILES.
 DR0796'THENCE, TURN RIGHT (NORTHEAST), GO 0.3 MILES.  THENCE, TURN RIGHT
 DR0796'(EASTERLY), GO 1.7 MILES.  THENCE, TURN RIGHT (SOUTH), GO 0.6 MILES.
 DR0796'THENCE, TURN LEFT (EASTERLY), GO 2.6 MILES TO FORK IN ROAD.  THENCE
 DR0796'TAKE LEFT FORK, GO 0.2 MILES TO FORK.  THENCE, TAKE RIGHT FORK, GO 7.6
 DR0796'MILES TO A GATE NEAR A LARGE STEEL TANK, PASS THROUGH GATE AND
 DR0796'CONTINUE EASTERLY 3.0 MILES TO SITE OF BENCH MARK.  BENCH MARK IS 2.9
 DR0796'MILES EAST OF A LARGE STEEL WATER TANK WHICH IS NEAR THE INTERSECTION
 DR0796'OF THE EAST-WEST AND NORTH-SOUTH ROADS.  24 FEET NORTH OF AND ABOUT
 DR0796'THE SAME ELEVATION AS THE CENTER LINE OF THE ROAD.  3 FEET EAST OF A 4
 DR0796'X 4 INCH WOODEN MARKER POST.  THE MONUMENT PROJECTS 0.6 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0161 ***********************************************************************
 DR0161  DESIGNATION -  K 205
 DR0161  PID         -  DR0161
 DR0161  STATE/COUNTY-  NM/CHAVES
 DR0161  USGS QUAD   -  HAGERMAN (1975)
 DR0161
 DR0161                         *CURRENT SURVEY CONTROL
 DR0161  ___________________________________________________________________
 DR0161* NAD 83(1986)-  33 06 04.     (N)    104 15 17.     (W)     SCALED    
 DR0161* NAVD 88     -      1053.012  (meters)    3454.76   (feet)  ADJUSTED  
 DR0161  ___________________________________________________________________
 DR0161  GEOID HEIGHT-         -23.07  (meters)                     GEOID03
 DR0161  DYNAMIC HT  -        1051.578 (meters)    3450.05  (feet)  COMP
 DR0161  MODELED GRAV-     979,239.9   (mgal)                       NAVD 88
 DR0161
 DR0161  VERT ORDER  -  SECOND    CLASS 0
 DR0161
 DR0161.The horizontal coordinates were scaled from a topographic map and have
 DR0161.an estimated accuracy of +/- 6 seconds.
 DR0161
 DR0161.The orthometric height was determined by differential leveling
 DR0161.and adjusted by the National Geodetic Survey in June 1991..
 DR0161.WARNING-Repeat measurements at this control monument indicate possible
 DR0161.vertical movement.
 DR0161
 DR0161.The geoid height was determined by GEOID03.
 DR0161
 DR0161.The dynamic height is computed by dividing the NAVD 88
 DR0161.geopotential number by the normal gravity value computed on the
 DR0161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0161.degrees latitude (g = 980.6199 gals.).
 DR0161
 DR0161.The modeled gravity was interpolated from observed gravity values.
 DR0161
 DR0161;                    North         East    Units  Estimated Accuracy
 DR0161;SPC NM E     -   232,970.      172,340.      MT  (+/- 180 meters Scaled)
 DR0161
 DR0161                          SUPERSEDED SURVEY CONTROL
 DR0161
 DR0161  NGVD 29 (??/??/92) 1052.544  (m)         3453.22   (f) ADJ UNCH    2 0
 DR0161
 DR0161.Superseded values are not recommended for survey control.
 DR0161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0161.See file dsdata.txt to determine how the superseded data were derived.
 DR0161
 DR0161_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES695627(NAD 83)
 DR0161_MARKER: DB = BENCH MARK DISK
 DR0161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR0161_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DR0161_STAMPING: K 205 1941
 DR0161_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR0161+STABILITY: SURFACE MOTION
 DR0161
 DR0161  HISTORY     - Date     Condition        Report By
 DR0161  HISTORY     - 1941     MONUMENTED       CGS
 DR0161  HISTORY     - 1961     GOOD             NGS
 DR0161
 DR0161                          STATION DESCRIPTION
 DR0161
 DR0161'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 DR0161'5.1 MI E FROM HAGERMAN.
 DR0161'5.1 MILES EAST ALONG STATE HIGHWAY 31 FROM THE POST OFFICE AT
 DR0161'HAGERMAN, 57 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 33 FEET
 DR0161'SOUTH OF THE CENTER OF OLD HIGHWAY, 3 FEET ABOVE THE LEVEL OF THE
 DR0161'ROAD, 2.6 FEET EAST OF A METAL WITNESS POST WITH SIGN, SET IN TOP OF A
 DR0161'SQUARE CONCRETE POST PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0212 ***********************************************************************
 DR0212  DESIGNATION -  K 206
 DR0212  PID         -  DR0212
 DR0212  STATE/COUNTY-  NM/CHAVES
 DR0212  USGS QUAD   -  DERRICK DRAW (1975)
 DR0212
 DR0212                         *CURRENT SURVEY CONTROL
 DR0212  ___________________________________________________________________
 DR0212* NAD 83(1986)-  33 02 24.     (N)    104 09 19.     (W)     SCALED    
 DR0212* NAVD 88     -      1084.194  (meters)    3557.06   (feet)  ADJUSTED  
 DR0212  ___________________________________________________________________
 DR0212  GEOID HEIGHT-         -22.88  (meters)                     GEOID03
 DR0212  DYNAMIC HT  -        1082.709 (meters)    3552.19  (feet)  COMP
 DR0212  MODELED GRAV-     979,230.9   (mgal)                       NAVD 88
 DR0212
 DR0212  VERT ORDER  -  SECOND    CLASS 0
 DR0212
 DR0212.The horizontal coordinates were scaled from a topographic map and have
 DR0212.an estimated accuracy of +/- 6 seconds.
 DR0212
 DR0212.The orthometric height was determined by differential leveling
 DR0212.and adjusted by the National Geodetic Survey in June 1991..
 DR0212
 DR0212.The geoid height was determined by GEOID03.
 DR0212
 DR0212.The dynamic height is computed by dividing the NAVD 88
 DR0212.geopotential number by the normal gravity value computed on the
 DR0212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0212.degrees latitude (g = 980.6199 gals.).
 DR0212
 DR0212.The modeled gravity was interpolated from observed gravity values.
 DR0212
 DR0212;                    North         East    Units  Estimated Accuracy
 DR0212;SPC NM E     -   226,200.      181,630.      MT  (+/- 180 meters Scaled)
 DR0212
 DR0212                          SUPERSEDED SURVEY CONTROL
 DR0212
 DR0212  NGVD 29 (??/??/92) 1083.720  (m)         3555.50   (f) ADJ UNCH    2 0
 DR0212
 DR0212.Superseded values are not recommended for survey control.
 DR0212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0212.See file dsdata.txt to determine how the superseded data were derived.
 DR0212
 DR0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES788560(NAD 83)
 DR0212_MARKER: DB = BENCH MARK DISK
 DR0212_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR0212_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DR0212_STAMPING: K 206 1941
 DR0212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR0212+STABILITY: SURFACE MOTION
 DR0212
 DR0212  HISTORY     - Date     Condition        Report By
 DR0212  HISTORY     - 1941     MONUMENTED       CGS
 DR0212
 DR0212                          STATION DESCRIPTION
 DR0212
 DR0212'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 DR0212'13.6 MI SE FROM HAGERMAN.
 DR0212'TO REACH BENCH MARK FROM THE SCHOOL BUILDINGS IN HAGERMAN, PROCEED
 DR0212'EAST ON STATE HIGHWAY NO. 31, GO 7.8 MILES.  THENCE, TURN RIGHT
 DR0212'(SOUTHEASTERLY), GO 3.6 MILES TO FORK OF ROAD AT WINDMILL.  THENCE,
 DR0212'TURN RIGHT (SOUTHERLY), GO 2.2 MILES TO SITE OF THE BENCH MARK. BENCH
 DR0212'MARK IS AT CROSSING OF TRAILS, 18.0 FEET WEST OF THE CENTER LINE OF A
 DR0212'NORTH-SOUTH ROAD, 18.0 FEET NORTH OF THE CENTER LINE OF AN EAST-WEST
 DR0212'ROAD AND 3 FEET SOUTH OF A 4 X 4 INCH WOODEN MARKER POST. THE MONUMENT
 DR0212'PROJECTS ABOUT 0.5 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0538 ***********************************************************************
 FO0538  DESIGNATION -  K 207
 FO0538  PID         -  FO0538
 FO0538  STATE/COUNTY-  NM/SANDOVAL
 FO0538  USGS QUAD   -  BEAR SPRINGS PEAK (1970)
 FO0538
 FO0538                         *CURRENT SURVEY CONTROL
 FO0538  ___________________________________________________________________
 FO0538* NAD 83(1986)-  35 41 26.     (N)    106 33 38.     (W)     SCALED    
 FO0538* NAVD 88     -      2403.458  (meters)    7885.35   (feet)  ADJUSTED  
 FO0538  ___________________________________________________________________
 FO0538  GEOID HEIGHT-         -19.68  (meters)                     GEOID03
 FO0538  DYNAMIC HT  -        2399.944 (meters)    7873.82  (feet)  COMP
 FO0538  MODELED GRAV-     979,084.2   (mgal)                       NAVD 88
 FO0538
 FO0538  VERT ORDER  -  SECOND    CLASS 0
 FO0538
 FO0538.The horizontal coordinates were scaled from a topographic map and have
 FO0538.an estimated accuracy of +/- 6 seconds.
 FO0538
 FO0538.The orthometric height was determined by differential leveling
 FO0538.and adjusted by the National Geodetic Survey in June 1991..
 FO0538
 FO0538.The geoid height was determined by GEOID03.
 FO0538
 FO0538.The dynamic height is computed by dividing the NAVD 88
 FO0538.geopotential number by the normal gravity value computed on the
 FO0538.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0538.degrees latitude (g = 980.6199 gals.).
 FO0538
 FO0538.The modeled gravity was interpolated from observed gravity values.
 FO0538
 FO0538;                    North         East    Units  Estimated Accuracy
 FO0538;SPC NM C     -   520,230.      471,890.      MT  (+/- 180 meters Scaled)
 FO0538
 FO0538                          SUPERSEDED SURVEY CONTROL
 FO0538
 FO0538  NGVD 29 (??/??/92) 2402.325  (m)         7881.63   (f) ADJ UNCH    2 0
 FO0538
 FO0538.Superseded values are not recommended for survey control.
 FO0538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0538.See file dsdata.txt to determine how the superseded data were derived.
 FO0538
 FO0538_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV587507(NAD 83)
 FO0538_MARKER: DB = BENCH MARK DISK
 FO0538_SETTING: 80 = SET IN A BOULDER
 FO0538_STAMPING: K 207 1941
 FO0538_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO0538+STABILITY: SURFACE MOTION
 FO0538
 FO0538  HISTORY     - Date     Condition        Report By
 FO0538  HISTORY     - 1941     MONUMENTED       CGS
 FO0538
 FO0538                          STATION DESCRIPTION
 FO0538
 FO0538'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 FO0538'1.3 MI NE FROM JEMES.
 FO0538'1.3 MILES NORTHEAST ALONG STATE HIGHWAY 4 FROM THE CATHOLIC CHURCH AT
 FO0538'JEMES, SANDOVAL COUNTY, THENCE 19.2 MILES EAST ALONG A ROAD LEADING TO
 FO0538'PENABLANCA.  0.5 MILE EAST OF A CATTLEGUARD, 230 FEET EAST OF A CURVE,
 FO0538'91 FEET NORTH OF THE NORTHEAST END OF A 16-INCH GALVANIZED-IRON PIPE
 FO0538'CULVERT, 57 FEET NORTHEAST OF THE CENTERLINE OF THE ROAD, 22 FEET WEST
 FO0538'OF A LARGE PINE TREE, IN THE TOP OF THE SOUTH SIDE OF A LARGE GREY
 FO0538'BOULDER PROJECTING 1 FOOT ABOVE THE GROUND, AND 4.5 FEET HIGHER THAN
 FO0538'THE ROAD.  A STANDARD DISK, STAMPED 5 207 1941.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0040 ***********************************************************************
 FP0040  DESIGNATION -  K 209
 FP0040  PID         -  FP0040
 FP0040  STATE/COUNTY-  NM/MCKINLEY
 FP0040  USGS QUAD   -  THOREAU (1980)
 FP0040
 FP0040                         *CURRENT SURVEY CONTROL
 FP0040  ___________________________________________________________________
 FP0040* NAD 83(1986)-  35 23 15.     (N)    108 07 42.     (W)     SCALED    
 FP0040* NAVD 88     -      2116.646  (meters)    6944.36   (feet)  ADJUSTED  
 FP0040  ___________________________________________________________________
 FP0040  GEOID HEIGHT-         -20.21  (meters)                     GEOID03
 FP0040  DYNAMIC HT  -        2113.626 (meters)    6934.45  (feet)  COMP
 FP0040  MODELED GRAV-     979,131.3   (mgal)                       NAVD 88
 FP0040
 FP0040  VERT ORDER  -  FIRST     CLASS II
 FP0040
 FP0040.The horizontal coordinates were scaled from a topographic map and have
 FP0040.an estimated accuracy of +/- 6 seconds.
 FP0040
 FP0040.The orthometric height was determined by differential leveling
 FP0040.and adjusted by the National Geodetic Survey in June 1991..
 FP0040
 FP0040.The geoid height was determined by GEOID03.
 FP0040
 FP0040.The dynamic height is computed by dividing the NAVD 88
 FP0040.geopotential number by the normal gravity value computed on the
 FP0040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0040.degrees latitude (g = 980.6199 gals.).
 FP0040
 FP0040.The modeled gravity was interpolated from observed gravity values.
 FP0040
 FP0040;                    North         East    Units  Estimated Accuracy
 FP0040;SPC NM W     -   486,610.      803,200.      MT  (+/- 180 meters Scaled)
 FP0040
 FP0040                          SUPERSEDED SURVEY CONTROL
 FP0040
 FP0040  NGVD 29 (??/??/92) 2115.578  (m)         6940.86   (f) ADJ UNCH    1 2
 FP0040
 FP0040.Superseded values are not recommended for survey control.
 FP0040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0040.See file dsdata.txt to determine how the superseded data were derived.
 FP0040
 FP0040_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYE608198(NAD 83)
 FP0040_MARKER: DB = BENCH MARK DISK
 FP0040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FP0040_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FP0040_STAMPING: K 209 1941
 FP0040_MARK LOGO: CGS   
 FP0040_PROJECTION: PROJECTING 10 CENTIMETERS
 FP0040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FP0040+STABILITY: SURFACE MOTION
 FP0040
 FP0040  HISTORY     - Date     Condition        Report By
 FP0040  HISTORY     - 1941     MONUMENTED       CGS
 FP0040  HISTORY     - 1982     GOOD             NGS
 FP0040
 FP0040                          STATION DESCRIPTION
 FP0040
 FP0040'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 FP0040'5.5 MI E FROM THOREAU.
 FP0040'TO REACH FROM THE ATCHISON, TOPEKA AND SANTA FE RAILROAD STATION AT
 FP0040'THOREAU-- GO 5.5 MILES EASTERLY ALONG THE ATCHISON, TOPEKA AND SANTA
 FP0040'FE RAILROAD TO THE SITE OF BENCH MARK.  BENCH MARK IS ONE POLE WEST OF
 FP0040'THE WEST END OF EARTHEN EMBANKMENT, OPPOSITE MILE POLE NO. 120, 97.6
 FP0040'FEET SOUTH OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE
 FP0040'MAIN NORTH TRACKS.  IT IS 13.0 FEET SOUTHWEST OF A TELEPHONE POLE, 3.0
 FP0040'FEET EAST OF A 4X4-INCH WOODEN MARKER POST AND 1.4 FEET NORTH OF
 FP0040'RIGHT-OF-WAY FENCE.  THE MONUMENT PROJECTS 0.7 FOOT.
 FP0040
 FP0040                          STATION RECOVERY (1982)
 FP0040
 FP0040'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FP0040'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  39.6 KM (24.6
 FP0040'MI) NORTHWESTERLY ALONG THE SANTA FE RAILROAD FROM THE RAILROAD
 FP0040'STATION IN GRANTS, 29.2 METERS (95.8 FT) SOUTHWEST OF THE NEAR RAIL,
 FP0040'27.0 METERS (88.6 FT) SOUTH OF MILEPOST 120, 4.0 METERS (13.1 FT)
 FP0040'SOUTHWEST OF A UTILITY POLE, 0.9 METER (3.0 FT) EAST OF A WOODEN
 FP0040'WITNESS POST AND 0.5 METER (1.6 FT) NORTHEAST OF A FENCE.
 FP0040'THE MARK IS 0.6 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0353 ***********************************************************************
 CX0353  DESIGNATION -  K 21
 CX0353  PID         -  CX0353
 CX0353  STATE/COUNTY-  NM/OTERO
 CX0353  USGS QUAD   -  NEWMAN (1955)
 CX0353
 CX0353                         *CURRENT SURVEY CONTROL
 CX0353  ___________________________________________________________________
 CX0353* NAD 83(1986)-  32 03 12.     (N)    106 17 25.     (W)     SCALED    
 CX0353* NAVD 88     -      1226.249  (meters)    4023.12   (feet)  ADJUSTED  
 CX0353  ___________________________________________________________________
 CX0353  GEOID HEIGHT-         -23.79  (meters)                     GEOID03
 CX0353  DYNAMIC HT  -        1224.394 (meters)    4017.03  (feet)  COMP
 CX0353  MODELED GRAV-     979,084.3   (mgal)                       NAVD 88
 CX0353
 CX0353  VERT ORDER  -  FIRST     CLASS II
 CX0353
 CX0353.The horizontal coordinates were scaled from a topographic map and have
 CX0353.an estimated accuracy of +/- 6 seconds.
 CX0353
 CX0353.The orthometric height was determined by differential leveling
 CX0353.and adjusted by the National Geodetic Survey in June 1991..
 CX0353
 CX0353.The geoid height was determined by GEOID03.
 CX0353
 CX0353.The dynamic height is computed by dividing the NAVD 88
 CX0353.geopotential number by the normal gravity value computed on the
 CX0353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0353.degrees latitude (g = 980.6199 gals.).
 CX0353
 CX0353.The modeled gravity was interpolated from observed gravity values.
 CX0353
 CX0353;                    North         East    Units  Estimated Accuracy
 CX0353;SPC NM C     -   116,780.      496,200.      MT  (+/- 180 meters Scaled)
 CX0353
 CX0353                          SUPERSEDED SURVEY CONTROL
 CX0353
 CX0353  NGVD 29 (??/??/92) 1225.642  (m)         4021.13   (f) ADJ UNCH    1 2
 CX0353
 CX0353.Superseded values are not recommended for survey control.
 CX0353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0353.See file dsdata.txt to determine how the superseded data were derived.
 CX0353
 CX0353_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR781470(NAD 83)
 CX0353_MARKER: DB = BENCH MARK DISK
 CX0353_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX0353_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CX0353_STAMPING: 4021.127 K 21 1932
 CX0353_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX0353+STABILITY: SURFACE MOTION
 CX0353
 CX0353  HISTORY     - Date     Condition        Report By
 CX0353  HISTORY     - 1932     MONUMENTED       CGS
 CX0353  HISTORY     - 1954     MARK NOT FOUND   DOD
 CX0353  HISTORY     - 1967     MARK NOT FOUND   NGS
 CX0353  HISTORY     - 1981     MARK NOT FOUND   NGS
 CX0353
 CX0353                          STATION DESCRIPTION
 CX0353
 CX0353'DESCRIBED BY US DEPARTMENT OF DEFENSE 1954
 CX0353'3.9 MI NE FROM NEWMAN.
 CX0353'3.9 MILES NORTHEAST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 CX0353'STATION AT NEWMAN, OTERO COUNTY, 1.7 MILES SOUTHWEST OF HUECO.  AT
 CX0353'MILEPOST 1320, 95 FEET WEST OF THE CENTERLINE OF THE TRACK, AND 5 FEET
 CX0353'EAST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED 4021.127 K
 CX0353'21 1932 AND SET IN THE TOP OF A CONCRETE POST.
 CX0353
 CX0353                          STATION RECOVERY (1967)
 CX0353
 CX0353'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 CX0353'MARK NOT FOUND.
 CX0353
 CX0353                          STATION RECOVERY (1981)
 CX0353
 CX0353'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CX0353'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0708 ***********************************************************************
 FO0708  DESIGNATION -  K 210
 FO0708  PID         -  FO0708
 FO0708  STATE/COUNTY-  NM/CIBOLA
 FO0708  USGS QUAD   -  GRANTS (1995)
 FO0708
 FO0708                         *CURRENT SURVEY CONTROL
 FO0708  ___________________________________________________________________
 FO0708* NAD 83(1986)-  35 08 56.     (N)    107 50 57.     (W)     SCALED    
 FO0708* NAVD 88     -      1968.217  (meters)    6457.39   (feet)  ADJUSTED  
 FO0708  ___________________________________________________________________
 FO0708  GEOID HEIGHT-         -20.46  (meters)                     GEOID03
 FO0708  DYNAMIC HT  -        1965.409 (meters)    6448.18  (feet)  COMP
 FO0708  MODELED GRAV-     979,137.3   (mgal)                       NAVD 88
 FO0708
 FO0708  VERT ORDER  -  FIRST     CLASS II
 FO0708
 FO0708.The horizontal coordinates were scaled from a topographic map and have
 FO0708.an estimated accuracy of +/- 6 seconds.
 FO0708
 FO0708.The orthometric height was determined by differential leveling
 FO0708.and adjusted by the National Geodetic Survey in June 1991..
 FO0708
 FO0708.The geoid height was determined by GEOID03.
 FO0708
 FO0708.The dynamic height is computed by dividing the NAVD 88
 FO0708.geopotential number by the normal gravity value computed on the
 FO0708.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0708.degrees latitude (g = 980.6199 gals.).
 FO0708
 FO0708.The modeled gravity was interpolated from observed gravity values.
 FO0708
 FO0708;                    North         East    Units  Estimated Accuracy
 FO0708;SPC NM W     -   460,100.      828,560.      MT  (+/- 180 meters Scaled)
 FO0708
 FO0708                          SUPERSEDED SURVEY CONTROL
 FO0708
 FO0708  NGVD 29 (??/??/92) 1967.173  (m)         6453.97   (f) ADJ UNCH    1 2
 FO0708
 FO0708.Superseded values are not recommended for survey control.
 FO0708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0708.See file dsdata.txt to determine how the superseded data were derived.
 FO0708
 FO0708_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBU404932(NAD 83)
 FO0708_MARKER: DB = BENCH MARK DISK
 FO0708_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FO0708_SP_SET: FOUNDATION
 FO0708_STAMPING: K 210 1941
 FO0708_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FO0708
 FO0708  HISTORY     - Date     Condition        Report By
 FO0708  HISTORY     - 1941     MONUMENTED       CGS
 FO0708  HISTORY     - 1982     MARK NOT FOUND   NGS
 FO0708
 FO0708                          STATION DESCRIPTION
 FO0708
 FO0708'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 FO0708'IN GRANTS.
 FO0708'BENCH MARK IS ABOUT 165.0 FEET SOUTHEAST OF THE ATCHISON, TOPEKA AND
 FO0708'SANTA RAILROAD STATION, SET HORIZONTALLY IN THE NORTHEAST CORNER OF
 FO0708'THE SOUTHEAST CONCRETE FOUNDATION OF PILLAR TO COALCHUTE.  IT IS 21.0
 FO0708'FEET SOUTHWEST OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF
 FO0708'THE MAIN SOUTH TRACKS, 8.0 FEET NORTHWEST OF WATERSPOUT AND 5.5 FEET
 FO0708'SOUTHWEST OF THE SOUTHWEST RAIL OF SIDETRACK.
 FO0708
 FO0708                          STATION RECOVERY (1982)
 FO0708
 FO0708'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FO0708'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0741 ***********************************************************************
 FO0741  DESIGNATION -  K 211
 FO0741  PID         -  FO0741
 FO0741  STATE/COUNTY-  NM/CIBOLA
 FO0741  USGS QUAD   -  CUBERO (1971)
 FO0741
 FO0741                         *CURRENT SURVEY CONTROL
 FO0741  ___________________________________________________________________
 FO0741* NAD 83(1986)-  35 02 48.     (N)    107 30 35.     (W)     SCALED    
 FO0741* NAVD 88     -      1817.267  (meters)    5962.15   (feet)  ADJUSTED  
 FO0741  ___________________________________________________________________
 FO0741  GEOID HEIGHT-         -20.80  (meters)                     GEOID03
 FO0741  DYNAMIC HT  -        1814.706 (meters)    5953.75  (feet)  COMP
 FO0741  MODELED GRAV-     979,160.9   (mgal)                       NAVD 88
 FO0741
 FO0741  VERT ORDER  -  FIRST     CLASS II
 FO0741
 FO0741.The horizontal coordinates were scaled from a topographic map and have
 FO0741.an estimated accuracy of +/- 6 seconds.
 FO0741
 FO0741.The orthometric height was determined by differential leveling
 FO0741.and adjusted by the National Geodetic Survey in June 1991..
 FO0741.WARNING-Repeat measurements at this control monument indicate possible
 FO0741.vertical movement.
 FO0741
 FO0741.The geoid height was determined by GEOID03.
 FO0741
 FO0741.The dynamic height is computed by dividing the NAVD 88
 FO0741.geopotential number by the normal gravity value computed on the
 FO0741.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0741.degrees latitude (g = 980.6199 gals.).
 FO0741
 FO0741.The modeled gravity was interpolated from observed gravity values.
 FO0741
 FO0741;                    North         East    Units  Estimated Accuracy
 FO0741;SPC NM W     -   448,810.      859,520.      MT  (+/- 180 meters Scaled)
 FO0741
 FO0741                          SUPERSEDED SURVEY CONTROL
 FO0741
 FO0741  NGVD 29 (??/??/92) 1816.218  (m)         5958.71   (f) ADJ UNCH    1 2
 FO0741
 FO0741.Superseded values are not recommended for survey control.
 FO0741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0741.See file dsdata.txt to determine how the superseded data were derived.
 FO0741
 FO0741_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBU710810(NAD 83)
 FO0741_MARKER: DB = BENCH MARK DISK
 FO0741_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FO0741_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FO0741_STAMPING: K 211 1941
 FO0741_MARK LOGO: CGS   
 FO0741_PROJECTION: FLUSH
 FO0741_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO0741+STABILITY: SURFACE MOTION
 FO0741
 FO0741  HISTORY     - Date     Condition        Report By
 FO0741  HISTORY     - 1941     MONUMENTED       CGS
 FO0741  HISTORY     - 1982     GOOD             NGS
 FO0741
 FO0741                          STATION DESCRIPTION
 FO0741
 FO0741'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 FO0741'5.1 MI W FROM NEW LAGUNA.
 FO0741'TO REACH FROM THE ATCHISON, TOPEKA AND SANTA FE RAILROAD STATION AT
 FO0741'NEW LAGUNA-- GO 5.1 MILES WESTERLY ALONG THE ATCHISON, TOPEKA AND
 FO0741'SANTA FE RIGHT-OF-WAY TO THE SITE OF BENCH MARK.  BENCH MARK IS ABOUT
 FO0741'0.3 MILE WEST OF A ROAD CROSSING, AT A SLIGHT GAP IN BANK ON THE SOUTH
 FO0741'SIDE OF RAILROAD AND ON THE OUTSIDE OF A CURVE.  IT IS 36.0 FEET WEST
 FO0741'OF THE FIRST POLE WEST OF MILE POLE NO. 73 1/2, 54.0 FEET SOUTH OF AND
 FO0741'ABOUT 2.0 FEET BELOW THE CENTERLINE OF THE MAIN SOUTH TRACKS. IT IS
 FO0741'3.0 FEET EAST OF A 4X4-INCH WOODEN MARKER POST AND 1.0 FOOT NORTH OF
 FO0741'RIGHT-OF-WAY FENCE.  THE MONUMENT PROJECTS 0.6 FOOT.
 FO0741
 FO0741                          STATION RECOVERY (1982)
 FO0741
 FO0741'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FO0741'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  8.0 KM (4.95
 FO0741'MI) SOUTHEASTERLY ALONG THE SANTA FE RAILROAD FROM THE RAILROAD
 FO0741'STATION IN GRANTS, THENCE 11.6 KM (7.2 MI) SOUTHEASTERLY ALONG A PAVED
 FO0741'ROAD, THENCE 16.6 KM (10.3 MI) EASTERLY ALONG THE SANTA FE RAILROAD,
 FO0741'0.4 KM (0.25 MI) SOUTHEAST OF SIGNAL NUMBER 732, 0.3 KM (0.2 MI) WEST
 FO0741'OF THE OVERPASS OF INTERSTATE HIGHWAY 40, 16.0 METERS (52.5 FT) SOUTH
 FO0741'OF THE NEAR RAIL, 11.0 METERS (36.1 FT) WEST OF UTILITY POLE NUMBER
 FO0741'45, 0.9 METER (3.0 FT) EAST OF A WOODEN WITNESS POST AND 0.3 METER
 FO0741'(1.0 FT) NORTH OF A FENCE.
 FO0741'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 FO0741'THE MARK IS 0.6 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0945 ***********************************************************************
 DS0945  DESIGNATION -  K 212
 DS0945  PID         -  DS0945
 DS0945  STATE/COUNTY-  NM/CATRON
 DS0945  USGS QUAD   -  LUERA MOUNTAINS EAST (1981)
 DS0945
 DS0945                         *CURRENT SURVEY CONTROL
 DS0945  ___________________________________________________________________
 DS0945* NAD 83(1986)-  33 47 46.     (N)    107 45 31.     (W)     SCALED    
 DS0945* NAVD 88     -      2195.081  (meters)    7201.69   (feet)  ADJUSTED  
 DS0945  ___________________________________________________________________
 DS0945  GEOID HEIGHT-         -21.87  (meters)                     GEOID03
 DS0945  DYNAMIC HT  -        2191.595 (meters)    7190.26  (feet)  COMP
 DS0945  MODELED GRAV-     978,969.6   (mgal)                       NAVD 88
 DS0945
 DS0945  VERT ORDER  -  SECOND    CLASS 0
 DS0945
 DS0945.The horizontal coordinates were scaled from a topographic map and have
 DS0945.an estimated accuracy of +/- 6 seconds.
 DS0945
 DS0945.The orthometric height was determined by differential leveling
 DS0945.and adjusted by the National Geodetic Survey in June 1991..
 DS0945
 DS0945.The geoid height was determined by GEOID03.
 DS0945
 DS0945.The dynamic height is computed by dividing the NAVD 88
 DS0945.geopotential number by the normal gravity value computed on the
 DS0945.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0945.degrees latitude (g = 980.6199 gals.).
 DS0945
 DS0945.The modeled gravity was interpolated from observed gravity values.
 DS0945
 DS0945;                    North         East    Units  Estimated Accuracy
 DS0945;SPC NM W     -   310,050.      836,920.      MT  (+/- 180 meters Scaled)
 DS0945
 DS0945                          SUPERSEDED SURVEY CONTROL
 DS0945
 DS0945  NGVD 29 (??/??/92) 2194.128  (m)         7198.57   (f) ADJ UNCH    2 0
 DS0945
 DS0945.Superseded values are not recommended for survey control.
 DS0945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0945.See file dsdata.txt to determine how the superseded data were derived.
 DS0945
 DS0945_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBT446429(NAD 83)
 DS0945_MARKER: DB = BENCH MARK DISK
 DS0945_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0945_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0945_STAMPING: K 212 1941
 DS0945_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0945+STABILITY: SURFACE MOTION
 DS0945
 DS0945  HISTORY     - Date     Condition        Report By
 DS0945  HISTORY     - 1941     MONUMENTED       CGS
 DS0945
 DS0945                          STATION DESCRIPTION
 DS0945
 DS0945'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 DS0945'38.2 MI S FROM DATIL.
 DS0945'TO REACH BENCH MARK FROM THE POST OFFICE AT DATIL GO 15.1 MILES EAST
 DS0945'ON U.S. HIGHWAY NO.60 TO INTERSECTION OF STATE HIGHWAY NO. 52. THENCE
 DS0945'TURN RIGHT (SOUTH) ONTO STATE HIGHWAY NO.52, GO 19.0 MILES TO
 DS0945'INTERSECTION OF STATE HIGHWAY NO. 145.  THENCE, TURN RIGHT (SOUTHWEST)
 DS0945'ONTO STATE HIGHWAY NO. 145 AND GO 4.1 MILES TO SITE OF BENCH MARK.
 DS0945'BENCH MARK IS ABOUT 0.2 MILE SOUTH OF A LARGE DIP IN HIGHWAY. 30.0
 DS0945'FEET EAST OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE
 DS0945'HIGHWAY.  3.0 FEET WEST OF A 4 X 4 INCH WOODEN MARKER POST. PROJECTS
 DS0945'0.7 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0058 ***********************************************************************
 DT0058  DESIGNATION -  K 213
 DT0058  PID         -  DT0058
 DT0058  STATE/COUNTY-  NM/CATRON
 DT0058  USGS QUAD   -  SPRING CANYON (1967)
 DT0058
 DT0058                         *CURRENT SURVEY CONTROL
 DT0058  ___________________________________________________________________
 DT0058* NAD 83(1986)-  33 27 54.     (N)    108 07 20.     (W)     SCALED    
 DT0058* NAVD 88     -      2094.996  (meters)    6873.33   (feet)  ADJUSTED  
 DT0058  ___________________________________________________________________
 DT0058  GEOID HEIGHT-         -22.39  (meters)                     GEOID03
 DT0058  DYNAMIC HT  -        2091.650 (meters)    6862.35  (feet)  COMP
 DT0058  MODELED GRAV-     978,964.9   (mgal)                       NAVD 88
 DT0058
 DT0058  VERT ORDER  -  SECOND    CLASS 0
 DT0058
 DT0058.The horizontal coordinates were scaled from a topographic map and have
 DT0058.an estimated accuracy of +/- 6 seconds.
 DT0058
 DT0058.The orthometric height was determined by differential leveling
 DT0058.and adjusted by the National Geodetic Survey in June 1991..
 DT0058
 DT0058.The geoid height was determined by GEOID03.
 DT0058
 DT0058.The dynamic height is computed by dividing the NAVD 88
 DT0058.geopotential number by the normal gravity value computed on the
 DT0058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0058.degrees latitude (g = 980.6199 gals.).
 DT0058
 DT0058.The modeled gravity was interpolated from observed gravity values.
 DT0058
 DT0058;                    North         East    Units  Estimated Accuracy
 DT0058;SPC NM W     -   273,360.      803,150.      MT  (+/- 180 meters Scaled)
 DT0058
 DT0058                          SUPERSEDED SURVEY CONTROL
 DT0058
 DT0058  NGVD 29 (??/??/92) 2094.075  (m)         6870.31   (f) ADJ UNCH    2 0
 DT0058
 DT0058.Superseded values are not recommended for survey control.
 DT0058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0058.See file dsdata.txt to determine how the superseded data were derived.
 DT0058
 DT0058_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYC674065(NAD 83)
 DT0058_MARKER: DB = BENCH MARK DISK
 DT0058_SETTING: 66 = SET IN ROCK OUTCROP
 DT0058_SP_SET: ROCK OUTCROP
 DT0058_STAMPING: K 213 1941
 DT0058_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DT0058+STABILITY: POSITION/ELEVATION WELL
 DT0058
 DT0058  HISTORY     - Date     Condition        Report By
 DT0058  HISTORY     - 1941     MONUMENTED       CGS
 DT0058
 DT0058                          STATION DESCRIPTION
 DT0058
 DT0058'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 DT0058'1.5 MI NW FROM BEAVERHEAD.
 DT0058'TO REACH BENCH MARK FROM THE RANGER STATION AT BEAVERHEAD, PROCEED
 DT0058'NORTHWEST ON STATE HIGHWAY NO. 184, GO 1.5 MILES TO SITE OF BENCH
 DT0058'MARK.  BENCH MARK IS ON PROJECTION OF ROCK OUTCROP OF A ROCKY POINT
 DT0058'BETWEEN THE HIGHWAY AND LAKE, DIRECTLY ACROSS THE LAKE FROM A WIND
 DT0058'MILL AND STEEL WATER TANK.  18.0 FEET NORTHEAST OF AND ABOUT 2.0 FEET
 DT0058'BELOW THE CENTERLINE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0613 ***********************************************************************
 GL0613  DESIGNATION -  K 214
 GL0613  PID         -  GL0613
 GL0613  STATE/COUNTY-  NM/UNION
 GL0613  USGS QUAD   -  CLAYTON (1970)
 GL0613
 GL0613                         *CURRENT SURVEY CONTROL
 GL0613  ___________________________________________________________________
 GL0613* NAD 83(1986)-  36 28 02.     (N)    103 12 08.     (W)     SCALED    
 GL0613* NAVD 88     -      1553.046  (meters)    5095.29   (feet)  ADJUSTED  
 GL0613  ___________________________________________________________________
 GL0613  GEOID HEIGHT-         -21.95  (meters)                     GEOID03
 GL0613  DYNAMIC HT  -        1551.201 (meters)    5089.23  (feet)  COMP
 GL0613  MODELED GRAV-     979,389.0   (mgal)                       NAVD 88
 GL0613
 GL0613  VERT ORDER  -  FIRST     CLASS II
 GL0613
 GL0613.The horizontal coordinates were scaled from a topographic map and have
 GL0613.an estimated accuracy of +/- 6 seconds.
 GL0613
 GL0613.The orthometric height was determined by differential leveling
 GL0613.and adjusted by the National Geodetic Survey in June 1991..
 GL0613
 GL0613.The geoid height was determined by GEOID03.
 GL0613
 GL0613.The dynamic height is computed by dividing the NAVD 88
 GL0613.geopotential number by the normal gravity value computed on the
 GL0613.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0613.degrees latitude (g = 980.6199 gals.).
 GL0613
 GL0613.The modeled gravity was interpolated from observed gravity values.
 GL0613
 GL0613;                    North         East    Units  Estimated Accuracy
 GL0613;SPC NM E     -   606,950.      266,370.      MT  (+/- 180 meters Scaled)
 GL0613
 GL0613                          SUPERSEDED SURVEY CONTROL
 GL0613
 GL0613  NGVD 29 (??/??/92) 1552.304  (m)         5092.85   (f) ADJ UNCH    1 2
 GL0613
 GL0613.Superseded values are not recommended for survey control.
 GL0613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0613.See file dsdata.txt to determine how the superseded data were derived.
 GL0613
 GL0613_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA610372(NAD 83)
 GL0613_MARKER: DB = BENCH MARK DISK
 GL0613_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0613_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0613_STAMPING: K 214 1941
 GL0613_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0613+STABILITY: SURFACE MOTION
 GL0613_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GL0613+SATELLITE: SATELLITE OBSERVATIONS - August 09, 2005
 GL0613
 GL0613  HISTORY     - Date     Condition        Report By
 GL0613  HISTORY     - 1941     MONUMENTED       CGS
 GL0613  HISTORY     - 1955     GOOD             NGS
 GL0613  HISTORY     - 20040806 GOOD             USPSQD
 GL0613  HISTORY     - 20050809 GOOD             USPSQD
 GL0613
 GL0613                          STATION DESCRIPTION
 GL0613
 GL0613'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 GL0613'1.5 MI W FROM CLAYTON.
 GL0613'TO REACH MARK FROM THE CLAYTON RAILROAD STATION, GO 1.5 MILES WEST
 GL0613'ALONG THE COLORADO AND SOUTHERN RAILROAD TO SITE OF MARK.  MARK IS
 GL0613'NEAR THE FOURTH TELEGRAPH POLE EAST OF MILE POST NO. 336.  98.0 FEET
 GL0613'SOUTH OF AND ABOUT 2.0 FEET BELOW THE CENTERLINE OF THE RAILROAD
 GL0613'TRACK.  51.0 FEET SOUTH OF A TELEGRAPH POLE.  3.0 FEET EAST OF A 4 X 4
 GL0613'INCH WOODEN MARKER POST AND 2.0 FEET NORTH OF THE RIGHT-OF-WAY FENCE.
 GL0613'A STANDARD DISK SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FEET.
 GL0613
 GL0613                          STATION RECOVERY (1955)
 GL0613
 GL0613'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 GL0613'RECOVERED IN GOOD CONDITION.
 GL0613
 GL0613                          STATION RECOVERY (2004)
 GL0613
 GL0613'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 GL0613'K 214 PAINTED ON HIGHWAY. STAKE AT THE MARK.
 GL0613
 GL0613                          STATION RECOVERY (2005)
 GL0613
 GL0613'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 GL0613'FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0673 ***********************************************************************
 FO0673  DESIGNATION -  K 217
 FO0673  PID         -  FO0673
 FO0673  STATE/COUNTY-  NM/CIBOLA
 FO0673  USGS QUAD   -  LAGUNA (1971)
 FO0673
 FO0673                         *CURRENT SURVEY CONTROL
 FO0673  ___________________________________________________________________
 FO0673* NAD 83(1986)-  35 04 42.     (N)    107 26 40.     (W)     SCALED    
 FO0673* NAVD 88     -      1855.200  (meters)    6086.60   (feet)  ADJUSTED  
 FO0673  ___________________________________________________________________
 FO0673  GEOID HEIGHT-         -20.75  (meters)                     GEOID03
 FO0673  DYNAMIC HT  -        1852.586 (meters)    6078.03  (feet)  COMP
 FO0673  MODELED GRAV-     979,159.2   (mgal)                       NAVD 88
 FO0673
 FO0673  VERT ORDER  -  SECOND    CLASS 0
 FO0673
 FO0673.The horizontal coordinates were scaled from a topographic map and have
 FO0673.an estimated accuracy of +/- 6 seconds.
 FO0673
 FO0673.The orthometric height was determined by differential leveling
 FO0673.and adjusted by the National Geodetic Survey in June 1991..
 FO0673
 FO0673.The geoid height was determined by GEOID03.
 FO0673
 FO0673.The dynamic height is computed by dividing the NAVD 88
 FO0673.geopotential number by the normal gravity value computed on the
 FO0673.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0673.degrees latitude (g = 980.6199 gals.).
 FO0673
 FO0673.The modeled gravity was interpolated from observed gravity values.
 FO0673
 FO0673;                    North         East    Units  Estimated Accuracy
 FO0673;SPC NM W     -   452,340.      865,460.      MT  (+/- 180 meters Scaled)
 FO0673
 FO0673                          SUPERSEDED SURVEY CONTROL
 FO0673
 FO0673  NGVD 29 (??/??/92) 1854.162  (m)         6083.20   (f) ADJ UNCH    2 0
 FO0673
 FO0673.Superseded values are not recommended for survey control.
 FO0673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0673.See file dsdata.txt to determine how the superseded data were derived.
 FO0673
 FO0673_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBU771844(NAD 83)
 FO0673_MARKER: DB = BENCH MARK DISK
 FO0673_SETTING: 66 = SET IN ROCK OUTCROP
 FO0673_SP_SET: SET IN ROCK OUTCROP
 FO0673_STAMPING: K 217 1941
 FO0673_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FO0673+STABILITY: POSITION/ELEVATION WELL
 FO0673
 FO0673  HISTORY     - Date     Condition        Report By
 FO0673  HISTORY     - 1941     MONUMENTED       CGS
 FO0673
 FO0673                          STATION DESCRIPTION
 FO0673
 FO0673'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 FO0673'2.9 MI S FROM ENCINAL.
 FO0673'TO REACH FROM THE CATHOLIC CHURCH AT ENCINAL-- GO 2.9 MILES SOUTHERLY
 FO0673'ALONG THE ROAD TO NEW LAGUNA TO THE SITE OF BENCH MARK. BENCH MARK IS
 FO0673'ABOUT 0.15 MILE NORTH OF WOODEN BRIDGE OVER LARGE WASH, 29.5 FEET WEST
 FO0673'OF AND ABOUT 5.0 FEET ABOVE THE CENTERLINE OF THE ROAD.  IT IS SET
 FO0673'HORIZONTALLY IN THE BASE OF WHITE LIMESTONE OUTCROP ON THE EAST SIDE
 FO0673'OF HILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0757 ***********************************************************************
 FO0757  DESIGNATION -  K 218
 FO0757  PID         -  FO0757
 FO0757  STATE/COUNTY-  NM/CIBOLA
 FO0757  USGS QUAD   -  DOS LOMAS (1995)
 FO0757
 FO0757                         *CURRENT SURVEY CONTROL
 FO0757  ___________________________________________________________________
 FO0757* NAD 83(1986)-  35 16 35.     (N)    107 50 09.     (W)     SCALED    
 FO0757* NAVD 88     -      2023.259  (meters)    6637.98   (feet)  ADJUSTED  
 FO0757  ___________________________________________________________________
 FO0757  GEOID HEIGHT-         -20.35  (meters)                     GEOID03
 FO0757  DYNAMIC HT  -        2020.378 (meters)    6628.52  (feet)  COMP
 FO0757  MODELED GRAV-     979,138.1   (mgal)                       NAVD 88
 FO0757
 FO0757  VERT ORDER  -  SECOND    CLASS 0
 FO0757
 FO0757.The horizontal coordinates were scaled from a topographic map and have
 FO0757.an estimated accuracy of +/- 6 seconds.
 FO0757
 FO0757.The orthometric height was determined by differential leveling
 FO0757.and adjusted by the National Geodetic Survey in June 1991..
 FO0757
 FO0757.The geoid height was determined by GEOID03.
 FO0757
 FO0757.The dynamic height is computed by dividing the NAVD 88
 FO0757.geopotential number by the normal gravity value computed on the
 FO0757.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0757.degrees latitude (g = 980.6199 gals.).
 FO0757
 FO0757.The modeled gravity was interpolated from observed gravity values.
 FO0757
 FO0757;                    North         East    Units  Estimated Accuracy
 FO0757;SPC NM W     -   474,240.      829,770.      MT  (+/- 180 meters Scaled)
 FO0757
 FO0757                          SUPERSEDED SURVEY CONTROL
 FO0757
 FO0757  NGVD 29 (??/??/92) 2022.199  (m)         6634.50   (f) ADJ UNCH    2 0
 FO0757
 FO0757.Superseded values are not recommended for survey control.
 FO0757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0757.See file dsdata.txt to determine how the superseded data were derived.
 FO0757
 FO0757_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBV420073(NAD 83)
 FO0757_MARKER: DB = BENCH MARK DISK
 FO0757_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FO0757_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FO0757_STAMPING: K 218 1941
 FO0757_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO0757+STABILITY: SURFACE MOTION
 FO0757
 FO0757  HISTORY     - Date     Condition        Report By
 FO0757  HISTORY     - 1941     MONUMENTED       CGS
 FO0757
 FO0757                          STATION DESCRIPTION
 FO0757
 FO0757'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 FO0757'11.0 MI NW FROM GRANTS.
 FO0757'TO REACH FROM THE ATCHISON, TOPEKA AND SANTA FE RAILROAD STATION AT
 FO0757'GRANTS-- GO 3.8 MILES NORTHWESTERLY ALONG U.S. HIGHWAY NO. 66 TO THE
 FO0757'INTERSECTION OF ROAD TO SAN MATEO.  THENCE, GO 7.2 MILES NORTHERLY
 FO0757'ALONG THE ROAD TO SAN MATEO TO THE SITE OF BENCH MARK.  BENCH MARK IS
 FO0757'AT THE INTERSECTION OF RANCH CROSSROAD TO WINDMILLS, 53.0 FEET WEST OF
 FO0757'AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF ROAD AND CATTLE
 FO0757'GUARD.  IT IS 9.6 FEET WEST OF FENCE CORNER, 3.5 FEET WEST OF 4X4-INCH
 FO0757'WOODEN MARKER POST AND 1.6 FEET NORTH OF EAST AND WEST FENCE. THE
 FO0757'MONUMENT PROJECTS 0.6 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0591 ***********************************************************************
 DQ0591  DESIGNATION -  K 219
 DQ0591  PID         -  DQ0591
 DQ0591  STATE/COUNTY-  NM/CHAVES
 DQ0591  USGS QUAD   -  LONE WOLF (1984)
 DQ0591
 DQ0591                         *CURRENT SURVEY CONTROL
 DQ0591  ___________________________________________________________________
 DQ0591* NAD 83(1986)-  33 44 34.     (N)    103 46 12.     (W)     SCALED    
 DQ0591* NAVD 88     -      1352.931  (meters)    4438.74   (feet)  ADJUSTED  
 DQ0591  ___________________________________________________________________
 DQ0591  GEOID HEIGHT-         -22.80  (meters)                     GEOID03
 DQ0591  DYNAMIC HT  -        1351.080 (meters)    4432.67  (feet)  COMP
 DQ0591  MODELED GRAV-     979,220.6   (mgal)                       NAVD 88
 DQ0591
 DQ0591  VERT ORDER  -  SECOND    CLASS 0
 DQ0591
 DQ0591.The horizontal coordinates were scaled from a topographic map and have
 DQ0591.an estimated accuracy of +/- 6 seconds.
 DQ0591
 DQ0591.The orthometric height was determined by differential leveling
 DQ0591.and adjusted by the National Geodetic Survey in June 1991..
 DQ0591
 DQ0591.The geoid height was determined by GEOID03.
 DQ0591
 DQ0591.The dynamic height is computed by dividing the NAVD 88
 DQ0591.geopotential number by the normal gravity value computed on the
 DQ0591.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0591.degrees latitude (g = 980.6199 gals.).
 DQ0591
 DQ0591.The modeled gravity was interpolated from observed gravity values.
 DQ0591
 DQ0591;                    North         East    Units  Estimated Accuracy
 DQ0591;SPC NM E     -   304,270.      217,200.      MT  (+/- 180 meters Scaled)
 DQ0591
 DQ0591                          SUPERSEDED SURVEY CONTROL
 DQ0591
 DQ0591  NGVD 29 (??/??/92) 1352.317  (m)         4436.73   (f) ADJ UNCH    2 0
 DQ0591
 DQ0591.Superseded values are not recommended for survey control.
 DQ0591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0591.See file dsdata.txt to determine how the superseded data were derived.
 DQ0591
 DQ0591_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFT139343(NAD 83)
 DQ0591_MARKER: DB = BENCH MARK DISK
 DQ0591_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0591_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DQ0591_STAMPING: K 219 1943
 DQ0591_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0591+STABILITY: SURFACE MOTION
 DQ0591
 DQ0591  HISTORY     - Date     Condition        Report By
 DQ0591  HISTORY     - 1943     MONUMENTED       CGS
 DQ0591
 DQ0591                          STATION DESCRIPTION
 DQ0591
 DQ0591'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 DQ0591'7.1 MI S FROM KENNA.
 DQ0591'THIS MARK IS ABOUT 7.1 MILES SOUTH FROM THE POST OFFICE AT KENNA, 0.2
 DQ0591'MILE NORTH OF A WELL WEST OF THE ROAD, 18.0 FEET NORTH OF A FENCE
 DQ0591'RUNNING WEST, 3.0 FEET WEST OF THE WEST RIGHT-OF-WAY FENCE, 38.8 FEET
 DQ0591'WEST OF THE CENTER LINE OF THE ROAD, PROJECTING ABOUT 2-INCHES ABOVE
 DQ0591'THE GROUND, 2.0 FEET SOUTHEAST OF A WHITE REFERENCE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0304 ***********************************************************************
 DS0304  DESIGNATION -  K 22
 DS0304  PID         -  DS0304
 DS0304  STATE/COUNTY-  NM/OTERO
 DS0304  USGS QUAD   -  TULAROSA (1982)
 DS0304
 DS0304                         *CURRENT SURVEY CONTROL
 DS0304  ___________________________________________________________________
 DS0304* NAD 83(1986)-  33 00 49.     (N)    106 00 29.     (W)     SCALED    
 DS0304* NAVD 88     -      1346.238  (meters)    4416.78   (feet)  POSTED    
 DS0304  ___________________________________________________________________
 DS0304  GEOID HEIGHT-         -22.07  (meters)                     GEOID03
 DS0304  DYNAMIC HT  -        1344.260 (meters)    4410.29  (feet)  COMP
 DS0304  MODELED GRAV-     979,123.7   (mgal)                       NAVD 88
 DS0304
 DS0304  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 DS0304
 DS0304.The horizontal coordinates were scaled from a topographic map and have
 DS0304.an estimated accuracy of +/- 6 seconds.
 DS0304
 DS0304.The orthometric height was determined by differential leveling
 DS0304.and adjusted by the National Geodetic Survey in 1992..
 DS0304.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 DS0304.rate of 1.1 thru 2.0 mm/km.
 DS0304
 DS0304.The geoid height was determined by GEOID03.
 DS0304
 DS0304.The dynamic height is computed by dividing the NAVD 88
 DS0304.geopotential number by the normal gravity value computed on the
 DS0304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0304.degrees latitude (g = 980.6199 gals.).
 DS0304
 DS0304.The modeled gravity was interpolated from observed gravity values.
 DS0304
 DS0304;                    North         East    Units  Estimated Accuracy
 DS0304;SPC NM C     -   223,290.      522,610.      MT  (+/- 180 meters Scaled)
 DS0304
 DS0304                          SUPERSEDED SURVEY CONTROL
 DS0304
 DS0304  NGVD 29 (??/??/92) 1345.601  (m)         4414.69   (f) ADJ UNCH    1 2
 DS0304
 DS0304.Superseded values are not recommended for survey control.
 DS0304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0304.See file dsdata.txt to determine how the superseded data were derived.
 DS0304
 DS0304_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDS058532(NAD 83)
 DS0304_MARKER: DB = BENCH MARK DISK
 DS0304_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0304_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0304_STAMPING: 4414.693 K 22 1933
 DS0304_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0304+STABILITY: SURFACE MOTION
 DS0304
 DS0304  HISTORY     - Date     Condition        Report By
 DS0304  HISTORY     - 1933     MONUMENTED       CGS
 DS0304  HISTORY     - 1934     GOOD             NGS
 DS0304  HISTORY     - 1974     MARK NOT FOUND   USGS
 DS0304
 DS0304                          STATION DESCRIPTION
 DS0304
 DS0304'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DS0304'4.4 MI S FROM TULAROSA.
 DS0304'4.4 MILES SOUTH ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 DS0304'STATION AT TULAROSA, OTERO COUNTY, 2.6 MILES NORTH OF KEARNEY, 6 POLES
 DS0304'NORTH OF MILEPOST 1391, 98 FEET WEST OF THE CENTERLINE OF THE TRACK,
 DS0304'AND 2.5 FEET EAST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED
 DS0304'4414.693 K 22 1933 AND SET IN THE TOP OF A CONCRETE POST.
 DS0304
 DS0304                          STATION RECOVERY (1974)
 DS0304
 DS0304'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 DS0304'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0374 ***********************************************************************
 DQ0374  DESIGNATION -  K 220
 DQ0374  PID         -  DQ0374
 DQ0374  STATE/COUNTY-  NM/CHAVES
 DQ0374  USGS QUAD   -  OASIS (1984)
 DQ0374
 DQ0374                         *CURRENT SURVEY CONTROL
 DQ0374  ___________________________________________________________________
 DQ0374* NAD 83(1986)-  33 26 35.     (N)    103 53 42.     (W)     SCALED    
 DQ0374* NAVD 88     -      1237.311  (meters)    4059.41   (feet)  ADJUSTED  
 DQ0374  ___________________________________________________________________
 DQ0374  GEOID HEIGHT-         -22.82  (meters)                     GEOID03
 DQ0374  DYNAMIC HT  -        1235.612 (meters)    4053.84  (feet)  COMP
 DQ0374  MODELED GRAV-     979,221.3   (mgal)                       NAVD 88
 DQ0374
 DQ0374  VERT ORDER  -  SECOND    CLASS 0
 DQ0374
 DQ0374.The horizontal coordinates were scaled from a topographic map and have
 DQ0374.an estimated accuracy of +/- 6 seconds.
 DQ0374
 DQ0374.The orthometric height was determined by differential leveling
 DQ0374.and adjusted by the National Geodetic Survey in June 1991..
 DQ0374
 DQ0374.The geoid height was determined by GEOID03.
 DQ0374
 DQ0374.The dynamic height is computed by dividing the NAVD 88
 DQ0374.geopotential number by the normal gravity value computed on the
 DQ0374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0374.degrees latitude (g = 980.6199 gals.).
 DQ0374
 DQ0374.The modeled gravity was interpolated from observed gravity values.
 DQ0374
 DQ0374;                    North         East    Units  Estimated Accuracy
 DQ0374;SPC NM E     -   270,970.      205,750.      MT  (+/- 180 meters Scaled)
 DQ0374
 DQ0374                          SUPERSEDED SURVEY CONTROL
 DQ0374
 DQ0374  NGVD 29 (??/??/92) 1236.796  (m)         4057.72   (f) ADJ UNCH    2 0
 DQ0374
 DQ0374.Superseded values are not recommended for survey control.
 DQ0374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0374.See file dsdata.txt to determine how the superseded data were derived.
 DQ0374
 DQ0374_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFT027009(NAD 83)
 DQ0374_MARKER: DB = BENCH MARK DISK
 DQ0374_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0374_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DQ0374_STAMPING: K 220 1943
 DQ0374_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0374+STABILITY: SURFACE MOTION
 DQ0374
 DQ0374  HISTORY     - Date     Condition        Report By
 DQ0374  HISTORY     - 1943     MONUMENTED       CGS
 DQ0374
 DQ0374                          STATION DESCRIPTION
 DQ0374
 DQ0374'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 DQ0374'11.5 MI NW FROM CAPROCK.
 DQ0374'THIS MARK IS ABOUT 8.1 MILES WEST ALONG U.S. HIGHWAY 380 AND ABOUT 3.4
 DQ0374'MILES NORTH ALONG A DIRT ROAD FROM THE POST OFFICE AT CAPROCK, LEA
 DQ0374'COUNTY, SET AT A POINT WHERE THE ROAD FORMS A T JUNCTION WITH THE OLD
 DQ0374'ROAD, AND NEAR A CATTLE GUARD, 2.0 FEET EAST OF A FENCE RUNNING
 DQ0374'NORTHSOUTH, 44.5 FEET WEST OF THE CENTER LINE OF THE ROAD, 22.5 FEET
 DQ0374'NORTH OF THE CENTER LINE OF THE OLD ROAD, PROJECTING ABOUT 4-INCHES
 DQ0374'ABOVE THE GROUND, 2.0 FEET SOUTH OF A WHITE REFERENCE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0340 ***********************************************************************
 EQ0340  DESIGNATION -  K 222
 EQ0340  PID         -  EQ0340
 EQ0340  STATE/COUNTY-  NM/VALENCIA
 EQ0340  USGS QUAD   -  TOME (1991)
 EQ0340
 EQ0340                         *CURRENT SURVEY CONTROL
 EQ0340  ___________________________________________________________________
 EQ0340* NAD 83(1986)-  34 39 10.     (N)    106 44 26.     (W)     SCALED    
 EQ0340* NAVD 88     -      1464.010  (meters)    4803.17   (feet)  ADJUSTED  
 EQ0340  ___________________________________________________________________
 EQ0340  GEOID HEIGHT-         -21.86  (meters)                     GEOID03
 EQ0340  DYNAMIC HT  -        1461.975 (meters)    4796.50  (feet)  COMP
 EQ0340  MODELED GRAV-     979,194.3   (mgal)                       NAVD 88
 EQ0340
 EQ0340  VERT ORDER  -  FIRST     CLASS II
 EQ0340
 EQ0340.The horizontal coordinates were scaled from a topographic map and have
 EQ0340.an estimated accuracy of +/- 6 seconds.
 EQ0340
 EQ0340.The orthometric height was determined by differential leveling
 EQ0340.and adjusted by the National Geodetic Survey in June 1991..
 EQ0340.WARNING-Repeat measurements at this control monument indicate possible
 EQ0340.vertical movement.
 EQ0340
 EQ0340.The geoid height was determined by GEOID03.
 EQ0340
 EQ0340.The dynamic height is computed by dividing the NAVD 88
 EQ0340.geopotential number by the normal gravity value computed on the
 EQ0340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0340.degrees latitude (g = 980.6199 gals.).
 EQ0340
 EQ0340.The modeled gravity was interpolated from observed gravity values.
 EQ0340
 EQ0340;                    North         East    Units  Estimated Accuracy
 EQ0340;SPC NM C     -   405,170.      455,030.      MT  (+/- 180 meters Scaled)
 EQ0340
 EQ0340                          SUPERSEDED SURVEY CONTROL
 EQ0340
 EQ0340  NGVD 29 (??/??/92) 1463.286  (m)         4800.80   (f) ADJ UNCH    1 2
 EQ0340
 EQ0340.Superseded values are not recommended for survey control.
 EQ0340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0340.See file dsdata.txt to determine how the superseded data were derived.
 EQ0340
 EQ0340_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU404359(NAD 83)
 EQ0340_MARKER: DB = BENCH MARK DISK
 EQ0340_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EQ0340_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EQ0340_STAMPING: K 222 1951
 EQ0340_MARK LOGO: CGS   
 EQ0340_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EQ0340+STABILITY: SURFACE MOTION
 EQ0340
 EQ0340  HISTORY     - Date     Condition        Report By
 EQ0340  HISTORY     - 1951     MONUMENTED       CGS
 EQ0340  HISTORY     - 1958     GOOD             NGS
 EQ0340  HISTORY     - 1982     GOOD             NGS
 EQ0340  HISTORY     - 20050206 MARK NOT FOUND   GEOCAC
 EQ0340
 EQ0340                          STATION DESCRIPTION
 EQ0340
 EQ0340'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 EQ0340'1.75 MI E FROM BELEN.
 EQ0340'1.75 MILES EAST ALONG STATE HIGHWAY 6 FROM THE ATCHISON, TOPEKA AND
 EQ0340'SANTA FE RAILROAD STATION AT BELEN, 102 FEET NORTHWEST OF THE NORTH
 EQ0340'END OF THE WEST ABUTMENT OF A NEW BRIDGE OVER THE RIO GRANDE RIVER, 3
 EQ0340'FEET WEST OF A POWER POLE, 2 FEET NORTH OF A WITNESS POST, SET IN THE
 EQ0340'TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
 EQ0340
 EQ0340                          STATION RECOVERY (1958)
 EQ0340
 EQ0340'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 EQ0340'RECOVERED IN GOOD CONDITION.
 EQ0340
 EQ0340                          STATION RECOVERY (1982)
 EQ0340
 EQ0340'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 EQ0340'RECOVERED IN GOOD CONDITION.  THE 1958 DESCRIPTION IS ADEQUATE EXCEPT
 EQ0340'ADD 0.3 METER (1.0 FT) SOUTH OF A WITNESS POST.
 EQ0340
 EQ0340                          STATION RECOVERY (2005)
 EQ0340
 EQ0340'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 EQ0340'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0297 ***********************************************************************
 EQ0297  DESIGNATION -  K 224
 EQ0297  PID         -  EQ0297
 EQ0297  STATE/COUNTY-  NM/BERNALILLO
 EQ0297  USGS QUAD   -  ISLETA (1991)
 EQ0297
 EQ0297                         *CURRENT SURVEY CONTROL
 EQ0297  ___________________________________________________________________
 EQ0297* NAD 83(1986)-  34 55 48.     (N)    106 40 50.     (W)     SCALED    
 EQ0297* NAVD 88     -      1493.210  (meters)    4898.97   (feet)  ADJUSTED  
 EQ0297  ___________________________________________________________________
 EQ0297  GEOID HEIGHT-         -21.51  (meters)                     GEOID03
 EQ0297  DYNAMIC HT  -        1491.168 (meters)    4892.27  (feet)  COMP
 EQ0297  MODELED GRAV-     979,215.6   (mgal)                       NAVD 88
 EQ0297
 EQ0297  VERT ORDER  -  FIRST     CLASS II
 EQ0297
 EQ0297.The horizontal coordinates were scaled from a topographic map and have
 EQ0297.an estimated accuracy of +/- 6 seconds.
 EQ0297
 EQ0297.The orthometric height was determined by differential leveling
 EQ0297.and adjusted by the National Geodetic Survey in June 1991..
 EQ0297
 EQ0297.The geoid height was determined by GEOID03.
 EQ0297
 EQ0297.The dynamic height is computed by dividing the NAVD 88
 EQ0297.geopotential number by the normal gravity value computed on the
 EQ0297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0297.degrees latitude (g = 980.6199 gals.).
 EQ0297
 EQ0297.The modeled gravity was interpolated from observed gravity values.
 EQ0297
 EQ0297;                    North         East    Units  Estimated Accuracy
 EQ0297;SPC NM C     -   435,890.      460,670.      MT  (+/- 180 meters Scaled)
 EQ0297
 EQ0297                          SUPERSEDED SURVEY CONTROL
 EQ0297
 EQ0297  NGVD 29 (??/??/92) 1492.426  (m)         4896.40   (f) ADJ UNCH    1 2
 EQ0297
 EQ0297.Superseded values are not recommended for survey control.
 EQ0297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0297.See file dsdata.txt to determine how the superseded data were derived.
 EQ0297
 EQ0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU465665(NAD 83)
 EQ0297_MARKER: DB = BENCH MARK DISK
 EQ0297_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EQ0297_SP_SET: CONCRETE BASE
 EQ0297_STAMPING: K 224 1951
 EQ0297_MARK LOGO: CGS   
 EQ0297_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EQ0297
 EQ0297  HISTORY     - Date     Condition        Report By
 EQ0297  HISTORY     - 1951     MONUMENTED       CGS
 EQ0297  HISTORY     - 1982     GOOD             NGS
 EQ0297
 EQ0297                          STATION DESCRIPTION
 EQ0297
 EQ0297'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 EQ0297'1.9 MI N FROM ISLETA.
 EQ0297'1.9 MILES NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD FROM
 EQ0297'THE STATION AT ISLETA, AT STEEL BRIDGE 913 A, 15 FEET WEST OF A
 EQ0297'TELEPHONE POLE, 9 FEET EAST OF THE EAST RAIL, 1 FOOT ABOVE THE GROUND,
 EQ0297'8 FEET BELOW THE TOP OF THE RAILS, SET IN THE TOP OF THE EAST END OF
 EQ0297'THE NORTH CONCRETE BASE OF THE BRIDGE.
 EQ0297
 EQ0297                          STATION RECOVERY (1982)
 EQ0297
 EQ0297'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 EQ0297'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  17.5 KM (10.85
 EQ0297'MI) SOUTHERLY ALONG THE SANTA FE RAILROAD FROM THE RAILROAD STATION IN
 EQ0297'ALBUQUERQUE, 0.2 KM (0.1 MI) SOUTH OF MILEPOST 913, IN TOP OF AND 0.3
 EQ0297'METER (1.0 FT) NORTHWEST OF THE SOUTHEAST END OF THE NORTHEAST
 EQ0297'CONCRETE ABUTMENT OF A RAILROAD BRIDGE OVER THE RIO GRANDE RIVER, AND
 EQ0297'2.7 METERS (8.9 FT) SOUTHEAST OF THE NEAR RAIL.
 EQ0297'THE MARK IS 2.4 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0314 ***********************************************************************
 FO0314  DESIGNATION -  K 225
 FO0314  PID         -  FO0314
 FO0314  STATE/COUNTY-  NM/BERNALILLO
 FO0314  USGS QUAD   -  ALBUQUERQUE WEST (1990)
 FO0314
 FO0314                         *CURRENT SURVEY CONTROL
 FO0314  ___________________________________________________________________
 FO0314* NAD 83(1986)-  35 05 06.     (N)    106 42 57.     (W)     SCALED    
 FO0314* NAVD 88     -      1555.462  (meters)    5103.21   (feet)  ADJUSTED  
 FO0314  ___________________________________________________________________
 FO0314  GEOID HEIGHT-         -21.47  (meters)                     GEOID03
 FO0314  DYNAMIC HT  -        1553.330 (meters)    5096.22  (feet)  COMP
 FO0314  MODELED GRAV-     979,209.7   (mgal)                       NAVD 88
 FO0314
 FO0314  VERT ORDER  -  FIRST     CLASS II
 FO0314
 FO0314.The horizontal coordinates were scaled from a topographic map and have
 FO0314.an estimated accuracy of +/- 6 seconds.
 FO0314
 FO0314.The orthometric height was determined by differential leveling
 FO0314.and adjusted by the National Geodetic Survey in June 1991..
 FO0314
 FO0314.The geoid height was determined by GEOID03.
 FO0314
 FO0314.The dynamic height is computed by dividing the NAVD 88
 FO0314.geopotential number by the normal gravity value computed on the
 FO0314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0314.degrees latitude (g = 980.6199 gals.).
 FO0314
 FO0314.The modeled gravity was interpolated from observed gravity values.
 FO0314
 FO0314;                    North         East    Units  Estimated Accuracy
 FO0314;SPC NM C     -   453,100.      457,520.      MT  (+/- 180 meters Scaled)
 FO0314
 FO0314                          SUPERSEDED SURVEY CONTROL
 FO0314
 FO0314  NGVD 29 (??/??/92) 1554.635  (m)         5100.50   (f) ADJ UNCH    1 2
 FO0314
 FO0314.Superseded values are not recommended for survey control.
 FO0314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0314.See file dsdata.txt to determine how the superseded data were derived.
 FO0314
 FO0314_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU435838(NAD 83)
 FO0314_MARKER: DB = BENCH MARK DISK
 FO0314_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FO0314_SP_SET: CONCRETE BASE
 FO0314_STAMPING: K 225 1951
 FO0314_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FO0314
 FO0314  HISTORY     - Date     Condition        Report By
 FO0314  HISTORY     - 1951     MONUMENTED       CGS
 FO0314  HISTORY     - 20050206 MARK NOT FOUND   GEOCAC
 FO0314
 FO0314                          STATION DESCRIPTION
 FO0314
 FO0314'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 FO0314'4.75 MI W FROM ALBUQUERQUE.
 FO0314'0.25 MILE NORTH ALONG NORTH FIFTH STREET FROM THE COUNTY COURTHOUSE AT
 FO0314'ALBUQUERQUE, THENCE 1.1 MILES WEST ALONG WEST NEW YORK AVENUE, THENCE
 FO0314'3.0 MILES SOUTHWEST ALONG U.S. HIGHWAY 66, THENCE 0.4 MILE NORTH ALONG
 FO0314'AN OILED ROAD, AT THE WEST MESA CUTTER CARR AIRPORT, IN THE CENTER OF
 FO0314'THE SOUTHWEST ENTRANCE OF THE LARGEST HANGAR, SET IN THE TOP OF THE
 FO0314'CONCRETE BASE OF THE DOORS.
 FO0314
 FO0314                          STATION RECOVERY (2005)
 FO0314
 FO0314'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 FO0314'THIS AREA IS NO LONGER AN AIRPORT, AND ALL AIRPORT BUILDINGS HAVE BEEN
 FO0314'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0304 ***********************************************************************
 FO0304  DESIGNATION -  K 227
 FO0304  PID         -  FO0304
 FO0304  STATE/COUNTY-  NM/BERNALILLO
 FO0304  USGS QUAD   -  THE VOLCANOES (1990)
 FO0304
 FO0304                         *CURRENT SURVEY CONTROL
 FO0304  ___________________________________________________________________
 FO0304* NAD 83(1986)-  35 09 02.     (N)    106 48 48.     (W)     SCALED    
 FO0304* NAVD 88     -      1783.051  (meters)    5849.89   (feet)  ADJUSTED  
 FO0304  ___________________________________________________________________
 FO0304  GEOID HEIGHT-         -21.36  (meters)                     GEOID03
 FO0304  DYNAMIC HT  -        1780.552 (meters)    5841.69  (feet)  COMP
 FO0304  MODELED GRAV-     979,169.7   (mgal)                       NAVD 88
 FO0304
 FO0304  VERT ORDER  -  FIRST     CLASS II
 FO0304
 FO0304.The horizontal coordinates were scaled from a topographic map and have
 FO0304.an estimated accuracy of +/- 6 seconds.
 FO0304
 FO0304.The orthometric height was determined by differential leveling
 FO0304.and adjusted by the National Geodetic Survey in June 1991..
 FO0304
 FO0304.The geoid height was determined by GEOID03.
 FO0304
 FO0304.The dynamic height is computed by dividing the NAVD 88
 FO0304.geopotential number by the normal gravity value computed on the
 FO0304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0304.degrees latitude (g = 980.6199 gals.).
 FO0304
 FO0304.The modeled gravity was interpolated from observed gravity values.
 FO0304
 FO0304;                    North         East    Units  Estimated Accuracy
 FO0304;SPC NM C     -   460,420.      448,670.      MT  (+/- 180 meters Scaled)
 FO0304
 FO0304                          SUPERSEDED SURVEY CONTROL
 FO0304
 FO0304  NGVD 29 (??/??/92) 1782.175  (m)         5847.02   (f) ADJ UNCH    1 2
 FO0304
 FO0304.Superseded values are not recommended for survey control.
 FO0304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0304.See file dsdata.txt to determine how the superseded data were derived.
 FO0304
 FO0304_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU348912(NAD 83)
 FO0304_MARKER: DB = BENCH MARK DISK
 FO0304_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FO0304_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FO0304_STAMPING: K 227 1951
 FO0304_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO0304+STABILITY: SURFACE MOTION
 FO0304
 FO0304  HISTORY     - Date     Condition        Report By
 FO0304  HISTORY     - 1951     MONUMENTED       CGS
 FO0304
 FO0304                          STATION DESCRIPTION
 FO0304
 FO0304'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 FO0304'13.2 MI NW FROM ALBUQUERQUE.
 FO0304'0.25 MILE NORTH ALONG NORTH FIFTH STREET FROM THE COUNTY COURTHOUSE AT
 FO0304'ALBUQUERQUE, THENCE 1.1 MILES WEST ALONG WEST NEW YORK AVENUE, THENCE
 FO0304'3.4 MILES SOUTHWEST ALONG U.S. HIGHWAY 66 TO THE WEST MESA MOTEL,
 FO0304'THENCE 5.7 MILES NORTHWEST ALONG A GRADED SANDY ROAD TO AN EAST AND
 FO0304'WEST FENCE, THENCE 1.0 MILE WEST ALONG A DIRT ROAD TO A CATTLE GUARD,
 FO0304'THENCE 1.75 MILES NORTH ALONG A GRADED DIRT ROAD TO AN EAST AND WEST
 FO0304'TRACK ROAD, ALONG A PIPE LINE, 96 FEET EAST OF THE CENTER LINE OF THE
 FO0304'NORTH AND SOUTH ROAD, 96 FEET NORTH OF A PIPE LINE, 55 FEET SOUTH OF
 FO0304'THE EXTENDED CENTER LINE OF A TRACK ROAD LEADING EAST TO A PUMP HOUSE,
 FO0304'4.4 FEET SOUTHWEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 FO0304'POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0169 ***********************************************************************
 CW0169  DESIGNATION -  K 23
 CW0169  PID         -  CW0169
 CW0169  STATE/COUNTY-  NM/EDDY
 CW0169  USGS QUAD   -  MALAGA (1985)
 CW0169
 CW0169                         *CURRENT SURVEY CONTROL
 CW0169  ___________________________________________________________________
 CW0169* NAD 83(1986)-  32 13 29.     (N)    104 04 16.     (W)     SCALED    
 CW0169* NAVD 88     -       915.670  (meters)    3004.16   (feet)  ADJUSTED  
 CW0169  ___________________________________________________________________
 CW0169  GEOID HEIGHT-         -25.13  (meters)                     GEOID03
 CW0169  DYNAMIC HT  -         914.341 (meters)    2999.80  (feet)  COMP
 CW0169  MODELED GRAV-     979,157.6   (mgal)                       NAVD 88
 CW0169
 CW0169  VERT ORDER  -  FIRST     CLASS II
 CW0169
 CW0169.The horizontal coordinates were scaled from a topographic map and have
 CW0169.an estimated accuracy of +/- 6 seconds.
 CW0169
 CW0169.The orthometric height was determined by differential leveling
 CW0169.and adjusted by the National Geodetic Survey in June 1991..
 CW0169
 CW0169.The geoid height was determined by GEOID03.
 CW0169
 CW0169.The dynamic height is computed by dividing the NAVD 88
 CW0169.geopotential number by the normal gravity value computed on the
 CW0169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0169.degrees latitude (g = 980.6199 gals.).
 CW0169
 CW0169.The modeled gravity was interpolated from observed gravity values.
 CW0169
 CW0169;                    North         East    Units  Estimated Accuracy
 CW0169;SPC NM E     -   135,820.      189,720.      MT  (+/- 180 meters Scaled)
 CW0169
 CW0169                          SUPERSEDED SURVEY CONTROL
 CW0169
 CW0169  NGVD 29 (??/??/92)  915.190  (m)         3002.59   (f) ADJ UNCH    1 2
 CW0169
 CW0169.Superseded values are not recommended for survey control.
 CW0169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0169.See file dsdata.txt to determine how the superseded data were derived.
 CW0169
 CW0169_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SER875657(NAD 83)
 CW0169_MARKER: DD = SURVEY DISK
 CW0169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CW0169_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CW0169_STAMPING: K 23 1944 3003
 CW0169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CW0169+STABILITY: SURFACE MOTION
 CW0169
 CW0169  HISTORY     - Date     Condition        Report By
 CW0169  HISTORY     - 1944     MONUMENTED       USGS
 CW0169  HISTORY     - 1957     GOOD             NGS
 CW0169  HISTORY     - 1981     MARK NOT FOUND   NGS
 CW0169
 CW0169                          STATION DESCRIPTION
 CW0169
 CW0169'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 CW0169'0.05 MI NW FROM MALAGA.
 CW0169'ABOUT 0.05 MILE NORTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 CW0169'RAILWAY FROM THE STATION AT MALAGA, 3 FEET SOUTHEAST OF THE 8TH POLE
 CW0169'NORTHWEST OF MILEPOST 200, 34 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF
 CW0169'THE MAIN TRACK, 240 FEET NORTHWEST OF THE CENTER OF A ROAD CROSSING, 2
 CW0169'FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE
 CW0169'TRACK, AND IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 CW0169
 CW0169                          STATION RECOVERY (1981)
 CW0169
 CW0169'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CW0169'NOTE=A THOROUGH SEARCH OF THE AREA REVEALED NO EVIDENCE OF THIS MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0651 ***********************************************************************
 DR0651  DESIGNATION -  K 23
 DR0651  PID         -  DR0651
 DR0651  STATE/COUNTY-  NM/OTERO
 DR0651  USGS QUAD   -  APACHE SUMMIT (1979)
 DR0651
 DR0651                         *CURRENT SURVEY CONTROL
 DR0651  ___________________________________________________________________
 DR0651* NAD 83(1986)-  33 09 50.     (N)    105 44 48.     (W)     SCALED    
 DR0651* NAVD 88     -      2088.967  (meters)    6853.55   (feet)  ADJUSTED  
 DR0651  ___________________________________________________________________
 DR0651  GEOID HEIGHT-         -20.06  (meters)                     GEOID03
 DR0651  DYNAMIC HT  -        2085.684 (meters)    6842.78  (feet)  COMP
 DR0651  MODELED GRAV-     978,990.2   (mgal)                       NAVD 88
 DR0651
 DR0651  VERT ORDER  -  FIRST     CLASS II
 DR0651
 DR0651.The horizontal coordinates were scaled from a topographic map and have
 DR0651.an estimated accuracy of +/- 6 seconds.
 DR0651
 DR0651.The orthometric height was determined by differential leveling
 DR0651.and adjusted by the National Geodetic Survey in June 1991..
 DR0651
 DR0651.The geoid height was determined by GEOID03.
 DR0651
 DR0651.The dynamic height is computed by dividing the NAVD 88
 DR0651.geopotential number by the normal gravity value computed on the
 DR0651.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0651.degrees latitude (g = 980.6199 gals.).
 DR0651
 DR0651.The modeled gravity was interpolated from observed gravity values.
 DR0651
 DR0651;                    North         East    Units  Estimated Accuracy
 DR0651;SPC NM C     -   240,040.      546,950.      MT  (+/- 180 meters Scaled)
 DR0651
 DR0651                          SUPERSEDED SURVEY CONTROL
 DR0651
 DR0651  NGVD 29 (??/??/92) 2088.157  (m)         6850.90   (f) ADJ UNCH    1 2
 DR0651
 DR0651.Superseded values are not recommended for survey control.
 DR0651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0651.See file dsdata.txt to determine how the superseded data were derived.
 DR0651
 DR0651_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDS303697(NAD 83)
 DR0651_MARKER: DB = BENCH MARK DISK
 DR0651_SETTING: 66 = SET IN ROCK OUTCROP
 DR0651_SP_SET: OUTCROP
 DR0651_STAMPING: K 23 1933
 DR0651_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DR0651+STABILITY: POSITION/ELEVATION WELL
 DR0651
 DR0651  HISTORY     - Date     Condition        Report By
 DR0651  HISTORY     - 1933     MONUMENTED       CGS
 DR0651  HISTORY     - 1934     MARK NOT FOUND   NGS
 DR0651  HISTORY     - 1963     MARK NOT FOUND   USGS
 DR0651
 DR0651                          STATION DESCRIPTION
 DR0651
 DR0651'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DR0651'1.8 MI NE FROM MESCALERO.
 DR0651'1.8 MILES NORTHEAST ALONG U.S. HIGHWAY 70 FROM MESCALERO, OTERO
 DR0651'COUNTY, 212.9 FEET NORTH OF A 22-INCH BLAZED PINE TREE WITH A BOAT
 DR0651'SPIKE USED AS A HIGHWAY BENCH MARK, 121 FEET NORTH OF THE CENTERLINE
 DR0651'OF THE HIGHWAY, AND IN THE TOP OF A LIMESTONE OUTCROP.  A STANDARD
 DR0651'DISK, STAMPED K 23 1933.
 DR0651
 DR0651                          STATION RECOVERY (1963)
 DR0651
 DR0651'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 DR0651'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0778 ***********************************************************************
 DS0778  DESIGNATION -  K 231
 DS0778  PID         -  DS0778
 DS0778  STATE/COUNTY-  NM/SOCORRO
 DS0778  USGS QUAD   -  FORT CRAIG (1980)
 DS0778
 DS0778                         *CURRENT SURVEY CONTROL
 DS0778  ___________________________________________________________________
 DS0778* NAD 83(1986)-  33 39 56.     (N)    107 06 38.     (W)     SCALED    
 DS0778* NAVD 88     -      1460.365  (meters)    4791.21   (feet)  ADJUSTED  
 DS0778  ___________________________________________________________________
 DS0778  GEOID HEIGHT-         -22.77  (meters)                     GEOID03
 DS0778  DYNAMIC HT  -        1458.234 (meters)    4784.22  (feet)  COMP
 DS0778  MODELED GRAV-     979,127.6   (mgal)                       NAVD 88
 DS0778
 DS0778  VERT ORDER  -  FIRST     CLASS II
 DS0778
 DS0778.The horizontal coordinates were scaled from a topographic map and have
 DS0778.an estimated accuracy of +/- 6 seconds.
 DS0778
 DS0778.The orthometric height was determined by differential leveling
 DS0778.and adjusted by the National Geodetic Survey in June 1991..
 DS0778
 DS0778.The geoid height was determined by GEOID03.
 DS0778
 DS0778.The dynamic height is computed by dividing the NAVD 88
 DS0778.geopotential number by the normal gravity value computed on the
 DS0778.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0778.degrees latitude (g = 980.6199 gals.).
 DS0778
 DS0778.The modeled gravity was interpolated from observed gravity values.
 DS0778
 DS0778;                    North         East    Units  Estimated Accuracy
 DS0778;SPC NM C     -   295,890.      420,190.      MT  (+/- 180 meters Scaled)
 DS0778
 DS0778                          SUPERSEDED SURVEY CONTROL
 DS0778
 DS0778  NGVD 29 (??/??/92) 1459.639  (m)         4788.83   (f) ADJ UNCH    1 2
 DS0778
 DS0778.Superseded values are not recommended for survey control.
 DS0778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0778.See file dsdata.txt to determine how the superseded data were derived.
 DS0778
 DS0778_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT043270(NAD 83)
 DS0778_MARKER: DB = BENCH MARK DISK
 DS0778_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0778_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0778_STAMPING: K 231 1950
 DS0778_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0778+STABILITY: SURFACE MOTION
 DS0778
 DS0778  HISTORY     - Date     Condition        Report By
 DS0778  HISTORY     - 1950     MONUMENTED       CGS
 DS0778
 DS0778                          STATION DESCRIPTION
 DS0778
 DS0778'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 DS0778'24.2 MI SW FROM SAN ANTONIO.
 DS0778'21.1 MILES SOUTHWEST ALONG U.S. HIGHWAY 85 FROM THE ATCHISON, TOPEKA
 DS0778'AND SANTA FE RAILROAD STATION AT SAN ANTONIO, THENCE 3.1 MILES
 DS0778'SOUTHWEST ALONG OLD U.S. HIGHWAY 85, ON THE SOUTH SIDE OF MULLIGAN
 DS0778'GULCH, 325 FEET SOUTH OF A WINDMILL, 190 FEET NORTHWEST OF THE CENTER
 DS0778'LINE OF A RANCH ROAD, 1.1 FEET SOUTHWEST OF A FENCE, 2.7 FEET
 DS0778'NORTHWEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 DS0778'0.5 FOOT THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0770 ***********************************************************************
 DS0770  DESIGNATION -  K 232
 DS0770  PID         -  DS0770
 DS0770  STATE/COUNTY-  NM/SOCORRO
 DS0770  USGS QUAD   -  BLACK HILL (1980)
 DS0770
 DS0770                         *CURRENT SURVEY CONTROL
 DS0770  ___________________________________________________________________
 DS0770* NAD 83(1986)-  33 35 48.     (N)    107 09 57.     (W)     SCALED    
 DS0770* NAVD 88     -      1509.144  (meters)    4951.25   (feet)  ADJUSTED  
 DS0770  ___________________________________________________________________
 DS0770  GEOID HEIGHT-         -22.82  (meters)                     GEOID03
 DS0770  DYNAMIC HT  -        1506.928 (meters)    4943.98  (feet)  COMP
 DS0770  MODELED GRAV-     979,115.5   (mgal)                       NAVD 88
 DS0770
 DS0770  VERT ORDER  -  FIRST     CLASS II
 DS0770
 DS0770.The horizontal coordinates were scaled from a topographic map and have
 DS0770.an estimated accuracy of +/- 6 seconds.
 DS0770
 DS0770.The orthometric height was determined by differential leveling
 DS0770.and adjusted by the National Geodetic Survey in June 1991..
 DS0770
 DS0770.The geoid height was determined by GEOID03.
 DS0770
 DS0770.The dynamic height is computed by dividing the NAVD 88
 DS0770.geopotential number by the normal gravity value computed on the
 DS0770.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0770.degrees latitude (g = 980.6199 gals.).
 DS0770
 DS0770.The modeled gravity was interpolated from observed gravity values.
 DS0770
 DS0770;                    North         East    Units  Estimated Accuracy
 DS0770;SPC NM C     -   288,300.      415,000.      MT  (+/- 180 meters Scaled)
 DS0770
 DS0770                          SUPERSEDED SURVEY CONTROL
 DS0770
 DS0770  NGVD 29 (??/??/92) 1508.420  (m)         4948.87   (f) ADJ UNCH    1 2
 DS0770
 DS0770.Superseded values are not recommended for survey control.
 DS0770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0770.See file dsdata.txt to determine how the superseded data were derived.
 DS0770
 DS0770_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBT990195(NAD 83)
 DS0770_MARKER: DB = BENCH MARK DISK
 DS0770_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0770_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0770_STAMPING: K 232 1950
 DS0770_PROJECTION: PROJECTING 13 CENTIMETERS
 DS0770_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0770+STABILITY: SURFACE MOTION
 DS0770
 DS0770  HISTORY     - Date     Condition        Report By
 DS0770  HISTORY     - 1950     MONUMENTED       CGS
 DS0770  HISTORY     - 1966     GOOD             NGS
 DS0770  HISTORY     - 1980     GOOD             NGS
 DS0770
 DS0770                          STATION DESCRIPTION
 DS0770
 DS0770'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 DS0770'29.3 MI SW FROM SAN ANTONIO.
 DS0770'29.3 MILES SOUTHWEST ALONG U.S. HIGHWAY 85 FROM THE ATCHISON, TOPEKA
 DS0770'AND SANTA FE RAILROAD STATION AT SAN ANTONIO, 99 FEET SOUTHEAST OF THE
 DS0770'CENTER LINE OF THE HIGHWAY, 33 FEET NORTH OF THE CENTER LINE OF A
 DS0770'PRIVATE ROAD LEADING EAST, 34 FEET NORTHEAST OF THE CENTER OF A GATE,
 DS0770'1.2 FEET NORTHWEST OF A FENCE, 3.7 FEET SOUTHWEST OF A WITNESS POST,
 DS0770'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE
 DS0770'GROUND.
 DS0770
 DS0770                          STATION RECOVERY (1966)
 DS0770
 DS0770'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 DS0770'RECOVERED IN GOOD CONDITION.
 DS0770
 DS0770                          STATION RECOVERY (1980)
 DS0770
 DS0770'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DS0770'0.2 KILOMETER (0.1 MILE) EAST ALONG U.S. HIGHWAY 380 FROM THE POST
 DS0770'OFFICE IN SAN ANTONIO, THENCE 47.8 KILOMETERS (29.7 MILES) SOUTH
 DS0770'ALONG STATE HIGHWAY 1, AT A GRAVEL ROAD LEADING SOUTHEAST, 30.2
 DS0770'METERS (99.0 FEET) SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 10.0
 DS0770'METERS (33.0 FEET) NORTH OF THE CENTER OF THE ROAD AND 0.4 METER
 DS0770'(1.2 FEET) NORTHWEST OF A FENCE.
 DS0770'THE MARK IS 0.4 METERS  NE FROM A WITNESS POST.
 DS0770'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0872 ***********************************************************************
 DS0872  DESIGNATION -  K 233
 DS0872  PID         -  DS0872
 DS0872  STATE/COUNTY-  NM/SIERRA
 DS0872  USGS QUAD   -  HUERFANO HILL (1980)
 DS0872
 DS0872                         *CURRENT SURVEY CONTROL
 DS0872  ___________________________________________________________________
 DS0872* NAD 83(1986)-  33 17 18.     (N)    107 20 50.     (W)     SCALED    
 DS0872* NAVD 88     -      1551.319  (meters)    5089.62   (feet)  ADJUSTED  
 DS0872  ___________________________________________________________________
 DS0872  GEOID HEIGHT-         -23.11  (meters)                     GEOID03
 DS0872  DYNAMIC HT  -        1548.998 (meters)    5082.00  (feet)  COMP
 DS0872  MODELED GRAV-     979,087.4   (mgal)                       NAVD 88
 DS0872
 DS0872  VERT ORDER  -  FIRST     CLASS II
 DS0872
 DS0872.The horizontal coordinates were scaled from a topographic map and have
 DS0872.an estimated accuracy of +/- 6 seconds.
 DS0872
 DS0872.The orthometric height was determined by differential leveling
 DS0872.and adjusted by the National Geodetic Survey in June 1991..
 DS0872
 DS0872.The geoid height was determined by GEOID03.
 DS0872
 DS0872.The dynamic height is computed by dividing the NAVD 88
 DS0872.geopotential number by the normal gravity value computed on the
 DS0872.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0872.degrees latitude (g = 980.6199 gals.).
 DS0872
 DS0872.The modeled gravity was interpolated from observed gravity values.
 DS0872
 DS0872;                    North         East    Units  Estimated Accuracy
 DS0872;SPC NM W     -   253,840.      875,280.      MT  (+/- 180 meters Scaled)
 DS0872
 DS0872                          SUPERSEDED SURVEY CONTROL
 DS0872
 DS0872  NGVD 29 (??/??/92) 1550.593  (m)         5087.24   (f) ADJ UNCH    1 2
 DS0872
 DS0872.Superseded values are not recommended for survey control.
 DS0872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0872.See file dsdata.txt to determine how the superseded data were derived.
 DS0872
 DS0872_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBS814857(NAD 83)
 DS0872_MARKER: DB = BENCH MARK DISK
 DS0872_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0872_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0872_STAMPING: K 233 1951
 DS0872_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0872+STABILITY: SURFACE MOTION
 DS0872
 DS0872  HISTORY     - Date     Condition        Report By
 DS0872  HISTORY     - 1951     MONUMENTED       CGS
 DS0872
 DS0872                          STATION DESCRIPTION
 DS0872
 DS0872'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 DS0872'11.0 MI SE FROM MONTICELLO.
 DS0872'11.0 MILES SOUTHEAST ALONG A GRADED DIRT ROAD FROM THE POST OFFICE AT
 DS0872'MONTICELLO, 1.0 MILE NORTHWEST OF A JUNCTION WITH OLD U.S. HIGHWAY 85,
 DS0872'89 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 2.3 FEET NORTHWEST
 DS0872'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 DS0872'0.7 FOOT ABOVE THE GROUND.  NOTE-- THIS MARK IS 1.0 MILE NORTHWEST OF
 DS0872'BENCH MARK L 82.  HOT SPRINGS N.M. HAS BEEN RENAMED TRUTH OR
 DS0872'CONSEQUENCES N.M.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0647 ***********************************************************************
 DS0647  DESIGNATION -  K 235
 DS0647  PID         -  DS0647
 DS0647  STATE/COUNTY-  NM/SOCORRO
 DS0647  USGS QUAD   -  FOSTER WELL (1981)
 DS0647
 DS0647                         *CURRENT SURVEY CONTROL
 DS0647  ___________________________________________________________________
 DS0647* NAD 83(1986)-  33 37 03.     (N)    106 30 26.     (W)     SCALED    
 DS0647* NAVD 88     -      1459.879  (meters)    4789.62   (feet)  ADJUSTED  
 DS0647  ___________________________________________________________________
 DS0647  GEOID HEIGHT-         -22.21  (meters)                     GEOID03
 DS0647  DYNAMIC HT  -        1457.768 (meters)    4782.69  (feet)  COMP
 DS0647  MODELED GRAV-     979,139.8   (mgal)                       NAVD 88
 DS0647
 DS0647  VERT ORDER  -  SECOND    CLASS 0
 DS0647
 DS0647.The horizontal coordinates were scaled from a topographic map and have
 DS0647.an estimated accuracy of +/- 6 seconds.
 DS0647
 DS0647.The orthometric height was determined by differential leveling
 DS0647.and adjusted by the National Geodetic Survey in June 1991..
 DS0647
 DS0647.The geoid height was determined by GEOID03.
 DS0647
 DS0647.The dynamic height is computed by dividing the NAVD 88
 DS0647.geopotential number by the normal gravity value computed on the
 DS0647.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0647.degrees latitude (g = 980.6199 gals.).
 DS0647
 DS0647.The modeled gravity was interpolated from observed gravity values.
 DS0647
 DS0647;                    North         East    Units  Estimated Accuracy
 DS0647;SPC NM C     -   290,260.      476,130.      MT  (+/- 180 meters Scaled)
 DS0647
 DS0647                          SUPERSEDED SURVEY CONTROL
 DS0647
 DS0647  NGVD 29 (??/??/92) 1459.197  (m)         4787.38   (f) ADJ UNCH    2 0
 DS0647
 DS0647.Superseded values are not recommended for survey control.
 DS0647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0647.See file dsdata.txt to determine how the superseded data were derived.
 DS0647
 DS0647_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT601207(NAD 83)
 DS0647_MARKER: DB = BENCH MARK DISK
 DS0647_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0647_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0647_STAMPING: K 235 1952
 DS0647_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0647+STABILITY: SURFACE MOTION
 DS0647
 DS0647  HISTORY     - Date     Condition        Report By
 DS0647  HISTORY     - 1952     MONUMENTED       CGS
 DS0647  HISTORY     - 1975     MARK NOT FOUND   USGS
 DS0647
 DS0647                          STATION DESCRIPTION
 DS0647
 DS0647'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DS0647'46.35 MI W FROM CARRIZOZO.
 DS0647'14.8 MILES SOUTH ALONG U.S. HIGHWAY 54 FROM THE POST OFFICE AT
 DS0647'CARRIZOZO, THENCE 31.55 MILES NORTHWEST ALONG THE MOCKING BIRD GAP
 DS0647'ROAD, 47 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 6 FEET
 DS0647'SOUTHEAST OF A TELEPHONE POLE, IN LINE WITH A ROW OF POLES, 3 FEET
 DS0647'SOUTHEAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 DS0647'PROJECTS 0.6 FOOT ABOVE THE GROUND.
 DS0647
 DS0647                          STATION RECOVERY (1975)
 DS0647
 DS0647'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 DS0647'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0379 ***********************************************************************
 DS0379  DESIGNATION -  K 237
 DS0379  PID         -  DS0379
 DS0379  STATE/COUNTY-  NM/SOCORRO
 DS0379  USGS QUAD   -  MOUND SPRINGS (1982)
 DS0379
 DS0379                         *CURRENT SURVEY CONTROL
 DS0379  ___________________________________________________________________
 DS0379* NAD 83(1986)-  33 23 25.     (N)    106 18 20.     (W)     SCALED    
 DS0379* NAVD 88     -      1298.031  (meters)    4258.62   (feet)  ADJUSTED  
 DS0379  ___________________________________________________________________
 DS0379  GEOID HEIGHT-         -22.38  (meters)                     GEOID03
 DS0379  DYNAMIC HT  -        1296.169 (meters)    4252.51  (feet)  COMP
 DS0379  MODELED GRAV-     979,158.0   (mgal)                       NAVD 88
 DS0379
 DS0379  VERT ORDER  -  SECOND    CLASS 0
 DS0379
 DS0379.The horizontal coordinates were scaled from a topographic map and have
 DS0379.an estimated accuracy of +/- 6 seconds.
 DS0379
 DS0379.The orthometric height was determined by differential leveling
 DS0379.and adjusted by the National Geodetic Survey in June 1991..
 DS0379
 DS0379.The geoid height was determined by GEOID03.
 DS0379
 DS0379.The dynamic height is computed by dividing the NAVD 88
 DS0379.geopotential number by the normal gravity value computed on the
 DS0379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0379.degrees latitude (g = 980.6199 gals.).
 DS0379
 DS0379.The modeled gravity was interpolated from observed gravity values.
 DS0379
 DS0379;                    North         East    Units  Estimated Accuracy
 DS0379;SPC NM C     -   265,030.      494,830.      MT  (+/- 180 meters Scaled)
 DS0379
 DS0379                          SUPERSEDED SURVEY CONTROL
 DS0379
 DS0379  NGVD 29 (??/??/92) 1297.391  (m)         4256.52   (f) ADJ UNCH    2 0
 DS0379
 DS0379.Superseded values are not recommended for survey control.
 DS0379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0379.See file dsdata.txt to determine how the superseded data were derived.
 DS0379
 DS0379_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS785953(NAD 83)
 DS0379_MARKER: DB = BENCH MARK DISK
 DS0379_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0379_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0379_STAMPING: K 237 1952
 DS0379_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0379+STABILITY: SURFACE MOTION
 DS0379
 DS0379  HISTORY     - Date     Condition        Report By
 DS0379  HISTORY     - 1952     MONUMENTED       CGS
 DS0379
 DS0379                          STATION DESCRIPTION
 DS0379
 DS0379'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DS0379'52.5 MI SW FROM CARRIZOZO.
 DS0379'14.8 MILES SOUTH ALONG U.S. HIGHWAY 54 FROM THE POST OFFICE AT
 DS0379'CARRIZOZO, THENCE 23.1 MILES WEST ALONG THE MOCKING BIRD GAP ROAD,
 DS0379'THENCE 0.9 MILE SOUTH ALONG A DIRT ROAD, THENCE 8.7 MILES SOUTHEAST
 DS0379'ALONG A TRACK ROAD, THENCE 2.45 MILES NORTHEAST ALONG A TRACK ROAD,
 DS0379'THENCE 2.55 MILES SOUTHEAST ALONG A TRACK ROAD, 56 FEET NORTHEAST OF
 DS0379'THE CENTER LINE OF THE ROAD, 3 FEET SOUTHEAST OF A WITNESS POST, SET
 DS0379'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.9 FOOT ABOVE THE
 DS0379'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0434 ***********************************************************************
 DS0434  DESIGNATION -  K 238
 DS0434  PID         -  DS0434
 DS0434  STATE/COUNTY-  NM/SIERRA
 DS0434  USGS QUAD   -  LUMLEY LAKE NW (1982)
 DS0434
 DS0434                         *CURRENT SURVEY CONTROL
 DS0434  ___________________________________________________________________
 DS0434* NAD 83(1986)-  33 12 14.     (N)    106 27 40.     (W)     SCALED    
 DS0434* NAVD 88     -      1229.174  (meters)    4032.72   (feet)  ADJUSTED  
 DS0434  ___________________________________________________________________
 DS0434  GEOID HEIGHT-         -22.84  (meters)                     GEOID03
 DS0434  DYNAMIC HT  -        1227.412 (meters)    4026.93  (feet)  COMP
 DS0434  MODELED GRAV-     979,162.8   (mgal)                       NAVD 88
 DS0434
 DS0434  VERT ORDER  -  SECOND    CLASS 0
 DS0434
 DS0434.The horizontal coordinates were scaled from a topographic map and have
 DS0434.an estimated accuracy of +/- 6 seconds.
 DS0434
 DS0434.The orthometric height was determined by differential leveling
 DS0434.and adjusted by the National Geodetic Survey in June 1991..
 DS0434
 DS0434.The geoid height was determined by GEOID03.
 DS0434
 DS0434.The dynamic height is computed by dividing the NAVD 88
 DS0434.geopotential number by the normal gravity value computed on the
 DS0434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0434.degrees latitude (g = 980.6199 gals.).
 DS0434
 DS0434.The modeled gravity was interpolated from observed gravity values.
 DS0434
 DS0434;                    North         East    Units  Estimated Accuracy
 DS0434;SPC NM W     -   245,210.      957,940.      MT  (+/- 180 meters Scaled)
 DS0434
 DS0434                          SUPERSEDED SURVEY CONTROL
 DS0434
 DS0434  NGVD 29 (??/??/92) 1228.560  (m)         4030.70   (f) ADJ UNCH    2 0
 DS0434
 DS0434.Superseded values are not recommended for survey control.
 DS0434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0434.See file dsdata.txt to determine how the superseded data were derived.
 DS0434
 DS0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS638748(NAD 83)
 DS0434_MARKER: DB = BENCH MARK DISK
 DS0434_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0434_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0434_STAMPING: K 238 1952
 DS0434_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0434+STABILITY: SURFACE MOTION
 DS0434
 DS0434  HISTORY     - Date     Condition        Report By
 DS0434  HISTORY     - 1952     MONUMENTED       CGS
 DS0434  HISTORY     - 1967     GOOD             NGS
 DS0434
 DS0434                          STATION DESCRIPTION
 DS0434
 DS0434'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DS0434'27.5 MI WNW FROM TULAROSA.
 DS0434'THE MARK IS LOCATED 36-1/2 MILES NORTHWEST OF ALAMOGORDO, 27-1/2 MILES
 DS0434'WEST-NORTHWEST OF TULAROSA AND 13 MILES WEST-NORTHWEST OF THE
 DS0434'OTERO-SIERRA-DONA ANA COUNTY LINES.  THE MARK IS A STANDARD DISK, SET
 DS0434'IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 DS0434'PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS 103 FEET SOUTHEAST OF
 DS0434'TELEPHONE LINE POLE NO 110, 32 FEET EAST OF THE CENTERLINE OF A PAVED
 DS0434'ROAD, 3 FEET SOUTH OF A WOODEN WITNESS POST AND ABOUT THE SAME
 DS0434'ELEVATION AS THE PAVED ROAD.  NOTE-- THIS MARK WAS ESTABLISHED AS AN
 DS0434'AZIMUTH MARK FOR TRIANGULATION STATION NORTHWEST 50 (WSPG).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0411 ***********************************************************************
 DS0411  DESIGNATION -  K 239
 DS0411  PID         -  DS0411
 DS0411  STATE/COUNTY-  NM/OTERO
 DS0411  USGS QUAD   -  TULAROSA PEAK (1981)
 DS0411
 DS0411                         *CURRENT SURVEY CONTROL
 DS0411  ___________________________________________________________________
 DS0411* NAD 83(1986)-  33 02 49.     (N)    106 09 03.     (W)     SCALED    
 DS0411* NAVD 88     -      1259.133  (meters)    4131.01   (feet)  ADJUSTED  
 DS0411  ___________________________________________________________________
 DS0411  GEOID HEIGHT-         -22.64  (meters)                     GEOID03
 DS0411  DYNAMIC HT  -        1257.331 (meters)    4125.09  (feet)  COMP
 DS0411  MODELED GRAV-     979,162.9   (mgal)                       NAVD 88
 DS0411
 DS0411  VERT ORDER  -  FIRST     CLASS I
 DS0411
 DS0411.The horizontal coordinates were scaled from a topographic map and have
 DS0411.an estimated accuracy of +/- 6 seconds.
 DS0411
 DS0411.The orthometric height was determined by differential leveling
 DS0411.and adjusted by the National Geodetic Survey in June 1991..
 DS0411.WARNING-Repeat measurements at this control monument indicate possible
 DS0411.vertical movement.
 DS0411
 DS0411.The geoid height was determined by GEOID03.
 DS0411
 DS0411.The dynamic height is computed by dividing the NAVD 88
 DS0411.geopotential number by the normal gravity value computed on the
 DS0411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0411.degrees latitude (g = 980.6199 gals.).
 DS0411
 DS0411.The modeled gravity was interpolated from observed gravity values.
 DS0411
 DS0411;                    North         East    Units  Estimated Accuracy
 DS0411;SPC NM C     -   226,960.      509,260.      MT  (+/- 180 meters Scaled)
 DS0411
 DS0411                          SUPERSEDED SURVEY CONTROL
 DS0411
 DS0411  NGVD 29 (??/??/92) 1258.557  (m)         4129.12   (f) ADJ UNCH    1 1
 DS0411
 DS0411.Superseded values are not recommended for survey control.
 DS0411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0411.See file dsdata.txt to determine how the superseded data were derived.
 DS0411
 DS0411_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS925570(NAD 83)
 DS0411_MARKER: DB = BENCH MARK DISK
 DS0411_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0411_SP_SET: CONCRETE POST
 DS0411_STAMPING: K 239 1952
 DS0411_MARK LOGO: CGS   
 DS0411_PROJECTION: PROJECTING 10 CENTIMETERS
 DS0411_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0411+STABILITY: SURFACE MOTION
 DS0411_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS0411+SATELLITE: SATELLITE OBSERVATIONS - April 02, 2005
 DS0411
 DS0411  HISTORY     - Date     Condition        Report By
 DS0411  HISTORY     - 1952     MONUMENTED       CGS
 DS0411  HISTORY     - 1986     GOOD             NGS
 DS0411  HISTORY     - 20040210 GOOD             ORBITE
 DS0411  HISTORY     - 20050402 GOOD             USPSQD
 DS0411
 DS0411                          STATION DESCRIPTION
 DS0411
 DS0411'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DS0411'8.85 MI W FROM TULAROSA.
 DS0411'6.75 MILES WEST ALONG OLD STATE HIGHWAY 52 FROM THE SOUTHERN PACIFIC
 DS0411'RAILROAD STATION AT TULAROSA, THENCE 2.1 MILES SOUTH ALONG A GRAVELED
 DS0411'ROAD, 97 FEET WEST OF THE CENTER LINE OF A NORTH AND SOUTH ROAD, 18
 DS0411'FEET EAST OF THE CENTER LINE OF A TRACK ROAD, 3 FEET NORTHWEST OF A
 DS0411'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.8
 DS0411'FOOT ABOVE THE GROUND.
 DS0411
 DS0411                          STATION RECOVERY (1986)
 DS0411
 DS0411'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 DS0411'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  12.9 KM
 DS0411'(8.0 MI) WEST OF THE POST OFFICE IN TULAROSA ALONG THE OLD HIGHWAY 52
 DS0411'TO THE TULA GATE, THENCE 3.5 KM (2.2 MI) SOUTH OF THE TULA GATE ALONG
 DS0411'WSMR ROUTE 9, 29.2 METERS (95.8 FT) SOUTHWEST OF THE CENTERLINE OF THE
 DS0411'ROAD, 36.1 METERS (118.4 FT) EAST OF POWER POLE NUMBER 28.
 DS0411'THE MARK IS 1.2 METERS  S FROM  A WITNESS POST
 DS0411'THE MARK IS 0.6 M ABOVE THE ROAD.
 DS0411
 DS0411                          STATION RECOVERY (2004)
 DS0411
 DS0411'RECOVERY NOTE BY ORBITECH INC 2004 (SHG)
 DS0411'RECOVERED IN GOOD CONDITION.
 DS0411
 DS0411                          STATION RECOVERY (2005)
 DS0411
 DS0411'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM)
 DS0411'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0282 ***********************************************************************
 EP0282  DESIGNATION -  K 24
 EP0282  PID         -  EP0282
 EP0282  STATE/COUNTY-  NM/TORRANCE
 EP0282  USGS QUAD   -  DURAN (1981)
 EP0282
 EP0282                         *CURRENT SURVEY CONTROL
 EP0282  ___________________________________________________________________
 EP0282* NAD 83(1986)-  34 25 14.     (N)    105 27 14.     (W)     SCALED    
 EP0282* NAVD 88     -      1933.374  (meters)    6343.08   (feet)  ADJUSTED  
 EP0282  ___________________________________________________________________
 EP0282  GEOID HEIGHT-         -20.30  (meters)                     GEOID03
 EP0282  DYNAMIC HT  -        1930.576 (meters)    6333.90  (feet)  COMP
 EP0282  MODELED GRAV-     979,118.8   (mgal)                       NAVD 88
 EP0282
 EP0282  VERT ORDER  -  FIRST     CLASS II
 EP0282
 EP0282.The horizontal coordinates were scaled from a topographic map and have
 EP0282.an estimated accuracy of +/- 6 seconds.
 EP0282
 EP0282.The orthometric height was determined by differential leveling
 EP0282.and adjusted by the National Geodetic Survey in June 1991..
 EP0282
 EP0282.The geoid height was determined by GEOID03.
 EP0282
 EP0282.The dynamic height is computed by dividing the NAVD 88
 EP0282.geopotential number by the normal gravity value computed on the
 EP0282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EP0282.degrees latitude (g = 980.6199 gals.).
 EP0282
 EP0282.The modeled gravity was interpolated from observed gravity values.
 EP0282
 EP0282;                    North         East    Units  Estimated Accuracy
 EP0282;SPC NM C     -   379,590.      573,180.      MT  (+/- 180 meters Scaled)
 EP0282
 EP0282                          SUPERSEDED SURVEY CONTROL
 EP0282
 EP0282  NGVD 29 (??/??/92) 1932.532  (m)         6340.32   (f) ADJ UNCH    1 2
 EP0282
 EP0282.Superseded values are not recommended for survey control.
 EP0282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EP0282.See file dsdata.txt to determine how the superseded data were derived.
 EP0282
 EP0282_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDU582088(NAD 83)
 EP0282_MARKER: DB = BENCH MARK DISK
 EP0282_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EP0282_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EP0282_STAMPING: 6340.315 K 24 1933
 EP0282_PROJECTION: FLUSH
 EP0282_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EP0282+STABILITY: SURFACE MOTION
 EP0282
 EP0282  HISTORY     - Date     Condition        Report By
 EP0282  HISTORY     - 1933     MONUMENTED       CGS
 EP0282  HISTORY     - 1934     GOOD             NGS
 EP0282  HISTORY     - 1980     GOOD             NGS
 EP0282
 EP0282                          STATION DESCRIPTION
 EP0282
 EP0282'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 EP0282'4.8 MI SW FROM DURAN.
 EP0282'4.8 MILES SOUTHWEST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 EP0282'STATION AT DURAN, TORRANCE COUNTY, 6 POLES SOUTHWEST OF MILEPOST 1506,
 EP0282'97 FEET SOUTHEAST OF THE CENTERLINE OF THE TRACK, AND 5 FEET WEST OF
 EP0282'THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED 6340.315 K 24 1933
 EP0282'AND SET IN THE TOP OF A CONCRETE POST.
 EP0282
 EP0282                          STATION RECOVERY (1980)
 EP0282
 EP0282'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 EP0282'7.5 KM (4.7 MI) SOUTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD
 EP0282'FROM THE POST OFFICE IN DURAN, 29.5 METERS (97.0 FT) SOUTHEAST
 EP0282'OF THE NEAR RAIL AND 15.5 METERS (51.0 FT) NORTHWEST OF THE CENTERLINE
 EP0282'OF U.S. HIGHWAY 54.
 EP0282'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 EP0282'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0245 ***********************************************************************
 CX0245  DESIGNATION -  K 240
 CX0245  PID         -  CX0245
 CX0245  STATE/COUNTY-  NM/OTERO
 CX0245  USGS QUAD   -  FOSTER LAKE (1982)
 CX0245
 CX0245                         *CURRENT SURVEY CONTROL
 CX0245  ___________________________________________________________________
 CX0245* NAD 83(1986)-  32 42 23.     (N)    106 07 39.     (W)     SCALED    
 CX0245* NAVD 88     -      1261.016  (meters)    4137.18   (feet)  ADJUSTED  
 CX0245  ___________________________________________________________________
 CX0245  GEOID HEIGHT-         -23.02  (meters)                     GEOID03
 CX0245  DYNAMIC HT  -        1259.143 (meters)    4131.04  (feet)  COMP
 CX0245  MODELED GRAV-     979,110.1   (mgal)                       NAVD 88
 CX0245
 CX0245  VERT ORDER  -  SECOND    CLASS 0
 CX0245
 CX0245.The horizontal coordinates were scaled from a topographic map and have
 CX0245.an estimated accuracy of +/- 6 seconds.
 CX0245
 CX0245.The orthometric height was determined by differential leveling
 CX0245.and adjusted by the National Geodetic Survey in June 1991..
 CX0245
 CX0245.The geoid height was determined by GEOID03.
 CX0245
 CX0245.The dynamic height is computed by dividing the NAVD 88
 CX0245.geopotential number by the normal gravity value computed on the
 CX0245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0245.degrees latitude (g = 980.6199 gals.).
 CX0245
 CX0245.The modeled gravity was interpolated from observed gravity values.
 CX0245
 CX0245;                    North         East    Units  Estimated Accuracy
 CX0245;SPC NM C     -   189,200.      511,490.      MT  (+/- 180 meters Scaled)
 CX0245
 CX0245                          SUPERSEDED SURVEY CONTROL
 CX0245
 CX0245  NGVD 29 (??/??/92) 1260.401  (m)         4135.17   (f) ADJ UNCH    2 0
 CX0245
 CX0245.Superseded values are not recommended for survey control.
 CX0245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0245.See file dsdata.txt to determine how the superseded data were derived.
 CX0245
 CX0245_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS943193(NAD 83)
 CX0245_MARKER: DB = BENCH MARK DISK
 CX0245_SETTING: 80 = SET IN A BOULDER
 CX0245_STAMPING: K 240 1952
 CX0245_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX0245+STABILITY: SURFACE MOTION
 CX0245
 CX0245  HISTORY     - Date     Condition        Report By
 CX0245  HISTORY     - 1952     MONUMENTED       CGS
 CX0245
 CX0245                          STATION DESCRIPTION
 CX0245
 CX0245'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CX0245'19.5 MI SW FROM ALAMOGORDO.
 CX0245'12.9 MILES SOUTHWEST ALONG U.S. HIGHWAY 70 FROM THE POST OFFICE AT
 CX0245'ALAMOGORDO, THENCE 6.6 MILES SOUTH ALONG A GRAVELED ROAD.  145 FEET
 CX0245'SOUTHWEST OF THE CENTER LINE OF THE ROAD, 5 FEET BELOW THE LEVEL OF
 CX0245'THE ROAD, SET IN THE TOP OF THE CENTER OF A 5X6 FOOT BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0799 ***********************************************************************
 CX0799  DESIGNATION -  K 241
 CX0799  PID         -  CX0799
 CX0799  STATE/COUNTY-  NM/DONA ANA
 CX0799  USGS QUAD   -  HEMBRILLO CANYON (1981)
 CX0799
 CX0799                         *CURRENT SURVEY CONTROL
 CX0799  ___________________________________________________________________
 CX0799* NAD 83(1986)-  32 58 58.     (N)    106 30 54.     (W)     SCALED    
 CX0799* NAVD 88     -      1195.069  (meters)    3920.82   (feet)  ADJUSTED  
 CX0799  ___________________________________________________________________
 CX0799  GEOID HEIGHT-         -23.05  (meters)                     GEOID03
 CX0799  DYNAMIC HT  -        1193.350 (meters)    3915.18  (feet)  COMP
 CX0799  MODELED GRAV-     979,159.4   (mgal)                       NAVD 88
 CX0799
 CX0799  VERT ORDER  -  SECOND    CLASS 0
 CX0799
 CX0799.The horizontal coordinates were scaled from a topographic map and have
 CX0799.an estimated accuracy of +/- 6 seconds.
 CX0799
 CX0799.The orthometric height was determined by differential leveling
 CX0799.and adjusted by the National Geodetic Survey in June 1991..
 CX0799
 CX0799.The geoid height was determined by GEOID03.
 CX0799
 CX0799.The dynamic height is computed by dividing the NAVD 88
 CX0799.geopotential number by the normal gravity value computed on the
 CX0799.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0799.degrees latitude (g = 980.6199 gals.).
 CX0799
 CX0799.The modeled gravity was interpolated from observed gravity values.
 CX0799
 CX0799;                    North         East    Units  Estimated Accuracy
 CX0799;SPC NM C     -   219,870.      475,230.      MT  (+/- 180 meters Scaled)
 CX0799
 CX0799                          SUPERSEDED SURVEY CONTROL
 CX0799
 CX0799  NGVD 29 (??/??/92) 1194.479  (m)         3918.89   (f) ADJ UNCH    2 0
 CX0799
 CX0799.Superseded values are not recommended for survey control.
 CX0799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0799.See file dsdata.txt to determine how the superseded data were derived.
 CX0799
 CX0799_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS584503(NAD 83)
 CX0799_MARKER: DB = BENCH MARK DISK
 CX0799_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX0799_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CX0799_STAMPING: K 241 1952
 CX0799_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX0799+STABILITY: SURFACE MOTION
 CX0799
 CX0799  HISTORY     - Date     Condition        Report By
 CX0799  HISTORY     - 1952     MONUMENTED       CGS
 CX0799
 CX0799                          STATION DESCRIPTION
 CX0799
 CX0799'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CX0799'41.3 MI SW FROM TULAROSA.
 CX0799'28.3 MILES WEST ALONG OLD STATE HIGHWAY 52 FROM THE SOUTHERN PACIFIC
 CX0799'RAILROAD STATION AT TULAROSA, THENCE 13.0 MILES SOUTH ALONG A TRACK
 CX0799'ROAD, 81 FEET EAST OF THE CENTER LINE OF THE ROAD, 3 FEET NORTH OF A
 CX0799'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.8
 CX0799'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0056 ***********************************************************************
 CX0056  DESIGNATION -  K 242
 CX0056  PID         -  CX0056
 CX0056  STATE/COUNTY-  NM/DONA ANA
 CX0056  USGS QUAD   -  LAKE LUCERO (1982)
 CX0056
 CX0056                         *CURRENT SURVEY CONTROL
 CX0056  ___________________________________________________________________
 CX0056* NAD 83(1986)-  32 41 18.     (N)    106 27 42.     (W)     SCALED    
 CX0056* NAVD 88     -      1213.526  (meters)    3981.38   (feet)  ADJUSTED  
 CX0056  ___________________________________________________________________
 CX0056  GEOID HEIGHT-         -23.19  (meters)                     GEOID03
 CX0056  DYNAMIC HT  -        1211.768 (meters)    3975.61  (feet)  COMP
 CX0056  MODELED GRAV-     979,147.6   (mgal)                       NAVD 88
 CX0056
 CX0056  VERT ORDER  -  SECOND    CLASS 0
 CX0056
 CX0056.The horizontal coordinates were scaled from a topographic map and have
 CX0056.an estimated accuracy of +/- 6 seconds.
 CX0056
 CX0056.The orthometric height was determined by differential leveling
 CX0056.and adjusted by the National Geodetic Survey in June 1991..
 CX0056
 CX0056.The geoid height was determined by GEOID03.
 CX0056
 CX0056.The dynamic height is computed by dividing the NAVD 88
 CX0056.geopotential number by the normal gravity value computed on the
 CX0056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0056.degrees latitude (g = 980.6199 gals.).
 CX0056
 CX0056.The modeled gravity was interpolated from observed gravity values.
 CX0056
 CX0056;                    North         East    Units  Estimated Accuracy
 CX0056;SPC NM C     -   187,210.      480,150.      MT  (+/- 180 meters Scaled)
 CX0056
 CX0056                          SUPERSEDED SURVEY CONTROL
 CX0056
 CX0056  NGVD 29 (??/??/92) 1212.956  (m)         3979.51   (f) ADJ UNCH    2 0
 CX0056
 CX0056.Superseded values are not recommended for survey control.
 CX0056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0056.See file dsdata.txt to determine how the superseded data were derived.
 CX0056
 CX0056_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS629176(NAD 83)
 CX0056_MARKER: DB = BENCH MARK DISK
 CX0056_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CX0056_SP_SET: MONUMENT
 CX0056_STAMPING: K242 1952
 CX0056_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX0056
 CX0056  HISTORY     - Date     Condition        Report By
 CX0056  HISTORY     - 1952     MONUMENTED       CGS
 CX0056  HISTORY     - 1968     GOOD             NGS
 CX0056
 CX0056                          STATION DESCRIPTION
 CX0056
 CX0056'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CX0056'22.3 MI N FROM WSMR HEADQUARTERS.
 CX0056'4.2 MILES NORTH ALONG MAIN ACCESS ROAD FROM WHITE SANDS MISSILE RANGE
 CX0056'HEADQUARTERS.  THENCE 4.6 MILES NORTHEAST ALONG U.S. HIGHWAY 70.
 CX0056'THENCE 16.0 MILES WEST AND NORTH ALONG WSMR ROUTE 7.  IT IS 69 FEET
 CX0056'EAST OF THE CENTERLINE OF WSMR ROUTE 7, 60 FEET EAST OF THE WEST EDGE
 CX0056'OF THE BAR-DITCH, 43 FEET WEST OF THE EAST EDGE OF THE BAR-DITCH, 3
 CX0056'FEET SOUTH OF A 4X4 WOODEN WITNESS POST, SET IN THE TOP OF A CONCRETE
 CX0056'MONUMENT, 12 INCHES IN DIAMETER, THAT PROJECTS ABOUT 0.3 FOOT ABOVE
 CX0056'THE SURFACE OF THE GROUND AND ABOUT 3 FEET LOWER THAN WSMR ROUTE 7.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0539 ***********************************************************************
 CX0539  DESIGNATION -  K 243
 CX0539  PID         -  CX0539
 CX0539  STATE/COUNTY-  NM/DONA ANA
 CX0539  USGS QUAD   -  WHITE SANDS (1955)
 CX0539
 CX0539                         *CURRENT SURVEY CONTROL
 CX0539  ___________________________________________________________________
 CX0539* NAD 83(1986)-  32 24 55.     (N)    106 25 22.     (W)     SCALED    
 CX0539* NAVD 88     -      1204.602  (meters)    3952.10   (feet)  ADJUSTED  
 CX0539  ___________________________________________________________________
 CX0539  GEOID HEIGHT-         -23.69  (meters)                     GEOID03
 CX0539  DYNAMIC HT  -        1202.795 (meters)    3946.17  (feet)  COMP
 CX0539  MODELED GRAV-     979,098.1   (mgal)                       NAVD 88
 CX0539
 CX0539  VERT ORDER  -  FIRST     CLASS I
 CX0539
 CX0539.The horizontal coordinates were scaled from a topographic map and have
 CX0539.an estimated accuracy of +/- 6 seconds.
 CX0539
 CX0539.The orthometric height was determined by differential leveling
 CX0539.and adjusted by the National Geodetic Survey in June 1991..
 CX0539
 CX0539.The geoid height was determined by GEOID03.
 CX0539
 CX0539.The dynamic height is computed by dividing the NAVD 88
 CX0539.geopotential number by the normal gravity value computed on the
 CX0539.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0539.degrees latitude (g = 980.6199 gals.).
 CX0539
 CX0539.The modeled gravity was interpolated from observed gravity values.
 CX0539
 CX0539;                    North         East    Units  Estimated Accuracy
 CX0539;SPC NM C     -   156,930.      483,750.      MT  (+/- 180 meters Scaled)
 CX0539
 CX0539                          SUPERSEDED SURVEY CONTROL
 CX0539
 CX0539  NGVD 29 (??/??/92) 1203.961  (m)         3950.00   (f) ADJ UNCH    1 1
 CX0539
 CX0539.Superseded values are not recommended for survey control.
 CX0539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0539.See file dsdata.txt to determine how the superseded data were derived.
 CX0539
 CX0539_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR662873(NAD 83)
 CX0539_MARKER: DB = BENCH MARK DISK
 CX0539_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX0539_SP_SET: CONCRETE POST
 CX0539_STAMPING: K 243 1952
 CX0539_MARK LOGO: CGS   
 CX0539_PROJECTION: FLUSH
 CX0539_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX0539+STABILITY: SURFACE MOTION
 CX0539
 CX0539  HISTORY     - Date     Condition        Report By
 CX0539  HISTORY     - 1952     MONUMENTED       CGS
 CX0539  HISTORY     - 1986     GOOD             NGS
 CX0539
 CX0539                          STATION DESCRIPTION
 CX0539
 CX0539'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CX0539'44.2 MI SW FROM ALAMOGORDO.
 CX0539'41.2 MILES SOUTHWEST ALONG U.S. HIGHWAY 70 FROM THE POST OFFICE AT
 CX0539'ALAMOGORDO, THENCE 3.0 MILES SOUTH ALONG A TRACK ROAD, 62 FEET WEST OF
 CX0539'THE CENTER LINE OF THE ROAD, 3 FEET NORTH OF A WITNESS POST, SET IN
 CX0539'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.7 FOOT ABOVE THE GROUND.
 CX0539
 CX0539                          STATION RECOVERY (1986)
 CX0539
 CX0539'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 CX0539'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  3.2 KM
 CX0539'(2.0 MI) EAST-NORTHEAST OF THE INTERSECTION OF HEADQUARTERS AVENUE AND
 CX0539'NIKE AVENUE IN WHITE SANDS TO A FORK, THENCE 1.9 KM (1.2 MI) NORTHEAST
 CX0539'ON THE LEFT FORK TO A SIDE ROAD LEFT, THENCE 0.2 KM (0.1 MI) NORTH ON
 CX0539'A PAVED ROAD GOING TO DOG SITE TO A SIDE ROAD RIGHT, THENCE 0.5 KM
 CX0539'(0.3 MI) NORTHEAST TO THE BEGINNING OF A SECTION LINE ROAD, THENCE
 CX0539'1.4 KM (0.9 MI) NORTH ALONG THE SECTION LINE ROAD WHICH BECOMES A DIM
 CX0539'TRACK ROAD, THENCE 0.5 KM (0.3 MI) EAST CROSS COUNTRY TO THE MARK,
 CX0539'58.2 METERS (191 FT) WEST OF A DIM TRACK ROAD, 2.1 METERS (7 FT) WEST
 CX0539'OF A WITNESS POST AND 1.1 METERS (4 FT) NORTHEAST OF A WITNESS POST.
 CX0539'THE MARK IS 1.5 METERS  S FROM  A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0484 ***********************************************************************
 CX0484  DESIGNATION -  K 244
 CX0484  PID         -  CX0484
 CX0484  STATE/COUNTY-  NM/OTERO
 CX0484  USGS QUAD   -  ELEPHANT MOUNTAIN (1955)
 CX0484
 CX0484                         *CURRENT SURVEY CONTROL
 CX0484  ___________________________________________________________________
 CX0484* NAD 83(1986)-  32 24 19.     (N)    106 09 08.     (W)     SCALED    
 CX0484* NAVD 88     -      1279.460  (meters)    4197.69   (feet)  ADJUSTED  
 CX0484  ___________________________________________________________________
 CX0484  GEOID HEIGHT-         -23.18  (meters)                     GEOID03
 CX0484  DYNAMIC HT  -        1277.571 (meters)    4191.50  (feet)  COMP
 CX0484  MODELED GRAV-     979,118.0   (mgal)                       NAVD 88
 CX0484
 CX0484  VERT ORDER  -  SECOND    CLASS 0
 CX0484
 CX0484.The horizontal coordinates were scaled from a topographic map and have
 CX0484.an estimated accuracy of +/- 6 seconds.
 CX0484
 CX0484.The orthometric height was determined by differential leveling
 CX0484.and adjusted by the National Geodetic Survey in June 1991..
 CX0484
 CX0484.The geoid height was determined by GEOID03.
 CX0484
 CX0484.The dynamic height is computed by dividing the NAVD 88
 CX0484.geopotential number by the normal gravity value computed on the
 CX0484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0484.degrees latitude (g = 980.6199 gals.).
 CX0484
 CX0484.The modeled gravity was interpolated from observed gravity values.
 CX0484
 CX0484;                    North         East    Units  Estimated Accuracy
 CX0484;SPC NM C     -   155,810.      509,200.      MT  (+/- 180 meters Scaled)
 CX0484
 CX0484                          SUPERSEDED SURVEY CONTROL
 CX0484
 CX0484  NGVD 29 (??/??/92) 1278.880  (m)         4195.79   (f) ADJ UNCH    2 0
 CX0484
 CX0484.Superseded values are not recommended for survey control.
 CX0484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0484.See file dsdata.txt to determine how the superseded data were derived.
 CX0484
 CX0484_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR916859(NAD 83)
 CX0484_MARKER: DB = BENCH MARK DISK
 CX0484_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX0484_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CX0484_STAMPING: K 244 1952
 CX0484_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX0484+STABILITY: SURFACE MOTION
 CX0484
 CX0484  HISTORY     - Date     Condition        Report By
 CX0484  HISTORY     - 1952     MONUMENTED       CGS
 CX0484  HISTORY     - 1966     MARK NOT FOUND   NGS
 CX0484
 CX0484                          STATION DESCRIPTION
 CX0484
 CX0484'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CX0484'5.05 MI W FROM OROGRANDE.
 CX0484'0.6 MILE SOUTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 CX0484'STATION AT OROGRANDE, THENCE 4.45 MILES NORTHWEST ALONG AN OILED ROAD,
 CX0484'200 FEET NORTHWEST OF THE CENTER OF THE JUNCTION WITH AN OILED ROAD
 CX0484'LEADING SOUTHWEST, 106 FEET NORTH OF THE CENTER LINE OF THE ROAD, 37
 CX0484'FEET WEST OF A TELEPHONE POLE, IN LINE WITH A ROW OF POLES, 3 FEET
 CX0484'EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 CX0484'PROJECTS 0.9 FOOT ABOVE THE GROUND.
 CX0484
 CX0484                          STATION RECOVERY (1966)
 CX0484
 CX0484'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 CX0484'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0485 ***********************************************************************
 CX0485  DESIGNATION -  K 244 RESET
 CX0485  PID         -  CX0485
 CX0485  STATE/COUNTY-  NM/OTERO
 CX0485  USGS QUAD   -  ELEPHANT MOUNTAIN (1955)
 CX0485
 CX0485                         *CURRENT SURVEY CONTROL
 CX0485  ___________________________________________________________________
 CX0485* NAD 83(1986)-  32 24 19.     (N)    106 09 09.     (W)     SCALED    
 CX0485* NAVD 88     -      1278.78   (+/-2cm)    4195.5    (feet)  VERTCON   
 CX0485  ___________________________________________________________________
 CX0485  GEOID HEIGHT-         -23.18  (meters)                     GEOID03
 CX0485
 CX0485  VERT ORDER  -  THIRD (See Below)
 CX0485
 CX0485.The horizontal coordinates were scaled from a topographic map and have
 CX0485.an estimated accuracy of +/- 6 seconds.
 CX0485
 CX0485.The NAVD 88 height was computed by applying the VERTCON shift value to
 CX0485.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CX0485.The vertical order pertains to the NGVD 29 superseded value.
 CX0485
 CX0485.The geoid height was determined by GEOID03.
 CX0485
 CX0485;                    North         East    Units  Estimated Accuracy
 CX0485;SPC NM C     -   155,810.      509,170.      MT  (+/- 180 meters Scaled)
 CX0485
 CX0485                          SUPERSEDED SURVEY CONTROL
 CX0485
 CX0485  NGVD 29 (??/??/??) 1278.19   (m)         4193.5    (f) RESET       3  
 CX0485
 CX0485.Superseded values are not recommended for survey control.
 CX0485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0485.See file dsdata.txt to determine how the superseded data were derived.
 CX0485
 CX0485_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR916859(NAD 83)
 CX0485_MARKER: DB = BENCH MARK DISK
 CX0485_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX0485_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CX0485_STAMPING: K 244 RESET 1960
 CX0485_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX0485+STABILITY: SURFACE MOTION
 CX0485
 CX0485  HISTORY     - Date     Condition        Report By
 CX0485  HISTORY     - 1960     MONUMENTED       DOD
 CX0485
 CX0485                          STATION DESCRIPTION
 CX0485
 CX0485'DESCRIBED BY US DEPARTMENT OF DEFENSE 1960
 CX0485'5.1 MI NW FROM OROGRANDE.
 CX0485'THE MARK IS LOCATED 0.6 MILE SOUTHWEST ALONG THE SOUTHERN PACIFIC
 CX0485'RAILROAD, FROM THE STATION AT OROGRANDE, THENCE 4.5 MILES NORTHWEST
 CX0485'ALONG AN ASPHALT ROAD, 109 FEET NORTH OF THE CENTERLINE OF AN ASPHALT
 CX0485'ROAD, 93 FEET NORTHEAST OF A TELEPHONE, 68 FEET NORTHWEST OF A
 CX0485'TELEPHONE POLE, 3 FEET WEST OF A WHITE WOODEN WITNESS POST, AND SET IN
 CX0485'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0684 ***********************************************************************
 CX0684  DESIGNATION -  K 245
 CX0684  PID         -  CX0684
 CX0684  STATE/COUNTY-  NM/DONA ANA
 CX0684  USGS QUAD   -  SAN MIGUEL (1955)
 CX0684
 CX0684                         *CURRENT SURVEY CONTROL
 CX0684  ___________________________________________________________________
 CX0684* NAD 83(1986)-  32 08 57.     (N)    106 41 13.     (W)     SCALED    
 CX0684* NAVD 88     -      1168.696  (meters)    3834.30   (feet)  POSTED    
 CX0684  ___________________________________________________________________
 CX0684  GEOID HEIGHT-         -23.88  (meters)                     GEOID03
 CX0684  DYNAMIC HT  -        1166.980 (meters)    3828.67  (feet)  COMP
 CX0684  MODELED GRAV-     979,129.0   (mgal)                       NAVD 88
 CX0684
 CX0684  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 CX0684
 CX0684.The horizontal coordinates were scaled from a topographic map and have
 CX0684.an estimated accuracy of +/- 6 seconds.
 CX0684
 CX0684.The orthometric height was determined by differential leveling
 CX0684.and adjusted by the National Geodetic Survey in 1992..
 CX0684.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 CX0684.rate of 2.1 thru 3.0 mm/km.
 CX0684
 CX0684.The geoid height was determined by GEOID03.
 CX0684
 CX0684.The dynamic height is computed by dividing the NAVD 88
 CX0684.geopotential number by the normal gravity value computed on the
 CX0684.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0684.degrees latitude (g = 980.6199 gals.).
 CX0684
 CX0684.The modeled gravity was interpolated from observed gravity values.
 CX0684
 CX0684;                    North         East    Units  Estimated Accuracy
 CX0684;SPC NM C     -   127,490.      458,780.      MT  (+/- 180 meters Scaled)
 CX0684
 CX0684                          SUPERSEDED SURVEY CONTROL
 CX0684
 CX0684  NGVD 29 (??/??/92) 1168.167  (m)         3832.56   (f) ADJ UNCH    1 2
 CX0684
 CX0684.Superseded values are not recommended for survey control.
 CX0684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0684.See file dsdata.txt to determine how the superseded data were derived.
 CX0684
 CX0684_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR409582(NAD 83)
 CX0684_MARKER: DB = BENCH MARK DISK
 CX0684_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX0684_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CX0684_STAMPING: K 245 1952
 CX0684_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX0684+STABILITY: SURFACE MOTION
 CX0684
 CX0684  HISTORY     - Date     Condition        Report By
 CX0684  HISTORY     - 1952     MONUMENTED       CGS
 CX0684  HISTORY     - 1954     GOOD             NGS
 CX0684  HISTORY     - 1981     MARK NOT FOUND   NGS
 CX0684
 CX0684                          STATION DESCRIPTION
 CX0684
 CX0684'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CX0684'1.1 MI SE FROM MESQUITE.
 CX0684'1.1 MILES SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 CX0684'FROM THE STATION AT MESQUITE, 43.5 FEET NORTHEAST OF THE NORTHEAST
 CX0684'RAIL, 43 FEET SOUTHWEST OF THE CENTER LINE OF U.S. HIGHWAYS 80 AND 85,
 CX0684'5 FEET NORTHEAST OF MILEPOST 1125, 2 FEET NORTHEAST OF A FENCE, 2 FEET
 CX0684'SOUTHEAST OF A WITNESS POST.  SET IN THE TOP OF A CONCRETE POST WHICH
 CX0684'PROJECTS 0.5 FOOT ABOVE THE GROUND.UND.
 CX0684
 CX0684                          STATION RECOVERY (1954)
 CX0684
 CX0684'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 CX0684'RECOVERED IN GOOD CONDITION.
 CX0684
 CX0684                          STATION RECOVERY (1981)
 CX0684
 CX0684'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CX0684'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0652 ***********************************************************************
 CX0652  DESIGNATION -  K 246
 CX0652  PID         -  CX0652
 CX0652  STATE/COUNTY-  NM/DONA ANA
 CX0652  USGS QUAD   -  DONA ANA (1978)
 CX0652
 CX0652                         *CURRENT SURVEY CONTROL
 CX0652  ___________________________________________________________________
 CX0652* NAD 83(1986)-  32 23 01.     (N)    106 49 30.     (W)     SCALED    
 CX0652* NAVD 88     -      1194.983  (meters)    3920.54   (feet)  ADJUSTED  
 CX0652  ___________________________________________________________________
 CX0652  GEOID HEIGHT-         -23.89  (meters)                     GEOID03
 CX0652  DYNAMIC HT  -        1193.215 (meters)    3914.74  (feet)  COMP
 CX0652  MODELED GRAV-     979,118.2   (mgal)                       NAVD 88
 CX0652
 CX0652  VERT ORDER  -  FIRST     CLASS II
 CX0652
 CX0652.The horizontal coordinates were scaled from a topographic map and have
 CX0652.an estimated accuracy of +/- 6 seconds.
 CX0652
 CX0652.The orthometric height was determined by differential leveling
 CX0652.and adjusted by the National Geodetic Survey in June 1991..
 CX0652
 CX0652.The geoid height was determined by GEOID03.
 CX0652
 CX0652.The dynamic height is computed by dividing the NAVD 88
 CX0652.geopotential number by the normal gravity value computed on the
 CX0652.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0652.degrees latitude (g = 980.6199 gals.).
 CX0652
 CX0652.The modeled gravity was interpolated from observed gravity values.
 CX0652
 CX0652;                    North         East    Units  Estimated Accuracy
 CX0652;SPC NM C     -   153,550.      445,900.      MT  (+/- 180 meters Scaled)
 CX0652
 CX0652                          SUPERSEDED SURVEY CONTROL
 CX0652
 CX0652  NGVD 29 (??/??/92) 1194.423  (m)         3918.70   (f) ADJ UNCH    1 2
 CX0652
 CX0652.Superseded values are not recommended for survey control.
 CX0652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0652.See file dsdata.txt to determine how the superseded data were derived.
 CX0652
 CX0652_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR283844(NAD 83)
 CX0652_MARKER: DB = BENCH MARK DISK
 CX0652_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CX0652_SP_SET: CULVERT
 CX0652_STAMPING: K 246 1952
 CX0652_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX0652
 CX0652  HISTORY     - Date     Condition        Report By
 CX0652  HISTORY     - 1952     MONUMENTED       CGS
 CX0652  HISTORY     - 1974     MARK NOT FOUND   USGS
 CX0652  HISTORY     - 1981     MARK NOT FOUND   NGS
 CX0652
 CX0652                          STATION DESCRIPTION
 CX0652
 CX0652'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CX0652'IN DONA ANA.
 CX0652'AT DONA ANA, 272 FEET SOUTHEAST OF THE CENTER LINE OF AN OILED ROAD,
 CX0652'151 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE ATCHISON, TOPEKA AND
 CX0652'SANTA FE RR, 146 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE RR
 CX0652'STATION, SET IN THE TOP OF THE CENTER OF THE SOUTHWEST HEADWALL OF A
 CX0652'CONCRETE FLOOD CULVERT UNDER THE SOUTHWEST BANK OF AN IRRIGATION
 CX0652'DITCH.
 CX0652
 CX0652                          STATION RECOVERY (1974)
 CX0652
 CX0652'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 CX0652'MARK NOT FOUND.
 CX0652
 CX0652                          STATION RECOVERY (1981)
 CX0652
 CX0652'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CX0652'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0791 ***********************************************************************
 CX0791  DESIGNATION -  K 247
 CX0791  PID         -  CX0791
 CX0791  STATE/COUNTY-  NM/DONA ANA
 CX0791  USGS QUAD   -  SELDEN CANYON (1982)
 CX0791
 CX0791                         *CURRENT SURVEY CONTROL
 CX0791  ___________________________________________________________________
 CX0791* NAD 83(1986)-  32 33 05.     (N)    106 59 44.     (W)     SCALED    
 CX0791* NAVD 88     -      1217.231  (meters)    3993.53   (feet)  ADJUSTED  
 CX0791  ___________________________________________________________________
 CX0791  GEOID HEIGHT-         -23.80  (meters)                     GEOID03
 CX0791  DYNAMIC HT  -        1215.436 (meters)    3987.64  (feet)  COMP
 CX0791  MODELED GRAV-     979,121.8   (mgal)                       NAVD 88
 CX0791
 CX0791  VERT ORDER  -  FIRST     CLASS II
 CX0791
 CX0791.The horizontal coordinates were scaled from a topographic map and have
 CX0791.an estimated accuracy of +/- 6 seconds.
 CX0791
 CX0791.The orthometric height was determined by differential leveling
 CX0791.and adjusted by the National Geodetic Survey in June 1991..
 CX0791
 CX0791.The geoid height was determined by GEOID03.
 CX0791
 CX0791.The dynamic height is computed by dividing the NAVD 88
 CX0791.geopotential number by the normal gravity value computed on the
 CX0791.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0791.degrees latitude (g = 980.6199 gals.).
 CX0791
 CX0791.The modeled gravity was interpolated from observed gravity values.
 CX0791
 CX0791;                    North         East    Units  Estimated Accuracy
 CX0791;SPC NM C     -   172,250.      429,980.      MT  (+/- 180 meters Scaled)
 CX0791
 CX0791                          SUPERSEDED SURVEY CONTROL
 CX0791
 CX0791  NGVD 29 (??/??/92) 1216.653  (m)         3991.64   (f) ADJ UNCH    1 2
 CX0791
 CX0791.Superseded values are not recommended for survey control.
 CX0791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0791.See file dsdata.txt to determine how the superseded data were derived.
 CX0791
 CX0791_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS126033(NAD 83)
 CX0791_MARKER: DB = BENCH MARK DISK
 CX0791_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX0791_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CX0791_STAMPING: K 247 1952
 CX0791_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX0791+STABILITY: SURFACE MOTION
 CX0791
 CX0791  HISTORY     - Date     Condition        Report By
 CX0791  HISTORY     - 1952     MONUMENTED       CGS
 CX0791  HISTORY     - 1973     MARK NOT FOUND   USGS
 CX0791
 CX0791                          STATION DESCRIPTION
 CX0791
 CX0791'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CX0791'10.5 MI SE FROM RINCON.
 CX0791'10.5 MILES SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 CX0791'FROM THE STATION AT RINCON, 37.5 FEET EAST OF THE EAST RAIL, 11.5 FEET
 CX0791'SOUTH OF A TELEPHONE POLE, 3 POLES NORTH OF MILEPOST 1090, 9.5 FEET
 CX0791'WEST OF A FENCE, IN LINE WITH A ROW OF TELEPHONE POLES, 1.3 FEET SOUTH
 CX0791'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 CX0791'0.7 FOOT ABOVE THE GROUND.
 CX0791
 CX0791                          STATION RECOVERY (1973)
 CX0791
 CX0791'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 CX0791'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0134 ***********************************************************************
 CX0134  DESIGNATION -  K 248
 CX0134  PID         -  CX0134
 CX0134  STATE/COUNTY-  NM/OTERO
 CX0134  USGS QUAD   -  HOLLOMAN (1982)
 CX0134
 CX0134                         *CURRENT SURVEY CONTROL
 CX0134  ___________________________________________________________________
 CX0134* NAD 83(1986)-  32 50 13.     (N)    106 05 01.     (W)     SCALED    
 CX0134* NAVD 88     -      1240.815  (meters)    4070.91   (feet)  ADJUSTED  
 CX0134  ___________________________________________________________________
 CX0134  GEOID HEIGHT-         -22.77  (meters)                     GEOID03
 CX0134  DYNAMIC HT  -        1239.004 (meters)    4064.97  (feet)  COMP
 CX0134  MODELED GRAV-     979,135.4   (mgal)                       NAVD 88
 CX0134
 CX0134  VERT ORDER  -  SECOND    CLASS 0
 CX0134
 CX0134.The horizontal coordinates were scaled from a topographic map and have
 CX0134.an estimated accuracy of +/- 6 seconds.
 CX0134
 CX0134.The orthometric height was determined by differential leveling
 CX0134.and adjusted by the National Geodetic Survey in June 1991..
 CX0134
 CX0134.The geoid height was determined by GEOID03.
 CX0134
 CX0134.The dynamic height is computed by dividing the NAVD 88
 CX0134.geopotential number by the normal gravity value computed on the
 CX0134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0134.degrees latitude (g = 980.6199 gals.).
 CX0134
 CX0134.The modeled gravity was interpolated from observed gravity values.
 CX0134
 CX0134;                    North         East    Units  Estimated Accuracy
 CX0134;SPC NM C     -   203,680.      515,580.      MT  (+/- 180 meters Scaled)
 CX0134
 CX0134                          SUPERSEDED SURVEY CONTROL
 CX0134
 CX0134  NGVD 29 (??/??/92) 1240.221  (m)         4068.96   (f) ADJ UNCH    2 0
 CX0134
 CX0134.Superseded values are not recommended for survey control.
 CX0134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0134.See file dsdata.txt to determine how the superseded data were derived.
 CX0134
 CX0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS985337(NAD 83)
 CX0134_MARKER: DB = BENCH MARK DISK
 CX0134_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX0134_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CX0134_STAMPING: K 248 1952
 CX0134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX0134+STABILITY: SURFACE MOTION
 CX0134
 CX0134  HISTORY     - Date     Condition        Report By
 CX0134  HISTORY     - 1952     MONUMENTED       CGS
 CX0134
 CX0134                          STATION DESCRIPTION
 CX0134
 CX0134'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CX0134'9.65 MI SW FROM ALAMOGORDO.
 CX0134'8.5 MILES SOUTHWEST ALONG U.S. HIGHWAY 70 FROM THE SOUTHERN PACIFIC
 CX0134'RAILROAD STATION AT ALAMOGORDO, THENCE 0.6 MILE NORTHWEST ALONG FIRST
 CX0134'STREET, THENCE 0.55 MILE SOUTHWEST ALONG ARNOLD AVENUE.  AT HOLLOMAN
 CX0134'AIR BASE, 0.45 MILE SOUTHWEST OF THE CHAPEL, AT THE INTERSECTION OF
 CX0134'ARNOLD AVENUE AND WEST NEW MEXICO AVENUE, 350 FEET SOUTHEAST OF THE
 CX0134'GYMNASIUM, 112 FEET SOUTHWEST OF THE CENTER LINE OF ARNOLD AVENUE, 59
 CX0134'FEET NORTHWEST OF THE CENTER LINE OF WEST NEW MEXICO AVENUE, 6 FEET
 CX0134'NORTHWEST OF A POWER POLE, 5.7 FEET NORTHWEST OF WITNESS POST, SET IN
 CX0134'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0546 ***********************************************************************
 DR0546  DESIGNATION -  K 25
 DR0546  PID         -  DR0546
 DR0546  STATE/COUNTY-  NM/LINCOLN
 DR0546  USGS QUAD   -  TINNIE (1989)
 DR0546
 DR0546                         *CURRENT SURVEY CONTROL
 DR0546  ___________________________________________________________________
 DR0546* NAD 83(1986)-  33 22 12.     (N)    105 13 14.     (W)     SCALED    
 DR0546* NAVD 88     -      1570.197  (meters)    5151.55   (feet)  ADJUSTED  
 DR0546  ___________________________________________________________________
 DR0546  GEOID HEIGHT-         -21.04  (meters)                     GEOID03
 DR0546  DYNAMIC HT  -        1567.883 (meters)    5143.96  (feet)  COMP
 DR0546  MODELED GRAV-     979,108.4   (mgal)                       NAVD 88
 DR0546
 DR0546  VERT ORDER  -  FIRST     CLASS II
 DR0546
 DR0546.The horizontal coordinates were scaled from a topographic map and have
 DR0546.an estimated accuracy of +/- 6 seconds.
 DR0546
 DR0546.The orthometric height was determined by differential leveling
 DR0546.and adjusted by the National Geodetic Survey in June 1991..
 DR0546
 DR0546.The geoid height was determined by GEOID03.
 DR0546
 DR0546.The dynamic height is computed by dividing the NAVD 88
 DR0546.geopotential number by the normal gravity value computed on the
 DR0546.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0546.degrees latitude (g = 980.6199 gals.).
 DR0546
 DR0546.The modeled gravity was interpolated from observed gravity values.
 DR0546
 DR0546;                    North         East    Units  Estimated Accuracy
 DR0546;SPC NM C     -   263,260.      595,790.      MT  (+/- 180 meters Scaled)
 DR0546
 DR0546                          SUPERSEDED SURVEY CONTROL
 DR0546
 DR0546  NGVD 29 (??/??/92) 1569.527  (m)         5149.36   (f) ADJ UNCH    1 2
 DR0546
 DR0546.Superseded values are not recommended for survey control.
 DR0546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0546.See file dsdata.txt to determine how the superseded data were derived.
 DR0546
 DR0546_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDS794923(NAD 83)
 DR0546_MARKER: DB = BENCH MARK DISK
 DR0546_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR0546_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DR0546_STAMPING: 5149.356 K 25 1933
 DR0546_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR0546+STABILITY: SURFACE MOTION
 DR0546
 DR0546  HISTORY     - Date     Condition        Report By
 DR0546  HISTORY     - 1933     MONUMENTED       CGS
 DR0546  HISTORY     - 1939     GOOD             NGS
 DR0546
 DR0546                          STATION DESCRIPTION
 DR0546
 DR0546'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 DR0546'3.8 MI E FROM HONDO.
 DR0546'3.8 MILES EAST ALONG U.S. HIGHWAY 70 FROM THE GENERAL STORE AT HONDO,
 DR0546'LINCOLN COUNTY, AT TINNIE, ABOUT 150 FEET SOUTHWEST OF THE GENERAL
 DR0546'STORE AND POST OFFICE, 30 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 DR0546'AND AT THE RIGHT-OF-WAY FENCE CORNER WHERE THE RIGHT-OF-WAY FENCE JOGS
 DR0546'TO MAKE WAY FOR THE MARK.  A STANDARD DISK, STAMPED 5149.356 K 25 1933
 DR0546'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1042 ***********************************************************************
 CX1042  DESIGNATION -  K 250
 CX1042  PID         -  CX1042
 CX1042  STATE/COUNTY-  NM/LUNA
 CX1042  USGS QUAD   -  SPALDING (1964)
 CX1042
 CX1042                         *CURRENT SURVEY CONTROL
 CX1042  ___________________________________________________________________
 CX1042* NAD 83(1986)-  32 23 58.     (N)    107 54 45.     (W)     SCALED    
 CX1042* NAVD 88     -      1413.587  (meters)    4637.74   (feet)  ADJUSTED  
 CX1042  ___________________________________________________________________
 CX1042  GEOID HEIGHT-         -24.42  (meters)                     GEOID03
 CX1042  DYNAMIC HT  -        1411.430 (meters)    4630.67  (feet)  COMP
 CX1042  MODELED GRAV-     979,063.9   (mgal)                       NAVD 88
 CX1042
 CX1042  VERT ORDER  -  FIRST     CLASS II
 CX1042
 CX1042.The horizontal coordinates were scaled from a topographic map and have
 CX1042.an estimated accuracy of +/- 6 seconds.
 CX1042
 CX1042.The orthometric height was determined by differential leveling
 CX1042.and adjusted by the National Geodetic Survey in June 1991..
 CX1042
 CX1042.The geoid height was determined by GEOID03.
 CX1042
 CX1042.The dynamic height is computed by dividing the NAVD 88
 CX1042.geopotential number by the normal gravity value computed on the
 CX1042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX1042.degrees latitude (g = 980.6199 gals.).
 CX1042
 CX1042.The modeled gravity was interpolated from observed gravity values.
 CX1042
 CX1042;                    North         East    Units  Estimated Accuracy
 CX1042;SPC NM W     -   155,160.      822,550.      MT  (+/- 180 meters Scaled)
 CX1042
 CX1042                          SUPERSEDED SURVEY CONTROL
 CX1042
 CX1042  NGVD 29 (??/??/92) 1412.840  (m)         4635.29   (f) ADJ UNCH    1 2
 CX1042
 CX1042.Superseded values are not recommended for survey control.
 CX1042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1042.See file dsdata.txt to determine how the superseded data were derived.
 CX1042
 CX1042_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBR260884(NAD 83)
 CX1042_MARKER: DB = BENCH MARK DISK
 CX1042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX1042_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CX1042_STAMPING: K 250 1952
 CX1042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX1042+STABILITY: SURFACE MOTION
 CX1042
 CX1042  HISTORY     - Date     Condition        Report By
 CX1042  HISTORY     - 1952     MONUMENTED       CGS
 CX1042
 CX1042                          STATION DESCRIPTION
 CX1042
 CX1042'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CX1042'13.2 MI NW FROM DEMING.
 CX1042'13.2 MILES NORTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 CX1042'FROM THE STATION AT DEMING, AT A ROAD CROSSING, 61 FEET NORTHWEST OF
 CX1042'THE 7TH POLE NORTHWEST OF MILEPOST 12, 26 FEET SOUTH OF THE CENTER
 CX1042'LINE OF THE ROAD.  46 FEET NORTHEAST OF THE NORTHEAST RAIL, 3 FEET
 CX1042'WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 CX1042'PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0021 ***********************************************************************
 CY0021  DESIGNATION -  K 251
 CY0021  PID         -  CY0021
 CY0021  STATE/COUNTY-  NM/GRANT
 CY0021  USGS QUAD   -  WHITEWATER (1992)
 CY0021
 CY0021                         *CURRENT SURVEY CONTROL
 CY0021  ___________________________________________________________________
 CY0021* NAD 83(1986)-  32 37 29.     (N)    108 11 42.     (W)     SCALED    
 CY0021* NAVD 88     -      1605.648  (meters)    5267.86   (feet)  ADJUSTED  
 CY0021  ___________________________________________________________________
 CY0021  GEOID HEIGHT-         -24.18  (meters)                     GEOID03
 CY0021  DYNAMIC HT  -        1603.135 (meters)    5259.62  (feet)  COMP
 CY0021  MODELED GRAV-     979,016.9   (mgal)                       NAVD 88
 CY0021
 CY0021  VERT ORDER  -  FIRST     CLASS II
 CY0021
 CY0021.The horizontal coordinates were scaled from a topographic map and have
 CY0021.an estimated accuracy of +/- 6 seconds.
 CY0021
 CY0021.The orthometric height was determined by differential leveling
 CY0021.and adjusted by the National Geodetic Survey in June 1991..
 CY0021
 CY0021.The geoid height was determined by GEOID03.
 CY0021
 CY0021.The dynamic height is computed by dividing the NAVD 88
 CY0021.geopotential number by the normal gravity value computed on the
 CY0021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0021.degrees latitude (g = 980.6199 gals.).
 CY0021
 CY0021.The modeled gravity was interpolated from observed gravity values.
 CY0021
 CY0021;                    North         East    Units  Estimated Accuracy
 CY0021;SPC NM W     -   180,200.      796,060.      MT  (+/- 180 meters Scaled)
 CY0021
 CY0021                          SUPERSEDED SURVEY CONTROL
 CY0021
 CY0021  NGVD 29 (??/??/92) 1604.788  (m)         5265.04   (f) ADJ UNCH    1 2
 CY0021
 CY0021.Superseded values are not recommended for survey control.
 CY0021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0021.See file dsdata.txt to determine how the superseded data were derived.
 CY0021
 CY0021_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYB631131(NAD 83)
 CY0021_MARKER: DB = BENCH MARK DISK
 CY0021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0021_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0021_STAMPING: K 251 1952
 CY0021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0021+STABILITY: SURFACE MOTION
 CY0021
 CY0021  HISTORY     - Date     Condition        Report By
 CY0021  HISTORY     - 1952     MONUMENTED       CGS
 CY0021
 CY0021                          STATION DESCRIPTION
 CY0021
 CY0021'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CY0021'11.6 MI SE FROM SILVER CITY.
 CY0021'11.6 MILES SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 CY0021'FROM THE STATION AT SILVER CITY, 101.5 FEET NORTHEAST OF THE NORTHEAST
 CY0021'RAIL, 58 FEET NORTHEAST OF THE 1ST POLE NORTHWEST OF MILEPOST 35, 2.5
 CY0021'FEET NORTHEAST OF A FENCE, 2.4 FEET SOUTHEAST OF A WITNESS POST, SET
 CY0021'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE
 CY0021'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1055 ***********************************************************************
 CX1055  DESIGNATION -  K 253
 CX1055  PID         -  CX1055
 CX1055  STATE/COUNTY-  NM/LUNA
 CX1055  USGS QUAD   -  WILLIAMS RANCH (1972)
 CX1055
 CX1055                         *CURRENT SURVEY CONTROL
 CX1055  ___________________________________________________________________
 CX1055* NAD 83(1986)-  32 15 16.     (N)    107 57 20.     (W)     SCALED    
 CX1055* NAVD 88     -      1354.77   (+/-2cm)    4444.8    (feet)  VERTCON   
 CX1055  ___________________________________________________________________
 CX1055  GEOID HEIGHT-         -24.60  (meters)                     GEOID03
 CX1055
 CX1055  VERT ORDER  -  FIRST     CLASS II (See Below)
 CX1055
 CX1055.The horizontal coordinates were scaled from a topographic map and have
 CX1055.an estimated accuracy of +/- 6 seconds.
 CX1055
 CX1055.The NAVD 88 height was computed by applying the VERTCON shift value to
 CX1055.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CX1055.The vertical order pertains to the NGVD 29 superseded value.
 CX1055
 CX1055.The geoid height was determined by GEOID03.
 CX1055
 CX1055;                    North         East    Units  Estimated Accuracy
 CX1055;SPC NM W     -   139,090.      818,480.      MT  (+/- 180 meters Scaled)
 CX1055
 CX1055                          SUPERSEDED SURVEY CONTROL
 CX1055
 CX1055  NGVD 29 (??/??/92) 1354.080  (m)         4442.51   (f) ADJ UNCH    1 2
 CX1055
 CX1055.Superseded values are not recommended for survey control.
 CX1055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1055.See file dsdata.txt to determine how the superseded data were derived.
 CX1055
 CX1055_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBR215724(NAD 83)
 CX1055_MARKER: DB = BENCH MARK DISK
 CX1055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX1055_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CX1055_STAMPING: K 253 1952
 CX1055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX1055+STABILITY: SURFACE MOTION
 CX1055
 CX1055  HISTORY     - Date     Condition        Report By
 CX1055  HISTORY     - 1952     MONUMENTED       CGS
 CX1055
 CX1055                          STATION DESCRIPTION
 CX1055
 CX1055'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CX1055'12.1 MI W FROM DEMING.
 CX1055'11.5 MILES WEST ALONG U.S. HIGHWAYS 70 AND 80 FROM THE POST OFFICE AT
 CX1055'DEMING, THENCE 0.6 MILE NORTH ALONG A GRADED DIRT ROAD, AT THE CENTER
 CX1055'AUX. AIRPORT, 279 FEET NORTHEAST OF THE CENTER OF A STEEL GATE, AT THE
 CX1055'WEST END OF AN EAST AND WEST RUNWAY, 164 FEET SOUTH OF THE SOUTH EDGE
 CX1055'OF THE RUNWAY, 4.6 FEET SOUTH OF THE WIND SOCK, 2 FEET NORTH OF A
 CX1055'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5
 CX1055'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0109 ***********************************************************************
 DR0109  DESIGNATION -  K 254
 DR0109  PID         -  DR0109
 DR0109  STATE/COUNTY-  NM/CHAVES
 DR0109  USGS QUAD   -  DEXTER WEST (1975)
 DR0109
 DR0109                         *CURRENT SURVEY CONTROL
 DR0109  ___________________________________________________________________
 DR0109* NAD 83(1986)-  33 12 42.     (N)    104 22 58.     (W)     SCALED    
 DR0109* NAVD 88     -      1059.594  (meters)    3476.35   (feet)  POSTED    
 DR0109  ___________________________________________________________________
 DR0109  GEOID HEIGHT-         -23.24  (meters)                     GEOID03
 DR0109  DYNAMIC HT  -        1058.130 (meters)    3471.55  (feet)  COMP
 DR0109  MODELED GRAV-     979,224.4   (mgal)                       NAVD 88
 DR0109
 DR0109  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 DR0109
 DR0109.The horizontal coordinates were scaled from a topographic map and have
 DR0109.an estimated accuracy of +/- 6 seconds.
 DR0109
 DR0109.The orthometric height was determined by differential leveling
 DR0109.and adjusted by the National Geodetic Survey in 1992..
 DR0109.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 DR0109.rate of 3.1 thru 4.0 mm/km.
 DR0109
 DR0109.The geoid height was determined by GEOID03.
 DR0109
 DR0109.The dynamic height is computed by dividing the NAVD 88
 DR0109.geopotential number by the normal gravity value computed on the
 DR0109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0109.degrees latitude (g = 980.6199 gals.).
 DR0109
 DR0109.The modeled gravity was interpolated from observed gravity values.
 DR0109
 DR0109;                    North         East    Units  Estimated Accuracy
 DR0109;SPC NM E     -   245,230.      160,390.      MT  (+/- 180 meters Scaled)
 DR0109
 DR0109                          SUPERSEDED SURVEY CONTROL
 DR0109
 DR0109  NGVD 29 (??/??/92) 1059.041  (m)         3474.54   (f) ADJ UNCH    1 2
 DR0109
 DR0109.Superseded values are not recommended for survey control.
 DR0109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0109.See file dsdata.txt to determine how the superseded data were derived.
 DR0109
 DR0109_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES575749(NAD 83)
 DR0109_MARKER: DB = BENCH MARK DISK
 DR0109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR0109_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DR0109_STAMPING: K 254 1957
 DR0109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR0109+STABILITY: SURFACE MOTION
 DR0109
 DR0109  HISTORY     - Date     Condition        Report By
 DR0109  HISTORY     - 1957     MONUMENTED       CGS
 DR0109  HISTORY     - 1982     MARK NOT FOUND   NGS
 DR0109
 DR0109                          STATION DESCRIPTION
 DR0109
 DR0109'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 DR0109'1.3 MI NW FROM DEXTER.
 DR0109'ABOUT 1.3 MILES NORTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 DR0109'RAILWAY FROM THE STATION AT DEXTER, 37 FEET SOUTHWEST OF MILEPOST 123,
 DR0109'46 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 102 FEET NORTHWEST OF A POWER
 DR0109'POLE, 1 FOOT NORTHEAST OF A FENCE, 2 FEET NORTHWEST OF A WHITE WOODEN
 DR0109'WITNESS POST, ABOUT LEVEL WITH THE TRACK, AND IN THE TOP OF A CONCRETE
 DR0109'POST PROJECTING 4 INCHES.
 DR0109
 DR0109                          STATION RECOVERY (1982)
 DR0109
 DR0109'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 DR0109'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0044 ***********************************************************************
 CW0044  DESIGNATION -  K 255
 CW0044  PID         -  CW0044
 CW0044  STATE/COUNTY-  NM/EDDY
 CW0044  USGS QUAD   -  ARTESIA (1975)
 CW0044
 CW0044                         *CURRENT SURVEY CONTROL
 CW0044  ___________________________________________________________________
 CW0044* NAD 83(1986)-  32 48 46.     (N)    104 23 37.     (W)     SCALED    
 CW0044* NAVD 88     -      1028.521  (meters)    3374.41   (feet)  POSTED    
 CW0044  ___________________________________________________________________
 CW0044  GEOID HEIGHT-         -23.17  (meters)                     GEOID03
 CW0044  DYNAMIC HT  -        1027.100 (meters)    3369.74  (feet)  COMP
 CW0044  MODELED GRAV-     979,217.4   (mgal)                       NAVD 88
 CW0044
 CW0044  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 CW0044
 CW0044.The horizontal coordinates were scaled from a topographic map and have
 CW0044.an estimated accuracy of +/- 6 seconds.
 CW0044
 CW0044.The orthometric height was determined by differential leveling
 CW0044.and adjusted by the National Geodetic Survey in 1992..
 CW0044.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 CW0044.rate of 1.1 thru 2.0 mm/km.
 CW0044
 CW0044.The geoid height was determined by GEOID03.
 CW0044
 CW0044.The dynamic height is computed by dividing the NAVD 88
 CW0044.geopotential number by the normal gravity value computed on the
 CW0044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0044.degrees latitude (g = 980.6199 gals.).
 CW0044
 CW0044.The modeled gravity was interpolated from observed gravity values.
 CW0044
 CW0044;                    North         East    Units  Estimated Accuracy
 CW0044;SPC NM E     -   200,990.      159,360.      MT  (+/- 180 meters Scaled)
 CW0044
 CW0044                          SUPERSEDED SURVEY CONTROL
 CW0044
 CW0044  NGVD 29 (??/??/92) 1028.057  (m)         3372.88   (f) ADJ UNCH    1 2
 CW0044
 CW0044.Superseded values are not recommended for survey control.
 CW0044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0044.See file dsdata.txt to determine how the superseded data were derived.
 CW0044
 CW0044_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES567306(NAD 83)
 CW0044_MARKER: DB = BENCH MARK DISK
 CW0044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CW0044_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CW0044_STAMPING: K 255 1957
 CW0044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CW0044+STABILITY: SURFACE MOTION
 CW0044
 CW0044  HISTORY     - Date     Condition        Report By
 CW0044  HISTORY     - 1957     MONUMENTED       CGS
 CW0044  HISTORY     - 1982     MARK NOT FOUND   NGS
 CW0044
 CW0044                          STATION DESCRIPTION
 CW0044
 CW0044'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 CW0044'2.1 MI S FROM ARTESIA.
 CW0044'ABOUT 2.1 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 CW0044'FROM THE STATION AT ARTESIA, 107 FEET EAST OF AND ACROSS THE TRACK
 CW0044'FROM MILEPOST 152, 93 FEET EAST OF THE EAST RAIL, 9 FEET SOUTH OF A
 CW0044'TELEPHONE POLE, 1 FOOT WEST OF A FENCE LINE, 2 FEET NORTH OF A WHITE
 CW0044'WOODEN WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK, AND IN
 CW0044'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 CW0044
 CW0044                          STATION RECOVERY (1982)
 CW0044
 CW0044'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CW0044'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0130 ***********************************************************************
 CW0130  DESIGNATION -  K 256
 CW0130  PID         -  CW0130
 CW0130  STATE/COUNTY-  NM/EDDY
 CW0130  USGS QUAD   -  CARLSBAD EAST (1985)
 CW0130
 CW0130                         *CURRENT SURVEY CONTROL
 CW0130  ___________________________________________________________________
 CW0130* NAD 83(1986)-  32 26 46.     (N)    104 13 28.     (W)     SCALED    
 CW0130* NAVD 88     -       949.667  (meters)    3115.70   (feet)  POSTED    
 CW0130  ___________________________________________________________________
 CW0130  GEOID HEIGHT-         -24.16  (meters)                     GEOID03
 CW0130  DYNAMIC HT  -         948.320 (meters)    3111.28  (feet)  COMP
 CW0130  MODELED GRAV-     979,189.4   (mgal)                       NAVD 88
 CW0130
 CW0130  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 CW0130
 CW0130.The horizontal coordinates were scaled from a topographic map and have
 CW0130.an estimated accuracy of +/- 6 seconds.
 CW0130
 CW0130.The orthometric height was determined by differential leveling
 CW0130.and adjusted by the National Geodetic Survey in 1992..
 CW0130.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 CW0130.rate of 0.0 thru 1.0 mm/km.
 CW0130
 CW0130.The geoid height was determined by GEOID03.
 CW0130
 CW0130.The dynamic height is computed by dividing the NAVD 88
 CW0130.geopotential number by the normal gravity value computed on the
 CW0130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0130.degrees latitude (g = 980.6199 gals.).
 CW0130
 CW0130.The modeled gravity was interpolated from observed gravity values.
 CW0130
 CW0130;                    North         East    Units  Estimated Accuracy
 CW0130;SPC NM E     -   160,340.      175,240.      MT  (+/- 180 meters Scaled)
 CW0130
 CW0130                          SUPERSEDED SURVEY CONTROL
 CW0130
 CW0130  NGVD 29 (??/??/92)  949.189  (m)         3114.13   (f) ADJ UNCH    1 1
 CW0130
 CW0130.Superseded values are not recommended for survey control.
 CW0130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0130.See file dsdata.txt to determine how the superseded data were derived.
 CW0130
 CW0130_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SER728901(NAD 83)
 CW0130_MARKER: DB = BENCH MARK DISK
 CW0130_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CW0130_SP_SET: 19 FT
 CW0130_STAMPING: K 256 1957
 CW0130_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CW0130
 CW0130  HISTORY     - Date     Condition        Report By
 CW0130  HISTORY     - 1957     MONUMENTED       CGS
 CW0130  HISTORY     - 1977     GOOD             NGS
 CW0130
 CW0130                          STATION DESCRIPTION
 CW0130
 CW0130'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 CW0130'1.9 MI N FROM CARLSBAD.
 CW0130'ABOUT 1.9 MILES NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 CW0130'FROM THE STATION AT CARLSBAD, 100 FEET SOUTHEAST OF AND ACROSS THE
 CW0130'TRACK FROM THE 2ND POLE SOUTH OF MILEPOST 181, 57 1/2 FEET EAST OF THE
 CW0130'EAST RAIL, 69 FEET SOUTHEAST OF THE CENTER OF A ROAD CROSSING, 30 1/2
 CW0130'FEET SOUTH OF THE CENTER LINE OF A ROAD, 15 1/2 FEET EAST OF THE EAST
 CW0130'RIGHT OF WAY FENCE, 8 FEET WEST OF A POWER POLE, ABOUT 1 1/2 FEET
 CW0130'BELOW THE LEVEL OF THE TRACK, AND ON THE TOP OF A 5/8-INCH COPPER
 CW0130'COATED ROD WHICH IS DRIVEN TO A DEPTH OF 19 FEET AND IS ENCASED IN A 6
 CW0130'INCH TILE PROJECTING 6 INCHES.
 CW0130
 CW0130                          STATION RECOVERY (1977)
 CW0130
 CW0130'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CW0130'1.9 MILES NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 CW0130'THE STATION, AT THE CROSSING OF EAST PEACH LANE, 100 FT. SOUTHEAST
 CW0130'OF AND ACROSS THE TRACK AND LANE FROM THE 2ND TELEPHONE POLE SOUTH
 CW0130'OF MILEPOST 181, 57.5 FT EAST OF THE EAST RAIL, 30.5 FT. SOUTH OF
 CW0130'THE CENTER LINE OF THE LANE, 15.5 FT. EAST OF THE NORTHWEST CORNER
 CW0130'POST OF A MESH WIRE FENCE, 8 FT. WEST OF 2ND POWER LINE EAST OF THE
 CW0130'TRACK, 10.5 FT. EAST OF A GUY WIRE ANCHOR, 7.5 FT. NORTH OF THE
 CW0130'FENCE, NOTE- THE DISK IS BENT SLIGHTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0023 ***********************************************************************
 CW0023  DESIGNATION -  K 257
 CW0023  PID         -  CW0023
 CW0023  STATE/COUNTY-  NM/EDDY
 CW0023  USGS QUAD   -  ARTESIA (1975)
 CW0023
 CW0023                         *CURRENT SURVEY CONTROL
 CW0023  ___________________________________________________________________
 CW0023* NAD 83(1992)-  32 51 00.13400(N)    104 27 33.29537(W)     ADJUSTED  
 CW0023* NAVD 88     -      1066.843  (meters)    3500.13   (feet)  ADJUSTED  
 CW0023  ___________________________________________________________________
 CW0023  X           -  -1,339,442.152 (meters)                     COMP
 CW0023  Y           -  -5,194,476.914 (meters)                     COMP
 CW0023  Z           -   3,440,564.767 (meters)                     COMP
 CW0023  LAPLACE CORR-          -1.83  (seconds)                    DEFLEC99
 CW0023  ELLIP HEIGHT-        1043.76  (meters)          (06/27/01) GPS OBS
 CW0023  GEOID HEIGHT-         -23.09  (meters)                     GEOID03
 CW0023  DYNAMIC HT  -        1065.360 (meters)    3495.27  (feet)  COMP
 CW0023  MODELED GRAV-     979,211.8   (mgal)                       NAVD 88
 CW0023
 CW0023  HORZ ORDER  -  FIRST
 CW0023  VERT ORDER  -  FIRST     CLASS II
 CW0023  ELLP ORDER  -  FOURTH    CLASS II
 CW0023
 CW0023.The horizontal coordinates were established by GPS observations
 CW0023.and adjusted by the National Geodetic Survey in March 1997..
 CW0023
 CW0023.The orthometric height was determined by differential leveling
 CW0023.and adjusted by the National Geodetic Survey in June 1991..
 CW0023
 CW0023.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CW0023
 CW0023.The Laplace correction was computed from DEFLEC99 derived deflections.
 CW0023
 CW0023.The ellipsoidal height was determined by GPS observations
 CW0023.and is referenced to NAD 83.
 CW0023
 CW0023.The geoid height was determined by GEOID03.
 CW0023
 CW0023.The dynamic height is computed by dividing the NAVD 88
 CW0023.geopotential number by the normal gravity value computed on the
 CW0023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0023.degrees latitude (g = 980.6199 gals.).
 CW0023
 CW0023.The modeled gravity was interpolated from observed gravity values.
 CW0023
 CW0023;                    North         East     Units Scale Factor Converg.
 CW0023;SPC NM E     -   205,130.755   153,214.004   MT  0.99991080   -0 04 05.9
 CW0023;SPC NM E     -   672,999.82    502,669.61   sFT  0.99991080   -0 04 05.9
 CW0023;UTM  13      - 3,634,791.783   550,600.326   MT  0.99963157   +0 17 36.0
 CW0023
 CW0023!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CW0023!SPC NM E     -   0.99983615  x   0.99991080  =   0.99974697
 CW0023!UTM  13      -   0.99983615  x   0.99963157  =   0.99946778
 CW0023
 CW0023:                Primary Azimuth Mark                     Grid Az
 CW0023:SPC NM E     -  ARTPORT                                  295 51 32.4
 CW0023:UTM  13      -  ARTPORT                                  295 29 50.5
 CW0023
 CW0023|---------------------------------------------------------------------|
 CW0023| PID    Reference Object                     Distance      Geod. Az  |
 CW0023|                                                           dddmmss.s |
 CW0023| CW0957 ARTPORT                             440.251 METERS 2954726.5 |
 CW0023|---------------------------------------------------------------------|
 CW0023
 CW0023                          SUPERSEDED SURVEY CONTROL
 CW0023
 CW0023  ELLIP H (03/20/97) 1043.77   (m)                       GP(       ) 3 1
 CW0023  ELLIP H (12/21/93) 1043.81   (m)                       GP(       ) 4 1
 CW0023  NAD 83(1992)-  32 51 00.13338(N)    104 27 33.29592(W) AD(       ) 2
 CW0023  ELLIP H (05/26/92) 1043.81   (m)                       GP(       ) 4 1
 CW0023  NAD 83(1986)-  32 51 00.13875(N)    104 27 33.29581(W) AD(       ) 1
 CW0023  NAD 27      -  32 50 59.77925(N)    104 27 31.47787(W) AD(       ) 1
 CW0023  NAVD 88 (05/26/92) 1066.84   (m)         3500.1    (f) LEVELING    3  
 CW0023  NGVD 29 (??/??/92) 1066.374  (m)         3498.60   (f) ADJ UNCH    1 2
 CW0023
 CW0023.Superseded values are not recommended for survey control.
 CW0023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0023.See file dsdata.txt to determine how the superseded data were derived.
 CW0023
 CW0023_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES5060034792(NAD 83)
 CW0023_MARKER: DB = BENCH MARK DISK
 CW0023_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CW0023_SP_SET: CONCRETE HEADWALL
 CW0023_STAMPING: K 257 1957
 CW0023_MARK LOGO: CGS   
 CW0023_MAGNETIC: N = NO MAGNETIC MATERIAL
 CW0023_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CW0023_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CW0023+SATELLITE: SATELLITE OBSERVATIONS - 1988
 CW0023
 CW0023  HISTORY     - Date     Condition        Report By
 CW0023  HISTORY     - 1957     MONUMENTED       CGS
 CW0023  HISTORY     - 1988     GOOD             NGS
 CW0023  HISTORY     - 19960609 GOOD             CHANCE
 CW0023
 CW0023                          STATION DESCRIPTION
 CW0023
 CW0023'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 CW0023'4.15 MI W FROM ARTESIA.
 CW0023'ABOUT 0.05 MILE SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 CW0023'FROM THE STATION AT ARTESIA, THENCE 3.5 MILES WEST ALONG STATE HIGHWAY
 CW0023'83, THENCE 0.6 MILE NORTHWEST ALONG THE ACCESS ROAD TO THE ARTESIA
 CW0023'MUNICIPAL AIRPORT, 0.25 MILE SOUTHEAST OF THE ADMINISTRATION BUILDING,
 CW0023'IN THE TOP OF THE NORTHWEST END OF THE NORTHEAST HEAD WALL OF A
 CW0023'36-INCH TUBE CULVERT, 45 FEET NORTHEAST OF THE CENTER LINE OF THE
 CW0023'ROAD, AND ABOUT 1 FOOT BELOW THE LEVEL OF THE ROAD.
 CW0023
 CW0023                          STATION RECOVERY (1988)
 CW0023
 CW0023'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 (MRM)
 CW0023'THE STATION WAS RECOVERED AT THIS DATE.
 CW0023'
 CW0023'THE STATION IS LOCATED ABOUT 5.0 KM (3.1 MI)
 CW0023'WEST-NORTHWEST OF ARTESIA, ALONG THE ENTRANCE ROAD TO THE
 CW0023'ARTESIA MUNICIPAL AIRPORT, ON THE RIGHT-OF-WAY, IN THE TOP OF A
 CW0023'CONCRETE CULVERT HEADWALL, IN WEST CENTRAL SECTION 11, T 17 S, R 25
 CW0023'E.
 CW0023'OWNERSHIP--STATE HIGHWAY COMMISSION.
 CW0023'
 CW0023'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 82 AND 285
 CW0023'IN ARTESIA, GO WEST FOR 3.1 KM (1.9 MI) ON HIGHWAY 82 TO SOUTH 26TH
 CW0023'STREET (HIGHWAY NARROWS).  CONTINUE AHEAD AND GO WEST FOR 2.4 KM
 CW0023'(1.5 MI) TO A PAVED ROAD RIGHT.
 CW0023'TURN RIGHT AND GO NORTH FOR 1.0 KM (0.6 MI) ON AIRPORT ROAD TO THE
 CW0023'STATION ON THE RIGHT.
 CW0023'
 CW0023'THE STATION IS A STANDARD CGS BENCH MARK DISK
 CW0023'STAMPED---K 257 1957---,
 CW0023'SET INTO A DRILL HOLE IN THE TOP OF THE NORTHWEST END OF THE
 CW0023'NORTHEAST CULVERT HEADWALL.  LOCATED
 CW0023'13.8 METERS (45.3 FT) NORTHEAST FROM THE APPROXIMATE CENTER OF THE
 CW0023'ROAD,
 CW0023'0.5 METERS (1.6 FT) SOUTHEAST FROM A CARSONITE WITNESS POST AND
 CW0023'0.15 METERS (0.5 FT) SOUTHEAST FROM THE NORTHEAST END OF THE
 CW0023'HEADWALL.
 CW0023'
 CW0023'NEW MEXICO FAA - FEBRUARY, 1988.
 CW0023'
 CW0023'THIS STATION SUITABLE FOR GPS SURVEYS.
 CW0023'
 CW0023'DESCRIBED BY G.R. HEID.
 CW0023
 CW0023                          STATION RECOVERY (1996)
 CW0023
 CW0023'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (MH)
 CW0023'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0145 ***********************************************************************
 CW0145  DESIGNATION -  K 258
 CW0145  PID         -  CW0145
 CW0145  STATE/COUNTY-  NM/EDDY
 CW0145  USGS QUAD   -  CARLSBAD EAST (1985)
 CW0145
 CW0145                         *CURRENT SURVEY CONTROL
 CW0145  ___________________________________________________________________
 CW0145* NAD 83(1986)-  32 22 49.     (N)    104 12 18.     (W)     SCALED    
 CW0145* NAVD 88     -       952.742  (meters)    3125.79   (feet)  ADJUSTED  
 CW0145  ___________________________________________________________________
 CW0145  GEOID HEIGHT-         -24.41  (meters)                     GEOID03
 CW0145  DYNAMIC HT  -         951.384 (meters)    3121.33  (feet)  COMP
 CW0145  MODELED GRAV-     979,181.2   (mgal)                       NAVD 88
 CW0145
 CW0145  VERT ORDER  -  FIRST     CLASS I
 CW0145
 CW0145.The horizontal coordinates were scaled from a topographic map and have
 CW0145.an estimated accuracy of +/- 6 seconds.
 CW0145
 CW0145.The orthometric height was determined by differential leveling
 CW0145.and adjusted by the National Geodetic Survey in June 1991..
 CW0145
 CW0145.The geoid height was determined by GEOID03.
 CW0145
 CW0145.The dynamic height is computed by dividing the NAVD 88
 CW0145.geopotential number by the normal gravity value computed on the
 CW0145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0145.degrees latitude (g = 980.6199 gals.).
 CW0145
 CW0145.The modeled gravity was interpolated from observed gravity values.
 CW0145
 CW0145;                    North         East    Units  Estimated Accuracy
 CW0145;SPC NM E     -   153,040.      177,080.      MT  (+/- 180 meters Scaled)
 CW0145
 CW0145                          SUPERSEDED SURVEY CONTROL
 CW0145
 CW0145  NGVD 29 (??/??/92)  952.258  (m)         3124.20   (f) ADJ UNCH    1 1
 CW0145
 CW0145.Superseded values are not recommended for survey control.
 CW0145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0145.See file dsdata.txt to determine how the superseded data were derived.
 CW0145
 CW0145_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SER747828(NAD 83)
 CW0145_MARKER: DB = BENCH MARK DISK
 CW0145_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CW0145_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CW0145_STAMPING: K 258 1957
 CW0145_PROJECTION: PROJECTING 5 CENTIMETERS
 CW0145_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CW0145+STABILITY: SURFACE MOTION
 CW0145
 CW0145  HISTORY     - Date     Condition        Report By
 CW0145  HISTORY     - 1957     MONUMENTED       CGS
 CW0145  HISTORY     - 1977     GOOD             NGS
 CW0145  HISTORY     - 1981     GOOD             NGS
 CW0145
 CW0145                          STATION DESCRIPTION
 CW0145
 CW0145'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 CW0145'3.0 MI SE FROM CARLSBAD.
 CW0145'ABOUT 3.0 MILES SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 CW0145'RAILWAY FROM THE STATION AT CARLSBAD, 38 FEET NORTHEAST OF AND ACROSS
 CW0145'THE TRACK FROM MILEPOST 186, 24 FEET NORTHEAST OF THE NORTHEAST RAIL,
 CW0145'4 FEET SOUTHWEST OF THE RIGHT OF WAY FENCE, 3 FEET NORTHWEST OF A
 CW0145'WHITE WOODEN WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACK,
 CW0145'AND IN THE TOP OF A CONCRETE POST PROJECTING 9 INCHES.
 CW0145
 CW0145                          STATION RECOVERY (1977)
 CW0145
 CW0145'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CW0145'RECOVERED IN GOOD CONDITION.
 CW0145
 CW0145                          STATION RECOVERY (1981)
 CW0145
 CW0145'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CW0145'1.6 KM (1.0 MI) SOUTHEAST ALONG U.S. HIGHWAY 285 FROM ITS SOUTH
 CW0145'JUNCTION WITH U.S. HIGHWAYS 62 AND 180 IN CARLSBAD, 0.6 KM (0.4 MI)
 CW0145'NORTHEAST OF MILE POST 30, 34.8 METERS (114.0 FT) NORTHEAST OF THE
 CW0145'CENTERLINE OF THE NORTH BOUND LANES OF THE HIGHWAY, 11.6 METERS,
 CW0145'(38.0 FT) NORTHEAST AND ACROSS THE ATCHISON, TOPEKA AND SANTA FE
 CW0145'RAILROAD FROM MILE POST 186, 7.3 METERS (24.0 FT) NORTHEAST OF THE
 CW0145'NEAR RAIL, AND 4.6 METERS (15.0 FT) EAST OF RAILROAD POST AND SIGN
 CW0145'NUMBER 20.
 CW0145'THE MARK IS 0.6 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0267 ***********************************************************************
 CW0267  DESIGNATION -  K 259
 CW0267  PID         -  CW0267
 CW0267  STATE/COUNTY-  NM/EDDY
 CW0267  USGS QUAD   -  GRAPEVINE DRAW (1978)
 CW0267
 CW0267                         *CURRENT SURVEY CONTROL
 CW0267  ___________________________________________________________________
 CW0267* NAD 83(1986)-  32 03 28.     (N)    104 30 25.     (W)     SCALED    
 CW0267* NAVD 88     -      1162.799  (meters)    3814.95   (feet)  ADJUSTED  
 CW0267  ___________________________________________________________________
 CW0267  GEOID HEIGHT-         -23.91  (meters)                     GEOID03
 CW0267  DYNAMIC HT  -        1161.056 (meters)    3809.23  (feet)  COMP
 CW0267  MODELED GRAV-     979,100.5   (mgal)                       NAVD 88
 CW0267
 CW0267  VERT ORDER  -  FIRST     CLASS I
 CW0267
 CW0267.The horizontal coordinates were scaled from a topographic map and have
 CW0267.an estimated accuracy of +/- 6 seconds.
 CW0267
 CW0267.The orthometric height was determined by differential leveling
 CW0267.and adjusted by the National Geodetic Survey in June 1991..
 CW0267
 CW0267.The geoid height was determined by GEOID03.
 CW0267
 CW0267.The dynamic height is computed by dividing the NAVD 88
 CW0267.geopotential number by the normal gravity value computed on the
 CW0267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0267.degrees latitude (g = 980.6199 gals.).
 CW0267
 CW0267.The modeled gravity was interpolated from observed gravity values.
 CW0267
 CW0267;                    North         East    Units  Estimated Accuracy
 CW0267;SPC NM E     -   117,290.      148,610.      MT  (+/- 180 meters Scaled)
 CW0267
 CW0267                          SUPERSEDED SURVEY CONTROL
 CW0267
 CW0267  NGVD 29 (??/??/92) 1162.252  (m)         3813.16   (f) ADJ UNCH    1 1
 CW0267
 CW0267.Superseded values are not recommended for survey control.
 CW0267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0267.See file dsdata.txt to determine how the superseded data were derived.
 CW0267
 CW0267_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SER465469(NAD 83)
 CW0267_MARKER: DB = BENCH MARK DISK
 CW0267_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CW0267_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CW0267_STAMPING: K 259 1958
 CW0267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CW0267+STABILITY: SURFACE MOTION
 CW0267
 CW0267  HISTORY     - Date     Condition        Report By
 CW0267  HISTORY     - 1958     MONUMENTED       CGS
 CW0267  HISTORY     - 1977     GOOD             NGS
 CW0267
 CW0267                          STATION DESCRIPTION
 CW0267
 CW0267'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CW0267'12.6 MI SW FROM WHITES CITY.
 CW0267'ABOUT 0.1 MILE SOUTHEAST ALONG STATE HIGHWAY 7 FROM THE POST OFFICE AT
 CW0267'WHITES CITY, THENCE 2.1 MILES SOUTHWEST ALONG U. S. HIGHWAYS 62 AND
 CW0267'180, THENCE 3.8 MILES SOUTHWEST ALONG OLD HIGHWAY 62, THENCE ABOUT 1.0
 CW0267'MILE SOUTHWEST ALONG THE BOTTOM OF A CANYON DRAW TO THE WASHINGTON
 CW0267'CAMP, THENCE 5.6 MILES SOUTHWEST ALONG A COUNTY ROAD, 61 FEET
 CW0267'NORTHWEST OF THE CENTER LINE OF THE ROAD, IN THE CENTER OF A
 CW0267'TRIANGULAR INTERSECTION OF DIRT ROADS, 37 FEET NORTHEAST OF THE CENTER
 CW0267'LINE OF A ROAD, 41 FEET SOUTH OF THE CENTER LINE OF A ROAD, 2 FEET
 CW0267'EAST OF A CONCRETE WITNESS POST, ABOUT LEVEL WITH THE ROADS, AND IN
 CW0267'THE TOP OF A CONCRETE POST.
 CW0267
 CW0267                          STATION RECOVERY (1977)
 CW0267
 CW0267'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CW0267'6.5 MILES SOUTHWEST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE JUNCTION
 CW0267'OF STATE HIGHWAY 7, THENCE 6.2 MILES SOUTHWEST ALONG A PAVED COUNTY
 CW0267'ROAD (TO SLAUGHTER CANYON AND NEW CAVE) TO THE END OF PAVEMENT AND
 CW0267'JUNCTION OF TWO GRAVEL ROADS, THENCE 1.05 MILES SOUTHWEST ALONG A
 CW0267'GRAVEL ROAD, SET IN THE CENTER OF TRIANGLE SHAPED JUNCTION WITH TWO
 CW0267'DIM ROADS, 62 FT. WEST OF THE CENTER LINE OF HE MAIN TRAVELED GRAVEL
 CW0267'ROAD, 40 FT. SOUTHEAST OF A DIRT ROAD, 38.5 FT. NORTH OF THE CENTER
 CW0267'LINE OF  DIRT ROAD.  NOTE-BM IS 0.15 MILE SOUTH FROM THE JUNCTION OF A
 CW0267'DIRT ROAD LEADING TO AN OLD HOUSE AND CORRALS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0649 ***********************************************************************
 DR0649  DESIGNATION -  K 26
 DR0649  PID         -  DR0649
 DR0649  STATE/COUNTY-  NM/OTERO
 DR0649  USGS QUAD   -  APACHE SUMMIT (1979)
 DR0649
 DR0649                         *CURRENT SURVEY CONTROL
 DR0649  ___________________________________________________________________
 DR0649* NAD 83(1986)-  33 12 41.     (N)    105 42 24.     (W)     SCALED    
 DR0649* NAVD 88     -      2235.500  (meters)    7334.30   (feet)  ADJUSTED  
 DR0649  ___________________________________________________________________
 DR0649  GEOID HEIGHT-         -19.84  (meters)                     GEOID03
 DR0649  DYNAMIC HT  -        2231.940 (meters)    7322.62  (feet)  COMP
 DR0649  MODELED GRAV-     978,963.5   (mgal)                       NAVD 88
 DR0649
 DR0649  VERT ORDER  -  FIRST     CLASS II
 DR0649
 DR0649.The horizontal coordinates were scaled from a topographic map and have
 DR0649.an estimated accuracy of +/- 6 seconds.
 DR0649
 DR0649.The orthometric height was determined by differential leveling
 DR0649.and adjusted by the National Geodetic Survey in June 1991..
 DR0649
 DR0649.The geoid height was determined by GEOID03.
 DR0649
 DR0649.The dynamic height is computed by dividing the NAVD 88
 DR0649.geopotential number by the normal gravity value computed on the
 DR0649.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0649.degrees latitude (g = 980.6199 gals.).
 DR0649
 DR0649.The modeled gravity was interpolated from observed gravity values.
 DR0649
 DR0649;                    North         East    Units  Estimated Accuracy
 DR0649;SPC NM C     -   245,330.      550,650.      MT  (+/- 180 meters Scaled)
 DR0649
 DR0649                          SUPERSEDED SURVEY CONTROL
 DR0649
 DR0649  NGVD 29 (??/??/92) 2234.640  (m)         7331.48   (f) ADJ UNCH    1 2
 DR0649
 DR0649.Superseded values are not recommended for survey control.
 DR0649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0649.See file dsdata.txt to determine how the superseded data were derived.
 DR0649
 DR0649_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDS341749(NAD 83)
 DR0649_MARKER: DB = BENCH MARK DISK
 DR0649_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR0649_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DR0649_STAMPING: 7331.481 K 26 1933
 DR0649_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR0649+STABILITY: SURFACE MOTION
 DR0649
 DR0649  HISTORY     - Date     Condition        Report By
 DR0649  HISTORY     - 1933     MONUMENTED       CGS
 DR0649  HISTORY     - 1934     GOOD             NGS
 DR0649  HISTORY     - 1963     MARK NOT FOUND   USGS
 DR0649
 DR0649                          STATION DESCRIPTION
 DR0649
 DR0649'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DR0649'5.9 MI NE FROM MESCALERO.
 DR0649'5.9 MILES NORTHEAST ALONG U.S. HIGHWAY 70 FROM MESCALERO, OTERO
 DR0649'COUNTY, OPPOSITE A SAWMILL CAMP, 35 FEET WEST OF THE CENTERLINE OF THE
 DR0649'HIGHWAY, 15 FEET NORTH OF A DOUBLE 24-INCH PIPE CULVERT, AT A SIDE
 DR0649'ROAD LEADING NORTH, AND AT A FENCE CORNER.  A STANDARD DISK, STAMPED
 DR0649'7331.481 K 26 1933 AND SET ON THE TOP OF A CONCRETE POST.
 DR0649
 DR0649                          STATION RECOVERY (1963)
 DR0649
 DR0649'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 DR0649'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0600 ***********************************************************************
 DS0600  DESIGNATION -  K 260
 DS0600  PID         -  DS0600
 DS0600  STATE/COUNTY-  NM/SOCORRO
 DS0600  USGS QUAD   -  SAN MARCIAL (1982)
 DS0600
 DS0600                         *CURRENT SURVEY CONTROL
 DS0600  ___________________________________________________________________
 DS0600* NAD 83(1986)-  33 40 19.     (N)    107 00 00.     (W)     SCALED    
 DS0600* NAVD 88     -      1365.393  (meters)    4479.63   (feet)  ADJUSTED  
 DS0600  ___________________________________________________________________
 DS0600  GEOID HEIGHT-         -22.75  (meters)                     GEOID03
 DS0600  DYNAMIC HT  -        1363.443 (meters)    4473.23  (feet)  COMP
 DS0600  MODELED GRAV-     979,161.3   (mgal)                       NAVD 88
 DS0600
 DS0600  VERT ORDER  -  FIRST     CLASS II
 DS0600
 DS0600.The horizontal coordinates were scaled from a topographic map and have
 DS0600.an estimated accuracy of +/- 6 seconds.
 DS0600
 DS0600.The orthometric height was determined by differential leveling
 DS0600.and adjusted by the National Geodetic Survey in June 1991..
 DS0600
 DS0600.The geoid height was determined by GEOID03.
 DS0600
 DS0600.The dynamic height is computed by dividing the NAVD 88
 DS0600.geopotential number by the normal gravity value computed on the
 DS0600.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0600.degrees latitude (g = 980.6199 gals.).
 DS0600
 DS0600.The modeled gravity was interpolated from observed gravity values.
 DS0600
 DS0600;                    North         East    Units  Estimated Accuracy
 DS0600;SPC NM C     -   296,520.      430,450.      MT  (+/- 180 meters Scaled)
 DS0600
 DS0600                          SUPERSEDED SURVEY CONTROL
 DS0600
 DS0600  NGVD 29 (??/??/92) 1364.715  (m)         4477.40   (f) ADJ UNCH    1 2
 DS0600
 DS0600.Superseded values are not recommended for survey control.
 DS0600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0600.See file dsdata.txt to determine how the superseded data were derived.
 DS0600
 DS0600_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT145275(NAD 83)
 DS0600_MARKER: DB = BENCH MARK DISK
 DS0600_SETTING: 80 = SET IN A BOULDER
 DS0600_SP_SET: BOULDER
 DS0600_STAMPING: K 260 1952
 DS0600_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0600+STABILITY: SURFACE MOTION
 DS0600
 DS0600  HISTORY     - Date     Condition        Report By
 DS0600  HISTORY     - 1952     MONUMENTED       CGS
 DS0600
 DS0600                          STATION DESCRIPTION
 DS0600
 DS0600'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DS0600'18.7 MI S FROM SAN ANTONIO.
 DS0600'18.7 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD FROM
 DS0600'THE STATION AT SAN ANTONIO, 102 FEET SOUTHEAST OF THE 2ND POLE SOUTH
 DS0600'OF MILEPOST 1007, 110 FEET EAST OF THE EAST RAIL, AT THE WEST POINT OF
 DS0600'BLACK MESA, 1.0 FOOT ABOVE THE GROUND, SET IN THE TOP OF A 3X4 FOOT
 DS0600'BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0824 ***********************************************************************
 DS0824  DESIGNATION -  K 261
 DS0824  PID         -  DS0824
 DS0824  STATE/COUNTY-  NM/SIERRA
 DS0824  USGS QUAD   -  CUTTER (1985)
 DS0824
 DS0824                         *CURRENT SURVEY CONTROL
 DS0824  ___________________________________________________________________
 DS0824* NAD 83(1986)-  33 06 30.     (N)    107 01 58.     (W)     SCALED    
 DS0824* NAVD 88     -      1438.407  (meters)    4719.17   (feet)  ADJUSTED  
 DS0824  ___________________________________________________________________
 DS0824  GEOID HEIGHT-         -23.00  (meters)                     GEOID03
 DS0824  DYNAMIC HT  -        1436.299 (meters)    4712.26  (feet)  COMP
 DS0824  MODELED GRAV-     979,121.3   (mgal)                       NAVD 88
 DS0824
 DS0824  VERT ORDER  -  FIRST     CLASS II
 DS0824
 DS0824.The horizontal coordinates were scaled from a topographic map and have
 DS0824.an estimated accuracy of +/- 6 seconds.
 DS0824
 DS0824.The orthometric height was determined by differential leveling
 DS0824.and adjusted by the National Geodetic Survey in June 1991..
 DS0824
 DS0824.The geoid height was determined by GEOID03.
 DS0824
 DS0824.The dynamic height is computed by dividing the NAVD 88
 DS0824.geopotential number by the normal gravity value computed on the
 DS0824.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0824.degrees latitude (g = 980.6199 gals.).
 DS0824
 DS0824.The modeled gravity was interpolated from observed gravity values.
 DS0824
 DS0824;                    North         East    Units  Estimated Accuracy
 DS0824;SPC NM W     -   234,050.      904,720.      MT  (+/- 180 meters Scaled)
 DS0824
 DS0824                          SUPERSEDED SURVEY CONTROL
 DS0824
 DS0824  NGVD 29 (??/??/92) 1437.769  (m)         4717.08   (f) ADJ UNCH    1 2
 DS0824
 DS0824.Superseded values are not recommended for survey control.
 DS0824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0824.See file dsdata.txt to determine how the superseded data were derived.
 DS0824
 DS0824_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS103651(NAD 83)
 DS0824_MARKER: DB = BENCH MARK DISK
 DS0824_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0824_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0824_STAMPING: K 261 1952
 DS0824_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0824+STABILITY: SURFACE MOTION
 DS0824
 DS0824  HISTORY     - Date     Condition        Report By
 DS0824  HISTORY     - 1952     MONUMENTED       CGS
 DS0824
 DS0824                          STATION DESCRIPTION
 DS0824
 DS0824'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DS0824'4.8 MI S FROM ENGLE.
 DS0824'4.8 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD FROM
 DS0824'THE STATION AT ENGLE, 157 FEET EAST OF MILEPOST 1048, 100 FEET EAST OF
 DS0824'THE EAST RAIL, 168 FEET WEST OF THE CENTER LINE OF A GRADED DIRT ROAD,
 DS0824'1.4 FEET EAST OF A FENCE, 2.8 FEET SOUTH OF A WITNESS POST, SET IN THE
 DS0824'TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0891 ***********************************************************************
 CX0891  DESIGNATION -  K 262
 CX0891  PID         -  CX0891
 CX0891  STATE/COUNTY-  NM/LUNA
 CX0891  USGS QUAD   -  NUTT (1989)
 CX0891
 CX0891                         *CURRENT SURVEY CONTROL
 CX0891  ___________________________________________________________________
 CX0891* NAD 83(1986)-  32 30 59.     (N)    107 29 59.     (W)     SCALED    
 CX0891* NAVD 88     -      1409.170  (meters)    4623.25   (feet)  ADJUSTED  
 CX0891  ___________________________________________________________________
 CX0891  GEOID HEIGHT-         -23.92  (meters)                     GEOID03
 CX0891  DYNAMIC HT  -        1407.058 (meters)    4616.32  (feet)  COMP
 CX0891  MODELED GRAV-     979,090.4   (mgal)                       NAVD 88
 CX0891
 CX0891  VERT ORDER  -  FIRST     CLASS II
 CX0891
 CX0891.The horizontal coordinates were scaled from a topographic map and have
 CX0891.an estimated accuracy of +/- 6 seconds.
 CX0891
 CX0891.The orthometric height was determined by differential leveling
 CX0891.and adjusted by the National Geodetic Survey in June 1991..
 CX0891
 CX0891.The geoid height was determined by GEOID03.
 CX0891
 CX0891.The dynamic height is computed by dividing the NAVD 88
 CX0891.geopotential number by the normal gravity value computed on the
 CX0891.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0891.degrees latitude (g = 980.6199 gals.).
 CX0891
 CX0891.The modeled gravity was interpolated from observed gravity values.
 CX0891
 CX0891;                    North         East    Units  Estimated Accuracy
 CX0891;SPC NM W     -   168,180.      861,340.      MT  (+/- 180 meters Scaled)
 CX0891
 CX0891                          SUPERSEDED SURVEY CONTROL
 CX0891
 CX0891  NGVD 29 (??/??/92) 1408.475  (m)         4620.97   (f) ADJ UNCH    1 2
 CX0891
 CX0891.Superseded values are not recommended for survey control.
 CX0891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0891.See file dsdata.txt to determine how the superseded data were derived.
 CX0891
 CX0891_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBS651004(NAD 83)
 CX0891_MARKER: DB = BENCH MARK DISK
 CX0891_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX0891_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CX0891_STAMPING: K 262 1952
 CX0891_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX0891+STABILITY: SURFACE MOTION
 CX0891
 CX0891  HISTORY     - Date     Condition        Report By
 CX0891  HISTORY     - 1952     MONUMENTED       CGS
 CX0891  HISTORY     - 1961     MARK NOT FOUND   USGS
 CX0891
 CX0891                          STATION DESCRIPTION
 CX0891
 CX0891'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CX0891'5.0 MI SW FROM NUTT.
 CX0891'5.0 MILES SOUTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 CX0891'FROM THE STATION SIGN AT NUTT, 72 FEET NORTH OF THE 2ND POLE NORTHEAST
 CX0891'OF MILEPOST 1110, 151.5 FEET EAST OF THE CENTER LINE OF STATE HIGHWAY
 CX0891'26, 50.6 FEET WEST OF THE WEST RAIL, 2.2 FEET WEST OF A FENCE, 2.6
 CX0891'FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 CX0891'PROJECTS 0.8 FOOT ABOVE THE GROUND.
 CX0891
 CX0891                          STATION RECOVERY (1961)
 CX0891
 CX0891'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 CX0891'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0866 ***********************************************************************
 CX0866  DESIGNATION -  K 263
 CX0866  PID         -  CX0866
 CX0866  STATE/COUNTY-  NM/DONA ANA
 CX0866  USGS QUAD   -  ARROYO CUERVO (1980)
 CX0866
 CX0866                         *CURRENT SURVEY CONTROL
 CX0866  ___________________________________________________________________
 CX0866* NAD 83(1986)-  32 37 52.     (N)    107 17 52.     (W)     SCALED    
 CX0866* NAVD 88     -      1373.227  (meters)    4505.33   (feet)  POSTED    
 CX0866  ___________________________________________________________________
 CX0866  GEOID HEIGHT-         -23.78  (meters)                     GEOID03
 CX0866  DYNAMIC HT  -        1371.200 (meters)    4498.68  (feet)  COMP
 CX0866  MODELED GRAV-     979,112.6   (mgal)                       NAVD 88
 CX0866
 CX0866  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 CX0866
 CX0866.The horizontal coordinates were scaled from a topographic map and have
 CX0866.an estimated accuracy of +/- 6 seconds.
 CX0866
 CX0866.The orthometric height was determined by differential leveling
 CX0866.and adjusted by the National Geodetic Survey in 1992..
 CX0866.No vertical observational check was made to the station.
 CX0866.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 CX0866.was located on a no-check spur therefore a value was not computed.
 CX0866
 CX0866.The geoid height was determined by GEOID03.
 CX0866
 CX0866.The dynamic height is computed by dividing the NAVD 88
 CX0866.geopotential number by the normal gravity value computed on the
 CX0866.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0866.degrees latitude (g = 980.6199 gals.).
 CX0866
 CX0866.The modeled gravity was interpolated from observed gravity values.
 CX0866
 CX0866;                    North         East    Units  Estimated Accuracy
 CX0866;SPC NM C     -   181,330.      401,680.      MT  (+/- 180 meters Scaled)
 CX0866
 CX0866                          SUPERSEDED SURVEY CONTROL
 CX0866
 CX0866  NGVD 29 (??/??/92) 1372.583  (m)         4503.22   (f) ADJ UNCH    1 2
 CX0866
 CX0866.Superseded values are not recommended for survey control.
 CX0866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0866.See file dsdata.txt to determine how the superseded data were derived.
 CX0866
 CX0866_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBS844127(NAD 83)
 CX0866_MARKER: DB = BENCH MARK DISK
 CX0866_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX0866_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CX0866_STAMPING: K 263 1952
 CX0866_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX0866+STABILITY: SURFACE MOTION
 CX0866
 CX0866  HISTORY     - Date     Condition        Report By
 CX0866  HISTORY     - 1952     MONUMENTED       CGS
 CX0866
 CX0866                          STATION DESCRIPTION
 CX0866
 CX0866'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CX0866'9.7 MI SW FROM HATCH.
 CX0866'1.15 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD FROM
 CX0866'THE STATION AT HATCH, THENCE 7.15 MILES SOUTHWEST ALONG STATE HIGHWAY
 CX0866'26, THENCE 1.4 MILES NORTHWEST ALONG A DIRT ROAD, AT THE HATCH
 CX0866'AIRPORT, 294 FEET SOUTH OF THE CENTER LINE OF A TRACK ROAD, 1.3 FEET
 CX0866'SOUTHEAST OF THE SOUTHEAST CORNER OF A SMALL HANGAR, 3 FEET NORTHEAST
 CX0866'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 CX0866'0.7 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1136 ***********************************************************************
 GL1136  DESIGNATION -  K 266
 GL1136  PID         -  GL1136
 GL1136  STATE/COUNTY-  NM/UNION
 GL1136  USGS QUAD   -  CROSS L RANCH SW (1972)
 GL1136
 GL1136                         *CURRENT SURVEY CONTROL
 GL1136  ___________________________________________________________________
 GL1136* NAD 83(1986)-  36 47 10.     (N)    103 41 14.     (W)     SCALED    
 GL1136* NAVD 88     -      1883.949  (meters)    6180.92   (feet)  ADJUSTED  
 GL1136  ___________________________________________________________________
 GL1136  GEOID HEIGHT-         -19.75  (meters)                     GEOID03
 GL1136  DYNAMIC HT  -        1881.647 (meters)    6173.37  (feet)  COMP
 GL1136  MODELED GRAV-     979,341.6   (mgal)                       NAVD 88
 GL1136
 GL1136  VERT ORDER  -  SECOND    CLASS 0
 GL1136
 GL1136.The horizontal coordinates were scaled from a topographic map and have
 GL1136.an estimated accuracy of +/- 6 seconds.
 GL1136
 GL1136.The orthometric height was determined by differential leveling
 GL1136.and adjusted by the National Geodetic Survey in June 1991..
 GL1136
 GL1136.The geoid height was determined by GEOID03.
 GL1136
 GL1136.The dynamic height is computed by dividing the NAVD 88
 GL1136.geopotential number by the normal gravity value computed on the
 GL1136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL1136.degrees latitude (g = 980.6199 gals.).
 GL1136
 GL1136.The modeled gravity was interpolated from observed gravity values.
 GL1136
 GL1136;                    North         East    Units  Estimated Accuracy
 GL1136;SPC NM E     -   641,940.      222,670.      MT  (+/- 180 meters Scaled)
 GL1136
 GL1136                          SUPERSEDED SURVEY CONTROL
 GL1136
 GL1136  NGVD 29 (??/??/92) 1883.035  (m)         6177.92   (f) ADJ UNCH    2 0
 GL1136
 GL1136.Superseded values are not recommended for survey control.
 GL1136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1136.See file dsdata.txt to determine how the superseded data were derived.
 GL1136
 GL1136_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA171719(NAD 83)
 GL1136_MARKER: DB = BENCH MARK DISK
 GL1136_SETTING: 66 = SET IN ROCK OUTCROP
 GL1136_SP_SET: ROCK OUTCROP
 GL1136_STAMPING: K 266 1955
 GL1136_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GL1136+STABILITY: POSITION/ELEVATION WELL
 GL1136
 GL1136  HISTORY     - Date     Condition        Report By
 GL1136  HISTORY     - 1955     MONUMENTED       CGS
 GL1136
 GL1136                          STATION DESCRIPTION
 GL1136
 GL1136'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GL1136'12.45 MI E FROM DES MOINES.
 GL1136'1.25 MILES NORTHWEST ALONG STATE HIGHWAY 72 FROM THE COLORADO AND
 GL1136'SOUTHERN RAILROAD STATION AT DES MOINES, THENCE 1.45 MILES NORTH ALONG
 GL1136'A TRACK ROAD, THENCE 2.0 MILES EAST ALONG A TRACK ROAD, THENCE 1.0
 GL1136'MILE SOUTH ALONG A TRACK ROAD, THENCE 6.75 MILES EAST ALONG A GRADED
 GL1136'DIRT ROAD, 0.25 MILE WEST OF A FENCE, 22 FEET SOUTH OF THE CENTER LINE
 GL1136'OF A ROAD, 77 FEET NORTHEAST OF THE CENTER OF A RAVINE, 8 FEET SOUTH
 GL1136'OF A FENCE, 8 FEET SOUTH OF A WITNESS POST, 0.2 FOOT ABOVE THE GROUND,
 GL1136'SET IN THE TOP OF A 2X3 FOOT ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1122 ***********************************************************************
 GL1122  DESIGNATION -  K 267
 GL1122  PID         -  GL1122
 GL1122  STATE/COUNTY-  NM/UNION
 GL1122  USGS QUAD   -  FIDDLER SPRINGS (1972)
 GL1122
 GL1122                         *CURRENT SURVEY CONTROL
 GL1122  ___________________________________________________________________
 GL1122* NAD 83(1986)-  36 45 51.     (N)    103 31 43.     (W)     SCALED    
 GL1122* NAVD 88     -      1765.765  (meters)    5793.18   (feet)  ADJUSTED  
 GL1122  ___________________________________________________________________
 GL1122  GEOID HEIGHT-         -20.42  (meters)                     GEOID03
 GL1122  DYNAMIC HT  -        1763.643 (meters)    5786.22  (feet)  COMP
 GL1122  MODELED GRAV-     979,366.5   (mgal)                       NAVD 88
 GL1122
 GL1122  VERT ORDER  -  SECOND    CLASS 0
 GL1122
 GL1122.The horizontal coordinates were scaled from a topographic map and have
 GL1122.an estimated accuracy of +/- 6 seconds.
 GL1122
 GL1122.The orthometric height was determined by differential leveling
 GL1122.and adjusted by the National Geodetic Survey in June 1991..
 GL1122
 GL1122.The geoid height was determined by GEOID03.
 GL1122
 GL1122.The dynamic height is computed by dividing the NAVD 88
 GL1122.geopotential number by the normal gravity value computed on the
 GL1122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL1122.degrees latitude (g = 980.6199 gals.).
 GL1122
 GL1122.The modeled gravity was interpolated from observed gravity values.
 GL1122
 GL1122;                    North         East    Units  Estimated Accuracy
 GL1122;SPC NM E     -   639,610.      236,840.      MT  (+/- 180 meters Scaled)
 GL1122
 GL1122                          SUPERSEDED SURVEY CONTROL
 GL1122
 GL1122  NGVD 29 (??/??/92) 1764.909  (m)         5790.37   (f) ADJ UNCH    2 0
 GL1122
 GL1122.Superseded values are not recommended for survey control.
 GL1122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1122.See file dsdata.txt to determine how the superseded data were derived.
 GL1122
 GL1122_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA313697(NAD 83)
 GL1122_MARKER: DB = BENCH MARK DISK
 GL1122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL1122_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL1122_STAMPING: K 267 1955
 GL1122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL1122+STABILITY: SURFACE MOTION
 GL1122
 GL1122  HISTORY     - Date     Condition        Report By
 GL1122  HISTORY     - 1955     MONUMENTED       CGS
 GL1122
 GL1122                          STATION DESCRIPTION
 GL1122
 GL1122'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GL1122'22.4 MI NE FROM GRENVILLE.
 GL1122'4.8 MILES NORTHWEST ALONG THE COLORADO AND SOUTHERN RAILROAD FROM THE
 GL1122'STATION AT GRENVILLE, THENCE 7.8 MILES NORTH ALONG A GRADED DIRT ROAD,
 GL1122'THENCE 9.8 MILES EAST ALONG A GRADED DIRT ROAD, 0.4 MILE SOUTHWEST OF
 GL1122'A CURVE IN THE ROAD, 122 YARDS SOUTHEAST OF A LONE PINON TREE, 114
 GL1122'FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 1.8 FEET SOUTH OF A
 GL1122'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4
 GL1122'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0406 ***********************************************************************
 GL0406  DESIGNATION -  K 268
 GL0406  PID         -  GL0406
 GL0406  STATE/COUNTY-  NM/UNION
 GL0406  USGS QUAD   -  BOILER GAP (1972)
 GL0406
 GL0406                         *CURRENT SURVEY CONTROL
 GL0406  ___________________________________________________________________
 GL0406* NAD 83(1986)-  36 39 22.     (N)    103 23 50.     (W)     SCALED    
 GL0406* NAVD 88     -      1687.483  (meters)    5536.35   (feet)  ADJUSTED  
 GL0406  ___________________________________________________________________
 GL0406  GEOID HEIGHT-         -20.98  (meters)                     GEOID03
 GL0406  DYNAMIC HT  -        1685.475 (meters)    5529.76  (feet)  COMP
 GL0406  MODELED GRAV-     979,381.3   (mgal)                       NAVD 88
 GL0406
 GL0406  VERT ORDER  -  SECOND    CLASS 0
 GL0406
 GL0406.The horizontal coordinates were scaled from a topographic map and have
 GL0406.an estimated accuracy of +/- 6 seconds.
 GL0406
 GL0406.The orthometric height was determined by differential leveling
 GL0406.and adjusted by the National Geodetic Survey in June 1991..
 GL0406
 GL0406.The geoid height was determined by GEOID03.
 GL0406
 GL0406.The dynamic height is computed by dividing the NAVD 88
 GL0406.geopotential number by the normal gravity value computed on the
 GL0406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0406.degrees latitude (g = 980.6199 gals.).
 GL0406
 GL0406.The modeled gravity was interpolated from observed gravity values.
 GL0406
 GL0406;                    North         East    Units  Estimated Accuracy
 GL0406;SPC NM E     -   627,730.      248,690.      MT  (+/- 180 meters Scaled)
 GL0406
 GL0406                          SUPERSEDED SURVEY CONTROL
 GL0406
 GL0406  NGVD 29 (??/??/92) 1686.688  (m)         5533.74   (f) ADJ UNCH    2 0
 GL0406
 GL0406.Superseded values are not recommended for survey control.
 GL0406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0406.See file dsdata.txt to determine how the superseded data were derived.
 GL0406
 GL0406_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA432579(NAD 83)
 GL0406_MARKER: DB = BENCH MARK DISK
 GL0406_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0406_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0406_STAMPING: K 268 1955
 GL0406_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0406+STABILITY: SURFACE MOTION
 GL0406
 GL0406  HISTORY     - Date     Condition        Report By
 GL0406  HISTORY     - 1955     MONUMENTED       CGS
 GL0406
 GL0406                          STATION DESCRIPTION
 GL0406
 GL0406'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GL0406'14.4 MI NE FROM MOUNT DORA.
 GL0406'0.1 MILE NORTHWEST ALONG THE COLORADO AND SOUTHERN RAILROAD FROM THE
 GL0406'WATER TANK AT MOUNT DORA, THENCE 9.3 MILES NORTH ALONG A GRADED DIRT
 GL0406'ROAD, THENCE 1.0 MILE EAST ALONG A TRACK ROAD, THENCE 4.0 MILES EAST
 GL0406'ALONG A GRADED DIRT ROAD, 194 FEET WEST OF THE NORTHWEST CORNER OF AN
 GL0406'OLD STONE BUILDING WHICH HAS NO ROOF, 80 FEET NORTHWEST OF A LONE 12
 GL0406'INCH CRAB APPLE TREE, 41 FEET WEST OF THE CENTER LINE OF A TRACK ROAD
 GL0406'LEADING SOUTH, 67 FEET SOUTH OF THE CENTER LINE OF AN EAST AND WEST
 GL0406'ROAD, 26 FEET SOUTH OF A FENCE, 1.8 FEET EAST OF A FENCE LEADING
 GL0406'SOUTH, 2 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 GL0406'POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1213 ***********************************************************************
 GL1213  DESIGNATION -  K 269
 GL1213  PID         -  GL1213
 GL1213  STATE/COUNTY-  NM/UNION
 GL1213  USGS QUAD   -  FIDDLER SPRINGS (1972)
 GL1213
 GL1213                         *CURRENT SURVEY CONTROL
 GL1213  ___________________________________________________________________
 GL1213* NAD 83(1986)-  36 49 47.     (N)    103 34 28.     (W)     SCALED    
 GL1213* NAVD 88     -      1793.283  (meters)    5883.46   (feet)  ADJUSTED  
 GL1213  ___________________________________________________________________
 GL1213  GEOID HEIGHT-         -20.24  (meters)                     GEOID03
 GL1213  DYNAMIC HT  -        1791.121 (meters)    5876.37  (feet)  COMP
 GL1213  MODELED GRAV-     979,361.7   (mgal)                       NAVD 88
 GL1213
 GL1213  VERT ORDER  -  SECOND    CLASS 0
 GL1213
 GL1213.The horizontal coordinates were scaled from a topographic map and have
 GL1213.an estimated accuracy of +/- 6 seconds.
 GL1213
 GL1213.The orthometric height was determined by differential leveling
 GL1213.and adjusted by the National Geodetic Survey in June 1991..
 GL1213
 GL1213.The geoid height was determined by GEOID03.
 GL1213
 GL1213.The dynamic height is computed by dividing the NAVD 88
 GL1213.geopotential number by the normal gravity value computed on the
 GL1213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL1213.degrees latitude (g = 980.6199 gals.).
 GL1213
 GL1213.The modeled gravity was interpolated from observed gravity values.
 GL1213
 GL1213;                    North         East    Units  Estimated Accuracy
 GL1213;SPC NM E     -   646,850.      232,700.      MT  (+/- 180 meters Scaled)
 GL1213
 GL1213                          SUPERSEDED SURVEY CONTROL
 GL1213
 GL1213  NGVD 29 (??/??/92) 1792.395  (m)         5880.55   (f) ADJ UNCH    2 0
 GL1213
 GL1213.Superseded values are not recommended for survey control.
 GL1213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1213.See file dsdata.txt to determine how the superseded data were derived.
 GL1213
 GL1213_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA271769(NAD 83)
 GL1213_MARKER: DB = BENCH MARK DISK
 GL1213_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL1213_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL1213_STAMPING: K 269 1955
 GL1213_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL1213+STABILITY: SURFACE MOTION
 GL1213
 GL1213  HISTORY     - Date     Condition        Report By
 GL1213  HISTORY     - 1955     MONUMENTED       CGS
 GL1213
 GL1213                          STATION DESCRIPTION
 GL1213
 GL1213'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GL1213'47.45 MI NW FROM CLAYTON.
 GL1213'38.75 MILES NORTHWEST ALONG STATE ROAD 370 FROM ITS JUNCTION WITH U.S.
 GL1213'HIGHWAYS 64 AND 87 AT CLAYTON, THENCE 8.7 MILES WEST ALONG A GRADED
 GL1213'DIRT ROAD, AT A CURVE IN THE ROAD, 145 FEET SOUTHEAST OF THE CENTER
 GL1213'LINE OF THE ROAD, 65 FEET SOUTHWEST OF A POWER POLE, 6 FEET EAST OF A
 GL1213'FENCE LEADING SOUTH, 3 FEET NORTH OF AN EAST AND WEST FENCE, 2.4 FEET
 GL1213'NORTHWEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 GL1213'PROJECTS 0.6 FOOT ABOVE THE GROUND, 28 FEET WEST OF A FENCE LEADING
 GL1213'NORTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0021 ***********************************************************************
 FO0021  DESIGNATION -  K 27
 FO0021  PID         -  FO0021
 FO0021  STATE/COUNTY-  NM/SANDOVAL
 FO0021  USGS QUAD   -  SANTO DOMINGO PUEBLO (1993)
 FO0021
 FO0021                         *CURRENT SURVEY CONTROL
 FO0021  ___________________________________________________________________
 FO0021* NAD 83(1986)-  35 30 11.     (N)    106 22 18.     (W)     SCALED    
 FO0021* NAVD 88     -      1587.996  (meters)    5209.95   (feet)  ADJUSTED  
 FO0021  ___________________________________________________________________
 FO0021  GEOID HEIGHT-         -20.59  (meters)                     GEOID03
 FO0021  DYNAMIC HT  -        1585.830 (meters)    5202.84  (feet)  COMP
 FO0021  MODELED GRAV-     979,214.9   (mgal)                       NAVD 88
 FO0021
 FO0021  VERT ORDER  -  FIRST     CLASS II
 FO0021
 FO0021.The horizontal coordinates were scaled from a topographic map and have
 FO0021.an estimated accuracy of +/- 6 seconds.
 FO0021
 FO0021.The orthometric height was determined by differential leveling
 FO0021.and adjusted by the National Geodetic Survey in June 1991..
 FO0021.WARNING-Repeat measurements at this control monument indicate possible
 FO0021.vertical movement.
 FO0021
 FO0021.The geoid height was determined by GEOID03.
 FO0021
 FO0021.The dynamic height is computed by dividing the NAVD 88
 FO0021.geopotential number by the normal gravity value computed on the
 FO0021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0021.degrees latitude (g = 980.6199 gals.).
 FO0021
 FO0021.The modeled gravity was interpolated from observed gravity values.
 FO0021
 FO0021;                    North         East    Units  Estimated Accuracy
 FO0021;SPC NM C     -   499,390.      488,960.      MT  (+/- 180 meters Scaled)
 FO0021
 FO0021                          SUPERSEDED SURVEY CONTROL
 FO0021
 FO0021  NGVD 29 (??/??/92) 1587.017  (m)         5206.74   (f) ADJ UNCH    1 2
 FO0021
 FO0021.Superseded values are not recommended for survey control.
 FO0021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0021.See file dsdata.txt to determine how the superseded data were derived.
 FO0021
 FO0021_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV756296(NAD 83)
 FO0021_MARKER: DB = BENCH MARK DISK
 FO0021_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FO0021_SP_SET: ABUTMENT
 FO0021_STAMPING: K 27 1933 5206.915
 FO0021_MARK LOGO: CGS   
 FO0021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO0021+STABILITY: SURFACE MOTION
 FO0021
 FO0021  HISTORY     - Date     Condition        Report By
 FO0021  HISTORY     - 1933     MONUMENTED       CGS
 FO0021  HISTORY     - 1951     GOOD             NGS
 FO0021  HISTORY     - 1984     GOOD             NGS
 FO0021
 FO0021                          STATION DESCRIPTION
 FO0021
 FO0021'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 FO0021'3.2 MI SW FROM DOMINGO.
 FO0021'3.2 MILES SOUTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 FO0021'FROM THE STATION AT DOMINGO, 16 POLES SOUTHWEST OF MILEPOST 868, 300
 FO0021'FEET WEST OF THE WEST RAIL, 298 FEET WEST OF THE NORTHWEST CORNER OF
 FO0021'BRIDGE 868 D, SET IN THE TOP OF THE WEST END OF THE NORTH CONCRETE
 FO0021'ABUTMENT OF AN ABANDONED RAILROAD BRIDGE.
 FO0021
 FO0021                          STATION RECOVERY (1984)
 FO0021
 FO0021'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FO0021'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  5.2 KM
 FO0021'(3.25 MI) SOUTHWEST ALONG THE ATCHISON TOPEKA AND SANTA FE RAILROAD
 FO0021'FROM THE SANTO DOMINGO INDIAN TRADING POST IN DOMINGO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0433 ***********************************************************************
 GL0433  DESIGNATION -  K 270
 GL0433  PID         -  GL0433
 GL0433  STATE/COUNTY-  NM/UNION
 GL0433  USGS QUAD   -  BIBLE TOP BUTTE (1972)
 GL0433
 GL0433                         *CURRENT SURVEY CONTROL
 GL0433  ___________________________________________________________________
 GL0433* NAD 83(1986)-  36 32 22.     (N)    103 16 48.     (W)     SCALED    
 GL0433* NAVD 88     -      1656.352  (meters)    5434.21   (feet)  ADJUSTED  
 GL0433  ___________________________________________________________________
 GL0433  GEOID HEIGHT-         -21.52  (meters)                     GEOID03
 GL0433  DYNAMIC HT  -        1654.398 (meters)    5427.80  (feet)  COMP
 GL0433  MODELED GRAV-     979,393.0   (mgal)                       NAVD 88
 GL0433
 GL0433  VERT ORDER  -  SECOND    CLASS 0
 GL0433
 GL0433.The horizontal coordinates were scaled from a topographic map and have
 GL0433.an estimated accuracy of +/- 6 seconds.
 GL0433
 GL0433.The orthometric height was determined by differential leveling
 GL0433.and adjusted by the National Geodetic Survey in June 1991..
 GL0433
 GL0433.The geoid height was determined by GEOID03.
 GL0433
 GL0433.The dynamic height is computed by dividing the NAVD 88
 GL0433.geopotential number by the normal gravity value computed on the
 GL0433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0433.degrees latitude (g = 980.6199 gals.).
 GL0433
 GL0433.The modeled gravity was interpolated from observed gravity values.
 GL0433
 GL0433;                    North         East    Units  Estimated Accuracy
 GL0433;SPC NM E     -   614,890.      259,310.      MT  (+/- 180 meters Scaled)
 GL0433
 GL0433                          SUPERSEDED SURVEY CONTROL
 GL0433
 GL0433  NGVD 29 (??/??/92) 1655.607  (m)         5431.77   (f) ADJ UNCH    2 0
 GL0433
 GL0433.Superseded values are not recommended for survey control.
 GL0433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0433.See file dsdata.txt to determine how the superseded data were derived.
 GL0433
 GL0433_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA539451(NAD 83)
 GL0433_MARKER: DB = BENCH MARK DISK
 GL0433_SETTING: 66 = SET IN ROCK OUTCROP
 GL0433_SP_SET: OUTCROP
 GL0433_STAMPING: K 270 1955
 GL0433_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GL0433+STABILITY: POSITION/ELEVATION WELL
 GL0433
 GL0433  HISTORY     - Date     Condition        Report By
 GL0433  HISTORY     - 1955     MONUMENTED       CGS
 GL0433  HISTORY     - 1972     MARK NOT FOUND   USGS
 GL0433
 GL0433                          STATION DESCRIPTION
 GL0433
 GL0433'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GL0433'8.6 MI NW FROM CLAYTON.
 GL0433'8.6 MILES NORTHWEST ALONG STATE ROAD 370 FROM ITS JUNCTION WITH U.S.
 GL0433'HIGHWAYS 64 AND 87 AT CLAYTON, AT A CURVE IN THE ROAD, 185 FEET
 GL0433'NORTHWEST OF THE CENTER LINE OF THE ROAD, IN THE CENTER OF A SHALLOW
 GL0433'RAVINE, 0.7 FOOT ABOVE THE GROUND, SET IN THE TOP OF A LAVA ROCK
 GL0433'OUTCROP.  NOTE-- THERE HAS BEEN WORK DONE ON THE WEST RIGHT-OF-WAY ON
 GL0433'THE COUNTY ROAD.  MARK MAY BE COVERED WITH DIRT AND ROCKS.
 GL0433
 GL0433                          STATION RECOVERY (1972)
 GL0433
 GL0433'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 GL0433'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0521 ***********************************************************************
 GL0521  DESIGNATION -  K 273
 GL0521  PID         -  GL0521
 GL0521  STATE/COUNTY-  NM/UNION
 GL0521  USGS QUAD   -  MOSES (1972)
 GL0521
 GL0521                         *CURRENT SURVEY CONTROL
 GL0521  ___________________________________________________________________
 GL0521* NAD 83(1986)-  36 44 28.     (N)    103 01 51.     (W)     SCALED    
 GL0521* NAVD 88     -      1488.750  (meters)    4884.34   (feet)  ADJUSTED  
 GL0521  ___________________________________________________________________
 GL0521  GEOID HEIGHT-         -22.34  (meters)                     GEOID03
 GL0521  DYNAMIC HT  -        1487.046 (meters)    4878.75  (feet)  COMP
 GL0521  MODELED GRAV-     979,434.4   (mgal)                       NAVD 88
 GL0521
 GL0521  VERT ORDER  -  SECOND    CLASS 0
 GL0521
 GL0521.The horizontal coordinates were scaled from a topographic map and have
 GL0521.an estimated accuracy of +/- 6 seconds.
 GL0521
 GL0521.The orthometric height was determined by differential leveling
 GL0521.and adjusted by the National Geodetic Survey in June 1991..
 GL0521
 GL0521.The geoid height was determined by GEOID03.
 GL0521
 GL0521.The dynamic height is computed by dividing the NAVD 88
 GL0521.geopotential number by the normal gravity value computed on the
 GL0521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0521.degrees latitude (g = 980.6199 gals.).
 GL0521
 GL0521.The modeled gravity was interpolated from observed gravity values.
 GL0521
 GL0521;                    North         East    Units  Estimated Accuracy
 GL0521;SPC NM E     -   637,540.      281,320.      MT  (+/- 180 meters Scaled)
 GL0521
 GL0521                          SUPERSEDED SURVEY CONTROL
 GL0521
 GL0521  NGVD 29 (??/??/92) 1488.049  (m)         4882.04   (f) ADJ UNCH    2 0
 GL0521
 GL0521.Superseded values are not recommended for survey control.
 GL0521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0521.See file dsdata.txt to determine how the superseded data were derived.
 GL0521
 GL0521_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA758679(NAD 83)
 GL0521_MARKER: DB = BENCH MARK DISK
 GL0521_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0521_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0521_STAMPING: K 273 1955
 GL0521_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0521+STABILITY: SURFACE MOTION
 GL0521_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GL0521+SATELLITE: SATELLITE OBSERVATIONS - October 08, 2005
 GL0521
 GL0521  HISTORY     - Date     Condition        Report By
 GL0521  HISTORY     - 1955     MONUMENTED       CGS
 GL0521  HISTORY     - 20051008 GOOD             INDIV
 GL0521
 GL0521                          STATION DESCRIPTION
 GL0521
 GL0521'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GL0521'12.15 MI NE FROM SENECA.
 GL0521'12.15 MILES NORTHEAST ALONG STATE HIGHWAY 18 FROM THE POST OFFICE AT
 GL0521'SENECA, ON TOP OF A HILL, 67 FEET WEST OF THE CENTER LINE OF THE
 GL0521'HIGHWAY, 10 FEET WEST OF A POWER POLE, 2 FEET NORTHWEST OF A WITNESS
 GL0521'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE
 GL0521'THE GROUND.
 GL0521
 GL0521                          STATION RECOVERY (2005)
 GL0521
 GL0521'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (SGK)
 GL0521'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0414 ***********************************************************************
 GL0414  DESIGNATION -  K 274
 GL0414  PID         -  GL0414
 GL0414  STATE/COUNTY-  NM/UNION
 GL0414  USGS QUAD   -  MC LAUGHLIN BRIDGE (1972)
 GL0414
 GL0414                         *CURRENT SURVEY CONTROL
 GL0414  ___________________________________________________________________
 GL0414* NAD 83(1986)-  36 39 18.     (N)    103 15 10.     (W)     SCALED    
 GL0414* NAVD 88     -      1602.146  (meters)    5256.37   (feet)  ADJUSTED  
 GL0414  ___________________________________________________________________
 GL0414  GEOID HEIGHT-         -21.54  (meters)                     GEOID03
 GL0414  DYNAMIC HT  -        1600.281 (meters)    5250.26  (feet)  COMP
 GL0414  MODELED GRAV-     979,410.2   (mgal)                       NAVD 88
 GL0414
 GL0414  VERT ORDER  -  SECOND    CLASS 0
 GL0414
 GL0414.The horizontal coordinates were scaled from a topographic map and have
 GL0414.an estimated accuracy of +/- 6 seconds.
 GL0414
 GL0414.The orthometric height was determined by differential leveling
 GL0414.and adjusted by the National Geodetic Survey in June 1991..
 GL0414
 GL0414.The geoid height was determined by GEOID03.
 GL0414
 GL0414.The dynamic height is computed by dividing the NAVD 88
 GL0414.geopotential number by the normal gravity value computed on the
 GL0414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0414.degrees latitude (g = 980.6199 gals.).
 GL0414
 GL0414.The modeled gravity was interpolated from observed gravity values.
 GL0414
 GL0414;                    North         East    Units  Estimated Accuracy
 GL0414;SPC NM E     -   627,740.      261,610.      MT  (+/- 180 meters Scaled)
 GL0414
 GL0414                          SUPERSEDED SURVEY CONTROL
 GL0414
 GL0414  NGVD 29 (??/??/92) 1601.407  (m)         5253.95   (f) ADJ UNCH    2 0
 GL0414
 GL0414.Superseded values are not recommended for survey control.
 GL0414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0414.See file dsdata.txt to determine how the superseded data were derived.
 GL0414
 GL0414_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA561580(NAD 83)
 GL0414_MARKER: DB = BENCH MARK DISK
 GL0414_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0414_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0414_STAMPING: K 274 1955
 GL0414_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0414+STABILITY: SURFACE MOTION
 GL0414
 GL0414  HISTORY     - Date     Condition        Report By
 GL0414  HISTORY     - 1955     MONUMENTED       CGS
 GL0414
 GL0414                          STATION DESCRIPTION
 GL0414
 GL0414'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GL0414'8.9 MI W FROM SENECA.
 GL0414'0.85 MILE NORTH ALONG STATE HIGHWAY 18 FROM THE POST OFFICE AT SENECA,
 GL0414'THENCE 3.05 MILES WEST ALONG A GRADED DIRT ROAD, THENCE 1.0 MILE NORTH
 GL0414'ALONG A GRADED DIRT ROAD, THENCE 4.0 MILES WEST ALONG A GRADED DIRT
 GL0414'ROAD, 312 FEET EAST OF THE SOUTHEAST CORNER OF A VACANT FARMHOUSE, 125
 GL0414'FEET SOUTH OF THE CENTER LINE OF AN EAST AND WEST ROAD, 38 FEET WEST
 GL0414'OF THE CENTER LINE OF A TRACK ROAD LEADING SOUTH, IN LINE WITH A FENCE
 GL0414'LEADING SOUTH, 5 FEET NORTHEAST OF A FENCE, 2.2 FEET NORTH OF A
 GL0414'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6
 GL0414'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0887 ***********************************************************************
 GL0887  DESIGNATION -  K 275
 GL0887  PID         -  GL0887
 GL0887  STATE/COUNTY-  NM/UNION
 GL0887  USGS QUAD   -  TRIPOD MOUNTAIN (1973)
 GL0887
 GL0887                         *CURRENT SURVEY CONTROL
 GL0887  ___________________________________________________________________
 GL0887* NAD 83(1986)-  36 28 32.     (N)    103 38 53.     (W)     SCALED    
 GL0887* NAVD 88     -      1827.248  (meters)    5994.90   (feet)  ADJUSTED  
 GL0887  ___________________________________________________________________
 GL0887  GEOID HEIGHT-         -19.99  (meters)                     GEOID03
 GL0887  DYNAMIC HT  -        1825.014 (meters)    5987.57  (feet)  COMP
 GL0887  MODELED GRAV-     979,343.8   (mgal)                       NAVD 88
 GL0887
 GL0887  VERT ORDER  -  SECOND    CLASS 0
 GL0887
 GL0887.The horizontal coordinates were scaled from a topographic map and have
 GL0887.an estimated accuracy of +/- 6 seconds.
 GL0887
 GL0887.The orthometric height was determined by differential leveling
 GL0887.and adjusted by the National Geodetic Survey in June 1991..
 GL0887
 GL0887.The geoid height was determined by GEOID03.
 GL0887
 GL0887.The dynamic height is computed by dividing the NAVD 88
 GL0887.geopotential number by the normal gravity value computed on the
 GL0887.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0887.degrees latitude (g = 980.6199 gals.).
 GL0887
 GL0887.The modeled gravity was interpolated from observed gravity values.
 GL0887
 GL0887;                    North         East    Units  Estimated Accuracy
 GL0887;SPC NM E     -   607,500.      226,410.      MT  (+/- 180 meters Scaled)
 GL0887
 GL0887                          SUPERSEDED SURVEY CONTROL
 GL0887
 GL0887  NGVD 29 (??/??/92) 1826.407  (m)         5992.14   (f) ADJ UNCH    2 0
 GL0887
 GL0887.Superseded values are not recommended for survey control.
 GL0887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0887.See file dsdata.txt to determine how the superseded data were derived.
 GL0887
 GL0887_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA211375(NAD 83)
 GL0887_MARKER: DB = BENCH MARK DISK
 GL0887_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0887_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0887_STAMPING: K 275 1955
 GL0887_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0887+STABILITY: SURFACE MOTION
 GL0887
 GL0887  HISTORY     - Date     Condition        Report By
 GL0887  HISTORY     - 1955     MONUMENTED       CGS
 GL0887
 GL0887                          STATION DESCRIPTION
 GL0887
 GL0887'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GL0887'9.9 MI S FROM GRENVILLE.
 GL0887'0.25 MILE WEST ALONG A GRAVELED ROAD FROM THE COLORADO AND SOUTHERN
 GL0887'RAILROAD STATION AT GRENVILLE, THENCE 9.65 MILES SOUTH ALONG STATE
 GL0887'ROAD 120, 37 FEET EAST OF THE CENTER LINE OF THE STATE ROAD, 2 FEET
 GL0887'WEST OF A FENCE, 3.3 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A
 GL0887'CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0721 ***********************************************************************
 FM0721  DESIGNATION -  K 276
 FM0721  PID         -  FM0721
 FM0721  STATE/COUNTY-  NM/HARDING
 FM0721  USGS QUAD   -  BUEYEROS (1973)
 FM0721
 FM0721                         *CURRENT SURVEY CONTROL
 FM0721  ___________________________________________________________________
 FM0721* NAD 83(1986)-  35 56 10.     (N)    103 41 45.     (W)     SCALED    
 FM0721* NAVD 88     -      1382.463  (meters)    4535.63   (feet)  ADJUSTED  
 FM0721  ___________________________________________________________________
 FM0721  GEOID HEIGHT-         -20.92  (meters)                     GEOID03
 FM0721  DYNAMIC HT  -        1380.822 (meters)    4530.25  (feet)  COMP
 FM0721  MODELED GRAV-     979,397.1   (mgal)                       NAVD 88
 FM0721
 FM0721  VERT ORDER  -  SECOND    CLASS 0
 FM0721
 FM0721.The horizontal coordinates were scaled from a topographic map and have
 FM0721.an estimated accuracy of +/- 6 seconds.
 FM0721
 FM0721.The orthometric height was determined by differential leveling
 FM0721.and adjusted by the National Geodetic Survey in June 1991..
 FM0721
 FM0721.The geoid height was determined by GEOID03.
 FM0721
 FM0721.The dynamic height is computed by dividing the NAVD 88
 FM0721.geopotential number by the normal gravity value computed on the
 FM0721.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0721.degrees latitude (g = 980.6199 gals.).
 FM0721
 FM0721.The modeled gravity was interpolated from observed gravity values.
 FM0721
 FM0721;                    North         East    Units  Estimated Accuracy
 FM0721;SPC NM E     -   547,620.      222,520.      MT  (+/- 180 meters Scaled)
 FM0721
 FM0721                          SUPERSEDED SURVEY CONTROL
 FM0721
 FM0721  NGVD 29 (??/??/92) 1381.810  (m)         4533.49   (f) ADJ UNCH    2 0
 FM0721
 FM0721.Superseded values are not recommended for survey control.
 FM0721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0721.See file dsdata.txt to determine how the superseded data were derived.
 FM0721
 FM0721_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFV176776(NAD 83)
 FM0721_MARKER: DB = BENCH MARK DISK
 FM0721_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0721_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0721_STAMPING: K 276 1955
 FM0721_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0721+STABILITY: SURFACE MOTION
 FM0721
 FM0721  HISTORY     - Date     Condition        Report By
 FM0721  HISTORY     - 1955     MONUMENTED       CGS
 FM0721
 FM0721                          STATION DESCRIPTION
 FM0721
 FM0721'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 FM0721'3.5 MI S FROM BUEYEROS.
 FM0721'0.5 MILE WEST ALONG STATE HIGHWAY 57 FROM THE POST OFFICE AT BUEYEROS,
 FM0721'THENCE 3.0 MILES SOUTH ALONG STATE HIGHWAY 171, 56 FEET WEST OF THE
 FM0721'CENTER LINE OF THE HIGHWAY, 2 FEET EAST OF A WITNESS POST, SET IN THE
 FM0721'TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1027 ***********************************************************************
 GL1027  DESIGNATION -  K 277
 GL1027  PID         -  GL1027
 GL1027  STATE/COUNTY-  NM/UNION
 GL1027  USGS QUAD   -  MINNIE BUTTE (1973)
 GL1027
 GL1027                         *CURRENT SURVEY CONTROL
 GL1027  ___________________________________________________________________
 GL1027* NAD 83(1986)-  36 06 40.     (N)    103 31 55.     (W)     SCALED    
 GL1027* NAVD 88     -      1512.339  (meters)    4961.73   (feet)  ADJUSTED  
 GL1027  ___________________________________________________________________
 GL1027  GEOID HEIGHT-         -21.06  (meters)                     GEOID03
 GL1027  DYNAMIC HT  -        1510.533 (meters)    4955.81  (feet)  COMP
 GL1027  MODELED GRAV-     979,384.8   (mgal)                       NAVD 88
 GL1027
 GL1027  VERT ORDER  -  SECOND    CLASS 0
 GL1027
 GL1027.The horizontal coordinates were scaled from a topographic map and have
 GL1027.an estimated accuracy of +/- 6 seconds.
 GL1027
 GL1027.The orthometric height was determined by differential leveling
 GL1027.and adjusted by the National Geodetic Survey in June 1991..
 GL1027
 GL1027.The geoid height was determined by GEOID03.
 GL1027
 GL1027.The dynamic height is computed by dividing the NAVD 88
 GL1027.geopotential number by the normal gravity value computed on the
 GL1027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL1027.degrees latitude (g = 980.6199 gals.).
 GL1027
 GL1027.The modeled gravity was interpolated from observed gravity values.
 GL1027
 GL1027;                    North         East    Units  Estimated Accuracy
 GL1027;SPC NM E     -   567,140.      237,150.      MT  (+/- 180 meters Scaled)
 GL1027
 GL1027                          SUPERSEDED SURVEY CONTROL
 GL1027
 GL1027  NGVD 29 (??/??/92) 1511.640  (m)         4959.44   (f) ADJ UNCH    2 0
 GL1027
 GL1027.Superseded values are not recommended for survey control.
 GL1027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1027.See file dsdata.txt to determine how the superseded data were derived.
 GL1027
 GL1027_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFV321972(NAD 83)
 GL1027_MARKER: DB = BENCH MARK DISK
 GL1027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL1027_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL1027_STAMPING: K 277 1955
 GL1027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL1027+STABILITY: SURFACE MOTION
 GL1027
 GL1027  HISTORY     - Date     Condition        Report By
 GL1027  HISTORY     - 1955     MONUMENTED       CGS
 GL1027
 GL1027                          STATION DESCRIPTION
 GL1027
 GL1027'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GL1027'12.0 MI SW FROM CLAPHAM.
 GL1027'12.0 MILES SOUTHWEST ALONG A WINDING GRADED DIRT ROAD FROM THE SCHOOL
 GL1027'AT CLAPHAM, 69 FEET WEST OF THE CENTER LINE OF A ROAD, 2 FEET EAST OF
 GL1027'A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4
 GL1027'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0705 ***********************************************************************
 FM0705  DESIGNATION -  K 278
 FM0705  PID         -  FM0705
 FM0705  STATE/COUNTY-  NM/HARDING
 FM0705  USGS QUAD   -  ALBERT (1973)
 FM0705
 FM0705                         *CURRENT SURVEY CONTROL
 FM0705  ___________________________________________________________________
 FM0705* NAD 83(1986)-  35 59 52.     (N)    103 47 15.     (W)     SCALED    
 FM0705* NAVD 88     -      1624.432  (meters)    5329.49   (feet)  ADJUSTED  
 FM0705  ___________________________________________________________________
 FM0705  GEOID HEIGHT-         -20.43  (meters)                     GEOID03
 FM0705  DYNAMIC HT  -        1622.473 (meters)    5323.06  (feet)  COMP
 FM0705  MODELED GRAV-     979,368.4   (mgal)                       NAVD 88
 FM0705
 FM0705  VERT ORDER  -  SECOND    CLASS 0
 FM0705
 FM0705.The horizontal coordinates were scaled from a topographic map and have
 FM0705.an estimated accuracy of +/- 6 seconds.
 FM0705
 FM0705.The orthometric height was determined by differential leveling
 FM0705.and adjusted by the National Geodetic Survey in June 1991..
 FM0705
 FM0705.The geoid height was determined by GEOID03.
 FM0705
 FM0705.The dynamic height is computed by dividing the NAVD 88
 FM0705.geopotential number by the normal gravity value computed on the
 FM0705.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0705.degrees latitude (g = 980.6199 gals.).
 FM0705
 FM0705.The modeled gravity was interpolated from observed gravity values.
 FM0705
 FM0705;                    North         East    Units  Estimated Accuracy
 FM0705;SPC NM E     -   554,410.      214,210.      MT  (+/- 180 meters Scaled)
 FM0705
 FM0705                          SUPERSEDED SURVEY CONTROL
 FM0705
 FM0705  NGVD 29 (??/??/92) 1623.738  (m)         5327.21   (f) ADJ UNCH    2 0
 FM0705
 FM0705.Superseded values are not recommended for survey control.
 FM0705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0705.See file dsdata.txt to determine how the superseded data were derived.
 FM0705
 FM0705_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFV092843(NAD 83)
 FM0705_MARKER: DB = BENCH MARK DISK
 FM0705_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0705_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0705_STAMPING: K 278 1955
 FM0705_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0705+STABILITY: SURFACE MOTION
 FM0705
 FM0705  HISTORY     - Date     Condition        Report By
 FM0705  HISTORY     - 1955     MONUMENTED       CGS
 FM0705
 FM0705                          STATION DESCRIPTION
 FM0705
 FM0705'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 FM0705'8.8 MI NW FROM BUEYEROS.
 FM0705'8.8 MILES NORTHWEST ALONG STATE HIGHWAY 57, FROM THE POST OFFICE AT
 FM0705'BUEYEROS, 58 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 2 FEET
 FM0705'SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 FM0705'PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0794 ***********************************************************************
 GL0794  DESIGNATION -  K 279
 GL0794  PID         -  GL0794
 GL0794  STATE/COUNTY-  NM/UNION
 GL0794  USGS QUAD   -  PEDERNAL CREEK (1966)
 GL0794
 GL0794                         *CURRENT SURVEY CONTROL
 GL0794  ___________________________________________________________________
 GL0794* NAD 83(1986)-  36 06 34.     (N)    103 25 44.     (W)     SCALED    
 GL0794* NAVD 88     -      1462.783  (meters)    4799.15   (feet)  ADJUSTED  
 GL0794  ___________________________________________________________________
 GL0794  GEOID HEIGHT-         -21.48  (meters)                     GEOID03
 GL0794  DYNAMIC HT  -        1461.037 (meters)    4793.42  (feet)  COMP
 GL0794  MODELED GRAV-     979,387.9   (mgal)                       NAVD 88
 GL0794
 GL0794  VERT ORDER  -  SECOND    CLASS 0
 GL0794
 GL0794.The horizontal coordinates were scaled from a topographic map and have
 GL0794.an estimated accuracy of +/- 6 seconds.
 GL0794
 GL0794.The orthometric height was determined by differential leveling
 GL0794.and adjusted by the National Geodetic Survey in June 1991..
 GL0794
 GL0794.The geoid height was determined by GEOID03.
 GL0794
 GL0794.The dynamic height is computed by dividing the NAVD 88
 GL0794.geopotential number by the normal gravity value computed on the
 GL0794.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0794.degrees latitude (g = 980.6199 gals.).
 GL0794
 GL0794.The modeled gravity was interpolated from observed gravity values.
 GL0794
 GL0794;                    North         East    Units  Estimated Accuracy
 GL0794;SPC NM E     -   567,040.      246,430.      MT  (+/- 180 meters Scaled)
 GL0794
 GL0794                          SUPERSEDED SURVEY CONTROL
 GL0794
 GL0794  NGVD 29 (??/??/92) 1462.088  (m)         4796.87   (f) ADJ UNCH    2 0
 GL0794
 GL0794.Superseded values are not recommended for survey control.
 GL0794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0794.See file dsdata.txt to determine how the superseded data were derived.
 GL0794
 GL0794_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFV414972(NAD 83)
 GL0794_MARKER: DB = BENCH MARK DISK
 GL0794_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0794_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0794_STAMPING: K 279 195K
 GL0794_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0794+STABILITY: SURFACE MOTION
 GL0794
 GL0794  HISTORY     - Date     Condition        Report By
 GL0794  HISTORY     - 1955     MONUMENTED       CGS
 GL0794
 GL0794                          STATION DESCRIPTION
 GL0794
 GL0794'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GL0794'6.3 MI SW FROM CLAPHAM.
 GL0794'2.1 MILES SOUTHWEST ALONG A GRADED DIRT ROAD FROM THE SCHOOL AT
 GL0794'CLAPHAM, THENCE 1.6 MILES SOUTH ALONG A GRADED DIRT ROAD, THENCE 2.6
 GL0794'MILES SOUTHWEST ALONG A GRADED DIRT ROAD, 232 FEET WEST OF A CATTLE
 GL0794'GUARD, 65 FEET SOUTHWEST OF THE CENTER OF A JUNCTION WITH A ROAD
 GL0794'LEADING NORTHEAST, 36 FEET SOUTH OF THE CENTER LINE OF AN EAST AND
 GL0794'WEST ROAD, 2.5 FEET NORTH OF A FENCE, 2 FEET WEST OF A WITNESS POST,
 GL0794'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE
 GL0794'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0333 ***********************************************************************
 FN0333  DESIGNATION -  K 28
 FN0333  PID         -  FN0333
 FN0333  STATE/COUNTY-  NM/SANTA FE
 FN0333  USGS QUAD   -  SETON VILLAGE (1993)
 FN0333
 FN0333                         *CURRENT SURVEY CONTROL
 FN0333  ___________________________________________________________________
 FN0333* NAD 83(1986)-  35 31 17.     (N)    105 53 21.     (W)     SCALED    
 FN0333* NAVD 88     -      2099.282  (meters)    6887.39   (feet)  ADJUSTED  
 FN0333  ___________________________________________________________________
 FN0333  GEOID HEIGHT-         -18.68  (meters)                     GEOID03
 FN0333  DYNAMIC HT  -        2096.356 (meters)    6877.79  (feet)  COMP
 FN0333  MODELED GRAV-     979,164.1   (mgal)                       NAVD 88
 FN0333
 FN0333  VERT ORDER  -  FIRST     CLASS II
 FN0333
 FN0333.The horizontal coordinates were scaled from a topographic map and have
 FN0333.an estimated accuracy of +/- 6 seconds.
 FN0333
 FN0333.The orthometric height was determined by differential leveling
 FN0333.and adjusted by the National Geodetic Survey in June 1991..
 FN0333
 FN0333.The geoid height was determined by GEOID03.
 FN0333
 FN0333.The dynamic height is computed by dividing the NAVD 88
 FN0333.geopotential number by the normal gravity value computed on the
 FN0333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FN0333.degrees latitude (g = 980.6199 gals.).
 FN0333
 FN0333.The modeled gravity was interpolated from observed gravity values.
 FN0333
 FN0333;                    North         East    Units  Estimated Accuracy
 FN0333;SPC NM C     -   501,470.      532,730.      MT  (+/- 180 meters Scaled)
 FN0333
 FN0333                          SUPERSEDED SURVEY CONTROL
 FN0333
 FN0333  NGVD 29 (??/??/92) 2098.270  (m)         6884.07   (f) ADJ UNCH    1 2
 FN0333
 FN0333.Superseded values are not recommended for survey control.
 FN0333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0333.See file dsdata.txt to determine how the superseded data were derived.
 FN0333
 FN0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV193312(NAD 83)
 FN0333_MARKER: DB = BENCH MARK DISK
 FN0333_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FN0333_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FN0333_STAMPING: K-28 1933
 FN0333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FN0333+STABILITY: SURFACE MOTION
 FN0333
 FN0333  HISTORY     - Date     Condition        Report By
 FN0333  HISTORY     - 1933     MONUMENTED       CGS
 FN0333  HISTORY     - 1934     GOOD             NGS
 FN0333
 FN0333                          STATION DESCRIPTION
 FN0333
 FN0333'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 FN0333'3.6 MI NW FROM LAMY.
 FN0333'ALONG THE LAMY SANTA FE HIGHWAY 2.7 MILES SOUTHWEST OF THE JUNCTION OF
 FN0333'THE SANTA FE PECOS AND LAMY ROAD ON LOW SUMMIT, AND 25 FT. NORTH OF
 FN0333'THE CENTERLINE OF THE ROAD.
 FN0333
 FN0333                          STATION RECOVERY (1934)
 FN0333
 FN0333'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 FN0333'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0976 ***********************************************************************
 GL0976  DESIGNATION -  K 280
 GL0976  PID         -  GL0976
 GL0976  STATE/COUNTY-  NM/UNION
 GL0976  USGS QUAD   -  BEENHAM (1973)
 GL0976
 GL0976                         *CURRENT SURVEY CONTROL
 GL0976  ___________________________________________________________________
 GL0976* NAD 83(1986)-  36 09 15.     (N)    103 44 56.     (W)     SCALED    
 GL0976* NAVD 88     -      1690.978  (meters)    5547.82   (feet)  ADJUSTED  
 GL0976  ___________________________________________________________________
 GL0976  GEOID HEIGHT-         -20.14  (meters)                     GEOID03
 GL0976  DYNAMIC HT  -        1688.925 (meters)    5541.08  (feet)  COMP
 GL0976  MODELED GRAV-     979,357.2   (mgal)                       NAVD 88
 GL0976
 GL0976  VERT ORDER  -  SECOND    CLASS 0
 GL0976
 GL0976.The horizontal coordinates were scaled from a topographic map and have
 GL0976.an estimated accuracy of +/- 6 seconds.
 GL0976
 GL0976.The orthometric height was determined by differential leveling
 GL0976.and adjusted by the National Geodetic Survey in June 1991..
 GL0976
 GL0976.The geoid height was determined by GEOID03.
 GL0976
 GL0976.The dynamic height is computed by dividing the NAVD 88
 GL0976.geopotential number by the normal gravity value computed on the
 GL0976.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0976.degrees latitude (g = 980.6199 gals.).
 GL0976
 GL0976.The modeled gravity was interpolated from observed gravity values.
 GL0976
 GL0976;                    North         East    Units  Estimated Accuracy
 GL0976;SPC NM E     -   571,780.      217,590.      MT  (+/- 180 meters Scaled)
 GL0976
 GL0976                          SUPERSEDED SURVEY CONTROL
 GL0976
 GL0976  NGVD 29 (??/??/92) 1690.240  (m)         5545.40   (f) ADJ UNCH    2 0
 GL0976
 GL0976.Superseded values are not recommended for survey control.
 GL0976.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0976.See file dsdata.txt to determine how the superseded data were derived.
 GL0976
 GL0976_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA125017(NAD 83)
 GL0976_MARKER: DB = BENCH MARK DISK
 GL0976_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0976_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0976_STAMPING: K 280 1955
 GL0976_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0976+STABILITY: SURFACE MOTION
 GL0976
 GL0976  HISTORY     - Date     Condition        Report By
 GL0976  HISTORY     - 1955     MONUMENTED       CGS
 GL0976
 GL0976                          STATION DESCRIPTION
 GL0976
 GL0976'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GL0976'21.7 MI SE FROM GLADSTONE.
 GL0976'8.0 MILES EAST ALONG STATE HIGHWAY 58 FROM THE POST OFFICE AT
 GL0976'GLADSTONE, THENCE 5.6 MILES SOUTH ALONG STATE HIGHWAY 120, THENCE 2.1
 GL0976'MILES SOUTHEAST ALONG A GRADED DIRT ROAD, THENCE 6.0 MILES SOUTHEAST
 GL0976'ALONG A TRACK ROAD, 125 FEET SOUTHEAST OF A FENCE CORNER, 48 FEET
 GL0976'NORTHEAST OF THE CENTER LINE OF A ROAD, 2.5 FEET WEST OF A WITNESS
 GL0976'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE
 GL0976'THE GROUND.  NOTE-- STATE HIGHWAY 58 IS NOW US HIGHWAY 56.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1013 ***********************************************************************
 GL1013  DESIGNATION -  K 281
 GL1013  PID         -  GL1013
 GL1013  STATE/COUNTY-  NM/UNION
 GL1013  USGS QUAD   -  GARCIA CREEK (1973)
 GL1013
 GL1013                         *CURRENT SURVEY CONTROL
 GL1013  ___________________________________________________________________
 GL1013* NAD 83(1986)-  36 08 37.     (N)    103 32 27.     (W)     SCALED    
 GL1013* NAVD 88     -      1509.552  (meters)    4952.59   (feet)  ADJUSTED  
 GL1013  ___________________________________________________________________
 GL1013  GEOID HEIGHT-         -20.98  (meters)                     GEOID03
 GL1013  DYNAMIC HT  -        1507.735 (meters)    4946.63  (feet)  COMP
 GL1013  MODELED GRAV-     979,375.3   (mgal)                       NAVD 88
 GL1013
 GL1013  VERT ORDER  -  SECOND    CLASS 0
 GL1013
 GL1013.The horizontal coordinates were scaled from a topographic map and have
 GL1013.an estimated accuracy of +/- 6 seconds.
 GL1013
 GL1013.The orthometric height was determined by differential leveling
 GL1013.and adjusted by the National Geodetic Survey in June 1991..
 GL1013
 GL1013.The geoid height was determined by GEOID03.
 GL1013
 GL1013.The dynamic height is computed by dividing the NAVD 88
 GL1013.geopotential number by the normal gravity value computed on the
 GL1013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL1013.degrees latitude (g = 980.6199 gals.).
 GL1013
 GL1013.The modeled gravity was interpolated from observed gravity values.
 GL1013
 GL1013;                    North         East    Units  Estimated Accuracy
 GL1013;SPC NM E     -   570,740.      236,320.      MT  (+/- 180 meters Scaled)
 GL1013
 GL1013                          SUPERSEDED SURVEY CONTROL
 GL1013
 GL1013  NGVD 29 (??/??/92) 1508.832  (m)         4950.23   (f) ADJ UNCH    2 0
 GL1013
 GL1013.Superseded values are not recommended for survey control.
 GL1013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1013.See file dsdata.txt to determine how the superseded data were derived.
 GL1013
 GL1013_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA312008(NAD 83)
 GL1013_MARKER: DB = BENCH MARK DISK
 GL1013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL1013_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL1013_STAMPING: K 281 1955
 GL1013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL1013+STABILITY: SURFACE MOTION
 GL1013
 GL1013  HISTORY     - Date     Condition        Report By
 GL1013  HISTORY     - 1955     MONUMENTED       CGS
 GL1013  HISTORY     - 1973     GOOD             USGS
 GL1013
 GL1013                          STATION DESCRIPTION
 GL1013
 GL1013'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 GL1013'11.1 MI SW FROM CLAPHAM.
 GL1013'10.1 MILES SOUTHWEST ALONG A WINDING GRADED DIRT ROAD FROM THE SCHOOL
 GL1013'AT CLAPHAM, THENCE 1.0 MILE NORTHWEST ALONG A PRIVATE ROAD, 163 FEET
 GL1013'NORTHEAST OF THE CENTER LINE OF A ROAD, SET IN THE TOP OF A CONCRETE
 GL1013'POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1005 ***********************************************************************
 GL1005  DESIGNATION -  K 282
 GL1005  PID         -  GL1005
 GL1005  STATE/COUNTY-  NM/UNION
 GL1005  USGS QUAD   -  GARCIA CREEK (1973)
 GL1005
 GL1005                         *CURRENT SURVEY CONTROL
 GL1005  ___________________________________________________________________
 GL1005* NAD 83(1986)-  36 11 55.     (N)    103 36 05.     (W)     SCALED    
 GL1005* NAVD 88     -      1664.307  (meters)    5460.31   (feet)  ADJUSTED  
 GL1005  ___________________________________________________________________
 GL1005  GEOID HEIGHT-         -20.62  (meters)                     GEOID03
 GL1005  DYNAMIC HT  -        1662.289 (meters)    5453.69  (feet)  COMP
 GL1005  MODELED GRAV-     979,360.2   (mgal)                       NAVD 88
 GL1005
 GL1005  VERT ORDER  -  SECOND    CLASS 0
 GL1005
 GL1005.The horizontal coordinates were scaled from a topographic map and have
 GL1005.an estimated accuracy of +/- 6 seconds.
 GL1005
 GL1005.The orthometric height was determined by differential leveling
 GL1005.and adjusted by the National Geodetic Survey in June 1991..
 GL1005
 GL1005.The geoid height was determined by GEOID03.
 GL1005
 GL1005.The dynamic height is computed by dividing the NAVD 88
 GL1005.geopotential number by the normal gravity value computed on the
 GL1005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL1005.degrees latitude (g = 980.6199 gals.).
 GL1005
 GL1005.The modeled gravity was interpolated from observed gravity values.
 GL1005
 GL1005;                    North         East    Units  Estimated Accuracy
 GL1005;SPC NM E     -   576,800.      230,820.      MT  (+/- 180 meters Scaled)
 GL1005
 GL1005                          SUPERSEDED SURVEY CONTROL
 GL1005
 GL1005  NGVD 29 (??/??/92) 1663.557  (m)         5457.85   (f) ADJ UNCH    2 0
 GL1005
 GL1005.Superseded values are not recommended for survey control.
 GL1005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1005.See file dsdata.txt to determine how the superseded data were derived.
 GL1005
 GL1005_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA257068(NAD 83)
 GL1005_MARKER: DB = BENCH MARK DISK
 GL1005_SETTING: 66 = SET IN ROCK OUTCROP
 GL1005_SP_SET: SANDSTONE LEDGE
 GL1005_STAMPING: K 282 1955
 GL1005_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GL1005+STABILITY: POSITION/ELEVATION WELL
 GL1005
 GL1005  HISTORY     - Date     Condition        Report By
 GL1005  HISTORY     - 1955     MONUMENTED       CGS
 GL1005
 GL1005                          STATION DESCRIPTION
 GL1005
 GL1005'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GL1005'18.3 MI W FROM CLAPHAM.
 GL1005'10.1 MILES SOUTHWEST ALONG A WINDING GRADED DIRT ROAD FROM THE SCHOOL
 GL1005'AT CLAPHAM, THENCE 6.2 MILES NORTHWEST ALONG A PRIVATE TRACK ROAD,
 GL1005'THENCE 2.0 MILES NORTH ALONG A PRIVATE TRACK ROAD, 178 FEET EAST OF
 GL1005'THE CENTER LINE OF A ROAD, 65.3 FEET NORTHEAST OF A WITNESS POST, SET
 GL1005'IN THE TOP OF A SANDSTONE LEDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0663 ***********************************************************************
 GL0663  DESIGNATION -  K 283
 GL0663  PID         -  GL0663
 GL0663  STATE/COUNTY-  NM/UNION
 GL0663  USGS QUAD   -  STEAD (1970)
 GL0663
 GL0663                         *CURRENT SURVEY CONTROL
 GL0663  ___________________________________________________________________
 GL0663* NAD 83(1986)-  36 06 04.     (N)    103 11 11.     (W)     SCALED    
 GL0663* NAVD 88     -      1402.648  (meters)    4601.85   (feet)  ADJUSTED  
 GL0663  ___________________________________________________________________
 GL0663  GEOID HEIGHT-         -22.56  (meters)                     GEOID03
 GL0663  DYNAMIC HT  -        1400.971 (meters)    4596.35  (feet)  COMP
 GL0663  MODELED GRAV-     979,388.0   (mgal)                       NAVD 88
 GL0663
 GL0663  VERT ORDER  -  SECOND    CLASS 0
 GL0663
 GL0663.The horizontal coordinates were scaled from a topographic map and have
 GL0663.an estimated accuracy of +/- 6 seconds.
 GL0663
 GL0663.The orthometric height was determined by differential leveling
 GL0663.and adjusted by the National Geodetic Survey in June 1991..
 GL0663
 GL0663.The geoid height was determined by GEOID03.
 GL0663
 GL0663.The dynamic height is computed by dividing the NAVD 88
 GL0663.geopotential number by the normal gravity value computed on the
 GL0663.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0663.degrees latitude (g = 980.6199 gals.).
 GL0663
 GL0663.The modeled gravity was interpolated from observed gravity values.
 GL0663
 GL0663;                    North         East    Units  Estimated Accuracy
 GL0663;SPC NM E     -   566,350.      268,270.      MT  (+/- 180 meters Scaled)
 GL0663
 GL0663                          SUPERSEDED SURVEY CONTROL
 GL0663
 GL0663  NGVD 29 (??/??/92) 1401.964  (m)         4599.61   (f) ADJ UNCH    2 0
 GL0663
 GL0663.Superseded values are not recommended for survey control.
 GL0663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0663.See file dsdata.txt to determine how the superseded data were derived.
 GL0663
 GL0663_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFV632966(NAD 83)
 GL0663_MARKER: DB = BENCH MARK DISK
 GL0663_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0663_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0663_STAMPING: K 283 1955
 GL0663_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0663+STABILITY: SURFACE MOTION
 GL0663
 GL0663  HISTORY     - Date     Condition        Report By
 GL0663  HISTORY     - 1955     MONUMENTED       CGS
 GL0663
 GL0663                          STATION DESCRIPTION
 GL0663
 GL0663'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GL0663'24.6 MI S FROM CLAYTON.
 GL0663'23.3 MILES SOUTH ALONG STATE HIGHWAY 18 FROM THE COURTHOUSE AT
 GL0663'CLAYTON, THENCE 1.3 MILES SOUTH ALONG A DIRT ROAD, 141 FEET WEST OF
 GL0663'THE CENTER LINE OF A NORTH AND SOUTH ROAD, 111.3 FEET SOUTH OF THE
 GL0663'SOUTHWEST CORNER OF A RANCH HOUSE, 5.5 FEET EAST OF THE SOUTHEAST
 GL0663'CORNER OF A TOOL SHED, 161 FEET NORTH OF THE CENTER LINE OF AN EAST
 GL0663'AND WEST ROAD, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4
 GL0663'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0852 ***********************************************************************
 GL0852  DESIGNATION -  K 284
 GL0852  PID         -  GL0852
 GL0852  STATE/COUNTY-  NM/UNION
 GL0852  USGS QUAD   -  SEDAN SE (1970)
 GL0852
 GL0852                         *CURRENT SURVEY CONTROL
 GL0852  ___________________________________________________________________
 GL0852* NAD 83(1986)-  36 00 48.     (N)    103 03 39.     (W)     SCALED    
 GL0852* NAVD 88     -      1359.258  (meters)    4459.50   (feet)  ADJUSTED  
 GL0852  ___________________________________________________________________
 GL0852  GEOID HEIGHT-         -23.17  (meters)                     GEOID03
 GL0852  DYNAMIC HT  -        1357.633 (meters)    4454.17  (feet)  COMP
 GL0852  MODELED GRAV-     979,390.4   (mgal)                       NAVD 88
 GL0852
 GL0852  VERT ORDER  -  SECOND    CLASS 0
 GL0852
 GL0852.The horizontal coordinates were scaled from a topographic map and have
 GL0852.an estimated accuracy of +/- 6 seconds.
 GL0852
 GL0852.The orthometric height was determined by differential leveling
 GL0852.and adjusted by the National Geodetic Survey in June 1991..
 GL0852
 GL0852.The geoid height was determined by GEOID03.
 GL0852
 GL0852.The dynamic height is computed by dividing the NAVD 88
 GL0852.geopotential number by the normal gravity value computed on the
 GL0852.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0852.degrees latitude (g = 980.6199 gals.).
 GL0852
 GL0852.The modeled gravity was interpolated from observed gravity values.
 GL0852
 GL0852;                    North         East    Units  Estimated Accuracy
 GL0852;SPC NM E     -   556,750.      279,710.      MT  (+/- 180 meters Scaled)
 GL0852
 GL0852                          SUPERSEDED SURVEY CONTROL
 GL0852
 GL0852  NGVD 29 (??/??/92) 1358.592  (m)         4457.31   (f) ADJ UNCH    2 0
 GL0852
 GL0852.Superseded values are not recommended for survey control.
 GL0852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0852.See file dsdata.txt to determine how the superseded data were derived.
 GL0852
 GL0852_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFV747871(NAD 83)
 GL0852_MARKER: DB = BENCH MARK DISK
 GL0852_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0852_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0852_STAMPING: K 284 1955
 GL0852_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0852+STABILITY: SURFACE MOTION
 GL0852
 GL0852  HISTORY     - Date     Condition        Report By
 GL0852  HISTORY     - 1955     MONUMENTED       CGS
 GL0852
 GL0852                          STATION DESCRIPTION
 GL0852
 GL0852'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GL0852'26.8 MI S FROM TEXLINE.
 GL0852'16.8 MILES SOUTH ALONG FARM ROAD 296 FROM THE FORT WORTH AND DENVER
 GL0852'CITY RAILROAD STATION AT TEXLINE, THENCE 4.1 MILES SOUTH ALONG A
 GL0852'GRADED DIRT ROAD, THENCE 0.5 MILE SOUTH ALONG A PRIVATE DIRT ROAD,
 GL0852'THENCE 4.3 MILES SOUTH ALONG A FENCE WHICH IS ON THE NEW MEXICO AND
 GL0852'TEXAS STATE LINE, THENCE 0.3 MILE WEST ALONG A SANDY TRACK ROAD,
 GL0852'THENCE 0.8 MILE WEST ACROSS A PASTURE, 0.2 MILE EAST OF A WINDMILL,
 GL0852'5.5 FEET WEST OF A NORTH AND SOUTH FENCE, 9 FEET SOUTH OF A FENCE
 GL0852'LEADING WEST, 2.5 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A
 GL0852'CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0545 ***********************************************************************
 FM0545  DESIGNATION -  K 285
 FM0545  PID         -  FM0545
 FM0545  STATE/COUNTY-  NM/UNION
 FM0545  USGS QUAD   -  CENTERVILLE CORNER (1971)
 FM0545
 FM0545                         *CURRENT SURVEY CONTROL
 FM0545  ___________________________________________________________________
 FM0545* NAD 83(1986)-  35 51 22.     (N)    103 10 41.     (W)     SCALED    
 FM0545* NAVD 88     -      1376.139  (meters)    4514.88   (feet)  ADJUSTED  
 FM0545  ___________________________________________________________________
 FM0545  GEOID HEIGHT-         -22.71  (meters)                     GEOID03
 FM0545  DYNAMIC HT  -        1374.498 (meters)    4509.50  (feet)  COMP
 FM0545  MODELED GRAV-     979,392.3   (mgal)                       NAVD 88
 FM0545
 FM0545  VERT ORDER  -  SECOND    CLASS 0
 FM0545
 FM0545.The horizontal coordinates were scaled from a topographic map and have
 FM0545.an estimated accuracy of +/- 6 seconds.
 FM0545
 FM0545.The orthometric height was determined by differential leveling
 FM0545.and adjusted by the National Geodetic Survey in June 1991..
 FM0545
 FM0545.The geoid height was determined by GEOID03.
 FM0545
 FM0545.The dynamic height is computed by dividing the NAVD 88
 FM0545.geopotential number by the normal gravity value computed on the
 FM0545.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0545.degrees latitude (g = 980.6199 gals.).
 FM0545
 FM0545.The modeled gravity was interpolated from observed gravity values.
 FM0545
 FM0545;                    North         East    Units  Estimated Accuracy
 FM0545;SPC NM E     -   539,170.      269,350.      MT  (+/- 180 meters Scaled)
 FM0545
 FM0545                          SUPERSEDED SURVEY CONTROL
 FM0545
 FM0545  NGVD 29 (??/??/92) 1375.493  (m)         4512.76   (f) ADJ UNCH    2 0
 FM0545
 FM0545.Superseded values are not recommended for survey control.
 FM0545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0545.See file dsdata.txt to determine how the superseded data were derived.
 FM0545
 FM0545_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFV645695(NAD 83)
 FM0545_MARKER: DB = BENCH MARK DISK
 FM0545_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 FM0545_SP_SET: 12.2 FEET
 FM0545_STAMPING: K 285 1955
 FM0545_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FM0545
 FM0545  HISTORY     - Date     Condition        Report By
 FM0545  HISTORY     - 1955     MONUMENTED       CGS
 FM0545
 FM0545                          STATION DESCRIPTION
 FM0545
 FM0545'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 FM0545'5.6 MI S FROM AMISTAD.
 FM0545'0.3 MILE WEST ALONG AN OILED ROAD FROM THE PUBLIC SCHOOL AT AMISTAD,
 FM0545'THENCE 4.3 MILES SOUTH ALONG STATE HIGHWAY 18, THENCE 1.0 MILE WEST
 FM0545'ALONG STATE HIGHWAY 65, 47 FEET SOUTH OF THE CENTER LINE OF THE
 FM0545'HIGHWAY, 56 FEET EAST OF THE CENTER OF A WIRE GATE, 56 FEET EAST OF
 FM0545'THE CENTER LINE OF A TRACK ROAD LEADING SOUTH, 48 FEET EAST OF A
 FM0545'FENCE, 2 FEET NORTH OF A FENCE, 2 FEET WEST OF A WITNESS POST, 0.2
 FM0545'FOOT ABOVE THE GROUND, CLAMPED ON THE TOP OF A 1/2 INCH COPPER COATED
 FM0545'STEEL ROD WHICH IS DRIVEN 12.2 FEET IN THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0759 ***********************************************************************
 FM0759  DESIGNATION -  K 286
 FM0759  PID         -  FM0759
 FM0759  STATE/COUNTY-  NM/HARDING
 FM0759  USGS QUAD   -  INDIAN BATHTUB (1973)
 FM0759
 FM0759                         *CURRENT SURVEY CONTROL
 FM0759  ___________________________________________________________________
 FM0759* NAD 83(1986)-  35 49 52.     (N)    103 31 53.     (W)     SCALED    
 FM0759* NAVD 88     -      1408.159  (meters)    4619.94   (feet)  ADJUSTED  
 FM0759  ___________________________________________________________________
 FM0759  GEOID HEIGHT-         -21.56  (meters)                     GEOID03
 FM0759  DYNAMIC HT  -        1406.475 (meters)    4614.41  (feet)  COMP
 FM0759  MODELED GRAV-     979,387.3   (mgal)                       NAVD 88
 FM0759
 FM0759  VERT ORDER  -  SECOND    CLASS 0
 FM0759
 FM0759.The horizontal coordinates were scaled from a topographic map and have
 FM0759.an estimated accuracy of +/- 6 seconds.
 FM0759
 FM0759.The orthometric height was determined by differential leveling
 FM0759.and adjusted by the National Geodetic Survey in June 1991..
 FM0759
 FM0759.The geoid height was determined by GEOID03.
 FM0759
 FM0759.The dynamic height is computed by dividing the NAVD 88
 FM0759.geopotential number by the normal gravity value computed on the
 FM0759.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0759.degrees latitude (g = 980.6199 gals.).
 FM0759
 FM0759.The modeled gravity was interpolated from observed gravity values.
 FM0759
 FM0759;                    North         East    Units  Estimated Accuracy
 FM0759;SPC NM E     -   536,080.      237,450.      MT  (+/- 180 meters Scaled)
 FM0759
 FM0759                          SUPERSEDED SURVEY CONTROL
 FM0759
 FM0759  NGVD 29 (??/??/92) 1407.503  (m)         4617.78   (f) ADJ UNCH    2 0
 FM0759
 FM0759.Superseded values are not recommended for survey control.
 FM0759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0759.See file dsdata.txt to determine how the superseded data were derived.
 FM0759
 FM0759_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFV326662(NAD 83)
 FM0759_MARKER: DB = BENCH MARK DISK
 FM0759_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0759_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0759_STAMPING: K 286 1955
 FM0759_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0759+STABILITY: SURFACE MOTION
 FM0759
 FM0759  HISTORY     - Date     Condition        Report By
 FM0759  HISTORY     - 1955     MONUMENTED       CGS
 FM0759
 FM0759                          STATION DESCRIPTION
 FM0759
 FM0759'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 FM0759'5.1 MI W FROM ROSEBUD.
 FM0759'5.1 MILES WEST ALONG STATE HIGHWAY 65 FROM THE PUBLIC SCHOOL AT
 FM0759'ROSEBUD, 69 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 121.7 FEET
 FM0759'SOUTHWEST OF THE SOUTHWEST CORNER OF A CATTLE GUARD, 101.4 FEET WEST
 FM0759'OF A FENCE, 2.4 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A
 FM0759'CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0567 ***********************************************************************
 FM0567  DESIGNATION -  K 287
 FM0567  PID         -  FM0567
 FM0567  STATE/COUNTY-  NM/UNION
 FM0567  USGS QUAD   -  HAYDEN (1966)
 FM0567
 FM0567                         *CURRENT SURVEY CONTROL
 FM0567  ___________________________________________________________________
 FM0567* NAD 83(1986)-  35 59 56.     (N)    103 18 38.     (W)     SCALED    
 FM0567* NAVD 88     -      1473.931  (meters)    4835.72   (feet)  ADJUSTED  
 FM0567  ___________________________________________________________________
 FM0567  GEOID HEIGHT-         -22.05  (meters)                     GEOID03
 FM0567  DYNAMIC HT  -        1472.164 (meters)    4829.92  (feet)  COMP
 FM0567  MODELED GRAV-     979,381.6   (mgal)                       NAVD 88
 FM0567
 FM0567  VERT ORDER  -  SECOND    CLASS 0
 FM0567
 FM0567.The horizontal coordinates were scaled from a topographic map and have
 FM0567.an estimated accuracy of +/- 6 seconds.
 FM0567
 FM0567.The orthometric height was determined by differential leveling
 FM0567.and adjusted by the National Geodetic Survey in June 1991..
 FM0567
 FM0567.The geoid height was determined by GEOID03.
 FM0567
 FM0567.The dynamic height is computed by dividing the NAVD 88
 FM0567.geopotential number by the normal gravity value computed on the
 FM0567.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0567.degrees latitude (g = 980.6199 gals.).
 FM0567
 FM0567.The modeled gravity was interpolated from observed gravity values.
 FM0567
 FM0567;                    North         East    Units  Estimated Accuracy
 FM0567;SPC NM E     -   554,880.      257,210.      MT  (+/- 180 meters Scaled)
 FM0567
 FM0567                          SUPERSEDED SURVEY CONTROL
 FM0567
 FM0567  NGVD 29 (??/??/92) 1473.250  (m)         4833.49   (f) ADJ UNCH    2 0
 FM0567
 FM0567.Superseded values are not recommended for survey control.
 FM0567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0567.See file dsdata.txt to determine how the superseded data were derived.
 FM0567
 FM0567_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFV522851(NAD 83)
 FM0567_MARKER: DB = BENCH MARK DISK
 FM0567_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0567_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0567_STAMPING: K 287 1955
 FM0567_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0567+STABILITY: SURFACE MOTION
 FM0567
 FM0567  HISTORY     - Date     Condition        Report By
 FM0567  HISTORY     - 1955     MONUMENTED       CGS
 FM0567
 FM0567                          STATION DESCRIPTION
 FM0567
 FM0567'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 FM0567'13.4 MI NW FROM AMISTAD.
 FM0567'0.3 MILE WEST ALONG AN OILED ROAD FROM THE PUBLIC SCHOOL AT AMISTAD,
 FM0567'THENCE 7.1 MILES NORTH ALONG STATE HIGHWAY 18, THENCE 6.0 MILES WEST
 FM0567'ALONG STATE HIGHWAY 57, 51 FEET WEST OF THE CENTER LINE OF A PRIVATE
 FM0567'ROAD, 22.2 FEET WEST OF A FENCE, 27.3 FEET NORTHWEST OF A FENCE
 FM0567'CORNER, 64 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 2 FEET EAST
 FM0567'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 FM0567'0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0884 ***********************************************************************
 GL0884  DESIGNATION -  K 288
 GL0884  PID         -  GL0884
 GL0884  STATE/COUNTY-  NM/UNION
 GL0884  USGS QUAD   -  GLADSTONE NW (1973)
 GL0884
 GL0884                         *CURRENT SURVEY CONTROL
 GL0884  ___________________________________________________________________
 GL0884* NAD 83(1986)-  36 26 35.     (N)    103 59 21.     (W)     SCALED    
 GL0884* NAVD 88     -      1902.511  (meters)    6241.82   (feet)  ADJUSTED  
 GL0884  ___________________________________________________________________
 GL0884  GEOID HEIGHT-         -19.01  (meters)                     GEOID03
 GL0884  DYNAMIC HT  -        1900.138 (meters)    6234.04  (feet)  COMP
 GL0884  MODELED GRAV-     979,315.8   (mgal)                       NAVD 88
 GL0884
 GL0884  VERT ORDER  -  SECOND    CLASS 0
 GL0884
 GL0884.The horizontal coordinates were scaled from a topographic map and have
 GL0884.an estimated accuracy of +/- 6 seconds.
 GL0884
 GL0884.The orthometric height was determined by differential leveling
 GL0884.and adjusted by the National Geodetic Survey in June 1991..
 GL0884
 GL0884.The geoid height was determined by GEOID03.
 GL0884
 GL0884.The dynamic height is computed by dividing the NAVD 88
 GL0884.geopotential number by the normal gravity value computed on the
 GL0884.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0884.degrees latitude (g = 980.6199 gals.).
 GL0884
 GL0884.The modeled gravity was interpolated from observed gravity values.
 GL0884
 GL0884;                    North         East    Units  Estimated Accuracy
 GL0884;SPC NM E     -   603,730.      195,850.      MT  (+/- 180 meters Scaled)
 GL0884
 GL0884                          SUPERSEDED SURVEY CONTROL
 GL0884
 GL0884  NGVD 29 (??/??/92) 1901.656  (m)         6239.02   (f) ADJ UNCH    2 0
 GL0884
 GL0884.Superseded values are not recommended for survey control.
 GL0884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0884.See file dsdata.txt to determine how the superseded data were derived.
 GL0884
 GL0884_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEA905335(NAD 83)
 GL0884_MARKER: DB = BENCH MARK DISK
 GL0884_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0884_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0884_STAMPING: K 288 1955
 GL0884_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0884+STABILITY: SURFACE MOTION
 GL0884
 GL0884  HISTORY     - Date     Condition        Report By
 GL0884  HISTORY     - 1955     MONUMENTED       CGS
 GL0884  HISTORY     - 1973     GOOD             USGS
 GL0884
 GL0884                          STATION DESCRIPTION
 GL0884
 GL0884'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GL0884'8.7 MI W FROM SOFIA.
 GL0884'2.1 MILES WEST ALONG A GRADED DIRT ROAD FROM THE SCHOOLHOUSE AT SOFIA,
 GL0884'THENCE 5.0 MILES WEST ALONG A TRACK ROAD, THENCE 1.6 MILES WEST ALONG
 GL0884'A DIM TRACK ROAD, 0.1 MILE SOUTHWEST OF THE TOP OF A HILL, 355 FEET
 GL0884'SOUTHEAST OF A FENCE CORNER, 46 FEET SOUTHEAST OF THE CENTER LINE OF A
 GL0884'DIM TRACK ROAD, 2.1 FEET SOUTHWEST OF A WITNESS POST, SET IN THE TOP
 GL0884'OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND. NOTE--
 GL0884'THE SCHOOL HOUSE AT SOFIA HAS BEEN ABANDONED.  THE STARTING POINT IS
 GL0884'NOW THE CROSSROADS AT SOFIA, WHICH IS 0.4 MILE EAST OF THE SITE OF THE
 GL0884'SCHOOL HOUSE.
 GL0884
 GL0884                          STATION RECOVERY (1973)
 GL0884
 GL0884'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 GL0884'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0915 ***********************************************************************
 GL0915  DESIGNATION -  K 289
 GL0915  PID         -  GL0915
 GL0915  STATE/COUNTY-  NM/UNION
 GL0915  USGS QUAD   -  GLADSTONE (1977)
 GL0915
 GL0915                         *CURRENT SURVEY CONTROL
 GL0915  ___________________________________________________________________
 GL0915* NAD 83(1986)-  36 18 18.     (N)    103 59 26.     (W)     SCALED    
 GL0915* NAVD 88     -      1800.377  (meters)    5906.74   (feet)  ADJUSTED  
 GL0915  ___________________________________________________________________
 GL0915  GEOID HEIGHT-         -19.18  (meters)                     GEOID03
 GL0915  DYNAMIC HT  -        1798.150 (meters)    5899.43  (feet)  COMP
 GL0915  MODELED GRAV-     979,330.6   (mgal)                       NAVD 88
 GL0915
 GL0915  VERT ORDER  -  SECOND    CLASS 0
 GL0915
 GL0915.The horizontal coordinates were scaled from a topographic map and have
 GL0915.an estimated accuracy of +/- 6 seconds.
 GL0915
 GL0915.The orthometric height was determined by differential leveling
 GL0915.and adjusted by the National Geodetic Survey in June 1991..
 GL0915
 GL0915.The geoid height was determined by GEOID03.
 GL0915
 GL0915.The dynamic height is computed by dividing the NAVD 88
 GL0915.geopotential number by the normal gravity value computed on the
 GL0915.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0915.degrees latitude (g = 980.6199 gals.).
 GL0915
 GL0915.The modeled gravity was interpolated from observed gravity values.
 GL0915
 GL0915;                    North         East    Units  Estimated Accuracy
 GL0915;SPC NM E     -   588,410.      195,780.      MT  (+/- 180 meters Scaled)
 GL0915
 GL0915                          SUPERSEDED SURVEY CONTROL
 GL0915
 GL0915  NGVD 29 (??/??/92) 1799.582  (m)         5904.13   (f) ADJ UNCH    2 0
 GL0915
 GL0915.Superseded values are not recommended for survey control.
 GL0915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0915.See file dsdata.txt to determine how the superseded data were derived.
 GL0915
 GL0915_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEA906182(NAD 83)
 GL0915_MARKER: DB = BENCH MARK DISK
 GL0915_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0915_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0915_STAMPING: K 289 1955
 GL0915_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0915+STABILITY: SURFACE MOTION
 GL0915
 GL0915  HISTORY     - Date     Condition        Report By
 GL0915  HISTORY     - 1955     MONUMENTED       CGS
 GL0915
 GL0915                          STATION DESCRIPTION
 GL0915
 GL0915'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GL0915'1.0 MI W FROM GLADSTONE.
 GL0915'1.0 MILE WEST ALONG STATE HIGHWAY 58 FROM THE POST OFFICE AT
 GL0915'GLADSTONE, 82 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 34 FEET
 GL0915'EAST OF THE CENTER LINE OF A ROAD LEADING NORTH, 42.2 FEET NORTH OF A
 GL0915'POWER POLE, 42.2 FEET NORTH OF A FENCE CORNER, 1.5 FEET WEST OF A
 GL0915'FENCE, 2 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 GL0915'POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.  NOTE-- STATE HIGHWAY
 GL0915'58 HAS BEEN CHANGED TO U.S. HIGHWAY 56.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0077 ***********************************************************************
 GM0077  DESIGNATION -  K 290
 GM0077  PID         -  GM0077
 GM0077  STATE/COUNTY-  NM/COLFAX
 GM0077  USGS QUAD   -  TAYLOR SPRINGS (1965)
 GM0077
 GM0077                         *CURRENT SURVEY CONTROL
 GM0077  ___________________________________________________________________
 GM0077* NAD 83(1986)-  36 18 53.     (N)    104 24 08.     (W)     SCALED    
 GM0077* NAVD 88     -      1798.162  (meters)    5899.47   (feet)  ADJUSTED  
 GM0077  ___________________________________________________________________
 GM0077  GEOID HEIGHT-         -18.97  (meters)                     GEOID03
 GM0077  DYNAMIC HT  -        1795.898 (meters)    5892.04  (feet)  COMP
 GM0077  MODELED GRAV-     979,309.0   (mgal)                       NAVD 88
 GM0077
 GM0077  VERT ORDER  -  SECOND    CLASS 0
 GM0077
 GM0077.The horizontal coordinates were scaled from a topographic map and have
 GM0077.an estimated accuracy of +/- 6 seconds.
 GM0077
 GM0077.The orthometric height was determined by differential leveling
 GM0077.and adjusted by the National Geodetic Survey in June 1991..
 GM0077
 GM0077.The geoid height was determined by GEOID03.
 GM0077
 GM0077.The dynamic height is computed by dividing the NAVD 88
 GM0077.geopotential number by the normal gravity value computed on the
 GM0077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GM0077.degrees latitude (g = 980.6199 gals.).
 GM0077
 GM0077.The modeled gravity was interpolated from observed gravity values.
 GM0077
 GM0077;                    North         East    Units  Estimated Accuracy
 GM0077;SPC NM E     -   589,440.      158,810.      MT  (+/- 180 meters Scaled)
 GM0077
 GM0077                          SUPERSEDED SURVEY CONTROL
 GM0077
 GM0077  NGVD 29 (??/??/92) 1797.364  (m)         5896.85   (f) ADJ UNCH    2 0
 GM0077
 GM0077.Superseded values are not recommended for survey control.
 GM0077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0077.See file dsdata.txt to determine how the superseded data were derived.
 GM0077
 GM0077_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEA536190(NAD 83)
 GM0077_MARKER: DB = BENCH MARK DISK
 GM0077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GM0077_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GM0077_STAMPING: K 290 1956
 GM0077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GM0077+STABILITY: SURFACE MOTION
 GM0077
 GM0077  HISTORY     - Date     Condition        Report By
 GM0077  HISTORY     - 1956     MONUMENTED       CGS
 GM0077
 GM0077                          STATION DESCRIPTION
 GM0077
 GM0077'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 GM0077'5.3 MI E FROM TAYLOR SPRINGS.
 GM0077'5.3 MILES EAST ALONG STATE HIGHWAY 58 FROM THE SECTION FOREMANS HOUSE
 GM0077'AT TAYLOR SPRINGS, 143 YARDS WEST OF THE SOUTH END OF A PIPE CULVERT,
 GM0077'93 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 18.5 FEET SOUTH OF A
 GM0077'FENCE, 30 FEET EAST OF THE CENTER OF A WIRE GATE, 2 FEET NORTH OF A
 GM0077'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6
 GM0077'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0179 ***********************************************************************
 FN0179  DESIGNATION -  K 291
 FN0179  PID         -  FN0179
 FN0179  STATE/COUNTY-  NM/SAN MIGUEL
 FN0179  USGS QUAD   -  EL PORVENIR (1961)
 FN0179
 FN0179                         *CURRENT SURVEY CONTROL
 FN0179  ___________________________________________________________________
 FN0179* NAD 83(1986)-  35 41 57.     (N)    105 24 55.     (W)     SCALED    
 FN0179* NAVD 88     -      2276.309  (meters)    7468.19   (feet)  ADJUSTED  
 FN0179  ___________________________________________________________________
 FN0179  GEOID HEIGHT-         -17.81  (meters)                     GEOID03
 FN0179  DYNAMIC HT  -        2273.056 (meters)    7457.52  (feet)  COMP
 FN0179  MODELED GRAV-     979,122.0   (mgal)                       NAVD 88
 FN0179
 FN0179  VERT ORDER  -  SECOND    CLASS 0
 FN0179
 FN0179.The horizontal coordinates were scaled from a topographic map and have
 FN0179.an estimated accuracy of +/- 6 seconds.
 FN0179
 FN0179.The orthometric height was determined by differential leveling
 FN0179.and adjusted by the National Geodetic Survey in June 1991..
 FN0179
 FN0179.The geoid height was determined by GEOID03.
 FN0179
 FN0179.The dynamic height is computed by dividing the NAVD 88
 FN0179.geopotential number by the normal gravity value computed on the
 FN0179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FN0179.degrees latitude (g = 980.6199 gals.).
 FN0179
 FN0179.The modeled gravity was interpolated from observed gravity values.
 FN0179
 FN0179;                    North         East    Units  Estimated Accuracy
 FN0179;SPC NM E     -   521,680.       67,090.      MT  (+/- 180 meters Scaled)
 FN0179
 FN0179                          SUPERSEDED SURVEY CONTROL
 FN0179
 FN0179  NGVD 29 (??/??/92) 2275.231  (m)         7464.65   (f) ADJ UNCH    2 0
 FN0179
 FN0179.Superseded values are not recommended for survey control.
 FN0179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0179.See file dsdata.txt to determine how the superseded data were derived.
 FN0179
 FN0179_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV624506(NAD 83)
 FN0179_MARKER: DB = BENCH MARK DISK
 FN0179_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FN0179_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FN0179_STAMPING: K 291 1957
 FN0179_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FN0179+STABILITY: SURFACE MOTION
 FN0179
 FN0179  HISTORY     - Date     Condition        Report By
 FN0179  HISTORY     - 1957     MONUMENTED       CGS
 FN0179
 FN0179                          STATION DESCRIPTION
 FN0179
 FN0179'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FN0179'0.65 MI SE FROM LAS GALLINAS RANGER STA.
 FN0179'0.65 MILE SOUTHEAST ALONG STATE ROAD 65 FROM LAS GALLINAS RANGER
 FN0179'STATION, AT A JUNCTION WITH A DIRT ROAD LEADING SOUTH TO MINERAL HILL,
 FN0179'272 FEET WEST OF THE CENTER OF A ROAD JUNCTION, 80 FEET SOUTHEAST OF
 FN0179'THE EXTENDED CENTER LINE OF A ROAD LEADING TO EL PORVENIR LODGE, 63
 FN0179'FEET SOUTH OF THE CENTER LINE OF THE STATE ROAD, 1.6 FEET NORTH OF A
 FN0179'FENCE, 2 FEET EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 FN0179'POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND, IN SECTION 13, TOWNSHIP
 FN0179'17 NORTH, RANGE 14 EAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1060 ***********************************************************************
 GL1060  DESIGNATION -  K 291
 GL1060  PID         -  GL1060
 GL1060  STATE/COUNTY-  NM/UNION
 GL1060  USGS QUAD   -  GRENVILLE (1973)
 GL1060
 GL1060                         *CURRENT SURVEY CONTROL
 GL1060  ___________________________________________________________________
 GL1060* NAD 83(1986)-  36 35 24.     (N)    103 36 30.     (W)     SCALED    
 GL1060* NAVD 88     -      1815.096  (meters)    5955.03   (feet)  ADJUSTED  
 GL1060  ___________________________________________________________________
 GL1060  GEOID HEIGHT-         -20.08  (meters)                     GEOID03
 GL1060  DYNAMIC HT  -        1812.887 (meters)    5947.78  (feet)  COMP
 GL1060  MODELED GRAV-     979,349.8   (mgal)                       NAVD 88
 GL1060
 GL1060  VERT ORDER  -  FIRST     CLASS II
 GL1060
 GL1060.The horizontal coordinates were scaled from a topographic map and have
 GL1060.an estimated accuracy of +/- 6 seconds.
 GL1060
 GL1060.The orthometric height was determined by differential leveling
 GL1060.and adjusted by the National Geodetic Survey in June 1991..
 GL1060
 GL1060.The geoid height was determined by GEOID03.
 GL1060
 GL1060.The dynamic height is computed by dividing the NAVD 88
 GL1060.geopotential number by the normal gravity value computed on the
 GL1060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL1060.degrees latitude (g = 980.6199 gals.).
 GL1060
 GL1060.The modeled gravity was interpolated from observed gravity values.
 GL1060
 GL1060;                    North         East    Units  Estimated Accuracy
 GL1060;SPC NM E     -   620,230.      229,870.      MT  (+/- 180 meters Scaled)
 GL1060
 GL1060                          SUPERSEDED SURVEY CONTROL
 GL1060
 GL1060  NGVD 29 (??/??/92) 1814.232  (m)         5952.19   (f) ADJ UNCH    1 2
 GL1060
 GL1060.Superseded values are not recommended for survey control.
 GL1060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1060.See file dsdata.txt to determine how the superseded data were derived.
 GL1060
 GL1060_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA244502(NAD 83)
 GL1060_MARKER: DB = BENCH MARK DISK
 GL1060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL1060_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL1060_STAMPING: K 291 1955
 GL1060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL1060+STABILITY: SURFACE MOTION
 GL1060_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GL1060+SATELLITE: SATELLITE OBSERVATIONS - August 10, 2005
 GL1060
 GL1060  HISTORY     - Date     Condition        Report By
 GL1060  HISTORY     - 1955     MONUMENTED       CGS
 GL1060  HISTORY     - 1973     GOOD             USGS
 GL1060  HISTORY     - 20040806 GOOD             USPSQD
 GL1060  HISTORY     - 20050810 GOOD             USPSQD
 GL1060
 GL1060                          STATION DESCRIPTION
 GL1060
 GL1060'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 GL1060'0.3 MI SE FROM GRENVILLE.
 GL1060'GRENVILLE, 0.3 MILE SOUTHEAST OF ALONG THE COLORADO AND SOUTHERN
 GL1060'RAILWAY, 0.3 MILE WEST OF A WINDMILL, 245 FEET NORTHEAST OF THE
 GL1060'CENTERLINE OF U.S. HIGHWAY 64 AND 87, 93 FEET SOUTHWEST OF THE
 GL1060'SOUTHWEST RAIL, 13 FEET SOUTHEAST OF A TELEPHONE POLE, SET IN THE TOP
 GL1060'OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE GROUND, A STANDARD DISK
 GL1060'STAMPED K 291 1955.
 GL1060
 GL1060                          STATION RECOVERY (2004)
 GL1060
 GL1060'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 GL1060'RECOVERED IN GOOD CONDITION.
 GL1060
 GL1060                          STATION RECOVERY (2005)
 GL1060
 GL1060'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 GL1060'FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0646 ***********************************************************************
 GL0646  DESIGNATION -  K 292
 GL0646  PID         -  GL0646
 GL0646  STATE/COUNTY-  NM/UNION
 GL0646  USGS QUAD   -  BLACK CANYON (1966)
 GL0646
 GL0646                         *CURRENT SURVEY CONTROL
 GL0646  ___________________________________________________________________
 GL0646* NAD 83(1986)-  36 25 25.     (N)    103 27 02.     (W)     SCALED    
 GL0646* NAVD 88     -      1646.137  (meters)    5400.70   (feet)  ADJUSTED  
 GL0646  ___________________________________________________________________
 GL0646  GEOID HEIGHT-         -20.96  (meters)                     GEOID03
 GL0646  DYNAMIC HT  -        1644.154 (meters)    5394.20  (feet)  COMP
 GL0646  MODELED GRAV-     979,368.5   (mgal)                       NAVD 88
 GL0646
 GL0646  VERT ORDER  -  SECOND    CLASS 0
 GL0646
 GL0646.The horizontal coordinates were scaled from a topographic map and have
 GL0646.an estimated accuracy of +/- 6 seconds.
 GL0646
 GL0646.The orthometric height was determined by differential leveling
 GL0646.and adjusted by the National Geodetic Survey in June 1991..
 GL0646
 GL0646.The geoid height was determined by GEOID03.
 GL0646
 GL0646.The dynamic height is computed by dividing the NAVD 88
 GL0646.geopotential number by the normal gravity value computed on the
 GL0646.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0646.degrees latitude (g = 980.6199 gals.).
 GL0646
 GL0646.The modeled gravity was interpolated from observed gravity values.
 GL0646
 GL0646;                    North         East    Units  Estimated Accuracy
 GL0646;SPC NM E     -   601,880.      244,160.      MT  (+/- 180 meters Scaled)
 GL0646
 GL0646                          SUPERSEDED SURVEY CONTROL
 GL0646
 GL0646  NGVD 29 (??/??/92) 1645.347  (m)         5398.11   (f) ADJ UNCH    2 0
 GL0646
 GL0646.Superseded values are not recommended for survey control.
 GL0646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0646.See file dsdata.txt to determine how the superseded data were derived.
 GL0646
 GL0646_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA389320(NAD 83)
 GL0646_MARKER: DB = BENCH MARK DISK
 GL0646_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GL0646_SP_SET: 26 FEET
 GL0646_STAMPING: K 292 1955
 GL0646_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GL0646
 GL0646  HISTORY     - Date     Condition        Report By
 GL0646  HISTORY     - 1955     MONUMENTED       CGS
 GL0646
 GL0646                          STATION DESCRIPTION
 GL0646
 GL0646'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GL0646'9.0 MI S FROM MOUNT DORA.
 GL0646'0.2 MILE NORTHWEST ALONG THE COLORADO AND SOUTHERN RAILROAD FROM THE
 GL0646'WATER TANK AT MOUNT DORA, THENCE 5.8 MILES SOUTH ALONG A GRADED DIRT
 GL0646'ROAD, THENCE 1.0 MILE EAST ALONG A GRADED DIRT ROAD, THENCE 1.0 MILE
 GL0646'SOUTH ALONG A GRADED DIRT ROAD, THENCE 1.0 MILE EAST ALONG A GRADED
 GL0646'DIRT ROAD, 148.6 FEET EAST OF BENCH MARK J 292, 126 FEET EAST OF THE
 GL0646'CENTER LINE OF A GRADED DIRT ROAD LEADING SOUTH, 94.0 FEET EAST OF A
 GL0646'FENCE, 58.9 FEET SOUTH OF A FENCE, 85 FEET SOUTH OF THE CENTER LINE OF
 GL0646'AN EAST AND WEST GRADED DIRT ROAD, 31.5 FEET NORTH OF THE NORTH EDGE
 GL0646'OF AN ABANDONED WELL CASING, 2 FEET SOUTHWEST OF A WITNESS POST, IN A
 GL0646'4 INCH TILE PIPE, 0.1 FOOT ABOVE THE GROUND, CLAMPED ON THE TOP OF A
 GL0646'1/2 INCH COPPER COATED STEEL ROD WHICH IS DRIVEN 26 FEET IN THE
 GL0646'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0193 ***********************************************************************
 FN0193  DESIGNATION -  K 292
 FN0193  PID         -  FN0193
 FN0193  STATE/COUNTY-  NM/SAN MIGUEL
 FN0193  USGS QUAD   -  SAN GERONIMO (1961)
 FN0193
 FN0193                         *CURRENT SURVEY CONTROL
 FN0193  ___________________________________________________________________
 FN0193* NAD 83(1986)-  35 35 35.     (N)    105 24 07.     (W)     SCALED    
 FN0193* NAVD 88     -      2095.157  (meters)    6873.86   (feet)  ADJUSTED  
 FN0193  ___________________________________________________________________
 FN0193  GEOID HEIGHT-         -18.30  (meters)                     GEOID03
 FN0193  DYNAMIC HT  -        2092.208 (meters)    6864.19  (feet)  COMP
 FN0193  MODELED GRAV-     979,151.0   (mgal)                       NAVD 88
 FN0193
 FN0193  VERT ORDER  -  SECOND    CLASS 0
 FN0193
 FN0193.The horizontal coordinates were scaled from a topographic map and have
 FN0193.an estimated accuracy of +/- 6 seconds.
 FN0193
 FN0193.The orthometric height was determined by differential leveling
 FN0193.and adjusted by the National Geodetic Survey in June 1991..
 FN0193
 FN0193.The geoid height was determined by GEOID03.
 FN0193
 FN0193.The dynamic height is computed by dividing the NAVD 88
 FN0193.geopotential number by the normal gravity value computed on the
 FN0193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FN0193.degrees latitude (g = 980.6199 gals.).
 FN0193
 FN0193.The modeled gravity was interpolated from observed gravity values.
 FN0193
 FN0193;                    North         East    Units  Estimated Accuracy
 FN0193;SPC NM E     -   509,900.       68,160.      MT  (+/- 180 meters Scaled)
 FN0193
 FN0193                          SUPERSEDED SURVEY CONTROL
 FN0193
 FN0193  NGVD 29 (??/??/92) 2094.142  (m)         6870.53   (f) ADJ UNCH    2 0
 FN0193
 FN0193.Superseded values are not recommended for survey control.
 FN0193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0193.See file dsdata.txt to determine how the superseded data were derived.
 FN0193
 FN0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV635388(NAD 83)
 FN0193_MARKER: DB = BENCH MARK DISK
 FN0193_SETTING: 66 = SET IN ROCK OUTCROP
 FN0193_SP_SET: SET IN ROCK OUTCROP
 FN0193_STAMPING: K 292 1957
 FN0193_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FN0193+STABILITY: POSITION/ELEVATION WELL
 FN0193
 FN0193  HISTORY     - Date     Condition        Report By
 FN0193  HISTORY     - 1957     MONUMENTED       CGS
 FN0193
 FN0193                          STATION DESCRIPTION
 FN0193
 FN0193'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FN0193'1.2 MI N FROM SAN GERONIMO.
 FN0193'0.1 MILE WEST ALONG A DIRT ROAD FROM THE SCHOOLHOUSE AT SAN GERONIMO,
 FN0193'THENCE 1.1 MILES NORTH ALONG A WINDING DIRT ROAD, AT THE WEST END OF A
 FN0193'SMALL BLUFF WHICH OVERLOOKS TECLOTE CREEK, 114 FEET EAST OF THE CENTER
 FN0193'OF A RAVINE, 63 FEET NORTH OF THE CENTER LINE OF THE ROAD, 8 FEET
 FN0193'NORTH OF A FENCE, LEVEL WITH THE ROAD, 0.6 FOOT ABOVE THE GROUND, SET
 FN0193'IN THE TOP OF A LARGE ROCK OUTCROP, IN SECTION 30, TOWNSHIP 16 NORTH,
 FN0193'RANGE 15 EAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1079 ***********************************************************************
 GL1079  DESIGNATION -  K 293
 GL1079  PID         -  GL1079
 GL1079  STATE/COUNTY-  NM/UNION
 GL1079  USGS QUAD   -  LITTLE GRANDE (1972)
 GL1079
 GL1079                         *CURRENT SURVEY CONTROL
 GL1079  ___________________________________________________________________
 GL1079* NAD 83(1986)-  36 42 45.     (N)    103 47 51.     (W)     SCALED    
 GL1079* NAVD 88     -      1965.575  (meters)    6448.72   (feet)  ADJUSTED  
 GL1079  ___________________________________________________________________
 GL1079  GEOID HEIGHT-         -19.33  (meters)                     GEOID03
 GL1079  DYNAMIC HT  -        1963.130 (meters)    6440.70  (feet)  COMP
 GL1079  MODELED GRAV-     979,316.5   (mgal)                       NAVD 88
 GL1079
 GL1079  VERT ORDER  -  FIRST     CLASS II
 GL1079
 GL1079.The horizontal coordinates were scaled from a topographic map and have
 GL1079.an estimated accuracy of +/- 6 seconds.
 GL1079
 GL1079.The orthometric height was determined by differential leveling
 GL1079.and adjusted by the National Geodetic Survey in June 1991..
 GL1079
 GL1079.The geoid height was determined by GEOID03.
 GL1079
 GL1079.The dynamic height is computed by dividing the NAVD 88
 GL1079.geopotential number by the normal gravity value computed on the
 GL1079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL1079.degrees latitude (g = 980.6199 gals.).
 GL1079
 GL1079.The modeled gravity was interpolated from observed gravity values.
 GL1079
 GL1079;                    North         East    Units  Estimated Accuracy
 GL1079;SPC NM E     -   633,710.      212,870.      MT  (+/- 180 meters Scaled)
 GL1079
 GL1079                          SUPERSEDED SURVEY CONTROL
 GL1079
 GL1079  NGVD 29 (??/??/92) 1964.623  (m)         6445.60   (f) ADJ UNCH    1 2
 GL1079
 GL1079.Superseded values are not recommended for survey control.
 GL1079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1079.See file dsdata.txt to determine how the superseded data were derived.
 GL1079
 GL1079_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA073636(NAD 83)
 GL1079_MARKER: DB = BENCH MARK DISK
 GL1079_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GL1079_SP_SET: CULVERT
 GL1079_STAMPING: K 293 1955
 GL1079_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GL1079
 GL1079  HISTORY     - Date     Condition        Report By
 GL1079  HISTORY     - 1955     MONUMENTED       CGS
 GL1079
 GL1079                          STATION DESCRIPTION
 GL1079
 GL1079'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GL1079'4.1 MI SE FROM DES MOINES.
 GL1079'4.1 MILES SOUTHEAST ALONG U.S. HIGHWAYS 64 AND 87 FROM THE POST OFFICE
 GL1079'AT DES MOINES, 21 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, SET IN
 GL1079'THE TOP OF THE SOUTH END OF THE EAST HEADWALL OF A CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0270 ***********************************************************************
 FN0270  DESIGNATION -  K 293
 FN0270  PID         -  FN0270
 FN0270  STATE/COUNTY-  NM/SAN MIGUEL
 FN0270  USGS QUAD   -  SAN JOSE (1989)
 FN0270
 FN0270                         *CURRENT SURVEY CONTROL
 FN0270  ___________________________________________________________________
 FN0270* NAD 83(1986)-  35 29 17.     (N)    105 28 37.     (W)     SCALED    
 FN0270* NAVD 88     -      2078.767  (meters)    6820.09   (feet)  ADJUSTED  
 FN0270  ___________________________________________________________________
 FN0270  GEOID HEIGHT-         -18.54  (meters)                     GEOID03
 FN0270  DYNAMIC HT  -        2075.866 (meters)    6810.57  (feet)  COMP
 FN0270  MODELED GRAV-     979,163.5   (mgal)                       NAVD 88
 FN0270
 FN0270  VERT ORDER  -  SECOND    CLASS 0
 FN0270
 FN0270.The horizontal coordinates were scaled from a topographic map and have
 FN0270.an estimated accuracy of +/- 6 seconds.
 FN0270
 FN0270.The orthometric height was determined by differential leveling
 FN0270.and adjusted by the National Geodetic Survey in June 1991..
 FN0270
 FN0270.The geoid height was determined by GEOID03.
 FN0270
 FN0270.The dynamic height is computed by dividing the NAVD 88
 FN0270.geopotential number by the normal gravity value computed on the
 FN0270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FN0270.degrees latitude (g = 980.6199 gals.).
 FN0270
 FN0270.The modeled gravity was interpolated from observed gravity values.
 FN0270
 FN0270;                    North         East    Units  Estimated Accuracy
 FN0270;SPC NM E     -   498,320.       61,230.      MT  (+/- 180 meters Scaled)
 FN0270
 FN0270                          SUPERSEDED SURVEY CONTROL
 FN0270
 FN0270  NGVD 29 (??/??/92) 2077.802  (m)         6816.92   (f) ADJ UNCH    2 0
 FN0270
 FN0270.Superseded values are not recommended for survey control.
 FN0270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0270.See file dsdata.txt to determine how the superseded data were derived.
 FN0270
 FN0270_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV567272(NAD 83)
 FN0270_MARKER: DB = BENCH MARK DISK
 FN0270_SETTING: 66 = SET IN ROCK OUTCROP
 FN0270_SP_SET: SET IN ROCK OUTCROP
 FN0270_STAMPING: K 293 1957
 FN0270_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FN0270+STABILITY: POSITION/ELEVATION WELL
 FN0270
 FN0270  HISTORY     - Date     Condition        Report By
 FN0270  HISTORY     - 1957     MONUMENTED       CGS
 FN0270  HISTORY     - 19860401 MARK NOT FOUND   USGS
 FN0270
 FN0270                          STATION DESCRIPTION
 FN0270
 FN0270'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FN0270'7.3 MI NE FROM SANDS.
 FN0270'0.1 MILE NORTHEAST ACROSS A PASTURE FROM THE ATCHISON, TOPEKA AND
 FN0270'SANTA FE RAILROAD STATION SIGN AT SANDS, THENCE 0.45 MILE EAST ALONG
 FN0270'U.S. HIGHWAYS 84 AND 85, THENCE 3.05 MILES NORTHEAST ALONG A WINDING
 FN0270'DIRT ROAD, THENCE 0.75 MILE NORTH ALONG THE LEFT FORK OF THE ROAD,
 FN0270'THENCE 2.95 MILES NORTHEAST ALONG A DIM MOUNTAIN ROAD, 0.3 MILE NORTH
 FN0270'OF THE BOTTOM OF A DEEP CANYON, 38 FEET NORTHWEST OF A 25 INCH FORKED
 FN0270'FIR TREE, 14 FEET WEST OF THE CENTER LINE OF THE ROAD, 1 FOOT ABOVE
 FN0270'THE GROUND, SET IN THE TOP OF THE NORTHWEST END OF A LARGE FLAT ROCK
 FN0270'OUTCROP, IN SECTION 32, TOWNSHIP 15 NORTH, RANGE 14 EAST.
 FN0270
 FN0270                          STATION RECOVERY (1986)
 FN0270
 FN0270'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986 (DRG)
 FN0270'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1548 ***********************************************************************
 GL1548  DESIGNATION -  K 293 RESET
 GL1548  PID         -  GL1548
 GL1548  STATE/COUNTY-  NM/UNION
 GL1548  USGS QUAD   -  LITTLE GRANDE (1972)
 GL1548
 GL1548                         *CURRENT SURVEY CONTROL
 GL1548  ___________________________________________________________________
 GL1548* NAD 83(1986)-  36 42 45.     (N)    103 47 51.     (W)     SCALED    
 GL1548* NAVD 88     -      1965.20   (+/-2cm)    6447.5    (feet)  VERTCON   
 GL1548  ___________________________________________________________________
 GL1548  GEOID HEIGHT-         -19.33  (meters)                     GEOID03
 GL1548
 GL1548  VERT ORDER  -  THIRD (See Below)
 GL1548
 GL1548.The horizontal coordinates were scaled from a topographic map and have
 GL1548.an estimated accuracy of +/- 6 seconds.
 GL1548
 GL1548.The NAVD 88 height was computed by applying the VERTCON shift value to
 GL1548.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GL1548.The vertical order pertains to the NGVD 29 superseded value.
 GL1548
 GL1548.The geoid height was determined by GEOID03.
 GL1548
 GL1548;                    North         East    Units  Estimated Accuracy
 GL1548;SPC NM E     -   633,710.      212,870.      MT  (+/- 180 meters Scaled)
 GL1548
 GL1548                          SUPERSEDED SURVEY CONTROL
 GL1548
 GL1548  NGVD 29 (06/15/00) 1964.25   (m)         6444.4    (f) RESET       3  
 GL1548
 GL1548.Superseded values are not recommended for survey control.
 GL1548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1548.See file dsdata.txt to determine how the superseded data were derived.
 GL1548
 GL1548_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA073636(NAD 83)
 GL1548_MARKER: DV = VERTICAL CONTROL DISK
 GL1548_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 GL1548_SP_SET: HEADWALL
 GL1548_STAMPING: K 293 RESET 1977
 GL1548_MARK LOGO: NGS   
 GL1548_MAGNETIC: N = NO MAGNETIC MATERIAL
 GL1548_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL1548+STABILITY: SURFACE MOTION
 GL1548_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GL1548+SATELLITE: SATELLITE OBSERVATIONS - August 10, 2005
 GL1548
 GL1548  HISTORY     - Date     Condition        Report By
 GL1548  HISTORY     - 1977     MONUMENTED       NMHD
 GL1548  HISTORY     - 20040806 GOOD             USPSQD
 GL1548  HISTORY     - 20050810 GOOD             USPSQD
 GL1548
 GL1548                          STATION DESCRIPTION
 GL1548
 GL1548'DESCRIBED BY NM HIGHWAY DEPT 1977
 GL1548'4.2 MILES SOUTHEAST ALONG US HIGHWAY 64 AND 87 FROM THE POST OFFICE IN
 GL1548'DES MOINES, AT A CONCRETE CULVERT UNDER THE HIGHWAY, 44 FEET EAST OF
 GL1548'THE CENTERLINE OF HIGHWAY.
 GL1548
 GL1548                          STATION RECOVERY (2004)
 GL1548
 GL1548'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 GL1548'RECOVERED IN GOOD CONDITION.
 GL1548
 GL1548                          STATION RECOVERY (2005)
 GL1548
 GL1548'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 GL1548'FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0362 ***********************************************************************
 GM0362  DESIGNATION -  K 294
 GM0362  PID         -  GM0362
 GM0362  STATE/COUNTY-  NM/MORA
 GM0362  USGS QUAD   -  GUADALUPITA (1994)
 GM0362
 GM0362                         *CURRENT SURVEY CONTROL
 GM0362  ___________________________________________________________________
 GM0362* NAD 83(1986)-  36 08 33.     (N)    105 14 29.     (W)     SCALED    
 GM0362* NAVD 88     -      2316.968  (meters)    7601.59   (feet)  ADJUSTED  
 GM0362  ___________________________________________________________________
 GM0362  GEOID HEIGHT-         -17.50  (meters)                     GEOID03
 GM0362  DYNAMIC HT  -        2313.635 (meters)    7590.65  (feet)  COMP
 GM0362  MODELED GRAV-     979,111.0   (mgal)                       NAVD 88
 GM0362
 GM0362  VERT ORDER  -  SECOND    CLASS 0
 GM0362
 GM0362.The horizontal coordinates were scaled from a topographic map and have
 GM0362.an estimated accuracy of +/- 6 seconds.
 GM0362
 GM0362.The orthometric height was determined by differential leveling
 GM0362.and adjusted by the National Geodetic Survey in June 1991..
 GM0362
 GM0362.The geoid height was determined by GEOID03.
 GM0362
 GM0362.The dynamic height is computed by dividing the NAVD 88
 GM0362.geopotential number by the normal gravity value computed on the
 GM0362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GM0362.degrees latitude (g = 980.6199 gals.).
 GM0362
 GM0362.The modeled gravity was interpolated from observed gravity values.
 GM0362
 GM0362;                    North         East    Units  Estimated Accuracy
 GM0362;SPC NM E     -   570,710.       83,280.      MT  (+/- 180 meters Scaled)
 GM0362
 GM0362                          SUPERSEDED SURVEY CONTROL
 GM0362
 GM0362  NGVD 29 (??/??/92) 2315.744  (m)         7597.57   (f) ADJ UNCH    2 0
 GM0362
 GM0362.Superseded values are not recommended for survey control.
 GM0362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0362.See file dsdata.txt to determine how the superseded data were derived.
 GM0362
 GM0362_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV782997(NAD 83)
 GM0362_MARKER: DB = BENCH MARK DISK
 GM0362_SETTING: 66 = SET IN ROCK OUTCROP
 GM0362_SP_SET: ROCK OUTCROP
 GM0362_STAMPING: K 294 1957
 GM0362_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GM0362+STABILITY: POSITION/ELEVATION WELL
 GM0362
 GM0362  HISTORY     - Date     Condition        Report By
 GM0362  HISTORY     - 1957     MONUMENTED       CGS
 GM0362
 GM0362                          STATION DESCRIPTION
 GM0362
 GM0362'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GM0362'13.55 MI NE FROM MORA.
 GM0362'ABOUT 13.55 MILES NORTHEAST ALONG STATE HIGHWAY 38 FROM THE JUNCTION
 GM0362'OF STATE HIGHWAY 3 AT MORA, AT THE SOUTH EDGE OF THE VILLAGE OF
 GM0362'GUADALUPITA, 117 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, ON
 GM0362'THE NORTH SLOPE OF A HILL, 127 YARDS SOUTH OF THE SOUTHEAST CORNER OF
 GM0362'THE SCHOOLHOUSE, 75 YARDS SOUTH OF A SMALL WOODEN BRIDGE OVER A DRY
 GM0362'WASH, ON THE OUTSIDE AND NEAR THE SOUTHEAST END OF A CURVE WITH
 GM0362'TANGENTS SOUTHEAST AND NORTH-NORTHWEST, 154 FEET SOUTH OF A POWER
 GM0362'POLE, 26 1/2 FEET SOUTH OF A FENCE LINE, ABOUT 30 FEET ABOVE THE LEVEL
 GM0362'OF THE HIGHWAY, AND IN THE TOP OF A 2-FOOT BY 5-FOOT RIDGE SHAPED ROCK
 GM0362'OUTCROP WHICH PROJECTS 12 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0251 ***********************************************************************
 GM0251  DESIGNATION -  K 295
 GM0251  PID         -  GM0251
 GM0251  STATE/COUNTY-  NM/COLFAX
 GM0251  USGS QUAD   -  EAGLE NEST (1995)
 GM0251
 GM0251                         *CURRENT SURVEY CONTROL
 GM0251  ___________________________________________________________________
 GM0251* NAD 83(1986)-  36 31 09.     (N)    105 16 33.     (W)     SCALED    
 GM0251* NAVD 88     -      2502.768  (meters)    8211.16   (feet)  ADJUSTED  
 GM0251  ___________________________________________________________________
 GM0251  GEOID HEIGHT-         -16.69  (meters)                     GEOID03
 GM0251  DYNAMIC HT  -        2499.190 (meters)    8199.43  (feet)  COMP
 GM0251  MODELED GRAV-     979,111.6   (mgal)                       NAVD 88
 GM0251
 GM0251  VERT ORDER  -  FIRST     CLASS II
 GM0251
 GM0251.The horizontal coordinates were scaled from a topographic map and have
 GM0251.an estimated accuracy of +/- 6 seconds.
 GM0251
 GM0251.The orthometric height was determined by differential leveling
 GM0251.and adjusted by the National Geodetic Survey in June 1991..
 GM0251
 GM0251.The geoid height was determined by GEOID03.
 GM0251
 GM0251.The dynamic height is computed by dividing the NAVD 88
 GM0251.geopotential number by the normal gravity value computed on the
 GM0251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GM0251.degrees latitude (g = 980.6199 gals.).
 GM0251
 GM0251.The modeled gravity was interpolated from observed gravity values.
 GM0251
 GM0251;                    North         East    Units  Estimated Accuracy
 GM0251;SPC NM E     -   612,540.       80,590.      MT  (+/- 180 meters Scaled)
 GM0251
 GM0251                          SUPERSEDED SURVEY CONTROL
 GM0251
 GM0251  NGVD 29 (??/??/92) 2501.514  (m)         8207.05   (f) ADJ UNCH    1 2
 GM0251
 GM0251.Superseded values are not recommended for survey control.
 GM0251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0251.See file dsdata.txt to determine how the superseded data were derived.
 GM0251
 GM0251_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDA753415(NAD 83)
 GM0251_MARKER: DB = BENCH MARK DISK
 GM0251_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GM0251_SP_SET: CULVERT
 GM0251_STAMPING: K 295 1957
 GM0251_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GM0251
 GM0251  HISTORY     - Date     Condition        Report By
 GM0251  HISTORY     - 1957     MONUMENTED       CGS
 GM0251
 GM0251                          STATION DESCRIPTION
 GM0251
 GM0251'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GM0251'2.85 MI S FROM EAGLE NEST.
 GM0251'ABOUT 2.85 MILES SOUTH ALONG U.S. HIGHWAY 64 FROM THE JUNCTION OF
 GM0251'STATE HIGHWAY 38 AT EAGLE NEST, 20 FEET EAST OF THE CENTER LINE OF THE
 GM0251'HIGHWAY, IN THE TOP OF THE SOUTH END OF THE EAST HEAD WALL OF A
 GM0251'6-CHANNEL CONCRETE BOX CULVERT AND ABOUT 1 1/2 FEET LOWER THAN THE
 GM0251'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0795 ***********************************************************************
 FM0795  DESIGNATION -  K 296
 FM0795  PID         -  FM0795
 FM0795  STATE/COUNTY-  NM/HARDING
 FM0795  USGS QUAD   -  FUENTES RANCH (1969)
 FM0795
 FM0795                         *CURRENT SURVEY CONTROL
 FM0795  ___________________________________________________________________
 FM0795* NAD 83(1986)-  35 30 39.     (N)    103 30 38.     (W)     SCALED    
 FM0795* NAVD 88     -      1239.521  (meters)    4066.66   (feet)  ADJUSTED  
 FM0795  ___________________________________________________________________
 FM0795  GEOID HEIGHT-         -22.69  (meters)                     GEOID03
 FM0795  DYNAMIC HT  -        1238.022 (meters)    4061.74  (feet)  COMP
 FM0795  MODELED GRAV-     979,381.7   (mgal)                       NAVD 88
 FM0795
 FM0795  VERT ORDER  -  SECOND    CLASS 0
 FM0795
 FM0795.The horizontal coordinates were scaled from a topographic map and have
 FM0795.an estimated accuracy of +/- 6 seconds.
 FM0795
 FM0795.The orthometric height was determined by differential leveling
 FM0795.and adjusted by the National Geodetic Survey in June 1991..
 FM0795
 FM0795.The geoid height was determined by GEOID03.
 FM0795
 FM0795.The dynamic height is computed by dividing the NAVD 88
 FM0795.geopotential number by the normal gravity value computed on the
 FM0795.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0795.degrees latitude (g = 980.6199 gals.).
 FM0795
 FM0795.The modeled gravity was interpolated from observed gravity values.
 FM0795
 FM0795;                    North         East    Units  Estimated Accuracy
 FM0795;SPC NM E     -   500,560.      239,630.      MT  (+/- 180 meters Scaled)
 FM0795
 FM0795                          SUPERSEDED SURVEY CONTROL
 FM0795
 FM0795  NGVD 29 (??/??/92) 1238.922  (m)         4064.70   (f) ADJ UNCH    2 0
 FM0795
 FM0795.Superseded values are not recommended for survey control.
 FM0795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0795.See file dsdata.txt to determine how the superseded data were derived.
 FM0795
 FM0795_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFV350307(NAD 83)
 FM0795_MARKER: DB = BENCH MARK DISK
 FM0795_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FM0795_SP_SET: CULVERT
 FM0795_STAMPING: K 296 1957
 FM0795_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FM0795
 FM0795  HISTORY     - Date     Condition        Report By
 FM0795  HISTORY     - 1957     MONUMENTED       CGS
 FM0795
 FM0795                          STATION DESCRIPTION
 FM0795
 FM0795'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FM0795'11.2 MI NW FROM LOGAN.
 FM0795'ABOUT 11.2 MILES NORTHWEST ALONG STATE HIGHWAY 39 FROM THE JUNCTION OF
 FM0795'U.S. HIGHWAY 54 AT LOGAN, 37 FEET NORTHEAST OF THE CENTER LINE OF THE
 FM0795'HIGHWAY, 156 FEET WEST OF THE WEST CORNER OF A STUCCO HOUSE, IN THE
 FM0795'TOP OF THE NORTHWEST END OF THE NORTHEAST HEAD WALL OF A 5 FOOT BY 6
 FM0795'FOOT CONCRETE BOX CULVERT AND ABOUT 3 FEET BELOW THE LEVEL OF THE
 FM0795'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0770 ***********************************************************************
 FM0770  DESIGNATION -  K 297
 FM0770  PID         -  FM0770
 FM0770  STATE/COUNTY-  NM/HARDING
 FM0770  USGS QUAD   -  BUFFALO SPRINGS (1969)
 FM0770
 FM0770                         *CURRENT SURVEY CONTROL
 FM0770  ___________________________________________________________________
 FM0770* NAD 83(1986)-  35 44 00.     (N)    103 44 57.     (W)     SCALED    
 FM0770* NAVD 88     -      1315.612  (meters)    4316.30   (feet)  ADJUSTED  
 FM0770  ___________________________________________________________________
 FM0770  GEOID HEIGHT-         -21.51  (meters)                     GEOID03
 FM0770  DYNAMIC HT  -        1314.035 (meters)    4311.13  (feet)  COMP
 FM0770  MODELED GRAV-     979,388.3   (mgal)                       NAVD 88
 FM0770
 FM0770  VERT ORDER  -  SECOND    CLASS 0
 FM0770
 FM0770.The horizontal coordinates were scaled from a topographic map and have
 FM0770.an estimated accuracy of +/- 6 seconds.
 FM0770
 FM0770.The orthometric height was determined by differential leveling
 FM0770.and adjusted by the National Geodetic Survey in June 1991..
 FM0770
 FM0770.The geoid height was determined by GEOID03.
 FM0770
 FM0770.The dynamic height is computed by dividing the NAVD 88
 FM0770.geopotential number by the normal gravity value computed on the
 FM0770.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0770.degrees latitude (g = 980.6199 gals.).
 FM0770
 FM0770.The modeled gravity was interpolated from observed gravity values.
 FM0770
 FM0770;                    North         East    Units  Estimated Accuracy
 FM0770;SPC NM E     -   525,090.      217,840.      MT  (+/- 180 meters Scaled)
 FM0770
 FM0770                          SUPERSEDED SURVEY CONTROL
 FM0770
 FM0770  NGVD 29 (??/??/92) 1314.980  (m)         4314.23   (f) ADJ UNCH    2 0
 FM0770
 FM0770.Superseded values are not recommended for survey control.
 FM0770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0770.See file dsdata.txt to determine how the superseded data were derived.
 FM0770
 FM0770_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFV131550(NAD 83)
 FM0770_MARKER: DB = BENCH MARK DISK
 FM0770_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FM0770_SP_SET: CULVERT
 FM0770_STAMPING: K 297 1957
 FM0770_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FM0770
 FM0770  HISTORY     - Date     Condition        Report By
 FM0770  HISTORY     - 1957     MONUMENTED       CGS
 FM0770
 FM0770                          STATION DESCRIPTION
 FM0770
 FM0770'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FM0770'15.6 MI SE FROM MOSQUERO.
 FM0770'ABOUT 15.6 MILES SOUTHEAST ALONG STATE HIGHWAY 39 FROM THE CITY WATER
 FM0770'TANK AT MOSQUERO, IN SECTION 3, T. 17 N., R. 30 E., 20 FEET EAST OF
 FM0770'THE CENTER LINE OF THE HIGHWAY, IN THE TOP OF THE NORTH END OF THE
 FM0770'EAST HEAD WALL OF A LARGE 3-CHANNEL CONCRETE BOX CULVERT, 1/2 FOOT
 FM0770'BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0423 ***********************************************************************
 FO0423  DESIGNATION -  K 298
 FO0423  PID         -  FO0423
 FO0423  STATE/COUNTY-  NM/SANDOVAL
 FO0423  USGS QUAD   -  SAN YSIDRO (1969)
 FO0423
 FO0423                         *CURRENT SURVEY CONTROL
 FO0423  ___________________________________________________________________
 FO0423* NAD 83(1986)-  35 30 43.     (N)    106 45 35.     (W)     SCALED    
 FO0423* NAVD 88     -      1655.525  (meters)    5431.50   (feet)  ADJUSTED  
 FO0423  ___________________________________________________________________
 FO0423  GEOID HEIGHT-         -20.55  (meters)                     GEOID03
 FO0423  DYNAMIC HT  -        1653.302 (meters)    5424.21  (feet)  COMP
 FO0423  MODELED GRAV-     979,232.9   (mgal)                       NAVD 88
 FO0423
 FO0423  VERT ORDER  -  SECOND    CLASS 0
 FO0423
 FO0423.The horizontal coordinates were scaled from a topographic map and have
 FO0423.an estimated accuracy of +/- 6 seconds.
 FO0423
 FO0423.The orthometric height was determined by differential leveling
 FO0423.and adjusted by the National Geodetic Survey in June 1991..
 FO0423
 FO0423.The geoid height was determined by GEOID03.
 FO0423
 FO0423.The dynamic height is computed by dividing the NAVD 88
 FO0423.geopotential number by the normal gravity value computed on the
 FO0423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0423.degrees latitude (g = 980.6199 gals.).
 FO0423
 FO0423.The modeled gravity was interpolated from observed gravity values.
 FO0423
 FO0423;                    North         East    Units  Estimated Accuracy
 FO0423;SPC NM C     -   500,490.      453,760.      MT  (+/- 180 meters Scaled)
 FO0423
 FO0423                          SUPERSEDED SURVEY CONTROL
 FO0423
 FO0423  NGVD 29 (??/??/92) 1654.621  (m)         5428.54   (f) ADJ UNCH    2 0
 FO0423
 FO0423.Superseded values are not recommended for survey control.
 FO0423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0423.See file dsdata.txt to determine how the superseded data were derived.
 FO0423
 FO0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV404312(NAD 83)
 FO0423_MARKER: DB = BENCH MARK DISK
 FO0423_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FO0423_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FO0423_STAMPING: K 298 1957
 FO0423_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO0423+STABILITY: SURFACE MOTION
 FO0423
 FO0423  HISTORY     - Date     Condition        Report By
 FO0423  HISTORY     - 1957     MONUMENTED       CGS
 FO0423  HISTORY     - 1989     GOOD             USPSQD
 FO0423
 FO0423                          STATION DESCRIPTION
 FO0423
 FO0423'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FO0423'3.75 MI SE FROM SAN YSIDRO.
 FO0423'ABOUT 3.75 MILES SOUTHEAST ALONG STATE HIGHWAY 44 FROM THE TRIANGLE
 FO0423'TAVERN AT SAN YSIDRO, IN T. 15 N., R. 2 E., AND NEAR THE CENTER OF THE
 FO0423'SOUTHWEST QUARTER OF S. 20, 314 FEET EAST OF THE NORTH-NORTHEAST END
 FO0423'OF THE EAST-SOUTHEAST ONE OF (2) 36 INCH STEEL TUBE CULVERTS, 153 FEET
 FO0423'NORTH-NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 3 1/2 FEET SOUTH OF
 FO0423'AN OLD FENCE LINE, 2 1/2 FEET WEST OF A WHITE WOODEN WITNESS POST, 3
 FO0423'FEET BELOW THE LEVEL OF THE HIGHWAY, SET IN THE TOP OF A CONCRETE POST
 FO0423'WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 FO0423
 FO0423                          STATION RECOVERY (1989)
 FO0423
 FO0423'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 FO0423'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0461 ***********************************************************************
 FO0461  DESIGNATION -  K 299
 FO0461  PID         -  FO0461
 FO0461  STATE/COUNTY-  NM/SANDOVAL
 FO0461  USGS QUAD   -  LA VENTANA (1970)
 FO0461
 FO0461                         *CURRENT SURVEY CONTROL
 FO0461  ___________________________________________________________________
 FO0461* NAD 83(1986)-  35 45 59.     (N)    106 56 15.     (W)     SCALED    
 FO0461* NAVD 88     -      2039.369  (meters)    6690.83   (feet)  ADJUSTED  
 FO0461  ___________________________________________________________________
 FO0461  GEOID HEIGHT-         -19.79  (meters)                     GEOID03
 FO0461  DYNAMIC HT  -        2036.527 (meters)    6681.51  (feet)  COMP
 FO0461  MODELED GRAV-     979,166.6   (mgal)                       NAVD 88
 FO0461
 FO0461  VERT ORDER  -  SECOND    CLASS 0
 FO0461
 FO0461.The horizontal coordinates were scaled from a topographic map and have
 FO0461.an estimated accuracy of +/- 6 seconds.
 FO0461
 FO0461.The orthometric height was determined by differential leveling
 FO0461.and adjusted by the National Geodetic Survey in June 1991..
 FO0461
 FO0461.The geoid height was determined by GEOID03.
 FO0461
 FO0461.The dynamic height is computed by dividing the NAVD 88
 FO0461.geopotential number by the normal gravity value computed on the
 FO0461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0461.degrees latitude (g = 980.6199 gals.).
 FO0461
 FO0461.The modeled gravity was interpolated from observed gravity values.
 FO0461
 FO0461;                    North         East    Units  Estimated Accuracy
 FO0461;SPC NM C     -   528,810.      437,840.      MT  (+/- 180 meters Scaled)
 FO0461
 FO0461                          SUPERSEDED SURVEY CONTROL
 FO0461
 FO0461  NGVD 29 (??/??/92) 2038.323  (m)         6687.40   (f) ADJ UNCH    2 0
 FO0461
 FO0461.Superseded values are not recommended for survey control.
 FO0461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0461.See file dsdata.txt to determine how the superseded data were derived.
 FO0461
 FO0461_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV248597(NAD 83)
 FO0461_MARKER: DB = BENCH MARK DISK
 FO0461_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FO0461_SP_SET: CULVERT
 FO0461_STAMPING: K 299 1957
 FO0461_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FO0461
 FO0461  HISTORY     - Date     Condition        Report By
 FO0461  HISTORY     - 1957     MONUMENTED       CGS
 FO0461  HISTORY     - 1989     GOOD             USPSQD
 FO0461
 FO0461                          STATION DESCRIPTION
 FO0461
 FO0461'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FO0461'19.0 MI S FROM CUBA.
 FO0461'ABOUT 19.0 MILES SOUTH ALONG STATE HIGHWAY 44 FROM THE BRIDGE OVER THE
 FO0461'RIO PUERCO AT CUBA, ABOUT 0.05 MILES NORTHWEST OF A TRACK ROAD
 FO0461'SOUTHWEST, 24 FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 3 FEET
 FO0461'BELOW THE LEVEL OF THE HIGHWAY, SET IN THE TOP OF THE SOUTHEAST END OF
 FO0461'THE NORTHEAST HEADWALL OF A LARGE SKEW CONCRETE CULVERT UNDER THE
 FO0461'HIGHWAY.
 FO0461
 FO0461                          STATION RECOVERY (1989)
 FO0461
 FO0461'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 FO0461'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0462 ***********************************************************************
 FO0462  DESIGNATION -  K 299 RESET
 FO0462  PID         -  FO0462
 FO0462  STATE/COUNTY-  NM/SANDOVAL
 FO0462  USGS QUAD   -  LA VENTANA (1970)
 FO0462
 FO0462                         *CURRENT SURVEY CONTROL
 FO0462  ___________________________________________________________________
 FO0462* NAD 83(1986)-  35 45 59.     (N)    106 56 15.     (W)     SCALED    
 FO0462* NAVD 88     -      2039.57   (meters)    6691.5    (feet)  RESET     
 FO0462  ___________________________________________________________________
 FO0462  GEOID HEIGHT-         -19.79  (meters)                     GEOID03
 FO0462
 FO0462  VERT ORDER  -  THIRD
 FO0462
 FO0462.The horizontal coordinates were scaled from a topographic map and have
 FO0462.an estimated accuracy of +/- 6 seconds.
 FO0462
 FO0462.The orthometric height was computed from unverified reset data.
 FO0462
 FO0462.The geoid height was determined by GEOID03.
 FO0462
 FO0462;                    North         East    Units  Estimated Accuracy
 FO0462;SPC NM C     -   528,810.      437,840.      MT  (+/- 180 meters Scaled)
 FO0462
 FO0462                          SUPERSEDED SURVEY CONTROL
 FO0462
 FO0462.No superseded survey control is available for this station.
 FO0462
 FO0462_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV248597(NAD 83)
 FO0462_MARKER: DD = SURVEY DISK
 FO0462_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FO0462_SP_SET: CULVERT
 FO0462_STAMPING: K 299 1957 RESET 1966
 FO0462_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FO0462
 FO0462  HISTORY     - Date     Condition        Report By
 FO0462  HISTORY     - 1966     MONUMENTED       MNHD
 FO0462  HISTORY     - 1970     GOOD             USGS
 FO0462
 FO0462                          STATION DESCRIPTION
 FO0462
 FO0462'DESCRIBED BY MN HIGHWAY DEPT 1966
 FO0462'19 MI S FROM CUBA.
 FO0462'ABOUT 19 MILE SOUTH ALONG STATE HIGHWAY 44 FROM THE BRIDGE OVER THE
 FO0462'RIO PUERCO AT CUBA, ABOUT 0.05 MILE NORTHWEST OF A TRACK ROAD
 FO0462'SOUTHWEST, 36.6  FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 FO0462'ABOUT 4 FEET BELOW THE LEVEL OF THE HIGHWAY SET IN THE TOP OF THE
 FO0462'NORTHEAST HEADWALL OF A 10 X 11 FT. CONCRETE BOX CULVERT.
 FO0462
 FO0462                          STATION RECOVERY (1970)
 FO0462
 FO0462'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 FO0462'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0452 ***********************************************************************
 EO0452  DESIGNATION -  K 3
 EO0452  PID         -  EO0452
 EO0452  STATE/COUNTY-  NM/ROOSEVELT
 EO0452  USGS QUAD   -  KRIDER (1987)
 EO0452
 EO0452                         *CURRENT SURVEY CONTROL
 EO0452  ___________________________________________________________________
 EO0452* NAD 83(1986)-  34 26 27.     (N)    103 52 02.     (W)     SCALED    
 EO0452* NAVD 88     -      1306.416  (meters)    4286.13   (feet)  POSTED    
 EO0452  ___________________________________________________________________
 EO0452  GEOID HEIGHT-         -23.40  (meters)                     GEOID03
 EO0452  DYNAMIC HT  -        1304.690 (meters)    4280.47  (feet)  COMP
 EO0452  MODELED GRAV-     979,272.3   (mgal)                       NAVD 88
 EO0452
 EO0452  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EO0452
 EO0452.The horizontal coordinates were scaled from a topographic map and have
 EO0452.an estimated accuracy of +/- 6 seconds.
 EO0452
 EO0452.The orthometric height was determined by differential leveling
 EO0452.and adjusted by the National Geodetic Survey in 1992..
 EO0452.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EO0452.rate of 0.0 thru 1.0 mm/km.
 EO0452
 EO0452.The geoid height was determined by GEOID03.
 EO0452
 EO0452.The dynamic height is computed by dividing the NAVD 88
 EO0452.geopotential number by the normal gravity value computed on the
 EO0452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0452.degrees latitude (g = 980.6199 gals.).
 EO0452
 EO0452.The modeled gravity was interpolated from observed gravity values.
 EO0452
 EO0452;                    North         East    Units  Estimated Accuracy
 EO0452;SPC NM E     -   381,650.      207,830.      MT  (+/- 180 meters Scaled)
 EO0452
 EO0452                          SUPERSEDED SURVEY CONTROL
 EO0452
 EO0452  NGVD 29 (??/??/92) 1305.819  (m)         4284.17   (f) ADJ UNCH    1 2
 EO0452
 EO0452.Superseded values are not recommended for survey control.
 EO0452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0452.See file dsdata.txt to determine how the superseded data were derived.
 EO0452
 EO0452_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFU040116(NAD 83)
 EO0452_MARKER: R = RIVET
 EO0452_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EO0452_SP_SET: ABUTMENT
 EO0452_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EO0452
 EO0452  HISTORY     - Date     Condition        Report By
 EO0452  HISTORY     - UNK      MONUMENTED       CGS
 EO0452  HISTORY     - 1958     GOOD             NGS
 EO0452  HISTORY     - 1982     MARK NOT FOUND   NGS
 EO0452
 EO0452                          STATION DESCRIPTION
 EO0452
 EO0452'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 EO0452'13.75 MI W FROM MELROSE.
 EO0452'ABOUT 13.75 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 EO0452'FROM THE STATION AT MELROSE, 14 TELEPHONE POLES EAST OF MILE POST 695,
 EO0452'A COPPER RIVET IN THE TOP OF THE NORTH END OF THE WEST ABUTMENT OF THE
 EO0452'BRIDGE, 5 1/2 FEET NORTH OF THE NEAR RAIL, AND ABOUT 3 FEET BELOW THE
 EO0452'LEVEL OF THE TRACK.
 EO0452
 EO0452                          STATION RECOVERY (1982)
 EO0452
 EO0452'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 EO0452'THERE IS A RAILROAD TIE ON TOP OF THE ABUTMENT, BUT THE MARK MAY STILL
 EO0452'BE IN PLACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0005 ***********************************************************************
 GN0005  DESIGNATION -  K 30
 GN0005  PID         -  GN0005
 GN0005  STATE/COUNTY-  NM/RIO ARRIBA
 GN0005  USGS QUAD   -  BIGHORN PEAK (1995)
 GN0005
 GN0005                         *CURRENT SURVEY CONTROL
 GN0005  ___________________________________________________________________
 GN0005* NAD 83(1986)-  36 59 43.     (N)    106 09 21.     (W)     SCALED    
 GN0005* NAVD 88     -      2680.774  (meters)    8795.17   (feet)  POSTED    
 GN0005  ___________________________________________________________________
 GN0005  GEOID HEIGHT-         -16.32  (meters)                     GEOID03
 GN0005  DYNAMIC HT  -        2676.960 (meters)    8782.66  (feet)  COMP
 GN0005  MODELED GRAV-     979,109.6   (mgal)                       NAVD 88
 GN0005
 GN0005  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 GN0005
 GN0005.The horizontal coordinates were scaled from a topographic map and have
 GN0005.an estimated accuracy of +/- 6 seconds.
 GN0005
 GN0005.The orthometric height was determined by differential leveling
 GN0005.and adjusted by the National Geodetic Survey in 1992..
 GN0005.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 GN0005.rate of 1.1 thru 2.0 mm/km.
 GN0005
 GN0005.The geoid height was determined by GEOID03.
 GN0005
 GN0005.The dynamic height is computed by dividing the NAVD 88
 GN0005.geopotential number by the normal gravity value computed on the
 GN0005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GN0005.degrees latitude (g = 980.6199 gals.).
 GN0005
 GN0005.The modeled gravity was interpolated from observed gravity values.
 GN0005
 GN0005;                    North         East    Units  Estimated Accuracy
 GN0005;SPC NM C     -   664,950.      508,380.      MT  (+/- 180 meters Scaled)
 GN0005
 GN0005                          SUPERSEDED SURVEY CONTROL
 GN0005
 GN0005  NGVD 29 (??/??/92) 2679.295  (m)         8790.32   (f) ADJ UNCH    1 2
 GN0005
 GN0005.Superseded values are not recommended for survey control.
 GN0005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0005.See file dsdata.txt to determine how the superseded data were derived.
 GN0005
 GN0005_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCA971949(NAD 83)
 GN0005_MARKER: DB = BENCH MARK DISK
 GN0005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GN0005_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GN0005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GN0005+STABILITY: SURFACE MOTION
 GN0005
 GN0005  HISTORY     - Date     Condition        Report By
 GN0005  HISTORY     - 1934     MONUMENTED       CGS
 GN0005
 GN0005                          STATION DESCRIPTION
 GN0005
 GN0005'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GN0005'15.8 MI SW FROM ANTONITO.
 GN0005'15.8 MILES SOUTH WEST OF ANTONITO, COLORADO ON R.O.W. OF THE D. R. G.
 GN0005'AND W. RAILROAD.  18.0 FT SOUTH OF CENTERLINE OF TRACK.  2.0 FT WEST
 GN0005'OF MILE POST 296.  150.0 FT N. W. OF WAGON ROAD.  100 YDS. WEST OF BIG
 GN0005'HORN SECTION HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0279 ***********************************************************************
 GM0279  DESIGNATION -  K 302
 GM0279  PID         -  GM0279
 GM0279  STATE/COUNTY-  NM/COLFAX
 GM0279  USGS QUAD   -  RED RIVER PASS (1995)
 GM0279
 GM0279                         *CURRENT SURVEY CONTROL
 GM0279  ___________________________________________________________________
 GM0279* NAD 83(1986)-  36 40 49.     (N)    105 20 27.     (W)     SCALED    
 GM0279* NAVD 88     -      2803.557  (meters)    9198.00   (feet)  ADJUSTED  
 GM0279  ___________________________________________________________________
 GM0279  GEOID HEIGHT-         -16.46  (meters)                     GEOID03
 GM0279  DYNAMIC HT  -        2799.422 (meters)    9184.44  (feet)  COMP
 GM0279  MODELED GRAV-     979,054.5   (mgal)                       NAVD 88
 GM0279
 GM0279  VERT ORDER  -  SECOND    CLASS 0
 GM0279
 GM0279.The horizontal coordinates were scaled from a topographic map and have
 GM0279.an estimated accuracy of +/- 6 seconds.
 GM0279
 GM0279.The orthometric height was determined by differential leveling
 GM0279.and adjusted by the National Geodetic Survey in June 1991..
 GM0279
 GM0279.The geoid height was determined by GEOID03.
 GM0279
 GM0279.The dynamic height is computed by dividing the NAVD 88
 GM0279.geopotential number by the normal gravity value computed on the
 GM0279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GM0279.degrees latitude (g = 980.6199 gals.).
 GM0279
 GM0279.The modeled gravity was interpolated from observed gravity values.
 GM0279
 GM0279;                    North         East    Units  Estimated Accuracy
 GM0279;SPC NM E     -   630,470.       74,950.      MT  (+/- 180 meters Scaled)
 GM0279
 GM0279                          SUPERSEDED SURVEY CONTROL
 GM0279
 GM0279  NGVD 29 (??/??/92) 2802.143  (m)         9193.36   (f) ADJ UNCH    2 0
 GM0279
 GM0279.Superseded values are not recommended for survey control.
 GM0279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0279.See file dsdata.txt to determine how the superseded data were derived.
 GM0279
 GM0279_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDA695594(NAD 83)
 GM0279_MARKER: DB = BENCH MARK DISK
 GM0279_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GM0279_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GM0279_STAMPING: K 302 1957
 GM0279_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GM0279+STABILITY: SURFACE MOTION
 GM0279
 GM0279  HISTORY     - Date     Condition        Report By
 GM0279  HISTORY     - 1957     MONUMENTED       CGS
 GM0279
 GM0279                          STATION DESCRIPTION
 GM0279
 GM0279'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GM0279'6.2 MI SE FROM RED RIVER.
 GM0279'ABOUT 6.2 MILES SOUTHEAST ALONG STATE HIGHWAY 38 FROM THE SCHOOL AT
 GM0279'RED RIVER, AT THE MOUTH OF A DRAW, 33 FEET NORTH OF THE CENTER LINE OF
 GM0279'THE HIGHWAY, 47 FEET WEST OF THE NORTH END OF A 30-INCH PIPE CULVERT,
 GM0279'18 FEET EAST OF THE CENTER OF A WIRE GATE, 2 FEET SOUTH OF A FENCE
 GM0279'LINE, 2 FEET SOUTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT 4 FEET
 GM0279'ABOVE THE LEVEL OF THE HIGHWAY AND IN THE TOP OF A CONCRETE POST WHICH
 GM0279'PROJECTS 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0548 ***********************************************************************
 GM0548  DESIGNATION -  K 303
 GM0548  PID         -  GM0548
 GM0548  STATE/COUNTY-  NM/TAOS
 GM0548  USGS QUAD   -  QUESTA (1995)
 GM0548
 GM0548                         *CURRENT SURVEY CONTROL
 GM0548  ___________________________________________________________________
 GM0548* NAD 83(1986)-  36 41 57.     (N)    105 33 07.     (W)     SCALED    
 GM0548* NAVD 88     -      2303.393  (meters)    7557.05   (feet)  ADJUSTED  
 GM0548  ___________________________________________________________________
 GM0548  GEOID HEIGHT-         -16.94  (meters)                     GEOID03
 GM0548  DYNAMIC HT  -        2300.141 (meters)    7546.38  (feet)  COMP
 GM0548  MODELED GRAV-     979,137.8   (mgal)                       NAVD 88
 GM0548
 GM0548  VERT ORDER  -  SECOND    CLASS 0
 GM0548
 GM0548.The horizontal coordinates were scaled from a topographic map and have
 GM0548.an estimated accuracy of +/- 6 seconds.
 GM0548
 GM0548.The orthometric height was determined by differential leveling
 GM0548.and adjusted by the National Geodetic Survey in June 1991..
 GM0548
 GM0548.The geoid height was determined by GEOID03.
 GM0548
 GM0548.The dynamic height is computed by dividing the NAVD 88
 GM0548.geopotential number by the normal gravity value computed on the
 GM0548.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GM0548.degrees latitude (g = 980.6199 gals.).
 GM0548
 GM0548.The modeled gravity was interpolated from observed gravity values.
 GM0548
 GM0548;                    North         East    Units  Estimated Accuracy
 GM0548;SPC NM C     -   632,320.      562,370.      MT  (+/- 180 meters Scaled)
 GM0548
 GM0548                          SUPERSEDED SURVEY CONTROL
 GM0548
 GM0548  NGVD 29 (??/??/92) 2302.082  (m)         7552.75   (f) ADJ UNCH    2 0
 GM0548
 GM0548.Superseded values are not recommended for survey control.
 GM0548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0548.See file dsdata.txt to determine how the superseded data were derived.
 GM0548
 GM0548_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDA506616(NAD 83)
 GM0548_MARKER: DB = BENCH MARK DISK
 GM0548_SETTING: 66 = SET IN ROCK OUTCROP
 GM0548_SP_SET: ROCK SHELF
 GM0548_STAMPING: K 303 1957
 GM0548_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GM0548+STABILITY: POSITION/ELEVATION WELL
 GM0548
 GM0548  HISTORY     - Date     Condition        Report By
 GM0548  HISTORY     - 1957     MONUMENTED       CGS
 GM0548
 GM0548                          STATION DESCRIPTION
 GM0548
 GM0548'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GM0548'2.5 MI E FROM QUESTA.
 GM0548'ABOUT 2.5 MILES EAST ALONG STATE HIGHWAY 38 FROM THE JUNCTION OF STATE
 GM0548'HIGHWAY 3 AT QUESTA, 0.15 MILE NORTHWEST OF A SMALL BRIDGE OVER RED
 GM0548'RIVER, 53 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, ABOUT 270
 GM0548'FEET NORTHWEST OF A BREAK IN A CURVE, SOUTH-SOUTHWEST AND AT THE FOOT
 GM0548'OF A SHEER ROCK CLIFF, ABOUT 5 1/2 FEET ABOVE THE LEVEL OF THE HIGHWAY
 GM0548'AND IN THE TOP OF A FLAT ROCK SHELF WHICH PROJECTS ABOUT 7 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0362 ***********************************************************************
 CW0362  DESIGNATION -  K 308
 CW0362  PID         -  CW0362
 CW0362  STATE/COUNTY-  NM/OTERO
 CW0362  USGS QUAD   -  SHILOH HILLS (1970)
 CW0362
 CW0362                         *CURRENT SURVEY CONTROL
 CW0362  ___________________________________________________________________
 CW0362* NAD 83(1986)-  32 09 13.     (N)    105 23 00.     (W)     SCALED    
 CW0362* NAVD 88     -      1311.569  (meters)    4303.04   (feet)  POSTED    
 CW0362  ___________________________________________________________________
 CW0362  GEOID HEIGHT-         -22.30  (meters)                     GEOID03
 CW0362  DYNAMIC HT  -        1309.610 (meters)    4296.61  (feet)  COMP
 CW0362  MODELED GRAV-     979,101.6   (mgal)                       NAVD 88
 CW0362
 CW0362  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 CW0362
 CW0362.The horizontal coordinates were scaled from a topographic map and have
 CW0362.an estimated accuracy of +/- 6 seconds.
 CW0362
 CW0362.The orthometric height was determined by differential leveling
 CW0362.and adjusted by the National Geodetic Survey in 1992..
 CW0362.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 CW0362.rate of 0.0 thru 1.0 mm/km.
 CW0362
 CW0362.The geoid height was determined by GEOID03.
 CW0362
 CW0362.The dynamic height is computed by dividing the NAVD 88
 CW0362.geopotential number by the normal gravity value computed on the
 CW0362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0362.degrees latitude (g = 980.6199 gals.).
 CW0362
 CW0362.The modeled gravity was interpolated from observed gravity values.
 CW0362
 CW0362;                    North         East    Units  Estimated Accuracy
 CW0362;SPC NM C     -   128,230.      581,750.      MT  (+/- 180 meters Scaled)
 CW0362
 CW0362                          SUPERSEDED SURVEY CONTROL
 CW0362
 CW0362  NGVD 29 (??/??/92) 1311.019  (m)         4301.23   (f) ADJ UNCH    2 0
 CW0362
 CW0362.Superseded values are not recommended for survey control.
 CW0362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0362.See file dsdata.txt to determine how the superseded data were derived.
 CW0362
 CW0362_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDR638575(NAD 83)
 CW0362_MARKER: DB = BENCH MARK DISK
 CW0362_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CW0362_SP_SET: 12.5 FT
 CW0362_STAMPING: K 308 1958
 CW0362_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CW0362
 CW0362  HISTORY     - Date     Condition        Report By
 CW0362  HISTORY     - 1958     MONUMENTED       CGS
 CW0362
 CW0362                          STATION DESCRIPTION
 CW0362
 CW0362'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CW0362'23.4 MI NW FROM DELL CITY, TEXAS.
 CW0362'ABOUT 3.15 MILES NORTH ALONG FARM ROAD 1437 FROM THE POST OFFICE AT
 CW0362'DELL CITY, THENCE 11.5 MILES NORTH ALONG A DIRT ROAD, THENCE 2.7 MILES
 CW0362'NORTHWEST ALONG A DIRT ROAD, THENCE 0.5 MILE SOUTHWEST ALONG A DIRT
 CW0362'ROAD, THENCE 5.55 MILES WEST ALONG A DIRT ROAD, 55 FEET SOUTH OF THE
 CW0362'CENTER LINE OF THE ROAD, ABOUT 0.5 MILE WEST-SOUTHWEST OF A STEEL
 CW0362'WINDMILL, 2 FEET EAST OF A WHITE WOODEN WITNESS POST, ABOUT 2 FEET
 CW0362'ABOVE THE LEVEL OF THE ROAD, AND ON THE TOP OF A 5/8-INCH COPPER
 CW0362'COATED ROD WHICH IS DRIVEN TO A DEPTH OF 12 1/2 FEET AND IS ENCASED IN
 CW0362'A 6-INCH TILE PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0423 ***********************************************************************
 CW0423  DESIGNATION -  K 309
 CW0423  PID         -  CW0423
 CW0423  STATE/COUNTY-  NM/OTERO
 CW0423  USGS QUAD   -  ALAMO MOUNTAIN NE (1975)
 CW0423
 CW0423                         *CURRENT SURVEY CONTROL
 CW0423  ___________________________________________________________________
 CW0423* NAD 83(1986)-  32 11 36.     (N)    105 34 41.     (W)     SCALED    
 CW0423* NAVD 88     -      1406.565  (meters)    4614.71   (feet)  POSTED    
 CW0423  ___________________________________________________________________
 CW0423  GEOID HEIGHT-         -22.25  (meters)                     GEOID03
 CW0423  DYNAMIC HT  -        1404.430 (meters)    4607.70  (feet)  COMP
 CW0423  MODELED GRAV-     979,072.8   (mgal)                       NAVD 88
 CW0423
 CW0423  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 CW0423
 CW0423.The horizontal coordinates were scaled from a topographic map and have
 CW0423.an estimated accuracy of +/- 6 seconds.
 CW0423
 CW0423.The orthometric height was determined by differential leveling
 CW0423.and adjusted by the National Geodetic Survey in 1992..
 CW0423.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 CW0423.rate of 0.0 thru 1.0 mm/km.
 CW0423
 CW0423.The geoid height was determined by GEOID03.
 CW0423
 CW0423.The dynamic height is computed by dividing the NAVD 88
 CW0423.geopotential number by the normal gravity value computed on the
 CW0423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0423.degrees latitude (g = 980.6199 gals.).
 CW0423
 CW0423.The modeled gravity was interpolated from observed gravity values.
 CW0423
 CW0423;                    North         East    Units  Estimated Accuracy
 CW0423;SPC NM C     -   132,500.      563,360.      MT  (+/- 180 meters Scaled)
 CW0423
 CW0423                          SUPERSEDED SURVEY CONTROL
 CW0423
 CW0423  NGVD 29 (??/??/92) 1405.971  (m)         4612.76   (f) ADJ UNCH    2 0
 CW0423
 CW0423.Superseded values are not recommended for survey control.
 CW0423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0423.See file dsdata.txt to determine how the superseded data were derived.
 CW0423
 CW0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDR455620(NAD 83)
 CW0423_MARKER: DB = BENCH MARK DISK
 CW0423_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CW0423_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CW0423_STAMPING: K 309 1958
 CW0423_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CW0423+STABILITY: SURFACE MOTION
 CW0423
 CW0423  HISTORY     - Date     Condition        Report By
 CW0423  HISTORY     - 1958     MONUMENTED       CGS
 CW0423  HISTORY     - 1962     GOOD             PECO
 CW0423
 CW0423                          STATION DESCRIPTION
 CW0423
 CW0423'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CW0423'37.15 MI NW FROM DELL CITY, TEXAS.
 CW0423'ABOUT 3.15 MILES NORTH ALONG FARM ROAD 1437 FROM THE POST OFFICE AT
 CW0423'DELL CITY, THENCE 11.5 MILES NORTH ALONG A DIRT ROAD, THENCE 2.7 MILES
 CW0423'NORTHWEST ALONG A DIRT ROAD, THENCE 0.5 MILE SOUTHWEST ALONG A DIRT
 CW0423'ROAD, THENCE 17.8 MILES WEST ALONG A DIRT ROAD, THENCE 1.2 MILES
 CW0423'NORTHEAST ALONG A DIRT ROAD, THENCE 0.3 MILE WEST ALONG A DIRT ROAD,
 CW0423'46 FEET SOUTH OF THE CENTER LINE OF THE ROAD, ABOUT 100 FEET WEST OF
 CW0423'THE CREST OF A SMALL HILL, 2 FEET EAST OF A WHITE WOODEN WITNESS POST,
 CW0423'ABOUT LEVEL WITH THE ROAD, AND IN THE TOP OF A CONCRETE POST
 CW0423'PROJECTING 6 INCHES.
 CW0423
 CW0423                          STATION RECOVERY (1962)
 CW0423
 CW0423'RECOVERY NOTE BY POHLY EXPLORATION COMPANY 1962
 CW0423'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0502 ***********************************************************************
 GM0502  DESIGNATION -  K 31
 GM0502  PID         -  GM0502
 GM0502  STATE/COUNTY-  NM/TAOS
 GM0502  USGS QUAD   -  TRES PIEDRAS (1963)
 GM0502
 GM0502                         *CURRENT SURVEY CONTROL
 GM0502  ___________________________________________________________________
 GM0502* NAD 83(1992)-  36 38 38.17887(N)    105 57 43.10536(W)     ADJUSTED  
 GM0502* NAVD 88     -      2465.556  (meters)    8089.08   (feet)  ADJUSTED  
 GM0502  ___________________________________________________________________
 GM0502  LAPLACE CORR-          -4.52  (seconds)                    DEFLEC99
 GM0502  GEOID HEIGHT-         -17.12  (meters)                     GEOID03
 GM0502  DYNAMIC HT  -        2462.130 (meters)    8077.84  (feet)  COMP
 GM0502  MODELED GRAV-     979,152.8   (mgal)                       NAVD 88
 GM0502
 GM0502  HORZ ORDER  -  SECOND
 GM0502  VERT ORDER  -  FIRST     CLASS II
 GM0502
 GM0502.The horizontal coordinates were established by classical geodetic methods
 GM0502.and adjusted by the National Geodetic Survey in December 1993..
 GM0502
 GM0502.The orthometric height was determined by differential leveling
 GM0502.and adjusted by the National Geodetic Survey in June 1991..
 GM0502
 GM0502.The Laplace correction was computed from DEFLEC99 derived deflections.
 GM0502
 GM0502.The geoid height was determined by GEOID03.
 GM0502
 GM0502.The dynamic height is computed by dividing the NAVD 88
 GM0502.geopotential number by the normal gravity value computed on the
 GM0502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GM0502.degrees latitude (g = 980.6199 gals.).
 GM0502
 GM0502.The modeled gravity was interpolated from observed gravity values.
 GM0502
 GM0502;                    North         East     Units Scale Factor Converg.
 GM0502;SPC NM C     -   625,999.014   525,754.205   MT  0.99990817   +0 10 18.9
 GM0502;SPC NM C     - 2,053,798.43  1,724,911.92   sFT  0.99990817   +0 10 18.9
 GM0502;UTM  13      - 4,055,805.375   414,008.742   MT  0.99969110   -0 34 27.0
 GM0502
 GM0502!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GM0502!SPC NM C     -   0.99961589  x   0.99990817  =   0.99952410
 GM0502!UTM  13      -   0.99961589  x   0.99969110  =   0.99930711
 GM0502
 GM0502                          SUPERSEDED SURVEY CONTROL
 GM0502
 GM0502  NAD 83(1992)-  36 38 38.18207(N)    105 57 43.10975(W) AD(       ) 2
 GM0502  NAD 83(1986)-  36 38 38.18262(N)    105 57 43.11175(W) AD(       ) 2
 GM0502  NAD 27      -  36 38 38.13098(N)    105 57 41.04729(W) AD(       ) 2
 GM0502  NGVD 29 (??/??/92) 2464.292  (m)         8084.93   (f) ADJ UNCH    1 2
 GM0502
 GM0502.Superseded values are not recommended for survey control.
 GM0502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0502.See file dsdata.txt to determine how the superseded data were derived.
 GM0502
 GM0502_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDA1400955805(NAD 83)
 GM0502_MARKER: DB = BENCH MARK DISK
 GM0502_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GM0502_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GM0502_STAMPING: 8084.931 K-31 1933
 GM0502_MARK LOGO: CGS   
 GM0502_PROJECTION: PROJECTING 10 CENTIMETERS
 GM0502_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GM0502+STABILITY: SURFACE MOTION
 GM0502_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GM0502+SATELLITE: SATELLITE OBSERVATIONS - September 25, 2004
 GM0502
 GM0502  HISTORY     - Date     Condition        Report By
 GM0502  HISTORY     - 1954     MONUMENTED       CGS
 GM0502  HISTORY     - 1963     GOOD             USGS
 GM0502  HISTORY     - 1984     GOOD             NGS
 GM0502  HISTORY     - 20040925 GOOD             GEOCAC
 GM0502
 GM0502                          STATION DESCRIPTION
 GM0502
 GM0502'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 GM0502'THE STATION IS LOCATED ON THE EAST SIDE OF AN ABANDONED RAILROAD
 GM0502'RIGHT-OF-WAY ABOUT 1/2 MILE SOUTHEAST OF TRES PIEDRAS, ABOUT
 GM0502'13 MILES AIRLINE NORTHEAST OF VALLECITOS AND ABOUT 27 MILES
 GM0502'AIRLINE NORTHWEST OF TAOS.
 GM0502'
 GM0502'TO REACH THE STATION FROM THE POST OFFICE IN TRES PIEDRAS GO
 GM0502'SOUTH ON U.S. HIGHWAY 285 FOR 0.3 MILE TO A SIDE ROAD ON THE
 GM0502'LEFT.  TURN LEFT ONTO STATE ROAD 111 AND GO EAST 0.2 MILE TO
 GM0502'A SIDE ROAD ON THE RIGHT.  TURN RIGHT AND GO SOUTHEAST 0.05
 GM0502'MILE TO A DIM SIDE ROAD ON THE LEFT.  TURN LEFT AND GO EAST
 GM0502'0.05 MILE TO A FENCE, A WITNESS POST AND THE STATION.
 GM0502'
 GM0502'REFERENCE MARK NUMBER 2 IS A U.S. COAST AND GEODETIC SURVEY
 GM0502'BENCH MARK DISK STAMPED 8084.931 K31 1933 SET IN THE TOP OF
 GM0502'A 10-INCH SQUARE CONCRETE POST THAT PROJECTS 6 INCHES ABOVE
 GM0502'THE GROUND.  IT IS 18 INCHES HIGHER THAN THE STATION.
 GM0502
 GM0502                          STATION RECOVERY (1963)
 GM0502
 GM0502'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 GM0502'IN TRES PIEDRAS.
 GM0502'TRES PIEDRAS, AT THE JCT OF HIGHWAY 111 AND 285.  ABOUT 1200 FT. EAST
 GM0502'OF ALONG STATE HIGHWAY 111 TO OLD RAILROAD X-ING. THENCE SOUTH 360 FT.
 GM0502'21 FT. NE OF CENTERLINE OF THE OLD RAILROAD GRADE-- A STANDARD DISK
 GM0502'STAMPED 8084.931 K-31 1933 AND SET IN TOP OF A CONCR. POST.
 GM0502
 GM0502                          STATION RECOVERY (1984)
 GM0502
 GM0502'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GM0502'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  0.5 KM
 GM0502'(0.3 MI) EAST ALONG U.S. HIGHWAY 64 FROM ITS JUNCTION WITH U.S.
 GM0502'HIGHWAY 285 IN TRES PIEDRAS, 105.5 M (346.1 FT) SOUTH OF THE
 GM0502'CENTERLINE OF THE HIGHWAY, 85.5 M (280.5 FT) SOUTH-SOUTHWEST OF A
 GM0502'T-FENCE CORNER, 8.7 M (28.5 FT) WEST OF A FENCE, 7.2 M (23.6 FT) WEST
 GM0502'OF TRIANGULATION STATION TREY, AND 6.5 M (21.3 FT) EAST OF THE CENTER
 GM0502'OF AN OLD RAILROAD BED.
 GM0502'THE MARK IS 7.2 METERS  W FROM  A WITNESS POST
 GM0502'THE MARK IS 1.6 M ABOVE THE HIGHWAY.
 GM0502
 GM0502                          STATION RECOVERY (2004)
 GM0502
 GM0502'RECOVERY NOTE BY GEOCACHING 2004 (TWS)
 GM0502'LOCATED ON PRIVATE PROPERTY.  RECOVERED IN GOOD CONDITION.  MARK IS
 GM0502'RM2 FOR PID GM0590.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0367 ***********************************************************************
 CV0367  DESIGNATION -  K 310
 CV0367  PID         -  CV0367
 CV0367  STATE/COUNTY-  NM/LEA
 CV0367  USGS QUAD   -  JAL SE (1979)
 CV0367
 CV0367                         *CURRENT SURVEY CONTROL
 CV0367  ___________________________________________________________________
 CV0367* NAD 83(1986)-  32 07 23.     (N)    103 05 27.     (W)     SCALED    
 CV0367* NAVD 88     -       935.709  (meters)    3069.91   (feet)  ADJUSTED  
 CV0367  ___________________________________________________________________
 CV0367  GEOID HEIGHT-         -23.22  (meters)                     GEOID03
 CV0367  DYNAMIC HT  -         934.409 (meters)    3065.64  (feet)  COMP
 CV0367  MODELED GRAV-     979,218.5   (mgal)                       NAVD 88
 CV0367
 CV0367  VERT ORDER  -  SECOND    CLASS 0
 CV0367
 CV0367.The horizontal coordinates were scaled from a topographic map and have
 CV0367.an estimated accuracy of +/- 6 seconds.
 CV0367
 CV0367.The orthometric height was determined by differential leveling
 CV0367.and adjusted by the National Geodetic Survey in June 1991..
 CV0367
 CV0367.The geoid height was determined by GEOID03.
 CV0367
 CV0367.The dynamic height is computed by dividing the NAVD 88
 CV0367.geopotential number by the normal gravity value computed on the
 CV0367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0367.degrees latitude (g = 980.6199 gals.).
 CV0367
 CV0367.The modeled gravity was interpolated from observed gravity values.
 CV0367
 CV0367;                    North         East    Units  Estimated Accuracy
 CV0367;SPC NM E     -   125,190.      282,240.      MT  (+/- 180 meters Scaled)
 CV0367
 CV0367                          SUPERSEDED SURVEY CONTROL
 CV0367
 CV0367  NGVD 29 (??/??/92)  935.311  (m)         3068.60   (f) ADJ UNCH    2 0
 CV0367
 CV0367.Superseded values are not recommended for survey control.
 CV0367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0367.See file dsdata.txt to determine how the superseded data were derived.
 CV0367
 CV0367_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFR801556(NAD 83)
 CV0367_MARKER: DB = BENCH MARK DISK
 CV0367_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0367_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CV0367_STAMPING: K 310 1958
 CV0367_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CV0367+STABILITY: SURFACE MOTION
 CV0367
 CV0367  HISTORY     - Date     Condition        Report By
 CV0367  HISTORY     - 1958     MONUMENTED       CGS
 CV0367
 CV0367                          STATION DESCRIPTION
 CV0367
 CV0367'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CV0367'6.45 MI E FROM JAL.
 CV0367'ABOUT 0.7 MILE NORTH ALONG THE TEXAS-NEW MEXICO RAILWAY FROM THE
 CV0367'STATION AT JAL, THENCE 5.75 MILES EAST ALONG STATE HIGHWAY 128, 50
 CV0367'FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, IN LINE WITH A ROW OF
 CV0367'TELEPHONE POLES, 48 FEET EAST OF A TEE FENCE CORNER, 11 FEET EAST OF A
 CV0367'TELEPHONE POLE, 1 1/2 FEET SOUTH OF THE NORTH RIGHT OF WAY FENCE, 3
 CV0367'FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE
 CV0367'HIGHWAY, AND IN THE TOP OF A CONCRETE POST PROJECTING 9 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0346 ***********************************************************************
 CV0346  DESIGNATION -  K 311
 CV0346  PID         -  CV0346
 CV0346  STATE/COUNTY-  NM/LEA
 CV0346  USGS QUAD   -  JAVELINA BASIN (1973)
 CV0346
 CV0346                         *CURRENT SURVEY CONTROL
 CV0346  ___________________________________________________________________
 CV0346* NAD 83(1986)-  32 03 53.     (N)    103 19 15.     (W)     SCALED    
 CV0346* NAVD 88     -       920.064  (meters)    3018.58   (feet)  ADJUSTED  
 CV0346  ___________________________________________________________________
 CV0346  GEOID HEIGHT-         -24.27  (meters)                     GEOID03
 CV0346  DYNAMIC HT  -         918.742 (meters)    3014.24  (feet)  COMP
 CV0346  MODELED GRAV-     979,171.8   (mgal)                       NAVD 88
 CV0346
 CV0346  VERT ORDER  -  SECOND    CLASS 0
 CV0346
 CV0346.The horizontal coordinates were scaled from a topographic map and have
 CV0346.an estimated accuracy of +/- 6 seconds.
 CV0346
 CV0346.The orthometric height was determined by differential leveling
 CV0346.and adjusted by the National Geodetic Survey in June 1991..
 CV0346
 CV0346.The geoid height was determined by GEOID03.
 CV0346
 CV0346.The dynamic height is computed by dividing the NAVD 88
 CV0346.geopotential number by the normal gravity value computed on the
 CV0346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0346.degrees latitude (g = 980.6199 gals.).
 CV0346
 CV0346.The modeled gravity was interpolated from observed gravity values.
 CV0346
 CV0346;                    North         East    Units  Estimated Accuracy
 CV0346;SPC NM E     -   118,490.      260,600.      MT  (+/- 180 meters Scaled)
 CV0346
 CV0346                          SUPERSEDED SURVEY CONTROL
 CV0346
 CV0346  NGVD 29 (??/??/92)  919.626  (m)         3017.14   (f) ADJ UNCH    2 0
 CV0346
 CV0346.Superseded values are not recommended for survey control.
 CV0346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0346.See file dsdata.txt to determine how the superseded data were derived.
 CV0346
 CV0346_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFR585488(NAD 83)
 CV0346_MARKER: DB = BENCH MARK DISK
 CV0346_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0346_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CV0346_STAMPING: K 311 1958
 CV0346_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CV0346+STABILITY: SURFACE MOTION
 CV0346
 CV0346  HISTORY     - Date     Condition        Report By
 CV0346  HISTORY     - 1958     MONUMENTED       CGS
 CV0346
 CV0346                          STATION DESCRIPTION
 CV0346
 CV0346'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CV0346'9.8 MI W FROM JAL.
 CV0346'ABOUT 0.4 MILE SOUTHWEST ALONG EL PASO DRIVE FROM THE TEXAS-NEW MEXICO
 CV0346'RAILWAY STATION AT JAL, THENCE 3.0 MILES SOUTH ALONG A PAVED ROAD,
 CV0346'THENCE 6.4 MILES WEST ALONG THE EL PASO NATURAL GAS COMPANY PIPELINE
 CV0346'ROAD, 21 FEET SOUTH OF THE CENTER LINE OF THE ROAD, ABOUT 0.5 MILE
 CV0346'WEST OF THE JUNCTION OF A DIRT ROAD LEADING SOUTH, 113 SOUTHWEST OF
 CV0346'AND ACROSS THE ROAD FROM TELEPHONE POLE NUMBER 42, 2 FEET WEST OF A
 CV0346'WHITE WOODEN WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD,
 CV0346'AND IN THE TOP OF A CONCRETE POST PROJECTING 1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0349 ***********************************************************************
 CW0349  DESIGNATION -  K 312
 CW0349  PID         -  CW0349
 CW0349  STATE/COUNTY-  NM/OTERO
 CW0349  USGS QUAD   -  WOODSON CANYON (1963)
 CW0349
 CW0349                         *CURRENT SURVEY CONTROL
 CW0349  ___________________________________________________________________
 CW0349* NAD 83(1986)-  32 45 40.     (N)    105 27 45.     (W)     SCALED    
 CW0349* NAVD 88     -      2048.576  (meters)    6721.04   (feet)  POSTED    
 CW0349  ___________________________________________________________________
 CW0349  GEOID HEIGHT-         -20.34  (meters)                     GEOID03
 CW0349  DYNAMIC HT  -        2045.340 (meters)    6710.42  (feet)  COMP
 CW0349  MODELED GRAV-     978,982.0   (mgal)                       NAVD 88
 CW0349
 CW0349  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 CW0349
 CW0349.The horizontal coordinates were scaled from a topographic map and have
 CW0349.an estimated accuracy of +/- 6 seconds.
 CW0349
 CW0349.The orthometric height was determined by differential leveling
 CW0349.and adjusted by the National Geodetic Survey in 1992..
 CW0349.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 CW0349.rate of 1.1 thru 2.0 mm/km.
 CW0349
 CW0349.The geoid height was determined by GEOID03.
 CW0349
 CW0349.The dynamic height is computed by dividing the NAVD 88
 CW0349.geopotential number by the normal gravity value computed on the
 CW0349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0349.degrees latitude (g = 980.6199 gals.).
 CW0349
 CW0349.The modeled gravity was interpolated from observed gravity values.
 CW0349
 CW0349;                    North         East    Units  Estimated Accuracy
 CW0349;SPC NM C     -   195,540.      573,790.      MT  (+/- 180 meters Scaled)
 CW0349
 CW0349                          SUPERSEDED SURVEY CONTROL
 CW0349
 CW0349  NGVD 29 (??/??/92) 2047.828  (m)         6718.58   (f) ADJ UNCH    2 0
 CW0349
 CW0349.Superseded values are not recommended for survey control.
 CW0349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0349.See file dsdata.txt to determine how the superseded data were derived.
 CW0349
 CW0349_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDS566248(NAD 83)
 CW0349_MARKER: DB = BENCH MARK DISK
 CW0349_SETTING: 66 = SET IN ROCK OUTCROP
 CW0349_SP_SET: OUTCROP
 CW0349_STAMPING: K 312 1958
 CW0349_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CW0349+STABILITY: POSITION/ELEVATION WELL
 CW0349
 CW0349  HISTORY     - Date     Condition        Report By
 CW0349  HISTORY     - 1958     MONUMENTED       CGS
 CW0349
 CW0349                          STATION DESCRIPTION
 CW0349
 CW0349'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CW0349'6.9 MI SE FROM WEED.
 CW0349'ABOUT 0.15 MILE NORTH ALONG A DIRT ROAD FROM THE POST OFFICE AT WEED,
 CW0349'THENCE 0.55 MILE EAST ALONG A DIRT ROAD, THENCE 2.6 MILES EAST ALONG
 CW0349'STATE HIGHWAY 24, THENCE 3.6 MILES SOUTH ALONG THE SAME HIGHWAY, IN
 CW0349'THE TOP OF A ROCK OUTCROP ABOUT FLUSH WITH THE GROUND, 30 FEET WEST OF
 CW0349'THE CENTER LINE OF THE ROAD, ABOUT 0.25 MILE SOUTHWEST OF A RANCH
 CW0349'HOUSE, ABOUT 150 FEET NORTH OF THE CREST OF A SMALL HILL, 1 FOOT EAST
 CW0349'OF A SMALL CAIRN, AND ABOUT 6 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0407 ***********************************************************************
 CW0407  DESIGNATION -  K 313
 CW0407  PID         -  CW0407
 CW0407  STATE/COUNTY-  NM/OTERO
 CW0407  USGS QUAD   -  EL PASO DRAW (1980)
 CW0407
 CW0407                         *CURRENT SURVEY CONTROL
 CW0407  ___________________________________________________________________
 CW0407* NAD 83(1986)-  32 24 36.     (N)    105 38 19.     (W)     SCALED    
 CW0407* NAVD 88     -      1454.897  (meters)    4773.27   (feet)  POSTED    
 CW0407  ___________________________________________________________________
 CW0407  GEOID HEIGHT-         -21.77  (meters)                     GEOID03
 CW0407  DYNAMIC HT  -        1452.700 (meters)    4766.07  (feet)  COMP
 CW0407  MODELED GRAV-     979,078.9   (mgal)                       NAVD 88
 CW0407
 CW0407  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 CW0407
 CW0407.The horizontal coordinates were scaled from a topographic map and have
 CW0407.an estimated accuracy of +/- 6 seconds.
 CW0407
 CW0407.The orthometric height was determined by differential leveling
 CW0407.and adjusted by the National Geodetic Survey in 1992..
 CW0407.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 CW0407.rate of 0.0 thru 1.0 mm/km.
 CW0407
 CW0407.The geoid height was determined by GEOID03.
 CW0407
 CW0407.The dynamic height is computed by dividing the NAVD 88
 CW0407.geopotential number by the normal gravity value computed on the
 CW0407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0407.degrees latitude (g = 980.6199 gals.).
 CW0407
 CW0407.The modeled gravity was interpolated from observed gravity values.
 CW0407
 CW0407;                    North         East    Units  Estimated Accuracy
 CW0407;SPC NM C     -   156,490.      557,510.      MT  (+/- 180 meters Scaled)
 CW0407
 CW0407                          SUPERSEDED SURVEY CONTROL
 CW0407
 CW0407  NGVD 29 (??/??/92) 1454.289  (m)         4771.28   (f) ADJ UNCH    2 0
 CW0407
 CW0407.Superseded values are not recommended for survey control.
 CW0407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0407.See file dsdata.txt to determine how the superseded data were derived.
 CW0407
 CW0407_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDR399860(NAD 83)
 CW0407_MARKER: DB = BENCH MARK DISK
 CW0407_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CW0407_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CW0407_STAMPING: K 313 1958
 CW0407_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CW0407+STABILITY: SURFACE MOTION
 CW0407
 CW0407  HISTORY     - Date     Condition        Report By
 CW0407  HISTORY     - 1958     MONUMENTED       CGS
 CW0407  HISTORY     - 1962     GOOD             PECO
 CW0407
 CW0407                          STATION DESCRIPTION
 CW0407
 CW0407'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CW0407'28.65 MI SW FROM PINON.
 CW0407'ABOUT 0.65 MILE SOUTH ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 CW0407'PINON, THENCE 2.8 MILES WEST ALONG A GRAVELED ROAD, THENCE 1.35 MILES
 CW0407'SOUTH ALONG A GRAVELED ROAD, THENCE 0.2 MILE EAST ALONG A DIRT ROAD,
 CW0407'THENCE 2.65 MILES SOUTH ALONG A DIRT ROAD, THENCE 16.8 MILES SOUTHWEST
 CW0407'ALONG A CANYON ROAD, THENCE 4.2 MILES SOUTH ALONG A DIRT ROAD, 86 FEET
 CW0407'WEST OF THE CENTER LINE OF THE ROAD, 6 FEET NORTH OF A TELEPHONE POLE,
 CW0407'2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT ABOVE THE
 CW0407'LEVEL OF THE ROAD, AND IN THE TOP OF A CONCRETE POST PROJECTING 6
 CW0407'INCHES.
 CW0407
 CW0407                          STATION RECOVERY (1962)
 CW0407
 CW0407'RECOVERY NOTE BY POHLY EXPLORATION COMPANY 1962
 CW0407'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0325 ***********************************************************************
 CW0325  DESIGNATION -  K 314
 CW0325  PID         -  CW0325
 CW0325  STATE/COUNTY-  NM/OTERO
 CW0325  USGS QUAD   -  PINON (1965)
 CW0325
 CW0325                         *CURRENT SURVEY CONTROL
 CW0325  ___________________________________________________________________
 CW0325* NAD 83(1986)-  32 31 47.     (N)    105 28 14.     (W)     SCALED    
 CW0325* NAVD 88     -      2011.664  (meters)    6599.93   (feet)  POSTED    
 CW0325  ___________________________________________________________________
 CW0325  GEOID HEIGHT-         -21.06  (meters)                     GEOID03
 CW0325  DYNAMIC HT  -        2008.470 (meters)    6589.46  (feet)  COMP
 CW0325  MODELED GRAV-     978,975.9   (mgal)                       NAVD 88
 CW0325
 CW0325  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 CW0325
 CW0325.The horizontal coordinates were scaled from a topographic map and have
 CW0325.an estimated accuracy of +/- 6 seconds.
 CW0325
 CW0325.The orthometric height was determined by differential leveling
 CW0325.and adjusted by the National Geodetic Survey in 1992..
 CW0325.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 CW0325.rate of 1.1 thru 2.0 mm/km.
 CW0325
 CW0325.The geoid height was determined by GEOID03.
 CW0325
 CW0325.The dynamic height is computed by dividing the NAVD 88
 CW0325.geopotential number by the normal gravity value computed on the
 CW0325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0325.degrees latitude (g = 980.6199 gals.).
 CW0325
 CW0325.The modeled gravity was interpolated from observed gravity values.
 CW0325
 CW0325;                    North         East    Units  Estimated Accuracy
 CW0325;SPC NM C     -   169,870.      573,220.      MT  (+/- 180 meters Scaled)
 CW0325
 CW0325                          SUPERSEDED SURVEY CONTROL
 CW0325
 CW0325  NGVD 29 (??/??/92) 2010.910  (m)         6597.46   (f) ADJ UNCH    2 0
 CW0325
 CW0325.Superseded values are not recommended for survey control.
 CW0325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0325.See file dsdata.txt to determine how the superseded data were derived.
 CW0325
 CW0325_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDR558992(NAD 83)
 CW0325_MARKER: DB = BENCH MARK DISK
 CW0325_SETTING: 66 = SET IN ROCK OUTCROP
 CW0325_SP_SET: OUTCROP
 CW0325_STAMPING: K 314 1958
 CW0325_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CW0325+STABILITY: POSITION/ELEVATION WELL
 CW0325
 CW0325  HISTORY     - Date     Condition        Report By
 CW0325  HISTORY     - 1958     MONUMENTED       CGS
 CW0325
 CW0325                          STATION DESCRIPTION
 CW0325
 CW0325'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CW0325'10.4 MI SW FROM PINON.
 CW0325'ABOUT 0.65 MILE SOUTH ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 CW0325'PINON, THENCE 2.8 MILES WEST ALONG A GRAVELED ROAD, THENCE 1.35 MILES
 CW0325'SOUTH ALONG A GRAVELED ROAD, THENCE 0.2 MILE EAST ALONG A GRAVELED
 CW0325'ROAD, THENCE 2.65 MILES SOUTH AND 2.75 MILES SOUTHWEST ALONG A WINDING
 CW0325'DIRT ROAD, IN THE TOP OF A ROCK OUTCROP WHICH PROJECTS ABOUT 4 INCHES
 CW0325'ABOVE THE GROUND, 109 FEET NORTH OF THE CENTER LINE OF THE ROAD, ON
 CW0325'THE OUTSIDE OF A CURVE AND ABOUT MIDWAY UP A HILL IN THE ROAD, 1 FOOT
 CW0325'SOUTHEAST OF A CAIRN, AND ABOUT 3 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0395 ***********************************************************************
 CV0395  DESIGNATION -  K 315
 CV0395  PID         -  CV0395
 CV0395  STATE/COUNTY-  NM/LEA
 CV0395  USGS QUAD   -  PADUCA BREAKS WEST (1973)
 CV0395
 CV0395                         *CURRENT SURVEY CONTROL
 CV0395  ___________________________________________________________________
 CV0395* NAD 83(1986)-  32 03 54.     (N)    103 38 28.     (W)     SCALED    
 CV0395* NAVD 88     -       993.111  (meters)    3258.23   (feet)  ADJUSTED  
 CV0395  ___________________________________________________________________
 CV0395  GEOID HEIGHT-         -25.26  (meters)                     GEOID03
 CV0395  DYNAMIC HT  -         991.641 (meters)    3253.41  (feet)  COMP
 CV0395  MODELED GRAV-     979,127.0   (mgal)                       NAVD 88
 CV0395
 CV0395  VERT ORDER  -  SECOND    CLASS 0
 CV0395
 CV0395.The horizontal coordinates were scaled from a topographic map and have
 CV0395.an estimated accuracy of +/- 6 seconds.
 CV0395
 CV0395.The orthometric height was determined by differential leveling
 CV0395.and adjusted by the National Geodetic Survey in June 1991..
 CV0395
 CV0395.The geoid height was determined by GEOID03.
 CV0395
 CV0395.The dynamic height is computed by dividing the NAVD 88
 CV0395.geopotential number by the normal gravity value computed on the
 CV0395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0395.degrees latitude (g = 980.6199 gals.).
 CV0395
 CV0395.The modeled gravity was interpolated from observed gravity values.
 CV0395
 CV0395;                    North         East    Units  Estimated Accuracy
 CV0395;SPC NM E     -   118,290.      230,360.      MT  (+/- 180 meters Scaled)
 CV0395
 CV0395                          SUPERSEDED SURVEY CONTROL
 CV0395
 CV0395  NGVD 29 (??/??/92)  992.621  (m)         3256.62   (f) ADJ UNCH    2 0
 CV0395
 CV0395.Superseded values are not recommended for survey control.
 CV0395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0395.See file dsdata.txt to determine how the superseded data were derived.
 CV0395
 CV0395_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFR282484(NAD 83)
 CV0395_MARKER: DB = BENCH MARK DISK
 CV0395_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0395_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CV0395_STAMPING: K 315 1958
 CV0395_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CV0395+STABILITY: SURFACE MOTION
 CV0395
 CV0395  HISTORY     - Date     Condition        Report By
 CV0395  HISTORY     - 1958     MONUMENTED       CGS
 CV0395
 CV0395                          STATION DESCRIPTION
 CV0395
 CV0395'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CV0395'28.5 MI W FROM JAL.
 CV0395'ABOUT 0.4 MILE SOUTHWEST ALONG EL PASO DRIVE FROM THE TEXAS-NEW MEXICO
 CV0395'RAILWAY STATION AT JAL, THENCE 3.0 MILES SOUTH ALONG A PAVED ROAD,
 CV0395'THENCE 25.1 MILES WEST ALONG THE EL PASO NATURAL GAS COMPANY PIPELINE
 CV0395'ROAD, 36 FEET NORTH OF THE CENTER LINE OF THE ROAD, IN LINE WITH A ROW
 CV0395'OF TELEPHONE POLES, ABOUT 0.25 MILE WEST OF A CATTLE GUARD, 82 FEET
 CV0395'WEST OF TELEPHONE POLE NUMBER 75, 2 FEET EAST OF A METAL WITNESS POST,
 CV0395'ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD, AND IN THE TOP OF A CONCRETE
 CV0395'POST PROJECTING 9 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0340 ***********************************************************************
 DR0340  DESIGNATION -  K 316
 DR0340  PID         -  DR0340
 DR0340  STATE/COUNTY-  NM/CHAVES
 DR0340  USGS QUAD   -  ROSWELL NORTH (1975)
 DR0340
 DR0340                         *CURRENT SURVEY CONTROL
 DR0340  ___________________________________________________________________
 DR0340* NAD 83(1986)-  33 28 52.     (N)    104 31 08.     (W)     SCALED    
 DR0340* NAVD 88     -      1102.207  (meters)    3616.16   (feet)  ADJUSTED  
 DR0340  ___________________________________________________________________
 DR0340  GEOID HEIGHT-         -23.23  (meters)                     GEOID03
 DR0340  DYNAMIC HT  -        1100.706 (meters)    3611.23  (feet)  COMP
 DR0340  MODELED GRAV-     979,238.2   (mgal)                       NAVD 88
 DR0340
 DR0340  VERT ORDER  -  SECOND    CLASS 0
 DR0340
 DR0340.The horizontal coordinates were scaled from a topographic map and have
 DR0340.an estimated accuracy of +/- 6 seconds.
 DR0340
 DR0340.The orthometric height was determined by differential leveling
 DR0340.and adjusted by the National Geodetic Survey in June 1991..
 DR0340
 DR0340.The geoid height was determined by GEOID03.
 DR0340
 DR0340.The dynamic height is computed by dividing the NAVD 88
 DR0340.geopotential number by the normal gravity value computed on the
 DR0340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0340.degrees latitude (g = 980.6199 gals.).
 DR0340
 DR0340.The modeled gravity was interpolated from observed gravity values.
 DR0340
 DR0340;                    North         East    Units  Estimated Accuracy
 DR0340;SPC NM E     -   275,120.      147,760.      MT  (+/- 180 meters Scaled)
 DR0340
 DR0340                          SUPERSEDED SURVEY CONTROL
 DR0340
 DR0340  NGVD 29 (??/??/92) 1101.716  (m)         3614.55   (f) ADJ UNCH    2 0
 DR0340
 DR0340.Superseded values are not recommended for survey control.
 DR0340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0340.See file dsdata.txt to determine how the superseded data were derived.
 DR0340
 DR0340_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SET446047(NAD 83)
 DR0340_MARKER: DB = BENCH MARK DISK
 DR0340_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR0340_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DR0340_STAMPING: K 316 1961
 DR0340_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR0340+STABILITY: SURFACE MOTION
 DR0340
 DR0340  HISTORY     - Date     Condition        Report By
 DR0340  HISTORY     - 1961     MONUMENTED       CGS
 DR0340
 DR0340                          STATION DESCRIPTION
 DR0340
 DR0340'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 DR0340'5.1 MI N FROM ROSWELL.
 DR0340'5.1 MILES NORTH ALONG U.S. HIGHWAY 285 FROM THE COURTHOUSE AT ROSWELL,
 DR0340'101 FEET EAST OF THE HIGHWAY, 30 FEET SOUTH OF THE CENTER OF A GRAVEL
 DR0340'ROAD, 6 FEET SOUTH OF A POWER POLE WITH GUY WIRES, 2 FEET NORTH OF A
 DR0340'METAL WITNESS POST WITH SIGN, 2 FEET BELOW THE LEVEL OF THE HIGHWAY,
 DR0340'SET IN TOP OF A CYLINDRICAL CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0435 ***********************************************************************
 DR0435  DESIGNATION -  K 317
 DR0435  PID         -  DR0435
 DR0435  STATE/COUNTY-  NM/CHAVES
 DR0435  USGS QUAD   -  MARLEY DRAW (1962)
 DR0435
 DR0435                         *CURRENT SURVEY CONTROL
 DR0435  ___________________________________________________________________
 DR0435* NAD 83(1986)-  33 41 55.     (N)    104 34 05.     (W)     SCALED    
 DR0435* NAVD 88     -      1153.808  (meters)    3785.45   (feet)  ADJUSTED  
 DR0435  ___________________________________________________________________
 DR0435  GEOID HEIGHT-         -23.27  (meters)                     GEOID03
 DR0435  DYNAMIC HT  -        1152.236 (meters)    3780.29  (feet)  COMP
 DR0435  MODELED GRAV-     979,235.3   (mgal)                       NAVD 88
 DR0435
 DR0435  VERT ORDER  -  SECOND    CLASS 0
 DR0435
 DR0435.The horizontal coordinates were scaled from a topographic map and have
 DR0435.an estimated accuracy of +/- 6 seconds.
 DR0435
 DR0435.The orthometric height was determined by differential leveling
 DR0435.and adjusted by the National Geodetic Survey in June 1991..
 DR0435
 DR0435.The geoid height was determined by GEOID03.
 DR0435
 DR0435.The dynamic height is computed by dividing the NAVD 88
 DR0435.geopotential number by the normal gravity value computed on the
 DR0435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0435.degrees latitude (g = 980.6199 gals.).
 DR0435
 DR0435.The modeled gravity was interpolated from observed gravity values.
 DR0435
 DR0435;                    North         East    Units  Estimated Accuracy
 DR0435;SPC NM E     -   299,260.      143,240.      MT  (+/- 180 meters Scaled)
 DR0435
 DR0435                          SUPERSEDED SURVEY CONTROL
 DR0435
 DR0435  NGVD 29 (??/??/92) 1153.287  (m)         3783.74   (f) ADJ UNCH    2 0
 DR0435
 DR0435.Superseded values are not recommended for survey control.
 DR0435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0435.See file dsdata.txt to determine how the superseded data were derived.
 DR0435
 DR0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SET400288(NAD 83)
 DR0435_MARKER: DB = BENCH MARK DISK
 DR0435_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR0435_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DR0435_STAMPING: K 317 1961
 DR0435_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR0435+STABILITY: SURFACE MOTION
 DR0435
 DR0435  HISTORY     - Date     Condition        Report By
 DR0435  HISTORY     - 1961     MONUMENTED       CGS
 DR0435
 DR0435                          STATION DESCRIPTION
 DR0435
 DR0435'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 DR0435'20.9 MI NW FROM ROSWELL.
 DR0435'20.9 MILES NORTHWEST ALONG U.S. HIGHWAY 285 FROM THE COURTHOUSE AT
 DR0435'ROSWELL, 98 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 8 FEET EAST OF
 DR0435'A FENCE, 3 FEET SOUTH OF A METAL WITNESS POST WITH SIGN, 1 FOOT BELOW
 DR0435'THE LEVEL OF THE HIGHWAY, SET IN TOP OF A CYLINDRICAL CONCRETE POST
 DR0435'PROJECTING 9 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0285 ***********************************************************************
 CX0285  DESIGNATION -  K 318
 CX0285  PID         -  CX0285
 CX0285  STATE/COUNTY-  NM/OTERO
 CX0285  USGS QUAD   -  TRES HERMANOS SW (1982)
 CX0285
 CX0285                         *CURRENT SURVEY CONTROL
 CX0285  ___________________________________________________________________
 CX0285* NAD 83(1986)-  32 34 20.     (N)    106 08 23.     (W)     SCALED    
 CX0285* NAVD 88     -      1224.030  (meters)    4015.84   (feet)  ADJUSTED  
 CX0285  ___________________________________________________________________
 CX0285  GEOID HEIGHT-         -23.12  (meters)                     GEOID03
 CX0285  DYNAMIC HT  -        1222.237 (meters)    4009.96  (feet)  COMP
 CX0285  MODELED GRAV-     979,131.2   (mgal)                       NAVD 88
 CX0285
 CX0285  VERT ORDER  -  FIRST     CLASS II
 CX0285
 CX0285.The horizontal coordinates were scaled from a topographic map and have
 CX0285.an estimated accuracy of +/- 6 seconds.
 CX0285
 CX0285.The orthometric height was determined by differential leveling
 CX0285.and adjusted by the National Geodetic Survey in June 1991..
 CX0285
 CX0285.The geoid height was determined by GEOID03.
 CX0285
 CX0285.The dynamic height is computed by dividing the NAVD 88
 CX0285.geopotential number by the normal gravity value computed on the
 CX0285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0285.degrees latitude (g = 980.6199 gals.).
 CX0285
 CX0285.The modeled gravity was interpolated from observed gravity values.
 CX0285
 CX0285;                    North         East    Units  Estimated Accuracy
 CX0285;SPC NM C     -   174,320.      510,350.      MT  (+/- 180 meters Scaled)
 CX0285
 CX0285                          SUPERSEDED SURVEY CONTROL
 CX0285
 CX0285  NGVD 29 (??/??/92) 1223.455  (m)         4013.95   (f) ADJ UNCH    1 2
 CX0285
 CX0285.Superseded values are not recommended for survey control.
 CX0285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0285.See file dsdata.txt to determine how the superseded data were derived.
 CX0285
 CX0285_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS930044(NAD 83)
 CX0285_MARKER: DB = BENCH MARK DISK
 CX0285_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CX0285_SP_SET: MONUMENT
 CX0285_STAMPING: K 318 1964
 CX0285_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX0285
 CX0285  HISTORY     - Date     Condition        Report By
 CX0285  HISTORY     - 1964     MONUMENTED       CGS
 CX0285  HISTORY     - 1965     GOOD             NGS
 CX0285
 CX0285                          STATION DESCRIPTION
 CX0285
 CX0285'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 CX0285'13.8 MI N FROM OROGRANDE.
 CX0285'0.4 MILE WEST FROM THE SOUTHERN PACIFIC RAILROAD STATION IN OROGRANDE
 CX0285'TO U.S. HIGHWAY 54, THENCE 0.5 MILE SOUTHEAST ALONG U.S. HIGHWAY 54 TO
 CX0285'WSMR ROUTE NO. 2, THENCE 4.35 MILES NORTHWEST ALONG WSMR ROUTE NO. 2
 CX0285'TO THE EAST GUARD GATE TO WSMR, PASS THROUGH GUARD GATE AND CONTINUE
 CX0285'WEST 0.15 MILE TO WSMR ROUTE NO. 252, THENCE NORTH 11.65 MILES ALONG
 CX0285'WSMR ROUTE NO. 252, 63 FEET EAST OF THE CENTERLINE OF WSMR ROUTE NO.
 CX0285'252, 4.5 FEET NORTHEAST OF A METAL WITNESS SIGN, SET IN THE TOP OF A
 CX0285'12 INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0733 ***********************************************************************
 DS0733  DESIGNATION -  K 319
 DS0733  PID         -  DS0733
 DS0733  STATE/COUNTY-  NM/SOCORRO
 DS0733  USGS QUAD   -  FOSTER WELL (1981)
 DS0733
 DS0733                         *CURRENT SURVEY CONTROL
 DS0733  ___________________________________________________________________
 DS0733* NAD 83(1986)-  33 31 56.     (N)    106 33 47.     (W)     SCALED    
 DS0733* NAVD 88     -      1429.561  (meters)    4690.15   (feet)  ADJUSTED  
 DS0733  ___________________________________________________________________
 DS0733  GEOID HEIGHT-         -22.33  (meters)                     GEOID03
 DS0733  DYNAMIC HT  -        1427.506 (meters)    4683.41  (feet)  COMP
 DS0733  MODELED GRAV-     979,149.9   (mgal)                       NAVD 88
 DS0733
 DS0733  VERT ORDER  -  SECOND    CLASS 0
 DS0733
 DS0733.The horizontal coordinates were scaled from a topographic map and have
 DS0733.an estimated accuracy of +/- 6 seconds.
 DS0733
 DS0733.The orthometric height was determined by differential leveling
 DS0733.and adjusted by the National Geodetic Survey in June 1991..
 DS0733
 DS0733.The geoid height was determined by GEOID03.
 DS0733
 DS0733.The dynamic height is computed by dividing the NAVD 88
 DS0733.geopotential number by the normal gravity value computed on the
 DS0733.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0733.degrees latitude (g = 980.6199 gals.).
 DS0733
 DS0733.The modeled gravity was interpolated from observed gravity values.
 DS0733
 DS0733;                    North         East    Units  Estimated Accuracy
 DS0733;SPC NM C     -   280,820.      470,920.      MT  (+/- 180 meters Scaled)
 DS0733
 DS0733                          SUPERSEDED SURVEY CONTROL
 DS0733
 DS0733  NGVD 29 (??/??/92) 1428.904  (m)         4688.00   (f) ADJ UNCH    2 0
 DS0733
 DS0733.Superseded values are not recommended for survey control.
 DS0733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0733.See file dsdata.txt to determine how the superseded data were derived.
 DS0733
 DS0733_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT548113(NAD 83)
 DS0733_MARKER: DB = BENCH MARK DISK
 DS0733_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0733_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0733_STAMPING: K 319 1965
 DS0733_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0733+STABILITY: SURFACE MOTION
 DS0733
 DS0733  HISTORY     - Date     Condition        Report By
 DS0733  HISTORY     - 1965     MONUMENTED       CGS
 DS0733  HISTORY     - 1966     GOOD             NGS
 DS0733
 DS0733                          STATION DESCRIPTION
 DS0733
 DS0733'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 DS0733'22.9 MI S FROM STALLION RANGE CENTER.
 DS0733'ABOUT 16.8 MILES SOUTHEAST ALONG WHITE SANDS MISSILE RANGE ROUTE 7
 DS0733'FROM THE HEADQUARTERS BUILDING AT STALLION RANGE CENTER, THENCE 3.95
 DS0733'MILES SOUTHWEST ALONG WHITE SANDS MISSILE RANGE ROUTE 13, THENCE 2.15
 DS0733'MILES SOUTH ALONG A BLADED DIRT ROAD, IN S 18, T 9 S, R 4 E, 60 FEET
 DS0733'WEST OF THE CENTER LINE OF THE ROAD, 3 FEET SOUTHWEST OF A METAL
 DS0733'WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD, AND SET IN THE
 DS0733'TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0143 ***********************************************************************
 FP0143  DESIGNATION -  K 32
 FP0143  PID         -  FP0143
 FP0143  STATE/COUNTY-  NM/MCKINLEY
 FP0143  USGS QUAD   -  TWIN LAKES (1979)
 FP0143
 FP0143                         *CURRENT SURVEY CONTROL
 FP0143  ___________________________________________________________________
 FP0143* NAD 83(1986)-  35 38 12.     (N)    108 51 34.     (W)     SCALED    
 FP0143* NAVD 88     -      2057.146  (meters)    6749.15   (feet)  ADJUSTED  
 FP0143  ___________________________________________________________________
 FP0143  GEOID HEIGHT-         -21.07  (meters)                     GEOID03
 FP0143  DYNAMIC HT  -        2054.261 (meters)    6739.69  (feet)  COMP
 FP0143  MODELED GRAV-     979,157.4   (mgal)                       NAVD 88
 FP0143
 FP0143  VERT ORDER  -  FIRST     CLASS II
 FP0143
 FP0143.The horizontal coordinates were scaled from a topographic map and have
 FP0143.an estimated accuracy of +/- 6 seconds.
 FP0143
 FP0143.The orthometric height was determined by differential leveling
 FP0143.and adjusted by the National Geodetic Survey in June 1991..
 FP0143
 FP0143.The geoid height was determined by GEOID03.
 FP0143
 FP0143.The dynamic height is computed by dividing the NAVD 88
 FP0143.geopotential number by the normal gravity value computed on the
 FP0143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0143.degrees latitude (g = 980.6199 gals.).
 FP0143
 FP0143.The modeled gravity was interpolated from observed gravity values.
 FP0143
 FP0143;                    North         East    Units  Estimated Accuracy
 FP0143;SPC NM W     -   514,700.      737,070.      MT  (+/- 180 meters Scaled)
 FP0143
 FP0143                          SUPERSEDED SURVEY CONTROL
 FP0143
 FP0143  NGVD 29 (??/??/92) 2056.176  (m)         6745.97   (f) ADJ UNCH    1 2
 FP0143
 FP0143.Superseded values are not recommended for survey control.
 FP0143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0143.See file dsdata.txt to determine how the superseded data were derived.
 FP0143
 FP0143_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXE938457(NAD 83)
 FP0143_MARKER: DB = BENCH MARK DISK
 FP0143_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FP0143_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FP0143_STAMPING: K-32 1933
 FP0143_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FP0143+STABILITY: SURFACE MOTION
 FP0143
 FP0143  HISTORY     - Date     Condition        Report By
 FP0143  HISTORY     - 1933     MONUMENTED       CGS
 FP0143  HISTORY     - 1963     GOOD             USGS
 FP0143
 FP0143                          STATION DESCRIPTION
 FP0143
 FP0143'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 FP0143'12.9 MI NW FROM GALLUP.
 FP0143'8.3 MILES N ALONG U.S. 666 TO JUNCTION OF 666 AND STATE HIGHWAY 68
 FP0143'THEN W 4.6 ALONG STATE HIGHWAY 68 THEN 300 FEET N OF CENTERLINE OF
 FP0143'HIGHWAY TO TELEPHONE LINE 3 FEET SOUTH OF POLE A STANDARD DISK SET IN
 FP0143'CONCRETE POLE.  PROBABLY THE TABLET WILL BE COVERED BY SAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0675 ***********************************************************************
 CW0675  DESIGNATION -  K 32 RESET
 CW0675  PID         -  CW0675
 CW0675  STATE/COUNTY-  NM/EDDY
 CW0675  USGS QUAD   -  RED BLUFF (1985)
 CW0675
 CW0675                         *CURRENT SURVEY CONTROL
 CW0675  ___________________________________________________________________
 CW0675* NAD 83(1986)-  32 05 14.     (N)    104 04 12.     (W)     SCALED    
 CW0675* NAVD 88     -       890.733  (meters)    2922.35   (feet)  ADJUSTED  
 CW0675  ___________________________________________________________________
 CW0675  GEOID HEIGHT-         -25.44  (meters)                     GEOID03
 CW0675  DYNAMIC HT  -         889.428 (meters)    2918.07  (feet)  COMP
 CW0675  MODELED GRAV-     979,146.0   (mgal)                       NAVD 88
 CW0675
 CW0675  VERT ORDER  -  FIRST     CLASS II
 CW0675
 CW0675.The horizontal coordinates were scaled from a topographic map and have
 CW0675.an estimated accuracy of +/- 6 seconds.
 CW0675
 CW0675.The orthometric height was determined by differential leveling
 CW0675.and adjusted by the National Geodetic Survey in June 1991..
 CW0675
 CW0675.The geoid height was determined by GEOID03.
 CW0675
 CW0675.The dynamic height is computed by dividing the NAVD 88
 CW0675.geopotential number by the normal gravity value computed on the
 CW0675.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0675.degrees latitude (g = 980.6199 gals.).
 CW0675
 CW0675.The modeled gravity was interpolated from observed gravity values.
 CW0675
 CW0675;                    North         East    Units  Estimated Accuracy
 CW0675;SPC NM E     -   120,570.      189,860.      MT  (+/- 180 meters Scaled)
 CW0675
 CW0675                          SUPERSEDED SURVEY CONTROL
 CW0675
 CW0675.No superseded survey control is available for this station.
 CW0675
 CW0675_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SER877504(NAD 83)
 CW0675_MARKER: DB = BENCH MARK DISK
 CW0675_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CW0675_SP_SET: ABUTMENT
 CW0675_STAMPING: K 32 1944 RESET 1970
 CW0675_MARK LOGO: USGS  
 CW0675_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CW0675+STABILITY: POSITION/ELEVATION WELL
 CW0675
 CW0675  HISTORY     - Date     Condition        Report By
 CW0675  HISTORY     - 1970     MONUMENTED       USGS
 CW0675  HISTORY     - 1981     GOOD             NGS
 CW0675
 CW0675                          STATION DESCRIPTION
 CW0675
 CW0675'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CW0675'15.5 KM (9.6 MI) SE FROM MALAGA.
 CW0675'15.5 KM (9.6 MI) SOUTHERLY ALONG U.S. HIGHWAY 285 FROM THE POST
 CW0675'OFFICE IN MALAGA, IN TOP OF THE EAST END OF THE NORTH ABUTMENT OF
 CW0675'BRIDGE NUMBER 7163, 7.9 METERS (26.0 FT) EAST-NORTHEAST OF THE
 CW0675'CENTERLINE OF THE HIGHWAY.
 CW0675'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0224 ***********************************************************************
 DS0224  DESIGNATION -  K 320
 DS0224  PID         -  DS0224
 DS0224  STATE/COUNTY-  NM/LINCOLN
 DS0224  USGS QUAD   -  RED CANYON (1982)
 DS0224
 DS0224                         *CURRENT SURVEY CONTROL
 DS0224  ___________________________________________________________________
 DS0224* NAD 83(1986)-  33 38 52.     (N)    106 14 51.     (W)     SCALED    
 DS0224* NAVD 88     -      1602.433  (meters)    5257.32   (feet)  ADJUSTED  
 DS0224  ___________________________________________________________________
 DS0224  GEOID HEIGHT-         -21.39  (meters)                     GEOID03
 DS0224  DYNAMIC HT  -        1600.097 (meters)    5249.65  (feet)  COMP
 DS0224  MODELED GRAV-     979,122.7   (mgal)                       NAVD 88
 DS0224
 DS0224  VERT ORDER  -  SECOND    CLASS 0
 DS0224
 DS0224.The horizontal coordinates were scaled from a topographic map and have
 DS0224.an estimated accuracy of +/- 6 seconds.
 DS0224
 DS0224.The orthometric height was determined by differential leveling
 DS0224.and adjusted by the National Geodetic Survey in June 1991..
 DS0224
 DS0224.The geoid height was determined by GEOID03.
 DS0224
 DS0224.The dynamic height is computed by dividing the NAVD 88
 DS0224.geopotential number by the normal gravity value computed on the
 DS0224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0224.degrees latitude (g = 980.6199 gals.).
 DS0224
 DS0224.The modeled gravity was interpolated from observed gravity values.
 DS0224
 DS0224;                    North         East    Units  Estimated Accuracy
 DS0224;SPC NM C     -   293,590.      500,230.      MT  (+/- 180 meters Scaled)
 DS0224
 DS0224                          SUPERSEDED SURVEY CONTROL
 DS0224
 DS0224  NGVD 29 (??/??/92) 1601.718  (m)         5254.97   (f) ADJ UNCH    2 0
 DS0224
 DS0224.Superseded values are not recommended for survey control.
 DS0224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0224.See file dsdata.txt to determine how the superseded data were derived.
 DS0224
 DS0224_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT843238(NAD 83)
 DS0224_MARKER: DB = BENCH MARK DISK
 DS0224_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0224_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0224_STAMPING: K 320 1968
 DS0224_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0224+STABILITY: SURFACE MOTION
 DS0224
 DS0224  HISTORY     - Date     Condition        Report By
 DS0224  HISTORY     - 1968     MONUMENTED       CGS
 DS0224  HISTORY     - 1969     GOOD             NGS
 DS0224
 DS0224                          STATION DESCRIPTION
 DS0224
 DS0224'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 DS0224'18.7 MI NW FROM OSCURO.
 DS0224'ABOUT 7.75 MILES NORTHWEST ALONG WHITE SANDS MISSILE RANGE ROUTE 12
 DS0224'FROM THE STORE AT OSCURO, THENCE 10.05 MILES NORTHWEST ALONG WHITE
 DS0224'SANDS MISSILE RANGE ROUTE 9, 0.1 MILE SOUTHEAST OF THE JUNCTION OF THE
 DS0224'ROUTE AND A DIRT ROAD WHICH LEADS NORTHWEST, 88 FEET SOUTHWEST OF THE
 DS0224'CENTER LINE OF THE ROUTE, 3.0 FEET NORTH OF A METAL WITNESS POST,
 DS0224'ABOUT 3 FEET BELOW THE LEVEL OF THE ROUTE, AND SET IN THE TOP OF A
 DS0224'CONCRETE POST WHICH PROJECTS 8 INCHES ABOVE THE SURFACE OF THE GROUND.
 DS0224'SEC 6, T 8S, R 7E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0335 ***********************************************************************
 CX0335  DESIGNATION -  K 321
 CX0335  PID         -  CX0335
 CX0335  STATE/COUNTY-  NM/OTERO
 CX0335  USGS QUAD   -  TRES HERMANOS SW (1982)
 CX0335
 CX0335                         *CURRENT SURVEY CONTROL
 CX0335  ___________________________________________________________________
 CX0335* NAD 83(1986)-  32 37 29.     (N)    106 14 51.     (W)     SCALED    
 CX0335* NAVD 88     -      1208.348  (meters)    3964.39   (feet)  ADJUSTED  
 CX0335  ___________________________________________________________________
 CX0335  GEOID HEIGHT-         -23.36  (meters)                     GEOID03
 CX0335  DYNAMIC HT  -        1206.577 (meters)    3958.58  (feet)  COMP
 CX0335  MODELED GRAV-     979,131.6   (mgal)                       NAVD 88
 CX0335
 CX0335  VERT ORDER  -  FIRST     CLASS II
 CX0335
 CX0335.The horizontal coordinates were scaled from a topographic map and have
 CX0335.an estimated accuracy of +/- 6 seconds.
 CX0335
 CX0335.The orthometric height was determined by differential leveling
 CX0335.and adjusted by the National Geodetic Survey in June 1991..
 CX0335
 CX0335.The geoid height was determined by GEOID03.
 CX0335
 CX0335.The dynamic height is computed by dividing the NAVD 88
 CX0335.geopotential number by the normal gravity value computed on the
 CX0335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0335.degrees latitude (g = 980.6199 gals.).
 CX0335
 CX0335.The modeled gravity was interpolated from observed gravity values.
 CX0335
 CX0335;                    North         East    Units  Estimated Accuracy
 CX0335;SPC NM C     -   180,140.      500,240.      MT  (+/- 180 meters Scaled)
 CX0335
 CX0335                          SUPERSEDED SURVEY CONTROL
 CX0335
 CX0335  NGVD 29 (??/??/92) 1207.769  (m)         3962.49   (f) ADJ UNCH    1 2
 CX0335
 CX0335.Superseded values are not recommended for survey control.
 CX0335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0335.See file dsdata.txt to determine how the superseded data were derived.
 CX0335
 CX0335_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS829103(NAD 83)
 CX0335_MARKER: DB = BENCH MARK DISK
 CX0335_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CX0335_SP_SET: MONUMENT
 CX0335_STAMPING: K 321 1966
 CX0335_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX0335
 CX0335  HISTORY     - Date     Condition        Report By
 CX0335  HISTORY     - 1966     MONUMENTED       CGS
 CX0335  HISTORY     - 1968     GOOD             NGS
 CX0335
 CX0335                          STATION DESCRIPTION
 CX0335
 CX0335'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CX0335'12.6 MI SW FROM WHITE SANDS NAT MON HDQ.
 CX0335'11.5 MILES, SOUTHWEST, ALONG U. S. HIGHWAY 70 FROM WHITE SANDS
 CX0335'NATIONAL MONUMENT HEADQUARTERS.  THENCE, THROUGH GATE, FOLLOWING
 CX0335'GRAVELED ROAD SOUTHWEST 2.3 MILES TO A FORK.  THENCE SOUTHWEST, ALONG
 CX0335'POWER LINE ROAD, 0.6 MILE TO BENCH MARK 27 FEET SOUTHEAST OF THE
 CX0335'CENTERLINE OF ROAD, 15 FEET SOUTHEAST OF POWERLINE POLE AND 2 FEET
 CX0335'SOUTHEAST OF METAL WITNESS SIGN SET IN THE TOP OF A CONCRETE MONUMENT
 CX0335'THAT IS 12-INCHES IN DIAMETER THAT IS ABOUT 2 INCHES BELOW GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0344 ***********************************************************************
 CX0344  DESIGNATION -  K 322
 CX0344  PID         -  CX0344
 CX0344  STATE/COUNTY-  NM/OTERO
 CX0344  USGS QUAD   -  LAKE LUCERO NE (1982)
 CX0344
 CX0344                         *CURRENT SURVEY CONTROL
 CX0344  ___________________________________________________________________
 CX0344* NAD 83(1986)-  32 43 04.     (N)    106 19 34.     (W)     SCALED    
 CX0344* NAVD 88     -      1226.723  (meters)    4024.67   (feet)  ADJUSTED  
 CX0344  ___________________________________________________________________
 CX0344  GEOID HEIGHT-         -23.36  (meters)                     GEOID03
 CX0344  DYNAMIC HT  -        1224.929 (meters)    4018.79  (feet)  COMP
 CX0344  MODELED GRAV-     979,133.6   (mgal)                       NAVD 88
 CX0344
 CX0344  VERT ORDER  -  SECOND    CLASS 0
 CX0344
 CX0344.The horizontal coordinates were scaled from a topographic map and have
 CX0344.an estimated accuracy of +/- 6 seconds.
 CX0344
 CX0344.The orthometric height was determined by differential leveling
 CX0344.and adjusted by the National Geodetic Survey in June 1991..
 CX0344
 CX0344.The geoid height was determined by GEOID03.
 CX0344
 CX0344.The dynamic height is computed by dividing the NAVD 88
 CX0344.geopotential number by the normal gravity value computed on the
 CX0344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0344.degrees latitude (g = 980.6199 gals.).
 CX0344
 CX0344.The modeled gravity was interpolated from observed gravity values.
 CX0344
 CX0344;                    North         East    Units  Estimated Accuracy
 CX0344;SPC NM C     -   190,460.      492,870.      MT  (+/- 180 meters Scaled)
 CX0344
 CX0344                          SUPERSEDED SURVEY CONTROL
 CX0344
 CX0344  NGVD 29 (??/??/92) 1226.135  (m)         4022.74   (f) ADJ UNCH    2 0
 CX0344
 CX0344.Superseded values are not recommended for survey control.
 CX0344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0344.See file dsdata.txt to determine how the superseded data were derived.
 CX0344
 CX0344_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS757207(NAD 83)
 CX0344_MARKER: DB = BENCH MARK DISK
 CX0344_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CX0344_SP_SET: MONUMENT
 CX0344_STAMPING: K 322 1966
 CX0344_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX0344
 CX0344  HISTORY     - Date     Condition        Report By
 CX0344  HISTORY     - 1966     MONUMENTED       CGS
 CX0344
 CX0344                          STATION DESCRIPTION
 CX0344
 CX0344'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 CX0344'10.0 MI SW FROM WHITE SANDS NATL MON HQ.
 CX0344'9.0 MILES SOUTHWEST FROM WHITE SANDS NATIONAL MONUMENT HEADQUARTERS
 CX0344'ALONG U.S. HIGHWAY 70, THENCE WEST-NORTHWEST 3.0 MILES ALONG A BLADED
 CX0344'ROAD TO A FORK, CONTINUE NORTHWEST 0.15 MILE ON THE RIGHT FORK TO A T
 CX0344'JUNCTION WITH OLD HIGHWAY 70, NOW WSMR ROUTE NO. 271, CONTINUE
 CX0344'NORTHWEST 2.6 MILES ALONG WSMR NO. 271, 30 FEET EAST OF THE CENTERLINE
 CX0344'OF WSMR NO. 271, 5 FEET EAST OF A METAL WITNESS SIGN, SET IN THE TOP
 CX0344'OF A ROUND CONCRETE MONUMENT THAT PROJECTS 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0140 ***********************************************************************
 DS0140  DESIGNATION -  K 323
 DS0140  PID         -  DS0140
 DS0140  STATE/COUNTY-  NM/LINCOLN
 DS0140  USGS QUAD   -  BULL GAP SW (1981)
 DS0140
 DS0140                         *CURRENT SURVEY CONTROL
 DS0140  ___________________________________________________________________
 DS0140* NAD 83(1986)-  33 37 10.     (N)    106 09 32.     (W)     SCALED    
 DS0140* NAVD 88     -      1524.749  (meters)    5002.45   (feet)  ADJUSTED  
 DS0140  ___________________________________________________________________
 DS0140  GEOID HEIGHT-         -21.31  (meters)                     GEOID03
 DS0140  DYNAMIC HT  -        1522.551 (meters)    4995.24  (feet)  COMP
 DS0140  MODELED GRAV-     979,141.3   (mgal)                       NAVD 88
 DS0140
 DS0140  VERT ORDER  -  SECOND    CLASS 0
 DS0140
 DS0140.The horizontal coordinates were scaled from a topographic map and have
 DS0140.an estimated accuracy of +/- 6 seconds.
 DS0140
 DS0140.The orthometric height was determined by differential leveling
 DS0140.and adjusted by the National Geodetic Survey in June 1991..
 DS0140
 DS0140.The geoid height was determined by GEOID03.
 DS0140
 DS0140.The dynamic height is computed by dividing the NAVD 88
 DS0140.geopotential number by the normal gravity value computed on the
 DS0140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0140.degrees latitude (g = 980.6199 gals.).
 DS0140
 DS0140.The modeled gravity was interpolated from observed gravity values.
 DS0140
 DS0140;                    North         East    Units  Estimated Accuracy
 DS0140;SPC NM C     -   290,450.      508,450.      MT  (+/- 180 meters Scaled)
 DS0140
 DS0140                          SUPERSEDED SURVEY CONTROL
 DS0140
 DS0140  NGVD 29 (??/??/92) 1524.063  (m)         5000.20   (f) ADJ UNCH    2 0
 DS0140
 DS0140.Superseded values are not recommended for survey control.
 DS0140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0140.See file dsdata.txt to determine how the superseded data were derived.
 DS0140
 DS0140_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT925205(NAD 83)
 DS0140_MARKER: DB = BENCH MARK DISK
 DS0140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0140_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0140_STAMPING: K 323 1968
 DS0140_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0140+STABILITY: SURFACE MOTION
 DS0140
 DS0140  HISTORY     - Date     Condition        Report By
 DS0140  HISTORY     - 1968     MONUMENTED       CGS
 DS0140  HISTORY     - 1969     GOOD             NGS
 DS0140
 DS0140                          STATION DESCRIPTION
 DS0140
 DS0140'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 DS0140'14.45 MI NW FROM OSCURO.
 DS0140'ABOUT 7.05 MILES NORTHWEST ALONG WHITE SANDS MISSILE RANGE ROUTE 12
 DS0140'FROM THE STORE AT OSCURO, THENCE 7.4 MILES NORTH ALONG WHITE SANDS
 DS0140'MISSILE RANGE 11, 59 FEET SOUTHEAST OF THE CENTER OF THE JUNCTION OF
 DS0140'THE ROUTE AND ROAD NUMBER 335, 52 FEET EAST OF THE CENTER LINE OF THE
 DS0140'ROUTE, 117 FEET NORTHWEST OF THE CENTER OF A GATE, 56 FEET WEST OF A
 DS0140'FENCE, 3.6 FEET EAST OF A METAL WITNESS POST, ABOUT 2 FEET ABOVE THE
 DS0140'LEVEL OF THE ROUTE, AND SET IN THE TOP OF A CONCRETE POST WHICH
 DS0140'PROJECTS 6 INCHES ABOVE THE SURFACE OF THE GROUND.  SEC 13 T 8S, R 7E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0690 ***********************************************************************
 DS0690  DESIGNATION -  K 327
 DS0690  PID         -  DS0690
 DS0690  STATE/COUNTY-  NM/SOCORRO
 DS0690  USGS QUAD   -  GRANJEAN WELL (1981)
 DS0690
 DS0690                         *CURRENT SURVEY CONTROL
 DS0690  ___________________________________________________________________
 DS0690* NAD 83(1986)-  33 43 30.     (N)    106 40 52.     (W)     SCALED    
 DS0690* NAVD 88     -      1467.537  (meters)    4814.74   (feet)  ADJUSTED  
 DS0690  ___________________________________________________________________
 DS0690  GEOID HEIGHT-         -22.41  (meters)                     GEOID03
 DS0690  DYNAMIC HT  -        1465.438 (meters)    4807.86  (feet)  COMP
 DS0690  MODELED GRAV-     979,155.5   (mgal)                       NAVD 88
 DS0690
 DS0690  VERT ORDER  -  SECOND    CLASS 0
 DS0690
 DS0690.The horizontal coordinates were scaled from a topographic map and have
 DS0690.an estimated accuracy of +/- 6 seconds.
 DS0690
 DS0690.The orthometric height was determined by differential leveling
 DS0690.and adjusted by the National Geodetic Survey in June 1991..
 DS0690
 DS0690.The geoid height was determined by GEOID03.
 DS0690
 DS0690.The dynamic height is computed by dividing the NAVD 88
 DS0690.geopotential number by the normal gravity value computed on the
 DS0690.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0690.degrees latitude (g = 980.6199 gals.).
 DS0690
 DS0690.The modeled gravity was interpolated from observed gravity values.
 DS0690
 DS0690;                    North         East    Units  Estimated Accuracy
 DS0690;SPC NM C     -   302,240.      460,050.      MT  (+/- 180 meters Scaled)
 DS0690
 DS0690                          SUPERSEDED SURVEY CONTROL
 DS0690
 DS0690  NGVD 29 (??/??/92) 1466.867  (m)         4812.55   (f) ADJ UNCH    2 0
 DS0690
 DS0690.Superseded values are not recommended for survey control.
 DS0690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0690.See file dsdata.txt to determine how the superseded data were derived.
 DS0690
 DS0690_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT442329(NAD 83)
 DS0690_MARKER: DB = BENCH MARK DISK
 DS0690_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0690_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0690_STAMPING: K 327 1966
 DS0690_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0690+STABILITY: SURFACE MOTION
 DS0690
 DS0690  HISTORY     - Date     Condition        Report By
 DS0690  HISTORY     - 1966     MONUMENTED       CGS
 DS0690
 DS0690                          STATION DESCRIPTION
 DS0690
 DS0690'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 DS0690'7.35 MI S FROM STALLION RANGE CENTER.
 DS0690'ABOUT 0.35 MILE NORTHWEST ALONG WHITE SANDS, MISSILE RANGE ROUTE 7
 DS0690'FROM THE HEADQUARTERS BUILDING AT STALLION RANGE CENTER, THENCE 7.0
 DS0690'MILES SOUTH ALONG WHITE SANDS MISSILE RANGE ROUTE 5, IN S 1, T 7 S, R
 DS0690'2 E, 151 FEET WEST OF THE CENTER LINE OF THE ROAD, 6 FEET SOUTH OF A
 DS0690'TELEPHONE POLE AND IN LINE WITH A ROW OF TELEPHONE POLES, 1.2 FEET
 DS0690'WEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN
 DS0690'THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0707 ***********************************************************************
 DS0707  DESIGNATION -  K 328
 DS0707  PID         -  DS0707
 DS0707  STATE/COUNTY-  NM/SOCORRO
 DS0707  USGS QUAD   -  BLAKEMORE WELL (1981)
 DS0707
 DS0707                         *CURRENT SURVEY CONTROL
 DS0707  ___________________________________________________________________
 DS0707* NAD 83(1986)-  33 30 19.     (N)    106 40 27.     (W)     SCALED    
 DS0707* NAVD 88     -      1426.353  (meters)    4679.63   (feet)  ADJUSTED  
 DS0707  ___________________________________________________________________
 DS0707  GEOID HEIGHT-         -22.45  (meters)                     GEOID03
 DS0707  DYNAMIC HT  -        1424.311 (meters)    4672.93  (feet)  COMP
 DS0707  MODELED GRAV-     979,155.7   (mgal)                       NAVD 88
 DS0707
 DS0707  VERT ORDER  -  SECOND    CLASS 0
 DS0707
 DS0707.The horizontal coordinates were scaled from a topographic map and have
 DS0707.an estimated accuracy of +/- 6 seconds.
 DS0707
 DS0707.The orthometric height was determined by differential leveling
 DS0707.and adjusted by the National Geodetic Survey in June 1991..
 DS0707
 DS0707.The geoid height was determined by GEOID03.
 DS0707
 DS0707.The dynamic height is computed by dividing the NAVD 88
 DS0707.geopotential number by the normal gravity value computed on the
 DS0707.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0707.degrees latitude (g = 980.6199 gals.).
 DS0707
 DS0707.The modeled gravity was interpolated from observed gravity values.
 DS0707
 DS0707;                    North         East    Units  Estimated Accuracy
 DS0707;SPC NM C     -   277,870.      460,590.      MT  (+/- 180 meters Scaled)
 DS0707
 DS0707                          SUPERSEDED SURVEY CONTROL
 DS0707
 DS0707  NGVD 29 (??/??/92) 1425.707  (m)         4677.51   (f) ADJ UNCH    2 0
 DS0707
 DS0707.Superseded values are not recommended for survey control.
 DS0707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0707.See file dsdata.txt to determine how the superseded data were derived.
 DS0707
 DS0707_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT444085(NAD 83)
 DS0707_MARKER: DB = BENCH MARK DISK
 DS0707_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0707_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0707_STAMPING: K 328 1966
 DS0707_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0707+STABILITY: SURFACE MOTION
 DS0707
 DS0707  HISTORY     - Date     Condition        Report By
 DS0707  HISTORY     - 1966     MONUMENTED       CGS
 DS0707
 DS0707                          STATION DESCRIPTION
 DS0707
 DS0707'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 DS0707'23.3 MI S FROM STALLION RANGE CENTER.
 DS0707'ABOUT 0.35 MILE NORTHWEST ALONG WHITE SANDS MISSILE RANGE ROUTE 7 FROM
 DS0707'THE HEADQUARTERS BUILDING AT STALLION RANGE CENTER, THENCE 22.95 MILES
 DS0707'SOUTH ALONG WHITE SANDS MISSILE RANGE ROUTE 5, IN S 19, T 9 S, R 2 E,
 DS0707'154 FEET EAST OF THE CENTER LINE OF THE ROAD, 18 FEET SOUTH OF THE
 DS0707'MORE WESTERLY OF TWO TELEPHONE POLES BRACED BY 4 GUY WIRES, IN LINE
 DS0707'WITH A ROW OF TELEPHONE POLES AND BETWEEN 2 GUY WIRES, 1.2 FEET NORTH
 DS0707'OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE ROAD, AND
 DS0707'SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0515 ***********************************************************************
 DS0515  DESIGNATION -  K 329
 DS0515  PID         -  DS0515
 DS0515  STATE/COUNTY-  NM/SIERRA
 DS0515  USGS QUAD   -  HARDSCRABBLE MOUNTAINS (1981)
 DS0515
 DS0515                         *CURRENT SURVEY CONTROL
 DS0515  ___________________________________________________________________
 DS0515* NAD 83(1986)-  33 12 32.     (N)    106 42 22.     (W)     SCALED    
 DS0515* NAVD 88     -      1892.835  (meters)    6210.08   (feet)  ADJUSTED  
 DS0515  ___________________________________________________________________
 DS0515  GEOID HEIGHT-         -22.11  (meters)                     GEOID03
 DS0515  DYNAMIC HT  -        1889.960 (meters)    6200.64  (feet)  COMP
 DS0515  MODELED GRAV-     979,050.1   (mgal)                       NAVD 88
 DS0515
 DS0515  VERT ORDER  -  SECOND    CLASS 0
 DS0515
 DS0515.The horizontal coordinates were scaled from a topographic map and have
 DS0515.an estimated accuracy of +/- 6 seconds.
 DS0515
 DS0515.The orthometric height was determined by differential leveling
 DS0515.and adjusted by the National Geodetic Survey in June 1991..
 DS0515
 DS0515.The geoid height was determined by GEOID03.
 DS0515
 DS0515.The dynamic height is computed by dividing the NAVD 88
 DS0515.geopotential number by the normal gravity value computed on the
 DS0515.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0515.degrees latitude (g = 980.6199 gals.).
 DS0515
 DS0515.The modeled gravity was interpolated from observed gravity values.
 DS0515
 DS0515;                    North         East    Units  Estimated Accuracy
 DS0515;SPC NM W     -   245,490.      935,090.      MT  (+/- 180 meters Scaled)
 DS0515
 DS0515                          SUPERSEDED SURVEY CONTROL
 DS0515
 DS0515  NGVD 29 (??/??/92) 1892.096  (m)         6207.65   (f) ADJ UNCH    2 0
 DS0515
 DS0515.Superseded values are not recommended for survey control.
 DS0515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0515.See file dsdata.txt to determine how the superseded data were derived.
 DS0515
 DS0515_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS409757(NAD 83)
 DS0515_MARKER: DB = BENCH MARK DISK
 DS0515_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0515_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0515_STAMPING: K 329 1966
 DS0515_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0515+STABILITY: SURFACE MOTION
 DS0515
 DS0515  HISTORY     - Date     Condition        Report By
 DS0515  HISTORY     - 1966     MONUMENTED       CGS
 DS0515
 DS0515                          STATION DESCRIPTION
 DS0515
 DS0515'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 DS0515'15.8 MI NW FROM RHODES CANYON RANGE CENTER.
 DS0515'ABOUT 15.8 MILES NORTHWEST ALONG WHITE SANDS MISSILE RANGE ROUTE 6,
 DS0515'FORMERLY STATE HIGHWAY 52, FROM THE HEADQUARTERS BUILDING AT RHODES
 DS0515'CANYON RANGE CENTER, IN S 2, T 13 S, R 2 E, 53 FEET NORTHEAST OF THE
 DS0515'CENTER LINE OF THE ROAD, 34 FEET SOUTHWEST OF THE SOUTHWEST BANK OF A
 DS0515'LARGE WASH, 1.2 FEET NORTHEAST OF A METAL WITNESS POST, ABOUT 2 FEET
 DS0515'ABOVE THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 DS0515'PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0149 ***********************************************************************
 CX0149  DESIGNATION -  K 330
 CX0149  PID         -  CX0149
 CX0149  STATE/COUNTY-  NM/DONA ANA
 CX0149  USGS QUAD   -  HEART OF THE SANDS NW (1982)
 CX0149
 CX0149                         *CURRENT SURVEY CONTROL
 CX0149  ___________________________________________________________________
 CX0149* NAD 83(1986)-  32 57 24.     (N)    106 25 09.     (W)     SCALED    
 CX0149* NAVD 88     -      1192.341  (meters)    3911.87   (feet)  ADJUSTED  
 CX0149  ___________________________________________________________________
 CX0149  GEOID HEIGHT-         -23.28  (meters)                     GEOID03
 CX0149  DYNAMIC HT  -        1190.613 (meters)    3906.20  (feet)  COMP
 CX0149  MODELED GRAV-     979,148.2   (mgal)                       NAVD 88
 CX0149
 CX0149  VERT ORDER  -  SECOND    CLASS 0
 CX0149
 CX0149.The horizontal coordinates were scaled from a topographic map and have
 CX0149.an estimated accuracy of +/- 6 seconds.
 CX0149
 CX0149.The orthometric height was determined by differential leveling
 CX0149.and adjusted by the National Geodetic Survey in June 1991..
 CX0149
 CX0149.The geoid height was determined by GEOID03.
 CX0149
 CX0149.The dynamic height is computed by dividing the NAVD 88
 CX0149.geopotential number by the normal gravity value computed on the
 CX0149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0149.degrees latitude (g = 980.6199 gals.).
 CX0149
 CX0149.The modeled gravity was interpolated from observed gravity values.
 CX0149
 CX0149;                    North         East    Units  Estimated Accuracy
 CX0149;SPC NM C     -   216,960.      484,190.      MT  (+/- 180 meters Scaled)
 CX0149
 CX0149                          SUPERSEDED SURVEY CONTROL
 CX0149
 CX0149  NGVD 29 (??/??/92) 1191.739  (m)         3909.90   (f) ADJ UNCH    2 0
 CX0149
 CX0149.Superseded values are not recommended for survey control.
 CX0149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0149.See file dsdata.txt to determine how the superseded data were derived.
 CX0149
 CX0149_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS673473(NAD 83)
 CX0149_MARKER: DB = BENCH MARK DISK
 CX0149_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CX0149_SP_SET: 8 FEET
 CX0149_STAMPING: K 330 1966
 CX0149_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CX0149
 CX0149  HISTORY     - Date     Condition        Report By
 CX0149  HISTORY     - 1966     MONUMENTED       CGS
 CX0149
 CX0149                          STATION DESCRIPTION
 CX0149
 CX0149'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 CX0149'16.25 MI S FROM RHODES CANYON RANGE CENTER.
 CX0149'ABOUT 4.0 MILES SOUTHEAST ALONG WHITE SANDS MISSILE RANGE ROUTE 6 FROM
 CX0149'THE HEADQUARTERS BUILDING AT RHODES CANYON RANGE CENTER, THENCE 3.1
 CX0149'MILES SOUTH ALONG WHITE SANDS MISSILE RANGE ROUTE 304, THENCE 9.15
 CX0149'MILES SOUTH ALONG A BLADED DIRT ROAD, IN S 3, T 5 E, T 16 S, 162 YARDS
 CX0149'WEST OF THE CENTER LINE OF THE ROAD AT THE WEST EDGE OF THE NORTHRUP
 CX0149'AIRSTRIP, 1.9 FEET SOUTHWEST OF A METAL WITNESS POST, ABOUT 1 FOOT
 CX0149'ABOVE THE LEVEL OF THE ROAD, AND ON THE TOP OF A 5/8-INCH COPPER
 CX0149'COATED ROD THAT IS DRIVEN TO A DEPTH 8 FEET AND IS ENCASED IN A 5-INCH
 CX0149'CAST IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0479 ***********************************************************************
 DS0479  DESIGNATION -  K 331
 DS0479  PID         -  DS0479
 DS0479  STATE/COUNTY-  NM/OTERO
 DS0479  USGS QUAD   -  LUMLEY LAKE NE (1982)
 DS0479
 DS0479                         *CURRENT SURVEY CONTROL
 DS0479  ___________________________________________________________________
 DS0479* NAD 83(1986)-  33 12 32.     (N)    106 16 55.     (W)     SCALED    
 DS0479* NAVD 88     -      1249.303  (meters)    4098.75   (feet)  ADJUSTED  
 DS0479  ___________________________________________________________________
 DS0479  GEOID HEIGHT-         -22.82  (meters)                     GEOID03
 DS0479  DYNAMIC HT  -        1247.506 (meters)    4092.86  (feet)  COMP
 DS0479  MODELED GRAV-     979,156.1   (mgal)                       NAVD 88
 DS0479
 DS0479  VERT ORDER  -  SECOND    CLASS 0
 DS0479
 DS0479.The horizontal coordinates were scaled from a topographic map and have
 DS0479.an estimated accuracy of +/- 6 seconds.
 DS0479
 DS0479.The orthometric height was determined by differential leveling
 DS0479.and adjusted by the National Geodetic Survey in June 1991..
 DS0479
 DS0479.The geoid height was determined by GEOID03.
 DS0479
 DS0479.The dynamic height is computed by dividing the NAVD 88
 DS0479.geopotential number by the normal gravity value computed on the
 DS0479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0479.degrees latitude (g = 980.6199 gals.).
 DS0479
 DS0479.The modeled gravity was interpolated from observed gravity values.
 DS0479
 DS0479;                    North         East    Units  Estimated Accuracy
 DS0479;SPC NM C     -   244,920.      497,020.      MT  (+/- 180 meters Scaled)
 DS0479
 DS0479                          SUPERSEDED SURVEY CONTROL
 DS0479
 DS0479  NGVD 29 (??/??/92) 1248.682  (m)         4096.72   (f) ADJ UNCH    2 0
 DS0479
 DS0479.Superseded values are not recommended for survey control.
 DS0479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0479.See file dsdata.txt to determine how the superseded data were derived.
 DS0479
 DS0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS805751(NAD 83)
 DS0479_MARKER: DB = BENCH MARK DISK
 DS0479_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DS0479_SP_SET: 10.5 FT
 DS0479_STAMPING: K 331 1966
 DS0479_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DS0479
 DS0479  HISTORY     - Date     Condition        Report By
 DS0479  HISTORY     - 1966     MONUMENTED       CGS
 DS0479
 DS0479                          STATION DESCRIPTION
 DS0479
 DS0479'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 DS0479'18.3 MI NE FROM RHODES CANYON RANGE CENTER.
 DS0479'ABOUT 11.4 MILES EAST ALONG WHITE SANDS MISSILE RANGE ROUTE 6 FROM THE
 DS0479'HEADQUARTERS BUILDING AT RHODES CANYON RANGE CENTER, THENCE 6.9 MILES
 DS0479'NORTH ALONG WHITE SANDS MISSILE RANGE ROUTE 17, 166 YARDS NORTHEAST OF
 DS0479'A POLE BRACED BY 3 GUY WIRES WHICH BEARS A SMALL TARGET, 41 YARDS
 DS0479'NORTHEAST OF THE U.S. GENERAL LAND OFFICE SECTION CORNER POST 1/4
 DS0479'S3/S10 1938, 100 YARDS SOUTH OF A CURVE IN THE ROAD, 104 FEET WEST OF
 DS0479'THE CENTER LINE OF A BLADED TRACK ROAD, 2.0 FEET WEST OF A METAL
 DS0479'WITNESS POST, ABOUT 2.0 FEET BELOW THE LEVEL OF THE ROAD, AND ON THE
 DS0479'TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 10
 DS0479'1/2 FEET, ENCASED IN A 6-INCH CAST IRON PIPE WHICH PROJECTS 6 INCHES.
 DS0479'S 10, T 13 S, R 7 E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0727 ***********************************************************************
 DS0727  DESIGNATION -  K 332
 DS0727  PID         -  DS0727
 DS0727  STATE/COUNTY-  NM/SOCORRO
 DS0727  USGS QUAD   -  FOSTER WELL (1981)
 DS0727
 DS0727                         *CURRENT SURVEY CONTROL
 DS0727  ___________________________________________________________________
 DS0727* NAD 83(1986)-  33 33 44.     (N)    106 35 47.     (W)     SCALED    
 DS0727* NAVD 88     -      1427.561  (meters)    4683.59   (feet)  ADJUSTED  
 DS0727  ___________________________________________________________________
 DS0727  GEOID HEIGHT-         -22.42  (meters)                     GEOID03
 DS0727  DYNAMIC HT  -        1425.506 (meters)    4676.85  (feet)  COMP
 DS0727  MODELED GRAV-     979,148.3   (mgal)                       NAVD 88
 DS0727
 DS0727  VERT ORDER  -  SECOND    CLASS 0
 DS0727
 DS0727.The horizontal coordinates were scaled from a topographic map and have
 DS0727.an estimated accuracy of +/- 6 seconds.
 DS0727
 DS0727.The orthometric height was determined by differential leveling
 DS0727.and adjusted by the National Geodetic Survey in June 1991..
 DS0727
 DS0727.The geoid height was determined by GEOID03.
 DS0727
 DS0727.The dynamic height is computed by dividing the NAVD 88
 DS0727.geopotential number by the normal gravity value computed on the
 DS0727.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0727.degrees latitude (g = 980.6199 gals.).
 DS0727
 DS0727.The modeled gravity was interpolated from observed gravity values.
 DS0727
 DS0727;                    North         East    Units  Estimated Accuracy
 DS0727;SPC NM C     -   284,160.      467,840.      MT  (+/- 180 meters Scaled)
 DS0727
 DS0727                          SUPERSEDED SURVEY CONTROL
 DS0727
 DS0727  NGVD 29 (??/??/92) 1426.898  (m)         4681.41   (f) ADJ UNCH    2 0
 DS0727
 DS0727.Superseded values are not recommended for survey control.
 DS0727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0727.See file dsdata.txt to determine how the superseded data were derived.
 DS0727
 DS0727_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT518147(NAD 83)
 DS0727_MARKER: DB = BENCH MARK DISK
 DS0727_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0727_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0727_STAMPING: K 332 1966
 DS0727_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0727+STABILITY: SURFACE MOTION
 DS0727
 DS0727  HISTORY     - Date     Condition        Report By
 DS0727  HISTORY     - 1966     MONUMENTED       CGS
 DS0727
 DS0727                          STATION DESCRIPTION
 DS0727
 DS0727'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 DS0727'22.15 MI SE FROM STALLION RANGE CENTER.
 DS0727'ABOUT 0.35 MILE NORTHWEST ALONG WHITE SANDS MISSILE RANGE ROUTE 7 FROM
 DS0727'THE HEADQUARTERS BUILDING AT STALLION RANGE CENTER, THENCE 18.8 MILES
 DS0727'SOUTH ALONG WHITE SANDS MISSILE RANGE ROUTE 5, THENCE 3 MILES EAST
 DS0727'ALONG WHITE SANDS MISSILE RANGE ROUTE 26, IN S 2, T 9 S, R 3 E, 124
 DS0727'FEET NORTH OF THE CENTER LINE OF THE ROAD, 8 FEET WEST OF TELEPHONE
 DS0727'POLE 680 AND IN LINE WITH A ROW OF TELEPHONE POLES, 2.1 FEET EAST OF A
 DS0727'METAL WITNESS POST, ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE ROAD, AND
 DS0727'SET IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0717 ***********************************************************************
 DS0717  DESIGNATION -  K 333
 DS0717  PID         -  DS0717
 DS0717  STATE/COUNTY-  NM/SOCORRO
 DS0717  USGS QUAD   -  GRANJEAN WELL (1981)
 DS0717
 DS0717                         *CURRENT SURVEY CONTROL
 DS0717  ___________________________________________________________________
 DS0717* NAD 83(1986)-  33 39 14.     (N)    106 38 23.     (W)     SCALED    
 DS0717* NAVD 88     -      1433.101  (meters)    4701.77   (feet)  ADJUSTED  
 DS0717  ___________________________________________________________________
 DS0717  GEOID HEIGHT-         -22.47  (meters)                     GEOID03
 DS0717  DYNAMIC HT  -        1431.037 (meters)    4694.99  (feet)  COMP
 DS0717  MODELED GRAV-     979,147.0   (mgal)                       NAVD 88
 DS0717
 DS0717  VERT ORDER  -  SECOND    CLASS 0
 DS0717
 DS0717.The horizontal coordinates were scaled from a topographic map and have
 DS0717.an estimated accuracy of +/- 6 seconds.
 DS0717
 DS0717.The orthometric height was determined by differential leveling
 DS0717.and adjusted by the National Geodetic Survey in June 1991..
 DS0717
 DS0717.The geoid height was determined by GEOID03.
 DS0717
 DS0717.The dynamic height is computed by dividing the NAVD 88
 DS0717.geopotential number by the normal gravity value computed on the
 DS0717.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0717.degrees latitude (g = 980.6199 gals.).
 DS0717
 DS0717.The modeled gravity was interpolated from observed gravity values.
 DS0717
 DS0717;                    North         East    Units  Estimated Accuracy
 DS0717;SPC NM C     -   294,340.      463,850.      MT  (+/- 180 meters Scaled)
 DS0717
 DS0717                          SUPERSEDED SURVEY CONTROL
 DS0717
 DS0717  NGVD 29 (??/??/92) 1432.427  (m)         4699.55   (f) ADJ UNCH    2 0
 DS0717
 DS0717.Superseded values are not recommended for survey control.
 DS0717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0717.See file dsdata.txt to determine how the superseded data were derived.
 DS0717
 DS0717_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT479249(NAD 83)
 DS0717_MARKER: DB = BENCH MARK DISK
 DS0717_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0717_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0717_STAMPING: K 333 1966
 DS0717_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0717+STABILITY: SURFACE MOTION
 DS0717
 DS0717  HISTORY     - Date     Condition        Report By
 DS0717  HISTORY     - 1966     MONUMENTED       CGS
 DS0717
 DS0717                          STATION DESCRIPTION
 DS0717
 DS0717'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 DS0717'14.65 MI S FROM STALLION RANGE CENTER.
 DS0717'ABOUT 0.35 MILES NORTHWEST ALONG WHITE SANDS MISSILE RANGE ROUTE 7
 DS0717'FROM THE HEADQUARTERS BUILDING AT STALLION RANGE CENTER, THENCE 11.15
 DS0717'MILES SOUTH ALONG WHITE SANDS MISSILE RANGE ROUTE 5, THENCE 3.15 MILES
 DS0717'EAST ALONG WHITE SANDS MISSILE RANGE ROUTE 22, IN S 33, T 7 S, R 3 59
 DS0717'FEET SOUTH OF THE CENTER LINE OF THE ROAD, 1.7 FEET EAST OF A METAL
 DS0717'WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 DS0717'CONCRETE POST WHICH PROJECTS 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0503 ***********************************************************************
 CX0503  DESIGNATION -  K 334
 CX0503  PID         -  CX0503
 CX0503  STATE/COUNTY-  NM/DONA ANA
 CX0503  USGS QUAD   -  NEWMAN SW (1955)
 CX0503
 CX0503                         *CURRENT SURVEY CONTROL
 CX0503  ___________________________________________________________________
 CX0503* NAD 83(1986)-  32 06 38.     (N)    106 22 54.     (W)     SCALED    
 CX0503* NAVD 88     -      1233.901  (meters)    4048.22   (feet)  ADJUSTED  
 CX0503  ___________________________________________________________________
 CX0503  GEOID HEIGHT-         -23.87  (meters)                     GEOID03
 CX0503  DYNAMIC HT  -        1232.034 (meters)    4042.10  (feet)  COMP
 CX0503  MODELED GRAV-     979,083.7   (mgal)                       NAVD 88
 CX0503
 CX0503  VERT ORDER  -  FIRST     CLASS II
 CX0503
 CX0503.The horizontal coordinates were scaled from a topographic map and have
 CX0503.an estimated accuracy of +/- 6 seconds.
 CX0503
 CX0503.The orthometric height was determined by differential leveling
 CX0503.and adjusted by the National Geodetic Survey in June 1991..
 CX0503
 CX0503.The geoid height was determined by GEOID03.
 CX0503
 CX0503.The dynamic height is computed by dividing the NAVD 88
 CX0503.geopotential number by the normal gravity value computed on the
 CX0503.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0503.degrees latitude (g = 980.6199 gals.).
 CX0503
 CX0503.The modeled gravity was interpolated from observed gravity values.
 CX0503
 CX0503;                    North         East    Units  Estimated Accuracy
 CX0503;SPC NM C     -   123,130.      487,580.      MT  (+/- 180 meters Scaled)
 CX0503
 CX0503                          SUPERSEDED SURVEY CONTROL
 CX0503
 CX0503  NGVD 29 (??/??/92) 1233.294  (m)         4046.23   (f) ADJ UNCH    1 2
 CX0503
 CX0503.Superseded values are not recommended for survey control.
 CX0503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0503.See file dsdata.txt to determine how the superseded data were derived.
 CX0503
 CX0503_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR696535(NAD 83)
 CX0503_MARKER: DB = BENCH MARK DISK
 CX0503_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX0503_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CX0503_STAMPING: K 334 1966
 CX0503_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX0503+STABILITY: SURFACE MOTION
 CX0503
 CX0503  HISTORY     - Date     Condition        Report By
 CX0503  HISTORY     - 1966     MONUMENTED       CGS
 CX0503  HISTORY     - 1967     GOOD             NGS
 CX0503
 CX0503                          STATION DESCRIPTION
 CX0503
 CX0503'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 CX0503'12.75 MI NW FROM NEWMAN, TEXAS.
 CX0503'ABOUT 5.95 MILES NORTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 CX0503'THE POST OFFICE AT NEWMAN, THENCE 6.8 MILES WEST ALONG STATE HIGHWAY
 CX0503'404, IN S 25, T 25 S, R 5 E, 1.0 MILE WEST OF A MILITARY WATER TOWER,
 CX0503'54 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 3 FEET NORTHEAST
 CX0503'OF A TELEPHONE POLE, IN LINE WITH A ROW OF TELEPHONE POLES, 2 1/2 FEET
 CX0503'SOUTHWEST OF A METAL WITNESS POST, ABOUT 3 FEET ABOVE THE LEVEL OF THE
 CX0503'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0403 ***********************************************************************
 CX0403  DESIGNATION -  K 335
 CX0403  PID         -  CX0403
 CX0403  STATE/COUNTY-  NM/DONA ANA
 CX0403  USGS QUAD   -  NEWMAN SW (1955)
 CX0403
 CX0403                         *CURRENT SURVEY CONTROL
 CX0403  ___________________________________________________________________
 CX0403* NAD 83(1986)-  32 07 06.     (N)    106 29 34.     (W)     SCALED    
 CX0403* NAVD 88     -      1252.468  (meters)    4109.14   (feet)  ADJUSTED  
 CX0403  ___________________________________________________________________
 CX0403  GEOID HEIGHT-         -23.78  (meters)                     GEOID03
 CX0403  DYNAMIC HT  -        1250.585 (meters)    4102.96  (feet)  COMP
 CX0403  MODELED GRAV-     979,092.6   (mgal)                       NAVD 88
 CX0403
 CX0403  VERT ORDER  -  FIRST     CLASS II
 CX0403
 CX0403.The horizontal coordinates were scaled from a topographic map and have
 CX0403.an estimated accuracy of +/- 6 seconds.
 CX0403
 CX0403.The orthometric height was determined by differential leveling
 CX0403.and adjusted by the National Geodetic Survey in June 1991..
 CX0403
 CX0403.The geoid height was determined by GEOID03.
 CX0403
 CX0403.The dynamic height is computed by dividing the NAVD 88
 CX0403.geopotential number by the normal gravity value computed on the
 CX0403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0403.degrees latitude (g = 980.6199 gals.).
 CX0403
 CX0403.The modeled gravity was interpolated from observed gravity values.
 CX0403
 CX0403;                    North         East    Units  Estimated Accuracy
 CX0403;SPC NM C     -   124,010.      477,090.      MT  (+/- 180 meters Scaled)
 CX0403
 CX0403                          SUPERSEDED SURVEY CONTROL
 CX0403
 CX0403  NGVD 29 (??/??/92) 1251.878  (m)         4107.20   (f) ADJ UNCH    1 2
 CX0403
 CX0403.Superseded values are not recommended for survey control.
 CX0403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0403.See file dsdata.txt to determine how the superseded data were derived.
 CX0403
 CX0403_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR591545(NAD 83)
 CX0403_MARKER: DB = BENCH MARK DISK
 CX0403_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CX0403_SP_SET: 23 FEET
 CX0403_STAMPING: K 335 1966
 CX0403_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CX0403
 CX0403  HISTORY     - Date     Condition        Report By
 CX0403  HISTORY     - 1966     MONUMENTED       CGS
 CX0403  HISTORY     - 1967     GOOD             NGS
 CX0403
 CX0403                          STATION DESCRIPTION
 CX0403
 CX0403'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 CX0403'17.3 MI NE FROM ANTHONY TEXAS.
 CX0403'ABOUT 2.0 MILES NORTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 CX0403'RAILWAY FROM THE STATION AT ANTHONY, THENCE 9.45 MILES EAST ALONG
 CX0403'STATE HIGHWAY 404, THENCE 5.85 MILES NORTH ALONG STATE HIGHWAY 213, IN
 CX0403'S 24, T 25 S, R 4 E, 109 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 CX0403'12 FEET SOUTH OF A TELEPHONE POLE BRACED BY 4 GUY WIRES, 14 FEET NORTH
 CX0403'OF THE ANCHOR FOR THE GUY WIRES, 1.0 FOOT EAST OF A METAL WITNESS
 CX0403'POST, ABOUT 2 1/2 FEET BELOW THE LEVEL OF THE HIGHWAY, AND ON THE TOP
 CX0403'OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 23 FEET
 CX0403'AND IS ENCASED IN A 6-INCH CAST IRON PIPE PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0519 ***********************************************************************
 CX0519  DESIGNATION -  K 336
 CX0519  PID         -  CX0519
 CX0519  STATE/COUNTY-  NM/OTERO
 CX0519  USGS QUAD   -  WHITE SANDS (1955)
 CX0519
 CX0519                         *CURRENT SURVEY CONTROL
 CX0519  ___________________________________________________________________
 CX0519* NAD 83(1986)-  32 23 10.     (N)    106 22 36.     (W)     SCALED    
 CX0519* NAVD 88     -      1202.118  (meters)    3943.95   (feet)  ADJUSTED  
 CX0519  ___________________________________________________________________
 CX0519  GEOID HEIGHT-         -23.75  (meters)                     GEOID03
 CX0519  DYNAMIC HT  -        1200.310 (meters)    3938.02  (feet)  COMP
 CX0519  MODELED GRAV-     979,094.6   (mgal)                       NAVD 88
 CX0519
 CX0519  VERT ORDER  -  FIRST     CLASS II
 CX0519
 CX0519.The horizontal coordinates were scaled from a topographic map and have
 CX0519.an estimated accuracy of +/- 6 seconds.
 CX0519
 CX0519.The orthometric height was determined by differential leveling
 CX0519.and adjusted by the National Geodetic Survey in June 1991..
 CX0519
 CX0519.The geoid height was determined by GEOID03.
 CX0519
 CX0519.The dynamic height is computed by dividing the NAVD 88
 CX0519.geopotential number by the normal gravity value computed on the
 CX0519.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0519.degrees latitude (g = 980.6199 gals.).
 CX0519
 CX0519.The modeled gravity was interpolated from observed gravity values.
 CX0519
 CX0519;                    North         East    Units  Estimated Accuracy
 CX0519;SPC NM C     -   153,690.      488,080.      MT  (+/- 180 meters Scaled)
 CX0519
 CX0519                          SUPERSEDED SURVEY CONTROL
 CX0519
 CX0519  NGVD 29 (??/??/92) 1201.519  (m)         3941.98   (f) ADJ UNCH    1 2
 CX0519
 CX0519.Superseded values are not recommended for survey control.
 CX0519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0519.See file dsdata.txt to determine how the superseded data were derived.
 CX0519
 CX0519_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR705840(NAD 83)
 CX0519_MARKER: DB = BENCH MARK DISK
 CX0519_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CX0519_SP_SET: 31 FEET
 CX0519_STAMPING: K 336 1966
 CX0519_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CX0519
 CX0519  HISTORY     - Date     Condition        Report By
 CX0519  HISTORY     - 1966     MONUMENTED       CGS
 CX0519  HISTORY     - 1967     GOOD             NGS
 CX0519
 CX0519                          STATION DESCRIPTION
 CX0519
 CX0519'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 CX0519'6.95 MI SE FROM W S M R HEADQUARTERS.
 CX0519'ABOUT 5.5 MILES EAST ALONG WHITE SANDS MISSILE RANGE ROUTE 2 FROM THE
 CX0519'WHITE SANDS MISSILE RANGE HEADQUARTERS BUILDING, THENCE 0.65 MILE
 CX0519'SOUTHEAST ALONG WHITE SANDS MISSILE RANGE ROUTE 2-A, THENCE 0.8 MILE
 CX0519'SOUTH ALONG WHITE SANDS MISSILE RANGE ROUTE 3, IN S 19, T 22 S, R 6 E,
 CX0519'150 YARDS NORTHEAST AND ACROSS THE ROAD FROM EAST DRY LAKE, 68 FEET
 CX0519'EAST OF THE CENTER LINE OF THE ROAD, 12 FEET EAST OF A TELEPHONE POLE
 CX0519'WHICH IS BRACED BY 4 GUY WIRES, 8 FEET WEST OF AN ANCHOR FOR A GUY
 CX0519'WIRE, ABOUT 1 FOOT BELOW THE LEVEL OF THE ROAD, AND ON THE TOP OF A
 CX0519'5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 31 FEET AND IS
 CX0519'ENCASED IN A 6-INCH CAST IRON PIPE PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0202 ***********************************************************************
 CX0202  DESIGNATION -  K 337
 CX0202  PID         -  CX0202
 CX0202  STATE/COUNTY-  NM/DONA ANA
 CX0202  USGS QUAD   -  BENNETT MOUNTAIN (1981)
 CX0202
 CX0202                         *CURRENT SURVEY CONTROL
 CX0202  ___________________________________________________________________
 CX0202* NAD 83(1986)-  32 36 31.     (N)    106 25 41.     (W)     SCALED    
 CX0202* NAVD 88     -      1252.105  (meters)    4107.95   (feet)  ADJUSTED  
 CX0202  ___________________________________________________________________
 CX0202  GEOID HEIGHT-         -23.27  (meters)                     GEOID03
 CX0202  DYNAMIC HT  -        1250.272 (meters)    4101.93  (feet)  COMP
 CX0202  MODELED GRAV-     979,131.7   (mgal)                       NAVD 88
 CX0202
 CX0202  VERT ORDER  -  SECOND    CLASS 0
 CX0202
 CX0202.The horizontal coordinates were scaled from a topographic map and have
 CX0202.an estimated accuracy of +/- 6 seconds.
 CX0202
 CX0202.The orthometric height was determined by differential leveling
 CX0202.and adjusted by the National Geodetic Survey in June 1991..
 CX0202
 CX0202.The geoid height was determined by GEOID03.
 CX0202
 CX0202.The dynamic height is computed by dividing the NAVD 88
 CX0202.geopotential number by the normal gravity value computed on the
 CX0202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0202.degrees latitude (g = 980.6199 gals.).
 CX0202
 CX0202.The modeled gravity was interpolated from observed gravity values.
 CX0202
 CX0202;                    North         East    Units  Estimated Accuracy
 CX0202;SPC NM C     -   178,360.      483,290.      MT  (+/- 180 meters Scaled)
 CX0202
 CX0202                          SUPERSEDED SURVEY CONTROL
 CX0202
 CX0202  NGVD 29 (??/??/92) 1251.527  (m)         4106.05   (f) ADJ UNCH    2 0
 CX0202
 CX0202.Superseded values are not recommended for survey control.
 CX0202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0202.See file dsdata.txt to determine how the superseded data were derived.
 CX0202
 CX0202_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS660087(NAD 83)
 CX0202_MARKER: DB = BENCH MARK DISK
 CX0202_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CX0202_SP_SET: MONUMENT
 CX0202_STAMPING: K 337 1968
 CX0202_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX0202
 CX0202  HISTORY     - Date     Condition        Report By
 CX0202  HISTORY     - 1968     MONUMENTED       CGS
 CX0202
 CX0202                          STATION DESCRIPTION
 CX0202
 CX0202'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 CX0202'16.8 MI N FROM WSMR HEADQUARTERS.
 CX0202'4.2 MILES NORTH ALONG MAIN ACCESS ROAD FROM WHITE SANDS MISSILE RANGE
 CX0202'HEADQUARTERS BUILDING.  THENCE 4.6 MILES NORTHEAST ALONG U.S. HIGHWAY
 CX0202'70.  THENCE 10.8 MILES WEST AND NORTH ALONG WSMR ROUTE 7.  IT IS IN
 CX0202'LINE WITH A ROW OF TELEPHONE POLES, 116 FEET OF THE CENTERLINE OF WSMR
 CX0202'ROUTE 7, 99 FEET SOUTH OF A TELEPHONE POLE, 5 FEET WEST OF A METAL
 CX0202'WITNESS SIGN SET IN THE TOP OF A CONCRETE MONUMENT 12 INCHES IN
 CX0202'DIAMETER THAT PROJECTS ABOUT 0.3 FOOT ABOVE THE SURFACE OF THE GROUND
 CX0202'AND IS ABOUT THE SAME ELEVATION AS WSMR ROUTE 7.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0551 ***********************************************************************
 CX0551  DESIGNATION -  K 338
 CX0551  PID         -  CX0551
 CX0551  STATE/COUNTY-  NM/OTERO
 CX0551  USGS QUAD   -  WHITE SANDS SE (1994)
 CX0551
 CX0551                         *CURRENT SURVEY CONTROL
 CX0551  ___________________________________________________________________
 CX0551* NAD 83(1986)-  32 16 23.     (N)    106 16 35.     (W)     SCALED    
 CX0551* NAVD 88     -      1242.095  (meters)    4075.11   (feet)  ADJUSTED  
 CX0551  ___________________________________________________________________
 CX0551  GEOID HEIGHT-         -23.64  (meters)                     GEOID03
 CX0551  DYNAMIC HT  -        1240.236 (meters)    4069.01  (feet)  COMP
 CX0551  MODELED GRAV-     979,099.2   (mgal)                       NAVD 88
 CX0551
 CX0551  VERT ORDER  -  SECOND    CLASS 0
 CX0551
 CX0551.The horizontal coordinates were scaled from a topographic map and have
 CX0551.an estimated accuracy of +/- 6 seconds.
 CX0551
 CX0551.The orthometric height was determined by differential leveling
 CX0551.and adjusted by the National Geodetic Survey in June 1991..
 CX0551
 CX0551.The geoid height was determined by GEOID03.
 CX0551
 CX0551.The dynamic height is computed by dividing the NAVD 88
 CX0551.geopotential number by the normal gravity value computed on the
 CX0551.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0551.degrees latitude (g = 980.6199 gals.).
 CX0551
 CX0551.The modeled gravity was interpolated from observed gravity values.
 CX0551
 CX0551;                    North         East    Units  Estimated Accuracy
 CX0551;SPC NM C     -   141,140.      497,510.      MT  (+/- 180 meters Scaled)
 CX0551
 CX0551                          SUPERSEDED SURVEY CONTROL
 CX0551
 CX0551  NGVD 29 (??/??/92) 1241.503  (m)         4073.16   (f) ADJ UNCH    2 0
 CX0551
 CX0551.Superseded values are not recommended for survey control.
 CX0551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0551.See file dsdata.txt to determine how the superseded data were derived.
 CX0551
 CX0551_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR797714(NAD 83)
 CX0551_MARKER: DB = BENCH MARK DISK
 CX0551_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CX0551_SP_SET: MONUMENT
 CX0551_STAMPING: K 338 1969
 CX0551_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX0551
 CX0551  HISTORY     - Date     Condition        Report By
 CX0551  HISTORY     - 1969     MONUMENTED       CGS
 CX0551
 CX0551                          STATION DESCRIPTION
 CX0551
 CX0551'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CX0551'15.0 MI SE FROM WHITE SANDS MISSILE RANGE HDQ.
 CX0551'8.7 MILES SOUTH ALONG WAR ROAD 11 FROM THE WHITE SANDS MISSILE RANGE
 CX0551'HEADQUARTERS.  THENCE EAST 0.7 MILE ALONG A DIRT ROAD.  THENCE LEFT
 CX0551'FORK EAST NORTHEAST 7.0 MILES TO A ROAD JUNCTION.  THENCE SOUTH 1.7
 CX0551'MILES ALONG A DIRT ROAD.  IT IS 55.0 FEET WEST OF THE CENTER LINE OF
 CX0551'THE ROAD, 4.0 FEET NORTHEAST OF A METAL WITNESS SIGN SET IN THE TOP OF
 CX0551'A 12-INCH IN DIAMETER CONCRETE MONUMENT THAT PROJECTS ABOUT 6-INCHES
 CX0551'ABOVE THE GROUND AND IS ABOUT THE SAME ELEVATION AS THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0405 ***********************************************************************
 CV0405  DESIGNATION -  K 34
 CV0405  PID         -  CV0405
 CV0405  STATE/COUNTY-  NM/EDDY
 CV0405  USGS QUAD   -  LOCO HILLS (1985)
 CV0405
 CV0405                         *CURRENT SURVEY CONTROL
 CV0405  ___________________________________________________________________
 CV0405* NAD 83(1986)-  32 49 05.     (N)    103 58 37.     (W)     SCALED    
 CV0405* NAVD 88     -      1111.877  (meters)    3647.88   (feet)  ADJUSTED  
 CV0405  ___________________________________________________________________
 CV0405  GEOID HEIGHT-         -22.81  (meters)                     GEOID03
 CV0405  DYNAMIC HT  -        1110.340 (meters)    3642.84  (feet)  COMP
 CV0405  MODELED GRAV-     979,217.6   (mgal)                       NAVD 88
 CV0405
 CV0405  VERT ORDER  -  FIRST     CLASS II
 CV0405
 CV0405.The horizontal coordinates were scaled from a topographic map and have
 CV0405.an estimated accuracy of +/- 6 seconds.
 CV0405
 CV0405.The orthometric height was determined by differential leveling
 CV0405.and adjusted by the National Geodetic Survey in June 1991..
 CV0405
 CV0405.The geoid height was determined by GEOID03.
 CV0405
 CV0405.The dynamic height is computed by dividing the NAVD 88
 CV0405.geopotential number by the normal gravity value computed on the
 CV0405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0405.degrees latitude (g = 980.6199 gals.).
 CV0405
 CV0405.The modeled gravity was interpolated from observed gravity values.
 CV0405
 CV0405;                    North         East    Units  Estimated Accuracy
 CV0405;SPC NM E     -   201,630.      198,370.      MT  (+/- 180 meters Scaled)
 CV0405
 CV0405                          SUPERSEDED SURVEY CONTROL
 CV0405
 CV0405  NGVD 29 (??/??/92) 1111.410  (m)         3646.35   (f) ADJ UNCH    1 2
 CV0405
 CV0405.Superseded values are not recommended for survey control.
 CV0405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0405.See file dsdata.txt to determine how the superseded data were derived.
 CV0405
 CV0405_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES957315(NAD 83)
 CV0405_MARKER: DB = BENCH MARK DISK
 CV0405_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0405_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CV0405_STAMPING: K 34 1933
 CV0405_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CV0405+STABILITY: SURFACE MOTION
 CV0405
 CV0405  HISTORY     - Date     Condition        Report By
 CV0405  HISTORY     - 1933     MONUMENTED       CGS
 CV0405  HISTORY     - 1934     GOOD             NGS
 CV0405
 CV0405                          STATION DESCRIPTION
 CV0405
 CV0405'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CV0405'13.7 MI SW FROM MALJAMAR.
 CV0405'13.7 MILES S.W. ALONG HWY. NO. 83 ON STATE HIGHWAY NO. 83, 60 FEET
 CV0405'SOUTH OF CENTERLINE OF HWY. AND ABOUT 245 FEET SOUTH OF TELEPHONE POLE
 CV0405'NO. 822.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0007 ***********************************************************************
 DS0007  DESIGNATION -  K 340
 DS0007  PID         -  DS0007
 DS0007  STATE/COUNTY-  NM/LINCOLN
 DS0007  USGS QUAD   -  WAGON CANYON (1982)
 DS0007
 DS0007                         *CURRENT SURVEY CONTROL
 DS0007  ___________________________________________________________________
 DS0007* NAD 83(1986)-  33 44 51.     (N)    106 01 17.     (W)     SCALED    
 DS0007* NAVD 88     -      1751.248  (meters)    5745.55   (feet)  ADJUSTED  
 DS0007  ___________________________________________________________________
 DS0007  GEOID HEIGHT-         -20.75  (meters)                     GEOID03
 DS0007  DYNAMIC HT  -        1748.680 (meters)    5737.13  (feet)  COMP
 DS0007  MODELED GRAV-     979,107.4   (mgal)                       NAVD 88
 DS0007
 DS0007  VERT ORDER  -  FIRST     CLASS II
 DS0007
 DS0007.The horizontal coordinates were scaled from a topographic map and have
 DS0007.an estimated accuracy of +/- 6 seconds.
 DS0007
 DS0007.The orthometric height was determined by differential leveling
 DS0007.and adjusted by the National Geodetic Survey in June 1991..
 DS0007
 DS0007.The geoid height was determined by GEOID03.
 DS0007
 DS0007.The dynamic height is computed by dividing the NAVD 88
 DS0007.geopotential number by the normal gravity value computed on the
 DS0007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0007.degrees latitude (g = 980.6199 gals.).
 DS0007
 DS0007.The modeled gravity was interpolated from observed gravity values.
 DS0007
 DS0007;                    North         East    Units  Estimated Accuracy
 DS0007;SPC NM C     -   304,670.      521,180.      MT  (+/- 180 meters Scaled)
 DS0007
 DS0007                          SUPERSEDED SURVEY CONTROL
 DS0007
 DS0007  NGVD 29 (??/??/92) 1750.517  (m)         5743.15   (f) ADJ UNCH    1 2
 DS0007
 DS0007.Superseded values are not recommended for survey control.
 DS0007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0007.See file dsdata.txt to determine how the superseded data were derived.
 DS0007
 DS0007_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDT053346(NAD 83)
 DS0007_MARKER: DB = BENCH MARK DISK
 DS0007_SETTING: 66 = SET IN ROCK OUTCROP
 DS0007_SP_SET: OUTCROP
 DS0007_STAMPING: K 340 1969
 DS0007_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DS0007+STABILITY: POSITION/ELEVATION WELL
 DS0007
 DS0007  HISTORY     - Date     Condition        Report By
 DS0007  HISTORY     - 1969     MONUMENTED       CGS
 DS0007
 DS0007                          STATION DESCRIPTION
 DS0007
 DS0007'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 DS0007'12.6 MI NW FROM CARRIZOZO.
 DS0007'ABOUT 0.45 MILE NORTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 DS0007'THE STATION AT CARRIZOZO, THENCE 12.15 MILES NORTHWEST ALONG U.S.
 DS0007'HIGHWAY 380, IN SECTION 32, T 6 S, R 9 E, 101 FEET NORTH OF THE CENTER
 DS0007'LINE OF THE HIGHWAY, SET IN THE TOP OF A 4- X 3-FOOT ROCK OUTCROP
 DS0007'WHICH PROJECTS 6 INCHES ON THE SOUTH SIDE AND WHICH IS LEVEL WITH THE
 DS0007'GROUND ON THE NORTH SIDE, 52 FEET NORTH OF A FENCE, 84 1/2 FEET NORTH
 DS0007'OF A CURVE WARNING SIGN, 1.2 FEET SOUTHEAST OF A METAL WITNESS POST,
 DS0007'AND ABOUT 3 FEET BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0147 ***********************************************************************
 DS0147  DESIGNATION -  K 341
 DS0147  PID         -  DS0147
 DS0147  STATE/COUNTY-  NM/LINCOLN
 DS0147  USGS QUAD   -  RED CANYON (1982)
 DS0147
 DS0147                         *CURRENT SURVEY CONTROL
 DS0147  ___________________________________________________________________
 DS0147* NAD 83(1986)-  33 37 45.     (N)    106 12 29.     (W)     SCALED    
 DS0147* NAVD 88     -      1677.293  (meters)    5502.92   (feet)  ADJUSTED  
 DS0147  ___________________________________________________________________
 DS0147  GEOID HEIGHT-         -21.40  (meters)                     GEOID03
 DS0147  DYNAMIC HT  -        1674.810 (meters)    5494.77  (feet)  COMP
 DS0147  MODELED GRAV-     979,097.6   (mgal)                       NAVD 88
 DS0147
 DS0147  VERT ORDER  -  SECOND    CLASS 0
 DS0147
 DS0147.The horizontal coordinates were scaled from a topographic map and have
 DS0147.an estimated accuracy of +/- 6 seconds.
 DS0147
 DS0147.The orthometric height was determined by differential leveling
 DS0147.and adjusted by the National Geodetic Survey in June 1991..
 DS0147
 DS0147.The geoid height was determined by GEOID03.
 DS0147
 DS0147.The dynamic height is computed by dividing the NAVD 88
 DS0147.geopotential number by the normal gravity value computed on the
 DS0147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0147.degrees latitude (g = 980.6199 gals.).
 DS0147
 DS0147.The modeled gravity was interpolated from observed gravity values.
 DS0147
 DS0147;                    North         East    Units  Estimated Accuracy
 DS0147;SPC NM C     -   291,530.      503,890.      MT  (+/- 180 meters Scaled)
 DS0147
 DS0147                          SUPERSEDED SURVEY CONTROL
 DS0147
 DS0147  NGVD 29 (??/??/92) 1676.547  (m)         5500.47   (f) ADJ UNCH    2 0
 DS0147
 DS0147.Superseded values are not recommended for survey control.
 DS0147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0147.See file dsdata.txt to determine how the superseded data were derived.
 DS0147
 DS0147_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT879216(NAD 83)
 DS0147_MARKER: DB = BENCH MARK DISK
 DS0147_SETTING: 66 = SET IN ROCK OUTCROP
 DS0147_SP_SET: OUTCROP
 DS0147_STAMPING: K 341 1969
 DS0147_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DS0147+STABILITY: POSITION/ELEVATION WELL
 DS0147
 DS0147  HISTORY     - Date     Condition        Report By
 DS0147  HISTORY     - 1969     MONUMENTED       CGS
 DS0147
 DS0147                          STATION DESCRIPTION
 DS0147
 DS0147'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 DS0147'17.8 MI NW FROM OSCURO.
 DS0147'ABOUT 7.05 MILES NORTHWEST ALONG WHITE SANDS MISSILE RANGE ROUTE 12
 DS0147'FROM THE STORE AT OSCURO, THENCE 7.4 MILES NORTH ALONG WHITE SANDS
 DS0147'MISSILE RANGE ROUTE 11, THENCE 3.35 MILES NORTHWEST ALONG ROAD NUMBER
 DS0147'335, IN SECTION 10, T 8 S, R 7 E, 21 FEET EAST OF THE CENTER LINE OF
 DS0147'THE ROAD, 0.15 MILE NORTH OF A CURVE IN THE ROAD, SET IN THE TOP AND 1
 DS0147'FOOT EAST OF THE WEST EDGE OF A 3- X 8-FOOT ROCK OUTCROP WHICH
 DS0147'PROJECTS 1 1/2 FEET ON THE WEST EDGE, 1.3 FEET NORTH OF A METAL
 DS0147'WITNESS POST, AND ABOUT 1 FOOT BELOW THE LEVEL OF THE ROUTE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0169 ***********************************************************************
 DS0169  DESIGNATION -  K 342
 DS0169  PID         -  DS0169
 DS0169  STATE/COUNTY-  NM/SOCORRO
 DS0169  USGS QUAD   -  GARDEN SPRING CANYON (1982)
 DS0169
 DS0169                         *CURRENT SURVEY CONTROL
 DS0169  ___________________________________________________________________
 DS0169* NAD 83(1986)-  33 47 56.     (N)    106 17 57.     (W)     SCALED    
 DS0169* NAVD 88     -      1903.298  (meters)    6244.40   (feet)  ADJUSTED  
 DS0169  ___________________________________________________________________
 DS0169  GEOID HEIGHT-         -21.08  (meters)                     GEOID03
 DS0169  DYNAMIC HT  -        1900.432 (meters)    6235.00  (feet)  COMP
 DS0169  MODELED GRAV-     979,062.2   (mgal)                       NAVD 88
 DS0169
 DS0169  VERT ORDER  -  SECOND    CLASS 0
 DS0169
 DS0169.The horizontal coordinates were scaled from a topographic map and have
 DS0169.an estimated accuracy of +/- 6 seconds.
 DS0169
 DS0169.The orthometric height was determined by differential leveling
 DS0169.and adjusted by the National Geodetic Survey in June 1991..
 DS0169
 DS0169.The geoid height was determined by GEOID03.
 DS0169
 DS0169.The dynamic height is computed by dividing the NAVD 88
 DS0169.geopotential number by the normal gravity value computed on the
 DS0169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0169.degrees latitude (g = 980.6199 gals.).
 DS0169
 DS0169.The modeled gravity was interpolated from observed gravity values.
 DS0169
 DS0169;                    North         East    Units  Estimated Accuracy
 DS0169;SPC NM C     -   310,350.      495,450.      MT  (+/- 180 meters Scaled)
 DS0169
 DS0169                          SUPERSEDED SURVEY CONTROL
 DS0169
 DS0169  NGVD 29 (??/??/92) 1902.484  (m)         6241.73   (f) ADJ UNCH    2 0
 DS0169
 DS0169.Superseded values are not recommended for survey control.
 DS0169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0169.See file dsdata.txt to determine how the superseded data were derived.
 DS0169
 DS0169_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT797406(NAD 83)
 DS0169_MARKER: DB = BENCH MARK DISK
 DS0169_SETTING: 66 = SET IN ROCK OUTCROP
 DS0169_SP_SET: OUTCROP
 DS0169_STAMPING: K 342 1969
 DS0169_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DS0169+STABILITY: POSITION/ELEVATION WELL
 DS0169
 DS0169  HISTORY     - Date     Condition        Report By
 DS0169  HISTORY     - 1969     MONUMENTED       CGS
 DS0169
 DS0169                          STATION DESCRIPTION
 DS0169
 DS0169'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 DS0169'30.9MI NW FROM CARRIZOZO.
 DS0169'ABOUT 0.45 MILE NORTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 DS0169'THE STATION AT CARRIZOZO, THENCE 27.55 MILES NORTHWEST ALONG U.S.
 DS0169'HIGHWAY 380, THENCE 2.9 MILES SOUTHWEST ALONG WHITE SANDS MISSILE
 DS0169'RANGE ROUTE 9, IN SECTION 15, T 6 S, R 6 E, 66 FEET NORTHWEST OF THE
 DS0169'CENTER LINE OF THE ROUTE, SET IN THE TOP OF A ROCK OUTCROP, 1.4 FEET
 DS0169'WEST OF A METAL WITNESS POST, AND ABOUT 4 FEET ABOVE THE LEVEL OF THE
 DS0169'ROUTE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0204 ***********************************************************************
 DS0204  DESIGNATION -  K 343
 DS0204  PID         -  DS0204
 DS0204  STATE/COUNTY-  NM/SOCORRO
 DS0204  USGS QUAD   -  OSCURA PEAK (1982)
 DS0204
 DS0204                         *CURRENT SURVEY CONTROL
 DS0204  ___________________________________________________________________
 DS0204* NAD 83(1986)-  33 38 15.     (N)    106 22 06.     (W)     SCALED    
 DS0204* NAVD 88     -      2554.850  (meters)    8382.04   (feet)  ADJUSTED  
 DS0204  ___________________________________________________________________
 DS0204  GEOID HEIGHT-         -21.63  (meters)                     GEOID03
 DS0204  DYNAMIC HT  -        2550.722 (meters)    8368.49  (feet)  COMP
 DS0204  MODELED GRAV-     978,927.1   (mgal)                       NAVD 88
 DS0204
 DS0204  VERT ORDER  -  SECOND    CLASS 0
 DS0204
 DS0204.The horizontal coordinates were scaled from a topographic map and have
 DS0204.an estimated accuracy of +/- 6 seconds.
 DS0204
 DS0204.The orthometric height was determined by differential leveling
 DS0204.and adjusted by the National Geodetic Survey in June 1991..
 DS0204
 DS0204.The geoid height was determined by GEOID03.
 DS0204
 DS0204.The dynamic height is computed by dividing the NAVD 88
 DS0204.geopotential number by the normal gravity value computed on the
 DS0204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0204.degrees latitude (g = 980.6199 gals.).
 DS0204
 DS0204.The modeled gravity was interpolated from observed gravity values.
 DS0204
 DS0204;                    North         East    Units  Estimated Accuracy
 DS0204;SPC NM C     -   292,460.      489,020.      MT  (+/- 180 meters Scaled)
 DS0204
 DS0204                          SUPERSEDED SURVEY CONTROL
 DS0204
 DS0204  NGVD 29 (??/??/92) 2553.881  (m)         8378.86   (f) ADJ UNCH    2 0
 DS0204
 DS0204.Superseded values are not recommended for survey control.
 DS0204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0204.See file dsdata.txt to determine how the superseded data were derived.
 DS0204
 DS0204_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT730228(NAD 83)
 DS0204_MARKER: DB = BENCH MARK DISK
 DS0204_SETTING: 66 = SET IN ROCK OUTCROP
 DS0204_SP_SET: ROCK LEDGE
 DS0204_STAMPING: K 343 1969
 DS0204_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DS0204+STABILITY: POSITION/ELEVATION WELL
 DS0204
 DS0204  HISTORY     - Date     Condition        Report By
 DS0204  HISTORY     - 1969     MONUMENTED       CGS
 DS0204
 DS0204                          STATION DESCRIPTION
 DS0204
 DS0204'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 DS0204'39.2 MI NW FROM OSCURO.
 DS0204'ABOUT 7.75 MILES NORTHWEST ALONG WHITE SANDS MISSILE RANGE ROUTE 12
 DS0204'FROM THE STORE AT OSCURO, THENCE 20.55 MILES NORTHWEST ALONG WHITE
 DS0204'SANDS MISSILE RANGE ROUTE 9, THENCE 10.9 MILES SOUTHWEST ALONG ROAD
 DS0204'NUMBER 332, IN SECTION 7, T 8 S, R 6 E, 18 FEET SOUTHWEST OF THE
 DS0204'CENTER LINE OF THE ROAD, SET IN THE TOP OF A ROCK LEDGE, 1.0 FOOT
 DS0204'NORTHWEST OF A METAL WITNESS POST, AND ABOUT 3 FEET ABOVE THE LEVEL OF
 DS0204'THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0663 ***********************************************************************
 DR0663  DESIGNATION -  K 344
 DR0663  PID         -  DR0663
 DR0663  STATE/COUNTY-  NM/LINCOLN
 DR0663  USGS QUAD   -  CUB MOUNTAIN (1981)
 DR0663
 DR0663                         *CURRENT SURVEY CONTROL
 DR0663  ___________________________________________________________________
 DR0663* NAD 83(1986)-  33 34 06.     (N)    105 58 24.     (W)     SCALED    
 DR0663* NAVD 88     -      1583.917  (meters)    5196.57   (feet)  ADJUSTED  
 DR0663  ___________________________________________________________________
 DR0663  GEOID HEIGHT-         -20.66  (meters)                     GEOID03
 DR0663  DYNAMIC HT  -        1581.650 (meters)    5189.13  (feet)  COMP
 DR0663  MODELED GRAV-     979,148.9   (mgal)                       NAVD 88
 DR0663  OBS GRAVITY -     979,148.1   (mgal)                       GRAV_OBS
 DR0663
 DR0663  VERT ORDER  -  FIRST     CLASS II
 DR0663
 DR0663.The horizontal coordinates were scaled from a topographic map and have
 DR0663.an estimated accuracy of +/- 6 seconds.
 DR0663
 DR0663.The orthometric height was determined by differential leveling
 DR0663.and adjusted by the National Geodetic Survey in June 1991..
 DR0663
 DR0663.The geoid height was determined by GEOID03.
 DR0663
 DR0663.The dynamic height is computed by dividing the NAVD 88
 DR0663.geopotential number by the normal gravity value computed on the
 DR0663.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0663.degrees latitude (g = 980.6199 gals.).
 DR0663
 DR0663.The modeled gravity was interpolated from observed gravity values.
 DR0663.The observed gravity was obtained from relative gravimeter ties
 DR0663.to the IGSN71 gravity network.
 DR0663
 DR0663;                    North         East    Units  Estimated Accuracy
 DR0663;SPC NM C     -   284,810.      525,690.      MT  (+/- 180 meters Scaled)
 DR0663
 DR0663                          SUPERSEDED SURVEY CONTROL
 DR0663
 DR0663  NGVD 29 (??/??/92) 1583.252  (m)         5194.39   (f) ADJ UNCH    1 2
 DR0663
 DR0663.Superseded values are not recommended for survey control.
 DR0663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0663.See file dsdata.txt to determine how the superseded data were derived.
 DR0663
 DR0663_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDT096147(NAD 83)
 DR0663_MARKER: DB = BENCH MARK DISK
 DR0663_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DR0663_SP_SET: ABUTMENT
 DR0663_STAMPING: K 344 1969
 DR0663_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR0663
 DR0663  HISTORY     - Date     Condition        Report By
 DR0663  HISTORY     - 1969     MONUMENTED       CGS
 DR0663  HISTORY     - 1980     GOOD             NGS
 DR0663
 DR0663                          STATION DESCRIPTION
 DR0663
 DR0663'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 DR0663'7.65 MI NE FROM OSCURO.
 DR0663'ABOUT 7.65 MILES NORTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD
 DR0663'FROM THE STORE AT OSCURO, OR ABOUT 7.8 MILES SOUTHWEST ALONG THE
 DR0663'SOUTHERN PACIFIC COMPANY RAILROAD FROM THE STATION AT CARRIZOZO, IN
 DR0663'SECTION 35, T 8 S, R 9 E, 3 1/4 POLES NORTHEAST OF MILEPOST 1432, 6
 DR0663'1/2 FEET NORTHWEST OF THE NORTHWEST RAIL, SET IN THE TOP OF THE
 DR0663'NORTHWEST END OF THE SOUTHWEST CONCRETE ABUTMENT OF A RAILROAD BRIDGE,
 DR0663'AND ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACK.
 DR0663
 DR0663                          STATION RECOVERY (1980)
 DR0663
 DR0663'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DR0663'6.7 KM (4.15 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 54 FROM THE
 DR0663'JUNCTION OF U.S. HIGHWAYS 54 AND 380 IN CARRIZOZO, THENCE 6.4 KM
 DR0663'(4.0 MI) SOUTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD, IN TOP
 DR0663'OF THE NORTHWEST END OF THE SOUTHWEST CONCRETE ABUTMENT OF A LARGE
 DR0663'RAILROAD BRIDGE, 10.1 METERS (33.0 FT) NORTHEAST OF RAILROAD SIGNAL
 DR0663'NUMBER 1432.1 AND 2.0 METERS (6.5 FT) NORTHWEST OF THE NEAR RAIL.
 DR0663'THE MARK IS 0.3 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0633 ***********************************************************************
 CW0633  DESIGNATION -  K 345
 CW0633  PID         -  CW0633
 CW0633  STATE/COUNTY-  NM/EDDY
 CW0633  USGS QUAD   -  BLACK RIVER VILLAGE (1979)
 CW0633
 CW0633                         *CURRENT SURVEY CONTROL
 CW0633  ___________________________________________________________________
 CW0633* NAD 83(1986)-  32 14 50.     (N)    104 18 04.     (W)     SCALED    
 CW0633* NAVD 88     -      1044.783  (meters)    3427.76   (feet)  ADJUSTED  
 CW0633  ___________________________________________________________________
 CW0633  GEOID HEIGHT-         -24.49  (meters)                     GEOID03
 CW0633  DYNAMIC HT  -        1043.255 (meters)    3422.75  (feet)  COMP
 CW0633  MODELED GRAV-     979,141.5   (mgal)                       NAVD 88
 CW0633
 CW0633  VERT ORDER  -  FIRST     CLASS I
 CW0633
 CW0633.The horizontal coordinates were scaled from a topographic map and have
 CW0633.an estimated accuracy of +/- 6 seconds.
 CW0633
 CW0633.The orthometric height was determined by differential leveling
 CW0633.and adjusted by the National Geodetic Survey in June 1991..
 CW0633
 CW0633.The geoid height was determined by GEOID03.
 CW0633
 CW0633.The dynamic height is computed by dividing the NAVD 88
 CW0633.geopotential number by the normal gravity value computed on the
 CW0633.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0633.degrees latitude (g = 980.6199 gals.).
 CW0633
 CW0633.The modeled gravity was interpolated from observed gravity values.
 CW0633
 CW0633;                    North         East    Units  Estimated Accuracy
 CW0633;SPC NM E     -   138,280.      168,040.      MT  (+/- 180 meters Scaled)
 CW0633
 CW0633                          SUPERSEDED SURVEY CONTROL
 CW0633
 CW0633  NGVD 29 (??/??/92) 1044.271  (m)         3426.08   (f) ADJ UNCH    1 1
 CW0633
 CW0633.Superseded values are not recommended for survey control.
 CW0633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0633.See file dsdata.txt to determine how the superseded data were derived.
 CW0633
 CW0633_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SER658680(NAD 83)
 CW0633_MARKER: DB = BENCH MARK DISK
 CW0633_SETTING: 66 = SET IN ROCK OUTCROP
 CW0633_SP_SET: OUTCROP
 CW0633_STAMPING: K 345 1977
 CW0633_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CW0633+STABILITY: POSITION/ELEVATION WELL
 CW0633
 CW0633  HISTORY     - Date     Condition        Report By
 CW0633  HISTORY     - 1977     MONUMENTED       NGS
 CW0633
 CW0633                          STATION DESCRIPTION
 CW0633
 CW0633'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CW0633'6.85 MI NE FROM WHITES CITY.
 CW0633'6.85 MILES NORTHEAST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE
 CW0633'JUNCTION OF STATE HIGHWAY 7, 0.3 MILE SOUTHWEST OF MILEPOST 23,
 CW0633'AT THE JUNCTION OF A GRAVELED ROAD LEADING WEST, 66.5 FT. NORTHWEST
 CW0633'OF THE CENTER LINE OF THE HIGHWAY, 116 FT. NORTHEAST OF THE CENTER
 CW0633'LINE OF THE ROAD, 116.9 FT. NORTH-NORTHWEST OF THE EAST CORNER OF AN
 CW0633'IRON PIPE CATTLEGUARD, IN THE TOP OF AN OUTCROP WHICH PROJECTS 0.5 FT.
 CW0633'ABOVE THE GROUND, 33.8 FT. SOUTHEAST OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0486 ***********************************************************************
 CV0486  DESIGNATION -  K 346
 CV0486  PID         -  CV0486
 CV0486  STATE/COUNTY-  NM/EDDY
 CV0486  USGS QUAD   -  TOWER HILL SOUTH (1985)
 CV0486
 CV0486                         *CURRENT SURVEY CONTROL
 CV0486  ___________________________________________________________________
 CV0486* NAD 83(1986)-  32 24 56.     (N)    103 57 40.     (W)     SCALED    
 CV0486* NAVD 88     -      1015.142  (meters)    3330.51   (feet)  ADJUSTED  
 CV0486  ___________________________________________________________________
 CV0486  GEOID HEIGHT-         -24.43  (meters)                     GEOID03
 CV0486  DYNAMIC HT  -        1013.688 (meters)    3325.74  (feet)  COMP
 CV0486  MODELED GRAV-     979,172.2   (mgal)                       NAVD 88
 CV0486
 CV0486  VERT ORDER  -  FIRST     CLASS I
 CV0486
 CV0486.The horizontal coordinates were scaled from a topographic map and have
 CV0486.an estimated accuracy of +/- 6 seconds.
 CV0486
 CV0486.The orthometric height was determined by differential leveling
 CV0486.and adjusted by the National Geodetic Survey in June 1991..
 CV0486
 CV0486.The geoid height was determined by GEOID03.
 CV0486
 CV0486.The dynamic height is computed by dividing the NAVD 88
 CV0486.geopotential number by the normal gravity value computed on the
 CV0486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0486.degrees latitude (g = 980.6199 gals.).
 CV0486
 CV0486.The modeled gravity was interpolated from observed gravity values.
 CV0486
 CV0486;                    North         East    Units  Estimated Accuracy
 CV0486;SPC NM E     -   157,010.      200,010.      MT  (+/- 180 meters Scaled)
 CV0486
 CV0486                          SUPERSEDED SURVEY CONTROL
 CV0486
 CV0486  NGVD 29 (??/??/92) 1014.653  (m)         3328.91   (f) ADJ UNCH    1 1
 CV0486
 CV0486.Superseded values are not recommended for survey control.
 CV0486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0486.See file dsdata.txt to determine how the superseded data were derived.
 CV0486
 CV0486_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SER976869(NAD 83)
 CV0486_MARKER: DB = BENCH MARK DISK
 CV0486_SETTING: 66 = SET IN ROCK OUTCROP
 CV0486_SP_SET: OUTCROP
 CV0486_STAMPING: K 346 1977
 CV0486_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CV0486+STABILITY: POSITION/ELEVATION WELL
 CV0486
 CV0486  HISTORY     - Date     Condition        Report By
 CV0486  HISTORY     - 1977     MONUMENTED       NGS
 CV0486  HISTORY     - 1981     GOOD             NGS
 CV0486
 CV0486                          STATION DESCRIPTION
 CV0486
 CV0486'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CV0486'15.85 MI EAST FROM CARLSBAD.
 CV0486'2.45 MILES NORTHEAST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE EAST END
 CV0486'OF THE BATAAN BRIDGE OVER THE PECOS RIVER, THENCE 13.4 MILES EAST
 CV0486'ALONG A PIPE LINE ROAD, AT THE SUMMIT OF A HILL, 0.2 MILE WEST OF THE
 CV0486'JUNCTION OF A TRACK ROAD AT A LARGE BARE ROCKY AREA, IN THE TOP OF
 CV0486'AN OUTCROP WHICH PROJECTS 0.3 FT. ABOVE THE GROUND.
 CV0486
 CV0486                          STATION RECOVERY (1981)
 CV0486
 CV0486'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CV0486'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0512 ***********************************************************************
 CV0512  DESIGNATION -  K 347
 CV0512  PID         -  CV0512
 CV0512  STATE/COUNTY-  NM/EDDY
 CV0512  USGS QUAD   -  LIVINGSTON RIDGE (1985)
 CV0512
 CV0512                         *CURRENT SURVEY CONTROL
 CV0512  ___________________________________________________________________
 CV0512* NAD 83(1986)-  32 23 06.     (N)    103 49 32.     (W)     SCALED    
 CV0512* NAVD 88     -      1029.091  (meters)    3376.28   (feet)  ADJUSTED  
 CV0512  ___________________________________________________________________
 CV0512  GEOID HEIGHT-         -24.40  (meters)                     GEOID03
 CV0512  DYNAMIC HT  -        1027.610 (meters)    3371.42  (feet)  COMP
 CV0512  MODELED GRAV-     979,165.3   (mgal)                       NAVD 88
 CV0512
 CV0512  VERT ORDER  -  FIRST     CLASS I
 CV0512
 CV0512.The horizontal coordinates were scaled from a topographic map and have
 CV0512.an estimated accuracy of +/- 6 seconds.
 CV0512
 CV0512.The orthometric height was determined by differential leveling
 CV0512.and adjusted by the National Geodetic Survey in June 1991..
 CV0512
 CV0512.The geoid height was determined by GEOID03.
 CV0512
 CV0512.The dynamic height is computed by dividing the NAVD 88
 CV0512.geopotential number by the normal gravity value computed on the
 CV0512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0512.degrees latitude (g = 980.6199 gals.).
 CV0512
 CV0512.The modeled gravity was interpolated from observed gravity values.
 CV0512
 CV0512;                    North         East    Units  Estimated Accuracy
 CV0512;SPC NM E     -   153,670.      212,780.      MT  (+/- 180 meters Scaled)
 CV0512
 CV0512                          SUPERSEDED SURVEY CONTROL
 CV0512
 CV0512  NGVD 29 (??/??/92) 1028.599  (m)         3374.66   (f) ADJ UNCH    1 1
 CV0512
 CV0512.Superseded values are not recommended for survey control.
 CV0512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0512.See file dsdata.txt to determine how the superseded data were derived.
 CV0512
 CV0512_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFR104837(NAD 83)
 CV0512_MARKER: DB = BENCH MARK DISK
 CV0512_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CV0512_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CV0512_STAMPING: K 347 1977
 CV0512_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CV0512
 CV0512  HISTORY     - Date     Condition        Report By
 CV0512  HISTORY     - 1977     MONUMENTED       NGS
 CV0512  HISTORY     - 1981     GOOD             NGS
 CV0512
 CV0512                          STATION DESCRIPTION
 CV0512
 CV0512'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CV0512'36.6 MI EAST FROM CARLSBAD.
 CV0512'17.2 MILES NORTHEAST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE EAST END
 CV0512'OF THE BATAAN BRIDGE OVER THE PECOS RIVER, THENCE 7.8 MILES SOUTH
 CV0512'ALONG STATE HIGHWAY 31, THENCE 5.05 MILES EAST ALONG A DIRT ROAD,
 CV0512'THENCE 3.7 MILES SOUTH ALONG A DIRT ROAD, THENCE 2.45 MILES EAST ALONG
 CV0512'A PIPE LINE ROAD, THENCE 0.4 MILE NORTH ALONG A DIRT ROAD, AT THE
 CV0512'CENTER OF A DIRT PAD FOR ERDA POTASH DRILL HOLE P 12, 64 FT. WEST OF
 CV0512'THE CENTER LINE OF THE ROAD, A DISK CEMENTED IN THE TOP OF A 4-INCH
 CV0512'IRON PIPE WELL CASING WHICH PROJECTS 1.1 FT. ABOVE THE GROUND.
 CV0512
 CV0512                          STATION RECOVERY (1981)
 CV0512
 CV0512'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CV0512'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0694 ***********************************************************************
 CV0694  DESIGNATION -  K 348
 CV0694  PID         -  CV0694
 CV0694  STATE/COUNTY-  NM/LEA
 CV0694  USGS QUAD   -  THE DIVIDE (1984)
 CV0694
 CV0694                         *CURRENT SURVEY CONTROL
 CV0694  ___________________________________________________________________
 CV0694* NAD 83(1986)-  32 25 39.     (N)    103 42 50.     (W)     SCALED    
 CV0694* NAVD 88     -      1102.327  (meters)    3616.55   (feet)  ADJUSTED  
 CV0694  ___________________________________________________________________
 CV0694  GEOID HEIGHT-         -23.94  (meters)                     GEOID03
 CV0694  DYNAMIC HT  -        1100.736 (meters)    3611.33  (feet)  COMP
 CV0694  MODELED GRAV-     979,157.4   (mgal)                       NAVD 88
 CV0694
 CV0694  VERT ORDER  -  FIRST     CLASS I
 CV0694
 CV0694.The horizontal coordinates were scaled from a topographic map and have
 CV0694.an estimated accuracy of +/- 6 seconds.
 CV0694
 CV0694.The orthometric height was determined by differential leveling
 CV0694.and adjusted by the National Geodetic Survey in June 1991..
 CV0694
 CV0694.The geoid height was determined by GEOID03.
 CV0694
 CV0694.The dynamic height is computed by dividing the NAVD 88
 CV0694.geopotential number by the normal gravity value computed on the
 CV0694.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0694.degrees latitude (g = 980.6199 gals.).
 CV0694
 CV0694.The modeled gravity was interpolated from observed gravity values.
 CV0694
 CV0694;                    North         East    Units  Estimated Accuracy
 CV0694;SPC NM E     -   158,440.      223,260.      MT  (+/- 180 meters Scaled)
 CV0694
 CV0694                          SUPERSEDED SURVEY CONTROL
 CV0694
 CV0694  NGVD 29 (??/??/92) 1101.842  (m)         3614.96   (f) ADJ UNCH    1 1
 CV0694
 CV0694.Superseded values are not recommended for survey control.
 CV0694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0694.See file dsdata.txt to determine how the superseded data were derived.
 CV0694
 CV0694_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFR209885(NAD 83)
 CV0694_MARKER: DB = BENCH MARK DISK
 CV0694_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 CV0694+WITH SETTING: INTO GROUND
 CV0694_STAMPING: K 348 1977
 CV0694_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CV0694+STABILITY: SURFACE MOTION
 CV0694
 CV0694  HISTORY     - Date     Condition        Report By
 CV0694  HISTORY     - 1977     MONUMENTED       NGS
 CV0694
 CV0694                          STATION DESCRIPTION
 CV0694
 CV0694'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CV0694'44.55 MI EAST FROM CARLSBAD.
 CV0694'17.2 MILES NORTHEAST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE EAST END
 CV0694'OF THE BATAAN BRIDGE OVER THE PECOS RIVER, THENCE 7.8 MILES SOUTH
 CV0694'ALONG STATE HIGHWAY 31, THENCE 5.05 MILES EAST ALONG A DIRT ROAD,
 CV0694'THENCE 3.7 MILES SOUTH ALONG A DIRT ROAD, THENCE 8.8 MILES EAST
 CV0694'ALONG A PIPE LINE ROAD, THENCE 1.5 MILES NORTH ALONG A DIRT ROAD,
 CV0694'THENCE 0.5 MILE EAST ALONG A DIRT ROAD, 0.5 MILE EAST OF A STEEL
 CV0694'CATTLEGUARD, 24.5 FT. SOUTH OF THE CENTER LINE OF THE ROAD, A 2.5 FT.
 CV0694'COPPER ROD WITH A BASE PLATE CEMENTED TO A ROCK 2.8 FT. UNDERGROUND,
 CV0694'THE DISK IS 0.3 FT. BELOW THE LEVEL OF THE GROUND, ACCESS TO WHICH
 CV0694'IS HAD THROUGH A 4-INCH PLASTIC SCREW PLUG FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0601 ***********************************************************************
 CV0601  DESIGNATION -  K 349
 CV0601  PID         -  CV0601
 CV0601  STATE/COUNTY-  NM/EDDY
 CV0601  USGS QUAD   -  LOS MEDANOS (1985)
 CV0601
 CV0601                         *CURRENT SURVEY CONTROL
 CV0601  ___________________________________________________________________
 CV0601* NAD 83(1986)-  32 22 06.     (N)    103 47 52.     (W)     SCALED    
 CV0601* NAVD 88     -      1038.123  (meters)    3405.91   (feet)  ADJUSTED  
 CV0601  ___________________________________________________________________
 CV0601  GEOID HEIGHT-         -24.41  (meters)                     GEOID03
 CV0601  DYNAMIC HT  -        1036.624 (meters)    3400.99  (feet)  COMP
 CV0601  MODELED GRAV-     979,159.1   (mgal)                       NAVD 88
 CV0601
 CV0601  VERT ORDER  -  FIRST     CLASS I
 CV0601
 CV0601.The horizontal coordinates were scaled from a topographic map and have
 CV0601.an estimated accuracy of +/- 6 seconds.
 CV0601
 CV0601.The orthometric height was determined by differential leveling
 CV0601.and adjusted by the National Geodetic Survey in June 1991..
 CV0601
 CV0601.The geoid height was determined by GEOID03.
 CV0601
 CV0601.The dynamic height is computed by dividing the NAVD 88
 CV0601.geopotential number by the normal gravity value computed on the
 CV0601.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0601.degrees latitude (g = 980.6199 gals.).
 CV0601
 CV0601.The modeled gravity was interpolated from observed gravity values.
 CV0601
 CV0601;                    North         East    Units  Estimated Accuracy
 CV0601;SPC NM E     -   151,840.      215,400.      MT  (+/- 180 meters Scaled)
 CV0601
 CV0601                          SUPERSEDED SURVEY CONTROL
 CV0601
 CV0601  NGVD 29 (??/??/92) 1037.626  (m)         3404.28   (f) ADJ UNCH    1 1
 CV0601
 CV0601.Superseded values are not recommended for survey control.
 CV0601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0601.See file dsdata.txt to determine how the superseded data were derived.
 CV0601
 CV0601_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFR131818(NAD 83)
 CV0601_MARKER: DB = BENCH MARK DISK
 CV0601_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CV0601_SP_SET: 8 FT.
 CV0601_STAMPING: K 349 1977
 CV0601_MARK LOGO: NGS   
 CV0601_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CV0601
 CV0601  HISTORY     - Date     Condition        Report By
 CV0601  HISTORY     - 1977     MONUMENTED       NGS
 CV0601  HISTORY     - 1981     GOOD             NGS
 CV0601  HISTORY     - 1983     GOOD             NGS
 CV0601
 CV0601                          STATION DESCRIPTION
 CV0601
 CV0601'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CV0601'42.0 MI EAST FROM CARLSBAD.
 CV0601'17.2 MILES NORTHEAST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE EAST END
 CV0601'OF THE BATAAN BRIDGE OVER THE PECOS RIVER, THENCE 7.8 MILES SOUTH
 CV0601'ALONG STATE HIGHWAY 31, THENCE 5.05 MILES EAST ALONG A DIRT ROAD,
 CV0601'THENCE 3.7 MILES SOUTH ALONG A DIRT ROAD, THENCE 5.6 MILES EAST
 CV0601'ALONG A PIPE LINE ROAD, THENCE 1.65 MILES SOUTH ALONG A DIRT ROAD,
 CV0601'THENCE 1.0 MILE WEST ALONG A DIRT ROAD, 0.95 MILE NORTH OF BENCH MARK
 CV0601'J 349, 0.05 MILE NORTH OF THE JUNCTION OF A DIRT ROAD LEADING WEST,
 CV0601'AT THE JUNCTION OF A NORTH-SOUTH DIRT ROAD, 30 FT. WEST OF THE CENTER
 CV0601'LINE OF THE ROAD, 52 FT. NORTH OF THE EXTENDED CENTER LINE OF THE
 CV0601'ROAD.  THE DISK IS 0.6 FT. BELOW THE LEVEL OF THE GROUND, ACCESS TO
 CV0601'WHICH IS HAD THROUGH A 4-INCH PLASTIC SCREW PLUG FLUSH WITH THE
 CV0601'GROUND.
 CV0601
 CV0601                          STATION RECOVERY (1981)
 CV0601
 CV0601'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CV0601'RECOVERED IN GOOD CONDITION.
 CV0601
 CV0601                          STATION RECOVERY (1983)
 CV0601
 CV0601'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CV0601'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA5736 ***********************************************************************
 AA5736  DESIGNATION -  K 350 RESET
 AA5736  PID         -  AA5736
 AA5736  STATE/COUNTY-  NM/EDDY
 AA5736  USGS QUAD   -  TOWER HILL NORTH (1985)
 AA5736
 AA5736                         *CURRENT SURVEY CONTROL
 AA5736  ___________________________________________________________________
 AA5736* NAD 83(1986)-  32 31 12.     (N)    103 56 06.     (W)     SCALED    
 AA5736* NAVD 88     -      1036.94   (+/-2cm)    3402.0    (feet)  VERTCON   
 AA5736  ___________________________________________________________________
 AA5736  GEOID HEIGHT-         -23.93  (meters)                     GEOID03
 AA5736
 AA5736  VERT ORDER  -  THIRD (See Below)
 AA5736
 AA5736.The horizontal coordinates were scaled from a topographic map and have
 AA5736.an estimated accuracy of +/- 6 seconds.
 AA5736
 AA5736.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA5736.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA5736.The vertical order pertains to the NGVD 29 superseded value.
 AA5736
 AA5736.The geoid height was determined by GEOID03.
 AA5736
 AA5736;                    North         East    Units  Estimated Accuracy
 AA5736;SPC NM E     -   168,600.      202,420.      MT  (+/- 180 meters Scaled)
 AA5736
 AA5736                          SUPERSEDED SURVEY CONTROL
 AA5736
 AA5736  NGVD 29 (06/15/00) 1036.45   (m)         3400.4    (f) RESET       3  
 AA5736
 AA5736.Superseded values are not recommended for survey control.
 AA5736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5736.See file dsdata.txt to determine how the superseded data were derived.
 AA5736
 AA5736_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFR000985(NAD 83)
 AA5736_MARKER: DV = VERTICAL CONTROL DISK
 AA5736_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5736_STAMPING: K 350 RESET 1990
 AA5736_MARK LOGO: NGS   
 AA5736_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA5736_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5736+STABILITY: SURFACE MOTION
 AA5736
 AA5736  HISTORY     - Date     Condition        Report By
 AA5736  HISTORY     - 1990     MONUMENTED       NMHD
 AA5736
 AA5736                          STATION DESCRIPTION
 AA5736
 AA5736'DESCRIBED BY NM HIGHWAY DEPT 1990 (RJT)
 AA5736'ABOUT 19.9 MILES (32.0 KM) EAST ALONG US HIGHWAY 62 FROM THE
 AA5736'COURTHOUSE IN CARLSBAD, ABOUT 150 FEET (45.7 M) SOUTH OF THE
 AA5736'CENTERLINE OF US HIGHWAY 62 ALONG THE SOUTHERLY RIGHT-OF-WAY FENCE,
 AA5736'ABOUT 20 FEET (6.1 M) WEST OF A HIGHWAY RIGHT-OF-WAY MARKER AT STA
 AA5736'114+48, ABOUT 65 FEET (19.8 M) EAST OF A CONCRETE UNDERPASS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0552 ***********************************************************************
 CV0552  DESIGNATION -  K 351
 CV0552  PID         -  CV0552
 CV0552  STATE/COUNTY-  NM/EDDY
 CV0552  USGS QUAD   -  TOWER HILL SOUTH (1985)
 CV0552
 CV0552                         *CURRENT SURVEY CONTROL
 CV0552  ___________________________________________________________________
 CV0552* NAD 83(1986)-  32 24 46.     (N)    103 52 38.     (W)     SCALED    
 CV0552* NAVD 88     -       957.380  (meters)    3141.00   (feet)  ADJUSTED  
 CV0552  ___________________________________________________________________
 CV0552  GEOID HEIGHT-         -24.37  (meters)                     GEOID03
 CV0552  DYNAMIC HT  -         956.013 (meters)    3136.52  (feet)  COMP
 CV0552  MODELED GRAV-     979,179.5   (mgal)                       NAVD 88
 CV0552
 CV0552  VERT ORDER  -  FIRST     CLASS I
 CV0552
 CV0552.The horizontal coordinates were scaled from a topographic map and have
 CV0552.an estimated accuracy of +/- 6 seconds.
 CV0552
 CV0552.The orthometric height was determined by differential leveling
 CV0552.and adjusted by the National Geodetic Survey in June 1991..
 CV0552.WARNING-Repeat measurements at this control monument indicate possible
 CV0552.vertical movement.
 CV0552
 CV0552.The geoid height was determined by GEOID03.
 CV0552
 CV0552.The dynamic height is computed by dividing the NAVD 88
 CV0552.geopotential number by the normal gravity value computed on the
 CV0552.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0552.degrees latitude (g = 980.6199 gals.).
 CV0552
 CV0552.The modeled gravity was interpolated from observed gravity values.
 CV0552
 CV0552;                    North         East    Units  Estimated Accuracy
 CV0552;SPC NM E     -   156,730.      207,900.      MT  (+/- 180 meters Scaled)
 CV0552
 CV0552                          SUPERSEDED SURVEY CONTROL
 CV0552
 CV0552  NGVD 29 (??/??/92)  956.895  (m)         3139.41   (f) ADJ UNCH    1 1
 CV0552
 CV0552.Superseded values are not recommended for survey control.
 CV0552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0552.See file dsdata.txt to determine how the superseded data were derived.
 CV0552
 CV0552_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFR055867(NAD 83)
 CV0552_MARKER: DB = BENCH MARK DISK
 CV0552_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CV0552_SP_SET: 10
 CV0552_STAMPING: K 351 1977
 CV0552_MARK LOGO: NGS   
 CV0552_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CV0552
 CV0552  HISTORY     - Date     Condition        Report By
 CV0552  HISTORY     - 1977     MONUMENTED       NGS
 CV0552  HISTORY     - 1981     GOOD             NGS
 CV0552
 CV0552                          STATION DESCRIPTION
 CV0552
 CV0552'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CV0552'30.6 MI EAST FROM CARLSBAD.
 CV0552'17.2 MILES NORTHEAST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE EAST END
 CV0552'OF THE BATAAN BRIDGE OVER THE PECOS RIVER, THENCE 7.8 MILES SOUTH
 CV0552'ALONG STATE HIGHWAY 31, THENCE 5.05 MILES EAST ALONG A DIRT ROAD,
 CV0552'THENCE 0.55 MILE NORTH ALONG A DIRT TRACK ROAD. 0.45 MILE NORTH OF THE
 CV0552'SMITH RANCH HOUSE, 0.35 MILE NORTH OF A GATE ACROSS THE ROAD, 10 FT.
 CV0552'WEST OF THE CENTER LINE OF THE ROAD, 1.8 FT. EAST OF A FENCE, THE
 CV0552'DISK IS 0.4 FT. BELOW THE LEVEL OF THE GROUND, ACCESS TO WHICH IS HAD
 CV0552'THROUGH A 4-INCH PLASTIC SCREW PLUG WHICH PROJECTS 2 INCHES ABOVE
 CV0552'THE GROUND, 0.7 MILE SOUTH OF 1/4 SECTION MARKER POST S3 S4.
 CV0552
 CV0552                          STATION RECOVERY (1981)
 CV0552
 CV0552'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CV0552'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0629 ***********************************************************************
 CV0629  DESIGNATION -  K 352
 CV0629  PID         -  CV0629
 CV0629  STATE/COUNTY-  NM/LEA
 CV0629  USGS QUAD   -  WILLIAMS SINK (1985)
 CV0629
 CV0629                         *CURRENT SURVEY CONTROL
 CV0629  ___________________________________________________________________
 CV0629* NAD 83(1986)-  32 30 29.     (N)    103 47 27.     (W)     SCALED    
 CV0629* NAVD 88     -      1098.971  (meters)    3605.54   (feet)  ADJUSTED  
 CV0629  ___________________________________________________________________
 CV0629  GEOID HEIGHT-         -23.75  (meters)                     GEOID03
 CV0629  DYNAMIC HT  -        1097.404 (meters)    3600.40  (feet)  COMP
 CV0629  MODELED GRAV-     979,175.0   (mgal)                       NAVD 88
 CV0629
 CV0629  VERT ORDER  -  FIRST     CLASS I
 CV0629
 CV0629.The horizontal coordinates were scaled from a topographic map and have
 CV0629.an estimated accuracy of +/- 6 seconds.
 CV0629
 CV0629.The orthometric height was determined by differential leveling
 CV0629.and adjusted by the National Geodetic Survey in June 1991..
 CV0629
 CV0629.The geoid height was determined by GEOID03.
 CV0629
 CV0629.The dynamic height is computed by dividing the NAVD 88
 CV0629.geopotential number by the normal gravity value computed on the
 CV0629.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0629.degrees latitude (g = 980.6199 gals.).
 CV0629
 CV0629.The modeled gravity was interpolated from observed gravity values.
 CV0629
 CV0629;                    North         East    Units  Estimated Accuracy
 CV0629;SPC NM E     -   167,330.      215,970.      MT  (+/- 180 meters Scaled)
 CV0629
 CV0629                          SUPERSEDED SURVEY CONTROL
 CV0629
 CV0629  NGVD 29 (??/??/92) 1098.480  (m)         3603.93   (f) ADJ UNCH    1 1
 CV0629
 CV0629.Superseded values are not recommended for survey control.
 CV0629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0629.See file dsdata.txt to determine how the superseded data were derived.
 CV0629
 CV0629_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFR135973(NAD 83)
 CV0629_MARKER: DB = BENCH MARK DISK
 CV0629_SETTING: 66 = SET IN ROCK OUTCROP
 CV0629_SP_SET: OUTCROP
 CV0629_STAMPING: K 352 1977
 CV0629_MARK LOGO: NGS   
 CV0629_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CV0629+STABILITY: POSITION/ELEVATION WELL
 CV0629
 CV0629  HISTORY     - Date     Condition        Report By
 CV0629  HISTORY     - 1977     MONUMENTED       NGS
 CV0629  HISTORY     - 1982     GOOD             NGS
 CV0629
 CV0629                          STATION DESCRIPTION
 CV0629
 CV0629'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CV0629'29.35 MI NE FROM CARLSBAD.
 CV0629'27.45 MILES NORTHEAST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE EAST END
 CV0629'OF THE BATAAN BRIDGE OVER THE PECOS RIVER, THENCE 1.7 MILES
 CV0629'SOUTHEAST ALONG AN ASPHALT ROAD (KERR-MCGEE MINE ROAD), THENCE 0.2
 CV0629'MILE WEST ALONG A TRACK ROAD FOR A PIPELINE, 0.1 MILE WEST OF A FENCED
 CV0629'IN PIPE LINE VALVE, AT THE WEST EDGE OF A RIM, 170 FT. SOUTH OF THE
 CV0629'CENTER LINE OF THE ROAD, 45 FT. SOUTH OF THE CENTER OF THE PIPE LINE
 CV0629'(UNDERGROUND), 232 FT. NORTH OF SECTION CORNER MARKER S5 1/4 S4, IN
 CV0629'THE TOP OF AN OUTCROP WHICH PROJECTS 0.3 FT. ABOVE THE GROUND.
 CV0629
 CV0629                          STATION RECOVERY (1982)
 CV0629
 CV0629'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CV0629'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0655 ***********************************************************************
 CV0655  DESIGNATION -  K 353
 CV0655  PID         -  CV0655
 CV0655  STATE/COUNTY-  NM/LEA
 CV0655  USGS QUAD   -  EUNICE (1979)
 CV0655
 CV0655                         *CURRENT SURVEY CONTROL
 CV0655  ___________________________________________________________________
 CV0655* NAD 83(1986)-  32 23 55.     (N)    103 13 40.     (W)     SCALED    
 CV0655* NAVD 88     -      1070.048  (meters)    3510.65   (feet)  ADJUSTED  
 CV0655  ___________________________________________________________________
 CV0655  GEOID HEIGHT-         -22.53  (meters)                     GEOID03
 CV0655  DYNAMIC HT  -        1068.569 (meters)    3505.80  (feet)  COMP
 CV0655  MODELED GRAV-     979,219.4   (mgal)                       NAVD 88
 CV0655
 CV0655  VERT ORDER  -  FIRST     CLASS I
 CV0655
 CV0655.The horizontal coordinates were scaled from a topographic map and have
 CV0655.an estimated accuracy of +/- 6 seconds.
 CV0655
 CV0655.The orthometric height was determined by differential leveling
 CV0655.and adjusted by the National Geodetic Survey in June 1991..
 CV0655
 CV0655.The geoid height was determined by GEOID03.
 CV0655
 CV0655.The dynamic height is computed by dividing the NAVD 88
 CV0655.geopotential number by the normal gravity value computed on the
 CV0655.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0655.degrees latitude (g = 980.6199 gals.).
 CV0655
 CV0655.The modeled gravity was interpolated from observed gravity values.
 CV0655
 CV0655;                    North         East    Units  Estimated Accuracy
 CV0655;SPC NM E     -   155,600.      269,010.      MT  (+/- 180 meters Scaled)
 CV0655
 CV0655                          SUPERSEDED SURVEY CONTROL
 CV0655
 CV0655  NGVD 29 (??/??/92) 1069.611  (m)         3509.22   (f) ADJ UNCH    1 1
 CV0655
 CV0655.Superseded values are not recommended for survey control.
 CV0655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0655.See file dsdata.txt to determine how the superseded data were derived.
 CV0655
 CV0655_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFR666860(NAD 83)
 CV0655_MARKER: DB = BENCH MARK DISK
 CV0655_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 CV0655+WITH SETTING: INTO GROUND
 CV0655_STAMPING: K 353 1977
 CV0655_MARK LOGO: NGS   
 CV0655_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CV0655+STABILITY: SURFACE MOTION
 CV0655
 CV0655  HISTORY     - Date     Condition        Report By
 CV0655  HISTORY     - 1977     MONUMENTED       NGS
 CV0655  HISTORY     - 1982     GOOD             NGS
 CV0655
 CV0655                          STATION DESCRIPTION
 CV0655
 CV0655'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CV0655'6.45 MI SW FROM EUNICE.
 CV0655'2.5 MILES SOUTH ALONG STATE HIGHWAY LOOP 18 FROM THE JUNCTION OF
 CV0655'STATE HIGHWAY 8 AND 176 (TEXAS AVENUE) AT EUNICE, THENCE 3.95
 CV0655'MILES WEST ALONG A PAVED ROAD LOCALLY KNOWN AS THE DELAWARE
 CV0655'BASIN ROAD, AT AN UNDERGROUND GAS LINE CROSSING, 55 FT. SOUTH
 CV0655'OF THE CENTER LINE OF THE ROAD, 19.5 FT. EAST SOUTHEAST OF A
 CV0655'6 INCH ROUND POLE USED AS AN UNDERGROUND TELEPHONE CABLE MARKER,
 CV0655'10.5 FT. EAST OF A STEEL PIPE USED FOR THE UNDERGROUND GAS LINE
 CV0655'MARKER, 2 FT. NORTH OF THE RIGHT OF WAY FENCE, THE DISK IS 0.5 FT.
 CV0655'BELOW GROUND LEVEL, ACCESS TO WHICH IS HAD THROUGH A 4 INCH PLASTIC
 CV0655'SCREW CAP FLUSH WITH THE GROUND.
 CV0655
 CV0655                          STATION RECOVERY (1982)
 CV0655
 CV0655'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CV0655'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0680 ***********************************************************************
 CV0680  DESIGNATION -  K 354
 CV0680  PID         -  CV0680
 CV0680  STATE/COUNTY-  NM/LEA
 CV0680  USGS QUAD   -  SAN SIMON SINK (1984)
 CV0680
 CV0680                         *CURRENT SURVEY CONTROL
 CV0680  ___________________________________________________________________
 CV0680* NAD 83(1986)-  32 22 07.     (N)    103 26 16.     (W)     SCALED    
 CV0680* NAVD 88     -      1053.808  (meters)    3457.37   (feet)  ADJUSTED  
 CV0680  ___________________________________________________________________
 CV0680  GEOID HEIGHT-         -23.47  (meters)                     GEOID03
 CV0680  DYNAMIC HT  -        1052.299 (meters)    3452.42  (feet)  COMP
 CV0680  MODELED GRAV-     979,171.3   (mgal)                       NAVD 88
 CV0680
 CV0680  VERT ORDER  -  FIRST     CLASS I
 CV0680
 CV0680.The horizontal coordinates were scaled from a topographic map and have
 CV0680.an estimated accuracy of +/- 6 seconds.
 CV0680
 CV0680.The orthometric height was determined by differential leveling
 CV0680.and adjusted by the National Geodetic Survey in June 1991..
 CV0680
 CV0680.The geoid height was determined by GEOID03.
 CV0680
 CV0680.The dynamic height is computed by dividing the NAVD 88
 CV0680.geopotential number by the normal gravity value computed on the
 CV0680.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0680.degrees latitude (g = 980.6199 gals.).
 CV0680
 CV0680.The modeled gravity was interpolated from observed gravity values.
 CV0680
 CV0680;                    North         East    Units  Estimated Accuracy
 CV0680;SPC NM E     -   152,090.      249,280.      MT  (+/- 180 meters Scaled)
 CV0680
 CV0680                          SUPERSEDED SURVEY CONTROL
 CV0680
 CV0680  NGVD 29 (??/??/92) 1053.322  (m)         3455.77   (f) ADJ UNCH    1 1
 CV0680
 CV0680.Superseded values are not recommended for survey control.
 CV0680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0680.See file dsdata.txt to determine how the superseded data were derived.
 CV0680
 CV0680_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFR469823(NAD 83)
 CV0680_MARKER: DB = BENCH MARK DISK
 CV0680_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CV0680_SP_SET: 9 FEET
 CV0680_STAMPING: K 354 1977
 CV0680_MARK LOGO: NGS   
 CV0680_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CV0680
 CV0680  HISTORY     - Date     Condition        Report By
 CV0680  HISTORY     - 1977     MONUMENTED       NGS
 CV0680  HISTORY     - 1982     GOOD             NGS
 CV0680
 CV0680                          STATION DESCRIPTION
 CV0680
 CV0680'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CV0680'25.9 MI SW FROM EUNICE.
 CV0680'2.5 MILES SOUTH ALONG STATE HIGHWAY LOOP 18 FROM THE JUNCTION OF
 CV0680'STATE HIGHWAY 8 AND 176 (TEXAS AVENUE )AT EUNICE, THENCE 20.4 MILES
 CV0680'IN A WESTERLY DIRECTION ALONG A PAVED ROAD LOCALLY KNOWN AS THE
 CV0680'DELAWARE BASIN ROAD, THENCE 3.0 MILES NORTH ALONG A GRAVEL ROAD,
 CV0680'25 FEET EAST OF THE CENTER LINE OF THE ROAD, DISK IS 0.2 FOOT BELOW
 CV0680'THE SURFACE OF THE GROUND ACCESS TO WHICH IS HAD THROUGH A 4 INCH
 CV0680'PLASTIC SCREW CAP FLUSH WITH THE GROUND.
 CV0680
 CV0680                          STATION RECOVERY (1982)
 CV0680
 CV0680'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CV0680'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0703 ***********************************************************************
 CV0703  DESIGNATION -  K 355
 CV0703  PID         -  CV0703
 CV0703  STATE/COUNTY-  NM/LEA
 CV0703  USGS QUAD   -  GRAMA RIDGE (1984)
 CV0703
 CV0703                         *CURRENT SURVEY CONTROL
 CV0703  ___________________________________________________________________
 CV0703* NAD 83(1986)-  32 26 41.     (N)    103 34 21.     (W)     SCALED    
 CV0703* NAVD 88     -      1117.399  (meters)    3666.00   (feet)  ADJUSTED  
 CV0703  ___________________________________________________________________
 CV0703  GEOID HEIGHT-         -23.49  (meters)                     GEOID03
 CV0703  DYNAMIC HT  -        1115.794 (meters)    3660.73  (feet)  COMP
 CV0703  MODELED GRAV-     979,164.0   (mgal)                       NAVD 88
 CV0703
 CV0703  VERT ORDER  -  FIRST     CLASS I
 CV0703
 CV0703.The horizontal coordinates were scaled from a topographic map and have
 CV0703.an estimated accuracy of +/- 6 seconds.
 CV0703
 CV0703.The orthometric height was determined by differential leveling
 CV0703.and adjusted by the National Geodetic Survey in June 1991..
 CV0703
 CV0703.The geoid height was determined by GEOID03.
 CV0703
 CV0703.The dynamic height is computed by dividing the NAVD 88
 CV0703.geopotential number by the normal gravity value computed on the
 CV0703.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0703.degrees latitude (g = 980.6199 gals.).
 CV0703
 CV0703.The modeled gravity was interpolated from observed gravity values.
 CV0703
 CV0703;                    North         East    Units  Estimated Accuracy
 CV0703;SPC NM E     -   160,430.      236,540.      MT  (+/- 180 meters Scaled)
 CV0703
 CV0703                          SUPERSEDED SURVEY CONTROL
 CV0703
 CV0703  NGVD 29 (??/??/92) 1116.903  (m)         3664.37   (f) ADJ UNCH    1 1
 CV0703
 CV0703.Superseded values are not recommended for survey control.
 CV0703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0703.See file dsdata.txt to determine how the superseded data were derived.
 CV0703
 CV0703_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFR341906(NAD 83)
 CV0703_MARKER: DB = BENCH MARK DISK
 CV0703_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CV0703_SP_SET: 12 FT.
 CV0703_STAMPING: K 355 1977
 CV0703_MARK LOGO: NGS   
 CV0703_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CV0703
 CV0703  HISTORY     - Date     Condition        Report By
 CV0703  HISTORY     - 1977     MONUMENTED       NGS
 CV0703  HISTORY     - 1982     GOOD             NGS
 CV0703
 CV0703                          STATION DESCRIPTION
 CV0703
 CV0703'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CV0703'52.0 MI EAST FROM CARLSBAD.
 CV0703'17.2 MILES NORTHEAST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE EAST END
 CV0703'OF THE BATAAN BRIDGE OVER THE PECOS RIVER, THENCE 7.8 MILES SOUTH
 CV0703'ALONG STATE HIGHWAY 31, THENCE 5.05 MILES EAST ALONG A DIRT ROAD,
 CV0703'THENCE 3.7 MILES SOUTH ALONG A DIRT ROAD, THENCE 18.25 MILES EAST
 CV0703'ALONG A PIPE LINE ROAD, AT THE JUNCTION OF A DIRT ROAD LEADING NORTH
 CV0703'TO STANDARD WELLS AND A DIRT ROAD LEADING SOUTH, 81 FT. EAST OF THE
 CV0703'CENTER LINE OF THE ROAD LEADING SOUTH, 43 FT. SOUTH OF THE CENTER
 CV0703'LINE OF THE ROAD, THE DISK IS 5 INCHES BELOW THE LEVEL OF THE GROUND,
 CV0703'ACCESS TO WHICH IS HAD THROUGH A 4-INCH PLASTIC SCREW PLUG WHICH
 CV0703'PROJECTS 5 INCHES ABOVE THE GROUND.
 CV0703
 CV0703                          STATION RECOVERY (1982)
 CV0703
 CV0703'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CV0703'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0509 ***********************************************************************
 EQ0509  DESIGNATION -  K 356
 EQ0509  PID         -  EQ0509
 EQ0509  STATE/COUNTY-  NM/SOCORRO
 EQ0509  USGS QUAD   -  ARROYO LANDAVASO (1995)
 EQ0509
 EQ0509                         *CURRENT SURVEY CONTROL
 EQ0509  ___________________________________________________________________
 EQ0509* NAD 83(1986)-  34 06 30.     (N)    107 16 00.     (W)     SCALED    
 EQ0509* NAVD 88     -      2003.715  (meters)    6573.85   (feet)  ADJUSTED  
 EQ0509  ___________________________________________________________________
 EQ0509  GEOID HEIGHT-         -21.57  (meters)                     GEOID03
 EQ0509  DYNAMIC HT  -        2000.678 (meters)    6563.89  (feet)  COMP
 EQ0509  MODELED GRAV-     979,048.6   (mgal)                       NAVD 88
 EQ0509
 EQ0509  VERT ORDER  -  FIRST     CLASS I
 EQ0509
 EQ0509.The horizontal coordinates were scaled from a topographic map and have
 EQ0509.an estimated accuracy of +/- 6 seconds.
 EQ0509
 EQ0509.The orthometric height was determined by differential leveling
 EQ0509.and adjusted by the National Geodetic Survey in June 1991..
 EQ0509
 EQ0509.The geoid height was determined by GEOID03.
 EQ0509
 EQ0509.The dynamic height is computed by dividing the NAVD 88
 EQ0509.geopotential number by the normal gravity value computed on the
 EQ0509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0509.degrees latitude (g = 980.6199 gals.).
 EQ0509
 EQ0509.The modeled gravity was interpolated from observed gravity values.
 EQ0509
 EQ0509;                    North         East    Units  Estimated Accuracy
 EQ0509;SPC NM C     -   345,140.      406,200.      MT  (+/- 180 meters Scaled)
 EQ0509
 EQ0509                          SUPERSEDED SURVEY CONTROL
 EQ0509
 EQ0509  NGVD 29 (??/??/92) 2002.840  (m)         6570.98   (f) ADJ UNCH    1 1
 EQ0509
 EQ0509.Superseded values are not recommended for survey control.
 EQ0509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0509.See file dsdata.txt to determine how the superseded data were derived.
 EQ0509
 EQ0509_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBT909764(NAD 83)
 EQ0509_MARKER: DB = BENCH MARK DISK
 EQ0509_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EQ0509_SP_SET: STAINLESS STEEL ROD
 EQ0509_STAMPING: K 356 1978
 EQ0509_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EQ0509
 EQ0509  HISTORY     - Date     Condition        Report By
 EQ0509  HISTORY     - 1978     MONUMENTED       NGS
 EQ0509
 EQ0509                          STATION DESCRIPTION
 EQ0509
 EQ0509'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 EQ0509'1.9 MI WEST FROM MAGDALENA.
 EQ0509'1.9 MILES WEST ALONG U.S. HIGHWAY 60 FROM THE POST OFFICE IN
 EQ0509'MAGDALENA, AT THE FIRST POLE SOUTH OF THE HIGHWAY FOR A POWERLINE
 EQ0509'CROSSING, AND SET ON THE RIGHT OF WAY FENCE, 216 FEET EAST OF A FENCE
 EQ0509'CORNER POST AT A CULVERT, 215 FEET WEST OF THE CENTER OF A GATE FOR
 EQ0509'A ROAD LEADING SOUTH, 101 FEET SOUTH OF THE CENTERLINE OF U.S. HIGH-
 EQ0509'WAY 60, AND 2.5 FEET NORTH OF A POWER POLE WITH ONE GUY WIRE.  DISK
 EQ0509'IS SET ABOVE THE GROUND, ACCESS TO WHICH IS TO BE HAD THROUGH A FOUR
 EQ0509'INCH PLASTIC SCREW PLUG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0520 ***********************************************************************
 EQ0520  DESIGNATION -  K 357
 EQ0520  PID         -  EQ0520
 EQ0520  STATE/COUNTY-  NM/SOCORRO
 EQ0520  USGS QUAD   -  TRES MONTOSAS (1995)
 EQ0520
 EQ0520                         *CURRENT SURVEY CONTROL
 EQ0520  ___________________________________________________________________
 EQ0520* NAD 83(1986)-  34 03 51.     (N)    107 28 16.     (W)     SCALED    
 EQ0520* NAVD 88     -      2139.497  (meters)    7019.33   (feet)  ADJUSTED  
 EQ0520  ___________________________________________________________________
 EQ0520  GEOID HEIGHT-         -21.57  (meters)                     GEOID03
 EQ0520  DYNAMIC HT  -        2136.176 (meters)    7008.44  (feet)  COMP
 EQ0520  MODELED GRAV-     979,007.2   (mgal)                       NAVD 88
 EQ0520
 EQ0520  VERT ORDER  -  FIRST     CLASS I
 EQ0520
 EQ0520.The horizontal coordinates were scaled from a topographic map and have
 EQ0520.an estimated accuracy of +/- 6 seconds.
 EQ0520
 EQ0520.The orthometric height was determined by differential leveling
 EQ0520.and adjusted by the National Geodetic Survey in June 1991..
 EQ0520
 EQ0520.The geoid height was determined by GEOID03.
 EQ0520
 EQ0520.The dynamic height is computed by dividing the NAVD 88
 EQ0520.geopotential number by the normal gravity value computed on the
 EQ0520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0520.degrees latitude (g = 980.6199 gals.).
 EQ0520
 EQ0520.The modeled gravity was interpolated from observed gravity values.
 EQ0520
 EQ0520;                    North         East    Units  Estimated Accuracy
 EQ0520;SPC NM C     -   340,440.      387,280.      MT  (+/- 180 meters Scaled)
 EQ0520
 EQ0520                          SUPERSEDED SURVEY CONTROL
 EQ0520
 EQ0520  NGVD 29 (??/??/92) 2138.563  (m)         7016.27   (f) ADJ UNCH    1 1
 EQ0520
 EQ0520.Superseded values are not recommended for survey control.
 EQ0520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0520.See file dsdata.txt to determine how the superseded data were derived.
 EQ0520
 EQ0520_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBT719720(NAD 83)
 EQ0520_MARKER: DB = BENCH MARK DISK
 EQ0520_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EQ0520_SP_SET: STAINLESS STEEL ROD
 EQ0520_STAMPING: K 357 1978
 EQ0520_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EQ0520
 EQ0520  HISTORY     - Date     Condition        Report By
 EQ0520  HISTORY     - 1978     MONUMENTED       NGS
 EQ0520
 EQ0520                          STATION DESCRIPTION
 EQ0520
 EQ0520'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 EQ0520'13.4 MI WEST FROM MAGDALENA.
 EQ0520'11.65 MILES WEST ALONG U.S. HIGHWAY 60 FROM THE POST OFFICE IN
 EQ0520'MAGDALENA, THENCE 0.75 MILE SOUTHWEST ALONG STATE HIGHWAY 52, AND
 EQ0520'THENCE 1.0 MILE WEST ALONG A GRAVELED ROAD, 70 FEET SOUTH OF THE
 EQ0520'CENTER OF THE GRAVED ROAD, AND 1 FOOT NORTH OF A POWER POLE.  DISK IS
 EQ0520'SET LEVEL WITH THE GROUND, ACCESS TO WHICH IS HAD THROUGH A 4 INCH
 EQ0520'PLASTIC SCREW PLUG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1208 ***********************************************************************
 CX1208  DESIGNATION -  K 358
 CX1208  PID         -  CX1208
 CX1208  STATE/COUNTY-  NM/LUNA
 CX1208  USGS QUAD   -  SPALDING (1964)
 CX1208
 CX1208                         *CURRENT SURVEY CONTROL
 CX1208  ___________________________________________________________________
 CX1208* NAD 83(1986)-  32 28 47.     (N)    107 57 43.     (W)     SCALED    
 CX1208* NAVD 88     -      1464.738  (meters)    4805.56   (feet)  ADJUSTED  
 CX1208  ___________________________________________________________________
 CX1208  GEOID HEIGHT-         -24.31  (meters)                     GEOID03
 CX1208  DYNAMIC HT  -        1462.490 (meters)    4798.19  (feet)  COMP
 CX1208  MODELED GRAV-     979,052.7   (mgal)                       NAVD 88
 CX1208
 CX1208  VERT ORDER  -  FIRST     CLASS II
 CX1208
 CX1208.The horizontal coordinates were scaled from a topographic map and have
 CX1208.an estimated accuracy of +/- 6 seconds.
 CX1208
 CX1208.The orthometric height was determined by differential leveling
 CX1208.and adjusted by the National Geodetic Survey in June 1991..
 CX1208
 CX1208.The geoid height was determined by GEOID03.
 CX1208
 CX1208.The dynamic height is computed by dividing the NAVD 88
 CX1208.geopotential number by the normal gravity value computed on the
 CX1208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX1208.degrees latitude (g = 980.6199 gals.).
 CX1208
 CX1208.The modeled gravity was interpolated from observed gravity values.
 CX1208
 CX1208;                    North         East    Units  Estimated Accuracy
 CX1208;SPC NM W     -   164,070.      817,910.      MT  (+/- 180 meters Scaled)
 CX1208
 CX1208                          SUPERSEDED SURVEY CONTROL
 CX1208
 CX1208.No superseded survey control is available for this station.
 CX1208
 CX1208_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBR216974(NAD 83)
 CX1208_MARKER: DB = BENCH MARK DISK
 CX1208_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CX1208+WITH SETTING: INFORMATION.
 CX1208_SP_SET: SHALLOW SET METAL ROD
 CX1208_STAMPING: K 358 1979
 CX1208_PROJECTION: FLUSH
 CX1208_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX1208_ROD/PIPE-DEPTH: 1.0  meters
 CX1208
 CX1208  HISTORY     - Date     Condition        Report By
 CX1208  HISTORY     - 1979     MONUMENTED       NGS
 CX1208
 CX1208                          STATION DESCRIPTION
 CX1208
 CX1208'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CX1208'29.8 KM NW FROM DEMING.
 CX1208'0.2 KILOMETER (0.1 MILE) EAST ALONG SPRUCE STREET FROM THE POST OFFICE
 CX1208'IN DEMING, THENCE 29.6 KILOMETERS (18.5 MILES) NORTHWEST ALONG U.S.
 CX1208'HIGHWAY 180, 0.2 KILOMETER (0.1 MILE) NORTHWEST OF A SIDE ROAD
 CX1208'LEADING EAST, 18.5 METERS (60.8 FEET) SOUTHWEST OF MILE MARKER 146,
 CX1208'18.9 METERS (61.9 FEET) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY AND
 CX1208'0.8 METERS (9.2 FEET) NORTHEAST OF A FENCE.  NOTE= REFUSAL WAS REACHED
 CX1208'AT 1.0 METER (3.2 FEET).  ACCESS TO DISK IS THROUGH A 4-INCH SCREW
 CX1208'PLUG.
 CX1208'THE MARK IS 0.5 METERS  NW FROM A WITNESS POST.
 CX1208'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0788 ***********************************************************************
 CY0788  DESIGNATION -  K 359
 CY0788  PID         -  CY0788
 CY0788  STATE/COUNTY-  NM/GRANT
 CY0788  USGS QUAD   -  FORT BAYARD (1992)
 CY0788
 CY0788                         *CURRENT SURVEY CONTROL
 CY0788  ___________________________________________________________________
 CY0788* NAD 83(1986)-  32 47 03.     (N)    108 12 46.     (W)     SCALED    
 CY0788* NAVD 88     -      1863.511  (meters)    6113.87   (feet)  ADJUSTED  
 CY0788  ___________________________________________________________________
 CY0788  GEOID HEIGHT-         -23.61  (meters)                     GEOID03
 CY0788  DYNAMIC HT  -        1860.582 (meters)    6104.26  (feet)  COMP
 CY0788  MODELED GRAV-     978,999.4   (mgal)                       NAVD 88
 CY0788
 CY0788  VERT ORDER  -  FIRST     CLASS II
 CY0788
 CY0788.The horizontal coordinates were scaled from a topographic map and have
 CY0788.an estimated accuracy of +/- 6 seconds.
 CY0788
 CY0788.The orthometric height was determined by differential leveling
 CY0788.and adjusted by the National Geodetic Survey in June 1991..
 CY0788
 CY0788.The geoid height was determined by GEOID03.
 CY0788
 CY0788.The dynamic height is computed by dividing the NAVD 88
 CY0788.geopotential number by the normal gravity value computed on the
 CY0788.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0788.degrees latitude (g = 980.6199 gals.).
 CY0788
 CY0788.The modeled gravity was interpolated from observed gravity values.
 CY0788
 CY0788;                    North         East    Units  Estimated Accuracy
 CY0788;SPC NM W     -   197,880.      794,460.      MT  (+/- 180 meters Scaled)
 CY0788
 CY0788                          SUPERSEDED SURVEY CONTROL
 CY0788
 CY0788.No superseded survey control is available for this station.
 CY0788
 CY0788_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYB610308(NAD 83)
 CY0788_MARKER: DB = BENCH MARK DISK
 CY0788_SETTING: 66 = SET IN ROCK OUTCROP
 CY0788_SP_SET: ROCK OUTCROP
 CY0788_STAMPING: K 359 1980
 CY0788_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CY0788+STABILITY: POSITION/ELEVATION WELL
 CY0788
 CY0788  HISTORY     - Date     Condition        Report By
 CY0788  HISTORY     - 1980     MONUMENTED       NGS
 CY0788
 CY0788                          STATION DESCRIPTION
 CY0788
 CY0788'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CY0788'6.9 KM SE FROM SILVER CITY.
 CY0788'1.1 KILOMETERS (0.7 MILE) NORTH ALONG HUDSON STREET (STATE HIGHWAY 90)
 CY0788'FROM THE POST OFFICE IN SILVER CITY, THENCE 5.9 KILOMETERS (3.7 MILES)
 CY0788'SOUTHEAST ALONG U.S. HIGHWAY 180, 0.2 KILOMETER (0.1 MILE) EAST OF
 CY0788'MILE POST 117, 19.7 METERS (64.6 FEET) SOUTH OF A FENCE AND 11.0 METER
 CY0788'(36.1 FEET) NORTH OF THE CENTERLINE OF THE WEST-BOUND LANES OF THE
 CY0788'HIGHWAY.
 CY0788'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 CY0788'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0044 ***********************************************************************
 CY0044  DESIGNATION -  K 36 RESET
 CY0044  PID         -  CY0044
 CY0044  STATE/COUNTY-  NM/GRANT
 CY0044  USGS QUAD   -  SILVER CITY (1992)
 CY0044
 CY0044                         *CURRENT SURVEY CONTROL
 CY0044  ___________________________________________________________________
 CY0044* NAD 83(1986)-  32 46 09.     (N)    108 17 51.     (W)     SCALED    
 CY0044* NAVD 88     -      1901.31   (+/-2cm)    6237.9    (feet)  VERTCON   
 CY0044  ___________________________________________________________________
 CY0044  GEOID HEIGHT-         -23.85  (meters)                     GEOID03
 CY0044
 CY0044  VERT ORDER  -  THIRD (See Below)
 CY0044
 CY0044.The horizontal coordinates were scaled from a topographic map and have
 CY0044.an estimated accuracy of +/- 6 seconds.
 CY0044
 CY0044.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0044.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0044.The vertical order pertains to the NGVD 29 superseded value.
 CY0044
 CY0044.The geoid height was determined by GEOID03.
 CY0044
 CY0044;                    North         East    Units  Estimated Accuracy
 CY0044;SPC NM W     -   196,250.      786,510.      MT  (+/- 180 meters Scaled)
 CY0044
 CY0044                          SUPERSEDED SURVEY CONTROL
 CY0044
 CY0044  NGVD 29 (??/??/??) 1900.40   (m)         6234.9    (f) RESET       3  
 CY0044
 CY0044.Superseded values are not recommended for survey control.
 CY0044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0044.See file dsdata.txt to determine how the superseded data were derived.
 CY0044
 CY0044_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYB531289(NAD 83)
 CY0044_MARKER: DB = BENCH MARK DISK
 CY0044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0044_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0044_STAMPING: K 36 RESET 1963
 CY0044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0044+STABILITY: SURFACE MOTION
 CY0044
 CY0044  HISTORY     - Date     Condition        Report By
 CY0044  HISTORY     - 1963     MONUMENTED       MNHD
 CY0044  HISTORY     - 1980     MARK NOT FOUND   NGS
 CY0044
 CY0044                          STATION DESCRIPTION
 CY0044
 CY0044'DESCRIBED BY MN HIGHWAY DEPT 1963
 CY0044'1.4 MI W FROM SILVER CITY.
 CY0044'ABOUT 1.4 MILES WEST ALONG U.S. HIGHWAY 260 FROM THE POST OFFICE AT
 CY0044'SILVER CITY, GRANT COUNTY, AT THE CREST OF A RIDGE, ABOUT 6 FEET NORTH
 CY0044'AND 10 FEET WEST OF A GATE IN THE FENCE, ABOUT 76 FEET SOUTH OF THE
 CY0044'CENTERLINE OF THE HIGHWAY, AND SET IN THE TOP OF A ROUND CONCRETE
 CY0044'POST.
 CY0044
 CY0044                          STATION RECOVERY (1980)
 CY0044
 CY0044'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CY0044'THE MARK WAS NOT FOUND AFTER A THOROUGH SEARCH WAS MADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0763 ***********************************************************************
 CY0763  DESIGNATION -  K 360
 CY0763  PID         -  CY0763
 CY0763  STATE/COUNTY-  NM/GRANT
 CY0763  USGS QUAD   -  CLIFF (1990)
 CY0763
 CY0763                         *CURRENT SURVEY CONTROL
 CY0763  ___________________________________________________________________
 CY0763* NAD 83(1986)-  32 53 04.     (N)    108 31 26.     (W)     SCALED    
 CY0763* NAVD 88     -      1461.287  (meters)    4794.24   (feet)  ADJUSTED  
 CY0763  ___________________________________________________________________
 CY0763  GEOID HEIGHT-         -24.44  (meters)                     GEOID03
 CY0763  DYNAMIC HT  -        1459.073 (meters)    4786.98  (feet)  COMP
 CY0763  MODELED GRAV-     979,072.4   (mgal)                       NAVD 88
 CY0763
 CY0763  VERT ORDER  -  FIRST     CLASS II
 CY0763
 CY0763.The horizontal coordinates were scaled from a topographic map and have
 CY0763.an estimated accuracy of +/- 6 seconds.
 CY0763
 CY0763.The orthometric height was determined by differential leveling
 CY0763.and adjusted by the National Geodetic Survey in June 1991..
 CY0763
 CY0763.The geoid height was determined by GEOID03.
 CY0763
 CY0763.The dynamic height is computed by dividing the NAVD 88
 CY0763.geopotential number by the normal gravity value computed on the
 CY0763.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0763.degrees latitude (g = 980.6199 gals.).
 CY0763
 CY0763.The modeled gravity was interpolated from observed gravity values.
 CY0763
 CY0763;                    North         East    Units  Estimated Accuracy
 CY0763;SPC NM W     -   209,150.      765,390.      MT  (+/- 180 meters Scaled)
 CY0763
 CY0763                          SUPERSEDED SURVEY CONTROL
 CY0763
 CY0763.No superseded survey control is available for this station.
 CY0763
 CY0763_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYB316411(NAD 83)
 CY0763_MARKER: DB = BENCH MARK DISK
 CY0763_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CY0763+WITH SETTING: INFORMATION.
 CY0763_SP_SET: SHALLOW SET METAL ROD
 CY0763_STAMPING: K 360 1980
 CY0763_PROJECTION: FLUSH
 CY0763_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CY0763_ROD/PIPE-DEPTH: 4.3  meters
 CY0763
 CY0763  HISTORY     - Date     Condition        Report By
 CY0763  HISTORY     - 1980     MONUMENTED       NGS
 CY0763
 CY0763                          STATION DESCRIPTION
 CY0763
 CY0763'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CY0763'12.3 KM SE FROM CLIFF.
 CY0763'12.3 KILOMETERS (7.65 MILES) SOUTHEAST ALONG U.S. HIGHWAY 180 FROM
 CY0763'THE POST OFFICE IN CLIFF, 0.2 KILOMETER (0.1 MILE) SOUTH-SOUTHEAST
 CY0763'OF MILEMARKER 92, 22.5 METERS (73.9 FEET) SOUTH-SOUTHWEST OF THE
 CY0763'CENTERLINE OF THE HIGHWAY, 6.6 METERS (21.8 FEET) NORTH-NORTHWEST
 CY0763'OF THE CENTER OF A GRAVEL ROAD LEADING SOUTH-SOUTHWEST, 3.5 METERS
 CY0763'(1.6 FEET) NORTH-NORTHWEST OF THE EAST-SOUTHEAST END OF A FENCE AND
 CY0763'0.3 METER (1.0 FOOT) NORTH-NORTHEAST OF A FENCE.  NOTE=REFUSAL WAS
 CY0763'REACHED AT 4.3 METERS (14.0 FEET).  ACCESS TO DISK IS THROUGH A 4-INCH
 CY0763'SCREW PLUG.
 CY0763'THE MARK IS 0.7 METERS  WNW FROM A WITNESS POST.
 CY0763'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0513 ***********************************************************************
 DT0513  DESIGNATION -  K 361
 DT0513  PID         -  DT0513
 DT0513  STATE/COUNTY-  NM/CATRON
 DT0513  USGS QUAD   -  BULL BASIN (1965)
 DT0513
 DT0513                         *CURRENT SURVEY CONTROL
 DT0513  ___________________________________________________________________
 DT0513* NAD 83(1986)-  33 38 25.     (N)    108 53 44.     (W)     SCALED    
 DT0513* NAVD 88     -      1836.543  (meters)    6025.39   (feet)  ADJUSTED  
 DT0513  ___________________________________________________________________
 DT0513  GEOID HEIGHT-         -22.97  (meters)                     GEOID03
 DT0513  DYNAMIC HT  -        1833.707 (meters)    6016.09  (feet)  COMP
 DT0513  MODELED GRAV-     979,027.3   (mgal)                       NAVD 88
 DT0513
 DT0513  VERT ORDER  -  FIRST     CLASS II
 DT0513
 DT0513.The horizontal coordinates were scaled from a topographic map and have
 DT0513.an estimated accuracy of +/- 6 seconds.
 DT0513
 DT0513.The orthometric height was determined by differential leveling
 DT0513.and adjusted by the National Geodetic Survey in June 1991..
 DT0513
 DT0513.The geoid height was determined by GEOID03.
 DT0513
 DT0513.The dynamic height is computed by dividing the NAVD 88
 DT0513.geopotential number by the normal gravity value computed on the
 DT0513.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0513.degrees latitude (g = 980.6199 gals.).
 DT0513
 DT0513.The modeled gravity was interpolated from observed gravity values.
 DT0513
 DT0513;                    North         East    Units  Estimated Accuracy
 DT0513;SPC NM W     -   293,270.      731,460.      MT  (+/- 180 meters Scaled)
 DT0513
 DT0513                          SUPERSEDED SURVEY CONTROL
 DT0513
 DT0513.No superseded survey control is available for this station.
 DT0513
 DT0513_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC951242(NAD 83)
 DT0513_MARKER: DB = BENCH MARK DISK
 DT0513_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DT0513+WITH SETTING: INFORMATION.
 DT0513_SP_SET: SHALLOW SET METAL ROD
 DT0513_STAMPING: K 361 1980
 DT0513_PROJECTION: FLUSH
 DT0513_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DT0513_ROD/PIPE-DEPTH: 0.8  meters
 DT0513
 DT0513  HISTORY     - Date     Condition        Report By
 DT0513  HISTORY     - 1980     MONUMENTED       NGS
 DT0513
 DT0513                          STATION DESCRIPTION
 DT0513
 DT0513'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 DT0513'18.2 KM SSW FROM RESERVE.
 DT0513'0.2 KILOMETER (0.1 MILE) NORTH ALONG STATE HIGHWAY 435 FROM THE CATRON
 DT0513'COUNTY COURTHOUSE IN RESERVE, THENCE 11.3 KILOMETERS (7.0 MILES)
 DT0513'WEST-SOUTHWEST ALONG STATE HIGHWAY 12, THENCE 6.7 KILOMETERS (4.15
 DT0513'MILES) SOUTH-SOUTHWEST ALONG U.S. HIGHWAY 180, 0.3 KILOMETER (0.2
 DT0513'MILE) SOUTH-SOUTHWEST OF MILEMARKER 25, 20.5 METERS (67.2 FEET) WEST
 DT0513'OF THE CENTERLINE OF THE HIGHWAY, 8.5 METERS (28.0 FEET) NORTH OF THE
 DT0513'CENTER OF A DIRT ROAD LEADING NORTHWEST, 2.0 METERS (6.6 FEET) NORTH
 DT0513'OF A FENCE CORNER AND 0.5 METER (1.6 FEET) EAST OF A FENCE.  NOTE=
 DT0513'REFUSAL WAS REACHED AT 0.8 METER (2.5 FEET).  ACCESS TO DISK IS
 DT0513'THROUGH A 4-INCH SCREW PLUG.
 DT0513'THE MARK IS 0.5 METERS  N FROM A WITNESS POST.
 DT0513'THE MARK IS 0.9 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0549 ***********************************************************************
 DT0549  DESIGNATION -  K 363
 DT0549  PID         -  DT0549
 DT0549  STATE/COUNTY-  NM/CATRON
 DT0549  USGS QUAD   -  MOON RANCH (1965)
 DT0549
 DT0549                         *CURRENT SURVEY CONTROL
 DT0549  ___________________________________________________________________
 DT0549* NAD 83(1986)-  33 12 59.     (N)    108 50 39.     (W)     SCALED    
 DT0549* NAVD 88     -      1485.641  (meters)    4874.14   (feet)  ADJUSTED  
 DT0549  ___________________________________________________________________
 DT0549  GEOID HEIGHT-         -24.27  (meters)                     GEOID03
 DT0549  DYNAMIC HT  -        1483.385 (meters)    4866.74  (feet)  COMP
 DT0549  MODELED GRAV-     979,067.4   (mgal)                       NAVD 88
 DT0549
 DT0549  VERT ORDER  -  FIRST     CLASS II
 DT0549
 DT0549.The horizontal coordinates were scaled from a topographic map and have
 DT0549.an estimated accuracy of +/- 6 seconds.
 DT0549
 DT0549.The orthometric height was determined by differential leveling
 DT0549.and adjusted by the National Geodetic Survey in June 1991..
 DT0549
 DT0549.The geoid height was determined by GEOID03.
 DT0549
 DT0549.The dynamic height is computed by dividing the NAVD 88
 DT0549.geopotential number by the normal gravity value computed on the
 DT0549.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0549.degrees latitude (g = 980.6199 gals.).
 DT0549
 DT0549.The modeled gravity was interpolated from observed gravity values.
 DT0549
 DT0549;                    North         East    Units  Estimated Accuracy
 DT0549;SPC NM W     -   246,210.      735,770.      MT  (+/- 180 meters Scaled)
 DT0549
 DT0549                          SUPERSEDED SURVEY CONTROL
 DT0549
 DT0549.No superseded survey control is available for this station.
 DT0549
 DT0549_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYB009773(NAD 83)
 DT0549_MARKER: DB = BENCH MARK DISK
 DT0549_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DT0549_SP_SET: HEADWALL
 DT0549_STAMPING: K 363 1980
 DT0549_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DT0549
 DT0549  HISTORY     - Date     Condition        Report By
 DT0549  HISTORY     - 1980     MONUMENTED       NGS
 DT0549
 DT0549                          STATION DESCRIPTION
 DT0549
 DT0549'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 DT0549'14.4 KM SOUTH FROM GLENWOOD.
 DT0549'14.4 KILOMETERS (8.9 MILES) SOUTH ALONG U.S. HIGHWAY 180 FROM THE
 DT0549'POST OFFICE IN GLENWOOD, IN THE NORTHEAST HEADWALL OF A BRIDGE,
 DT0549'5.2 METERS (17.0 FEET) EAST OF THE CENTERLINE OF THE HIGHWAY, 0.6
 DT0549'METER (2.0 FEET) SOUTHWEST OF THE NORTHEAST END OF A BRIDGE, 2.4
 DT0549'METERS (7.9 FEET) SOUTHWEST OF A FENCE POST.
 DT0549'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0561 ***********************************************************************
 EQ0561  DESIGNATION -  K 364
 EQ0561  PID         -  EQ0561
 EQ0561  STATE/COUNTY-  NM/SOCORRO
 EQ0561  USGS QUAD   -  SOCORRO (1979)
 EQ0561
 EQ0561                         *CURRENT SURVEY CONTROL
 EQ0561  ___________________________________________________________________
 EQ0561* NAD 83(1986)-  34 03 07.     (N)    106 53 15.     (W)     SCALED    
 EQ0561* NAVD 88     -      1409.791  (meters)    4625.29   (feet)  ADJUSTED  
 EQ0561  ___________________________________________________________________
 EQ0561  GEOID HEIGHT-         -22.18  (meters)                     GEOID03
 EQ0561  DYNAMIC HT  -        1407.797 (meters)    4618.75  (feet)  COMP
 EQ0561  MODELED GRAV-     979,173.5   (mgal)                       NAVD 88
 EQ0561
 EQ0561  VERT ORDER  -  FIRST     CLASS II
 EQ0561
 EQ0561.The horizontal coordinates were scaled from a topographic map and have
 EQ0561.an estimated accuracy of +/- 6 seconds.
 EQ0561
 EQ0561.The orthometric height was determined by differential leveling
 EQ0561.and adjusted by the National Geodetic Survey in June 1991..
 EQ0561
 EQ0561.The geoid height was determined by GEOID03.
 EQ0561
 EQ0561.The dynamic height is computed by dividing the NAVD 88
 EQ0561.geopotential number by the normal gravity value computed on the
 EQ0561.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0561.degrees latitude (g = 980.6199 gals.).
 EQ0561
 EQ0561.The modeled gravity was interpolated from observed gravity values.
 EQ0561
 EQ0561;                    North         East    Units  Estimated Accuracy
 EQ0561;SPC NM C     -   338,600.      441,150.      MT  (+/- 180 meters Scaled)
 EQ0561
 EQ0561                          SUPERSEDED SURVEY CONTROL
 EQ0561
 EQ0561.No superseded survey control is available for this station.
 EQ0561
 EQ0561_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT257695(NAD 83)
 EQ0561_MARKER: DB = BENCH MARK DISK
 EQ0561_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 EQ0561_SP_SET: ABUTMENT
 EQ0561_STAMPING: K 364 1980
 EQ0561_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EQ0561+STABILITY: POSITION/ELEVATION WELL
 EQ0561
 EQ0561  HISTORY     - Date     Condition        Report By
 EQ0561  HISTORY     - 1980     MONUMENTED       NGS
 EQ0561  HISTORY     - 20060908 MARK NOT FOUND   GEOCAC
 EQ0561
 EQ0561                          STATION DESCRIPTION
 EQ0561
 EQ0561'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 EQ0561'IN SOCORRO.
 EQ0561'0.2 KILOMETER (0.1 MILE) EAST ALONG MANZANARES AVENUE FROM THE POST
 EQ0561'OFFICE IN SOCORRO, THENCE 0.7 KILOMETER (0.4 MILE) SOUTH ALONG
 EQ0561'BUSINESS LOOP 25 AND STATE HIGHWAY 60, THENCE 0.6 KILOMETER (0.35
 EQ0561'MILE) EAST ALONG THE ATCHISON TOPEKA AND SANTA FE RAILROAD, IN TOP
 EQ0561'OF THE SOUTH END OF THE NORTHWEST ABUTMENT OF AN OVERPASS OF THE
 EQ0561'SOUTH BOUND LANES OF INTERSTATE HIGHWAY 25 AND 6.9 METERS (22.7
 EQ0561'FEET) WEST OF THE CENTER LINE OF THE HIGHWAY.
 EQ0561'THE MARK IS 0.7 M ABOVE THE HIGHWAY.
 EQ0561
 EQ0561                          STATION RECOVERY (2006)
 EQ0561
 EQ0561'RECOVERY NOTE BY GEOCACHING 2006 (BMC)
 EQ0561'IT APPEARS THAT THE BRIDGE ABUTMENTS HAVE BEEN REDONE.  THE STATION
 EQ0561'WAS NOT FOUND AFER 0.5 MANHOURS OF SEARCHING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1220 ***********************************************************************
 CX1220  DESIGNATION -  K 365
 CX1220  PID         -  CX1220
 CX1220  STATE/COUNTY-  NM/LUNA
 CX1220  USGS QUAD   -  DEMING WEST (1972)
 CX1220
 CX1220                         *CURRENT SURVEY CONTROL
 CX1220  ___________________________________________________________________
 CX1220* NAD 83(1986)-  32 22 16.     (N)    107 50 49.     (W)     SCALED    
 CX1220* NAVD 88     -      1390.301  (meters)    4561.35   (feet)  ADJUSTED  
 CX1220  ___________________________________________________________________
 CX1220  GEOID HEIGHT-         -24.42  (meters)                     GEOID03
 CX1220  DYNAMIC HT  -        1388.183 (meters)    4554.40  (feet)  COMP
 CX1220  MODELED GRAV-     979,067.4   (mgal)                       NAVD 88
 CX1220
 CX1220  VERT ORDER  -  FIRST     CLASS II
 CX1220
 CX1220.The horizontal coordinates were scaled from a topographic map and have
 CX1220.an estimated accuracy of +/- 6 seconds.
 CX1220
 CX1220.The orthometric height was determined by differential leveling
 CX1220.and adjusted by the National Geodetic Survey in June 1991..
 CX1220
 CX1220.The geoid height was determined by GEOID03.
 CX1220
 CX1220.The dynamic height is computed by dividing the NAVD 88
 CX1220.geopotential number by the normal gravity value computed on the
 CX1220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX1220.degrees latitude (g = 980.6199 gals.).
 CX1220
 CX1220.The modeled gravity was interpolated from observed gravity values.
 CX1220
 CX1220;                    North         East    Units  Estimated Accuracy
 CX1220;SPC NM W     -   152,020.      828,720.      MT  (+/- 180 meters Scaled)
 CX1220
 CX1220                          SUPERSEDED SURVEY CONTROL
 CX1220
 CX1220.No superseded survey control is available for this station.
 CX1220
 CX1220_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBR321851(NAD 83)
 CX1220_MARKER: DB = BENCH MARK DISK
 CX1220_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CX1220_SP_SET: STAINLESS STEEL ROD
 CX1220_STAMPING: K 365 1979
 CX1220_PROJECTION: FLUSH
 CX1220_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CX1220_ROD/PIPE-DEPTH: 4.3  meters
 CX1220
 CX1220  HISTORY     - Date     Condition        Report By
 CX1220  HISTORY     - 1979     MONUMENTED       NGS
 CX1220
 CX1220                          STATION DESCRIPTION
 CX1220
 CX1220'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CX1220'15.1 KM NW FROM DEMING.
 CX1220'0.2 KILOMETER (0.1 MILE) EAST ALONG SPRUCE STREET FROM THE POST OFFICE
 CX1220'IN DEMING, THENCE 14.9 KILOMETERS (9.3 MILES) NORTHWEST ALONG U.S.
 CX1220'HIGHWAY 180, 0.15 KILOMETER (0.1 MILE) SOUTHEAST OF A T-FENCE CORNER,
 CX1220'19.5 METERS (64.0 FEET) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 CX1220'28.1 METERS (93.2 FEET) NORTHWEST OF MILEMARKER 156 AND 0.4 METER
 CX1220'(1.3 FEET) SOUTHWEST OF A FENCE.  NOTE= REFUSAL WAS REACHED AT 4.3
 CX1220'METERS (14.0 FEET).  ACCESS TO DISK IS THROUGH A 4-INCH SCREW PLUG.
 CX1220'THE MARK IS 0.9 METERS  SE FROM A WITNESS POST.
 CX1220'THE MARK IS 1.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1276 ***********************************************************************
 CX1276  DESIGNATION -  K 366
 CX1276  PID         -  CX1276
 CX1276  STATE/COUNTY-  NM/SIERRA
 CX1276  USGS QUAD   -  CABALLO (1980)
 CX1276
 CX1276                         *CURRENT SURVEY CONTROL
 CX1276  ___________________________________________________________________
 CX1276* NAD 83(1986)-  32 58 02.     (N)    107 18 38.     (W)     SCALED    
 CX1276* NAVD 88     -      1290.445  (meters)    4233.73   (feet)  ADJUSTED  
 CX1276  ___________________________________________________________________
 CX1276  GEOID HEIGHT-         -23.57  (meters)                     GEOID03
 CX1276  DYNAMIC HT  -        1288.523 (meters)    4227.43  (feet)  COMP
 CX1276  MODELED GRAV-     979,104.5   (mgal)                       NAVD 88
 CX1276
 CX1276  VERT ORDER  -  FIRST     CLASS II
 CX1276
 CX1276.The horizontal coordinates were scaled from a topographic map and have
 CX1276.an estimated accuracy of +/- 6 seconds.
 CX1276
 CX1276.The orthometric height was determined by differential leveling
 CX1276.and adjusted by the National Geodetic Survey in June 1991..
 CX1276
 CX1276.The geoid height was determined by GEOID03.
 CX1276
 CX1276.The dynamic height is computed by dividing the NAVD 88
 CX1276.geopotential number by the normal gravity value computed on the
 CX1276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX1276.degrees latitude (g = 980.6199 gals.).
 CX1276
 CX1276.The modeled gravity was interpolated from observed gravity values.
 CX1276
 CX1276;                    North         East    Units  Estimated Accuracy
 CX1276;SPC NM W     -   218,240.      878,870.      MT  (+/- 180 meters Scaled)
 CX1276
 CX1276                          SUPERSEDED SURVEY CONTROL
 CX1276
 CX1276.No superseded survey control is available for this station.
 CX1276
 CX1276_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBS840500(NAD 83)
 CX1276_MARKER: DB = BENCH MARK DISK
 CX1276_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CX1276_SP_SET: BRIDGE ABUTMENT
 CX1276_STAMPING: K 366 1980
 CX1276_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CX1276
 CX1276  HISTORY     - Date     Condition        Report By
 CX1276  HISTORY     - 1980     MONUMENTED       NGS
 CX1276
 CX1276                          STATION DESCRIPTION
 CX1276
 CX1276'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CX1276'0.3 KM SOUTH FROM CABALLO.
 CX1276'0.3 KILOMETER (0.2 MILE) SOUTH ALONG U.S. HIGHWAY 85 FROM THE POST
 CX1276'OFFICE IN CABALLO, IN THE TOP OF THE SOUTH END OF THE WEST
 CX1276'ABUTMENT OF A CONCRETE BRIDGE ACROSS ANIMAS CREEK, 3.2 METERS
 CX1276'(10.4 FEET) WEST OF THE CENTER LINE OF THE HIGHWAY AND 7.9 METERS
 CX1276'(26.0 FEET) NORTH OF THE SOUTH END OF THE BRIDGE.
 CX1276'THE MARK IS 0.1 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS1037 ***********************************************************************
 DS1037  DESIGNATION -  K 367
 DS1037  PID         -  DS1037
 DS1037  STATE/COUNTY-  NM/SOCORRO
 DS1037  USGS QUAD   -  BLACK HILL (1980)
 DS1037
 DS1037                         *CURRENT SURVEY CONTROL
 DS1037  ___________________________________________________________________
 DS1037* NAD 83(1986)-  33 34 36.     (N)    107 11 18.     (W)     SCALED    
 DS1037* NAVD 88     -      1570.147  (meters)    5151.39   (feet)  ADJUSTED  
 DS1037  ___________________________________________________________________
 DS1037  GEOID HEIGHT-         -22.80  (meters)                     GEOID03
 DS1037  DYNAMIC HT  -        1567.836 (meters)    5143.81  (feet)  COMP
 DS1037  MODELED GRAV-     979,109.9   (mgal)                       NAVD 88
 DS1037
 DS1037  VERT ORDER  -  FIRST     CLASS II
 DS1037
 DS1037.The horizontal coordinates were scaled from a topographic map and have
 DS1037.an estimated accuracy of +/- 6 seconds.
 DS1037
 DS1037.The orthometric height was determined by differential leveling
 DS1037.and adjusted by the National Geodetic Survey in June 1991..
 DS1037
 DS1037.The geoid height was determined by GEOID03.
 DS1037
 DS1037.The dynamic height is computed by dividing the NAVD 88
 DS1037.geopotential number by the normal gravity value computed on the
 DS1037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS1037.degrees latitude (g = 980.6199 gals.).
 DS1037
 DS1037.The modeled gravity was interpolated from observed gravity values.
 DS1037
 DS1037;                    North         East    Units  Estimated Accuracy
 DS1037;SPC NM C     -   286,100.      412,890.      MT  (+/- 180 meters Scaled)
 DS1037
 DS1037                          SUPERSEDED SURVEY CONTROL
 DS1037
 DS1037.No superseded survey control is available for this station.
 DS1037
 DS1037_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBT968173(NAD 83)
 DS1037_MARKER: DB = BENCH MARK DISK
 DS1037_SETTING: 66 = SET IN ROCK OUTCROP
 DS1037_SP_SET: ROCK OUTCROP
 DS1037_STAMPING: K 367 1980
 DS1037_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DS1037+STABILITY: POSITION/ELEVATION WELL
 DS1037
 DS1037  HISTORY     - Date     Condition        Report By
 DS1037  HISTORY     - 1980     MONUMENTED       NGS
 DS1037
 DS1037                          STATION DESCRIPTION
 DS1037
 DS1037'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 DS1037'50.2 KM SW FROM SAN ANTONIO.
 DS1037'0.2 KILOMETER (0.1 MILE) EAST ALONG U.S. HIGHWAY 380 FROM THE POST
 DS1037'OFFICE IN SAN ANTONIO, THENCE 50.0 KILOMETERS (31.2 MILES) SOUTH
 DS1037'ALONG STATE HIGHWAY 1, 0.6 KILOMETERS (0.4 MILE) SOUTHWEST OF A
 DS1037'DIRT ROAD LEADING WEST TO COUPLAND WELL, 30.0 METERS (98.4 FEET)
 DS1037'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY AND 0.8 METER (2.6 FEET)
 DS1037'NORTHWEST OF A WIRE FENCE.
 DS1037'THE MARK IS 0.5 METERS  E FROM A WITNESS POST.
 DS1037'THE MARK IS 3.7 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS1008 ***********************************************************************
 DS1008  DESIGNATION -  K 368
 DS1008  PID         -  DS1008
 DS1008  STATE/COUNTY-  NM/SIERRA
 DS1008  USGS QUAD   -  HUERFANO HILL (1980)
 DS1008
 DS1008                         *CURRENT SURVEY CONTROL
 DS1008  ___________________________________________________________________
 DS1008* NAD 83(1986)-  33 16 11.     (N)    107 16 45.     (W)     SCALED    
 DS1008* NAVD 88     -      1483.201  (meters)    4866.14   (feet)  ADJUSTED  
 DS1008  ___________________________________________________________________
 DS1008  GEOID HEIGHT-         -23.18  (meters)                     GEOID03
 DS1008  DYNAMIC HT  -        1481.022 (meters)    4858.99  (feet)  COMP
 DS1008  MODELED GRAV-     979,116.3   (mgal)                       NAVD 88
 DS1008
 DS1008  VERT ORDER  -  FIRST     CLASS II
 DS1008
 DS1008.The horizontal coordinates were scaled from a topographic map and have
 DS1008.an estimated accuracy of +/- 6 seconds.
 DS1008
 DS1008.The orthometric height was determined by differential leveling
 DS1008.and adjusted by the National Geodetic Survey in June 1991..
 DS1008
 DS1008.The geoid height was determined by GEOID03.
 DS1008
 DS1008.The dynamic height is computed by dividing the NAVD 88
 DS1008.geopotential number by the normal gravity value computed on the
 DS1008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS1008.degrees latitude (g = 980.6199 gals.).
 DS1008
 DS1008.The modeled gravity was interpolated from observed gravity values.
 DS1008
 DS1008;                    North         East    Units  Estimated Accuracy
 DS1008;SPC NM W     -   251,800.      881,630.      MT  (+/- 180 meters Scaled)
 DS1008
 DS1008                          SUPERSEDED SURVEY CONTROL
 DS1008
 DS1008.No superseded survey control is available for this station.
 DS1008
 DS1008_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBS877835(NAD 83)
 DS1008_MARKER: DB = BENCH MARK DISK
 DS1008_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DS1008_SP_SET: ABUTMENT
 DS1008_STAMPING: K 368 1980
 DS1008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS1008+STABILITY: SURFACE MOTION
 DS1008
 DS1008  HISTORY     - Date     Condition        Report By
 DS1008  HISTORY     - 1980     MONUMENTED       NGS
 DS1008
 DS1008                          STATION DESCRIPTION
 DS1008
 DS1008'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 DS1008'12.2 KM NNW FROM TRUTH OR CONSEQUENCES.
 DS1008'12.2 KILOMETERS (7.6 MILES) NORTH AND NORTHWEST ALONG U.S. HIGHWAY
 DS1008'85 (DATE STREET) FROM THE SIERRA COUNTY COURTHOUSE IN TRUTH OR
 DS1008'CONSEQUENCES, IN THE NORTHWEST ABUTMENT RAIL OF A BRIDGE SETTING ON
 DS1008'BEDROCK, 4.9 METERS (16.1 FEET) WEST OF THE CENTERLINE OF THE
 DS1008'HIGHWAY.
 DS1008'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0543 ***********************************************************************
 EQ0543  DESIGNATION -  K 369
 EQ0543  PID         -  EQ0543
 EQ0543  STATE/COUNTY-  NM/CATRON
 EQ0543  USGS QUAD   -  DATIL (1963)
 EQ0543
 EQ0543                         *CURRENT SURVEY CONTROL
 EQ0543  ___________________________________________________________________
 EQ0543* NAD 83(1986)-  34 08 01.     (N)    107 48 06.     (W)     SCALED    
 EQ0543* NAVD 88     -      2221.772  (meters)    7289.26   (feet)  ADJUSTED  
 EQ0543  ___________________________________________________________________
 EQ0543  GEOID HEIGHT-         -21.41  (meters)                     GEOID03
 EQ0543  DYNAMIC HT  -        2218.312 (meters)    7277.91  (feet)  COMP
 EQ0543  MODELED GRAV-     978,998.7   (mgal)                       NAVD 88
 EQ0543
 EQ0543  VERT ORDER  -  FIRST     CLASS II
 EQ0543
 EQ0543.The horizontal coordinates were scaled from a topographic map and have
 EQ0543.an estimated accuracy of +/- 6 seconds.
 EQ0543
 EQ0543.The orthometric height was determined by differential leveling
 EQ0543.and adjusted by the National Geodetic Survey in June 1991..
 EQ0543
 EQ0543.The geoid height was determined by GEOID03.
 EQ0543
 EQ0543.The dynamic height is computed by dividing the NAVD 88
 EQ0543.geopotential number by the normal gravity value computed on the
 EQ0543.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0543.degrees latitude (g = 980.6199 gals.).
 EQ0543
 EQ0543.The modeled gravity was interpolated from observed gravity values.
 EQ0543
 EQ0543;                    North         East    Units  Estimated Accuracy
 EQ0543;SPC NM W     -   347,480.      832,920.      MT  (+/- 180 meters Scaled)
 EQ0543
 EQ0543                          SUPERSEDED SURVEY CONTROL
 EQ0543
 EQ0543.No superseded survey control is available for this station.
 EQ0543
 EQ0543_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBT416805(NAD 83)
 EQ0543_MARKER: DB = BENCH MARK DISK
 EQ0543_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EQ0543_SP_SET: STAINLESS STEEL ROD
 EQ0543_STAMPING: K 369 1980
 EQ0543_PROJECTION: FLUSH
 EQ0543_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EQ0543_ROD/PIPE-DEPTH: 5.2  meters
 EQ0543
 EQ0543  HISTORY     - Date     Condition        Report By
 EQ0543  HISTORY     - 1980     MONUMENTED       NGS
 EQ0543
 EQ0543                          STATION DESCRIPTION
 EQ0543
 EQ0543'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 EQ0543'4.1 KM EAST FROM DATIL.
 EQ0543'4.1 KM (2.55 MI) EAST ALONG U.S. HIGHWAY 60 FROM THE
 EQ0543'JUNCTION OF STATE HIGHWAY 12 IN DATIL, 1.6 KM (1.0 MI)
 EQ0543'WEST OF A DIRT CROSS ROAD LEADING NORTH AND SOUTH, 28.5 METERS
 EQ0543'(93.5 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY, 33.5 METERS
 EQ0543'(109.9 FT) SOUTHEAST OF MILE POST 80, 28.7 METERS (94.2 FT) WEST-
 EQ0543'NORTHWEST OF A POWER POLE AND 0.5 METERS ( 1.6 FT) NORTH OF A FENCE
 EQ0543'BRACE POST.  NOTE=REFUSAL WAS REACHED AT 5.2 METERS.  ACCESS TO THE
 EQ0543'DISK IS THROUGH A 4-INCH SCREW PLUG.
 EQ0543'THE MARK IS 0.65 METERS  W FROM A WITNESS POST.
 EQ0543'THE MARK IS 1.2 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0101 ***********************************************************************
 DT0101  DESIGNATION -  K 37
 DT0101  PID         -  DT0101
 DT0101  STATE/COUNTY-  NM/GRANT
 DT0101  USGS QUAD   -  MOON RANCH (1965)
 DT0101
 DT0101                         *CURRENT SURVEY CONTROL
 DT0101  ___________________________________________________________________
 DT0101* NAD 83(1986)-  33 11 27.     (N)    108 49 36.     (W)     SCALED    
 DT0101* NAVD 88     -      1546.667  (meters)    5074.36   (feet)  ADJUSTED  
 DT0101  ___________________________________________________________________
 DT0101  GEOID HEIGHT-         -24.29  (meters)                     GEOID03
 DT0101  DYNAMIC HT  -        1544.322 (meters)    5066.66  (feet)  COMP
 DT0101  MODELED GRAV-     979,067.9   (mgal)                       NAVD 88
 DT0101
 DT0101  VERT ORDER  -  FIRST     CLASS II
 DT0101
 DT0101.The horizontal coordinates were scaled from a topographic map and have
 DT0101.an estimated accuracy of +/- 6 seconds.
 DT0101
 DT0101.The orthometric height was determined by differential leveling
 DT0101.and adjusted by the National Geodetic Survey in June 1991..
 DT0101
 DT0101.The geoid height was determined by GEOID03.
 DT0101
 DT0101.The dynamic height is computed by dividing the NAVD 88
 DT0101.geopotential number by the normal gravity value computed on the
 DT0101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0101.degrees latitude (g = 980.6199 gals.).
 DT0101
 DT0101.The modeled gravity was interpolated from observed gravity values.
 DT0101
 DT0101;                    North         East    Units  Estimated Accuracy
 DT0101;SPC NM W     -   243,360.      737,380.      MT  (+/- 180 meters Scaled)
 DT0101
 DT0101                          SUPERSEDED SURVEY CONTROL
 DT0101
 DT0101  NGVD 29 (??/??/92) 1545.795  (m)         5071.50   (f) ADJ UNCH    1 2
 DT0101
 DT0101.Superseded values are not recommended for survey control.
 DT0101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0101.See file dsdata.txt to determine how the superseded data were derived.
 DT0101
 DT0101_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYB026745(NAD 83)
 DT0101_MARKER: DB = BENCH MARK DISK
 DT0101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DT0101_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DT0101_STAMPING: K-37 1934
 DT0101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DT0101+STABILITY: SURFACE MOTION
 DT0101
 DT0101  HISTORY     - Date     Condition        Report By
 DT0101  HISTORY     - 1934     MONUMENTED       CGS
 DT0101  HISTORY     - 1967     MARK NOT FOUND   USGS
 DT0101  HISTORY     - 1980     MARK NOT FOUND   NGS
 DT0101
 DT0101                          STATION DESCRIPTION
 DT0101
 DT0101'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DT0101'11.5 MI S FROM GLENWOOD.
 DT0101'11.5 MI SOUTH ALONG STATE HWY NO.11, FROM POST OFFICE ON STATE HWY
 DT0101'NO.11, ON A GRASSY FLAT, OPPOSITE THE CENTER OF A HORSE SHOE BEND IN A
 DT0101'GULCH.  101 FEET EAST OF THE CENTERLINE OF THE HWY.  AT A PLACE WHERE
 DT0101'A SINGLE PIPE CULVERT CROSSES THE HWY.
 DT0101
 DT0101                          STATION RECOVERY (1967)
 DT0101
 DT0101'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 DT0101'MARK NOT FOUND.
 DT0101
 DT0101                          STATION RECOVERY (1980)
 DT0101
 DT0101'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DT0101'NOTE=THIS MARK IS BELIEVED TO BE UNDER THE PAVEMENT OF THE NEW
 DT0101'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0554 ***********************************************************************
 EQ0554  DESIGNATION -  K 370
 EQ0554  PID         -  EQ0554
 EQ0554  STATE/COUNTY-  NM/CATRON
 EQ0554  USGS QUAD   -  SUGARLOAF MOUNTAIN (1995)
 EQ0554
 EQ0554                         *CURRENT SURVEY CONTROL
 EQ0554  ___________________________________________________________________
 EQ0554* NAD 83(1986)-  34 04 05.     (N)    107 55 17.     (W)     SCALED    
 EQ0554* NAVD 88     -      2209.633  (meters)    7249.44   (feet)  ADJUSTED  
 EQ0554  ___________________________________________________________________
 EQ0554  GEOID HEIGHT-         -21.48  (meters)                     GEOID03
 EQ0554  DYNAMIC HT  -        2206.189 (meters)    7238.14  (feet)  COMP
 EQ0554  MODELED GRAV-     978,997.9   (mgal)                       NAVD 88
 EQ0554
 EQ0554  VERT ORDER  -  FIRST     CLASS II
 EQ0554
 EQ0554.The horizontal coordinates were scaled from a topographic map and have
 EQ0554.an estimated accuracy of +/- 6 seconds.
 EQ0554
 EQ0554.The orthometric height was determined by differential leveling
 EQ0554.and adjusted by the National Geodetic Survey in June 1991..
 EQ0554
 EQ0554.The geoid height was determined by GEOID03.
 EQ0554
 EQ0554.The dynamic height is computed by dividing the NAVD 88
 EQ0554.geopotential number by the normal gravity value computed on the
 EQ0554.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0554.degrees latitude (g = 980.6199 gals.).
 EQ0554
 EQ0554.The modeled gravity was interpolated from observed gravity values.
 EQ0554
 EQ0554;                    North         East    Units  Estimated Accuracy
 EQ0554;SPC NM W     -   340,210.      821,870.      MT  (+/- 180 meters Scaled)
 EQ0554
 EQ0554                          SUPERSEDED SURVEY CONTROL
 EQ0554
 EQ0554.No superseded survey control is available for this station.
 EQ0554
 EQ0554_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBT303735(NAD 83)
 EQ0554_MARKER: DB = BENCH MARK DISK
 EQ0554_SETTING: 66 = SET IN ROCK OUTCROP
 EQ0554_SP_SET: ROCK OUTCROP
 EQ0554_STAMPING: K 370 1980
 EQ0554_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EQ0554+STABILITY: POSITION/ELEVATION WELL
 EQ0554
 EQ0554  HISTORY     - Date     Condition        Report By
 EQ0554  HISTORY     - 1980     MONUMENTED       NGS
 EQ0554
 EQ0554                          STATION DESCRIPTION
 EQ0554
 EQ0554'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 EQ0554'12.0 KM SW FROM DATIL.
 EQ0554'12.0 KM (7.5 MI) SOUTHWEST ALONG STATE HIGHWAY 12 FROM THE
 EQ0554'POST OFFICE IN DATIL, 0.9 KM (0.55 MI) NORTHEAST OF A FIELD
 EQ0554'ROAD LEADING SOUTHEAST, 11.1 METERS (36.3 FT) NORTHWEST OF THE
 EQ0554'CENTERLINE OF THE HIGHWAY AND 9.3 METERS (30.5 FT) SOUTHEAST OF A
 EQ0554'BARBED WIRE FENCE.  NOTE=DISK IS SET IN BEDROCK.
 EQ0554'THE MARK IS 0.15 METERS  SW FROM A WITNESS POST.
 EQ0554'THE MARK IS 0.1 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0601 ***********************************************************************
 DT0601  DESIGNATION -  K 372
 DT0601  PID         -  DT0601
 DT0601  STATE/COUNTY-  NM/CATRON
 DT0601  USGS QUAD   -  TULAROSA CANYON (1981)
 DT0601
 DT0601                         *CURRENT SURVEY CONTROL
 DT0601  ___________________________________________________________________
 DT0601* NAD 83(1986)-  33 54 47.     (N)    108 29 52.     (W)     SCALED    
 DT0601* NAVD 88     -      2116.454  (meters)    6943.73   (feet)  ADJUSTED  
 DT0601  ___________________________________________________________________
 DT0601  GEOID HEIGHT-         -21.95  (meters)                     GEOID03
 DT0601  DYNAMIC HT  -        2113.144 (meters)    6932.87  (feet)  COMP
 DT0601  MODELED GRAV-     978,996.5   (mgal)                       NAVD 88
 DT0601
 DT0601  VERT ORDER  -  FIRST     CLASS II
 DT0601
 DT0601.The horizontal coordinates were scaled from a topographic map and have
 DT0601.an estimated accuracy of +/- 6 seconds.
 DT0601
 DT0601.The orthometric height was determined by differential leveling
 DT0601.and adjusted by the National Geodetic Survey in June 1991..
 DT0601
 DT0601.The geoid height was determined by GEOID03.
 DT0601
 DT0601.The dynamic height is computed by dividing the NAVD 88
 DT0601.geopotential number by the normal gravity value computed on the
 DT0601.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0601.degrees latitude (g = 980.6199 gals.).
 DT0601
 DT0601.The modeled gravity was interpolated from observed gravity values.
 DT0601
 DT0601;                    North         East    Units  Estimated Accuracy
 DT0601;SPC NM W     -   323,220.      768,560.      MT  (+/- 180 meters Scaled)
 DT0601
 DT0601                          SUPERSEDED SURVEY CONTROL
 DT0601
 DT0601.No superseded survey control is available for this station.
 DT0601
 DT0601_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYC313553(NAD 83)
 DT0601_MARKER: DB = BENCH MARK DISK
 DT0601_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DT0601_SP_SET: ABUTMENT
 DT0601_STAMPING: K 372 1980
 DT0601_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DT0601+STABILITY: POSITION/ELEVATION WELL
 DT0601
 DT0601  HISTORY     - Date     Condition        Report By
 DT0601  HISTORY     - 1980     MONUMENTED       NGS
 DT0601
 DT0601                          STATION DESCRIPTION
 DT0601
 DT0601'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 DT0601'6.1 KM NE FROM ARAGON.
 DT0601'6.1 KM (3.8 MI) NORTHEAST ALONG STATE HIGHWAY 12 FROM THE
 DT0601'POST OFFICE IN ARAGON, IN TOP AND 1.3 METERS (4.3 FT) SOUTHWEST OF
 DT0601'THE NORTHEAST END OF A BRIDGE (30) ABUTMENT AND 4.1 METERS (13.4 FT)
 DT0601'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY.
 DT0601'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0579 ***********************************************************************
 DT0579  DESIGNATION -  K 373
 DT0579  PID         -  DT0579
 DT0579  STATE/COUNTY-  NM/CATRON
 DT0579  USGS QUAD   -  HORSE MOUNTAIN WEST (1981)
 DT0579
 DT0579                         *CURRENT SURVEY CONTROL
 DT0579  ___________________________________________________________________
 DT0579* NAD 83(1986)-  33 55 36.     (N)    108 12 12.     (W)     SCALED    
 DT0579* NAVD 88     -      2120.547  (meters)    6957.16   (feet)  ADJUSTED  
 DT0579  ___________________________________________________________________
 DT0579  GEOID HEIGHT-         -21.84  (meters)                     GEOID03
 DT0579  DYNAMIC HT  -        2117.229 (meters)    6946.28  (feet)  COMP
 DT0579  MODELED GRAV-     978,995.6   (mgal)                       NAVD 88
 DT0579
 DT0579  VERT ORDER  -  FIRST     CLASS II
 DT0579
 DT0579.The horizontal coordinates were scaled from a topographic map and have
 DT0579.an estimated accuracy of +/- 6 seconds.
 DT0579
 DT0579.The orthometric height was determined by differential leveling
 DT0579.and adjusted by the National Geodetic Survey in June 1991..
 DT0579
 DT0579.The geoid height was determined by GEOID03.
 DT0579
 DT0579.The dynamic height is computed by dividing the NAVD 88
 DT0579.geopotential number by the normal gravity value computed on the
 DT0579.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0579.degrees latitude (g = 980.6199 gals.).
 DT0579
 DT0579.The modeled gravity was interpolated from observed gravity values.
 DT0579
 DT0579;                    North         East    Units  Estimated Accuracy
 DT0579;SPC NM W     -   324,590.      795,790.      MT  (+/- 180 meters Scaled)
 DT0579
 DT0579                          SUPERSEDED SURVEY CONTROL
 DT0579
 DT0579.No superseded survey control is available for this station.
 DT0579
 DT0579_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYC585575(NAD 83)
 DT0579_MARKER: DB = BENCH MARK DISK
 DT0579_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DT0579+WITH SETTING: INFORMATION.
 DT0579_SP_SET: SHALLOW SET METAL ROD
 DT0579_STAMPING: K 373 1980
 DT0579_PROJECTION: FLUSH
 DT0579_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DT0579_ROD/PIPE-DEPTH: 2.4  meters
 DT0579
 DT0579  HISTORY     - Date     Condition        Report By
 DT0579  HISTORY     - 1980     MONUMENTED       NGS
 DT0579
 DT0579                          STATION DESCRIPTION
 DT0579
 DT0579'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 DT0579'34.5 KM NE FROM ARAGON.
 DT0579'34.5 KM (21.4 MI) NORTHEAST ALONG STATE HIGHWAY 12 FROM THE
 DT0579'POST OFFICE IN ARAGON, 0.2 KM (0.1 MI) WEST OF MILE POST 48,
 DT0579'0.6 KM (0.35 MI) WEST OF A SIDE ROAD LEADING NORTH, 32.5
 DT0579'METERS (106.6 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY, 3.0
 DT0579'METERS (9.8 FT) EAST OF POWER POLE NUMBER 409 AND 0.6 METER (2.0
 DT0579'FT) SOUTH OF A FENCE.  NOTE=REFUSAL WAS REACHED AT 2.4 METERS (8.0
 DT0579'FT).  ACCESS TO THE DISK IS THROUGH A 4-INCH SCREW PLUG.
 DT0579'THE MARK IS 0.4 METERS  E FROM A WITNESS POST.
 DT0579'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0498 ***********************************************************************
 DT0498  DESIGNATION -  K 374
 DT0498  PID         -  DT0498
 DT0498  STATE/COUNTY-  NM/CATRON
 DT0498  USGS QUAD   -  BULL BASIN (1965)
 DT0498
 DT0498                         *CURRENT SURVEY CONTROL
 DT0498  ___________________________________________________________________
 DT0498* NAD 83(1986)-  33 44 19.     (N)    108 56 35.     (W)     SCALED    
 DT0498* NAVD 88     -      2432.515  (meters)    7980.68   (feet)  ADJUSTED  
 DT0498  ___________________________________________________________________
 DT0498  GEOID HEIGHT-         -22.64  (meters)                     GEOID03
 DT0498  DYNAMIC HT  -        2428.603 (meters)    7967.84  (feet)  COMP
 DT0498  MODELED GRAV-     978,939.9   (mgal)                       NAVD 88
 DT0498
 DT0498  VERT ORDER  -  FIRST     CLASS II
 DT0498
 DT0498.The horizontal coordinates were scaled from a topographic map and have
 DT0498.an estimated accuracy of +/- 6 seconds.
 DT0498
 DT0498.The orthometric height was determined by differential leveling
 DT0498.and adjusted by the National Geodetic Survey in June 1991..
 DT0498
 DT0498.The geoid height was determined by GEOID03.
 DT0498
 DT0498.The dynamic height is computed by dividing the NAVD 88
 DT0498.geopotential number by the normal gravity value computed on the
 DT0498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0498.degrees latitude (g = 980.6199 gals.).
 DT0498
 DT0498.The modeled gravity was interpolated from observed gravity values.
 DT0498
 DT0498;                    North         East    Units  Estimated Accuracy
 DT0498;SPC NM W     -   304,220.      727,170.      MT  (+/- 180 meters Scaled)
 DT0498
 DT0498                          SUPERSEDED SURVEY CONTROL
 DT0498
 DT0498.No superseded survey control is available for this station.
 DT0498
 DT0498_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC905350(NAD 83)
 DT0498_MARKER: I = METAL ROD
 DT0498_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DT0498_SP_SET: STAINLESS STEEL ROD
 DT0498_STAMPING: K 374 1980
 DT0498_PROJECTION: FLUSH
 DT0498_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DT0498_ROD/PIPE-DEPTH: 3.7  meters
 DT0498
 DT0498  HISTORY     - Date     Condition        Report By
 DT0498  HISTORY     - 1980     MONUMENTED       NGS
 DT0498  HISTORY     - 20050729 GOOD             USPSQD
 DT0498
 DT0498                          STATION DESCRIPTION
 DT0498
 DT0498'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 DT0498'11.2 KM SE FROM LUNA.
 DT0498'11.2 KM (6.95 MI) SOUTHEAST ALONG U.S. HIGHWAY 180 FROM
 DT0498'THE POST OFFICE IN LUNA, 0.2 KM (0.15 MI) SOUTHEAST OF MILE
 DT0498'POST 14, 40.5 METERS (132.8 FT) NORTH AND ACROSS THE HIGHWAY FROM
 DT0498'THE CENTER OF A SIDEROAD LEADING SOUTHEAST, 32.6 METERS (106.8 FT)
 DT0498'NORTH OF THE CENTERLINE OF THE HIGHWAY, NOTE= REFUSAL WAS REACHED AT
 DT0498'3.7 METERS (12.9 FT). NOTE= ACCESS TO THE DATUM POINT IS THROUGH
 DT0498'A 5-INCH LOGO CAP.
 DT0498'THE MARK IS 0.5 METERS  W FROM A WITNESS POST.
 DT0498'THE MARK IS 0.9 M BELOW THE HIGHWAY.
 DT0498
 DT0498                          STATION RECOVERY (2005)
 DT0498
 DT0498'RECOVERY NOTE BY US POWER SQUADRON 2005 (NJP)
 DT0498'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0160 ***********************************************************************
 DT0160  DESIGNATION -  K 39
 DT0160  PID         -  DT0160
 DT0160  STATE/COUNTY-  NM/CATRON
 DT0160  USGS QUAD   -  RESERVE (1965)
 DT0160
 DT0160                         *CURRENT SURVEY CONTROL
 DT0160  ___________________________________________________________________
 DT0160* NAD 83(1986)-  33 42 06.     (N)    108 50 02.     (W)     SCALED    
 DT0160* NAVD 88     -      1903.870  (meters)    6246.28   (feet)  ADJUSTED  
 DT0160  ___________________________________________________________________
 DT0160  GEOID HEIGHT-         -22.77  (meters)                     GEOID03
 DT0160  DYNAMIC HT  -        1900.937 (meters)    6236.66  (feet)  COMP
 DT0160  MODELED GRAV-     979,028.6   (mgal)                       NAVD 88
 DT0160
 DT0160  VERT ORDER  -  FIRST     CLASS II
 DT0160
 DT0160.The horizontal coordinates were scaled from a topographic map and have
 DT0160.an estimated accuracy of +/- 6 seconds.
 DT0160
 DT0160.The orthometric height was determined by differential leveling
 DT0160.and adjusted by the National Geodetic Survey in June 1991..
 DT0160
 DT0160.The geoid height was determined by GEOID03.
 DT0160
 DT0160.The dynamic height is computed by dividing the NAVD 88
 DT0160.geopotential number by the normal gravity value computed on the
 DT0160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0160.degrees latitude (g = 980.6199 gals.).
 DT0160
 DT0160.The modeled gravity was interpolated from observed gravity values.
 DT0160
 DT0160;                    North         East    Units  Estimated Accuracy
 DT0160;SPC NM W     -   300,020.      737,250.      MT  (+/- 180 meters Scaled)
 DT0160
 DT0160                          SUPERSEDED SURVEY CONTROL
 DT0160
 DT0160  NGVD 29 (??/??/92) 1902.988  (m)         6243.39   (f) ADJ UNCH    1 2
 DT0160
 DT0160.Superseded values are not recommended for survey control.
 DT0160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0160.See file dsdata.txt to determine how the superseded data were derived.
 DT0160
 DT0160_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYC007311(NAD 83)
 DT0160_MARKER: DB = BENCH MARK DISK
 DT0160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DT0160_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DT0160_STAMPING: K 39 1934
 DT0160_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DT0160+STABILITY: SURFACE MOTION
 DT0160
 DT0160  HISTORY     - Date     Condition        Report By
 DT0160  HISTORY     - 1934     MONUMENTED       CGS
 DT0160  HISTORY     - 1966     GOOD             NGS
 DT0160  HISTORY     - 1980     MARK NOT FOUND   NGS
 DT0160
 DT0160                          STATION DESCRIPTION
 DT0160
 DT0160'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 DT0160'5.8 MI SW FROM RESERVE.
 DT0160'ABOUT 5.8 MILES SOUTHWEST ALONG STATE HIGHWAY 12 FROM THE POST OFFICE
 DT0160'IN RESERVE, 151 FEET SOUTH OF A FENCE AND 241 FEET SOUTH OF THE
 DT0160'CENTERLINE OF STATE HIGHWAY 12.  A STANDARD DISK, STAMPED K 39 1934,
 DT0160'SET IN THE TOP OF A SQUARE CONCRETE POST.
 DT0160
 DT0160                          STATION RECOVERY (1980)
 DT0160
 DT0160'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DT0160'A THOROUGH SEARCH OF THE AREA REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0650 ***********************************************************************
 CY0650  DESIGNATION -  K 397
 CY0650  PID         -  CY0650
 CY0650  STATE/COUNTY-  NM/HIDALGO
 CY0650  USGS QUAD   -  LISBON (1980)
 CY0650
 CY0650                         *CURRENT SURVEY CONTROL
 CY0650  ___________________________________________________________________
 CY0650* NAD 83(1986)-  32 17 10.     (N)    108 33 40.     (W)     SCALED    
 CY0650* NAVD 88     -      1298.069  (meters)    4258.75   (feet)  ADJUSTED  
 CY0650  ___________________________________________________________________
 CY0650  GEOID HEIGHT-         -25.30  (meters)                     GEOID03
 CY0650  DYNAMIC HT  -        1296.099 (meters)    4252.28  (feet)  COMP
 CY0650  MODELED GRAV-     979,076.0   (mgal)                       NAVD 88
 CY0650
 CY0650  VERT ORDER  -  FIRST     CLASS II
 CY0650
 CY0650.The horizontal coordinates were scaled from a topographic map and have
 CY0650.an estimated accuracy of +/- 6 seconds.
 CY0650
 CY0650.The orthometric height was determined by differential leveling
 CY0650.and adjusted by the National Geodetic Survey in June 1991..
 CY0650
 CY0650.The geoid height was determined by GEOID03.
 CY0650
 CY0650.The dynamic height is computed by dividing the NAVD 88
 CY0650.geopotential number by the normal gravity value computed on the
 CY0650.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0650.degrees latitude (g = 980.6199 gals.).
 CY0650
 CY0650.The modeled gravity was interpolated from observed gravity values.
 CY0650
 CY0650;                    North         East    Units  Estimated Accuracy
 CY0650;SPC NM W     -   142,830.      761,450.      MT  (+/- 180 meters Scaled)
 CY0650
 CY0650                          SUPERSEDED SURVEY CONTROL
 CY0650
 CY0650.No superseded survey control is available for this station.
 CY0650
 CY0650_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYA296747(NAD 83)
 CY0650_MARKER: DB = BENCH MARK DISK
 CY0650_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CY0650_SP_SET: STAINLESS STEEL ROD
 CY0650_STAMPING: K 397 1979
 CY0650_PROJECTION: FLUSH
 CY0650_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CY0650_ROD/PIPE-DEPTH: 3.7  meters
 CY0650
 CY0650  HISTORY     - Date     Condition        Report By
 CY0650  HISTORY     - 1979     MONUMENTED       NGS
 CY0650
 CY0650                          STATION DESCRIPTION
 CY0650
 CY0650'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CY0650'15.8 KM SE FROM LORDSBURG.
 CY0650'15.8 KILOMETERS (9.85 MILES) SOUTHEAST ALONG THE SOUTHERN PACIFIC
 CY0650'RAILROAD FROM THE STATION IN LORDSBURG, 0.25 KILOMETER (0.15 MILE)
 CY0650'SOUTHEAST OF RAILROAD BRIDGE 1157.85, AT MILE POST 1158, 7.6 METERS
 CY0650'(25.0 FEET) SOUTHWEST OF THE SOUTHWEST RAIL, 24.7 METERS (81 FEET)
 CY0650'SOUTHWEST OF AND ACROSS THE TRACKS FROM THE MILE POST, 16.6 METERS
 CY0650'(54.5 FEET) NORTHEAST OF THE NORHTEASTERN OF TWO WITNESS SIGNS FOR
 CY0650'A PETROLEUM PIPE LINE, 5.5 METERS (18.0 FEET) NORTHEAST OF THE
 CY0650'CENTER OF THE RAILROAD MAINTENANCE ROAD AND 1.5 METERS (5.0 FEET)
 CY0650'NORTHEAST OF THE FIRST TELEGRAPH POLE SOUTHEAST OF THE MILE POST.
 CY0650'THE MARK IS 0.6 METERS  NW FROM A WITNESS POST.
 CY0650'THE MARK IS 1.5 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0117 ***********************************************************************
 EP0117  DESIGNATION -  K 4
 EP0117  PID         -  EP0117
 EP0117  STATE/COUNTY-  NM/DE BACA
 EP0117  USGS QUAD   -  YESO MESA (1981)
 EP0117
 EP0117                         *CURRENT SURVEY CONTROL
 EP0117  ___________________________________________________________________
 EP0117* NAD 83(1986)-  34 27 12.     (N)    104 50 00.     (W)     SCALED    
 EP0117* NAVD 88     -      1587.879  (meters)    5209.57   (feet)  ADJUSTED  
 EP0117  ___________________________________________________________________
 EP0117  GEOID HEIGHT-         -22.50  (meters)                     GEOID03
 EP0117  DYNAMIC HT  -        1585.642 (meters)    5202.23  (feet)  COMP
 EP0117  MODELED GRAV-     979,171.2   (mgal)                       NAVD 88
 EP0117
 EP0117  VERT ORDER  -  FIRST     CLASS II
 EP0117
 EP0117.The horizontal coordinates were scaled from a topographic map and have
 EP0117.an estimated accuracy of +/- 6 seconds.
 EP0117
 EP0117.The orthometric height was determined by differential leveling
 EP0117.and adjusted by the National Geodetic Survey in June 1991..
 EP0117
 EP0117.The geoid height was determined by GEOID03.
 EP0117
 EP0117.The dynamic height is computed by dividing the NAVD 88
 EP0117.geopotential number by the normal gravity value computed on the
 EP0117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EP0117.degrees latitude (g = 980.6199 gals.).
 EP0117
 EP0117.The modeled gravity was interpolated from observed gravity values.
 EP0117
 EP0117;                    North         East    Units  Estimated Accuracy
 EP0117;SPC NM E     -   383,050.      119,060.      MT  (+/- 180 meters Scaled)
 EP0117
 EP0117                          SUPERSEDED SURVEY CONTROL
 EP0117
 EP0117  NGVD 29 (??/??/92) 1587.127  (m)         5207.10   (f) ADJ UNCH    1 2
 EP0117
 EP0117.Superseded values are not recommended for survey control.
 EP0117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EP0117.See file dsdata.txt to determine how the superseded data were derived.
 EP0117
 EP0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEU153124(NAD 83)
 EP0117_MARKER: Z = SEE DESCRIPTION
 EP0117_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EP0117_SP_SET: ABUTMENT
 EP0117_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EP0117
 EP0117  HISTORY     - Date     Condition        Report By
 EP0117  HISTORY     - UNK      MONUMENTED       CGS
 EP0117  HISTORY     - 1958     GOOD             NGS
 EP0117  HISTORY     - 1983     MARK NOT FOUND   NGS
 EP0117
 EP0117                          STATION DESCRIPTION
 EP0117
 EP0117'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 EP0117'15.0 MI W FROM YESO.
 EP0117'ABOUT 15.0 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 EP0117'FROM THE STATION AT YESO, ABOUT 0.2 MILE SOUTHEAST OF MILE POST 759, A
 EP0117'SQUARE HOLE 2 FEET NORTHEAST OF THE SOUTHWEST END OF THE SOUTHEAST
 EP0117'CONCRETE ABUTMENT OF THE BRIDGE, AND ABOUT 3 FEET BELOW THE LEVEL OF
 EP0117'THE TRACK.
 EP0117
 EP0117                          STATION RECOVERY (1983)
 EP0117
 EP0117'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 EP0117'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0013 ***********************************************************************
 DT0013  DESIGNATION -  K 40
 DT0013  PID         -  DT0013
 DT0013  STATE/COUNTY-  NM/CATRON
 DT0013  USGS QUAD   -  HORSE MOUNTAIN WEST (1981)
 DT0013
 DT0013                         *CURRENT SURVEY CONTROL
 DT0013  ___________________________________________________________________
 DT0013* NAD 83(1986)-  33 55 54.     (N)    108 07 58.     (W)     SCALED    
 DT0013* NAVD 88     -      2090.374  (meters)    6858.17   (feet)  POSTED    
 DT0013  ___________________________________________________________________
 DT0013  GEOID HEIGHT-         -21.85  (meters)                     GEOID03
 DT0013  DYNAMIC HT  -        2087.110 (meters)    6847.46  (feet)  COMP
 DT0013  MODELED GRAV-     979,000.2   (mgal)                       NAVD 88
 DT0013
 DT0013  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 DT0013
 DT0013.The horizontal coordinates were scaled from a topographic map and have
 DT0013.an estimated accuracy of +/- 6 seconds.
 DT0013
 DT0013.The orthometric height was determined by differential leveling
 DT0013.and adjusted by the National Geodetic Survey in 1992..
 DT0013.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 DT0013.rate of 1.1 thru 2.0 mm/km.
 DT0013
 DT0013.The geoid height was determined by GEOID03.
 DT0013
 DT0013.The dynamic height is computed by dividing the NAVD 88
 DT0013.geopotential number by the normal gravity value computed on the
 DT0013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0013.degrees latitude (g = 980.6199 gals.).
 DT0013
 DT0013.The modeled gravity was interpolated from observed gravity values.
 DT0013
 DT0013;                    North         East    Units  Estimated Accuracy
 DT0013;SPC NM W     -   325,120.      802,320.      MT  (+/- 180 meters Scaled)
 DT0013
 DT0013                          SUPERSEDED SURVEY CONTROL
 DT0013
 DT0013  NGVD 29 (??/??/92) 2089.480  (m)         6855.24   (f) ADJ UNCH    1 2
 DT0013
 DT0013.Superseded values are not recommended for survey control.
 DT0013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0013.See file dsdata.txt to determine how the superseded data were derived.
 DT0013
 DT0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYC650582(NAD 83)
 DT0013_MARKER: DB = BENCH MARK DISK
 DT0013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DT0013_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DT0013_STAMPING: K-40 1934
 DT0013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DT0013+STABILITY: SURFACE MOTION
 DT0013
 DT0013  HISTORY     - Date     Condition        Report By
 DT0013  HISTORY     - 1934     MONUMENTED       CGS
 DT0013  HISTORY     - 1975     MARK NOT FOUND   USGS
 DT0013  HISTORY     - 1980     MARK NOT FOUND   NGS
 DT0013
 DT0013                          STATION DESCRIPTION
 DT0013
 DT0013'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DT0013'3.2 MI E FROM HORSE SPRINGS.
 DT0013'3.2 MI EAST ALONG STATE HWY NO. 12 FROM P.O.  ON STATE HWY NO. 12,
 DT0013'ABOUT 75 FT WEST OF THE ROAD FORK SOUTH TO GUITERRAS RANCH, ABOUT 50
 DT0013'FT SOUTH OF THE CENTER LINE OF THE HWY.
 DT0013
 DT0013                          STATION RECOVERY (1975)
 DT0013
 DT0013'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 DT0013'MARK NOT FOUND.
 DT0013
 DT0013                          STATION RECOVERY (1980)
 DT0013
 DT0013'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DT0013'A THOROUGH SEARCH OF THE AREA REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0641 ***********************************************************************
 CY0641  DESIGNATION -  K 400
 CY0641  PID         -  CY0641
 CY0641  STATE/COUNTY-  NM/GRANT
 CY0641  USGS QUAD   -  SEPAR NE (1980)
 CY0641
 CY0641                         *CURRENT SURVEY CONTROL
 CY0641  ___________________________________________________________________
 CY0641* NAD 83(1986)-  32 11 33.     (N)    108 18 22.     (W)     SCALED    
 CY0641* NAVD 88     -      1392.166  (meters)    4567.46   (feet)  ADJUSTED  
 CY0641  ___________________________________________________________________
 CY0641  GEOID HEIGHT-         -24.90  (meters)                     GEOID03
 CY0641  DYNAMIC HT  -        1390.046 (meters)    4560.51  (feet)  COMP
 CY0641  MODELED GRAV-     979,067.7   (mgal)                       NAVD 88
 CY0641
 CY0641  VERT ORDER  -  FIRST     CLASS II
 CY0641
 CY0641.The horizontal coordinates were scaled from a topographic map and have
 CY0641.an estimated accuracy of +/- 6 seconds.
 CY0641
 CY0641.The orthometric height was determined by differential leveling
 CY0641.and adjusted by the National Geodetic Survey in June 1991..
 CY0641
 CY0641.The geoid height was determined by GEOID03.
 CY0641
 CY0641.The dynamic height is computed by dividing the NAVD 88
 CY0641.geopotential number by the normal gravity value computed on the
 CY0641.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0641.degrees latitude (g = 980.6199 gals.).
 CY0641
 CY0641.The modeled gravity was interpolated from observed gravity values.
 CY0641
 CY0641;                    North         East    Units  Estimated Accuracy
 CY0641;SPC NM W     -   132,310.      785,420.      MT  (+/- 180 meters Scaled)
 CY0641
 CY0641                          SUPERSEDED SURVEY CONTROL
 CY0641
 CY0641.No superseded survey control is available for this station.
 CY0641
 CY0641_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYA539649(NAD 83)
 CY0641_MARKER: DB = BENCH MARK DISK
 CY0641_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CY0641_SP_SET: PIER
 CY0641_STAMPING: K 400 1979
 CY0641_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CY0641
 CY0641  HISTORY     - Date     Condition        Report By
 CY0641  HISTORY     - 1979     MONUMENTED       NGS
 CY0641
 CY0641                          STATION DESCRIPTION
 CY0641
 CY0641'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CY0641'43.6 KM SE FROM LORDSBURG.
 CY0641'43.6 KILOMETERS (27.1 MILES) SOUTHEAST ALONG THE SOUTHERN PACIFIC
 CY0641'RAILROAD FROM ITS STATION IN LORDSBURG, SET VERTICALLY IN THE WEST
 CY0641'FACE OF THE WESTERNMOST PIER IN THE MEDIAN STRIP OF THE OVERPASS
 CY0641'BRIDGE FOR EXIT 49 (HIGHWAY 81 SOUTH EXIT), 0.2 KILOMETER (0.1 MILE)
 CY0641'WEST OF INTERSTATE 10 MILE POST 50, 13.3 METERS (44 FEET) NORTH OF
 CY0641'THE CENTERLINE OF THE EASTBOUND LANES, 12.2 METERS (40 FEET) SOUTH
 CY0641'OF THE CENTERLINE OF THE WESTBOUND LANES, 2.1 METERS (7 FEET) NORTH
 CY0641'OF A METAL GUARD RAIL AND 1.2 METERS (4 FEET) SOUTH OF A  METAL
 CY0641'GUARD RAIL.
 CY0641'THE MARK IS 1.2 M ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0602 ***********************************************************************
 EQ0602  DESIGNATION -  K 403
 EQ0602  PID         -  EQ0602
 EQ0602  STATE/COUNTY-  NM/SOCORRO
 EQ0602  USGS QUAD   -  BLACK BUTTE (1979)
 EQ0602
 EQ0602                         *CURRENT SURVEY CONTROL
 EQ0602  ___________________________________________________________________
 EQ0602* NAD 83(1986)-  34 25 35.     (N)    106 38 42.     (W)     SCALED    
 EQ0602* NAVD 88     -      1574.619  (meters)    5166.06   (feet)  ADJUSTED  
 EQ0602  ___________________________________________________________________
 EQ0602  GEOID HEIGHT-         -21.31  (meters)                     GEOID03
 EQ0602  DYNAMIC HT  -        1572.417 (meters)    5158.84  (feet)  COMP
 EQ0602  MODELED GRAV-     979,181.7   (mgal)                       NAVD 88
 EQ0602
 EQ0602  VERT ORDER  -  FIRST     CLASS II
 EQ0602
 EQ0602.The horizontal coordinates were scaled from a topographic map and have
 EQ0602.an estimated accuracy of +/- 6 seconds.
 EQ0602
 EQ0602.The orthometric height was determined by differential leveling
 EQ0602.and adjusted by the National Geodetic Survey in June 1991..
 EQ0602
 EQ0602.The geoid height was determined by GEOID03.
 EQ0602
 EQ0602.The dynamic height is computed by dividing the NAVD 88
 EQ0602.geopotential number by the normal gravity value computed on the
 EQ0602.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0602.degrees latitude (g = 980.6199 gals.).
 EQ0602
 EQ0602.The modeled gravity was interpolated from observed gravity values.
 EQ0602
 EQ0602;                    North         East    Units  Estimated Accuracy
 EQ0602;SPC NM C     -   380,020.      463,700.      MT  (+/- 180 meters Scaled)
 EQ0602
 EQ0602                          SUPERSEDED SURVEY CONTROL
 EQ0602
 EQ0602.No superseded survey control is available for this station.
 EQ0602
 EQ0602_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU488106(NAD 83)
 EQ0602_MARKER: I = METAL ROD
 EQ0602_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 EQ0602+WITH SETTING: INFORMATION.
 EQ0602_SP_SET: SHALLOW SET METAL ROD
 EQ0602_STAMPING: K 403 1980
 EQ0602_MARK LOGO: NGS   
 EQ0602_PROJECTION: FLUSH
 EQ0602_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EQ0602_ROD/PIPE-DEPTH: 3.7  meters
 EQ0602
 EQ0602  HISTORY     - Date     Condition        Report By
 EQ0602  HISTORY     - 1980     MONUMENTED       NGS
 EQ0602  HISTORY     - 20050318 GOOD             GEOCAC
 EQ0602
 EQ0602                          STATION DESCRIPTION
 EQ0602
 EQ0602'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 EQ0602'18.0 KM (11.2 MI) EAST FROM BERNARDO.
 EQ0602'18.0 KM (11.2 MI) EASTERLY ALONG U.S. HIGHWAY 60 FROM ITS JUNCTION
 EQ0602'WITH INTERSTATE HIGHWAY 25 IN BERNARDO, 0.5 KM (0.3 MI) EAST OF A
 EQ0602'DIRT CROSSROAD, 30.0 METERS (98.5 FT) SOUTH OF THE CENTERLINE OF
 EQ0602'THE HIGHWAY AND 2.0 METERS (6.6 FT) NORTH OF A UTILITY POLE.  NOTE=
 EQ0602'ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 EQ0602'THE MARK IS 0.4 METERS  W FROM A WITNESS POST.
 EQ0602'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 EQ0602
 EQ0602                          STATION RECOVERY (2005)
 EQ0602
 EQ0602'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 EQ0602'NEW COORDINATES ARE
 EQ0602'N34 25.571
 EQ0602'W106 38.746
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0736 ***********************************************************************
 DR0736  DESIGNATION -  K 404
 DR0736  PID         -  DR0736
 DR0736  STATE/COUNTY-  NM/LINCOLN
 DR0736  USGS QUAD   -  LONE MOUNTAIN (1982)
 DR0736
 DR0736                         *CURRENT SURVEY CONTROL
 DR0736  ___________________________________________________________________
 DR0736* NAD 83(1986)-  33 50 54.     (N)    105 49 57.     (W)     SCALED    
 DR0736* NAVD 88     -      1777.957  (meters)    5833.18   (feet)  ADJUSTED  
 DR0736  ___________________________________________________________________
 DR0736  GEOID HEIGHT-         -20.37  (meters)                     GEOID03
 DR0736  DYNAMIC HT  -        1775.351 (meters)    5824.63  (feet)  COMP
 DR0736  MODELED GRAV-     979,107.3   (mgal)                       NAVD 88
 DR0736
 DR0736  VERT ORDER  -  FIRST     CLASS II
 DR0736
 DR0736.The horizontal coordinates were scaled from a topographic map and have
 DR0736.an estimated accuracy of +/- 6 seconds.
 DR0736
 DR0736.The orthometric height was determined by differential leveling
 DR0736.and adjusted by the National Geodetic Survey in June 1991..
 DR0736
 DR0736.The geoid height was determined by GEOID03.
 DR0736
 DR0736.The dynamic height is computed by dividing the NAVD 88
 DR0736.geopotential number by the normal gravity value computed on the
 DR0736.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0736.degrees latitude (g = 980.6199 gals.).
 DR0736
 DR0736.The modeled gravity was interpolated from observed gravity values.
 DR0736
 DR0736;                    North         East    Units  Estimated Accuracy
 DR0736;SPC NM C     -   315,910.      538,640.      MT  (+/- 180 meters Scaled)
 DR0736
 DR0736                          SUPERSEDED SURVEY CONTROL
 DR0736
 DR0736.No superseded survey control is available for this station.
 DR0736
 DR0736_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDT229456(NAD 83)
 DR0736_MARKER: I = METAL ROD
 DR0736_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DR0736_SP_SET: STAINLESS STEEL ROD
 DR0736_STAMPING: K 404 1980
 DR0736_MARK LOGO: NGS   
 DR0736_PROJECTION: FLUSH
 DR0736_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR0736_ROD/PIPE-DEPTH: 8.5  meters
 DR0736
 DR0736  HISTORY     - Date     Condition        Report By
 DR0736  HISTORY     - 1980     MONUMENTED       NGS
 DR0736
 DR0736                          STATION DESCRIPTION
 DR0736
 DR0736'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 DR0736'23.7 KM (14.75) NORTH FROM CARRIZOZO.
 DR0736'23.7 KM (14.75 MI) NORTHERLY ALONG U.S. HIGHWAY 54 FROM THE JUNCTION
 DR0736'OF U.S. HIGHWAYS 54 AND 380 IN CARRIZOZO, 1.0 KM (0.6 MI) NORTH
 DR0736'OF MILEPOST 138, AT A SIDE ROAD LEADING WEST, 21.0 METERS 69.0 FT)
 DR0736'WEST OF THE CENTERLINE OF THE HIGHWAY AND 10.2 METERS (33.4 FT)
 DR0736'NORTH OF THE CENTER OF THE SIDE ROAD.  NOTE=ACCESS TO THE DATUM
 DR0736'POINT IS THROUGH A 5-INCH LOGO CAP.
 DR0736'THE MARK IS 0.4 METERS  E FROM  A WITNESS POST AND FENCE
 DR0736'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0410 ***********************************************************************
 EP0410  DESIGNATION -  K 405
 EP0410  PID         -  EP0410
 EP0410  STATE/COUNTY-  NM/TORRANCE
 EP0410  USGS QUAD   -  ENCINO (1978)
 EP0410
 EP0410                         *CURRENT SURVEY CONTROL
 EP0410  ___________________________________________________________________
 EP0410* NAD 83(1986)-  34 39 43.     (N)    105 29 49.     (W)     SCALED    
 EP0410* NAVD 88     -      1889.205  (meters)    6198.17   (feet)  ADJUSTED  
 EP0410  ___________________________________________________________________
 EP0410  GEOID HEIGHT-         -19.87  (meters)                     GEOID03
 EP0410  DYNAMIC HT  -        1886.558 (meters)    6189.48  (feet)  COMP
 EP0410  MODELED GRAV-     979,165.6   (mgal)                       NAVD 88
 EP0410
 EP0410  VERT ORDER  -  FIRST     CLASS II
 EP0410
 EP0410.The horizontal coordinates were scaled from a topographic map and have
 EP0410.an estimated accuracy of +/- 6 seconds.
 EP0410
 EP0410.The orthometric height was determined by differential leveling
 EP0410.and adjusted by the National Geodetic Survey in June 1991..
 EP0410
 EP0410.The geoid height was determined by GEOID03.
 EP0410
 EP0410.The dynamic height is computed by dividing the NAVD 88
 EP0410.geopotential number by the normal gravity value computed on the
 EP0410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EP0410.degrees latitude (g = 980.6199 gals.).
 EP0410
 EP0410.The modeled gravity was interpolated from observed gravity values.
 EP0410
 EP0410;                    North         East    Units  Estimated Accuracy
 EP0410;SPC NM C     -   406,330.      569,020.      MT  (+/- 180 meters Scaled)
 EP0410
 EP0410                          SUPERSEDED SURVEY CONTROL
 EP0410
 EP0410.No superseded survey control is available for this station.
 EP0410
 EP0410_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDU544356(NAD 83)
 EP0410_MARKER: I = METAL ROD
 EP0410_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 EP0410+WITH SETTING: INFORMATION.
 EP0410_SP_SET: SHALLOW SET METAL ROD
 EP0410_STAMPING: K 405 1980
 EP0410_MARK LOGO: NGS   
 EP0410_PROJECTION: FLUSH
 EP0410_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EP0410_ROD/PIPE-DEPTH: 2.1  meters
 EP0410
 EP0410  HISTORY     - Date     Condition        Report By
 EP0410  HISTORY     - 1980     MONUMENTED       NGS
 EP0410
 EP0410                          STATION DESCRIPTION
 EP0410
 EP0410'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 EP0410'3.4 KM (2.1 MI) WEST FROM ENCINO.
 EP0410'3.4 KM (2.1 MI) WESTERLY ALONG U.S. HIGHWAY 60 FROM THE POST OFFICE
 EP0410'IN ENCINO, 39.9 METERS (131.0 FT) SOUTH-SOUTHEAST OF A CONCRETE
 EP0410'BOX CULVERT, 30.3 METERS (99.5 FT) SOUTHWEST OF THE CENTERLINE OF
 EP0410'THE HIGHWAY AND 27.8 METERS (91.2 FT) NORTHWEST OF A UTILITY POLE.
 EP0410'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 EP0410'THE MARK IS 0.4 METERS  NE FROM  A WITNESS POST AND FENCE
 EP0410'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS1089 ***********************************************************************
 DS1089  DESIGNATION -  K 406
 DS1089  PID         -  DS1089
 DS1089  STATE/COUNTY-  NM/OTERO
 DS1089  USGS QUAD   -  THREE RIVERS (1981)
 DS1089
 DS1089                         *CURRENT SURVEY CONTROL
 DS1089  ___________________________________________________________________
 DS1089* NAD 83(1986)-  33 20 18.     (N)    106 04 57.     (W)     SCALED    
 DS1089* NAVD 88     -      1389.434  (meters)    4558.50   (feet)  ADJUSTED  
 DS1089  ___________________________________________________________________
 DS1089  GEOID HEIGHT-         -21.77  (meters)                     GEOID03
 DS1089  DYNAMIC HT  -        1387.433 (meters)    4551.94  (feet)  COMP
 DS1089  MODELED GRAV-     979,148.8   (mgal)                       NAVD 88
 DS1089  OBS GRAVITY -     979,149.7   (mgal)                       GRAV_OBS
 DS1089
 DS1089  VERT ORDER  -  FIRST     CLASS II
 DS1089
 DS1089.The horizontal coordinates were scaled from a topographic map and have
 DS1089.an estimated accuracy of +/- 6 seconds.
 DS1089
 DS1089.The orthometric height was determined by differential leveling
 DS1089.and adjusted by the National Geodetic Survey in June 1991..
 DS1089
 DS1089.The geoid height was determined by GEOID03.
 DS1089
 DS1089.The dynamic height is computed by dividing the NAVD 88
 DS1089.geopotential number by the normal gravity value computed on the
 DS1089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS1089.degrees latitude (g = 980.6199 gals.).
 DS1089
 DS1089.The modeled gravity was interpolated from observed gravity values.
 DS1089.The observed gravity was obtained from relative gravimeter ties
 DS1089.to the IGSN71 gravity network.
 DS1089
 DS1089;                    North         East    Units  Estimated Accuracy
 DS1089;SPC NM C     -   259,280.      515,590.      MT  (+/- 180 meters Scaled)
 DS1089
 DS1089                          SUPERSEDED SURVEY CONTROL
 DS1089
 DS1089.No superseded survey control is available for this station.
 DS1089
 DS1089_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS992893(NAD 83)
 DS1089_MARKER: DB = BENCH MARK DISK
 DS1089_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DS1089_SP_SET: HEADWALL
 DS1089_STAMPING: K 406 1980
 DS1089_MARK LOGO: NGS   
 DS1089_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DS1089
 DS1089  HISTORY     - Date     Condition        Report By
 DS1089  HISTORY     - 1980     MONUMENTED       NGS
 DS1089
 DS1089                          STATION DESCRIPTION
 DS1089
 DS1089'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 DS1089'30.7 KM (19.05 MI) NORT FROM TULAROSA.
 DS1089'0.1 KM (0.05 MI) EAST ALONG HIGUERA AVENUE FROM THE POST OFFICE IN
 DS1089'TULAROSA, THENCE 30.6 KM (19.0 MI) NORTHERLY ALONG U.S. HIGHWAY 54,
 DS1089'IN THE TOP OF THE SOUTH END OF THE EAST CONCRETE HEADWALL OF A
 DS1089'MULTI-BOX CULVERT, 0.6 KM (0.35 MI) NORTH OF MILEPOST 98, 5.6 METERS
 DS1089'(18.3 FT) EAST-NORTHEAST OF THE CENTERLINE OF THE HIGHWAY AND 3.3
 DS1089'METERS (10.8 FT) NORTH-NORTHWEST OF THE SOUTH-SOUTHEAST END OF THE
 DS1089'HEADWALL.
 DS1089'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0459 ***********************************************************************
 EP0459  DESIGNATION -  K 407
 EP0459  PID         -  EP0459
 EP0459  STATE/COUNTY-  NM/LINCOLN
 EP0459  USGS QUAD   -  ROUGH MOUNTAIN (1995)
 EP0459
 EP0459                         *CURRENT SURVEY CONTROL
 EP0459  ___________________________________________________________________
 EP0459* NAD 83(1986)-  34 09 48.     (N)    105 39 42.     (W)     SCALED    
 EP0459* NAVD 88     -      2055.840  (meters)    6744.87   (feet)  ADJUSTED  
 EP0459  ___________________________________________________________________
 EP0459  GEOID HEIGHT-         -19.99  (meters)                     GEOID03
 EP0459  DYNAMIC HT  -        2052.796 (meters)    6734.88  (feet)  COMP
 EP0459  MODELED GRAV-     979,081.2   (mgal)                       NAVD 88
 EP0459
 EP0459  VERT ORDER  -  FIRST     CLASS II
 EP0459
 EP0459.The horizontal coordinates were scaled from a topographic map and have
 EP0459.an estimated accuracy of +/- 6 seconds.
 EP0459
 EP0459.The orthometric height was determined by differential leveling
 EP0459.and adjusted by the National Geodetic Survey in June 1991..
 EP0459
 EP0459.The geoid height was determined by GEOID03.
 EP0459
 EP0459.The dynamic height is computed by dividing the NAVD 88
 EP0459.geopotential number by the normal gravity value computed on the
 EP0459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EP0459.degrees latitude (g = 980.6199 gals.).
 EP0459
 EP0459.The modeled gravity was interpolated from observed gravity values.
 EP0459
 EP0459;                    North         East    Units  Estimated Accuracy
 EP0459;SPC NM C     -   350,930.      554,240.      MT  (+/- 180 meters Scaled)
 EP0459
 EP0459                          SUPERSEDED SURVEY CONTROL
 EP0459
 EP0459.No superseded survey control is available for this station.
 EP0459
 EP0459_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDT390804(NAD 83)
 EP0459_MARKER: I = METAL ROD
 EP0459_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 EP0459+WITH SETTING: INFORMATION.
 EP0459_SP_SET: SHALLOW SET METAL ROD
 EP0459_STAMPING: K 407 1980
 EP0459_MARK LOGO: NGS   
 EP0459_PROJECTION: FLUSH
 EP0459_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EP0459_ROD/PIPE-DEPTH: 1.5  meters
 EP0459
 EP0459  HISTORY     - Date     Condition        Report By
 EP0459  HISTORY     - 1980     MONUMENTED       NGS
 EP0459
 EP0459                          STATION DESCRIPTION
 EP0459
 EP0459'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 EP0459'13.2 KM (8.2 MI) SOUTH FROM CORONA.
 EP0459'13.2 KM (8.2 MI) SOUTHERLY ALONG U.S. HIGHWAY 54 FROM THE POST
 EP0459'OFFICE IN CORONA, 60.1 METERS (197.2 FT)
 EP0459'EAST-NORTHEAST OF MILEPOST 163 AND 38.8 METERS (127.5 FT)
 EP0459'EAST-SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY.  NOTE=ACCESS TO THE
 EP0459'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 EP0459'THE MARK IS 0.3 METERS  WNW FROM  A WITNESS POST AND FENCE
 EP0459'THE MARK IS 0.2 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0437 ***********************************************************************
 EP0437  DESIGNATION -  K 408
 EP0437  PID         -  EP0437
 EP0437  STATE/COUNTY-  NM/TORRANCE
 EP0437  USGS QUAD   -  DURAN (1981)
 EP0437
 EP0437                         *CURRENT SURVEY CONTROL
 EP0437  ___________________________________________________________________
 EP0437* NAD 83(1986)-  34 23 35.     (N)    105 28 33.     (W)     SCALED    
 EP0437* NAVD 88     -      1953.378  (meters)    6408.71   (feet)  ADJUSTED  
 EP0437  ___________________________________________________________________
 EP0437  GEOID HEIGHT-         -20.27  (meters)                     GEOID03
 EP0437  DYNAMIC HT  -        1950.544 (meters)    6399.41  (feet)  COMP
 EP0437  MODELED GRAV-     979,114.0   (mgal)                       NAVD 88
 EP0437
 EP0437  VERT ORDER  -  FIRST     CLASS II
 EP0437
 EP0437.The horizontal coordinates were scaled from a topographic map and have
 EP0437.an estimated accuracy of +/- 6 seconds.
 EP0437
 EP0437.The orthometric height was determined by differential leveling
 EP0437.and adjusted by the National Geodetic Survey in June 1991..
 EP0437
 EP0437.The geoid height was determined by GEOID03.
 EP0437
 EP0437.The dynamic height is computed by dividing the NAVD 88
 EP0437.geopotential number by the normal gravity value computed on the
 EP0437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EP0437.degrees latitude (g = 980.6199 gals.).
 EP0437
 EP0437.The modeled gravity was interpolated from observed gravity values.
 EP0437
 EP0437;                    North         East    Units  Estimated Accuracy
 EP0437;SPC NM C     -   376,520.      571,180.      MT  (+/- 180 meters Scaled)
 EP0437
 EP0437                          SUPERSEDED SURVEY CONTROL
 EP0437
 EP0437.No superseded survey control is available for this station.
 EP0437
 EP0437_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDU562058(NAD 83)
 EP0437_MARKER: I = METAL ROD
 EP0437_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 EP0437+WITH SETTING: INFORMATION.
 EP0437_SP_SET: SHALLOW SET METAL ROD
 EP0437_STAMPING: K 408 1980
 EP0437_MARK LOGO: NGS   
 EP0437_PROJECTION: FLUSH
 EP0437_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EP0437_ROD/PIPE-DEPTH: 2.1  meters
 EP0437
 EP0437  HISTORY     - Date     Condition        Report By
 EP0437  HISTORY     - 1980     MONUMENTED       NGS
 EP0437
 EP0437                          STATION DESCRIPTION
 EP0437
 EP0437'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 EP0437'11.5 KM (7.15 MI ) SW FROM DURAN.
 EP0437'11.5 KM (7.15 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 54 FROM THE POST
 EP0437'OFFICE IN DURAN, 0.7 KM (0.45 MI) NORTHEAST OF MILEPOST 183, AT THE
 EP0437'FIRST UTILITY POLE SOUTHWEST OF A POWER LINE CROSSING THE HIGHWAY,
 EP0437'38.0 METERS (124.6 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY
 EP0437'AND 6.8 METERS (22.4 FT) NORTHWEST OF A UTILITY POLE.  NOTE=ACCESS
 EP0437'TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 EP0437'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST AND FENCE
 EP0437'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0631 ***********************************************************************
 EQ0631  DESIGNATION -  K 409
 EQ0631  PID         -  EQ0631
 EQ0631  STATE/COUNTY-  NM/TORRANCE
 EQ0631  USGS QUAD   -  MOUNTAINAIR (1986)
 EQ0631
 EQ0631                         *CURRENT SURVEY CONTROL
 EQ0631  ___________________________________________________________________
 EQ0631* NAD 83(1986)-  34 33 24.     (N)    106 08 52.     (W)     SCALED    
 EQ0631* NAVD 88     -      1927.180  (meters)    6322.76   (feet)  ADJUSTED  
 EQ0631  ___________________________________________________________________
 EQ0631  GEOID HEIGHT-         -19.79  (meters)                     GEOID03
 EQ0631  DYNAMIC HT  -        1924.423 (meters)    6313.71  (feet)  COMP
 EQ0631  MODELED GRAV-     979,135.0   (mgal)                       NAVD 88
 EQ0631
 EQ0631  VERT ORDER  -  FIRST     CLASS II
 EQ0631
 EQ0631.The horizontal coordinates were scaled from a topographic map and have
 EQ0631.an estimated accuracy of +/- 6 seconds.
 EQ0631
 EQ0631.The orthometric height was determined by differential leveling
 EQ0631.and adjusted by the National Geodetic Survey in June 1991..
 EQ0631
 EQ0631.The geoid height was determined by GEOID03.
 EQ0631
 EQ0631.The dynamic height is computed by dividing the NAVD 88
 EQ0631.geopotential number by the normal gravity value computed on the
 EQ0631.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0631.degrees latitude (g = 980.6199 gals.).
 EQ0631
 EQ0631.The modeled gravity was interpolated from observed gravity values.
 EQ0631
 EQ0631;                    North         East    Units  Estimated Accuracy
 EQ0631;SPC NM C     -   394,400.      509,380.      MT  (+/- 180 meters Scaled)
 EQ0631
 EQ0631                          SUPERSEDED SURVEY CONTROL
 EQ0631
 EQ0631.No superseded survey control is available for this station.
 EQ0631
 EQ0631_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU946244(NAD 83)
 EQ0631_MARKER: DB = BENCH MARK DISK
 EQ0631_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 EQ0631_SP_SET: ABUTMENT
 EQ0631_STAMPING: K 409 1981
 EQ0631_MARK LOGO: NGS   
 EQ0631_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EQ0631+STABILITY: POSITION/ELEVATION WELL
 EQ0631
 EQ0631  HISTORY     - Date     Condition        Report By
 EQ0631  HISTORY     - 1981     MONUMENTED       NGS
 EQ0631
 EQ0631                          STATION DESCRIPTION
 EQ0631
 EQ0631'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 EQ0631'9.7 KM (6.05 MI) EAST FROM MOUNTAINAIR.
 EQ0631'9.7 KM (6.05 MI) EASTERLY ALONG U.S. HIGHWAY 60 FROM THE POST OFFICE
 EQ0631'IN MOUNTAINAIR, IN THE TOP OF THE NORTHWEST CORNER OF THE WEST END OF
 EQ0631'A LARGE RAILROAD BRIDGE.
 EQ0631'THE MARK IS 1.0 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0431 ***********************************************************************
 EQ0431  DESIGNATION -  K 41
 EQ0431  PID         -  EQ0431
 EQ0431  STATE/COUNTY-  NM/SOCORRO
 EQ0431  USGS QUAD   -  ARROWHEAD WELL (1995)
 EQ0431
 EQ0431                         *CURRENT SURVEY CONTROL
 EQ0431  ___________________________________________________________________
 EQ0431* NAD 83(1986)-  34 03 49.     (N)    107 31 22.     (W)     SCALED    
 EQ0431* NAVD 88     -      2134.261  (meters)    7002.15   (feet)  ADJUSTED  
 EQ0431  ___________________________________________________________________
 EQ0431  GEOID HEIGHT-         -21.60  (meters)                     GEOID03
 EQ0431  DYNAMIC HT  -        2130.933 (meters)    6991.24  (feet)  COMP
 EQ0431  MODELED GRAV-     979,000.3   (mgal)                       NAVD 88
 EQ0431
 EQ0431  VERT ORDER  -  FIRST     CLASS I
 EQ0431
 EQ0431.The horizontal coordinates were scaled from a topographic map and have
 EQ0431.an estimated accuracy of +/- 6 seconds.
 EQ0431
 EQ0431.The orthometric height was determined by differential leveling
 EQ0431.and adjusted by the National Geodetic Survey in June 1991..
 EQ0431
 EQ0431.The geoid height was determined by GEOID03.
 EQ0431
 EQ0431.The dynamic height is computed by dividing the NAVD 88
 EQ0431.geopotential number by the normal gravity value computed on the
 EQ0431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0431.degrees latitude (g = 980.6199 gals.).
 EQ0431
 EQ0431.The modeled gravity was interpolated from observed gravity values.
 EQ0431
 EQ0431;                    North         East    Units  Estimated Accuracy
 EQ0431;SPC NM C     -   340,440.      382,510.      MT  (+/- 180 meters Scaled)
 EQ0431
 EQ0431                          SUPERSEDED SURVEY CONTROL
 EQ0431
 EQ0431  NGVD 29 (??/??/92) 2133.311  (m)         6999.04   (f) ADJ UNCH    1 1
 EQ0431
 EQ0431.Superseded values are not recommended for survey control.
 EQ0431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0431.See file dsdata.txt to determine how the superseded data were derived.
 EQ0431
 EQ0431_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBT671720(NAD 83)
 EQ0431_MARKER: DB = BENCH MARK DISK
 EQ0431_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EQ0431_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EQ0431_STAMPING: K-41 1934
 EQ0431_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EQ0431+STABILITY: SURFACE MOTION
 EQ0431
 EQ0431  HISTORY     - Date     Condition        Report By
 EQ0431  HISTORY     - 1934     MONUMENTED       CGS
 EQ0431  HISTORY     - 1978     GOOD             NGS
 EQ0431
 EQ0431                          STATION DESCRIPTION
 EQ0431
 EQ0431'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EQ0431'17.4 MI W FROM MAGDALENA.
 EQ0431'FROM POST OFFICE ON US HWY NO. 60, ABOUT 0.9 MI WEST OF A ROAD SOUTH
 EQ0431'TO A LARGE RANCH (THE MONTOSA SHEEP CO RANCH).  ABOUT 93 FEET SOUTH OF
 EQ0431'THE CENTERLINE OF THE HWY IN THE LINE OF TELEPHONE POLES.
 EQ0431
 EQ0431                          STATION RECOVERY (1978)
 EQ0431
 EQ0431'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EQ0431'ABOUT 11.6 MILES WEST ALONG U.S HIGHWAY 60 FROM THE POST OFFICE
 EQ0431'IN MAGDALENA, THENCE 0.75 MILE SOUTHWEST ALONG STATE HIGHWAY 52, AND
 EQ0431'THENCE 3.75 MILES WEST ALONG A GRAVEL ROAD.  SET IN LINE WITH THE
 EQ0431'NORTHERLY SET OF POLES, 93 FEET SOUTH OF THE CENTER OF THE ROAD.
 EQ0431'POST WAS PAINTED WHITE FOR BETTER SIGHTING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0652 ***********************************************************************
 CW0652  DESIGNATION -  K 410
 CW0652  PID         -  CW0652
 CW0652  STATE/COUNTY-  NM/OTERO
 CW0652  USGS QUAD   -  ALAMOGORDO SOUTH (1981)
 CW0652
 CW0652                         *CURRENT SURVEY CONTROL
 CW0652  ___________________________________________________________________
 CW0652* NAD 83(1986)-  32 47 34.     (N)    105 58 44.     (W)     SCALED    
 CW0652* NAVD 88     -      1244.653  (meters)    4083.50   (feet)  ADJUSTED  
 CW0652  ___________________________________________________________________
 CW0652  GEOID HEIGHT-         -22.36  (meters)                     GEOID03
 CW0652  DYNAMIC HT  -        1242.811 (meters)    4077.46  (feet)  COMP
 CW0652  MODELED GRAV-     979,115.6   (mgal)                       NAVD 88
 CW0652
 CW0652  VERT ORDER  -  FIRST     CLASS II
 CW0652
 CW0652.The horizontal coordinates were scaled from a topographic map and have
 CW0652.an estimated accuracy of +/- 6 seconds.
 CW0652
 CW0652.The orthometric height was determined by differential leveling
 CW0652.and adjusted by the National Geodetic Survey in June 1991..
 CW0652
 CW0652.The geoid height was determined by GEOID03.
 CW0652
 CW0652.The dynamic height is computed by dividing the NAVD 88
 CW0652.geopotential number by the normal gravity value computed on the
 CW0652.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0652.degrees latitude (g = 980.6199 gals.).
 CW0652
 CW0652.The modeled gravity was interpolated from observed gravity values.
 CW0652
 CW0652;                    North         East    Units  Estimated Accuracy
 CW0652;SPC NM C     -   198,810.      525,390.      MT  (+/- 180 meters Scaled)
 CW0652
 CW0652                          SUPERSEDED SURVEY CONTROL
 CW0652
 CW0652.No superseded survey control is available for this station.
 CW0652
 CW0652_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDS083287(NAD 83)
 CW0652_MARKER: I = METAL ROD
 CW0652_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CW0652_SP_SET: STAINLESS STEEL ROD
 CW0652_STAMPING: K 410 1980
 CW0652_MARK LOGO: NGS   
 CW0652_PROJECTION: FLUSH
 CW0652_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CW0652_ROD/PIPE-DEPTH: 7.3  meters
 CW0652
 CW0652  HISTORY     - Date     Condition        Report By
 CW0652  HISTORY     - 1980     MONUMENTED       NGS
 CW0652
 CW0652                          STATION DESCRIPTION
 CW0652
 CW0652'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CW0652'11.9 KM (7.4 MI) SOUTH FROM ALAMOGORDO.
 CW0652'11.9 KM (7.4 MI) SOUTHERLY ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 CW0652'THE STATION IN ALAMOGORDO, 21 POLES SOUTH OF MILE POST
 CW0652'1376, 60.4 METERS (198.0 FT)
 CW0652'EAST-SOUTHEAST OF THE CENTERLINE OF U.S. HIGHWAY 54, 16.9 METERS
 CW0652'(55.6 FT) WEST-SOUTHWEST OF THE NEAR RAIL,
 CW0652'AND 0.9 METERS (3.0 FT) SOUTH-SOUTHWEST OF UTILITY POLE NUMBER 31F.
 CW0652'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CW0652'THE MARK IS 0.4 METERS  SSW FROM A WITNESS POST.
 CW0652'THE MARK IS 0.6 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1323 ***********************************************************************
 CX1323  DESIGNATION -  K 411
 CX1323  PID         -  CX1323
 CX1323  STATE/COUNTY-  NM/OTERO
 CX1323  USGS QUAD   -  NEWMAN (1955)
 CX1323
 CX1323                         *CURRENT SURVEY CONTROL
 CX1323  ___________________________________________________________________
 CX1323* NAD 83(1986)-  32 00 23.     (N)    106 19 14.     (W)     SCALED    
 CX1323* NAVD 88     -      1218.536  (meters)    3997.81   (feet)  ADJUSTED  
 CX1323  ___________________________________________________________________
 CX1323  GEOID HEIGHT-         -23.90  (meters)                     GEOID03
 CX1323  DYNAMIC HT  -        1216.684 (meters)    3991.74  (feet)  COMP
 CX1323  MODELED GRAV-     979,077.6   (mgal)                       NAVD 88
 CX1323
 CX1323  VERT ORDER  -  FIRST     CLASS II
 CX1323
 CX1323.The horizontal coordinates were scaled from a topographic map and have
 CX1323.an estimated accuracy of +/- 6 seconds.
 CX1323
 CX1323.The orthometric height was determined by differential leveling
 CX1323.and adjusted by the National Geodetic Survey in June 1991..
 CX1323
 CX1323.The geoid height was determined by GEOID03.
 CX1323
 CX1323.The dynamic height is computed by dividing the NAVD 88
 CX1323.geopotential number by the normal gravity value computed on the
 CX1323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX1323.degrees latitude (g = 980.6199 gals.).
 CX1323
 CX1323.The modeled gravity was interpolated from observed gravity values.
 CX1323
 CX1323;                    North         East    Units  Estimated Accuracy
 CX1323;SPC NM C     -   111,580.      493,330.      MT  (+/- 180 meters Scaled)
 CX1323
 CX1323                          SUPERSEDED SURVEY CONTROL
 CX1323
 CX1323.No superseded survey control is available for this station.
 CX1323
 CX1323_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR752419(NAD 83)
 CX1323_MARKER: I = METAL ROD
 CX1323_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 CX1323_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 CX1323_STAMPING: K 411 1981
 CX1323_MARK LOGO: NGS   
 CX1323_PROJECTION: FLUSH
 CX1323_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CX1323+STABILITY: POSITION/ELEVATION WELL
 CX1323_ROD/PIPE-DEPTH: 12.2 meters
 CX1323_SLEEVE-DEPTH  : 8.5 meters
 CX1323
 CX1323  HISTORY     - Date     Condition        Report By
 CX1323  HISTORY     - 1981     MONUMENTED       NGS
 CX1323
 CX1323                          STATION DESCRIPTION
 CX1323
 CX1323'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CX1323'0.6 KM (0.4 MI) NE FROM NEWMAN.
 CX1323'0.6 KM (0.4 MI) NORTHEAST ALONG U.S. HIGHWAY 54 FROM THE NEW
 CX1323'MEXICO-TEXAS STATE LINE IN NEWMAN, 0.6 KM (0.4 MI) NORTHEAST OF
 CX1323'MILE POST 0, 40.2 METERS (132.0 FT) SOUTHEAST OF THE CENTERLINE OF THE
 CX1323'HIGHWAY, 11.6 METERS (38.0 FT) NORTHWEST OF THE NEAR RAIL OF THE
 CX1323'RAILROAD, AND 2.6 METERS (8.5 FT) NORTHEAST OF A UTILITY POLE.  NOTE=
 CX1323'ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CX1323'THE MARK IS 0.5 METERS  W FROM A WITNESS POST.
 CX1323'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1347 ***********************************************************************
 CX1347  DESIGNATION -  K 412
 CX1347  PID         -  CX1347
 CX1347  STATE/COUNTY-  NM/DONA ANA
 CX1347  USGS QUAD   -  LAS CRUCES (1978)
 CX1347
 CX1347                         *CURRENT SURVEY CONTROL
 CX1347  ___________________________________________________________________
 CX1347* NAD 83(1986)-  32 19 13.     (N)    106 47 07.     (W)     SCALED    
 CX1347* NAVD 88     -      1187.465  (meters)    3895.87   (feet)  ADJUSTED  
 CX1347  ___________________________________________________________________
 CX1347  GEOID HEIGHT-         -23.93  (meters)                     GEOID03
 CX1347  DYNAMIC HT  -        1185.707 (meters)    3890.11  (feet)  COMP
 CX1347  MODELED GRAV-     979,117.6   (mgal)                       NAVD 88
 CX1347
 CX1347  VERT ORDER  -  FIRST     CLASS II
 CX1347
 CX1347.The horizontal coordinates were scaled from a topographic map and have
 CX1347.an estimated accuracy of +/- 6 seconds.
 CX1347
 CX1347.The orthometric height was determined by differential leveling
 CX1347.and adjusted by the National Geodetic Survey in June 1991..
 CX1347
 CX1347.The geoid height was determined by GEOID03.
 CX1347
 CX1347.The dynamic height is computed by dividing the NAVD 88
 CX1347.geopotential number by the normal gravity value computed on the
 CX1347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX1347.degrees latitude (g = 980.6199 gals.).
 CX1347
 CX1347.The modeled gravity was interpolated from observed gravity values.
 CX1347
 CX1347;                    North         East    Units  Estimated Accuracy
 CX1347;SPC NM C     -   146,510.      449,600.      MT  (+/- 180 meters Scaled)
 CX1347
 CX1347                          SUPERSEDED SURVEY CONTROL
 CX1347
 CX1347.No superseded survey control is available for this station.
 CX1347
 CX1347_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR319773(NAD 83)
 CX1347_MARKER: I = METAL ROD
 CX1347_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CX1347_SP_SET: STAINLESS STEEL ROD
 CX1347_STAMPING: K 412 1981
 CX1347_MARK LOGO: NGS   
 CX1347_PROJECTION: FLUSH
 CX1347_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CX1347_ROD/PIPE-DEPTH: 18.3 meters
 CX1347
 CX1347  HISTORY     - Date     Condition        Report By
 CX1347  HISTORY     - 1981     MONUMENTED       NGS
 CX1347  HISTORY     - 19961223 MARK NOT FOUND   USPSQD
 CX1347
 CX1347                          STATION DESCRIPTION
 CX1347
 CX1347'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CX1347'IN LAS CRUCES.
 CX1347'IN LAS CRUCES, AT THE INTERSECTION OF ALAMEDA STREET AND CHESTNUT
 CX1347'AVENUE, AT THE SOUTHEAST CORNER OF THE ALAMEDA ELEMENTARY SCHOOL,
 CX1347'8.2 METERS (27.0 FT) SOUTHWEST OF THE CENTER OF THE STREET, 5.8 METERS
 CX1347'(19.0 FT) NORTHWEST OF THE CENTER OF THE AVENUE, 0.7 METER (2.3 FT)
 CX1347'NORTHEAST OF A UTILITY POLE AND 0.5 METER (1.5 FT) SOUTHWEST OF THE
 CX1347'SOUTHEAST CORNER OF A CHAIN LINK FENCE.  NOTE=ACCESS TO THE DATUM
 CX1347'POINT IS THROUGH A 5-INCH LOGO CAP.
 CX1347'THE MARK IS 0.5 METERS  NE FROM A WITNESS POST.
 CX1347'THE MARK IS ABOVE LEVEL WITH THE STREET.
 CX1347
 CX1347                          STATION RECOVERY (1996)
 CX1347
 CX1347'RECOVERY NOTE BY US POWER SQUADRON 1996
 CX1347'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1363 ***********************************************************************
 CX1363  DESIGNATION -  K 413
 CX1363  PID         -  CX1363
 CX1363  STATE/COUNTY-  NM/DONA ANA
 CX1363  USGS QUAD   -  SELDEN CANYON (1982)
 CX1363
 CX1363                         *CURRENT SURVEY CONTROL
 CX1363  ___________________________________________________________________
 CX1363* NAD 83(1986)-  32 30 56.     (N)    106 58 14.     (W)     SCALED    
 CX1363* NAVD 88     -      1216.307  (meters)    3990.50   (feet)  ADJUSTED  
 CX1363  ___________________________________________________________________
 CX1363  GEOID HEIGHT-         -23.79  (meters)                     GEOID03
 CX1363  DYNAMIC HT  -        1214.525 (meters)    3984.65  (feet)  COMP
 CX1363  MODELED GRAV-     979,131.3   (mgal)                       NAVD 88
 CX1363
 CX1363  VERT ORDER  -  FIRST     CLASS II
 CX1363
 CX1363.The horizontal coordinates were scaled from a topographic map and have
 CX1363.an estimated accuracy of +/- 6 seconds.
 CX1363
 CX1363.The orthometric height was determined by differential leveling
 CX1363.and adjusted by the National Geodetic Survey in June 1991..
 CX1363
 CX1363.The geoid height was determined by GEOID03.
 CX1363
 CX1363.The dynamic height is computed by dividing the NAVD 88
 CX1363.geopotential number by the normal gravity value computed on the
 CX1363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX1363.degrees latitude (g = 980.6199 gals.).
 CX1363
 CX1363.The modeled gravity was interpolated from observed gravity values.
 CX1363
 CX1363;                    North         East    Units  Estimated Accuracy
 CX1363;SPC NM C     -   168,260.      432,300.      MT  (+/- 180 meters Scaled)
 CX1363
 CX1363                          SUPERSEDED SURVEY CONTROL
 CX1363
 CX1363.No superseded survey control is available for this station.
 CX1363
 CX1363_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR149992(NAD 83)
 CX1363_MARKER: DB = BENCH MARK DISK
 CX1363_SETTING: 66 = SET IN ROCK OUTCROP
 CX1363_SP_SET: ROCK OUTCROP
 CX1363_STAMPING: K 413 1981
 CX1363_MARK LOGO: NGS   
 CX1363_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CX1363+STABILITY: POSITION/ELEVATION WELL
 CX1363
 CX1363  HISTORY     - Date     Condition        Report By
 CX1363  HISTORY     - 1981     MONUMENTED       NGS
 CX1363
 CX1363                          STATION DESCRIPTION
 CX1363
 CX1363'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CX1363'23.7 KM (14.75) NW FROM DONA ANA.
 CX1363'1.2 KM (0.75 MI) SOUTHWEST ALONG COUNTY ROAD 320 FROM THE POST
 CX1363'OFFICE IN DONA ANA, THENCE 15.4 KM (9.6 MI) NORTHWEST ALONG COUNTY
 CX1363'ROAD 28, THENCE 7.1 KM (4.4 MI) NORTHWEST ALONG U. S. HIGHWAY 85,
 CX1363'AT THE WEST END OF A LARGE HIGHWAY CUT, IN TOP OF THE WEST END OF
 CX1363'A LARGE EXPOSED AREA OF BEDROCK, 28.0 METERS (92.0 FT) SOUTH OF THE
 CX1363'CENTERLINE OF THE HIGHWAY AND 22.7 METERS (74.5 FT) SOUTHWEST OF
 CX1363'A UTILITY POLE.
 CX1363'THE MARK IS 0.9 METERS  SW FROM A WITNESS POST.
 CX1363'THE MARK IS 0.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0672 ***********************************************************************
 CW0672  DESIGNATION -  K 414
 CW0672  PID         -  CW0672
 CW0672  STATE/COUNTY-  NM/EDDY
 CW0672  USGS QUAD   -  RED BLUFF (1985)
 CW0672
 CW0672                         *CURRENT SURVEY CONTROL
 CW0672  ___________________________________________________________________
 CW0672* NAD 83(1986)-  32 07 22.     (N)    104 04 26.     (W)     SCALED    
 CW0672* NAVD 88     -       907.737  (meters)    2978.13   (feet)  ADJUSTED  
 CW0672  ___________________________________________________________________
 CW0672  GEOID HEIGHT-         -25.38  (meters)                     GEOID03
 CW0672  DYNAMIC HT  -         906.412 (meters)    2973.79  (feet)  COMP
 CW0672  MODELED GRAV-     979,149.7   (mgal)                       NAVD 88
 CW0672
 CW0672  VERT ORDER  -  FIRST     CLASS II
 CW0672
 CW0672.The horizontal coordinates were scaled from a topographic map and have
 CW0672.an estimated accuracy of +/- 6 seconds.
 CW0672
 CW0672.The orthometric height was determined by differential leveling
 CW0672.and adjusted by the National Geodetic Survey in June 1991..
 CW0672
 CW0672.The geoid height was determined by GEOID03.
 CW0672
 CW0672.The dynamic height is computed by dividing the NAVD 88
 CW0672.geopotential number by the normal gravity value computed on the
 CW0672.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0672.degrees latitude (g = 980.6199 gals.).
 CW0672
 CW0672.The modeled gravity was interpolated from observed gravity values.
 CW0672
 CW0672;                    North         East    Units  Estimated Accuracy
 CW0672;SPC NM E     -   124,510.      189,480.      MT  (+/- 180 meters Scaled)
 CW0672
 CW0672                          SUPERSEDED SURVEY CONTROL
 CW0672
 CW0672.No superseded survey control is available for this station.
 CW0672
 CW0672_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SER873544(NAD 83)
 CW0672_MARKER: I = METAL ROD
 CW0672_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CW0672_SP_SET: STAINLESS STEEL ROD
 CW0672_STAMPING: K 414 1981
 CW0672_MARK LOGO: NGS   
 CW0672_PROJECTION: FLUSH
 CW0672_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CW0672+STABILITY: POSITION/ELEVATION WELL
 CW0672_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CW0672+SATELLITE: SATELLITE OBSERVATIONS - July 02, 2005
 CW0672_ROD/PIPE-DEPTH: 4.6  meters
 CW0672
 CW0672  HISTORY     - Date     Condition        Report By
 CW0672  HISTORY     - 1981     MONUMENTED       NGS
 CW0672  HISTORY     - 20050702 GOOD             USPSQD
 CW0672
 CW0672                          STATION DESCRIPTION
 CW0672
 CW0672'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CW0672'11.5 KM (7.15 MI) SOUTH FROM MALAGA.
 CW0672'11.5 KM (7.15 MI) SOUTHERLY ALONG U.S. HIGHWAY 285 FROM THE POST
 CW0672'OFFICE IN MALAGA, 0.2 KM (0.1 MI) NORTH OF MILE POST 9, 29.4 METERS
 CW0672'(96.4 FT) WEST OF THE CENTERLINE OF THE HIGHWAY, AND 11.0 METERS
 CW0672'(36.0 FT) SOUTH OF THE CENTER OF A DIRT ROAD LEADING WEST.
 CW0672'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CW0672'REFUSAL WAS REACHED AT 15.0 FT.
 CW0672'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST AND FENCE
 CW0672'THE MARK IS 0.6 M BELOW THE HIGHWAY.
 CW0672
 CW0672                          STATION RECOVERY (2005)
 CW0672
 CW0672'RECOVERY NOTE BY US POWER SQUADRON 2005 (RTK)
 CW0672'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0698 ***********************************************************************
 CW0698  DESIGNATION -  K 415
 CW0698  PID         -  CW0698
 CW0698  STATE/COUNTY-  NM/EDDY
 CW0698  USGS QUAD   -  CARLSBAD WEST   C (1985)
 CW0698
 CW0698                         *CURRENT SURVEY CONTROL
 CW0698  ___________________________________________________________________
 CW0698* NAD 83(1986)-  32 29 22.     (N)    104 19 52.     (W)     SCALED    
 CW0698* NAVD 88     -       994.259  (meters)    3262.00   (feet)  ADJUSTED  
 CW0698  ___________________________________________________________________
 CW0698  GEOID HEIGHT-         -23.82  (meters)                     GEOID03
 CW0698  DYNAMIC HT  -         992.851 (meters)    3257.38  (feet)  COMP
 CW0698  MODELED GRAV-     979,189.0   (mgal)                       NAVD 88
 CW0698
 CW0698  VERT ORDER  -  FIRST     CLASS II
 CW0698
 CW0698.The horizontal coordinates were scaled from a topographic map and have
 CW0698.an estimated accuracy of +/- 6 seconds.
 CW0698
 CW0698.The orthometric height was determined by differential leveling
 CW0698.and adjusted by the National Geodetic Survey in June 1991..
 CW0698
 CW0698.The geoid height was determined by GEOID03.
 CW0698
 CW0698.The dynamic height is computed by dividing the NAVD 88
 CW0698.geopotential number by the normal gravity value computed on the
 CW0698.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0698.degrees latitude (g = 980.6199 gals.).
 CW0698
 CW0698.The modeled gravity was interpolated from observed gravity values.
 CW0698
 CW0698;                    North         East    Units  Estimated Accuracy
 CW0698;SPC NM E     -   165,140.      165,210.      MT  (+/- 180 meters Scaled)
 CW0698
 CW0698                          SUPERSEDED SURVEY CONTROL
 CW0698
 CW0698.No superseded survey control is available for this station.
 CW0698
 CW0698_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SER628948(NAD 83)
 CW0698_MARKER: DB = BENCH MARK DISK
 CW0698_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CW0698_SP_SET: HEADWALL
 CW0698_STAMPING: K 415 1982
 CW0698_MARK LOGO: NGS   
 CW0698_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CW0698
 CW0698  HISTORY     - Date     Condition        Report By
 CW0698  HISTORY     - 1982     MONUMENTED       NGS
 CW0698
 CW0698                          STATION DESCRIPTION
 CW0698
 CW0698'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CW0698'13.9 KM (8.65 MI) NW FROM CARLSBAD.
 CW0698'13.9 KM (8.65 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 285 FROM ITS
 CW0698'JUNCTION WITH U.S. HIGHWAY 180 AND 62 IN CARLSBAD, 0.1 KM (0.05 MI)
 CW0698'SOUTHEAST OF MILEPOST 42, IN TOP OF AND 0.3 METER (1.0 FT) EAST OF THE
 CW0698'WEST END OF THE NORTH HEADWALL OF THE CENTER 1 OF 3 BOX CULVERTS AND
 CW0698'7.6 METERS (24.9 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY.
 CW0698'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0752 ***********************************************************************
 DR0752  DESIGNATION -  K 416
 DR0752  PID         -  DR0752
 DR0752  STATE/COUNTY-  NM/CHAVES
 DR0752  USGS QUAD   -  DEXTER EAST (1950)
 DR0752
 DR0752                         *CURRENT SURVEY CONTROL
 DR0752  ___________________________________________________________________
 DR0752* NAD 83(1986)-  33 10 25.     (N)    104 21 18.     (W)     SCALED    
 DR0752* NAVD 88     -      1048.400  (meters)    3439.63   (feet)  ADJUSTED  
 DR0752  ___________________________________________________________________
 DR0752  GEOID HEIGHT-         -23.20  (meters)                     GEOID03
 DR0752  DYNAMIC HT  -        1046.963 (meters)    3434.91  (feet)  COMP
 DR0752  MODELED GRAV-     979,231.7   (mgal)                       NAVD 88
 DR0752
 DR0752  VERT ORDER  -  FIRST     CLASS II
 DR0752
 DR0752.The horizontal coordinates were scaled from a topographic map and have
 DR0752.an estimated accuracy of +/- 6 seconds.
 DR0752
 DR0752.The orthometric height was determined by differential leveling
 DR0752.and adjusted by the National Geodetic Survey in June 1991..
 DR0752
 DR0752.The geoid height was determined by GEOID03.
 DR0752
 DR0752.The dynamic height is computed by dividing the NAVD 88
 DR0752.geopotential number by the normal gravity value computed on the
 DR0752.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0752.degrees latitude (g = 980.6199 gals.).
 DR0752
 DR0752.The modeled gravity was interpolated from observed gravity values.
 DR0752
 DR0752;                    North         East    Units  Estimated Accuracy
 DR0752;SPC NM E     -   241,010.      162,980.      MT  (+/- 180 meters Scaled)
 DR0752
 DR0752                          SUPERSEDED SURVEY CONTROL
 DR0752
 DR0752.No superseded survey control is available for this station.
 DR0752
 DR0752_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES601707(NAD 83)
 DR0752_MARKER: I = METAL ROD
 DR0752_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DR0752_SP_SET: STAINLESS STEEL ROD
 DR0752_STAMPING: K 416 1982
 DR0752_MARK LOGO: NGS   
 DR0752_PROJECTION: FLUSH
 DR0752_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR0752_ROD/PIPE-DEPTH: 8.5  meters
 DR0752
 DR0752  HISTORY     - Date     Condition        Report By
 DR0752  HISTORY     - 1982     MONUMENTED       NGS
 DR0752
 DR0752                          STATION DESCRIPTION
 DR0752
 DR0752'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 DR0752'29.1 KM (18.05 MI) SOUT FROM ROSWELL.
 DR0752'29.1 KM (18.05 MI) SOUTHERLY ALONG THE SANTA FE RAILROAD FROM THE
 DR0752'RAILROAD STATION IN ROSWELL, 0.4 KM (0.25 MI) NORTH OF HIGHWAY
 DR0752'MILEPOST 21 AND A CROSSROADS, 17.8 METERS (58.4 FT) NORTH OF MILEPOST
 DR0752'126, 10.0 METERS (32.8 FT) NORTHEAST OF THE NEAR RAIL, 5.7 METERS
 DR0752'(18.7 FT) SOUTHWEST OF A FENCE AND 0.9 METER (3.0 FT) SOUTHWEST OF A
 DR0752'UTILITY POLE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 DR0752'CAP.
 DR0752'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 DR0752'THE MARK IS 0.9 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0618 ***********************************************************************
 CW0618  DESIGNATION -  K 417
 CW0618  PID         -  CW0618
 CW0618  STATE/COUNTY-  NM/EDDY
 CW0618  USGS QUAD   -  ILLINOIS CAMP SE (1985)
 CW0618
 CW0618                         *CURRENT SURVEY CONTROL
 CW0618  ___________________________________________________________________
 CW0618* NAD 83(1986)-  32 31 00.     (N)    104 03 48.     (W)     SCALED    
 CW0618* NAVD 88     -      1006.941  (meters)    3303.61   (feet)  ADJUSTED  
 CW0618  ___________________________________________________________________
 CW0618  GEOID HEIGHT-         -24.04  (meters)                     GEOID03
 CW0618  DYNAMIC HT  -        1005.513 (meters)    3298.92  (feet)  COMP
 CW0618  MODELED GRAV-     979,186.2   (mgal)                       NAVD 88
 CW0618
 CW0618  VERT ORDER  -  FIRST     CLASS I
 CW0618
 CW0618.The horizontal coordinates were scaled from a topographic map and have
 CW0618.an estimated accuracy of +/- 6 seconds.
 CW0618
 CW0618.The orthometric height was determined by differential leveling
 CW0618.and adjusted by the National Geodetic Survey in June 1991..
 CW0618
 CW0618.The geoid height was determined by GEOID03.
 CW0618
 CW0618.The dynamic height is computed by dividing the NAVD 88
 CW0618.geopotential number by the normal gravity value computed on the
 CW0618.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0618.degrees latitude (g = 980.6199 gals.).
 CW0618
 CW0618.The modeled gravity was interpolated from observed gravity values.
 CW0618
 CW0618;                    North         East    Units  Estimated Accuracy
 CW0618;SPC NM E     -   168,190.      190,370.      MT  (+/- 180 meters Scaled)
 CW0618
 CW0618                          SUPERSEDED SURVEY CONTROL
 CW0618
 CW0618  NGVD 29 (??/??/92) 1006.457  (m)         3302.02   (f) ADJ UNCH    1 1
 CW0618
 CW0618.Superseded values are not recommended for survey control.
 CW0618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0618.See file dsdata.txt to determine how the superseded data were derived.
 CW0618
 CW0618_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SER879980(NAD 83)
 CW0618_MARKER: I = METAL ROD
 CW0618_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CW0618_SP_SET: STAINLESS STEEL ROD
 CW0618_STAMPING: K 417 1981
 CW0618_MARK LOGO: NGS   
 CW0618_PROJECTION: FLUSH
 CW0618_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CW0618_ROD/PIPE-DEPTH: 12.2 meters
 CW0618
 CW0618  HISTORY     - Date     Condition        Report By
 CW0618  HISTORY     - 1981     MONUMENTED       NGS
 CW0618
 CW0618                          STATION DESCRIPTION
 CW0618
 CW0618'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CW0618'18.7 KM (11.6 MI) NE FROM CARLSBAD.
 CW0618'18.7 KM (11.6 MI) NORTHEAST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE
 CW0618'EAST END OF THE BATAAN BRIDGE OVER THE PECOS RIVER IN CARLSBAD, 0.8 KM
 CW0618'(0.5 MI) SOUTHWEST OF MILEPOST 48, 41.5 METERS (136.0 FT) NORTHEAST OF
 CW0618'THE EXTENDED CENTER OF A GRAVELED ROAD LEADING SOUTH AND 22.3 METERS
 CW0618'(73.2 FT) NORTHWEST OF THE CENTERLINE OF THE WEST BOUND LANES OF THE
 CW0618'HIGHWAY.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CW0618'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST AND FENCE
 CW0618'THE MARK IS 1.2 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0494 ***********************************************************************
 EO0494  DESIGNATION -  K 418
 EO0494  PID         -  EO0494
 EO0494  STATE/COUNTY-  NM/ROOSEVELT
 EO0494  USGS QUAD   -  DELPHOS (1985)
 EO0494
 EO0494                         *CURRENT SURVEY CONTROL
 EO0494  ___________________________________________________________________
 EO0494* NAD 83(1986)-  34 04 28.     (N)    103 29 36.     (W)     SCALED    
 EO0494* NAVD 88     -      1298.843  (meters)    4261.29   (feet)  ADJUSTED  
 EO0494  ___________________________________________________________________
 EO0494  GEOID HEIGHT-         -22.75  (meters)                     GEOID03
 EO0494  DYNAMIC HT  -        1297.131 (meters)    4255.67  (feet)  COMP
 EO0494  MODELED GRAV-     979,272.5   (mgal)                       NAVD 88
 EO0494
 EO0494  VERT ORDER  -  FIRST     CLASS II
 EO0494
 EO0494.The horizontal coordinates were scaled from a topographic map and have
 EO0494.an estimated accuracy of +/- 6 seconds.
 EO0494
 EO0494.The orthometric height was determined by differential leveling
 EO0494.and adjusted by the National Geodetic Survey in June 1991..
 EO0494
 EO0494.The geoid height was determined by GEOID03.
 EO0494
 EO0494.The dynamic height is computed by dividing the NAVD 88
 EO0494.geopotential number by the normal gravity value computed on the
 EO0494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0494.degrees latitude (g = 980.6199 gals.).
 EO0494
 EO0494.The modeled gravity was interpolated from observed gravity values.
 EO0494
 EO0494;                    North         East    Units  Estimated Accuracy
 EO0494;SPC NM E     -   341,230.      242,530.      MT  (+/- 180 meters Scaled)
 EO0494
 EO0494                          SUPERSEDED SURVEY CONTROL
 EO0494
 EO0494.No superseded survey control is available for this station.
 EO0494
 EO0494_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFT390714(NAD 83)
 EO0494_MARKER: I = METAL ROD
 EO0494_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 EO0494_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 EO0494_STAMPING: K 418 1982
 EO0494_MARK LOGO: NGS   
 EO0494_PROJECTION: FLUSH
 EO0494_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EO0494+STABILITY: POSITION/ELEVATION WELL
 EO0494_ROD/PIPE-DEPTH: 9.8  meters
 EO0494_SLEEVE-DEPTH  : 9.1 meters
 EO0494
 EO0494  HISTORY     - Date     Condition        Report By
 EO0494  HISTORY     - 1982     MONUMENTED       NGS
 EO0494
 EO0494                          STATION DESCRIPTION
 EO0494
 EO0494'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 EO0494'18.6 KM (11.55 MI) SW FROM PORTALES.
 EO0494'18.6 KM (11.55 MI) SOUTHWESTERLY ALONG THE SANTA FE RAILROAD FROM THE
 EO0494'RAILROAD STATION IN PORTALES, 0.5 KM (0.3 MI) SOUTHWEST OF MILEPOST
 EO0494'29, 39.3 METERS (128.9 FT) WEST OF THE CENTER OF THE NEAR RAILROAD
 EO0494'CROSSING, 29.0 METERS (95.1 FT) NORTHWEST OF THE NEAR RAIL AND 13.1
 EO0494'METERS (43.0 FT) SOUTHWEST OF THE CENTER OF A FIELD ENTRANCE.
 EO0494'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 EO0494'THE MARK IS 0.8 METERS  SE FROM  A WITNESS POST AND FENCE
 EO0494'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0738 ***********************************************************************
 CV0738  DESIGNATION -  K 419
 CV0738  PID         -  CV0738
 CV0738  STATE/COUNTY-  NM/LEA
 CV0738  USGS QUAD   -  LAGUNA GATUNA (1984)
 CV0738
 CV0738                         *CURRENT SURVEY CONTROL
 CV0738  ___________________________________________________________________
 CV0738* NAD 83(1986)-  32 35 26.     (N)    103 42 41.     (W)     SCALED    
 CV0738* NAVD 88     -      1078.050  (meters)    3536.90   (feet)  ADJUSTED  
 CV0738  ___________________________________________________________________
 CV0738  GEOID HEIGHT-         -23.18  (meters)                     GEOID03
 CV0738  DYNAMIC HT  -        1076.534 (meters)    3531.93  (feet)  COMP
 CV0738  MODELED GRAV-     979,195.5   (mgal)                       NAVD 88
 CV0738
 CV0738  VERT ORDER  -  FIRST     CLASS I
 CV0738
 CV0738.The horizontal coordinates were scaled from a topographic map and have
 CV0738.an estimated accuracy of +/- 6 seconds.
 CV0738
 CV0738.The orthometric height was determined by differential leveling
 CV0738.and adjusted by the National Geodetic Survey in June 1991..
 CV0738
 CV0738.The geoid height was determined by GEOID03.
 CV0738
 CV0738.The dynamic height is computed by dividing the NAVD 88
 CV0738.geopotential number by the normal gravity value computed on the
 CV0738.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0738.degrees latitude (g = 980.6199 gals.).
 CV0738
 CV0738.The modeled gravity was interpolated from observed gravity values.
 CV0738
 CV0738;                    North         East    Units  Estimated Accuracy
 CV0738;SPC NM E     -   176,520.      223,390.      MT  (+/- 180 meters Scaled)
 CV0738
 CV0738                          SUPERSEDED SURVEY CONTROL
 CV0738
 CV0738  NGVD 29 (??/??/92) 1077.573  (m)         3535.34   (f) ADJ UNCH    1 1
 CV0738
 CV0738.Superseded values are not recommended for survey control.
 CV0738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0738.See file dsdata.txt to determine how the superseded data were derived.
 CV0738
 CV0738_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFS209066(NAD 83)
 CV0738_MARKER: I = METAL ROD
 CV0738_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CV0738+WITH SETTING: INFORMATION.
 CV0738_SP_SET: SHALLOW SET METAL ROD
 CV0738_STAMPING: K 419 1982
 CV0738_MARK LOGO: NGS   
 CV0738_PROJECTION: FLUSH
 CV0738_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CV0738_ROD/PIPE-DEPTH: 1.2  meters
 CV0738
 CV0738  HISTORY     - Date     Condition        Report By
 CV0738  HISTORY     - 1982     MONUMENTED       NGS
 CV0738
 CV0738                          STATION DESCRIPTION
 CV0738
 CV0738'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CV0738'56.0 KM (34.75 MI) NE FROM CARLSBAD.
 CV0738'50.0 KM (31.05 MI) NORTHEASTERLY ALONG U. S. HIGHWAY 62 AND 180 FROM
 CV0738'THE EAST END OF THE BATAAN BRIDGE OVER THE PECOS RIVER IN CARLSBAD,
 CV0738'THENCE 0.6 KM (0.35 MI) NORTHERLY ALONG A DIRT TRACK ROAD, THENCE 3.6
 CV0738'KM (2.25 MI) NORTHEASTERLY ALONG A DIRT TRACK ROAD, THENCE 1.3 KM (0.8
 CV0738'MI) NORTHERLY ALONG A GRAVELED ROAD, THENCE 0.5 KM (0.3 MI)
 CV0738'NORTHEASTERLY ALONG A DIRT TRACK ROAD AND 12.5 METERS (41.0 FT)
 CV0738'NORTHWEST OF THE CENTER OF THE ROAD.  NOTE=REFUSAL WAS REACHED AT 4.0
 CV0738'FT.  ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CV0738'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST AND FENCE
 CV0738'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0191 ***********************************************************************
 DT0191  DESIGNATION -  K 42
 DT0191  PID         -  DT0191
 DT0191  STATE/COUNTY-  NM/CATRON
 DT0191  USGS QUAD   -  LUNA LAKE (1991)
 DT0191
 DT0191                         *CURRENT SURVEY CONTROL
 DT0191  ___________________________________________________________________
 DT0191* NAD 83(1986)-  33 48 26.     (N)    109 00 04.     (W)     SCALED    
 DT0191* NAVD 88     -      2265.416  (meters)    7432.45   (feet)  ADJUSTED  
 DT0191  ___________________________________________________________________
 DT0191  GEOID HEIGHT-         -22.45  (meters)                     GEOID03
 DT0191  DYNAMIC HT  -        2261.803 (meters)    7420.60  (feet)  COMP
 DT0191  MODELED GRAV-     978,959.9   (mgal)                       NAVD 88
 DT0191
 DT0191  VERT ORDER  -  FIRST     CLASS II
 DT0191
 DT0191.The horizontal coordinates were scaled from a topographic map and have
 DT0191.an estimated accuracy of +/- 6 seconds.
 DT0191
 DT0191.The orthometric height was determined by differential leveling
 DT0191.and adjusted by the National Geodetic Survey in June 1991..
 DT0191
 DT0191.The geoid height was determined by GEOID03.
 DT0191
 DT0191.The dynamic height is computed by dividing the NAVD 88
 DT0191.geopotential number by the normal gravity value computed on the
 DT0191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0191.degrees latitude (g = 980.6199 gals.).
 DT0191
 DT0191.The modeled gravity was interpolated from observed gravity values.
 DT0191
 DT0191;                    North         East    Units  Estimated Accuracy
 DT0191;SPC NM W     -   311,890.      721,880.      MT  (+/- 180 meters Scaled)
 DT0191
 DT0191                          SUPERSEDED SURVEY CONTROL
 DT0191
 DT0191  NGVD 29 (??/??/92) 2264.444  (m)         7429.26   (f) ADJ UNCH    1 2
 DT0191
 DT0191.Superseded values are not recommended for survey control.
 DT0191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0191.See file dsdata.txt to determine how the superseded data were derived.
 DT0191
 DT0191_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC850425(NAD 83)
 DT0191_MARKER: DB = BENCH MARK DISK
 DT0191_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DT0191_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DT0191_STAMPING: K 42 1934
 DT0191_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DT0191+STABILITY: SURFACE MOTION
 DT0191
 DT0191  HISTORY     - Date     Condition        Report By
 DT0191  HISTORY     - 1934     MONUMENTED       CGS
 DT0191  HISTORY     - 1980     MARK NOT FOUND   NGS
 DT0191  HISTORY     - 19891004 GOOD             USPSQD
 DT0191
 DT0191                          STATION DESCRIPTION
 DT0191
 DT0191'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DT0191'2.9 MI W FROM LUNA.
 DT0191'ON STATE HWY. NO. 11, 3.3 MILES WEST OF LUNA SCHOOL HOUSE, ABOUT 400
 DT0191'FT. SOUTH OF LARGE ANGLE IN ROAD, AND 75 FT. NORTH OF STATE ROAD SIGN.
 DT0191
 DT0191                          STATION RECOVERY (1980)
 DT0191
 DT0191'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DT0191'A THOROUGH SEARCH OF THE AREA REVEALED NO EVIDENCE OF THIS MARK.
 DT0191
 DT0191                          STATION RECOVERY (1989)
 DT0191
 DT0191'RECOVERY NOTE BY US POWER SQUADRON 1989 (LML)
 DT0191'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0505 ***********************************************************************
 EO0505  DESIGNATION -  K 421
 EO0505  PID         -  EO0505
 EO0505  STATE/COUNTY-  NM/ROOSEVELT
 EO0505  USGS QUAD   -  PORTALES (1985)
 EO0505
 EO0505                         *CURRENT SURVEY CONTROL
 EO0505  ___________________________________________________________________
 EO0505* NAD 83(1986)-  34 14 30.     (N)    103 15 48.     (W)     SCALED    
 EO0505* NAVD 88     -      1231.515  (meters)    4040.40   (feet)  ADJUSTED  
 EO0505  ___________________________________________________________________
 EO0505  GEOID HEIGHT-         -23.15  (meters)                     GEOID03
 EO0505  DYNAMIC HT  -        1229.923 (meters)    4035.17  (feet)  COMP
 EO0505  MODELED GRAV-     979,300.3   (mgal)                       NAVD 88
 EO0505
 EO0505  VERT ORDER  -  FIRST     CLASS II
 EO0505
 EO0505.The horizontal coordinates were scaled from a topographic map and have
 EO0505.an estimated accuracy of +/- 6 seconds.
 EO0505
 EO0505.The orthometric height was determined by differential leveling
 EO0505.and adjusted by the National Geodetic Survey in June 1991..
 EO0505
 EO0505.The geoid height was determined by GEOID03.
 EO0505
 EO0505.The dynamic height is computed by dividing the NAVD 88
 EO0505.geopotential number by the normal gravity value computed on the
 EO0505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0505.degrees latitude (g = 980.6199 gals.).
 EO0505
 EO0505.The modeled gravity was interpolated from observed gravity values.
 EO0505
 EO0505;                    North         East    Units  Estimated Accuracy
 EO0505;SPC NM E     -   359,980.      263,560.      MT  (+/- 180 meters Scaled)
 EO0505
 EO0505                          SUPERSEDED SURVEY CONTROL
 EO0505
 EO0505.No superseded survey control is available for this station.
 EO0505
 EO0505_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFT599903(NAD 83)
 EO0505_MARKER: I = METAL ROD
 EO0505_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EO0505_SP_SET: STAINLESS STEEL ROD
 EO0505_STAMPING: K 421 1982
 EO0505_MARK LOGO: NGS   
 EO0505_PROJECTION: FLUSH
 EO0505_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EO0505_ROD/PIPE-DEPTH: 12.2 meters
 EO0505
 EO0505  HISTORY     - Date     Condition        Report By
 EO0505  HISTORY     - 1982     MONUMENTED       NGS
 EO0505
 EO0505                          STATION DESCRIPTION
 EO0505
 EO0505'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 EO0505'9.0 KM (5.6 MI) NE FROM PORTALES.
 EO0505'9.0 KM (5.6 MI) NORTHEASTERLY ALONG THE SANTA FE RAILROAD FROM THE
 EO0505'RAILROAD STATION IN PORTALES, 0.4 KM (0.25 MI) SOUTHWEST OF THE
 EO0505'JUNCTION OF A SIDE ROAD LEADING NORTHWEST, 0.2 KM (0.1 MI) SOUTHWEST
 EO0505'OF HIGHWAY MILEPOST 430, 66.1 METERS (216.9 FT) NORTHWEST OF THE
 EO0505'CENTERLINE OF THE SOUTHWEST BOUND LANES OF U.S.  HIGHWAY 70, 28.0
 EO0505'METERS (91.9 FT) SOUTHEAST OF MILEPOST 12, 23.5 METERS (77.1 FT)
 EO0505'SOUTHEAST OF THE NEAR RAIL AND 1.7 METERS (5.6 FT) SOUTHWEST OF A
 EO0505'UTILITY POLE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 EO0505'CAP.
 EO0505'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 EO0505'THE MARK IS 2.4 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0654 ***********************************************************************
 EQ0654  DESIGNATION -  K 423
 EQ0654  PID         -  EQ0654
 EQ0654  STATE/COUNTY-  NM/VALENCIA
 EQ0654  USGS QUAD   -  BELEN (1991)
 EQ0654
 EQ0654                         *CURRENT SURVEY CONTROL
 EQ0654  ___________________________________________________________________
 EQ0654* NAD 83(1986)-  34 37 47.     (N)    106 46 27.     (W)     SCALED    
 EQ0654* NAVD 88     -      1460.455  (meters)    4791.51   (feet)  ADJUSTED  
 EQ0654  ___________________________________________________________________
 EQ0654  GEOID HEIGHT-         -21.89  (meters)                     GEOID03
 EQ0654  DYNAMIC HT  -        1458.430 (meters)    4784.87  (feet)  COMP
 EQ0654  MODELED GRAV-     979,198.4   (mgal)                       NAVD 88
 EQ0654
 EQ0654  VERT ORDER  -  FIRST     CLASS II
 EQ0654
 EQ0654.The horizontal coordinates were scaled from a topographic map and have
 EQ0654.an estimated accuracy of +/- 6 seconds.
 EQ0654
 EQ0654.The orthometric height was determined by differential leveling
 EQ0654.and adjusted by the National Geodetic Survey in June 1991..
 EQ0654
 EQ0654.The geoid height was determined by GEOID03.
 EQ0654
 EQ0654.The dynamic height is computed by dividing the NAVD 88
 EQ0654.geopotential number by the normal gravity value computed on the
 EQ0654.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0654.degrees latitude (g = 980.6199 gals.).
 EQ0654
 EQ0654.The modeled gravity was interpolated from observed gravity values.
 EQ0654
 EQ0654;                    North         East    Units  Estimated Accuracy
 EQ0654;SPC NM C     -   402,630.      451,940.      MT  (+/- 180 meters Scaled)
 EQ0654
 EQ0654                          SUPERSEDED SURVEY CONTROL
 EQ0654
 EQ0654.No superseded survey control is available for this station.
 EQ0654
 EQ0654_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU373334(NAD 83)
 EQ0654_MARKER: I = METAL ROD
 EQ0654_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EQ0654_SP_SET: STAINLESS STEEL ROD
 EQ0654_STAMPING: K 423 1982
 EQ0654_MARK LOGO: NGS   
 EQ0654_PROJECTION: FLUSH
 EQ0654_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EQ0654_ROD/PIPE-DEPTH: 21.9 meters
 EQ0654
 EQ0654  HISTORY     - Date     Condition        Report By
 EQ0654  HISTORY     - 1982     MONUMENTED       NGS
 EQ0654
 EQ0654                          STATION DESCRIPTION
 EQ0654
 EQ0654'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 EQ0654'24.2 KM (15.05 MI) NORT FROM BERNARDO.
 EQ0654'23.7 KM (14.35 MI) NORTHERLY ALONG STATE HIGHWAY 116 FROM ITS JUNCTION
 EQ0654'WITH U. S. HIGHWAY 60 IN BERNARDO, THENCE 0.4 KM (0.25 MI) EAST ALONG
 EQ0654'A DIRT ROAD, THENCE 0.1 KM (0.05 MI) NORTH ALONG THE SANTA FE
 EQ0654'RAILROAD, 19.0 METERS (62.3 FT) SOUTHWEST OF UTILITY POLE NUMBER 2 J,
 EQ0654'15.6 METERS (51.2 FT) WEST OF THE NEAR RAIL, 15.0 METERS (49.2 FT)
 EQ0654'NORTH OF THE CENTER OF THE BOSQUE DRAIN AND 4.6 METERS (15.1 FT) NORTH
 EQ0654'OF THE CENTER OF A FIELD ENTRANCE.  NOTE=ACCESS TO THE DATUM POINT IS
 EQ0654'THROUGH A 5-INCH LOGO CAP.
 EQ0654'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST AND FENCE
 EQ0654'THE MARK IS 3.0 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0813 ***********************************************************************
 FO0813  DESIGNATION -  K 424
 FO0813  PID         -  FO0813
 FO0813  STATE/COUNTY-  NM/BERNALILLO
 FO0813  USGS QUAD   -  ALBUQUERQUE WEST (1990)
 FO0813
 FO0813                         *CURRENT SURVEY CONTROL
 FO0813  ___________________________________________________________________
 FO0813* NAD 83(1986)-  35 06 24.     (N)    106 41 39.     (W)     SCALED    
 FO0813* NAVD 88     -      1529.969  (meters)    5019.57   (feet)  ADJUSTED  
 FO0813  ___________________________________________________________________
 FO0813  GEOID HEIGHT-         -21.42  (meters)                     GEOID03
 FO0813  DYNAMIC HT  -        1527.879 (meters)    5012.72  (feet)  COMP
 FO0813  MODELED GRAV-     979,215.7   (mgal)                       NAVD 88
 FO0813
 FO0813  VERT ORDER  -  FIRST     CLASS II
 FO0813
 FO0813.The horizontal coordinates were scaled from a topographic map and have
 FO0813.an estimated accuracy of +/- 6 seconds.
 FO0813
 FO0813.The orthometric height was determined by differential leveling
 FO0813.and adjusted by the National Geodetic Survey in June 1991..
 FO0813
 FO0813.The geoid height was determined by GEOID03.
 FO0813
 FO0813.The dynamic height is computed by dividing the NAVD 88
 FO0813.geopotential number by the normal gravity value computed on the
 FO0813.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0813.degrees latitude (g = 980.6199 gals.).
 FO0813
 FO0813.The modeled gravity was interpolated from observed gravity values.
 FO0813
 FO0813;                    North         East    Units  Estimated Accuracy
 FO0813;SPC NM C     -   455,500.      459,510.      MT  (+/- 180 meters Scaled)
 FO0813
 FO0813                          SUPERSEDED SURVEY CONTROL
 FO0813
 FO0813  NGVD 29 (??/??/92) 1529.155  (m)         5016.90   (f) ADJ UNCH    1 2
 FO0813
 FO0813.Superseded values are not recommended for survey control.
 FO0813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0813.See file dsdata.txt to determine how the superseded data were derived.
 FO0813
 FO0813_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU455861(NAD 83)
 FO0813_MARKER: DB = BENCH MARK DISK
 FO0813_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 FO0813_SP_SET: ABUTMENT
 FO0813_STAMPING: K 424 1982
 FO0813_MARK LOGO: NGS   
 FO0813_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FO0813+STABILITY: POSITION/ELEVATION WELL
 FO0813
 FO0813  HISTORY     - Date     Condition        Report By
 FO0813  HISTORY     - 1982     MONUMENTED       NGS
 FO0813  HISTORY     - 20051211 MARK NOT FOUND   GEOCAC
 FO0813
 FO0813                          STATION DESCRIPTION
 FO0813
 FO0813'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FO0813'0.9 KM (0.55 MI) EAST FROM ALBUQUERQUE.
 FO0813'0.9 KM (0.55 MI) EASTERLY ALONG INTERSTATE HIGHWAY 40 FROM ITS
 FO0813'JUNCTION WITH STATE HIGHWAY 448, AT THE NORTHWEST EDGE OF ALBUQUERQUE,
 FO0813'IN TOP OF AND 0.1 METER (0.3 FT) SOUTH OF THE NORTH END OF THE WEST
 FO0813'CONCRETE ABUTMENT OF THE WEST BOUND OVERPASS OF THE RIO GRANDE RIVER,
 FO0813'7.0 METERS (23.0 FT) NORTH OF THE CENTER OF THE WEST BOUND LANES OF
 FO0813'THE HIGHWAY AND 5.8 METERS (19.0 FT) EAST OF THE WEST END OF THE
 FO0813'BRIDGE.
 FO0813'THE MARK IS 0.8 M ABOVE THE HIGHWAY.
 FO0813
 FO0813                          STATION RECOVERY (2005)
 FO0813
 FO0813'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 FO0813'THE BRIDGE HAS BEEN REBUILT AND EXPANDED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC8347 ***********************************************************************
 AC8347  DESIGNATION -  K 424 RESET
 AC8347  PID         -  AC8347
 AC8347  STATE/COUNTY-  NM/BERNALILLO
 AC8347  USGS QUAD   -  ALBUQUERQUE WEST (1990)
 AC8347
 AC8347                         *CURRENT SURVEY CONTROL
 AC8347  ___________________________________________________________________
 AC8347* NAD 83(1986)-  35 06 24.     (N)    106 41 41.     (W)     SCALED    
 AC8347* NAVD 88     -      1528.96   (meters)    5016.3    (feet)  RESET     
 AC8347  ___________________________________________________________________
 AC8347  GEOID HEIGHT-         -21.42  (meters)                     GEOID03
 AC8347
 AC8347  VERT ORDER  -  THIRD
 AC8347
 AC8347.The horizontal coordinates were scaled from a topographic map and have
 AC8347.an estimated accuracy of +/- 6 seconds.
 AC8347
 AC8347.The orthometric height was computed from unverified reset data.
 AC8347
 AC8347.The geoid height was determined by GEOID03.
 AC8347
 AC8347;                    North         East    Units  Estimated Accuracy
 AC8347;SPC NM C     -   455,500.      459,460.      MT  (+/- 180 meters Scaled)
 AC8347
 AC8347                          SUPERSEDED SURVEY CONTROL
 AC8347
 AC8347.No superseded survey control is available for this station.
 AC8347
 AC8347_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU455861(NAD 83)
 AC8347_MARKER: DV = VERTICAL CONTROL DISK
 AC8347_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AC8347_SP_SET: BRIDGE ABUTMENT
 AC8347_STAMPING: K 424 RESET 1993
 AC8347_MARK LOGO: NGS   
 AC8347_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC8347_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC8347_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC8347+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AC8347
 AC8347  HISTORY     - Date     Condition        Report By
 AC8347  HISTORY     - 1993     MONUMENTED       NM0030
 AC8347  HISTORY     - 20051211 GOOD             GEOCAC
 AC8347
 AC8347                          STATION DESCRIPTION
 AC8347
 AC8347'DESCRIBED BY CITY OF ALBUQUERQUE NEW MEXICO 1993 (BB)
 AC8347'THE STATION IS LOCATED ABOUT 3.8 MILES (6.1 KM) W OF THE INTERSECTION
 AC8347'OF INTERSTATES 25 AND 40 ON THE NORTHWEST EDGE OF DOWNTOWN
 AC8347'ALBUQUERQUE.  TO REACH THE STATION FROM THE INTERSECTION OF
 AC8347'INTERSTATES 25 AND 40, GO WEST ON INTERSTATE 40 FOR 2.3 MILES (3.7 KM)
 AC8347'TO THE UNDERPASS FOR RIO GRANDE BOULEVARD.  CONTINUE WEST ON
 AC8347'INTERSTATE 40 FOR 1.1 MILES (1.8 KM) TO A LARGE HIGHWAY SIGN ABOVE THE
 AC8347'WESTBOUND LANES.  CONTINUE WEST FOR 0.25 MILES (0.40 KM) TO THE WEST
 AC8347'END OF THE INTERSTATE BRIDGE OVER THE RIO GRANDE AND THE STATION ON
 AC8347'THE RIGHT, JUST SOUTH OF THE CONCRETE TRAFFIC BARRIER ON THE NORTH
 AC8347'SHOULDER OF THE WEST BOUND LANES, JUST BELOW THE EAST END OF A
 AC8347'CONCRETE RETAINING WALL THAT SITS ATOP THE TRAFFIC BARRIER.  THE
 AC8347'STATION IS A STANDARD NGS VERTICAL CONTROL DISK STAMPED ---K 424 RESET
 AC8347'1993--- AND SET IN A DRILL HOLE IN THE TOP SURFACE OF THE WEST
 AC8347'ABUTMENT OF THE WESTBOUND INTERSTATE 40 BRIDGE OVER THE RIO GRANDE.
 AC8347'THE STATION DISK IS SET FLUSH WITH THE LEVEL OF THE ROAD SURFACE.  IT
 AC8347'IS 0.61 M (2.00 FT) SOUTH OF THE SOUTH FACE OF A CONCRETE TRAFFIC
 AC8347'BARRIER ALONG THE NORTH EDGE OF THE BRIDGE, 0.21 M (0.69 FT) WEST OF
 AC8347'AN EXPANSION JOINT IN THE DECK OF THE BRIDGE, AND 1.8 M (5.9 FT)
 AC8347'SOUTHEAST OF THE EAST END OF A CONCRETE RETAINING WALL ATOP THE
 AC8347'TRAFFIC BARRIER.
 AC8347
 AC8347                          STATION RECOVERY (2005)
 AC8347
 AC8347'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 AC8347'HANDHELD COORDINATES ARE
 AC8347'35 06.408N
 AC8347'106 41.660W
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0637 ***********************************************************************
 EQ0637  DESIGNATION -  K 425
 EQ0637  PID         -  EQ0637
 EQ0637  STATE/COUNTY-  NM/VALENCIA
 EQ0637  USGS QUAD   -  CORREO (1985)
 EQ0637
 EQ0637                         *CURRENT SURVEY CONTROL
 EQ0637  ___________________________________________________________________
 EQ0637* NAD 83(1986)-  34 58 44.     (N)    107 07 33.     (W)     SCALED    
 EQ0637* NAVD 88     -      1699.809  (meters)    5576.79   (feet)  ADJUSTED  
 EQ0637  ___________________________________________________________________
 EQ0637  GEOID HEIGHT-         -21.25  (meters)                     GEOID03
 EQ0637  DYNAMIC HT  -        1697.482 (meters)    5569.16  (feet)  COMP
 EQ0637  MODELED GRAV-     979,205.5   (mgal)                       NAVD 88
 EQ0637
 EQ0637  VERT ORDER  -  FIRST     CLASS II
 EQ0637
 EQ0637.The horizontal coordinates were scaled from a topographic map and have
 EQ0637.an estimated accuracy of +/- 6 seconds.
 EQ0637
 EQ0637.The orthometric height was determined by differential leveling
 EQ0637.and adjusted by the National Geodetic Survey in June 1991..
 EQ0637
 EQ0637.The geoid height was determined by GEOID03.
 EQ0637
 EQ0637.The dynamic height is computed by dividing the NAVD 88
 EQ0637.geopotential number by the normal gravity value computed on the
 EQ0637.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0637.degrees latitude (g = 980.6199 gals.).
 EQ0637
 EQ0637.The modeled gravity was interpolated from observed gravity values.
 EQ0637
 EQ0637;                    North         East    Units  Estimated Accuracy
 EQ0637;SPC NM C     -   441,580.      420,030.      MT  (+/- 180 meters Scaled)
 EQ0637
 EQ0637                          SUPERSEDED SURVEY CONTROL
 EQ0637
 EQ0637  NGVD 29 (??/??/92) 1698.993  (m)         5574.11   (f) ADJ UNCH    1 2
 EQ0637
 EQ0637.Superseded values are not recommended for survey control.
 EQ0637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0637.See file dsdata.txt to determine how the superseded data were derived.
 EQ0637
 EQ0637_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU059727(NAD 83)
 EQ0637_MARKER: I = METAL ROD
 EQ0637_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EQ0637_SP_SET: STAINLESS STEEL ROD
 EQ0637_STAMPING: K 425 1982
 EQ0637_MARK LOGO: NGS   
 EQ0637_PROJECTION: FLUSH
 EQ0637_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EQ0637_ROD/PIPE-DEPTH: 8.5  meters
 EQ0637
 EQ0637  HISTORY     - Date     Condition        Report By
 EQ0637  HISTORY     - 1982     MONUMENTED       NGS
 EQ0637
 EQ0637                          STATION DESCRIPTION
 EQ0637
 EQ0637'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 EQ0637'41.4 KM (25.7 MI) SW FROM ALBUQUERQUE.
 EQ0637'41.4 KM (25.7 MI) SOUTHWESTERLY ALONG INTERSTATE HIGHWAY 40 FROM ITS
 EQ0637'JUNCTION WITH STATE HIGHWAY 448 AT THE NORTHWEST EDGE OF ALBUQUERQUE,
 EQ0637'0.9 KM (0.55 MI) SOUTHWEST OF MILEPOST 130, 32.3 METERS (106.0 FT)
 EQ0637'SOUTHEAST OF THE CENTERLINE OF THE NORTHEAST BOUND LANES OF THE
 EQ0637'HIGHWAY, 21.3 METERS (69.9 FT) EAST-SOUTHEAST OF THE SOUTHEAST END OF
 EQ0637'A 36-INCH PIPE CULVERT AND 8.1 METERS (26.6 FT) NORTH-NORTHWEST OF A
 EQ0637'UTILITY POLE WITH A GUY WIRE.  NOTE=ACCESS TO THE DATUM POINT IS
 EQ0637'THROUGH A 5-INCH LOGO CAP.
 EQ0637'THE MARK IS 0.3 METERS  NW FROM  A FENCE AND WITNESS POST
 EQ0637'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0858 ***********************************************************************
 FO0858  DESIGNATION -  K 426
 FO0858  PID         -  FO0858
 FO0858  STATE/COUNTY-  NM/CIBOLA
 FO0858  USGS QUAD   -  MILAN (1995)
 FO0858
 FO0858                         *CURRENT SURVEY CONTROL
 FO0858  ___________________________________________________________________
 FO0858* NAD 83(1986)-  35 12 15.     (N)    107 54 22.     (W)     SCALED    
 FO0858* NAVD 88     -      1994.391  (meters)    6543.26   (feet)  ADJUSTED  
 FO0858  ___________________________________________________________________
 FO0858  GEOID HEIGHT-         -20.34  (meters)                     GEOID03
 FO0858  DYNAMIC HT  -        1991.556 (meters)    6533.96  (feet)  COMP
 FO0858  MODELED GRAV-     979,141.4   (mgal)                       NAVD 88
 FO0858
 FO0858  VERT ORDER  -  FIRST     CLASS II
 FO0858
 FO0858.The horizontal coordinates were scaled from a topographic map and have
 FO0858.an estimated accuracy of +/- 6 seconds.
 FO0858
 FO0858.The orthometric height was determined by differential leveling
 FO0858.and adjusted by the National Geodetic Survey in June 1991..
 FO0858
 FO0858.The geoid height was determined by GEOID03.
 FO0858
 FO0858.The dynamic height is computed by dividing the NAVD 88
 FO0858.geopotential number by the normal gravity value computed on the
 FO0858.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0858.degrees latitude (g = 980.6199 gals.).
 FO0858
 FO0858.The modeled gravity was interpolated from observed gravity values.
 FO0858
 FO0858;                    North         East    Units  Estimated Accuracy
 FO0858;SPC NM W     -   466,230.      823,370.      MT  (+/- 180 meters Scaled)
 FO0858
 FO0858                          SUPERSEDED SURVEY CONTROL
 FO0858
 FO0858.No superseded survey control is available for this station.
 FO0858
 FO0858_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBU354995(NAD 83)
 FO0858_MARKER: I = METAL ROD
 FO0858_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FO0858_SP_SET: STAINLESS STEEL ROD
 FO0858_STAMPING: K 426 1982
 FO0858_MARK LOGO: NGS   
 FO0858_PROJECTION: FLUSH
 FO0858_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FO0858_ROD/PIPE-DEPTH: 4.9  meters
 FO0858
 FO0858  HISTORY     - Date     Condition        Report By
 FO0858  HISTORY     - 1982     MONUMENTED       NGS
 FO0858
 FO0858                          STATION DESCRIPTION
 FO0858
 FO0858'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FO0858'8.6 KM (5.35 MI) NW FROM GRANTS.
 FO0858'8.6 KM (5.35 MI) NORTHWESTERLY ALONG THE SANTA FE RAILROAD FROM THE
 FO0858'RAILROAD STATION IN GRANTS, 0.3 KM (0.2 MI) SOUTH OF MILEPOST 101,
 FO0858'50.9 METERS (167.0 FT) NORTHWEST OF THE CENTER OF A GRAVELED ROAD,
 FO0858'17.2 METERS (56.4 FT) SOUTHWEST OF A FENCE, 12.1 METERS (39.7 FT)
 FO0858'EAST-NORTHEAST OF THE NEAR RAIL AND 1.0 METER (3.3 FT) SOUTH-SOUTHEAST
 FO0858'OF A UTILITY POLE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 FO0858'LOGO CAP.
 FO0858'THE MARK IS 0.3 METERS  NNW FROM A WITNESS POST.
 FO0858'THE MARK IS 1.0 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0567 ***********************************************************************
 EO0567  DESIGNATION -  K 427
 EO0567  PID         -  EO0567
 EO0567  STATE/COUNTY-  NM/ROOSEVELT
 EO0567  USGS QUAD   -  KRIDER (1987)
 EO0567
 EO0567                         *CURRENT SURVEY CONTROL
 EO0567  ___________________________________________________________________
 EO0567* NAD 83(1986)-  34 26 02.     (N)    103 50 17.     (W)     SCALED    
 EO0567* NAVD 88     -      1314.760  (meters)    4313.51   (feet)  ADJUSTED  
 EO0567  ___________________________________________________________________
 EO0567  GEOID HEIGHT-         -23.37  (meters)                     GEOID03
 EO0567  DYNAMIC HT  -        1313.026 (meters)    4307.82  (feet)  COMP
 EO0567  MODELED GRAV-     979,270.9   (mgal)                       NAVD 88
 EO0567
 EO0567  VERT ORDER  -  FIRST     CLASS II
 EO0567
 EO0567.The horizontal coordinates were scaled from a topographic map and have
 EO0567.an estimated accuracy of +/- 6 seconds.
 EO0567
 EO0567.The orthometric height was determined by differential leveling
 EO0567.and adjusted by the National Geodetic Survey in June 1991..
 EO0567
 EO0567.The geoid height was determined by GEOID03.
 EO0567
 EO0567.The dynamic height is computed by dividing the NAVD 88
 EO0567.geopotential number by the normal gravity value computed on the
 EO0567.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0567.degrees latitude (g = 980.6199 gals.).
 EO0567
 EO0567.The modeled gravity was interpolated from observed gravity values.
 EO0567
 EO0567;                    North         East    Units  Estimated Accuracy
 EO0567;SPC NM E     -   380,890.      210,520.      MT  (+/- 180 meters Scaled)
 EO0567
 EO0567                          SUPERSEDED SURVEY CONTROL
 EO0567
 EO0567.No superseded survey control is available for this station.
 EO0567
 EO0567_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFU067108(NAD 83)
 EO0567_MARKER: I = METAL ROD
 EO0567_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EO0567_SP_SET: STAINLESS STEEL ROD
 EO0567_STAMPING: K 427 1982
 EO0567_MARK LOGO: NGS   
 EO0567_PROJECTION: FLUSH
 EO0567_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EO0567_ROD/PIPE-DEPTH: 7.6  meters
 EO0567
 EO0567  HISTORY     - Date     Condition        Report By
 EO0567  HISTORY     - 1982     MONUMENTED       NGS
 EO0567
 EO0567                          STATION DESCRIPTION
 EO0567
 EO0567'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 EO0567'39.2 KM (24.35 MI) EAST FROM FORT SUMNER.
 EO0567'0.6 KM (0.35 MI) NORTH ALONG U.S. HIGHWAY 84 FROM ITS JUNCTION WITH
 EO0567'U.S. HIGHWAY 60 IN FORT SUMNER, THENCE 38.6 KM (24.0 MI) EASTERLY
 EO0567'ALONG THE SANTA FE RAILROAD, 32.6 METERS (107.0 FT) SOUTH OF THE
 EO0567'CENTERLINE OF U.S. HIGHWAY 60, 24.1 METERS (79.1 FT) NORTH OF THE
 EO0567'NEAR RAIL, 22.6 METERS (74.1 FT) NORTH OF A RAILROAD JUNCTION BOX AND
 EO0567'2.2 METERS (7.2 FT) EAST OF A UTILITY POLE,  NOTE=ACCESS TO THE DATUM
 EO0567'POINT IS THROUGH A 5-INCH LOGO CAP.
 EO0567'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 EO0567'THE MARK IS 0.5 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0501 ***********************************************************************
 EP0501  DESIGNATION -  K 428
 EP0501  PID         -  EP0501
 EP0501  STATE/COUNTY-  NM/DE BACA
 EP0501  USGS QUAD   -  YESO MESA (1981)
 EP0501
 EP0501                         *CURRENT SURVEY CONTROL
 EP0501  ___________________________________________________________________
 EP0501* NAD 83(1986)-  34 29 24.     (N)    104 47 13.     (W)     SCALED    
 EP0501* NAVD 88     -      1566.261  (meters)    5138.64   (feet)  ADJUSTED  
 EP0501  ___________________________________________________________________
 EP0501  GEOID HEIGHT-         -22.57  (meters)                     GEOID03
 EP0501  DYNAMIC HT  -        1564.079 (meters)    5131.48  (feet)  COMP
 EP0501  MODELED GRAV-     979,187.1   (mgal)                       NAVD 88
 EP0501
 EP0501  VERT ORDER  -  FIRST     CLASS II
 EP0501
 EP0501.The horizontal coordinates were scaled from a topographic map and have
 EP0501.an estimated accuracy of +/- 6 seconds.
 EP0501
 EP0501.The orthometric height was determined by differential leveling
 EP0501.and adjusted by the National Geodetic Survey in June 1991..
 EP0501
 EP0501.The geoid height was determined by GEOID03.
 EP0501
 EP0501.The dynamic height is computed by dividing the NAVD 88
 EP0501.geopotential number by the normal gravity value computed on the
 EP0501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EP0501.degrees latitude (g = 980.6199 gals.).
 EP0501
 EP0501.The modeled gravity was interpolated from observed gravity values.
 EP0501
 EP0501;                    North         East    Units  Estimated Accuracy
 EP0501;SPC NM E     -   387,100.      123,340.      MT  (+/- 180 meters Scaled)
 EP0501
 EP0501                          SUPERSEDED SURVEY CONTROL
 EP0501
 EP0501.No superseded survey control is available for this station.
 EP0501
 EP0501_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEU195165(NAD 83)
 EP0501_MARKER: I = METAL ROD
 EP0501_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EP0501_SP_SET: STAINLESS STEEL ROD
 EP0501_STAMPING: K 428 1982
 EP0501_MARK LOGO: NGS   
 EP0501_PROJECTION: FLUSH
 EP0501_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EP0501_ROD/PIPE-DEPTH: 4.6  meters
 EP0501
 EP0501  HISTORY     - Date     Condition        Report By
 EP0501  HISTORY     - 1982     MONUMENTED       NGS
 EP0501
 EP0501                          STATION DESCRIPTION
 EP0501
 EP0501'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 EP0501'39.3 KM (24.4 MI) EAST FROM VAUGHN.
 EP0501'39.3 KM (24.4 MI) EASTERLY ALONG U.S. HIGHWAY 60 FROM THE SANTA FE
 EP0501'RAILROAD STATION IN VAUGHN, 0.2 KM (0.1 MI) NORTHWEST OF MILEPOST 295,
 EP0501'22.2 METERS (72.8 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY, 7.6
 EP0501'METERS (24.9 FT) WEST OF THE CENTER OF A DIRT ROAD LEADING NORTH, 3.3
 EP0501'METERS (10.8 FT) WEST OF A FENCE CORNER AND 1.1 METERS (3.6 FT) WEST
 EP0501'OF A UTILITY POLE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 EP0501'LOGO CAP.
 EP0501'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST AND FENCE
 EP0501'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0355 ***********************************************************************
 FP0355  DESIGNATION -  K 429
 FP0355  PID         -  FP0355
 FP0355  STATE/COUNTY-  NM/MCKINLEY
 FP0355  USGS QUAD   -  CHURCH ROCK (1979)
 FP0355
 FP0355                         *CURRENT SURVEY CONTROL
 FP0355  ___________________________________________________________________
 FP0355* NAD 83(1986)-  35 31 09.     (N)    108 33 54.     (W)     SCALED    
 FP0355* NAVD 88     -      2042.974  (meters)    6702.66   (feet)  ADJUSTED  
 FP0355  ___________________________________________________________________
 FP0355  GEOID HEIGHT-         -20.77  (meters)                     GEOID03
 FP0355  DYNAMIC HT  -        2040.112 (meters)    6693.27  (feet)  COMP
 FP0355  MODELED GRAV-     979,159.9   (mgal)                       NAVD 88
 FP0355
 FP0355  VERT ORDER  -  FIRST     CLASS II
 FP0355
 FP0355.The horizontal coordinates were scaled from a topographic map and have
 FP0355.an estimated accuracy of +/- 6 seconds.
 FP0355
 FP0355.The orthometric height was determined by differential leveling
 FP0355.and adjusted by the National Geodetic Survey in June 1991..
 FP0355
 FP0355.The geoid height was determined by GEOID03.
 FP0355
 FP0355.The dynamic height is computed by dividing the NAVD 88
 FP0355.geopotential number by the normal gravity value computed on the
 FP0355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0355.degrees latitude (g = 980.6199 gals.).
 FP0355
 FP0355.The modeled gravity was interpolated from observed gravity values.
 FP0355
 FP0355;                    North         East    Units  Estimated Accuracy
 FP0355;SPC NM W     -   501,420.      763,640.      MT  (+/- 180 meters Scaled)
 FP0355
 FP0355                          SUPERSEDED SURVEY CONTROL
 FP0355
 FP0355.No superseded survey control is available for this station.
 FP0355
 FP0355_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYE208333(NAD 83)
 FP0355_MARKER: I = METAL ROD
 FP0355_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FP0355_SP_SET: STAINLESS STEEL ROD
 FP0355_STAMPING: K 429 1983
 FP0355_MARK LOGO: NGS   
 FP0355_PROJECTION: FLUSH
 FP0355_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FP0355_ROD/PIPE-DEPTH: 14.0 meters
 FP0355
 FP0355  HISTORY     - Date     Condition        Report By
 FP0355  HISTORY     - 1983     MONUMENTED       NGS
 FP0355
 FP0355                          STATION DESCRIPTION
 FP0355
 FP0355'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FP0355'18.1 KM (11.25 MI) SE FROM GALLUP.
 FP0355'18.1 KM (11.25 MI) SOUTHEASTERLY ALONG INTERSTATE HIGHWAY 40 FROM ITS
 FP0355'JUNCTION WITH U. S. HIGHWAY 666 IN GALLUP, 0.2 KM (0.1 MI) SOUTHEAST
 FP0355'OF MILEPOST 32 AND 11.8 METERS (38.7 FT) NORTHEAST OF THE CENTERLINE
 FP0355'OF THE NORTHWEST BOUND LANES OF THE HIGHWAY.  NOTE=ACCESS TO THE DATUM
 FP0355'POINT IS THROUGH A 5-INCH LOGO CAP.
 FP0355'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST AND FENCE
 FP0355'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0379 ***********************************************************************
 FP0379  DESIGNATION -  K 430
 FP0379  PID         -  FP0379
 FP0379  STATE/COUNTY-  NM/MCKINLEY
 FP0379  USGS QUAD   -  SURRENDER CANYON (1971)
 FP0379
 FP0379                         *CURRENT SURVEY CONTROL
 FP0379  ___________________________________________________________________
 FP0379* NAD 83(1986)-  35 23 04.     (N)    109 00 48.     (W)     SCALED    
 FP0379* NAVD 88     -      1896.829  (meters)    6223.18   (feet)  ADJUSTED  
 FP0379  ___________________________________________________________________
 FP0379  GEOID HEIGHT-         -21.69  (meters)                     GEOID03
 FP0379  DYNAMIC HT  -        1894.167 (meters)    6214.45  (feet)  COMP
 FP0379  MODELED GRAV-     979,163.3   (mgal)                       NAVD 88
 FP0379
 FP0379  VERT ORDER  -  FIRST     CLASS II
 FP0379
 FP0379.The horizontal coordinates were scaled from a topographic map and have
 FP0379.an estimated accuracy of +/- 6 seconds.
 FP0379
 FP0379.The orthometric height was determined by differential leveling
 FP0379.and adjusted by the National Geodetic Survey in June 1991..
 FP0379
 FP0379.The geoid height was determined by GEOID03.
 FP0379
 FP0379.The dynamic height is computed by dividing the NAVD 88
 FP0379.geopotential number by the normal gravity value computed on the
 FP0379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0379.degrees latitude (g = 980.6199 gals.).
 FP0379
 FP0379.The modeled gravity was interpolated from observed gravity values.
 FP0379
 FP0379;                    North         East    Units  Estimated Accuracy
 FP0379;SPC NM W     -   486,870.      722,790.      MT  (+/- 180 meters Scaled)
 FP0379
 FP0379                          SUPERSEDED SURVEY CONTROL
 FP0379
 FP0379.No superseded survey control is available for this station.
 FP0379
 FP0379_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXE804174(NAD 83)
 FP0379_MARKER: I = METAL ROD
 FP0379_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FP0379_SP_SET: STAINLESS STEEL ROD
 FP0379_STAMPING: K 430 1983
 FP0379_MARK LOGO: NGS   
 FP0379_PROJECTION: FLUSH
 FP0379_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FP0379_ROD/PIPE-DEPTH: 13.4 meters
 FP0379
 FP0379  HISTORY     - Date     Condition        Report By
 FP0379  HISTORY     - 1983     MONUMENTED       NGS
 FP0379  HISTORY     - 20021001 GOOD             LOCSUR
 FP0379
 FP0379                          STATION DESCRIPTION
 FP0379
 FP0379'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FP0379'29.3 KM (18.2 MI) SW FROM GALLUP.
 FP0379'29.3 KM (18.2 MI) SOUTHWESTERLY ALONG INTERSTATE HIGHWAY 40 FROM ITS
 FP0379'JUNCTION WITH U. S. HIGHWAY 666 IN GALLUP, 0.8 KM (0.5 MI) SOUTHWEST
 FP0379'OF MILEPOST 3, 17.3 METERS (56.8 FT) SOUTHEAST OF THE CENTERLINE OF
 FP0379'THE NORTHEAST BOUND LANES OF THE HIGHWAY AND 10.8 METERS (35.4 FT)
 FP0379'NORTHWEST OF THE CENTERLINE OF A FRONTAGE ROAD.  NOTE=ACCESS TO THE
 FP0379'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 FP0379'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST AND FENCE
 FP0379'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 FP0379
 FP0379                          STATION RECOVERY (2002)
 FP0379
 FP0379'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2002 (EZJ)
 FP0379'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GO0229 ***********************************************************************
 GO0229  DESIGNATION -  K 431
 GO0229  PID         -  GO0229
 GO0229  STATE/COUNTY-  NM/SAN JUAN
 GO0229  USGS QUAD   -  FLORA VISTA (1979)
 GO0229
 GO0229                         *CURRENT SURVEY CONTROL
 GO0229  ___________________________________________________________________
 GO0229* NAD 83(1986)-  36 47 13.     (N)    108 06 34.     (W)     SCALED    
 GO0229* NAVD 88     -      1691.826  (meters)    5550.60   (feet)  ADJUSTED  
 GO0229  ___________________________________________________________________
 GO0229  GEOID HEIGHT-         -20.99  (meters)                     GEOID03
 GO0229  DYNAMIC HT  -        1689.711 (meters)    5543.66  (feet)  COMP
 GO0229  MODELED GRAV-     979,322.4   (mgal)                       NAVD 88
 GO0229
 GO0229  VERT ORDER  -  FIRST     CLASS II
 GO0229
 GO0229.The horizontal coordinates were scaled from a topographic map and have
 GO0229.an estimated accuracy of +/- 6 seconds.
 GO0229
 GO0229.The orthometric height was determined by differential leveling
 GO0229.and adjusted by the National Geodetic Survey in June 1991..
 GO0229
 GO0229.The geoid height was determined by GEOID03.
 GO0229
 GO0229.The dynamic height is computed by dividing the NAVD 88
 GO0229.geopotential number by the normal gravity value computed on the
 GO0229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GO0229.degrees latitude (g = 980.6199 gals.).
 GO0229
 GO0229.The modeled gravity was interpolated from observed gravity values.
 GO0229
 GO0229;                    North         East    Units  Estimated Accuracy
 GO0229;SPC NM W     -   641,880.      805,360.      MT  (+/- 180 meters Scaled)
 GO0229
 GO0229                          SUPERSEDED SURVEY CONTROL
 GO0229
 GO0229.No superseded survey control is available for this station.
 GO0229
 GO0229_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYF579751(NAD 83)
 GO0229_MARKER: DB = BENCH MARK DISK
 GO0229_SETTING: 66 = SET IN ROCK OUTCROP
 GO0229_SP_SET: ROCK OUTCROP
 GO0229_STAMPING: K 431 1983
 GO0229_MARK LOGO: NGS   
 GO0229_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GO0229+STABILITY: POSITION/ELEVATION WELL
 GO0229
 GO0229  HISTORY     - Date     Condition        Report By
 GO0229  HISTORY     - 1983     MONUMENTED       NGS
 GO0229
 GO0229                          STATION DESCRIPTION
 GO0229
 GO0229'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GO0229'12.4 KM (7.7 MI) NE FROM FARMINGTON.
 GO0229'12.4 KM (7.7 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 550 FROM ITS
 GO0229'JUNCTION WITH STATE HIGHWAY 371 (LAKE STREET) IN FARMINGTON, IN THE
 GO0229'SOUTHEASTERN 1/4 OF A 40- BY 70-FOOT ROCK LEDGE, 27.2 METERS (89.2 FT)
 GO0229'NORTHWEST OF THE CENTERLINE OF THE SOUTH BOUND LANES OF THE HIGHWAY,
 GO0229'2.0 METERS (6.6 FT) SOUTHEAST OF A FENCE, 0.8 METER (2.6 FT) SOUTHWEST
 GO0229'OF THE NORTHEAST EDGE OF THE LEDGE, AND 0.7 METER (2.3 FT) NORTHWEST
 GO0229'OF THE SOUTHEAST EDGE OF THE LEDGE.
 GO0229'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 GO0229'THE MARK IS 2.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GO0205 ***********************************************************************
 GO0205  DESIGNATION -  K 432
 GO0205  PID         -  GO0205
 GO0205  STATE/COUNTY-  NM/SAN JUAN
 GO0205  USGS QUAD   -  WATERFLOW (1979)
 GO0205
 GO0205                         *CURRENT SURVEY CONTROL
 GO0205  ___________________________________________________________________
 GO0205* NAD 83(1986)-  36 45 35.     (N)    108 27 48.     (W)     SCALED    
 GO0205* NAVD 88     -      1549.255  (meters)    5082.85   (feet)  ADJUSTED  
 GO0205  ___________________________________________________________________
 GO0205  GEOID HEIGHT-         -21.11  (meters)                     GEOID03
 GO0205  DYNAMIC HT  -        1547.378 (meters)    5076.69  (feet)  COMP
 GO0205  MODELED GRAV-     979,366.0   (mgal)                       NAVD 88
 GO0205
 GO0205  VERT ORDER  -  FIRST     CLASS II
 GO0205
 GO0205.The horizontal coordinates were scaled from a topographic map and have
 GO0205.an estimated accuracy of +/- 6 seconds.
 GO0205
 GO0205.The orthometric height was determined by differential leveling
 GO0205.and adjusted by the National Geodetic Survey in June 1991..
 GO0205
 GO0205.The geoid height was determined by GEOID03.
 GO0205
 GO0205.The dynamic height is computed by dividing the NAVD 88
 GO0205.geopotential number by the normal gravity value computed on the
 GO0205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GO0205.degrees latitude (g = 980.6199 gals.).
 GO0205
 GO0205.The modeled gravity was interpolated from observed gravity values.
 GO0205
 GO0205;                    North         East    Units  Estimated Accuracy
 GO0205;SPC NM W     -   639,000.      773,750.      MT  (+/- 180 meters Scaled)
 GO0205
 GO0205                          SUPERSEDED SURVEY CONTROL
 GO0205
 GO0205.No superseded survey control is available for this station.
 GO0205
 GO0205_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYF264712(NAD 83)
 GO0205_MARKER: I = METAL ROD
 GO0205_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GO0205_SP_SET: STAINLESS STEEL ROD
 GO0205_STAMPING: K 432 1983
 GO0205_MARK LOGO: NGS   
 GO0205_PROJECTION: FLUSH
 GO0205_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GO0205_ROD/PIPE-DEPTH: 4.3  meters
 GO0205
 GO0205  HISTORY     - Date     Condition        Report By
 GO0205  HISTORY     - 1983     MONUMENTED       NGS
 GO0205
 GO0205                          STATION DESCRIPTION
 GO0205
 GO0205'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GO0205'22.8 KM (14.15 MI) WEST FROM FARMINGTON.
 GO0205'22.8 KM (14.15 MI) WESTERLY ALONG U.S. HIGHWAY 550 FROM ITS JUNCTION
 GO0205'WITH STATE HIGHWAY 371 (LAKE STREET) IN FARMINGTON, OR 1.4 KM
 GO0205'(0.85 MI) EASTERLY ALONG U.S. HIGHWAY 666 FROM ITS JUNCTION WITH STATE
 GO0205'HIGHWAY 504 IN SHIPROCK, THENCE 21.5 KM (13.35 MI) EASTERLY ALONG
 GO0205'U.S. HIGHWAY 550, 0.3 KM (0.2 MI) EAST OF A SMALL HIGHWAY BRIDGE,
 GO0205'47.5 METERS (155.8 FT) EAST OF THE CENTER OF A GATE AND FIELD
 GO0205'ENTRANCE, 43.0 METERS (140.1 FT) WEST OF THE CENTERLINE OF A PAVED
 GO0205'ROAD LEADING SOUTHEAST, 15.2 METERS (140.1 FT) SOUTH OF THE CENTERLINE
 GO0205'OF THE EAST BOUND LANES OF THE HIGHWAY, AND 1.3 METERS (4.3 FT) WEST
 GO0205'OF A UTILITY POLE WITH 4 GUY WIRES AT A UTILITY LINE CROSSING THE
 GO0205'HIGHWAY.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 GO0205'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 GO0205'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GO0178 ***********************************************************************
 GO0178  CBN         -  This is a Cooperative Base Network Control Station.
 GO0178  DESIGNATION -  K 434
 GO0178  PID         -  GO0178
 GO0178  STATE/COUNTY-  NM/SAN JUAN
 GO0178  USGS QUAD   -  LITTLE WATER (1966)
 GO0178
 GO0178                         *CURRENT SURVEY CONTROL
 GO0178  ___________________________________________________________________
 GO0178* NAD 83(1992)-  36 29 25.21845(N)    108 43 31.34955(W)     ADJUSTED  
 GO0178* NAVD 88     -      1698.576  (meters)    5572.74   (feet)  ADJUSTED  
 GO0178  ___________________________________________________________________
 GO0178  X           -  -1,648,558.893 (meters)                     COMP
 GO0178  Y           -  -4,863,364.023 (meters)                     COMP
 GO0178  Z           -   3,773,070.289 (meters)                     COMP
 GO0178  LAPLACE CORR-          -5.64  (seconds)                    DEFLEC99
 GO0178  ELLIP HEIGHT-        1677.57  (meters)          (05/26/00) GPS OBS
 GO0178  GEOID HEIGHT-         -21.00  (meters)                     GEOID03
 GO0178  DYNAMIC HT  -        1696.449 (meters)    5565.77  (feet)  COMP
 GO0178  MODELED GRAV-     979,320.1   (mgal)                       NAVD 88
 GO0178
 GO0178  HORZ ORDER  -  A
 GO0178  VERT ORDER  -  FIRST     CLASS II
 GO0178  ELLP ORDER  -  SECOND    CLASS I
 GO0178
 GO0178.The horizontal coordinates were established by GPS observations
 GO0178.and adjusted by the National Geodetic Survey in May 2000..
 GO0178
 GO0178.The orthometric height was determined by differential leveling
 GO0178.and adjusted by the National Geodetic Survey in June 1991..
 GO0178
 GO0178.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GO0178
 GO0178.The Laplace correction was computed from DEFLEC99 derived deflections.
 GO0178
 GO0178.The ellipsoidal height was determined by GPS observations
 GO0178.and is referenced to NAD 83.
 GO0178
 GO0178.The geoid height was determined by GEOID03.
 GO0178
 GO0178.The dynamic height is computed by dividing the NAVD 88
 GO0178.geopotential number by the normal gravity value computed on the
 GO0178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GO0178.degrees latitude (g = 980.6199 gals.).
 GO0178
 GO0178.The modeled gravity was interpolated from observed gravity values.
 GO0178
 GO0178;                    North         East     Units Scale Factor Converg.
 GO0178;SPC NM W     -   609,297.307   750,076.796   MT  0.99999534   -0 31 49.8
 GO0178;SPC NM W     - 1,999,002.91  2,460,876.95   sFT  0.99999534   -0 31 49.8
 GO0178;UTM  12      - 4,040,742.225   703,745.764   MT  1.00011148   +1 21 11.4
 GO0178
 GO0178!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GO0178!SPC NM W     -   0.99973679  x   0.99999534  =   0.99973213
 GO0178!UTM  12      -   0.99973679  x   1.00011148  =   0.99984824
 GO0178
 GO0178                          SUPERSEDED SURVEY CONTROL
 GO0178
 GO0178  NAVD 88 (05/26/00) 1698.58   (m)         5572.8    (f) LEVELING    3  
 GO0178
 GO0178.Superseded values are not recommended for survey control.
 GO0178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GO0178.See file dsdata.txt to determine how the superseded data were derived.
 GO0178
 GO0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYF0374640742(NAD 83)
 GO0178_MARKER: DB = BENCH MARK DISK
 GO0178_SETTING: 66 = SET IN ROCK OUTCROP
 GO0178_SP_SET: ROCK OUTCROP
 GO0178_STAMPING: K 434 1984
 GO0178_MARK LOGO: NGS   
 GO0178_MAGNETIC: N = NO MAGNETIC MATERIAL
 GO0178_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GO0178+STABILITY: POSITION/ELEVATION WELL
 GO0178_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GO0178+SATELLITE: SATELLITE OBSERVATIONS - June 16, 2005
 GO0178
 GO0178  HISTORY     - Date     Condition        Report By
 GO0178  HISTORY     - 1984     MONUMENTED       NGS
 GO0178  HISTORY     - 19981103 GOOD             NGS
 GO0178  HISTORY     - 20050616 GOOD             INDIV
 GO0178
 GO0178                          STATION DESCRIPTION
 GO0178
 GO0178'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 GO0178'32.3 KM (20.0 MI) SOUTH FROM SHIPROCK.
 GO0178'32.3 KM (20.05 MI) SOUTHERLY ALONG U.S. HIGHWAY 666 FROM ITS JUNCTION
 GO0178'WITH STATE HIGHWAY 504 IN SHIPROCK, IN THE CENTER OF THE NORTHERN 1/4
 GO0178'OF A 9- BY 78-FOOT EXPOSED AREA OF OUTCROPPING BEDROCK, 6.7 KM
 GO0178'(4.15 MI) NORTH OF THE INTERSECTION OF COUNTY ROAD 34, 0.8 KM (0.5 MI)
 GO0178'SOUTH OF THE INTERSECTION OF A DIRT ROAD LEADING WEST, 0.4 KM
 GO0178'(0.25 MI) SOUTH OF MILEPOST 73, 50.6 METERS (166.0 FT) WEST OF A
 GO0178'FENCE, 28.0 METERS (91.9 FT) EAST OF THE CENTERLINE OF THE HIGHWAY,
 GO0178'20.1 METERS (65.9 FT) NORTH OF THE SOUTH EDGE OF THE OUTCROP,
 GO0178'3.1 METERS (10.2 FT) SOUTH OF THE NORTH EDGE OF THE OUTCROP,
 GO0178'1.7 METERS (5.6 FT) EAST OF THE WEST EDGE OF THE OUTCROP, AND 1.1 M
 GO0178'(3.6 FT) WEST OF THE EAST EDGE OF THE OUTCROP.
 GO0178'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 GO0178'THE MARK IS 1.7 M ABOVE THE HIGHWAY.
 GO0178
 GO0178                          STATION RECOVERY (1998)
 GO0178
 GO0178'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (WAS)
 GO0178'THE STATION IS LOCATED ABOUT 66 MI (106.2 KM) NORTH OF GALLUP, 20 MI
 GO0178'(32.2 KM) SOUTH OF SHIPROCK AND 3 MI (4.8 KM) NORTH OF THE LITTLE
 GO0178'WATER STORE, IN THE US HIGHWAY 666 RIGHT OF WAY.  OWNERSHIP--NAVAJO
 GO0178'NATION, NEW MEXICO STATE HIGHWAY AND TRANSPORTATION DEPARTMENT - RIGHT
 GO0178'OF WAY, TELEPHONE 800-432-4269, 1120 CERRILLOS ROAD, SANTA FE NM
 GO0178'87504.  TO REACH THE STATION FROM THE INTERSECTION OF US HIGHWAY 666
 GO0178'AND STATE HIGHWAY 504 IN SHIPROCK, GO SOUTH ON HIGHWAY 666 FOR 20.0 MI
 GO0178'(32.2 KM) TO A SMALL HIGHWAY CUT AND THE STATION ON THE LEFT.
 GO0178'NOTE--THE STATION CAN ALSO BE REACHED FROM THE LITTLE WATER STORE,
 GO0178'JUST WEST OF HIGHWAY 666, BY GOING NORTH ON HIGHWAY 666 TO THE STATION
 GO0178'ON THE RIGHT, AT A SMALL HIGHWAY CUT.  THE STATION IS SET IN AN
 GO0178'EXPOSED 3 M (9.8 FT) BY 23 M (75.5 FT) ROCK OUTCROP.  LOCATED 50.5 M
 GO0178'(165.7 FT) WEST OF THE RIGHT OF WAY FENCE, 21.9 M (71.9 FT) EAST OF
 GO0178'THE CENTERLINE OF HIGHWAY 666, 20.1 M (65.9 FT) NORTH OF THE SOUTH
 GO0178'EDGE OF THE OUTCROP, 3.1 M (10.2 FT) SOUTH OF THE NORTH EDGE OF THE
 GO0178'OUTCROP, 1.7 M (5.6 FT) EAST OF THE WEST EDGE OF THE OUTCROP, 1.1 M
 GO0178'(3.6 FT) WEST OF THE EAST EDGE OF THE OUTCROP AND 0.3 M (1.0 FT) NORTH
 GO0178'OF A FIBERGLASS WITNESS POST.
 GO0178
 GO0178                          STATION RECOVERY (2005)
 GO0178
 GO0178'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (BHI)
 GO0178'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0435 ***********************************************************************
 FP0435  DESIGNATION -  K 435
 FP0435  PID         -  FP0435
 FP0435  STATE/COUNTY-  NM/MCKINLEY
 FP0435  USGS QUAD   -  TOHATCHI (1982)
 FP0435
 FP0435                         *CURRENT SURVEY CONTROL
 FP0435  ___________________________________________________________________
 FP0435* NAD 83(1986)-  35 50 12.     (N)    108 45 30.     (W)     SCALED    
 FP0435* NAVD 88     -      1932.564  (meters)    6340.42   (feet)  ADJUSTED  
 FP0435  ___________________________________________________________________
 FP0435  GEOID HEIGHT-         -20.71  (meters)                     GEOID03
 FP0435  DYNAMIC HT  -        1929.933 (meters)    6331.79  (feet)  COMP
 FP0435  MODELED GRAV-     979,202.9   (mgal)                       NAVD 88
 FP0435
 FP0435  VERT ORDER  -  FIRST     CLASS II
 FP0435
 FP0435.The horizontal coordinates were scaled from a topographic map and have
 FP0435.an estimated accuracy of +/- 6 seconds.
 FP0435
 FP0435.The orthometric height was determined by differential leveling
 FP0435.and adjusted by the National Geodetic Survey in June 1991..
 FP0435
 FP0435.The geoid height was determined by GEOID03.
 FP0435
 FP0435.The dynamic height is computed by dividing the NAVD 88
 FP0435.geopotential number by the normal gravity value computed on the
 FP0435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0435.degrees latitude (g = 980.6199 gals.).
 FP0435
 FP0435.The modeled gravity was interpolated from observed gravity values.
 FP0435
 FP0435;                    North         East    Units  Estimated Accuracy
 FP0435;SPC NM W     -   536,800.      746,430.      MT  (+/- 180 meters Scaled)
 FP0435
 FP0435                          SUPERSEDED SURVEY CONTROL
 FP0435
 FP0435.No superseded survey control is available for this station.
 FP0435
 FP0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYE024681(NAD 83)
 FP0435_MARKER: I = METAL ROD
 FP0435_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FP0435_SP_SET: STAINLESS STEEL ROD
 FP0435_STAMPING: K 435 1984
 FP0435_MARK LOGO: NGS   
 FP0435_PROJECTION: FLUSH
 FP0435_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FP0435_ROD/PIPE-DEPTH: 5.2  meters
 FP0435
 FP0435  HISTORY     - Date     Condition        Report By
 FP0435  HISTORY     - 1984     MONUMENTED       NGS
 FP0435
 FP0435                          STATION DESCRIPTION
 FP0435
 FP0435'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FP0435'35.5 KM (22.05 MI) NORT FROM GALLUP.
 FP0435'35.5 KM (22.05 MI) NORTHERLY ALONG U.S. HIGHWAY 666 FROM ITS JUNCTION
 FP0435'WITH INTERSTATE HIGHWAY 40 IN GALLUP, 11.3 KM (7.0 MI) NORTH OF THE
 FP0435'INTERSECTION OF COUNTY ROAD 9 LEADING EAST, 30.5 METERS (100.1 FT)
 FP0435'WEST OF THE CENTERLINE OF THE HIGHWAY, 20.5 METERS (67.3 FT)
 FP0435'SOUTH-SOUTHEAST OF UTILITY POLE NUMBER 14, 15.6 METERS (51.2 FT)
 FP0435'WEST-NORTHWEST OF THE NORTH END OF A METAL DRAINAGE PIPE, AND
 FP0435'10.3 METERS (33.8 FT) NORTH OF THE CENTER OF A CATTLE GUARD AND
 FP0435'PRIVATE DIRT ROAD LEADING WEST.  NOTE=ACCESS TO THE DATUM POINT IS
 FP0435'THROUGH A 5-INCH LOGO CAP.
 FP0435'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST AND FENCE
 FP0435'THE MARK IS 0.9 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GO0161 ***********************************************************************
 GO0161  DESIGNATION -  K 436
 GO0161  PID         -  GO0161
 GO0161  STATE/COUNTY-  NM/SAN JUAN
 GO0161  USGS QUAD   -  SHEEP SPRINGS (1966)
 GO0161
 GO0161                         *CURRENT SURVEY CONTROL
 GO0161  ___________________________________________________________________
 GO0161* NAD 83(1986)-  36 09 35.     (N)    108 42 38.     (W)     SCALED    
 GO0161* NAVD 88     -      1780.840  (meters)    5842.64   (feet)  ADJUSTED  
 GO0161  ___________________________________________________________________
 GO0161  GEOID HEIGHT-         -20.73  (meters)                     GEOID03
 GO0161  DYNAMIC HT  -        1778.517 (meters)    5835.02  (feet)  COMP
 GO0161  MODELED GRAV-     979,264.9   (mgal)                       NAVD 88
 GO0161
 GO0161  VERT ORDER  -  FIRST     CLASS II
 GO0161
 GO0161.The horizontal coordinates were scaled from a topographic map and have
 GO0161.an estimated accuracy of +/- 6 seconds.
 GO0161
 GO0161.The orthometric height was determined by differential leveling
 GO0161.and adjusted by the National Geodetic Survey in June 1991..
 GO0161
 GO0161.The geoid height was determined by GEOID03.
 GO0161
 GO0161.The dynamic height is computed by dividing the NAVD 88
 GO0161.geopotential number by the normal gravity value computed on the
 GO0161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GO0161.degrees latitude (g = 980.6199 gals.).
 GO0161
 GO0161.The modeled gravity was interpolated from observed gravity values.
 GO0161
 GO0161;                    North         East    Units  Estimated Accuracy
 GO0161;SPC NM W     -   572,600.      751,070.      MT  (+/- 180 meters Scaled)
 GO0161
 GO0161                          SUPERSEDED SURVEY CONTROL
 GO0161
 GO0161.No superseded survey control is available for this station.
 GO0161
 GO0161_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYF059040(NAD 83)
 GO0161_MARKER: I = METAL ROD
 GO0161_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 GO0161+WITH SETTING: INFORMATION.
 GO0161_SP_SET: SHALLOW SET METAL ROD
 GO0161_STAMPING: K 436 1984
 GO0161_MARK LOGO: NGS   
 GO0161_PROJECTION: FLUSH
 GO0161_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GO0161_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GO0161+SATELLITE: SATELLITE OBSERVATIONS - June 16, 2005
 GO0161_ROD/PIPE-DEPTH: 2.7  meters
 GO0161
 GO0161  HISTORY     - Date     Condition        Report By
 GO0161  HISTORY     - 1984     MONUMENTED       NGS
 GO0161  HISTORY     - 20050616 GOOD             INDIV
 GO0161
 GO0161                          STATION DESCRIPTION
 GO0161
 GO0161'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 GO0161'69.0 KM (42.8 MI) SOUTH FROM SHIPROCK.
 GO0161'69.0 KM (42.85 MI) SOUTHERLY ALONG U.S. HIGHWAY 666 FROM ITS JUNCTION
 GO0161'WITH STATE HIGHWAY 504 IN SHIPROCK, 1.7 KM (1.05 MI) NORTH OF THE
 GO0161'INTERSECTION OF STATE HIGHWAY 134, 57.9 METERS (190.0 FT) EAST OF THE
 GO0161'CENTERLINE OF THE HIGHWAY, 19.8 METERS (65.0 FT) NORTHEAST OF THE
 GO0161'CENTER OF A CATTLE GUARD AND DIRT ROAD LEADING NORTHEAST, AND
 GO0161'2.3 METERS (7.5 FT) NORTH OF A FENCE CORNER.  NOTE=REFUSAL WAS REACHED
 GO0161'AT 9.0 FEET.  ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 GO0161'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST AND FENCE
 GO0161'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 GO0161
 GO0161                          STATION RECOVERY (2005)
 GO0161
 GO0161'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (BHI)
 GO0161'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0612 ***********************************************************************
 GM0612  DESIGNATION -  K 437
 GM0612  PID         -  GM0612
 GM0612  STATE/COUNTY-  NM/TAOS
 GM0612  USGS QUAD   -  TAOS JUNCTION (1995)
 GM0612
 GM0612                         *CURRENT SURVEY CONTROL
 GM0612  ___________________________________________________________________
 GM0612* NAD 83(1986)-  36 19 58.     (N)    105 59 34.     (W)     SCALED    
 GM0612* NAVD 88     -      1981.498  (meters)    6500.96   (feet)  ADJUSTED  
 GM0612  ___________________________________________________________________
 GM0612  GEOID HEIGHT-         -18.29  (meters)                     GEOID03
 GM0612  DYNAMIC HT  -        1978.844 (meters)    6492.26  (feet)  COMP
 GM0612  MODELED GRAV-     979,222.7   (mgal)                       NAVD 88
 GM0612
 GM0612  VERT ORDER  -  FIRST     CLASS II
 GM0612
 GM0612.The horizontal coordinates were scaled from a topographic map and have
 GM0612.an estimated accuracy of +/- 6 seconds.
 GM0612
 GM0612.The orthometric height was determined by differential leveling
 GM0612.and adjusted by the National Geodetic Survey in June 1991..
 GM0612
 GM0612.The geoid height was determined by GEOID03.
 GM0612
 GM0612.The dynamic height is computed by dividing the NAVD 88
 GM0612.geopotential number by the normal gravity value computed on the
 GM0612.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GM0612.degrees latitude (g = 980.6199 gals.).
 GM0612
 GM0612.The modeled gravity was interpolated from observed gravity values.
 GM0612
 GM0612;                    North         East    Units  Estimated Accuracy
 GM0612;SPC NM C     -   591,470.      523,090.      MT  (+/- 180 meters Scaled)
 GM0612
 GM0612                          SUPERSEDED SURVEY CONTROL
 GM0612
 GM0612.No superseded survey control is available for this station.
 GM0612
 GM0612_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDA108213(NAD 83)
 GM0612_MARKER: I = METAL ROD
 GM0612_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GM0612_SP_SET: STAINLESS STEEL ROD
 GM0612_STAMPING: K 437 1984
 GM0612_MARK LOGO: NGS   
 GM0612_PROJECTION: FLUSH
 GM0612_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GM0612_ROD/PIPE-DEPTH: 10.1 meters
 GM0612
 GM0612  HISTORY     - Date     Condition        Report By
 GM0612  HISTORY     - 1984     MONUMENTED       NGS
 GM0612
 GM0612                          STATION DESCRIPTION
 GM0612
 GM0612'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 GM0612'10.6 KM (6.6 MI) SOUTH FROM TAOS JUNCTION.
 GM0612'10.6 KM (6.6 MI) SOUTHERLY ALONG U.S. HIGHWAY 285 FROM ITS JUNCTION
 GM0612'WITH STATE HIGHWAY 96 IN TAOS JUNCTION, 0.1 KM (0.05 MI) WEST OF
 GM0612'MILEPOST 357, 30.7 M (100.7 FT) NORTH OF THE CENTERLINE OF THE
 GM0612'HIGHWAY, 29.8 M (97.8 FT) NORTHEAST OF THE EAST END OF A GUARD RAIL,
 GM0612'AND 3.0 M (9.8 FT) WEST OF THE CENTER OF A DIRT ROAD LEADING NORTH.
 GM0612'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 GM0612'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST AND FENCE
 GM0612'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0880 ***********************************************************************
 FO0880  DESIGNATION -  K 438
 FO0880  PID         -  FO0880
 FO0880  STATE/COUNTY-  NM/SANDOVAL
 FO0880  USGS QUAD   -  BERNALILLO (1990)
 FO0880
 FO0880                         *CURRENT SURVEY CONTROL
 FO0880  ___________________________________________________________________
 FO0880* NAD 83(1986)-  35 20 04.     (N)    106 31 36.     (W)     SCALED    
 FO0880* NAVD 88     -      1553.034  (meters)    5095.25   (feet)  ADJUSTED  
 FO0880  ___________________________________________________________________
 FO0880  GEOID HEIGHT-         -20.76  (meters)                     GEOID03
 FO0880  DYNAMIC HT  -        1550.944 (meters)    5088.39  (feet)  COMP
 FO0880  MODELED GRAV-     979,234.1   (mgal)                       NAVD 88
 FO0880
 FO0880  VERT ORDER  -  FIRST     CLASS II
 FO0880
 FO0880.The horizontal coordinates were scaled from a topographic map and have
 FO0880.an estimated accuracy of +/- 6 seconds.
 FO0880
 FO0880.The orthometric height was determined by differential leveling
 FO0880.and adjusted by the National Geodetic Survey in June 1991..
 FO0880
 FO0880.The geoid height was determined by GEOID03.
 FO0880
 FO0880.The dynamic height is computed by dividing the NAVD 88
 FO0880.geopotential number by the normal gravity value computed on the
 FO0880.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0880.degrees latitude (g = 980.6199 gals.).
 FO0880
 FO0880.The modeled gravity was interpolated from observed gravity values.
 FO0880
 FO0880;                    North         East    Units  Estimated Accuracy
 FO0880;SPC NM C     -   480,710.      474,850.      MT  (+/- 180 meters Scaled)
 FO0880
 FO0880                          SUPERSEDED SURVEY CONTROL
 FO0880
 FO0880.No superseded survey control is available for this station.
 FO0880
 FO0880_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV612112(NAD 83)
 FO0880_MARKER: I = METAL ROD
 FO0880_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FO0880_SP_SET: STAINLESS STEEL ROD
 FO0880_STAMPING: K 438 1984
 FO0880_MARK LOGO: NGS   
 FO0880_PROJECTION: FLUSH
 FO0880_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FO0880_ROD/PIPE-DEPTH: 20.4 meters
 FO0880
 FO0880  HISTORY     - Date     Condition        Report By
 FO0880  HISTORY     - 1984     MONUMENTED       NGS
 FO0880
 FO0880                          STATION DESCRIPTION
 FO0880
 FO0880'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FO0880'2.2 KM (1.4 MI) NE FROM BERNALILLO.
 FO0880'2.2 KM (1.35 MI) NORTHEAST ALONG THE ATCHISON TOPEKA AND SANTA FE
 FO0880'RAILROAD FROM ITS JUNCTION WITH STATE HIGHWAY 44 IN BERNALILLO, 17.6 M
 FO0880'(57.7 FT) EAST-SOUTHEAST OF THE CENTERLINE OF U.S. HIGHWAY 85, 14.6 M
 FO0880'(47.9 FT) WEST-NORTHWEST OF THE NEAR RAIL, 13.9 M (45.6 FT) WEST OF
 FO0880'THE SOUTHWEST CORNER OF A RAILROAD BRIDGE, AND 2.6 M (8.5 FT)
 FO0880'SOUTH-SOUTHWEST OF A FENCE CORNER.  NOTE=ACCESS TO THE DATUM POINT IS
 FO0880'THROUGH A 5-INCH LOGO CAP.
 FO0880'THE MARK IS 0.4 METERS  WNW FROM  A WITNESS POST AND FENCE
 FO0880'THE MARK IS 1.3 M ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0415 ***********************************************************************
 FN0415  DESIGNATION -  K 439
 FN0415  PID         -  FN0415
 FN0415  STATE/COUNTY-  NM/SANTA FE
 FN0415  USGS QUAD   -  TESUQUE (1993)
 FN0415
 FN0415                         *CURRENT SURVEY CONTROL
 FN0415  ___________________________________________________________________
 FN0415* NAD 83(1986)-  35 45 06.     (N)    105 56 18.     (W)     SCALED    
 FN0415* NAVD 88     -      2119.456  (meters)    6953.58   (feet)  ADJUSTED  
 FN0415  ___________________________________________________________________
 FN0415  GEOID HEIGHT-         -18.27  (meters)                     GEOID03
 FN0415  DYNAMIC HT  -        2116.531 (meters)    6943.99  (feet)  COMP
 FN0415  MODELED GRAV-     979,176.5   (mgal)                       NAVD 88
 FN0415
 FN0415  VERT ORDER  -  FIRST     CLASS II
 FN0415
 FN0415.The horizontal coordinates were scaled from a topographic map and have
 FN0415.an estimated accuracy of +/- 6 seconds.
 FN0415
 FN0415.The orthometric height was determined by differential leveling
 FN0415.and adjusted by the National Geodetic Survey in June 1991..
 FN0415
 FN0415.The geoid height was determined by GEOID03.
 FN0415
 FN0415.The dynamic height is computed by dividing the NAVD 88
 FN0415.geopotential number by the normal gravity value computed on the
 FN0415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FN0415.degrees latitude (g = 980.6199 gals.).
 FN0415
 FN0415.The modeled gravity was interpolated from observed gravity values.
 FN0415
 FN0415;                    North         East    Units  Estimated Accuracy
 FN0415;SPC NM C     -   527,010.      528,190.      MT  (+/- 180 meters Scaled)
 FN0415
 FN0415                          SUPERSEDED SURVEY CONTROL
 FN0415
 FN0415.No superseded survey control is available for this station.
 FN0415
 FN0415_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV151568(NAD 83)
 FN0415_MARKER: I = METAL ROD
 FN0415_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 FN0415+WITH SETTING: INFORMATION.
 FN0415_SP_SET: SHALLOW-SET METAL ROD
 FN0415_STAMPING: K 439 1984
 FN0415_MARK LOGO: NGS   
 FN0415_PROJECTION: FLUSH
 FN0415_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FN0415_ROD/PIPE-DEPTH: 1.5  meters
 FN0415
 FN0415  HISTORY     - Date     Condition        Report By
 FN0415  HISTORY     - 1984     MONUMENTED       NGS
 FN0415  HISTORY     - 20060722 MARK NOT FOUND   GEOCAC
 FN0415
 FN0415                          STATION DESCRIPTION
 FN0415
 FN0415'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FN0415'8.9 KM (5.55 MI) NORTH FROM SANTA FE.
 FN0415'8.9 KM (5.55 MI) NORTHERLY ALONG U.S. HIGHWAY 285 (ST. FRANCIS DRIVE)
 FN0415'FROM ITS JUNCTION WITH STATE HIGHWAY 85 (CERRILLOS ROAD) IN SANTA FE,
 FN0415'1.2 KM (0.75 MI) NORTH OF A JUNCTION OF STATE HIGHWAY 22, 15.7 M
 FN0415'(51.5 FT) NORTH OF THE CENTER OF THE EAST END OF A DRAINAGE PIPE, AND
 FN0415'14.5 M (47.6 FT) EAST OF THE CENTERLINE OF THE NORTH BOUND LANES OF
 FN0415'THE HIGHWAY.  NOTE=REFUSAL WAS REACHED AT 5.0 FT.  ACCESS TO THE DATUM
 FN0415'POINT IS THROUGH A 5-INCH LOGO CAP.
 FN0415'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 FN0415'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 FN0415
 FN0415                          STATION RECOVERY (2006)
 FN0415
 FN0415'RECOVERY NOTE BY GEOCACHING 2006 (BMC)
 FN0415'THE HILLSIDE AND ROADSIDE HAVE BEEN REGRADED, CHIPPED AND PLANTED.
 FN0415'THE DRAINAGE PIPES HAVE BEEN REPLACED.  THERE WAS NO SIGN OF THE METAL
 FN0415'ROD AFTER SEARCHING 0.5 MAN HOURS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0145 ***********************************************************************
 ER0145  DESIGNATION -  K 44
 ER0145  PID         -  ER0145
 ER0145  STATE/COUNTY-  NM/CIBOLA
 ER0145  USGS QUAD   -  FENCE LAKE SW (1972)
 ER0145
 ER0145                         *CURRENT SURVEY CONTROL
 ER0145  ___________________________________________________________________
 ER0145* NAD 83(1986)-  34 36 53.     (N)    108 37 38.     (W)     SCALED    
 ER0145* NAVD 88     -      2094.802  (meters)    6872.70   (feet)  ADJUSTED  
 ER0145  ___________________________________________________________________
 ER0145  GEOID HEIGHT-         -21.60  (meters)                     GEOID03
 ER0145  DYNAMIC HT  -        2091.684 (meters)    6862.47  (feet)  COMP
 ER0145  MODELED GRAV-     979,071.7   (mgal)                       NAVD 88
 ER0145
 ER0145  VERT ORDER  -  SECOND    CLASS 0
 ER0145
 ER0145.The horizontal coordinates were scaled from a topographic map and have
 ER0145.an estimated accuracy of +/- 6 seconds.
 ER0145
 ER0145.The orthometric height was determined by differential leveling
 ER0145.and adjusted by the National Geodetic Survey in June 1991..
 ER0145
 ER0145.The geoid height was determined by GEOID03.
 ER0145
 ER0145.The dynamic height is computed by dividing the NAVD 88
 ER0145.geopotential number by the normal gravity value computed on the
 ER0145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0145.degrees latitude (g = 980.6199 gals.).
 ER0145
 ER0145.The modeled gravity was interpolated from observed gravity values.
 ER0145
 ER0145;                    North         East    Units  Estimated Accuracy
 ER0145;SPC NM W     -   401,130.      757,200.      MT  (+/- 180 meters Scaled)
 ER0145
 ER0145                          SUPERSEDED SURVEY CONTROL
 ER0145
 ER0145  NGVD 29 (??/??/92) 2093.839  (m)         6869.54   (f) ADJ UNCH    2 0
 ER0145
 ER0145.Superseded values are not recommended for survey control.
 ER0145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0145.See file dsdata.txt to determine how the superseded data were derived.
 ER0145
 ER0145_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYD175328(NAD 83)
 ER0145_MARKER: DB = BENCH MARK DISK
 ER0145_SETTING: 66 = SET IN ROCK OUTCROP
 ER0145_SP_SET: SANDSTONE ROCK
 ER0145_STAMPING: K 44 1934
 ER0145_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ER0145+STABILITY: POSITION/ELEVATION WELL
 ER0145
 ER0145  HISTORY     - Date     Condition        Report By
 ER0145  HISTORY     - 1934     MONUMENTED       CGS
 ER0145  HISTORY     - 1972     GOOD             NGS
 ER0145
 ER0145                          STATION DESCRIPTION
 ER0145
 ER0145'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ER0145'10.8 MI S FROM ATARQUE.
 ER0145'10.8 MI. S. ALONG SALT LAKE AND QUEMADO ROAD.  1.8 MILE SOUTH OF SOUTH
 ER0145'END OF FENCE LAKE, 49 FEET WEST OF CENTER LINE OF WASH, 7 FEET WEST OF
 ER0145'CENTER LINE OF ROAD AND ON GRAY, FLAT TOPPED, SANDSTONE ROCK.
 ER0145
 ER0145                          STATION RECOVERY (1972)
 ER0145
 ER0145'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 ER0145'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0400 ***********************************************************************
 GN0400  DESIGNATION -  K 440
 GN0400  PID         -  GN0400
 GN0400  STATE/COUNTY-  NM/RIO ARRIBA
 GN0400  USGS QUAD   -  SAN JUAN PUEBLO (1977)
 GN0400
 GN0400                         *CURRENT SURVEY CONTROL
 GN0400  ___________________________________________________________________
 GN0400* NAD 83(1986)-  36 04 05.     (N)    106 07 22.     (W)     SCALED    
 GN0400* NAVD 88     -      1741.118  (meters)    5712.32   (feet)  ADJUSTED  
 GN0400  ___________________________________________________________________
 GN0400  GEOID HEIGHT-         -19.12  (meters)                     GEOID03
 GN0400  DYNAMIC HT  -        1738.788 (meters)    5704.67  (feet)  COMP
 GN0400  MODELED GRAV-     979,233.3   (mgal)                       NAVD 88
 GN0400
 GN0400  VERT ORDER  -  FIRST     CLASS II
 GN0400
 GN0400.The horizontal coordinates were scaled from a topographic map and have
 GN0400.an estimated accuracy of +/- 6 seconds.
 GN0400
 GN0400.The orthometric height was determined by differential leveling
 GN0400.and adjusted by the National Geodetic Survey in June 1991..
 GN0400
 GN0400.The geoid height was determined by GEOID03.
 GN0400
 GN0400.The dynamic height is computed by dividing the NAVD 88
 GN0400.geopotential number by the normal gravity value computed on the
 GN0400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GN0400.degrees latitude (g = 980.6199 gals.).
 GN0400
 GN0400.The modeled gravity was interpolated from observed gravity values.
 GN0400
 GN0400;                    North         East    Units  Estimated Accuracy
 GN0400;SPC NM C     -   562,070.      511,460.      MT  (+/- 180 meters Scaled)
 GN0400
 GN0400                          SUPERSEDED SURVEY CONTROL
 GN0400
 GN0400.No superseded survey control is available for this station.
 GN0400
 GN0400_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV988920(NAD 83)
 GN0400_MARKER: I = METAL ROD
 GN0400_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GN0400_SP_SET: STAINLESS STEEL ROD
 GN0400_STAMPING: K 440 1984
 GN0400_MARK LOGO: NGS   
 GN0400_PROJECTION: FLUSH
 GN0400_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GN0400_ROD/PIPE-DEPTH: 15.9 meters
 GN0400
 GN0400  HISTORY     - Date     Condition        Report By
 GN0400  HISTORY     - 1984     MONUMENTED       NGS
 GN0400  HISTORY     - 20060226 GOOD             GEOCAC
 GN0400
 GN0400                          STATION DESCRIPTION
 GN0400
 GN0400'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 GN0400'10.7 KM (6.65 MI) NORTH FROM ESPANOLA.
 GN0400'10.7 KM (6.65 MI) NORTHERLY ALONG U.S. HIGHWAY 68 FROM ITS JUNCTION
 GN0400'WITH STATE HIGHWAY 68 IN ESPANOLA, 0.5 KM (0.3 MI) SOUTH OF THE
 GN0400'JUNCTION OF STATE HIGHWAY 84, 31.7 M (104.0 FT) SOUTHWEST OF THE
 GN0400'CENTERLINE OF THE HIGHWAY, 15.2 M (49.9 FT) SOUTHWEST OF THE CENTER OF
 GN0400'A FRONTAGE ROAD, 6.6 M (21.7 FT) SOUTH-SOUTHEAST OF UTILITY POLE
 GN0400'NUMBER REA CO-OP 64, AND 6.0 M (19.7 FT) NORTHWEST OF THE CENTER OF A
 GN0400'GATE AND FIELD ENTRANCE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A
 GN0400'5-INCH LOGO CAP.
 GN0400'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST AND FENCE
 GN0400'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 GN0400
 GN0400                          STATION RECOVERY (2006)
 GN0400
 GN0400'RECOVERY NOTE BY GEOCACHING 2006 (BMC)
 GN0400'THE STATION IS 2 METERS BELOW THE HIGHWAY, IN AN 18 IN. DEEP HOLE.
 GN0400'HANDHELD COORDINATES ARE
 GN0400'36 04.084N
 GN0400'106 07.367W
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0592 ***********************************************************************
 GM0592  DESIGNATION -  K 441
 GM0592  PID         -  GM0592
 GM0592  STATE/COUNTY-  NM/TAOS
 GM0592  USGS QUAD   -  TRES PIEDRAS (1963)
 GM0592
 GM0592                         *CURRENT SURVEY CONTROL
 GM0592  ___________________________________________________________________
 GM0592* NAD 83(1986)-  36 40 18.     (N)    105 58 13.     (W)     SCALED    
 GM0592* NAVD 88     -      2478.631  (meters)    8131.98   (feet)  ADJUSTED  
 GM0592  ___________________________________________________________________
 GM0592  GEOID HEIGHT-         -17.01  (meters)                     GEOID03
 GM0592  DYNAMIC HT  -        2475.169 (meters)    8120.62  (feet)  COMP
 GM0592  MODELED GRAV-     979,145.3   (mgal)                       NAVD 88
 GM0592
 GM0592  VERT ORDER  -  FIRST     CLASS II
 GM0592
 GM0592.The horizontal coordinates were scaled from a topographic map and have
 GM0592.an estimated accuracy of +/- 6 seconds.
 GM0592
 GM0592.The orthometric height was determined by differential leveling
 GM0592.and adjusted by the National Geodetic Survey in June 1991..
 GM0592
 GM0592.The geoid height was determined by GEOID03.
 GM0592
 GM0592.The dynamic height is computed by dividing the NAVD 88
 GM0592.geopotential number by the normal gravity value computed on the
 GM0592.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GM0592.degrees latitude (g = 980.6199 gals.).
 GM0592
 GM0592.The modeled gravity was interpolated from observed gravity values.
 GM0592
 GM0592;                    North         East    Units  Estimated Accuracy
 GM0592;SPC NM C     -   629,070.      525,000.      MT  (+/- 180 meters Scaled)
 GM0592
 GM0592                          SUPERSEDED SURVEY CONTROL
 GM0592
 GM0592.No superseded survey control is available for this station.
 GM0592
 GM0592_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDA132588(NAD 83)
 GM0592_MARKER: I = METAL ROD
 GM0592_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 GM0592+WITH SETTING: INFORMATION.
 GM0592_SP_SET: SHALLOW-SET METAL ROD
 GM0592_STAMPING: K 441 1984
 GM0592_MARK LOGO: NGS   
 GM0592_PROJECTION: FLUSH
 GM0592_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GM0592_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GM0592+SATELLITE: SATELLITE OBSERVATIONS - September 25, 2004
 GM0592_ROD/PIPE-DEPTH: 1.2  meters
 GM0592
 GM0592  HISTORY     - Date     Condition        Report By
 GM0592  HISTORY     - 1984     MONUMENTED       NGS
 GM0592  HISTORY     - 20040925 GOOD             GEOCAC
 GM0592
 GM0592                          STATION DESCRIPTION
 GM0592
 GM0592'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 GM0592'3.0 KM (1.85 MI) NORTH FROM TRES PIEDRAS.
 GM0592'3.0 KM (1.85 MI) NORTHERLY ALONG U.S. HIGHWAY 285 FROM ITS JUNCTION
 GM0592'WITH U.S. HIGHWAY 64 IN TRES PIEDRAS, 0.3 KM (0.2 MI) SOUTH OF
 GM0592'MILEPOST 386, AND 30.5 M (100.1 FT) EAST OF THE CENTERLINE OF THE
 GM0592'HIGHWAY.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 GM0592'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST AND FENCE
 GM0592'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 GM0592
 GM0592                          STATION RECOVERY (2004)
 GM0592
 GM0592'RECOVERY NOTE BY GEOCACHING 2004 (TWS)
 GM0592'RECOVERED IN GOOD CONDITION BUT FULL OF SAND. HANDHELD GPS COORDINATES
 GM0592'N36 40 19.7, W105 58 11.9.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1422 ***********************************************************************
 CX1422  DESIGNATION -  K 443
 CX1422  PID         -  CX1422
 CX1422  STATE/COUNTY-  NM/DONA ANA
 CX1422  USGS QUAD   -  WHITE SANDS (1955)
 CX1422
 CX1422                         *CURRENT SURVEY CONTROL
 CX1422  ___________________________________________________________________
 CX1422* NAD 83(1986)-  32 27 36.     (N)    106 25 14.     (W)     SCALED    
 CX1422* NAVD 88     -      1202.053  (meters)    3943.74   (feet)  ADJUSTED  
 CX1422  ___________________________________________________________________
 CX1422  GEOID HEIGHT-         -23.61  (meters)                     GEOID03
 CX1422  DYNAMIC HT  -        1200.257 (meters)    3937.84  (feet)  COMP
 CX1422  MODELED GRAV-     979,104.1   (mgal)                       NAVD 88
 CX1422
 CX1422  VERT ORDER  -  FIRST     CLASS I
 CX1422
 CX1422.The horizontal coordinates were scaled from a topographic map and have
 CX1422.an estimated accuracy of +/- 6 seconds.
 CX1422
 CX1422.The orthometric height was determined by differential leveling
 CX1422.and adjusted by the National Geodetic Survey in June 1991..
 CX1422
 CX1422.The geoid height was determined by GEOID03.
 CX1422
 CX1422.The dynamic height is computed by dividing the NAVD 88
 CX1422.geopotential number by the normal gravity value computed on the
 CX1422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX1422.degrees latitude (g = 980.6199 gals.).
 CX1422
 CX1422.The modeled gravity was interpolated from observed gravity values.
 CX1422
 CX1422;                    North         East    Units  Estimated Accuracy
 CX1422;SPC NM C     -   161,890.      483,970.      MT  (+/- 180 meters Scaled)
 CX1422
 CX1422                          SUPERSEDED SURVEY CONTROL
 CX1422
 CX1422.No superseded survey control is available for this station.
 CX1422
 CX1422_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR664923(NAD 83)
 CX1422_MARKER: I = METAL ROD
 CX1422_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CX1422_SP_SET: STAINLESS STEEL ROD
 CX1422_STAMPING: K 443 1986
 CX1422_MARK LOGO: NGS   
 CX1422_PROJECTION: FLUSH
 CX1422_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CX1422_ROD/PIPE-DEPTH: 12.2 meters
 CX1422
 CX1422  HISTORY     - Date     Condition        Report By
 CX1422  HISTORY     - 1986     MONUMENTED       NGS
 CX1422
 CX1422                          STATION DESCRIPTION
 CX1422
 CX1422'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 CX1422'11.9 KM (7.4 MI) NE FROM WHITE SANDS MISSILE RANGE.
 CX1422'5.3 KM (3.3 MI) NORTHEAST OF THE INTERSECTION OF US HIGHWAY 70 AND
 CX1422'WSMR ROUTE 1, THE ROAD TO WHITE SANDS MISSILE RANGE HEADQUARTERS,
 CX1422'85.2 METERS (280 FT) SOUTHEAST OF THE SOUTHERN RIGHT-OF-WAY FENCE,
 CX1422'57.0 METERS (187 FT) EAST-NORTHEAST OF THE CENTER POLE OF A THREE-POLE
 CX1422'POWER LINE NUMBER 23-3 AND 31.7 METERS (104 FT) SOUTHEAST OF THE
 CX1422'CENTER OF A DIRT ROAD.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 CX1422'5-INCH LOGO CAP.
 CX1422'THE MARK IS 1.4 METERS  SW FROM  A WITNESS POST
 CX1422'THE MARK IS 1.2 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0089 ***********************************************************************
 ER0089  DESIGNATION -  K 45
 ER0089  PID         -  ER0089
 ER0089  STATE/COUNTY-  NM/CATRON
 ER0089  USGS QUAD   -  TEJANA MESA SW (1972)
 ER0089
 ER0089                         *CURRENT SURVEY CONTROL
 ER0089  ___________________________________________________________________
 ER0089* NAD 83(1986)-  34 15 46.     (N)    108 38 04.     (W)     SCALED    
 ER0089* NAVD 88     -      2250.827  (meters)    7384.59   (feet)  ADJUSTED  
 ER0089  ___________________________________________________________________
 ER0089  GEOID HEIGHT-         -21.65  (meters)                     GEOID03
 ER0089  DYNAMIC HT  -        2247.341 (meters)    7373.15  (feet)  COMP
 ER0089  MODELED GRAV-     979,005.7   (mgal)                       NAVD 88
 ER0089
 ER0089  VERT ORDER  -  SECOND    CLASS 0
 ER0089
 ER0089.The horizontal coordinates were scaled from a topographic map and have
 ER0089.an estimated accuracy of +/- 6 seconds.
 ER0089
 ER0089.The orthometric height was determined by differential leveling
 ER0089.and adjusted by the National Geodetic Survey in June 1991..
 ER0089
 ER0089.The geoid height was determined by GEOID03.
 ER0089
 ER0089.The dynamic height is computed by dividing the NAVD 88
 ER0089.geopotential number by the normal gravity value computed on the
 ER0089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0089.degrees latitude (g = 980.6199 gals.).
 ER0089
 ER0089.The modeled gravity was interpolated from observed gravity values.
 ER0089
 ER0089;                    North         East    Units  Estimated Accuracy
 ER0089;SPC NM W     -   362,100.      756,220.      MT  (+/- 180 meters Scaled)
 ER0089
 ER0089                          SUPERSEDED SURVEY CONTROL
 ER0089
 ER0089  NGVD 29 (??/??/92) 2249.844  (m)         7381.36   (f) ADJ UNCH    2 0
 ER0089
 ER0089.Superseded values are not recommended for survey control.
 ER0089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0089.See file dsdata.txt to determine how the superseded data were derived.
 ER0089
 ER0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYC178938(NAD 83)
 ER0089_MARKER: DB = BENCH MARK DISK
 ER0089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ER0089_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ER0089_STAMPING: K 45 1934
 ER0089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0089+STABILITY: SURFACE MOTION
 ER0089
 ER0089  HISTORY     - Date     Condition        Report By
 ER0089  HISTORY     - 1934     MONUMENTED       CGS
 ER0089  HISTORY     - 1972     MARK NOT FOUND   NGS
 ER0089
 ER0089                          STATION DESCRIPTION
 ER0089
 ER0089'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ER0089'10.4 MI W FROM QUEMADO.
 ER0089'10.4 MILES WEST ALONG QUEMADO APACHE CREEK HWY.  ON QUEMADO APACHE
 ER0089'CREEK HWY., 0.9 MILES SOUTH OF INTERSECTION WITH U.S. HWY. 60, AND 21
 ER0089'FT. EAST OF CENTER LINE OF HWY.
 ER0089
 ER0089                          STATION RECOVERY (1972)
 ER0089
 ER0089'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 ER0089'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0155 ***********************************************************************
 ER0155  DESIGNATION -  K 46
 ER0155  PID         -  ER0155
 ER0155  STATE/COUNTY-  NM/CIBOLA
 ER0155  USGS QUAD   -  MESITA DE YESO (1972)
 ER0155
 ER0155                         *CURRENT SURVEY CONTROL
 ER0155  ___________________________________________________________________
 ER0155* NAD 83(1986)-  34 48 33.     (N)    108 40 50.     (W)     SCALED    
 ER0155* NAVD 88     -      2096.218  (meters)    6877.34   (feet)  ADJUSTED  
 ER0155  ___________________________________________________________________
 ER0155  GEOID HEIGHT-         -21.74  (meters)                     GEOID03
 ER0155  DYNAMIC HT  -        2093.098 (meters)    6867.11  (feet)  COMP
 ER0155  MODELED GRAV-     979,071.5   (mgal)                       NAVD 88
 ER0155
 ER0155  VERT ORDER  -  SECOND    CLASS 0
 ER0155
 ER0155.The horizontal coordinates were scaled from a topographic map and have
 ER0155.an estimated accuracy of +/- 6 seconds.
 ER0155
 ER0155.The orthometric height was determined by differential leveling
 ER0155.and adjusted by the National Geodetic Survey in June 1991..
 ER0155
 ER0155.The geoid height was determined by GEOID03.
 ER0155
 ER0155.The dynamic height is computed by dividing the NAVD 88
 ER0155.geopotential number by the normal gravity value computed on the
 ER0155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0155.degrees latitude (g = 980.6199 gals.).
 ER0155
 ER0155.The modeled gravity was interpolated from observed gravity values.
 ER0155
 ER0155;                    North         East    Units  Estimated Accuracy
 ER0155;SPC NM W     -   422,740.      752,490.      MT  (+/- 180 meters Scaled)
 ER0155
 ER0155                          SUPERSEDED SURVEY CONTROL
 ER0155
 ER0155  NGVD 29 (??/??/92) 2095.220  (m)         6874.07   (f) ADJ UNCH    2 0
 ER0155
 ER0155.Superseded values are not recommended for survey control.
 ER0155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0155.See file dsdata.txt to determine how the superseded data were derived.
 ER0155
 ER0155_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYD121543(NAD 83)
 ER0155_MARKER: DB = BENCH MARK DISK
 ER0155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ER0155_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ER0155_STAMPING: K 46 1934
 ER0155_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0155+STABILITY: SURFACE MOTION
 ER0155
 ER0155  HISTORY     - Date     Condition        Report By
 ER0155  HISTORY     - 1934     MONUMENTED       CGS
 ER0155  HISTORY     - 1972     MARK NOT FOUND   NGS
 ER0155  HISTORY     - 1972     MARK NOT FOUND   USGS
 ER0155
 ER0155                          STATION DESCRIPTION
 ER0155
 ER0155'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ER0155'6.8 MI NE FROM ATARQUE.
 ER0155'6.8 MI. N.E. ON ROAD TO GRANTS ON SMALL KNOLL AND 14 FEET SOUTH OF
 ER0155'CENTER LINE OF ROAD.
 ER0155
 ER0155                          STATION RECOVERY (1972)
 ER0155
 ER0155'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 ER0155'MARK NOT FOUND.
 ER0155
 ER0155                          STATION RECOVERY (1972)
 ER0155
 ER0155'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 ER0155'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0357 ***********************************************************************
 DS0357  DESIGNATION -  K 48 RM 1
 DS0357  PID         -  DS0357
 DS0357  STATE/COUNTY-  NM/SIERRA
 DS0357  USGS QUAD   -  LUMLEY LAKE (1982)
 DS0357
 DS0357                         *CURRENT SURVEY CONTROL
 DS0357  ___________________________________________________________________
 DS0357* NAD 83(1986)-  33 07 07.     (N)    106 25 01.     (W)     SCALED    
 DS0357* NAVD 88     -      1213.440  (meters)    3981.09   (feet)  ADJUSTED  
 DS0357  ___________________________________________________________________
 DS0357  GEOID HEIGHT-         -23.13  (meters)                     GEOID03
 DS0357  DYNAMIC HT  -        1211.679 (meters)    3975.32  (feet)  COMP
 DS0357  MODELED GRAV-     979,145.3   (mgal)                       NAVD 88
 DS0357
 DS0357  VERT ORDER  -  SECOND    CLASS 0
 DS0357
 DS0357.The horizontal coordinates were scaled from a topographic map and have
 DS0357.an estimated accuracy of +/- 6 seconds.
 DS0357
 DS0357.The orthometric height was determined by differential leveling
 DS0357.and adjusted by the National Geodetic Survey in June 1991..
 DS0357
 DS0357.The geoid height was determined by GEOID03.
 DS0357
 DS0357.The dynamic height is computed by dividing the NAVD 88
 DS0357.geopotential number by the normal gravity value computed on the
 DS0357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0357.degrees latitude (g = 980.6199 gals.).
 DS0357
 DS0357.The modeled gravity was interpolated from observed gravity values.
 DS0357
 DS0357;                    North         East    Units  Estimated Accuracy
 DS0357;SPC NM W     -   235,800.      962,180.      MT  (+/- 180 meters Scaled)
 DS0357
 DS0357                          SUPERSEDED SURVEY CONTROL
 DS0357
 DS0357  NGVD 29 (??/??/92) 1212.815  (m)         3979.04   (f) ADJ UNCH    2 0
 DS0357
 DS0357.Superseded values are not recommended for survey control.
 DS0357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0357.See file dsdata.txt to determine how the superseded data were derived.
 DS0357
 DS0357_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS678653(NAD 83)
 DS0357_MARKER: DD = SURVEY DISK
 DS0357_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0357_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0357_STAMPING: K 48 RM 1
 DS0357_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0357+STABILITY: SURFACE MOTION
 DS0357
 DS0357  HISTORY     - Date     Condition        Report By
 DS0357  HISTORY     - UNK      MONUMENTED       WSMR
 DS0357  HISTORY     - 1964     GOOD             NGS
 DS0357
 DS0357                          STATION DESCRIPTION
 DS0357
 DS0357'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 DS0357'23.2 MI W FROM TULAROSA.
 DS0357'TO REACH FROM THE POST OFFICE IN TULAROSA, GO WEST ON HIGHWAY 52 FOR 8
 DS0357'MILES TO THE JUNCTION WITH WSMR 9, CONTINUE WEST ON HIGHWAY 52 FOR
 DS0357'15.2 MILES TO THE REFERENCE MARK ON THE RIGHT, NORTH OF THE HIGHWAY.
 DS0357'THE REFERENCE MARK IS A STANDARD WSPG DISK SET IN A 6 INCH CONCRETE
 DS0357'CYLINDER, 78 FEET NORTH OF THE CENTER OF HIGHWAY 52, 2 FEET EAST OF A
 DS0357'METAL WITNESS POST.  IT IS STAMPED K 48 RM 1 AND IS FLUSH WITH THE
 DS0357'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS1475 ***********************************************************************
 DS1475  DESIGNATION -  K 49 RESET
 DS1475  PID         -  DS1475
 DS1475  STATE/COUNTY-  NM/SOCORRO
 DS1475  USGS QUAD   -  SAN ANTONIO (1981)
 DS1475
 DS1475                         *CURRENT SURVEY CONTROL
 DS1475  ___________________________________________________________________
 DS1475* NAD 83(1986)-  33 54 36.     (N)    106 48 17.     (W)     SCALED    
 DS1475* NAVD 88     -      1427.68   (+/-2cm)    4684.0    (feet)  VERTCON   
 DS1475  ___________________________________________________________________
 DS1475  GEOID HEIGHT-         -22.36  (meters)                     GEOID03
 DS1475
 DS1475  VERT ORDER  -  THIRD (See Below)
 DS1475
 DS1475.The horizontal coordinates were scaled from a topographic map and have
 DS1475.an estimated accuracy of +/- 6 seconds.
 DS1475
 DS1475.The NAVD 88 height was computed by applying the VERTCON shift value to
 DS1475.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DS1475.The vertical order pertains to the NGVD 29 superseded value.
 DS1475
 DS1475.The geoid height was determined by GEOID03.
 DS1475
 DS1475;                    North         East    Units  Estimated Accuracy
 DS1475;SPC NM C     -   322,810.      448,700.      MT  (+/- 180 meters Scaled)
 DS1475
 DS1475                          SUPERSEDED SURVEY CONTROL
 DS1475
 DS1475  NGVD 29 (06/15/00) 1427.00   (m)         4681.7    (f) RESET       3  
 DS1475
 DS1475.Superseded values are not recommended for survey control.
 DS1475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS1475.See file dsdata.txt to determine how the superseded data were derived.
 DS1475
 DS1475_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT331536(NAD 83)
 DS1475_MARKER: DV = VERTICAL CONTROL DISK
 DS1475_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS1475_SP_SET: CONCRETE POST
 DS1475_STAMPING: K 49 RESET 1984
 DS1475_MARK LOGO: NGS   
 DS1475_MAGNETIC: N = NO MAGNETIC MATERIAL
 DS1475_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS1475+STABILITY: SURFACE MOTION
 DS1475
 DS1475  HISTORY     - Date     Condition        Report By
 DS1475  HISTORY     - 1984     MONUMENTED       NMHD
 DS1475
 DS1475                          STATION DESCRIPTION
 DS1475
 DS1475'DESCRIBED BY NM HIGHWAY DEPT 1984
 DS1475'3.82 MILES EAST ALONG U.S. HIGHWAY 380 FROM THE POST OFFICE IN SAN
 DS1475'ANTONIO, IN SECTION 2, TOWNSHIP 5 SOUTH, ROUTE 1 EAST, 97 FEET NORTH
 DS1475'OF THE CENTERLINE OF THE HIGHWAY, ABOUT 275 FEET NORTHEAST OF A 1
 DS1475'CHANNEL CONCRETE CULVERT, 2 FEET SOUTH OF THE NORTH RIGHT-OF-WAY
 DS1475'FENCE, 2 FEET NORTHWEST OF A METAL WITNESS POST, AND ABOUT 1 FOOT
 DS1475'ABOVE THE LEVEL OF THE HIGHWAY, PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0374 ***********************************************************************
 EP0374  DESIGNATION -  K 5
 EP0374  PID         -  EP0374
 EP0374  STATE/COUNTY-  NM/TORRANCE
 EP0374  USGS QUAD   -  LUCY (1978)
 EP0374
 EP0374                         *CURRENT SURVEY CONTROL
 EP0374  ___________________________________________________________________
 EP0374* NAD 83(1986)-  34 40 30.     (N)    105 47 18.     (W)     SCALED    
 EP0374* NAVD 88     -      1896.252  (meters)    6221.29   (feet)  ADJUSTED  
 EP0374  ___________________________________________________________________
 EP0374  GEOID HEIGHT-         -19.79  (meters)                     GEOID03
 EP0374  DYNAMIC HT  -        1893.548 (meters)    6212.42  (feet)  COMP
 EP0374  MODELED GRAV-     979,141.3   (mgal)                       NAVD 88
 EP0374
 EP0374  VERT ORDER  -  FIRST     CLASS II
 EP0374
 EP0374.The horizontal coordinates were scaled from a topographic map and have
 EP0374.an estimated accuracy of +/- 6 seconds.
 EP0374
 EP0374.The orthometric height was determined by differential leveling
 EP0374.and adjusted by the National Geodetic Survey in June 1991..
 EP0374
 EP0374.The geoid height was determined by GEOID03.
 EP0374
 EP0374.The dynamic height is computed by dividing the NAVD 88
 EP0374.geopotential number by the normal gravity value computed on the
 EP0374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EP0374.degrees latitude (g = 980.6199 gals.).
 EP0374
 EP0374.The modeled gravity was interpolated from observed gravity values.
 EP0374
 EP0374;                    North         East    Units  Estimated Accuracy
 EP0374;SPC NM C     -   407,620.      542,310.      MT  (+/- 180 meters Scaled)
 EP0374
 EP0374                          SUPERSEDED SURVEY CONTROL
 EP0374
 EP0374  NGVD 29 (??/??/92) 1895.418  (m)         6218.55   (f) ADJ UNCH    1 2
 EP0374
 EP0374.Superseded values are not recommended for survey control.
 EP0374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EP0374.See file dsdata.txt to determine how the superseded data were derived.
 EP0374
 EP0374_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDU277372(NAD 83)
 EP0374_MARKER: Z = SEE DESCRIPTION
 EP0374_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EP0374_SP_SET: BRIDGE
 EP0374_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EP0374
 EP0374  HISTORY     - Date     Condition        Report By
 EP0374  HISTORY     - UNK      MONUMENTED       CGS
 EP0374  HISTORY     - 1958     GOOD             NGS
 EP0374  HISTORY     - 1980     MARK NOT FOUND   NGS
 EP0374
 EP0374                          STATION DESCRIPTION
 EP0374
 EP0374'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 EP0374'16.4 MI NE FROM WILLARD.
 EP0374'ABOUT 16.4 MILES NORTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 EP0374'RAILWAY FROM THE STATION AT WILLARD, 12 POLES NORTHEAST OF MILEPOST
 EP0374'826, IN THE TOP OF THE NORTHEAST END OF THE NORTHWEST CONCRETE
 EP0374'RETAINING WALL OF LARGE DOUBLE ARCH BRIDGE, 12 1/2 FEET NORTHWEST OF
 EP0374'THE NORTHWEST RAIL, 4 FEET SOUTHWEST OF THE NORTHEAST END OF THE WALL,
 EP0374'AND ABOUT 4 FEET BELOW THE LEVEL OF THE TRACK.
 EP0374
 EP0374                          STATION RECOVERY (1980)
 EP0374
 EP0374'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 EP0374'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0002 ***********************************************************************
 DS0002  DESIGNATION -  K 50
 DS0002  PID         -  DS0002
 DS0002  STATE/COUNTY-  NM/LINCOLN
 DS0002  USGS QUAD   -  WAGON CANYON (1982)
 DS0002
 DS0002                         *CURRENT SURVEY CONTROL
 DS0002  ___________________________________________________________________
 DS0002* NAD 83(1986)-  33 44 40.     (N)    106 00 44.     (W)     SCALED    
 DS0002* NAVD 88     -      1790.683  (meters)    5874.93   (feet)  ADJUSTED  
 DS0002  ___________________________________________________________________
 DS0002  GEOID HEIGHT-         -20.73  (meters)                     GEOID03
 DS0002  DYNAMIC HT  -        1788.057 (meters)    5866.32  (feet)  COMP
 DS0002  MODELED GRAV-     979,105.5   (mgal)                       NAVD 88
 DS0002
 DS0002  VERT ORDER  -  SECOND    CLASS 0
 DS0002
 DS0002.The horizontal coordinates were scaled from a topographic map and have
 DS0002.an estimated accuracy of +/- 6 seconds.
 DS0002
 DS0002.The orthometric height was determined by differential leveling
 DS0002.and adjusted by the National Geodetic Survey in June 1991..
 DS0002
 DS0002.The geoid height was determined by GEOID03.
 DS0002
 DS0002.The dynamic height is computed by dividing the NAVD 88
 DS0002.geopotential number by the normal gravity value computed on the
 DS0002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0002.degrees latitude (g = 980.6199 gals.).
 DS0002
 DS0002.The modeled gravity was interpolated from observed gravity values.
 DS0002
 DS0002;                    North         East    Units  Estimated Accuracy
 DS0002;SPC NM C     -   304,340.      522,030.      MT  (+/- 180 meters Scaled)
 DS0002
 DS0002                          SUPERSEDED SURVEY CONTROL
 DS0002
 DS0002  NGVD 29 (??/??/92) 1789.925  (m)         5872.45   (f) ADJ UNCH    2 0
 DS0002
 DS0002.Superseded values are not recommended for survey control.
 DS0002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0002.See file dsdata.txt to determine how the superseded data were derived.
 DS0002
 DS0002_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDT062342(NAD 83)
 DS0002_MARKER: DB = BENCH MARK DISK
 DS0002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0002_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0002_STAMPING: K 50 1934
 DS0002_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0002+STABILITY: SURFACE MOTION
 DS0002
 DS0002  HISTORY     - Date     Condition        Report By
 DS0002  HISTORY     - 1934     MONUMENTED       CGS
 DS0002  HISTORY     - 1969     MARK NOT FOUND   NGS
 DS0002
 DS0002                          STATION DESCRIPTION
 DS0002
 DS0002'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 DS0002'11.9 MI NW FROM CARRIZOZO.
 DS0002'ABOUT 11.9 MILES NORTHWEST ALONG U.S. HIGHWAY 380 FROM CARRIZOZO,
 DS0002'LINCOLN COUNTY, ON THE SUMMIT OF A GRADE, ABOUT 25 FEET WEST OF THE
 DS0002'CENTER LINE OF THE ROAD LEADING TO THE JACK PIERCE RANCH, AND 6 FEET
 DS0002'NORTH OF THE CENTER LINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED K
 DS0002'50 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0341 ***********************************************************************
 EP0341  DESIGNATION -  K 51
 EP0341  PID         -  EP0341
 EP0341  STATE/COUNTY-  NM/TORRANCE
 EP0341  USGS QUAD   -  PINO MOUNTAIN (1981)
 EP0341
 EP0341                         *CURRENT SURVEY CONTROL
 EP0341  ___________________________________________________________________
 EP0341* NAD 83(1986)-  34 22 35.     (N)    105 44 15.     (W)     SCALED    
 EP0341* NAVD 88     -      1936.396  (meters)    6352.99   (feet)  ADJUSTED  
 EP0341  ___________________________________________________________________
 EP0341  GEOID HEIGHT-         -19.86  (meters)                     GEOID03
 EP0341  DYNAMIC HT  -        1933.594 (meters)    6343.80  (feet)  COMP
 EP0341  MODELED GRAV-     979,118.6   (mgal)                       NAVD 88
 EP0341
 EP0341  VERT ORDER  -  SECOND    CLASS 0
 EP0341
 EP0341.The horizontal coordinates were scaled from a topographic map and have
 EP0341.an estimated accuracy of +/- 6 seconds.
 EP0341
 EP0341.The orthometric height was determined by differential leveling
 EP0341.and adjusted by the National Geodetic Survey in June 1991..
 EP0341
 EP0341.The geoid height was determined by GEOID03.
 EP0341
 EP0341.The dynamic height is computed by dividing the NAVD 88
 EP0341.geopotential number by the normal gravity value computed on the
 EP0341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EP0341.degrees latitude (g = 980.6199 gals.).
 EP0341
 EP0341.The modeled gravity was interpolated from observed gravity values.
 EP0341
 EP0341;                    North         East    Units  Estimated Accuracy
 EP0341;SPC NM C     -   374,520.      547,130.      MT  (+/- 180 meters Scaled)
 EP0341
 EP0341                          SUPERSEDED SURVEY CONTROL
 EP0341
 EP0341  NGVD 29 (??/??/92) 1935.556  (m)         6350.24   (f) ADJ UNCH    2 0
 EP0341
 EP0341.Superseded values are not recommended for survey control.
 EP0341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EP0341.See file dsdata.txt to determine how the superseded data were derived.
 EP0341
 EP0341_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDU321041(NAD 83)
 EP0341_MARKER: DB = BENCH MARK DISK
 EP0341_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EP0341_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EP0341_STAMPING: K 51, 1934
 EP0341_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EP0341+STABILITY: SURFACE MOTION
 EP0341
 EP0341  HISTORY     - Date     Condition        Report By
 EP0341  HISTORY     - 1934     MONUMENTED       CGS
 EP0341  HISTORY     - 1958     GOOD             NGS
 EP0341
 EP0341                          STATION DESCRIPTION
 EP0341
 EP0341'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EP0341'2.3 MI NW FROM CEDARVALE.
 EP0341'2.3 MI. N.W. OF SCHOOLHOUSE ON STATE NO. 42.  4 FT. W. OF SMALL GATE
 EP0341'LEADING TO FARMHOUSE, 27 FT. S. OF CENTER LINE OF HWY. AND 2 FT. N. OF
 EP0341'FENCE AROUND YARD.
 EP0341
 EP0341                          STATION RECOVERY (1958)
 EP0341
 EP0341'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 EP0341'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0044 ***********************************************************************
 EQ0044  DESIGNATION -  K 52
 EQ0044  PID         -  EQ0044
 EQ0044  STATE/COUNTY-  NM/TORRANCE
 EQ0044  USGS QUAD   -  MORIARTY SOUTH (1986)
 EQ0044
 EQ0044                         *CURRENT SURVEY CONTROL
 EQ0044  ___________________________________________________________________
 EQ0044* NAD 83(1986)-  34 59 21.     (N)    106 02 58.     (W)     SCALED    
 EQ0044* NAVD 88     -      1895.937  (meters)    6220.25   (feet)  ADJUSTED  
 EQ0044  ___________________________________________________________________
 EQ0044  GEOID HEIGHT-         -19.52  (meters)                     GEOID03
 EQ0044  DYNAMIC HT  -        1893.292 (meters)    6211.58  (feet)  COMP
 EQ0044  MODELED GRAV-     979,171.0   (mgal)                       NAVD 88
 EQ0044
 EQ0044  VERT ORDER  -  SECOND    CLASS 0
 EQ0044
 EQ0044.The horizontal coordinates were scaled from a topographic map and have
 EQ0044.an estimated accuracy of +/- 6 seconds.
 EQ0044
 EQ0044.The orthometric height was determined by differential leveling
 EQ0044.and adjusted by the National Geodetic Survey in June 1991..
 EQ0044
 EQ0044.The geoid height was determined by GEOID03.
 EQ0044
 EQ0044.The dynamic height is computed by dividing the NAVD 88
 EQ0044.geopotential number by the normal gravity value computed on the
 EQ0044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0044.degrees latitude (g = 980.6199 gals.).
 EQ0044
 EQ0044.The modeled gravity was interpolated from observed gravity values.
 EQ0044
 EQ0044;                    North         East    Units  Estimated Accuracy
 EQ0044;SPC NM C     -   442,390.      518,310.      MT  (+/- 180 meters Scaled)
 EQ0044
 EQ0044                          SUPERSEDED SURVEY CONTROL
 EQ0044
 EQ0044  NGVD 29 (??/??/92) 1895.081  (m)         6217.44   (f) ADJ UNCH    2 0
 EQ0044
 EQ0044.Superseded values are not recommended for survey control.
 EQ0044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0044.See file dsdata.txt to determine how the superseded data were derived.
 EQ0044
 EQ0044_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDU042723(NAD 83)
 EQ0044_MARKER: DB = BENCH MARK DISK
 EQ0044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EQ0044_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EQ0044_STAMPING: K 52 1934
 EQ0044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EQ0044+STABILITY: SURFACE MOTION
 EQ0044
 EQ0044  HISTORY     - Date     Condition        Report By
 EQ0044  HISTORY     - 1934     MONUMENTED       CGS
 EQ0044  HISTORY     - 1954     GOOD             USGS
 EQ0044
 EQ0044                          STATION DESCRIPTION
 EQ0044
 EQ0044'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 EQ0044'IN MORIARTY.
 EQ0044'AT MORIARTY.  AT THE INTERSECTION OF STATE HWY. 41 AND A SECONDARY
 EQ0044'ROAD.  51 FT. E. OF THE N. CORNER OF THE STORE OF THE MORIARTY TRADING
 EQ0044'COMPANY.  25 FT. S. AND 25 FT. W. OF THE INTERSECTION.  IN A CONCRETE
 EQ0044'POST AND FLUSH WITH THE GROUND.  STANDARD U.S.C. AND G.S. DISK STAMPED
 EQ0044'K-52 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0620 ***********************************************************************
 GL0620  DESIGNATION -  K 54
 GL0620  PID         -  GL0620
 GL0620  STATE/COUNTY-  NM/UNION
 GL0620  USGS QUAD   -  ROYCE (1966)
 GL0620
 GL0620                         *CURRENT SURVEY CONTROL
 GL0620  ___________________________________________________________________
 GL0620* NAD 83(1986)-  36 29 17.     (N)    103 19 16.     (W)     SCALED    
 GL0620* NAVD 88     -      1621.153  (meters)    5318.73   (feet)  ADJUSTED  
 GL0620  ___________________________________________________________________
 GL0620  GEOID HEIGHT-         -21.43  (meters)                     GEOID03
 GL0620  DYNAMIC HT  -        1619.217 (meters)    5312.38  (feet)  COMP
 GL0620  MODELED GRAV-     979,380.1   (mgal)                       NAVD 88
 GL0620
 GL0620  VERT ORDER  -  FIRST     CLASS II
 GL0620
 GL0620.The horizontal coordinates were scaled from a topographic map and have
 GL0620.an estimated accuracy of +/- 6 seconds.
 GL0620
 GL0620.The orthometric height was determined by differential leveling
 GL0620.and adjusted by the National Geodetic Survey in June 1991..
 GL0620
 GL0620.The geoid height was determined by GEOID03.
 GL0620
 GL0620.The dynamic height is computed by dividing the NAVD 88
 GL0620.geopotential number by the normal gravity value computed on the
 GL0620.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0620.degrees latitude (g = 980.6199 gals.).
 GL0620
 GL0620.The modeled gravity was interpolated from observed gravity values.
 GL0620
 GL0620;                    North         East    Units  Estimated Accuracy
 GL0620;SPC NM E     -   609,150.      255,690.      MT  (+/- 180 meters Scaled)
 GL0620
 GL0620                          SUPERSEDED SURVEY CONTROL
 GL0620
 GL0620  NGVD 29 (??/??/92) 1620.384  (m)         5316.21   (f) ADJ UNCH    1 2
 GL0620
 GL0620.Superseded values are not recommended for survey control.
 GL0620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0620.See file dsdata.txt to determine how the superseded data were derived.
 GL0620
 GL0620_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA503393(NAD 83)
 GL0620_MARKER: DB = BENCH MARK DISK
 GL0620_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GL0620_SP_SET: CULVERT
 GL0620_STAMPING: K 54 1934
 GL0620_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GL0620_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GL0620+SATELLITE: SATELLITE OBSERVATIONS - August 09, 2005
 GL0620
 GL0620  HISTORY     - Date     Condition        Report By
 GL0620  HISTORY     - 1934     MONUMENTED       CGS
 GL0620  HISTORY     - 1955     GOOD             NGS
 GL0620  HISTORY     - 20040806 GOOD             USPSQD
 GL0620  HISTORY     - 20050809 GOOD             USPSQD
 GL0620
 GL0620                          STATION DESCRIPTION
 GL0620
 GL0620'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GL0620'8.3 MI W FROM CLAYTON.
 GL0620'8.3 MILES WEST ALONG THE COLORADO AND SOUTHERN RAILROAD FROM THE
 GL0620'STATION AT CLAYTON, 0.25 MILE EAST OF MILEPOST 329, 207 FEET WEST OF
 GL0620'THE EXTENDED CENTER LINE OF A DIRT ROAD, 132.5 FEET SOUTH OF THE SOUTH
 GL0620'RAIL, 16 FEET NORTH OF THE CENTER LINE OF U.S. HIGHWAYS 64 AND 87, SET
 GL0620'IN THE TOP OF THE WEST END OF THE NORTH HEADWALL OF A CONCRETE CULVERT
 GL0620'UNDER THE HIGHWAY.
 GL0620
 GL0620                          STATION RECOVERY (2004)
 GL0620
 GL0620'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 GL0620'K 54 PAINTED ON HIGHWAY. ORANGE CIRCLE AT THE MARK
 GL0620
 GL0620                          STATION RECOVERY (2005)
 GL0620
 GL0620'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 GL0620'FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1098 ***********************************************************************
 GL1098  DESIGNATION -  K 55
 GL1098  PID         -  GL1098
 GL1098  STATE/COUNTY-  NM/UNION
 GL1098  USGS QUAD   -  CAPULIN (1972)
 GL1098
 GL1098                         *CURRENT SURVEY CONTROL
 GL1098  ___________________________________________________________________
 GL1098* NAD 83(1986)-  36 44 40.     (N)    103 59 05.     (W)     SCALED    
 GL1098* NAVD 88     -      2081.354  (meters)    6828.58   (feet)  ADJUSTED  
 GL1098  ___________________________________________________________________
 GL1098  GEOID HEIGHT-         -18.84  (meters)                     GEOID03
 GL1098  DYNAMIC HT  -        2078.707 (meters)    6819.89  (feet)  COMP
 GL1098  MODELED GRAV-     979,284.4   (mgal)                       NAVD 88
 GL1098
 GL1098  VERT ORDER  -  FIRST     CLASS II
 GL1098
 GL1098.The horizontal coordinates were scaled from a topographic map and have
 GL1098.an estimated accuracy of +/- 6 seconds.
 GL1098
 GL1098.The orthometric height was determined by differential leveling
 GL1098.and adjusted by the National Geodetic Survey in June 1991..
 GL1098
 GL1098.The geoid height was determined by GEOID03.
 GL1098
 GL1098.The dynamic height is computed by dividing the NAVD 88
 GL1098.geopotential number by the normal gravity value computed on the
 GL1098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL1098.degrees latitude (g = 980.6199 gals.).
 GL1098
 GL1098.The modeled gravity was interpolated from observed gravity values.
 GL1098
 GL1098;                    North         East    Units  Estimated Accuracy
 GL1098;SPC NM E     -   637,180.      196,130.      MT  (+/- 180 meters Scaled)
 GL1098
 GL1098                          SUPERSEDED SURVEY CONTROL
 GL1098
 GL1098  NGVD 29 (??/??/92) 2080.336  (m)         6825.24   (f) ADJ UNCH    1 2
 GL1098
 GL1098.Superseded values are not recommended for survey control.
 GL1098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1098.See file dsdata.txt to determine how the superseded data were derived.
 GL1098
 GL1098_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEA906670(NAD 83)
 GL1098_MARKER: DB = BENCH MARK DISK
 GL1098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL1098_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL1098_STAMPING: K 55 1934
 GL1098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL1098+STABILITY: SURFACE MOTION
 GL1098_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GL1098+SATELLITE: SATELLITE OBSERVATIONS - August 10, 2005
 GL1098
 GL1098  HISTORY     - Date     Condition        Report By
 GL1098  HISTORY     - 1934     MONUMENTED       CGS
 GL1098  HISTORY     - 1955     GOOD             NGS
 GL1098  HISTORY     - 1970     GOOD             AMS
 GL1098  HISTORY     - 20040806 GOOD             USPSQD
 GL1098  HISTORY     - 20050810 GOOD             USPSQD
 GL1098
 GL1098                          STATION DESCRIPTION
 GL1098
 GL1098'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GL1098'0.6 MI E FROM CAPULIN.
 GL1098'0.6 MILE EAST ALONG U.S. HIGHWAYS 64 AND 87 FROM THE POST OFFICE AT
 GL1098'CAPULIN, 326 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 248
 GL1098'FEET NORTHWEST OF A FENCE, 88 FEET SOUTH OF A FENCE, 42 FEET SOUTH OF
 GL1098'THE CENTER LINE OF THE ABANDONED ATCHISON, TOPEKA AND SANTA FE
 GL1098'RAILROAD GRADE, 99 FEET SOUTH OF OLD MILEPOST 99, 112 FEET NORTHEAST
 GL1098'OF THE CENTER LINE OF A PRIVATE TRACK ROAD LEADING NORTHWEST, 0.6 FOOT
 GL1098'SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 GL1098'PROJECTS 0.3 FOOT ABOVE THE GROUND.
 GL1098
 GL1098                          STATION RECOVERY (1970)
 GL1098
 GL1098'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1970
 GL1098'RECOVERED IN GOOD CONDITION.
 GL1098
 GL1098                          STATION RECOVERY (2004)
 GL1098
 GL1098'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 GL1098'RECOVERED IN GOOD CONDITION.
 GL1098
 GL1098                          STATION RECOVERY (2005)
 GL1098
 GL1098'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 GL1098'FOUND AS DESCRIBED.
 GL1098' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0205 ***********************************************************************
 GM0205  DESIGNATION -  K 56
 GM0205  PID         -  GM0205
 GM0205  STATE/COUNTY-  NM/COLFAX
 GM0205  USGS QUAD   -  COLFAX (1971)
 GM0205
 GM0205                         *CURRENT SURVEY CONTROL
 GM0205  ___________________________________________________________________
 GM0205* NAD 83(1986)-  36 35 09.     (N)    104 44 14.     (W)     SCALED    
 GM0205* NAVD 88     -      1892.663  (meters)    6209.51   (feet)  ADJUSTED  
 GM0205  ___________________________________________________________________
 GM0205  GEOID HEIGHT-         -18.20  (meters)                     GEOID03
 GM0205  DYNAMIC HT  -        1890.272 (meters)    6201.67  (feet)  COMP
 GM0205  MODELED GRAV-     979,300.8   (mgal)                       NAVD 88
 GM0205
 GM0205  VERT ORDER  -  FIRST     CLASS II
 GM0205
 GM0205.The horizontal coordinates were scaled from a topographic map and have
 GM0205.an estimated accuracy of +/- 6 seconds.
 GM0205
 GM0205.The orthometric height was determined by differential leveling
 GM0205.and adjusted by the National Geodetic Survey in June 1991..
 GM0205
 GM0205.The geoid height was determined by GEOID03.
 GM0205
 GM0205.The dynamic height is computed by dividing the NAVD 88
 GM0205.geopotential number by the normal gravity value computed on the
 GM0205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GM0205.degrees latitude (g = 980.6199 gals.).
 GM0205
 GM0205.The modeled gravity was interpolated from observed gravity values.
 GM0205
 GM0205;                    North         East    Units  Estimated Accuracy
 GM0205;SPC NM E     -   619,600.      128,860.      MT  (+/- 180 meters Scaled)
 GM0205
 GM0205                          SUPERSEDED SURVEY CONTROL
 GM0205
 GM0205.No superseded survey control is available for this station.
 GM0205
 GM0205_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEA235489(NAD 83)
 GM0205_MARKER: DB = BENCH MARK DISK
 GM0205_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GM0205_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GM0205_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GM0205+STABILITY: SURFACE MOTION
 GM0205
 GM0205  HISTORY     - Date     Condition        Report By
 GM0205  HISTORY     - UNK      MONUMENTED       CGS
 GM0205  HISTORY     - 1934     GOOD             NGS
 GM0205
 GM0205                          STATION DESCRIPTION
 GM0205
 GM0205'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GM0205'0.83 MI SW FROM COLFAX.
 GM0205'0.83 MILES SOUTH WEST OF COLFAX BY RAIL.  SET ALONG RIGHT OF WAY OF
 GM0205'A.T. AND S.F. R.R. 48 FT. NORTH WEST OF CENTER LINE OF TRACK. OPPOSITE
 GM0205'M.P.25.  NOTE-- THE RAILROAD IN THIS AREA HAS BEEN ABANDONED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0306 ***********************************************************************
 GM0306  DESIGNATION -  K 57
 GM0306  PID         -  GM0306
 GM0306  STATE/COUNTY-  NM/COLFAX
 GM0306  USGS QUAD   -  PALO FLECHADO PASS (1995)
 GM0306
 GM0306                         *CURRENT SURVEY CONTROL
 GM0306  ___________________________________________________________________
 GM0306* NAD 83(1992)-  36 24 53.78430(N)    105 20 12.36069(W)     ADJUSTED  
 GM0306* NAVD 88     -      2775.359  (meters)    9105.49   (feet)  ADJUSTED  
 GM0306  ___________________________________________________________________
 GM0306  LAPLACE CORR-          -1.60  (seconds)                    DEFLEC99
 GM0306  GEOID HEIGHT-         -16.80  (meters)                     GEOID03
 GM0306  DYNAMIC HT  -        2771.297 (meters)    9092.16  (feet)  COMP
 GM0306  MODELED GRAV-     979,066.8   (mgal)                       NAVD 88
 GM0306
 GM0306  HORZ ORDER  -  SECOND
 GM0306  VERT ORDER  -  FIRST     CLASS II
 GM0306
 GM0306.The horizontal coordinates were established by classical geodetic methods
 GM0306.and adjusted by the National Geodetic Survey in December 1993..
 GM0306
 GM0306.The orthometric height was determined by differential leveling
 GM0306.and adjusted by the National Geodetic Survey in June 1991..
 GM0306.WARNING-Repeat measurements at this control monument indicate possible
 GM0306.vertical movement.
 GM0306
 GM0306.The Laplace correction was computed from DEFLEC99 derived deflections.
 GM0306
 GM0306.The geoid height was determined by GEOID03.
 GM0306
 GM0306.The dynamic height is computed by dividing the NAVD 88
 GM0306.geopotential number by the normal gravity value computed on the
 GM0306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GM0306.degrees latitude (g = 980.6199 gals.).
 GM0306
 GM0306.The modeled gravity was interpolated from observed gravity values.
 GM0306
 GM0306;                    North         East     Units Scale Factor Converg.
 GM0306;SPC NM E     -   601,024.493    75,009.868   MT  1.00000883   -0 35 44.5
 GM0306;SPC NM E     - 1,971,861.19    246,094.88   sFT  1.00000883   -0 35 44.5
 GM0306;SPC NM C     -   600,938.700   581,899.804   MT  0.99998262   +0 32 31.7
 GM0306;SPC NM C     - 1,971,579.72  1,909,116.27   sFT  0.99998262   +0 32 31.7
 GM0306;UTM  13      - 4,030,025.645   469,807.749   MT  0.99961123   -0 11 59.7
 GM0306
 GM0306!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GM0306!SPC NM E     -   0.99956725  x   1.00000883  =   0.99957608
 GM0306!SPC NM C     -   0.99956725  x   0.99998262  =   0.99954988
 GM0306!UTM  13      -   0.99956725  x   0.99961123  =   0.99917865
 GM0306
 GM0306                          SUPERSEDED SURVEY CONTROL
 GM0306
 GM0306  NAD 83(1986)-  36 24 53.79164(N)    105 20 12.36275(W) AD(       ) 2
 GM0306  NAD 27      -  36 24 53.66171(N)    105 20 10.33114(W) AD(       ) 2
 GM0306  NGVD 29 (??/??/92) 2774.086  (m)         9101.31   (f) ADJ UNCH    1 2
 GM0306
 GM0306.Superseded values are not recommended for survey control.
 GM0306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0306.See file dsdata.txt to determine how the superseded data were derived.
 GM0306
 GM0306_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDA6980830026(NAD 83)
 GM0306_MARKER: DB = BENCH MARK DISK
 GM0306_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GM0306_SP_SET: CONCRETE BASE
 GM0306_STAMPING: K-57 1934
 GM0306_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GM0306
 GM0306  HISTORY     - Date     Condition        Report By
 GM0306  HISTORY     - 1961     MONUMENTED       CGS
 GM0306  HISTORY     - 1938     GOOD             NGS
 GM0306  HISTORY     - 1961     GOOD             NGS
 GM0306
 GM0306                          STATION DESCRIPTION
 GM0306
 GM0306'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 GM0306'14 MILES EAST OF TOAS, 10 MILES SOUTHWEST OF EAGLES NEST,
 GM0306'ON THE WEST SIDE OF U.S. HIGHWAY 64.
 GM0306'
 GM0306'THE MARK IS A STANDARD BENCH MARK DISK STAMPED K 57 1934,
 GM0306'CEMENTED IN A DRILL HOLE IN THE CONCRETE BASE OF A COUNTY
 GM0306'LINE MARKER (COLFAX AND TAOS).  IT IS 24 FEET WEST OF THE
 GM0306'CENTER LINE OF HIGHWAY 64.
 GM0306'
 GM0306'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 GM0306'PALO, THE DISTANCE BEING 39.360 METERS (129.13 FT.) EAST OF
 GM0306'STATION PALO.
 GM0306
 GM0306                          STATION RECOVERY (1938)
 GM0306
 GM0306'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1938
 GM0306'3.3 MI W FROM AGUA FRIA.
 GM0306'ALONG U.S. HWY. NO. 64, AT TOP OF TAOS PASS, 20 FEET WEST OF
 GM0306'CENTERLINE OF HWY.  STANDARD DISC SET IN CONCRETE BASE OF FEDERAL HWY.
 GM0306'POST, STAMPED K-57 1934.
 GM0306
 GM0306                          STATION RECOVERY (1961)
 GM0306
 GM0306'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 GM0306'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0006 ***********************************************************************
 GN0006  DESIGNATION -  K 58
 GN0006  PID         -  GN0006
 GN0006  STATE/COUNTY-  NM/TAOS
 GN0006  USGS QUAD   -  BIGHORN PEAK (1995)
 GN0006
 GN0006                         *CURRENT SURVEY CONTROL
 GN0006  ___________________________________________________________________
 GN0006* NAD 83(1986)-  36 59 26.     (N)    106 12 16.     (W)     SCALED    
 GN0006* NAVD 88     -      2776.724  (meters)    9109.97   (feet)  POSTED    
 GN0006  ___________________________________________________________________
 GN0006  GEOID HEIGHT-         -16.19  (meters)                     GEOID03
 GN0006  DYNAMIC HT  -        2772.740 (meters)    9096.90  (feet)  COMP
 GN0006  MODELED GRAV-     979,093.8   (mgal)                       NAVD 88
 GN0006
 GN0006  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 GN0006
 GN0006.The horizontal coordinates were scaled from a topographic map and have
 GN0006.an estimated accuracy of +/- 6 seconds.
 GN0006
 GN0006.The orthometric height was determined by differential leveling
 GN0006.and adjusted by the National Geodetic Survey in 1992..
 GN0006.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 GN0006.rate of 1.1 thru 2.0 mm/km.
 GN0006
 GN0006.The geoid height was determined by GEOID03.
 GN0006
 GN0006.The dynamic height is computed by dividing the NAVD 88
 GN0006.geopotential number by the normal gravity value computed on the
 GN0006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GN0006.degrees latitude (g = 980.6199 gals.).
 GN0006
 GN0006.The modeled gravity was interpolated from observed gravity values.
 GN0006
 GN0006;                    North         East    Units  Estimated Accuracy
 GN0006;SPC NM C     -   664,420.      504,060.      MT  (+/- 180 meters Scaled)
 GN0006
 GN0006                          SUPERSEDED SURVEY CONTROL
 GN0006
 GN0006  NGVD 29 (??/??/92) 2775.217  (m)         9105.02   (f) ADJ UNCH    1 2
 GN0006
 GN0006.Superseded values are not recommended for survey control.
 GN0006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0006.See file dsdata.txt to determine how the superseded data were derived.
 GN0006
 GN0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCA928945(NAD 83)
 GN0006_MARKER: DB = BENCH MARK DISK
 GN0006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GN0006_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GN0006_STAMPING: K 58 1934
 GN0006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GN0006+STABILITY: SURFACE MOTION
 GN0006
 GN0006  HISTORY     - Date     Condition        Report By
 GN0006  HISTORY     - 1934     MONUMENTED       CGS
 GN0006
 GN0006                          STATION DESCRIPTION
 GN0006
 GN0006'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GN0006'21.8 MI W FROM ANTONITO, COLORADO.
 GN0006'IN TAOS COUNTY, NEW MEXICO, 21.8 MILES WEST ALONG THE DENVER AND RIO
 GN0006'GRANDE WESTERN RAILROAD FROM ANTONITO, CONEJOS COUNTY, COLORADO, 29
 GN0006'FEET SOUTHEAST OF MILEPOST 302, AND 19 FEET SOUTHEAST OF THE CENTER
 GN0006'LINE OF THE TRACK.  A STANDARD DISK, STAMPED K 58 1934 AND SET IN THE
 GN0006'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0294 ***********************************************************************
 GN0294  DESIGNATION -  K 59
 GN0294  PID         -  GN0294
 GN0294  STATE/COUNTY-  NM/RIO ARRIBA
 GN0294  USGS QUAD   -  WIRT CANYON (1963)
 GN0294
 GN0294                         *CURRENT SURVEY CONTROL
 GN0294  ___________________________________________________________________
 GN0294* NAD 83(1986)-  36 56 55.     (N)    107 04 14.     (W)     SCALED    
 GN0294* NAVD 88     -      2001.400  (meters)    6566.26   (feet)  ADJUSTED  
 GN0294  ___________________________________________________________________
 GN0294  GEOID HEIGHT-         -18.69  (meters)                     GEOID03
 GN0294  DYNAMIC HT  -        1998.771 (meters)    6557.63  (feet)  COMP
 GN0294  MODELED GRAV-     979,247.3   (mgal)                       NAVD 88
 GN0294
 GN0294  VERT ORDER  -  FIRST     CLASS II
 GN0294
 GN0294.The horizontal coordinates were scaled from a topographic map and have
 GN0294.an estimated accuracy of +/- 6 seconds.
 GN0294
 GN0294.The orthometric height was determined by differential leveling
 GN0294.and adjusted by the National Geodetic Survey in June 1991..
 GN0294
 GN0294.The geoid height was determined by GEOID03.
 GN0294
 GN0294.The dynamic height is computed by dividing the NAVD 88
 GN0294.geopotential number by the normal gravity value computed on the
 GN0294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GN0294.degrees latitude (g = 980.6199 gals.).
 GN0294
 GN0294.The modeled gravity was interpolated from observed gravity values.
 GN0294
 GN0294;                    North         East    Units  Estimated Accuracy
 GN0294;SPC NM C     -   660,080.      426,920.      MT  (+/- 180 meters Scaled)
 GN0294
 GN0294                          SUPERSEDED SURVEY CONTROL
 GN0294
 GN0294  NGVD 29 (??/??/92) 2000.120  (m)         6562.06   (f) ADJ UNCH    1 2
 GN0294
 GN0294.Superseded values are not recommended for survey control.
 GN0294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0294.See file dsdata.txt to determine how the superseded data were derived.
 GN0294
 GN0294_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCA156911(NAD 83)
 GN0294_MARKER: DB = BENCH MARK DISK
 GN0294_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GN0294_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GN0294_STAMPING: K 59 1934
 GN0294_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GN0294+STABILITY: SURFACE MOTION
 GN0294
 GN0294  HISTORY     - Date     Condition        Report By
 GN0294  HISTORY     - 1934     MONUMENTED       CGS
 GN0294  HISTORY     - 1960     MARK NOT FOUND   USGS
 GN0294
 GN0294                          STATION DESCRIPTION
 GN0294
 GN0294'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GN0294'4.7 MI NW FROM DULCE.
 GN0294'4.7 MILES NORTHWEST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 GN0294'FROM DULCE, RIO ARRIBA COUNTY, 75 FEET NORTH OF NAVAJO RIVER, 36 FEET
 GN0294'NORTH OF THE CENTER LINE OF THE COUNTY ROAD LEADING TO NAVAJO, AND 18
 GN0294'FEET SOUTH OF THE CENTER LINE OF THE TRACK, A STANDARD DISK, STAMPED K
 GN0294'59 1934 AND SET IN THE TOP OF A CONCRETE POST.
 GN0294
 GN0294                          STATION RECOVERY (1960)
 GN0294
 GN0294'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 GN0294'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0319 ***********************************************************************
 EQ0319  DESIGNATION -  K 6
 EQ0319  PID         -  EQ0319
 EQ0319  STATE/COUNTY-  NM/VALENCIA
 EQ0319  USGS QUAD   -  TURN (1991)
 EQ0319
 EQ0319                         *CURRENT SURVEY CONTROL
 EQ0319  ___________________________________________________________________
 EQ0319* NAD 83(1986)-  34 33 23.     (N)    106 40 52.     (W)     SCALED    
 EQ0319* NAVD 88     -      1527.375  (meters)    5011.06   (feet)  ADJUSTED  
 EQ0319  ___________________________________________________________________
 EQ0319  GEOID HEIGHT-         -21.61  (meters)                     GEOID03
 EQ0319  DYNAMIC HT  -        1525.242 (meters)    5004.06  (feet)  COMP
 EQ0319  MODELED GRAV-     979,185.5   (mgal)                       NAVD 88
 EQ0319
 EQ0319  VERT ORDER  -  FIRST     CLASS II
 EQ0319
 EQ0319.The horizontal coordinates were scaled from a topographic map and have
 EQ0319.an estimated accuracy of +/- 6 seconds.
 EQ0319
 EQ0319.The orthometric height was determined by differential leveling
 EQ0319.and adjusted by the National Geodetic Survey in June 1991..
 EQ0319
 EQ0319.The geoid height was determined by GEOID03.
 EQ0319
 EQ0319.The dynamic height is computed by dividing the NAVD 88
 EQ0319.geopotential number by the normal gravity value computed on the
 EQ0319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0319.degrees latitude (g = 980.6199 gals.).
 EQ0319
 EQ0319.The modeled gravity was interpolated from observed gravity values.
 EQ0319
 EQ0319;                    North         East    Units  Estimated Accuracy
 EQ0319;SPC NM C     -   394,450.      460,440.      MT  (+/- 180 meters Scaled)
 EQ0319
 EQ0319                          SUPERSEDED SURVEY CONTROL
 EQ0319
 EQ0319  NGVD 29 (??/??/92) 1526.617  (m)         5008.58   (f) ADJ UNCH    1 2
 EQ0319
 EQ0319.Superseded values are not recommended for survey control.
 EQ0319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0319.See file dsdata.txt to determine how the superseded data were derived.
 EQ0319
 EQ0319_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU457251(NAD 83)
 EQ0319_MARKER: P = PIPE CAP
 EQ0319_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EQ0319_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EQ0319_STAMPING: 5008.336
 EQ0319_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EQ0319
 EQ0319  HISTORY     - Date     Condition        Report By
 EQ0319  HISTORY     - UNK      MONUMENTED       CGS
 EQ0319  HISTORY     - 1958     GOOD             NGS
 EQ0319
 EQ0319                          STATION DESCRIPTION
 EQ0319
 EQ0319'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 EQ0319'10.2 MI SE FROM BELEN.
 EQ0319'ABOUT 2.3 MILES EAST ALONG STATE HIGHWAY 6 FROM THE ATCHISON, TOPEKA
 EQ0319'AND SANTA FE RAILWAY STATION AT BELEN, THENCE 3.6 MILES SOUTH ALONG
 EQ0319'STATE HIGHWAY 47, THENCE 4.3 MILES SOUTHEAST ALONG THE ATCHISON,
 EQ0319'TOPEKA AND SANTA FE RAILWAY, 13 FEET SOUTHEAST OF THE 1ST POLE
 EQ0319'NORTHWEST OF MILEPOST 887, 74 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF
 EQ0319'THE MAIN TRACK, ABOUT 0.6 MILE NORTHWEST OF THE BODEGA SIDING SIGN, 3
 EQ0319'FEET NORTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT 5 FEET BELOW THE
 EQ0319'LEVEL OF THE TRACK, AND ON THE TOP OF AN IRON PIPE PROJECTING 1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0068 ***********************************************************************
 ER0068  DESIGNATION -  K 64
 ER0068  PID         -  ER0068
 ER0068  STATE/COUNTY-  NM/CATRON
 ER0068  USGS QUAD   -  TEJANA MESA SW (1972)
 ER0068
 ER0068                         *CURRENT SURVEY CONTROL
 ER0068  ___________________________________________________________________
 ER0068* NAD 83(1986)-  34 15 32.     (N)    108 44 53.     (W)     SCALED    
 ER0068* NAVD 88     -      2151.628  (meters)    7059.13   (feet)  ADJUSTED  
 ER0068  ___________________________________________________________________
 ER0068  GEOID HEIGHT-         -21.86  (meters)                     GEOID03
 ER0068  DYNAMIC HT  -        2148.322 (meters)    7048.29  (feet)  COMP
 ER0068  MODELED GRAV-     979,021.9   (mgal)                       NAVD 88
 ER0068
 ER0068  VERT ORDER  -  SECOND    CLASS 0
 ER0068
 ER0068.The horizontal coordinates were scaled from a topographic map and have
 ER0068.an estimated accuracy of +/- 6 seconds.
 ER0068
 ER0068.The orthometric height was determined by differential leveling
 ER0068.and adjusted by the National Geodetic Survey in June 1991..
 ER0068
 ER0068.The geoid height was determined by GEOID03.
 ER0068
 ER0068.The dynamic height is computed by dividing the NAVD 88
 ER0068.geopotential number by the normal gravity value computed on the
 ER0068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0068.degrees latitude (g = 980.6199 gals.).
 ER0068
 ER0068.The modeled gravity was interpolated from observed gravity values.
 ER0068
 ER0068;                    North         East    Units  Estimated Accuracy
 ER0068;SPC NM W     -   361,750.      745,760.      MT  (+/- 180 meters Scaled)
 ER0068
 ER0068                          SUPERSEDED SURVEY CONTROL
 ER0068
 ER0068  NGVD 29 (??/??/92) 2150.678  (m)         7056.02   (f) ADJ UNCH    2 0
 ER0068
 ER0068.Superseded values are not recommended for survey control.
 ER0068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0068.See file dsdata.txt to determine how the superseded data were derived.
 ER0068
 ER0068_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYC073931(NAD 83)
 ER0068_MARKER: DB = BENCH MARK DISK
 ER0068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ER0068_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ER0068_STAMPING: K-64 1934
 ER0068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0068+STABILITY: SURFACE MOTION
 ER0068
 ER0068  HISTORY     - Date     Condition        Report By
 ER0068  HISTORY     - 1934     MONUMENTED       CGS
 ER0068  HISTORY     - 1972     GOOD             NGS
 ER0068  HISTORY     - 1972     GOOD             USGS
 ER0068
 ER0068                          STATION DESCRIPTION
 ER0068
 ER0068'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ER0068'16.8 MI W FROM QUEMADO.
 ER0068'16.8 MI WEST ON US HWY NO. 60 ABOUT 500 FEET WEST OF AN OLD ROAD
 ER0068'BEARING TO THE SOUTH, 40 FEET SOUTH OF A FENCE LINE, AND 30 FEET NORTH
 ER0068'OF THE CENTERLINE OF THE HIGHWAY.
 ER0068
 ER0068                          STATION RECOVERY (1972)
 ER0068
 ER0068'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 ER0068'RECOVERED IN GOOD CONDITION.
 ER0068
 ER0068                          STATION RECOVERY (1972)
 ER0068
 ER0068'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 ER0068'16.4 MILES WEST ALONG U.S. HIGHWAY 60 FROM THE POST OFFICE AT
 ER0068'QUEMADO, CATRON COUNTY, NEW MEXICO, THENCE GO THROUGH A GATE IN THE
 ER0068'SOUTH RIGHT-OF-WAY FENCE AND BACK EAST 0.4 MILE ALONG THE OLD HIGHWAY
 ER0068'SCAR, 304 FEET SOUTHEAST OF THE CLOSING CORNER OF TIS R 18 W SEC. 6 &
 ER0068'5, 35 FEET NORTH OF THE CENTERLINE OF THE OLD HIGHWAY SCAR. A
 ER0068'STANDARD DISK STAMPED 'K 64 1934' AND SET IN THE TOP OF A CONCRETE
 ER0068'POST PROJECTING 1.2 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0479 ***********************************************************************
 EQ0479  DESIGNATION -  K 65
 EQ0479  PID         -  EQ0479
 EQ0479  STATE/COUNTY-  NM/CATRON
 EQ0479  USGS QUAD   -  CROSBY SPRINGS (1964)
 EQ0479
 EQ0479                         *CURRENT SURVEY CONTROL
 EQ0479  ___________________________________________________________________
 EQ0479* NAD 83(1986)-  34 11 48.     (N)    107 54 15.     (W)     SCALED    
 EQ0479* NAVD 88     -      2324.097  (meters)    7624.97   (feet)  ADJUSTED  
 EQ0479  ___________________________________________________________________
 EQ0479  GEOID HEIGHT-         -21.22  (meters)                     GEOID03
 EQ0479  DYNAMIC HT  -        2320.420 (meters)    7612.91  (feet)  COMP
 EQ0479  MODELED GRAV-     978,970.0   (mgal)                       NAVD 88
 EQ0479
 EQ0479  VERT ORDER  -  SECOND    CLASS 0
 EQ0479
 EQ0479.The horizontal coordinates were scaled from a topographic map and have
 EQ0479.an estimated accuracy of +/- 6 seconds.
 EQ0479
 EQ0479.The orthometric height was determined by differential leveling
 EQ0479.and adjusted by the National Geodetic Survey in June 1991..
 EQ0479
 EQ0479.The geoid height was determined by GEOID03.
 EQ0479
 EQ0479.The dynamic height is computed by dividing the NAVD 88
 EQ0479.geopotential number by the normal gravity value computed on the
 EQ0479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0479.degrees latitude (g = 980.6199 gals.).
 EQ0479
 EQ0479.The modeled gravity was interpolated from observed gravity values.
 EQ0479
 EQ0479;                    North         East    Units  Estimated Accuracy
 EQ0479;SPC NM W     -   354,480.      823,470.      MT  (+/- 180 meters Scaled)
 EQ0479
 EQ0479                          SUPERSEDED SURVEY CONTROL
 EQ0479
 EQ0479  NGVD 29 (??/??/92) 2323.115  (m)         7621.75   (f) ADJ UNCH    2 0
 EQ0479
 EQ0479.Superseded values are not recommended for survey control.
 EQ0479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0479.See file dsdata.txt to determine how the superseded data were derived.
 EQ0479
 EQ0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBT323877(NAD 83)
 EQ0479_MARKER: DB = BENCH MARK DISK
 EQ0479_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EQ0479_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EQ0479_STAMPING: K-65 1934
 EQ0479_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EQ0479+STABILITY: SURFACE MOTION
 EQ0479
 EQ0479  HISTORY     - Date     Condition        Report By
 EQ0479  HISTORY     - 1934     MONUMENTED       CGS
 EQ0479  HISTORY     - 1939     GOOD             NGS
 EQ0479
 EQ0479                          STATION DESCRIPTION
 EQ0479
 EQ0479'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EQ0479'5.8 MI W FROM DATIL.
 EQ0479'5.8 MI WEST ON US HWY NO. 60.  ABOUT 27 FEET NORTH OF A LARGE PINE
 EQ0479'TREE WHICH HAS BEEN DEDICATED THE ATILLA PINE, 2 FEET WEST OF A FENCE
 EQ0479'LINE, AND 27 FEET EAST OF THE CENTERLINE OF THE HIGHWAY.
 EQ0479
 EQ0479                          STATION RECOVERY (1939)
 EQ0479
 EQ0479'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1939
 EQ0479'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0222 ***********************************************************************
 FN0222  DESIGNATION -  K 66
 FN0222  PID         -  FN0222
 FN0222  STATE/COUNTY-  NM/SAN MIGUEL
 FN0222  USGS QUAD   -  SAN JOSE (1989)
 FN0222
 FN0222                         *CURRENT SURVEY CONTROL
 FN0222  ___________________________________________________________________
 FN0222* NAD 83(1986)-  35 23 51.     (N)    105 23 46.     (W)     SCALED    
 FN0222* NAVD 88     -      1923.792  (meters)    6311.64   (feet)  ADJUSTED  
 FN0222  ___________________________________________________________________
 FN0222  GEOID HEIGHT-         -19.10  (meters)                     GEOID03
 FN0222  DYNAMIC HT  -        1921.141 (meters)    6302.94  (feet)  COMP
 FN0222  MODELED GRAV-     979,186.9   (mgal)                       NAVD 88
 FN0222
 FN0222  VERT ORDER  -  SECOND    CLASS 0
 FN0222
 FN0222.The horizontal coordinates were scaled from a topographic map and have
 FN0222.an estimated accuracy of +/- 6 seconds.
 FN0222
 FN0222.The orthometric height was determined by differential leveling
 FN0222.and adjusted by the National Geodetic Survey in June 1991..
 FN0222
 FN0222.The geoid height was determined by GEOID03.
 FN0222
 FN0222.The dynamic height is computed by dividing the NAVD 88
 FN0222.geopotential number by the normal gravity value computed on the
 FN0222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FN0222.degrees latitude (g = 980.6199 gals.).
 FN0222
 FN0222.The modeled gravity was interpolated from observed gravity values.
 FN0222
 FN0222;                    North         East    Units  Estimated Accuracy
 FN0222;SPC NM E     -   488,190.       68,460.      MT  (+/- 180 meters Scaled)
 FN0222
 FN0222                          SUPERSEDED SURVEY CONTROL
 FN0222
 FN0222  NGVD 29 (??/??/92) 1922.866  (m)         6308.60   (f) ADJ UNCH    2 0
 FN0222
 FN0222.Superseded values are not recommended for survey control.
 FN0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0222.See file dsdata.txt to determine how the superseded data were derived.
 FN0222
 FN0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV640171(NAD 83)
 FN0222_MARKER: DB = BENCH MARK DISK
 FN0222_SETTING: 66 = SET IN ROCK OUTCROP
 FN0222_SP_SET: SET IN ROCK OUTCROP
 FN0222_STAMPING: K 66 1934
 FN0222_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FN0222+STABILITY: POSITION/ELEVATION WELL
 FN0222
 FN0222  HISTORY     - Date     Condition        Report By
 FN0222  HISTORY     - 1934     MONUMENTED       CGS
 FN0222  HISTORY     - 1958     MARK NOT FOUND   USGS
 FN0222  HISTORY     - 19860401 MARK NOT FOUND   USGS
 FN0222
 FN0222                          STATION DESCRIPTION
 FN0222
 FN0222'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FN0222'3.7 MI E FROM RIBERA.
 FN0222'3.7 MI. E. ON A.T. AND S.F. RY. 6 POLES W. OF MILE POLE NO. 795, 100
 FN0222'YDS. E. OF SIGNAL NO. 7951, ON W. SIDE OF SMALL, ROCKY RIDGE AND SET
 FN0222'ON A SANDSTONE ROCK ABOUT 2 FT. ABOVE TRACK LEVEL.  NOTE-- THERE HAS
 FN0222'BEEN EXCESSIVE CONSTRUCTION BORROWING IN THIS AREA.
 FN0222
 FN0222                          STATION RECOVERY (1958)
 FN0222
 FN0222'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 FN0222'MARK NOT FOUND.
 FN0222
 FN0222                          STATION RECOVERY (1986)
 FN0222
 FN0222'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986 (DRG)
 FN0222'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0003 ***********************************************************************
 FP0003  DESIGNATION -  K 67
 FP0003  PID         -  FP0003
 FP0003  STATE/COUNTY-  NM/MCKINLEY
 FP0003  USGS QUAD   -  CASAMERO LAKE (1963)
 FP0003
 FP0003                         *CURRENT SURVEY CONTROL
 FP0003  ___________________________________________________________________
 FP0003* NAD 83(1986)-  35 33 05.     (N)    108 07 29.     (W)     SCALED    
 FP0003* NAVD 88     -      2225.939  (meters)    7302.93   (feet)  ADJUSTED  
 FP0003  ___________________________________________________________________
 FP0003  GEOID HEIGHT-         -20.40  (meters)                     GEOID03
 FP0003  DYNAMIC HT  -        2222.743 (meters)    7292.45  (feet)  COMP
 FP0003  MODELED GRAV-     979,117.3   (mgal)                       NAVD 88
 FP0003
 FP0003  VERT ORDER  -  SECOND    CLASS 0
 FP0003
 FP0003.The horizontal coordinates were scaled from a topographic map and have
 FP0003.an estimated accuracy of +/- 6 seconds.
 FP0003
 FP0003.The orthometric height was determined by differential leveling
 FP0003.and adjusted by the National Geodetic Survey in June 1991..
 FP0003
 FP0003.The geoid height was determined by GEOID03.
 FP0003
 FP0003.The dynamic height is computed by dividing the NAVD 88
 FP0003.geopotential number by the normal gravity value computed on the
 FP0003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0003.degrees latitude (g = 980.6199 gals.).
 FP0003
 FP0003.The modeled gravity was interpolated from observed gravity values.
 FP0003
 FP0003;                    North         East    Units  Estimated Accuracy
 FP0003;SPC NM W     -   504,790.      803,580.      MT  (+/- 180 meters Scaled)
 FP0003
 FP0003                          SUPERSEDED SURVEY CONTROL
 FP0003
 FP0003  NGVD 29 (??/??/92) 2224.819  (m)         7299.26   (f) ADJ UNCH    2 0
 FP0003
 FP0003.Superseded values are not recommended for survey control.
 FP0003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0003.See file dsdata.txt to determine how the superseded data were derived.
 FP0003
 FP0003_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYE606379(NAD 83)
 FP0003_MARKER: DB = BENCH MARK DISK
 FP0003_SETTING: 66 = SET IN ROCK OUTCROP
 FP0003_SP_SET: OUTCROP
 FP0003_STAMPING: K 67 1934
 FP0003_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FP0003+STABILITY: POSITION/ELEVATION WELL
 FP0003
 FP0003  HISTORY     - Date     Condition        Report By
 FP0003  HISTORY     - 1934     MONUMENTED       CGS
 FP0003  HISTORY     - 1960     GOOD             USGS
 FP0003
 FP0003                          STATION DESCRIPTION
 FP0003
 FP0003'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 FP0003'11.3 MI S FROM CROWNPOINT.
 FP0003'11.3 MI. S. ALONG (STATE HWY. 56) FROM THE OFFICE OF THE
 FP0003'SUPERINTENDENT OF THE INDIAN AGENCY AT CROWNPOINT, MCKINLEY COUNTY,
 FP0003'14.2 MI. N. OF THOREAU, (215 FT. S. OF END OF DAM AT STOCK TANK, 180
 FP0003'FT. NE OF Y-JCT. OF HWY. AND TRACK RD. SW, 105 FT. E. OF CENTER LINE
 FP0003'OF HIGHWAY), AND IN THE W. END OF A LARGE SANDSTONE OUTCROP.  A STD.
 FP0003'DISK, STAMPED K 67 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0328 ***********************************************************************
 GN0328  DESIGNATION -  K 68
 GN0328  PID         -  GN0328
 GN0328  STATE/COUNTY-  NM/SAN JUAN
 GN0328  USGS QUAD   -  PUEBLO BONITO (1966)
 GN0328
 GN0328                         *CURRENT SURVEY CONTROL
 GN0328  ___________________________________________________________________
 GN0328* NAD 83(1986)-  36 01 06.     (N)    107 58 17.     (W)     SCALED    
 GN0328* NAVD 88     -      1937.562  (meters)    6356.82   (feet)  ADJUSTED  
 GN0328  ___________________________________________________________________
 GN0328  GEOID HEIGHT-         -20.98  (meters)                     GEOID03
 GN0328  DYNAMIC HT  -        1934.960 (meters)    6348.28  (feet)  COMP
 GN0328  MODELED GRAV-     979,221.0   (mgal)                       NAVD 88
 GN0328
 GN0328  VERT ORDER  -  SECOND    CLASS 0
 GN0328
 GN0328.The horizontal coordinates were scaled from a topographic map and have
 GN0328.an estimated accuracy of +/- 6 seconds.
 GN0328
 GN0328.The orthometric height was determined by differential leveling
 GN0328.and adjusted by the National Geodetic Survey in June 1991..
 GN0328
 GN0328.The geoid height was determined by GEOID03.
 GN0328
 GN0328.The dynamic height is computed by dividing the NAVD 88
 GN0328.geopotential number by the normal gravity value computed on the
 GN0328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GN0328.degrees latitude (g = 980.6199 gals.).
 GN0328
 GN0328.The modeled gravity was interpolated from observed gravity values.
 GN0328
 GN0328;                    North         East    Units  Estimated Accuracy
 GN0328;SPC NM W     -   556,570.      817,560.      MT  (+/- 180 meters Scaled)
 GN0328
 GN0328                          SUPERSEDED SURVEY CONTROL
 GN0328
 GN0328  NGVD 29 (??/??/92) 1936.544  (m)         6353.48   (f) ADJ UNCH    2 0
 GN0328
 GN0328.Superseded values are not recommended for survey control.
 GN0328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0328.See file dsdata.txt to determine how the superseded data were derived.
 GN0328
 GN0328_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBV322900(NAD 83)
 GN0328_MARKER: DB = BENCH MARK DISK
 GN0328_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GN0328_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GN0328_STAMPING: K 68 1934
 GN0328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GN0328+STABILITY: SURFACE MOTION
 GN0328
 GN0328  HISTORY     - Date     Condition        Report By
 GN0328  HISTORY     - 1934     MONUMENTED       CGS
 GN0328  HISTORY     - 1967     GOOD             USGS
 GN0328
 GN0328                          STATION DESCRIPTION
 GN0328
 GN0328'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 GN0328'3.4 MI S FROM PUEBLO BONITO.
 GN0328'3.4 MILES S ALONG 1934 ROUTE OF STATE HIGHWAY 35 FROM PUEBLO BONITO.
 GN0328'3.5 AIRLINE MILES WSW OF CHACO CANYON NATIONAL MONUMENT HEADQUARTERS.
 GN0328'IN SE CORNER OF SEC 26.  T21N.  R11W (CORNER NOT FOUND).  1250 FEET
 GN0328'SOUTH ALONG REMAINS OF AN OLD ROAD FROM A DRAIN CROSSING, 50 FEET EAST
 GN0328'OF CENTERLINE OF OLD ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0421 ***********************************************************************
 EO0421  DESIGNATION -  K 7
 EO0421  PID         -  EO0421
 EO0421  STATE/COUNTY-  NM/ROOSEVELT
 EO0421  USGS QUAD   -  FLOYD SE (1987)
 EO0421
 EO0421                         *CURRENT SURVEY CONTROL
 EO0421  ___________________________________________________________________
 EO0421* NAD 83(1986)-  34 00 06.     (N)    103 35 34.     (W)     SCALED    
 EO0421* NAVD 88     -      1339.167  (meters)    4393.58   (feet)  POSTED    
 EO0421  ___________________________________________________________________
 EO0421  GEOID HEIGHT-         -22.75  (meters)                     GEOID03
 EO0421  DYNAMIC HT  -        1337.380 (meters)    4387.72  (feet)  COMP
 EO0421  MODELED GRAV-     979,256.4   (mgal)                       NAVD 88
 EO0421
 EO0421  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 EO0421
 EO0421.The horizontal coordinates were scaled from a topographic map and have
 EO0421.an estimated accuracy of +/- 6 seconds.
 EO0421
 EO0421.The orthometric height was determined by differential leveling
 EO0421.and adjusted by the National Geodetic Survey in 1992..
 EO0421.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 EO0421.rate of 2.1 thru 3.0 mm/km.
 EO0421
 EO0421.The geoid height was determined by GEOID03.
 EO0421
 EO0421.The dynamic height is computed by dividing the NAVD 88
 EO0421.geopotential number by the normal gravity value computed on the
 EO0421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0421.degrees latitude (g = 980.6199 gals.).
 EO0421
 EO0421.The modeled gravity was interpolated from observed gravity values.
 EO0421
 EO0421;                    North         East    Units  Estimated Accuracy
 EO0421;SPC NM E     -   333,090.      233,410.      MT  (+/- 180 meters Scaled)
 EO0421
 EO0421                          SUPERSEDED SURVEY CONTROL
 EO0421
 EO0421  NGVD 29 (??/??/92) 1338.559  (m)         4391.59   (f) ADJ UNCH    1 2
 EO0421
 EO0421.Superseded values are not recommended for survey control.
 EO0421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0421.See file dsdata.txt to determine how the superseded data were derived.
 EO0421
 EO0421_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFT299632(NAD 83)
 EO0421_MARKER: Z = SEE DESCRIPTION
 EO0421_SETTING: 0 = UNSPECIFIED SETTING
 EO0421_STAMPING: 37
 EO0421_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EO0421
 EO0421  HISTORY     - Date     Condition        Report By
 EO0421  HISTORY     - UNK      MONUMENTED       ATSFRR
 EO0421  HISTORY     - 1940     GOOD             NGS
 EO0421  HISTORY     - 1973     MARK NOT FOUND   USGS
 EO0421
 EO0421                          STATION DESCRIPTION
 EO0421
 EO0421'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 EO0421'5.2 MI NE FROM ELIDA.
 EO0421'5.2 MILES NORTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 EO0421'FROM THE STATION AT ELIDA, ABOUT 2 MILES SOUTH OF KERMIT, AT IRON
 EO0421'MILEPOST 37, 10 FEET NORTHWEST OF THE CENTERLINE OF THE TRACK, AND
 EO0421'LEVEL WITH THE TOP OF THE RAIL.  THE TOP OF A SECTION OF AN IRON RAIL
 EO0421'PAINTED WHITE, SET VERTICALLY IN THE GROUND AND MARKED 37.
 EO0421
 EO0421                          STATION RECOVERY (1973)
 EO0421
 EO0421'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 EO0421'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0370 ***********************************************************************
 GN0370  DESIGNATION -  K 70
 GN0370  PID         -  GN0370
 GN0370  STATE/COUNTY-  NM/SAN JUAN
 GN0370  USGS QUAD   -  CUTTER CANYON (1985)
 GN0370
 GN0370                         *CURRENT SURVEY CONTROL
 GN0370  ___________________________________________________________________
 GN0370* NAD 83(1986)-  36 40 49.     (N)    107 44 38.     (W)     SCALED    
 GN0370* NAVD 88     -      1731.083  (meters)    5679.39   (feet)  ADJUSTED  
 GN0370  ___________________________________________________________________
 GN0370  GEOID HEIGHT-         -20.73  (meters)                     GEOID03
 GN0370  DYNAMIC HT  -        1728.882 (meters)    5672.17  (feet)  COMP
 GN0370  MODELED GRAV-     979,299.8   (mgal)                       NAVD 88
 GN0370
 GN0370  VERT ORDER  -  SECOND    CLASS 0
 GN0370
 GN0370.The horizontal coordinates were scaled from a topographic map and have
 GN0370.an estimated accuracy of +/- 6 seconds.
 GN0370
 GN0370.The orthometric height was determined by differential leveling
 GN0370.and adjusted by the National Geodetic Survey in June 1991..
 GN0370
 GN0370.The geoid height was determined by GEOID03.
 GN0370
 GN0370.The dynamic height is computed by dividing the NAVD 88
 GN0370.geopotential number by the normal gravity value computed on the
 GN0370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GN0370.degrees latitude (g = 980.6199 gals.).
 GN0370
 GN0370.The modeled gravity was interpolated from observed gravity values.
 GN0370
 GN0370;                    North         East    Units  Estimated Accuracy
 GN0370;SPC NM W     -   630,010.      837,990.      MT  (+/- 180 meters Scaled)
 GN0370
 GN0370                          SUPERSEDED SURVEY CONTROL
 GN0370
 GN0370  NGVD 29 (??/??/92) 1730.094  (m)         5676.15   (f) ADJ UNCH    2 0
 GN0370
 GN0370.Superseded values are not recommended for survey control.
 GN0370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0370.See file dsdata.txt to determine how the superseded data were derived.
 GN0370
 GN0370_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBA548629(NAD 83)
 GN0370_MARKER: DB = BENCH MARK DISK
 GN0370_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GN0370_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GN0370_STAMPING: K-70 1934
 GN0370_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GN0370+STABILITY: SURFACE MOTION
 GN0370
 GN0370  HISTORY     - Date     Condition        Report By
 GN0370  HISTORY     - 1934     MONUMENTED       CGS
 GN0370  HISTORY     - 1981     MARK NOT FOUND   USGS
 GN0370
 GN0370                          STATION DESCRIPTION
 GN0370
 GN0370'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GN0370'6.9 MI SE FROM BLANCO.
 GN0370'6.9 MI SOUTHEAST ON STATE HWY NO. 44 ABOUT 1.4 MI SOUTH OF THE ROAD
 GN0370'CROSSING OF LARGO CANYON, 51 FEET WEST OF A SMALL DRY SANDY WASH,
 GN0370'ABOUT 90 YDS NORTH OF A SMALL DRY WASH, AND 36 FEET SOUTHWEST OF THE
 GN0370'CENTERLINE OF THE HIGHWAY.
 GN0370
 GN0370                          STATION RECOVERY (1981)
 GN0370
 GN0370'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 GN0370'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0307 ***********************************************************************
 GN0307  DESIGNATION -  K 71
 GN0307  PID         -  GN0307
 GN0307  STATE/COUNTY-  NM/SANDOVAL
 GN0307  USGS QUAD   -  COUNSELOR (1978)
 GN0307
 GN0307                         *CURRENT SURVEY CONTROL
 GN0307  ___________________________________________________________________
 GN0307* NAD 83(1986)-  36 11 32.     (N)    107 27 11.     (W)     SCALED    
 GN0307* NAVD 88     -      2133.729  (meters)    7000.41   (feet)  ADJUSTED  
 GN0307  ___________________________________________________________________
 GN0307  GEOID HEIGHT-         -20.36  (meters)                     GEOID03
 GN0307  DYNAMIC HT  -        2130.785 (meters)    6990.75  (feet)  COMP
 GN0307  MODELED GRAV-     979,176.4   (mgal)                       NAVD 88
 GN0307
 GN0307  VERT ORDER  -  SECOND    CLASS 0
 GN0307
 GN0307.The horizontal coordinates were scaled from a topographic map and have
 GN0307.an estimated accuracy of +/- 6 seconds.
 GN0307
 GN0307.The orthometric height was determined by differential leveling
 GN0307.and adjusted by the National Geodetic Survey in June 1991..
 GN0307
 GN0307.The geoid height was determined by GEOID03.
 GN0307
 GN0307.The dynamic height is computed by dividing the NAVD 88
 GN0307.geopotential number by the normal gravity value computed on the
 GN0307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GN0307.degrees latitude (g = 980.6199 gals.).
 GN0307
 GN0307.The modeled gravity was interpolated from observed gravity values.
 GN0307
 GN0307;                    North         East    Units  Estimated Accuracy
 GN0307;SPC NM C     -   576,510.      391,800.      MT  (+/- 180 meters Scaled)
 GN0307
 GN0307                          SUPERSEDED SURVEY CONTROL
 GN0307
 GN0307  NGVD 29 (??/??/92) 2132.636  (m)         6996.82   (f) ADJ UNCH    2 0
 GN0307
 GN0307.Superseded values are not recommended for survey control.
 GN0307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0307.See file dsdata.txt to determine how the superseded data were derived.
 GN0307
 GN0307_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBA794080(NAD 83)
 GN0307_MARKER: DB = BENCH MARK DISK
 GN0307_SETTING: 80 = SET IN A BOULDER
 GN0307_STAMPING: K-71 1934
 GN0307_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GN0307+STABILITY: SURFACE MOTION
 GN0307
 GN0307  HISTORY     - Date     Condition        Report By
 GN0307  HISTORY     - 1934     MONUMENTED       CGS
 GN0307  HISTORY     - 1966     MARK NOT FOUND   USGS
 GN0307
 GN0307                          STATION DESCRIPTION
 GN0307
 GN0307'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GN0307'36.4 MI NW FROM CUBA.
 GN0307'36.4 MI NORTHWEST ON STATE HWY NO. 55 34 FEET NORTHWEST OF THE
 GN0307'CENTERLINE OF THE HIGHWAY, AND 21 FEET SOUTH OF A SMALL JUNIPER TREE.
 GN0307'SET IN SANDSTONE OUTCROP AND BOULDER 4 X 4 FT. AND 3 FT. HIGH.
 GN0307
 GN0307                          STATION RECOVERY (1966)
 GN0307
 GN0307'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 GN0307'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0169 ***********************************************************************
 GN0169  DESIGNATION -  K 73
 GN0169  PID         -  GN0169
 GN0169  STATE/COUNTY-  NM/RIO ARRIBA
 GN0169  USGS QUAD   -  MEDANALES (1995)
 GN0169
 GN0169                         *CURRENT SURVEY CONTROL
 GN0169  ___________________________________________________________________
 GN0169* NAD 83(1986)-  36 11 56.     (N)    106 14 31.     (W)     SCALED    
 GN0169* NAVD 88     -      1805.196  (meters)    5922.55   (feet)  ADJUSTED  
 GN0169  ___________________________________________________________________
 GN0169  GEOID HEIGHT-         -18.87  (meters)                     GEOID03
 GN0169  DYNAMIC HT  -        1802.799 (meters)    5914.68  (feet)  COMP
 GN0169  MODELED GRAV-     979,241.6   (mgal)                       NAVD 88
 GN0169
 GN0169  VERT ORDER  -  SECOND    CLASS 0
 GN0169
 GN0169.The horizontal coordinates were scaled from a topographic map and have
 GN0169.an estimated accuracy of +/- 6 seconds.
 GN0169
 GN0169.The orthometric height was determined by differential leveling
 GN0169.and adjusted by the National Geodetic Survey in June 1991..
 GN0169
 GN0169.The geoid height was determined by GEOID03.
 GN0169
 GN0169.The dynamic height is computed by dividing the NAVD 88
 GN0169.geopotential number by the normal gravity value computed on the
 GN0169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GN0169.degrees latitude (g = 980.6199 gals.).
 GN0169
 GN0169.The modeled gravity was interpolated from observed gravity values.
 GN0169
 GN0169;                    North         East    Units  Estimated Accuracy
 GN0169;SPC NM C     -   576,580.      500,720.      MT  (+/- 180 meters Scaled)
 GN0169
 GN0169                          SUPERSEDED SURVEY CONTROL
 GN0169
 GN0169  NGVD 29 (??/??/92) 1804.153  (m)         5919.13   (f) ADJ UNCH    2 0
 GN0169
 GN0169.Superseded values are not recommended for survey control.
 GN0169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0169.See file dsdata.txt to determine how the superseded data were derived.
 GN0169
 GN0169_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCA883067(NAD 83)
 GN0169_MARKER: DB = BENCH MARK DISK
 GN0169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GN0169_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GN0169_STAMPING: K 73 1934
 GN0169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GN0169+STABILITY: SURFACE MOTION
 GN0169
 GN0169  HISTORY     - Date     Condition        Report By
 GN0169  HISTORY     - 1934     MONUMENTED       CGS
 GN0169  HISTORY     - 1939     GOOD             NGS
 GN0169  HISTORY     - 1951     GOOD             NGS
 GN0169
 GN0169                          STATION DESCRIPTION
 GN0169
 GN0169'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 GN0169'5.0 MI SE FROM ABIQUIU.
 GN0169'5.0 MILES SOUTHEAST OF POST OFFICE.  ALONG U.S. HIGHWAY NO. 285. 36
 GN0169'FEET SOUTH OF CENTERLINE OF HIGHWAY.  60 FEET SOUTHEAST OF 6X6
 GN0169'CONCRETE CULVERT.  5 FEET ABOVE ROAD.
 GN0169
 GN0169                          STATION RECOVERY (1951)
 GN0169
 GN0169'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 GN0169'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0126 ***********************************************************************
 FN0126  DESIGNATION -  K 75
 FN0126  PID         -  FN0126
 FN0126  STATE/COUNTY-  NM/SAN MIGUEL
 FN0126  USGS QUAD   -  ONAVA (1976)
 FN0126
 FN0126                         *CURRENT SURVEY CONTROL
 FN0126  ___________________________________________________________________
 FN0126* NAD 83(1986)-  35 44 51.     (N)    105 01 27.     (W)     SCALED    
 FN0126* NAVD 88     -      1984.548  (meters)    6510.97   (feet)  ADJUSTED  
 FN0126  ___________________________________________________________________
 FN0126  GEOID HEIGHT-         -18.84  (meters)                     GEOID03
 FN0126  DYNAMIC HT  -        1981.845 (meters)    6502.10  (feet)  COMP
 FN0126  MODELED GRAV-     979,199.8   (mgal)                       NAVD 88
 FN0126
 FN0126  VERT ORDER  -  SECOND    CLASS 0
 FN0126
 FN0126.The horizontal coordinates were scaled from a topographic map and have
 FN0126.an estimated accuracy of +/- 6 seconds.
 FN0126
 FN0126.The orthometric height was determined by differential leveling
 FN0126.and adjusted by the National Geodetic Survey in June 1991..
 FN0126
 FN0126.The geoid height was determined by GEOID03.
 FN0126
 FN0126.The dynamic height is computed by dividing the NAVD 88
 FN0126.geopotential number by the normal gravity value computed on the
 FN0126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FN0126.degrees latitude (g = 980.6199 gals.).
 FN0126
 FN0126.The modeled gravity was interpolated from observed gravity values.
 FN0126
 FN0126;                    North         East    Units  Estimated Accuracy
 FN0126;SPC NM E     -   526,720.      102,520.      MT  (+/- 180 meters Scaled)
 FN0126
 FN0126                          SUPERSEDED SURVEY CONTROL
 FN0126
 FN0126  NGVD 29 (??/??/92) 1983.578  (m)         6507.79   (f) ADJ UNCH    2 0
 FN0126
 FN0126.Superseded values are not recommended for survey control.
 FN0126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0126.See file dsdata.txt to determine how the superseded data were derived.
 FN0126
 FN0126_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV978559(NAD 83)
 FN0126_MARKER: DB = BENCH MARK DISK
 FN0126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FN0126_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FN0126_STAMPING: K 75 1934
 FN0126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FN0126+STABILITY: SURFACE MOTION
 FN0126
 FN0126  HISTORY     - Date     Condition        Report By
 FN0126  HISTORY     - 1934     MONUMENTED       CGS
 FN0126
 FN0126                          STATION DESCRIPTION
 FN0126
 FN0126'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FN0126'3.8 MI SW FROM WATROUS.
 FN0126'3.8 MI. S.W. OF DEPOT N A.T. AND S.F. RY. 12 FT. N. OF MILE POLE NO.
 FN0126'754, 47 FT. N.W.  OF CENTER LINE OF TRACK, 3 FT. S.E. OF FENCE, AND 6
 FN0126'FT. BELOW TRACK LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0160 ***********************************************************************
 GM0160  DESIGNATION -  K 76
 GM0160  PID         -  GM0160
 GM0160  STATE/COUNTY-  NM/COLFAX
 GM0160  USGS QUAD   -  COLMOR (1964)
 GM0160
 GM0160                         *CURRENT SURVEY CONTROL
 GM0160  ___________________________________________________________________
 GM0160* NAD 83(1986)-  36 14 50.     (N)    104 38 03.     (W)     SCALED    
 GM0160* NAVD 88     -      1820.476  (meters)    5972.68   (feet)  ADJUSTED  
 GM0160  ___________________________________________________________________
 GM0160  GEOID HEIGHT-         -18.94  (meters)                     GEOID03
 GM0160  DYNAMIC HT  -        1818.131 (meters)    5964.98  (feet)  COMP
 GM0160  MODELED GRAV-     979,279.5   (mgal)                       NAVD 88
 GM0160
 GM0160  VERT ORDER  -  SECOND    CLASS 0
 GM0160
 GM0160.The horizontal coordinates were scaled from a topographic map and have
 GM0160.an estimated accuracy of +/- 6 seconds.
 GM0160
 GM0160.The orthometric height was determined by differential leveling
 GM0160.and adjusted by the National Geodetic Survey in June 1991..
 GM0160
 GM0160.The geoid height was determined by GEOID03.
 GM0160
 GM0160.The dynamic height is computed by dividing the NAVD 88
 GM0160.geopotential number by the normal gravity value computed on the
 GM0160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GM0160.degrees latitude (g = 980.6199 gals.).
 GM0160
 GM0160.The modeled gravity was interpolated from observed gravity values.
 GM0160
 GM0160;                    North         East    Units  Estimated Accuracy
 GM0160;SPC NM E     -   581,990.      137,960.      MT  (+/- 180 meters Scaled)
 GM0160
 GM0160                          SUPERSEDED SURVEY CONTROL
 GM0160
 GM0160  NGVD 29 (??/??/92) 1819.621  (m)         5969.87   (f) ADJ UNCH    2 0
 GM0160
 GM0160.Superseded values are not recommended for survey control.
 GM0160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0160.See file dsdata.txt to determine how the superseded data were derived.
 GM0160
 GM0160_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEA328114(NAD 83)
 GM0160_MARKER: DB = BENCH MARK DISK
 GM0160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GM0160_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GM0160_STAMPING: K 76 1934
 GM0160_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GM0160+STABILITY: SURFACE MOTION
 GM0160
 GM0160  HISTORY     - Date     Condition        Report By
 GM0160  HISTORY     - 1934     MONUMENTED       CGS
 GM0160
 GM0160                          STATION DESCRIPTION
 GM0160
 GM0160'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GM0160'2.0 MI NE FROM COLMOR.
 GM0160'2.0 MI. N.E. ON A.T. AND S.F. RY.  4 FT. N. OF MILE POLE NO. 708, 31
 GM0160'FT. S. OF CENTER OF ROAD CROSSING TRACK, 64 FT. W. OF CENTER LINE OF
 GM0160'TRACK AND IN LINE OF POLES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0253 ***********************************************************************
 FN0253  DESIGNATION -  K 77
 FN0253  PID         -  FN0253
 FN0253  STATE/COUNTY-  NM/GUADALUPE
 FN0253  USGS QUAD   -  DILIA (1963)
 FN0253
 FN0253                         *CURRENT SURVEY CONTROL
 FN0253  ___________________________________________________________________
 FN0253* NAD 83(1986)-  35 09 05.     (N)    105 03 56.     (W)     SCALED    
 FN0253* NAVD 88     -      1585.109  (meters)    5200.48   (feet)  ADJUSTED  
 FN0253  ___________________________________________________________________
 FN0253  GEOID HEIGHT-         -20.80  (meters)                     GEOID03
 FN0253  DYNAMIC HT  -        1582.989 (meters)    5193.52  (feet)  COMP
 FN0253  MODELED GRAV-     979,241.0   (mgal)                       NAVD 88
 FN0253
 FN0253  VERT ORDER  -  SECOND    CLASS 0
 FN0253
 FN0253.The horizontal coordinates were scaled from a topographic map and have
 FN0253.an estimated accuracy of +/- 6 seconds.
 FN0253
 FN0253.The orthometric height was determined by differential leveling
 FN0253.and adjusted by the National Geodetic Survey in June 1991..
 FN0253
 FN0253.The geoid height was determined by GEOID03.
 FN0253
 FN0253.The dynamic height is computed by dividing the NAVD 88
 FN0253.geopotential number by the normal gravity value computed on the
 FN0253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FN0253.degrees latitude (g = 980.6199 gals.).
 FN0253
 FN0253.The modeled gravity was interpolated from observed gravity values.
 FN0253
 FN0253;                    North         East    Units  Estimated Accuracy
 FN0253;SPC NM E     -   460,620.       98,290.      MT  (+/- 180 meters Scaled)
 FN0253
 FN0253                          SUPERSEDED SURVEY CONTROL
 FN0253
 FN0253  NGVD 29 (??/??/92) 1584.339  (m)         5197.95   (f) ADJ UNCH    2 0
 FN0253
 FN0253.Superseded values are not recommended for survey control.
 FN0253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0253.See file dsdata.txt to determine how the superseded data were derived.
 FN0253
 FN0253_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDU940898(NAD 83)
 FN0253_MARKER: DB = BENCH MARK DISK
 FN0253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FN0253_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FN0253_STAMPING: K 77 1934
 FN0253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FN0253+STABILITY: SURFACE MOTION
 FN0253
 FN0253  HISTORY     - Date     Condition        Report By
 FN0253  HISTORY     - 1934     MONUMENTED       CGS
 FN0253  HISTORY     - 1958     GOOD             NGS
 FN0253  HISTORY     - 1966     GOOD             NGS
 FN0253
 FN0253                          STATION DESCRIPTION
 FN0253
 FN0253'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 FN0253'2.4 MI S FROM DILIA.
 FN0253'FROM THE TOWN OF DILIA AT THE INTERSECTION OF THE ROAD TO ANTO CHICO,
 FN0253'GO SOUTH ALONG PRESENT U.S. HIGHWAY 84 FOR 1.8 MILES TO A SIDE ROAD
 FN0253'RIGHT, 0.1 MILE SOUTH OF THE BRIDGE OVER THE PECOS RIVER.  TURN RIGHT
 FN0253'AND FOLLOW MAIN ROAD PAST STATE ROAD GRAVEL STORAGE AREA FOR 1.25
 FN0253'MILES TO THE FENCE ALONG THE EAST SIDE OF THE ABANDONED HIGHWAY 84
 FN0253'RIGHT OF WAY.  TURN SOUTH ALONG EAST SIDE OF EAST FENCE AND GO 0.55
 FN0253'MILES TO THE MARK WHICH PROJECT ABOUT 4 INCHES AND IS ABOUT 10 FEET
 FN0253'EAST OF THE RIGHT OF WAY FENCE.
 FN0253
 FN0253                          STATION RECOVERY (1966)
 FN0253
 FN0253'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 FN0253'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0139 ***********************************************************************
 FN0139  DESIGNATION -  K 78
 FN0139  PID         -  FN0139
 FN0139  STATE/COUNTY-  NM/MORA
 FN0139  USGS QUAD   -  MORA (1965)
 FN0139
 FN0139                         *CURRENT SURVEY CONTROL
 FN0139  ___________________________________________________________________
 FN0139* NAD 83(1986)-  35 54 17.     (N)    105 15 07.     (W)     SCALED    
 FN0139* NAVD 88     -      2146.387  (meters)    7041.94   (feet)  ADJUSTED  
 FN0139  ___________________________________________________________________
 FN0139  GEOID HEIGHT-         -18.02  (meters)                     GEOID03
 FN0139  DYNAMIC HT  -        2143.390 (meters)    7032.11  (feet)  COMP
 FN0139  MODELED GRAV-     979,159.3   (mgal)                       NAVD 88
 FN0139
 FN0139  VERT ORDER  -  SECOND    CLASS 0
 FN0139
 FN0139.The horizontal coordinates were scaled from a topographic map and have
 FN0139.an estimated accuracy of +/- 6 seconds.
 FN0139
 FN0139.The orthometric height was determined by differential leveling
 FN0139.and adjusted by the National Geodetic Survey in June 1991..
 FN0139
 FN0139.The geoid height was determined by GEOID03.
 FN0139
 FN0139.The dynamic height is computed by dividing the NAVD 88
 FN0139.geopotential number by the normal gravity value computed on the
 FN0139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FN0139.degrees latitude (g = 980.6199 gals.).
 FN0139
 FN0139.The modeled gravity was interpolated from observed gravity values.
 FN0139
 FN0139;                    North         East    Units  Estimated Accuracy
 FN0139;SPC NM E     -   544,340.       82,080.      MT  (+/- 180 meters Scaled)
 FN0139
 FN0139                          SUPERSEDED SURVEY CONTROL
 FN0139
 FN0139  NGVD 29 (??/??/92) 2145.312  (m)         7038.41   (f) ADJ UNCH    2 0
 FN0139
 FN0139.Superseded values are not recommended for survey control.
 FN0139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0139.See file dsdata.txt to determine how the superseded data were derived.
 FN0139
 FN0139_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV772734(NAD 83)
 FN0139_MARKER: DB = BENCH MARK DISK
 FN0139_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FN0139_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FN0139_STAMPING: K 78 1934
 FN0139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FN0139+STABILITY: SURFACE MOTION
 FN0139
 FN0139  HISTORY     - Date     Condition        Report By
 FN0139  HISTORY     - 1934     MONUMENTED       CGS
 FN0139
 FN0139                          STATION DESCRIPTION
 FN0139
 FN0139'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FN0139'8 MI S FROM MORA.
 FN0139'8 MILES SOUTH ALONG STATE HIGHWAY 3 FROM MORA, MORA COUNTY, 200 YARDS
 FN0139'SOUTH OF A BRIDGE AT THE BOTTOM OF A LOW DIP, OPPOSITE AN ABODE HOUSE,
 FN0139'36 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 7 FEET SOUTH OF A
 FN0139'THREE-WAY FENCE CORNER, AND 1 FOOT WEST OF A FENCE.  A STANDARD DISK,
 FN0139'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0486 ***********************************************************************
 GM0486  DESIGNATION -  K 79
 GM0486  PID         -  GM0486
 GM0486  STATE/COUNTY-  NM/TAOS
 GM0486  USGS QUAD   -  RANCHOS DE TAOS (1995)
 GM0486
 GM0486                         *CURRENT SURVEY CONTROL
 GM0486  ___________________________________________________________________
 GM0486* NAD 83(1986)-  36 19 00.     (N)    105 34 53.     (W)     SCALED    
 GM0486* NAVD 88     -      2181.900  (meters)    7158.45   (feet)  ADJUSTED  
 GM0486  ___________________________________________________________________
 GM0486  GEOID HEIGHT-         -17.32  (meters)                     GEOID03
 GM0486  DYNAMIC HT  -        2178.873 (meters)    7148.52  (feet)  COMP
 GM0486  MODELED GRAV-     979,167.0   (mgal)                       NAVD 88
 GM0486
 GM0486  VERT ORDER  -  SECOND    CLASS 0
 GM0486
 GM0486.The horizontal coordinates were scaled from a topographic map and have
 GM0486.an estimated accuracy of +/- 6 seconds.
 GM0486
 GM0486.The orthometric height was determined by differential leveling
 GM0486.and adjusted by the National Geodetic Survey in June 1991..
 GM0486
 GM0486.The geoid height was determined by GEOID03.
 GM0486
 GM0486.The dynamic height is computed by dividing the NAVD 88
 GM0486.geopotential number by the normal gravity value computed on the
 GM0486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GM0486.degrees latitude (g = 980.6199 gals.).
 GM0486
 GM0486.The modeled gravity was interpolated from observed gravity values.
 GM0486
 GM0486;                    North         East    Units  Estimated Accuracy
 GM0486;SPC NM C     -   589,860.      560,040.      MT  (+/- 180 meters Scaled)
 GM0486
 GM0486                          SUPERSEDED SURVEY CONTROL
 GM0486
 GM0486  NGVD 29 (??/??/92) 2180.754  (m)         7154.69   (f) ADJ UNCH    2 0
 GM0486
 GM0486.Superseded values are not recommended for survey control.
 GM0486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0486.See file dsdata.txt to determine how the superseded data were derived.
 GM0486
 GM0486_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDA478192(NAD 83)
 GM0486_MARKER: DB = BENCH MARK DISK
 GM0486_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GM0486_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GM0486_STAMPING: K 79 1934
 GM0486_MARK LOGO: CGS   
 GM0486_MAGNETIC: N = NO MAGNETIC MATERIAL
 GM0486_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GM0486+STABILITY: SURFACE MOTION
 GM0486
 GM0486  HISTORY     - Date     Condition        Report By
 GM0486  HISTORY     - 1934     MONUMENTED       CGS
 GM0486  HISTORY     - 19880407 GOOD             NMHD
 GM0486
 GM0486                          STATION DESCRIPTION
 GM0486
 GM0486'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GM0486'7.0 MI S FROM TAOS.
 GM0486'7.0 MILES SOUTH ALONG STATE HIGHWAY 3 FROM TAOS, TAOS COUNTY, ON THE
 GM0486'TOP OF A SMALL RISE AT THE BOTTOM OF A GRADE, 40 FEET NORTH OF A DRY
 GM0486'WASH, AND 46 FEET WEST OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD
 GM0486'DISK, SET IN THE TOP OF A CONCRETE POST.
 GM0486
 GM0486                          STATION RECOVERY (1988)
 GM0486
 GM0486'RECOVERY NOTE BY NM HIGHWAY DEPT 1988 (PBW)
 GM0486'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0869 ***********************************************************************
 GM0869  DESIGNATION -  K 79 RESET
 GM0869  PID         -  GM0869
 GM0869  STATE/COUNTY-  NM/TAOS
 GM0869  USGS QUAD   -  RANCHOS DE TAOS (1995)
 GM0869
 GM0869                         *CURRENT SURVEY CONTROL
 GM0869  ___________________________________________________________________
 GM0869* NAD 83(1986)-  36 19 00.     (N)    105 34 53.     (W)     SCALED    
 GM0869* NAVD 88     -      2183.82   (+/-2cm)    7164.7    (feet)  VERTCON   
 GM0869  ___________________________________________________________________
 GM0869  GEOID HEIGHT-         -17.32  (meters)                     GEOID03
 GM0869
 GM0869  VERT ORDER  -  THIRD (See Below)
 GM0869
 GM0869.The horizontal coordinates were scaled from a topographic map and have
 GM0869.an estimated accuracy of +/- 6 seconds.
 GM0869
 GM0869.The NAVD 88 height was computed by applying the VERTCON shift value to
 GM0869.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GM0869.The vertical order pertains to the NGVD 29 superseded value.
 GM0869
 GM0869.The geoid height was determined by GEOID03.
 GM0869
 GM0869;                    North         East    Units  Estimated Accuracy
 GM0869;SPC NM C     -   589,860.      560,040.      MT  (+/- 180 meters Scaled)
 GM0869
 GM0869                          SUPERSEDED SURVEY CONTROL
 GM0869
 GM0869  NGVD 29 (06/15/00) 2182.67   (m)         7161.0    (f) RESET       3  
 GM0869
 GM0869.Superseded values are not recommended for survey control.
 GM0869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0869.See file dsdata.txt to determine how the superseded data were derived.
 GM0869
 GM0869_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDA478192(NAD 83)
 GM0869_MARKER: DV = VERTICAL CONTROL DISK
 GM0869_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GM0869_SP_SET: CONCRETE POST
 GM0869_STAMPING: K 79 RESET 1988
 GM0869_MARK LOGO: NGS   
 GM0869_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 GM0869_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GM0869+STABILITY: SURFACE MOTION
 GM0869
 GM0869  HISTORY     - Date     Condition        Report By
 GM0869  HISTORY     - 1988     MONUMENTED       NMHD
 GM0869
 GM0869                          STATION DESCRIPTION
 GM0869
 GM0869'DESCRIBED BY NM HIGHWAY DEPT 1988
 GM0869'7.0 MILES SOUTH ALONG STATE ROAD 518, (FORMERLY SR 3), FROM TAOS, FROM
 GM0869'THE INTERSECTION OF STATE ROAD 518 AND STATE ROAD 68, GO SOUTH ON SR
 GM0869'518 FOR 3.5 MILES TO THE STATION ON THE LEFT, 73 FEET EAST OF THE
 GM0869'CENTERLINE OF THE HIGHWAY, 72 FEET SOUTH OF THE FLOWLINE OF A LARGE
 GM0869'DRY WASH, 2 FEET SOUTHWEST OF A METAL WITNESS POST, PROJECTING 0.3
 GM0869'FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0037 ***********************************************************************
 DR0037  DESIGNATION -  K 8
 DR0037  PID         -  DR0037
 DR0037  STATE/COUNTY-  NM/CHAVES
 DR0037  USGS QUAD   -  CAMPBELL (1979)
 DR0037
 DR0037                         *CURRENT SURVEY CONTROL
 DR0037  ___________________________________________________________________
 DR0037* NAD 83(1986)-  33 36 26.     (N)    104 12 03.     (W)     SCALED    
 DR0037* NAVD 88     -      1188.865  (meters)    3900.47   (feet)  ADJUSTED  
 DR0037  ___________________________________________________________________
 DR0037  GEOID HEIGHT-         -23.21  (meters)                     GEOID03
 DR0037  DYNAMIC HT  -        1187.247 (meters)    3895.16  (feet)  COMP
 DR0037  MODELED GRAV-     979,235.0   (mgal)                       NAVD 88
 DR0037
 DR0037  VERT ORDER  -  FIRST     CLASS II
 DR0037
 DR0037.The horizontal coordinates were scaled from a topographic map and have
 DR0037.an estimated accuracy of +/- 6 seconds.
 DR0037
 DR0037.The orthometric height was determined by differential leveling
 DR0037.and adjusted by the National Geodetic Survey in June 1991..
 DR0037
 DR0037.The geoid height was determined by GEOID03.
 DR0037
 DR0037.The dynamic height is computed by dividing the NAVD 88
 DR0037.geopotential number by the normal gravity value computed on the
 DR0037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0037.degrees latitude (g = 980.6199 gals.).
 DR0037
 DR0037.The modeled gravity was interpolated from observed gravity values.
 DR0037
 DR0037;                    North         East    Units  Estimated Accuracy
 DR0037;SPC NM E     -   289,100.      177,300.      MT  (+/- 180 meters Scaled)
 DR0037
 DR0037                          SUPERSEDED SURVEY CONTROL
 DR0037
 DR0037  NGVD 29 (??/??/92) 1188.286  (m)         3898.57   (f) ADJ UNCH    1 2
 DR0037
 DR0037.Superseded values are not recommended for survey control.
 DR0037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0037.See file dsdata.txt to determine how the superseded data were derived.
 DR0037
 DR0037_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SET741188(NAD 83)
 DR0037_MARKER: X = CHISELED CROSS
 DR0037_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DR0037_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR0037
 DR0037  HISTORY     - Date     Condition        Report By
 DR0037  HISTORY     - UNK      MONUMENTED       CGS
 DR0037  HISTORY     - 1961     MARK NOT FOUND   NGS
 DR0037
 DR0037                          STATION DESCRIPTION
 DR0037
 DR0037'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 DR0037'0.4 MI NE FROM CAMPBELL.
 DR0037'0.4 MILE NORTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 DR0037'FROM THE STATION AT CAMPBELL, ON THE TOP OF IRON MILEPOST 82, 10 FEET
 DR0037'NORTHWEST OF THE CENTERLINE OF THE TRACK, AND LEVEL WITH THE TRACK. A
 DR0037'CHISELED CROSS.  NOTE-- THE OLD IRON MILE POST IS NOT IN USE ANYMORE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0541 ***********************************************************************
 GM0541  DESIGNATION -  K 80
 GM0541  PID         -  GM0541
 GM0541  STATE/COUNTY-  NM/TAOS
 GM0541  USGS QUAD   -  COSTILLA (1963)
 GM0541
 GM0541                         *CURRENT SURVEY CONTROL
 GM0541  ___________________________________________________________________
 GM0541* NAD 83(1986)-  36 56 31.     (N)    105 33 06.     (W)     SCALED    
 GM0541* NAVD 88     -      2361.675  (meters)    7748.26   (feet)  ADJUSTED  
 GM0541  ___________________________________________________________________
 GM0541  GEOID HEIGHT-         -16.83  (meters)                     GEOID03
 GM0541  DYNAMIC HT  -        2358.435 (meters)    7737.63  (feet)  COMP
 GM0541  MODELED GRAV-     979,174.5   (mgal)                       NAVD 88
 GM0541
 GM0541  VERT ORDER  -  SECOND    CLASS 0
 GM0541
 GM0541.The horizontal coordinates were scaled from a topographic map and have
 GM0541.an estimated accuracy of +/- 6 seconds.
 GM0541
 GM0541.The orthometric height was determined by differential leveling
 GM0541.and adjusted by the National Geodetic Survey in June 1991..
 GM0541
 GM0541.The geoid height was determined by GEOID03.
 GM0541
 GM0541.The dynamic height is computed by dividing the NAVD 88
 GM0541.geopotential number by the normal gravity value computed on the
 GM0541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GM0541.degrees latitude (g = 980.6199 gals.).
 GM0541
 GM0541.The modeled gravity was interpolated from observed gravity values.
 GM0541
 GM0541;                    North         East    Units  Estimated Accuracy
 GM0541;SPC NM C     -   659,260.      562,200.      MT  (+/- 180 meters Scaled)
 GM0541
 GM0541                          SUPERSEDED SURVEY CONTROL
 GM0541
 GM0541  NGVD 29 (??/??/92) 2360.397  (m)         7744.07   (f) ADJ UNCH    2 0
 GM0541
 GM0541.Superseded values are not recommended for survey control.
 GM0541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0541.See file dsdata.txt to determine how the superseded data were derived.
 GM0541
 GM0541_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDA508885(NAD 83)
 GM0541_MARKER: DB = BENCH MARK DISK
 GM0541_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GM0541_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GM0541_STAMPING: K 80 1934
 GM0541_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GM0541+STABILITY: SURFACE MOTION
 GM0541
 GM0541  HISTORY     - Date     Condition        Report By
 GM0541  HISTORY     - 1934     MONUMENTED       CGS
 GM0541  HISTORY     - 1963     POOR             USGS
 GM0541
 GM0541                          STATION DESCRIPTION
 GM0541
 GM0541'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 GM0541'6.1 MI S FROM GARCIA.
 GM0541'6.1 MILES SOUTH ALONG COLORADO STATE HIGHWAY 159 AND NEW MEXICO STATE
 GM0541'HIGHWAY 3 FROM GARCIA, COSTILLA COUNTY, 4.0 MILES SOUTH OF THE
 GM0541'COLORADO AND NEW MEXICO STATE LINE ON THE NEW MEXICO STATE HIGHWAY 3,
 GM0541'87 FEET WEST OF THE CENTER LINE OF THE NEW HIGHWAY.  A STANDARD DISK
 GM0541'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0892 ***********************************************************************
 CX0892  DESIGNATION -  K 81
 CX0892  PID         -  CX0892
 CX0892  STATE/COUNTY-  NM/DONA ANA
 CX0892  USGS QUAD   -  HATCH (1978)
 CX0892
 CX0892                         *CURRENT SURVEY CONTROL
 CX0892  ___________________________________________________________________
 CX0892* NAD 83(1986)-  32 39 52.     (N)    107 09 13.     (W)     SCALED    
 CX0892* NAVD 88     -      1237.095  (meters)    4058.70   (feet)  ADJUSTED  
 CX0892  ___________________________________________________________________
 CX0892  GEOID HEIGHT-         -23.78  (meters)                     GEOID03
 CX0892  DYNAMIC HT  -        1235.283 (meters)    4052.76  (feet)  COMP
 CX0892  MODELED GRAV-     979,131.3   (mgal)                       NAVD 88
 CX0892
 CX0892  VERT ORDER  -  FIRST     CLASS II
 CX0892
 CX0892.The horizontal coordinates were scaled from a topographic map and have
 CX0892.an estimated accuracy of +/- 6 seconds.
 CX0892
 CX0892.The orthometric height was determined by differential leveling
 CX0892.and adjusted by the National Geodetic Survey in June 1991..
 CX0892
 CX0892.The geoid height was determined by GEOID03.
 CX0892
 CX0892.The dynamic height is computed by dividing the NAVD 88
 CX0892.geopotential number by the normal gravity value computed on the
 CX0892.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0892.degrees latitude (g = 980.6199 gals.).
 CX0892
 CX0892.The modeled gravity was interpolated from observed gravity values.
 CX0892
 CX0892;                    North         East    Units  Estimated Accuracy
 CX0892;SPC NM C     -   184,900.      415,240.      MT  (+/- 180 meters Scaled)
 CX0892
 CX0892                          SUPERSEDED SURVEY CONTROL
 CX0892
 CX0892  NGVD 29 (??/??/92) 1236.507  (m)         4056.77   (f) ADJ UNCH    1 2
 CX0892
 CX0892.Superseded values are not recommended for survey control.
 CX0892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0892.See file dsdata.txt to determine how the superseded data were derived.
 CX0892
 CX0892_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBS980161(NAD 83)
 CX0892_MARKER: DB = BENCH MARK DISK
 CX0892_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CX0892_SP_SET: FOUNDATION
 CX0892_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CX0892_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CX0892+SATELLITE: SATELLITE OBSERVATIONS - November 11, 2004
 CX0892
 CX0892  HISTORY     - Date     Condition        Report By
 CX0892  HISTORY     - 1934     MONUMENTED       CGS
 CX0892  HISTORY     - 1952     GOOD             NGS
 CX0892  HISTORY     - 1980     GOOD             NGS
 CX0892  HISTORY     - 1980     GOOD             NGS
 CX0892  HISTORY     - 1981     GOOD             NGS
 CX0892  HISTORY     - 19990411 GOOD             NGS
 CX0892  HISTORY     - 20041111 GOOD             NGS
 CX0892
 CX0892                          STATION DESCRIPTION
 CX0892
 CX0892'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CX0892'IN HATCH.
 CX0892'AT HATCH, DONA ANA COUNTY, IN THE ATCHISON, TOPEKA AND SANTA FE
 CX0892'RAILWAY YARDS, 55 FEET NORTHWEST OF THE CROSSING SIGNAL WHICH IS IN
 CX0892'THE CENTER OF THE STREET AND MIDWAY BETWEEN THE NORTH SIDING AND THE
 CX0892'MAIN TRACK, 11 FEET NORTH OF THE CENTERLINE OF THE SIDING, AT THE
 CX0892'JAMES DICK CO.  WHOLESALE HOUSE, IN THE EAST WALL OF THE CONCRETE
 CX0892'FOUNDATION, 1.4 FEET NORTH OF THE SOUTHEAST CORNER OF THE BUILDING,
 CX0892'AND 3 FEET ABOVE THE GROUND.  A STANDARD DISK, STAMPED K 81 1934 AND
 CX0892'SET VERTICALLY.
 CX0892
 CX0892                          STATION RECOVERY (1952)
 CX0892
 CX0892'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 CX0892'RECOVERED IN GOOD CONDITION.
 CX0892
 CX0892                          STATION RECOVERY (1980)
 CX0892
 CX0892'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CX0892'RECOVERED IN GOOD CONDITION.
 CX0892
 CX0892                          STATION RECOVERY (1980)
 CX0892
 CX0892'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CX0892'RECOVERED IN GOOD CONDITION.
 CX0892
 CX0892                          STATION RECOVERY (1981)
 CX0892
 CX0892'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CX0892'RECOVERED IN GOOD CONDITION.
 CX0892
 CX0892                          STATION RECOVERY (1999)
 CX0892
 CX0892'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (DW)
 CX0892'BLDG. IS NOW THE SHARP OIL COMPANY (CHEVRON OIL PRODUCTS) AT 201
 CX0892'SPRING CANYON ROAD.  RR IS NOW BNSF.  GRAVITY BASE STATION 'HATCH'
 CX0892'(DOD 3888-1, HUS 387) IS ON GROUND DIRECTLY BELOW DISK.
 CX0892
 CX0892                          STATION RECOVERY (2004)
 CX0892
 CX0892'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (DW)
 CX0892'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0869 ***********************************************************************
 DS0869  DESIGNATION -  K 82
 DS0869  PID         -  DS0869
 DS0869  STATE/COUNTY-  NM/SIERRA
 DS0869  USGS QUAD   -  HUERFANO HILL (1980)
 DS0869
 DS0869                         *CURRENT SURVEY CONTROL
 DS0869  ___________________________________________________________________
 DS0869* NAD 83(1986)-  33 15 46.     (N)    107 18 57.     (W)     SCALED    
 DS0869* NAVD 88     -      1516.231  (meters)    4974.50   (feet)  ADJUSTED  
 DS0869  ___________________________________________________________________
 DS0869  GEOID HEIGHT-         -23.16  (meters)                     GEOID03
 DS0869  DYNAMIC HT  -        1513.994 (meters)    4967.16  (feet)  COMP
 DS0869  MODELED GRAV-     979,108.6   (mgal)                       NAVD 88
 DS0869
 DS0869  VERT ORDER  -  FIRST     CLASS II
 DS0869
 DS0869.The horizontal coordinates were scaled from a topographic map and have
 DS0869.an estimated accuracy of +/- 6 seconds.
 DS0869
 DS0869.The orthometric height was determined by differential leveling
 DS0869.and adjusted by the National Geodetic Survey in June 1991..
 DS0869
 DS0869.The geoid height was determined by GEOID03.
 DS0869
 DS0869.The dynamic height is computed by dividing the NAVD 88
 DS0869.geopotential number by the normal gravity value computed on the
 DS0869.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0869.degrees latitude (g = 980.6199 gals.).
 DS0869
 DS0869.The modeled gravity was interpolated from observed gravity values.
 DS0869
 DS0869;                    North         East    Units  Estimated Accuracy
 DS0869;SPC NM W     -   251,020.      878,210.      MT  (+/- 180 meters Scaled)
 DS0869
 DS0869                          SUPERSEDED SURVEY CONTROL
 DS0869
 DS0869  NGVD 29 (??/??/92) 1515.541  (m)         4972.24   (f) ADJ UNCH    1 2
 DS0869
 DS0869.Superseded values are not recommended for survey control.
 DS0869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0869.See file dsdata.txt to determine how the superseded data were derived.
 DS0869
 DS0869_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBS842828(NAD 83)
 DS0869_MARKER: DB = BENCH MARK DISK
 DS0869_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0869_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0869_STAMPING: K 82 1934
 DS0869_PROJECTION: PROJECTING 13 CENTIMETERS
 DS0869_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0869+STABILITY: SURFACE MOTION
 DS0869
 DS0869  HISTORY     - Date     Condition        Report By
 DS0869  HISTORY     - 1934     MONUMENTED       CGS
 DS0869  HISTORY     - 1951     GOOD             NGS
 DS0869  HISTORY     - 1980     GOOD             NGS
 DS0869
 DS0869                          STATION DESCRIPTION
 DS0869
 DS0869'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 DS0869'12.1 MI N FROM HOT SPRINGS.
 DS0869'9.3 MILES NORTH ALONG U.S. HIGHWAY 85 FROM THE POST OFFICE AT HOT
 DS0869'SPRINGS, THENCE 2.0 MILES WEST ALONG STATE HIGHWAY 52, THENCE 0.8 MILE
 DS0869'NORTHWEST ALONG A GRADED DIRT ROAD LEADING TO MONTICELLO, 73 FEET
 DS0869'SOUTHWEST OF THE CENTER LINE OF THE ROAD, 2 FEET NORTHEAST OF A
 DS0869'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4
 DS0869'FOOT ABOVE THE GROUND.  NOTE-- HOT SPRINGS N.M. HAS BEEN RENAMED TRUTH
 DS0869'OR CONSEQUENCES N.M.
 DS0869
 DS0869                          STATION RECOVERY (1980)
 DS0869
 DS0869'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DS0869'14.0 KILOMETERS (8.7 MILES) NORTH AND NORTHWEST ALONG U.S. HIGHWAY 85
 DS0869'FROM THE SIERRA COUNTY COURTHOUSE IN TRUTH OR CONSEQUENCES, THENCE
 DS0869'3.2 KILOMETERS (2.0 MILES) WEST ALONG STATE HIGHWAY 52, THENCE 1.3
 DS0869'KILOMETERS (0.8 MILE) NORTHWEST ALONG STATE HIGHWAY 142, 0.5
 DS0869'KILOMETER (0.3 MILE) NORTHWEST OF A DIRT ROAD LEADING NORTHWEST,
 DS0869'22.2 METERS (73.0 FEET) SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY
 DS0869'AND 14.0 METERS (46.0 FEET) SOUTHEAST OF A TELEPHONE POLE.
 DS0869'THE MARK IS 0.4 METERS  SE FROM A WITNESS POST.
 DS0869'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0580 ***********************************************************************
 FO0580  DESIGNATION -  K 83
 FO0580  PID         -  FO0580
 FO0580  STATE/COUNTY-  NM/SANDOVAL
 FO0580  USGS QUAD   -  PONDEROSA (1993)
 FO0580
 FO0580                         *CURRENT SURVEY CONTROL
 FO0580  ___________________________________________________________________
 FO0580* NAD 83(1986)-  35 40 06.     (N)    106 44 31.     (W)     SCALED    
 FO0580* NAVD 88     -      1732.399  (meters)    5683.71   (feet)  ADJUSTED  
 FO0580  ___________________________________________________________________
 FO0580  GEOID HEIGHT-         -19.80  (meters)                     GEOID03
 FO0580  DYNAMIC HT  -        1730.100 (meters)    5676.17  (feet)  COMP
 FO0580  MODELED GRAV-     979,244.6   (mgal)                       NAVD 88
 FO0580
 FO0580  VERT ORDER  -  SECOND    CLASS 0
 FO0580
 FO0580.The horizontal coordinates were scaled from a topographic map and have
 FO0580.an estimated accuracy of +/- 6 seconds.
 FO0580
 FO0580.The orthometric height was determined by differential leveling
 FO0580.and adjusted by the National Geodetic Survey in June 1991..
 FO0580
 FO0580.The geoid height was determined by GEOID03.
 FO0580
 FO0580.The dynamic height is computed by dividing the NAVD 88
 FO0580.geopotential number by the normal gravity value computed on the
 FO0580.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0580.degrees latitude (g = 980.6199 gals.).
 FO0580
 FO0580.The modeled gravity was interpolated from observed gravity values.
 FO0580
 FO0580;                    North         East    Units  Estimated Accuracy
 FO0580;SPC NM C     -   517,830.      455,460.      MT  (+/- 180 meters Scaled)
 FO0580
 FO0580                          SUPERSEDED SURVEY CONTROL
 FO0580
 FO0580  NGVD 29 (??/??/92) 1731.483  (m)         5680.71   (f) ADJ UNCH    2 0
 FO0580
 FO0580.Superseded values are not recommended for survey control.
 FO0580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0580.See file dsdata.txt to determine how the superseded data were derived.
 FO0580
 FO0580_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV423485(NAD 83)
 FO0580_MARKER: DB = BENCH MARK DISK
 FO0580_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FO0580_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FO0580_STAMPING: K 83 1934
 FO0580_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO0580+STABILITY: SURFACE MOTION
 FO0580
 FO0580  HISTORY     - Date     Condition        Report By
 FO0580  HISTORY     - 1934     MONUMENTED       CGS
 FO0580  HISTORY     - 1952     GOOD             USGS
 FO0580
 FO0580                          STATION DESCRIPTION
 FO0580
 FO0580'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 FO0580'4.4 MI N FROM JEMEZ.
 FO0580'4.4 MILES NORTH OF THE CATHOLIC CHURCH IN JEMEZ, ALONG STATE HIGHWAY
 FO0580'4, 0.1 MILE NORTH OF THE JUNCTION OF A ROAD LEADING TO CANYON, 120
 FO0580'FEET NORTHEAST OF AN ADOBE HOUSE WEST OF THE HIGHWAY, 100 FEET EAST OF
 FO0580'THE CENTERLINE OF THE HIGHWAY, AND 10 FEET HIGHER THAN THE HIGHWAY. A
 FO0580'STANDARD DISK, STAMPED K 83 1934 AND SET IN THE TOP OF A CONCRETE POST
 FO0580'PROJECTING 0.6 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1153 ***********************************************************************
 GL1153  DESIGNATION -  K 84
 GL1153  PID         -  GL1153
 GL1153  STATE/COUNTY-  NM/UNION
 GL1153  USGS QUAD   -  FOLSOM (1972)
 GL1153
 GL1153                         *CURRENT SURVEY CONTROL
 GL1153  ___________________________________________________________________
 GL1153* NAD 83(1986)-  36 50 23.     (N)    103 54 13.     (W)     SCALED    
 GL1153* NAVD 88     -      1961.272  (meters)    6434.61   (feet)  ADJUSTED  
 GL1153  ___________________________________________________________________
 GL1153  GEOID HEIGHT-         -19.06  (meters)                     GEOID03
 GL1153  DYNAMIC HT  -        1958.838 (meters)    6426.62  (feet)  COMP
 GL1153  MODELED GRAV-     979,319.9   (mgal)                       NAVD 88
 GL1153
 GL1153  VERT ORDER  -  SECOND    CLASS 0
 GL1153
 GL1153.The horizontal coordinates were scaled from a topographic map and have
 GL1153.an estimated accuracy of +/- 6 seconds.
 GL1153
 GL1153.The orthometric height was determined by differential leveling
 GL1153.and adjusted by the National Geodetic Survey in June 1991..
 GL1153
 GL1153.The geoid height was determined by GEOID03.
 GL1153
 GL1153.The dynamic height is computed by dividing the NAVD 88
 GL1153.geopotential number by the normal gravity value computed on the
 GL1153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL1153.degrees latitude (g = 980.6199 gals.).
 GL1153
 GL1153.The modeled gravity was interpolated from observed gravity values.
 GL1153
 GL1153;                    North         East    Units  Estimated Accuracy
 GL1153;SPC NM E     -   647,780.      203,330.      MT  (+/- 180 meters Scaled)
 GL1153
 GL1153                          SUPERSEDED SURVEY CONTROL
 GL1153
 GL1153  NGVD 29 (??/??/92) 1960.275  (m)         6431.34   (f) ADJ UNCH    2 0
 GL1153
 GL1153.Superseded values are not recommended for survey control.
 GL1153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1153.See file dsdata.txt to determine how the superseded data were derived.
 GL1153
 GL1153_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEA977776(NAD 83)
 GL1153_MARKER: DB = BENCH MARK DISK
 GL1153_SETTING: 66 = SET IN ROCK OUTCROP
 GL1153_SP_SET: SANDSTONE OUTCROP
 GL1153_STAMPING: K-84 1934
 GL1153_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GL1153+STABILITY: POSITION/ELEVATION WELL
 GL1153
 GL1153  HISTORY     - Date     Condition        Report By
 GL1153  HISTORY     - 1934     MONUMENTED       CGS
 GL1153  HISTORY     - 1972     MARK NOT FOUND   USGS
 GL1153
 GL1153                          STATION DESCRIPTION
 GL1153
 GL1153'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GL1153'1.2 MI SE FROM FOLSOM.
 GL1153'1.2 MI S.E. ON C. AND S. RY 1 POLE S.E. OF MILE POLE 283, 73 FEET N OF
 GL1153'A RAILWAY CROSSING, 61 FEET NE OF THE CENTERLINE OF THE TRACK, 9 FEET
 GL1153'S OF A FENCE CORNER.
 GL1153
 GL1153                          STATION RECOVERY (1972)
 GL1153
 GL1153'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 GL1153'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0980 ***********************************************************************
 DS0980  DESIGNATION -  K 86
 DS0980  PID         -  DS0980
 DS0980  STATE/COUNTY-  NM/SOCORRO
 DS0980  USGS QUAD   -  DUSTY (1995)
 DS0980
 DS0980                         *CURRENT SURVEY CONTROL
 DS0980  ___________________________________________________________________
 DS0980* NAD 83(1986)-  33 44 33.     (N)    107 40 16.     (W)     SCALED    
 DS0980* NAVD 88     -      2093.819  (meters)    6869.47   (feet)  ADJUSTED  
 DS0980  ___________________________________________________________________
 DS0980  GEOID HEIGHT-         -22.01  (meters)                     GEOID03
 DS0980  DYNAMIC HT  -        2090.502 (meters)    6858.59  (feet)  COMP
 DS0980  MODELED GRAV-     978,977.7   (mgal)                       NAVD 88
 DS0980
 DS0980  VERT ORDER  -  SECOND    CLASS 0
 DS0980
 DS0980.The horizontal coordinates were scaled from a topographic map and have
 DS0980.an estimated accuracy of +/- 6 seconds.
 DS0980
 DS0980.The orthometric height was determined by differential leveling
 DS0980.and adjusted by the National Geodetic Survey in June 1991..
 DS0980
 DS0980.The geoid height was determined by GEOID03.
 DS0980
 DS0980.The dynamic height is computed by dividing the NAVD 88
 DS0980.geopotential number by the normal gravity value computed on the
 DS0980.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0980.degrees latitude (g = 980.6199 gals.).
 DS0980
 DS0980.The modeled gravity was interpolated from observed gravity values.
 DS0980
 DS0980;                    North         East    Units  Estimated Accuracy
 DS0980;SPC NM C     -   305,000.      368,320.      MT  (+/- 180 meters Scaled)
 DS0980
 DS0980                          SUPERSEDED SURVEY CONTROL
 DS0980
 DS0980  NGVD 29 (??/??/92) 2092.874  (m)         6866.37   (f) ADJ UNCH    2 0
 DS0980
 DS0980.Superseded values are not recommended for survey control.
 DS0980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0980.See file dsdata.txt to determine how the superseded data were derived.
 DS0980
 DS0980_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBT525368(NAD 83)
 DS0980_MARKER: DB = BENCH MARK DISK
 DS0980_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0980_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0980_STAMPING: K-86 1934
 DS0980_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0980+STABILITY: SURFACE MOTION
 DS0980
 DS0980  HISTORY     - Date     Condition        Report By
 DS0980  HISTORY     - 1934     MONUMENTED       CGS
 DS0980
 DS0980                          STATION DESCRIPTION
 DS0980
 DS0980'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DS0980'13.4 MI N FROM OJO CALIENTE.
 DS0980'13.4 MI N ON ROAD TO FRENCHMAN WELL AND MAGDALENA ABOUT 1.4 MI N OF
 DS0980'TUCKERS RANCH, 45 FEET W OF THE CENTERLINE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0447 ***********************************************************************
 CX0447  DESIGNATION -  K 87
 CX0447  PID         -  CX0447
 CX0447  STATE/COUNTY-  NM/DONA ANA
 CX0447  USGS QUAD   -  WHITE SANDS (1955)
 CX0447
 CX0447                         *CURRENT SURVEY CONTROL
 CX0447  ___________________________________________________________________
 CX0447* NAD 83(1986)-  32 27 26.     (N)    106 25 28.     (W)     SCALED    
 CX0447* NAVD 88     -      1206.784  (meters)    3959.26   (feet)  ADJUSTED  
 CX0447  ___________________________________________________________________
 CX0447  GEOID HEIGHT-         -23.61  (meters)                     GEOID03
 CX0447  DYNAMIC HT  -        1204.982 (meters)    3953.35  (feet)  COMP
 CX0447  MODELED GRAV-     979,104.3   (mgal)                       NAVD 88
 CX0447
 CX0447  VERT ORDER  -  FIRST     CLASS I
 CX0447
 CX0447.The horizontal coordinates were scaled from a topographic map and have
 CX0447.an estimated accuracy of +/- 6 seconds.
 CX0447
 CX0447.The orthometric height was determined by differential leveling
 CX0447.and adjusted by the National Geodetic Survey in June 1991..
 CX0447.WARNING-Repeat measurements at this control monument indicate possible
 CX0447.vertical movement.
 CX0447
 CX0447.The geoid height was determined by GEOID03.
 CX0447
 CX0447.The dynamic height is computed by dividing the NAVD 88
 CX0447.geopotential number by the normal gravity value computed on the
 CX0447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0447.degrees latitude (g = 980.6199 gals.).
 CX0447
 CX0447.The modeled gravity was interpolated from observed gravity values.
 CX0447
 CX0447;                    North         East    Units  Estimated Accuracy
 CX0447;SPC NM C     -   161,580.      483,600.      MT  (+/- 180 meters Scaled)
 CX0447
 CX0447                          SUPERSEDED SURVEY CONTROL
 CX0447
 CX0447  NGVD 29 (??/??/92) 1206.182  (m)         3957.28   (f) ADJ UNCH    1 1
 CX0447
 CX0447.Superseded values are not recommended for survey control.
 CX0447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0447.See file dsdata.txt to determine how the superseded data were derived.
 CX0447
 CX0447_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR661920(NAD 83)
 CX0447_MARKER: DB = BENCH MARK DISK
 CX0447_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX0447_SP_SET: CONCRETE POST
 CX0447_STAMPING: K 87 1934
 CX0447_MARK LOGO: CGS   
 CX0447_PROJECTION: PROJECTING 10 CENTIMETERS
 CX0447_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX0447+STABILITY: SURFACE MOTION
 CX0447
 CX0447  HISTORY     - Date     Condition        Report By
 CX0447  HISTORY     - 1934     MONUMENTED       CGS
 CX0447  HISTORY     - 1968     GOOD             NGS
 CX0447  HISTORY     - 1986     GOOD             NGS
 CX0447
 CX0447                          STATION DESCRIPTION
 CX0447
 CX0447'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CX0447'6.5 MI NE FROM WHITE SANDS MISSILE RANGE.
 CX0447'4.1 MILES NORTH ALONG MAIN ACCESS ROAD FROM WHITE SANDS MISSILE RANGE
 CX0447'HEADQUARTERS, THENCE 3.0 MILES NORTHEAST ON U.S. HIGHWAY 70.  IT IS
 CX0447'248 FEET SOUTH OF THE CENTERLINE OF U. S. HIGHWAY 70, 148 FEET SOUTH
 CX0447'OF A FENCE, 67 FEET SOUTH OF A TRACK ROAD, 3 FEET NORTH OF A 4X4
 CX0447'WITNESS POST AND IS SET IN THE TOP OF A 9-INCH SQUARE CONCRETE
 CX0447'MONUMENT THAT PROJECTS 5 INCHES.
 CX0447
 CX0447                          STATION RECOVERY (1986)
 CX0447
 CX0447'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 CX0447'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  4.7 KM
 CX0447'(2.95 MI) NORTHEAST OF THE INTERSECTION OF US HIGHWAY 70 AND WSMR
 CX0447'ROUTE 1, THE ROAD TO WHITE SANDS MISSILE RANGE HEADQUARTERS, 56.7
 CX0447'METERS (186 FT) SOUTHEAST OF THE CENTERLINE OF THE EASTBOUND LANES OF
 CX0447'US HIGHWAY 70, 44.0 METERS (144 FT) SOUTH-SOUTHEAST OF THE CENTER OF A
 CX0447'2-BOX CONCRETE CULVERT, 37.9 METERS (124 FT) SOUTHEAST OF THE SOUTHERN
 CX0447'RIGHT-OF-WAY FENCE AND 1.4 METERS (5 FT) NORTHEAST OF A WITNESS POST.
 CX0447'THE MARK IS 1.2 METERS  SW FROM  A WITNESS POST
 CX0447'THE MARK IS 1.2 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0581 ***********************************************************************
 CW0581  DESIGNATION -  K 88
 CW0581  PID         -  CW0581
 CW0581  STATE/COUNTY-  NM/OTERO
 CW0581  USGS QUAD   -  ALAMOGORDO NORTH (1981)
 CW0581
 CW0581                         *CURRENT SURVEY CONTROL
 CW0581  ___________________________________________________________________
 CW0581* NAD 83(1986)-  32 53 08.     (N)    105 57 36.     (W)     SCALED    
 CW0581* NAVD 88     -      1318.038  (meters)    4324.26   (feet)  ADJUSTED  
 CW0581  ___________________________________________________________________
 CW0581  GEOID HEIGHT-         -22.01  (meters)                     GEOID03
 CW0581  DYNAMIC HT  -        1316.082 (meters)    4317.85  (feet)  COMP
 CW0581  MODELED GRAV-     979,108.9   (mgal)                       NAVD 88
 CW0581
 CW0581  VERT ORDER  -  FIRST     CLASS II
 CW0581
 CW0581.The horizontal coordinates were scaled from a topographic map and have
 CW0581.an estimated accuracy of +/- 6 seconds.
 CW0581
 CW0581.The orthometric height was determined by differential leveling
 CW0581.and adjusted by the National Geodetic Survey in June 1991..
 CW0581
 CW0581.The geoid height was determined by GEOID03.
 CW0581
 CW0581.The dynamic height is computed by dividing the NAVD 88
 CW0581.geopotential number by the normal gravity value computed on the
 CW0581.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0581.degrees latitude (g = 980.6199 gals.).
 CW0581
 CW0581.The modeled gravity was interpolated from observed gravity values.
 CW0581
 CW0581;                    North         East    Units  Estimated Accuracy
 CW0581;SPC NM C     -   209,100.      527,130.      MT  (+/- 180 meters Scaled)
 CW0581
 CW0581                          SUPERSEDED SURVEY CONTROL
 CW0581
 CW0581.No superseded survey control is available for this station.
 CW0581
 CW0581_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDS102390(NAD 83)
 CW0581_MARKER: DB = BENCH MARK DISK
 CW0581_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CW0581_SP_SET: CULVERT
 CW0581_STAMPING: K 88 1934
 CW0581_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CW0581_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CW0581+SATELLITE: SATELLITE OBSERVATIONS - April 02, 2005
 CW0581
 CW0581  HISTORY     - Date     Condition        Report By
 CW0581  HISTORY     - 1934     MONUMENTED       CGS
 CW0581  HISTORY     - 1952     GOOD             NGS
 CW0581  HISTORY     - 1980     GOOD             NGS
 CW0581  HISTORY     - 20030624 GOOD             NGS
 CW0581  HISTORY     - 20050402 GOOD             USPSQD
 CW0581
 CW0581                          STATION DESCRIPTION
 CW0581
 CW0581'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CW0581'0.95 MI S FROM ALAMOGORDO.
 CW0581'0.95 MILE SOUTH ALONG U.S. HIGHWAY 70 FROM THE SOUTHERN PACIFIC
 CW0581'RAILROAD STATION AT ALAMOGORDO, 110 FEET NORTHWEST OF THE NORTHWEST
 CW0581'CORNER OF THE ROCKET NITE CLUB, 17 FEET EAST OF THE CENTER LINE OF THE
 CW0581'HIGHWAY, SET IN THE TOP OF THE NORTH END OF THE EAST HEADWALL OF A
 CW0581'CONCRETE CULVERT.
 CW0581
 CW0581                          STATION RECOVERY (1980)
 CW0581
 CW0581'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CW0581'1.4 KM (0.9 MI) SOUTHERLY ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 CW0581'THE STATION IN ALAMOGORDO, THENCE 0.2 KM (0.1 MI) EAST
 CW0581'ALONG A PAVED STREET, THENCE 0.1 KM (0.05 MI) SOUTH ALONG
 CW0581'U.S. HIGHWAY 54, IN TOP OF THE NORTH END OF THE EAST HEADWALL
 CW0581'OF A 4-CHANNEL CONCRETE CULVERT, 33.5 METERS (110.0 FT) NORTHWEST
 CW0581'OF THE NORTHWEST CORNER OF THE ROCKET LOUNGE, 18.3 METERS
 CW0581'(60.0 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF GUYS MAJOR MUFFLER
 CW0581'SHOP, 16.5 METERS (54.0 FT) NORTH OF UTILITY POLE NUMBER A, 8.5
 CW0581'METERS (28.0 FT) EAST OF THE CENTERLINE OF THE NORTH BOUND LANES
 CW0581'OF THE HIGHWAY AND 0.3 METER (1.0 FT) SOUTH OF THE NORTH END OF THE
 CW0581'HEADWALL.
 CW0581'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 CW0581
 CW0581                          STATION RECOVERY (2003)
 CW0581
 CW0581'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (DW)
 CW0581'STATION IS ON THE SOUTH SIDE OF ALAMOGORDO, NM, NEXT TO 423 S. WHITE
 CW0581'SANDS BLVD. (=BUSINESS US 54 AND US 70) (OFFICE OF USA TITLE LOANS),
 CW0581'ON THE NORTH END OF A 4-CHANNEL CONCRETE CULVERT RUNNING UNDER ROAD,
 CW0581'33.5 M NW OF NW CORNER OF CHAPS NIGHT CLUB, 18.3 M SW OF SW CORNER OF
 CW0581'USA TITLE LOANS BLDG., 16.5 M N OF UTILITY POLE A, 8.5 M EAST OF
 CW0581'CENTER LINE OF NORTH-BOUND LANES AND 0.3 M SOUTH OF NORTH END OF
 CW0581'CULVERT.
 CW0581'THIS IS GRAVITY BASE STATION 'ALAMOGORDO', DOD 0430-2, IGB 11925 .
 CW0581
 CW0581                          STATION RECOVERY (2005)
 CW0581
 CW0581'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM)
 CW0581'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0313 ***********************************************************************
 CW0313  DESIGNATION -  K 89 RESET
 CW0313  PID         -  CW0313
 CW0313  STATE/COUNTY-  NM/CHAVES
 CW0313  USGS QUAD   -  THIMBLE CANYON (1989)
 CW0313
 CW0313                         *CURRENT SURVEY CONTROL
 CW0313  ___________________________________________________________________
 CW0313* NAD 83(1986)-  32 53 03.     (N)    105 10 35.     (W)     SCALED    
 CW0313* NAVD 88     -      1617.22   (meters)    5305.8    (feet)  RESET     
 CW0313  ___________________________________________________________________
 CW0313  GEOID HEIGHT-         -21.24  (meters)                     GEOID03
 CW0313
 CW0313  VERT ORDER  -  THIRD
 CW0313
 CW0313.The horizontal coordinates were scaled from a topographic map and have
 CW0313.an estimated accuracy of +/- 6 seconds.
 CW0313
 CW0313.The orthometric height was computed from unverified reset data.
 CW0313
 CW0313.The geoid height was determined by GEOID03.
 CW0313
 CW0313;                    North         East    Units  Estimated Accuracy
 CW0313;SPC NM E     -   209,220.       86,120.      MT  (+/- 180 meters Scaled)
 CW0313
 CW0313                          SUPERSEDED SURVEY CONTROL
 CW0313
 CW0313.No superseded survey control is available for this station.
 CW0313
 CW0313_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDS835384(NAD 83)
 CW0313_MARKER: DD = SURVEY DISK
 CW0313_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CW0313_SP_SET: CULVERT
 CW0313_STAMPING: K 89 RESET 1947
 CW0313_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CW0313
 CW0313  HISTORY     - Date     Condition        Report By
 CW0313  HISTORY     - 1947     MONUMENTED       NMHD
 CW0313  HISTORY     - 1966     GOOD             NGS
 CW0313
 CW0313                          STATION DESCRIPTION
 CW0313
 CW0313'DESCRIBED BY NM HIGHWAY DEPT 1947
 CW0313'24.3 MI E FROM MAYHILL.
 CW0313'IN CHAVES COUNTY, 24.3 MILES EAST ALONG STATE HIGHWAY 83 FROM THE POST
 CW0313'OFFICE AT MAYHILL, OTERO COUNTY, NEAR THE JUNCTION OF A ROAD LEADING
 CW0313'TO DUNKEN AND PINON, 150 FEET WEST OF AN 84-INCH GALVANIZED-IRON PIPE
 CW0313'CULVERT, 108 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, AND IN A
 CW0313'ROCK LEDGE.  A STANDARD DISK, STAMPED K 89 RESET 1947.
 CW0313
 CW0313                          STATION RECOVERY (1966)
 CW0313
 CW0313'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 CW0313'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0105 ***********************************************************************
 DR0105  DESIGNATION -  K 9
 DR0105  PID         -  DR0105
 DR0105  STATE/COUNTY-  NM/CHAVES
 DR0105  USGS QUAD   -  DEXTER WEST (1975)
 DR0105
 DR0105                         *CURRENT SURVEY CONTROL
 DR0105  ___________________________________________________________________
 DR0105* NAD 83(1986)-  33 14 11.     (N)    104 24 02.     (W)     SCALED    
 DR0105* NAVD 88     -      1069.130  (meters)    3507.64   (feet)  POSTED    
 DR0105  ___________________________________________________________________
 DR0105  GEOID HEIGHT-         -23.25  (meters)                     GEOID03
 DR0105  DYNAMIC HT  -        1067.650 (meters)    3502.78  (feet)  COMP
 DR0105  MODELED GRAV-     979,221.4   (mgal)                       NAVD 88
 DR0105
 DR0105  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 DR0105
 DR0105.The horizontal coordinates were scaled from a topographic map and have
 DR0105.an estimated accuracy of +/- 6 seconds.
 DR0105
 DR0105.The orthometric height was determined by differential leveling
 DR0105.and adjusted by the National Geodetic Survey in 1992..
 DR0105.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 DR0105.rate of 3.1 thru 4.0 mm/km.
 DR0105
 DR0105.The geoid height was determined by GEOID03.
 DR0105
 DR0105.The dynamic height is computed by dividing the NAVD 88
 DR0105.geopotential number by the normal gravity value computed on the
 DR0105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0105.degrees latitude (g = 980.6199 gals.).
 DR0105
 DR0105.The modeled gravity was interpolated from observed gravity values.
 DR0105
 DR0105;                    North         East    Units  Estimated Accuracy
 DR0105;SPC NM E     -   247,970.      158,740.      MT  (+/- 180 meters Scaled)
 DR0105
 DR0105                          SUPERSEDED SURVEY CONTROL
 DR0105
 DR0105  NGVD 29 (??/??/92) 1068.571  (m)         3505.80   (f) ADJ UNCH    1 2
 DR0105
 DR0105.Superseded values are not recommended for survey control.
 DR0105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0105.See file dsdata.txt to determine how the superseded data were derived.
 DR0105
 DR0105_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES558776(NAD 83)
 DR0105_MARKER: X = CHISELED CROSS
 DR0105_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DR0105_SP_SET: MILEPOST
 DR0105_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR0105
 DR0105  HISTORY     - Date     Condition        Report By
 DR0105  HISTORY     - UNK      MONUMENTED       CGS
 DR0105  HISTORY     - 1957     MARK NOT FOUND   NGS
 DR0105
 DR0105                          STATION DESCRIPTION
 DR0105
 DR0105'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 DR0105'3.2 MI NW FROM DEXTER.
 DR0105'3.2 MILES NORTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 DR0105'FROM THE STATION AT DEXTER, ON THE TOP OF IRON MILEPOST 121, AND 10
 DR0105'FEET SOUTHWEST OF THE CENTERLINE OF THE TRACK.  A CHISELED CROSS.
 DR0105'NOTE-- THERE IS NO VERTICAL SECTION OF RAIL AT THE LOCATION AND IT HAS
 DR0105'EVIDENTLY BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0029 ***********************************************************************
 CW0029  DESIGNATION -  K 90
 CW0029  PID         -  CW0029
 CW0029  STATE/COUNTY-  NM/EDDY
 CW0029  USGS QUAD   -  ARTESIA (1975)
 CW0029
 CW0029                         *CURRENT SURVEY CONTROL
 CW0029  ___________________________________________________________________
 CW0029* NAD 83(1986)-  32 50 33.     (N)    104 29 30.     (W)     SCALED    
 CW0029* NAVD 88     -      1092.554  (meters)    3584.49   (feet)  ADJUSTED  
 CW0029  ___________________________________________________________________
 CW0029  GEOID HEIGHT-         -23.05  (meters)                     GEOID03
 CW0029  DYNAMIC HT  -        1091.030 (meters)    3579.49  (feet)  COMP
 CW0029  MODELED GRAV-     979,206.1   (mgal)                       NAVD 88
 CW0029
 CW0029  VERT ORDER  -  FIRST     CLASS II
 CW0029
 CW0029.The horizontal coordinates were scaled from a topographic map and have
 CW0029.an estimated accuracy of +/- 6 seconds.
 CW0029
 CW0029.The orthometric height was determined by differential leveling
 CW0029.and adjusted by the National Geodetic Survey in June 1991..
 CW0029
 CW0029.The geoid height was determined by GEOID03.
 CW0029
 CW0029.The dynamic height is computed by dividing the NAVD 88
 CW0029.geopotential number by the normal gravity value computed on the
 CW0029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0029.degrees latitude (g = 980.6199 gals.).
 CW0029
 CW0029.The modeled gravity was interpolated from observed gravity values.
 CW0029
 CW0029;                    North         East    Units  Estimated Accuracy
 CW0029;SPC NM E     -   204,300.      150,180.      MT  (+/- 180 meters Scaled)
 CW0029
 CW0029                          SUPERSEDED SURVEY CONTROL
 CW0029
 CW0029  NGVD 29 (??/??/92) 1092.117  (m)         3583.05   (f) ADJ UNCH    1 2
 CW0029
 CW0029.Superseded values are not recommended for survey control.
 CW0029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0029.See file dsdata.txt to determine how the superseded data were derived.
 CW0029
 CW0029_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES475339(NAD 83)
 CW0029_MARKER: DB = BENCH MARK DISK
 CW0029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CW0029_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CW0029_STAMPING: K 90 1934
 CW0029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CW0029+STABILITY: SURFACE MOTION
 CW0029
 CW0029  HISTORY     - Date     Condition        Report By
 CW0029  HISTORY     - 1934     MONUMENTED       CGS
 CW0029  HISTORY     - 1957     GOOD             NGS
 CW0029
 CW0029                          STATION DESCRIPTION
 CW0029
 CW0029'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 CW0029'5.65 MI W FROM ARTESIA.
 CW0029'ABOUT 0.05 MILE SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 CW0029'FROM THE STATION AT ARTESIA, THENCE 5.6 MILES WEST ALONG STATE HIGHWAY
 CW0029'83, ABOUT 0.1 MILE WEST OF THE CREST OF A SMALL HILL, 75 FEET SOUTH OF
 CW0029'THE CENTER LINE OF THE HIGHWAY, 2 FEET NORTH OF A FENCE, 2 FEET WEST
 CW0029'OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND IN
 CW0029'THE TOP OF A CONCRETE POST PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0458 ***********************************************************************
 DR0458  DESIGNATION -  K 92
 DR0458  PID         -  DR0458
 DR0458  STATE/COUNTY-  NM/CHAVES
 DR0458  USGS QUAD   -  DUNLAP SILL (1982)
 DR0458
 DR0458                         *CURRENT SURVEY CONTROL
 DR0458  ___________________________________________________________________
 DR0458* NAD 83(1986)-  33 54 34.     (N)    104 35 38.     (W)     SCALED    
 DR0458* NAVD 88     -      1325.126  (meters)    4347.52   (feet)  ADJUSTED  
 DR0458  ___________________________________________________________________
 DR0458  GEOID HEIGHT-         -23.31  (meters)                     GEOID03
 DR0458  DYNAMIC HT  -        1323.299 (meters)    4341.52  (feet)  COMP
 DR0458  MODELED GRAV-     979,212.0   (mgal)                       NAVD 88
 DR0458
 DR0458  VERT ORDER  -  SECOND    CLASS 0
 DR0458
 DR0458.The horizontal coordinates were scaled from a topographic map and have
 DR0458.an estimated accuracy of +/- 6 seconds.
 DR0458
 DR0458.The orthometric height was determined by differential leveling
 DR0458.and adjusted by the National Geodetic Survey in June 1991..
 DR0458
 DR0458.The geoid height was determined by GEOID03.
 DR0458
 DR0458.The dynamic height is computed by dividing the NAVD 88
 DR0458.geopotential number by the normal gravity value computed on the
 DR0458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0458.degrees latitude (g = 980.6199 gals.).
 DR0458
 DR0458.The modeled gravity was interpolated from observed gravity values.
 DR0458
 DR0458;                    North         East    Units  Estimated Accuracy
 DR0458;SPC NM E     -   322,640.      140,910.      MT  (+/- 180 meters Scaled)
 DR0458
 DR0458                          SUPERSEDED SURVEY CONTROL
 DR0458
 DR0458  NGVD 29 (??/??/92) 1324.493  (m)         4345.44   (f) ADJ UNCH    2 0
 DR0458
 DR0458.Superseded values are not recommended for survey control.
 DR0458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0458.See file dsdata.txt to determine how the superseded data were derived.
 DR0458
 DR0458_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SET375521(NAD 83)
 DR0458_MARKER: DB = BENCH MARK DISK
 DR0458_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR0458_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DR0458_STAMPING: K 92 1934
 DR0458_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR0458+STABILITY: SURFACE MOTION
 DR0458
 DR0458  HISTORY     - Date     Condition        Report By
 DR0458  HISTORY     - 1934     MONUMENTED       CGS
 DR0458  HISTORY     - 1967     GOOD             USGS
 DR0458
 DR0458                          STATION DESCRIPTION
 DR0458
 DR0458'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 DR0458'28 MI S FROM RAMON.
 DR0458'IN CHAVES COUNTY, ABOUT 28.3 MILES SOUTH OF RAMON, LINCOLN COUNTY,
 DR0458'ALONG U.S. HWY. 285, THENCE 0.3 MILE SE. ALONG TRACK ROAD.  70 FEET
 DR0458'NORTH OF THE ROAD, 15 FEET EAST OF THE C-L OLD HIGHWAY SCAR AND 2 FEET
 DR0458'HIGHER.  A STANDARD DISK STAMPED K 92 1934 AND SET IN THE TOP OF A
 DR0458'CONCRETE POST PROJECTING 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0290 ***********************************************************************
 EP0290  DESIGNATION -  K 93
 EP0290  PID         -  EP0290
 EP0290  STATE/COUNTY-  NM/GUADALUPE
 EP0290  USGS QUAD   -  GACHO HILL (1981)
 EP0290
 EP0290                         *CURRENT SURVEY CONTROL
 EP0290  ___________________________________________________________________
 EP0290* NAD 83(1986)-  34 27 05.     (N)    105 02 27.     (W)     SCALED    
 EP0290* NAVD 88     -      1720.646  (meters)    5645.15   (feet)  ADJUSTED  
 EP0290  ___________________________________________________________________
 EP0290  GEOID HEIGHT-         -21.72  (meters)                     GEOID03
 EP0290  DYNAMIC HT  -        1718.209 (meters)    5637.16  (feet)  COMP
 EP0290  MODELED GRAV-     979,158.3   (mgal)                       NAVD 88
 EP0290
 EP0290  VERT ORDER  -  SECOND    CLASS 0
 EP0290
 EP0290.The horizontal coordinates were scaled from a topographic map and have
 EP0290.an estimated accuracy of +/- 6 seconds.
 EP0290
 EP0290.The orthometric height was determined by differential leveling
 EP0290.and adjusted by the National Geodetic Survey in June 1991..
 EP0290
 EP0290.The geoid height was determined by GEOID03.
 EP0290
 EP0290.The dynamic height is computed by dividing the NAVD 88
 EP0290.geopotential number by the normal gravity value computed on the
 EP0290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EP0290.degrees latitude (g = 980.6199 gals.).
 EP0290
 EP0290.The modeled gravity was interpolated from observed gravity values.
 EP0290
 EP0290;                    North         East    Units  Estimated Accuracy
 EP0290;SPC NM E     -   382,950.       99,990.      MT  (+/- 180 meters Scaled)
 EP0290
 EP0290                          SUPERSEDED SURVEY CONTROL
 EP0290
 EP0290  NGVD 29 (??/??/92) 1719.869  (m)         5642.60   (f) ADJ UNCH    2 0
 EP0290
 EP0290.Superseded values are not recommended for survey control.
 EP0290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EP0290.See file dsdata.txt to determine how the superseded data were derived.
 EP0290
 EP0290_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDU962122(NAD 83)
 EP0290_MARKER: DB = BENCH MARK DISK
 EP0290_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EP0290_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EP0290_STAMPING: K-93 1934
 EP0290_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EP0290+STABILITY: SURFACE MOTION
 EP0290
 EP0290  HISTORY     - Date     Condition        Report By
 EP0290  HISTORY     - 1934     MONUMENTED       CGS
 EP0290  HISTORY     - 1975     GOOD             USGS
 EP0290
 EP0290                          STATION DESCRIPTION
 EP0290
 EP0290'DESCRIBED BY US GEOLOGICAL SURVEY 1975
 EP0290'4.1 MI S FROM JOFFRE SIDING.
 EP0290'4.1 MILES SOUTH OF JOFFRE SIDING 0.7 MILES NW ALONG AT AND S RR FROM
 EP0290'JOFFRE SIDING TO A RR BRIDGE, THEN 1.75 MILES SOUTH ALONG A TRACK ROAD
 EP0290'TO A GRAVEL ROAD, FOLLOW THE GRAVEL ROAD 0.4 MILES SE TO A
 EP0290'CATTLEGUARD, THEN 1.3 MILES SE ALONG A TRAIL (OLD HWY ROW) TO THE
 EP0290'MARK.  MARK IS 43 FT. NE OF THE TRAIL AND 800 FT. NW OF THE TRAIL AT A
 EP0290'E-W FENCE.  A STANDARD DISK STAMPED K-93 1934 AND SET IN THE TOP OF A
 EP0290'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0278 ***********************************************************************
 DR0278  DESIGNATION -  K 94
 DR0278  PID         -  DR0278
 DR0278  STATE/COUNTY-  NM/CHAVES
 DR0278  USGS QUAD   -  SARDINE MOUNTAIN (1976)
 DR0278
 DR0278                         *CURRENT SURVEY CONTROL
 DR0278  ___________________________________________________________________
 DR0278* NAD 83(1986)-  33 24 59.     (N)    104 02 45.     (W)     SCALED    
 DR0278* NAVD 88     -      1166.812  (meters)    3828.12   (feet)  POSTED    
 DR0278  ___________________________________________________________________
 DR0278  GEOID HEIGHT-         -23.09  (meters)                     GEOID03
 DR0278  DYNAMIC HT  -        1165.210 (meters)    3822.86  (feet)  COMP
 DR0278  MODELED GRAV-     979,221.4   (mgal)                       NAVD 88
 DR0278
 DR0278  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 DR0278
 DR0278.The horizontal coordinates were scaled from a topographic map and have
 DR0278.an estimated accuracy of +/- 6 seconds.
 DR0278
 DR0278.The orthometric height was determined by differential leveling
 DR0278.and adjusted by the National Geodetic Survey in 1992..
 DR0278.No vertical observational check was made to the station.
 DR0278.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 DR0278.was located on a no-check spur therefore a value was not computed.
 DR0278
 DR0278.The geoid height was determined by GEOID03.
 DR0278
 DR0278.The dynamic height is computed by dividing the NAVD 88
 DR0278.geopotential number by the normal gravity value computed on the
 DR0278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0278.degrees latitude (g = 980.6199 gals.).
 DR0278
 DR0278.The modeled gravity was interpolated from observed gravity values.
 DR0278
 DR0278;                    North         East    Units  Estimated Accuracy
 DR0278;SPC NM E     -   267,970.      191,740.      MT  (+/- 180 meters Scaled)
 DR0278
 DR0278                          SUPERSEDED SURVEY CONTROL
 DR0278
 DR0278  NGVD 29 (??/??/92) 1166.312  (m)         3826.48   (f) ADJ UNCH    2 0
 DR0278
 DR0278.Superseded values are not recommended for survey control.
 DR0278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0278.See file dsdata.txt to determine how the superseded data were derived.
 DR0278
 DR0278_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES887978(NAD 83)
 DR0278_MARKER: DB = BENCH MARK DISK
 DR0278_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR0278_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DR0278_STAMPING: K-94 1934
 DR0278_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR0278+STABILITY: SURFACE MOTION
 DR0278
 DR0278  HISTORY     - Date     Condition        Report By
 DR0278  HISTORY     - 1934     MONUMENTED       CGS
 DR0278
 DR0278                          STATION DESCRIPTION
 DR0278
 DR0278'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DR0278'19.3 MI W FROM CAPROCK.
 DR0278'19.3 MI. W. ALONG U.S. NO. 380 75 YDS. E. OF A DRAINAGE DITCH, AND 40
 DR0278'FT. S. OF THE CENTER LINE OF HWY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0335 ***********************************************************************
 CV0335  DESIGNATION -  K 96
 CV0335  PID         -  CV0335
 CV0335  STATE/COUNTY-  NM/LEA
 CV0335  USGS QUAD   -  JAL (1979)
 CV0335
 CV0335                         *CURRENT SURVEY CONTROL
 CV0335  ___________________________________________________________________
 CV0335* NAD 83(1986)-  32 03 42.     (N)    103 09 57.     (W)     SCALED    
 CV0335* NAVD 88     -       907.486  (meters)    2977.31   (feet)  ADJUSTED  
 CV0335  ___________________________________________________________________
 CV0335  GEOID HEIGHT-         -23.68  (meters)                     GEOID03
 CV0335  DYNAMIC HT  -         906.210 (meters)    2973.12  (feet)  COMP
 CV0335  MODELED GRAV-     979,202.6   (mgal)                       NAVD 88
 CV0335
 CV0335  VERT ORDER  -  SECOND    CLASS 0
 CV0335
 CV0335.The horizontal coordinates were scaled from a topographic map and have
 CV0335.an estimated accuracy of +/- 6 seconds.
 CV0335
 CV0335.The orthometric height was determined by differential leveling
 CV0335.and adjusted by the National Geodetic Survey in June 1991..
 CV0335
 CV0335.The geoid height was determined by GEOID03.
 CV0335
 CV0335.The dynamic height is computed by dividing the NAVD 88
 CV0335.geopotential number by the normal gravity value computed on the
 CV0335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0335.degrees latitude (g = 980.6199 gals.).
 CV0335
 CV0335.The modeled gravity was interpolated from observed gravity values.
 CV0335
 CV0335;                    North         East    Units  Estimated Accuracy
 CV0335;SPC NM E     -   118,300.      275,240.      MT  (+/- 180 meters Scaled)
 CV0335
 CV0335                          SUPERSEDED SURVEY CONTROL
 CV0335
 CV0335  NGVD 29 (??/??/92)  907.085  (m)         2975.99   (f) ADJ UNCH    2 0
 CV0335
 CV0335.Superseded values are not recommended for survey control.
 CV0335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0335.See file dsdata.txt to determine how the superseded data were derived.
 CV0335
 CV0335_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFR731487(NAD 83)
 CV0335_MARKER: DB = BENCH MARK DISK
 CV0335_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0335_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CV0335_STAMPING: K-96 1935
 CV0335_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CV0335+STABILITY: SURFACE MOTION
 CV0335
 CV0335  HISTORY     - Date     Condition        Report By
 CV0335  HISTORY     - 1935     MONUMENTED       CGS
 CV0335
 CV0335                          STATION DESCRIPTION
 CV0335
 CV0335'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 CV0335'3.5 MI S FROM JAL.
 CV0335'3.5 MI. S. ALONG T. AND N.M. RY. ABOUT 1050 FT. S. OF MILE POST NO.
 CV0335'39, 100 FT. W. OF THE CENTER LINE OF TRACK, 42 FT. S. OF THE CENTER
 CV0335'LINE OF HWY., AND 5 FT. E. AND 2 FT. S. OF R.O.W. FENCE CORNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0319 ***********************************************************************
 CV0319  DESIGNATION -  K 98
 CV0319  PID         -  CV0319
 CV0319  STATE/COUNTY-  NM/LEA
 CV0319  USGS QUAD   -  HOBBS SW (1979)
 CV0319
 CV0319                         *CURRENT SURVEY CONTROL
 CV0319  ___________________________________________________________________
 CV0319* NAD 83(1986)-  32 30 34.     (N)    103 08 47.     (W)     SCALED    
 CV0319* NAVD 88     -      1058.125  (meters)    3471.53   (feet)  ADJUSTED  
 CV0319  ___________________________________________________________________
 CV0319  GEOID HEIGHT-         -21.94  (meters)                     GEOID03
 CV0319  DYNAMIC HT  -        1056.695 (meters)    3466.84  (feet)  COMP
 CV0319  MODELED GRAV-     979,250.2   (mgal)                       NAVD 88
 CV0319
 CV0319  VERT ORDER  -  SECOND    CLASS 0
 CV0319
 CV0319.The horizontal coordinates were scaled from a topographic map and have
 CV0319.an estimated accuracy of +/- 6 seconds.
 CV0319
 CV0319.The orthometric height was determined by differential leveling
 CV0319.and adjusted by the National Geodetic Survey in June 1991..
 CV0319
 CV0319.The geoid height was determined by GEOID03.
 CV0319
 CV0319.The dynamic height is computed by dividing the NAVD 88
 CV0319.geopotential number by the normal gravity value computed on the
 CV0319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0319.degrees latitude (g = 980.6199 gals.).
 CV0319
 CV0319.The modeled gravity was interpolated from observed gravity values.
 CV0319
 CV0319;                    North         East    Units  Estimated Accuracy
 CV0319;SPC NM E     -   167,980.      276,530.      MT  (+/- 180 meters Scaled)
 CV0319
 CV0319                          SUPERSEDED SURVEY CONTROL
 CV0319
 CV0319  NGVD 29 (??/??/92) 1057.802  (m)         3470.47   (f) ADJ UNCH    2 0
 CV0319
 CV0319.Superseded values are not recommended for survey control.
 CV0319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0319.See file dsdata.txt to determine how the superseded data were derived.
 CV0319
 CV0319_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFR741984(NAD 83)
 CV0319_MARKER: DB = BENCH MARK DISK
 CV0319_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0319_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CV0319_STAMPING: K-98 1935
 CV0319_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CV0319+STABILITY: SURFACE MOTION
 CV0319
 CV0319  HISTORY     - Date     Condition        Report By
 CV0319  HISTORY     - 1935     MONUMENTED       CGS
 CV0319
 CV0319                          STATION DESCRIPTION
 CV0319
 CV0319'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 CV0319'5.1 MI N FROM EUNICE.
 CV0319'5.1 MI. N. ALONG T. AND N. M. RY. 330 FT. N. OF MILE POST NO. 71, 103
 CV0319'FT. W. OF THE CENTER LINE OF TRACK, 33 FT. N. OF THE CENTER LINE OF
 CV0319'GRADE CROSSING, AND 1 FT. E. AND 12 FT. N. OF R.O.W. FENCE.  CORNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0077 ***********************************************************************
 EP0077  DESIGNATION -  K 99
 EP0077  PID         -  EP0077
 EP0077  STATE/COUNTY-  NM/DE BACA
 EP0077  USGS QUAD   -  CONEJO CREEK WEST (1982)
 EP0077
 EP0077                         *CURRENT SURVEY CONTROL
 EP0077  ___________________________________________________________________
 EP0077* NAD 83(1986)-  34 09 33.     (N)    104 28 06.     (W)     SCALED    
 EP0077* NAVD 88     -      1277.996  (meters)    4192.89   (feet)  ADJUSTED  
 EP0077  ___________________________________________________________________
 EP0077  GEOID HEIGHT-         -23.48  (meters)                     GEOID03
 EP0077  DYNAMIC HT  -        1276.277 (meters)    4187.25  (feet)  COMP
 EP0077  MODELED GRAV-     979,247.3   (mgal)                       NAVD 88
 EP0077
 EP0077  VERT ORDER  -  SECOND    CLASS 0
 EP0077
 EP0077.The horizontal coordinates were scaled from a topographic map and have
 EP0077.an estimated accuracy of +/- 6 seconds.
 EP0077
 EP0077.The orthometric height was determined by differential leveling
 EP0077.and adjusted by the National Geodetic Survey in June 1991..
 EP0077
 EP0077.The geoid height was determined by GEOID03.
 EP0077
 EP0077.The dynamic height is computed by dividing the NAVD 88
 EP0077.geopotential number by the normal gravity value computed on the
 EP0077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EP0077.degrees latitude (g = 980.6199 gals.).
 EP0077
 EP0077.The modeled gravity was interpolated from observed gravity values.
 EP0077
 EP0077;                    North         East    Units  Estimated Accuracy
 EP0077;SPC NM E     -   350,320.      152,550.      MT  (+/- 180 meters Scaled)
 EP0077
 EP0077                          SUPERSEDED SURVEY CONTROL
 EP0077
 EP0077  NGVD 29 (??/??/92) 1277.389  (m)         4190.90   (f) ADJ UNCH    2 0
 EP0077
 EP0077.Superseded values are not recommended for survey control.
 EP0077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EP0077.See file dsdata.txt to determine how the superseded data were derived.
 EP0077
 EP0077_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SET490799(NAD 83)
 EP0077_MARKER: DB = BENCH MARK DISK
 EP0077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EP0077_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EP0077_STAMPING: K-99-1934
 EP0077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EP0077+STABILITY: SURFACE MOTION
 EP0077
 EP0077  HISTORY     - Date     Condition        Report By
 EP0077  HISTORY     - 1934     MONUMENTED       CGS
 EP0077  HISTORY     - 1967     GOOD             USGS
 EP0077
 EP0077                          STATION DESCRIPTION
 EP0077
 EP0077'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 EP0077'6.0 MI NE FROM DUNLAP.
 EP0077'ABOUT 4.8 MILES NORTH ALONG STATE HIGHWAY 20 FROM DUNLAP, DE BACA
 EP0077'COUNTY, THENCE 1.2 MI. EAST THROUGH THE BRIGG RANCH HDQ. AND ALONG THE
 EP0077'OLD HWY., 33 FT. WEST OF THE CENTER LINE OF THE OLD HWY.  A STANDARD
 EP0077'DISK, STAMPED K 99 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0249 ***********************************************************************
 DR0249  DESIGNATION -  K AZ
 DR0249  PID         -  DR0249
 DR0249  STATE/COUNTY-  NM/CHAVES
 DR0249  USGS QUAD   -  L-E RANCH (1975)
 DR0249
 DR0249                         *CURRENT SURVEY CONTROL
 DR0249  ___________________________________________________________________
 DR0249* NAD 83(1986)-  33 25 17.     (N)    104 11 15.     (W)     SCALED    
 DR0249* NAVD 88     -      1174.404  (meters)    3853.02   (feet)  POSTED    
 DR0249  ___________________________________________________________________
 DR0249  GEOID HEIGHT-         -23.20  (meters)                     GEOID03
 DR0249  DYNAMIC HT  -        1172.790 (meters)    3847.73  (feet)  COMP
 DR0249  MODELED GRAV-     979,225.5   (mgal)                       NAVD 88
 DR0249
 DR0249  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 DR0249
 DR0249.The horizontal coordinates were scaled from a topographic map and have
 DR0249.an estimated accuracy of +/- 6 seconds.
 DR0249
 DR0249.The orthometric height was determined by differential leveling
 DR0249.and adjusted by the National Geodetic Survey in 1992..
 DR0249.No vertical observational check was made to the station.
 DR0249.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 DR0249.was located on a no-check spur therefore a value was not computed.
 DR0249
 DR0249.The geoid height was determined by GEOID03.
 DR0249
 DR0249.The dynamic height is computed by dividing the NAVD 88
 DR0249.geopotential number by the normal gravity value computed on the
 DR0249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0249.degrees latitude (g = 980.6199 gals.).
 DR0249
 DR0249.The modeled gravity was interpolated from observed gravity values.
 DR0249
 DR0249;                    North         East    Units  Estimated Accuracy
 DR0249;SPC NM E     -   268,490.      178,560.      MT  (+/- 180 meters Scaled)
 DR0249
 DR0249                          SUPERSEDED SURVEY CONTROL
 DR0249
 DR0249  NGVD 29 (??/??/92) 1173.902  (m)         3851.38   (f) ADJ UNCH    2 0
 DR0249
 DR0249.Superseded values are not recommended for survey control.
 DR0249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0249.See file dsdata.txt to determine how the superseded data were derived.
 DR0249
 DR0249_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES755982(NAD 83)
 DR0249_MARKER: DD = SURVEY DISK
 DR0249_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR0249_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DR0249_STAMPING: AZIMUTH K 1960
 DR0249_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR0249+STABILITY: SURFACE MOTION
 DR0249
 DR0249  HISTORY     - Date     Condition        Report By
 DR0249  HISTORY     - 1960     MONUMENTED       DOD
 DR0249  HISTORY     - 1961     GOOD             NGS
 DR0249
 DR0249                          STATION DESCRIPTION
 DR0249
 DR0249'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 DR0249'21.35 MI E FROM ROSWELL.
 DR0249'0.15 MILE SOUTH ALONG SOUTH MAIN STREET FROM THE COURTHOUSE AT
 DR0249'ROSWELL, THENCE 21.2 MILES EAST ALONG U.S. HIGHWAY 380, 96 FEET
 DR0249'SOUTHWEST OF A POWER POLE, 75 FEET NORTH OF THE CENTERLINE OF THE
 DR0249'HIGHWAY, 24 FEET NORTH OF A FENCE, 1 FOOT BELOW THE LEVEL OF THE
 DR0249'HIGHWAY, SET IN TOP OF A SQUARE CONCRETE POST PROJECTING 4 INCHES
 DR0249'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0542 ***********************************************************************
 GN0542  DESIGNATION -  KAME
 GN0542  PID         -  GN0542
 GN0542  STATE/COUNTY-  NM/RIO ARRIBA
 GN0542  USGS QUAD   -  SANTOS PEAK (1982)
 GN0542
 GN0542                         *CURRENT SURVEY CONTROL
 GN0542  ___________________________________________________________________
 GN0542* NAD 83(1992)-  36 31 13.19846(N)    107 25 18.19502(W)     ADJUSTED  
 GN0542* NAVD 88     -      2141.4    (meters)    7026.     (feet)  VERTCON   
 GN0542  ___________________________________________________________________
 GN0542  LAPLACE CORR-           3.57  (seconds)                    DEFLEC99
 GN0542  GEOID HEIGHT-         -20.16  (meters)                     GEOID03
 GN0542
 GN0542  HORZ ORDER  -  FIRST
 GN0542
 GN0542.The horizontal coordinates were established by classical geodetic methods
 GN0542.and adjusted by the National Geodetic Survey in December 1993..
 GN0542
 GN0542.The NAVD 88 height was computed by applying the VERTCON shift value to
 GN0542.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GN0542
 GN0542.The Laplace correction was computed from DEFLEC99 derived deflections.
 GN0542
 GN0542.The geoid height was determined by GEOID03.
 GN0542
 GN0542;                    North         East     Units Scale Factor Converg.
 GN0542;SPC NM C     -   612,883.871   395,060.035   MT  1.00003564   -0 41 50.5
 GN0542;SPC NM C     - 2,010,769.83  1,296,126.13   sFT  1.00003564   -0 41 50.5
 GN0542;UTM  13      - 4,044,391.567   283,159.867   MT  1.00017934   -1 26 30.3
 GN0542
 GN0542!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GN0542!SPC NM C     -   0.99966720  x   1.00003564  =   0.99970282
 GN0542!UTM  13      -   0.99966720  x   1.00017934  =   0.99984648
 GN0542
 GN0542|---------------------------------------------------------------------|
 GN0542| PID    Reference Object                     Distance      Geod. Az  |
 GN0542|                                                           dddmmss.s |
 GN0542| CD3558 KAME RM 1                            10.731 METERS 01517     |
 GN0542| CD3559 KAME RM 2                            10.075 METERS 11039     |
 GN0542| CD3557 KAME AZ MK RESET                                   2442143.5 |
 GN0542| CD3556 KAME AZ MK                                         2694620.8 |
 GN0542| GN0653 ANGEL PEAK SOUTH SUMMIT             APPROX.40.2 KM 2764505.9 |
 GN0542|---------------------------------------------------------------------|
 GN0542
 GN0542                          SUPERSEDED SURVEY CONTROL
 GN0542
 GN0542  NAD 83(1986)-  36 31 13.19620(N)    107 25 18.20083(W) AD(       ) 1
 GN0542  NAD 27      -  36 31 13.16100(N)    107 25 16.03100(W) AD(       ) 1
 GN0542  NGVD 29 (07/19/86) 2140.4    (m)         7022.     (f) VERT ANG       
 GN0542
 GN0542.Superseded values are not recommended for survey control.
 GN0542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0542.See file dsdata.txt to determine how the superseded data were derived.
 GN0542
 GN0542_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBA8316044392(NAD 83)
 GN0542_MARKER: DS = TRIANGULATION STATION DISK
 GN0542_SETTING: 0 = UNSPECIFIED SETTING
 GN0542
 GN0542  HISTORY     - Date     Condition        Report By
 GN0542  HISTORY     - 1945     MONUMENTED       CGS
 GN0542  HISTORY     - 1960     GOOD             CGS
 GN0542
 GN0542                          STATION DESCRIPTION
 GN0542
 GN0542'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (RAM)
 GN0542'STATION IS LOCATED ABOUT 30 MILES ESE OF BLOOMFIELD AND ABOUT
 GN0542'4 MILES E OF THE KAME RANCH.  IT IS ABOUT IN THE CENTER OF A
 GN0542'MESA WHICH IS PROMINENT FROM THE KAME RANCH.  A MUCH SMALLER
 GN0542'MESA LIES ABOUT 1 MILE TO THE N AND IS ATTACHED TO THE MESA ON
 GN0542'WHICH THE STATION IS LOCATED BY A NECK FORMING A LOW SADDLE.
 GN0542'
 GN0542'TO REACH THE STATION FROM BLOOMFIELD, GO S ON STATE HIGHWAY
 GN0542'44 FOR 0.8 MILE TO A GOOD BLADED ROAD LEADING TO THE LEFT,
 GN0542'TURN LEFT AND CONTINUE 0.5 MILE TO A FORK, KEEP THE LEFT
 GN0542'FORK AND CONTINUE FOR 1.9 MILES TO A CATTLE GUARD AT A RANCH
 GN0542'YARD, CONTINUE STRAIGHT AHEAD FOR 14.7 MILES TO A LARGE WIDE
 GN0542'WASH, CONTINUE AHEAD ON THE ONLY ROAD LEADING INTO THE LARGO
 GN0542'CANYON FOR 14.6 MILES TO A WINDMILL AND A RANCH ON THE RIGHT,
 GN0542'CONTINUE AHEAD FOR 2.8 MILES TO A FORK, KEEP THE LEFT FORK
 GN0542'AND CONTINUE FOR 2.3 MILES TO A LEFT FORK LEADING INTO SOME
 GN0542'COTTONWOOD TREES, TURN LEFT AND CONTINUE FOR 0.1 MILE TO
 GN0542'A WIDE WASH, CROSS THE WASH AND CONTINUE UP THE SIDE WASH
 GN0542'FOR 0.3 MILE TO A GATE, CONTINUE AHEAD FOR 1.6 MILES TO
 GN0542'WHERE THE ROAD GOES TO THE RIGHT UP OUT OF THE CANYON.
 GN0542'CONTINUE OUT OF THE CANYON FOR 0.3 MILE TO A GATE,
 GN0542'CONTINUE AHEAD FOR 0.4 MILE TO A RIGHT FORK (THE LEFT FORK
 GN0542'LEADS TO THE KAME RANCH, A DISTANCE OF ABOUT 0.1 MILE).
 GN0542'TURN RIGHT AND CONTINUE AHEAD FOR 0.9 MILE TO A GATE,
 GN0542'CONTINUE AHEAD FOR 0.2 MILE TO A FORK, KEEP RIGHT AND
 GN0542'CONTINUE FOR 1.0 MILE TO A FORK, KEEP LEFT AND CONTINUE FOR
 GN0542'0.1 MILE TO A FORK, KEEP RIGHT AND CONTINUE FOR 1.45
 GN0542'MILES TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE AHEAD
 GN0542'FOR 0.9 MILE TO TWO GATES AT A WATER TANK, PASS THROUGH THE
 GN0542'GATES AND CONTINUE FOR 0.5 MILE TO A GATE, PASS THROUGH
 GN0542'THE GATE AND CONTINUE TO THE RIGHT ACROSS COUNTRY TOWARD
 GN0542'THE LARGER MESA FOR 0.8 MILE TO THE N EDGE.  FROM THIS POINT
 GN0542'A DIM STOCK TRAIL LEADS UP THROUGH THE RIM TO THE EDGE, PACK
 GN0542'UP THE TRAIL TO THE TOP AND CONTINUE S AND BEAR TOWARD THE
 GN0542'W EDGE TO A SCRUB TREE WITH A BLAZE ON ITS SE SIDE.  THE
 GN0542'STATION IS LOCATED 21-1/2 FEET SW OF THE TREE.
 GN0542'
 GN0542'STATION MARK IS A BRONZE STATION DISK WELDED IN AN IRON PIPE
 GN0542'PROJECTING ABOUT 4 INCHES AND IS STAMPED KAME 1945.  IT IS
 GN0542'ABOUT 1/8 MILE S OF THE N EDGE OF THE MESA, 30 FEET E OF THE
 GN0542'W EDGE, AND 21-1/2 FEET SW OF A JUNIPER TREE WITH A BLAZE ON
 GN0542'ITS SE SIDE.
 GN0542'
 GN0542'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK WELDED IN AN IRON
 GN0542'PIPE PROJECTING ABOUT 2 INCHES AND IS STAMPED KAME NO 1 1945.
 GN0542'IT IS N OF THE STATION AND ABOUT LEVEL WITH IT.
 GN0542'
 GN0542'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK WELDED IN AN
 GN0542'IRON PIPE PROJECTING ABOUT 2 INCHES AND IS STAMPED KAME NO 2
 GN0542'1945.  IT IS E OF THE STATION AND ABOUT LEVEL WITH IT.
 GN0542'
 GN0542'AZIMUTH MARK IS A BRONZE AZIMUTH DISK WELDED IN AN IRON PIPE
 GN0542'PROJECTING ABOUT 8 INCHES AND IS STAMPED KAME 1945.  IT IS ABOUT
 GN0542'2 MILES W OF THE STATION, 18 FEET W OF THE TRACK ROAD, AND
 GN0542'4 FEET ESE OF A 2-FOOT CAIRN.  IT IS REACHED AS SHOWN IN THE
 GN0542'ROUTE TO THE STATION.
 GN0542
 GN0542                          STATION RECOVERY (1960)
 GN0542
 GN0542'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HWK)
 GN0542'THE STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2
 GN0542'WERE RECOVERED AS PREVIOUSLY DESCRIBED AND IN GOOD CONDITION.
 GN0542'THE DISTANCE AND DIRECTIONS TO THE REFERENCE MARKS WERE VERIFIED.
 GN0542'THE AZIMUTH MARK WAS NOT RECOVERED.  A NEW AZIMUTH MARK WAS SET.
 GN0542'
 GN0542'A COMPLETE NEW DESCRIPTION FOLLOWS--
 GN0542'
 GN0542'THE STATION IS APPROXIMATELY 22 MILES NORTH OF COUNSELORS POST,
 GN0542'13 MILES WEST OF COUNTING PEN, 3 MILES EAST OF LOWERY OIL CAMP,
 GN0542'ON THE HIGHEST PART AND NEAR THE CENTER OF A HIGH FLAT-TOPPED
 GN0542'MESA WHICH IS COVERED WITH PINON AND SCRUB CEDAR AND HAS
 GN0542'RIMROCK ALONG ITS SUMMIT WHEN VIEWED FROM THE WEST.  THERE IS
 GN0542'A SMALLER MESA JUST NORTH OF THE MAIN MESA.
 GN0542'
 GN0542'TO REACH THE STATION FROM COUNSELORS POST, GO NORTHERLY ON A
 GN0542'GRADED ROAD 8.7 MILES TO A FORK.  TURN LEFT AND GO NORTHWESTERLY
 GN0542'(LARGO CANYON RD.) ON THE MAIN ROAD 13.9 MILES TO A T-ROAD
 GN0542'AND A SCHOOL HOUSE ON THE LEFT.  TURN RIGHT, CROSSING A WIDE
 GN0542'STREAM BED (BRIDGE OUT AT THIS TIME) AND GO EASTERLY UP A
 GN0542'CANYON AND OUT ONTO TOP OF MESA 3.4 MILES TO A FORK AND A
 GN0542'SIGN EL PASO NATURAL GAS.  BEAR RIGHT AND GO 0.2 MILE TO A
 GN0542'FORK.  BEAR RIGHT 0.1 MILE TO A FORK JUST AFTER CROSSING A WASH.
 GN0542'BEAR LEFT, PASSING TO THE LEFT OF STORAGE TANKS AND
 GN0542'BUILDINGS 0.5 MILE TO A FORK.  BEAR RIGHT, PASSING TO THE
 GN0542'SOUTH OF THE GAS COMPANYS MAIN BUILDINGS AND GO 0.5 MILE TO
 GN0542'A CROSSROAD.  CONTINUE STRAIGHT AHEAD ON THE MAIN ROAD 0.5
 GN0542'MILE TO A FORK.  BEAR LEFT AND GO 0.4 MILE TO A CROSSROAD
 GN0542'AND THE AZIMUTH MARK ON THE RIGHT IN THE WEST ANGLE.
 GN0542'CONTINUE STRAIGHT AHEAD ON THE MAIN ROAD 0.9 MILE TO DIM
 GN0542'TRACKS ON THE RIGHT.  TURN RIGHT AND GO EASTERLY ACROSS
 GN0542'PRAIRIE AND ALONG THE SOUTH SIDE OF A WASH 0.7 MILE TO THE
 GN0542'WEST SLOPE OF THE MESA AND THE END OF TRUCK TRAVEL.
 GN0542'PACK EASTERLY UP STEEP, WEST SLOPE OF THE MESA TO THE TOP
 GN0542'OF THE RIMROCK.  (A ROPE WAS USED TO GET OVER THE TOP
 GN0542'LEDGE.) TURN LEFT AND GO NORTHERLY TO THE HIGHEST PART OF THE
 GN0542'HILL AND THE STATION.  A 30 MINUTE PACK.
 GN0542'
 GN0542'STATION MARK IS A STANDARD DISK STAMPED KAME 1945, BRAZED TO
 GN0542'THE TOP OF A 2-INCH CAST IRON PIPE WHICH IS ABOUT 1 FOOT BELOW
 GN0542'THE SURFACE OF THE GROUND.  IT IS 15 FEET WEST OF A CEDAR
 GN0542'TREE WITH A TRIANGULAR BLAZE.
 GN0542'
 GN0542'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED KAME NO 1 1945,
 GN0542'IS BRAZED TO THE TOP OF A 2-INCH CAST IRON PIPE WHICH PROJECTS
 GN0542'2 INCHES.  IT IS 27 FEET NORTHWEST OF THE TREE WITH A TRIANGULAR
 GN0542'BLAZE.
 GN0542'
 GN0542'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED KAME NO 2 1945, IS
 GN0542'BRAZED TO THE TOP OF A 2-INCH CAST IRON PIPE WHICH PROJECTS
 GN0542'2 INCHES.  IT IS 25 FEET EAST OF THE TREE WITH A TRIANGULAR
 GN0542'BLAZE.
 GN0542'
 GN0542'AZIMUTH MARK IS A STANDARD DISK STAMPED KAME 1945 RESET 1960,
 GN0542'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS
 GN0542'41 FEET WEST OF A GAS LINE RELIEF VALVE AND 3.3 FEET NORTHEAST
 GN0542'OF A METAL WITNESS POST.  REFERENCE MARKS MEASURED WITH 5 KG.
 GN0542'TAPE TENSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1505 ***********************************************************************
 CX1505  DESIGNATION -  KAY
 CX1505  PID         -  CX1505
 CX1505  STATE/COUNTY-  NM/DONA ANA
 CX1505  USGS QUAD   -  BENNETT MOUNTAIN (1981)
 CX1505
 CX1505                         *CURRENT SURVEY CONTROL
 CX1505  ___________________________________________________________________
 CX1505* NAD 83(1992)-  32 35 48.54423(N)    106 23 04.75758(W)     ADJUSTED  
 CX1505* NAVD 88     -      1205.61   (+/-2cm)    3955.4    (feet)  VERTCON   
 CX1505  ___________________________________________________________________
 CX1505  LAPLACE CORR-          -2.44  (seconds)                    DEFLEC99
 CX1505  GEOID HEIGHT-         -23.41  (meters)                     GEOID03
 CX1505
 CX1505  HORZ ORDER  -  FIRST
 CX1505  VERT ORDER  -  THIRD ? (See Below)
 CX1505
 CX1505.The horizontal coordinates were established by classical geodetic methods
 CX1505.and adjusted by the National Geodetic Survey in December 1993..
 CX1505
 CX1505.The NAVD 88 height was computed by applying the VERTCON shift value to
 CX1505.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CX1505.The vertical order pertains to the NGVD 29 superseded value.
 CX1505
 CX1505.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1505
 CX1505.The geoid height was determined by GEOID03.
 CX1505
 CX1505;                    North         East     Units Scale Factor Converg.
 CX1505;SPC NM C     -   177,050.760   487,360.405   MT  0.99990197   -0 04 21.2
 CX1505;SPC NM C     -   580,874.04  1,598,948.26   sFT  0.99990197   -0 04 21.2
 CX1505;UTM  13      - 3,607,437.528   370,060.865   MT  0.99980820   -0 44 45.8
 CX1505
 CX1505!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1505!SPC NM C     -   0.99981442  x   0.99990197  =   0.99971641
 CX1505!UTM  13      -   0.99981442  x   0.99980820  =   0.99962265
 CX1505
 CX1505|---------------------------------------------------------------------|
 CX1505| PID    Reference Object                     Distance      Geod. Az  |
 CX1505|                                                           dddmmss.s |
 CX1505| CC6778 KAY RM 1                             12.264 METERS 07235     |
 CX1505| CX0015 ADD                                 APPROX. 5.7 KM 1112804.3 |
 CX1505| CC6779 KAY RM 2                             14.702 METERS 14906     |
 CX1505|---------------------------------------------------------------------|
 CX1505
 CX1505                          SUPERSEDED SURVEY CONTROL
 CX1505
 CX1505  NAD 83(1986)-  32 35 48.55054(N)    106 23 04.75794(W) AD(       ) 1
 CX1505  NAD 27      -  32 35 48.23523(N)    106 23 02.77626(W) AD(       ) 1
 CX1505  NGVD 29 (07/19/86) 1205.03   (m)         3953.5    (f) LEVELING    3  
 CX1505
 CX1505.Superseded values are not recommended for survey control.
 CX1505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1505.See file dsdata.txt to determine how the superseded data were derived.
 CX1505
 CX1505_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS7006107438(NAD 83)
 CX1505_MARKER: DS = TRIANGULATION STATION DISK
 CX1505_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX1505_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CX1505
 CX1505  HISTORY     - Date     Condition        Report By
 CX1505  HISTORY     - 1967     MONUMENTED       CGS
 CX1505
 CX1505                          STATION DESCRIPTION
 CX1505
 CX1505'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (JBJ)
 CX1505'THE STATION IS ABOUT 25 MILES SOUTHWEST OF HOLLOMAN AIR FORCE BASE,
 CX1505'16 MILES NORTH NORTHEAST OF MISSILE RANGE HEADQUARTERS AND ABOUT
 CX1505'2-1/2 MILES EAST OF WHITE SANDS MISSILE RANGE ROUTE 7.
 CX1505'
 CX1505'TO REACH THE STATION FROM THE HEADQUARTERS BUILDING, GO NORTH ON
 CX1505'HEADQUARTERS AVENUE, PASSING THROUGH A CHECK POINT, FOR 4.0 MILES TO
 CX1505'U.S. HIGHWAY 70.  TURN RIGHT AND GO NORTHEAST ON U.S. HIGHWAY 70
 CX1505'FOR 4.25 MILES TO ROUTE 7 ON THE LEFT.  TURN LEFT AND GO NORTHWEST
 CX1505'ON ROUTE 7 FOR 3.6 MILES TO A GRAVEL PIT ON THE LEFT.  CONTINUE
 CX1505'NORTH ON ROUTE 7 FOR 2.75 MILES TO TRIANGULATION STATION CEDAR ON
 CX1505'THE LEFT.  CONTINUE NORTH ON ROUTE 7 FOR 2.8 MILES TO A SIDE
 CX1505'ROAD RIGHT.  TURN RIGHT AND GO EAST ON A GRAVELED ROAD FOR 1.65
 CX1505'MILES TO A CROSSROADS AND BENCH MARK Q 87 ON THE RIGHT.
 CX1505'CONTINUE EAST ON THE GRAVELED ROAD FOR 0.8 MILE TO BUILDING 27900
 CX1505'ON THE LEFT.  TURN LEFT AND GO NORTH AROUND THE WEST SIDE OF THE
 CX1505'BUILDING, ON A TRACK ROAD, FOR 0.15 MILE TO THE HIGHEST POINT OF A
 CX1505'SMALL KNOLL AND THE STATION.
 CX1505'
 CX1505'THE STATION MARK IS A STANDARD DISK, STAMPED KAY 1967, SET IN THE TOP
 CX1505'OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT PROJECTS 4
 CX1505'INCHES ABOVE THE GROUND.  IT IS 5.4 FEET NORTHEAST OF A WITNESS
 CX1505'POST.
 CX1505'
 CX1505'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED KAY NO 1 1967, SET IN
 CX1505'THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 CX1505'PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS 45.6 FEET NORTHEAST OF
 CX1505'THE WITNESS POST AND ABOUT THE SAME ELEVATION AS THE STATION.
 CX1505'
 CX1505'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED KAY NO 2 1967, SET IN
 CX1505'THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 CX1505'PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS 48.3 FEET SOUTHEAST OF THE
 CX1505'WITNESS POST AND ABOUT THE SAME ELEVATION AS THE STATION.
 CX1505'
 CX1505'BENCH MARK Q 87 IS A STANDARD DISK, STAMPED Q 87 1934, SET IN THE
 CX1505'TOP OF A 12 INCH SQUARE CONCRETE POST THAT PROJECTS 10 INCHES
 CX1505'ABOVE THE GROUND.  IT IS 250.0 FEET SOUTH OF THE CENTERLINE OF THE
 CX1505'EAST-WEST GRAVELED ROAD, 70.0 FEET EAST OF THE CENTERLINE OF THE
 CX1505'NORTH-SOUTH GRAVELED ROAD AND 2.5 FEET NORTH-NORTHEAST OF A METAL
 CX1505'WITNESS POST.
 CX1505'
 CX1505'THE UNDERGROUND MARK IS 42 INCHES BELOW THE SURFACE OF THE GROUND.
 CX1505'
 CX1505'BENCH MARK Q 87 SERVES AS THE AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0842 ***********************************************************************
 CW0842  DESIGNATION -  KEEL ET
 CW0842  PID         -  CW0842
 CW0842  STATE/COUNTY-  NM/CHAVES
 CW0842  USGS QUAD   -  SAGEBRUSH VALLEY WEST (1989)
 CW0842
 CW0842                         *CURRENT SURVEY CONTROL
 CW0842  ___________________________________________________________________
 CW0842* NAD 83(1992)-  32 55 00.78786(N)    104 52 42.60698(W)     ADJUSTED  
 CW0842* NAVD 88     -      1398.     (meters)    4587.     (feet)  VERTCON   
 CW0842  ___________________________________________________________________
 CW0842  LAPLACE CORR-          -4.53  (seconds)                    DEFLEC99
 CW0842  GEOID HEIGHT-         -22.04  (meters)                     GEOID03
 CW0842
 CW0842  HORZ ORDER  -  THIRD
 CW0842
 CW0842.The horizontal coordinates were established by classical geodetic methods
 CW0842.and adjusted by the National Geodetic Survey in December 1993..
 CW0842
 CW0842.The NAVD 88 height was computed by applying the VERTCON shift value to
 CW0842.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CW0842
 CW0842.The Laplace correction was computed from DEFLEC99 derived deflections.
 CW0842
 CW0842.The geoid height was determined by GEOID03.
 CW0842
 CW0842;                    North         East     Units Scale Factor Converg.
 CW0842;SPC NM E     -   212,668.522   114,008.845   MT  0.99994114   -0 17 46.5
 CW0842;SPC NM E     -   697,729.98    374,044.02   sFT  0.99994114   -0 17 46.5
 CW0842;SPC NM C     -   213,369.208   628,283.167   MT  1.00010285   +0 44 43.5
 CW0842;SPC NM C     -   700,028.81  2,061,292.36   sFT  1.00010285   +0 44 43.5
 CW0842;UTM  13      - 3,642,079.471   511,360.476   MT  0.99960159   +0 03 57.7
 CW0842
 CW0842!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CW0842!SPC NM E     -   0.99978408  x   0.99994114  =   0.99972524
 CW0842!SPC NM C     -   0.99978408  x   1.00010285  =   0.99988691
 CW0842!UTM  13      -   0.99978408  x   0.99960159  =   0.99938576
 CW0842
 CW0842:                Primary Azimuth Mark                     Grid Az
 CW0842:SPC NM E     -  PARKS                                    085 31 56.2
 CW0842:SPC NM C     -  PARKS                                    084 29 26.2
 CW0842:UTM  13      -  PARKS                                    085 10 12.0
 CW0842
 CW0842|---------------------------------------------------------------------|
 CW0842| PID    Reference Object                     Distance      Geod. Az  |
 CW0842|                                                           dddmmss.s |
 CW0842| CW0836 PARKS                               APPROX. 3.9 KM 0851409.7 |
 CW0842|---------------------------------------------------------------------|
 CW0842
 CW0842                          SUPERSEDED SURVEY CONTROL
 CW0842
 CW0842  NAD 83(1986)-  32 55 00.79533(N)    104 52 42.60100(W) AD(       ) 3
 CW0842  NAD 27      -  32 55 00.42528(N)    104 52 40.68885(W) AD(       ) 3
 CW0842  NGVD 29 (07/19/86) 1397.     (m)         4583.     (f) VERT ANG       
 CW0842
 CW0842.Superseded values are not recommended for survey control.
 CW0842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0842.See file dsdata.txt to determine how the superseded data were derived.
 CW0842
 CW0842_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES1136042079(NAD 83)
 CW0842_MARKER: DD = SURVEY DISK
 CW0842_SETTING: 0 = UNSPECIFIED SETTING
 CW0842_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CW0842
 CW0842  HISTORY     - Date     Condition        Report By
 CW0842  HISTORY     - 1959     MONUMENTED       USGS
 CW0842
 CW0842                          STATION DESCRIPTION
 CW0842
 CW0842'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 CW0842'STATION IS LOCATED ABOUT 9 MI. (AIRLINE) W. AND ABOUT 6 MI. N. OF
 CW0842'HOPE, NEW MEXICO, ON A SMALL MESA ABOUT 1 MI. SE. OF HIGHWAY 13.
 CW0842'
 CW0842'TO REACH FROM SCHOOL HOUSE IN HOPE, NEW MEXICO, PROCEED W. ON
 CW0842'HIGHWAY 83 FOR 12.1 MI. TO JUNCTION WITH STATE HIGHWAY 13.  TURN N.
 CW0842'ON HIGHWAY 13 AND PROCEED FOR 5.4 MI.  TURN S. ON DIRT RD. FOR 0.3
 CW0842'MI.  TURN E. CROSS COUNTRY FOR 0.6 MI. TO HIGHEST POINT AND STATION.
 CW0842'
 CW0842'STATION MARK--STANDARD USGS TABLET IN CONCRETE MONUMENT PROJECTING
 CW0842'0.3 FT., AND STAMPED ---KEEL ET 1959---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0684 ***********************************************************************
 EQ0684  DESIGNATION -  KELLY WM
 EQ0684  PID         -  EQ0684
 EQ0684  STATE/COUNTY-  NM/TORRANCE
 EQ0684  USGS QUAD   -  ESTANCIA (1986)
 EQ0684
 EQ0684                         *CURRENT SURVEY CONTROL
 EQ0684  ___________________________________________________________________
 EQ0684* NAD 83(1992)-  34 48 43.35870(N)    106 02 03.70291(W)     ADJUSTED  
 EQ0684* NAVD 88     -      1859.     (meters)    6099.     (feet)  SCALED    
 EQ0684  ___________________________________________________________________
 EQ0684  LAPLACE CORR-          -0.49  (seconds)                    DEFLEC99
 EQ0684  GEOID HEIGHT-         -19.80  (meters)                     GEOID03
 EQ0684
 EQ0684  HORZ ORDER  -  THIRD
 EQ0684
 EQ0684.The horizontal coordinates were established by classical geodetic methods
 EQ0684.and adjusted by the National Geodetic Survey in December 1993..
 EQ0684
 EQ0684.The orthometric height was scaled from a topographic map.
 EQ0684
 EQ0684.The Laplace correction was computed from DEFLEC99 derived deflections.
 EQ0684
 EQ0684.The geoid height was determined by GEOID03.
 EQ0684
 EQ0684;                    North         East     Units Scale Factor Converg.
 EQ0684;SPC NM C     -   422,745.881   519,728.156   MT  0.99990480   +0 07 23.2
 EQ0684;SPC NM C     - 1,386,958.78  1,705,141.46   sFT  0.99990480   +0 07 23.2
 EQ0684;UTM  13      - 3,852,687.329   405,395.637   MT  0.99971031   -0 35 26.0
 EQ0684
 EQ0684!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EQ0684!SPC NM C     -   0.99971141  x   0.99990480  =   0.99961623
 EQ0684!UTM  13      -   0.99971141  x   0.99971031  =   0.99942180
 EQ0684
 EQ0684                          SUPERSEDED SURVEY CONTROL
 EQ0684
 EQ0684  NAD 83(1986)-  34 48 43.36726(N)    106 02 03.70442(W) AD(       ) 3
 EQ0684  NAD 27      -  34 48 43.15742(N)    106 02 01.64344(W) AD(       ) 3
 EQ0684
 EQ0684.Superseded values are not recommended for survey control.
 EQ0684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0684.See file dsdata.txt to determine how the superseded data were derived.
 EQ0684
 EQ0684_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDU0539652687(NAD 83)
 EQ0684_MARKER: 66 = WINDMILL
 EQ0684
 EQ0684  HISTORY     - Date     Condition        Report By
 EQ0684  HISTORY     - 1954     FIRST OBSERVED   USGS
 EQ0684
 EQ0684                          STATION DESCRIPTION
 EQ0684
 EQ0684'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 EQ0684'STATION IS LOCATED 4 MI. (AIRLINE) N-NE. OF ESTANCIA, NEW MEXICO, AT
 EQ0684'THE N. EDGE OF SEC. 30, T 7 N, R 9 E, 16 FT. S. OF A FENCE CORNER, AND
 EQ0684'120 FT. N-NE. OF THE NE. CORNER OF A SHED.  INTERSECTED FROM STATIONS
 EQ0684'S.T. NO. 7, LEDGE, AND ESTANCIA.
 EQ0684'
 EQ0684'STATION MARK--CENTER OF A STEEL WINDMILL.
 EQ0684'
 EQ0684'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1629 ***********************************************************************
 CX1629  DESIGNATION -  KEN
 CX1629  PID         -  CX1629
 CX1629  STATE/COUNTY-  NM/OTERO
 CX1629  USGS QUAD   -  WHITE SANDS NE (1955)
 CX1629
 CX1629                         *CURRENT SURVEY CONTROL
 CX1629  ___________________________________________________________________
 CX1629* NAD 83(1992)-  32 25 46.31809(N)    106 18 36.82865(W)     ADJUSTED  
 CX1629* NAVD 88     -      1230.41   (+/-2cm)    4036.8    (feet)  VERTCON   
 CX1629  ___________________________________________________________________
 CX1629  LAPLACE CORR-           2.18  (seconds)                    DEFLEC99
 CX1629  GEOID HEIGHT-         -23.64  (meters)                     GEOID03
 CX1629
 CX1629  HORZ ORDER  -  FIRST
 CX1629  VERT ORDER  -  THIRD ? (See Below)
 CX1629
 CX1629.The horizontal coordinates were established by classical geodetic methods
 CX1629.and adjusted by the National Geodetic Survey in December 1993..
 CX1629
 CX1629.The NAVD 88 height was computed by applying the VERTCON shift value to
 CX1629.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CX1629.The vertical order pertains to the NGVD 29 superseded value.
 CX1629
 CX1629.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1629
 CX1629.The geoid height was determined by GEOID03.
 CX1629
 CX1629;                    North         East     Units Scale Factor Converg.
 CX1629;SPC NM C     -   158,494.997   494,335.919   MT  0.99990040   -0 01 56.3
 CX1629;SPC NM C     -   519,995.67  1,621,833.76   sFT  0.99990040   -0 01 56.3
 CX1629;UTM  13      - 3,588,803.164   376,817.583   MT  0.99978712   -0 42 09.8
 CX1629
 CX1629!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1629!SPC NM C     -   0.99981056  x   0.99990040  =   0.99971098
 CX1629!UTM  13      -   0.99981056  x   0.99978712  =   0.99959772
 CX1629
 CX1629|---------------------------------------------------------------------|
 CX1629| PID    Reference Object                     Distance      Geod. Az  |
 CX1629|                                                           dddmmss.s |
 CX1629| CX1628 TS 291                                4.137 METERS 04156     |
 CX1629| CX1651 LAKE                                APPROX. 8.2 KM 2804923.4 |
 CX1629| CC6787 KEN RM 1                              5.219 METERS 30545     |
 CX1629|---------------------------------------------------------------------|
 CX1629
 CX1629                          SUPERSEDED SURVEY CONTROL
 CX1629
 CX1629  NAD 83(1986)-  32 25 46.32451(N)    106 18 36.82758(W) AD(       ) 1
 CX1629  NAD 27      -  32 25 45.98914(N)    106 18 34.86117(W) AD(       ) 1
 CX1629  NGVD 29 (07/19/86) 1229.82   (m)         4034.8    (f) LEVELING    3  
 CX1629
 CX1629.Superseded values are not recommended for survey control.
 CX1629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1629.See file dsdata.txt to determine how the superseded data were derived.
 CX1629
 CX1629_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR7681888803(NAD 83)
 CX1629_MARKER: DS = TRIANGULATION STATION DISK
 CX1629_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX1629
 CX1629  HISTORY     - Date     Condition        Report By
 CX1629  HISTORY     - 1965     MONUMENTED       CGS
 CX1629
 CX1629                          STATION DESCRIPTION
 CX1629
 CX1629'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (WRH)
 CX1629'STATION IS LOCATED ABOUT 9.5 MILES EAST NORTHEAST OF WHITE SANDS
 CX1629'MISSILE RANGE HEADQUARTERS, 10.0 MILES SOUTH OF U. S. HIGHWAY 70 AND
 CX1629'2.5 MILES NORTH OF WSMR ROUTE 2 ON A MOUND SOUTHWEST OF TWO
 CX1629'ASTRODOMES.
 CX1629'
 CX1629'STATION, STAMPED KEN 1964, IS A STANDARD USC AND GS BRONZE DISK SET
 CX1629'IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS ABOUT
 CX1629'4 INCHES ABOVE THE GROUND.  IT IS 64.0 FEET NORTH NORTHEAST OF A
 CX1629'POWER POLE WITH TRANSFORMER, 60.0 FEET NORTH OF THE SOUTH EDGE OF
 CX1629'THE MOUND AND 11.0 FEET SOUTH OF THE SOUTH EDGE OF CONCRETE PAD
 CX1629'FOR SMALL ASTRODOME.
 CX1629'
 CX1629'R.M. NO. 1, STAMPED KEN NO 1 1964.  IS A STANDARD USC AND GS BRONZE
 CX1629'DISK SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT IS
 CX1629'FLUSH WITH THE GROUND.  IT IS 69.0 FEET NORTH OF A POWER POLE WITH
 CX1629'A TRANSFORMER, 11.9 FEET WEST SOUTHWEST OF THE SOUTHWEST CORNER OF
 CX1629'PAD AND ABOUT THE SAME ELEVATION AS THE STATION.
 CX1629'
 CX1629'TS 291, STAMPED TS 291, IS A STANDARD WSPG BRONZE DISK SET IN THE
 CX1629'SOUTHEAST EDGE OF CONCRETE PAD.  IT IS 5.0 FEET NORTH OF THE SOUTH
 CX1629'EDGE OF PAD, 3.0 FEET SOUTH SOUTHEAST OF THE ASTRODOME AND ABOUT
 CX1629'THE SAME ELEVATION AS THE STATION.
 CX1629'
 CX1629'STATION IS REACHED AS FOLLOWS--FROM WHITE SANDS MISSILE RANGE
 CX1629'HEADQUARTERS GO EAST, ON WSMR ROUTE 2, FOR 8.0 MILES.  TURN LEFT AND
 CX1629'GO NORTH, ON GRAVELED ROAD, FOR 1.9 MILES.  TURN RIGHT AND GO EAST
 CX1629'1.3 MILES TO TWO ASTRODOMES AND STATION.
 CX1629'
 CX1629'HEIGHT OF LIGHT ABOVE STATION MARK 4.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0799 ***********************************************************************
 DQ0799  DESIGNATION -  KENNA
 DQ0799  PID         -  DQ0799
 DQ0799  STATE/COUNTY-  NM/CHAVES
 DQ0799  USGS QUAD   -  SAN JUAN MESA WEST (1979)
 DQ0799
 DQ0799                         *CURRENT SURVEY CONTROL
 DQ0799  ___________________________________________________________________
 DQ0799* NAD 83(1992)-  33 57 38.81074(N)    103 53 00.13643(W)     ADJUSTED  
 DQ0799* NAVD 88     -      1447.2    (meters)    4748.     (feet)  VERTCON   
 DQ0799  ___________________________________________________________________
 DQ0799  LAPLACE CORR-           3.14  (seconds)                    DEFLEC99
 DQ0799  GEOID HEIGHT-         -23.03  (meters)                     GEOID03
 DQ0799
 DQ0799  HORZ ORDER  -  FIRST
 DQ0799
 DQ0799.The horizontal coordinates were established by classical geodetic methods
 DQ0799.and adjusted by the National Geodetic Survey in December 1993..
 DQ0799
 DQ0799.The NAVD 88 height was computed by applying the VERTCON shift value to
 DQ0799.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DQ0799
 DQ0799.The Laplace correction was computed from DEFLEC99 derived deflections.
 DQ0799
 DQ0799.The geoid height was determined by GEOID03.
 DQ0799
 DQ0799;                    North         East     Units Scale Factor Converg.
 DQ0799;SPC NM E     -   328,398.212   206,585.128   MT  0.99993040   +0 15 04.9
 DQ0799;SPC NM E     - 1,077,419.80    677,771.37   sFT  0.99993040   +0 15 04.9
 DQ0799;UTM  13      - 3,758,369.076   603,168.088   MT  0.99973121   +0 37 25.8
 DQ0799
 DQ0799!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ0799!SPC NM E     -   0.99977647  x   0.99993040  =   0.99970689
 DQ0799!UTM  13      -   0.99977647  x   0.99973121  =   0.99950774
 DQ0799
 DQ0799:                Primary Azimuth Mark                     Grid Az
 DQ0799:SPC NM E     -  FLOYD SANTE FE RR MAST                   007 22 37.9
 DQ0799:UTM  13      -  FLOYD SANTE FE RR MAST                   007 00 17.0
 DQ0799
 DQ0799|---------------------------------------------------------------------|
 DQ0799| PID    Reference Object                     Distance      Geod. Az  |
 DQ0799|                                                           dddmmss.s |
 DQ0799| EO0685 FLOYD SANTE FE RR MAST              APPROX.28.3 KM 0073742.8 |
 DQ0799| DQ0798 KENNA PIPELINE CO MAST              APPROX. 1.9 KM 0364609.0 |
 DQ0799| EO0681 FLOYD BELL TEL CO MAST              APPROX.31.3 KM 0522359.6 |
 DQ0799| CJ7605 KENNA RM 1                           47.131 METERS 17719     |
 DQ0799| CJ7606 KENNA RM 2                           30.373 METERS 28102     |
 DQ0799|---------------------------------------------------------------------|
 DQ0799
 DQ0799                          SUPERSEDED SURVEY CONTROL
 DQ0799
 DQ0799  NAD 83(1986)-  33 57 38.81829(N)    103 53 00.13196(W) AD(       ) 1
 DQ0799  NAD 27      -  33 57 38.51411(N)    103 52 58.26591(W) AD(       ) 1
 DQ0799  NGVD 29 (07/19/86) 1446.6    (m)         4746.     (f) VERT ANG       
 DQ0799
 DQ0799.Superseded values are not recommended for survey control.
 DQ0799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0799.See file dsdata.txt to determine how the superseded data were derived.
 DQ0799
 DQ0799_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFT0316858369(NAD 83)
 DQ0799_MARKER: DS = TRIANGULATION STATION DISK
 DQ0799_SETTING: 66 = SET IN ROCK OUTCROP
 DQ0799
 DQ0799  HISTORY     - Date     Condition        Report By
 DQ0799  HISTORY     - 1922     MONUMENTED       CGS
 DQ0799  HISTORY     - 1967     GOOD             USGS
 DQ0799  HISTORY     - 1975     GOOD             NGS
 DQ0799  HISTORY     - 1985     GOOD             DMA
 DQ0799
 DQ0799                          STATION DESCRIPTION
 DQ0799
 DQ0799'DESCRIBED BY COAST AND GEODETIC SURVEY 1922 (CMD)
 DQ0799'ABOUT 10 MILES NORTHWEST OF KENNA, 5 MILES NORTHWEST OF BILL
 DQ0799'LITTLEFIELDS RANCH, 2-1/2 MILES NORTHEAST FROM THE RANCH OF
 DQ0799'JEFF WHITE WHO LIVES IN THE BREAKS, NEAR THE STEEP, WESTERN END
 DQ0799'OF A LARGE MESA 3 MILES NORTH OF THE SOUTH END, ON THE HIGHEST
 DQ0799'POINT IN THE VICINITY, AND 50 METERS (164 FEET) SOUTH OF A
 DQ0799'FENCE LINE.  STATION AND REFERENCE MARKS ARE STANDARD DISKS
 DQ0799'SET IN ROCK.  REFERENCE MARK
 DQ0799'NO. 1 IS 47.73 METERS (156.6 FEET) FROM STATION
 DQ0799'AND NO. 2 IS 30.43 METERS (99.8 FEET) FROM
 DQ0799'STATION.
 DQ0799
 DQ0799                          STATION RECOVERY (1967)
 DQ0799
 DQ0799'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967 (EEM)
 DQ0799'NOTE--DISTANCES TO R.M.S DO NOT AGREE WITH USC AND GS DATA
 DQ0799'BY 2 FT. TO R.M. 1 AND 0.2 FT. TO R.M. 2.
 DQ0799'
 DQ0799'STATION MARK AND REFERENCE MARKS RECOVERED IN GOOD CONDITION
 DQ0799'AS DESCRIBED BY USC AND GS QUAD 331034, STATION 1001, REVISED
 DQ0799'DESCRIPTION.
 DQ0799'
 DQ0799'THE STATION IS LOCATED N 85 DEG W, ABOUT 13 MI. (AIRLINE)
 DQ0799'FROM ELIDA, NEW MEXICO.  N 39 DEG W, ABOUT 10 MI. (AIRLINE)
 DQ0799'FROM KENNA, NEW MEXICO.  THE STATION IS LOCATED ON THE NW END
 DQ0799'OF SAN JUAN MESA.  IT IS ON THE HIGHEST POINT ABOUT 1-1/2 MI. SW
 DQ0799'OF A RADIO RELAY TOWER.  NEAR THE STEEP WESTERN END OF THE MESA
 DQ0799'AND 20 FT. NE OF A NW-SE FENCE.  THE STATION WAS REACHED BY
 DQ0799'2-WHEEL-DRIVE VEHICLE FROM ELIDA, NEW MEXICO.  THE STATION
 DQ0799'SITE CAN BE LOCATED FROM THE BROWNFIELD (NI 13-8) 1/250,000
 DQ0799'SERIES MAP.
 DQ0799'
 DQ0799'STATION MARK--A STANDARD C AND GS DISK SET IN BEDROCK FLUSH
 DQ0799'WITH THE GROUND AND STAMPED KENNA 1922.
 DQ0799'
 DQ0799'REFERENCE MARK NO. 1--A STANDARD C AND GS DISK SET IN BEDROCK FLUSH
 DQ0799'WITH THE GROUND AND STAMPED KENNA NO. 1 1922.
 DQ0799'
 DQ0799'REFERENCE MARK NO. 2--A STANDARD C AND GS DISK SET IN BEDROCK
 DQ0799'FLUSH WITH GROUND AND STAMPED KENNA NO. 2 1922.
 DQ0799
 DQ0799                          STATION RECOVERY (1975)
 DQ0799
 DQ0799'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (JRS)
 DQ0799'RM 1 TO RM 2 OBSTRUCTED BY DIFFICULT TERRAIN.
 DQ0799'
 DQ0799'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 DQ0799'CONDITION.  THE DIRECTIONS TO THE REFERENCE MARKS CHECKED OLD DATA,
 DQ0799'HOWEVER A DIFFERENCE OF 0.09 FOOT OR 0.027 METER LONGER WAS NOTED
 DQ0799'IN THE DISTANCE TO REFERENCE MARK 1 AND A DIFFERENCE OF 0.03 FOOT
 DQ0799'OR 0.009 METER WAS NOTED IN THE DISTANCE TO REFERENCE MARK 2.
 DQ0799'FOLLOWING IS A NEW DESCRIPTION.
 DQ0799'
 DQ0799'THE STATION IS LOCATED ABOUT 13 MILES WEST OF ELIDA, 25 MILES
 DQ0799'SOUTHWEST OF FLOYD, ON THE NORTHWEST END OF SAN JUAN MESA AND ON
 DQ0799'PROPERTY OF THE BYRD AND BOONE RANCH.  PERMISSION WAS GIVEN BY
 DQ0799'FRANK J. BYRD, TELEPHONE NUMBER 224-6238.
 DQ0799'
 DQ0799'TO REACH THE STATION FROM THE POST OFFICE IN ELIDA, GO WEST ON U.S.
 DQ0799'HIGHWAY 70 FOR 0.2 MILE TO A SIDE ROAD RIGHT, IMMEDIATELY AFTER
 DQ0799'CROSSING A RAILROAD TRACK.  TURN RIGHT AND GO NORTH FOR 0.1 MILE TO
 DQ0799'A T-ROAD.  TURN LEFT AND GO WEST ON A PAVED ROAD FOR 4.6 MILES TO
 DQ0799'WHERE THE PAVED ROAD TURNS RIGHT AND A GRAVELED ROAD CONTINUES
 DQ0799'AHEAD.  TURN RIGHT AND GO NORTH ON THE PAVED ROAD FOR 2.0 MILES
 DQ0799'TO WHERE THE PAVED ROAD TURNS LEFT AND A GRAVELED ROAD CONTINUES
 DQ0799'AHEAD.  TURN LEFT AND GO WEST ON THE PAVED ROAD FOR 6.0 MILES
 DQ0799'TO A SIDE ROAD RIGHT AT THE END OF THE PAVEMENT.  CONTINUE WEST
 DQ0799'ON A GRAVELED ROAD FOR 0.7 MILE TO A TRACK ROAD ON THE LEFT.
 DQ0799'TURN LEFT AND GO SOUTH ON THE TRACK ROAD FOR 1.05 MILES TO A TRACK
 DQ0799'ROAD ON THE RIGHT.  TURN RIGHT AND GO WEST, UPHILL TO THE TOP
 DQ0799'OF THE MESA, ON THIS TRACK ROAD FOR 0.2 MILE TO A REVERSE FORK, BEAR
 DQ0799'RIGHT AND GO NORTHWEST ON TRACK ROAD FOR 0.35 MILE TO A
 DQ0799'GATE AND A T-ROAD JUST PAST THE GATE.  PASS THROUGH THE GATE, TURN
 DQ0799'RIGHT, AND GO NORTH ALONG THE WEST SIDE OF THE FENCE FOR 0.55 MILE
 DQ0799'TO A CURVE TO THE WEST.  BEAR LEFT AND CONTINUE WEST FOR 0.35
 DQ0799'MILE TO A FORK AND A RADIO MAST ON THE LEFT.  CONTINUE WEST FOR 0.05
 DQ0799'MILE, PASSING TO THE NORTH OF THE MAST, TO WHERE THE ROAD CURVES
 DQ0799'LEFT, SOUTHERLY.  TURN LEFT, PASSING TO THE WEST OF THE MAST, AND
 DQ0799'GO SOUTHERLY ON THE TRACK ROAD, FOLLOWING ALONG THE WEST EDGE OF THE
 DQ0799'MESA FOR 1.2 MILES TO A FORK.  KEEP RIGHT AND GO SOUTHWEST FOR
 DQ0799'0.3 MILE TO THE STATION ON THE LEFT.
 DQ0799'
 DQ0799'THE STATION MARK IS A STANDARD DISK, STAMPED KENNA 1922, CEMENTED IN
 DQ0799'A DRILL HOLE IN 2 FOOT BY 3 FOOT ROCK OUTCROP THAT PROJECTS ABOUT 2
 DQ0799'INCHES.  IT IS 12.0 FEET EAST OF THE CENTER OF THE TRACK ROAD.
 DQ0799'
 DQ0799'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED KENNA NO 1 1922,
 DQ0799'CEMENTED IN A DRILL HOLE IN ROCK OUTCROP THAT IS FLUSH WITH THE
 DQ0799'GROUND.  IT IS ABOUT 5 FEET LOWER IN ELEVATION THAN THE STATION AND
 DQ0799'IS AT A SHARP INDENTATION OF THE EDGE OF THE MESA.
 DQ0799'
 DQ0799'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED KENNA NO 2 1922,
 DQ0799'CEMENTED IN A DRILL HOLE IN ROCK OUTCROP THAT IS FLUSH WITH THE
 DQ0799'GROUND.  IT IS ABOUT 4 FEET LOWER IN ELEVATION THAN THE STATION AND
 DQ0799'OVER THE CREST OF THE EDGE OF THE MESA.
 DQ0799'
 DQ0799'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--13 MILES WEST OF
 DQ0799'ELIDA.
 DQ0799'
 DQ0799'HEIGHT OF LIGHT ABOVE STATION MARK 4.6 FEET.
 DQ0799
 DQ0799                          STATION RECOVERY (1985)
 DQ0799
 DQ0799'RECOVERY NOTE BY DEFENSE MAP AGENCY 1985 (RFA)
 DQ0799'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0798 ***********************************************************************
 DQ0798  DESIGNATION -  KENNA PIPELINE CO MAST
 DQ0798  PID         -  DQ0798
 DQ0798  STATE/COUNTY-  NM/CHAVES
 DQ0798  USGS QUAD   -  SAN JUAN MESA EAST (1979)
 DQ0798
 DQ0798                         *CURRENT SURVEY CONTROL
 DQ0798  ___________________________________________________________________
 DQ0798* NAD 83(1992)-  33 58 29.25244(N)    103 52 14.89176(W)     ADJUSTED  
 DQ0798* NAVD 88     -                                                        
 DQ0798  ___________________________________________________________________
 DQ0798  LAPLACE CORR-           2.70  (seconds)                    DEFLEC99
 DQ0798  GEOID HEIGHT-         -23.02  (meters)                     GEOID03
 DQ0798
 DQ0798  HORZ ORDER  -  THIRD
 DQ0798
 DQ0798.The horizontal coordinates were established by classical geodetic methods
 DQ0798.and adjusted by the National Geodetic Survey in December 1993..
 DQ0798
 DQ0798
 DQ0798.The Laplace correction was computed from DEFLEC99 derived deflections.
 DQ0798
 DQ0798.The geoid height was determined by GEOID03.
 DQ0798
 DQ0798;                    North         East     Units Scale Factor Converg.
 DQ0798;SPC NM E     -   329,957.447   207,739.649   MT  0.99993160   +0 15 30.5
 DQ0798;SPC NM E     - 1,082,535.39    681,559.17   sFT  0.99993160   +0 15 30.5
 DQ0798;UTM  13      - 3,759,935.474   604,312.219   MT  0.99973413   +0 37 51.9
 DQ0798
 DQ0798                          SUPERSEDED SURVEY CONTROL
 DQ0798
 DQ0798  NAD 83(1986)-  33 58 29.26100(N)    103 52 14.88771(W) AD(       ) 4
 DQ0798  NAD 27      -  33 58 28.95970(N)    103 52 13.02095(W) AD(       ) 3
 DQ0798
 DQ0798.Superseded values are not recommended for survey control.
 DQ0798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0798.See file dsdata.txt to determine how the superseded data were derived.
 DQ0798
 DQ0798_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFT0431259935(NAD 83)
 DQ0798
 DQ0798  HISTORY     - Date     Condition        Report By
 DQ0798  HISTORY     - 1975     FIRST OBSERVED   NGS
 DQ0798
 DQ0798                          STATION DESCRIPTION
 DQ0798
 DQ0798'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (JRS)
 DQ0798'THE STATION, KENNA TRANSWESTERN PIPELINE COMPANY MAST, IS THE
 DQ0798'LIGHT ATOP A TRIANGULAR STEEL, GUYED MAST, THAT IS PAINTED RED
 DQ0798'AND WHITE.  THE STRUCTURE HAS AN OVERALL HEIGHT OF 315 FEET AND
 DQ0798'IS OWNED BY THE TRANSWESTERN PIPELINE COMPANY.
 DQ0798'
 DQ0798'THE STATION IS LOCATED 10 MILES NORTHWEST OF KENNA, 13 MILES WEST
 DQ0798'OF ELIDA, 23-1/2 MILES SOUTHWEST OF FLOYD AND ON THE NORTH END OF
 DQ0798'SAN JUAN MESA 1 MILE NORTHEAST OF TRIANGULATION STATION KENNA 1922.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1500 ***********************************************************************
 CX1500  DESIGNATION -  KENT
 CX1500  PID         -  CX1500
 CX1500  STATE/COUNTY-  NM/DONA ANA
 CX1500  USGS QUAD   -  BENNETT MOUNTAIN (1981)
 CX1500
 CX1500                         *CURRENT SURVEY CONTROL
 CX1500  ___________________________________________________________________
 CX1500* NAD 83(1992)-  32 30 27.38291(N)    106 29 00.66703(W)     ADJUSTED  
 CX1500* NAVD 88     -      2136.6    (meters)    7010.     (feet)  VERTCON   
 CX1500  ___________________________________________________________________
 CX1500  LAPLACE CORR-          -4.68  (seconds)                    DEFLEC99
 CX1500  GEOID HEIGHT-         -23.26  (meters)                     GEOID03
 CX1500
 CX1500  HORZ ORDER  -  FIRST
 CX1500
 CX1500.The horizontal coordinates were established by classical geodetic methods
 CX1500.and adjusted by the National Geodetic Survey in December 1993..
 CX1500
 CX1500.The NAVD 88 height was computed by applying the VERTCON shift value to
 CX1500.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CX1500
 CX1500.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1500
 CX1500.The geoid height was determined by GEOID03.
 CX1500
 CX1500;                    North         East     Units Scale Factor Converg.
 CX1500;SPC NM C     -   167,174.534   478,058.693   MT  0.99990593   -0 07 31.8
 CX1500;SPC NM C     -   548,471.78  1,568,430.90   sFT  0.99990593   -0 07 31.8
 CX1500;UTM  13      - 3,597,671.974   360,644.595   MT  0.99983947   -0 47 50.6
 CX1500
 CX1500!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1500!SPC NM C     -   0.99966829  x   0.99990593  =   0.99957425
 CX1500!UTM  13      -   0.99966829  x   0.99983947  =   0.99950781
 CX1500
 CX1500:                Primary Azimuth Mark                     Grid Az
 CX1500:SPC NM C     -  ALAMOGORDO PEAK                          033 13 34.5
 CX1500:UTM  13      -  ALAMOGORDO PEAK                          033 53 53.3
 CX1500
 CX1500|---------------------------------------------------------------------|
 CX1500| PID    Reference Object                     Distance      Geod. Az  |
 CX1500|                                                           dddmmss.s |
 CX1500| DR1009 ALAMOGORDO PEAK                                    0330602.7 |
 CX1500| CC6792 KENT RM 2                             8.739 METERS 10605     |
 CX1500| CX0452 SANDS SW BASE                       APPROX. 8.1 KM 1085809.7 |
 CX1500| CX1526 OROGRANDE SMELTER                   APPROX.39.5 KM 1095046.8 |
 CX1500| CX1660 ORGAN MOUNTAIN                      APPROX.14.8 KM 2175352.9 |
 CX1500| CX1504 KENT AZ MK                          APPROX. 0.5 KM 2611556.7 |
 CX1500| CC6790 KENT RM                               6.860 METERS 34015     |
 CX1500| CC6791 KENT RM 1                             6.818 METERS 34053     |
 CX1500|---------------------------------------------------------------------|
 CX1500
 CX1500                          SUPERSEDED SURVEY CONTROL
 CX1500
 CX1500  NAD 83(1986)-  32 30 27.38875(N)    106 29 00.66839(W) AD(       ) 1
 CX1500  NAD 27      -  32 30 27.06750(N)    106 28 58.68320(W) AD(       ) 1
 CX1500  NGVD 29 (07/19/86) 2136.0    (m)         7008.     (f) VERT ANG       
 CX1500
 CX1500.Superseded values are not recommended for survey control.
 CX1500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1500.See file dsdata.txt to determine how the superseded data were derived.
 CX1500
 CX1500_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR6064597672(NAD 83)
 CX1500_MARKER: DD = SURVEY DISK
 CX1500_SETTING: 66 = SET IN ROCK OUTCROP
 CX1500
 CX1500  HISTORY     - Date     Condition        Report By
 CX1500  HISTORY     - 1909     MONUMENTED       CGS
 CX1500  HISTORY     - 1936     GOOD             CGS
 CX1500  HISTORY     - 1943     GOOD             CGS
 CX1500  HISTORY     - 1952     GOOD             CGS
 CX1500  HISTORY     - 1955     GOOD             AMS
 CX1500  HISTORY     - 1967     GOOD             CGS
 CX1500
 CX1500                          STATION DESCRIPTION
 CX1500
 CX1500'DESCRIBED BY COAST AND GEODETIC SURVEY 1936
 CX1500'THE STATION IS ABOUT 22 MILES AIRLINE NE OF LAS CRUCES, 9
 CX1500'MILES NE OF THE TOWN OF ORGAN, AND ON THE MOST N AND HIGHEST
 CX1500'ONE OF THREE PEAKS CLOSE TOGETHER ON BLACK MOUNTAIN.  BLACK
 CX1500'MOUNTAIN IS A SPUR RUNNING E FROM THE SAN ANDRES RANGE JUST
 CX1500'N OF THE SAN AUGUSTIN PASS AND HAS A MINE ON ITS W SIDE ABOUT
 CX1500'100 METERS (328 FEET) FROM THE TOP.  TO REACH FROM ORGAN,
 CX1500'GO E 8.4 MILES ON STATE HIGHWAY 3, TURN LEFT AND FOLLOW
 CX1500'UNIMPROVED ROAD PAST RANCH BUILDINGS AND A WINDMILL TOWARD THE
 CX1500'PEAK.  TRUCKS CAN BE TAKEN WITH EASE TO THE OLD, ABANDONED
 CX1500'MINES, AND WITH CAUTION TO THE LARGE, WHITE ROCK AT THE
 CX1500'MOUTH OF THE CANYON TO THE LEFT OF THE PEAK, FROM WHICH
 CX1500'POINT IT IS A THREE-HOUR PACK WITH VERY STEEP AND ROUGH
 CX1500'GOING.  THE STATION WAS MARKED WITH A BRONZE STATION DISK
 CX1500'SET IN OUTCROPPING ROCK.
 CX1500'
 CX1500'THE REFERENCE MARK, A CROSSCUT IN THE TOP OF A FLAT ROCK WHICH
 CX1500'IS 2 FEET LOWER THAN THE STATION, IS 6.86 METERS (22.5 FEET)
 CX1500'FROM THE STATION N 19 DEG 45 MIN W.
 CX1500'
 CX1500'IN 1934 TWO NEW REFERENCE MARKS, BRONZE REFERENCE DISKS SET IN
 CX1500'OUTCROPPING BEDROCK WERE ESTABLISHED.
 CX1500'REFERENCE MARK 1 IS 6.817 METERS (22.37 FEET) FROM THE STATION
 CX1500'AND REFERENCE MARK 2 IS 8.743 METERS
 CX1500'(28.68 FEET) FROM THE STATION.
 CX1500'
 CX1500'STATION KENT AZIMUTH MAY BE USED AS AN AZIMUTH MARK.
 CX1500
 CX1500                          STATION RECOVERY (1943)
 CX1500
 CX1500'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (EHB)
 CX1500'THE STATION IS ABOUT 22 MILES AIRLINE NE OF LAS CRUCES, 9
 CX1500'MILES NE OF THE TOWN OF ORGAN, AND ON THE MOST N AND HIGHEST
 CX1500'ONE OF THREE PEAKS CLOSE TOGETHER ON BLACK MOUNTAIN.  BLACK
 CX1500'MOUNTAIN IS A SPUR RUNNING E FROM SAN ANDRES RANGE JUST N
 CX1500'OF SAN AUGUSTIN PASS AND HAS A MINE SHAFT ON ITS W SIDE ABOUT
 CX1500'100 METERS FROM THE TOP.
 CX1500'
 CX1500'TO REACH FROM ORGAN, GO E 8.4 MILES ON U.S. HIGHWAY 70, TURN
 CX1500'LEFT ON UNIMPROVED RANCH ROAD PAST RANCH BUILDINGS AND AN OLD
 CX1500'WINDMILL, CONTINUE N TO BASE OF PEAK WHERE THERE IS A WINDMILL
 CX1500'AND MINE DIGGINGS AND END OF TRUCK TRAVEL.  FROM HERE PACK
 CX1500'N UP MAIN RIDGE TO THE MOST N PEAK AND STATION.  ALL MARKS
 CX1500'FOUND AS DESCRIBED, AND IN GOOD CONDITION.
 CX1500'
 CX1500'REFERENCE MARK 1 IS NNE SET IN OUTCROPPING BEDROCK.
 CX1500'
 CX1500'REFERENCE MARK 2 IS ESE SET IN OUTCROPPING BEDROCK.
 CX1500'
 CX1500'AZIMUTH MARK IS W ABOUT 1/4 MILE IN SADDLE SET IN OUTCROPPING
 CX1500'BEDROCK.
 CX1500'
 CX1500'STATION WAS NOT OCCUPIED, THEREFORE NO DISTANCES OR DIRECTIONS
 CX1500'WERE OBTAINED.
 CX1500
 CX1500                          STATION RECOVERY (1952)
 CX1500
 CX1500'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (RLE)
 CX1500'THE STATION MARK, REFERENCE MARK 1 AND REFERENCE MARK 2 WERE
 CX1500'RECOVERED AND FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS NOT
 CX1500'FOUND.  STATION SANDS SW BASE WAS USED AS THE AZIMUTH MARK.
 CX1500'
 CX1500'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 CX1500'
 CX1500'THE STATION IS ABOUT 22 MILES NORTHEAST OF LAS CRUCES, 9 MILES
 CX1500'NORTHEAST OF ORGAN AND ON THE MOST NORTHERN AND HIGHEST ONE OF
 CX1500'THREE PEAKS CLOSE TOGETHER ON BLACK MOUNTAIN.  BLACK MOUNTAIN
 CX1500'IS A SPUR RUNNING EASTWARD FROM THE SAN ANDRES RANGE JUST NORTH
 CX1500'OF SAN AUGUSTIN PASS AND HAS A MINE ON THE WEST SIDE ABOUT 325
 CX1500'FEET FROM THE TOP.  THE MARK IS SET IN AN OUTCROPPING BOULDER
 CX1500'WHICH IS FLUSH WITH THE GROUND AND ABOUT 1 FOOT IN DIAMETER.
 CX1500'IT IS STAMPED KENT 1909 1931 1934.
 CX1500'
 CX1500'REFERENCE MARK 1 IS ABOUT 3 FEET BELOW THE LEVEL OF THE STATION
 CX1500'AND ON THE NORTHWEST SLOPE OF THE RIDGE.  IT IS SET IN AN
 CX1500'OUTCROPPING BOULDER WHICH IS FLUSH WITH THE GROUND AND ABOUT
 CX1500'1.5 FEET IN DIAMETER AND STAMPED KENT NO 1 1909 1931 1934.
 CX1500'
 CX1500'REFERENCE MARK 2 IS ABOUT 6 FEET BELOW THE LEVEL OF THE STATION
 CX1500'AND ON THE NORTHEAST SLOPE OF THE RIDGE.  IT IS SET IN AN
 CX1500'OUTCROPPING BOULDER WHICH IS FLUSH WITH THE GROUND AND ABOUT
 CX1500'1.5 FEET IN DIAMETER AND IS STAMPED KENT NO 2 1909 1931 1934.
 CX1500'
 CX1500'STATION SANDS SW BASE WAS USED FOR THE AZIMUTH MARK AND IS 94
 CX1500'FEET SOUTHEAST OF THE CENTER OF U.S. HIGHWAY 70, 42 FEET NORTHWEST
 CX1500'OF THE CENTER OF A TRACK ROAD AND 19 FEET SOUTHWEST OF A
 CX1500'NORTHEAST-SOUTHWEST FENCE LINE.  IT IS STAMPED SANDS SW BASE AND
 CX1500'PROJECTS 3 INCHES.
 CX1500'
 CX1500'TO REACH STATION SANDS SW BASE (AZIMUTH MARK) FROM THE JUNCTION
 CX1500'OF THE WHITE SANDS PROVING GROUNDS ROAD AND U.S. HIGHWAY 70, GO
 CX1500'EAST-NORTHEAST ON U.S. HIGHWAY 70 FOR 5.0 MILES TO THE STATION
 CX1500'ON THE RIGHT AS DESCRIBED.
 CX1500'
 CX1500'TO REACH THE STATION FROM THE JUNCTION OF THE WHITE SANDS
 CX1500'PROVING GROUNDS ROAD AND U.S. HIGHWAY 70, GO NORTH THROUGH A GATE
 CX1500'JUST EAST OF THE JUNCTION.  (THIS GATE HAS A SIGN ABOVE IT,
 CX1500'H A L RANCH.) FOLLOW A TRACK ROAD NORTHERLY FOR 1.3 MILES TO THE
 CX1500'RANCH ENTRANCE, PASS THROUGH THE RANCH YARD AND A CORRAL WITH
 CX1500'4 GATES AND CONTINUE NORTHWESTERLY FOR 0.1 MILE TO A WINDMILL ON
 CX1500'THE RIGHT.  FOLLOW A TRACK ROAD WESTERLY FOR 1.25 MILES TO A
 CX1500'FORK, TAKE THE RIGHT FORK AND GO NORTH FOR 0.9 MILE TO A DIM
 CX1500'FORK, TAKE THE LEFT FORK AND GO 0.75 MILE TO A FORK, TAKE THE
 CX1500'RIGHT FORK AND GO 0.2 MILE TO A WINDMILL ON THE LEFT.  FROM
 CX1500'THE WINDMILL FOLLOW A FENCE LINE EASTWARD FOR 0.2 MILE TO
 CX1500'THE END OF THE FENCE LINE, TURN LEFT AND GO NORTHEAST ACROSS A
 CX1500'WASH FOR 0.3 MILE TO A VERY NARROW GATE IN AN EAST-WEST
 CX1500'FENCE LINE.  (A SMALL JEEP CAN PASS THROUGH THIS GATE.)
 CX1500'CONTINUE NORTHERLY THROUGH ROUGH TERRAIN FOR 0.75 MILE TO A
 CX1500'LARGE WHITE ROCK AT THE MOUTH OF A CANYON AND THE END OF
 CX1500'TRUCK TRAVEL.  FROM THE WHITE ROCK PACK NORTHERLY UP THE
 CX1500'CANYON AND UPWARD THROUGH A SADDLE TO THE TOP OF THE MOST
 CX1500'NORTHERLY AND HIGHEST OF THREE PEAKS AND THE STATION AS
 CX1500'DESCRIBED.  THIS IS ABOUT A 3 HOUR PACK.
 CX1500
 CX1500                          STATION RECOVERY (1955)
 CX1500
 CX1500'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1955
 CX1500'STATION RECOVERED AS DESCRIBED.
 CX1500'
 CX1500'AZIMUTH MARK WAS ALSO RECOVERED AND SET IN A ROCK AT W END OF
 CX1500'E-W RIDGE.  35 FEET SSE OF N END OF ROCK OUTCROP THAT CIRCLES
 CX1500'W AND S EDGE OF RIDGE.
 CX1500
 CX1500                          STATION RECOVERY (1967)
 CX1500
 CX1500'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (JCC)
 CX1500'THE STATION MARK AND THE REFERENCE MARKS WERE RECOVERED AS
 CX1500'DESCRIBED AND FOUND TO BE IN GOOD CONDITION.
 CX1500'
 CX1500'THIS STATION WAS USED ONLY BY A LIGHT KEEPER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1504 ***********************************************************************
 CX1504  DESIGNATION -  KENT AZ MK
 CX1504  PID         -  CX1504
 CX1504  STATE/COUNTY-  NM/DONA ANA
 CX1504  USGS QUAD   -  BENNETT MOUNTAIN (1981)
 CX1504
 CX1504                         *CURRENT SURVEY CONTROL
 CX1504  ___________________________________________________________________
 CX1504* NAD 83(1992)-  32 30 24.84197(N)    106 29 20.18182(W)     ADJUSTED  
 CX1504* NAVD 88     -      2136.     (meters)    7008.     (feet)  SCALED    
 CX1504  ___________________________________________________________________
 CX1504  LAPLACE CORR-          -4.12  (seconds)                    DEFLEC99
 CX1504  GEOID HEIGHT-         -23.25  (meters)                     GEOID03
 CX1504
 CX1504  HORZ ORDER  -  SECOND
 CX1504
 CX1504.The horizontal coordinates were established by classical geodetic methods
 CX1504.and adjusted by the National Geodetic Survey in December 1993..
 CX1504
 CX1504.The orthometric height was scaled from a topographic map.
 CX1504
 CX1504.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1504
 CX1504.The geoid height was determined by GEOID03.
 CX1504
 CX1504;                    North         East     Units Scale Factor Converg.
 CX1504;SPC NM C     -   167,097.399   477,549.182   MT  0.99990621   -0 07 42.3
 CX1504;SPC NM C     -   548,218.72  1,566,759.27   sFT  0.99990621   -0 07 42.3
 CX1504;UTM  13      - 3,597,600.822   360,134.249   MT  0.99984123   -0 48 01.0
 CX1504
 CX1504!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1504!SPC NM C     -   0.99966844  x   0.99990621  =   0.99957469
 CX1504!UTM  13      -   0.99966844  x   0.99984123  =   0.99950973
 CX1504
 CX1504:                Primary Azimuth Mark                     Grid Az
 CX1504:SPC NM C     -  KENT                                     081 23 28.5
 CX1504:UTM  13      -  KENT                                     082 03 47.2
 CX1504
 CX1504|---------------------------------------------------------------------|
 CX1504| PID    Reference Object                     Distance      Geod. Az  |
 CX1504|                                                           dddmmss.s |
 CX1504| CX1500 KENT                                APPROX. 0.5 KM 0811546.2 |
 CX1504|---------------------------------------------------------------------|
 CX1504
 CX1504                          SUPERSEDED SURVEY CONTROL
 CX1504
 CX1504  NAD 83(1986)-  32 30 24.84789(N)    106 29 20.18214(W) AD(       ) 2
 CX1504  NAD 27      -  32 30 24.52640(N)    106 29 18.20040(W) AD(       ) 2
 CX1504
 CX1504.Superseded values are not recommended for survey control.
 CX1504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1504.See file dsdata.txt to determine how the superseded data were derived.
 CX1504
 CX1504_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR6013497601(NAD 83)
 CX1504_MARKER: DZ = AZIMUTH MARK DISK
 CX1504_SETTING: 66 = SET IN ROCK OUTCROP
 CX1504_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 CX1504_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CX1504+STABILITY: POSITION/ELEVATION WELL
 CX1504
 CX1504  HISTORY     - Date     Condition        Report By
 CX1504  HISTORY     - 1936     MONUMENTED       CGS
 CX1504
 CX1504                          STATION DESCRIPTION
 CX1504
 CX1504'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (WRP)
 CX1504'ABOUT 22 MILES AIR LINE NORTHEAST OF LAS CRUCES, 9 MILES
 CX1504'NORTHEAST OF ORGAN, ON THE WEST END OF A SMALL KNOLL ON THE WEST
 CX1504'END OF A RIDGE RUNNING DOWN TOWARD THE WEST FROM THE MOST
 CX1504'NORTHERN AND HIGHEST ONE OF THREE PEAKS WHICH ARE CLOSE TOGETHER
 CX1504'ON BLACK MOUNTAIN.  BLACK MOUNTAIN IS A SPUR RUNNING EAST FROM
 CX1504'THE SAN ANDREAS RANGE JUST NORTH OF ORGAN PASS.  TO REACH FROM
 CX1504'ORGAN GO EASTWARD 8.5 MILES ON STATE HIGHWAY 3 TO A RANCH TRACK
 CX1504'ROAD FORKING LEFT TO THE NORTH AT A 10-INCH IRON PIPE
 CX1504'PROJECTING 2 FEET WITH A SIGN ON SIDE SALLEY MINE 3 MI.  BEAR
 CX1504'LEFT ON RANCH ROAD AND GO 1.2 MILES TO RANCH BUILDINGS,
 CX1504'CONTINUE ON THE MAIN-TRAVELED ROAD 2.6 MILES TO THE
 CX1504'SALLEY MINE BUILDINGS.  FROM THE SALLEY MINE FOLLOW DIM
 CX1504'ROAD BEARING NORTH AND TOWARD MOUNTAIN 1.8 MILES TO END OF
 CX1504'TRUCK TRAVEL AT FOOT OF MOUNTAIN.  PACK UP MOUNTAIN OVER FIRST
 CX1504'PEAK TO SECOND AND HIGHEST PEAK, THEN DOWN RIDGE WESTWARD
 CX1504'0.5 MILE TO THE STATION.  THE STATION IS MARKED WITH A
 CX1504'STANDARD AZIMUTH DISK IN A DRILL HOLE IN OUTCROPPING
 CX1504'BEDROCK.  STATIONS KENT AND COX MAY BE USED AS AZIMUTH
 CX1504'MARKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1822 ***********************************************************************
 CX1822  DESIGNATION -  KENZIN
 CX1822  PID         -  CX1822
 CX1822  STATE/COUNTY-  NM/DONA ANA
 CX1822  USGS QUAD   -  ADEN CRATER (1985)
 CX1822
 CX1822                         *CURRENT SURVEY CONTROL
 CX1822  ___________________________________________________________________
 CX1822* NAD 83(1992)-  32 06 24.86667(N)    107 01 09.03619(W)     ADJUSTED  
 CX1822* NAVD 88     -      1305.7    (meters)    4284.     (feet)  VERTCON   
 CX1822  ___________________________________________________________________
 CX1822  LAPLACE CORR-          -0.65  (seconds)                    DEFLEC99
 CX1822  GEOID HEIGHT-         -24.13  (meters)                     GEOID03
 CX1822
 CX1822  HORZ ORDER  -  FIRST
 CX1822
 CX1822.The horizontal coordinates were established by classical geodetic methods
 CX1822.and adjusted by the National Geodetic Survey in December 1993..
 CX1822
 CX1822.The NAVD 88 height was computed by applying the VERTCON shift value to
 CX1822.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CX1822
 CX1822.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1822
 CX1822.The geoid height was determined by GEOID03.
 CX1822
 CX1822;                    North         East     Units Scale Factor Converg.
 CX1822;SPC NM C     -   122,979.545   427,408.839   MT  0.99996496   -0 24 31.8
 CX1822;SPC NM C     -   403,475.39  1,402,257.17   sFT  0.99996496   -0 24 31.8
 CX1822;UTM  13      - 3,554,070.398   309,482.309   MT  1.00004764   -1 04 24.7
 CX1822
 CX1822!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1822!SPC NM C     -   0.99979881  x   0.99996496  =   0.99976378
 CX1822!UTM  13      -   0.99979881  x   1.00004764  =   0.99984644
 CX1822
 CX1822:                Primary Azimuth Mark                     Grid Az
 CX1822:SPC NM C     -  AFTON RAILROAD WATER TANK                118 57 15.3
 CX1822:UTM  13      -  AFTON RAILROAD WATER TANK                119 37 08.2
 CX1822
 CX1822|---------------------------------------------------------------------|
 CX1822| PID    Reference Object                     Distance      Geod. Az  |
 CX1822|                                                           dddmmss.s |
 CX1822| CX1707 AFTON RAILROAD WATER TANK           APPROX. 7.6 KM 1183243.5 |
 CX1822| CC6794 KENZIN RM 1                           7.033 METERS 14546     |
 CX1822| CC6793 KENZIN AZ MK                                       2921222.8 |
 CX1822| CC6795 KENZIN RM 2                           8.017 METERS 29804     |
 CX1822|---------------------------------------------------------------------|
 CX1822
 CX1822                          SUPERSEDED SURVEY CONTROL
 CX1822
 CX1822  NAD 83(1986)-  32 06 24.87069(N)    107 01 09.03443(W) AD(       ) 1
 CX1822  NAD 27      -  32 06 24.52498(N)    107 01 07.00133(W) AD(       ) 1
 CX1822  NGVD 29 (07/19/86) 1305.1    (m)         4282.     (f) VERT ANG       
 CX1822
 CX1822.Superseded values are not recommended for survey control.
 CX1822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1822.See file dsdata.txt to determine how the superseded data were derived.
 CX1822
 CX1822_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR0948254070(NAD 83)
 CX1822_MARKER: DD = SURVEY DISK
 CX1822_SETTING: 66 = SET IN ROCK OUTCROP
 CX1822_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 CX1822_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CX1822+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2006
 CX1822
 CX1822  HISTORY     - Date     Condition        Report By
 CX1822  HISTORY     - 1945     MONUMENTED       CGS
 CX1822  HISTORY     - 20060415 GOOD             INDIV
 CX1822
 CX1822                          STATION DESCRIPTION
 CX1822
 CX1822'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (RAM)
 CX1822'STATION IS LOCATED ABOUT 20-1/2 MILES, AIRLINE, SW OF LAS
 CX1822'CRUCES, 20 MILES ESE OF CAMBRAY, AND 1/10 MILE W OF THE RAILROAD
 CX1822'SECTION QUARTERS AT KENZIN.
 CX1822'
 CX1822'TO REACH THE STATION FROM THE POST OFFICE IN CAMBRAY, GO E ON
 CX1822'U.S. HIGHWAY 80 FOR 9.3 MILES TO A GRADED ROAD TURNING OFF TO THE
 CX1822'RIGHT (S).  (THIS POINT IS 0.6 MILE W OF A STONE BUILDING
 CX1822'ALONG THE N SIDE OF HIGHWAY 80.) TURN RIGHT AND GO 4.3 MILES
 CX1822'TO A FORK.  TAKE THE RIGHT FORK ALONG THE N SIDE OF THE RAILROAD
 CX1822'FOR 2.9 MILES TO THE ADEN SECTION HOUSE.  HERE TURN RIGHT
 CX1822'ACROSS THE RAILROAD TRACKS, GOING 0.1 MILE TO A ROAD ON THE
 CX1822'S SIDE OF THE TRACKS.  TURN LEFT (E) ON THIS ROAD AND GO 1.2
 CX1822'MILES TO A FORK.  TAKE THE LEFT FORK (TRACK ROAD) AND
 CX1822'CONTINUE ALONG THE RAILROAD FOR 5.3 MILES TO THE AZIMUTH MARK
 CX1822'ON THE RIGHT (S).  CONTINUE FOR 0.4 MILE TO STATION ON THE
 CX1822'RIGHT (S).
 CX1822'
 CX1822'STATION IS LOCATED ON A SMALL RIDGE OF AN OLD LAVA BED, AT
 CX1822'THE N EDGE OF THE BED.  IT IS 301 FEET SSW OF THE CENTER OF THE
 CX1822'SOUTHERN PACIFIC CO. RAILROAD TRACKS, 147 FEET SSW OF THE
 CX1822'CENTER OF THE TRACK ROAD ALONG THE S SIDE OF THE RAILROAD, AND
 CX1822'11 FEET SW OF A 4-INCH SQUARE WHITE WITNESS POST.  IT IS
 CX1822'MARKED BY A BRONZE STATION DISK, STAMPED KENZIN 1945, AND
 CX1822'CEMENTED IN A DRILL HOLE IN BEDROCK FLUSH WITH THE GENERAL
 CX1822'SURFACE.
 CX1822'
 CX1822'REFERENCE MARK 1 IS SE OF THE STATION AND ABOUT 1 FOOT LOWER.
 CX1822'IT IS MARKED BY A BRONZE REFERENCE DISK, STAMPED KENZIN NO 1
 CX1822'1945, AND CEMENTED IN A DRILL HOLE IN BEDROCK.
 CX1822'
 CX1822'REFERENCE MARK 2 IS WNW OF THE STATION AND ABOUT 2-1/2 FEET
 CX1822'LOWER.  IT IS MARKED BY A BRONZE REFERENCE DISK, STAMPED
 CX1822'KENZIN NO 2 1945, AND CEMENTED IN A DRILL HOLE IN BEDROCK.
 CX1822'
 CX1822'AZIMUTH MARK IS 0.4 MILE WNW OF THE STATION, 15 FEET SSW OF THE
 CX1822'CENTER OF THE TRACK ROAD ALONG THE S SIDE OF THE RAILROAD,
 CX1822'AND 5 FEET ESE OF A 4-INCH SQUARE WHITE WITNESS POST.  IT IS
 CX1822'MARKED BY A BRONZE AZIMUTH DISK, STAMPED KENZIN 1945, AND SET
 CX1822'IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES
 CX1822'ABOVE THE GROUND.
 CX1822
 CX1822                          STATION RECOVERY (2006)
 CX1822
 CX1822'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (LCR)
 CX1822'STATION AND REFERENCE MARK 2 RECOVERED AS DESCRIBED. UNABLE TO LOCATE
 CX1822'REFERENCE MARK 1 OR AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0936 ***********************************************************************
 FM0936  DESIGNATION -  KERLIN
 FM0936  PID         -  FM0936
 FM0936  STATE/COUNTY-  NM/QUAY
 FM0936  USGS QUAD   -  KERLIN HILL (1971)
 FM0936
 FM0936                         *CURRENT SURVEY CONTROL
 FM0936  ___________________________________________________________________
 FM0936* NAD 83(1992)-  35 40 08.56099(N)    103 10 29.37717(W)     ADJUSTED  
 FM0936* NAVD 88     -      1378.2    (meters)    4522.     (feet)  VERTCON   
 FM0936  ___________________________________________________________________
 FM0936  LAPLACE CORR-          -5.02  (seconds)                    DEFLEC99
 FM0936  GEOID HEIGHT-         -22.87  (meters)                     GEOID03
 FM0936
 FM0936  HORZ ORDER  -  SECOND
 FM0936
 FM0936.The horizontal coordinates were established by classical geodetic methods
 FM0936.and adjusted by the National Geodetic Survey in November 1994..
 FM0936
 FM0936.The NAVD 88 height was computed by applying the VERTCON shift value to
 FM0936.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FM0936
 FM0936.The Laplace correction was computed from DEFLEC99 derived deflections.
 FM0936
 FM0936.The geoid height was determined by GEOID03.
 FM0936
 FM0936;                    North         East     Units Scale Factor Converg.
 FM0936;SPC NM E     -   518,418.159   269,882.669   MT  1.00004460   +0 40 32.1
 FM0936;SPC NM E     - 1,700,843.58    885,440.06   sFT  1.00004460   +0 40 32.1
 FM0936;SPC TX N     - 1,186,443.549    48,382.312   MT  0.99992045   -0 58 14.2
 FM0936;SPC TX N     - 3,892,523.54    158,734.30   sFT  0.99992045   -0 58 14.2
 FM0936;UTM  13      - 3,948,776.205   665,192.086   MT  0.99993628   +1 03 52.2
 FM0936
 FM0936!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FM0936!SPC NM E     -   0.99978732  x   1.00004460  =   0.99983191
 FM0936!SPC TX N     -   0.99978732  x   0.99992045  =   0.99970779
 FM0936!UTM  13      -   0.99978732  x   0.99993628  =   0.99972361
 FM0936
 FM0936|---------------------------------------------------------------------|
 FM0936| PID    Reference Object                     Distance      Geod. Az  |
 FM0936|                                                           dddmmss.s |
 FM0936| CJ7615 KERLIN RM 1                          28.727 METERS 05544     |
 FM0936| CJ7616 KERLIN RM 2                          29.627 METERS 15950     |
 FM0936| CJ7614 KERLIN AZ MK                                       2372541.5 |
 FM0936|---------------------------------------------------------------------|
 FM0936
 FM0936                          SUPERSEDED SURVEY CONTROL
 FM0936
 FM0936  NAD 83(1992)-  35 40 08.56099(N)    103 10 29.37704(W) AD(       ) 2
 FM0936  NAD 83(1986)-  35 40 08.57137(N)    103 10 29.37463(W) AD(       ) 2
 FM0936  NAD 27      -  35 40 08.42720(N)    103 10 27.56010(W) AD(       ) 2
 FM0936  NGVD 29 (07/19/86) 1377.6    (m)         4520.     (f) VERT ANG       
 FM0936
 FM0936.Superseded values are not recommended for survey control.
 FM0936.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0936.See file dsdata.txt to determine how the superseded data were derived.
 FM0936
 FM0936_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFV6519248776(NAD 83)
 FM0936_MARKER: DS = TRIANGULATION STATION DISK
 FM0936_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0936
 FM0936  HISTORY     - Date     Condition        Report By
 FM0936  HISTORY     - 1935     MONUMENTED       CGS
 FM0936  HISTORY     - 1976     GOOD             NGS
 FM0936
 FM0936                          STATION DESCRIPTION
 FM0936
 FM0936'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 FM0936'ABOUT 6 MILES AIR LINE NORTHWEST OF NARA VISA, 347 FEET NORTH
 FM0936'OF A FENCE, ABOUT 250 YARDS NORTH OF SECTION LINE, AND ON
 FM0936'A FLAT-TOPPED PASTURE HILL 200 YARDS NORTH OF RANCH BUILDINGS
 FM0936'OF R.L. KERLIN.  THE STATION HILL IS QUITE VISIBLE FROM ALL
 FM0936'DIRECTIONS EXCEPT EAST.  TO REACH THE STATION FROM THE NARA
 FM0936'VISA POST OFFICE DRIVE EAST 1/2 BLOCK, TURN LEFT AND GO
 FM0936'NORTH 3.9 MILES ON STATE HIGHWAY 18, TURN LEFT AND GO WEST
 FM0936'3.5 MILES ON A GRADED, SECTION ROAD, TURN RIGHT AT A RANCH
 FM0936'HOUSE IN THE NORTHWEST CORNER OF ROAD INTERSECTION AND GO
 FM0936'NORTH ALONG THE SECTION-LINE ROAD 1.0 MILE.  TURN RIGHT AND
 FM0936'GO EAST 0.3 MILE TO KERLIN RANCH BUILDINGS, TURN LEFT AND
 FM0936'GO NORTH 0.2 MILE TO THE TOP OF A HILL AND STATION.  THE
 FM0936'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE
 FM0936'STANDARD DISKS SET IN CONCRETE.
 FM0936'REFERENCE MARK NO. 1 IS 390 FEET NORTH OF A FENCE
 FM0936'AND 94.25 FEET FROM THE STATION N 55 DEG 44 MIN E,
 FM0936'AND NO. 2 IS 257 FEET NORTH OF A FENCE, AND 97.20 FEET
 FM0936'FROM THE STATION S 20 DEG 10 MIN E.  THE AZIMUTH
 FM0936'MARK IS 36 FEET WEST OF CENTER LINE OF ROAD, 26 FEET
 FM0936'SOUTH OF FENCE CORNER, 1 FOOT EAST OF FENCE AND 0.4 MILE
 FM0936'FROM STATION S 57 DEG 26 MIN W.
 FM0936
 FM0936                          STATION RECOVERY (1976)
 FM0936
 FM0936'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CWW)
 FM0936'STATION, AZIMUTH MARK, RM-1 AND RM-2 FOUND IN GOOD CONDITION.
 FM0936'
 FM0936'A NEW DESCRIPTION IS AS FOLLOWS--
 FM0936'
 FM0936'TO REACH FROM THE INTERSECTION OF U. S. 54 AND S. R. 18 IN NARA VISA,
 FM0936'GO NORTH ON S. R. 18, 3.4 MILES TO A WELL BLADED ROAD TURNING LEFT.
 FM0936'TURN LEFT FOLLOWING THIS ROAD 3.3 MILES TO A BLADED ROAD TURNING
 FM0936'RIGHT.  RUINS OF A RANCH HOUSE ARE AT THE NORTHWEST CORNER OF THIS
 FM0936'INTERSECTION.  GO NORTH 1.0 MILES TO A CATTLE GUARD AND THE
 FM0936'AZIMUTH MARK ON THE LEFT.  (AZIMUTH MARK IS 36 FEET WEST OF THE
 FM0936'CENTER LINE OF THE ROAD, 26 FEET SOUTH OF A FENCE CORNER, 1 FOOT
 FM0936'EAST OF THE FENCE.) CROSS THE CATTLE GUARD TURNING SHARP RIGHT
 FM0936'THROUGH A WIRE GATE.  FOLLOW A TRACK ROAD ALONG THE FENCE 0.25
 FM0936'MILES TO KERLIN RANCH RUINS.  TURN LEFT GOING CROSS COUNTRY
 FM0936'0.2 MILES TO THE STATION.  A DRIVE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0682 ***********************************************************************
 EO0682  DESIGNATION -  KERMIT ELEC COOP RAD MAST
 EO0682  PID         -  EO0682
 EO0682  STATE/COUNTY-  NM/ROOSEVELT
 EO0682  USGS QUAD   -  FLOYD SE (1987)
 EO0682
 EO0682                         *CURRENT SURVEY CONTROL
 EO0682  ___________________________________________________________________
 EO0682* NAD 83(1992)-  34 00 08.17646(N)    103 35 22.22924(W)     ADJUSTED  
 EO0682* NAVD 88     -                                                        
 EO0682  ___________________________________________________________________
 EO0682  LAPLACE CORR-           0.51  (seconds)                    DEFLEC99
 EO0682  GEOID HEIGHT-         -22.75  (meters)                     GEOID03
 EO0682
 EO0682  HORZ ORDER  -  THIRD
 EO0682
 EO0682.The horizontal coordinates were established by classical geodetic methods
 EO0682.and adjusted by the National Geodetic Survey in December 1993..
 EO0682
 EO0682
 EO0682.The Laplace correction was computed from DEFLEC99 derived deflections.
 EO0682
 EO0682.The geoid height was determined by GEOID03.
 EO0682
 EO0682;                    North         East     Units Scale Factor Converg.
 EO0682;SPC NM E     -   333,158.211   233,710.786   MT  0.99996727   +0 24 57.5
 EO0682;SPC NM E     - 1,093,036.56    766,766.14   sFT  0.99996727   +0 24 57.5
 EO0682;UTM  13      - 3,763,304.535   630,257.369   MT  0.99980916   +0 47 20.0
 EO0682
 EO0682                          SUPERSEDED SURVEY CONTROL
 EO0682
 EO0682  NAD 83(1986)-  34 00 08.18457(N)    103 35 22.22586(W) AD(       ) 4
 EO0682  NAD 27      -  34 00 07.87416(N)    103 35 20.37530(W) AD(       ) 3
 EO0682
 EO0682.Superseded values are not recommended for survey control.
 EO0682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0682.See file dsdata.txt to determine how the superseded data were derived.
 EO0682
 EO0682_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFT3025763305(NAD 83)
 EO0682_MARKER: 42 = RADIO/TV MAST
 EO0682
 EO0682  HISTORY     - Date     Condition        Report By
 EO0682  HISTORY     - 1972     FIRST OBSERVED   NGS
 EO0682
 EO0682                          STATION DESCRIPTION
 EO0682
 EO0682'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 EO0682'18 MILES SOUTHWEST OF PORTALES, AND 5.3 MILES NORTHEAST OF ELIDA
 EO0682'ALONG U.S. HIGHWAY 70, ABOUT 500 FEET SOUTHEAST OF THE HIGHWAY, A
 EO0682'GUYED MAST PAINTED RED AND WHITE IN ALTERNATE SECTIONS, 400 FEET IN
 EO0682'HEIGHT OVERALL.  A TWO-WAY COMMUNICATIONS MAST OWNED BY THE
 EO0682'ROOSEVELT COUNTY ELECTRIC COOPERATIVE.  THERE IS A SHORTER MAST
 EO0682'NEARBY WHICH IS NOT BEING USED AT PRESENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY1037 ***********************************************************************
 CY1037  DESIGNATION -  KERR
 CY1037  PID         -  CY1037
 CY1037  STATE/COUNTY-  NM/HIDALGO
 CY1037  USGS QUAD   -  SWALLOW FORK PEAK (1980)
 CY1037
 CY1037                         *CURRENT SURVEY CONTROL
 CY1037  ___________________________________________________________________
 CY1037* NAD 83(1992)-  32 11 42.12008(N)    108 52 08.18513(W)     ADJUSTED  
 CY1037* NAVD 88     -      1270.8    (meters)    4169.     (feet)  VERTCON   
 CY1037  ___________________________________________________________________
 CY1037  LAPLACE CORR-           2.90  (seconds)                    DEFLEC99
 CY1037  GEOID HEIGHT-         -26.06  (meters)                     GEOID03
 CY1037
 CY1037  HORZ ORDER  -  FIRST
 CY1037
 CY1037.The horizontal coordinates were established by classical geodetic methods
 CY1037.and adjusted by the National Geodetic Survey in December 1993..
 CY1037
 CY1037.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY1037.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY1037
 CY1037.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY1037
 CY1037.The geoid height was determined by GEOID03.
 CY1037
 CY1037;                    North         East     Units Scale Factor Converg.
 CY1037;SPC NM W     -   132,964.230   732,355.774   MT  1.00003421   -0 33 06.5
 CY1037;SPC NM W     -   436,233.48  2,402,737.24   sFT  1.00003421   -0 33 06.5
 CY1037;UTM  12      - 3,564,045.022   700,882.899   MT  1.00009767   +1 08 08.9
 CY1037
 CY1037!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY1037!SPC NM W     -   0.99980460  x   1.00003421  =   0.99983880
 CY1037!UTM  12      -   0.99980460  x   1.00009767  =   0.99990225
 CY1037
 CY1037|---------------------------------------------------------------------|
 CY1037| PID    Reference Object                     Distance      Geod. Az  |
 CY1037|                                                           dddmmss.s |
 CY1037| CC6797 KERR RM 1                            25.859 METERS 01749     |
 CY1037| CC6798 KERR RM 2                            23.747 METERS 12114     |
 CY1037| CC6796 KERR AZ MK                                         1630309.8 |
 CY1037|---------------------------------------------------------------------|
 CY1037
 CY1037                          SUPERSEDED SURVEY CONTROL
 CY1037
 CY1037  NAD 83(1992)-  32 11 42.11915(N)    108 52 08.18429(W) AD(       ) 1
 CY1037  NAD 83(1986)-  32 11 42.11590(N)    108 52 08.18315(W) AD(       ) 1
 CY1037  NAD 27      -  32 11 41.81795(N)    108 52 05.98317(W) AD(       ) 1
 CY1037  NGVD 29 (07/19/86) 1270.0    (m)         4167.     (f) VERT ANG       
 CY1037
 CY1037.Superseded values are not recommended for survey control.
 CY1037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1037.See file dsdata.txt to determine how the superseded data were derived.
 CY1037
 CY1037_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYA0088364045(NAD 83)
 CY1037_MARKER: DS = TRIANGULATION STATION DISK
 CY1037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY1037_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CY1037
 CY1037  HISTORY     - Date     Condition        Report By
 CY1037  HISTORY     - 1970     MONUMENTED       NGS
 CY1037
 CY1037                          STATION DESCRIPTION
 CY1037
 CY1037'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (WMJ)
 CY1037'THE STATION IS LOCATED ABOUT 14 MILES SOUTHWEST OF LORDSBURG,
 CY1037'7-1/2 MILES NORTH OF COTTON CITY, 5 MILES EAST OF U. S. HIGHWAY
 CY1037'80 AND ON PROPERTY OWNED BY MRS. CORA KERR OF RURAL LORDSBURG,
 CY1037'TELEPHONE NUMBER 548-2317.
 CY1037'
 CY1037'TO REACH THE STATION FROM THE NEW MEXICO 338 ANIMAS EXIT ON
 CY1037'INTERSTATE HIGHWAY 10, ABOUT 12 MILES WEST OF LORDSBURG GO SOUTH ON
 CY1037'STATE HIGHWAY 338 FOR 6.5 MILES TO A GRAVELED SIDE ROAD LEFT
 CY1037'AND A GATE WITH A CATTLE GUARD.  TURN LEFT PASS THROUGH THE GATE AND
 CY1037'GO EAST ON THE GRAVELED ROAD FOR 0.8 MILE TO THE AZIMUTH MARK ON
 CY1037'THE LEFT AND A TRACK ROAD LEFT.  TURN LEFT AND GO
 CY1037'NORTH-NORTHWEST ON THE TRACK ROAD FOR 0.4 MILE TO THE STATION JUST
 CY1037'NORTHEAST OF A WINDMILL AND METAL TANK.
 CY1037'
 CY1037'THE STATION MARK IS A STANDARD DISK STAMPED KERR 1970, SET IN THE
 CY1037'TOP OF A ROUND CONCRETE MONUMENT THAT IS 12-INCHES IN DIAMETER AND
 CY1037'PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS 140 FEET
 CY1037'NORTHEAST OF A LARGE METAL TANK, 66 FEET SOUTH-SOUTHEAST OF A LONE
 CY1037'MESQUITE TREE AND 54 FEET NORTH OF THE CENTER OF THE TRACK ROAD.
 CY1037'
 CY1037'REFERENCE MARK 1 IS A STANDARD DISK STAMPED KERR NO 1 1970, SET IN
 CY1037'THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 12-INCHES IN DIAMETER
 CY1037'AND IS SET FLUSH WITH THE GROUND SURFACE.  IT IS 209 FEET NORTHEAST
 CY1037'OF A LARGE METAL TANK, 63 FEET EAST-NORTHEAST OF A LONE MESQUITE
 CY1037'TREE AND ABOUT THE SAME ELEVATION AS THE STATION.
 CY1037'
 CY1037'REFERENCE MARK 2 IS A STANDARD DISK STAMPED KERR NO 2 1970, SET IN
 CY1037'THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 12-INCHES IN DIAMETER
 CY1037'AND PROJECTS ABOUT 3 INCHES ABOVE THE GROUND SURFACE.  IT IS 193
 CY1037'FEET EAST OF THE LARGE METAL TANK, 46 FEET NORTH-NORTHEAST OF THE
 CY1037'CENTER OF THE TRACK ROAD AND ABOUT THE SAME ELEVATION AS THE
 CY1037'STATION.
 CY1037'
 CY1037'THE AZIMUTH MARK IS A STANDARD DISK STAMPED KERR 1970, SET IN THE
 CY1037'TOP OF A ROUND CONCRETE MONUMENT THAT IS 12-INCHES IN DIAMETER AND
 CY1037'PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT IS 66 FEET EAST OF
 CY1037'THE CENTER OF THE TRACK ROAD, 24 FEET NORTH OF THE CENTER OF THE
 CY1037'GRAVELED ROAD AND 2 FEET EAST OF A METAL WITNESS POST WITH SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0276 ***********************************************************************
 CX0276  DESIGNATION -  KEY
 CX0276  PID         -  CX0276
 CX0276  STATE/COUNTY-  NM/OTERO
 CX0276  USGS QUAD   -  TRES HERMANOS SW (1982)
 CX0276
 CX0276                         *CURRENT SURVEY CONTROL
 CX0276  ___________________________________________________________________
 CX0276* NAD 83(1986)-  32 32 23.     (N)    106 08 27.     (W)     SCALED    
 CX0276* NAVD 88     -      1232.518  (meters)    4043.69   (feet)  ADJUSTED  
 CX0276  ___________________________________________________________________
 CX0276  GEOID HEIGHT-         -23.11  (meters)                     GEOID03
 CX0276  DYNAMIC HT  -        1230.709 (meters)    4037.75  (feet)  COMP
 CX0276  MODELED GRAV-     979,128.2   (mgal)                       NAVD 88
 CX0276
 CX0276  VERT ORDER  -  FIRST     CLASS II
 CX0276
 CX0276.The horizontal coordinates were scaled from a topographic map and have
 CX0276.an estimated accuracy of +/- 6 seconds.
 CX0276
 CX0276.The orthometric height was determined by differential leveling
 CX0276.and adjusted by the National Geodetic Survey in June 1991..
 CX0276
 CX0276.The geoid height was determined by GEOID03.
 CX0276
 CX0276.The dynamic height is computed by dividing the NAVD 88
 CX0276.geopotential number by the normal gravity value computed on the
 CX0276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0276.degrees latitude (g = 980.6199 gals.).
 CX0276
 CX0276.The modeled gravity was interpolated from observed gravity values.
 CX0276
 CX0276;                    North         East    Units  Estimated Accuracy
 CX0276;SPC NM C     -   170,720.      510,250.      MT  (+/- 180 meters Scaled)
 CX0276
 CX0276                          SUPERSEDED SURVEY CONTROL
 CX0276
 CX0276  NGVD 29 (??/??/92) 1231.943  (m)         4041.80   (f) ADJ UNCH    1 2
 CX0276
 CX0276.Superseded values are not recommended for survey control.
 CX0276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0276.See file dsdata.txt to determine how the superseded data were derived.
 CX0276
 CX0276_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS928008(NAD 83)
 CX0276_MARKER: DS = TRIANGULATION STATION DISK
 CX0276_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CX0276_SP_SET: MONUMENT
 CX0276_STAMPING: KEY 1958
 CX0276_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX0276
 CX0276  HISTORY     - Date     Condition        Report By
 CX0276  HISTORY     - 1958     MONUMENTED       USE
 CX0276  HISTORY     - 1965     GOOD             NGS
 CX0276
 CX0276                          STATION DESCRIPTION
 CX0276
 CX0276'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 CX0276'11.4 MI N FROM OROGRANDE.
 CX0276'0.4 MILE WEST FROM THE SOUTHERN PACIFIC RAILROAD STATION IN OROGRANDE
 CX0276'TO U.S. HIGHWAY 54, THENCE 0.5 MILE SOUTHEAST ALONG U.S. HIGHWAY 54 TO
 CX0276'WSMR ROUTE NO. 2, THENCE 4.35 MILES NORTHWEST ALONG WSMR ROUTE NO. 2
 CX0276'TO THE EAST GUARD GATE TO WSMR, PASS THROUGH GUARD GATE AND CONTINUE
 CX0276'WEST 0.15 MILE TO WSMR ROUTE NO. 252, THENCE NORTH 9.3 MILES ALONG
 CX0276'WSMR ROUTE NO. 252, 53 FEET SOUTHWEST OF POWERPOLE NO. 31, 50 FEET
 CX0276'SOUTHWEST OF JAR AZIMUTH MARK, 39 FEET EAST OF THE CENTERLINE OF WSMR
 CX0276'ROUTE NO. 252, SET IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH
 CX0276'PROJECTS 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0561 ***********************************************************************
 EP0561  DESIGNATION -  KEY
 EP0561  PID         -  EP0561
 EP0561  STATE/COUNTY-  NM/DE BACA
 EP0561  USGS QUAD   -  WIRE LAKE (1982)
 EP0561
 EP0561                         *CURRENT SURVEY CONTROL
 EP0561  ___________________________________________________________________
 EP0561* NAD 83(1992)-  34 03 47.89318(N)    104 45 58.34415(W)     ADJUSTED  
 EP0561* NAVD 88     -      1479.3    (meters)    4853.     (feet)  VERTCON   
 EP0561  ___________________________________________________________________
 EP0561  LAPLACE CORR-          -3.31  (seconds)                    DEFLEC99
 EP0561  GEOID HEIGHT-         -23.04  (meters)                     GEOID03
 EP0561
 EP0561  HORZ ORDER  -  SECOND
 EP0561
 EP0561.The horizontal coordinates were established by classical geodetic methods
 EP0561.and adjusted by the National Geodetic Survey in December 1993..
 EP0561
 EP0561.The NAVD 88 height was computed by applying the VERTCON shift value to
 EP0561.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EP0561
 EP0561.The Laplace correction was computed from DEFLEC99 derived deflections.
 EP0561
 EP0561.The geoid height was determined by GEOID03.
 EP0561
 EP0561;                    North         East     Units Scale Factor Converg.
 EP0561;SPC NM E     -   339,762.610   125,042.266   MT  0.99992877   -0 14 32.9
 EP0561;SPC NM E     - 1,114,704.50    410,242.83   sFT  0.99992877   -0 14 32.9
 EP0561;SPC NM C     -   340,668.498   636,970.210   MT  1.00013120   +0 49 52.4
 EP0561;SPC NM C     - 1,117,676.56  2,089,793.10   sFT  1.00013120   +0 49 52.4
 EP0561;UTM  13      - 3,769,199.652   521,574.297   MT  0.99960574   +0 07 51.4
 EP0561
 EP0561!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EP0561!SPC NM E     -   0.99977145  x   0.99992877  =   0.99970023
 EP0561!SPC NM C     -   0.99977145  x   1.00013120  =   0.99990262
 EP0561!UTM  13      -   0.99977145  x   0.99960574  =   0.99937728
 EP0561
 EP0561|---------------------------------------------------------------------|
 EP0561| PID    Reference Object                     Distance      Geod. Az  |
 EP0561|                                                           dddmmss.s |
 EP0561| CJ7618 KEY RM 2                             13.733 METERS 09532     |
 EP0561| EP0556 TRAIL                               APPROX. 7.5 KM 1414513.6 |
 EP0561| CJ7617 KEY RM 1                             14.472 METERS 34259     |
 EP0561|---------------------------------------------------------------------|
 EP0561
 EP0561                          SUPERSEDED SURVEY CONTROL
 EP0561
 EP0561  NAD 83(1986)-  34 03 47.89912(N)    104 45 58.34243(W) AD(       ) 2
 EP0561  NAD 27      -  34 03 47.60442(N)    104 45 56.40780(W) AD(       ) 2
 EP0561  NGVD 29 (07/19/86) 1478.6    (m)         4851.     (f) VERT ANG       
 EP0561
 EP0561.Superseded values are not recommended for survey control.
 EP0561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EP0561.See file dsdata.txt to determine how the superseded data were derived.
 EP0561
 EP0561_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SET2157469200(NAD 83)
 EP0561_MARKER: DD = SURVEY DISK
 EP0561_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 EP0561+WITH SETTING: INFORMATION.
 EP0561_SP_SET: PREFABRICATED CONCRETE POST
 EP0561
 EP0561  HISTORY     - Date     Condition        Report By
 EP0561  HISTORY     - 1967     MONUMENTED       USGS
 EP0561
 EP0561                          STATION DESCRIPTION
 EP0561
 EP0561'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (EGE)
 EP0561'STATION IS LOCATED S 30 DEG W, ABOUT 25 MI. (AIRLINE) FROM
 EP0561'YESO, NEW MEXICO, S 32 DEG E, ABOUT 38 MI. (AIRLINE) FROM
 EP0561'THE JUNCTION OF U.S. HIGHWAY 285 AND U.S. HIGHWAY 60 (ABOUT
 EP0561'1 MI. SE OF VAUGHN, NEW MEXICO, 0.15 MI. S OF THE JUNCTION
 EP0561'OF U.S. HIGHWAY 285 AND STATE HIGHWAY 42, 32.5 FT. W. OF THE
 EP0561'W ROW FENCE.  STATION IS 4.5 FT. N. OF A WITNESS SIGN MOUNTED
 EP0561'ON A METAL FENCE POST.  STATION CAN BE LOCATED FROM THE FORT
 EP0561'SUMNER (NI 13-5) AMS 1--250,000 SERIES MAP.
 EP0561'
 EP0561'STATION MARK--A STANDARD USGS BRONZE TABLET CRIMPED TO A
 EP0561'COPPERWELD ROD DRIVEN TO REFUSAL (10 FT.) CENTERED IN A 6
 EP0561'IN. TILE, 12 IN. LONG, FILLED WITH GRAVEL.  THE TABLET IS
 EP0561'FLUSH WITH GROUND AND STAMPED JUNCTION ET 1967.
 EP0561'
 EP0561'REFERENCE MARK NO. 1--A STANDARD USGS REFERENCE MARK TABLET
 EP0561'CRIMPED TO A COPPERWELD ROD DRIVEN TO REFUSAL (5 FT.) CENTERED
 EP0561'IN A 6 IN. TILE, 12 IN. LONG, FILLED WITH GRAVEL, FLUSH WITH
 EP0561'GROUND, STAMPED JUNCTION ET 1967 R.M. NO. 1.
 EP0561'
 EP0561'REFERENCE MARK NO. 2--A STANDARD USGS REFERENCE MARK TABLET
 EP0561'CRIMPED TO A COPPERWELD ROD DRIVEN TO REFUSAL (5 FT.) CENTERED
 EP0561'IN A 6 IN. TILE, 12 IN. LONG, FILLED WITH GRAVEL, FLUSH WITH
 EP0561'GROUND, STAMPED JUNCTION ET 1967 R.M. NO. 2.
 EP0561'
 EP0561'THE DISTANCE BETWEEN R.M. 1 AND R.M. 2 IS 44.49 FT. (13.562
 EP0561'METERS) HORIZONTAL.
 EP0561'
 EP0561'STATION CURVE ET 1967 IS VISIBLE FROM THE GROUND AND WILL
 EP0561'SERVE AS THE AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0280 ***********************************************************************
 CX0280  DESIGNATION -  KEY 2
 CX0280  PID         -  CX0280
 CX0280  STATE/COUNTY-  NM/OTERO
 CX0280  USGS QUAD   -  TRES HERMANOS SW (1982)
 CX0280
 CX0280                         *CURRENT SURVEY CONTROL
 CX0280  ___________________________________________________________________
 CX0280* NAD 83(1992)-  32 32 21.61123(N)    106 08 30.85334(W)     ADJUSTED  
 CX0280* NAVD 88     -      1233.498  (meters)    4046.90   (feet)  ADJUSTED  
 CX0280  ___________________________________________________________________
 CX0280  LAPLACE CORR-           4.06  (seconds)                    DEFLEC99
 CX0280  GEOID HEIGHT-         -23.12  (meters)                     GEOID03
 CX0280  DYNAMIC HT  -        1231.688 (meters)    4040.96  (feet)  COMP
 CX0280  MODELED GRAV-     979,128.4   (mgal)                       NAVD 88
 CX0280
 CX0280  HORZ ORDER  -  FIRST
 CX0280  VERT ORDER  -  FIRST     CLASS II
 CX0280
 CX0280.The horizontal coordinates were established by classical geodetic methods
 CX0280.and adjusted by the National Geodetic Survey in December 1993..
 CX0280
 CX0280.The orthometric height was determined by differential leveling
 CX0280.and adjusted by the National Geodetic Survey in June 1991..
 CX0280
 CX0280.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX0280
 CX0280.The geoid height was determined by GEOID03.
 CX0280
 CX0280.The dynamic height is computed by dividing the NAVD 88
 CX0280.geopotential number by the normal gravity value computed on the
 CX0280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0280.degrees latitude (g = 980.6199 gals.).
 CX0280
 CX0280.The modeled gravity was interpolated from observed gravity values.
 CX0280
 CX0280;                    North         East     Units Scale Factor Converg.
 CX0280;SPC NM C     -   170,674.045   510,153.102   MT  0.99990127   +0 03 29.3
 CX0280;SPC NM C     -   559,953.10  1,673,727.30   sFT  0.99990127   +0 03 29.3
 CX0280;UTM  13      - 3,600,794.393   392,774.218   MT  0.99974177   -0 36 51.4
 CX0280
 CX0280!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX0280!SPC NM C     -   0.99981000  x   0.99990127  =   0.99971128
 CX0280!UTM  13      -   0.99981000  x   0.99974177  =   0.99955181
 CX0280
 CX0280|---------------------------------------------------------------------|
 CX0280| PID    Reference Object                     Distance      Geod. Az  |
 CX0280|                                                           dddmmss.s |
 CX0280| CX0282 KEY 2 RM 1                           12.319 METERS 07209     |
 CX0280| CX0275 KEY 2 AZ MK                                        1810826.6 |
 CX0280| CX0281 KEY 2 RM 2                           14.156 METERS 34016     |
 CX0280|---------------------------------------------------------------------|
 CX0280
 CX0280                          SUPERSEDED SURVEY CONTROL
 CX0280
 CX0280  NAD 83(1986)-  32 32 21.61893(N)    106 08 30.85310(W) AD(       ) 1
 CX0280  NAD 27      -  32 32 21.28712(N)    106 08 28.89637(W) AD(       ) 1
 CX0280  NGVD 29 (??/??/92) 1232.923  (m)         4045.01   (f) ADJ UNCH    1 2
 CX0280
 CX0280.Superseded values are not recommended for survey control.
 CX0280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0280.See file dsdata.txt to determine how the superseded data were derived.
 CX0280
 CX0280_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS9277400794(NAD 83)
 CX0280_MARKER: DS = TRIANGULATION STATION DISK
 CX0280_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CX0280_SP_SET: MONUMENT
 CX0280_STAMPING: KEY 2 1964
 CX0280_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX0280
 CX0280  HISTORY     - Date     Condition        Report By
 CX0280  HISTORY     - 1965     MONUMENTED       CGS
 CX0280  HISTORY     - 1965     GOOD             NGS
 CX0280  HISTORY     - 1968     GOOD             CGS
 CX0280
 CX0280                          STATION DESCRIPTION
 CX0280
 CX0280'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (WRH)
 CX0280'STATION IS LOCATED ABOUT 25.0 MILES SOUTH SOUTHWEST OF ALAMOGORDO,
 CX0280'22.0 MILES NORTHEAST OF WHITE SANDS MISSILE RANGE HEADQUARTERS AND
 CX0280'9.0 MILES NORTH OF WSMR ROUTE 2.
 CX0280'
 CX0280'STATION IS REACHED AS FOLLOWS--FROM WHITE SANDS MISSILE RANGE
 CX0280'HEADQUARTERS GO EAST, ON WSMR ROUTE 2, FOR 5.5 MILES TO A FORK.
 CX0280'TAKE RIGHT FORK AND CONTINUE EAST, ON WSMR ROUTE 2 FOR 15.0 MILES TO
 CX0280'A GRAVELED ROAD ON THE LEFT.  (NOTE--THIS ROAD IS ABOUT 0.2 MILE
 CX0280'WEST OF THE EAST MILITARY GUARD GATE).  TURN LEFT AND GO NORTH, ON
 CX0280'GRAVELED ROAD, 8.0 MILES TO A CROSSROAD AND GUARD STATION.
 CX0280'CONTINUE NORTH, ON GRAVELED ROAD, 1.4 MILES TO THE AZIMUTH MARK ON
 CX0280'THE LEFT.  CONTINUE NORTH, ON GRAVELED ROAD, 0.55 MILE TO A MOUND
 CX0280'WITH WHITE ASTRODOME ON IT AND THE STATION.
 CX0280'
 CX0280'STATION, STAMPED KEY 2 1964, IS A STANDARD USC AND GS BRONZE DISK SET
 CX0280'IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS ABOUT
 CX0280'4-INCHES ABOVE THE GROUND.  IT IS 26.0 FEET NORTHWEST OF THE
 CX0280'NORTHWEST CORNER OF A SMALL BUILDING AND 16.0 FEET SOUTHWEST OF
 CX0280'THE SOUTHWEST EDGE OF ASTRODOME.
 CX0280'
 CX0280'R. M. NO. 1, STAMPED KEY 2 NO. 1 1964, IS A STANDARD USC AND GS
 CX0280'BRONZE DISK SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 CX0280'THAT PROJECTS ABOUT 10-INCHES ABOVE THE GROUND.  IT IS 21.0 FEET
 CX0280'SOUTHEAST OF THE SOUTHEAST EDGE OF ASTRODOME AND ABOUT THE SAME
 CX0280'ELEVATION AS THE STATION.
 CX0280'
 CX0280'R. M. NO. 2, STAMPED KEY 2 NO. 2 1964, IS A STANDARD USC AND GS
 CX0280'BRONZE DISK CEMENTED IN A DRILL HOLE IN THE NORTHWEST CORNER OF A
 CX0280'CONCRETE PAD.  IT IS 26.0 FEET NORTHWEST OF THE NORTHWEST EDGE OF
 CX0280'ASTRODOME AND ABOUT THE SAME ELEVATION AS THE STATION.
 CX0280'
 CX0280'AZIMUTH MARK, STAMPED KEY 2 1964, IS A STANDARD USC AND GS BRONZE
 CX0280'DISK SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT
 CX0280'PROJECTS ABOUT 6-INCHES ABOVE THE GROUND.  IT IS 207.0 FEET EAST OF
 CX0280'THE CENTER LINE OF GRAVELED ROAD AND 3.0 FEET NORTH NORTHWEST OF A
 CX0280'METAL WITNESS SIGN.
 CX0280'
 CX0280'HEIGHT OF LIGHT ABOVE STATION MARK 6.0 METERS.
 CX0280
 CX0280                          STATION RECOVERY (1965)
 CX0280
 CX0280'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 CX0280'11.4 MI N FROM OROGRANDE.
 CX0280'0.4 MILE WEST FROM THE SOUTHERN PACIFIC RAILROAD STATION IN OROGRANDE
 CX0280'TO U.S. HIGHWAY 54, THENCE 0.5 MILE SOUTHEAST ALONG U.S. HIGHWAY 54 TO
 CX0280'WSMR ROUTE NO. 2, THENCE 4.35 MILES NORTHWEST ALONG WSMR ROUTE NO. 2
 CX0280'TO THE EAST GUARD GATE TO WSMR, PASS THROUGH GUARD GATE AND CONTINUE
 CX0280'0.15 MILE WEST TO WSMR ROUTE NO. 252, THENCE NORTH 9.3 MILES ALONG
 CX0280'WSMR ROUTE NO. 252 TO A MOUND WITH A WHITE ASTRODOME ON IT, 26 FEET
 CX0280'NORTHWEST OF THE NORTHWEST CORNER OF A METAL BUILDING, 16 FEET
 CX0280'SOUTHWEST OF THE SOUTHWEST CORNER OF THE ASTRODOME, SET IN THE TOP OF
 CX0280'A 10 INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 4 INCHES.
 CX0280
 CX0280                          STATION RECOVERY (1968)
 CX0280
 CX0280'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JCC)
 CX0280'THE STATION IS APPROXIMATELY 27-1/2 MILES SOUTH-SOUTHWEST OF
 CX0280'ALAMOGORDO, 22-1/2 MILES NORTHEAST OF WHITE SANDS MISSILE RANGE
 CX0280'HEADQUARTERS BUILDING, 11-1/2 MILES NORTH-NORTHWEST OF OROGRANDE,
 CX0280'AND AT A CAMERA STATION KNOWN LOCALLY AS KEY SITE.
 CX0280'
 CX0280'TO REACH THE STATION FROM WHITE SANDS MISSILE RANGE HEADQUARTERS
 CX0280'BUILDING, GO EAST ON MIKE AVENUE (WSMR RTE. 2) FOR 20.65 MILES TO A
 CX0280'SIDE ROAD ON THE LEFT WHICH IS APPROXIMATELY 125 YARDS WEST OF A
 CX0280'SECURITY CHECK POINT WHICH IS AT THE EAST ENTRANCE TO WHITE SANDS
 CX0280'MISSILE RANGE.  TURN LEFT AND GO NORTH ON THE BLACKTOP ROAD FOR
 CX0280'7.05 MILES TO A CROSSROAD AND A SECURITY GUARD SHACK IN THE
 CX0280'NORTHWEST ANGLE OF THE INTERSECTION.  CONTINUE NORTH ON THE
 CX0280'BLACKTOP AND GRAVELED ROAD FOR 1.35 MILES TO THE AZIMUTH MARK
 CX0280'ON THE LEFT.  CONTINUE NORTH ON THE GRAVELED ROAD FOR 0.6
 CX0280'MILE TO A MOUND WITH TWO WHITE ASTRODOMES AND THE STATION AT
 CX0280'THE SOUTHWEST EDGE OF THE NORTH ASTRODOME.
 CX0280'
 CX0280'STATION MARK, A STANDARD DISK STAMPED KEY-2 1964, IS SET IN THE TOP
 CX0280'OF A 10-INCH SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS 26
 CX0280'FEET NORTHWEST OF THE NORTHWEST CORNER OF A SMALL METAL
 CX0280'BUILDING AND 7.5 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 CX0280'CONCRETE FOUNDATION FOR THE NORTH ONE OF TWO ASTRODOMES.
 CX0280'
 CX0280'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED KEY - 2 NO 1 1964, IS
 CX0280'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST WHICH PROJECTS 8
 CX0280'INCHES.  IT IS 10.5 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 CX0280'CONCRETE FOUNDATION FOR THE NORTH ASTRODOME.
 CX0280'
 CX0280'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED KEY - 2 NO 2 1964,
 CX0280'IS CEMENTED IN A DRILL HOLE IN THE NORTHWEST CORNER OF AN OLD
 CX0280'CONCRETE FOUNDATION WHICH IS ON THE NORTH SIDE OF THE NORTH
 CX0280'ASTRODOME.
 CX0280'
 CX0280'AZIMUTH MARK, A STANDARD DISK STAMPED KEY - 2 1964, IS SET IN THE
 CX0280'TOP OF A 10-INCH SQUARE CONCRETE POST WHICH PROJECTS 5 INCHES.  IT
 CX0280'IS 207 FEET WEST OF THE CENTER OF THE GRAVELED ROAD AND 2.5 FEET
 CX0280'NORTHWEST OF A WHITE WOODEN WITNESS POST.
 CX0280'
 CX0280'HEIGHT OF LIGHT ABOVE STATION MARK 4.6 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0275 ***********************************************************************
 CX0275  DESIGNATION -  KEY 2 AZ MK
 CX0275  PID         -  CX0275
 CX0275  STATE/COUNTY-  NM/OTERO
 CX0275  USGS QUAD   -  TRES HERMANOS SW (1982)
 CX0275
 CX0275                         *CURRENT SURVEY CONTROL
 CX0275  ___________________________________________________________________
 CX0275* NAD 83(1986)-  32 31 53.     (N)    106 08 31.     (W)     SCALED    
 CX0275* NAVD 88     -      1230.889  (meters)    4038.34   (feet)  ADJUSTED  
 CX0275  ___________________________________________________________________
 CX0275  GEOID HEIGHT-         -23.11  (meters)                     GEOID03
 CX0275  DYNAMIC HT  -        1229.081 (meters)    4032.41  (feet)  COMP
 CX0275  MODELED GRAV-     979,127.9   (mgal)                       NAVD 88
 CX0275
 CX0275  VERT ORDER  -  FIRST     CLASS II
 CX0275
 CX0275.The horizontal coordinates were scaled from a topographic map and have
 CX0275.an estimated accuracy of +/- 6 seconds.
 CX0275
 CX0275.The orthometric height was determined by differential leveling
 CX0275.and adjusted by the National Geodetic Survey in June 1991..
 CX0275
 CX0275.The geoid height was determined by GEOID03.
 CX0275
 CX0275.The dynamic height is computed by dividing the NAVD 88
 CX0275.geopotential number by the normal gravity value computed on the
 CX0275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0275.degrees latitude (g = 980.6199 gals.).
 CX0275
 CX0275.The modeled gravity was interpolated from observed gravity values.
 CX0275
 CX0275;                    North         East    Units  Estimated Accuracy
 CX0275;SPC NM C     -   169,790.      510,150.      MT  (+/- 180 meters Scaled)
 CX0275
 CX0275                          SUPERSEDED SURVEY CONTROL
 CX0275
 CX0275  NGVD 29 (??/??/92) 1230.314  (m)         4036.46   (f) ADJ UNCH    1 2
 CX0275
 CX0275.Superseded values are not recommended for survey control.
 CX0275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0275.See file dsdata.txt to determine how the superseded data were derived.
 CX0275
 CX0275_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR927999(NAD 83)
 CX0275_MARKER: DZ = AZIMUTH MARK DISK
 CX0275_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CX0275_SP_SET: MONUMENT
 CX0275_STAMPING: KEY 2 1964
 CX0275_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX0275
 CX0275  HISTORY     - Date     Condition        Report By
 CX0275  HISTORY     - 1964     MONUMENTED       CGS
 CX0275  HISTORY     - 1965     GOOD             NGS
 CX0275
 CX0275                          STATION DESCRIPTION
 CX0275
 CX0275'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 CX0275'11 MI N FROM OROGRANDE.
 CX0275'0.4 MILE WEST FROM THE SOUTHERN PACIFIC RAILROAD STATION IN OROGRANDE
 CX0275'TO U.S. HIGHWAY 54, THENCE 0.5 MILE SOUTHEAST ON U.S. HIGHWAY 54 TO
 CX0275'WSMR ROUTE NO. 2, THENCE 4.35 MILES NORTHWEST ALONG WSMR ROUTE NO. 2
 CX0275'TO THE EAST GUARD GATE TO WSMR, PASS THROUGH GUARD GATE AND CONTINUE
 CX0275'WEST 0.15 MILE TO WSMR ROUTE NO. 252, THENCE NORTH 8.75 MILES, 300
 CX0275'FEET WEST OF THE CENTERLINE OF WSMR ROUTE NO. 252, 3 FEET NORTHEAST OF
 CX0275'A METAL WITNESS SIGN, SET IN THE TOP OF A 12 INCH SQUARE CONCRETE
 CX0275'MONUMENT WHICH PROJECTS 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0282 ***********************************************************************
 CX0282  DESIGNATION -  KEY 2 RM 1
 CX0282  PID         -  CX0282
 CX0282  STATE/COUNTY-  NM/OTERO
 CX0282  USGS QUAD   -  TRES HERMANOS SW (1982)
 CX0282
 CX0282                         *CURRENT SURVEY CONTROL
 CX0282  ___________________________________________________________________
 CX0282* NAD 83(1986)-  32 32 20.     (N)    106 08 30.     (W)     SCALED    
 CX0282* NAVD 88     -      1233.409  (meters)    4046.61   (feet)  ADJUSTED  
 CX0282  ___________________________________________________________________
 CX0282  GEOID HEIGHT-         -23.12  (meters)                     GEOID03
 CX0282  DYNAMIC HT  -        1231.599 (meters)    4040.67  (feet)  COMP
 CX0282  MODELED GRAV-     979,128.4   (mgal)                       NAVD 88
 CX0282
 CX0282  VERT ORDER  -  FIRST     CLASS II
 CX0282
 CX0282.The horizontal coordinates were scaled from a topographic map and have
 CX0282.an estimated accuracy of +/- 6 seconds.
 CX0282
 CX0282.The orthometric height was determined by differential leveling
 CX0282.and adjusted by the National Geodetic Survey in June 1991..
 CX0282
 CX0282.The geoid height was determined by GEOID03.
 CX0282
 CX0282.The dynamic height is computed by dividing the NAVD 88
 CX0282.geopotential number by the normal gravity value computed on the
 CX0282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0282.degrees latitude (g = 980.6199 gals.).
 CX0282
 CX0282.The modeled gravity was interpolated from observed gravity values.
 CX0282
 CX0282;                    North         East    Units  Estimated Accuracy
 CX0282;SPC NM C     -   170,620.      510,180.      MT  (+/- 180 meters Scaled)
 CX0282
 CX0282                          SUPERSEDED SURVEY CONTROL
 CX0282
 CX0282  NGVD 29 (??/??/92) 1232.835  (m)         4044.73   (f) ADJ UNCH    1 2
 CX0282
 CX0282.Superseded values are not recommended for survey control.
 CX0282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0282.See file dsdata.txt to determine how the superseded data were derived.
 CX0282
 CX0282_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS927007(NAD 83)
 CX0282_MARKER: DR = REFERENCE MARK DISK
 CX0282_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CX0282_SP_SET: MONUMENT
 CX0282_STAMPING: KEY 2 NO 1 1964
 CX0282_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX0282
 CX0282  HISTORY     - Date     Condition        Report By
 CX0282  HISTORY     - 1964     MONUMENTED       CGS
 CX0282  HISTORY     - 1965     GOOD             NGS
 CX0282
 CX0282                          STATION DESCRIPTION
 CX0282
 CX0282'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 CX0282'11.4 MI N FROM OROGRANDE.
 CX0282'0.4 MILE WEST FROM THE SOUTHERN PACIFIC RAILROAD STATION IN OROGRANDE
 CX0282'TO U.S. HIGHWAY 54, THENCE 0.5 MILE SOUTHEAST ALONG U.S. HIGHWAY 54 TO
 CX0282'WSMR ROUTE NO. 2, THENCE 4.35 MILES NORTHWEST ALONG WSMR ROUTE NO. 2
 CX0282'TO THE EAST GUARD GATE TO WSMR, PASS THROUGH GUARD GATE AND CONTINUE
 CX0282'WEST 0.15 MILE TO WSMR ROUTE NO. 252, THENCE NORTH 9.3 MILES ALONG
 CX0282'WSMR ROUTE NO. 252, TO A MOUND WITH A WHITE ASTRODOME ON IT, 21 FEET
 CX0282'SOUTHEAST OF THE SOUTHEAST CORNER OF THE ASTRODOME, SET IN THE TOP OF
 CX0282'A 10 INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 10 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0281 ***********************************************************************
 CX0281  DESIGNATION -  KEY 2 RM 2
 CX0281  PID         -  CX0281
 CX0281  STATE/COUNTY-  NM/OTERO
 CX0281  USGS QUAD   -  TRES HERMANOS SW (1982)
 CX0281
 CX0281                         *CURRENT SURVEY CONTROL
 CX0281  ___________________________________________________________________
 CX0281* NAD 83(1986)-  32 32 22.     (N)    106 08 31.     (W)     SCALED    
 CX0281* NAVD 88     -      1233.458  (meters)    4046.77   (feet)  ADJUSTED  
 CX0281  ___________________________________________________________________
 CX0281  GEOID HEIGHT-         -23.12  (meters)                     GEOID03
 CX0281  DYNAMIC HT  -        1231.648 (meters)    4040.83  (feet)  COMP
 CX0281  MODELED GRAV-     979,128.6   (mgal)                       NAVD 88
 CX0281
 CX0281  VERT ORDER  -  FIRST     CLASS II
 CX0281
 CX0281.The horizontal coordinates were scaled from a topographic map and have
 CX0281.an estimated accuracy of +/- 6 seconds.
 CX0281
 CX0281.The orthometric height was determined by differential leveling
 CX0281.and adjusted by the National Geodetic Survey in June 1991..
 CX0281
 CX0281.The geoid height was determined by GEOID03.
 CX0281
 CX0281.The dynamic height is computed by dividing the NAVD 88
 CX0281.geopotential number by the normal gravity value computed on the
 CX0281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0281.degrees latitude (g = 980.6199 gals.).
 CX0281
 CX0281.The modeled gravity was interpolated from observed gravity values.
 CX0281
 CX0281;                    North         East    Units  Estimated Accuracy
 CX0281;SPC NM C     -   170,690.      510,150.      MT  (+/- 180 meters Scaled)
 CX0281
 CX0281                          SUPERSEDED SURVEY CONTROL
 CX0281
 CX0281  NGVD 29 (??/??/92) 1232.883  (m)         4044.88   (f) ADJ UNCH    1 2
 CX0281
 CX0281.Superseded values are not recommended for survey control.
 CX0281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0281.See file dsdata.txt to determine how the superseded data were derived.
 CX0281
 CX0281_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS927008(NAD 83)
 CX0281_MARKER: DR = REFERENCE MARK DISK
 CX0281_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CX0281_SP_SET: DRILL HOLE
 CX0281_STAMPING: KEY 2 NO 2 1964
 CX0281_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX0281
 CX0281  HISTORY     - Date     Condition        Report By
 CX0281  HISTORY     - 1964     MONUMENTED       CGS
 CX0281  HISTORY     - 1965     GOOD             NGS
 CX0281
 CX0281                          STATION DESCRIPTION
 CX0281
 CX0281'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 CX0281'11.4 MI N FROM OROGRANDE.
 CX0281'0.4 MILE WEST FROM THE SOUTHERN PACIFIC RAILROAD STATION IN OROGRANDE
 CX0281'TO U.S. HIGHWAY 54, THENCE 0.5 MILE SOUTHEAST ALONG U.S. HIGHWAY 54 TO
 CX0281'WSMR ROUTE NO. 2, THENCE 4.35 MILES NORTHWEST ALONG WSMR ROUTE NO. 2
 CX0281'TO THE EAST GUARD GATE TO WSMR, PASS THROUGH GUARD GATE AND CONTINUE
 CX0281'WEST 0.15 MILE TO WSMR ROUTE NO. 252, THENCE NORTH 9.3 MILES ALONG
 CX0281'WSMR ROUTE NO. 252 TO A MOUND WITH A WHITE ASTRODOME ON IT, 26 FEET
 CX0281'NORTHWEST OF THE NORTHWEST CORNER OF THE ASTRODOME, CEMENTED IN A
 CX0281'DRILLHOLE IN THE NORTHWEST CORNER OF A CONCRETE PAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0278 ***********************************************************************
 CX0278  DESIGNATION -  KEY RM 1
 CX0278  PID         -  CX0278
 CX0278  STATE/COUNTY-  NM/OTERO
 CX0278  USGS QUAD   -  TRES HERMANOS SW (1982)
 CX0278
 CX0278                         *CURRENT SURVEY CONTROL
 CX0278  ___________________________________________________________________
 CX0278* NAD 83(1986)-  32 32 21.     (N)    106 08 28.     (W)     SCALED    
 CX0278* NAVD 88     -      1232.403  (meters)    4043.31   (feet)  ADJUSTED  
 CX0278  ___________________________________________________________________
 CX0278  GEOID HEIGHT-         -23.11  (meters)                     GEOID03
 CX0278  DYNAMIC HT  -        1230.594 (meters)    4037.37  (feet)  COMP
 CX0278  MODELED GRAV-     979,128.2   (mgal)                       NAVD 88
 CX0278
 CX0278  VERT ORDER  -  FIRST     CLASS II
 CX0278
 CX0278.The horizontal coordinates were scaled from a topographic map and have
 CX0278.an estimated accuracy of +/- 6 seconds.
 CX0278
 CX0278.The orthometric height was determined by differential leveling
 CX0278.and adjusted by the National Geodetic Survey in June 1991..
 CX0278
 CX0278.The geoid height was determined by GEOID03.
 CX0278
 CX0278.The dynamic height is computed by dividing the NAVD 88
 CX0278.geopotential number by the normal gravity value computed on the
 CX0278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0278.degrees latitude (g = 980.6199 gals.).
 CX0278
 CX0278.The modeled gravity was interpolated from observed gravity values.
 CX0278
 CX0278;                    North         East    Units  Estimated Accuracy
 CX0278;SPC NM C     -   170,660.      510,230.      MT  (+/- 180 meters Scaled)
 CX0278
 CX0278                          SUPERSEDED SURVEY CONTROL
 CX0278
 CX0278  NGVD 29 (??/??/92) 1231.828  (m)         4041.42   (f) ADJ UNCH    1 2
 CX0278
 CX0278.Superseded values are not recommended for survey control.
 CX0278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0278.See file dsdata.txt to determine how the superseded data were derived.
 CX0278
 CX0278_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS928007(NAD 83)
 CX0278_MARKER: DR = REFERENCE MARK DISK
 CX0278_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CX0278_SP_SET: MONUMENT
 CX0278_STAMPING: KEY 1
 CX0278_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX0278
 CX0278  HISTORY     - Date     Condition        Report By
 CX0278  HISTORY     - UNK      MONUMENTED       WSMR
 CX0278  HISTORY     - 1965     GOOD             NGS
 CX0278
 CX0278                          STATION DESCRIPTION
 CX0278
 CX0278'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 CX0278'11.4 MI N FROM OROGRANDE.
 CX0278'0.4 MILE WEST FROM THE SOUTHERN PACIFIC RAILROAD STATION IN OROGRANDE
 CX0278'TO U.S. HIGHWAY 54, THENCE 0.5 MILE SOUTHEAST ALONG U.S. HIGHWAY 54 TO
 CX0278'WSMR ROUTE NO. 2, THENCE 4.35 MILES NORTHWEST ALONG WSMR ROUTE NO. 2
 CX0278'TO THE EAST GUARD GATE TO WSMR, PASS THROUGH GUARD GATE AND CONTINUE
 CX0278'WEST 0.15 MILE TO WSMR ROUTE NO. 252, THENCE NORTH 9.3 MILES ALONG
 CX0278'WSMR ROUTE NO. 252, 36 FEET EAST OF THE CENTERLINE OF WSMR ROUTE NO.
 CX0278'252, 24 FEET WEST OF POWERLINE POLE NO. 31, SET IN THE TOP OF A
 CX0278'PRECAST CONCRETE MONUMENT 6 INCHES IN DIAMETER AND WHICH PROJECTS 2
 CX0278'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0277 ***********************************************************************
 CX0277  DESIGNATION -  KEY RM 2
 CX0277  PID         -  CX0277
 CX0277  STATE/COUNTY-  NM/OTERO
 CX0277  USGS QUAD   -  TRES HERMANOS SW (1982)
 CX0277
 CX0277                         *CURRENT SURVEY CONTROL
 CX0277  ___________________________________________________________________
 CX0277* NAD 83(1986)-  32 32 21.     (N)    106 08 27.     (W)     SCALED    
 CX0277* NAVD 88     -      1232.323  (meters)    4043.05   (feet)  ADJUSTED  
 CX0277  ___________________________________________________________________
 CX0277  GEOID HEIGHT-         -23.11  (meters)                     GEOID03
 CX0277  DYNAMIC HT  -        1230.514 (meters)    4037.11  (feet)  COMP
 CX0277  MODELED GRAV-     979,128.1   (mgal)                       NAVD 88
 CX0277
 CX0277  VERT ORDER  -  FIRST     CLASS II
 CX0277
 CX0277.The horizontal coordinates were scaled from a topographic map and have
 CX0277.an estimated accuracy of +/- 6 seconds.
 CX0277
 CX0277.The orthometric height was determined by differential leveling
 CX0277.and adjusted by the National Geodetic Survey in June 1991..
 CX0277
 CX0277.The geoid height was determined by GEOID03.
 CX0277
 CX0277.The dynamic height is computed by dividing the NAVD 88
 CX0277.geopotential number by the normal gravity value computed on the
 CX0277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0277.degrees latitude (g = 980.6199 gals.).
 CX0277
 CX0277.The modeled gravity was interpolated from observed gravity values.
 CX0277
 CX0277;                    North         East    Units  Estimated Accuracy
 CX0277;SPC NM C     -   170,660.      510,250.      MT  (+/- 180 meters Scaled)
 CX0277
 CX0277                          SUPERSEDED SURVEY CONTROL
 CX0277
 CX0277  NGVD 29 (??/??/92) 1231.748  (m)         4041.16   (f) ADJ UNCH    1 2
 CX0277
 CX0277.Superseded values are not recommended for survey control.
 CX0277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0277.See file dsdata.txt to determine how the superseded data were derived.
 CX0277
 CX0277_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS928007(NAD 83)
 CX0277_MARKER: DR = REFERENCE MARK DISK
 CX0277_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CX0277_SP_SET: MONUMENT
 CX0277_STAMPING: KEY 2
 CX0277_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX0277
 CX0277  HISTORY     - Date     Condition        Report By
 CX0277  HISTORY     - UNK      MONUMENTED       WSMR
 CX0277  HISTORY     - 1965     GOOD             NGS
 CX0277
 CX0277                          STATION DESCRIPTION
 CX0277
 CX0277'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 CX0277'11.4 MI N FROM OROGRANDE.
 CX0277'0.4 MILE WEST FROM THE SOUTHERN PACIFIC RAILROAD STATION IN OROGRANDE
 CX0277'TO U.S. HIGHWAY 54, THENCE 0.5 MILE SOUTHEAST ALONG U.S. HIGHWAY 54 TO
 CX0277'WSMR ROUTE NO. 2, THENCE 4.35 MILES NORTHWEST ALONG WSMR ROUTE NO. 2
 CX0277'TO THE EAST GUARD GATE TO WSMR, PASS THROUGH GUARD GATE AND CONTINUE
 CX0277'WEST 0.15 MILE TO WSMR ROUTE NO. 252, THENCE NORTH 9.3 MILES ALONG
 CX0277'WSMR ROUTE NO. 252, 102 FEET EAST OF THE CENTERLINE OF WSMR ROUTE NO.
 CX0277'252, 51 FEET SOUTHEAST OF POWERLINE POLE NO. 31, SET IN THE TOP OF A
 CX0277'PRECAST CONCRETE MONUMENT 6 INCHES IN DIAMETER AND WHICH PROJECTS 2
 CX0277'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0982 ***********************************************************************
 DR0982  DESIGNATION -  KEYS ET
 DR0982  PID         -  DR0982
 DR0982  STATE/COUNTY-  NM/OTERO
 DR0982  USGS QUAD   -  SHEEPPEN CANYON (1989)
 DR0982
 DR0982                         *CURRENT SURVEY CONTROL
 DR0982  ___________________________________________________________________
 DR0982* NAD 83(1992)-  33 16 22.76171(N)    105 28 18.51427(W)     ADJUSTED  
 DR0982* NAVD 88     -      2267.9    (meters)    7441.     (feet)  VERTCON   
 DR0982  ___________________________________________________________________
 DR0982  LAPLACE CORR-          -4.72  (seconds)                    DEFLEC99
 DR0982  GEOID HEIGHT-         -19.66  (meters)                     GEOID03
 DR0982
 DR0982  HORZ ORDER  -  THIRD
 DR0982
 DR0982.The horizontal coordinates were established by classical geodetic methods
 DR0982.and adjusted by the National Geodetic Survey in December 1993..
 DR0982
 DR0982.The NAVD 88 height was computed by applying the VERTCON shift value to
 DR0982.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DR0982
 DR0982.The Laplace correction was computed from DEFLEC99 derived deflections.
 DR0982
 DR0982.The geoid height was determined by GEOID03.
 DR0982
 DR0982;                    North         East     Units Scale Factor Converg.
 DR0982;SPC NM C     -   252,295.016   572,493.263   MT  0.99996477   +0 25 37.0
 DR0982;SPC NM C     -   827,737.90  1,878,254.98   sFT  0.99996477   +0 25 37.0
 DR0982;UTM  13      - 3,681,650.487   456,061.551   MT  0.99962380   -0 15 31.9
 DR0982
 DR0982!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR0982!SPC NM C     -   0.99964715  x   0.99996477  =   0.99961193
 DR0982!UTM  13      -   0.99964715  x   0.99962380  =   0.99927108
 DR0982
 DR0982:                Primary Azimuth Mark                     Grid Az
 DR0982:SPC NM C     -  SELLERS ET                               013 52 29.1
 DR0982:UTM  13      -  SELLERS ET                               014 33 38.0
 DR0982
 DR0982|---------------------------------------------------------------------|
 DR0982| PID    Reference Object                     Distance      Geod. Az  |
 DR0982|                                                           dddmmss.s |
 DR0982| DR0981 SELLERS ET                          APPROX. 5.5 KM 0141806.1 |
 DR0982|---------------------------------------------------------------------|
 DR0982
 DR0982                          SUPERSEDED SURVEY CONTROL
 DR0982
 DR0982  NAD 83(1986)-  33 16 22.76855(N)    105 28 18.51469(W) AD(       ) 3
 DR0982  NAD 27      -  33 16 22.44078(N)    105 28 16.56561(W) AD(       ) 3
 DR0982  NGVD 29 (07/19/86) 2267.2    (m)         7438.     (f) VERT ANG       
 DR0982
 DR0982.Superseded values are not recommended for survey control.
 DR0982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0982.See file dsdata.txt to determine how the superseded data were derived.
 DR0982
 DR0982_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDS5606281650(NAD 83)
 DR0982_MARKER: DD = SURVEY DISK
 DR0982_SETTING: 0 = UNSPECIFIED SETTING
 DR0982_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR0982
 DR0982  HISTORY     - Date     Condition        Report By
 DR0982  HISTORY     - 1960     MONUMENTED       USGS
 DR0982
 DR0982                          STATION DESCRIPTION
 DR0982
 DR0982'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 DR0982'LOCATED ABOUT 9 MI. (AIRLINE) S. AND ABOUT 1 MI. W. OF GLENCOE,
 DR0982'NEW MEXICO, ABOUT 5 MI. S. AND ABOUT 12 MI. E. OF RUIDOSO, NEW
 DR0982'MEXICO, ON A WOODED TOP IN PAJARITA FLATS, ABOUT 4 MI. NW. OF
 DR0982'PAJARITA MOUNTAIN.
 DR0982'
 DR0982'TO REACH FROM GLENCOE, NEW MEXICO, POST OFFICE, PROCEED E. ON
 DR0982'HIGHWAY 70 FOR 0.3 MI. TO A GRADED RD. S., TURN S. AND PROCEED
 DR0982'ACROSS BRIDGE FOR 0.1 MI. TO RD. FORK.  TAKE S. (LEFT) FORK AND
 DR0982'FOLLOW MAIN TRAVELED RD. FOR 2.6 MI. TO A RD. FORK.  TAKE S.
 DR0982'(RIGHT) FORK AND FOLLOW MAIN TRAVELED RD. FOR 5.2 MI. TO A RD.
 DR0982'FORK. TAKE LEFT FORK FOR 0.8 MI.  PASS THROUGH ABANDONED RANCH
 DR0982'YARD AND PROCEED S. FOR 0.7 MI. TO WIRE GATE ON THE MESCALERO
 DR0982'INDIAN RESERVATION BOUNDARY.  PASS THROUGH GATE AND PROCEED S.
 DR0982'ON TRACK RD. 1.4 MI. TO A JUNCTION WITH A GRADED E-W. RD., TURN
 DR0982'E. (LEFT) AND FOLLOW GRADED RD. 0.6 MI. TO ERODED RD. S., TURN
 DR0982'S. AND FOLLOW OLD RD. 0.7 MI. TO A LARGE DRAIN FORK, FOLLOW RIGHT
 DR0982'FORK S. AND W. 1.1 MI. TO SADDLE.  TURN N. AND PROCEED 0.5 MI. UP
 DR0982'RIDGE THROUGH THE WOODS TO HIGHEST POINT AND STATION.
 DR0982'
 DR0982'STATION MARK--STANDARD USGS TABLET, CEMENTED IN LIMESTONE OUTCROP
 DR0982'FLUSH WITH GROUND, AND STAMPED ---KEYS ET 1960---.
 DR0982'
 DR0982'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0427 ***********************************************************************
 GN0427  DESIGNATION -  KIAWA
 GN0427  PID         -  GN0427
 GN0427  STATE/COUNTY-  NM/RIO ARRIBA
 GN0427  USGS QUAD   -  LAS TABLAS (1995)
 GN0427
 GN0427                         *CURRENT SURVEY CONTROL
 GN0427  ___________________________________________________________________
 GN0427* NAD 83(1992)-  36 35 50.10853(N)    106 06 00.71330(W)     ADJUSTED  
 GN0427* NAVD 88     -      2968.5    (meters)    9739.     (feet)  VERTCON   
 GN0427  ___________________________________________________________________
 GN0427  LAPLACE CORR-          -2.90  (seconds)                    DEFLEC99
 GN0427  GEOID HEIGHT-         -17.07  (meters)                     GEOID03
 GN0427
 GN0427  HORZ ORDER  -  FIRST
 GN0427
 GN0427.The horizontal coordinates were established by classical geodetic methods
 GN0427.and adjusted by the National Geodetic Survey in December 1993..
 GN0427
 GN0427.The NAVD 88 height was computed by applying the VERTCON shift value to
 GN0427.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GN0427
 GN0427.The Laplace correction was computed from DEFLEC99 derived deflections.
 GN0427
 GN0427.The geoid height was determined by GEOID03.
 GN0427
 GN0427;                    North         East     Units Scale Factor Converg.
 GN0427;SPC NM C     -   620,790.548   513,402.775   MT  0.99990221   +0 05 21.5
 GN0427;SPC NM C     - 2,036,710.32  1,684,388.94   sFT  0.99990221   +0 05 21.5
 GN0427;UTM  13      - 4,050,759.106   401,593.057   MT  0.99971931   -0 39 21.5
 GN0427
 GN0427!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GN0427!SPC NM C     -   0.99953703  x   0.99990221  =   0.99943928
 GN0427!UTM  13      -   0.99953703  x   0.99971931  =   0.99925647
 GN0427
 GN0427|---------------------------------------------------------------------|
 GN0427| PID    Reference Object                     Distance      Geod. Az  |
 GN0427|                                                           dddmmss.s |
 GN0427| CD3567 KIAWA RM 1                           38.162 METERS 16403     |
 GN0427| CD3568 KIAWA RM 2                           27.991 METERS 23705     |
 GN0427| CD3569 KIAWA AZ MK                                        3541249.3 |
 GN0427|---------------------------------------------------------------------|
 GN0427
 GN0427                          SUPERSEDED SURVEY CONTROL
 GN0427
 GN0427  NAD 83(1986)-  36 35 50.11146(N)    106 06 00.72020(W) AD(       ) 1
 GN0427  NAD 27      -  36 35 50.05290(N)    106 05 58.65410(W) AD(       ) 1
 GN0427  NGVD 29 (07/19/86) 2967.1    (m)         9735.     (f) VERT ANG       
 GN0427
 GN0427.Superseded values are not recommended for survey control.
 GN0427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0427.See file dsdata.txt to determine how the superseded data were derived.
 GN0427
 GN0427_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDA0159350759(NAD 83)
 GN0427_MARKER: DS = TRIANGULATION STATION DISK
 GN0427_SETTING: 80 = SET IN A BOULDER
 GN0427_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 GN0427_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GN0427
 GN0427  HISTORY     - Date     Condition        Report By
 GN0427  HISTORY     - 1945     MONUMENTED       USGS
 GN0427  HISTORY     - 1954     GOOD             CGS
 GN0427  HISTORY     - 1963     GOOD             USGS
 GN0427
 GN0427                          STATION DESCRIPTION
 GN0427
 GN0427'DESCRIBED BY US GEOLOGICAL SURVEY 1945 (RAM)
 GN0427'STATION IS LOCATED ON HIGHEST PART OF HEAVILY WOODED KIOWA
 GN0427'PEAK, UNDER THE U.S. FOREST SERVICE LOOKOUT TOWER.  IT IS ABOUT
 GN0427'8 MILES SW OF TRES PIEDRAS, IN THE CARSON NATIONAL FOREST.
 GN0427'
 GN0427'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY
 GN0427'285 AND STATE HIGHWAY 110 IN TRES PIEDRAS, GO W ON HIGHWAY 110,
 GN0427'A WINDING GRADED DIRT ROAD, FOR 6.3 MILES TO A Y-INTERSECTION.
 GN0427'TAKE THE LEFT FORK, FOLLOWING THE SIGN VALLECITOS 16 MI FOR
 GN0427'3.8 MILES TO THE AZIMUTH MARK ON THE RIGHT, N.  CONTINUE
 GN0427'PAST THE AZIMUTH MARK FOR 0.7 MILE TO A Y-INTERSECTION AT
 GN0427'A SMALL BRIDGE.  TAKE THE LEFT FORK, AS PER SIGNS CANJILON,
 GN0427'EL RITO, AND VALLECITOS FOR 0.5 MILE TO A SIGN ON THE LEFT
 GN0427'READING KIOWA LOOKOUT 3-1/2.  HERE TAKE A SHARP LEFT ON THE
 GN0427'LOOKOUT ROAD AND PROCEED 2.2 MILES TO THE END OF TRUCK
 GN0427'TRAVEL AT A SIGN READING TRAIL TO KIOWA LOOKOUT 1-1/4.  FROM
 GN0427'HERE PACK UP WELL DEFINED TRAIL TO LOOKOUT AND STATION.
 GN0427'
 GN0427'THE STATION MARK IS A STANDARD U.S.G.S. BENCH MARK, UNSTAMPED,
 GN0427'AND SET IN A DRILL HOLE IN A BOULDER WHICH PROJECTS ABOUT 2 INCHES
 GN0427'ABOVE GROUND.  IT IS LOCATED ON THE HIGHEST PART OF KIOWA
 GN0427'PEAK UNDER THE KIOWA LOOKOUT TOWER, 9.92 FEET FROM THE SW
 GN0427'TOWER LEG, 9.70 FEET FROM THE NW TOWER LEG, 9.64 FEET FROM
 GN0427'THE NE TOWER LEG, AND 9.72 FEET FROM THE SE TOWER LEG.
 GN0427'
 GN0427'REFERENCE MARK 1 IS A STANDARD U.S.G.S. REFERENCE DISK SET
 GN0427'IN A DRILL HOLE IN A BOULDER, STAMPED KIAWA, PROJECTING ABOUT
 GN0427'12 INCHES, AND AT ABOUT THE SAME LEVEL AS THE STATION.  IT IS
 GN0427'S OF THE STATION.
 GN0427'
 GN0427'REFERENCE MARK 2 IS A STANDARD U.S.G.S. REFERENCE DISK SET
 GN0427'IN A DRILL HOLE IN A BOULDER, STAMPED KIAWA, PROJECTING ABOUT
 GN0427'2-1/2 FEET ABOVE THE GROUND, AND IS ABOUT 2 FEET HIGHER THAN
 GN0427'THE STATION.  IT IS WSW OF THE STATION.
 GN0427'
 GN0427'THE AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN OUTCROPPING
 GN0427'BEDROCK, STAMPED KIAWA USGS 1945 AND PROJECTING ABOUT 9
 GN0427'INCHES.  IT IS ABOUT 4 FEET WSW OF A 2-FOOT CAIRN, ABOUT 60 FEET
 GN0427'N OF A WHITE 4- BY 4-INCH WITNESS POST NAILED TO AN 18-INCH
 GN0427'PINE, ABOUT 150 FEET NNW OF A 16-INCH PINE WITH A LARGE
 GN0427'TRIANGULAR BLAZE ON S SIDE OF ROAD, ABOUT 75 FEET NNE OF THE
 GN0427'CENTER LINE OF THE ROAD, AND ABOUT 50 FEET HIGHER.  IT IS
 GN0427'ABOUT 1-1/2 MILES N OF THE STATION.
 GN0427
 GN0427                          STATION RECOVERY (1954)
 GN0427
 GN0427'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (WRH)
 GN0427'THE STATION WAS FOUND AS DESCRIBED AND ALL THE MARKS WERE
 GN0427'FOUND IN GOOD CONDITION.  A COMPLETE NEW DESCRIPTION IS
 GN0427'AS FOLLOWS.
 GN0427'
 GN0427'THE STATION IS LOCATED, AIRLINE, ABOUT 8 MILES SOUTHWEST OF
 GN0427'TRES PIEDRAS, IN THE CARSON NATIONAL FOREST AND ON THE HIGHEST
 GN0427'PART OF A HEAVILY WOODED PEAK LOCALLY KNOWN AS KIAWA PEAK.  THE
 GN0427'STATION IS UNDER THE U.S. FOREST SERVICE LOOKOUT TOWER.
 GN0427'
 GN0427'THE STATION MARK IS A STANDARD U.S. GEOLOGICAL SURVEY BENCH
 GN0427'MARK, UNSTAMPED, AND IT IS SET IN A DRILL HOLE IN A BOULDER
 GN0427'THAT PROJECTS ABOUT 2 INCHES ABOVE THE GROUND.  THE MARK
 GN0427'IS LOCATED NEAR THE CENTER OF THE LOOKOUT TOWER AT THE NORTHEAST
 GN0427'EDGE OF THE BOTTOM STEP OF THE LADDER THAT EXTENDS UP THE
 GN0427'CENTER OF THE LOOKOUT TOWER.
 GN0427'
 GN0427'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED KIAWA
 GN0427'USGS NO 1 1935 SET IN A DRILL HOLE IN A 6 BY 15 FOOT BOULDER
 GN0427'THAT PROJECTS ABOUT 4 FEET ABOVE THE GROUND.  THE MARK IS
 GN0427'ABOUT 12 FEET LOWER THAN THE STATION.
 GN0427'
 GN0427'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED KIAWA
 GN0427'USGS NO 2 1935 SET IN A DRILL HOLE IN A 8 BY 10 FOOT BOULDER
 GN0427'THAT PROJECTS ABOUT 7 FEET ABOVE THE GROUND.  THE MARK IS ABOUT
 GN0427'6 FEET LOWER THAN THE STATION.
 GN0427'
 GN0427'REFERENCE MARK NUMBER ONE IS A STANDARD U.S. GEOLOGICAL SURVEY
 GN0427'REFERENCE MARK DISK STAMPED KIAWA SET IN A DRILL HOLE IN A
 GN0427'SMALL BOULDER THAT PROJECTS ABOUT 12 INCHES ABOVE THE GROUND.
 GN0427'THE MARK IS ABOUT 1 FOOT LOWER THAN THE STATION.
 GN0427'
 GN0427'REFERENCE MARK NUMBER TWO IS A STANDARD U.S. GEOLOGICAL SURVEY
 GN0427'REFERENCE MARK DISK STAMPED KIAWA SET IN A DRILL HOLE IN A
 GN0427'LARGE BOULDER THAT PROJECTS ABOUT 2-1/2 FEET ABOVE THE GROUND.
 GN0427'THE MARK IS ABOUT 2 FEET HIGHER THAN THE STATION.
 GN0427'
 GN0427'THE AZIMUTH MARK IS A STANDARD DISK STAMPED KIAWA USGS 1945
 GN0427'SET IN AN OUTCROPPING OF BEDROCK THAT PROJECTS 9 INCHES ABOVE
 GN0427'THE GROUND.  THE MARK IS 75 FEET NORTH NORTHEAST OF THE
 GN0427'CENTERLINE OF STATE HIGHWAY 111, 60 FEET NORTH OF A 4 BY 4
 GN0427'INCH WITNESS POST NAILED TO A PINE TREE AND 4 FEET WEST
 GN0427'SOUTHWEST OF A 2 FOOT CAIRN.  IT IS ABOUT 50 FEET HIGHER THAN
 GN0427'THE ROAD.
 GN0427'
 GN0427'TO REACH THE STATION FROM THE JUNCTION OF U.S. 285 AND STATE
 GN0427'HIGHWAY 111, JUST NORTH OF THE GENERAL STORE IN TRES PIEDRAS,
 GN0427'GO WESTERLY ON STATE HIGHWAY 111, A NARROW GRADED ROAD, FOR
 GN0427'6.6 MILES TO A FORK AND A SIGN VALLECITOS 16.  TAKE LEFT FORK
 GN0427'FOR 4.1 MILES TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 GN0427'FROM THE AZIMUTH MARK CONTINUE 0.75 MILE TO A FORK AT A
 GN0427'SMALL BRIDGE, KEEP LEFT FORK FOR 0.6 MILE, TURN SHARP LEFT
 GN0427'ONTO A SIDE ROAD AND GO FOR 2.4 MILES TO THE END OF TRUCK
 GN0427'TRAVEL AT THE END OF THE ROAD.  FROM HERE PACK UP A GOOD
 GN0427'FOOT TRAIL FOR ABOUT 1-1/4 MILES TO THE LOOKOUT TOWER AT
 GN0427'THE STATION AS DESCRIBED.  THIS IS A 45 MINUTE PACK.
 GN0427'
 GN0427'NOTE--INFORMATION FOR U.S. COAST AND GEODETIC SURVEY REFERENCE
 GN0427'MARKS STAMPED KIAWA USGS NO 1 1935 AND REFERENCE MARK STAMPED
 GN0427'KIAWA USGS NO 2 1935 WAS NOT AVAILABLE AT THIS TIME.  THE
 GN0427'AZIMUTH MARK WAS OBSTRUCTED IN 1954 AND COULD NOT BE OBSERVED
 GN0427'UPON FROM THE TRUE STATION.  THE DISTANCE SHOWN IN THE 1945
 GN0427'LIST OF DIRECTIONS AND DESCRIPTION ON R.M. NO 1 (USGS) FAIL
 GN0427'TO CHECK.  THIS DISTANCE WAS CHECKED IN THE FIELD AND THE
 GN0427'DISTANCE SHOWN ON THE DESCRIPTION IS CORRECT.
 GN0427
 GN0427                          STATION RECOVERY (1963)
 GN0427
 GN0427'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 GN0427'ON SUMMIT OF KIOWA MOUNTAIN, ABOUT 15 MI. SW. FROM TRES PIEDRAS,
 GN0427'12 MI. OF WHICH IS BY RD. AND 3 MI. BY TRAIL.
 GN0427'
 GN0427'STATION AND BOTH REFERENCE MARKS RECOVERED IN GOOD CONDITION AS
 GN0427'DESCRIBED.
 GN0427'
 GN0427'TO REACH FROM JUNCTION OF U.S. HIGHWAY 285 AND STATE HIGHWAY 111 IN
 GN0427'TRES PIEDRAS, NEW MEXICO, GO WESTERLY ON STATE HIGHWAY 111 6.9 MI. TO
 GN0427'A RD. FORK AND A SIGN --VOLLECITOS 16--.  TAKE LEFT FORK AND GO 4.85
 GN0427'MI. TO RD. RIGHT AND A SIGN --SPRING CREEK--, KEEP LEFT AND CONTINUE
 GN0427'1.15 MI. TO RD. LEFT AND SIGN --KIOWA LOOKOUT 4--.  TURN LEFT AND GO
 GN0427'2.0 MI. TO RD. LEFT AND SIGN --KIOWA LOOKOUT 2--.  TURN LEFT AND GO
 GN0427'1.75 MI. TO KIOWA LOOKOUT TOWER AND STATION CENTERED UNDER TOWER.
 GN0427'
 GN0427'NOTE--STATION NAME SPELLED --KIAWA-- BUT LOOKOUT SPELLED --KIOWA--.
 GN0427'
 GN0427'STATION MARK--A STANDARD USGS TABLET, UNSTAMPED, AND SET IN ROCK
 GN0427'PROJECTING 2 IN.
 GN0427'
 GN0427'REFERENCE MARK NO. 1--USGS BRONZE REFERENCE TABLET CEMENTED IN ROCK
 GN0427'S. OF STATION MARK.
 GN0427'
 GN0427'REFERENCE MARK NO. 2--USGS BRONZE REFERENCE TABLET CEMENTED IN ROCK
 GN0427'W. OF STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1436 ***********************************************************************
 GL1436  DESIGNATION -  KIDDER ASTRONOMIC STATION
 GL1436  PID         -  GL1436
 GL1436  STATE/COUNTY-  NM/UNION
 GL1436  USGS QUAD   -  RARDIN HILL (1972)
 GL1436
 GL1436                         *CURRENT SURVEY CONTROL
 GL1436  ___________________________________________________________________
 GL1436* NAD 83(1992)-  36 30 03.76076(N)    103 00 16.18838(W)     ADJUSTED  
 GL1436* NAVD 88     -      1434.     (meters)    4705.     (feet)  SCALED    
 GL1436  ___________________________________________________________________
 GL1436  LAPLACE CORR-          -5.87  (seconds)                    DEFLEC99
 GL1436  GEOID HEIGHT-         -22.60  (meters)                     GEOID03
 GL1436
 GL1436  HORZ ORDER  -  SECOND
 GL1436
 GL1436.The horizontal coordinates were established by classical geodetic methods
 GL1436.and adjusted by the National Geodetic Survey in December 1993..
 GL1436
 GL1436.The orthometric height was scaled from a topographic map.
 GL1436
 GL1436.The Laplace correction was computed from DEFLEC99 derived deflections.
 GL1436
 GL1436.The geoid height was determined by GEOID03.
 GL1436
 GL1436;                    North         East     Units Scale Factor Converg.
 GL1436;SPC NM E     -   610,931.853   284,042.657   MT  1.00008363   +0 47 25.9
 GL1436;SPC NM E     - 2,004,365.59    931,896.62   sFT  1.00008363   +0 47 25.9
 GL1436;SPC TX N     - 1,278,502.959    65,205.415   MT  1.00008960   -0 52 18.9
 GL1436;SPC TX N     - 4,194,555.12    213,928.10   sFT  1.00008960   -0 52 18.9
 GL1436;SPC OK N     -   178,099.994   151,863.062   MT  0.99996231   -2 57 12.2
 GL1436;SPC OK N     -   584,316.40    498,237.40   sFT  0.99996231   -2 57 12.2
 GL1436;UTM  13      - 4,041,375.628   678,716.077   MT  0.99999352   +1 11 14.3
 GL1436
 GL1436!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GL1436!SPC NM E     -   0.99977860  x   1.00008363  =   0.99986221
 GL1436!SPC TX N     -   0.99977860  x   1.00008960  =   0.99986818
 GL1436!SPC OK N     -   0.99977860  x   0.99996231  =   0.99974091
 GL1436!UTM  13      -   0.99977860  x   0.99999352  =   0.99977212
 GL1436
 GL1436                          SUPERSEDED SURVEY CONTROL
 GL1436
 GL1436  NAD 83(1986)-  36 30 03.77003(N)    103 00 16.18375(W) AD(       ) 2
 GL1436  NAD 27      -  36 30 03.67900(N)    103 00 14.45500(W) AD(       ) 2
 GL1436
 GL1436.Superseded values are not recommended for survey control.
 GL1436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1436.See file dsdata.txt to determine how the superseded data were derived.
 GL1436
 GL1436_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA7871641376(NAD 83)
 GL1436_MARKER: Z = SEE DESCRIPTION
 GL1436_SETTING: 0 = UNSPECIFIED SETTING
 GL1436_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GL1436
 GL1436  HISTORY     - Date     Condition        Report By
 GL1436  HISTORY     - 1903     MONUMENTED       USGLO
 GL1436  HISTORY     - 1931     GOOD             CGS
 GL1436
 GL1436                          STATION DESCRIPTION
 GL1436
 GL1436'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (CIA)
 GL1436'STATION IS ABOUT 200 YARDS W BY N FROM THE CORNER COMMON
 GL1436'TO STATES OF TEXAS, OKLAHOMA, AND NEW MEXICO.
 GL1436'
 GL1436'MARK IS A TRUNCATED CONE OF CONCRETE MOLDED, IN A ZINC FORM,
 GL1436'AND RESTING ON A CONCRETE BASE.  CONE IS ABOUT 15 INCHES
 GL1436'IN DIAMETER 103 DEG W. LONG., 1903.  STATION TEXHOMEX IS
 GL1436'200.349 METERS (657.31 FEET) DISTANT S 71 DEG 11 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0724 ***********************************************************************
 EQ0724  DESIGNATION -  KIDWELL
 EQ0724  PID         -  EQ0724
 EQ0724  STATE/COUNTY-  NM/SOCORRO
 EQ0724  USGS QUAD   -  ORNDORFF RANCH (1972)
 EQ0724
 EQ0724                         *CURRENT SURVEY CONTROL
 EQ0724  ___________________________________________________________________
 EQ0724* NAD 83(1992)-  34 00 10.75584(N)    106 24 29.60778(W)     ADJUSTED  
 EQ0724* NAVD 88     -      1644.32   (+/-2cm)    5394.7    (feet)  VERTCON   
 EQ0724  ___________________________________________________________________
 EQ0724  LAPLACE CORR-           4.39  (seconds)                    DEFLEC99
 EQ0724  GEOID HEIGHT-         -21.20  (meters)                     GEOID03
 EQ0724
 EQ0724  HORZ ORDER  -  FIRST
 EQ0724  VERT ORDER  -  THIRD ? (See Below)
 EQ0724
 EQ0724.The horizontal coordinates were established by classical geodetic methods
 EQ0724.and adjusted by the National Geodetic Survey in December 1993..
 EQ0724
 EQ0724.The NAVD 88 height was computed by applying the VERTCON shift value to
 EQ0724.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EQ0724.The vertical order pertains to the NGVD 29 superseded value.
 EQ0724
 EQ0724.The Laplace correction was computed from DEFLEC99 derived deflections.
 EQ0724
 EQ0724.The geoid height was determined by GEOID03.
 EQ0724
 EQ0724;                    North         East     Units Scale Factor Converg.
 EQ0724;SPC NM C     -   332,996.509   485,384.441   MT  0.99990263   -0 05 18.5
 EQ0724;SPC NM C     - 1,092,506.05  1,592,465.45   sFT  0.99990263   -0 05 18.5
 EQ0724;UTM  13      - 3,763,381.106   369,953.140   MT  0.99980848   -0 47 15.5
 EQ0724
 EQ0724!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EQ0724!SPC NM C     -   0.99974526  x   0.99990263  =   0.99964792
 EQ0724!UTM  13      -   0.99974526  x   0.99980848  =   0.99955379
 EQ0724
 EQ0724:                Primary Azimuth Mark                     Grid Az
 EQ0724:SPC NM C     -  WYRE                                     117 58 12.6
 EQ0724:UTM  13      -  WYRE                                     118 40 09.6
 EQ0724
 EQ0724|---------------------------------------------------------------------|
 EQ0724| PID    Reference Object                     Distance      Geod. Az  |
 EQ0724|                                                           dddmmss.s |
 EQ0724| DS1142 WYRE                                APPROX. 7.2 KM 1175254.1 |
 EQ0724| CD3079 KIDWELL RM 1                          8.498 METERS 13202     |
 EQ0724| CD3080 KIDWELL RM 2                         11.940 METERS 17310     |
 EQ0724|---------------------------------------------------------------------|
 EQ0724
 EQ0724                          SUPERSEDED SURVEY CONTROL
 EQ0724
 EQ0724  NAD 83(1986)-  34 00 10.76284(N)    106 24 29.60986(W) AD(       ) 1
 EQ0724  NAD 27      -  34 00 10.51906(N)    106 24 27.58502(W) AD(       ) 1
 EQ0724  NGVD 29 (07/19/86) 1643.61   (m)         5392.4    (f) LEVELING    3  
 EQ0724
 EQ0724.Superseded values are not recommended for survey control.
 EQ0724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0724.See file dsdata.txt to determine how the superseded data were derived.
 EQ0724
 EQ0724_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT6995363381(NAD 83)
 EQ0724_MARKER: DS = TRIANGULATION STATION DISK
 EQ0724_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EQ0724
 EQ0724  HISTORY     - Date     Condition        Report By
 EQ0724  HISTORY     - 1965     MONUMENTED       CGS
 EQ0724
 EQ0724                          STATION DESCRIPTION
 EQ0724
 EQ0724'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (WRH)
 EQ0724'THE STATION IS LOCATED ABOUT 4 MILES NORTH OF BINGHAM IN A SANDY
 EQ0724'AREA WHICH OVERLOOKS THE VALLEY TO THE WEST AND ABOUT 2 MILES
 EQ0724'SOUTHWEST OF THE A. FERNANDEZ RANCH BUILDINGS.
 EQ0724'
 EQ0724'STATION MARK IS A STANDARD DISK SET IN CONCRETE, 42 FEET NORTH OF A
 EQ0724'8 X 8 FOOT CONCRETE PAD AND 27 FEET NORTHWEST OF A 10 X 24 FOOT
 EQ0724'CONCRETE PAD.  IT IS STAMPED KIDWELL 1965 AND PROJECTS 12 INCHES.
 EQ0724'
 EQ0724'REFERENCE MARK NO. 1 IS A STANDARD DISK CEMENTED IN A DRILL HOLE,
 EQ0724'2 FEET NORTH OF THE CENTER OF A 10 X 24 FOOT CONCRETE PAD.  IT IS
 EQ0724'STAMPED KIDWELL NO 1 1965.
 EQ0724'
 EQ0724'REFERENCE MARK NO. 2 IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN
 EQ0724'THE NORTHEAST CORNER OF A 8 X 8 FOOT CONCRETE PAD.  IT IS
 EQ0724'STAMPED KIDWELL NO 2 1965.
 EQ0724'
 EQ0724'DISTANCE BETWEEN RM 1 AND RM 2 IS 25.83 FEET.
 EQ0724'
 EQ0724'TO REACH THE STATION FROM THE POST OFFICE IN BINGHAM, GO EAST ON
 EQ0724'U.S. HIGHWAY 380 FOR 0.35 MILE TO A T ROAD LEFT, (WSMR ROUTE 9E,
 EQ0724'TURN LEFT AND GO NORTH 0.3 MILE TO A FORK, KEEP LEFT FORK AND GO
 EQ0724'WEST AND NORTH ON WSMR ROUTE 9 FOR 1.7 MILES TO AN INTERSECTION
 EQ0724'WITH OLD HIGHWAY 380, TURN LEFT AND GO WEST ON OLD HIGHWAY 380 FOR
 EQ0724'3.2 MILES TO A T ROAD RIGHT, TURN RIGHT AND GO NORTH-NORTHEAST
 EQ0724'ON WSMR ROUTE 3625 FOR 7.1 MILES TO A T ROAD LEFT, TURN LEFT AND
 EQ0724'GO WEST-NORTHWEST ON A BLADED TRAIL FOR 0.3 MILE TO THE
 EQ0724'STATION AS DESCRIBED.
 EQ0724'
 EQ0724'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0623 ***********************************************************************
 GN0623  DESIGNATION -  KINBETO
 GN0623  PID         -  GN0623
 GN0623  STATE/COUNTY-  NM/SAN JUAN
 GN0623  USGS QUAD   -  PUEBLO BONITO NW (1966)
 GN0623
 GN0623                         *CURRENT SURVEY CONTROL
 GN0623  ___________________________________________________________________
 GN0623* NAD 83(1992)-  36 12 17.14160(N)    107 54 13.18397(W)     ADJUSTED  
 GN0623* NAVD 88     -      2042.4    (meters)    6701.     (feet)  VERTCON   
 GN0623  ___________________________________________________________________
 GN0623  LAPLACE CORR-           2.45  (seconds)                    DEFLEC99
 GN0623  GEOID HEIGHT-         -20.88  (meters)                     GEOID03
 GN0623
 GN0623  HORZ ORDER  -  FIRST
 GN0623
 GN0623.The horizontal coordinates were established by classical geodetic methods
 GN0623.and adjusted by the National Geodetic Survey in December 1993..
 GN0623
 GN0623.The NAVD 88 height was computed by applying the VERTCON shift value to
 GN0623.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GN0623
 GN0623.The Laplace correction was computed from DEFLEC99 derived deflections.
 GN0623
 GN0623.The geoid height was determined by GEOID03.
 GN0623
 GN0623;                    North         East     Units Scale Factor Converg.
 GN0623;SPC NM W     -   577,243.059   823,675.848   MT  0.99991716   -0 02 29.5
 GN0623;SPC NM W     - 1,893,838.27  2,702,343.18   sFT  0.99991716   -0 02 29.5
 GN0623;UTM  13      - 4,010,569.111   238,943.962   MT  1.00043978   -1 42 57.9
 GN0623
 GN0623!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GN0623!SPC NM W     -   0.99968284  x   0.99991716  =   0.99960002
 GN0623!UTM  13      -   0.99968284  x   1.00043978  =   1.00012248
 GN0623
 GN0623|---------------------------------------------------------------------|
 GN0623| PID    Reference Object                     Distance      Geod. Az  |
 GN0623|                                                           dddmmss.s |
 GN0623| CD3571 KINBETO RM 1                         27.786 METERS 13133     |
 GN0623| CD3572 KINBETO RM 2                         35.721 METERS 21546     |
 GN0623| CD3570 KINBETO AZ MK                                      3051202.9 |
 GN0623|---------------------------------------------------------------------|
 GN0623
 GN0623                          SUPERSEDED SURVEY CONTROL
 GN0623
 GN0623  NAD 83(1986)-  36 12 17.13827(N)    107 54 13.18895(W) AD(       ) 1
 GN0623  NAD 27      -  36 12 17.09700(N)    107 54 10.95930(W) AD(       ) 1
 GN0623  NGVD 29 (07/19/86) 2041.3    (m)         6697.     (f) VERT ANG       
 GN0623
 GN0623.Superseded values are not recommended for survey control.
 GN0623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0623.See file dsdata.txt to determine how the superseded data were derived.
 GN0623
 GN0623_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBA3894410569(NAD 83)
 GN0623_MARKER: DS = TRIANGULATION STATION DISK
 GN0623_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GN0623_SP_SET: PREFABRICATED CONCRETE POST
 GN0623
 GN0623  HISTORY     - Date     Condition        Report By
 GN0623  HISTORY     - 1945     MONUMENTED       CGS
 GN0623  HISTORY     - 1972     GOOD             NGS
 GN0623
 GN0623                          STATION DESCRIPTION
 GN0623
 GN0623'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (RAM)
 GN0623'STATION IS LOCATED ON A LOW RIDGE ON THE N SIDE OF THE CHACO
 GN0623'CANYON DRAINAGE.  IT IS ABOUT 1 MILE W OF STATE HIGHWAY 56,
 GN0623'3 MILES NW OF KINBETO, AND 9 MILES N OF PUEBLO BONITO.
 GN0623'
 GN0623'TO REACH THE STATION FROM THE RANGER STATION AT PUEBLO BONITO,
 GN0623'GO N ON THE MAIN ROAD (STATE HIGHWAY 56) FOR 13.2 MILES TO A
 GN0623'TRACK ROAD LEADING TO THE LEFT.  THIS IS AT THE TOP OF A RIDGE.
 GN0623'TURN LEFT ON THE TRACK ROAD AND CONTINUE FOR 0.6 MILE TO A
 GN0623'WIRE GATE, PASS THROUGH THE GATE AND CONTINUE FOR 0.3 MILE
 GN0623'TO A FORK, KEEP THE RIGHT FORK AND CONTINUE FOR 0.3 MILE.  AT
 GN0623'THIS POINT TURN SHARP LEFT, ACROSS COUNTRY, AND BEAR TO THE
 GN0623'EDGE OF THE RIDGE FOR 0.1 MILE TO THE STATION.
 GN0623'
 GN0623'STATION MARK IS A BRONZE STATION DISK SET IN THE TOP OF AN
 GN0623'IRON PIPE PROJECTING ABOUT 4 INCHES AND IS STAMPED KINBETO 1945.
 GN0623'THE PIPE HAS BEEN SUPPORTED BY CONCRETE.  THE STATION IS ON A
 GN0623'SMALL NECK BREAKING TO A WASH TO THE W.
 GN0623'
 GN0623'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN BEDROCK,
 GN0623'FLUSH, AND IS STAMPED KINBETO NO 1 1945.  IT IS SE OF THE
 GN0623'STATION AND ABOUT 8 FEET LOWER.
 GN0623'
 GN0623'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN BEDROCK,
 GN0623'FLUSH, AND IS STAMPED KINBETO NO 2 1945.  IT IS SW OF THE
 GN0623'STATION, ABOUT 8 FEET LOWER, AND 4 FEET E OF A LEDGE THAT DROPS
 GN0623'OFF ABOUT 2 FEET.
 GN0623'
 GN0623'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN A BOULDER PROJECTING
 GN0623'ABOUT 3 FEET AND IS STAMPED KINBETO 1945.  IT IS ABOUT 1/2 MILE
 GN0623'NW OF THE STATION.  TO REACH FROM THE STATION, GO DIRECTLY
 GN0623'BACK TO THE TRACK ROAD TO THE POINT AT WHICH IT WAS LEFT WHEN
 GN0623'GOING TO THE STATION, TURN LEFT OR NW ON THE TRACK ROAD AND
 GN0623'PROCEED FOR 0.55 MILE.  AT THIS POINT THE MARK IS 75 FEET TO
 GN0623'THE RIGHT OR N OF THE CENTER OF THE ROAD.  IT IS IN A LARGE
 GN0623'BOULDER ABOUT 6 FEET WIDE, 12 FEET LONG, AND PROJECTING ABOUT
 GN0623'3 FEET.  THE MARK IS 16.4 FEET WNW OF A 3-FOOT CAIRN.
 GN0623
 GN0623                          STATION RECOVERY (1972)
 GN0623
 GN0623'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 GN0623'THE STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2
 GN0623'AND THE AZIMUTH MARK WERE FOUND IN GOOD CONDITION.  THE PRESENT,
 GN0623'TO-REACH DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0624 ***********************************************************************
 GN0624  DESIGNATION -  KINE
 GN0624  PID         -  GN0624
 GN0624  STATE/COUNTY-  NM/SAN JUAN
 GN0624  USGS QUAD   -  PUEBLO BONITO NW (1966)
 GN0624
 GN0624                         *CURRENT SURVEY CONTROL
 GN0624  ___________________________________________________________________
 GN0624* NAD 83(1992)-  36 13 05.86289(N)    107 53 07.53547(W)     ADJUSTED  
 GN0624* NAVD 88     -      2057.8    (meters)    6751.     (feet)  VERTCON   
 GN0624  ___________________________________________________________________
 GN0624  LAPLACE CORR-           2.34  (seconds)                    DEFLEC99
 GN0624  GEOID HEIGHT-         -20.85  (meters)                     GEOID03
 GN0624
 GN0624  HORZ ORDER  -  FIRST
 GN0624
 GN0624.The horizontal coordinates were established by classical geodetic methods
 GN0624.and adjusted by the National Geodetic Survey in December 1993..
 GN0624
 GN0624.The NAVD 88 height was computed by applying the VERTCON shift value to
 GN0624.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GN0624
 GN0624.The Laplace correction was computed from DEFLEC99 derived deflections.
 GN0624
 GN0624.The geoid height was determined by GEOID03.
 GN0624
 GN0624;                    North         East     Units Scale Factor Converg.
 GN0624;SPC NM W     -   578,743.637   825,316.455   MT  0.99991694   -0 01 50.8
 GN0624;SPC NM W     - 1,898,761.42  2,707,725.74   sFT  0.99991694   -0 01 50.8
 GN0624;UTM  13      - 4,012,021.850   240,628.596   MT  1.00042898   -1 42 21.0
 GN0624
 GN0624!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GN0624!SPC NM W     -   0.99968042  x   0.99991694  =   0.99959738
 GN0624!UTM  13      -   0.99968042  x   1.00042898  =   1.00010926
 GN0624
 GN0624|---------------------------------------------------------------------|
 GN0624| PID    Reference Object                     Distance      Geod. Az  |
 GN0624|                                                           dddmmss.s |
 GN0624| CD3573 KINE RM 1                            10.529 METERS 04004     |
 GN0624| CD3574 KINE RM 2                            17.581 METERS 14505     |
 GN0624| GN0623 KINBETO                             APPROX. 2.2 KM 2273118.0 |
 GN0624|---------------------------------------------------------------------|
 GN0624
 GN0624                          SUPERSEDED SURVEY CONTROL
 GN0624
 GN0624  NAD 83(1986)-  36 13 05.85958(N)    107 53 07.54079(W) AD(       ) 1
 GN0624  NAD 27      -  36 13 05.81812(N)    107 53 05.31375(W) AD(       ) 1
 GN0624  NGVD 29 (07/19/86) 2056.7    (m)         6748.     (f) VERT ANG       
 GN0624
 GN0624.Superseded values are not recommended for survey control.
 GN0624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0624.See file dsdata.txt to determine how the superseded data were derived.
 GN0624
 GN0624_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBA4062912022(NAD 83)
 GN0624_MARKER: DD = SURVEY DISK
 GN0624_SETTING: 0 = UNSPECIFIED SETTING
 GN0624
 GN0624  HISTORY     - Date     Condition        Report By
 GN0624  HISTORY     - 1972     MONUMENTED       DMA
 GN0624
 GN0624                          STATION DESCRIPTION
 GN0624
 GN0624'DESCRIBED BY DEFENSE MAP AGENCY 1972
 GN0624'THE STATION IS LOCATED ON THE HIGHEST POINT OF A NORTHEAST-SOUTHWEST
 GN0624'RIDGE ABOUT 1 MILE WEST OF STATE HIGHWAY 56.  IT IS ABOUT 8 MILES
 GN0624'WEST-SOUTHWEST OF NAGEEZI, 11 MILES NORTH-NORTHEAST OF CHACO
 GN0624'NATIONAL MONUMENT AND ABOUT 10 MILES SOUTH-SOUTHWEST OF THE BLANCO
 GN0624'TRADING POST WHICH IS LOCATED ON STATE ROUTE 44.
 GN0624'
 GN0624'TO REACH THE STATION FROM THE BLANCO TRADING POST, GO SOUTHWEST
 GN0624'OF STATE ROUTE 56 FOR 2.6 MILES TO THE BRETHEREN OF CHRIST NAVAJO
 GN0624'MISSION HOSPITAL.  FROM THE HOSPITAL CONTINUE 0.7 MILE TO ROAD
 GN0624'FORK.  TAKE LEFT FORK AND CONTINUE ON MAIN TRAVELED ROAD (ROUTE
 GN0624'56) FOR 6.9 MILES TO ROAD FORK.  TAKE LEFT FORK AND GO ON MAIN
 GN0624'ROAD AS PER SIGN CHACO CANYON FOR 1.5 MILES TO CREST OF ROAD
 GN0624'AND A WELL-DEFINED TRACK ROAD ON THE LEFT.  TURN LEFT AND GO
 GN0624'UP-GRADE ON TRACK ROAD FOR 0.5 MILE TO THE HIGHEST POINT OF
 GN0624'RIDGE AND SITE OF STATION.
 GN0624'
 GN0624'STATION MARK--A CORPS OF ENGINEERS DISK SET IN CONCRETE THAT
 GN0624'PROJECTS 0.3 FOOT ABOVE GROUND.  IT IS STAMPED--KINE TPC 1972.
 GN0624'
 GN0624'REFERENCE MARK NO. 1--A CORPS OF ENGINEERS DISK SET IN CONCRETE
 GN0624'THAT PROJECTS 0.2 FOOT ABOVE GROUND.  IT IS LOCATED 10.529 METERS
 GN0624'NORTHEAST OF THE STATION AND IS STAMPED--KINE RM NO 1 TPC 1972.
 GN0624'
 GN0624'REFERENCE MARK NO. 2--A CORPS OF ENGINEERS DISK SET IN CONCRETE
 GN0624'THAT PROJECTS 0.2 FOOT ABOVE GROUND.  IT IS LOCATED 17.581 METERS
 GN0624'SOUTHEAST OF THE STATION AND IS STAMPED--KINE RM NO 2 TPC 1972.
 GN0624'
 GN0624'THE AZIMUTH MARK FOR THIS STATION IS KINBETO USC AND GS
 GN0624'1945.  IT IS LOCATED ABOUT 1.9 MILES NORTHEAST OF THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0823 ***********************************************************************
 DR0823  DESIGNATION -  KING
 DR0823  PID         -  DR0823
 DR0823  STATE/COUNTY-  NM/CHAVES
 DR0823  USGS QUAD   -  KING CAMP (1975)
 DR0823
 DR0823                         *CURRENT SURVEY CONTROL
 DR0823  ___________________________________________________________________
 DR0823* NAD 83(1992)-  33 04 21.39932(N)    104 07 13.03595(W)     ADJUSTED  
 DR0823* NAVD 88     -      1100.069  (meters)    3609.14   (feet)  ADJUSTED  
 DR0823  ___________________________________________________________________
 DR0823  LAPLACE CORR-           2.94  (seconds)                    DEFLEC99
 DR0823  GEOID HEIGHT-         -22.83  (meters)                     GEOID03
 DR0823  DYNAMIC HT  -        1098.566 (meters)    3604.21  (feet)  COMP
 DR0823  MODELED GRAV-     979,233.3   (mgal)                       NAVD 88
 DR0823
 DR0823  HORZ ORDER  -  SECOND
 DR0823  VERT ORDER  -  SECOND    CLASS 0
 DR0823
 DR0823.The horizontal coordinates were established by classical geodetic methods
 DR0823.and adjusted by the National Geodetic Survey in December 1993..
 DR0823
 DR0823.The orthometric height was determined by differential leveling
 DR0823.and adjusted by the National Geodetic Survey in June 1991..
 DR0823
 DR0823.The Laplace correction was computed from DEFLEC99 derived deflections.
 DR0823
 DR0823.The geoid height was determined by GEOID03.
 DR0823
 DR0823.The dynamic height is computed by dividing the NAVD 88
 DR0823.geopotential number by the normal gravity value computed on the
 DR0823.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0823.degrees latitude (g = 980.6199 gals.).
 DR0823
 DR0823.The modeled gravity was interpolated from observed gravity values.
 DR0823
 DR0823;                    North         East     Units Scale Factor Converg.
 DR0823;SPC NM E     -   229,825.929   184,891.679   MT  0.99991397   +0 06 58.5
 DR0823;SPC NM E     -   754,020.57    606,598.78   sFT  0.99991397   +0 06 58.5
 DR0823;UTM  13      - 3,659,680.658   582,112.987   MT  0.99968313   +0 28 48.3
 DR0823
 DR0823!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR0823!SPC NM E     -   0.99983090  x   0.99991397  =   0.99974489
 DR0823!UTM  13      -   0.99983090  x   0.99968313  =   0.99951409
 DR0823
 DR0823:                Primary Azimuth Mark                     Grid Az
 DR0823:SPC NM E     -  KING AZ MK                               085 15 20.7
 DR0823:UTM  13      -  KING AZ MK                               084 53 30.9
 DR0823
 DR0823|---------------------------------------------------------------------|
 DR0823| PID    Reference Object                     Distance      Geod. Az  |
 DR0823|                                                           dddmmss.s |
 DR0823| DR0821 KING AZ MK                                         0852219.2 |
 DR0823| DR0822 KING RM 1                            20.304 METERS 10413     |
 DR0823| DR0824 KING RM 2                            21.060 METERS 17857     |
 DR0823|---------------------------------------------------------------------|
 DR0823
 DR0823                          SUPERSEDED SURVEY CONTROL
 DR0823
 DR0823  NAD 83(1986)-  33 04 21.40441(N)    104 07 13.02639(W) AD(       ) 2
 DR0823  NAD 27      -  33 04 21.00970(N)    104 07 11.18220(W) AD(       ) 2
 DR0823  NGVD 29 (??/??/92) 1099.610  (m)         3607.64   (f) ADJ UNCH    2 0
 DR0823
 DR0823.Superseded values are not recommended for survey control.
 DR0823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0823.See file dsdata.txt to determine how the superseded data were derived.
 DR0823
 DR0823_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES8211359681(NAD 83)
 DR0823_MARKER: DS = TRIANGULATION STATION DISK
 DR0823_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR0823_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DR0823_STAMPING: KING 1961
 DR0823_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR0823+STABILITY: SURFACE MOTION
 DR0823
 DR0823  HISTORY     - Date     Condition        Report By
 DR0823  HISTORY     - 1961     MONUMENTED       CGS
 DR0823  HISTORY     - 1961     GOOD             CGS
 DR0823
 DR0823                          STATION DESCRIPTION
 DR0823
 DR0823'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (GWM)
 DR0823'LOCATED ABOUT 15 MILES NORTH-NORTHEAST OF LAKE ARTHUR, 12-1/2
 DR0823'MILES EAST-SOUTHEAST OF HAGERMAN AND 7-1/4 MILES NORTH OF THE
 DR0823'CHAVES-EDDY COUNTY LINE.
 DR0823'
 DR0823'TO REACH FROM THE POST OFFICE IN HAGERMAN, GO EAST ON STATE
 DR0823'HIGHWAY 31 FOR 2.75 MILES TO A BRIDGE OVER THE PECOS RIVER,
 DR0823'CONTINUE EAST ON HIGHWAY FOR 2.4 MILES TO A PAVED SIDE ROAD
 DR0823'ON THE LEFT, CONTINUE EAST ON HIGHWAY FOR 8.0 MILES TO A PAVED
 DR0823'SIDEROAD ON THE RIGHT, TURN RIGHT AND GO SOUTH FOR 0.1 MILE
 DR0823'TO THE GUARD GATE, PASS THROUGH GATE AND GO SOUTH FOR 0.2
 DR0823'MILE TO A EAST-WEST FENCE AND THE STATION MARK.
 DR0823'
 DR0823'STATION MARK, A STANDARD DISK STAMPED KING 1961, IS SET
 DR0823'IN THE TOP OF A 12-INCH-SQUARE CONCRETE MONUMENT THAT PROJECTS
 DR0823'4 INCHES.  IT IS 7 FEET NORTH OF THE SOUTH SECURITY FENCE
 DR0823'AND 2 FEET EAST OFA METAL WITNESS POST WITH SIGN.
 DR0823'
 DR0823'REFERENCE MARK 1, A STANDARD DISK STAMPED KING NO 1 1961,
 DR0823'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 DR0823'8 INCHES.  IT IS 8 FEET SOUTH OF THE SOUTH SECURITY FENCE
 DR0823'AND ABOUT THE SAME ELEVATION AS THE STATION MARK.
 DR0823'
 DR0823'REFERENCE MARK 2, A STANDARD DISK STAMPED KING NO 2 1961,
 DR0823'IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 DR0823'PROJECTS 6 INCHES.  IT IS 61 FEET SOUTH OF THE SOUTH SECURITY
 DR0823'FENCE AND ABOUT THE SAME ELEVATION AS THE STATION.
 DR0823'
 DR0823'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH FOR
 DR0823'0.3 MILE TO A T-INTERSECTION, TURN RIGHT AND GO EAST ON
 DR0823'STATE HIGHWAY 31 FOR 0.9 MILE TO THE MARK ON THE LEFT.  IT
 DR0823'IS A STANDARD DISK STAMPED KING 1961, IS SET IN THE TOP OF A
 DR0823'12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 4 INCHES.  IT
 DR0823'IS 78 FEET NORTH OF THE CENTER OF STATE HIGHWAY 31 AND 2.4
 DR0823'FEET NORTHWEST OF A METAL WITNESS POST WITH SIGN.
 DR0823
 DR0823                          STATION RECOVERY (1961)
 DR0823
 DR0823'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 DR0823'13.5 MI E FROM HAGERMAN.
 DR0823'13.2 MILES EAST ALONG STATE HIGHWAY 31 FROM THE POST OFFICE AT
 DR0823'HAGERMAN, THENCE 0.3 MILE SOUTH ALONG A GRAVEL ROAD, 69.1 FEET NORTH
 DR0823'OF R.M. 2, 66.6 FEET WEST OF R.M. 1, 2.0 FEET EAST OF A METAL WITNESS
 DR0823'POST WITH SIGN, SET IN TOP OF A SQUARE CONCRETE POST PROJECTING 4
 DR0823'INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1512 ***********************************************************************
 GL1512  DESIGNATION -  KING
 GL1512  PID         -  GL1512
 GL1512  STATE/COUNTY-  NM/UNION
 GL1512  USGS QUAD   -  MALPIE MOUNTAIN (1972)
 GL1512
 GL1512                         *CURRENT SURVEY CONTROL
 GL1512  ___________________________________________________________________
 GL1512* NAD 83(1992)-  36 32 40.68939(N)    103 56 37.99734(W)     ADJUSTED  
 GL1512* NAVD 88     -      2126.3    (meters)    6976.     (feet)  VERTCON   
 GL1512  ___________________________________________________________________
 GL1512  LAPLACE CORR-          -4.11  (seconds)                    DEFLEC99
 GL1512  GEOID HEIGHT-         -19.00  (meters)                     GEOID03
 GL1512
 GL1512  HORZ ORDER  -  SECOND
 GL1512
 GL1512.The horizontal coordinates were established by classical geodetic methods
 GL1512.and adjusted by the National Geodetic Survey in December 1993..
 GL1512
 GL1512.The NAVD 88 height was computed by applying the VERTCON shift value to
 GL1512.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GL1512
 GL1512.The Laplace correction was computed from DEFLEC99 derived deflections.
 GL1512
 GL1512.The geoid height was determined by GEOID03.
 GL1512
 GL1512;                    North         East     Units Scale Factor Converg.
 GL1512;SPC NM E     -   615,018.014   199,867.695   MT  0.99992406   +0 13 54.8
 GL1512;SPC NM E     - 2,017,771.60    655,732.60   sFT  0.99992406   +0 13 54.8
 GL1512;UTM  13      - 4,044,878.081   594,527.633   MT  0.99971009   +0 37 44.1
 GL1512
 GL1512!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GL1512!SPC NM E     -   0.99966938  x   0.99992406  =   0.99959347
 GL1512!UTM  13      -   0.99966938  x   0.99971009  =   0.99937957
 GL1512
 GL1512|---------------------------------------------------------------------|
 GL1512| PID    Reference Object                     Distance      Geod. Az  |
 GL1512|                                                           dddmmss.s |
 GL1512| CM8883 KING RM 1                             7.465 METERS 08649     |
 GL1512| CM8882 KING AZ MK                                         2641615.8 |
 GL1512| CM8884 KING RM 2                             8.384 METERS 29240     |
 GL1512|---------------------------------------------------------------------|
 GL1512
 GL1512                          SUPERSEDED SURVEY CONTROL
 GL1512
 GL1512  NAD 83(1986)-  36 32 40.69681(N)    103 56 37.99360(W) AD(       ) 2
 GL1512  NAD 27      -  36 32 40.60030(N)    103 56 36.10490(W) AD(       ) 2
 GL1512  NGVD 29 (07/19/86) 2125.4    (m)         6973.     (f) VERT ANG       
 GL1512
 GL1512.Superseded values are not recommended for survey control.
 GL1512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1512.See file dsdata.txt to determine how the superseded data were derived.
 GL1512
 GL1512_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEA9452844878(NAD 83)
 GL1512_MARKER: DS = TRIANGULATION STATION DISK
 GL1512_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL1512
 GL1512  HISTORY     - Date     Condition        Report By
 GL1512  HISTORY     - 1960     MONUMENTED       CGS
 GL1512  HISTORY     - 1970     GOOD             TPC
 GL1512
 GL1512                          STATION DESCRIPTION
 GL1512
 GL1512'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (HWK)
 GL1512'THE STATION IS ON A LOW HILL THAT SLOPES GRADUALLY TO THE WEST
 GL1512'AND BREAKS OFF SHARPLY TO THE NORTH AND EAST, ON THE PROPERTY
 GL1512'OF THE JOHN D. KING RANCH, 19 MILES SOUTHWEST OF GRENVILLE, 14
 GL1512'MILES NORTHEAST OF FARLEY AND 14 MILES SOUTH AND 3 MILES EAST
 GL1512'OF CAPULIN.  IT IS IN THE CENTER OF SECTION 27, R 28 E, T 27 N.
 GL1512'
 GL1512'TO REACH THE STATION FROM THE POST OFFICE IN FARLEY, GO NORTH
 GL1512'ON THE BLACKTOP AND GRADED ROAD FOR 0.75 MILE TO WHERE THE ROAD
 GL1512'TURNS LEFT.  TURN LEFT AND GO WEST ON THE GRADED ROAD FOR 1.3
 GL1512'MILES TO A CROSSROAD.  TURN RIGHT AND GO NORTH ON A GRADED
 GL1512'ROAD FOR 2.9 MILES TO A NEW BRIDGE.  CROSS THE BRIDGE AND
 GL1512'CONTINUE NORTH FOR 0.5 MILE TO A FORK JUST NORTH OF A CATTLE
 GL1512'GUARD.  BEAR RIGHT AND GO NORTHEAST AND NORTH FOR 2.25 MILE TO
 GL1512'A REVERSE Y FORK ON THE LEFT JUST AFTER CROSSING A BRIDGE.
 GL1512'CONTINUE STRAIGHT AHEAD FOR 0.05 MILE TO A SIDE ROAD ON THE
 GL1512'LEFT.  CONTINUE ON THE MAIN ROAD 8.55 MILES TO A T
 GL1512'INTERSECTION.  TURN RIGHT, CROSS A CATTLE GUARD, GO EAST FOR
 GL1512'3.0 MILES TO WHERE THE ROAD TURNS LEFT.  TURN LEFT AND GO NORTH
 GL1512'ON THE MAIN ROAD FOR 1.0 MILE TO A SIDE ROAD ON THE RIGHT.
 GL1512'TURN RIGHT, EAST, ON THE GRADED ROAD FOR 0.5 MILE TO A SIDE
 GL1512'ROAD ON THE RIGHT.  TURN RIGHT, SOUTH, ON THE GRADED ROAD
 GL1512'FOR 0.6 MILE TO A RANCH HOUSE AND BARNS.  TURN LEFT AND GO
 GL1512'EASTERLY ON A TRACK ROAD FOR 0.15 MILE TO A FORK.  BEAR
 GL1512'RIGHT, SOUTH, FOR 0.1 MILE TO A WIRE GATE.  PASS THROUGH GATE
 GL1512'AND CONTINUE ON THE TRACK ROAD FOR 0.7 MILE TO A REVERSE Y FORK
 GL1512'JUST AFTER CROSSING CREEK.  BEAR LEFT, EASTERLY, ON TRACK ROAD
 GL1512'FOR 1.45 MILE TO A TRACK ROAD FOR WHERE THE LEFT FORK CROSSES
 GL1512'THE STREAM BED.  BEAR RIGHT AND GO 0.15 MILE TO A REVERSE
 GL1512'Y FORK AT A FENCE CORNER.  BEAR RIGHT, SOUTHERLY, ON A TRACK
 GL1512'ROAD FOR 0.7 MILE TO A WIRE GATE.  PASS THROUGH GATE AND
 GL1512'CONTINUE STRAIGHT AHEAD, UPHILL, ON THE TRACK ROAD FOR 0.75
 GL1512'MILE TO A WINDMILL.  CONTINUE SOUTHERLY ON THE TRACK ROAD
 GL1512'FOR 0.25 MILE TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE
 GL1512'SOUTHERLY ON THE TRACK ROAD FOR 0.1 MILE TO A TRACK ROAD
 GL1512'FORK BEAR LEFT, EASTERLY, FOR 0.1 MILE TO A ROAD FORK.  BEAR
 GL1512'LEFT, EASTERLY, ON TRACK ROAD FOR 0.5 MILE.  LEAVE TRACK
 GL1512'ROAD AND GO NORTHERLY TOWARD HILL FOR 0.5 MILE TO THE SUMMIT
 GL1512'AND THE STATION.
 GL1512'
 GL1512'NOTE--THE STATION CAN BE DRIVEN WITH A 4-WHEEL DRIVE TRUCK,
 GL1512'OTHERWISE IT WILL BE ABOUT A 5 MINUTE PACK.
 GL1512'
 GL1512'STATION MARKS ARE STANDARD DISKS STAMPED KING 1960.  THE SURFACE
 GL1512'DISK IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.
 GL1512'IT IS ON THE HIGHEST PART OF THE HILL 17.5 FEET SOUTH OF THE NORTH
 GL1512'EDGE OF THE HILL.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR
 GL1512'MASS OF CONCRETE 24 INCHES BELOW THE SURFACE OF THE GROUND.
 GL1512'
 GL1512'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED KING NO 1 1960,
 GL1512'IS CEMENTED IN A DRILL HOLE IN AN OUTCROPPING BEDROCK WHICH
 GL1512'PROJECTS APPROXIMATELY 18 INCHES ON THE NORTH SIDE.  IT IS 8 FEET
 GL1512'SOUTH OF THE NORTH EDGE OF THE HILL.
 GL1512'
 GL1512'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED KING NO 2 1960,
 GL1512'IS CEMENTED IN A DRILL HOLE IN AN OUTCROPPING BEDROCK WHICH
 GL1512'PROJECTS APPROXIMATELY 12 INCHES ON THE WEST SIDE.
 GL1512'
 GL1512'AZIMUTH MARK, A STANDARD DISK STAMPED LING 1960, IS CEMENTED IN A
 GL1512'DRILL HOLE IN LARGE BOULDER WHICH PROJECTS APPROXIMATELY 12
 GL1512'INCHES.  IT IS APPROXIMATELY 0.25 MILE SOUTHEAST OF THE WINDMILL,
 GL1512'65 FEET NORTHEAST OF THE CENTER OF THE TRACK ROAD AND 2.2 FEET
 GL1512'NORTH OF A METAL WITNESS POST.
 GL1512'
 GL1512'NOTE--REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
 GL1512
 GL1512                          STATION RECOVERY (1970)
 GL1512
 GL1512'RECOVERY NOTE BY US ARMY TOPOGRAPHIC COMMAND (NOW DMA) 1970 (HGK)
 GL1512'THE REFERENCE MARKS, AZIMUTH MARK AND THE STATION MARK WERE ALL
 GL1512'RECOVERED AND FOUND TO BE GOOD CONDITION.  THE DESCRIPTION IS
 GL1512'ADEQUATE.  ANGULAR CHECKS VERIFIED THE VALUE PUBLISHED FOR THE
 GL1512'AZIMUTH TO THE AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0856 ***********************************************************************
 CV0856  DESIGNATION -  KING
 CV0856  PID         -  CV0856
 CV0856  STATE/COUNTY-  NM/LEA
 CV0856  USGS QUAD   -  RATTLESNAKE CANYON (1979)
 CV0856
 CV0856                         *CURRENT SURVEY CONTROL
 CV0856  ___________________________________________________________________
 CV0856* NAD 83(1992)-  32 21 05.61193(N)    103 14 28.55254(W)     ADJUSTED  
 CV0856* NAVD 88     -      1073.     (meters)    3520.     (feet)  SCALED    
 CV0856  ___________________________________________________________________
 CV0856  LAPLACE CORR-           4.87  (seconds)                    DEFLEC99
 CV0856  GEOID HEIGHT-         -22.77  (meters)                     GEOID03
 CV0856
 CV0856  HORZ ORDER  -  SECOND
 CV0856
 CV0856.The horizontal coordinates were established by classical geodetic methods
 CV0856.and adjusted by the National Geodetic Survey in December 1993..
 CV0856
 CV0856.The orthometric height was scaled from a topographic map.
 CV0856
 CV0856.The Laplace correction was computed from DEFLEC99 derived deflections.
 CV0856
 CV0856.The geoid height was determined by GEOID03.
 CV0856
 CV0856;                    North         East     Units Scale Factor Converg.
 CV0856;SPC NM E     -   150,373.050   267,790.655   MT  1.00003934   +0 35 04.0
 CV0856;SPC NM E     -   493,348.91    878,576.51   sFT  1.00003934   +0 35 04.0
 CV0856;UTM  13      - 3,580,763.879   665,496.168   MT  0.99993776   +0 56 28.8
 CV0856
 CV0856!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CV0856!SPC NM E     -   0.99983506  x   1.00003934  =   0.99987439
 CV0856!UTM  13      -   0.99983506  x   0.99993776  =   0.99977283
 CV0856
 CV0856|---------------------------------------------------------------------|
 CV0856| PID    Reference Object                     Distance      Geod. Az  |
 CV0856|                                                           dddmmss.s |
 CV0856| CH9716 KING RM 2                            15.728 METERS 08313     |
 CV0856| CV0867 MERCHANT                            APPROX. 9.7 KM 2822144.3 |
 CV0856| CH9714 KING AZ MK                                         3283458.7 |
 CV0856| CH9715 KING RM 1                            17.867 METERS 33952     |
 CV0856|---------------------------------------------------------------------|
 CV0856
 CV0856                          SUPERSEDED SURVEY CONTROL
 CV0856
 CV0856  NAD 83(1986)-  32 21 05.61881(N)    103 14 28.55101(W) AD(       ) 2
 CV0856  NAD 27      -  32 21 05.16600(N)    103 14 26.86900(W) AD(       ) 2
 CV0856
 CV0856.Superseded values are not recommended for survey control.
 CV0856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0856.See file dsdata.txt to determine how the superseded data were derived.
 CV0856
 CV0856_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFR6549680764(NAD 83)
 CV0856_MARKER: DS = TRIANGULATION STATION DISK
 CV0856_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0856_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CV0856_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CV0856+STABILITY: SURFACE MOTION
 CV0856
 CV0856  HISTORY     - Date     Condition        Report By
 CV0856  HISTORY     - 1935     MONUMENTED       CGS
 CV0856  HISTORY     - 1947     GOOD             PHILIP
 CV0856  HISTORY     - 1968     GOOD             USAF
 CV0856
 CV0856                          STATION DESCRIPTION
 CV0856
 CV0856'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 CV0856'ABOUT 7 MILES AIR LINE, SOUTHWEST OF EUNICE, IN SEC. 35, T. 22 S.,
 CV0856'R. 36 E., ON A SANDY PASTURE RIDGE BELONGING TO MR. W.H. KING, ABOUT
 CV0856'1/4 MILE NORTH OF A WINDMILL AND EARTH TANK, ABOUT 1-1/2 MILES
 CV0856'WESTERLY FROM THE RANCH BUILDINGS OF MR. KING, 70 FEET SOUTH OF AN
 CV0856'ANGLE-IRON POST AT ANGLE IN FENCE ALIGNMENT, AND 34 FEET EAST
 CV0856'OF A WIRE FENCE.  TO REACH THE STATION, GO TO THE KING RANCH AS
 CV0856'IN THE DESCRIPTION OF STATION MERCHANT, PASS THROUGH FOUR
 CV0856'WOODEN GATES ALONG THE SOUTH SIDE OF CATTLE SHELTER AND GO
 CV0856'WEST AND SOUTHWEST ON MAIN-TRACK ROAD 1.3 MILES TO A Y, LEAVE
 CV0856'TRACK ROAD HERE, TURN RIGHT (WEST) AND GO 0.3 MILE TO HIGHEST
 CV0856'GROUND AND STATION SITE.  THE SURFACE, UNDERGROUND, REFERENCE, AND
 CV0856'AZIMUTH MARKS ARE STANDARD DISKS SET IN CONCRETE.
 CV0856'REFERENCE MARK NO. 1 IS 58.62 FEET
 CV0856'FROM STATION N 20 DEG 08 MIN W, AND NO. 2 IS 51.60 FEET
 CV0856'FROM STATION N 83 DEG 13 MIN E.  THE AZIMUTH MARK IS 1
 CV0856'FOOT EAST OF A NORTH-SOUTH FENCE LINE, 20 FEET NORTH OF NORTH
 CV0856'GATEPOST IN FENCE, AND 0.5 MILE FROM STATION N 31 DEG 25 MIN W.
 CV0856
 CV0856                          STATION RECOVERY (1947)
 CV0856
 CV0856'RECOVERY NOTE BY PHILLIPS PETROLEUM COMPANY 1947 (MPB)
 CV0856'STATION AND REFERENCE MARKS 1 AND 2 ARE IN PERFECT CONDITION AS
 CV0856'DESCRIBED.  AZIMUTH MARK IS ON ITS SIDE ON TOP OF GROUND IN PIPE
 CV0856'LINE R.O.W.  STATION MARK IS STAMPED KING 1935.
 CV0856
 CV0856                          STATION RECOVERY (1968)
 CV0856
 CV0856'RECOVERY NOTE BY US AIR FORCE 1968
 CV0856'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 CV0856'AZIMUTH MARK WAS REPORTED DESTROYED IN 1947.  FOLLOWING IS A
 CV0856'NEW AND COMPLETE ROUTE DESCRIPTION--
 CV0856'
 CV0856'TO REACH FROM THE INTERSECTION OF AVE J AND STATE ROAD LOOP 18
 CV0856'JUST WEST OF THE POST OFFICE IN EUNICE, N.M., GO SOUTH ON LOOP
 CV0856'18 FOR 2.75 MILES TO A PAVED ROAD RIGHT.  TURN RIGHT (WEST) AND
 CV0856'GO 5.0 MILES TO A GRADED ROAD TO THE LEFT THRU A CATTLE GUARD.
 CV0856'TURN LEFT AND GO SOUTH FOR 2.15 MILES TO AN EAST-WEST FENCE AND
 CV0856'GATE.  PASS THRU THE GATE AND CONTINUE SOUTH FOR 0.3 MILES TO A
 CV0856'CROSSROAD WITH A ROAD FORKING TO THE RIGHT (SSW) TAKE THE RIGHT
 CV0856'FORK AND GO (SSW) FOR 0.75 MILES TO A T INTERSECTION.  TURN
 CV0856'LEFT AND GO 0.05 MILES TO A ROAD BACK TO THE RIGHT.  TURN RIGHT
 CV0856'AND GO SOUTH FOR 0.25 MILES TO THREE STORAGE TANKS ON THE RIGHT.
 CV0856'TURN RIGHT JUST PASS THE TANKS AND GO WEST FOR 0.05 MILES TO
 CV0856'A NORTH SOUTH DIRT ROAD AND END OF VEHICLE TRAVEL.  LEAVE
 CV0856'VEHICLE AND GO DUE WEST 160 FT TO THE STATION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0821 ***********************************************************************
 DR0821  DESIGNATION -  KING AZ MK
 DR0821  PID         -  DR0821
 DR0821  STATE/COUNTY-  NM/CHAVES
 DR0821  USGS QUAD   -  KING CAMP (1975)
 DR0821
 DR0821                         *CURRENT SURVEY CONTROL
 DR0821  ___________________________________________________________________
 DR0821* NAD 83(1986)-  33 04 31.     (N)    104 06 13.     (W)     SCALED    
 DR0821* NAVD 88     -      1104.849  (meters)    3624.83   (feet)  ADJUSTED  
 DR0821  ___________________________________________________________________
 DR0821  GEOID HEIGHT-         -22.80  (meters)                     GEOID03
 DR0821  DYNAMIC HT  -        1103.339 (meters)    3619.87  (feet)  COMP
 DR0821  MODELED GRAV-     979,233.2   (mgal)                       NAVD 88
 DR0821
 DR0821  VERT ORDER  -  SECOND    CLASS 0
 DR0821
 DR0821.The horizontal coordinates were scaled from a topographic map and have
 DR0821.an estimated accuracy of +/- 6 seconds.
 DR0821
 DR0821.The orthometric height was determined by differential leveling
 DR0821.and adjusted by the National Geodetic Survey in June 1991..
 DR0821
 DR0821.The geoid height was determined by GEOID03.
 DR0821
 DR0821.The dynamic height is computed by dividing the NAVD 88
 DR0821.geopotential number by the normal gravity value computed on the
 DR0821.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0821.degrees latitude (g = 980.6199 gals.).
 DR0821
 DR0821.The modeled gravity was interpolated from observed gravity values.
 DR0821
 DR0821;                    North         East    Units  Estimated Accuracy
 DR0821;SPC NM E     -   230,130.      186,450.      MT  (+/- 180 meters Scaled)
 DR0821
 DR0821                          SUPERSEDED SURVEY CONTROL
 DR0821
 DR0821  NGVD 29 (??/??/92) 1104.390  (m)         3623.32   (f) ADJ UNCH    2 0
 DR0821
 DR0821.Superseded values are not recommended for survey control.
 DR0821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0821.See file dsdata.txt to determine how the superseded data were derived.
 DR0821
 DR0821_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES836599(NAD 83)
 DR0821_MARKER: DZ = AZIMUTH MARK DISK
 DR0821_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR0821_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DR0821_STAMPING: KING 1961
 DR0821_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR0821+STABILITY: SURFACE MOTION
 DR0821
 DR0821  HISTORY     - Date     Condition        Report By
 DR0821  HISTORY     - 1961     MONUMENTED       CGS
 DR0821
 DR0821                          STATION DESCRIPTION
 DR0821
 DR0821'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 DR0821'14.1 MI E FROM HAGERMAN.
 DR0821'14.1 MILES EAST ALONG STATE HIGHWAY 31 FROM THE POST OFFICE AT
 DR0821'HAGERMAN, 78.0 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 2.4 FEET
 DR0821'NORTHWEST OF A METAL WITNESS POST WITH SIGN, SET IN TOP OF A SQUARE
 DR0821'CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0822 ***********************************************************************
 DR0822  DESIGNATION -  KING RM 1
 DR0822  PID         -  DR0822
 DR0822  STATE/COUNTY-  NM/CHAVES
 DR0822  USGS QUAD   -  KING CAMP (1975)
 DR0822
 DR0822                         *CURRENT SURVEY CONTROL
 DR0822  ___________________________________________________________________
 DR0822* NAD 83(1986)-  33 04 20.     (N)    104 07 12.     (W)     SCALED    
 DR0822* NAVD 88     -      1100.243  (meters)    3609.71   (feet)  ADJUSTED  
 DR0822  ___________________________________________________________________
 DR0822  GEOID HEIGHT-         -22.83  (meters)                     GEOID03
 DR0822  DYNAMIC HT  -        1098.739 (meters)    3604.78  (feet)  COMP
 DR0822  MODELED GRAV-     979,233.3   (mgal)                       NAVD 88
 DR0822
 DR0822  VERT ORDER  -  SECOND    CLASS 0
 DR0822
 DR0822.The horizontal coordinates were scaled from a topographic map and have
 DR0822.an estimated accuracy of +/- 6 seconds.
 DR0822
 DR0822.The orthometric height was determined by differential leveling
 DR0822.and adjusted by the National Geodetic Survey in June 1991..
 DR0822
 DR0822.The geoid height was determined by GEOID03.
 DR0822
 DR0822.The dynamic height is computed by dividing the NAVD 88
 DR0822.geopotential number by the normal gravity value computed on the
 DR0822.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0822.degrees latitude (g = 980.6199 gals.).
 DR0822
 DR0822.The modeled gravity was interpolated from observed gravity values.
 DR0822
 DR0822;                    North         East    Units  Estimated Accuracy
 DR0822;SPC NM E     -   229,780.      184,920.      MT  (+/- 180 meters Scaled)
 DR0822
 DR0822                          SUPERSEDED SURVEY CONTROL
 DR0822
 DR0822  NGVD 29 (??/??/92) 1099.784  (m)         3608.21   (f) ADJ UNCH    2 0
 DR0822
 DR0822.Superseded values are not recommended for survey control.
 DR0822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0822.See file dsdata.txt to determine how the superseded data were derived.
 DR0822
 DR0822_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES821596(NAD 83)
 DR0822_MARKER: DR = REFERENCE MARK DISK
 DR0822_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR0822_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DR0822_STAMPING: KING NO 1 1961
 DR0822_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR0822+STABILITY: SURFACE MOTION
 DR0822
 DR0822  HISTORY     - Date     Condition        Report By
 DR0822  HISTORY     - 1961     MONUMENTED       CGS
 DR0822
 DR0822                          STATION DESCRIPTION
 DR0822
 DR0822'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 DR0822'13.5 MI E FROM HAGERMAN.
 DR0822'13.2 MILES EAST ALONG STATE HIGHWAY 31 FROM THE POST OFFICE AT
 DR0822'HAGERMAN, THENCE 0.3 MILE SOUTH ALONG A GRAVEL ROAD, 66.6 FEET EAST OF
 DR0822'A TRIANGULATION STATION, 8.0 FEET SOUTH OF SOUTH SECURITY FENCE, SET
 DR0822'IN TOP OF A SQUARE CONCRETE POST PROJECTING 8 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0824 ***********************************************************************
 DR0824  DESIGNATION -  KING RM 2
 DR0824  PID         -  DR0824
 DR0824  STATE/COUNTY-  NM/CHAVES
 DR0824  USGS QUAD   -  KING CAMP (1975)
 DR0824
 DR0824                         *CURRENT SURVEY CONTROL
 DR0824  ___________________________________________________________________
 DR0824* NAD 83(1986)-  33 04 20.     (N)    104 07 12.     (W)     SCALED    
 DR0824* NAVD 88     -      1100.066  (meters)    3609.13   (feet)  ADJUSTED  
 DR0824  ___________________________________________________________________
 DR0824  GEOID HEIGHT-         -22.83  (meters)                     GEOID03
 DR0824  DYNAMIC HT  -        1098.563 (meters)    3604.20  (feet)  COMP
 DR0824  MODELED GRAV-     979,233.3   (mgal)                       NAVD 88
 DR0824
 DR0824  VERT ORDER  -  SECOND    CLASS 0
 DR0824
 DR0824.The horizontal coordinates were scaled from a topographic map and have
 DR0824.an estimated accuracy of +/- 6 seconds.
 DR0824
 DR0824.The orthometric height was determined by differential leveling
 DR0824.and adjusted by the National Geodetic Survey in June 1991..
 DR0824
 DR0824.The geoid height was determined by GEOID03.
 DR0824
 DR0824.The dynamic height is computed by dividing the NAVD 88
 DR0824.geopotential number by the normal gravity value computed on the
 DR0824.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0824.degrees latitude (g = 980.6199 gals.).
 DR0824
 DR0824.The modeled gravity was interpolated from observed gravity values.
 DR0824
 DR0824;                    North         East    Units  Estimated Accuracy
 DR0824;SPC NM E     -   229,780.      184,920.      MT  (+/- 180 meters Scaled)
 DR0824
 DR0824                          SUPERSEDED SURVEY CONTROL
 DR0824
 DR0824  NGVD 29 (??/??/92) 1099.608  (m)         3607.63   (f) ADJ UNCH    2 0
 DR0824
 DR0824.Superseded values are not recommended for survey control.
 DR0824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0824.See file dsdata.txt to determine how the superseded data were derived.
 DR0824
 DR0824_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES821596(NAD 83)
 DR0824_MARKER: DR = REFERENCE MARK DISK
 DR0824_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR0824_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DR0824_STAMPING: KING NO 2 1961
 DR0824_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR0824+STABILITY: SURFACE MOTION
 DR0824
 DR0824  HISTORY     - Date     Condition        Report By
 DR0824  HISTORY     - 1961     MONUMENTED       CGS
 DR0824
 DR0824                          STATION DESCRIPTION
 DR0824
 DR0824'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 DR0824'13.5 MI E FROM HAGERMAN.
 DR0824'13.2 MILES EAST ALONG STATE HIGHWAY 31 FROM THE POST OFFICE AT
 DR0824'HAGERMAN, THENCE 0.3 MILE SOUTH ALONG A GRAVEL ROAD, 69.1 FEET SOUTH
 DR0824'OF A TRIANGULATION STATION, 61.0 FEET SOUTH OF THE SOUTH SECURITY
 DR0824'FENCE, SET IN TOP OF A SQUARE CONCRETE POST PROJECTING 6 INCHES ABOVE
 DR0824'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0961 ***********************************************************************
 FO0961  DESIGNATION -  KING WM
 FO0961  PID         -  FO0961
 FO0961  STATE/COUNTY-  NM/SANTA FE
 FO0961  USGS QUAD   -  KING DRAW (1986)
 FO0961
 FO0961                         *CURRENT SURVEY CONTROL
 FO0961  ___________________________________________________________________
 FO0961* NAD 83(1992)-  35 11 57.10952(N)    106 02 48.36108(W)     ADJUSTED  
 FO0961* NAVD 88     -      1952.     (meters)    6404.     (feet)  SCALED    
 FO0961  ___________________________________________________________________
 FO0961  LAPLACE CORR-           0.18  (seconds)                    DEFLEC99
 FO0961  GEOID HEIGHT-         -19.42  (meters)                     GEOID03
 FO0961
 FO0961  HORZ ORDER  -  THIRD
 FO0961
 FO0961.The horizontal coordinates were established by classical geodetic methods
 FO0961.and adjusted by the National Geodetic Survey in December 1993..
 FO0961
 FO0961.The orthometric height was scaled from a topographic map.
 FO0961
 FO0961.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO0961
 FO0961.The geoid height was determined by GEOID03.
 FO0961
 FO0961;                    North         East     Units Scale Factor Converg.
 FO0961;SPC NM C     -   465,690.328   518,505.861   MT  0.99990422   +0 07 01.7
 FO0961;SPC NM C     - 1,527,852.35  1,701,131.31   sFT  0.99990422   +0 07 01.7
 FO0961;UTM  13      - 3,895,635.402   404,711.049   MT  0.99971190   -0 36 12.3
 FO0961
 FO0961!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO0961!SPC NM C     -   0.99969675  x   0.99990422  =   0.99960100
 FO0961!UTM  13      -   0.99969675  x   0.99971190  =   0.99940874
 FO0961
 FO0961                          SUPERSEDED SURVEY CONTROL
 FO0961
 FO0961  NAD 83(1986)-  35 11 57.11974(N)    106 02 48.36322(W) AD(       ) 3
 FO0961  NAD 27      -  35 11 56.96167(N)    106 02 46.28799(W) AD(       ) 3
 FO0961
 FO0961.Superseded values are not recommended for survey control.
 FO0961.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0961.See file dsdata.txt to determine how the superseded data were derived.
 FO0961
 FO0961_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDU0471195635(NAD 83)
 FO0961_MARKER: 66 = WINDMILL
 FO0961
 FO0961  HISTORY     - Date     Condition        Report By
 FO0961  HISTORY     - 1954     FIRST OBSERVED   USGS
 FO0961
 FO0961                          STATION DESCRIPTION
 FO0961
 FO0961'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 FO0961'STATION IS LOCATED ABOUT 5 MI. (AIRLINE) NW. OF STANLEY, NEW MEXICO,
 FO0961'IN THE NW. PART OF SEC. 12, T 11 N, R 8 E, ON THE S. SIDE OF A SMALL
 FO0961'CONCRETE WELL HOUSE, AND ON THE W. SIDE OF A CONCRETE STOCK TANK.
 FO0961'INTERSECTED FROM STATIONS CACTUS, COPPER, AND STANLEY.
 FO0961'
 FO0961'STATION MARK--CENTER OF WINDMILL.
 FO0961'
 FO0961'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI5442 ***********************************************************************
 AI5442  CBN         -  This is a Cooperative Base Network Control Station.
 AI5442  DESIGNATION -  KIOWA SEO
 AI5442  PID         -  AI5442
 AI5442  STATE/COUNTY-  NM/TAOS
 AI5442  USGS QUAD   -  ARROYO SECO (1995)
 AI5442
 AI5442                         *CURRENT SURVEY CONTROL
 AI5442  ___________________________________________________________________
 AI5442* NAD 83(1992)-  36 35 10.01947(N)    105 36 35.15628(W)     ADJUSTED  
 AI5442* NAVD 88     -      2457.9    (meters)    8064.     (feet)  GPS OBS   
 AI5442  ___________________________________________________________________
 AI5442  X           -  -1,380,255.934 (meters)                     COMP
 AI5442  Y           -  -4,940,270.179 (meters)                     COMP
 AI5442  Z           -   3,782,066.796 (meters)                     COMP
 AI5442  LAPLACE CORR-          12.73  (seconds)                    DEFLEC99
 AI5442  ELLIP HEIGHT-        2440.56  (meters)          (05/26/00) GPS OBS
 AI5442  GEOID HEIGHT-         -17.34  (meters)                     GEOID03
 AI5442
 AI5442  HORZ ORDER  -  A
 AI5442  ELLP ORDER  -  SECOND    CLASS I
 AI5442
 AI5442.The horizontal coordinates were established by GPS observations
 AI5442.and adjusted by the National Geodetic Survey in May 2000..
 AI5442
 AI5442.The orthometric height was determined by GPS observations and a
 AI5442.high-resolution geoid model.
 AI5442
 AI5442.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5442
 AI5442.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI5442
 AI5442.The ellipsoidal height was determined by GPS observations
 AI5442.and is referenced to NAD 83.
 AI5442
 AI5442.The geoid height was determined by GEOID03.
 AI5442
 AI5442;                    North         East     Units Scale Factor Converg.
 AI5442;SPC NM C     -   619,735.267   557,290.339   MT  0.99994042   +0 22 53.8
 AI5442;SPC NM C     - 2,033,248.12  1,828,376.72   sFT  0.99994042   +0 22 53.8
 AI5442;UTM  13      - 4,049,133.539   445,452.508   MT  0.99963666   -0 21 48.4
 AI5442
 AI5442!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5442!SPC NM C     -   0.99961713  x   0.99994042  =   0.99955757
 AI5442!UTM  13      -   0.99961713  x   0.99963666  =   0.99925393
 AI5442
 AI5442                          SUPERSEDED SURVEY CONTROL
 AI5442
 AI5442.No superseded survey control is available for this station.
 AI5442
 AI5442_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDA4545349134(NAD 83)
 AI5442_MARKER: DD = SURVEY DISK
 AI5442_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI5442_STAMPING: KIOWA S.E.O. 1973
 AI5442_MARK LOGO: NMHD  
 AI5442_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI5442_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI5442+STABILITY: SURFACE MOTION
 AI5442_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5442+SATELLITE: SATELLITE OBSERVATIONS - March 22, 1999
 AI5442
 AI5442  HISTORY     - Date     Condition        Report By
 AI5442  HISTORY     - 1973     MONUMENTED       LOCENG
 AI5442  HISTORY     - 19990322 GOOD             LOCENG
 AI5442
 AI5442                          STATION DESCRIPTION
 AI5442
 AI5442'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1999 (RAW)
 AI5442'THE STATION IS LOCATED ABOUT 16 MI (25.7 KM) NORTH OF TAOS, 4 MI (6.4
 AI5442'KM) SOUTHEAST OF SAN CRISTOBAL, NEAR THE ROAD LEADING TO THE
 AI5442'UNIVERSITY OF NEW MEXICO D.H. LAWRENCE RANCH.  OWNERSHIP--MR. AL
 AI5442'BEARCE, TELEPHONE 505-776-2408, PO BOX 190, SAN CRISTOBAL NM 87564. TO
 AI5442'REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 68/US HIGHWAY
 AI5442'64 WITH STATE HIGHWAYS 522 AND 150 (SKI VALLEY ROAD), ABOUT 4 MI (6.4
 AI5442'KM) NORTH OF TAOS, GO NORTH ON HIGHWAY 522 FOR ABOUT 7 MI (11.3 KM) TO
 AI5442'THE VILLAGE OF ARROYO HONDO.  CONTINUE NORTH ON HIGHWAY 522 FOR ABOUT
 AI5442'3 MI (4.8 KM) TO MILE MARKER 10.  CONTINUE NORTH ABOUT 150 M (492.1
 AI5442'FT) TO THE INTERSECTION WITH COUNTY ROAD B-009 ON THE RIGHT (THIS
 AI5442'INTERSECTION IS ALSO MARKED AS THE TURNOFF TO SAN CRISTOBAL AND THE
 AI5442'UNIVERSITY OF NEW MEXICO D.H.  LAWRENCE RANCH). TURN RIGHT, EAST, ON
 AI5442'COUNTY ROAD B-009 FOR 0.8 MI (1.3 KM) TO A ROAD FORK.  TAKE THE RIGHT
 AI5442'FORK (CONTINUING TOWARD THE D.H. LAWRENCE RANCH) AND GO 2.5 MI (4.0
 AI5442'KM) TO A POINT WHERE THE D.H. LAWRENCE RANCH ACCESS ROAD MAKES A SHARP
 AI5442'TURN TO THE RIGHT.  TURN RIGHT AND GO 40 M (131.2 FT) TO THE STATION
 AI5442'ON THE LEFT, JUST EAST OF THE ROAD. THE STATION IS SET IN THE TOP OF A
 AI5442'0.18 M (0.59 FT) SQUARE CONCRETE POST PROJECTING 0.05 M (0.16 FT)
 AI5442'ABOVE GROUND.  LOCATED ABOUT 40 M (131.2 FT) SOUTH OF A GRAVEL ROAD
 AI5442'AND ABOUT 11 M (36.1 FT) EAST OF A GRAVEL ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0342 ***********************************************************************
 FO0342  DESIGNATION -  KIRT
 FO0342  PID         -  FO0342
 FO0342  STATE/COUNTY-  NM/BERNALILLO
 FO0342  USGS QUAD   -  ALBUQUERQUE EAST (1990)
 FO0342
 FO0342                         *CURRENT SURVEY CONTROL
 FO0342  ___________________________________________________________________
 FO0342* NAD 83(1986)-  35 03 01.     (N)    106 37 19.     (W)     SCALED    
 FO0342* NAVD 88     -      1616.290  (meters)    5302.78   (feet)  ADJUSTED  
 FO0342  ___________________________________________________________________
 FO0342  GEOID HEIGHT-         -21.23  (meters)                     GEOID03
 FO0342  DYNAMIC HT  -        1614.054 (meters)    5295.44  (feet)  COMP
 FO0342  MODELED GRAV-     979,194.9   (mgal)                       NAVD 88
 FO0342
 FO0342  VERT ORDER  -  FIRST     CLASS II
 FO0342
 FO0342.This mark is at Albuquerque Int'l Airport (ABQ)
 FO0342
 FO0342.The horizontal coordinates were scaled from a topographic map and have
 FO0342.an estimated accuracy of +/- 6 seconds.
 FO0342
 FO0342.The orthometric height was determined by differential leveling
 FO0342.and adjusted by the National Geodetic Survey in June 1991..
 FO0342
 FO0342.The geoid height was determined by GEOID03.
 FO0342
 FO0342.The dynamic height is computed by dividing the NAVD 88
 FO0342.geopotential number by the normal gravity value computed on the
 FO0342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0342.degrees latitude (g = 980.6199 gals.).
 FO0342
 FO0342.The modeled gravity was interpolated from observed gravity values.
 FO0342
 FO0342;                    North         East    Units  Estimated Accuracy
 FO0342;SPC NM C     -   449,220.      466,070.      MT  (+/- 180 meters Scaled)
 FO0342
 FO0342                          SUPERSEDED SURVEY CONTROL
 FO0342
 FO0342  NGVD 29 (??/??/92) 1615.452  (m)         5300.03   (f) ADJ UNCH    1 2
 FO0342
 FO0342.Superseded values are not recommended for survey control.
 FO0342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0342.See file dsdata.txt to determine how the superseded data were derived.
 FO0342
 FO0342_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU520798(NAD 83)
 FO0342_MARKER: DD = SURVEY DISK
 FO0342_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FO0342_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FO0342_STAMPING: KAFB KIRT ECC 529987 1951
 FO0342_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO0342+STABILITY: SURFACE MOTION
 FO0342
 FO0342  HISTORY     - Date     Condition        Report By
 FO0342  HISTORY     - 1951     MONUMENTED       USE
 FO0342  HISTORY     - 1951     GOOD             NGS
 FO0342  HISTORY     - 19960108 MARK NOT FOUND   CHANCE
 FO0342
 FO0342                          STATION DESCRIPTION
 FO0342
 FO0342'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 FO0342'3.5 MI SE FROM ALBUQUERQUE.
 FO0342'1.4 MILES EAST ALONG EAST CENTRAL AVENUE FROM THE EAST CENTRAL AVENUE
 FO0342'VIADUCT AT ALBUQUERQUE, THENCE 2.1 MILES SOUTH ALONG SOUTH YALE
 FO0342'AVENUE, AT THE SOUTHEAST EDGE OF A DRY WASH, ON THE CREST OF A SANDY
 FO0342'HILL, 180 YARDS NORTH OF THE NORTHWEST CORNER OF THE MAIN BUILDING AT
 FO0342'THE ALBUQUERQUE MUNICIPAL AIRPORT, 298 FEET EAST OF THE EAST CURB OF
 FO0342'SOUTH YALE AVENUE, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 FO0342'0.2 FOOT ABOVE THE GROUND.
 FO0342
 FO0342                          STATION RECOVERY (1996)
 FO0342
 FO0342'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (MFY)
 FO0342'RECOVERY NOTE BY CHANCE 1996 MARK NOT FOUND - SEARCHED 0.5
 FO0342'PERSON-HOUR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0346 ***********************************************************************
 FO0346  DESIGNATION -  KIRTLAND 2
 FO0346  PID         -  FO0346
 FO0346  STATE/COUNTY-  NM/BERNALILLO
 FO0346  USGS QUAD   -  ALBUQUERQUE EAST (1990)
 FO0346
 FO0346                         *CURRENT SURVEY CONTROL
 FO0346  ___________________________________________________________________
 FO0346* NAD 83(1992)-  35 02 57.81227(N)    106 37 09.55264(W)     ADJUSTED  
 FO0346* NAVD 88     -      1618.61   (+/-2cm)    5310.4    (feet)  VERTCON   
 FO0346  ___________________________________________________________________
 FO0346  LAPLACE CORR-           7.68  (seconds)                    DEFLEC99
 FO0346  GEOID HEIGHT-         -21.22  (meters)                     GEOID03
 FO0346
 FO0346  HORZ ORDER  -  FIRST
 FO0346  VERT ORDER  -  THIRD (See Below)
 FO0346
 FO0346.This mark is at Albuquerque Int'l Airport (ABQ)
 FO0346
 FO0346.The horizontal coordinates were established by classical geodetic methods
 FO0346.and adjusted by the National Geodetic Survey in December 1993..
 FO0346
 FO0346.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO0346.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO0346.The vertical order pertains to the NGVD 29 superseded value.
 FO0346
 FO0346.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO0346
 FO0346.The geoid height was determined by GEOID03.
 FO0346
 FO0346;                    North         East     Units Scale Factor Converg.
 FO0346;SPC NM C     -   449,115.659   466,308.998   MT  0.99991398   -0 12 43.5
 FO0346;SPC NM C     - 1,473,473.62  1,529,882.10   sFT  0.99991398   -0 12 43.5
 FO0346;UTM  13      - 3,879,719.192   352,316.452   MT  0.99986880   -0 55 48.4
 FO0346
 FO0346!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO0346!SPC NM C     -   0.99974933  x   0.99991398  =   0.99966333
 FO0346!UTM  13      -   0.99974933  x   0.99986880  =   0.99961816
 FO0346
 FO0346|---------------------------------------------------------------------|
 FO0346| PID    Reference Object                     Distance      Geod. Az  |
 FO0346|                                                           dddmmss.s |
 FO0346| FO0348 KIRTLAND 2 RM 4                      21.180 METERS 08014     |
 FO0346| FO0349 KIRTLAND 3                           58.423 METERS 23303     |
 FO0346| CD3576 KIRTLAND 2 RM 5 RESET                29.743 METERS 25505     |
 FO0346| FO1242 AIRPORT                             424.276 METERS 2551056.7 |
 FO0346| FO1319 ALBUQUERQUE RAD STA MAST            APPROX. 2.2 KM 2752317.0 |
 FO0346| CD3577 KIRTLAND 2 RM 5                      73.375 METERS 35817     |
 FO0346| FO0347 KIRTLAND 2 RM 3                      20.162 METERS 35817     |
 FO0346|---------------------------------------------------------------------|
 FO0346
 FO0346                          SUPERSEDED SURVEY CONTROL
 FO0346
 FO0346  NAD 83(1986)-  35 02 57.81780(N)    106 37 09.55370(W) AD(       ) 1
 FO0346  NAD 27      -  35 02 57.64652(N)    106 37 07.46497(W) AD(       ) 1
 FO0346  NGVD 29 (??/??/??) 1617.79   (m)         5307.7    (f) RESET       3  
 FO0346
 FO0346.Superseded values are not recommended for survey control.
 FO0346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0346.See file dsdata.txt to determine how the superseded data were derived.
 FO0346
 FO0346_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU5231679719(NAD 83)
 FO0346_MARKER: DB = BENCH MARK DISK
 FO0346_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FO0346_SP_SET: CURB
 FO0346_STAMPING: KIRTLAND 2 1969
 FO0346_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FO0346
 FO0346  HISTORY     - Date     Condition        Report By
 FO0346  HISTORY     - 1969     MONUMENTED       CGS
 FO0346  HISTORY     - 1969     GOOD             CGS
 FO0346  HISTORY     - 1970     GOOD             NGS
 FO0346  HISTORY     - 1970     GOOD             NGS
 FO0346  HISTORY     - 1972     GOOD             NGS
 FO0346  HISTORY     - 1972     GOOD             NGS
 FO0346  HISTORY     - 19960109 MARK NOT FOUND   CHANCE
 FO0346
 FO0346                          STATION DESCRIPTION
 FO0346
 FO0346'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JLC)
 FO0346'THE STATION IS LOCATED ON THE GROUNDS OF THE ALBUQUERQUE
 FO0346'MUNICIPAL AIRPORT, ABOUT 3-1/2 MILES SOUTHEAST OF THE CENTER
 FO0346'OF ALBUQUERQUE, 1 MILE EAST OF INTERSTATE HIGHWAY 25 AND
 FO0346'1/4 MILE WEST OF THE MAIN TERMINAL BUILDING OF THE AIRPORT.
 FO0346'
 FO0346'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY
 FO0346'25 AND MILES ROAD IN ALBUQUERQUE, GO EAST ON MILES ROAD FOR
 FO0346'1.0 MILE TO A CROSSROAD.  TURN RIGHT AND GO SOUTH ON YALE
 FO0346'BOULEVARD FOR 0.55 MILE TO A SIDE ROAD LEFT LEADING TO THE
 FO0346'MAIN TERMINAL BUILDING.  CONTINUE SOUTH ON YALE BOULEVARD FOR
 FO0346'0.05 MILE TO A SIDE ROAD LEFT.***TURN LEFT, GO SOUTHEAST AND
 FO0346'EAST ON A PAVED ROAD FOR 0.25 MILE TO THE SOUTHWEST CORNER
 FO0346'OF A PAVED PARKING AREA.  TURN LEFT, GO NORTH, PASSING TO
 FO0346'THE EAST OF A GROUP OF TRANS WORLD AIRLINES FUEL TANKS FOR
 FO0346'0.05 MILE TO THE NORTHWEST CORNER OF THE PAVED PARKING AREA
 FO0346'AND THE STATION.
 FO0346'
 FO0346'THE STATION MARK IS A STANDARD DISK STAMPED KIRTLAND 2 1969,
 FO0346'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 FO0346'WHICH PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS 18 FEET
 FO0346'SOUTHWEST OF THE WEST END OF A CONCRETE CURB AT THE NORTHWEST
 FO0346'CORNER OF THE PAVED PARKING AREA, 14 FEET SOUTH OF A FENCE
 FO0346'CORNER AND 13.1 FEET WEST OF A NORTH-SOUTH WIRE FENCE.
 FO0346'
 FO0346'REFERENCE MARK 3 IS A STANDARD DISK STAMPED KIRTLAND 2 NO 3
 FO0346'1969, SET IN THE TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT
 FO0346'WHICH PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS 76.6 FEET
 FO0346'SOUTH OF A FENCE CORNER, 51.5 FEET NORTH OF A FENCE CORNER
 FO0346'AND 2.6 FEET WEST OF A WIRE FENCE.
 FO0346'
 FO0346'REFERENCE MARK 4 IS A STANDARD DISK STAMPED KIRTLAND 2 NO 4
 FO0346'1969, CEMENTED IN A DRILL HOLE IN THE NORTH CONCRETE CURB
 FO0346'AT THE NORTH EDGE OF THE PAVED PARKING AREA.  IT IS 54.8 FEET
 FO0346'EAST OF THE WEST END OF THE CONCRETE CURB AND 3.3 FEET SOUTH
 FO0346'OF A WIRE FENCE.
 FO0346'
 FO0346'AIRPORT AMAFCA IS A KOOGLE AND POULS ENGINEERING COMPANY
 FO0346'DISK STAMPED AIRPORT AMAFCA 1965, SET IN THE TOP OF AN 8-INCH
 FO0346'SQUARE CONCRETE MONUMENT FLUSH WITH THE GROUND.  IT IS 45
 FO0346'FEET SOUTH OF THE CENTER OF A GRAVELED ROAD, 27 FEET SOUTH
 FO0346'OF TELEPHONE POLE NO. 34, 7 FEET WEST OF THE WEST END OF
 FO0346'A CHAIN LINK FENCE AND 5.6 FEET WEST OF A WOODEN WITNESS
 FO0346'POST.
 FO0346'
 FO0346'***TO REACH AIRPORT AMAFCA FROM THIS POINT, GO SOUTH ON YALE
 FO0346'BOULEVARD FOR 0.05 MILE TO A SIDE ROAD RIGHT JUST BEFORE
 FO0346'REACHING THE MUSEUM OF ALBUQUERQUE.  TURN RIGHT AND GO WEST
 FO0346'ON A GRAVELED ROAD FOR 0.1 MILE TO THE MARK ON THE LEFT.
 FO0346'
 FO0346'NOTE--AIRPORT AMAFCA WAS USED AS AN AZIMUTH MARK.
 FO0346'
 FO0346'KIRTLAND 1946 WAS SEARCHED FOR AND WAS NOT RECOVERED.
 FO0346'
 FO0346'HEIGHT OF LIGHT ABOVE STATION MARK 22.3 METERS.
 FO0346
 FO0346                          STATION RECOVERY (1969)
 FO0346
 FO0346'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 FO0346'3.5 MI SE FROM ALBUQUERQUE.
 FO0346'TO REACH FROM THE JUNCTION OF INTERSTATE HIGHWAY 25 AND MILES ROAD IN
 FO0346'ALBUQUERQUE, GO EAST ON MILES ROAD FOR 1.0 MILE TO A CROSSROAD.  TURN
 FO0346'RIGHT AND GO SOUTH ON YALE BOULEVARD FOR 0.55 MILE TO A SIDE ROAD LEFT
 FO0346'LEADING TO THE MAIN TERMINAL BUILDING OF THE ALBUQUERQUE MUNICIPAL
 FO0346'AIRPORT.  CONTINUE SOUTH ON YALE BOULEVARD FOR 0.05 MILE TO A SIDE
 FO0346'ROAD LEFT.  TURN LEFT, GO SOUTHEAST AND EAST ON A PAVED ROAD FOR 0.25
 FO0346'MILE TO THE SOUTHWEST CORNER OF A PAVED PARKING AREA.  TURN LEFT, GO
 FO0346'NORTH, PASSING TO THE EAST OF A GROUP OF TRANS WORLD AIRLINES FUEL
 FO0346'TANK FOR 0.05 MILE TO THE NORTHWEST CORNER OF THE PAVED PARKING AREA
 FO0346'AND THE MARK.  IT IS STANDARD STATION MARK DISK.  SET IN THE TOP OF A
 FO0346'12-INCH CYLINDRICAL CONCRETE MUNUMENT WHICH PROJECTS 3 INCHES ABOVE
 FO0346'THE GROUND.  IT IS 18 FEET SOUTHWEST OF THE WEST END OF A CONCRETE
 FO0346'CURB AT THE NORTHWEST CORNER OF THE PAVED PARKING AREA, 14 FEET SOUTH
 FO0346'OF A FENCE CORNER AND 13.1 FEET WEST OF A NORTH-SOUTH WIRE FENCE.
 FO0346
 FO0346                          STATION RECOVERY (1970)
 FO0346
 FO0346'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 FO0346'THE STATION MARK, REFERENCE MARKS NO. 3, NO. 4 AND AZIMUTH
 FO0346'MARK WERE RECOVERED IN GOOD CONDITION AS DESCRIBED IN THE
 FO0346'1969 DESCRIPTION.  DUE TO IMPROVEMENTS ON THE AIRPORT REFERENCE
 FO0346'MARK NO. 4 HAD TO BE DESTROYED.  ONE NEW REFERENCE MARK WAS
 FO0346'SET.
 FO0346'
 FO0346'THE 1969 DESCRIPTION AND ROUTE PROCEEDING TO STATION ARE
 FO0346'ADEQUATE FOR RECOVERY.  DESCRIPTION FOR RECOVERY OF REFERENCE
 FO0346'MARK NO. 5 IS AS FOLLOWS--REFERENCE MARK NO. 5, A STANDARD
 FO0346'DISK, STAMPED KIRTLAND 2 1969 NO 5 1970, IS CEMENTED IN A
 FO0346'DRILL HOLE IN THE SOUTH CURB OF THE MEDIAN WHICH IS ON THE
 FO0346'NORTH SIDE OF THE STREET LEADING INTO THE ALBUQUERQUE SUNPORT
 FO0346'AIRPORT.  IT IS 140 FEET WEST OF THE WEST POINT OF CURB TO
 FO0346'THE TAXI ENTRANCE, AND 14 FEET NORTH OF THE CENTER LINE OF
 FO0346'THE EAST BOUND LANE.
 FO0346'
 FO0346'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ON ALBUQUERQUE
 FO0346'MUNICIPAL AIRPORT.
 FO0346
 FO0346                          STATION RECOVERY (1970)
 FO0346
 FO0346'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 FO0346'THE STATION IS LOCATED AT THE ALBUQUERQUE MUNICIPAL AIRPORT.
 FO0346'IT IS NEAR THE CENTER OF THE EMPLOYEE PARKING LOT WHICH IS
 FO0346'MID-WAY BETWEEN THE SUNPORT TERMINAL BUILDING AND THE MUSEUM.
 FO0346'
 FO0346'THE STATION MARK IS A STANDARD DISK STAMPED, KIRTLAND 2 1969.
 FO0346'IT IS SET IN THE TOP OF A 12 INCH CONCRETE MONUMENT WHICH IS
 FO0346'3 INCHES BELOW THE SURFACE OF THE PAVED AREA.  IT IS 37 FEET
 FO0346'SOUTHWEST OF THE SECOND LAMP POLE EAST OF THE WEST END, 30
 FO0346'FEET SOUTH OF THE NORTH FENCE AND 27-1/2 FEET NORTH OF THE
 FO0346'SOUTH FENCE.
 FO0346'
 FO0346'REFERENCE MARK 3 IS A STANDARD DISK STAMPED, KIRTLAND 2
 FO0346'NO 3 1969.  IT IS SET IN THE TOP OF A 12 INCH CONCRETE MONUMENT
 FO0346'WHICH IS ABOUT FLUSH WITH THE SLOPING BANK.  IT IS 2 FEET
 FO0346'LOWER THAN THE STATION AND BY A WITNESS POST AND SIGN.
 FO0346'
 FO0346'REFERENCE MARK 5 IS A STANDARD DISK STAMPED, KIRTLAND 2
 FO0346'NO 5 1969 1970.  IT IS SET IN A DRILL HOLE IN THE CONCRETE
 FO0346'BASE OF THE SECOND LAMP POLE EAST OF THE WEST END.  IT IS
 FO0346'ALONG THE SOUTH SIDE OF THE PARKING LOT.
 FO0346'
 FO0346'THE AZIMUTH MARK IS A KOOGLE AND POULS ENGINEERING COMPANY
 FO0346'DISK WHICH IS STAMPED, AIRPORT AMAFCA 1965.  IT IS SET IN
 FO0346'THE TOP OF A SMALL CONCRETE MONUMENT WHICH IS ABOUT FLUSH
 FO0346'WITH THE GROUND SURFACE.  IT IS 45 FEET SOUTH OF THE CENTER
 FO0346'OF THE GRAVELED ROAD, 27 FEET SOUTH OF TELEPHONE POLE NUMBER
 FO0346'34, 7 FEET WEST OF THE WEST END OF A CHAIN LINK FENCE AND
 FO0346'5-1/2 FEET WEST OF A WITNESS POST.
 FO0346'
 FO0346'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTHWEST
 FO0346'ABOUT 150 YARDS TO THE MUSEUM, TAKE THE GRAVELED ROAD WEST
 FO0346'FOR 0.1 MILE TO THE MARK ON THE LEFT.
 FO0346'
 FO0346'NOTE--THIS IS THE SECOND R.M. 5 FOR THIS STATION 1970 YEAR.
 FO0346'
 FO0346'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 FO0346'
 FO0346'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3-1/2 MILES
 FO0346'SOUTHEAST OF ALBUQUERQUE
 FO0346
 FO0346                          STATION RECOVERY (1972)
 FO0346
 FO0346'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 FO0346'THE STATION MARK, REFERENCE MARK 3, REFERENCE MARK 5, AND
 FO0346'AIRPORT AMAFCA 1969 (AZI. MARK) WERE RECOVERED AS DESCRIBED
 FO0346'AND FOUND IN GOOD CONDITION.  THE DISTANCE AND DIRECTION
 FO0346'TO ALL MARKS CHECKED THE PUBLISHED DATA.  OWING TO CONSTRUCTION
 FO0346'OF THE TERMINAL BUILDING AND ALL ROADS IN THE AREA THE STATION
 FO0346'WAS MOVED AT THIS TIME.  SEE DESCRIPTION OF KIRTLAND 3 1972.
 FO0346'
 FO0346'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 FO0346'
 FO0346'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT ALBUQURQUE
 FO0346'AIRPORT
 FO0346
 FO0346                          STATION RECOVERY (1972)
 FO0346
 FO0346'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 FO0346'RECOVERED IN GOOD CONDITION.
 FO0346
 FO0346                          STATION RECOVERY (1996)
 FO0346
 FO0346'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (MFY)
 FO0346'RECOVERY NOTE BY CHANCE 1996 MARK NOT FOUND - SEARCHED 0.5
 FO0346'PERSON-HOUR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0347 ***********************************************************************
 FO0347  DESIGNATION -  KIRTLAND 2 RM 3
 FO0347  PID         -  FO0347
 FO0347  STATE/COUNTY-  NM/BERNALILLO
 FO0347  USGS QUAD   -  ALBUQUERQUE EAST (1990)
 FO0347
 FO0347                         *CURRENT SURVEY CONTROL
 FO0347  ___________________________________________________________________
 FO0347* NAD 83(1986)-  35 02 57.     (N)    106 37 11.     (W)     SCALED    
 FO0347* NAVD 88     -      1618.14   (+/-2cm)    5308.8    (feet)  VERTCON   
 FO0347  ___________________________________________________________________
 FO0347  GEOID HEIGHT-         -21.22  (meters)                     GEOID03
 FO0347
 FO0347  VERT ORDER  -  THIRD (See Below)
 FO0347
 FO0347.This mark is at Albuquerque Int'l Airport (ABQ)
 FO0347
 FO0347.The horizontal coordinates were scaled from a topographic map and have
 FO0347.an estimated accuracy of +/- 6 seconds.
 FO0347
 FO0347.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO0347.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO0347.The vertical order pertains to the NGVD 29 superseded value.
 FO0347
 FO0347.The geoid height was determined by GEOID03.
 FO0347
 FO0347;                    North         East    Units  Estimated Accuracy
 FO0347;SPC NM C     -   449,090.      466,270.      MT  (+/- 180 meters Scaled)
 FO0347
 FO0347                          SUPERSEDED SURVEY CONTROL
 FO0347
 FO0347  NGVD 29 (??/??/??) 1617.31   (m)         5306.1    (f) RESET       3  
 FO0347
 FO0347.Superseded values are not recommended for survey control.
 FO0347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0347.See file dsdata.txt to determine how the superseded data were derived.
 FO0347
 FO0347_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU522796(NAD 83)
 FO0347_MARKER: DR = REFERENCE MARK DISK
 FO0347_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FO0347_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FO0347_STAMPING: KIRTAND 2 NO 3 1969
 FO0347_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO0347+STABILITY: SURFACE MOTION
 FO0347
 FO0347  HISTORY     - Date     Condition        Report By
 FO0347  HISTORY     - 1969     MONUMENTED       CGS
 FO0347  HISTORY     - 19960109 MARK NOT FOUND   CHANCE
 FO0347
 FO0347                          STATION DESCRIPTION
 FO0347
 FO0347'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 FO0347'3.5 MI SE FROM ALBUQUERQUE.
 FO0347'TO REACH FROM THE JUNCTION OF INTERSTATE HIGHWAY 25 AND MILES ROAD IN
 FO0347'ALBUQUERQUE, GO EAST ON MILES ROAD FOR 1.0 MILE TO A CROSSROAD.  TURN
 FO0347'RIGHT AND GO SOUTH ON YALE BOULEVARD FOR 0.55 MILE TO A SIDE ROAD LEFT
 FO0347'LEADING TO THE MAIN TERMINAL BUILDING OF THE ALBUQUERQUE MUNICIPAL
 FO0347'AIRPORT.  CONTINUE SOUTH ON YALE BOULEVARD FOR 0.05 MILE TO A SIDE
 FO0347'ROAD LEFT.  TURN LEFT, GO SOUTHEAST AND EAST ON A PAVED ROAD FOR 0.25
 FO0347'MILE TO THE SOUTHWEST CORNER OF A PAVED PARKING AREA.  TURN LEFT, GO
 FO0347'NORTH PASSING TO THE EAST OF A GROUP OF TRANS WORLD AIRLINES FUEL
 FO0347'TANKS FOR 0.05 MILE TO THE NORTHWEST CORNER OF THE PAVED AREA AND THE
 FO0347'MARK AS DESCRIBED.  IT IS A STANDARD REFERENCE MARK DISK, SET IN THE
 FO0347'TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS 3 INCHES
 FO0347'ABOVE THE GROUND.  IT IS 76.6 FEET SOUTH OF A FENCE CORNER, 51.5 FEET
 FO0347'NORTH OF A FENCE CORNER AND 2.6 FEET WEST OF A WIRE FENCE.
 FO0347
 FO0347                          STATION RECOVERY (1996)
 FO0347
 FO0347'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (MFY)
 FO0347'RECOVERY NOTE BY CHANCE 1996 MARK NOT FOUND - SEARCHED 0.5
 FO0347'PERSON-HOUR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0348 ***********************************************************************
 FO0348  DESIGNATION -  KIRTLAND 2 RM 4
 FO0348  PID         -  FO0348
 FO0348  STATE/COUNTY-  NM/BERNALILLO
 FO0348  USGS QUAD   -  ALBUQUERQUE EAST (1990)
 FO0348
 FO0348                         *CURRENT SURVEY CONTROL
 FO0348  ___________________________________________________________________
 FO0348* NAD 83(1986)-  35 02 57.     (N)    106 37 11.     (W)     SCALED    
 FO0348* NAVD 88     -      1619.11   (+/-2cm)    5312.0    (feet)  VERTCON   
 FO0348  ___________________________________________________________________
 FO0348  GEOID HEIGHT-         -21.22  (meters)                     GEOID03
 FO0348
 FO0348  VERT ORDER  -  THIRD (See Below)
 FO0348
 FO0348.This mark is at Albuquerque Int'l Airport (ABQ)
 FO0348
 FO0348.The horizontal coordinates were scaled from a topographic map and have
 FO0348.an estimated accuracy of +/- 6 seconds.
 FO0348
 FO0348.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO0348.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO0348.The vertical order pertains to the NGVD 29 superseded value.
 FO0348
 FO0348.The geoid height was determined by GEOID03.
 FO0348
 FO0348;                    North         East    Units  Estimated Accuracy
 FO0348;SPC NM C     -   449,090.      466,270.      MT  (+/- 180 meters Scaled)
 FO0348
 FO0348                          SUPERSEDED SURVEY CONTROL
 FO0348
 FO0348  NGVD 29 (??/??/??) 1618.28   (m)         5309.3    (f) RESET       3  
 FO0348
 FO0348.Superseded values are not recommended for survey control.
 FO0348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0348.See file dsdata.txt to determine how the superseded data were derived.
 FO0348
 FO0348_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU522796(NAD 83)
 FO0348_MARKER: DR = REFERENCE MARK DISK
 FO0348_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FO0348_SP_SET: CURB
 FO0348_STAMPING: KIRTLAND 2 NO 4 1969
 FO0348_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FO0348
 FO0348  HISTORY     - Date     Condition        Report By
 FO0348  HISTORY     - 1969     MONUMENTED       CGS
 FO0348  HISTORY     - 19960109 MARK NOT FOUND   CHANCE
 FO0348
 FO0348                          STATION DESCRIPTION
 FO0348
 FO0348'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 FO0348'3.5 MI SE FROM ALBUQUERQUE.
 FO0348'TO REACH FROM THE JUNCTION OF INTERSTATE HIGHWAY 25 AND MILES ROAD IN
 FO0348'ALBUQUERQUE, GO EAST ON MILES ROAD FOR 1.0 MILES TO A CROSSROAD. TURN
 FO0348'RIGHT AND GO SOUTH ON YALE BOULEVARD FOR 0.55 MILE TO A SIDE ROAD LEFT
 FO0348'LEADING TO THE MAIN TERMINAL BUILDING OF THE ALBUQUERQUE MUNICIPAL
 FO0348'AIRPORT.  CONTINUE SOUTH ON YALE BOULEVARD FOR 0.05 MILE TO A SIDE
 FO0348'ROAD LEFT.  TURN LEFT, GO SOUTHEAST AND EAST ON A PAVED ROAD FOR 0.25
 FO0348'MILE TO THE SOUTHWEST CORNER OF A PAVED PARKING AREA.  TURN LEFT, GO
 FO0348'NORTH  PASSING TO THE EAST OF A GROUP OF TRANS WORLD AIRLINES FUEL
 FO0348'TANKS FOR 0.05 MILE TO THE NORTHWEST CORNER OF THE PAVED PARKING AREA
 FO0348'AND THE MARK AS DESCRIBED.  IT IS A STANDARD REFERENCE MARK DISK,
 FO0348'CEMENTED IN A DRILL HOLE IN THE NORTH CONCRETE CURB AT THE NORTH EDGE
 FO0348'OF THE PAVED PARKING AREA.  IT IS 54.8 FEET EAST OF THE WEST END OF
 FO0348'THE CONCRETE CURB AND 3.3 FEET SOUTH OF A WIRE FENCE.
 FO0348
 FO0348                          STATION RECOVERY (1996)
 FO0348
 FO0348'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (MFY)
 FO0348'RECOVERY NOTE BY CHANCE 1996 MARK NOT FOUND - SEARCHED 0.5
 FO0348'PERSON-HOUR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0349 ***********************************************************************
 FO0349  DESIGNATION -  KIRTLAND 3
 FO0349  PID         -  FO0349
 FO0349  STATE/COUNTY-  NM/BERNALILLO
 FO0349  USGS QUAD   -  ALBUQUERQUE EAST (1990)
 FO0349
 FO0349                         *CURRENT SURVEY CONTROL
 FO0349  ___________________________________________________________________
 FO0349* NAD 83(1992)-  35 02 56.67271(N)    106 37 11.39498(W)     ADJUSTED  
 FO0349* NAVD 88     -      1620.8    (meters)    5318.     (feet)  VERTCON   
 FO0349  ___________________________________________________________________
 FO0349  LAPLACE CORR-           7.65  (seconds)                    DEFLEC99
 FO0349  GEOID HEIGHT-         -21.22  (meters)                     GEOID03
 FO0349
 FO0349  HORZ ORDER  -  SECOND
 FO0349
 FO0349.This mark is at Albuquerque Int'l Airport (ABQ)
 FO0349
 FO0349.The horizontal coordinates were established by classical geodetic methods
 FO0349.and adjusted by the National Geodetic Survey in December 1993..
 FO0349.No horizontal observational check was made to the station.
 FO0349
 FO0349.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO0349.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO0349
 FO0349.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO0349
 FO0349.The geoid height was determined by GEOID03.
 FO0349
 FO0349;                    North         East     Units Scale Factor Converg.
 FO0349;SPC NM C     -   449,080.717   466,262.182   MT  0.99991402   -0 12 44.6
 FO0349;SPC NM C     - 1,473,358.99  1,529,728.51   sFT  0.99991402   -0 12 44.6
 FO0349;UTM  13      - 3,879,684.842   352,269.205   MT  0.99986898   -0 55 49.4
 FO0349
 FO0349!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO0349!SPC NM C     -   0.99974898  x   0.99991402  =   0.99966302
 FO0349!UTM  13      -   0.99974898  x   0.99986898  =   0.99961799
 FO0349
 FO0349|---------------------------------------------------------------------|
 FO0349| PID    Reference Object                     Distance      Geod. Az  |
 FO0349|                                                           dddmmss.s |
 FO0349| FO0346 KIRTLAND 2                           58.423 METERS 05303     |
 FO0349| CD3579 KIRTLAND 3 RM 7                       6.765 METERS 05318     |
 FO0349| FO1242 AIRPORT                             370.811 METERS 25835     |
 FO0349| CD3578 KIRTLAND 3 RM 6                       7.574 METERS 30325     |
 FO0349|---------------------------------------------------------------------|
 FO0349
 FO0349                          SUPERSEDED SURVEY CONTROL
 FO0349
 FO0349  NAD 83(1986)-  35 02 56.67823(N)    106 37 11.39605(W) AD(       ) 2
 FO0349  NAD 27      -  35 02 56.50645(N)    106 37 09.30808(W) AD(       ) 2
 FO0349  NGVD 29 (07/19/86) 1620.0    (m)         5315.     (f) VERT ANG       
 FO0349
 FO0349.Superseded values are not recommended for survey control.
 FO0349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0349.See file dsdata.txt to determine how the superseded data were derived.
 FO0349
 FO0349_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU5226979685(NAD 83)
 FO0349_MARKER: DS = TRIANGULATION STATION DISK
 FO0349_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FO0349_SP_SET: APRON
 FO0349_STAMPING: KIRTLAND 3 1972
 FO0349_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FO0349
 FO0349  HISTORY     - Date     Condition        Report By
 FO0349  HISTORY     - 1972     MONUMENTED       NGS
 FO0349  HISTORY     - 1972     GOOD             NGS
 FO0349  HISTORY     - 19960109 MARK NOT FOUND   CHANCE
 FO0349
 FO0349                          STATION DESCRIPTION
 FO0349
 FO0349'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 FO0349'THE STATION IS LOCATED AT ALBUQURQUE AIRPORT.  IT IS ON THE
 FO0349'NORTHWEST CORNER OF THE PARKING APRON FOR AIRCRAFT.  THE
 FO0349'TERMINAL BUILDING ALL ROADS AND PARKING LOTS IN THE AREA ARE
 FO0349'UNDER CONSTRUCTION AT THIS TIME.  AFTER COMPLETION THE STATION
 FO0349'WILL BE JUST TO THE RIGHT AND BEHIND THE TERMINAL BUILDING
 FO0349'WHEN APROCHING THE AIRPORT.
 FO0349'
 FO0349'THE STATION MARK IS A STANDARD DISK STAMPED, KIRTLAND 3 1972.
 FO0349'IT IS SET IN A DRILL HOLE 22 FEET EAST OF THE WEST END OF THE
 FO0349'PARKING STRIP, 14 FEET SOUTH OF THE NORTH EDGE OF THE STRIP AND
 FO0349'FLUSH WITH THE PAVEMENT.
 FO0349'
 FO0349'REFERENCE MARK 6 IS A STANDARD DISK STAMPED, KIRTLAND 3 NO 6
 FO0349'1972.  IT IS SET IN A DRILL HOLE AT THE NORTHWEST CORNER OF THE
 FO0349'APRON WHICH IS 9 FEET SOUTHEAST OF A FENCE CORNER.
 FO0349'
 FO0349'REFERENCE MARK 7 IS A STANDARD DISK STAMPED, KIRTLAND 3 NO 7
 FO0349'1972.  IT IS SET IN A DRILL HOLE 1 FOOT SOUTH OF THE NORTH EDGE
 FO0349'OF THE PARKING STRIP, 6 FEET SOUTH OF A FENCE LINE AND 39 FEET
 FO0349'EAST OF THE NORTHWEST CORNER OF THE APRON.
 FO0349'
 FO0349'AIRPORT AMAFCA 1969 SERVES FOR AN AZIMUTH MARK, SEE DESCRIPTION
 FO0349'THEREOF.
 FO0349'
 FO0349'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 FO0349
 FO0349                          STATION RECOVERY (1972)
 FO0349
 FO0349'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 FO0349'3.6 MI SE FROM ALBUQUERQUE.
 FO0349'1.4 MILES EAST ALONG EAST CENTRAL AVENUE FROM THE EAST CENTRAL AVENUE
 FO0349'VIADUCT AT ALBUQUERQUE, LOCATED ON THE NORTHWEST CORNER OF THE AIRPORT
 FO0349'PARKING APRON AND JUST TO THE RIGHT AND BEHIND THE AIRPORT TERMINAL
 FO0349'BUILDING WHEN APPROACHING THE AIRPORT, 22 FEET EAST OF THE WEST END OF
 FO0349'THE PARKING STRIP, 14 FEET SOUTH OF THE NORTH EDGE OF THE STRIP, 24.85
 FO0349'FEET EAST-SOUTHEAST OF RM 6, 22.2 FEET SOUTHWEST OF RM 7 AND SET IN
 FO0349'THE TOP OF THE CONCRETE APRON.
 FO0349
 FO0349                          STATION RECOVERY (1996)
 FO0349
 FO0349'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (MFY)
 FO0349'RECOVERY NOTE BY CHANCE 1996 MARK NOT FOUND - SEARCHED 0.5
 FO0349'PERSON-HOUR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0345 ***********************************************************************
 FO0345  DESIGNATION -  KIRTLAND RM 2
 FO0345  PID         -  FO0345
 FO0345  STATE/COUNTY-  NM/BERNALILLO
 FO0345  USGS QUAD   -  ALBUQUERQUE EAST (1990)
 FO0345
 FO0345                         *CURRENT SURVEY CONTROL
 FO0345  ___________________________________________________________________
 FO0345* NAD 83(1986)-  35 02 55.     (N)    106 37 20.     (W)     SCALED    
 FO0345* NAVD 88     -      1617.862  (meters)    5307.94   (feet)  ADJUSTED  
 FO0345  ___________________________________________________________________
 FO0345  GEOID HEIGHT-         -21.23  (meters)                     GEOID03
 FO0345  DYNAMIC HT  -        1615.624 (meters)    5300.59  (feet)  COMP
 FO0345  MODELED GRAV-     979,194.3   (mgal)                       NAVD 88
 FO0345
 FO0345  VERT ORDER  -  FIRST     CLASS II
 FO0345
 FO0345.The horizontal coordinates were scaled from a topographic map and have
 FO0345.an estimated accuracy of +/- 6 seconds.
 FO0345
 FO0345.The orthometric height was determined by differential leveling
 FO0345.and adjusted by the National Geodetic Survey in June 1991..
 FO0345
 FO0345.The geoid height was determined by GEOID03.
 FO0345
 FO0345.The dynamic height is computed by dividing the NAVD 88
 FO0345.geopotential number by the normal gravity value computed on the
 FO0345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0345.degrees latitude (g = 980.6199 gals.).
 FO0345
 FO0345.The modeled gravity was interpolated from observed gravity values.
 FO0345
 FO0345;                    North         East    Units  Estimated Accuracy
 FO0345;SPC NM C     -   449,030.      466,040.      MT  (+/- 180 meters Scaled)
 FO0345
 FO0345                          SUPERSEDED SURVEY CONTROL
 FO0345
 FO0345  NGVD 29 (??/??/92) 1617.024  (m)         5305.19   (f) ADJ UNCH    1 2
 FO0345
 FO0345.Superseded values are not recommended for survey control.
 FO0345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0345.See file dsdata.txt to determine how the superseded data were derived.
 FO0345
 FO0345_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU520796(NAD 83)
 FO0345_MARKER: DR = REFERENCE MARK DISK
 FO0345_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FO0345_SP_SET: APRON
 FO0345_STAMPING: KIRTLAND NO 2 1946
 FO0345_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FO0345
 FO0345  HISTORY     - Date     Condition        Report By
 FO0345  HISTORY     - 1946     MONUMENTED       CGS
 FO0345  HISTORY     - 1969     GOOD             NGS
 FO0345  HISTORY     - 19960109 MARK NOT FOUND   CHANCE
 FO0345
 FO0345                          STATION DESCRIPTION
 FO0345
 FO0345'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 FO0345'IN ALBUQUERQUE MUNI AIRPORT.
 FO0345'TO REACH THE MARK FROM THE JUNCTION OF INTERSTATE HIGHWAY 25 AND MILES
 FO0345'ROAD, IN SOUTHWEST ALBUQUERQUE, GO EAST ON MILES ROAD FOR 1.0 MILE TO
 FO0345'A CROSSROAD.  TURN RIGHT AND GO SOUTH ON YALE BOULEVARD FOR 0.65 MILE
 FO0345'TO THE MARK ON THE RIGHT.  THE MARK IS A STANDARD REFERENCE MARK DISK,
 FO0345'STAMPED KIRTLAND NO 2 1969, CEMENTED IN A DRILL HOLE IN THE CONCRETE
 FO0345'APRON OF THE WEST CURB ALONG YALE BOULEVARD.  IT IS 21 FEET NORTH OF
 FO0345'THE CENTER OF A PAVED ROAD, 12 FEET WEST OF THE CENTER OF YALE
 FO0345'BOULEVARD AND 1.4 FEET EAST OF THE WEST CURB OF YALE BOULEVARD.
 FO0345
 FO0345                          STATION RECOVERY (1996)
 FO0345
 FO0345'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (MFY)
 FO0345'RECOVERY NOTE BY CHANCE 1996 MARK NOT FOUND - SEARCHED 0.5
 FO0345'PERSON-HOUR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0891 ***********************************************************************
 DR0891  DESIGNATION -  KLYNG
 DR0891  PID         -  DR0891
 DR0891  STATE/COUNTY-  NM/CHAVES
 DR0891  USGS QUAD   -  CORN RANCH (1949)
 DR0891
 DR0891                         *CURRENT SURVEY CONTROL
 DR0891  ___________________________________________________________________
 DR0891* NAD 83(1992)-  33 29 22.34261(N)    104 39 02.43978(W)     ADJUSTED  
 DR0891* NAVD 88     -      1232.37   (+/-2cm)    4043.2    (feet)  VERTCON   
 DR0891  ___________________________________________________________________
 DR0891  LAPLACE CORR-          -3.50  (seconds)                    DEFLEC99
 DR0891  GEOID HEIGHT-         -23.02  (meters)                     GEOID03
 DR0891
 DR0891  HORZ ORDER  -  FIRST
 DR0891  VERT ORDER  -  THIRD ? (See Below)
 DR0891
 DR0891.The horizontal coordinates were established by classical geodetic methods
 DR0891.and adjusted by the National Geodetic Survey in December 1993..
 DR0891
 DR0891.The NAVD 88 height was computed by applying the VERTCON shift value to
 DR0891.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DR0891.The vertical order pertains to the NGVD 29 superseded value.
 DR0891
 DR0891.The Laplace correction was computed from DEFLEC99 derived deflections.
 DR0891
 DR0891.The geoid height was determined by GEOID03.
 DR0891
 DR0891;                    North         East     Units Scale Factor Converg.
 DR0891;SPC NM E     -   276,087.948   135,510.628   MT  0.99991981   -0 10 30.4
 DR0891;SPC NM E     -   905,798.54    444,587.79   sFT  0.99991981   -0 10 30.4
 DR0891;UTM  13      - 3,705,614.074   532,450.912   MT  0.99961298   +0 11 33.9
 DR0891
 DR0891!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR0891!SPC NM E     -   0.99981018  x   0.99991981  =   0.99973000
 DR0891!UTM  13      -   0.99981018  x   0.99961298  =   0.99942323
 DR0891
 DR0891|---------------------------------------------------------------------|
 DR0891| PID    Reference Object                     Distance      Geod. Az  |
 DR0891|                                                           dddmmss.s |
 DR0891| CJ7625 KLYNG RM 1                           14.810 METERS 08439     |
 DR0891| DR0875 ROSWELL COURTHOUSE DOME             APPROX.15.8 KM 1303255.7 |
 DR0891| CJ7624 KLYNG AZ MK                                        1411318.7 |
 DR0891| CJ7626 KLYNG RM 2                           12.765 METERS 27810     |
 DR0891|---------------------------------------------------------------------|
 DR0891
 DR0891                          SUPERSEDED SURVEY CONTROL
 DR0891
 DR0891  NAD 83(1986)-  33 29 22.34698(N)    104 39 02.43518(W) AD(       ) 1
 DR0891  NAD 27      -  33 29 22.00377(N)    104 39 00.54086(W) AD(       ) 1
 DR0891  NGVD 29 (07/19/86) 1231.82   (m)         4041.4    (f) LEVELING    3  
 DR0891
 DR0891.Superseded values are not recommended for survey control.
 DR0891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0891.See file dsdata.txt to determine how the superseded data were derived.
 DR0891
 DR0891_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SET3245105614(NAD 83)
 DR0891_MARKER: DS = TRIANGULATION STATION DISK
 DR0891_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR0891
 DR0891  HISTORY     - Date     Condition        Report By
 DR0891  HISTORY     - 1935     MONUMENTED       CGS
 DR0891  HISTORY     - 1943     GOOD             CGS
 DR0891  HISTORY     - 1953     GOOD             CGS
 DR0891
 DR0891                          STATION DESCRIPTION
 DR0891
 DR0891'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 DR0891'ABOUT 9 MILES NW OF ROSWELL, IN THE W 1/2 SEC. 32, T. 9 S.,
 DR0891'R. 23 E., ON THE TOP OF A SHORT, ROCKY RIDGE ABOUT 2 MILES W
 DR0891'OF THE KLYNG RANCH.  THERE IS A CONCRETE CISTERN ABOUT 0.3 MILE
 DR0891'SE OF THE STATION.
 DR0891'
 DR0891'SURFACE AND UNDERGROUND MARKS ARE BRONZE STATION DISKS SET IN
 DR0891'CONCRETE.
 DR0891'
 DR0891'REFERENCE MARKS ARE BRONZE REFERENCE DISKS SET IN BEDROCK.
 DR0891'REFERENCE MARK 1 IS 48.59 FEET (SLOPE
 DR0891'DISTANCE) FROM THE STATION N 84 DEG 39 MIN E, AND
 DR0891'REFERENCE MARK 2 IS 41.88 FEET (SLOPE DISTANCE) FROM THE STATION
 DR0891'N 81 DEG 50 MIN W.
 DR0891'
 DR0891'AZIMUTH MARK, A BRONZE AZIMUTH DISK SET IN CONCRETE,
 DR0891'IS 63 FEET NW OF THE NW CORNER OF THE CONCRETE
 DR0891'CISTERN AND IS APPROXIMATELY 0.3 MILE FROM THE STATION
 DR0891'S 38 DEG 47 MIN E.
 DR0891'
 DR0891'TO REACH FROM THE CHAVES COUNTY COURTHOUSE IN ROSWELL, GO N
 DR0891'3.3 MILES ON U.S. HIGHWAY 70, AT THE POINT WHERE THE HIGHWAY
 DR0891'TURNS TO THE NE, CONTINUE STRAIGHT AHEAD 0.4 MILE, TURN LEFT
 DR0891'(W) ON THE PINE LODGE ROAD AND GO 5.7 MILES, CROSS A CATTLE
 DR0891'GUARD AND CONTINUE 0.5 MILE, TURN OFF THE ROAD TO THE RIGHT AND
 DR0891'GO N ON A TRAIL 1.3 MILES TO THE RANCH BUILDINGS OF MRS. C.P.
 DR0891'KLYNG, PASS TO THE W ALONG THE S SIDE OF THE BUILDINGS AND
 DR0891'CORRALS AND PICK UP A TRAIL LEADING W UP THE VALLEY, GO
 DR0891'0.7 MILE, TAKE THE RIGHT FORK AND GO 0.7 MILE, PASS TO THE N
 DR0891'OF A CONCRETE CISTERN, TURN OFF THE TRAIL TO THE RIGHT AND
 DR0891'DRIVE NW UP THE SLOPE TO THE TOP OF THE MOST PROMINENT HILL
 DR0891'AND THE STATION.
 DR0891
 DR0891                          STATION RECOVERY (1943)
 DR0891
 DR0891'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (EHB)
 DR0891'STATION AND REFERENCE MARKS RECOVERED AS DESCRIBED.  STAMPED
 DR0891'KLYNG 1935.  R.M.S ALSO STAMPED WITH NUMBER.
 DR0891'
 DR0891'EDITORS NOTE--E.H.B. DESCRIBES SAME ROUTE TO STATION AS IN
 DR0891'PUBLICATION 219, EXCEPT THAT TAKE THE RIGHT FORK AND GO 0.7
 DR0891'MILE IS OMITTED THROUGH OVERSIGHT OR DESIGN.
 DR0891
 DR0891                          STATION RECOVERY (1953)
 DR0891
 DR0891'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (LWQ)
 DR0891'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0911 ***********************************************************************
 DR0911  DESIGNATION -  KNIGHT
 DR0911  PID         -  DR0911
 DR0911  STATE/COUNTY-  NM/CHAVES
 DR0911  USGS QUAD   -  MESA SW (1982)
 DR0911
 DR0911                         *CURRENT SURVEY CONTROL
 DR0911  ___________________________________________________________________
 DR0911* NAD 83(1992)-  33 49 11.24157(N)    104 39 20.32336(W)     ADJUSTED  
 DR0911* NAVD 88     -      1300.6    (meters)    4267.     (feet)  VERTCON   
 DR0911  ___________________________________________________________________
 DR0911  LAPLACE CORR-          -2.33  (seconds)                    DEFLEC99
 DR0911  GEOID HEIGHT-         -23.21  (meters)                     GEOID03
 DR0911
 DR0911  HORZ ORDER  -  SECOND
 DR0911
 DR0911.The horizontal coordinates were established by classical geodetic methods
 DR0911.and adjusted by the National Geodetic Survey in December 1993..
 DR0911
 DR0911.The NAVD 88 height was computed by applying the VERTCON shift value to
 DR0911.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DR0911
 DR0911.The Laplace correction was computed from DEFLEC99 derived deflections.
 DR0911
 DR0911.The geoid height was determined by GEOID03.
 DR0911
 DR0911;                    North         East     Units Scale Factor Converg.
 DR0911;SPC NM E     -   312,716.296   135,163.190   MT  0.99992006   -0 10 45.8
 DR0911;SPC NM E     - 1,025,970.05    443,447.90   sFT  0.99992006   -0 10 45.8
 DR0911;UTM  13      - 3,742,228.169   531,867.473   MT  0.99961252   +0 11 30.0
 DR0911
 DR0911!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR0911!SPC NM E     -   0.99979951  x   0.99992006  =   0.99971958
 DR0911!UTM  13      -   0.99979951  x   0.99961252  =   0.99941210
 DR0911
 DR0911:                Primary Azimuth Mark                     Grid Az
 DR0911:SPC NM E     -  FIVEMILE                                 082 19 58.7
 DR0911:UTM  13      -  FIVEMILE                                 081 57 42.9
 DR0911
 DR0911|---------------------------------------------------------------------|
 DR0911| PID    Reference Object                     Distance      Geod. Az  |
 DR0911|                                                           dddmmss.s |
 DR0911| DR0909 FIVEMILE                            APPROX. 7.3 KM 0820912.9 |
 DR0911| CJ7628 KNIGHT RM 2                          14.634 METERS 14358     |
 DR0911| CJ7627 KNIGHT RM 1                          10.339 METERS 32408     |
 DR0911|---------------------------------------------------------------------|
 DR0911
 DR0911                          SUPERSEDED SURVEY CONTROL
 DR0911
 DR0911  NAD 83(1986)-  33 49 11.24689(N)    104 39 20.32051(W) AD(       ) 2
 DR0911  NAD 27      -  33 49 10.94573(N)    104 39 18.40238(W) AD(       ) 2
 DR0911  NGVD 29 (07/19/86) 1300.0    (m)         4265.     (f) VERT ANG       
 DR0911
 DR0911.Superseded values are not recommended for survey control.
 DR0911.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0911.See file dsdata.txt to determine how the superseded data were derived.
 DR0911
 DR0911_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SET3186742228(NAD 83)
 DR0911_MARKER: DD = SURVEY DISK
 DR0911_SETTING: 66 = SET IN ROCK OUTCROP
 DR0911_SP_SET: PARTIALLY EXPOSED BEDROCK
 DR0911
 DR0911  HISTORY     - Date     Condition        Report By
 DR0911  HISTORY     - 1967     MONUMENTED       USGS
 DR0911
 DR0911                          STATION DESCRIPTION
 DR0911
 DR0911'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (EGE)
 DR0911'THE STATION IS LOCATED N 15 DEG W, ABOUT 30 MI. (AIRLINE)
 DR0911'FROM ROSWELL, NEW MEXICO AND S 25 DEG W, ABOUT 7 MI. (AIRLINE)
 DR0911'FROM THE JUNCTION OF U.S. HIGHWAY 285 AND STATE HIGHWAY 20,
 DR0911'ON LAND OWNED BY A.W. JOHNSON, AND ABOUT 3.5 MI. W. OF A RANCH
 DR0911'HOUSE, ON A LOW CLEAR HILL.  STATION IS IN THE SE 1/4 OF
 DR0911'SEC. 6, T.6S., R.23E.  STATION CAN BE LOCATED ON THE ROSWELL
 DR0911'(N1-13-8) AMS 1--250,000 SERIES MAP.
 DR0911'
 DR0911'STATION MARK--A STANDARD USGS BRONZE TABLET SET IN BEDROCK
 DR0911'FLUSH WITH GROUND AND STAMPED KNIGHT ET 1967.
 DR0911'
 DR0911'REFERENCE MARK NO. 1--A STANDARD BRONZE R.M. TABLET SET IN
 DR0911'BEDROCK FLUSH WITH GROUND, NW OF STATION MARK, STAMPED KNIGHT
 DR0911'ET 1967 R.M. 1.
 DR0911'
 DR0911'REFERENCE MARK NO. 2--A STANDARD BRONZE R.M. TABLET SET IN
 DR0911'BEDROCK FLUSH WITH GROUND, SE OF STATION MARK, STAMPED KNIGHT
 DR0911'ET 1967 R.M. 2.
 DR0911'
 DR0911'STATION FIVE MILE ET 1967 IS VISIBLE FROM THE GROUND AND
 DR0911'WILL SERVE AS THE AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0691 ***********************************************************************
 EQ0691  DESIGNATION -  KNOLL
 EQ0691  PID         -  EQ0691
 EQ0691  STATE/COUNTY-  NM/TORRANCE
 EQ0691  USGS QUAD   -  WILLARD (1986)
 EQ0691
 EQ0691                         *CURRENT SURVEY CONTROL
 EQ0691  ___________________________________________________________________
 EQ0691* NAD 83(1992)-  34 37 24.63561(N)    106 04 54.35938(W)     ADJUSTED  
 EQ0691* NAVD 88     -      1893.7    (meters)    6213.     (feet)  VERTCON   
 EQ0691  ___________________________________________________________________
 EQ0691  LAPLACE CORR-           0.41  (seconds)                    DEFLEC99
 EQ0691  GEOID HEIGHT-         -19.77  (meters)                     GEOID03
 EQ0691
 EQ0691  HORZ ORDER  -  THIRD
 EQ0691
 EQ0691.The horizontal coordinates were established by classical geodetic methods
 EQ0691.and adjusted by the National Geodetic Survey in December 1993..
 EQ0691
 EQ0691.The NAVD 88 height was computed by applying the VERTCON shift value to
 EQ0691.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EQ0691
 EQ0691.The Laplace correction was computed from DEFLEC99 derived deflections.
 EQ0691
 EQ0691.The geoid height was determined by GEOID03.
 EQ0691
 EQ0691;                    North         East     Units Scale Factor Converg.
 EQ0691;SPC NM C     -   401,824.528   515,426.205   MT  0.99990293   +0 05 44.1
 EQ0691;SPC NM C     - 1,318,319.31  1,691,027.47   sFT  0.99990293   +0 05 44.1
 EQ0691;UTM  13      - 3,831,824.971   400,834.911   MT  0.99972120   -0 36 52.9
 EQ0691
 EQ0691!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EQ0691!SPC NM C     -   0.99970593  x   0.99990293  =   0.99960889
 EQ0691!UTM  13      -   0.99970593  x   0.99972120  =   0.99942721
 EQ0691
 EQ0691:                Primary Azimuth Mark                     Grid Az
 EQ0691:SPC NM C     -  P 2                                      066 38 21.1
 EQ0691:UTM  13      -  P 2                                      067 20 58.1
 EQ0691
 EQ0691|---------------------------------------------------------------------|
 EQ0691| PID    Reference Object                     Distance      Geod. Az  |
 EQ0691|                                                           dddmmss.s |
 EQ0691| EQ0030 P 2                                 APPROX. 4.0 KM 0664405.2 |
 EQ0691|---------------------------------------------------------------------|
 EQ0691
 EQ0691                          SUPERSEDED SURVEY CONTROL
 EQ0691
 EQ0691  NAD 83(1986)-  34 37 24.64306(N)    106 04 54.36012(W) AD(       ) 3
 EQ0691  NAD 27      -  34 37 24.40741(N)    106 04 52.30318(W) AD(       ) 3
 EQ0691  NGVD 29 (07/19/86) 1892.9    (m)         6210.     (f) VERT ANG       
 EQ0691
 EQ0691.Superseded values are not recommended for survey control.
 EQ0691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0691.See file dsdata.txt to determine how the superseded data were derived.
 EQ0691
 EQ0691_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDU0083531825(NAD 83)
 EQ0691_MARKER: DD = SURVEY DISK
 EQ0691_SETTING: 0 = UNSPECIFIED SETTING
 EQ0691_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EQ0691
 EQ0691  HISTORY     - Date     Condition        Report By
 EQ0691  HISTORY     - 1954     MONUMENTED       USGS
 EQ0691
 EQ0691                          STATION DESCRIPTION
 EQ0691
 EQ0691'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 EQ0691'STATION IS LOCATED ON A BARE KNOLL, ABOUT 10 MI. (AIRLINE) SW. OF
 EQ0691'ESTANCIA, 4 MI. (AIRLINE) NW. OF WILLARD, AND IN THE NE. PART OF
 EQ0691'SEC. 34, T 5 N, R 8 E.
 EQ0691'
 EQ0691'TO REACH STATION FROM THE POST OFFICE IN ESTANCIA, GO S. ON STATE
 EQ0691'HIGHWAY 41 FOR 9.2 MI., THENCE RIGHT (W.) OFF HIGHWAY ON A TRACK RD.
 EQ0691'FOR 1.2 MI. TO TOP OF KNOLL AND STATION.
 EQ0691'
 EQ0691'STATION MARK--STANDARD USGS ALUMINUM TABLET, STAMPED ---KNOLL 1954---,
 EQ0691'AND SET IN A CONCRETE POST, PROJECTING 0.4 FT. ABOVE GROUND.
 EQ0691'
 EQ0691'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0504 ***********************************************************************
 FP0504  DESIGNATION -  KNOLL
 FP0504  PID         -  FP0504
 FP0504  STATE/COUNTY-  NM/MCKINLEY
 FP0504  USGS QUAD   -  TWIN BUTTES (1979)
 FP0504
 FP0504                         *CURRENT SURVEY CONTROL
 FP0504  ___________________________________________________________________
 FP0504* NAD 83(1992)-  35 29 39.10021(N)    108 50 06.13336(W)     ADJUSTED  
 FP0504* NAVD 88     -      2118.     (meters)    6949.     (feet)  SCALED    
 FP0504  ___________________________________________________________________
 FP0504  LAPLACE CORR-           1.78  (seconds)                    DEFLEC99
 FP0504  GEOID HEIGHT-         -21.38  (meters)                     GEOID03
 FP0504
 FP0504  HORZ ORDER  -  SECOND
 FP0504
 FP0504.The horizontal coordinates were established by classical geodetic methods
 FP0504.and adjusted by the National Geodetic Survey in December 1993..
 FP0504
 FP0504.The orthometric height was scaled from a topographic map.
 FP0504
 FP0504.The Laplace correction was computed from DEFLEC99 derived deflections.
 FP0504
 FP0504.The geoid height was determined by GEOID03.
 FP0504
 FP0504;                    North         East     Units Scale Factor Converg.
 FP0504;SPC NM W     -   498,866.816   739,115.545   MT  1.00001842   -0 34 53.9
 FP0504;SPC NM W     - 1,636,698.88  2,424,914.92   sFT  1.00001842   -0 34 53.9
 FP0504;UTM  12      - 3,930,004.368   696,376.682   MT  1.00007525   +1 15 26.7
 FP0504
 FP0504!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FP0504!SPC NM W     -   0.99967103  x   1.00001842  =   0.99968945
 FP0504!UTM  12      -   0.99967103  x   1.00007525  =   0.99974626
 FP0504
 FP0504:                Primary Azimuth Mark                     Grid Az
 FP0504:SPC NM W     -  KNOLL AZ MK                              020 36 23.2
 FP0504:UTM  12      -  KNOLL AZ MK                              018 46 02.6
 FP0504
 FP0504|---------------------------------------------------------------------|
 FP0504| PID    Reference Object                     Distance      Geod. Az  |
 FP0504|                                                           dddmmss.s |
 FP0504| CD3584 KNOLL AZ MK                                        0200129.3 |
 FP0504| CD3432 GALLUP RM 3 AZIMUTH                                0614036.9 |
 FP0504| FP0510 KNOLL 2                             274.304 METERS 07618     |
 FP0504| CD3585 KNOLL RM 1                            8.160 METERS 15000     |
 FP0504| CD3586 KNOLL RM 2                           13.350 METERS 30405     |
 FP0504|---------------------------------------------------------------------|
 FP0504
 FP0504                          SUPERSEDED SURVEY CONTROL
 FP0504
 FP0504  NAD 83(1992)-  35 29 39.10058(N)    108 50 06.13395(W) AD(       ) 2
 FP0504  NAD 83(1986)-  35 29 39.10135(N)    108 50 06.13371(W) AD(       ) 2
 FP0504  NAD 27      -  35 29 39.01800(N)    108 50 03.81700(W) AD(       ) 2
 FP0504
 FP0504.Superseded values are not recommended for survey control.
 FP0504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0504.See file dsdata.txt to determine how the superseded data were derived.
 FP0504
 FP0504_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXE9637730004(NAD 83)
 FP0504_MARKER: DS = TRIANGULATION STATION DISK
 FP0504_SETTING: 66 = SET IN ROCK OUTCROP
 FP0504
 FP0504  HISTORY     - Date     Condition        Report By
 FP0504  HISTORY     - 1934     MONUMENTED       CGS
 FP0504  HISTORY     - 1936     GOOD             CGS
 FP0504  HISTORY     - 1960     GOOD             FAS
 FP0504  HISTORY     - 1966     MARK NOT FOUND   CGS
 FP0504  HISTORY     - 1971     SEE DESCRIPTION  NMHD
 FP0504  HISTORY     - 1972     SEE DESCRIPTION  NGS
 FP0504
 FP0504                          STATION DESCRIPTION
 FP0504
 FP0504'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (EBL)
 FP0504'ABOUT 5 MILES WEST-SOUTHWEST OF GALLUP, ON WESTERN AND HIGHEST
 FP0504'OF TWO BUTTES LOCALLY KNOWN AS TWIN BUTTES AND ABOUT 3/4
 FP0504'MILE SOUTH OF U.S. HIGHWAY 669 TO REACH FROM WEST CITY LIMITS
 FP0504'OF GALLUP, GO WEST 5 MILES ON U.S. HIGHWAY 66 TO ROAD GOING
 FP0504'SOUTH JUST EAST OF THE BUTTES WHICH ARE SEEN TO SOUTH, GO
 FP0504'SOUTH ON THIS ROAD 0.8 MILE, THEN UP NORTH SIDE OF BUTTE TO
 FP0504'HIGHEST POINT AND STATION SITE.  STATION, AZIMUTH AND REFERENCE
 FP0504'MARKS ARE STANDARD DISKS SET IN BEDROCK.
 FP0504'REFERENCE MARK NO. 1 IS 8.161 METERS (26.77 FEET)
 FP0504'FROM STATION S 30 DEG 59 MIN W, AND NO. 2 IS 13.357
 FP0504'METERS (43.82 FEET) FROM STATION N 55 DEG 55 MIN W.
 FP0504'IN 1934 THE AZIMUTH MARK USED WAS REFERENCE MARK NO. 3 OF
 FP0504'STATION GALLUP AND IS ABOUT 5 MILES FROM STATION
 FP0504'N 61 DEG 41 MIN E.  IN 1936 A NEW AZIMUTH
 FP0504'MARK, A STANDARD DISK SET IN BEDROCK,
 FP0504'WAS ESTABLISHED 35 FEET WEST OF THE CENTER LINE OF ROAD,
 FP0504'15 FEET WEST OF RIGHT-OF-WAY FENCE AT TOP OF KNOLL, 15
 FP0504'FEET SOUTH OF A LONE 10-INCH PINON TREE, 50 YARDS SOUTH OF
 FP0504'A TELEPHONE LINE, AND 0.5 MILE FROM STATION N 20 DEG 01 MIN E.
 FP0504'THE FOLLOWING DISTANCES AND
 FP0504'BEARINGS ARE FROM STATION--STACK AT COAL MINE WEST OF
 FP0504'GALLUP, 6 MILES, N 37 DEG 54 MIN E.  ATCHISON, TOPEKA
 FP0504'AND SANTA FE RAILWAY TANK, GALLUP, 5 MILES N 65 DEG 55 MIN E.
 FP0504'AND SAINT MARYS CATHOLIC HOSPITAL, CUPOLA,
 FP0504'GALLUP, 5 MILES, N 68 DEG 06 MIN E.
 FP0504
 FP0504                          STATION RECOVERY (1960)
 FP0504
 FP0504'RECOVERY NOTE BY FAIRCHILD AERIAL SURVEYS 1960 (JD)
 FP0504'STATION FOUND IN GOOD CONDITION.  STATION IS ON THE EASTMOST
 FP0504'OF 2 BUTTES INSTEAD OF THE WEST AS DESCRIBED.  FREEWAY CONSTRUCTION
 FP0504'IS BEING DONE TO THE NORTH OF STATION.
 FP0504
 FP0504                          STATION RECOVERY (1966)
 FP0504
 FP0504'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JC)
 FP0504'THE AZIMUTH MARK WAS RECOVERED.  THE STATION MARK, REFERENCE
 FP0504'MARKS 1 AND 2 WERE SEARCHED FOR AND NOT FOUND.
 FP0504
 FP0504                          STATION RECOVERY (1971)
 FP0504
 FP0504'RECOVERY NOTE BY NM HIGHWAY DEPT 1971
 FP0504'KNOLL - DESTROYED
 FP0504
 FP0504                          STATION RECOVERY (1972)
 FP0504
 FP0504'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 FP0504'THE TOP OF STATION KNOLL HAS BEEN REMOVED BY A GRAVEL COMPANY.
 FP0504'THE STATION IS DESTROYED.
 FP0504'
 FP0504'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES
 FP0504'WEST-SOUTHWEST OF GALLUP
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1948 ***********************************************************************
 CX1948  DESIGNATION -  KNOLL
 CX1948  PID         -  CX1948
 CX1948  STATE/COUNTY-  NM/GRANT
 CX1948  USGS QUAD   -  DWYER SE (1985)
 CX1948
 CX1948                         *CURRENT SURVEY CONTROL
 CX1948  ___________________________________________________________________
 CX1948* NAD 83(1992)-  32 35 12.38815(N)    107 49 45.34239(W)     ADJUSTED  
 CX1948* NAVD 88     -      1857.6    (meters)    6094.     (feet)  VERTCON   
 CX1948  ___________________________________________________________________
 CX1948  LAPLACE CORR-           1.58  (seconds)                    DEFLEC99
 CX1948  GEOID HEIGHT-         -23.78  (meters)                     GEOID03
 CX1948
 CX1948  HORZ ORDER  -  THIRD
 CX1948
 CX1948.The horizontal coordinates were established by classical geodetic methods
 CX1948.and adjusted by the National Geodetic Survey in December 1993..
 CX1948
 CX1948.The NAVD 88 height was computed by applying the VERTCON shift value to
 CX1948.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CX1948
 CX1948.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1948
 CX1948.The geoid height was determined by GEOID03.
 CX1948
 CX1948;                    North         East     Units Scale Factor Converg.
 CX1948;SPC NM W     -   175,932.029   830,382.232   MT  0.99991667   +0 00 07.9
 CX1948;SPC NM W     -   577,203.67  2,724,345.71   sFT  0.99991667   +0 00 07.9
 CX1948;UTM  13      - 3,609,011.374   234,431.356   MT  1.00046976   -1 31 28.8
 CX1948
 CX1948!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1948!SPC NM W     -   0.99971216  x   0.99991667  =   0.99962885
 CX1948!UTM  13      -   0.99971216  x   1.00046976  =   1.00018178
 CX1948
 CX1948                          SUPERSEDED SURVEY CONTROL
 CX1948
 CX1948  NAD 83(1986)-  32 35 12.38831(N)    107 49 45.34251(W) AD(       ) 3
 CX1948  NGVD 29 (06/12/91) 1856.8    (m)         6092.     (f) VERT ANG       
 CX1948
 CX1948.Superseded values are not recommended for survey control.
 CX1948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1948.See file dsdata.txt to determine how the superseded data were derived.
 CX1948
 CX1948_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBS3443109011(NAD 83)
 CX1948_MARKER: DD = SURVEY DISK
 CX1948_SETTING: 66 = SET IN ROCK OUTCROP
 CX1948_SP_SET: SET IN ROCK OUTCROP
 CX1948_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CX1948+STABILITY: POSITION/ELEVATION WELL
 CX1948
 CX1948  HISTORY     - Date     Condition        Report By
 CX1948  HISTORY     - 1954     MONUMENTED       USGS
 CX1948
 CX1948                          STATION DESCRIPTION
 CX1948
 CX1948'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 CX1948'LOCATED ABOUT 15.0 MI. (AIRLINE) S. OF SAN LORENZO, NEW MEXICO, AND
 CX1948'ABOUT 4.0 MI. (AIRLINE) E. OF STATE HIGHWAY NO. 61.  ON THE HIGHEST
 CX1948'PART OF A PROMINENT MOUNTAIN.
 CX1948'
 CX1948'TO REACH FROM JUNCTION OF STATE HIGHWAY NO.S 61 AND 180, NEAR SAN
 CX1948'LORENZO, NEW MEXICO, GO S. ON HIGHWAY 61, 12.2 MI. TO ENTRANCE OF
 CX1948'THE Y-BAR RANCH, GO THRU RANCH YARDS TRAVELING E. AND S. 1.2 MI. TO
 CX1948'A Y-RD., TAKE LEFT HAND FORK AND GO 500 FT. TO A CATTLEGUARD,
 CX1948'CONTINUE ON MAIN TRAVELED RD. 2.0 MI. TO A Y-RD., TAKE RIGHT FORK
 CX1948'AND GO 0.1 MI. TO A Y-RD., TAKE RIGHT FORK S. 2.7 MI. TO A WINDMILL,
 CX1948'FROM WINDMILL GO W. AND S. TO THE W. SIDE OF A PROMINENT MOUNTAIN
 CX1948'AND END OF TRUCK TRAVEL.  PACK E. TO HIGHEST PART OF MOUNTAIN AND
 CX1948'STATION SITE.
 CX1948'
 CX1948'STATION MARK--A STANDARD TABLET CEMENTED IN SOLID ROCK FLUSH WITH
 CX1948'GROUND, STAMPED---KNOLL 1954---.
 CX1948'
 CX1948'REFERENCE MARK NO. 1--A COPPER NAIL CEMENTED IN SOLID ROCK, 21.59 FT.
 CX1948'FROM STATION IN BEARING N 74 04 W.
 CX1948'
 CX1948'REFERENCE MARK NO. 2--A COPPER NAIL CEMENTED IN SOLID ROCK, 12.66 FT.
 CX1948'FROM STATION IN BEARING S 11 26 E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0510 ***********************************************************************
 FP0510  DESIGNATION -  KNOLL 2
 FP0510  PID         -  FP0510
 FP0510  STATE/COUNTY-  NM/MCKINLEY
 FP0510  USGS QUAD   -  TWIN BUTTES (1979)
 FP0510
 FP0510                         *CURRENT SURVEY CONTROL
 FP0510  ___________________________________________________________________
 FP0510* NAD 83(1992)-  35 29 41.20852(N)    108 49 55.55988(W)     ADJUSTED  
 FP0510* NAVD 88     -      2031.     (meters)    6663.     (feet)  SCALED    
 FP0510  ___________________________________________________________________
 FP0510  LAPLACE CORR-           1.82  (seconds)                    DEFLEC99
 FP0510  GEOID HEIGHT-         -21.38  (meters)                     GEOID03
 FP0510
 FP0510  HORZ ORDER  -  THIRD
 FP0510
 FP0510.The horizontal coordinates were established by classical geodetic methods
 FP0510.and adjusted by the National Geodetic Survey in December 1993..
 FP0510
 FP0510.The orthometric height was scaled from a topographic map.
 FP0510
 FP0510.The Laplace correction was computed from DEFLEC99 derived deflections.
 FP0510
 FP0510.The geoid height was determined by GEOID03.
 FP0510
 FP0510;                    North         East     Units Scale Factor Converg.
 FP0510;SPC NM W     -   498,929.089   739,382.693   MT  1.00001783   -0 34 47.8
 FP0510;SPC NM W     - 1,636,903.19  2,425,791.39   sFT  1.00001783   -0 34 47.8
 FP0510;UTM  12      - 3,930,075.187   696,641.708   MT  1.00007654   +1 15 32.9
 FP0510
 FP0510!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FP0510!SPC NM W     -   0.99968468  x   1.00001783  =   0.99970251
 FP0510!UTM  12      -   0.99968468  x   1.00007654  =   0.99976120
 FP0510
 FP0510|---------------------------------------------------------------------|
 FP0510| PID    Reference Object                     Distance      Geod. Az  |
 FP0510|                                                           dddmmss.s |
 FP0510| CD3587 KNOLL 2 RM 1                          8.413 METERS 02215     |
 FP0510| CD4044 TALL CONC STACK                                    0365931.8 |
 FP0510| FP0504 KNOLL                               274.304 METERS 25618     |
 FP0510| CD3588 KNOLL 2 RM 2                         11.340 METERS 30216     |
 FP0510|---------------------------------------------------------------------|
 FP0510
 FP0510                          SUPERSEDED SURVEY CONTROL
 FP0510
 FP0510  NAD 83(1992)-  35 29 41.20888(N)    108 49 55.56047(W) AD(       ) 3
 FP0510  NAD 83(1986)-  35 29 41.20964(N)    108 49 55.56031(W) AD(       ) 3
 FP0510  NAD 27      -  35 29 41.11472(N)    108 49 53.27138(W) AD(       ) 3
 FP0510
 FP0510.Superseded values are not recommended for survey control.
 FP0510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0510.See file dsdata.txt to determine how the superseded data were derived.
 FP0510
 FP0510_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXE9664230075(NAD 83)
 FP0510
 FP0510  HISTORY     - Date     Condition        Report By
 FP0510  HISTORY     - 1965     MONUMENTED       CGS
 FP0510  HISTORY     - 1967     SEE DESCRIPTION  CGS
 FP0510
 FP0510                          STATION DESCRIPTION
 FP0510
 FP0510'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (EP)
 FP0510'THIS STATION WAS SET IN 1965 BY A LOCAL ENGINEERING FIRM HEADED BY
 FP0510'BILL MATAYA, NO POSITION OR DESCRIPTION WAS AVAILABLE TO US.  THE
 FP0510'MARKS AND DIRECTIONS FOR SETTING THE MARK WAS OBTAINED FROM THE
 FP0510'KANSAS CITY DISTRICT OFFICE.  THE MARK WAS TRAVERSED IN FROM
 FP0510'KNOLL 1934, BY DOWN HILL TAPING.  IT IS BELIEVED THE POSITION
 FP0510'WOULD NOT HAVE BEEN TOO GOOD SO IT WAS REDETERMINED BY THIS
 FP0510'SURVEY.  THE TWO NEW RMS WERE ALSO TURNED IN, BUT THE 1936
 FP0510'AZIMUTH MARK COULD NOT BE SEEN FROM THE STATION.  ANOTHER
 FP0510'AZIMUTH WAS TURNED IN AND THIS BEING A LARGE CONCRETE STACK,
 FP0510'NORTHEAST OF THE STATION AND ABOUT 6 MILES IN DISTANCE.
 FP0510'
 FP0510'TO REACH THE STATION FROM THE ENTRANCE TO THE SENATOR CLARKE FIELD
 FP0510'GO WEST ON US 66 FOR 2.8 MILES TO A PAVED ROAD SOUTH, JUST BEFORE
 FP0510'CROSSING UNDER THE INTERSTATE HIGHWAY.  TURN LEFT, SOUTH, AND GO
 FP0510'ON PAVED AND DIRT ROAD FOR 0.75 MILE TO A DIRT ROAD RIGHT, LEADING
 FP0510'UP TO BUTTE.  TURN RIGHT, WEST, AND GO UP WINDING ROAD FOR 0.5
 FP0510'MILE TO THE TOP OF A WORKING LEVEL, AT THIS POINT TAKE A 180 DEG
 FP0510'TURN AND THE END OF TRUCK TRAVEL.  THE STATION IS SET IN
 FP0510'BEDROCK ABOUT 200 FEET NORTHEAST ALONG BEDROCK LEDGE FROM THE
 FP0510'END OF TRUCK TRAVEL AND ABOUT 50 FEET ABOVE THE ROAD GOING DOWN
 FP0510'HILL.  THE MARK IS STAMPED KNOLL 2 1965.  RM 2 IS WEST 37.20
 FP0510'FT. AND RM 1 IS 27.60 FT. NORTH OF THE STATION.
 FP0510'
 FP0510'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 FP0510'5.1 MILES SOUTHWEST OF GALLUP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0705 ***********************************************************************
 EO0705  DESIGNATION -  KNOLL ET
 EO0705  PID         -  EO0705
 EO0705  STATE/COUNTY-  NM/QUAY
 EO0705  USGS QUAD   -  CUNAVEA BASIN (1987)
 EO0705
 EO0705                         *CURRENT SURVEY CONTROL
 EO0705  ___________________________________________________________________
 EO0705* NAD 83(1992)-  34 46 11.11171(N)    103 53 18.30146(W)     ADJUSTED  
 EO0705* NAVD 88     -      1494.8    (meters)    4904.     (feet)  VERTCON   
 EO0705  ___________________________________________________________________
 EO0705  LAPLACE CORR-          -0.86  (seconds)                    DEFLEC99
 EO0705  GEOID HEIGHT-         -23.39  (meters)                     GEOID03
 EO0705
 EO0705  HORZ ORDER  -  SECOND
 EO0705
 EO0705.The horizontal coordinates were established by classical geodetic methods
 EO0705.and adjusted by the National Geodetic Survey in December 1993..
 EO0705
 EO0705.The NAVD 88 height was computed by applying the VERTCON shift value to
 EO0705.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EO0705
 EO0705.The Laplace correction was computed from DEFLEC99 derived deflections.
 EO0705
 EO0705.The geoid height was determined by GEOID03.
 EO0705
 EO0705;                    North         East     Units Scale Factor Converg.
 EO0705;SPC NM E     -   418,127.525   205,725.475   MT  0.99992953   +0 15 13.4
 EO0705;SPC NM E     - 1,371,806.72    674,951.00   sFT  0.99992953   +0 15 13.4
 EO0705;UTM  13      - 3,848,072.807   601,719.342   MT  0.99972753   +0 38 02.3
 EO0705
 EO0705!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EO0705!SPC NM E     -   0.99976908  x   0.99992953  =   0.99969863
 EO0705!UTM  13      -   0.99976908  x   0.99972753  =   0.99949667
 EO0705
 EO0705|---------------------------------------------------------------------|
 EO0705| PID    Reference Object                     Distance      Geod. Az  |
 EO0705|                                                           dddmmss.s |
 EO0705| CJ7629 KNOLL ET RM 1                        15.133 METERS 08235     |
 EO0705| EO0700 ALAMOSA ET                          APPROX. 8.9 KM 1644734.4 |
 EO0705| CJ7630 KNOLL ET RM 2                        14.222 METERS 16800     |
 EO0705|---------------------------------------------------------------------|
 EO0705
 EO0705                          SUPERSEDED SURVEY CONTROL
 EO0705
 EO0705  NAD 83(1986)-  34 46 11.11717(N)    103 53 18.29246(W) AD(       ) 2
 EO0705  NAD 27      -  34 46 10.88654(N)    103 53 16.41229(W) AD(       ) 2
 EO0705  NGVD 29 (07/19/86) 1494.1    (m)         4902.     (f) VERT ANG       
 EO0705
 EO0705.Superseded values are not recommended for survey control.
 EO0705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0705.See file dsdata.txt to determine how the superseded data were derived.
 EO0705
 EO0705_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFU0171948073(NAD 83)
 EO0705_MARKER: DD = SURVEY DISK
 EO0705_SETTING: 0 = UNSPECIFIED SETTING
 EO0705
 EO0705  HISTORY     - Date     Condition        Report By
 EO0705  HISTORY     - 1970     MONUMENTED       USGS
 EO0705
 EO0705                          STATION DESCRIPTION
 EO0705
 EO0705'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (WC)
 EO0705'THE STATION IS LOCATED SOUTH 73 DEG WEST ABOUT 9 MILES AIRLINE
 EO0705'FROM RAGLAND, NEW MEXICO.  NORTH 45 DEG WEST ABOUT 9 MILES AIRLINE
 EO0705'FROM MCALISTER, NEW MEXICO.  92 FEET NORTHEAST OF TRACK ROAD, 113
 EO0705'FEET NORTHEAST OF POWER POLE, 5 FEET NORTHWEST OF A USGS WITNESS SIGN
 EO0705'MOUNTED ON A METAL POST.  ON PROPERTY OF LAWRANCE YOUNG.
 EO0705'
 EO0705'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 18 AND 86 IN
 EO0705'RAGLAND, NEW MEXICO.  GO SOUTH ON STATE HIGHWAY 86 FOR 3.8 MILES TO
 EO0705'THE JUNCTION OF STATE HIGHWAY 156, THEN WEST ON STATE HIGHWAY 156
 EO0705'FOR 4.9 MILES TO A CROSS ROAD, THEN SOUTH ON GRADED ROAD FOR 2.0
 EO0705'MILES TO T-ROAD JUNCTION, THENCE WEST ON GRADED ROAD 0.8 MILE TO
 EO0705'YOUNGS HOUSE, TAKE TRACK ROAD NORTHWEST, WEST OF HOUSE, 0.05 MILE TO
 EO0705'A GATE, PASS THROUGH GATE AND FOLLOW TRACK ROAD NORTHWEST ALONG
 EO0705'POWER LINE 0.55 MILE TO THE STATION ON THE RIGHT, 92 FEET
 EO0705'NORTHEAST OF ROAD.
 EO0705'
 EO0705'STATION MARK IS A USGS BRONZE TABLET, SOLDERED TO A COPPER COATED
 EO0705'STEEL ROD 2.4 FEET LONG CEMENTED IN A DRILL HOLE.  CENTERED IN AN
 EO0705'ORANGEBURG TILE, 6 INCHES IN DIAMETER, 12 INCHES LONG, FILLED WITH
 EO0705'GRAVEL.  THE TABLET IS FLUSH WITH THE GROUND AND IS STAMPED KNOLL
 EO0705'ET 1970.
 EO0705'
 EO0705'REFERENCE MARK NO. 1 IS A USGS BRONZE REFERENCE MARK TABLET, SOLDERED
 EO0705'TO A COPPER COATED STEEL ROD 2.2 FEET LONG, CEMENTED IN A DRILL HOLE
 EO0705'CENTERED IN AN ORANGEBURG TILE, 6 INCHES IN DIAMETER, 12 INCHES
 EO0705'LONG, FILLED WITH GRAVEL.  THE TABLET IS FLUSH WITH THE GROUND AND
 EO0705'IS STAMPED KNOLL ET NO. 1 1970.
 EO0705'
 EO0705'REFERENCE MARK NO. 2 IS A USGS BRONZE REFERENCE MARK TABLET, SOLDERED
 EO0705'TO A COPPER COATED STEEL ROD 2.7 FEET LONG, CEMENTED IN A DRILL
 EO0705'HOLE, CENTERED IN AN ORANGEBURG TILE, 6 INCHES IN DIAMETER, 12
 EO0705'INCHES LONG, FILLED WITH GRAVEL.  THE TABLET IS FLUSH WITH THE
 EO0705'GROUND AND IS STAMPED KNOLL ET NO. 2 1970.
 EO0705'
 EO0705'STATION ALAMOSA ET 1970 IS VISIBLE FROM THE GROUND AT THIS STATION
 EO0705'AND WILL SERVE AS THE AZIMUTH MARK.
 EO0705'
 EO0705'ALL OBSERVATIONS WERE MADE FROM A STANDARD TRIPOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0736 ***********************************************************************
 GM0736  DESIGNATION -  KOEHLER RESET
 GM0736  PID         -  GM0736
 GM0736  STATE/COUNTY-  NM/COLFAX
 GM0736  USGS QUAD   -  CURTIS CAMP (1971)
 GM0736
 GM0736                         *CURRENT SURVEY CONTROL
 GM0736  ___________________________________________________________________
 GM0736* NAD 83(1992)-  36 45 58.40259(N)    104 42 05.07412(W)     ADJUSTED  
 GM0736* NAVD 88     -      2421.5    (meters)    7945.     (feet)  VERTCON   
 GM0736  ___________________________________________________________________
 GM0736  LAPLACE CORR-          -4.44  (seconds)                    DEFLEC99
 GM0736  GEOID HEIGHT-         -17.95  (meters)                     GEOID03
 GM0736
 GM0736  HORZ ORDER  -  THIRD
 GM0736
 GM0736.The horizontal coordinates were established by classical geodetic methods
 GM0736.and adjusted by the National Geodetic Survey in December 1993..
 GM0736
 GM0736.The NAVD 88 height was computed by applying the VERTCON shift value to
 GM0736.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GM0736
 GM0736.The Laplace correction was computed from DEFLEC99 derived deflections.
 GM0736
 GM0736.The geoid height was determined by GEOID03.
 GM0736
 GM0736;                    North         East     Units Scale Factor Converg.
 GM0736;SPC NM E     -   639,598.169   132,139.820   MT  0.99992239   -0 13 13.1
 GM0736;SPC NM E     - 2,098,414.99    433,528.73   sFT  0.99992239   -0 13 13.1
 GM0736;UTM  13      - 4,068,980.795   526,648.558   MT  0.99960875   +0 10 43.4
 GM0736
 GM0736!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GM0736!SPC NM E     -   0.99962295  x   0.99992239  =   0.99954536
 GM0736!UTM  13      -   0.99962295  x   0.99960875  =   0.99923184
 GM0736
 GM0736:                Primary Azimuth Mark                     Grid Az
 GM0736:SPC NM E     -  SALTPETER                                185 43 19.0
 GM0736:UTM  13      -  SALTPETER                                185 19 22.5
 GM0736
 GM0736|---------------------------------------------------------------------|
 GM0736| PID    Reference Object                     Distance      Geod. Az  |
 GM0736|                                                           dddmmss.s |
 GM0736| GM0752 SALTPETER                           APPROX.14.8 KM 1853005.9 |
 GM0736|---------------------------------------------------------------------|
 GM0736
 GM0736                          SUPERSEDED SURVEY CONTROL
 GM0736
 GM0736  NAD 83(1992)-  36 45 58.40761(N)    104 42 05.07581(W) AD(       ) 3
 GM0736  NAD 83(1986)-  36 45 58.40969(N)    104 42 05.07504(W) AD(       ) 3
 GM0736  NAD 27      -  36 45 58.28902(N)    104 42 03.09470(W) AD(       ) 3
 GM0736  NGVD 29 (07/19/86) 2420.4    (m)         7941.     (f) VERT ANG       
 GM0736
 GM0736.Superseded values are not recommended for survey control.
 GM0736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0736.See file dsdata.txt to determine how the superseded data were derived.
 GM0736
 GM0736_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEA2664968981(NAD 83)
 GM0736
 GM0736  HISTORY     - Date     Condition        Report By
 GM0736  HISTORY     - 1954     MONUMENTED       USGS
 GM0736  HISTORY     - 1954     GOOD             USGS
 GM0736
 GM0736                          STATION DESCRIPTION
 GM0736
 GM0736'DESCRIBED BY US GEOLOGICAL SURVEY 1954 (KSM)
 GM0736'RECOVERED AND REDESCRIBED AS FOLLOWS
 GM0736'
 GM0736'STATION LOCATED APPROXIMATELY 17.0 MI. (AIRLINE) SW. OF RATON,
 GM0736'APPROXIMATELY 5.0 MI. (AIRLINE) NW. OF KOEHLER (MINING COMMUNITY),
 GM0736'APPROXIMATELY 12.3 MI. (AIRLINE) N. OF COLFAX, AT THE HIGHEST POINT
 GM0736'OF THE INTERSECTION OF THREE RIDGES, WHICH FORMS A --T-- WITH STEM
 GM0736'POINT N.  THE HILL IS TIMBERED BUT LINES WERE OPENED FROM STATION
 GM0736'TO SURROUNDING STATIONS.
 GM0736'
 GM0736'TO REACH FROM RATON POST OFFICE, GO S. AND SW. 14.8 MI. ALONG U.S.
 GM0736'HIGHWAY 64 AND 85 TO Y-JUNCTION OF THE TWO HIGHWAYS, THENCE GO SW.
 GM0736'1.3 MI. ALONG HIGHWAY 64 TO JUNCTION WITH STATE HIGHWAY 246, THENCE
 GM0736'GO NW. 4.0 MI. ALONG HIGHWAY 246, LEADING TO KOEHLER (MINING
 GM0736'COMMUNITY), TO JUNCTION WITH DIRT SIDE RD., THENCE GO NW. 0.4 MI.
 GM0736'TO C - S RANCH LOCKED GATE (GET KEY OR LOCK COMBINATION FROM C - S
 GM0736'RANCH HEADQUARTERS AT CIMARRON), PASS THROUGH GATE AND CONTINUE N.
 GM0736'0.9 MI. TO WIRE GATE, CONTINUE N. 0.4 MI. TO LOCKED WOOD GATE, PASS
 GM0736'THROUGH GATE AND CONTINUE N. AND NW. 0.3 MI. TO WIRE GATE, CONTINUE
 GM0736'NW. 1.95 MI. TO WIRE GATE, CONTINUE 0.45 MI. NW. TO A DIM Y-RD. FORK,
 GM0736'LEAVE MAIN RD. AND GO W. ON DIM TRACK RD. UP CANYON 0.2 MI. TO WIRE
 GM0736'GATE, CONTINUE W. AND SW. 2.65 MI. TO WIRE GATE, CONTINUE SW. AND S.
 GM0736'3.2 MI. ALONG DIM RD. TO WIRE GATE, CONTINUE SW. 0.1 MI. TO DIM RD.
 GM0736'FORK, TAKE W. FORK AND CONTINUE S. AND SW. 0.9 MI. TO SUMMIT OF RIDGE
 GM0736'RD. AT FENCE, CONTINUE S. ALONG FENCE 4.3 MI. TO WIRE GATE, CONTINUE
 GM0736'S. ALONG RIDGE RD. 0.3 MI. TO WIRE GATE, CONTINUE S. AND SE. 0.8 MI.
 GM0736'ALONG RIDGE RD. TO RD. FORK --T-- JUNCTION, AT THE HIGHEST POINT OF
 GM0736'THE INTERSECTION OF THREE TIMBERED RIDGES, WHICH FORMS A --T-- WITH
 GM0736'STEM POINTING N. ALONG RIDGE PREVIOUSLY TRAVELED.  STATION SITE IS
 GM0736'LOCATED ON W. SIDE AND NEAR FENCE LINE, ON HIGHEST POINT OF SUMMIT.
 GM0736'
 GM0736'STATION MARK--STANDARD USGS TABLET, STAMPED ---KOEHLER 1954-- (BY
 GM0736'K. S. MCLEAN), CEMENTED IN THE TOP OF SANDSTONE 26 X 10 X 5 IN.
 GM0736'PROJECTING 4 IN. ABOVE GROUND.
 GM0736'
 GM0736'REFERENCE MARK NO. 1--CHISELED CROSS, ON SANDSTONE PROJECTING 0.25
 GM0736'FT. ABOVE GROUND, LOCATED 26.20 FT. FROM STATION MARK,
 GM0736'S 84 DEG 06 MIN E.
 GM0736'
 GM0736'REFERENCE MARK NO. 2--A 1/2 IN. STEEL PIPE, PROJECTING 0.1 FT. ABOVE
 GM0736'GROUND, LOCATED NEAR FENCE AND 17.35 FT. FROM STATION MARK,
 GM0736'S 77 DEG 22 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0657 ***********************************************************************
 GN0657  DESIGNATION -  KUTZ
 GN0657  PID         -  GN0657
 GN0657  STATE/COUNTY-  NM/SAN JUAN
 GN0657  USGS QUAD   -  EAST FORK KUTZ CANYON (1985)
 GN0657
 GN0657                         *CURRENT SURVEY CONTROL
 GN0657  ___________________________________________________________________
 GN0657* NAD 83(1992)-  36 31 54.24850(N)    107 57 32.29191(W)     ADJUSTED  
 GN0657* NAVD 88     -      1994.67   (+/-2cm)    6544.2    (feet)  VERTCON   
 GN0657  ___________________________________________________________________
 GN0657  LAPLACE CORR-           2.06  (seconds)                    DEFLEC99
 GN0657  GEOID HEIGHT-         -20.97  (meters)                     GEOID03
 GN0657
 GN0657  HORZ ORDER  -  SECOND
 GN0657  VERT ORDER  -  THIRD ? (See Below)
 GN0657
 GN0657.The horizontal coordinates were established by classical geodetic methods
 GN0657.and adjusted by the National Geodetic Survey in December 1993..
 GN0657
 GN0657.The NAVD 88 height was computed by applying the VERTCON shift value to
 GN0657.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GN0657.The vertical order pertains to the NGVD 29 superseded value.
 GN0657
 GN0657.The Laplace correction was computed from DEFLEC99 derived deflections.
 GN0657
 GN0657.The geoid height was determined by GEOID03.
 GN0657
 GN0657;                    North         East     Units Scale Factor Converg.
 GN0657;SPC NM W     -   613,528.046   818,749.605   MT  0.99991823   -0 04 29.2
 GN0657;SPC NM W     - 2,012,883.26  2,686,181.00   sFT  0.99991823   -0 04 29.2
 GN0657;UTM  13      - 4,047,002.467   235,082.241   MT  1.00046475   -1 45 44.7
 GN0657;UTM  12      - 4,047,231.729   772,266.626   MT  1.00051340   +1 48 40.8
 GN0657
 GN0657!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GN0657!SPC NM W     -   0.99969034  x   0.99991823  =   0.99960860
 GN0657!UTM  13      -   0.99969034  x   1.00046475  =   1.00015495
 GN0657!UTM  12      -   0.99969034  x   1.00051340  =   1.00020358
 GN0657
 GN0657:                Primary Azimuth Mark                     Grid Az
 GN0657:SPC NM W     -  BLOOMFIELD MTN STS TT MICRO TR           088 00 55.1
 GN0657:UTM  13      -  BLOOMFIELD MTN STS TT MICRO TR           089 42 10.6
 GN0657:UTM  12      -  BLOOMFIELD MTN STS TT MICRO TR           086 07 45.1
 GN0657
 GN0657|---------------------------------------------------------------------|
 GN0657| PID    Reference Object                     Distance      Geod. Az  |
 GN0657|                                                           dddmmss.s |
 GN0657| GN0656 BLOOMFIELD MTN STS TT MICRO TR      APPROX. 6.6 KM 0875625.9 |
 GN0657| CD4475 KUTZ RM 1                             8.131 METERS 11251     |
 GN0657| GN0663 9 ARD                               385.276 METERS 14350     |
 GN0657| GN0662 KUTZ AZ MK                          APPROX. 0.7 KM 1503645.7 |
 GN0657| CD4476 KUTZ RM 2                             7.232 METERS 23636     |
 GN0657|---------------------------------------------------------------------|
 GN0657
 GN0657                          SUPERSEDED SURVEY CONTROL
 GN0657
 GN0657  NAD 83(1992)-  36 31 54.24553(N)    107 57 32.29552(W) AD(       ) 2
 GN0657  NAD 83(1986)-  36 31 54.24316(N)    107 57 32.29891(W) AD(       ) 2
 GN0657  NAD 27      -  36 31 54.21000(N)    107 57 30.06420(W) AD(       ) 2
 GN0657  NGVD 29 (07/19/86) 1993.62   (m)         6540.7    (f) LEVELING    3  
 GN0657
 GN0657.Superseded values are not recommended for survey control.
 GN0657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0657.See file dsdata.txt to determine how the superseded data were derived.
 GN0657
 GN0657_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBA3508247002(NAD 83)
 GN0657_MARKER: DS = TRIANGULATION STATION DISK
 GN0657_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GN0657
 GN0657  HISTORY     - Date     Condition        Report By
 GN0657  HISTORY     - 1960     MONUMENTED       CGS
 GN0657  HISTORY     - 1975     GOOD             NGS
 GN0657  HISTORY     - 1979     GOOD             NGS
 GN0657
 GN0657                          STATION DESCRIPTION
 GN0657
 GN0657'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (HWK)
 GN0657'THE STATION IS APPROXIMATELY 12 MILES SOUTH OF BLOOMFIELD,
 GN0657'10-1/2 MILES NORTHWEST OF HUERFANO, ON A SAGEBRUSH COVERED KNOLL
 GN0657'ALONG THE EAST SIDE OF STATE HIGHWAY 44.
 GN0657'
 GN0657'TO REACH THE STATION FROM THE HUERFANO TRADING POST, GO NORTHWEST
 GN0657'ON STATE HIGHWAY 44 FOR 8.3 MILES TO A SIDE ROAD ON THE RIGHT.
 GN0657'CONTINUE STRAIGHT AHEAD ON HIGHWAY 44 FOR 1.8 MILE TO THE AZIMUTH
 GN0657'MARK ON THE LEFT.  CONTINUE STRAIGHT AHEAD 0.2 MILE TO 9 ARD
 GN0657'ON THE RIGHT JUST NORTHEAST OF THE HIGHWAY RIGHT-OF-WAY.
 GN0657'CONTINUE ON HIGHWAY 44 FOR 0.3 MILE TO THE SUMMIT OF SMALL KNOLL
 GN0657'AND THE STATION ON THE RIGHT.
 GN0657'
 GN0657'STATION MARKS ARE STANDARD DISKS STAMPED KUTZ 1960.  THE SURFACE
 GN0657'DISK IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.
 GN0657'IT IS 175 FEET NORTH OF THE CENTER OF HIGHWAY 44, 24 FEET
 GN0657'NORTHEAST OF A TELEPHONE POLE AND 5 FEET SOUTH OF A METAL
 GN0657'WITNESS POST.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS
 GN0657'OF CONCRETE 30 INCHES BELOW THE SURFACE OF THE GROUND.
 GN0657'
 GN0657'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED KUTZ NO 1 1960,
 GN0657'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.
 GN0657'IT IS 49 FEET NORTHEAST OF THE TELEPHONE POLE.
 GN0657'
 GN0657'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED KUTZ NO 2 1960,
 GN0657'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.
 GN0657'IT IS 152 FEET NORTH OF THE CENTER OF HIGHWAY 44 AND 7 FEET
 GN0657'EAST OF THE TELEPHONE POLE.
 GN0657'
 GN0657'AZIMUTH MARK IS A STANDARD DISK STAMPED KUTZ 1960, SET IN A
 GN0657'SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS 65 FEET
 GN0657'SOUTHWEST OF THE CENTER OF HIGHWAY 44, 2.7 FEET NORTHWEST OF
 GN0657'A METAL WITNESS POST AND APPROXIMATELY 0.5 MILE NORTHWEST OF A
 GN0657'FENCE CORNER.
 GN0657'
 GN0657'BM 9 ARD IS A STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK DISK
 GN0657'STAMPED 9 ARD 1956 6501 SET IN AN 8-INCH SQUARE CONCRETE POST
 GN0657'WHICH PROJECTS 12 INCHES.  IT IS 178 FEET NORTHEAST OF THE CENTER
 GN0657'OF HIGHWAY 44, 55 FEET SOUTHEAST OF A TELEPHONE POLE AND 5 FEET
 GN0657'NORTH OF A WOOD WITNESS POST.
 GN0657'
 GN0657'NOTE--REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
 GN0657
 GN0657                          STATION RECOVERY (1975)
 GN0657
 GN0657'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CWW)
 GN0657'STATION, AZIMUTH MARK AND R.M.S RECOVERED AS DESCRIBED.  DISTANCE
 GN0657'TO R.M. 1, 26.68 FEET.  TO R.M. 2, 23.72 FEET.
 GN0657
 GN0657                          STATION RECOVERY (1979)
 GN0657
 GN0657'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 GN0657'STATION RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.  DISTANCE AND
 GN0657'DIRECTION TO MARKS CHECKED FAVORABLY.
 GN0657'
 GN0657'STATION IS REACHED FROM THE JUNCTION OF U.S. HIGHWAY 64 AND STATE
 GN0657'HIGHWAY 44 IN BLOOMFIELD, GO SOUTHERLY ON HIGHWAY 44 FOR 12.55 MILES
 GN0657'TO COUNTY ROAD A 74 ON RIGHT, CONTINUE ON HIGHWAY 44 FOR 0.15 MILE
 GN0657'TO THE THRIFT STORE ON RIGHT, CONTINUE ON HIGHWAY 44 FOR 1.2 MILES TO
 GN0657'THE STATION ON LEFT, AS DESCRIBED, CONTINUE ON HIGHWAY 44 FOR 0.25
 GN0657'MILES TO BENCH MARK GARD NSGS ON LEFT, AS DESCRIBED, CONTINUE ON
 GN0657'HIGHWAY 44 FOR 0.25 MILE TO THE AZIMUTH MARK ON ON RIGHT, AS
 GN0657'DESCRIBED.
 GN0657'
 GN0657'STATION IS A STANDARD STATION MARK DISK, STAMPED---KUTZ 1960---SET
 GN0657'IN THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTING ABOUT 6 INCHES,
 GN0657'174 FEET NORTH OF HIWAY 44, 74 FEET NORTH OF A FENCE, 4.8 FEET
 GN0657'EAST OF A METAL WITNESS POST, 2.4 FEET WEST OF A METAL WITNESS
 GN0657'POST.
 GN0657'
 GN0657'REFERENCE MARK 1 IS A STANDARD REFERENCE MARK DISK, STAMPED---KUTZ NO
 GN0657'1 1960---SET IN THE TOP OF SQUARE CONCRETE MONUMENT PROJECTING
 GN0657'ABOUT 6 INCHES, 86 FEET NORTH OF THE FENCE, 30 FEET EAST-NORTHEAST OF
 GN0657'A METAL WITNESS POST, 24.0 FEET EAST-NORTHEAST OF A METAL WITNESS
 GN0657'POST.
 GN0657'
 GN0657'REFERENCE MARK 2 IS A STANDARD REFERENCE MARK DISK, STAMPED---KUTZ NO
 GN0657'2 1960---SET IN THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTING
 GN0657'ABOUT 4 INCHES, 52 FEET NORTH OF THE FENCE, 25.0 FEET SOUTH OF A
 GN0657'METAL WITNESS POST, 24.7 SOUTH OF A METAL WITNESS POST.
 GN0657'
 GN0657'AZIMUTH MARK IS A STANDARD AZIMUTH MARK DISK, STAMPED---KUTZ
 GN0657'1960---SET IN THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTING ABOUT
 GN0657'4 INCHES 65 FEET SOUTHWEST OF HIGHWAY 44, 35 FEET NORTHEAST OF A
 GN0657'FENCE, 2.9 FEET NORTHWEST OF A METAL WITNESS POST.
 GN0657'
 GN0657'BM 9 ARD IS A STANDARD U.S. GEOLOGICAL BENCH MARK DISK,
 GN0657'STAMPED---9 ARD 1956 6501---SET IN THE TOP OF A SQUARE CONCRETE
 GN0657'MONUMENT.  PROJECTING ABOUT 11 INCHES, 178 FEET NORTH OF HIGHWAY
 GN0657'44, 75 FEET NORTH OF FENCE, 3 FEET WEST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1647 ***********************************************************************
 CX1647  DESIGNATION -  L
 CX1647  PID         -  CX1647
 CX1647  STATE/COUNTY-  NM/DONA ANA
 CX1647  USGS QUAD   -  WHITE SANDS (1955)
 CX1647
 CX1647                         *CURRENT SURVEY CONTROL
 CX1647  ___________________________________________________________________
 CX1647* NAD 83(1992)-  32 24 06.46785(N)    106 22 44.30418(W)     ADJUSTED  
 CX1647* NAVD 88     -      1213.94   (+/-2cm)    3982.7    (feet)  VERTCON   
 CX1647  ___________________________________________________________________
 CX1647  LAPLACE CORR-           0.27  (seconds)                    DEFLEC99
 CX1647  GEOID HEIGHT-         -23.73  (meters)                     GEOID03
 CX1647
 CX1647  HORZ ORDER  -  FIRST
 CX1647  VERT ORDER  -  THIRD ? (See Below)
 CX1647
 CX1647.The horizontal coordinates were established by classical geodetic methods
 CX1647.and adjusted by the National Geodetic Survey in December 1993..
 CX1647
 CX1647.The NAVD 88 height was computed by applying the VERTCON shift value to
 CX1647.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CX1647.The vertical order pertains to the NGVD 29 superseded value.
 CX1647
 CX1647.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1647
 CX1647.The geoid height was determined by GEOID03.
 CX1647
 CX1647;                    North         East     Units Scale Factor Converg.
 CX1647;SPC NM C     -   155,425.246   487,867.555   MT  0.99990181   -0 04 08.8
 CX1647;SPC NM C     -   509,924.33  1,600,612.14   sFT  0.99990181   -0 04 08.8
 CX1647;UTM  13      - 3,585,809.591   370,314.432   MT  0.99980740   -0 44 20.5
 CX1647
 CX1647!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1647!SPC NM C     -   0.99981316  x   0.99990181  =   0.99971499
 CX1647!UTM  13      -   0.99981316  x   0.99980740  =   0.99962060
 CX1647
 CX1647|---------------------------------------------------------------------|
 CX1647| PID    Reference Object                     Distance      Geod. Az  |
 CX1647|                                                           dddmmss.s |
 CX1647| CC6805 L RM 1                                6.622 METERS 00058     |
 CX1647| CC6806 L RM 2                                6.983 METERS 26721     |
 CX1647| CX1649 DITT                                343.525 METERS 30356     |
 CX1647| CX1648 SAM                                 431.646 METERS 3493232.3 |
 CX1647|---------------------------------------------------------------------|
 CX1647
 CX1647                          SUPERSEDED SURVEY CONTROL
 CX1647
 CX1647  NAD 83(1986)-  32 24 06.47382(N)    106 22 44.30299(W) AD(       ) 1
 CX1647  NAD 27      -  32 24 06.13681(N)    106 22 42.33589(W) AD(       ) 1
 CX1647  NGVD 29 (07/19/86) 1213.34   (m)         3980.8    (f) LEVELING    3  
 CX1647
 CX1647.Superseded values are not recommended for survey control.
 CX1647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1647.See file dsdata.txt to determine how the superseded data were derived.
 CX1647
 CX1647_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR7031485810(NAD 83)
 CX1647_MARKER: DD = SURVEY DISK
 CX1647_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 CX1647+WITH SETTING: PAVEMENT
 CX1647
 CX1647  HISTORY     - Date     Condition        Report By
 CX1647  HISTORY     - 1967     MONUMENTED       DMA
 CX1647
 CX1647                          STATION DESCRIPTION
 CX1647
 CX1647'DESCRIBED BY DEFENSE MAP AGENCY 1967 (JCC)
 CX1647'STATION IS LOCATED ON THE WHITE SANDS MISSILE RANGE ABOUT 6.5 MILES
 CX1647'EAST OF THE RANGE HEADQUARTERS, 0.2 MILE NORTH OF WSMR ROUTE 2 AND
 CX1647'ABOUT 160 YARDS NORTH OF THE ARMY BLOCKHOUSE.
 CX1647'
 CX1647'STATION IS REACHED AS FOLLOWS--FROM THE JUNCTION OF WSMR 7 AND WSMR
 CX1647'2, ON THE EAST SIDE OF RANGE HEADQUARTERS, FOLLOW WSMR 2 EASTERLY 5.7
 CX1647'MILES TO A FORK.  CONTINUE STRAIGHT AHEAD, ON THE LEFT FORK, 0.65
 CX1647'MILES TO THE ENTRANCE TO THE ARMY BLOCKHOUSE ON THE LEFT.  TURN
 CX1647'LEFT, PASS THROUGH GATE AND GO 0.1 MILE.  TAKE LEFT FORK AND FOLLOW
 CX1647'ROAD WEST THEN NORTH 0.2 MILE TO STATION AT THE NORTH END OF A
 CX1647'LARGE CONCRETE PAD.
 CX1647'
 CX1647'STATION, STAMPED L, IS A STANDARD WSPG BRONZE DISK CEMENTED IN A
 CX1647'DRILL HOLE IN A CONCRETE PAD.  IT IS 124.0 FEET NORTHEAST OF A LIGHT
 CX1647'POLE, 95.2 FEET NORTHWEST OF A LIGHT POLE, 59.5 FEET EAST SOUTHEAST
 CX1647'OF THE NORTHWEST CORNER OF THE PAD 25.0 FEET SOUTH OF THE NORTH
 CX1647'EDGE OF THE PAD.
 CX1647'
 CX1647'R. M. NO. 1, STAMPED L NO 1 1965, IS A STANDARD USC AND GS BRONZE
 CX1647'DISK CEMENTED IN A DRILL HOLE IN THE CONCRETE PAD.  IT IS 162.2 FEET
 CX1647'WEST OF THE NORTHEAST CORNER OF THE PAD, 54.3 FEET EAST OF THE
 CX1647'NORTHWEST CORNER OF THE PAD, 3.5 FEET SOUTH OF THE NORTH EDGE OF
 CX1647'THE PAD AND ABOUT THE SAME ELEVATION AS THE STATION.
 CX1647'
 CX1647'R. M. NO. 2, STAMPED L NO 2 1965, IS A STANDARD USC AND GS BRONZE
 CX1647'DISK CEMENTED IN A DRILL HOLE IN THE PAD.  IT IS 106.8 FEET NORTHEAST
 CX1647'OF A LIGHT POLE, 40.9 FEET SOUTHEAST OF THE NORTHWEST CORNER OF
 CX1647'THE PAD, 36.0 FEET EAST OF THE WEST EDGE OF THE PAD AND ABOUT
 CX1647'THE SAME ELEVATION AS THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0061 ***********************************************************************
 CW0061  DESIGNATION -  L 10
 CW0061  PID         -  CW0061
 CW0061  STATE/COUNTY-  NM/EDDY
 CW0061  USGS QUAD   -  DAYTON (1975)
 CW0061
 CW0061                         *CURRENT SURVEY CONTROL
 CW0061  ___________________________________________________________________
 CW0061* NAD 83(1986)-  32 44 27.     (N)    104 23 09.     (W)     SCALED    
 CW0061* NAVD 88     -      1027.378  (meters)    3370.66   (feet)  POSTED    
 CW0061  ___________________________________________________________________
 CW0061  GEOID HEIGHT-         -23.27  (meters)                     GEOID03
 CW0061  DYNAMIC HT  -        1025.950 (meters)    3365.97  (feet)  COMP
 CW0061  MODELED GRAV-     979,211.9   (mgal)                       NAVD 88
 CW0061
 CW0061  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 CW0061
 CW0061.The horizontal coordinates were scaled from a topographic map and have
 CW0061.an estimated accuracy of +/- 6 seconds.
 CW0061
 CW0061.The orthometric height was determined by differential leveling
 CW0061.and adjusted by the National Geodetic Survey in 1992..
 CW0061.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 CW0061.rate of 0.0 thru 1.0 mm/km.
 CW0061
 CW0061.The geoid height was determined by GEOID03.
 CW0061
 CW0061.The dynamic height is computed by dividing the NAVD 88
 CW0061.geopotential number by the normal gravity value computed on the
 CW0061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0061.degrees latitude (g = 980.6199 gals.).
 CW0061
 CW0061.The modeled gravity was interpolated from observed gravity values.
 CW0061
 CW0061;                    North         East    Units  Estimated Accuracy
 CW0061;SPC NM E     -   193,020.      160,080.      MT  (+/- 180 meters Scaled)
 CW0061
 CW0061                          SUPERSEDED SURVEY CONTROL
 CW0061
 CW0061.No superseded survey control is available for this station.
 CW0061
 CW0061_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES575227(NAD 83)
 CW0061_MARKER: X = CHISELED CROSS
 CW0061_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CW0061_SP_SET: ABUTMENT
 CW0061_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CW0061
 CW0061  HISTORY     - Date     Condition        Report By
 CW0061  HISTORY     - UNK      MONUMENTED       CGS
 CW0061  HISTORY     - 1957     MARK NOT FOUND   NGS
 CW0061  HISTORY     - 1982     MARK NOT FOUND   NGS
 CW0061
 CW0061                          STATION DESCRIPTION
 CW0061
 CW0061'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 CW0061'1.0 MI N FROM DAYTON.
 CW0061'1.0 MILE NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 CW0061'THE STATION AT DAYTON, EDDY COUNTY, AT A BRIDGE OVER PENASCO RIVER,
 CW0061'AND ON THE TOP OF THE SOUTHEAST ABUTMENT.  A CHISELED SQUARE.  NOTE--
 CW0061'THE BRIDGE HAS BEEN RAISED AND THE MARK IS BELIEVED TO BE UNDER THE
 CW0061'NEW CONCRETE WHICH WAS POURED ON THE TOP OF THE OLD ABUTMENT.
 CW0061
 CW0061                          STATION RECOVERY (1982)
 CW0061
 CW0061'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CW0061'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0546 ***********************************************************************
 CW0546  DESIGNATION -  L 100
 CW0546  PID         -  CW0546
 CW0546  STATE/COUNTY-  NM/OTERO
 CW0546  USGS QUAD   -  ROGERS RUINS (1965)
 CW0546
 CW0546                         *CURRENT SURVEY CONTROL
 CW0546  ___________________________________________________________________
 CW0546* NAD 83(1986)-  32 42 35.     (N)    105 40 13.     (W)     SCALED    
 CW0546* NAVD 88     -      2571.582  (meters)    8436.93   (feet)  ADJUSTED  
 CW0546  ___________________________________________________________________
 CW0546  GEOID HEIGHT-         -20.34  (meters)                     GEOID03
 CW0546  DYNAMIC HT  -        2567.247 (meters)    8422.71  (feet)  COMP
 CW0546  MODELED GRAV-     978,857.9   (mgal)                       NAVD 88
 CW0546
 CW0546  VERT ORDER  -  SECOND    CLASS 0
 CW0546
 CW0546.The horizontal coordinates were scaled from a topographic map and have
 CW0546.an estimated accuracy of +/- 6 seconds.
 CW0546
 CW0546.The orthometric height was determined by differential leveling
 CW0546.and adjusted by the National Geodetic Survey in June 1991..
 CW0546
 CW0546.The geoid height was determined by GEOID03.
 CW0546
 CW0546.The dynamic height is computed by dividing the NAVD 88
 CW0546.geopotential number by the normal gravity value computed on the
 CW0546.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0546.degrees latitude (g = 980.6199 gals.).
 CW0546
 CW0546.The modeled gravity was interpolated from observed gravity values.
 CW0546
 CW0546;                    North         East    Units  Estimated Accuracy
 CW0546;SPC NM C     -   189,710.      554,350.      MT  (+/- 180 meters Scaled)
 CW0546
 CW0546                          SUPERSEDED SURVEY CONTROL
 CW0546
 CW0546  NGVD 29 (??/??/92) 2570.664  (m)         8433.92   (f) ADJ UNCH    2 0
 CW0546
 CW0546.Superseded values are not recommended for survey control.
 CW0546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0546.See file dsdata.txt to determine how the superseded data were derived.
 CW0546
 CW0546_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDS371193(NAD 83)
 CW0546_MARKER: DB = BENCH MARK DISK
 CW0546_SETTING: 80 = SET IN A BOULDER
 CW0546_STAMPING: L 100 1934
 CW0546_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CW0546+STABILITY: SURFACE MOTION
 CW0546
 CW0546  HISTORY     - Date     Condition        Report By
 CW0546  HISTORY     - 1934     MONUMENTED       CGS
 CW0546  HISTORY     - 1965     GOOD             USGS
 CW0546
 CW0546                          STATION DESCRIPTION
 CW0546
 CW0546'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 CW0546'13.4 MI SW FROM WEED.
 CW0546'ABOUT 13.4 MILES SOUTHWEST ALONG THE AGUA CHIQUITA ROAD LEADING TO THE
 CW0546'4 H CAMP FROM WEED, OTERO COUNTY, 1.0 MILE SOUTHWEST OF THE JIM LEWIS
 CW0546'CANYON ROAD, ON EAST SIDE OF CLEARING, 27 FEET NORTH OF CENTERLINE OF
 CW0546'THE ROAD, IN TOP OF LIMESTONE BOULDER FLUSH WITH GROUND, AND ABOUT TWO
 CW0546'FEET HIGHER THAN THE ROAD.  A STANDARD DISK, STAMPED L 100 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0470 ***********************************************************************
 EQ0470  DESIGNATION -  L 101
 EQ0470  PID         -  EQ0470
 EQ0470  STATE/COUNTY-  NM/SOCORRO
 EQ0470  USGS QUAD   -  INDIAN MESA (1964)
 EQ0470
 EQ0470                         *CURRENT SURVEY CONTROL
 EQ0470  ___________________________________________________________________
 EQ0470* NAD 83(1986)-  34 22 10.     (N)    107 32 10.     (W)     SCALED    
 EQ0470* NAVD 88     -      1998.044  (meters)    6555.25   (feet)  POSTED    
 EQ0470  ___________________________________________________________________
 EQ0470  GEOID HEIGHT-         -21.24  (meters)                     GEOID03
 EQ0470  DYNAMIC HT  -        1995.050 (meters)    6545.43  (feet)  COMP
 EQ0470  MODELED GRAV-     979,067.4   (mgal)                       NAVD 88
 EQ0470
 EQ0470  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EQ0470
 EQ0470.The horizontal coordinates were scaled from a topographic map and have
 EQ0470.an estimated accuracy of +/- 6 seconds.
 EQ0470
 EQ0470.The orthometric height was determined by differential leveling
 EQ0470.and adjusted by the National Geodetic Survey in 1992..
 EQ0470.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EQ0470.rate of 0.0 thru 1.0 mm/km.
 EQ0470
 EQ0470.The geoid height was determined by GEOID03.
 EQ0470
 EQ0470.The dynamic height is computed by dividing the NAVD 88
 EQ0470.geopotential number by the normal gravity value computed on the
 EQ0470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0470.degrees latitude (g = 980.6199 gals.).
 EQ0470
 EQ0470.The modeled gravity was interpolated from observed gravity values.
 EQ0470
 EQ0470;                    North         East    Units  Estimated Accuracy
 EQ0470;SPC NM C     -   374,380.      381,710.      MT  (+/- 180 meters Scaled)
 EQ0470
 EQ0470                          SUPERSEDED SURVEY CONTROL
 EQ0470
 EQ0470  NGVD 29 (??/??/92) 1997.182  (m)         6552.42   (f) ADJ UNCH    2 0
 EQ0470
 EQ0470.Superseded values are not recommended for survey control.
 EQ0470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0470.See file dsdata.txt to determine how the superseded data were derived.
 EQ0470
 EQ0470_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBU667060(NAD 83)
 EQ0470_MARKER: DB = BENCH MARK DISK
 EQ0470_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EQ0470_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EQ0470_STAMPING: L 101 1935
 EQ0470_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EQ0470+STABILITY: SURFACE MOTION
 EQ0470
 EQ0470  HISTORY     - Date     Condition        Report By
 EQ0470  HISTORY     - 1935     MONUMENTED       CGS
 EQ0470  HISTORY     - 1964     GOOD             USGS
 EQ0470
 EQ0470                          STATION DESCRIPTION
 EQ0470
 EQ0470'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 EQ0470'29.2 MI NW FROM MAGDALENA.
 EQ0470'ABOUT 29.2 MILES NORTHWEST OF MAGDALENA, NM ALONG GRADED ROAD TO
 EQ0470'MARTIN RANCH, ABOUT 400 FT. NORTH OF ROAD, ABOUT 1500 FT. WNW OF ROAD
 EQ0470'AT DRAIN CROSSING, AND 30 FT. NORTH OF OLD ABANDONED ROAD.  A USC AND
 EQ0470'GS TABLET STAMPED L 101 1935 AND SET IN THE TOP OF A CONC. POST
 EQ0470'PROJECTING ABOUT 0.2 FT. ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0406 ***********************************************************************
 EQ0406  DESIGNATION -  L 102
 EQ0406  PID         -  EQ0406
 EQ0406  STATE/COUNTY-  NM/SOCORRO
 EQ0406  USGS QUAD   -  SILVER HILL (1995)
 EQ0406
 EQ0406                         *CURRENT SURVEY CONTROL
 EQ0406  ___________________________________________________________________
 EQ0406* NAD 83(1986)-  34 10 19.     (N)    107 17 58.     (W)     SCALED    
 EQ0406* NAVD 88     -      2006.031  (meters)    6581.45   (feet)  POSTED    
 EQ0406  ___________________________________________________________________
 EQ0406  GEOID HEIGHT-         -21.49  (meters)                     GEOID03
 EQ0406  DYNAMIC HT  -        2003.000 (meters)    6571.51  (feet)  COMP
 EQ0406  MODELED GRAV-     979,053.6   (mgal)                       NAVD 88
 EQ0406
 EQ0406  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EQ0406
 EQ0406.The horizontal coordinates were scaled from a topographic map and have
 EQ0406.an estimated accuracy of +/- 6 seconds.
 EQ0406
 EQ0406.The orthometric height was determined by differential leveling
 EQ0406.and adjusted by the National Geodetic Survey in 1992..
 EQ0406.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EQ0406.rate of 0.0 thru 1.0 mm/km.
 EQ0406
 EQ0406.The geoid height was determined by GEOID03.
 EQ0406
 EQ0406.The dynamic height is computed by dividing the NAVD 88
 EQ0406.geopotential number by the normal gravity value computed on the
 EQ0406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0406.degrees latitude (g = 980.6199 gals.).
 EQ0406
 EQ0406.The modeled gravity was interpolated from observed gravity values.
 EQ0406
 EQ0406;                    North         East    Units  Estimated Accuracy
 EQ0406;SPC NM C     -   352,220.      403,250.      MT  (+/- 180 meters Scaled)
 EQ0406
 EQ0406                          SUPERSEDED SURVEY CONTROL
 EQ0406
 EQ0406  NGVD 29 (??/??/92) 2005.182  (m)         6578.67   (f) ADJ UNCH    2 0
 EQ0406
 EQ0406.Superseded values are not recommended for survey control.
 EQ0406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0406.See file dsdata.txt to determine how the superseded data were derived.
 EQ0406
 EQ0406_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBT880836(NAD 83)
 EQ0406_MARKER: DB = BENCH MARK DISK
 EQ0406_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EQ0406_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EQ0406_STAMPING: L 102 1935
 EQ0406_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EQ0406+STABILITY: SURFACE MOTION
 EQ0406
 EQ0406  HISTORY     - Date     Condition        Report By
 EQ0406  HISTORY     - 1935     MONUMENTED       CGS
 EQ0406  HISTORY     - 1941     GOOD             NGS
 EQ0406
 EQ0406                          STATION DESCRIPTION
 EQ0406
 EQ0406'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 EQ0406'6.3 MI NW FROM MAGDALENA.
 EQ0406'TO REACH BENCH MARK FROM THE POST OFFICE AT MAGDALENA, PROCEED WEST ON
 EQ0406'U. S. HIGHWAY NO. 60, GO 1.7 MILES TO INTERSECTION OF STATE HIGHWAY
 EQ0406'NO. 52.  THENCE, TURN RIGHT (NORTH) ONTO STATE HIGHWAY NO. 52, GO 4.6
 EQ0406'MILES TO INTERSECTION OF ROAD TO THREE MILE RANCH AND SITE OF BENCH
 EQ0406'MARK.  BENCH MARK IS ABOUT 0.15 MILE NORTH OF A CURVE IN HIGHWAY,
 EQ0406'ABOUT 140.0 FEET NORTH OF INTERSECTION OF A ROAD LEADING NORTHEAST TO
 EQ0406'THE 3 MILE RANCH.  36.0 FEET EAST OF AND ABOUT THE SAME ELEVATION AS
 EQ0406'THE CENTER LINE OF THE HIGHWAY.  3.0 FEET SOUTH OF A 4 X 4 INCH WOODEN
 EQ0406'MARKER POST.  THE MONUMENT PROJECTS 0.2 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0084 ***********************************************************************
 GN0084  DESIGNATION -  L 103
 GN0084  PID         -  GN0084
 GN0084  STATE/COUNTY-  NM/RIO ARRIBA
 GN0084  USGS QUAD   -  CANON PLAZA (1995)
 GN0084
 GN0084                         *CURRENT SURVEY CONTROL
 GN0084  ___________________________________________________________________
 GN0084* NAD 83(1986)-  36 31 19.     (N)    106 13 21.     (W)     SCALED    
 GN0084* NAVD 88     -      2752.222  (meters)    9029.58   (feet)  ADJUSTED  
 GN0084  ___________________________________________________________________
 GN0084  GEOID HEIGHT-         -17.33  (meters)                     GEOID03
 GN0084  DYNAMIC HT  -        2748.166 (meters)    9016.27  (feet)  COMP
 GN0084  MODELED GRAV-     979,058.3   (mgal)                       NAVD 88
 GN0084
 GN0084  VERT ORDER  -  SECOND    CLASS 0
 GN0084
 GN0084.The horizontal coordinates were scaled from a topographic map and have
 GN0084.an estimated accuracy of +/- 6 seconds.
 GN0084
 GN0084.The orthometric height was determined by differential leveling
 GN0084.and adjusted by the National Geodetic Survey in June 1991..
 GN0084
 GN0084.The geoid height was determined by GEOID03.
 GN0084
 GN0084.The dynamic height is computed by dividing the NAVD 88
 GN0084.geopotential number by the normal gravity value computed on the
 GN0084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GN0084.degrees latitude (g = 980.6199 gals.).
 GN0084
 GN0084.The modeled gravity was interpolated from observed gravity values.
 GN0084
 GN0084;                    North         East    Units  Estimated Accuracy
 GN0084;SPC NM C     -   612,420.      502,460.      MT  (+/- 180 meters Scaled)
 GN0084
 GN0084                          SUPERSEDED SURVEY CONTROL
 GN0084
 GN0084  NGVD 29 (??/??/92) 2750.786  (m)         9024.87   (f) ADJ UNCH    2 0
 GN0084
 GN0084.Superseded values are not recommended for survey control.
 GN0084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0084.See file dsdata.txt to determine how the superseded data were derived.
 GN0084
 GN0084_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCA905425(NAD 83)
 GN0084_MARKER: DB = BENCH MARK DISK
 GN0084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GN0084_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GN0084_STAMPING: L 103 1935
 GN0084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GN0084+STABILITY: SURFACE MOTION
 GN0084
 GN0084  HISTORY     - Date     Condition        Report By
 GN0084  HISTORY     - 1935     MONUMENTED       CGS
 GN0084  HISTORY     - 1941     GOOD             NGS
 GN0084
 GN0084                          STATION DESCRIPTION
 GN0084
 GN0084'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 GN0084'8.7 MI W FROM VALLECITOS.
 GN0084'TO REACH FROM THE POST OFFICE, PROCEED WESTERLY ALONG GRAVELED
 GN0084'MOUNTAIN ROAD TOWARDS CANJILON, GO 8.7 MILES.  BENCH MARK IS AT THE
 GN0084'EASTERLY END OF A SMALL, OPEN, GRASSY PARK.  IT IS ON THE SOUTHERLY
 GN0084'SLOPE OF A HILLSIDE.  IT IS 51 FEET NORTHWESTERLY ACROSS ROAD FROM
 GN0084'BANK AT CURVE IN CREEK.  IT IS 27 FEET NORTHERLY FROM AND ABOUT 5.5
 GN0084'FEET ABOVE CENTER LINE OF THE ROAD.  IT IS 1.7 FEET EASTERLY FROM A 4
 GN0084'X 4-INCH WOODEN POST.  STD. DISK IN CONCRETE POST PROJECTING ABOUT 0.2
 GN0084'FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0916 ***********************************************************************
 GL0916  DESIGNATION -  L 103
 GL0916  PID         -  GL0916
 GL0916  STATE/COUNTY-  NM/UNION
 GL0916  USGS QUAD   -  GLADSTONE (1977)
 GL0916
 GL0916                         *CURRENT SURVEY CONTROL
 GL0916  ___________________________________________________________________
 GL0916* NAD 83(1986)-  36 18 16.     (N)    103 58 24.     (W)     SCALED    
 GL0916* NAVD 88     -      1791.703  (meters)    5878.28   (feet)  ADJUSTED  
 GL0916  ___________________________________________________________________
 GL0916  GEOID HEIGHT-         -19.22  (meters)                     GEOID03
 GL0916  DYNAMIC HT  -        1789.485 (meters)    5871.00  (feet)  COMP
 GL0916  MODELED GRAV-     979,330.2   (mgal)                       NAVD 88
 GL0916
 GL0916  VERT ORDER  -  SECOND    CLASS 0
 GL0916
 GL0916.The horizontal coordinates were scaled from a topographic map and have
 GL0916.an estimated accuracy of +/- 6 seconds.
 GL0916
 GL0916.The orthometric height was determined by differential leveling
 GL0916.and adjusted by the National Geodetic Survey in June 1991..
 GL0916
 GL0916.The geoid height was determined by GEOID03.
 GL0916
 GL0916.The dynamic height is computed by dividing the NAVD 88
 GL0916.geopotential number by the normal gravity value computed on the
 GL0916.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0916.degrees latitude (g = 980.6199 gals.).
 GL0916
 GL0916.The modeled gravity was interpolated from observed gravity values.
 GL0916
 GL0916;                    North         East    Units  Estimated Accuracy
 GL0916;SPC NM E     -   588,360.      197,330.      MT  (+/- 180 meters Scaled)
 GL0916
 GL0916                          SUPERSEDED SURVEY CONTROL
 GL0916
 GL0916  NGVD 29 (??/??/92) 1790.906  (m)         5875.66   (f) ADJ UNCH    2 0
 GL0916
 GL0916.Superseded values are not recommended for survey control.
 GL0916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0916.See file dsdata.txt to determine how the superseded data were derived.
 GL0916
 GL0916_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEA921182(NAD 83)
 GL0916_MARKER: DB = BENCH MARK DISK
 GL0916_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0916_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0916_STAMPING: L 103 1934
 GL0916_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0916+STABILITY: SURFACE MOTION
 GL0916
 GL0916  HISTORY     - Date     Condition        Report By
 GL0916  HISTORY     - 1934     MONUMENTED       CGS
 GL0916  HISTORY     - 1955     GOOD             NGS
 GL0916
 GL0916                          STATION DESCRIPTION
 GL0916
 GL0916'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GL0916'IN GLADSTONE.
 GL0916'AT GLADSTONE, 117.4 FEET NORTH OF THE NORTHEAST CORNER OF THE POST
 GL0916'OFFICE.  48 FEET NORTH OF THE CENTER LINE OF STATE HIGHWAY 58, 38 FEET
 GL0916'WEST OF THE CENTER LINE OF A NORTH AND SOUTH ROAD, 33.3 FEET NORTH OF
 GL0916'THE WEST END OF THE NORTH HEADWALL OF A CONCRETE CULVERT UNDER THE
 GL0916'HIGHWAY, 6 FEET WEST OF A POWER POLE, 3 FEET SOUTHWEST OF A FENCE
 GL0916'CORNER, 2.8 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 GL0916'POST WHICH IS 0.5 FOOT BELOW THE TOP OF THE GROUND.  NOTE-- STATE
 GL0916'HIGHWAY 58 HAS BEEN CHANGED TO U.S. HIGHWAY 56.  THE POST OFFICE AT
 GL0916'GLADSTONE HAS BEEN MOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0119 ***********************************************************************
 GN0119  DESIGNATION -  L 104
 GN0119  PID         -  GN0119
 GN0119  STATE/COUNTY-  NM/RIO ARRIBA
 GN0119  USGS QUAD   -  MEDANALES (1995)
 GN0119
 GN0119                         *CURRENT SURVEY CONTROL
 GN0119  ___________________________________________________________________
 GN0119* NAD 83(1986)-  36 13 53.     (N)    106 12 45.     (W)     SCALED    
 GN0119* NAVD 88     -      1862.454  (meters)    6110.40   (feet)  ADJUSTED  
 GN0119  ___________________________________________________________________
 GN0119  GEOID HEIGHT-         -18.79  (meters)                     GEOID03
 GN0119  DYNAMIC HT  -        1859.961 (meters)    6102.22  (feet)  COMP
 GN0119  MODELED GRAV-     979,228.5   (mgal)                       NAVD 88
 GN0119
 GN0119  VERT ORDER  -  SECOND    CLASS 0
 GN0119
 GN0119.The horizontal coordinates were scaled from a topographic map and have
 GN0119.an estimated accuracy of +/- 6 seconds.
 GN0119
 GN0119.The orthometric height was determined by differential leveling
 GN0119.and adjusted by the National Geodetic Survey in June 1991..
 GN0119
 GN0119.The geoid height was determined by GEOID03.
 GN0119
 GN0119.The dynamic height is computed by dividing the NAVD 88
 GN0119.geopotential number by the normal gravity value computed on the
 GN0119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GN0119.degrees latitude (g = 980.6199 gals.).
 GN0119
 GN0119.The modeled gravity was interpolated from observed gravity values.
 GN0119
 GN0119;                    North         East    Units  Estimated Accuracy
 GN0119;SPC NM C     -   580,190.      503,370.      MT  (+/- 180 meters Scaled)
 GN0119
 GN0119                          SUPERSEDED SURVEY CONTROL
 GN0119
 GN0119  NGVD 29 (??/??/92) 1861.379  (m)         6106.87   (f) ADJ UNCH    2 0
 GN0119
 GN0119.Superseded values are not recommended for survey control.
 GN0119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0119.See file dsdata.txt to determine how the superseded data were derived.
 GN0119
 GN0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCA910102(NAD 83)
 GN0119_MARKER: DB = BENCH MARK DISK
 GN0119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GN0119_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GN0119_STAMPING: L 104 1935
 GN0119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GN0119+STABILITY: SURFACE MOTION
 GN0119
 GN0119  HISTORY     - Date     Condition        Report By
 GN0119  HISTORY     - 1935     MONUMENTED       CGS
 GN0119  HISTORY     - 1940     GOOD             NGS
 GN0119  HISTORY     - 1951     GOOD             DOD
 GN0119
 GN0119                          STATION DESCRIPTION
 GN0119
 GN0119'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 GN0119'6.7 MI NE FROM ABIQUIU.
 GN0119'6.7 MILES NORTHEAST OF THE POST OFFICE TO REACH FROM THE POST OFFICE
 GN0119'IN ABIQUIU, PROCEED EAST ALONG U. S. HIGHWAY NO. 285, GO 3.8 MILES.
 GN0119'TURN LEFT (NORTH) ONTO STATE HIGHWAY NO. 96, GO 2.9 MILES.  BENCH MARK
 GN0119'IS ON TOP OF A HILL.  30 FEET EAST OF THE CENTER LINE OF THE HIGHWAY.
 GN0119'2.0 FEET SOUTH OF A 4 X 4 INCH WOODEN POST PAINTED WHITE PROJECTING
 GN0119'2.0 FEET.  MONUMENT IS FLUSH.
 GN0119
 GN0119                          STATION RECOVERY (1951)
 GN0119
 GN0119'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1951
 GN0119'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0030 ***********************************************************************
 FN0030  DESIGNATION -  L 104
 FN0030  PID         -  FN0030
 FN0030  STATE/COUNTY-  NM/MORA
 FN0030  USGS QUAD   -  CANON LAS CUEVAS (1971)
 FN0030
 FN0030                         *CURRENT SURVEY CONTROL
 FN0030  ___________________________________________________________________
 FN0030* NAD 83(1986)-  35 59 32.     (N)    104 28 54.     (W)     SCALED    
 FN0030* NAVD 88     -      1881.433  (meters)    6172.67   (feet)  ADJUSTED  
 FN0030  ___________________________________________________________________
 FN0030  GEOID HEIGHT-         -19.33  (meters)                     GEOID03
 FN0030  DYNAMIC HT  -        1879.008 (meters)    6164.71  (feet)  COMP
 FN0030  MODELED GRAV-     979,276.1   (mgal)                       NAVD 88
 FN0030
 FN0030  VERT ORDER  -  SECOND    CLASS 0
 FN0030
 FN0030.The horizontal coordinates were scaled from a topographic map and have
 FN0030.an estimated accuracy of +/- 6 seconds.
 FN0030
 FN0030.The orthometric height was determined by differential leveling
 FN0030.and adjusted by the National Geodetic Survey in June 1991..
 FN0030
 FN0030.The geoid height was determined by GEOID03.
 FN0030
 FN0030.The dynamic height is computed by dividing the NAVD 88
 FN0030.geopotential number by the normal gravity value computed on the
 FN0030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FN0030.degrees latitude (g = 980.6199 gals.).
 FN0030
 FN0030.The modeled gravity was interpolated from observed gravity values.
 FN0030
 FN0030;                    North         East    Units  Estimated Accuracy
 FN0030;SPC NM E     -   553,670.      151,630.      MT  (+/- 180 meters Scaled)
 FN0030
 FN0030                          SUPERSEDED SURVEY CONTROL
 FN0030
 FN0030  NGVD 29 (??/??/92) 1880.602  (m)         6169.94   (f) ADJ UNCH    2 0
 FN0030
 FN0030.Superseded values are not recommended for survey control.
 FN0030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0030.See file dsdata.txt to determine how the superseded data were derived.
 FN0030
 FN0030_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEV467832(NAD 83)
 FN0030_MARKER: DB = BENCH MARK DISK
 FN0030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FN0030_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FN0030_STAMPING: L - 104 1934
 FN0030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FN0030+STABILITY: SURFACE MOTION
 FN0030
 FN0030  HISTORY     - Date     Condition        Report By
 FN0030  HISTORY     - 1934     MONUMENTED       CGS
 FN0030  HISTORY     - 1971     GOOD             USGS
 FN0030
 FN0030                          STATION DESCRIPTION
 FN0030
 FN0030'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 FN0030'13.8 MI SE FROM WAGON MOUND.
 FN0030'WAGON MOUND HIGH SCHOOL, 13.8 MI. SE ALONG ST. HWY. 120, 87 FT. NE
 FN0030'HWY., 282 SE OF WINDMILL AND 35 FT. NE ROW FENCE.  A STANDARD DISK, C
 FN0030'AND GS, STAMPED L - 104 1934 SET IN A ROUND CONCRETE POST PROJECTING
 FN0030'0.5 FT. ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0067 ***********************************************************************
 GM0067  DESIGNATION -  L 105
 GM0067  PID         -  GM0067
 GM0067  STATE/COUNTY-  NM/HARDING
 GM0067  USGS QUAD   -  MILLS EAST (1974)
 GM0067
 GM0067                         *CURRENT SURVEY CONTROL
 GM0067  ___________________________________________________________________
 GM0067* NAD 83(1986)-  36 01 41.     (N)    104 08 37.     (W)     SCALED    
 GM0067* NAVD 88     -      1804.567  (meters)    5920.48   (feet)  ADJUSTED  
 GM0067  ___________________________________________________________________
 GM0067  GEOID HEIGHT-         -19.54  (meters)                     GEOID03
 GM0067  DYNAMIC HT  -        1802.296 (meters)    5913.03  (feet)  COMP
 GM0067  MODELED GRAV-     979,309.3   (mgal)                       NAVD 88
 GM0067
 GM0067  VERT ORDER  -  SECOND    CLASS 0
 GM0067
 GM0067.The horizontal coordinates were scaled from a topographic map and have
 GM0067.an estimated accuracy of +/- 6 seconds.
 GM0067
 GM0067.The orthometric height was determined by differential leveling
 GM0067.and adjusted by the National Geodetic Survey in June 1991..
 GM0067
 GM0067.The geoid height was determined by GEOID03.
 GM0067
 GM0067.The dynamic height is computed by dividing the NAVD 88
 GM0067.geopotential number by the normal gravity value computed on the
 GM0067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GM0067.degrees latitude (g = 980.6199 gals.).
 GM0067
 GM0067.The modeled gravity was interpolated from observed gravity values.
 GM0067
 GM0067;                    North         East    Units  Estimated Accuracy
 GM0067;SPC NM E     -   557,650.      182,100.      MT  (+/- 180 meters Scaled)
 GM0067
 GM0067                          SUPERSEDED SURVEY CONTROL
 GM0067
 GM0067  NGVD 29 (??/??/92) 1803.778  (m)         5917.90   (f) ADJ UNCH    2 0
 GM0067
 GM0067.Superseded values are not recommended for survey control.
 GM0067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0067.See file dsdata.txt to determine how the superseded data were derived.
 GM0067
 GM0067_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEV771873(NAD 83)
 GM0067_MARKER: DB = BENCH MARK DISK
 GM0067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GM0067_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GM0067_STAMPING: L 105 1934
 GM0067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GM0067+STABILITY: SURFACE MOTION
 GM0067
 GM0067  HISTORY     - Date     Condition        Report By
 GM0067  HISTORY     - 1934     MONUMENTED       CGS
 GM0067  HISTORY     - 1939     GOOD             NGS
 GM0067
 GM0067                          STATION DESCRIPTION
 GM0067
 GM0067'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 GM0067'7.6 MI NE FROM ROY.
 GM0067'7.6 MILES NORTHEAST ALONG STATE HIGHWAY 120 FROM THE HIGH SCHOOL AT
 GM0067'ROY, HARDING COUNTY, 65 FEET EAST OF A SMALL DRY WASH, AND 99 FEET
 GM0067'SOUTH OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED L
 GM0067'105 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0149 ***********************************************************************
 GN0149  DESIGNATION -  L 105
 GN0149  PID         -  GN0149
 GN0149  STATE/COUNTY-  NM/RIO ARRIBA
 GN0149  USGS QUAD   -  VALLE GRANDE PEAK (1995)
 GN0149
 GN0149                         *CURRENT SURVEY CONTROL
 GN0149  ___________________________________________________________________
 GN0149* NAD 83(1986)-  36 29 24.     (N)    106 08 14.     (W)     SCALED    
 GN0149* NAVD 88     -      2319.408  (meters)    7609.59   (feet)  ADJUSTED  
 GN0149  ___________________________________________________________________
 GN0149  GEOID HEIGHT-         -17.51  (meters)                     GEOID03
 GN0149  DYNAMIC HT  -        2316.208 (meters)    7599.09  (feet)  COMP
 GN0149  MODELED GRAV-     979,168.7   (mgal)                       NAVD 88
 GN0149
 GN0149  VERT ORDER  -  SECOND    CLASS 0
 GN0149
 GN0149.The horizontal coordinates were scaled from a topographic map and have
 GN0149.an estimated accuracy of +/- 6 seconds.
 GN0149
 GN0149.The orthometric height was determined by differential leveling
 GN0149.and adjusted by the National Geodetic Survey in June 1991..
 GN0149
 GN0149.The geoid height was determined by GEOID03.
 GN0149
 GN0149.The dynamic height is computed by dividing the NAVD 88
 GN0149.geopotential number by the normal gravity value computed on the
 GN0149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GN0149.degrees latitude (g = 980.6199 gals.).
 GN0149
 GN0149.The modeled gravity was interpolated from observed gravity values.
 GN0149
 GN0149;                    North         East    Units  Estimated Accuracy
 GN0149;SPC NM C     -   608,890.      510,100.      MT  (+/- 180 meters Scaled)
 GN0149
 GN0149                          SUPERSEDED SURVEY CONTROL
 GN0149
 GN0149  NGVD 29 (??/??/92) 2318.200  (m)         7605.63   (f) ADJ UNCH    2 0
 GN0149
 GN0149.Superseded values are not recommended for survey control.
 GN0149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0149.See file dsdata.txt to determine how the superseded data were derived.
 GN0149
 GN0149_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCA981389(NAD 83)
 GN0149_MARKER: DD = SURVEY DISK
 GN0149_SETTING: 80 = SET IN A BOULDER
 GN0149_STAMPING: L 105 1935
 GN0149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GN0149+STABILITY: SURFACE MOTION
 GN0149
 GN0149  HISTORY     - Date     Condition        Report By
 GN0149  HISTORY     - 1935     MONUMENTED       USFS
 GN0149  HISTORY     - 1940     GOOD             NGS
 GN0149
 GN0149                          STATION DESCRIPTION
 GN0149
 GN0149'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 GN0149'1.5 MI SW FROM VALLECITOS.
 GN0149'1.5 MILES SOUTHWEST OF THE POST OFFICE TO REACH FROM THE POST OFFICE
 GN0149'IN VALLECITOS, PROCEED WEST ALONG STATE HIGHWAY NO. 96, GO 0.9 MILE.
 GN0149'AT JUNCTION OF STATE HIGHWAY NO. 96 AND ROAD TO CANJILON, TURN LEFT
 GN0149'(SOUTHWEST) AND CONTINUE ON STATE HIGHWAY NO. 96 TOWARDS EL RITO, GO
 GN0149'0.6 MILE.  BENCH MARK IS 37 FEET WEST OF THE CENTER LINE OF THE
 GN0149'HIGHWAY.  8.0 FEET ABOVE THE LEVEL OF THE HIGHWAY.  SET FLUSH AND
 GN0149'HORIZONTALLY IN A SMALL BOULDER WHICH PROJECTS 0.3 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0691 ***********************************************************************
 GL0691  DESIGNATION -  L 106
 GL0691  PID         -  GL0691
 GL0691  STATE/COUNTY-  NM/UNION
 GL0691  USGS QUAD   -  CLAYTON SW (1970)
 GL0691
 GL0691                         *CURRENT SURVEY CONTROL
 GL0691  ___________________________________________________________________
 GL0691* NAD 83(1986)-  36 17 21.     (N)    103 11 08.     (W)     SCALED    
 GL0691* NAVD 88     -      1478.540  (meters)    4850.84   (feet)  ADJUSTED  
 GL0691  ___________________________________________________________________
 GL0691  GEOID HEIGHT-         -22.32  (meters)                     GEOID03
 GL0691  DYNAMIC HT  -        1476.774 (meters)    4845.05  (feet)  COMP
 GL0691  MODELED GRAV-     979,386.3   (mgal)                       NAVD 88
 GL0691
 GL0691  VERT ORDER  -  SECOND    CLASS 0
 GL0691
 GL0691.The horizontal coordinates were scaled from a topographic map and have
 GL0691.an estimated accuracy of +/- 6 seconds.
 GL0691
 GL0691.The orthometric height was determined by differential leveling
 GL0691.and adjusted by the National Geodetic Survey in June 1991..
 GL0691.WARNING-Repeat measurements at this control monument indicate possible
 GL0691.vertical movement.
 GL0691
 GL0691.The geoid height was determined by GEOID03.
 GL0691
 GL0691.The dynamic height is computed by dividing the NAVD 88
 GL0691.geopotential number by the normal gravity value computed on the
 GL0691.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0691.degrees latitude (g = 980.6199 gals.).
 GL0691
 GL0691.The modeled gravity was interpolated from observed gravity values.
 GL0691
 GL0691;                    North         East    Units  Estimated Accuracy
 GL0691;SPC NM E     -   587,210.      268,100.      MT  (+/- 180 meters Scaled)
 GL0691
 GL0691                          SUPERSEDED SURVEY CONTROL
 GL0691
 GL0691  NGVD 29 (??/??/92) 1477.825  (m)         4848.50   (f) ADJ UNCH    2 0
 GL0691
 GL0691.Superseded values are not recommended for survey control.
 GL0691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0691.See file dsdata.txt to determine how the superseded data were derived.
 GL0691
 GL0691_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA629175(NAD 83)
 GL0691_MARKER: DB = BENCH MARK DISK
 GL0691_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0691_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0691_STAMPING: L 106 1934
 GL0691_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0691+STABILITY: SURFACE MOTION
 GL0691
 GL0691  HISTORY     - Date     Condition        Report By
 GL0691  HISTORY     - 1934     MONUMENTED       CGS
 GL0691  HISTORY     - 1955     GOOD             NGS
 GL0691
 GL0691                          STATION DESCRIPTION
 GL0691
 GL0691'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GL0691'11.6 MI S FROM CLAYTON.
 GL0691'11.6 MILES SOUTH ALONG STATE HIGHWAY 18 FROM THE COURTHOUSE AT
 GL0691'CLAYTON, 61 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 15.5 FEET
 GL0691'EAST OF A FENCE, 2.2 FEET EAST OF A WITNESS POST, SET IN THE TOP OF A
 GL0691'CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0482 ***********************************************************************
 FM0482  DESIGNATION -  L 107
 FM0482  PID         -  FM0482
 FM0482  STATE/COUNTY-  NM/QUAY
 FM0482  USGS QUAD   -  DOYLE HILL (1971)
 FM0482
 FM0482                         *CURRENT SURVEY CONTROL
 FM0482  ___________________________________________________________________
 FM0482* NAD 83(1986)-  35 39 24.     (N)    103 07 28.     (W)     SCALED    
 FM0482* NAVD 88     -      1331.419  (meters)    4368.16   (feet)  ADJUSTED  
 FM0482  ___________________________________________________________________
 FM0482  GEOID HEIGHT-         -23.05  (meters)                     GEOID03
 FM0482  DYNAMIC HT  -        1329.844 (meters)    4363.00  (feet)  COMP
 FM0482  MODELED GRAV-     979,404.0   (mgal)                       NAVD 88
 FM0482
 FM0482  VERT ORDER  -  SECOND    CLASS 0
 FM0482
 FM0482.The horizontal coordinates were scaled from a topographic map and have
 FM0482.an estimated accuracy of +/- 6 seconds.
 FM0482
 FM0482.The orthometric height was determined by differential leveling
 FM0482.and adjusted by the National Geodetic Survey in June 1991..
 FM0482
 FM0482.The geoid height was determined by GEOID03.
 FM0482
 FM0482.The dynamic height is computed by dividing the NAVD 88
 FM0482.geopotential number by the normal gravity value computed on the
 FM0482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0482.degrees latitude (g = 980.6199 gals.).
 FM0482
 FM0482.The modeled gravity was interpolated from observed gravity values.
 FM0482
 FM0482;                    North         East    Units  Estimated Accuracy
 FM0482;SPC NM E     -   517,100.      274,460.      MT  (+/- 180 meters Scaled)
 FM0482
 FM0482                          SUPERSEDED SURVEY CONTROL
 FM0482
 FM0482  NGVD 29 (??/??/92) 1330.841  (m)         4366.27   (f) ADJ UNCH    2 0
 FM0482
 FM0482.Superseded values are not recommended for survey control.
 FM0482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0482.See file dsdata.txt to determine how the superseded data were derived.
 FM0482
 FM0482_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFV697474(NAD 83)
 FM0482_MARKER: DB = BENCH MARK DISK
 FM0482_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0482_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0482_STAMPING: L 107 1934
 FM0482_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0482+STABILITY: SURFACE MOTION
 FM0482
 FM0482  HISTORY     - Date     Condition        Report By
 FM0482  HISTORY     - 1934     MONUMENTED       CGS
 FM0482  HISTORY     - 1970     GOOD             USGS
 FM0482
 FM0482                          STATION DESCRIPTION
 FM0482
 FM0482'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FM0482'3.9 MI N FROM NARA VISA.
 FM0482'3.9 MILES NORTH OF ROCK ISLAND WATER TOWER AT NARA VISA 167 FEET NORTH
 FM0482'OF THE NORTHEAST CONCRETE HEADWALL OF GALVANIZED PIPE CULVERT. 1 FOOT
 FM0482'SOUTHWEST OF FENCE LINE.  54 FEET NORTHEAST OF CENTERLINE OF STATE
 FM0482'HIGHWAY 18.
 FM0482
 FM0482                          STATION RECOVERY (1970)
 FM0482
 FM0482'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 FM0482'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0746 ***********************************************************************
 FM0746  DESIGNATION -  L 108
 FM0746  PID         -  FM0746
 FM0746  STATE/COUNTY-  NM/HARDING
 FM0746  USGS QUAD   -  ARROYO DEL ALAMO (1973)
 FM0746
 FM0746                         *CURRENT SURVEY CONTROL
 FM0746  ___________________________________________________________________
 FM0746* NAD 83(1986)-  35 49 15.     (N)    103 45 31.     (W)     SCALED    
 FM0746* NAVD 88     -      1338.781  (meters)    4392.32   (feet)  ADJUSTED  
 FM0746  ___________________________________________________________________
 FM0746  GEOID HEIGHT-         -21.16  (meters)                     GEOID03
 FM0746  DYNAMIC HT  -        1337.175 (meters)    4387.05  (feet)  COMP
 FM0746  MODELED GRAV-     979,387.1   (mgal)                       NAVD 88
 FM0746
 FM0746  VERT ORDER  -  SECOND    CLASS 0
 FM0746
 FM0746.The horizontal coordinates were scaled from a topographic map and have
 FM0746.an estimated accuracy of +/- 6 seconds.
 FM0746
 FM0746.The orthometric height was determined by differential leveling
 FM0746.and adjusted by the National Geodetic Survey in June 1991..
 FM0746
 FM0746.The geoid height was determined by GEOID03.
 FM0746
 FM0746.The dynamic height is computed by dividing the NAVD 88
 FM0746.geopotential number by the normal gravity value computed on the
 FM0746.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0746.degrees latitude (g = 980.6199 gals.).
 FM0746
 FM0746.The modeled gravity was interpolated from observed gravity values.
 FM0746
 FM0746;                    North         East    Units  Estimated Accuracy
 FM0746;SPC NM E     -   534,790.      216,930.      MT  (+/- 180 meters Scaled)
 FM0746
 FM0746                          SUPERSEDED SURVEY CONTROL
 FM0746
 FM0746  NGVD 29 (??/??/92) 1338.133  (m)         4390.19   (f) ADJ UNCH    2 0
 FM0746
 FM0746.Superseded values are not recommended for survey control.
 FM0746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0746.See file dsdata.txt to determine how the superseded data were derived.
 FM0746
 FM0746_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFV121647(NAD 83)
 FM0746_MARKER: DB = BENCH MARK DISK
 FM0746_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0746_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0746_STAMPING: L 108 1934
 FM0746_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0746+STABILITY: SURFACE MOTION
 FM0746
 FM0746  HISTORY     - Date     Condition        Report By
 FM0746  HISTORY     - 1934     MONUMENTED       CGS
 FM0746  HISTORY     - 1957     GOOD             NGS
 FM0746
 FM0746                          STATION DESCRIPTION
 FM0746
 FM0746'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 FM0746'13.65 MI E FROM MOSQUERO.
 FM0746'ABOUT 13.4 MILES EAST ALONG STATE HIGHWAY 65 FROM THE CITY WATER TANK
 FM0746'AT MOSQUERO TO THE BRIDGE OVER TEQUESQUITE CREEK, THENCE 0.25 MILE
 FM0746'SOUTHEAST ACROSS THE RANGE, IN SECTION 4, T. 18 N., R. 30 E., 51 FEET
 FM0746'SOUTHEAST OF THE CENTER LINE OF THE OLD ABANDONED HIGHWAY, 0.1 MILE
 FM0746'WEST OF A NORTH-SOUTH FENCE, 116 YARDS SOUTHEAST OF THE SOUTHEAST BANK
 FM0746'OF TEQUESQUITE CREEK, 67 FEET EAST-NORTHEAST OF A 6-INCH POST WHICH
 FM0746'PROJECTS 4 FEET AND IS PAINTED WHITE, AND IN THE TOP OF A CONCRETE
 FM0746'POST WHICH PROJECTS 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0011 ***********************************************************************
 EP0011  DESIGNATION -  L 109
 EP0011  PID         -  EP0011
 EP0011  STATE/COUNTY-  NM/DE BACA
 EP0011  USGS QUAD   -  WINDMILL DRAW (1982)
 EP0011
 EP0011                         *CURRENT SURVEY CONTROL
 EP0011  ___________________________________________________________________
 EP0011* NAD 83(1986)-  34 32 59.     (N)    104 16 08.     (W)     SCALED    
 EP0011* NAVD 88     -      1287.902  (meters)    4225.39   (feet)  ADJUSTED  
 EP0011  ___________________________________________________________________
 EP0011  GEOID HEIGHT-         -23.53  (meters)                     GEOID03
 EP0011  DYNAMIC HT  -        1286.193 (meters)    4219.78  (feet)  COMP
 EP0011  MODELED GRAV-     979,263.8   (mgal)                       NAVD 88
 EP0011
 EP0011  VERT ORDER  -  SECOND    CLASS 0
 EP0011
 EP0011.The horizontal coordinates were scaled from a topographic map and have
 EP0011.an estimated accuracy of +/- 6 seconds.
 EP0011
 EP0011.The orthometric height was determined by differential leveling
 EP0011.and adjusted by the National Geodetic Survey in June 1991..
 EP0011
 EP0011.The geoid height was determined by GEOID03.
 EP0011
 EP0011.The dynamic height is computed by dividing the NAVD 88
 EP0011.geopotential number by the normal gravity value computed on the
 EP0011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EP0011.degrees latitude (g = 980.6199 gals.).
 EP0011
 EP0011.The modeled gravity was interpolated from observed gravity values.
 EP0011
 EP0011;                    North         East    Units  Estimated Accuracy
 EP0011;SPC NM E     -   393,630.      170,920.      MT  (+/- 180 meters Scaled)
 EP0011
 EP0011                          SUPERSEDED SURVEY CONTROL
 EP0011
 EP0011  NGVD 29 (??/??/92) 1287.275  (m)         4223.33   (f) ADJ UNCH    2 0
 EP0011
 EP0011.Superseded values are not recommended for survey control.
 EP0011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EP0011.See file dsdata.txt to determine how the superseded data were derived.
 EP0011
 EP0011_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEU670233(NAD 83)
 EP0011_MARKER: DB = BENCH MARK DISK
 EP0011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EP0011_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EP0011_STAMPING: L-109 1934
 EP0011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EP0011+STABILITY: SURFACE MOTION
 EP0011
 EP0011  HISTORY     - Date     Condition        Report By
 EP0011  HISTORY     - 1934     MONUMENTED       CGS
 EP0011  HISTORY     - 1943     GOOD             NGS
 EP0011
 EP0011                          STATION DESCRIPTION
 EP0011
 EP0011'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EP0011'5.5 MI NW FROM FORT SUMNER.
 EP0011'5.5 MILES NORTHWEST OF A T AND S F RR DEPOT AT FORT SUMNER 0.2 MILE
 EP0011'SOUTHEAST OF FARM HOUSE.  46 FEET EAST OF ROAD LEADING TO FARM HOUSE.
 EP0011'48 FEET NORTHEAST OF MAIL BOX.  36 FEET EAST OF CENTERLINE OF STATE
 EP0011'HIGHWAY 20.  NOTE-- LOCATED ON ABANDONED HWY NO. 84.
 EP0011
 EP0011                          STATION RECOVERY (1943)
 EP0011
 EP0011'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1943
 EP0011'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0473 ***********************************************************************
 EO0473  DESIGNATION -  L 110
 EO0473  PID         -  EO0473
 EO0473  STATE/COUNTY-  NM/CURRY
 EO0473  USGS QUAD   -  WEBER CITY (1987)
 EO0473
 EO0473                         *CURRENT SURVEY CONTROL
 EO0473  ___________________________________________________________________
 EO0473* NAD 83(1986)-  34 39 46.     (N)    103 38 11.     (W)     SCALED    
 EO0473* NAVD 88     -      1422.939  (meters)    4668.43   (feet)  ADJUSTED  
 EO0473  ___________________________________________________________________
 EO0473  GEOID HEIGHT-         -23.39  (meters)                     GEOID03
 EO0473  DYNAMIC HT  -        1421.058 (meters)    4662.25  (feet)  COMP
 EO0473  MODELED GRAV-     979,263.3   (mgal)                       NAVD 88
 EO0473
 EO0473  VERT ORDER  -  SECOND    CLASS 0
 EO0473
 EO0473.The horizontal coordinates were scaled from a topographic map and have
 EO0473.an estimated accuracy of +/- 6 seconds.
 EO0473
 EO0473.The orthometric height was determined by differential leveling
 EO0473.and adjusted by the National Geodetic Survey in June 1991..
 EO0473
 EO0473.The geoid height was determined by GEOID03.
 EO0473
 EO0473.The dynamic height is computed by dividing the NAVD 88
 EO0473.geopotential number by the normal gravity value computed on the
 EO0473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0473.degrees latitude (g = 980.6199 gals.).
 EO0473
 EO0473.The modeled gravity was interpolated from observed gravity values.
 EO0473
 EO0473;                    North         East    Units  Estimated Accuracy
 EO0473;SPC NM E     -   406,390.      228,880.      MT  (+/- 180 meters Scaled)
 EO0473
 EO0473                          SUPERSEDED SURVEY CONTROL
 EO0473
 EO0473  NGVD 29 (??/??/92) 1422.279  (m)         4666.26   (f) ADJ UNCH    2 0
 EO0473
 EO0473.Superseded values are not recommended for survey control.
 EO0473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0473.See file dsdata.txt to determine how the superseded data were derived.
 EO0473
 EO0473_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFU249364(NAD 83)
 EO0473_MARKER: DB = BENCH MARK DISK
 EO0473_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EO0473_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EO0473_STAMPING: L-110 1934
 EO0473_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EO0473+STABILITY: SURFACE MOTION
 EO0473
 EO0473  HISTORY     - Date     Condition        Report By
 EO0473  HISTORY     - 1934     MONUMENTED       CGS
 EO0473  HISTORY     - 1973     MARK NOT FOUND   USGS
 EO0473
 EO0473                          STATION DESCRIPTION
 EO0473
 EO0473'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EO0473'16.7 MI N FROM MELROSE.
 EO0473'16.7 MILES NORTH OF A T AND S F RR DEPOT AT MELROSE 30 FEET SOUTH OF
 EO0473'WIRE GATE.  3 FEET NORTHWEST OF FENCE CORNER.  2 FEET WEST OF FENCE
 EO0473'LINE.  45 FEET WEST OF CENTERLINE OF STATE HIGHWAY 88.
 EO0473
 EO0473                          STATION RECOVERY (1973)
 EO0473
 EO0473'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 EO0473'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0250 ***********************************************************************
 EO0250  DESIGNATION -  L 111
 EO0250  PID         -  EO0250
 EO0250  STATE/COUNTY-  NM/CURRY
 EO0250  USGS QUAD   -  BROADVIEW (1987)
 EO0250
 EO0250                         *CURRENT SURVEY CONTROL
 EO0250  ___________________________________________________________________
 EO0250* NAD 83(1986)-  34 49 16.     (N)    103 14 58.     (W)     SCALED    
 EO0250* NAVD 88     -      1386.842  (meters)    4550.00   (feet)  ADJUSTED  
 EO0250  ___________________________________________________________________
 EO0250  GEOID HEIGHT-         -23.72  (meters)                     GEOID03
 EO0250  DYNAMIC HT  -        1385.043 (meters)    4544.10  (feet)  COMP
 EO0250  MODELED GRAV-     979,289.4   (mgal)                       NAVD 88
 EO0250
 EO0250  VERT ORDER  -  SECOND    CLASS 0
 EO0250
 EO0250.The horizontal coordinates were scaled from a topographic map and have
 EO0250.an estimated accuracy of +/- 6 seconds.
 EO0250
 EO0250.The orthometric height was determined by differential leveling
 EO0250.and adjusted by the National Geodetic Survey in June 1991..
 EO0250
 EO0250.The geoid height was determined by GEOID03.
 EO0250
 EO0250.The dynamic height is computed by dividing the NAVD 88
 EO0250.geopotential number by the normal gravity value computed on the
 EO0250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0250.degrees latitude (g = 980.6199 gals.).
 EO0250
 EO0250.The modeled gravity was interpolated from observed gravity values.
 EO0250
 EO0250;                    North         East    Units  Estimated Accuracy
 EO0250;SPC NM E     -   424,270.      264,150.      MT  (+/- 180 meters Scaled)
 EO0250
 EO0250                          SUPERSEDED SURVEY CONTROL
 EO0250
 EO0250  NGVD 29 (??/??/92) 1386.209  (m)         4547.92   (f) ADJ UNCH    2 0
 EO0250
 EO0250.Superseded values are not recommended for survey control.
 EO0250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0250.See file dsdata.txt to determine how the superseded data were derived.
 EO0250
 EO0250_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFU600546(NAD 83)
 EO0250_MARKER: DB = BENCH MARK DISK
 EO0250_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EO0250_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EO0250_STAMPING: L 111 1934
 EO0250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EO0250+STABILITY: SURFACE MOTION
 EO0250
 EO0250  HISTORY     - Date     Condition        Report By
 EO0250  HISTORY     - 1934     MONUMENTED       CGS
 EO0250  HISTORY     - 1970     MARK NOT FOUND   USGS
 EO0250
 EO0250                          STATION DESCRIPTION
 EO0250
 EO0250'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EO0250'2.1 MI W FROM BROADVIEW.
 EO0250'2.1 MILES WEST OF POST OFFICE AT BROADVIEW 36 FEET EAST OF NORTH AND
 EO0250'SOUTH SECTION LINE ROAD.  3 FEET SOUTHWEST OF TELEPHONE POLE.  2 FEET
 EO0250'SOUTHWEST OF FENCE CORNER.  45 FEET SOUTH OF CENTERLINE OF STATE
 EO0250'HIGHWAY 18.  NOTE-- HIGHWAY CONSTR. IN AREA.
 EO0250
 EO0250                          STATION RECOVERY (1970)
 EO0250
 EO0250'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 EO0250'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0634 ***********************************************************************
 FM0634  DESIGNATION -  L 112
 FM0634  PID         -  FM0634
 FM0634  STATE/COUNTY-  NM/QUAY
 FM0634  USGS QUAD   -  SAN JON (1981)
 FM0634
 FM0634                         *CURRENT SURVEY CONTROL
 FM0634  ___________________________________________________________________
 FM0634* NAD 83(1986)-  35 06 16.     (N)    103 19 45.     (W)     SCALED    
 FM0634* NAVD 88     -      1226.570  (meters)    4024.17   (feet)  ADJUSTED  
 FM0634  ___________________________________________________________________
 FM0634  GEOID HEIGHT-         -23.57  (meters)                     GEOID03
 FM0634  DYNAMIC HT  -        1225.052 (meters)    4019.19  (feet)  COMP
 FM0634  MODELED GRAV-     979,354.5   (mgal)                       NAVD 88
 FM0634
 FM0634  VERT ORDER  -  SECOND    CLASS 0
 FM0634
 FM0634.The horizontal coordinates were scaled from a topographic map and have
 FM0634.an estimated accuracy of +/- 6 seconds.
 FM0634
 FM0634.The orthometric height was determined by differential leveling
 FM0634.and adjusted by the National Geodetic Survey in June 1991..
 FM0634
 FM0634.The geoid height was determined by GEOID03.
 FM0634
 FM0634.The dynamic height is computed by dividing the NAVD 88
 FM0634.geopotential number by the normal gravity value computed on the
 FM0634.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0634.degrees latitude (g = 980.6199 gals.).
 FM0634
 FM0634.The modeled gravity was interpolated from observed gravity values.
 FM0634
 FM0634;                    North         East    Units  Estimated Accuracy
 FM0634;SPC NM E     -   455,630.      256,550.      MT  (+/- 180 meters Scaled)
 FM0634
 FM0634                          SUPERSEDED SURVEY CONTROL
 FM0634
 FM0634  NGVD 29 (??/??/92) 1225.989  (m)         4022.27   (f) ADJ UNCH    2 0
 FM0634
 FM0634.Superseded values are not recommended for survey control.
 FM0634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0634.See file dsdata.txt to determine how the superseded data were derived.
 FM0634
 FM0634_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFU522859(NAD 83)
 FM0634_MARKER: DB = BENCH MARK DISK
 FM0634_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0634_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0634_STAMPING: L-112 1934
 FM0634_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0634+STABILITY: SURFACE MOTION
 FM0634
 FM0634  HISTORY     - Date     Condition        Report By
 FM0634  HISTORY     - 1934     MONUMENTED       CGS
 FM0634
 FM0634                          STATION DESCRIPTION
 FM0634
 FM0634'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FM0634'IN SAN JON.
 FM0634'72 FEET SOUTH OF TICKET AGENTS WINDOW OF SAN JON ROCK ISLAND RAILROAD
 FM0634'DEPOT.  3 FEET BELOW LEVEL OF RAILS.  60 FEET SOUTH OF CENTERLINE OF
 FM0634'MAIN TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0169 ***********************************************************************
 EP0169  DESIGNATION -  L 12
 EP0169  PID         -  EP0169
 EP0169  STATE/COUNTY-  NM/GUADALUPE
 EP0169  USGS QUAD   -  SANTA ROSA (1963)
 EP0169
 EP0169                         *CURRENT SURVEY CONTROL
 EP0169  ___________________________________________________________________
 EP0169* NAD 83(1986)-  34 56 23.     (N)    104 41 31.     (W)     SCALED    
 EP0169* NAVD 88     -      1403.817  (meters)    4605.69   (feet)  ADJUSTED  
 EP0169  ___________________________________________________________________
 EP0169  GEOID HEIGHT-         -22.23  (meters)                     GEOID03
 EP0169  DYNAMIC HT  -        1401.962 (meters)    4599.60  (feet)  COMP
 EP0169  MODELED GRAV-     979,264.7   (mgal)                       NAVD 88
 EP0169
 EP0169  VERT ORDER  -  FIRST     CLASS II
 EP0169
 EP0169.The horizontal coordinates were scaled from a topographic map and have
 EP0169.an estimated accuracy of +/- 6 seconds.
 EP0169
 EP0169.The orthometric height was determined by differential leveling
 EP0169.and adjusted by the National Geodetic Survey in June 1991..
 EP0169
 EP0169.The geoid height was determined by GEOID03.
 EP0169
 EP0169.The dynamic height is computed by dividing the NAVD 88
 EP0169.geopotential number by the normal gravity value computed on the
 EP0169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EP0169.degrees latitude (g = 980.6199 gals.).
 EP0169
 EP0169.The modeled gravity was interpolated from observed gravity values.
 EP0169
 EP0169;                    North         East    Units  Estimated Accuracy
 EP0169;SPC NM E     -   436,950.      132,240.      MT  (+/- 180 meters Scaled)
 EP0169
 EP0169                          SUPERSEDED SURVEY CONTROL
 EP0169
 EP0169  NGVD 29 (??/??/92) 1403.133  (m)         4603.45   (f) ADJ UNCH    1 2
 EP0169
 EP0169.Superseded values are not recommended for survey control.
 EP0169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EP0169.See file dsdata.txt to determine how the superseded data were derived.
 EP0169
 EP0169_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEU281664(NAD 83)
 EP0169_MARKER: DB = BENCH MARK DISK
 EP0169_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EP0169_SP_SET: BRIDGE
 EP0169_STAMPING: L-12-1927 4603.445
 EP0169_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EP0169
 EP0169  HISTORY     - Date     Condition        Report By
 EP0169  HISTORY     - 1927     MONUMENTED       CGS
 EP0169  HISTORY     - 1934     GOOD             NGS
 EP0169
 EP0169                          STATION DESCRIPTION
 EP0169
 EP0169'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 EP0169'IN SANTA ROSA.
 EP0169'AT THE TOWN OF SANTA ROSA, ON THE SOUTH SIDE OF THE WEST ABUTMENT OF
 EP0169'SOUTHERN PACIFIC RAILROAD BRIDGE OVER THE PECOS RIVER.  ON ABUTMENT
 EP0169'ABOUT 1.5 FEET SOUTH OF END OF BRIDGE.  STANDARD DISK SET IN CONCRETE
 EP0169'BRIDGE ABUTMENT.  STAMPED L 12.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0944 ***********************************************************************
 DS0944  DESIGNATION -  L 122
 DS0944  PID         -  DS0944
 DS0944  STATE/COUNTY-  NM/CATRON
 DS0944  USGS QUAD   -  OAK PEAK (1965)
 DS0944
 DS0944                         *CURRENT SURVEY CONTROL
 DS0944  ___________________________________________________________________
 DS0944* NAD 83(1986)-  33 48 25.     (N)    107 44 53.     (W)     SCALED    
 DS0944* NAVD 88     -      2176.854  (meters)    7141.90   (feet)  ADJUSTED  
 DS0944  ___________________________________________________________________
 DS0944  GEOID HEIGHT-         -21.87  (meters)                     GEOID03
 DS0944  DYNAMIC HT  -        2173.407 (meters)    7130.59  (feet)  COMP
 DS0944  MODELED GRAV-     978,974.5   (mgal)                       NAVD 88
 DS0944
 DS0944  VERT ORDER  -  SECOND    CLASS 0
 DS0944
 DS0944.The horizontal coordinates were scaled from a topographic map and have
 DS0944.an estimated accuracy of +/- 6 seconds.
 DS0944
 DS0944.The orthometric height was determined by differential leveling
 DS0944.and adjusted by the National Geodetic Survey in June 1991..
 DS0944
 DS0944.The geoid height was determined by GEOID03.
 DS0944
 DS0944.The dynamic height is computed by dividing the NAVD 88
 DS0944.geopotential number by the normal gravity value computed on the
 DS0944.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0944.degrees latitude (g = 980.6199 gals.).
 DS0944
 DS0944.The modeled gravity was interpolated from observed gravity values.
 DS0944
 DS0944;                    North         East    Units  Estimated Accuracy
 DS0944;SPC NM W     -   311,250.      837,900.      MT  (+/- 180 meters Scaled)
 DS0944
 DS0944                          SUPERSEDED SURVEY CONTROL
 DS0944
 DS0944  NGVD 29 (??/??/92) 2175.910  (m)         7138.80   (f) ADJ UNCH    2 0
 DS0944
 DS0944.Superseded values are not recommended for survey control.
 DS0944.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0944.See file dsdata.txt to determine how the superseded data were derived.
 DS0944
 DS0944_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBT456441(NAD 83)
 DS0944_MARKER: DB = BENCH MARK DISK
 DS0944_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0944_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0944_STAMPING: L 122 1934
 DS0944_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0944+STABILITY: SURFACE MOTION
 DS0944
 DS0944  HISTORY     - Date     Condition        Report By
 DS0944  HISTORY     - 1934     MONUMENTED       CGS
 DS0944  HISTORY     - 1941     GOOD             NGS
 DS0944
 DS0944                          STATION DESCRIPTION
 DS0944
 DS0944'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 DS0944'37.1 MI SE FROM DATIL.
 DS0944'TO REACH BENCH MARK FROM THE POST OFFICE AT DATIL, GO 15.1 MILES EAST
 DS0944'ON U.S. HIGHWAY NO. 60 TO INTERSECTION OF STATE HIGHWAY NO. 52.
 DS0944'THENCE, TURN RIGHT (SOUTH) ONTO STATE HIGHWAY NO. 52, GO 19.0 MILES TO
 DS0944'INTERSECTION OF STATE HIGHWAY NO. 145. THENCE, TURN RIGHT (SOUTHWEST)
 DS0944'ONTO STATE HIGHWAY NO. 145 AND GO 3.0 MILES TO SITE OF BENCH MARK.
 DS0944'BENCH MARK IS ABOUT 400.0 FEET SOUTH OF THE FOOT OF SMALL DOME SHAPED
 DS0944'MOUNTAIN, ABOUT 200.0 FEET EAST OF A DIP IN HIGHWAY. 42.0 FEET
 DS0944'NORTHWEST OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE
 DS0944'HIGHWAY.  3.0 FEET SOUTH OF A 4 X 4 INCH WOODEN MARKER POST. THE
 DS0944'MONUMENT PROJECTS 0.6 FOOT.  A STANDARD DISK SET HORIZONTALLY IN
 DS0944'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0069 ***********************************************************************
 DT0069  DESIGNATION -  L 123
 DT0069  PID         -  DT0069
 DT0069  STATE/COUNTY-  NM/CATRON
 DT0069  USGS QUAD   -  WALL LAKE (1967)
 DT0069
 DT0069                         *CURRENT SURVEY CONTROL
 DT0069  ___________________________________________________________________
 DT0069* NAD 83(1986)-  33 20 26.     (N)    108 03 47.     (W)     SCALED    
 DT0069* NAVD 88     -      1974.343  (meters)    6477.49   (feet)  ADJUSTED  
 DT0069  ___________________________________________________________________
 DT0069  GEOID HEIGHT-         -22.57  (meters)                     GEOID03
 DT0069  DYNAMIC HT  -        1971.199 (meters)    6467.18  (feet)  COMP
 DT0069  MODELED GRAV-     978,974.9   (mgal)                       NAVD 88
 DT0069
 DT0069  VERT ORDER  -  SECOND    CLASS 0
 DT0069
 DT0069.The horizontal coordinates were scaled from a topographic map and have
 DT0069.an estimated accuracy of +/- 6 seconds.
 DT0069
 DT0069.The orthometric height was determined by differential leveling
 DT0069.and adjusted by the National Geodetic Survey in June 1991..
 DT0069
 DT0069.The geoid height was determined by GEOID03.
 DT0069
 DT0069.The dynamic height is computed by dividing the NAVD 88
 DT0069.geopotential number by the normal gravity value computed on the
 DT0069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0069.degrees latitude (g = 980.6199 gals.).
 DT0069
 DT0069.The modeled gravity was interpolated from observed gravity values.
 DT0069
 DT0069;                    North         East    Units  Estimated Accuracy
 DT0069;SPC NM W     -   259,550.      808,620.      MT  (+/- 180 meters Scaled)
 DT0069
 DT0069                          SUPERSEDED SURVEY CONTROL
 DT0069
 DT0069  NGVD 29 (??/??/92) 1973.430  (m)         6474.49   (f) ADJ UNCH    2 0
 DT0069
 DT0069.Superseded values are not recommended for survey control.
 DT0069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0069.See file dsdata.txt to determine how the superseded data were derived.
 DT0069
 DT0069_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYB733928(NAD 83)
 DT0069_MARKER: DB = BENCH MARK DISK
 DT0069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DT0069_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DT0069_STAMPING: L-123 1934
 DT0069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DT0069+STABILITY: SURFACE MOTION
 DT0069
 DT0069  HISTORY     - Date     Condition        Report By
 DT0069  HISTORY     - 1934     MONUMENTED       CGS
 DT0069
 DT0069                          STATION DESCRIPTION
 DT0069
 DT0069'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DT0069'11.2 MI S FROM BEAVERHEAD RANGER STA.
 DT0069'11.2 MI. S. ALONG ROAD TO SAN LORENZO.  AT A POINT WHERE ROAD STARTS
 DT0069'UP GRADE AND LEAVES TAYLOR CREEK, AND 23 FT. N.E. OF THE CENTER LINE
 DT0069'OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1169 ***********************************************************************
 CX1169  DESIGNATION -  L 124
 CX1169  PID         -  CX1169
 CX1169  STATE/COUNTY-  NM/GRANT
 CX1169  USGS QUAD   -  SAN LORENZO (1985)
 CX1169
 CX1169                         *CURRENT SURVEY CONTROL
 CX1169  ___________________________________________________________________
 CX1169* NAD 83(1986)-  32 51 20.     (N)    107 58 47.     (W)     SCALED    
 CX1169* NAVD 88     -      1820.628  (meters)    5973.18   (feet)  ADJUSTED  
 CX1169  ___________________________________________________________________
 CX1169  GEOID HEIGHT-         -23.12  (meters)                     GEOID03
 CX1169  DYNAMIC HT  -        1817.761 (meters)    5963.77  (feet)  COMP
 CX1169  MODELED GRAV-     978,998.4   (mgal)                       NAVD 88
 CX1169
 CX1169  VERT ORDER  -  SECOND    CLASS 0
 CX1169
 CX1169.The horizontal coordinates were scaled from a topographic map and have
 CX1169.an estimated accuracy of +/- 6 seconds.
 CX1169
 CX1169.The orthometric height was determined by differential leveling
 CX1169.and adjusted by the National Geodetic Survey in June 1991..
 CX1169
 CX1169.The geoid height was determined by GEOID03.
 CX1169
 CX1169.The dynamic height is computed by dividing the NAVD 88
 CX1169.geopotential number by the normal gravity value computed on the
 CX1169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX1169.degrees latitude (g = 980.6199 gals.).
 CX1169
 CX1169.The modeled gravity was interpolated from observed gravity values.
 CX1169
 CX1169;                    North         East    Units  Estimated Accuracy
 CX1169;SPC NM W     -   205,750.      816,300.      MT  (+/- 180 meters Scaled)
 CX1169
 CX1169                          SUPERSEDED SURVEY CONTROL
 CX1169
 CX1169  NGVD 29 (??/??/92) 1819.765  (m)         5970.35   (f) ADJ UNCH    2 0
 CX1169
 CX1169.Superseded values are not recommended for survey control.
 CX1169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1169.See file dsdata.txt to determine how the superseded data were derived.
 CX1169
 CX1169_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBS211392(NAD 83)
 CX1169_MARKER: DB = BENCH MARK DISK
 CX1169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX1169_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CX1169_STAMPING: L-124 1934
 CX1169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX1169+STABILITY: SURFACE MOTION
 CX1169
 CX1169  HISTORY     - Date     Condition        Report By
 CX1169  HISTORY     - 1934     MONUMENTED       CGS
 CX1169  HISTORY     - 1979     MARK NOT FOUND   USGS
 CX1169
 CX1169                          STATION DESCRIPTION
 CX1169
 CX1169'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CX1169'IN MIMBRES.
 CX1169'78 YDS. N.W. OF WALTER MOORES STORE, 44 YDS. N.W. OF INTERSECTION OF
 CX1169'ROADS TO GEORGETOWN AND BLACK CANYON (BEAVERHEAD), AND 23 FT. S.W. OF
 CX1169'THE CENTER LINE OF ROAD.
 CX1169
 CX1169                          STATION RECOVERY (1979)
 CX1169
 CX1169'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 CX1169'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0217 ***********************************************************************
 CY0217  DESIGNATION -  L 125
 CY0217  PID         -  CY0217
 CY0217  STATE/COUNTY-  NM/HIDALGO
 CY0217  USGS QUAD   -  CULBERSON RANCH (1963)
 CY0217
 CY0217                         *CURRENT SURVEY CONTROL
 CY0217  ___________________________________________________________________
 CY0217* NAD 83(1986)-  32 24 11.     (N)    108 40 59.     (W)     SCALED    
 CY0217* NAVD 88     -      1314.07   (+/-2cm)    4311.2    (feet)  VERTCON   
 CY0217  ___________________________________________________________________
 CY0217  GEOID HEIGHT-         -25.41  (meters)                     GEOID03
 CY0217
 CY0217  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CY0217
 CY0217.The horizontal coordinates were scaled from a topographic map and have
 CY0217.an estimated accuracy of +/- 6 seconds.
 CY0217
 CY0217.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0217.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0217.The vertical order pertains to the NGVD 29 superseded value.
 CY0217
 CY0217.The geoid height was determined by GEOID03.
 CY0217
 CY0217;                    North         East    Units  Estimated Accuracy
 CY0217;SPC NM W     -   155,880.      750,070.      MT  (+/- 180 meters Scaled)
 CY0217
 CY0217                          SUPERSEDED SURVEY CONTROL
 CY0217
 CY0217  NGVD 29 (??/??/92) 1313.321  (m)         4308.79   (f) ADJ UNCH    2 0
 CY0217
 CY0217.Superseded values are not recommended for survey control.
 CY0217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0217.See file dsdata.txt to determine how the superseded data were derived.
 CY0217
 CY0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYA179874(NAD 83)
 CY0217_MARKER: DB = BENCH MARK DISK
 CY0217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0217_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0217_STAMPING: L-125 1934
 CY0217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0217+STABILITY: SURFACE MOTION
 CY0217
 CY0217  HISTORY     - Date     Condition        Report By
 CY0217  HISTORY     - 1934     MONUMENTED       CGS
 CY0217  HISTORY     - 1953     GOOD             NGS
 CY0217
 CY0217                          STATION DESCRIPTION
 CY0217
 CY0217'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CY0217'4.0 MI NE FROM LORDSBURG.
 CY0217'4.0 MI. N.E. ALONG U.S. NO. 180.  43 FT. W. OF THE CENTER LINE OF A
 CY0217'CATTLE GUARD AND HWY., 9 FT. S. OF FENCE CORNER, AND 2 FT. W. OF FENCE
 CY0217'LINE.
 CY0217
 CY0217                          STATION RECOVERY (1953)
 CY0217
 CY0217'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 CY0217'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1162 ***********************************************************************
 CX1162  DESIGNATION -  L 127
 CX1162  PID         -  CX1162
 CX1162  STATE/COUNTY-  NM/SIERRA
 CX1162  USGS QUAD   -  HILLSBORO (1985)
 CX1162
 CX1162                         *CURRENT SURVEY CONTROL
 CX1162  ___________________________________________________________________
 CX1162* NAD 83(1986)-  32 55 24.     (N)    107 33 00.     (W)     SCALED    
 CX1162* NAVD 88     -      1596.722  (meters)    5238.58   (feet)  ADJUSTED  
 CX1162  ___________________________________________________________________
 CX1162  GEOID HEIGHT-         -23.21  (meters)                     GEOID03
 CX1162  DYNAMIC HT  -        1594.304 (meters)    5230.65  (feet)  COMP
 CX1162  MODELED GRAV-     979,067.2   (mgal)                       NAVD 88
 CX1162
 CX1162  VERT ORDER  -  SECOND    CLASS 0
 CX1162
 CX1162.The horizontal coordinates were scaled from a topographic map and have
 CX1162.an estimated accuracy of +/- 6 seconds.
 CX1162
 CX1162.The orthometric height was determined by differential leveling
 CX1162.and adjusted by the National Geodetic Survey in June 1991..
 CX1162
 CX1162.The geoid height was determined by GEOID03.
 CX1162
 CX1162.The dynamic height is computed by dividing the NAVD 88
 CX1162.geopotential number by the normal gravity value computed on the
 CX1162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX1162.degrees latitude (g = 980.6199 gals.).
 CX1162
 CX1162.The modeled gravity was interpolated from observed gravity values.
 CX1162
 CX1162;                    North         East    Units  Estimated Accuracy
 CX1162;SPC NM W     -   213,290.      856,500.      MT  (+/- 180 meters Scaled)
 CX1162
 CX1162                          SUPERSEDED SURVEY CONTROL
 CX1162
 CX1162  NGVD 29 (??/??/92) 1595.973  (m)         5236.12   (f) ADJ UNCH    2 0
 CX1162
 CX1162.Superseded values are not recommended for survey control.
 CX1162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1162.See file dsdata.txt to determine how the superseded data were derived.
 CX1162
 CX1162_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBS615456(NAD 83)
 CX1162_MARKER: DB = BENCH MARK DISK
 CX1162_SETTING: 80 = SET IN A BOULDER
 CX1162_STAMPING: L 127 1934
 CX1162_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX1162+STABILITY: SURFACE MOTION
 CX1162
 CX1162  HISTORY     - Date     Condition        Report By
 CX1162  HISTORY     - 1934     MONUMENTED       CGS
 CX1162  HISTORY     - 1953     GOOD             NGS
 CX1162  HISTORY     - 1979     MARK NOT FOUND   USGS
 CX1162
 CX1162                          STATION DESCRIPTION
 CX1162
 CX1162'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CX1162'1.1 MI NE FROM HILLSBORO.
 CX1162'1.1 MILES NORTHEAST ALONG STATE HIGHWAY 180 FROM ITS JUNCTION WITH
 CX1162'STATE HIGHWAY 27 AT HILLSBORO, 140 FEET SOUTHEAST OF A 15 INCH OAK
 CX1162'TREE, 18 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 1.8 FEET ABOVE
 CX1162'THE GROUND, SET IN THE TOP OF A 4X5 FOOT GRANITE BOULDER.
 CX1162
 CX1162                          STATION RECOVERY (1979)
 CX1162
 CX1162'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 CX1162'STATE HIGHWAY 180 HAS BEEN WIDENED AND REALIGNED, AND NOW HAS THE
 CX1162'NUMBER 90.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0046 ***********************************************************************
 DT0046  DESIGNATION -  L 128
 DT0046  PID         -  DT0046
 DT0046  STATE/COUNTY-  NM/CATRON
 DT0046  USGS QUAD   -  PITCHFORK CANYON (1963)
 DT0046
 DT0046                         *CURRENT SURVEY CONTROL
 DT0046  ___________________________________________________________________
 DT0046* NAD 83(1986)-  33 31 50.     (N)    108 29 42.     (W)     SCALED    
 DT0046* NAVD 88     -      2462.121  (meters)    8077.81   (feet)  ADJUSTED  
 DT0046  ___________________________________________________________________
 DT0046  GEOID HEIGHT-         -22.50  (meters)                     GEOID03
 DT0046  DYNAMIC HT  -        2458.004 (meters)    8064.30  (feet)  COMP
 DT0046  MODELED GRAV-     978,876.0   (mgal)                       NAVD 88
 DT0046
 DT0046  VERT ORDER  -  SECOND    CLASS 0
 DT0046
 DT0046.The horizontal coordinates were scaled from a topographic map and have
 DT0046.an estimated accuracy of +/- 6 seconds.
 DT0046
 DT0046.The orthometric height was determined by differential leveling
 DT0046.and adjusted by the National Geodetic Survey in June 1991..
 DT0046
 DT0046.The geoid height was determined by GEOID03.
 DT0046
 DT0046.The dynamic height is computed by dividing the NAVD 88
 DT0046.geopotential number by the normal gravity value computed on the
 DT0046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0046.degrees latitude (g = 980.6199 gals.).
 DT0046
 DT0046.The modeled gravity was interpolated from observed gravity values.
 DT0046
 DT0046;                    North         East    Units  Estimated Accuracy
 DT0046;SPC NM W     -   280,790.      768,540.      MT  (+/- 180 meters Scaled)
 DT0046
 DT0046                          SUPERSEDED SURVEY CONTROL
 DT0046
 DT0046  NGVD 29 (??/??/92) 2461.012  (m)         8074.17   (f) ADJ UNCH    2 0
 DT0046
 DT0046.Superseded values are not recommended for survey control.
 DT0046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0046.See file dsdata.txt to determine how the superseded data were derived.
 DT0046
 DT0046_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYC326129(NAD 83)
 DT0046_MARKER: DB = BENCH MARK DISK
 DT0046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DT0046_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DT0046_STAMPING: L-128 1934
 DT0046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DT0046+STABILITY: SURFACE MOTION
 DT0046
 DT0046  HISTORY     - Date     Condition        Report By
 DT0046  HISTORY     - 1934     MONUMENTED       CGS
 DT0046
 DT0046                          STATION DESCRIPTION
 DT0046
 DT0046'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DT0046'33.7 MI NW FROM BEAVERHEAD RANGER STA.
 DT0046'33.7 MI. NW OF BEAVERHEAD RANGER STATION.  (32.7 MI. NE OF MOGOLLON)
 DT0046'AT THE SUMMIT OF A SMALL RISE IN THE ROAD, 35 FT. E. OF THE CENTERLINE
 DT0046'OF THE ROAD, AND ABOUT 2 FT. ABOVE THE ROAD SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0196 ***********************************************************************
 CY0196  DESIGNATION -  L 129
 CY0196  PID         -  CY0196
 CY0196  STATE/COUNTY-  NM/HIDALGO
 CY0196  USGS QUAD   -  NINEMILE HILL (1964)
 CY0196
 CY0196                         *CURRENT SURVEY CONTROL
 CY0196  ___________________________________________________________________
 CY0196* NAD 83(1986)-  32 24 07.     (N)    108 50 28.     (W)     SCALED    
 CY0196* NAVD 88     -      1280.06   (+/-2cm)    4199.7    (feet)  VERTCON   
 CY0196  ___________________________________________________________________
 CY0196  GEOID HEIGHT-         -25.76  (meters)                     GEOID03
 CY0196
 CY0196  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CY0196
 CY0196.The horizontal coordinates were scaled from a topographic map and have
 CY0196.an estimated accuracy of +/- 6 seconds.
 CY0196
 CY0196.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0196.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0196.The vertical order pertains to the NGVD 29 superseded value.
 CY0196
 CY0196.The geoid height was determined by GEOID03.
 CY0196
 CY0196;                    North         East    Units  Estimated Accuracy
 CY0196;SPC NM W     -   155,880.      735,200.      MT  (+/- 180 meters Scaled)
 CY0196
 CY0196                          SUPERSEDED SURVEY CONTROL
 CY0196
 CY0196  NGVD 29 (??/??/92) 1279.325  (m)         4197.25   (f) ADJ UNCH    2 0
 CY0196
 CY0196.Superseded values are not recommended for survey control.
 CY0196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0196.See file dsdata.txt to determine how the superseded data were derived.
 CY0196
 CY0196_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYA030870(NAD 83)
 CY0196_MARKER: DB = BENCH MARK DISK
 CY0196_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0196_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0196_STAMPING: L 129 1934
 CY0196_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0196+STABILITY: SURFACE MOTION
 CY0196
 CY0196  HISTORY     - Date     Condition        Report By
 CY0196  HISTORY     - 1934     MONUMENTED       CGS
 CY0196  HISTORY     - 1953     GOOD             NGS
 CY0196
 CY0196                          STATION DESCRIPTION
 CY0196
 CY0196'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CY0196'8.8 MI NW FROM LORDSBURG.
 CY0196'8.8 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
 CY0196'STATION AT LORDSBURG, 1 POLE NORTHWEST OF MILEPOLE 1155, 68.4 FEET
 CY0196'NORTHEAST OF THE NORTHEAST RAIL, 3 FEET SOUTHEAST OF A WITNESS POST,
 CY0196'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE
 CY0196'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0356 ***********************************************************************
 CY0356  DESIGNATION -  L 131
 CY0356  PID         -  CY0356
 CY0356  STATE/COUNTY-  NM/HIDALGO
 CY0356  USGS QUAD   -  SAN SIMON CIENEGA (1987)
 CY0356
 CY0356                         *CURRENT SURVEY CONTROL
 CY0356  ___________________________________________________________________
 CY0356* NAD 83(1986)-  32 03 29.     (N)    109 00 19.     (W)     SCALED    
 CY0356* NAVD 88     -      1239.62   (+/-2cm)    4067.0    (feet)  VERTCON   
 CY0356  ___________________________________________________________________
 CY0356  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 CY0356
 CY0356  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CY0356
 CY0356.The horizontal coordinates were scaled from a topographic map and have
 CY0356.an estimated accuracy of +/- 6 seconds.
 CY0356
 CY0356.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0356.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0356.The vertical order pertains to the NGVD 29 superseded value.
 CY0356
 CY0356.The geoid height was determined by GEOID03.
 CY0356
 CY0356;                    North         East    Units  Estimated Accuracy
 CY0356;SPC NM W     -   117,910.      719,340.      MT  (+/- 180 meters Scaled)
 CY0356
 CY0356                          SUPERSEDED SURVEY CONTROL
 CY0356
 CY0356  NGVD 29 (??/??/92) 1238.859  (m)         4064.49   (f) ADJ UNCH    2 0
 CY0356
 CY0356.Superseded values are not recommended for survey control.
 CY0356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0356.See file dsdata.txt to determine how the superseded data were derived.
 CY0356
 CY0356_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXA883486(NAD 83)
 CY0356_MARKER: DB = BENCH MARK DISK
 CY0356_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0356_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0356_STAMPING: L 131 1934
 CY0356_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0356+STABILITY: SURFACE MOTION
 CY0356
 CY0356  HISTORY     - Date     Condition        Report By
 CY0356  HISTORY     - 1934     MONUMENTED       CGS
 CY0356  HISTORY     - 1953     GOOD             NGS
 CY0356  HISTORY     - 1983     MARK NOT FOUND   USGS
 CY0356
 CY0356                          STATION DESCRIPTION
 CY0356
 CY0356'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CY0356'15.9 MI N FROM RODEO.
 CY0356'15.9 MILES NORTH ALONG U.S. HIGHWAY 80 FROM THE SOUTHERN PACIFIC
 CY0356'RAILWAY STATION AT RODEO, 59 FEET SOUTHEAST OF THE CENTER LINE OF THE
 CY0356'HIGHWAY, 50 FEET NORTHEAST OF A TELEPHONE POLE, 3.0 FEET SOUTHWEST OF
 CY0356'A WITNESS POST, ABOUT 1 FOOT BELOW THE HIGHWAY, AND SET IN THE TOP OF
 CY0356'A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
 CY0356
 CY0356                          STATION RECOVERY (1983)
 CY0356
 CY0356'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 CY0356'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CF0014 ***********************************************************************
 CF0014  DESIGNATION -  L 132
 CF0014  PID         -  CF0014
 CF0014  STATE/COUNTY-  NM/GRANT
 CF0014  USGS QUAD   -  HACHITA (1982)
 CF0014
 CF0014                         *CURRENT SURVEY CONTROL
 CF0014  ___________________________________________________________________
 CF0014* NAD 83(1986)-  31 54 45.     (N)    108 17 32.     (W)     SCALED    
 CF0014* NAVD 88     -      1403.37   (+/-2cm)    4604.2    (feet)  VERTCON   
 CF0014  ___________________________________________________________________
 CF0014  GEOID HEIGHT-         -25.14  (meters)                     GEOID03
 CF0014
 CF0014  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 CF0014
 CF0014.The horizontal coordinates were scaled from a topographic map and have
 CF0014.an estimated accuracy of +/- 6 seconds.
 CF0014
 CF0014.The NAVD 88 height was computed by applying the VERTCON shift value to
 CF0014.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CF0014.The vertical order pertains to the NGVD 29 superseded value.
 CF0014
 CF0014.The geoid height was determined by GEOID03.
 CF0014
 CF0014;                    North         East    Units  Estimated Accuracy
 CF0014;SPC NM W     -   101,260.      786,600.      MT  (+/- 180 meters Scaled)
 CF0014
 CF0014                          SUPERSEDED SURVEY CONTROL
 CF0014
 CF0014  NGVD 29 (??/??/92) 1402.588  (m)         4601.66   (f) ADJ UNCH    2 0
 CF0014
 CF0014.Superseded values are not recommended for survey control.
 CF0014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0014.See file dsdata.txt to determine how the superseded data were derived.
 CF0014
 CF0014_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RYA560339(NAD 83)
 CF0014_MARKER: DB = BENCH MARK DISK
 CF0014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CF0014_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CF0014_STAMPING: L 132 1934
 CF0014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CF0014+STABILITY: SURFACE MOTION
 CF0014
 CF0014  HISTORY     - Date     Condition        Report By
 CF0014  HISTORY     - 1934     MONUMENTED       CGS
 CF0014  HISTORY     - 1953     GOOD             NGS
 CF0014  HISTORY     - 1958     GOOD             DOD
 CF0014  HISTORY     - 1981     GOOD             USGS
 CF0014
 CF0014                          STATION DESCRIPTION
 CF0014
 CF0014'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CF0014'1.7 MI E FROM HACHITA.
 CF0014'1.7 MILES EAST ALONG THE SOUTHERN PACIFIC RAILWAY FROM THE STATION AT
 CF0014'HACHITA, 85 FEET SOUTH OF THE SOUTH RAIL OF THE TRACK, 40 FEET SOUTH
 CF0014'OF MILEPOST 1208, 30 FEET NORTH OF THE CENTER LINE OF NEW MEXICO STATE
 CF0014'HIGHWAY 9, 2.0 FEET NORTH OF A FENCE, 3.0 FEET EAST OF A WITNESS POST,
 CF0014'ABOUT 3 FEET LOWER THAN THE TRACK, AND SET IN THE TOP OF A CONCRETE
 CF0014'POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 CF0014
 CF0014                          STATION RECOVERY (1958)
 CF0014
 CF0014'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1958
 CF0014'RECOVERED IN GOOD CONDITION.
 CF0014
 CF0014                          STATION RECOVERY (1981)
 CF0014
 CF0014'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 CF0014'1.8 MI E ALONG STATE HWY 9 FROM THE INT. OF STATE HIGHWAY 9 AND 81 N
 CF0014'IN HACHITA NEAR THE NE CORNER OF THE SW 1/4 OF SEC. 32, T 2M S, R 14
 CF0014'W, 30 FT. NE OF THE CENTERLINE OF THE HWY, 87 FT. SW OF THE
 CF0014'CENTERLINE OF THE OLD SOUTHERN PACIFIC RAILROAD GRADE, 3 FT. E OF A
 CF0014'WITNESS POST AND ABOUT 3 FT. LOWER THAN THE GRADE, SET IN A CONCRETE
 CF0014'POST PROJECTING ABOUT 0.5 FT. A STANDARD TABLET STAMPED L 132 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0325 ***********************************************************************
 CE0325  DESIGNATION -  L 133
 CE0325  PID         -  CE0325
 CE0325  STATE/COUNTY-  NM/LUNA
 CE0325  USGS QUAD   -  NORTH PEAK (1976)
 CE0325
 CE0325                         *CURRENT SURVEY CONTROL
 CE0325  ___________________________________________________________________
 CE0325* NAD 83(1986)-  31 53 48.     (N)    107 39 34.     (W)     SCALED    
 CE0325* NAVD 88     -      1283.655  (meters)    4211.46   (feet)  ADJUSTED  
 CE0325  ___________________________________________________________________
 CE0325  GEOID HEIGHT-         -24.80  (meters)                     GEOID03
 CE0325  DYNAMIC HT  -        1281.704 (meters)    4205.06  (feet)  COMP
 CE0325  MODELED GRAV-     979,074.8   (mgal)                       NAVD 88
 CE0325
 CE0325  VERT ORDER  -  SECOND    CLASS 0
 CE0325
 CE0325.The horizontal coordinates were scaled from a topographic map and have
 CE0325.an estimated accuracy of +/- 6 seconds.
 CE0325
 CE0325.The orthometric height was determined by differential leveling
 CE0325.and adjusted by the National Geodetic Survey in June 1991..
 CE0325
 CE0325.The geoid height was determined by GEOID03.
 CE0325
 CE0325.The dynamic height is computed by dividing the NAVD 88
 CE0325.geopotential number by the normal gravity value computed on the
 CE0325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0325.degrees latitude (g = 980.6199 gals.).
 CE0325
 CE0325.The modeled gravity was interpolated from observed gravity values.
 CE0325
 CE0325;                    North         East    Units  Estimated Accuracy
 CE0325;SPC NM W     -    99,430.      846,450.      MT  (+/- 180 meters Scaled)
 CE0325
 CE0325                          SUPERSEDED SURVEY CONTROL
 CE0325
 CE0325  NGVD 29 (??/??/92) 1283.044  (m)         4209.45   (f) ADJ UNCH    2 0
 CE0325
 CE0325.Superseded values are not recommended for survey control.
 CE0325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0325.See file dsdata.txt to determine how the superseded data were derived.
 CE0325
 CE0325_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RBR484320(NAD 83)
 CE0325_MARKER: DB = BENCH MARK DISK
 CE0325_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CE0325_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CE0325_STAMPING: L 133 1934
 CE0325_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CE0325+STABILITY: SURFACE MOTION
 CE0325
 CE0325  HISTORY     - Date     Condition        Report By
 CE0325  HISTORY     - 1934     MONUMENTED       CGS
 CE0325  HISTORY     - 1953     GOOD             NGS
 CE0325
 CE0325                          STATION DESCRIPTION
 CE0325
 CE0325'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CE0325'4.8 MI N FROM COLUMBUS.
 CE0325'4.8 MILES NORTH ALONG NEW MEXICO STATE HIGHWAY 11 FROM THE SOUTHERN
 CE0325'PACIFIC RAILWAY STATION AT COLUMBUS, 0.7 MILE NORTH NORTHEAST OF A
 CE0325'LONE WINDMILL, 135 FEET NORTH OF THE EAST END OF A CORRUGATED STEEL
 CE0325'CULVERT, 54 1/2 FEET WEST OF A ROW OF POLES, 42.5 FEET EAST OF THE
 CE0325'CENTER LINE OF THE HIGHWAY, 1.0 FOOT EAST OF A REFERENCE POST, AND SET
 CE0325'IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0946 ***********************************************************************
 CX0946  DESIGNATION -  L 134
 CX0946  PID         -  CX0946
 CX0946  STATE/COUNTY-  NM/LUNA
 CX0946  USGS QUAD   -  MYNDUS (1972)
 CX0946
 CX0946                         *CURRENT SURVEY CONTROL
 CX0946  ___________________________________________________________________
 CX0946* NAD 83(1986)-  32 15 18.     (N)    107 26 23.     (W)     SCALED    
 CX0946* NAVD 88     -      1262.837  (meters)    4143.16   (feet)  ADJUSTED  
 CX0946  ___________________________________________________________________
 CX0946  GEOID HEIGHT-         -24.34  (meters)                     GEOID03
 CX0946  DYNAMIC HT  -        1260.957 (meters)    4136.99  (feet)  COMP
 CX0946  MODELED GRAV-     979,105.9   (mgal)                       NAVD 88
 CX0946
 CX0946  VERT ORDER  -  SECOND    CLASS 0
 CX0946
 CX0946.The horizontal coordinates were scaled from a topographic map and have
 CX0946.an estimated accuracy of +/- 6 seconds.
 CX0946
 CX0946.The orthometric height was determined by differential leveling
 CX0946.and adjusted by the National Geodetic Survey in June 1991..
 CX0946
 CX0946.The geoid height was determined by GEOID03.
 CX0946
 CX0946.The dynamic height is computed by dividing the NAVD 88
 CX0946.geopotential number by the normal gravity value computed on the
 CX0946.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0946.degrees latitude (g = 980.6199 gals.).
 CX0946
 CX0946.The modeled gravity was interpolated from observed gravity values.
 CX0946
 CX0946;                    North         East    Units  Estimated Accuracy
 CX0946;SPC NM W     -   139,210.      867,090.      MT  (+/- 180 meters Scaled)
 CX0946
 CX0946                          SUPERSEDED SURVEY CONTROL
 CX0946
 CX0946  NGVD 29 (??/??/92) 1262.238  (m)         4141.19   (f) ADJ UNCH    2 0
 CX0946
 CX0946.Superseded values are not recommended for survey control.
 CX0946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0946.See file dsdata.txt to determine how the superseded data were derived.
 CX0946
 CX0946_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBR701713(NAD 83)
 CX0946_MARKER: DB = BENCH MARK DISK
 CX0946_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX0946_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CX0946_STAMPING: L 134 1934
 CX0946_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX0946+STABILITY: SURFACE MOTION
 CX0946
 CX0946  HISTORY     - Date     Condition        Report By
 CX0946  HISTORY     - 1934     MONUMENTED       CGS
 CX0946  HISTORY     - 1953     GOOD             NGS
 CX0946
 CX0946                          STATION DESCRIPTION
 CX0946
 CX0946'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CX0946'7.05 MI W FROM CAMBRAY.
 CX0946'7.05 MILES WEST ALONG THE SOUTHERN PACIFIC RAILWAY FROM THE STATION AT
 CX0946'CAMBRAY, 95.5 FEET SOUTH OF THE SOUTH RAIL OF THE TRACK, 47.3 FEET
 CX0946'SOUTHWEST OF MILEPOST 1227, 2.5 FEET NORTH OF THE SOUTH RIGHT-OF-WAY
 CX0946'FENCE, 1.0 FOOT SOUTH OF A REFERENCE POST, AND SET IN THE TOP OF A
 CX0946'CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0069 ***********************************************************************
 EQ0069  DESIGNATION -  L 135
 EQ0069  PID         -  EQ0069
 EQ0069  STATE/COUNTY-  NM/TORRANCE
 EQ0069  USGS QUAD   -  MILBOURN RANCH (1991)
 EQ0069
 EQ0069                         *CURRENT SURVEY CONTROL
 EQ0069  ___________________________________________________________________
 EQ0069* NAD 83(1986)-  34 50 39.     (N)    106 13 20.     (W)     SCALED    
 EQ0069* NAVD 88     -      2029.723  (meters)    6659.18   (feet)  ADJUSTED  
 EQ0069  ___________________________________________________________________
 EQ0069  GEOID HEIGHT-         -19.53  (meters)                     GEOID03
 EQ0069  DYNAMIC HT  -        2026.827 (meters)    6649.68  (feet)  COMP
 EQ0069  MODELED GRAV-     979,135.0   (mgal)                       NAVD 88
 EQ0069
 EQ0069  VERT ORDER  -  SECOND    CLASS 0
 EQ0069
 EQ0069.The horizontal coordinates were scaled from a topographic map and have
 EQ0069.an estimated accuracy of +/- 6 seconds.
 EQ0069
 EQ0069.The orthometric height was determined by differential leveling
 EQ0069.and adjusted by the National Geodetic Survey in June 1991..
 EQ0069
 EQ0069.The geoid height was determined by GEOID03.
 EQ0069
 EQ0069.The dynamic height is computed by dividing the NAVD 88
 EQ0069.geopotential number by the normal gravity value computed on the
 EQ0069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0069.degrees latitude (g = 980.6199 gals.).
 EQ0069
 EQ0069.The modeled gravity was interpolated from observed gravity values.
 EQ0069
 EQ0069;                    North         East    Units  Estimated Accuracy
 EQ0069;SPC NM C     -   426,290.      502,540.      MT  (+/- 180 meters Scaled)
 EQ0069
 EQ0069                          SUPERSEDED SURVEY CONTROL
 EQ0069
 EQ0069  NGVD 29 (??/??/92) 2028.845  (m)         6656.30   (f) ADJ UNCH    2 0
 EQ0069
 EQ0069.Superseded values are not recommended for survey control.
 EQ0069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0069.See file dsdata.txt to determine how the superseded data were derived.
 EQ0069
 EQ0069_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU882564(NAD 83)
 EQ0069_MARKER: DD = SURVEY DISK
 EQ0069_SETTING: 66 = SET IN ROCK OUTCROP
 EQ0069_SP_SET: ROCK
 EQ0069_STAMPING: L 135, 1934
 EQ0069_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EQ0069+STABILITY: POSITION/ELEVATION WELL
 EQ0069
 EQ0069  HISTORY     - Date     Condition        Report By
 EQ0069  HISTORY     - 1934     MONUMENTED       USFS
 EQ0069  HISTORY     - 1934     GOOD             NGS
 EQ0069
 EQ0069                          STATION DESCRIPTION
 EQ0069
 EQ0069'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 EQ0069'3.8 MI S FROM CHILILI.
 EQ0069'3.8 MI. S. OF CHURCH ALONG ROAD TO TAJIQU ABOUT 750 FT. N.E. OF A
 EQ0069'RANCH HOUSE ON THE W. SIDE OF THE ROAD, ABOUT 78 FT. E. OF THE CENTER
 EQ0069'LINE OF THE ROAD, ABOUT 48 FT. E. OF THE FENCE LINE, ABOUT 49 FT. E.
 EQ0069'OF THE FENCE LINE BETWEEN TWO CEDAR TREES, AND SET ON ROCK FLUSH WITH
 EQ0069'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0390 ***********************************************************************
 FN0390  DESIGNATION -  L 136
 FN0390  PID         -  FN0390
 FN0390  STATE/COUNTY-  NM/SAN MIGUEL
 FN0390  USGS QUAD   -  ROSILLA PEAK (1961)
 FN0390
 FN0390                         *CURRENT SURVEY CONTROL
 FN0390  ___________________________________________________________________
 FN0390* NAD 83(1986)-  35 43 35.     (N)    105 40 42.     (W)     SCALED    
 FN0390* NAVD 88     -      2327.570  (meters)    7636.37   (feet)  ADJUSTED  
 FN0390  ___________________________________________________________________
 FN0390  GEOID HEIGHT-         -17.10  (meters)                     GEOID03
 FN0390  DYNAMIC HT  -        2324.264 (meters)    7625.52  (feet)  COMP
 FN0390  MODELED GRAV-     979,128.4   (mgal)                       NAVD 88
 FN0390
 FN0390  VERT ORDER  -  SECOND    CLASS 0
 FN0390
 FN0390.The horizontal coordinates were scaled from a topographic map and have
 FN0390.an estimated accuracy of +/- 6 seconds.
 FN0390
 FN0390.The orthometric height was determined by differential leveling
 FN0390.and adjusted by the National Geodetic Survey in June 1991..
 FN0390
 FN0390.The geoid height was determined by GEOID03.
 FN0390
 FN0390.The dynamic height is computed by dividing the NAVD 88
 FN0390.geopotential number by the normal gravity value computed on the
 FN0390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FN0390.degrees latitude (g = 980.6199 gals.).
 FN0390
 FN0390.The modeled gravity was interpolated from observed gravity values.
 FN0390
 FN0390;                    North         East    Units  Estimated Accuracy
 FN0390;SPC NM E     -   525,000.       43,320.      MT  (+/- 180 meters Scaled)
 FN0390
 FN0390                          SUPERSEDED SURVEY CONTROL
 FN0390
 FN0390  NGVD 29 (??/??/92) 2326.478  (m)         7632.79   (f) ADJ UNCH    2 0
 FN0390
 FN0390.Superseded values are not recommended for survey control.
 FN0390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0390.See file dsdata.txt to determine how the superseded data were derived.
 FN0390
 FN0390_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV386538(NAD 83)
 FN0390_MARKER: DD = SURVEY DISK
 FN0390_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FN0390_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FN0390_STAMPING: L-136 1934
 FN0390_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FN0390+STABILITY: SURFACE MOTION
 FN0390
 FN0390  HISTORY     - Date     Condition        Report By
 FN0390  HISTORY     - 1934     MONUMENTED       USFS
 FN0390  HISTORY     - 1935     GOOD             NGS
 FN0390
 FN0390                          STATION DESCRIPTION
 FN0390
 FN0390'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 FN0390'8.1 MI S FROM CAMP OVERTON PRICE RANGER STA.
 FN0390'8.1 MI S ALONG STATE HWY NO. 63 25 FT. E. OF THE CENTER LINE OF STATE
 FN0390'NO. 63, AND 4 FT. N. OF A PONDEROSA PINE TREE 30 IN. IN DIAMETER,
 FN0390'ABOUT 100 FT N OF A LOG CABIN ON THE EAST SIDE OF THE ROAD, AND 50 FT
 FN0390'N OF A SMALL CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0514 ***********************************************************************
 FO0514  DESIGNATION -  L 137
 FO0514  PID         -  FO0514
 FO0514  STATE/COUNTY-  NM/SANDOVAL
 FO0514  USGS QUAD   -  RANCHO DEL CHAPARRAL (1970)
 FO0514
 FO0514                         *CURRENT SURVEY CONTROL
 FO0514  ___________________________________________________________________
 FO0514* NAD 83(1986)-  35 59 46.     (N)    106 49 33.     (W)     SCALED    
 FO0514* NAVD 88     -      2557.227  (meters)    8389.84   (feet)  ADJUSTED  
 FO0514  ___________________________________________________________________
 FO0514  GEOID HEIGHT-         -18.58  (meters)                     GEOID03
 FO0514  DYNAMIC HT  -        2553.572 (meters)    8377.84  (feet)  COMP
 FO0514  MODELED GRAV-     979,109.8   (mgal)                       NAVD 88
 FO0514
 FO0514  VERT ORDER  -  SECOND    CLASS 0
 FO0514
 FO0514.The horizontal coordinates were scaled from a topographic map and have
 FO0514.an estimated accuracy of +/- 6 seconds.
 FO0514
 FO0514.The orthometric height was determined by differential leveling
 FO0514.and adjusted by the National Geodetic Survey in June 1991..
 FO0514
 FO0514.The geoid height was determined by GEOID03.
 FO0514
 FO0514.The dynamic height is computed by dividing the NAVD 88
 FO0514.geopotential number by the normal gravity value computed on the
 FO0514.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0514.degrees latitude (g = 980.6199 gals.).
 FO0514
 FO0514.The modeled gravity was interpolated from observed gravity values.
 FO0514
 FO0514;                    North         East    Units  Estimated Accuracy
 FO0514;SPC NM C     -   554,240.      448,080.      MT  (+/- 180 meters Scaled)
 FO0514
 FO0514                          SUPERSEDED SURVEY CONTROL
 FO0514
 FO0514  NGVD 29 (??/??/92) 2556.121  (m)         8386.21   (f) ADJ UNCH    2 0
 FO0514
 FO0514.Superseded values are not recommended for survey control.
 FO0514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0514.See file dsdata.txt to determine how the superseded data were derived.
 FO0514
 FO0514_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV354850(NAD 83)
 FO0514_MARKER: DB = BENCH MARK DISK
 FO0514_SETTING: 80 = SET IN A BOULDER
 FO0514_SP_SET: BOULDER
 FO0514_STAMPING: L 137 1934
 FO0514_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO0514+STABILITY: SURFACE MOTION
 FO0514
 FO0514  HISTORY     - Date     Condition        Report By
 FO0514  HISTORY     - 1934     MONUMENTED       CGS
 FO0514  HISTORY     - 1941     GOOD             NGS
 FO0514
 FO0514                          STATION DESCRIPTION
 FO0514
 FO0514'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 FO0514'11.80 MI SE FROM CUBA.
 FO0514'TO REACH BENCH MARK FROM THE POST OFFICE AT CUBA, GO, 4.80 MILES
 FO0514'SOUTHEASTERLY ALONG STATE HIGHWAY NO. 126 TO INTERSECTION OF STATE
 FO0514'HIGHWAY NO. 126 AND ROAD LEADING TO SAN PABLO.  THENCE, TURN LEFT
 FO0514'(EAST) GO 7.00 MILES SOUTHEASTERLY TO SITE OF BENCH MARK.  BENCH MARK
 FO0514'IS 270.0 FEET SOUTH OF A BRIDGE CROSSING CLEAR CREEK.  54.0 FEET EAST
 FO0514'OF THE INTERSECTION OF STATE HIGHWAY NO. 126 AND ROAD LEADING TO SAN
 FO0514'PEDRO PARK.  26.0 FEET EAST OF AND APPROXIMATELY 1.0 FOOT BELOW THE
 FO0514'CENTER LINE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0444 ***********************************************************************
 GM0444  DESIGNATION -  L 138
 GM0444  PID         -  GM0444
 GM0444  STATE/COUNTY-  NM/RIO ARRIBA
 GM0444  USGS QUAD   -  TRUCHAS (1995)
 GM0444
 GM0444                         *CURRENT SURVEY CONTROL
 GM0444  ___________________________________________________________________
 GM0444* NAD 83(1986)-  36 04 57.     (N)    105 47 18.     (W)     SCALED    
 GM0444* NAVD 88     -      2470.859  (meters)    8106.48   (feet)  ADJUSTED  
 GM0444  ___________________________________________________________________
 GM0444  GEOID HEIGHT-         -17.47  (meters)                     GEOID03
 GM0444  DYNAMIC HT  -        2467.334 (meters)    8094.91  (feet)  COMP
 GM0444  MODELED GRAV-     979,116.1   (mgal)                       NAVD 88
 GM0444
 GM0444  VERT ORDER  -  SECOND    CLASS 0
 GM0444
 GM0444.The horizontal coordinates were scaled from a topographic map and have
 GM0444.an estimated accuracy of +/- 6 seconds.
 GM0444
 GM0444.The orthometric height was determined by differential leveling
 GM0444.and adjusted by the National Geodetic Survey in June 1991..
 GM0444
 GM0444.The geoid height was determined by GEOID03.
 GM0444
 GM0444.The dynamic height is computed by dividing the NAVD 88
 GM0444.geopotential number by the normal gravity value computed on the
 GM0444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GM0444.degrees latitude (g = 980.6199 gals.).
 GM0444
 GM0444.The modeled gravity was interpolated from observed gravity values.
 GM0444
 GM0444;                    North         East    Units  Estimated Accuracy
 GM0444;SPC NM C     -   563,770.      541,580.      MT  (+/- 180 meters Scaled)
 GM0444
 GM0444                          SUPERSEDED SURVEY CONTROL
 GM0444
 GM0444  NGVD 29 (??/??/92) 2469.691  (m)         8102.64   (f) ADJ UNCH    2 0
 GM0444
 GM0444.Superseded values are not recommended for survey control.
 GM0444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0444.See file dsdata.txt to determine how the superseded data were derived.
 GM0444
 GM0444_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV290933(NAD 83)
 GM0444_MARKER: DB = BENCH MARK DISK
 GM0444_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GM0444_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GM0444_STAMPING: L 138 1934
 GM0444_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GM0444+STABILITY: SURFACE MOTION
 GM0444
 GM0444  HISTORY     - Date     Condition        Report By
 GM0444  HISTORY     - 1934     MONUMENTED       CGS
 GM0444  HISTORY     - 1940     GOOD             NGS
 GM0444
 GM0444                          STATION DESCRIPTION
 GM0444
 GM0444'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 GM0444'3.8 MI NE FROM TRUCHAS.
 GM0444'TO REACH FROM TRUCHAS, PROCEED NORTHWARD INTO AND ACROSS TRUCHAS
 GM0444'CANYON AND UP LONG STEEP GRADE ON ROAD TOWARDS LAS TRAMPAS, GO 1.3
 GM0444'MILES.  CONTINUE NORTHWARD 0.4 MILE.  TURN RIGHT (NORTHEAST), GO 2.1
 GM0444'MILES.  BENCH MARK IS AT THE TOP OF A LONG GRADE.  23 FEET WEST OF
 GM0444'CENTER LINE OF THE ROAD.  7.0 FEET NORTH OF A LARGE PINON TREE.  2.0
 GM0444'FEET SOUTH OF A 4 X 4 INCH WHITE WOODEN POST PROJECTING 2.0 FEET.
 GM0444'MONUMENT PROJECTS 0.2 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0867 ***********************************************************************
 GM0867  DESIGNATION -  L 138 RESET
 GM0867  PID         -  GM0867
 GM0867  STATE/COUNTY-  NM/RIO ARRIBA
 GM0867  USGS QUAD   -  TRUCHAS (1995)
 GM0867
 GM0867                         *CURRENT SURVEY CONTROL
 GM0867  ___________________________________________________________________
 GM0867* NAD 83(1986)-  36 04 57.     (N)    105 47 18.     (W)     SCALED    
 GM0867* NAVD 88     -      2471.02   (+/-2cm)    8107.0    (feet)  VERTCON   
 GM0867  ___________________________________________________________________
 GM0867  GEOID HEIGHT-         -17.47  (meters)                     GEOID03
 GM0867
 GM0867  VERT ORDER  -  THIRD (See Below)
 GM0867
 GM0867.The horizontal coordinates were scaled from a topographic map and have
 GM0867.an estimated accuracy of +/- 6 seconds.
 GM0867
 GM0867.The NAVD 88 height was computed by applying the VERTCON shift value to
 GM0867.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GM0867.The vertical order pertains to the NGVD 29 superseded value.
 GM0867
 GM0867.The geoid height was determined by GEOID03.
 GM0867
 GM0867;                    North         East    Units  Estimated Accuracy
 GM0867;SPC NM C     -   563,770.      541,580.      MT  (+/- 180 meters Scaled)
 GM0867
 GM0867                          SUPERSEDED SURVEY CONTROL
 GM0867
 GM0867  NGVD 29 (06/15/00) 2469.88   (m)         8103.3    (f) RESET       3  
 GM0867
 GM0867.Superseded values are not recommended for survey control.
 GM0867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0867.See file dsdata.txt to determine how the superseded data were derived.
 GM0867
 GM0867_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV290933(NAD 83)
 GM0867_MARKER: DV = VERTICAL CONTROL DISK
 GM0867_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GM0867_SP_SET: CONCRETE POST
 GM0867_STAMPING: L 138 RESET 1965
 GM0867_MARK LOGO: CGS   
 GM0867_MAGNETIC: N = NO MAGNETIC MATERIAL
 GM0867_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GM0867+STABILITY: SURFACE MOTION
 GM0867
 GM0867  HISTORY     - Date     Condition        Report By
 GM0867  HISTORY     - 1965     MONUMENTED       LOCENG
 GM0867
 GM0867                          STATION DESCRIPTION
 GM0867
 GM0867'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1965
 GM0867'3.8 MILES NORTHEAST ACROSS TRUCHAS CANYON ALONG THE ROAD LEADING TO
 GM0867'LAS TRAMPAS FROM TRUCHAS, AT TOP OF LONG GRADE, 126.90 FEET RIGHT OF
 GM0867'CENTERLINE OF STATION 198 + 23, NMP S-1513(3).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0034 ***********************************************************************
 GN0034  DESIGNATION -  L 139
 GN0034  PID         -  GN0034
 GN0034  STATE/COUNTY-  NM/RIO ARRIBA
 GN0034  USGS QUAD   -  MULE CANYON (1995)
 GN0034
 GN0034                         *CURRENT SURVEY CONTROL
 GN0034  ___________________________________________________________________
 GN0034* NAD 83(1986)-  36 41 16.     (N)    106 07 15.     (W)     SCALED    
 GN0034* NAVD 88     -      2617.748  (meters)    8588.39   (feet)  ADJUSTED  
 GN0034  ___________________________________________________________________
 GN0034  GEOID HEIGHT-         -16.64  (meters)                     GEOID03
 GN0034  DYNAMIC HT  -        2614.034 (meters)    8576.21  (feet)  COMP
 GN0034  MODELED GRAV-     979,117.5   (mgal)                       NAVD 88
 GN0034
 GN0034  VERT ORDER  -  SECOND    CLASS 0
 GN0034
 GN0034.The horizontal coordinates were scaled from a topographic map and have
 GN0034.an estimated accuracy of +/- 6 seconds.
 GN0034
 GN0034.The orthometric height was determined by differential leveling
 GN0034.and adjusted by the National Geodetic Survey in June 1991..
 GN0034
 GN0034.The geoid height was determined by GEOID03.
 GN0034
 GN0034.The dynamic height is computed by dividing the NAVD 88
 GN0034.geopotential number by the normal gravity value computed on the
 GN0034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GN0034.degrees latitude (g = 980.6199 gals.).
 GN0034
 GN0034.The modeled gravity was interpolated from observed gravity values.
 GN0034
 GN0034;                    North         East    Units  Estimated Accuracy
 GN0034;SPC NM C     -   630,830.      511,540.      MT  (+/- 180 meters Scaled)
 GN0034
 GN0034                          SUPERSEDED SURVEY CONTROL
 GN0034
 GN0034  NGVD 29 (??/??/92) 2616.400  (m)         8583.97   (f) ADJ UNCH    2 0
 GN0034
 GN0034.Superseded values are not recommended for survey control.
 GN0034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0034.See file dsdata.txt to determine how the superseded data were derived.
 GN0034
 GN0034_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCA998608(NAD 83)
 GN0034_MARKER: DD = SURVEY DISK
 GN0034_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 GN0034_STAMPING: L 139 1935
 GN0034_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GN0034
 GN0034  HISTORY     - Date     Condition        Report By
 GN0034  HISTORY     - 1935     MONUMENTED       USFS
 GN0034  HISTORY     - 1940     GOOD             NGS
 GN0034
 GN0034                          STATION DESCRIPTION
 GN0034
 GN0034'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 GN0034'21.4 MI N FROM VALLECITOS.
 GN0034'21.4 MILES NORTH OF THE POST OFFICE IN VALLECITOS TO REACH FROM THE
 GN0034'POST OFFICE IN VALLECITOS, PROCEED NORTHWARD ON ROAD WHICH LEADS
 GN0034'TOWARDS TUSAS AND SAN ANTONE RANGER STATION, GO 21.4 MILES.  BENCH
 GN0034'MARK IS ON A STEEP SLOPE, OPPOSITE A GROUP OF FARM BUILDINGS.  ABOUT
 GN0034'425 FEET NORTH OF BARN AND CORRALS.  30 FEET NORTH OF CENTER LINE OF
 GN0034'THE ROAD.  15 FEET ABOVE LEVEL OF THE ROAD.  SET FLUSH AND
 GN0034'HORIZONTALLY IN ROCK WHICH PROJECTS 1.2 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0661 ***********************************************************************
 FM0661  DESIGNATION -  L 14
 FM0661  PID         -  FM0661
 FM0661  STATE/COUNTY-  NM/SAN MIGUEL
 FM0661  USGS QUAD   -  MEDINA MESA (1968)
 FM0661
 FM0661                         *CURRENT SURVEY CONTROL
 FM0661  ___________________________________________________________________
 FM0661* NAD 83(1986)-  35 26 21.     (N)    103 48 52.     (W)     SCALED    
 FM0661* NAVD 88     -      1254.795  (meters)    4116.77   (feet)  ADJUSTED  
 FM0661  ___________________________________________________________________
 FM0661  GEOID HEIGHT-         -22.53  (meters)                     GEOID03
 FM0661  DYNAMIC HT  -        1253.249 (meters)    4111.70  (feet)  COMP
 FM0661  MODELED GRAV-     979,358.4   (mgal)                       NAVD 88
 FM0661
 FM0661  VERT ORDER  -  SECOND    CLASS 0
 FM0661
 FM0661.The horizontal coordinates were scaled from a topographic map and have
 FM0661.an estimated accuracy of +/- 6 seconds.
 FM0661
 FM0661.The orthometric height was determined by differential leveling
 FM0661.and adjusted by the National Geodetic Survey in June 1991..
 FM0661
 FM0661.The geoid height was determined by GEOID03.
 FM0661
 FM0661.The dynamic height is computed by dividing the NAVD 88
 FM0661.geopotential number by the normal gravity value computed on the
 FM0661.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0661.degrees latitude (g = 980.6199 gals.).
 FM0661
 FM0661.The modeled gravity was interpolated from observed gravity values.
 FM0661
 FM0661;                    North         East    Units  Estimated Accuracy
 FM0661;SPC NM E     -   492,420.      212,110.      MT  (+/- 180 meters Scaled)
 FM0661
 FM0661                          SUPERSEDED SURVEY CONTROL
 FM0661
 FM0661  NGVD 29 (??/??/92) 1254.181  (m)         4114.76   (f) ADJ UNCH    2 0
 FM0661
 FM0661.Superseded values are not recommended for survey control.
 FM0661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0661.See file dsdata.txt to determine how the superseded data were derived.
 FM0661
 FM0661_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFV076223(NAD 83)
 FM0661_MARKER: DB = BENCH MARK DISK
 FM0661_SETTING: 66 = SET IN ROCK OUTCROP
 FM0661_SP_SET: ROCK LEDGE
 FM0661_STAMPING: L 14 1927
 FM0661_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FM0661+STABILITY: POSITION/ELEVATION WELL
 FM0661
 FM0661  HISTORY     - Date     Condition        Report By
 FM0661  HISTORY     - 1927     MONUMENTED       CGS
 FM0661  HISTORY     - 1969     GOOD             USGS
 FM0661
 FM0661                          STATION DESCRIPTION
 FM0661
 FM0661'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 FM0661'24.0 MI W FROM LOGAN.
 FM0661'FROM P.O. IN LOGAN GO 2.9 MI N OR N. MEX. HWY 39, THENCE LEFT ON
 FM0661'GRAVEL ROAD 16.0 MILES, TAKE LEFT FORK AND GO 65 MI. THENCE RIGHT ON
 FM0661'GRAVEL ROAD 0.1 MI TURN LEFT ON DIRT RD AND GO 1.1 MI TO OLD RR GRADE.
 FM0661'BM IS 420 FT N OF RD X-ING.  59 FT NW OF CENTERLINE OF THE OLD TRACK
 FM0661'IN ROCK LEDGE 4 FT HIGHER THAN THE RR BED A STANDARD DISK STAMPED L 14
 FM0661'1927.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0772 ***********************************************************************
 FO0772  DESIGNATION -  L 140
 FO0772  PID         -  FO0772
 FO0772  STATE/COUNTY-  NM/CIBOLA
 FO0772  USGS QUAD   -  SAN MATEO (1995)
 FO0772
 FO0772                         *CURRENT SURVEY CONTROL
 FO0772  ___________________________________________________________________
 FO0772* NAD 83(1986)-  35 20 08.     (N)    107 40 41.     (W)     SCALED    
 FO0772* NAVD 88     -      2152.515  (meters)    7062.04   (feet)  ADJUSTED  
 FO0772  ___________________________________________________________________
 FO0772  GEOID HEIGHT-         -20.20  (meters)                     GEOID03
 FO0772  DYNAMIC HT  -        2149.395 (meters)    7051.81  (feet)  COMP
 FO0772  MODELED GRAV-     979,107.3   (mgal)                       NAVD 88
 FO0772
 FO0772  VERT ORDER  -  SECOND    CLASS 0
 FO0772
 FO0772.The horizontal coordinates were scaled from a topographic map and have
 FO0772.an estimated accuracy of +/- 6 seconds.
 FO0772
 FO0772.The orthometric height was determined by differential leveling
 FO0772.and adjusted by the National Geodetic Survey in June 1991..
 FO0772
 FO0772.The geoid height was determined by GEOID03.
 FO0772
 FO0772.The dynamic height is computed by dividing the NAVD 88
 FO0772.geopotential number by the normal gravity value computed on the
 FO0772.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0772.degrees latitude (g = 980.6199 gals.).
 FO0772
 FO0772.The modeled gravity was interpolated from observed gravity values.
 FO0772
 FO0772;                    North         East    Units  Estimated Accuracy
 FO0772;SPC NM W     -   480,820.      844,120.      MT  (+/- 180 meters Scaled)
 FO0772
 FO0772                          SUPERSEDED SURVEY CONTROL
 FO0772
 FO0772  NGVD 29 (??/??/92) 2151.377  (m)         7058.31   (f) ADJ UNCH    2 0
 FO0772
 FO0772.Superseded values are not recommended for survey control.
 FO0772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0772.See file dsdata.txt to determine how the superseded data were derived.
 FO0772
 FO0772_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBV565135(NAD 83)
 FO0772_MARKER: DD = SURVEY DISK
 FO0772_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FO0772_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FO0772_STAMPING: L 140 1935
 FO0772_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO0772+STABILITY: SURFACE MOTION
 FO0772
 FO0772  HISTORY     - Date     Condition        Report By
 FO0772  HISTORY     - 1935     MONUMENTED       USFS
 FO0772  HISTORY     - 1941     GOOD             NGS
 FO0772
 FO0772                          STATION DESCRIPTION
 FO0772
 FO0772'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 FO0772'1.6 MI W FROM SAN MATEO.
 FO0772'TO REACH FROM THE POST OFFICE AT SAN MATEO-- GO 1.6 MILES WESTERLY
 FO0772'ALONG THE ROAD TO GRANTS TO THE SITE OF BENCH MARK.  BENCH MARK IS
 FO0772'ABOUT 0.5 MILE SOUTHEAST OF A WOODEN BRIDGE OVER SAN MATEO CREEK,
 FO0772'ABOUT 0.4 MILE NORTHWEST OF THE ENTRANCE TO A RANCH AND 32.0 FEET
 FO0772'SOUTHWEST OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE
 FO0772'ROAD.  IT IS 3.0 FEET NORTHWEST OF A 4X4-INCH WOODEN MARKER POST AND
 FO0772'1.7 FEET NORTHEAST OF FENCE.  A STD. U.S.F.S. DISK SET IN CONCRETE
 FO0772'POST PROJECTING 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0060 ***********************************************************************
 GN0060  DESIGNATION -  L 141
 GN0060  PID         -  GN0060
 GN0060  STATE/COUNTY-  NM/RIO ARRIBA
 GN0060  USGS QUAD   -  MULE CANYON (1995)
 GN0060
 GN0060                         *CURRENT SURVEY CONTROL
 GN0060  ___________________________________________________________________
 GN0060* NAD 83(1986)-  36 38 56.     (N)    106 02 03.     (W)     SCALED    
 GN0060* NAVD 88     -      2689.519  (meters)    8823.86   (feet)  ADJUSTED  
 GN0060  ___________________________________________________________________
 GN0060  GEOID HEIGHT-         -16.98  (meters)                     GEOID03
 GN0060  DYNAMIC HT  -        2685.659 (meters)    8811.20  (feet)  COMP
 GN0060  MODELED GRAV-     979,098.7   (mgal)                       NAVD 88
 GN0060
 GN0060  VERT ORDER  -  SECOND    CLASS 0
 GN0060
 GN0060.The horizontal coordinates were scaled from a topographic map and have
 GN0060.an estimated accuracy of +/- 6 seconds.
 GN0060
 GN0060.The orthometric height was determined by differential leveling
 GN0060.and adjusted by the National Geodetic Survey in June 1991..
 GN0060
 GN0060.The geoid height was determined by GEOID03.
 GN0060
 GN0060.The dynamic height is computed by dividing the NAVD 88
 GN0060.geopotential number by the normal gravity value computed on the
 GN0060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GN0060.degrees latitude (g = 980.6199 gals.).
 GN0060
 GN0060.The modeled gravity was interpolated from observed gravity values.
 GN0060
 GN0060;                    North         East    Units  Estimated Accuracy
 GN0060;SPC NM C     -   626,530.      519,300.      MT  (+/- 180 meters Scaled)
 GN0060
 GN0060                          SUPERSEDED SURVEY CONTROL
 GN0060
 GN0060  NGVD 29 (??/??/92) 2688.152  (m)         8819.38   (f) ADJ UNCH    2 0
 GN0060
 GN0060.Superseded values are not recommended for survey control.
 GN0060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0060.See file dsdata.txt to determine how the superseded data were derived.
 GN0060
 GN0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDA075564(NAD 83)
 GN0060_MARKER: DD = SURVEY DISK
 GN0060_SETTING: 80 = SET IN A BOULDER
 GN0060_STAMPING: L-141 1935
 GN0060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GN0060+STABILITY: SURFACE MOTION
 GN0060
 GN0060  HISTORY     - Date     Condition        Report By
 GN0060  HISTORY     - 1935     MONUMENTED       USFS
 GN0060  HISTORY     - 1965     GOOD             USGS
 GN0060
 GN0060                          STATION DESCRIPTION
 GN0060
 GN0060'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 GN0060'4.7 MI W FROM TRES PIEDRAS.
 GN0060'4.5 MILES WEST, ALONG STATE HIGHWAY NO. 111, FROM U.S. 285 AT TRES
 GN0060'PIEDRAS, NEW MEXICO.  ON TOP OF A DIVIDE, 62 FEET SOUTHEAST OF CENTER
 GN0060'OF CATTLEGUARD, 1 FOOT SW OF FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0755 ***********************************************************************
 CX0755  DESIGNATION -  L 142
 CX0755  PID         -  CX0755
 CX0755  STATE/COUNTY-  NM/DONA ANA
 CX0755  USGS QUAD   -  AFTON (1978)
 CX0755
 CX0755                         *CURRENT SURVEY CONTROL
 CX0755  ___________________________________________________________________
 CX0755* NAD 83(1986)-  32 01 44.     (N)    106 52 57.     (W)     SCALED    
 CX0755* NAVD 88     -      1281.834  (meters)    4205.48   (feet)  ADJUSTED  
 CX0755  ___________________________________________________________________
 CX0755  GEOID HEIGHT-         -24.18  (meters)                     GEOID03
 CX0755  DYNAMIC HT  -        1279.894 (meters)    4199.12  (feet)  COMP
 CX0755  MODELED GRAV-     979,081.2   (mgal)                       NAVD 88
 CX0755
 CX0755  VERT ORDER  -  SECOND    CLASS 0
 CX0755
 CX0755.The horizontal coordinates were scaled from a topographic map and have
 CX0755.an estimated accuracy of +/- 6 seconds.
 CX0755
 CX0755.The orthometric height was determined by differential leveling
 CX0755.and adjusted by the National Geodetic Survey in June 1991..
 CX0755
 CX0755.The geoid height was determined by GEOID03.
 CX0755
 CX0755.The dynamic height is computed by dividing the NAVD 88
 CX0755.geopotential number by the normal gravity value computed on the
 CX0755.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0755.degrees latitude (g = 980.6199 gals.).
 CX0755
 CX0755.The modeled gravity was interpolated from observed gravity values.
 CX0755
 CX0755;                    North         East    Units  Estimated Accuracy
 CX0755;SPC NM C     -   114,250.      440,260.      MT  (+/- 180 meters Scaled)
 CX0755
 CX0755                          SUPERSEDED SURVEY CONTROL
 CX0755
 CX0755  NGVD 29 (??/??/92) 1281.244  (m)         4203.55   (f) ADJ UNCH    2 0
 CX0755
 CX0755.Superseded values are not recommended for survey control.
 CX0755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0755.See file dsdata.txt to determine how the superseded data were derived.
 CX0755
 CX0755_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR222451(NAD 83)
 CX0755_MARKER: DB = BENCH MARK DISK
 CX0755_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX0755_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CX0755_STAMPING: L 142 1934
 CX0755_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX0755+STABILITY: SURFACE MOTION
 CX0755
 CX0755  HISTORY     - Date     Condition        Report By
 CX0755  HISTORY     - 1934     MONUMENTED       NMGS
 CX0755  HISTORY     - 1953     GOOD             NGS
 CX0755
 CX0755                          STATION DESCRIPTION
 CX0755
 CX0755'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CX0755'9.5 MI E FROM KENZIN.
 CX0755'9.5 MILES EAST ALONG THE SOUTHERN PACIFIC RAILWAY FROM THE STATION AT
 CX0755'KENZIN, 4.95 MILES EAST OF THE OLD STATION SITE AT AFTON, 95.2 FEET
 CX0755'SOUTHWEST OF THE SOUTHWEST RAIL OF THE TRACK, 38.5 FEET SOUTHWEST OF
 CX0755'MILEPOST 1264, 24 FEET NORTHWEST OF THE CENTER LINE OF A TRAIL ROAD
 CX0755'PARALLELING THE TRACK, 3.2 FEET NORTHEAST OF THE SOUTHWEST
 CX0755'RIGHT-OF-WAY FENCE, 1.5 FEET SOUTHWEST OF A REFERENCE POST, AND SET IN
 CX0755'THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0281 ***********************************************************************
 CE0281  DESIGNATION -  L 143
 CE0281  PID         -  CE0281
 CE0281  STATE/COUNTY-  NM/DONA ANA
 CE0281  USGS QUAD   -  STRAUSS (1994)
 CE0281
 CE0281                         *CURRENT SURVEY CONTROL
 CE0281  ___________________________________________________________________
 CE0281* NAD 83(1986)-  31 49 03.     (N)    106 44 26.     (W)     SCALED    
 CE0281* NAVD 88     -      1248.224  (meters)    4095.21   (feet)  ADJUSTED  
 CE0281  ___________________________________________________________________
 CE0281  GEOID HEIGHT-         -24.18  (meters)                     GEOID03
 CE0281  DYNAMIC HT  -        1246.326 (meters)    4088.99  (feet)  COMP
 CE0281  MODELED GRAV-     979,075.7   (mgal)                       NAVD 88
 CE0281
 CE0281  VERT ORDER  -  SECOND    CLASS 0
 CE0281
 CE0281.The horizontal coordinates were scaled from a topographic map and have
 CE0281.an estimated accuracy of +/- 6 seconds.
 CE0281
 CE0281.The orthometric height was determined by differential leveling
 CE0281.and adjusted by the National Geodetic Survey in June 1991..
 CE0281
 CE0281.The geoid height was determined by GEOID03.
 CE0281
 CE0281.The dynamic height is computed by dividing the NAVD 88
 CE0281.geopotential number by the normal gravity value computed on the
 CE0281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CE0281.degrees latitude (g = 980.6199 gals.).
 CE0281
 CE0281.The modeled gravity was interpolated from observed gravity values.
 CE0281
 CE0281;                    North         East    Units  Estimated Accuracy
 CE0281;SPC NM C     -    90,740.      453,560.      MT  (+/- 180 meters Scaled)
 CE0281
 CE0281                          SUPERSEDED SURVEY CONTROL
 CE0281
 CE0281  NGVD 29 (??/??/92) 1247.665  (m)         4093.38   (f) ADJ UNCH    2 0
 CE0281
 CE0281.Superseded values are not recommended for survey control.
 CE0281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0281.See file dsdata.txt to determine how the superseded data were derived.
 CE0281
 CE0281_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RCR352215(NAD 83)
 CE0281_MARKER: DB = BENCH MARK DISK
 CE0281_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CE0281_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CE0281_STAMPING: L 143 1935
 CE0281_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CE0281+STABILITY: SURFACE MOTION
 CE0281
 CE0281  HISTORY     - Date     Condition        Report By
 CE0281  HISTORY     - 1935     MONUMENTED       CGS
 CE0281  HISTORY     - 1953     GOOD             NGS
 CE0281
 CE0281                          STATION DESCRIPTION
 CE0281
 CE0281'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CE0281'7.0 MI E FROM NORIA.
 CE0281'7.0 MILES EAST ALONG THE SOUTHERN PACIFIC RAILWAY FROM THE SECTION
 CE0281'FOREMANS HOUSE AT NORIA, ABOUT 2.6 MILES WEST OF THE OLD STATION SITE
 CE0281'AT MASTODON, 6 1/2 POLES EAST OF MILEPOST 1306, 95.4 FEET NORTH OF THE
 CE0281'NORTH RAIL OF THE TRACK, 60 1/2 FEET EAST NORTHEAST OF A TELEPHONE
 CE0281'POLE, 8 FEET NORTH OF A ROW OF POLES, 1.8 FEET SOUTH OF THE NORTH
 CE0281'RIGHT-OF-WAY FENCE, 1.8 FEET SOUTH OF A REFERENCE POST, AND SET IN THE
 CE0281'TOP OF A CONCRETE POST WHICH IS COVERED OVER WITH 0.4 FOOT OF DRIFTING
 CE0281'SAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0492 ***********************************************************************
 DR0492  DESIGNATION -  L 144
 DR0492  PID         -  DR0492
 DR0492  STATE/COUNTY-  NM/LINCOLN
 DR0492  USGS QUAD   -  ARROYO SERRANO WEST (1981)
 DR0492
 DR0492                         *CURRENT SURVEY CONTROL
 DR0492  ___________________________________________________________________
 DR0492* NAD 83(1986)-  33 44 02.     (N)    105 08 48.     (W)     SCALED    
 DR0492* NAVD 88     -      1606.325  (meters)    5270.08   (feet)  ADJUSTED  
 DR0492  ___________________________________________________________________
 DR0492  GEOID HEIGHT-         -21.75  (meters)                     GEOID03
 DR0492  DYNAMIC HT  -        1603.983 (meters)    5262.40  (feet)  COMP
 DR0492  MODELED GRAV-     979,122.2   (mgal)                       NAVD 88
 DR0492
 DR0492  VERT ORDER  -  SECOND    CLASS 0
 DR0492
 DR0492.The horizontal coordinates were scaled from a topographic map and have
 DR0492.an estimated accuracy of +/- 6 seconds.
 DR0492
 DR0492.The orthometric height was determined by differential leveling
 DR0492.and adjusted by the National Geodetic Survey in June 1991..
 DR0492
 DR0492.The geoid height was determined by GEOID03.
 DR0492
 DR0492.The dynamic height is computed by dividing the NAVD 88
 DR0492.geopotential number by the normal gravity value computed on the
 DR0492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0492.degrees latitude (g = 980.6199 gals.).
 DR0492
 DR0492.The modeled gravity was interpolated from observed gravity values.
 DR0492
 DR0492;                    North         East    Units  Estimated Accuracy
 DR0492;SPC NM C     -   303,690.      602,240.      MT  (+/- 180 meters Scaled)
 DR0492
 DR0492                          SUPERSEDED SURVEY CONTROL
 DR0492
 DR0492  NGVD 29 (??/??/92) 1605.606  (m)         5267.73   (f) ADJ UNCH    2 0
 DR0492
 DR0492.Superseded values are not recommended for survey control.
 DR0492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0492.See file dsdata.txt to determine how the superseded data were derived.
 DR0492
 DR0492_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDT864326(NAD 83)
 DR0492_MARKER: DB = BENCH MARK DISK
 DR0492_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR0492_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DR0492_STAMPING: L-144 1935
 DR0492_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR0492+STABILITY: SURFACE MOTION
 DR0492
 DR0492  HISTORY     - Date     Condition        Report By
 DR0492  HISTORY     - 1935     MONUMENTED       CGS
 DR0492  HISTORY     - 1939     GOOD             NGS
 DR0492  HISTORY     - 1978     GOOD             USGS
 DR0492
 DR0492                          STATION DESCRIPTION
 DR0492
 DR0492'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DR0492'6.0 MI N FROM PURCELLA SCHOOLHOUSE.
 DR0492'6.0 MI. N. ALONG DIM COUNTRY ROAD 0.25 MI. S.E. OF TWO SMALL FRAME
 DR0492'BLDGS., 200 YDS. E. OF NEW BUILDINGS, 250 YDS. E. OF A CORRAL, AND 37
 DR0492'FT. S.W. OF THE CENTER LINE OF DIM ROAD.  NOTE-- 150 YDS E. OF E FACE
 DR0492'OF LOG SLAB VENEER SHACK.
 DR0492
 DR0492                          STATION RECOVERY (1939)
 DR0492
 DR0492'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1939
 DR0492'RECOVERED IN GOOD CONDITION.
 DR0492
 DR0492                          STATION RECOVERY (1978)
 DR0492
 DR0492'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 DR0492'CAPITAN, 35.7 MI. NE ALONG STATE HWY. 48 FROM THE JCT. WITH U.S. HWY.
 DR0492'380 AT, TO ENTRANCE TO SMOOT RANCH, THENCE 5.8 MI. N. ALONG MAIN
 DR0492'PASTURE ROAD ON SMOOT RANCH. PASSING THROUGH GATE AT 1.0 MILE, AT 2.1
 DR0492'MILES AND AT 5.0 MILES IN SW 1/4 OF NE 1/4 SEC. 3, T7S, R18W. 860 FT.
 DR0492'SE OF WINDMILL, 425 FT. SE OF OLD RANCH HOUSE, 22 FT. N. AND 150 FT.
 DR0492'E. OF FENCE CORNER SOUTH AND WEST. 48 FT. NE CENTER LINE ROAD. IN
 DR0492'CONCRETE POST PROJECTING 1.0 FT. ABOVE GROUND, A STANDARD DISK,
 DR0492'STAMPED L 144 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0151 ***********************************************************************
 EP0151  DESIGNATION -  L 145
 EP0151  PID         -  EP0151
 EP0151  STATE/COUNTY-  NM/LINCOLN
 EP0151  USGS QUAD   -  RAMON (1982)
 EP0151
 EP0151                         *CURRENT SURVEY CONTROL
 EP0151  ___________________________________________________________________
 EP0151* NAD 83(1986)-  34 10 03.     (N)    104 56 42.     (W)     SCALED    
 EP0151* NAVD 88     -      1555.926  (meters)    5104.73   (feet)  ADJUSTED  
 EP0151  ___________________________________________________________________
 EP0151  GEOID HEIGHT-         -22.54  (meters)                     GEOID03
 EP0151  DYNAMIC HT  -        1553.716 (meters)    5097.48  (feet)  COMP
 EP0151  MODELED GRAV-     979,161.0   (mgal)                       NAVD 88
 EP0151
 EP0151  VERT ORDER  -  SECOND    CLASS 0
 EP0151
 EP0151.The horizontal coordinates were scaled from a topographic map and have
 EP0151.an estimated accuracy of +/- 6 seconds.
 EP0151
 EP0151.The orthometric height was determined by differential leveling
 EP0151.and adjusted by the National Geodetic Survey in June 1991..
 EP0151
 EP0151.The geoid height was determined by GEOID03.
 EP0151
 EP0151.The dynamic height is computed by dividing the NAVD 88
 EP0151.geopotential number by the normal gravity value computed on the
 EP0151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EP0151.degrees latitude (g = 980.6199 gals.).
 EP0151
 EP0151.The modeled gravity was interpolated from observed gravity values.
 EP0151
 EP0151;                    North         East    Units  Estimated Accuracy
 EP0151;SPC NM C     -   352,000.      620,320.      MT  (+/- 180 meters Scaled)
 EP0151
 EP0151                          SUPERSEDED SURVEY CONTROL
 EP0151
 EP0151  NGVD 29 (??/??/92) 1555.182  (m)         5102.29   (f) ADJ UNCH    2 0
 EP0151
 EP0151.Superseded values are not recommended for survey control.
 EP0151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EP0151.See file dsdata.txt to determine how the superseded data were derived.
 EP0151
 EP0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SET050807(NAD 83)
 EP0151_MARKER: DB = BENCH MARK DISK
 EP0151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EP0151_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EP0151_STAMPING: L 145 1935
 EP0151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EP0151+STABILITY: SURFACE MOTION
 EP0151
 EP0151  HISTORY     - Date     Condition        Report By
 EP0151  HISTORY     - 1935     MONUMENTED       CGS
 EP0151  HISTORY     - 1966     GOOD             USGS
 EP0151
 EP0151                          STATION DESCRIPTION
 EP0151
 EP0151'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 EP0151'5.1 MI SW FROM RAMON.
 EP0151'RAMON, 1.5 MI. WEST AND 0.5 MI. SOUTH OF ALONG GRADED RD. PASSING
 EP0151'THROUGH A RANCH YARD, THENCE 1.8 MI. SOUTH AND SW. ALONG GRADED RD. TO
 EP0151'A RD. JCT. AT THE CORNER OF SECS. 21,22,28,27, T 1 S, R 19 E, THENCE
 EP0151'SOUTH 2.6 MI. ALONG TRACK RD.  AT THE TOP OF A HILL.  ABOUT 1200 FT.
 EP0151'NORTH OF A RD. FORK.  39 FT. EAST OF 1/4 SEC. COR. 4/3.  11 FT. EAST
 EP0151'OF THE C/L OF THE RD.  A STANDARD DISK, STAMPED L 145 1935 AND SET IN
 EP0151'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0195 ***********************************************************************
 DR0195  DESIGNATION -  L 146
 DR0195  PID         -  DR0195
 DR0195  STATE/COUNTY-  NM/CHAVES
 DR0195  USGS QUAD   -  BAR C BAR RANCH (1991)
 DR0195
 DR0195                         *CURRENT SURVEY CONTROL
 DR0195  ___________________________________________________________________
 DR0195* NAD 83(1986)-  33 13 41.     (N)    104 07 45.     (W)     SCALED    
 DR0195* NAVD 88     -      1089.325  (meters)    3573.89   (feet)  POSTED    
 DR0195  ___________________________________________________________________
 DR0195  GEOID HEIGHT-         -22.98  (meters)                     GEOID03
 DR0195  DYNAMIC HT  -        1087.840 (meters)    3569.02  (feet)  COMP
 DR0195  MODELED GRAV-     979,235.4   (mgal)                       NAVD 88
 DR0195
 DR0195  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 DR0195
 DR0195.The horizontal coordinates were scaled from a topographic map and have
 DR0195.an estimated accuracy of +/- 6 seconds.
 DR0195
 DR0195.The orthometric height was determined by differential leveling
 DR0195.and adjusted by the National Geodetic Survey in 1992..
 DR0195.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 DR0195.rate of 2.1 thru 3.0 mm/km.
 DR0195
 DR0195.The geoid height was determined by GEOID03.
 DR0195
 DR0195.The dynamic height is computed by dividing the NAVD 88
 DR0195.geopotential number by the normal gravity value computed on the
 DR0195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0195.degrees latitude (g = 980.6199 gals.).
 DR0195
 DR0195.The modeled gravity was interpolated from observed gravity values.
 DR0195
 DR0195;                    North         East    Units  Estimated Accuracy
 DR0195;SPC NM E     -   247,060.      184,030.      MT  (+/- 180 meters Scaled)
 DR0195
 DR0195                          SUPERSEDED SURVEY CONTROL
 DR0195
 DR0195  NGVD 29 (??/??/92) 1088.861  (m)         3572.37   (f) ADJ UNCH    2 0
 DR0195
 DR0195.Superseded values are not recommended for survey control.
 DR0195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0195.See file dsdata.txt to determine how the superseded data were derived.
 DR0195
 DR0195_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES811769(NAD 83)
 DR0195_MARKER: DB = BENCH MARK DISK
 DR0195_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR0195_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DR0195_STAMPING: L 146 1935
 DR0195_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR0195+STABILITY: SURFACE MOTION
 DR0195
 DR0195  HISTORY     - Date     Condition        Report By
 DR0195  HISTORY     - 1935     MONUMENTED       CGS
 DR0195  HISTORY     - 1941     GOOD             NGS
 DR0195
 DR0195                          STATION DESCRIPTION
 DR0195
 DR0195'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 DR0195'36.0 MI SE FROM ROSWELL.
 DR0195'TO REACH BENCH MARK FROM SECOND AND MAIN STREETS IN ROSWELL, PROCEED
 DR0195'EAST ON U. S. HIGHWAY NO. 380, GO 22.0 MILES TO ROAD PARALLELING LONG
 DR0195'ARROYO, VIA THE WHITE RANCH.  THENCE, TURN RIGHT (SOUTH), GO 2.5 MILES
 DR0195'TO RANCH BUILDINGS.  THENCE, PASS THROUGH GATE AND CONTINUE ON SOUTH,
 DR0195'GO 11.5 MILES TO SITE OF BENCH MARK.  BENCH MARK IS 12.0 MILES NORTH
 DR0195'OF WHERE STATE HIGHWAY NO. 31 CROSSES LONG ARROYO.  1.9 MILES NORTH OF
 DR0195'A LARGE STEEL WATER TANK.  12 FEET EAST OF AND ABOUT THE SAME
 DR0195'ELEVATION AS THE CENTER LINE OF THE ROAD.  3 FEET WEST OF A 4 X 4 INCH
 DR0195'WOODEN MARKER POST, AND ON THE WEST SLOPE OF A SMALL HILL. THE
 DR0195'MONUMENT PROJECTS 0.6 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0476 ***********************************************************************
 DQ0476  DESIGNATION -  L 147
 DQ0476  PID         -  DQ0476
 DQ0476  STATE/COUNTY-  NM/CHAVES
 DQ0476  USGS QUAD   -  MESCALERO POINT (1973)
 DQ0476
 DQ0476                         *CURRENT SURVEY CONTROL
 DQ0476  ___________________________________________________________________
 DQ0476* NAD 83(1986)-  33 20 09.     (N)    103 47 45.     (W)     SCALED    
 DQ0476* NAVD 88     -      1357.619  (meters)    4454.12   (feet)  ADJUSTED  
 DQ0476  ___________________________________________________________________
 DQ0476  GEOID HEIGHT-         -22.45  (meters)                     GEOID03
 DQ0476  DYNAMIC HT  -        1355.737 (meters)    4447.95  (feet)  COMP
 DQ0476  MODELED GRAV-     979,203.2   (mgal)                       NAVD 88
 DQ0476
 DQ0476  VERT ORDER  -  SECOND    CLASS 0
 DQ0476
 DQ0476.The horizontal coordinates were scaled from a topographic map and have
 DQ0476.an estimated accuracy of +/- 6 seconds.
 DQ0476
 DQ0476.The orthometric height was determined by differential leveling
 DQ0476.and adjusted by the National Geodetic Survey in June 1991..
 DQ0476
 DQ0476.The geoid height was determined by GEOID03.
 DQ0476
 DQ0476.The dynamic height is computed by dividing the NAVD 88
 DQ0476.geopotential number by the normal gravity value computed on the
 DQ0476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0476.degrees latitude (g = 980.6199 gals.).
 DQ0476
 DQ0476.The modeled gravity was interpolated from observed gravity values.
 DQ0476
 DQ0476;                    North         East    Units  Estimated Accuracy
 DQ0476;SPC NM E     -   259,130.      215,040.      MT  (+/- 180 meters Scaled)
 DQ0476
 DQ0476                          SUPERSEDED SURVEY CONTROL
 DQ0476
 DQ0476  NGVD 29 (??/??/92) 1357.082  (m)         4452.36   (f) ADJ UNCH    2 0
 DQ0476
 DQ0476.Superseded values are not recommended for survey control.
 DQ0476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0476.See file dsdata.txt to determine how the superseded data were derived.
 DQ0476
 DQ0476_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFS120891(NAD 83)
 DQ0476_MARKER: DB = BENCH MARK DISK
 DQ0476_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0476_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DQ0476_STAMPING: L 147 1935
 DQ0476_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0476+STABILITY: SURFACE MOTION
 DQ0476
 DQ0476  HISTORY     - Date     Condition        Report By
 DQ0476  HISTORY     - 1935     MONUMENTED       CGS
 DQ0476
 DQ0476                          STATION DESCRIPTION
 DQ0476
 DQ0476'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DQ0476'14.6 MI SW FROM CAPROCK.
 DQ0476'8.8 MI. S. W. ALONG U. S. NO. 380 ON MALJAMAR ROAD 5.8 MI. SOUTH OF
 DQ0476'JUNCTION WITH U. S. NO. 380, ABOUT 1 MI. W. OF LARGE RANCH HOUSE. AND
 DQ0476'70 FT. S. OF THE CENTER LINE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0446 ***********************************************************************
 DQ0446  DESIGNATION -  L 148
 DQ0446  PID         -  DQ0446
 DQ0446  STATE/COUNTY-  NM/CHAVES
 DQ0446  USGS QUAD   -  CEDAR POINT (1984)
 DQ0446
 DQ0446                         *CURRENT SURVEY CONTROL
 DQ0446  ___________________________________________________________________
 DQ0446* NAD 83(1986)-  33 03 13.     (N)    103 59 54.     (W)     SCALED    
 DQ0446* NAVD 88     -      1177.886  (meters)    3864.45   (feet)  ADJUSTED  
 DQ0446  ___________________________________________________________________
 DQ0446  GEOID HEIGHT-         -22.57  (meters)                     GEOID03
 DQ0446  DYNAMIC HT  -        1176.269 (meters)    3859.14  (feet)  COMP
 DQ0446  MODELED GRAV-     979,223.4   (mgal)                       NAVD 88
 DQ0446
 DQ0446  VERT ORDER  -  SECOND    CLASS 0
 DQ0446
 DQ0446.The horizontal coordinates were scaled from a topographic map and have
 DQ0446.an estimated accuracy of +/- 6 seconds.
 DQ0446
 DQ0446.The orthometric height was determined by differential leveling
 DQ0446.and adjusted by the National Geodetic Survey in June 1991..
 DQ0446
 DQ0446.The geoid height was determined by GEOID03.
 DQ0446
 DQ0446.The dynamic height is computed by dividing the NAVD 88
 DQ0446.geopotential number by the normal gravity value computed on the
 DQ0446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0446.degrees latitude (g = 980.6199 gals.).
 DQ0446
 DQ0446.The modeled gravity was interpolated from observed gravity values.
 DQ0446
 DQ0446;                    North         East    Units  Estimated Accuracy
 DQ0446;SPC NM E     -   227,750.      196,290.      MT  (+/- 180 meters Scaled)
 DQ0446
 DQ0446                          SUPERSEDED SURVEY CONTROL
 DQ0446
 DQ0446  NGVD 29 (??/??/92) 1177.408  (m)         3862.88   (f) ADJ UNCH    2 0
 DQ0446
 DQ0446.Superseded values are not recommended for survey control.
 DQ0446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0446.See file dsdata.txt to determine how the superseded data were derived.
 DQ0446
 DQ0446_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES935576(NAD 83)
 DQ0446_MARKER: DB = BENCH MARK DISK
 DQ0446_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0446_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DQ0446_STAMPING: L 148 1935
 DQ0446_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0446+STABILITY: SURFACE MOTION
 DQ0446
 DQ0446  HISTORY     - Date     Condition        Report By
 DQ0446  HISTORY     - 1935     MONUMENTED       CGS
 DQ0446  HISTORY     - 1973     GOOD             USGS
 DQ0446
 DQ0446                          STATION DESCRIPTION
 DQ0446
 DQ0446'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 DQ0446'20.5 MI SE FROM HAGERMAN.
 DQ0446'19.5 MILES EAST ALONG STATE HIGHWAY 31 FROM THE JUNCTION OF U.S.
 DQ0446'HIGHWAY 285 IN HAGERMAN, TO A JUNCTION OF A GRAVEL ROAD CROSSING THE
 DQ0446'HIGHWAY, THENCE NORTH ALONG GRAVEL ROAD ABOUT 0.25 MILE TO BEND IN
 DQ0446'ROAD AND JUNCTION OF OLD ROAD BED, THENCE SOUTHEAST 0.75 MILE.  30
 DQ0446'FEET SOUTHWEST CENTER OF OLD ROAD.  A STANDARD DISK STAMPED L 148 1935
 DQ0446'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0348 ***********************************************************************
 DQ0348  DESIGNATION -  L 149
 DQ0348  PID         -  DQ0348
 DQ0348  STATE/COUNTY-  NM/LEA
 DQ0348  USGS QUAD   -  SIMANOLA VALLEY (1970)
 DQ0348
 DQ0348                         *CURRENT SURVEY CONTROL
 DQ0348  ___________________________________________________________________
 DQ0348* NAD 83(1986)-  33 15 05.     (N)    103 29 55.     (W)     SCALED    
 DQ0348* NAVD 88     -      1268.265  (meters)    4160.97   (feet)  ADJUSTED  
 DQ0348  ___________________________________________________________________
 DQ0348  GEOID HEIGHT-         -22.01  (meters)                     GEOID03
 DQ0348  DYNAMIC HT  -        1266.529 (meters)    4155.27  (feet)  COMP
 DQ0348  MODELED GRAV-     979,224.2   (mgal)                       NAVD 88
 DQ0348
 DQ0348  VERT ORDER  -  SECOND    CLASS 0
 DQ0348
 DQ0348.The horizontal coordinates were scaled from a topographic map and have
 DQ0348.an estimated accuracy of +/- 6 seconds.
 DQ0348
 DQ0348.The orthometric height was determined by differential leveling
 DQ0348.and adjusted by the National Geodetic Survey in June 1991..
 DQ0348
 DQ0348.The geoid height was determined by GEOID03.
 DQ0348
 DQ0348.The dynamic height is computed by dividing the NAVD 88
 DQ0348.geopotential number by the normal gravity value computed on the
 DQ0348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0348.degrees latitude (g = 980.6199 gals.).
 DQ0348
 DQ0348.The modeled gravity was interpolated from observed gravity values.
 DQ0348
 DQ0348;                    North         East    Units  Estimated Accuracy
 DQ0348;SPC NM E     -   249,940.      242,780.      MT  (+/- 180 meters Scaled)
 DQ0348
 DQ0348                          SUPERSEDED SURVEY CONTROL
 DQ0348
 DQ0348  NGVD 29 (??/??/92) 1267.782  (m)         4159.38   (f) ADJ UNCH    2 0
 DQ0348
 DQ0348.Superseded values are not recommended for survey control.
 DQ0348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0348.See file dsdata.txt to determine how the superseded data were derived.
 DQ0348
 DQ0348_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFS398801(NAD 83)
 DQ0348_MARKER: DB = BENCH MARK DISK
 DQ0348_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0348_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DQ0348_STAMPING: L 149 1935
 DQ0348_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0348+STABILITY: SURFACE MOTION
 DQ0348
 DQ0348  HISTORY     - Date     Condition        Report By
 DQ0348  HISTORY     - 1935     MONUMENTED       CGS
 DQ0348
 DQ0348                          STATION DESCRIPTION
 DQ0348
 DQ0348'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DQ0348'11.3 MI NW FROM TATUM.
 DQ0348'ABOUT 11.3 MI. N. W. ALONG U. S. HWY NO. 380 AND 4 MI. S. ALONG JONES
 DQ0348'RANCH ROAD.  ON THE JONES RANCH ROAD, ABOUT 0.5 MI. S. W. OF RANCH
 DQ0348'HOUSE, ABOUT 150 YDS S. OF CROSS ROAD.  AND 10 FT. W. OF THE CENTER
 DQ0348'LINE OF THE HIGHWAY AND 3 FT. E OF THE FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0515 ***********************************************************************
 DQ0515  DESIGNATION -  L 150
 DQ0515  PID         -  DQ0515
 DQ0515  STATE/COUNTY-  NM/LEA
 DQ0515  USGS QUAD   -  COOPER-GOOD RANCH (1973)
 DQ0515
 DQ0515                         *CURRENT SURVEY CONTROL
 DQ0515  ___________________________________________________________________
 DQ0515* NAD 83(1986)-  33 08 27.     (N)    103 43 38.     (W)     SCALED    
 DQ0515* NAVD 88     -      1324.666  (meters)    4346.01   (feet)  ADJUSTED  
 DQ0515  ___________________________________________________________________
 DQ0515  GEOID HEIGHT-         -22.14  (meters)                     GEOID03
 DQ0515  DYNAMIC HT  -        1322.820 (meters)    4339.95  (feet)  COMP
 DQ0515  MODELED GRAV-     979,196.7   (mgal)                       NAVD 88
 DQ0515
 DQ0515  VERT ORDER  -  SECOND    CLASS 0
 DQ0515
 DQ0515.The horizontal coordinates were scaled from a topographic map and have
 DQ0515.an estimated accuracy of +/- 6 seconds.
 DQ0515
 DQ0515.The orthometric height was determined by differential leveling
 DQ0515.and adjusted by the National Geodetic Survey in June 1991..
 DQ0515
 DQ0515.The geoid height was determined by GEOID03.
 DQ0515
 DQ0515.The dynamic height is computed by dividing the NAVD 88
 DQ0515.geopotential number by the normal gravity value computed on the
 DQ0515.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0515.degrees latitude (g = 980.6199 gals.).
 DQ0515
 DQ0515.The modeled gravity was interpolated from observed gravity values.
 DQ0515
 DQ0515;                    North         East    Units  Estimated Accuracy
 DQ0515;SPC NM E     -   237,540.      221,550.      MT  (+/- 180 meters Scaled)
 DQ0515
 DQ0515                          SUPERSEDED SURVEY CONTROL
 DQ0515
 DQ0515  NGVD 29 (??/??/92) 1324.140  (m)         4344.28   (f) ADJ UNCH    2 0
 DQ0515
 DQ0515.Superseded values are not recommended for survey control.
 DQ0515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0515.See file dsdata.txt to determine how the superseded data were derived.
 DQ0515
 DQ0515_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFS187676(NAD 83)
 DQ0515_MARKER: DB = BENCH MARK DISK
 DQ0515_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0515_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DQ0515_STAMPING: L 150 1935
 DQ0515_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0515+STABILITY: SURFACE MOTION
 DQ0515
 DQ0515  HISTORY     - Date     Condition        Report By
 DQ0515  HISTORY     - 1935     MONUMENTED       CGS
 DQ0515  HISTORY     - 1973     MARK NOT FOUND   USGS
 DQ0515
 DQ0515                          STATION DESCRIPTION
 DQ0515
 DQ0515'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DQ0515'25.6 MI NE FROM MALJAMAR.
 DQ0515'20.7 MI N ALONG STATE HWYS NO. 83, NO. 31, CAPROCK-MALJAMAR ROADS,
 DQ0515'THENCE 5.1 MI E ALONG A DIRT ROAD. ALONG AN E. AND W. ROAD 0.5 MI. E.
 DQ0515'OF A GATE, AND 15 FT. N. W. OF THE CENTER LINE OF THE ROAD.
 DQ0515
 DQ0515                          STATION RECOVERY (1973)
 DQ0515
 DQ0515'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 DQ0515'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0444 ***********************************************************************
 CV0444  DESIGNATION -  L 151
 CV0444  PID         -  CV0444
 CV0444  STATE/COUNTY-  NM/LEA
 CV0444  USGS QUAD   -  BUCKEYE (1985)
 CV0444
 CV0444                         *CURRENT SURVEY CONTROL
 CV0444  ___________________________________________________________________
 CV0444* NAD 83(1986)-  32 48 31.     (N)    103 31 53.     (W)     SCALED    
 CV0444* NAVD 88     -      1227.773  (meters)    4028.12   (feet)  ADJUSTED  
 CV0444  ___________________________________________________________________
 CV0444  GEOID HEIGHT-         -21.98  (meters)                     GEOID03
 CV0444  DYNAMIC HT  -        1226.072 (meters)    4022.54  (feet)  COMP
 CV0444  MODELED GRAV-     979,209.9   (mgal)                       NAVD 88
 CV0444
 CV0444  VERT ORDER  -  SECOND    CLASS 0
 CV0444
 CV0444.The horizontal coordinates were scaled from a topographic map and have
 CV0444.an estimated accuracy of +/- 6 seconds.
 CV0444
 CV0444.The orthometric height was determined by differential leveling
 CV0444.and adjusted by the National Geodetic Survey in June 1991..
 CV0444
 CV0444.The geoid height was determined by GEOID03.
 CV0444
 CV0444.The dynamic height is computed by dividing the NAVD 88
 CV0444.geopotential number by the normal gravity value computed on the
 CV0444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0444.degrees latitude (g = 980.6199 gals.).
 CV0444
 CV0444.The modeled gravity was interpolated from observed gravity values.
 CV0444
 CV0444;                    North         East    Units  Estimated Accuracy
 CV0444;SPC NM E     -   200,820.      240,100.      MT  (+/- 180 meters Scaled)
 CV0444
 CV0444                          SUPERSEDED SURVEY CONTROL
 CV0444
 CV0444  NGVD 29 (??/??/92) 1227.300  (m)         4026.57   (f) ADJ UNCH    2 0
 CV0444
 CV0444.Superseded values are not recommended for survey control.
 CV0444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0444.See file dsdata.txt to determine how the superseded data were derived.
 CV0444
 CV0444_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFS374310(NAD 83)
 CV0444_MARKER: DB = BENCH MARK DISK
 CV0444_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0444_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CV0444_STAMPING: L 151 1935
 CV0444_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CV0444+STABILITY: SURFACE MOTION
 CV0444
 CV0444  HISTORY     - Date     Condition        Report By
 CV0444  HISTORY     - 1935     MONUMENTED       CGS
 CV0444  HISTORY     - 1962     GOOD             USGS
 CV0444
 CV0444                          STATION DESCRIPTION
 CV0444
 CV0444'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 CV0444'19.55 MI SW FROM LOVINGTON.
 CV0444'7.1 MILES WEST ALONG STATE HIGHWAY 83 FROM LOVINGTON, LEA COUNTY,
 CV0444'THENCE 10.3 MILES S ALONG STATE HIGHWAY 8 TO BUCKEYE, THENCE 1.4 MILES
 CV0444'W ALONG DIRT ROAD, THENCE 0.75 MILE N.  980 FT. SE OF OIL WELL STATE
 CV0444'BRIDGES NO. 5, 1080 FT. SW OIL WELL STATE BRIDGES NO. 4, AND ABOUT 400
 CV0444'FT. SW OF CENTER LINE OF ROAD.  A STANDARD DISK, STAMPED L 151 1935
 CV0444'AND SET IN THE TOP OF CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0535 ***********************************************************************
 DQ0535  DESIGNATION -  L 152
 DQ0535  PID         -  DQ0535
 DQ0535  STATE/COUNTY-  NM/LEA
 DQ0535  USGS QUAD   -  COOPER-GOOD RANCH (1973)
 DQ0535
 DQ0535                         *CURRENT SURVEY CONTROL
 DQ0535  ___________________________________________________________________
 DQ0535* NAD 83(1986)-  33 12 42.     (N)    103 37 40.     (W)     SCALED    
 DQ0535* NAVD 88     -      1297.818  (meters)    4257.92   (feet)  ADJUSTED  
 DQ0535  ___________________________________________________________________
 DQ0535  GEOID HEIGHT-         -22.09  (meters)                     GEOID03
 DQ0535  DYNAMIC HT  -        1296.026 (meters)    4252.05  (feet)  COMP
 DQ0535  MODELED GRAV-     979,210.3   (mgal)                       NAVD 88
 DQ0535
 DQ0535  VERT ORDER  -  SECOND    CLASS 0
 DQ0535
 DQ0535.The horizontal coordinates were scaled from a topographic map and have
 DQ0535.an estimated accuracy of +/- 6 seconds.
 DQ0535
 DQ0535.The orthometric height was determined by differential leveling
 DQ0535.and adjusted by the National Geodetic Survey in June 1991..
 DQ0535
 DQ0535.The geoid height was determined by GEOID03.
 DQ0535
 DQ0535.The dynamic height is computed by dividing the NAVD 88
 DQ0535.geopotential number by the normal gravity value computed on the
 DQ0535.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0535.degrees latitude (g = 980.6199 gals.).
 DQ0535
 DQ0535.The modeled gravity was interpolated from observed gravity values.
 DQ0535
 DQ0535;                    North         East    Units  Estimated Accuracy
 DQ0535;SPC NM E     -   245,450.      230,770.      MT  (+/- 180 meters Scaled)
 DQ0535
 DQ0535                          SUPERSEDED SURVEY CONTROL
 DQ0535
 DQ0535  NGVD 29 (??/??/92) 1297.313  (m)         4256.27   (f) ADJ UNCH    2 0
 DQ0535
 DQ0535.Superseded values are not recommended for survey control.
 DQ0535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0535.See file dsdata.txt to determine how the superseded data were derived.
 DQ0535
 DQ0535_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFS278755(NAD 83)
 DQ0535_MARKER: DB = BENCH MARK DISK
 DQ0535_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0535_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DQ0535_STAMPING: L 152 1935
 DQ0535_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0535+STABILITY: SURFACE MOTION
 DQ0535
 DQ0535  HISTORY     - Date     Condition        Report By
 DQ0535  HISTORY     - 1935     MONUMENTED       CGS
 DQ0535  HISTORY     - 1973     GOOD             USGS
 DQ0535
 DQ0535                          STATION DESCRIPTION
 DQ0535
 DQ0535'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 DQ0535'21.6 MI SE FROM CAPROCK.
 DQ0535'10 MILES SOUTHEAST ALONG U.S. HIGHWAY 380 FROM CAPROCK, LEA COUNTY,
 DQ0535'THENCE 10.6 MILES SOUTH ALONG STATE HIGHWAY 457, THENCE 1 MILE WEST.
 DQ0535'840 FEET SOUTH ALONG A DIM TRACK ROAD FROM MAIN EAST-WEST ROAD, 6 FEET
 DQ0535'WEST OF THE CENTERLINE OF THE TRACK ROAD.  A STANDARD DISK, STAMPED
 DQ0535'L152 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0123 ***********************************************************************
 EQ0123  DESIGNATION -  L 153
 EQ0123  PID         -  EQ0123
 EQ0123  STATE/COUNTY-  NM/TORRANCE
 EQ0123  USGS QUAD   -  ABO (1972)
 EQ0123
 EQ0123                         *CURRENT SURVEY CONTROL
 EQ0123  ___________________________________________________________________
 EQ0123* NAD 83(1986)-  34 28 52.     (N)    106 17 38.     (W)     SCALED    
 EQ0123* NAVD 88     -      1913.432  (meters)    6277.65   (feet)  ADJUSTED  
 EQ0123  ___________________________________________________________________
 EQ0123  GEOID HEIGHT-         -20.02  (meters)                     GEOID03
 EQ0123  DYNAMIC HT  -        1910.648 (meters)    6268.52  (feet)  COMP
 EQ0123  MODELED GRAV-     979,111.8   (mgal)                       NAVD 88
 EQ0123
 EQ0123  VERT ORDER  -  FIRST     CLASS II
 EQ0123
 EQ0123.The horizontal coordinates were scaled from a topographic map and have
 EQ0123.an estimated accuracy of +/- 6 seconds.
 EQ0123
 EQ0123.The orthometric height was determined by differential leveling
 EQ0123.and adjusted by the National Geodetic Survey in June 1991..
 EQ0123
 EQ0123.The geoid height was determined by GEOID03.
 EQ0123
 EQ0123.The dynamic height is computed by dividing the NAVD 88
 EQ0123.geopotential number by the normal gravity value computed on the
 EQ0123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0123.degrees latitude (g = 980.6199 gals.).
 EQ0123
 EQ0123.The modeled gravity was interpolated from observed gravity values.
 EQ0123
 EQ0123;                    North         East    Units  Estimated Accuracy
 EQ0123;SPC NM C     -   386,020.      495,970.      MT  (+/- 180 meters Scaled)
 EQ0123
 EQ0123                          SUPERSEDED SURVEY CONTROL
 EQ0123
 EQ0123  NGVD 29 (??/??/92) 1912.567  (m)         6274.81   (f) ADJ UNCH    1 2
 EQ0123
 EQ0123.Superseded values are not recommended for survey control.
 EQ0123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0123.See file dsdata.txt to determine how the superseded data were derived.
 EQ0123
 EQ0123_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU811162(NAD 83)
 EQ0123_MARKER: DB = BENCH MARK DISK
 EQ0123_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EQ0123_SP_SET: BRIDGE
 EQ0123_STAMPING: L 153 1958
 EQ0123_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EQ0123
 EQ0123  HISTORY     - Date     Condition        Report By
 EQ0123  HISTORY     - 1958     MONUMENTED       CGS
 EQ0123  HISTORY     - 1980     GOOD             NGS
 EQ0123
 EQ0123                          STATION DESCRIPTION
 EQ0123
 EQ0123'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 EQ0123'4.35 MI SW FROM MOUNTAINAIR.
 EQ0123'ABOUT 4.35 MILES SOUTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 EQ0123'RAILWAY FROM THE STATION AT MOUNTAINAIR, 3 POLES SOUTHWEST OF MILEPOST
 EQ0123'860, IN THE TOP OF THE NORTHEAST END OF THE NORTHWEST CONCRETE
 EQ0123'HEADWALL OF AN ARCHED BRIDGE USED AS AN UNDERPASS, 11 1/2 FEET
 EQ0123'NORTHWEST OF THE NORTHWEST RAIL, AND ABOUT 3 FEET BELOW THE LEVEL OF
 EQ0123'THE RAIL.
 EQ0123
 EQ0123                          STATION RECOVERY (1980)
 EQ0123
 EQ0123'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 EQ0123'6.8 KM (4.2 MI) WESTERLY ALONG U.S. HIGHWAY 60 FROM THE POST
 EQ0123'OFFICE IN MOUNTAINAIR, IN TOP OF THE NORTHEAST END OF THE NORTHWEST
 EQ0123'HEADWALL OF A LARGE CONCRETE CULVERT UNDER THE ATCHISON, TOPEKA AND
 EQ0123'SANTA FE RAILROAD, 3 POLES SOUTHWEST OF RAILROAD MILEPOST 860,
 EQ0123'57.6 METERS (189.0 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 EQ0123'3.5 METERS (11.0 FT) NORTHWEST OF THE NEAR RAIL AND 0.2 METER (0.5 FT)
 EQ0123'SOUTHWEST OF THE NORTHEAST END OF THE HEADWALL.
 EQ0123'THE MARK IS 0.9 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0391 ***********************************************************************
 EP0391  DESIGNATION -  L 154
 EP0391  PID         -  EP0391
 EP0391  STATE/COUNTY-  NM/TORRANCE
 EP0391  USGS QUAD   -  LAGUNA DEL PERRO SOUTH (1978)
 EP0391
 EP0391                         *CURRENT SURVEY CONTROL
 EP0391  ___________________________________________________________________
 EP0391* NAD 83(1986)-  34 34 55.     (N)    106 00 01.     (W)     SCALED    
 EP0391* NAVD 88     -      1853.481  (meters)    6080.96   (feet)  ADJUSTED  
 EP0391  ___________________________________________________________________
 EP0391  GEOID HEIGHT-         -19.73  (meters)                     GEOID03
 EP0391  DYNAMIC HT  -        1850.874 (meters)    6072.41  (feet)  COMP
 EP0391  MODELED GRAV-     979,162.1   (mgal)                       NAVD 88
 EP0391
 EP0391  VERT ORDER  -  FIRST     CLASS II
 EP0391
 EP0391.The horizontal coordinates were scaled from a topographic map and have
 EP0391.an estimated accuracy of +/- 6 seconds.
 EP0391
 EP0391.The orthometric height was determined by differential leveling
 EP0391.and adjusted by the National Geodetic Survey in June 1991..
 EP0391
 EP0391.The geoid height was determined by GEOID03.
 EP0391
 EP0391.The dynamic height is computed by dividing the NAVD 88
 EP0391.geopotential number by the normal gravity value computed on the
 EP0391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EP0391.degrees latitude (g = 980.6199 gals.).
 EP0391
 EP0391.The modeled gravity was interpolated from observed gravity values.
 EP0391
 EP0391;                    North         East    Units  Estimated Accuracy
 EP0391;SPC NM C     -   397,230.      522,910.      MT  (+/- 180 meters Scaled)
 EP0391
 EP0391                          SUPERSEDED SURVEY CONTROL
 EP0391
 EP0391  NGVD 29 (??/??/92) 1852.707  (m)         6078.42   (f) ADJ UNCH    1 2
 EP0391
 EP0391.Superseded values are not recommended for survey control.
 EP0391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EP0391.See file dsdata.txt to determine how the superseded data were derived.
 EP0391
 EP0391_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDU082271(NAD 83)
 EP0391_MARKER: DB = BENCH MARK DISK
 EP0391_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 EP0391_SP_SET: 48 FT.
 EP0391_STAMPING: L 154 1958
 EP0391_PROJECTION: PROJECTING 10 CENTIMETERS
 EP0391_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EP0391_ROD/PIPE-DEPTH: 14.6 meters
 EP0391
 EP0391  HISTORY     - Date     Condition        Report By
 EP0391  HISTORY     - 1958     MONUMENTED       CGS
 EP0391  HISTORY     - 1980     GOOD             NGS
 EP0391
 EP0391                          STATION DESCRIPTION
 EP0391
 EP0391'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 EP0391'2.1 MI SE FROM WILLARD.
 EP0391'ABOUT 2.1 MILES SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 EP0391'RAILWAY FROM THE STATION AT WILLARD, 78 FEET NORTHWEST OF MILEPOST
 EP0391'840, 77 FEET NORTH OF THE NORTH RAIL, 8 POLES WEST OF A ROAD CROSSING,
 EP0391'6 1/2 FEET SOUTHEAST OF A POWER POLE, 21 FEET SOUTH OF A FENCE, 2 1/2
 EP0391'FEET EAST OF A WHITE WOODEN WITNESS POST, AND ON THE TOP OF A 5/8-INCH
 EP0391'COPPER COATED ROD WHICH IS DRIVEN TO A DEPTH OF 48 FEET AND IS ENCASED
 EP0391'IN A 6-INCH TILE PROJECTING 6 INCHES.
 EP0391
 EP0391                          STATION RECOVERY (1980)
 EP0391
 EP0391'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 EP0391'0.3 KM (0.2 MI) SOUTH ALONG A GRAVELED ROAD FROM THE POST OFFICE IN
 EP0391'WILLARD, THENCE 3.5 KM (2.2 MI) EAST ALONG THE ATCHISON, TOPEKA AND
 EP0391'SANTA FE RAILROAD, 23.8 METERS (78.0 FT) NORTHWEST OF MILEPOST 840,
 EP0391'23.5 METERS (77.0 FT) NORTHEAST OF THE NEAR RAIL, 6.4 METERS (21.0 FT)
 EP0391'SOUTH OF A FENCE, 1.9 METERS (6.5 FT) SOUTHEAST OF A UTILITY POLE
 EP0391'AND 0.8 METERS (2.5 FT) EAST OF A 4X4 INCH WOODEN WITNESS POST.
 EP0391'THE MARK IS 0.5 METERS  W FROM A WITNESS POST.
 EP0391'THE MARK IS 1.2 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0008 ***********************************************************************
 EQ0008  DESIGNATION -  L 155
 EQ0008  PID         -  EQ0008
 EQ0008  STATE/COUNTY-  NM/TORRANCE
 EQ0008  USGS QUAD   -  WILLARD (1986)
 EQ0008
 EQ0008                         *CURRENT SURVEY CONTROL
 EQ0008  ___________________________________________________________________
 EQ0008* NAD 83(1986)-  34 35 52.     (N)    106 04 40.     (W)     SCALED    
 EQ0008* NAVD 88     -      1882.992  (meters)    6177.78   (feet)  ADJUSTED  
 EQ0008  ___________________________________________________________________
 EQ0008  GEOID HEIGHT-         -19.75  (meters)                     GEOID03
 EQ0008  DYNAMIC HT  -        1880.325 (meters)    6169.03  (feet)  COMP
 EQ0008  MODELED GRAV-     979,150.8   (mgal)                       NAVD 88
 EQ0008
 EQ0008  VERT ORDER  -  FIRST     CLASS II
 EQ0008
 EQ0008.The horizontal coordinates were scaled from a topographic map and have
 EQ0008.an estimated accuracy of +/- 6 seconds.
 EQ0008
 EQ0008.The orthometric height was determined by differential leveling
 EQ0008.and adjusted by the National Geodetic Survey in June 1991..
 EQ0008
 EQ0008.The geoid height was determined by GEOID03.
 EQ0008
 EQ0008.The dynamic height is computed by dividing the NAVD 88
 EQ0008.geopotential number by the normal gravity value computed on the
 EQ0008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0008.degrees latitude (g = 980.6199 gals.).
 EQ0008
 EQ0008.The modeled gravity was interpolated from observed gravity values.
 EQ0008
 EQ0008;                    North         East    Units  Estimated Accuracy
 EQ0008;SPC NM C     -   398,970.      515,800.      MT  (+/- 180 meters Scaled)
 EQ0008
 EQ0008                          SUPERSEDED SURVEY CONTROL
 EQ0008
 EQ0008  NGVD 29 (??/??/92) 1882.185  (m)         6175.14   (f) ADJ UNCH    1 2
 EQ0008
 EQ0008.Superseded values are not recommended for survey control.
 EQ0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0008.See file dsdata.txt to determine how the superseded data were derived.
 EQ0008
 EQ0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDU011289(NAD 83)
 EQ0008_MARKER: DB = BENCH MARK DISK
 EQ0008_SETTING: 66 = SET IN ROCK OUTCROP
 EQ0008_SP_SET: OUTCROP
 EQ0008_STAMPING: L 155 1958
 EQ0008_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EQ0008+STABILITY: POSITION/ELEVATION WELL
 EQ0008
 EQ0008  HISTORY     - Date     Condition        Report By
 EQ0008  HISTORY     - 1958     MONUMENTED       CGS
 EQ0008  HISTORY     - 1980     GOOD             NGS
 EQ0008
 EQ0008                          STATION DESCRIPTION
 EQ0008
 EQ0008'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 EQ0008'2.75 MI W FROM WILLARD.
 EQ0008'ABOUT 2.75 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 EQ0008'FROM THE STATION AT WILLARD, 6 POLES NORTH-NORTHEAST OF MILEPOST 845,
 EQ0008'IN THE TOP OF A SANDSTONE ROCK OUTCROP, 112 FEET WEST-NORTHWEST OF THE
 EQ0008'NEAR RAIL, 30 FEET WEST-NORTHWEST OF A POWER POLE, 14 FEET WEST OF A
 EQ0008'FENCE, AND ABOUT 4 FEET BELOW THE LEVEL OF THE TRACK.
 EQ0008
 EQ0008                          STATION RECOVERY (1980)
 EQ0008
 EQ0008'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 EQ0008'0.3 KM (0.2 MI) SOUTH ALONG A GRAVELED ROAD FROM THE POST OFFICE IN
 EQ0008'WILLARD, THENCE 4.3 KM (2.65 MI) WESTERLY ALONG THE ATCHISON, TOPEKA
 EQ0008'AND SANTA FE RAILROAD, 6 POLES NORTHEAST OF MILEPOST 845, IN TOP OF A
 EQ0008'3X3 FOOT EXPOSED AREA OF ROCK OUTCROPPING, 34.1 METERS (112.0 FT)
 EQ0008'NORTHWEST OF THE NEAR RAIL, 9.1 METERS (30.0 FT) NORTH OF A UTILITY
 EQ0008'POLE WITH A WITNESS SIGN AND 4.3 METERS (14.0 FT) WEST-NORTHWEST OF A
 EQ0008'FENCE.
 EQ0008'THE MARK IS 1.2 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0023 ***********************************************************************
 EP0023  DESIGNATION -  L 156
 EP0023  PID         -  EP0023
 EP0023  STATE/COUNTY-  NM/DE BACA
 EP0023  USGS QUAD   -  TAIBAN (1982)
 EP0023
 EP0023                         *CURRENT SURVEY CONTROL
 EP0023  ___________________________________________________________________
 EP0023* NAD 83(1986)-  34 26 37.     (N)    104 07 01.     (W)     SCALED    
 EP0023* NAVD 88     -      1249.808  (meters)    4100.41   (feet)  ADJUSTED  
 EP0023  ___________________________________________________________________
 EP0023  GEOID HEIGHT-         -23.61  (meters)                     GEOID03
 EP0023  DYNAMIC HT  -        1248.157 (meters)    4095.00  (feet)  COMP
 EP0023  MODELED GRAV-     979,271.0   (mgal)                       NAVD 88
 EP0023
 EP0023  VERT ORDER  -  FIRST     CLASS II
 EP0023
 EP0023.The horizontal coordinates were scaled from a topographic map and have
 EP0023.an estimated accuracy of +/- 6 seconds.
 EP0023
 EP0023.The orthometric height was determined by differential leveling
 EP0023.and adjusted by the National Geodetic Survey in June 1991..
 EP0023
 EP0023.The geoid height was determined by GEOID03.
 EP0023
 EP0023.The dynamic height is computed by dividing the NAVD 88
 EP0023.geopotential number by the normal gravity value computed on the
 EP0023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EP0023.degrees latitude (g = 980.6199 gals.).
 EP0023
 EP0023.The modeled gravity was interpolated from observed gravity values.
 EP0023
 EP0023;                    North         East    Units  Estimated Accuracy
 EP0023;SPC NM E     -   381,880.      184,890.      MT  (+/- 180 meters Scaled)
 EP0023
 EP0023                          SUPERSEDED SURVEY CONTROL
 EP0023
 EP0023.No superseded survey control is available for this station.
 EP0023
 EP0023_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEU811116(NAD 83)
 EP0023_MARKER: DB = BENCH MARK DISK
 EP0023_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EP0023_SP_SET: ABUTMENT
 EP0023_STAMPING: L 156 1958
 EP0023_MARK LOGO: CGS   
 EP0023_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EP0023
 EP0023  HISTORY     - Date     Condition        Report By
 EP0023  HISTORY     - 1958     MONUMENTED       CGS
 EP0023  HISTORY     - 1982     GOOD             NGS
 EP0023
 EP0023                          STATION DESCRIPTION
 EP0023
 EP0023'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 EP0023'7.65 MI E FROM FORT SUMNER.
 EP0023'ABOUT 7.65 MILE EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 EP0023'FROM THE STATION AT FORT SUMNER, ABOUT 0.2 MILE WEST OF MILE POST 709,
 EP0023'7 FEET NORTH OF THE NEAR RAIL, IN THE TOP OF THE EAST CONCRETE
 EP0023'ABUTMENT OF THE BRIDGE, AND ABOUT 4 FEET BELOW THE LEVEL OF THE TRACK.
 EP0023
 EP0023                          STATION RECOVERY (1982)
 EP0023
 EP0023'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 EP0023'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  0.6 KM (0.35
 EP0023'MI) NORTH ALONG U.S. HIGHWAY 84 FROM ITS JUNCTION WITH U.S. HIGHWAY
 EP0023'60 IN FORT SUMNER, THENCE 12.5 KM (7.75 MI) EASTERLY ALONG THE SANTA
 EP0023'FE RAILROAD, 0.3 KM (0.2 MI) WEST OF MILEPOST 709, IN TOP OF AND 0.3
 EP0023'METER (1.0 FT) SOUTH OF THE NORTH END OF THE LOWER EAST CONCRETE
 EP0023'ABUTMENT OF A SMALL RAILROAD BRIDGE AND 2.1 METERS (6.9 FT) NORTH OF
 EP0023'THE NEAR RAIL.
 EP0023'THE MARK IS 1.8 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0270 ***********************************************************************
 EP0270  DESIGNATION -  L 157
 EP0270  PID         -  EP0270
 EP0270  STATE/COUNTY-  NM/GUADALUPE
 EP0270  USGS QUAD   -  GACHO HILL (1981)
 EP0270
 EP0270                         *CURRENT SURVEY CONTROL
 EP0270  ___________________________________________________________________
 EP0270* NAD 83(1986)-  34 28 52.     (N)    105 02 11.     (W)     SCALED    
 EP0270* NAVD 88     -      1709.570  (meters)    5608.81   (feet)  ADJUSTED  
 EP0270  ___________________________________________________________________
 EP0270  GEOID HEIGHT-         -21.67  (meters)                     GEOID03
 EP0270  DYNAMIC HT  -        1707.164 (meters)    5600.92  (feet)  COMP
 EP0270  MODELED GRAV-     979,167.2   (mgal)                       NAVD 88
 EP0270
 EP0270  VERT ORDER  -  FIRST     CLASS II
 EP0270
 EP0270.The horizontal coordinates were scaled from a topographic map and have
 EP0270.an estimated accuracy of +/- 6 seconds.
 EP0270
 EP0270.The orthometric height was determined by differential leveling
 EP0270.and adjusted by the National Geodetic Survey in June 1991..
 EP0270
 EP0270.The geoid height was determined by GEOID03.
 EP0270
 EP0270.The dynamic height is computed by dividing the NAVD 88
 EP0270.geopotential number by the normal gravity value computed on the
 EP0270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EP0270.degrees latitude (g = 980.6199 gals.).
 EP0270
 EP0270.The modeled gravity was interpolated from observed gravity values.
 EP0270
 EP0270;                    North         East    Units  Estimated Accuracy
 EP0270;SPC NM E     -   386,240.      100,420.      MT  (+/- 180 meters Scaled)
 EP0270
 EP0270                          SUPERSEDED SURVEY CONTROL
 EP0270
 EP0270  NGVD 29 (??/??/92) 1708.795  (m)         5606.27   (f) ADJ UNCH    1 2
 EP0270
 EP0270.Superseded values are not recommended for survey control.
 EP0270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EP0270.See file dsdata.txt to determine how the superseded data were derived.
 EP0270
 EP0270_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDU966155(NAD 83)
 EP0270_MARKER: DB = BENCH MARK DISK
 EP0270_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EP0270_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EP0270_STAMPING: L 157 1958
 EP0270_MARK LOGO: CGS   
 EP0270_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EP0270+STABILITY: SURFACE MOTION
 EP0270
 EP0270  HISTORY     - Date     Condition        Report By
 EP0270  HISTORY     - 1958     MONUMENTED       CGS
 EP0270  HISTORY     - 1983     GOOD             NGS
 EP0270
 EP0270                          STATION DESCRIPTION
 EP0270
 EP0270'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 EP0270'12.45 MI SE FROM VAUGHN.
 EP0270'ABOUT 12.45 MILES SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 EP0270'RAILWAY FROM THE STATION AT VAUGHN, 71 FEET NORTHEAST OF MILE POST
 EP0270'775, 45 FEET SOUTHWEST OF THE CENTER LINE OF A DIRT ROAD, 79 FEET
 EP0270'NORTHEAST OF THE NEAR RAIL, 17 FEET NORTH OF A TELEPHONE POLE, 2 FEET
 EP0270'NORTHEAST OF THE RIGHT OF WAY FENCE, 2 FEET SOUTHEAST OF A METAL
 EP0270'WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE TRACK, AND IN THE
 EP0270'TOP OF A CONCRETE POST PROJECTING 1 FOOT.
 EP0270
 EP0270                          STATION RECOVERY (1983)
 EP0270
 EP0270'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 EP0270'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0108 ***********************************************************************
 EP0108  DESIGNATION -  L 158
 EP0108  PID         -  EP0108
 EP0108  STATE/COUNTY-  NM/DE BACA
 EP0108  USGS QUAD   -  YESO NW (1966)
 EP0108
 EP0108                         *CURRENT SURVEY CONTROL
 EP0108  ___________________________________________________________________
 EP0108* NAD 83(1986)-  34 25 31.     (N)    104 44 35.     (W)     SCALED    
 EP0108* NAVD 88     -      1528.703  (meters)    5015.42   (feet)  ADJUSTED  
 EP0108  ___________________________________________________________________
 EP0108  GEOID HEIGHT-         -22.80  (meters)                     GEOID03
 EP0108  DYNAMIC HT  -        1526.570 (meters)    5008.42  (feet)  COMP
 EP0108  MODELED GRAV-     979,186.7   (mgal)                       NAVD 88
 EP0108
 EP0108  VERT ORDER  -  FIRST     CLASS II
 EP0108
 EP0108.The horizontal coordinates were scaled from a topographic map and have
 EP0108.an estimated accuracy of +/- 6 seconds.
 EP0108
 EP0108.The orthometric height was determined by differential leveling
 EP0108.and adjusted by the National Geodetic Survey in June 1991..
 EP0108
 EP0108.The geoid height was determined by GEOID03.
 EP0108
 EP0108.The dynamic height is computed by dividing the NAVD 88
 EP0108.geopotential number by the normal gravity value computed on the
 EP0108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EP0108.degrees latitude (g = 980.6199 gals.).
 EP0108
 EP0108.The modeled gravity was interpolated from observed gravity values.
 EP0108
 EP0108;                    North         East    Units  Estimated Accuracy
 EP0108;SPC NM E     -   379,900.      127,340.      MT  (+/- 180 meters Scaled)
 EP0108
 EP0108                          SUPERSEDED SURVEY CONTROL
 EP0108
 EP0108  NGVD 29 (??/??/92) 1527.984  (m)         5013.06   (f) ADJ UNCH    1 2
 EP0108
 EP0108.Superseded values are not recommended for survey control.
 EP0108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EP0108.See file dsdata.txt to determine how the superseded data were derived.
 EP0108
 EP0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEU236093(NAD 83)
 EP0108_MARKER: DB = BENCH MARK DISK
 EP0108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EP0108_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EP0108_STAMPING: L 158 1958
 EP0108_MARK LOGO: CGS   
 EP0108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EP0108+STABILITY: SURFACE MOTION
 EP0108
 EP0108  HISTORY     - Date     Condition        Report By
 EP0108  HISTORY     - 1958     MONUMENTED       CGS
 EP0108  HISTORY     - 1983     GOOD             NGS
 EP0108
 EP0108                          STATION DESCRIPTION
 EP0108
 EP0108'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 EP0108'8.25 MI W FROM YESO.
 EP0108'ABOUT 8.25 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 EP0108'FROM THE STATION AT YESO, ABOUT 0.15 MILE SOUTHWEST OF MILE POST 752,
 EP0108'23 FEET NORTHEAST OF A TELEPHONE POLE, 81 FEET SOUTHEAST OF THE NEAR
 EP0108'RAIL, 16 FEET NORTHWEST OF THE RIGHT OF WAY FENCE, 2 FEET SOUTHWEST OF
 EP0108'A METAL WITNESS POST, ABOUT 5 FEET BELOW THE LEVEL OF THE TRACK, AND
 EP0108'IN THE TOP OF A CONCRETE POST PROJECTING 7 INCHES.
 EP0108
 EP0108                          STATION RECOVERY (1983)
 EP0108
 EP0108'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 EP0108'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0025 ***********************************************************************
 GN0025  DESIGNATION -  L 158
 GN0025  PID         -  GN0025
 GN0025  STATE/COUNTY-  NM/RIO ARRIBA
 GN0025  USGS QUAD   -  SAN ANTONIO MOUNTAIN (1995)
 GN0025
 GN0025                         *CURRENT SURVEY CONTROL
 GN0025  ___________________________________________________________________
 GN0025* NAD 83(1986)-  36 46 50.     (N)    106 07 24.     (W)     SCALED    
 GN0025* NAVD 88     -      2844.803  (meters)    9333.32   (feet)  ADJUSTED  
 GN0025  ___________________________________________________________________
 GN0025  GEOID HEIGHT-         -16.46  (meters)                     GEOID03
 GN0025  DYNAMIC HT  -        2840.695 (meters)    9319.85  (feet)  COMP
 GN0025  MODELED GRAV-     979,083.3   (mgal)                       NAVD 88
 GN0025
 GN0025  VERT ORDER  -  SECOND    CLASS 0
 GN0025
 GN0025.The horizontal coordinates were scaled from a topographic map and have
 GN0025.an estimated accuracy of +/- 6 seconds.
 GN0025
 GN0025.The orthometric height was determined by differential leveling
 GN0025.and adjusted by the National Geodetic Survey in June 1991..
 GN0025
 GN0025.The geoid height was determined by GEOID03.
 GN0025
 GN0025.The dynamic height is computed by dividing the NAVD 88
 GN0025.geopotential number by the normal gravity value computed on the
 GN0025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GN0025.degrees latitude (g = 980.6199 gals.).
 GN0025
 GN0025.The modeled gravity was interpolated from observed gravity values.
 GN0025
 GN0025;                    North         East    Units  Estimated Accuracy
 GN0025;SPC NM C     -   641,130.      511,310.      MT  (+/- 180 meters Scaled)
 GN0025
 GN0025                          SUPERSEDED SURVEY CONTROL
 GN0025
 GN0025.No superseded survey control is available for this station.
 GN0025
 GN0025_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCA997711(NAD 83)
 GN0025_MARKER: DD = SURVEY DISK
 GN0025_SETTING: 66 = SET IN ROCK OUTCROP
 GN0025_SP_SET: SET IN ROCK OUTCROP
 GN0025_STAMPING: L 158 1935
 GN0025_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GN0025+STABILITY: POSITION/ELEVATION WELL
 GN0025
 GN0025  HISTORY     - Date     Condition        Report By
 GN0025  HISTORY     - 1935     MONUMENTED       USFS
 GN0025  HISTORY     - 1940     GOOD             NGS
 GN0025
 GN0025                          STATION DESCRIPTION
 GN0025
 GN0025'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 GN0025'18.7 MI NW FROM NO AGUA.
 GN0025'18.7 MILES NORTHWEST OF RAILROAD STATION IN NO AGUA TO REACH FROM THE
 GN0025'DENVER AND RIO GRANDE WESTERN RAILROAD STATION IN NO AGUA, PROCEED
 GN0025'NORTH ON STATE HIGHWAY NO. 74, GO 3.6 MILES.  TURN LEFT (WEST) ONTO
 GN0025'ROAD LEADING TO SAN ANTONE RANGER STATION, GO 10.2 MILES.  TURN LEFT
 GN0025'(SOUTH) ONTO ROAD LEADING TO TUSAS CREEK, GO 4.9 MILES.  BENCH MARK IS
 GN0025'AT A SHARP CURVE ON WEST SLOPE OF A HILL.  ABOUT 900 FEET SOUTHWEST OF
 GN0025'DIRT WATER TANK.  25 FEET WEST OF CENTER LINE OF THE ROAD. 7.0 FEET
 GN0025'ABOVE LEVEL OF THE ROAD.  SET FLUSH AND HORIZONTALLY IN ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GO0093 ***********************************************************************
 GO0093  DESIGNATION -  L 16
 GO0093  PID         -  GO0093
 GO0093  STATE/COUNTY-  NM/SAN JUAN
 GO0093  USGS QUAD   -  SHIPROCK (1983)
 GO0093
 GO0093                         *CURRENT SURVEY CONTROL
 GO0093  ___________________________________________________________________
 GO0093* NAD 83(1986)-  36 47 05.     (N)    108 40 48.     (W)     SCALED    
 GO0093* NAVD 88     -      1495.228  (meters)    4905.59   (feet)  ADJUSTED  
 GO0093  ___________________________________________________________________
 GO0093  GEOID HEIGHT-         -20.98  (meters)                     GEOID03
 GO0093  DYNAMIC HT  -        1493.455 (meters)    4899.78  (feet)  COMP
 GO0093  MODELED GRAV-     979,393.5   (mgal)                       NAVD 88
 GO0093
 GO0093  VERT ORDER  -  FIRST     CLASS II
 GO0093
 GO0093.The horizontal coordinates were scaled from a topographic map and have
 GO0093.an estimated accuracy of +/- 6 seconds.
 GO0093
 GO0093.The orthometric height was determined by differential leveling
 GO0093.and adjusted by the National Geodetic Survey in June 1991..
 GO0093
 GO0093.The geoid height was determined by GEOID03.
 GO0093
 GO0093.The dynamic height is computed by dividing the NAVD 88
 GO0093.geopotential number by the normal gravity value computed on the
 GO0093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GO0093.degrees latitude (g = 980.6199 gals.).
 GO0093
 GO0093.The modeled gravity was interpolated from observed gravity values.
 GO0093
 GO0093;                    North         East    Units  Estimated Accuracy
 GO0093;SPC NM W     -   641,930.      754,430.      MT  (+/- 180 meters Scaled)
 GO0093
 GO0093                          SUPERSEDED SURVEY CONTROL
 GO0093
 GO0093  NGVD 29 (??/??/92) 1494.350  (m)         4902.71   (f) ADJ UNCH    1 2
 GO0093
 GO0093.Superseded values are not recommended for survey control.
 GO0093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GO0093.See file dsdata.txt to determine how the superseded data were derived.
 GO0093
 GO0093_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYF070735(NAD 83)
 GO0093_MARKER: DB = BENCH MARK DISK
 GO0093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GO0093_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GO0093_STAMPING: L-16 1927
 GO0093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GO0093+STABILITY: SURFACE MOTION
 GO0093
 GO0093  HISTORY     - Date     Condition        Report By
 GO0093  HISTORY     - 1927     MONUMENTED       CGS
 GO0093  HISTORY     - 1934     GOOD             NGS
 GO0093  HISTORY     - 1978     MARK NOT FOUND   USGS
 GO0093  HISTORY     - 1984     MARK NOT FOUND   NGS
 GO0093
 GO0093                          STATION DESCRIPTION
 GO0093
 GO0093'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GO0093'IN SHIPROCK.
 GO0093'AT SHIPROCK, SAN JUAN COUNTY, ABOUT 0.3 MILES SOUTHWEST OF THE OFFICE
 GO0093'OF THE SHIPROCK AGENCY ABOUT 150 YARDS WEST OF A GROUP OF SCHOOL
 GO0093'BUILDINGS, 20 FEET NORTH OF THE CENTER OF STATE HIGHWAY 19.  6 FEET
 GO0093'NORTHEAST OF A FENCE CORNER.  11 FEET SOUTH OF CENTERLINE OF CONCRETE
 GO0093'SIDEWALK AT SOUTHWEST GATE TO SCHOOLYARD.  CONCRETE POST WITH STANDARD
 GO0093'BRONZE TABLET IN TOP.
 GO0093
 GO0093                          STATION RECOVERY (1978)
 GO0093
 GO0093'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 GO0093'MARK NOT FOUND.
 GO0093
 GO0093                          STATION RECOVERY (1984)
 GO0093
 GO0093'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GO0093'NOTE=THE HIGHWAY HAS BEEN WIDENED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1693 ***********************************************************************
 FO1693  DESIGNATION -  L 16
 FO1693  PID         -  FO1693
 FO1693  STATE/COUNTY-  NM/BERNALILLO
 FO1693  USGS QUAD   -  ALBUQUERQUE EAST (1990)
 FO1693
 FO1693                         *CURRENT SURVEY CONTROL
 FO1693  ___________________________________________________________________
 FO1693* NAD 83(1986)-  35 03 31.     (N)    106 37 19.     (W)     SCALED    
 FO1693* NAVD 88     -      1582.320  (meters)    5191.33   (feet)  ADJUSTED  
 FO1693  ___________________________________________________________________
 FO1693  GEOID HEIGHT-         -21.23  (meters)                     GEOID03
 FO1693  DYNAMIC HT  -        1580.135 (meters)    5184.16  (feet)  COMP
 FO1693  MODELED GRAV-     979,198.9   (mgal)                       NAVD 88
 FO1693
 FO1693  VERT ORDER  -  FIRST     CLASS II
 FO1693
 FO1693.The horizontal coordinates were scaled from a topographic map and have
 FO1693.an estimated accuracy of +/- 6 seconds.
 FO1693
 FO1693.The orthometric height was determined by differential leveling
 FO1693.and adjusted by the National Geodetic Survey in April 1995..
 FO1693
 FO1693.The geoid height was determined by GEOID03.
 FO1693
 FO1693.The dynamic height is computed by dividing the NAVD 88
 FO1693.geopotential number by the normal gravity value computed on the
 FO1693.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO1693.degrees latitude (g = 980.6199 gals.).
 FO1693
 FO1693.The modeled gravity was interpolated from observed gravity values.
 FO1693
 FO1693;                    North         East    Units  Estimated Accuracy
 FO1693;SPC NM C     -   450,140.      466,070.      MT  (+/- 180 meters Scaled)
 FO1693
 FO1693                          SUPERSEDED SURVEY CONTROL
 FO1693
 FO1693.No superseded survey control is available for this station.
 FO1693
 FO1693_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU520807(NAD 83)
 FO1693_MARKER: DB = BENCH MARK DISK
 FO1693_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 FO1693_SP_SET: CURB
 FO1693_STAMPING: 24-L16
 FO1693_MARK LOGO: NM0030
 FO1693_MAGNETIC: N = NO MAGNETIC MATERIAL
 FO1693_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FO1693_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FO1693+SATELLITE: SATELLITE OBSERVATIONS - October 02, 1991
 FO1693
 FO1693  HISTORY     - Date     Condition        Report By
 FO1693  HISTORY     - UNK      MONUMENTED       NM0030
 FO1693  HISTORY     - 19911002 GOOD             NGS
 FO1693  HISTORY     - 20041221 MARK NOT FOUND   GEOCAC
 FO1693
 FO1693                          STATION DESCRIPTION
 FO1693
 FO1693'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 FO1693'IN ALBUQUERQUE, AT THE INTERSECTION OF GIBSON AND YALE BOULEVARDS, IN
 FO1693'THE EAST CONCRETE CURB OF YALE BOULEVARD, 18.6 M (61.0 FT) NORTH OF
 FO1693'THE CENTER OF THE WESTBOUND LANES OF GIBSON BOULEVARD, 7.5 M
 FO1693'(24.6 FT) EAST OF AND LEVEL WITH THE CENTER OF THE NORTHBOUND LANES
 FO1693'OF YALE BOULEVARD, AND 0.4 M (1.3 FT) WEST OF THE SOUTHWEST CORNER OF
 FO1693'A FOOTING FOR A TRAFFIC SIGNAL.
 FO1693
 FO1693                          STATION RECOVERY (2004)
 FO1693
 FO1693'RECOVERY NOTE BY GEOCACHING 2004 (BMC)
 FO1693'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0316 ***********************************************************************
 EO0316  DESIGNATION -  L 160
 EO0316  PID         -  EO0316
 EO0316  STATE/COUNTY-  NM/CURRY
 EO0316  USGS QUAD   -  ST VRAIN (1985)
 EO0316
 EO0316                         *CURRENT SURVEY CONTROL
 EO0316  ___________________________________________________________________
 EO0316* NAD 83(1986)-  34 24 34.     (N)    103 23 20.     (W)     SCALED    
 EO0316* NAVD 88     -      1329.845  (meters)    4363.00   (feet)  ADJUSTED  
 EO0316  ___________________________________________________________________
 EO0316  GEOID HEIGHT-         -23.27  (meters)                     GEOID03
 EO0316  DYNAMIC HT  -        1328.108 (meters)    4357.30  (feet)  COMP
 EO0316  MODELED GRAV-     979,282.4   (mgal)                       NAVD 88
 EO0316
 EO0316  VERT ORDER  -  FIRST     CLASS II
 EO0316
 EO0316.The horizontal coordinates were scaled from a topographic map and have
 EO0316.an estimated accuracy of +/- 6 seconds.
 EO0316
 EO0316.The orthometric height was determined by differential leveling
 EO0316.and adjusted by the National Geodetic Survey in June 1991..
 EO0316
 EO0316.The geoid height was determined by GEOID03.
 EO0316
 EO0316.The dynamic height is computed by dividing the NAVD 88
 EO0316.geopotential number by the normal gravity value computed on the
 EO0316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0316.degrees latitude (g = 980.6199 gals.).
 EO0316
 EO0316.The modeled gravity was interpolated from observed gravity values.
 EO0316
 EO0316;                    North         East    Units  Estimated Accuracy
 EO0316;SPC NM E     -   378,480.      251,830.      MT  (+/- 180 meters Scaled)
 EO0316
 EO0316                          SUPERSEDED SURVEY CONTROL
 EO0316
 EO0316  NGVD 29 (??/??/92) 1329.251  (m)         4361.05   (f) ADJ UNCH    1 2
 EO0316
 EO0316.Superseded values are not recommended for survey control.
 EO0316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0316.See file dsdata.txt to determine how the superseded data were derived.
 EO0316
 EO0316_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFU480087(NAD 83)
 EO0316_MARKER: DB = BENCH MARK DISK
 EO0316_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EO0316_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EO0316_STAMPING: L 160 1958
 EO0316_MARK LOGO: CGS   
 EO0316_PROJECTION: PROJECTING 5 CENTIMETERS
 EO0316_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EO0316+STABILITY: SURFACE MOTION
 EO0316
 EO0316  HISTORY     - Date     Condition        Report By
 EO0316  HISTORY     - 1958     MONUMENTED       CGS
 EO0316  HISTORY     - 1982     GOOD             NGS
 EO0316
 EO0316                          STATION DESCRIPTION
 EO0316
 EO0316'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 EO0316'10.25 MI W FROM CLOVIS.
 EO0316'ABOUT 10.25 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 EO0316'FROM THE STATION AT CLOVIS, 49 FEET NORTH OF MILE POST 667, ABOUT 0.35
 EO0316'MILE EAST OF THE GRIER SIDING SIGN, ABOUT 0.1 MILE EAST OF A DIRT ROAD
 EO0316'CROSSING, 72 FEET NORTH OF THE NEAR RAIL OF THE MAIN TRACK, 58 FEET
 EO0316'NORTH OF THE NEAR RAIL OF A SPUR TRACK, 65 FEET SOUTH OF THE CENTER
 EO0316'LINE OF THE HIGHWAY, 2 FEET EAST OF A METAL WITNESS POST, ABOUT 3 FEET
 EO0316'BELOW THE LEVEL OF THE TRACK, AND IN THE TOP OF A CONCRETE POST
 EO0316'PROJECTING 9 INCHES.
 EO0316
 EO0316                          STATION RECOVERY (1982)
 EO0316
 EO0316'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 EO0316'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  16.6 KM (10.3
 EO0316'MI) WESTERLY ALONG THE SANTA FE RAILROAD FROM THE RAILROAD STATION IN
 EO0316'CLOVIS, 0.2 KM (0.1 MI) EAST OF A DIRT ROAD LEADING SOUTH, 63.1 METERS
 EO0316'(207.0 FT) WEST-NORTHWEST OF SIGNAL NUMBER 661, 19.8 METERS (65.0 FT)
 EO0316'SOUTH OF THE CENTERLINE OF THE EAST BOUND LANES OF U.S. HIGHWAY 60,
 EO0316'17.7 METERS (58.1 FT) NORTH OF THE NEAR RAIL AND 14.9 METERS (48.9 FT)
 EO0316'NORTH OF MILEPOST 667.
 EO0316'THE MARK IS 0.9 METERS  E FROM A WITNESS POST.
 EO0316'THE MARK IS 1.2 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0252 ***********************************************************************
 EP0252  DESIGNATION -  L 161
 EP0252  PID         -  EP0252
 EP0252  STATE/COUNTY-  NM/TORRANCE
 EP0252  USGS QUAD   -  TEJON (1978)
 EP0252
 EP0252                         *CURRENT SURVEY CONTROL
 EP0252  ___________________________________________________________________
 EP0252* NAD 83(1986)-  34 36 15.     (N)    105 20 32.     (W)     SCALED    
 EP0252* NAVD 88     -      1893.662  (meters)    6212.79   (feet)  ADJUSTED  
 EP0252  ___________________________________________________________________
 EP0252  GEOID HEIGHT-         -20.31  (meters)                     GEOID03
 EP0252  DYNAMIC HT  -        1890.986 (meters)    6204.01  (feet)  COMP
 EP0252  MODELED GRAV-     979,153.4   (mgal)                       NAVD 88
 EP0252
 EP0252  VERT ORDER  -  FIRST     CLASS II
 EP0252
 EP0252.The horizontal coordinates were scaled from a topographic map and have
 EP0252.an estimated accuracy of +/- 6 seconds.
 EP0252
 EP0252.The orthometric height was determined by differential leveling
 EP0252.and adjusted by the National Geodetic Survey in June 1991..
 EP0252
 EP0252.The geoid height was determined by GEOID03.
 EP0252
 EP0252.The dynamic height is computed by dividing the NAVD 88
 EP0252.geopotential number by the normal gravity value computed on the
 EP0252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EP0252.degrees latitude (g = 980.6199 gals.).
 EP0252
 EP0252.The modeled gravity was interpolated from observed gravity values.
 EP0252
 EP0252;                    North         East    Units  Estimated Accuracy
 EP0252;SPC NM C     -   400,040.      583,260.      MT  (+/- 180 meters Scaled)
 EP0252
 EP0252                          SUPERSEDED SURVEY CONTROL
 EP0252
 EP0252  NGVD 29 (??/??/92) 1892.845  (m)         6210.11   (f) ADJ UNCH    1 2
 EP0252
 EP0252.Superseded values are not recommended for survey control.
 EP0252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EP0252.See file dsdata.txt to determine how the superseded data were derived.
 EP0252
 EP0252_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDU686292(NAD 83)
 EP0252_MARKER: DB = BENCH MARK DISK
 EP0252_SETTING: 66 = SET IN ROCK OUTCROP
 EP0252_SP_SET: ROCK CUT
 EP0252_STAMPING: L 161 1958
 EP0252_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EP0252+STABILITY: POSITION/ELEVATION WELL
 EP0252
 EP0252  HISTORY     - Date     Condition        Report By
 EP0252  HISTORY     - 1958     MONUMENTED       CGS
 EP0252
 EP0252                          STATION DESCRIPTION
 EP0252
 EP0252'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 EP0252'7.2 MI SE FROM ENCINO.
 EP0252'ABOUT 7.2 MILES SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 EP0252'RAILWAY FROM THE STATION AT ENCINO, ABOUT 9.05 MILES WEST OF THE
 EP0252'STATION AT VAUGHN, IN THE TOP OF A ROCK LEDGE AT THE BOTTOM OF A DEEP
 EP0252'ROCK CUT, 18 1/2 POLES EAST OF MILEPOST 797, 18 FEET SOUTH OF THE
 EP0252'SOUTH RAIL, AND ABOUT LEVEL WITH THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0459 ***********************************************************************
 GL0459  DESIGNATION -  L 166
 GL0459  PID         -  GL0459
 GL0459  STATE/COUNTY-  NM/UNION
 GL0459  USGS QUAD   -  MOSES (1972)
 GL0459
 GL0459                         *CURRENT SURVEY CONTROL
 GL0459  ___________________________________________________________________
 GL0459* NAD 83(1986)-  36 42 49.     (N)    103 02 06.     (W)     SCALED    
 GL0459* NAVD 88     -      1475.114  (meters)    4839.60   (feet)  ADJUSTED  
 GL0459  ___________________________________________________________________
 GL0459  GEOID HEIGHT-         -22.32  (meters)                     GEOID03
 GL0459  DYNAMIC HT  -        1473.421 (meters)    4834.05  (feet)  COMP
 GL0459  MODELED GRAV-     979,431.9   (mgal)                       NAVD 88
 GL0459
 GL0459  VERT ORDER  -  SECOND    CLASS 0
 GL0459
 GL0459.The horizontal coordinates were scaled from a topographic map and have
 GL0459.an estimated accuracy of +/- 6 seconds.
 GL0459
 GL0459.The orthometric height was determined by differential leveling
 GL0459.and adjusted by the National Geodetic Survey in June 1991..
 GL0459
 GL0459.The geoid height was determined by GEOID03.
 GL0459
 GL0459.The dynamic height is computed by dividing the NAVD 88
 GL0459.geopotential number by the normal gravity value computed on the
 GL0459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0459.degrees latitude (g = 980.6199 gals.).
 GL0459
 GL0459.The modeled gravity was interpolated from observed gravity values.
 GL0459
 GL0459;                    North         East    Units  Estimated Accuracy
 GL0459;SPC NM E     -   634,480.      280,990.      MT  (+/- 180 meters Scaled)
 GL0459
 GL0459                          SUPERSEDED SURVEY CONTROL
 GL0459
 GL0459  NGVD 29 (??/??/92) 1474.417  (m)         4837.32   (f) ADJ UNCH    2 0
 GL0459
 GL0459.Superseded values are not recommended for survey control.
 GL0459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0459.See file dsdata.txt to determine how the superseded data were derived.
 GL0459
 GL0459_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA755649(NAD 83)
 GL0459_MARKER: DB = BENCH MARK DISK
 GL0459_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0459_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0459_STAMPING: L 166 1935
 GL0459_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0459+STABILITY: SURFACE MOTION
 GL0459_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 GL0459+SATELLITE: SATELLITE OBSERVATIONS - October 08, 2005
 GL0459
 GL0459  HISTORY     - Date     Condition        Report By
 GL0459  HISTORY     - 1935     MONUMENTED       CGS
 GL0459  HISTORY     - 1955     GOOD             NGS
 GL0459  HISTORY     - 20051008 GOOD             INDIV
 GL0459
 GL0459                          STATION DESCRIPTION
 GL0459
 GL0459'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GL0459'10.2 MI NE FROM SENECA.
 GL0459'10.2 MILES NORTHEAST ALONG STATE HIGHWAY 18 FROM THE POST OFFICE AT
 GL0459'SENECA, 318 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, AT A
 GL0459'CURVE IN THE HIGHWAY, 139 FEET NORTH OF A POWER POLE, 83 FEET NORTH OF
 GL0459'THE CENTER LINE OF A GRADED DIRT ROAD LEADING EAST, 52 FEET EAST OF
 GL0459'THE CENTER LINE OF A DIRT ROAD LEADING NORTH, 2 FEET WEST OF A FENCE,
 GL0459'3.2 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 GL0459'WHICH PROJECTS 0.7 FOOT ABOVE THE GROUND.
 GL0459
 GL0459                          STATION RECOVERY (2005)
 GL0459
 GL0459'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (SGK)
 GL0459'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0032 ***********************************************************************
 ER0032  DESIGNATION -  L 167
 ER0032  PID         -  ER0032
 ER0032  STATE/COUNTY-  NM/CATRON
 ER0032  USGS QUAD   -  MANGAS MOUNTAIN (1981)
 ER0032
 ER0032                         *CURRENT SURVEY CONTROL
 ER0032  ___________________________________________________________________
 ER0032* NAD 83(1986)-  34 02 51.     (N)    108 21 07.     (W)     SCALED    
 ER0032* NAVD 88     -      2484.722  (meters)    8151.96   (feet)  ADJUSTED  
 ER0032  ___________________________________________________________________
 ER0032  GEOID HEIGHT-         -21.55  (meters)                     GEOID03
 ER0032  DYNAMIC HT  -        2480.661 (meters)    8138.64  (feet)  COMP
 ER0032  MODELED GRAV-     978,911.8   (mgal)                       NAVD 88
 ER0032
 ER0032  VERT ORDER  -  SECOND    CLASS 0
 ER0032
 ER0032.The horizontal coordinates were scaled from a topographic map and have
 ER0032.an estimated accuracy of +/- 6 seconds.
 ER0032
 ER0032.The orthometric height was determined by differential leveling
 ER0032.and adjusted by the National Geodetic Survey in June 1991..
 ER0032
 ER0032.The geoid height was determined by GEOID03.
 ER0032
 ER0032.The dynamic height is computed by dividing the NAVD 88
 ER0032.geopotential number by the normal gravity value computed on the
 ER0032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0032.degrees latitude (g = 980.6199 gals.).
 ER0032
 ER0032.The modeled gravity was interpolated from observed gravity values.
 ER0032
 ER0032;                    North         East    Units  Estimated Accuracy
 ER0032;SPC NM W     -   338,050.      782,120.      MT  (+/- 180 meters Scaled)
 ER0032
 ER0032                          SUPERSEDED SURVEY CONTROL
 ER0032
 ER0032  NGVD 29 (??/??/92) 2483.598  (m)         8148.27   (f) ADJ UNCH    2 0
 ER0032
 ER0032.Superseded values are not recommended for survey control.
 ER0032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0032.See file dsdata.txt to determine how the superseded data were derived.
 ER0032
 ER0032_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYC444705(NAD 83)
 ER0032_MARKER: DB = BENCH MARK DISK
 ER0032_SETTING: 80 = SET IN A BOULDER
 ER0032_SP_SET: BOULDER
 ER0032_STAMPING: L 167 1935
 ER0032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0032+STABILITY: SURFACE MOTION
 ER0032
 ER0032  HISTORY     - Date     Condition        Report By
 ER0032  HISTORY     - 1935     MONUMENTED       CGS
 ER0032  HISTORY     - 1975     MARK NOT FOUND   USGS
 ER0032
 ER0032                          STATION DESCRIPTION
 ER0032
 ER0032'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 ER0032'8.2 MI E FROM ARAGON.
 ER0032'ABOUT 8.2 MILES EAST ALONG STATE HIGHWAY 12 FROM ARAGON, CATRON
 ER0032'COUNTY, THENCE ABOUT 10.9 MILES NORTH ALONG THE MANGAS ROAD, AT A WEST
 ER0032'SLOPE, 24 FEET EAST OF THE CENTER LINE OF THE ROAD, 15 FEET NORTHWEST
 ER0032'OF A 14-INCH PINE TREE, IN THE TOP OF A LARGE BOULDER, AND ABOUT 2
 ER0032'FEET ABOVE GROUND.  A STANDARD DISK, STAMPED L 167 1935.
 ER0032
 ER0032                          STATION RECOVERY (1975)
 ER0032
 ER0032'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 ER0032'APPEARS TO HAVE BEEN EITHER COVERED OR DESTROYED BY ROAD IMPROVEMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0111 ***********************************************************************
 ER0111  DESIGNATION -  L 168
 ER0111  PID         -  ER0111
 ER0111  STATE/COUNTY-  NM/CATRON
 ER0111  USGS QUAD   -  LARGO MESA (1981)
 ER0111
 ER0111                         *CURRENT SURVEY CONTROL
 ER0111  ___________________________________________________________________
 ER0111* NAD 83(1986)-  34 09 01.     (N)    108 35 58.     (W)     SCALED    
 ER0111* NAVD 88     -      2270.042  (meters)    7447.63   (feet)  ADJUSTED  
 ER0111  ___________________________________________________________________
 ER0111  GEOID HEIGHT-         -21.64  (meters)                     GEOID03
 ER0111  DYNAMIC HT  -        2266.476 (meters)    7435.93  (feet)  COMP
 ER0111  MODELED GRAV-     978,983.1   (mgal)                       NAVD 88
 ER0111
 ER0111  VERT ORDER  -  SECOND    CLASS 0
 ER0111
 ER0111.The horizontal coordinates were scaled from a topographic map and have
 ER0111.an estimated accuracy of +/- 6 seconds.
 ER0111
 ER0111.The orthometric height was determined by differential leveling
 ER0111.and adjusted by the National Geodetic Survey in June 1991..
 ER0111
 ER0111.The geoid height was determined by GEOID03.
 ER0111
 ER0111.The dynamic height is computed by dividing the NAVD 88
 ER0111.geopotential number by the normal gravity value computed on the
 ER0111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0111.degrees latitude (g = 980.6199 gals.).
 ER0111
 ER0111.The modeled gravity was interpolated from observed gravity values.
 ER0111
 ER0111;                    North         East    Units  Estimated Accuracy
 ER0111;SPC NM W     -   349,590.      759,350.      MT  (+/- 180 meters Scaled)
 ER0111
 ER0111                          SUPERSEDED SURVEY CONTROL
 ER0111
 ER0111  NGVD 29 (??/??/92) 2269.035  (m)         7444.33   (f) ADJ UNCH    2 0
 ER0111
 ER0111.Superseded values are not recommended for survey control.
 ER0111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0111.See file dsdata.txt to determine how the superseded data were derived.
 ER0111
 ER0111_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYC213814(NAD 83)
 ER0111_MARKER: DB = BENCH MARK DISK
 ER0111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ER0111_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ER0111_STAMPING: L 168 1935
 ER0111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0111+STABILITY: SURFACE MOTION
 ER0111
 ER0111  HISTORY     - Date     Condition        Report By
 ER0111  HISTORY     - 1935     MONUMENTED       CGS
 ER0111  HISTORY     - 1975     GOOD             USGS
 ER0111
 ER0111                          STATION DESCRIPTION
 ER0111
 ER0111'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 ER0111'19.9 MI SW FROM QUEMADO.
 ER0111'19.4 MI. S.W. ALONG QUEMADO-APACHE CREEK HWY. THENCE E. 0.5 MI. ON
 ER0111'CASTLE ROCK ROAD.  ABOUT 0.2 MI. S. OF THE CHANDDALER CHAVEZ RANCH,
 ER0111'AOBUT 150 YDS. S. OF FENCE CORNER, ABOUT 18 FT. E. OF CENTER LINE OF
 ER0111'ROAD AND 1 FT. W. OF FENCE LINE.
 ER0111
 ER0111                          STATION RECOVERY (1975)
 ER0111
 ER0111'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 ER0111'8.0 MILES SOUTH WEST ALONG U.S. 60 FROM QUEMADO, CATRON CO. THENCE
 ER0111'9.6 MILES SOUTH ALONG N.M. 32 TO A JCT OF N. M 32 AND CASTLE ROCK RD.
 ER0111'THENCE 0.5 MILES EAST ALONG CASTLE ROCK RD. TO AGUA FRIA CK. AND A
 ER0111'FENCE SOUTH, THENCE SOUTH ALONG THIS FENCE 0.4 MILES, ABOUT 150 YDS
 ER0111'SOUTH OF A FENCE CORNER 0.2 MILES NORTH OF THE OLD CHANDDLER CHAVEZ
 ER0111'RANCH ON THE FENCE LINE. A STANDARD DISK, STAMPED 'L 168 1935' AND
 ER0111'SET ON TOP OF A CONCRETE POST PROJECTING 0.4 FT. ABOVE THE SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0444 ***********************************************************************
 EQ0444  DESIGNATION -  L 169
 EQ0444  PID         -  EQ0444
 EQ0444  STATE/COUNTY-  NM/CATRON
 EQ0444  USGS QUAD   -  PASTURE CANYON (1995)
 EQ0444
 EQ0444                         *CURRENT SURVEY CONTROL
 EQ0444  ___________________________________________________________________
 EQ0444* NAD 83(1986)-  34 25 39.     (N)    107 51 39.     (W)     SCALED    
 EQ0444* NAVD 88     -      2144.047  (meters)    7034.26   (feet)  POSTED    
 EQ0444  ___________________________________________________________________
 EQ0444  GEOID HEIGHT-         -21.07  (meters)                     GEOID03
 EQ0444  DYNAMIC HT  -        2140.770 (meters)    7023.51  (feet)  COMP
 EQ0444  MODELED GRAV-     979,032.1   (mgal)                       NAVD 88
 EQ0444
 EQ0444  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EQ0444
 EQ0444.The horizontal coordinates were scaled from a topographic map and have
 EQ0444.an estimated accuracy of +/- 6 seconds.
 EQ0444
 EQ0444.The orthometric height was determined by differential leveling
 EQ0444.and adjusted by the National Geodetic Survey in 1992..
 EQ0444.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EQ0444.rate of 0.0 thru 1.0 mm/km.
 EQ0444
 EQ0444.The geoid height was determined by GEOID03.
 EQ0444
 EQ0444.The dynamic height is computed by dividing the NAVD 88
 EQ0444.geopotential number by the normal gravity value computed on the
 EQ0444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0444.degrees latitude (g = 980.6199 gals.).
 EQ0444
 EQ0444.The modeled gravity was interpolated from observed gravity values.
 EQ0444
 EQ0444;                    North         East    Units  Estimated Accuracy
 EQ0444;SPC NM W     -   380,080.      827,470.      MT  (+/- 180 meters Scaled)
 EQ0444
 EQ0444                          SUPERSEDED SURVEY CONTROL
 EQ0444
 EQ0444  NGVD 29 (??/??/92) 2143.102  (m)         7031.16   (f) ADJ UNCH    2 0
 EQ0444
 EQ0444.Superseded values are not recommended for survey control.
 EQ0444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0444.See file dsdata.txt to determine how the superseded data were derived.
 EQ0444
 EQ0444_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBU370132(NAD 83)
 EQ0444_MARKER: DB = BENCH MARK DISK
 EQ0444_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EQ0444_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EQ0444_STAMPING: L 169 1935
 EQ0444_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EQ0444+STABILITY: SURFACE MOTION
 EQ0444
 EQ0444  HISTORY     - Date     Condition        Report By
 EQ0444  HISTORY     - 1935     MONUMENTED       CGS
 EQ0444  HISTORY     - 1964     GOOD             USGS
 EQ0444
 EQ0444                          STATION DESCRIPTION
 EQ0444
 EQ0444'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 EQ0444'7.2 MI E FROM MCPHAUL RANCH.
 EQ0444'ABOUT 7.2 MI. EAST ALONG A GRADED ROAD FROM THE MCPHAUL RANCH, CATRON
 EQ0444'COUNTY, AT A POINT WHERE THE ROAD CROSSES A DRAIN, 335 FT. SE OF THE
 EQ0444'ROAD AT DRAIN, 54 FT. N. OF THE N. BANK OF ALAMOCITA CREEK, 3 FT.
 EQ0444'NORTH OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK SET IN TOP OF A
 EQ0444'CONCRETE POST, AND STAMPED L 169 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0662 ***********************************************************************
 FM0662  DESIGNATION -  L 18
 FM0662  PID         -  FM0662
 FM0662  STATE/COUNTY-  NM/SAN MIGUEL
 FM0662  USGS QUAD   -  MEDINA MESA (1968)
 FM0662
 FM0662                         *CURRENT SURVEY CONTROL
 FM0662  ___________________________________________________________________
 FM0662* NAD 83(1986)-  35 27 44.     (N)    103 49 25.     (W)     SCALED    
 FM0662* NAVD 88     -      1275.047  (meters)    4183.22   (feet)  ADJUSTED  
 FM0662  ___________________________________________________________________
 FM0662  GEOID HEIGHT-         -22.44  (meters)                     GEOID03
 FM0662  DYNAMIC HT  -        1273.475 (meters)    4178.06  (feet)  COMP
 FM0662  MODELED GRAV-     979,356.9   (mgal)                       NAVD 88
 FM0662
 FM0662  VERT ORDER  -  SECOND    CLASS 0
 FM0662
 FM0662.The horizontal coordinates were scaled from a topographic map and have
 FM0662.an estimated accuracy of +/- 6 seconds.
 FM0662
 FM0662.The orthometric height was determined by differential leveling
 FM0662.and adjusted by the National Geodetic Survey in June 1991..
 FM0662
 FM0662.The geoid height was determined by GEOID03.
 FM0662
 FM0662.The dynamic height is computed by dividing the NAVD 88
 FM0662.geopotential number by the normal gravity value computed on the
 FM0662.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0662.degrees latitude (g = 980.6199 gals.).
 FM0662
 FM0662.The modeled gravity was interpolated from observed gravity values.
 FM0662
 FM0662;                    North         East    Units  Estimated Accuracy
 FM0662;SPC NM E     -   494,970.      211,260.      MT  (+/- 180 meters Scaled)
 FM0662
 FM0662                          SUPERSEDED SURVEY CONTROL
 FM0662
 FM0662  NGVD 29 (??/??/92) 1274.425  (m)         4181.18   (f) ADJ UNCH    2 0
 FM0662
 FM0662.Superseded values are not recommended for survey control.
 FM0662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0662.See file dsdata.txt to determine how the superseded data were derived.
 FM0662
 FM0662_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFV067249(NAD 83)
 FM0662_MARKER: DB = BENCH MARK DISK
 FM0662_SETTING: 66 = SET IN ROCK OUTCROP
 FM0662_SP_SET: SANDSTONE OUTCROP
 FM0662_STAMPING: L 18 1928
 FM0662_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FM0662+STABILITY: POSITION/ELEVATION WELL
 FM0662
 FM0662  HISTORY     - Date     Condition        Report By
 FM0662  HISTORY     - 1928     MONUMENTED       CGS
 FM0662  HISTORY     - 1969     GOOD             USGS
 FM0662
 FM0662                          STATION DESCRIPTION
 FM0662
 FM0662'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 FM0662'25.0 MI W FROM LOGAN.
 FM0662'FROM P.O. IN LOGAN GO 2.9 MI N ON N MEX HWY 39, THENCE LEFT ON GRAVEL
 FM0662'ROAD 16.0 MILES, TAKE LEFT FORK AND GO 6.5 MI, TAKE RIGHT FORK AND GO
 FM0662'2.1 MILES WHERE THE ROAD SEPARATES FROM THE OLD RR BED, BM IS 50 FT NE
 FM0662'OF RD AND OLD RR BED JCT. IN A SANDSTONE OUTCROP.  A STANDARD DISK
 FM0662'STAMPED L 18 1928.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0041 ***********************************************************************
 GM0041  DESIGNATION -  L 19
 GM0041  PID         -  GM0041
 GM0041  STATE/COUNTY-  NM/HARDING
 GM0041  USGS QUAD   -  MILLS WEST (1972)
 GM0041
 GM0041                         *CURRENT SURVEY CONTROL
 GM0041  ___________________________________________________________________
 GM0041* NAD 83(1986)-  36 04 54.     (N)    104 15 02.     (W)     SCALED    
 GM0041* NAVD 88     -      1860.343  (meters)    6103.48   (feet)  ADJUSTED  
 GM0041  ___________________________________________________________________
 GM0041  GEOID HEIGHT-         -19.30  (meters)                     GEOID03
 GM0041  DYNAMIC HT  -        1857.981 (meters)    6095.73  (feet)  COMP
 GM0041  MODELED GRAV-     979,295.8   (mgal)                       NAVD 88
 GM0041
 GM0041  VERT ORDER  -  SECOND    CLASS 0
 GM0041
 GM0041.The horizontal coordinates were scaled from a topographic map and have
 GM0041.an estimated accuracy of +/- 6 seconds.
 GM0041
 GM0041.The orthometric height was determined by differential leveling
 GM0041.and adjusted by the National Geodetic Survey in June 1991..
 GM0041
 GM0041.The geoid height was determined by GEOID03.
 GM0041
 GM0041.The dynamic height is computed by dividing the NAVD 88
 GM0041.geopotential number by the normal gravity value computed on the
 GM0041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GM0041.degrees latitude (g = 980.6199 gals.).
 GM0041
 GM0041.The modeled gravity was interpolated from observed gravity values.
 GM0041
 GM0041;                    North         East    Units  Estimated Accuracy
 GM0041;SPC NM E     -   563,580.      172,460.      MT  (+/- 180 meters Scaled)
 GM0041
 GM0041                          SUPERSEDED SURVEY CONTROL
 GM0041
 GM0041  NGVD 29 (??/??/92) 1859.531  (m)         6100.81   (f) ADJ UNCH    2 0
 GM0041
 GM0041.Superseded values are not recommended for survey control.
 GM0041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0041.See file dsdata.txt to determine how the superseded data were derived.
 GM0041
 GM0041_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEV674932(NAD 83)
 GM0041_MARKER: DB = BENCH MARK DISK
 GM0041_SETTING: 0 = UNSPECIFIED SETTING
 GM0041_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GM0041
 GM0041  HISTORY     - Date     Condition        Report By
 GM0041  HISTORY     - UNK      MONUMENTED       CGS
 GM0041  HISTORY     - 1974     GOOD             USGS
 GM0041
 GM0041                          STATION DESCRIPTION
 GM0041
 GM0041'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 GM0041'IN MILLS.
 GM0041'FROM OLD GRAIN TOWER IN MILLS, PROCEED APPRX. .33 MILE S.E. ALONG OLD
 GM0041'R.R. GRADE TO OLD SWITCH POINT OF N. END OF HWY.  B.M. IS APPRX. 95
 GM0041'FT. S.W. (PERPENDICULAR) FROM SWITCH POINT.  B.M. IS ON TOP OF S.W.
 GM0041'DITCH BANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0514 ***********************************************************************
 FM0514  DESIGNATION -  L 192
 FM0514  PID         -  FM0514
 FM0514  STATE/COUNTY-  NM/UNION
 FM0514  USGS QUAD   -  AMISTAD (1971)
 FM0514
 FM0514                         *CURRENT SURVEY CONTROL
 FM0514  ___________________________________________________________________
 FM0514* NAD 83(1986)-  35 58 28.     (N)    103 11 42.     (W)     SCALED    
 FM0514* NAVD 88     -      1393.125  (meters)    4570.61   (feet)  ADJUSTED  
 FM0514  ___________________________________________________________________
 FM0514  GEOID HEIGHT-         -22.59  (meters)                     GEOID03
 FM0514  DYNAMIC HT  -        1391.458 (meters)    4565.14  (feet)  COMP
 FM0514  MODELED GRAV-     979,388.0   (mgal)                       NAVD 88
 FM0514
 FM0514  VERT ORDER  -  SECOND    CLASS 0
 FM0514
 FM0514.The horizontal coordinates were scaled from a topographic map and have
 FM0514.an estimated accuracy of +/- 6 seconds.
 FM0514
 FM0514.The orthometric height was determined by differential leveling
 FM0514.and adjusted by the National Geodetic Survey in June 1991..
 FM0514.WARNING-Repeat measurements at this control monument indicate possible
 FM0514.vertical movement.
 FM0514
 FM0514.The geoid height was determined by GEOID03.
 FM0514
 FM0514.The dynamic height is computed by dividing the NAVD 88
 FM0514.geopotential number by the normal gravity value computed on the
 FM0514.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0514.degrees latitude (g = 980.6199 gals.).
 FM0514
 FM0514.The modeled gravity was interpolated from observed gravity values.
 FM0514
 FM0514;                    North         East    Units  Estimated Accuracy
 FM0514;SPC NM E     -   552,280.      267,660.      MT  (+/- 180 meters Scaled)
 FM0514
 FM0514                          SUPERSEDED SURVEY CONTROL
 FM0514
 FM0514  NGVD 29 (??/??/92) 1392.459  (m)         4568.43   (f) ADJ UNCH    2 0
 FM0514
 FM0514.Superseded values are not recommended for survey control.
 FM0514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0514.See file dsdata.txt to determine how the superseded data were derived.
 FM0514
 FM0514_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFV627826(NAD 83)
 FM0514_MARKER: DB = BENCH MARK DISK
 FM0514_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FM0514_SP_SET: CULVERT
 FM0514_STAMPING: L 192 1939
 FM0514_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FM0514
 FM0514  HISTORY     - Date     Condition        Report By
 FM0514  HISTORY     - 1939     MONUMENTED       CGS
 FM0514  HISTORY     - 1955     GOOD             NGS
 FM0514
 FM0514                          STATION DESCRIPTION
 FM0514
 FM0514'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 FM0514'5.7 MI N FROM AMISTAD.
 FM0514'0.3 MILE WEST ALONG AN OILED ROAD FROM THE PUBLIC SCHOOL AT AMISTAD,
 FM0514'THENCE 5.4 MILES NORTH ALONG STATE HIGHWAY 18, 19 FEET EAST OF THE
 FM0514'CENTER LINE OF THE HIGHWAY, 500 FEET NORTHWEST OF A WINDMILL, 21 FEET
 FM0514'WEST OF A FENCE, SET IN THE TOP OF THE SOUTHEAST WINGWALL OF A 3X3
 FM0514'FOOT STONE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0513 ***********************************************************************
 DR0513  DESIGNATION -  L 193
 DR0513  PID         -  DR0513
 DR0513  STATE/COUNTY-  NM/LINCOLN
 DR0513  USGS QUAD   -  JUAN LARGO CANYON WEST (1981)
 DR0513
 DR0513                         *CURRENT SURVEY CONTROL
 DR0513  ___________________________________________________________________
 DR0513* NAD 83(1986)-  33 55 09.     (N)    105 08 09.     (W)     SCALED    
 DR0513* NAVD 88     -      1583.193  (meters)    5194.19   (feet)  ADJUSTED  
 DR0513  ___________________________________________________________________
 DR0513  GEOID HEIGHT-         -21.82  (meters)                     GEOID03
 DR0513  DYNAMIC HT  -        1580.922 (meters)    5186.74  (feet)  COMP
 DR0513  MODELED GRAV-     979,145.9   (mgal)                       NAVD 88
 DR0513
 DR0513  VERT ORDER  -  SECOND    CLASS 0
 DR0513
 DR0513.The horizontal coordinates were scaled from a topographic map and have
 DR0513.an estimated accuracy of +/- 6 seconds.
 DR0513
 DR0513.The orthometric height was determined by differential leveling
 DR0513.and adjusted by the National Geodetic Survey in June 1991..
 DR0513
 DR0513.The geoid height was determined by GEOID03.
 DR0513
 DR0513.The dynamic height is computed by dividing the NAVD 88
 DR0513.geopotential number by the normal gravity value computed on the
 DR0513.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0513.degrees latitude (g = 980.6199 gals.).
 DR0513
 DR0513.The modeled gravity was interpolated from observed gravity values.
 DR0513
 DR0513;                    North         East    Units  Estimated Accuracy
 DR0513;SPC NM C     -   324,250.      603,020.      MT  (+/- 180 meters Scaled)
 DR0513
 DR0513                          SUPERSEDED SURVEY CONTROL
 DR0513
 DR0513  NGVD 29 (??/??/92) 1582.465  (m)         5191.80   (f) ADJ UNCH    2 0
 DR0513
 DR0513.Superseded values are not recommended for survey control.
 DR0513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0513.See file dsdata.txt to determine how the superseded data were derived.
 DR0513
 DR0513_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDT874532(NAD 83)
 DR0513_MARKER: DB = BENCH MARK DISK
 DR0513_SETTING: 66 = SET IN ROCK OUTCROP
 DR0513_SP_SET: OUTCROP
 DR0513_STAMPING: L 193 1939
 DR0513_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DR0513+STABILITY: POSITION/ELEVATION WELL
 DR0513
 DR0513  HISTORY     - Date     Condition        Report By
 DR0513  HISTORY     - 1939     MONUMENTED       CGS
 DR0513
 DR0513                          STATION DESCRIPTION
 DR0513
 DR0513'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 DR0513'17.8 MI S FROM LON.
 DR0513'ON DIM ROADS TO GARCIANA RANCH, 17.8 MILES SOUTH OF POST OFFICE.  0.5
 DR0513'MILES SOUTH OF A SMALL RANCH HOUSE.  250 FT. NORTH OF THE CREST OF A
 DR0513'HILL.  36.0 FT. EAST OF THE CENTERLINE OF ROAD.  1.0 FT. WEST OF A
 DR0513'SMALL ROCK CAIRN.  ON TOP OF A ROCK OUTCROP LEVEL WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0568 ***********************************************************************
 GL0568  DESIGNATION -  L 196
 GL0568  PID         -  GL0568
 GL0568  STATE/COUNTY-  NM/UNION
 GL0568  USGS QUAD   -  TUB SPRING (1972)
 GL0568
 GL0568                         *CURRENT SURVEY CONTROL
 GL0568  ___________________________________________________________________
 GL0568* NAD 83(1986)-  36 58 14.     (N)    103 16 01.     (W)     SCALED    
 GL0568* NAVD 88     -      1413.601  (meters)    4637.79   (feet)  ADJUSTED  
 GL0568  ___________________________________________________________________
 GL0568  GEOID HEIGHT-         -21.46  (meters)                     GEOID03
 GL0568  DYNAMIC HT  -        1411.997 (meters)    4632.53  (feet)  COMP
 GL0568  MODELED GRAV-     979,447.4   (mgal)                       NAVD 88
 GL0568
 GL0568  VERT ORDER  -  SECOND    CLASS 0
 GL0568
 GL0568.The horizontal coordinates were scaled from a topographic map and have
 GL0568.an estimated accuracy of +/- 6 seconds.
 GL0568
 GL0568.The orthometric height was determined by differential leveling
 GL0568.and adjusted by the National Geodetic Survey in June 1991..
 GL0568
 GL0568.The geoid height was determined by GEOID03.
 GL0568
 GL0568.The dynamic height is computed by dividing the NAVD 88
 GL0568.geopotential number by the normal gravity value computed on the
 GL0568.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0568.degrees latitude (g = 980.6199 gals.).
 GL0568
 GL0568.The modeled gravity was interpolated from observed gravity values.
 GL0568
 GL0568;                    North         East    Units  Estimated Accuracy
 GL0568;SPC NM E     -   662,740.      259,950.      MT  (+/- 180 meters Scaled)
 GL0568
 GL0568                          SUPERSEDED SURVEY CONTROL
 GL0568
 GL0568  NGVD 29 (??/??/92) 1412.828  (m)         4635.25   (f) ADJ UNCH    2 0
 GL0568
 GL0568.Superseded values are not recommended for survey control.
 GL0568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0568.See file dsdata.txt to determine how the superseded data were derived.
 GL0568
 GL0568_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA542930(NAD 83)
 GL0568_MARKER: DB = BENCH MARK DISK
 GL0568_SETTING: 66 = SET IN ROCK OUTCROP
 GL0568_SP_SET: SANDSTONE
 GL0568_STAMPING: L 196 1939
 GL0568_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GL0568+STABILITY: POSITION/ELEVATION WELL
 GL0568
 GL0568  HISTORY     - Date     Condition        Report By
 GL0568  HISTORY     - 1939     MONUMENTED       CGS
 GL0568  HISTORY     - 1972     MARK NOT FOUND   USGS
 GL0568
 GL0568                          STATION DESCRIPTION
 GL0568
 GL0568'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 GL0568'18.9 MI W FROM KENTON, OK.
 GL0568'18.9 MILES WEST BY US HIGHWAY NO. 64.  ALONG U.S. NO. 64.  100 FEET
 GL0568'SOUTHEAST OF NORTHWEST END OF BRIDGE.  11 FEET SOUTHWEST OF
 GL0568'CENTER-LINE OF HIGHWAY.  SET IN SOUTHWEST WINGWALL OF SOUTHEAST
 GL0568'ABUTMENT OF A STEEL BRIDGE NO. 1104.  NOTE-- NEW BRIDGE CONSTRUCTED
 GL0568'OVER OLD ABUTMENT, COVERED UP WITH BRIDGE TIMBERS OR POSSIBLY
 GL0568'DESTROYED.
 GL0568
 GL0568                          STATION RECOVERY (1972)
 GL0568
 GL0568'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 GL0568'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0438 ***********************************************************************
 GM0438  DESIGNATION -  L 197
 GM0438  PID         -  GM0438
 GM0438  STATE/COUNTY-  NM/RIO ARRIBA
 GM0438  USGS QUAD   -  TRUCHAS (1995)
 GM0438
 GM0438                         *CURRENT SURVEY CONTROL
 GM0438  ___________________________________________________________________
 GM0438* NAD 83(1986)-  36 01 31.     (N)    105 50 49.     (W)     SCALED    
 GM0438* NAVD 88     -      2247.002  (meters)    7372.04   (feet)  ADJUSTED  
 GM0438  ___________________________________________________________________
 GM0438  GEOID HEIGHT-         -17.67  (meters)                     GEOID03
 GM0438  DYNAMIC HT  -        2243.870 (meters)    7361.76  (feet)  COMP
 GM0438  MODELED GRAV-     979,158.0   (mgal)                       NAVD 88
 GM0438
 GM0438  VERT ORDER  -  SECOND    CLASS 0
 GM0438
 GM0438.The horizontal coordinates were scaled from a topographic map and have
 GM0438.an estimated accuracy of +/- 6 seconds.
 GM0438
 GM0438.The orthometric height was determined by differential leveling
 GM0438.and adjusted by the National Geodetic Survey in June 1991..
 GM0438
 GM0438.The geoid height was determined by GEOID03.
 GM0438
 GM0438.The dynamic height is computed by dividing the NAVD 88
 GM0438.geopotential number by the normal gravity value computed on the
 GM0438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GM0438.degrees latitude (g = 980.6199 gals.).
 GM0438
 GM0438.The modeled gravity was interpolated from observed gravity values.
 GM0438
 GM0438;                    North         East    Units  Estimated Accuracy
 GM0438;SPC NM C     -   557,390.      536,330.      MT  (+/- 180 meters Scaled)
 GM0438
 GM0438                          SUPERSEDED SURVEY CONTROL
 GM0438
 GM0438  NGVD 29 (??/??/92) 2245.902  (m)         7368.43   (f) ADJ UNCH    2 0
 GM0438
 GM0438.Superseded values are not recommended for survey control.
 GM0438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0438.See file dsdata.txt to determine how the superseded data were derived.
 GM0438
 GM0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV236870(NAD 83)
 GM0438_MARKER: DB = BENCH MARK DISK
 GM0438_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GM0438_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GM0438_STAMPING: L 197 1940
 GM0438_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GM0438+STABILITY: SURFACE MOTION
 GM0438
 GM0438  HISTORY     - Date     Condition        Report By
 GM0438  HISTORY     - 1940     MONUMENTED       CGS
 GM0438
 GM0438                          STATION DESCRIPTION
 GM0438
 GM0438'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 GM0438'2.8 MI SW FROM TRUCHAS.
 GM0438'TO REACH FROM TRUCHAS, PROCEED SOUTHWESTERLY ON ROAD TOWARDS CHIMAYO,
 GM0438'GO 2.8 MILES.  BENCH MARK IS ON TOP OF A RIDGE.  36 FEET NORTH OF A
 GM0438'DRAINAGE DITCH.  30 FEET EAST OF CENTER LINE OF THE ROAD.  2.0 FEET
 GM0438'NORTH OF A 4 X 4 INCH WHITE WOODEN POST PROJECTING 2.0 FEET. MONUMENT
 GM0438'IS FLUSH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0571 ***********************************************************************
 FO0571  DESIGNATION -  L 198
 FO0571  PID         -  FO0571
 FO0571  STATE/COUNTY-  NM/SANDOVAL
 FO0571  USGS QUAD   -  PONDEROSA (1993)
 FO0571
 FO0571                         *CURRENT SURVEY CONTROL
 FO0571  ___________________________________________________________________
 FO0571* NAD 83(1986)-  35 37 50.     (N)    106 41 05.     (W)     SCALED    
 FO0571* NAVD 88     -      1785.904  (meters)    5859.25   (feet)  ADJUSTED  
 FO0571  ___________________________________________________________________
 FO0571  GEOID HEIGHT-         -20.02  (meters)                     GEOID03
 FO0571  DYNAMIC HT  -        1783.498 (meters)    5851.36  (feet)  COMP
 FO0571  MODELED GRAV-     979,223.3   (mgal)                       NAVD 88
 FO0571
 FO0571  VERT ORDER  -  SECOND    CLASS 0
 FO0571
 FO0571.The horizontal coordinates were scaled from a topographic map and have
 FO0571.an estimated accuracy of +/- 6 seconds.
 FO0571
 FO0571.The orthometric height was determined by differential leveling
 FO0571.and adjusted by the National Geodetic Survey in June 1991..
 FO0571
 FO0571.The geoid height was determined by GEOID03.
 FO0571
 FO0571.The dynamic height is computed by dividing the NAVD 88
 FO0571.geopotential number by the normal gravity value computed on the
 FO0571.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0571.degrees latitude (g = 980.6199 gals.).
 FO0571
 FO0571.The modeled gravity was interpolated from observed gravity values.
 FO0571
 FO0571;                    North         East    Units  Estimated Accuracy
 FO0571;SPC NM C     -   513,610.      460,630.      MT  (+/- 180 meters Scaled)
 FO0571
 FO0571                          SUPERSEDED SURVEY CONTROL
 FO0571
 FO0571  NGVD 29 (??/??/92) 1784.969  (m)         5856.19   (f) ADJ UNCH    2 0
 FO0571
 FO0571.Superseded values are not recommended for survey control.
 FO0571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0571.See file dsdata.txt to determine how the superseded data were derived.
 FO0571
 FO0571_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV474442(NAD 83)
 FO0571_MARKER: DB = BENCH MARK DISK
 FO0571_SETTING: 80 = SET IN A BOULDER
 FO0571_STAMPING: L 198 1940
 FO0571_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO0571+STABILITY: SURFACE MOTION
 FO0571
 FO0571  HISTORY     - Date     Condition        Report By
 FO0571  HISTORY     - 1940     MONUMENTED       CGS
 FO0571
 FO0571                          STATION DESCRIPTION
 FO0571
 FO0571'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 FO0571'1.3 MI NE FROM JEMES.
 FO0571'1.3 MILES NORTHEAST ALONG STATE HIGHWAY 4 FROM THE CATHOLIC CHURCH AT
 FO0571'JEMES, SANDOVAL COUNTY, THENCE 2.2 MILES EAST ALONG A ROAD LEADING TO
 FO0571'PENABLANCA.  0.7 MILES WEST OF A WOODEN BRIDGE OVER A DEEP WASH, 190
 FO0571'FEET EAST OF A SHARP CURVE, ON THE WEST SIDE OF A SMALL ROCKY RIDGE,
 FO0571'32 FEET SOUTHWEST OF THE WEST END OF A SMALL CUT, 27 FEET SOUTH OF THE
 FO0571'CENTERLINE OF THE ROAD, 15 FEET SOUTHWEST OF A SCRUB CEDAR TREE, IN
 FO0571'THE TOP OF A 2- BY 5-FOOT MALPAIS BOULDER PROJECTING 2.5 FEET ABOVE
 FO0571'THE GROUND AND 1.5 FEET HIGHER THAN THE ROAD.  A STANDARD DISK,
 FO0571'STAMPED L 198 1940.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0312 ***********************************************************************
 EQ0312  DESIGNATION -  L 2
 EQ0312  PID         -  EQ0312
 EQ0312  STATE/COUNTY-  NM/VALENCIA
 EQ0312  USGS QUAD   -  DALIES (1991)
 EQ0312
 EQ0312                         *CURRENT SURVEY CONTROL
 EQ0312  ___________________________________________________________________
 EQ0312* NAD 83(1986)-  34 51 47.     (N)    106 46 55.     (W)     SCALED    
 EQ0312* NAVD 88     -      1547.345  (meters)    5076.58   (feet)  POSTED    
 EQ0312  ___________________________________________________________________
 EQ0312  GEOID HEIGHT-         -21.79  (meters)                     GEOID03
 EQ0312  DYNAMIC HT  -        1545.200 (meters)    5069.54  (feet)  COMP
 EQ0312  MODELED GRAV-     979,197.3   (mgal)                       NAVD 88
 EQ0312
 EQ0312  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EQ0312
 EQ0312.The horizontal coordinates were scaled from a topographic map and have
 EQ0312.an estimated accuracy of +/- 6 seconds.
 EQ0312
 EQ0312.The orthometric height was determined by differential leveling
 EQ0312.and adjusted by the National Geodetic Survey in 1992..
 EQ0312.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EQ0312.rate of 0.0 thru 1.0 mm/km.
 EQ0312
 EQ0312.The geoid height was determined by GEOID03.
 EQ0312
 EQ0312.The dynamic height is computed by dividing the NAVD 88
 EQ0312.geopotential number by the normal gravity value computed on the
 EQ0312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0312.degrees latitude (g = 980.6199 gals.).
 EQ0312
 EQ0312.The modeled gravity was interpolated from observed gravity values.
 EQ0312
 EQ0312;                    North         East    Units  Estimated Accuracy
 EQ0312;SPC NM C     -   428,510.      451,360.      MT  (+/- 180 meters Scaled)
 EQ0312
 EQ0312                          SUPERSEDED SURVEY CONTROL
 EQ0312
 EQ0312  NGVD 29 (??/??/92) 1546.486  (m)         5073.76   (f) ADJ UNCH    1 2
 EQ0312
 EQ0312.Superseded values are not recommended for survey control.
 EQ0312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0312.See file dsdata.txt to determine how the superseded data were derived.
 EQ0312
 EQ0312_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU371593(NAD 83)
 EQ0312_MARKER: Z = SEE DESCRIPTION
 EQ0312_SETTING: 66 = SET IN ROCK OUTCROP
 EQ0312_SP_SET: STONE
 EQ0312_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EQ0312+STABILITY: POSITION/ELEVATION WELL
 EQ0312
 EQ0312  HISTORY     - Date     Condition        Report By
 EQ0312  HISTORY     - UNK      MONUMENTED       CGS
 EQ0312  HISTORY     - 1909     GOOD             NGS
 EQ0312  HISTORY     - 1934     GOOD             NGS
 EQ0312
 EQ0312                          STATION DESCRIPTION
 EQ0312
 EQ0312'DESCRIBED BY NATIONAL GEODETIC SURVEY 1909
 EQ0312'0.3 MI W FROM MANZANA.
 EQ0312'0.3 MILE WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 EQ0312'MANZANA, VALENCIA COUNTY, 3 POLES EAST OF MILEAGE POST 18-1/2, AT
 EQ0312'STEEL I-BEAM BRIDGE NO. A 19, IN THE TOP OF THE NORTH END OF THE WEST
 EQ0312'ABUTMENT, 13 INCHES FROM THE FACE OF THE ABUTMENT, AND 7 INCHES FROM
 EQ0312'THE END OF THE COPING STONE.  THE BOTTOM OF A SQUARE HOLE, SURROUNDED
 EQ0312'BY THE LETTERS US.
 EQ0312
 EQ0312                          STATION RECOVERY (1934)
 EQ0312
 EQ0312'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 EQ0312'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0021 ***********************************************************************
 GM0021  DESIGNATION -  L 20
 GM0021  PID         -  GM0021
 GM0021  STATE/COUNTY-  NM/COLFAX
 GM0021  USGS QUAD   -  EAGLE TAIL MOUNTAIN (1971)
 GM0021
 GM0021                         *CURRENT SURVEY CONTROL
 GM0021  ___________________________________________________________________
 GM0021* NAD 83(1986)-  36 39 25.     (N)    104 29 52.     (W)     SCALED    
 GM0021* NAVD 88     -      1845.849  (meters)    6055.92   (feet)  POSTED    
 GM0021  ___________________________________________________________________
 GM0021  GEOID HEIGHT-         -18.56  (meters)                     GEOID03
 GM0021  DYNAMIC HT  -        1843.510 (meters)    6048.25  (feet)  COMP
 GM0021  MODELED GRAV-     979,301.7   (mgal)                       NAVD 88
 GM0021
 GM0021  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 GM0021
 GM0021.The horizontal coordinates were scaled from a topographic map and have
 GM0021.an estimated accuracy of +/- 6 seconds.
 GM0021
 GM0021.The orthometric height was determined by differential leveling
 GM0021.and adjusted by the National Geodetic Survey in 1992..
 GM0021.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 GM0021.rate of 1.1 thru 2.0 mm/km.
 GM0021
 GM0021.The geoid height was determined by GEOID03.
 GM0021
 GM0021.The dynamic height is computed by dividing the NAVD 88
 GM0021.geopotential number by the normal gravity value computed on the
 GM0021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GM0021.degrees latitude (g = 980.6199 gals.).
 GM0021
 GM0021.The modeled gravity was interpolated from observed gravity values.
 GM0021
 GM0021;                    North         East    Units  Estimated Accuracy
 GM0021;SPC NM E     -   627,420.      150,300.      MT  (+/- 180 meters Scaled)
 GM0021
 GM0021                          SUPERSEDED SURVEY CONTROL
 GM0021
 GM0021  NGVD 29 (??/??/92) 1844.940  (m)         6052.94   (f) ADJ UNCH    1 2
 GM0021
 GM0021.Superseded values are not recommended for survey control.
 GM0021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0021.See file dsdata.txt to determine how the superseded data were derived.
 GM0021
 GM0021_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEA448569(NAD 83)
 GM0021_MARKER: DB = BENCH MARK DISK
 GM0021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GM0021_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GM0021_STAMPING: L 20 1929
 GM0021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GM0021+STABILITY: SURFACE MOTION
 GM0021
 GM0021  HISTORY     - Date     Condition        Report By
 GM0021  HISTORY     - 1929     MONUMENTED       CGS
 GM0021  HISTORY     - 1934     GOOD             NGS
 GM0021
 GM0021                          STATION DESCRIPTION
 GM0021
 GM0021'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GM0021'8.6 MI N FROM MAXWELL.
 GM0021'8.6 MILES NORTH OF MAXWELL, 1.2 MILES NORTH OF SCHOMBERG FLAG STATION
 GM0021'ALONG THE ATCHISON, TOPEKA AND SANTA FE RR, 12 FEET SOUTH OF BRIDGE
 GM0021'NO. 677-A, 97 FEET INSIDE WIRE FENCE MARKING RIGHT-OF-WAY OF RAILROAD.
 GM0021'A STANDARD DISK SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0546 ***********************************************************************
 DQ0546  DESIGNATION -  L 200
 DQ0546  PID         -  DQ0546
 DQ0546  STATE/COUNTY-  NM/ROOSEVELT
 DQ0546  USGS QUAD   -  ELIDA (1978)
 DQ0546
 DQ0546                         *CURRENT SURVEY CONTROL
 DQ0546  ___________________________________________________________________
 DQ0546* NAD 83(1986)-  33 58 16.     (N)    103 37 51.     (W)     SCALED    
 DQ0546* NAVD 88     -      1333.903  (meters)    4376.31   (feet)  ADJUSTED  
 DQ0546  ___________________________________________________________________
 DQ0546  GEOID HEIGHT-         -22.75  (meters)                     GEOID03
 DQ0546  DYNAMIC HT  -        1332.117 (meters)    4370.45  (feet)  COMP
 DQ0546  MODELED GRAV-     979,250.5   (mgal)                       NAVD 88
 DQ0546
 DQ0546  VERT ORDER  -  FIRST     CLASS II
 DQ0546
 DQ0546.The horizontal coordinates were scaled from a topographic map and have
 DQ0546.an estimated accuracy of +/- 6 seconds.
 DQ0546
 DQ0546.The orthometric height was determined by differential leveling
 DQ0546.and adjusted by the National Geodetic Survey in June 1991..
 DQ0546
 DQ0546.The geoid height was determined by GEOID03.
 DQ0546
 DQ0546.The dynamic height is computed by dividing the NAVD 88
 DQ0546.geopotential number by the normal gravity value computed on the
 DQ0546.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0546.degrees latitude (g = 980.6199 gals.).
 DQ0546
 DQ0546.The modeled gravity was interpolated from observed gravity values.
 DQ0546
 DQ0546;                    North         East    Units  Estimated Accuracy
 DQ0546;SPC NM E     -   329,680.      229,920.      MT  (+/- 180 meters Scaled)
 DQ0546
 DQ0546                          SUPERSEDED SURVEY CONTROL
 DQ0546
 DQ0546.No superseded survey control is available for this station.
 DQ0546
 DQ0546_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFT264597(NAD 83)
 DQ0546_MARKER: DB = BENCH MARK DISK
 DQ0546_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0546_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DQ0546_STAMPING: L 200 1940
 DQ0546_MARK LOGO: CGS   
 DQ0546_PROJECTION: PROJECTING 15 CENTIMETERS
 DQ0546_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0546+STABILITY: SURFACE MOTION
 DQ0546
 DQ0546  HISTORY     - Date     Condition        Report By
 DQ0546  HISTORY     - 1940     MONUMENTED       CGS
 DQ0546  HISTORY     - 1982     GOOD             NGS
 DQ0546
 DQ0546                          STATION DESCRIPTION
 DQ0546
 DQ0546'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 DQ0546'2.2 MI NE FROM ELIDA.
 DQ0546'2.2 MILES NORTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 DQ0546'FROM THE STATION AT ELIDA, 18 FEET SOUTH OF MILEPOST 40, 98 FEET
 DQ0546'SOUTHEAST OF THE CENTERLINE OF THE TRACK, 52 FEET NORTHWEST OF THE
 DQ0546'CENTERLINE OF U.S. HIGHWAY 70, IN LINE WITH AN IRON RIGHT-OF-WAY POST
 DQ0546'AND THE VERTICAL SECTION OF AN IRON RAIL (IRON MILEPOST 40), 3 FEET
 DQ0546'NORTHWEST OF THE IRON RIGHT-OF-WAY POST, AND 2.6 FEET NORTH OF A WHITE
 DQ0546'WOODEN WITNESS POST.  A STANDARD DISK, STAMPED L 200 1940 AND SET IN
 DQ0546'THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE GROUND.
 DQ0546
 DQ0546                          STATION RECOVERY (1982)
 DQ0546
 DQ0546'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 DQ0546'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  20.0 KM (12.4
 DQ0546'MI) NORTHEASTERLY ALONG U.S. HIGHWAY 70 FROM THE POST OFFICE IN
 DQ0546'KENNA, 32.9 METERS (107.9 FT) SOUTHEAST OF RAILROAD MILEPOST 40, 28.8
 DQ0546'METERS (94.5 FT) SOUTHEAST OF THE NEAR RAIL OF THE SANTA FE RAILROAD,
 DQ0546'16.6 METERS (54.5 FT) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 6.1
 DQ0546'METERS (20.0 FT) SOUTH-SOUTHEAST OF A UTILITY POLE AND 0.8 METER (2.6
 DQ0546'FT) NORTH-NORTHEAST OF A WOODEN WITNESS POST.
 DQ0546'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 DQ0546'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0578 ***********************************************************************
 DQ0578  DESIGNATION -  L 201
 DQ0578  PID         -  DQ0578
 DQ0578  STATE/COUNTY-  NM/CHAVES
 DQ0578  USGS QUAD   -  KENNA SW (1979)
 DQ0578
 DQ0578                         *CURRENT SURVEY CONTROL
 DQ0578  ___________________________________________________________________
 DQ0578* NAD 83(1986)-  33 45 36.     (N)    103 55 47.     (W)     SCALED    
 DQ0578* NAVD 88     -      1270.528  (meters)    4168.39   (feet)  ADJUSTED  
 DQ0578  ___________________________________________________________________
 DQ0578  GEOID HEIGHT-         -23.01  (meters)                     GEOID03
 DQ0578  DYNAMIC HT  -        1268.805 (meters)    4162.74  (feet)  COMP
 DQ0578  MODELED GRAV-     979,236.5   (mgal)                       NAVD 88
 DQ0578
 DQ0578  VERT ORDER  -  FIRST     CLASS II
 DQ0578
 DQ0578.The horizontal coordinates were scaled from a topographic map and have
 DQ0578.an estimated accuracy of +/- 6 seconds.
 DQ0578
 DQ0578.The orthometric height was determined by differential leveling
 DQ0578.and adjusted by the National Geodetic Survey in June 1991..
 DQ0578
 DQ0578.The geoid height was determined by GEOID03.
 DQ0578
 DQ0578.The dynamic height is computed by dividing the NAVD 88
 DQ0578.geopotential number by the normal gravity value computed on the
 DQ0578.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0578.degrees latitude (g = 980.6199 gals.).
 DQ0578
 DQ0578.The modeled gravity was interpolated from observed gravity values.
 DQ0578
 DQ0578;                    North         East    Units  Estimated Accuracy
 DQ0578;SPC NM E     -   306,110.      202,390.      MT  (+/- 180 meters Scaled)
 DQ0578
 DQ0578                          SUPERSEDED SURVEY CONTROL
 DQ0578
 DQ0578.No superseded survey control is available for this station.
 DQ0578
 DQ0578_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SET991360(NAD 83)
 DQ0578_MARKER: DB = BENCH MARK DISK
 DQ0578_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0578_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DQ0578_STAMPING: L 201 1941
 DQ0578_MARK LOGO: CGS   
 DQ0578_PROJECTION: PROJECTING 20 CENTIMETERS
 DQ0578_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0578+STABILITY: SURFACE MOTION
 DQ0578
 DQ0578  HISTORY     - Date     Condition        Report By
 DQ0578  HISTORY     - 1941     MONUMENTED       CGS
 DQ0578  HISTORY     - 1982     GOOD             NGS
 DQ0578
 DQ0578                          STATION DESCRIPTION
 DQ0578
 DQ0578'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 DQ0578'2.9 MI NE FROM BOAZ.
 DQ0578'2.9 MILES NORTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 DQ0578'FROM THE STATION AT BOAZ, 200 FEET WEST OF IRON MILEPOST 63, 101 FEET
 DQ0578'NORTHWEST OF THE CENTERLINE OF THE TRACK, 1 FOOT NORTHWEST OF THE
 DQ0578'RIGHT-OF-WAY FENCE, 3 FEET NORTH OF A WHITE WOODEN WITNESS POST, AND
 DQ0578'ABOUT 1 FOOT LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED L 201
 DQ0578'1941 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.9 FOOT ABOVE
 DQ0578'GROUND.
 DQ0578
 DQ0578                          STATION RECOVERY (1982)
 DQ0578
 DQ0578'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 DQ0578'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  17.2 KM (10.7
 DQ0578'MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 70 FROM THE POST OFFICE IN
 DQ0578'KENNA, 46.6 METERS (152.9 FT) WEST OF RAILROAD MILEPOST 63, 30.2
 DQ0578'METERS (99.1 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 29.2
 DQ0578'METERS (95.8 FT) NORTHWEST OF THE NEAR RAIL OF THE BURLRILINGTON
 DQ0578'NORTHERN RAILROAD AND 6.1 METERS (20.0 FT) NORTHEAST OF BENCH MARK G
 DQ0578'418.
 DQ0578'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0066 ***********************************************************************
 DR0066  DESIGNATION -  L 202
 DR0066  PID         -  DR0066
 DR0066  STATE/COUNTY-  NM/CHAVES
 DR0066  USGS QUAD   -  ACME (1982)
 DR0066
 DR0066                         *CURRENT SURVEY CONTROL
 DR0066  ___________________________________________________________________
 DR0066* NAD 83(1986)-  33 34 43.     (N)    104 21 32.     (W)     SCALED    
 DR0066* NAVD 88     -      1090.017  (meters)    3576.16   (feet)  ADJUSTED  
 DR0066  ___________________________________________________________________
 DR0066  GEOID HEIGHT-         -23.24  (meters)                     GEOID03
 DR0066  DYNAMIC HT  -        1088.561 (meters)    3571.39  (feet)  COMP
 DR0066  MODELED GRAV-     979,264.1   (mgal)                       NAVD 88
 DR0066
 DR0066  VERT ORDER  -  FIRST     CLASS II
 DR0066
 DR0066.The horizontal coordinates were scaled from a topographic map and have
 DR0066.an estimated accuracy of +/- 6 seconds.
 DR0066
 DR0066.The orthometric height was determined by differential leveling
 DR0066.and adjusted by the National Geodetic Survey in June 1991..
 DR0066
 DR0066.The geoid height was determined by GEOID03.
 DR0066
 DR0066.The dynamic height is computed by dividing the NAVD 88
 DR0066.geopotential number by the normal gravity value computed on the
 DR0066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0066.degrees latitude (g = 980.6199 gals.).
 DR0066
 DR0066.The modeled gravity was interpolated from observed gravity values.
 DR0066
 DR0066;                    North         East    Units  Estimated Accuracy
 DR0066;SPC NM E     -   285,920.      162,630.      MT  (+/- 180 meters Scaled)
 DR0066
 DR0066                          SUPERSEDED SURVEY CONTROL
 DR0066
 DR0066.No superseded survey control is available for this station.
 DR0066
 DR0066_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SET594156(NAD 83)
 DR0066_MARKER: DB = BENCH MARK DISK
 DR0066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR0066_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DR0066_STAMPING: L 202 1941
 DR0066_MARK LOGO: CGS   
 DR0066_PROJECTION: PROJECTING 15 CENTIMETERS
 DR0066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR0066+STABILITY: SURFACE MOTION
 DR0066
 DR0066  HISTORY     - Date     Condition        Report By
 DR0066  HISTORY     - 1941     MONUMENTED       CGS
 DR0066  HISTORY     - 1961     GOOD             NGS
 DR0066  HISTORY     - 1982     GOOD             NGS
 DR0066
 DR0066                          STATION DESCRIPTION
 DR0066
 DR0066'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 DR0066'2.1 MI SW FROM ACME.
 DR0066'2.0 MILES SOUTHWEST ALONG THE ATCHISON, TOPEKA, AND SANTA FE RAILROAD
 DR0066'FROM THE STATION AT ACME, 0.1 MILE SOUTH OF MILEPOLE 92, 54 FEET EAST
 DR0066'OF A TELEPHONE POLE WITH ONE GUY WIRE, 48 FEET WEST OF THE CENTER OF
 DR0066'THE TRACKS, 4 FEET BELOW THE LEVEL OF THE RAILROAD, 2 FEET SOUTH OF A
 DR0066'METAL WITNESS POST WITH SIGN, SET IN TOP OF CONCRETE POST PROJECTING 6
 DR0066'INCHES.
 DR0066
 DR0066                          STATION RECOVERY (1982)
 DR0066
 DR0066'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 DR0066'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  25.6 KM (15.9
 DR0066'MI) NORTHEASTERLY ALONG THE SANTA FE RAILROAD FROM THE RAILROAD
 DR0066'STATION IN ROSWELL, 0.1 KM (0.05 MI) SOUTHWEST OF MILEPOST 92, 17.0
 DR0066'METERS (55.8 FT) SOUTHEAST OF A UTILITY POLE WITH A GUY WIRE, 13.5
 DR0066'METERS (44.3 FT) NORTHWEST OF THE NEAR RAIL AND 5.3 METERS (17.4 FT)
 DR0066'NORTHWEST OF THE CENTER OF A DIRT ROAD.
 DR0066'THE MARK IS 0.6 METERS  SSE FROM A WITNESS POST.
 DR0066'THE MARK IS 1.2 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0108 ***********************************************************************
 CW0108  DESIGNATION -  L 203
 CW0108  PID         -  CW0108
 CW0108  STATE/COUNTY-  NM/EDDY
 CW0108  USGS QUAD   -  BASIN WELL (1975)
 CW0108
 CW0108                         *CURRENT SURVEY CONTROL
 CW0108  ___________________________________________________________________
 CW0108* NAD 83(1986)-  32 54 51.     (N)    104 07 24.     (W)     SCALED    
 CW0108* NAVD 88     -      1087.928  (meters)    3569.31   (feet)  ADJUSTED  
 CW0108  ___________________________________________________________________
 CW0108  GEOID HEIGHT-         -22.83  (meters)                     GEOID03
 CW0108  DYNAMIC HT  -        1086.440 (meters)    3564.43  (feet)  COMP
 CW0108  MODELED GRAV-     979,232.4   (mgal)                       NAVD 88
 CW0108
 CW0108  VERT ORDER  -  SECOND    CLASS 0
 CW0108
 CW0108.The horizontal coordinates were scaled from a topographic map and have
 CW0108.an estimated accuracy of +/- 6 seconds.
 CW0108
 CW0108.The orthometric height was determined by differential leveling
 CW0108.and adjusted by the National Geodetic Survey in June 1991..
 CW0108
 CW0108.The geoid height was determined by GEOID03.
 CW0108
 CW0108.The dynamic height is computed by dividing the NAVD 88
 CW0108.geopotential number by the normal gravity value computed on the
 CW0108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0108.degrees latitude (g = 980.6199 gals.).
 CW0108
 CW0108.The modeled gravity was interpolated from observed gravity values.
 CW0108
 CW0108;                    North         East    Units  Estimated Accuracy
 CW0108;SPC NM E     -   212,260.      184,640.      MT  (+/- 180 meters Scaled)
 CW0108
 CW0108                          SUPERSEDED SURVEY CONTROL
 CW0108
 CW0108  NGVD 29 (??/??/92) 1087.466  (m)         3567.79   (f) ADJ UNCH    2 0
 CW0108
 CW0108.Superseded values are not recommended for survey control.
 CW0108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0108.See file dsdata.txt to determine how the superseded data were derived.
 CW0108
 CW0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES819421(NAD 83)
 CW0108_MARKER: DB = BENCH MARK DISK
 CW0108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CW0108_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CW0108_STAMPING: L 203 1941
 CW0108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CW0108+STABILITY: SURFACE MOTION
 CW0108
 CW0108  HISTORY     - Date     Condition        Report By
 CW0108  HISTORY     - 1941     MONUMENTED       CGS
 CW0108
 CW0108                          STATION DESCRIPTION
 CW0108
 CW0108'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 CW0108'23.6 MI NE FROM ARTESIA.
 CW0108'TO REACH BENCH MARK FROM THE RAILROAD STATION IN ARTESIA, PROCEED EAST
 CW0108'ON STATE HIGHWAY NO. 83, GO 15.1 MILES TO INTERSECTION OF THE ROAD
 CW0108'NORTH THROUGH TURKEY TRACT.  THENCE, TURN LEFT (NORTH), GO 3.1 MILES
 CW0108'TO A RANCH HOUSE, PASS RANCH HOUSE AND CONTINUE ON NORTHERLY, GO 3.3
 CW0108'MILES TO A GATE, PASS THROUGH GATE AND GO 2.1 MILES TO SITE OF BENCH
 CW0108'MARK.  NOTE-- BENCH MARK IS ABOUT 250 FEET NORTH OF A WINDMILL, KNOWN
 CW0108'AS SALT WELL.  200 FEET NORTH OF AND ABOUT 4 FEET ABOVE THE CENTER
 CW0108'LINE OF THE ROAD.  3 FEET EAST OF A 4 X 4 INCH WOODEN MARKER POST. THE
 CW0108'MONUMENT PROJECTS 0.8 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0797 ***********************************************************************
 DR0797  DESIGNATION -  L 204
 DR0797  PID         -  DR0797
 DR0797  STATE/COUNTY-  NM/CHAVES
 DR0797  USGS QUAD   -  CONNOR WELL (1952)
 DR0797
 DR0797                         *CURRENT SURVEY CONTROL
 DR0797  ___________________________________________________________________
 DR0797* NAD 83(1986)-  33 12 48.     (N)    104 04 18.     (W)     SCALED    
 DR0797* NAVD 88     -      1110.294  (meters)    3642.69   (feet)  ADJUSTED  
 DR0797  ___________________________________________________________________
 DR0797  GEOID HEIGHT-         -22.86  (meters)                     GEOID03
 DR0797  DYNAMIC HT  -        1108.783 (meters)    3637.73  (feet)  COMP
 DR0797  MODELED GRAV-     979,238.6   (mgal)                       NAVD 88
 DR0797
 DR0797  VERT ORDER  -  SECOND    CLASS 0
 DR0797
 DR0797.The horizontal coordinates were scaled from a topographic map and have
 DR0797.an estimated accuracy of +/- 6 seconds.
 DR0797
 DR0797.The orthometric height was determined by differential leveling
 DR0797.and adjusted by the National Geodetic Survey in June 1991..
 DR0797
 DR0797.The geoid height was determined by GEOID03.
 DR0797
 DR0797.The dynamic height is computed by dividing the NAVD 88
 DR0797.geopotential number by the normal gravity value computed on the
 DR0797.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0797.degrees latitude (g = 980.6199 gals.).
 DR0797
 DR0797.The modeled gravity was interpolated from observed gravity values.
 DR0797
 DR0797;                    North         East    Units  Estimated Accuracy
 DR0797;SPC NM E     -   245,440.      189,390.      MT  (+/- 180 meters Scaled)
 DR0797
 DR0797                          SUPERSEDED SURVEY CONTROL
 DR0797
 DR0797  NGVD 29 (??/??/92) 1109.837  (m)         3641.19   (f) ADJ UNCH    2 0
 DR0797
 DR0797.Superseded values are not recommended for survey control.
 DR0797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0797.See file dsdata.txt to determine how the superseded data were derived.
 DR0797
 DR0797_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES865753(NAD 83)
 DR0797_MARKER: DB = BENCH MARK DISK
 DR0797_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR0797_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DR0797_STAMPING: L 204 1941
 DR0797_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR0797+STABILITY: SURFACE MOTION
 DR0797
 DR0797  HISTORY     - Date     Condition        Report By
 DR0797  HISTORY     - 1941     MONUMENTED       CGS
 DR0797
 DR0797                          STATION DESCRIPTION
 DR0797
 DR0797'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 DR0797'19.6 MI E FROM DEXTER.
 DR0797'TO REACH BENCH MARK FROM THE DEXTER RAILROAD STATION, PROCEED EAST ON
 DR0797'MAIN ROAD, GO 2.0 MILES.  THENCE, TURN LEFT (NORTH), GO 0.8 MILES.
 DR0797'THENCE, TURN RIGHT (NORTHEAST), GO 0.3 MILES.  THENCE, TURN RIGHT
 DR0797'(EASTERLY), GO 1.7 MILES.  THENCE, TURN RIGHT (SOUTH), GO 0.6 MILES.
 DR0797'THENCE, TURN LEFT (EASTERLY), GO 2.6 MILES TO FORK IN ROAD.  THENCE
 DR0797'TAKE LEFT FORK, GO 0.2 MILES TO FORK.  THENCE TAKE RIGHT FORK, GO 7.6
 DR0797'MILES TO A GATE NEAR A LARGE STEEL TANK, PASS THROUGH GATE AND
 DR0797'CONTINUE EASTERLY AND GO 3.8 MILES TO SITE OF BENCH MARK.  BENCH MARK
 DR0797'IS 3.7 MILES EAST OF A LARGE STEEL WATER TANK.  0.8 MILES WEST OF A
 DR0797'RANCH HOUSE.  0.2 MILES EAST OF A FENCE THAT CROSSES THE ROAD.  28
 DR0797'FEET SOUTH OF AND ABOUT THE SAME ELEVATION AS THE CENTER LINE OF THE
 DR0797'ROAD.  3 FEET WEST OF A 4 X 4 INCH WOODEN MARKER POST.  THE MONUMENT
 DR0797'PROJECTS 0.8 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0798 ***********************************************************************
 DR0798  DESIGNATION -  L 205
 DR0798  PID         -  DR0798
 DR0798  STATE/COUNTY-  NM/CHAVES
 DR0798  USGS QUAD   -  DERRICK DRAW (1975)
 DR0798
 DR0798                         *CURRENT SURVEY CONTROL
 DR0798  ___________________________________________________________________
 DR0798* NAD 83(1986)-  33 05 49.     (N)    104 13 16.     (W)     SCALED    
 DR0798* NAVD 88     -      1043.291  (meters)    3422.86   (feet)  ADJUSTED  
 DR0798  ___________________________________________________________________
 DR0798  GEOID HEIGHT-         -23.02  (meters)                     GEOID03
 DR0798  DYNAMIC HT  -        1041.867 (meters)    3418.19  (feet)  COMP
 DR0798  MODELED GRAV-     979,237.8   (mgal)                       NAVD 88
 DR0798
 DR0798  VERT ORDER  -  SECOND    CLASS 0
 DR0798
 DR0798.The horizontal coordinates were scaled from a topographic map and have
 DR0798.an estimated accuracy of +/- 6 seconds.
 DR0798
 DR0798.The orthometric height was determined by differential leveling
 DR0798.and adjusted by the National Geodetic Survey in June 1991..
 DR0798
 DR0798.The geoid height was determined by GEOID03.
 DR0798
 DR0798.The dynamic height is computed by dividing the NAVD 88
 DR0798.geopotential number by the normal gravity value computed on the
 DR0798.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0798.degrees latitude (g = 980.6199 gals.).
 DR0798
 DR0798.The modeled gravity was interpolated from observed gravity values.
 DR0798
 DR0798;                    North         East    Units  Estimated Accuracy
 DR0798;SPC NM E     -   232,510.      175,480.      MT  (+/- 180 meters Scaled)
 DR0798
 DR0798                          SUPERSEDED SURVEY CONTROL
 DR0798
 DR0798  NGVD 29 (??/??/92) 1042.839  (m)         3421.38   (f) ADJ UNCH    2 0
 DR0798
 DR0798.Superseded values are not recommended for survey control.
 DR0798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0798.See file dsdata.txt to determine how the superseded data were derived.
 DR0798
 DR0798_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES726623(NAD 83)
 DR0798_MARKER: DB = BENCH MARK DISK
 DR0798_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR0798_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DR0798_STAMPING: L 205 1941
 DR0798_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR0798+STABILITY: SURFACE MOTION
 DR0798
 DR0798  HISTORY     - Date     Condition        Report By
 DR0798  HISTORY     - 1941     MONUMENTED       CGS
 DR0798
 DR0798                          STATION DESCRIPTION
 DR0798
 DR0798'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 DR0798'7.5 MI E FROM HAGERMAN.
 DR0798'TO REACH BENCH MARK FROM THE SCHOOL BUILDINGS IN HAGERMAN, GO 7.5
 DR0798'MILES EAST ALONG STATE HIGHWAY NO. 31 TO SITE OF BENCH MARK.  BENCH
 DR0798'MARK IS ON THE EAST EDGE OF A LONG ARROYO, ABOUT 0.1 MILES WEST OF A
 DR0798'CURVE IN THE HIGHWAY.  42 FEET NORTH OF AND ABOUT THE SAME ELEVATION
 DR0798'AS THE CENTER LINE OF THE HIGHWAY.  3 FEET EAST OF A 4 X 4 INCH WOODEN
 DR0798'MARKER POST, AND AT THE FOOT OF THE GRADE.  THE MONUMENT PROJECTS 0.6
 DR0798'FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0210 ***********************************************************************
 DR0210  DESIGNATION -  L 206
 DR0210  PID         -  DR0210
 DR0210  STATE/COUNTY-  NM/CHAVES
 DR0210  USGS QUAD   -  DERRICK DRAW (1975)
 DR0210
 DR0210                         *CURRENT SURVEY CONTROL
 DR0210  ___________________________________________________________________
 DR0210* NAD 83(1986)-  33 01 03.     (N)    104 08 27.     (W)     SCALED    
 DR0210* NAVD 88     -      1088.535  (meters)    3571.30   (feet)  ADJUSTED  
 DR0210  ___________________________________________________________________
 DR0210  GEOID HEIGHT-         -22.84  (meters)                     GEOID03
 DR0210  DYNAMIC HT  -        1087.045 (meters)    3566.41  (feet)  COMP
 DR0210  MODELED GRAV-     979,231.4   (mgal)                       NAVD 88
 DR0210
 DR0210  VERT ORDER  -  SECOND    CLASS 0
 DR0210
 DR0210.The horizontal coordinates were scaled from a topographic map and have
 DR0210.an estimated accuracy of +/- 6 seconds.
 DR0210
 DR0210.The orthometric height was determined by differential leveling
 DR0210.and adjusted by the National Geodetic Survey in June 1991..
 DR0210
 DR0210.The geoid height was determined by GEOID03.
 DR0210
 DR0210.The dynamic height is computed by dividing the NAVD 88
 DR0210.geopotential number by the normal gravity value computed on the
 DR0210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0210.degrees latitude (g = 980.6199 gals.).
 DR0210
 DR0210.The modeled gravity was interpolated from observed gravity values.
 DR0210
 DR0210;                    North         East    Units  Estimated Accuracy
 DR0210;SPC NM E     -   223,710.      182,990.      MT  (+/- 180 meters Scaled)
 DR0210
 DR0210                          SUPERSEDED SURVEY CONTROL
 DR0210
 DR0210  NGVD 29 (??/??/92) 1088.063  (m)         3569.75   (f) ADJ UNCH    2 0
 DR0210
 DR0210.Superseded values are not recommended for survey control.
 DR0210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0210.See file dsdata.txt to determine how the superseded data were derived.
 DR0210
 DR0210_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES802535(NAD 83)
 DR0210_MARKER: DB = BENCH MARK DISK
 DR0210_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR0210_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DR0210_STAMPING: L 206 1941
 DR0210_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR0210+STABILITY: SURFACE MOTION
 DR0210
 DR0210  HISTORY     - Date     Condition        Report By
 DR0210  HISTORY     - 1941     MONUMENTED       CGS
 DR0210
 DR0210                          STATION DESCRIPTION
 DR0210
 DR0210'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 DR0210'15.3 MI SE FROM HAGERMAN.
 DR0210'TO REACH BENCH MARK FROM THE SCHOOL BUILDINGS IN HAGERMAN, PROCEED
 DR0210'EAST ON STATE HIGHWAY NO. 31, GO 7.8 MILES TO TRACK ROAD.  THENCE,
 DR0210'TURN RIGHT (SOUTHEAST), GO 3.6 MILES TO A WINDMILL AT A FORK IN THE
 DR0210'ROAD.  THENCE, TAKE RIGHT FORK (SOUTHERLY), AND GO 3.9 MILES TO SITE
 DR0210'OF BENCH MARK.  BENCH MARK IS 0.7 MILES SOUTH OF A GATE IN FENCE
 DR0210'ACROSS THE ROAD, 0.8 MILE NORTH OF A WINDMILL IN A MARSH, 21 FEET WEST
 DR0210'OF AND THE SAME ELEVATION AS THE CENTER LINE OF THE ROAD AND 3 FEET
 DR0210'NORTH OF A 4 X 4 INCH WOODEN MARKER POST, THE MONUMENT PROJECTS ABOUT
 DR0210'0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0101 ***********************************************************************
 FO0101  DESIGNATION -  L 207
 FO0101  PID         -  FO0101
 FO0101  STATE/COUNTY-  NM/LOS ALAMOS
 FO0101  USGS QUAD   -  GUAJE MOUNTAIN (1993)
 FO0101
 FO0101                         *CURRENT SURVEY CONTROL
 FO0101  ___________________________________________________________________
 FO0101* NAD 83(1986)-  35 52 57.     (N)    106 18 51.     (W)     SCALED    
 FO0101* NAVD 88     -      2220.092  (meters)    7283.75   (feet)  ADJUSTED  
 FO0101  ___________________________________________________________________
 FO0101  GEOID HEIGHT-         -19.15  (meters)                     GEOID03
 FO0101  DYNAMIC HT  -        2216.923 (meters)    7273.35  (feet)  COMP
 FO0101  MODELED GRAV-     979,125.8   (mgal)                       NAVD 88
 FO0101
 FO0101  VERT ORDER  -  SECOND    CLASS 0
 FO0101
 FO0101.The horizontal coordinates were scaled from a topographic map and have
 FO0101.an estimated accuracy of +/- 6 seconds.
 FO0101
 FO0101.The orthometric height was determined by differential leveling
 FO0101.and adjusted by the National Geodetic Survey in June 1991..
 FO0101
 FO0101.The geoid height was determined by GEOID03.
 FO0101
 FO0101.The dynamic height is computed by dividing the NAVD 88
 FO0101.geopotential number by the normal gravity value computed on the
 FO0101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0101.degrees latitude (g = 980.6199 gals.).
 FO0101
 FO0101.The modeled gravity was interpolated from observed gravity values.
 FO0101
 FO0101;                    North         East    Units  Estimated Accuracy
 FO0101;SPC NM C     -   541,480.      494,210.      MT  (+/- 180 meters Scaled)
 FO0101
 FO0101                          SUPERSEDED SURVEY CONTROL
 FO0101
 FO0101  NGVD 29 (??/??/92) 2218.989  (m)         7280.13   (f) ADJ UNCH    2 0
 FO0101
 FO0101.Superseded values are not recommended for survey control.
 FO0101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0101.See file dsdata.txt to determine how the superseded data were derived.
 FO0101
 FO0101_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV813717(NAD 83)
 FO0101_MARKER: DB = BENCH MARK DISK
 FO0101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FO0101_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FO0101_STAMPING: L 207 1941
 FO0101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO0101+STABILITY: SURFACE MOTION
 FO0101
 FO0101  HISTORY     - Date     Condition        Report By
 FO0101  HISTORY     - 1941     MONUMENTED       CGS
 FO0101
 FO0101                          STATION DESCRIPTION
 FO0101
 FO0101'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 FO0101'0.6 MI W FROM OTOWI.
 FO0101'0.6 MILE WEST ALONG A ROAD LEADING TO SULPHUR SPRINGS FROM THE POST
 FO0101'OFFICE AT OTOWI, SANDOVAL COUNTY, 0.4 MILE WEST OF A CATTLEGUARD, 42
 FO0101'FEET NORTH OF THE CENTERLINE OF THE ROAD, 2.5 FEET SOUTHWEST OF A
 FO0101'16-INCH PINE TREE, 2.3 FEET SOUTHEAST OF A 14-INCH PINE TREE, 2.5 FEET
 FO0101'EAST OF A 4-BY 4-INCH WHITE WOODEN POST STENCILED USBM AND LEVEL WITH
 FO0101'THE ROAD.  A STANDARD DISK, STAMPED L 207 1941 AND SET IN THE TOP OF A
 FO0101'CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0507 ***********************************************************************
 FO0507  DESIGNATION -  L 208
 FO0507  PID         -  FO0507
 FO0507  STATE/COUNTY-  NM/SANDOVAL
 FO0507  USGS QUAD   -  RANCHO DEL CHAPARRAL (1970)
 FO0507
 FO0507                         *CURRENT SURVEY CONTROL
 FO0507  ___________________________________________________________________
 FO0507* NAD 83(1986)-  35 56 52.     (N)    106 47 07.     (W)     SCALED    
 FO0507* NAVD 88     -      2421.355  (meters)    7944.06   (feet)  ADJUSTED  
 FO0507  ___________________________________________________________________
 FO0507  GEOID HEIGHT-         -18.63  (meters)                     GEOID03
 FO0507  DYNAMIC HT  -        2417.895 (meters)    7932.71  (feet)  COMP
 FO0507  MODELED GRAV-     979,116.1   (mgal)                       NAVD 88
 FO0507
 FO0507  VERT ORDER  -  SECOND    CLASS 0
 FO0507
 FO0507.The horizontal coordinates were scaled from a topographic map and have
 FO0507.an estimated accuracy of +/- 6 seconds.
 FO0507
 FO0507.The orthometric height was determined by differential leveling
 FO0507.and adjusted by the National Geodetic Survey in June 1991..
 FO0507
 FO0507.The geoid height was determined by GEOID03.
 FO0507
 FO0507.The dynamic height is computed by dividing the NAVD 88
 FO0507.geopotential number by the normal gravity value computed on the
 FO0507.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0507.degrees latitude (g = 980.6199 gals.).
 FO0507
 FO0507.The modeled gravity was interpolated from observed gravity values.
 FO0507
 FO0507;                    North         East    Units  Estimated Accuracy
 FO0507;SPC NM C     -   548,850.      451,710.      MT  (+/- 180 meters Scaled)
 FO0507
 FO0507                          SUPERSEDED SURVEY CONTROL
 FO0507
 FO0507  NGVD 29 (??/??/92) 2420.255  (m)         7940.45   (f) ADJ UNCH    2 0
 FO0507
 FO0507.Superseded values are not recommended for survey control.
 FO0507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0507.See file dsdata.txt to determine how the superseded data were derived.
 FO0507
 FO0507_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV389796(NAD 83)
 FO0507_MARKER: DB = BENCH MARK DISK
 FO0507_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FO0507_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FO0507_STAMPING: L 208 1941
 FO0507_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO0507+STABILITY: SURFACE MOTION
 FO0507
 FO0507  HISTORY     - Date     Condition        Report By
 FO0507  HISTORY     - 1941     MONUMENTED       CGS
 FO0507  HISTORY     - 1970     MARK NOT FOUND   USGS
 FO0507
 FO0507                          STATION DESCRIPTION
 FO0507
 FO0507'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 FO0507'28.22 MI NW FROM JEMEZ SPRINGS.
 FO0507'TO REACH FROM THE JEMEZ SPRINGS RANGER STATION-- GO 8.0 MILES NORTH
 FO0507'ALONG NEW MEXICO STATE HWY. NO. 4 TO JUNCTION OF HWY. NO. 4 AND HWY.
 FO0507'NO. 126.  THENCE, TURN LEFT (WEST).  GO 8.05 MILES NORTHWESTERLY ALONG
 FO0507'HWY. NO. 126 TO INTERSECTION OF HWY. NO. 126 AND CAMP PORTER ROAD.
 FO0507'THENCE, TURN RIGHT.  GO 12.17 MILES NORTHWESTERLY TO SITE OF BENCH
 FO0507'MARK.  BENCH MARK IS 0.6 MILE NORTH OF INTERSECTION OF HWY. NO. 126
 FO0507'AND SENORITO ROAD.  216.0 FEET NORTH OF AN 18.0 INCH GALVANIZED IRON
 FO0507'PIPE CULVERT. ON THE SUMMIT OF A SMALL HILL 25.0 FEET WEST OF AND
 FO0507'APPROXIMATELY 3.0 FEET BELOW THE CENTERLINE OF THE ROAD.  A STD. DISK
 FO0507'SET IN A CONCRETE POST PROJECTING 5.0 INCHES ABOVE THE GROUND. 3.0
 FO0507'FEET NORTH OF A WHITE, WOODEN MARKER POST.  NOTE-- WITNESS POST WAS
 FO0507'KNOCKED OUT.
 FO0507
 FO0507                          STATION RECOVERY (1970)
 FO0507
 FO0507'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 FO0507'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0041 ***********************************************************************
 FP0041  DESIGNATION -  L 209
 FP0041  PID         -  FP0041
 FP0041  STATE/COUNTY-  NM/MCKINLEY
 FP0041  USGS QUAD   -  THOREAU NE (1980)
 FP0041
 FP0041                         *CURRENT SURVEY CONTROL
 FP0041  ___________________________________________________________________
 FP0041* NAD 83(1986)-  35 23 00.     (N)    108 06 36.     (W)     SCALED    
 FP0041* NAVD 88     -      2101.233  (meters)    6893.80   (feet)  ADJUSTED  
 FP0041  ___________________________________________________________________
 FP0041  GEOID HEIGHT-         -20.22  (meters)                     GEOID03
 FP0041  DYNAMIC HT  -        2098.235 (meters)    6883.96  (feet)  COMP
 FP0041  MODELED GRAV-     979,131.7   (mgal)                       NAVD 88
 FP0041
 FP0041  VERT ORDER  -  FIRST     CLASS II
 FP0041
 FP0041.The horizontal coordinates were scaled from a topographic map and have
 FP0041.an estimated accuracy of +/- 6 seconds.
 FP0041
 FP0041.The orthometric height was determined by differential leveling
 FP0041.and adjusted by the National Geodetic Survey in June 1991..
 FP0041.WARNING-Repeat measurements at this control monument indicate possible
 FP0041.vertical movement.
 FP0041
 FP0041.The geoid height was determined by GEOID03.
 FP0041
 FP0041.The dynamic height is computed by dividing the NAVD 88
 FP0041.geopotential number by the normal gravity value computed on the
 FP0041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0041.degrees latitude (g = 980.6199 gals.).
 FP0041
 FP0041.The modeled gravity was interpolated from observed gravity values.
 FP0041
 FP0041;                    North         East    Units  Estimated Accuracy
 FP0041;SPC NM W     -   486,140.      804,860.      MT  (+/- 180 meters Scaled)
 FP0041
 FP0041                          SUPERSEDED SURVEY CONTROL
 FP0041
 FP0041  NGVD 29 (??/??/92) 2100.158  (m)         6890.27   (f) ADJ UNCH    1 2
 FP0041
 FP0041.Superseded values are not recommended for survey control.
 FP0041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0041.See file dsdata.txt to determine how the superseded data were derived.
 FP0041
 FP0041_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYE625193(NAD 83)
 FP0041_MARKER: DB = BENCH MARK DISK
 FP0041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FP0041_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FP0041_STAMPING: L 209 1941
 FP0041_MARK LOGO: CGS   
 FP0041_PROJECTION: PROJECTING 10 CENTIMETERS
 FP0041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FP0041+STABILITY: SURFACE MOTION
 FP0041
 FP0041  HISTORY     - Date     Condition        Report By
 FP0041  HISTORY     - 1941     MONUMENTED       CGS
 FP0041  HISTORY     - 1982     GOOD             NGS
 FP0041
 FP0041                          STATION DESCRIPTION
 FP0041
 FP0041'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 FP0041'6.6 MI E FROM THOREAU.
 FP0041'TO REACH FROM THE ATCHISON, TOPEKA AND SANTA FE RAILROAD STATION AT
 FP0041'THOREAU-- GO 6.6 MILES EASTERLY ALONG THE ATCHISON, TOPEKA AND SANTA
 FP0041'FE RIGHT-OF-WAY TO THE SITE OF BENCH MARK.  BENCH MARK IS OPPOSITE
 FP0041'THIRD POLE EAST OF MILE POLE NO. 119, ABOUT 200.0 FEET SOUTHEAST OF
 FP0041'BRIDGE NO. C119, 96.6 FEET SOUTH OF AND ABOUT THE SAME ELEVATION AS
 FP0041'THE CENTERLINE OF THE MAIN NORTH TRACKS.  IT IS 3.0 FEET WEST OF A
 FP0041'4X4-INCH WOODEN MARKER POST AND 1.8 FEET NORTH OF RIGHT-OF-WAY FENCE.
 FP0041'THE MONUMENT PROJECTS 0.6 FOOT.
 FP0041
 FP0041                          STATION RECOVERY (1982)
 FP0041
 FP0041'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FP0041'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  37.8 KM (23.5
 FP0041'MI) NORTHWESTERLY ALONG THE SANTA FE RAILROAD FROM THE RAILROAD
 FP0041'STATION IN GRANTS, 0.2 KM (0.1 MI) SOUTHEAST OF MILEPOST 119, 61.0
 FP0041'METERS (200.1 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF A WOODEN
 FP0041'TRESTLE, 28.9 METERS (94.8 FT) SOUTHWEST OF THE NEAR RAIL AND 0.5
 FP0041'METER (1.6 FT) NORTHEAST OF A FENCE.
 FP0041'THE MARK IS 0.6 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0710 ***********************************************************************
 FO0710  DESIGNATION -  L 210
 FO0710  PID         -  FO0710
 FO0710  STATE/COUNTY-  NM/CIBOLA
 FO0710  USGS QUAD   -  GRANTS (1995)
 FO0710
 FO0710                         *CURRENT SURVEY CONTROL
 FO0710  ___________________________________________________________________
 FO0710* NAD 83(1986)-  35 08 34.     (N)    107 50 12.     (W)     SCALED    
 FO0710* NAVD 88     -      1958.532  (meters)    6425.62   (feet)  ADJUSTED  
 FO0710  ___________________________________________________________________
 FO0710  GEOID HEIGHT-         -20.48  (meters)                     GEOID03
 FO0710  DYNAMIC HT  -        1955.736 (meters)    6416.44  (feet)  COMP
 FO0710  MODELED GRAV-     979,136.9   (mgal)                       NAVD 88
 FO0710
 FO0710  VERT ORDER  -  FIRST     CLASS II
 FO0710
 FO0710.The horizontal coordinates were scaled from a topographic map and have
 FO0710.an estimated accuracy of +/- 6 seconds.
 FO0710
 FO0710.The orthometric height was determined by differential leveling
 FO0710.and adjusted by the National Geodetic Survey in June 1991..
 FO0710
 FO0710.The geoid height was determined by GEOID03.
 FO0710
 FO0710.The dynamic height is computed by dividing the NAVD 88
 FO0710.geopotential number by the normal gravity value computed on the
 FO0710.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0710.degrees latitude (g = 980.6199 gals.).
 FO0710
 FO0710.The modeled gravity was interpolated from observed gravity values.
 FO0710
 FO0710;                    North         East    Units  Estimated Accuracy
 FO0710;SPC NM W     -   459,420.      829,700.      MT  (+/- 180 meters Scaled)
 FO0710
 FO0710                          SUPERSEDED SURVEY CONTROL
 FO0710
 FO0710  NGVD 29 (??/??/92) 1957.485  (m)         6422.18   (f) ADJ UNCH    1 2
 FO0710
 FO0710.Superseded values are not recommended for survey control.
 FO0710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0710.See file dsdata.txt to determine how the superseded data were derived.
 FO0710
 FO0710_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBU415925(NAD 83)
 FO0710_MARKER: DB = BENCH MARK DISK
 FO0710_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FO0710_SP_SET: CULVERT
 FO0710_STAMPING: L 210 1941
 FO0710_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FO0710
 FO0710  HISTORY     - Date     Condition        Report By
 FO0710  HISTORY     - 1941     MONUMENTED       CGS
 FO0710  HISTORY     - 1982     MARK NOT FOUND   NGS
 FO0710
 FO0710                          STATION DESCRIPTION
 FO0710
 FO0710'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 FO0710'0.8 MI SE FROM GRANTS.
 FO0710'TO REACH FROM THE ATCHISON, TOPEKA AND SANTA FE RAILROAD STATION AT
 FO0710'GRANTS-- GO 0.8 MILE SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 FO0710'RAILROAD RIGHT-OF-WAY TO THE SITE OF BENCH MARK.  BENCH MARK IS 4
 FO0710'POLES NORTHWEST OF MILE POLE NO. 94 1/2, SET HORIZONTALLY IN THE
 FO0710'NORTHEAST HEADWALL OF CONCRETE CULVERT NO. A 95, 12.6 FEET NORTHEAST
 FO0710'OF AND ABOUT 7.0 FEET BELOW THE CENTERLINE OF THE MAIN NORTH TRACKS.
 FO0710'IT IS 2.3 FEET WEST OF A TELEPHONE POLE.
 FO0710
 FO0710                          STATION RECOVERY (1982)
 FO0710
 FO0710'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FO0710'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0626 ***********************************************************************
 FO0626  DESIGNATION -  L 211
 FO0626  PID         -  FO0626
 FO0626  STATE/COUNTY-  NM/CIBOLA
 FO0626  USGS QUAD   -  LAGUNA (1971)
 FO0626
 FO0626                         *CURRENT SURVEY CONTROL
 FO0626  ___________________________________________________________________
 FO0626* NAD 83(1986)-  35 02 46.     (N)    107 29 38.     (W)     SCALED    
 FO0626* NAVD 88     -      1808.743  (meters)    5934.18   (feet)  ADJUSTED  
 FO0626  ___________________________________________________________________
 FO0626  GEOID HEIGHT-         -20.81  (meters)                     GEOID03
 FO0626  DYNAMIC HT  -        1806.200 (meters)    5925.84  (feet)  COMP
 FO0626  MODELED GRAV-     979,164.3   (mgal)                       NAVD 88
 FO0626
 FO0626  VERT ORDER  -  FIRST     CLASS II
 FO0626
 FO0626.The horizontal coordinates were scaled from a topographic map and have
 FO0626.an estimated accuracy of +/- 6 seconds.
 FO0626
 FO0626.The orthometric height was determined by differential leveling
 FO0626.and adjusted by the National Geodetic Survey in June 1991..
 FO0626
 FO0626.The geoid height was determined by GEOID03.
 FO0626
 FO0626.The dynamic height is computed by dividing the NAVD 88
 FO0626.geopotential number by the normal gravity value computed on the
 FO0626.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0626.degrees latitude (g = 980.6199 gals.).
 FO0626
 FO0626.The modeled gravity was interpolated from observed gravity values.
 FO0626
 FO0626;                    North         East    Units  Estimated Accuracy
 FO0626;SPC NM W     -   448,750.      860,970.      MT  (+/- 180 meters Scaled)
 FO0626
 FO0626                          SUPERSEDED SURVEY CONTROL
 FO0626
 FO0626  NGVD 29 (??/??/92) 1807.719  (m)         5930.82   (f) ADJ UNCH    1 2
 FO0626
 FO0626.Superseded values are not recommended for survey control.
 FO0626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0626.See file dsdata.txt to determine how the superseded data were derived.
 FO0626
 FO0626_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBU725810(NAD 83)
 FO0626_MARKER: DB = BENCH MARK DISK
 FO0626_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FO0626_SP_SET: ABUTMENT
 FO0626_STAMPING: L 211 1941
 FO0626_MARK LOGO: CGS   
 FO0626_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FO0626
 FO0626  HISTORY     - Date     Condition        Report By
 FO0626  HISTORY     - 1941     MONUMENTED       CGS
 FO0626  HISTORY     - 1982     GOOD             NGS
 FO0626
 FO0626                          STATION DESCRIPTION
 FO0626
 FO0626'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 FO0626'4.2 MI W FROM NEW LAGUNA.
 FO0626'4.2 MILES WEST TO REACH FROM THE ATCHISON, TOPEKA AND SANTA FE
 FO0626'RAILROAD STATION AT NEW LAGUNA-- GO 4.2 MILES WESTERLY ALONG THE
 FO0626'ATCHISON, TOPEKA AND SANTA FE RIGHT-OF-WAY TO THE SITE OF BENCH MARK.
 FO0626'BENCH MARK IS ABOUT 1.3 MILE WEST OF STATION SIGN CUBERO, 6 POLES WEST
 FO0626'OF MILE POLE NO. 72 1/2 AND SET HORIZONTALLY IN THE NORTH END OF THE
 FO0626'WEST ABUTMENT OF STEEL GIRDER BRIDGE NO. C 73.  IT IS 12.4 FEET NORTH
 FO0626'OF AND ABOUT 1.0 FOOT BELOW THE CENTERLINE OF THE MAIN NORTH TRACKS,
 FO0626'5.3 FEET EAST OF A RAIL IN THE GROUND AND 2.7 FEET NORTHWEST OF THE
 FO0626'WEST END OF STEEL GIRDER.
 FO0626
 FO0626                          STATION RECOVERY (1982)
 FO0626
 FO0626'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FO0626'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  8.0 KM (4.95
 FO0626'MI) SOUTHEASTERLY ALONG THE SANTA FE RAILROAD FROM THE RAILROAD
 FO0626'STATION IN GRANTS, THENCE 11.6 KM (7.2 MI) SOUTHEASTERLY ALONG A PAVED
 FO0626'ROAD, THENCE 18.1 KM (11.25 MI) EASTERLY ALONG THE SANTA FE RAILROAD,
 FO0626'0.6 KM (0.35 MI) SOUTHEAST OF MILEPOST 71, IN THE NORTHEAST END OF THE
 FO0626'NORTHWEST CONCRETE ABUTMENT OF BRIDGE NUMBER 72.6, 2.9 METERS (9.5 FT)
 FO0626'NORTHWEST OF THE NEAR RAIL AND 0.1 METER (0.3 FT) SOUTHWEST OF THE
 FO0626'NORTHEAST END OF THE ABUTMENT.
 FO0626'THE MARK IS 0.3 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0947 ***********************************************************************
 DS0947  DESIGNATION -  L 212
 DS0947  PID         -  DS0947
 DS0947  STATE/COUNTY-  NM/CATRON
 DS0947  USGS QUAD   -  LUERA MOUNTAINS EAST (1981)
 DS0947
 DS0947                         *CURRENT SURVEY CONTROL
 DS0947  ___________________________________________________________________
 DS0947* NAD 83(1986)-  33 45 42.     (N)    107 46 10.     (W)     SCALED    
 DS0947* NAVD 88     -      2235.277  (meters)    7333.57   (feet)  ADJUSTED  
 DS0947  ___________________________________________________________________
 DS0947  GEOID HEIGHT-         -21.88  (meters)                     GEOID03
 DS0947  DYNAMIC HT  -        2231.707 (meters)    7321.86  (feet)  COMP
 DS0947  MODELED GRAV-     978,958.8   (mgal)                       NAVD 88
 DS0947
 DS0947  VERT ORDER  -  SECOND    CLASS 0
 DS0947
 DS0947.The horizontal coordinates were scaled from a topographic map and have
 DS0947.an estimated accuracy of +/- 6 seconds.
 DS0947
 DS0947.The orthometric height was determined by differential leveling
 DS0947.and adjusted by the National Geodetic Survey in June 1991..
 DS0947
 DS0947.The geoid height was determined by GEOID03.
 DS0947
 DS0947.The dynamic height is computed by dividing the NAVD 88
 DS0947.geopotential number by the normal gravity value computed on the
 DS0947.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0947.degrees latitude (g = 980.6199 gals.).
 DS0947
 DS0947.The modeled gravity was interpolated from observed gravity values.
 DS0947
 DS0947;                    North         East    Units  Estimated Accuracy
 DS0947;SPC NM W     -   306,230.      835,920.      MT  (+/- 180 meters Scaled)
 DS0947
 DS0947                          SUPERSEDED SURVEY CONTROL
 DS0947
 DS0947  NGVD 29 (??/??/92) 2234.306  (m)         7330.39   (f) ADJ UNCH    2 0
 DS0947
 DS0947.Superseded values are not recommended for survey control.
 DS0947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0947.See file dsdata.txt to determine how the superseded data were derived.
 DS0947
 DS0947_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBT434391(NAD 83)
 DS0947_MARKER: DB = BENCH MARK DISK
 DS0947_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0947_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0947_STAMPING: L 212 1941
 DS0947_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0947+STABILITY: SURFACE MOTION
 DS0947
 DS0947  HISTORY     - Date     Condition        Report By
 DS0947  HISTORY     - 1941     MONUMENTED       CGS
 DS0947  HISTORY     - 1975     MARK NOT FOUND   USGS
 DS0947
 DS0947                          STATION DESCRIPTION
 DS0947
 DS0947'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 DS0947'40.6 MI S FROM DATIL.
 DS0947'TO REACH BENCH MARK FROM THE POST OFFICE AT DATIL, GO 15.1 MILES EAST
 DS0947'ON U.S. HIGHWAY NO. 60 TO INTERSECTION OF STATE HIGHWAY NO 52. THENCE
 DS0947'TURN RIGHT (SOUTH) ONTO HIGHWAY NO. 52.  GO  19.0 MILES TO
 DS0947'INTERSECTION OF STATE HIGHWAY NO.145.  THENCE, TURN RIGHT (SOUTHWEST)
 DS0947'ONTO STATE HIGHWAY NO. 145 AND GO 6.5 MILES TO SITE OF BENCH MARK.
 DS0947'BENCH MARK IS ON THE WEST SLOPE OF A LOW RIDGE WITH WHITE ROCK
 DS0947'OUTCROP.  22.0 FEET WEST OF AND ABOUT 1.0 FOOT BELOW THE CENTERLINE OF
 DS0947'THE HIGHWAY.  3.0 FEET NORTH OF A 4 X 4 INCH WOODEN MARKER POST. THE
 DS0947'MONUMENT PROJECTS 0.6 FOOT.
 DS0947
 DS0947                          STATION RECOVERY (1975)
 DS0947
 DS0947'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 DS0947'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0059 ***********************************************************************
 DT0059  DESIGNATION -  L 213
 DT0059  PID         -  DT0059
 DT0059  STATE/COUNTY-  NM/CATRON
 DT0059  USGS QUAD   -  SPRING CANYON (1967)
 DT0059
 DT0059                         *CURRENT SURVEY CONTROL
 DT0059  ___________________________________________________________________
 DT0059* NAD 83(1986)-  33 27 35.     (N)    108 06 57.     (W)     SCALED    
 DT0059* NAVD 88     -      2087.707  (meters)    6849.42   (feet)  ADJUSTED  
 DT0059  ___________________________________________________________________
 DT0059  GEOID HEIGHT-         -22.40  (meters)                     GEOID03
 DT0059  DYNAMIC HT  -        2084.370 (meters)    6838.47  (feet)  COMP
 DT0059  MODELED GRAV-     978,964.1   (mgal)                       NAVD 88
 DT0059
 DT0059  VERT ORDER  -  SECOND    CLASS 0
 DT0059
 DT0059.The horizontal coordinates were scaled from a topographic map and have
 DT0059.an estimated accuracy of +/- 6 seconds.
 DT0059
 DT0059.The orthometric height was determined by differential leveling
 DT0059.and adjusted by the National Geodetic Survey in June 1991..
 DT0059
 DT0059.The geoid height was determined by GEOID03.
 DT0059
 DT0059.The dynamic height is computed by dividing the NAVD 88
 DT0059.geopotential number by the normal gravity value computed on the
 DT0059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0059.degrees latitude (g = 980.6199 gals.).
 DT0059
 DT0059.The modeled gravity was interpolated from observed gravity values.
 DT0059
 DT0059;                    North         East    Units  Estimated Accuracy
 DT0059;SPC NM W     -   272,770.      803,740.      MT  (+/- 180 meters Scaled)
 DT0059
 DT0059                          SUPERSEDED SURVEY CONTROL
 DT0059
 DT0059  NGVD 29 (??/??/92) 2086.784  (m)         6846.39   (f) ADJ UNCH    2 0
 DT0059
 DT0059.Superseded values are not recommended for survey control.
 DT0059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0059.See file dsdata.txt to determine how the superseded data were derived.
 DT0059
 DT0059_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYC680059(NAD 83)
 DT0059_MARKER: DB = BENCH MARK DISK
 DT0059_SETTING: 80 = SET IN A BOULDER
 DT0059_SP_SET: BOULDER
 DT0059_STAMPING: L 213 1941
 DT0059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DT0059+STABILITY: SURFACE MOTION
 DT0059
 DT0059  HISTORY     - Date     Condition        Report By
 DT0059  HISTORY     - 1941     MONUMENTED       CGS
 DT0059
 DT0059                          STATION DESCRIPTION
 DT0059
 DT0059'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 DT0059'1.0 MI NW FROM BEAVERHEAD.
 DT0059'TO REACH BENCH MARK FROM THE RANGER STATION AT BEAVERHEAD, PROCEED 1.0
 DT0059'MILE NORTHWEST ON STATE HIGHWAY NO. 184 TO SITE OF BENCH MARK. BENCH
 DT0059'MARK IS ON THE NORTHWEST END OF A LARGE BOULDER AT THE BASE OF A
 DT0059'CLIFF.  35.0 FEET NORTHEAST OF AND ABOUT 3.0 FEET ABOVE THE CENTERLINE
 DT0059'OF THE HIGHWAY.  35.0 FEET NORTHWEST OF A LARGE POINTED BOULDER ABOUT
 DT0059'8.0 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0615 ***********************************************************************
 GL0615  DESIGNATION -  L 214
 GL0615  PID         -  GL0615
 GL0615  STATE/COUNTY-  NM/UNION
 GL0615  USGS QUAD   -  CLAYTON (1970)
 GL0615
 GL0615                         *CURRENT SURVEY CONTROL
 GL0615  ___________________________________________________________________
 GL0615* NAD 83(1986)-  36 28 25.     (N)    103 14 18.     (W)     SCALED    
 GL0615* NAVD 88     -      1571.800  (meters)    5156.81   (feet)  ADJUSTED  
 GL0615  ___________________________________________________________________
 GL0615  GEOID HEIGHT-         -21.80  (meters)                     GEOID03
 GL0615  DYNAMIC HT  -        1569.933 (meters)    5150.69  (feet)  COMP
 GL0615  MODELED GRAV-     979,388.2   (mgal)                       NAVD 88
 GL0615
 GL0615  VERT ORDER  -  FIRST     CLASS II
 GL0615
 GL0615.The horizontal coordinates were scaled from a topographic map and have
 GL0615.an estimated accuracy of +/- 6 seconds.
 GL0615
 GL0615.The orthometric height was determined by differential leveling
 GL0615.and adjusted by the National Geodetic Survey in June 1991..
 GL0615
 GL0615.The geoid height was determined by GEOID03.
 GL0615
 GL0615.The dynamic height is computed by dividing the NAVD 88
 GL0615.geopotential number by the normal gravity value computed on the
 GL0615.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0615.degrees latitude (g = 980.6199 gals.).
 GL0615
 GL0615.The modeled gravity was interpolated from observed gravity values.
 GL0615
 GL0615;                    North         East    Units  Estimated Accuracy
 GL0615;SPC NM E     -   607,620.      263,130.      MT  (+/- 180 meters Scaled)
 GL0615
 GL0615                          SUPERSEDED SURVEY CONTROL
 GL0615
 GL0615  NGVD 29 (??/??/92) 1571.052  (m)         5154.36   (f) ADJ UNCH    1 2
 GL0615
 GL0615.Superseded values are not recommended for survey control.
 GL0615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0615.See file dsdata.txt to determine how the superseded data were derived.
 GL0615
 GL0615_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA578379(NAD 83)
 GL0615_MARKER: DB = BENCH MARK DISK
 GL0615_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0615_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0615_STAMPING: L 214 1941
 GL0615_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0615+STABILITY: SURFACE MOTION
 GL0615_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GL0615+SATELLITE: SATELLITE OBSERVATIONS - August 09, 2005
 GL0615
 GL0615  HISTORY     - Date     Condition        Report By
 GL0615  HISTORY     - 1941     MONUMENTED       CGS
 GL0615  HISTORY     - 1955     GOOD             NGS
 GL0615  HISTORY     - 20040806 GOOD             USPSQD
 GL0615  HISTORY     - 20050809 GOOD             USPSQD
 GL0615
 GL0615                          STATION DESCRIPTION
 GL0615
 GL0615'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GL0615'3.6 MI W FROM CLAYTON.
 GL0615'3.6 MILES WEST ALONG THE COLORADO AND SOUTHERN RAILROAD FROM THE
 GL0615'STATION AT CLAYTON, 2 POLES EAST OF MILEPOST 334, 95.5 FEET SOUTH OF
 GL0615'THE SOUTH RAIL, 64 FEET NORTH OF A FENCE, 54 FEET SOUTH OF A TELEPHONE
 GL0615'POLE, 1 FOOT SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 GL0615'POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
 GL0615
 GL0615                          STATION RECOVERY (2004)
 GL0615
 GL0615'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 GL0615'L 214 PAINTED ON HIGHWAY. STAKE AT THE MARK.
 GL0615
 GL0615                          STATION RECOVERY (2005)
 GL0615
 GL0615'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 GL0615'FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0617 ***********************************************************************
 DQ0617  DESIGNATION -  L 215
 DQ0617  PID         -  DQ0617
 DQ0617  STATE/COUNTY-  NM/ROOSEVELT
 DQ0617  USGS QUAD   -  BUTTON MESA NE (1984)
 DQ0617
 DQ0617                         *CURRENT SURVEY CONTROL
 DQ0617  ___________________________________________________________________
 DQ0617* NAD 83(1986)-  33 44 38.     (N)    103 31 36.     (W)     SCALED    
 DQ0617* NAVD 88     -      1329.640  (meters)    4362.33   (feet)  ADJUSTED  
 DQ0617  ___________________________________________________________________
 DQ0617  GEOID HEIGHT-         -22.62  (meters)                     GEOID03
 DQ0617  DYNAMIC HT  -        1327.828 (meters)    4356.38  (feet)  COMP
 DQ0617  MODELED GRAV-     979,227.2   (mgal)                       NAVD 88
 DQ0617
 DQ0617  VERT ORDER  -  SECOND    CLASS 0
 DQ0617
 DQ0617.The horizontal coordinates were scaled from a topographic map and have
 DQ0617.an estimated accuracy of +/- 6 seconds.
 DQ0617
 DQ0617.The orthometric height was determined by differential leveling
 DQ0617.and adjusted by the National Geodetic Survey in June 1991..
 DQ0617
 DQ0617.The geoid height was determined by GEOID03.
 DQ0617
 DQ0617.The dynamic height is computed by dividing the NAVD 88
 DQ0617.geopotential number by the normal gravity value computed on the
 DQ0617.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0617.degrees latitude (g = 980.6199 gals.).
 DQ0617
 DQ0617.The modeled gravity was interpolated from observed gravity values.
 DQ0617
 DQ0617;                    North         East    Units  Estimated Accuracy
 DQ0617;SPC NM E     -   304,540.      239,740.      MT  (+/- 180 meters Scaled)
 DQ0617
 DQ0617                          SUPERSEDED SURVEY CONTROL
 DQ0617
 DQ0617  NGVD 29 (??/??/92) 1329.065  (m)         4360.44   (f) ADJ UNCH    2 0
 DQ0617
 DQ0617.Superseded values are not recommended for survey control.
 DQ0617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0617.See file dsdata.txt to determine how the superseded data were derived.
 DQ0617
 DQ0617_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFT364347(NAD 83)
 DQ0617_MARKER: DB = BENCH MARK DISK
 DQ0617_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0617_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DQ0617_STAMPING: L 215 1943
 DQ0617_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0617+STABILITY: SURFACE MOTION
 DQ0617
 DQ0617  HISTORY     - Date     Condition        Report By
 DQ0617  HISTORY     - 1943     MONUMENTED       CGS
 DQ0617
 DQ0617                          STATION DESCRIPTION
 DQ0617
 DQ0617'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 DQ0617'18.1 MI NW FROM MILNESAND.
 DQ0617'THIS MARK IS ABOUT 18.1 MILES NORTHWEST FROM THE POST OFFICE AT
 DQ0617'MILNESAND, ROOSEVELT COUNTY, SET AT THE CROSSING OF A CATTLE GUARD,
 DQ0617'AND AT A ROAD RUNNING NORTH, 8.0 FEET SOUTH OF A FENCE RUNNING
 DQ0617'PARALLEL WITH THE ROAD, 11.0 FEET WEST OF A FENCE RUNNING NORTH-SOUTH,
 DQ0617'35.5 FEET NORTH OF THE CENTER LINE OF THE ROAD, PROJECTING ABOUT
 DQ0617'7-INCHES ABOVE THE GROUND, 2.0 FEET SOUTHEAST OF A WHITE REFERENCE
 DQ0617'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0675 ***********************************************************************
 FO0675  DESIGNATION -  L 217
 FO0675  PID         -  FO0675
 FO0675  STATE/COUNTY-  NM/CIBOLA
 FO0675  USGS QUAD   -  LAGUNA (1971)
 FO0675
 FO0675                         *CURRENT SURVEY CONTROL
 FO0675  ___________________________________________________________________
 FO0675* NAD 83(1986)-  35 03 30.     (N)    107 26 21.     (W)     SCALED    
 FO0675* NAVD 88     -      1831.567  (meters)    6009.07   (feet)  ADJUSTED  
 FO0675  ___________________________________________________________________
 FO0675  GEOID HEIGHT-         -20.82  (meters)                     GEOID03
 FO0675  DYNAMIC HT  -        1828.991 (meters)    6000.61  (feet)  COMP
 FO0675  MODELED GRAV-     979,163.1   (mgal)                       NAVD 88
 FO0675
 FO0675  VERT ORDER  -  SECOND    CLASS 0
 FO0675
 FO0675.The horizontal coordinates were scaled from a topographic map and have
 FO0675.an estimated accuracy of +/- 6 seconds.
 FO0675
 FO0675.The orthometric height was determined by differential leveling
 FO0675.and adjusted by the National Geodetic Survey in June 1991..
 FO0675
 FO0675.The geoid height was determined by GEOID03.
 FO0675
 FO0675.The dynamic height is computed by dividing the NAVD 88
 FO0675.geopotential number by the normal gravity value computed on the
 FO0675.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0675.degrees latitude (g = 980.6199 gals.).
 FO0675
 FO0675.The modeled gravity was interpolated from observed gravity values.
 FO0675
 FO0675;                    North         East    Units  Estimated Accuracy
 FO0675;SPC NM W     -   450,120.      865,950.      MT  (+/- 180 meters Scaled)
 FO0675
 FO0675                          SUPERSEDED SURVEY CONTROL
 FO0675
 FO0675  NGVD 29 (??/??/92) 1830.537  (m)         6005.69   (f) ADJ UNCH    2 0
 FO0675
 FO0675.Superseded values are not recommended for survey control.
 FO0675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0675.See file dsdata.txt to determine how the superseded data were derived.
 FO0675
 FO0675_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBU775822(NAD 83)
 FO0675_MARKER: DB = BENCH MARK DISK
 FO0675_SETTING: 80 = SET IN A BOULDER
 FO0675_STAMPING: L 217 1941
 FO0675_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO0675+STABILITY: SURFACE MOTION
 FO0675
 FO0675  HISTORY     - Date     Condition        Report By
 FO0675  HISTORY     - 1941     MONUMENTED       CGS
 FO0675  HISTORY     - 1982     MARK NOT FOUND   NGS
 FO0675
 FO0675                          STATION DESCRIPTION
 FO0675
 FO0675'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 FO0675'2.2 MI NW FROM NEW LAGUNA.
 FO0675'TO REACH FROM THE ATCHISON, TOPEKA AND SANTA FE RAILROAD STATION AT
 FO0675'NEW LAGUNA-- GO 0.9 MILE NORTHWEST ALONG COUNTY ROAD TO THE
 FO0675'INTERSECTION OF U.S. HIGHWAY NO. 66.  THENCE, GO 0.7 MILE WESTERLY
 FO0675'ALONG U.S. HIGHWAY NO. 66 TO THE INTERSECTION OF ROAD TO ENCINAL.
 FO0675'THENCE, GO 0.7 MILE NORTHERLY ALONG THE ROAD TO ENCINAL TO SITE OF
 FO0675'BENCH MARK.  BENCH MARK IS ABOUT 145.0 FEET NORTH OF THE SUMMIT OF
 FO0675'HILL, 46.0 FEET WEST OF AND ABOUT 1.5 FEET ABOVE THE CENTERLINE OF THE
 FO0675'ROAD.  IT IS SET HORIZONTALLY IN WHITE LIMESTONE BOULDER PROJECTING
 FO0675'1.9 FEET AMONG BLACK LAVA BOULDERS AND 38.0 FEET SOUTH OF SMALL WASH.
 FO0675
 FO0675                          STATION RECOVERY (1982)
 FO0675
 FO0675'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FO0675'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0759 ***********************************************************************
 FO0759  DESIGNATION -  L 218
 FO0759  PID         -  FO0759
 FO0759  STATE/COUNTY-  NM/MCKINLEY
 FO0759  USGS QUAD   -  DOS LOMAS (1995)
 FO0759
 FO0759                         *CURRENT SURVEY CONTROL
 FO0759  ___________________________________________________________________
 FO0759* NAD 83(1986)-  35 18 20.     (N)    107 50 08.     (W)     SCALED    
 FO0759* NAVD 88     -      2038.390  (meters)    6687.62   (feet)  ADJUSTED  
 FO0759  ___________________________________________________________________
 FO0759  GEOID HEIGHT-         -20.33  (meters)                     GEOID03
 FO0759  DYNAMIC HT  -        2035.484 (meters)    6678.08  (feet)  COMP
 FO0759  MODELED GRAV-     979,135.7   (mgal)                       NAVD 88
 FO0759
 FO0759  VERT ORDER  -  SECOND    CLASS 0
 FO0759
 FO0759.The horizontal coordinates were scaled from a topographic map and have
 FO0759.an estimated accuracy of +/- 6 seconds.
 FO0759
 FO0759.The orthometric height was determined by differential leveling
 FO0759.and adjusted by the National Geodetic Survey in June 1991..
 FO0759
 FO0759.The geoid height was determined by GEOID03.
 FO0759
 FO0759.The dynamic height is computed by dividing the NAVD 88
 FO0759.geopotential number by the normal gravity value computed on the
 FO0759.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0759.degrees latitude (g = 980.6199 gals.).
 FO0759
 FO0759.The modeled gravity was interpolated from observed gravity values.
 FO0759
 FO0759;                    North         East    Units  Estimated Accuracy
 FO0759;SPC NM W     -   477,480.      829,800.      MT  (+/- 180 meters Scaled)
 FO0759
 FO0759                          SUPERSEDED SURVEY CONTROL
 FO0759
 FO0759  NGVD 29 (??/??/92) 2037.32   (m)         6684.1    (f) COMPUTED    2 0
 FO0759
 FO0759.Superseded values are not recommended for survey control.
 FO0759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0759.See file dsdata.txt to determine how the superseded data were derived.
 FO0759
 FO0759_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBV421106(NAD 83)
 FO0759_MARKER: DB = BENCH MARK DISK
 FO0759_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FO0759_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FO0759_STAMPING: L 218 1941
 FO0759_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO0759+STABILITY: SURFACE MOTION
 FO0759
 FO0759  HISTORY     - Date     Condition        Report By
 FO0759  HISTORY     - 1941     MONUMENTED       CGS
 FO0759
 FO0759                          STATION DESCRIPTION
 FO0759
 FO0759'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 FO0759'13.1 MI NW FROM GRANTS.
 FO0759'BENCH MARK IS 11.7 MILES WEST OF SAN MATEO POST OFFICE.  TO REACH FROM
 FO0759'THE ATCHISON, TOPEKA AND SANTA FE RAILROAD STATION AT GRANTS-- GO 3.8
 FO0759'MILES NORTHWESTERLY ALONG U.S. HIGHWAY NO. 66 TO THE INTERSECTION OF
 FO0759'ROAD TO SAN MATEO.  THENCE, GO 9.3 MILES NORTHERLY ALONG THE ROAD TO
 FO0759'SAN MATEO TO THE SITE OF BENCH MARK.  BENCH MARK IS ON THE OUTSIDE OF
 FO0759'A SHARP CURVE, 77.0 FEET NORTHWEST AND ABOUT 2.0 FEET ABOVE THE
 FO0759'CENTERLINE OF THE ROAD.  IT IS 3.7 FEET SOUTHEAST OF FENCE CORNER AND
 FO0759'2.7 FEET SOUTH OF A 4X4-INCH WOODEN MARKER POST. THE MONUMENT PROJECTS
 FO0759'0.6 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0307 ***********************************************************************
 DS0307  DESIGNATION -  L 22
 DS0307  PID         -  DS0307
 DS0307  STATE/COUNTY-  NM/OTERO
 DS0307  USGS QUAD   -  TULAROSA (1982)
 DS0307
 DS0307                         *CURRENT SURVEY CONTROL
 DS0307  ___________________________________________________________________
 DS0307* NAD 83(1986)-  33 03 52.     (N)    106 02 02.     (W)     SCALED    
 DS0307* NAVD 88     -      1350.533  (meters)    4430.87   (feet)  POSTED    
 DS0307  ___________________________________________________________________
 DS0307  GEOID HEIGHT-         -22.13  (meters)                     GEOID03
 DS0307  DYNAMIC HT  -        1348.550 (meters)    4424.37  (feet)  COMP
 DS0307  MODELED GRAV-     979,124.3   (mgal)                       NAVD 88
 DS0307  OBS GRAVITY -     979,125.4   (mgal)                       GRAV_OBS
 DS0307
 DS0307  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 DS0307
 DS0307.The horizontal coordinates were scaled from a topographic map and have
 DS0307.an estimated accuracy of +/- 6 seconds.
 DS0307
 DS0307.The orthometric height was determined by differential leveling
 DS0307.and adjusted by the National Geodetic Survey in 1992..
 DS0307.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 DS0307.rate of 1.1 thru 2.0 mm/km.
 DS0307
 DS0307.The geoid height was determined by GEOID03.
 DS0307
 DS0307.The dynamic height is computed by dividing the NAVD 88
 DS0307.geopotential number by the normal gravity value computed on the
 DS0307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0307.degrees latitude (g = 980.6199 gals.).
 DS0307
 DS0307.The modeled gravity was interpolated from observed gravity values.
 DS0307.The observed gravity was obtained from relative gravimeter ties
 DS0307.to the IGSN71 gravity network.
 DS0307
 DS0307;                    North         East    Units  Estimated Accuracy
 DS0307;SPC NM C     -   228,920.      520,180.      MT  (+/- 180 meters Scaled)
 DS0307
 DS0307                          SUPERSEDED SURVEY CONTROL
 DS0307
 DS0307  NGVD 29 (??/??/92) 1349.900  (m)         4428.80   (f) ADJ UNCH    1 2
 DS0307
 DS0307.Superseded values are not recommended for survey control.
 DS0307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0307.See file dsdata.txt to determine how the superseded data were derived.
 DS0307
 DS0307_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDS034589(NAD 83)
 DS0307_MARKER: DB = BENCH MARK DISK
 DS0307_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0307_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0307_STAMPING: 4428.797 L 22 1933
 DS0307_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0307+STABILITY: SURFACE MOTION
 DS0307
 DS0307  HISTORY     - Date     Condition        Report By
 DS0307  HISTORY     - 1933     MONUMENTED       CGS
 DS0307  HISTORY     - 1934     GOOD             NGS
 DS0307
 DS0307                          STATION DESCRIPTION
 DS0307
 DS0307'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DS0307'0.6 MI S FROM TULAROSA.
 DS0307'0.6 MILE SOUTH ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 DS0307'STATION AT TULAROSA, OTERO COUNTY, AT MILEPOST 1395, 49 FEET WEST OF
 DS0307'THE CENTERLINE OF THE TRACK, AND 2 FEET EAST OF THE RIGHT-OF-WAY
 DS0307'FENCE.  A STANDARD DISK, STAMPED 4428.797 L 22 1933 AND SET IN THE TOP
 DS0307'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0375 ***********************************************************************
 DQ0375  DESIGNATION -  L 220
 DQ0375  PID         -  DQ0375
 DQ0375  STATE/COUNTY-  NM/CHAVES
 DQ0375  USGS QUAD   -  OASIS (1984)
 DQ0375
 DQ0375                         *CURRENT SURVEY CONTROL
 DQ0375  ___________________________________________________________________
 DQ0375* NAD 83(1986)-  33 26 28.     (N)    103 52 40.     (W)     SCALED    
 DQ0375* NAVD 88     -      1247.602  (meters)    4093.17   (feet)  ADJUSTED  
 DQ0375  ___________________________________________________________________
 DQ0375  GEOID HEIGHT-         -22.79  (meters)                     GEOID03
 DQ0375  DYNAMIC HT  -        1245.889 (meters)    4087.55  (feet)  COMP
 DQ0375  MODELED GRAV-     979,221.2   (mgal)                       NAVD 88
 DQ0375
 DQ0375  VERT ORDER  -  SECOND    CLASS 0
 DQ0375
 DQ0375.The horizontal coordinates were scaled from a topographic map and have
 DQ0375.an estimated accuracy of +/- 6 seconds.
 DQ0375
 DQ0375.The orthometric height was determined by differential leveling
 DQ0375.and adjusted by the National Geodetic Survey in June 1991..
 DQ0375
 DQ0375.The geoid height was determined by GEOID03.
 DQ0375
 DQ0375.The dynamic height is computed by dividing the NAVD 88
 DQ0375.geopotential number by the normal gravity value computed on the
 DQ0375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0375.degrees latitude (g = 980.6199 gals.).
 DQ0375
 DQ0375.The modeled gravity was interpolated from observed gravity values.
 DQ0375
 DQ0375;                    North         East    Units  Estimated Accuracy
 DQ0375;SPC NM E     -   270,770.      207,360.      MT  (+/- 180 meters Scaled)
 DQ0375
 DQ0375                          SUPERSEDED SURVEY CONTROL
 DQ0375
 DQ0375  NGVD 29 (??/??/92) 1247.088  (m)         4091.49   (f) ADJ UNCH    2 0
 DQ0375
 DQ0375.Superseded values are not recommended for survey control.
 DQ0375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0375.See file dsdata.txt to determine how the superseded data were derived.
 DQ0375
 DQ0375_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFT043007(NAD 83)
 DQ0375_MARKER: DB = BENCH MARK DISK
 DQ0375_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0375_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DQ0375_STAMPING: L 220 1943
 DQ0375_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0375+STABILITY: SURFACE MOTION
 DQ0375
 DQ0375  HISTORY     - Date     Condition        Report By
 DQ0375  HISTORY     - 1943     MONUMENTED       CGS
 DQ0375
 DQ0375                          STATION DESCRIPTION
 DQ0375
 DQ0375'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 DQ0375'10.5 MI NW FROM CAPROCK.
 DQ0375'THIS MARK IS ABOUT 8.1 MILES WEST ALONG U.S. HIGHWAY 380 AND ABOUT 2.4
 DQ0375'MILES NORTH ALONG A DIRT ROAD FROM THE POST OFFICE AT CAPROCK, LEA
 DQ0375'COUNTY, 1.0 MILE EAST OF A CATTLE GUARD, 27.0 FEET SOUTH OF THE CENTER
 DQ0375'LINE OF THE ROAD, PROJECTING ABOUT 4-INCHES ABOVE THE GROUND, 2.0 FEET
 DQ0375'NORTH OF A WHITE REFERENCE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0388 ***********************************************************************
 DR0388  DESIGNATION -  L 221
 DR0388  PID         -  DR0388
 DR0388  STATE/COUNTY-  NM/CHAVES
 DR0388  USGS QUAD   -  ROSWELL SOUTH (1975)
 DR0388
 DR0388                         *CURRENT SURVEY CONTROL
 DR0388  ___________________________________________________________________
 DR0388* NAD 83(1986)-  33 19 15.     (N)    104 31 25.     (W)     SCALED    
 DR0388* NAVD 88     -      1108.924  (meters)    3638.19   (feet)  ADJUSTED  
 DR0388  ___________________________________________________________________
 DR0388  GEOID HEIGHT-         -23.12  (meters)                     GEOID03
 DR0388  DYNAMIC HT  -        1107.407 (meters)    3633.22  (feet)  COMP
 DR0388  MODELED GRAV-     979,231.5   (mgal)                       NAVD 88
 DR0388
 DR0388  VERT ORDER  -  SECOND    CLASS 0
 DR0388
 DR0388.This mark is at Roswell Industrial Air Center  (ROW)
 DR0388
 DR0388.The horizontal coordinates were scaled from a topographic map and have
 DR0388.an estimated accuracy of +/- 6 seconds.
 DR0388
 DR0388.The orthometric height was determined by differential leveling
 DR0388.and adjusted by the National Geodetic Survey in June 1991..
 DR0388
 DR0388.The geoid height was determined by GEOID03.
 DR0388
 DR0388.The dynamic height is computed by dividing the NAVD 88
 DR0388.geopotential number by the normal gravity value computed on the
 DR0388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0388.degrees latitude (g = 980.6199 gals.).
 DR0388
 DR0388.The modeled gravity was interpolated from observed gravity values.
 DR0388
 DR0388;                    North         East    Units  Estimated Accuracy
 DR0388;SPC NM E     -   257,350.      147,280.      MT  (+/- 180 meters Scaled)
 DR0388
 DR0388                          SUPERSEDED SURVEY CONTROL
 DR0388
 DR0388  NGVD 29 (??/??/92) 1108.352  (m)         3636.32   (f) ADJ UNCH    2 0
 DR0388
 DR0388.Superseded values are not recommended for survey control.
 DR0388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0388.See file dsdata.txt to determine how the superseded data were derived.
 DR0388
 DR0388_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES443869(NAD 83)
 DR0388_MARKER: DB = BENCH MARK DISK
 DR0388_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DR0388_SP_SET: PAD
 DR0388_STAMPING: L 221 1945
 DR0388_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR0388
 DR0388  HISTORY     - Date     Condition        Report By
 DR0388  HISTORY     - 1945     MONUMENTED       CGS
 DR0388  HISTORY     - 1971     GOOD             NGS
 DR0388  HISTORY     - 19960610 MARK NOT FOUND   CHANCE
 DR0388
 DR0388                          STATION DESCRIPTION
 DR0388
 DR0388'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 DR0388'3.0 MI S FROM ROSWELL.
 DR0388'THE MARK IS LOCATED AT THE ENTRANCE TO THE ROSWELL INDUSTRIAL AIR
 DR0388'CENTER, ABOUT 1.1 MILE NORTH OF THE TERMINAL BUILDING, 50 FEET SOUTH
 DR0388'OF THE CENTERLINE OF THE STREET INTERSECTION, AND IN SOUTH EDGE OF A
 DR0388'CONCRETE PAD THAT IS ABOUT CENTERED IN THE ENTRANCE ROAD.
 DR0388
 DR0388                          STATION RECOVERY (1996)
 DR0388
 DR0388'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (KAL)
 DR0388'RECOVERY NOTE BY CHANCE 1996 MARK NOT FOUND - SEARCHED 0.5
 DR0388'PERSON-HOUR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0341 ***********************************************************************
 EQ0341  DESIGNATION -  L 222
 EQ0341  PID         -  EQ0341
 EQ0341  STATE/COUNTY-  NM/VALENCIA
 EQ0341  USGS QUAD   -  TOME (1991)
 EQ0341
 EQ0341                         *CURRENT SURVEY CONTROL
 EQ0341  ___________________________________________________________________
 EQ0341* NAD 83(1986)-  34 39 10.     (N)    106 44 32.     (W)     SCALED    
 EQ0341* NAVD 88     -      1463.790  (meters)    4802.45   (feet)  ADJUSTED  
 EQ0341  ___________________________________________________________________
 EQ0341  GEOID HEIGHT-         -21.86  (meters)                     GEOID03
 EQ0341  DYNAMIC HT  -        1461.755 (meters)    4795.77  (feet)  COMP
 EQ0341  MODELED GRAV-     979,194.7   (mgal)                       NAVD 88
 EQ0341
 EQ0341  VERT ORDER  -  FIRST     CLASS II
 EQ0341
 EQ0341.The horizontal coordinates were scaled from a topographic map and have
 EQ0341.an estimated accuracy of +/- 6 seconds.
 EQ0341
 EQ0341.The orthometric height was determined by differential leveling
 EQ0341.and adjusted by the National Geodetic Survey in June 1991..
 EQ0341.WARNING-Repeat measurements at this control monument indicate possible
 EQ0341.vertical movement.
 EQ0341
 EQ0341.The geoid height was determined by GEOID03.
 EQ0341
 EQ0341.The dynamic height is computed by dividing the NAVD 88
 EQ0341.geopotential number by the normal gravity value computed on the
 EQ0341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0341.degrees latitude (g = 980.6199 gals.).
 EQ0341
 EQ0341.The modeled gravity was interpolated from observed gravity values.
 EQ0341
 EQ0341;                    North         East    Units  Estimated Accuracy
 EQ0341;SPC NM C     -   405,170.      454,880.      MT  (+/- 180 meters Scaled)
 EQ0341
 EQ0341                          SUPERSEDED SURVEY CONTROL
 EQ0341
 EQ0341  NGVD 29 (??/??/92) 1463.031  (m)         4799.96   (f) ADJ UNCH    1 2
 EQ0341
 EQ0341.Superseded values are not recommended for survey control.
 EQ0341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0341.See file dsdata.txt to determine how the superseded data were derived.
 EQ0341
 EQ0341_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU403359(NAD 83)
 EQ0341_MARKER: DB = BENCH MARK DISK
 EQ0341_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EQ0341_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EQ0341_STAMPING: L 222 1951
 EQ0341_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EQ0341+STABILITY: SURFACE MOTION
 EQ0341
 EQ0341  HISTORY     - Date     Condition        Report By
 EQ0341  HISTORY     - 1951     MONUMENTED       CGS
 EQ0341  HISTORY     - 1958     GOOD             NGS
 EQ0341  HISTORY     - 20050206 MARK NOT FOUND   GEOCAC
 EQ0341
 EQ0341                          STATION DESCRIPTION
 EQ0341
 EQ0341'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 EQ0341'1.65 MI E FROM BELEN.
 EQ0341'1.65 MILES EAST ALONG STATE HIGHWAY 6 FROM THE ATCHISON, TOPEKA AND
 EQ0341'SANTA FE RAILROAD STATION AT BELEN, 27 FEET SOUTH OF THE CENTER LINE
 EQ0341'OF THE HIGHWAY, 82 FEET WEST OF THE SOUTHWEST CORNER OF A SMALL
 EQ0341'BRIDGE, 3.6 FEET EAST OF A POWER POLE, 2.4 FEET NORTH OF A FENCE, 2
 EQ0341'FEET NORTHWEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 EQ0341'WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 EQ0341
 EQ0341                          STATION RECOVERY (1958)
 EQ0341
 EQ0341'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 EQ0341'RECOVERED IN GOOD CONDITION.
 EQ0341
 EQ0341                          STATION RECOVERY (2005)
 EQ0341
 EQ0341'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 EQ0341'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0230 ***********************************************************************
 FO0230  DESIGNATION -  L 224
 FO0230  PID         -  FO0230
 FO0230  STATE/COUNTY-  NM/BERNALILLO
 FO0230  USGS QUAD   -  ALBUQUERQUE WEST (1990)
 FO0230
 FO0230                         *CURRENT SURVEY CONTROL
 FO0230  ___________________________________________________________________
 FO0230* NAD 83(1986)-  35 05 40.     (N)    106 38 42.     (W)     SCALED    
 FO0230* NAVD 88     -      1512.597  (meters)    4962.58   (feet)  ADJUSTED  
 FO0230  ___________________________________________________________________
 FO0230  GEOID HEIGHT-         -21.30  (meters)                     GEOID03
 FO0230  DYNAMIC HT  -        1510.528 (meters)    4955.79  (feet)  COMP
 FO0230  MODELED GRAV-     979,214.4   (mgal)                       NAVD 88
 FO0230
 FO0230  VERT ORDER  -  FIRST     CLASS II
 FO0230
 FO0230.The horizontal coordinates were scaled from a topographic map and have
 FO0230.an estimated accuracy of +/- 6 seconds.
 FO0230
 FO0230.The orthometric height was determined by differential leveling
 FO0230.and adjusted by the National Geodetic Survey in June 1991..
 FO0230
 FO0230.The geoid height was determined by GEOID03.
 FO0230
 FO0230.The dynamic height is computed by dividing the NAVD 88
 FO0230.geopotential number by the normal gravity value computed on the
 FO0230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0230.degrees latitude (g = 980.6199 gals.).
 FO0230
 FO0230.The modeled gravity was interpolated from observed gravity values.
 FO0230
 FO0230;                    North         East    Units  Estimated Accuracy
 FO0230;SPC NM C     -   454,120.      463,990.      MT  (+/- 180 meters Scaled)
 FO0230
 FO0230                          SUPERSEDED SURVEY CONTROL
 FO0230
 FO0230  NGVD 29 (??/??/92) 1511.774  (m)         4959.88   (f) ADJ UNCH    1 2
 FO0230
 FO0230.Superseded values are not recommended for survey control.
 FO0230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0230.See file dsdata.txt to determine how the superseded data were derived.
 FO0230
 FO0230_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU500847(NAD 83)
 FO0230_MARKER: DB = BENCH MARK DISK
 FO0230_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FO0230_SP_SET: SIGNAL BASE
 FO0230_STAMPING: L 224 1951
 FO0230_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FO0230
 FO0230  HISTORY     - Date     Condition        Report By
 FO0230  HISTORY     - 1951     MONUMENTED       CGS
 FO0230  HISTORY     - 20050116 MARK NOT FOUND   GEOCAC
 FO0230
 FO0230                          STATION DESCRIPTION
 FO0230
 FO0230'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 FO0230'0.85 MI N FROM ALBUQUERQUE.
 FO0230'0.85 MILE NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD FROM
 FO0230'THE STATION AT ALBUQUERQUE, AT THE CROSSING OF WEST MOUNTAIN ROAD, 60
 FO0230'FEET EAST OF THE SOUTHEAST CORNER OF A BRICK BUILDING, 21 FEET NORTH
 FO0230'OF THE CENTER OF WEST MOUNTAIN ROAD, 9 FEET WEST OF THE WEST RAIL OF
 FO0230'THE WEST TRACK, 1.8 FEET ABOVE THE GROUND SET IN THE TOP OF THE
 FO0230'NORTHWEST CORNER OF THE BASE OF A WARNING SIGNAL.
 FO0230
 FO0230                          STATION RECOVERY (2005)
 FO0230
 FO0230'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 FO0230'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0231 ***********************************************************************
 FO0231  DESIGNATION -  L 224 RESET
 FO0231  PID         -  FO0231
 FO0231  STATE/COUNTY-  NM/BERNALILLO
 FO0231  USGS QUAD   -  ALBUQUERQUE WEST (1990)
 FO0231
 FO0231                         *CURRENT SURVEY CONTROL
 FO0231  ___________________________________________________________________
 FO0231* NAD 83(1986)-  35 05 40.     (N)    106 38 43.     (W)     SCALED    
 FO0231* NAVD 88     -      1512.175  (meters)    4961.19   (feet)  ADJUSTED  
 FO0231  ___________________________________________________________________
 FO0231  GEOID HEIGHT-         -21.30  (meters)                     GEOID03
 FO0231  DYNAMIC HT  -        1510.107 (meters)    4954.41  (feet)  COMP
 FO0231  MODELED GRAV-     979,214.5   (mgal)                       NAVD 88
 FO0231
 FO0231  VERT ORDER  -  FIRST     CLASS II
 FO0231
 FO0231.The horizontal coordinates were scaled from a topographic map and have
 FO0231.an estimated accuracy of +/- 6 seconds.
 FO0231
 FO0231.The orthometric height was determined by differential leveling
 FO0231.and adjusted by the National Geodetic Survey in June 1991..
 FO0231
 FO0231.The geoid height was determined by GEOID03.
 FO0231
 FO0231.The dynamic height is computed by dividing the NAVD 88
 FO0231.geopotential number by the normal gravity value computed on the
 FO0231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0231.degrees latitude (g = 980.6199 gals.).
 FO0231
 FO0231.The modeled gravity was interpolated from observed gravity values.
 FO0231
 FO0231;                    North         East    Units  Estimated Accuracy
 FO0231;SPC NM C     -   454,120.      463,960.      MT  (+/- 180 meters Scaled)
 FO0231
 FO0231                          SUPERSEDED SURVEY CONTROL
 FO0231
 FO0231  NGVD 29 (??/??/92) 1511.356  (m)         4958.51   (f) ADJ UNCH    1 2
 FO0231
 FO0231.Superseded values are not recommended for survey control.
 FO0231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0231.See file dsdata.txt to determine how the superseded data were derived.
 FO0231
 FO0231_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU500847(NAD 83)
 FO0231_MARKER: DD = SURVEY DISK
 FO0231_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FO0231_SP_SET: FOUNDATION
 FO0231_STAMPING: L 224 RESET 1953
 FO0231_MARK LOGO: CGS   
 FO0231_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FO0231
 FO0231  HISTORY     - Date     Condition        Report By
 FO0231  HISTORY     - 1953     MONUMENTED       ATSFRR
 FO0231  HISTORY     - 1982     GOOD             NGS
 FO0231  HISTORY     - 20050116 MARK NOT FOUND   GEOCAC
 FO0231
 FO0231                          STATION DESCRIPTION
 FO0231
 FO0231'DESCRIBED BY ATCHISON TOPEKA AND SANTA FE RAILROAD 1953
 FO0231'IN ALBUQUERQUE.
 FO0231'0.85 MILE NORTH ALONG THE ATCHISON, TOPEKA RAILWAY FROM THE STATION AT
 FO0231'ALBUQUERQUE, BERNALILLO COUNTY, AT THE CROSSING OF MOUNTAIN ROAD
 FO0231'NORTHWEST, 19.5 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 48.2 FEET
 FO0231'SOUTHEAST OF THE SOUTHEAST CORNER OF A BRICK BUILDING, 11.4 FEET WEST
 FO0231'OF THE WEST RAIL OF THE WEST TRACK, IN THE TOP OF THE SOUTHWEST CORNER
 FO0231'OF A CROSSING-GATE FOUNDATION, AND 0.6 FOOT HIGHER THAN THE GROUND.
 FO0231
 FO0231                          STATION RECOVERY (1982)
 FO0231
 FO0231'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 FO0231'RECOVERED IN GOOD CONDITION.
 FO0231
 FO0231                          STATION RECOVERY (2005)
 FO0231
 FO0231'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 FO0231'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0315 ***********************************************************************
 FO0315  DESIGNATION -  L 225
 FO0315  PID         -  FO0315
 FO0315  STATE/COUNTY-  NM/BERNALILLO
 FO0315  USGS QUAD   -  ALBUQUERQUE WEST (1990)
 FO0315
 FO0315                         *CURRENT SURVEY CONTROL
 FO0315  ___________________________________________________________________
 FO0315* NAD 83(1986)-  35 04 49.     (N)    106 43 24.     (W)     SCALED    
 FO0315* NAVD 88     -      1556.011  (meters)    5105.01   (feet)  ADJUSTED  
 FO0315  ___________________________________________________________________
 FO0315  GEOID HEIGHT-         -21.48  (meters)                     GEOID03
 FO0315  DYNAMIC HT  -        1553.876 (meters)    5098.01  (feet)  COMP
 FO0315  MODELED GRAV-     979,208.6   (mgal)                       NAVD 88
 FO0315
 FO0315  VERT ORDER  -  FIRST     CLASS II
 FO0315
 FO0315.The horizontal coordinates were scaled from a topographic map and have
 FO0315.an estimated accuracy of +/- 6 seconds.
 FO0315
 FO0315.The orthometric height was determined by differential leveling
 FO0315.and adjusted by the National Geodetic Survey in June 1991..
 FO0315
 FO0315.The geoid height was determined by GEOID03.
 FO0315
 FO0315.The dynamic height is computed by dividing the NAVD 88
 FO0315.geopotential number by the normal gravity value computed on the
 FO0315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0315.degrees latitude (g = 980.6199 gals.).
 FO0315
 FO0315.The modeled gravity was interpolated from observed gravity values.
 FO0315
 FO0315;                    North         East    Units  Estimated Accuracy
 FO0315;SPC NM C     -   452,580.      456,840.      MT  (+/- 180 meters Scaled)
 FO0315
 FO0315                          SUPERSEDED SURVEY CONTROL
 FO0315
 FO0315  NGVD 29 (??/??/92) 1555.182  (m)         5102.29   (f) ADJ UNCH    1 2
 FO0315
 FO0315.Superseded values are not recommended for survey control.
 FO0315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0315.See file dsdata.txt to determine how the superseded data were derived.
 FO0315
 FO0315_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU428833(NAD 83)
 FO0315_MARKER: DB = BENCH MARK DISK
 FO0315_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FO0315_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FO0315_STAMPING: L 225 1951
 FO0315_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO0315+STABILITY: SURFACE MOTION
 FO0315
 FO0315  HISTORY     - Date     Condition        Report By
 FO0315  HISTORY     - 1951     MONUMENTED       CGS
 FO0315  HISTORY     - 20050206 MARK NOT FOUND   GEOCAC
 FO0315
 FO0315                          STATION DESCRIPTION
 FO0315
 FO0315'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 FO0315'4.95 MI W FROM ALBUQUERQUE.
 FO0315'0.25 MILE NORTH ALONG NORTH FIFTH STREET FROM THE COUNTY COURTHOUSE AT
 FO0315'ALBUQUERQUE, THENCE 1.1 MILES WEST ALONG WEST NEW YORK AVENUE, THENCE
 FO0315'3.4 MILES SOUTHWEST ALONG U.S. HIGHWAY 66 TO THE WEST MESA MOTEL,
 FO0315'THENCE 0.2 MILE NORTHWEST ALONG A GRADED SANDY ROAD, AT A JUNCTION
 FO0315'WITH A SANDY TRACK ROAD LEADING NORTH, ALONG THE WEST FENCE OF THE
 FO0315'WEST MESA CUTTER CARR AIRPORT, 30 FEET SOUTHWEST OF THE CENTER LINE OF
 FO0315'THE TRACK ROAD, 38 FEET NORTH OF THE CENTER LINE OF THE GRADED ROAD,
 FO0315'1.2 FEET EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 FO0315'WHICH PROJECTS 0.7 FOOT ABOVE THE GROUND.
 FO0315
 FO0315                          STATION RECOVERY (2005)
 FO0315
 FO0315'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 FO0315'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0305 ***********************************************************************
 FO0305  DESIGNATION -  L 227
 FO0305  PID         -  FO0305
 FO0305  STATE/COUNTY-  NM/BERNALILLO
 FO0305  USGS QUAD   -  THE VOLCANOES (1990)
 FO0305
 FO0305                         *CURRENT SURVEY CONTROL
 FO0305  ___________________________________________________________________
 FO0305* NAD 83(1986)-  35 08 50.     (N)    106 48 50.     (W)     SCALED    
 FO0305* NAVD 88     -      1782.934  (meters)    5849.51   (feet)  ADJUSTED  
 FO0305  ___________________________________________________________________
 FO0305  GEOID HEIGHT-         -21.36  (meters)                     GEOID03
 FO0305  DYNAMIC HT  -        1780.435 (meters)    5841.31  (feet)  COMP
 FO0305  MODELED GRAV-     979,169.8   (mgal)                       NAVD 88
 FO0305
 FO0305  VERT ORDER  -  FIRST     CLASS II
 FO0305
 FO0305.The horizontal coordinates were scaled from a topographic map and have
 FO0305.an estimated accuracy of +/- 6 seconds.
 FO0305
 FO0305.The orthometric height was determined by differential leveling
 FO0305.and adjusted by the National Geodetic Survey in June 1991..
 FO0305
 FO0305.The geoid height was determined by GEOID03.
 FO0305
 FO0305.The dynamic height is computed by dividing the NAVD 88
 FO0305.geopotential number by the normal gravity value computed on the
 FO0305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0305.degrees latitude (g = 980.6199 gals.).
 FO0305
 FO0305.The modeled gravity was interpolated from observed gravity values.
 FO0305
 FO0305;                    North         East    Units  Estimated Accuracy
 FO0305;SPC NM C     -   460,050.      448,620.      MT  (+/- 180 meters Scaled)
 FO0305
 FO0305                          SUPERSEDED SURVEY CONTROL
 FO0305
 FO0305  NGVD 29 (??/??/92) 1782.058  (m)         5846.64   (f) ADJ UNCH    1 2
 FO0305
 FO0305.Superseded values are not recommended for survey control.
 FO0305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0305.See file dsdata.txt to determine how the superseded data were derived.
 FO0305
 FO0305_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU347908(NAD 83)
 FO0305_MARKER: DB = BENCH MARK DISK
 FO0305_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FO0305_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FO0305_STAMPING: L 227 1951
 FO0305_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO0305+STABILITY: SURFACE MOTION
 FO0305
 FO0305  HISTORY     - Date     Condition        Report By
 FO0305  HISTORY     - 1951     MONUMENTED       CGS
 FO0305
 FO0305                          STATION DESCRIPTION
 FO0305
 FO0305'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 FO0305'12.95 MI NW FROM ALBUQUERQUE.
 FO0305'0.25 MILE NORTH ALONG NORTH FIFTH STREET FROM THE COUNTY COURTHOUSE AT
 FO0305'ALBUQUERQUE, THENCE 1.1 MILES WEST ALONG WEST NEW YORK AVENUE, THENCE
 FO0305'3.4 MILES SOUTHWEST ALONG U.S. HIGHWAY 66 TO THE WEST MESA MOTEL,
 FO0305'THENCE 5.7 MILES NORTHWEST ALONG A GRADED SANDY ROAD TO AN EAST AND
 FO0305'WEST FENCE, THENCE 1.0 MILE WEST ALONG A DIRT ROAD TO A CATTLE GUARD,
 FO0305'THENCE 1.5 MILES NORTH ALONG A GRADED DIRT ROAD TO AN INTERSECTION
 FO0305'WITH A TRACK ROAD, 0.4 MILE NORTH OF A CONCRETE FOUNDATION OF A HOUSE,
 FO0305'57 FEET NORTH OF THE CENTER LINE OF A TRACK ROAD, 50 FEET WEST OF THE
 FO0305'CENTER LINE OF THE GRADED DIRT ROAD, 3.7 FEET SOUTHEAST OF A WITNESS
 FO0305'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE
 FO0305'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0676 ***********************************************************************
 DR0676  DESIGNATION -  L 23
 DR0676  PID         -  DR0676
 DR0676  STATE/COUNTY-  NM/LINCOLN
 DR0676  USGS QUAD   -  CARRIZOZO EAST (1982)
 DR0676
 DR0676                         *CURRENT SURVEY CONTROL
 DR0676  ___________________________________________________________________
 DR0676* NAD 83(1992)-  33 40 55.24957(N)    105 51 08.74350(W)     ADJUSTED  
 DR0676* NAVD 88     -      1662.000  (meters)    5452.74   (feet)  ADJUSTED  
 DR0676  ___________________________________________________________________
 DR0676  X           -  -1,451,648.296 (meters)                     COMP
 DR0676  Y           -  -5,112,156.626 (meters)                     COMP
 DR0676  Z           -   3,518,061.592 (meters)                     COMP
 DR0676  LAPLACE CORR-           5.54  (seconds)                    DEFLEC99
 DR0676  ELLIP HEIGHT-        1641.76  (meters)          (05/26/00) GPS OBS
 DR0676  GEOID HEIGHT-         -20.25  (meters)                     GEOID03
 DR0676  DYNAMIC HT  -        1659.611 (meters)    5444.91  (feet)  COMP
 DR0676  MODELED GRAV-     979,139.8   (mgal)                       NAVD 88
 DR0676
 DR0676  HORZ ORDER  -  FIRST
 DR0676  VERT ORDER  -  FIRST     CLASS II
 DR0676  ELLP ORDER  -  SECOND    CLASS I
 DR0676
 DR0676.The horizontal coordinates were established by GPS observations
 DR0676.and adjusted by the National Geodetic Survey in May 2000..
 DR0676.No horizontal observational check was made to the station.
 DR0676
 DR0676.The orthometric height was determined by differential leveling
 DR0676.and adjusted by the National Geodetic Survey in June 1991..
 DR0676
 DR0676.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR0676
 DR0676.The Laplace correction was computed from DEFLEC99 derived deflections.
 DR0676
 DR0676.The ellipsoidal height was determined by GPS observations
 DR0676.and is referenced to NAD 83.
 DR0676
 DR0676.The geoid height was determined by GEOID03.
 DR0676
 DR0676.The dynamic height is computed by dividing the NAVD 88
 DR0676.geopotential number by the normal gravity value computed on the
 DR0676.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0676.degrees latitude (g = 980.6199 gals.).
 DR0676
 DR0676.The modeled gravity was interpolated from observed gravity values.
 DR0676
 DR0676;                    North         East     Units Scale Factor Converg.
 DR0676;SPC NM C     -   297,457.425   536,862.257   MT  0.99991675   +0 13 13.8
 DR0676;SPC NM C     -   975,908.24  1,761,355.59   sFT  0.99991675   +0 13 13.8
 DR0676;UTM  13      - 3,727,225.186   420,986.811   MT  0.99967696   -0 28 22.0
 DR0676
 DR0676!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR0676!SPC NM C     -   0.99974233  x   0.99991675  =   0.99965910
 DR0676!UTM  13      -   0.99974233  x   0.99967696  =   0.99941937
 DR0676
 DR0676                          SUPERSEDED SURVEY CONTROL
 DR0676
 DR0676  NAD 83(1992)-  33 40 55.24937(N)    105 51 08.74256(W) AD(       ) 1
 DR0676  ELLIP H (03/20/97) 1641.79   (m)                       GP(       ) 3 1
 DR0676  NAVD 88 (03/20/97) 1662.00   (m)         5452.7    (f) LEVELING    3  
 DR0676  NGVD 29 (??/??/92) 1661.331  (m)         5450.55   (f) ADJ UNCH    1 2
 DR0676
 DR0676.Superseded values are not recommended for survey control.
 DR0676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0676.See file dsdata.txt to determine how the superseded data were derived.
 DR0676
 DR0676_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDT2098727225(NAD 83)
 DR0676_MARKER: DB = BENCH MARK DISK
 DR0676_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR0676_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DR0676_STAMPING: L 23 1933 4350.550
 DR0676_MARK LOGO: CGS   
 DR0676_PROJECTION: PROJECTING 5 CENTIMETERS
 DR0676_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR0676_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR0676+STABILITY: SURFACE MOTION
 DR0676_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR0676+SATELLITE: SATELLITE OBSERVATIONS - December 18, 1998
 DR0676
 DR0676  HISTORY     - Date     Condition        Report By
 DR0676  HISTORY     - 1934     MONUMENTED       CGS
 DR0676  HISTORY     - 1934     GOOD             NGS
 DR0676  HISTORY     - 1980     GOOD             NGS
 DR0676  HISTORY     - 19960608 GOOD             CHANCE
 DR0676  HISTORY     - 19981218 GOOD             NGS
 DR0676
 DR0676                          STATION DESCRIPTION
 DR0676
 DR0676'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DR0676'3.1 MI N FROM CARRIZOZO.
 DR0676'3.1 MILES NORTH ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE
 DR0676'STATION AT CARRIZOZO, LINCOLN COUNTY, 4 FEET NORTH OF MILEPOST 1443,
 DR0676'92 FEET WEST OF THE CENTERLINE OF THE TRACK, AND 8 FEET EAST OF THE
 DR0676'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED 5450.550 L 23 1933 AND
 DR0676'SET IN THE TOP OF A CONCRETE POST.
 DR0676
 DR0676                          STATION RECOVERY (1980)
 DR0676
 DR0676'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DR0676'4.3 KM (2.7 MI) NORTHERLY ALONG U.S. HIGHWAY 54 FROM THE JUNCTION OF
 DR0676'U.S. HIGHWAYS 54 AND 380 IN CARRIZOZO, 28.0 METERS (92.0 FT) WEST
 DR0676'OF THE NEAR RAIL OF THE SOUTHERN PACIFIC RAILROAD, 25.6 METERS
 DR0676'(84.0 FT) EAST OF THE CENTERLINE OF THE HIGHWAY AND 7.3 METERS
 DR0676'(24.0 FT) WEST OF RAILROAD MILEPOST 1443.
 DR0676'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 DR0676'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 DR0676
 DR0676                          STATION RECOVERY (1996)
 DR0676
 DR0676'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (MFY)
 DR0676'A NEW AND COMPLETE DESCRIPTION FOLLOWS THE STATION IS LOCATED
 DR0676'APPROXIMATELY 5.0 KM (3.10 MI) NORTH FROM CARRIZOZO ALONG US HIGHWAY
 DR0676'54.  THE STATION IS LOCATED ON STATE OF NEW MEXICO HIGHWAY
 DR0676'RIGHT-OF-WAY TO REACH THE STATION FROM THE INTERSECTION OF US HIGHWAY
 DR0676'54 AND US HIGHWAY 380 IN CARRIZOZO, PROCEED NORTH ALONG US HIGHWAY 54
 DR0676'FOR 4.3 KM (2.65 MI) TO THE STATION ON THE RIGHT THE STATION IS A
 DR0676'BENCH MARK DISK SET INTO THE TOP OF A ROUND CONCRETE MONUMENT.  THE
 DR0676'STATION IS LOCATED 36.3 M (119.1 FT) WEST OF RAILROAD MILEPOST 1443,
 DR0676'28.0 M (91.9 FT) WEST OF THE NEAR RAIL OF THE SOUTHERN PACIFIC
 DR0676'RAILROAD, 25.6 M (84.0 FT) EAST OF THE CENTERLINE OF US HIGHWAY 54,
 DR0676'AND 0.3 M (1.0 FT) NORTH FROM A WITNESS POST
 DR0676
 DR0676                          STATION RECOVERY (1998)
 DR0676
 DR0676'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (WAS)
 DR0676'THE STATION IS LOCATED ABOUT 3 MI (4.8 KM) NORTH OF CARRIZOZO, IN THE
 DR0676'SOUTHERN PACIFIC RAILROAD RIGHT OF WAY.  OWNERSHIP--SOUTHERN PACIFIC
 DR0676'RAILROAD, TELEPHONE 505-472-4098, 5 4TH STREET, SANTA ROSA NM 88435.
 DR0676'TO REACH THE STATION FROM THE INTERSECTION OF US HIGHWAYS 54 AND 380
 DR0676'IN CARRIZOZO, GO NORTH ON HIGHWAY 54 FOR 2.7 MI (4.3 KM) TO A ROAD ON
 DR0676'THE RIGHT, AT THE NORTH END OF A SECTION OF METAL GUARDRAIL ON BOTH
 DR0676'SIDES OF THE HIGHWAY, PROVIDING ACCESS TO THE RAILROAD MAINTENANCE
 DR0676'TRACK ROAD.  TURN RIGHT, EAST FOR 50 M (164.0 FT), PASSING THROUGH A
 DR0676'GATE, TO THE RAILROAD MAINTENANCE TRACK ROAD.  TURN LEFT, NORTH ON THE
 DR0676'TRACK ROAD FOR 0.05 MI (0.08 KM) TO THE STATION ON THE LEFT. NOTE--IF
 DR0676'THIS ACCESS ROUTE IS BLOCKED BY A LOCKED GATE, CONTINUE NORTH ALONG
 DR0676'HIGHWAY 54 FOR 0.6 MI (1.0 KM) TO THE INTERSECTION WITH STATE HIGHWAY
 DR0676'349.  TURN RIGHT, EAST ON HIGHWAY 349, MAKE AN IMMEDIATE RIGHT AND GO
 DR0676'SOUTH ALONG THE RAILROAD MAINTENANCE TRACK ROAD FOR 0.55 MI (0.89 KM)
 DR0676'TO THE STATION ON THE RIGHT.  THE STATION IS SET IN TOP OF A 0.25 M
 DR0676'(0.82 FT) SQUARE CONCRETE POST PROJECTING 0.1 M (0.3 FT) ABOVE GROUND.
 DR0676'LOCATED 2.9 M (9.5 FT) EAST OF THE HIGHWAY RIGHT OF WAY FENCE, 34.4 M
 DR0676'(112.9 FT) EAST OF THE CENTERLINE OF HIGHWAY 54, 27.0 M (88.6 FT) WEST
 DR0676'OF THE WEST RAILROAD RAIL, 11.0 M (36.1 FT) WEST OF A 5 M (16.4 FT)
 DR0676'TALL UTILITY POLE, 35 M (114.8 FT) WEST OF RAILROAD MILEPOST 1443 AND
 DR0676'0.6 M (2.0 FT) NORTH OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0584 ***********************************************************************
 DS0584  DESIGNATION -  L 230
 DS0584  PID         -  DS0584
 DS0584  STATE/COUNTY-  NM/SOCORRO
 DS0584  USGS QUAD   -  INDIAN WELL WILDERNESS (1981)
 DS0584
 DS0584                         *CURRENT SURVEY CONTROL
 DS0584  ___________________________________________________________________
 DS0584* NAD 83(1986)-  33 51 34.     (N)    106 52 34.     (W)     SCALED    
 DS0584* NAVD 88     -      1379.229  (meters)    4525.02   (feet)  ADJUSTED  
 DS0584  ___________________________________________________________________
 DS0584  GEOID HEIGHT-         -22.52  (meters)                     GEOID03
 DS0584  DYNAMIC HT  -        1377.250 (meters)    4518.53  (feet)  COMP
 DS0584  MODELED GRAV-     979,154.2   (mgal)                       NAVD 88
 DS0584
 DS0584  VERT ORDER  -  FIRST     CLASS II
 DS0584
 DS0584.The horizontal coordinates were scaled from a topographic map and have
 DS0584.an estimated accuracy of +/- 6 seconds.
 DS0584
 DS0584.The orthometric height was determined by differential leveling
 DS0584.and adjusted by the National Geodetic Survey in June 1991..
 DS0584
 DS0584.The geoid height was determined by GEOID03.
 DS0584
 DS0584.The dynamic height is computed by dividing the NAVD 88
 DS0584.geopotential number by the normal gravity value computed on the
 DS0584.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0584.degrees latitude (g = 980.6199 gals.).
 DS0584
 DS0584.The modeled gravity was interpolated from observed gravity values.
 DS0584
 DS0584;                    North         East    Units  Estimated Accuracy
 DS0584;SPC NM C     -   317,240.      442,070.      MT  (+/- 180 meters Scaled)
 DS0584
 DS0584                          SUPERSEDED SURVEY CONTROL
 DS0584
 DS0584  NGVD 29 (??/??/92) 1378.517  (m)         4522.68   (f) ADJ UNCH    1 2
 DS0584
 DS0584.Superseded values are not recommended for survey control.
 DS0584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0584.See file dsdata.txt to determine how the superseded data were derived.
 DS0584
 DS0584_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT264481(NAD 83)
 DS0584_MARKER: DB = BENCH MARK DISK
 DS0584_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0584_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0584_STAMPING: L 230 1950
 DS0584_PROJECTION: PROJECTING 8 CENTIMETERS
 DS0584_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0584+STABILITY: SURFACE MOTION
 DS0584
 DS0584  HISTORY     - Date     Condition        Report By
 DS0584  HISTORY     - 1950     MONUMENTED       CGS
 DS0584  HISTORY     - 1980     GOOD             NGS
 DS0584
 DS0584                          STATION DESCRIPTION
 DS0584
 DS0584'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 DS0584'3.35 MI S FROM SAN ANTONIO.
 DS0584'3.35 MILES SOUTH ALONG U.S. HIGHWAY 85 FROM THE ATCHISON, TOPEKA AND
 DS0584'SANTA FE RAILROAD STATION AT SAN ANTONIO, BETWEEN THE HIGHWAY AND THE
 DS0584'RAILROAD.  43 FEET WEST OF THE WEST RAIL OF THE RAILROAD, 54.5 FEET
 DS0584'EAST OF THE CENTER LINE OF THE HIGHWAY, 3.5 FEET EAST OF A FENCE, 3.3
 DS0584'FEET SOUTH OF A WITNESS POST, 8 FEET NORTH OF A TELEPHONE POLE, SET IN
 DS0584'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 DS0584
 DS0584                          STATION RECOVERY (1980)
 DS0584
 DS0584'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DS0584'0.2 KILOMETER (0.1 MILE) EAST ALONG U.S. HIGHWAY 380 FROM THE POST
 DS0584'OFFICE IN SAN ANTONIO, THENCE 6.6 KILOMETERS (4.1 MILES) SOUTH ALONG
 DS0584'STATE HIGHWAY 1, 0.6 KILOMETER (0.4 MILE) NORTH OF RAILROAD MILEPOST
 DS0584'992, 16.6 METERS (54.5 FEET) EAST OF THE CENTER LINE OF THE HIGHWAY,
 DS0584'13.1 METERS (43.0 FEET) WEST OF THE WEST RAIL OF THE ATCHISON, TOPEKA
 DS0584'AND SANTA FE RAILROAD AND 2.4 METERS (8.0 FEET) NORTH OF A TELEPHONE
 DS0584'POLE.
 DS0584'THE MARK IS 0.4 METERS  S FROM A WITNESS POST.
 DS0584'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0775 ***********************************************************************
 DS0775  DESIGNATION -  L 231
 DS0775  PID         -  DS0775
 DS0775  STATE/COUNTY-  NM/SOCORRO
 DS0775  USGS QUAD   -  HICKMAN RANCH (1980)
 DS0775
 DS0775                         *CURRENT SURVEY CONTROL
 DS0775  ___________________________________________________________________
 DS0775* NAD 83(1986)-  33 39 06.     (N)    107 07 56.     (W)     SCALED    
 DS0775* NAVD 88     -      1495.236  (meters)    4905.62   (feet)  ADJUSTED  
 DS0775  ___________________________________________________________________
 DS0775  GEOID HEIGHT-         -22.78  (meters)                     GEOID03
 DS0775  DYNAMIC HT  -        1493.049 (meters)    4898.44  (feet)  COMP
 DS0775  MODELED GRAV-     979,122.1   (mgal)                       NAVD 88
 DS0775
 DS0775  VERT ORDER  -  FIRST     CLASS II
 DS0775
 DS0775.The horizontal coordinates were scaled from a topographic map and have
 DS0775.an estimated accuracy of +/- 6 seconds.
 DS0775
 DS0775.The orthometric height was determined by differential leveling
 DS0775.and adjusted by the National Geodetic Survey in June 1991..
 DS0775
 DS0775.The geoid height was determined by GEOID03.
 DS0775
 DS0775.The dynamic height is computed by dividing the NAVD 88
 DS0775.geopotential number by the normal gravity value computed on the
 DS0775.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0775.degrees latitude (g = 980.6199 gals.).
 DS0775
 DS0775.The modeled gravity was interpolated from observed gravity values.
 DS0775
 DS0775;                    North         East    Units  Estimated Accuracy
 DS0775;SPC NM C     -   294,370.      418,170.      MT  (+/- 180 meters Scaled)
 DS0775
 DS0775                          SUPERSEDED SURVEY CONTROL
 DS0775
 DS0775  NGVD 29 (??/??/92) 1494.509  (m)         4903.23   (f) ADJ UNCH    1 2
 DS0775
 DS0775.Superseded values are not recommended for survey control.
 DS0775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0775.See file dsdata.txt to determine how the superseded data were derived.
 DS0775
 DS0775_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT022255(NAD 83)
 DS0775_MARKER: DB = BENCH MARK DISK
 DS0775_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0775_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0775_STAMPING: L 231 1950
 DS0775_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0775+STABILITY: SURFACE MOTION
 DS0775
 DS0775  HISTORY     - Date     Condition        Report By
 DS0775  HISTORY     - 1950     MONUMENTED       CGS
 DS0775
 DS0775                          STATION DESCRIPTION
 DS0775
 DS0775'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 DS0775'25.8 MI SW FROM SAN ANTONIO.
 DS0775'21.1 MILES SOUTHWEST ALONG U.S. HIGHWAY 85 FROM THE ATCHISON, TOPEKA
 DS0775'AND SANTA FE RAILROAD STATION AT SAN ANTONIO, THENCE 4.7 MILES
 DS0775'SOUTHWEST ALONG OLD U.S. HIGHWAY 85, AT A JUNCTION WITH STATE HIGHWAY
 DS0775'107, 118 FEET EAST OF THE CENTER LINE OF STATE HIGHWAY 107, 28 FEET
 DS0775'NORTHWEST OF THE CENTER LINE OF OLD U.S. HIGHWAY 85.  1.2 FEET
 DS0775'SOUTHWEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 DS0775'PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0777 ***********************************************************************
 DS0777  DESIGNATION -  L 232
 DS0777  PID         -  DS0777
 DS0777  STATE/COUNTY-  NM/SOCORRO
 DS0777  USGS QUAD   -  FORT CRAIG (1980)
 DS0777
 DS0777                         *CURRENT SURVEY CONTROL
 DS0777  ___________________________________________________________________
 DS0777* NAD 83(1986)-  33 39 04.     (N)    107 06 12.     (W)     SCALED    
 DS0777* NAVD 88     -      1472.115  (meters)    4829.76   (feet)  ADJUSTED  
 DS0777  ___________________________________________________________________
 DS0777  GEOID HEIGHT-         -22.81  (meters)                     GEOID03
 DS0777  DYNAMIC HT  -        1469.969 (meters)    4822.72  (feet)  COMP
 DS0777  MODELED GRAV-     979,128.1   (mgal)                       NAVD 88
 DS0777
 DS0777  VERT ORDER  -  FIRST     CLASS II
 DS0777
 DS0777.The horizontal coordinates were scaled from a topographic map and have
 DS0777.an estimated accuracy of +/- 6 seconds.
 DS0777
 DS0777.The orthometric height was determined by differential leveling
 DS0777.and adjusted by the National Geodetic Survey in June 1991..
 DS0777
 DS0777.The geoid height was determined by GEOID03.
 DS0777
 DS0777.The dynamic height is computed by dividing the NAVD 88
 DS0777.geopotential number by the normal gravity value computed on the
 DS0777.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0777.degrees latitude (g = 980.6199 gals.).
 DS0777
 DS0777.The modeled gravity was interpolated from observed gravity values.
 DS0777
 DS0777;                    North         East    Units  Estimated Accuracy
 DS0777;SPC NM C     -   294,290.      420,850.      MT  (+/- 180 meters Scaled)
 DS0777
 DS0777                          SUPERSEDED SURVEY CONTROL
 DS0777
 DS0777  NGVD 29 (??/??/92) 1471.396  (m)         4827.40   (f) ADJ UNCH    1 2
 DS0777
 DS0777.Superseded values are not recommended for survey control.
 DS0777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0777.See file dsdata.txt to determine how the superseded data were derived.
 DS0777
 DS0777_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT049254(NAD 83)
 DS0777_MARKER: DB = BENCH MARK DISK
 DS0777_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0777_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0777_STAMPING: L 232 1950
 DS0777_PROJECTION: PROJECTING 15 CENTIMETERS
 DS0777_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0777+STABILITY: SURFACE MOTION
 DS0777
 DS0777  HISTORY     - Date     Condition        Report By
 DS0777  HISTORY     - 1950     MONUMENTED       CGS
 DS0777  HISTORY     - 1980     GOOD             NGS
 DS0777
 DS0777                          STATION DESCRIPTION
 DS0777
 DS0777'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 DS0777'24.0 MI SW FROM SAN ANTONIO.
 DS0777'24.0 MILES SOUTHWEST ALONG U.S. HIGHWAY 85 FROM THE ATCHISON, TOPEKA
 DS0777'AND SANTA FE RAILROAD STATION AT SAN ANTONIO, 1.5 MILES NORTHEAST OF A
 DS0777'JUNCTION WITH STATE HIGHWAY 107, 98 FEET SOUTHEAST OF THE CENTER LINE
 DS0777'OF THE HIGHWAY, 38 FEET SOUTHWEST OF THE CENTER LINE OF A PRIVATE ROAD
 DS0777'LEADING SOUTHEAST, 38 FEET SOUTHWEST OF THE CENTER OF A GATE, 1.3 FEET
 DS0777'NORTHWEST OF A FENCE, 4 FEET SOUTHWEST OF A WITNESS POST, SET IN THE
 DS0777'TOP OF A CONCRETE POST WHICH PROJECTS 0.7 ABOVE THE GROUND.
 DS0777
 DS0777                          STATION RECOVERY (1980)
 DS0777
 DS0777'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DS0777'0.2 KILOMETER (0.1 MILE) EAST ALONG U.S. HIGHWAY 380 FROM THE POST
 DS0777'OFFICE IN SAN ANTONIO, THENCE 39.1 KILOMETERS (24.3 MILES) SOUTH
 DS0777'ALONG STATE HIGHWAY 1, AT A PRIVATE ROAD LEADING SOUTHEAST, 29.9
 DS0777'METERS (98.0 FEET) SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 11.6
 DS0777'METERS (38.0 FEET) SOUTHWEST OF THE CENTER OF THE ROAD AND 0.4
 DS0777'METER (1.3 FEET) NORTHWEST OF A FENCE.
 DS0777'THE MARK IS 0.4 METERS  SW FROM A WITNESS POST.
 DS0777'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0876 ***********************************************************************
 DS0876  DESIGNATION -  L 233
 DS0876  PID         -  DS0876
 DS0876  STATE/COUNTY-  NM/SIERRA
 DS0876  USGS QUAD   -  HUERFANO HILL (1980)
 DS0876
 DS0876                         *CURRENT SURVEY CONTROL
 DS0876  ___________________________________________________________________
 DS0876* NAD 83(1986)-  33 18 26.     (N)    107 19 07.     (W)     SCALED    
 DS0876* NAVD 88     -      1521.807  (meters)    4992.80   (feet)  ADJUSTED  
 DS0876  ___________________________________________________________________
 DS0876  GEOID HEIGHT-         -23.11  (meters)                     GEOID03
 DS0876  DYNAMIC HT  -        1519.546 (meters)    4985.38  (feet)  COMP
 DS0876  MODELED GRAV-     979,098.9   (mgal)                       NAVD 88
 DS0876
 DS0876  VERT ORDER  -  FIRST     CLASS II
 DS0876
 DS0876.The horizontal coordinates were scaled from a topographic map and have
 DS0876.an estimated accuracy of +/- 6 seconds.
 DS0876
 DS0876.The orthometric height was determined by differential leveling
 DS0876.and adjusted by the National Geodetic Survey in June 1991..
 DS0876
 DS0876.The geoid height was determined by GEOID03.
 DS0876
 DS0876.The dynamic height is computed by dividing the NAVD 88
 DS0876.geopotential number by the normal gravity value computed on the
 DS0876.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0876.degrees latitude (g = 980.6199 gals.).
 DS0876
 DS0876.The modeled gravity was interpolated from observed gravity values.
 DS0876
 DS0876;                    North         East    Units  Estimated Accuracy
 DS0876;SPC NM W     -   255,940.      877,930.      MT  (+/- 180 meters Scaled)
 DS0876
 DS0876                          SUPERSEDED SURVEY CONTROL
 DS0876
 DS0876  NGVD 29 (??/??/92) 1521.088  (m)         4990.44   (f) ADJ UNCH    1 2
 DS0876
 DS0876.Superseded values are not recommended for survey control.
 DS0876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0876.See file dsdata.txt to determine how the superseded data were derived.
 DS0876
 DS0876_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBS841877(NAD 83)
 DS0876_MARKER: DB = BENCH MARK DISK
 DS0876_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0876_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0876_STAMPING: L 233 1951
 DS0876_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0876+STABILITY: SURFACE MOTION
 DS0876
 DS0876  HISTORY     - Date     Condition        Report By
 DS0876  HISTORY     - 1951     MONUMENTED       CGS
 DS0876
 DS0876                          STATION DESCRIPTION
 DS0876
 DS0876'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 DS0876'16.3 MI N FROM HOT SPRINGS.
 DS0876'9.3 MILES NORTH ALONG U.S. HIGHWAY 85 FROM THE POST OFFICE AT HOT
 DS0876'SPRINGS, THENCE 2.0 MILES WEST ALONG STATE HIGHWAY 52, THENCE 2.4
 DS0876'MILES NORTHWEST ALONG A GRADED DIRT ROAD LEADING TO MONTICELLO, THENCE
 DS0876'2.6 MILES NORTH ALONG OLD U.S. HIGHWAY 85, 0.3 MILE NORTHEAST OF A
 DS0876'JUNCTION WITH AN EAST AND WEST ROAD, 0.8 MILE SOUTHWEST OF A RANCH
 DS0876'HOUSE, 75 FEET SOUTH OF THE CENTER LINE OF THE OLD HIGHWAY, 1.5 FEET
 DS0876'EAST OF A WITNESS POST, 2 FEET BELOW THE LEVEL OF THE OLD HIGHWAY, SET
 DS0876'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 1.0 FOOT ABOVE THE
 DS0876'GROUND.  NOTE-- HOT SPRINGS N.M. HAS BEEN RENAMED TRUTH OR
 DS0876'CONSEQUENCES N.M.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0091 ***********************************************************************
 DS0091  DESIGNATION -  L 234
 DS0091  PID         -  DS0091
 DS0091  STATE/COUNTY-  NM/LINCOLN
 DS0091  USGS QUAD   -  BULL GAP SW (1981)
 DS0091
 DS0091                         *CURRENT SURVEY CONTROL
 DS0091  ___________________________________________________________________
 DS0091* NAD 83(1986)-  33 30 44.     (N)    106 09 29.     (W)     SCALED    
 DS0091* NAVD 88     -      1384.587  (meters)    4542.60   (feet)  ADJUSTED  
 DS0091  ___________________________________________________________________
 DS0091  GEOID HEIGHT-         -21.61  (meters)                     GEOID03
 DS0091  DYNAMIC HT  -        1382.609 (meters)    4536.11  (feet)  COMP
 DS0091  MODELED GRAV-     979,160.1   (mgal)                       NAVD 88
 DS0091
 DS0091  VERT ORDER  -  SECOND    CLASS 0
 DS0091
 DS0091.The horizontal coordinates were scaled from a topographic map and have
 DS0091.an estimated accuracy of +/- 6 seconds.
 DS0091
 DS0091.The orthometric height was determined by differential leveling
 DS0091.and adjusted by the National Geodetic Survey in June 1991..
 DS0091
 DS0091.The geoid height was determined by GEOID03.
 DS0091
 DS0091.The dynamic height is computed by dividing the NAVD 88
 DS0091.geopotential number by the normal gravity value computed on the
 DS0091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0091.degrees latitude (g = 980.6199 gals.).
 DS0091
 DS0091.The modeled gravity was interpolated from observed gravity values.
 DS0091
 DS0091;                    North         East    Units  Estimated Accuracy
 DS0091;SPC NM C     -   278,560.      508,540.      MT  (+/- 180 meters Scaled)
 DS0091
 DS0091                          SUPERSEDED SURVEY CONTROL
 DS0091
 DS0091  NGVD 29 (??/??/92) 1383.945  (m)         4540.49   (f) ADJ UNCH    2 0
 DS0091
 DS0091.Superseded values are not recommended for survey control.
 DS0091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0091.See file dsdata.txt to determine how the superseded data were derived.
 DS0091
 DS0091_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT924086(NAD 83)
 DS0091_MARKER: DB = BENCH MARK DISK
 DS0091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0091_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0091_STAMPING: L 234 1952
 DS0091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0091+STABILITY: SURFACE MOTION
 DS0091
 DS0091  HISTORY     - Date     Condition        Report By
 DS0091  HISTORY     - 1952     MONUMENTED       CGS
 DS0091  HISTORY     - 1969     GOOD             NGS
 DS0091
 DS0091                          STATION DESCRIPTION
 DS0091
 DS0091'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 DS0091'7.05 MI NW FROM OSCURO.
 DS0091'ABOUT 7.05 MILES NORTHWEST ALONG WHITE SANDS MISSILE RANGE ROUTE 12
 DS0091'FROM THE STORE AT OSCURO, 53 YARDS SOUTHWEST AND ACROSS THE ROUTE FROM
 DS0091'BUILDING NUMBER H5059, 76 FEET SOUTH OF THE CENTER LINE OF THE ROUTE,
 DS0091'38 FEET EAST OF THE EXTENDED CENTER LINE OF WHITE SANDS MISSILE RANGE
 DS0091'ROUTE 11, 87 FEET WEST OF A FENCE, 17 FEET NORTHWEST OF TELEPHONE POLE
 DS0091'NUMBER 34, 2.4 FEET NORTH OF A METAL WITNESS POST, ABOUT 1 FOOT BELOW
 DS0091'THE LEVEL OF THE ROUTE, AND SET IN THE TOP OF A CONCRETE POST WHICH
 DS0091'PROJECTS 6 INCHES ABOVE THE SURFACE OF THE GROUND. SEC 19, T 9S, R 8E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0649 ***********************************************************************
 DS0649  DESIGNATION -  L 235
 DS0649  PID         -  DS0649
 DS0649  STATE/COUNTY-  NM/SOCORRO
 DS0649  USGS QUAD   -  GREENS BABER WELL (1981)
 DS0649
 DS0649                         *CURRENT SURVEY CONTROL
 DS0649  ___________________________________________________________________
 DS0649* NAD 83(1986)-  33 38 12.     (N)    106 31 26.     (W)     SCALED    
 DS0649* NAVD 88     -      1439.005  (meters)    4721.14   (feet)  ADJUSTED  
 DS0649  ___________________________________________________________________
 DS0649  GEOID HEIGHT-         -22.27  (meters)                     GEOID03
 DS0649  DYNAMIC HT  -        1436.921 (meters)    4714.30  (feet)  COMP
 DS0649  MODELED GRAV-     979,139.3   (mgal)                       NAVD 88
 DS0649
 DS0649  VERT ORDER  -  SECOND    CLASS 0
 DS0649
 DS0649.The horizontal coordinates were scaled from a topographic map and have
 DS0649.an estimated accuracy of +/- 6 seconds.
 DS0649
 DS0649.The orthometric height was determined by differential leveling
 DS0649.and adjusted by the National Geodetic Survey in June 1991..
 DS0649
 DS0649.The geoid height was determined by GEOID03.
 DS0649
 DS0649.The dynamic height is computed by dividing the NAVD 88
 DS0649.geopotential number by the normal gravity value computed on the
 DS0649.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0649.degrees latitude (g = 980.6199 gals.).
 DS0649
 DS0649.The modeled gravity was interpolated from observed gravity values.
 DS0649
 DS0649;                    North         East    Units  Estimated Accuracy
 DS0649;SPC NM C     -   292,390.      474,590.      MT  (+/- 180 meters Scaled)
 DS0649
 DS0649                          SUPERSEDED SURVEY CONTROL
 DS0649
 DS0649  NGVD 29 (??/??/92) 1438.320  (m)         4718.89   (f) ADJ UNCH    2 0
 DS0649
 DS0649.Superseded values are not recommended for survey control.
 DS0649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0649.See file dsdata.txt to determine how the superseded data were derived.
 DS0649
 DS0649_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT586229(NAD 83)
 DS0649_MARKER: DB = BENCH MARK DISK
 DS0649_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0649_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0649_STAMPING: L 235 1952
 DS0649_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0649+STABILITY: SURFACE MOTION
 DS0649
 DS0649  HISTORY     - Date     Condition        Report By
 DS0649  HISTORY     - 1952     MONUMENTED       CGS
 DS0649
 DS0649                          STATION DESCRIPTION
 DS0649
 DS0649'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DS0649'47.95 MI W FROM CARRIZOZO.
 DS0649'14.8 MILES SOUTH ALONG U.S. HIGHWAY 54 FROM THE POST OFFICE AT
 DS0649'CARRIZOZO, THENCE 33.15 MILES NORTHWEST ALONG THE MOCKING BIRD GAP
 DS0649'ROAD, 54 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 7 FEET SOUTH
 DS0649'OF A TELEPHONE POLE, 3 FEET NORTHWEST OF A WITNESS POST, SET IN THE
 DS0649'TOP OF A CONCRETE POST WHICH PROJECTS 0.9 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0670 ***********************************************************************
 DS0670  DESIGNATION -  L 236 RESET
 DS0670  PID         -  DS0670
 DS0670  STATE/COUNTY-  NM/SOCORRO
 DS0670  USGS QUAD   -  CERRO DE LA CAMPANA (1982)
 DS0670
 DS0670                         *CURRENT SURVEY CONTROL
 DS0670  ___________________________________________________________________
 DS0670* NAD 83(1986)-  33 48 37.     (N)    106 38 39.     (W)     SCALED    
 DS0670* NAVD 88     -      1487.317  (meters)    4879.64   (feet)  POSTED    
 DS0670  ___________________________________________________________________
 DS0670  GEOID HEIGHT-         -22.28  (meters)                     GEOID03
 DS0670  DYNAMIC HT  -        1485.180 (meters)    4872.63  (feet)  COMP
 DS0670  MODELED GRAV-     979,146.3   (mgal)                       NAVD 88
 DS0670
 DS0670  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 DS0670
 DS0670.The horizontal coordinates were scaled from a topographic map and have
 DS0670.an estimated accuracy of +/- 6 seconds.
 DS0670
 DS0670.The orthometric height was determined by differential leveling
 DS0670.and adjusted by the National Geodetic Survey in 1992..
 DS0670.No vertical observational check was made to the station.
 DS0670.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 DS0670.was located on a no-check spur therefore a value was not computed.
 DS0670
 DS0670.The geoid height was determined by GEOID03.
 DS0670
 DS0670.The dynamic height is computed by dividing the NAVD 88
 DS0670.geopotential number by the normal gravity value computed on the
 DS0670.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0670.degrees latitude (g = 980.6199 gals.).
 DS0670
 DS0670.The modeled gravity was interpolated from observed gravity values.
 DS0670
 DS0670;                    North         East    Units  Estimated Accuracy
 DS0670;SPC NM C     -   311,680.      463,510.      MT  (+/- 180 meters Scaled)
 DS0670
 DS0670                          SUPERSEDED SURVEY CONTROL
 DS0670
 DS0670  NGVD 29 (??/??/92) 1486.619  (m)         4877.35   (f) ADJ UNCH    2 0
 DS0670
 DS0670.Superseded values are not recommended for survey control.
 DS0670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0670.See file dsdata.txt to determine how the superseded data were derived.
 DS0670
 DS0670_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT478423(NAD 83)
 DS0670_MARKER: DB = BENCH MARK DISK
 DS0670_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0670_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0670_STAMPING: L 236 RESET 1952
 DS0670_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0670+STABILITY: SURFACE MOTION
 DS0670
 DS0670  HISTORY     - Date     Condition        Report By
 DS0670  HISTORY     - 1952     MONUMENTED       CGS
 DS0670  HISTORY     - 1966     MARK NOT FOUND   NGS
 DS0670
 DS0670                          STATION DESCRIPTION
 DS0670
 DS0670'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DS0670'15.1 MI SE FROM SAN ANTONIO.
 DS0670'0.3 MILE NORTH ALONG U.S. HIGHWAY 85 FROM THE POST OFFICE AT SAN
 DS0670'ANTONIO, THENCE 10.0 MILES EAST ALONG U.S. HIGHWAY 380, THENCE 4.8
 DS0670'MILES SOUTH ALONG THE MOCKING BIRD GAP ROAD, 105 YARDS NORTHEAST OF
 DS0670'THE CENTER LINE OF THE ROAD, 135 FEET NORTHEAST OF THE NORTHEAST EDGE
 DS0670'OF A PROPOSED AIR STRIP, 3 FEET NORTHWEST OF A WITNESS POST, SET IN
 DS0670'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.9 FOOT ABOVE THE GROUND.
 DS0670
 DS0670                          STATION RECOVERY (1966)
 DS0670
 DS0670'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 DS0670'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0380 ***********************************************************************
 DS0380  DESIGNATION -  L 237
 DS0380  PID         -  DS0380
 DS0380  STATE/COUNTY-  NM/OTERO
 DS0380  USGS QUAD   -  MOUND SPRINGS (1982)
 DS0380
 DS0380                         *CURRENT SURVEY CONTROL
 DS0380  ___________________________________________________________________
 DS0380* NAD 83(1986)-  33 22 40.     (N)    106 17 50.     (W)     SCALED    
 DS0380* NAVD 88     -      1294.665  (meters)    4247.58   (feet)  ADJUSTED  
 DS0380  ___________________________________________________________________
 DS0380  GEOID HEIGHT-         -22.42  (meters)                     GEOID03
 DS0380  DYNAMIC HT  -        1292.804 (meters)    4241.47  (feet)  COMP
 DS0380  MODELED GRAV-     979,155.3   (mgal)                       NAVD 88
 DS0380
 DS0380  VERT ORDER  -  SECOND    CLASS 0
 DS0380
 DS0380.The horizontal coordinates were scaled from a topographic map and have
 DS0380.an estimated accuracy of +/- 6 seconds.
 DS0380
 DS0380.The orthometric height was determined by differential leveling
 DS0380.and adjusted by the National Geodetic Survey in June 1991..
 DS0380
 DS0380.The geoid height was determined by GEOID03.
 DS0380
 DS0380.The dynamic height is computed by dividing the NAVD 88
 DS0380.geopotential number by the normal gravity value computed on the
 DS0380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0380.degrees latitude (g = 980.6199 gals.).
 DS0380
 DS0380.The modeled gravity was interpolated from observed gravity values.
 DS0380
 DS0380;                    North         East    Units  Estimated Accuracy
 DS0380;SPC NM C     -   263,650.      495,610.      MT  (+/- 180 meters Scaled)
 DS0380
 DS0380                          SUPERSEDED SURVEY CONTROL
 DS0380
 DS0380  NGVD 29 (??/??/92) 1294.022  (m)         4245.47   (f) ADJ UNCH    2 0
 DS0380
 DS0380.Superseded values are not recommended for survey control.
 DS0380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0380.See file dsdata.txt to determine how the superseded data were derived.
 DS0380
 DS0380_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS793939(NAD 83)
 DS0380_MARKER: DB = BENCH MARK DISK
 DS0380_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0380_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0380_STAMPING: L 237 1952
 DS0380_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0380+STABILITY: SURFACE MOTION
 DS0380
 DS0380  HISTORY     - Date     Condition        Report By
 DS0380  HISTORY     - 1952     MONUMENTED       CGS
 DS0380  HISTORY     - 1967     GOOD             NGS
 DS0380  HISTORY     - 1975     MARK NOT FOUND   USGS
 DS0380
 DS0380                          STATION DESCRIPTION
 DS0380
 DS0380'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 DS0380'12.5 MI WNW FROM THREE RIVERS.
 DS0380'THE MARK IS ABOUT 25 MILES NORTH-NORTHWEST OF TULAROSA, 16 MILES
 DS0380'SOUTHWEST OF OSCURO, 12-1/2 MILES WEST-NORTHWEST OF THREE RIVERS ON
 DS0380'THE NORTHEAST SIDE OF A NORTHWEST-SOUTHEAST DIRT ROAD.  THE MARK IS A
 DS0380'STANDARD DISK, SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN
 DS0380'DIAMETER, THAT IS FLUSH WITH THE GROUND.  IT IS 12.0 FEET EAST OF THE
 DS0380'CENTERLINE OF THE DIRT ROAD, 66.0 FEET WEST OF A TELEPHONE LINE POLE
 DS0380'NO. 303, 3.6 FEET SOUTH OF A WOODEN WITNESS POST AND 3.0 FEET NORTH OF
 DS0380'ANOTHER WOODEN WITNESS POST.  NOTE-- THIS MARK WAS ESTABLISHED AS AN
 DS0380'AZIMUTH MARK FOR TRIANGULATION STATION ARMY 7.
 DS0380
 DS0380                          STATION RECOVERY (1975)
 DS0380
 DS0380'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 DS0380'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0436 ***********************************************************************
 DS0436  DESIGNATION -  L 238
 DS0436  PID         -  DS0436
 DS0436  STATE/COUNTY-  NM/SOCORRO
 DS0436  USGS QUAD   -  LUMLEY LAKE NW (1982)
 DS0436
 DS0436                         *CURRENT SURVEY CONTROL
 DS0436  ___________________________________________________________________
 DS0436* NAD 83(1986)-  33 11 28.     (N)    106 28 11.     (W)     SCALED    
 DS0436* NAVD 88     -      1227.899  (meters)    4028.53   (feet)  ADJUSTED  
 DS0436  ___________________________________________________________________
 DS0436  GEOID HEIGHT-         -22.87  (meters)                     GEOID03
 DS0436  DYNAMIC HT  -        1226.138 (meters)    4022.75  (feet)  COMP
 DS0436  MODELED GRAV-     979,161.5   (mgal)                       NAVD 88
 DS0436
 DS0436  VERT ORDER  -  SECOND    CLASS 0
 DS0436
 DS0436.The horizontal coordinates were scaled from a topographic map and have
 DS0436.an estimated accuracy of +/- 6 seconds.
 DS0436
 DS0436.The orthometric height was determined by differential leveling
 DS0436.and adjusted by the National Geodetic Survey in June 1991..
 DS0436
 DS0436.The geoid height was determined by GEOID03.
 DS0436
 DS0436.The dynamic height is computed by dividing the NAVD 88
 DS0436.geopotential number by the normal gravity value computed on the
 DS0436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0436.degrees latitude (g = 980.6199 gals.).
 DS0436
 DS0436.The modeled gravity was interpolated from observed gravity values.
 DS0436
 DS0436;                    North         East    Units  Estimated Accuracy
 DS0436;SPC NM C     -   242,970.      479,510.      MT  (+/- 180 meters Scaled)
 DS0436
 DS0436                          SUPERSEDED SURVEY CONTROL
 DS0436
 DS0436  NGVD 29 (??/??/92) 1227.285  (m)         4026.52   (f) ADJ UNCH    2 0
 DS0436
 DS0436.Superseded values are not recommended for survey control.
 DS0436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0436.See file dsdata.txt to determine how the superseded data were derived.
 DS0436
 DS0436_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS629734(NAD 83)
 DS0436_MARKER: DB = BENCH MARK DISK
 DS0436_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0436_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0436_STAMPING: L 238 1952
 DS0436_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0436+STABILITY: SURFACE MOTION
 DS0436
 DS0436  HISTORY     - Date     Condition        Report By
 DS0436  HISTORY     - 1952     MONUMENTED       CGS
 DS0436
 DS0436                          STATION DESCRIPTION
 DS0436
 DS0436'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DS0436'30.6 MI W FROM TULAROSA.
 DS0436'28.3 MILES WEST ALONG OLD STATE HIGHWAY 52 FROM THE SOUTHERN PACIFIC
 DS0436'RAILROAD STATION AT TULAROSA, THENCE 2.3 MILES NORTH ALONG A TRACK
 DS0436'ROAD, 0.1 MILE SOUTH OF A TELEPHONE LINE LEADING WEST, 49 FEET WEST OF
 DS0436'THE CENTER LINE OF THE ROAD, 3 FEET EAST OF A WITNESS POST, SET IN THE
 DS0436'TOP OF A CONCRTE POST WHICH PROJECTS 0.8 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0413 ***********************************************************************
 DS0413  DESIGNATION -  L 239
 DS0413  PID         -  DS0413
 DS0413  STATE/COUNTY-  NM/OTERO
 DS0413  USGS QUAD   -  TULAROSA PEAK (1981)
 DS0413
 DS0413                         *CURRENT SURVEY CONTROL
 DS0413  ___________________________________________________________________
 DS0413* NAD 83(1986)-  33 01 13.     (N)    106 08 30.     (W)     SCALED    
 DS0413* NAVD 88     -      1261.502  (meters)    4138.78   (feet)  ADJUSTED  
 DS0413  ___________________________________________________________________
 DS0413  GEOID HEIGHT-         -22.65  (meters)                     GEOID03
 DS0413  DYNAMIC HT  -        1259.687 (meters)    4132.82  (feet)  COMP
 DS0413  MODELED GRAV-     979,155.5   (mgal)                       NAVD 88
 DS0413
 DS0413  VERT ORDER  -  SECOND    CLASS 0
 DS0413
 DS0413.The horizontal coordinates were scaled from a topographic map and have
 DS0413.an estimated accuracy of +/- 6 seconds.
 DS0413
 DS0413.The orthometric height was determined by differential leveling
 DS0413.and adjusted by the National Geodetic Survey in June 1991..
 DS0413
 DS0413.The geoid height was determined by GEOID03.
 DS0413
 DS0413.The dynamic height is computed by dividing the NAVD 88
 DS0413.geopotential number by the normal gravity value computed on the
 DS0413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0413.degrees latitude (g = 980.6199 gals.).
 DS0413
 DS0413.The modeled gravity was interpolated from observed gravity values.
 DS0413
 DS0413;                    North         East    Units  Estimated Accuracy
 DS0413;SPC NM C     -   224,010.      510,120.      MT  (+/- 180 meters Scaled)
 DS0413
 DS0413                          SUPERSEDED SURVEY CONTROL
 DS0413
 DS0413  NGVD 29 (??/??/92) 1260.906  (m)         4136.82   (f) ADJ UNCH    2 0
 DS0413
 DS0413.Superseded values are not recommended for survey control.
 DS0413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0413.See file dsdata.txt to determine how the superseded data were derived.
 DS0413
 DS0413_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS933541(NAD 83)
 DS0413_MARKER: DB = BENCH MARK DISK
 DS0413_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0413_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0413_STAMPING: L 239 1952
 DS0413_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0413+STABILITY: SURFACE MOTION
 DS0413
 DS0413  HISTORY     - Date     Condition        Report By
 DS0413  HISTORY     - 1952     MONUMENTED       CGS
 DS0413
 DS0413                          STATION DESCRIPTION
 DS0413
 DS0413'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DS0413'10.85 MI SW FROM TULAROSA.
 DS0413'6.75 MILES WEST ALONG OLD STATE HIGHWAY 52 FROM THE SOUTHERN PACIFIC
 DS0413'RAILROAD STATION AT TULAROSA, THENCE 4.1 MILES SOUTH ALONG A GRAVELED
 DS0413'ROAD, 77 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 3 FEET
 DS0413'SOUTHEAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 DS0413'PROJECTS 0.9 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0115 ***********************************************************************
 CX0115  DESIGNATION -  L 240
 CX0115  PID         -  CX0115
 CX0115  STATE/COUNTY-  NM/OTERO
 CX0115  USGS QUAD   -  GARTON LAKE (1982)
 CX0115
 CX0115                         *CURRENT SURVEY CONTROL
 CX0115  ___________________________________________________________________
 CX0115* NAD 83(1986)-  32 46 43.     (N)    106 10 19.     (W)     SCALED    
 CX0115* NAVD 88     -      1217.623  (meters)    3994.82   (feet)  ADJUSTED  
 CX0115  ___________________________________________________________________
 CX0115  GEOID HEIGHT-         -23.08  (meters)                     GEOID03
 CX0115  DYNAMIC HT  -        1215.859 (meters)    3989.03  (feet)  COMP
 CX0115  MODELED GRAV-     979,147.6   (mgal)                       NAVD 88
 CX0115
 CX0115  VERT ORDER  -  SECOND    CLASS 0
 CX0115
 CX0115.The horizontal coordinates were scaled from a topographic map and have
 CX0115.an estimated accuracy of +/- 6 seconds.
 CX0115
 CX0115.The orthometric height was determined by differential leveling
 CX0115.and adjusted by the National Geodetic Survey in June 1991..
 CX0115
 CX0115.The geoid height was determined by GEOID03.
 CX0115
 CX0115.The dynamic height is computed by dividing the NAVD 88
 CX0115.geopotential number by the normal gravity value computed on the
 CX0115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0115.degrees latitude (g = 980.6199 gals.).
 CX0115
 CX0115.The modeled gravity was interpolated from observed gravity values.
 CX0115
 CX0115;                    North         East    Units  Estimated Accuracy
 CX0115;SPC NM C     -   197,200.      507,310.      MT  (+/- 180 meters Scaled)
 CX0115
 CX0115                          SUPERSEDED SURVEY CONTROL
 CX0115
 CX0115  NGVD 29 (??/??/92) 1217.049  (m)         3992.93   (f) ADJ UNCH    2 0
 CX0115
 CX0115.Superseded values are not recommended for survey control.
 CX0115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0115.See file dsdata.txt to determine how the superseded data were derived.
 CX0115
 CX0115_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS902273(NAD 83)
 CX0115_MARKER: DB = BENCH MARK DISK
 CX0115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX0115_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CX0115_STAMPING: L 240 1952
 CX0115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX0115+STABILITY: SURFACE MOTION
 CX0115
 CX0115  HISTORY     - Date     Condition        Report By
 CX0115  HISTORY     - 1952     MONUMENTED       CGS
 CX0115
 CX0115                          STATION DESCRIPTION
 CX0115
 CX0115'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CX0115'15.2 MI SW FROM ALAMOGORDO.
 CX0115'15.2 MILES SOUTHWEST ALONG U.S. HIGHWAY 70 FROM THE POST OFFICE AT
 CX0115'ALAMOGORDO, 94 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 85
 CX0115'FEET SOUTHWEST OF A FLAGPOLE, 54 FEET NORTHEAST OF THE SOUTHWEST
 CX0115'ENTRANCE TO THE WHITE SANDS NATIONAL MONUMENT 1.7 FEET SOUTHEAST OF A
 CX0115'3 FOOT ADOBE WALL, 3 FEET NORTHEAST OF A WITNESS POST, SET IN THE TOP
 CX0115'OF A CONCRETE POST WHICH PROJECT 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0800 ***********************************************************************
 CX0800  DESIGNATION -  L 241
 CX0800  PID         -  CX0800
 CX0800  STATE/COUNTY-  NM/DONA ANA
 CX0800  USGS QUAD   -  HEMBRILLO CANYON (1981)
 CX0800
 CX0800                         *CURRENT SURVEY CONTROL
 CX0800  ___________________________________________________________________
 CX0800* NAD 83(1986)-  32 58 02.     (N)    106 30 54.     (W)     SCALED    
 CX0800* NAVD 88     -      1206.354  (meters)    3957.85   (feet)  ADJUSTED  
 CX0800  ___________________________________________________________________
 CX0800  GEOID HEIGHT-         -23.06  (meters)                     GEOID03
 CX0800  DYNAMIC HT  -        1204.620 (meters)    3952.16  (feet)  COMP
 CX0800  MODELED GRAV-     979,159.4   (mgal)                       NAVD 88
 CX0800
 CX0800  VERT ORDER  -  SECOND    CLASS 0
 CX0800
 CX0800.The horizontal coordinates were scaled from a topographic map and have
 CX0800.an estimated accuracy of +/- 6 seconds.
 CX0800
 CX0800.The orthometric height was determined by differential leveling
 CX0800.and adjusted by the National Geodetic Survey in June 1991..
 CX0800
 CX0800.The geoid height was determined by GEOID03.
 CX0800
 CX0800.The dynamic height is computed by dividing the NAVD 88
 CX0800.geopotential number by the normal gravity value computed on the
 CX0800.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0800.degrees latitude (g = 980.6199 gals.).
 CX0800
 CX0800.The modeled gravity was interpolated from observed gravity values.
 CX0800
 CX0800;                    North         East    Units  Estimated Accuracy
 CX0800;SPC NM C     -   218,150.      475,230.      MT  (+/- 180 meters Scaled)
 CX0800
 CX0800                          SUPERSEDED SURVEY CONTROL
 CX0800
 CX0800  NGVD 29 (??/??/92) 1205.765  (m)         3955.91   (f) ADJ UNCH    2 0
 CX0800
 CX0800.Superseded values are not recommended for survey control.
 CX0800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0800.See file dsdata.txt to determine how the superseded data were derived.
 CX0800
 CX0800_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS584486(NAD 83)
 CX0800_MARKER: DB = BENCH MARK DISK
 CX0800_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX0800_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CX0800_STAMPING: L 241 1952
 CX0800_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX0800+STABILITY: SURFACE MOTION
 CX0800
 CX0800  HISTORY     - Date     Condition        Report By
 CX0800  HISTORY     - 1952     MONUMENTED       CGS
 CX0800  HISTORY     - 1979     GOOD             USGS
 CX0800
 CX0800                          STATION DESCRIPTION
 CX0800
 CX0800'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CX0800'42.3 MI SW FROM TULAROSA.
 CX0800'28.3 MILES WEST ALONG OLD STATE HIGHWAY 52 FROM THE SOUTHERN PACIFIC
 CX0800'RAILROAD STATION AT TULAROSA, THENCE 14.0 MILES SOUTH ALONG A TRACK
 CX0800'ROAD, 37 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 3 FEET SOUTH
 CX0800'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 CX0800'0.8 FOOT ABOVE THE GROUND.
 CX0800
 CX0800                          STATION RECOVERY (1979)
 CX0800
 CX0800'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 CX0800'TO REACH FROM THE JUNCTION OF WSMR HIGHWAYS 6 AND 7 AT RHODES CANYON
 CX0800'RANGE CENTER GO SOUTHWARD ON HWY. 7 FOR 14.0 MI. TO THE MARK 156 FT.
 CX0800'W OF THE CENTER OF THE HWY., 88 FT. N OF A DOUBLE PHONE POLE ON THE
 CX0800'LEFT, AND 0.65 MI. N OF A GRADED T-RD. E. A STANDARD DISC SET IN A
 CX0800'CONCRETE POST AND STAMPED L 241 1952.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0060 ***********************************************************************
 CX0060  DESIGNATION -  L 242
 CX0060  PID         -  CX0060
 CX0060  STATE/COUNTY-  NM/DONA ANA
 CX0060  USGS QUAD   -  LAKE LUCERO (1982)
 CX0060
 CX0060                         *CURRENT SURVEY CONTROL
 CX0060  ___________________________________________________________________
 CX0060* NAD 83(1986)-  32 40 33.     (N)    106 27 33.     (W)     SCALED    
 CX0060* NAVD 88     -      1226.071  (meters)    4022.53   (feet)  ADJUSTED  
 CX0060  ___________________________________________________________________
 CX0060  GEOID HEIGHT-         -23.19  (meters)                     GEOID03
 CX0060  DYNAMIC HT  -        1224.291 (meters)    4016.69  (feet)  COMP
 CX0060  MODELED GRAV-     979,144.2   (mgal)                       NAVD 88
 CX0060
 CX0060  VERT ORDER  -  SECOND    CLASS 0
 CX0060
 CX0060.The horizontal coordinates were scaled from a topographic map and have
 CX0060.an estimated accuracy of +/- 6 seconds.
 CX0060
 CX0060.The orthometric height was determined by differential leveling
 CX0060.and adjusted by the National Geodetic Survey in June 1991..
 CX0060
 CX0060.The geoid height was determined by GEOID03.
 CX0060
 CX0060.The dynamic height is computed by dividing the NAVD 88
 CX0060.geopotential number by the normal gravity value computed on the
 CX0060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0060.degrees latitude (g = 980.6199 gals.).
 CX0060
 CX0060.The modeled gravity was interpolated from observed gravity values.
 CX0060
 CX0060;                    North         East    Units  Estimated Accuracy
 CX0060;SPC NM C     -   185,820.      480,380.      MT  (+/- 180 meters Scaled)
 CX0060
 CX0060                          SUPERSEDED SURVEY CONTROL
 CX0060
 CX0060  NGVD 29 (??/??/92) 1225.498  (m)         4020.65   (f) ADJ UNCH    2 0
 CX0060
 CX0060.Superseded values are not recommended for survey control.
 CX0060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0060.See file dsdata.txt to determine how the superseded data were derived.
 CX0060
 CX0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS631162(NAD 83)
 CX0060_MARKER: DB = BENCH MARK DISK
 CX0060_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CX0060_SP_SET: MONUMENT
 CX0060_STAMPING: L 242 1952
 CX0060_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX0060
 CX0060  HISTORY     - Date     Condition        Report By
 CX0060  HISTORY     - 1952     MONUMENTED       CGS
 CX0060  HISTORY     - 1968     GOOD             NGS
 CX0060
 CX0060                          STATION DESCRIPTION
 CX0060
 CX0060'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CX0060'21.4 MI N FROM WSMR HEADQUARTERS.
 CX0060'4.2 MILES NORTH ALONG MAIN ACCESS ROAD FROM WHITE SANDS MISSILE RANGE
 CX0060'HEADQUARTERS.  THENCE 4.6 MILES NORTHEAST ALONG U.S. HIGHWAY 70.
 CX0060'THENCE 15.0 MILES WEST AND NORTH ALONG WSMR ROUTE 7.  THENCE 0.25 MILE
 CX0060'SOUTHEAST ALONG A PAVED ROAD.  IT IS 147.5 FEET SOUTHWEST OF A
 CX0060'TELEPHONE POLE, 119.5 FEET SOUTH OF A TELEPHONE POLE, 96 FEET
 CX0060'NORTHEAST OF THE CENTERLINE OF THE PAVED ROAD, 62 FEET SOUTHWEST OF
 CX0060'THE CENTERLINE OF A TRACK ROAD, 2.5 FEET NORTH OF A 4X4 WOODEN WITNESS
 CX0060'POST, SET IN THE TOP OF A CONCRETE MONUMENT, 12 INCHES IN DIAMETER,
 CX0060'THAT PROJECTS ABOUT 0.5 FOOT ABOVE THE SURFACE OF THE GROUND AND ABOUT
 CX0060'LEVEL WITH THE PAVED ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0540 ***********************************************************************
 CX0540  DESIGNATION -  L 243
 CX0540  PID         -  CX0540
 CX0540  STATE/COUNTY-  NM/DONA ANA
 CX0540  USGS QUAD   -  WHITE SANDS (1955)
 CX0540
 CX0540                         *CURRENT SURVEY CONTROL
 CX0540  ___________________________________________________________________
 CX0540* NAD 83(1986)-  32 24 05.     (N)    106 24 58.     (W)     SCALED    
 CX0540* NAVD 88     -      1204.530  (meters)    3951.86   (feet)  POSTED    
 CX0540  ___________________________________________________________________
 CX0540  GEOID HEIGHT-         -23.72  (meters)                     GEOID03
 CX0540  DYNAMIC HT  -        1202.720 (meters)    3945.92  (feet)  COMP
 CX0540  MODELED GRAV-     979,095.3   (mgal)                       NAVD 88
 CX0540
 CX0540  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 CX0540
 CX0540.The horizontal coordinates were scaled from a topographic map and have
 CX0540.an estimated accuracy of +/- 6 seconds.
 CX0540
 CX0540.The orthometric height was determined by differential leveling
 CX0540.and adjusted by the National Geodetic Survey in 1992..
 CX0540.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 CX0540.rate greater than 8.0 mm/km.
 CX0540
 CX0540.The geoid height was determined by GEOID03.
 CX0540
 CX0540.The dynamic height is computed by dividing the NAVD 88
 CX0540.geopotential number by the normal gravity value computed on the
 CX0540.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0540.degrees latitude (g = 980.6199 gals.).
 CX0540
 CX0540.The modeled gravity was interpolated from observed gravity values.
 CX0540
 CX0540;                    North         East    Units  Estimated Accuracy
 CX0540;SPC NM C     -   155,390.      484,370.      MT  (+/- 180 meters Scaled)
 CX0540
 CX0540                          SUPERSEDED SURVEY CONTROL
 CX0540
 CX0540  NGVD 29 (??/??/92) 1203.921  (m)         3949.86   (f) ADJ UNCH    2 0
 CX0540
 CX0540.Superseded values are not recommended for survey control.
 CX0540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0540.See file dsdata.txt to determine how the superseded data were derived.
 CX0540
 CX0540_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR668858(NAD 83)
 CX0540_MARKER: DB = BENCH MARK DISK
 CX0540_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX0540_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CX0540_STAMPING: L 243 1952
 CX0540_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX0540+STABILITY: SURFACE MOTION
 CX0540
 CX0540  HISTORY     - Date     Condition        Report By
 CX0540  HISTORY     - 1952     MONUMENTED       CGS
 CX0540
 CX0540                          STATION DESCRIPTION
 CX0540
 CX0540'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CX0540'45.25 MI SW FROM ALAMOGORDO.
 CX0540'41.2 MILES SOUTHWEST ALONG U.S. HIGHWAY 70 FROM THE POST OFFICE AT
 CX0540'ALAMOGORDO, THENCE 4.05 MILES SOUTH ALONG A TRACK ROAD, 89 FEET
 CX0540'SOUTHWEST OF THE CENTER LINE OF THE ROAD, 89 FEET SOUTHWEST OF A
 CX0540'TELEPHONE LINE CROSSING, 60 FEET SOUTH OF THE CENTER LINE OF A TRACK
 CX0540'ROAD LEADING WEST, 3 FEET NORTHWEST OF A WITNESS POST, SET IN THE TOP
 CX0540'OF A CONCRETE POST WHICH PROJECTS 0.9 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0594 ***********************************************************************
 CX0594  DESIGNATION -  L 244
 CX0594  PID         -  CX0594
 CX0594  STATE/COUNTY-  NM/OTERO
 CX0594  USGS QUAD   -  WHITE SANDS NE (1955)
 CX0594
 CX0594                         *CURRENT SURVEY CONTROL
 CX0594  ___________________________________________________________________
 CX0594* NAD 83(1986)-  32 24 38.     (N)    106 22 13.     (W)     SCALED    
 CX0594* NAVD 88     -      1213.797  (meters)    3982.27   (feet)  ADJUSTED  
 CX0594  ___________________________________________________________________
 CX0594  GEOID HEIGHT-         -23.72  (meters)                     GEOID03
 CX0594  DYNAMIC HT  -        1211.977 (meters)    3976.29  (feet)  COMP
 CX0594  MODELED GRAV-     979,097.8   (mgal)                       NAVD 88
 CX0594
 CX0594  VERT ORDER  -  SECOND    CLASS 0
 CX0594
 CX0594.The horizontal coordinates were scaled from a topographic map and have
 CX0594.an estimated accuracy of +/- 6 seconds.
 CX0594
 CX0594.The orthometric height was determined by differential leveling
 CX0594.and adjusted by the National Geodetic Survey in June 1991..
 CX0594
 CX0594.The geoid height was determined by GEOID03.
 CX0594
 CX0594.The dynamic height is computed by dividing the NAVD 88
 CX0594.geopotential number by the normal gravity value computed on the
 CX0594.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0594.degrees latitude (g = 980.6199 gals.).
 CX0594
 CX0594.The modeled gravity was interpolated from observed gravity values.
 CX0594
 CX0594;                    North         East    Units  Estimated Accuracy
 CX0594;SPC NM C     -   156,400.      488,690.      MT  (+/- 180 meters Scaled)
 CX0594
 CX0594                          SUPERSEDED SURVEY CONTROL
 CX0594
 CX0594  NGVD 29 (??/??/92) 1213.210  (m)         3980.34   (f) ADJ UNCH    2 0
 CX0594
 CX0594.Superseded values are not recommended for survey control.
 CX0594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0594.See file dsdata.txt to determine how the superseded data were derived.
 CX0594
 CX0594_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR711867(NAD 83)
 CX0594_MARKER: DB = BENCH MARK DISK
 CX0594_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX0594_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CX0594_STAMPING: L 244 1952
 CX0594_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX0594+STABILITY: SURFACE MOTION
 CX0594
 CX0594  HISTORY     - Date     Condition        Report By
 CX0594  HISTORY     - 1952     MONUMENTED       CGS
 CX0594
 CX0594                          STATION DESCRIPTION
 CX0594
 CX0594'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CX0594'49.2 MI SW FROM ALAMOGORDO.
 CX0594'41.2 MILES SOUTHWEST ALONG U.S. HIGHWAY 70 FROM THE POST OFFICE AT
 CX0594'ALAMOGORDO, THENCE 4.6 MILES SOUTH ALONG A TRACK ROAD, THENCE 2.4
 CX0594'MILES EAST ALONG AN OILED ROAD, THENCE 1.0 MILE NORTHEAST ALONG A
 CX0594'SANDY TRACK ROAD, 31 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 18
 CX0594'FEET NORTH OF A TELEPHONE POLE, 3 FEET SOUTH OF A WITNESS POST, SET IN
 CX0594'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.9 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0685 ***********************************************************************
 CX0685  DESIGNATION -  L 245
 CX0685  PID         -  CX0685
 CX0685  STATE/COUNTY-  NM/DONA ANA
 CX0685  USGS QUAD   -  SAN MIGUEL (1955)
 CX0685
 CX0685                         *CURRENT SURVEY CONTROL
 CX0685  ___________________________________________________________________
 CX0685* NAD 83(1986)-  32 08 12.     (N)    106 40 46.     (W)     SCALED    
 CX0685* NAVD 88     -      1167.561  (meters)    3830.57   (feet)  ADJUSTED  
 CX0685  ___________________________________________________________________
 CX0685  GEOID HEIGHT-         -23.88  (meters)                     GEOID03
 CX0685  DYNAMIC HT  -        1165.846 (meters)    3824.95  (feet)  COMP
 CX0685  MODELED GRAV-     979,129.6   (mgal)                       NAVD 88
 CX0685
 CX0685  VERT ORDER  -  FIRST     CLASS II
 CX0685
 CX0685.The horizontal coordinates were scaled from a topographic map and have
 CX0685.an estimated accuracy of +/- 6 seconds.
 CX0685
 CX0685.The orthometric height was determined by differential leveling
 CX0685.and adjusted by the National Geodetic Survey in June 1991..
 CX0685
 CX0685.The geoid height was determined by GEOID03.
 CX0685
 CX0685.The dynamic height is computed by dividing the NAVD 88
 CX0685.geopotential number by the normal gravity value computed on the
 CX0685.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0685.degrees latitude (g = 980.6199 gals.).
 CX0685
 CX0685.The modeled gravity was interpolated from observed gravity values.
 CX0685
 CX0685;                    North         East    Units  Estimated Accuracy
 CX0685;SPC NM C     -   126,100.      459,490.      MT  (+/- 180 meters Scaled)
 CX0685
 CX0685                          SUPERSEDED SURVEY CONTROL
 CX0685
 CX0685  NGVD 29 (??/??/92) 1167.032  (m)         3828.84   (f) ADJ UNCH    1 2
 CX0685
 CX0685.Superseded values are not recommended for survey control.
 CX0685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0685.See file dsdata.txt to determine how the superseded data were derived.
 CX0685
 CX0685_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR415568(NAD 83)
 CX0685_MARKER: DB = BENCH MARK DISK
 CX0685_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX0685_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CX0685_STAMPING: L 245 1952
 CX0685_PROJECTION: PROJECTING 16 CENTIMETERS
 CX0685_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX0685+STABILITY: SURFACE MOTION
 CX0685
 CX0685  HISTORY     - Date     Condition        Report By
 CX0685  HISTORY     - 1952     MONUMENTED       CGS
 CX0685  HISTORY     - 1954     GOOD             NGS
 CX0685  HISTORY     - 1981     GOOD             NGS
 CX0685
 CX0685                          STATION DESCRIPTION
 CX0685
 CX0685'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CX0685'2.1 MI SE FROM MESQUITE.
 CX0685'2.1 MILES SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 CX0685'FROM THE STATION AT MESQUITE, 34.3 FEET NORTHEAST OF THE NORTHEAST
 CX0685'RAIL, 52 FEET SOUTHWEST OF THE CENTER LINE OF U.S. HIGHWAYS 80 AND 85,
 CX0685'8 FEET SOUTH OF MILEPOST 1126, 6.8 FEET SOUTHWEST OF A FENCE, 1.5 FEET
 CX0685'NORTHWEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 CX0685'PROJECTS 0.7 FOOT ABOVE THE GROUND.
 CX0685
 CX0685                          STATION RECOVERY (1954)
 CX0685
 CX0685'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 CX0685'RECOVERED IN GOOD CONDITION.
 CX0685
 CX0685                          STATION RECOVERY (1981)
 CX0685
 CX0685'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CX0685'2.7 KM (1.7 MI) NORTHWESTERLY ALONG STATE HIGHWAY 478 FROM THE POST
 CX0685'OFFICE IN VADO, OR 3.2 KM (2.0 MI) SOUTHEAST ALONG STATE HIGHWAY
 CX0685'478 FROM THE POST OFFICE IN MESQUITE, O.4 KM (0.25 MI) NORTHWEST
 CX0685'OF MILE POST 10, 18.3 METERS (60.0 FT) NORTH-NORTHWEST OF
 CX0685'RAILROAD MILE POST 1126, 15.8 METERS (52.0 FT) SOUTHWEST
 CX0685'OF THE CENTERLINE OF THE HIGHWAY, 10.4 METERS (34.3 FT) NORTHEAST
 CX0685'OF THE NEAR RAIL OF THE ATCHISON TOPEKA AND SANTA FE RAILROAD AND
 CX0685'2.4 METERS (8.0 FT) SOUTH OF A UTILITY POLE.
 CX0685'THE MARK IS 0.5 METERS  E FROM A WITNESS POST.
 CX0685'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0651 ***********************************************************************
 CX0651  DESIGNATION -  L 246
 CX0651  PID         -  CX0651
 CX0651  STATE/COUNTY-  NM/DONA ANA
 CX0651  USGS QUAD   -  DONA ANA (1978)
 CX0651
 CX0651                         *CURRENT SURVEY CONTROL
 CX0651  ___________________________________________________________________
 CX0651* NAD 83(1986)-  32 23 49.     (N)    106 49 57.     (W)     SCALED    
 CX0651* NAVD 88     -      1196.448  (meters)    3925.35   (feet)  ADJUSTED  
 CX0651  ___________________________________________________________________
 CX0651  GEOID HEIGHT-         -23.86  (meters)                     GEOID03
 CX0651  DYNAMIC HT  -        1194.678 (meters)    3919.54  (feet)  COMP
 CX0651  MODELED GRAV-     979,118.1   (mgal)                       NAVD 88
 CX0651
 CX0651  VERT ORDER  -  FIRST     CLASS II
 CX0651
 CX0651.The horizontal coordinates were scaled from a topographic map and have
 CX0651.an estimated accuracy of +/- 6 seconds.
 CX0651
 CX0651.The orthometric height was determined by differential leveling
 CX0651.and adjusted by the National Geodetic Survey in June 1991..
 CX0651
 CX0651.The geoid height was determined by GEOID03.
 CX0651
 CX0651.The dynamic height is computed by dividing the NAVD 88
 CX0651.geopotential number by the normal gravity value computed on the
 CX0651.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0651.degrees latitude (g = 980.6199 gals.).
 CX0651
 CX0651.The modeled gravity was interpolated from observed gravity values.
 CX0651
 CX0651;                    North         East    Units  Estimated Accuracy
 CX0651;SPC NM C     -   155,030.      445,200.      MT  (+/- 180 meters Scaled)
 CX0651
 CX0651                          SUPERSEDED SURVEY CONTROL
 CX0651
 CX0651  NGVD 29 (??/??/92) 1195.887  (m)         3923.51   (f) ADJ UNCH    1 2
 CX0651
 CX0651.Superseded values are not recommended for survey control.
 CX0651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0651.See file dsdata.txt to determine how the superseded data were derived.
 CX0651
 CX0651_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR276859(NAD 83)
 CX0651_MARKER: DB = BENCH MARK DISK
 CX0651_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX0651_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CX0651_STAMPING: L 246 1952
 CX0651_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX0651+STABILITY: SURFACE MOTION
 CX0651
 CX0651  HISTORY     - Date     Condition        Report By
 CX0651  HISTORY     - 1952     MONUMENTED       CGS
 CX0651  HISTORY     - 1974     MARK NOT FOUND   USGS
 CX0651  HISTORY     - 1981     MARK NOT FOUND   NGS
 CX0651
 CX0651                          STATION DESCRIPTION
 CX0651
 CX0651'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CX0651'1.05 MI NW FROM DONA ANA.
 CX0651'1.05 MILES NORTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 CX0651'FROM THE STATION AT DONA ANA, 4 POLES NORTHWEST OF MILEPOST 1106, 53
 CX0651'FEET NORTHEAST OF A POWER POLE, 38.5 FEET SOUTHWEST OF THE SOUTHWEST
 CX0651'RAIL, 8.1 FEET NORTHEAST OF A FENCE, 27.5 FEET NORTHEAST OF THE CENTER
 CX0651'LINE OF AN OILED ROAD.  1 FOOT SOUTHWEST OF A WITNESS POST, ACROSS THE
 CX0651'ROAD FROM A FARMHOUSE, SET IN THE TOP OF A CONCRETE POST WHICH
 CX0651'PROJECTS 0.7 FOOT ABOVE THE GROUND.
 CX0651
 CX0651                          STATION RECOVERY (1974)
 CX0651
 CX0651'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 CX0651'MARK NOT FOUND.
 CX0651
 CX0651                          STATION RECOVERY (1981)
 CX0651
 CX0651'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CX0651'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0793 ***********************************************************************
 CX0793  DESIGNATION -  L 247
 CX0793  PID         -  CX0793
 CX0793  STATE/COUNTY-  NM/DONA ANA
 CX0793  USGS QUAD   -  SELDEN CANYON (1982)
 CX0793
 CX0793                         *CURRENT SURVEY CONTROL
 CX0793  ___________________________________________________________________
 CX0793* NAD 83(1986)-  32 31 32.     (N)    106 58 57.     (W)     SCALED    
 CX0793* NAVD 88     -      1214.893  (meters)    3985.86   (feet)  ADJUSTED  
 CX0793  ___________________________________________________________________
 CX0793  GEOID HEIGHT-         -23.79  (meters)                     GEOID03
 CX0793  DYNAMIC HT  -        1213.111 (meters)    3980.01  (feet)  COMP
 CX0793  MODELED GRAV-     979,130.5   (mgal)                       NAVD 88
 CX0793
 CX0793  VERT ORDER  -  FIRST     CLASS II
 CX0793
 CX0793.The horizontal coordinates were scaled from a topographic map and have
 CX0793.an estimated accuracy of +/- 6 seconds.
 CX0793
 CX0793.The orthometric height was determined by differential leveling
 CX0793.and adjusted by the National Geodetic Survey in June 1991..
 CX0793
 CX0793.The geoid height was determined by GEOID03.
 CX0793
 CX0793.The dynamic height is computed by dividing the NAVD 88
 CX0793.geopotential number by the normal gravity value computed on the
 CX0793.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0793.degrees latitude (g = 980.6199 gals.).
 CX0793
 CX0793.The modeled gravity was interpolated from observed gravity values.
 CX0793
 CX0793;                    North         East    Units  Estimated Accuracy
 CX0793;SPC NM C     -   169,380.      431,190.      MT  (+/- 180 meters Scaled)
 CX0793
 CX0793                          SUPERSEDED SURVEY CONTROL
 CX0793
 CX0793  NGVD 29 (??/??/92) 1214.328  (m)         3984.01   (f) ADJ UNCH    1 2
 CX0793
 CX0793.Superseded values are not recommended for survey control.
 CX0793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0793.See file dsdata.txt to determine how the superseded data were derived.
 CX0793
 CX0793_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS138004(NAD 83)
 CX0793_MARKER: DB = BENCH MARK DISK
 CX0793_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX0793_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CX0793_STAMPING: L 247 1952
 CX0793_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX0793+STABILITY: SURFACE MOTION
 CX0793
 CX0793  HISTORY     - Date     Condition        Report By
 CX0793  HISTORY     - 1952     MONUMENTED       CGS
 CX0793  HISTORY     - 1973     MARK NOT FOUND   USGS
 CX0793
 CX0793                          STATION DESCRIPTION
 CX0793
 CX0793'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CX0793'12.6 MI SE FROM RINCON.
 CX0793'12.6 MILES SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 CX0793'FROM THE STATION AT RINCON, 3 POLES NORTH OF MILEPOST 1092, AT TRESTLE
 CX0793'1091 G, 14 FEET WEST OF THE WEST RAIL, 3.3 FEET SOUTHWEST OF THE
 CX0793'NORTHWEST CORNER OF THE TRESTLE, 6.6 FEET EAST OF A FENCE, 1.4 FEET
 CX0793'NORTH OF A WITNESS POST, 3.5 FEET BELOW THE TOP OF THE RAILS, SET IN
 CX0793'THE TOP OF A CONCRETE POST WHICH PROJECTS 1.0 FOOT ABOVE THE GROUND.
 CX0793
 CX0793                          STATION RECOVERY (1973)
 CX0793
 CX0793'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 CX0793'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0136 ***********************************************************************
 CX0136  DESIGNATION -  L 248
 CX0136  PID         -  CX0136
 CX0136  STATE/COUNTY-  NM/OTERO
 CX0136  USGS QUAD   -  HOLLOMAN (1982)
 CX0136
 CX0136                         *CURRENT SURVEY CONTROL
 CX0136  ___________________________________________________________________
 CX0136* NAD 83(1986)-  32 49 56.     (N)    106 03 57.     (W)     SCALED    
 CX0136* NAVD 88     -      1239.995  (meters)    4068.22   (feet)  ADJUSTED  
 CX0136  ___________________________________________________________________
 CX0136  GEOID HEIGHT-         -22.71  (meters)                     GEOID03
 CX0136  DYNAMIC HT  -        1238.180 (meters)    4062.26  (feet)  COMP
 CX0136  MODELED GRAV-     979,132.3   (mgal)                       NAVD 88
 CX0136
 CX0136  VERT ORDER  -  SECOND    CLASS 0
 CX0136
 CX0136.The horizontal coordinates were scaled from a topographic map and have
 CX0136.an estimated accuracy of +/- 6 seconds.
 CX0136
 CX0136.The orthometric height was determined by differential leveling
 CX0136.and adjusted by the National Geodetic Survey in June 1991..
 CX0136
 CX0136.The geoid height was determined by GEOID03.
 CX0136
 CX0136.The dynamic height is computed by dividing the NAVD 88
 CX0136.geopotential number by the normal gravity value computed on the
 CX0136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0136.degrees latitude (g = 980.6199 gals.).
 CX0136
 CX0136.The modeled gravity was interpolated from observed gravity values.
 CX0136
 CX0136;                    North         East    Units  Estimated Accuracy
 CX0136;SPC NM C     -   203,160.      517,240.      MT  (+/- 180 meters Scaled)
 CX0136
 CX0136                          SUPERSEDED SURVEY CONTROL
 CX0136
 CX0136  NGVD 29 (??/??/92) 1239.397  (m)         4066.26   (f) ADJ UNCH    2 0
 CX0136
 CX0136.Superseded values are not recommended for survey control.
 CX0136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0136.See file dsdata.txt to determine how the superseded data were derived.
 CX0136
 CX0136_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDS002331(NAD 83)
 CX0136_MARKER: DB = BENCH MARK DISK
 CX0136_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CX0136_SP_SET: CULVERT
 CX0136_STAMPING: L 248 1952
 CX0136_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX0136
 CX0136  HISTORY     - Date     Condition        Report By
 CX0136  HISTORY     - 1952     MONUMENTED       CGS
 CX0136  HISTORY     - 1973     MARK NOT FOUND   USGS
 CX0136
 CX0136                          STATION DESCRIPTION
 CX0136
 CX0136'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CX0136'8.4 MI SW FROM ALAMOGORDO.
 CX0136'8.4 MILES SOUTHWEST ALONG U.S. HIGHWAY 70 FROM THE SOUTHERN PACIFIC
 CX0136'RAILROAD STATION AT ALAMOGORDO, 0.1 MILE NORTHEAST OF THE SOUTHEAST
 CX0136'ENTRANCE TO HOLLAMAN AIR BASE, 17 FEET NORTHWEST OF THE CENTER LINE OF
 CX0136'THE HIGHWAY, SET IN THE TOP OF THE SOUTHWEST END OF THE NORTHWEST
 CX0136'HEADWALL OF A CONCRETE CULVERT.
 CX0136
 CX0136                          STATION RECOVERY (1973)
 CX0136
 CX0136'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 CX0136'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1044 ***********************************************************************
 CX1044  DESIGNATION -  L 250
 CX1044  PID         -  CX1044
 CX1044  STATE/COUNTY-  NM/LUNA
 CX1044  USGS QUAD   -  SPALDING (1964)
 CX1044
 CX1044                         *CURRENT SURVEY CONTROL
 CX1044  ___________________________________________________________________
 CX1044* NAD 83(1986)-  32 24 34.     (N)    107 55 23.     (W)     SCALED    
 CX1044* NAVD 88     -      1420.905  (meters)    4661.75   (feet)  ADJUSTED  
 CX1044  ___________________________________________________________________
 CX1044  GEOID HEIGHT-         -24.42  (meters)                     GEOID03
 CX1044  DYNAMIC HT  -        1418.736 (meters)    4654.64  (feet)  COMP
 CX1044  MODELED GRAV-     979,062.8   (mgal)                       NAVD 88
 CX1044
 CX1044  VERT ORDER  -  FIRST     CLASS II
 CX1044
 CX1044.The horizontal coordinates were scaled from a topographic map and have
 CX1044.an estimated accuracy of +/- 6 seconds.
 CX1044
 CX1044.The orthometric height was determined by differential leveling
 CX1044.and adjusted by the National Geodetic Survey in June 1991..
 CX1044
 CX1044.The geoid height was determined by GEOID03.
 CX1044
 CX1044.The dynamic height is computed by dividing the NAVD 88
 CX1044.geopotential number by the normal gravity value computed on the
 CX1044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX1044.degrees latitude (g = 980.6199 gals.).
 CX1044
 CX1044.The modeled gravity was interpolated from observed gravity values.
 CX1044
 CX1044;                    North         East    Units  Estimated Accuracy
 CX1044;SPC NM W     -   156,270.      821,560.      MT  (+/- 180 meters Scaled)
 CX1044
 CX1044                          SUPERSEDED SURVEY CONTROL
 CX1044
 CX1044  NGVD 29 (??/??/92) 1420.156  (m)         4659.30   (f) ADJ UNCH    1 2
 CX1044
 CX1044.Superseded values are not recommended for survey control.
 CX1044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1044.See file dsdata.txt to determine how the superseded data were derived.
 CX1044
 CX1044_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBR250895(NAD 83)
 CX1044_MARKER: DB = BENCH MARK DISK
 CX1044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX1044_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CX1044_STAMPING: L 250 1952
 CX1044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX1044+STABILITY: SURFACE MOTION
 CX1044
 CX1044  HISTORY     - Date     Condition        Report By
 CX1044  HISTORY     - 1952     MONUMENTED       CGS
 CX1044
 CX1044                          STATION DESCRIPTION
 CX1044
 CX1044'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CX1044'14.1 MI NW FROM DEMING.
 CX1044'14.1 MILES NORTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 CX1044'FROM THE STATION AT DEMING, 89 FEET NORTHEAST OF THE NORTHEAST RAIL,
 CX1044'45 FEET NORTHEAST OF THE 5TH POLE NORTHWEST OF MILEPOST 13, 8.4 FEET
 CX1044'SOUTHWEST OF A FENCE, 2.6 FEET NORTHWEST OF A WITNESS POST, SET IN THE
 CX1044'TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0020 ***********************************************************************
 CY0020  DESIGNATION -  L 251
 CY0020  PID         -  CY0020
 CY0020  STATE/COUNTY-  NM/GRANT
 CY0020  USGS QUAD   -  WHITEWATER (1992)
 CY0020
 CY0020                         *CURRENT SURVEY CONTROL
 CY0020  ___________________________________________________________________
 CY0020* NAD 83(1986)-  32 37 00.     (N)    108 10 57.     (W)     SCALED    
 CY0020* NAVD 88     -      1593.917  (meters)    5229.38   (feet)  ADJUSTED  
 CY0020  ___________________________________________________________________
 CY0020  GEOID HEIGHT-         -24.18  (meters)                     GEOID03
 CY0020  DYNAMIC HT  -        1591.426 (meters)    5221.20  (feet)  COMP
 CY0020  MODELED GRAV-     979,019.7   (mgal)                       NAVD 88
 CY0020
 CY0020  VERT ORDER  -  FIRST     CLASS II
 CY0020
 CY0020.The horizontal coordinates were scaled from a topographic map and have
 CY0020.an estimated accuracy of +/- 6 seconds.
 CY0020
 CY0020.The orthometric height was determined by differential leveling
 CY0020.and adjusted by the National Geodetic Survey in June 1991..
 CY0020
 CY0020.The geoid height was determined by GEOID03.
 CY0020
 CY0020.The dynamic height is computed by dividing the NAVD 88
 CY0020.geopotential number by the normal gravity value computed on the
 CY0020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0020.degrees latitude (g = 980.6199 gals.).
 CY0020
 CY0020.The modeled gravity was interpolated from observed gravity values.
 CY0020
 CY0020;                    North         East    Units  Estimated Accuracy
 CY0020;SPC NM W     -   179,300.      797,230.      MT  (+/- 180 meters Scaled)
 CY0020
 CY0020                          SUPERSEDED SURVEY CONTROL
 CY0020
 CY0020  NGVD 29 (??/??/92) 1593.063  (m)         5226.57   (f) ADJ UNCH    1 2
 CY0020
 CY0020.Superseded values are not recommended for survey control.
 CY0020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0020.See file dsdata.txt to determine how the superseded data were derived.
 CY0020
 CY0020_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYB643122(NAD 83)
 CY0020_MARKER: DB = BENCH MARK DISK
 CY0020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0020_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0020_STAMPING: L 251 1952
 CY0020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0020+STABILITY: SURFACE MOTION
 CY0020
 CY0020  HISTORY     - Date     Condition        Report By
 CY0020  HISTORY     - 1952     MONUMENTED       CGS
 CY0020
 CY0020                          STATION DESCRIPTION
 CY0020
 CY0020'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CY0020'12.6 MI SE FROM SILVER CITY.
 CY0020'12.6 MILES SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 CY0020'FROM THE STATION AT SILVER CITY, 134 FEET NORTHEAST OF THE NORTHEAST
 CY0020'RAIL, 90 FEET NORTHEAST OF MILEPOST 34, 35.5 FEET NORTHEAST OF A
 CY0020'FENCE, 2.4 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 CY0020'POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1056 ***********************************************************************
 CX1056  DESIGNATION -  L 253
 CX1056  PID         -  CX1056
 CX1056  STATE/COUNTY-  NM/LUNA
 CX1056  USGS QUAD   -  WILLIAMS RANCH (1972)
 CX1056
 CX1056                         *CURRENT SURVEY CONTROL
 CX1056  ___________________________________________________________________
 CX1056* NAD 83(1986)-  32 15 15.     (N)    107 56 10.     (W)     SCALED    
 CX1056* NAVD 88     -      1353.89   (+/-2cm)    4441.9    (feet)  VERTCON   
 CX1056  ___________________________________________________________________
 CX1056  GEOID HEIGHT-         -24.59  (meters)                     GEOID03
 CX1056
 CX1056  VERT ORDER  -  FIRST     CLASS II (See Below)
 CX1056
 CX1056.The horizontal coordinates were scaled from a topographic map and have
 CX1056.an estimated accuracy of +/- 6 seconds.
 CX1056
 CX1056.The NAVD 88 height was computed by applying the VERTCON shift value to
 CX1056.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CX1056.The vertical order pertains to the NGVD 29 superseded value.
 CX1056
 CX1056.The geoid height was determined by GEOID03.
 CX1056
 CX1056;                    North         East    Units  Estimated Accuracy
 CX1056;SPC NM W     -   139,060.      820,320.      MT  (+/- 180 meters Scaled)
 CX1056
 CX1056                          SUPERSEDED SURVEY CONTROL
 CX1056
 CX1056  NGVD 29 (??/??/92) 1353.198  (m)         4439.62   (f) ADJ UNCH    1 2
 CX1056
 CX1056.Superseded values are not recommended for survey control.
 CX1056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1056.See file dsdata.txt to determine how the superseded data were derived.
 CX1056
 CX1056_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBR233723(NAD 83)
 CX1056_MARKER: DB = BENCH MARK DISK
 CX1056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX1056_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CX1056_STAMPING: L 253 1952
 CX1056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX1056+STABILITY: SURFACE MOTION
 CX1056
 CX1056  HISTORY     - Date     Condition        Report By
 CX1056  HISTORY     - 1952     MONUMENTED       CGS
 CX1056
 CX1056                          STATION DESCRIPTION
 CX1056
 CX1056'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CX1056'12.1 MI W FROM DEMING.
 CX1056'11.5 MILES WEST ALONG U.S. HIGHWAYS 70 AND 80 FROM THE POST OFFICE AT
 CX1056'DEMING, THENCE 0.6 MILE NORTH ALONG A GRADED DIRT ROAD, AT THE CENTER
 CX1056'AUX. AIRPORT, AT THE EAST END OF AN EAST AND WEST RUNWAY, 366 FEET
 CX1056'SOUTH OF THE SOUTH EDGE OF THE RUNWAY, 230 FEET WEST OF A NORTH AND
 CX1056'SOUTH FENCE, 3 FEET NORTH OF AN EAST AND WEST FENCE, 2.5 FEET WEST OF
 CX1056'A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5
 CX1056'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0112 ***********************************************************************
 DR0112  DESIGNATION -  L 254
 DR0112  PID         -  DR0112
 DR0112  STATE/COUNTY-  NM/CHAVES
 DR0112  USGS QUAD   -  DEXTER WEST (1975)
 DR0112
 DR0112                         *CURRENT SURVEY CONTROL
 DR0112  ___________________________________________________________________
 DR0112* NAD 83(1986)-  33 12 25.     (N)    104 22 45.     (W)     SCALED    
 DR0112* NAVD 88     -      1058.373  (meters)    3472.35   (feet)  ADJUSTED  
 DR0112  ___________________________________________________________________
 DR0112  GEOID HEIGHT-         -23.24  (meters)                     GEOID03
 DR0112  DYNAMIC HT  -        1056.917 (meters)    3467.57  (feet)  COMP
 DR0112  MODELED GRAV-     979,225.3   (mgal)                       NAVD 88
 DR0112
 DR0112  VERT ORDER  -  FIRST     CLASS II
 DR0112
 DR0112.The horizontal coordinates were scaled from a topographic map and have
 DR0112.an estimated accuracy of +/- 6 seconds.
 DR0112
 DR0112.The orthometric height was determined by differential leveling
 DR0112.and adjusted by the National Geodetic Survey in June 1991..
 DR0112
 DR0112.The geoid height was determined by GEOID03.
 DR0112
 DR0112.The dynamic height is computed by dividing the NAVD 88
 DR0112.geopotential number by the normal gravity value computed on the
 DR0112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0112.degrees latitude (g = 980.6199 gals.).
 DR0112
 DR0112.The modeled gravity was interpolated from observed gravity values.
 DR0112
 DR0112;                    North         East    Units  Estimated Accuracy
 DR0112;SPC NM E     -   244,700.      160,730.      MT  (+/- 180 meters Scaled)
 DR0112
 DR0112                          SUPERSEDED SURVEY CONTROL
 DR0112
 DR0112.No superseded survey control is available for this station.
 DR0112
 DR0112_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES578744(NAD 83)
 DR0112_MARKER: DB = BENCH MARK DISK
 DR0112_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DR0112_SP_SET: CULVERT
 DR0112_STAMPING: L 254 1957
 DR0112_MARK LOGO: CGS   
 DR0112_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR0112
 DR0112  HISTORY     - Date     Condition        Report By
 DR0112  HISTORY     - 1957     MONUMENTED       CGS
 DR0112  HISTORY     - 1982     GOOD             NGS
 DR0112
 DR0112                          STATION DESCRIPTION
 DR0112
 DR0112'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 DR0112'0.9 MI NW FROM DEXTER.
 DR0112'ABOUT 0.9 MILE NORTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 DR0112'RAILWAY FROM THE STATION AT DEXTER, 12 POLES SOUTHEAST OF MILEPOST
 DR0112'123, IN THE TOP OF THE SOUTHEAST END OF THE NORTHEAST CONCRETE
 DR0112'HEADWALL OF A 48-INCH CULVERT, 9 FEET NORTHEAST OF THE NORTHEAST RAIL,
 DR0112'55 FEET NORTHWEST OF THE CENTER OF A PRIVATE ROAD CROSSING, AND 1 FOOT
 DR0112'LOWER THAN THE LEVEL OF THE TRACK.
 DR0112
 DR0112                          STATION RECOVERY (1982)
 DR0112
 DR0112'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 DR0112'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  24.8 KM (15.4
 DR0112'MI) SOUTHERLY ALONG THE SANTA FE RAILROAD FROM THE RAILROAD STATION IN
 DR0112'ROSWELL, 1.0 KM (0.6 MI) NORTH OF MILEPOST 124, IN TOP OF AND 0.2
 DR0112'METER (0.7 FT) NORTHWEST OF THE SOUTHEAST END OF THE NORTHEAST
 DR0112'CONCRETE HEADWALL OF A 48-INCH CULVERT, 16.8 METERS (55.1 FT)
 DR0112'NORTHWEST OF THE CENTER OF A PRIVATE ROAD CROSSING THE TRACKS AND 2.7
 DR0112'METERS (8.9 FT) NORTHEAST OF THE NEAR RAIL.
 DR0112'THE MARK IS 0.3 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0046 ***********************************************************************
 CW0046  DESIGNATION -  L 255
 CW0046  PID         -  CW0046
 CW0046  STATE/COUNTY-  NM/EDDY
 CW0046  USGS QUAD   -  ARTESIA (1975)
 CW0046
 CW0046                         *CURRENT SURVEY CONTROL
 CW0046  ___________________________________________________________________
 CW0046* NAD 83(1986)-  32 47 02.     (N)    104 23 26.     (W)     SCALED    
 CW0046* NAVD 88     -      1027.753  (meters)    3371.89   (feet)  POSTED    
 CW0046  ___________________________________________________________________
 CW0046  GEOID HEIGHT-         -23.21  (meters)                     GEOID03
 CW0046  DYNAMIC HT  -        1026.330 (meters)    3367.22  (feet)  COMP
 CW0046  MODELED GRAV-     979,215.0   (mgal)                       NAVD 88
 CW0046
 CW0046  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 CW0046
 CW0046.The horizontal coordinates were scaled from a topographic map and have
 CW0046.an estimated accuracy of +/- 6 seconds.
 CW0046
 CW0046.The orthometric height was determined by differential leveling
 CW0046.and adjusted by the National Geodetic Survey in 1992..
 CW0046.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 CW0046.rate of 1.1 thru 2.0 mm/km.
 CW0046
 CW0046.The geoid height was determined by GEOID03.
 CW0046
 CW0046.The dynamic height is computed by dividing the NAVD 88
 CW0046.geopotential number by the normal gravity value computed on the
 CW0046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0046.degrees latitude (g = 980.6199 gals.).
 CW0046
 CW0046.The modeled gravity was interpolated from observed gravity values.
 CW0046
 CW0046;                    North         East    Units  Estimated Accuracy
 CW0046;SPC NM E     -   197,790.      159,640.      MT  (+/- 180 meters Scaled)
 CW0046
 CW0046                          SUPERSEDED SURVEY CONTROL
 CW0046
 CW0046  NGVD 29 (??/??/92) 1027.286  (m)         3370.35   (f) ADJ UNCH    1 2
 CW0046
 CW0046.Superseded values are not recommended for survey control.
 CW0046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0046.See file dsdata.txt to determine how the superseded data were derived.
 CW0046
 CW0046_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES570274(NAD 83)
 CW0046_MARKER: DB = BENCH MARK DISK
 CW0046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CW0046_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CW0046_STAMPING: L 255 1957
 CW0046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CW0046+STABILITY: SURFACE MOTION
 CW0046
 CW0046  HISTORY     - Date     Condition        Report By
 CW0046  HISTORY     - 1957     MONUMENTED       CGS
 CW0046  HISTORY     - 1982     MARK NOT FOUND   NGS
 CW0046
 CW0046                          STATION DESCRIPTION
 CW0046
 CW0046'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 CW0046'4.1 MI S FROM ARTESIA.
 CW0046'ABOUT 4.1 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 CW0046'FROM THE STATION AT ARTESIA, 102 FEET EAST-SOUTHEAST OF AND ACROSS THE
 CW0046'TRACK FROM MILEPOST 154, 67 FEET EAST OF THE EAST RAIL, 180 FEET
 CW0046'SOUTHEAST OF THE CENTER OF A ROAD CROSSING, 159 FEET SOUTH OF THE
 CW0046'CENTER LINE OF A ROAD, 5 FEET SOUTH OF A TELEPHONE POLE, 1 1/2 FEET
 CW0046'NORTH OF A WHITE WOODEN WITNESS POST, ABOUT 4 FEET ABOVE THE LEVEL OF
 CW0046'THE TRACK, AND IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 CW0046
 CW0046                          STATION RECOVERY (1982)
 CW0046
 CW0046'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CW0046'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0225 ***********************************************************************
 CW0225  DESIGNATION -  L 256
 CW0225  PID         -  CW0225
 CW0225  STATE/COUNTY-  NM/EDDY
 CW0225  USGS QUAD   -  KITCHEN COVE (1985)
 CW0225
 CW0225                         *CURRENT SURVEY CONTROL
 CW0225  ___________________________________________________________________
 CW0225* NAD 83(1986)-  32 16 42.     (N)    104 17 06.     (W)     SCALED    
 CW0225* NAVD 88     -      1008.460  (meters)    3308.59   (feet)  ADJUSTED  
 CW0225  ___________________________________________________________________
 CW0225  GEOID HEIGHT-         -24.48  (meters)                     GEOID03
 CW0225  DYNAMIC HT  -        1006.992 (meters)    3303.77  (feet)  COMP
 CW0225  MODELED GRAV-     979,150.4   (mgal)                       NAVD 88
 CW0225
 CW0225  VERT ORDER  -  FIRST     CLASS I
 CW0225
 CW0225.The horizontal coordinates were scaled from a topographic map and have
 CW0225.an estimated accuracy of +/- 6 seconds.
 CW0225
 CW0225.The orthometric height was determined by differential leveling
 CW0225.and adjusted by the National Geodetic Survey in June 1991..
 CW0225
 CW0225.The geoid height was determined by GEOID03.
 CW0225
 CW0225.The dynamic height is computed by dividing the NAVD 88
 CW0225.geopotential number by the normal gravity value computed on the
 CW0225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0225.degrees latitude (g = 980.6199 gals.).
 CW0225
 CW0225.The modeled gravity was interpolated from observed gravity values.
 CW0225
 CW0225;                    North         East    Units  Estimated Accuracy
 CW0225;SPC NM E     -   141,730.      169,550.      MT  (+/- 180 meters Scaled)
 CW0225
 CW0225                          SUPERSEDED SURVEY CONTROL
 CW0225
 CW0225  NGVD 29 (??/??/92) 1007.954  (m)         3306.93   (f) ADJ UNCH    1 1
 CW0225
 CW0225.Superseded values are not recommended for survey control.
 CW0225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0225.See file dsdata.txt to determine how the superseded data were derived.
 CW0225
 CW0225_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SER673715(NAD 83)
 CW0225_MARKER: DB = BENCH MARK DISK
 CW0225_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CW0225_SP_SET: CULVERT
 CW0225_STAMPING: L 256 1957
 CW0225_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CW0225
 CW0225  HISTORY     - Date     Condition        Report By
 CW0225  HISTORY     - 1957     MONUMENTED       CGS
 CW0225  HISTORY     - 1958     GOOD             NGS
 CW0225  HISTORY     - 1977     GOOD             NGS
 CW0225
 CW0225                          STATION DESCRIPTION
 CW0225
 CW0225'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CW0225'10.75 MI S FROM CARLSBAD.
 CW0225'ABOUT 2.05 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 CW0225'FROM THE STATION AT CARLSBAD, THENCE 8.7 MILES SOUTH-SOUTHWEST ALONG
 CW0225'U. S. HIGHWAYS 62 AND 180, IN THE TOP OF THE SOUTH-SOUTHWEST END OF
 CW0225'THE EAST-NORTHEAST HEAD WALL OF A 6X8-FOOT TRIPLE CHANNEL CONCRETE
 CW0225'CULVERT, 30 FEET EAST-SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, AND
 CW0225'ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY.
 CW0225
 CW0225                          STATION RECOVERY (1977)
 CW0225
 CW0225'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CW0225'10.9 MILES SOUTHWEST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE
 CW0225'COURTHOUSE, 0.4 MILE NORTH OF THE JUNCTION OF A GRAVELED ROAD
 CW0225'LEADING EAST, 0.05 MILE NORTH OF MILEPOST 25, 30 FT. EAST OF THE
 CW0225'CENTER LINE OF THE HIGHWAY, IN TOP OF THE SOUTH END OF THE
 CW0225'EAST CONCRETE HEAD WALL OF A LARGE TRIPLE CHANNEL CONCRETE BOX
 CW0225'CULVERT, 0.8 FT. NORTH OF THE SOUTH END OF THE HEAD WALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0032 ***********************************************************************
 CW0032  DESIGNATION -  L 257
 CW0032  PID         -  CW0032
 CW0032  STATE/COUNTY-  NM/EDDY
 CW0032  USGS QUAD   -  ARTESIA (1975)
 CW0032
 CW0032                         *CURRENT SURVEY CONTROL
 CW0032  ___________________________________________________________________
 CW0032* NAD 83(1986)-  32 50 34.     (N)    104 22 41.     (W)     SCALED    
 CW0032* NAVD 88     -      1021.551  (meters)    3351.54   (feet)  ADJUSTED  
 CW0032  ___________________________________________________________________
 CW0032  GEOID HEIGHT-         -23.15  (meters)                     GEOID03
 CW0032  DYNAMIC HT  -        1020.140 (meters)    3346.91  (feet)  COMP
 CW0032  MODELED GRAV-     979,221.9   (mgal)                       NAVD 88
 CW0032
 CW0032  VERT ORDER  -  FIRST     CLASS II
 CW0032
 CW0032.The horizontal coordinates were scaled from a topographic map and have
 CW0032.an estimated accuracy of +/- 6 seconds.
 CW0032
 CW0032.The orthometric height was determined by differential leveling
 CW0032.and adjusted by the National Geodetic Survey in June 1991..
 CW0032
 CW0032.The geoid height was determined by GEOID03.
 CW0032
 CW0032.The dynamic height is computed by dividing the NAVD 88
 CW0032.geopotential number by the normal gravity value computed on the
 CW0032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0032.degrees latitude (g = 980.6199 gals.).
 CW0032
 CW0032.The modeled gravity was interpolated from observed gravity values.
 CW0032
 CW0032;                    North         East    Units  Estimated Accuracy
 CW0032;SPC NM E     -   204,320.      160,810.      MT  (+/- 180 meters Scaled)
 CW0032
 CW0032                          SUPERSEDED SURVEY CONTROL
 CW0032
 CW0032  NGVD 29 (??/??/92) 1021.091  (m)         3350.03   (f) ADJ UNCH    1 2
 CW0032
 CW0032.Superseded values are not recommended for survey control.
 CW0032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0032.See file dsdata.txt to determine how the superseded data were derived.
 CW0032
 CW0032_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES582340(NAD 83)
 CW0032_MARKER: DB = BENCH MARK DISK
 CW0032_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CW0032_SP_SET: FOUNDATION
 CW0032_STAMPING: L 257 1957
 CW0032_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CW0032
 CW0032  HISTORY     - Date     Condition        Report By
 CW0032  HISTORY     - 1957     MONUMENTED       CGS
 CW0032
 CW0032                          STATION DESCRIPTION
 CW0032
 CW0032'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 CW0032'1.15 MI E FROM ARTESIA.
 CW0032'ABOUT 0.05 MILE SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 CW0032'FROM THE STATION AT ARTESIA, THENCE 1.1 MILES EAST ALONG STATE HIGHWAY
 CW0032'83, ON THE PROPERTY BELONGING TO A. B. HARIS, IN THE TOP OF THE
 CW0032'NORTHWEST CORNER OF A CONCRETE FOUNDATION OF AN IRRIGATION PUMP, 97
 CW0032'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE HOUSE, 79 FEET NORTH OF
 CW0032'THE CENTER LINE OF THE HIGHWAY, 19 FEET EAST OF THE CENTER LINE OF A
 CW0032'PRIVATE DRIVE, ABOUT LEVEL WITH THE HIGHWAY, AND 6 INCHES ABOVE THE
 CW0032'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0151 ***********************************************************************
 CW0151  DESIGNATION -  L 258
 CW0151  PID         -  CW0151
 CW0151  STATE/COUNTY-  NM/EDDY
 CW0151  USGS QUAD   -  OTIS (1985)
 CW0151
 CW0151                         *CURRENT SURVEY CONTROL
 CW0151  ___________________________________________________________________
 CW0151* NAD 83(1986)-  32 20 28.     (N)    104 09 22.     (W)     SCALED    
 CW0151* NAVD 88     -       940.213  (meters)    3084.68   (feet)  ADJUSTED  
 CW0151  ___________________________________________________________________
 CW0151  GEOID HEIGHT-         -24.65  (meters)                     GEOID03
 CW0151  DYNAMIC HT  -         938.861 (meters)    3080.25  (feet)  COMP
 CW0151  MODELED GRAV-     979,170.4   (mgal)                       NAVD 88
 CW0151
 CW0151  VERT ORDER  -  FIRST     CLASS II
 CW0151
 CW0151.The horizontal coordinates were scaled from a topographic map and have
 CW0151.an estimated accuracy of +/- 6 seconds.
 CW0151
 CW0151.The orthometric height was determined by differential leveling
 CW0151.and adjusted by the National Geodetic Survey in June 1991..
 CW0151
 CW0151.The geoid height was determined by GEOID03.
 CW0151
 CW0151.The dynamic height is computed by dividing the NAVD 88
 CW0151.geopotential number by the normal gravity value computed on the
 CW0151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0151.degrees latitude (g = 980.6199 gals.).
 CW0151
 CW0151.The modeled gravity was interpolated from observed gravity values.
 CW0151
 CW0151;                    North         East    Units  Estimated Accuracy
 CW0151;SPC NM E     -   148,700.      181,680.      MT  (+/- 180 meters Scaled)
 CW0151
 CW0151                          SUPERSEDED SURVEY CONTROL
 CW0151
 CW0151.No superseded survey control is available for this station.
 CW0151
 CW0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SER794785(NAD 83)
 CW0151_MARKER: DB = BENCH MARK DISK
 CW0151_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CW0151_SP_SET: 6 FT
 CW0151_STAMPING: L 258 1957
 CW0151_PROJECTION: PROJECTING 25 CENTIMETERS
 CW0151_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CW0151_ROD/PIPE-DEPTH: 1.8  meters
 CW0151
 CW0151  HISTORY     - Date     Condition        Report By
 CW0151  HISTORY     - 1957     MONUMENTED       CGS
 CW0151  HISTORY     - 1981     GOOD             NGS
 CW0151
 CW0151                          STATION DESCRIPTION
 CW0151
 CW0151'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 CW0151'5.3 MI NW FROM LOVING.
 CW0151'ABOUT 5.3 MILES NORTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 CW0151'RAILWAY FROM THE STATION AT LOVING, ABOUT 7.0 MILES SOUTHEAST OF THE
 CW0151'STATION AT CARLSBAD, 57 FEET NORTHEAST OF AND ACROSS THE TRACK FROM
 CW0151'MILEPOST 190, 43 FEET NORTHEAST OF THE NORTHEAST RAIL, 133 FEET
 CW0151'NORTHEAST OF THE CENTER LINE OF U. S. HIGHWAY 285, 120 FEET WEST OF
 CW0151'THE WEST CORNER OF A GXP GIN COMPANY BUILDING, 4 1/2 FEET SOUTHWEST OF
 CW0151'THE RIGHT OF WAY FENCE, 3 1/2 FEET NORTHWEST OF A WHITE WOODEN WITNESS
 CW0151'POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE TRACK, AND ON THE TOP OF A
 CW0151'5/8-INCH COPPER COATED ROD WHICH IS DRIVEN TO A DEPTH OF 6 FEET AND IS
 CW0151'ENCASED IN A 6-INCH TILE PROJECTING 10 INCHES.
 CW0151
 CW0151                          STATION RECOVERY (1981)
 CW0151
 CW0151'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CW0151'8.0 KM (5.0 MI) SOUTHEAST ALONG U.S. HIGHWAY 285 FROM ITS SOUTH
 CW0151'JUNCTION WITH U.S. HIGHWAYS 62 AND 180, AT THE DERRICK ROAD CROSSING
 CW0151'OF THE ATCHISON, TOPEKA AND SANTA FE RAILROAD, 47.2 METERS (155.0 FT)
 CW0151'SOUTHEAST OF THE CENTER OF THE ROAD, 40.5 METERS (133.5 FT) NORTHEAST
 CW0151'OF THE CENTERLINE OF THE NORTH BOUND LANES OF THE HIGHWAY, 36.6
 CW0151'METERS (120.0 FT) WEST-NORTHWEST OF THE NORTHWEST CORNER OF THE
 CW0151'SXP GIN COMPANY BUILDING, 17.4 METERS (57.0 FT) NORTHEAST AND ACROSS
 CW0151'THE TRACKS FROM MILE POST 190, 13.1 METERS (43.0 FT) NORTHEAST OF
 CW0151'THE NEAR RAIL, AND 1.4 METERS (4.5 FT) SOUTHWEST OF A FENCE.
 CW0151'THE MARK IS 0.5 METERS  NW FROM A WITNESS POST.
 CW0151'THE MARK IS 0.3 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0200 ***********************************************************************
 CW0200  DESIGNATION -  L 259
 CW0200  PID         -  CW0200
 CW0200  STATE/COUNTY-  NM/EDDY
 CW0200  USGS QUAD   -  RATTLESNAKE SPRING (1978)
 CW0200
 CW0200                         *CURRENT SURVEY CONTROL
 CW0200  ___________________________________________________________________
 CW0200* NAD 83(1986)-  32 06 44.     (N)    104 27 28.     (W)     SCALED    
 CW0200* NAVD 88     -      1101.905  (meters)    3615.17   (feet)  ADJUSTED  
 CW0200  ___________________________________________________________________
 CW0200  GEOID HEIGHT-         -24.06  (meters)                     GEOID03
 CW0200  DYNAMIC HT  -        1100.268 (meters)    3609.80  (feet)  COMP
 CW0200  MODELED GRAV-     979,116.4   (mgal)                       NAVD 88
 CW0200
 CW0200  VERT ORDER  -  FIRST     CLASS I
 CW0200
 CW0200.The horizontal coordinates were scaled from a topographic map and have
 CW0200.an estimated accuracy of +/- 6 seconds.
 CW0200
 CW0200.The orthometric height was determined by differential leveling
 CW0200.and adjusted by the National Geodetic Survey in June 1991..
 CW0200
 CW0200.The geoid height was determined by GEOID03.
 CW0200
 CW0200.The dynamic height is computed by dividing the NAVD 88
 CW0200.geopotential number by the normal gravity value computed on the
 CW0200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0200.degrees latitude (g = 980.6199 gals.).
 CW0200
 CW0200.The modeled gravity was interpolated from observed gravity values.
 CW0200
 CW0200;                    North         East    Units  Estimated Accuracy
 CW0200;SPC NM E     -   123,320.      153,260.      MT  (+/- 180 meters Scaled)
 CW0200
 CW0200                          SUPERSEDED SURVEY CONTROL
 CW0200
 CW0200  NGVD 29 (??/??/92) 1101.372  (m)         3613.42   (f) ADJ UNCH    1 1
 CW0200
 CW0200.Superseded values are not recommended for survey control.
 CW0200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0200.See file dsdata.txt to determine how the superseded data were derived.
 CW0200
 CW0200_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SER511530(NAD 83)
 CW0200_MARKER: DB = BENCH MARK DISK
 CW0200_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CW0200_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CW0200_STAMPING: L 259 1958
 CW0200_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CW0200+STABILITY: SURFACE MOTION
 CW0200
 CW0200  HISTORY     - Date     Condition        Report By
 CW0200  HISTORY     - 1958     MONUMENTED       CGS
 CW0200  HISTORY     - 1976     GOOD             USGS
 CW0200  HISTORY     - 1977     GOOD             NGS
 CW0200
 CW0200                          STATION DESCRIPTION
 CW0200
 CW0200'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CW0200'7.0 MI SW FROM WHITES CITY.
 CW0200'ABOUT 0.1 MILE SOUTHEAST ALONG STATE HIGHWAY 7 FROM THE POST OFFICE AT
 CW0200'WHITES CITY, THENCE 2.1 MILES SOUTHWEST ALONG U. S. HIGHWAYS 62 AND
 CW0200'180, THENCE 3.8 MILES SOUTHWEST ALONG OLD HIGHWAY 62, THENCE ABOUT 1.0
 CW0200'MILES SOUTHWEST ALONG THE BOTTOM OF A CANYON DRAW TO THE WASHINGTON
 CW0200'CAMP, AT THE SOUTHWEST EDGE OF THE CAMP, 45 FEET NORTHWEST OF THE
 CW0200'CENTER LINE OF THE ROAD, 123 FEET SOUTHWEST OF THE NORTHWEST ONE OF
 CW0200'TWO ROCK PIERS ON OPPOSITE SIDES OF THE ROAD, 2 FEET SOUTHWEST OF A
 CW0200'CONCRETE WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD, AND
 CW0200'IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 CW0200
 CW0200                          STATION RECOVERY (1976)
 CW0200
 CW0200'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 CW0200'RECOVERED IN GOOD CONDITION.
 CW0200
 CW0200                          STATION RECOVERY (1977)
 CW0200
 CW0200'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CW0200'2.05 MILES SOUTHWEST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE
 CW0200'JUNCTION OF STATE HIGHWAY 7, THENCE 3.65 MILES SOUTHWEST ALONG
 CW0200'THE OLD HIGHWAY 62, THENCE 0.95 MILE SOUTHWEST ALONG A DIRT ROAD
 CW0200'TO A GATE (GATE IS 0.3 MILE NORTH ALONG A PAVED ROAD TO THE WASHINGTON
 CW0200'RANCH HEADQUARTERS), THENCE 0.45 MILE IN AN EASTERLY DIRECTION
 CW0200'AROUND HEADQUARTERS TO MARK, 50.5 FT. WEST OF THE CENTER LINE
 CW0200'OF A PAVED ROAD LEADING TO THE HEADQUARTERS, 121.5 FT. SOUTH-
 CW0200'SOUTHEAST OF THE SOUTHWEST CORNER OF THE WASHINGTON RANCH
 CW0200'HEADQUARTERS, 40.5 FT. NORTH OF THE NORTHERLY MOST TREE OF A
 CW0200'NORTH-SOUTH ROW OF TREES.  NOTE-MAY ALSO BE REACHED BY PROCEEDING
 CW0200'6.5 MILES SOUTHWEST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE JUNCTION
 CW0200'OF STATE HIGHWAY 7, THENCE 2.3 MILES WEST ALONG A PAVED ROAD TO
 CW0200'NEW CAVE AND RATTLE SNAKE SPRINGS, THENCE 0.6 MILE NORTH ALONG
 CW0200'A PAVED ROAD TO WASHINGTON RANCH HEADQUARTERS AND BENCH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0650 ***********************************************************************
 DR0650  DESIGNATION -  L 26
 DR0650  PID         -  DR0650
 DR0650  STATE/COUNTY-  NM/OTERO
 DR0650  USGS QUAD   -  APACHE SUMMIT (1979)
 DR0650
 DR0650                         *CURRENT SURVEY CONTROL
 DR0650  ___________________________________________________________________
 DR0650* NAD 83(1986)-  33 11 09.     (N)    105 43 36.     (W)     SCALED    
 DR0650* NAVD 88     -      2163.344  (meters)    7097.57   (feet)  ADJUSTED  
 DR0650  ___________________________________________________________________
 DR0650  GEOID HEIGHT-         -19.95  (meters)                     GEOID03
 DR0650  DYNAMIC HT  -        2159.911 (meters)    7086.31  (feet)  COMP
 DR0650  MODELED GRAV-     978,971.9   (mgal)                       NAVD 88
 DR0650
 DR0650  VERT ORDER  -  FIRST     CLASS II
 DR0650
 DR0650.The horizontal coordinates were scaled from a topographic map and have
 DR0650.an estimated accuracy of +/- 6 seconds.
 DR0650
 DR0650.The orthometric height was determined by differential leveling
 DR0650.and adjusted by the National Geodetic Survey in June 1991..
 DR0650
 DR0650.The geoid height was determined by GEOID03.
 DR0650
 DR0650.The dynamic height is computed by dividing the NAVD 88
 DR0650.geopotential number by the normal gravity value computed on the
 DR0650.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0650.degrees latitude (g = 980.6199 gals.).
 DR0650
 DR0650.The modeled gravity was interpolated from observed gravity values.
 DR0650
 DR0650;                    North         East    Units  Estimated Accuracy
 DR0650;SPC NM C     -   242,480.      548,800.      MT  (+/- 180 meters Scaled)
 DR0650
 DR0650                          SUPERSEDED SURVEY CONTROL
 DR0650
 DR0650  NGVD 29 (??/??/92) 2162.501  (m)         7094.81   (f) ADJ UNCH    1 2
 DR0650
 DR0650.Superseded values are not recommended for survey control.
 DR0650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0650.See file dsdata.txt to determine how the superseded data were derived.
 DR0650
 DR0650_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDS322721(NAD 83)
 DR0650_MARKER: DB = BENCH MARK DISK
 DR0650_SETTING: 66 = SET IN ROCK OUTCROP
 DR0650_SP_SET: OUTCROP
 DR0650_STAMPING: 7094.805 L 26 1933
 DR0650_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DR0650+STABILITY: POSITION/ELEVATION WELL
 DR0650
 DR0650  HISTORY     - Date     Condition        Report By
 DR0650  HISTORY     - 1933     MONUMENTED       CGS
 DR0650  HISTORY     - 1934     GOOD             NGS
 DR0650  HISTORY     - 1963     MARK NOT FOUND   USGS
 DR0650
 DR0650                          STATION DESCRIPTION
 DR0650
 DR0650'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DR0650'3.9 MI NE FROM MESCALERO.
 DR0650'3.9 MILES NORTHEAST ALONG U.S. HIGHWAY 70 FROM MESCALERO, OTERO
 DR0650'COUNTY, 49.2 FEET SOUTH OF A 26-INCH BLAZED PINE TREE, 21.2 FEET NORTH
 DR0650'OF A 24-INCH BLAZED PINE TREE, IN LINE WITH THE TREES, 45 FEET WEST OF
 DR0650'THE CENTERLINE OF THE HIGHWAY, IN THE TOP OF THE LOWER STEP OF A
 DR0650'LIMESTONE OUTCROP, AND ABOUT 4 FEET HIGHER THAN THE HIGHWAY.  A
 DR0650'STANDARD DISK, STAMPED 7094.805 L 26 1933.
 DR0650
 DR0650                          STATION RECOVERY (1963)
 DR0650
 DR0650'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 DR0650'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0601 ***********************************************************************
 DS0601  DESIGNATION -  L 260
 DS0601  PID         -  DS0601
 DS0601  STATE/COUNTY-  NM/SOCORRO
 DS0601  USGS QUAD   -  SAN MARCIAL (1982)
 DS0601
 DS0601                         *CURRENT SURVEY CONTROL
 DS0601  ___________________________________________________________________
 DS0601* NAD 83(1986)-  33 39 35.     (N)    106 59 51.     (W)     SCALED    
 DS0601* NAVD 88     -      1365.186  (meters)    4478.95   (feet)  ADJUSTED  
 DS0601  ___________________________________________________________________
 DS0601  GEOID HEIGHT-         -22.77  (meters)                     GEOID03
 DS0601  DYNAMIC HT  -        1363.235 (meters)    4472.55  (feet)  COMP
 DS0601  MODELED GRAV-     979,160.5   (mgal)                       NAVD 88
 DS0601
 DS0601  VERT ORDER  -  FIRST     CLASS II
 DS0601
 DS0601.The horizontal coordinates were scaled from a topographic map and have
 DS0601.an estimated accuracy of +/- 6 seconds.
 DS0601
 DS0601.The orthometric height was determined by differential leveling
 DS0601.and adjusted by the National Geodetic Survey in June 1991..
 DS0601
 DS0601.The geoid height was determined by GEOID03.
 DS0601
 DS0601.The dynamic height is computed by dividing the NAVD 88
 DS0601.geopotential number by the normal gravity value computed on the
 DS0601.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0601.degrees latitude (g = 980.6199 gals.).
 DS0601
 DS0601.The modeled gravity was interpolated from observed gravity values.
 DS0601
 DS0601;                    North         East    Units  Estimated Accuracy
 DS0601;SPC NM C     -   295,170.      430,670.      MT  (+/- 180 meters Scaled)
 DS0601
 DS0601                          SUPERSEDED SURVEY CONTROL
 DS0601
 DS0601  NGVD 29 (??/??/92) 1364.509  (m)         4476.73   (f) ADJ UNCH    1 2
 DS0601
 DS0601.Superseded values are not recommended for survey control.
 DS0601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0601.See file dsdata.txt to determine how the superseded data were derived.
 DS0601
 DS0601_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT147262(NAD 83)
 DS0601_MARKER: DB = BENCH MARK DISK
 DS0601_SETTING: 80 = SET IN A BOULDER
 DS0601_SP_SET: BOULDER
 DS0601_STAMPING: L 260 1952
 DS0601_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0601+STABILITY: SURFACE MOTION
 DS0601
 DS0601  HISTORY     - Date     Condition        Report By
 DS0601  HISTORY     - 1952     MONUMENTED       CGS
 DS0601
 DS0601                          STATION DESCRIPTION
 DS0601
 DS0601'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DS0601'19.7 MI S FROM SAN ANTONIO.
 DS0601'19.7 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD FROM
 DS0601'THE STATION AT SAN ANTONIO, 10 FEET NORTH OF THE 3RD POLE NORTH OF
 DS0601'MILEPOST 1008, 2 RAILS SOUTH OF CULVERT 1007-A, 49 FEET EAST OF THE
 DS0601'EAST RAIL, 3 FEET ABOVE THE GROUND, SET IN THE TOP OF A 4X6 FOOT
 DS0601'BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0827 ***********************************************************************
 DS0827  DESIGNATION -  L 261
 DS0827  PID         -  DS0827
 DS0827  STATE/COUNTY-  NM/SIERRA
 DS0827  USGS QUAD   -  CUTTER (1985)
 DS0827
 DS0827                         *CURRENT SURVEY CONTROL
 DS0827  ___________________________________________________________________
 DS0827* NAD 83(1986)-  33 04 48.     (N)    107 01 37.     (W)     SCALED    
 DS0827* NAVD 88     -      1435.394  (meters)    4709.29   (feet)  ADJUSTED  
 DS0827  ___________________________________________________________________
 DS0827  GEOID HEIGHT-         -23.03  (meters)                     GEOID03
 DS0827  DYNAMIC HT  -        1433.288 (meters)    4702.38  (feet)  COMP
 DS0827  MODELED GRAV-     979,120.1   (mgal)                       NAVD 88
 DS0827
 DS0827  VERT ORDER  -  FIRST     CLASS II
 DS0827
 DS0827.The horizontal coordinates were scaled from a topographic map and have
 DS0827.an estimated accuracy of +/- 6 seconds.
 DS0827
 DS0827.The orthometric height was determined by differential leveling
 DS0827.and adjusted by the National Geodetic Survey in June 1991..
 DS0827
 DS0827.The geoid height was determined by GEOID03.
 DS0827
 DS0827.The dynamic height is computed by dividing the NAVD 88
 DS0827.geopotential number by the normal gravity value computed on the
 DS0827.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0827.degrees latitude (g = 980.6199 gals.).
 DS0827
 DS0827.The modeled gravity was interpolated from observed gravity values.
 DS0827
 DS0827;                    North         East    Units  Estimated Accuracy
 DS0827;SPC NM W     -   230,920.      905,290.      MT  (+/- 180 meters Scaled)
 DS0827
 DS0827                          SUPERSEDED SURVEY CONTROL
 DS0827
 DS0827  NGVD 29 (??/??/92) 1434.761  (m)         4707.21   (f) ADJ UNCH    1 2
 DS0827
 DS0827.Superseded values are not recommended for survey control.
 DS0827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0827.See file dsdata.txt to determine how the superseded data were derived.
 DS0827
 DS0827_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS108619(NAD 83)
 DS0827_MARKER: DB = BENCH MARK DISK
 DS0827_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0827_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0827_STAMPING: L 261 1952
 DS0827_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0827+STABILITY: SURFACE MOTION
 DS0827
 DS0827  HISTORY     - Date     Condition        Report By
 DS0827  HISTORY     - 1952     MONUMENTED       CGS
 DS0827
 DS0827                          STATION DESCRIPTION
 DS0827
 DS0827'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DS0827'6.8 MI S FROM ENGLE.
 DS0827'6.8 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD FROM
 DS0827'THE STATION AT ENGLE, 0.35 MILE SOUTH OF A ROAD CROSSING, 0.1 MILE
 DS0827'NORTH OF A SMALL WOODEN BRIDGE, 160 FEET NORTHEAST OF MILEPOST 1050,
 DS0827'99 FEET EAST OF THE EAST RAIL, 31 FEET WEST OF THE CENTER LINE OF A
 DS0827'GRADED DIRT ROAD, 1.4 FEET EAST OF A FENCE, 3 FEET SOUTH OF A WITNESS
 DS0827'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.7 FOOT ABOVE
 DS0827'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1001 ***********************************************************************
 CX1001  DESIGNATION -  L 262
 CX1001  PID         -  CX1001
 CX1001  STATE/COUNTY-  NM/LUNA
 CX1001  USGS QUAD   -  FLORIDA (1964)
 CX1001
 CX1001                         *CURRENT SURVEY CONTROL
 CX1001  ___________________________________________________________________
 CX1001* NAD 83(1986)-  32 29 29.     (N)    107 31 10.     (W)     SCALED    
 CX1001* NAVD 88     -      1402.884  (meters)    4602.63   (feet)  ADJUSTED  
 CX1001  ___________________________________________________________________
 CX1001  GEOID HEIGHT-         -23.99  (meters)                     GEOID03
 CX1001  DYNAMIC HT  -        1400.772 (meters)    4595.70  (feet)  COMP
 CX1001  MODELED GRAV-     979,083.8   (mgal)                       NAVD 88
 CX1001
 CX1001  VERT ORDER  -  FIRST     CLASS II
 CX1001
 CX1001.The horizontal coordinates were scaled from a topographic map and have
 CX1001.an estimated accuracy of +/- 6 seconds.
 CX1001
 CX1001.The orthometric height was determined by differential leveling
 CX1001.and adjusted by the National Geodetic Survey in June 1991..
 CX1001.WARNING-Repeat measurements at this control monument indicate possible
 CX1001.vertical movement.
 CX1001
 CX1001.The geoid height was determined by GEOID03.
 CX1001
 CX1001.The dynamic height is computed by dividing the NAVD 88
 CX1001.geopotential number by the normal gravity value computed on the
 CX1001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX1001.degrees latitude (g = 980.6199 gals.).
 CX1001
 CX1001.The modeled gravity was interpolated from observed gravity values.
 CX1001
 CX1001;                    North         East    Units  Estimated Accuracy
 CX1001;SPC NM W     -   165,400.      859,500.      MT  (+/- 180 meters Scaled)
 CX1001
 CX1001                          SUPERSEDED SURVEY CONTROL
 CX1001
 CX1001  NGVD 29 (??/??/92) 1402.185  (m)         4600.34   (f) ADJ UNCH    1 2
 CX1001
 CX1001.Superseded values are not recommended for survey control.
 CX1001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1001.See file dsdata.txt to determine how the superseded data were derived.
 CX1001
 CX1001_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBR632977(NAD 83)
 CX1001_MARKER: DB = BENCH MARK DISK
 CX1001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX1001_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CX1001_STAMPING: L 262 1952
 CX1001_PROJECTION: PROJECTING 8 CENTIMETERS
 CX1001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX1001+STABILITY: SURFACE MOTION
 CX1001
 CX1001  HISTORY     - Date     Condition        Report By
 CX1001  HISTORY     - 1952     MONUMENTED       CGS
 CX1001  HISTORY     - 1980     GOOD             NGS
 CX1001
 CX1001                          STATION DESCRIPTION
 CX1001
 CX1001'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CX1001'7.0 MI SW FROM NUTT.
 CX1001'7.0 MILES SOUTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 CX1001'FROM THE STATION SIGN AT NUTT, 19.5 FEET SOUTHWEST OF MILEPOST 1112,
 CX1001'154.6 FEET EAST OF THE CENTER LINE OF STATE HIGHWAY 26, 50 FEET WEST
 CX1001'OF THE WEST RAIL. 3 FEET WEST OF A FENCE, 3 FEET SOUTH OF A WITNESS
 CX1001'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.8 FOOT ABOVE
 CX1001'THE GROUND.
 CX1001
 CX1001                          STATION RECOVERY (1980)
 CX1001
 CX1001'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CX1001'RECOVERED IN GOOD CONDITION.  DUE TO CHANGES IN THE ROUTE, A NEW
 CX1001'DESCRIPTION FOLLOWS.  12.1 KILOMETERS (7.5 MILES) SOUTHWEST ALONG
 CX1001'STATE HIGHWAY 26 FROM ITS JUNCTION WITH STATE HIGHWAY 27 IN NUTT,
 CX1001'1.3 KILOMETERS (0.8 MILE) NORTHEAST OF HIGHWAY MILEMARKER 20 AND
 CX1001'A CONCRETE BRIDGE ACROSS A WASH, 46.3 METERS (152.0 FEET) SOUTHEAST
 CX1001'OF THE CENTERLINE OF THE HIGHWAY, 23.4 METERS (83.2 FEET) NORTH OF
 CX1001'RAILROAD MILEPOST 1112, 15.2 METERS (50.0 FEET) NORTHWEST OF THE
 CX1001'NORTHWEST RAIL OF THE RAILROAD AND 5.9 METERS (19.5 FEET) WEST OF A
 CX1001'TELEPHONE POLE.
 CX1001'THE MARK IS 0.6 METERS  NE FROM A WITNESS POST.
 CX1001'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0867 ***********************************************************************
 CX0867  DESIGNATION -  L 263
 CX0867  PID         -  CX0867
 CX0867  STATE/COUNTY-  NM/DONA ANA
 CX0867  USGS QUAD   -  ARROYO CUERVO (1980)
 CX0867
 CX0867                         *CURRENT SURVEY CONTROL
 CX0867  ___________________________________________________________________
 CX0867* NAD 83(1986)-  32 37 54.     (N)    107 17 50.     (W)     SCALED    
 CX0867* NAVD 88     -      1373.628  (meters)    4506.64   (feet)  POSTED    
 CX0867  ___________________________________________________________________
 CX0867  GEOID HEIGHT-         -23.78  (meters)                     GEOID03
 CX0867  DYNAMIC HT  -        1371.600 (meters)    4499.99  (feet)  COMP
 CX0867  MODELED GRAV-     979,112.6   (mgal)                       NAVD 88
 CX0867
 CX0867  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 CX0867
 CX0867.The horizontal coordinates were scaled from a topographic map and have
 CX0867.an estimated accuracy of +/- 6 seconds.
 CX0867
 CX0867.The orthometric height was determined by differential leveling
 CX0867.and adjusted by the National Geodetic Survey in 1992..
 CX0867.No vertical observational check was made to the station.
 CX0867.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 CX0867.was located on a no-check spur therefore a value was not computed.
 CX0867
 CX0867.The geoid height was determined by GEOID03.
 CX0867
 CX0867.The dynamic height is computed by dividing the NAVD 88
 CX0867.geopotential number by the normal gravity value computed on the
 CX0867.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0867.degrees latitude (g = 980.6199 gals.).
 CX0867
 CX0867.The modeled gravity was interpolated from observed gravity values.
 CX0867
 CX0867;                    North         East    Units  Estimated Accuracy
 CX0867;SPC NM C     -   181,390.      401,740.      MT  (+/- 180 meters Scaled)
 CX0867
 CX0867                          SUPERSEDED SURVEY CONTROL
 CX0867
 CX0867  NGVD 29 (??/??/92) 1372.984  (m)         4504.53   (f) ADJ UNCH    1 2
 CX0867
 CX0867.Superseded values are not recommended for survey control.
 CX0867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0867.See file dsdata.txt to determine how the superseded data were derived.
 CX0867
 CX0867_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBS844127(NAD 83)
 CX0867_MARKER: DB = BENCH MARK DISK
 CX0867_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX0867_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CX0867_STAMPING: L 263 1952
 CX0867_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX0867+STABILITY: SURFACE MOTION
 CX0867
 CX0867  HISTORY     - Date     Condition        Report By
 CX0867  HISTORY     - 1952     MONUMENTED       CGS
 CX0867
 CX0867                          STATION DESCRIPTION
 CX0867
 CX0867'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CX0867'9.7 MI SW FROM HATCH.
 CX0867'1.15 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD FROM
 CX0867'THE STATION AT HATCH, THENCE 7.15 MILES SOUTHWEST ALONG STATE HIGHWAY
 CX0867'26, THENCE 1.4 MILES NORTHWEST ALONG A DIRT ROAD, AT THE HATCH
 CX0867'AIRPORT, 228 FEET EAST OF THE EAST EDGE OF THE NORTH AND SOUTH RUNWAY,
 CX0867'55 FEET NORTH OF THE CENTER LINE OF A TRACK ROAD, 4 FEET WEST OF A 10
 CX0867'INCH ORANGE AND WHITE POLE, 3.4 FEET NORTH OF A WITNESS POST, SET IN
 CX0867'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.9 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0112 ***********************************************************************
 CY0112  DESIGNATION -  L 265
 CY0112  PID         -  CY0112
 CY0112  STATE/COUNTY-  NM/GRANT
 CY0112  USGS QUAD   -  GAGE NW (1976)
 CY0112
 CY0112                         *CURRENT SURVEY CONTROL
 CY0112  ___________________________________________________________________
 CY0112* NAD 83(1986)-  32 12 26.     (N)    108 13 56.     (W)     SCALED    
 CY0112* NAVD 88     -      1390.245  (meters)    4561.16   (feet)  ADJUSTED  
 CY0112  ___________________________________________________________________
 CY0112  GEOID HEIGHT-         -24.79  (meters)                     GEOID03
 CY0112  DYNAMIC HT  -        1388.133 (meters)    4554.23  (feet)  COMP
 CY0112  MODELED GRAV-     979,071.5   (mgal)                       NAVD 88
 CY0112
 CY0112  VERT ORDER  -  FIRST     CLASS II
 CY0112
 CY0112.The horizontal coordinates were scaled from a topographic map and have
 CY0112.an estimated accuracy of +/- 6 seconds.
 CY0112
 CY0112.The orthometric height was determined by differential leveling
 CY0112.and adjusted by the National Geodetic Survey in June 1991..
 CY0112
 CY0112.The geoid height was determined by GEOID03.
 CY0112
 CY0112.The dynamic height is computed by dividing the NAVD 88
 CY0112.geopotential number by the normal gravity value computed on the
 CY0112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0112.degrees latitude (g = 980.6199 gals.).
 CY0112
 CY0112.The modeled gravity was interpolated from observed gravity values.
 CY0112
 CY0112;                    North         East    Units  Estimated Accuracy
 CY0112;SPC NM W     -   133,920.      792,400.      MT  (+/- 180 meters Scaled)
 CY0112
 CY0112                          SUPERSEDED SURVEY CONTROL
 CY0112
 CY0112  NGVD 29 (??/??/92) 1389.478  (m)         4558.65   (f) ADJ UNCH    1 2
 CY0112
 CY0112.Superseded values are not recommended for survey control.
 CY0112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0112.See file dsdata.txt to determine how the superseded data were derived.
 CY0112
 CY0112_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYA608667(NAD 83)
 CY0112_MARKER: DB = BENCH MARK DISK
 CY0112_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CY0112_SP_SET: ABUTMENT
 CY0112_STAMPING: L 265 1953
 CY0112_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CY0112
 CY0112  HISTORY     - Date     Condition        Report By
 CY0112  HISTORY     - 1953     MONUMENTED       CGS
 CY0112  HISTORY     - 1980     GOOD             NGS
 CY0112
 CY0112                          STATION DESCRIPTION
 CY0112
 CY0112'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 CY0112'8.75 MI W FROM GAGE.
 CY0112'8.75 MILES WEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE SECTION
 CY0112'FOREMANS HOUSE AT GAGE, 0.15 MILE EAST OF THE STATION SIGN AT WILMA, 6
 CY0112'1/2 POLES WEST OF MILEPOST 1180, 20 FEET SOUTH OF THE SOUTH RAIL OF
 CY0112'THE MAIN TRACK, SET IN THE TOP OF THE SOUTH END OF THE WEST CONCRETE
 CY0112'ABUTMENT OF BRIDGE 1179.78.
 CY0112
 CY0112                          STATION RECOVERY (1980)
 CY0112
 CY0112'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CY0112'45.7 KILOMETERS (28.4 MILES) WEST ALONG THE SOUTHERN PACIFIC RAILROAD
 CY0112'FROM ITS STATION IN DEMING, 1.6 KILOMETERS (1.0 MILE) EAST OF BENCH
 CY0112'MARK M 265, 0.3 KILOMETER (0.2 MILE) WEST OF MILE POST 1180, 0.25
 CY0112'KILOMETER (0.15 MILE) WEST OF THE LUNA-GRANT COUNTY LINE, SET IN TOP
 CY0112'OF THE SOUTH END OF THE WEST ABUTMENT OF RAILROAD BRIDGE 1179.78,
 CY0112'6.4 METERS (21 FEET) SOUTH OF THE SOUTH RAIL AND 0.4 METER (1.2 FEET)
 CY0112'NORTH OF THE NORTH END OF THE ABUTMENT.
 CY0112'THE MARK IS 0.4 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1137 ***********************************************************************
 GL1137  DESIGNATION -  L 266
 GL1137  PID         -  GL1137
 GL1137  STATE/COUNTY-  NM/UNION
 GL1137  USGS QUAD   -  CROSS L RANCH SW (1972)
 GL1137
 GL1137                         *CURRENT SURVEY CONTROL
 GL1137  ___________________________________________________________________
 GL1137* NAD 83(1986)-  36 47 09.     (N)    103 40 16.     (W)     SCALED    
 GL1137* NAVD 88     -      1859.982  (meters)    6102.29   (feet)  ADJUSTED  
 GL1137  ___________________________________________________________________
 GL1137  GEOID HEIGHT-         -19.82  (meters)                     GEOID03
 GL1137  DYNAMIC HT  -        1857.713 (meters)    6094.85  (feet)  COMP
 GL1137  MODELED GRAV-     979,344.7   (mgal)                       NAVD 88
 GL1137
 GL1137  VERT ORDER  -  SECOND    CLASS 0
 GL1137
 GL1137.The horizontal coordinates were scaled from a topographic map and have
 GL1137.an estimated accuracy of +/- 6 seconds.
 GL1137
 GL1137.The orthometric height was determined by differential leveling
 GL1137.and adjusted by the National Geodetic Survey in June 1991..
 GL1137
 GL1137.The geoid height was determined by GEOID03.
 GL1137
 GL1137.The dynamic height is computed by dividing the NAVD 88
 GL1137.geopotential number by the normal gravity value computed on the
 GL1137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL1137.degrees latitude (g = 980.6199 gals.).
 GL1137
 GL1137.The modeled gravity was interpolated from observed gravity values.
 GL1137
 GL1137;                    North         East    Units  Estimated Accuracy
 GL1137;SPC NM E     -   641,920.      224,110.      MT  (+/- 180 meters Scaled)
 GL1137
 GL1137                          SUPERSEDED SURVEY CONTROL
 GL1137
 GL1137  NGVD 29 (??/??/92) 1859.073  (m)         6099.31   (f) ADJ UNCH    2 0
 GL1137
 GL1137.Superseded values are not recommended for survey control.
 GL1137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1137.See file dsdata.txt to determine how the superseded data were derived.
 GL1137
 GL1137_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA185719(NAD 83)
 GL1137_MARKER: DB = BENCH MARK DISK
 GL1137_SETTING: 66 = SET IN ROCK OUTCROP
 GL1137_SP_SET: SANDSTONE OUTCROP
 GL1137_STAMPING: L 266 1955
 GL1137_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GL1137+STABILITY: POSITION/ELEVATION WELL
 GL1137
 GL1137  HISTORY     - Date     Condition        Report By
 GL1137  HISTORY     - 1955     MONUMENTED       CGS
 GL1137
 GL1137                          STATION DESCRIPTION
 GL1137
 GL1137'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GL1137'13.4 MI E FROM DES MOINES.
 GL1137'1.25 MILES NORTHWEST ALONG STATE HIGHWAY 72 FROM THE COLORADO AND
 GL1137'SOUTHERN RAILROAD STATION AT DES MOINES, THENCE 1.45 MILES NORTH ALONG
 GL1137'A TRACK ROAD, THENCE 2.0 MILES EAST ALONG A TRACK ROAD, THENCE 1.0
 GL1137'MILE SOUTH ALONG A TRACK ROAD, THENCE 7.7 MILES EAST ALONG A GRADED
 GL1137'DIRT ROAD, 0.3 MILE WEST OF A JUNCTION WITH A TRACK ROAD LEADING
 GL1137'SOUTH, 37 FEET SOUTH OF THE CENTER LINE OF A ROAD, 1.9 FEET NORTH OF A
 GL1137'FENCE, 2.6 FEET NORTHEAST OF A WITNESS POST, 1.7 FEET ABOVE THE
 GL1137'GROUND, SET IN THE TOP OF A 7X9 FOOT SANDSTONE OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1123 ***********************************************************************
 GL1123  DESIGNATION -  L 267
 GL1123  PID         -  GL1123
 GL1123  STATE/COUNTY-  NM/UNION
 GL1123  USGS QUAD   -  FIDDLER SPRINGS (1972)
 GL1123
 GL1123                         *CURRENT SURVEY CONTROL
 GL1123  ___________________________________________________________________
 GL1123* NAD 83(1986)-  36 46 16.     (N)    103 31 04.     (W)     SCALED    
 GL1123* NAVD 88     -      1762.327  (meters)    5781.90   (feet)  ADJUSTED  
 GL1123  ___________________________________________________________________
 GL1123  GEOID HEIGHT-         -20.47  (meters)                     GEOID03
 GL1123  DYNAMIC HT  -        1760.213 (meters)    5774.97  (feet)  COMP
 GL1123  MODELED GRAV-     979,368.7   (mgal)                       NAVD 88
 GL1123
 GL1123  VERT ORDER  -  SECOND    CLASS 0
 GL1123
 GL1123.The horizontal coordinates were scaled from a topographic map and have
 GL1123.an estimated accuracy of +/- 6 seconds.
 GL1123
 GL1123.The orthometric height was determined by differential leveling
 GL1123.and adjusted by the National Geodetic Survey in June 1991..
 GL1123
 GL1123.The geoid height was determined by GEOID03.
 GL1123
 GL1123.The dynamic height is computed by dividing the NAVD 88
 GL1123.geopotential number by the normal gravity value computed on the
 GL1123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL1123.degrees latitude (g = 980.6199 gals.).
 GL1123
 GL1123.The modeled gravity was interpolated from observed gravity values.
 GL1123
 GL1123;                    North         East    Units  Estimated Accuracy
 GL1123;SPC NM E     -   640,390.      237,810.      MT  (+/- 180 meters Scaled)
 GL1123
 GL1123                          SUPERSEDED SURVEY CONTROL
 GL1123
 GL1123  NGVD 29 (??/??/92) 1761.475  (m)         5779.11   (f) ADJ UNCH    2 0
 GL1123
 GL1123.Superseded values are not recommended for survey control.
 GL1123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1123.See file dsdata.txt to determine how the superseded data were derived.
 GL1123
 GL1123_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA322705(NAD 83)
 GL1123_MARKER: DB = BENCH MARK DISK
 GL1123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL1123_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL1123_STAMPING: L 267 1955
 GL1123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL1123+STABILITY: SURFACE MOTION
 GL1123
 GL1123  HISTORY     - Date     Condition        Report By
 GL1123  HISTORY     - 1955     MONUMENTED       CGS
 GL1123
 GL1123                          STATION DESCRIPTION
 GL1123
 GL1123'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GL1123'23.2 MI NE FROM GRENVILLE.
 GL1123'4.8 MILES NORTHWEST ALONG THE COLORADO AND SOUTHERN RAILROAD FROM THE
 GL1123'STATION AT GRENVILLE, THENCE 7.8 MILES NORTH ALONG A GRADED DIRT ROAD,
 GL1123'THENCE 10.6 MILES EAST ALONG A GRADED DIRT ROAD, 0.15 MILE NORTHEAST
 GL1123'OF THE TOP OF A HILL, 146 FEET SOUTHEAST OF THE CENTER LINE OF THE
 GL1123'ROAD, 196 FEET NORTHEAST OF A LONE PINON TREE, 2.7 FEET SOUTHWEST OF A
 GL1123'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5
 GL1123'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0407 ***********************************************************************
 GL0407  DESIGNATION -  L 268
 GL0407  PID         -  GL0407
 GL0407  STATE/COUNTY-  NM/UNION
 GL0407  USGS QUAD   -  BOILER GAP (1972)
 GL0407
 GL0407                         *CURRENT SURVEY CONTROL
 GL0407  ___________________________________________________________________
 GL0407* NAD 83(1986)-  36 39 21.     (N)    103 22 44.     (W)     SCALED    
 GL0407* NAVD 88     -      1663.190  (meters)    5456.65   (feet)  ADJUSTED  
 GL0407  ___________________________________________________________________
 GL0407  GEOID HEIGHT-         -21.05  (meters)                     GEOID03
 GL0407  DYNAMIC HT  -        1661.215 (meters)    5450.17  (feet)  COMP
 GL0407  MODELED GRAV-     979,384.7   (mgal)                       NAVD 88
 GL0407
 GL0407  VERT ORDER  -  SECOND    CLASS 0
 GL0407
 GL0407.The horizontal coordinates were scaled from a topographic map and have
 GL0407.an estimated accuracy of +/- 6 seconds.
 GL0407
 GL0407.The orthometric height was determined by differential leveling
 GL0407.and adjusted by the National Geodetic Survey in June 1991..
 GL0407
 GL0407.The geoid height was determined by GEOID03.
 GL0407
 GL0407.The dynamic height is computed by dividing the NAVD 88
 GL0407.geopotential number by the normal gravity value computed on the
 GL0407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0407.degrees latitude (g = 980.6199 gals.).
 GL0407
 GL0407.The modeled gravity was interpolated from observed gravity values.
 GL0407
 GL0407;                    North         East    Units  Estimated Accuracy
 GL0407;SPC NM E     -   627,710.      250,330.      MT  (+/- 180 meters Scaled)
 GL0407
 GL0407                          SUPERSEDED SURVEY CONTROL
 GL0407
 GL0407  NGVD 29 (??/??/92) 1662.400  (m)         5454.06   (f) ADJ UNCH    2 0
 GL0407
 GL0407.Superseded values are not recommended for survey control.
 GL0407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0407.See file dsdata.txt to determine how the superseded data were derived.
 GL0407
 GL0407_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA448579(NAD 83)
 GL0407_MARKER: DB = BENCH MARK DISK
 GL0407_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0407_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0407_STAMPING: L 268 1955
 GL0407_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0407+STABILITY: SURFACE MOTION
 GL0407
 GL0407  HISTORY     - Date     Condition        Report By
 GL0407  HISTORY     - 1955     MONUMENTED       CGS
 GL0407
 GL0407                          STATION DESCRIPTION
 GL0407
 GL0407'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GL0407'15.4 MI NE FROM MOUNT DORA.
 GL0407'0.1 MILE NORTHWEST ALONG THE COLORADO AND SOUTHERN RAILROAD FROM THE
 GL0407'WATER TANK AT MOUNT DORA, THENCE 9.3 MILES NORTH ALONG A GRADED DIRT
 GL0407'ROAD, THENCE 1.0 MILE EAST ALONG A TRACK ROAD, THENCE 5.0 MILES EAST
 GL0407'ALONG A GRADED DIRT ROAD, 0.15 MILE SOUTHWEST OF A ROCKY BLUFF, 101
 GL0407'YARDS WEST OF THE CENTER OF A DRAW, 66 YARDS EAST OF THE TOP OF A
 GL0407'SMALL KNOLL, 36 FEET SOUTH OF THE CENTER LINE OF A ROAD, 2.3 FEET
 GL0407'NORTH OF A FENCE, 2.3 FEET EAST OF A WITNESS POST, SET IN THE TOP OF A
 GL0407'CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1212 ***********************************************************************
 GL1212  DESIGNATION -  L 269
 GL1212  PID         -  GL1212
 GL1212  STATE/COUNTY-  NM/UNION
 GL1212  USGS QUAD   -  FIDDLER SPRINGS (1972)
 GL1212
 GL1212                         *CURRENT SURVEY CONTROL
 GL1212  ___________________________________________________________________
 GL1212* NAD 83(1986)-  36 49 47.     (N)    103 35 34.     (W)     SCALED    
 GL1212* NAVD 88     -      1820.664  (meters)    5973.30   (feet)  ADJUSTED  
 GL1212  ___________________________________________________________________
 GL1212  GEOID HEIGHT-         -20.16  (meters)                     GEOID03
 GL1212  DYNAMIC HT  -        1818.466 (meters)    5966.08  (feet)  COMP
 GL1212  MODELED GRAV-     979,359.0   (mgal)                       NAVD 88
 GL1212
 GL1212  VERT ORDER  -  SECOND    CLASS 0
 GL1212
 GL1212.The horizontal coordinates were scaled from a topographic map and have
 GL1212.an estimated accuracy of +/- 6 seconds.
 GL1212
 GL1212.The orthometric height was determined by differential leveling
 GL1212.and adjusted by the National Geodetic Survey in June 1991..
 GL1212
 GL1212.The geoid height was determined by GEOID03.
 GL1212
 GL1212.The dynamic height is computed by dividing the NAVD 88
 GL1212.geopotential number by the normal gravity value computed on the
 GL1212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL1212.degrees latitude (g = 980.6199 gals.).
 GL1212
 GL1212.The modeled gravity was interpolated from observed gravity values.
 GL1212
 GL1212;                    North         East    Units  Estimated Accuracy
 GL1212;SPC NM E     -   646,840.      231,060.      MT  (+/- 180 meters Scaled)
 GL1212
 GL1212                          SUPERSEDED SURVEY CONTROL
 GL1212
 GL1212  NGVD 29 (??/??/92) 1819.772  (m)         5970.37   (f) ADJ UNCH    2 0
 GL1212
 GL1212.Superseded values are not recommended for survey control.
 GL1212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1212.See file dsdata.txt to determine how the superseded data were derived.
 GL1212
 GL1212_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA254769(NAD 83)
 GL1212_MARKER: DB = BENCH MARK DISK
 GL1212_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL1212_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL1212_STAMPING: L 269 1955
 GL1212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL1212+STABILITY: SURFACE MOTION
 GL1212
 GL1212  HISTORY     - Date     Condition        Report By
 GL1212  HISTORY     - 1955     MONUMENTED       CGS
 GL1212
 GL1212                          STATION DESCRIPTION
 GL1212
 GL1212'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GL1212'48.45 MI NW FROM CLAYTON.
 GL1212'38.75 MILES NORTHWEST ALONG STATE ROAD 370 FROM ITS JUNCTION WITH U.S.
 GL1212'HIGHWAYS 64 AND 87 AT CLAYTON, THENCE 9.7 MILES WEST ALONG A GRADED
 GL1212'DIRT ROAD, 40 FEET NORTH OF THE CENTER LINE OF A ROAD, 5.4 FEET
 GL1212'SOUTHWEST OF A FENCE CORNER, 2.5 FEET SOUTH OF A FENCE, 2.5 FEET WEST
 GL1212'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 GL1212'0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0263 ***********************************************************************
 CW0263  DESIGNATION -  L 27
 CW0263  PID         -  CW0263
 CW0263  STATE/COUNTY-  NM/EDDY
 CW0263  USGS QUAD   -  GRAPEVINE DRAW (1978)
 CW0263
 CW0263                         *CURRENT SURVEY CONTROL
 CW0263  ___________________________________________________________________
 CW0263* NAD 83(1986)-  32 01 44.     (N)    104 33 48.     (W)     SCALED    
 CW0263* NAVD 88     -      1227.376  (meters)    4026.82   (feet)  ADJUSTED  
 CW0263  ___________________________________________________________________
 CW0263  GEOID HEIGHT-         -23.65  (meters)                     GEOID03
 CW0263  DYNAMIC HT  -        1225.520 (meters)    4020.73  (feet)  COMP
 CW0263  MODELED GRAV-     979,085.0   (mgal)                       NAVD 88
 CW0263
 CW0263  VERT ORDER  -  FIRST     CLASS I
 CW0263
 CW0263.The horizontal coordinates were scaled from a topographic map and have
 CW0263.an estimated accuracy of +/- 6 seconds.
 CW0263
 CW0263.The orthometric height was determined by differential leveling
 CW0263.and adjusted by the National Geodetic Survey in June 1991..
 CW0263
 CW0263.The geoid height was determined by GEOID03.
 CW0263
 CW0263.The dynamic height is computed by dividing the NAVD 88
 CW0263.geopotential number by the normal gravity value computed on the
 CW0263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0263.degrees latitude (g = 980.6199 gals.).
 CW0263
 CW0263.The modeled gravity was interpolated from observed gravity values.
 CW0263
 CW0263;                    North         East    Units  Estimated Accuracy
 CW0263;SPC NM E     -   114,090.      143,280.      MT  (+/- 180 meters Scaled)
 CW0263
 CW0263                          SUPERSEDED SURVEY CONTROL
 CW0263
 CW0263  NGVD 29 (??/??/92) 1226.814  (m)         4024.97   (f) ADJ UNCH    1 1
 CW0263
 CW0263.Superseded values are not recommended for survey control.
 CW0263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0263.See file dsdata.txt to determine how the superseded data were derived.
 CW0263
 CW0263_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SER412437(NAD 83)
 CW0263_MARKER: DD = SURVEY DISK
 CW0263_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CW0263_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CW0263_STAMPING: L 27 1933 4025
 CW0263_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CW0263+STABILITY: SURFACE MOTION
 CW0263
 CW0263  HISTORY     - Date     Condition        Report By
 CW0263  HISTORY     - 1933     MONUMENTED       USGS
 CW0263  HISTORY     - 1958     GOOD             NGS
 CW0263  HISTORY     - 1977     GOOD             NGS
 CW0263
 CW0263                          STATION DESCRIPTION
 CW0263
 CW0263'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CW0263'16.8 MI SW FROM WHITES CITY.
 CW0263'ABOUT 0.1 MILE SOUTHEAST ALONG STATE HIGHWAY 7 FROM THE POST OFFICE AT
 CW0263'WHITES CITY, THENCE 2.1 MILES SOUTHWEST ALONG U.S. HIGHWAYS 62 AND
 CW0263'180, THENCE 3.8 MILES SOUTHWEST ALONG OLD HIGHWAY 62, THENCE ABOUT 1.0
 CW0263'MILE SOUTHWEST ALONG THE BOTTOM OF A CANYON DRAW TO THE WASHINGTON
 CW0263'CAMP, THENCE 5.6 MILES SOUTHWEST ALONG A COUNTY ROAD, THENCE 4.2 MILES
 CW0263'SOUTHWEST ALONG A TRAIL ROAD WHICH WAS FORMERLY THE OLD HIGHWAY, 58
 CW0263'FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 52 FEET NORTHWEST OF
 CW0263'THE NORTHWEST END OF A CATTLE GUARD, 2 FEET SOUTHEAST OF A FENCE
 CW0263'CORNER, 2 FEET NORTHEAST OF A CONCRETE WITNESS POST, ABOUT 2 FEET
 CW0263'BELOW THE LEVEL OF THE ROAD, AND IN THE TOP OF A CONCRETE POST
 CW0263'PROJECTING 4 INCHES.
 CW0263
 CW0263                          STATION RECOVERY (1977)
 CW0263
 CW0263'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CW0263'6.5 MILES SOUTHWEST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE
 CW0263'JUNCTION OF STATE HIGHWAY 7, THENCE 6.2 MILES SOUTHWEST ALONG
 CW0263'A PAVED COUNTY ROAD (TO SLAUGHTER CANYON AND NEW CAVE) TO THE
 CW0263'END OF PAVEMENT AND THE JUNCTION OF TWO GRAVEL ROADS,
 CW0263'THENCE 1.75 MILES SOUTHWEST TO A FORKED JUNCTION WITH A ROAD
 CW0263'LEADING SOUTH, THENCE 3.55 MILES SOUTHWEST ALONG A ROCKY ROAD
 CW0263'FORMERLY KNOWN AS THE 1933 ROUTE OF U.S. HIGHWAY 62,
 CW0263'58 FT. NORTHWEST OF THE CENTER LINE OF THE ROAD, 53 FT. NORTHWEST
 CW0263'OF THE NORTHWEST END OF A STEEL CATTLE GUARD, 2 FT. SOUTHEAST OF A
 CW0263'NORTHEAST-SOUTHWEST FENCE LINE, 2 FT. NORTHEAST OF A CONCRETE
 CW0263'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0027 ***********************************************************************
 FO0027  DESIGNATION -  L 27
 FO0027  PID         -  FO0027
 FO0027  STATE/COUNTY-  NM/SANDOVAL
 FO0027  USGS QUAD   -  SANTO DOMINGO PUEBLO (1993)
 FO0027
 FO0027                         *CURRENT SURVEY CONTROL
 FO0027  ___________________________________________________________________
 FO0027* NAD 83(1986)-  35 30 42.     (N)    106 19 53.     (W)     SCALED    
 FO0027* NAVD 88     -      1603.553  (meters)    5260.99   (feet)  ADJUSTED  
 FO0027  ___________________________________________________________________
 FO0027  GEOID HEIGHT-         -20.47  (meters)                     GEOID03
 FO0027  DYNAMIC HT  -        1601.358 (meters)    5253.79  (feet)  COMP
 FO0027  MODELED GRAV-     979,209.9   (mgal)                       NAVD 88
 FO0027
 FO0027  VERT ORDER  -  FIRST     CLASS II
 FO0027
 FO0027.The horizontal coordinates were scaled from a topographic map and have
 FO0027.an estimated accuracy of +/- 6 seconds.
 FO0027
 FO0027.The orthometric height was determined by differential leveling
 FO0027.and adjusted by the National Geodetic Survey in June 1991..
 FO0027.WARNING-Repeat measurements at this control monument indicate possible
 FO0027.vertical movement.
 FO0027
 FO0027.The geoid height was determined by GEOID03.
 FO0027
 FO0027.The dynamic height is computed by dividing the NAVD 88
 FO0027.geopotential number by the normal gravity value computed on the
 FO0027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0027.degrees latitude (g = 980.6199 gals.).
 FO0027
 FO0027.The modeled gravity was interpolated from observed gravity values.
 FO0027
 FO0027;                    North         East    Units  Estimated Accuracy
 FO0027;SPC NM C     -   500,340.      492,620.      MT  (+/- 180 meters Scaled)
 FO0027
 FO0027                          SUPERSEDED SURVEY CONTROL
 FO0027
 FO0027.No superseded survey control is available for this station.
 FO0027
 FO0027_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV792306(NAD 83)
 FO0027_MARKER: DB = BENCH MARK DISK
 FO0027_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 FO0027_STAMPING: L 27 1933 5257.860
 FO0027_MARK LOGO: CGS   
 FO0027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO0027+STABILITY: SURFACE MOTION
 FO0027
 FO0027  HISTORY     - Date     Condition        Report By
 FO0027  HISTORY     - 1933     MONUMENTED       CGS
 FO0027  HISTORY     - 1951     GOOD             NGS
 FO0027  HISTORY     - 1954     GOOD             USE
 FO0027  HISTORY     - 1984     GOOD             NGS
 FO0027
 FO0027                          STATION DESCRIPTION
 FO0027
 FO0027'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 FO0027'0.6 MI SW FROM DOMINGO.
 FO0027'0.6 MILE SOUTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 FO0027'FROM THE STATION AT DOMINGO, 5 1/2 POLES NORTHEAST OF MILEPOST 866, 21
 FO0027'FEET SOUTHWEST OF THE SOUTHWEST SIDE OF THE CONCRETE FOUNDATION OF
 FO0027'SEMAPHORE 8652, 15 FEET SOUTH OF THE SOUTH RAIL, SET IN THE TOP OF THE
 FO0027'SOUTH END OF THE EAST CONCRETE ABUTMENT OF A TRIPLE 8X8 FOOT CONCRETE
 FO0027'CULVERT.
 FO0027
 FO0027                          STATION RECOVERY (1954)
 FO0027
 FO0027'RECOVERY NOTE BY US ENGINEERS 1954
 FO0027'RECOVERED IN GOOD CONDITION.
 FO0027
 FO0027                          STATION RECOVERY (1984)
 FO0027
 FO0027'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 FO0027'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  1.0 KM (0.6 MI)
 FO0027'SOUTHWEST ALONG THE ATCHISON TOPEKA AND SANTA FE RAILROAD FROM THE
 FO0027'SANTO DOMINGO INDIAN TRADING POST IN DOMINGO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0434 ***********************************************************************
 GL0434  DESIGNATION -  L 270
 GL0434  PID         -  GL0434
 GL0434  STATE/COUNTY-  NM/UNION
 GL0434  USGS QUAD   -  BIBLE TOP BUTTE (1972)
 GL0434
 GL0434                         *CURRENT SURVEY CONTROL
 GL0434  ___________________________________________________________________
 GL0434* NAD 83(1986)-  36 33 05.     (N)    103 17 13.     (W)     SCALED    
 GL0434* NAVD 88     -      1618.293  (meters)    5309.35   (feet)  ADJUSTED  
 GL0434  ___________________________________________________________________
 GL0434  GEOID HEIGHT-         -21.48  (meters)                     GEOID03
 GL0434  DYNAMIC HT  -        1616.383 (meters)    5303.08  (feet)  COMP
 GL0434  MODELED GRAV-     979,393.9   (mgal)                       NAVD 88
 GL0434
 GL0434  VERT ORDER  -  SECOND    CLASS 0
 GL0434
 GL0434.The horizontal coordinates were scaled from a topographic map and have
 GL0434.an estimated accuracy of +/- 6 seconds.
 GL0434
 GL0434.The orthometric height was determined by differential leveling
 GL0434.and adjusted by the National Geodetic Survey in June 1991..
 GL0434
 GL0434.The geoid height was determined by GEOID03.
 GL0434
 GL0434.The dynamic height is computed by dividing the NAVD 88
 GL0434.geopotential number by the normal gravity value computed on the
 GL0434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0434.degrees latitude (g = 980.6199 gals.).
 GL0434
 GL0434.The modeled gravity was interpolated from observed gravity values.
 GL0434
 GL0434;                    North         East    Units  Estimated Accuracy
 GL0434;SPC NM E     -   616,210.      258,680.      MT  (+/- 180 meters Scaled)
 GL0434
 GL0434                          SUPERSEDED SURVEY CONTROL
 GL0434
 GL0434  NGVD 29 (??/??/92) 1617.542  (m)         5306.89   (f) ADJ UNCH    2 0
 GL0434
 GL0434.Superseded values are not recommended for survey control.
 GL0434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0434.See file dsdata.txt to determine how the superseded data were derived.
 GL0434
 GL0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA533464(NAD 83)
 GL0434_MARKER: DB = BENCH MARK DISK
 GL0434_SETTING: 66 = SET IN ROCK OUTCROP
 GL0434_SP_SET: OUTCROP
 GL0434_STAMPING: L 270 1955
 GL0434_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GL0434+STABILITY: POSITION/ELEVATION WELL
 GL0434
 GL0434  HISTORY     - Date     Condition        Report By
 GL0434  HISTORY     - 1955     MONUMENTED       CGS
 GL0434
 GL0434                          STATION DESCRIPTION
 GL0434
 GL0434'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GL0434'9.6 MI NW FROM CLAYTON.
 GL0434'9.6 MILES NORTHWEST ALONG STATE ROAD 370 FROM ITS JUNCTION WITH U.S.
 GL0434'HIGHWAYS 64 AND 87 AT CLAYTON, 0.45 MILE NORTH OF A RANCH HOUSE, 0.1
 GL0434'MILE NORTH OF A CURVE IN THE ROAD, 94 FEET EAST OF THE CENTER LINE OF
 GL0434'THE ROAD, 56 FEET EAST OF A FENCE, 0.3 FOOT ABOVE THE GROUND, 6 FEET
 GL0434'ABOVE THE LEVEL OF THE ROAD, SET IN THE TOP OF A LARGE LAVA ROCK
 GL0434'OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0532 ***********************************************************************
 GL0532  DESIGNATION -  L 271
 GL0532  PID         -  GL0532
 GL0532  STATE/COUNTY-  NM/UNION
 GL0532  USGS QUAD   -  GUY (1972)
 GL0532
 GL0532                         *CURRENT SURVEY CONTROL
 GL0532  ___________________________________________________________________
 GL0532* NAD 83(1986)-  36 49 44.     (N)    103 27 03.     (W)     SCALED    
 GL0532* NAVD 88     -      1689.937  (meters)    5544.40   (feet)  ADJUSTED  
 GL0532  ___________________________________________________________________
 GL0532  GEOID HEIGHT-         -20.76  (meters)                     GEOID03
 GL0532  DYNAMIC HT  -        1687.934 (meters)    5537.83  (feet)  COMP
 GL0532  MODELED GRAV-     979,385.8   (mgal)                       NAVD 88
 GL0532
 GL0532  VERT ORDER  -  SECOND    CLASS 0
 GL0532
 GL0532.The horizontal coordinates were scaled from a topographic map and have
 GL0532.an estimated accuracy of +/- 6 seconds.
 GL0532
 GL0532.The orthometric height was determined by differential leveling
 GL0532.and adjusted by the National Geodetic Survey in June 1991..
 GL0532
 GL0532.The geoid height was determined by GEOID03.
 GL0532
 GL0532.The dynamic height is computed by dividing the NAVD 88
 GL0532.geopotential number by the normal gravity value computed on the
 GL0532.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0532.degrees latitude (g = 980.6199 gals.).
 GL0532
 GL0532.The modeled gravity was interpolated from observed gravity values.
 GL0532
 GL0532;                    North         East    Units  Estimated Accuracy
 GL0532;SPC NM E     -   646,850.      243,720.      MT  (+/- 180 meters Scaled)
 GL0532
 GL0532                          SUPERSEDED SURVEY CONTROL
 GL0532
 GL0532  NGVD 29 (??/??/92) 1689.090  (m)         5541.62   (f) ADJ UNCH    2 0
 GL0532
 GL0532.Superseded values are not recommended for survey control.
 GL0532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0532.See file dsdata.txt to determine how the superseded data were derived.
 GL0532
 GL0532_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA381770(NAD 83)
 GL0532_MARKER: DB = BENCH MARK DISK
 GL0532_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0532_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0532_STAMPING: L 271 1955
 GL0532_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0532+STABILITY: SURFACE MOTION
 GL0532
 GL0532  HISTORY     - Date     Condition        Report By
 GL0532  HISTORY     - 1955     MONUMENTED       CGS
 GL0532
 GL0532                          STATION DESCRIPTION
 GL0532
 GL0532'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GL0532'38.75 MI NW FROM CLAYTON.
 GL0532'38.75 MILES NORTHWEST ALONG STATE ROAD 370 FROM ITS JUNCTION WITH U.S.
 GL0532'HIGHWAYS 64 AND 87 AT CLAYTON, 152 FEET NORTHWEST OF THE NORTHWEST
 GL0532'CORNER OF A STONE HOUSE, 133 FEET NORTH OF THE CENTER LINE OF A ROAD
 GL0532'LEADING WEST, 172 FEET SOUTH OF A POWER POLE, 48 FEET WEST OF THE
 GL0532'CENTER LINE OF THE STATE ROAD, 12 FEET EAST OF A FENCE, 1.8 FEET SOUTH
 GL0532'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0497 ***********************************************************************
 GL0497  DESIGNATION -  L 272
 GL0497  PID         -  GL0497
 GL0497  STATE/COUNTY-  NM/UNION
 GL0497  USGS QUAD   -  CUATES SCHOOL (1972)
 GL0497
 GL0497                         *CURRENT SURVEY CONTROL
 GL0497  ___________________________________________________________________
 GL0497* NAD 83(1986)-  36 46 16.     (N)    103 18 22.     (W)     SCALED    
 GL0497* NAVD 88     -      1636.365  (meters)    5368.64   (feet)  ADJUSTED  
 GL0497  ___________________________________________________________________
 GL0497  GEOID HEIGHT-         -21.33  (meters)                     GEOID03
 GL0497  DYNAMIC HT  -        1634.442 (meters)    5362.33  (feet)  COMP
 GL0497  MODELED GRAV-     979,398.4   (mgal)                       NAVD 88
 GL0497
 GL0497  VERT ORDER  -  SECOND    CLASS 0
 GL0497
 GL0497.The horizontal coordinates were scaled from a topographic map and have
 GL0497.an estimated accuracy of +/- 6 seconds.
 GL0497
 GL0497.The orthometric height was determined by differential leveling
 GL0497.and adjusted by the National Geodetic Survey in June 1991..
 GL0497
 GL0497.The geoid height was determined by GEOID03.
 GL0497
 GL0497.The dynamic height is computed by dividing the NAVD 88
 GL0497.geopotential number by the normal gravity value computed on the
 GL0497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0497.degrees latitude (g = 980.6199 gals.).
 GL0497
 GL0497.The modeled gravity was interpolated from observed gravity values.
 GL0497
 GL0497;                    North         East    Units  Estimated Accuracy
 GL0497;SPC NM E     -   640,570.      256,700.      MT  (+/- 180 meters Scaled)
 GL0497
 GL0497                          SUPERSEDED SURVEY CONTROL
 GL0497
 GL0497  NGVD 29 (??/??/92) 1635.576  (m)         5366.05   (f) ADJ UNCH    2 0
 GL0497
 GL0497.Superseded values are not recommended for survey control.
 GL0497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0497.See file dsdata.txt to determine how the superseded data were derived.
 GL0497
 GL0497_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA511708(NAD 83)
 GL0497_MARKER: DB = BENCH MARK DISK
 GL0497_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0497_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0497_STAMPING: L 272 1955
 GL0497_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0497+STABILITY: SURFACE MOTION
 GL0497
 GL0497  HISTORY     - Date     Condition        Report By
 GL0497  HISTORY     - 1955     MONUMENTED       CGS
 GL0497
 GL0497                          STATION DESCRIPTION
 GL0497
 GL0497'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GL0497'26.85 MI NW FROM CLAYTON.
 GL0497'26.85 MILES NORTHWEST ALONG STATE ROAD 370 FROM ITS JUNCTION WITH U.S.
 GL0497'HIGHWAYS 64 AND 87 AT CLAYTON, 230 FEET NORTHEAST OF THE CENTER LINE
 GL0497'OF THE STATE ROAD, 44 FEET NORTH OF THE CENTER LINE OF A GRADED DIRT
 GL0497'ROAD LEADING EAST, 3.2 FEET NORTH OF A FENCE, 2.5 FEET NORTHEAST OF A
 GL0497'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4
 GL0497'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0539 ***********************************************************************
 GL0539  DESIGNATION -  L 273
 GL0539  PID         -  GL0539
 GL0539  STATE/COUNTY-  NM/UNION
 GL0539  USGS QUAD   -  GREENDAILEY CANYON (1972)
 GL0539
 GL0539                         *CURRENT SURVEY CONTROL
 GL0539  ___________________________________________________________________
 GL0539* NAD 83(1986)-  36 45 21.     (N)    103 01 36.     (W)     SCALED    
 GL0539* NAVD 88     -      1476.261  (meters)    4843.37   (feet)  ADJUSTED  
 GL0539  ___________________________________________________________________
 GL0539  GEOID HEIGHT-         -22.36  (meters)                     GEOID03
 GL0539  DYNAMIC HT  -        1474.575 (meters)    4837.83  (feet)  COMP
 GL0539  MODELED GRAV-     979,436.8   (mgal)                       NAVD 88
 GL0539
 GL0539  VERT ORDER  -  SECOND    CLASS 0
 GL0539
 GL0539.The horizontal coordinates were scaled from a topographic map and have
 GL0539.an estimated accuracy of +/- 6 seconds.
 GL0539
 GL0539.The orthometric height was determined by differential leveling
 GL0539.and adjusted by the National Geodetic Survey in June 1991..
 GL0539
 GL0539.The geoid height was determined by GEOID03.
 GL0539
 GL0539.The dynamic height is computed by dividing the NAVD 88
 GL0539.geopotential number by the normal gravity value computed on the
 GL0539.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0539.degrees latitude (g = 980.6199 gals.).
 GL0539
 GL0539.The modeled gravity was interpolated from observed gravity values.
 GL0539
 GL0539;                    North         East    Units  Estimated Accuracy
 GL0539;SPC NM E     -   639,180.      281,670.      MT  (+/- 180 meters Scaled)
 GL0539
 GL0539                          SUPERSEDED SURVEY CONTROL
 GL0539
 GL0539  NGVD 29 (??/??/92) 1475.559  (m)         4841.06   (f) ADJ UNCH    2 0
 GL0539
 GL0539.Superseded values are not recommended for survey control.
 GL0539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0539.See file dsdata.txt to determine how the superseded data were derived.
 GL0539
 GL0539_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA761696(NAD 83)
 GL0539_MARKER: DB = BENCH MARK DISK
 GL0539_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0539_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0539_STAMPING: L 273 1955
 GL0539_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0539+STABILITY: SURFACE MOTION
 GL0539_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GL0539+SATELLITE: SATELLITE OBSERVATIONS - October 08, 2005
 GL0539
 GL0539  HISTORY     - Date     Condition        Report By
 GL0539  HISTORY     - 1955     MONUMENTED       CGS
 GL0539  HISTORY     - 20051008 GOOD             INDIV
 GL0539
 GL0539                          STATION DESCRIPTION
 GL0539
 GL0539'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GL0539'13.2 MI NE FROM SENECA.
 GL0539'13.2 MILES NORTHEAST ALONG STATE HIGHWAY 18 FROM THE POST OFFICE AT
 GL0539'SENECA, 160 YARDS SOUTH OF THE CENTER LINE OF A TRACK ROAD LEADING
 GL0539'WEST, 137 YARDS SOUTH OF A FENCE LEADING WEST, IN LINE WITH A ROW OF
 GL0539'POWER POLES, 170 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 15
 GL0539'FEET SOUTHEAST OF A POWER POLE, 1 FOOT SOUTH OF A WITNESS POST, SET IN
 GL0539'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
 GL0539
 GL0539                          STATION RECOVERY (2005)
 GL0539
 GL0539'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (SGK)
 GL0539'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0412 ***********************************************************************
 GL0412  DESIGNATION -  L 274
 GL0412  PID         -  GL0412
 GL0412  STATE/COUNTY-  NM/UNION
 GL0412  USGS QUAD   -  MC LAUGHLIN BRIDGE (1972)
 GL0412
 GL0412                         *CURRENT SURVEY CONTROL
 GL0412  ___________________________________________________________________
 GL0412* NAD 83(1986)-  36 39 21.     (N)    103 16 17.     (W)     SCALED    
 GL0412* NAVD 88     -      1608.949  (meters)    5278.69   (feet)  ADJUSTED  
 GL0412  ___________________________________________________________________
 GL0412  GEOID HEIGHT-         -21.47  (meters)                     GEOID03
 GL0412  DYNAMIC HT  -        1607.070 (meters)    5272.53  (feet)  COMP
 GL0412  MODELED GRAV-     979,406.7   (mgal)                       NAVD 88
 GL0412
 GL0412  VERT ORDER  -  SECOND    CLASS 0
 GL0412
 GL0412.The horizontal coordinates were scaled from a topographic map and have
 GL0412.an estimated accuracy of +/- 6 seconds.
 GL0412
 GL0412.The orthometric height was determined by differential leveling
 GL0412.and adjusted by the National Geodetic Survey in June 1991..
 GL0412
 GL0412.The geoid height was determined by GEOID03.
 GL0412
 GL0412.The dynamic height is computed by dividing the NAVD 88
 GL0412.geopotential number by the normal gravity value computed on the
 GL0412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0412.degrees latitude (g = 980.6199 gals.).
 GL0412
 GL0412.The modeled gravity was interpolated from observed gravity values.
 GL0412
 GL0412;                    North         East    Units  Estimated Accuracy
 GL0412;SPC NM E     -   627,810.      259,940.      MT  (+/- 180 meters Scaled)
 GL0412
 GL0412                          SUPERSEDED SURVEY CONTROL
 GL0412
 GL0412  NGVD 29 (??/??/92) 1608.202  (m)         5276.24   (f) ADJ UNCH    2 0
 GL0412
 GL0412.Superseded values are not recommended for survey control.
 GL0412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0412.See file dsdata.txt to determine how the superseded data were derived.
 GL0412
 GL0412_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA545580(NAD 83)
 GL0412_MARKER: DB = BENCH MARK DISK
 GL0412_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0412_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0412_STAMPING: L 274 1955
 GL0412_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0412+STABILITY: SURFACE MOTION
 GL0412
 GL0412  HISTORY     - Date     Condition        Report By
 GL0412  HISTORY     - 1955     MONUMENTED       CGS
 GL0412
 GL0412                          STATION DESCRIPTION
 GL0412
 GL0412'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GL0412'9.9 MI W FROM SENECA.
 GL0412'0.85 MILE NORTH ALONG STATE HIGHWAY 18 FROM THE POST OFFICE AT SENECA,
 GL0412'THENCE 3.05 MILES WEST ALONG A GRADED DIRT ROAD, THENCE 1.0 MILE NORTH
 GL0412'ALONG A GRADED DIRT ROAD, THENCE 5.0 MILES WEST ALONG A GRADED DIRT
 GL0412'ROAD, 61 FEET NORTH OF THE CENTER LINE OF A ROAD, 35 FEET NORTH OF A
 GL0412'FENCE, 30 FEET WEST OF THE CENTER LINE OF A DIM TRACK ROAD LEADING
 GL0412'NORTH, 2.3 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 GL0412'POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0888 ***********************************************************************
 GL0888  DESIGNATION -  L 275
 GL0888  PID         -  GL0888
 GL0888  STATE/COUNTY-  NM/UNION
 GL0888  USGS QUAD   -  TRIPOD MOUNTAIN (1973)
 GL0888
 GL0888                         *CURRENT SURVEY CONTROL
 GL0888  ___________________________________________________________________
 GL0888* NAD 83(1986)-  36 27 44.     (N)    103 38 53.     (W)     SCALED    
 GL0888* NAVD 88     -      1798.186  (meters)    5899.55   (feet)  ADJUSTED  
 GL0888  ___________________________________________________________________
 GL0888  GEOID HEIGHT-         -20.00  (meters)                     GEOID03
 GL0888  DYNAMIC HT  -        1795.986 (meters)    5892.33  (feet)  COMP
 GL0888  MODELED GRAV-     979,343.7   (mgal)                       NAVD 88
 GL0888
 GL0888  VERT ORDER  -  SECOND    CLASS 0
 GL0888
 GL0888.The horizontal coordinates were scaled from a topographic map and have
 GL0888.an estimated accuracy of +/- 6 seconds.
 GL0888
 GL0888.The orthometric height was determined by differential leveling
 GL0888.and adjusted by the National Geodetic Survey in June 1991..
 GL0888
 GL0888.The geoid height was determined by GEOID03.
 GL0888
 GL0888.The dynamic height is computed by dividing the NAVD 88
 GL0888.geopotential number by the normal gravity value computed on the
 GL0888.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0888.degrees latitude (g = 980.6199 gals.).
 GL0888
 GL0888.The modeled gravity was interpolated from observed gravity values.
 GL0888
 GL0888;                    North         East    Units  Estimated Accuracy
 GL0888;SPC NM E     -   606,020.      226,420.      MT  (+/- 180 meters Scaled)
 GL0888
 GL0888                          SUPERSEDED SURVEY CONTROL
 GL0888
 GL0888  NGVD 29 (??/??/92) 1797.346  (m)         5896.79   (f) ADJ UNCH    2 0
 GL0888
 GL0888.Superseded values are not recommended for survey control.
 GL0888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0888.See file dsdata.txt to determine how the superseded data were derived.
 GL0888
 GL0888_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA211360(NAD 83)
 GL0888_MARKER: DB = BENCH MARK DISK
 GL0888_SETTING: 66 = SET IN ROCK OUTCROP
 GL0888_SP_SET: ROCK OUTCROP
 GL0888_STAMPING: L 275 1955
 GL0888_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GL0888+STABILITY: POSITION/ELEVATION WELL
 GL0888
 GL0888  HISTORY     - Date     Condition        Report By
 GL0888  HISTORY     - 1955     MONUMENTED       CGS
 GL0888
 GL0888                          STATION DESCRIPTION
 GL0888
 GL0888'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GL0888'10.8 MI S FROM GRENVILLE.
 GL0888'0.25 MILE WEST ALONG A GRAVELED ROAD FROM THE COLORADO AND SOUTHERN
 GL0888'RAILROAD STATION AT GRENVILLE, THENCE 10.55 MILES SOUTH ALONG STATE
 GL0888'ROAD 120, 111 FEET WEST OF THE CENTER LINE OF THE STATE ROAD, 61 FEET
 GL0888'SOUTH OF THE SOUTH BANK OF A CREEK, 67 FEET WEST OF A FENCE, 0.2 FOOT
 GL0888'ABOVE THE GROUND, SET IN THE TOP OF A FLAT LAVA ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0723 ***********************************************************************
 FM0723  DESIGNATION -  L 276
 FM0723  PID         -  FM0723
 FM0723  STATE/COUNTY-  NM/HARDING
 FM0723  USGS QUAD   -  BUEYEROS (1973)
 FM0723
 FM0723                         *CURRENT SURVEY CONTROL
 FM0723  ___________________________________________________________________
 FM0723* NAD 83(1986)-  35 57 07.     (N)    103 41 45.     (W)     SCALED    
 FM0723* NAVD 88     -      1380.160  (meters)    4528.07   (feet)  ADJUSTED  
 FM0723  ___________________________________________________________________
 FM0723  GEOID HEIGHT-         -20.88  (meters)                     GEOID03
 FM0723  DYNAMIC HT  -        1378.523 (meters)    4522.70  (feet)  COMP
 FM0723  MODELED GRAV-     979,398.6   (mgal)                       NAVD 88
 FM0723
 FM0723  VERT ORDER  -  SECOND    CLASS 0
 FM0723
 FM0723.The horizontal coordinates were scaled from a topographic map and have
 FM0723.an estimated accuracy of +/- 6 seconds.
 FM0723
 FM0723.The orthometric height was determined by differential leveling
 FM0723.and adjusted by the National Geodetic Survey in June 1991..
 FM0723
 FM0723.The geoid height was determined by GEOID03.
 FM0723
 FM0723.The dynamic height is computed by dividing the NAVD 88
 FM0723.geopotential number by the normal gravity value computed on the
 FM0723.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0723.degrees latitude (g = 980.6199 gals.).
 FM0723
 FM0723.The modeled gravity was interpolated from observed gravity values.
 FM0723
 FM0723;                    North         East    Units  Estimated Accuracy
 FM0723;SPC NM E     -   549,370.      222,510.      MT  (+/- 180 meters Scaled)
 FM0723
 FM0723                          SUPERSEDED SURVEY CONTROL
 FM0723
 FM0723  NGVD 29 (??/??/92) 1379.506  (m)         4525.93   (f) ADJ UNCH    2 0
 FM0723
 FM0723.Superseded values are not recommended for survey control.
 FM0723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0723.See file dsdata.txt to determine how the superseded data were derived.
 FM0723
 FM0723_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFV176794(NAD 83)
 FM0723_MARKER: DB = BENCH MARK DISK
 FM0723_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0723_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0723_STAMPING: L 276 1955
 FM0723_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0723+STABILITY: SURFACE MOTION
 FM0723
 FM0723  HISTORY     - Date     Condition        Report By
 FM0723  HISTORY     - 1955     MONUMENTED       CGS
 FM0723
 FM0723                          STATION DESCRIPTION
 FM0723
 FM0723'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 FM0723'2.4 MI S FROM BUEYEROS.
 FM0723'0.5 MILE WEST ALONG STATE HIGHWAY 57 FROM THE POST OFFICE AT BUEYEROS,
 FM0723'THENCE 1.9 MILES SOUTH ALONG STATE HIGHWAY 171, 235 FEET NORTH OF THE
 FM0723'NORTH END OF A STEEL BRIDGE OVER UTE CREEK, 70 FEET WEST OF THE CENTER
 FM0723'LINE OF THE HIGHWAY, 28 FEET NORTH OF THE CENTER OF A WIRE GATE, 2.8
 FM0723'FEET EAST OF A FENCE, 2 FEET SOUTH OF A WITNESS POST, SET IN THE TOP
 FM0723'OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1031 ***********************************************************************
 GL1031  DESIGNATION -  L 277
 GL1031  PID         -  GL1031
 GL1031  STATE/COUNTY-  NM/UNION
 GL1031  USGS QUAD   -  MINNIE BUTTE (1973)
 GL1031
 GL1031                         *CURRENT SURVEY CONTROL
 GL1031  ___________________________________________________________________
 GL1031* NAD 83(1986)-  36 07 16.     (N)    103 31 47.     (W)     SCALED    
 GL1031* NAVD 88     -      1502.552  (meters)    4929.62   (feet)  ADJUSTED  
 GL1031  ___________________________________________________________________
 GL1031  GEOID HEIGHT-         -21.06  (meters)                     GEOID03
 GL1031  DYNAMIC HT  -        1500.753 (meters)    4923.72  (feet)  COMP
 GL1031  MODELED GRAV-     979,382.2   (mgal)                       NAVD 88
 GL1031
 GL1031  VERT ORDER  -  SECOND    CLASS 0
 GL1031
 GL1031.The horizontal coordinates were scaled from a topographic map and have
 GL1031.an estimated accuracy of +/- 6 seconds.
 GL1031
 GL1031.The orthometric height was determined by differential leveling
 GL1031.and adjusted by the National Geodetic Survey in June 1991..
 GL1031
 GL1031.The geoid height was determined by GEOID03.
 GL1031
 GL1031.The dynamic height is computed by dividing the NAVD 88
 GL1031.geopotential number by the normal gravity value computed on the
 GL1031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL1031.degrees latitude (g = 980.6199 gals.).
 GL1031
 GL1031.The modeled gravity was interpolated from observed gravity values.
 GL1031
 GL1031;                    North         East    Units  Estimated Accuracy
 GL1031;SPC NM E     -   568,250.      237,340.      MT  (+/- 180 meters Scaled)
 GL1031
 GL1031                          SUPERSEDED SURVEY CONTROL
 GL1031
 GL1031  NGVD 29 (??/??/92) 1501.846  (m)         4927.31   (f) ADJ UNCH    2 0
 GL1031
 GL1031.Superseded values are not recommended for survey control.
 GL1031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1031.See file dsdata.txt to determine how the superseded data were derived.
 GL1031
 GL1031_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFV323983(NAD 83)
 GL1031_MARKER: DB = BENCH MARK DISK
 GL1031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL1031_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL1031_STAMPING: L 277 1955
 GL1031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL1031+STABILITY: SURFACE MOTION
 GL1031
 GL1031  HISTORY     - Date     Condition        Report By
 GL1031  HISTORY     - 1955     MONUMENTED       CGS
 GL1031
 GL1031                          STATION DESCRIPTION
 GL1031
 GL1031'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GL1031'11.3 MI SW FROM CLAPHAM.
 GL1031'11.3 MILES SOUTHWEST ALONG A WINDING GRADED DIRT ROAD FROM THE SCHOOL
 GL1031'AT CLAPHAM, 167 FEET SOUTHEAST OF THE CENTER OF A ROAD JUNCTION, 47
 GL1031'FEET NORTHEAST OF THE CENTER LINE OF A ROAD LEADING SOUTHWEST, 46 FEET
 GL1031'SOUTHWEST OF THE CENTER LINE OF A ROAD LEADING SOUTHEAST, 2 FEET
 GL1031'SOUTHWEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 GL1031'PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0706 ***********************************************************************
 FM0706  DESIGNATION -  L 278
 FM0706  PID         -  FM0706
 FM0706  STATE/COUNTY-  NM/HARDING
 FM0706  USGS QUAD   -  ALBERT (1973)
 FM0706
 FM0706                         *CURRENT SURVEY CONTROL
 FM0706  ___________________________________________________________________
 FM0706* NAD 83(1986)-  35 59 54.     (N)    103 46 34.     (W)     SCALED    
 FM0706* NAVD 88     -      1613.429  (meters)    5293.39   (feet)  ADJUSTED  
 FM0706  ___________________________________________________________________
 FM0706  GEOID HEIGHT-         -20.47  (meters)                     GEOID03
 FM0706  DYNAMIC HT  -        1611.490 (meters)    5287.03  (feet)  COMP
 FM0706  MODELED GRAV-     979,373.2   (mgal)                       NAVD 88
 FM0706
 FM0706  VERT ORDER  -  SECOND    CLASS 0
 FM0706
 FM0706.The horizontal coordinates were scaled from a topographic map and have
 FM0706.an estimated accuracy of +/- 6 seconds.
 FM0706
 FM0706.The orthometric height was determined by differential leveling
 FM0706.and adjusted by the National Geodetic Survey in June 1991..
 FM0706
 FM0706.The geoid height was determined by GEOID03.
 FM0706
 FM0706.The dynamic height is computed by dividing the NAVD 88
 FM0706.geopotential number by the normal gravity value computed on the
 FM0706.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0706.degrees latitude (g = 980.6199 gals.).
 FM0706
 FM0706.The modeled gravity was interpolated from observed gravity values.
 FM0706
 FM0706;                    North         East    Units  Estimated Accuracy
 FM0706;SPC NM E     -   554,480.      215,240.      MT  (+/- 180 meters Scaled)
 FM0706
 FM0706                          SUPERSEDED SURVEY CONTROL
 FM0706
 FM0706  NGVD 29 (??/??/92) 1612.743  (m)         5291.14   (f) ADJ UNCH    2 0
 FM0706
 FM0706.Superseded values are not recommended for survey control.
 FM0706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0706.See file dsdata.txt to determine how the superseded data were derived.
 FM0706
 FM0706_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFV103844(NAD 83)
 FM0706_MARKER: DB = BENCH MARK DISK
 FM0706_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0706_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0706_STAMPING: L 278 1955
 FM0706_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0706+STABILITY: SURFACE MOTION
 FM0706
 FM0706  HISTORY     - Date     Condition        Report By
 FM0706  HISTORY     - 1955     MONUMENTED       CGS
 FM0706  HISTORY     - 1973     MARK NOT FOUND   USGS
 FM0706
 FM0706                          STATION DESCRIPTION
 FM0706
 FM0706'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 FM0706'7.8 MI NW FROM BUEYEROS.
 FM0706'7.8 MILES NORTHWEST ALONG STATE HIGHWAY 57 FROM THE POST OFFICE AT
 FM0706'BUEYEROS, 48 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 2 FEET
 FM0706'NORTHEAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 FM0706'PROJECTS 0.5 FOOT ABOVE THE GROUND.  NOTE-- NOT INACCESSIBLE.
 FM0706
 FM0706                          STATION RECOVERY (1973)
 FM0706
 FM0706'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 FM0706'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0793 ***********************************************************************
 GL0793  DESIGNATION -  L 279
 GL0793  PID         -  GL0793
 GL0793  STATE/COUNTY-  NM/UNION
 GL0793  USGS QUAD   -  PEDERNAL CREEK (1966)
 GL0793
 GL0793                         *CURRENT SURVEY CONTROL
 GL0793  ___________________________________________________________________
 GL0793* NAD 83(1986)-  36 06 17.     (N)    103 24 55.     (W)     SCALED    
 GL0793* NAVD 88     -      1446.572  (meters)    4745.96   (feet)  ADJUSTED  
 GL0793  ___________________________________________________________________
 GL0793  GEOID HEIGHT-         -21.55  (meters)                     GEOID03
 GL0793  DYNAMIC HT  -        1444.844 (meters)    4740.29  (feet)  COMP
 GL0793  MODELED GRAV-     979,387.3   (mgal)                       NAVD 88
 GL0793
 GL0793  VERT ORDER  -  SECOND    CLASS 0
 GL0793
 GL0793.The horizontal coordinates were scaled from a topographic map and have
 GL0793.an estimated accuracy of +/- 6 seconds.
 GL0793
 GL0793.The orthometric height was determined by differential leveling
 GL0793.and adjusted by the National Geodetic Survey in June 1991..
 GL0793
 GL0793.The geoid height was determined by GEOID03.
 GL0793
 GL0793.The dynamic height is computed by dividing the NAVD 88
 GL0793.geopotential number by the normal gravity value computed on the
 GL0793.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0793.degrees latitude (g = 980.6199 gals.).
 GL0793
 GL0793.The modeled gravity was interpolated from observed gravity values.
 GL0793
 GL0793;                    North         East    Units  Estimated Accuracy
 GL0793;SPC NM E     -   566,530.      247,660.      MT  (+/- 180 meters Scaled)
 GL0793
 GL0793                          SUPERSEDED SURVEY CONTROL
 GL0793
 GL0793  NGVD 29 (??/??/92) 1445.879  (m)         4743.69   (f) ADJ UNCH    2 0
 GL0793
 GL0793.Superseded values are not recommended for survey control.
 GL0793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0793.See file dsdata.txt to determine how the superseded data were derived.
 GL0793
 GL0793_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFV426967(NAD 83)
 GL0793_MARKER: DB = BENCH MARK DISK
 GL0793_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0793_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0793_STAMPING: L 279 1955
 GL0793_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0793+STABILITY: SURFACE MOTION
 GL0793
 GL0793  HISTORY     - Date     Condition        Report By
 GL0793  HISTORY     - 1955     MONUMENTED       CGS
 GL0793
 GL0793                          STATION DESCRIPTION
 GL0793
 GL0793'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GL0793'7.3 MI SW FROM CLAPHAM.
 GL0793'2.1 MILES SOUTHWEST ALONG A GRADED DIRT ROAD FROM THE SCHOOL AT
 GL0793'CLAPHAM, THENCE 1.6 MILES SOUTH ALONG A GRADED DIRT ROAD, THENCE 2.6
 GL0793'MILES SOUTHWEST ALONG A GRADED DIRT ROAD, THENCE 1.0 MILE SOUTHEAST
 GL0793'ALONG A PRIVATE ROAD, 0.2 MILE EAST OF A CATTLE GUARD, 43 FEET NORTH
 GL0793'OF THE CENTER LINE OF A ROAD, 2 FEET SOUTH OF A WITNESS POST, SET IN
 GL0793'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0266 ***********************************************************************
 CW0266  DESIGNATION -  L 28
 CW0266  PID         -  CW0266
 CW0266  STATE/COUNTY-  NM/EDDY
 CW0266  USGS QUAD   -  GRAPEVINE DRAW (1978)
 CW0266
 CW0266                         *CURRENT SURVEY CONTROL
 CW0266  ___________________________________________________________________
 CW0266* NAD 83(1986)-  32 02 48.     (N)    104 31 10.     (W)     SCALED    
 CW0266* NAVD 88     -      1166.077  (meters)    3825.70   (feet)  ADJUSTED  
 CW0266  ___________________________________________________________________
 CW0266  GEOID HEIGHT-         -23.87  (meters)                     GEOID03
 CW0266  DYNAMIC HT  -        1164.325 (meters)    3819.96  (feet)  COMP
 CW0266  MODELED GRAV-     979,097.3   (mgal)                       NAVD 88
 CW0266
 CW0266  VERT ORDER  -  FIRST     CLASS I
 CW0266
 CW0266.The horizontal coordinates were scaled from a topographic map and have
 CW0266.an estimated accuracy of +/- 6 seconds.
 CW0266
 CW0266.The orthometric height was determined by differential leveling
 CW0266.and adjusted by the National Geodetic Survey in June 1991..
 CW0266
 CW0266.The geoid height was determined by GEOID03.
 CW0266
 CW0266.The dynamic height is computed by dividing the NAVD 88
 CW0266.geopotential number by the normal gravity value computed on the
 CW0266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0266.degrees latitude (g = 980.6199 gals.).
 CW0266
 CW0266.The modeled gravity was interpolated from observed gravity values.
 CW0266
 CW0266;                    North         East    Units  Estimated Accuracy
 CW0266;SPC NM E     -   116,060.      147,420.      MT  (+/- 180 meters Scaled)
 CW0266
 CW0266                          SUPERSEDED SURVEY CONTROL
 CW0266
 CW0266  NGVD 29 (??/??/92) 1165.526  (m)         3823.90   (f) ADJ UNCH    1 1
 CW0266
 CW0266.Superseded values are not recommended for survey control.
 CW0266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0266.See file dsdata.txt to determine how the superseded data were derived.
 CW0266
 CW0266_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SER453457(NAD 83)
 CW0266_MARKER: DD = SURVEY DISK
 CW0266_SETTING: 80 = SET IN A BOULDER
 CW0266_STAMPING: L 28 1933 3824
 CW0266_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CW0266+STABILITY: SURFACE MOTION
 CW0266
 CW0266  HISTORY     - Date     Condition        Report By
 CW0266  HISTORY     - 1933     MONUMENTED       USGS
 CW0266  HISTORY     - 1958     GOOD             NGS
 CW0266  HISTORY     - 1977     GOOD             NGS
 CW0266
 CW0266                          STATION DESCRIPTION
 CW0266
 CW0266'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CW0266'13.6 MI SE FROM WHITES CITY.
 CW0266'ABOUT 0.1 MILE SOUTHEAST ALONG STATE HIGHWAY 7 FROM THE POST OFFICE AT
 CW0266'WHITES CITY, THENCE 2.1 MILES SOUTHWEST ALONG U. S. HIGHWAYS 62 AND
 CW0266'180, THENCE 3.8 MILES SOUTHWEST ALONG OLD HIGHWAY 62, THENCE ABOUT 1.0
 CW0266'MILE SOUTHWEST ALONG THE BOTTOM OF A CANYON DRAW TO THE WASHINGTON
 CW0266'CAMP, THENCE 5.6 MILES SOUTHWEST ALONG A COUNTY ROAD, THENCE 1.0 MILE
 CW0266'SOUTHWEST ALONG A TRAIL ROAD ROAD WHICH WAS FORMERLY THE OLD HIGHWAY,
 CW0266'IN THE TOP OF A LARGE BOULDER WHICH IS FLUSH WITH THE GROUND, 25 FEET
 CW0266'SOUTH OF THE CENTER LINE OF THE ROAD, ON THE EAST BANK OF THE DRY BED
 CW0266'OF THE BLACK RIVER, 2 FEET NORTH OF A ROCK CAIRN, AND ABOUT 2 FEET
 CW0266'ABOVE THE LEVEL OF THE ROAD.
 CW0266
 CW0266                          STATION RECOVERY (1977)
 CW0266
 CW0266'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CW0266'6.5 MILES SOUTHWEST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE JUNCTION
 CW0266'OF STATE HIGHWAY 7, THENCE 6.2 MILES SOUTHWEST ALONG A PAVED COUNTY
 CW0266'ROAD (TO SLAUGHTER CANYON AND NEW CAVE) TO THE END OF PAVEMENT AND
 CW0266'JUNCTION OF TWO GRAVEL ROADS, THENCE 1.75 MILES TO A FORKED JUNCTION
 CW0266'WITH A ROAD LEADING SOUTH, THENCE 0.3 MILE SOUTHWEST TO THE NORTHEAST
 CW0266'BANK OF BLACK RIVER, SET IN TOP OF A BOULDER, 25 FT. SOUTHEAST OF THE
 CW0266'CENTER LINE OF THE ROAD, 3 FT. NORTHWEST OF THE CENTER OF A CIRCLE OF
 CW0266'LOOSE ROCKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0334 ***********************************************************************
 FN0334  DESIGNATION -  L 28
 FN0334  PID         -  FN0334
 FN0334  STATE/COUNTY-  NM/SANTA FE
 FN0334  USGS QUAD   -  SETON VILLAGE (1993)
 FN0334
 FN0334                         *CURRENT SURVEY CONTROL
 FN0334  ___________________________________________________________________
 FN0334* NAD 83(1986)-  35 32 44.     (N)    105 53 00.     (W)     SCALED    
 FN0334* NAVD 88     -      2155.909  (meters)    7073.18   (feet)  ADJUSTED  
 FN0334  ___________________________________________________________________
 FN0334  GEOID HEIGHT-         -18.55  (meters)                     GEOID03
 FN0334  DYNAMIC HT  -        2152.893 (meters)    7063.28  (feet)  COMP
 FN0334  MODELED GRAV-     979,156.6   (mgal)                       NAVD 88
 FN0334
 FN0334  VERT ORDER  -  FIRST     CLASS II
 FN0334
 FN0334.The horizontal coordinates were scaled from a topographic map and have
 FN0334.an estimated accuracy of +/- 6 seconds.
 FN0334
 FN0334.The orthometric height was determined by differential leveling
 FN0334.and adjusted by the National Geodetic Survey in June 1991..
 FN0334
 FN0334.The geoid height was determined by GEOID03.
 FN0334
 FN0334.The dynamic height is computed by dividing the NAVD 88
 FN0334.geopotential number by the normal gravity value computed on the
 FN0334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FN0334.degrees latitude (g = 980.6199 gals.).
 FN0334
 FN0334.The modeled gravity was interpolated from observed gravity values.
 FN0334
 FN0334;                    North         East    Units  Estimated Accuracy
 FN0334;SPC NM C     -   504,160.      533,250.      MT  (+/- 180 meters Scaled)
 FN0334
 FN0334                          SUPERSEDED SURVEY CONTROL
 FN0334
 FN0334  NGVD 29 (??/??/92) 2154.881  (m)         7069.81   (f) ADJ UNCH    1 2
 FN0334
 FN0334.Superseded values are not recommended for survey control.
 FN0334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0334.See file dsdata.txt to determine how the superseded data were derived.
 FN0334
 FN0334_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV199339(NAD 83)
 FN0334_MARKER: DB = BENCH MARK DISK
 FN0334_SETTING: 66 = SET IN ROCK OUTCROP
 FN0334_SP_SET: SET IN ROCK OUTCROP
 FN0334_STAMPING: L-28 1933
 FN0334_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FN0334+STABILITY: POSITION/ELEVATION WELL
 FN0334
 FN0334  HISTORY     - Date     Condition        Report By
 FN0334  HISTORY     - 1933     MONUMENTED       CGS
 FN0334  HISTORY     - 1952     MARK NOT FOUND   USGS
 FN0334
 FN0334                          STATION DESCRIPTION
 FN0334
 FN0334'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 FN0334'5.4 MI NE FROM LAMY.
 FN0334'ALONG THE LAMY SANTA FE HIGHWAY 0.9 MILES SOUTHWEST OF THE JUNCTION OF
 FN0334'THE LAMY ROAD WITH THE SANTA FE PECOS ROAD AT THE SOUTHWEST END OF A
 FN0334'STRAIGHT TANGENT WHERE THE ROAD CURVES TO THE EAST AROUND RED GRANITE
 FN0334'OUTCROP HILL IN A SMALL OUTCROP 60 FT. EAST OF THE CENTERLINE OF THE
 FN0334'ROAD AND ABOUT 2 FT.  ABOVE THE LEVEL OF THE ROAD.
 FN0334
 FN0334                          STATION RECOVERY (1952)
 FN0334
 FN0334'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1952
 FN0334'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0977 ***********************************************************************
 GL0977  DESIGNATION -  L 280
 GL0977  PID         -  GL0977
 GL0977  STATE/COUNTY-  NM/UNION
 GL0977  USGS QUAD   -  BEENHAM (1973)
 GL0977
 GL0977                         *CURRENT SURVEY CONTROL
 GL0977  ___________________________________________________________________
 GL0977* NAD 83(1986)-  36 08 28.     (N)    103 44 41.     (W)     SCALED    
 GL0977* NAVD 88     -      1674.377  (meters)    5493.35   (feet)  ADJUSTED  
 GL0977  ___________________________________________________________________
 GL0977  GEOID HEIGHT-         -20.19  (meters)                     GEOID03
 GL0977  DYNAMIC HT  -        1672.345 (meters)    5486.69  (feet)  COMP
 GL0977  MODELED GRAV-     979,358.9   (mgal)                       NAVD 88
 GL0977
 GL0977  VERT ORDER  -  SECOND    CLASS 0
 GL0977
 GL0977.The horizontal coordinates were scaled from a topographic map and have
 GL0977.an estimated accuracy of +/- 6 seconds.
 GL0977
 GL0977.The orthometric height was determined by differential leveling
 GL0977.and adjusted by the National Geodetic Survey in June 1991..
 GL0977
 GL0977.The geoid height was determined by GEOID03.
 GL0977
 GL0977.The dynamic height is computed by dividing the NAVD 88
 GL0977.geopotential number by the normal gravity value computed on the
 GL0977.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0977.degrees latitude (g = 980.6199 gals.).
 GL0977
 GL0977.The modeled gravity was interpolated from observed gravity values.
 GL0977
 GL0977;                    North         East    Units  Estimated Accuracy
 GL0977;SPC NM E     -   570,340.      217,970.      MT  (+/- 180 meters Scaled)
 GL0977
 GL0977                          SUPERSEDED SURVEY CONTROL
 GL0977
 GL0977  NGVD 29 (??/??/92) 1673.645  (m)         5490.95   (f) ADJ UNCH    2 0
 GL0977
 GL0977.Superseded values are not recommended for survey control.
 GL0977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0977.See file dsdata.txt to determine how the superseded data were derived.
 GL0977
 GL0977_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA129003(NAD 83)
 GL0977_MARKER: DB = BENCH MARK DISK
 GL0977_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0977_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0977_STAMPING: L 280 1955
 GL0977_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0977+STABILITY: SURFACE MOTION
 GL0977
 GL0977  HISTORY     - Date     Condition        Report By
 GL0977  HISTORY     - 1955     MONUMENTED       CGS
 GL0977  HISTORY     - 1973     GOOD             USGS
 GL0977
 GL0977                          STATION DESCRIPTION
 GL0977
 GL0977'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 GL0977'22.95 MI SE FROM GLADSTONE.
 GL0977'8.0 MILES EAST ALONG U.S. HIGHWAY 56 FROM THE POST OFFICE AT
 GL0977'GLADSTONE, THENCE 5.6 MILES SOUTH ALONG STATE HIGHWAY 120, THENCE 2.1
 GL0977'MILES SOUTHEAST ALONG A GRADED DIRT ROAD, THENCE 7.1 MILES SOUTH ALONG
 GL0977'A GRADED DIRT ROAD, THENCE 0.15 MILE DUE WEST ACROSS COUNTRY, 0.8 MILE
 GL0977'NORTH OF AN EAST AND WEST FENCE, 29 FEET WEST OF THE CENTER LINE OF AN
 GL0977'ABANDONED ROAD, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5
 GL0977'FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1012 ***********************************************************************
 GL1012  DESIGNATION -  L 281
 GL1012  PID         -  GL1012
 GL1012  STATE/COUNTY-  NM/UNION
 GL1012  USGS QUAD   -  GARCIA CREEK (1973)
 GL1012
 GL1012                         *CURRENT SURVEY CONTROL
 GL1012  ___________________________________________________________________
 GL1012* NAD 83(1986)-  36 09 01.     (N)    103 33 22.     (W)     SCALED    
 GL1012* NAVD 88     -      1517.143  (meters)    4977.49   (feet)  ADJUSTED  
 GL1012  ___________________________________________________________________
 GL1012  GEOID HEIGHT-         -20.90  (meters)                     GEOID03
 GL1012  DYNAMIC HT  -        1515.314 (meters)    4971.49  (feet)  COMP
 GL1012  MODELED GRAV-     979,373.1   (mgal)                       NAVD 88
 GL1012
 GL1012  VERT ORDER  -  SECOND    CLASS 0
 GL1012
 GL1012.The horizontal coordinates were scaled from a topographic map and have
 GL1012.an estimated accuracy of +/- 6 seconds.
 GL1012
 GL1012.The orthometric height was determined by differential leveling
 GL1012.and adjusted by the National Geodetic Survey in June 1991..
 GL1012
 GL1012.The geoid height was determined by GEOID03.
 GL1012
 GL1012.The dynamic height is computed by dividing the NAVD 88
 GL1012.geopotential number by the normal gravity value computed on the
 GL1012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL1012.degrees latitude (g = 980.6199 gals.).
 GL1012
 GL1012.The modeled gravity was interpolated from observed gravity values.
 GL1012
 GL1012;                    North         East    Units  Estimated Accuracy
 GL1012;SPC NM E     -   571,470.      234,940.      MT  (+/- 180 meters Scaled)
 GL1012
 GL1012                          SUPERSEDED SURVEY CONTROL
 GL1012
 GL1012  NGVD 29 (??/??/92) 1516.416  (m)         4975.11   (f) ADJ UNCH    2 0
 GL1012
 GL1012.Superseded values are not recommended for survey control.
 GL1012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1012.See file dsdata.txt to determine how the superseded data were derived.
 GL1012
 GL1012_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA298015(NAD 83)
 GL1012_MARKER: DB = BENCH MARK DISK
 GL1012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL1012_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL1012_STAMPING: L 281 1955
 GL1012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL1012+STABILITY: SURFACE MOTION
 GL1012
 GL1012  HISTORY     - Date     Condition        Report By
 GL1012  HISTORY     - 1955     MONUMENTED       CGS
 GL1012  HISTORY     - 1973     MARK NOT FOUND   USGS
 GL1012
 GL1012                          STATION DESCRIPTION
 GL1012
 GL1012'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GL1012'12.0 MI SW FROM CLAPHAM.
 GL1012'10.1 MILES SOUTHWEST ALONG A WINDING GRADED DIRT ROAD FROM THE SCHOOL
 GL1012'AT CLAPHAM, THENCE 1.9 MILES NORTHWEST ALONG A PRIVATE TRACK ROAD, 171
 GL1012'FEET NORTH OF THE NORTHEAST CORNER OF A CORRAL, 44 FEET NORTHEAST OF
 GL1012'THE CENTER LINE OF A ROAD, 2 FEET SOUTHEAST OF A FENCE, 2 FEET
 GL1012'SOUTHWEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 GL1012'PROJECTS 0.4 FOOT ABOVE THE GROUND.
 GL1012
 GL1012                          STATION RECOVERY (1973)
 GL1012
 GL1012'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 GL1012'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1004 ***********************************************************************
 GL1004  DESIGNATION -  L 282
 GL1004  PID         -  GL1004
 GL1004  STATE/COUNTY-  NM/UNION
 GL1004  USGS QUAD   -  GARCIA CREEK (1973)
 GL1004
 GL1004                         *CURRENT SURVEY CONTROL
 GL1004  ___________________________________________________________________
 GL1004* NAD 83(1986)-  36 12 49.     (N)    103 35 55.     (W)     SCALED    
 GL1004* NAVD 88     -      1678.762  (meters)    5507.74   (feet)  ADJUSTED  
 GL1004  ___________________________________________________________________
 GL1004  GEOID HEIGHT-         -20.61  (meters)                     GEOID03
 GL1004  DYNAMIC HT  -        1676.724 (meters)    5501.05  (feet)  COMP
 GL1004  MODELED GRAV-     979,358.1   (mgal)                       NAVD 88
 GL1004
 GL1004  VERT ORDER  -  SECOND    CLASS 0
 GL1004
 GL1004.The horizontal coordinates were scaled from a topographic map and have
 GL1004.an estimated accuracy of +/- 6 seconds.
 GL1004
 GL1004.The orthometric height was determined by differential leveling
 GL1004.and adjusted by the National Geodetic Survey in June 1991..
 GL1004
 GL1004.The geoid height was determined by GEOID03.
 GL1004
 GL1004.The dynamic height is computed by dividing the NAVD 88
 GL1004.geopotential number by the normal gravity value computed on the
 GL1004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL1004.degrees latitude (g = 980.6199 gals.).
 GL1004
 GL1004.The modeled gravity was interpolated from observed gravity values.
 GL1004
 GL1004;                    North         East    Units  Estimated Accuracy
 GL1004;SPC NM E     -   578,470.      231,060.      MT  (+/- 180 meters Scaled)
 GL1004
 GL1004                          SUPERSEDED SURVEY CONTROL
 GL1004
 GL1004  NGVD 29 (??/??/92) 1678.005  (m)         5505.25   (f) ADJ UNCH    2 0
 GL1004
 GL1004.Superseded values are not recommended for survey control.
 GL1004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1004.See file dsdata.txt to determine how the superseded data were derived.
 GL1004
 GL1004_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA259085(NAD 83)
 GL1004_MARKER: DB = BENCH MARK DISK
 GL1004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL1004_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL1004_STAMPING: L 282 1955
 GL1004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL1004+STABILITY: SURFACE MOTION
 GL1004
 GL1004  HISTORY     - Date     Condition        Report By
 GL1004  HISTORY     - 1955     MONUMENTED       CGS
 GL1004
 GL1004                          STATION DESCRIPTION
 GL1004
 GL1004'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GL1004'19.4 MI W FROM CLAPHAM.
 GL1004'10.1 MILES SOUTHWEST ALONG A WINDING GRADED DIRT ROAD FROM THE SCHOOL
 GL1004'AT CLAPHAM, THENCE 6.2 MILES NORTHWEST ALONG A PRIVATE TRACK ROAD,
 GL1004'THENCE 3.1 MILES NORTH ALONG A PRIVATE TRACK ROAD, 300 FEET NORTHWEST
 GL1004'OF THE REMAINS OF AN OLD SANDSTONE BUILDING, 95 FEET NORTH OF THE
 GL1004'CENTER OF A WIRE GATE, 61 FEET WEST OF THE CENTER LINE OF A ROAD, 3
 GL1004'FEET EAST OF A FENCE, 2 FEET SOUTH OF A WITNESS POST, SET IN THE TOP
 GL1004'OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0665 ***********************************************************************
 GL0665  DESIGNATION -  L 283
 GL0665  PID         -  GL0665
 GL0665  STATE/COUNTY-  NM/UNION
 GL0665  USGS QUAD   -  SEDAN (1970)
 GL0665
 GL0665                         *CURRENT SURVEY CONTROL
 GL0665  ___________________________________________________________________
 GL0665* NAD 83(1986)-  36 07 46.     (N)    103 11 07.     (W)     SCALED    
 GL0665* NAVD 88     -      1411.060  (meters)    4629.45   (feet)  ADJUSTED  
 GL0665  ___________________________________________________________________
 GL0665  GEOID HEIGHT-         -22.55  (meters)                     GEOID03
 GL0665  DYNAMIC HT  -        1409.369 (meters)    4623.90  (feet)  COMP
 GL0665  MODELED GRAV-     979,384.7   (mgal)                       NAVD 88
 GL0665
 GL0665  VERT ORDER  -  SECOND    CLASS 0
 GL0665
 GL0665.The horizontal coordinates were scaled from a topographic map and have
 GL0665.an estimated accuracy of +/- 6 seconds.
 GL0665
 GL0665.The orthometric height was determined by differential leveling
 GL0665.and adjusted by the National Geodetic Survey in June 1991..
 GL0665
 GL0665.The geoid height was determined by GEOID03.
 GL0665
 GL0665.The dynamic height is computed by dividing the NAVD 88
 GL0665.geopotential number by the normal gravity value computed on the
 GL0665.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0665.degrees latitude (g = 980.6199 gals.).
 GL0665
 GL0665.The modeled gravity was interpolated from observed gravity values.
 GL0665
 GL0665;                    North         East    Units  Estimated Accuracy
 GL0665;SPC NM E     -   569,490.      268,340.      MT  (+/- 180 meters Scaled)
 GL0665
 GL0665                          SUPERSEDED SURVEY CONTROL
 GL0665
 GL0665  NGVD 29 (??/??/92) 1410.369  (m)         4627.19   (f) ADJ UNCH    2 0
 GL0665
 GL0665.Superseded values are not recommended for survey control.
 GL0665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0665.See file dsdata.txt to determine how the superseded data were derived.
 GL0665
 GL0665_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFV632998(NAD 83)
 GL0665_MARKER: DB = BENCH MARK DISK
 GL0665_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0665_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0665_STAMPING: L 283 1955
 GL0665_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0665+STABILITY: SURFACE MOTION
 GL0665
 GL0665  HISTORY     - Date     Condition        Report By
 GL0665  HISTORY     - 1955     MONUMENTED       CGS
 GL0665
 GL0665                          STATION DESCRIPTION
 GL0665
 GL0665'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GL0665'22.6 MI S FROM CLAYTON.
 GL0665'22.6 MILES SOUTH ALONG STATE HIGHWAY 18 FROM THE COURTHOUSE AT
 GL0665'CLAYTON, 80 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 11 FEET
 GL0665'SOUTHEAST OF THE SOUTHEAST CORNER OF A CATTLE GUARD, 4.5 FEET EAST OF
 GL0665'A POWER POLE, 2.6 FEET NORTH OF A WITNESS POST, 30 FEET SOUTH OF THE
 GL0665'EXTENDED CENTER LINE OF A ROAD LEADING WEST, SET IN THE TOP OF A
 GL0665'CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0853 ***********************************************************************
 GL0853  DESIGNATION -  L 284
 GL0853  PID         -  GL0853
 GL0853  STATE/COUNTY-  NM/UNION
 GL0853  USGS QUAD   -  SEDAN SE (1970)
 GL0853
 GL0853                         *CURRENT SURVEY CONTROL
 GL0853  ___________________________________________________________________
 GL0853* NAD 83(1986)-  36 00 48.     (N)    103 04 44.     (W)     SCALED    
 GL0853* NAVD 88     -      1357.627  (meters)    4454.15   (feet)  ADJUSTED  
 GL0853  ___________________________________________________________________
 GL0853  GEOID HEIGHT-         -23.09  (meters)                     GEOID03
 GL0853  DYNAMIC HT  -        1356.004 (meters)    4448.82  (feet)  COMP
 GL0853  MODELED GRAV-     979,390.3   (mgal)                       NAVD 88
 GL0853
 GL0853  VERT ORDER  -  SECOND    CLASS 0
 GL0853
 GL0853.The horizontal coordinates were scaled from a topographic map and have
 GL0853.an estimated accuracy of +/- 6 seconds.
 GL0853
 GL0853.The orthometric height was determined by differential leveling
 GL0853.and adjusted by the National Geodetic Survey in June 1991..
 GL0853
 GL0853.The geoid height was determined by GEOID03.
 GL0853
 GL0853.The dynamic height is computed by dividing the NAVD 88
 GL0853.geopotential number by the normal gravity value computed on the
 GL0853.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0853.degrees latitude (g = 980.6199 gals.).
 GL0853
 GL0853.The modeled gravity was interpolated from observed gravity values.
 GL0853
 GL0853;                    North         East    Units  Estimated Accuracy
 GL0853;SPC NM E     -   556,730.      278,080.      MT  (+/- 180 meters Scaled)
 GL0853
 GL0853                          SUPERSEDED SURVEY CONTROL
 GL0853
 GL0853  NGVD 29 (??/??/92) 1356.961  (m)         4451.96   (f) ADJ UNCH    2 0
 GL0853
 GL0853.Superseded values are not recommended for survey control.
 GL0853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0853.See file dsdata.txt to determine how the superseded data were derived.
 GL0853
 GL0853_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFV731871(NAD 83)
 GL0853_MARKER: DB = BENCH MARK DISK
 GL0853_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0853_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0853_STAMPING: L 284 1955
 GL0853_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0853+STABILITY: SURFACE MOTION
 GL0853
 GL0853  HISTORY     - Date     Condition        Report By
 GL0853  HISTORY     - 1955     MONUMENTED       CGS
 GL0853
 GL0853                          STATION DESCRIPTION
 GL0853
 GL0853'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GL0853'27.8 MI S FROM TEXLINE.
 GL0853'16.8 MILES SOUTH ALONG FARM ROAD 296 FROM THE FORT WORTH AND DENVER
 GL0853'CITY RAILROAD STATION AT TEXLINE, THENCE 4.1 MILES SOUTH ALONG A
 GL0853'GRADED DIRT ROAD, THENCE 0.5 MILE SOUTH ALONG A PRIVATE DIRT ROAD,
 GL0853'THENCE 4.3 MILES SOUTH ALONG A FENCE WHICH IS ON THE NEW MEXICO AND
 GL0853'TEXAS STATE LINE, THENCE 0.3 MILE WEST ALONG A SANDY TRACK ROAD,
 GL0853'THENCE 0.8 MILE WEST ACROSS A PASTURE, THENCE 1.0 MILE WEST ALONG A
 GL0853'FENCE, 13.3 FEET NORTH OF A FENCE CORNER, 2.5 FEET EAST OF A FENCE
 GL0853'LEADING NORTH, 2.5 FEET SOUTH OF A WITNESS POST, 0.8 MILE NORTHEAST OF
 GL0853'BENCH MARK T 284, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3
 GL0853'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0757 ***********************************************************************
 FM0757  DESIGNATION -  L 286
 FM0757  PID         -  FM0757
 FM0757  STATE/COUNTY-  NM/HARDING
 FM0757  USGS QUAD   -  INDIAN BATHTUB (1973)
 FM0757
 FM0757                         *CURRENT SURVEY CONTROL
 FM0757  ___________________________________________________________________
 FM0757* NAD 83(1986)-  35 50 03.     (N)    103 34 07.     (W)     SCALED    
 FM0757* NAVD 88     -      1372.714  (meters)    4503.65   (feet)  ADJUSTED  
 FM0757  ___________________________________________________________________
 FM0757  GEOID HEIGHT-         -21.49  (meters)                     GEOID03
 FM0757  DYNAMIC HT  -        1371.073 (meters)    4498.26  (feet)  COMP
 FM0757  MODELED GRAV-     979,389.4   (mgal)                       NAVD 88
 FM0757
 FM0757  VERT ORDER  -  SECOND    CLASS 0
 FM0757
 FM0757.The horizontal coordinates were scaled from a topographic map and have
 FM0757.an estimated accuracy of +/- 6 seconds.
 FM0757
 FM0757.The orthometric height was determined by differential leveling
 FM0757.and adjusted by the National Geodetic Survey in June 1991..
 FM0757
 FM0757.The geoid height was determined by GEOID03.
 FM0757
 FM0757.The dynamic height is computed by dividing the NAVD 88
 FM0757.geopotential number by the normal gravity value computed on the
 FM0757.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0757.degrees latitude (g = 980.6199 gals.).
 FM0757
 FM0757.The modeled gravity was interpolated from observed gravity values.
 FM0757
 FM0757;                    North         East    Units  Estimated Accuracy
 FM0757;SPC NM E     -   536,390.      234,090.      MT  (+/- 180 meters Scaled)
 FM0757
 FM0757                          SUPERSEDED SURVEY CONTROL
 FM0757
 FM0757  NGVD 29 (??/??/92) 1372.064  (m)         4501.51   (f) ADJ UNCH    2 0
 FM0757
 FM0757.Superseded values are not recommended for survey control.
 FM0757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0757.See file dsdata.txt to determine how the superseded data were derived.
 FM0757
 FM0757_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFV292665(NAD 83)
 FM0757_MARKER: DB = BENCH MARK DISK
 FM0757_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0757_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0757_STAMPING: L 286 1955
 FM0757_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0757+STABILITY: SURFACE MOTION
 FM0757
 FM0757  HISTORY     - Date     Condition        Report By
 FM0757  HISTORY     - 1955     MONUMENTED       CGS
 FM0757
 FM0757                          STATION DESCRIPTION
 FM0757
 FM0757'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 FM0757'7.1 MI W FROM ROSEBUD.
 FM0757'7.1 MILES WEST ALONG STATE HIGHWAY 65 FROM THE PUBLIC SCHOOL AT
 FM0757'ROSEBUD, 64 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 58 FEET EAST
 FM0757'OF THE CENTER OF A WIRE GATE, 58 FEET EAST OF THE CENTER LINE OF A
 FM0757'ROAD LEADING NORTH, 2.2 FEET SOUTH OF A FENCE, 2.5 FEET WEST OF A
 FM0757'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5
 FM0757'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0566 ***********************************************************************
 FM0566  DESIGNATION -  L 287 RESET
 FM0566  PID         -  FM0566
 FM0566  STATE/COUNTY-  NM/UNION
 FM0566  USGS QUAD   -  HAYDEN (1966)
 FM0566
 FM0566                         *CURRENT SURVEY CONTROL
 FM0566  ___________________________________________________________________
 FM0566* NAD 83(1986)-  35 59 55.     (N)    103 17 35.     (W)     SCALED    
 FM0566* NAVD 88     -      1455.64   (meters)    4775.7    (feet)  RESET     
 FM0566  ___________________________________________________________________
 FM0566  GEOID HEIGHT-         -22.13  (meters)                     GEOID03
 FM0566
 FM0566  VERT ORDER  -  THIRD
 FM0566
 FM0566.The horizontal coordinates were scaled from a topographic map and have
 FM0566.an estimated accuracy of +/- 6 seconds.
 FM0566
 FM0566.The orthometric height was computed from unverified reset data.
 FM0566
 FM0566.The geoid height was determined by GEOID03.
 FM0566
 FM0566;                    North         East    Units  Estimated Accuracy
 FM0566;SPC NM E     -   554,860.      258,790.      MT  (+/- 180 meters Scaled)
 FM0566
 FM0566                          SUPERSEDED SURVEY CONTROL
 FM0566
 FM0566.No superseded survey control is available for this station.
 FM0566
 FM0566_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFV538851(NAD 83)
 FM0566_MARKER: DD = SURVEY DISK
 FM0566_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0566_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0566_STAMPING: L 287 RESET 1959
 FM0566_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0566+STABILITY: SURFACE MOTION
 FM0566
 FM0566  HISTORY     - Date     Condition        Report By
 FM0566  HISTORY     - 1959     MONUMENTED       NMHD
 FM0566
 FM0566                          STATION DESCRIPTION
 FM0566
 FM0566'DESCRIBED BY NM HIGHWAY DEPT 1959
 FM0566'0.3 MI W FROM AMISTAD.
 FM0566'ABOUT 0.3 MILE WEST ALONG AN OILED ROAD FROM THE PUBLIC SCHOOL AT
 FM0566'AMISTAD, THENCE 7.1 MILES NORTH ALONG STATE HIGHWAY 18, 5.0 MILES WEST
 FM0566'ALONG STATE HIGHWAY 57 (ALSO KNOWN AS STATE HIGHWAY 102), 69 FEET
 FM0566'SOUTH OF THE CENTERLINE OF THE HIGHWAY, 6 FEET NORTH OF A YELLOW
 FM0566'PAINTED RIGHT OF WAY MARKER, 5 FEET EAST OF A WITNESS POST, AND SET IN
 FM0566'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0885 ***********************************************************************
 GL0885  DESIGNATION -  L 288
 GL0885  PID         -  GL0885
 GL0885  STATE/COUNTY-  NM/UNION
 GL0885  USGS QUAD   -  LAWRENCE ARROYO (1974)
 GL0885
 GL0885                         *CURRENT SURVEY CONTROL
 GL0885  ___________________________________________________________________
 GL0885* NAD 83(1986)-  36 26 25.     (N)    104 00 02.     (W)     SCALED    
 GL0885* NAVD 88     -      1882.917  (meters)    6177.54   (feet)  ADJUSTED  
 GL0885  ___________________________________________________________________
 GL0885  GEOID HEIGHT-         -19.00  (meters)                     GEOID03
 GL0885  DYNAMIC HT  -        1880.564 (meters)    6169.82  (feet)  COMP
 GL0885  MODELED GRAV-     979,314.6   (mgal)                       NAVD 88
 GL0885
 GL0885  VERT ORDER  -  SECOND    CLASS 0
 GL0885
 GL0885.The horizontal coordinates were scaled from a topographic map and have
 GL0885.an estimated accuracy of +/- 6 seconds.
 GL0885
 GL0885.The orthometric height was determined by differential leveling
 GL0885.and adjusted by the National Geodetic Survey in June 1991..
 GL0885
 GL0885.The geoid height was determined by GEOID03.
 GL0885
 GL0885.The dynamic height is computed by dividing the NAVD 88
 GL0885.geopotential number by the normal gravity value computed on the
 GL0885.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0885.degrees latitude (g = 980.6199 gals.).
 GL0885
 GL0885.The modeled gravity was interpolated from observed gravity values.
 GL0885
 GL0885;                    North         East    Units  Estimated Accuracy
 GL0885;SPC NM E     -   603,420.      194,830.      MT  (+/- 180 meters Scaled)
 GL0885
 GL0885                          SUPERSEDED SURVEY CONTROL
 GL0885
 GL0885  NGVD 29 (??/??/92) 1882.058  (m)         6174.72   (f) ADJ UNCH    2 0
 GL0885
 GL0885.Superseded values are not recommended for survey control.
 GL0885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0885.See file dsdata.txt to determine how the superseded data were derived.
 GL0885
 GL0885_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEA895332(NAD 83)
 GL0885_MARKER: DB = BENCH MARK DISK
 GL0885_SETTING: 66 = SET IN ROCK OUTCROP
 GL0885_SP_SET: SANDSTONE ROCK
 GL0885_STAMPING: L 288 1955
 GL0885_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GL0885+STABILITY: POSITION/ELEVATION WELL
 GL0885
 GL0885  HISTORY     - Date     Condition        Report By
 GL0885  HISTORY     - 1955     MONUMENTED       CGS
 GL0885  HISTORY     - 1973     GOOD             USGS
 GL0885
 GL0885                          STATION DESCRIPTION
 GL0885
 GL0885'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GL0885'9.4 MI W FROM SOFIA.
 GL0885'2.1 MILES WEST ALONG A GRADED DIRT ROAD FROM THE SCHOOLHOUSE AT SOFIA,
 GL0885'THENCE 5.0 MILES WEST ALONG A TRACK ROAD, THENCE 2.3 MILES WEST ALONG
 GL0885'A DIM TRACK ROAD, 85 FEET WEST OF THE CENTER LINE OF A NORTH AND SOUTH
 GL0885'GRADED DIRT ROAD, 26 FEET SOUTH OF THE CENTER LINE OF A DIM TRACK
 GL0885'ROAD, 14 FEET NORTHWEST OF A 4 FOOT ROCK CAIRN, 0.5 FOOT ABOVE THE
 GL0885'GROUND, 1.0 MILE NORTH OF BENCH MARK M 288, SET IN THE TOP OF A 3X3
 GL0885'FOOT SANDSTONE ROCK.  NOTE-- THE SCHOOL HOUSE AT SOFIA HAS BEEN
 GL0885'ABANDONED.  THE STARTING POINT IS NOW THE CROSSROADS AT SOFIA, WHICH
 GL0885'IS 0.4 MILE EAST OF THE SITE OF THE SCHOOL HOUSE.
 GL0885
 GL0885                          STATION RECOVERY (1973)
 GL0885
 GL0885'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 GL0885'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0654 ***********************************************************************
 GL0654  DESIGNATION -  L 289
 GL0654  PID         -  GL0654
 GL0654  STATE/COUNTY-  NM/UNION
 GL0654  USGS QUAD   -  BLACK CANYON (1966)
 GL0654
 GL0654                         *CURRENT SURVEY CONTROL
 GL0654  ___________________________________________________________________
 GL0654* NAD 83(1986)-  36 22 58.     (N)    103 26 07.     (W)     SCALED    
 GL0654* NAVD 88     -      1660.783  (meters)    5448.75   (feet)  ADJUSTED  
 GL0654  ___________________________________________________________________
 GL0654  GEOID HEIGHT-         -21.10  (meters)                     GEOID03
 GL0654  DYNAMIC HT  -        1658.775 (meters)    5442.16  (feet)  COMP
 GL0654  MODELED GRAV-     979,364.4   (mgal)                       NAVD 88
 GL0654
 GL0654  VERT ORDER  -  SECOND    CLASS 0
 GL0654
 GL0654.The horizontal coordinates were scaled from a topographic map and have
 GL0654.an estimated accuracy of +/- 6 seconds.
 GL0654
 GL0654.The orthometric height was determined by differential leveling
 GL0654.and adjusted by the National Geodetic Survey in June 1991..
 GL0654
 GL0654.The geoid height was determined by GEOID03.
 GL0654
 GL0654.The dynamic height is computed by dividing the NAVD 88
 GL0654.geopotential number by the normal gravity value computed on the
 GL0654.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0654.degrees latitude (g = 980.6199 gals.).
 GL0654
 GL0654.The modeled gravity was interpolated from observed gravity values.
 GL0654
 GL0654;                    North         East    Units  Estimated Accuracy
 GL0654;SPC NM E     -   597,360.      245,570.      MT  (+/- 180 meters Scaled)
 GL0654
 GL0654                          SUPERSEDED SURVEY CONTROL
 GL0654
 GL0654  NGVD 29 (??/??/92) 1659.998  (m)         5446.18   (f) ADJ UNCH    2 0
 GL0654
 GL0654.Superseded values are not recommended for survey control.
 GL0654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0654.See file dsdata.txt to determine how the superseded data were derived.
 GL0654
 GL0654_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA403275(NAD 83)
 GL0654_MARKER: DB = BENCH MARK DISK
 GL0654_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0654_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0654_STAMPING: L 289 1955
 GL0654_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0654+STABILITY: SURFACE MOTION
 GL0654
 GL0654  HISTORY     - Date     Condition        Report By
 GL0654  HISTORY     - 1955     MONUMENTED       CGS
 GL0654
 GL0654                          STATION DESCRIPTION
 GL0654
 GL0654'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GL0654'16.6 MI SW FROM CLAYTON.
 GL0654'15.6 MILES SOUTHWEST ALONG STATE HIGHWAY 58 FROM THE COLORADO AND
 GL0654'SOUTHERN RAILROAD STATION AT CLAYTON, THENCE 0.8 MILE NORTH ALONG OLD
 GL0654'STATE HIGHWAY 58, THENCE 0.2 MILE NORTHWEST ALONG A TRACK ROAD, 0.2
 GL0654'MILE NORTHWEST OF A CATTLE GUARD, AT A WINDMILL, 191 FEET NORTHEAST OF
 GL0654'THE CENTER LINE OF A TRACK ROAD, 6 FEET SOUTHWEST OF A WELL CASING,
 GL0654'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE
 GL0654'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0196 ***********************************************************************
 CW0196  DESIGNATION -  L 29
 CW0196  PID         -  CW0196
 CW0196  STATE/COUNTY-  NM/EDDY
 CW0196  USGS QUAD   -  RATTLESNAKE SPRING (1978)
 CW0196
 CW0196                         *CURRENT SURVEY CONTROL
 CW0196  ___________________________________________________________________
 CW0196* NAD 83(1986)-  32 04 53.     (N)    104 29 28.     (W)     SCALED    
 CW0196* NAVD 88     -      1135.152  (meters)    3724.24   (feet)  ADJUSTED  
 CW0196  ___________________________________________________________________
 CW0196  GEOID HEIGHT-         -23.95  (meters)                     GEOID03
 CW0196  DYNAMIC HT  -        1133.456 (meters)    3718.68  (feet)  COMP
 CW0196  MODELED GRAV-     979,106.4   (mgal)                       NAVD 88
 CW0196
 CW0196  VERT ORDER  -  FIRST     CLASS II
 CW0196
 CW0196.The horizontal coordinates were scaled from a topographic map and have
 CW0196.an estimated accuracy of +/- 6 seconds.
 CW0196
 CW0196.The orthometric height was determined by differential leveling
 CW0196.and adjusted by the National Geodetic Survey in June 1991..
 CW0196
 CW0196.The geoid height was determined by GEOID03.
 CW0196
 CW0196.The dynamic height is computed by dividing the NAVD 88
 CW0196.geopotential number by the normal gravity value computed on the
 CW0196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0196.degrees latitude (g = 980.6199 gals.).
 CW0196
 CW0196.The modeled gravity was interpolated from observed gravity values.
 CW0196
 CW0196;                    North         East    Units  Estimated Accuracy
 CW0196;SPC NM E     -   119,900.      150,110.      MT  (+/- 180 meters Scaled)
 CW0196
 CW0196                          SUPERSEDED SURVEY CONTROL
 CW0196
 CW0196  NGVD 29 (??/??/92) 1134.61   (m)         3722.5    (f) COMPUTED    1 2
 CW0196
 CW0196.Superseded values are not recommended for survey control.
 CW0196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0196.See file dsdata.txt to determine how the superseded data were derived.
 CW0196
 CW0196_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SER480495(NAD 83)
 CW0196_MARKER: DD = SURVEY DISK
 CW0196_SETTING: 80 = SET IN A BOULDER
 CW0196_STAMPING: L 29 1933 3722
 CW0196_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CW0196+STABILITY: SURFACE MOTION
 CW0196
 CW0196  HISTORY     - Date     Condition        Report By
 CW0196  HISTORY     - 1933     MONUMENTED       USGS
 CW0196  HISTORY     - 1933     GOOD             NGS
 CW0196  HISTORY     - 1958     MARK NOT FOUND   NGS
 CW0196
 CW0196                          STATION DESCRIPTION
 CW0196
 CW0196'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 CW0196'30.1 MI SW FROM CARLSBAD.
 CW0196'30.1 MILES S.W. OF DEPOT ALONG HWY. NO. 62 2.83 MILES N.E. OF MOUNTAIN
 CW0196'VIEW STORE, 3.3 MILES S.W. OF WASHINGTONS CAVERN CAMP, ALONG US HWY.
 CW0196'NO. 62 15 FEET E. OF HWY., 115 FEET S. FROM CROSSING OF SLAUGHTER
 CW0196'CANYON, IN TOP OF BOULDER IMBEDDED IN GROUND.
 CW0196
 CW0196                          STATION RECOVERY (1958)
 CW0196
 CW0196'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 CW0196'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0010 ***********************************************************************
 FO0010  DESIGNATION -  L 29
 FO0010  PID         -  FO0010
 FO0010  STATE/COUNTY-  NM/SANTA FE
 FO0010  USGS QUAD   -  WHITE ROCK (1984)
 FO0010
 FO0010                         *CURRENT SURVEY CONTROL
 FO0010  ___________________________________________________________________
 FO0010* NAD 83(1986)-  35 51 01.     (N)    106 09 19.     (W)     SCALED    
 FO0010* NAVD 88     -      1672.086  (meters)    5485.84   (feet)  ADJUSTED  
 FO0010  ___________________________________________________________________
 FO0010  GEOID HEIGHT-         -19.35  (meters)                     GEOID03
 FO0010  DYNAMIC HT  -        1669.815 (meters)    5478.38  (feet)  COMP
 FO0010  MODELED GRAV-     979,217.2   (mgal)                       NAVD 88
 FO0010
 FO0010  VERT ORDER  -  FIRST     CLASS II
 FO0010
 FO0010.The horizontal coordinates were scaled from a topographic map and have
 FO0010.an estimated accuracy of +/- 6 seconds.
 FO0010
 FO0010.The orthometric height was determined by differential leveling
 FO0010.and adjusted by the National Geodetic Survey in June 1991..
 FO0010
 FO0010.The geoid height was determined by GEOID03.
 FO0010
 FO0010.The dynamic height is computed by dividing the NAVD 88
 FO0010.geopotential number by the normal gravity value computed on the
 FO0010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0010.degrees latitude (g = 980.6199 gals.).
 FO0010
 FO0010.The modeled gravity was interpolated from observed gravity values.
 FO0010
 FO0010;                    North         East    Units  Estimated Accuracy
 FO0010;SPC NM C     -   537,910.      508,560.      MT  (+/- 180 meters Scaled)
 FO0010
 FO0010                          SUPERSEDED SURVEY CONTROL
 FO0010
 FO0010  NGVD 29 (??/??/92) 1671.079  (m)         5482.53   (f) ADJ UNCH    1 2
 FO0010
 FO0010.Superseded values are not recommended for survey control.
 FO0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0010.See file dsdata.txt to determine how the superseded data were derived.
 FO0010
 FO0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV956679(NAD 83)
 FO0010_MARKER: DB = BENCH MARK DISK
 FO0010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FO0010_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FO0010_STAMPING: 5482.532 L 29 1933
 FO0010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO0010+STABILITY: SURFACE MOTION
 FO0010
 FO0010  HISTORY     - Date     Condition        Report By
 FO0010  HISTORY     - 1933     MONUMENTED       CGS
 FO0010  HISTORY     - 1934     GOOD             NGS
 FO0010  HISTORY     - 1978     MARK NOT FOUND   USGS
 FO0010
 FO0010                          STATION DESCRIPTION
 FO0010
 FO0010'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FO0010'4.3 MI S FROM SAN ILDEFONSO.
 FO0010'ABOUT 4.3 MILES SOUTH ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 FO0010'FROM SAN ILDEFONSO, SANTA FE COUNTY, ABOUT 2.3 MILE SOUTH OF OTOWI,
 FO0010'ABOUT 7 POLES NORTH OF MILEPOST 383, ABOUT 106 YARDS NORTHWEST OF
 FO0010'55-FOOT BRIDGE 382.86, ABOUT 9 FEET NORTHEAST OF THE CENTERLINE OF THE
 FO0010'TRACK, IN THE TOP OF A ROCK OUTCROP, AND ABOUT 4 FEET HIGHER THAN THE
 FO0010'TRACK.  A STANDARD DISK STAMPED 5482.532 L 29 1933.
 FO0010
 FO0010                          STATION RECOVERY (1978)
 FO0010
 FO0010'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 FO0010'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0591 ***********************************************************************
 GL0591  DESIGNATION -  L 290
 GL0591  PID         -  GL0591
 GL0591  STATE/COUNTY-  NM/UNION
 GL0591  USGS QUAD   -  TEXLINE NORTH (1970)
 GL0591
 GL0591                         *CURRENT SURVEY CONTROL
 GL0591  ___________________________________________________________________
 GL0591* NAD 83(1986)-  36 24 19.     (N)    103 05 39.     (W)     SCALED    
 GL0591* NAVD 88     -      1469.534  (meters)    4821.30   (feet)  ADJUSTED  
 GL0591  ___________________________________________________________________
 GL0591  GEOID HEIGHT-         -22.46  (meters)                     GEOID03
 GL0591  DYNAMIC HT  -        1467.807 (meters)    4815.63  (feet)  COMP
 GL0591  MODELED GRAV-     979,404.8   (mgal)                       NAVD 88
 GL0591
 GL0591  VERT ORDER  -  FIRST     CLASS II
 GL0591
 GL0591.The horizontal coordinates were scaled from a topographic map and have
 GL0591.an estimated accuracy of +/- 6 seconds.
 GL0591
 GL0591.The orthometric height was determined by differential leveling
 GL0591.and adjusted by the National Geodetic Survey in June 1991..
 GL0591
 GL0591.The geoid height was determined by GEOID03.
 GL0591
 GL0591.The dynamic height is computed by dividing the NAVD 88
 GL0591.geopotential number by the normal gravity value computed on the
 GL0591.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0591.degrees latitude (g = 980.6199 gals.).
 GL0591
 GL0591.The modeled gravity was interpolated from observed gravity values.
 GL0591
 GL0591;                    North         East    Units  Estimated Accuracy
 GL0591;SPC NM E     -   600,200.      276,150.      MT  (+/- 180 meters Scaled)
 GL0591
 GL0591                          SUPERSEDED SURVEY CONTROL
 GL0591
 GL0591  NGVD 29 (??/??/92) 1468.839  (m)         4819.02   (f) ADJ UNCH    1 2
 GL0591
 GL0591.Superseded values are not recommended for survey control.
 GL0591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0591.See file dsdata.txt to determine how the superseded data were derived.
 GL0591
 GL0591_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA708305(NAD 83)
 GL0591_MARKER: DB = BENCH MARK DISK
 GL0591_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0591_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0591_STAMPING: L 290 1956
 GL0591_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0591+STABILITY: SURFACE MOTION
 GL0591_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GL0591+SATELLITE: SATELLITE OBSERVATIONS - August 09, 2005
 GL0591
 GL0591  HISTORY     - Date     Condition        Report By
 GL0591  HISTORY     - 1956     MONUMENTED       CGS
 GL0591  HISTORY     - 20040806 GOOD             USPSQD
 GL0591  HISTORY     - 20050809 GOOD             USPSQD
 GL0591
 GL0591                          STATION DESCRIPTION
 GL0591
 GL0591'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 GL0591'6.25 MI SE FROM CLAYTON.
 GL0591'6.25 MILES SOUTHEAST ALONG THE COLORADO AND SOUTHERN RAILROAD FROM THE
 GL0591'STATION AT CLAYTON, 9 RAILS WEST OF THE WEST END OF TRESTLE 344.1, 73
 GL0591'FEET SOUTH OF THE CENTER LINE OF U.S. HIGHWAY 87, 24.4 FEET NORTH OF
 GL0591'THE NORTH RAIL, 2.4 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A
 GL0591'CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
 GL0591
 GL0591                          STATION RECOVERY (2004)
 GL0591
 GL0591'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 GL0591'L 290 AND A LINE POINTING TO THE MARK PAINTED ON THE HIGHWAY. SLAT AND
 GL0591'ORANGE TAPE AT THE MARK.
 GL0591
 GL0591                          STATION RECOVERY (2005)
 GL0591
 GL0591'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 GL0591'SAME AS LAST YEAR.  STILL GOOD.
 GL0591' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0178 ***********************************************************************
 FN0178  DESIGNATION -  L 291
 FN0178  PID         -  FN0178
 FN0178  STATE/COUNTY-  NM/SAN MIGUEL
 FN0178  USGS QUAD   -  EL PORVENIR (1961)
 FN0178
 FN0178                         *CURRENT SURVEY CONTROL
 FN0178  ___________________________________________________________________
 FN0178* NAD 83(1986)-  35 42 03.     (N)    105 25 33.     (W)     SCALED    
 FN0178* NAVD 88     -      2293.064  (meters)    7523.16   (feet)  ADJUSTED  
 FN0178  ___________________________________________________________________
 FN0178  GEOID HEIGHT-         -17.75  (meters)                     GEOID03
 FN0178  DYNAMIC HT  -        2289.777 (meters)    7512.38  (feet)  COMP
 FN0178  MODELED GRAV-     979,117.2   (mgal)                       NAVD 88
 FN0178
 FN0178  VERT ORDER  -  SECOND    CLASS 0
 FN0178
 FN0178.The horizontal coordinates were scaled from a topographic map and have
 FN0178.an estimated accuracy of +/- 6 seconds.
 FN0178
 FN0178.The orthometric height was determined by differential leveling
 FN0178.and adjusted by the National Geodetic Survey in June 1991..
 FN0178
 FN0178.The geoid height was determined by GEOID03.
 FN0178
 FN0178.The dynamic height is computed by dividing the NAVD 88
 FN0178.geopotential number by the normal gravity value computed on the
 FN0178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FN0178.degrees latitude (g = 980.6199 gals.).
 FN0178
 FN0178.The modeled gravity was interpolated from observed gravity values.
 FN0178
 FN0178;                    North         East    Units  Estimated Accuracy
 FN0178;SPC NM E     -   521,880.       66,130.      MT  (+/- 180 meters Scaled)
 FN0178
 FN0178                          SUPERSEDED SURVEY CONTROL
 FN0178
 FN0178  NGVD 29 (??/??/92) 2291.978  (m)         7519.60   (f) ADJ UNCH    2 0
 FN0178
 FN0178.Superseded values are not recommended for survey control.
 FN0178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0178.See file dsdata.txt to determine how the superseded data were derived.
 FN0178
 FN0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV614508(NAD 83)
 FN0178_MARKER: DB = BENCH MARK DISK
 FN0178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FN0178_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FN0178_STAMPING: L 291 1957
 FN0178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FN0178+STABILITY: SURFACE MOTION
 FN0178
 FN0178  HISTORY     - Date     Condition        Report By
 FN0178  HISTORY     - 1957     MONUMENTED       CGS
 FN0178
 FN0178                          STATION DESCRIPTION
 FN0178
 FN0178'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FN0178'IN LAS GALLINAS RANGER STA.
 FN0178'AT THE LAS GALLINAS RANGER STATION, IN T. 17 N., R. 14 E., AND NEAR
 FN0178'THE EAST SIDE OF SECTION 14, 64 1/2 FEET SOUTHEAST OF THE SOUTHEAST
 FN0178'CORNER OF THE RANGER STATION, 31 FEET NORTH OF THE CENTER LINE OF
 FN0178'STATE ROAD 65, 21 FEET SOUTH EAST OF A 16-INCH PINE TREE, 5 1/2 FEET
 FN0178'NORTH-NORTHWEST OF A LARGE STONE PILLAR WHICH CONNECTS A STONE FENCE
 FN0178'WITH A POLE FENCE, 6 FEET EAST-NORTHEAST OF A FLAGPOLE, ABOUT 6 FEET
 FN0178'ABOVE THE LEVEL OF THE ROAD, SET IN THE TOP OF A CONCRETE POST WHICH
 FN0178'PROJECTS 4-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1086 ***********************************************************************
 GL1086  DESIGNATION -  L 291
 GL1086  PID         -  GL1086
 GL1086  STATE/COUNTY-  NM/UNION
 GL1086  USGS QUAD   -  DES MOINES (1972)
 GL1086
 GL1086                         *CURRENT SURVEY CONTROL
 GL1086  ___________________________________________________________________
 GL1086* NAD 83(1986)-  36 45 34.     (N)    103 51 56.     (W)     SCALED    
 GL1086* NAVD 88     -      2036.984  (meters)    6683.01   (feet)  ADJUSTED  
 GL1086  ___________________________________________________________________
 GL1086  GEOID HEIGHT-         -19.12  (meters)                     GEOID03
 GL1086  DYNAMIC HT  -        2034.437 (meters)    6674.65  (feet)  COMP
 GL1086  MODELED GRAV-     979,307.3   (mgal)                       NAVD 88
 GL1086
 GL1086  VERT ORDER  -  FIRST     CLASS II
 GL1086
 GL1086.The horizontal coordinates were scaled from a topographic map and have
 GL1086.an estimated accuracy of +/- 6 seconds.
 GL1086
 GL1086.The orthometric height was determined by differential leveling
 GL1086.and adjusted by the National Geodetic Survey in June 1991..
 GL1086
 GL1086.The geoid height was determined by GEOID03.
 GL1086
 GL1086.The dynamic height is computed by dividing the NAVD 88
 GL1086.geopotential number by the normal gravity value computed on the
 GL1086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL1086.degrees latitude (g = 980.6199 gals.).
 GL1086
 GL1086.The modeled gravity was interpolated from observed gravity values.
 GL1086
 GL1086;                    North         East    Units  Estimated Accuracy
 GL1086;SPC NM E     -   638,890.      206,770.      MT  (+/- 180 meters Scaled)
 GL1086
 GL1086                          SUPERSEDED SURVEY CONTROL
 GL1086
 GL1086  NGVD 29 (??/??/92) 2036.007  (m)         6679.80   (f) ADJ UNCH    1 2
 GL1086
 GL1086.Superseded values are not recommended for survey control.
 GL1086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1086.See file dsdata.txt to determine how the superseded data were derived.
 GL1086
 GL1086_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA012687(NAD 83)
 GL1086_MARKER: DB = BENCH MARK DISK
 GL1086_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GL1086_SP_SET: CULVERT
 GL1086_STAMPING: L 291 1955
 GL1086_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GL1086_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GL1086+SATELLITE: SATELLITE OBSERVATIONS - August 10, 2005
 GL1086
 GL1086  HISTORY     - Date     Condition        Report By
 GL1086  HISTORY     - 1955     MONUMENTED       CGS
 GL1086  HISTORY     - 20040806 GOOD             USPSQD
 GL1086  HISTORY     - 20050810 GOOD             USPSQD
 GL1086
 GL1086                          STATION DESCRIPTION
 GL1086
 GL1086'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GL1086'1.8 MI W FROM DES MOINES.
 GL1086'1.8 MILES WEST ALONG U.S. HIGHWAYS 64 AND 87 FROM THE POST OFFICE AT
 GL1086'DES MOINES, 0.15 MILE WEST OF A FARMHOUSE, 20 FEET NORTHWEST OF THE
 GL1086'CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF THE NORTHEAST END OF THE
 GL1086'NORTHWEST HEADWALL OF A CONCRETE CULVERT.
 GL1086
 GL1086                          STATION RECOVERY (2004)
 GL1086
 GL1086'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 GL1086'RECOVERED IN GOOD CONDITION.
 GL1086
 GL1086                          STATION RECOVERY (2005)
 GL1086
 GL1086'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 GL1086'FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0194 ***********************************************************************
 FN0194  DESIGNATION -  L 292
 FN0194  PID         -  FN0194
 FN0194  STATE/COUNTY-  NM/SAN MIGUEL
 FN0194  USGS QUAD   -  SAN GERONIMO (1961)
 FN0194
 FN0194                         *CURRENT SURVEY CONTROL
 FN0194  ___________________________________________________________________
 FN0194* NAD 83(1986)-  35 35 07.     (N)    105 24 03.     (W)     SCALED    
 FN0194* NAVD 88     -      2100.268  (meters)    6890.63   (feet)  ADJUSTED  
 FN0194  ___________________________________________________________________
 FN0194  GEOID HEIGHT-         -18.34  (meters)                     GEOID03
 FN0194  DYNAMIC HT  -        2097.313 (meters)    6880.93  (feet)  COMP
 FN0194  MODELED GRAV-     979,151.2   (mgal)                       NAVD 88
 FN0194
 FN0194  VERT ORDER  -  SECOND    CLASS 0
 FN0194
 FN0194.The horizontal coordinates were scaled from a topographic map and have
 FN0194.an estimated accuracy of +/- 6 seconds.
 FN0194
 FN0194.The orthometric height was determined by differential leveling
 FN0194.and adjusted by the National Geodetic Survey in June 1991..
 FN0194
 FN0194.The geoid height was determined by GEOID03.
 FN0194
 FN0194.The dynamic height is computed by dividing the NAVD 88
 FN0194.geopotential number by the normal gravity value computed on the
 FN0194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FN0194.degrees latitude (g = 980.6199 gals.).
 FN0194
 FN0194.The modeled gravity was interpolated from observed gravity values.
 FN0194
 FN0194;                    North         East    Units  Estimated Accuracy
 FN0194;SPC NM E     -   509,030.       68,260.      MT  (+/- 180 meters Scaled)
 FN0194
 FN0194                          SUPERSEDED SURVEY CONTROL
 FN0194
 FN0194  NGVD 29 (??/??/92) 2099.255  (m)         6887.31   (f) ADJ UNCH    2 0
 FN0194
 FN0194.Superseded values are not recommended for survey control.
 FN0194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0194.See file dsdata.txt to determine how the superseded data were derived.
 FN0194
 FN0194_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV636380(NAD 83)
 FN0194_MARKER: DB = BENCH MARK DISK
 FN0194_SETTING: 66 = SET IN ROCK OUTCROP
 FN0194_SP_SET: SET IN ROCK OUTCROP
 FN0194_STAMPING: L 292 1957
 FN0194_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FN0194+STABILITY: POSITION/ELEVATION WELL
 FN0194
 FN0194  HISTORY     - Date     Condition        Report By
 FN0194  HISTORY     - 1957     MONUMENTED       CGS
 FN0194
 FN0194                          STATION DESCRIPTION
 FN0194
 FN0194'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FN0194'0.55 MI N FROM SAN GERONIMO.
 FN0194'0.1 MILE WEST ALONG A DIRT ROAD FROM THE SCHOOLHOUSE AT SAN GERONIMO,
 FN0194'THENCE 0.45 MILE NORTH ALONG A WINDING DIRT ROAD, ON THE NORTHEAST
 FN0194'SLOPE OF A BARE HILL, 0.2 MILE SOUTHWEST OF A SHARP TURN IN TECLOTE
 FN0194'CREEK, 131 FEET WEST OF THE CENTER LINE OF A PRIVATE TRACK ROAD, ON
 FN0194'THE RIM OF A SMALL BLUFF WHICH OVERLOOKS THE CREEK, 88 FEET EAST OF
 FN0194'THE CENTER LINE OF THE DIRT ROAD, 69 FEET SOUTHEAST OF A FENCE CORNER,
 FN0194'32 FEET SOUTH OF A FENCE, 0.5 FOOT ABOVE THE GROUND, SET IN THE TOP OF
 FN0194'A 3X7 FOOT GRANITE OUTCROP, IN SECTION 30, TOWNSHIP 16 NORTH, RANGE 15
 FN0194'EAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0641 ***********************************************************************
 GL0641  DESIGNATION -  L 292
 GL0641  PID         -  GL0641
 GL0641  STATE/COUNTY-  NM/UNION
 GL0641  USGS QUAD   -  BLACK CANYON (1966)
 GL0641
 GL0641                         *CURRENT SURVEY CONTROL
 GL0641  ___________________________________________________________________
 GL0641* NAD 83(1986)-  36 28 02.     (N)    103 29 16.     (W)     SCALED    
 GL0641* NAVD 88     -      1698.303  (meters)    5571.85   (feet)  ADJUSTED  
 GL0641  ___________________________________________________________________
 GL0641  GEOID HEIGHT-         -20.72  (meters)                     GEOID03
 GL0641  DYNAMIC HT  -        1696.244 (meters)    5565.09  (feet)  COMP
 GL0641  MODELED GRAV-     979,359.3   (mgal)                       NAVD 88
 GL0641
 GL0641  VERT ORDER  -  SECOND    CLASS 0
 GL0641
 GL0641.The horizontal coordinates were scaled from a topographic map and have
 GL0641.an estimated accuracy of +/- 6 seconds.
 GL0641
 GL0641.The orthometric height was determined by differential leveling
 GL0641.and adjusted by the National Geodetic Survey in June 1991..
 GL0641
 GL0641.The geoid height was determined by GEOID03.
 GL0641
 GL0641.The dynamic height is computed by dividing the NAVD 88
 GL0641.geopotential number by the normal gravity value computed on the
 GL0641.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0641.degrees latitude (g = 980.6199 gals.).
 GL0641
 GL0641.The modeled gravity was interpolated from observed gravity values.
 GL0641
 GL0641;                    North         East    Units  Estimated Accuracy
 GL0641;SPC NM E     -   606,690.      240,780.      MT  (+/- 180 meters Scaled)
 GL0641
 GL0641                          SUPERSEDED SURVEY CONTROL
 GL0641
 GL0641  NGVD 29 (??/??/92) 1697.485  (m)         5569.17   (f) ADJ UNCH    2 0
 GL0641
 GL0641.Superseded values are not recommended for survey control.
 GL0641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0641.See file dsdata.txt to determine how the superseded data were derived.
 GL0641
 GL0641_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA354368(NAD 83)
 GL0641_MARKER: DB = BENCH MARK DISK
 GL0641_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 GL0641_SP_SET: 4.5 FEET
 GL0641_STAMPING: L 292 1955
 GL0641_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GL0641
 GL0641  HISTORY     - Date     Condition        Report By
 GL0641  HISTORY     - 1955     MONUMENTED       CGS
 GL0641
 GL0641                          STATION DESCRIPTION
 GL0641
 GL0641'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GL0641'4.0 MI S FROM MOUNT DORA.
 GL0641'0.2 MILE NORTHWEST ALONG THE COLORADO AND SOUTHERN RAILROAD FROM THE
 GL0641'WATER TANK AT MOUNT DORA, THENCE 3.8 MILES SOUTH ALONG A GRADED DIRT
 GL0641'ROAD, 0.5 MILE SOUTH OF A HOUSE, 27 FEET EAST OF THE CENTER LINE OF A
 GL0641'NORTH AND SOUTH GRADED DIRT ROAD, 9.7 FEET EAST OF A FENCE, 3 FEET
 GL0641'WEST OF A WITNESS POST, 142.7 SOUTHEAST OF BENCH MARK M 292, 0.1 FOOT
 GL0641'ABOVE THE GROUND, CLAMPED ON THE TOP OF A 1/2 INCH COPPER COATED STEEL
 GL0641'ROD WHICH IS DRIVEN 4.5 FEET IN THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1077 ***********************************************************************
 GL1077  DESIGNATION -  L 293
 GL1077  PID         -  GL1077
 GL1077  STATE/COUNTY-  NM/UNION
 GL1077  USGS QUAD   -  LITTLE GRANDE (1972)
 GL1077
 GL1077                         *CURRENT SURVEY CONTROL
 GL1077  ___________________________________________________________________
 GL1077* NAD 83(1986)-  36 41 10.     (N)    103 47 14.     (W)     SCALED    
 GL1077* NAVD 88     -      1952.238  (meters)    6404.97   (feet)  ADJUSTED  
 GL1077  ___________________________________________________________________
 GL1077  GEOID HEIGHT-         -19.37  (meters)                     GEOID03
 GL1077  DYNAMIC HT  -        1949.808 (meters)    6397.00  (feet)  COMP
 GL1077  MODELED GRAV-     979,316.7   (mgal)                       NAVD 88
 GL1077
 GL1077  VERT ORDER  -  FIRST     CLASS II
 GL1077
 GL1077.The horizontal coordinates were scaled from a topographic map and have
 GL1077.an estimated accuracy of +/- 6 seconds.
 GL1077
 GL1077.The orthometric height was determined by differential leveling
 GL1077.and adjusted by the National Geodetic Survey in June 1991..
 GL1077
 GL1077.The geoid height was determined by GEOID03.
 GL1077
 GL1077.The dynamic height is computed by dividing the NAVD 88
 GL1077.geopotential number by the normal gravity value computed on the
 GL1077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL1077.degrees latitude (g = 980.6199 gals.).
 GL1077
 GL1077.The modeled gravity was interpolated from observed gravity values.
 GL1077
 GL1077;                    North         East    Units  Estimated Accuracy
 GL1077;SPC NM E     -   630,790.      213,810.      MT  (+/- 180 meters Scaled)
 GL1077
 GL1077                          SUPERSEDED SURVEY CONTROL
 GL1077
 GL1077  NGVD 29 (??/??/92) 1951.292  (m)         6401.86   (f) ADJ UNCH    1 2
 GL1077
 GL1077.Superseded values are not recommended for survey control.
 GL1077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1077.See file dsdata.txt to determine how the superseded data were derived.
 GL1077
 GL1077_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA083607(NAD 83)
 GL1077_MARKER: DB = BENCH MARK DISK
 GL1077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL1077_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL1077_STAMPING: L 293 1955
 GL1077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL1077+STABILITY: SURFACE MOTION
 GL1077
 GL1077  HISTORY     - Date     Condition        Report By
 GL1077  HISTORY     - 1955     MONUMENTED       CGS
 GL1077
 GL1077                          STATION DESCRIPTION
 GL1077
 GL1077'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 GL1077'5.95 MI SE FROM DES MOINES.
 GL1077'5.95 MILES SOUTHEAST ALONG U.S. HIGHWAYS 64 AND 87 FROM THE POST
 GL1077'OFFICE AT DES MOINES, 73 FEET NORTHEAST OF THE CENTER LINE OF THE
 GL1077'HIGHWAY, 0.1 MILE SOUTHEAST OF A CONCRETE CULVERT UNDER THE HIGHWAY, 2
 GL1077'FEET SOUTHWEST OF A FENCE, 2.5 FEET SOUTHWEST OF A WITNESS POST, 1.05
 GL1077'MILE NORTHWEST OF BENCH MARK A 55 RESET 1955, SET IN THE TOP OF A
 GL1077'CONCRETE POST WHICH PROJECTS 0.7 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0269 ***********************************************************************
 FN0269  DESIGNATION -  L 293
 FN0269  PID         -  FN0269
 FN0269  STATE/COUNTY-  NM/SAN MIGUEL
 FN0269  USGS QUAD   -  SAN JOSE (1989)
 FN0269
 FN0269                         *CURRENT SURVEY CONTROL
 FN0269  ___________________________________________________________________
 FN0269* NAD 83(1986)-  35 29 13.     (N)    105 28 23.     (W)     SCALED    
 FN0269* NAVD 88     -      2155.285  (meters)    7071.13   (feet)  ADJUSTED  
 FN0269  ___________________________________________________________________
 FN0269  GEOID HEIGHT-         -18.56  (meters)                     GEOID03
 FN0269  DYNAMIC HT  -        2152.286 (meters)    7061.29  (feet)  COMP
 FN0269  MODELED GRAV-     979,164.0   (mgal)                       NAVD 88
 FN0269
 FN0269  VERT ORDER  -  SECOND    CLASS 0
 FN0269
 FN0269.The horizontal coordinates were scaled from a topographic map and have
 FN0269.an estimated accuracy of +/- 6 seconds.
 FN0269
 FN0269.The orthometric height was determined by differential leveling
 FN0269.and adjusted by the National Geodetic Survey in June 1991..
 FN0269
 FN0269.The geoid height was determined by GEOID03.
 FN0269
 FN0269.The dynamic height is computed by dividing the NAVD 88
 FN0269.geopotential number by the normal gravity value computed on the
 FN0269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FN0269.degrees latitude (g = 980.6199 gals.).
 FN0269
 FN0269.The modeled gravity was interpolated from observed gravity values.
 FN0269
 FN0269;                    North         East    Units  Estimated Accuracy
 FN0269;SPC NM E     -   498,200.       61,580.      MT  (+/- 180 meters Scaled)
 FN0269
 FN0269                          SUPERSEDED SURVEY CONTROL
 FN0269
 FN0269  NGVD 29 (??/??/92) 2154.334  (m)         7068.01   (f) ADJ UNCH    2 0
 FN0269
 FN0269.Superseded values are not recommended for survey control.
 FN0269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0269.See file dsdata.txt to determine how the superseded data were derived.
 FN0269
 FN0269_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV570271(NAD 83)
 FN0269_MARKER: DB = BENCH MARK DISK
 FN0269_SETTING: 66 = SET IN ROCK OUTCROP
 FN0269_SP_SET: SET IN ROCK OUTCROP
 FN0269_STAMPING: L 293 1957
 FN0269_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FN0269+STABILITY: POSITION/ELEVATION WELL
 FN0269
 FN0269  HISTORY     - Date     Condition        Report By
 FN0269  HISTORY     - 1957     MONUMENTED       CGS
 FN0269  HISTORY     - 19860401 MARK NOT FOUND   USGS
 FN0269
 FN0269                          STATION DESCRIPTION
 FN0269
 FN0269'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FN0269'7.8 MI NE FROM SANDS.
 FN0269'0.1 MILE NORTHEAST ACROSS A PASTURE FROM THE ATCHISON, TOPEKA AND
 FN0269'SANTA FE RAILROAD STATION SIGN AT SANDS, THENCE 0.45 MILE EAST ALONG
 FN0269'U.S. HIGHWAYS 84 AND 85, THENCE 3.05 MILES NORTHEAST ALONG A WINDING
 FN0269'DIRT ROAD, THENCE 0.75 MILE NORTH ALONG THE LEFT FORK OF THE ROAD,
 FN0269'THENCE 3.45 MILES NORTHEAST ALONG A DIM MOUNTAIN ROAD, ON THE OUTSIDE
 FN0269'OF A SHARP CURVE IN THE ROAD, 46 FEET SOUTH OF THE CENTER LINE OF THE
 FN0269'ROAD, 9.4 FEET SOUTH OF A 7 INCH TRIANGULAR BLAZED FIR TREE, 5 FEET
 FN0269'BELOW THE LEVEL OF THE ROAD, 3 FEET ABOVE THE GROUND, SET IN THE TOP
 FN0269'OF A LARGE ROCK OUTCROP, IN SECTION 29, TOWNSHIP 15 NORTH, RANGE 14
 FN0269'EAST.
 FN0269
 FN0269                          STATION RECOVERY (1986)
 FN0269
 FN0269'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986 (DRG)
 FN0269'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1549 ***********************************************************************
 GL1549  DESIGNATION -  L 293 RESET
 GL1549  PID         -  GL1549
 GL1549  STATE/COUNTY-  NM/UNION
 GL1549  USGS QUAD   -  LITTLE GRANDE (1972)
 GL1549
 GL1549                         *CURRENT SURVEY CONTROL
 GL1549  ___________________________________________________________________
 GL1549* NAD 83(1986)-  36 41 10.     (N)    103 47 14.     (W)     SCALED    
 GL1549* NAVD 88     -      1952.54   (+/-2cm)    6406.0    (feet)  VERTCON   
 GL1549  ___________________________________________________________________
 GL1549  GEOID HEIGHT-         -19.37  (meters)                     GEOID03
 GL1549
 GL1549  VERT ORDER  -  THIRD (See Below)
 GL1549
 GL1549.The horizontal coordinates were scaled from a topographic map and have
 GL1549.an estimated accuracy of +/- 6 seconds.
 GL1549
 GL1549.The NAVD 88 height was computed by applying the VERTCON shift value to
 GL1549.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GL1549.The vertical order pertains to the NGVD 29 superseded value.
 GL1549
 GL1549.The geoid height was determined by GEOID03.
 GL1549
 GL1549;                    North         East    Units  Estimated Accuracy
 GL1549;SPC NM E     -   630,790.      213,810.      MT  (+/- 180 meters Scaled)
 GL1549
 GL1549                          SUPERSEDED SURVEY CONTROL
 GL1549
 GL1549  NGVD 29 (06/15/00) 1951.59   (m)         6402.8    (f) RESET       3  
 GL1549
 GL1549.Superseded values are not recommended for survey control.
 GL1549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1549.See file dsdata.txt to determine how the superseded data were derived.
 GL1549
 GL1549_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA083607(NAD 83)
 GL1549_MARKER: DV = VERTICAL CONTROL DISK
 GL1549_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL1549_SP_SET: CONCRETE POST
 GL1549_STAMPING: L 293 RESET 1977
 GL1549_MARK LOGO: NGS   
 GL1549_MAGNETIC: N = NO MAGNETIC MATERIAL
 GL1549_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL1549+STABILITY: SURFACE MOTION
 GL1549_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GL1549+SATELLITE: SATELLITE OBSERVATIONS - August 10, 2005
 GL1549
 GL1549  HISTORY     - Date     Condition        Report By
 GL1549  HISTORY     - 1977     MONUMENTED       NMHD
 GL1549  HISTORY     - 20040806 GOOD             USPSQD
 GL1549  HISTORY     - 20050810 GOOD             USPSQD
 GL1549
 GL1549                          STATION DESCRIPTION
 GL1549
 GL1549'DESCRIBED BY NM HIGHWAY DEPT 1977
 GL1549'6.1 MILES SOUTHEAST ALONG HIGHWAY 87 FROM THE POST OFFICE IN DES
 GL1549'MOINES, 0.1 MILE SOUTHEAST OF CONCRETE CULVERT UNDER HIGHWAY, 75 FEET
 GL1549'RIGHT OF CENTERLINE OF HIGHWAY AT STATION 302+87.
 GL1549
 GL1549                          STATION RECOVERY (2004)
 GL1549
 GL1549'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 GL1549'RECOVERED IN GOOD CONDITION.
 GL1549
 GL1549                          STATION RECOVERY (2005)
 GL1549
 GL1549'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 GL1549'FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0361 ***********************************************************************
 GM0361  DESIGNATION -  L 294
 GM0361  PID         -  GM0361
 GM0361  STATE/COUNTY-  NM/MORA
 GM0361  USGS QUAD   -  GUADALUPITA (1994)
 GM0361
 GM0361                         *CURRENT SURVEY CONTROL
 GM0361  ___________________________________________________________________
 GM0361* NAD 83(1986)-  36 09 22.     (N)    105 14 07.     (W)     SCALED    
 GM0361* NAVD 88     -      2329.706  (meters)    7643.38   (feet)  ADJUSTED  
 GM0361  ___________________________________________________________________
 GM0361  GEOID HEIGHT-         -17.49  (meters)                     GEOID03
 GM0361  DYNAMIC HT  -        2326.350 (meters)    7632.37  (feet)  COMP
 GM0361  MODELED GRAV-     979,108.5   (mgal)                       NAVD 88
 GM0361
 GM0361  VERT ORDER  -  SECOND    CLASS 0
 GM0361
 GM0361.The horizontal coordinates were scaled from a topographic map and have
 GM0361.an estimated accuracy of +/- 6 seconds.
 GM0361
 GM0361.The orthometric height was determined by differential leveling
 GM0361.and adjusted by the National Geodetic Survey in June 1991..
 GM0361
 GM0361.The geoid height was determined by GEOID03.
 GM0361
 GM0361.The dynamic height is computed by dividing the NAVD 88
 GM0361.geopotential number by the normal gravity value computed on the
 GM0361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GM0361.degrees latitude (g = 980.6199 gals.).
 GM0361
 GM0361.The modeled gravity was interpolated from observed gravity values.
 GM0361
 GM0361;                    North         East    Units  Estimated Accuracy
 GM0361;SPC NM E     -   572,220.       83,840.      MT  (+/- 180 meters Scaled)
 GM0361
 GM0361                          SUPERSEDED SURVEY CONTROL
 GM0361
 GM0361  NGVD 29 (??/??/92) 2328.479  (m)         7639.35   (f) ADJ UNCH    2 0
 GM0361
 GM0361.Superseded values are not recommended for survey control.
 GM0361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0361.See file dsdata.txt to determine how the superseded data were derived.
 GM0361
 GM0361_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDA788012(NAD 83)
 GM0361_MARKER: DB = BENCH MARK DISK
 GM0361_SETTING: 66 = SET IN ROCK OUTCROP
 GM0361_SP_SET: GRANITE OUTCROP
 GM0361_STAMPING: L 294 1957
 GM0361_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GM0361+STABILITY: POSITION/ELEVATION WELL
 GM0361
 GM0361  HISTORY     - Date     Condition        Report By
 GM0361  HISTORY     - 1957     MONUMENTED       CGS
 GM0361
 GM0361                          STATION DESCRIPTION
 GM0361
 GM0361'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GM0361'14.55 MI NE FROM MORA.
 GM0361'ABOUT 14.55 MILES NORTHEAST ALONG STATE HIGHWAY 38 FROM THE JUNCTION
 GM0361'OF STATE HIGHWAY 3 AT MORA, 117 FEET WEST OF THE CENTER LINE OF THE
 GM0361'HIGHWAY, ON THE INSIDE AND NEAR THE SOUTH END OF A CURVE DESCENDING
 GM0361'SOUTH WITH TANGENTS SOUTH AND NORTH-NORTHWEST, 1.0 MILE NORTH OF THE
 GM0361'SCHOOLHOUSE AT GUADALUPITA, 66 FEET SOUTHWEST OF THE CENTER LINE OF A
 GM0361'DRAW, 26 FEET NORTHWEST OF AN 8-INCH PINE TREE, ABOUT 12 FEET ABOVE
 GM0361'THE LEVEL OF THE HIGHWAY AND IN THE TOP OF A 2-FOOT BY 2-FOOT GRANITE
 GM0361'OUTCROP WHICH PROJECTS 7 INCHES ON THE EAST SIDE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0253 ***********************************************************************
 GM0253  DESIGNATION -  L 295
 GM0253  PID         -  GM0253
 GM0253  STATE/COUNTY-  NM/COLFAX
 GM0253  USGS QUAD   -  PALO FLECHADO PASS (1995)
 GM0253
 GM0253                         *CURRENT SURVEY CONTROL
 GM0253  ___________________________________________________________________
 GM0253* NAD 83(1986)-  36 29 42.     (N)    105 16 25.     (W)     SCALED    
 GM0253* NAVD 88     -      2510.779  (meters)    8237.45   (feet)  ADJUSTED  
 GM0253  ___________________________________________________________________
 GM0253  GEOID HEIGHT-         -16.71  (meters)                     GEOID03
 GM0253  DYNAMIC HT  -        2507.197 (meters)    8225.70  (feet)  COMP
 GM0253  MODELED GRAV-     979,114.5   (mgal)                       NAVD 88
 GM0253
 GM0253  VERT ORDER  -  FIRST     CLASS II
 GM0253
 GM0253.The horizontal coordinates were scaled from a topographic map and have
 GM0253.an estimated accuracy of +/- 6 seconds.
 GM0253
 GM0253.The orthometric height was determined by differential leveling
 GM0253.and adjusted by the National Geodetic Survey in June 1991..
 GM0253
 GM0253.The geoid height was determined by GEOID03.
 GM0253
 GM0253.The dynamic height is computed by dividing the NAVD 88
 GM0253.geopotential number by the normal gravity value computed on the
 GM0253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GM0253.degrees latitude (g = 980.6199 gals.).
 GM0253
 GM0253.The modeled gravity was interpolated from observed gravity values.
 GM0253
 GM0253;                    North         East    Units  Estimated Accuracy
 GM0253;SPC NM E     -   609,850.       80,760.      MT  (+/- 180 meters Scaled)
 GM0253
 GM0253                          SUPERSEDED SURVEY CONTROL
 GM0253
 GM0253  NGVD 29 (??/??/92) 2509.537  (m)         8233.37   (f) ADJ UNCH    1 2
 GM0253
 GM0253.Superseded values are not recommended for survey control.
 GM0253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0253.See file dsdata.txt to determine how the superseded data were derived.
 GM0253
 GM0253_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDA754388(NAD 83)
 GM0253_MARKER: DB = BENCH MARK DISK
 GM0253_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 GM0253_SP_SET: METAL PIPE DRIVEN INTO GROUND
 GM0253_STAMPING: L 295 1957
 GM0253_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GM0253
 GM0253  HISTORY     - Date     Condition        Report By
 GM0253  HISTORY     - 1957     MONUMENTED       CGS
 GM0253
 GM0253                          STATION DESCRIPTION
 GM0253
 GM0253'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GM0253'4.65 MI S FROM EAGLE NEST.
 GM0253'ABOUT 4.65 MILES SOUTH ALONG U.S. HIGHWAY 64 FROM THE JUNCTION OF
 GM0253'STATE HIGHWAY 38 AT EAGLE NEST, 0.2 MILE NORTH AND ACROSS THE HIGHWAY
 GM0253'FROM A SAW MILL, 97 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 GM0253'ABOUT 50 YARDS SOUTHEAST OF THE TOP OF A LOW RIDGE, 31 FEET SOUTHWEST
 GM0253'OF A BRACED TELEPHONE POLE, 2 FEET SOUTHWEST OF THE FENCE LINE, 2 FEET
 GM0253'NORTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT 7 FEET ABOVE THE LEVEL
 GM0253'OF THE HIGHWAY, A DISK BRAZED ON THE TOP OF A 2 1/2-INCH IRON PIPE
 GM0253'WHICH PROJECTS 10 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0794 ***********************************************************************
 FM0794  DESIGNATION -  L 296
 FM0794  PID         -  FM0794
 FM0794  STATE/COUNTY-  NM/HARDING
 FM0794  USGS QUAD   -  FUENTES RANCH (1969)
 FM0794
 FM0794                         *CURRENT SURVEY CONTROL
 FM0794  ___________________________________________________________________
 FM0794* NAD 83(1986)-  35 31 04.     (N)    103 31 38.     (W)     SCALED    
 FM0794* NAVD 88     -      1213.690  (meters)    3981.91   (feet)  ADJUSTED  
 FM0794  ___________________________________________________________________
 FM0794  GEOID HEIGHT-         -22.65  (meters)                     GEOID03
 FM0794  DYNAMIC HT  -        1212.221 (meters)    3977.10  (feet)  COMP
 FM0794  MODELED GRAV-     979,381.4   (mgal)                       NAVD 88
 FM0794
 FM0794  VERT ORDER  -  SECOND    CLASS 0
 FM0794
 FM0794.The horizontal coordinates were scaled from a topographic map and have
 FM0794.an estimated accuracy of +/- 6 seconds.
 FM0794
 FM0794.The orthometric height was determined by differential leveling
 FM0794.and adjusted by the National Geodetic Survey in June 1991..
 FM0794
 FM0794.The geoid height was determined by GEOID03.
 FM0794
 FM0794.The dynamic height is computed by dividing the NAVD 88
 FM0794.geopotential number by the normal gravity value computed on the
 FM0794.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0794.degrees latitude (g = 980.6199 gals.).
 FM0794
 FM0794.The modeled gravity was interpolated from observed gravity values.
 FM0794
 FM0794;                    North         East    Units  Estimated Accuracy
 FM0794;SPC NM E     -   501,320.      238,120.      MT  (+/- 180 meters Scaled)
 FM0794
 FM0794                          SUPERSEDED SURVEY CONTROL
 FM0794
 FM0794  NGVD 29 (??/??/92) 1213.091  (m)         3979.95   (f) ADJ UNCH    2 0
 FM0794
 FM0794.Superseded values are not recommended for survey control.
 FM0794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0794.See file dsdata.txt to determine how the superseded data were derived.
 FM0794
 FM0794_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFV335314(NAD 83)
 FM0794_MARKER: DB = BENCH MARK DISK
 FM0794_SETTING: 30 = SET IN A LIGHT STRUCTURE
 FM0794_SP_SET: CULVERT
 FM0794_STAMPING: L 296 1957
 FM0794_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FM0794
 FM0794  HISTORY     - Date     Condition        Report By
 FM0794  HISTORY     - 1957     MONUMENTED       CGS
 FM0794
 FM0794                          STATION DESCRIPTION
 FM0794
 FM0794'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FM0794'12.25 MI NW FROM LOGAN.
 FM0794'ABOUT 12.25 MILES NORTHWEST ALONG STATE HIGHWAY 39 FROM THE JUNCTION
 FM0794'OF U.S. HIGHWAY 54 AT LOGAN, IN SECTION 22, T. 15 N., R. 32 E., 34
 FM0794'FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, IN THE TOP OF THE
 FM0794'WEST CORNER OF THE FLOOR OF A LARGE TWIN CHANNEL CONCRETE CULVERT, 0.6
 FM0794'FOOT NORTHEAST OF THE NORTHEAST FACE OF THE SOUTHWEST HEADWALL, 1.2
 FM0794'FEET SOUTHEAST OF THE NORTHWEST EDGE OF THE FLOOR, 1 FOOT BELOW THE
 FM0794'TOP OF THE HEADWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0769 ***********************************************************************
 FM0769  DESIGNATION -  L 297
 FM0769  PID         -  FM0769
 FM0769  STATE/COUNTY-  NM/HARDING
 FM0769  USGS QUAD   -  BUFFALO SPRINGS (1969)
 FM0769
 FM0769                         *CURRENT SURVEY CONTROL
 FM0769  ___________________________________________________________________
 FM0769* NAD 83(1986)-  35 44 54.     (N)    103 44 59.     (W)     SCALED    
 FM0769* NAVD 88     -      1319.184  (meters)    4328.02   (feet)  ADJUSTED  
 FM0769  ___________________________________________________________________
 FM0769  GEOID HEIGHT-         -21.45  (meters)                     GEOID03
 FM0769  DYNAMIC HT  -        1317.603 (meters)    4322.84  (feet)  COMP
 FM0769  MODELED GRAV-     979,388.6   (mgal)                       NAVD 88
 FM0769
 FM0769  VERT ORDER  -  SECOND    CLASS 0
 FM0769
 FM0769.The horizontal coordinates were scaled from a topographic map and have
 FM0769.an estimated accuracy of +/- 6 seconds.
 FM0769
 FM0769.The orthometric height was determined by differential leveling
 FM0769.and adjusted by the National Geodetic Survey in June 1991..
 FM0769
 FM0769.The geoid height was determined by GEOID03.
 FM0769
 FM0769.The dynamic height is computed by dividing the NAVD 88
 FM0769.geopotential number by the normal gravity value computed on the
 FM0769.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0769.degrees latitude (g = 980.6199 gals.).
 FM0769
 FM0769.The modeled gravity was interpolated from observed gravity values.
 FM0769
 FM0769;                    North         East    Units  Estimated Accuracy
 FM0769;SPC NM E     -   526,750.      217,780.      MT  (+/- 180 meters Scaled)
 FM0769
 FM0769                          SUPERSEDED SURVEY CONTROL
 FM0769
 FM0769  NGVD 29 (??/??/92) 1318.550  (m)         4325.94   (f) ADJ UNCH    2 0
 FM0769
 FM0769.Superseded values are not recommended for survey control.
 FM0769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0769.See file dsdata.txt to determine how the superseded data were derived.
 FM0769
 FM0769_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFV130567(NAD 83)
 FM0769_MARKER: DB = BENCH MARK DISK
 FM0769_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0769_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0769_STAMPING: L 297 1957
 FM0769_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0769+STABILITY: SURFACE MOTION
 FM0769
 FM0769  HISTORY     - Date     Condition        Report By
 FM0769  HISTORY     - 1957     MONUMENTED       CGS
 FM0769
 FM0769                          STATION DESCRIPTION
 FM0769
 FM0769'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FM0769'14.6 MI E FROM MOSQUERO.
 FM0769'ABOUT 14.6 MILES EAST ALONG STATE HIGHWAY 39 FROM THE CITY WATER TANK
 FM0769'AT MOSQUERO, IN SECTION 33 OR 34, T. 18,N., R. 30 E., 69 FEET EAST OF
 FM0769'THE CENTER LINE OF THE HIGHWAY, 0.1 MILE SOUTH OF AN EAST-WEST FENCE
 FM0769'LINE, ON THE OUTSIDE OF A CURVE WITH TANGENTS SOUTH AND
 FM0769'NORTH-NORTHWEST, 2 1/2 FEET WEST OF A FENCE LINE, 2 1/2 FEET NORTH OF
 FM0769'A WHITE WOODEN WITNESS POST, 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY AND
 FM0769'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0412 ***********************************************************************
 FO0412  DESIGNATION -  L 298
 FO0412  PID         -  FO0412
 FO0412  STATE/COUNTY-  NM/SANDOVAL
 FO0412  USGS QUAD   -  BERNALILLO NW (1990)
 FO0412
 FO0412                         *CURRENT SURVEY CONTROL
 FO0412  ___________________________________________________________________
 FO0412* NAD 83(1986)-  35 29 20.     (N)    106 42 49.     (W)     SCALED    
 FO0412* NAVD 88     -      1638.699  (meters)    5376.30   (feet)  ADJUSTED  
 FO0412  ___________________________________________________________________
 FO0412  GEOID HEIGHT-         -20.68  (meters)                     GEOID03
 FO0412  DYNAMIC HT  -        1636.492 (meters)    5369.06  (feet)  COMP
 FO0412  MODELED GRAV-     979,229.6   (mgal)                       NAVD 88
 FO0412
 FO0412  VERT ORDER  -  SECOND    CLASS 0
 FO0412
 FO0412.The horizontal coordinates were scaled from a topographic map and have
 FO0412.an estimated accuracy of +/- 6 seconds.
 FO0412
 FO0412.The orthometric height was determined by differential leveling
 FO0412.and adjusted by the National Geodetic Survey in June 1991..
 FO0412
 FO0412.The geoid height was determined by GEOID03.
 FO0412
 FO0412.The dynamic height is computed by dividing the NAVD 88
 FO0412.geopotential number by the normal gravity value computed on the
 FO0412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0412.degrees latitude (g = 980.6199 gals.).
 FO0412
 FO0412.The modeled gravity was interpolated from observed gravity values.
 FO0412
 FO0412;                    North         East    Units  Estimated Accuracy
 FO0412;SPC NM C     -   497,910.      457,940.      MT  (+/- 180 meters Scaled)
 FO0412
 FO0412                          SUPERSEDED SURVEY CONTROL
 FO0412
 FO0412  NGVD 29 (??/??/92) 1637.798  (m)         5373.34   (f) ADJ UNCH    2 0
 FO0412
 FO0412.Superseded values are not recommended for survey control.
 FO0412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0412.See file dsdata.txt to determine how the superseded data were derived.
 FO0412
 FO0412_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV445286(NAD 83)
 FO0412_MARKER: DB = BENCH MARK DISK
 FO0412_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FO0412_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FO0412_STAMPING: L 298 1957
 FO0412_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO0412+STABILITY: SURFACE MOTION
 FO0412
 FO0412  HISTORY     - Date     Condition        Report By
 FO0412  HISTORY     - 1957     MONUMENTED       CGS
 FO0412  HISTORY     - 1970     GOOD             NGS
 FO0412  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 FO0412
 FO0412                          STATION DESCRIPTION
 FO0412
 FO0412'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FO0412'6.8 MI SE FROM SAN YSIDRO.
 FO0412'ABOUT 6.8 MILES SOUTHEAST ALONG STATE HIGHWAY 44 FROM THE TRIANGLE
 FO0412'TAVERN AT SAN YSIDRO, IN T. 15 N., R. 2 E., AND NEAR THE SOUTHWEST
 FO0412'CORNER OF THE NORTHEAST QUARTER OF S. 34, 305 FEET SOUTHEAST OF THE
 FO0412'SOUTH-SOUTHWEST OF THE EASTERLY MOST ONE OF (2) 36 INCH STEEL TUBE
 FO0412'CULVERTS, 97 FEET SOUTH-SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 FO0412'144 FEET WEST-NORTHWEST OF A FENCE CORNER POST, 110 FEET NORTH OF A
 FO0412'TELEPHONE POLE, 2 1/2 FEET NORTH OF A HIGHWAY RIGHT OF WAY MARKER
 FO0412'NUMBER 875 + 97.92, 2 FEET EAST OF A WHITE WOODEN WITNESS POST, 3 FEET
 FO0412'BELOW THE LEVEL OF THE HIGHWAY, SET IN THE TOP OF A CONCRETE POST
 FO0412'WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND. NOTE-- MARK TO BE DESTROYED
 FO0412'WHEN HIGHWAY RIGHT-OF-WAY IS WIDENED.
 FO0412
 FO0412                          STATION RECOVERY (1970)
 FO0412
 FO0412'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 FO0412'RECOVERED IN GOOD CONDITION.
 FO0412
 FO0412                          STATION RECOVERY (1989)
 FO0412
 FO0412'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 FO0412'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0413 ***********************************************************************
 FO0413  DESIGNATION -  L 298 RESET
 FO0413  PID         -  FO0413
 FO0413  STATE/COUNTY-  NM/SANDOVAL
 FO0413  USGS QUAD   -  BERNALILLO NW (1990)
 FO0413
 FO0413                         *CURRENT SURVEY CONTROL
 FO0413  ___________________________________________________________________
 FO0413* NAD 83(1986)-  35 29 20.     (N)    106 42 49.     (W)     SCALED    
 FO0413* NAVD 88     -      1638.65   (+/-2cm)    5376.1    (feet)  VERTCON   
 FO0413  ___________________________________________________________________
 FO0413  GEOID HEIGHT-         -20.68  (meters)                     GEOID03
 FO0413
 FO0413  VERT ORDER  -  THIRD (See Below)
 FO0413
 FO0413.The horizontal coordinates were scaled from a topographic map and have
 FO0413.an estimated accuracy of +/- 6 seconds.
 FO0413
 FO0413.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO0413.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO0413.The vertical order pertains to the NGVD 29 superseded value.
 FO0413
 FO0413.The geoid height was determined by GEOID03.
 FO0413
 FO0413;                    North         East    Units  Estimated Accuracy
 FO0413;SPC NM C     -   497,910.      457,940.      MT  (+/- 180 meters Scaled)
 FO0413
 FO0413                          SUPERSEDED SURVEY CONTROL
 FO0413
 FO0413  NGVD 29 (??/??/??) 1637.75   (m)         5373.2    (f) RESET       3  
 FO0413
 FO0413.Superseded values are not recommended for survey control.
 FO0413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0413.See file dsdata.txt to determine how the superseded data were derived.
 FO0413
 FO0413_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV445286(NAD 83)
 FO0413_MARKER: DB = BENCH MARK DISK
 FO0413_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FO0413_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FO0413_STAMPING: L 298 RESET 1970
 FO0413_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO0413+STABILITY: SURFACE MOTION
 FO0413
 FO0413  HISTORY     - Date     Condition        Report By
 FO0413  HISTORY     - 1970     MONUMENTED       NGS
 FO0413
 FO0413                          STATION DESCRIPTION
 FO0413
 FO0413'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 FO0413'7.05 MI SE FROM SAN YSIDRO.
 FO0413'ABOUT 7.05 MILES SOUTHEAST ALONG STATE HIGHWAY 44 FROM THE TRIANGLE
 FO0413'TAVERN AT SAN YSIDRO TO SITE OF BENCH MARK, 110 FEET NORTH OF THE
 FO0413'HIGHWAY CENTER LINE, 4 FEET EAST OF POWER LINE POLE, 44 FEET NORTH OF
 FO0413'THE RIGHT-OF-WAY FENCE, AND 1.5 FEET WEST OF A WITNESS POST WITH SIGN.
 FO0413'A C AND GS BENCH MARK DISK SET IN A 12 X 12 IN. CONCRETE POST WHICH
 FO0413'PROJECTS 8 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0460 ***********************************************************************
 FO0460  DESIGNATION -  L 299
 FO0460  PID         -  FO0460
 FO0460  STATE/COUNTY-  NM/SANDOVAL
 FO0460  USGS QUAD   -  LA VENTANA (1970)
 FO0460
 FO0460                         *CURRENT SURVEY CONTROL
 FO0460  ___________________________________________________________________
 FO0460* NAD 83(1986)-  35 45 10.     (N)    106 56 14.     (W)     SCALED    
 FO0460* NAVD 88     -      2007.081  (meters)    6584.90   (feet)  ADJUSTED  
 FO0460  ___________________________________________________________________
 FO0460  GEOID HEIGHT-         -19.82  (meters)                     GEOID03
 FO0460  DYNAMIC HT  -        2004.286 (meters)    6575.73  (feet)  COMP
 FO0460  MODELED GRAV-     979,169.2   (mgal)                       NAVD 88
 FO0460
 FO0460  VERT ORDER  -  SECOND    CLASS 0
 FO0460
 FO0460.The horizontal coordinates were scaled from a topographic map and have
 FO0460.an estimated accuracy of +/- 6 seconds.
 FO0460
 FO0460.The orthometric height was determined by differential leveling
 FO0460.and adjusted by the National Geodetic Survey in June 1991..
 FO0460
 FO0460.The geoid height was determined by GEOID03.
 FO0460
 FO0460.The dynamic height is computed by dividing the NAVD 88
 FO0460.geopotential number by the normal gravity value computed on the
 FO0460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0460.degrees latitude (g = 980.6199 gals.).
 FO0460
 FO0460.The modeled gravity was interpolated from observed gravity values.
 FO0460
 FO0460;                    North         East    Units  Estimated Accuracy
 FO0460;SPC NM C     -   527,300.      437,850.      MT  (+/- 180 meters Scaled)
 FO0460
 FO0460                          SUPERSEDED SURVEY CONTROL
 FO0460
 FO0460  NGVD 29 (??/??/92) 2006.040  (m)         6581.48   (f) ADJ UNCH    2 0
 FO0460
 FO0460.Superseded values are not recommended for survey control.
 FO0460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0460.See file dsdata.txt to determine how the superseded data were derived.
 FO0460
 FO0460_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV248582(NAD 83)
 FO0460_MARKER: DB = BENCH MARK DISK
 FO0460_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FO0460_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FO0460_STAMPING: L 299 1957
 FO0460_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO0460+STABILITY: SURFACE MOTION
 FO0460
 FO0460  HISTORY     - Date     Condition        Report By
 FO0460  HISTORY     - 1957     MONUMENTED       CGS
 FO0460  HISTORY     - 1958     GOOD             NGS
 FO0460  HISTORY     - 1989     GOOD             USPSQD
 FO0460
 FO0460                          STATION DESCRIPTION
 FO0460
 FO0460'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 FO0460'20.0 MI S FROM CUBA.
 FO0460'ABOUT 20.0 MILES SOUTH ALONG STATE HIGHWAY 44 FROM THE BRIDGE OVER THE
 FO0460'RIO PUERCO AT CUBA, ALSO 21.1 MILES NORTHWEST ALONG STATE HIGHWAY 44
 FO0460'FROM THE TRIANGLE TAVERN AT SAN YSIDRO, NEAR THE CENTER OF A DRAW, 98
 FO0460'FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 2 FEET WEST OF A FENCE
 FO0460'LINE, 2 FEET NORTH OF A WHITE WOODEN WITNESS POST, 6 FEET ABOVE THE
 FO0460'LEVEL OF THE HIGHWAY, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 FO0460'0.4 FOOT ABOVE THE GROUND.
 FO0460
 FO0460                          STATION RECOVERY (1958)
 FO0460
 FO0460'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 FO0460'RECOVERED IN GOOD CONDITION.
 FO0460
 FO0460                          STATION RECOVERY (1989)
 FO0460
 FO0460'RECOVERY NOTE BY US POWER SQUADRON 1989 (TWS)
 FO0460'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0457 ***********************************************************************
 EO0457  DESIGNATION -  L 3
 EO0457  PID         -  EO0457
 EO0457  STATE/COUNTY-  NM/ROOSEVELT
 EO0457  USGS QUAD   -  TOLAR (1987)
 EO0457
 EO0457                         *CURRENT SURVEY CONTROL
 EO0457  ___________________________________________________________________
 EO0457* NAD 83(1986)-  34 26 58.     (N)    103 56 00.     (W)     SCALED    
 EO0457* NAVD 88     -      1282.813  (meters)    4208.70   (feet)  ADJUSTED  
 EO0457  ___________________________________________________________________
 EO0457  GEOID HEIGHT-         -23.46  (meters)                     GEOID03
 EO0457  DYNAMIC HT  -        1281.122 (meters)    4203.15  (feet)  COMP
 EO0457  MODELED GRAV-     979,273.0   (mgal)                       NAVD 88
 EO0457
 EO0457  VERT ORDER  -  FIRST     CLASS II
 EO0457
 EO0457.The horizontal coordinates were scaled from a topographic map and have
 EO0457.an estimated accuracy of +/- 6 seconds.
 EO0457
 EO0457.The orthometric height was determined by differential leveling
 EO0457.and adjusted by the National Geodetic Survey in June 1991..
 EO0457
 EO0457.The geoid height was determined by GEOID03.
 EO0457
 EO0457.The dynamic height is computed by dividing the NAVD 88
 EO0457.geopotential number by the normal gravity value computed on the
 EO0457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0457.degrees latitude (g = 980.6199 gals.).
 EO0457
 EO0457.The modeled gravity was interpolated from observed gravity values.
 EO0457
 EO0457;                    North         East    Units  Estimated Accuracy
 EO0457;SPC NM E     -   382,580.      201,760.      MT  (+/- 180 meters Scaled)
 EO0457
 EO0457                          SUPERSEDED SURVEY CONTROL
 EO0457
 EO0457  NGVD 29 (??/??/92) 1282.218  (m)         4206.74   (f) ADJ UNCH    1 2
 EO0457
 EO0457.Superseded values are not recommended for survey control.
 EO0457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0457.See file dsdata.txt to determine how the superseded data were derived.
 EO0457
 EO0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEU979125(NAD 83)
 EO0457_MARKER: P = PIPE CAP
 EO0457_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EO0457_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EO0457_STAMPING: L 3 1911 4206.671
 EO0457_MARK LOGO: CGS   
 EO0457_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EO0457
 EO0457  HISTORY     - Date     Condition        Report By
 EO0457  HISTORY     - 1911     MONUMENTED       CGS
 EO0457  HISTORY     - 1958     GOOD             NGS
 EO0457  HISTORY     - 1982     GOOD             NGS
 EO0457
 EO0457                          STATION DESCRIPTION
 EO0457
 EO0457'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 EO0457'18.25 MI E FROM FORT SUMNER.
 EO0457'ABOUT 18.25 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 EO0457'FROM THE STATION AT FORT SUMNER, AT TOLAR SIDING, 34 FEET SOUTHWEST OF
 EO0457'THE 17TH POLE EAST OF MILEPOST 699, 131 FEET SOUTH OF THE TOLAR SIDING
 EO0457'SIGN, 101 FEET SOUTH OF THE NEAR RAIL OF THE MAIN TRACK, 1 FOOT NORTH
 EO0457'OF THE RIGHT OF WAY FENCE, 2 FEET EAST OF A CONCRETE WITNESS POST,
 EO0457'ABOUT 4 FEET BELOW THE LEVEL OF THE TRACK, AND ON THE TOP OF A 3-INCH
 EO0457'IRON PIPE PROJECTING 7 INCHES.  NOTE-- L 3 1911 WAS STAMPED ON THE
 EO0457'MARK BY THIS PARTY.
 EO0457
 EO0457                          STATION RECOVERY (1982)
 EO0457
 EO0457'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 EO0457'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  0.6 KM (0.35
 EO0457'MI) NORTH ALONG U.S. HIGHWAY 84 FROM ITS JUNCTION WITH U.S. HIGHWAY
 EO0457'60 IN FORT SUMNER, THENCE 29.6 KM (18.4 MI) EASTERLY ALONG THE SANTA
 EO0457'FE RAILROAD, 0.8 KM (0.05 MI) EAST OF MILEPOST 699, 0.2 KM (0.1 MI)
 EO0457'WEST OF A GRAVELED ROAD CROSSING, 39.9 METERS (130.9 FT) SOUTH OF THE
 EO0457'TOLAR SIDING SIGN, 18.1 METERS (59.4 FT) SOUTH OF THE NEAR RAIL, 10.5
 EO0457'METERS (34.4 FT) SOUTHWEST OF A UTILITY POLE, 0.6 METER (2.0 FT) EAST
 EO0457'OF A CONCRETE WITNESS POST, 0.3 METER (1.0 FT) NORTH OF A FENCE, AND
 EO0457'SET IN THE TOP OF A PIPE PROJECTING 10 CM ABOVE THE GROUND.
 EO0457'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 EO0457'THE MARK IS 0.9 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0387 ***********************************************************************
 GM0387  DESIGNATION -  L 30
 GM0387  PID         -  GM0387
 GM0387  STATE/COUNTY-  NM/RIO ARRIBA
 GM0387  USGS QUAD   -  VELARDE (1995)
 GM0387
 GM0387                         *CURRENT SURVEY CONTROL
 GM0387  ___________________________________________________________________
 GM0387* NAD 83(1986)-  36 12 25.     (N)    105 57 38.     (W)     SCALED    
 GM0387* NAVD 88     -      1774.344  (meters)    5821.33   (feet)  ADJUSTED  
 GM0387  ___________________________________________________________________
 GM0387  GEOID HEIGHT-         -18.50  (meters)                     GEOID03
 GM0387  DYNAMIC HT  -        1772.001 (meters)    5813.64  (feet)  COMP
 GM0387  MODELED GRAV-     979,249.5   (mgal)                       NAVD 88
 GM0387
 GM0387  VERT ORDER  -  FIRST     CLASS II
 GM0387
 GM0387.The horizontal coordinates were scaled from a topographic map and have
 GM0387.an estimated accuracy of +/- 6 seconds.
 GM0387
 GM0387.The orthometric height was determined by differential leveling
 GM0387.and adjusted by the National Geodetic Survey in June 1991..
 GM0387
 GM0387.The geoid height was determined by GEOID03.
 GM0387
 GM0387.The dynamic height is computed by dividing the NAVD 88
 GM0387.geopotential number by the normal gravity value computed on the
 GM0387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GM0387.degrees latitude (g = 980.6199 gals.).
 GM0387
 GM0387.The modeled gravity was interpolated from observed gravity values.
 GM0387
 GM0387;                    North         East    Units  Estimated Accuracy
 GM0387;SPC NM C     -   577,510.      526,030.      MT  (+/- 180 meters Scaled)
 GM0387
 GM0387                          SUPERSEDED SURVEY CONTROL
 GM0387
 GM0387  NGVD 29 (??/??/92) 1773.327  (m)         5817.99   (f) ADJ UNCH    1 2
 GM0387
 GM0387.Superseded values are not recommended for survey control.
 GM0387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0387.See file dsdata.txt to determine how the superseded data were derived.
 GM0387
 GM0387_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDA136073(NAD 83)
 GM0387_MARKER: DB = BENCH MARK DISK
 GM0387_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GM0387_SP_SET: CONCRETE BASE
 GM0387_STAMPING: L-30 1933
 GM0387_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GM0387
 GM0387  HISTORY     - Date     Condition        Report By
 GM0387  HISTORY     - 1933     MONUMENTED       CGS
 GM0387  HISTORY     - 1953     MARK NOT FOUND   USGS
 GM0387
 GM0387                          STATION DESCRIPTION
 GM0387
 GM0387'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 GM0387'IN EMBUDO.
 GM0387'ALONG THE D AND R G W RR 223 FEET NORTH OF THE DEPOT IN THE CONCRETE
 GM0387'BASE OF WATER TOWER 12.7 FT. EAST OF THE CENTERLINE OF THE MAIN
 GM0387'TRACKS.
 GM0387
 GM0387                          STATION RECOVERY (1953)
 GM0387
 GM0387'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1953
 GM0387'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0278 ***********************************************************************
 GM0278  DESIGNATION -  L 302
 GM0278  PID         -  GM0278
 GM0278  STATE/COUNTY-  NM/COLFAX
 GM0278  USGS QUAD   -  RED RIVER PASS (1995)
 GM0278
 GM0278                         *CURRENT SURVEY CONTROL
 GM0278  ___________________________________________________________________
 GM0278* NAD 83(1986)-  36 40 46.     (N)    105 21 10.     (W)     SCALED    
 GM0278* NAVD 88     -      2874.122  (meters)    9429.52   (feet)  ADJUSTED  
 GM0278  ___________________________________________________________________
 GM0278  GEOID HEIGHT-         -16.47  (meters)                     GEOID03
 GM0278  DYNAMIC HT  -        2869.862 (meters)    9415.54  (feet)  COMP
 GM0278  MODELED GRAV-     979,044.5   (mgal)                       NAVD 88
 GM0278
 GM0278  VERT ORDER  -  SECOND    CLASS 0
 GM0278
 GM0278.The horizontal coordinates were scaled from a topographic map and have
 GM0278.an estimated accuracy of +/- 6 seconds.
 GM0278
 GM0278.The orthometric height was determined by differential leveling
 GM0278.and adjusted by the National Geodetic Survey in June 1991..
 GM0278
 GM0278.The geoid height was determined by GEOID03.
 GM0278
 GM0278.The dynamic height is computed by dividing the NAVD 88
 GM0278.geopotential number by the normal gravity value computed on the
 GM0278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GM0278.degrees latitude (g = 980.6199 gals.).
 GM0278
 GM0278.The modeled gravity was interpolated from observed gravity values.
 GM0278
 GM0278;                    North         East    Units  Estimated Accuracy
 GM0278;SPC NM E     -   630,390.       73,890.      MT  (+/- 180 meters Scaled)
 GM0278
 GM0278                          SUPERSEDED SURVEY CONTROL
 GM0278
 GM0278  NGVD 29 (??/??/92) 2872.695  (m)         9424.83   (f) ADJ UNCH    2 0
 GM0278
 GM0278.Superseded values are not recommended for survey control.
 GM0278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0278.See file dsdata.txt to determine how the superseded data were derived.
 GM0278
 GM0278_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDA684593(NAD 83)
 GM0278_MARKER: DB = BENCH MARK DISK
 GM0278_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GM0278_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GM0278_STAMPING: L 302 1957
 GM0278_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GM0278+STABILITY: SURFACE MOTION
 GM0278
 GM0278  HISTORY     - Date     Condition        Report By
 GM0278  HISTORY     - 1957     MONUMENTED       CGS
 GM0278
 GM0278                          STATION DESCRIPTION
 GM0278
 GM0278'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GM0278'5.5 MI SE FROM RED RIVER.
 GM0278'ABOUT 5.5 MILES SOUTHEAST ALONG STATE HIGHWAY 38 FROM THE SCHOOL AT
 GM0278'RED RIVER, 1.05 MILES EAST OF THE SUMMIT OF RED RIVER PASS, AT THE
 GM0278'SOUTH EDGE OF A SHALLOW DRAW AND CLEARING, 25 FEET NORTHWEST OF THE
 GM0278'CENTER LINE OF THE HIGHWAY, 39 FEET SOUTHEAST OF A 20-INCH FIR, 4 FEET
 GM0278'NORTHWEST OF THE FENCE LINE, 2 FEET EAST OF A WHITE WOODEN WITNESS
 GM0278'POST AND IN THE TOP OF A CONCRETE POST WHICH PROJECTS 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0549 ***********************************************************************
 GM0549  DESIGNATION -  L 303
 GM0549  PID         -  GM0549
 GM0549  STATE/COUNTY-  NM/TAOS
 GM0549  USGS QUAD   -  QUESTA (1995)
 GM0549
 GM0549                         *CURRENT SURVEY CONTROL
 GM0549  ___________________________________________________________________
 GM0549* NAD 83(1986)-  36 41 30.     (N)    105 32 39.     (W)     SCALED    
 GM0549* NAVD 88     -      2325.074  (meters)    7628.18   (feet)  ADJUSTED  
 GM0549  ___________________________________________________________________
 GM0549  GEOID HEIGHT-         -16.90  (meters)                     GEOID03
 GM0549  DYNAMIC HT  -        2321.788 (meters)    7617.40  (feet)  COMP
 GM0549  MODELED GRAV-     979,135.3   (mgal)                       NAVD 88
 GM0549
 GM0549  VERT ORDER  -  SECOND    CLASS 0
 GM0549
 GM0549.The horizontal coordinates were scaled from a topographic map and have
 GM0549.an estimated accuracy of +/- 6 seconds.
 GM0549
 GM0549.The orthometric height was determined by differential leveling
 GM0549.and adjusted by the National Geodetic Survey in June 1991..
 GM0549
 GM0549.The geoid height was determined by GEOID03.
 GM0549
 GM0549.The dynamic height is computed by dividing the NAVD 88
 GM0549.geopotential number by the normal gravity value computed on the
 GM0549.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GM0549.degrees latitude (g = 980.6199 gals.).
 GM0549
 GM0549.The modeled gravity was interpolated from observed gravity values.
 GM0549
 GM0549;                    North         East    Units  Estimated Accuracy
 GM0549;SPC NM C     -   631,490.      563,070.      MT  (+/- 180 meters Scaled)
 GM0549
 GM0549                          SUPERSEDED SURVEY CONTROL
 GM0549
 GM0549  NGVD 29 (??/??/92) 2323.760  (m)         7623.87   (f) ADJ UNCH    2 0
 GM0549
 GM0549.Superseded values are not recommended for survey control.
 GM0549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0549.See file dsdata.txt to determine how the superseded data were derived.
 GM0549
 GM0549_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDA513608(NAD 83)
 GM0549_MARKER: DB = BENCH MARK DISK
 GM0549_SETTING: 66 = SET IN ROCK OUTCROP
 GM0549_SP_SET: ROCK OUTCROP
 GM0549_STAMPING: L 303 1957
 GM0549_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GM0549+STABILITY: POSITION/ELEVATION WELL
 GM0549
 GM0549  HISTORY     - Date     Condition        Report By
 GM0549  HISTORY     - 1957     MONUMENTED       CGS
 GM0549  HISTORY     - 1966     GOOD             LOCSUR
 GM0549
 GM0549                          STATION DESCRIPTION
 GM0549
 GM0549'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 GM0549'3.2 MI E FROM QUESTA.
 GM0549'ABOUT 3.2 MILES EAST ALONG STATE HIGHWAY 38 FROM THE JUNCTION OF STATE
 GM0549'HIGHWAY 3 AT QUESTA, AT A SMALL CRUSHED ROCK PARKING AREA ON THE
 GM0549'SOUTHWEST SIDE OF THE HIGHWAY, 75 FEET SOUTHWEST OF THE HIGHWAY, 79
 GM0549'FEET SOUTHEAST OF A HIGHWAY RIGHT OF WAY MARKER NUMBER 170 + 1450, 44
 GM0549'FEET SOUTHWEST OF A 26-INCH PINE TREE WITH A WHITE WOODEN WITNESS POST
 GM0549'NAILED TO THE NORTHEAST SIDE, IN THE TOP OF A ROCK OUTCROP IN THE
 GM0549'NORTHEAST EDGE OF RED RIVER WHICH IS PARTIALLY COVERED WITH DIRT AND
 GM0549'CRUSHED ROCK AND FLUSH WITH THE GROUND.
 GM0549
 GM0549                          STATION RECOVERY (1966)
 GM0549
 GM0549'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1966
 GM0549'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0361 ***********************************************************************
 CW0361  DESIGNATION -  L 308
 CW0361  PID         -  CW0361
 CW0361  STATE/COUNTY-  NM/OTERO
 CW0361  USGS QUAD   -  SHILOH HILLS (1970)
 CW0361
 CW0361                         *CURRENT SURVEY CONTROL
 CW0361  ___________________________________________________________________
 CW0361* NAD 83(1986)-  32 09 06.     (N)    105 23 57.     (W)     SCALED    
 CW0361* NAVD 88     -      1315.290  (meters)    4315.25   (feet)  POSTED    
 CW0361  ___________________________________________________________________
 CW0361  GEOID HEIGHT-         -22.29  (meters)                     GEOID03
 CW0361  DYNAMIC HT  -        1313.330 (meters)    4308.82  (feet)  COMP
 CW0361  MODELED GRAV-     979,100.3   (mgal)                       NAVD 88
 CW0361
 CW0361  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 CW0361
 CW0361.The horizontal coordinates were scaled from a topographic map and have
 CW0361.an estimated accuracy of +/- 6 seconds.
 CW0361
 CW0361.The orthometric height was determined by differential leveling
 CW0361.and adjusted by the National Geodetic Survey in 1992..
 CW0361.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 CW0361.rate of 0.0 thru 1.0 mm/km.
 CW0361
 CW0361.The geoid height was determined by GEOID03.
 CW0361
 CW0361.The dynamic height is computed by dividing the NAVD 88
 CW0361.geopotential number by the normal gravity value computed on the
 CW0361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0361.degrees latitude (g = 980.6199 gals.).
 CW0361
 CW0361.The modeled gravity was interpolated from observed gravity values.
 CW0361
 CW0361;                    North         East    Units  Estimated Accuracy
 CW0361;SPC NM C     -   128,000.      580,260.      MT  (+/- 180 meters Scaled)
 CW0361
 CW0361                          SUPERSEDED SURVEY CONTROL
 CW0361
 CW0361  NGVD 29 (??/??/92) 1314.739  (m)         4313.44   (f) ADJ UNCH    2 0
 CW0361
 CW0361.Superseded values are not recommended for survey control.
 CW0361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0361.See file dsdata.txt to determine how the superseded data were derived.
 CW0361
 CW0361_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDR623573(NAD 83)
 CW0361_MARKER: DB = BENCH MARK DISK
 CW0361_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CW0361_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CW0361_STAMPING: L 308 1958
 CW0361_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CW0361+STABILITY: SURFACE MOTION
 CW0361
 CW0361  HISTORY     - Date     Condition        Report By
 CW0361  HISTORY     - 1958     MONUMENTED       CGS
 CW0361
 CW0361                          STATION DESCRIPTION
 CW0361
 CW0361'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CW0361'24.4 MI NW FROM DELL CITY, TEXAS.
 CW0361'ABOUT 3.15 MILES NORTH ALONG FARM ROAD 1437 FROM THE POST OFFICE AT
 CW0361'DELL CITY, THENCE 11.5 MILES NORTH ALONG A DIRT ROAD, THENCE 2.7 MILES
 CW0361'NORTHWEST ALONG A DIRT ROAD, THENCE 0.5 MILE SOUTHWEST ALONG A DIRT
 CW0361'ROAD, THENCE 6.55 MILES WEST ALONG A DIRT ROAD, 51 FEET NORTH OF THE
 CW0361'CENTER LINE OF THE ROAD, 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST,
 CW0361'ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD, AND IN THE TOP OF A CONCRETE
 CW0361'POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0422 ***********************************************************************
 CW0422  DESIGNATION -  L 309
 CW0422  PID         -  CW0422
 CW0422  STATE/COUNTY-  NM/OTERO
 CW0422  USGS QUAD   -  ALAMO MOUNTAIN NE (1975)
 CW0422
 CW0422                         *CURRENT SURVEY CONTROL
 CW0422  ___________________________________________________________________
 CW0422* NAD 83(1986)-  32 12 12.     (N)    105 35 24.     (W)     SCALED    
 CW0422* NAVD 88     -      1418.497  (meters)    4653.85   (feet)  POSTED    
 CW0422  ___________________________________________________________________
 CW0422  GEOID HEIGHT-         -22.24  (meters)                     GEOID03
 CW0422  DYNAMIC HT  -        1416.340 (meters)    4646.78  (feet)  COMP
 CW0422  MODELED GRAV-     979,070.4   (mgal)                       NAVD 88
 CW0422
 CW0422  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 CW0422
 CW0422.The horizontal coordinates were scaled from a topographic map and have
 CW0422.an estimated accuracy of +/- 6 seconds.
 CW0422
 CW0422.The orthometric height was determined by differential leveling
 CW0422.and adjusted by the National Geodetic Survey in 1992..
 CW0422.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 CW0422.rate of 0.0 thru 1.0 mm/km.
 CW0422
 CW0422.The geoid height was determined by GEOID03.
 CW0422
 CW0422.The dynamic height is computed by dividing the NAVD 88
 CW0422.geopotential number by the normal gravity value computed on the
 CW0422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0422.degrees latitude (g = 980.6199 gals.).
 CW0422
 CW0422.The modeled gravity was interpolated from observed gravity values.
 CW0422
 CW0422;                    North         East    Units  Estimated Accuracy
 CW0422;SPC NM C     -   133,600.      562,220.      MT  (+/- 180 meters Scaled)
 CW0422
 CW0422                          SUPERSEDED SURVEY CONTROL
 CW0422
 CW0422  NGVD 29 (??/??/92) 1417.898  (m)         4651.89   (f) ADJ UNCH    2 0
 CW0422
 CW0422.Superseded values are not recommended for survey control.
 CW0422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0422.See file dsdata.txt to determine how the superseded data were derived.
 CW0422
 CW0422_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDR443631(NAD 83)
 CW0422_MARKER: DB = BENCH MARK DISK
 CW0422_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CW0422_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CW0422_STAMPING: L 309 1958
 CW0422_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CW0422+STABILITY: SURFACE MOTION
 CW0422
 CW0422  HISTORY     - Date     Condition        Report By
 CW0422  HISTORY     - 1958     MONUMENTED       CGS
 CW0422  HISTORY     - 1962     GOOD             PECO
 CW0422
 CW0422                          STATION DESCRIPTION
 CW0422
 CW0422'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CW0422'38.15 MI NW FROM DELL CITY, TEXAS.
 CW0422'ABOUT 3.15 MILES NORTH ALONG FARM ROAD 1437 FROM THE POST OFFICE AT
 CW0422'DELL CITY, THENCE 11.5 MILES NORTH ALONG A DIRT ROAD, THENCE 2.7 MILES
 CW0422'NORTHWEST ALONG A DIRT ROAD, THENCE 0.5 MILE SOUTHWEST ALONG A DIRT
 CW0422'ROAD, THENCE 17.8 MILES WEST ALONG A DIRT ROAD, THENCE 1.2 MILES
 CW0422'NORTHEAST ALONG A DIRT ROAD, THENCE 1.3 MILES NORTHWEST ALONG A DIRT
 CW0422'ROAD, 50 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 2 1/2 FEET
 CW0422'WEST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND IN
 CW0422'THE TOP OF A CONCRETE POST PROJECTING 8 INCHES.
 CW0422
 CW0422                          STATION RECOVERY (1962)
 CW0422
 CW0422'RECOVERY NOTE BY POHLY EXPLORATION COMPANY 1962
 CW0422'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0204 ***********************************************************************
 CW0204  DESIGNATION -  L 31
 CW0204  PID         -  CW0204
 CW0204  STATE/COUNTY-  NM/EDDY
 CW0204  USGS QUAD   -  CARLSBAD CAVERNS (1979)
 CW0204
 CW0204                         *CURRENT SURVEY CONTROL
 CW0204  ___________________________________________________________________
 CW0204* NAD 83(1986)-  32 08 12.     (N)    104 25 14.     (W)     SCALED    
 CW0204* NAVD 88     -      1089.618  (meters)    3574.86   (feet)  ADJUSTED  
 CW0204  ___________________________________________________________________
 CW0204  GEOID HEIGHT-         -24.20  (meters)                     GEOID03
 CW0204  DYNAMIC HT  -        1088.008 (meters)    3569.57  (feet)  COMP
 CW0204  MODELED GRAV-     979,124.1   (mgal)                       NAVD 88
 CW0204
 CW0204  VERT ORDER  -  FIRST     CLASS I
 CW0204
 CW0204.The horizontal coordinates were scaled from a topographic map and have
 CW0204.an estimated accuracy of +/- 6 seconds.
 CW0204
 CW0204.The orthometric height was determined by differential leveling
 CW0204.and adjusted by the National Geodetic Survey in June 1991..
 CW0204
 CW0204.The geoid height was determined by GEOID03.
 CW0204
 CW0204.The dynamic height is computed by dividing the NAVD 88
 CW0204.geopotential number by the normal gravity value computed on the
 CW0204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0204.degrees latitude (g = 980.6199 gals.).
 CW0204
 CW0204.The modeled gravity was interpolated from observed gravity values.
 CW0204
 CW0204;                    North         East    Units  Estimated Accuracy
 CW0204;SPC NM E     -   126,030.      156,770.      MT  (+/- 180 meters Scaled)
 CW0204
 CW0204                          SUPERSEDED SURVEY CONTROL
 CW0204
 CW0204  NGVD 29 (??/??/92) 1089.094  (m)         3573.14   (f) ADJ UNCH    1 1
 CW0204
 CW0204.Superseded values are not recommended for survey control.
 CW0204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0204.See file dsdata.txt to determine how the superseded data were derived.
 CW0204
 CW0204_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SER546557(NAD 83)
 CW0204_MARKER: DD = SURVEY DISK
 CW0204_SETTING: 0 = UNSPECIFIED SETTING
 CW0204_STAMPING: L 31 1933 3573
 CW0204_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CW0204
 CW0204  HISTORY     - Date     Condition        Report By
 CW0204  HISTORY     - 1933     MONUMENTED       USGS
 CW0204  HISTORY     - 1958     GOOD             NGS
 CW0204  HISTORY     - 1977     GOOD             NGS
 CW0204
 CW0204                          STATION DESCRIPTION
 CW0204
 CW0204'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CW0204'4.15 MI SW FROM WHITES CITY.
 CW0204'ABOUT 0.1 MILE SOUTHEAST ALONG STATE HIGHWAY 7 FROM THE POST OFFICE AT
 CW0204'WHITES CITY, THENCE 2.1 MILES SOUTHWEST ALONG U. S. HIGHWAYS 62 AND
 CW0204'180, THENCE 1.95 MILES SOUTHWEST ALONG THE OLD HIGHWAY 62, IN THE TOP
 CW0204'OF A BOULDER EMBEDDED IN THE GROUND AND PROJECTING 6 INCHES, 35 FEET
 CW0204'SOUTHEAST OF THE CENTER LINE OF THE OLD HIGHWAY, ON THE TOP OF A HILL,
 CW0204'43 FEET EAST-SOUTHEAST OF THE JUNCTION OF A TRAIL ROAD LEADING NORTH,
 CW0204'ABOUT 0.3 MILE NORTHEAST OF THE JUNCTION OF A PRIVATE ROAD LEADING
 CW0204'SOUTHEAST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE OLD HIGHWAY, AND
 CW0204'SURROUNDED BY A CIRCLE OF LOOSE ROCK.
 CW0204
 CW0204                          STATION RECOVERY (1977)
 CW0204
 CW0204'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CW0204'2.05 MILES SOUTHWEST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE
 CW0204'JUNCTION OF STATE HIGHWAY 7, THENCE 1.95 MILES SOUTHWEST ALONG
 CW0204'OLD HIGHWAY 62, SET IN TOP OF A BOULDER EMBEDDED IN THE GROUND
 CW0204'AND SURROUNDED BY A CIRCLE OF LOOSE ROCKS, 35 FT. SOUTHEAST OF THE
 CW0204'CENTER LINE OF THE OLD HIGHWAY, AT THE TOP OF A HILL, 0.3 MILE
 CW0204'NORTHEAST OF A ROAD LEADING SOUTHEAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0503 ***********************************************************************
 GM0503  DESIGNATION -  L 31
 GM0503  PID         -  GM0503
 GM0503  STATE/COUNTY-  NM/TAOS
 GM0503  USGS QUAD   -  TRES PIEDRAS (1963)
 GM0503
 GM0503                         *CURRENT SURVEY CONTROL
 GM0503  ___________________________________________________________________
 GM0503* NAD 83(1986)-  36 38 56.     (N)    105 57 59.     (W)     SCALED    
 GM0503* NAVD 88     -      2463.552  (meters)    8082.50   (feet)  ADJUSTED  
 GM0503  ___________________________________________________________________
 GM0503  GEOID HEIGHT-         -17.09  (meters)                     GEOID03
 GM0503  DYNAMIC HT  -        2460.122 (meters)    8071.25  (feet)  COMP
 GM0503  MODELED GRAV-     979,149.9   (mgal)                       NAVD 88
 GM0503
 GM0503  VERT ORDER  -  FIRST     CLASS II
 GM0503
 GM0503.The horizontal coordinates were scaled from a topographic map and have
 GM0503.an estimated accuracy of +/- 6 seconds.
 GM0503
 GM0503.The orthometric height was determined by differential leveling
 GM0503.and adjusted by the National Geodetic Survey in June 1991..
 GM0503
 GM0503.The geoid height was determined by GEOID03.
 GM0503
 GM0503.The dynamic height is computed by dividing the NAVD 88
 GM0503.geopotential number by the normal gravity value computed on the
 GM0503.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GM0503.degrees latitude (g = 980.6199 gals.).
 GM0503
 GM0503.The modeled gravity was interpolated from observed gravity values.
 GM0503
 GM0503;                    North         East    Units  Estimated Accuracy
 GM0503;SPC NM C     -   626,550.      525,360.      MT  (+/- 180 meters Scaled)
 GM0503
 GM0503                          SUPERSEDED SURVEY CONTROL
 GM0503
 GM0503  NGVD 29 (??/??/92) 2462.275  (m)         8078.31   (f) ADJ UNCH    1 2
 GM0503
 GM0503.Superseded values are not recommended for survey control.
 GM0503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0503.See file dsdata.txt to determine how the superseded data were derived.
 GM0503
 GM0503_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDA136563(NAD 83)
 GM0503_MARKER: DB = BENCH MARK DISK
 GM0503_SETTING: 66 = SET IN ROCK OUTCROP
 GM0503_SP_SET: ROCK OUTCROP
 GM0503_STAMPING: L 31 1933 8078.314
 GM0503_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GM0503+STABILITY: POSITION/ELEVATION WELL
 GM0503
 GM0503  HISTORY     - Date     Condition        Report By
 GM0503  HISTORY     - 1933     MONUMENTED       CGS
 GM0503  HISTORY     - 1940     GOOD             NGS
 GM0503  HISTORY     - 1984     MARK NOT FOUND   NGS
 GM0503  HISTORY     - 20040925 POOR             GEOCAC
 GM0503
 GM0503                          STATION DESCRIPTION
 GM0503
 GM0503'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 GM0503'IN TRES PIEDRAS.
 GM0503'BENCH MARK IS ALONG THE RIGHT-OF-WAY OF THE DENVER AND RIO GRANDE
 GM0503'WESTERN RAILROAD.  ABOUT 0.5 MILE NORTH OF THE STATION.  150 FEET
 GM0503'NORTH OF RAILROAD BRIDGE NO. 314.61.  72 FEET WEST OF THE CENTER LINE
 GM0503'OF THE TRACK.  ABOUT LEVEL WITH THE TRACK.  ON A LARGE ROCK OUTCROP.
 GM0503'STD. DISK B M SET FLUSH AND HORIZONTALLY IN DRILL HOLE.
 GM0503
 GM0503                          STATION RECOVERY (1984)
 GM0503
 GM0503'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GM0503'MARK NOT FOUND.
 GM0503
 GM0503                          STATION RECOVERY (2004)
 GM0503
 GM0503'RECOVERY NOTE BY GEOCACHING 2004 (TWS)
 GM0503'RECOVERED IN POOR CONDITION. RAILROAD AND BRIDGE DO NOT EXIST.
 GM0503'HANDHELD GPS COORDINATES N36 38 56.4, W105 58 00.8.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0368 ***********************************************************************
 CV0368  DESIGNATION -  L 310
 CV0368  PID         -  CV0368
 CV0368  STATE/COUNTY-  NM/LEA
 CV0368  USGS QUAD   -  JAL SE (1979)
 CV0368
 CV0368                         *CURRENT SURVEY CONTROL
 CV0368  ___________________________________________________________________
 CV0368* NAD 83(1986)-  32 07 21.     (N)    103 04 21.     (W)     SCALED    
 CV0368* NAVD 88     -       950.571  (meters)    3118.66   (feet)  ADJUSTED  
 CV0368  ___________________________________________________________________
 CV0368  GEOID HEIGHT-         -23.17  (meters)                     GEOID03
 CV0368  DYNAMIC HT  -         949.253 (meters)    3114.34  (feet)  COMP
 CV0368  MODELED GRAV-     979,220.0   (mgal)                       NAVD 88
 CV0368
 CV0368  VERT ORDER  -  SECOND    CLASS 0
 CV0368
 CV0368.The horizontal coordinates were scaled from a topographic map and have
 CV0368.an estimated accuracy of +/- 6 seconds.
 CV0368
 CV0368.The orthometric height was determined by differential leveling
 CV0368.and adjusted by the National Geodetic Survey in June 1991..
 CV0368
 CV0368.The geoid height was determined by GEOID03.
 CV0368
 CV0368.The dynamic height is computed by dividing the NAVD 88
 CV0368.geopotential number by the normal gravity value computed on the
 CV0368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0368.degrees latitude (g = 980.6199 gals.).
 CV0368
 CV0368.The modeled gravity was interpolated from observed gravity values.
 CV0368
 CV0368;                    North         East    Units  Estimated Accuracy
 CV0368;SPC NM E     -   125,150.      283,980.      MT  (+/- 180 meters Scaled)
 CV0368
 CV0368                          SUPERSEDED SURVEY CONTROL
 CV0368
 CV0368  NGVD 29 (??/??/92)  950.173  (m)         3117.36   (f) ADJ UNCH    2 0
 CV0368
 CV0368.Superseded values are not recommended for survey control.
 CV0368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0368.See file dsdata.txt to determine how the superseded data were derived.
 CV0368
 CV0368_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFR818556(NAD 83)
 CV0368_MARKER: DB = BENCH MARK DISK
 CV0368_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0368_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CV0368_STAMPING: L 310 1958
 CV0368_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CV0368+STABILITY: SURFACE MOTION
 CV0368
 CV0368  HISTORY     - Date     Condition        Report By
 CV0368  HISTORY     - 1958     MONUMENTED       CGS
 CV0368
 CV0368                          STATION DESCRIPTION
 CV0368
 CV0368'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CV0368'7.55 MI E FROM JAL.
 CV0368'ABOUT 0.7 MILE NORTH ALONG THE TEXAS-NEW MEXICO RAILWAY FROM THE
 CV0368'STATION AT JAL, THENCE 6.85 MILES EAST ALONG STATE HIGHWAY 128, 50
 CV0368'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 23 FEET WEST OF A POWER
 CV0368'POLE, ABOUT 0.45 MILE WEST OF THE TEXAS-NEW MEXICO STATE LINE, 1 FOOT
 CV0368'NORTH OF THE SOUTH RIGHT OF WAY FENCE, 2 FEET EAST OF A WHITE WOODEN
 CV0368'WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND IN THE TOP OF A
 CV0368'CONCRETE POST PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0345 ***********************************************************************
 CV0345  DESIGNATION -  L 311
 CV0345  PID         -  CV0345
 CV0345  STATE/COUNTY-  NM/LEA
 CV0345  USGS QUAD   -  JAVELINA BASIN (1973)
 CV0345
 CV0345                         *CURRENT SURVEY CONTROL
 CV0345  ___________________________________________________________________
 CV0345* NAD 83(1986)-  32 03 53.     (N)    103 20 12.     (W)     SCALED    
 CV0345* NAVD 88     -       939.425  (meters)    3082.10   (feet)  ADJUSTED  
 CV0345  ___________________________________________________________________
 CV0345  GEOID HEIGHT-         -24.33  (meters)                     GEOID03
 CV0345  DYNAMIC HT  -         938.071 (meters)    3077.65  (feet)  COMP
 CV0345  MODELED GRAV-     979,167.0   (mgal)                       NAVD 88
 CV0345
 CV0345  VERT ORDER  -  SECOND    CLASS 0
 CV0345
 CV0345.The horizontal coordinates were scaled from a topographic map and have
 CV0345.an estimated accuracy of +/- 6 seconds.
 CV0345
 CV0345.The orthometric height was determined by differential leveling
 CV0345.and adjusted by the National Geodetic Survey in June 1991..
 CV0345
 CV0345.The geoid height was determined by GEOID03.
 CV0345
 CV0345.The dynamic height is computed by dividing the NAVD 88
 CV0345.geopotential number by the normal gravity value computed on the
 CV0345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0345.degrees latitude (g = 980.6199 gals.).
 CV0345
 CV0345.The modeled gravity was interpolated from observed gravity values.
 CV0345
 CV0345;                    North         East    Units  Estimated Accuracy
 CV0345;SPC NM E     -   118,480.      259,110.      MT  (+/- 180 meters Scaled)
 CV0345
 CV0345                          SUPERSEDED SURVEY CONTROL
 CV0345
 CV0345  NGVD 29 (??/??/92)  938.981  (m)         3080.64   (f) ADJ UNCH    2 0
 CV0345
 CV0345.Superseded values are not recommended for survey control.
 CV0345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0345.See file dsdata.txt to determine how the superseded data were derived.
 CV0345
 CV0345_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFR570488(NAD 83)
 CV0345_MARKER: DB = BENCH MARK DISK
 CV0345_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0345_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CV0345_STAMPING: L 311 1958
 CV0345_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CV0345+STABILITY: SURFACE MOTION
 CV0345
 CV0345  HISTORY     - Date     Condition        Report By
 CV0345  HISTORY     - 1958     MONUMENTED       CGS
 CV0345
 CV0345                          STATION DESCRIPTION
 CV0345
 CV0345'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CV0345'10.75 MI W FROM JAL.
 CV0345'ABOUT 0.4 MILE SOUTHWEST ALONG EL PASO DRIVE FROM THE TEXAS-NEW MEXICO
 CV0345'RAILWAY STATION AT JAL, THENCE 3.0 MILES SOUTH ALONG A PAVED ROAD,
 CV0345'THENCE 7.35 MILES WEST ALONG THE EL PASO NATURAL GAS COMPANY PIPELINE
 CV0345'ROAD, 22 FEET NORTH OF THE CENTER LINE OF THE ROAD, IN LINE WITH A ROW
 CV0345'OF TELEPHONE POLES, 22 FEET EAST OF TELEPHONE POLE NUMBER 2, 2 FEET
 CV0345'WEST OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF
 CV0345'THE ROAD, AND IN THE TOP OF A CONCRETE POST PROJECTING 9 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0348 ***********************************************************************
 CW0348  DESIGNATION -  L 312
 CW0348  PID         -  CW0348
 CW0348  STATE/COUNTY-  NM/OTERO
 CW0348  USGS QUAD   -  WOODSON CANYON (1963)
 CW0348
 CW0348                         *CURRENT SURVEY CONTROL
 CW0348  ___________________________________________________________________
 CW0348* NAD 83(1986)-  32 45 00.     (N)    105 28 11.     (W)     SCALED    
 CW0348* NAVD 88     -      2050.824  (meters)    6728.41   (feet)  POSTED    
 CW0348  ___________________________________________________________________
 CW0348  GEOID HEIGHT-         -20.33  (meters)                     GEOID03
 CW0348  DYNAMIC HT  -        2047.580 (meters)    6717.77  (feet)  COMP
 CW0348  MODELED GRAV-     978,980.3   (mgal)                       NAVD 88
 CW0348
 CW0348  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 CW0348
 CW0348.The horizontal coordinates were scaled from a topographic map and have
 CW0348.an estimated accuracy of +/- 6 seconds.
 CW0348
 CW0348.The orthometric height was determined by differential leveling
 CW0348.and adjusted by the National Geodetic Survey in 1992..
 CW0348.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 CW0348.rate of 1.1 thru 2.0 mm/km.
 CW0348
 CW0348.The geoid height was determined by GEOID03.
 CW0348
 CW0348.The dynamic height is computed by dividing the NAVD 88
 CW0348.geopotential number by the normal gravity value computed on the
 CW0348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0348.degrees latitude (g = 980.6199 gals.).
 CW0348
 CW0348.The modeled gravity was interpolated from observed gravity values.
 CW0348
 CW0348;                    North         East    Units  Estimated Accuracy
 CW0348;SPC NM C     -   194,300.      573,120.      MT  (+/- 180 meters Scaled)
 CW0348
 CW0348                          SUPERSEDED SURVEY CONTROL
 CW0348
 CW0348  NGVD 29 (??/??/92) 2050.075  (m)         6725.95   (f) ADJ UNCH    2 0
 CW0348
 CW0348.Superseded values are not recommended for survey control.
 CW0348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0348.See file dsdata.txt to determine how the superseded data were derived.
 CW0348
 CW0348_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDS559236(NAD 83)
 CW0348_MARKER: DB = BENCH MARK DISK
 CW0348_SETTING: 66 = SET IN ROCK OUTCROP
 CW0348_SP_SET: OUTCROP
 CW0348_STAMPING: L 312 1958
 CW0348_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CW0348+STABILITY: POSITION/ELEVATION WELL
 CW0348
 CW0348  HISTORY     - Date     Condition        Report By
 CW0348  HISTORY     - 1958     MONUMENTED       CGS
 CW0348
 CW0348                          STATION DESCRIPTION
 CW0348
 CW0348'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CW0348'7.8 MI SE FROM WEED.
 CW0348'ABOUT 0.15 MILE NORTH ALONG A DIRT ROAD FROM THE POST OFFICE AT WEED,
 CW0348'THENCE 0.55 MILE EAST ALONG A DIRT ROAD, THENCE 2.6 MILES EAST ALONG
 CW0348'STATE HIGHWAY 24, THENCE 4.5 MILES SOUTH ALONG THE SAME HIGHWAY, IN
 CW0348'THE TOP OF A ROCK OUTCROP ABOUT FLUSH WITH THE GROUND, 27 FEET
 CW0348'EAST-SOUTHEAST OF THE CENTER LINE OF THE ROAD, 22 FEET EAST-SOUTHEAST
 CW0348'OF THE NEAR END OF A CATTLE GUARD, 8 FEET SOUTH OF A FENCE, AND ABOUT
 CW0348'1 FOOT BELOW THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0406 ***********************************************************************
 CW0406  DESIGNATION -  L 313
 CW0406  PID         -  CW0406
 CW0406  STATE/COUNTY-  NM/OTERO
 CW0406  USGS QUAD   -  EL PASO DRAW (1980)
 CW0406
 CW0406                         *CURRENT SURVEY CONTROL
 CW0406  ___________________________________________________________________
 CW0406* NAD 83(1986)-  32 25 31.     (N)    105 38 28.     (W)     SCALED    
 CW0406* NAVD 88     -      1475.469  (meters)    4840.77   (feet)  POSTED    
 CW0406  ___________________________________________________________________
 CW0406  GEOID HEIGHT-         -21.73  (meters)                     GEOID03
 CW0406  DYNAMIC HT  -        1473.240 (meters)    4833.45  (feet)  COMP
 CW0406  MODELED GRAV-     979,074.4   (mgal)                       NAVD 88
 CW0406
 CW0406  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 CW0406
 CW0406.The horizontal coordinates were scaled from a topographic map and have
 CW0406.an estimated accuracy of +/- 6 seconds.
 CW0406
 CW0406.The orthometric height was determined by differential leveling
 CW0406.and adjusted by the National Geodetic Survey in 1992..
 CW0406.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 CW0406.rate of 0.0 thru 1.0 mm/km.
 CW0406
 CW0406.The geoid height was determined by GEOID03.
 CW0406
 CW0406.The dynamic height is computed by dividing the NAVD 88
 CW0406.geopotential number by the normal gravity value computed on the
 CW0406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0406.degrees latitude (g = 980.6199 gals.).
 CW0406
 CW0406.The modeled gravity was interpolated from observed gravity values.
 CW0406
 CW0406;                    North         East    Units  Estimated Accuracy
 CW0406;SPC NM C     -   158,190.      557,260.      MT  (+/- 180 meters Scaled)
 CW0406
 CW0406                          SUPERSEDED SURVEY CONTROL
 CW0406
 CW0406  NGVD 29 (??/??/92) 1474.852  (m)         4838.74   (f) ADJ UNCH    2 0
 CW0406
 CW0406.Superseded values are not recommended for survey control.
 CW0406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0406.See file dsdata.txt to determine how the superseded data were derived.
 CW0406
 CW0406_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDR397877(NAD 83)
 CW0406_MARKER: DB = BENCH MARK DISK
 CW0406_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CW0406_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CW0406_STAMPING: L 313 1958
 CW0406_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CW0406+STABILITY: SURFACE MOTION
 CW0406
 CW0406  HISTORY     - Date     Condition        Report By
 CW0406  HISTORY     - 1958     MONUMENTED       CGS
 CW0406  HISTORY     - 1962     GOOD             PECO
 CW0406
 CW0406                          STATION DESCRIPTION
 CW0406
 CW0406'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CW0406'27.55 MI SW FROM PINON.
 CW0406'ABOUT 0.65 MILES SOUTH ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 CW0406'PINON, THENCE 2.8 MILES WEST ALONG A GRAVELED ROAD, THENCE 1.35 MILES
 CW0406'SOUTH ALONG A GRAVELED ROAD, THENCE 0.2 MILE EAST ALONG A DIRT ROAD,
 CW0406'THENCE 2.65 MILES SOUTH ALONG A DIRT ROAD, THENCE 16.8 MILES SOUTHWEST
 CW0406'ALONG A CANYON ROAD, THENCE 3.1 MILES SOUTH ALONG A DIRT ROAD, 77 FEET
 CW0406'WEST OF THE CENTER LINE OF THE ROAD, 5 FEET NORTH OF A TELEPHONE POLE,
 CW0406'2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE
 CW0406'ROAD, AND IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 CW0406
 CW0406                          STATION RECOVERY (1962)
 CW0406
 CW0406'RECOVERY NOTE BY POHLY EXPLORATION COMPANY 1962
 CW0406'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0324 ***********************************************************************
 CW0324  DESIGNATION -  L 314
 CW0324  PID         -  CW0324
 CW0324  STATE/COUNTY-  NM/OTERO
 CW0324  USGS QUAD   -  PINON (1965)
 CW0324
 CW0324                         *CURRENT SURVEY CONTROL
 CW0324  ___________________________________________________________________
 CW0324* NAD 83(1986)-  32 31 27.     (N)    105 28 43.     (W)     SCALED    
 CW0324* NAVD 88     -      1926.574  (meters)    6320.77   (feet)  POSTED    
 CW0324  ___________________________________________________________________
 CW0324  GEOID HEIGHT-         -21.08  (meters)                     GEOID03
 CW0324  DYNAMIC HT  -        1923.520 (meters)    6310.75  (feet)  COMP
 CW0324  MODELED GRAV-     978,985.9   (mgal)                       NAVD 88
 CW0324
 CW0324  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 CW0324
 CW0324.The horizontal coordinates were scaled from a topographic map and have
 CW0324.an estimated accuracy of +/- 6 seconds.
 CW0324
 CW0324.The orthometric height was determined by differential leveling
 CW0324.and adjusted by the National Geodetic Survey in 1992..
 CW0324.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 CW0324.rate of 1.1 thru 2.0 mm/km.
 CW0324
 CW0324.The geoid height was determined by GEOID03.
 CW0324
 CW0324.The dynamic height is computed by dividing the NAVD 88
 CW0324.geopotential number by the normal gravity value computed on the
 CW0324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0324.degrees latitude (g = 980.6199 gals.).
 CW0324
 CW0324.The modeled gravity was interpolated from observed gravity values.
 CW0324
 CW0324;                    North         East    Units  Estimated Accuracy
 CW0324;SPC NM C     -   169,250.      572,470.      MT  (+/- 180 meters Scaled)
 CW0324
 CW0324                          SUPERSEDED SURVEY CONTROL
 CW0324
 CW0324  NGVD 29 (??/??/92) 1925.825  (m)         6318.31   (f) ADJ UNCH    2 0
 CW0324
 CW0324.Superseded values are not recommended for survey control.
 CW0324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0324.See file dsdata.txt to determine how the superseded data were derived.
 CW0324
 CW0324_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDR550986(NAD 83)
 CW0324_MARKER: DB = BENCH MARK DISK
 CW0324_SETTING: 66 = SET IN ROCK OUTCROP
 CW0324_SP_SET: ROCK OUTCROP
 CW0324_STAMPING: L 314 1958
 CW0324_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CW0324+STABILITY: POSITION/ELEVATION WELL
 CW0324
 CW0324  HISTORY     - Date     Condition        Report By
 CW0324  HISTORY     - 1958     MONUMENTED       CGS
 CW0324
 CW0324                          STATION DESCRIPTION
 CW0324
 CW0324'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CW0324'11.2 MI SW FROM PINON.
 CW0324'ABOUT 0.65 MILE SOUTH ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 CW0324'PINON, THENCE 2.8 MILES WEST ALONG A GRAVELED ROAD, THENCE 1.35 MILES
 CW0324'SOUTH ALONG A GRAVELED ROAD, THENCE 0.2 MILE EAST ALONG A GRAVELED
 CW0324'ROAD, THENCE 2.65 MILES SOUTH AND 3.55 MILES SOUTHWEST ALONG A WINDING
 CW0324'DIRT ROAD, IN THE TOP OF A LARGE ROCK OUTCROP, 20 FEET SOUTHEAST OF
 CW0324'THE CENTER LINE OF THE ROAD, 25 FEET SOUTHWEST OF THE CENTER LINE OF A
 CW0324'LARGE WASH, AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0396 ***********************************************************************
 CV0396  DESIGNATION -  L 315
 CV0396  PID         -  CV0396
 CV0396  STATE/COUNTY-  NM/LEA
 CV0396  USGS QUAD   -  PADUCA BREAKS EAST (1973)
 CV0396
 CV0396                         *CURRENT SURVEY CONTROL
 CV0396  ___________________________________________________________________
 CV0396* NAD 83(1986)-  32 03 55.     (N)    103 37 28.     (W)     SCALED    
 CV0396* NAVD 88     -      1009.943  (meters)    3313.45   (feet)  ADJUSTED  
 CV0396  ___________________________________________________________________
 CV0396  GEOID HEIGHT-         -25.21  (meters)                     GEOID03
 CV0396  DYNAMIC HT  -        1008.451 (meters)    3308.56  (feet)  COMP
 CV0396  MODELED GRAV-     979,128.4   (mgal)                       NAVD 88
 CV0396
 CV0396  VERT ORDER  -  SECOND    CLASS 0
 CV0396
 CV0396.The horizontal coordinates were scaled from a topographic map and have
 CV0396.an estimated accuracy of +/- 6 seconds.
 CV0396
 CV0396.The orthometric height was determined by differential leveling
 CV0396.and adjusted by the National Geodetic Survey in June 1991..
 CV0396
 CV0396.The geoid height was determined by GEOID03.
 CV0396
 CV0396.The dynamic height is computed by dividing the NAVD 88
 CV0396.geopotential number by the normal gravity value computed on the
 CV0396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0396.degrees latitude (g = 980.6199 gals.).
 CV0396
 CV0396.The modeled gravity was interpolated from observed gravity values.
 CV0396
 CV0396;                    North         East    Units  Estimated Accuracy
 CV0396;SPC NM E     -   118,330.      231,930.      MT  (+/- 180 meters Scaled)
 CV0396
 CV0396                          SUPERSEDED SURVEY CONTROL
 CV0396
 CV0396  NGVD 29 (??/??/92) 1009.455  (m)         3311.85   (f) ADJ UNCH    2 0
 CV0396
 CV0396.Superseded values are not recommended for survey control.
 CV0396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0396.See file dsdata.txt to determine how the superseded data were derived.
 CV0396
 CV0396_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFR298484(NAD 83)
 CV0396_MARKER: DB = BENCH MARK DISK
 CV0396_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0396_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CV0396_STAMPING: L 315 1958
 CV0396_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CV0396+STABILITY: SURFACE MOTION
 CV0396
 CV0396  HISTORY     - Date     Condition        Report By
 CV0396  HISTORY     - 1958     MONUMENTED       CGS
 CV0396
 CV0396                          STATION DESCRIPTION
 CV0396
 CV0396'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CV0396'27.5 MI W FROM JAL.
 CV0396'ABOUT 0.4 MILE SOUTHWEST ALONG EL PASO DRIVE FROM THE TEXAS-NEW MEXICO
 CV0396'RAILWAY STATION AT JAL, THENCE 3.0 MILES SOUTH ALONG A PAVED ROAD,
 CV0396'THENCE 24.1 MILES WEST ALONG THE EL PASO NATURAL GAS COMPANY PIPELINE
 CV0396'ROAD, 84 FEET NORTH OF THE CENTER LINE OF THE ROAD, ABOUT 0.1 MILE
 CV0396'NORTHEAST OF A FENCE CORNER, 53 FEET NORTHWEST OF TELEPHONE POLE
 CV0396'NUMBER 5, 2 FEET NORTH OF A WHITE WOODEN WITNESS POST, 2 FEET ABOVE
 CV0396'THE LEVEL OF THE ROAD, AND IN THE TOP OF A CONCRETE POST PROJECTING 8
 CV0396'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0341 ***********************************************************************
 DR0341  DESIGNATION -  L 316
 DR0341  PID         -  DR0341
 DR0341  STATE/COUNTY-  NM/CHAVES
 DR0341  USGS QUAD   -  ROSWELL NORTH (1975)
 DR0341
 DR0341                         *CURRENT SURVEY CONTROL
 DR0341  ___________________________________________________________________
 DR0341* NAD 83(1986)-  33 29 11.     (N)    104 31 09.     (W)     SCALED    
 DR0341* NAVD 88     -      1102.707  (meters)    3617.80   (feet)  ADJUSTED  
 DR0341  ___________________________________________________________________
 DR0341  GEOID HEIGHT-         -23.23  (meters)                     GEOID03
 DR0341  DYNAMIC HT  -        1101.206 (meters)    3612.87  (feet)  COMP
 DR0341  MODELED GRAV-     979,238.6   (mgal)                       NAVD 88
 DR0341
 DR0341  VERT ORDER  -  SECOND    CLASS 0
 DR0341
 DR0341.The horizontal coordinates were scaled from a topographic map and have
 DR0341.an estimated accuracy of +/- 6 seconds.
 DR0341
 DR0341.The orthometric height was determined by differential leveling
 DR0341.and adjusted by the National Geodetic Survey in June 1991..
 DR0341
 DR0341.The geoid height was determined by GEOID03.
 DR0341
 DR0341.The dynamic height is computed by dividing the NAVD 88
 DR0341.geopotential number by the normal gravity value computed on the
 DR0341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0341.degrees latitude (g = 980.6199 gals.).
 DR0341
 DR0341.The modeled gravity was interpolated from observed gravity values.
 DR0341
 DR0341;                    North         East    Units  Estimated Accuracy
 DR0341;SPC NM E     -   275,710.      147,730.      MT  (+/- 180 meters Scaled)
 DR0341
 DR0341                          SUPERSEDED SURVEY CONTROL
 DR0341
 DR0341  NGVD 29 (??/??/92) 1102.218  (m)         3616.19   (f) ADJ UNCH    2 0
 DR0341
 DR0341.Superseded values are not recommended for survey control.
 DR0341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0341.See file dsdata.txt to determine how the superseded data were derived.
 DR0341
 DR0341_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SET446053(NAD 83)
 DR0341_MARKER: DB = BENCH MARK DISK
 DR0341_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR0341_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DR0341_STAMPING: L 316 1961
 DR0341_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR0341+STABILITY: SURFACE MOTION
 DR0341
 DR0341  HISTORY     - Date     Condition        Report By
 DR0341  HISTORY     - 1961     MONUMENTED       CGS
 DR0341
 DR0341                          STATION DESCRIPTION
 DR0341
 DR0341'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 DR0341'5.45 MI N FROM ROSWELL.
 DR0341'5.45 MILES NORTH ALONG U.S. HIGHWAY 285 FROM THE COURTHOUSE AT
 DR0341'ROSWELL, 100 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 3 FEET EAST
 DR0341'OF A POWER POLE, 2.6 FEET SOUTH OF A METAL WITNESS POST WITH SIGN, 2.6
 DR0341'FEET BELOW THE LEVEL OF THE HIGHWAY, 1 FOOT EAST OF A FENCE, SET IN
 DR0341'THE TOP OF A CYLINDRICAL CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0436 ***********************************************************************
 DR0436  DESIGNATION -  L 317
 DR0436  PID         -  DR0436
 DR0436  STATE/COUNTY-  NM/CHAVES
 DR0436  USGS QUAD   -  MARLEY DRAW (1962)
 DR0436
 DR0436                         *CURRENT SURVEY CONTROL
 DR0436  ___________________________________________________________________
 DR0436* NAD 83(1986)-  33 42 16.     (N)    104 34 07.     (W)     SCALED    
 DR0436* NAVD 88     -      1160.689  (meters)    3808.03   (feet)  ADJUSTED  
 DR0436  ___________________________________________________________________
 DR0436  GEOID HEIGHT-         -23.27  (meters)                     GEOID03
 DR0436  DYNAMIC HT  -        1159.107 (meters)    3802.84  (feet)  COMP
 DR0436  MODELED GRAV-     979,233.8   (mgal)                       NAVD 88
 DR0436
 DR0436  VERT ORDER  -  SECOND    CLASS 0
 DR0436
 DR0436.The horizontal coordinates were scaled from a topographic map and have
 DR0436.an estimated accuracy of +/- 6 seconds.
 DR0436
 DR0436.The orthometric height was determined by differential leveling
 DR0436.and adjusted by the National Geodetic Survey in June 1991..
 DR0436
 DR0436.The geoid height was determined by GEOID03.
 DR0436
 DR0436.The dynamic height is computed by dividing the NAVD 88
 DR0436.geopotential number by the normal gravity value computed on the
 DR0436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0436.degrees latitude (g = 980.6199 gals.).
 DR0436
 DR0436.The modeled gravity was interpolated from observed gravity values.
 DR0436
 DR0436;                    North         East    Units  Estimated Accuracy
 DR0436;SPC NM E     -   299,900.      143,190.      MT  (+/- 180 meters Scaled)
 DR0436
 DR0436                          SUPERSEDED SURVEY CONTROL
 DR0436
 DR0436  NGVD 29 (??/??/92) 1160.166  (m)         3806.31   (f) ADJ UNCH    2 0
 DR0436
 DR0436.Superseded values are not recommended for survey control.
 DR0436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0436.See file dsdata.txt to determine how the superseded data were derived.
 DR0436
 DR0436_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SET399294(NAD 83)
 DR0436_MARKER: DB = BENCH MARK DISK
 DR0436_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR0436_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DR0436_STAMPING: L 317 1961
 DR0436_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR0436+STABILITY: SURFACE MOTION
 DR0436
 DR0436  HISTORY     - Date     Condition        Report By
 DR0436  HISTORY     - 1961     MONUMENTED       CGS
 DR0436
 DR0436                          STATION DESCRIPTION
 DR0436
 DR0436'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 DR0436'21.3 MI NW FROM ROSWELL.
 DR0436'21.3 MILES NORTHWEST ALONG U.S. HIGHWAY 285 FROM THE COURTHOUSE AT
 DR0436'ROSWELL, 98 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 8 FEET EAST OF
 DR0436'A FENCE, FILLED WITH DIRT AND BROKEN GLASS, 3 FEET BELOW THE LEVEL OF
 DR0436'THE HIGHWAY, 2 FEET SOUTH OF A METAL WITNESS POST WITH SIGN, SET IN
 DR0436'TOP OF A CYLINDRICAL CONCRETE POST PROJECTING 18 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0286 ***********************************************************************
 CX0286  DESIGNATION -  L 318
 CX0286  PID         -  CX0286
 CX0286  STATE/COUNTY-  NM/OTERO
 CX0286  USGS QUAD   -  TRES HERMANOS SW (1982)
 CX0286
 CX0286                         *CURRENT SURVEY CONTROL
 CX0286  ___________________________________________________________________
 CX0286* NAD 83(1986)-  32 35 08.     (N)    106 08 22.     (W)     SCALED    
 CX0286* NAVD 88     -      1219.838  (meters)    4002.09   (feet)  ADJUSTED  
 CX0286  ___________________________________________________________________
 CX0286  GEOID HEIGHT-         -23.12  (meters)                     GEOID03
 CX0286  DYNAMIC HT  -        1218.052 (meters)    3996.23  (feet)  COMP
 CX0286  MODELED GRAV-     979,132.4   (mgal)                       NAVD 88
 CX0286
 CX0286  VERT ORDER  -  FIRST     CLASS II
 CX0286
 CX0286.The horizontal coordinates were scaled from a topographic map and have
 CX0286.an estimated accuracy of +/- 6 seconds.
 CX0286
 CX0286.The orthometric height was determined by differential leveling
 CX0286.and adjusted by the National Geodetic Survey in June 1991..
 CX0286
 CX0286.The geoid height was determined by GEOID03.
 CX0286
 CX0286.The dynamic height is computed by dividing the NAVD 88
 CX0286.geopotential number by the normal gravity value computed on the
 CX0286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0286.degrees latitude (g = 980.6199 gals.).
 CX0286
 CX0286.The modeled gravity was interpolated from observed gravity values.
 CX0286
 CX0286;                    North         East    Units  Estimated Accuracy
 CX0286;SPC NM C     -   175,800.      510,380.      MT  (+/- 180 meters Scaled)
 CX0286
 CX0286                          SUPERSEDED SURVEY CONTROL
 CX0286
 CX0286  NGVD 29 (??/??/92) 1219.262  (m)         4000.20   (f) ADJ UNCH    1 2
 CX0286
 CX0286.Superseded values are not recommended for survey control.
 CX0286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0286.See file dsdata.txt to determine how the superseded data were derived.
 CX0286
 CX0286_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS930059(NAD 83)
 CX0286_MARKER: DB = BENCH MARK DISK
 CX0286_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CX0286_SP_SET: MONUMENT
 CX0286_STAMPING: L 318 1964
 CX0286_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX0286
 CX0286  HISTORY     - Date     Condition        Report By
 CX0286  HISTORY     - 1964     MONUMENTED       CGS
 CX0286  HISTORY     - 1965     GOOD             NGS
 CX0286
 CX0286                          STATION DESCRIPTION
 CX0286
 CX0286'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 CX0286'14.7 MI N FROM OROGRANDE.
 CX0286'0.4 MILE WEST FROM THE SOUTHERN PACIFIC RAILROAD STATION IN OROGRANDE
 CX0286'TO U.S. HIGHWAY 54, THENCE 0.5 MILE SOUTHEAST ALONG U.S. HIGHWAY 54 TO
 CX0286'WSMR ROUTE NO. 2, THENCE 4.35 MILES NORTHWEST ALONG WSMR ROUTE NO. 2
 CX0286'TO THE EAST GUARD GATE TO WSMR, PASS THROUGH GUARD GATE AND CONTINUE
 CX0286'WEST 0.15 MILE TO WSMR ROUTE NO. 252, THENCE NORTH 12.65 MILES ALONG
 CX0286'WSMR ROUTE NO. 252, 54 FEET EAST OF THE CENTERLINE OF WSMR ROUTE NO.
 CX0286'252, 4 FEET NORTHEAST OF A METAL WITNESS SIGN, SET IN THE TOP OF A 12
 CX0286'INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0732 ***********************************************************************
 DS0732  DESIGNATION -  L 319
 DS0732  PID         -  DS0732
 DS0732  STATE/COUNTY-  NM/SOCORRO
 DS0732  USGS QUAD   -  FOSTER WELL (1981)
 DS0732
 DS0732                         *CURRENT SURVEY CONTROL
 DS0732  ___________________________________________________________________
 DS0732* NAD 83(1986)-  33 31 10.     (N)    106 34 09.     (W)     SCALED    
 DS0732* NAVD 88     -      1430.968  (meters)    4694.77   (feet)  ADJUSTED  
 DS0732  ___________________________________________________________________
 DS0732  GEOID HEIGHT-         -22.33  (meters)                     GEOID03
 DS0732  DYNAMIC HT  -        1428.912 (meters)    4688.02  (feet)  COMP
 DS0732  MODELED GRAV-     979,150.2   (mgal)                       NAVD 88
 DS0732
 DS0732  VERT ORDER  -  SECOND    CLASS 0
 DS0732
 DS0732.The horizontal coordinates were scaled from a topographic map and have
 DS0732.an estimated accuracy of +/- 6 seconds.
 DS0732
 DS0732.The orthometric height was determined by differential leveling
 DS0732.and adjusted by the National Geodetic Survey in June 1991..
 DS0732
 DS0732.The geoid height was determined by GEOID03.
 DS0732
 DS0732.The dynamic height is computed by dividing the NAVD 88
 DS0732.geopotential number by the normal gravity value computed on the
 DS0732.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0732.degrees latitude (g = 980.6199 gals.).
 DS0732
 DS0732.The modeled gravity was interpolated from observed gravity values.
 DS0732
 DS0732;                    North         East    Units  Estimated Accuracy
 DS0732;SPC NM C     -   279,400.      470,350.      MT  (+/- 180 meters Scaled)
 DS0732
 DS0732                          SUPERSEDED SURVEY CONTROL
 DS0732
 DS0732  NGVD 29 (??/??/92) 1430.314  (m)         4692.62   (f) ADJ UNCH    2 0
 DS0732
 DS0732.Superseded values are not recommended for survey control.
 DS0732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0732.See file dsdata.txt to determine how the superseded data were derived.
 DS0732
 DS0732_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT542099(NAD 83)
 DS0732_MARKER: DB = BENCH MARK DISK
 DS0732_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0732_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0732_STAMPING: L 319 1965
 DS0732_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0732+STABILITY: SURFACE MOTION
 DS0732
 DS0732  HISTORY     - Date     Condition        Report By
 DS0732  HISTORY     - 1965     MONUMENTED       CGS
 DS0732  HISTORY     - 1966     GOOD             NGS
 DS0732
 DS0732                          STATION DESCRIPTION
 DS0732
 DS0732'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 DS0732'23.8 MI S FROM STALLION RANGE CENTER.
 DS0732'ABOUT 16.8 MILES SOUTHEAST ALONG WHITE SANDS MISSILE RANGE ROUTE 7
 DS0732'FROM THE HEADQUARTERS BUILDING AT STALLION RANGE CENTER, THENCE 3.95
 DS0732'MILES SOUTHWEST ALONG WHITE SANDS MISSILE RANGE ROUTE 13, THENCE 3.05
 DS0732'MILES SOUTH ALONG A BLADED DIRT ROAD, IN S 18, T 9 S, R 4 E, 106 FEET
 DS0732'NORTHWEST OF THE CENTER OF THE JUNCTION OF ROUTE 13 AND A ROAD WHICH
 DS0732'LEADS SOUTHWEST, 48 FEET WEST OF THE CENTER LINE OF ROUTE 13, 171 FEET
 DS0732'EAST OF A LARGE COTTONWOOD TREE, 162 FEET NORTHEAST OF THE NORTHEAST
 DS0732'CORNER OF AN ABANDONED WOODEN BUILDING, 3 FEET WEST OF A METAL WITNESS
 DS0732'POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD, AND SET IN THE TOP OF
 DS0732'A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0209 ***********************************************************************
 CW0209  DESIGNATION -  L 32
 CW0209  PID         -  CW0209
 CW0209  STATE/COUNTY-  NM/EDDY
 CW0209  USGS QUAD   -  CARLSBAD CAVERNS (1979)
 CW0209
 CW0209                         *CURRENT SURVEY CONTROL
 CW0209  ___________________________________________________________________
 CW0209* NAD 83(1986)-  32 10 35.     (N)    104 22 55.     (W)     SCALED    
 CW0209* NAVD 88     -      1112.271  (meters)    3649.18   (feet)  ADJUSTED  
 CW0209  ___________________________________________________________________
 CW0209  GEOID HEIGHT-         -24.29  (meters)                     GEOID03
 CW0209  DYNAMIC HT  -        1110.623 (meters)    3643.77  (feet)  COMP
 CW0209  MODELED GRAV-     979,120.0   (mgal)                       NAVD 88
 CW0209
 CW0209  VERT ORDER  -  FIRST     CLASS II
 CW0209
 CW0209.The horizontal coordinates were scaled from a topographic map and have
 CW0209.an estimated accuracy of +/- 6 seconds.
 CW0209
 CW0209.The orthometric height was determined by differential leveling
 CW0209.and adjusted by the National Geodetic Survey in June 1991..
 CW0209.WARNING-Repeat measurements at this control monument indicate possible
 CW0209.vertical movement.
 CW0209
 CW0209.The geoid height was determined by GEOID03.
 CW0209
 CW0209.The dynamic height is computed by dividing the NAVD 88
 CW0209.geopotential number by the normal gravity value computed on the
 CW0209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0209.degrees latitude (g = 980.6199 gals.).
 CW0209
 CW0209.The modeled gravity was interpolated from observed gravity values.
 CW0209
 CW0209;                    North         East    Units  Estimated Accuracy
 CW0209;SPC NM E     -   130,430.      160,420.      MT  (+/- 180 meters Scaled)
 CW0209
 CW0209                          SUPERSEDED SURVEY CONTROL
 CW0209
 CW0209  NGVD 29 (??/??/92) 1111.740  (m)         3647.43   (f) ADJ UNCH    1 2
 CW0209
 CW0209.Superseded values are not recommended for survey control.
 CW0209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0209.See file dsdata.txt to determine how the superseded data were derived.
 CW0209
 CW0209_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SER582601(NAD 83)
 CW0209_MARKER: DD = SURVEY DISK
 CW0209_SETTING: 66 = SET IN ROCK OUTCROP
 CW0209_SP_SET: ROCK CLIFF
 CW0209_STAMPING: L 32 1933 3647
 CW0209_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CW0209+STABILITY: POSITION/ELEVATION WELL
 CW0209
 CW0209  HISTORY     - Date     Condition        Report By
 CW0209  HISTORY     - 1933     MONUMENTED       USGS
 CW0209  HISTORY     - 1958     GOOD             NGS
 CW0209  HISTORY     - 1977     MARK NOT FOUND   NGS
 CW0209
 CW0209                          STATION DESCRIPTION
 CW0209
 CW0209'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 CW0209'0.25 MI NW FROM WHITES CITY.
 CW0209'ABOUT 0.25 MILE NORTHWEST ALONG STATE HIGHWAY 7 FROM THE POST OFFICE
 CW0209'AT WHITES CITY, IN THE TOP OF THE SOUTH-SOUTHEAST END OF A ROCK CLIFF
 CW0209'ON THE SOUTHWEST SIDE OF BAT CAVE CANYON, ABOUT 300 FEET SOUTHWEST OF
 CW0209'THE CENTER LINE OF THE HIGHWAY, ABOUT 0.1 MILE SOUTH OF AND ACROSS BAT
 CW0209'CAVE CANYON FROM THE ENTRANCE TO CARLSBAD CAVERN NATIONAL PARK, AND
 CW0209'ABOUT 4 FEET BELOW THE LEVEL OF THE HIGHWAY.
 CW0209
 CW0209                          STATION RECOVERY (1977)
 CW0209
 CW0209'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CW0209'THE INPRINT OF THE DISK AND THE HOLE FOUND AT THE MARK LOCATION.
 CW0209'BELIEVED DISK REMOVED AND THE MARK DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0144 ***********************************************************************
 FP0144  DESIGNATION -  L 32
 FP0144  PID         -  FP0144
 FP0144  STATE/COUNTY-  NM/MCKINLEY
 FP0144  USGS QUAD   -  TWIN LAKES (1979)
 FP0144
 FP0144                         *CURRENT SURVEY CONTROL
 FP0144  ___________________________________________________________________
 FP0144* NAD 83(1986)-  35 38 07.     (N)    108 49 46.     (W)     SCALED    
 FP0144* NAVD 88     -      2027.835  (meters)    6652.99   (feet)  ADJUSTED  
 FP0144  ___________________________________________________________________
 FP0144  GEOID HEIGHT-         -21.06  (meters)                     GEOID03
 FP0144  DYNAMIC HT  -        2025.002 (meters)    6643.69  (feet)  COMP
 FP0144  MODELED GRAV-     979,163.9   (mgal)                       NAVD 88
 FP0144
 FP0144  VERT ORDER  -  FIRST     CLASS II
 FP0144
 FP0144.The horizontal coordinates were scaled from a topographic map and have
 FP0144.an estimated accuracy of +/- 6 seconds.
 FP0144
 FP0144.The orthometric height was determined by differential leveling
 FP0144.and adjusted by the National Geodetic Survey in June 1991..
 FP0144
 FP0144.The geoid height was determined by GEOID03.
 FP0144
 FP0144.The dynamic height is computed by dividing the NAVD 88
 FP0144.geopotential number by the normal gravity value computed on the
 FP0144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0144.degrees latitude (g = 980.6199 gals.).
 FP0144
 FP0144.The modeled gravity was interpolated from observed gravity values.
 FP0144
 FP0144;                    North         East    Units  Estimated Accuracy
 FP0144;SPC NM W     -   514,510.      739,780.      MT  (+/- 180 meters Scaled)
 FP0144
 FP0144                          SUPERSEDED SURVEY CONTROL
 FP0144
 FP0144  NGVD 29 (??/??/92) 2026.880  (m)         6649.86   (f) ADJ UNCH    1 2
 FP0144
 FP0144.Superseded values are not recommended for survey control.
 FP0144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0144.See file dsdata.txt to determine how the superseded data were derived.
 FP0144
 FP0144_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXE965456(NAD 83)
 FP0144_MARKER: DB = BENCH MARK DISK
 FP0144_SETTING: 0 = UNSPECIFIED SETTING
 FP0144_STAMPING: 6649.855 L 32 1933
 FP0144_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FP0144
 FP0144  HISTORY     - Date     Condition        Report By
 FP0144  HISTORY     - 1933     MONUMENTED       CGS
 FP0144  HISTORY     - 1934     GOOD             NGS
 FP0144
 FP0144                          STATION DESCRIPTION
 FP0144
 FP0144'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 FP0144'8.3 MI N FROM GALLUP.
 FP0144'ABOUT 8.3 MILES NORTH ALONG US HIGHWAY 666 FROM THE POST OFFICE AT
 FP0144'GALLUP, THENCE ABOUT 2.8 MILES WEST ALONG STATE HIGHWAY 68, ABOUT 193
 FP0144'FEET WEST OF THE JUNCTION OF A ROAD LEADING TO THE KENNEDY STORE, ON A
 FP0144'WEST SLOPE, 20 FEET SOUTH OF THE CENTERLINE OF THE MAIN ROAD, ON THE
 FP0144'TOP OF THE BACK SLOPE OF A CUT IN THE ROAD, AND ABOUT 2 FEET HIGHER
 FP0144'THAN THE ROAD.  A STANDARD DISK STAMPED 6649.855 L 32 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0222 ***********************************************************************
 DS0222  DESIGNATION -  L 320
 DS0222  PID         -  DS0222
 DS0222  STATE/COUNTY-  NM/SOCORRO
 DS0222  USGS QUAD   -  OSCURA PEAK (1982)
 DS0222
 DS0222                         *CURRENT SURVEY CONTROL
 DS0222  ___________________________________________________________________
 DS0222* NAD 83(1986)-  33 39 42.     (N)    106 15 02.     (W)     SCALED    
 DS0222* NAVD 88     -      1625.560  (meters)    5333.19   (feet)  ADJUSTED  
 DS0222  ___________________________________________________________________
 DS0222  GEOID HEIGHT-         -21.35  (meters)                     GEOID03
 DS0222  DYNAMIC HT  -        1623.172 (meters)    5325.36  (feet)  COMP
 DS0222  MODELED GRAV-     979,110.6   (mgal)                       NAVD 88
 DS0222
 DS0222  VERT ORDER  -  SECOND    CLASS 0
 DS0222
 DS0222.The horizontal coordinates were scaled from a topographic map and have
 DS0222.an estimated accuracy of +/- 6 seconds.
 DS0222
 DS0222.The orthometric height was determined by differential leveling
 DS0222.and adjusted by the National Geodetic Survey in June 1991..
 DS0222
 DS0222.The geoid height was determined by GEOID03.
 DS0222
 DS0222.The dynamic height is computed by dividing the NAVD 88
 DS0222.geopotential number by the normal gravity value computed on the
 DS0222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0222.degrees latitude (g = 980.6199 gals.).
 DS0222
 DS0222.The modeled gravity was interpolated from observed gravity values.
 DS0222
 DS0222;                    North         East    Units  Estimated Accuracy
 DS0222;SPC NM C     -   295,130.      499,950.      MT  (+/- 180 meters Scaled)
 DS0222
 DS0222                          SUPERSEDED SURVEY CONTROL
 DS0222
 DS0222  NGVD 29 (??/??/92) 1624.824  (m)         5330.78   (f) ADJ UNCH    2 0
 DS0222
 DS0222.Superseded values are not recommended for survey control.
 DS0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0222.See file dsdata.txt to determine how the superseded data were derived.
 DS0222
 DS0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT840253(NAD 83)
 DS0222_MARKER: DB = BENCH MARK DISK
 DS0222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0222_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0222_STAMPING: L 320 1968
 DS0222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0222+STABILITY: SURFACE MOTION
 DS0222
 DS0222  HISTORY     - Date     Condition        Report By
 DS0222  HISTORY     - 1968     MONUMENTED       CGS
 DS0222  HISTORY     - 1969     GOOD             NGS
 DS0222
 DS0222                          STATION DESCRIPTION
 DS0222
 DS0222'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 DS0222'19.7 MI NW FROM OSCURO.
 DS0222'ABOUT 7.75 MILES NORTHWEST ALONG WHITE SANDS MISSILE RANGE ROUTE 12
 DS0222'FROM THE STORE AT OSCURO, THENCE 11.95 MILES NORTHWEST ALONG WHITE
 DS0222'SANDS MISSILE RANGE ROUTE 9, 86 YARDS SOUTHWEST OF THE SOUTHWEST
 DS0222'CORNER OF THE FRENCHMAN TANK, 88 FEET WEST OF THE CENTER LINE OF THE
 DS0222'ROUTE, 132 FEET WEST AND ACROSS THE ROUTE FROM A FENCE, 3.3 FEET NORTH
 DS0222'OF A METAL WITNESS POST, ABOUT 4 FEET ABOVE THE LEVEL OF THE ROUTE,
 DS0222'AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 8 INCHES ABOVE
 DS0222'THE SURFACE OF THE GROUND.  SEC 31, T 7S, R 7E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0341 ***********************************************************************
 CX0341  DESIGNATION -  L 321
 CX0341  PID         -  CX0341
 CX0341  STATE/COUNTY-  NM/OTERO
 CX0341  USGS QUAD   -  LAKE LUCERO NE (1982)
 CX0341
 CX0341                         *CURRENT SURVEY CONTROL
 CX0341  ___________________________________________________________________
 CX0341* NAD 83(1986)-  32 38 14.     (N)    106 16 04.     (W)     SCALED    
 CX0341* NAVD 88     -      1208.187  (meters)    3963.86   (feet)  ADJUSTED  
 CX0341  ___________________________________________________________________
 CX0341  GEOID HEIGHT-         -23.38  (meters)                     GEOID03
 CX0341  DYNAMIC HT  -        1206.417 (meters)    3958.05  (feet)  COMP
 CX0341  MODELED GRAV-     979,132.1   (mgal)                       NAVD 88
 CX0341
 CX0341  VERT ORDER  -  FIRST     CLASS II
 CX0341
 CX0341.The horizontal coordinates were scaled from a topographic map and have
 CX0341.an estimated accuracy of +/- 6 seconds.
 CX0341
 CX0341.The orthometric height was determined by differential leveling
 CX0341.and adjusted by the National Geodetic Survey in June 1991..
 CX0341
 CX0341.The geoid height was determined by GEOID03.
 CX0341
 CX0341.The dynamic height is computed by dividing the NAVD 88
 CX0341.geopotential number by the normal gravity value computed on the
 CX0341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0341.degrees latitude (g = 980.6199 gals.).
 CX0341
 CX0341.The modeled gravity was interpolated from observed gravity values.
 CX0341
 CX0341;                    North         East    Units  Estimated Accuracy
 CX0341;SPC NM C     -   181,520.      498,330.      MT  (+/- 180 meters Scaled)
 CX0341
 CX0341                          SUPERSEDED SURVEY CONTROL
 CX0341
 CX0341  NGVD 29 (??/??/92) 1207.610  (m)         3961.97   (f) ADJ UNCH    1 2
 CX0341
 CX0341.Superseded values are not recommended for survey control.
 CX0341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0341.See file dsdata.txt to determine how the superseded data were derived.
 CX0341
 CX0341_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS810117(NAD 83)
 CX0341_MARKER: DB = BENCH MARK DISK
 CX0341_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CX0341_SP_SET: MONUMENT
 CX0341_STAMPING: L 321 1966
 CX0341_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX0341
 CX0341  HISTORY     - Date     Condition        Report By
 CX0341  HISTORY     - 1966     MONUMENTED       CGS
 CX0341  HISTORY     - 1968     GOOD             NGS
 CX0341
 CX0341                          STATION DESCRIPTION
 CX0341
 CX0341'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CX0341'12.0 MI SW FROM WHITE SANDS NAT MON HDQ.
 CX0341'11.5 MILES, SOUTHWEST, ALONG U. S. HIGHWAY 70 FROM WHITE SANDS
 CX0341'NATIONAL MONUMENT HEADQUARTERS.  THENCE LEFT, THROUGH GATE, SOUTHWEST
 CX0341'ON GRAVELED ROAD 0.6 MILES TO BENCH MARK 55 FEET NORTH OF THE
 CX0341'CENTERLINE OF GRAVELED ROAD AND 3 FEET NORTH OF METAL WITNESS SIGN SET
 CX0341'IN THE TOP OF A CONCRETE MONUMENT THAT IS 12-INCHES IN DIAMETER AND
 CX0341'THAT PROJECTS 3 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0345 ***********************************************************************
 CX0345  DESIGNATION -  L 322
 CX0345  PID         -  CX0345
 CX0345  STATE/COUNTY-  NM/OTERO
 CX0345  USGS QUAD   -  LAKE LUCERO NE (1982)
 CX0345
 CX0345                         *CURRENT SURVEY CONTROL
 CX0345  ___________________________________________________________________
 CX0345* NAD 83(1986)-  32 43 25.     (N)    106 19 58.     (W)     SCALED    
 CX0345* NAVD 88     -      1239.101  (meters)    4065.28   (feet)  ADJUSTED  
 CX0345  ___________________________________________________________________
 CX0345  GEOID HEIGHT-         -23.36  (meters)                     GEOID03
 CX0345  DYNAMIC HT  -        1237.287 (meters)    4059.33  (feet)  COMP
 CX0345  MODELED GRAV-     979,131.4   (mgal)                       NAVD 88
 CX0345
 CX0345  VERT ORDER  -  SECOND    CLASS 0
 CX0345
 CX0345.The horizontal coordinates were scaled from a topographic map and have
 CX0345.an estimated accuracy of +/- 6 seconds.
 CX0345
 CX0345.The orthometric height was determined by differential leveling
 CX0345.and adjusted by the National Geodetic Survey in June 1991..
 CX0345
 CX0345.The geoid height was determined by GEOID03.
 CX0345
 CX0345.The dynamic height is computed by dividing the NAVD 88
 CX0345.geopotential number by the normal gravity value computed on the
 CX0345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0345.degrees latitude (g = 980.6199 gals.).
 CX0345
 CX0345.The modeled gravity was interpolated from observed gravity values.
 CX0345
 CX0345;                    North         East    Units  Estimated Accuracy
 CX0345;SPC NM C     -   191,110.      492,240.      MT  (+/- 180 meters Scaled)
 CX0345
 CX0345                          SUPERSEDED SURVEY CONTROL
 CX0345
 CX0345  NGVD 29 (??/??/92) 1238.510  (m)         4063.34   (f) ADJ UNCH    2 0
 CX0345
 CX0345.Superseded values are not recommended for survey control.
 CX0345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0345.See file dsdata.txt to determine how the superseded data were derived.
 CX0345
 CX0345_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS751214(NAD 83)
 CX0345_MARKER: DB = BENCH MARK DISK
 CX0345_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CX0345_SP_SET: MONUMENT
 CX0345_STAMPING: L 322 1966
 CX0345_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX0345
 CX0345  HISTORY     - Date     Condition        Report By
 CX0345  HISTORY     - 1966     MONUMENTED       CGS
 CX0345
 CX0345                          STATION DESCRIPTION
 CX0345
 CX0345'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 CX0345'10.3 MI SW FROM WHITE SANDS NATL MON HQ.
 CX0345'9.0 MILES SOUTHWEST FROM WHITE SANDS NATIONAL MONUMENT HEADQUARTERS
 CX0345'ALONG U.S. HIGHWAY 70.  THENCE WEST-NORTHWEST 3.0 MILES ALONG A BLADED
 CX0345'ROAD TO A FORK, CONTINUE NORTHWEST 0.15 MILE ON THE RIGHT FORK TO A T
 CX0345'JUNCTION WITH OLD HIGHWAY 70, NOW WSMR ROUTE NO. 271, CONTINUE
 CX0345'NORTHWEST 3.2 MILES ALONG WSMR NO. 271, 30 FEET EAST OF THE CENTERLINE
 CX0345'OF WSMR NO. 271, 5 FEET EAST OF A METAL WITNESS SIGN, SET IN THE TOP
 CX0345'OF A ROUND CONCRETE MONUMENT THAT PROJECTS 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0152 ***********************************************************************
 DS0152  DESIGNATION -  L 323
 DS0152  PID         -  DS0152
 DS0152  STATE/COUNTY-  NM/LINCOLN
 DS0152  USGS QUAD   -  BULL GAP SW (1981)
 DS0152
 DS0152                         *CURRENT SURVEY CONTROL
 DS0152  ___________________________________________________________________
 DS0152* NAD 83(1986)-  33 36 00.     (N)    106 09 30.     (W)     SCALED    
 DS0152* NAVD 88     -      1490.331  (meters)    4889.53   (feet)  ADJUSTED  
 DS0152  ___________________________________________________________________
 DS0152  GEOID HEIGHT-         -21.37  (meters)                     GEOID03
 DS0152  DYNAMIC HT  -        1488.188 (meters)    4882.50  (feet)  COMP
 DS0152  MODELED GRAV-     979,147.1   (mgal)                       NAVD 88
 DS0152
 DS0152  VERT ORDER  -  SECOND    CLASS 0
 DS0152
 DS0152.The horizontal coordinates were scaled from a topographic map and have
 DS0152.an estimated accuracy of +/- 6 seconds.
 DS0152
 DS0152.The orthometric height was determined by differential leveling
 DS0152.and adjusted by the National Geodetic Survey in June 1991..
 DS0152
 DS0152.The geoid height was determined by GEOID03.
 DS0152
 DS0152.The dynamic height is computed by dividing the NAVD 88
 DS0152.geopotential number by the normal gravity value computed on the
 DS0152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0152.degrees latitude (g = 980.6199 gals.).
 DS0152
 DS0152.The modeled gravity was interpolated from observed gravity values.
 DS0152
 DS0152;                    North         East    Units  Estimated Accuracy
 DS0152;SPC NM C     -   288,300.      508,510.      MT  (+/- 180 meters Scaled)
 DS0152
 DS0152                          SUPERSEDED SURVEY CONTROL
 DS0152
 DS0152  NGVD 29 (??/??/92) 1489.657  (m)         4887.32   (f) ADJ UNCH    2 0
 DS0152
 DS0152.Superseded values are not recommended for survey control.
 DS0152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0152.See file dsdata.txt to determine how the superseded data were derived.
 DS0152
 DS0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT925184(NAD 83)
 DS0152_MARKER: DB = BENCH MARK DISK
 DS0152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0152_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0152_STAMPING: L 323 1968
 DS0152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0152+STABILITY: SURFACE MOTION
 DS0152
 DS0152  HISTORY     - Date     Condition        Report By
 DS0152  HISTORY     - 1968     MONUMENTED       CGS
 DS0152  HISTORY     - 1969     GOOD             NGS
 DS0152
 DS0152                          STATION DESCRIPTION
 DS0152
 DS0152'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 DS0152'13.1 MI NW FROM OSCURO.
 DS0152'ABOUT 7.05 MILES NORTHWEST ALONG WHITE SANDS MISSILE RANGE ROUTE 12
 DS0152'FROM THE STORE AT OSCURO, THENCE 6.05 MILES NORTH ALONG WHITE SANDS
 DS0152'MISSILE RANGE ROUTE 11, 57 FEET EAST OF THE CENTER LINE OF THE ROUTE,
 DS0152'14 FEET NORTHWEST OF TELEPHONE POLE NUMBER 200, 3.6 FEET NORTH OF A
 DS0152'METAL WITNESS POST, ABOUT LEVEL WITH THE ROUTE, AND SET IN THE TOP OF
 DS0152'A CONCRETE POST WHICH PROJECTS 7 INCHES ABOVE THE SURFACE OF THE
 DS0152'GROUND.  1/4, SEC 19, T 8S, R 8E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0693 ***********************************************************************
 DS0693  DESIGNATION -  L 327
 DS0693  PID         -  DS0693
 DS0693  STATE/COUNTY-  NM/SOCORRO
 DS0693  USGS QUAD   -  GRANJEAN WELL (1981)
 DS0693
 DS0693                         *CURRENT SURVEY CONTROL
 DS0693  ___________________________________________________________________
 DS0693* NAD 83(1986)-  33 42 38.     (N)    106 40 50.     (W)     SCALED    
 DS0693* NAVD 88     -      1458.215  (meters)    4784.16   (feet)  ADJUSTED  
 DS0693  ___________________________________________________________________
 DS0693  GEOID HEIGHT-         -22.43  (meters)                     GEOID03
 DS0693  DYNAMIC HT  -        1456.128 (meters)    4777.31  (feet)  COMP
 DS0693  MODELED GRAV-     979,154.8   (mgal)                       NAVD 88
 DS0693
 DS0693  VERT ORDER  -  SECOND    CLASS 0
 DS0693
 DS0693.The horizontal coordinates were scaled from a topographic map and have
 DS0693.an estimated accuracy of +/- 6 seconds.
 DS0693
 DS0693.The orthometric height was determined by differential leveling
 DS0693.and adjusted by the National Geodetic Survey in June 1991..
 DS0693
 DS0693.The geoid height was determined by GEOID03.
 DS0693
 DS0693.The dynamic height is computed by dividing the NAVD 88
 DS0693.geopotential number by the normal gravity value computed on the
 DS0693.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0693.degrees latitude (g = 980.6199 gals.).
 DS0693
 DS0693.The modeled gravity was interpolated from observed gravity values.
 DS0693
 DS0693;                    North         East    Units  Estimated Accuracy
 DS0693;SPC NM C     -   300,640.      460,090.      MT  (+/- 180 meters Scaled)
 DS0693
 DS0693                          SUPERSEDED SURVEY CONTROL
 DS0693
 DS0693  NGVD 29 (??/??/92) 1457.545  (m)         4781.96   (f) ADJ UNCH    2 0
 DS0693
 DS0693.Superseded values are not recommended for survey control.
 DS0693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0693.See file dsdata.txt to determine how the superseded data were derived.
 DS0693
 DS0693_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT442313(NAD 83)
 DS0693_MARKER: DB = BENCH MARK DISK
 DS0693_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0693_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0693_STAMPING: L 327 1966
 DS0693_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0693+STABILITY: SURFACE MOTION
 DS0693
 DS0693  HISTORY     - Date     Condition        Report By
 DS0693  HISTORY     - 1966     MONUMENTED       CGS
 DS0693
 DS0693                          STATION DESCRIPTION
 DS0693
 DS0693'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 DS0693'8.35 MI S FROM STALLION RANGE CENTER.
 DS0693'ABOUT 0.35 MILE NORTHWEST ALONG WHITE SANDS MISSILE RANGE ROUTE 7 FROM
 DS0693'THE HEADQUARTERS BUILDING AT STALLION RANGE CENTER, THENCE 8.0 MILES
 DS0693'SOUTH ALONG WHITE SANDS MISSILE RANGE ROUTE 5, IN S 12, T 7 S, R 2 E,
 DS0693'0.2 MILE EAST OF A ROW OF TELEPHONE POLES, ON THE INSIDE OF A LARGE
 DS0693'CURVE IN THE ROAD, 94 FEET WEST OF THE CENTER LINE OF THE ROAD, 1.2
 DS0693'FEET WEST OF A METAL WITNESS POST, ABOUT 3 FEET ABOVE THE LEVEL OF THE
 DS0693'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0706 ***********************************************************************
 DS0706  DESIGNATION -  L 328
 DS0706  PID         -  DS0706
 DS0706  STATE/COUNTY-  NM/SOCORRO
 DS0706  USGS QUAD   -  BLAKEMORE WELL (1981)
 DS0706
 DS0706                         *CURRENT SURVEY CONTROL
 DS0706  ___________________________________________________________________
 DS0706* NAD 83(1986)-  33 30 57.     (N)    106 40 00.     (W)     SCALED    
 DS0706* NAVD 88     -      1429.894  (meters)    4691.24   (feet)  ADJUSTED  
 DS0706  ___________________________________________________________________
 DS0706  GEOID HEIGHT-         -22.45  (meters)                     GEOID03
 DS0706  DYNAMIC HT  -        1427.847 (meters)    4684.53  (feet)  COMP
 DS0706  MODELED GRAV-     979,155.7   (mgal)                       NAVD 88
 DS0706
 DS0706  VERT ORDER  -  SECOND    CLASS 0
 DS0706
 DS0706.The horizontal coordinates were scaled from a topographic map and have
 DS0706.an estimated accuracy of +/- 6 seconds.
 DS0706
 DS0706.The orthometric height was determined by differential leveling
 DS0706.and adjusted by the National Geodetic Survey in June 1991..
 DS0706
 DS0706.The geoid height was determined by GEOID03.
 DS0706
 DS0706.The dynamic height is computed by dividing the NAVD 88
 DS0706.geopotential number by the normal gravity value computed on the
 DS0706.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0706.degrees latitude (g = 980.6199 gals.).
 DS0706
 DS0706.The modeled gravity was interpolated from observed gravity values.
 DS0706
 DS0706;                    North         East    Units  Estimated Accuracy
 DS0706;SPC NM C     -   279,030.      461,290.      MT  (+/- 180 meters Scaled)
 DS0706
 DS0706                          SUPERSEDED SURVEY CONTROL
 DS0706
 DS0706  NGVD 29 (??/??/92) 1429.247  (m)         4689.12   (f) ADJ UNCH    2 0
 DS0706
 DS0706.Superseded values are not recommended for survey control.
 DS0706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0706.See file dsdata.txt to determine how the superseded data were derived.
 DS0706
 DS0706_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT452097(NAD 83)
 DS0706_MARKER: DB = BENCH MARK DISK
 DS0706_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0706_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0706_STAMPING: L 328 1966
 DS0706_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0706+STABILITY: SURFACE MOTION
 DS0706
 DS0706  HISTORY     - Date     Condition        Report By
 DS0706  HISTORY     - 1966     MONUMENTED       CGS
 DS0706
 DS0706                          STATION DESCRIPTION
 DS0706
 DS0706'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 DS0706'22.4 MI S FROM STALLION RANGE CENTER.
 DS0706'ABOUT 0.35 MILE NORTHWEST ALONG WHITE SANDS MISSILE RANGE ROUTE 7 FROM
 DS0706'THE HEADQUARTERS BUILDING AT STALLION RANGE CENTER, THENCE 22.05 MILES
 DS0706'SOUTH ALONG WHITE SANDS MISSILE RANGE ROUTE 5, IN S 19, T 9 S, R 2 E,
 DS0706'151 FEET EAST OF THE CENTER LINE OF THE ROAD, 21 FEET NORTH OF THE
 DS0706'MORE WESTERLY OF TWO TELEPHONE POLES BRACED BY 4 GUY WIRES, IN LINE
 DS0706'WITH A ROW OF TELEPHONE POLES AND BETWEEN TWO GUY WIRES, 1.4 FEET
 DS0706'SOUTH OF A METAL WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE
 DS0706'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0516 ***********************************************************************
 DS0516  DESIGNATION -  L 329
 DS0516  PID         -  DS0516
 DS0516  STATE/COUNTY-  NM/SIERRA
 DS0516  USGS QUAD   -  HARDSCRABBLE MOUNTAINS (1981)
 DS0516
 DS0516                         *CURRENT SURVEY CONTROL
 DS0516  ___________________________________________________________________
 DS0516* NAD 83(1986)-  33 13 09.     (N)    106 42 56.     (W)     SCALED    
 DS0516* NAVD 88     -      1943.653  (meters)    6376.80   (feet)  ADJUSTED  
 DS0516  ___________________________________________________________________
 DS0516  GEOID HEIGHT-         -22.11  (meters)                     GEOID03
 DS0516  DYNAMIC HT  -        1940.687 (meters)    6367.07  (feet)  COMP
 DS0516  MODELED GRAV-     979,040.9   (mgal)                       NAVD 88
 DS0516
 DS0516  VERT ORDER  -  SECOND    CLASS 0
 DS0516
 DS0516.The horizontal coordinates were scaled from a topographic map and have
 DS0516.an estimated accuracy of +/- 6 seconds.
 DS0516
 DS0516.The orthometric height was determined by differential leveling
 DS0516.and adjusted by the National Geodetic Survey in June 1991..
 DS0516
 DS0516.The geoid height was determined by GEOID03.
 DS0516
 DS0516.The dynamic height is computed by dividing the NAVD 88
 DS0516.geopotential number by the normal gravity value computed on the
 DS0516.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0516.degrees latitude (g = 980.6199 gals.).
 DS0516
 DS0516.The modeled gravity was interpolated from observed gravity values.
 DS0516
 DS0516;                    North         East    Units  Estimated Accuracy
 DS0516;SPC NM W     -   246,620.      934,200.      MT  (+/- 180 meters Scaled)
 DS0516
 DS0516                          SUPERSEDED SURVEY CONTROL
 DS0516
 DS0516  NGVD 29 (??/??/92) 1942.900  (m)         6374.33   (f) ADJ UNCH    2 0
 DS0516
 DS0516.Superseded values are not recommended for survey control.
 DS0516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0516.See file dsdata.txt to determine how the superseded data were derived.
 DS0516
 DS0516_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS401768(NAD 83)
 DS0516_MARKER: DB = BENCH MARK DISK
 DS0516_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0516_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0516_STAMPING: L 329 1966
 DS0516_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0516+STABILITY: SURFACE MOTION
 DS0516
 DS0516  HISTORY     - Date     Condition        Report By
 DS0516  HISTORY     - 1966     MONUMENTED       CGS
 DS0516
 DS0516                          STATION DESCRIPTION
 DS0516
 DS0516'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 DS0516'16.75 MI NW FROM RHODES CANYON RANGE CENTER.
 DS0516'ABOUT 16.75 MILES NORTHWEST ALONG WHITE SANDS MISSILE RANGE ROUTE 6,
 DS0516'FORMERLY STATE HIGHWAY 52, FROM THE HEADQUARTERS BUILDING AT RHODE
 DS0516'CANYON RANGE CENTER, IN S 34, T 12 S, R 2 E, 43 FEET SOUTHWEST OF THE
 DS0516'CENTER LINE OF THE ROAD, 87 FEET SOUTHWEST AND ACROSS THE ROAD FROM A
 DS0516'FENCE, 1.4 FEET SOUTHWEST OF A METAL WITNESS POST, ABOUT 3 FEET ABOVE
 DS0516'THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 DS0516'PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0214 ***********************************************************************
 CW0214  DESIGNATION -  L 33
 CW0214  PID         -  CW0214
 CW0214  STATE/COUNTY-  NM/EDDY
 CW0214  USGS QUAD   -  BLACK RIVER VILLAGE (1979)
 CW0214
 CW0214                         *CURRENT SURVEY CONTROL
 CW0214  ___________________________________________________________________
 CW0214* NAD 83(1986)-  32 11 43.     (N)    104 20 21.     (W)     SCALED    
 CW0214* NAVD 88     -      1065.106  (meters)    3494.44   (feet)  ADJUSTED  
 CW0214  ___________________________________________________________________
 CW0214  GEOID HEIGHT-         -24.45  (meters)                     GEOID03
 CW0214  DYNAMIC HT  -        1063.540 (meters)    3489.30  (feet)  COMP
 CW0214  MODELED GRAV-     979,133.1   (mgal)                       NAVD 88
 CW0214
 CW0214  VERT ORDER  -  FIRST     CLASS II
 CW0214
 CW0214.The horizontal coordinates were scaled from a topographic map and have
 CW0214.an estimated accuracy of +/- 6 seconds.
 CW0214
 CW0214.The orthometric height was determined by differential leveling
 CW0214.and adjusted by the National Geodetic Survey in June 1991..
 CW0214
 CW0214.The geoid height was determined by GEOID03.
 CW0214
 CW0214.The dynamic height is computed by dividing the NAVD 88
 CW0214.geopotential number by the normal gravity value computed on the
 CW0214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0214.degrees latitude (g = 980.6199 gals.).
 CW0214
 CW0214.The modeled gravity was interpolated from observed gravity values.
 CW0214
 CW0214;                    North         East    Units  Estimated Accuracy
 CW0214;SPC NM E     -   132,520.      164,450.      MT  (+/- 180 meters Scaled)
 CW0214
 CW0214                          SUPERSEDED SURVEY CONTROL
 CW0214
 CW0214  NGVD 29 (??/??/92) 1064.57   (m)         3492.7    (f) COMPUTED    1 2
 CW0214
 CW0214.Superseded values are not recommended for survey control.
 CW0214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0214.See file dsdata.txt to determine how the superseded data were derived.
 CW0214
 CW0214_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SER622622(NAD 83)
 CW0214_MARKER: DD = SURVEY DISK
 CW0214_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CW0214_SP_SET: CULVERT
 CW0214_STAMPING: L33 1933 3492
 CW0214_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CW0214
 CW0214  HISTORY     - Date     Condition        Report By
 CW0214  HISTORY     - 1933     MONUMENTED       USGS
 CW0214  HISTORY     - 1933     GOOD             NGS
 CW0214  HISTORY     - 1958     MARK NOT FOUND   NGS
 CW0214
 CW0214                          STATION DESCRIPTION
 CW0214
 CW0214'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 CW0214'16.9 MI SW FROM CARLSBAD.
 CW0214'16.9 MILES S. W. OF DEPOT ALONG U.S. HWY. NO. 62 2.9 MILES N.E. OF
 CW0214'WHITE CITY CAMP, ALONG HWY.  NO. 62, 240 FEET S.W. OF ROAD FORKS E. TO
 CW0214'GRAVEL PIT, AT FOOT OF HILL, IN TOP OF CENTER OF E. CONCRETE HEAD WALL
 CW0214'ON LARGE NEW CULVERT AND COW TRAIL UNDERPASS.
 CW0214
 CW0214                          STATION RECOVERY (1958)
 CW0214
 CW0214'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 CW0214'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0150 ***********************************************************************
 CX0150  DESIGNATION -  L 330
 CX0150  PID         -  CX0150
 CX0150  STATE/COUNTY-  NM/DONA ANA
 CX0150  USGS QUAD   -  HEART OF THE SANDS NW (1982)
 CX0150
 CX0150                         *CURRENT SURVEY CONTROL
 CX0150  ___________________________________________________________________
 CX0150* NAD 83(1986)-  32 56 30.     (N)    106 25 15.     (W)     SCALED    
 CX0150* NAVD 88     -      1191.438  (meters)    3908.91   (feet)  ADJUSTED  
 CX0150  ___________________________________________________________________
 CX0150  GEOID HEIGHT-         -23.29  (meters)                     GEOID03
 CX0150  DYNAMIC HT  -        1189.711 (meters)    3903.24  (feet)  COMP
 CX0150  MODELED GRAV-     979,148.1   (mgal)                       NAVD 88
 CX0150
 CX0150  VERT ORDER  -  SECOND    CLASS 0
 CX0150
 CX0150.The horizontal coordinates were scaled from a topographic map and have
 CX0150.an estimated accuracy of +/- 6 seconds.
 CX0150
 CX0150.The orthometric height was determined by differential leveling
 CX0150.and adjusted by the National Geodetic Survey in June 1991..
 CX0150
 CX0150.The geoid height was determined by GEOID03.
 CX0150
 CX0150.The dynamic height is computed by dividing the NAVD 88
 CX0150.geopotential number by the normal gravity value computed on the
 CX0150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0150.degrees latitude (g = 980.6199 gals.).
 CX0150
 CX0150.The modeled gravity was interpolated from observed gravity values.
 CX0150
 CX0150;                    North         East    Units  Estimated Accuracy
 CX0150;SPC NM C     -   215,300.      484,030.      MT  (+/- 180 meters Scaled)
 CX0150
 CX0150                          SUPERSEDED SURVEY CONTROL
 CX0150
 CX0150  NGVD 29 (??/??/92) 1190.839  (m)         3906.94   (f) ADJ UNCH    2 0
 CX0150
 CX0150.Superseded values are not recommended for survey control.
 CX0150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0150.See file dsdata.txt to determine how the superseded data were derived.
 CX0150
 CX0150_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS671457(NAD 83)
 CX0150_MARKER: DB = BENCH MARK DISK
 CX0150_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX0150_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CX0150_STAMPING: L 330 1966
 CX0150_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX0150+STABILITY: SURFACE MOTION
 CX0150
 CX0150  HISTORY     - Date     Condition        Report By
 CX0150  HISTORY     - 1966     MONUMENTED       CGS
 CX0150
 CX0150                          STATION DESCRIPTION
 CX0150
 CX0150'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 CX0150'17.25 MI S FROM RHODES CANYON RANGE CENTER.
 CX0150'ABOUT 4.0 MILES SOUTHEAST ALONG WHITE SANDS MISSILE RANGE ROUTE 6 FROM
 CX0150'THE HEADQUARTERS BUILDING AT RHODES CANYON RANGE CENTER, THENCE 3.1
 CX0150'MILES SOUTH ALONG WHITE SANDS MISSILE RANGE ROUTE 304, THENCE 10.15
 CX0150'MILES SOUTH ALONG A BLADED DIRT ROAD, IN S 10, T 16 S, R 5 E, 0.35
 CX0150'MILE NORTH OF THE WEST BOUNDARY OF THE NORTHRUP AIRSTRIP, 126 YARDS
 CX0150'WEST OF THE CENTER LINE OF THE PAVED RUNWAY, 250 FEET WEST OF THE
 CX0150'CENTER LINE OF THE ROAD, 3.3 FEET WEST OF A METAL WITNESS POST, ABOUT
 CX0150'1 1/2 FEET ABOVE THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A
 CX0150'CONCRETE POST PROJECTING 12 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0480 ***********************************************************************
 DS0480  DESIGNATION -  L 331
 DS0480  PID         -  DS0480
 DS0480  STATE/COUNTY-  NM/OTERO
 DS0480  USGS QUAD   -  LUMLEY LAKE NE (1982)
 DS0480
 DS0480                         *CURRENT SURVEY CONTROL
 DS0480  ___________________________________________________________________
 DS0480* NAD 83(1986)-  33 12 45.     (N)    106 16 39.     (W)     SCALED    
 DS0480* NAVD 88     -      1256.359  (meters)    4121.90   (feet)  ADJUSTED  
 DS0480  ___________________________________________________________________
 DS0480  GEOID HEIGHT-         -22.80  (meters)                     GEOID03
 DS0480  DYNAMIC HT  -        1254.552 (meters)    4115.98  (feet)  COMP
 DS0480  MODELED GRAV-     979,156.0   (mgal)                       NAVD 88
 DS0480
 DS0480  VERT ORDER  -  SECOND    CLASS 0
 DS0480
 DS0480.The horizontal coordinates were scaled from a topographic map and have
 DS0480.an estimated accuracy of +/- 6 seconds.
 DS0480
 DS0480.The orthometric height was determined by differential leveling
 DS0480.and adjusted by the National Geodetic Survey in June 1991..
 DS0480
 DS0480.The geoid height was determined by GEOID03.
 DS0480
 DS0480.The dynamic height is computed by dividing the NAVD 88
 DS0480.geopotential number by the normal gravity value computed on the
 DS0480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0480.degrees latitude (g = 980.6199 gals.).
 DS0480
 DS0480.The modeled gravity was interpolated from observed gravity values.
 DS0480
 DS0480;                    North         East    Units  Estimated Accuracy
 DS0480;SPC NM C     -   245,320.      497,440.      MT  (+/- 180 meters Scaled)
 DS0480
 DS0480                          SUPERSEDED SURVEY CONTROL
 DS0480
 DS0480  NGVD 29 (??/??/92) 1255.736  (m)         4119.86   (f) ADJ UNCH    2 0
 DS0480
 DS0480.Superseded values are not recommended for survey control.
 DS0480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0480.See file dsdata.txt to determine how the superseded data were derived.
 DS0480
 DS0480_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS809755(NAD 83)
 DS0480_MARKER: DB = BENCH MARK DISK
 DS0480_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DS0480_SP_SET: FOUNDATION
 DS0480_STAMPING: L 331 1966
 DS0480_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DS0480
 DS0480  HISTORY     - Date     Condition        Report By
 DS0480  HISTORY     - 1966     MONUMENTED       CGS
 DS0480
 DS0480                          STATION DESCRIPTION
 DS0480
 DS0480'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 DS0480'18.7 MI NE FROM RHODES CANYON RANGE CENTER.
 DS0480'ABOUT 11.4 MILES EAST ALONG WHITE SANDS MISSILE RANGE ROUTE 6 FROM THE
 DS0480'HEADQUARTERS BUILDING AT RHODES CANYON RANGE CENTER, THENCE 7.3 MILES
 DS0480'NORTH ALONG WHITE SANDS MISSILE RANGE ROUTE 17, OR ABOUT 6.75 MILES
 DS0480'WEST ALONG A GRAVELED AND PAVED ROAD FROM THE SOUTHERN PACIFIC
 DS0480'RAILROAD STATION AT TULAROSA, THENCE 11.85 MILES NORTHWEST ALONG WHITE
 DS0480'SANDS MISSILE RANGE ROUTE 9, THENCE 1.75 MILES SOUTHWEST ALONG WHITE
 DS0480'SANDS MISSILE RANGE ROUTE 17, AT WSMR INSTRUMENTATION SITE N.E. 50,
 DS0480'154 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, SET IN THE TOP AND
 DS0480'7 INCHES EAST OF THE WEST EDGE OF THE FOUNDATION FOR ASTRODOME S
 DS0480'29093, 31 FEET SOUTHWEST OF BUILDING 29090, 10 FEET SOUTH OF THE
 DS0480'NORTHWEST CORNER OF THE FOUNDATION, AND ABOUT 12 FEET ABOVE THE LEVEL
 DS0480'OF THE ROAD.  S 3, T 13 S, R 7 E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0728 ***********************************************************************
 DS0728  DESIGNATION -  L 332
 DS0728  PID         -  DS0728
 DS0728  STATE/COUNTY-  NM/SOCORRO
 DS0728  USGS QUAD   -  FOSTER WELL (1981)
 DS0728
 DS0728                         *CURRENT SURVEY CONTROL
 DS0728  ___________________________________________________________________
 DS0728* NAD 83(1986)-  33 33 48.     (N)    106 34 45.     (W)     SCALED    
 DS0728* NAVD 88     -      1425.033  (meters)    4675.30   (feet)  ADJUSTED  
 DS0728  ___________________________________________________________________
 DS0728  GEOID HEIGHT-         -22.39  (meters)                     GEOID03
 DS0728  DYNAMIC HT  -        1422.980 (meters)    4668.56  (feet)  COMP
 DS0728  MODELED GRAV-     979,147.1   (mgal)                       NAVD 88
 DS0728
 DS0728  VERT ORDER  -  SECOND    CLASS 0
 DS0728
 DS0728.The horizontal coordinates were scaled from a topographic map and have
 DS0728.an estimated accuracy of +/- 6 seconds.
 DS0728
 DS0728.The orthometric height was determined by differential leveling
 DS0728.and adjusted by the National Geodetic Survey in June 1991..
 DS0728
 DS0728.The geoid height was determined by GEOID03.
 DS0728
 DS0728.The dynamic height is computed by dividing the NAVD 88
 DS0728.geopotential number by the normal gravity value computed on the
 DS0728.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0728.degrees latitude (g = 980.6199 gals.).
 DS0728
 DS0728.The modeled gravity was interpolated from observed gravity values.
 DS0728
 DS0728;                    North         East    Units  Estimated Accuracy
 DS0728;SPC NM C     -   284,270.      469,440.      MT  (+/- 180 meters Scaled)
 DS0728
 DS0728                          SUPERSEDED SURVEY CONTROL
 DS0728
 DS0728  NGVD 29 (??/??/92) 1424.368  (m)         4673.11   (f) ADJ UNCH    2 0
 DS0728
 DS0728.Superseded values are not recommended for survey control.
 DS0728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0728.See file dsdata.txt to determine how the superseded data were derived.
 DS0728
 DS0728_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT534148(NAD 83)
 DS0728_MARKER: DB = BENCH MARK DISK
 DS0728_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0728_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0728_STAMPING: L 332 1966
 DS0728_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0728+STABILITY: SURFACE MOTION
 DS0728
 DS0728  HISTORY     - Date     Condition        Report By
 DS0728  HISTORY     - 1966     MONUMENTED       CGS
 DS0728
 DS0728                          STATION DESCRIPTION
 DS0728
 DS0728'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 DS0728'23.15 MI SE FROM STALLION RANGE CENTER.
 DS0728'ABOUT 0.35 MILE NORTHWEST ALONG WHITE SANDS MISSILE RANGE ROUTE 7 FROM
 DS0728'THE HEADQUARTERS BUILDING AT STALLION RANGE CENTER, THENCE 18.8 MILES
 DS0728'SOUTH ALONG WHITE SANDS MISSILE RANGE ROUTE 5, THENCE 4 MILES EAST
 DS0728'ALONG WHITE SANDS MISSILE RANGE ROUTE 26, IN S 36, T 8 S, R 3 E, 0.1
 DS0728'MILE WEST OF THE JUNCTION OF THE ROAD AND A TRACK ROAD, 125 FEET NORTH
 DS0728'OF THE CENTER LINE OF THE ROAD, 10 FEET WEST OF THE FIRST TELEPHONE
 DS0728'POLE WEST OF A TELEPHONE POLE BRACED BY TWO GUY WIRES, 1.8 FEET NORTH
 DS0728'OF A METAL WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD, AND
 DS0728'SET IN THE TOP OF A CONCRETE POST PROJECTING 12 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0716 ***********************************************************************
 DS0716  DESIGNATION -  L 333
 DS0716  PID         -  DS0716
 DS0716  STATE/COUNTY-  NM/SOCORRO
 DS0716  USGS QUAD   -  GRANJEAN WELL (1981)
 DS0716
 DS0716                         *CURRENT SURVEY CONTROL
 DS0716  ___________________________________________________________________
 DS0716* NAD 83(1986)-  33 39 28.     (N)    106 39 18.     (W)     SCALED    
 DS0716* NAVD 88     -      1436.174  (meters)    4711.85   (feet)  ADJUSTED  
 DS0716  ___________________________________________________________________
 DS0716  GEOID HEIGHT-         -22.47  (meters)                     GEOID03
 DS0716  DYNAMIC HT  -        1434.109 (meters)    4705.07  (feet)  COMP
 DS0716  MODELED GRAV-     979,149.3   (mgal)                       NAVD 88
 DS0716
 DS0716  VERT ORDER  -  SECOND    CLASS 0
 DS0716
 DS0716.The horizontal coordinates were scaled from a topographic map and have
 DS0716.an estimated accuracy of +/- 6 seconds.
 DS0716
 DS0716.The orthometric height was determined by differential leveling
 DS0716.and adjusted by the National Geodetic Survey in June 1991..
 DS0716
 DS0716.The geoid height was determined by GEOID03.
 DS0716
 DS0716.The dynamic height is computed by dividing the NAVD 88
 DS0716.geopotential number by the normal gravity value computed on the
 DS0716.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0716.degrees latitude (g = 980.6199 gals.).
 DS0716
 DS0716.The modeled gravity was interpolated from observed gravity values.
 DS0716
 DS0716;                    North         East    Units  Estimated Accuracy
 DS0716;SPC NM C     -   294,770.      462,440.      MT  (+/- 180 meters Scaled)
 DS0716
 DS0716                          SUPERSEDED SURVEY CONTROL
 DS0716
 DS0716  NGVD 29 (??/??/92) 1435.502  (m)         4709.64   (f) ADJ UNCH    2 0
 DS0716
 DS0716.Superseded values are not recommended for survey control.
 DS0716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0716.See file dsdata.txt to determine how the superseded data were derived.
 DS0716
 DS0716_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT465254(NAD 83)
 DS0716_MARKER: DB = BENCH MARK DISK
 DS0716_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0716_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0716_STAMPING: L 333 1966
 DS0716_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0716+STABILITY: SURFACE MOTION
 DS0716
 DS0716  HISTORY     - Date     Condition        Report By
 DS0716  HISTORY     - 1966     MONUMENTED       CGS
 DS0716
 DS0716                          STATION DESCRIPTION
 DS0716
 DS0716'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 DS0716'13.55 MI S FROM STALLION RANGE CENTER.
 DS0716'ABOUT 0.35 MILE NORTHWEST ALONG WHITE SANDS MISSILE RANGE ROUTE 7 FROM
 DS0716'THE HEADQUARTERS BUILDING AT STALLION RANGE CENTER, THENCE 11.15 MILES
 DS0716'SOUTH ALONG WHITE SANDS MISSILE RANGE ROUTE 5, THENCE 2.05 MILES EAST
 DS0716'ALONG WHITE SANDS MISSILE RANGE ROUTE 22, IN S 31, T 7 S, R 3 E 66
 DS0716'FEET NORTH OF THE CENTER LINE OF THE ROAD, 1.5 FEET WEST OF A METAL
 DS0716'WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 DS0716'CONCRETE POST WHICH PROJECTS 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0502 ***********************************************************************
 CX0502  DESIGNATION -  L 334
 CX0502  PID         -  CX0502
 CX0502  STATE/COUNTY-  NM/DONA ANA
 CX0502  USGS QUAD   -  NEWMAN SW (1955)
 CX0502
 CX0502                         *CURRENT SURVEY CONTROL
 CX0502  ___________________________________________________________________
 CX0502* NAD 83(1986)-  32 06 24.     (N)    106 23 52.     (W)     SCALED    
 CX0502* NAVD 88     -      1241.190  (meters)    4072.14   (feet)  ADJUSTED  
 CX0502  ___________________________________________________________________
 CX0502  GEOID HEIGHT-         -23.87  (meters)                     GEOID03
 CX0502  DYNAMIC HT  -        1239.312 (meters)    4065.98  (feet)  COMP
 CX0502  MODELED GRAV-     979,083.7   (mgal)                       NAVD 88
 CX0502
 CX0502  VERT ORDER  -  FIRST     CLASS II
 CX0502
 CX0502.The horizontal coordinates were scaled from a topographic map and have
 CX0502.an estimated accuracy of +/- 6 seconds.
 CX0502
 CX0502.The orthometric height was determined by differential leveling
 CX0502.and adjusted by the National Geodetic Survey in June 1991..
 CX0502
 CX0502.The geoid height was determined by GEOID03.
 CX0502
 CX0502.The dynamic height is computed by dividing the NAVD 88
 CX0502.geopotential number by the normal gravity value computed on the
 CX0502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0502.degrees latitude (g = 980.6199 gals.).
 CX0502
 CX0502.The modeled gravity was interpolated from observed gravity values.
 CX0502
 CX0502;                    North         East    Units  Estimated Accuracy
 CX0502;SPC NM C     -   122,700.      486,050.      MT  (+/- 180 meters Scaled)
 CX0502
 CX0502                          SUPERSEDED SURVEY CONTROL
 CX0502
 CX0502  NGVD 29 (??/??/92) 1240.585  (m)         4070.15   (f) ADJ UNCH    1 2
 CX0502
 CX0502.Superseded values are not recommended for survey control.
 CX0502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0502.See file dsdata.txt to determine how the superseded data were derived.
 CX0502
 CX0502_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR681531(NAD 83)
 CX0502_MARKER: DB = BENCH MARK DISK
 CX0502_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX0502_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CX0502_STAMPING: L 334 1966
 CX0502_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX0502+STABILITY: SURFACE MOTION
 CX0502
 CX0502  HISTORY     - Date     Condition        Report By
 CX0502  HISTORY     - 1966     MONUMENTED       CGS
 CX0502  HISTORY     - 1967     GOOD             NGS
 CX0502
 CX0502                          STATION DESCRIPTION
 CX0502
 CX0502'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 CX0502'13.75 MI NW FROM NEWMAN, TEXAS.
 CX0502'ABOUT 5.95 MILES NORTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 CX0502'THE POST OFFICE AT NEWMAN, THENCE 7.8 MILES WEST ALONG STATE HIGHWAY
 CX0502'404, IN S 26, T 25 S, R 5 E, 3 TELEPHONE POLES WEST OF A GROUP OF 4
 CX0502'TELEPHONE POLES, 61 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, IN
 CX0502'LINE WITH A ROW OF TELEPHONE POLES, 24 FEET SOUTHWEST OF THE CENTER
 CX0502'LINE OF A TRACK ROAD, 3 FEET SOUTHWEST OF A TELEPHONE POLE, 1 1/2 FEET
 CX0502'SOUTHWEST OF A WITNESS POST, 2 1/2 FEET ABOVE THE LEVEL OF THE
 CX0502'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0404 ***********************************************************************
 CX0404  DESIGNATION -  L 335
 CX0404  PID         -  CX0404
 CX0404  STATE/COUNTY-  NM/DONA ANA
 CX0404  USGS QUAD   -  NEWMAN NW (1994)
 CX0404
 CX0404                         *CURRENT SURVEY CONTROL
 CX0404  ___________________________________________________________________
 CX0404* NAD 83(1986)-  32 07 55.     (N)    106 29 48.     (W)     SCALED    
 CX0404* NAVD 88     -      1245.920  (meters)    4087.66   (feet)  ADJUSTED  
 CX0404  ___________________________________________________________________
 CX0404  GEOID HEIGHT-         -23.77  (meters)                     GEOID03
 CX0404  DYNAMIC HT  -        1244.049 (meters)    4081.52  (feet)  COMP
 CX0404  MODELED GRAV-     979,094.8   (mgal)                       NAVD 88
 CX0404
 CX0404  VERT ORDER  -  FIRST     CLASS II
 CX0404
 CX0404.The horizontal coordinates were scaled from a topographic map and have
 CX0404.an estimated accuracy of +/- 6 seconds.
 CX0404
 CX0404.The orthometric height was determined by differential leveling
 CX0404.and adjusted by the National Geodetic Survey in June 1991..
 CX0404
 CX0404.The geoid height was determined by GEOID03.
 CX0404
 CX0404.The dynamic height is computed by dividing the NAVD 88
 CX0404.geopotential number by the normal gravity value computed on the
 CX0404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0404.degrees latitude (g = 980.6199 gals.).
 CX0404
 CX0404.The modeled gravity was interpolated from observed gravity values.
 CX0404
 CX0404;                    North         East    Units  Estimated Accuracy
 CX0404;SPC NM C     -   125,520.      476,730.      MT  (+/- 180 meters Scaled)
 CX0404
 CX0404                          SUPERSEDED SURVEY CONTROL
 CX0404
 CX0404  NGVD 29 (??/??/92) 1245.331  (m)         4085.72   (f) ADJ UNCH    1 2
 CX0404
 CX0404.Superseded values are not recommended for survey control.
 CX0404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0404.See file dsdata.txt to determine how the superseded data were derived.
 CX0404
 CX0404_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR588560(NAD 83)
 CX0404_MARKER: DB = BENCH MARK DISK
 CX0404_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CX0404_SP_SET: CULVERT
 CX0404_STAMPING: L 335 1966
 CX0404_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX0404
 CX0404  HISTORY     - Date     Condition        Report By
 CX0404  HISTORY     - 1966     MONUMENTED       CGS
 CX0404  HISTORY     - 1967     GOOD             NGS
 CX0404
 CX0404                          STATION DESCRIPTION
 CX0404
 CX0404'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 CX0404'18.3 MI NE FROM ANTHONY TEXAS.
 CX0404'ABOUT 2.0 MILES NORTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 CX0404'RAILWAY FROM THE STATION AT ANTHONY, THENCE 9.45 MILES EAST ALONG
 CX0404'STATE HIGHWAY 404, THENCE 6.85 MILES NORTH ALONG STATE HIGHWAY 213, IN
 CX0404'S 14, T 25 S, R 4 E, 26 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 CX0404'SET IN THE TOP AND 8 INCHES NORTH OF THE SOUTH END OF THE EAST
 CX0404'CONCRETE HEAD WALL OF A CONCRETE CULVERT, AND ABOUT 1/2 FOOT BELOW THE
 CX0404'LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0510 ***********************************************************************
 CX0510  DESIGNATION -  L 336
 CX0510  PID         -  CX0510
 CX0510  STATE/COUNTY-  NM/DONA ANA
 CX0510  USGS QUAD   -  DAVIES TANK (1994)
 CX0510
 CX0510                         *CURRENT SURVEY CONTROL
 CX0510  ___________________________________________________________________
 CX0510* NAD 83(1986)-  32 20 48.     (N)    106 25 32.     (W)     SCALED    
 CX0510* NAVD 88     -      1208.221  (meters)    3963.97   (feet)  ADJUSTED  
 CX0510  ___________________________________________________________________
 CX0510  GEOID HEIGHT-         -23.73  (meters)                     GEOID03
 CX0510  DYNAMIC HT  -        1206.401 (meters)    3958.00  (feet)  COMP
 CX0510  MODELED GRAV-     979,092.0   (mgal)                       NAVD 88
 CX0510
 CX0510  VERT ORDER  -  FIRST     CLASS II
 CX0510
 CX0510.The horizontal coordinates were scaled from a topographic map and have
 CX0510.an estimated accuracy of +/- 6 seconds.
 CX0510
 CX0510.The orthometric height was determined by differential leveling
 CX0510.and adjusted by the National Geodetic Survey in June 1991..
 CX0510
 CX0510.The geoid height was determined by GEOID03.
 CX0510
 CX0510.The dynamic height is computed by dividing the NAVD 88
 CX0510.geopotential number by the normal gravity value computed on the
 CX0510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0510.degrees latitude (g = 980.6199 gals.).
 CX0510
 CX0510.The modeled gravity was interpolated from observed gravity values.
 CX0510
 CX0510;                    North         East    Units  Estimated Accuracy
 CX0510;SPC NM C     -   149,320.      483,480.      MT  (+/- 180 meters Scaled)
 CX0510
 CX0510                          SUPERSEDED SURVEY CONTROL
 CX0510
 CX0510  NGVD 29 (??/??/92) 1207.622  (m)         3962.01   (f) ADJ UNCH    1 2
 CX0510
 CX0510.Superseded values are not recommended for survey control.
 CX0510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0510.See file dsdata.txt to determine how the superseded data were derived.
 CX0510
 CX0510_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR658797(NAD 83)
 CX0510_MARKER: DB = BENCH MARK DISK
 CX0510_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX0510_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CX0510_STAMPING: L 336 1966
 CX0510_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX0510+STABILITY: SURFACE MOTION
 CX0510
 CX0510  HISTORY     - Date     Condition        Report By
 CX0510  HISTORY     - 1966     MONUMENTED       CGS
 CX0510  HISTORY     - 1967     GOOD             NGS
 CX0510
 CX0510                          STATION DESCRIPTION
 CX0510
 CX0510'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 CX0510'3.65 MI SE FROM W S M R HEADQUARTERS.
 CX0510'ABOUT 2.75 MILES SOUTHEAST ALONG WAR HIGHWAY 11 FROM THE WHITE SANDS
 CX0510'MISSILE RANGE HEADQUARTERS BUILDING, THENCE 0.9 MILE EAST ALONG WHITE
 CX0510'SANDS MISSILE RANGE ROUTE 212, IN S 34, T 22 S, R 5 E, 0.15 MILE WEST
 CX0510'OF A GAS LINE CROSSING THE HIGHWAY, 114 FEET NORTH OF THE CENTER LINE
 CX0510'OF THE ROAD, 20 FEET NORTHWEST OF THE CORNER TELEPHONE POLE WITH LINES
 CX0510'CROSSING THE ROAD, 2.8 FEET NORTH OF A METAL WITNESS POST, ABOUT 1
 CX0510'FOOT ABOVE THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE
 CX0510'POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0206 ***********************************************************************
 CX0206  DESIGNATION -  L 337
 CX0206  PID         -  CX0206
 CX0206  STATE/COUNTY-  NM/DONA ANA
 CX0206  USGS QUAD   -  BENNETT MOUNTAIN (1981)
 CX0206
 CX0206                         *CURRENT SURVEY CONTROL
 CX0206  ___________________________________________________________________
 CX0206* NAD 83(1986)-  32 37 22.     (N)    106 26 01.     (W)     SCALED    
 CX0206* NAVD 88     -      1265.766  (meters)    4152.77   (feet)  ADJUSTED  
 CX0206  ___________________________________________________________________
 CX0206  GEOID HEIGHT-         -23.26  (meters)                     GEOID03
 CX0206  DYNAMIC HT  -        1263.914 (meters)    4146.69  (feet)  COMP
 CX0206  MODELED GRAV-     979,131.9   (mgal)                       NAVD 88
 CX0206
 CX0206  VERT ORDER  -  SECOND    CLASS 0
 CX0206
 CX0206.The horizontal coordinates were scaled from a topographic map and have
 CX0206.an estimated accuracy of +/- 6 seconds.
 CX0206
 CX0206.The orthometric height was determined by differential leveling
 CX0206.and adjusted by the National Geodetic Survey in June 1991..
 CX0206
 CX0206.The geoid height was determined by GEOID03.
 CX0206
 CX0206.The dynamic height is computed by dividing the NAVD 88
 CX0206.geopotential number by the normal gravity value computed on the
 CX0206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0206.degrees latitude (g = 980.6199 gals.).
 CX0206
 CX0206.The modeled gravity was interpolated from observed gravity values.
 CX0206
 CX0206;                    North         East    Units  Estimated Accuracy
 CX0206;SPC NM C     -   179,940.      482,770.      MT  (+/- 180 meters Scaled)
 CX0206
 CX0206                          SUPERSEDED SURVEY CONTROL
 CX0206
 CX0206  NGVD 29 (??/??/92) 1265.186  (m)         4150.86   (f) ADJ UNCH    2 0
 CX0206
 CX0206.Superseded values are not recommended for survey control.
 CX0206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0206.See file dsdata.txt to determine how the superseded data were derived.
 CX0206
 CX0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS655103(NAD 83)
 CX0206_MARKER: DB = BENCH MARK DISK
 CX0206_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CX0206_SP_SET: MONUMENT
 CX0206_STAMPING: L 337 1968
 CX0206_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX0206
 CX0206  HISTORY     - Date     Condition        Report By
 CX0206  HISTORY     - 1968     MONUMENTED       CGS
 CX0206
 CX0206                          STATION DESCRIPTION
 CX0206
 CX0206'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 CX0206'17.6 MI N FROM WSMR HEADQUARTERS.
 CX0206'4.2 MILES NORTH ALONG MAIN ACCESS ROAD FROM WHITE SANDS MISSILE RANGE
 CX0206'HEADQUARTERS BUILDING.  THENCE 4.6 MILES NORTHEAST ALONG U.S. HIGHWAY
 CX0206'70.  THENCE 11.8 MILES WEST AND NORTH ALONG WSMR ROUTE 7.  IT IS 214
 CX0206'FEET WEST OF THE CENTERLINE OF WSMR ROUTE 7, 29 FEET SOUTHWEST OF
 CX0206'POWERPOLE NO. 140, 20 FEET WEST OF THE CENTERLINE OF THE POWERLINE
 CX0206'ROAD, 4 FEET EAST OF A METAL WITNESS SIGN, SET IN THE TOP OF A
 CX0206'CONCRETE MONUMENT 12 INCHES IN DIAMETER THAT PROJECTS ABOUT 0.2 FOOT
 CX0206'ABOVE THE SURFACE OF THE GROUND AND IS ABOUT THE SAME ELEVATION AS THE
 CX0206'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0552 ***********************************************************************
 CX0552  DESIGNATION -  L 338
 CX0552  PID         -  CX0552
 CX0552  STATE/COUNTY-  NM/OTERO
 CX0552  USGS QUAD   -  WHITE SANDS SE (1994)
 CX0552
 CX0552                         *CURRENT SURVEY CONTROL
 CX0552  ___________________________________________________________________
 CX0552* NAD 83(1986)-  32 15 40.     (N)    106 16 30.     (W)     SCALED    
 CX0552* NAVD 88     -      1242.273  (meters)    4075.69   (feet)  ADJUSTED  
 CX0552  ___________________________________________________________________
 CX0552  GEOID HEIGHT-         -23.64  (meters)                     GEOID03
 CX0552  DYNAMIC HT  -        1240.413 (meters)    4069.59  (feet)  COMP
 CX0552  MODELED GRAV-     979,099.3   (mgal)                       NAVD 88
 CX0552
 CX0552  VERT ORDER  -  SECOND    CLASS 0
 CX0552
 CX0552.The horizontal coordinates were scaled from a topographic map and have
 CX0552.an estimated accuracy of +/- 6 seconds.
 CX0552
 CX0552.The orthometric height was determined by differential leveling
 CX0552.and adjusted by the National Geodetic Survey in June 1991..
 CX0552
 CX0552.The geoid height was determined by GEOID03.
 CX0552
 CX0552.The dynamic height is computed by dividing the NAVD 88
 CX0552.geopotential number by the normal gravity value computed on the
 CX0552.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0552.degrees latitude (g = 980.6199 gals.).
 CX0552
 CX0552.The modeled gravity was interpolated from observed gravity values.
 CX0552
 CX0552;                    North         East    Units  Estimated Accuracy
 CX0552;SPC NM C     -   139,820.      497,650.      MT  (+/- 180 meters Scaled)
 CX0552
 CX0552                          SUPERSEDED SURVEY CONTROL
 CX0552
 CX0552  NGVD 29 (??/??/92) 1241.679  (m)         4073.74   (f) ADJ UNCH    2 0
 CX0552
 CX0552.Superseded values are not recommended for survey control.
 CX0552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0552.See file dsdata.txt to determine how the superseded data were derived.
 CX0552
 CX0552_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR799700(NAD 83)
 CX0552_MARKER: DB = BENCH MARK DISK
 CX0552_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CX0552_SP_SET: MONUMENT
 CX0552_STAMPING: L 338 1969
 CX0552_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX0552
 CX0552  HISTORY     - Date     Condition        Report By
 CX0552  HISTORY     - 1969     MONUMENTED       CGS
 CX0552
 CX0552                          STATION DESCRIPTION
 CX0552
 CX0552'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 CX0552'15.5 MI SE FROM WHITE SANDS MISSILE RANGE HDQ.
 CX0552'8.7 MILES SOUTH ALONG WAR ROAD 11 FROM THE WHITE SANDS MISSILE RANGE
 CX0552'HEADQUARTERS.  THENCE EAST 0.7 MILE ALONG A DIRT ROAD.  THENCE LEFT
 CX0552'FORK EAST NORTHEAST 7.0 MILES ALONG A DIRT ROAD TO A ROAD JUNCTION.
 CX0552'THENCE SOUTH 2.6 MILES ALONG A DIRT ROAD.  IT IS 95 FEET NORTHWEST OF
 CX0552'THE INTERSECTION OF THE CENTERLINE OF ROADS, 65 FEET WEST OF THE
 CX0552'CENTERLINE OF NORTH-SOUTH ROAD, 41 FEET NORTH OF THE CENTERLINE OF
 CX0552'EAST-WEST ROAD, 3.0 FEET NORTH NORTHEAST OF A METAL WITNESS SIGN, SET
 CX0552'IN THE TOP OF A 12-INCH IN DIAMETER CONCRETE MONUMENT THAT PROJECTS
 CX0552'ABOUT 0.4 FOOT ABOVE THE GROUND AND IS ABOUT THE SAME ELEVATION AS THE
 CX0552'ROADS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0218 ***********************************************************************
 CW0218  DESIGNATION -  L 34
 CW0218  PID         -  CW0218
 CW0218  STATE/COUNTY-  NM/EDDY
 CW0218  USGS QUAD   -  BLACK RIVER VILLAGE (1979)
 CW0218
 CW0218                         *CURRENT SURVEY CONTROL
 CW0218  ___________________________________________________________________
 CW0218* NAD 83(1986)-  32 13 44.     (N)    104 18 36.     (W)     SCALED    
 CW0218* NAVD 88     -      1047.774  (meters)    3437.57   (feet)  ADJUSTED  
 CW0218  ___________________________________________________________________
 CW0218  GEOID HEIGHT-         -24.50  (meters)                     GEOID03
 CW0218  DYNAMIC HT  -        1046.236 (meters)    3432.53  (feet)  COMP
 CW0218  MODELED GRAV-     979,136.7   (mgal)                       NAVD 88
 CW0218
 CW0218  VERT ORDER  -  FIRST     CLASS I
 CW0218
 CW0218.The horizontal coordinates were scaled from a topographic map and have
 CW0218.an estimated accuracy of +/- 6 seconds.
 CW0218
 CW0218.The orthometric height was determined by differential leveling
 CW0218.and adjusted by the National Geodetic Survey in June 1991..
 CW0218.WARNING-Repeat measurements at this control monument indicate possible
 CW0218.vertical movement.
 CW0218
 CW0218.The geoid height was determined by GEOID03.
 CW0218
 CW0218.The dynamic height is computed by dividing the NAVD 88
 CW0218.geopotential number by the normal gravity value computed on the
 CW0218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0218.degrees latitude (g = 980.6199 gals.).
 CW0218
 CW0218.The modeled gravity was interpolated from observed gravity values.
 CW0218
 CW0218;                    North         East    Units  Estimated Accuracy
 CW0218;SPC NM E     -   136,250.      167,200.      MT  (+/- 180 meters Scaled)
 CW0218
 CW0218                          SUPERSEDED SURVEY CONTROL
 CW0218
 CW0218  NGVD 29 (??/??/92) 1047.257  (m)         3435.88   (f) ADJ UNCH    1 1
 CW0218
 CW0218.Superseded values are not recommended for survey control.
 CW0218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0218.See file dsdata.txt to determine how the superseded data were derived.
 CW0218
 CW0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SER650660(NAD 83)
 CW0218_MARKER: DD = SURVEY DISK
 CW0218_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CW0218_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CW0218_STAMPING: L 34 1933 3436
 CW0218_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CW0218+STABILITY: SURFACE MOTION
 CW0218
 CW0218  HISTORY     - Date     Condition        Report By
 CW0218  HISTORY     - 1933     MONUMENTED       USGS
 CW0218  HISTORY     - 1957     GOOD             NGS
 CW0218  HISTORY     - 1958     GOOD             NGS
 CW0218  HISTORY     - 1977     GOOD             NGS
 CW0218
 CW0218                          STATION DESCRIPTION
 CW0218
 CW0218'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 CW0218'14.45 MI S FROM CARLSBAD.
 CW0218'ABOUT 2.05 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 CW0218'FROM THE STATION AT CARLSBAD, THENCE 12.4 MILES SOUTH-SOUTHWEST ALONG
 CW0218'U. S. HIGHWAY 62 AND 180, ABOUT 5.9 MILES NORTHEAST OF WHITE CITY,
 CW0218'ABOUT 0.35 MILE NORTH OF THE JUNCTION OF A ROAD LEADING TO BLACK RIVER
 CW0218'VILLAGE, 98 FEET WEST-NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 1
 CW0218'1/2 FEET EAST OF A FENCE, 4 1/2 FEET SOUTH OF A WHITE WOODEN WITNESS
 CW0218'POST, ABOUT LEVEL WITH THE HIGHWAY, AND IN THE TOP OF A CONCRETE POST
 CW0218'PROJECTING 6 INCHES.
 CW0218
 CW0218                          STATION RECOVERY (1958)
 CW0218
 CW0218'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 CW0218'RECOVERED IN GOOD CONDITION.
 CW0218
 CW0218                          STATION RECOVERY (1977)
 CW0218
 CW0218'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 CW0218'5.5 MILES NORTHEAST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE
 CW0218'JUNCTION OF STATE HIGHWAY 7, 0.5 MILE NORTHEAST OF THE JUNCTION OF
 CW0218'STATE HIGHWAY 396, 0.35 MILE NORTHEAST OF MILEPOST 21, ABOUT MIDWAY
 CW0218'BETWEEN HIGHWAY CULVERTS, ON A SHALLOW CUT BANK, 98 FT. NORTHWEST OF
 CW0218'THE CENTER LINE OF THE HIGHWAY, 4 FT. SOUTHWEST OF THE SOUTHWEST
 CW0218'ONE OF 2 FENCE POSTS WITH A BRACE BETWEEN THEM, 1.5 FT. SOUTHEAST OF
 CW0218'A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0407 ***********************************************************************
 CV0407  DESIGNATION -  L 34
 CV0407  PID         -  CV0407
 CV0407  STATE/COUNTY-  NM/EDDY
 CV0407  USGS QUAD   -  LOCO HILLS (1985)
 CV0407
 CV0407                         *CURRENT SURVEY CONTROL
 CV0407  ___________________________________________________________________
 CV0407* NAD 83(1992)-  32 48 58.69494(N)    103 55 44.60847(W)     ADJUSTED  
 CV0407* NAVD 88     -      1127.377  (meters)    3698.74   (feet)  ADJUSTED  
 CV0407  ___________________________________________________________________
 CV0407  LAPLACE CORR-           2.84  (seconds)                    DEFLEC99
 CV0407  GEOID HEIGHT-         -22.73  (meters)                     GEOID03
 CV0407  DYNAMIC HT  -        1125.822 (meters)    3693.63  (feet)  COMP
 CV0407  MODELED GRAV-     979,219.1   (mgal)                       NAVD 88
 CV0407
 CV0407  HORZ ORDER  -  SECOND
 CV0407  VERT ORDER  -  FIRST     CLASS II
 CV0407
 CV0407.The horizontal coordinates were established by classical geodetic methods
 CV0407.and adjusted by the National Geodetic Survey in December 1993..
 CV0407.No horizontal observational check was made to the station.
 CV0407
 CV0407.The orthometric height was determined by differential leveling
 CV0407.and adjusted by the National Geodetic Survey in June 1991..
 CV0407
 CV0407.The Laplace correction was computed from DEFLEC99 derived deflections.
 CV0407
 CV0407.The geoid height was determined by GEOID03.
 CV0407
 CV0407.The dynamic height is computed by dividing the NAVD 88
 CV0407.geopotential number by the normal gravity value computed on the
 CV0407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0407.degrees latitude (g = 980.6199 gals.).
 CV0407
 CV0407.The modeled gravity was interpolated from observed gravity values.
 CV0407
 CV0407;                    North         East     Units Scale Factor Converg.
 CV0407;SPC NM E     -   201,455.402   202,855.623   MT  0.99992676   +0 13 08.8
 CV0407;SPC NM E     -   660,941.60    665,535.49   sFT  0.99992676   +0 13 08.8
 CV0407;UTM  13      - 3,631,430.507   600,252.174   MT  0.99972393   +0 34 49.6
 CV0407
 CV0407!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CV0407!SPC NM E     -   0.99982660  x   0.99992676  =   0.99975337
 CV0407!UTM  13      -   0.99982660  x   0.99972393  =   0.99955057
 CV0407
 CV0407                          SUPERSEDED SURVEY CONTROL
 CV0407
 CV0407  NAD 83(1986)-  32 48 58.70649(N)    103 55 44.60112(W) AD(       ) 2
 CV0407  NAD 27      -  32 48 58.28352(N)    103 55 42.76981(W) AD(       ) 2
 CV0407  NGVD 29 (??/??/92) 1126.909  (m)         3697.20   (f) ADJ UNCH    1 2
 CV0407
 CV0407.Superseded values are not recommended for survey control.
 CV0407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0407.See file dsdata.txt to determine how the superseded data were derived.
 CV0407
 CV0407_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFS0025231431(NAD 83)
 CV0407_MARKER: DB = BENCH MARK DISK
 CV0407_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0407_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CV0407_STAMPING: L 34 1933
 CV0407_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CV0407+STABILITY: SURFACE MOTION
 CV0407
 CV0407  HISTORY     - Date     Condition        Report By
 CV0407  HISTORY     - 1933     MONUMENTED       CGS
 CV0407  HISTORY     - 1934     GOOD             NGS
 CV0407  HISTORY     - 1975     GOOD             NGS
 CV0407
 CV0407                          STATION DESCRIPTION
 CV0407
 CV0407'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CV0407'10.6 MI SW FROM MALJAMAR.
 CV0407'10.6 MILES S.W. ALONG HWY. NO. 83 ON STATE HIGHWAY NO. 83 IN LINE OF
 CV0407'TELEPHONE POLES CROSSING HIGHWAY, 30 FEET SOUTH OF CENTERLINE OF HWY.,
 CV0407'AND 33 FEET SOUTHEAST OF POLE NO. 913.
 CV0407
 CV0407                          STATION RECOVERY (1975)
 CV0407
 CV0407'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 CV0407'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0008 ***********************************************************************
 DS0008  DESIGNATION -  L 340
 DS0008  PID         -  DS0008
 DS0008  STATE/COUNTY-  NM/LINCOLN
 DS0008  USGS QUAD   -  WAGON CANYON (1982)
 DS0008
 DS0008                         *CURRENT SURVEY CONTROL
 DS0008  ___________________________________________________________________
 DS0008* NAD 83(1986)-  33 44 51.     (N)    106 01 54.     (W)     SCALED    
 DS0008* NAVD 88     -      1697.323  (meters)    5568.63   (feet)  ADJUSTED  
 DS0008  ___________________________________________________________________
 DS0008  GEOID HEIGHT-         -20.78  (meters)                     GEOID03
 DS0008  DYNAMIC HT  -        1694.842 (meters)    5560.49  (feet)  COMP
 DS0008  MODELED GRAV-     979,114.5   (mgal)                       NAVD 88
 DS0008
 DS0008  VERT ORDER  -  FIRST     CLASS II
 DS0008
 DS0008.The horizontal coordinates were scaled from a topographic map and have
 DS0008.an estimated accuracy of +/- 6 seconds.
 DS0008
 DS0008.The orthometric height was determined by differential leveling
 DS0008.and adjusted by the National Geodetic Survey in June 1991..
 DS0008
 DS0008.The geoid height was determined by GEOID03.
 DS0008
 DS0008.The dynamic height is computed by dividing the NAVD 88
 DS0008.geopotential number by the normal gravity value computed on the
 DS0008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0008.degrees latitude (g = 980.6199 gals.).
 DS0008
 DS0008.The modeled gravity was interpolated from observed gravity values.
 DS0008
 DS0008;                    North         East    Units  Estimated Accuracy
 DS0008;SPC NM C     -   304,670.      520,230.      MT  (+/- 180 meters Scaled)
 DS0008
 DS0008                          SUPERSEDED SURVEY CONTROL
 DS0008
 DS0008  NGVD 29 (??/??/92) 1696.597  (m)         5566.25   (f) ADJ UNCH    1 2
 DS0008
 DS0008.Superseded values are not recommended for survey control.
 DS0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0008.See file dsdata.txt to determine how the superseded data were derived.
 DS0008
 DS0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDT044346(NAD 83)
 DS0008_MARKER: DB = BENCH MARK DISK
 DS0008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0008_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0008_STAMPING: L 340 1969
 DS0008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0008+STABILITY: SURFACE MOTION
 DS0008
 DS0008  HISTORY     - Date     Condition        Report By
 DS0008  HISTORY     - 1969     MONUMENTED       CGS
 DS0008
 DS0008                          STATION DESCRIPTION
 DS0008
 DS0008'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 DS0008'13.2 MI NW FROM CARRIZOZO.
 DS0008'ABOUT 0.45 MILE NORTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 DS0008'THE STATION AT CARRIZOZO, THENCE 12.75 MILES NORTHWEST ALONG U.S.
 DS0008'HIGHWAY 380, IN SECTION 32, T 6 S, R 9 E, 49 FEET SOUTH OF THE CENTER
 DS0008'LINE OF THE HIGHWAY, 50 FEET SOUTHEAST OF THE SOUTH END OF A 20-INCH
 DS0008'PIPE CULVERT, 1 1/2 FEET NORTH OF A FENCE, 2.0 FEET EAST OF A METAL
 DS0008'WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A
 DS0008'CONCRETE POST WHICH PROJECTS 5 INCHES ABOVE THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0131 ***********************************************************************
 DS0131  DESIGNATION -  L 341
 DS0131  PID         -  DS0131
 DS0131  STATE/COUNTY-  NM/SOCORRO
 DS0131  USGS QUAD   -  RED CANYON (1982)
 DS0131
 DS0131                         *CURRENT SURVEY CONTROL
 DS0131  ___________________________________________________________________
 DS0131* NAD 83(1986)-  33 40 03.     (N)    106 09 40.     (W)     SCALED    
 DS0131* NAVD 88     -      1607.962  (meters)    5275.46   (feet)  ADJUSTED  
 DS0131  ___________________________________________________________________
 DS0131  GEOID HEIGHT-         -21.19  (meters)                     GEOID03
 DS0131  DYNAMIC HT  -        1605.611 (meters)    5267.74  (feet)  COMP
 DS0131  MODELED GRAV-     979,117.8   (mgal)                       NAVD 88
 DS0131
 DS0131  VERT ORDER  -  SECOND    CLASS 0
 DS0131
 DS0131.The horizontal coordinates were scaled from a topographic map and have
 DS0131.an estimated accuracy of +/- 6 seconds.
 DS0131
 DS0131.The orthometric height was determined by differential leveling
 DS0131.and adjusted by the National Geodetic Survey in June 1991..
 DS0131
 DS0131.The geoid height was determined by GEOID03.
 DS0131
 DS0131.The dynamic height is computed by dividing the NAVD 88
 DS0131.geopotential number by the normal gravity value computed on the
 DS0131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0131.degrees latitude (g = 980.6199 gals.).
 DS0131
 DS0131.The modeled gravity was interpolated from observed gravity values.
 DS0131
 DS0131;                    North         East    Units  Estimated Accuracy
 DS0131;SPC NM C     -   295,780.      508,240.      MT  (+/- 180 meters Scaled)
 DS0131
 DS0131                          SUPERSEDED SURVEY CONTROL
 DS0131
 DS0131  NGVD 29 (??/??/92) 1607.241  (m)         5273.09   (f) ADJ UNCH    2 0
 DS0131
 DS0131.Superseded values are not recommended for survey control.
 DS0131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0131.See file dsdata.txt to determine how the superseded data were derived.
 DS0131
 DS0131_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT923258(NAD 83)
 DS0131_MARKER: DB = BENCH MARK DISK
 DS0131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0131_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0131_STAMPING: L 341 1969
 DS0131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0131+STABILITY: SURFACE MOTION
 DS0131
 DS0131  HISTORY     - Date     Condition        Report By
 DS0131  HISTORY     - 1969     MONUMENTED       CGS
 DS0131
 DS0131                          STATION DESCRIPTION
 DS0131
 DS0131'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 DS0131'17.95 MI NW FROM OSCURO.
 DS0131'ABOUT 7.05 MILES NORTHWEST ALONG WHITE SANDS MISSILE RANGE ROUTE 12
 DS0131'FROM THE STORE AT OSCURO, THENCE 10.9 MILES NORTH ALONG WHITE SANDS
 DS0131'MISSILE RANGE ROUTE 11, IN SECTION 30, T 7 S, R 8 E, 0.9 MILE SOUTH OF
 DS0131'THE JUNCTION OF THE ROUTE AND ROAD NUMBER 334, 84 FEET SOUTHWEST OF
 DS0131'THE CENTER LINE OF THE ROUTE, 53 FEET SOUTHEAST OF THE CENTER LINE OF
 DS0131'A GRAVELED ROAD WHICH LEADS SOUTHWEST, 1.8 FEET NORTH EAST OF A METAL
 DS0131'WITNESS POST, ABOUT LEVEL WITH THE ROUTE, AND SET IN THE TOP OF A
 DS0131'CONCRETE POST WHICH PROJECTS 6 INCHES ABOVE THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0168 ***********************************************************************
 DS0168  DESIGNATION -  L 342
 DS0168  PID         -  DS0168
 DS0168  STATE/COUNTY-  NM/SOCORRO
 DS0168  USGS QUAD   -  GARDEN SPRING CANYON (1982)
 DS0168
 DS0168                         *CURRENT SURVEY CONTROL
 DS0168  ___________________________________________________________________
 DS0168* NAD 83(1986)-  33 47 52.     (N)    106 16 59.     (W)     SCALED    
 DS0168* NAVD 88     -      1911.834  (meters)    6272.41   (feet)  ADJUSTED  
 DS0168  ___________________________________________________________________
 DS0168  GEOID HEIGHT-         -21.04  (meters)                     GEOID03
 DS0168  DYNAMIC HT  -        1908.970 (meters)    6263.01  (feet)  COMP
 DS0168  MODELED GRAV-     979,069.6   (mgal)                       NAVD 88
 DS0168
 DS0168  VERT ORDER  -  SECOND    CLASS 0
 DS0168
 DS0168.The horizontal coordinates were scaled from a topographic map and have
 DS0168.an estimated accuracy of +/- 6 seconds.
 DS0168
 DS0168.The orthometric height was determined by differential leveling
 DS0168.and adjusted by the National Geodetic Survey in June 1991..
 DS0168
 DS0168.The geoid height was determined by GEOID03.
 DS0168
 DS0168.The dynamic height is computed by dividing the NAVD 88
 DS0168.geopotential number by the normal gravity value computed on the
 DS0168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0168.degrees latitude (g = 980.6199 gals.).
 DS0168
 DS0168.The modeled gravity was interpolated from observed gravity values.
 DS0168
 DS0168;                    North         East    Units  Estimated Accuracy
 DS0168;SPC NM C     -   310,230.      496,940.      MT  (+/- 180 meters Scaled)
 DS0168
 DS0168                          SUPERSEDED SURVEY CONTROL
 DS0168
 DS0168  NGVD 29 (??/??/92) 1911.035  (m)         6269.79   (f) ADJ UNCH    2 0
 DS0168
 DS0168.Superseded values are not recommended for survey control.
 DS0168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0168.See file dsdata.txt to determine how the superseded data were derived.
 DS0168
 DS0168_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT812404(NAD 83)
 DS0168_MARKER: DB = BENCH MARK DISK
 DS0168_SETTING: 66 = SET IN ROCK OUTCROP
 DS0168_SP_SET: OUTCROP
 DS0168_STAMPING: L 342 1969
 DS0168_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DS0168+STABILITY: POSITION/ELEVATION WELL
 DS0168
 DS0168  HISTORY     - Date     Condition        Report By
 DS0168  HISTORY     - 1969     MONUMENTED       CGS
 DS0168
 DS0168                          STATION DESCRIPTION
 DS0168
 DS0168'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 DS0168'29.95 MI NW FROM CARRIZOZO.
 DS0168'ABOUT 0.45 MILE NORTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 DS0168'THE STATION AT CARRIZOZO, THENCE 27.55 MILES NORTHWEST ALONG U.S.
 DS0168'HIGHWAY 380, THENCE 1.95 MILES SOUTHWEST ALONG WHITE SANDS MISSILE
 DS0168'RANGE ROUTE 9, IN SECTION 14, T 6 S, R 6 E, 41 FEET SOUTHEAST OF THE
 DS0168'CENTER LINE OF THE ROUTE, SET IN THE TOP OF A ROCK OUTCROP, 93 FEET
 DS0168'WEST OF A TELEPHONE POLE, 1.3 FEET NORTHWEST OF A METAL WITNESS POST,
 DS0168'AND ABOUT 4 FEET ABOVE THE LEVEL OF THE ROUTE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0205 ***********************************************************************
 DS0205  DESIGNATION -  L 343
 DS0205  PID         -  DS0205
 DS0205  STATE/COUNTY-  NM/SOCORRO
 DS0205  USGS QUAD   -  OSCURA PEAK (1982)
 DS0205
 DS0205                         *CURRENT SURVEY CONTROL
 DS0205  ___________________________________________________________________
 DS0205* NAD 83(1986)-  33 37 38.     (N)    106 21 59.     (W)     SCALED    
 DS0205* NAVD 88     -      2593.864  (meters)    8510.04   (feet)  ADJUSTED  
 DS0205  ___________________________________________________________________
 DS0205  GEOID HEIGHT-         -21.65  (meters)                     GEOID03
 DS0205  DYNAMIC HT  -        2589.645 (meters)    8496.19  (feet)  COMP
 DS0205  MODELED GRAV-     978,915.0   (mgal)                       NAVD 88
 DS0205
 DS0205  VERT ORDER  -  SECOND    CLASS 0
 DS0205
 DS0205.The horizontal coordinates were scaled from a topographic map and have
 DS0205.an estimated accuracy of +/- 6 seconds.
 DS0205
 DS0205.The orthometric height was determined by differential leveling
 DS0205.and adjusted by the National Geodetic Survey in June 1991..
 DS0205
 DS0205.The geoid height was determined by GEOID03.
 DS0205
 DS0205.The dynamic height is computed by dividing the NAVD 88
 DS0205.geopotential number by the normal gravity value computed on the
 DS0205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0205.degrees latitude (g = 980.6199 gals.).
 DS0205
 DS0205.The modeled gravity was interpolated from observed gravity values.
 DS0205
 DS0205;                    North         East    Units  Estimated Accuracy
 DS0205;SPC NM C     -   291,320.      489,200.      MT  (+/- 180 meters Scaled)
 DS0205
 DS0205                          SUPERSEDED SURVEY CONTROL
 DS0205
 DS0205  NGVD 29 (??/??/92) 2592.871  (m)         8506.78   (f) ADJ UNCH    2 0
 DS0205
 DS0205.Superseded values are not recommended for survey control.
 DS0205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0205.See file dsdata.txt to determine how the superseded data were derived.
 DS0205
 DS0205_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT732216(NAD 83)
 DS0205_MARKER: DB = BENCH MARK DISK
 DS0205_SETTING: 66 = SET IN ROCK OUTCROP
 DS0205_SP_SET: OUTCROP
 DS0205_STAMPING: L 343 1969
 DS0205_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DS0205+STABILITY: POSITION/ELEVATION WELL
 DS0205
 DS0205  HISTORY     - Date     Condition        Report By
 DS0205  HISTORY     - 1969     MONUMENTED       CGS
 DS0205
 DS0205                          STATION DESCRIPTION
 DS0205
 DS0205'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 DS0205'39.95 MI NW FROM OSCURO.
 DS0205'ABOUT 7.75 MILES NORTHWEST ALONG WHITE SANDS MISSILE RANGE ROUTE 12
 DS0205'FROM THE STORE AT OSCURO, THENCE 20.55 MILES NORTHWEST ALONG WHITE
 DS0205'SANDS MISSILE RANGE ROUTE 9, THENCE 11.65 MILES SOUTHWEST ALONG ROAD
 DS0205'NUMBER 332, IN SECTION 18, T 8 S, R 6 E, 96 FEET EAST OF THE CENTER
 DS0205'LINE OF THE ROAD, SET IN THE TOP OF A ROCK OUTCROP WHICH PROJECTS 6
 DS0205'INCHES ABOVE THE SURFACE OF THE GROUND, 56 FEET SOUTH OF THE CENTER
 DS0205'LINE OF A ROAD WHICH LEADS NORTH, 1.4 FEET SOUTH OF A METAL WITNESS
 DS0205'POST, ABOUT 20 FEET ABOVE THE LEVEL OF ROAD NUMBER 332, AND ABOUT
 DS0205'LEVEL WITH THE ROAD WHICH LEADS NORTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0665 ***********************************************************************
 DR0665  DESIGNATION -  L 344
 DR0665  PID         -  DR0665
 DR0665  STATE/COUNTY-  NM/LINCOLN
 DR0665  USGS QUAD   -  CUB MOUNTAIN (1981)
 DR0665
 DR0665                         *CURRENT SURVEY CONTROL
 DR0665  ___________________________________________________________________
 DR0665* NAD 83(1986)-  33 35 00.     (N)    105 56 46.     (W)     SCALED    
 DR0665* NAVD 88     -      1593.383  (meters)    5227.62   (feet)  ADJUSTED  
 DR0665  ___________________________________________________________________
 DR0665  GEOID HEIGHT-         -20.54  (meters)                     GEOID03
 DR0665  DYNAMIC HT  -        1591.092 (meters)    5220.11  (feet)  COMP
 DR0665  MODELED GRAV-     979,142.0   (mgal)                       NAVD 88
 DR0665  OBS GRAVITY -     979,142.8   (mgal)                       GRAV_OBS
 DR0665
 DR0665  VERT ORDER  -  FIRST     CLASS II
 DR0665
 DR0665.The horizontal coordinates were scaled from a topographic map and have
 DR0665.an estimated accuracy of +/- 6 seconds.
 DR0665
 DR0665.The orthometric height was determined by differential leveling
 DR0665.and adjusted by the National Geodetic Survey in June 1991..
 DR0665
 DR0665.The geoid height was determined by GEOID03.
 DR0665
 DR0665.The dynamic height is computed by dividing the NAVD 88
 DR0665.geopotential number by the normal gravity value computed on the
 DR0665.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0665.degrees latitude (g = 980.6199 gals.).
 DR0665
 DR0665.The modeled gravity was interpolated from observed gravity values.
 DR0665.The observed gravity was obtained from relative gravimeter ties
 DR0665.to the IGSN71 gravity network.
 DR0665
 DR0665;                    North         East    Units  Estimated Accuracy
 DR0665;SPC NM C     -   286,480.      528,210.      MT  (+/- 180 meters Scaled)
 DR0665
 DR0665                          SUPERSEDED SURVEY CONTROL
 DR0665
 DR0665  NGVD 29 (??/??/92) 1592.720  (m)         5225.45   (f) ADJ UNCH    1 2
 DR0665
 DR0665.Superseded values are not recommended for survey control.
 DR0665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0665.See file dsdata.txt to determine how the superseded data were derived.
 DR0665
 DR0665_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDT122163(NAD 83)
 DR0665_MARKER: DB = BENCH MARK DISK
 DR0665_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DR0665_SP_SET: 15 FT
 DR0665_STAMPING: L 344 1969
 DR0665_PROJECTION: PROJECTING 5 CENTIMETERS
 DR0665_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR0665_ROD/PIPE-DEPTH: 4.6  meters
 DR0665
 DR0665  HISTORY     - Date     Condition        Report By
 DR0665  HISTORY     - 1969     MONUMENTED       CGS
 DR0665  HISTORY     - 1980     GOOD             NGS
 DR0665
 DR0665                          STATION DESCRIPTION
 DR0665
 DR0665'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 DR0665'5.9 MI SW FROM CARRIZOZO.
 DR0665'ABOUT 5.9 MILES SOUTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD
 DR0665'FROM THE STATION AT CARRIZOZO, IN SECTION 3, T 8 S, R 10 E, 44 1/2
 DR0665'FEET NORTHWEST OF MILEPOST 1434, 96 FEET NORTHWEST OF THE NORTHWEST
 DR0665'RAIL, 1 1/2 FEET SOUTHEAST OF A FENCE, 1.3 FEET SOUTHWEST OF A METAL
 DR0665'WITNESS POST, ABOUT 8 FEET BELOW THE LEVEL OF THE TRACK, AND ON THE
 DR0665'TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 15
 DR0665'FEET AND IS ENCASED IN A 6-INCH IRON PIPE WHICH PROJECTS 3 INCHES
 DR0665'ABOVE THE SURFACE OF THE GROUND.
 DR0665
 DR0665                          STATION RECOVERY (1980)
 DR0665
 DR0665'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DR0665'6.7 KM (4.15 MI) SOUTHWEST ALONG U.S. HIGHWAY 54 FROM THE
 DR0665'JUNCTION OF U.S. HIGHWAYS 54 AND 380 IN CARRIZOZO, THENCE 3.2 KM
 DR0665'(2.0 MI) SOUTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD,
 DR0665'29.3 METERS (96.0 FT) NORTHWEST OF THE NEAR RAIL, 13.5 METERS
 DR0665'(44.5 FT) NORTHWEST OF RILROAD MILEPOST 1434 AND 0.5 METER (1.5 FT)
 DR0665'SOUTHEAST OF A FENCE.
 DR0665'THE MARK IS 0.5 METERS  S FROM A WITNESS POST.
 DR0665'THE MARK IS 2.4 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0636 ***********************************************************************
 CW0636  FBN         -  This is a Federal Base Network Control Station.
 CW0636  DESIGNATION -  L 345
 CW0636  PID         -  CW0636
 CW0636  STATE/COUNTY-  NM/EDDY
 CW0636  USGS QUAD   -  CARLSBAD CAVERNS (1979)
 CW0636
 CW0636                         *CURRENT SURVEY CONTROL
 CW0636  ___________________________________________________________________
 CW0636* NAD 83(1992)-  32 10 36.65945(N)    104 22 54.28725(W)     ADJUSTED  
 CW0636* NAVD 88     -      1112.271  (meters)    3649.18   (feet)  ADJUSTED  
 CW0636  ___________________________________________________________________
 CW0636  X           -  -1,342,391.981 (meters)                     COMP
 CW0636  Y           -  -5,235,195.095 (meters)                     COMP
 CW0636  Z           -   3,377,625.468 (meters)                     COMP
 CW0636  LAPLACE CORR-          -7.22  (seconds)                    DEFLEC99
 CW0636  ELLIP HEIGHT-        1087.96  (meters)          (05/26/00) GPS OBS
 CW0636  GEOID HEIGHT-         -24.29  (meters)                     GEOID03
 CW0636  DYNAMIC HT  -        1110.623 (meters)    3643.77  (feet)  COMP
 CW0636  MODELED GRAV-     979,120.0   (mgal)                       NAVD 88
 CW0636
 CW0636  HORZ ORDER  -  A
 CW0636  VERT ORDER  -  FIRST     CLASS I
 CW0636  ELLP ORDER  -  SECOND    CLASS I
 CW0636
 CW0636.The horizontal coordinates were established by GPS observations
 CW0636.and adjusted by the National Geodetic Survey in May 2000..
 CW0636
 CW0636.The orthometric height was determined by differential leveling
 CW0636.and adjusted by the National Geodetic Survey in June 1991..
 CW0636
 CW0636.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CW0636
 CW0636.The Laplace correction was computed from DEFLEC99 derived deflections.
 CW0636
 CW0636.The ellipsoidal height was determined by GPS observations
 CW0636.and is referenced to NAD 83.
 CW0636
 CW0636.The geoid height was determined by GEOID03.
 CW0636
 CW0636.The dynamic height is computed by dividing the NAVD 88
 CW0636.geopotential number by the normal gravity value computed on the
 CW0636.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0636.degrees latitude (g = 980.6199 gals.).
 CW0636
 CW0636.The modeled gravity was interpolated from observed gravity values.
 CW0636
 CW0636;                    North         East     Units Scale Factor Converg.
 CW0636;SPC NM E     -   130,477.865   160,434.509   MT  0.99990935   -0 01 32.8
 CW0636;SPC NM E     -   428,076.13    526,358.88   sFT  0.99990935   -0 01 32.8
 CW0636;UTM  13      - 3,560,205.906   558,285.477   MT  0.99964189   +0 19 45.3
 CW0636
 CW0636!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CW0636!SPC NM E     -   0.99982920  x   0.99990935  =   0.99973857
 CW0636!UTM  13      -   0.99982920  x   0.99964189  =   0.99947115
 CW0636
 CW0636                          SUPERSEDED SURVEY CONTROL
 CW0636
 CW0636  NAVD 88 (05/26/00) 1112.27   (m)         3649.2    (f) LEVELING    3  
 CW0636  NGVD 29 (??/??/92) 1111.741  (m)         3647.44   (f) ADJ UNCH    1 1
 CW0636
 CW0636.Superseded values are not recommended for survey control.
 CW0636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0636.See file dsdata.txt to determine how the superseded data were derived.
 CW0636
 CW0636_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SER5828560206(NAD 83)
 CW0636_MARKER: DV = VERTICAL CONTROL DISK
 CW0636_SETTING: 66 = SET IN ROCK OUTCROP
 CW0636_SP_SET: OUTCROP
 CW0636_STAMPING: L 345 1977
 CW0636_MARK LOGO: NGS   
 CW0636_MAGNETIC: N = NO MAGNETIC MATERIAL
 CW0636_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CW0636+STABILITY: POSITION/ELEVATION WELL
 CW0636_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CW0636+SATELLITE: SATELLITE OBSERVATIONS - January 11, 2005
 CW0636
 CW0636  HISTORY     - Date     Condition        Report By
 CW0636  HISTORY     - 1977     MONUMENTED       NGS
 CW0636  HISTORY     - 19981218 GOOD             NGS
 CW0636  HISTORY     - 20050111 GOOD             INDIV
 CW0636
 CW0636                          STATION DESCRIPTION
 CW0636
 CW0636'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CW0636'AT WHITES CITY.
 CW0636'AT WHITES CITY, 0.4 MILE NORTHWEST ALONG STATE HIGHWAY 7 FROM THE
 CW0636'JUNCTION OF U.S. HIGHWAYS 62 AND 180, 0.25 MILE NORTHWEST ALONG STATE
 CW0636'HIGHWAY 7 FROM THE POST OFFICE, 0.1 MILE SOUTH OF A LARGE CARLSBAD
 CW0636'CAVERN NATIONAL PARK ENTRANCE SIGN, AT THE JUNCTION OF BAT CAVE CANYON
 CW0636'AND WALNUT CANYON, 300 FT. SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY
 CW0636'70 FT. SOUTHWEST OF THE APPROXIMATE CENTER OF WALNUT CANYON FLOOR,
 CW0636'IN THE TOP OF A MASSIVE OUTCROP ON THE SOUTHWEST SIDE OF WALNUT
 CW0636'CANYON, ABOUT 6 FT. HIGHER THAN THE CANYON FLOOR. THE LETTERS B M
 CW0636'HAVE BEEN PAINTED ON THE FACE OF THE OUTCROP ABOUT 10 FT. SOUTHWEST
 CW0636'OF THE DISK.
 CW0636
 CW0636                          STATION RECOVERY (1998)
 CW0636
 CW0636'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (WAS)
 CW0636'THE STATION IS LOCATED ON THE NORTH EDGE OF WHITES CITY, NEAR THE
 CW0636'ENTRANCE TO CARLSBAD CAVERNS NATIONAL PARK.  OWNERSHIP--UNKNOWN.  TO
 CW0636'REACH THE STATION FROM THE INTERSECTION OF US HIGHWAYS 62, 180 AND
 CW0636'STATE HIGHWAY 7 (CARLSBAD CAVERNS HIGHWAY) IN WHITES CITY, GO
 CW0636'NORTHWEST ON HIGHWAY 7 FOR 0.3 MI (0.5 KM) TO THE ENTRANCE TO A
 CW0636'PRIVATE CAMPGROUND ON THE LEFT.  TURN LEFT TO THE CAMPGROUND ENTRANCE
 CW0636'GATE.  BEFORE PASSING THROUGH THE GATE, TURN RIGHT AND CONTINUE
 CW0636'NORTHWEST ACROSS AN OPEN GRAVEL AREA FOR 0.05 MI (0.08 KM) TO THE
 CW0636'NORTH EDGE OF THE OPEN AREA AT THE EDGE OF A BROAD, ROCKY WASH.  PARK
 CW0636'AT THE NORTH END OF THE OPEN GRAVEL AREA AND PACK DOWN A FAINT TRAIL
 CW0636'ABOUT 10 M (32.8 FT) TO THE BOTTOM OF THE SLOPE.  PROCEED SOUTHWEST
 CW0636'ACROSS THE BOTTOM OF THE WASH AND START CLIMBING THE FAR SLOPE FOR A
 CW0636'TOTAL OF 35 M (114.8 FT) TO THE NORTHEAST SIDE OF AN OUTCROPPING RIDGE
 CW0636'BETWEEN TWO WASHES AND THE STATION.  THE STATION IS ABOUT 2 M (6.6 FT)
 CW0636'ABOVE THE LEVEL OF THE BOTTOM OF THE WASH.  THE STATION IS SET IN A
 CW0636'MASSIVE ROCK OUTCROP.  LOCATED 85.65 M (281.00 FT) SOUTHWEST OF THE
 CW0636'CENTERLINE OF THE HIGHWAY, 6.80 M (22.31 FT) SOUTHWEST OF A FIBERGLASS
 CW0636'WITNESS POST AND 2.16 M (7.09 FT) EAST OF FAINTLY PAINTED LETTERS BM
 CW0636'ON A VERTICAL ROCK FACE.
 CW0636
 CW0636                          STATION RECOVERY (2005)
 CW0636
 CW0636'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (TAR)
 CW0636'THE CARSONITE WITNESS POST HAS BEEN MOVED TO A CRACK ABOUT 10FT SW OF
 CW0636'THE BM.  THE BM MARKING ON THE ROCK HAS BEEN REPAINTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0487 ***********************************************************************
 CV0487  DESIGNATION -  L 346
 CV0487  PID         -  CV0487
 CV0487  STATE/COUNTY-  NM/EDDY
 CV0487  USGS QUAD   -  TOWER HILL SOUTH (1985)
 CV0487
 CV0487                         *CURRENT SURVEY CONTROL
 CV0487  ___________________________________________________________________
 CV0487* NAD 83(1986)-  32 24 52.     (N)    103 57 28.     (W)     SCALED    
 CV0487* NAVD 88     -       985.816  (meters)    3234.30   (feet)  ADJUSTED  
 CV0487  ___________________________________________________________________
 CV0487  GEOID HEIGHT-         -24.44  (meters)                     GEOID03
 CV0487  DYNAMIC HT  -         984.403 (meters)    3229.66  (feet)  COMP
 CV0487  MODELED GRAV-     979,172.8   (mgal)                       NAVD 88
 CV0487
 CV0487  VERT ORDER  -  FIRST     CLASS I
 CV0487
 CV0487.The horizontal coordinates were scaled from a topographic map and have
 CV0487.an estimated accuracy of +/- 6 seconds.
 CV0487
 CV0487.The orthometric height was determined by differential leveling
 CV0487.and adjusted by the National Geodetic Survey in June 1991..
 CV0487
 CV0487.The geoid height was determined by GEOID03.
 CV0487
 CV0487.The dynamic height is computed by dividing the NAVD 88
 CV0487.geopotential number by the normal gravity value computed on the
 CV0487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0487.degrees latitude (g = 980.6199 gals.).
 CV0487
 CV0487.The modeled gravity was interpolated from observed gravity values.
 CV0487
 CV0487;                    North         East    Units  Estimated Accuracy
 CV0487;SPC NM E     -   156,880.      200,320.      MT  (+/- 180 meters Scaled)
 CV0487
 CV0487                          SUPERSEDED SURVEY CONTROL
 CV0487
 CV0487  NGVD 29 (??/??/92)  985.325  (m)         3232.69   (f) ADJ UNCH    1 1
 CV0487
 CV0487.Superseded values are not recommended for survey control.
 CV0487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0487.See file dsdata.txt to determine how the superseded data were derived.
 CV0487
 CV0487_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SER980868(NAD 83)
 CV0487_MARKER: DB = BENCH MARK DISK
 CV0487_SETTING: 66 = SET IN ROCK OUTCROP
 CV0487_SP_SET: OUTCROP
 CV0487_STAMPING: L 346 1977
 CV0487_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CV0487+STABILITY: POSITION/ELEVATION WELL
 CV0487
 CV0487  HISTORY     - Date     Condition        Report By
 CV0487  HISTORY     - 1977     MONUMENTED       NGS
 CV0487  HISTORY     - 1981     GOOD             NGS
 CV0487
 CV0487                          STATION DESCRIPTION
 CV0487
 CV0487'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CV0487'16.05 MI EAST FROM CARLSBAD.
 CV0487'2.45 MILES NORTHEAST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE EAST END
 CV0487'OF THE BATAAN BRIDGE OVER THE PECOS RIVER, THENCE 13.6 MILES EAST
 CV0487'ALONG A PIPE LINE ROAD, AT THE CROSSING OF AN OLD RAILROAD GRADE,
 CV0487'(NOW A TRACK ROAD) 142 FT. SOUTH OF THE CENTER LINE OF THE ROAD,
 CV0487'115 FT. SOUTHEAST OF THE CENTER LINE OF THE RAILROAD GRADE, 42.2 FT.
 CV0487'WEST-NORTHWEST OF BENCH MARK MC 361, IN THE TOP OF AN OUTCROP WHICH
 CV0487'PROJECTS 0.5 FT. ABOVE THE GROUND.
 CV0487
 CV0487                          STATION RECOVERY (1981)
 CV0487
 CV0487'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CV0487'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0476 ***********************************************************************
 CV0476  DESIGNATION -  L 347
 CV0476  PID         -  CV0476
 CV0476  STATE/COUNTY-  NM/EDDY
 CV0476  USGS QUAD   -  LIVINGSTON RIDGE (1985)
 CV0476
 CV0476                         *CURRENT SURVEY CONTROL
 CV0476  ___________________________________________________________________
 CV0476* NAD 83(1986)-  32 23 54.     (N)    103 49 32.     (W)     SCALED    
 CV0476* NAVD 88     -      1020.642  (meters)    3348.56   (feet)  POSTED    
 CV0476  ___________________________________________________________________
 CV0476  GEOID HEIGHT-         -24.34  (meters)                     GEOID03
 CV0476  DYNAMIC HT  -        1019.180 (meters)    3343.76  (feet)  COMP
 CV0476  MODELED GRAV-     979,168.6   (mgal)                       NAVD 88
 CV0476
 CV0476  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 CV0476
 CV0476.The horizontal coordinates were scaled from a topographic map and have
 CV0476.an estimated accuracy of +/- 6 seconds.
 CV0476
 CV0476.The orthometric height was determined by differential leveling
 CV0476.and adjusted by the National Geodetic Survey in 1992..
 CV0476.No vertical observational check was made to the station.
 CV0476.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 CV0476.was located on a no-check spur therefore a value was not computed.
 CV0476
 CV0476.The geoid height was determined by GEOID03.
 CV0476
 CV0476.The dynamic height is computed by dividing the NAVD 88
 CV0476.geopotential number by the normal gravity value computed on the
 CV0476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0476.degrees latitude (g = 980.6199 gals.).
 CV0476
 CV0476.The modeled gravity was interpolated from observed gravity values.
 CV0476
 CV0476;                    North         East    Units  Estimated Accuracy
 CV0476;SPC NM E     -   155,150.      212,770.      MT  (+/- 180 meters Scaled)
 CV0476
 CV0476                          SUPERSEDED SURVEY CONTROL
 CV0476
 CV0476  NGVD 29 (??/??/92) 1020.165  (m)         3346.99   (f) ADJ UNCH    1 1
 CV0476
 CV0476.Superseded values are not recommended for survey control.
 CV0476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0476.See file dsdata.txt to determine how the superseded data were derived.
 CV0476
 CV0476_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFR104851(NAD 83)
 CV0476_MARKER: DB = BENCH MARK DISK
 CV0476_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CV0476_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CV0476_STAMPING: L 347 1977
 CV0476_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CV0476
 CV0476  HISTORY     - Date     Condition        Report By
 CV0476  HISTORY     - 1977     MONUMENTED       NGS
 CV0476  HISTORY     - 1981     MARK NOT FOUND   NGS
 CV0476
 CV0476                          STATION DESCRIPTION
 CV0476
 CV0476'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CV0476'37.6 MI EAST FROM CARLSBAD.
 CV0476'17.2 MILES NORTHEAST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE EAST END
 CV0476'OF THE BATAAN BRIDGE OVER THE PECOS RIVER, THENCE 7.8 MILES SOUTH
 CV0476'ALONG STATE HIGHWAY 31, THENCE 5.05 MILES EAST ALONG A DIRT ROAD,
 CV0476'THENCE 3.7 MILES SOUTH ALONG A DIRT ROAD, THENCE 2.45 MILES EAST
 CV0476'ALONG A PIPE LINE ROAD, THENCE 1.4 MILES NORTH ALONG A DIRT ROAD,
 CV0476'0.05 MILE EAST OF A POINT WHERE THE ROAD TURNS TO THE EAST, AT THE
 CV0476'NORTHEAST CORNER OF A DIRT PAD FOR ERDA POTASH DRILL HOLE P 13,
 CV0476'A DISK CEMENTED IN THE TOP OF A 4-INCH IRON PIPE WELL CASING WHICH
 CV0476'PROJECTS 1.6 FT. ABOVE THE GROUND, 23 FT. NORTH OF THE EXTENDED
 CV0476'CENTER LINE OF THE ROAD, THE ROAD ENDS AT THIS MARK.
 CV0476
 CV0476                          STATION RECOVERY (1981)
 CV0476
 CV0476'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CV0476'THE WELL CASING HAS BEEN BENT OVER AND THE DISK WAS MISSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0695 ***********************************************************************
 CV0695  DESIGNATION -  L 348
 CV0695  PID         -  CV0695
 CV0695  STATE/COUNTY-  NM/LEA
 CV0695  USGS QUAD   -  THE DIVIDE (1984)
 CV0695
 CV0695                         *CURRENT SURVEY CONTROL
 CV0695  ___________________________________________________________________
 CV0695* NAD 83(1986)-  32 26 10.     (N)    103 42 37.     (W)     SCALED    
 CV0695* NAVD 88     -      1114.702  (meters)    3657.15   (feet)  ADJUSTED  
 CV0695  ___________________________________________________________________
 CV0695  GEOID HEIGHT-         -23.89  (meters)                     GEOID03
 CV0695  DYNAMIC HT  -        1113.095 (meters)    3651.88  (feet)  COMP
 CV0695  MODELED GRAV-     979,158.4   (mgal)                       NAVD 88
 CV0695
 CV0695  VERT ORDER  -  FIRST     CLASS I
 CV0695
 CV0695.The horizontal coordinates were scaled from a topographic map and have
 CV0695.an estimated accuracy of +/- 6 seconds.
 CV0695
 CV0695.The orthometric height was determined by differential leveling
 CV0695.and adjusted by the National Geodetic Survey in June 1991..
 CV0695
 CV0695.The geoid height was determined by GEOID03.
 CV0695
 CV0695.The dynamic height is computed by dividing the NAVD 88
 CV0695.geopotential number by the normal gravity value computed on the
 CV0695.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0695.degrees latitude (g = 980.6199 gals.).
 CV0695
 CV0695.The modeled gravity was interpolated from observed gravity values.
 CV0695
 CV0695;                    North         East    Units  Estimated Accuracy
 CV0695;SPC NM E     -   159,400.      223,590.      MT  (+/- 180 meters Scaled)
 CV0695
 CV0695                          SUPERSEDED SURVEY CONTROL
 CV0695
 CV0695  NGVD 29 (??/??/92) 1114.218  (m)         3655.56   (f) ADJ UNCH    1 1
 CV0695
 CV0695.Superseded values are not recommended for survey control.
 CV0695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0695.See file dsdata.txt to determine how the superseded data were derived.
 CV0695
 CV0695_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFR212895(NAD 83)
 CV0695_MARKER: DB = BENCH MARK DISK
 CV0695_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CV0695_SP_SET: 4 FT.
 CV0695_STAMPING: L 348 1977
 CV0695_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CV0695
 CV0695  HISTORY     - Date     Condition        Report By
 CV0695  HISTORY     - 1977     MONUMENTED       NGS
 CV0695
 CV0695                          STATION DESCRIPTION
 CV0695
 CV0695'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CV0695'45.35 MI EAST FROM CARLSBAD.
 CV0695'17.2 MILES NORTHEAST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE EAST END
 CV0695'OF THE BATAAN BRIDGE OVER THE PECOS RIVER, THENCE 7.8 MILES SOUTH
 CV0695'ALONG STATE HIGHWAY 31, THENCE 5.05 MILES EAST ALONG A DIRT ROAD,
 CV0695'THENCE 3.7 MILES SOUTH ALONG A DIRT ROAD, THENCE 8.8 MILES EAST
 CV0695'ALONG A PIPE LINE ROAD, THENCE 1.5 MILES NORTH ALONG A DIRT ROAD,
 CV0695'THENCE 0.7 MILES EAST ALONG A DIRT ROAD, THENCE 0.6 MILE NORTH ALONG
 CV0695'A DIRT ROAD, AT THE NORTH END OF THE ROAD AND AT THE SOUTHEAST CORNER
 CV0695'OF A DIRT PAD FOR AEC 7 DRILL HOLE, 47 FT. WEST OF THE CENTER LINE OF
 CV0695'THE ROAD, 15 FT. SOUTH OF THE SOUTH EDGE OF THE PAD, 124.5 FT.
 CV0695'SOUTH-SOUTHEAST OF THE CENTER OF THE PIPE CASING OF THE DRILL HOLE,
 CV0695'THE DISK IS 0.2 FT. BELOW THE LEVEL OF THE GROUND, ACCESS TO WHICH
 CV0695'IS HAD THROUGH A 4-INCH PLASTIC SCREW PLUG FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0593 ***********************************************************************
 CV0593  DESIGNATION -  L 349
 CV0593  PID         -  CV0593
 CV0593  STATE/COUNTY-  NM/EDDY
 CV0593  USGS QUAD   -  LIVINGSTON RIDGE (1985)
 CV0593
 CV0593                         *CURRENT SURVEY CONTROL
 CV0593  ___________________________________________________________________
 CV0593* NAD 83(1986)-  32 22 58.     (N)    103 46 27.     (W)     SCALED    
 CV0593* NAVD 88     -      1065.070  (meters)    3494.32   (feet)  ADJUSTED  
 CV0593  ___________________________________________________________________
 CV0593  GEOID HEIGHT-         -24.30  (meters)                     GEOID03
 CV0593  DYNAMIC HT  -        1063.531 (meters)    3489.27  (feet)  COMP
 CV0593  MODELED GRAV-     979,158.4   (mgal)                       NAVD 88
 CV0593
 CV0593  VERT ORDER  -  FIRST     CLASS I
 CV0593
 CV0593.The horizontal coordinates were scaled from a topographic map and have
 CV0593.an estimated accuracy of +/- 6 seconds.
 CV0593
 CV0593.The orthometric height was determined by differential leveling
 CV0593.and adjusted by the National Geodetic Survey in June 1991..
 CV0593
 CV0593.The geoid height was determined by GEOID03.
 CV0593
 CV0593.The dynamic height is computed by dividing the NAVD 88
 CV0593.geopotential number by the normal gravity value computed on the
 CV0593.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0593.degrees latitude (g = 980.6199 gals.).
 CV0593
 CV0593.The modeled gravity was interpolated from observed gravity values.
 CV0593
 CV0593;                    North         East    Units  Estimated Accuracy
 CV0593;SPC NM E     -   153,450.      217,610.      MT  (+/- 180 meters Scaled)
 CV0593
 CV0593                          SUPERSEDED SURVEY CONTROL
 CV0593
 CV0593  NGVD 29 (??/??/92) 1064.573  (m)         3492.69   (f) ADJ UNCH    1 1
 CV0593
 CV0593.Superseded values are not recommended for survey control.
 CV0593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0593.See file dsdata.txt to determine how the superseded data were derived.
 CV0593
 CV0593_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFR153835(NAD 83)
 CV0593_MARKER: DB = BENCH MARK DISK
 CV0593_SETTING: 80 = SET IN A BOULDER
 CV0593_STAMPING: L 349 1977
 CV0593_MARK LOGO: NGS   
 CV0593_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CV0593+STABILITY: SURFACE MOTION
 CV0593
 CV0593  HISTORY     - Date     Condition        Report By
 CV0593  HISTORY     - 1977     MONUMENTED       NGS
 CV0593  HISTORY     - 1981     GOOD             NGS
 CV0593
 CV0593                          STATION DESCRIPTION
 CV0593
 CV0593'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CV0593'39.95 MI EAST FROM CARLSBAD.
 CV0593'17.2 MILES NORTHEAST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE EAST END
 CV0593'OF THE BATAAN BRIDGE OVER THE PECOS RIVER, THENCE 7.8 MILES SOUTH
 CV0593'ALONG STATE HIGHWAY 31, THENCE 5.05 MILES EAST ALONG A DIRT ROAD,
 CV0593'THENCE 3.7 MILES SOUTH ALONG A DIRT ROAD, THENCE 5.6 MILES EAST
 CV0593'ALONG A PIPE LINE ROAD, THENCE 0.6 MILE SOUTH ALONG A DIRT ROAD,
 CV0593'0.6 MILE SOUTH OF BENCH MARK A 348, 0.05 MILE SOUTH OF THE JUNCTION
 CV0593'OF A DIRT ROAD LEADING SOUTHEAST AND A STEEL CATTLEGUARD ACROSS THE
 CV0593'ROAD, AT THE NORTH END OF A LONG BARROW PIT, 128 FT. EAST OF AND
 CV0593'ACROSS A DIRT ROAD FROM THE CENTER LINE OF THE ROAD, 76 FT. NORTHEAST
 CV0593'OF THE CENTER LINE OF A DIRT ROAD LEADING SOUTHEAST, IN THE TOP OF A
 CV0593'5 BY 5 FT. BOULDER WHICH PROJECTS 1 FT. ABOVE THE GROUND.
 CV0593
 CV0593                          STATION RECOVERY (1981)
 CV0593
 CV0593'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CV0593'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0223 ***********************************************************************
 CW0223  DESIGNATION -  L 35
 CW0223  PID         -  CW0223
 CW0223  STATE/COUNTY-  NM/EDDY
 CW0223  USGS QUAD   -  KITCHEN COVE (1985)
 CW0223
 CW0223                         *CURRENT SURVEY CONTROL
 CW0223  ___________________________________________________________________
 CW0223* NAD 83(1986)-  32 16 13.     (N)    104 17 19.     (W)     SCALED    
 CW0223* NAVD 88     -      1013.708  (meters)    3325.81   (feet)  ADJUSTED  
 CW0223  ___________________________________________________________________
 CW0223  GEOID HEIGHT-         -24.49  (meters)                     GEOID03
 CW0223  DYNAMIC HT  -        1012.231 (meters)    3320.96  (feet)  COMP
 CW0223  MODELED GRAV-     979,148.2   (mgal)                       NAVD 88
 CW0223
 CW0223  VERT ORDER  -  FIRST     CLASS II
 CW0223
 CW0223.The horizontal coordinates were scaled from a topographic map and have
 CW0223.an estimated accuracy of +/- 6 seconds.
 CW0223
 CW0223.The orthometric height was determined by differential leveling
 CW0223.and adjusted by the National Geodetic Survey in June 1991..
 CW0223
 CW0223.The geoid height was determined by GEOID03.
 CW0223
 CW0223.The dynamic height is computed by dividing the NAVD 88
 CW0223.geopotential number by the normal gravity value computed on the
 CW0223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0223.degrees latitude (g = 980.6199 gals.).
 CW0223
 CW0223.The modeled gravity was interpolated from observed gravity values.
 CW0223
 CW0223;                    North         East    Units  Estimated Accuracy
 CW0223;SPC NM E     -   140,840.      169,210.      MT  (+/- 180 meters Scaled)
 CW0223
 CW0223                          SUPERSEDED SURVEY CONTROL
 CW0223
 CW0223  NGVD 29 (??/??/92) 1013.19   (m)         3324.1    (f) COMPUTED    1 2
 CW0223
 CW0223.Superseded values are not recommended for survey control.
 CW0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0223.See file dsdata.txt to determine how the superseded data were derived.
 CW0223
 CW0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SER669706(NAD 83)
 CW0223_MARKER: DD = SURVEY DISK
 CW0223_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CW0223_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CW0223_STAMPING: L35 1933 3324
 CW0223_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CW0223+STABILITY: SURFACE MOTION
 CW0223
 CW0223  HISTORY     - Date     Condition        Report By
 CW0223  HISTORY     - 1933     MONUMENTED       USGS
 CW0223  HISTORY     - 1933     GOOD             NGS
 CW0223  HISTORY     - 1957     MARK NOT FOUND   NGS
 CW0223
 CW0223                          STATION DESCRIPTION
 CW0223
 CW0223'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 CW0223'11.2 MI SW FROM CARLSBAD.
 CW0223'11.2 MILES S. W. OF DEPOT ALONG U.S. HWY. NO. 62 9.0 MILES N. OF WHITE
 CW0223'CITY CAMP ALONG U.S. HWY. NO. 62, 58 FEET E. OF HWY., 25 FEET N. OF
 CW0223'DITCH ON EAST SIDE OF FENCE, 45 FEET N. OF HWY. STEEL RAIL RIGHT OF
 CW0223'WAY POST NO. 500+00.
 CW0223
 CW0223                          STATION RECOVERY (1957)
 CW0223
 CW0223'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 CW0223'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0534 ***********************************************************************
 CV0534  DESIGNATION -  L 350
 CV0534  PID         -  CV0534
 CV0534  STATE/COUNTY-  NM/EDDY
 CV0534  USGS QUAD   -  TOWER HILL NORTH (1985)
 CV0534
 CV0534                         *CURRENT SURVEY CONTROL
 CV0534  ___________________________________________________________________
 CV0534* NAD 83(1986)-  32 30 36.     (N)    103 55 20.     (W)     SCALED    
 CV0534* NAVD 88     -      1029.727  (meters)    3378.36   (feet)  ADJUSTED  
 CV0534  ___________________________________________________________________
 CV0534  GEOID HEIGHT-         -23.96  (meters)                     GEOID03
 CV0534  DYNAMIC HT  -        1028.263 (meters)    3373.56  (feet)  COMP
 CV0534  MODELED GRAV-     979,182.1   (mgal)                       NAVD 88
 CV0534
 CV0534  VERT ORDER  -  FIRST     CLASS I
 CV0534
 CV0534.The horizontal coordinates were scaled from a topographic map and have
 CV0534.an estimated accuracy of +/- 6 seconds.
 CV0534
 CV0534.The orthometric height was determined by differential leveling
 CV0534.and adjusted by the National Geodetic Survey in June 1991..
 CV0534
 CV0534.The geoid height was determined by GEOID03.
 CV0534
 CV0534.The dynamic height is computed by dividing the NAVD 88
 CV0534.geopotential number by the normal gravity value computed on the
 CV0534.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0534.degrees latitude (g = 980.6199 gals.).
 CV0534
 CV0534.The modeled gravity was interpolated from observed gravity values.
 CV0534
 CV0534;                    North         East    Units  Estimated Accuracy
 CV0534;SPC NM E     -   167,490.      203,630.      MT  (+/- 180 meters Scaled)
 CV0534
 CV0534                          SUPERSEDED SURVEY CONTROL
 CV0534
 CV0534  NGVD 29 (??/??/92) 1029.241  (m)         3376.77   (f) ADJ UNCH    1 1
 CV0534
 CV0534.Superseded values are not recommended for survey control.
 CV0534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0534.See file dsdata.txt to determine how the superseded data were derived.
 CV0534
 CV0534_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFR012974(NAD 83)
 CV0534_MARKER: DB = BENCH MARK DISK
 CV0534_SETTING: 66 = SET IN ROCK OUTCROP
 CV0534_SP_SET: OUTCROP
 CV0534_STAMPING: L 350 1977
 CV0534_MARK LOGO: NGS   
 CV0534_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CV0534+STABILITY: POSITION/ELEVATION WELL
 CV0534
 CV0534  HISTORY     - Date     Condition        Report By
 CV0534  HISTORY     - 1977     MONUMENTED       NGS
 CV0534  HISTORY     - 1982     GOOD             NGS
 CV0534
 CV0534                          STATION DESCRIPTION
 CV0534
 CV0534'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CV0534'20.5 MI NE FROM CARLSBAD.
 CV0534'19.6 MILES NORTHEAST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE EAST END
 CV0534'OF THE BATAAN BRIDGE OVER THE PECOS RIVER, THENCE 0.9 MILE SOUTHEAST
 CV0534'ALONG A DIRT ROAD, ON THE SOUTHWEST SLOPE OF A ROCKY HILL, 173 FT.
 CV0534'NORTHEAST OF THE CENTER LINE OF THE ROAD, IN THE TOP OF AN OUTCROP
 CV0534'WHICH PROJECTS 0.3 FT. ABOVE THE GROUND, 0.1 MILE NORTHWEST OF THE
 CV0534'JUNCTION OF A TRACK ROAD LEADING SOUTHWEST.
 CV0534
 CV0534                          STATION RECOVERY (1982)
 CV0534
 CV0534'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CV0534'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0551 ***********************************************************************
 CV0551  DESIGNATION -  L 351
 CV0551  PID         -  CV0551
 CV0551  STATE/COUNTY-  NM/EDDY
 CV0551  USGS QUAD   -  TOWER HILL SOUTH (1985)
 CV0551
 CV0551                         *CURRENT SURVEY CONTROL
 CV0551  ___________________________________________________________________
 CV0551* NAD 83(1986)-  32 25 27.     (N)    103 52 42.     (W)     SCALED    
 CV0551* NAVD 88     -       967.526  (meters)    3174.29   (feet)  ADJUSTED  
 CV0551  ___________________________________________________________________
 CV0551  GEOID HEIGHT-         -24.32  (meters)                     GEOID03
 CV0551  DYNAMIC HT  -         966.147 (meters)    3169.77  (feet)  COMP
 CV0551  MODELED GRAV-     979,181.0   (mgal)                       NAVD 88
 CV0551
 CV0551  VERT ORDER  -  FIRST     CLASS I
 CV0551
 CV0551.The horizontal coordinates were scaled from a topographic map and have
 CV0551.an estimated accuracy of +/- 6 seconds.
 CV0551
 CV0551.The orthometric height was determined by differential leveling
 CV0551.and adjusted by the National Geodetic Survey in June 1991..
 CV0551
 CV0551.The geoid height was determined by GEOID03.
 CV0551
 CV0551.The dynamic height is computed by dividing the NAVD 88
 CV0551.geopotential number by the normal gravity value computed on the
 CV0551.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0551.degrees latitude (g = 980.6199 gals.).
 CV0551
 CV0551.The modeled gravity was interpolated from observed gravity values.
 CV0551
 CV0551;                    North         East    Units  Estimated Accuracy
 CV0551;SPC NM E     -   157,990.      207,790.      MT  (+/- 180 meters Scaled)
 CV0551
 CV0551                          SUPERSEDED SURVEY CONTROL
 CV0551
 CV0551  NGVD 29 (??/??/92)  967.042  (m)         3172.70   (f) ADJ UNCH    1 1
 CV0551
 CV0551.Superseded values are not recommended for survey control.
 CV0551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0551.See file dsdata.txt to determine how the superseded data were derived.
 CV0551
 CV0551_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFR054880(NAD 83)
 CV0551_MARKER: DB = BENCH MARK DISK
 CV0551_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CV0551_SP_SET: 10 FT.
 CV0551_STAMPING: L 351 1977
 CV0551_MARK LOGO: NGS   
 CV0551_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CV0551
 CV0551  HISTORY     - Date     Condition        Report By
 CV0551  HISTORY     - 1977     MONUMENTED       NGS
 CV0551  HISTORY     - 1981     GOOD             NGS
 CV0551
 CV0551                          STATION DESCRIPTION
 CV0551
 CV0551'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CV0551'31.45 MI EAST FROM CARLSBAD.
 CV0551'17.2 MILES NORTHEAST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE EAST END
 CV0551'OF THE BATAAN BRIDGE OVER THE PECOS RIVER, THENCE 7.8 MILES SOUTH
 CV0551'ALONG STATE HIGHWAY 31, THENCE 5.05 MILES EAST ALONG A DIRT ROAD,
 CV0551'THENCE 1.4 MILES NORTH ALONG A DIRT TRACK ROAD, AT A GATE ACROSS THE
 CV0551'ROAD, AT THE NORTH END OF A FENCE, 13 FT. WEST OF THE CENTER LINE OF
 CV0551'THE ROAD, 13.5 FT. SOUTH OF THE WEST END OF A GATE, 1.0 FT. WEST OF A
 CV0551'FENCE, THE DISK IS 0.1 FT. BELOW THE LEVEL OF THE GROUND, ACCESS TO
 CV0551'WHICH IS HAD THROUGH A 4-INCH PLASTIC SCREW PLUG WHICH PROJECTS 2
 CV0551'INCHES ABOVE THE GROUND.
 CV0551
 CV0551                          STATION RECOVERY (1981)
 CV0551
 CV0551'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CV0551'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0630 ***********************************************************************
 CV0630  DESIGNATION -  L 352
 CV0630  PID         -  CV0630
 CV0630  STATE/COUNTY-  NM/LEA
 CV0630  USGS QUAD   -  WILLIAMS SINK (1985)
 CV0630
 CV0630                         *CURRENT SURVEY CONTROL
 CV0630  ___________________________________________________________________
 CV0630* NAD 83(1986)-  32 30 17.     (N)    103 47 03.     (W)     SCALED    
 CV0630* NAVD 88     -      1094.730  (meters)    3591.63   (feet)  ADJUSTED  
 CV0630  ___________________________________________________________________
 CV0630  GEOID HEIGHT-         -23.75  (meters)                     GEOID03
 CV0630  DYNAMIC HT  -        1093.167 (meters)    3586.50  (feet)  COMP
 CV0630  MODELED GRAV-     979,173.1   (mgal)                       NAVD 88
 CV0630
 CV0630  VERT ORDER  -  FIRST     CLASS I
 CV0630
 CV0630.The horizontal coordinates were scaled from a topographic map and have
 CV0630.an estimated accuracy of +/- 6 seconds.
 CV0630
 CV0630.The orthometric height was determined by differential leveling
 CV0630.and adjusted by the National Geodetic Survey in June 1991..
 CV0630
 CV0630.The geoid height was determined by GEOID03.
 CV0630
 CV0630.The dynamic height is computed by dividing the NAVD 88
 CV0630.geopotential number by the normal gravity value computed on the
 CV0630.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0630.degrees latitude (g = 980.6199 gals.).
 CV0630
 CV0630.The modeled gravity was interpolated from observed gravity values.
 CV0630
 CV0630;                    North         East    Units  Estimated Accuracy
 CV0630;SPC NM E     -   166,970.      216,600.      MT  (+/- 180 meters Scaled)
 CV0630
 CV0630                          SUPERSEDED SURVEY CONTROL
 CV0630
 CV0630  NGVD 29 (??/??/92) 1094.237  (m)         3590.01   (f) ADJ UNCH    1 1
 CV0630
 CV0630.Superseded values are not recommended for survey control.
 CV0630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0630.See file dsdata.txt to determine how the superseded data were derived.
 CV0630
 CV0630_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFR142970(NAD 83)
 CV0630_MARKER: DB = BENCH MARK DISK
 CV0630_SETTING: 66 = SET IN ROCK OUTCROP
 CV0630_SP_SET: OUTCROP
 CV0630_STAMPING: L 352 1977
 CV0630_MARK LOGO: NGS   
 CV0630_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CV0630+STABILITY: POSITION/ELEVATION WELL
 CV0630
 CV0630  HISTORY     - Date     Condition        Report By
 CV0630  HISTORY     - 1977     MONUMENTED       NGS
 CV0630  HISTORY     - 1982     GOOD             NGS
 CV0630
 CV0630                          STATION DESCRIPTION
 CV0630
 CV0630'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CV0630'29.45 MI NE FROM CARLSBAD.
 CV0630'27.45 MILES NORTHEAST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE EAST END
 CV0630'OF THE BATAAN BRIDGE OVER THE PECOS RIVER, THENCE 2.0 MILES SOUTHEAST
 CV0630'ALONG AN ASPHALT ROAD (KERR-MCGEE MINE ROAD), 0.2 MILE WEST OF BENCH
 CV0630'MARK J 352, AT THE JUNCTION OF A DIRT ROAD LEADING WEST, 125.5 FT.
 CV0630'SOUTHWEST OF THE CENTER LINE OF THE ROAD, 105 FT. SOUTH OF THE CENTER
 CV0630'LINE OF THE DIRT ROAD, 86 FT. SOUTH OF THE 1ST TELEPHONE POLE SOUTH
 CV0630'OF THE DIRT ROAD, IN THE TOP OF AN OUTCROP WHICH PROJECTS 0.3 FT.
 CV0630'ABOVE THE GROUND.
 CV0630
 CV0630                          STATION RECOVERY (1982)
 CV0630
 CV0630'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CV0630'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0657 ***********************************************************************
 CV0657  DESIGNATION -  L 353
 CV0657  PID         -  CV0657
 CV0657  STATE/COUNTY-  NM/LEA
 CV0657  USGS QUAD   -  OIL CENTER (1984)
 CV0657
 CV0657                         *CURRENT SURVEY CONTROL
 CV0657  ___________________________________________________________________
 CV0657* NAD 83(1986)-  32 23 57.     (N)    103 15 34.     (W)     SCALED    
 CV0657* NAVD 88     -      1080.592  (meters)    3545.24   (feet)  ADJUSTED  
 CV0657  ___________________________________________________________________
 CV0657  GEOID HEIGHT-         -22.64  (meters)                     GEOID03
 CV0657  DYNAMIC HT  -        1079.087 (meters)    3540.30  (feet)  COMP
 CV0657  MODELED GRAV-     979,209.1   (mgal)                       NAVD 88
 CV0657
 CV0657  VERT ORDER  -  FIRST     CLASS I
 CV0657
 CV0657.The horizontal coordinates were scaled from a topographic map and have
 CV0657.an estimated accuracy of +/- 6 seconds.
 CV0657
 CV0657.The orthometric height was determined by differential leveling
 CV0657.and adjusted by the National Geodetic Survey in June 1991..
 CV0657
 CV0657.The geoid height was determined by GEOID03.
 CV0657
 CV0657.The dynamic height is computed by dividing the NAVD 88
 CV0657.geopotential number by the normal gravity value computed on the
 CV0657.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0657.degrees latitude (g = 980.6199 gals.).
 CV0657
 CV0657.The modeled gravity was interpolated from observed gravity values.
 CV0657
 CV0657;                    North         East    Units  Estimated Accuracy
 CV0657;SPC NM E     -   155,640.      266,030.      MT  (+/- 180 meters Scaled)
 CV0657
 CV0657                          SUPERSEDED SURVEY CONTROL
 CV0657
 CV0657  NGVD 29 (??/??/92) 1080.144  (m)         3543.77   (f) ADJ UNCH    1 1
 CV0657
 CV0657.Superseded values are not recommended for survey control.
 CV0657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0657.See file dsdata.txt to determine how the superseded data were derived.
 CV0657
 CV0657_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFR636860(NAD 83)
 CV0657_MARKER: DB = BENCH MARK DISK
 CV0657_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 CV0657+WITH SETTING: INTO GROUND
 CV0657_STAMPING: L 353 1977
 CV0657_MARK LOGO: NGS   
 CV0657_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CV0657+STABILITY: SURFACE MOTION
 CV0657
 CV0657  HISTORY     - Date     Condition        Report By
 CV0657  HISTORY     - 1977     MONUMENTED       NGS
 CV0657  HISTORY     - 1982     GOOD             NGS
 CV0657
 CV0657                          STATION DESCRIPTION
 CV0657
 CV0657'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CV0657'8.3 MI SW FROM EUNICE.
 CV0657'2.5 MILES SOUTH ALONG STATE HIGHWAY LOOP 18 FROM THE JUNCTION OF
 CV0657'STATE HIGHWAY 8 AND 176 (TEXAS AVENUE) AT EUNICE, THENCE 5.8 MILES
 CV0657'WEST ALONG A PAVED ROAD LOCALLY KNOWN AS THE DELAWARE BASIN ROAD,
 CV0657'AT THE JUNCTION OF A GRAVEL ROAD LEADING NORTH, 48.5 FT. NORTH OF
 CV0657'THE CENTER LINE OF THE PAVED ROAD, 15 FT. WEST OF THE CENTER LINE
 CV0657'OF THE GRAVEL ROAD, 9 FT. WEST OF THE WEST END OF AN IRON CATTLEGUARD,
 CV0657'1.5 FT. SOUTH OF A RIGHT OF WAY FENCE, THE DISK IS 0.4 FT. BELOW
 CV0657'GROUND LEVEL, ACCESS TO WHICH IS HAD THROUGH A 4 INCH PLASTIC SCREW
 CV0657'CAP FLUSH WITH THE GROUND.
 CV0657
 CV0657                          STATION RECOVERY (1982)
 CV0657
 CV0657'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CV0657'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0681 ***********************************************************************
 CV0681  DESIGNATION -  L 354
 CV0681  PID         -  CV0681
 CV0681  STATE/COUNTY-  NM/LEA
 CV0681  USGS QUAD   -  SAN SIMON RANCH (1984)
 CV0681
 CV0681                         *CURRENT SURVEY CONTROL
 CV0681  ___________________________________________________________________
 CV0681* NAD 83(1986)-  32 22 47.     (N)    103 26 28.     (W)     SCALED    
 CV0681* NAVD 88     -      1051.557  (meters)    3449.98   (feet)  ADJUSTED  
 CV0681  ___________________________________________________________________
 CV0681  GEOID HEIGHT-         -23.42  (meters)                     GEOID03
 CV0681  DYNAMIC HT  -        1050.052 (meters)    3445.05  (feet)  COMP
 CV0681  MODELED GRAV-     979,171.6   (mgal)                       NAVD 88
 CV0681
 CV0681  VERT ORDER  -  FIRST     CLASS I
 CV0681
 CV0681.The horizontal coordinates were scaled from a topographic map and have
 CV0681.an estimated accuracy of +/- 6 seconds.
 CV0681
 CV0681.The orthometric height was determined by differential leveling
 CV0681.and adjusted by the National Geodetic Survey in June 1991..
 CV0681
 CV0681.The geoid height was determined by GEOID03.
 CV0681
 CV0681.The dynamic height is computed by dividing the NAVD 88
 CV0681.geopotential number by the normal gravity value computed on the
 CV0681.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0681.degrees latitude (g = 980.6199 gals.).
 CV0681
 CV0681.The modeled gravity was interpolated from observed gravity values.
 CV0681
 CV0681;                    North         East    Units  Estimated Accuracy
 CV0681;SPC NM E     -   153,320.      248,950.      MT  (+/- 180 meters Scaled)
 CV0681
 CV0681                          SUPERSEDED SURVEY CONTROL
 CV0681
 CV0681  NGVD 29 (??/??/92) 1051.071  (m)         3448.39   (f) ADJ UNCH    1 1
 CV0681
 CV0681.Superseded values are not recommended for survey control.
 CV0681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0681.See file dsdata.txt to determine how the superseded data were derived.
 CV0681
 CV0681_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFR466835(NAD 83)
 CV0681_MARKER: DB = BENCH MARK DISK
 CV0681_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 CV0681+WITH SETTING: INTO GROUND
 CV0681_STAMPING: L 354 1977
 CV0681_MARK LOGO: NGS   
 CV0681_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CV0681+STABILITY: SURFACE MOTION
 CV0681
 CV0681  HISTORY     - Date     Condition        Report By
 CV0681  HISTORY     - 1977     MONUMENTED       NGS
 CV0681  HISTORY     - 1982     GOOD             NGS
 CV0681
 CV0681                          STATION DESCRIPTION
 CV0681
 CV0681'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CV0681'26.7 MI SW FROM EUNICE.
 CV0681'2.5 MILES SOUTH ALONG STATE HIGHWAY LOOP 18 FROM THE JUNCTION OF
 CV0681'STATE HIGHWAY 8 AND 176 (TEXAS AVENUE) AT EUNICE, THENCE 20.4 MILES
 CV0681'IN A WESTERLY DIRECTION ALONG A PAVED ROAD LOCALLY KNOWN AS THE
 CV0681'DELAWARE BASIN ROAD, THENCE 3.8 MILES NORTH ALONG A GRAVEL ROAD,
 CV0681'ABOUT 82 YARDS WEST SOUTHWEST OF THE SOUTHWEST LEG OF A WINDMILL,
 CV0681'21 FEET EAST OF THE CENTER LINE OF THE ROAD, 1.5 FEET SOUTH OF A
 CV0681'FENCE CORNER POST, 1 FOOT WEST OF THE FENCE LINE, DISK IS 0.5 FOOT
 CV0681'BELOW THE SURFACE OF THE GROUND ACCESS TO WHICH IS HAD THROUGH A
 CV0681'4 INCH PLASTIC SCREW CAP FLUSH WITH THE GROUND.
 CV0681
 CV0681                          STATION RECOVERY (1982)
 CV0681
 CV0681'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CV0681'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0704 ***********************************************************************
 CV0704  DESIGNATION -  L 355
 CV0704  PID         -  CV0704
 CV0704  STATE/COUNTY-  NM/LEA
 CV0704  USGS QUAD   -  GRAMA RIDGE (1984)
 CV0704
 CV0704                         *CURRENT SURVEY CONTROL
 CV0704  ___________________________________________________________________
 CV0704* NAD 83(1986)-  32 26 53.     (N)    103 33 35.     (W)     SCALED    
 CV0704* NAVD 88     -      1133.281  (meters)    3718.11   (feet)  ADJUSTED  
 CV0704  ___________________________________________________________________
 CV0704  GEOID HEIGHT-         -23.43  (meters)                     GEOID03
 CV0704  DYNAMIC HT  -        1131.655 (meters)    3712.77  (feet)  COMP
 CV0704  MODELED GRAV-     979,165.2   (mgal)                       NAVD 88
 CV0704
 CV0704  VERT ORDER  -  FIRST     CLASS I
 CV0704
 CV0704.The horizontal coordinates were scaled from a topographic map and have
 CV0704.an estimated accuracy of +/- 6 seconds.
 CV0704
 CV0704.The orthometric height was determined by differential leveling
 CV0704.and adjusted by the National Geodetic Survey in June 1991..
 CV0704
 CV0704.The geoid height was determined by GEOID03.
 CV0704
 CV0704.The dynamic height is computed by dividing the NAVD 88
 CV0704.geopotential number by the normal gravity value computed on the
 CV0704.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0704.degrees latitude (g = 980.6199 gals.).
 CV0704
 CV0704.The modeled gravity was interpolated from observed gravity values.
 CV0704
 CV0704;                    North         East    Units  Estimated Accuracy
 CV0704;SPC NM E     -   160,810.      237,740.      MT  (+/- 180 meters Scaled)
 CV0704
 CV0704                          SUPERSEDED SURVEY CONTROL
 CV0704
 CV0704  NGVD 29 (??/??/92) 1132.786  (m)         3716.48   (f) ADJ UNCH    1 1
 CV0704
 CV0704.Superseded values are not recommended for survey control.
 CV0704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0704.See file dsdata.txt to determine how the superseded data were derived.
 CV0704
 CV0704_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFR353910(NAD 83)
 CV0704_MARKER: DB = BENCH MARK DISK
 CV0704_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CV0704_SP_SET: 7 FT.
 CV0704_STAMPING: L 355 1977
 CV0704_MARK LOGO: NGS   
 CV0704_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CV0704
 CV0704  HISTORY     - Date     Condition        Report By
 CV0704  HISTORY     - 1977     MONUMENTED       NGS
 CV0704  HISTORY     - 1982     GOOD             NGS
 CV0704
 CV0704                          STATION DESCRIPTION
 CV0704
 CV0704'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CV0704'52.8 MI EAST FROM CARLSBAD.
 CV0704'17.2 MILES NORTHEAST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE EAST END
 CV0704'OF THE BATAAN BRIDGE OVER THE PECOS RIVER, THENCE 7.8 MILES SOUTH
 CV0704'ALONG STATE HIGHWAY 31, THENCE 5.05 MILES EAST ALONG A DIRT ROAD,
 CV0704'THENCE 3.7 MILES SOUTH ALONG A DIRT ROAD, THENCE 19.05 MILES EAST
 CV0704'ALONG A PIPE LINE ROAD, 0.35 MILE WEST OF THE JUNCTION OF A ROAD
 CV0704'LEADING SOUTH TO A ROCK QUARRY, 24 FT. SOUTH OF THE CENTER LINE OF
 CV0704'THE ROAD, THE DISK IS 4 INCHES BELOW THE LEVEL OF THE GROUND, ACCESS
 CV0704'TO WHICH IS HAD THROUGH A 4-INCH PLASTIC SCREW PLUG WHICH PROJECTS
 CV0704'2 INCHES ABOVE THE GROUND.
 CV0704
 CV0704                          STATION RECOVERY (1982)
 CV0704
 CV0704'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CV0704'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0510 ***********************************************************************
 EQ0510  DESIGNATION -  L 356
 EQ0510  PID         -  EQ0510
 EQ0510  STATE/COUNTY-  NM/SOCORRO
 EQ0510  USGS QUAD   -  ARROYO LANDAVASO (1995)
 EQ0510
 EQ0510                         *CURRENT SURVEY CONTROL
 EQ0510  ___________________________________________________________________
 EQ0510* NAD 83(1986)-  34 06 16.     (N)    107 16 59.     (W)     SCALED    
 EQ0510* NAVD 88     -      2015.523  (meters)    6612.60   (feet)  ADJUSTED  
 EQ0510  ___________________________________________________________________
 EQ0510  GEOID HEIGHT-         -21.57  (meters)                     GEOID03
 EQ0510  DYNAMIC HT  -        2012.456 (meters)    6602.53  (feet)  COMP
 EQ0510  MODELED GRAV-     979,042.3   (mgal)                       NAVD 88
 EQ0510
 EQ0510  VERT ORDER  -  FIRST     CLASS I
 EQ0510
 EQ0510.The horizontal coordinates were scaled from a topographic map and have
 EQ0510.an estimated accuracy of +/- 6 seconds.
 EQ0510
 EQ0510.The orthometric height was determined by differential leveling
 EQ0510.and adjusted by the National Geodetic Survey in June 1991..
 EQ0510
 EQ0510.The geoid height was determined by GEOID03.
 EQ0510
 EQ0510.The dynamic height is computed by dividing the NAVD 88
 EQ0510.geopotential number by the normal gravity value computed on the
 EQ0510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0510.degrees latitude (g = 980.6199 gals.).
 EQ0510
 EQ0510.The modeled gravity was interpolated from observed gravity values.
 EQ0510
 EQ0510;                    North         East    Units  Estimated Accuracy
 EQ0510;SPC NM C     -   344,720.      404,690.      MT  (+/- 180 meters Scaled)
 EQ0510
 EQ0510                          SUPERSEDED SURVEY CONTROL
 EQ0510
 EQ0510  NGVD 29 (??/??/92) 2014.638  (m)         6609.69   (f) ADJ UNCH    1 1
 EQ0510
 EQ0510.Superseded values are not recommended for survey control.
 EQ0510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0510.See file dsdata.txt to determine how the superseded data were derived.
 EQ0510
 EQ0510_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBT894760(NAD 83)
 EQ0510_MARKER: DB = BENCH MARK DISK
 EQ0510_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EQ0510_SP_SET: STAINLESS STEEL ROD
 EQ0510_STAMPING: L 356 1978
 EQ0510_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EQ0510
 EQ0510  HISTORY     - Date     Condition        Report By
 EQ0510  HISTORY     - 1978     MONUMENTED       NGS
 EQ0510
 EQ0510                          STATION DESCRIPTION
 EQ0510
 EQ0510'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 EQ0510'2.9 MI WEST FROM MAGDALENA.
 EQ0510'2.9 MILES WEST ALONG U.S. HIGHWAY 60 FROM THE POST OFFICE IN
 EQ0510'MAGDALENA.  MARK IS SET AT THE WEST END OF A ROADSIDE REST AREA, AT
 EQ0510'A FENCE CORNER POST EAST OF A PRIVATE DRIVE LEADING NORTH, 135 FEET
 EQ0510'NORTH OF THE CENTERLINE OF THE HIGHWAY, 33.5 FEET EAST OF THE CENTER
 EQ0510'OF THE PRIVATE DRIVE, AND 1 FOOT SOUTH OF THE CORNER POST ON THE RIGHT
 EQ0510'OF WAY FENCE.  DISK IS SET LEVEL WITH THE GROUND, ACCESS TO WHICH IS
 EQ0510'TO BE HAD THROUGH A 4 INCH SCREW PLUG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0521 ***********************************************************************
 EQ0521  DESIGNATION -  L 357
 EQ0521  PID         -  EQ0521
 EQ0521  STATE/COUNTY-  NM/SOCORRO
 EQ0521  USGS QUAD   -  ARROWHEAD WELL (1995)
 EQ0521
 EQ0521                         *CURRENT SURVEY CONTROL
 EQ0521  ___________________________________________________________________
 EQ0521* NAD 83(1986)-  34 03 50.     (N)    107 30 29.     (W)     SCALED    
 EQ0521* NAVD 88     -      2134.477  (meters)    7002.86   (feet)  ADJUSTED  
 EQ0521  ___________________________________________________________________
 EQ0521  GEOID HEIGHT-         -21.60  (meters)                     GEOID03
 EQ0521  DYNAMIC HT  -        2131.152 (meters)    6991.95  (feet)  COMP
 EQ0521  MODELED GRAV-     979,002.0   (mgal)                       NAVD 88
 EQ0521
 EQ0521  VERT ORDER  -  FIRST     CLASS I
 EQ0521
 EQ0521.The horizontal coordinates were scaled from a topographic map and have
 EQ0521.an estimated accuracy of +/- 6 seconds.
 EQ0521
 EQ0521.The orthometric height was determined by differential leveling
 EQ0521.and adjusted by the National Geodetic Survey in June 1991..
 EQ0521
 EQ0521.The geoid height was determined by GEOID03.
 EQ0521
 EQ0521.The dynamic height is computed by dividing the NAVD 88
 EQ0521.geopotential number by the normal gravity value computed on the
 EQ0521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0521.degrees latitude (g = 980.6199 gals.).
 EQ0521
 EQ0521.The modeled gravity was interpolated from observed gravity values.
 EQ0521
 EQ0521;                    North         East    Units  Estimated Accuracy
 EQ0521;SPC NM C     -   340,450.      383,870.      MT  (+/- 180 meters Scaled)
 EQ0521
 EQ0521                          SUPERSEDED SURVEY CONTROL
 EQ0521
 EQ0521  NGVD 29 (??/??/92) 2133.530  (m)         6999.76   (f) ADJ UNCH    1 1
 EQ0521
 EQ0521.Superseded values are not recommended for survey control.
 EQ0521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0521.See file dsdata.txt to determine how the superseded data were derived.
 EQ0521
 EQ0521_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBT685720(NAD 83)
 EQ0521_MARKER: DB = BENCH MARK DISK
 EQ0521_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EQ0521_SP_SET: STAINLESS STEEL ROD
 EQ0521_STAMPING: L 357 1978
 EQ0521_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EQ0521
 EQ0521  HISTORY     - Date     Condition        Report By
 EQ0521  HISTORY     - 1978     MONUMENTED       NGS
 EQ0521
 EQ0521                          STATION DESCRIPTION
 EQ0521
 EQ0521'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 EQ0521'15.4 MI WEST FROM MAGDALENA.
 EQ0521'11.65 MILES WEST ALONG U.S. HIGHWAY 60 FROM THE POST OFFICE IN
 EQ0521'MAGDALENA, THENCE 0.75 MILE SOUTHWEST ALONG STATE HIGHWAY 52, AND
 EQ0521'THENCE 3.0 MILES WEST ALONG A GRAVEL ROAD.  AT THE FIRST POLE WEST OF
 EQ0521'A POWER LINE JUNCTION POLE FOR A POWER LINE COMING FROM THE NORTH,
 EQ0521'78 FEET SOUTH OF THE CENTER OF THE ROAD AND 1.5 FEET WEST OF THE POWER
 EQ0521'POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1206 ***********************************************************************
 CX1206  DESIGNATION -  L 358
 CX1206  PID         -  CX1206
 CX1206  STATE/COUNTY-  NM/LUNA
 CX1206  USGS QUAD   -  SPALDING (1964)
 CX1206
 CX1206                         *CURRENT SURVEY CONTROL
 CX1206  ___________________________________________________________________
 CX1206* NAD 83(1986)-  32 29 35.     (N)    107 58 29.     (W)     SCALED    
 CX1206* NAVD 88     -      1474.051  (meters)    4836.12   (feet)  ADJUSTED  
 CX1206  ___________________________________________________________________
 CX1206  GEOID HEIGHT-         -24.29  (meters)                     GEOID03
 CX1206  DYNAMIC HT  -        1471.789 (meters)    4828.69  (feet)  COMP
 CX1206  MODELED GRAV-     979,052.3   (mgal)                       NAVD 88
 CX1206
 CX1206  VERT ORDER  -  FIRST     CLASS II
 CX1206
 CX1206.The horizontal coordinates were scaled from a topographic map and have
 CX1206.an estimated accuracy of +/- 6 seconds.
 CX1206
 CX1206.The orthometric height was determined by differential leveling
 CX1206.and adjusted by the National Geodetic Survey in June 1991..
 CX1206
 CX1206.The geoid height was determined by GEOID03.
 CX1206
 CX1206.The dynamic height is computed by dividing the NAVD 88
 CX1206.geopotential number by the normal gravity value computed on the
 CX1206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX1206.degrees latitude (g = 980.6199 gals.).
 CX1206
 CX1206.The modeled gravity was interpolated from observed gravity values.
 CX1206
 CX1206;                    North         East    Units  Estimated Accuracy
 CX1206;SPC NM W     -   165,550.      816,710.      MT  (+/- 180 meters Scaled)
 CX1206
 CX1206                          SUPERSEDED SURVEY CONTROL
 CX1206
 CX1206.No superseded survey control is available for this station.
 CX1206
 CX1206_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBR204989(NAD 83)
 CX1206_MARKER: DB = BENCH MARK DISK
 CX1206_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CX1206+WITH SETTING: INFORMATION.
 CX1206_SP_SET: SHALLOW SET METAL ROD
 CX1206_STAMPING: L 358 1979
 CX1206_PROJECTION: FLUSH
 CX1206_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX1206_ROD/PIPE-DEPTH: 2.1  meters
 CX1206
 CX1206  HISTORY     - Date     Condition        Report By
 CX1206  HISTORY     - 1979     MONUMENTED       NGS
 CX1206
 CX1206                          STATION DESCRIPTION
 CX1206
 CX1206'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CX1206'31.7 KM NW FROM DEMING.
 CX1206'0.2 KILOMETER (0.1 MILE) EAST ALONG SPRUCE STREET FROM THE POST OFFICE
 CX1206'IN DEMING, THENCE 31.5 KILOMETERS (19.7 MILES) NORTHWEST ALONG U.S.
 CX1206'HIGHWAY 180, 0.08 KILOMETER (0.05 MILE) SOUTHEAST OF BUTTERFIELD
 CX1206'TRAIL MONUMENT, 46.4 METERS (152.4 FEET) EAST-SOUTHEAST OF THE
 CX1206'EAST-SOUTHEAST END OF THE CENTER OF THE EAST GALVANIZED DRAINAGE
 CX1206'PIPE LEADING NORTHEAST UNDER THE HIGHWAY, 19.3 METERS (63.3 FEET)
 CX1206'NORTH OF THE CENTERLINE OF THE HIGHWAY AND 0.8 METER (2.9 FEET)
 CX1206'SOUTHWEST OF A FENCE.  NOTE= REFUSAL WAS REACHED AT 2.1 METERS
 CX1206'(7.0 FEET).  ACCESS TO DISK IS THROUGH A 4-INCH SCREW PLUG.
 CX1206'THE MARK IS 0.6 METERS  NW FROM A WITNESS POST.
 CX1206'THE MARK IS 0.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0787 ***********************************************************************
 CY0787  DESIGNATION -  L 359
 CY0787  PID         -  CY0787
 CY0787  STATE/COUNTY-  NM/GRANT
 CY0787  USGS QUAD   -  FORT BAYARD (1992)
 CY0787
 CY0787                         *CURRENT SURVEY CONTROL
 CY0787  ___________________________________________________________________
 CY0787* NAD 83(1986)-  32 47 10.     (N)    108 13 50.     (W)     SCALED    
 CY0787* NAVD 88     -      1845.662  (meters)    6055.31   (feet)  ADJUSTED  
 CY0787  ___________________________________________________________________
 CY0787  GEOID HEIGHT-         -23.64  (meters)                     GEOID03
 CY0787  DYNAMIC HT  -        1842.757 (meters)    6045.78  (feet)  COMP
 CY0787  MODELED GRAV-     978,998.5   (mgal)                       NAVD 88
 CY0787
 CY0787  VERT ORDER  -  FIRST     CLASS II
 CY0787
 CY0787.The horizontal coordinates were scaled from a topographic map and have
 CY0787.an estimated accuracy of +/- 6 seconds.
 CY0787
 CY0787.The orthometric height was determined by differential leveling
 CY0787.and adjusted by the National Geodetic Survey in June 1991..
 CY0787
 CY0787.The geoid height was determined by GEOID03.
 CY0787
 CY0787.The dynamic height is computed by dividing the NAVD 88
 CY0787.geopotential number by the normal gravity value computed on the
 CY0787.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0787.degrees latitude (g = 980.6199 gals.).
 CY0787
 CY0787.The modeled gravity was interpolated from observed gravity values.
 CY0787
 CY0787;                    North         East    Units  Estimated Accuracy
 CY0787;SPC NM W     -   198,110.      792,790.      MT  (+/- 180 meters Scaled)
 CY0787
 CY0787                          SUPERSEDED SURVEY CONTROL
 CY0787
 CY0787.No superseded survey control is available for this station.
 CY0787
 CY0787_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYB593309(NAD 83)
 CY0787_MARKER: DB = BENCH MARK DISK
 CY0787_SETTING: 66 = SET IN ROCK OUTCROP
 CY0787_SP_SET: ROCK OUTCROP
 CY0787_STAMPING: L 359 1980
 CY0787_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CY0787+STABILITY: POSITION/ELEVATION WELL
 CY0787
 CY0787  HISTORY     - Date     Condition        Report By
 CY0787  HISTORY     - 1980     MONUMENTED       NGS
 CY0787
 CY0787                          STATION DESCRIPTION
 CY0787
 CY0787'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CY0787'5.3 KM SE FROM SILVER CITY.
 CY0787'1.1 KILOMETERS (0.7 MILE) NORTH ALONG HUDSON STREET (STATE HIGHWAY 90)
 CY0787'FROM THE POST OFFICE IN SILVER CITY, THENCE 4.3 KILOMETERS (2.7 MILES)
 CY0787'SOUTHEAST ALONG U.S. HIGHWAY 180, 50.6 METERS (166.0 FEET) EAST OF
 CY0787'MILE MARKER 116 AND 9.1 METERS (29.9 FEET) NORTH OF THE CENTERLINE
 CY0787'OF THE WEST-BOUND LANES OF THE HIGHWAY.
 CY0787'THE MARK IS 0.2 METERS  S FROM A WITNESS POST.
 CY0787'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0045 ***********************************************************************
 CY0045  DESIGNATION -  L 36
 CY0045  PID         -  CY0045
 CY0045  STATE/COUNTY-  NM/GRANT
 CY0045  USGS QUAD   -  SILVER CITY (1992)
 CY0045
 CY0045                         *CURRENT SURVEY CONTROL
 CY0045  ___________________________________________________________________
 CY0045* NAD 83(1986)-  32 45 41.     (N)    108 18 37.     (W)     SCALED    
 CY0045* NAVD 88     -      1871.363  (meters)    6139.63   (feet)  POSTED    
 CY0045  ___________________________________________________________________
 CY0045  GEOID HEIGHT-         -23.91  (meters)                     GEOID03
 CY0045  DYNAMIC HT  -        1868.380 (meters)    6129.84  (feet)  COMP
 CY0045  MODELED GRAV-     978,979.9   (mgal)                       NAVD 88
 CY0045
 CY0045  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 CY0045
 CY0045.The horizontal coordinates were scaled from a topographic map and have
 CY0045.an estimated accuracy of +/- 6 seconds.
 CY0045
 CY0045.The orthometric height was determined by differential leveling
 CY0045.and adjusted by the National Geodetic Survey in 1992..
 CY0045.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 CY0045.rate of 1.1 thru 2.0 mm/km.
 CY0045
 CY0045.The geoid height was determined by GEOID03.
 CY0045
 CY0045.The dynamic height is computed by dividing the NAVD 88
 CY0045.geopotential number by the normal gravity value computed on the
 CY0045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0045.degrees latitude (g = 980.6199 gals.).
 CY0045
 CY0045.The modeled gravity was interpolated from observed gravity values.
 CY0045
 CY0045;                    North         East    Units  Estimated Accuracy
 CY0045;SPC NM W     -   195,400.      785,310.      MT  (+/- 180 meters Scaled)
 CY0045
 CY0045                          SUPERSEDED SURVEY CONTROL
 CY0045
 CY0045  NGVD 29 (??/??/92) 1870.433  (m)         6136.58   (f) ADJ UNCH    1 2
 CY0045
 CY0045.Superseded values are not recommended for survey control.
 CY0045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0045.See file dsdata.txt to determine how the superseded data were derived.
 CY0045
 CY0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYB519280(NAD 83)
 CY0045_MARKER: DB = BENCH MARK DISK
 CY0045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CY0045_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CY0045_STAMPING: L 36 1934
 CY0045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CY0045+STABILITY: SURFACE MOTION
 CY0045
 CY0045  HISTORY     - Date     Condition        Report By
 CY0045  HISTORY     - 1935     MONUMENTED       CGS
 CY0045  HISTORY     - 1980     MARK NOT FOUND   NGS
 CY0045
 CY0045                          STATION DESCRIPTION
 CY0045
 CY0045'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 CY0045'2.5 MI W FROM SILVER CITY.
 CY0045'2.5 MILES WEST ALONG U.S. HIGHWAY 260 FROM THE POST OFFICE AT SILVER
 CY0045'CITY, GRANT COUNTY, AT THE JUNCTION OF A ROAD LEADING TO A RANCH, 47
 CY0045'FEET EAST OF A GATE TO THE BURKE RANCH, AND 56 FEET NORTH OF THE
 CY0045'CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED L 36 1934 AND SET
 CY0045'IN THE TOP OF A CONCRETE POST.
 CY0045
 CY0045                          STATION RECOVERY (1980)
 CY0045
 CY0045'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CY0045'THE MARK WAS NOT FOUND AFTER A THOROUGH SEARCH OF THE AREA WAS MADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0228 ***********************************************************************
 CW0228  DESIGNATION -  L 36
 CW0228  PID         -  CW0228
 CW0228  STATE/COUNTY-  NM/EDDY
 CW0228  USGS QUAD   -  KITCHEN COVE (1985)
 CW0228
 CW0228                         *CURRENT SURVEY CONTROL
 CW0228  ___________________________________________________________________
 CW0228* NAD 83(1986)-  32 18 51.     (N)    104 16 02.     (W)     SCALED    
 CW0228* NAVD 88     -      1002.227  (meters)    3288.14   (feet)  ADJUSTED  
 CW0228  ___________________________________________________________________
 CW0228  GEOID HEIGHT-         -24.45  (meters)                     GEOID03
 CW0228  DYNAMIC HT  -        1000.779 (meters)    3283.39  (feet)  COMP
 CW0228  MODELED GRAV-     979,161.2   (mgal)                       NAVD 88
 CW0228
 CW0228  VERT ORDER  -  FIRST     CLASS II
 CW0228
 CW0228.The horizontal coordinates were scaled from a topographic map and have
 CW0228.an estimated accuracy of +/- 6 seconds.
 CW0228
 CW0228.The orthometric height was determined by differential leveling
 CW0228.and adjusted by the National Geodetic Survey in June 1991..
 CW0228
 CW0228.The geoid height was determined by GEOID03.
 CW0228
 CW0228.The dynamic height is computed by dividing the NAVD 88
 CW0228.geopotential number by the normal gravity value computed on the
 CW0228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0228.degrees latitude (g = 980.6199 gals.).
 CW0228
 CW0228.The modeled gravity was interpolated from observed gravity values.
 CW0228
 CW0228;                    North         East    Units  Estimated Accuracy
 CW0228;SPC NM E     -   145,710.      171,230.      MT  (+/- 180 meters Scaled)
 CW0228
 CW0228                          SUPERSEDED SURVEY CONTROL
 CW0228
 CW0228  NGVD 29 (??/??/92) 1001.714  (m)         3286.46   (f) ADJ UNCH    1 2
 CW0228
 CW0228.Superseded values are not recommended for survey control.
 CW0228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0228.See file dsdata.txt to determine how the superseded data were derived.
 CW0228
 CW0228_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SER689754(NAD 83)
 CW0228_MARKER: DD = SURVEY DISK
 CW0228_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CW0228_SP_SET: CULVERT
 CW0228_STAMPING: L 36 3286 1933
 CW0228_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CW0228
 CW0228  HISTORY     - Date     Condition        Report By
 CW0228  HISTORY     - 1933     MONUMENTED       USGS
 CW0228  HISTORY     - 1945     GOOD             NGS
 CW0228  HISTORY     - 1957     MARK NOT FOUND   NGS
 CW0228
 CW0228                          STATION DESCRIPTION
 CW0228
 CW0228'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 CW0228'7.9 MI SW FROM CARLSBAD.
 CW0228'BENCH MARK IS 51.0 FEET EAST OF AND ABOUT 2.0 FEET LOWER THAN THE
 CW0228'CENTER LINE OF THE HIGHWAY, 38.0 FEET SOUTHEAST OF THE NORTH END OF
 CW0228'THE EAST HEADWALL OF A TWO TUBE CULVERT, 48.0 FEET WEST OF THE RIGHT
 CW0228'OF WAY FENCE AND 1.0 FOOT NORTH OF A 4 X 4 MARKER POST, MARK PROJECTS
 CW0228'4 INCHES ABOVE GROUND.
 CW0228
 CW0228                          STATION RECOVERY (1957)
 CW0228
 CW0228'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 CW0228'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0762 ***********************************************************************
 CY0762  DESIGNATION -  L 360
 CY0762  PID         -  CY0762
 CY0762  STATE/COUNTY-  NM/GRANT
 CY0762  USGS QUAD   -  CLIFF (1990)
 CY0762
 CY0762                         *CURRENT SURVEY CONTROL
 CY0762  ___________________________________________________________________
 CY0762* NAD 83(1986)-  32 53 42.     (N)    108 32 12.     (W)     SCALED    
 CY0762* NAVD 88     -      1430.454  (meters)    4693.08   (feet)  ADJUSTED  
 CY0762  ___________________________________________________________________
 CY0762  GEOID HEIGHT-         -24.46  (meters)                     GEOID03
 CY0762  DYNAMIC HT  -        1428.291 (meters)    4685.98  (feet)  COMP
 CY0762  MODELED GRAV-     979,076.6   (mgal)                       NAVD 88
 CY0762
 CY0762  VERT ORDER  -  FIRST     CLASS II
 CY0762
 CY0762.The horizontal coordinates were scaled from a topographic map and have
 CY0762.an estimated accuracy of +/- 6 seconds.
 CY0762
 CY0762.The orthometric height was determined by differential leveling
 CY0762.and adjusted by the National Geodetic Survey in June 1991..
 CY0762
 CY0762.The geoid height was determined by GEOID03.
 CY0762
 CY0762.The dynamic height is computed by dividing the NAVD 88
 CY0762.geopotential number by the normal gravity value computed on the
 CY0762.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0762.degrees latitude (g = 980.6199 gals.).
 CY0762
 CY0762.The modeled gravity was interpolated from observed gravity values.
 CY0762
 CY0762;                    North         East    Units  Estimated Accuracy
 CY0762;SPC NM W     -   210,330.      764,200.      MT  (+/- 180 meters Scaled)
 CY0762
 CY0762                          SUPERSEDED SURVEY CONTROL
 CY0762
 CY0762.No superseded survey control is available for this station.
 CY0762
 CY0762_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYB304423(NAD 83)
 CY0762_MARKER: DB = BENCH MARK DISK
 CY0762_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CY0762+WITH SETTING: INFORMATION.
 CY0762_SP_SET: SHALLOW SET METAL ROD
 CY0762_STAMPING: L 360 1980
 CY0762_PROJECTION: FLUSH
 CY0762_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CY0762_ROD/PIPE-DEPTH: 1.8  meters
 CY0762
 CY0762  HISTORY     - Date     Condition        Report By
 CY0762  HISTORY     - 1980     MONUMENTED       NGS
 CY0762
 CY0762                          STATION DESCRIPTION
 CY0762
 CY0762'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CY0762'10.6 KM SE FROM CLIFF.
 CY0762'10.6 KILOMETERS (6.6 MILES) SOUTHEAST ALONG U.S. HIGHWAY 180 FROM THE
 CY0762'POST OFFICE IN CLIFF, 49.2 METERS (161.5 FEET) EAST AND ACROSS THE
 CY0762'HIGHWAY FROM MILEMARKER 91, 33.0 METERS (107.5 FEET) NORTH-NORTHEAST
 CY0762'OF THE CENTERLINE OF THE HIGHWAY, 6.4 METERS (12.0 FEET)
 CY0762'EAST-SOUTHEAST OF THE NORTH-NORTHEAST END OF A GATE POST AND 0.4 METER
 CY0762'(1.4 FEET) SOUTH-SOUTHWEST OF A FENCE.  NOTE=REFUSAL WAS REACHED AT
 CY0762'1.8 METERS (6.0 FEET).  ACCESS TO DISK IS THROUGH A 4-INCH SCREW PLUG.
 CY0762'THE MARK IS 0.5 METERS  WNW FROM A WITNESS POST.
 CY0762'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0514 ***********************************************************************
 DT0514  DESIGNATION -  L 361
 DT0514  PID         -  DT0514
 DT0514  STATE/COUNTY-  NM/CATRON
 DT0514  USGS QUAD   -  SALIZ PASS (1963)
 DT0514
 DT0514                         *CURRENT SURVEY CONTROL
 DT0514  ___________________________________________________________________
 DT0514* NAD 83(1986)-  33 37 28.     (N)    108 53 48.     (W)     SCALED    
 DT0514* NAVD 88     -      1798.489  (meters)    5900.54   (feet)  ADJUSTED  
 DT0514  ___________________________________________________________________
 DT0514  GEOID HEIGHT-         -23.03  (meters)                     GEOID03
 DT0514  DYNAMIC HT  -        1795.736 (meters)    5891.51  (feet)  COMP
 DT0514  MODELED GRAV-     979,042.7   (mgal)                       NAVD 88
 DT0514
 DT0514  VERT ORDER  -  FIRST     CLASS II
 DT0514
 DT0514.The horizontal coordinates were scaled from a topographic map and have
 DT0514.an estimated accuracy of +/- 6 seconds.
 DT0514
 DT0514.The orthometric height was determined by differential leveling
 DT0514.and adjusted by the National Geodetic Survey in June 1991..
 DT0514
 DT0514.The geoid height was determined by GEOID03.
 DT0514
 DT0514.The dynamic height is computed by dividing the NAVD 88
 DT0514.geopotential number by the normal gravity value computed on the
 DT0514.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0514.degrees latitude (g = 980.6199 gals.).
 DT0514
 DT0514.The modeled gravity was interpolated from observed gravity values.
 DT0514
 DT0514;                    North         East    Units  Estimated Accuracy
 DT0514;SPC NM W     -   291,510.      731,340.      MT  (+/- 180 meters Scaled)
 DT0514
 DT0514                          SUPERSEDED SURVEY CONTROL
 DT0514
 DT0514.No superseded survey control is available for this station.
 DT0514
 DT0514_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC951225(NAD 83)
 DT0514_MARKER: DB = BENCH MARK DISK
 DT0514_SETTING: 66 = SET IN ROCK OUTCROP
 DT0514_SP_SET: ROCK OUTCROP
 DT0514_STAMPING: L 361 1980
 DT0514_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DT0514+STABILITY: POSITION/ELEVATION WELL
 DT0514
 DT0514  HISTORY     - Date     Condition        Report By
 DT0514  HISTORY     - 1980     MONUMENTED       NGS
 DT0514
 DT0514                          STATION DESCRIPTION
 DT0514
 DT0514'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 DT0514'19.8 KM SSW FROM RESERVE.
 DT0514'0.2 KILOMETER (0.1 MILE) NORTH ALONG STATE HIGHWAY 435 FROM THE CATRON
 DT0514'COUNTY COURTHOUSE IN RESERVE, THENCE 11.3 KILOMETERS (7.0 MILES) WEST-
 DT0514'SOUTHWEST ALONG STATE HIGHWAY 12, THENCE 8.5 KILOMETERS (5.3 MILES)
 DT0514'SOUTH-SOUTHWEST ALONG U.S. HIGHWAY 180, 0.5 KILOMETER (0.3 MILE)
 DT0514'SOUTH-SOUTHWEST OF MILEMARKER 26, I WEST FACE OF A CUT BANK AND
 DT0514'8.0 METERS (26.3 FEET) WEST OF THE CENTERLINE OF THE HIGHWAY.
 DT0514'THE MARK IS 0.7 METERS  N FROM A WITNESS POST.
 DT0514'THE MARK IS 0.9 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1248 ***********************************************************************
 CX1248  DESIGNATION -  L 362
 CX1248  PID         -  CX1248
 CX1248  STATE/COUNTY-  NM/LUNA
 CX1248  USGS QUAD   -  NUTT (1989)
 CX1248
 CX1248                         *CURRENT SURVEY CONTROL
 CX1248  ___________________________________________________________________
 CX1248* NAD 83(1986)-  32 34 30.     (N)    107 24 02.     (W)     SCALED    
 CX1248* NAVD 88     -      1405.236  (meters)    4610.35   (feet)  ADJUSTED  
 CX1248  ___________________________________________________________________
 CX1248  GEOID HEIGHT-         -23.80  (meters)                     GEOID03
 CX1248  DYNAMIC HT  -        1403.144 (meters)    4603.48  (feet)  COMP
 CX1248  MODELED GRAV-     979,100.2   (mgal)                       NAVD 88
 CX1248
 CX1248  VERT ORDER  -  FIRST     CLASS II
 CX1248
 CX1248.The horizontal coordinates were scaled from a topographic map and have
 CX1248.an estimated accuracy of +/- 6 seconds.
 CX1248
 CX1248.The orthometric height was determined by differential leveling
 CX1248.and adjusted by the National Geodetic Survey in June 1991..
 CX1248
 CX1248.The geoid height was determined by GEOID03.
 CX1248
 CX1248.The dynamic height is computed by dividing the NAVD 88
 CX1248.geopotential number by the normal gravity value computed on the
 CX1248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX1248.degrees latitude (g = 980.6199 gals.).
 CX1248
 CX1248.The modeled gravity was interpolated from observed gravity values.
 CX1248
 CX1248;                    North         East    Units  Estimated Accuracy
 CX1248;SPC NM W     -   174,710.      870,630.      MT  (+/- 180 meters Scaled)
 CX1248
 CX1248                          SUPERSEDED SURVEY CONTROL
 CX1248
 CX1248.No superseded survey control is available for this station.
 CX1248
 CX1248_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBS746067(NAD 83)
 CX1248_MARKER: DB = BENCH MARK DISK
 CX1248_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CX1248_SP_SET: STAINLESS STEEL ROD
 CX1248_STAMPING: L 362 1980
 CX1248_PROJECTION: FLUSH
 CX1248_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CX1248_ROD/PIPE-DEPTH: 5.1  meters
 CX1248
 CX1248  HISTORY     - Date     Condition        Report By
 CX1248  HISTORY     - 1980     MONUMENTED       NGS
 CX1248
 CX1248                          STATION DESCRIPTION
 CX1248
 CX1248'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CX1248'5.0 KM EAST FROM NUTT.
 CX1248'5.0 KILOMETERS (3.1 MILES) EAST-NORTHEAST ALONG STATE HIGHWAY 26 FROM
 CX1248'ITS JUNCTION WITH STATE HIGHWAY 27 IN NUTT, 0.2 KILOMETER (0.15 MILE)
 CX1248'EAST OF THE JUNCTION OF A PAVED ROAD LEADING SOUTH, 0.2 KILOMETER
 CX1248'(0.15 MILE) WEST OF HIGHWAY MILEMARKER 31, 29.7 METERS (97.5 FEET)
 CX1248'NORTH OF THE CENTERLINE OF THE HIGHWAY, 0.3 METER (1.1 FEET)
 CX1248'EAST-SOUTHEAST OF A BARBED WIRE FENCE.  NOTE=ACCESS TO THE
 CX1248'DISK IS THROUGH A 4-INCH SCREW PLUG.  REFUSAL WAS REACHED
 CX1248'AT 5.1 METERS (17.6 FEET).
 CX1248'THE MARK IS 0.6 METERS  NE FROM A WITNESS POST.
 CX1248'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0546 ***********************************************************************
 DT0546  DESIGNATION -  L 363
 DT0546  PID         -  DT0546
 DT0546  STATE/COUNTY-  NM/CATRON
 DT0546  USGS QUAD   -  MOON RANCH (1965)
 DT0546
 DT0546                         *CURRENT SURVEY CONTROL
 DT0546  ___________________________________________________________________
 DT0546* NAD 83(1986)-  33 14 40.     (N)    108 51 35.     (W)     SCALED    
 DT0546* NAVD 88     -      1500.647  (meters)    4923.37   (feet)  ADJUSTED  
 DT0546  ___________________________________________________________________
 DT0546  GEOID HEIGHT-         -24.23  (meters)                     GEOID03
 DT0546  DYNAMIC HT  -        1498.368 (meters)    4915.90  (feet)  COMP
 DT0546  MODELED GRAV-     979,067.1   (mgal)                       NAVD 88
 DT0546
 DT0546  VERT ORDER  -  FIRST     CLASS II
 DT0546
 DT0546.The horizontal coordinates were scaled from a topographic map and have
 DT0546.an estimated accuracy of +/- 6 seconds.
 DT0546
 DT0546.The orthometric height was determined by differential leveling
 DT0546.and adjusted by the National Geodetic Survey in June 1991..
 DT0546
 DT0546.The geoid height was determined by GEOID03.
 DT0546
 DT0546.The dynamic height is computed by dividing the NAVD 88
 DT0546.geopotential number by the normal gravity value computed on the
 DT0546.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0546.degrees latitude (g = 980.6199 gals.).
 DT0546
 DT0546.The modeled gravity was interpolated from observed gravity values.
 DT0546
 DT0546;                    North         East    Units  Estimated Accuracy
 DT0546;SPC NM W     -   249,330.      734,350.      MT  (+/- 180 meters Scaled)
 DT0546
 DT0546                          SUPERSEDED SURVEY CONTROL
 DT0546
 DT0546.No superseded survey control is available for this station.
 DT0546
 DT0546_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB994804(NAD 83)
 DT0546_MARKER: DB = BENCH MARK DISK
 DT0546_SETTING: 66 = SET IN ROCK OUTCROP
 DT0546_SP_SET: ROCK OUTCROP
 DT0546_STAMPING: L 363 1980
 DT0546_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DT0546+STABILITY: POSITION/ELEVATION WELL
 DT0546
 DT0546  HISTORY     - Date     Condition        Report By
 DT0546  HISTORY     - 1980     MONUMENTED       NGS
 DT0546
 DT0546                          STATION DESCRIPTION
 DT0546
 DT0546'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 DT0546'10.5 KM SOUTH FROM GLENWOOD.
 DT0546'10.5 KILOMETERS (6.5 MILES) SOUTH ALONG U.S. HIGHWAY 180 FROM THE
 DT0546'POST OFFICE IN GLENWOOD, IN THE CENTER OF A HIGHWAY CUT, 0.2
 DT0546'KILOMETER (0.1 MILE) SOUTH OF THE SOUTH END OF A BRIDGE ACROSS SOUTH
 DT0546'DUGWAY CANYON AND 9.5 METERS (31.2 FEET) WEST OF THE CENTERLINE OF THE
 DT0546'HIGHWAY.
 DT0546'THE MARK IS 0.2 METERS  E FROM A WITNESS POST.
 DT0546'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0560 ***********************************************************************
 EQ0560  DESIGNATION -  L 364
 EQ0560  PID         -  EQ0560
 EQ0560  STATE/COUNTY-  NM/SOCORRO
 EQ0560  USGS QUAD   -  SOCORRO (1979)
 EQ0560
 EQ0560                         *CURRENT SURVEY CONTROL
 EQ0560  ___________________________________________________________________
 EQ0560* NAD 83(1986)-  34 02 41.     (N)    106 53 32.     (W)     SCALED    
 EQ0560* NAVD 88     -      1421.335  (meters)    4663.16   (feet)  ADJUSTED  
 EQ0560  ___________________________________________________________________
 EQ0560  GEOID HEIGHT-         -22.19  (meters)                     GEOID03
 EQ0560  DYNAMIC HT  -        1419.320 (meters)    4656.55  (feet)  COMP
 EQ0560  MODELED GRAV-     979,169.0   (mgal)                       NAVD 88
 EQ0560
 EQ0560  VERT ORDER  -  FIRST     CLASS II
 EQ0560
 EQ0560.The horizontal coordinates were scaled from a topographic map and have
 EQ0560.an estimated accuracy of +/- 6 seconds.
 EQ0560
 EQ0560.The orthometric height was determined by differential leveling
 EQ0560.and adjusted by the National Geodetic Survey in June 1991..
 EQ0560
 EQ0560.The geoid height was determined by GEOID03.
 EQ0560
 EQ0560.The dynamic height is computed by dividing the NAVD 88
 EQ0560.geopotential number by the normal gravity value computed on the
 EQ0560.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0560.degrees latitude (g = 980.6199 gals.).
 EQ0560
 EQ0560.The modeled gravity was interpolated from observed gravity values.
 EQ0560
 EQ0560;                    North         East    Units  Estimated Accuracy
 EQ0560;SPC NM C     -   337,800.      440,710.      MT  (+/- 180 meters Scaled)
 EQ0560
 EQ0560                          SUPERSEDED SURVEY CONTROL
 EQ0560
 EQ0560.No superseded survey control is available for this station.
 EQ0560
 EQ0560_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT253687(NAD 83)
 EQ0560_MARKER: DB = BENCH MARK DISK
 EQ0560_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 EQ0560+WITH SETTING: INFORMATION.
 EQ0560_SP_SET: SHALLOW SET METAL ROD
 EQ0560_STAMPING: L 364 1980
 EQ0560_PROJECTION: FLUSH
 EQ0560_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EQ0560_ROD/PIPE-DEPTH: 2.5  meters
 EQ0560
 EQ0560  HISTORY     - Date     Condition        Report By
 EQ0560  HISTORY     - 1980     MONUMENTED       NGS
 EQ0560
 EQ0560                          STATION DESCRIPTION
 EQ0560
 EQ0560'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 EQ0560'1.6 KM SOUTH FROM SOCORRO.
 EQ0560'0.2 KILOMETER (0.1 MILE) EAST ALONG MANZANARES AVENUE FROM THE POST
 EQ0560'OFFICE IN SOCORRO, THENCE 1.4 KILOMETERS (0.85 MILE) SOUTH ALONG
 EQ0560'STATE HIGHWAY 60 AND BUSINESS LOOP 25, AT THE JUNCTION OF STATE
 EQ0560'HIGHWAY 1, STATE HIGHWAY 60 AND BUSINESS LOOP 25, 15.3 METERS
 EQ0560'(50.3 FEET) WEST OF THE CENTERLINE OF THE SOUTH BOUND LANES OF
 EQ0560'STATE HIGHWAY 60 AND BUSINESS LOOP 25, 6.9 METERS (22.7 FEET) WEST
 EQ0560'OF THE WEST CURB OF STATE HIGHWAY 60 AND 1.3 METERS (4.3 FEET) WEST
 EQ0560'OF THE WEST SUPPORT LEG OF A HIGHWAY SIGN.  NOTE=REFUSAL WAS
 EQ0560'REACHED AT 2.5 METERS (8.0 FEET).  ACCESS TO THE DISK IS THROUGH A
 EQ0560'4-INCH SCREW PLUG.
 EQ0560'THE MARK IS 0.9 METERS  S FROM A WITNESS POST.
 EQ0560'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0808 ***********************************************************************
 CY0808  DESIGNATION -  L 365
 CY0808  PID         -  CY0808
 CY0808  STATE/COUNTY-  NM/GRANT
 CY0808  USGS QUAD   -  HURLEY WEST (1992)
 CY0808
 CY0808                         *CURRENT SURVEY CONTROL
 CY0808  ___________________________________________________________________
 CY0808* NAD 83(1986)-  32 37 47.     (N)    108 08 34.     (W)     SCALED    
 CY0808* NAVD 88     -      1625.160  (meters)    5331.88   (feet)  ADJUSTED  
 CY0808  ___________________________________________________________________
 CY0808  GEOID HEIGHT-         -24.07  (meters)                     GEOID03
 CY0808  DYNAMIC HT  -        1622.636 (meters)    5323.60  (feet)  COMP
 CY0808  MODELED GRAV-     979,028.4   (mgal)                       NAVD 88
 CY0808
 CY0808  VERT ORDER  -  FIRST     CLASS II
 CY0808
 CY0808.This mark is at Grant County Airport (SVC)
 CY0808
 CY0808.The horizontal coordinates were scaled from a topographic map and have
 CY0808.an estimated accuracy of +/- 6 seconds.
 CY0808
 CY0808.The orthometric height was determined by differential leveling
 CY0808.and adjusted by the National Geodetic Survey in May 1999..
 CY0808
 CY0808.The geoid height was determined by GEOID03.
 CY0808
 CY0808.The dynamic height is computed by dividing the NAVD 88
 CY0808.geopotential number by the normal gravity value computed on the
 CY0808.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0808.degrees latitude (g = 980.6199 gals.).
 CY0808
 CY0808.The modeled gravity was interpolated from observed gravity values.
 CY0808
 CY0808;                    North         East    Units  Estimated Accuracy
 CY0808;SPC NM W     -   180,740.      800,960.      MT  (+/- 180 meters Scaled)
 CY0808
 CY0808                          SUPERSEDED SURVEY CONTROL
 CY0808
 CY0808  NAVD 88 (06/15/91) 1625.146  (m)         5331.83   (f) UNKNOWN     1 2
 CY0808
 CY0808.Superseded values are not recommended for survey control.
 CY0808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0808.See file dsdata.txt to determine how the superseded data were derived.
 CY0808
 CY0808_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYB680138(NAD 83)
 CY0808_MARKER: DV = VERTICAL CONTROL DISK
 CY0808_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CY0808+WITH SETTING: INFORMATION.
 CY0808_SP_SET: SHALLOW SET METAL ROD
 CY0808_STAMPING: L 365 1979
 CY0808_MARK LOGO: NGS   
 CY0808_PROJECTION: FLUSH
 CY0808_MAGNETIC: I = MARKER IS A STEEL ROD
 CY0808_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CY0808_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CY0808+SATELLITE: SATELLITE OBSERVATIONS - February 25, 1999
 CY0808_ROD/PIPE-DEPTH: 2.1  meters
 CY0808
 CY0808  HISTORY     - Date     Condition        Report By
 CY0808  HISTORY     - 1979     MONUMENTED       NGS
 CY0808  HISTORY     - 19990225 GOOD             NGS
 CY0808
 CY0808                          STATION DESCRIPTION
 CY0808
 CY0808'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CY0808'31.6 KM SE FROM SILVER CITY.
 CY0808'1.1 KILOMETERS (0.7 MILE) NORTH ALONG HUDSON STREET FROM THE POST
 CY0808'OFFICE IN SILVER CITY, THENCE 30.6 KILOMETERS (19.0 MILES) SOUTHEAST
 CY0808'ALONG U.S. HIGHWAY 180, 1.6 KILOMETERS (1.0 MILE) NORTH OF THE
 CY0808'BEACON AT GRANT COUNTY AIRPORT, 29.4 METERS (96.5 FEET) SOUTH OF THE
 CY0808'CENTERLINE OF THE ROAD, 14.3 METERS (46.9 FEET) EAST OF THE
 CY0808'EAST RAIL OF RAILROAD TRACKS, 15.8 METERS (51.9 FEET) WEST OF A FENCE
 CY0808'AND 2.2 METERS (7.3 FEET) NORTH OF A POWERLINE POLE.  NOTE= REFUSAL
 CY0808'WAS REACHED AT 2.1 METERS (7.0 FEET).  ACCESS TO DISK IS THROUGH A
 CY0808'4-INCH SCREW PLUG.
 CY0808'THE MARK IS 0.6 METERS  N FROM A WITNESS POST.
 CY0808'THE MARK IS 0.5 M BELOW THE ROAD.
 CY0808
 CY0808                          STATION RECOVERY (1999)
 CY0808
 CY0808'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (GAS)
 CY0808'0.2 KM (0.10 MI) SOUTHERLY ALONG FIRST STREET FROM THE POST OFFICE IN
 CY0808'HURLEY, THENCE 0.8 KM (0.50 MI) WESTERLY ALONG CARASCO AVENUE, THENCE
 CY0808'6.9 KM (4.30 MI) SOUTHERLY ALONG U.S. HIGHWAY 180, THENCE 1.1 KM (0.70
 CY0808'MI) WESTERLY ALONG THE GRANT COUNTY AIRPORT ENTRANCE ROAD, 29.4 M
 CY0808'(96.5 FT) SOUTH OF THE ROAD CENTERLINE, 15.8 M (51.8 FT) WEST OF A
 CY0808'FENCE, 14.3 M (46.9 FT) EAST OF THE NEAR RAIL OF A RAILROAD, 0.5 M
 CY0808'(1.6 FT) BELOW THE LEVEL OF THE ROAD, AND 0.4 M (1.3 FT) NORTH OF A
 CY0808'WITNESS POST.  NOTE--THE DISK IS ENCASED IN A 4-INCH PVC PIPE AND IS
 CY0808'RECESSED 0.1 M (0.3 FT) BELOW THE GROUND SURFACE.  ACCESS TO THE DISK
 CY0808'IS THROUGH A 4-INCH PVC SCREW CAP.  THE ROD WAS DRIVEN TO REFUSAL. THE
 CY0808'MONUMENT IS ON COUNTY ROAD RIGHT-OF-WAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1277 ***********************************************************************
 CX1277  DESIGNATION -  L 366
 CX1277  PID         -  CX1277
 CX1277  STATE/COUNTY-  NM/SIERRA
 CX1277  USGS QUAD   -  CABALLO (1980)
 CX1277
 CX1277                         *CURRENT SURVEY CONTROL
 CX1277  ___________________________________________________________________
 CX1277* NAD 83(1986)-  32 58 49.     (N)    107 18 21.     (W)     SCALED    
 CX1277* NAVD 88     -      1297.691  (meters)    4257.51   (feet)  ADJUSTED  
 CX1277  ___________________________________________________________________
 CX1277  GEOID HEIGHT-         -23.55  (meters)                     GEOID03
 CX1277  DYNAMIC HT  -        1295.752 (meters)    4251.15  (feet)  COMP
 CX1277  MODELED GRAV-     979,099.6   (mgal)                       NAVD 88
 CX1277
 CX1277  VERT ORDER  -  FIRST     CLASS II
 CX1277
 CX1277.The horizontal coordinates were scaled from a topographic map and have
 CX1277.an estimated accuracy of +/- 6 seconds.
 CX1277
 CX1277.The orthometric height was determined by differential leveling
 CX1277.and adjusted by the National Geodetic Survey in June 1991..
 CX1277
 CX1277.The geoid height was determined by GEOID03.
 CX1277
 CX1277.The dynamic height is computed by dividing the NAVD 88
 CX1277.geopotential number by the normal gravity value computed on the
 CX1277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX1277.degrees latitude (g = 980.6199 gals.).
 CX1277
 CX1277.The modeled gravity was interpolated from observed gravity values.
 CX1277
 CX1277;                    North         East    Units  Estimated Accuracy
 CX1277;SPC NM W     -   219,690.      879,300.      MT  (+/- 180 meters Scaled)
 CX1277
 CX1277                          SUPERSEDED SURVEY CONTROL
 CX1277
 CX1277.No superseded survey control is available for this station.
 CX1277
 CX1277_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBS845514(NAD 83)
 CX1277_MARKER: DB = BENCH MARK DISK
 CX1277_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CX1277_SP_SET: STAINLESS STEEL ROD
 CX1277_STAMPING: L 366 1980
 CX1277_PROJECTION: FLUSH
 CX1277_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CX1277_ROD/PIPE-DEPTH: 4.0  meters
 CX1277
 CX1277  HISTORY     - Date     Condition        Report By
 CX1277  HISTORY     - 1980     MONUMENTED       NGS
 CX1277
 CX1277                          STATION DESCRIPTION
 CX1277
 CX1277'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CX1277'1.2 KM NORTH FROM CABALLO.
 CX1277'1.2 KILOMETERS (0.75 MILE) NORTHERLY ALONG U.S. HIGHWAY 85 FROM
 CX1277'THE POST OFFICE IN CABALLO, 22.3 METERS (73.3 FEET) EAST-SOUTHEAST
 CX1277'OF THE CENTER LINE OF THE HIGHWAY, 22.1 METERS (72.4 FEET)
 CX1277'SOUTHEAST OF THE SOUTH END OF A CONCRETE BOX CULVERT LEADING WEST
 CX1277'UNDER THE HIGHWAY, 19.8 METERS (65.0 FEET) NORTHEAST OF HIGHWAY
 CX1277'MILE POST NUMBER 64, 1.0 METER (3.2 FEET) SOUTH-SOUTHWEST OF A
 CX1277'TELEPHONE POLE AND 0.3 METER (1.1 FEET) WEST-NORTHWEST OF A
 CX1277'BARDED WIRE FENCE.  NOTE=ACCESS TO DISK IS THROUGH A 4-INCH
 CX1277'SCREW PLUG.  REFUSAL WAS MET AT 4.0 METERS.
 CX1277'THE MARK IS 0.7 METERS  SSW FROM A WITNESS POST.
 CX1277'THE MARK IS 1.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS1036 ***********************************************************************
 DS1036  DESIGNATION -  L 367
 DS1036  PID         -  DS1036
 DS1036  STATE/COUNTY-  NM/SOCORRO
 DS1036  USGS QUAD   -  BLACK HILL (1980)
 DS1036
 DS1036                         *CURRENT SURVEY CONTROL
 DS1036  ___________________________________________________________________
 DS1036* NAD 83(1986)-  33 33 50.     (N)    107 12 14.     (W)     SCALED    
 DS1036* NAVD 88     -      1584.511  (meters)    5198.52   (feet)  ADJUSTED  
 DS1036  ___________________________________________________________________
 DS1036  GEOID HEIGHT-         -22.78  (meters)                     GEOID03
 DS1036  DYNAMIC HT  -        1582.172 (meters)    5190.84  (feet)  COMP
 DS1036  MODELED GRAV-     979,104.8   (mgal)                       NAVD 88
 DS1036
 DS1036  VERT ORDER  -  FIRST     CLASS II
 DS1036
 DS1036.The horizontal coordinates were scaled from a topographic map and have
 DS1036.an estimated accuracy of +/- 6 seconds.
 DS1036
 DS1036.The orthometric height was determined by differential leveling
 DS1036.and adjusted by the National Geodetic Survey in June 1991..
 DS1036
 DS1036.The geoid height was determined by GEOID03.
 DS1036
 DS1036.The dynamic height is computed by dividing the NAVD 88
 DS1036.geopotential number by the normal gravity value computed on the
 DS1036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS1036.degrees latitude (g = 980.6199 gals.).
 DS1036
 DS1036.The modeled gravity was interpolated from observed gravity values.
 DS1036
 DS1036;                    North         East    Units  Estimated Accuracy
 DS1036;SPC NM C     -   284,690.      411,440.      MT  (+/- 180 meters Scaled)
 DS1036
 DS1036                          SUPERSEDED SURVEY CONTROL
 DS1036
 DS1036.No superseded survey control is available for this station.
 DS1036
 DS1036_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBT954159(NAD 83)
 DS1036_MARKER: DB = BENCH MARK DISK
 DS1036_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DS1036_SP_SET: MASSIVE BOX CULVERT
 DS1036_STAMPING: L 367 1980
 DS1036_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DS1036+STABILITY: POSITION/ELEVATION WELL
 DS1036
 DS1036  HISTORY     - Date     Condition        Report By
 DS1036  HISTORY     - 1980     MONUMENTED       NGS
 DS1036
 DS1036                          STATION DESCRIPTION
 DS1036
 DS1036'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 DS1036'52.4 KM SW FROM SAN ANTONIO.
 DS1036'0.2 KILOMETER (0.1 MILE) EAST ALONG U.S. HIGHWAY 380 FROM THE POST
 DS1036'OFFICE IN SAN ANTONIO, THENCE 52.2 KILOMETERS (32.4 MILES) SOUTH
 DS1036'ALONG STATE HIGHWAY 1, ALSO 18.7 KILOMETERS (11.6 MILES) NORTH
 DS1036'ALONG U.S. HIGHWAY 85 FROM THE COURTHOUSE IN TRUTH OR CONSEQUENCES,
 DS1036'THENCE 0.3 KILOMETER (0.2 MILE) EAST ALONG A PAVED ROAD, THENCE 4.3
 DS1036'KILOMETERS (2.7 MILES) NORTH ALONG INTERSTATE HIGHWAY 25, THENCE
 DS1036'29.6 KILOMETERS (18.4 MILES) NORTH ALONG STATE HIGHWAY 1, IN TOP
 DS1036'AND 2.0 METERS (6.6 FEET) SOUTHWEST OF THE NORTHWEST END OF A
 DS1036'MASSIVE BOX CULVERT AND 5.3 METERS (20.7 FEET) NORTHWEST OF THE
 DS1036'CENTER LINE OF THE HIGHWAY.
 DS1036'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0642 ***********************************************************************
 DT0642  DESIGNATION -  L 368
 DT0642  PID         -  DT0642
 DT0642  STATE/COUNTY-  NM/CATRON
 DT0642  USGS QUAD   -  RESERVE (1965)
 DT0642
 DT0642                         *CURRENT SURVEY CONTROL
 DT0642  ___________________________________________________________________
 DT0642* NAD 83(1986)-  33 41 36.     (N)    108 51 23.     (W)     SCALED    
 DT0642* NAVD 88     -      1938.416  (meters)    6359.62   (feet)  ADJUSTED  
 DT0642  ___________________________________________________________________
 DT0642  GEOID HEIGHT-         -22.80  (meters)                     GEOID03
 DT0642  DYNAMIC HT  -        1935.410 (meters)    6349.76  (feet)  COMP
 DT0642  MODELED GRAV-     979,017.3   (mgal)                       NAVD 88
 DT0642
 DT0642  VERT ORDER  -  FIRST     CLASS II
 DT0642
 DT0642.The horizontal coordinates were scaled from a topographic map and have
 DT0642.an estimated accuracy of +/- 6 seconds.
 DT0642
 DT0642.The orthometric height was determined by differential leveling
 DT0642.and adjusted by the National Geodetic Survey in June 1991..
 DT0642
 DT0642.The geoid height was determined by GEOID03.
 DT0642
 DT0642.The dynamic height is computed by dividing the NAVD 88
 DT0642.geopotential number by the normal gravity value computed on the
 DT0642.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0642.degrees latitude (g = 980.6199 gals.).
 DT0642
 DT0642.The modeled gravity was interpolated from observed gravity values.
 DT0642
 DT0642;                    North         East    Units  Estimated Accuracy
 DT0642;SPC NM W     -   299,120.      735,150.      MT  (+/- 180 meters Scaled)
 DT0642
 DT0642                          SUPERSEDED SURVEY CONTROL
 DT0642
 DT0642.No superseded survey control is available for this station.
 DT0642
 DT0642_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC986302(NAD 83)
 DT0642_MARKER: DB = BENCH MARK DISK
 DT0642_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DT0642+WITH SETTING: INFORMATION.
 DT0642_SP_SET: SHALLOW SET METAL ROD
 DT0642_STAMPING: L 368 1980
 DT0642_PROJECTION: FLUSH
 DT0642_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DT0642_ROD/PIPE-DEPTH: 1.5  meters
 DT0642
 DT0642  HISTORY     - Date     Condition        Report By
 DT0642  HISTORY     - 1980     MONUMENTED       NGS
 DT0642
 DT0642                          STATION DESCRIPTION
 DT0642
 DT0642'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 DT0642'10.7 KM SW FROM RESERVE.
 DT0642'0.2 KM (0.1 MI) NORTH ALONG STATE HIGHWAY 435 FROM THE
 DT0642'COURTHOUSE IN RESERVE, THENCE 10.5 KM (6.5 MI) WEST AND
 DT0642'SOUTHWEST ALONG STATE HIGHWAY 12, NEAR THE END OF A Y-INTERSECTION,
 DT0642'0.1 KM (0.05 MI) SOUTHWEST OF A SIDE ROAD LEADING NORTHWEST
 DT0642'INTO A STATE MAINTENANCE YARD, 30.8 METERS (101.0 FT) EAST OF THE
 DT0642'CENTER OF A Y-INTERSECTION, 24.7 METERS (81.0 FT) SOUTHEAST OF THE
 DT0642'CENTERLINE OF THE HIGHWAY AND 0.4 METER (1.3 FT) NORTH-NORTHWEST
 DT0642'OF A FENCE.  NOTE=REFUSAL WAS REACHED AT 1.5 METERS (5.0 FT).
 DT0642'ACCESS TO THE DISK IS THROUGH A 4-INCH SCREW PLUG.
 DT0642'THE MARK IS 0.5 METERS  E FROM A WITNESS POST.
 DT0642'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0542 ***********************************************************************
 EQ0542  DESIGNATION -  L 369
 EQ0542  PID         -  EQ0542
 EQ0542  STATE/COUNTY-  NM/CATRON
 EQ0542  USGS QUAD   -  DATIL (1963)
 EQ0542
 EQ0542                         *CURRENT SURVEY CONTROL
 EQ0542  ___________________________________________________________________
 EQ0542* NAD 83(1986)-  34 07 52.     (N)    107 47 08.     (W)     SCALED    
 EQ0542* NAVD 88     -      2203.008  (meters)    7227.70   (feet)  ADJUSTED  
 EQ0542  ___________________________________________________________________
 EQ0542  GEOID HEIGHT-         -21.43  (meters)                     GEOID03
 EQ0542  DYNAMIC HT  -        2199.583 (meters)    7216.47  (feet)  COMP
 EQ0542  MODELED GRAV-     979,001.9   (mgal)                       NAVD 88
 EQ0542
 EQ0542  VERT ORDER  -  FIRST     CLASS II
 EQ0542
 EQ0542.The horizontal coordinates were scaled from a topographic map and have
 EQ0542.an estimated accuracy of +/- 6 seconds.
 EQ0542
 EQ0542.The orthometric height was determined by differential leveling
 EQ0542.and adjusted by the National Geodetic Survey in June 1991..
 EQ0542
 EQ0542.The geoid height was determined by GEOID03.
 EQ0542
 EQ0542.The dynamic height is computed by dividing the NAVD 88
 EQ0542.geopotential number by the normal gravity value computed on the
 EQ0542.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0542.degrees latitude (g = 980.6199 gals.).
 EQ0542
 EQ0542.The modeled gravity was interpolated from observed gravity values.
 EQ0542
 EQ0542;                    North         East    Units  Estimated Accuracy
 EQ0542;SPC NM W     -   347,200.      834,410.      MT  (+/- 180 meters Scaled)
 EQ0542
 EQ0542                          SUPERSEDED SURVEY CONTROL
 EQ0542
 EQ0542.No superseded survey control is available for this station.
 EQ0542
 EQ0542_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBT431801(NAD 83)
 EQ0542_MARKER: DB = BENCH MARK DISK
 EQ0542_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EQ0542_SP_SET: STAINLESS STEEL ROD
 EQ0542_STAMPING: L 369 1980
 EQ0542_PROJECTION: FLUSH
 EQ0542_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EQ0542_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EQ0542+SATELLITE: SATELLITE OBSERVATIONS - April 22, 1999
 EQ0542_ROD/PIPE-DEPTH: 4.0  meters
 EQ0542
 EQ0542  HISTORY     - Date     Condition        Report By
 EQ0542  HISTORY     - 1980     MONUMENTED       NGS
 EQ0542  HISTORY     - 19990422 GOOD             NGS
 EQ0542
 EQ0542                          STATION DESCRIPTION
 EQ0542
 EQ0542'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 EQ0542'5.7 KM EAST FROM DATIL.
 EQ0542'5.7 KM (3.55 MI) EAST ALONG U.S. HIGHWAY 60 FROM THE
 EQ0542'JUNCTION OF STATE HIGHWAY 12 IN DATIL, AT A DIRT CROSS ROAD LEADING
 EQ0542'NORTH AND SOUTH, 28.0 METERS (91.9 FT) SOUTH OF THE CENTERLINE OF
 EQ0542'THE HIGHWAY, 21.3 METERS (69.9 FT) SOUTH OF MILE POST 81, 35.7 METERS
 EQ0542'(117.0 FT) EAST-NORTHEAST OF A POWER POLE WITH A GUY WIRE AT A
 EQ0542'POWERLINE CROSSING, 11.0 METERS (36.1 FT) EAST OF THE EAST END OF
 EQ0542'A CATTLE GUARD AND 0.5 METERS (1.7 FT) NORTH OF A BARBED WIRE FENCE.
 EQ0542'NOTE=REFUSAL WAS REACHED AT 4.0 METERS.  ACCESS TO THE DISK IS THROUGH
 EQ0542'A 4-INCH SCREW PLUG.
 EQ0542'THE MARK IS 0.6 METERS  E FROM A WITNESS POST.
 EQ0542'THE MARK IS 1.0 M BELOW THE HIGHWAY.
 EQ0542
 EQ0542                          STATION RECOVERY (1999)
 EQ0542
 EQ0542'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (DW)
 EQ0542'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0243 ***********************************************************************
 CW0243  DESIGNATION -  L 37
 CW0243  PID         -  CW0243
 CW0243  STATE/COUNTY-  NM/EDDY
 CW0243  USGS QUAD   -  OTIS (1985)
 CW0243
 CW0243                         *CURRENT SURVEY CONTROL
 CW0243  ___________________________________________________________________
 CW0243* NAD 83(1986)-  32 21 26.     (N)    104 14 29.     (W)     SCALED    
 CW0243* NAVD 88     -       976.346  (meters)    3203.23   (feet)  ADJUSTED  
 CW0243  ___________________________________________________________________
 CW0243  GEOID HEIGHT-         -24.39  (meters)                     GEOID03
 CW0243  DYNAMIC HT  -         974.949 (meters)    3198.65  (feet)  COMP
 CW0243  MODELED GRAV-     979,174.7   (mgal)                       NAVD 88
 CW0243
 CW0243  VERT ORDER  -  FIRST     CLASS II
 CW0243
 CW0243.The horizontal coordinates were scaled from a topographic map and have
 CW0243.an estimated accuracy of +/- 6 seconds.
 CW0243
 CW0243.The orthometric height was determined by differential leveling
 CW0243.and adjusted by the National Geodetic Survey in June 1991..
 CW0243
 CW0243.The geoid height was determined by GEOID03.
 CW0243
 CW0243.The dynamic height is computed by dividing the NAVD 88
 CW0243.geopotential number by the normal gravity value computed on the
 CW0243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0243.degrees latitude (g = 980.6199 gals.).
 CW0243
 CW0243.The modeled gravity was interpolated from observed gravity values.
 CW0243
 CW0243;                    North         East    Units  Estimated Accuracy
 CW0243;SPC NM E     -   150,480.      173,650.      MT  (+/- 180 meters Scaled)
 CW0243
 CW0243                          SUPERSEDED SURVEY CONTROL
 CW0243
 CW0243  NGVD 29 (??/??/92)  975.873  (m)         3201.68   (f) ADJ UNCH    1 2
 CW0243
 CW0243.Superseded values are not recommended for survey control.
 CW0243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0243.See file dsdata.txt to determine how the superseded data were derived.
 CW0243
 CW0243_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SER713802(NAD 83)
 CW0243_MARKER: DB = BENCH MARK DISK
 CW0243_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CW0243_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CW0243_STAMPING: L37 1933 3202
 CW0243_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CW0243+STABILITY: SURFACE MOTION
 CW0243
 CW0243  HISTORY     - Date     Condition        Report By
 CW0243  HISTORY     - 1933     MONUMENTED       CGS
 CW0243  HISTORY     - 1933     GOOD             NGS
 CW0243  HISTORY     - 1957     MARK NOT FOUND   NGS
 CW0243  HISTORY     - 20040320 MARK NOT FOUND   USPSQD
 CW0243
 CW0243                          STATION DESCRIPTION
 CW0243
 CW0243'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 CW0243'4.6 MI SW FROM CARLSBAD.
 CW0243'4.6 MILES S.W. OF DEPOT ALONG HWY. NO. 62.  50 FEET E. AND 10 FEET N.
 CW0243'FROM CROSSROADS, 10 FEET N. OF GATE ACROSS ROAD E., 5 FEET N. OF HWY
 CW0243'STEEL RAIL RIGHT OF WAY POST NO. 850+00.
 CW0243
 CW0243                          STATION RECOVERY (1957)
 CW0243
 CW0243'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 CW0243'MARK NOT FOUND.
 CW0243
 CW0243                          STATION RECOVERY (2004)
 CW0243
 CW0243'RECOVERY NOTE BY US POWER SQUADRON 2004 (CAG)
 CW0243'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0810 ***********************************************************************
 DT0810  DESIGNATION -  L 37 RESET
 DT0810  PID         -  DT0810
 DT0810  STATE/COUNTY-  NM/GRANT
 DT0810  USGS QUAD   -  MOON RANCH (1965)
 DT0810
 DT0810                         *CURRENT SURVEY CONTROL
 DT0810  ___________________________________________________________________
 DT0810* NAD 83(1986)-  33 12 26.     (N)    108 50 23.     (W)     SCALED    
 DT0810* NAVD 88     -      1474.86   (+/-2cm)    4838.8    (feet)  VERTCON   
 DT0810  ___________________________________________________________________
 DT0810  GEOID HEIGHT-         -24.28  (meters)                     GEOID03
 DT0810
 DT0810  VERT ORDER  -  THIRD (See Below)
 DT0810
 DT0810.The horizontal coordinates were scaled from a topographic map and have
 DT0810.an estimated accuracy of +/- 6 seconds.
 DT0810
 DT0810.The NAVD 88 height was computed by applying the VERTCON shift value to
 DT0810.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DT0810.The vertical order pertains to the NGVD 29 superseded value.
 DT0810
 DT0810.The geoid height was determined by GEOID03.
 DT0810
 DT0810;                    North         East    Units  Estimated Accuracy
 DT0810;SPC NM W     -   245,190.      736,180.      MT  (+/- 180 meters Scaled)
 DT0810
 DT0810                          SUPERSEDED SURVEY CONTROL
 DT0810
 DT0810  NGVD 29 (06/15/00) 1473.99   (m)         4835.9    (f) RESET       3  
 DT0810
 DT0810.Superseded values are not recommended for survey control.
 DT0810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0810.See file dsdata.txt to determine how the superseded data were derived.
 DT0810
 DT0810_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYB013763(NAD 83)
 DT0810_MARKER: DV = VERTICAL CONTROL DISK
 DT0810_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DT0810_SP_SET: BRIDGE ABUTMENT
 DT0810_STAMPING: L 37 RESET 1980
 DT0810_MARK LOGO: NGS   
 DT0810_MAGNETIC: N = NO MAGNETIC MATERIAL
 DT0810_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DT0810
 DT0810  HISTORY     - Date     Condition        Report By
 DT0810  HISTORY     - 1980     MONUMENTED       NMHD
 DT0810
 DT0810                          STATION DESCRIPTION
 DT0810
 DT0810'DESCRIBED BY NM HIGHWAY DEPT 1980
 DT0810'9.0 MILES SOUTH ALONG U.S. HIGHWAY 180 FROM THE POST OFFICE AT
 DT0810'GLENWOOD, AT THE CONCRETE BRIDGE OVER BIG DRY CREEK, ON TOP OF BRIDGE
 DT0810'DECK AT THE SOUTHWEST CORNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0555 ***********************************************************************
 EQ0555  DESIGNATION -  L 370
 EQ0555  PID         -  EQ0555
 EQ0555  STATE/COUNTY-  NM/CATRON
 EQ0555  USGS QUAD   -  SUGARLOAF MOUNTAIN (1995)
 EQ0555
 EQ0555                         *CURRENT SURVEY CONTROL
 EQ0555  ___________________________________________________________________
 EQ0555* NAD 83(1986)-  34 03 29.     (N)    107 55 53.     (W)     SCALED    
 EQ0555* NAVD 88     -      2197.669  (meters)    7210.19   (feet)  ADJUSTED  
 EQ0555  ___________________________________________________________________
 EQ0555  GEOID HEIGHT-         -21.50  (meters)                     GEOID03
 EQ0555  DYNAMIC HT  -        2194.262 (meters)    7199.01  (feet)  COMP
 EQ0555  MODELED GRAV-     979,006.5   (mgal)                       NAVD 88
 EQ0555
 EQ0555  VERT ORDER  -  FIRST     CLASS II
 EQ0555
 EQ0555.The horizontal coordinates were scaled from a topographic map and have
 EQ0555.an estimated accuracy of +/- 6 seconds.
 EQ0555
 EQ0555.The orthometric height was determined by differential leveling
 EQ0555.and adjusted by the National Geodetic Survey in June 1991..
 EQ0555
 EQ0555.The geoid height was determined by GEOID03.
 EQ0555
 EQ0555.The dynamic height is computed by dividing the NAVD 88
 EQ0555.geopotential number by the normal gravity value computed on the
 EQ0555.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0555.degrees latitude (g = 980.6199 gals.).
 EQ0555
 EQ0555.The modeled gravity was interpolated from observed gravity values.
 EQ0555
 EQ0555;                    North         East    Units  Estimated Accuracy
 EQ0555;SPC NM W     -   339,100.      820,950.      MT  (+/- 180 meters Scaled)
 EQ0555
 EQ0555                          SUPERSEDED SURVEY CONTROL
 EQ0555
 EQ0555.No superseded survey control is available for this station.
 EQ0555
 EQ0555_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBT294724(NAD 83)
 EQ0555_MARKER: DB = BENCH MARK DISK
 EQ0555_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EQ0555_SP_SET: STAINLESS STEEL ROD
 EQ0555_STAMPING: L 370 1980
 EQ0555_PROJECTION: FLUSH
 EQ0555_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EQ0555_ROD/PIPE-DEPTH: 4.6  meters
 EQ0555
 EQ0555  HISTORY     - Date     Condition        Report By
 EQ0555  HISTORY     - 1980     MONUMENTED       NGS
 EQ0555
 EQ0555                          STATION DESCRIPTION
 EQ0555
 EQ0555'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 EQ0555'13.5 KM SW FROM DATIL.
 EQ0555'13.5 KM (8.4 MI) SOUTHWEST ALONG STATE HIGHWAY 12 FROM THE
 EQ0555'POST OFFICE IN DATIL, 0.6 KM (0.35 MI) SOUTHWEST OF A FIELD
 EQ0555'ROAD LEADING SOUTHEAST, 19.3 METERS (63.3 FT) SOUTHEAST OF THE
 EQ0555'CENTERLINE OF THE HIGHWAY, 4.7 METERS (15.3 FT) NORTHWEST OF A POWER
 EQ0555'POLE AND 0.4 METERS (1.3 FT) NORTHWEST OF A BARBED WIRE FENCE.
 EQ0555'THE MARK IS 0.6 METERS  SW FROM A WITNESS POST.
 EQ0555'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0600 ***********************************************************************
 DT0600  DESIGNATION -  L 372
 DT0600  PID         -  DT0600
 DT0600  STATE/COUNTY-  NM/CATRON
 DT0600  USGS QUAD   -  TULAROSA CANYON (1981)
 DT0600
 DT0600                         *CURRENT SURVEY CONTROL
 DT0600  ___________________________________________________________________
 DT0600* NAD 83(1986)-  33 54 58.     (N)    108 29 23.     (W)     SCALED    
 DT0600* NAVD 88     -      2119.397  (meters)    6953.39   (feet)  ADJUSTED  
 DT0600  ___________________________________________________________________
 DT0600  GEOID HEIGHT-         -21.94  (meters)                     GEOID03
 DT0600  DYNAMIC HT  -        2116.078 (meters)    6942.50  (feet)  COMP
 DT0600  MODELED GRAV-     978,994.5   (mgal)                       NAVD 88
 DT0600
 DT0600  VERT ORDER  -  FIRST     CLASS II
 DT0600
 DT0600.The horizontal coordinates were scaled from a topographic map and have
 DT0600.an estimated accuracy of +/- 6 seconds.
 DT0600
 DT0600.The orthometric height was determined by differential leveling
 DT0600.and adjusted by the National Geodetic Survey in June 1991..
 DT0600
 DT0600.The geoid height was determined by GEOID03.
 DT0600
 DT0600.The dynamic height is computed by dividing the NAVD 88
 DT0600.geopotential number by the normal gravity value computed on the
 DT0600.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0600.degrees latitude (g = 980.6199 gals.).
 DT0600
 DT0600.The modeled gravity was interpolated from observed gravity values.
 DT0600
 DT0600;                    North         East    Units  Estimated Accuracy
 DT0600;SPC NM W     -   323,550.      769,310.      MT  (+/- 180 meters Scaled)
 DT0600
 DT0600                          SUPERSEDED SURVEY CONTROL
 DT0600
 DT0600.No superseded survey control is available for this station.
 DT0600
 DT0600_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYC320556(NAD 83)
 DT0600_MARKER: DB = BENCH MARK DISK
 DT0600_SETTING: 66 = SET IN ROCK OUTCROP
 DT0600_SP_SET: ROCK OUTCROP
 DT0600_STAMPING: L 372 1980
 DT0600_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DT0600+STABILITY: POSITION/ELEVATION WELL
 DT0600_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DT0600+SATELLITE: SATELLITE OBSERVATIONS - November 27, 2004
 DT0600
 DT0600  HISTORY     - Date     Condition        Report By
 DT0600  HISTORY     - 1980     MONUMENTED       NGS
 DT0600  HISTORY     - 20041127 GOOD             GEOCAC
 DT0600
 DT0600                          STATION DESCRIPTION
 DT0600
 DT0600'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 DT0600'6.9 KM NE FROM ARAGON.
 DT0600'6.9 KM (4.3 MI) NORTHEAST ALONG STATE HIGHWAY 12 FROM THE
 DT0600'POST OFFICE IN ARAGON, 0.8 KM (0.5 MI) NORTHEAST OF THE
 DT0600'NORTHEAST END OF A BRIDGE, 48.2 METERS (158.0 FT) WEST OF THE
 DT0600'NORTHWEST END OF A BOX CULVERT, 53.6 METERS (175.8 FT)
 DT0600'NORTH-NORTHWEST OF THE CENTERLINE OF THE HIGHWAY AND 26.5 METERS
 DT0600'(87.1 FT) NORTH-NORTHWEST OF A FENCE.
 DT0600'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 DT0600'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
 DT0600
 DT0600                          STATION RECOVERY (2004)
 DT0600
 DT0600'RECOVERY NOTE BY GEOCACHING 2004 (CB)
 DT0600'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0578 ***********************************************************************
 DT0578  DESIGNATION -  L 373
 DT0578  PID         -  DT0578
 DT0578  STATE/COUNTY-  NM/CATRON
 DT0578  USGS QUAD   -  HORSE MOUNTAIN WEST (1981)
 DT0578
 DT0578                         *CURRENT SURVEY CONTROL
 DT0578  ___________________________________________________________________
 DT0578* NAD 83(1986)-  33 55 34.     (N)    108 11 20.     (W)     SCALED    
 DT0578* NAVD 88     -      2114.759  (meters)    6938.17   (feet)  ADJUSTED  
 DT0578  ___________________________________________________________________
 DT0578  GEOID HEIGHT-         -21.84  (meters)                     GEOID03
 DT0578  DYNAMIC HT  -        2111.464 (meters)    6927.36  (feet)  COMP
 DT0578  MODELED GRAV-     979,002.3   (mgal)                       NAVD 88
 DT0578
 DT0578  VERT ORDER  -  FIRST     CLASS II
 DT0578
 DT0578.The horizontal coordinates were scaled from a topographic map and have
 DT0578.an estimated accuracy of +/- 6 seconds.
 DT0578
 DT0578.The orthometric height was determined by differential leveling
 DT0578.and adjusted by the National Geodetic Survey in June 1991..
 DT0578
 DT0578.The geoid height was determined by GEOID03.
 DT0578
 DT0578.The dynamic height is computed by dividing the NAVD 88
 DT0578.geopotential number by the normal gravity value computed on the
 DT0578.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0578.degrees latitude (g = 980.6199 gals.).
 DT0578
 DT0578.The modeled gravity was interpolated from observed gravity values.
 DT0578
 DT0578;                    North         East    Units  Estimated Accuracy
 DT0578;SPC NM W     -   324,520.      797,130.      MT  (+/- 180 meters Scaled)
 DT0578
 DT0578                          SUPERSEDED SURVEY CONTROL
 DT0578
 DT0578.No superseded survey control is available for this station.
 DT0578
 DT0578_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYC598575(NAD 83)
 DT0578_MARKER: DB = BENCH MARK DISK
 DT0578_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DT0578+WITH SETTING: INFORMATION.
 DT0578_SP_SET: SHALLOW SET METAL ROD
 DT0578_STAMPING: L 373 1980
 DT0578_PROJECTION: FLUSH
 DT0578_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DT0578_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DT0578+SATELLITE: SATELLITE OBSERVATIONS - June 16, 2005
 DT0578_ROD/PIPE-DEPTH: 1.8  meters
 DT0578
 DT0578  HISTORY     - Date     Condition        Report By
 DT0578  HISTORY     - 1980     MONUMENTED       NGS
 DT0578  HISTORY     - 20050616 GOOD             INDIV
 DT0578
 DT0578                          STATION DESCRIPTION
 DT0578
 DT0578'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 DT0578'35.8 KM NE FROM ARAGON.
 DT0578'35.8 KM (22.25 MI) NORTHEAST ALONG STATE HIGHWAY 12 FROM
 DT0578'THE POST OFFICE IN ARAGON, 0.8 KM (0.5 MI) EAST OF A SIDE
 DT0578'ROAD LEADING NORTH, 0.3 KM (0.2 MI) WEST OF MILE POST 49,
 DT0578'54.6 METERS (179.3 FT) NORTHWEST OF THE NORTHWEST CORNER OF A
 DT0578'ROCK WALL OF A SMALL CEMETARY, 19.1 METERS (62.7 FT) SOUTH OF THE
 DT0578'CENTERLINE OF THE HIGHWAY, 6.9 METERS (22.7 FT) EAST OF THE CENTER
 DT0578'OF A DIM TRACK ROAD LEADING SOUTH, 4.5 METERS (14.8 FT) EAST OF THE
 DT0578'EAST GATE POST AND 0.6 METER (2.0 FT) NORTH OF A FENCE.  NOTE=
 DT0578'REFUSAL WAS REACHED AT 1.8 METERS (6.0 FT).  ACCESS TO THE DISK IS
 DT0578'THROUGH A 4-INCH SCREW PLUG.
 DT0578'THE MARK IS 0.4 METERS  E FROM A WITNESS POST.
 DT0578'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 DT0578
 DT0578                          STATION RECOVERY (2005)
 DT0578
 DT0578'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (BHI)
 DT0578'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0499 ***********************************************************************
 DT0499  DESIGNATION -  L 374
 DT0499  PID         -  DT0499
 DT0499  STATE/COUNTY-  NM/CATRON
 DT0499  USGS QUAD   -  BULL BASIN (1965)
 DT0499
 DT0499                         *CURRENT SURVEY CONTROL
 DT0499  ___________________________________________________________________
 DT0499* NAD 83(1986)-  33 43 59.     (N)    108 56 07.     (W)     SCALED    
 DT0499* NAVD 88     -      2399.958  (meters)    7873.86   (feet)  ADJUSTED  
 DT0499  ___________________________________________________________________
 DT0499  GEOID HEIGHT-         -22.64  (meters)                     GEOID03
 DT0499  DYNAMIC HT  -        2396.109 (meters)    7861.23  (feet)  COMP
 DT0499  MODELED GRAV-     978,945.7   (mgal)                       NAVD 88
 DT0499
 DT0499  VERT ORDER  -  FIRST     CLASS II
 DT0499
 DT0499.The horizontal coordinates were scaled from a topographic map and have
 DT0499.an estimated accuracy of +/- 6 seconds.
 DT0499
 DT0499.The orthometric height was determined by differential leveling
 DT0499.and adjusted by the National Geodetic Survey in June 1991..
 DT0499
 DT0499.The geoid height was determined by GEOID03.
 DT0499
 DT0499.The dynamic height is computed by dividing the NAVD 88
 DT0499.geopotential number by the normal gravity value computed on the
 DT0499.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0499.degrees latitude (g = 980.6199 gals.).
 DT0499
 DT0499.The modeled gravity was interpolated from observed gravity values.
 DT0499
 DT0499;                    North         East    Units  Estimated Accuracy
 DT0499;SPC NM W     -   303,600.      727,890.      MT  (+/- 180 meters Scaled)
 DT0499
 DT0499                          SUPERSEDED SURVEY CONTROL
 DT0499
 DT0499.No superseded survey control is available for this station.
 DT0499
 DT0499_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXC912344(NAD 83)
 DT0499_MARKER: DB = BENCH MARK DISK
 DT0499_SETTING: 66 = SET IN ROCK OUTCROP
 DT0499_SP_SET: ROCK OUTCROP
 DT0499_STAMPING: L 374 1980
 DT0499_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DT0499+STABILITY: POSITION/ELEVATION WELL
 DT0499
 DT0499  HISTORY     - Date     Condition        Report By
 DT0499  HISTORY     - 1980     MONUMENTED       NGS
 DT0499
 DT0499                          STATION DESCRIPTION
 DT0499
 DT0499'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 DT0499'12.2 KM SE FROM LUNA.
 DT0499'12.2 KM (7.55 MI) SOUTHEAST ALONG U.S. HIGHWAY 180 FROM
 DT0499'THE POST OFFICE IN LUNA, 0.7 KM (0.45 MI) SOUTHEAST OF A
 DT0499'SIDE ROAD LEADING NORTHWEST, 0.3 KM (0.2 MI) NORTHWEST OF
 DT0499'MILE POST 15, AND 12.1 METERS (39.7 FT) SOUTH-SOUTHWEST OF THE
 DT0499'CENTERLINE OF THE HIGHWAY.
 DT0499'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 DT0499'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0599 ***********************************************************************
 FM0599  DESIGNATION -  L 38
 FM0599  PID         -  FM0599
 FM0599  STATE/COUNTY-  NM/QUAY
 FM0599  USGS QUAD   -  OBAR (1971)
 FM0599
 FM0599                         *CURRENT SURVEY CONTROL
 FM0599  ___________________________________________________________________
 FM0599* NAD 83(1986)-  35 31 18.     (N)    103 13 10.     (W)     SCALED    
 FM0599* NAVD 88     -      1249.484  (meters)    4099.35   (feet)  ADJUSTED  
 FM0599  ___________________________________________________________________
 FM0599  GEOID HEIGHT-         -23.13  (meters)                     GEOID03
 FM0599  DYNAMIC HT  -        1247.992 (meters)    4094.45  (feet)  COMP
 FM0599  MODELED GRAV-     979,396.1   (mgal)                       NAVD 88
 FM0599
 FM0599  VERT ORDER  -  FIRST     CLASS II
 FM0599
 FM0599.The horizontal coordinates were scaled from a topographic map and have
 FM0599.an estimated accuracy of +/- 6 seconds.
 FM0599
 FM0599.The orthometric height was determined by differential leveling
 FM0599.and adjusted by the National Geodetic Survey in June 1991..
 FM0599
 FM0599.The geoid height was determined by GEOID03.
 FM0599
 FM0599.The dynamic height is computed by dividing the NAVD 88
 FM0599.geopotential number by the normal gravity value computed on the
 FM0599.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FM0599.degrees latitude (g = 980.6199 gals.).
 FM0599
 FM0599.The modeled gravity was interpolated from observed gravity values.
 FM0599
 FM0599;                    North         East    Units  Estimated Accuracy
 FM0599;SPC NM E     -   502,020.      266,030.      MT  (+/- 180 meters Scaled)
 FM0599
 FM0599                          SUPERSEDED SURVEY CONTROL
 FM0599
 FM0599  NGVD 29 (??/??/92) 1248.912  (m)         4097.47   (f) ADJ UNCH    1 2
 FM0599
 FM0599.Superseded values are not recommended for survey control.
 FM0599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0599.See file dsdata.txt to determine how the superseded data were derived.
 FM0599
 FM0599_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFV614323(NAD 83)
 FM0599_MARKER: DB = BENCH MARK DISK
 FM0599_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0599_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FM0599_STAMPING: L-38 1933
 FM0599_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FM0599+STABILITY: SURFACE MOTION
 FM0599
 FM0599  HISTORY     - Date     Condition        Report By
 FM0599  HISTORY     - 1933     MONUMENTED       CGS
 FM0599
 FM0599                          STATION DESCRIPTION
 FM0599
 FM0599'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 FM0599'9.0 MI SW FROM NARAVISA.
 FM0599'9.0 MILES SOUTH WEST OF THE DEPOT.  ALONG THE ROCK ISLAND RAILROAD.
 FM0599'1.9 MILES NORTH EAST OF THE GRAVEL PIT, 1 1/2 POLES NORTH OF MILE POLE
 FM0599'600.  AT SOUTH END OF LONG CUT, 100 FEET EAST OF THE CENTER LINE OF
 FM0599'THE TRACKS AND 3 FEET WEST OF THE RIGHT-OF-WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0162 ***********************************************************************
 DT0162  DESIGNATION -  L 39
 DT0162  PID         -  DT0162
 DT0162  STATE/COUNTY-  NM/CATRON
 DT0162  USGS QUAD   -  RESERVE (1965)
 DT0162
 DT0162                         *CURRENT SURVEY CONTROL
 DT0162  ___________________________________________________________________
 DT0162* NAD 83(1986)-  33 43 20.     (N)    108 47 22.     (W)     SCALED    
 DT0162* NAVD 88     -      1803.472  (meters)    5916.89   (feet)  ADJUSTED  
 DT0162  ___________________________________________________________________
 DT0162  GEOID HEIGHT-         -22.72  (meters)                     GEOID03
 DT0162  DYNAMIC HT  -        1800.722 (meters)    5907.87  (feet)  COMP
 DT0162  MODELED GRAV-     979,048.5   (mgal)                       NAVD 88
 DT0162
 DT0162  VERT ORDER  -  FIRST     CLASS II
 DT0162
 DT0162.The horizontal coordinates were scaled from a topographic map and have
 DT0162.an estimated accuracy of +/- 6 seconds.
 DT0162
 DT0162.The orthometric height was determined by differential leveling
 DT0162.and adjusted by the National Geodetic Survey in June 1991..
 DT0162
 DT0162.The geoid height was determined by GEOID03.
 DT0162
 DT0162.The dynamic height is computed by dividing the NAVD 88
 DT0162.geopotential number by the normal gravity value computed on the
 DT0162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0162.degrees latitude (g = 980.6199 gals.).
 DT0162
 DT0162.The modeled gravity was interpolated from observed gravity values.
 DT0162
 DT0162;                    North         East    Units  Estimated Accuracy
 DT0162;SPC NM W     -   302,260.      741,390.      MT  (+/- 180 meters Scaled)
 DT0162
 DT0162                          SUPERSEDED SURVEY CONTROL
 DT0162
 DT0162  NGVD 29 (??/??/92) 1802.614  (m)         5914.08   (f) ADJ UNCH    1 2
 DT0162
 DT0162.Superseded values are not recommended for survey control.
 DT0162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0162.See file dsdata.txt to determine how the superseded data were derived.
 DT0162
 DT0162_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYC048335(NAD 83)
 DT0162_MARKER: DB = BENCH MARK DISK
 DT0162_SETTING: 66 = SET IN ROCK OUTCROP
 DT0162_SP_SET: ROCK SHELF
 DT0162_STAMPING: L 39 1934
 DT0162_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DT0162+STABILITY: POSITION/ELEVATION WELL
 DT0162
 DT0162  HISTORY     - Date     Condition        Report By
 DT0162  HISTORY     - 1934     MONUMENTED       CGS
 DT0162  HISTORY     - 1965     GOOD             USGS
 DT0162  HISTORY     - 1980     GOOD             NGS
 DT0162
 DT0162                          STATION DESCRIPTION
 DT0162
 DT0162'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DT0162'2.4 MI W FROM RESERVE.
 DT0162'2.4 MI WEST ALONG STATE HWY. NO. 12, FROM POST OFFICE.  ON STATE HWY.
 DT0162'NO. 12, IN THE NARROWEST PART OF THE BOX CANYON.  ON THE SOUTH SIDE OF
 DT0162'THE CANYON, ON TOP OF A ROCK SHELF IN THE CANYON WALL.  ABOUT 3 FEET
 DT0162'SOUTH OF THE EDGE OF THE SHELF AND ABOUT 3 FEET ABOVE THE CANYON
 DT0162'FLOOR, WHICH IS THE STREAM BED.
 DT0162
 DT0162                          STATION RECOVERY (1965)
 DT0162
 DT0162'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 DT0162'RECOVERED IN GOOD CONDITION.
 DT0162
 DT0162                          STATION RECOVERY (1980)
 DT0162
 DT0162'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DT0162'0.2 KM (0.1 MI) NORTH ALONG STATE HIGHWAY 435 FROM THE
 DT0162'COURTHOUSE IN RESERVE, THENCE 3.2 KM (2.0 MI) WEST AND
 DT0162'SOUTHWEST ALONG STATE HIGHWAY 12, IN THE NORTHEAST EDGE OF A ROCK
 DT0162'LEDGE SOUTHWEST OF A CREEK, 156.0 METERS (512.0 FT) WEST OF THE
 DT0162'CENTERLINE OF THE HIGHWAY, 152.4 METERS (500.0 FT) WEST OF MILE
 DT0162'POST 5, 4.6 METERS (15.0 FT) WEST OF THE CENTER OF THE CREEK, 1.8
 DT0162'METERS (6.0 FT) ABOVE THE CREEK AND 0.9 METERS (3.0 FT) WEST OF
 DT0162'THE EAST EDGE OF THE ROCK LEDGE.
 DT0162'THE MARK IS 1.4 METERS  NW FROM A WITNESS POST.
 DT0162'THE MARK IS 2.4 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0649 ***********************************************************************
 CY0649  DESIGNATION -  L 397
 CY0649  PID         -  CY0649
 CY0649  STATE/COUNTY-  NM/HIDALGO
 CY0649  USGS QUAD   -  LISBON (1980)
 CY0649
 CY0649                         *CURRENT SURVEY CONTROL
 CY0649  ___________________________________________________________________
 CY0649* NAD 83(1986)-  32 16 40.     (N)    108 32 51.     (W)     SCALED    
 CY0649* NAVD 88     -      1304.609  (meters)    4280.20   (feet)  ADJUSTED  
 CY0649  ___________________________________________________________________
 CY0649  GEOID HEIGHT-         -25.27  (meters)                     GEOID03
 CY0649  DYNAMIC HT  -        1302.632 (meters)    4273.72  (feet)  COMP
 CY0649  MODELED GRAV-     979,078.2   (mgal)                       NAVD 88
 CY0649
 CY0649  VERT ORDER  -  FIRST     CLASS II
 CY0649
 CY0649.The horizontal coordinates were scaled from a topographic map and have
 CY0649.an estimated accuracy of +/- 6 seconds.
 CY0649
 CY0649.The orthometric height was determined by differential leveling
 CY0649.and adjusted by the National Geodetic Survey in June 1991..
 CY0649
 CY0649.The geoid height was determined by GEOID03.
 CY0649
 CY0649.The dynamic height is computed by dividing the NAVD 88
 CY0649.geopotential number by the normal gravity value computed on the
 CY0649.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0649.degrees latitude (g = 980.6199 gals.).
 CY0649
 CY0649.The modeled gravity was interpolated from observed gravity values.
 CY0649
 CY0649;                    North         East    Units  Estimated Accuracy
 CY0649;SPC NM W     -   141,890.      762,730.      MT  (+/- 180 meters Scaled)
 CY0649
 CY0649                          SUPERSEDED SURVEY CONTROL
 CY0649
 CY0649.No superseded survey control is available for this station.
 CY0649
 CY0649_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYA309738(NAD 83)
 CY0649_MARKER: DB = BENCH MARK DISK
 CY0649_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CY0649_SP_SET: STAINLESS STEEL ROD
 CY0649_STAMPING: L 397 1979
 CY0649_PROJECTION: FLUSH
 CY0649_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CY0649_ROD/PIPE-DEPTH: 4.3  meters
 CY0649
 CY0649  HISTORY     - Date     Condition        Report By
 CY0649  HISTORY     - 1979     MONUMENTED       NGS
 CY0649
 CY0649                          STATION DESCRIPTION
 CY0649
 CY0649'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CY0649'17.4 KM SE FROM LORDSBURG.
 CY0649'17.4 KILOMETERS (10.85 MILES) SOUTHEAST ALONG THE SOUTHERN PACIFIC
 CY0649'RAILROAD FROM THE STATION IN LORDSBURG, 0.55 KILOMETER (0.35 MILE)
 CY0649'SOUTHEAST OF RAILROAD BRIDGE 1158.65, 0.5 KILOMETER (0.3 MILE)
 CY0649'NORTHWEST OF RAILROAD BRIDGE 1159.32, AT MILE POST 1159 AND THE
 CY0649'LISBON SIDING, 13.1 METERS (43.0 FEET) SOUTHWEST OF THE SOUTHWEST
 CY0649'RAIL OF THE MAIN TRACK, 33.4 METERS (110 FEET) WEST OF AND ACROSS
 CY0649'THE TRACKS FROM THE MILE POST, 22.4 METERS (74 FEET) NORTHWEST OF
 CY0649'THE NORTHEASTERN OF TWO WITNESS SIGNS FOR A PETROLEUM PIPE LINE,
 CY0649'8.5 METERS (28 FEET) NORTHEAST OF THE CENTER OF THE RAILROAD
 CY0649'MAINTENANCE ROAD AND 1.2 METERS (4.1 FEET) NORTHEAST OF THE FIRST
 CY0649'TELEGRAPH POLE NORTHWEST OF THE MILE POST.
 CY0649'THE MARK IS 0.8 METERS  SE FROM A WITNESS POST.
 CY0649'THE MARK IS 1.3 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0121 ***********************************************************************
 EP0121  DESIGNATION -  L 4
 EP0121  PID         -  EP0121
 EP0121  STATE/COUNTY-  NM/DE BACA
 EP0121  USGS QUAD   -  YESO MESA (1981)
 EP0121
 EP0121                         *CURRENT SURVEY CONTROL
 EP0121  ___________________________________________________________________
 EP0121* NAD 83(1986)-  34 29 32.     (N)    104 50 51.     (W)     SCALED    
 EP0121* NAVD 88     -      1615.012  (meters)    5298.59   (feet)  ADJUSTED  
 EP0121  ___________________________________________________________________
 EP0121  GEOID HEIGHT-         -22.38  (meters)                     GEOID03
 EP0121  DYNAMIC HT  -        1612.754 (meters)    5291.18  (feet)  COMP
 EP0121  MODELED GRAV-     979,180.1   (mgal)                       NAVD 88
 EP0121
 EP0121  VERT ORDER  -  FIRST     CLASS II
 EP0121
 EP0121.The horizontal coordinates were scaled from a topographic map and have
 EP0121.an estimated accuracy of +/- 6 seconds.
 EP0121
 EP0121.The orthometric height was determined by differential leveling
 EP0121.and adjusted by the National Geodetic Survey in June 1991..
 EP0121
 EP0121.The geoid height was determined by GEOID03.
 EP0121
 EP0121.The dynamic height is computed by dividing the NAVD 88
 EP0121.geopotential number by the normal gravity value computed on the
 EP0121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EP0121.degrees latitude (g = 980.6199 gals.).
 EP0121
 EP0121.The modeled gravity was interpolated from observed gravity values.
 EP0121
 EP0121;                    North         East    Units  Estimated Accuracy
 EP0121;SPC NM E     -   387,370.      117,780.      MT  (+/- 180 meters Scaled)
 EP0121
 EP0121                          SUPERSEDED SURVEY CONTROL
 EP0121
 EP0121  NGVD 29 (??/??/92) 1614.266  (m)         5296.14   (f) ADJ UNCH    1 2
 EP0121
 EP0121.Superseded values are not recommended for survey control.
 EP0121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EP0121.See file dsdata.txt to determine how the superseded data were derived.
 EP0121
 EP0121_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEU140167(NAD 83)
 EP0121_MARKER: DB = BENCH MARK DISK
 EP0121_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EP0121_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EP0121_STAMPING: L 4 1911 5296.118
 EP0121_MARK LOGO: CGS   
 EP0121_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EP0121
 EP0121  HISTORY     - Date     Condition        Report By
 EP0121  HISTORY     - 1911     MONUMENTED       CGS
 EP0121  HISTORY     - 1958     GOOD             NGS
 EP0121  HISTORY     - 1983     GOOD             NGS
 EP0121
 EP0121                          STATION DESCRIPTION
 EP0121
 EP0121'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 EP0121'17.85 MI W FROM YESO.
 EP0121'ABOUT 17.85 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 EP0121'FROM THE STATION AT YESO, AT CARDENAS, ABOUT 0.4 MILE SOUTH OF MILE
 EP0121'POST 762, 15 FEET SOUTH OF THE TWELFTH TELEPHONE POLE SOUTHEAST OF
 EP0121'MILE POST 762, 190 FEET SOUTH OF THE SOUTH CORNER OF THE RAILWAY
 EP0121'SECTION FOREMANS HOUSE, 84 FEET SOUTHWEST OF THE NEAR RAIL, 3 FEET
 EP0121'NORTHEAST OF THE RIGHT OF WAY FENCE, 2 FEET NORTHWEST OF A METAL
 EP0121'WITNESS POST, ABOUT LEVEL WITH THE TRACK, AND ON THE TOP OF A 3-INCH
 EP0121'IRON PIPE PROJECTING 8 INCHES.
 EP0121
 EP0121                          STATION RECOVERY (1983)
 EP0121
 EP0121'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 EP0121'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0014 ***********************************************************************
 DT0014  DESIGNATION -  L 40
 DT0014  PID         -  DT0014
 DT0014  STATE/COUNTY-  NM/CATRON
 DT0014  USGS QUAD   -  HORSE MOUNTAIN EAST (1981)
 DT0014
 DT0014                         *CURRENT SURVEY CONTROL
 DT0014  ___________________________________________________________________
 DT0014* NAD 83(1986)-  33 56 34.     (N)    108 06 18.     (W)     SCALED    
 DT0014* NAVD 88     -      2099.862  (meters)    6889.30   (feet)  POSTED    
 DT0014  ___________________________________________________________________
 DT0014  GEOID HEIGHT-         -21.82  (meters)                     GEOID03
 DT0014  DYNAMIC HT  -        2096.560 (meters)    6878.46  (feet)  COMP
 DT0014  MODELED GRAV-     978,991.1   (mgal)                       NAVD 88
 DT0014
 DT0014  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 DT0014
 DT0014.The horizontal coordinates were scaled from a topographic map and have
 DT0014.an estimated accuracy of +/- 6 seconds.
 DT0014
 DT0014.The orthometric height was determined by differential leveling
 DT0014.and adjusted by the National Geodetic Survey in 1992..
 DT0014.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 DT0014.rate of 1.1 thru 2.0 mm/km.
 DT0014
 DT0014.The geoid height was determined by GEOID03.
 DT0014
 DT0014.The dynamic height is computed by dividing the NAVD 88
 DT0014.geopotential number by the normal gravity value computed on the
 DT0014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DT0014.degrees latitude (g = 980.6199 gals.).
 DT0014
 DT0014.The modeled gravity was interpolated from observed gravity values.
 DT0014
 DT0014;                    North         East    Units  Estimated Accuracy
 DT0014;SPC NM W     -   326,350.      804,890.      MT  (+/- 180 meters Scaled)
 DT0014
 DT0014                          SUPERSEDED SURVEY CONTROL
 DT0014
 DT0014  NGVD 29 (??/??/92) 2098.952  (m)         6886.31   (f) ADJ UNCH    1 2
 DT0014
 DT0014.Superseded values are not recommended for survey control.
 DT0014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0014.See file dsdata.txt to determine how the superseded data were derived.
 DT0014
 DT0014_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYC675595(NAD 83)
 DT0014_MARKER: DB = BENCH MARK DISK
 DT0014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DT0014_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DT0014_STAMPING: L-40 1934
 DT0014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DT0014+STABILITY: SURFACE MOTION
 DT0014
 DT0014  HISTORY     - Date     Condition        Report By
 DT0014  HISTORY     - 1934     MONUMENTED       CGS
 DT0014  HISTORY     - 1975     MARK NOT FOUND   USGS
 DT0014  HISTORY     - 1980     MARK NOT FOUND   NGS
 DT0014
 DT0014                          STATION DESCRIPTION
 DT0014
 DT0014'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DT0014'5.2 MI E FROM HORSE SPRINGS.
 DT0014'5.2 MI EAST ALONG STATE HWY NO. 12, FROM P.O.  ON STATE HWY NO. 12,
 DT0014'ABOUT 45 FT SOUTH OF THE CENTERLINE OF THE ROAD IN LINE OF TELEPHONE
 DT0014'POLES.
 DT0014
 DT0014                          STATION RECOVERY (1975)
 DT0014
 DT0014'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 DT0014'MARK NOT FOUND.
 DT0014
 DT0014                          STATION RECOVERY (1980)
 DT0014
 DT0014'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DT0014'A THOROUGH SEARCH OF THE AREA REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0637 ***********************************************************************
 CY0637  DESIGNATION -  L 400
 CY0637  PID         -  CY0637
 CY0637  STATE/COUNTY-  NM/LUNA
 CY0637  USGS QUAD   -  GAGE NW (1976)
 CY0637
 CY0637                         *CURRENT SURVEY CONTROL
 CY0637  ___________________________________________________________________
 CY0637* NAD 83(1986)-  32 12 42.     (N)    108 12 17.     (W)     SCALED    
 CY0637* NAVD 88     -      1390.936  (meters)    4563.43   (feet)  ADJUSTED  
 CY0637  ___________________________________________________________________
 CY0637  GEOID HEIGHT-         -24.75  (meters)                     GEOID03
 CY0637  DYNAMIC HT  -        1388.826 (meters)    4556.51  (feet)  COMP
 CY0637  MODELED GRAV-     979,073.1   (mgal)                       NAVD 88
 CY0637
 CY0637  VERT ORDER  -  FIRST     CLASS II
 CY0637
 CY0637.The horizontal coordinates were scaled from a topographic map and have
 CY0637.an estimated accuracy of +/- 6 seconds.
 CY0637
 CY0637.The orthometric height was determined by differential leveling
 CY0637.and adjusted by the National Geodetic Survey in June 1991..
 CY0637
 CY0637.The geoid height was determined by GEOID03.
 CY0637
 CY0637.The dynamic height is computed by dividing the NAVD 88
 CY0637.geopotential number by the normal gravity value computed on the
 CY0637.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0637.degrees latitude (g = 980.6199 gals.).
 CY0637
 CY0637.The modeled gravity was interpolated from observed gravity values.
 CY0637
 CY0637;                    North         East    Units  Estimated Accuracy
 CY0637;SPC NM W     -   134,400.      794,990.      MT  (+/- 180 meters Scaled)
 CY0637
 CY0637                          SUPERSEDED SURVEY CONTROL
 CY0637
 CY0637.No superseded survey control is available for this station.
 CY0637
 CY0637_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYA634673(NAD 83)
 CY0637_MARKER: I = METAL ROD
 CY0637_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 CY0637_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 CY0637_STAMPING: L 400 1979
 CY0637_PROJECTION: FLUSH
 CY0637_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CY0637+STABILITY: POSITION/ELEVATION WELL
 CY0637_ROD/PIPE-DEPTH: 10   meters
 CY0637_SLEEVE-DEPTH  : 8.2 meters
 CY0637
 CY0637  HISTORY     - Date     Condition        Report By
 CY0637  HISTORY     - 1979     MONUMENTED       NGS
 CY0637
 CY0637                          STATION DESCRIPTION
 CY0637
 CY0637'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 CY0637'43.0 KM WEST FROM DEMING.
 CY0637'43.0 KILOMETERS (26.7 MILES) WEST ALONG THE SOUTHERN PACIFIC RAILROAD
 CY0637'FROM ITS STATION IN DEMING, AT THE QUINCY EXIT OVERPASS AND INTERSTATE
 CY0637'HIGHWAY 10 MILE POST 56, SET NEAR THE WEST EDGE OF THE OVERPASS
 CY0637'BRIDGE IN THE MEDIAN STRIP, 8.7 METERS (29 FEET) SOUTH OF THE
 CY0637'CENTERLINE OF THE WESTBOUND LANES, 17.3 METERS (57 FEET) NORTH OF A
 CY0637'METAL GUARD RAIL, 5.7 METERS (18.5 FEET) EAST OF THE WEST END OF A
 CY0637'METAL GUARD RAIL, 5.1 METERS (17 FEET) WEST OF THE WEST PIER OF THE
 CY0637'BRIDGE, 3.9 METERS (12.5 FEET) WEST OF THE WEST EDGE OF THE OVERPASS
 CY0637'AND 0.9 METER (3 FEET) SOUTH OF A GUARD RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0577 ***********************************************************************
 EQ0577  DESIGNATION -  L 402
 EQ0577  PID         -  EQ0577
 EQ0577  STATE/COUNTY-  NM/SOCORRO
 EQ0577  USGS QUAD   -  LEMITAR (1971)
 EQ0577
 EQ0577                         *CURRENT SURVEY CONTROL
 EQ0577  ___________________________________________________________________
 EQ0577* NAD 83(1986)-  34 14 40.     (N)    106 54 44.     (W)     SCALED    
 EQ0577* NAVD 88     -      1420.978  (meters)    4661.99   (feet)  ADJUSTED  
 EQ0577  ___________________________________________________________________
 EQ0577  GEOID HEIGHT-         -21.86  (meters)                     GEOID03
 EQ0577  DYNAMIC HT  -        1418.999 (meters)    4655.50  (feet)  COMP
 EQ0577  MODELED GRAV-     979,194.4   (mgal)                       NAVD 88
 EQ0577
 EQ0577  VERT ORDER  -  FIRST     CLASS II
 EQ0577
 EQ0577.The horizontal coordinates were scaled from a topographic map and have
 EQ0577.an estimated accuracy of +/- 6 seconds.
 EQ0577
 EQ0577.The orthometric height was determined by differential leveling
 EQ0577.and adjusted by the National Geodetic Survey in June 1991..
 EQ0577
 EQ0577.The geoid height was determined by GEOID03.
 EQ0577
 EQ0577.The dynamic height is computed by dividing the NAVD 88
 EQ0577.geopotential number by the normal gravity value computed on the
 EQ0577.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0577.degrees latitude (g = 980.6199 gals.).
 EQ0577
 EQ0577.The modeled gravity was interpolated from observed gravity values.
 EQ0577
 EQ0577;                    North         East    Units  Estimated Accuracy
 EQ0577;SPC NM C     -   359,960.      439,000.      MT  (+/- 180 meters Scaled)
 EQ0577
 EQ0577                          SUPERSEDED SURVEY CONTROL
 EQ0577
 EQ0577.No superseded survey control is available for this station.
 EQ0577
 EQ0577_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT239909(NAD 83)
 EQ0577_MARKER: I = METAL ROD
 EQ0577_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EQ0577_SP_SET: STAINLESS STEEL ROD
 EQ0577_STAMPING: L 402 1980
 EQ0577_MARK LOGO: NGS   
 EQ0577_PROJECTION: FLUSH
 EQ0577_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EQ0577_ROD/PIPE-DEPTH: 12.2 meters
 EQ0577
 EQ0577  HISTORY     - Date     Condition        Report By
 EQ0577  HISTORY     - 1980     MONUMENTED       NGS
 EQ0577  HISTORY     - 20050524 GOOD             GEOCAC
 EQ0577
 EQ0577                          STATION DESCRIPTION
 EQ0577
 EQ0577'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 EQ0577'12.4 KM (7.7 MI) NORTH FROM LEMITAR.
 EQ0577'1.8 KM (1.1 MI) EAST ALONG STATE HIGHWAY 408 FROM ITS JUNCTION WITH
 EQ0577'INTERSTATE HIGHWAY 25 IN LEMITAR, THENCE 6.8 KM (4.2 MI) NORTH ALONG
 EQ0577'THE ATCHISON TOPEKA AND SANTA FE RAILROAD, THENCE 0.8 KM (0.5 MI)
 EQ0577'WEST ALONG STATE HIGHWAY 408, THENCE 3.1 KM (1.9 MI) NORTH ALONG
 EQ0577'U.S. HIGHWAY 60 AND 85, 11.2 METERS (36.7 FT) SOUTHEAST OF THE CENTER
 EQ0577'OF THE HIGHWAY, AND 2.0 METERS (6.4 FT) SOUTH-SOUTHWEST OF A
 EQ0577'UTILITY POLE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 EQ0577'LOGO CAP.
 EQ0577'THE MARK IS 0.5 METERS  NW FROM A WITNESS POST.
 EQ0577'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 EQ0577
 EQ0577                          STATION RECOVERY (2005)
 EQ0577
 EQ0577'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 EQ0577'HANDHELD COORDINATES ARE
 EQ0577'34 14.643N
 EQ0577'106 54.712W
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0590 ***********************************************************************
 EQ0590  DESIGNATION -  L 403
 EQ0590  PID         -  EQ0590
 EQ0590  STATE/COUNTY-  NM/SOCORRO
 EQ0590  USGS QUAD   -  ABEYTAS (1979)
 EQ0590
 EQ0590                         *CURRENT SURVEY CONTROL
 EQ0590  ___________________________________________________________________
 EQ0590* NAD 83(1986)-  34 24 44.     (N)    106 50 34.     (W)     SCALED    
 EQ0590* NAVD 88     -      1446.290  (meters)    4745.04   (feet)  ADJUSTED  
 EQ0590  ___________________________________________________________________
 EQ0590  GEOID HEIGHT-         -21.83  (meters)                     GEOID03
 EQ0590  DYNAMIC HT  -        1444.284 (meters)    4738.46  (feet)  COMP
 EQ0590  MODELED GRAV-     979,198.3   (mgal)                       NAVD 88
 EQ0590
 EQ0590  VERT ORDER  -  FIRST     CLASS II
 EQ0590
 EQ0590.The horizontal coordinates were scaled from a topographic map and have
 EQ0590.an estimated accuracy of +/- 6 seconds.
 EQ0590
 EQ0590.The orthometric height was determined by differential leveling
 EQ0590.and adjusted by the National Geodetic Survey in June 1991..
 EQ0590
 EQ0590.The geoid height was determined by GEOID03.
 EQ0590
 EQ0590.The dynamic height is computed by dividing the NAVD 88
 EQ0590.geopotential number by the normal gravity value computed on the
 EQ0590.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0590.degrees latitude (g = 980.6199 gals.).
 EQ0590
 EQ0590.The modeled gravity was interpolated from observed gravity values.
 EQ0590
 EQ0590;                    North         East    Units  Estimated Accuracy
 EQ0590;SPC NM C     -   378,540.      445,510.      MT  (+/- 180 meters Scaled)
 EQ0590
 EQ0590                          SUPERSEDED SURVEY CONTROL
 EQ0590
 EQ0590.No superseded survey control is available for this station.
 EQ0590
 EQ0590_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU306094(NAD 83)
 EQ0590_MARKER: I = METAL ROD
 EQ0590_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 EQ0590_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 EQ0590_STAMPING: L 403 1980
 EQ0590_MARK LOGO: NGS   
 EQ0590_PROJECTION: FLUSH
 EQ0590_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EQ0590+STABILITY: POSITION/ELEVATION WELL
 EQ0590_ROD/PIPE-DEPTH: 19.5 meters
 EQ0590_SLEEVE-DEPTH  : 12.2 meters
 EQ0590
 EQ0590  HISTORY     - Date     Condition        Report By
 EQ0590  HISTORY     - 1980     MONUMENTED       NGS
 EQ0590  HISTORY     - 1982     GOOD             NGS
 EQ0590  HISTORY     - 20050524 GOOD             GEOCAC
 EQ0590
 EQ0590                          STATION DESCRIPTION
 EQ0590
 EQ0590'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 EQ0590'1.0 KM (0.6 MI) SOUTH FROM BERNARDO.
 EQ0590'1.0 KM (0.6 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 25 FROM ITS
 EQ0590'JUNCTION WITH U. S. HIGHWAY 60 IN BERNARDO, 0.5 KM (0.3 MI)
 EQ0590'SOUTHWEST OF MILE POST 175, 32.2 METERS (105.7 FT) EAST-SOUTHEAST
 EQ0590'OF THE CENTERLINE OF THE HIGHWAY AND 63.4 METERS (207.9 FT)
 EQ0590'SOUTH-SOUTHWEST OF A UTILITY POLE WITH TWO GUY CABLES.  NOTE=ACCESS
 EQ0590'TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 EQ0590'THE MARK IS 0.7 METERS  WSW FROM  WITNESS POST AND FENCE
 EQ0590'THE MARK IS 1.1 M BELOW THE HIGHWAY.
 EQ0590
 EQ0590                          STATION RECOVERY (1982)
 EQ0590
 EQ0590'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 EQ0590'RECOVERED IN GOOD CONDITION.
 EQ0590
 EQ0590                          STATION RECOVERY (2005)
 EQ0590
 EQ0590'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 EQ0590'HANDHELD COORDINATES ARE
 EQ0590'34 24.758N
 EQ0590'106 50.556W
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0734 ***********************************************************************
 DR0734  DESIGNATION -  L 404
 DR0734  PID         -  DR0734
 DR0734  STATE/COUNTY-  NM/LINCOLN
 DR0734  USGS QUAD   -  LONE MOUNTAIN (1982)
 DR0734
 DR0734                         *CURRENT SURVEY CONTROL
 DR0734  ___________________________________________________________________
 DR0734* NAD 83(1986)-  33 52 21.     (N)    105 49 56.     (W)     SCALED    
 DR0734* NAVD 88     -      1755.108  (meters)    5758.22   (feet)  ADJUSTED  
 DR0734  ___________________________________________________________________
 DR0734  GEOID HEIGHT-         -20.40  (meters)                     GEOID03
 DR0734  DYNAMIC HT  -        1752.533 (meters)    5749.77  (feet)  COMP
 DR0734  MODELED GRAV-     979,106.8   (mgal)                       NAVD 88
 DR0734
 DR0734  VERT ORDER  -  FIRST     CLASS II
 DR0734
 DR0734.The horizontal coordinates were scaled from a topographic map and have
 DR0734.an estimated accuracy of +/- 6 seconds.
 DR0734
 DR0734.The orthometric height was determined by differential leveling
 DR0734.and adjusted by the National Geodetic Survey in June 1991..
 DR0734
 DR0734.The geoid height was determined by GEOID03.
 DR0734
 DR0734.The dynamic height is computed by dividing the NAVD 88
 DR0734.geopotential number by the normal gravity value computed on the
 DR0734.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0734.degrees latitude (g = 980.6199 gals.).
 DR0734
 DR0734.The modeled gravity was interpolated from observed gravity values.
 DR0734
 DR0734;                    North         East    Units  Estimated Accuracy
 DR0734;SPC NM C     -   318,590.      538,650.      MT  (+/- 180 meters Scaled)
 DR0734
 DR0734                          SUPERSEDED SURVEY CONTROL
 DR0734
 DR0734.No superseded survey control is available for this station.
 DR0734
 DR0734_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDT230483(NAD 83)
 DR0734_MARKER: I = METAL ROD
 DR0734_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DR0734+WITH SETTING: INFORMATION.
 DR0734_SP_SET: SHALLOW SET METAL ROD
 DR0734_STAMPING: L 404 1980
 DR0734_MARK LOGO: NGS   
 DR0734_PROJECTION: FLUSH
 DR0734_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR0734_ROD/PIPE-DEPTH: 1.8  meters
 DR0734
 DR0734  HISTORY     - Date     Condition        Report By
 DR0734  HISTORY     - 1980     MONUMENTED       NGS
 DR0734
 DR0734                          STATION DESCRIPTION
 DR0734
 DR0734'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 DR0734'26.5 KM (16.45 MI) NORT FROM CARRIZOZO.
 DR0734'26.5 KM (16.45 MI) NORTHERLY ALONG U.S. HIGHWAY 54 FROM THE JUNCTION
 DR0734'OF U.S. HIGHWAYS 54 AND 380 IN CARRIZOZO, AT A SIDE ROAD LEADING
 DR0734'WEST, 21.6 METERS (71.0 FT) WEST OF THE CENTERLINE OF THE HIGHWAY,
 DR0734'13.4 METERS (44.0 FT) NORTH OF THE CENTER OF THE DIRT ROAD AND
 DR0734'6.5 METERS (21.4 FT) SOUTH OF A UTILITY POLE.  NOTE=ACCESS TO THE
 DR0734'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 DR0734'THE MARK IS 0.4 METERS  E FROM  A WITNESS POST AND FENCE
 DR0734'THE MARK IS 0.9 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0409 ***********************************************************************
 EP0409  DESIGNATION -  L 405
 EP0409  PID         -  EP0409
 EP0409  STATE/COUNTY-  NM/TORRANCE
 EP0409  USGS QUAD   -  NEGRA (1978)
 EP0409
 EP0409                         *CURRENT SURVEY CONTROL
 EP0409  ___________________________________________________________________
 EP0409* NAD 83(1986)-  34 40 02.     (N)    105 30 57.     (W)     SCALED    
 EP0409* NAVD 88     -      1898.876  (meters)    6229.90   (feet)  ADJUSTED  
 EP0409  ___________________________________________________________________
 EP0409  GEOID HEIGHT-         -19.83  (meters)                     GEOID03
 EP0409  DYNAMIC HT  -        1896.214 (meters)    6221.16  (feet)  COMP
 EP0409  MODELED GRAV-     979,165.0   (mgal)                       NAVD 88
 EP0409
 EP0409  VERT ORDER  -  FIRST     CLASS II
 EP0409
 EP0409.The horizontal coordinates were scaled from a topographic map and have
 EP0409.an estimated accuracy of +/- 6 seconds.
 EP0409
 EP0409.The orthometric height was determined by differential leveling
 EP0409.and adjusted by the National Geodetic Survey in June 1991..
 EP0409
 EP0409.The geoid height was determined by GEOID03.
 EP0409
 EP0409.The dynamic height is computed by dividing the NAVD 88
 EP0409.geopotential number by the normal gravity value computed on the
 EP0409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EP0409.degrees latitude (g = 980.6199 gals.).
 EP0409
 EP0409.The modeled gravity was interpolated from observed gravity values.
 EP0409
 EP0409;                    North         East    Units  Estimated Accuracy
 EP0409;SPC NM C     -   406,910.      567,290.      MT  (+/- 180 meters Scaled)
 EP0409
 EP0409                          SUPERSEDED SURVEY CONTROL
 EP0409
 EP0409.No superseded survey control is available for this station.
 EP0409
 EP0409_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDU527362(NAD 83)
 EP0409_MARKER: DB = BENCH MARK DISK
 EP0409_SETTING: 66 = SET IN ROCK OUTCROP
 EP0409_SP_SET: ROCK OUTCROP
 EP0409_STAMPING: L 405 1980
 EP0409_MARK LOGO: NGS   
 EP0409_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EP0409+STABILITY: POSITION/ELEVATION WELL
 EP0409
 EP0409  HISTORY     - Date     Condition        Report By
 EP0409  HISTORY     - 1980     MONUMENTED       NGS
 EP0409
 EP0409                          STATION DESCRIPTION
 EP0409
 EP0409'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 EP0409'5.2 KM (3.25 MI) WEST FROM ENCINO.
 EP0409'5.2 KM (3.25 MI) WESTERLY ALONG U.S. HIGHWAY 60 FROM THE POST
 EP0409'OFFICE IN ENCINO, 0.8 KM (0.5 MI) WEST OF MILE POST 251, IN THE
 EP0409'CENTER OF A 100 FT HIGHWAY ROCKCUT, 10.8 METERS (35.4 FT) NORTH
 EP0409'OF THE CENTERLINE OF THE HIGHWAY AND 20.4 METERS (67.0 FT) SOUTH
 EP0409'OF A WIRE FENCE.
 EP0409'THE MARK IS 0.4 METERS  E FROM A WITNESS POST.
 EP0409'THE MARK IS 1.2 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS1088 ***********************************************************************
 DS1088  DESIGNATION -  L 406
 DS1088  PID         -  DS1088
 DS1088  STATE/COUNTY-  NM/OTERO
 DS1088  USGS QUAD   -  THREE RIVERS (1981)
 DS1088
 DS1088                         *CURRENT SURVEY CONTROL
 DS1088  ___________________________________________________________________
 DS1088* NAD 83(1986)-  33 21 23.     (N)    106 04 50.     (W)     SCALED    
 DS1088* NAVD 88     -      1402.832  (meters)    4602.46   (feet)  ADJUSTED  
 DS1088  ___________________________________________________________________
 DS1088  GEOID HEIGHT-         -21.69  (meters)                     GEOID03
 DS1088  DYNAMIC HT  -        1400.815 (meters)    4595.84  (feet)  COMP
 DS1088  MODELED GRAV-     979,151.0   (mgal)                       NAVD 88
 DS1088
 DS1088  VERT ORDER  -  FIRST     CLASS II
 DS1088
 DS1088.The horizontal coordinates were scaled from a topographic map and have
 DS1088.an estimated accuracy of +/- 6 seconds.
 DS1088
 DS1088.The orthometric height was determined by differential leveling
 DS1088.and adjusted by the National Geodetic Survey in June 1991..
 DS1088
 DS1088.The geoid height was determined by GEOID03.
 DS1088
 DS1088.The dynamic height is computed by dividing the NAVD 88
 DS1088.geopotential number by the normal gravity value computed on the
 DS1088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS1088.degrees latitude (g = 980.6199 gals.).
 DS1088
 DS1088.The modeled gravity was interpolated from observed gravity values.
 DS1088
 DS1088;                    North         East    Units  Estimated Accuracy
 DS1088;SPC NM C     -   261,290.      515,770.      MT  (+/- 180 meters Scaled)
 DS1088
 DS1088                          SUPERSEDED SURVEY CONTROL
 DS1088
 DS1088.No superseded survey control is available for this station.
 DS1088
 DS1088_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS994913(NAD 83)
 DS1088_MARKER: I = METAL ROD
 DS1088_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DS1088_SP_SET: STAINLESS STEEL ROD
 DS1088_STAMPING: L 406 1980
 DS1088_MARK LOGO: NGS   
 DS1088_PROJECTION: FLUSH
 DS1088_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DS1088_ROD/PIPE-DEPTH: 9.8  meters
 DS1088
 DS1088  HISTORY     - Date     Condition        Report By
 DS1088  HISTORY     - 1980     MONUMENTED       NGS
 DS1088
 DS1088                          STATION DESCRIPTION
 DS1088
 DS1088'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 DS1088'32.8 KM (20.35 MI) NORT FROM TULAROSA.
 DS1088'0.1 KM (0.05 MI) EAST ALONG HIGUERA AVENUE FROM THE POST OFFICE IN
 DS1088'TULAROSA, THENCE 32.7 KM (20.3 MI) NORTHERLY ALONG U.S. HIGHWAY 54,
 DS1088'AND 27.4 METERS (90.0 FT) EAST-SOUTHEAST OF THE CENTERLINE OF THE
 DS1088'HIGHWAY.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 DS1088'THE MARK IS 0.4 METERS  WSW FROM  A WITNESS POST AND FENCE
 DS1088'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0463 ***********************************************************************
 EP0463  DESIGNATION -  L 407
 EP0463  PID         -  EP0463
 EP0463  STATE/COUNTY-  NM/LINCOLN
 EP0463  USGS QUAD   -  ROUGH MOUNTAIN (1995)
 EP0463
 EP0463                         *CURRENT SURVEY CONTROL
 EP0463  ___________________________________________________________________
 EP0463* NAD 83(1986)-  34 09 11.     (N)    105 40 08.     (W)     SCALED    
 EP0463* NAVD 88     -      2071.352  (meters)    6795.76   (feet)  ADJUSTED  
 EP0463  ___________________________________________________________________
 EP0463  GEOID HEIGHT-         -20.01  (meters)                     GEOID03
 EP0463  DYNAMIC HT  -        2068.281 (meters)    6785.69  (feet)  COMP
 EP0463  MODELED GRAV-     979,078.3   (mgal)                       NAVD 88
 EP0463
 EP0463  VERT ORDER  -  FIRST     CLASS II
 EP0463
 EP0463.The horizontal coordinates were scaled from a topographic map and have
 EP0463.an estimated accuracy of +/- 6 seconds.
 EP0463
 EP0463.The orthometric height was determined by differential leveling
 EP0463.and adjusted by the National Geodetic Survey in June 1991..
 EP0463
 EP0463.The geoid height was determined by GEOID03.
 EP0463
 EP0463.The dynamic height is computed by dividing the NAVD 88
 EP0463.geopotential number by the normal gravity value computed on the
 EP0463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EP0463.degrees latitude (g = 980.6199 gals.).
 EP0463
 EP0463.The modeled gravity was interpolated from observed gravity values.
 EP0463
 EP0463;                    North         East    Units  Estimated Accuracy
 EP0463;SPC NM C     -   349,780.      553,580.      MT  (+/- 180 meters Scaled)
 EP0463
 EP0463                          SUPERSEDED SURVEY CONTROL
 EP0463
 EP0463.No superseded survey control is available for this station.
 EP0463
 EP0463_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDT383793(NAD 83)
 EP0463_MARKER: I = METAL ROD
 EP0463_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 EP0463+WITH SETTING: INFORMATION.
 EP0463_SP_SET: SHALLOW SET METAL ROD
 EP0463_STAMPING: L 407 1980
 EP0463_MARK LOGO: NGS   
 EP0463_PROJECTION: FLUSH
 EP0463_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EP0463_ROD/PIPE-DEPTH: 1.5  meters
 EP0463
 EP0463  HISTORY     - Date     Condition        Report By
 EP0463  HISTORY     - 1980     MONUMENTED       NGS
 EP0463
 EP0463                          STATION DESCRIPTION
 EP0463
 EP0463'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 EP0463'14.6 KM (9.05 MI) SOUTH FROM CORONA.
 EP0463'14.6 KM (9.05 MI) SOUTHERLY ALONG U.S. HIGHWAY 54 FROM THE POST
 EP0463'OFFICE IN CORONA, 0.3 KM (0.2 MI) NORTH-NORTHEAST OF MILEPOST 162,
 EP0463'AT A SMALL REST AREA, AT A FIELD ENTRANCE GATE, 38.8 METERS (127.3 FT)
 EP0463'EAST-SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 27.8 METERS
 EP0463'(91.3 FT) NORTH-NORTHEAST OF CIBOLA RM 2 AND 6.8 METERS (22.3 FT)
 EP0463'SOUTH-SOUTHWEST OF THE CENTER OF A FIELD ENTRANCE ROAD.  NOTE=
 EP0463'ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 EP0463'THE MARK IS 0.3 METERS  WNW FROM  A WITNESS POST AND FENCE
 EP0463'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0436 ***********************************************************************
 EP0436  DESIGNATION -  L 408
 EP0436  PID         -  EP0436
 EP0436  STATE/COUNTY-  NM/TORRANCE
 EP0436  USGS QUAD   -  DURAN (1981)
 EP0436
 EP0436                         *CURRENT SURVEY CONTROL
 EP0436  ___________________________________________________________________
 EP0436* NAD 83(1986)-  34 24 42.     (N)    105 27 37.     (W)     SCALED    
 EP0436* NAVD 88     -      1943.043  (meters)    6374.80   (feet)  ADJUSTED  
 EP0436  ___________________________________________________________________
 EP0436  GEOID HEIGHT-         -20.29  (meters)                     GEOID03
 EP0436  DYNAMIC HT  -        1940.230 (meters)    6365.57  (feet)  COMP
 EP0436  MODELED GRAV-     979,117.7   (mgal)                       NAVD 88
 EP0436
 EP0436  VERT ORDER  -  FIRST     CLASS II
 EP0436
 EP0436.The horizontal coordinates were scaled from a topographic map and have
 EP0436.an estimated accuracy of +/- 6 seconds.
 EP0436
 EP0436.The orthometric height was determined by differential leveling
 EP0436.and adjusted by the National Geodetic Survey in June 1991..
 EP0436
 EP0436.The geoid height was determined by GEOID03.
 EP0436
 EP0436.The dynamic height is computed by dividing the NAVD 88
 EP0436.geopotential number by the normal gravity value computed on the
 EP0436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EP0436.degrees latitude (g = 980.6199 gals.).
 EP0436
 EP0436.The modeled gravity was interpolated from observed gravity values.
 EP0436
 EP0436;                    North         East    Units  Estimated Accuracy
 EP0436;SPC NM C     -   378,600.      572,600.      MT  (+/- 180 meters Scaled)
 EP0436
 EP0436                          SUPERSEDED SURVEY CONTROL
 EP0436
 EP0436.No superseded survey control is available for this station.
 EP0436
 EP0436_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDU577078(NAD 83)
 EP0436_MARKER: I = METAL ROD
 EP0436_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EP0436_SP_SET: STAINLESS STEEL ROD
 EP0436_STAMPING: L 408 1980
 EP0436_MARK LOGO: NGS   
 EP0436_PROJECTION: FLUSH
 EP0436_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EP0436_ROD/PIPE-DEPTH: 4.6  meters
 EP0436
 EP0436  HISTORY     - Date     Condition        Report By
 EP0436  HISTORY     - 1980     MONUMENTED       NGS
 EP0436
 EP0436                          STATION DESCRIPTION
 EP0436
 EP0436'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 EP0436'9.0 KM (5.6 MI) SW FROM DURAN.
 EP0436'9.0 KM (5.6 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 54 FROM THE POST
 EP0436'OFFICE IN DURAN, 0.1 KM (0.05 MI) SOUTHWEST OF MILEPOST 185, AND
 EP0436'18.2 METERS (59.6 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY.
 EP0436'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 EP0436'THE MARK IS 0.3 METERS  NW FROM  WITNESS POST AND FENCE
 EP0436'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0632 ***********************************************************************
 EQ0632  DESIGNATION -  L 409
 EQ0632  PID         -  EQ0632
 EQ0632  STATE/COUNTY-  NM/TORRANCE
 EQ0632  USGS QUAD   -  WILLARD (1986)
 EQ0632
 EQ0632                         *CURRENT SURVEY CONTROL
 EQ0632  ___________________________________________________________________
 EQ0632* NAD 83(1986)-  34 35 30.     (N)    106 01 52.     (W)     SCALED    
 EQ0632* NAVD 88     -      1858.261  (meters)    6096.64   (feet)  ADJUSTED  
 EQ0632  ___________________________________________________________________
 EQ0632  GEOID HEIGHT-         -19.73  (meters)                     GEOID03
 EQ0632  DYNAMIC HT  -        1855.635 (meters)    6088.03  (feet)  COMP
 EQ0632  MODELED GRAV-     979,155.7   (mgal)                       NAVD 88
 EQ0632
 EQ0632  VERT ORDER  -  FIRST     CLASS II
 EQ0632
 EQ0632.The horizontal coordinates were scaled from a topographic map and have
 EQ0632.an estimated accuracy of +/- 6 seconds.
 EQ0632
 EQ0632.The orthometric height was determined by differential leveling
 EQ0632.and adjusted by the National Geodetic Survey in June 1991..
 EQ0632
 EQ0632.The geoid height was determined by GEOID03.
 EQ0632
 EQ0632.The dynamic height is computed by dividing the NAVD 88
 EQ0632.geopotential number by the normal gravity value computed on the
 EQ0632.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0632.degrees latitude (g = 980.6199 gals.).
 EQ0632
 EQ0632.The modeled gravity was interpolated from observed gravity values.
 EQ0632
 EQ0632;                    North         East    Units  Estimated Accuracy
 EQ0632;SPC NM C     -   398,300.      520,080.      MT  (+/- 180 meters Scaled)
 EQ0632
 EQ0632                          SUPERSEDED SURVEY CONTROL
 EQ0632
 EQ0632.No superseded survey control is available for this station.
 EQ0632
 EQ0632_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDU054282(NAD 83)
 EQ0632_MARKER: I = METAL ROD
 EQ0632_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EQ0632_SP_SET: STAINLESS STEEL ROD
 EQ0632_STAMPING: L 409 1981
 EQ0632_MARK LOGO: NGS   
 EQ0632_PROJECTION: FLUSH
 EQ0632_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EQ0632_ROD/PIPE-DEPTH: 19.2 meters
 EQ0632
 EQ0632  HISTORY     - Date     Condition        Report By
 EQ0632  HISTORY     - 1981     MONUMENTED       NGS
 EQ0632
 EQ0632                          STATION DESCRIPTION
 EQ0632
 EQ0632'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 EQ0632'IN WILLARD.
 EQ0632'IN WILLARD, 5 POLES NORTHWEST OF THE JUNCTION OF STATE HIGHWAY 42 AND
 EQ0632'THE ATCHISON TOPEKA AND SANTA FE RAILROAD, 14.9 METERS (49.0 FT)
 EQ0632'NORTHWEST OF THE NEAR RAIL, 4.4 METERS (14.5 FT) NORTHEAST OF THE
 EQ0632'CENTER OF A TRACK ROAD ALONG THE RAILROAD, 1.6 METERS (5.2 FT)
 EQ0632'NORTHEAST OF THE UTILITY POLE, NOTE=REFUSAL WAS REACHED AT 63.0 FT.
 EQ0632'NOTE=ACCESS TO THE DATUM POINT IS THOROUGH A 5-INCH LOGO CAP.
 EQ0632'THE MARK IS 0.6 METERS  SE FROM A WITNESS POST.
 EQ0632'THE MARK IS 1.5 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0356 ***********************************************************************
 EQ0356  DESIGNATION -  L 41
 EQ0356  PID         -  EQ0356
 EQ0356  STATE/COUNTY-  NM/SOCORRO
 EQ0356  USGS QUAD   -  TRES MONTOSAS (1995)
 EQ0356
 EQ0356                         *CURRENT SURVEY CONTROL
 EQ0356  ___________________________________________________________________
 EQ0356* NAD 83(1992)-  34 03 50.80209(N)    107 29 16.82885(W)     ADJUSTED  
 EQ0356* NAVD 88     -      2136.166  (meters)    7008.40   (feet)  ADJUSTED  
 EQ0356  ___________________________________________________________________
 EQ0356  LAPLACE CORR-           0.24  (seconds)                    DEFLEC99
 EQ0356  GEOID HEIGHT-         -21.58  (meters)                     GEOID03
 EQ0356  DYNAMIC HT  -        2132.845 (meters)    6997.51  (feet)  COMP
 EQ0356  MODELED GRAV-     979,004.7   (mgal)                       NAVD 88
 EQ0356
 EQ0356  HORZ ORDER  -  SECOND
 EQ0356  VERT ORDER  -  FIRST     CLASS I
 EQ0356
 EQ0356.The horizontal coordinates were established by classical geodetic methods
 EQ0356.and adjusted by the National Geodetic Survey in December 1993..
 EQ0356
 EQ0356.The orthometric height was determined by differential leveling
 EQ0356.and adjusted by the National Geodetic Survey in June 1991..
 EQ0356
 EQ0356.The Laplace correction was computed from DEFLEC99 derived deflections.
 EQ0356
 EQ0356.The geoid height was determined by GEOID03.
 EQ0356
 EQ0356.The dynamic height is computed by dividing the NAVD 88
 EQ0356.geopotential number by the normal gravity value computed on the
 EQ0356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0356.degrees latitude (g = 980.6199 gals.).
 EQ0356
 EQ0356.The modeled gravity was interpolated from observed gravity values.
 EQ0356
 EQ0356;                    North         East     Units Scale Factor Converg.
 EQ0356;SPC NM C     -   340,456.204   385,720.979   MT  1.00006094   -0 41 36.6
 EQ0356;SPC NM C     - 1,116,980.06  1,265,486.25   sFT  1.00006094   -0 41 36.6
 EQ0356;UTM  13      - 3,772,058.081   270,383.512   MT  1.00024998   -1 23 39.1
 EQ0356
 EQ0356!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EQ0356!SPC NM C     -   0.99966816  x   1.00006094  =   0.99972908
 EQ0356!UTM  13      -   0.99966816  x   1.00024998  =   0.99991805
 EQ0356
 EQ0356:                Primary Azimuth Mark                     Grid Az
 EQ0356:SPC NM C     -  M 41 RESET                               090 29 37.3
 EQ0356:UTM  13      -  M 41 RESET                               091 11 39.8
 EQ0356
 EQ0356|---------------------------------------------------------------------|
 EQ0356| PID    Reference Object                     Distance      Geod. Az  |
 EQ0356|                                                           dddmmss.s |
 EQ0356| EQ0358 M 41 RESET                          APPROX. 3.2 KM 0894800.7 |
 EQ0356|---------------------------------------------------------------------|
 EQ0356
 EQ0356                          SUPERSEDED SURVEY CONTROL
 EQ0356
 EQ0356  NAD 83(1986)-  34 03 50.80504(N)    107 29 16.82812(W) AD(       ) 2
 EQ0356  NAD 27      -  34 03 50.57930(N)    107 29 14.68958(W) AD(       ) 2
 EQ0356  NGVD 29 (??/??/92) 2135.226  (m)         7005.32   (f) ADJ UNCH    1 1
 EQ0356
 EQ0356.Superseded values are not recommended for survey control.
 EQ0356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0356.See file dsdata.txt to determine how the superseded data were derived.
 EQ0356
 EQ0356_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBT7038472058(NAD 83)
 EQ0356_MARKER: DB = BENCH MARK DISK
 EQ0356_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EQ0356_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EQ0356_STAMPING: L 41 1934
 EQ0356_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EQ0356+STABILITY: SURFACE MOTION
 EQ0356
 EQ0356  HISTORY     - Date     Condition        Report By
 EQ0356  HISTORY     - 1945     MONUMENTED       CGS
 EQ0356  HISTORY     - 1948     GOOD             NGS
 EQ0356  HISTORY     - 1978     GOOD             NGS
 EQ0356
 EQ0356                          STATION DESCRIPTION
 EQ0356
 EQ0356'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 EQ0356'AZIMUTH MARK IS LOCATED 2-1/2 MILES SW OF THE STATION, 83
 EQ0356'FEET S OF THE CENTER OF U.S. HIGHWAY 60, AND 2 FEET NE OF A
 EQ0356'4-INCH SQUARE WHITE WITNESS POST.  IT IS 1.6 MILES W OF THE PLACE
 EQ0356'WHERE ONE TURNS OFF OF U.S. HIGHWAY 60 ONTO A GRADED ROAD
 EQ0356'WHEN GOING TO THE STATION.  IT IS MARKED BY A BRONZE BENCH MARK
 EQ0356'DISK STAMPED L41 1934 AND SET IN THE TOP OF A SQUARE CONCRETE
 EQ0356'POST WHICH PROJECTS 6 INCHES ABOVE THE GROUND.
 EQ0356
 EQ0356                          STATION RECOVERY (1948)
 EQ0356
 EQ0356'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1948
 EQ0356'14.9 MI W FROM MAGDALENA.
 EQ0356'LOCATED 14.9 MILES WEST OF MAGDALENA, 83 FEET SOUTH OF CENTERLINE OF
 EQ0356'U. S. HIGHWAY 60, 2 FEET NORTHEAST OF A WHITE WITNESS POST, A BRONZE
 EQ0356'BENCH MARK DISK, STAMPED L 41 1934 AND SET IN THE TOP OF A CONCRETE
 EQ0356'POST WHICH PROJECTS 6 INCHES.
 EQ0356
 EQ0356                          STATION RECOVERY (1978)
 EQ0356
 EQ0356'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 EQ0356'ABOUT 11.6 MILES WEST ALONG U.S. HIGHWAY 60 FROM THE POST OFFICE IN
 EQ0356'MAGDALENA, THENCE 0.75 MILE SOUTHWEST ALONG STATE HIGHWAY 52, AND
 EQ0356'THENCE 1.85 MILES WEST ALONG A GRAVEL ROAD, 83 FEET SOUTH OF THE
 EQ0356'CENTER OF THE GRAVEL ROAD, AND 117 FEET WEST OF A POWER POLE ON THE
 EQ0356'NORTHERLY LINE OF POWER POLES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0653 ***********************************************************************
 CW0653  DESIGNATION -  L 410
 CW0653  PID         -  CW0653
 CW0653  STATE/COUNTY-  NM/OTERO
 CW0653  USGS QUAD   -  ALAMOGORDO SOUTH (1981)
 CW0653
 CW0653                         *CURRENT SURVEY CONTROL
 CW0653  ___________________________________________________________________
 CW0653* NAD 83(1986)-  32 45 10.     (N)    105 59 08.     (W)     SCALED    
 CW0653* NAVD 88     -      1231.073  (meters)    4038.95   (feet)  ADJUSTED  
 CW0653  ___________________________________________________________________
 CW0653  GEOID HEIGHT-         -22.49  (meters)                     GEOID03
 CW0653  DYNAMIC HT  -        1229.251 (meters)    4032.97  (feet)  COMP
 CW0653  MODELED GRAV-     979,116.2   (mgal)                       NAVD 88
 CW0653
 CW0653  VERT ORDER  -  FIRST     CLASS II
 CW0653
 CW0653.The horizontal coordinates were scaled from a topographic map and have
 CW0653.an estimated accuracy of +/- 6 seconds.
 CW0653
 CW0653.The orthometric height was determined by differential leveling
 CW0653.and adjusted by the National Geodetic Survey in June 1991..
 CW0653
 CW0653.The geoid height was determined by GEOID03.
 CW0653
 CW0653.The dynamic height is computed by dividing the NAVD 88
 CW0653.geopotential number by the normal gravity value computed on the
 CW0653.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0653.degrees latitude (g = 980.6199 gals.).
 CW0653
 CW0653.The modeled gravity was interpolated from observed gravity values.
 CW0653
 CW0653;                    North         East    Units  Estimated Accuracy
 CW0653;SPC NM C     -   194,370.      524,780.      MT  (+/- 180 meters Scaled)
 CW0653
 CW0653                          SUPERSEDED SURVEY CONTROL
 CW0653
 CW0653.No superseded survey control is available for this station.
 CW0653
 CW0653_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDS076243(NAD 83)
 CW0653_MARKER: I = METAL ROD
 CW0653_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CW0653_SP_SET: STAINLESS STEEL ROD
 CW0653_STAMPING: L 410 1980
 CW0653_MARK LOGO: NGS   
 CW0653_PROJECTION: FLUSH
 CW0653_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CW0653_ROD/PIPE-DEPTH: 7.3  meters
 CW0653
 CW0653  HISTORY     - Date     Condition        Report By
 CW0653  HISTORY     - 1980     MONUMENTED       NGS
 CW0653
 CW0653                          STATION DESCRIPTION
 CW0653
 CW0653'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 CW0653'16.3 KM (10.1 MI) SOUTH FROM ALAMOGORDO.
 CW0653'16.3 KM (10.1 MI) SOUTHERLY ALONG THE SOUTHERN PACIFIC RAILROAD FROM
 CW0653'THE STATION IN ALAMOGORDO, 15 POLES SOUTH OF MILE POST 1373,
 CW0653'59.3 METERS (194.5 FT ) EAST-SOUTHEAST OF THE CENTERLINE
 CW0653'OF U.S. HIGHWAY 54, 17.5 METERS (57.5 FT) WEST-NORTHWEST OF
 CW0653'THE NEAR RAIL AND 1.1 METERS (3.7 FT) SOUTH-SOUTHWEST OF
 CW0653'UTILITY POLE NUMBER 10F.  NOTE=ACCESS TO THE DATUM
 CW0653'POINT IS THROUGH A 5-INCH LOGO CAP.
 CW0653'THE MARK IS 0.4 METERS  SSW FROM A WITNESS POST.
 CW0653'THE MARK IS 0.6 M BELOW THE RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1325 ***********************************************************************
 CX1325  DESIGNATION -  L 411
 CX1325  PID         -  CX1325
 CX1325  STATE/COUNTY-  NM/DONA ANA
 CX1325  USGS QUAD   -  ANTHONY (1955)
 CX1325
 CX1325                         *CURRENT SURVEY CONTROL
 CX1325  ___________________________________________________________________
 CX1325* NAD 83(1986)-  32 01 29.     (N)    106 36 57.     (W)     SCALED    
 CX1325* NAVD 88     -      1157.143  (meters)    3796.39   (feet)  ADJUSTED  
 CX1325  ___________________________________________________________________
 CX1325  GEOID HEIGHT-         -23.93  (meters)                     GEOID03
 CX1325  DYNAMIC HT  -        1155.430 (meters)    3790.77  (feet)  COMP
 CX1325  MODELED GRAV-     979,119.1   (mgal)                       NAVD 88
 CX1325
 CX1325  VERT ORDER  -  FIRST     CLASS II
 CX1325
 CX1325.The horizontal coordinates were scaled from a topographic map and have
 CX1325.an estimated accuracy of +/- 6 seconds.
 CX1325
 CX1325.The orthometric height was determined by differential leveling
 CX1325.and adjusted by the National Geodetic Survey in June 1991..
 CX1325
 CX1325.The geoid height was determined by GEOID03.
 CX1325
 CX1325.The dynamic height is computed by dividing the NAVD 88
 CX1325.geopotential number by the normal gravity value computed on the
 CX1325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX1325.degrees latitude (g = 980.6199 gals.).
 CX1325
 CX1325.The modeled gravity was interpolated from observed gravity values.
 CX1325
 CX1325;                    North         East    Units  Estimated Accuracy
 CX1325;SPC NM C     -   113,670.      465,440.      MT  (+/- 180 meters Scaled)
 CX1325
 CX1325                          SUPERSEDED SURVEY CONTROL
 CX1325
 CX1325.No superseded survey control is available for this station.
 CX1325
 CX1325_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR474443(NAD 83)
 CX1325_MARKER: I = METAL ROD
 CX1325_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 CX1325_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 CX1325_STAMPING: L 411 1981
 CX1325_MARK LOGO: NGS   
 CX1325_PROJECTION: FLUSH
 CX1325_MAGNETIC: I = MARKER IS A STEEL ROD
 CX1325_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CX1325+STABILITY: POSITION/ELEVATION WELL
 CX1325_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CX1325+SATELLITE: SATELLITE OBSERVATIONS - April 18, 1994
 CX1325_ROD/PIPE-DEPTH: 15.2 meters
 CX1325_SLEEVE-DEPTH  : 8.5 meters
 CX1325
 CX1325  HISTORY     - Date     Condition        Report By
 CX1325  HISTORY     - 1981     MONUMENTED       NGS
 CX1325  HISTORY     - 19940418 GOOD             NGS
 CX1325
 CX1325                          STATION DESCRIPTION
 CX1325
 CX1325'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CX1325'2.9 KM (1.8 MI) NW FROM ANTHONY.
 CX1325'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 CX1325'0.3 KM (0.2 MI) NORTHERLY ALONG STATE HIGHWAY 20 FROM THE CITY HALL
 CX1325'IN ANTHONY, TEXAS, THENCE 2.6 KM (1.6 MI) NORTHWEST ALONG STATE
 CX1325'HIGHWAY 478, AT THE JUNCTION OF STATE HIGHWAY 404, 22.9 METERS
 CX1325'(75.0 FT) WEST-SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 14.9
 CX1325'METERS (49.0 FT) NORTH OF THE CENTERLINE OF HIGHWAY 404, 12.1 METERS
 CX1325'(39.8 FT) EAST-NORTHEAST OF THE NEAR RAIL OF THE ATCHISON, TOPEKA
 CX1325'AND SANTA FE RAILROAD AND 2.2 METERS (7.2 FT) SOUTH-SOUTHEAST OF
 CX1325'A UTILITY POLE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 CX1325'LOGO CAP.
 CX1325'THE MARK IS 0.5 METERS  NE FROM A WITNESS POST.
 CX1325
 CX1325                          STATION RECOVERY (1994)
 CX1325
 CX1325'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 CX1325'11.1 KM (6.90 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 478 FROM THE
 CX1325'JUNCTION OF STATE HIGHWAY 189 IN VADO, 22.5 M (73.8 FT) SOUTHWEST OF
 CX1325'THE HIGHWAY CENTERLINE, 15.0 M (49.2 FT) NORTH OF THE CENTER OF A
 CX1325'PAVED ROAD, 12.1 M (39.7 FT) NORTHEAST OF THE NEAR RAIL OF THE SANTA
 CX1325'FE RAILROAD, 11.0 M (36.1 FT) NORTHEAST OF A RAILROAD CROSSING
 CX1325'SIGNAL, 0.5 M (1.6 FT) NORTHEAST OF A WITNESS POST, AND 0.4 M
 CX1325'(1.3 FT) ABOVE THE LEVEL OF THE HIGHWAY. NOTE--ACCESS TO THE DATUM
 CX1325'POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1352 ***********************************************************************
 CX1352  DESIGNATION -  L 412
 CX1352  PID         -  CX1352
 CX1352  STATE/COUNTY-  NM/DONA ANA
 CX1352  USGS QUAD   -  DONA ANA (1978)
 CX1352
 CX1352                         *CURRENT SURVEY CONTROL
 CX1352  ___________________________________________________________________
 CX1352* NAD 83(1986)-  32 23 00.     (N)    106 49 26.     (W)     SCALED    
 CX1352* NAVD 88     -      1195.124  (meters)    3921.00   (feet)  ADJUSTED  
 CX1352  ___________________________________________________________________
 CX1352  GEOID HEIGHT-         -23.89  (meters)                     GEOID03
 CX1352  DYNAMIC HT  -        1193.356 (meters)    3915.20  (feet)  COMP
 CX1352  MODELED GRAV-     979,118.4   (mgal)                       NAVD 88
 CX1352
 CX1352  VERT ORDER  -  FIRST     CLASS II
 CX1352
 CX1352.The horizontal coordinates were scaled from a topographic map and have
 CX1352.an estimated accuracy of +/- 6 seconds.
 CX1352
 CX1352.The orthometric height was determined by differential leveling
 CX1352.and adjusted by the National Geodetic Survey in June 1991..
 CX1352
 CX1352.The geoid height was determined by GEOID03.
 CX1352
 CX1352.The dynamic height is computed by dividing the NAVD 88
 CX1352.geopotential number by the normal gravity value computed on the
 CX1352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX1352.degrees latitude (g = 980.6199 gals.).
 CX1352
 CX1352.The modeled gravity was interpolated from observed gravity values.
 CX1352
 CX1352;                    North         East    Units  Estimated Accuracy
 CX1352;SPC NM C     -   153,520.      446,000.      MT  (+/- 180 meters Scaled)
 CX1352
 CX1352                          SUPERSEDED SURVEY CONTROL
 CX1352
 CX1352.No superseded survey control is available for this station.
 CX1352
 CX1352_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR284843(NAD 83)
 CX1352_MARKER: I = METAL ROD
 CX1352_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CX1352_SP_SET: STAINLESS STEEL ROD
 CX1352_STAMPING: L 412 1981
 CX1352_MARK LOGO: NGS   
 CX1352_PROJECTION: FLUSH
 CX1352_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CX1352_ROD/PIPE-DEPTH: 20.7 meters
 CX1352
 CX1352  HISTORY     - Date     Condition        Report By
 CX1352  HISTORY     - 1981     MONUMENTED       NGS
 CX1352
 CX1352                          STATION DESCRIPTION
 CX1352
 CX1352'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CX1352'1.4 KM (0.9 MI) SW FROM DONA ANA.
 CX1352'1.2 KM (0.75 MI) SOUTHWEST ALONG COUNTY ROAD 320 FROM THE POST
 CX1352'OFFICE IN DONA ANA, THENCE 0.2 KM (0.15 MI) SOUTHEAST ALONG COUNTY
 CX1352'ROAD 28, AT A ROAD LEADING NORTHEAST, AT A FENCED IN TELEPHONE RELAY
 CX1352'STATION, 6.8 METERS (22.3 FT) SOUTH-SOUTHEAST OF THE SOUTHWEST
 CX1352'CORNER OF A CHAIN LINK FENCE, 5.8 METERS (19.0 FT) NORTHEAST OF THE
 CX1352'CENTERLINE OF THE ROAD, AND 4.3 METERS (14.0 FT) NORTHWEST OF THE
 CX1352'CENTER OF THE SIDE ROAD AND 0.6 METER (2.0 FT) NORTHEAST OF A
 CX1352'UTILITY POLE NUMBER 9 H H-1.  NOTE=ACCESS TO THE DATUM POINT IS
 CX1352'THROUGH A 5-INCH LOGO CAP.
 CX1352'THE MARK IS 0.4 METERS  NW FROM A WITNESS POST.
 CX1352'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1362 ***********************************************************************
 CX1362  DESIGNATION -  L 413
 CX1362  PID         -  CX1362
 CX1362  STATE/COUNTY-  NM/DONA ANA
 CX1362  USGS QUAD   -  SELDEN CANYON (1982)
 CX1362
 CX1362                         *CURRENT SURVEY CONTROL
 CX1362  ___________________________________________________________________
 CX1362* NAD 83(1986)-  32 30 40.     (N)    106 57 22.     (W)     SCALED    
 CX1362* NAVD 88     -      1212.464  (meters)    3977.89   (feet)  ADJUSTED  
 CX1362  ___________________________________________________________________
 CX1362  GEOID HEIGHT-         -23.79  (meters)                     GEOID03
 CX1362  DYNAMIC HT  -        1210.687 (meters)    3972.06  (feet)  COMP
 CX1362  MODELED GRAV-     979,131.8   (mgal)                       NAVD 88
 CX1362
 CX1362  VERT ORDER  -  FIRST     CLASS II
 CX1362
 CX1362.The horizontal coordinates were scaled from a topographic map and have
 CX1362.an estimated accuracy of +/- 6 seconds.
 CX1362
 CX1362.The orthometric height was determined by differential leveling
 CX1362.and adjusted by the National Geodetic Survey in June 1991..
 CX1362
 CX1362.The geoid height was determined by GEOID03.
 CX1362
 CX1362.The dynamic height is computed by dividing the NAVD 88
 CX1362.geopotential number by the normal gravity value computed on the
 CX1362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX1362.degrees latitude (g = 980.6199 gals.).
 CX1362
 CX1362.The modeled gravity was interpolated from observed gravity values.
 CX1362
 CX1362;                    North         East    Units  Estimated Accuracy
 CX1362;SPC NM C     -   167,760.      433,660.      MT  (+/- 180 meters Scaled)
 CX1362
 CX1362                          SUPERSEDED SURVEY CONTROL
 CX1362
 CX1362.No superseded survey control is available for this station.
 CX1362
 CX1362_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR162987(NAD 83)
 CX1362_MARKER: I = METAL ROD
 CX1362_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CX1362_SP_SET: STAINLESS STEEL ROD
 CX1362_STAMPING: L 413 1981
 CX1362_MARK LOGO: NGS   
 CX1362_PROJECTION: FLUSH
 CX1362_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CX1362_ROD/PIPE-DEPTH: 6.1  meters
 CX1362
 CX1362  HISTORY     - Date     Condition        Report By
 CX1362  HISTORY     - 1981     MONUMENTED       NGS
 CX1362
 CX1362                          STATION DESCRIPTION
 CX1362
 CX1362'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CX1362'22.1 KM (13.75 MI) NW FROM DONA ANA.
 CX1362'1.2 KM (0.75 MI) SOUTHWEST ALONG COUNTY ROAD 320 FROM THE POST
 CX1362'OFFICE IN DONA ANA, THENCE 15.4 KM (9.6 MI) NORTHWEST ALONG A COUNTY
 CX1362'ROAD 28, THENCE 5.5 KM (3.4 MI) NORTHWEST ALONG U.S. HIGHWAY 85,
 CX1362'24.1 METERS (79.0 FT) EAST AND ACROSS THE HIGHWAY FROM THE CENTER
 CX1362'OF A DRIVEWAY, 15.0 METERS (49.2 FT) EAST OF THE CENTERLINE OF THE
 CX1362'HIGHWAY AND 10.1 METERS (33.2 FT) WEST OF A UTILITY POLE.  NOTE=
 CX1362'ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CX1362'THE MARK IS 0.4 METERS  SE FROM A WITNESS POST.
 CX1362'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0671 ***********************************************************************
 CW0671  DESIGNATION -  L 414
 CW0671  PID         -  CW0671
 CW0671  STATE/COUNTY-  NM/EDDY
 CW0671  USGS QUAD   -  MALAGA (1985)
 CW0671
 CW0671                         *CURRENT SURVEY CONTROL
 CW0671  ___________________________________________________________________
 CW0671* NAD 83(1986)-  32 08 14.     (N)    104 04 24.     (W)     SCALED    
 CW0671* NAVD 88     -       892.007  (meters)    2926.53   (feet)  ADJUSTED  
 CW0671  ___________________________________________________________________
 CW0671  GEOID HEIGHT-         -25.35  (meters)                     GEOID03
 CW0671  DYNAMIC HT  -         890.706 (meters)    2922.26  (feet)  COMP
 CW0671  MODELED GRAV-     979,151.3   (mgal)                       NAVD 88
 CW0671
 CW0671  VERT ORDER  -  FIRST     CLASS II
 CW0671
 CW0671.The horizontal coordinates were scaled from a topographic map and have
 CW0671.an estimated accuracy of +/- 6 seconds.
 CW0671
 CW0671.The orthometric height was determined by differential leveling
 CW0671.and adjusted by the National Geodetic Survey in June 1991..
 CW0671
 CW0671.The geoid height was determined by GEOID03.
 CW0671
 CW0671.The dynamic height is computed by dividing the NAVD 88
 CW0671.geopotential number by the normal gravity value computed on the
 CW0671.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0671.degrees latitude (g = 980.6199 gals.).
 CW0671
 CW0671.The modeled gravity was interpolated from observed gravity values.
 CW0671
 CW0671;                    North         East    Units  Estimated Accuracy
 CW0671;SPC NM E     -   126,110.      189,530.      MT  (+/- 180 meters Scaled)
 CW0671
 CW0671                          SUPERSEDED SURVEY CONTROL
 CW0671
 CW0671.No superseded survey control is available for this station.
 CW0671
 CW0671_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SER874560(NAD 83)
 CW0671_MARKER: I = METAL ROD
 CW0671_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CW0671+WITH SETTING: INFORMATION.
 CW0671_SP_SET: SHALLOW SET METAL ROD
 CW0671_STAMPING: L 414 1981
 CW0671_MARK LOGO: NGS   
 CW0671_PROJECTION: FLUSH
 CW0671_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CW0671_ROD/PIPE-DEPTH: 2.1  meters
 CW0671
 CW0671  HISTORY     - Date     Condition        Report By
 CW0671  HISTORY     - 1981     MONUMENTED       NGS
 CW0671
 CW0671                          STATION DESCRIPTION
 CW0671
 CW0671'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CW0671'9.9 KM (6.15 MI) SOUTH FROM MALAGA.
 CW0671'9.9 KM (6.15 MI) SOUTHERLY ALONG U.S. HIGHWAY 285 FROM THE POST
 CW0671'OFFICE IN MALAGA, 0.3 KM (0.2 MI) SOUTH OF A CONCRETE HIGHWAY BRIDGE,
 CW0671'0.2 KM (0.1 MI) NORTH OF MILE POST 10, 30.2 METERS (99.2 FT) EAST
 CW0671'OF THE CENTERLINE OF THE HIGHWAY, AND 8.0 METERS (26.4 FT) NORTH
 CW0671'OF A UTILITY POLE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A
 CW0671'5-INCH LOGO CAP.  REFUSAL WAS REACHED AT 7.0 FT.
 CW0671'THE MARK IS 0.4 METERS  W FROM  A WITNESS POST AND FENCE
 CW0671'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0699 ***********************************************************************
 CW0699  DESIGNATION -  L 415
 CW0699  PID         -  CW0699
 CW0699  STATE/COUNTY-  NM/EDDY
 CW0699  USGS QUAD   -  CARLSBAD WEST   C (1985)
 CW0699
 CW0699                         *CURRENT SURVEY CONTROL
 CW0699  ___________________________________________________________________
 CW0699* NAD 83(1986)-  32 29 28.     (N)    104 20 48.     (W)     SCALED    
 CW0699* NAVD 88     -      1009.507  (meters)    3312.02   (feet)  ADJUSTED  
 CW0699  ___________________________________________________________________
 CW0699  GEOID HEIGHT-         -23.78  (meters)                     GEOID03
 CW0699  DYNAMIC HT  -        1008.078 (meters)    3307.34  (feet)  COMP
 CW0699  MODELED GRAV-     979,188.9   (mgal)                       NAVD 88
 CW0699
 CW0699  VERT ORDER  -  FIRST     CLASS II
 CW0699
 CW0699.The horizontal coordinates were scaled from a topographic map and have
 CW0699.an estimated accuracy of +/- 6 seconds.
 CW0699
 CW0699.The orthometric height was determined by differential leveling
 CW0699.and adjusted by the National Geodetic Survey in June 1991..
 CW0699
 CW0699.The geoid height was determined by GEOID03.
 CW0699
 CW0699.The dynamic height is computed by dividing the NAVD 88
 CW0699.geopotential number by the normal gravity value computed on the
 CW0699.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0699.degrees latitude (g = 980.6199 gals.).
 CW0699
 CW0699.The modeled gravity was interpolated from observed gravity values.
 CW0699
 CW0699;                    North         East    Units  Estimated Accuracy
 CW0699;SPC NM E     -   165,320.      163,750.      MT  (+/- 180 meters Scaled)
 CW0699
 CW0699                          SUPERSEDED SURVEY CONTROL
 CW0699
 CW0699.No superseded survey control is available for this station.
 CW0699
 CW0699_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SER613950(NAD 83)
 CW0699_MARKER: DB = BENCH MARK DISK
 CW0699_SETTING: 66 = SET IN ROCK OUTCROP
 CW0699_SP_SET: ROCK OUTCROP
 CW0699_STAMPING: L 415 1982
 CW0699_MARK LOGO: NGS   
 CW0699_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CW0699
 CW0699  HISTORY     - Date     Condition        Report By
 CW0699  HISTORY     - 1982     MONUMENTED       NGS
 CW0699
 CW0699                          STATION DESCRIPTION
 CW0699
 CW0699'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CW0699'15.3 KM (9.5 MI) NW FROM CARLSBAD.
 CW0699'15.3 KM (9.5 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 285 FROM ITS
 CW0699'JUNCTION WITH U.S. HIGHWAY 180 AND 62 IN CARLSBAD, 0.3 KM (0.2 MI)
 CW0699'SOUTHEAST OF MILEPOST 43, 0.1 KM (0.05 MI) SOUTHEAST OF THE JUNCTION
 CW0699'OF A ROAD LEADING SOUTH, 12.7 METERS (41.7 FT) SOUTH OF A FENCE AND
 CW0699'9.6 METERS (31.5 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY.
 CW0699'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 CW0699'THE MARK IS 0.9 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0754 ***********************************************************************
 DR0754  DESIGNATION -  L 416
 DR0754  PID         -  DR0754
 DR0754  STATE/COUNTY-  NM/CHAVES
 DR0754  USGS QUAD   -  SOUTH SPRING (1975)
 DR0754
 DR0754                         *CURRENT SURVEY CONTROL
 DR0754  ___________________________________________________________________
 DR0754* NAD 83(1986)-  33 15 40.     (N)    104 25 07.     (W)     SCALED    
 DR0754* NAVD 88     -      1080.176  (meters)    3543.88   (feet)  ADJUSTED  
 DR0754  ___________________________________________________________________
 DR0754  GEOID HEIGHT-         -23.25  (meters)                     GEOID03
 DR0754  DYNAMIC HT  -        1078.689 (meters)    3539.00  (feet)  COMP
 DR0754  MODELED GRAV-     979,224.8   (mgal)                       NAVD 88
 DR0754
 DR0754  VERT ORDER  -  FIRST     CLASS II
 DR0754
 DR0754.The horizontal coordinates were scaled from a topographic map and have
 DR0754.an estimated accuracy of +/- 6 seconds.
 DR0754
 DR0754.The orthometric height was determined by differential leveling
 DR0754.and adjusted by the National Geodetic Survey in June 1991..
 DR0754
 DR0754.The geoid height was determined by GEOID03.
 DR0754
 DR0754.The dynamic height is computed by dividing the NAVD 88
 DR0754.geopotential number by the normal gravity value computed on the
 DR0754.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0754.degrees latitude (g = 980.6199 gals.).
 DR0754
 DR0754.The modeled gravity was interpolated from observed gravity values.
 DR0754
 DR0754;                    North         East    Units  Estimated Accuracy
 DR0754;SPC NM E     -   250,710.      157,060.      MT  (+/- 180 meters Scaled)
 DR0754
 DR0754                          SUPERSEDED SURVEY CONTROL
 DR0754
 DR0754.No superseded survey control is available for this station.
 DR0754
 DR0754_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES541803(NAD 83)
 DR0754_MARKER: I = METAL ROD
 DR0754_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DR0754_SP_SET: STAINLESS STEEL ROD
 DR0754_STAMPING: L 416 1982
 DR0754_MARK LOGO: NGS   
 DR0754_PROJECTION: FLUSH
 DR0754_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR0754_ROD/PIPE-DEPTH: 5.5  meters
 DR0754
 DR0754  HISTORY     - Date     Condition        Report By
 DR0754  HISTORY     - 1982     MONUMENTED       NGS
 DR0754
 DR0754                          STATION DESCRIPTION
 DR0754
 DR0754'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 DR0754'17.9 KM (11.1 MI) SOUTH FROM ROSWELL.
 DR0754'17.9 KM (11.1 MI) SOUTHERLY ALONG THE SANTA FE RAILROAD FROM THE
 DR0754'RAILROAD STATION IN ROSWELL, 0.2 KM (0.1 MI) SOUTH OF HIGHWAY MILEPOST
 DR0754'29, 21.7 METERS (71.2 FT) EAST OF MILEPOST 119, 19.5 METERS (64.0 FT)
 DR0754'WEST OF UTILITY POLE NUMBER 6, 9.4 METERS (30.8 FT) SOUTHWEST OF THE
 DR0754'CENTER OF A GRAVELED ROAD, 7.0 METERS (23.0 FT) NORTHEAST OF THE NEAR
 DR0754'RAIL AND 1.4 METERS (4.6 FT) NORTHWEST OF A UTILITY POLE.  NOTE=ACCESS
 DR0754'TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 DR0754'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 DR0754'THE MARK IS 0.3 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0617 ***********************************************************************
 CW0617  DESIGNATION -  L 417
 CW0617  PID         -  CW0617
 CW0617  STATE/COUNTY-  NM/EDDY
 CW0617  USGS QUAD   -  ILLINOIS CAMP SE (1985)
 CW0617
 CW0617                         *CURRENT SURVEY CONTROL
 CW0617  ___________________________________________________________________
 CW0617* NAD 83(1986)-  32 30 30.     (N)    104 04 38.     (W)     SCALED    
 CW0617* NAVD 88     -       997.972  (meters)    3274.18   (feet)  ADJUSTED  
 CW0617  ___________________________________________________________________
 CW0617  GEOID HEIGHT-         -24.07  (meters)                     GEOID03
 CW0617  DYNAMIC HT  -         996.556 (meters)    3269.53  (feet)  COMP
 CW0617  MODELED GRAV-     979,186.2   (mgal)                       NAVD 88
 CW0617
 CW0617  VERT ORDER  -  FIRST     CLASS I
 CW0617
 CW0617.The horizontal coordinates were scaled from a topographic map and have
 CW0617.an estimated accuracy of +/- 6 seconds.
 CW0617
 CW0617.The orthometric height was determined by differential leveling
 CW0617.and adjusted by the National Geodetic Survey in June 1991..
 CW0617
 CW0617.The geoid height was determined by GEOID03.
 CW0617
 CW0617.The dynamic height is computed by dividing the NAVD 88
 CW0617.geopotential number by the normal gravity value computed on the
 CW0617.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0617.degrees latitude (g = 980.6199 gals.).
 CW0617
 CW0617.The modeled gravity was interpolated from observed gravity values.
 CW0617
 CW0617;                    North         East    Units  Estimated Accuracy
 CW0617;SPC NM E     -   167,260.      189,060.      MT  (+/- 180 meters Scaled)
 CW0617
 CW0617                          SUPERSEDED SURVEY CONTROL
 CW0617
 CW0617  NGVD 29 (??/??/92)  997.488  (m)         3272.59   (f) ADJ UNCH    1 1
 CW0617
 CW0617.Superseded values are not recommended for survey control.
 CW0617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0617.See file dsdata.txt to determine how the superseded data were derived.
 CW0617
 CW0617_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SER866971(NAD 83)
 CW0617_MARKER: I = METAL ROD
 CW0617_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CW0617_SP_SET: STAINLESS STEEL ROD
 CW0617_STAMPING: L 417 1981
 CW0617_MARK LOGO: NGS   
 CW0617_PROJECTION: FLUSH
 CW0617_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CW0617_ROD/PIPE-DEPTH: 5.5  meters
 CW0617
 CW0617  HISTORY     - Date     Condition        Report By
 CW0617  HISTORY     - 1981     MONUMENTED       NGS
 CW0617
 CW0617                          STATION DESCRIPTION
 CW0617
 CW0617'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CW0617'17.1 KM (10.6 MI) NE FROM CARLSBAD.
 CW0617'17.1 KM (10.6 MI) NORTHEAST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE
 CW0617'EAST END OF THE BATAAN BRIDGE OVER THE PECOS RIVER IN CARLSBAD, 0.8 KM
 CW0617'(0.5 MI) WEST OF MILEPOST 47 AND 21.9 METERS (72.0 FT) NORTHWEST OF
 CW0617'THE CENTERLINE OF THE WEST BOUND LANES OF THE HIGHWAY. NOTE=REFUSAL
 CW0617'WAS REACHED AT 5.5 METERS (18.0 FT). NOTE=ACCESS TO THE DATUM POINT IS
 CW0617'THROUGH A 5-INCH LOGO CAP.
 CW0617'THE MARK IS 0.4 METERS  SE FROM  A WITNESS POST AND FENCE
 CW0617'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0498 ***********************************************************************
 EO0498  DESIGNATION -  L 418
 EO0498  PID         -  EO0498
 EO0498  STATE/COUNTY-  NM/ROOSEVELT
 EO0498  USGS QUAD   -  PORTALES (1985)
 EO0498
 EO0498                         *CURRENT SURVEY CONTROL
 EO0498  ___________________________________________________________________
 EO0498* NAD 83(1986)-  34 09 56.     (N)    103 22 12.     (W)     SCALED    
 EO0498* NAVD 88     -      1220.764  (meters)    4005.12   (feet)  ADJUSTED  
 EO0498  ___________________________________________________________________
 EO0498  GEOID HEIGHT-         -22.85  (meters)                     GEOID03
 EO0498  DYNAMIC HT  -        1219.191 (meters)    3999.96  (feet)  COMP
 EO0498  MODELED GRAV-     979,304.5   (mgal)                       NAVD 88
 EO0498
 EO0498  VERT ORDER  -  FIRST     CLASS II
 EO0498
 EO0498.The horizontal coordinates were scaled from a topographic map and have
 EO0498.an estimated accuracy of +/- 6 seconds.
 EO0498
 EO0498.The orthometric height was determined by differential leveling
 EO0498.and adjusted by the National Geodetic Survey in June 1991..
 EO0498
 EO0498.The geoid height was determined by GEOID03.
 EO0498
 EO0498.The dynamic height is computed by dividing the NAVD 88
 EO0498.geopotential number by the normal gravity value computed on the
 EO0498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0498.degrees latitude (g = 980.6199 gals.).
 EO0498
 EO0498.The modeled gravity was interpolated from observed gravity values.
 EO0498
 EO0498;                    North         East    Units  Estimated Accuracy
 EO0498;SPC NM E     -   351,440.      253,820.      MT  (+/- 180 meters Scaled)
 EO0498
 EO0498                          SUPERSEDED SURVEY CONTROL
 EO0498
 EO0498.No superseded survey control is available for this station.
 EO0498
 EO0498_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFT502817(NAD 83)
 EO0498_MARKER: I = METAL ROD
 EO0498_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 EO0498_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 EO0498_STAMPING: L 418 1982
 EO0498_MARK LOGO: NGS   
 EO0498_PROJECTION: FLUSH
 EO0498_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EO0498+STABILITY: POSITION/ELEVATION WELL
 EO0498_ROD/PIPE-DEPTH: 12.2 meters
 EO0498_SLEEVE-DEPTH  : 9.1 meters
 EO0498
 EO0498  HISTORY     - Date     Condition        Report By
 EO0498  HISTORY     - 1982     MONUMENTED       NGS
 EO0498
 EO0498                          STATION DESCRIPTION
 EO0498
 EO0498'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 EO0498'3.9 KM (2.4 MI) SW FROM PORTALES.
 EO0498'3.9 KM (2.4 MI) SOUTHWESTERLY ALONG THE SANTA FE RAILROAD FROM THE
 EO0498'RAILROAD STATION IN PORTALES, 1.0 KM (0.6 MI) SOUTHWEST OF THE
 EO0498'JUNCTION OF A ROAD LEADING WEST, 78.6 METERS (257.9 FT) NORTHEAST OF
 EO0498'MILEPOST 20, 20.0 METERS (65.6 FT) SOUTH-SOUTHEAST OF A UTILITY POLE
 EO0498'WITH 4 GUY WIRES, 12.8 METERS (42.0 FT) NORTHWEST OF THE NEAR RAIL AND
 EO0498'6.9 METERS (22.6 FT) NORTH OF A FENCE CORNER.  NOTE=ACCESS TO THE
 EO0498'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 EO0498'THE MARK IS 0.8 METERS  E FROM  A WITNESS POST AND FENCE
 EO0498'THE MARK IS 0.5 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0739 ***********************************************************************
 CV0739  DESIGNATION -  L 419
 CV0739  PID         -  CV0739
 CV0739  STATE/COUNTY-  NM/LEA
 CV0739  USGS QUAD   -  LAGUNA GATUNA (1984)
 CV0739
 CV0739                         *CURRENT SURVEY CONTROL
 CV0739  ___________________________________________________________________
 CV0739* NAD 83(1986)-  32 36 12.     (N)    103 40 53.     (W)     SCALED    
 CV0739* NAVD 88     -      1084.326  (meters)    3557.49   (feet)  ADJUSTED  
 CV0739  ___________________________________________________________________
 CV0739  GEOID HEIGHT-         -23.05  (meters)                     GEOID03
 CV0739  DYNAMIC HT  -        1082.806 (meters)    3552.51  (feet)  COMP
 CV0739  MODELED GRAV-     979,199.6   (mgal)                       NAVD 88
 CV0739
 CV0739  VERT ORDER  -  FIRST     CLASS I
 CV0739
 CV0739.The horizontal coordinates were scaled from a topographic map and have
 CV0739.an estimated accuracy of +/- 6 seconds.
 CV0739
 CV0739.The orthometric height was determined by differential leveling
 CV0739.and adjusted by the National Geodetic Survey in June 1991..
 CV0739
 CV0739.The geoid height was determined by GEOID03.
 CV0739
 CV0739.The dynamic height is computed by dividing the NAVD 88
 CV0739.geopotential number by the normal gravity value computed on the
 CV0739.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0739.degrees latitude (g = 980.6199 gals.).
 CV0739
 CV0739.The modeled gravity was interpolated from observed gravity values.
 CV0739
 CV0739;                    North         East    Units  Estimated Accuracy
 CV0739;SPC NM E     -   177,950.      226,190.      MT  (+/- 180 meters Scaled)
 CV0739
 CV0739                          SUPERSEDED SURVEY CONTROL
 CV0739
 CV0739  NGVD 29 (??/??/92) 1083.853  (m)         3555.94   (f) ADJ UNCH    1 1
 CV0739
 CV0739.Superseded values are not recommended for survey control.
 CV0739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0739.See file dsdata.txt to determine how the superseded data were derived.
 CV0739
 CV0739_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFS237080(NAD 83)
 CV0739_MARKER: I = METAL ROD
 CV0739_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CV0739+WITH SETTING: INFORMATION.
 CV0739_SP_SET: SHALLOW SET METAL ROD
 CV0739_STAMPING: L 419 1982
 CV0739_MARK LOGO: NGS   
 CV0739_PROJECTION: FLUSH
 CV0739_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CV0739_ROD/PIPE-DEPTH: 1.2  meters
 CV0739
 CV0739  HISTORY     - Date     Condition        Report By
 CV0739  HISTORY     - 1982     MONUMENTED       NGS
 CV0739
 CV0739                          STATION DESCRIPTION
 CV0739
 CV0739'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 CV0739'59.2 KM (36.75 MI) NE FROM CARLSBAD.
 CV0739'50.0 KM (31.05 MI) NORTHEASTERLY ALONG U. S. HIGHWAY 62 AND 180 FROM
 CV0739'THE EAST END OF THE BATAAN BRIDGE OVER THE PECOS RIVER IN CARLSBAD,
 CV0739'THENCE 0.6 KM (0.35 MI) NORTHERLY ALONG A DIRT TRACK ROAD, THENCE 3.6
 CV0739'KM (2.25 MI) NORTHEASTERLY ALONG A DIRT TRACK ROAD, THENCE 1.3 KM (0.8
 CV0739'MI) NORTHERLY ALONG A GRAVELED ROAD, THENCE 3.7 KM (2.3 MI)
 CV0739'NORTHEASTERLY ALONG A DIRT TRACK ROAD, 17.7 METERS (58.1 FT) SOUTHWEST
 CV0739'OF THE CENTER OF A TRACK ROAD LEADING SOUTHEAST AND 12.2 METERS (40.0
 CV0739'FT) SOUTH OF THE CENTER OF THE ROAD.  NOTE=REFUSAL WAS REACHED AT 4.0
 CV0739'FT.  ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 CV0739'THE MARK IS 0.3 METERS  ENE FROM A WITNESS POST.
 CV0739'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0507 ***********************************************************************
 EO0507  DESIGNATION -  L 421
 EO0507  PID         -  EO0507
 EO0507  STATE/COUNTY-  NM/ROOSEVELT
 EO0507  USGS QUAD   -  MIDWAY (1985)
 EO0507
 EO0507                         *CURRENT SURVEY CONTROL
 EO0507  ___________________________________________________________________
 EO0507* NAD 83(1986)-  34 15 46.     (N)    103 14 25.     (W)     SCALED    
 EO0507* NAVD 88     -      1240.706  (meters)    4070.55   (feet)  ADJUSTED  
 EO0507  ___________________________________________________________________
 EO0507  GEOID HEIGHT-         -23.25  (meters)                     GEOID03
 EO0507  DYNAMIC HT  -        1239.096 (meters)    4065.27  (feet)  COMP
 EO0507  MODELED GRAV-     979,295.1   (mgal)                       NAVD 88
 EO0507
 EO0507  VERT ORDER  -  FIRST     CLASS II
 EO0507
 EO0507.The horizontal coordinates were scaled from a topographic map and have
 EO0507.an estimated accuracy of +/- 6 seconds.
 EO0507
 EO0507.The orthometric height was determined by differential leveling
 EO0507.and adjusted by the National Geodetic Survey in June 1991..
 EO0507
 EO0507.The geoid height was determined by GEOID03.
 EO0507
 EO0507.The dynamic height is computed by dividing the NAVD 88
 EO0507.geopotential number by the normal gravity value computed on the
 EO0507.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0507.degrees latitude (g = 980.6199 gals.).
 EO0507
 EO0507.The modeled gravity was interpolated from observed gravity values.
 EO0507
 EO0507;                    North         East    Units  Estimated Accuracy
 EO0507;SPC NM E     -   362,340.      265,660.      MT  (+/- 180 meters Scaled)
 EO0507
 EO0507                          SUPERSEDED SURVEY CONTROL
 EO0507
 EO0507.No superseded survey control is available for this station.
 EO0507
 EO0507_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFT620926(NAD 83)
 EO0507_MARKER: I = METAL ROD
 EO0507_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EO0507_SP_SET: STAINLESS STEEL ROD
 EO0507_STAMPING: L 421 1982
 EO0507_MARK LOGO: NGS   
 EO0507_PROJECTION: FLUSH
 EO0507_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EO0507_ROD/PIPE-DEPTH: 6.1  meters
 EO0507
 EO0507  HISTORY     - Date     Condition        Report By
 EO0507  HISTORY     - 1982     MONUMENTED       NGS
 EO0507
 EO0507                          STATION DESCRIPTION
 EO0507
 EO0507'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 EO0507'12.4 KM (7.7 MI) NE FROM PORTALES.
 EO0507'12.4 KM (7.7 MI) NORTHEASTERLY ALONG THE SANTA FE RAILROAD FROM THE
 EO0507'RAILROAD STATION IN PORTALES, 65.8 METERS (215.9 FT) NORTHWEST OF THE
 EO0507'CENTERLINE OF THE SOUTHWEST BOUND LANES OF U.S.  HIGHWAY 70, 28.3
 EO0507'METERS (92.8 FT) SOUTHEAST OF RAILROAD MILEPOST 10, 23.8 METERS (78.1
 EO0507'FT) SOUTHEAST OF THE NEAR RAIL AND 1.7 METERS (5.6 FT) NORTHEAST OF A
 EO0507'UTILITY POLE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 EO0507'CAP.
 EO0507'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 EO0507'THE MARK IS 1.2 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0655 ***********************************************************************
 EQ0655  DESIGNATION -  L 423
 EQ0655  PID         -  EQ0655
 EQ0655  STATE/COUNTY-  NM/VALENCIA
 EQ0655  USGS QUAD   -  BELEN (1991)
 EQ0655
 EQ0655                         *CURRENT SURVEY CONTROL
 EQ0655  ___________________________________________________________________
 EQ0655* NAD 83(1986)-  34 38 42.     (N)    106 46 16.     (W)     SCALED    
 EQ0655* NAVD 88     -      1462.758  (meters)    4799.07   (feet)  ADJUSTED  
 EQ0655  ___________________________________________________________________
 EQ0655  GEOID HEIGHT-         -21.90  (meters)                     GEOID03
 EQ0655  DYNAMIC HT  -        1460.730 (meters)    4792.41  (feet)  COMP
 EQ0655  MODELED GRAV-     979,198.3   (mgal)                       NAVD 88
 EQ0655
 EQ0655  VERT ORDER  -  FIRST     CLASS II
 EQ0655
 EQ0655.The horizontal coordinates were scaled from a topographic map and have
 EQ0655.an estimated accuracy of +/- 6 seconds.
 EQ0655
 EQ0655.The orthometric height was determined by differential leveling
 EQ0655.and adjusted by the National Geodetic Survey in June 1991..
 EQ0655
 EQ0655.The geoid height was determined by GEOID03.
 EQ0655
 EQ0655.The dynamic height is computed by dividing the NAVD 88
 EQ0655.geopotential number by the normal gravity value computed on the
 EQ0655.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0655.degrees latitude (g = 980.6199 gals.).
 EQ0655
 EQ0655.The modeled gravity was interpolated from observed gravity values.
 EQ0655
 EQ0655;                    North         East    Units  Estimated Accuracy
 EQ0655;SPC NM C     -   404,320.      452,230.      MT  (+/- 180 meters Scaled)
 EQ0655
 EQ0655                          SUPERSEDED SURVEY CONTROL
 EQ0655
 EQ0655.No superseded survey control is available for this station.
 EQ0655
 EQ0655_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU376351(NAD 83)
 EQ0655_MARKER: I = METAL ROD
 EQ0655_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EQ0655_SP_SET: STAINLESS STEEL ROD
 EQ0655_STAMPING: L 423 1982
 EQ0655_MARK LOGO: NGS   
 EQ0655_PROJECTION: FLUSH
 EQ0655_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EQ0655_ROD/PIPE-DEPTH: 21.9 meters
 EQ0655
 EQ0655  HISTORY     - Date     Condition        Report By
 EQ0655  HISTORY     - 1982     MONUMENTED       NGS
 EQ0655
 EQ0655                          STATION DESCRIPTION
 EQ0655
 EQ0655'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 EQ0655'26.7 KM (16.6 MI) NORTH FROM BERNARDO.
 EQ0655'24.9 KM (15.45 MI) NORTHERLY ALONG STATE HIGHWAY 116 FROM ITS JUNCTION
 EQ0655'WITH U. S. HIGHWAY 60 IN BERNARDO, THENCE 0.9 KM (0.55 MI) NORTH ALONG
 EQ0655'U. S. HIGHWAY 85, THENCE 0.9 KM (0.55 MI) EASTERLY ALONG A PAVED ROAD,
 EQ0655'45.1 METERS (148.0 FT) SOUTH OF THE EXTENDED CENTER OF A PAVED ROAD,
 EQ0655'18.5 METERS (60.7 FT) WEST OF THE NEAR RAIL OF THE SANTA FE RAILROAD,
 EQ0655'16.4 METERS (53.8 FT) WEST-NORTHWEST OF A RAILROAD SIGNAL, 3.5 METERS
 EQ0655'(11.5 FT) EAST OF A GRAVELED ROAD AND 0.9 METER (3.0 FT) SOUTH OF A
 EQ0655'UTILITY POLE WITH A GUY WIRE.  NOTE=ACCESS TO THE DATUM POINT IS
 EQ0655'THROUGH A 5-INCH LOGO CAP.
 EQ0655'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 EQ0655'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0814 ***********************************************************************
 FO0814  DESIGNATION -  L 424
 FO0814  PID         -  FO0814
 FO0814  STATE/COUNTY-  NM/BERNALILLO
 FO0814  USGS QUAD   -  ALBUQUERQUE WEST (1990)
 FO0814
 FO0814                         *CURRENT SURVEY CONTROL
 FO0814  ___________________________________________________________________
 FO0814* NAD 83(1986)-  35 06 24.     (N)    106 42 18.     (W)     SCALED    
 FO0814* NAVD 88     -      1554.101  (meters)    5098.75   (feet)  ADJUSTED  
 FO0814  ___________________________________________________________________
 FO0814  GEOID HEIGHT-         -21.43  (meters)                     GEOID03
 FO0814  DYNAMIC HT  -        1551.975 (meters)    5091.77  (feet)  COMP
 FO0814  MODELED GRAV-     979,212.3   (mgal)                       NAVD 88
 FO0814
 FO0814  VERT ORDER  -  FIRST     CLASS II
 FO0814
 FO0814.The horizontal coordinates were scaled from a topographic map and have
 FO0814.an estimated accuracy of +/- 6 seconds.
 FO0814
 FO0814.The orthometric height was determined by differential leveling
 FO0814.and adjusted by the National Geodetic Survey in June 1991..
 FO0814
 FO0814.The geoid height was determined by GEOID03.
 FO0814
 FO0814.The dynamic height is computed by dividing the NAVD 88
 FO0814.geopotential number by the normal gravity value computed on the
 FO0814.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0814.degrees latitude (g = 980.6199 gals.).
 FO0814
 FO0814.The modeled gravity was interpolated from observed gravity values.
 FO0814
 FO0814;                    North         East    Units  Estimated Accuracy
 FO0814;SPC NM C     -   455,500.      458,520.      MT  (+/- 180 meters Scaled)
 FO0814
 FO0814                          SUPERSEDED SURVEY CONTROL
 FO0814
 FO0814  NGVD 29 (??/??/92) 1553.285  (m)         5096.07   (f) ADJ UNCH    1 2
 FO0814
 FO0814.Superseded values are not recommended for survey control.
 FO0814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0814.See file dsdata.txt to determine how the superseded data were derived.
 FO0814
 FO0814_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU446862(NAD 83)
 FO0814_MARKER: DB = BENCH MARK DISK
 FO0814_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 FO0814_SP_SET: ABUTMENT
 FO0814_STAMPING: L 424 1982
 FO0814_MARK LOGO: NGS   
 FO0814_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FO0814+STABILITY: POSITION/ELEVATION WELL
 FO0814
 FO0814  HISTORY     - Date     Condition        Report By
 FO0814  HISTORY     - 1982     MONUMENTED       NGS
 FO0814  HISTORY     - 20051211 MARK NOT FOUND   GEOCAC
 FO0814
 FO0814                          STATION DESCRIPTION
 FO0814
 FO0814'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FO0814'IN ALBUQUERQUE.
 FO0814'IN ALBUQUERQUE AT THE JUNCTION OF INTERSTATE HIGHWAY 40 AND STATE
 FO0814'HIGHWAY 448, IN TOP OF AND 0.1 METER (0.3 FT) EAST OF THE WEST END OF
 FO0814'THE SOUTH CONCRETE ABUTMENT OF THE SOUTH BOUND OVERPASS OF INTERSTATE
 FO0814'HIGHWAY 40 AND 6.7 METERS (22.0 FT) WEST OF THE CENTER OF THE SOUTH
 FO0814'BOUND LANES OF THE HIGHWAY 448.
 FO0814'THE MARK IS 1.2 M BELOW THE STATE HIGHWAY.
 FO0814
 FO0814                          STATION RECOVERY (2005)
 FO0814
 FO0814'RECOVERY NOTE BY GEOCACHING 2005 (BMC)
 FO0814'THIS BRIDGE IS BEING REBUILT AS PART OF THE I-40 AND COORS BLVD (STATE
 FO0814'HIGHWAY 448) INTERCHANGE CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0638 ***********************************************************************
 EQ0638  DESIGNATION -  L 425
 EQ0638  PID         -  EQ0638
 EQ0638  STATE/COUNTY-  NM/VALENCIA
 EQ0638  USGS QUAD   -  CORREO (1985)
 EQ0638
 EQ0638                         *CURRENT SURVEY CONTROL
 EQ0638  ___________________________________________________________________
 EQ0638* NAD 83(1986)-  34 58 51.     (N)    107 09 09.     (W)     SCALED    
 EQ0638* NAVD 88     -      1692.399  (meters)    5552.48   (feet)  ADJUSTED  
 EQ0638  ___________________________________________________________________
 EQ0638  GEOID HEIGHT-         -21.20  (meters)                     GEOID03
 EQ0638  DYNAMIC HT  -        1690.077 (meters)    5544.86  (feet)  COMP
 EQ0638  MODELED GRAV-     979,202.8   (mgal)                       NAVD 88
 EQ0638
 EQ0638  VERT ORDER  -  FIRST     CLASS II
 EQ0638
 EQ0638.The horizontal coordinates were scaled from a topographic map and have
 EQ0638.an estimated accuracy of +/- 6 seconds.
 EQ0638
 EQ0638.The orthometric height was determined by differential leveling
 EQ0638.and adjusted by the National Geodetic Survey in June 1991..
 EQ0638
 EQ0638.The geoid height was determined by GEOID03.
 EQ0638
 EQ0638.The dynamic height is computed by dividing the NAVD 88
 EQ0638.geopotential number by the normal gravity value computed on the
 EQ0638.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0638.degrees latitude (g = 980.6199 gals.).
 EQ0638
 EQ0638.The modeled gravity was interpolated from observed gravity values.
 EQ0638
 EQ0638;                    North         East    Units  Estimated Accuracy
 EQ0638;SPC NM C     -   441,820.      417,600.      MT  (+/- 180 meters Scaled)
 EQ0638
 EQ0638                          SUPERSEDED SURVEY CONTROL
 EQ0638
 EQ0638  NGVD 29 (??/??/92) 1691.575  (m)         5549.78   (f) ADJ UNCH    1 2
 EQ0638
 EQ0638.Superseded values are not recommended for survey control.
 EQ0638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0638.See file dsdata.txt to determine how the superseded data were derived.
 EQ0638
 EQ0638_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU035730(NAD 83)
 EQ0638_MARKER: DB = BENCH MARK DISK
 EQ0638_SETTING: 66 = SET IN ROCK OUTCROP
 EQ0638_SP_SET: ROCK OUTCROP
 EQ0638_STAMPING: L 425 1982
 EQ0638_MARK LOGO: NGS   
 EQ0638_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EQ0638+STABILITY: POSITION/ELEVATION WELL
 EQ0638
 EQ0638  HISTORY     - Date     Condition        Report By
 EQ0638  HISTORY     - 1982     MONUMENTED       NGS
 EQ0638
 EQ0638                          STATION DESCRIPTION
 EQ0638
 EQ0638'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 EQ0638'43.9 KM (27.25 MI) SW FROM ALBUQUERQUE.
 EQ0638'43.9 KM (27.25 MI) SOUTHWESTERLY ALONG INTERSTATE HIGHWAY 40 FROM ITS
 EQ0638'JUNCTION WITH STATE HIGHWAY 448 AT THE NORTHWEST EDGE OF ALBUQUERQUE,
 EQ0638'0.2 KM (0.1 MI) WEST OF MILEPOST 128, IN THE EAST END OF AN EXPOSED
 EQ0638'AREA OF BEDROCK IN A SMALL HIGHWAY CUT, 38.1 METERS (125.0 FT) EAST OF
 EQ0638'THE WEST END OF THE CUT, 30.2 METERS (99.1 FT) NORTH OF THE CENTERLINE
 EQ0638'OF THE WEST BOUND LANES OF THE HIGHWAY AND 2.8 METERS (9.2 FT) SOUTH
 EQ0638'OF A FENCE.
 EQ0638'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 EQ0638'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0860 ***********************************************************************
 FO0860  DESIGNATION -  L 426
 FO0860  PID         -  FO0860
 FO0860  STATE/COUNTY-  NM/MCKINLEY
 FO0860  USGS QUAD   -  BLUEWATER (1980)
 FO0860
 FO0860                         *CURRENT SURVEY CONTROL
 FO0860  ___________________________________________________________________
 FO0860* NAD 83(1986)-  35 18 51.     (N)    107 59 26.     (W)     SCALED    
 FO0860* NAVD 88     -      2048.707  (meters)    6721.47   (feet)  ADJUSTED  
 FO0860  ___________________________________________________________________
 FO0860  GEOID HEIGHT-         -20.24  (meters)                     GEOID03
 FO0860  DYNAMIC HT  -        2045.801 (meters)    6711.93  (feet)  COMP
 FO0860  MODELED GRAV-     979,141.8   (mgal)                       NAVD 88
 FO0860
 FO0860  VERT ORDER  -  FIRST     CLASS II
 FO0860
 FO0860.The horizontal coordinates were scaled from a topographic map and have
 FO0860.an estimated accuracy of +/- 6 seconds.
 FO0860
 FO0860.The orthometric height was determined by differential leveling
 FO0860.and adjusted by the National Geodetic Survey in June 1991..
 FO0860
 FO0860.The geoid height was determined by GEOID03.
 FO0860
 FO0860.The dynamic height is computed by dividing the NAVD 88
 FO0860.geopotential number by the normal gravity value computed on the
 FO0860.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0860.degrees latitude (g = 980.6199 gals.).
 FO0860
 FO0860.The modeled gravity was interpolated from observed gravity values.
 FO0860
 FO0860;                    North         East    Units  Estimated Accuracy
 FO0860;SPC NM W     -   478,450.      815,700.      MT  (+/- 180 meters Scaled)
 FO0860
 FO0860                          SUPERSEDED SURVEY CONTROL
 FO0860
 FO0860.No superseded survey control is available for this station.
 FO0860
 FO0860_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBV281119(NAD 83)
 FO0860_MARKER: DB = BENCH MARK DISK
 FO0860_SETTING: 66 = SET IN ROCK OUTCROP
 FO0860_SP_SET: ROCK OUTCROP
 FO0860_STAMPING: L 426 1982
 FO0860_MARK LOGO: NGS   
 FO0860_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FO0860
 FO0860  HISTORY     - Date     Condition        Report By
 FO0860  HISTORY     - 1982     MONUMENTED       NGS
 FO0860
 FO0860                          STATION DESCRIPTION
 FO0860
 FO0860'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 FO0860'23.6 KM (14.65 MI) NW FROM GRANTS.
 FO0860'23.6 KM (14.65 MI) NORTHWESTERLY ALONG THE SANTA FE RAILROAD FROM THE
 FO0860'RAILROAD STATION IN GRANTS, 0.2 KM (0.1 MI) NORTH OF MILEPOST 110,
 FO0860'21.6 METERS (70.9 FT) SOUTHWEST OF A FENCE, 16.9 METERS (55.4 FT) WEST
 FO0860'OF UTILITY POLE MUNBER 61 G, 4.0 METERS (13.1 FT) NORTHWEST OF THE
 FO0860'SOUTHEAST END OF A LAVA FLOW AND 3.8 METERS (12.5 FT) NORTHEAST OF THE
 FO0860'NEAR RAIL.
 FO0860'THE MARK IS 0.2 METERS  SW FROM A WITNESS POST.
 FO0860'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0569 ***********************************************************************
 EO0569  DESIGNATION -  L 427
 EO0569  PID         -  EO0569
 EO0569  STATE/COUNTY-  NM/DE BACA
 EO0569  USGS QUAD   -  TOLAR (1987)
 EO0569
 EO0569                         *CURRENT SURVEY CONTROL
 EO0569  ___________________________________________________________________
 EO0569* NAD 83(1986)-  34 27 02.     (N)    103 57 34.     (W)     SCALED    
 EO0569* NAVD 88     -      1272.703  (meters)    4175.53   (feet)  ADJUSTED  
 EO0569  ___________________________________________________________________
 EO0569  GEOID HEIGHT-         -23.48  (meters)                     GEOID03
 EO0569  DYNAMIC HT  -        1271.026 (meters)    4170.02  (feet)  COMP
 EO0569  MODELED GRAV-     979,273.8   (mgal)                       NAVD 88
 EO0569
 EO0569  VERT ORDER  -  FIRST     CLASS II
 EO0569
 EO0569.The horizontal coordinates were scaled from a topographic map and have
 EO0569.an estimated accuracy of +/- 6 seconds.
 EO0569
 EO0569.The orthometric height was determined by differential leveling
 EO0569.and adjusted by the National Geodetic Survey in June 1991..
 EO0569
 EO0569.The geoid height was determined by GEOID03.
 EO0569
 EO0569.The dynamic height is computed by dividing the NAVD 88
 EO0569.geopotential number by the normal gravity value computed on the
 EO0569.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EO0569.degrees latitude (g = 980.6199 gals.).
 EO0569
 EO0569.The modeled gravity was interpolated from observed gravity values.
 EO0569
 EO0569;                    North         East    Units  Estimated Accuracy
 EO0569;SPC NM E     -   382,690.      199,360.      MT  (+/- 180 meters Scaled)
 EO0569
 EO0569                          SUPERSEDED SURVEY CONTROL
 EO0569
 EO0569.No superseded survey control is available for this station.
 EO0569
 EO0569_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEU955126(NAD 83)
 EO0569_MARKER: DB = BENCH MARK DISK
 EO0569_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 EO0569_SP_SET: ABUTMENT
 EO0569_STAMPING: L 427 1982
 EO0569_MARK LOGO: NGS   
 EO0569_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EO0569
 EO0569  HISTORY     - Date     Condition        Report By
 EO0569  HISTORY     - 1982     MONUMENTED       NGS
 EO0569
 EO0569                          STATION DESCRIPTION
 EO0569
 EO0569'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 EO0569'27.8 KM (17.25 MI) EAST FROM FORT SUMNER.
 EO0569'0.6 KM (0.35 MI) NORTH ALONG U.S. HIGHWAY 84 FROM ITS JUNCTION WITH
 EO0569'U.S. HIGHWAY 60 IN FORT SUMNER, THENCE 27.2 KM (16.9 MI) EASTERLY
 EO0569'ALONG THE SANTA FE RAILROAD, IN TOP OF AND 4.3 METERS (14.1 FT) SOUTH
 EO0569'OF THE NORTH END OF THE WEST CONCRETE ABUTMENT OF RAILROAD BRIDGE
 EO0569'NUMBER 700 AND 2.1 METERS (6.9 FT) NORTH OF THE NEAR RAIL.
 EO0569'THE MARK IS 3.5 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0502 ***********************************************************************
 EP0502  DESIGNATION -  L 428
 EP0502  PID         -  EP0502
 EP0502  STATE/COUNTY-  NM/DE BACA
 EP0502  USGS QUAD   -  YESO MESA (1981)
 EP0502
 EP0502                         *CURRENT SURVEY CONTROL
 EP0502  ___________________________________________________________________
 EP0502* NAD 83(1986)-  34 29 47.     (N)    104 48 23.     (W)     SCALED    
 EP0502* NAVD 88     -      1583.257  (meters)    5194.40   (feet)  ADJUSTED  
 EP0502  ___________________________________________________________________
 EP0502  GEOID HEIGHT-         -22.50  (meters)                     GEOID03
 EP0502  DYNAMIC HT  -        1581.050 (meters)    5187.16  (feet)  COMP
 EP0502  MODELED GRAV-     979,185.5   (mgal)                       NAVD 88
 EP0502
 EP0502  VERT ORDER  -  FIRST     CLASS II
 EP0502
 EP0502.The horizontal coordinates were scaled from a topographic map and have
 EP0502.an estimated accuracy of +/- 6 seconds.
 EP0502
 EP0502.The orthometric height was determined by differential leveling
 EP0502.and adjusted by the National Geodetic Survey in June 1991..
 EP0502
 EP0502.The geoid height was determined by GEOID03.
 EP0502
 EP0502.The dynamic height is computed by dividing the NAVD 88
 EP0502.geopotential number by the normal gravity value computed on the
 EP0502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EP0502.degrees latitude (g = 980.6199 gals.).
 EP0502
 EP0502.The modeled gravity was interpolated from observed gravity values.
 EP0502
 EP0502;                    North         East    Units  Estimated Accuracy
 EP0502;SPC NM E     -   387,820.      121,560.      MT  (+/- 180 meters Scaled)
 EP0502
 EP0502                          SUPERSEDED SURVEY CONTROL
 EP0502
 EP0502.No superseded survey control is available for this station.
 EP0502
 EP0502_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEU177172(NAD 83)
 EP0502_MARKER: I = METAL ROD
 EP0502_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 EP0502+WITH SETTING: INFORMATION.
 EP0502_SP_SET: SHALLOW SET METAL ROD
 EP0502_STAMPING: L 428 1982
 EP0502_MARK LOGO: NGS   
 EP0502_PROJECTION: FLUSH
 EP0502_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EP0502_ROD/PIPE-DEPTH: 3.0  meters
 EP0502
 EP0502  HISTORY     - Date     Condition        Report By
 EP0502  HISTORY     - 1982     MONUMENTED       NGS
 EP0502
 EP0502                          STATION DESCRIPTION
 EP0502
 EP0502'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 EP0502'37.4 KM (23.25 MI) EAST FROM VAUGHN.
 EP0502'37.4 KM (23.25 MI) EASTERLY ALONG U.S. HIGHWAY 60 FROM THE SANTA FE
 EP0502'RAILROAD STATION IN VAUGHN, 0.2 KM (0.1 MI) NORTHWEST OF MILEPOST 294,
 EP0502'22.8 METERS (74.8 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY AND 1.9
 EP0502'METERS (6.2 FT) NORTHEAST OF A UTILITY POLE AND A POWERLINE CROSSING.
 EP0502'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 EP0502'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST AND FENCE
 EP0502'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0356 ***********************************************************************
 FP0356  DESIGNATION -  L 429
 FP0356  PID         -  FP0356
 FP0356  STATE/COUNTY-  NM/MCKINLEY
 FP0356  USGS QUAD   -  CHURCH ROCK (1979)
 FP0356
 FP0356                         *CURRENT SURVEY CONTROL
 FP0356  ___________________________________________________________________
 FP0356* NAD 83(1986)-  35 31 29.     (N)    108 35 02.     (W)     SCALED    
 FP0356* NAVD 88     -      2041.947  (meters)    6699.29   (feet)  ADJUSTED  
 FP0356  ___________________________________________________________________
 FP0356  GEOID HEIGHT-         -20.82  (meters)                     GEOID03
 FP0356  DYNAMIC HT  -        2039.090 (meters)    6689.91  (feet)  COMP
 FP0356  MODELED GRAV-     979,161.0   (mgal)                       NAVD 88
 FP0356
 FP0356  VERT ORDER  -  FIRST     CLASS II
 FP0356
 FP0356.The horizontal coordinates were scaled from a topographic map and have
 FP0356.an estimated accuracy of +/- 6 seconds.
 FP0356
 FP0356.The orthometric height was determined by differential leveling
 FP0356.and adjusted by the National Geodetic Survey in June 1991..
 FP0356
 FP0356.The geoid height was determined by GEOID03.
 FP0356
 FP0356.The dynamic height is computed by dividing the NAVD 88
 FP0356.geopotential number by the normal gravity value computed on the
 FP0356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0356.degrees latitude (g = 980.6199 gals.).
 FP0356
 FP0356.The modeled gravity was interpolated from observed gravity values.
 FP0356
 FP0356;                    North         East    Units  Estimated Accuracy
 FP0356;SPC NM W     -   502,050.      761,930.      MT  (+/- 180 meters Scaled)
 FP0356
 FP0356                          SUPERSEDED SURVEY CONTROL
 FP0356
 FP0356.No superseded survey control is available for this station.
 FP0356
 FP0356_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYE190339(NAD 83)
 FP0356_MARKER: DB = BENCH MARK DISK
 FP0356_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 FP0356_SP_SET: ABUTMENT
 FP0356_STAMPING: L 429 1983
 FP0356_MARK LOGO: NGS   
 FP0356_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FP0356
 FP0356  HISTORY     - Date     Condition        Report By
 FP0356  HISTORY     - 1983     MONUMENTED       NGS
 FP0356
 FP0356                          STATION DESCRIPTION
 FP0356
 FP0356'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FP0356'16.4 KM (10.2 MI) SE FROM GALLUP.
 FP0356'16.4 KM (10.2 MI) SOUTHEASTERLY ALONG INTERSTATE HIGHWAY 40 FROM ITS
 FP0356'JUNCTION WITH U. S. HIGHWAY 666 IN GALLUP, IN TOP OF AND 0.3 METER
 FP0356'(1.0 FT) SOUTHWEST OF THE NORTHEAST END OF THE SOUTHEAST CONCRETE
 FP0356'ABUTMENT OF THE HIGHWAY OVERPASS OF A PAVED ROAD LEADING SOUTH TO FORT
 FP0356'WINGATE AND 7.5 METERS (24.6 FT) NORTHEAST OF THE CENTERLINE OF THE
 FP0356'NORTHWEST BOUND LANES OF THE HIGHWAY.
 FP0356'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0103 ***********************************************************************
 FP0103  DESIGNATION -  L 43
 FP0103  PID         -  FP0103
 FP0103  STATE/COUNTY-  NM/MCKINLEY
 FP0103  USGS QUAD   -  VANDERWAGEN (1979)
 FP0103
 FP0103                         *CURRENT SURVEY CONTROL
 FP0103  ___________________________________________________________________
 FP0103* NAD 83(1986)-  35 19 08.     (N)    108 45 27.     (W)     SCALED    
 FP0103* NAVD 88     -      2179.775  (meters)    7151.48   (feet)  ADJUSTED  
 FP0103  ___________________________________________________________________
 FP0103  GEOID HEIGHT-         -21.45  (meters)                     GEOID03
 FP0103  DYNAMIC HT  -        2176.582 (meters)    7141.00  (feet)  COMP
 FP0103  MODELED GRAV-     979,091.0   (mgal)                       NAVD 88
 FP0103
 FP0103  VERT ORDER  -  SECOND    CLASS 0
 FP0103
 FP0103.The horizontal coordinates were scaled from a topographic map and have
 FP0103.an estimated accuracy of +/- 6 seconds.
 FP0103
 FP0103.The orthometric height was determined by differential leveling
 FP0103.and adjusted by the National Geodetic Survey in June 1991..
 FP0103
 FP0103.The geoid height was determined by GEOID03.
 FP0103
 FP0103.The dynamic height is computed by dividing the NAVD 88
 FP0103.geopotential number by the normal gravity value computed on the
 FP0103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0103.degrees latitude (g = 980.6199 gals.).
 FP0103
 FP0103.The modeled gravity was interpolated from observed gravity values.
 FP0103
 FP0103;                    North         East    Units  Estimated Accuracy
 FP0103;SPC NM W     -   479,350.      745,970.      MT  (+/- 180 meters Scaled)
 FP0103
 FP0103                          SUPERSEDED SURVEY CONTROL
 FP0103
 FP0103  NGVD 29 (??/??/92) 2178.731  (m)         7148.05   (f) ADJ UNCH    2 0
 FP0103
 FP0103.Superseded values are not recommended for survey control.
 FP0103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0103.See file dsdata.txt to determine how the superseded data were derived.
 FP0103
 FP0103_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYE038107(NAD 83)
 FP0103_MARKER: DB = BENCH MARK DISK
 FP0103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FP0103_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FP0103_STAMPING: L-43-1934
 FP0103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FP0103+STABILITY: SURFACE MOTION
 FP0103
 FP0103  HISTORY     - Date     Condition        Report By
 FP0103  HISTORY     - 1934     MONUMENTED       CGS
 FP0103  HISTORY     - 1963     GOOD             USGS
 FP0103
 FP0103                          STATION DESCRIPTION
 FP0103
 FP0103'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 FP0103'17.4 MI S FROM GALLUP.
 FP0103'16.7 MILES SOUTH ALONG STATE HIGHWAY 32 FROM THE POST OFFICE AT
 FP0103'GALLUP, THEN 0.4 MILES E ALONG MAIN DIRT ROAD ALONG A RIDGE
 FP0103'DISREGARDING TURNOFFS TO A Y RD AT A SAND PIT, THEN TAKE THE RIGHT
 FP0103'FORK 0.1 MILES TO A GROUP OF HOGANS, CONTINUE ON E PAST THE HOGANS 0.2
 FP0103'MILES TO THE ABANDONED RD.  MARK IS 63 FEET S OF THE INTERSECTION OF
 FP0103'THE TRACK RD AND THE ABAN. RD, AND 36 FOOT W. OF THE CL. OF THE ABAN.
 FP0103'RD.  ALSO 70 YDS NORTH OF AN ARROYO CUTTING ACROSS THE ABANDONED RD.
 FP0103'SET IN CONC. POST PROJ. 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0380 ***********************************************************************
 FP0380  DESIGNATION -  L 430
 FP0380  PID         -  FP0380
 FP0380  STATE/COUNTY-  NM/MCKINLEY
 FP0380  USGS QUAD   -  LUPTON (1971)
 FP0380
 FP0380                         *CURRENT SURVEY CONTROL
 FP0380  ___________________________________________________________________
 FP0380* NAD 83(1986)-  35 22 19.     (N)    109 02 21.     (W)     SCALED    
 FP0380* NAVD 88     -      1899.809  (meters)    6232.96   (feet)  ADJUSTED  
 FP0380  ___________________________________________________________________
 FP0380  GEOID HEIGHT-         -21.73  (meters)                     GEOID03
 FP0380  DYNAMIC HT  -        1897.148 (meters)    6224.23  (feet)  COMP
 FP0380  MODELED GRAV-     979,165.7   (mgal)                       NAVD 88
 FP0380
 FP0380  VERT ORDER  -  FIRST     CLASS II
 FP0380
 FP0380.The horizontal coordinates were scaled from a topographic map and have
 FP0380.an estimated accuracy of +/- 6 seconds.
 FP0380
 FP0380.The orthometric height was determined by differential leveling
 FP0380.and adjusted by the National Geodetic Survey in June 1991..
 FP0380
 FP0380.The geoid height was determined by GEOID03.
 FP0380
 FP0380.The dynamic height is computed by dividing the NAVD 88
 FP0380.geopotential number by the normal gravity value computed on the
 FP0380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0380.degrees latitude (g = 980.6199 gals.).
 FP0380
 FP0380.The modeled gravity was interpolated from observed gravity values.
 FP0380
 FP0380;                    North         East    Units  Estimated Accuracy
 FP0380;SPC NM W     -   485,510.      720,430.      MT  (+/- 180 meters Scaled)
 FP0380
 FP0380                          SUPERSEDED SURVEY CONTROL
 FP0380
 FP0380.No superseded survey control is available for this station.
 FP0380
 FP0380_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXE781160(NAD 83)
 FP0380_MARKER: DB = BENCH MARK DISK
 FP0380_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 FP0380_SP_SET: ABUTMENT
 FP0380_STAMPING: L 430 1983
 FP0380_MARK LOGO: NGS   
 FP0380_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FP0380+STABILITY: POSITION/ELEVATION WELL
 FP0380
 FP0380  HISTORY     - Date     Condition        Report By
 FP0380  HISTORY     - 1983     MONUMENTED       NGS
 FP0380
 FP0380                          STATION DESCRIPTION
 FP0380
 FP0380'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 FP0380'32.0 KM (19.9 MI) SW FROM GALLUP.
 FP0380'32.0 KM (19.9 MI) SOUTHWESTERLY ALONG INTERSTATE HIGHWAY 40 FROM ITS
 FP0380'JUNCTION WITH U. S. HIGHWAY 666 IN GALLUP, IN TOP OF AND 0.3 METER
 FP0380'(1.0 FT) SOUTHEAST OF THE NORTHWEST END OF THE SOUTHWEST CONCRETE
 FP0380'ABUTMENT OF THE HIGHWAY OVERPASS OF THE SANTA FE RAILROAD, 4.6 METERS
 FP0380'(15.1 FT) NORTHWEST OF THE CENTERLINE OF THE SOUTHWEST BOUND LANES OF
 FP0380'THE HIGHWAY AND 4.0 METERS (13.1 FT) NORTHEAST OF THE SOUTHWEST END OF
 FP0380'THE BRIDGE.
 FP0380'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GO0228 ***********************************************************************
 GO0228  DESIGNATION -  L 431
 GO0228  PID         -  GO0228
 GO0228  STATE/COUNTY-  NM/SAN JUAN
 GO0228  USGS QUAD   -  FARMINGTON NORTH (1979)
 GO0228
 GO0228                         *CURRENT SURVEY CONTROL
 GO0228  ___________________________________________________________________
 GO0228* NAD 83(1986)-  36 46 36.     (N)    108 07 41.     (W)     SCALED    
 GO0228* NAVD 88     -      1677.275  (meters)    5502.86   (feet)  ADJUSTED  
 GO0228  ___________________________________________________________________
 GO0228  GEOID HEIGHT-         -21.03  (meters)                     GEOID03
 GO0228  DYNAMIC HT  -        1675.179 (meters)    5495.98  (feet)  COMP
 GO0228  MODELED GRAV-     979,323.5   (mgal)                       NAVD 88
 GO0228
 GO0228  VERT ORDER  -  FIRST     CLASS II
 GO0228
 GO0228.The horizontal coordinates were scaled from a topographic map and have
 GO0228.an estimated accuracy of +/- 6 seconds.
 GO0228
 GO0228.The orthometric height was determined by differential leveling
 GO0228.and adjusted by the National Geodetic Survey in June 1991..
 GO0228
 GO0228.The geoid height was determined by GEOID03.
 GO0228
 GO0228.The dynamic height is computed by dividing the NAVD 88
 GO0228.geopotential number by the normal gravity value computed on the
 GO0228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GO0228.degrees latitude (g = 980.6199 gals.).
 GO0228
 GO0228.The modeled gravity was interpolated from observed gravity values.
 GO0228
 GO0228;                    North         East    Units  Estimated Accuracy
 GO0228;SPC NM W     -   640,740.      803,690.      MT  (+/- 180 meters Scaled)
 GO0228
 GO0228                          SUPERSEDED SURVEY CONTROL
 GO0228
 GO0228.No superseded survey control is available for this station.
 GO0228
 GO0228_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYF563739(NAD 83)
 GO0228_MARKER: I = METAL ROD
 GO0228_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GO0228_SP_SET: STAINLESS STEEL ROD
 GO0228_STAMPING: L 431 1983
 GO0228_MARK LOGO: NGS   
 GO0228_PROJECTION: FLUSH
 GO0228_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GO0228_ROD/PIPE-DEPTH: 3.1  meters
 GO0228
 GO0228  HISTORY     - Date     Condition        Report By
 GO0228  HISTORY     - 1983     MONUMENTED       NGS
 GO0228
 GO0228                          STATION DESCRIPTION
 GO0228
 GO0228'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GO0228'10.3 KM (6.4 MI) NE FROM FARMINGTON.
 GO0228'10.3 KM (6.4 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 550 FROM ITS
 GO0228'JUNCTION WITH STATE HIGHWAY 371 (LAKE STREET) IN FARMINGTON, 1.1 KM
 GO0228'(0.7 MI) NORTHEAST OF THE INTERSECTION OF FOOT HILL STREET, 0.4 KM
 GO0228'(0.25 MI) NORTHEAST OF MILEPOST 34, 17.0 METERS (55.8 FT) SOUTHWEST OF
 GO0228'THE NORTHEAST ENTRANCE TO THE LILLY WHITE ROCK FARM, 10.8 METERS
 GO0228'(35.4 FT) SOUTHEAST OF THE CENTERLINE OF THE NORTHEAST BOUND LANES OF
 GO0228'THE HIGHWAY, 2.0 METERS (6.6 FT) SOUTHWEST OF A UTILITY POLE, AND
 GO0228'0.3 METER (1.0 FT) NORTHEAST OF THE NORTHEAST CORNER OF A BRICK
 GO0228'DISPLAY.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 GO0228'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST AND FENCE
 GO0228'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GO0204 ***********************************************************************
 GO0204  DESIGNATION -  L 432
 GO0204  PID         -  GO0204
 GO0204  STATE/COUNTY-  NM/SAN JUAN
 GO0204  USGS QUAD   -  WATERFLOW (1979)
 GO0204
 GO0204                         *CURRENT SURVEY CONTROL
 GO0204  ___________________________________________________________________
 GO0204* NAD 83(1986)-  36 45 37.     (N)    108 29 26.     (W)     SCALED    
 GO0204* NAVD 88     -      1540.167  (meters)    5053.03   (feet)  ADJUSTED  
 GO0204  ___________________________________________________________________
 GO0204  GEOID HEIGHT-         -21.11  (meters)                     GEOID03
 GO0204  DYNAMIC HT  -        1538.309 (meters)    5046.94  (feet)  COMP
 GO0204  MODELED GRAV-     979,371.2   (mgal)                       NAVD 88
 GO0204
 GO0204  VERT ORDER  -  FIRST     CLASS II
 GO0204
 GO0204.The horizontal coordinates were scaled from a topographic map and have
 GO0204.an estimated accuracy of +/- 6 seconds.
 GO0204
 GO0204.The orthometric height was determined by differential leveling
 GO0204.and adjusted by the National Geodetic Survey in June 1991..
 GO0204
 GO0204.The geoid height was determined by GEOID03.
 GO0204
 GO0204.The dynamic height is computed by dividing the NAVD 88
 GO0204.geopotential number by the normal gravity value computed on the
 GO0204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GO0204.degrees latitude (g = 980.6199 gals.).
 GO0204
 GO0204.The modeled gravity was interpolated from observed gravity values.
 GO0204
 GO0204;                    North         East    Units  Estimated Accuracy
 GO0204;SPC NM W     -   639,080.      771,320.      MT  (+/- 180 meters Scaled)
 GO0204
 GO0204                          SUPERSEDED SURVEY CONTROL
 GO0204
 GO0204.No superseded survey control is available for this station.
 GO0204
 GO0204_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYF240712(NAD 83)
 GO0204_MARKER: I = METAL ROD
 GO0204_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GO0204_SP_SET: STAINLESS STEEL ROD
 GO0204_STAMPING: L 432 1983
 GO0204_MARK LOGO: NGS   
 GO0204_PROJECTION: FLUSH
 GO0204_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GO0204_ROD/PIPE-DEPTH: 9.2  meters
 GO0204
 GO0204  HISTORY     - Date     Condition        Report By
 GO0204  HISTORY     - 1983     MONUMENTED       NGS
 GO0204
 GO0204                          STATION DESCRIPTION
 GO0204
 GO0204'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 GO0204'20.4 KM (12.65 MI) EAST FROM SHIPROCK.
 GO0204'1.4 KM (0.85 MI) EASTERLY ALONG U.S. HIGHWAY 666 FROM ITS JUNCTION
 GO0204'WITH STATE HIGHWAY 504 IN SHIPROCK, THENCE 19.0 KM (11.8 MI) EASTERLY
 GO0204'ALONG U.S. HIGHWAY 550, 30.0 METERS (98.4 FT) SOUTHEAST OF THE
 GO0204'SOUTHEAST CORNER OF THE SPALDING RESIDENCE, 22.1 METERS (72.5 FT) EAST
 GO0204'OF THE CENTER OF A DRIVEWAY, 19.1 METERS (62.7 FT) NORTH OF THE
 GO0204'CENTERLINE OF THE WEST BOUND LANES OF THE HIGHWAY, AND 1.5 METERS
 GO0204'(4.9 FT) EAST OF A UTILITY POLE WITH A GUY WIRE.  NOTE=ACCESS TO THE
 GO0204'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 GO0204'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST AND FENCE
 GO0204'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GO0177 ***********************************************************************
 GO0177  DESIGNATION -  L 434
 GO0177  PID         -  GO0177
 GO0177  STATE/COUNTY-  NM/SAN JUAN
 GO0177  USGS QUAD   -  LITTLE WATER (1966)
 GO0177
 GO0177                         *CURRENT SURVEY CONTROL
 GO0177  ___________________________________________________________________
 GO0177* NAD 83(1986)-  36 28 01.     (N)    108 43 17.     (W)     SCALED    
 GO0177* NAVD 88     -      1697.472  (meters)    5569.12   (feet)  ADJUSTED  
 GO0177  ___________________________________________________________________
 GO0177  GEOID HEIGHT-         -20.98  (meters)                     GEOID03
 GO0177  DYNAMIC HT  -        1695.341 (meters)    5562.13  (feet)  COMP
 GO0177  MODELED GRAV-     979,317.3   (mgal)                       NAVD 88
 GO0177
 GO0177  VERT ORDER  -  FIRST     CLASS II
 GO0177
 GO0177.The horizontal coordinates were scaled from a topographic map and have
 GO0177.an estimated accuracy of +/- 6 seconds.
 GO0177
 GO0177.The orthometric height was determined by differential leveling
 GO0177.and adjusted by the National Geodetic Survey in June 1991..
 GO0177
 GO0177.The geoid height was determined by GEOID03.
 GO0177
 GO0177.The dynamic height is computed by dividing the NAVD 88
 GO0177.geopotential number by the normal gravity value computed on the
 GO0177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GO0177.degrees latitude (g = 980.6199 gals.).
 GO0177
 GO0177.The modeled gravity was interpolated from observed gravity values.
 GO0177
 GO0177;                    North         East    Units  Estimated Accuracy
 GO0177;SPC NM W     -   606,700.      750,410.      MT  (+/- 180 meters Scaled)
 GO0177
 GO0177                          SUPERSEDED SURVEY CONTROL
 GO0177
 GO0177.No superseded survey control is available for this station.
 GO0177
 GO0177_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYF041381(NAD 83)
 GO0177_MARKER: I = METAL ROD
 GO0177_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 GO0177+WITH SETTING: INFORMATION.
 GO0177_SP_SET: SHALLOW SET METAL ROD
 GO0177_STAMPING: L 434 1984
 GO0177_MARK LOGO: NGS   
 GO0177_PROJECTION: FLUSH
 GO0177_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GO0177_ROD/PIPE-DEPTH: 1.9  meters
 GO0177
 GO0177  HISTORY     - Date     Condition        Report By
 GO0177  HISTORY     - 1984     MONUMENTED       NGS
 GO0177
 GO0177                          STATION DESCRIPTION
 GO0177
 GO0177'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 GO0177'34.9 KM (21.65 MI) SOUT FROM SHIPROCK.
 GO0177'34.9 KM (21.65 MI) SOUTHERLY ALONG U.S. HIGHWAY 666 FROM ITS JUNCTION
 GO0177'WITH STATE HIGHWAY 504 IN SHIPROCK, 4.1 KM (2.55 MI) NORTH OF THE
 GO0177'INTERSECTION OF COUNTY ROAD 34, 156.0 METERS (511.9 FT) NORTHWEST OF
 GO0177'MILEPOST 71, 41.5 METERS (136.2 FT) EAST OF UTILITY POLE NUMBER 233,
 GO0177'38.1 METERS (125.0 FT) SOUTH OF THE CENTER OF DIRT ROAD LEADING WEST
 GO0177'TO THE TEXACO DOME OIL FIELD, AND 31.4 METERS (103.0 FT) WEST OF THE
 GO0177'CENTERLINE OF THE HIGHWAY.  NOTE=REFUSAL WAS REACHED AT 6.0 FEET.
 GO0177'ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 GO0177'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST AND FENCE
 GO0177'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0436 ***********************************************************************
 FP0436  DESIGNATION -  L 435
 FP0436  PID         -  FP0436
 FP0436  STATE/COUNTY-  NM/MCKINLEY
 FP0436  USGS QUAD   -  TOHATCHI (1982)
 FP0436
 FP0436                         *CURRENT SURVEY CONTROL
 FP0436  ___________________________________________________________________
 FP0436* NAD 83(1986)-  35 51 10.     (N)    108 45 22.     (W)     SCALED    
 FP0436* NAVD 88     -      1938.483  (meters)    6359.84   (feet)  ADJUSTED  
 FP0436  ___________________________________________________________________
 FP0436  GEOID HEIGHT-         -20.67  (meters)                     GEOID03
 FP0436  DYNAMIC HT  -        1935.843 (meters)    6351.18  (feet)  COMP
 FP0436  MODELED GRAV-     979,202.2   (mgal)                       NAVD 88
 FP0436
 FP0436  VERT ORDER  -  FIRST     CLASS II
 FP0436
 FP0436.The horizontal coordinates were scaled from a topographic map and have
 FP0436.an estimated accuracy of +/- 6 seconds.
 FP0436
 FP0436.The orthometric height was determined by differential leveling
 FP0436.and adjusted by the National Geodetic Survey in June 1991..
 FP0436
 FP0436.The geoid height was determined by GEOID03.
 FP0436
 FP0436.The dynamic height is computed by dividing the NAVD 88
 FP0436.geopotential number by the normal gravity value computed on the
 FP0436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0436.degrees latitude (g = 980.6199 gals.).
 FP0436
 FP0436.The modeled gravity was interpolated from observed gravity values.
 FP0436
 FP0436;                    North         East    Units  Estimated Accuracy
 FP0436;SPC NM W     -   538,580.      746,650.      MT  (+/- 180 meters Scaled)
 FP0436
 FP0436                          SUPERSEDED SURVEY CONTROL
 FP0436
 FP0436.No superseded survey control is available for this station.
 FP0436
 FP0436_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYE026699(NAD 83)
 FP0436_MARKER: I = METAL ROD
 FP0436_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FP0436_SP_SET: STAINLESS STEEL ROD
 FP0436_STAMPING: L 435 1984
 FP0436_MARK LOGO: NGS   
 FP0436_PROJECTION: FLUSH
 FP0436_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FP0436_ROD/PIPE-DEPTH: 7.0  meters
 FP0436
 FP0436  HISTORY     - Date     Condition        Report By
 FP0436  HISTORY     - 1984     MONUMENTED       NGS
 FP0436
 FP0436                          STATION DESCRIPTION
 FP0436
 FP0436'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FP0436'37.2 KM (23.15 MI) NORT FROM GALLUP.
 FP0436'37.2 KM (23.15 MI) NORTHERLY ALONG U.S. HIGHWAY 666 FROM ITS JUNCTION
 FP0436'WITH INTERSTATE HIGHWAY 40 IN GALLUP, 13.1 KM (8.15 MI) NORTH OF THE
 FP0436'INTERSECTION OF COUNTY ROAD 9 LEADING EAST, 0.5 KM (0.3 MI) SOUTH OF
 FP0436'THE INTERSECTION OF A PAVED ROAD LEADING WEST, 0.3 KM (0.2 MI) NORTH
 FP0436'OF THE INTERSECTION OF A PAVED ROAD LEADING NORTHWEST TO TOHATCHI,
 FP0436'40.0 METERS (131.2 FT) WEST OF MILEPOST 24, 30.5 METERS (100.1 FT)
 FP0436'WEST OF THE CENTERLINE OF THE HIGHWAY, AND 22.3 METERS (73.2 FT)
 FP0436'WEST-NORTHWEST OF THE NORTH END OF A GUARD RAIL.  NOTE=ACCESS TO THE
 FP0436'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 FP0436'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST AND FENCE
 FP0436'THE MARK IS 1.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GO0162 ***********************************************************************
 GO0162  DESIGNATION -  L 436
 GO0162  PID         -  GO0162
 GO0162  STATE/COUNTY-  NM/SAN JUAN
 GO0162  USGS QUAD   -  SHEEP SPRINGS (1966)
 GO0162
 GO0162                         *CURRENT SURVEY CONTROL
 GO0162  ___________________________________________________________________
 GO0162* NAD 83(1986)-  36 10 43.     (N)    108 42 44.     (W)     SCALED    
 GO0162* NAVD 88     -      1772.860  (meters)    5816.46   (feet)  ADJUSTED  
 GO0162  ___________________________________________________________________
 GO0162  GEOID HEIGHT-         -20.74  (meters)                     GEOID03
 GO0162  DYNAMIC HT  -        1770.561 (meters)    5808.92  (feet)  COMP
 GO0162  MODELED GRAV-     979,273.0   (mgal)                       NAVD 88
 GO0162
 GO0162  VERT ORDER  -  FIRST     CLASS II
 GO0162
 GO0162.The horizontal coordinates were scaled from a topographic map and have
 GO0162.an estimated accuracy of +/- 6 seconds.
 GO0162
 GO0162.The orthometric height was determined by differential leveling
 GO0162.and adjusted by the National Geodetic Survey in June 1991..
 GO0162
 GO0162.The geoid height was determined by GEOID03.
 GO0162
 GO0162.The dynamic height is computed by dividing the NAVD 88
 GO0162.geopotential number by the normal gravity value computed on the
 GO0162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GO0162.degrees latitude (g = 980.6199 gals.).
 GO0162
 GO0162.The modeled gravity was interpolated from observed gravity values.
 GO0162
 GO0162;                    North         East    Units  Estimated Accuracy
 GO0162;SPC NM W     -   574,700.      750,940.      MT  (+/- 180 meters Scaled)
 GO0162
 GO0162                          SUPERSEDED SURVEY CONTROL
 GO0162
 GO0162.No superseded survey control is available for this station.
 GO0162
 GO0162_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYF057061(NAD 83)
 GO0162_MARKER: I = METAL ROD
 GO0162_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 GO0162+WITH SETTING: INFORMATION.
 GO0162_SP_SET: SHALLOW SET METAL ROD
 GO0162_STAMPING: L 436 1984
 GO0162_MARK LOGO: NGS   
 GO0162_PROJECTION: FLUSH
 GO0162_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GO0162_ROD/PIPE-DEPTH: 1.8  meters
 GO0162
 GO0162  HISTORY     - Date     Condition        Report By
 GO0162  HISTORY     - 1984     MONUMENTED       NGS
 GO0162
 GO0162                          STATION DESCRIPTION
 GO0162
 GO0162'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 GO0162'66.9 KM (41.55 MI) SOUT FROM SHIPROCK.
 GO0162'66.9 KM (41.55 MI) SOUTHERLY ALONG U.S. HIGHWAY 666 FROM ITS JUNCTION
 GO0162'WITH STATE HIGHWAY 504 IN SHIPROCK, 17.3 KM (10.75 MI) SOUTH OF THE
 GO0162'INTERSECTION OF COUNTY ROAD 5, 3.8 KM (2.35 MI) NORTH OF THE
 GO0162'INTERSECTION OF STATE HIGHWAY 134, 57.6 METERS (189.0 FT) EAST OF THE
 GO0162'CENTERLINE OF THE HIGHWAY, 26.8 METERS (87.9 FT) NORTH-NORTHWEST OF A
 GO0162'UTILITY POLE, 23.5 METERS (77.1 FT) SOUTH OF A UTILITY POLE,
 GO0162'19.2 METERS (63.0 FT) SOUTH-SOUTHWEST OF THE CENTER OF A CATTLE GUARD
 GO0162'AND DIRT ROAD LEADING NORTHEAST, AND 5.8 METERS (19.2 FT) SOUTH OF A
 GO0162'FENCE CORNER.  NOTE=REFUSAL WAS REACHED AT 6.0 FEET.  ACCESS TO THE
 GO0162'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 GO0162'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST AND FENCE
 GO0162'THE MARK IS 2.7 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0613 ***********************************************************************
 GM0613  DESIGNATION -  L 437
 GM0613  PID         -  GM0613
 GM0613  STATE/COUNTY-  NM/TAOS
 GM0613  USGS QUAD   -  TAOS JUNCTION (1995)
 GM0613
 GM0613                         *CURRENT SURVEY CONTROL
 GM0613  ___________________________________________________________________
 GM0613* NAD 83(1986)-  36 19 47.     (N)    105 58 31.     (W)     SCALED    
 GM0613* NAVD 88     -      2041.019  (meters)    6696.24   (feet)  ADJUSTED  
 GM0613  ___________________________________________________________________
 GM0613  GEOID HEIGHT-         -18.28  (meters)                     GEOID03
 GM0613  DYNAMIC HT  -        2038.277 (meters)    6687.25  (feet)  COMP
 GM0613  MODELED GRAV-     979,216.1   (mgal)                       NAVD 88
 GM0613
 GM0613  VERT ORDER  -  FIRST     CLASS II
 GM0613
 GM0613.The horizontal coordinates were scaled from a topographic map and have
 GM0613.an estimated accuracy of +/- 6 seconds.
 GM0613
 GM0613.The orthometric height was determined by differential leveling
 GM0613.and adjusted by the National Geodetic Survey in June 1991..
 GM0613
 GM0613.The geoid height was determined by GEOID03.
 GM0613
 GM0613.The dynamic height is computed by dividing the NAVD 88
 GM0613.geopotential number by the normal gravity value computed on the
 GM0613.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GM0613.degrees latitude (g = 980.6199 gals.).
 GM0613
 GM0613.The modeled gravity was interpolated from observed gravity values.
 GM0613
 GM0613;                    North         East    Units  Estimated Accuracy
 GM0613;SPC NM C     -   591,130.      524,660.      MT  (+/- 180 meters Scaled)
 GM0613
 GM0613                          SUPERSEDED SURVEY CONTROL
 GM0613
 GM0613.No superseded survey control is available for this station.
 GM0613
 GM0613_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDA124209(NAD 83)
 GM0613_MARKER: I = METAL ROD
 GM0613_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 GM0613+WITH SETTING: INFORMATION.
 GM0613_SP_SET: SHALLOW-SET METAL ROD
 GM0613_STAMPING: L 437 1984
 GM0613_MARK LOGO: NGS   
 GM0613_PROJECTION: FLUSH
 GM0613_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GM0613_ROD/PIPE-DEPTH: 2.5  meters
 GM0613
 GM0613  HISTORY     - Date     Condition        Report By
 GM0613  HISTORY     - 1984     MONUMENTED       NGS
 GM0613
 GM0613                          STATION DESCRIPTION
 GM0613
 GM0613'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 GM0613'9.0 KM (5.6 MI) SOUTH FROM TAOS JUNCTION.
 GM0613'9.0 KM (5.6 MI) SOUTHERLY ALONG U.S. HIGHWAY 285 FROM ITS JUNCTION
 GM0613'WITH STATE HIGHWAY 96 IN TAOS JUNCTION, 64.9 M (212.9 FT) EAST OF
 GM0613'MILEPOST 358, 30.0 M (98.4 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 GM0613'14.0 M (45.9 FT) SOUTHEAST OF REFERENCE MARK (COMANCHE NO 3), AND 10.7
 GM0613'M (35.1 FT) WEST OF THE CENTER OF A CATTLE GUARD AND FOREST SERVICE
 GM0613'ROAD NUMBER 558.  NOTE=REFUSAL WAS REACHED AT 8.0 FT.  ACCESS TO THE
 GM0613'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 GM0613'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST AND FENCE
 GM0613'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0883 ***********************************************************************
 FO0883  DESIGNATION -  L 438
 FO0883  PID         -  FO0883
 FO0883  STATE/COUNTY-  NM/SANDOVAL
 FO0883  USGS QUAD   -  SANTO DOMINGO PUEBLO (1993)
 FO0883
 FO0883                         *CURRENT SURVEY CONTROL
 FO0883  ___________________________________________________________________
 FO0883* NAD 83(1986)-  35 30 52.     (N)    106 20 42.     (W)     SCALED    
 FO0883* NAVD 88     -      1600.713  (meters)    5251.67   (feet)  ADJUSTED  
 FO0883  ___________________________________________________________________
 FO0883  GEOID HEIGHT-         -20.51  (meters)                     GEOID03
 FO0883  DYNAMIC HT  -        1598.525 (meters)    5244.49  (feet)  COMP
 FO0883  MODELED GRAV-     979,211.9   (mgal)                       NAVD 88
 FO0883
 FO0883  VERT ORDER  -  FIRST     CLASS II
 FO0883
 FO0883.The horizontal coordinates were scaled from a topographic map and have
 FO0883.an estimated accuracy of +/- 6 seconds.
 FO0883
 FO0883.The orthometric height was determined by differential leveling
 FO0883.and adjusted by the National Geodetic Survey in June 1991..
 FO0883
 FO0883.The geoid height was determined by GEOID03.
 FO0883
 FO0883.The dynamic height is computed by dividing the NAVD 88
 FO0883.geopotential number by the normal gravity value computed on the
 FO0883.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0883.degrees latitude (g = 980.6199 gals.).
 FO0883
 FO0883.The modeled gravity was interpolated from observed gravity values.
 FO0883
 FO0883;                    North         East    Units  Estimated Accuracy
 FO0883;SPC NM C     -   500,650.      491,380.      MT  (+/- 180 meters Scaled)
 FO0883
 FO0883                          SUPERSEDED SURVEY CONTROL
 FO0883
 FO0883.No superseded survey control is available for this station.
 FO0883
 FO0883_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV780309(NAD 83)
 FO0883_MARKER: DB = BENCH MARK DISK
 FO0883_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 FO0883_SP_SET: PIER
 FO0883_STAMPING: L 438 1984
 FO0883_MARK LOGO: NGS   
 FO0883_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FO0883+STABILITY: POSITION/ELEVATION WELL
 FO0883
 FO0883  HISTORY     - Date     Condition        Report By
 FO0883  HISTORY     - 1984     MONUMENTED       NGS
 FO0883
 FO0883                          STATION DESCRIPTION
 FO0883
 FO0883'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FO0883'2.2 KM (1.35 MI) SW FROM DOMINGO.
 FO0883'2.2 KM (1.35 MI) SOUTHWEST ALONG THE ATCHISON TOPEKA AND SANTA FE
 FO0883'RAILROAD FROM THE SANTO DOMINGO INDIAN TRADING POST IN DOMINGO, SET
 FO0883'VERTICALLY IN THE EAST FACE OF THE MOST EASTERLY 1 OF 2 COLUMNS OF THE
 FO0883'FIRST PIER NORTH OF THE NEAR RAIL (OF THE STATE HIGHWAY 22 OVERPASS
 FO0883'BRIDGE), 5.8 M (19.0 FT) EAST OF THE CENTER OF THE HIGHWAY, AND 5.0 M
 FO0883'(16.4 FT) NORTH OF THE NEAR RAIL.
 FO0883'THE MARK IS 1.6 M ABOVE THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0416 ***********************************************************************
 FN0416  DESIGNATION -  L 439
 FN0416  PID         -  FN0416
 FN0416  STATE/COUNTY-  NM/SANTA FE
 FN0416  USGS QUAD   -  TESUQUE (1993)
 FN0416
 FN0416                         *CURRENT SURVEY CONTROL
 FN0416  ___________________________________________________________________
 FN0416* NAD 83(1986)-  35 45 57.     (N)    105 56 41.     (W)     SCALED    
 FN0416* NAVD 88     -      2078.566  (meters)    6819.43   (feet)  ADJUSTED  
 FN0416  ___________________________________________________________________
 FN0416  GEOID HEIGHT-         -18.30  (meters)                     GEOID03
 FN0416  DYNAMIC HT  -        2075.713 (meters)    6810.07  (feet)  COMP
 FN0416  MODELED GRAV-     979,185.6   (mgal)                       NAVD 88
 FN0416
 FN0416  VERT ORDER  -  FIRST     CLASS II
 FN0416
 FN0416.The horizontal coordinates were scaled from a topographic map and have
 FN0416.an estimated accuracy of +/- 6 seconds.
 FN0416
 FN0416.The orthometric height was determined by differential leveling
 FN0416.and adjusted by the National Geodetic Survey in June 1991..
 FN0416
 FN0416.The geoid height was determined by GEOID03.
 FN0416
 FN0416.The dynamic height is computed by dividing the NAVD 88
 FN0416.geopotential number by the normal gravity value computed on the
 FN0416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FN0416.degrees latitude (g = 980.6199 gals.).
 FN0416
 FN0416.The modeled gravity was interpolated from observed gravity values.
 FN0416
 FN0416;                    North         East    Units  Estimated Accuracy
 FN0416;SPC NM C     -   528,580.      527,600.      MT  (+/- 180 meters Scaled)
 FN0416
 FN0416                          SUPERSEDED SURVEY CONTROL
 FN0416
 FN0416.No superseded survey control is available for this station.
 FN0416
 FN0416_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV146583(NAD 83)
 FN0416_MARKER: I = METAL ROD
 FN0416_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 FN0416_SP_SET: STAINLESS STEEL ROD
 FN0416_STAMPING: L 439 1984
 FN0416_MARK LOGO: NGS   
 FN0416_PROJECTION: FLUSH
 FN0416_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FN0416_ROD/PIPE-DEPTH: 7.9  meters
 FN0416
 FN0416  HISTORY     - Date     Condition        Report By
 FN0416  HISTORY     - 1984     MONUMENTED       NGS
 FN0416
 FN0416                          STATION DESCRIPTION
 FN0416
 FN0416'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 FN0416'10.6 KM (6.6 MI) NORTH FROM SANTA FE.
 FN0416'10.6 KM (6.6 MI) NORTHERLY ALONG U.S. HIGHWAY 285 (ST. FRANCIS DRIVE)
 FN0416'FROM ITS JUNCTION WITH U.S. HIGHWAY 85 (CERRILLOS ROAD) IN SANTA FE,
 FN0416'2.9 KM (1.8 MI) SOUTH OF THE JUNCTION OF STATE HIGHWAY 22, 40.8 M
 FN0416'(133.9 FT) WEST OF THE CENTERLINE OF THE SOUTH BOUND LANES THE
 FN0416'HIGHWAY, AND 20.4 M (66.9 FT) SOUTHEAST OF THE CENTER OF A PAVED DRIVE
 FN0416'LEADING SOUTHWEST TO THE SANTA FE OPERA THEATER.  NOTE=ACCESS TO THE
 FN0416'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 FN0416'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST AND FENCE
 FN0416'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0146 ***********************************************************************
 ER0146  DESIGNATION -  L 44
 ER0146  PID         -  ER0146
 ER0146  STATE/COUNTY-  NM/CIBOLA
 ER0146  USGS QUAD   -  FENCE LAKE SW (1972)
 ER0146
 ER0146                         *CURRENT SURVEY CONTROL
 ER0146  ___________________________________________________________________
 ER0146* NAD 83(1986)-  34 36 04.     (N)    108 38 12.     (W)     SCALED    
 ER0146* NAVD 88     -      2110.380  (meters)    6923.81   (feet)  ADJUSTED  
 ER0146  ___________________________________________________________________
 ER0146  GEOID HEIGHT-         -21.64  (meters)                     GEOID03
 ER0146  DYNAMIC HT  -        2107.246 (meters)    6913.52  (feet)  COMP
 ER0146  MODELED GRAV-     979,074.2   (mgal)                       NAVD 88
 ER0146
 ER0146  VERT ORDER  -  SECOND    CLASS 0
 ER0146
 ER0146.The horizontal coordinates were scaled from a topographic map and have
 ER0146.an estimated accuracy of +/- 6 seconds.
 ER0146
 ER0146.The orthometric height was determined by differential leveling
 ER0146.and adjusted by the National Geodetic Survey in June 1991..
 ER0146
 ER0146.The geoid height was determined by GEOID03.
 ER0146
 ER0146.The dynamic height is computed by dividing the NAVD 88
 ER0146.geopotential number by the normal gravity value computed on the
 ER0146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0146.degrees latitude (g = 980.6199 gals.).
 ER0146
 ER0146.The modeled gravity was interpolated from observed gravity values.
 ER0146
 ER0146;                    North         East    Units  Estimated Accuracy
 ER0146;SPC NM W     -   399,630.      756,320.      MT  (+/- 180 meters Scaled)
 ER0146
 ER0146                          SUPERSEDED SURVEY CONTROL
 ER0146
 ER0146  NGVD 29 (??/??/92) 2109.431  (m)         6920.69   (f) ADJ UNCH    2 0
 ER0146
 ER0146.Superseded values are not recommended for survey control.
 ER0146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0146.See file dsdata.txt to determine how the superseded data were derived.
 ER0146
 ER0146_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYD167313(NAD 83)
 ER0146_MARKER: DB = BENCH MARK DISK
 ER0146_SETTING: 80 = SET IN A BOULDER
 ER0146_SP_SET: BOULDER
 ER0146_STAMPING: L 44 1934
 ER0146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0146+STABILITY: SURFACE MOTION
 ER0146
 ER0146  HISTORY     - Date     Condition        Report By
 ER0146  HISTORY     - 1934     MONUMENTED       CGS
 ER0146  HISTORY     - 1972     GOOD             NGS
 ER0146
 ER0146                          STATION DESCRIPTION
 ER0146
 ER0146'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ER0146'12.2 MI S FROM ATARQUE.
 ER0146'12.2 MI. S. ALONG SALT LAKE AND QUEMADO ROAD.  AT PLACE WHERE ROAD
 ER0146'PASSES OVER RIDGE AND DROPS DOWN INTO VALLEY, 110 FEET WEST OF ROAD
 ER0146'AND IN LARGE BOULDER IN EAST EDGE OF SANDSTONE OUTCROP.
 ER0146
 ER0146                          STATION RECOVERY (1972)
 ER0146
 ER0146'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 ER0146'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0402 ***********************************************************************
 GN0402  DESIGNATION -  L 440
 GN0402  PID         -  GN0402
 GN0402  STATE/COUNTY-  NM/RIO ARRIBA
 GN0402  USGS QUAD   -  SAN JUAN PUEBLO (1977)
 GN0402
 GN0402                         *CURRENT SURVEY CONTROL
 GN0402  ___________________________________________________________________
 GN0402* NAD 83(1986)-  36 05 03.     (N)    106 07 18.     (W)     SCALED    
 GN0402* NAVD 88     -      1739.240  (meters)    5706.16   (feet)  ADJUSTED  
 GN0402  ___________________________________________________________________
 GN0402  GEOID HEIGHT-         -19.10  (meters)                     GEOID03
 GN0402  DYNAMIC HT  -        1736.909 (meters)    5698.51  (feet)  COMP
 GN0402  MODELED GRAV-     979,231.9   (mgal)                       NAVD 88
 GN0402
 GN0402  VERT ORDER  -  FIRST     CLASS II
 GN0402
 GN0402.The horizontal coordinates were scaled from a topographic map and have
 GN0402.an estimated accuracy of +/- 6 seconds.
 GN0402
 GN0402.The orthometric height was determined by differential leveling
 GN0402.and adjusted by the National Geodetic Survey in June 1991..
 GN0402
 GN0402.The geoid height was determined by GEOID03.
 GN0402
 GN0402.The dynamic height is computed by dividing the NAVD 88
 GN0402.geopotential number by the normal gravity value computed on the
 GN0402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GN0402.degrees latitude (g = 980.6199 gals.).
 GN0402
 GN0402.The modeled gravity was interpolated from observed gravity values.
 GN0402
 GN0402;                    North         East    Units  Estimated Accuracy
 GN0402;SPC NM C     -   563,860.      511,560.      MT  (+/- 180 meters Scaled)
 GN0402
 GN0402                          SUPERSEDED SURVEY CONTROL
 GN0402
 GN0402.No superseded survey control is available for this station.
 GN0402
 GN0402_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV990938(NAD 83)
 GN0402_MARKER: I = METAL ROD
 GN0402_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GN0402_SP_SET: STAINLESS STEEL ROD
 GN0402_STAMPING: L 440 1984
 GN0402_MARK LOGO: NGS   
 GN0402_PROJECTION: FLUSH
 GN0402_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GN0402_ROD/PIPE-DEPTH: 6.7  meters
 GN0402
 GN0402  HISTORY     - Date     Condition        Report By
 GN0402  HISTORY     - 1984     MONUMENTED       NGS
 GN0402  HISTORY     - 20060226 MARK NOT FOUND   GEOCAC
 GN0402
 GN0402                          STATION DESCRIPTION
 GN0402
 GN0402'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 GN0402'14.6 KM (9.1 MI) NORTH FROM ESPANOLA.
 GN0402'14.6 KM (9.05 MI) NORTHERLY ALONG U.S. HIGHWAY 285 FROM ITS JUNCTION
 GN0402'WITH STATE HIGHWAY 68 IN ESPANOLA, 1.6 KM (1.0 MI) NORTHWEST OF THE
 GN0402'JUNCTION OF STATE HIGHWAY 76, 25.5 M (83.7 FT) WEST OF THE NORTHEAST
 GN0402'CORNER OF A ROCK WALL AROUND A HOUSE, 18.4 M (60.4 FT) SOUTH OF THE
 GN0402'CENTERLINE OF THE HIGHWAY, AND 7.8 M (25.6 FT) WEST OF THE CENTER OF A
 GN0402'GATE AND FIELD ENTRANCE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A
 GN0402'5-INCH LOGO CAP.
 GN0402'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST AND FENCE
 GN0402'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 GN0402
 GN0402                          STATION RECOVERY (2006)
 GN0402
 GN0402'RECOVERY NOTE BY GEOCACHING 2006 (BMC)
 GN0402'THERE IS A GAS PIPELINE RUNNING ALONG THE RIGHT OF WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0593 ***********************************************************************
 GM0593  FBN         -  This is a Federal Base Network Control Station.
 GM0593  DESIGNATION -  L 441
 GM0593  PID         -  GM0593
 GM0593  STATE/COUNTY-  NM/RIO ARRIBA
 GM0593  USGS QUAD   -  TRES PIEDRAS (1963)
 GM0593
 GM0593                         *CURRENT SURVEY CONTROL
 GM0593  ___________________________________________________________________
 GM0593* NAD 83(1992)-  36 41 21.70045(N)    105 58 36.69077(W)     ADJUSTED  
 GM0593* NAVD 88     -      2492.750  (meters)    8178.30   (feet)  ADJUSTED  
 GM0593  ___________________________________________________________________
 GM0593  X           -  -1,410,004.754 (meters)                     COMP
 GM0593  Y           -  -4,924,777.222 (meters)                     COMP
 GM0593  Z           -   3,791,284.888 (meters)                     COMP
 GM0593  LAPLACE CORR-          -4.72  (seconds)                    DEFLEC99
 GM0593  ELLIP HEIGHT-        2475.81  (meters)          (05/26/00) GPS OBS
 GM0593  GEOID HEIGHT-         -16.94  (meters)                     GEOID03
 GM0593  DYNAMIC HT  -        2489.264 (meters)    8166.86  (feet)  COMP
 GM0593  MODELED GRAV-     979,143.0   (mgal)                       NAVD 88
 GM0593
 GM0593  HORZ ORDER  -  B
 GM0593  VERT ORDER  -  FIRST     CLASS II
 GM0593  ELLP ORDER  -  SECOND    CLASS I
 GM0593
 GM0593.The horizontal coordinates were established by GPS observations
 GM0593.and adjusted by the National Geodetic Survey in May 1992..
 GM0593
 GM0593.The orthometric height was determined by differential leveling
 GM0593.and adjusted by the National Geodetic Survey in June 1991..
 GM0593
 GM0593.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GM0593
 GM0593.The Laplace correction was computed from DEFLEC99 derived deflections.
 GM0593
 GM0593.The ellipsoidal height was determined by GPS observations
 GM0593.and is referenced to NAD 83.
 GM0593
 GM0593.The geoid height was determined by GEOID03.
 GM0593
 GM0593.The dynamic height is computed by dividing the NAVD 88
 GM0593.geopotential number by the normal gravity value computed on the
 GM0593.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GM0593.degrees latitude (g = 980.6199 gals.).
 GM0593
 GM0593.The modeled gravity was interpolated from observed gravity values.
 GM0593
 GM0593;                    North         East     Units Scale Factor Converg.
 GM0593;SPC NM C     -   631,035.253   524,408.909   MT  0.99990734   +0 09 47.5
 GM0593;SPC NM C     - 2,070,321.49  1,720,498.23   sFT  0.99990734   +0 09 47.5
 GM0593;UTM  13      - 4,060,857.626   412,729.449   MT  0.99969383   -0 35 01.3
 GM0593
 GM0593!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GM0593!SPC NM C     -   0.99961160  x   0.99990734  =   0.99951898
 GM0593!UTM  13      -   0.99961160  x   0.99969383  =   0.99930555
 GM0593
 GM0593                          SUPERSEDED SURVEY CONTROL
 GM0593
 GM0593  ELLIP H (12/21/93) 2475.83   (m)                       GP(       ) 4 1
 GM0593  NAD 83(1986)-  36 41 21.70426(N)    105 58 36.69830(W) AD(       ) 1
 GM0593  NAD 27      -  36 41 21.63519(N)    105 58 34.61479(W) AD(       ) 1
 GM0593  NAVD 88 (05/26/92) 2492.75   (m)         8178.3    (f) LEVELING    3  
 GM0593  NGVD 29 (03/22/89) 2491.45   (m)         8174.0    (f) LEVELING    3  
 GM0593
 GM0593.Superseded values are not recommended for survey control.
 GM0593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0593.See file dsdata.txt to determine how the superseded data were derived.
 GM0593
 GM0593_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDA1272960858(NAD 83)
 GM0593_MARKER: F = FLANGE-ENCASED ROD
 GM0593_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 GM0593_SP_SET: STAINLESS STEEL ROD
 GM0593_STAMPING: L 441 1984
 GM0593_MARK LOGO: NGS   
 GM0593_PROJECTION: FLUSH
 GM0593_MAGNETIC: N = NO MAGNETIC MATERIAL
 GM0593_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GM0593_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GM0593+SATELLITE: SATELLITE OBSERVATIONS - December 16, 1998
 GM0593_ROD/PIPE-DEPTH: 8.2  meters
 GM0593
 GM0593  HISTORY     - Date     Condition        Report By
 GM0593  HISTORY     - 1984     MONUMENTED       NGS
 GM0593  HISTORY     - 19880518 GOOD             NGS
 GM0593  HISTORY     - 19960619 GOOD             CHANCE
 GM0593  HISTORY     - 19981216 GOOD             NGS
 GM0593  HISTORY     - 20050616 GOOD             INDIV
 GM0593
 GM0593                          STATION DESCRIPTION
 GM0593
 GM0593'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 GM0593'5.0 KM (3.1 MI) NORTH FROM TRES PIEDRAS.
 GM0593'5.0 KM (3.1 MI) NORTHERLY ALONG U.S. HIGHWAY 285 FROM ITS JUNCTION
 GM0593'WITH U.S. HIGHWAY 64 IN TRES PIERDAS, 0.2 KM (0.1 MI) NORTH OF
 GM0593'MILEPOST 387, 29.3 M (96.1 FT) EAST OF THE CENTERLINE OF THE HIGHWAY,
 GM0593'AND 5.9 M (19.4 FT) SOUTH OF THE CENTER OF A GATE AND TRACK ROAD
 GM0593'LEADING EAST.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 GM0593'CAP.
 GM0593'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST AND FENCE
 GM0593'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 GM0593
 GM0593                          STATION RECOVERY (1988)
 GM0593
 GM0593'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 GM0593'RECOVERED IN GOOD CONDITION.
 GM0593
 GM0593                          STATION RECOVERY (1996)
 GM0593
 GM0593'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (MFY)
 GM0593'RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 GM0593
 GM0593                          STATION RECOVERY (1998)
 GM0593
 GM0593'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (WAS)
 GM0593'THE STATION IS LOCATED ABOUT 3 MI (4.8 KM) NORTH OF TRES PIEDRAS, ON
 GM0593'THE EAST SIDE OF US HIGHWAY 285.  OWNERSHIP--NEW MEXICO STATE HIGHWAY
 GM0593'AND TRANSPORTATION DEPARTMENT - RIGHT OF WAY, TELEPHONE 800-432-4269,
 GM0593'1120 CERRILLOS ROAD, SANTA FE NM 87504.  TO REACH THE STATION FROM THE
 GM0593'INTERSECTION OF US HIGHWAYS 285 AND 64 IN TRES PIEDRAS, GO NORTH ON
 GM0593'HIGHWAY 285 FOR 3.1 MI (5.0 KM) TO THE STATION ON THE RIGHT, 0.1 MI
 GM0593'(0.2 KM) NORTH OF MILEPOST 387.  THE STATION IS A PUNCH MARK ON THE
 GM0593'TOP OF A STAINLESS STEEL ROD THAT IS ACCESSED THROUGH AN ALUMINUM LOGO
 GM0593'CAP.  LOCATED 29.3 M (96.1 FT) EAST OF THE CENTERLINE OF THE HIGHWAY,
 GM0593'5.9 M (19.4 FT) SOUTH OF THE CENTER OF A GATE AND A TRACK ROAD LEADING
 GM0593'EAST FROM THE HIGHWAY AND 0.3 M (1.0 FT) WEST FROM A WITNESS POST IN A
 GM0593'NORTH-SOUTH FENCE.
 GM0593
 GM0593                          STATION RECOVERY (2005)
 GM0593
 GM0593'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (BHI)
 GM0593'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS1118 ***********************************************************************
 DS1118  DESIGNATION -  L 443
 DS1118  PID         -  DS1118
 DS1118  STATE/COUNTY-  NM/OTERO
 DS1118  USGS QUAD   -  TULAROSA PEAK (1981)
 DS1118
 DS1118                         *CURRENT SURVEY CONTROL
 DS1118  ___________________________________________________________________
 DS1118* NAD 83(1986)-  33 04 54.     (N)    106 12 05.     (W)     SCALED    
 DS1118* NAVD 88     -      1243.579  (meters)    4079.98   (feet)  ADJUSTED  
 DS1118  ___________________________________________________________________
 DS1118  GEOID HEIGHT-         -22.79  (meters)                     GEOID03
 DS1118  DYNAMIC HT  -        1241.793 (meters)    4074.12  (feet)  COMP
 DS1118  MODELED GRAV-     979,158.3   (mgal)                       NAVD 88
 DS1118
 DS1118  VERT ORDER  -  FIRST     CLASS I
 DS1118
 DS1118.The horizontal coordinates were scaled from a topographic map and have
 DS1118.an estimated accuracy of +/- 6 seconds.
 DS1118
 DS1118.The orthometric height was determined by differential leveling
 DS1118.and adjusted by the National Geodetic Survey in June 1991..
 DS1118
 DS1118.The geoid height was determined by GEOID03.
 DS1118
 DS1118.The dynamic height is computed by dividing the NAVD 88
 DS1118.geopotential number by the normal gravity value computed on the
 DS1118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS1118.degrees latitude (g = 980.6199 gals.).
 DS1118
 DS1118.The modeled gravity was interpolated from observed gravity values.
 DS1118
 DS1118;                    North         East    Units  Estimated Accuracy
 DS1118;SPC NM C     -   230,810.      504,540.      MT  (+/- 180 meters Scaled)
 DS1118
 DS1118                          SUPERSEDED SURVEY CONTROL
 DS1118
 DS1118.No superseded survey control is available for this station.
 DS1118
 DS1118_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS878609(NAD 83)
 DS1118_MARKER: I = METAL ROD
 DS1118_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DS1118_SP_SET: STAINLESS STEEL ROD
 DS1118_STAMPING: L 443 1986
 DS1118_MARK LOGO: NGS   
 DS1118_PROJECTION: FLUSH
 DS1118_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DS1118_ROD/PIPE-DEPTH: 10.4 meters
 DS1118
 DS1118  HISTORY     - Date     Condition        Report By
 DS1118  HISTORY     - 1986     MONUMENTED       NGS
 DS1118
 DS1118                          STATION DESCRIPTION
 DS1118
 DS1118'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 DS1118'17.9 KM (11.1 MI) WEST FROM TULAROSA.
 DS1118'12.9 KM (8.0 MI) WEST OF THE POST OFFICE IN TULAROSA ALONG THE OLD
 DS1118'HIGHWAY 52 TO THE TULA GATE, THENCE 5.0 KM (3.1 MI) WEST OF THE TULA
 DS1118'GATE ALONG WSMR ROUTE 6, 19.6 METERS (64.3 FT) NORTH OF THE CENTERLINE
 DS1118'OF THE ROAD.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO
 DS1118'CAP.
 DS1118'THE MARK IS 0.9 METERS  E FROM  A WITNESS POST
 DS1118'THE MARK IS 0.6 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0090 ***********************************************************************
 ER0090  DESIGNATION -  L 45
 ER0090  PID         -  ER0090
 ER0090  STATE/COUNTY-  NM/CATRON
 ER0090  USGS QUAD   -  PONDEROSA TANK (1981)
 ER0090
 ER0090                         *CURRENT SURVEY CONTROL
 ER0090  ___________________________________________________________________
 ER0090* NAD 83(1986)-  34 14 08.     (N)    108 38 23.     (W)     SCALED    
 ER0090* NAVD 88     -      2209.818  (meters)    7250.04   (feet)  ADJUSTED  
 ER0090  ___________________________________________________________________
 ER0090  GEOID HEIGHT-         -21.66  (meters)                     GEOID03
 ER0090  DYNAMIC HT  -        2206.410 (meters)    7238.86  (feet)  COMP
 ER0090  MODELED GRAV-     979,014.1   (mgal)                       NAVD 88
 ER0090
 ER0090  VERT ORDER  -  SECOND    CLASS 0
 ER0090
 ER0090.The horizontal coordinates were scaled from a topographic map and have
 ER0090.an estimated accuracy of +/- 6 seconds.
 ER0090
 ER0090.The orthometric height was determined by differential leveling
 ER0090.and adjusted by the National Geodetic Survey in June 1991..
 ER0090
 ER0090.The geoid height was determined by GEOID03.
 ER0090
 ER0090.The dynamic height is computed by dividing the NAVD 88
 ER0090.geopotential number by the normal gravity value computed on the
 ER0090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0090.degrees latitude (g = 980.6199 gals.).
 ER0090
 ER0090.The modeled gravity was interpolated from observed gravity values.
 ER0090
 ER0090;                    North         East    Units  Estimated Accuracy
 ER0090;SPC NM W     -   359,080.      755,710.      MT  (+/- 180 meters Scaled)
 ER0090
 ER0090                          SUPERSEDED SURVEY CONTROL
 ER0090
 ER0090  NGVD 29 (??/??/92) 2208.855  (m)         7246.89   (f) ADJ UNCH    2 0
 ER0090
 ER0090.Superseded values are not recommended for survey control.
 ER0090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0090.See file dsdata.txt to determine how the superseded data were derived.
 ER0090
 ER0090_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYC173907(NAD 83)
 ER0090_MARKER: DB = BENCH MARK DISK
 ER0090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ER0090_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ER0090_STAMPING: L 45 1934
 ER0090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0090+STABILITY: SURFACE MOTION
 ER0090
 ER0090  HISTORY     - Date     Condition        Report By
 ER0090  HISTORY     - 1934     MONUMENTED       CGS
 ER0090  HISTORY     - 1972     MARK NOT FOUND   NGS
 ER0090  HISTORY     - 1975     MARK NOT FOUND   USGS
 ER0090
 ER0090                          STATION DESCRIPTION
 ER0090
 ER0090'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ER0090'12.3 MI W FROM QUEMADO.
 ER0090'12.3 MILES WEST ALONG QUEMADO-APACHE CREEK HWY.  ON QUEMADO-APACHE
 ER0090'CREEK HWY., 2.8 MILES SOUTH OF INTERSECTION WITH U.S. HWY. 60, 0.4
 ER0090'MILE SOUTH OF DIM ROAD TO WEST, AND 26 FT. WEST OF CENTER LINE OF HWY.
 ER0090
 ER0090                          STATION RECOVERY (1972)
 ER0090
 ER0090'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 ER0090'MARK NOT FOUND.
 ER0090
 ER0090                          STATION RECOVERY (1975)
 ER0090
 ER0090'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 ER0090'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0156 ***********************************************************************
 ER0156  DESIGNATION -  L 46
 ER0156  PID         -  ER0156
 ER0156  STATE/COUNTY-  NM/CIBOLA
 ER0156  USGS QUAD   -  MESITA DE YESO (1972)
 ER0156
 ER0156                         *CURRENT SURVEY CONTROL
 ER0156  ___________________________________________________________________
 ER0156* NAD 83(1986)-  34 49 20.     (N)    108 39 19.     (W)     SCALED    
 ER0156* NAVD 88     -      2100.880  (meters)    6892.64   (feet)  ADJUSTED  
 ER0156  ___________________________________________________________________
 ER0156  GEOID HEIGHT-         -21.65  (meters)                     GEOID03
 ER0156  DYNAMIC HT  -        2097.729 (meters)    6882.30  (feet)  COMP
 ER0156  MODELED GRAV-     979,059.9   (mgal)                       NAVD 88
 ER0156
 ER0156  VERT ORDER  -  SECOND    CLASS 0
 ER0156
 ER0156.The horizontal coordinates were scaled from a topographic map and have
 ER0156.an estimated accuracy of +/- 6 seconds.
 ER0156
 ER0156.The orthometric height was determined by differential leveling
 ER0156.and adjusted by the National Geodetic Survey in June 1991..
 ER0156
 ER0156.The geoid height was determined by GEOID03.
 ER0156
 ER0156.The dynamic height is computed by dividing the NAVD 88
 ER0156.geopotential number by the normal gravity value computed on the
 ER0156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0156.degrees latitude (g = 980.6199 gals.).
 ER0156
 ER0156.The modeled gravity was interpolated from observed gravity values.
 ER0156
 ER0156;                    North         East    Units  Estimated Accuracy
 ER0156;SPC NM W     -   424,170.      754,810.      MT  (+/- 180 meters Scaled)
 ER0156
 ER0156                          SUPERSEDED SURVEY CONTROL
 ER0156
 ER0156  NGVD 29 (??/??/92) 2099.856  (m)         6889.28   (f) ADJ UNCH    2 0
 ER0156
 ER0156.Superseded values are not recommended for survey control.
 ER0156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0156.See file dsdata.txt to determine how the superseded data were derived.
 ER0156
 ER0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYD144558(NAD 83)
 ER0156_MARKER: DB = BENCH MARK DISK
 ER0156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ER0156_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ER0156_STAMPING: L 46 1934
 ER0156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0156+STABILITY: SURFACE MOTION
 ER0156
 ER0156  HISTORY     - Date     Condition        Report By
 ER0156  HISTORY     - 1934     MONUMENTED       CGS
 ER0156  HISTORY     - 1972     MARK NOT FOUND   NGS
 ER0156  HISTORY     - 1972     MARK NOT FOUND   USGS
 ER0156
 ER0156                          STATION DESCRIPTION
 ER0156
 ER0156'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ER0156'8.7 MI NE FROM ATARQUE.
 ER0156'8.7 MI. N.E. ON ROAD TO GRANTS 1 MILE N.E. OF RANCH HOUSE ON SOUTH
 ER0156'SIDE OF ROAD AND 15 FEET NORTH OF CENTER LINE OF ROAD.
 ER0156
 ER0156                          STATION RECOVERY (1972)
 ER0156
 ER0156'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 ER0156'MARK NOT FOUND.
 ER0156
 ER0156                          STATION RECOVERY (1972)
 ER0156
 ER0156'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 ER0156'THE ROAD IN THE DESCRIPTION IS NO LONGER IN USE AND SINCE THAT TIME
 ER0156'THERE HAVE BEEN SEVERAL ROADS USED AND THE DESCRIPTION BECOMES VERY
 ER0156'AMBIGUIOUS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0070 ***********************************************************************
 FP0070  DESIGNATION -  L 47
 FP0070  PID         -  FP0070
 FP0070  STATE/COUNTY-  NM/CIBOLA
 FP0070  USGS QUAD   -  PAXTON SPRINGS (1995)
 FP0070
 FP0070                         *CURRENT SURVEY CONTROL
 FP0070  ___________________________________________________________________
 FP0070* NAD 83(1986)-  35 02 17.     (N)    108 06 25.     (W)     SCALED    
 FP0070* NAVD 88     -      2433.441  (meters)    7983.71   (feet)  ADJUSTED  
 FP0070  ___________________________________________________________________
 FP0070  GEOID HEIGHT-         -20.19  (meters)                     GEOID03
 FP0070  DYNAMIC HT  -        2429.688 (meters)    7971.40  (feet)  COMP
 FP0070  MODELED GRAV-     979,004.2   (mgal)                       NAVD 88
 FP0070
 FP0070  VERT ORDER  -  SECOND    CLASS 0
 FP0070
 FP0070.The horizontal coordinates were scaled from a topographic map and have
 FP0070.an estimated accuracy of +/- 6 seconds.
 FP0070
 FP0070.The orthometric height was determined by differential leveling
 FP0070.and adjusted by the National Geodetic Survey in June 1991..
 FP0070
 FP0070.The geoid height was determined by GEOID03.
 FP0070
 FP0070.The dynamic height is computed by dividing the NAVD 88
 FP0070.geopotential number by the normal gravity value computed on the
 FP0070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0070.degrees latitude (g = 980.6199 gals.).
 FP0070
 FP0070.The modeled gravity was interpolated from observed gravity values.
 FP0070
 FP0070;                    North         East    Units  Estimated Accuracy
 FP0070;SPC NM W     -   447,840.      805,040.      MT  (+/- 180 meters Scaled)
 FP0070
 FP0070                          SUPERSEDED SURVEY CONTROL
 FP0070
 FP0070  NGVD 29 (??/??/92) 2432.188  (m)         7979.60   (f) ADJ UNCH    2 0
 FP0070
 FP0070.Superseded values are not recommended for survey control.
 FP0070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0070.See file dsdata.txt to determine how the superseded data were derived.
 FP0070
 FP0070_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYD639810(NAD 83)
 FP0070_MARKER: DB = BENCH MARK DISK
 FP0070_SETTING: 66 = SET IN ROCK OUTCROP
 FP0070_SP_SET: OUTCROP
 FP0070_STAMPING: L-47 1934
 FP0070_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FP0070+STABILITY: POSITION/ELEVATION WELL
 FP0070
 FP0070  HISTORY     - Date     Condition        Report By
 FP0070  HISTORY     - 1934     MONUMENTED       CGS
 FP0070  HISTORY     - 1949     MARK NOT FOUND   USGS
 FP0070
 FP0070                          STATION DESCRIPTION
 FP0070
 FP0070'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FP0070'15.4 MI E FROM EL MORRO.
 FP0070'15.4 MI EAST ALONG CUTOFF ROAD TO GRANT VIA PAXTON SPRINGS ON THE
 FP0070'CUTOFF ROAD, 2.0 MILES SOUTHWEST OF PAXTON SPRINGS, 50 FEET NORTHEAST
 FP0070'OF THE SUMMIT OF A SMALL ROCKY RIDGE THAT THE ROAD CROSSES.  30 FEET
 FP0070'SOUTH OF THE CENTERLINE OF THE ROAD AND ON THE NORTH SLOPE OF THE
 FP0070'ROCKY RIDGE.
 FP0070
 FP0070                          STATION RECOVERY (1949)
 FP0070
 FP0070'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1949
 FP0070'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0621 ***********************************************************************
 DS0621  DESIGNATION -  L 49
 DS0621  PID         -  DS0621
 DS0621  STATE/COUNTY-  NM/SOCORRO
 DS0621  USGS QUAD   -  SAN ANTONIO (1981)
 DS0621
 DS0621                         *CURRENT SURVEY CONTROL
 DS0621  ___________________________________________________________________
 DS0621* NAD 83(1986)-  33 54 04.     (N)    106 46 22.     (W)     SCALED    
 DS0621* NAVD 88     -      1455.950  (meters)    4776.73   (feet)  ADJUSTED  
 DS0621  ___________________________________________________________________
 DS0621  GEOID HEIGHT-         -22.29  (meters)                     GEOID03
 DS0621  DYNAMIC HT  -        1453.883 (meters)    4769.95  (feet)  COMP
 DS0621  MODELED GRAV-     979,166.1   (mgal)                       NAVD 88
 DS0621
 DS0621  VERT ORDER  -  FIRST     CLASS II
 DS0621
 DS0621.The horizontal coordinates were scaled from a topographic map and have
 DS0621.an estimated accuracy of +/- 6 seconds.
 DS0621
 DS0621.The orthometric height was determined by differential leveling
 DS0621.and adjusted by the National Geodetic Survey in June 1991..
 DS0621.WARNING-Repeat measurements at this control monument indicate possible
 DS0621.vertical movement.
 DS0621
 DS0621.The geoid height was determined by GEOID03.
 DS0621
 DS0621.The dynamic height is computed by dividing the NAVD 88
 DS0621.geopotential number by the normal gravity value computed on the
 DS0621.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0621.degrees latitude (g = 980.6199 gals.).
 DS0621
 DS0621.The modeled gravity was interpolated from observed gravity values.
 DS0621
 DS0621;                    North         East    Units  Estimated Accuracy
 DS0621;SPC NM C     -   321,810.      451,650.      MT  (+/- 180 meters Scaled)
 DS0621
 DS0621                          SUPERSEDED SURVEY CONTROL
 DS0621
 DS0621  NGVD 29 (??/??/92) 1455.275  (m)         4774.51   (f) ADJ UNCH    1 2
 DS0621
 DS0621.Superseded values are not recommended for survey control.
 DS0621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0621.See file dsdata.txt to determine how the superseded data were derived.
 DS0621
 DS0621_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT360526(NAD 83)
 DS0621_MARKER: DB = BENCH MARK DISK
 DS0621_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0621_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0621_STAMPING: L 49 1934
 DS0621_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0621+STABILITY: SURFACE MOTION
 DS0621
 DS0621  HISTORY     - Date     Condition        Report By
 DS0621  HISTORY     - 1934     MONUMENTED       CGS
 DS0621  HISTORY     - 1966     GOOD             NGS
 DS0621
 DS0621                          STATION DESCRIPTION
 DS0621
 DS0621'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 DS0621'5.55 MI E FROM SAN ANTONIO.
 DS0621'ABOUT 5.55 MILES EAST ALONG U.S. HIGHWAY 380 FROM THE POST OFFICE AT
 DS0621'SAN ANTONIO, IN S 6, T 5 S, R 2 E, 130 YARDS EAST OF THE CENTER OF A
 DS0621'CUT FOR THE OLD HIGHWAY BED, 280 FEET NORTH AND ACROSS A LARGE ARROYO
 DS0621'FROM THE CENTER LINE OF THE HIGHWAY, 30 FEET NORTH OF THE CENTER LINE
 DS0621'OF THE OLD HIGHWAY BED AT THE FOOT OF A LARGE EMBANKMENT, 1.0 FOOT
 DS0621'EAST OF A METAL WITNESS POST, ABOUT 5 FEET ABOVE THE LEVEL OF THE NEW
 DS0621'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0377 ***********************************************************************
 EP0377  DESIGNATION -  L 5
 EP0377  PID         -  EP0377
 EP0377  STATE/COUNTY-  NM/TORRANCE
 EP0377  USGS QUAD   -  LUCY (1978)
 EP0377
 EP0377                         *CURRENT SURVEY CONTROL
 EP0377  ___________________________________________________________________
 EP0377* NAD 83(1986)-  34 39 31.     (N)    105 49 22.     (W)     SCALED    
 EP0377* NAVD 88     -      1882.048  (meters)    6174.69   (feet)  ADJUSTED  
 EP0377  ___________________________________________________________________
 EP0377  GEOID HEIGHT-         -19.81  (meters)                     GEOID03
 EP0377  DYNAMIC HT  -        1879.359 (meters)    6165.86  (feet)  COMP
 EP0377  MODELED GRAV-     979,139.3   (mgal)                       NAVD 88
 EP0377
 EP0377  VERT ORDER  -  FIRST     CLASS II
 EP0377
 EP0377.The horizontal coordinates were scaled from a topographic map and have
 EP0377.an estimated accuracy of +/- 6 seconds.
 EP0377
 EP0377.The orthometric height was determined by differential leveling
 EP0377.and adjusted by the National Geodetic Survey in June 1991..
 EP0377
 EP0377.The geoid height was determined by GEOID03.
 EP0377
 EP0377.The dynamic height is computed by dividing the NAVD 88
 EP0377.geopotential number by the normal gravity value computed on the
 EP0377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EP0377.degrees latitude (g = 980.6199 gals.).
 EP0377
 EP0377.The modeled gravity was interpolated from observed gravity values.
 EP0377
 EP0377;                    North         East    Units  Estimated Accuracy
 EP0377;SPC NM C     -   405,790.      539,160.      MT  (+/- 180 meters Scaled)
 EP0377
 EP0377                          SUPERSEDED SURVEY CONTROL
 EP0377
 EP0377  NGVD 29 (??/??/92) 1881.212  (m)         6171.94   (f) ADJ UNCH    1 2
 EP0377
 EP0377.Superseded values are not recommended for survey control.
 EP0377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EP0377.See file dsdata.txt to determine how the superseded data were derived.
 EP0377
 EP0377_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDU246354(NAD 83)
 EP0377_MARKER: Z = SEE DESCRIPTION
 EP0377_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EP0377_SP_SET: ABUTMENT
 EP0377_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EP0377
 EP0377  HISTORY     - Date     Condition        Report By
 EP0377  HISTORY     - UNK      MONUMENTED       CGS
 EP0377  HISTORY     - 1958     GOOD             NGS
 EP0377  HISTORY     - 1980     MARK NOT FOUND   NGS
 EP0377
 EP0377                          STATION DESCRIPTION
 EP0377
 EP0377'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 EP0377'14.2 MI NE FROM WILLARD.
 EP0377'ABOUT 14.2 MILES NORTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 EP0377'RAILWAY FROM THE STATION AT WILLARD, 3 POLES NORTHEAST OF MILEPOST
 EP0377'828, IN THE TOP OF THE NORTHWEST END OF THE NORTHEAST ABUTMENT OF A
 EP0377'LARGE STEEL GIRDER BRIDGE, 7 FEET NORTHWEST OF THE NORTHWEST RAIL, AND
 EP0377'ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK.
 EP0377
 EP0377                          STATION RECOVERY (1980)
 EP0377
 EP0377'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 EP0377'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0704 ***********************************************************************
 DR0704  DESIGNATION -  L 50
 DR0704  PID         -  DR0704
 DR0704  STATE/COUNTY-  NM/LINCOLN
 DR0704  USGS QUAD   -  CARRIZOZO WEST (1982)
 DR0704
 DR0704                         *CURRENT SURVEY CONTROL
 DR0704  ___________________________________________________________________
 DR0704* NAD 83(1986)-  33 43 40.     (N)    105 59 44.     (W)     SCALED    
 DR0704* NAVD 88     -      1736.322  (meters)    5696.58   (feet)  ADJUSTED  
 DR0704  ___________________________________________________________________
 DR0704  GEOID HEIGHT-         -20.69  (meters)                     GEOID03
 DR0704  DYNAMIC HT  -        1733.798 (meters)    5688.30  (feet)  COMP
 DR0704  MODELED GRAV-     979,120.9   (mgal)                       NAVD 88
 DR0704
 DR0704  VERT ORDER  -  SECOND    CLASS 0
 DR0704
 DR0704.The horizontal coordinates were scaled from a topographic map and have
 DR0704.an estimated accuracy of +/- 6 seconds.
 DR0704
 DR0704.The orthometric height was determined by differential leveling
 DR0704.and adjusted by the National Geodetic Survey in June 1991..
 DR0704
 DR0704.The geoid height was determined by GEOID03.
 DR0704
 DR0704.The dynamic height is computed by dividing the NAVD 88
 DR0704.geopotential number by the normal gravity value computed on the
 DR0704.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0704.degrees latitude (g = 980.6199 gals.).
 DR0704
 DR0704.The modeled gravity was interpolated from observed gravity values.
 DR0704
 DR0704;                    North         East    Units  Estimated Accuracy
 DR0704;SPC NM C     -   302,490.      523,580.      MT  (+/- 180 meters Scaled)
 DR0704
 DR0704                          SUPERSEDED SURVEY CONTROL
 DR0704
 DR0704  NGVD 29 (??/??/92) 1735.592  (m)         5694.19   (f) ADJ UNCH    2 0
 DR0704
 DR0704.Superseded values are not recommended for survey control.
 DR0704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0704.See file dsdata.txt to determine how the superseded data were derived.
 DR0704
 DR0704_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDT077324(NAD 83)
 DR0704_MARKER: DB = BENCH MARK DISK
 DR0704_SETTING: 66 = SET IN ROCK OUTCROP
 DR0704_SP_SET: LIMESTONE ROCK
 DR0704_STAMPING: L 50 1934
 DR0704_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DR0704+STABILITY: POSITION/ELEVATION WELL
 DR0704
 DR0704  HISTORY     - Date     Condition        Report By
 DR0704  HISTORY     - 1934     MONUMENTED       CGS
 DR0704  HISTORY     - 1969     MARK NOT FOUND   NGS
 DR0704
 DR0704                          STATION DESCRIPTION
 DR0704
 DR0704'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 DR0704'10.0 MI NW FROM CARRIZOZO.
 DR0704'ABOUT 10.0 MILES NORTHWEST ALONG U.S. HIGHWAY 380 FROM CARRIZOZO,
 DR0704'LINCOLN COUNTY, ABOUT 25 FEET NORTH OF A PILE OF ROCKS NORTH OF A
 DR0704'ROAD, 41 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 10 FEET NORTH
 DR0704'OF A ROCK CAIRN ABOUT 3 FEET HIGH, IN THE TOP OF A LIMESTONE ROCK, AND
 DR0704'ABOUT 4 FEET HIGHER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED L 50
 DR0704'1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0342 ***********************************************************************
 EP0342  DESIGNATION -  L 51
 EP0342  PID         -  EP0342
 EP0342  STATE/COUNTY-  NM/TORRANCE
 EP0342  USGS QUAD   -  PROGRESSO NE (1995)
 EP0342
 EP0342                         *CURRENT SURVEY CONTROL
 EP0342  ___________________________________________________________________
 EP0342* NAD 83(1986)-  34 22 37.     (N)    105 46 24.     (W)     SCALED    
 EP0342* NAVD 88     -      1927.743  (meters)    6324.60   (feet)  ADJUSTED  
 EP0342  ___________________________________________________________________
 EP0342  GEOID HEIGHT-         -19.84  (meters)                     GEOID03
 EP0342  DYNAMIC HT  -        1924.959 (meters)    6315.47  (feet)  COMP
 EP0342  MODELED GRAV-     979,122.0   (mgal)                       NAVD 88
 EP0342
 EP0342  VERT ORDER  -  SECOND    CLASS 0
 EP0342
 EP0342.The horizontal coordinates were scaled from a topographic map and have
 EP0342.an estimated accuracy of +/- 6 seconds.
 EP0342
 EP0342.The orthometric height was determined by differential leveling
 EP0342.and adjusted by the National Geodetic Survey in June 1991..
 EP0342
 EP0342.The geoid height was determined by GEOID03.
 EP0342
 EP0342.The dynamic height is computed by dividing the NAVD 88
 EP0342.geopotential number by the normal gravity value computed on the
 EP0342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EP0342.degrees latitude (g = 980.6199 gals.).
 EP0342
 EP0342.The modeled gravity was interpolated from observed gravity values.
 EP0342
 EP0342;                    North         East    Units  Estimated Accuracy
 EP0342;SPC NM C     -   374,570.      543,840.      MT  (+/- 180 meters Scaled)
 EP0342
 EP0342                          SUPERSEDED SURVEY CONTROL
 EP0342
 EP0342  NGVD 29 (??/??/92) 1926.907  (m)         6321.86   (f) ADJ UNCH    2 0
 EP0342
 EP0342.Superseded values are not recommended for survey control.
 EP0342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EP0342.See file dsdata.txt to determine how the superseded data were derived.
 EP0342
 EP0342_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDU289042(NAD 83)
 EP0342_MARKER: DB = BENCH MARK DISK
 EP0342_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EP0342_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EP0342_STAMPING: L 51, 1934
 EP0342_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EP0342+STABILITY: SURFACE MOTION
 EP0342
 EP0342  HISTORY     - Date     Condition        Report By
 EP0342  HISTORY     - 1934     MONUMENTED       CGS
 EP0342  HISTORY     - 1975     MARK NOT FOUND   USGS
 EP0342
 EP0342                          STATION DESCRIPTION
 EP0342
 EP0342'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EP0342'4.4 MI NW FROM CEDARVALE.
 EP0342'4.4 MI. N.W. OF SCHOOLHOUSE ON STATE NO. 42.  ABOUT 0.3 MI. N.W. OF
 EP0342'DESERTED HOUSE, IN LONG, STRAIGHT STRIP OF FENCE LANE, 46 FT. N. OF
 EP0342'CENTER LINE OF HWY. AND 8 FT. S. OF FENCE.
 EP0342
 EP0342                          STATION RECOVERY (1975)
 EP0342
 EP0342'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 EP0342'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0215 ***********************************************************************
 FO0215  DESIGNATION -  L 52
 FO0215  PID         -  FO0215
 FO0215  STATE/COUNTY-  NM/TORRANCE
 FO0215  USGS QUAD   -  MORIARTY NORTH (1986)
 FO0215
 FO0215                         *CURRENT SURVEY CONTROL
 FO0215  ___________________________________________________________________
 FO0215* NAD 83(1986)-  35 00 58.     (N)    106 02 28.     (W)     SCALED    
 FO0215* NAVD 88     -      1894.132  (meters)    6214.33   (feet)  ADJUSTED  
 FO0215  ___________________________________________________________________
 FO0215  GEOID HEIGHT-         -19.50  (meters)                     GEOID03
 FO0215  DYNAMIC HT  -        1891.491 (meters)    6205.67  (feet)  COMP
 FO0215  MODELED GRAV-     979,171.9   (mgal)                       NAVD 88
 FO0215
 FO0215  VERT ORDER  -  SECOND    CLASS 0
 FO0215
 FO0215.The horizontal coordinates were scaled from a topographic map and have
 FO0215.an estimated accuracy of +/- 6 seconds.
 FO0215
 FO0215.The orthometric height was determined by differential leveling
 FO0215.and adjusted by the National Geodetic Survey in June 1991..
 FO0215
 FO0215.The geoid height was determined by GEOID03.
 FO0215
 FO0215.The dynamic height is computed by dividing the NAVD 88
 FO0215.geopotential number by the normal gravity value computed on the
 FO0215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0215.degrees latitude (g = 980.6199 gals.).
 FO0215
 FO0215.The modeled gravity was interpolated from observed gravity values.
 FO0215
 FO0215;                    North         East    Units  Estimated Accuracy
 FO0215;SPC NM C     -   445,380.      519,060.      MT  (+/- 180 meters Scaled)
 FO0215
 FO0215                          SUPERSEDED SURVEY CONTROL
 FO0215
 FO0215  NGVD 29 (??/??/92) 1893.267  (m)         6211.49   (f) ADJ UNCH    2 0
 FO0215
 FO0215.Superseded values are not recommended for survey control.
 FO0215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0215.See file dsdata.txt to determine how the superseded data were derived.
 FO0215
 FO0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDU050753(NAD 83)
 FO0215_MARKER: DB = BENCH MARK DISK
 FO0215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FO0215_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FO0215_STAMPING: L 52, 1934
 FO0215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO0215+STABILITY: SURFACE MOTION
 FO0215
 FO0215  HISTORY     - Date     Condition        Report By
 FO0215  HISTORY     - 1934     MONUMENTED       CGS
 FO0215  HISTORY     - 1956     MARK NOT FOUND   USGS
 FO0215
 FO0215                          STATION DESCRIPTION
 FO0215
 FO0215'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FO0215'2.0 MI N FROM MORIARTY.
 FO0215'2.0 MI. N. ON A.T. AND S.F. RY. 2 POLES N. OF MILEPOST NO. 29, 56 FT.
 FO0215'E. OF CENTER LINE OF TRACK AND 36 FT. W. OF STATE NO. 41.
 FO0215
 FO0215                          STATION RECOVERY (1956)
 FO0215
 FO0215'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 FO0215'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0098 ***********************************************************************
 GN0098  DESIGNATION -  L 53
 GN0098  PID         -  GN0098
 GN0098  STATE/COUNTY-  NM/RIO ARRIBA
 GN0098  USGS QUAD   -  CEBOLLA (1995)
 GN0098
 GN0098                         *CURRENT SURVEY CONTROL
 GN0098  ___________________________________________________________________
 GN0098* NAD 83(1986)-  36 30 39.     (N)    106 28 35.     (W)     SCALED    
 GN0098* NAVD 88     -      2330.223  (meters)    7645.07   (feet)  ADJUSTED  
 GN0098  ___________________________________________________________________
 GN0098  GEOID HEIGHT-         -18.04  (meters)                     GEOID03
 GN0098  DYNAMIC HT  -        2326.952 (meters)    7634.34  (feet)  COMP
 GN0098  MODELED GRAV-     979,144.8   (mgal)                       NAVD 88
 GN0098
 GN0098  VERT ORDER  -  SECOND    CLASS 0
 GN0098
 GN0098.The horizontal coordinates were scaled from a topographic map and have
 GN0098.an estimated accuracy of +/- 6 seconds.
 GN0098
 GN0098.The orthometric height was determined by differential leveling
 GN0098.and adjusted by the National Geodetic Survey in June 1991..
 GN0098
 GN0098.The geoid height was determined by GEOID03.
 GN0098
 GN0098.The dynamic height is computed by dividing the NAVD 88
 GN0098.geopotential number by the normal gravity value computed on the
 GN0098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GN0098.degrees latitude (g = 980.6199 gals.).
 GN0098
 GN0098.The modeled gravity was interpolated from observed gravity values.
 GN0098
 GN0098;                    North         East    Units  Estimated Accuracy
 GN0098;SPC NM C     -   611,220.      479,720.      MT  (+/- 180 meters Scaled)
 GN0098
 GN0098                          SUPERSEDED SURVEY CONTROL
 GN0098
 GN0098  NGVD 29 (??/??/92) 2328.914  (m)         7640.78   (f) ADJ UNCH    2 0
 GN0098
 GN0098.Superseded values are not recommended for survey control.
 GN0098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0098.See file dsdata.txt to determine how the superseded data were derived.
 GN0098
 GN0098_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCA677416(NAD 83)
 GN0098_MARKER: DB = BENCH MARK DISK
 GN0098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GN0098_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GN0098_STAMPING: L 53 1934
 GN0098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GN0098+STABILITY: SURFACE MOTION
 GN0098
 GN0098  HISTORY     - Date     Condition        Report By
 GN0098  HISTORY     - 1934     MONUMENTED       CGS
 GN0098  HISTORY     - 1955     GOOD             USGS
 GN0098
 GN0098                          STATION DESCRIPTION
 GN0098
 GN0098'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 GN0098'3 MI NW FROM CANJILON.
 GN0098'ABOUT 3 MILES NW OF CANJILON, NEW MEXICO CANJILON, 1.4 MI. NW ALONG
 GN0098'STATE HWY. 110 TO ABANDONED HWY. NW, THENCE 2.1 MILES NW ALONG
 GN0098'ABANDONED HWY., DIRECTLY E OF A SMALL DIRT STORAGE DAM ON THE W SIDE
 GN0098'OF THE ROAD, 89 FT. S OF A OLD CULVERT, 47 FT. E OF THE CENTER LINE OF
 GN0098'THE ROAD.  A STANDARD DISK, STAMPED L-53 1934 AND SET IN THE TOP OF A
 GN0098'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL0622 ***********************************************************************
 GL0622  DESIGNATION -  L 54
 GL0622  PID         -  GL0622
 GL0622  STATE/COUNTY-  NM/UNION
 GL0622  USGS QUAD   -  ROYCE (1966)
 GL0622
 GL0622                         *CURRENT SURVEY CONTROL
 GL0622  ___________________________________________________________________
 GL0622* NAD 83(1986)-  36 29 39.     (N)    103 21 45.     (W)     SCALED    
 GL0622* NAVD 88     -      1652.365  (meters)    5421.13   (feet)  ADJUSTED  
 GL0622  ___________________________________________________________________
 GL0622  GEOID HEIGHT-         -21.24  (meters)                     GEOID03
 GL0622  DYNAMIC HT  -        1650.383 (meters)    5414.63  (feet)  COMP
 GL0622  MODELED GRAV-     979,373.3   (mgal)                       NAVD 88
 GL0622
 GL0622  VERT ORDER  -  FIRST     CLASS II
 GL0622
 GL0622.The horizontal coordinates were scaled from a topographic map and have
 GL0622.an estimated accuracy of +/- 6 seconds.
 GL0622
 GL0622.The orthometric height was determined by differential leveling
 GL0622.and adjusted by the National Geodetic Survey in June 1991..
 GL0622
 GL0622.The geoid height was determined by GEOID03.
 GL0622
 GL0622.The dynamic height is computed by dividing the NAVD 88
 GL0622.geopotential number by the normal gravity value computed on the
 GL0622.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL0622.degrees latitude (g = 980.6199 gals.).
 GL0622
 GL0622.The modeled gravity was interpolated from observed gravity values.
 GL0622
 GL0622;                    North         East    Units  Estimated Accuracy
 GL0622;SPC NM E     -   609,790.      251,980.      MT  (+/- 180 meters Scaled)
 GL0622
 GL0622                          SUPERSEDED SURVEY CONTROL
 GL0622
 GL0622  NGVD 29 (??/??/92) 1651.576  (m)         5418.55   (f) ADJ UNCH    1 2
 GL0622
 GL0622.Superseded values are not recommended for survey control.
 GL0622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL0622.See file dsdata.txt to determine how the superseded data were derived.
 GL0622
 GL0622_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA466400(NAD 83)
 GL0622_MARKER: DB = BENCH MARK DISK
 GL0622_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL0622_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GL0622_STAMPING: L 54 1934
 GL0622_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL0622+STABILITY: SURFACE MOTION
 GL0622_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GL0622+SATELLITE: SATELLITE OBSERVATIONS - August 09, 2005
 GL0622
 GL0622  HISTORY     - Date     Condition        Report By
 GL0622  HISTORY     - 1934     MONUMENTED       CGS
 GL0622  HISTORY     - 1955     GOOD             NGS
 GL0622  HISTORY     - 20040806 GOOD             USPSQD
 GL0622  HISTORY     - 20050809 GOOD             USPSQD
 GL0622
 GL0622                          STATION DESCRIPTION
 GL0622
 GL0622'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 GL0622'7.0 MI E FROM MOUNT DORA.
 GL0622'7.0 MILES EAST ALONG THE COLORADO AND SOUTHERN RAILROAD FROM THE WATER
 GL0622'TANK AT MOUNT DORA, 111 FEET NORTH OF THE CENTER LINE OF U.S. HIGHWAYS
 GL0622'64 AND 87, 37.5 FEET SOUTH OF THE SOUTH RAIL, 28 FEET SOUTH OF
 GL0622'MILEPOST 327, 3.5 FEET NORTHEAST OF A TELEPHONE POLE, 1 FOOT SOUTH OF
 GL0622'A WITNESS POST, 5 FEET BELOW THE TOP OF THE RAILS, SET IN THE TOP OF A
 GL0622'CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 GL0622
 GL0622                          STATION RECOVERY (2004)
 GL0622
 GL0622'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 GL0622'L 54 PAINTED ON HIGHWAY. SLAT WITH ORANGE TAPE AT THE MARK.
 GL0622
 GL0622                          STATION RECOVERY (2005)
 GL0622
 GL0622'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 GL0622'FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0001 ***********************************************************************
 GM0001  DESIGNATION -  L 55
 GM0001  PID         -  GM0001
 GM0001  STATE/COUNTY-  NM/COLFAX
 GM0001  USGS QUAD   -  KIOWA (1971)
 GM0001
 GM0001                         *CURRENT SURVEY CONTROL
 GM0001  ___________________________________________________________________
 GM0001* NAD 83(1986)-  36 44 02.     (N)    104 00 56.     (W)     SCALED    
 GM0001* NAVD 88     -      2075.323  (meters)    6808.79   (feet)  ADJUSTED  
 GM0001  ___________________________________________________________________
 GM0001  GEOID HEIGHT-         -18.78  (meters)                     GEOID03
 GM0001  DYNAMIC HT  -        2072.679 (meters)    6800.11  (feet)  COMP
 GM0001  MODELED GRAV-     979,282.4   (mgal)                       NAVD 88
 GM0001
 GM0001  VERT ORDER  -  FIRST     CLASS II
 GM0001
 GM0001.The horizontal coordinates were scaled from a topographic map and have
 GM0001.an estimated accuracy of +/- 6 seconds.
 GM0001
 GM0001.The orthometric height was determined by differential leveling
 GM0001.and adjusted by the National Geodetic Survey in June 1991..
 GM0001
 GM0001.The geoid height was determined by GEOID03.
 GM0001
 GM0001.The dynamic height is computed by dividing the NAVD 88
 GM0001.geopotential number by the normal gravity value computed on the
 GM0001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GM0001.degrees latitude (g = 980.6199 gals.).
 GM0001
 GM0001.The modeled gravity was interpolated from observed gravity values.
 GM0001
 GM0001;                    North         East    Units  Estimated Accuracy
 GM0001;SPC NM E     -   635,990.      193,380.      MT  (+/- 180 meters Scaled)
 GM0001
 GM0001                          SUPERSEDED SURVEY CONTROL
 GM0001
 GM0001  NGVD 29 (??/??/92) 2074.302  (m)         6805.44   (f) ADJ UNCH    1 2
 GM0001
 GM0001.Superseded values are not recommended for survey control.
 GM0001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0001.See file dsdata.txt to determine how the superseded data were derived.
 GM0001
 GM0001_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEA878658(NAD 83)
 GM0001_MARKER: DB = BENCH MARK DISK
 GM0001_SETTING: 30 = SET IN A LIGHT STRUCTURE
 GM0001_SP_SET: MONUMENT
 GM0001_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GM0001
 GM0001  HISTORY     - Date     Condition        Report By
 GM0001  HISTORY     - UNK      MONUMENTED       CGS
 GM0001  HISTORY     - 1934     GOOD             NGS
 GM0001
 GM0001                          STATION DESCRIPTION
 GM0001
 GM0001'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GM0001'1.5 MI W FROM CAPULIN.
 GM0001'1.5 MILES WEST BY RAIL.  ON RIGHT OF WAY OF A. T.  S. F. R. R. 38 FT.
 GM0001'SOUTH OF CENTER LINE OF TRACK AT MILEPOST 33.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0206 ***********************************************************************
 GM0206  DESIGNATION -  L 56
 GM0206  PID         -  GM0206
 GM0206  STATE/COUNTY-  NM/COLFAX
 GM0206  USGS QUAD   -  CIMARRON SE (1987)
 GM0206
 GM0206                         *CURRENT SURVEY CONTROL
 GM0206  ___________________________________________________________________
 GM0206* NAD 83(1986)-  36 34 40.     (N)    104 46 18.     (W)     SCALED    
 GM0206* NAVD 88     -      1916.021  (meters)    6286.15   (feet)  ADJUSTED  
 GM0206  ___________________________________________________________________
 GM0206  GEOID HEIGHT-         -18.11  (meters)                     GEOID03
 GM0206  DYNAMIC HT  -        1913.586 (meters)    6278.16  (feet)  COMP
 GM0206  MODELED GRAV-     979,292.6   (mgal)                       NAVD 88
 GM0206
 GM0206  VERT ORDER  -  FIRST     CLASS II
 GM0206
 GM0206.The horizontal coordinates were scaled from a topographic map and have
 GM0206.an estimated accuracy of +/- 6 seconds.
 GM0206
 GM0206.The orthometric height was determined by differential leveling
 GM0206.and adjusted by the National Geodetic Survey in June 1991..
 GM0206
 GM0206.The geoid height was determined by GEOID03.
 GM0206
 GM0206.The dynamic height is computed by dividing the NAVD 88
 GM0206.geopotential number by the normal gravity value computed on the
 GM0206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GM0206.degrees latitude (g = 980.6199 gals.).
 GM0206
 GM0206.The modeled gravity was interpolated from observed gravity values.
 GM0206
 GM0206;                    North         East    Units  Estimated Accuracy
 GM0206;SPC NM E     -   618,710.      125,770.      MT  (+/- 180 meters Scaled)
 GM0206
 GM0206                          SUPERSEDED SURVEY CONTROL
 GM0206
 GM0206.No superseded survey control is available for this station.
 GM0206
 GM0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEA204480(NAD 83)
 GM0206_MARKER: DB = BENCH MARK DISK
 GM0206_SETTING: 0 = UNSPECIFIED SETTING
 GM0206_STAMPING: L 56 1934
 GM0206_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GM0206
 GM0206  HISTORY     - Date     Condition        Report By
 GM0206  HISTORY     - 1934     MONUMENTED       CGS
 GM0206  HISTORY     - 1943     GOOD             VJV
 GM0206
 GM0206                          STATION DESCRIPTION
 GM0206
 GM0206'DESCRIBED BY V J VANLINT CONSULTING ENGINEER 1943
 GM0206'3.81 MI SW FROM COLFAX.
 GM0206'3.81 MILES SOUTHWEST OF COLFAX, 36 FEET SOUTH OF THE CENTERLINE OF AN
 GM0206'ABANDONED RAILROAD, 500 FEET FROM THE INTERSECTION OF RR CENTERLINE
 GM0206'AND THE CENTERLINE OF THE PRESENT BLACK-TOPPED US 64 MEASURED ALONG
 GM0206'THE CENTERLINE OF THE ABANDONED RAILROAD, SAID INTERSECTION BEING AT
 GM0206'STATION 120+00 OF US 64 AND AT OLD MILEPOST 20 OF THE ABANDONED
 GM0206'RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0307 ***********************************************************************
 GM0307  DESIGNATION -  L 57
 GM0307  PID         -  GM0307
 GM0307  STATE/COUNTY-  NM/TAOS
 GM0307  USGS QUAD   -  PALO FLECHADO PASS (1995)
 GM0307
 GM0307                         *CURRENT SURVEY CONTROL
 GM0307  ___________________________________________________________________
 GM0307* NAD 83(1986)-  36 24 13.     (N)    105 20 48.     (W)     SCALED    
 GM0307* NAVD 88     -      2655.645  (meters)    8712.73   (feet)  ADJUSTED  
 GM0307  ___________________________________________________________________
 GM0307  GEOID HEIGHT-         -16.79  (meters)                     GEOID03
 GM0307  DYNAMIC HT  -        2651.798 (meters)    8700.11  (feet)  COMP
 GM0307  MODELED GRAV-     979,086.7   (mgal)                       NAVD 88
 GM0307
 GM0307  VERT ORDER  -  FIRST     CLASS II
 GM0307
 GM0307.The horizontal coordinates were scaled from a topographic map and have
 GM0307.an estimated accuracy of +/- 6 seconds.
 GM0307
 GM0307.The orthometric height was determined by differential leveling
 GM0307.and adjusted by the National Geodetic Survey in June 1991..
 GM0307
 GM0307.The geoid height was determined by GEOID03.
 GM0307
 GM0307.The dynamic height is computed by dividing the NAVD 88
 GM0307.geopotential number by the normal gravity value computed on the
 GM0307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GM0307.degrees latitude (g = 980.6199 gals.).
 GM0307
 GM0307.The modeled gravity was interpolated from observed gravity values.
 GM0307
 GM0307;                    North         East    Units  Estimated Accuracy
 GM0307;SPC NM C     -   599,670.      581,020.      MT  (+/- 180 meters Scaled)
 GM0307
 GM0307                          SUPERSEDED SURVEY CONTROL
 GM0307
 GM0307  NGVD 29 (??/??/92) 2654.386  (m)         8708.60   (f) ADJ UNCH    1 2
 GM0307
 GM0307.Superseded values are not recommended for survey control.
 GM0307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0307.See file dsdata.txt to determine how the superseded data were derived.
 GM0307
 GM0307_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDA689287(NAD 83)
 GM0307_MARKER: DB = BENCH MARK DISK
 GM0307_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GM0307_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GM0307_STAMPING: L-57 1934
 GM0307_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GM0307+STABILITY: SURFACE MOTION
 GM0307
 GM0307  HISTORY     - Date     Condition        Report By
 GM0307  HISTORY     - 1934     MONUMENTED       CGS
 GM0307  HISTORY     - 1938     GOOD             NGS
 GM0307  HISTORY     - 1965     MARK NOT FOUND   USGS
 GM0307
 GM0307                          STATION DESCRIPTION
 GM0307
 GM0307'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 GM0307'4.9 MI W FROM AGUA FRIA.
 GM0307'ALONG U.S. HWY NO. 64, 20 FEET NORTH OF CENTERLINE OF HIGHWAY NO. 64,
 GM0307'STANDARD DISC SET IN CONCRETE POST, STAMPED L-57 1934.
 GM0307
 GM0307                          STATION RECOVERY (1965)
 GM0307
 GM0307'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 GM0307'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0008 ***********************************************************************
 GN0008  DESIGNATION -  L 58
 GN0008  PID         -  GN0008
 GN0008  STATE/COUNTY-  NM/TAOS
 GN0008  USGS QUAD   -  BIGHORN PEAK (1995)
 GN0008
 GN0008                         *CURRENT SURVEY CONTROL
 GN0008  ___________________________________________________________________
 GN0008* NAD 83(1986)-  36 58 31.     (N)    106 14 27.     (W)     SCALED    
 GN0008* NAVD 88     -      2852.584  (meters)    9358.85   (feet)  POSTED    
 GN0008  ___________________________________________________________________
 GN0008  GEOID HEIGHT-         -16.10  (meters)                     GEOID03
 GN0008  DYNAMIC HT  -        2848.460 (meters)    9345.32  (feet)  COMP
 GN0008  MODELED GRAV-     979,081.8   (mgal)                       NAVD 88
 GN0008
 GN0008  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 GN0008
 GN0008.The horizontal coordinates were scaled from a topographic map and have
 GN0008.an estimated accuracy of +/- 6 seconds.
 GN0008
 GN0008.The orthometric height was determined by differential leveling
 GN0008.and adjusted by the National Geodetic Survey in 1992..
 GN0008.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 GN0008.rate of 1.1 thru 2.0 mm/km.
 GN0008
 GN0008.The geoid height was determined by GEOID03.
 GN0008
 GN0008.The dynamic height is computed by dividing the NAVD 88
 GN0008.geopotential number by the normal gravity value computed on the
 GN0008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GN0008.degrees latitude (g = 980.6199 gals.).
 GN0008
 GN0008.The modeled gravity was interpolated from observed gravity values.
 GN0008
 GN0008;                    North         East    Units  Estimated Accuracy
 GN0008;SPC NM C     -   662,730.      500,820.      MT  (+/- 180 meters Scaled)
 GN0008
 GN0008                          SUPERSEDED SURVEY CONTROL
 GN0008
 GN0008  NGVD 29 (??/??/92) 2851.044  (m)         9353.80   (f) ADJ UNCH    1 2
 GN0008
 GN0008.Superseded values are not recommended for survey control.
 GN0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0008.See file dsdata.txt to determine how the superseded data were derived.
 GN0008
 GN0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCA895928(NAD 83)
 GN0008_MARKER: DB = BENCH MARK DISK
 GN0008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GN0008_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GN0008_STAMPING: L 58 1934
 GN0008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GN0008+STABILITY: SURFACE MOTION
 GN0008
 GN0008  HISTORY     - Date     Condition        Report By
 GN0008  HISTORY     - 1934     MONUMENTED       CGS
 GN0008
 GN0008                          STATION DESCRIPTION
 GN0008
 GN0008'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GN0008'27.8 MI W FROM ANTONITO, COLORADO.
 GN0008'IN TAOS COUNTY, NEW MEXICO, 27.8 MILES WEST ALONG THE DENVER AND RIO
 GN0008'GRANDE WESTERN RAILROAD FROM ANTONITO, CONEJOS COUNTY, COLORADO, 2
 GN0008'MILES WEST OF THE SECTION HOUSE AND WATER TANK AT SUBLETTE, 45 FEET
 GN0008'EAST OF MILEPOST 308, AND 15 FEET NORTH OF THE CENTER LINE OF THE
 GN0008'TRACK.  A STANDARD DISK, STAMPED L 58 1934 AND SET IN THE TOP OF A
 GN0008'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0325 ***********************************************************************
 EQ0325  DESIGNATION -  L 6
 EQ0325  PID         -  EQ0325
 EQ0325  STATE/COUNTY-  NM/VALENCIA
 EQ0325  USGS QUAD   -  TURN (1991)
 EQ0325
 EQ0325                         *CURRENT SURVEY CONTROL
 EQ0325  ___________________________________________________________________
 EQ0325* NAD 83(1986)-  34 35 06.     (N)    106 43 12.     (W)     SCALED    
 EQ0325* NAVD 88     -      1499.601  (meters)    4919.94   (feet)  ADJUSTED  
 EQ0325  ___________________________________________________________________
 EQ0325  GEOID HEIGHT-         -21.77  (meters)                     GEOID03
 EQ0325  DYNAMIC HT  -        1497.508 (meters)    4913.07  (feet)  COMP
 EQ0325  MODELED GRAV-     979,187.8   (mgal)                       NAVD 88
 EQ0325
 EQ0325  VERT ORDER  -  FIRST     CLASS II
 EQ0325
 EQ0325.The horizontal coordinates were scaled from a topographic map and have
 EQ0325.an estimated accuracy of +/- 6 seconds.
 EQ0325
 EQ0325.The orthometric height was determined by differential leveling
 EQ0325.and adjusted by the National Geodetic Survey in June 1991..
 EQ0325
 EQ0325.The geoid height was determined by GEOID03.
 EQ0325
 EQ0325.The dynamic height is computed by dividing the NAVD 88
 EQ0325.geopotential number by the normal gravity value computed on the
 EQ0325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0325.degrees latitude (g = 980.6199 gals.).
 EQ0325
 EQ0325.The modeled gravity was interpolated from observed gravity values.
 EQ0325
 EQ0325;                    North         East    Units  Estimated Accuracy
 EQ0325;SPC NM C     -   397,640.      456,880.      MT  (+/- 180 meters Scaled)
 EQ0325
 EQ0325                          SUPERSEDED SURVEY CONTROL
 EQ0325
 EQ0325  NGVD 29 (??/??/92) 1498.841  (m)         4917.45   (f) ADJ UNCH    1 2
 EQ0325
 EQ0325.Superseded values are not recommended for survey control.
 EQ0325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0325.See file dsdata.txt to determine how the superseded data were derived.
 EQ0325
 EQ0325_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU422283(NAD 83)
 EQ0325_MARKER: P = PIPE CAP
 EQ0325_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 EQ0325_SP_SET: METAL PIPE DRIVEN INTO GROUND
 EQ0325_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EQ0325
 EQ0325  HISTORY     - Date     Condition        Report By
 EQ0325  HISTORY     - UNK      MONUMENTED       CGS
 EQ0325  HISTORY     - 1958     GOOD             NGS
 EQ0325
 EQ0325                          STATION DESCRIPTION
 EQ0325
 EQ0325'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 EQ0325'7.2 MI SE FROM BELEN.
 EQ0325'ABOUT 2.3 MILES EAST ALONG STATE HIGHWAY 6 FROM THE ATCHISON, TOPEKA
 EQ0325'AND SANTA FE RAILWAY STATION AT BELEN, THENCE 3.6 MILES SOUTH ALONG
 EQ0325'STATE HIGHWAY 47, THENCE 1.3 MILES SOUTHEAST ALONG THE ATCHISON,
 EQ0325'TOPEKA AND SANTA FE RAILWAY, 17 1/2 FEET NORTHWEST OF MILEPOST 890, 75
 EQ0325'FEET SOUTHWEST OF THE SOUTHWEST RAIL, 1 FOOT SOUTHEAST OF A WHITE
 EQ0325'WOODEN WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK, AND ON
 EQ0325'THE TOP OF AN IRON PIPE PROJECTING 1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ER0069 ***********************************************************************
 ER0069  DESIGNATION -  L 64
 ER0069  PID         -  ER0069
 ER0069  STATE/COUNTY-  NM/CATRON
 ER0069  USGS QUAD   -  TEJANA MESA SW (1972)
 ER0069
 ER0069                         *CURRENT SURVEY CONTROL
 ER0069  ___________________________________________________________________
 ER0069* NAD 83(1986)-  34 15 49.     (N)    108 42 42.     (W)     SCALED    
 ER0069* NAVD 88     -      2164.401  (meters)    7101.04   (feet)  ADJUSTED  
 ER0069  ___________________________________________________________________
 ER0069  GEOID HEIGHT-         -21.79  (meters)                     GEOID03
 ER0069  DYNAMIC HT  -        2161.067 (meters)    7090.10  (feet)  COMP
 ER0069  MODELED GRAV-     979,017.8   (mgal)                       NAVD 88
 ER0069
 ER0069  VERT ORDER  -  SECOND    CLASS 0
 ER0069
 ER0069.The horizontal coordinates were scaled from a topographic map and have
 ER0069.an estimated accuracy of +/- 6 seconds.
 ER0069
 ER0069.The orthometric height was determined by differential leveling
 ER0069.and adjusted by the National Geodetic Survey in June 1991..
 ER0069
 ER0069.The geoid height was determined by GEOID03.
 ER0069
 ER0069.The dynamic height is computed by dividing the NAVD 88
 ER0069.geopotential number by the normal gravity value computed on the
 ER0069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ER0069.degrees latitude (g = 980.6199 gals.).
 ER0069
 ER0069.The modeled gravity was interpolated from observed gravity values.
 ER0069
 ER0069;                    North         East    Units  Estimated Accuracy
 ER0069;SPC NM W     -   362,250.      749,110.      MT  (+/- 180 meters Scaled)
 ER0069
 ER0069                          SUPERSEDED SURVEY CONTROL
 ER0069
 ER0069  NGVD 29 (??/??/92) 2163.442  (m)         7097.89   (f) ADJ UNCH    2 0
 ER0069
 ER0069.Superseded values are not recommended for survey control.
 ER0069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ER0069.See file dsdata.txt to determine how the superseded data were derived.
 ER0069
 ER0069_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYC106937(NAD 83)
 ER0069_MARKER: DB = BENCH MARK DISK
 ER0069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ER0069_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ER0069_STAMPING: L-64 1934
 ER0069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ER0069+STABILITY: SURFACE MOTION
 ER0069
 ER0069  HISTORY     - Date     Condition        Report By
 ER0069  HISTORY     - 1934     MONUMENTED       CGS
 ER0069  HISTORY     - 1972     MARK NOT FOUND   NGS
 ER0069  HISTORY     - 1972     MARK NOT FOUND   USGS
 ER0069
 ER0069                          STATION DESCRIPTION
 ER0069
 ER0069'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ER0069'14.5 MI W FROM QUEMADO.
 ER0069'14.5 MI WEST ON US HWY NO. 60 AT THE FOOT OF A LONG SLOPE TO THE WEST,
 ER0069'ABOUT 0.4 MI EAST OF THE NORTHWEST CORNER OF A FENCE AND A ROAD
 ER0069'BEARING TO THE SOUTH.  25 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 ER0069'AND 1 FOOT NORTH OF THE FENCE LINE.
 ER0069
 ER0069                          STATION RECOVERY (1972)
 ER0069
 ER0069'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 ER0069'MARK NOT FOUND.
 ER0069
 ER0069                          STATION RECOVERY (1972)
 ER0069
 ER0069'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 ER0069'THE SOUTH BORROW DITCH OF THE OLD HIGHWAY HAS WASHED OUT EXTENSIVELY,
 ER0069'AND THE BM WAS PROBABLY WASHED OUT OLSO. HOWEVER THER IS A SHORT
 ER0069'DISTANCE NEAR THE BOTTOM OF THE HILL THE HAS SILTED-IN, THERE IS A
 ER0069'CHANCE THAT THE BM WAS COVERED. THE AREA WAS NOT PROBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0480 ***********************************************************************
 EQ0480  DESIGNATION -  L 65
 EQ0480  PID         -  EQ0480
 EQ0480  STATE/COUNTY-  NM/CATRON
 EQ0480  USGS QUAD   -  CROSBY SPRINGS (1964)
 EQ0480
 EQ0480                         *CURRENT SURVEY CONTROL
 EQ0480  ___________________________________________________________________
 EQ0480* NAD 83(1986)-  34 10 48.     (N)    107 52 59.     (W)     SCALED    
 EQ0480* NAVD 88     -      2289.022  (meters)    7509.90   (feet)  ADJUSTED  
 EQ0480  ___________________________________________________________________
 EQ0480  GEOID HEIGHT-         -21.25  (meters)                     GEOID03
 EQ0480  DYNAMIC HT  -        2285.419 (meters)    7498.08  (feet)  COMP
 EQ0480  MODELED GRAV-     978,979.3   (mgal)                       NAVD 88
 EQ0480
 EQ0480  VERT ORDER  -  SECOND    CLASS 0
 EQ0480
 EQ0480.The horizontal coordinates were scaled from a topographic map and have
 EQ0480.an estimated accuracy of +/- 6 seconds.
 EQ0480
 EQ0480.The orthometric height was determined by differential leveling
 EQ0480.and adjusted by the National Geodetic Survey in June 1991..
 EQ0480.WARNING-Repeat measurements at this control monument indicate possible
 EQ0480.vertical movement.
 EQ0480
 EQ0480.The geoid height was determined by GEOID03.
 EQ0480
 EQ0480.The dynamic height is computed by dividing the NAVD 88
 EQ0480.geopotential number by the normal gravity value computed on the
 EQ0480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0480.degrees latitude (g = 980.6199 gals.).
 EQ0480
 EQ0480.The modeled gravity was interpolated from observed gravity values.
 EQ0480
 EQ0480;                    North         East    Units  Estimated Accuracy
 EQ0480;SPC NM W     -   352,630.      825,420.      MT  (+/- 180 meters Scaled)
 EQ0480
 EQ0480                          SUPERSEDED SURVEY CONTROL
 EQ0480
 EQ0480  NGVD 29 (??/??/92) 2288.059  (m)         7506.74   (f) ADJ UNCH    2 0
 EQ0480
 EQ0480.Superseded values are not recommended for survey control.
 EQ0480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0480.See file dsdata.txt to determine how the superseded data were derived.
 EQ0480
 EQ0480_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBT342858(NAD 83)
 EQ0480_MARKER: DB = BENCH MARK DISK
 EQ0480_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EQ0480_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EQ0480_STAMPING: L-65 1934
 EQ0480_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EQ0480+STABILITY: SURFACE MOTION
 EQ0480
 EQ0480  HISTORY     - Date     Condition        Report By
 EQ0480  HISTORY     - 1934     MONUMENTED       CGS
 EQ0480  HISTORY     - 1963     MARK NOT FOUND   USGS
 EQ0480
 EQ0480                          STATION DESCRIPTION
 EQ0480
 EQ0480'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EQ0480'3.8 MI W FROM DATIL.
 EQ0480'3.8 MI WEST ON US HWY NO. 60 36 FEET EAST OF THE CENTERLINE OF THE
 EQ0480'HIGHWAY, AND 4 FEET WEST OF A FENCE LINE.
 EQ0480
 EQ0480                          STATION RECOVERY (1963)
 EQ0480
 EQ0480'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 EQ0480'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0221 ***********************************************************************
 FN0221  DESIGNATION -  L 66
 FN0221  PID         -  FN0221
 FN0221  STATE/COUNTY-  NM/SAN MIGUEL
 FN0221  USGS QUAD   -  SAN JOSE (1989)
 FN0221
 FN0221                         *CURRENT SURVEY CONTROL
 FN0221  ___________________________________________________________________
 FN0221* NAD 83(1986)-  35 23 22.     (N)    105 22 40.     (W)     SCALED    
 FN0221* NAVD 88     -      1947.284  (meters)    6388.71   (feet)  ADJUSTED  
 FN0221  ___________________________________________________________________
 FN0221  GEOID HEIGHT-         -19.18  (meters)                     GEOID03
 FN0221  DYNAMIC HT  -        1944.598 (meters)    6379.90  (feet)  COMP
 FN0221  MODELED GRAV-     979,184.8   (mgal)                       NAVD 88
 FN0221
 FN0221  VERT ORDER  -  SECOND    CLASS 0
 FN0221
 FN0221.The horizontal coordinates were scaled from a topographic map and have
 FN0221.an estimated accuracy of +/- 6 seconds.
 FN0221
 FN0221.The orthometric height was determined by differential leveling
 FN0221.and adjusted by the National Geodetic Survey in June 1991..
 FN0221
 FN0221.The geoid height was determined by GEOID03.
 FN0221
 FN0221.The dynamic height is computed by dividing the NAVD 88
 FN0221.geopotential number by the normal gravity value computed on the
 FN0221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FN0221.degrees latitude (g = 980.6199 gals.).
 FN0221
 FN0221.The modeled gravity was interpolated from observed gravity values.
 FN0221
 FN0221;                    North         East    Units  Estimated Accuracy
 FN0221;SPC NM E     -   487,280.       70,120.      MT  (+/- 180 meters Scaled)
 FN0221
 FN0221                          SUPERSEDED SURVEY CONTROL
 FN0221
 FN0221  NGVD 29 (??/??/92) 1946.359  (m)         6385.68   (f) ADJ UNCH    2 0
 FN0221
 FN0221.Superseded values are not recommended for survey control.
 FN0221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0221.See file dsdata.txt to determine how the superseded data were derived.
 FN0221
 FN0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV656162(NAD 83)
 FN0221_MARKER: DB = BENCH MARK DISK
 FN0221_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FN0221_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FN0221_STAMPING: L 66 1934
 FN0221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FN0221+STABILITY: SURFACE MOTION
 FN0221
 FN0221  HISTORY     - Date     Condition        Report By
 FN0221  HISTORY     - 1934     MONUMENTED       CGS
 FN0221  HISTORY     - 1960     GOOD             USGS
 FN0221
 FN0221                          STATION DESCRIPTION
 FN0221
 FN0221'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FN0221'4.3 MI E FROM RIBERA.
 FN0221'4.3 MI. E. ON A.T. AND S.F. RY.  AT DORETTA P.O., 100 FT. N. OF
 FN0221'BUILDING, 77 FT. S. OF CENTER LINE OF MAIN TRACK, 9 FT. W. OF MILE
 FN0221'POLE NO. 794 AND 10 FT. N.W. OF FENCE CORNER.
 FN0221
 FN0221                          STATION RECOVERY (1960)
 FN0221
 FN0221'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 FN0221'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0004 ***********************************************************************
 FP0004  DESIGNATION -  L 67
 FP0004  PID         -  FP0004
 FP0004  STATE/COUNTY-  NM/MCKINLEY
 FP0004  USGS QUAD   -  HOSTA BUTTE (1963)
 FP0004
 FP0004                         *CURRENT SURVEY CONTROL
 FP0004  ___________________________________________________________________
 FP0004* NAD 83(1986)-  35 34 29.     (N)    108 08 27.     (W)     SCALED    
 FP0004* NAVD 88     -      2281.258  (meters)    7484.43   (feet)  ADJUSTED  
 FP0004  ___________________________________________________________________
 FP0004  GEOID HEIGHT-         -20.43  (meters)                     GEOID03
 FP0004  DYNAMIC HT  -        2277.962 (meters)    7473.61  (feet)  COMP
 FP0004  MODELED GRAV-     979,106.2   (mgal)                       NAVD 88
 FP0004
 FP0004  VERT ORDER  -  SECOND    CLASS 0
 FP0004
 FP0004.The horizontal coordinates were scaled from a topographic map and have
 FP0004.an estimated accuracy of +/- 6 seconds.
 FP0004
 FP0004.The orthometric height was determined by differential leveling
 FP0004.and adjusted by the National Geodetic Survey in June 1991..
 FP0004
 FP0004.The geoid height was determined by GEOID03.
 FP0004
 FP0004.The dynamic height is computed by dividing the NAVD 88
 FP0004.geopotential number by the normal gravity value computed on the
 FP0004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0004.degrees latitude (g = 980.6199 gals.).
 FP0004
 FP0004.The modeled gravity was interpolated from observed gravity values.
 FP0004
 FP0004;                    North         East    Units  Estimated Accuracy
 FP0004;SPC NM W     -   507,380.      802,130.      MT  (+/- 180 meters Scaled)
 FP0004
 FP0004                          SUPERSEDED SURVEY CONTROL
 FP0004
 FP0004  NGVD 29 (??/??/92) 2280.118  (m)         7480.69   (f) ADJ UNCH    2 0
 FP0004
 FP0004.Superseded values are not recommended for survey control.
 FP0004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0004.See file dsdata.txt to determine how the superseded data were derived.
 FP0004
 FP0004_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYE591405(NAD 83)
 FP0004_MARKER: DB = BENCH MARK DISK
 FP0004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FP0004_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FP0004_STAMPING: L 67 1934
 FP0004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FP0004+STABILITY: SURFACE MOTION
 FP0004
 FP0004  HISTORY     - Date     Condition        Report By
 FP0004  HISTORY     - 1934     MONUMENTED       CGS
 FP0004  HISTORY     - 1960     GOOD             USGS
 FP0004
 FP0004                          STATION DESCRIPTION
 FP0004
 FP0004'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 FP0004'9.3 MI S FROM CROWNPOINT.
 FP0004'9.3 MI. S. ALONG (STATE HWY. 56) FROM THE OFFICE OF THE SUPERINTENDENT
 FP0004'OF THE INDIAN AGENCY AT CROWNPOINT, MCKINLEY COUNTY, 350 YDS. S. OF
 FP0004'THE CREST OF A HILL AT THE END OF A CANYON, (540 FT. N. OF Y-JCT. OF
 FP0004'HWY. AND TRACK RD. NW, 190 FT. N. OF DRAIN KING., 53 FT. W. OF CENTER
 FP0004'LINE OF HWY.  A STD. DISK STAMPED L 67 1934 AND SET IN THE TOP OF A
 FP0004'CONC. POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0329 ***********************************************************************
 GN0329  DESIGNATION -  L 68
 GN0329  PID         -  GN0329
 GN0329  STATE/COUNTY-  NM/SAN JUAN
 GN0329  USGS QUAD   -  PUEBLO BONITO (1966)
 GN0329
 GN0329                         *CURRENT SURVEY CONTROL
 GN0329  ___________________________________________________________________
 GN0329* NAD 83(1986)-  36 02 42.     (N)    107 58 19.     (W)     SCALED    
 GN0329* NAVD 88     -      1885.465  (meters)    6185.90   (feet)  ADJUSTED  
 GN0329  ___________________________________________________________________
 GN0329  GEOID HEIGHT-         -20.98  (meters)                     GEOID03
 GN0329  DYNAMIC HT  -        1882.938 (meters)    6177.61  (feet)  COMP
 GN0329  MODELED GRAV-     979,226.0   (mgal)                       NAVD 88
 GN0329
 GN0329  VERT ORDER  -  SECOND    CLASS 0
 GN0329
 GN0329.The horizontal coordinates were scaled from a topographic map and have
 GN0329.an estimated accuracy of +/- 6 seconds.
 GN0329
 GN0329.The orthometric height was determined by differential leveling
 GN0329.and adjusted by the National Geodetic Survey in June 1991..
 GN0329
 GN0329.The geoid height was determined by GEOID03.
 GN0329
 GN0329.The dynamic height is computed by dividing the NAVD 88
 GN0329.geopotential number by the normal gravity value computed on the
 GN0329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GN0329.degrees latitude (g = 980.6199 gals.).
 GN0329
 GN0329.The modeled gravity was interpolated from observed gravity values.
 GN0329
 GN0329;                    North         East    Units  Estimated Accuracy
 GN0329;SPC NM W     -   559,520.      817,510.      MT  (+/- 180 meters Scaled)
 GN0329
 GN0329                          SUPERSEDED SURVEY CONTROL
 GN0329
 GN0329  NGVD 29 (??/??/92) 1884.445  (m)         6182.55   (f) ADJ UNCH    2 0
 GN0329
 GN0329.Superseded values are not recommended for survey control.
 GN0329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0329.See file dsdata.txt to determine how the superseded data were derived.
 GN0329
 GN0329_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBV322930(NAD 83)
 GN0329_MARKER: DB = BENCH MARK DISK
 GN0329_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GN0329_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GN0329_STAMPING: L 68 1934
 GN0329_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GN0329+STABILITY: SURFACE MOTION
 GN0329
 GN0329  HISTORY     - Date     Condition        Report By
 GN0329  HISTORY     - 1934     MONUMENTED       CGS
 GN0329  HISTORY     - 1973     GOOD             NPS
 GN0329  HISTORY     - 1984     GOOD             NGS
 GN0329
 GN0329                          STATION DESCRIPTION
 GN0329
 GN0329'DESCRIBED BY NATIONAL PARK SERVICE 1973
 GN0329'1.4 MI S FROM PUEBLO BONITO.
 GN0329'1.4 MILES SOUTH FROM PUEBLO BONITO RUIN ALONG THE ROAD TO LAKE VALLEY
 GN0329'CHAPTER HOUSE, 18 FEET EAST OF THE ROAD CENTERLINE, AND 160 FEET SOUTH
 GN0329'OF A GATE IN THE CHACO CANYON NATIONAL MONUMENT BOUNDARY FENCE ACROSS
 GN0329'SOUTH GAP.
 GN0329
 GN0329                          STATION RECOVERY (1984)
 GN0329
 GN0329'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GN0329'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0545 ***********************************************************************
 DQ0545  DESIGNATION -  L 7
 DQ0545  PID         -  DQ0545
 DQ0545  STATE/COUNTY-  NM/ROOSEVELT
 DQ0545  USGS QUAD   -  BADGER LAKE (1979)
 DQ0545
 DQ0545                         *CURRENT SURVEY CONTROL
 DQ0545  ___________________________________________________________________
 DQ0545* NAD 83(1986)-  33 58 55.     (N)    103 37 09.     (W)     SCALED    
 DQ0545* NAVD 88     -      1347.311  (meters)    4420.30   (feet)  ADJUSTED  
 DQ0545  ___________________________________________________________________
 DQ0545  GEOID HEIGHT-         -22.75  (meters)                     GEOID03
 DQ0545  DYNAMIC HT  -        1345.511 (meters)    4414.40  (feet)  COMP
 DQ0545  MODELED GRAV-     979,252.6   (mgal)                       NAVD 88
 DQ0545
 DQ0545  VERT ORDER  -  FIRST     CLASS II
 DQ0545
 DQ0545.The horizontal coordinates were scaled from a topographic map and have
 DQ0545.an estimated accuracy of +/- 6 seconds.
 DQ0545
 DQ0545.The orthometric height was determined by differential leveling
 DQ0545.and adjusted by the National Geodetic Survey in June 1991..
 DQ0545
 DQ0545.The geoid height was determined by GEOID03.
 DQ0545
 DQ0545.The dynamic height is computed by dividing the NAVD 88
 DQ0545.geopotential number by the normal gravity value computed on the
 DQ0545.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ0545.degrees latitude (g = 980.6199 gals.).
 DQ0545
 DQ0545.The modeled gravity was interpolated from observed gravity values.
 DQ0545
 DQ0545;                    North         East    Units  Estimated Accuracy
 DQ0545;SPC NM E     -   330,880.      230,990.      MT  (+/- 180 meters Scaled)
 DQ0545
 DQ0545                          SUPERSEDED SURVEY CONTROL
 DQ0545
 DQ0545.No superseded survey control is available for this station.
 DQ0545
 DQ0545_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFT275610(NAD 83)
 DQ0545_MARKER: DB = BENCH MARK DISK
 DQ0545_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0545_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DQ0545_STAMPING: L 7 1916
 DQ0545_MARK LOGO: CGS   
 DQ0545_PROJECTION: PROJECTING 5 CENTIMETERS
 DQ0545_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ0545+STABILITY: SURFACE MOTION
 DQ0545
 DQ0545  HISTORY     - Date     Condition        Report By
 DQ0545  HISTORY     - 1916     MONUMENTED       CGS
 DQ0545  HISTORY     - 1944     GOOD             NGS
 DQ0545  HISTORY     - 1982     GOOD             NGS
 DQ0545
 DQ0545                          STATION DESCRIPTION
 DQ0545
 DQ0545'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 DQ0545'3.2 MI NE FROM ELIDA.
 DQ0545'3.2 MILES NORTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 DQ0545'FROM THE STATION AT ELIDA, 88 FEET NORTHWEST OF MILEPOST 39, 98 FEET
 DQ0545'NORTHWEST OF THE CENTERLINE OF THE TRACK, 2 FEET SOUTH-EAST OF AN IRON
 DQ0545'RIGHT-OF-WAY POST, AND 2 FEET EAST OF A WHITE WOODEN WITNESS POST. A
 DQ0545'STANDARD DISK, STAMPED L 7 1916 AND SET IN THE TOP OF A CONCRETE POST
 DQ0545'PROJECTING 0.6 FOOT ABOVE GROUND.
 DQ0545
 DQ0545                          STATION RECOVERY (1982)
 DQ0545
 DQ0545'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 DQ0545'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  21.6 KM (13.4
 DQ0545'MI) NORTHEASTERLY ALONG U.S. HIGHWAY 70 FROM THE POST OFFICE IN
 DQ0545'KENNA, 28.7 METERS (94.2 FT) NORTHWEST OF THE NEAR RAIL OF THE SANTA
 DQ0545'FE RAILROAD, 28.0 METERS (91.9 FT) NORTH-NORTHWEST OF RAILROAD
 DQ0545'MILEPOST 39, 1.0 METER (3.3 FT) SOUTH OF A STEEL RIGHT-OF-WAY MARKER,
 DQ0545'0.9 METER (3.0 FT) SOUTHEAST OF A FENCE AND 0.3 METER (1.0 FT)
 DQ0545'SOUTHEAST OF A WOODEN WITNESS POST.
 DQ0545'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 DQ0545'THE MARK IS 0.6 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0371 ***********************************************************************
 GN0371  DESIGNATION -  L 70
 GN0371  PID         -  GN0371
 GN0371  STATE/COUNTY-  NM/SAN JUAN
 GN0371  USGS QUAD   -  CUTTER CANYON (1985)
 GN0371
 GN0371                         *CURRENT SURVEY CONTROL
 GN0371  ___________________________________________________________________
 GN0371* NAD 83(1986)-  36 39 46.     (N)    107 43 10.     (W)     SCALED    
 GN0371* NAVD 88     -      1755.759  (meters)    5760.35   (feet)  ADJUSTED  
 GN0371  ___________________________________________________________________
 GN0371  GEOID HEIGHT-         -20.69  (meters)                     GEOID03
 GN0371  DYNAMIC HT  -        1753.513 (meters)    5752.98  (feet)  COMP
 GN0371  MODELED GRAV-     979,291.0   (mgal)                       NAVD 88
 GN0371
 GN0371  VERT ORDER  -  SECOND    CLASS 0
 GN0371
 GN0371.The horizontal coordinates were scaled from a topographic map and have
 GN0371.an estimated accuracy of +/- 6 seconds.
 GN0371
 GN0371.The orthometric height was determined by differential leveling
 GN0371.and adjusted by the National Geodetic Survey in June 1991..
 GN0371
 GN0371.The geoid height was determined by GEOID03.
 GN0371
 GN0371.The dynamic height is computed by dividing the NAVD 88
 GN0371.geopotential number by the normal gravity value computed on the
 GN0371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GN0371.degrees latitude (g = 980.6199 gals.).
 GN0371
 GN0371.The modeled gravity was interpolated from observed gravity values.
 GN0371
 GN0371;                    North         East    Units  Estimated Accuracy
 GN0371;SPC NM W     -   628,070.      840,180.      MT  (+/- 180 meters Scaled)
 GN0371
 GN0371                          SUPERSEDED SURVEY CONTROL
 GN0371
 GN0371  NGVD 29 (??/??/92) 1754.761  (m)         5757.08   (f) ADJ UNCH    2 0
 GN0371
 GN0371.Superseded values are not recommended for survey control.
 GN0371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0371.See file dsdata.txt to determine how the superseded data were derived.
 GN0371
 GN0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBA569609(NAD 83)
 GN0371_MARKER: DB = BENCH MARK DISK
 GN0371_SETTING: 80 = SET IN A BOULDER
 GN0371_STAMPING: L-70 1934
 GN0371_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GN0371+STABILITY: SURFACE MOTION
 GN0371
 GN0371  HISTORY     - Date     Condition        Report By
 GN0371  HISTORY     - 1934     MONUMENTED       CGS
 GN0371  HISTORY     - 1981     MARK NOT FOUND   USGS
 GN0371
 GN0371                          STATION DESCRIPTION
 GN0371
 GN0371'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GN0371'8.7 MI SE FROM BLANCO.
 GN0371'8.7 MI SOUTHEAST ON STATE HWY NO. 44 ABOUT 0.3 MI NORTHWEST OF A LARGE
 GN0371'DRY WASH, 22 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, AND SET IN A
 GN0371'BROWN SANDSTONE BOULDER AT THE EDGE OF AN OUTCROP.
 GN0371
 GN0371                          STATION RECOVERY (1981)
 GN0371
 GN0371'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 GN0371'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0308 ***********************************************************************
 GN0308  DESIGNATION -  L 71
 GN0308  PID         -  GN0308
 GN0308  STATE/COUNTY-  NM/SANDOVAL
 GN0308  USGS QUAD   -  COUNSELOR (1978)
 GN0308
 GN0308                         *CURRENT SURVEY CONTROL
 GN0308  ___________________________________________________________________
 GN0308* NAD 83(1992)-  36 10 52.23744(N)    107 25 33.51934(W)     ADJUSTED  
 GN0308* NAVD 88     -      2124.972  (meters)    6971.68   (feet)  ADJUSTED  
 GN0308  ___________________________________________________________________
 GN0308  LAPLACE CORR-           1.56  (seconds)                    DEFLEC99
 GN0308  GEOID HEIGHT-         -20.34  (meters)                     GEOID03
 GN0308  DYNAMIC HT  -        2122.049 (meters)    6962.09  (feet)  COMP
 GN0308  MODELED GRAV-     979,181.2   (mgal)                       NAVD 88
 GN0308
 GN0308  HORZ ORDER  -  THIRD
 GN0308  VERT ORDER  -  SECOND    CLASS 0
 GN0308
 GN0308.The horizontal coordinates were established by classical geodetic methods
 GN0308.and adjusted by the National Geodetic Survey in December 1993..
 GN0308.No horizontal observational check was made to the station.
 GN0308
 GN0308.The orthometric height was determined by differential leveling
 GN0308.and adjusted by the National Geodetic Survey in June 1991..
 GN0308
 GN0308.The Laplace correction was computed from DEFLEC99 derived deflections.
 GN0308
 GN0308.The geoid height was determined by GEOID03.
 GN0308
 GN0308.The dynamic height is computed by dividing the NAVD 88
 GN0308.geopotential number by the normal gravity value computed on the
 GN0308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GN0308.degrees latitude (g = 980.6199 gals.).
 GN0308
 GN0308.The modeled gravity was interpolated from observed gravity values.
 GN0308
 GN0308;                    North         East     Units Scale Factor Converg.
 GN0308;SPC NM C     -   575,255.302   394,220.889   MT  1.00003782   -0 41 39.4
 GN0308;SPC NM C     - 1,887,316.77  1,293,373.03   sFT  1.00003782   -0 41 39.4
 GN0308;UTM  13      - 4,006,771.508   281,833.698   MT  1.00018649   -1 25 57.8
 GN0308
 GN0308!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GN0308!SPC NM C     -   0.99966979  x   1.00003782  =   0.99970760
 GN0308!UTM  13      -   0.99966979  x   1.00018649  =   0.99985622
 GN0308
 GN0308                          SUPERSEDED SURVEY CONTROL
 GN0308
 GN0308  NAD 83(1986)-  36 10 52.23597(N)    107 25 33.52356(W) AD(       ) 3
 GN0308  NAD 27      -  36 10 52.18580(N)    107 25 31.34140(W) AD(       ) 3
 GN0308  NGVD 29 (??/??/92) 2123.897  (m)         6968.15   (f) ADJ UNCH    2 0
 GN0308
 GN0308.Superseded values are not recommended for survey control.
 GN0308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0308.See file dsdata.txt to determine how the superseded data were derived.
 GN0308
 GN0308_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBA8183406772(NAD 83)
 GN0308_MARKER: DB = BENCH MARK DISK
 GN0308_SETTING: 66 = SET IN ROCK OUTCROP
 GN0308_SP_SET: SANDSTONE
 GN0308_STAMPING: L 71 1934
 GN0308_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GN0308+STABILITY: POSITION/ELEVATION WELL
 GN0308
 GN0308  HISTORY     - Date     Condition        Report By
 GN0308  HISTORY     - 1958     MONUMENTED       CGS
 GN0308  HISTORY     - 1966     GOOD             USGS
 GN0308
 GN0308                          STATION DESCRIPTION
 GN0308
 GN0308'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 GN0308'STATION STONE IS LOCATED ABOUT 3 MILES SOUTHEAST OF COUNSELORS
 GN0308'POST AND 1 MILE SOUTH OF HIGHWAY 44 ON A LOW SADDLE.  IT IS
 GN0308'20 FEET EAST OF THE CENTER OF A TRACK ROAD.
 GN0308'
 GN0308'COAST AND GEODETIC SURVEY BENCH MARK NO. L 71 1934 WAS LOCATED.
 GN0308'IT IS A STANDARD DISC SET IN A DRILL HOLE IN AN IRREGULAR
 GN0308'SHAPED BOULDER WHICH PROJECTS 3 FEET AND IS 30 FEET SOUTH
 GN0308'OF A 40 FEET SAND STONE CLIFF AND 89 FEET NORTH OF THE CENTER
 GN0308'OF A TRACK ROAD.  IT IS A STANDARD BENCH MARK DISC STAMPED
 GN0308'L 71 1934.
 GN0308'
 GN0308'TO REACH STATION STONE FROM COUNSELORS POST WHICH IS ON HIGHWAY 44,
 GN0308'GO SOUTHEAST ON HIGHWAY 44 FOR 3.0 MILES TO A SIDE ROAD RIGHT,
 GN0308'TURN RIGHT AND GO 1.6 MILES TO A T-JUNCTION, TURN LEFT AND
 GN0308'GO 0.4 MILES TO THE BENCH MARK ON THE LEFT AS DESCRIBED.
 GN0308
 GN0308                          STATION RECOVERY (1966)
 GN0308
 GN0308'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 GN0308'2.1 MI SE FROM COUNSELORS.
 GN0308'COUNSELORS, SANDOVAL COUNTY, NEW MEXICO, 2.1 MI. SOUTHEAST OF ALONG
 GN0308'COUNSELORS-PUEBLO PINTADO ROAD TO A Y-JUNCTION AT A CURVE.  THENCE
 GN0308'LEFT (EASTERLY) 0.8 MI. ALONG A TRACK ROAD TO RD.-JUNC 150 FT. EAST OF
 GN0308'FORD.  THENCE RIGHT (SOUTHERLY) 0.4 MI. APPROXIMATELY 400 FT.
 GN0308'NORTHWEST OF RD.-JUNCTION AT CREST.  90 FT. NORTHEAST OF TRACK ROAD, A
 GN0308'STANDARD TABLET CEMENTED IN A DRILL HOLE FLUSH WITH SANDSTONE OUTCROP
 GN0308'STAMPED L-71 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0220 ***********************************************************************
 GN0220  DESIGNATION -  L 72
 GN0220  PID         -  GN0220
 GN0220  STATE/COUNTY-  NM/SANDOVAL
 GN0220  USGS QUAD   -  REGINA (1963)
 GN0220
 GN0220                         *CURRENT SURVEY CONTROL
 GN0220  ___________________________________________________________________
 GN0220* NAD 83(1986)-  36 12 43.     (N)    106 55 18.     (W)     SCALED    
 GN0220* NAVD 88     -      2291.233  (meters)    7517.15   (feet)  ADJUSTED  
 GN0220  ___________________________________________________________________
 GN0220  GEOID HEIGHT-         -19.03  (meters)                     GEOID03
 GN0220  DYNAMIC HT  -        2288.020 (meters)    7506.61  (feet)  COMP
 GN0220  MODELED GRAV-     979,147.5   (mgal)                       NAVD 88
 GN0220
 GN0220  VERT ORDER  -  SECOND    CLASS 0
 GN0220
 GN0220.The horizontal coordinates were scaled from a topographic map and have
 GN0220.an estimated accuracy of +/- 6 seconds.
 GN0220
 GN0220.The orthometric height was determined by differential leveling
 GN0220.and adjusted by the National Geodetic Survey in June 1991..
 GN0220
 GN0220.The geoid height was determined by GEOID03.
 GN0220
 GN0220.The dynamic height is computed by dividing the NAVD 88
 GN0220.geopotential number by the normal gravity value computed on the
 GN0220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GN0220.degrees latitude (g = 980.6199 gals.).
 GN0220
 GN0220.The modeled gravity was interpolated from observed gravity values.
 GN0220
 GN0220;                    North         East    Units  Estimated Accuracy
 GN0220;SPC NM C     -   578,240.      439,610.      MT  (+/- 180 meters Scaled)
 GN0220
 GN0220                          SUPERSEDED SURVEY CONTROL
 GN0220
 GN0220  NGVD 29 (??/??/92) 2290.097  (m)         7513.43   (f) ADJ UNCH    2 0
 GN0220
 GN0220.Superseded values are not recommended for survey control.
 GN0220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0220.See file dsdata.txt to determine how the superseded data were derived.
 GN0220
 GN0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCA272091(NAD 83)
 GN0220_MARKER: DB = BENCH MARK DISK
 GN0220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GN0220_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GN0220_STAMPING: L 72 1934
 GN0220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GN0220+STABILITY: SURFACE MOTION
 GN0220
 GN0220  HISTORY     - Date     Condition        Report By
 GN0220  HISTORY     - 1934     MONUMENTED       CGS
 GN0220  HISTORY     - 1963     GOOD             USGS
 GN0220
 GN0220                          STATION DESCRIPTION
 GN0220
 GN0220'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 GN0220'2.9 MI N FROM REGINA.
 GN0220'ABOUT 1.6 MI. N. ALONG STATE HIGHWAY 112 AND 96 TO RD. LEADING TO
 GN0220'REEDS RANCH.  THENCE 1.6 MI. NE. ALONG DIRT RD.  ABOUT 0.5 MI. NE. OF
 GN0220'REEDS RANCH HOUSE, 54 YARDS N. OF AN ANGLE CORNER IN THE FOUR WIRE
 GN0220'BOUNDARY FENCE OF THE SANTA FE NATIONAL FOREST, AND 37 FEET NW. OF
 GN0220'DIRT RD.  A STANDARD DISK, STAMPED L 72 1934 AND SET IN TOP OF A
 GN0220'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0175 ***********************************************************************
 GN0175  DESIGNATION -  L 73
 GN0175  PID         -  GN0175
 GN0175  STATE/COUNTY-  NM/RIO ARRIBA
 GN0175  USGS QUAD   -  MEDANALES (1995)
 GN0175
 GN0175                         *CURRENT SURVEY CONTROL
 GN0175  ___________________________________________________________________
 GN0175* NAD 83(1986)-  36 09 30.     (N)    106 11 01.     (W)     SCALED    
 GN0175* NAVD 88     -      1796.123  (meters)    5892.78   (feet)  ADJUSTED  
 GN0175  ___________________________________________________________________
 GN0175  GEOID HEIGHT-         -18.99  (meters)                     GEOID03
 GN0175  DYNAMIC HT  -        1793.718 (meters)    5884.89  (feet)  COMP
 GN0175  MODELED GRAV-     979,230.7   (mgal)                       NAVD 88
 GN0175
 GN0175  VERT ORDER  -  SECOND    CLASS 0
 GN0175
 GN0175.The horizontal coordinates were scaled from a topographic map and have
 GN0175.an estimated accuracy of +/- 6 seconds.
 GN0175
 GN0175.The orthometric height was determined by differential leveling
 GN0175.and adjusted by the National Geodetic Survey in June 1991..
 GN0175
 GN0175.The geoid height was determined by GEOID03.
 GN0175
 GN0175.The dynamic height is computed by dividing the NAVD 88
 GN0175.geopotential number by the normal gravity value computed on the
 GN0175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GN0175.degrees latitude (g = 980.6199 gals.).
 GN0175
 GN0175.The modeled gravity was interpolated from observed gravity values.
 GN0175
 GN0175;                    North         East    Units  Estimated Accuracy
 GN0175;SPC NM C     -   572,080.      505,970.      MT  (+/- 180 meters Scaled)
 GN0175
 GN0175                          SUPERSEDED SURVEY CONTROL
 GN0175
 GN0175  NGVD 29 (??/??/92) 1795.075  (m)         5889.34   (f) ADJ UNCH    2 0
 GN0175
 GN0175.Superseded values are not recommended for survey control.
 GN0175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0175.See file dsdata.txt to determine how the superseded data were derived.
 GN0175
 GN0175_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCA935021(NAD 83)
 GN0175_MARKER: DB = BENCH MARK DISK
 GN0175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GN0175_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GN0175_STAMPING: L 73 1934
 GN0175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GN0175+STABILITY: SURFACE MOTION
 GN0175
 GN0175  HISTORY     - Date     Condition        Report By
 GN0175  HISTORY     - 1934     MONUMENTED       CGS
 GN0175  HISTORY     - 1939     GOOD             NGS
 GN0175  HISTORY     - 1951     GOOD             DOD
 GN0175
 GN0175                          STATION DESCRIPTION
 GN0175
 GN0175'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 GN0175'9.4 MI SE FROM ABIQUIU.
 GN0175'9.4 MILES SOUTHEAST OF POST OFFICE.  ALONG  U. S. HYWAY NO. 285. 148
 GN0175'FEET SOUTHWEST OF THE CENTERLINE OF THE HYWAY.  100 FEET SOUTHWEST OF
 GN0175'A WIRE FENCE.  15 FEET ABOVE THE LEVEL OF THE ROAD.  78 YARDS WEST OF
 GN0175'A DRY WASH.
 GN0175
 GN0175                          STATION RECOVERY (1951)
 GN0175
 GN0175'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1951
 GN0175'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0047 ***********************************************************************
 FO0047  DESIGNATION -  L 74
 FO0047  PID         -  FO0047
 FO0047  STATE/COUNTY-  NM/SANDOVAL
 FO0047  USGS QUAD   -  SANTO DOMINGO PUEBLO (1993)
 FO0047
 FO0047                         *CURRENT SURVEY CONTROL
 FO0047  ___________________________________________________________________
 FO0047* NAD 83(1986)-  35 37 29.     (N)    106 19 16.     (W)     SCALED    
 FO0047* NAVD 88     -      1615.481  (meters)    5300.12   (feet)  ADJUSTED  
 FO0047  ___________________________________________________________________
 FO0047  GEOID HEIGHT-         -20.21  (meters)                     GEOID03
 FO0047  DYNAMIC HT  -        1613.297 (meters)    5292.96  (feet)  COMP
 FO0047  MODELED GRAV-     979,226.1   (mgal)                       NAVD 88
 FO0047
 FO0047  VERT ORDER  -  FIRST     CLASS II
 FO0047
 FO0047.The horizontal coordinates were scaled from a topographic map and have
 FO0047.an estimated accuracy of +/- 6 seconds.
 FO0047
 FO0047.The orthometric height was determined by differential leveling
 FO0047.and adjusted by the National Geodetic Survey in June 1991..
 FO0047
 FO0047.The geoid height was determined by GEOID03.
 FO0047
 FO0047.The dynamic height is computed by dividing the NAVD 88
 FO0047.geopotential number by the normal gravity value computed on the
 FO0047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0047.degrees latitude (g = 980.6199 gals.).
 FO0047
 FO0047.The modeled gravity was interpolated from observed gravity values.
 FO0047
 FO0047;                    North         East    Units  Estimated Accuracy
 FO0047;SPC NM C     -   512,880.      493,560.      MT  (+/- 180 meters Scaled)
 FO0047
 FO0047                          SUPERSEDED SURVEY CONTROL
 FO0047
 FO0047  NGVD 29 (??/??/92) 1614.552  (m)         5297.08   (f) ADJ UNCH    1 2
 FO0047
 FO0047.Superseded values are not recommended for survey control.
 FO0047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0047.See file dsdata.txt to determine how the superseded data were derived.
 FO0047
 FO0047_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV803431(NAD 83)
 FO0047_MARKER: DB = BENCH MARK DISK
 FO0047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FO0047_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FO0047_STAMPING: L 74 1934
 FO0047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO0047+STABILITY: SURFACE MOTION
 FO0047
 FO0047  HISTORY     - Date     Condition        Report By
 FO0047  HISTORY     - 1934     MONUMENTED       CGS
 FO0047  HISTORY     - 1951     GOOD             NGS
 FO0047  HISTORY     - 1955     GOOD             NGS
 FO0047  HISTORY     - 19990105 MARK NOT FOUND   NGS
 FO0047
 FO0047                          STATION DESCRIPTION
 FO0047
 FO0047'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 FO0047'4.2 MI N FROM PENABLANCA.
 FO0047'4.2 MILES NORTH ALONG A GRAVELED ROAD FROM THE CATHOLIC CHURCH AT
 FO0047'PENABLANCA, 0.4 MILE NORTH OF A BRIDGE OVER THE RIO GRANDE RIVER, 175
 FO0047'FEET NORTH OF THE CENTER OF A JUNCTION WITH A ROAD LEADING NORTH TO
 FO0047'BLAND, 41 FEET WEST OF THE CENTER LINE OF THE ROAD LEADING NORTH TO
 FO0047'BLAND, 33 FEET EAST OF THE CENTER LINE OF A GRAVELED ROAD LEADING WEST
 FO0047'TO JAMES, 2 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 FO0047'POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 FO0047
 FO0047                          STATION RECOVERY (1955)
 FO0047
 FO0047'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 FO0047'RECOVERED IN GOOD CONDITION.
 FO0047
 FO0047                          STATION RECOVERY (1999)
 FO0047
 FO0047'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (WAS)
 FO0047'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0129 ***********************************************************************
 FN0129  DESIGNATION -  L 75
 FN0129  PID         -  FN0129
 FN0129  STATE/COUNTY-  NM/MORA
 FN0129  USGS QUAD   -  LOMA PARDA (1963)
 FN0129
 FN0129                         *CURRENT SURVEY CONTROL
 FN0129  ___________________________________________________________________
 FN0129* NAD 83(1986)-  35 46 08.     (N)    105 00 06.     (W)     SCALED    
 FN0129* NAVD 88     -      1971.310  (meters)    6467.54   (feet)  ADJUSTED  
 FN0129  ___________________________________________________________________
 FN0129  GEOID HEIGHT-         -18.85  (meters)                     GEOID03
 FN0129  DYNAMIC HT  -        1968.636 (meters)    6458.77  (feet)  COMP
 FN0129  MODELED GRAV-     979,205.9   (mgal)                       NAVD 88
 FN0129
 FN0129  VERT ORDER  -  SECOND    CLASS 0
 FN0129
 FN0129.The horizontal coordinates were scaled from a topographic map and have
 FN0129.an estimated accuracy of +/- 6 seconds.
 FN0129
 FN0129.The orthometric height was determined by differential leveling
 FN0129.and adjusted by the National Geodetic Survey in June 1991..
 FN0129
 FN0129.The geoid height was determined by GEOID03.
 FN0129
 FN0129.The dynamic height is computed by dividing the NAVD 88
 FN0129.geopotential number by the normal gravity value computed on the
 FN0129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FN0129.degrees latitude (g = 980.6199 gals.).
 FN0129
 FN0129.The modeled gravity was interpolated from observed gravity values.
 FN0129
 FN0129;                    North         East    Units  Estimated Accuracy
 FN0129;SPC NM E     -   529,080.      104,570.      MT  (+/- 180 meters Scaled)
 FN0129
 FN0129                          SUPERSEDED SURVEY CONTROL
 FN0129
 FN0129  NGVD 29 (??/??/92) 1970.352  (m)         6464.40   (f) ADJ UNCH    2 0
 FN0129
 FN0129.Superseded values are not recommended for survey control.
 FN0129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0129.See file dsdata.txt to determine how the superseded data were derived.
 FN0129
 FN0129_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV998583(NAD 83)
 FN0129_MARKER: DB = BENCH MARK DISK
 FN0129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FN0129_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FN0129_STAMPING: L 75 1934
 FN0129_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FN0129+STABILITY: SURFACE MOTION
 FN0129
 FN0129  HISTORY     - Date     Condition        Report By
 FN0129  HISTORY     - 1934     MONUMENTED       CGS
 FN0129
 FN0129                          STATION DESCRIPTION
 FN0129
 FN0129'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FN0129'1.8 MI SW FROM WATROUS.
 FN0129'1.8 MILES SOUTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 FN0129'FROM WATROUS, MORA COUNTY, 9 FEET WEST OF MILE- POST 752, 46 FEET
 FN0129'NORTHWEST OF THE CENTERLINE OF THE TRACK, AND 4 FEET SOUTHEAST OF A
 FN0129'FENCE.  A STANDARD DISK, STAMPED L 75 1934 AND SET IN THE TOP OF A
 FN0129'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0163 ***********************************************************************
 GM0163  DESIGNATION -  L 76
 GM0163  PID         -  GM0163
 GM0163  STATE/COUNTY-  NM/COLFAX
 GM0163  USGS QUAD   -  PINON HILLS (1964)
 GM0163
 GM0163                         *CURRENT SURVEY CONTROL
 GM0163  ___________________________________________________________________
 GM0163* NAD 83(1986)-  36 16 35.     (N)    104 37 37.     (W)     SCALED    
 GM0163* NAVD 88     -      1828.043  (meters)    5997.50   (feet)  ADJUSTED  
 GM0163  ___________________________________________________________________
 GM0163  GEOID HEIGHT-         -18.93  (meters)                     GEOID03
 GM0163  DYNAMIC HT  -        1825.693 (meters)    5989.79  (feet)  COMP
 GM0163  MODELED GRAV-     979,282.3   (mgal)                       NAVD 88
 GM0163
 GM0163  VERT ORDER  -  SECOND    CLASS 0
 GM0163
 GM0163.The horizontal coordinates were scaled from a topographic map and have
 GM0163.an estimated accuracy of +/- 6 seconds.
 GM0163
 GM0163.The orthometric height was determined by differential leveling
 GM0163.and adjusted by the National Geodetic Survey in June 1991..
 GM0163
 GM0163.The geoid height was determined by GEOID03.
 GM0163
 GM0163.The dynamic height is computed by dividing the NAVD 88
 GM0163.geopotential number by the normal gravity value computed on the
 GM0163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GM0163.degrees latitude (g = 980.6199 gals.).
 GM0163
 GM0163.The modeled gravity was interpolated from observed gravity values.
 GM0163
 GM0163;                    North         East    Units  Estimated Accuracy
 GM0163;SPC NM E     -   585,220.      138,620.      MT  (+/- 180 meters Scaled)
 GM0163
 GM0163                          SUPERSEDED SURVEY CONTROL
 GM0163
 GM0163  NGVD 29 (??/??/92) 1827.186  (m)         5994.69   (f) ADJ UNCH    2 0
 GM0163
 GM0163.Superseded values are not recommended for survey control.
 GM0163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0163.See file dsdata.txt to determine how the superseded data were derived.
 GM0163
 GM0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEA335146(NAD 83)
 GM0163_MARKER: DB = BENCH MARK DISK
 GM0163_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GM0163_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GM0163_STAMPING: L 76 1934
 GM0163_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GM0163+STABILITY: SURFACE MOTION
 GM0163_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GM0163+SATELLITE: SATELLITE OBSERVATIONS - May 27, 2005
 GM0163
 GM0163  HISTORY     - Date     Condition        Report By
 GM0163  HISTORY     - 1934     MONUMENTED       CGS
 GM0163  HISTORY     - 1964     GOOD             NGS
 GM0163  HISTORY     - 20050527 GOOD             NGS
 GM0163
 GM0163                          STATION DESCRIPTION
 GM0163
 GM0163'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 GM0163'4.1 MI NE FROM COLMOR.
 GM0163'4.1 MILES NORTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 GM0163'FROM COLMOR, COLFAX COUNTY, 3 POLES NORTH OF MILEPOST 706, AT A ROAD
 GM0163'CROSSING, 68 FEET WEST OF THE CENTERLINE OF THE TRACK, 31 FEET SOUTH
 GM0163'OF THE CENTERLINE OF THE ROAD, AND 161 FEET EAST OF THE CENTERLINE OF
 GM0163'US HWY 85.  A STANDARD DISK, STAMPED L 76 1934, SET IN THE TOP OF A
 GM0163'CONCRETE POST.
 GM0163
 GM0163                          STATION RECOVERY (2005)
 GM0163
 GM0163'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DW)
 GM0163'OLD US 85 IS NOW FRONTAGE ROAD FOR INTERSTATE 25.  RR IS NOW PART OF
 GM0163'BNSF SYSTEM.  A WITNESS POST IS PRESENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0254 ***********************************************************************
 FN0254  DESIGNATION -  L 77
 FN0254  PID         -  FN0254
 FN0254  STATE/COUNTY-  NM/GUADALUPE
 FN0254  USGS QUAD   -  DILIA (1963)
 FN0254
 FN0254                         *CURRENT SURVEY CONTROL
 FN0254  ___________________________________________________________________
 FN0254* NAD 83(1986)-  35 10 41.     (N)    105 03 38.     (W)     SCALED    
 FN0254* NAVD 88     -      1567.490  (meters)    5142.67   (feet)  ADJUSTED  
 FN0254  ___________________________________________________________________
 FN0254  GEOID HEIGHT-         -20.74  (meters)                     GEOID03
 FN0254  DYNAMIC HT  -        1565.409 (meters)    5135.85  (feet)  COMP
 FN0254  MODELED GRAV-     979,251.5   (mgal)                       NAVD 88
 FN0254
 FN0254  VERT ORDER  -  SECOND    CLASS 0
 FN0254
 FN0254.The horizontal coordinates were scaled from a topographic map and have
 FN0254.an estimated accuracy of +/- 6 seconds.
 FN0254
 FN0254.The orthometric height was determined by differential leveling
 FN0254.and adjusted by the National Geodetic Survey in June 1991..
 FN0254
 FN0254.The geoid height was determined by GEOID03.
 FN0254
 FN0254.The dynamic height is computed by dividing the NAVD 88
 FN0254.geopotential number by the normal gravity value computed on the
 FN0254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FN0254.degrees latitude (g = 980.6199 gals.).
 FN0254
 FN0254.The modeled gravity was interpolated from observed gravity values.
 FN0254
 FN0254;                    North         East    Units  Estimated Accuracy
 FN0254;SPC NM E     -   463,570.       98,760.      MT  (+/- 180 meters Scaled)
 FN0254
 FN0254                          SUPERSEDED SURVEY CONTROL
 FN0254
 FN0254  NGVD 29 (??/??/92) 1566.731  (m)         5140.18   (f) ADJ UNCH    2 0
 FN0254
 FN0254.Superseded values are not recommended for survey control.
 FN0254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0254.See file dsdata.txt to determine how the superseded data were derived.
 FN0254
 FN0254_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDU944927(NAD 83)
 FN0254_MARKER: DB = BENCH MARK DISK
 FN0254_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FN0254_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FN0254_STAMPING: L 77 1934
 FN0254_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FN0254+STABILITY: SURFACE MOTION
 FN0254
 FN0254  HISTORY     - Date     Condition        Report By
 FN0254  HISTORY     - 1934     MONUMENTED       CGS
 FN0254
 FN0254                          STATION DESCRIPTION
 FN0254
 FN0254'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 FN0254'1.0 MI SE FROM DILIA.
 FN0254'1.0 MILE SOUTHEAST ALONG U. S. HIGHWAY 84 FROM DILIA, QUADALUPE
 FN0254'COUNTY, NORTH OF THE BRIDGE OVER PECOS RIVER, 35 FEET WEST OF THE
 FN0254'CENTERLINE OF THE HIGHWAY, IN LINE WITH A ROW OF POLES, 24 FEET SOUTH
 FN0254'OF A POLE, 2 FEET EAST OF A FENCE, AND 2 FEET HIGHER THAN THE HIGHWAY.
 FN0254'A STANDARD DISK, SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0141 ***********************************************************************
 FN0141  DESIGNATION -  L 78 RESET
 FN0141  PID         -  FN0141
 FN0141  STATE/COUNTY-  NM/MORA
 FN0141  USGS QUAD   -  MORA (1965)
 FN0141
 FN0141                         *CURRENT SURVEY CONTROL
 FN0141  ___________________________________________________________________
 FN0141* NAD 83(1986)-  35 55 57.     (N)    105 15 09.     (W)     SCALED    
 FN0141* NAVD 88     -      2162.90   (+/-2cm)    7096.1    (feet)  VERTCON   
 FN0141  ___________________________________________________________________
 FN0141  GEOID HEIGHT-         -17.98  (meters)                     GEOID03
 FN0141
 FN0141  VERT ORDER  -  THIRD (See Below)
 FN0141
 FN0141.The horizontal coordinates were scaled from a topographic map and have
 FN0141.an estimated accuracy of +/- 6 seconds.
 FN0141
 FN0141.The NAVD 88 height was computed by applying the VERTCON shift value to
 FN0141.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FN0141.The vertical order pertains to the NGVD 29 superseded value.
 FN0141
 FN0141.The geoid height was determined by GEOID03.
 FN0141
 FN0141;                    North         East    Units  Estimated Accuracy
 FN0141;SPC NM E     -   547,420.       82,060.      MT  (+/- 180 meters Scaled)
 FN0141
 FN0141                          SUPERSEDED SURVEY CONTROL
 FN0141
 FN0141  NGVD 29 (??/??/??) 2161.82   (m)         7092.6    (f) RESET       3  
 FN0141
 FN0141.Superseded values are not recommended for survey control.
 FN0141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0141.See file dsdata.txt to determine how the superseded data were derived.
 FN0141
 FN0141_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV772764(NAD 83)
 FN0141_MARKER: DB = BENCH MARK DISK
 FN0141_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FN0141_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FN0141_STAMPING: L 78 RESET 1962
 FN0141_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FN0141+STABILITY: SURFACE MOTION
 FN0141
 FN0141  HISTORY     - Date     Condition        Report By
 FN0141  HISTORY     - 1962     MONUMENTED       MNHD
 FN0141  HISTORY     - 1964     GOOD             NGS
 FN0141
 FN0141                          STATION DESCRIPTION
 FN0141
 FN0141'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 FN0141'6.0 MI S FROM MORA.
 FN0141'ABOUT 6.0 MILES SOUTH ALONG STATE HIGHWAY 3 FROM MORA, ABOUT 80 YARDS
 FN0141'NORTH OF A CONCRETE CULVERT, 73 FEET EAST OF THE CENTER LINE OF THE
 FN0141'HIGHWAY, 2 FEET NORTH OF A THREE-WAY FENCE CORNER, AND SET IN THE TOP
 FN0141'OF A CONCRETE POST 9 1/2 X 9 1/2 IN. BY 4 1/2 FOOT.  THE CONCRETE POST
 FN0141'IS FLUSH WITH THE SURFACE OF THE GROUND.  THE BENCH MARK IS 0.6 MILE
 FN0141'SOUTH OF THE JUNCTION OF STATE HIGHWAYS 3 AND 21 AND FROM VILLAGE OF
 FN0141'LA CUEVA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0487 ***********************************************************************
 GM0487  DESIGNATION -  L 79
 GM0487  PID         -  GM0487
 GM0487  STATE/COUNTY-  NM/TAOS
 GM0487  USGS QUAD   -  RANCHOS DE TAOS (1995)
 GM0487
 GM0487                         *CURRENT SURVEY CONTROL
 GM0487  ___________________________________________________________________
 GM0487* NAD 83(1992)-  36 20 29.23649(N)    105 35 48.91772(W)     ADJUSTED  
 GM0487* NAVD 88     -      2147.680  (meters)    7046.18   (feet)  ADJUSTED  
 GM0487  ___________________________________________________________________
 GM0487  LAPLACE CORR-           8.28  (seconds)                    DEFLEC99
 GM0487  GEOID HEIGHT-         -17.48  (meters)                     GEOID03
 GM0487  DYNAMIC HT  -        2144.714 (meters)    7036.45  (feet)  COMP
 GM0487  MODELED GRAV-     979,174.3   (mgal)                       NAVD 88
 GM0487
 GM0487  HORZ ORDER  -  SECOND
 GM0487  VERT ORDER  -  SECOND    CLASS 0
 GM0487
 GM0487.The horizontal coordinates were established by classical geodetic methods
 GM0487.and adjusted by the National Geodetic Survey in December 1993..
 GM0487
 GM0487.The orthometric height was determined by differential leveling
 GM0487.and adjusted by the National Geodetic Survey in June 1991..
 GM0487
 GM0487.The Laplace correction was computed from DEFLEC99 derived deflections.
 GM0487
 GM0487.The geoid height was determined by GEOID03.
 GM0487
 GM0487.The dynamic height is computed by dividing the NAVD 88
 GM0487.geopotential number by the normal gravity value computed on the
 GM0487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GM0487.degrees latitude (g = 980.6199 gals.).
 GM0487
 GM0487.The modeled gravity was interpolated from observed gravity values.
 GM0487
 GM0487;                    North         East     Units Scale Factor Converg.
 GM0487;SPC NM C     -   592,595.638   558,623.592   MT  0.99994233   +0 23 13.3
 GM0487;SPC NM C     - 1,944,207.52  1,832,750.90   sFT  0.99994233   +0 23 13.3
 GM0487;UTM  13      - 4,021,987.197   446,433.460   MT  0.99963535   -0 21 13.5
 GM0487
 GM0487!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GM0487!SPC NM C     -   0.99966579  x   0.99994233  =   0.99960814
 GM0487!UTM  13      -   0.99966579  x   0.99963535  =   0.99930126
 GM0487
 GM0487                          SUPERSEDED SURVEY CONTROL
 GM0487
 GM0487  NAD 83(1986)-  36 20 29.24237(N)    105 35 48.92206(W) AD(       ) 2
 GM0487  NAD 27      -  36 20 29.16707(N)    105 35 46.87921(W) AD(       ) 2
 GM0487  NGVD 29 (??/??/92) 2146.539  (m)         7042.44   (f) ADJ UNCH    2 0
 GM0487
 GM0487.Superseded values are not recommended for survey control.
 GM0487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0487.See file dsdata.txt to determine how the superseded data were derived.
 GM0487
 GM0487_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDA4643321987(NAD 83)
 GM0487_MARKER: DB = BENCH MARK DISK
 GM0487_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GM0487_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GM0487_STAMPING: L 79 1934
 GM0487_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GM0487+STABILITY: SURFACE MOTION
 GM0487
 GM0487  HISTORY     - Date     Condition        Report By
 GM0487  HISTORY     - 1934     MONUMENTED       CGS
 GM0487  HISTORY     - 1954     GOOD             CGS
 GM0487  HISTORY     - 1954     GOOD             NGS
 GM0487  HISTORY     - 19780522 MARK NOT FOUND   NGS
 GM0487
 GM0487                          STATION DESCRIPTION
 GM0487
 GM0487'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GM0487'5.1 MI S FROM TAOS.
 GM0487'5.1 MILES SOUTH ALONG STATE HIGHWAY 3 FROM TAOS, TAOS COUNTY, AT THE
 GM0487'SOUTHWEST CORNER OF THE SCHOOLYARD AT TALPA, 18 FEET NORTHWEST OF A
 GM0487'ROAD LEADING PAST THE SOUTH SIDE OF THE SCHOOL, 42 FEET NORTHEAST OF
 GM0487'THE CENTERLINE OF THE HIGHWAY, AND 6 FEET NORTH OF A FENCE CORNER.  A
 GM0487'STANDARD DISK, SET IN THE TOP OF A CONCRETE POST.
 GM0487
 GM0487                          STATION RECOVERY (1954)
 GM0487
 GM0487'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954
 GM0487'STATION IS LOCATED, AIRLINE, ABOUT 1 MILE SOUTH SOUTHEAST OF
 GM0487'RANCHOS DE TAOS, ALONG STATE HIGHWAY 3 AND IN THE SOUTHEAST
 GM0487'CORNER OF THE SCHOOL YARD AT THE SMALL SETTLEMENT OF TALPA.
 GM0487'
 GM0487'STATION IS REACHED AS FOLLOWS--FROM RANCHOS DE TAOS, AT THE
 GM0487'JUNCTION OF U.S. HIGHWAY 64 AND STATE HIGHWAY 3, GO SOUTHERLY
 GM0487'ON STATE HIGHWAY 3 FOR 1.6 MILES TO A T ROAD ON THE LEFT,
 GM0487'THE SOUTHEAST CORNER OF THE SCHOOL YARD AND THE STATION.
 GM0487'
 GM0487'USC AND GS BM L79 IS A STANDARD DISK, STAMPED L79 1934, SET
 GM0487'IN THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT PROJECTS
 GM0487'10 INCHES AND IS 12 INCHES HIGHER THAN THE STATION.  IT IS
 GM0487'4.0 FEET NORTH OF THE SOUTHEAST CORNER FENCE POST OF THE SCHOOL
 GM0487'YARD.
 GM0487
 GM0487                          STATION RECOVERY (1954)
 GM0487
 GM0487'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 GM0487'RECOVERED IN GOOD CONDITION.
 GM0487
 GM0487                          STATION RECOVERY (1978)
 GM0487
 GM0487'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 GM0487'BENCH MARK WAS NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0039 ***********************************************************************
 DR0039  DESIGNATION -  L 8
 DR0039  PID         -  DR0039
 DR0039  STATE/COUNTY-  NM/CHAVES
 DR0039  USGS QUAD   -  CAMPBELL (1979)
 DR0039
 DR0039                         *CURRENT SURVEY CONTROL
 DR0039  ___________________________________________________________________
 DR0039* NAD 83(1986)-  33 36 19.     (N)    104 12 23.     (W)     SCALED    
 DR0039* NAVD 88     -      1190.028  (meters)    3904.28   (feet)  ADJUSTED  
 DR0039  ___________________________________________________________________
 DR0039  GEOID HEIGHT-         -23.21  (meters)                     GEOID03
 DR0039  DYNAMIC HT  -        1188.409 (meters)    3898.97  (feet)  COMP
 DR0039  MODELED GRAV-     979,235.1   (mgal)                       NAVD 88
 DR0039
 DR0039  VERT ORDER  -  FIRST     CLASS II
 DR0039
 DR0039.The horizontal coordinates were scaled from a topographic map and have
 DR0039.an estimated accuracy of +/- 6 seconds.
 DR0039
 DR0039.The orthometric height was determined by differential leveling
 DR0039.and adjusted by the National Geodetic Survey in June 1991..
 DR0039
 DR0039.The geoid height was determined by GEOID03.
 DR0039
 DR0039.The dynamic height is computed by dividing the NAVD 88
 DR0039.geopotential number by the normal gravity value computed on the
 DR0039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0039.degrees latitude (g = 980.6199 gals.).
 DR0039
 DR0039.The modeled gravity was interpolated from observed gravity values.
 DR0039
 DR0039;                    North         East    Units  Estimated Accuracy
 DR0039;SPC NM E     -   288,890.      176,780.      MT  (+/- 180 meters Scaled)
 DR0039
 DR0039                          SUPERSEDED SURVEY CONTROL
 DR0039
 DR0039  NGVD 29 (??/??/92) 1189.449  (m)         3902.38   (f) ADJ UNCH    1 2
 DR0039
 DR0039.Superseded values are not recommended for survey control.
 DR0039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0039.See file dsdata.txt to determine how the superseded data were derived.
 DR0039
 DR0039_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SET736186(NAD 83)
 DR0039_MARKER: DB = BENCH MARK DISK
 DR0039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR0039_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DR0039_STAMPING: L 8 1916
 DR0039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR0039+STABILITY: SURFACE MOTION
 DR0039
 DR0039  HISTORY     - Date     Condition        Report By
 DR0039  HISTORY     - 1916     MONUMENTED       CGS
 DR0039  HISTORY     - 1961     GOOD             NGS
 DR0039
 DR0039                          STATION DESCRIPTION
 DR0039
 DR0039'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 DR0039'0.1 MI SW FROM CAMPBELL.
 DR0039'0.1 MILE SOUTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 DR0039'FROM THE STATION AT CAMPBELL, 98 FEET NORTHWEST OF THE CENTER OF THE
 DR0039'MAIN TRACK, 2 FEET SOUTH OF A TELEPHONE POLE, 2.5 FEET EAST OF A WHITE
 DR0039'WOODEN WITNESS POST, 2 FEET BELOW THE LEVEL OF THE RAILROAD, SET IN
 DR0039'TOP OF A SQUARE CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0542 ***********************************************************************
 GM0542  DESIGNATION -  L 80
 GM0542  PID         -  GM0542
 GM0542  STATE/COUNTY-  NM/TAOS
 GM0542  USGS QUAD   -  COSTILLA (1963)
 GM0542
 GM0542                         *CURRENT SURVEY CONTROL
 GM0542  ___________________________________________________________________
 GM0542* NAD 83(1986)-  36 58 00.     (N)    105 32 23.     (W)     SCALED    
 GM0542* NAVD 88     -      2383.120  (meters)    7818.62   (feet)  ADJUSTED  
 GM0542  ___________________________________________________________________
 GM0542  GEOID HEIGHT-         -16.81  (meters)                     GEOID03
 GM0542  DYNAMIC HT  -        2379.861 (meters)    7807.93  (feet)  COMP
 GM0542  MODELED GRAV-     979,177.9   (mgal)                       NAVD 88
 GM0542
 GM0542  VERT ORDER  -  SECOND    CLASS 0
 GM0542
 GM0542.The horizontal coordinates were scaled from a topographic map and have
 GM0542.an estimated accuracy of +/- 6 seconds.
 GM0542
 GM0542.The orthometric height was determined by differential leveling
 GM0542.and adjusted by the National Geodetic Survey in June 1991..
 GM0542
 GM0542.The geoid height was determined by GEOID03.
 GM0542
 GM0542.The dynamic height is computed by dividing the NAVD 88
 GM0542.geopotential number by the normal gravity value computed on the
 GM0542.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GM0542.degrees latitude (g = 980.6199 gals.).
 GM0542
 GM0542.The modeled gravity was interpolated from observed gravity values.
 GM0542
 GM0542;                    North         East    Units  Estimated Accuracy
 GM0542;SPC NM C     -   662,010.      563,250.      MT  (+/- 180 meters Scaled)
 GM0542
 GM0542                          SUPERSEDED SURVEY CONTROL
 GM0542
 GM0542  NGVD 29 (??/??/92) 2381.844  (m)         7814.43   (f) ADJ UNCH    2 0
 GM0542
 GM0542.Superseded values are not recommended for survey control.
 GM0542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0542.See file dsdata.txt to determine how the superseded data were derived.
 GM0542
 GM0542_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDA519913(NAD 83)
 GM0542_MARKER: DB = BENCH MARK DISK
 GM0542_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GM0542_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GM0542_STAMPING: L 80 1934
 GM0542_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GM0542+STABILITY: SURFACE MOTION
 GM0542
 GM0542  HISTORY     - Date     Condition        Report By
 GM0542  HISTORY     - 1934     MONUMENTED       CGS
 GM0542  HISTORY     - 1963     MARK NOT FOUND   USGS
 GM0542
 GM0542                          STATION DESCRIPTION
 GM0542
 GM0542'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GM0542'4.0 MI S FROM GARCIA.
 GM0542'IN TAOS COUNTY, NEW MEXICO, 4.0 MILES SOUTH ALONG COLORADO STATE
 GM0542'HIGHWAY 159 AND NEW MEXICO STATE HIGHWAY 3 FROM GARCIA, COSTILLA
 GM0542'COUNTY, COLORADO, 1.9 MILES SOUTH OF THE NEW MEXICO-COLORADO STATE
 GM0542'LINE, 16 FEET NORTHWEST OF A SECONDARY ROAD LEADING SOUTHEAST, 52 FEET
 GM0542'WEST OF THE CENTERLINE OF THE HIGHWAY, AND 2 FEET WEST OF A FENCE
 GM0542'CORNER.  A STANDARD DISK, SET IN THE TOP OF A CONCRETE POST.
 GM0542
 GM0542                          STATION RECOVERY (1963)
 GM0542
 GM0542'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 GM0542'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0898 ***********************************************************************
 CX0898  DESIGNATION -  L 81
 CX0898  PID         -  CX0898
 CX0898  STATE/COUNTY-  NM/DONA ANA
 CX0898  USGS QUAD   -  HATCH (1978)
 CX0898
 CX0898                         *CURRENT SURVEY CONTROL
 CX0898  ___________________________________________________________________
 CX0898* NAD 83(1986)-  32 40 47.     (N)    107 11 12.     (W)     SCALED    
 CX0898* NAVD 88     -      1238.129  (meters)    4062.09   (feet)  POSTED    
 CX0898  ___________________________________________________________________
 CX0898  GEOID HEIGHT-         -23.78  (meters)                     GEOID03
 CX0898  DYNAMIC HT  -        1236.310 (meters)    4056.13  (feet)  COMP
 CX0898  MODELED GRAV-     979,129.4   (mgal)                       NAVD 88
 CX0898
 CX0898  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 CX0898
 CX0898.The horizontal coordinates were scaled from a topographic map and have
 CX0898.an estimated accuracy of +/- 6 seconds.
 CX0898
 CX0898.The orthometric height was determined by differential leveling
 CX0898.and adjusted by the National Geodetic Survey in 1992..
 CX0898.No vertical observational check was made to the station.
 CX0898.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 CX0898.was located on a no-check spur therefore a value was not computed.
 CX0898
 CX0898.The geoid height was determined by GEOID03.
 CX0898
 CX0898.The dynamic height is computed by dividing the NAVD 88
 CX0898.geopotential number by the normal gravity value computed on the
 CX0898.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0898.degrees latitude (g = 980.6199 gals.).
 CX0898
 CX0898.The modeled gravity was interpolated from observed gravity values.
 CX0898
 CX0898;                    North         East    Units  Estimated Accuracy
 CX0898;SPC NM C     -   186,620.      412,160.      MT  (+/- 180 meters Scaled)
 CX0898
 CX0898                          SUPERSEDED SURVEY CONTROL
 CX0898
 CX0898  NGVD 29 (??/??/92) 1237.547  (m)         4060.19   (f) ADJ UNCH    2 0
 CX0898
 CX0898.Superseded values are not recommended for survey control.
 CX0898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0898.See file dsdata.txt to determine how the superseded data were derived.
 CX0898
 CX0898_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBS949178(NAD 83)
 CX0898_MARKER: DB = BENCH MARK DISK
 CX0898_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX0898_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CX0898_STAMPING: L 81 1934
 CX0898_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CX0898+STABILITY: SURFACE MOTION
 CX0898
 CX0898  HISTORY     - Date     Condition        Report By
 CX0898  HISTORY     - 1934     MONUMENTED       CGS
 CX0898  HISTORY     - 1953     GOOD             NGS
 CX0898  HISTORY     - 1980     MARK NOT FOUND   NGS
 CX0898
 CX0898                          STATION DESCRIPTION
 CX0898
 CX0898'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 CX0898'1.9 MI NW FROM HATCH.
 CX0898'1.9 MILES NORTHWEST  ALONG U.S. HIGHWAY 85 FROM THE GRADE SCHOOL AT
 CX0898'HATCH, 0.25 MILE SOUTHEAST OF A LARGE WOODEN BRIDGE, 49.3 FEET
 CX0898'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 12 FEET NORTH OF A SMALL
 CX0898'CONCRETE HEADWALL OF A CULVERT, 1.4 FEET NORTHEAST OF A REFERENCE
 CX0898'POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE
 CX0898'THE GROUND.
 CX0898
 CX0898                          STATION RECOVERY (1980)
 CX0898
 CX0898'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CX0898'THIS LOCATION HAS BEEN GRADED AND THE CONCRETE CULVERT IS GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0871 ***********************************************************************
 DS0871  DESIGNATION -  L 82
 DS0871  PID         -  DS0871
 DS0871  STATE/COUNTY-  NM/SIERRA
 DS0871  USGS QUAD   -  HUERFANO HILL (1980)
 DS0871
 DS0871                         *CURRENT SURVEY CONTROL
 DS0871  ___________________________________________________________________
 DS0871* NAD 83(1986)-  33 16 35.     (N)    107 20 16.     (W)     SCALED    
 DS0871* NAVD 88     -      1538.639  (meters)    5048.02   (feet)  ADJUSTED  
 DS0871  ___________________________________________________________________
 DS0871  GEOID HEIGHT-         -23.14  (meters)                     GEOID03
 DS0871  DYNAMIC HT  -        1536.346 (meters)    5040.50  (feet)  COMP
 DS0871  MODELED GRAV-     979,093.7   (mgal)                       NAVD 88
 DS0871
 DS0871  VERT ORDER  -  FIRST     CLASS II
 DS0871
 DS0871.The horizontal coordinates were scaled from a topographic map and have
 DS0871.an estimated accuracy of +/- 6 seconds.
 DS0871
 DS0871.The orthometric height was determined by differential leveling
 DS0871.and adjusted by the National Geodetic Survey in June 1991..
 DS0871
 DS0871.The geoid height was determined by GEOID03.
 DS0871
 DS0871.The dynamic height is computed by dividing the NAVD 88
 DS0871.geopotential number by the normal gravity value computed on the
 DS0871.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0871.degrees latitude (g = 980.6199 gals.).
 DS0871
 DS0871.The modeled gravity was interpolated from observed gravity values.
 DS0871
 DS0871;                    North         East    Units  Estimated Accuracy
 DS0871;SPC NM W     -   252,520.      876,160.      MT  (+/- 180 meters Scaled)
 DS0871
 DS0871                          SUPERSEDED SURVEY CONTROL
 DS0871
 DS0871  NGVD 29 (??/??/92) 1537.922  (m)         5045.67   (f) ADJ UNCH    1 2
 DS0871
 DS0871.Superseded values are not recommended for survey control.
 DS0871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0871.See file dsdata.txt to determine how the superseded data were derived.
 DS0871
 DS0871_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBS822843(NAD 83)
 DS0871_MARKER: DB = BENCH MARK DISK
 DS0871_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0871_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0871_STAMPING: L 82 1934
 DS0871_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0871+STABILITY: SURFACE MOTION
 DS0871
 DS0871  HISTORY     - Date     Condition        Report By
 DS0871  HISTORY     - 1934     MONUMENTED       CGS
 DS0871  HISTORY     - 1951     GOOD             NGS
 DS0871
 DS0871                          STATION DESCRIPTION
 DS0871
 DS0871'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 DS0871'13.7 MI N FROM HOT SPRINGS.
 DS0871'9.3 MILES NORTH ALONG U.S. HIGHWAY 85 FROM THE POST OFFICE AT HOT
 DS0871'SPRINGS, THENCE 2.0 MILES WEST ALONG STATE HIGHWAY 52, THENCE 2.4
 DS0871'MILES NORTHWEST ALONG A GRADED DIRT ROAD LEADING TO MONTICELLO, AT A
 DS0871'JUNCTION WITH OLD U.S. HIGHWAY 85, 73 FEET SOUTHWEST OF THE CENTER
 DS0871'LINE OF THE OLD HIGHWAY, 42 FEET SOUTH OF THE CENTER LINE OF THE ROAD
 DS0871'LEADING TO MONTICELLO, 2 FEET NORTHEAST OF A WITNESS POST, SET IN THE
 DS0871'TOP OF A CONCRETE POST WHICH PROJECTS 0.8 FOOT ABOVE THE GROUND.
 DS0871'NOTE-- HOT SPRINGS N.M. HAS BEEN RENAMED TRUTH OR CONSEQUENCES N.M.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0582 ***********************************************************************
 FO0582  DESIGNATION -  L 83
 FO0582  PID         -  FO0582
 FO0582  STATE/COUNTY-  NM/SANDOVAL
 FO0582  USGS QUAD   -  PONDEROSA (1993)
 FO0582
 FO0582                         *CURRENT SURVEY CONTROL
 FO0582  ___________________________________________________________________
 FO0582* NAD 83(1986)-  35 41 38.     (N)    106 43 58.     (W)     SCALED    
 FO0582* NAVD 88     -      1751.994  (meters)    5748.00   (feet)  ADJUSTED  
 FO0582  ___________________________________________________________________
 FO0582  GEOID HEIGHT-         -19.68  (meters)                     GEOID03
 FO0582  DYNAMIC HT  -        1749.656 (meters)    5740.33  (feet)  COMP
 FO0582  MODELED GRAV-     979,237.5   (mgal)                       NAVD 88
 FO0582
 FO0582  VERT ORDER  -  SECOND    CLASS 0
 FO0582
 FO0582.The horizontal coordinates were scaled from a topographic map and have
 FO0582.an estimated accuracy of +/- 6 seconds.
 FO0582
 FO0582.The orthometric height was determined by differential leveling
 FO0582.and adjusted by the National Geodetic Survey in June 1991..
 FO0582
 FO0582.The geoid height was determined by GEOID03.
 FO0582
 FO0582.The dynamic height is computed by dividing the NAVD 88
 FO0582.geopotential number by the normal gravity value computed on the
 FO0582.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0582.degrees latitude (g = 980.6199 gals.).
 FO0582
 FO0582.The modeled gravity was interpolated from observed gravity values.
 FO0582
 FO0582;                    North         East    Units  Estimated Accuracy
 FO0582;SPC NM C     -   520,660.      456,310.      MT  (+/- 180 meters Scaled)
 FO0582
 FO0582                          SUPERSEDED SURVEY CONTROL
 FO0582
 FO0582  NGVD 29 (??/??/92) 1751.063  (m)         5744.95   (f) ADJ UNCH    2 0
 FO0582
 FO0582.Superseded values are not recommended for survey control.
 FO0582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0582.See file dsdata.txt to determine how the superseded data were derived.
 FO0582
 FO0582_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV432513(NAD 83)
 FO0582_MARKER: DB = BENCH MARK DISK
 FO0582_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FO0582_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FO0582_STAMPING: L 83 1934
 FO0582_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO0582+STABILITY: SURFACE MOTION
 FO0582
 FO0582  HISTORY     - Date     Condition        Report By
 FO0582  HISTORY     - 1934     MONUMENTED       CGS
 FO0582  HISTORY     - 1952     GOOD             USGS
 FO0582
 FO0582                          STATION DESCRIPTION
 FO0582
 FO0582'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 FO0582'6.4 MI N FROM JEMEZ.
 FO0582'6.4 MILES NORTH OF, ALONG STATE HIGHWAY 4 FROM THE CATHOLIC CHURCH AT
 FO0582'JEMEZ, 6.7 MILES SOUTH OF, ALONG STATE HIGHWAY 4 FROM THE RANGER
 FO0582'STATION AT JEMEZ SPRINGS, NEW MEXICO, 47 YARDS EAST OF THE EAST BANK
 FO0582'OF JEMEZ RIVER, 40 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 3.0
 FO0582'FEET NORTH OF A 4- BY 4-INCH WOODEN POST STENCILED U.S.B.M., AND LEVEL
 FO0582'WITH THE HIGHWAY.   A STANDARD DISK, STAMPED L 83 1934 AND SET IN THE
 FO0582'TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1154 ***********************************************************************
 GL1154  DESIGNATION -  L 84
 GL1154  PID         -  GL1154
 GL1154  STATE/COUNTY-  NM/UNION
 GL1154  USGS QUAD   -  FOLSOM (1972)
 GL1154
 GL1154                         *CURRENT SURVEY CONTROL
 GL1154  ___________________________________________________________________
 GL1154* NAD 83(1986)-  36 48 49.     (N)    103 54 03.     (W)     SCALED    
 GL1154* NAVD 88     -      1978.258  (meters)    6490.33   (feet)  ADJUSTED  
 GL1154  ___________________________________________________________________
 GL1154  GEOID HEIGHT-         -19.05  (meters)                     GEOID03
 GL1154  DYNAMIC HT  -        1975.796 (meters)    6482.26  (feet)  COMP
 GL1154  MODELED GRAV-     979,315.5   (mgal)                       NAVD 88
 GL1154
 GL1154  VERT ORDER  -  SECOND    CLASS 0
 GL1154
 GL1154.The horizontal coordinates were scaled from a topographic map and have
 GL1154.an estimated accuracy of +/- 6 seconds.
 GL1154
 GL1154.The orthometric height was determined by differential leveling
 GL1154.and adjusted by the National Geodetic Survey in June 1991..
 GL1154
 GL1154.The geoid height was determined by GEOID03.
 GL1154
 GL1154.The dynamic height is computed by dividing the NAVD 88
 GL1154.geopotential number by the normal gravity value computed on the
 GL1154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GL1154.degrees latitude (g = 980.6199 gals.).
 GL1154
 GL1154.The modeled gravity was interpolated from observed gravity values.
 GL1154
 GL1154;                    North         East    Units  Estimated Accuracy
 GL1154;SPC NM E     -   644,880.      203,590.      MT  (+/- 180 meters Scaled)
 GL1154
 GL1154                          SUPERSEDED SURVEY CONTROL
 GL1154
 GL1154  NGVD 29 (??/??/92) 1977.261  (m)         6487.06   (f) ADJ UNCH    2 0
 GL1154
 GL1154.Superseded values are not recommended for survey control.
 GL1154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1154.See file dsdata.txt to determine how the superseded data were derived.
 GL1154
 GL1154_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEA980747(NAD 83)
 GL1154_MARKER: DB = BENCH MARK DISK
 GL1154_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 GL1154_SP_SET: ABUTMENT
 GL1154_STAMPING: L-84 1934
 GL1154_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GL1154
 GL1154  HISTORY     - Date     Condition        Report By
 GL1154  HISTORY     - 1934     MONUMENTED       CGS
 GL1154
 GL1154                          STATION DESCRIPTION
 GL1154
 GL1154'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GL1154'3.0 MI SE FROM FOLSOM.
 GL1154'3.0 MI SE ON C. AND S. RY 5 POLES N.W. OF MILE POLE 285, IN THE N.E.
 GL1154'ABUTMENT OF A CONCRETE CULVERT AND 14 FEET N.E. OF THE CENTERLINE OF
 GL1154'THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0873 ***********************************************************************
 DS0873  DESIGNATION -  L 85
 DS0873  PID         -  DS0873
 DS0873  STATE/COUNTY-  NM/SIERRA
 DS0873  USGS QUAD   -  HUERFANO HILL (1980)
 DS0873
 DS0873                         *CURRENT SURVEY CONTROL
 DS0873  ___________________________________________________________________
 DS0873* NAD 83(1986)-  33 18 00.     (N)    107 21 21.     (W)     SCALED    
 DS0873* NAVD 88     -      1561.196  (meters)    5122.02   (feet)  ADJUSTED  
 DS0873  ___________________________________________________________________
 DS0873  GEOID HEIGHT-         -23.09  (meters)                     GEOID03
 DS0873  DYNAMIC HT  -        1558.857 (meters)    5114.35  (feet)  COMP
 DS0873  MODELED GRAV-     979,084.7   (mgal)                       NAVD 88
 DS0873
 DS0873  VERT ORDER  -  FIRST     CLASS II
 DS0873
 DS0873.The horizontal coordinates were scaled from a topographic map and have
 DS0873.an estimated accuracy of +/- 6 seconds.
 DS0873
 DS0873.The orthometric height was determined by differential leveling
 DS0873.and adjusted by the National Geodetic Survey in June 1991..
 DS0873
 DS0873.The geoid height was determined by GEOID03.
 DS0873
 DS0873.The dynamic height is computed by dividing the NAVD 88
 DS0873.geopotential number by the normal gravity value computed on the
 DS0873.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0873.degrees latitude (g = 980.6199 gals.).
 DS0873
 DS0873.The modeled gravity was interpolated from observed gravity values.
 DS0873
 DS0873;                    North         East    Units  Estimated Accuracy
 DS0873;SPC NM W     -   255,130.      874,470.      MT  (+/- 180 meters Scaled)
 DS0873
 DS0873                          SUPERSEDED SURVEY CONTROL
 DS0873
 DS0873  NGVD 29 (??/??/92) 1560.468  (m)         5119.64   (f) ADJ UNCH    1 2
 DS0873
 DS0873.Superseded values are not recommended for survey control.
 DS0873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0873.See file dsdata.txt to determine how the superseded data were derived.
 DS0873
 DS0873_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBS806870(NAD 83)
 DS0873_MARKER: DB = BENCH MARK DISK
 DS0873_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0873_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0873_STAMPING: L 85 1934
 DS0873_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0873+STABILITY: SURFACE MOTION
 DS0873
 DS0873  HISTORY     - Date     Condition        Report By
 DS0873  HISTORY     - 1934     MONUMENTED       CGS
 DS0873  HISTORY     - 1951     GOOD             NGS
 DS0873
 DS0873                          STATION DESCRIPTION
 DS0873
 DS0873'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 DS0873'10.1 MI SE FROM MONTICELLO.
 DS0873'10.1 MILES SOUTHEAST ALONG A GRADED DIRT ROAD FROM THE POST OFFICE AT
 DS0873'MONTICELLO, 1.9 MILES NORTHWEST OF THE JUNCTION WITH OLD U.S. HIGHWAY
 DS0873'85, 44 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 2 FEET NORTHWEST
 DS0873'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 DS0873'0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0981 ***********************************************************************
 DS0981  DESIGNATION -  L 86
 DS0981  PID         -  DS0981
 DS0981  STATE/COUNTY-  NM/SOCORRO
 DS0981  USGS QUAD   -  OAK PEAK (1965)
 DS0981
 DS0981                         *CURRENT SURVEY CONTROL
 DS0981  ___________________________________________________________________
 DS0981* NAD 83(1986)-  33 46 01.     (N)    107 40 46.     (W)     SCALED    
 DS0981* NAVD 88     -      2190.708  (meters)    7187.35   (feet)  ADJUSTED  
 DS0981  ___________________________________________________________________
 DS0981  GEOID HEIGHT-         -21.96  (meters)                     GEOID03
 DS0981  DYNAMIC HT  -        2187.226 (meters)    7175.92  (feet)  COMP
 DS0981  MODELED GRAV-     978,968.4   (mgal)                       NAVD 88
 DS0981
 DS0981  VERT ORDER  -  SECOND    CLASS 0
 DS0981
 DS0981.The horizontal coordinates were scaled from a topographic map and have
 DS0981.an estimated accuracy of +/- 6 seconds.
 DS0981
 DS0981.The orthometric height was determined by differential leveling
 DS0981.and adjusted by the National Geodetic Survey in June 1991..
 DS0981
 DS0981.The geoid height was determined by GEOID03.
 DS0981
 DS0981.The dynamic height is computed by dividing the NAVD 88
 DS0981.geopotential number by the normal gravity value computed on the
 DS0981.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0981.degrees latitude (g = 980.6199 gals.).
 DS0981
 DS0981.The modeled gravity was interpolated from observed gravity values.
 DS0981
 DS0981;                    North         East    Units  Estimated Accuracy
 DS0981;SPC NM C     -   307,720.      367,590.      MT  (+/- 180 meters Scaled)
 DS0981
 DS0981                          SUPERSEDED SURVEY CONTROL
 DS0981
 DS0981  NGVD 29 (??/??/92) 2189.758  (m)         7184.23   (f) ADJ UNCH    2 0
 DS0981
 DS0981.Superseded values are not recommended for survey control.
 DS0981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0981.See file dsdata.txt to determine how the superseded data were derived.
 DS0981
 DS0981_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBT518395(NAD 83)
 DS0981_MARKER: DB = BENCH MARK DISK
 DS0981_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0981_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0981_STAMPING: L-86 1934
 DS0981_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0981+STABILITY: SURFACE MOTION
 DS0981
 DS0981  HISTORY     - Date     Condition        Report By
 DS0981  HISTORY     - 1934     MONUMENTED       CGS
 DS0981
 DS0981                          STATION DESCRIPTION
 DS0981
 DS0981'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DS0981'15.3 MI N FROM OJO CALIENTE.
 DS0981'15.3 MI N ON ROAD TO FRENCHMAN WELL AND MAGDALENA ABOUT 0.5 MI N W OF
 DS0981'A FENCE AND CATTLE GUARD, 26 FEET W OF THE CENTERLINE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0484 ***********************************************************************
 CW0484  DESIGNATION -  L 88
 CW0484  PID         -  CW0484
 CW0484  STATE/COUNTY-  NM/OTERO
 CW0484  USGS QUAD   -  ALAMOGORDO NORTH (1981)
 CW0484
 CW0484                         *CURRENT SURVEY CONTROL
 CW0484  ___________________________________________________________________
 CW0484* NAD 83(1986)-  32 55 35.     (N)    105 57 38.     (W)     SCALED    
 CW0484* NAVD 88     -      1342.595  (meters)    4404.83   (feet)  ADJUSTED  
 CW0484  ___________________________________________________________________
 CW0484  GEOID HEIGHT-         -21.91  (meters)                     GEOID03
 CW0484  DYNAMIC HT  -        1340.605 (meters)    4398.30  (feet)  COMP
 CW0484  MODELED GRAV-     979,109.5   (mgal)                       NAVD 88
 CW0484
 CW0484  VERT ORDER  -  SECOND    CLASS 0
 CW0484
 CW0484.The horizontal coordinates were scaled from a topographic map and have
 CW0484.an estimated accuracy of +/- 6 seconds.
 CW0484
 CW0484.The orthometric height was determined by differential leveling
 CW0484.and adjusted by the National Geodetic Survey in June 1991..
 CW0484
 CW0484.The geoid height was determined by GEOID03.
 CW0484
 CW0484.The dynamic height is computed by dividing the NAVD 88
 CW0484.geopotential number by the normal gravity value computed on the
 CW0484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0484.degrees latitude (g = 980.6199 gals.).
 CW0484
 CW0484.The modeled gravity was interpolated from observed gravity values.
 CW0484
 CW0484;                    North         East    Units  Estimated Accuracy
 CW0484;SPC NM C     -   213,630.      527,070.      MT  (+/- 180 meters Scaled)
 CW0484
 CW0484                          SUPERSEDED SURVEY CONTROL
 CW0484
 CW0484  NGVD 29 (??/??/92) 1341.951  (m)         4402.72   (f) ADJ UNCH    2 0
 CW0484
 CW0484.Superseded values are not recommended for survey control.
 CW0484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0484.See file dsdata.txt to determine how the superseded data were derived.
 CW0484
 CW0484_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDS101435(NAD 83)
 CW0484_MARKER: DB = BENCH MARK DISK
 CW0484_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CW0484_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CW0484_STAMPING: L-88 1934
 CW0484_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CW0484+STABILITY: SURFACE MOTION
 CW0484
 CW0484  HISTORY     - Date     Condition        Report By
 CW0484  HISTORY     - 1934     MONUMENTED       CGS
 CW0484
 CW0484                          STATION DESCRIPTION
 CW0484
 CW0484'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CW0484'1.9 MI N FROM ALAMOGORDO.
 CW0484'1.9 MI. N. OF S.P.R.R. ALONG U.S. NO. 70 0.1 MI. N. OF R.R. CROSSING,
 CW0484'47 FT. E. OF THE CENTER LINE OF ROAD, AND 1 FT. W. OF R.O.W. FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0485 ***********************************************************************
 CW0485  DESIGNATION -  L 88 RESET
 CW0485  PID         -  CW0485
 CW0485  STATE/COUNTY-  NM/OTERO
 CW0485  USGS QUAD   -  ALAMOGORDO NORTH (1981)
 CW0485
 CW0485                         *CURRENT SURVEY CONTROL
 CW0485  ___________________________________________________________________
 CW0485* NAD 83(1986)-  32 55 35.     (N)    105 57 37.     (W)     SCALED    
 CW0485* NAVD 88     -      1342.59   (+/-2cm)    4404.8    (feet)  VERTCON   
 CW0485  ___________________________________________________________________
 CW0485  GEOID HEIGHT-         -21.91  (meters)                     GEOID03
 CW0485
 CW0485  VERT ORDER  -  THIRD (See Below)
 CW0485
 CW0485.The horizontal coordinates were scaled from a topographic map and have
 CW0485.an estimated accuracy of +/- 6 seconds.
 CW0485
 CW0485.The NAVD 88 height was computed by applying the VERTCON shift value to
 CW0485.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CW0485.The vertical order pertains to the NGVD 29 superseded value.
 CW0485
 CW0485.The geoid height was determined by GEOID03.
 CW0485
 CW0485;                    North         East    Units  Estimated Accuracy
 CW0485;SPC NM C     -   213,630.      527,100.      MT  (+/- 180 meters Scaled)
 CW0485
 CW0485                          SUPERSEDED SURVEY CONTROL
 CW0485
 CW0485  NGVD 29 (??/??/??) 1341.96   (m)         4402.7    (f) RESET       3  
 CW0485
 CW0485.Superseded values are not recommended for survey control.
 CW0485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0485.See file dsdata.txt to determine how the superseded data were derived.
 CW0485
 CW0485_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDS102435(NAD 83)
 CW0485_MARKER: DB = BENCH MARK DISK
 CW0485_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CW0485_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CW0485_STAMPING: L 88 RESET 1955
 CW0485_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CW0485+STABILITY: SURFACE MOTION
 CW0485
 CW0485  HISTORY     - Date     Condition        Report By
 CW0485  HISTORY     - 1955     MONUMENTED       NMHD
 CW0485  HISTORY     - 1975     MARK NOT FOUND   USGS
 CW0485
 CW0485                          STATION DESCRIPTION
 CW0485
 CW0485'DESCRIBED BY NM HIGHWAY DEPT 1955
 CW0485'1.9 MI N FROM ALAMOGORDO.
 CW0485'1.9 MILES NORTH ALONG U.S. HIGHWAY 70 FROM THE SOUTHERN PACIFIC
 CW0485'COMPANY RAILROAD STATION AT ALAMOGORDO, OTERO COUNTY, 0.1 MILE NORTH
 CW0485'OF THE CROSSING OF THE SOUTHERN PACIFIC BRANCH RAILROAD LEADING TO
 CW0485'CLOUDCROFT, 109 FEET EAST OF THE CENTER LINE OF THE EAST LANE OF THE
 CW0485'HIGHWAY, AND 1 FOOT EAST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK,
 CW0485'STAMPED L 88 RESET 1955 AND SET IN THE TOP OF A CONCRETE POST.
 CW0485
 CW0485                          STATION RECOVERY (1975)
 CW0485
 CW0485'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 CW0485'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0314 ***********************************************************************
 CW0314  DESIGNATION -  L 89
 CW0314  PID         -  CW0314
 CW0314  STATE/COUNTY-  NM/CHAVES
 CW0314  USGS QUAD   -  THIMBLE CANYON (1989)
 CW0314
 CW0314                         *CURRENT SURVEY CONTROL
 CW0314  ___________________________________________________________________
 CW0314* NAD 83(1986)-  32 53 31.     (N)    105 09 49.     (W)     SCALED    
 CW0314* NAVD 88     -      1644.830  (meters)    5396.41   (feet)  ADJUSTED  
 CW0314  ___________________________________________________________________
 CW0314  GEOID HEIGHT-         -21.28  (meters)                     GEOID03
 CW0314  DYNAMIC HT  -        1642.335 (meters)    5388.23  (feet)  COMP
 CW0314  MODELED GRAV-     979,063.2   (mgal)                       NAVD 88
 CW0314
 CW0314  VERT ORDER  -  SECOND    CLASS 0
 CW0314
 CW0314.The horizontal coordinates were scaled from a topographic map and have
 CW0314.an estimated accuracy of +/- 6 seconds.
 CW0314
 CW0314.The orthometric height was determined by differential leveling
 CW0314.and adjusted by the National Geodetic Survey in June 1991..
 CW0314
 CW0314.The geoid height was determined by GEOID03.
 CW0314
 CW0314.The dynamic height is computed by dividing the NAVD 88
 CW0314.geopotential number by the normal gravity value computed on the
 CW0314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0314.degrees latitude (g = 980.6199 gals.).
 CW0314
 CW0314.The modeled gravity was interpolated from observed gravity values.
 CW0314
 CW0314;                    North         East    Units  Estimated Accuracy
 CW0314;SPC NM E     -   210,080.       87,320.      MT  (+/- 180 meters Scaled)
 CW0314
 CW0314                          SUPERSEDED SURVEY CONTROL
 CW0314
 CW0314  NGVD 29 (??/??/92) 1644.149  (m)         5394.18   (f) ADJ UNCH    2 0
 CW0314
 CW0314.Superseded values are not recommended for survey control.
 CW0314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0314.See file dsdata.txt to determine how the superseded data were derived.
 CW0314
 CW0314_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDS846393(NAD 83)
 CW0314_MARKER: DB = BENCH MARK DISK
 CW0314_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CW0314_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CW0314_STAMPING: L-89 1934
 CW0314_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CW0314+STABILITY: SURFACE MOTION
 CW0314
 CW0314  HISTORY     - Date     Condition        Report By
 CW0314  HISTORY     - 1934     MONUMENTED       CGS
 CW0314
 CW0314                          STATION DESCRIPTION
 CW0314
 CW0314'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CW0314'25.3 MI E FROM MAYHILL.
 CW0314'25.3 MI. E. OF P.O. ALONG STATE NO. 83 0.9 MI. E. OF THE JUNCTION OF
 CW0314'ROADS TO CLOUDCROFT, ARTESIA, AND PINON, 0.2 MI. E. OF A CATTLE GUARD,
 CW0314'46 FT. N. OF THE CENTER LINE OF ROAD, AND ABOUT 2 FT. ABOVE THE ROAD
 CW0314'BED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0022 ***********************************************************************
 CW0022  DESIGNATION -  L 90
 CW0022  PID         -  CW0022
 CW0022  STATE/COUNTY-  NM/EDDY
 CW0022  USGS QUAD   -  ARTESIA (1975)
 CW0022
 CW0022                         *CURRENT SURVEY CONTROL
 CW0022  ___________________________________________________________________
 CW0022* NAD 83(1992)-  32 50 32.99461(N)    104 27 23.63698(W)     ADJUSTED  
 CW0022* NAVD 88     -      1066.700  (meters)    3499.66   (feet)  ADJUSTED  
 CW0022  ___________________________________________________________________
 CW0022  LAPLACE CORR-          -1.87  (seconds)                    DEFLEC99
 CW0022  GEOID HEIGHT-         -23.09  (meters)                     GEOID03
 CW0022  DYNAMIC HT  -        1065.217 (meters)    3494.80  (feet)  COMP
 CW0022  MODELED GRAV-     979,211.7   (mgal)                       NAVD 88
 CW0022
 CW0022  HORZ ORDER  -  SECOND
 CW0022  VERT ORDER  -  FIRST     CLASS II
 CW0022
 CW0022.The horizontal coordinates were established by classical geodetic methods
 CW0022.and adjusted by the National Geodetic Survey in December 1993..
 CW0022.No horizontal observational check was made to the station.
 CW0022
 CW0022.The orthometric height was determined by differential leveling
 CW0022.and adjusted by the National Geodetic Survey in June 1991..
 CW0022
 CW0022.The Laplace correction was computed from DEFLEC99 derived deflections.
 CW0022
 CW0022.The geoid height was determined by GEOID03.
 CW0022
 CW0022.The dynamic height is computed by dividing the NAVD 88
 CW0022.geopotential number by the normal gravity value computed on the
 CW0022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW0022.degrees latitude (g = 980.6199 gals.).
 CW0022
 CW0022.The modeled gravity was interpolated from observed gravity values.
 CW0022
 CW0022;                    North         East     Units Scale Factor Converg.
 CW0022;SPC NM E     -   204,294.477   153,464.154   MT  0.99991073   -0 04 00.6
 CW0022;SPC NM E     -   670,256.13    503,490.31   sFT  0.99991073   -0 04 00.6
 CW0022;UTM  13      - 3,633,957.333   550,855.678   MT  0.99963189   +0 17 41.0
 CW0022
 CW0022!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CW0022!SPC NM E     -   0.99983618  x   0.99991073  =   0.99974692
 CW0022!UTM  13      -   0.99983618  x   0.99963189  =   0.99946813
 CW0022
 CW0022                          SUPERSEDED SURVEY CONTROL
 CW0022
 CW0022  NAD 83(1986)-  32 50 32.99998(N)    104 27 23.62558(W) AD(       ) 2
 CW0022  NAD 27      -  32 50 32.59543(N)    104 27 21.74241(W) AD(       ) 2
 CW0022  NGVD 29 (??/??/92) 1066.257  (m)         3498.21   (f) ADJ UNCH    1 2
 CW0022
 CW0022.Superseded values are not recommended for survey control.
 CW0022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0022.See file dsdata.txt to determine how the superseded data were derived.
 CW0022
 CW0022_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES5085633957(NAD 83)
 CW0022_MARKER: DB = BENCH MARK DISK
 CW0022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CW0022_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CW0022_STAMPING: L 90 1934
 CW0022_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CW0022+STABILITY: SURFACE MOTION
 CW0022_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CW0022+SATELLITE: SATELLITE OBSERVATIONS - July 09, 2005
 CW0022
 CW0022  HISTORY     - Date     Condition        Report By
 CW0022  HISTORY     - 1934     MONUMENTED       CGS
 CW0022  HISTORY     - 1957     GOOD             NGS
 CW0022  HISTORY     - 20050709 GOOD             USPSQD
 CW0022
 CW0022                          STATION DESCRIPTION
 CW0022
 CW0022'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 CW0022'3.55 MI W FROM ARTESIA.
 CW0022'ABOUT 0.05 MILE SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 CW0022'FROM THE STATION AT ARTESIA, THENCE 3.5 MILES WEST ALONG STATE HIGHWAY
 CW0022'83, 189 FEET NORTHWEST OF THE ENTRANCE TO THE ARTESIA GOLF COURSE, 59
 CW0022'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 37 FEET WEST OF A POWER
 CW0022'POLE, 2 FEET NORTH OF A FENCE, 2 FEET EAST OF A WHITE WOODEN WITNESS
 CW0022'POST, ABOUT LEVEL WITH THE HIGHWAY, AND IN THE TOP OF A CONCRETE POST
 CW0022'PROJECTING 10 INCHES.
 CW0022
 CW0022                          STATION RECOVERY (2005)
 CW0022
 CW0022'RECOVERY NOTE BY US POWER SQUADRON 2005 (RTK)
 CW0022'NO EVIDENCE OF AN ENTRANCE TO A GOLF COURSE.  HIGHWAY IS NOW 82.  WOOD
 CW0022'POST REPLACED WITH FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0459 ***********************************************************************
 DR0459  DESIGNATION -  L 92
 DR0459  PID         -  DR0459
 DR0459  STATE/COUNTY-  NM/CHAVES
 DR0459  USGS QUAD   -  MESA (1982)
 DR0459
 DR0459                         *CURRENT SURVEY CONTROL
 DR0459  ___________________________________________________________________
 DR0459* NAD 83(1986)-  33 55 11.     (N)    104 37 33.     (W)     SCALED    
 DR0459* NAVD 88     -      1342.331  (meters)    4403.96   (feet)  ADJUSTED  
 DR0459  ___________________________________________________________________
 DR0459  GEOID HEIGHT-         -23.28  (meters)                     GEOID03
 DR0459  DYNAMIC HT  -        1340.476 (meters)    4397.88  (feet)  COMP
 DR0459  MODELED GRAV-     979,207.5   (mgal)                       NAVD 88
 DR0459
 DR0459  VERT ORDER  -  SECOND    CLASS 0
 DR0459
 DR0459.The horizontal coordinates were scaled from a topographic map and have
 DR0459.an estimated accuracy of +/- 6 seconds.
 DR0459
 DR0459.The orthometric height was determined by differential leveling
 DR0459.and adjusted by the National Geodetic Survey in June 1991..
 DR0459
 DR0459.The geoid height was determined by GEOID03.
 DR0459
 DR0459.The dynamic height is computed by dividing the NAVD 88
 DR0459.geopotential number by the normal gravity value computed on the
 DR0459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0459.degrees latitude (g = 980.6199 gals.).
 DR0459
 DR0459.The modeled gravity was interpolated from observed gravity values.
 DR0459
 DR0459;                    North         East    Units  Estimated Accuracy
 DR0459;SPC NM E     -   323,790.      137,950.      MT  (+/- 180 meters Scaled)
 DR0459
 DR0459                          SUPERSEDED SURVEY CONTROL
 DR0459
 DR0459  NGVD 29 (??/??/92) 1341.692  (m)         4401.87   (f) ADJ UNCH    2 0
 DR0459
 DR0459.Superseded values are not recommended for survey control.
 DR0459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0459.See file dsdata.txt to determine how the superseded data were derived.
 DR0459
 DR0459_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SET345533(NAD 83)
 DR0459_MARKER: DB = BENCH MARK DISK
 DR0459_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR0459_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DR0459_STAMPING: L 92 1934
 DR0459_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR0459+STABILITY: SURFACE MOTION
 DR0459
 DR0459  HISTORY     - Date     Condition        Report By
 DR0459  HISTORY     - 1934     MONUMENTED       CGS
 DR0459  HISTORY     - 1967     GOOD             USGS
 DR0459
 DR0459                          STATION DESCRIPTION
 DR0459
 DR0459'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 DR0459'IN MESA.
 DR0459'IN CHAVES COUNTY, 0.5 MI. SOUTH ALONG U. S. HWY 285 FROM JCT. OF STATE
 DR0459'HWY 20, THENCE 1.7 MILES WEST ALONG OLD HWY 285, ABOUT 600 FT NW OF A
 DR0459'RD. JCT., 37 FT. NORTHEAST OF CENTER LINE OF OLD HWY.  A STANDARD DISK
 DR0459'STAMPED L 92 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0291 ***********************************************************************
 EP0291  DESIGNATION -  L 93
 EP0291  PID         -  EP0291
 EP0291  STATE/COUNTY-  NM/GUADALUPE
 EP0291  USGS QUAD   -  GACHO HILL (1981)
 EP0291
 EP0291                         *CURRENT SURVEY CONTROL
 EP0291  ___________________________________________________________________
 EP0291* NAD 83(1986)-  34 28 38.     (N)    105 03 22.     (W)     SCALED    
 EP0291* NAVD 88     -      1738.981  (meters)    5705.31   (feet)  ADJUSTED  
 EP0291  ___________________________________________________________________
 EP0291  GEOID HEIGHT-         -21.60  (meters)                     GEOID03
 EP0291  DYNAMIC HT  -        1736.524 (meters)    5697.25  (feet)  COMP
 EP0291  MODELED GRAV-     979,160.6   (mgal)                       NAVD 88
 EP0291
 EP0291  VERT ORDER  -  SECOND    CLASS 0
 EP0291
 EP0291.The horizontal coordinates were scaled from a topographic map and have
 EP0291.an estimated accuracy of +/- 6 seconds.
 EP0291
 EP0291.The orthometric height was determined by differential leveling
 EP0291.and adjusted by the National Geodetic Survey in June 1991..
 EP0291
 EP0291.The geoid height was determined by GEOID03.
 EP0291
 EP0291.The dynamic height is computed by dividing the NAVD 88
 EP0291.geopotential number by the normal gravity value computed on the
 EP0291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EP0291.degrees latitude (g = 980.6199 gals.).
 EP0291
 EP0291.The modeled gravity was interpolated from observed gravity values.
 EP0291
 EP0291;                    North         East    Units  Estimated Accuracy
 EP0291;SPC NM E     -   385,830.       98,610.      MT  (+/- 180 meters Scaled)
 EP0291
 EP0291                          SUPERSEDED SURVEY CONTROL
 EP0291
 EP0291  NGVD 29 (??/??/92) 1738.208  (m)         5702.77   (f) ADJ UNCH    2 0
 EP0291
 EP0291.Superseded values are not recommended for survey control.
 EP0291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EP0291.See file dsdata.txt to determine how the superseded data were derived.
 EP0291
 EP0291_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDU948150(NAD 83)
 EP0291_MARKER: DB = BENCH MARK DISK
 EP0291_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EP0291_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EP0291_STAMPING: L-93
 EP0291_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EP0291+STABILITY: SURFACE MOTION
 EP0291
 EP0291  HISTORY     - Date     Condition        Report By
 EP0291  HISTORY     - UNK      MONUMENTED       CGS
 EP0291  HISTORY     - 1975     GOOD             USGS
 EP0291
 EP0291                          STATION DESCRIPTION
 EP0291
 EP0291'DESCRIBED BY US GEOLOGICAL SURVEY 1975
 EP0291'2.05 MI SE FROM JOFFRE SIDING.
 EP0291'0.7 MILE NW ALONG AT AND S RR FROM JOFFRE SIDING TO A RR BRIDGE, THEN
 EP0291'1.35 MILES SOUTH ALONG TRACK ROAD (OLD HWY ROW) TO THE MARK.  MARK IS
 EP0291'1.2 MILES SOUTH OF A E-W FENCE AND 0.7 MILES SE OF A Y ROAD 0.1 MILES
 EP0291'SE OF A SMALL E-W DRAIN 33 FT. EAST OF THE CENTERLINE OF THE TRACK
 EP0291'ROAD.  A STANDARD DISK STAMPED L-93 AND SET IN THE TOP OF A CONCRETE
 EP0291'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0334 ***********************************************************************
 CV0334  DESIGNATION -  L 96
 CV0334  PID         -  CV0334
 CV0334  STATE/COUNTY-  NM/LEA
 CV0334  USGS QUAD   -  JAL (1979)
 CV0334
 CV0334                         *CURRENT SURVEY CONTROL
 CV0334  ___________________________________________________________________
 CV0334* NAD 83(1986)-  32 01 35.     (N)    103 08 46.     (W)     SCALED    
 CV0334* NAVD 88     -       910.600  (meters)    2987.53   (feet)  ADJUSTED  
 CV0334  ___________________________________________________________________
 CV0334  GEOID HEIGHT-         -23.72  (meters)                     GEOID03
 CV0334  DYNAMIC HT  -         909.319 (meters)    2983.32  (feet)  COMP
 CV0334  MODELED GRAV-     979,201.7   (mgal)                       NAVD 88
 CV0334
 CV0334  VERT ORDER  -  SECOND    CLASS 0
 CV0334
 CV0334.The horizontal coordinates were scaled from a topographic map and have
 CV0334.an estimated accuracy of +/- 6 seconds.
 CV0334
 CV0334.The orthometric height was determined by differential leveling
 CV0334.and adjusted by the National Geodetic Survey in June 1991..
 CV0334
 CV0334.The geoid height was determined by GEOID03.
 CV0334
 CV0334.The dynamic height is computed by dividing the NAVD 88
 CV0334.geopotential number by the normal gravity value computed on the
 CV0334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0334.degrees latitude (g = 980.6199 gals.).
 CV0334
 CV0334.The modeled gravity was interpolated from observed gravity values.
 CV0334
 CV0334;                    North         East    Units  Estimated Accuracy
 CV0334;SPC NM E     -   114,410.      277,150.      MT  (+/- 180 meters Scaled)
 CV0334
 CV0334                          SUPERSEDED SURVEY CONTROL
 CV0334
 CV0334  NGVD 29 (??/??/92)  910.200  (m)         2986.21   (f) ADJ UNCH    2 0
 CV0334
 CV0334.Superseded values are not recommended for survey control.
 CV0334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0334.See file dsdata.txt to determine how the superseded data were derived.
 CV0334
 CV0334_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFR750448(NAD 83)
 CV0334_MARKER: DB = BENCH MARK DISK
 CV0334_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0334_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CV0334_STAMPING: L-96 1935
 CV0334_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CV0334+STABILITY: SURFACE MOTION
 CV0334
 CV0334  HISTORY     - Date     Condition        Report By
 CV0334  HISTORY     - 1935     MONUMENTED       CGS
 CV0334
 CV0334                          STATION DESCRIPTION
 CV0334
 CV0334'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 CV0334'3.8 MI N FROM CHEYENNE.
 CV0334'3.8 MI N ON T AND NM RY (6.2 MI S OF JAL, N. MEX) ABOUT 200 FT. S.E.
 CV0334'OF MILE POST NO. 36, 100 FT. E. OF THE CENTER LINE OF TRACK, 58 FT. W.
 CV0334'OF THE CENTER LINE OF HWY., AND 1 FT. W. OF R.O.W. FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0465 ***********************************************************************
 CV0465  DESIGNATION -  L 97
 CV0465  PID         -  CV0465
 CV0465  STATE/COUNTY-  NM/LEA
 CV0465  USGS QUAD   -  LAGUNA GATUNA (1984)
 CV0465
 CV0465                         *CURRENT SURVEY CONTROL
 CV0465  ___________________________________________________________________
 CV0465* NAD 83(1986)-  32 35 54.     (N)    103 41 37.     (W)     SCALED    
 CV0465* NAVD 88     -      1083.025  (meters)    3553.22   (feet)  ADJUSTED  
 CV0465  ___________________________________________________________________
 CV0465  GEOID HEIGHT-         -23.10  (meters)                     GEOID03
 CV0465  DYNAMIC HT  -        1081.505 (meters)    3548.24  (feet)  COMP
 CV0465  MODELED GRAV-     979,198.0   (mgal)                       NAVD 88
 CV0465
 CV0465  VERT ORDER  -  FIRST     CLASS I
 CV0465
 CV0465.The horizontal coordinates were scaled from a topographic map and have
 CV0465.an estimated accuracy of +/- 6 seconds.
 CV0465
 CV0465.The orthometric height was determined by differential leveling
 CV0465.and adjusted by the National Geodetic Survey in June 1991..
 CV0465
 CV0465.The geoid height was determined by GEOID03.
 CV0465
 CV0465.The dynamic height is computed by dividing the NAVD 88
 CV0465.geopotential number by the normal gravity value computed on the
 CV0465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0465.degrees latitude (g = 980.6199 gals.).
 CV0465
 CV0465.The modeled gravity was interpolated from observed gravity values.
 CV0465
 CV0465;                    North         East    Units  Estimated Accuracy
 CV0465;SPC NM E     -   177,390.      225,050.      MT  (+/- 180 meters Scaled)
 CV0465
 CV0465                          SUPERSEDED SURVEY CONTROL
 CV0465
 CV0465  NGVD 29 (??/??/92) 1082.550  (m)         3551.67   (f) ADJ UNCH    1 1
 CV0465
 CV0465.Superseded values are not recommended for survey control.
 CV0465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0465.See file dsdata.txt to determine how the superseded data were derived.
 CV0465
 CV0465_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFS225075(NAD 83)
 CV0465_MARKER: DB = BENCH MARK DISK
 CV0465_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0465_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CV0465_STAMPING: L 97 1935
 CV0465_MARK LOGO: CGS   
 CV0465_PROJECTION: PROJECTING 10 CENTIMETERS
 CV0465_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CV0465+STABILITY: SURFACE MOTION
 CV0465
 CV0465  HISTORY     - Date     Condition        Report By
 CV0465  HISTORY     - 1935     MONUMENTED       CGS
 CV0465  HISTORY     - 1963     GOOD             USGS
 CV0465  HISTORY     - 1982     GOOD             NGS
 CV0465
 CV0465                          STATION DESCRIPTION
 CV0465
 CV0465'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 CV0465'34.5 MI W FROM HOBBS.
 CV0465'34.5 MILES WEST ALONG U.S. HWY. 62 FROM HOBBS, ABOUT 1.3 MI. NE ALONG
 CV0465'U. S. HWY. 62-180 FROM THE HALFWAY HOUSE, LEA COUNTY, THENCE 3.6 MI.
 CV0465'NE ALONG COUNTY RD.  ABOUT 15.7 MI. SW ALONG U. S. HWY. 62-180 FROM
 CV0465'ARKANSAS JUNCTION, THENCE 3.0 MI. N. ALONG RD. TO MARK SMITH RANCH,
 CV0465'THENCE 4.3 MI. SW ALONG COUNTY RD. (ABANDONED U. S. HWY. 62).  IN SW
 CV0465'1/4 SEC. 5, T. 20 N., R. 33 E.  ABOUT 1300 FT. NE OF T-JCT. OF COUNTY
 CV0465'RD. AND RD. S.  44 FT. N. OF CENTER OF RD.  A STD. DISK, STAMPED L 97
 CV0465'1935, AND SET IN TOP OF A CONC. POST.
 CV0465
 CV0465                          STATION RECOVERY (1982)
 CV0465
 CV0465'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CV0465'50.0 KM (31.05 MI) NORTHEASTERLY ALONG U. S. HIGHWAY 62 AND 180 FROM
 CV0465'THE EAST END OF THE BATAAN BRIDGE OVER THE PECOS RIVER IN CARLSBAD,
 CV0465'THENCE 0.6 KM (0.35 MI) NORTHERLY ALONG A DIRT TRACK ROAD, THENCE 3.6
 CV0465'KM (2.25 MI) NORTHEASTERLY ALONG A DIRT TRACK ROAD, THENCE 1.3 KM (0.8
 CV0465'MI) NORTHERLY ALONG A GRAVELED ROAD, THENCE 2.5 KM (1.55 MI)
 CV0465'NORTHEASTERLY ALONG A DIRT TRACK ROAD AND 13.7 METERS (44.9 FT)
 CV0465'NORTHWEST OF THE CENTER OF THE ROAD.
 CV0465'THE MARK IS 0.5 METERS  NW FROM  A WITNESS POST AND FENCE
 CV0465'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0320 ***********************************************************************
 CV0320  DESIGNATION -  L 98
 CV0320  PID         -  CV0320
 CV0320  STATE/COUNTY-  NM/LEA
 CV0320  USGS QUAD   -  EUNICE (1979)
 CV0320
 CV0320                         *CURRENT SURVEY CONTROL
 CV0320  ___________________________________________________________________
 CV0320* NAD 83(1986)-  32 28 51.     (N)    103 09 02.     (W)     SCALED    
 CV0320* NAVD 88     -      1046.798  (meters)    3434.37   (feet)  ADJUSTED  
 CV0320  ___________________________________________________________________
 CV0320  GEOID HEIGHT-         -22.03  (meters)                     GEOID03
 CV0320  DYNAMIC HT  -        1045.382 (meters)    3429.72  (feet)  COMP
 CV0320  MODELED GRAV-     979,248.9   (mgal)                       NAVD 88
 CV0320
 CV0320  VERT ORDER  -  SECOND    CLASS 0
 CV0320
 CV0320.The horizontal coordinates were scaled from a topographic map and have
 CV0320.an estimated accuracy of +/- 6 seconds.
 CV0320
 CV0320.The orthometric height was determined by differential leveling
 CV0320.and adjusted by the National Geodetic Survey in June 1991..
 CV0320
 CV0320.The geoid height was determined by GEOID03.
 CV0320
 CV0320.The dynamic height is computed by dividing the NAVD 88
 CV0320.geopotential number by the normal gravity value computed on the
 CV0320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0320.degrees latitude (g = 980.6199 gals.).
 CV0320
 CV0320.The modeled gravity was interpolated from observed gravity values.
 CV0320
 CV0320;                    North         East    Units  Estimated Accuracy
 CV0320;SPC NM E     -   164,800.      276,170.      MT  (+/- 180 meters Scaled)
 CV0320
 CV0320                          SUPERSEDED SURVEY CONTROL
 CV0320
 CV0320  NGVD 29 (??/??/92) 1046.480  (m)         3433.33   (f) ADJ UNCH    2 0
 CV0320
 CV0320.Superseded values are not recommended for survey control.
 CV0320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0320.See file dsdata.txt to determine how the superseded data were derived.
 CV0320
 CV0320_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFR737952(NAD 83)
 CV0320_MARKER: DB = BENCH MARK DISK
 CV0320_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0320_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CV0320_STAMPING: L-98 1935
 CV0320_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CV0320+STABILITY: SURFACE MOTION
 CV0320
 CV0320  HISTORY     - Date     Condition        Report By
 CV0320  HISTORY     - 1935     MONUMENTED       CGS
 CV0320
 CV0320                          STATION DESCRIPTION
 CV0320
 CV0320'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 CV0320'3.1 MI N FROM EUNICE.
 CV0320'3.1 MI. N. ALONG T. AND N.M. RY. 0.6 MI. S. OF A GRADE CROSSING, 105
 CV0320'FT. W. OF THE CENTER LINE OF TRACK, 60 FT. S.W. OF MILE POST NO. 69,
 CV0320'AND 1 FT. E. OF R.O.W. FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0078 ***********************************************************************
 EP0078  DESIGNATION -  L 99
 EP0078  PID         -  EP0078
 EP0078  STATE/COUNTY-  NM/DE BACA
 EP0078  USGS QUAD   -  CONEJO CREEK WEST (1982)
 EP0078
 EP0078                         *CURRENT SURVEY CONTROL
 EP0078  ___________________________________________________________________
 EP0078* NAD 83(1986)-  34 10 45.     (N)    104 26 42.     (W)     SCALED    
 EP0078* NAVD 88     -      1293.072  (meters)    4242.35   (feet)  ADJUSTED  
 EP0078  ___________________________________________________________________
 EP0078  GEOID HEIGHT-         -23.50  (meters)                     GEOID03
 EP0078  DYNAMIC HT  -        1291.331 (meters)    4236.64  (feet)  COMP
 EP0078  MODELED GRAV-     979,244.8   (mgal)                       NAVD 88
 EP0078
 EP0078  VERT ORDER  -  SECOND    CLASS 0
 EP0078
 EP0078.The horizontal coordinates were scaled from a topographic map and have
 EP0078.an estimated accuracy of +/- 6 seconds.
 EP0078
 EP0078.The orthometric height was determined by differential leveling
 EP0078.and adjusted by the National Geodetic Survey in June 1991..
 EP0078
 EP0078.The geoid height was determined by GEOID03.
 EP0078
 EP0078.The dynamic height is computed by dividing the NAVD 88
 EP0078.geopotential number by the normal gravity value computed on the
 EP0078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EP0078.degrees latitude (g = 980.6199 gals.).
 EP0078
 EP0078.The modeled gravity was interpolated from observed gravity values.
 EP0078
 EP0078;                    North         East    Units  Estimated Accuracy
 EP0078;SPC NM E     -   352,540.      154,710.      MT  (+/- 180 meters Scaled)
 EP0078
 EP0078                          SUPERSEDED SURVEY CONTROL
 EP0078
 EP0078  NGVD 29 (??/??/92) 1292.460  (m)         4240.35   (f) ADJ UNCH    2 0
 EP0078
 EP0078.Superseded values are not recommended for survey control.
 EP0078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EP0078.See file dsdata.txt to determine how the superseded data were derived.
 EP0078
 EP0078_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SET511821(NAD 83)
 EP0078_MARKER: DB = BENCH MARK DISK
 EP0078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EP0078_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EP0078_STAMPING: L 99 1934
 EP0078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EP0078+STABILITY: SURFACE MOTION
 EP0078
 EP0078  HISTORY     - Date     Condition        Report By
 EP0078  HISTORY     - 1934     MONUMENTED       CGS
 EP0078  HISTORY     - 1967     GOOD             USGS
 EP0078
 EP0078                          STATION DESCRIPTION
 EP0078
 EP0078'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 EP0078'9.25 MI N FROM DUNLAP.
 EP0078'ABOUT 7.4 MILES NORTH ALONG STATE HIGHWAY 20 FROM DUNLAP, DE BACA
 EP0078'COUNTY, THENCE 0.9 MILE SOUTHEAST ALONG COUNTY ROAD, THENCE 0.95 MI.
 EP0078'NORTHEAST ALONG THE OLD HIGHWAY, 39 FEET NORTHWEST OF THE CENTER LINE
 EP0078'OF THE OLD HWY., A STANDARD DISK, STAMPED L 99 1934 AND SET IN THE TOP
 EP0078'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ1039 ***********************************************************************
 EQ1039  DESIGNATION -  LA JARA
 EQ1039  PID         -  EQ1039
 EQ1039  STATE/COUNTY-  NM/SOCORRO
 EQ1039  USGS QUAD   -  LA JARA PEAK (1995)
 EQ1039
 EQ1039                         *CURRENT SURVEY CONTROL
 EQ1039  ___________________________________________________________________
 EQ1039* NAD 83(1992)-  34 24 22.47315(N)    107 20 08.23114(W)     ADJUSTED  
 EQ1039* NAVD 88     -      1954.6    (meters)    6413.     (feet)  VERTCON   
 EQ1039  ___________________________________________________________________
 EQ1039  LAPLACE CORR-          -1.32  (seconds)                    DEFLEC99
 EQ1039  GEOID HEIGHT-         -21.28  (meters)                     GEOID03
 EQ1039
 EQ1039  HORZ ORDER  -  SECOND
 EQ1039
 EQ1039.The horizontal coordinates were established by classical geodetic methods
 EQ1039.and adjusted by the National Geodetic Survey in December 1993..
 EQ1039
 EQ1039.The NAVD 88 height was computed by applying the VERTCON shift value to
 EQ1039.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EQ1039
 EQ1039.The Laplace correction was computed from DEFLEC99 derived deflections.
 EQ1039
 EQ1039.The geoid height was determined by GEOID03.
 EQ1039
 EQ1039;                    North         East     Units Scale Factor Converg.
 EQ1039;SPC NM C     -   378,246.559   400,193.019   MT  1.00002275   -0 36 48.6
 EQ1039;SPC NM C     - 1,240,963.92  1,312,966.60   sFT  1.00002275   -0 36 48.6
 EQ1039;UTM  13      - 3,809,674.124   285,321.103   MT  1.00016811   -1 19 12.9
 EQ1039
 EQ1039!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EQ1039!SPC NM C     -   0.99969661  x   1.00002275  =   0.99971935
 EQ1039!UTM  13      -   0.99969661  x   1.00016811  =   0.99986466
 EQ1039
 EQ1039|---------------------------------------------------------------------|
 EQ1039| PID    Reference Object                     Distance      Geod. Az  |
 EQ1039|                                                           dddmmss.s |
 EQ1039| CD3082 LA JARA RM 1                          8.470 METERS 03155     |
 EQ1039| CD3081 LA JARA AZ MK                                      1954212.3 |
 EQ1039| CD3083 LA JARA RM 2                          7.400 METERS 19734     |
 EQ1039|---------------------------------------------------------------------|
 EQ1039
 EQ1039                          SUPERSEDED SURVEY CONTROL
 EQ1039
 EQ1039  NAD 83(1986)-  34 24 22.47685(N)    107 20 08.23211(W) AD(       ) 2
 EQ1039  NAD 27      -  34 24 22.25480(N)    107 20 06.09610(W) AD(       ) 2
 EQ1039  NGVD 29 (07/19/86) 1953.8    (m)         6410.     (f) VERT ANG       
 EQ1039
 EQ1039.Superseded values are not recommended for survey control.
 EQ1039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ1039.See file dsdata.txt to determine how the superseded data were derived.
 EQ1039
 EQ1039_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBU8532109674(NAD 83)
 EQ1039_MARKER: DS = TRIANGULATION STATION DISK
 EQ1039_SETTING: 80 = SET IN A BOULDER
 EQ1039_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 EQ1039
 EQ1039  HISTORY     - Date     Condition        Report By
 EQ1039  HISTORY     - 1958     MONUMENTED       CGS
 EQ1039
 EQ1039                          STATION DESCRIPTION
 EQ1039
 EQ1039'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RLE)
 EQ1039'THE STATION IS LOCATED ABOUT 20 MILES NORTH OF MAGDALENA, 12
 EQ1039'MILES SOUTHEAST OF THE FIELD RANCH, 7 MILES WEST-NORTHWEST
 EQ1039'OF THE ABANDONED VILLAGE OF RILEY AND 2 MILES SOUTH OF THE
 EQ1039'RIO SALADO RIVER.  IT IS ON THE HIGHEST POINT OF A LONE
 EQ1039'VOLCANIC FORMED HILL.  THE MARK IS STAMPED LA JARA 1958.
 EQ1039'
 EQ1039'REFERENCE MARK NO. 1 IS SET IN A BOULDER WHICH IS 1 FOOT
 EQ1039'LOWER IN ELEVATION THAN THE STATION MARK AND IS STAMPED LA
 EQ1039'JARA NO 1 1958.
 EQ1039'
 EQ1039'REFERENCE MARK NO. 2 IS SET IN A BOULDER WHICH IS 3 FEET
 EQ1039'LOWER IN ELEVATION THAN THE STATION MARK AND IS STAMPED LA
 EQ1039'JARA NO 2 1958.
 EQ1039'
 EQ1039'THE AZIMUTH MARK IS LOCATED NEAR THE TOP OF A SMALL HILL WHICH
 EQ1039'DROPS OFF SHARPLY ON THE NORTHEAST SIDE.  IT IS 25 YARDS
 EQ1039'EAST-SOUTHEAST OF THE HIGHEST PART OF THE HILL AND 4 FEET
 EQ1039'NORTHEAST OF A 3-FOOT ROCK CAIRN.  THE MARK IS STAMPED LA JARA
 EQ1039'1958.
 EQ1039'
 EQ1039'TO REACH THE STATION FROM THE POST OFFICE IN MAGDALENA GO
 EQ1039'NORTH ON AN OILED STREET FOR 0.05 MILE TO THE JUNCTION WITH
 EQ1039'U.S. HIGHWAY 60.  TURN LEFT ON U.S. HIGHWAY 60 AND GO 1.7
 EQ1039'MILES TO A SIDE ROAD RIGHT AND A SIGN GIVING THE MILEAGE TO
 EQ1039'SEVEN RANCHES.  TURN RIGHT AND GO 11.6 MILES TO A FORK AND A
 EQ1039'SIGN POINTING TO SEVERAL RANCHES.  TAKE THE RIGHT FORK AND
 EQ1039'GO 7.1 MILES TO A FORK.  TAKE THE LEFT FORK AND GO 0.5 MILE TO
 EQ1039'A FORK.  TAKE THE RIGHT FORK AND GO 2.5 MILES TO A SIDE ROAD
 EQ1039'LEFT.  CONTINUE STRAIGHT AHEAD ON THE TRACK ROAD AND GO 0.8
 EQ1039'MILE TO A WIRE GATE.  PASS THROUGH THE WIRE GATE AND
 EQ1039'CONTINUE STRAIGHT AHEAD ON THE TRACK ROAD AND GO 0.9 MILE TO
 EQ1039'A WIRE GATE.  CONTINUE STRAIGHT AHEAD ON THE TRACK ROAD
 EQ1039'AND GO 0.05 MILE TO A FORK.  TAKE THE RIGHT FORK AND GO
 EQ1039'0.05 MILE TO A WIRE GATE.  PASS THROUGH THE WIRE GATE AND
 EQ1039'GO 0.7 MILE TO A WOOD GATE.* PASS THROUGH THE GATE AND
 EQ1039'CONTINUE AHEAD ON THE TRACK ROAD AND GO 0.35 MILE TO A DIM
 EQ1039'TRACK ROAD LEFT AND A CEDAR TREE WITH A TRIANGLE BLAZE.  TURN LEFT,
 EQ1039'WESTERLY, ON THE DIM TRACK ROAD AND GO 0.2 MILE TO A WIRE GATE.
 EQ1039'PASS THROUGH THE GATE AND TURN SHARP RIGHT FOLLOWING ALONG THE
 EQ1039'FENCE LINE FOR 0.05 MILE TO A FENCE CORNER.  FROM THE FENCE CORNER GO
 EQ1039'NORTHWESTERLY UP THE DRAW FOR 0.4 MILE TO THE END OF
 EQ1039'TRUCK TRAVEL, ABOUT 50 YARDS BEFORE REACHING A FENCE.  FROM THE
 EQ1039'END OF TRUCK TRAVEL PACK NORTHWEST FOR ABOUT 30 MINUTES TO THE
 EQ1039'HIGHEST PART OF THE HILL AND THE STATION AS DESCRIBED.
 EQ1039'
 EQ1039'*TO REACH THE AZIMUTH MARK FROM THE WOOD GATE MENTIONED IN
 EQ1039'THE DESCRIPTION PACK NORTH FOR ABOUT 200 YARDS TO THE AZIMUTH
 EQ1039'MARK AS DESCRIBED NEAR THE TOP OF A SMALL HILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0545 ***********************************************************************
 GN0545  DESIGNATION -  LA JARA
 GN0545  PID         -  GN0545
 GN0545  STATE/COUNTY-  NM/RIO ARRIBA
 GN0545  USGS QUAD   -  ESPINOSA RANCH (1995)
 GN0545
 GN0545                         *CURRENT SURVEY CONTROL
 GN0545  ___________________________________________________________________
 GN0545* NAD 83(1992)-  36 45 37.28265(N)    107 18 52.39804(W)     ADJUSTED  
 GN0545* NAVD 88     -      2324.4    (meters)    7626.     (feet)  VERTCON   
 GN0545  ___________________________________________________________________
 GN0545  LAPLACE CORR-           6.86  (seconds)                    DEFLEC99
 GN0545  GEOID HEIGHT-         -19.83  (meters)                     GEOID03
 GN0545
 GN0545  HORZ ORDER  -  THIRD
 GN0545
 GN0545.The horizontal coordinates were established by classical geodetic methods
 GN0545.and adjusted by the National Geodetic Survey in December 1993..
 GN0545
 GN0545.The NAVD 88 height was computed by applying the VERTCON shift value to
 GN0545.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GN0545
 GN0545.The Laplace correction was computed from DEFLEC99 derived deflections.
 GN0545
 GN0545.The geoid height was determined by GEOID03.
 GN0545
 GN0545;                    North         East     Units Scale Factor Converg.
 GN0545;SPC NM C     -   639,406.673   404,953.571   MT  1.00001126   -0 38 13.7
 GN0545;SPC NM C     - 2,097,786.73  1,328,585.17   sFT  1.00001126   -0 38 13.7
 GN0545;SPC NM W     -   639,014.346   876,318.160   MT  0.99994309   +0 18 37.7
 GN0545;SPC NM W     - 2,096,499.57  2,875,053.83   sFT  0.99994309   +0 18 37.7
 GN0545;UTM  13      - 4,070,786.636   293,399.419   MT  1.00012588   -1 23 08.4
 GN0545
 GN0545!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GN0545!SPC NM C     -   0.99963846  x   1.00001126  =   0.99964971
 GN0545!SPC NM W     -   0.99963846  x   0.99994309  =   0.99958157
 GN0545!UTM  13      -   0.99963846  x   1.00012588  =   0.99976429
 GN0545
 GN0545:                Primary Azimuth Mark                     Grid Az
 GN0545:SPC NM C     -  FRANCES                                  289 24 29.9
 GN0545:SPC NM W     -  FRANCES                                  288 27 38.5
 GN0545:UTM  13      -  FRANCES                                  290 09 24.6
 GN0545
 GN0545|---------------------------------------------------------------------|
 GN0545| PID    Reference Object                     Distance      Geod. Az  |
 GN0545|                                                           dddmmss.s |
 GN0545| GN0548 FRANCES                             APPROX.11.8 KM 2884616.2 |
 GN0545|---------------------------------------------------------------------|
 GN0545
 GN0545                          SUPERSEDED SURVEY CONTROL
 GN0545
 GN0545  NAD 83(1992)-  36 45 37.27797(N)    107 18 52.39726(W) AD(       ) 3
 GN0545  NAD 83(1986)-  36 45 37.27846(N)    107 18 52.40385(W) AD(       ) 3
 GN0545  NAD 27      -  36 45 37.25430(N)    107 18 50.25385(W) AD(       ) 3
 GN0545  NGVD 29 (07/19/86) 2323.2    (m)         7622.     (f) VERT ANG       
 GN0545
 GN0545.Superseded values are not recommended for survey control.
 GN0545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0545.See file dsdata.txt to determine how the superseded data were derived.
 GN0545
 GN0545_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBA9339970787(NAD 83)
 GN0545_MARKER: DD = SURVEY DISK
 GN0545_SETTING: 80 = SET IN A BOULDER
 GN0545_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GN0545+STABILITY: SURFACE MOTION
 GN0545
 GN0545  HISTORY     - Date     Condition        Report By
 GN0545  HISTORY     - 1952     MONUMENTED       USGS
 GN0545
 GN0545                          STATION DESCRIPTION
 GN0545
 GN0545'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 GN0545'STATION IS APPROXIMATELY 16.0 MI. AIRLINE SSE. OF ROSA, NEW MEXICO.
 GN0545'STATION IS ON HIGH PROMINENT RIDGE E. OF LA JARA CANYON.  RIDGE ON
 GN0545'WHICH THE STATION IS LOCATED IS SKY-LINED WHEN VIEWED FROM THE W.,
 GN0545'RIDGE IS HEAVILY TIMBERED.
 GN0545'
 GN0545'TO REACH STATION FROM THE GOMEZ RANCH IN FRANCES CANYON, PROCEED W.
 GN0545'AND THENCE N. ON THE MAIN TRAVELED RD. TO ROSA, NEW MEXICO, FOR 9.3
 GN0545'MI. TO DIM CROSSROADS.  TURN RIGHT AND CONTINUE FOR 3.4 MI. E. AND
 GN0545'S. ACROSS LARGE DRY WASH TO Y-RDS.  TAKE RIGHT FORK AND GO 2.5 MI.
 GN0545'S. ACROSS SECOND LARGE DRY WASH TO RANCH HOUSE.  BARE TO THE E.
 GN0545'AROUND RANCH HOUSE AND FOLLOW DIM RD. UP DRAIN FOR 1.55 MI. TO WHERE
 GN0545'RD. HEADS UP STEEP SLOPE TO S.  PROCEED ON RD. TO TOP OF MESA,
 GN0545'CONTINUE E. ALONG MESA, AND THENCE UP HIGH RIDGE TO E. FOR 3.75 MI.
 GN0545'TO WHERE RD. CROSSES SUMMIT OF RIDGE.  END OF TRUCK TRAVEL.  FROM
 GN0545'THIS POINT THE STATION IS SW. ALONG W. SLOPE OF RIDGE.  IT IS ABOUT
 GN0545'0.5 MI. DOWN RIDGE (A 15 MINUTE HIKE).  STATION IS ON LARGE RIMROCK
 GN0545'NEAR TOP OF W. SLOPE OF RIDGE.  STATION OVERLOOKS ALL THE COUNTRY
 GN0545'TO THE W. OF THE STATION.  IT IS ABOUT 25 FT. BELOW CREST OF RIDGE.
 GN0545'
 GN0545'STATION MARK--STANDARD USGS BRONZE TABLET, CEMENTED IN 12 X 18 FT.
 GN0545'FLAT SANDSTONE BOULDER IN LARGE SANDSTONE LEDGE FORMATION, TABLET
 GN0545'IS STAMPED ---LA JARA 1952---.
 GN0545'
 GN0545'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1701 ***********************************************************************
 FO1701  DESIGNATION -  LA JARA
 FO1701  PID         -  FO1701
 FO1701  STATE/COUNTY-  NM/CIBOLA
 FO1701  USGS QUAD   -  LOBO SPRINGS (1995)
 FO1701
 FO1701                         *CURRENT SURVEY CONTROL
 FO1701  ___________________________________________________________________
 FO1701* NAD 83(1992)-  35 14 51.07876(N)    107 42 59.75144(W)     ADJUSTED  
 FO1701* NAVD 88     -      2608.9    (meters)    8559.     (feet)  VERTCON   
 FO1701  ___________________________________________________________________
 FO1701  LAPLACE CORR-           4.80  (seconds)                    DEFLEC99
 FO1701  GEOID HEIGHT-         -20.26  (meters)                     GEOID03
 FO1701
 FO1701  HORZ ORDER  -  THIRD
 FO1701
 FO1701.The horizontal coordinates were established by classical geodetic methods
 FO1701.and adjusted by the National Geodetic Survey in December 1993..
 FO1701
 FO1701.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1701.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1701
 FO1701.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1701
 FO1701.The geoid height was determined by GEOID03.
 FO1701
 FO1701;                    North         East     Units Scale Factor Converg.
 FO1701;SPC NM W     -   471,046.348   840,623.516   MT  0.99991806   +0 04 02.5
 FO1701;SPC NM W     - 1,545,424.56  2,757,945.65   sFT  0.99991806   +0 04 02.5
 FO1701;UTM  13      - 3,903,876.078   252,823.601   MT  1.00035301   -1 34 06.9
 FO1701
 FO1701!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1701!SPC NM W     -   0.99959384  x   0.99991806  =   0.99951194
 FO1701!UTM  13      -   0.99959384  x   1.00035301  =   0.99994671
 FO1701
 FO1701                          SUPERSEDED SURVEY CONTROL
 FO1701
 FO1701  NAD 83(1992)-  35 14 51.08037(N)    107 42 59.75398(W) AD(       ) 3
 FO1701  NGVD 29 (03/18/92) 2607.7    (m)         8555.     (f) VERT ANG       
 FO1701
 FO1701.Superseded values are not recommended for survey control.
 FO1701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1701.See file dsdata.txt to determine how the superseded data were derived.
 FO1701
 FO1701_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBV5282403876(NAD 83)
 FO1701_MARKER: DS = TRIANGULATION STATION DISK
 FO1701_SETTING: 66 = SET IN ROCK OUTCROP
 FO1701_SP_SET: SET IN ROCK OUTCROP
 FO1701_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FO1701+STABILITY: POSITION/ELEVATION WELL
 FO1701
 FO1701  HISTORY     - Date     Condition        Report By
 FO1701  HISTORY     - 1956     MONUMENTED       USGS
 FO1701
 FO1701                          STATION DESCRIPTION
 FO1701
 FO1701'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 FO1701'STATION RECOVERED AS DESCRIBED BY USGS, 1959.
 FO1701'
 FO1701'THE STATION IS LOCATED APPROXIMATELY 10 MI. AIRLINE NE. OF GRANTS,
 FO1701'APPROXIMATELY 15 MI. E. OF BLUEWATER AND ON A HILL THAT SITS ON THE
 FO1701'SW. RIM OF LA JARA MESA.
 FO1701'
 FO1701'TO REACH THE STATION FROM THE RAILROAD DEPOT IN GRANTS, GO N. FOR 0.7
 FO1701'MI. TO RD. FORK, THENCE RIGHT FOR 0.5 MI. TO A RD. FORK NEAR CEMETERY.
 FO1701'TAKE THE LEFT FORK FOR 7.2 MI. TO CROSSROADS.  CONTINUE ON STRAIGHT
 FO1701'AHEAD FOR 0.3 MI. TO RD. FORK, THENCE RIGHT FOR 2.0 MI. TO RD. FORK,
 FO1701'THENCE LEFT FOR 1.9 MI. TO A RD. FORK JUST PAST CATTLEGUARD.  TAKE
 FO1701'THE RIGHT FORK N. FOR 1.6 MI., THENCE LEFT OFF MAIN RD. FOR 0.2 MI.
 FO1701'TO GATE.  PASS THROUGH GATE AND TAKE LEFT FORK OF A DIM TRACK RD. SW.
 FO1701'THROUGH A SERIES OF OPEN PARKS FOR 2.8 MI. TO BASE OF HILL AND END OF
 FO1701'TRUCK TRAVEL.  HIKE SW. FOR ABOUT 1/2 HOUR TO HIGHEST POINT OF HILL
 FO1701'AND STATION SITE.
 FO1701'
 FO1701'STATION MARK--A STANDARD TABLET STAMPED---LA JARA 1956---, SET IN A
 FO1701'ROCK OUTCROP.
 FO1701'
 FO1701'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ1038 ***********************************************************************
 EQ1038  DESIGNATION -  LA JARA PEAK
 EQ1038  PID         -  EQ1038
 EQ1038  STATE/COUNTY-  NM/SOCORRO
 EQ1038  USGS QUAD   -  LA JARA PEAK (1995)
 EQ1038
 EQ1038                         *CURRENT SURVEY CONTROL
 EQ1038  ___________________________________________________________________
 EQ1038* NAD 83(1992)-  34 24 22.72617(N)    107 20 08.17717(W)     ADJUSTED  
 EQ1038* NAVD 88     -                                                        
 EQ1038  ___________________________________________________________________
 EQ1038  LAPLACE CORR-          -1.32  (seconds)                    DEFLEC99
 EQ1038  GEOID HEIGHT-         -21.28  (meters)                     GEOID03
 EQ1038
 EQ1038  HORZ ORDER  -  THIRD
 EQ1038
 EQ1038.The horizontal coordinates were established by classical geodetic methods
 EQ1038.and adjusted by the National Geodetic Survey in December 1993..
 EQ1038
 EQ1038
 EQ1038.The Laplace correction was computed from DEFLEC99 derived deflections.
 EQ1038
 EQ1038.The geoid height was determined by GEOID03.
 EQ1038
 EQ1038;                    North         East     Units Scale Factor Converg.
 EQ1038;SPC NM C     -   378,254.340   400,194.481   MT  1.00002274   -0 36 48.5
 EQ1038;SPC NM C     - 1,240,989.45  1,312,971.39   sFT  1.00002274   -0 36 48.5
 EQ1038;UTM  13      - 3,809,681.888   285,322.661   MT  1.00016810   -1 19 12.9
 EQ1038
 EQ1038                          SUPERSEDED SURVEY CONTROL
 EQ1038
 EQ1038  NAD 83(1986)-  34 24 22.73181(N)    107 20 08.18383(W) AD(       ) 4
 EQ1038  NAD 27      -  34 24 22.50780(N)    107 20 06.05970(W) AD(       ) 3
 EQ1038
 EQ1038.Superseded values are not recommended for survey control.
 EQ1038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ1038.See file dsdata.txt to determine how the superseded data were derived.
 EQ1038
 EQ1038_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBU8532309682(NAD 83)
 EQ1038_MARKER: 03 = MOUNTAIN PEAK
 EQ1038
 EQ1038  HISTORY     - Date     Condition        Report By
 EQ1038  HISTORY     - 1945     FIRST OBSERVED   CGS
 EQ1038
 EQ1038                          STATION DESCRIPTION
 EQ1038
 EQ1038'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 EQ1038'THE STATION IS LOCATED ABOUT 20 MILES NORTH OF MAGDALENA, 12
 EQ1038'MILES SOUTHEAST OF THE FIELD RANCH, 7 MILES WEST-NORTHWEST
 EQ1038'OF THE ABANDONED VILLAGE OF RILEY AND 2 MILES SOUTH OF THE
 EQ1038'RIO SALADO RIVER.  IT IS ON THE HIGHEST POINT.
 EQ1038'
 EQ1038'TO REACH THE STATION FROM THE POST OFFICE IN MAGDALENA GO
 EQ1038'NORTH ON AN OILED STREET FOR 0.05 MILE TO THE JUNCTION WITH
 EQ1038'U.S. HIGHWAY 60.  TURN LEFT ON U.S. HIGHWAY 60 AND GO 1.7
 EQ1038'MILES TO A SIDE ROAD RIGHT AND A SIGN GIVING THE MILEAGE TO
 EQ1038'SEVEN RANCHES.  TURN RIGHT AND GO 11.6 MILES TO A FORK AND A
 EQ1038'SIGN POINTING TO SEVERAL RANCHES.  TAKE THE RIGHT FORK AND
 EQ1038'GO 7.1 MILES TO A FORK.  TAKE THE LEFT FORK AND GO 0.5 MILE TO
 EQ1038'A FORK.  TAKE THE RIGHT FORK AND GO 2.5 MILES TO A SIDE ROAD
 EQ1038'LEFT.  CONTINUE STRAIGHT AHEAD ON THE TRACK ROAD AND GO 0.8
 EQ1038'MILE TO A WIRE GATE.  PASS THROUGH THE WIRE GATE AND
 EQ1038'CONTINUE STRAIGHT AHEAD ON THE TRACK ROAD AND GO 0.9 MILE TO
 EQ1038'A WIRE GATE.  CONTINUE STRAIGHT AHEAD ON THE TRACK ROAD
 EQ1038'AND GO 0.05 MILE TO A FORK.  TAKE THE RIGHT FORK AND GO
 EQ1038'0.05 MILE TO A WIRE GATE.  PASS THROUGH THE WIRE GATE AND
 EQ1038'GO 0.7 MILE TO A WOOD GATE.* PASS THROUGH THE GATE AND
 EQ1038'CONTINUE AHEAD ON THE TRACK ROAD AND GO 0.35 MILE TO A DIM
 EQ1038'TRACK ROAD LEFT AND A CEDAR TREE WITH A TRIANGLE BLAZE.  TURN LEFT,
 EQ1038'WESTERLY, ON THE DIM TRACK ROAD AND GO 0.2 MILE TO A WIRE GATE.
 EQ1038'PASS THROUGH THE GATE AND TURN SHARP RIGHT FOLLOWING ALONG THE
 EQ1038'FENCE LINE FOR 0.05 MILE TO A FENCE CORNER.  FROM THE FENCE CORNER GO
 EQ1038'NORTHWESTERLY UP THE DRAW FOR 0.4 MILE TO THE END OF
 EQ1038'TRUCK TRAVEL, ABOUT 50 YARDS BEFORE REACHING A FENCE.  FROM THE
 EQ1038'END OF TRUCK TRAVEL PACK NORTHWEST FOR ABOUT 30 MINUTES TO THE
 EQ1038'HIGHEST PART OF THE HILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0798 ***********************************************************************
 EQ0798  DESIGNATION -  LA JOYA RESET
 EQ0798  PID         -  EQ0798
 EQ0798  STATE/COUNTY-  NM/SOCORRO
 EQ0798  USGS QUAD   -  LA JOYA (1971)
 EQ0798
 EQ0798                         *CURRENT SURVEY CONTROL
 EQ0798  ___________________________________________________________________
 EQ0798* NAD 83(1992)-  34 21 20.15966(N)    106 50 09.23201(W)     ADJUSTED  
 EQ0798* NAVD 88     -      1471.3    (meters)    4827.     (feet)  VERTCON   
 EQ0798  ___________________________________________________________________
 EQ0798  LAPLACE CORR-           2.20  (seconds)                    DEFLEC99
 EQ0798  GEOID HEIGHT-         -21.78  (meters)                     GEOID03
 EQ0798
 EQ0798  HORZ ORDER  -  SECOND
 EQ0798
 EQ0798.The horizontal coordinates were established by classical geodetic methods
 EQ0798.and adjusted by the National Geodetic Survey in December 1993..
 EQ0798
 EQ0798.The NAVD 88 height was computed by applying the VERTCON shift value to
 EQ0798.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EQ0798
 EQ0798.The Laplace correction was computed from DEFLEC99 derived deflections.
 EQ0798
 EQ0798.The geoid height was determined by GEOID03.
 EQ0798
 EQ0798;                    North         East     Units Scale Factor Converg.
 EQ0798;SPC NM C     -   372,250.553   446,103.597   MT  0.99993579   -0 19 50.3
 EQ0798;SPC NM C     - 1,221,292.02  1,463,591.55   sFT  0.99993579   -0 19 50.3
 EQ0798;UTM  13      - 3,803,112.183   331,157.980   MT  0.99995140   -1 02 10.7
 EQ0798
 EQ0798!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EQ0798!SPC NM C     -   0.99977250  x   0.99993579  =   0.99970831
 EQ0798!UTM  13      -   0.99977250  x   0.99995140  =   0.99972391
 EQ0798
 EQ0798:                Primary Azimuth Mark                     Grid Az
 EQ0798:SPC NM C     -  LA JOYA AZ MK                            011 10 21.4
 EQ0798:UTM  13      -  LA JOYA AZ MK                            011 52 41.8
 EQ0798
 EQ0798|---------------------------------------------------------------------|
 EQ0798| PID    Reference Object                     Distance      Geod. Az  |
 EQ0798|                                                           dddmmss.s |
 EQ0798| CD3084 LA JOYA AZ MK                                      0105031.1 |
 EQ0798| EQ0799 R 954 4 T                            18.664 METERS 03303     |
 EQ0798| EQ0803 JOY RM 3 AZIMUTH                    APPROX. 0.5 KM 1750416.4 |
 EQ0798| EQ0800 LA JOYA AZ MK 2                     479.379 METERS 2005408.6 |
 EQ0798| EQ0804 LA JOYA RM 1                         28.998 METERS 29425     |
 EQ0798|---------------------------------------------------------------------|
 EQ0798
 EQ0798                          SUPERSEDED SURVEY CONTROL
 EQ0798
 EQ0798  NAD 83(1986)-  34 21 20.16522(N)    106 50 09.23192(W) AD(       ) 2
 EQ0798  NAD 27      -  34 21 19.92400(N)    106 50 07.13500(W) AD(       ) 2
 EQ0798  NGVD 29 (07/19/86) 1470.6    (m)         4825.     (f) VERT ANG       
 EQ0798
 EQ0798.Superseded values are not recommended for survey control.
 EQ0798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0798.See file dsdata.txt to determine how the superseded data were derived.
 EQ0798
 EQ0798_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU3115803112(NAD 83)
 EQ0798_MARKER: DS = TRIANGULATION STATION DISK
 EQ0798_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EQ0798
 EQ0798  HISTORY     - Date     Condition        Report By
 EQ0798  HISTORY     - 1975     MONUMENTED       NGS
 EQ0798  HISTORY     - 1975     GOOD             NGS
 EQ0798  HISTORY     - 1975     GOOD             NGS
 EQ0798
 EQ0798                          STATION DESCRIPTION
 EQ0798
 EQ0798'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (JRS)
 EQ0798'THE UNDERGROUND STATION MARK, REFERENCE MARK 1 AND R 954 4T
 EQ0798'(USBR) WERE RECOVERED.  THE SURFACE STATION MARK WAS BROKEN
 EQ0798'AND THE DISK MISSING.  THE AZIMUTH MARK WAS SEARCHED FOR
 EQ0798'AND NOT FOUND.  A SURFACE STATION MARK WAS ESTABLISHED, HOLDING
 EQ0798'THE EXACT POSITION OF THE UNDERGROUND MARK.  THE DIRECTION
 EQ0798'TO REFERENCE MARK 1 AND R 954 4T (USBR) CHECKED.  A DIFFERENCE
 EQ0798'OF 0.02 FEET OR 0.006 METER LONGER IS NOTED IN THE DISTANCE
 EQ0798'TO R 954 4T (USBR) AND A DIFFERENCE OF 0.06 FEET OR 0.18
 EQ0798'METER SHORTER IS NOTED IN THE DISTANCE TO REFERENCE MARK 1.
 EQ0798'JOY R.M. 3 (AZ MK) WAS USED AS AN AZIMUTH MARK FOR THIS
 EQ0798'STATION.  FOLLOWING IS A NEW DESCRIPTION.
 EQ0798'
 EQ0798'THE STATION IS ABOUT 4-1/2 MILES SOUTH OF BERNARDO, 1 MILE
 EQ0798'NORTH-NORTHEAST OF LA JOYA AND ON THE EAST RIGHT-OF-WAY OF
 EQ0798'STATE HIGHWAY 47.
 EQ0798'
 EQ0798'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY
 EQ0798'25 AND U.S. HIGHWAY 60, AT EXIT NUMBER 175 NEAR BERNARDO,
 EQ0798'GO EAST ON U.S. HIGHWAY 60 FOR 3.25 MILES TO THE JUNCTION
 EQ0798'WITH STATE HIGHWAY 47.  TURN RIGHT AND GO SOUTH ON STATE HIGHWAY
 EQ0798'47 FOR 2.95 MILES TO THE SMALL VILLAGE OF CONTRERAS, CONTINUE
 EQ0798'SOUTHWESTERLY ON STATE HIGHWAY 47 FOR 2.5 MILES TO A METAL
 EQ0798'WITNESS POST AND THE STATION ON THE LEFT.  TO REACH JOY R.M.
 EQ0798'3 (AZ MK) CONTINUE SOUTHERLY ON STATE HIGHWAY 47 FOR 0.45
 EQ0798'MILE TO A BLADED ROAD LEFT, TURN LEFT AND GO EAST PASSING
 EQ0798'THROUGH A GATE, TURN LEFT AND GO NORTH ALONG THE EAST SIDE
 EQ0798'OF THE FENCE FOR 100 FEET, THEN BEAR NORTH-NORTHEAST ACROSS
 EQ0798'OPEN FIELD FOR 0.3 MILE TO THE MARK AT THE HIGHEST POINT
 EQ0798'IN THE VICINITY.
 EQ0798'
 EQ0798'STATION MARK IS A STANDARD DISK, STAMPED LA JOYA 1954 1975,
 EQ0798'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 EQ0798'THAT PROJECTS 1 INCH ABOVE THE GROUND.  IT IS 3.0 FEET SOUTH
 EQ0798'OF A METAL WITNESS POST, 15.6 FEET WEST OF A NORTH-SOUTH
 EQ0798'FENCE LINE AND 60.0 FEET EAST OF THE CENTER OF STATE HIGHWAY 47.
 EQ0798'
 EQ0798'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED LA JOYA NO 1
 EQ0798'1954, SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 EQ0798'THAT PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS 18.0 FEET
 EQ0798'SOUTH OF THE APPROXIMATE CENTER OF A TRACK ROAD, 34.5 FEET
 EQ0798'WEST OF THE CENTER OF STATE HIGHWAY 47 AND 94.5 FEET WEST
 EQ0798'OF THE METAL WITNESS POST.
 EQ0798'
 EQ0798'R 954 4T (USBR) IS A BRONZE DISK OF THE U.S. BUREAU OF RECLAMATION,
 EQ0798'STAMPED R 954 4T, SET IN THE TOP OF A 6-INCH PRECAST CYLINDRICAL
 EQ0798'CONCRETE MONUMENT THAT PROJECTS 14 INCHES ABOVE THE GROUND.
 EQ0798'IT IS 1.1 FEET EAST OF THE FENCE LINE, 58.2 FEET WEST OF THE
 EQ0798'WITNESS POST AND 76.5 FEET EAST OF THE CENTER OF STATE HIGHWAY 47.
 EQ0798'
 EQ0798'JOY R.M. 3 (AZ MK) IS A STANDARD DISK, STAMPED JOY AZ NO
 EQ0798'3 1975, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 EQ0798'MONUMENT, THAT PROJECTS 0.6 FOOT ABOVE THE GROUND.  IT IS 3.2
 EQ0798'FEET EAST OF A METAL WITNESS POST AND IS ON THE HIGHEST GROUND
 EQ0798'IN THE IMMEDIATE VICINITY.
 EQ0798'
 EQ0798'HEIGHT OF LIGHT ABOVE STATION MARK 5.25 FEET.
 EQ0798'
 EQ0798'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1 MILE
 EQ0798'NORTH-NORTHEAST OF LA JOYA
 EQ0798
 EQ0798                          STATION RECOVERY (1975)
 EQ0798
 EQ0798'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 EQ0798'STATION MARK, REFERENCE MARK NUMBER 1 AND U.S. BUREAU OF RECLAMATION
 EQ0798'BENCH MARK R954-RT WERE FOUND IN GOOD CONDITION.  THE AZIMUTH
 EQ0798'MARK WAS NOT FOUND AT THIS TIME.  PERMISSION WILL HAVE TO BE
 EQ0798'OBTAINED AT A LATER DATE TO GO ON LAND WHERE AZIMUTH MARK IS
 EQ0798'SET.
 EQ0798'
 EQ0798'A NEW STATION SURFACE MARK HAS BEEN SET.  THE DISK IS STAMPED LA
 EQ0798'JOYA 1954 1975.  THE OLD CONCRETE MARK WAS FOUND AT STATION
 EQ0798'SITE.  THE MARK WAS PROBABLY SET BY TRIANGULATION PARTY G-18
 EQ0798'WHEN THEY WERE IN THE AREA.  MARK IS 60 FEET EAST OF THE
 EQ0798'CENTER OF STATE HIGHWAY 47, 15 FEET WEST OF A NORTH-SOUTH
 EQ0798'FENCELINE AND 3.1 FEET SOUTH OF A METAL WITNESS POST WITH
 EQ0798'A METAL WITNESS SIGN ATTACHED.
 EQ0798'
 EQ0798'REFERENCE MARK NUMBER 1 DISK IS STAMPED LA JOYA NO 1 1954,
 EQ0798'SET IN THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTING 4
 EQ0798'INCHES.  MARK IS 34 FEET WEST OF THE HIGHWAY 47.
 EQ0798'
 EQ0798'THE U.S. BUREAU OF RECLAMATION BENCH MARK DISK IS STAMPED
 EQ0798'R954-RT, SET IN A ROUND CONCRETE MONUMENT PROJECTING ABOUT
 EQ0798'17 INCHES.  MARK IS 76 FEET EAST OF THE CENTER OF HIGHWAY
 EQ0798'47 AND 1.3 FEET EAST OF THE NORTH-SOUTH FENCELINE.
 EQ0798'
 EQ0798'STATION IS REACHED FROM THE JUNCTION OF INTERSTATE HIGHWAY
 EQ0798'25 AND STATE HIGHWAY 60 IN BERNARDO.  GO EAST ON HIGHWAY
 EQ0798'60 FOR 3.4 MILES TO THE JUNCTION WITH STATE HIGHWAY 47.  TURN
 EQ0798'RIGHT AND GO SOUTH ON HIGHWAY 47 FOR 3.3 MILES TO AN OLD
 EQ0798'SCHOOL BUILDING IN THE SMALL TOWN OF CONTREAS.  CONTINUE
 EQ0798'STRAIGHT AHEAD ON HIGHWAY 47 FOR 2.25 MILES TO THE STATION
 EQ0798'ON THE LEFT, EAST SIDE OF HIGHWAY AND ON HIGHWAY RIGHT-OF-WAY.
 EQ0798'
 EQ0798'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 EQ0798'
 EQ0798'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES
 EQ0798'SOUTH OF BERNARDO.
 EQ0798
 EQ0798                          STATION RECOVERY (1975)
 EQ0798
 EQ0798'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 EQ0798'STATION RECOVERED AS WAS DESCRIBED IN A RECOVERY NOTE EARLIER THIS
 EQ0798'YEAR.  STATION OCCUPIED THIS DATE TO ESTABLISH A NEW AZIMUTH
 EQ0798'MARK.  STATION MARK AND REFERENCE MARKS DESCRIBED IN THE
 EQ0798'EARLIER RECOVERY NOTE.
 EQ0798'
 EQ0798'AZIMUTH MARK IS A REFERENCE MARK DISK, STAMPED LA JOYA 1954 AZ 2
 EQ0798'1975, SET IN THE TOP OF A ROUND CONCRETE MONUMENT PROJECTING 1
 EQ0798'INCH.  MARK IS 78 FEET NORTH OF A TRACK ROAD WHICH LEADS WEST FROM
 EQ0798'STATE HIGHWAY 47, 150 FEET EAST-NORTHEAST OF A POWERLINE POLE, 51
 EQ0798'FEET WEST OF THE APPROXIMATE CENTER OF HIGHWAY 47 AND 2.3 FEET
 EQ0798'WEST OF A METAL WITNESS POST WITH A METAL WITNESS SIGN ATTACHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0539 ***********************************************************************
 EP0539  DESIGNATION -  LA LANDE
 EP0539  PID         -  EP0539
 EP0539  STATE/COUNTY-  NM/DE BACA
 EP0539  USGS QUAD   -  FORT SUMNER EAST (1982)
 EP0539
 EP0539                         *CURRENT SURVEY CONTROL
 EP0539  ___________________________________________________________________
 EP0539* NAD 83(1992)-  34 26 46.45592(N)    104 07 59.15628(W)     ADJUSTED  
 EP0539* NAVD 88     -      1258.3    (meters)    4128.     (feet)  VERTCON   
 EP0539  ___________________________________________________________________
 EP0539  LAPLACE CORR-           0.78  (seconds)                    DEFLEC99
 EP0539  GEOID HEIGHT-         -23.62  (meters)                     GEOID03
 EP0539
 EP0539  HORZ ORDER  -  FIRST
 EP0539
 EP0539.The horizontal coordinates were established by classical geodetic methods
 EP0539.and adjusted by the National Geodetic Survey in February 1996..
 EP0539
 EP0539.The NAVD 88 height was computed by applying the VERTCON shift value to
 EP0539.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EP0539
 EP0539.The Laplace correction was computed from DEFLEC99 derived deflections.
 EP0539
 EP0539.The geoid height was determined by GEOID03.
 EP0539
 EP0539;                    North         East     Units Scale Factor Converg.
 EP0539;SPC NM E     -   382,170.119   183,399.658   MT  0.99991326   +0 06 47.7
 EP0539;SPC NM E     - 1,253,836.47    601,703.71   sFT  0.99991326   +0 06 47.7
 EP0539;UTM  13      - 3,811,976.524   579,636.487   MT  0.99967817   +0 29 25.3
 EP0539
 EP0539!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EP0539!SPC NM E     -   0.99980622  x   0.99991326  =   0.99971950
 EP0539!UTM  13      -   0.99980622  x   0.99967817  =   0.99948446
 EP0539
 EP0539:                Primary Azimuth Mark                     Grid Az
 EP0539:SPC NM E     -  FORT SUMNER                              271 02 13.9
 EP0539:UTM  13      -  FORT SUMNER                              270 39 36.3
 EP0539
 EP0539|---------------------------------------------------------------------|
 EP0539| PID    Reference Object                     Distance      Geod. Az  |
 EP0539|                                                           dddmmss.s |
 EP0539| EP0550 FORT SUMNER                         APPROX.17.7 KM 2710901.6 |
 EP0539|---------------------------------------------------------------------|
 EP0539
 EP0539                          SUPERSEDED SURVEY CONTROL
 EP0539
 EP0539  NAD 83(1992)-  34 26 46.45592(N)    104 07 59.15628(W) AD(       ) 1
 EP0539  NAD 83(1986)-  34 26 46.46427(N)    104 07 59.15240(W) AD(       ) 1
 EP0539  NAD 27      -  34 26 46.22200(N)    104 07 57.25300(W) AD(       ) 1
 EP0539  NGVD 29 (07/19/86) 1257.7    (m)         4126.     (f) VERT ANG       
 EP0539
 EP0539.Superseded values are not recommended for survey control.
 EP0539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EP0539.See file dsdata.txt to determine how the superseded data were derived.
 EP0539
 EP0539_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEU7963611977(NAD 83)
 EP0539_MARKER: DS = TRIANGULATION STATION DISK
 EP0539_SETTING: 0 = UNSPECIFIED SETTING
 EP0539_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EP0539
 EP0539  HISTORY     - Date     Condition        Report By
 EP0539  HISTORY     - 1922     MONUMENTED       CGS
 EP0539  HISTORY     - 1944     GOOD             CGS
 EP0539  HISTORY     - 1945     GOOD             USGS
 EP0539
 EP0539                          STATION DESCRIPTION
 EP0539
 EP0539'DESCRIBED BY COAST AND GEODETIC SURVEY 1922 (CMD)
 EP0539'IN THE TOWN OF LA LANDE, IN RANGE WITH THE WEST END OF THE
 EP0539'ATCHISON, TOPEKA AND SANTA FE RAILWAY DEPOT, 50 METERS (164
 EP0539'FEET) SOUTH OF THE SOUTHWEST CORNER AND 47 METERS (154 FEET)
 EP0539'FROM THE CENTER OF THE MAIN LINE TRACK.  STATION IS MARKED
 EP0539'WITH A DISK IN TOP OF AN IRON PIPE.  ELEVATION--1,257.7 METERS
 EP0539'(4,126 FEET).
 EP0539
 EP0539                          STATION RECOVERY (1944)
 EP0539
 EP0539'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (SCM)
 EP0539'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.
 EP0539
 EP0539                          STATION RECOVERY (1945)
 EP0539
 EP0539'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1945
 EP0539'DESCRIPTION AND POSITION LISTED IN NGS QUAD 34104-2, STATION 1002.
 EP0539'
 EP0539'RECOVERED BY USGS, 1945.
 EP0539'
 EP0539'STATION MARK--STANDARD USC AND GS DISK IN TOP OF AN IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0587 ***********************************************************************
 FN0587  DESIGNATION -  LA MANGA
 FN0587  PID         -  FN0587
 FN0587  STATE/COUNTY-  NM/SAN MIGUEL
 FN0587  USGS QUAD   -  TECOLOTE (1989)
 FN0587
 FN0587                         *CURRENT SURVEY CONTROL
 FN0587  ___________________________________________________________________
 FN0587* NAD 83(1992)-  35 29 51.63470(N)    105 15 56.95823(W)     ADJUSTED  
 FN0587* NAVD 88     -      2009.45   (+/-2cm)    6592.7    (feet)  VERTCON   
 FN0587  ___________________________________________________________________
 FN0587  LAPLACE CORR-          -4.10  (seconds)                    DEFLEC99
 FN0587  GEOID HEIGHT-         -19.11  (meters)                     GEOID03
 FN0587
 FN0587  HORZ ORDER  -  SECOND
 FN0587  VERT ORDER  -  THIRD ? (See Below)
 FN0587
 FN0587.The horizontal coordinates were established by classical geodetic methods
 FN0587.and adjusted by the National Geodetic Survey in December 1993..
 FN0587
 FN0587.The NAVD 88 height was computed by applying the VERTCON shift value to
 FN0587.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FN0587.The vertical order pertains to the NGVD 29 superseded value.
 FN0587
 FN0587.The Laplace correction was computed from DEFLEC99 derived deflections.
 FN0587
 FN0587.The geoid height was determined by GEOID03.
 FN0587
 FN0587;                    North         East     Units Scale Factor Converg.
 FN0587;SPC NM E     -   499,187.770    80,399.923   MT  0.99999726   -0 32 29.4
 FN0587;SPC NM E     - 1,637,751.88    263,778.75   sFT  0.99999726   -0 32 29.4
 FN0587;UTM  13      - 3,928,268.221   475,891.081   MT  0.99960716   -0 09 15.7
 FN0587
 FN0587!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FN0587!SPC NM E     -   0.99968770  x   0.99999726  =   0.99968496
 FN0587!UTM  13      -   0.99968770  x   0.99960716  =   0.99929498
 FN0587
 FN0587:                Primary Azimuth Mark                     Grid Az
 FN0587:SPC NM E     -  LA MANGA AZ MK                           024 28 53.2
 FN0587:UTM  13      -  LA MANGA AZ MK                           024 05 39.5
 FN0587
 FN0587|---------------------------------------------------------------------|
 FN0587| PID    Reference Object                     Distance      Geod. Az  |
 FN0587|                                                           dddmmss.s |
 FN0587| CJ7637 LA MANGA AZ MK                                     0235623.8 |
 FN0587| CJ7638 LA MANGA RM 1                         7.273 METERS 12146     |
 FN0587| CJ7639 LA MANGA RM 2                         9.321 METERS 19404     |
 FN0587|---------------------------------------------------------------------|
 FN0587
 FN0587                          SUPERSEDED SURVEY CONTROL
 FN0587
 FN0587  NAD 83(1986)-  35 29 51.64058(N)    105 15 56.95737(W) AD(       ) 2
 FN0587  NAD 27      -  35 29 51.48450(N)    105 15 54.92590(W) AD(       ) 2
 FN0587  NGVD 29 (07/19/86) 2008.52   (m)         6589.6    (f) LEVELING    3  
 FN0587
 FN0587.Superseded values are not recommended for survey control.
 FN0587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0587.See file dsdata.txt to determine how the superseded data were derived.
 FN0587
 FN0587_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV7589128268(NAD 83)
 FN0587_MARKER: DS = TRIANGULATION STATION DISK
 FN0587_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FN0587
 FN0587  HISTORY     - Date     Condition        Report By
 FN0587  HISTORY     - 1949     MONUMENTED       CGS
 FN0587  HISTORY     - 1963     GOOD             MOBIL
 FN0587  HISTORY     - 19860301 MARK NOT FOUND   USGS
 FN0587
 FN0587                          STATION DESCRIPTION
 FN0587
 FN0587'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (DHK)
 FN0587'THE STATION IS LOCATED ABOUT 7.0 MILES AIR LINE SOUTH-SOUTHWEST
 FN0587'OF LAS VEGAS AND ABOUT 1.5 MILES AIR LINE SOUTH-SOUTHWEST
 FN0587'OF ROMEROVILLE ON THE HIGHEST DIVIDE PASSED OVER BY U.S.
 FN0587'HIGHWAY 84 AND 85 FOR MANY MILES.  THE STATION MARK IS SET
 FN0587'22 PACES NORTHEAST OF THE CENTER LINE OF U.S. HIGHWAY 84 AND
 FN0587'85, 8 PACES NORTHWEST OF A FENCE LINE, 5 PACES NORTHEAST
 FN0587'OF A WHITE WITNESS POST, PROJECTS 2 INCHES AND IS STAMPED,
 FN0587'LA MANGA 1949.
 FN0587'
 FN0587'REFERENCE MARK NO. 1 IS SET APPROXIMATELY 6 INCHES LOWER
 FN0587'THAN THE STATION, 18 INCHES NORTHWEST OF A FENCE LINE, PROJECTS
 FN0587'4 INCHES AND IS STAMPED, LA MANGA NO 1 1949.
 FN0587'
 FN0587'REFERENCE MARK NO. 2 IS APPROXIMATELY 6 INCHES LOWER THAN
 FN0587'THE STATION, PROJECTS 2 INCHES AND IS STAMPED, LA MANGA
 FN0587'NO 2 1949.
 FN0587'
 FN0587'THE AZIMUTH MARK IS SET 29 PACES NORTHWEST OF THE CENTER
 FN0587'LINE OF U.S. HIGHWAY 84 AND 85, 5 FEET WEST-NORTHWEST OF A
 FN0587'WHITE WITNESS POST, 2 FEET NORTHEAST OF A FENCE LINE, PROJECTS
 FN0587'5 INCHES AND IS STAMPED, LA MANGA 1949.
 FN0587'
 FN0587'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 84
 FN0587'AND 85 (ABOUT 6.0 MILES SOUTH OF LAS VEGAS), DRIVE SOUTH-SOUTHWEST
 FN0587'ON U.S. HIGHWAY 84 AND 85 FOR 1.5 MILES TO THE AZIMUTH MARK
 FN0587'ON THE RIGHT AS DESCRIBED ABOVE.  CONTINUE ON THE HIGHWAY
 FN0587'FOR 0.3 MILE TO THE STATION ON THE LEFT AS DESCRIBED ABOVE.
 FN0587'A DRIVE STATION.
 FN0587
 FN0587                          STATION RECOVERY (1963)
 FN0587
 FN0587'RECOVERY NOTE BY MOBIL OIL CORPORATION 1963 (AHM)
 FN0587'THE AZIMUTH MARK WAS COVERED BY SAND.
 FN0587
 FN0587                          STATION RECOVERY (1986)
 FN0587
 FN0587'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986 (DRG)
 FN0587'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1612 ***********************************************************************
 FO1612  DESIGNATION -  LA MOSCA LOOKOUT HOUSE
 FO1612  PID         -  FO1612
 FO1612  STATE/COUNTY-  NM/CIBOLA
 FO1612  USGS QUAD   -  CERRO PELON (1995)
 FO1612
 FO1612                         *CURRENT SURVEY CONTROL
 FO1612  ___________________________________________________________________
 FO1612* NAD 83(1992)-  35 15 04.79481(N)    107 35 46.20101(W)     ADJUSTED  
 FO1612* NAVD 88     -                                                        
 FO1612  ___________________________________________________________________
 FO1612  LAPLACE CORR-           1.83  (seconds)                    DEFLEC99
 FO1612  GEOID HEIGHT-         -20.11  (meters)                     GEOID03
 FO1612
 FO1612  HORZ ORDER  -  THIRD
 FO1612
 FO1612.The horizontal coordinates were established by classical geodetic methods
 FO1612.and adjusted by the National Geodetic Survey in December 1993..
 FO1612
 FO1612
 FO1612.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1612
 FO1612.The geoid height was determined by GEOID03.
 FO1612
 FO1612;                    North         East     Units Scale Factor Converg.
 FO1612;SPC NM W     -   471,488.551   851,582.299   MT  0.99992241   +0 08 12.8
 FO1612;SPC NM W     - 1,546,875.35  2,793,899.59   sFT  0.99992241   +0 08 12.8
 FO1612;UTM  13      - 3,904,005.289   263,794.929   MT  1.00028764   -1 29 56.8
 FO1612
 FO1612                          SUPERSEDED SURVEY CONTROL
 FO1612
 FO1612  NAD 83(1986)-  35 15 04.79574(N)    107 35 46.20371(W) AD(       ) 4
 FO1612  NAD 27      -  35 15 04.66212(N)    107 35 44.00988(W) AD(       ) 3
 FO1612
 FO1612.Superseded values are not recommended for survey control.
 FO1612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1612.See file dsdata.txt to determine how the superseded data were derived.
 FO1612
 FO1612_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBV6379504005(NAD 83)
 FO1612_MARKER: DD = SURVEY DISK
 FO1612_SETTING: 0 = UNSPECIFIED SETTING
 FO1612_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FO1612
 FO1612  HISTORY     - Date     Condition        Report By
 FO1612  HISTORY     - 1945     MONUMENTED       USFS
 FO1612  HISTORY     - 1949     GOOD             CGS
 FO1612
 FO1612                          STATION DESCRIPTION
 FO1612
 FO1612'DESCRIBED BY US FOREST SERVICE 1945 (RAM)
 FO1612'THE LOOKOUT IS LOCATED IN THE CIBOLA NATIONAL FOREST, IS
 FO1612'ABOUT 6 MILES SSE OF SAN MATEO, AND ABOUT 1-1/2 MILES NE
 FO1612'OF MT. TAYLOR.  IT IS ON A HIGH POINT OF ONE OF THE RIDGES
 FO1612'LEADING UP TO MT. TAYLOR AND OVERLOOKS ALL OF THE COUNTRY
 FO1612'TO THE N, E, AND W.  BUILDING CONFORMS TO THE USUAL LOOKOUT
 FO1612'TYPE, IT BEING BUILT OF WOOD AND HAVING WINDOWS ON ALL SIDES.
 FO1612'IT IS ABOUT 15 FEET SQUARE, ABOUT 12 FEET HIGH, AND IS NOT ON
 FO1612'A TOWER BUT IS SET DIRECTLY ON THE GROUND.  AN INTERSECTION
 FO1612'STATION.
 FO1612'
 FO1612'A NEW FOREST SERVICE ROAD LEADS DIRECTLY TO THE LOOKOUT AND A
 FO1612'FOREST SERVICE DISK STAMPED LA MOSCA 1940 HAS BEEN PLACED IN
 FO1612'THE DOORSTEP.
 FO1612
 FO1612                          STATION RECOVERY (1949)
 FO1612
 FO1612'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (GWR)
 FO1612'STATION WAS RECOVERED IN GOOD CONDITION.  DESCRIPTIONS WERE
 FO1612'FOUND TO BE ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0806 ***********************************************************************
 CW0806  DESIGNATION -  LA PALOMA
 CW0806  PID         -  CW0806
 CW0806  STATE/COUNTY-  NM/OTERO
 CW0806  USGS QUAD   -  LA PALOMA CANYON (1979)
 CW0806
 CW0806                         *CURRENT SURVEY CONTROL
 CW0806  ___________________________________________________________________
 CW0806* NAD 83(1992)-  32 11 05.60793(N)    104 57 47.67362(W)     ADJUSTED  
 CW0806* NAVD 88     -      1748.     (meters)    5735.     (feet)  VERTCON   
 CW0806  ___________________________________________________________________
 CW0806  LAPLACE CORR-           2.36  (seconds)                    DEFLEC99
 CW0806  GEOID HEIGHT-         -22.20  (meters)                     GEOID03
 CW0806
 CW0806  HORZ ORDER  -  THIRD
 CW0806
 CW0806.The horizontal coordinates were established by classical geodetic methods
 CW0806.and adjusted by the National Geodetic Survey in December 1993..
 CW0806
 CW0806.The NAVD 88 height was computed by applying the VERTCON shift value to
 CW0806.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CW0806
 CW0806.The Laplace correction was computed from DEFLEC99 derived deflections.
 CW0806
 CW0806.The geoid height was determined by GEOID03.
 CW0806
 CW0806;                    North         East     Units Scale Factor Converg.
 CW0806;SPC NM C     -   132,093.074   621,337.428   MT  1.00008151   +0 41 07.7
 CW0806;SPC NM C     -   433,375.36  2,038,504.55   sFT  1.00008151   +0 41 07.7
 CW0806;UTM  13      - 3,560,930.367   503,464.941   MT  0.99960015   +0 01 10.5
 CW0806
 CW0806!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CW0806!SPC NM C     -   0.99972915  x   1.00008151  =   0.99981064
 CW0806!UTM  13      -   0.99972915  x   0.99960015  =   0.99932941
 CW0806
 CW0806:                Primary Azimuth Mark                     Grid Az
 CW0806:SPC NM C     -  R=COATS                                  096 25 42.6
 CW0806:UTM  13      -  R=COATS                                  097 05 39.8
 CW0806
 CW0806|---------------------------------------------------------------------|
 CW0806| PID    Reference Object                     Distance      Geod. Az  |
 CW0806|                                                           dddmmss.s |
 CW0806| CW0798 R=COATS                             APPROX. 9.7 KM 0970650.3 |
 CW0806|---------------------------------------------------------------------|
 CW0806
 CW0806                          SUPERSEDED SURVEY CONTROL
 CW0806
 CW0806  NAD 83(1986)-  32 11 05.61010(N)    104 57 47.67226(W) AD(       ) 3
 CW0806  NAD 27      -  32 11 05.22455(N)    104 57 45.83896(W) AD(       ) 3
 CW0806  NGVD 29 (07/19/86) 1747.     (m)         5732.     (f) VERT ANG       
 CW0806
 CW0806.Superseded values are not recommended for survey control.
 CW0806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0806.See file dsdata.txt to determine how the superseded data were derived.
 CW0806
 CW0806_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SER0346560930(NAD 83)
 CW0806_MARKER: DD = SURVEY DISK
 CW0806_SETTING: 66 = SET IN ROCK OUTCROP
 CW0806_SP_SET: SET IN ROCK OUTCROP
 CW0806_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CW0806+STABILITY: POSITION/ELEVATION WELL
 CW0806_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CW0806+SATELLITE: SATELLITE OBSERVATIONS - May 22, 2006
 CW0806
 CW0806  HISTORY     - Date     Condition        Report By
 CW0806  HISTORY     - 1932     MONUMENTED       USGS
 CW0806  HISTORY     - 20060522 GOOD             INDIV
 CW0806
 CW0806                          STATION DESCRIPTION
 CW0806
 CW0806'DESCRIBED BY US GEOLOGICAL SURVEY 1932
 CW0806'ON THE HIGHEST OF TWO OVAL TOPS ON A BARREN RIDGE 1 MI. NW. OF LA
 CW0806'PALOMA WATER TANK ON THE RANCH OF GARLAND CLARK, AND 1648.4 FT. NE.
 CW0806'OF SECTION CORNER T 24 S, R 19 E, SECS. 25, 26, AND 35, 36.
 CW0806'
 CW0806'THE STATION IS BEST REACHED BY A RD. FROM DOG CANYON PAST CHARLES
 CW0806'HEPLERS RANCH TO THE THOMAS RESIDENCE, THENCE NW. 7 MI. OVER A DIM
 CW0806'RANCH RD. TO A POINT 1 MI. NW. OF LA PALOMA TANK AND 0.25 MI. NE.
 CW0806'OF STATION.
 CW0806'
 CW0806'STATION MARK--STANDARD BRONZE TABLET, CEMENTED IN ROCK IN PLACE,
 CW0806'UNDER CENTER OF CAIRN, AND STAMPED ---R 1932---.
 CW0806'
 CW0806'REFERENCE MARK--DRILL HOLE IN ROCK IN PLACE, 9.80 FT. FROM STATION
 CW0806'MARK, N 81 DEG 57 MIN E.
 CW0806
 CW0806                          STATION RECOVERY (2006)
 CW0806
 CW0806'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (TAR)
 CW0806'MARK OK AS FOUND, BUT THE RM DRILLED HOLE WAS WEST OF THE MARK. IT
 CW0806'LOOKS LIKE A 1 IN. DIA. HOLE.  9.80 FT FROM HOLE TO MARK ON AZIMUTH OF
 CW0806'81DEG 57MIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0740 ***********************************************************************
 CW0740  DESIGNATION -  LA PLACE=CARL
 CW0740  PID         -  CW0740
 CW0740  STATE/COUNTY-  NM/EDDY
 CW0740  USGS QUAD   -  CARLSBAD EAST (1985)
 CW0740
 CW0740                         *CURRENT SURVEY CONTROL
 CW0740  ___________________________________________________________________
 CW0740* NAD 83(1992)-  32 25 07.82197(N)    104 12 53.49008(W)     ADJUSTED  
 CW0740* NAVD 88     -       978.0    (meters)    3209.     (feet)  VERTCON   
 CW0740  ___________________________________________________________________
 CW0740  LAPLACE CORR-          -2.97  (seconds)                    DEFLEC99
 CW0740  GEOID HEIGHT-         -24.27  (meters)                     GEOID03
 CW0740
 CW0740  HORZ ORDER  -  FIRST
 CW0740
 CW0740.The horizontal coordinates were established by classical geodetic methods
 CW0740.and adjusted by the National Geodetic Survey in December 1993..
 CW0740
 CW0740.The NAVD 88 height was computed by applying the VERTCON shift value to
 CW0740.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CW0740
 CW0740.The Laplace correction was computed from DEFLEC99 derived deflections.
 CW0740
 CW0740.The geoid height was determined by GEOID03.
 CW0740
 CW0740;                    North         East     Units Scale Factor Converg.
 CW0740;SPC NM E     -   157,315.292   176,142.873   MT  0.99991062   +0 03 48.7
 CW0740;SPC NM E     -   516,125.25    577,895.41   sFT  0.99991062   +0 03 48.7
 CW0740;UTM  13      - 3,587,133.599   573,822.711   MT  0.99966720   +0 25 15.4
 CW0740
 CW0740!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CW0740!SPC NM E     -   0.99985028  x   0.99991062  =   0.99976091
 CW0740!UTM  13      -   0.99985028  x   0.99966720  =   0.99951753
 CW0740
 CW0740:                Primary Azimuth Mark                     Grid Az
 CW0740:SPC NM E     -  CARLSBAD                                 026 57 27.0
 CW0740:UTM  13      -  CARLSBAD                                 026 36 00.3
 CW0740
 CW0740|---------------------------------------------------------------------|
 CW0740| PID    Reference Object                     Distance      Geod. Az  |
 CW0740|                                                           dddmmss.s |
 CW0740| CW0741 CARLSBAD                            APPROX. 7.5 KM 0270115.7 |
 CW0740| CH8532 CARL RM 1                            33.547 METERS 14535     |
 CW0740| CH8533 CARL RM 2                            27.222 METERS 21633     |
 CW0740|---------------------------------------------------------------------|
 CW0740
 CW0740                          SUPERSEDED SURVEY CONTROL
 CW0740
 CW0740  NAD 83(1986)-  32 25 07.82246(N)    104 12 53.48390(W) AD(       ) 1
 CW0740  NAD 27      -  32 25 07.39400(N)    104 12 51.66800(W) AD(       ) 1
 CW0740  NGVD 29 (07/19/86)  977.5    (m)         3207.     (f) VERT ANG       
 CW0740
 CW0740.Superseded values are not recommended for survey control.
 CW0740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0740.See file dsdata.txt to determine how the superseded data were derived.
 CW0740
 CW0740_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SER7382387134(NAD 83)
 CW0740_MARKER: DS = TRIANGULATION STATION DISK
 CW0740_SETTING: 66 = SET IN ROCK OUTCROP
 CW0740
 CW0740  HISTORY     - Date     Condition        Report By
 CW0740  HISTORY     - 1922     MONUMENTED       CGS
 CW0740  HISTORY     - 1943     GOOD             CGS
 CW0740  HISTORY     - 1948     GOOD             CGS
 CW0740  HISTORY     - 1965     GOOD             CGS
 CW0740
 CW0740                          STATION DESCRIPTION
 CW0740
 CW0740'DESCRIBED BY COAST AND GEODETIC SURVEY 1922 (CMD)
 CW0740'ONE-HALF MILE EAST OF CARLSBAD, 1/4 MILE EAST OF THE RIVER,
 CW0740'ON HAGERMAN HEIGHTS, ON THE ESTATE OWNED (1922) BY MRS.
 CW0740'H.C. KERR.  THE STATION IS ON TOP OF THE SOUTH STONE WALL
 CW0740'OF THE RESERVOIR AT THE SOUTHEAST POINT OF THE CURVE.  THE
 CW0740'STAION AND REFERENCE MARKS ARE STANDARD DISKS SET IN ROCK
 CW0740'REFERENCE MARK NO. 1 IS 33.547
 CW0740'METERS (110.06 FEET) FROM STATION S 34 DEG 25 MIN E,
 CW0740'AND NO. 2 IS 27.22 METERS (89.3 FEET) FROM STATION
 CW0740'S 36 DEG 33 MIN W.  THE FOLLOWING BEARINGS ARE FROM STATION--CITY
 CW0740'STANDPIPE, SOUTH TANGENT, N 83 DEG 36 MIN W.  CITY
 CW0740'STANDPIPE, NORTH TANGENT, N 83 DEG 31 MIN W.  COURTHOUSE,
 CW0740'SPIRE, N 80 DEG 07 MIN.  AND CHURCH SPIRE,
 CW0740'N 74 DEG 41 MIN W.
 CW0740
 CW0740                          STATION RECOVERY (1943)
 CW0740
 CW0740'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (RTR)
 CW0740'STATION AND R.M. 1 RECOVERED IN GOOD CONDITION.  THE STATION
 CW0740'IS STAMPED LA PLACE 1922 INSTEAD OF CARL.  DUE TO A LAPSE
 CW0740'OF TIME BETWEEN THE RECOVERY OF THE STATION AND THE WRITING
 CW0740'OF THE RECOVERY NOTE THERE IS SOME DOUBT AS TO THE ACCURACY
 CW0740'OF THE FACTS.
 CW0740
 CW0740                          STATION RECOVERY (1948)
 CW0740
 CW0740'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (GBG)
 CW0740'NO DESCRIPTION AVAILABLE WHEN RECOVERED.  TAKE U.S. HIGHWAY
 CW0740'62 E OUT OF CARLSBAD.  FROM CENTER OF BATTANN BRIDGE OVER THE
 CW0740'PECOS RIVER, CONTINUE E 0.3 MILE.  TURN HALF RIGHT THROUGH
 CW0740'STONE POSTS AT E END OF A LOW STONE WALL.  CONTINUE TO TOP
 CW0740'OF HILL.  STATION IS IN THE CENTER OF THE SE PART OF A STONE
 CW0740'WALL OF A RESERVOIR, ABOUT 7 FEET ABOVE THE GROUND.  STATION
 CW0740'MARK IS A BRONZE DISK STAMPED LA PLACE 1922.
 CW0740
 CW0740                          STATION RECOVERY (1965)
 CW0740
 CW0740'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (FHB)
 CW0740'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 CW0740'FOUND IN GOOD CONDITION EXCEPT REFERENCE MARK NUMBER 1 WHICH
 CW0740'WAS SEARCHED FOR BUT WAS NOT RECOVERED.  A NEW DESCRIPTION
 CW0740'ON HOW TO REACH THE STATION FOLLOWS. THE STATION WAS RECOVERED
 CW0740'FROM THE CITY OF CARLSBAD.
 CW0740'
 CW0740'TO REACH THE STATION FROM THE EAST END OF THE BATAAN BRIDGE
 CW0740'OVER THE PECOS RIVER, GO EAST AND NORTH ON U.S. HIGHWAY 62
 CW0740'AND 180 FOR 0.35 MILE.  TURN RIGHT OFF THE HIGHWAY AND GO
 CW0740'UPHILL ON A GRAVELED ROAD FOR 0.1 MILE TO THE TOP AND A LARGE
 CW0740'HOME.  PASS TO THE RIGHT OF THE HOUSE AND GO SOUTH FOR ABOUT
 CW0740'300 FEET TO THE SOUTHEAST EDGE OF THE RESERVOIR AND THE STATION
 CW0740'DISK SET IN THE TOP OF THE RIM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS1408 ***********************************************************************
 DS1408  DESIGNATION -  LA POSTA
 DS1408  PID         -  DS1408
 DS1408  STATE/COUNTY-  NM/SIERRA
 DS1408  USGS QUAD   -  WILLIAMSBURG NW (1961)
 DS1408
 DS1408                         *CURRENT SURVEY CONTROL
 DS1408  ___________________________________________________________________
 DS1408* NAD 83(1992)-  33 14 57.15863(N)    107 22 52.14856(W)     ADJUSTED  
 DS1408* NAVD 88     -      1549.6    (meters)    5084.     (feet)  VERTCON   
 DS1408  ___________________________________________________________________
 DS1408  LAPLACE CORR-          -1.98  (seconds)                    DEFLEC99
 DS1408  GEOID HEIGHT-         -23.14  (meters)                     GEOID03
 DS1408
 DS1408  HORZ ORDER  -  THIRD
 DS1408  VERT ORDER  -  THIRD ? (See Below)
 DS1408
 DS1408.The horizontal coordinates were established by classical geodetic methods
 DS1408.and adjusted by the National Geodetic Survey in December 1993..
 DS1408
 DS1408.The NAVD 88 height was computed by applying the VERTCON shift value to
 DS1408.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DS1408.The vertical order pertains to the NGVD 29 superseded value.
 DS1408
 DS1408.The Laplace correction was computed from DEFLEC99 derived deflections.
 DS1408
 DS1408.The geoid height was determined by GEOID03.
 DS1408
 DS1408;                    North         East     Units Scale Factor Converg.
 DS1408;SPC NM W     -   249,483.231   872,135.229   MT  0.99993855   +0 14 52.5
 DS1408;SPC NM W     -   818,512.90  2,861,330.33   sFT  0.99993855   +0 14 52.5
 DS1408;UTM  13      - 3,681,443.277   278,164.444   MT  1.00020678   -1 18 21.9
 DS1408
 DS1408!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS1408!SPC NM W     -   0.99976041  x   0.99993855  =   0.99969898
 DS1408!UTM  13      -   0.99976041  x   1.00020678  =   0.99996714
 DS1408
 DS1408:                Primary Azimuth Mark                     Grid Az
 DS1408:SPC NM W     -  MANITA                                   268 32 41.5
 DS1408:UTM  13      -  MANITA                                   270 05 55.9
 DS1408
 DS1408|---------------------------------------------------------------------|
 DS1408| PID    Reference Object                     Distance      Geod. Az  |
 DS1408|                                                           dddmmss.s |
 DS1408| DS1410 MANITA                              APPROX. 9.9 KM 2684734.0 |
 DS1408|---------------------------------------------------------------------|
 DS1408
 DS1408                          SUPERSEDED SURVEY CONTROL
 DS1408
 DS1408  NAD 83(1986)-  33 14 57.15714(N)    107 22 52.15322(W) AD(       ) 3
 DS1408  NAD 27      -  33 14 56.90518(N)    107 22 50.01844(W) AD(       ) 3
 DS1408  NGVD 29 (07/19/86) 1548.9    (m)         5082.     (f) LEVELING    3  
 DS1408
 DS1408.Superseded values are not recommended for survey control.
 DS1408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS1408.See file dsdata.txt to determine how the superseded data were derived.
 DS1408
 DS1408_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBS7816481443(NAD 83)
 DS1408_MARKER: DD = SURVEY DISK
 DS1408_SETTING: 0 = UNSPECIFIED SETTING
 DS1408_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DS1408
 DS1408  HISTORY     - Date     Condition        Report By
 DS1408  HISTORY     - 1958     MONUMENTED       USGS
 DS1408
 DS1408                          STATION DESCRIPTION
 DS1408
 DS1408'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 DS1408'STATION LOCATED ON THE HIGHEST POINT OF THE N. RIM OF CUCHILLO NEGRO
 DS1408'RIVER JUST W. OF A POINT WHERE STATE HIGHWAY 52 (WINSTON ROAD) EMERGES
 DS1408'FROM CANYON BOTTOM TO MESA TOP.  STATION IS BEST REACHED FROM THE
 DS1408'VILLAGE OF CUCHILLO BY DRIVING W. AND NW. 1.5 MI. TO RIM AND STATION
 DS1408'ON SW. SIDE OF RD.
 DS1408'
 DS1408'STATION MARK--STANDARD USGS BM TABLET SET IN 7 BY 7 IN. CEMENT POST
 DS1408'PROJECTING ABOUT 6 IN. ABOVE GROUND, STAMPED ---LA POSTA--- AND ALSO
 DS1408'---7 RHM 1958---.
 DS1408'
 DS1408'NO MENTION OF REFERENCE MARKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR1005 ***********************************************************************
 DR1005  DESIGNATION -  LABORCITA
 DR1005  PID         -  DR1005
 DR1005  STATE/COUNTY-  NM/OTERO
 DR1005  USGS QUAD   -  SABINATA FLAT (1982)
 DR1005
 DR1005                         *CURRENT SURVEY CONTROL
 DR1005  ___________________________________________________________________
 DR1005* NAD 83(1992)-  33 00 35.30985(N)    105 52 49.66827(W)     ADJUSTED  
 DR1005* NAVD 88     -      1788.7    (meters)    5868.     (feet)  VERTCON   
 DR1005  ___________________________________________________________________
 DR1005  LAPLACE CORR-          14.09  (seconds)                    DEFLEC99
 DR1005  GEOID HEIGHT-         -21.05  (meters)                     GEOID03
 DR1005
 DR1005  HORZ ORDER  -  SECOND
 DR1005
 DR1005.The horizontal coordinates were established by classical geodetic methods
 DR1005.and adjusted by the National Geodetic Survey in December 1993..
 DR1005
 DR1005.The NAVD 88 height was computed by applying the VERTCON shift value to
 DR1005.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DR1005
 DR1005.The Laplace correction was computed from DEFLEC99 derived deflections.
 DR1005
 DR1005.The geoid height was determined by GEOID03.
 DR1005
 DR1005;                    North         East     Units Scale Factor Converg.
 DR1005;SPC NM C     -   222,899.876   534,527.206   MT  0.99991469   +0 12 04.7
 DR1005;SPC NM C     -   731,297.34  1,753,694.68   sFT  0.99991469   +0 12 04.7
 DR1005;UTM  13      - 3,652,718.558   417,758.552   MT  0.99968339   -0 28 46.9
 DR1005
 DR1005!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR1005!SPC NM C     -   0.99972256  x   0.99991469  =   0.99963727
 DR1005!UTM  13      -   0.99972256  x   0.99968339  =   0.99940603
 DR1005
 DR1005:                Primary Azimuth Mark                     Grid Az
 DR1005:SPC NM C     -  5790                                     123 16 47.1
 DR1005:UTM  13      -  5790                                     123 57 38.7
 DR1005
 DR1005|---------------------------------------------------------------------|
 DR1005| PID    Reference Object                     Distance      Geod. Az  |
 DR1005|                                                           dddmmss.s |
 DR1005| CJ6674 5790                                               1232851.8 |
 DR1005| CJ7641 LABORCITA RM 2                       12.549 METERS 27800     |
 DR1005| CJ7640 LABORCITA RM 1                        8.321 METERS 35543     |
 DR1005|---------------------------------------------------------------------|
 DR1005
 DR1005                          SUPERSEDED SURVEY CONTROL
 DR1005
 DR1005  NAD 83(1986)-  33 00 35.31770(N)    105 52 49.67066(W) AD(       ) 2
 DR1005  NAD 27      -  33 00 35.00920(N)    105 52 47.71620(W) AD(       ) 2
 DR1005  NGVD 29 (07/19/86) 1788.0    (m)         5866.     (f) VERT ANG       
 DR1005
 DR1005.Superseded values are not recommended for survey control.
 DR1005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR1005.See file dsdata.txt to determine how the superseded data were derived.
 DR1005
 DR1005_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDS1775952719(NAD 83)
 DR1005_MARKER: DD = SURVEY DISK
 DR1005_SETTING: 80 = SET IN A BOULDER
 DR1005_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 DR1005
 DR1005  HISTORY     - Date     Condition        Report By
 DR1005  HISTORY     - 1936     MONUMENTED       CGS
 DR1005  HISTORY     - 1943     GOOD             CGS
 DR1005  HISTORY     - 1952     GOOD             CGS
 DR1005
 DR1005                          STATION DESCRIPTION
 DR1005
 DR1005'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 DR1005'THE STATION IS 9 MILES SE OF TULAROSA, 8-1/2 MILES NE OF
 DR1005'ALAMOGORDO, 4 MILES NE OF LA LUZ, ABOUT 3/4 MILE N OF THE
 DR1005'S BOUNDARY OF THE MESCALERO INDIAN RESERVATION, IN THE FOOTHILLS
 DR1005'OF THE SACRAMENTO MOUNTAINS, ON THE HIGH POINT AT THE E END
 DR1005'OF THE RED SANDSTONE AND GRAVEL RIDGE LYING ALONG THE N SIDE
 DR1005'OF LABORCITA CANYON, ABOUT 1/4 MILE E BY N OF A SLIGHTLY
 DR1005'HIGHER SUMMIT, ON THE LONGITUDINAL CENTER OF THE RIDGE, 65
 DR1005'FEET E BY N OF A SMALL, BRUSHY JUNIPER TREE, IN TOP OF A
 DR1005'SMALL, RECTANGULAR BOULDER, PROJECTING ABOUT 5 INCHES ABOVE
 DR1005'THE GROUND.
 DR1005'
 DR1005'TO REACH FROM LA LUZ, GO 2.9 MILES ON THE CLOUDCROFT ROAD,
 DR1005'TAKE THE LEFT FORK, LEAVE THE HIGHWAY AND GO 2.3 MILES, TAKE
 DR1005'THE LEFT FORK AND GO 1.05 MILES AND PASS THE AZIMUTH MARK ON
 DR1005'THE RIGHT, CONTINUE 0.55 MILE, TURN LEFT (NORTHWEST) ON
 DR1005'DIM ROAD JUST AFTER CROSSING A WASH AND GO 0.9 MILE TO THE
 DR1005'TOP OF A LOW RIDGE, TURN LEFT AND GO W ACROSS COUNTRY ALONG
 DR1005'THE SUMMIT OF THE RIDGE 0.5 MILE TO THE END OF TRUCK TRAVEL
 DR1005'AT THE E BASE OF HILL, GO W UP HILL TO SUMMIT AND STATION
 DR1005'SITE.
 DR1005'
 DR1005'THE STATION AND REFERENCE MARKS ARE BRONZE DISKS SET IN ROCK.
 DR1005'
 DR1005'REFERENCE MARK 1 IS DOWN THE N SLOPE OF THE RIDGE, ABOUT 8
 DR1005'FEET BELOW THE CREST, AND 8.316 METERS (27.28 FEET) FROM THE
 DR1005'STATION, AND REFERENCE MARK 2
 DR1005'IS ALONG THE RIDGE LINE, 12.546 METERS (41.16 FEET) FROM
 DR1005'THE STATION.
 DR1005'
 DR1005'THE AZIMUTH MARK, A U.S.G.S. DISK SET IN TOP OF A SMALL
 DR1005'BOULDER, IS STAMPED 5790, IS ABOUT 50 YARDS S OF A CATTLE
 DR1005'GUARD, 50 FEET NE OF THE CENTER LINE OF ROAD, 15 FEET NW OF
 DR1005'THE SW FENCE CORNER, AND ABOUT 0.8 MILE FROM THE STATION.
 DR1005
 DR1005                          STATION RECOVERY (1943)
 DR1005
 DR1005'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (EHB)
 DR1005'STATION IS 8.0 MILES AIRLINE SE OF TULAROSA, 8.5 MILES
 DR1005'AIRLINE NE OF ALAMOGORDO, AND 4.0 MILES NE OF LA LUZ, ABOUT
 DR1005'7.5 MILES N OF THE S BOUNDARY OF THE MESCALERO INDIAN RESERVATION,
 DR1005'IN TH FOOTHILLS OF THE SACRAMENTO MOUNTAINS ON THE E END OF
 DR1005'A RED ROCKY RIDGE ON THE N SIDE OF LABORCITA CANYON.
 DR1005'
 DR1005'STATION IS 65 FEET E OF A LOW BUSHY JUNIPER TREE, AND 12
 DR1005'FEET W OF A 4- BY 4-FOOT SQUARE HOLE IN THE GROUND.  A BRONZE
 DR1005'STATION DISK SET IN A BURIED BOULDER PROJECTING ABOUT 8
 DR1005'INCHES ABOVE THE GROUND.  STAMPED LABORCITA 1936.
 DR1005'
 DR1005'REFERENCE MARK 1 IS N OF AND ABOUT 4 FEET LOWER THAN THE
 DR1005'STATION.  A BRONZE REFERENCE DISK SET IN A BOULDER FLUSH
 DR1005'WITH THE GROUND, STAMPED LABORCITA NO 1 1936.
 DR1005'
 DR1005'REFERENCE MARK 2 IS W OF THE STATION.  A BRONZE REFERENCE
 DR1005'DISK SET IN A BOULDER FLUSH WITH THE GROUND, STAMPED LABORCITA
 DR1005'NO 2 1936.  TO REACH FROM THE POST OFFICE IN LA LUZ, GO
 DR1005'E ON STATE HIGHWAY 83 FOR 2.9 MILES TO A T-ROAD LEFT.  TURN
 DR1005'LEFT ON GRADED ROAD AND GO NE FOR 2.3 MILES TO FORKS.  TAKE
 DR1005'LEFT FORK AND GO 0.8 MILE TO FORKS NEAR A RANCH HOUSE.  TAKE
 DR1005'LEFT FORK AND GO 0.9 MILE TO A TRACK ROAD ON LEFT JUST AFTER
 DR1005'CROSSING SECOND WASH.  TURN LEFT AND FOLLOW TRACK ROAD NW
 DR1005'FOR 0.9 MILE TO A WIRE GATE.  TURN LEFT AS S SIDE OF GATE
 DR1005'AND FOLLOW DIM TRACKS W ALONG RIDGE FOR 0.5 MILE TO FOOT
 DR1005'OF HILL.  FROM HERE PACK E UP FACE OF HILL FOR ABOUT 0.2
 DR1005'MILE TO HIGHEST POINT AND STATION.
 DR1005'
 DR1005'AZIMUTH MARK IS ABOUT 0.8 MILE SE OF THE STATION, AND
 DR1005'0.15 MILE N OF A ROAD FORK.  IT IS 45 FEET NE OF AN ABANDONED
 DR1005'ROAD, 16 FEET NW OF A T-FENCE CORNER IN THE NATIONAL FOREST
 DR1005'BOUNDARY FENCE.  A U.S.G.S. BENCH-MARK SET IN A BOULDER
 DR1005'FLUSH WITH THE GROUND, STAMPED 5790 V A.
 DR1005
 DR1005                          STATION RECOVERY (1952)
 DR1005
 DR1005'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (RLE)
 DR1005'THE STATION, REFERENCE MARK NUMBER 1, REFERENCE MARK NUMBER 2
 DR1005'AND THE AZIMUTH MARK (B.M. (USGS)) WERE RECOVERED AND ARE IN
 DR1005'GOOD CONDITION.
 DR1005'
 DR1005'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION--
 DR1005'
 DR1005'THE STATION IS LOCATED ABOUT 8.5 MILES NORTH NORTHEAST OF
 DR1005'ALAMOGORDO AND 4 MILES NORTHEAST OF LA LUZ.  IT IS NEAR THE
 DR1005'EAST END OF A RED SANDSTONE AND GRAVEL RIDGE LYING ALONG
 DR1005'THE NORTH SIDE OF LABORCITA CANYON, ABOUT 300 YARDS EAST
 DR1005'OF THE HIGHEST POINT OF THE RIDGE AND 55 FEET EAST OF A
 DR1005'SMALL, BUSHY JUNIPER TREE.  IT IS STAMPED LABORCITA 1936
 DR1005'AND PROJECTS 5 INCHES.
 DR1005'
 DR1005'REFERENCE MARK NO. 1 IS ON THE NORTH SLOPE OF THE RIDGE AND
 DR1005'IS ABOUT 6 FEET LOWER THAN THE STATION.  IT IS STAMPED
 DR1005'LABORCITA NO 1 1936.
 DR1005'
 DR1005'REFERENCE MARK NO. 2 15 FEET EAST OF A SMALL BUSHY JUNIPER
 DR1005'TREE AND IS ABOUT 3 FEET LOWER THAN THE STATION.  IT IS STAMPED
 DR1005'LABORCITA NO 2 1936.  NOTE 12C.
 DR1005'
 DR1005'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK
 DR1005'NO. 2 IS 44.3 FEET.
 DR1005'
 DR1005'THE AZIMUTH MARK IS LOCATED 47 FEET NORTHEAST OF THE CENTER
 DR1005'OF A TRACK ROAD AND 20 FEET NORTHWEST OF A FENCE CORNER.
 DR1005'A U.S. GEOLOGICAL SURVEY BENCH MARK WAS USED FOR THE
 DR1005'AZIMUTH MARK.  IT IS A STANDARD U.S. GEOLOGICAL SURVEY BENCH
 DR1005'MARK DISK CEMENTED IN A DRILL HOLE IN A BOULDER.  IT IS STAMPED
 DR1005'5790 VA.
 DR1005'
 DR1005'TO REACH THE STATION FROM THE POST OFFICE IN LA LUZ, GO
 DR1005'NORTH AND NORTHWEST FOR 0.3 MILE TO A FORK.  TAKE THE
 DR1005'RIGHT FORK ACROSS THE BRIDGE AND GO NORTH FOR 0.1 MILE TO A
 DR1005'FORK, TAKE THE RIGHT FORK AND GO EASTERLY ON A GRAVELED
 DR1005'ROAD FOR 2.4 MILES TO A FORK AND 3 SIGNS.  TAKE THE LEFT FORK
 DR1005'AND GO NORTHEASTERLY ON A WINDING ROAD FOR 2.25 MILES TO A
 DR1005'FORK AND 4 SIGNS, TAKE THE LEFT FORK AND GO NORTHERLY FOR
 DR1005'0.8 MILE TO A FORK AND A HOUSE ON THE LEFT.  TAKE THE LEFT
 DR1005'FORK AND GO NORTH FOR 0.15 MILE TO A DIM FORK, (TAKE THE
 DR1005'RIGHT FORK AND FOLLOW A DIM TRACK ROAD NORTH FOR 0.1 MILE
 DR1005'TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED), TAKE THE
 DR1005'LEFT FORK AND FOLLOW WINDING ROAD NORTHWESTERLY FOR 0.65
 DR1005'MILE TO A SIGN C.C. HENRY JUST AFTER CROSSING A WHITE
 DR1005'BRIDGE.  TURN LEFT AT SIGN AND GO WEST AND NORTH FOR 0.85
 DR1005'MILE TO THE TOP OF A SMALL HILL AND A WIRE GATE,
 DR1005'TURN LEFT JUST SOUTH OF THE GATE AND FOLLOW A DIM TRACK
 DR1005'ROAD FOR 0.5 MILE TO THE END OF TRUCK TRAVEL.  PACK
 DR1005'WESTERLY UP HILL TO THE EAST END OF THE RIDGE AND THE
 DR1005'STATION AS DESCRIBED.  ABOUT 15 MINUTE PACK WITH OBSERVNG
 DR1005'PARTY EQUIPMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0447 ***********************************************************************
 FN0447  DESIGNATION -  LACINTA
 FN0447  PID         -  FN0447
 FN0447  STATE/COUNTY-  NM/SAN MIGUEL
 FN0447  USGS QUAD   -  LA CINTA MESA (1968)
 FN0447
 FN0447                         *CURRENT SURVEY CONTROL
 FN0447  ___________________________________________________________________
 FN0447* NAD 83(1992)-  35 25 33.17439(N)    104 04 05.71007(W)     ADJUSTED  
 FN0447* NAVD 88     -      1505.0    (meters)    4938.     (feet)  VERTCON   
 FN0447  ___________________________________________________________________
 FN0447  LAPLACE CORR-          -1.46  (seconds)                    DEFLEC99
 FN0447  GEOID HEIGHT-         -22.25  (meters)                     GEOID03
 FN0447
 FN0447  HORZ ORDER  -  SECOND
 FN0447
 FN0447.The horizontal coordinates were established by classical geodetic methods
 FN0447.and adjusted by the National Geodetic Survey in December 1993..
 FN0447
 FN0447.The NAVD 88 height was computed by applying the VERTCON shift value to
 FN0447.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FN0447
 FN0447.The Laplace correction was computed from DEFLEC99 derived deflections.
 FN0447
 FN0447.The geoid height was determined by GEOID03.
 FN0447
 FN0447;                    North         East     Units Scale Factor Converg.
 FN0447;SPC NM E     -   490,855.462   189,070.509   MT  0.99991623   +0 09 13.2
 FN0447;SPC NM E     - 1,610,414.96    620,308.83   sFT  0.99991623   +0 09 13.2
 FN0447;UTM  13      - 3,920,672.064   584,581.831   MT  0.99968816   +0 32 24.4
 FN0447
 FN0447!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FN0447!SPC NM E     -   0.99976732  x   0.99991623  =   0.99968357
 FN0447!UTM  13      -   0.99976732  x   0.99968816  =   0.99945555
 FN0447
 FN0447|---------------------------------------------------------------------|
 FN0447| PID    Reference Object                     Distance      Geod. Az  |
 FN0447|                                                           dddmmss.s |
 FN0447| CJ7643 LACINTA RM 1                          8.802 METERS 13731     |
 FN0447| CJ7642 LACINTA AZ MK                                      2011448.6 |
 FN0447| CJ7644 LACINTA RM 2                          7.210 METERS 24627     |
 FN0447|---------------------------------------------------------------------|
 FN0447
 FN0447                          SUPERSEDED SURVEY CONTROL
 FN0447
 FN0447  NAD 83(1986)-  35 25 33.18276(N)    104 04 05.70594(W) AD(       ) 2
 FN0447  NAD 27      -  35 25 33.01060(N)    104 04 03.80130(W) AD(       ) 2
 FN0447  NGVD 29 (07/19/86) 1504.4    (m)         4936.     (f) VERT ANG       
 FN0447
 FN0447.Superseded values are not recommended for survey control.
 FN0447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0447.See file dsdata.txt to determine how the superseded data were derived.
 FN0447
 FN0447_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEV8458220672(NAD 83)
 FN0447_MARKER: DS = TRIANGULATION STATION DISK
 FN0447_SETTING: 80 = SET IN A BOULDER
 FN0447_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 FN0447
 FN0447  HISTORY     - Date     Condition        Report By
 FN0447  HISTORY     - 1960     MONUMENTED       CGS
 FN0447
 FN0447                          STATION DESCRIPTION
 FN0447
 FN0447'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (HWK)
 FN0447'THE STATION IS APPROXIMATELY 25-1/2 MILES NORTHWEST OF TUCUMCARI,
 FN0447'7-1/2 MILES EAST OF THE CONCHAS DAM RESERVOIR, IN THE WEST
 FN0447'EDGE OF A GROUP OF HILLS AND MESAS, ON PROPERTY OWNED BY
 FN0447'THE CLABBER HILL RANCH.
 FN0447'
 FN0447'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 54
 FN0447'AND STATE HIGHWAYS 18 AND 104 IN TUCUMCARI, GO NORTH ON
 FN0447'HIGHWAY 104, OVER VIADUCT, FOR 5.05 MILES TO A BRIDGE OVER
 FN0447'A CANAL.  CONTINUE STRAIGHT AHEAD ON HIGHWAY 104 FOR 15.7
 FN0447'MILES TO A SIGN ON RIGHT CONCHAS DAM 10.  CONTINUE STRAIGHT
 FN0447'AHEAD ON HIGHWAY 104 FOR 3 MILES TO A GATE ON THE RIGHT WITH
 FN0447'TALL GATE POST.  TURN RIGHT, THROUGH GATE AND GO 0.8 MILE ON
 FN0447'THE DIRT ROAD TO A RANCH HOUSE ON THE LEFT.  CONTINUE AHEAD
 FN0447'FOR 0.05 MILE TO A GATE.  PASS THROUGH THE GATE AND GO 0.1
 FN0447'MILE TO THE CANADIAN RIVER.  CROSS RIVER AND CONTINUE ON
 FN0447'THE MAIN ROAD FOR 2.5 MILES TO A FORK.  BEAR LEFT, NORTH
 FN0447'FOR 0.55 MILE TO A FORK.  BEAR LEFT AND GO NORTH AND WEST
 FN0447'ON A DIM TRACK ROAD FOR 1.3 MILES TO A POND ON THE LEFT.
 FN0447'CONTINUE WEST AND NORTH ON THE TRACK ROAD FOR 0.2 MILE.
 FN0447'BEAR RIGHT, NORTHERLY, ON AN OLD BLADED ROAD UP CANYON FOR
 FN0447'0.55 MILE TO A DEEP CREEK BED.  CROSS AND CONTINUE
 FN0447'NORTHWEST ON THE BLADED ROAD FOR 0.5 MILE TO A DEEP WASH.
 FN0447'CROSS AND CONTINUE ON THE BLADED ROAD FOR 0.3 MILE TO
 FN0447'THE FOOT OF A STEEP ROCKY GRADE.  CONTINUE UP GRADE FOR 0.2
 FN0447'MILE.  BEAR LEFT ON THE ROAD AROUND HILLSIDE FOR 0.1 MILE.
 FN0447'BEAR RIGHT ON THE ROAD AND GO NORTH UPHILL 0.1 MILE TO A
 FN0447'FENCE ON THE LEFT.  CONTINUE NORTHEAST ON THE BLADED ROAD
 FN0447'FOR 0.4 MILE TO THE TOP OF A RIDGE.  CONTINUE NORTHEAST ON THE
 FN0447'BLADED ROAD FOR 0.3 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 FN0447'CONTINUE NORTHEAST AND EAST ON THE BLADED ROAD FOR 0.45 MILE.
 FN0447'TURN LEFT, LEAVING THE BLADED ROAD AND GO ACROSS COUNTRY
 FN0447'NORTHWESTERLY FOR 0.7 MILE TO THE HIGHEST POINT ON THE HILL
 FN0447'AND THE STATION.
 FN0447'
 FN0447'STATION MARK, A STANDARD DISK STAMPED LACINTA 1960, IS CEMENTED
 FN0447'IN A DRILL HOLE IN A LARGE FLATE BOULDER.  IT IS 30 FEET NORTH
 FN0447'OF THE SOUTH EDGE OF THE RIDGE AND 14.8 FEET NORTHWEST OF A
 FN0447'METAL WITNESS POST.
 FN0447'
 FN0447'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED LACINTA NO 1
 FN0447'1960, IS CEMENTED IN A DRILL HOLE IN A LARGE BOULDER WHICH
 FN0447'PROJECTS 8 INCHES.  IT IS 23 FEET NORTH OF THE SOUTH EDGE
 FN0447'OF THE RIDGE AND 15.6 FEET EAST OF THE METAL WITNESS POST.
 FN0447'
 FN0447'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED LACINTA NO 2 1960,
 FN0447'IS CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK.  IT
 FN0447'IS 8 FEET NORTH OF THE SOUTH EDGE OF THE RIDGE.
 FN0447'
 FN0447'AZIMUTH MARK, A STANDARD DISK STAMPED LACINTA 1960, IS CEMENTED
 FN0447'IN A DRILL HOLE IN OUTCROPPING BEDROCK.  IT IS 17 FEET SOUTH
 FN0447'OF THE CENTER OF THE BLADED ROAD AND 10 FEET SOUTH OF A METAL
 FN0447'WITNESS POST.
 FN0447'
 FN0447'NOTE--REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ1025 ***********************************************************************
 EQ1025  DESIGNATION -  LADRONES
 EQ1025  PID         -  EQ1025
 EQ1025  STATE/COUNTY-  NM/SOCORRO
 EQ1025  USGS QUAD   -  LADRON PEAK (1985)
 EQ1025
 EQ1025                         *CURRENT SURVEY CONTROL
 EQ1025  ___________________________________________________________________
 EQ1025* NAD 83(1992)-  34 26 03.85139(N)    107 05 07.17904(W)     ADJUSTED  
 EQ1025* NAVD 88     -      2798.     (meters)    9180.     (feet)  SCALED    
 EQ1025  ___________________________________________________________________
 EQ1025  LAPLACE CORR-          -2.26  (seconds)                    DEFLEC99
 EQ1025  GEOID HEIGHT-         -21.45  (meters)                     GEOID03
 EQ1025
 EQ1025  HORZ ORDER  -  SECOND
 EQ1025
 EQ1025.The horizontal coordinates were established by classical geodetic methods
 EQ1025.and adjusted by the National Geodetic Survey in December 1993..
 EQ1025
 EQ1025.The orthometric height was scaled from a topographic map.
 EQ1025
 EQ1025.The Laplace correction was computed from DEFLEC99 derived deflections.
 EQ1025
 EQ1025.The geoid height was determined by GEOID03.
 EQ1025
 EQ1025;                    North         East     Units Scale Factor Converg.
 EQ1025;SPC NM C     -   381,152.233   423,230.186   MT  0.99997262   -0 28 20.5
 EQ1025;SPC NM C     - 1,250,496.95  1,388,547.70   sFT  0.99997262   -0 28 20.5
 EQ1025;UTM  13      - 3,812,295.626   308,394.967   MT  1.00005254   -1 10 46.3
 EQ1025
 EQ1025!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EQ1025!SPC NM C     -   0.99956435  x   0.99997262  =   0.99953699
 EQ1025!UTM  13      -   0.99956435  x   1.00005254  =   0.99961687
 EQ1025
 EQ1025:                Primary Azimuth Mark                     Grid Az
 EQ1025:SPC NM C     -  TRES                                     095 40 08.3
 EQ1025:UTM  13      -  TRES                                     096 22 34.1
 EQ1025
 EQ1025|---------------------------------------------------------------------|
 EQ1025| PID    Reference Object                     Distance      Geod. Az  |
 EQ1025|                                                           dddmmss.s |
 EQ1025| EQ1088 TRES                                APPROX. 6.0 KM 0951147.8 |
 EQ1025|---------------------------------------------------------------------|
 EQ1025
 EQ1025                          SUPERSEDED SURVEY CONTROL
 EQ1025
 EQ1025  NAD 83(1986)-  34 26 03.85559(N)    107 05 07.18026(W) AD(       ) 2
 EQ1025  NAD 27      -  34 26 03.63059(N)    107 05 05.06268(W) AD(       ) 2
 EQ1025
 EQ1025.Superseded values are not recommended for survey control.
 EQ1025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ1025.See file dsdata.txt to determine how the superseded data were derived.
 EQ1025
 EQ1025_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU0839512296(NAD 83)
 EQ1025_MARKER: DD = SURVEY DISK
 EQ1025_SETTING: 0 = UNSPECIFIED SETTING
 EQ1025_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EQ1025
 EQ1025  HISTORY     - Date     Condition        Report By
 EQ1025  HISTORY     - 1905     MONUMENTED       USGS
 EQ1025  HISTORY     - 1945     GOOD             USGS
 EQ1025  HISTORY     - 1957     GOOD             USGS
 EQ1025
 EQ1025                          STATION DESCRIPTION
 EQ1025
 EQ1025'DESCRIBED BY US GEOLOGICAL SURVEY 1945 (RAM)
 EQ1025'STATION IS LOCATED ON LADRONES PEAK, A WELL KNOWN AND MARKED
 EQ1025'PEAK, THE HIGHEST IN THE SIERRA DEL LADRONES.  IT IS ABOUT
 EQ1025'24 MILES SW OF BELEN AND ABOUT 24 MILES NW OF SOCORRO.  IT IS
 EQ1025'MARKED BY A STANDARD U.S. GEOLOGICAL SURVEY DISK WHICH HAS
 EQ1025'NOT BEEN STAMPED.
 EQ1025'
 EQ1025'THE PEAK HAS TWO SLIGHT POINTS ON ITS TOP OF ABOUT EQUAL
 EQ1025'HEIGHT.  THE MARK IS ON THE S ONE OF THE TWO.  U.S.C. AND
 EQ1025'G.S. STATION LADRONES 1920 IS ON THE N ONE OF THE TWO PEAKS.
 EQ1025'THE U.S.G.S. DISK WAS USED AS REFERENCE MARK 1 UNTIL 1934
 EQ1025'WHEN A BRONZE REFERENCE DISK WAS ESTABLISHED AND STAMPED
 EQ1025'LADRONES 1 1934 1919.
 EQ1025
 EQ1025                          STATION RECOVERY (1957)
 EQ1025
 EQ1025'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 EQ1025'STATION IS ON A HIGH ROCKY VERY RAGGED MOUNTAIN SW. OF ALBUQUERQUE
 EQ1025'AND 25 MI. NE. OF POLVADERA.
 EQ1025'
 EQ1025'NOTE--THIS MARK WAS USED AS A REFERENCE FOR LADRONES (NGS) UNTIL
 EQ1025'1934 WHEN A NEW REFERENCE MARK WAS ESTABLISHED BY THE NGS.
 EQ1025'
 EQ1025'NOTE--THE FIRST-ORDER POSITION PUBLISHED BY THE NGS IS THE RESULT OF
 EQ1025'A DISTANCE AND AZIMUTH TIE TO THE NGS STATION.  THE DISTANCE WAS
 EQ1025'REPORTED BY THE NGS AS 164.67 FT. IN 1920, 164.084 FT. IN 1948, 164.66
 EQ1025'IN 1952, AND WAS DOUBLE CHAINED BY THE USGS IN 1957 AS 164.22.  THE
 EQ1025'NGS ADVISED BY LETTER OF JUNE 12, 1957, THAT THE 1952 VALUE SHOULD BE
 EQ1025'ACCEPTED.  THEREFORE THE NGS 1952 POSITION WAS HELD.
 EQ1025'
 EQ1025'STATION MARK--USGS BRONZE TRIANGULATION TABLET SET IN ROCK,
 EQ1025'STAMPED---LADRONES 1905--- (STAMPING ADDED IN 1957).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ1026 ***********************************************************************
 EQ1026  DESIGNATION -  LADRONES
 EQ1026  PID         -  EQ1026
 EQ1026  STATE/COUNTY-  NM/SOCORRO
 EQ1026  USGS QUAD   -  LADRON PEAK (1985)
 EQ1026
 EQ1026                         *CURRENT SURVEY CONTROL
 EQ1026  ___________________________________________________________________
 EQ1026* NAD 83(1992)-  34 26 05.32944(N)    107 05 06.35310(W)     ADJUSTED  
 EQ1026* NAVD 88     -      2799.9    (meters)    9186.     (feet)  VERTCON   
 EQ1026  ___________________________________________________________________
 EQ1026  LAPLACE CORR-          -2.30  (seconds)                    DEFLEC99
 EQ1026  GEOID HEIGHT-         -21.45  (meters)                     GEOID03
 EQ1026
 EQ1026  HORZ ORDER  -  FIRST
 EQ1026
 EQ1026.The horizontal coordinates were established by classical geodetic methods
 EQ1026.and adjusted by the National Geodetic Survey in December 1993..
 EQ1026
 EQ1026.The NAVD 88 height was computed by applying the VERTCON shift value to
 EQ1026.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EQ1026
 EQ1026.The Laplace correction was computed from DEFLEC99 derived deflections.
 EQ1026
 EQ1026.The geoid height was determined by GEOID03.
 EQ1026
 EQ1026;                    North         East     Units Scale Factor Converg.
 EQ1026;SPC NM C     -   381,197.601   423,251.648   MT  0.99997258   -0 28 20.1
 EQ1026;SPC NM C     - 1,250,645.80  1,388,618.12   sFT  0.99997258   -0 28 20.1
 EQ1026;UTM  13      - 3,812,340.729   308,416.988   MT  1.00005244   -1 10 45.9
 EQ1026
 EQ1026!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EQ1026!SPC NM C     -   0.99956404  x   0.99997258  =   0.99953663
 EQ1026!UTM  13      -   0.99956404  x   1.00005244  =   0.99961646
 EQ1026
 EQ1026:                Primary Azimuth Mark                     Grid Az
 EQ1026:SPC NM C     -  BELEN MUNICIPAL TANK                     049 11 36.9
 EQ1026:UTM  13      -  BELEN MUNICIPAL TANK                     049 54 02.7
 EQ1026
 EQ1026|---------------------------------------------------------------------|
 EQ1026| PID    Reference Object                     Distance      Geod. Az  |
 EQ1026|                                                           dddmmss.s |
 EQ1026| EQ0960 BELEN MUNICIPAL TANK                APPROX.37.9 KM 0484316.8 |
 EQ1026| CD2830 DS 26 4822                                         0930501.2 |
 EQ1026| EQ0739 HILL BETWEEN BELEN BASE STAS        APPROX.36.8 KM 0941224.5 |
 EQ1026| CD3087 LADRONES RM 2                        12.198 METERS 18927     |
 EQ1026| EQ1025 LADRONES                             50.189 METERS 20451     |
 EQ1026| EQ1040 SANDERS PEAK                        APPROX.22.0 KM 2314609.5 |
 EQ1026| EQ1044 GALLINAS MTS PEAK                   APPROX.42.8 KM 2483257.9 |
 EQ1026| EQ1042 LA CRUZ PEAK                        APPROX.31.1 KM 2612734.6 |
 EQ1026| EQ1038 LA JARA PEAK                        APPROX.23.2 KM 2621512.4 |
 EQ1026| CD3085 LADRONES AZ MK                                     2834532.5 |
 EQ1026| EQ1059 PEAK SOUTH OF RED LAKE              APPROX.55.1 KM 2951523.5 |
 EQ1026| CD3086 LADRONES RM 1                        23.447 METERS 30627     |
 EQ1026|---------------------------------------------------------------------|
 EQ1026
 EQ1026                          SUPERSEDED SURVEY CONTROL
 EQ1026
 EQ1026  NAD 83(1986)-  34 26 05.33369(N)    107 05 06.35430(W) AD(       ) 1
 EQ1026  NAD 27      -  34 26 05.10600(N)    107 05 04.23800(W) AD(       ) 1
 EQ1026  NGVD 29 (07/19/86) 2799.0    (m)         9183.     (f) VERT ANG       
 EQ1026
 EQ1026.Superseded values are not recommended for survey control.
 EQ1026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ1026.See file dsdata.txt to determine how the superseded data were derived.
 EQ1026
 EQ1026_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU0841712341(NAD 83)
 EQ1026_MARKER: DS = TRIANGULATION STATION DISK
 EQ1026_SETTING: 80 = SET IN A BOULDER
 EQ1026_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 EQ1026
 EQ1026  HISTORY     - Date     Condition        Report By
 EQ1026  HISTORY     - 1919     MONUMENTED       CGS
 EQ1026  HISTORY     - 1934     GOOD             CGS
 EQ1026  HISTORY     - 1945     GOOD             CGS
 EQ1026  HISTORY     - 1952     GOOD             CGS
 EQ1026  HISTORY     - 1958     GOOD             CGS
 EQ1026
 EQ1026                          STATION DESCRIPTION
 EQ1026
 EQ1026'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EQ1026'STATION IS ABOUT 24 MILES (AIR LINE) SW OF BELEN, ON THE W
 EQ1026'AND HIGHEST PEAK OF THE SIERRA DEL LANDRONES, IN SEC. 31 OR
 EQ1026'32, T. 3 N., R. 2 W., AND AT THE NE EXTREMITY OF THE PEAK.
 EQ1026'THE STATION MARK IS STAMPED 1919, BUT IT WAS NOT OCCUPIED
 EQ1026'UNTIL 1920.
 EQ1026'
 EQ1026'STATION MARK AND REFERENCE MARK 2 ARE BRONZE DISKS SET IN
 EQ1026'BOULDERS.  REFERENCE MARK 1 IS A U.S. GEOLOGICAL SURVEY
 EQ1026'TRIANGULATION-STATION MARK.
 EQ1026'
 EQ1026'REFERENCE MARK 1 IS 50.193 METERS (164.67 FEET) FROM THE
 EQ1026'STATION S 24 DEG 51 MIN W.
 EQ1026'
 EQ1026'REFERENCE MARK 2 IS 23.710 METERS (77.79 FEET) FROM THE
 EQ1026'STATION N 53 DEG 36 MIN W.
 EQ1026'
 EQ1026'IN 1934 THE STATION WAS RECOVERED AND THE REFERENCE MARKS
 EQ1026'WERE REPORTED TO BE AS FOLLOWS--REFERENCE MARK 1 IS 23.637
 EQ1026'METERS (77.55 FEET) FROM THE STATION N 53 DEG 33 MIN W.
 EQ1026'REFERENCE MARK 2 IS 12.321 METERS (40.42 FEET) FROM
 EQ1026'THE STATION S 09 DEG 27 MIN W.
 EQ1026
 EQ1026                          STATION RECOVERY (1945)
 EQ1026
 EQ1026'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (RAM)
 EQ1026'RECOVERED AS DESCRIBED.  ALL MARKS WERE FOUND TO BE IN GOOD
 EQ1026'CONDITION.  AN AZIMUTH MARK HAS BEEN ESTABLISHED.
 EQ1026'
 EQ1026'STATION IS LOCATED ON LADRONES PEAK, A WELL KNOWN AND MARKED
 EQ1026'PEAK, THE HIGHEST IN THE SIERRA DEL LADRONES.  IT IS ABOUT
 EQ1026'24 MILES SW OF BELEN AND ABOUT 24 MILES NW OF SOCORRO.
 EQ1026'
 EQ1026'TO REACH THE STATION FROM SOCORRO, GO N ON U.S. HIGHWAY 60
 EQ1026'AND 85 FOR 24.7 MILES TO A CATTLE GUARD, THIS CATTLE GUARD
 EQ1026'IS 1/2 MILE S OF A LARGE STEEL BRIDGE ON THE HIGHWAY.  AT
 EQ1026'THIS CATTLE GUARD A BLADED ROAD LEADS LEFT, TURN LEFT AND
 EQ1026'CONTINUE ON THE BLADED ROAD FOR 0.9 MILE TO A GATE, CONTINUE
 EQ1026'FOR 1.1 MILES TO ROAD LEADING TO THE RIGHT, KEEP STRAIGHT
 EQ1026'AHEAD AND CONTINUE FOR 0.6 MILE TO A GATE, CONTINUE AHEAD
 EQ1026'FOR 0.1 MILE TO A FORK, TAKE THE RIGHT FORK, THE MAIN ROAD,
 EQ1026'AND CONTINUE FOR 2.4 MILES TO A ROAD LEADING TO THE RIGHT,
 EQ1026'KEEP STRAIGHT AHEAD AND CONTINUE FOR 1.9 MILES TO A CATTLE
 EQ1026'GUARD, PASS THROUGH THE GUARD AND CONTINUE ON THE MAIN ROAD
 EQ1026'FOR 9.2 MILES TO A CATTLE GUARD, CONTINUE AHEAD ON THE
 EQ1026'MAIN ROAD FOR 2.2 MILES TO A GATE.  PASS THROUGH THE GATE
 EQ1026'AND CONTINUE FOR 1.6 MILES TO A FORKS.  TAKE THE LEFT
 EQ1026'FORK AND CONTINUE FOR 2.0 MILES TO THE AZIMUTH MARK ON
 EQ1026'THE LEFT.  CONTINUE FOR 0.1 MILE TO A TRACK ROAD
 EQ1026'LEADING TO THE LEFT, TURN LEFT AND FOLLOW THE TRACK ROAD
 EQ1026'FOR 2.3 MILES TO THE SLASH 4 RANCH YARD AND THE END OF TRUCK
 EQ1026'TRAVEL.  FROM HERE THE PEAK CAN BE SEEN TO THE E.  FROM THE
 EQ1026'RANCH YARD PACK E ALONG THE PIPE LINE TO THE SPRING, A
 EQ1026'DISTANCE OF ABOUT 1-1/2 MILES.  FROM THE SPRING BEAR LEFT
 EQ1026'ACROSS THE FIRST RIDGE TO A SMALL CANYON, KEEP ON THE
 EQ1026'RIGHT SIDE OF THIS CANYON AND BEAR RIGHT ALONG THE RIDGE TO
 EQ1026'WHERE IT COMES INTO THE CLIFFS BELOW THE PEAK, BEAR LEFT
 EQ1026'BELOW THE CLIFFS TO A LARGE ROCK SLIDE LEADING TO THE TOP, AT
 EQ1026'THE SLIDE BEAR RIGHT UP THROUGH IT TO THE TOP AND THENCE TO
 EQ1026'THE RIGHT TO THE HIGHEST POINT ON THE N END OF THE PEAK AND
 EQ1026'THE STATION.
 EQ1026'
 EQ1026'STATION MARK IS A BRONZE STATION DISK SET IN BEDROCK AND IS
 EQ1026'STAMPED LADRONES 1934 1919.  IT IS ON THE HIGHEST POINT ON
 EQ1026'THE N END OF THE PEAK AND THE U.S.G.S. MARK IS ON THE HIGHEST
 EQ1026'POINT ON THE S END, THE POINTS BEING ABOUT LEVEL.
 EQ1026'
 EQ1026'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN BEDROCK,
 EQ1026'FLUSH, AND STAMPED LADRONES 1 1934 1919.  IT IS NW OF THE
 EQ1026'STATION, ABOUT 12 FEET LOWER, AND ON THE POINT OF THE SMALL
 EQ1026'PROMINENT PEAK TO THE NW.
 EQ1026'
 EQ1026'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A FLAT
 EQ1026'BOULDER, FLUSH, AND STAMPED LADRONES 1920 NO 2 1934.  IT IS
 EQ1026'SSW OF THE STATION, ABOUT 1-1/2 FEET LOWER, AND ON THE E SIDE
 EQ1026'OF THE SLIGHT SADDLE TO THE S OF THE STATION.
 EQ1026'
 EQ1026'A U.S.G.S. MARK, UNSTAMPED, IS SET ON THE HIGHEST POINT ON
 EQ1026'THE S END OF THE PEAK AND IS SSW OF THE STATION.
 EQ1026'
 EQ1026'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN AN 8-INCH SQUARE
 EQ1026'CONCRETE POST PROJECTING ABOUT 3 INCHES AND IS STAMPED LADRONES
 EQ1026'1945.  IT IS ABOUT 3 MILES NNW OF THE STATION, 18 FEET E OF
 EQ1026'THE CENTER OF THE ROAD, AND 4 FEET SSE OF A WHITE WITNESS
 EQ1026'POST.  IT IS REACHED ON THE ROUTE TO THE STATION.
 EQ1026'
 EQ1026'CHECKS WERE NOT OBTAINED ON THE MEASUREMENTS TO THE REFERENCE
 EQ1026'MARKS BUT THE ABOVE MEASUREMENTS WERE CHECKED FOR CORRECTNESS.
 EQ1026
 EQ1026                          STATION RECOVERY (1952)
 EQ1026
 EQ1026'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (RLE)
 EQ1026'THE STATION, REFERENCE MARK NUMBER 1 AND REFERENCE MARK NUMBER
 EQ1026'2 WERE RECOVERED AND ARE IN GOOD CONDITION.  FOLLOWING IS A
 EQ1026'NEW AND COMPLETE DESCRIPTION.
 EQ1026'
 EQ1026'THE STATION IS LOCATED ABOUT 24 MILES AIR LINE SOUTHWEST OF
 EQ1026'BELEN, AT THE NORTH END OF THE WESTERN AND HIGHEST PEAK OF THE
 EQ1026'SIERRA DEL LADRONES MOUNTAINS.  THE STATION AND REFERENCE
 EQ1026'MARK NUMBER 2 WERE STAMPED 1919 BUT THE STATION WAS NOT OCCUPIED
 EQ1026'UNTIL 1920.  THE STATION IS STAMPED LADRONES 1919 1934.
 EQ1026'
 EQ1026'REFERENCE MARK NO. 1 IS ON A ROCKY KNOLL TO THE WEST OF THE
 EQ1026'STATION AND IS ABOUT 8 FEET LOWER THAN THE STATION.  IT IS
 EQ1026'STAMPED LADRONES 1 1919 1934.
 EQ1026'
 EQ1026'REFERENCE MARK NO. 2 IS ON THE SOUTH SLOPE OF THE PEAK AND
 EQ1026'IS ABOUT 6 FEET LOWER THAN THE STATION.  IT IS STAMPED LADRONES
 EQ1026'NO 2 1920 1934.
 EQ1026'
 EQ1026'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK
 EQ1026'NO. 2 IS 101.4 FEET.
 EQ1026'
 EQ1026'A TRAVERSE MEASUREMENT WAS MADE TO A U.S. GEOLOGICAL SURVEY
 EQ1026'TRIANGULATION STATION.  IT IS A STANDARD U.S. GEOLOGICAL
 EQ1026'SURVEY TRIANGULATION STATION MARK DISK CONCRETED IN A DRILL
 EQ1026'HOLE IN OUTCROPPING BEDROCK.
 EQ1026'
 EQ1026'THE AZIMUTH MARK IS LOCATED 65 FEET WEST OF THE CENTER OF A
 EQ1026'TRACK ROAD AND 4 FEET EAST OF A WITNESS POST.  A U.S. GEOLOGICAL
 EQ1026'SURVEY BENCH MARK WAS USED FOR THE AZIMUTH MARK.  IT IS A
 EQ1026'STANDARD U.S. GEOLOGICAL SURVEY MARK DISK SET IN THE TOP
 EQ1026'OF A 6 INCH SQUARE CONCRETE POST.  IT IS STAMPED DS 26 4822
 EQ1026'1949 AND PROJECTS 2 INCHES.
 EQ1026'
 EQ1026'TO REACH THE STATION FROM BARNARDO STORE AT THE JUNCTION OF
 EQ1026'U.S. HIGHWAYS 85 AND 60 (ABOUT 27 MILES NORTH OF SOCORRO),
 EQ1026'GO SOUTH ON U.S. HIGHWAYS 85 AND 60 FOR 1.8 MILES TO THE
 EQ1026'FIRST T ROAD RIGHT AFTER CROSSING A LARGE BRIDGE.  TURN RIGHT
 EQ1026'AND GO WEST AND NORTHWEST FOR 2.2 MILES TO A FORK AND THE
 EQ1026'AZIMUTH MARK AS DESCRIBED, TAKE THE LEFT FORK AND CONTINUE
 EQ1026'NORTHWEST FOR 0.6 MILE TO A GATE.  PASS THROUGH THE GATE AND
 EQ1026'GO 0.2 MILE TO A FORK, TAKE THE RIGHT FORK AND CONTINUE
 EQ1026'NORTHWEST FOR 1.4 MILES TO A GATE, PASS THROUGH THE GATE AND
 EQ1026'CONTINUE NORTHWESTERLY FOR 3.0 MILES TO A FORK JUST EAST
 EQ1026'OF A CATTLE GUARD.  TAKE THE LEFT FORK AND GO
 EQ1026'SOUTHWESTERLY ON A WINDING TRACK ROAD FOR 2.05 MILES TO A
 EQ1026'GATE, PASS THROUGH THE GATE AND CONTINUE ON THE WINDING
 EQ1026'TRACK ROAD FOR 3.4 MILES TO CHARLIE GETERS HOUSE, PASS THROUGH
 EQ1026'A WOODEN GATE JUST NORTH OF THE HOUSE, GO THROUGH THE CORRAL
 EQ1026'THEN FOLLOW A DIM TRACK ROAD WEST AND SOUTHWEST FOR 0.9
 EQ1026'MILE TO THE END OF TRUCK TRAVEL.  PACK SOUTHWEST AROUND
 EQ1026'A LIGHT COLORED MOUNTAIN TO A CREEK BED AND A FENCE
 EQ1026'LINE, KEEP TO THE NORTH OF THE FENCE LINE AND FOLLOW MAIN
 EQ1026'CANYON WESTERLY FOR ABOUT 1 HOUR TO THE POINT WHERE THE
 EQ1026'MAIN CANYON BEARS LEFT.  BEAR LEFT AND FOLLOW THE MAIN CANYON
 EQ1026'WESTERLY TO AN ARROW ON A LARGE PINE TREE, BEAR LEFT AND
 EQ1026'GO SOUTHERLY FOR ABOUT 0.2 MILE.  BEAR RIGHT AND GO WESTERLY
 EQ1026'(FOLLOWING BLAZED TREES) TO THE TOP OF THE MOUNTAIN AND THE
 EQ1026'STATION AS DESCRIBED.  IT IS ABOUT A 6 HOUR PACK WITH OBSERVING
 EQ1026'PARTY EQUIPMENT.
 EQ1026
 EQ1026                          STATION RECOVERY (1958)
 EQ1026
 EQ1026'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (RLE)
 EQ1026'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO.
 EQ1026'2 AND AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.
 EQ1026'A NEW DESCRIPTION FOLLOWS.
 EQ1026'
 EQ1026'THE STATION IS LOCATED ABOUT 24 MILES SOUTHWEST OF BELEN,
 EQ1026'16 MILES WEST OF BERNARDO AND ON A WELL KNOWN MARKED PEAK THE
 EQ1026'HIGHEST IN THE SIERRA DEL LADRONES.  IT IS STANDARD STATION
 EQ1026'DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK AND IS
 EQ1026'SET ON THE HIGHEST POINT ON NORTHERN END OF PEAK.  THE MARK
 EQ1026'PROJECTS 6 INCHES ABOVE THE SURFACE OF THE GROUND AND IS STAMPED
 EQ1026'LADRONES 1934 1919.
 EQ1026'
 EQ1026'REFERENCE MARK NO. 1 IS ON A SMALL PROMINENT PEAK TO THE NORTHWEST
 EQ1026'OF THE STATION AND IS A STANDARD REFERENCE MARK DISK CEMENTED
 EQ1026'IN A DRILL HOLE IN OUTCROPPING BEDROCK.  THE MARK IS SET FLUSH
 EQ1026'WITH THE SURFACE OF THE GROUND AND IS STAMPED LADRONES 1 1934
 EQ1026'1919.
 EQ1026'
 EQ1026'REFERENCE MARK NO. 2 IS ABOUT 2 FEET LOWER THAN THE STATION
 EQ1026'AND IS A STANDARD REFERENCE MARK DISK CEMENTED IN A DRILL
 EQ1026'HOLE IN OUTCROPPING BEDROCK WHICH IS SET ON THE EAST SIDE
 EQ1026'OF A SLIGHT SADDLE TO THE SOUTH OF THE STATION.  THE MARK
 EQ1026'IS FLUSH WITH THE SURFACE OF THE GROUND AND IS STAMPED LADRONES
 EQ1026'1920 NO 2 1934.
 EQ1026'
 EQ1026'A U.S.G.S. MARK UNSTAMPED, IS SET ON THE HIGHEST POINT ON
 EQ1026'THE SOUTH END OF THE PEAK AND IS SOUTH-SOUTHWEST OF THE STATION.
 EQ1026'
 EQ1026'THE AZIMUTH MARK IS 18 FEET EAST OF THE CENTER OF A TRACK ROAD
 EQ1026'AND 4 FEET EAST OF A WITNESS POST.  THE MARK PROJECTS 2 INCHES
 EQ1026'ABOVE THE SURFACE OF THE GROUND AND IS STAMPED LADRONES 1945.
 EQ1026'
 EQ1026'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 80 AND U.S. HIGHWAY 60
 EQ1026'JUST WEST OF BERNARDO, GO SOUTHWEST ON U.S. HIGHWAY 80 AND 60
 EQ1026'FOR 1.2 MILES TO A BRIDGE, CONTINUE FOR 0.6 MILE TO A SIDE ROAD
 EQ1026'RIGHT, TURN RIGHT ON BLADED ROAD AND GO 1.0 MILE TO A CATTLE
 EQ1026'GUARD, CONTINUE ON BLADED ROAD FOR 1.0 MILE TO A FORK, KEEP
 EQ1026'RIGHT FORK FOR 0.8 MILE TO A FORK AND WIRE GATE, TAKE LEFT
 EQ1026'FORK PASSING THROUGH GATE AND GO 0.2 MILE TO A FORK, KEEP
 EQ1026'RIGHT FORK FOR 1.4 MILES TO A WIRE GATE, PASS THROUGH GATE
 EQ1026'AND GO 2.0 MILES TO A WIRE GATE, PASS THROUGH GATE AND GO 0.9
 EQ1026'MILE TO A FORK AND CATTLE GUARD AND GO 0.1 MILE TO A FORK,
 EQ1026'KEEP RIGHT FORK FOR 3.0 MILES TO A FORK, KEEP RIGHT FORK
 EQ1026'FORK FOR 0.1 MILE TO A FORK AND A ABANDONED RANCH ON THE
 EQ1026'LEFT, KEEP RIGHT FORK FOR 6.6 MILES TO A CATTLE GUARD,
 EQ1026'CONTINUE ACROSS CATTLE GUARD AND GO WESTERLY FOR 2.3
 EQ1026'MILES TO A WIRE GATE, CONTINUE ON SOUTHWEST ON THE MAIN
 EQ1026'TRAVELED ROAD FOR 1.7 MILES TO A FORK, KEEP LEFT FORK
 EQ1026'SOUTH FOR 2.1 MILES TO THE AZIMUTH MARK ON THE LEFT, EAST
 EQ1026'SIDE OF ROAD, CONTINUE ON SOUTH (PASSING TWO EARTH
 EQ1026'DAMS) FOR 1.35 MILES TO A GATE, CONTINUE ON SOUTHEAST
 EQ1026'THROUGH GATE FOR 0.3 MILE TO A FORK, KEEP LEFT FORK FOR
 EQ1026'1.0 MILE TO A SMALL RANCH, CORRALS AND END OF TRUCK
 EQ1026'TRAVEL.  FROM HERE PACK NORTH AND EAST ALONG THE EAST
 EQ1026'SIDE OF FENCE TO AN OLD RANCH HOUSE, CONTINUE ON EAST
 EQ1026'FOLLOWING PIPE LINE TO A FORK IN THE WASH WHICH THE PIPE
 EQ1026'LINE FOLLOWS, AT THE FORKS BEAR LEFT UP TO THE TOP OF A RIDGE,
 EQ1026'CONTINUE ON EAST TOWARDS A ROCK SLIDE TO THE LEFT OF THE PEAK,
 EQ1026'HEAD EAST TOWARDS THIS ROCK SLIDE, CONTINUE ON UP ROCK SLIDE
 EQ1026'TO ITS TOP, THEN BEAR RIGHT ON A RIDGE THAT GOES TO THE
 EQ1026'HIGHEST POINT AND STATION ON THE NORTH PEAK.  (5 HOUR PACK)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ1027 ***********************************************************************
 EQ1027  DESIGNATION -  LADRONES PEAK CAIRN
 EQ1027  PID         -  EQ1027
 EQ1027  STATE/COUNTY-  NM/SOCORRO
 EQ1027  USGS QUAD   -  LADRON PEAK (1985)
 EQ1027
 EQ1027                         *CURRENT SURVEY CONTROL
 EQ1027  ___________________________________________________________________
 EQ1027* NAD 83(1992)-  34 26 05.32855(N)    107 05 06.34204(W)     ADJUSTED  
 EQ1027* NAVD 88     -                                                        
 EQ1027  ___________________________________________________________________
 EQ1027  LAPLACE CORR-          -2.30  (seconds)                    DEFLEC99
 EQ1027  GEOID HEIGHT-         -21.45  (meters)                     GEOID03
 EQ1027
 EQ1027  HORZ ORDER  -  THIRD
 EQ1027
 EQ1027.The horizontal coordinates were established by classical geodetic methods
 EQ1027.and adjusted by the National Geodetic Survey in December 1993..
 EQ1027
 EQ1027
 EQ1027.The Laplace correction was computed from DEFLEC99 derived deflections.
 EQ1027
 EQ1027.The geoid height was determined by GEOID03.
 EQ1027
 EQ1027;                    North         East     Units Scale Factor Converg.
 EQ1027;SPC NM C     -   381,197.571   423,251.930   MT  0.99997258   -0 28 20.1
 EQ1027;SPC NM C     - 1,250,645.70  1,388,619.04   sFT  0.99997258   -0 28 20.1
 EQ1027;UTM  13      - 3,812,340.696   308,417.270   MT  1.00005244   -1 10 45.9
 EQ1027
 EQ1027                          SUPERSEDED SURVEY CONTROL
 EQ1027
 EQ1027  NAD 83(1986)-  34 26 05.33484(N)    107 05 06.34142(W) AD(       ) 4
 EQ1027  NAD 27      -  34 26 05.11100(N)    107 05 04.21700(W) AD(       ) 3
 EQ1027
 EQ1027.Superseded values are not recommended for survey control.
 EQ1027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ1027.See file dsdata.txt to determine how the superseded data were derived.
 EQ1027
 EQ1027_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU0841712341(NAD 83)
 EQ1027_MARKER: 72 = CAIRN
 EQ1027
 EQ1027  HISTORY     - Date     Condition        Report By
 EQ1027  HISTORY     - 1954     FIRST OBSERVED   CGS
 EQ1027
 EQ1027                          STATION DESCRIPTION
 EQ1027
 EQ1027'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (WRH)
 EQ1027'THE CAIRN IS LOCATED ABOUT 15 MILES AIRLINE WEST OF BERNARDO,
 EQ1027'24 MILES SOUTHWEST OF BELEN, ON THE HIGHEST PART OF WHAT IS
 EQ1027'KNOWN AS LADRONES PEAK.
 EQ1027'
 EQ1027'THE CAIRN IS A LARGE ROCK CAIRN ON THE HIGHEST PART OF THE
 EQ1027'PEAK.  THE CENTER OF THE TOP OF CAIRN WAS INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ1055 ***********************************************************************
 EQ1055  DESIGNATION -  LAGUNA
 EQ1055  PID         -  EQ1055
 EQ1055  STATE/COUNTY-  NM/CIBOLA
 EQ1055  USGS QUAD   -  EAST MESA (1974)
 EQ1055
 EQ1055                         *CURRENT SURVEY CONTROL
 EQ1055  ___________________________________________________________________
 EQ1055* NAD 83(1992)-  34 49 00.85926(N)    107 32 28.29116(W)     ADJUSTED  
 EQ1055* NAVD 88     -      2172.19   (+/-2cm)    7126.6    (feet)  VERTCON   
 EQ1055  ___________________________________________________________________
 EQ1055  LAPLACE CORR-          -3.69  (seconds)                    DEFLEC99
 EQ1055  GEOID HEIGHT-         -20.88  (meters)                     GEOID03
 EQ1055
 EQ1055  HORZ ORDER  -  SECOND
 EQ1055  VERT ORDER  -  THIRD ? (See Below)
 EQ1055
 EQ1055.The horizontal coordinates were established by classical geodetic methods
 EQ1055.and adjusted by the National Geodetic Survey in December 1993..
 EQ1055
 EQ1055.The NAVD 88 height was computed by applying the VERTCON shift value to
 EQ1055.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EQ1055.The vertical order pertains to the NGVD 29 superseded value.
 EQ1055
 EQ1055.The Laplace correction was computed from DEFLEC99 derived deflections.
 EQ1055
 EQ1055.The geoid height was determined by GEOID03.
 EQ1055
 EQ1055;                    North         East     Units Scale Factor Converg.
 EQ1055;SPC NM W     -   423,309.887   856,726.131   MT  0.99992547   +0 10 00.5
 EQ1055;SPC NM W     - 1,388,809.19  2,810,775.65   sFT  0.99992547   +0 10 00.5
 EQ1055;UTM  13      - 3,855,682.942   267,569.943   MT  1.00026590   -1 27 05.6
 EQ1055
 EQ1055!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EQ1055!SPC NM W     -   0.99966242  x   0.99992547  =   0.99958792
 EQ1055!UTM  13      -   0.99966242  x   1.00026590  =   0.99992823
 EQ1055
 EQ1055|---------------------------------------------------------------------|
 EQ1055| PID    Reference Object                     Distance      Geod. Az  |
 EQ1055|                                                           dddmmss.s |
 EQ1055| CD3091 LAGUNA RM 1                          10.064 METERS 01230     |
 EQ1055| CD3092 LAGUNA RM 2                          10.974 METERS 25235     |
 EQ1055| CD3090 LAGUNA AZ MK                                       2923821.0 |
 EQ1055|---------------------------------------------------------------------|
 EQ1055
 EQ1055                          SUPERSEDED SURVEY CONTROL
 EQ1055
 EQ1055  NAD 83(1986)-  34 49 00.86073(N)    107 32 28.29246(W) AD(       ) 2
 EQ1055  NAD 27      -  34 49 00.68710(N)    107 32 26.12520(W) AD(       ) 2
 EQ1055  NGVD 29 (04/24/90) 2171.21   (m)         7123.4    (f) LEVELING    3  
 EQ1055
 EQ1055.Superseded values are not recommended for survey control.
 EQ1055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ1055.See file dsdata.txt to determine how the superseded data were derived.
 EQ1055
 EQ1055_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBU6757055683(NAD 83)
 EQ1055_MARKER: DS = TRIANGULATION STATION DISK
 EQ1055_SETTING: 66 = SET IN ROCK OUTCROP
 EQ1055_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EQ1055
 EQ1055  HISTORY     - Date     Condition        Report By
 EQ1055  HISTORY     - 1958     MONUMENTED       CGS
 EQ1055  HISTORY     - 1959     GOOD             USGS
 EQ1055
 EQ1055                          STATION DESCRIPTION
 EQ1055
 EQ1055'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RLE)
 EQ1055'THE STATION IS LOCATED ABOUT 25 MILES WEST-SOUTHWEST OF CORREO
 EQ1055'AND 6 MILES SOUTH-SOUTHEAST OF THE ACOMA PUEBLO ON A HIGH PLATEAU
 EQ1055'OVER LOOKING A VALLEY TO THE NORTH AND EAST.  IT IS 29 FEET
 EQ1055'SOUTHWEST OF THE EDGE OF THE PLATEAU.  THE MARK IS SET IN
 EQ1055'OUTCROPPING BEDROCK AND IS STAMPED LAGUNA 1958.
 EQ1055'
 EQ1055'REFERENCE MARK NO. 1 IS SET IN OUTCROPPING BEDROCK WHICH
 EQ1055'PROJECTS 1 FOOT.  IT IS 3 FEET SOUTHWEST OF THE EDGE OF
 EQ1055'THE PLATEAU.  THE MARK IS STAMPED LAGUNA NO 1 1958.
 EQ1055'
 EQ1055'REFERENCE MARK NO. 2 IS SET IN OUTCROPPING BEDROCK, 65 FEET
 EQ1055'SOUTHWEST OF THE EDGE OF THE PLATEAU AND 2 FEET EAST OF A
 EQ1055'SMALL CAIRN.  THE MARK IS STAMPED LAGUNA NO 2 1958.
 EQ1055'
 EQ1055'THE AZIMUTH MARK IS ON THE SOUTH SLOPE OF THE HIGHEST RISE
 EQ1055'IN THE IMMEDIATE VICINITY.  IT IS SET IN A BOULDER ON THE RIM
 EQ1055'OF THE WEST EDGE OF A CANYON.  IT IS 3 FEET EAST OF A CAIRN.
 EQ1055'THE MARK IS STAMPED LAGUNA 1958.
 EQ1055'
 EQ1055'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 66
 EQ1055'AND STATE HIGHWAY 23 IN PARAJE, GO SOUTHERLY ON STATE HIGHWAY
 EQ1055'23 FOR 13 MILES TO A CROSSROADS AND THE ACOMA PUEBLO ON THE
 EQ1055'LEFT, CONTINUE STRAIGHT AHEAD FOR 2.6 MILES TO A FORK, FOLLOW
 EQ1055'THE LEFT ROAD UP ON TO A HIGH PLATEAU FOR 8.45 MILES TO TWO
 EQ1055'ROCK HOUSES ON THE LEFT, CONTINUE STRAIGHT AHEAD ON THE
 EQ1055'GRADED ROAD FOR 0.2 MILES TO A TRACK ROAD LEFT.  TURN LEFT
 EQ1055'ON THE TRACK ROAD AND GO 1.1 MILES TO A TRACK ROAD LEFT,
 EQ1055'CONTINUE STRAIGHT AHEAD ON THE MAIN TRACK ROAD FOR 2.65 MILES
 EQ1055'TO A DIM FORK TO THE RIGHT, BEAR LEFT AND CONTINUE ON THE
 EQ1055'MAIN TRACK ROAD FOR 0.5 MILES TO A GATE AND SIGN, BOUNDARY
 EQ1055'ACOMA RESERVATION NO TRESSPASSING, GO THROUGH THE GATE AND
 EQ1055'CONTINUE ON THE TRACK ROAD FOR 1.2 MILES TO A REVERSE Y
 EQ1055'AT A ROCKY WASH, CONTINUE ACROSS THE WASH FOR 0.15 MILES
 EQ1055'TO A 3 ROAD FORKS, FOLLOW THE LEFT ROAD FOR 0.4 MILES TO
 EQ1055'A TRACK ROAD RIGHT, CONTINUE STRAIGHT AHEAD ON THE MAIN
 EQ1055'TRACK ROAD FOR 1.1 MILES TO A WIRE GATE.  GO THROUGH THE GATE AND
 EQ1055'CONTINUE ON THE TRACK ROAD FOR 1.3 MILES TO A FORK, BEAR RIGHT AND
 EQ1055'CONTINUE ON THE ROAD FOR 1.0 MILE.  AT THIS POINT TURN TO THE
 EQ1055'RIGHT, OFF THE TRACK ROAD, AND GO EASTERLY ACROSS THE
 EQ1055'PASTURE FOR 0.8 MILES TO THE STATION AS DESCRIBED.
 EQ1055'
 EQ1055'TO REACH THE AZIMUTH MARK FROM THE POINT WHERE YOU LEAVE THE
 EQ1055'TRACK ROAD TO GO ACROSS THE PASTURE, GO TOWARD THE STATION
 EQ1055'FOR 0.2 MILES, THEN TURN LEFT AND GO NORTHERLY FOR JUST OVER
 EQ1055'0.2 MILES TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 EQ1055
 EQ1055                          STATION RECOVERY (1959)
 EQ1055
 EQ1055'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 EQ1055'RECOVERED BY USGS IN 1959.  STATION FOUND AS DESCRIBED, STATION SITE
 EQ1055'AND MARKS IN GOOD CONDITION.
 EQ1055'
 EQ1055'STATION MARK--USC AND GS STANDARD DISK STAMPED---LAGUNA 1958---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1367 ***********************************************************************
 FO1367  DESIGNATION -  LAGUNA
 FO1367  PID         -  FO1367
 FO1367  STATE/COUNTY-  NM/BERNALILLO
 FO1367  USGS QUAD   -  LOS GRIEGOS (1990)
 FO1367
 FO1367                         *CURRENT SURVEY CONTROL
 FO1367  ___________________________________________________________________
 FO1367* NAD 83(1992)-  35 10 33.28545(N)    106 38 23.69702(W)     ADJUSTED  
 FO1367* NAVD 88     -      1521.4    (meters)    4991.     (feet)  VERTCON   
 FO1367  ___________________________________________________________________
 FO1367  LAPLACE CORR-           5.26  (seconds)                    DEFLEC99
 FO1367  GEOID HEIGHT-         -21.22  (meters)                     GEOID03
 FO1367
 FO1367  HORZ ORDER  -  FIRST
 FO1367
 FO1367.The horizontal coordinates were established by classical geodetic methods
 FO1367.and adjusted by the National Geodetic Survey in December 1993..
 FO1367
 FO1367.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1367.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1367
 FO1367.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1367
 FO1367.The geoid height was determined by GEOID03.
 FO1367
 FO1367;                    North         East     Units Scale Factor Converg.
 FO1367;SPC NM C     -   463,158.014   464,485.101   MT  0.99991554   -0 13 28.7
 FO1367;SPC NM C     - 1,519,544.25  1,523,898.20   sFT  0.99991554   -0 13 28.7
 FO1367;UTM  13      - 3,893,782.730   350,669.019   MT  0.99987483   -0 56 41.7
 FO1367
 FO1367!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1367!SPC NM C     -   0.99976458  x   0.99991554  =   0.99968014
 FO1367!UTM  13      -   0.99976458  x   0.99987483  =   0.99963944
 FO1367
 FO1367:                Primary Azimuth Mark                     Grid Az
 FO1367:SPC NM C     -  ALAMEDA RAD KOB TALLER MAST              041 43 36.1
 FO1367:UTM  13      -  ALAMEDA RAD KOB TALLER MAST              042 26 49.1
 FO1367
 FO1367|---------------------------------------------------------------------|
 FO1367| PID    Reference Object                     Distance      Geod. Az  |
 FO1367|                                                           dddmmss.s |
 FO1367| FO1122 ALAMEDA RAD KOB TALLER MAST         APPROX. 3.9 KM 0413007.4 |
 FO1367| FO1112 ALAMEDA NATIVITY CH N SPIRE         APPROX. 2.5 KM 0560354.5 |
 FO1367| FO1160 ALAMEDA NAZARETH HOS CUP CROSS      APPROX. 3.8 KM 0662821.1 |
 FO1367| CD4477 LAGUNA RM 1                          23.741 METERS 11910     |
 FO1367| FO1172 ALBUQUERQUE VOL ANDIA TANK          APPROX. 6.0 KM 1391711.0 |
 FO1367| CD4478 LAGUNA RM 2                          23.765 METERS 35920     |
 FO1367|---------------------------------------------------------------------|
 FO1367
 FO1367                          SUPERSEDED SURVEY CONTROL
 FO1367
 FO1367  NAD 83(1986)-  35 10 33.29108(N)    106 38 23.69865(W) AD(       ) 1
 FO1367  NAD 27      -  35 10 33.13349(N)    106 38 21.60467(W) AD(       ) 1
 FO1367  NGVD 29 (07/19/86) 1520.6    (m)         4989.     (f) VERT ANG       
 FO1367
 FO1367.Superseded values are not recommended for survey control.
 FO1367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1367.See file dsdata.txt to determine how the superseded data were derived.
 FO1367
 FO1367_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU5066993783(NAD 83)
 FO1367_MARKER: DS = TRIANGULATION STATION DISK
 FO1367_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FO1367_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 FO1367
 FO1367  HISTORY     - Date     Condition        Report By
 FO1367  HISTORY     - 1969     MONUMENTED       CGS
 FO1367
 FO1367                          STATION DESCRIPTION
 FO1367
 FO1367'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JLC)
 FO1367'NO SUITABLE LOCATION WAS FOUND FOR AN AZIMUTH MARK.
 FO1367'
 FO1367'THE STATION IS LOCATED IN THE SOUTHWEST CORNER OF THE GROUNDS
 FO1367'OF THE LAGUNA ELEMENTARY AND TAYLOR JUNIOR HIGH SCHOOLS, ABOUT
 FO1367'3 MILES SOUTH OF THE SANDOVAL-BERNALILLO COUNTY LINE, 1-1/2
 FO1367'MILES SOUTHWEST OF ALAMEDA, 0.7 MILE EAST OF THE RIO GRANDE
 FO1367'RIVER AND ON PROPERTY OF THE ALBUQUERQUE PUBLIC SCHOOLS.
 FO1367'
 FO1367'TO REACH THE STATION FROM THE POST OFFICE IN ALAMEDA, GO SOUTH
 FO1367'ON U.S. HIGHWAY 85 FOR 1.2 MILES TO A CROSSROAD AND A SHOPPING
 FO1367'CENTER IN THE NORTHWEST ANGLE OF THE INTERSECTION.  TURN RIGHT
 FO1367'AND GO WEST ON RANCHITOS ROAD FOR 0.3 MILE TO A SIDE ROAD
 FO1367'RIGHT.  TURN RIGHT AND GO NORTH ON GUADALUPE TRAIL NW (GRAVELED)
 FO1367'FOR 0.2 MILE TO THE ENTRANCE ROAD TO THE SCHOOLS ON THE RIGHT
 FO1367'AND THE STATION.
 FO1367'
 FO1367'THE STATION MARK IS A STANDARD DISK STAMPED LAGUNA 1969, SET
 FO1367'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH
 FO1367'WITH THE GROUND.  IT IS 54 FEET EAST OF THE CENTER OF GUADALUPE
 FO1367'TRAIL NW, 27 FEET NORTH OF THE NORTH EDGE OF A CONCRETE SIDEWALK,
 FO1367'19 FEET SOUTH OF A METAL GUY POST FOR A SNOW FENCE, 16.6 FEET
 FO1367'EAST-NORTHEAST OF A METAL WITNESS POST AND 16 FEET EAST OF
 FO1367'A NORTH-SOUTH CHAIN LINK FENCE.
 FO1367'
 FO1367'REFERENCE MARK 1 IS A STANDARD DISK STAMPED LAGUNA NO 1 1969,
 FO1367'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 FO1367'FLUSH WITH THE GROUND.  IT IS 91 FEET EAST-SOUTHEAST OF THE
 FO1367'METAL WITNESS POST, 89.6 FEET EAST OF THE MOST NORTHERLY GATE
 FO1367'POST OF 2 GATES, 27 FEET NORTH OF THE CENTER OF THE ENTRANCE
 FO1367'ROAD TO THE SCHOOL AND 1 FOOT NORTH OF THE NORTH EDGE OF THE
 FO1367'CONCRETE SIDEWALK.
 FO1367'
 FO1367'REFERENCE MARK 2 IS A STANDARD DISK STAMPED LAGUNA NO 2 1969,
 FO1367'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH
 FO1367'WITH THE GROUND.  IT IS 83 FEET NORTH OF THE METAL WITNESS
 FO1367'POST, 22 FEET EAST OF THE CENTER OF GUADALUPE TRAIL NW AND 1
 FO1367'FOOT EAST OF THE CHAIN LINK FENCE.
 FO1367'
 FO1367'HEIGHT OF LIGHT ABOVE STATION MARK 26.1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0142 ***********************************************************************
 DR0142  DESIGNATION -  LAKE
 DR0142  PID         -  DR0142
 DR0142  STATE/COUNTY-  NM/CHAVES
 DR0142  USGS QUAD   -  HAGERMAN (1975)
 DR0142
 DR0142                         *CURRENT SURVEY CONTROL
 DR0142  ___________________________________________________________________
 DR0142* NAD 83(1992)-  33 00 22.31475(N)    104 21 58.30571(W)     ADJUSTED  
 DR0142* NAVD 88     -      1036.774  (meters)    3401.48   (feet)  POSTED    
 DR0142  ___________________________________________________________________
 DR0142  LAPLACE CORR-           0.15  (seconds)                    DEFLEC99
 DR0142  GEOID HEIGHT-         -23.11  (meters)                     GEOID03
 DR0142  DYNAMIC HT  -        1035.350 (meters)    3396.81  (feet)  COMP
 DR0142  MODELED GRAV-     979,228.9   (mgal)                       NAVD 88
 DR0142
 DR0142  HORZ ORDER  -  SECOND
 DR0142  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 DR0142
 DR0142.The horizontal coordinates were established by classical geodetic methods
 DR0142.and adjusted by the National Geodetic Survey in February 1996..
 DR0142
 DR0142.The orthometric height was determined by differential leveling
 DR0142.and adjusted by the National Geodetic Survey in 1992..
 DR0142.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 DR0142.rate of 4.1 thru 8.0 mm/km.
 DR0142
 DR0142.The Laplace correction was computed from DEFLEC99 derived deflections.
 DR0142
 DR0142.The geoid height was determined by GEOID03.
 DR0142
 DR0142.The dynamic height is computed by dividing the NAVD 88
 DR0142.geopotential number by the normal gravity value computed on the
 DR0142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0142.degrees latitude (g = 980.6199 gals.).
 DR0142
 DR0142.The modeled gravity was interpolated from observed gravity values.
 DR0142
 DR0142;                    North         East     Units Scale Factor Converg.
 DR0142;SPC NM E     -   222,441.422   161,929.369   MT  0.99990921   -0 01 04.4
 DR0142;SPC NM E     -   729,793.23    531,263.27   sFT  0.99990921   -0 01 04.4
 DR0142;UTM  13      - 3,652,152.494   559,203.681   MT  0.99964322   +0 20 42.9
 DR0142
 DR0142!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR0142!SPC NM E     -   0.99984088  x   0.99990921  =   0.99975010
 DR0142!UTM  13      -   0.99984088  x   0.99964322  =   0.99948416
 DR0142
 DR0142:                Primary Azimuth Mark                     Grid Az
 DR0142:SPC NM E     -  X 9                                      010 10 58.1
 DR0142:UTM  13      -  X 9                                      009 49 10.8
 DR0142
 DR0142|---------------------------------------------------------------------|
 DR0142| PID    Reference Object                     Distance      Geod. Az  |
 DR0142|                                                           dddmmss.s |
 DR0142| DR0141 X 9                                                0100953.7 |
 DR0142| DR0143 LAKE RM 1                            26.172 METERS 03126     |
 DR0142| DR0144 LAKE RM 2                            19.999 METERS 16803     |
 DR0142|---------------------------------------------------------------------|
 DR0142
 DR0142                          SUPERSEDED SURVEY CONTROL
 DR0142
 DR0142  NAD 83(1992)-  33 00 22.31475(N)    104 21 58.30571(W) AD(       ) 2
 DR0142  NAD 83(1986)-  33 00 22.32021(N)    104 21 58.29540(W) AD(       ) 2
 DR0142  NAD 27      -  33 00 21.92630(N)    104 21 56.41790(W) AD(       ) 2
 DR0142  NGVD 29 (??/??/92) 1036.246  (m)         3399.75   (f) ADJ UNCH    2 0
 DR0142
 DR0142.Superseded values are not recommended for survey control.
 DR0142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0142.See file dsdata.txt to determine how the superseded data were derived.
 DR0142
 DR0142_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES5920452152(NAD 83)
 DR0142_MARKER: DS = TRIANGULATION STATION DISK
 DR0142_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR0142_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DR0142_STAMPING: LAKE 1961
 DR0142_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR0142+STABILITY: SURFACE MOTION
 DR0142
 DR0142  HISTORY     - Date     Condition        Report By
 DR0142  HISTORY     - 1961     MONUMENTED       CGS
 DR0142  HISTORY     - 1961     GOOD             CGS
 DR0142  HISTORY     - 1969     GOOD             USAF
 DR0142  HISTORY     - 1982     MARK NOT FOUND   NGS
 DR0142  HISTORY     - 1982     MARK NOT FOUND   NGS
 DR0142
 DR0142                          STATION DESCRIPTION
 DR0142
 DR0142'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (GWM)
 DR0142'LOCATED ABOUT 1/2 MILE NORTH OF THE POST OFFICE IN LAKE ARTHUR,
 DR0142'AND ALONG THE RAILROAD RIGHT-OF-WAY.
 DR0142'
 DR0142'REACHED FROM THE POST OFFICE IN LAKE ARTHUR, GO WEST ON PAVED
 DR0142'STREET FOR 0.15 MILE TO THE JUNCTION OF U.S. HIGHWAY 285,
 DR0142'TURN RIGHT AND GO NORTH ON HIGHWAY 285 FOR 0.45 MILE TO A
 DR0142'CROSSROAD, TURN RIGHT AND GO EAST FOR ABOUT 200 FEET, THENCE
 DR0142'TURN LEFT AND GO NORTH ALONG THE EAST SIDE OF RAILROAD TRACKS
 DR0142'FOR 0.1 MILE TO THE STATION MARK ON THE LEFT.
 DR0142'
 DR0142'STATION MARK, A STANDARD DISK STAMPED LAKE 1961, IS SET IN THE
 DR0142'TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 1 INCH.
 DR0142'IT IS 68 FEET EAST OF THE EAST RAIL OF RAILROAD TRACKS, 29
 DR0142'FEET WEST OF A NORTH-SOUTH FENCE, 14 FEET WEST OF THE CENTER
 DR0142'OF A TRACK ROAD AND 1 FOOT WEST OF A METAL WITNESS POST WITH
 DR0142'SIGN.
 DR0142'
 DR0142'REFERENCE MARK 1, A STANDARD DISK STAMPED LAKE NO 1 1961,
 DR0142'IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 DR0142'PROJECTS 6 INCHES.  IT IS 22 FEET EAST OF THE CENTER OF THE
 DR0142'TRACK ROAD, 2 FEET WEST OF A TELEPHONE POLE AND 1 FOOT WEST
 DR0142'OF THE NORTH-SOUTH FENCE.
 DR0142'
 DR0142'REFERENCE MARK 2, A STANDARD DISK STAMPED LAKE NO 2 1961, IS
 DR0142'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 DR0142'PROJECTS 6 INCHES.  IT IS 16 FEET EAST OF THE CENTER OF THE
 DR0142'TRACK ROAD, 10 FEET SOUTH OF A TELEPHONE POLE AND 1 FOOT
 DR0142'WEST OF THE NORTH-SOUTH FENCE.
 DR0142'
 DR0142'AZIMUTH MARK, A STANDARD BENCH MARK DISK STAMPED X 9 1916, IS
 DR0142'SET IN THE TOP OF A 4-INCH SQUARE CONCRETE MONUMENT THAT
 DR0142'PROJECTS 2 INCHES.  IT IS 96 FEET EAST OF THE CENTER OF
 DR0142'U.S. HIGHWAY 285, 43 FEET WEST OF THE WEST RAIL OF RAILROAD
 DR0142'TRACKS, 21 FEET NORTH OF A TELEPHONE POLE AND 1.6 FEET SOUTH
 DR0142'OF A 4 X 4 INCH SQUARE WHITE WITNESS POST.
 DR0142'
 DR0142'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON U.S.
 DR0142'HIGHWAY 285 FOR 0.45 MILE TO THE MARK ON THE RIGHT.
 DR0142'
 DR0142'PICTURE POINT, OBJECT OBSERVED WAS THE NORTHWEST CORNER OF AN
 DR0142'IRRIGATION POND.
 DR0142
 DR0142                          STATION RECOVERY (1961)
 DR0142
 DR0142'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 DR0142'0.6 MI N FROM LAKE ARTHUR.
 DR0142'0.4 MILE NORTH ALONG A PAVED STREET FROM THE POST OFFICE AT LAKE
 DR0142'ARTHUR, THENCE 0.1 MILE WEST ALONG A PAVED ROAD, THENCE 0.1 MILE NORTH
 DR0142'ALONG RAILROAD TRACKS, 68 FEET EAST OF THE EAST RAIL, 85.9 FEET
 DR0142'SOUTHWEST R.M. 1, 65.6 FEET NORTH OF R.M. 2, 1.0 FOOT WEST OF A METAL
 DR0142'WITNESS POST WITH SIGN, SET IN TOP OF A SQUARE CONCRETE POST
 DR0142'PROJECTING 1 INCH ABOVE GROUND.
 DR0142
 DR0142                          STATION RECOVERY (1969)
 DR0142
 DR0142'RECOVERY NOTE BY US AIR FORCE 1969
 DR0142'STATION, AZIMUTH MARK AND BOTH REFERENCE MARKS WERE RECOVERED
 DR0142'IN GOOD CONDITION.  U.S. HIGHWAY 285 MENTIONED IN THE FORMER
 DR0142'DESCRIPTION IS PRESENTLY ENTITLED ALTERNATE 285, OTHERWISE THE
 DR0142'ROUTE DESCRIPTION WAS ADEQUATE.
 DR0142
 DR0142                          STATION RECOVERY (1982)
 DR0142
 DR0142'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (RHK)
 DR0142'A THOROUGH SEARCH OF THE AREA REVEALED NO EVIDENCE OF THE STATION
 DR0142'MARK, REFERENCE MARK 1 AND 2 WERE RECOVERED AS DESCRIBED IN 1961.
 DR0142
 DR0142                          STATION RECOVERY (1982)
 DR0142
 DR0142'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 DR0142'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1651 ***********************************************************************
 CX1651  DESIGNATION -  LAKE
 CX1651  PID         -  CX1651
 CX1651  STATE/COUNTY-  NM/DONA ANA
 CX1651  USGS QUAD   -  WHITE SANDS (1955)
 CX1651
 CX1651                         *CURRENT SURVEY CONTROL
 CX1651  ___________________________________________________________________
 CX1651* NAD 83(1992)-  32 26 36.01836(N)    106 23 44.04451(W)     ADJUSTED  
 CX1651* NAVD 88     -      1202.76   (+/-2cm)    3946.1    (feet)  VERTCON   
 CX1651  ___________________________________________________________________
 CX1651  LAPLACE CORR-          -0.99  (seconds)                    DEFLEC99
 CX1651  GEOID HEIGHT-         -23.68  (meters)                     GEOID03
 CX1651
 CX1651  HORZ ORDER  -  FIRST
 CX1651  VERT ORDER  -  THIRD ? (See Below)
 CX1651
 CX1651.The horizontal coordinates were established by classical geodetic methods
 CX1651.and adjusted by the National Geodetic Survey in December 1993..
 CX1651
 CX1651.The NAVD 88 height was computed by applying the VERTCON shift value to
 CX1651.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CX1651.The vertical order pertains to the NGVD 29 superseded value.
 CX1651
 CX1651.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1651
 CX1651.The geoid height was determined by GEOID03.
 CX1651
 CX1651;                    North         East     Units Scale Factor Converg.
 CX1651;SPC NM C     -   160,033.543   486,312.790   MT  0.99990231   -0 04 41.1
 CX1651;SPC NM C     -   525,043.38  1,595,511.21   sFT  0.99990231   -0 04 41.1
 CX1651;UTM  13      - 3,590,435.334   368,813.823   MT  0.99981222   -0 44 55.6
 CX1651
 CX1651!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1651!SPC NM C     -   0.99981491  x   0.99990231  =   0.99971723
 CX1651!UTM  13      -   0.99981491  x   0.99981222  =   0.99962716
 CX1651
 CX1651|---------------------------------------------------------------------|
 CX1651| PID    Reference Object                     Distance      Geod. Az  |
 CX1651|                                                           dddmmss.s |
 CX1651| CC6807 LAKE RM 1                            10.085 METERS 04110     |
 CX1651| CX1646 NAN                                 APPROX. 6.9 KM 2852907.1 |
 CX1651| CC6808 LAKE RM 2                            11.580 METERS 31600     |
 CX1651|---------------------------------------------------------------------|
 CX1651
 CX1651                          SUPERSEDED SURVEY CONTROL
 CX1651
 CX1651  NAD 83(1986)-  32 26 36.02429(N)    106 23 44.04367(W) AD(       ) 1
 CX1651  NAD 27      -  32 26 35.69327(N)    106 23 42.07281(W) AD(       ) 1
 CX1651  NGVD 29 (07/19/86) 1202.17   (m)         3944.1    (f) LEVELING    3  
 CX1651
 CX1651.Superseded values are not recommended for survey control.
 CX1651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1651.See file dsdata.txt to determine how the superseded data were derived.
 CX1651
 CX1651_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR6881490435(NAD 83)
 CX1651_MARKER: DS = TRIANGULATION STATION DISK
 CX1651_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX1651
 CX1651  HISTORY     - Date     Condition        Report By
 CX1651  HISTORY     - 1965     MONUMENTED       CGS
 CX1651
 CX1651                          STATION DESCRIPTION
 CX1651
 CX1651'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (WRH)
 CX1651'STATION IS LOCATED ABOUT 6.0 MILES NORTHEAST OF WHITE SANDS MISSILE
 CX1651'RANGE HEADQUARTERS, ABOUT 3.0 MILES SOUTH OF U. S. HIGHWAY 70 ON A
 CX1651'SMALL MOUND THAT HAS A WHITE ASTRODOME MOUNTED ON A PEDESTAL THAT
 CX1651'IS 20 FEET IN HEIGHT.
 CX1651'
 CX1651'STATION IS REACHED AS FOLLOWS--FROM WHITE SANDS MISSILE RANGE
 CX1651'HEADQUARTERS GO EAST, ON NIKE AVENUE, FOR 2.0 MILES TO A FORK.  TAKE
 CX1651'LEFT FORK AND GO NORTHEAST ON A GRAVELED ROAD FOR 4.15 MILES TO A
 CX1651'FORK.  TAKE LEFT FORK, GRAVELED ROAD, AND GO NORTHERLY 1.15 MILES
 CX1651'TO STATION AND ASTRODOME ON TOP OF SMALL MOUND.
 CX1651'
 CX1651'STATION, STAMPED LAKE 1964, IS A STANDARD USC AND GS BRONZE DISK
 CX1651'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 CX1651'ABOUT 4-INCHES ABOVE THE GROUND.  IT IS 9.8 FEET EAST NORTHEAST OF
 CX1651'THE SOUTHEAST LEG OF ASTRODOME AND 15.5 FEET SOUTHEAST OF THE
 CX1651'NORTHEAST LEG OF THE ASTRODOME.
 CX1651'
 CX1651'R. M. NO. 1, STAMPED LAKE NO 1 1964, IS A STANDARD USC AND GS
 CX1651'BRONZE DISK SET IN THE TOP OF 10-INCH SQUARE CONCRETE MONUMENT THAT
 CX1651'PROJECTS ABOUT 6-INCHES ABOVE THE GROUND.  IT IS 44.0 FEET EAST OF
 CX1651'THE NORTHEAST LEG OF THE ASTRODOME AND ABOUT THE SAME ELEVATION AS
 CX1651'THE STATION.
 CX1651'
 CX1651'R. M. NO 2, STAMPED LAKE NO 2 1964, IS A STANDARD USC AND GS BRONZE
 CX1651'DISK SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT
 CX1651'PROJECTS ABOUT 4-INCHES ABOVE THE GROUND.  IT IS 27.5 FEET NORTH OF
 CX1651'THE NORTHEAST LEG OF THE ASTRODOME AND ABOUT THE SAME ELEVATION AS
 CX1651'THE STATION.
 CX1651'
 CX1651'HEIGHT OF LIGHT ABOVE STATION MARK 8.48 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1784 ***********************************************************************
 CX1784  DESIGNATION -  LAKE
 CX1784  PID         -  CX1784
 CX1784  STATE/COUNTY-  NM/DONA ANA
 CX1784  USGS QUAD   -  ARROYO CUERVO (1980)
 CX1784
 CX1784                         *CURRENT SURVEY CONTROL
 CX1784  ___________________________________________________________________
 CX1784* NAD 83(1992)-  32 38 07.80340(N)    107 16 27.80872(W)     ADJUSTED  
 CX1784* NAVD 88     -      1377.     (meters)    4518.     (feet)  VERTCON   
 CX1784  ___________________________________________________________________
 CX1784  LAPLACE CORR-           0.00  (seconds)                    DEFLEC99
 CX1784  GEOID HEIGHT-         -23.78  (meters)                     GEOID03
 CX1784
 CX1784  HORZ ORDER  -  THIRD
 CX1784
 CX1784.The horizontal coordinates were established by classical geodetic methods
 CX1784.and adjusted by the National Geodetic Survey in December 1993..
 CX1784
 CX1784.The NAVD 88 height was computed by applying the VERTCON shift value to
 CX1784.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CX1784
 CX1784.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1784
 CX1784.The geoid height was determined by GEOID03.
 CX1784
 CX1784;                    North         East     Units Scale Factor Converg.
 CX1784;SPC NM C     -   181,795.605   403,883.096   MT  1.00001388   -0 33 09.0
 CX1784;SPC NM C     -   596,441.08  1,325,073.12   sFT  1.00001388   -0 33 09.0
 CX1784;UTM  13      - 3,613,164.183   286,642.907   MT  1.00016135   -1 13 37.3
 CX1784
 CX1784!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1784!SPC NM C     -   0.99978764  x   1.00001388  =   0.99980151
 CX1784!UTM  13      -   0.99978764  x   1.00016135  =   0.99994895
 CX1784
 CX1784:                Primary Azimuth Mark                     Grid Az
 CX1784:SPC NM C     -  HALL                                     137 59 10.9
 CX1784:UTM  13      -  HALL                                     138 39 39.2
 CX1784
 CX1784|---------------------------------------------------------------------|
 CX1784| PID    Reference Object                     Distance      Geod. Az  |
 CX1784|                                                           dddmmss.s |
 CX1784| CX1777 HALL                                APPROX.11.8 KM 1372601.9 |
 CX1784|---------------------------------------------------------------------|
 CX1784
 CX1784                          SUPERSEDED SURVEY CONTROL
 CX1784
 CX1784  NAD 83(1986)-  32 38 07.80770(N)    107 16 27.81420(W) AD(       ) 3
 CX1784  NAD 27      -  32 38 07.51187(N)    107 16 25.73650(W) AD(       ) 3
 CX1784  NGVD 29 (07/19/86) 1376.     (m)         4514.     (f) VERT ANG       
 CX1784
 CX1784.Superseded values are not recommended for survey control.
 CX1784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1784.See file dsdata.txt to determine how the superseded data were derived.
 CX1784
 CX1784_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBS8664313164(NAD 83)
 CX1784
 CX1784  HISTORY     - Date     Condition        Report By
 CX1784  HISTORY     - 1957     MONUMENTED       USGS
 CX1784  HISTORY     - 1957     GOOD             USGS
 CX1784
 CX1784                          STATION DESCRIPTION
 CX1784
 CX1784'DESCRIBED BY US GEOLOGICAL SURVEY 1957 (ATW)
 CX1784'LOCATED ABOUT 9.0 MI. (AIRLINE) NW. OF HATCH, NEW MEXICO, AND ABOUT
 CX1784'1.5 MI. N. OF STATE HIGHWAY 26, ON A RIDGE HALFWAY BETWEEN A WINDMILL
 CX1784'SW. OF AND A LAKE NE. OF RIDGE AND 600 FT. E. OF A TRACK RD.
 CX1784'
 CX1784'TO REACH FROM INTERSECTION OF U.S. HIGHWAY 85 AND STATE HIGHWAY 26 AT
 CX1784'HATCH, NEW MEXICO, GO W. ON STATE HIGHWAY 26, 7.6 MI. TO A TRACK RD.
 CX1784'N., TURN RIGHT ON TRACK RD. AND GO 0.8 MI. TO A WINDMILL.  GO NE. ON
 CX1784'TRACK RD. FROM WINDMILL 0.7 MI., THENCE E. 600 FT. TO STATION SITE.
 CX1784'
 CX1784'STATION FOUND AS DESCRIBED.
 CX1784'
 CX1784'STATION MARK--A STANDARD TABLET STAMPED ---LAKE 1957---, IN A CONCRETE
 CX1784'POST PROJECTING 0.7 FT. ABOVE THE GROUND.
 CX1784'
 CX1784'NO MENTION OF REFERENCE MARKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0516 ***********************************************************************
 GN0516  DESIGNATION -  LAKE
 GN0516  PID         -  GN0516
 GN0516  STATE/COUNTY-  NM/RIO ARRIBA
 GN0516  USGS QUAD   -  APACHE MESA (1983)
 GN0516
 GN0516                         *CURRENT SURVEY CONTROL
 GN0516  ___________________________________________________________________
 GN0516* NAD 83(1992)-  36 38 50.29204(N)    106 46 25.14137(W)     ADJUSTED  
 GN0516* NAVD 88     -      2160.7    (meters)    7089.     (feet)  VERTCON   
 GN0516  ___________________________________________________________________
 GN0516  LAPLACE CORR-           2.15  (seconds)                    DEFLEC99
 GN0516  GEOID HEIGHT-         -18.68  (meters)                     GEOID03
 GN0516
 GN0516  HORZ ORDER  -  THIRD
 GN0516
 GN0516.The horizontal coordinates were established by classical geodetic methods
 GN0516.and adjusted by the National Geodetic Survey in December 1993..
 GN0516
 GN0516.The NAVD 88 height was computed by applying the VERTCON shift value to
 GN0516.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GN0516
 GN0516.The Laplace correction was computed from DEFLEC99 derived deflections.
 GN0516
 GN0516.The geoid height was determined by GEOID03.
 GN0516
 GN0516;                    North         East     Units Scale Factor Converg.
 GN0516;SPC NM C     -   626,461.444   453,179.097   MT  0.99992700   -0 18 45.2
 GN0516;SPC NM C     - 2,055,315.59  1,486,805.09   sFT  0.99992700   -0 18 45.2
 GN0516;UTM  13      - 4,057,212.763   341,454.315   MT  0.99990969   -1 03 32.0
 GN0516
 GN0516!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GN0516!SPC NM C     -   0.99966395  x   0.99992700  =   0.99959097
 GN0516!UTM  13      -   0.99966395  x   0.99990969  =   0.99957367
 GN0516
 GN0516|---------------------------------------------------------------------|
 GN0516| PID    Reference Object                     Distance      Geod. Az  |
 GN0516|                                                           dddmmss.s |
 GN0516| CD4479 LAKE RM 1                             8.537 METERS 02223     |
 GN0516| GN0515 DAM                                 APPROX. 7.0 KM 1512742.8 |
 GN0516| CD4480 LAKE RM 2                             8.376 METERS 18743     |
 GN0516|---------------------------------------------------------------------|
 GN0516
 GN0516                          SUPERSEDED SURVEY CONTROL
 GN0516
 GN0516  NAD 83(1992)-  36 38 50.29212(N)    106 46 25.14829(W) AD(       ) 3
 GN0516  NAD 83(1986)-  36 38 50.29200(N)    106 46 25.14836(W) AD(       ) 3
 GN0516  NAD 27      -  36 38 50.22985(N)    106 46 23.00691(W) AD(       ) 3
 GN0516  NGVD 29 (07/19/86) 2159.4    (m)         7085.     (f) VERT ANG       
 GN0516
 GN0516.Superseded values are not recommended for survey control.
 GN0516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0516.See file dsdata.txt to determine how the superseded data were derived.
 GN0516
 GN0516_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCA4145457213(NAD 83)
 GN0516_MARKER: DS = TRIANGULATION STATION DISK
 GN0516_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GN0516
 GN0516  HISTORY     - Date     Condition        Report By
 GN0516  HISTORY     - 1961     MONUMENTED       CGS
 GN0516
 GN0516                          STATION DESCRIPTION
 GN0516
 GN0516'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (HWK)
 GN0516'THE STATION IS APPROXIMATELY 13 MILES SOUTHWEST OF TIERRA
 GN0516'AMARILLA, 4-1/2 MILES NORTHWEST OF THE EL VADO DAM AND ON A
 GN0516'LOW HILL COVERED WITH SMALL CEDAR TREES.
 GN0516'
 GN0516'TO REACH THE STATION FROM THE ST. JOSEPH CHURCH IN PARKVIEW,
 GN0516'GO NORTH ON U.S. HIGHWAY 84 FOR 0.45 MILE TO A SIGN RUTHERON
 GN0516'AND CHAMA AND A CROSSROAD.  TURN LEFT, WEST, ON STATE HIGHWAY
 GN0516'95 FOR 0.4 MILE TO A CONCRETE BRIDGE OVER THE RIO CHAMA RIVER.
 GN0516'CONTINUE ON HIGHWAY 95 FOR 2.65 MILES TO THE RUTHERON STORE ON
 GN0516'THE RIGHT.  CONTINUE ON THE MAIN TRAVELED ROAD FOR 0.7 MILE
 GN0516'TO A ROAD FORK.  BEAR RIGHT, SOUTHWEST, ON THE MAIN TRAVELED
 GN0516'ROAD FOR 4.2 MILES TO A STEEL BRIDGE.  CROSS THE BRIDGE AND
 GN0516'CONTINUE ON THE MAIN TRAVELED ROAD FOR 0.4 MILE TO A CATTLE
 GN0516'GUARD AND A ROAD FORK.  BEAR LEFT, SOUTHWESTERLY, ON THE
 GN0516'MAIN TRAVELED ROAD FOR 4.1 MILES TO A WOODEN BRIDGE.  CROSS
 GN0516'THE BRIDGE AND CONTINUE ON THE MAIN TRAVELED ROAD FOR 0.3
 GN0516'MILE TO A ROAD FORK.  BEAR RIGHT, WESTERLY, ON THE MAIN
 GN0516'TRAVELED ROAD FOR 1.25 MILES TO A ROAD FORK.  BEAR RIGHT,
 GN0516'SOUTHWEST, ON A GRAVELED ROAD FOR 3.05 MILES TO A
 GN0516'TRIANGULAR BLAZE ON A 14 INCH PINE TREE.  TURN LEFT, EAST
 GN0516'LEAVING THE GRAVELED ROAD AND GO UP HILL FOR 0.2 MILE TO
 GN0516'THE STATION.
 GN0516'
 GN0516'STATION MARKS ARE STANDARD DISKS STAMPED LAKE 1961.  THE SURFACE
 GN0516'DISK IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.
 GN0516'IT IS 28.5 FEET NORTH OF A 10 INCH CEDAR TREE, 26 FEET WEST
 GN0516'OF THE EAST EDGE OF THE HILL AND 6 FEET WEST OF A METAL WITNESS
 GN0516'POST.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF
 GN0516'CONCRETE 24 INCHES BELOW THE SURFACE OF THE GROUND.
 GN0516'
 GN0516'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED LAKE NO 1 1961,
 GN0516'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.
 GN0516'IT IS 23 FEET NORTH OF THE METAL WITNESS POST AND 16 FEET
 GN0516'WEST OF THE EAST EDGE OF THE HILL.
 GN0516'
 GN0516'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED LAKE NO 2 1961,
 GN0516'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT
 GN0516'IS 31 FEET WEST OF THE EAST EDGE OF THE HILL, 17 FEET EAST
 GN0516'OF A 6 INCH PINE TREE AND 12 FEET WEST OF THE 10 INCH CEDAR
 GN0516'TREE.
 GN0516'
 GN0516'TRIANGULATION STATION DAM WAS USED FOR THE AZIMUTH MARK.
 GN0516'FOR INFORMATION ON THE MARK SEE THE DESCRIPTION FOR STATION DAM.
 GN0516'
 GN0516'NOTE.  REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0728 ***********************************************************************
 FN0728  DESIGNATION -  LAKE
 FN0728  PID         -  FN0728
 FN0728  STATE/COUNTY-  NM/SANTA FE
 FN0728  USGS QUAD   -  ASPEN BASIN (1977)
 FN0728
 FN0728                         *CURRENT SURVEY CONTROL
 FN0728  ___________________________________________________________________
 FN0728* NAD 83(1992)-  35 47 46.64423(N)    105 46 16.69333(W)     ADJUSTED  
 FN0728* NAVD 88     -      3783.4    (meters)   12413.     (feet)  VERTCON   
 FN0728  ___________________________________________________________________
 FN0728  LAPLACE CORR-           6.07  (seconds)                    DEFLEC99
 FN0728  GEOID HEIGHT-         -17.14  (meters)                     GEOID03
 FN0728
 FN0728  HORZ ORDER  -  SECOND
 FN0728
 FN0728.The horizontal coordinates were established by classical geodetic methods
 FN0728.and adjusted by the National Geodetic Survey in December 1993..
 FN0728
 FN0728.The NAVD 88 height was computed by applying the VERTCON shift value to
 FN0728.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FN0728
 FN0728.The Laplace correction was computed from DEFLEC99 derived deflections.
 FN0728
 FN0728.The geoid height was determined by GEOID03.
 FN0728
 FN0728;                    North         East     Units Scale Factor Converg.
 FN0728;SPC NM C     -   532,017.805   543,267.585   MT  0.99992306   +0 16 48.0
 FN0728;SPC NM C     - 1,745,461.75  1,782,370.40   sFT  0.99992306   +0 16 48.0
 FN0728;SPC NM E     -   532,871.045    35,022.138   MT  1.00011720   -0 50 28.3
 FN0728;SPC NM E     - 1,748,261.09    114,901.80   sFT  1.00011720   -0 50 28.3
 FN0728;UTM  13      - 3,961,628.821   430,305.220   MT  0.99965985   -0 27 04.2
 FN0728
 FN0728!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FN0728!SPC NM C     -   0.99940923  x   0.99992306  =   0.99933233
 FN0728!SPC NM E     -   0.99940923  x   1.00011720  =   0.99952636
 FN0728!UTM  13      -   0.99940923  x   0.99965985  =   0.99906928
 FN0728
 FN0728|---------------------------------------------------------------------|
 FN0728| PID    Reference Object                     Distance      Geod. Az  |
 FN0728|                                                           dddmmss.s |
 FN0728| FN0729 LAKE PEAK RM                          4.612 METERS 03445     |
 FN0728| CJ7659 LAKE AZ MK                                         1080401.9 |
 FN0728| CJ7660 LAKE RM 1                            10.581 METERS 21055     |
 FN0728| FN0714 DEMPSEY RM 3                        APPROX.15.7 KM 2381505.1 |
 FN0728| FN0727 LAKE PEAK RM                          3.631 METERS 35342     |
 FN0728|---------------------------------------------------------------------|
 FN0728
 FN0728                          SUPERSEDED SURVEY CONTROL
 FN0728
 FN0728  NAD 83(1986)-  35 47 46.64824(N)    105 46 16.69698(W) AD(       ) 2
 FN0728  NAD 27      -  35 47 46.54330(N)    105 46 14.63040(W) AD(       ) 2
 FN0728  NGVD 29 (07/19/86) 3782.0    (m)        12408.     (f) VERT ANG       
 FN0728
 FN0728.Superseded values are not recommended for survey control.
 FN0728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0728.See file dsdata.txt to determine how the superseded data were derived.
 FN0728
 FN0728_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV3030561629(NAD 83)
 FN0728_MARKER: DS = TRIANGULATION STATION DISK
 FN0728_SETTING: 80 = SET IN A BOULDER
 FN0728_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 FN0728
 FN0728  HISTORY     - Date     Condition        Report By
 FN0728  HISTORY     - 1954     MONUMENTED       CGS
 FN0728
 FN0728                          STATION DESCRIPTION
 FN0728
 FN0728'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (WRH)
 FN0728'THE STATION IS LOCATED ON THE HIGHEST POINT OF A SHARP ROCKY
 FN0728'PEAK KNOWN AS LAKE PEAK.  IT IS ABOUT 13 MILES AIRLINE NORTHEAST
 FN0728'OF SANTA FE, 17 MILES AIRLINE NORTH-NORTHWEST OF PECOS, AND
 FN0728'22 MILES AIRLINE SOUTHEAST OF ESPANOLA.
 FN0728'
 FN0728'TO REACH FROM THE U.S. POST OFFICE IN PECOS, GO NORTH ON STATE
 FN0728'ROAD 63 FOR 16.0 MILES TO THE MOUNTAIN VIEW RANCH AT COWLES
 FN0728'WHERE HORSES CAN BE OBTAINED.  FROM THE RANCH GO WESTERLY
 FN0728'ON THE TRACK ROAD FOR ABOUT 1 MILE TO THE END OF THE ROAD.
 FN0728'CONTINUE WESTERLY ON THE LAKE PEAK TRAIL FOR ABOUT 10 MILES
 FN0728'TO THE HIGHEST POINT OF LAKE PEAK AND THE STATION.
 FN0728'
 FN0728'THE STATION MARK IS A STANDARD DISK STAMPED LAKE 1954, CEMENTED
 FN0728'IN A DRILL HOLE IN AN 8 X 12-INCH BOULDER FLUSH WITH THE GROUND.
 FN0728'
 FN0728'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED LAKE NO 1
 FN0728'1954, CEMENTED IN A DRILL HOLE IN A 3-FOOT BOULDER THAT PROJECTS
 FN0728'18 INCHES.  IT IS ABOUT 4 FEET LOWER THAN THE STATION.
 FN0728'
 FN0728'LAKE PEAK (USGS) WAS USED FOR REFERENCE MARK NUMBER TWO.  IT
 FN0728'IS A STANDARD USGS BENCH MARK DISK STAMPED LAKE PEAK 12408 VA
 FN0728'BM 1952, CEMENTED IN A DRILL HOLE IN A 10 X 18-INCH BOULDER
 FN0728'THAT PROJECTS 8 INCHES.  IT IS ABOUT 1 FOOT HIGHER THAN THE
 FN0728'STATION.
 FN0728'
 FN0728'USGS R.M. IS A STANDARD USGS REFERENCE MARK DISK, UNSTAMPED, CEMENTED
 FN0728'IN A DRILL HOLE IN A 1-FOOT BOULDER THAT PROJECTS 1 FOOT.  IT
 FN0728'IS ABOUT 6 INCHES HIGHER THAN THE STATION.
 FN0728'
 FN0728'THE AZIMUTH MARK IS LOCATED ON A SMALL ROCKY POINT ON A JAGGED
 FN0728'ROCKY RIDGE THAT EXTENDS EASTERLY FROM THE STATION PEAK.  IT
 FN0728'IS ABOUT 200 FEET LOWER THAN THE STATION.  THE MARK IS A
 FN0728'STANDARD DISK STAMPED LAKE 1954, CEMENTED IN A DRILL HOLE IN
 FN0728'A 2-FOOT BOULDER THAT PROJECTS 1 FOOT.  TO REACH FROM THE
 FN0728'STATION, PACK DOWN THE TRAIL FOR ABOUT 0.25 MILE TO THE ROCKY
 FN0728'POINT AND THE AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0681 ***********************************************************************
 GM0681  DESIGNATION -  LAKE
 GM0681  PID         -  GM0681
 GM0681  STATE/COUNTY-  NM/HARDING
 GM0681  USGS QUAD   -  MILLS EAST (1974)
 GM0681
 GM0681                         *CURRENT SURVEY CONTROL
 GM0681  ___________________________________________________________________
 GM0681* NAD 83(1992)-  36 01 23.17880(N)    104 09 17.91407(W)     ADJUSTED  
 GM0681* NAVD 88     -      1822.74   (+/-2cm)    5980.1    (feet)  VERTCON   
 GM0681  ___________________________________________________________________
 GM0681  LAPLACE CORR-          -2.35  (seconds)                    DEFLEC99
 GM0681  GEOID HEIGHT-         -19.55  (meters)                     GEOID03
 GM0681
 GM0681  HORZ ORDER  -  FIRST
 GM0681  VERT ORDER  -  THIRD ? (See Below)
 GM0681
 GM0681.The horizontal coordinates were established by classical geodetic methods
 GM0681.and adjusted by the National Geodetic Survey in December 1993..
 GM0681
 GM0681.The NAVD 88 height was computed by applying the VERTCON shift value to
 GM0681.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GM0681.The vertical order pertains to the NGVD 29 superseded value.
 GM0681
 GM0681.The Laplace correction was computed from DEFLEC99 derived deflections.
 GM0681
 GM0681.The geoid height was determined by GEOID03.
 GM0681
 GM0681;                    North         East     Units Scale Factor Converg.
 GM0681;SPC NM E     -   557,096.151   181,075.197   MT  0.99991227   +0 06 17.6
 GM0681;SPC NM E     - 1,827,739.62    594,077.54   sFT  0.99991227   +0 06 17.6
 GM0681;UTM  13      - 3,986,841.382   576,138.629   MT  0.99967143   +0 29 49.2
 GM0681
 GM0681!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GM0681!SPC NM E     -   0.99971707  x   0.99991227  =   0.99962936
 GM0681!UTM  13      -   0.99971707  x   0.99967143  =   0.99938859
 GM0681
 GM0681|---------------------------------------------------------------------|
 GM0681| PID    Reference Object                     Distance      Geod. Az  |
 GM0681|                                                           dddmmss.s |
 GM0681| CM8920 LAKE RM 1                             8.481 METERS 03414     |
 GM0681| FN0433 ROY MUNICIPAL TANK                  APPROX. 9.7 KM 2020638.4 |
 GM0681| GM0068 W 193                                              2083136.1 |
 GM0681| CM8921 LAKE RM 2                             9.859 METERS 29602     |
 GM0681|---------------------------------------------------------------------|
 GM0681
 GM0681                          SUPERSEDED SURVEY CONTROL
 GM0681
 GM0681  NAD 83(1986)-  36 01 23.18705(N)    104 09 17.91131(W) AD(       ) 1
 GM0681  NAD 27      -  36 01 23.06520(N)    104 09 15.99540(W) AD(       ) 1
 GM0681  NGVD 29 (07/19/86) 1821.95   (m)         5977.5    (f) LEVELING    3  
 GM0681
 GM0681.Superseded values are not recommended for survey control.
 GM0681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0681.See file dsdata.txt to determine how the superseded data were derived.
 GM0681
 GM0681_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEV7613986841(NAD 83)
 GM0681_MARKER: DS = TRIANGULATION STATION DISK
 GM0681_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GM0681
 GM0681  HISTORY     - Date     Condition        Report By
 GM0681  HISTORY     - 1960     MONUMENTED       CGS
 GM0681
 GM0681                          STATION DESCRIPTION
 GM0681
 GM0681'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (HWK)
 GM0681'THE STATION IS APPROXIMATELY 6 MILES NORTHEAST OF ROY, 0.15
 GM0681'MILE NORTH OF STATE HIGHWAY 120, 0.15 EAST OF A DIRT ROAD, IN
 GM0681'THE NORTHEAST QUARTER OF SECTION 27, T-21-N, R-26-E., ON THE
 GM0681'SUMMIT OF A LOW RIDGE IN PASTURE LAND, ON PROPERTY OWNED BY
 GM0681'MR. STEVE BROCK.
 GM0681'
 GM0681'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 120
 GM0681'AND 39 IN ROY, GO NORTH AND EAST ON HIGHWAY 120 FOR 6.4 MILES TO
 GM0681'A CURVE IN THE HIGHWAY AND THE AZIMUTH MARK ON THE RIGHT.  CONTINUE
 GM0681'EAST ON HIGHWAY 120 FOR 0.6 MILE TO A CATTLE GUARD ON THE LEFT
 GM0681'A WIRE GATE ON THE RIGHT.  TURN LEFT AND GO NORTH ON A DIRT
 GM0681'ROAD 0.15 MILE TO THE SUMMIT OF A RIDGE.  TURN LEFT, WESTERLY,
 GM0681'FOR 0.15 MILE TO THE HIGHEST POINT OF THE RIDGE AND THE
 GM0681'STATION.
 GM0681'
 GM0681'STATION MARKS ARE STANDARD DISKS STAMPED LAKE 1960.  THE SURFACE
 GM0681'DISK IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.  IT
 GM0681'IS 5 FEET EAST OF A METAL WITNESS POST.  THE UNDERGROUND DISK
 GM0681'IS SET IN AN IRREGULAR MASS OF CONCRETE 34 INCHES BELOW THE
 GM0681'SURFACE OF THE GROUND.
 GM0681'
 GM0681'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED LAKE NO 1 1960,
 GM0681'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS
 GM0681'31.3 FEET NORTH OF THE METAL WITNESS POST.
 GM0681'
 GM0681'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED LAKE NO 2 1960,
 GM0681'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS
 GM0681'28.3 FEET WEST OF THE METAL WITNESS POST.
 GM0681'
 GM0681'AZIMUTH MARK IS A STANDARD U.S. COAST AND GEODETIC SURVEY BENCH
 GM0681'MARK DISK STAMPED W-193 1939, SET IN THE TOP OF A 6-INCH SQUARE
 GM0681'CONCRETE POST WHICH PROJECTS 18 INCHES.  IT IS 54 FEET NORTHEAST
 GM0681'OF A TELEPHONE POLE, 48.5 FEET SOUTHEAST OF THE CENTER OF HIGHWAY
 GM0681'120, 9.7 FEET SOUTHEAST OF OF A METAL WITNESS POST AND 8 FEET
 GM0681'SOUTHEAST OF A METAL HIGHWAY RIGHT-OF-WAY MARKER NO. 355+46.
 GM0681'
 GM0681'REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0739 ***********************************************************************
 FN0739  DESIGNATION -  LAKE
 FN0739  PID         -  FN0739
 FN0739  STATE/COUNTY-  NM/SANTA FE
 FN0739  USGS QUAD   -  CUNDIYO (1993)
 FN0739
 FN0739                         *CURRENT SURVEY CONTROL
 FN0739  ___________________________________________________________________
 FN0739* NAD 83(1992)-  35 59 16.45358(N)    105 55 10.11170(W)     ADJUSTED  
 FN0739* NAVD 88     -      2152.2    (meters)    7061.     (feet)  VERTCON   
 FN0739  ___________________________________________________________________
 FN0739  LAPLACE CORR-          13.20  (seconds)                    DEFLEC99
 FN0739  GEOID HEIGHT-         -18.15  (meters)                     GEOID03
 FN0739
 FN0739  HORZ ORDER  -  THIRD
 FN0739
 FN0739.The horizontal coordinates were established by classical geodetic methods
 FN0739.and adjusted by the National Geodetic Survey in December 1993..
 FN0739
 FN0739.The NAVD 88 height was computed by applying the VERTCON shift value to
 FN0739.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FN0739
 FN0739.The Laplace correction was computed from DEFLEC99 derived deflections.
 FN0739
 FN0739.The geoid height was determined by GEOID03.
 FN0739
 FN0739;                    North         East     Units Scale Factor Converg.
 FN0739;SPC NM C     -   553,221.354   529,802.932   MT  0.99991094   +0 11 39.2
 FN0739;SPC NM C     - 1,815,027.06  1,738,195.12   sFT  0.99991094   +0 11 39.2
 FN0739;UTM  13      - 3,982,997.622   417,116.097   MT  0.99968465   -0 32 25.2
 FN0739
 FN0739!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FN0739!SPC NM C     -   0.99966518  x   0.99991094  =   0.99957615
 FN0739!UTM  13      -   0.99966518  x   0.99968465  =   0.99934993
 FN0739
 FN0739                          SUPERSEDED SURVEY CONTROL
 FN0739
 FN0739  NAD 83(1986)-  35 59 16.44790(N)    105 55 10.09194(W) AD(       ) 3
 FN0739  NGVD 29 (09/14/90) 2151.2    (m)         7058.     (f) VERT ANG       
 FN0739
 FN0739.Superseded values are not recommended for survey control.
 FN0739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0739.See file dsdata.txt to determine how the superseded data were derived.
 FN0739
 FN0739_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV1711682998(NAD 83)
 FN0739_MARKER: DS = TRIANGULATION STATION DISK
 FN0739_SETTING: 66 = SET IN ROCK OUTCROP
 FN0739_SP_SET: SET IN ROCK OUTCROP
 FN0739_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FN0739+STABILITY: POSITION/ELEVATION WELL
 FN0739
 FN0739  HISTORY     - Date     Condition        Report By
 FN0739  HISTORY     - 1952     MONUMENTED       USGS
 FN0739
 FN0739                          STATION DESCRIPTION
 FN0739
 FN0739'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 FN0739'STATION IS LOCATED ABOUT 1.5 MI. (AIRLINE) S. OF CHIMAYO, NEW MEXICO,
 FN0739'AND ABOUT 1.0 MI. (AIRLINE) N. OF SANTA CRUZ LAKE.  ON A HIGH BARE
 FN0739'SPARSELY TIMBERED TOP.
 FN0739'
 FN0739'TO REACH FROM Y-JUNCTION AT THE E. SIDE OF CHIMAYO, NEW MEXICO, GO
 FN0739'LEFT NE. ALONG RD. TO TRUCHAS, NEW MEXICO, 1.78 MI. TO A SIGN --SANTA
 FN0739'CRUZ LAKE--, TURN RIGHT S. ON SANTA CRUZ LAKE 1.11 MI. TO TOP OF
 FN0739'RIDGE AND A DIM RD. W., TURN RIGHT W. ON DIM RD. AND GO ABOUT 0.7 MI.
 FN0739'TO A DEEP ARROYO AND END OF TRUCK TRAVEL.  PACK W. THRU ARROYO AND UP
 FN0739'SLOPE TO STATION SITE.
 FN0739'
 FN0739'RECOVERED IN GOOD CONDITION BY USGS IN 1956.
 FN0739'
 FN0739'STATION MARK--STANDARD BRONZE TABLET CEMENTED IN SOLID ROCK OUTCROP,
 FN0739'STAMPED---LAKE 1952---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0964 ***********************************************************************
 CW0964  DESIGNATION -  LAKE ARTHUR
 CW0964  PID         -  CW0964
 CW0964  STATE/COUNTY-  NM/EDDY
 CW0964  USGS QUAD   -  ESPUELA (1975)
 CW0964
 CW0964                         *CURRENT SURVEY CONTROL
 CW0964  ___________________________________________________________________
 CW0964* NAD 83(1992)-  32 54 58.15362(N)    104 29 29.75883(W)     ADJUSTED  
 CW0964* NAVD 88     -      1074.     (meters)    3524.     (feet)  SCALED    
 CW0964  ___________________________________________________________________
 CW0964  LAPLACE CORR-          -1.84  (seconds)                    DEFLEC99
 CW0964  GEOID HEIGHT-         -23.06  (meters)                     GEOID03
 CW0964
 CW0964  HORZ ORDER  -  THIRD
 CW0964
 CW0964.The horizontal coordinates were established by classical geodetic methods
 CW0964.and adjusted by the National Geodetic Survey in December 1993..
 CW0964
 CW0964.The orthometric height was scaled from a topographic map.
 CW0964
 CW0964.The Laplace correction was computed from DEFLEC99 derived deflections.
 CW0964
 CW0964.The geoid height was determined by GEOID03.
 CW0964
 CW0964;                    North         East     Units Scale Factor Converg.
 CW0964;SPC NM E     -   212,466.657   150,196.866   MT  0.99991179   -0 05 09.6
 CW0964;SPC NM E     -   697,067.69    492,770.88   sFT  0.99991179   -0 05 09.6
 CW0964;UTM  13      - 3,642,106.418   547,537.768   MT  0.99962786   +0 16 34.6
 CW0964
 CW0964!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CW0964!SPC NM E     -   0.99983495  x   0.99991179  =   0.99974676
 CW0964!UTM  13      -   0.99983495  x   0.99962786  =   0.99946287
 CW0964
 CW0964                          SUPERSEDED SURVEY CONTROL
 CW0964
 CW0964  NAD 83(1986)-  32 54 58.15771(N)    104 29 29.74869(W) AD(       ) 3
 CW0964
 CW0964.Superseded values are not recommended for survey control.
 CW0964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0964.See file dsdata.txt to determine how the superseded data were derived.
 CW0964
 CW0964_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES4753842106(NAD 83)
 CW0964_MARKER: DB = BENCH MARK DISK
 CW0964_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CW0964_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CW0964_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CW0964+STABILITY: SURFACE MOTION
 CW0964_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CW0964+SATELLITE: SATELLITE OBSERVATIONS - April 22, 2006
 CW0964
 CW0964  HISTORY     - Date     Condition        Report By
 CW0964  HISTORY     - 1948     MONUMENTED       USGS
 CW0964  HISTORY     - 20060422 GOOD             INDIV
 CW0964
 CW0964                          STATION DESCRIPTION
 CW0964
 CW0964'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 CW0964'STATION IS LOCATED 5.0 MI. S. AND 7.0 MI. W. OF LAKE ARTHUR, NEW
 CW0964'MEXICO, SEC. 16, T 16 S, R 25 E, ABOUT 150 FT. N. OF S. LINE AND
 CW0964'2475 FT. E. OF W. LINE, ON HIGHEST POINT OF ROUND LOW GRASS COVERED
 CW0964'HILL.  USGS BENCH MARK STAMPED---LAKE ARTHUR 1948---, CEMENTED IN
 CW0964'TOP OF ROUND CONCRETE POST.
 CW0964'
 CW0964'TO REACH STATION FROM DEPOT IN LAKE ARTHUR FOLLOW U.S. HIGHWAY 285,
 CW0964'SW. FOR 4.9 MI. TO JUNCTION OF GRADED RD. W. AT ESPUELA, NEW MEXICO,
 CW0964'TURN W. AND FOLLOW SECTION LINE RD. FOR 5.67 MI. TO CATTLEGUARD AND
 CW0964'RD. FORKS, PASS THROUGH CATTLEGUARD AND TAKE RD. LEADING SW., FOLLOW
 CW0964'THIS RD. 1/2 MI. PAST A LONG WINDMILL, CONTINUE ON RD. S. FOR ABOUT
 CW0964'1/2 MI. TO ABOUT 500 FT. N. OF SMALL WASH.  LEAVE RD. AND DRIVE W.
 CW0964'FOR ABOUT 1100 FT. TO TOP OF LOW ROUND HILL AND STATION.
 CW0964'
 CW0964'STATION MARK--USGS BENCH MARK TABLET STAMPED---LAKE ARTHUR 1948---,
 CW0964'CEMENTED IN TOP OF ROUND CONCRETE POST.
 CW0964'
 CW0964'UNDERGROUND MARK--EMPTY 1/5 FOUR ROSES WHISKEY BOTTLE CENTERED UNDER
 CW0964'TABLET AND SET IN BEDROCK.
 CW0964'
 CW0964'REFERENCE MARK NO. 1--A STEEL ROD DRIVEN TO BEDROCK AND SURROUNDED
 CW0964'WITH ROCK AND DIRT CAIRN 2 FT. HIGH W. FROM STATION 26.826 FT. IN
 CW0964'
 CW0964'REFERENCE MARK NO. 2--A STEEL ROD DRIVEN TO BEDROCK AND SURROUNDED
 CW0964'BY A SMALL ROCK AND DIRT CAIRN N. FROM STATION 44.900 FT. IN TRUE
 CW0964
 CW0964                          STATION RECOVERY (2006)
 CW0964
 CW0964'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (RCA)
 CW0964'WE HAVE 3 HOURS OF DUAL FREQUENCY TRIMBLE DATA ON THIS MONUMENT IF YOU
 CW0964'ARE INTERESTED.  432-687-0865
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0727 ***********************************************************************
 FN0727  DESIGNATION -  LAKE PEAK RM
 FN0727  PID         -  FN0727
 FN0727  STATE/COUNTY-  NM/SANTA FE
 FN0727  USGS QUAD   -  ASPEN BASIN (1977)
 FN0727
 FN0727                         *CURRENT SURVEY CONTROL
 FN0727  ___________________________________________________________________
 FN0727* NAD 83(1992)-  35 47 46.76133(N)    105 46 16.70918(W)     ADJUSTED  
 FN0727* NAVD 88     -      3783.6    (meters)   12413.     (feet)  VERTCON   
 FN0727  ___________________________________________________________________
 FN0727  LAPLACE CORR-           6.08  (seconds)                    DEFLEC99
 FN0727  GEOID HEIGHT-         -17.14  (meters)                     GEOID03
 FN0727
 FN0727  HORZ ORDER  -  SECOND
 FN0727
 FN0727.The horizontal coordinates were established by classical geodetic methods
 FN0727.and adjusted by the National Geodetic Survey in December 1993..
 FN0727
 FN0727.The NAVD 88 height was computed by applying the VERTCON shift value to
 FN0727.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FN0727
 FN0727.The Laplace correction was computed from DEFLEC99 derived deflections.
 FN0727
 FN0727.The geoid height was determined by GEOID03.
 FN0727
 FN0727;                    North         East     Units Scale Factor Converg.
 FN0727;SPC NM C     -   532,021.412   543,267.169   MT  0.99992306   +0 16 48.0
 FN0727;SPC NM C     - 1,745,473.58  1,782,369.04   sFT  0.99992306   +0 16 48.0
 FN0727;SPC NM E     -   532,874.660    35,021.793   MT  1.00011721   -0 50 28.3
 FN0727;SPC NM E     - 1,748,272.95    114,900.67   sFT  1.00011721   -0 50 28.3
 FN0727;UTM  13      - 3,961,632.432   430,304.850   MT  0.99965985   -0 27 04.2
 FN0727
 FN0727!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FN0727!SPC NM C     -   0.99940920  x   0.99992306  =   0.99933230
 FN0727!SPC NM E     -   0.99940920  x   1.00011721  =   0.99952634
 FN0727!UTM  13      -   0.99940920  x   0.99965985  =   0.99906925
 FN0727
 FN0727                          SUPERSEDED SURVEY CONTROL
 FN0727
 FN0727  NAD 83(1986)-  35 47 46.76534(N)    105 46 16.71284(W) AD(       ) 2
 FN0727  NAD 27      -  35 47 46.66040(N)    105 46 14.64620(W) AD(       ) 2
 FN0727  NGVD 29 (04/06/92) 3782.2    (m)        12409.     (f) VERT ANG       
 FN0727
 FN0727.Superseded values are not recommended for survey control.
 FN0727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0727.See file dsdata.txt to determine how the superseded data were derived.
 FN0727
 FN0727_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV3030561632(NAD 83)
 FN0727_MARKER: DB = BENCH MARK DISK
 FN0727_SETTING: 80 = SET IN A BOULDER
 FN0727_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 FN0727_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FN0727
 FN0727  HISTORY     - Date     Condition        Report By
 FN0727  HISTORY     - 1954     MONUMENTED       USGS
 FN0727  HISTORY     - 1954     GOOD             CGS
 FN0727
 FN0727                          STATION DESCRIPTION
 FN0727
 FN0727'DESCRIBED BY US GEOLOGICAL SURVEY 1954 (WRH)
 FN0727'THE STATION IS LOCATED ABOUT 22 MILES AIRLINE SOUTHEAST OF
 FN0727'ESPANOLA, 17 MILES AIRLINE NORTH NORTHWEST OF PECOS, AND 13
 FN0727'MILES AIRLINE NORTHEAST OF SANTA FE, ON THE HIGHEST PART
 FN0727'OF A SHARP ROCKY PEAK KNOWN AS LAKE PEAK.
 FN0727'
 FN0727'THE MARK IS A STANDARD U.S.G.S. BENCH MARK STAMPED LAKE PEAK
 FN0727'12408 VA BM 1952, CEMENTED IN A DRILL HOLE IN A 10 X 18 INCH
 FN0727'BOULDER THAT PROJECTS ABOUT 8 INCHES.  IT IS 11.911 FEET OR 3.631
 FN0727'METERS NORTH NORTHWEST OF TRIANGULATION STATION LAKE.  THE
 FN0727'CENTER OF THE MARK WAS INTERSECTED.
 FN0727
 FN0727                          STATION RECOVERY (1954)
 FN0727
 FN0727'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954
 FN0727'STATION IS LOCATED ABOUT 8 MI. N. AND 10 MI. E. OF SANTA FE ON A
 FN0727'PROMINENT, SHARP AND ROCKY PEAK.
 FN0727'
 FN0727'TO REACH STATION FROM THE FEDERAL BUILDING IN SANTA FE, PROCEED NE.
 FN0727'ON SKI BASIN RD. FOR 17 MI. TO SKI BASIN AND SIERRA LODGE, TAKE SKI
 FN0727'BASIN JEEP SERVICE RD. FOR 1 MI. TO TOP OF CHAIR LIFT, END OF TRACK
 FN0727'TRAVEL.  FOLLOW TRAIL AND RIDGE IN A NE. DIRECTION FOR ABOUT 1.5 MI.
 FN0727'TO HIGHEST POINT AND STATION.  A ONE HOUR PACK.
 FN0727'
 FN0727'RECOVERED BY NGS IN 1954.  DESCRIPTION AND POSITION LISTED IN NGS
 FN0727'QUAD 35105-4, STATION 1012.
 FN0727'
 FN0727'STATION MARK--STANDARD TABLET CEMENTED IN ROCK, PROJECTING ABOUT
 FN0727'8 IN. ABOVE THE GROUND, AND STAMPED---LAKE PEAK VABM 12 408 1952---.
 FN0727'
 FN0727'REFERENCE MARK--A STANDARD REFERENCE TABLET CEMENTED IN ROCK,
 FN0727'PROJECTING ABOUT 6 IN. ABOVE THE GROUND, 10.00 FT. FROM STATION IN
 FN0727'TRUE AZIMUTH 266 DEGREES 30 MINUTES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0729 ***********************************************************************
 FN0729  DESIGNATION -  LAKE PEAK RM
 FN0729  PID         -  FN0729
 FN0729  STATE/COUNTY-  NM/SANTA FE
 FN0729  USGS QUAD   -  ASPEN BASIN (1977)
 FN0729
 FN0729                         *CURRENT SURVEY CONTROL
 FN0729  ___________________________________________________________________
 FN0729* NAD 83(1992)-  35 47 46.76718(N)    105 46 16.58865(W)     ADJUSTED  
 FN0729* NAVD 88     -      3783.     (meters)   12411.     (feet)  SCALED    
 FN0729  ___________________________________________________________________
 FN0729  LAPLACE CORR-           6.06  (seconds)                    DEFLEC99
 FN0729  GEOID HEIGHT-         -17.14  (meters)                     GEOID03
 FN0729
 FN0729  HORZ ORDER  -  SECOND
 FN0729
 FN0729.The horizontal coordinates were established by classical geodetic methods
 FN0729.and adjusted by the National Geodetic Survey in December 1993..
 FN0729
 FN0729.The orthometric height was scaled from a topographic map.
 FN0729
 FN0729.The Laplace correction was computed from DEFLEC99 derived deflections.
 FN0729
 FN0729.The geoid height was determined by GEOID03.
 FN0729
 FN0729;                    North         East     Units Scale Factor Converg.
 FN0729;SPC NM C     -   532,021.607   543,270.195   MT  0.99992306   +0 16 48.0
 FN0729;SPC NM C     - 1,745,474.22  1,782,378.96   sFT  0.99992306   +0 16 48.0
 FN0729;SPC NM E     -   532,874.796    35,024.822   MT  1.00011720   -0 50 28.2
 FN0729;SPC NM E     - 1,748,273.39    114,910.60   sFT  1.00011720   -0 50 28.2
 FN0729;UTM  13      - 3,961,632.589   430,307.877   MT  0.99965985   -0 27 04.1
 FN0729
 FN0729!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FN0729!SPC NM C     -   0.99940923  x   0.99992306  =   0.99933233
 FN0729!SPC NM E     -   0.99940923  x   1.00011720  =   0.99952636
 FN0729!UTM  13      -   0.99940923  x   0.99965985  =   0.99906928
 FN0729
 FN0729                          SUPERSEDED SURVEY CONTROL
 FN0729
 FN0729  NAD 83(1986)-  35 47 46.77120(N)    105 46 16.59230(W) AD(       ) 2
 FN0729  NAD 27      -  35 47 46.66630(N)    105 46 14.52570(W) AD(       ) 2
 FN0729
 FN0729.Superseded values are not recommended for survey control.
 FN0729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0729.See file dsdata.txt to determine how the superseded data were derived.
 FN0729
 FN0729_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV3030861633(NAD 83)
 FN0729_MARKER: DR = REFERENCE MARK DISK
 FN0729_SETTING: 80 = SET IN A BOULDER
 FN0729_SP_SET: SET IN DRILL HOLE IN A BOULDER
 FN0729_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FN0729+STABILITY: SURFACE MOTION
 FN0729
 FN0729  HISTORY     - Date     Condition        Report By
 FN0729  HISTORY     - 1954     MONUMENTED       USGS
 FN0729
 FN0729                          STATION DESCRIPTION
 FN0729
 FN0729'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 FN0729'STATION LAKE IS LOCATED ON THE HIGHEST POINT OF A SHARP ROCKY
 FN0729'PEAK KNOWN AS LAKE PEAK.  IT IS ABOUT 13 MILES AIRLINE NORTHEAST
 FN0729'OF SANTA FE, 17 MILES AIRLINE NORTH-NORTHWEST OF PECOS, AND
 FN0729'22 MILES AIRLINE SOUTHEAST OF ESPANOLA.
 FN0729'
 FN0729'USGS R.M. IS A STANDARD USGS REFERENCE MARK DISK, UNSTAMPED, CEMENTED
 FN0729'IN A DRILL HOLE IN A 1-FOOT BOULDER THAT PROJECTS 1 FOOT.  IT
 FN0729'IS ABOUT 6 INCHES HIGHER THAN THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0143 ***********************************************************************
 DR0143  DESIGNATION -  LAKE RM 1
 DR0143  PID         -  DR0143
 DR0143  STATE/COUNTY-  NM/CHAVES
 DR0143  USGS QUAD   -  HAGERMAN (1975)
 DR0143
 DR0143                         *CURRENT SURVEY CONTROL
 DR0143  ___________________________________________________________________
 DR0143* NAD 83(1986)-  33 00 21.     (N)    104 21 59.     (W)     SCALED    
 DR0143* NAVD 88     -      1036.765  (meters)    3401.45   (feet)  ADJUSTED  
 DR0143  ___________________________________________________________________
 DR0143  GEOID HEIGHT-         -23.11  (meters)                     GEOID03
 DR0143  DYNAMIC HT  -        1035.341 (meters)    3396.78  (feet)  COMP
 DR0143  MODELED GRAV-     979,228.9   (mgal)                       NAVD 88
 DR0143
 DR0143  VERT ORDER  -  FIRST     CLASS II
 DR0143
 DR0143.The horizontal coordinates were scaled from a topographic map and have
 DR0143.an estimated accuracy of +/- 6 seconds.
 DR0143
 DR0143.The orthometric height was determined by differential leveling
 DR0143.and adjusted by the National Geodetic Survey in June 1991..
 DR0143
 DR0143.The geoid height was determined by GEOID03.
 DR0143
 DR0143.The dynamic height is computed by dividing the NAVD 88
 DR0143.geopotential number by the normal gravity value computed on the
 DR0143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0143.degrees latitude (g = 980.6199 gals.).
 DR0143
 DR0143.The modeled gravity was interpolated from observed gravity values.
 DR0143
 DR0143;                    North         East    Units  Estimated Accuracy
 DR0143;SPC NM E     -   222,400.      161,910.      MT  (+/- 180 meters Scaled)
 DR0143
 DR0143                          SUPERSEDED SURVEY CONTROL
 DR0143
 DR0143.No superseded survey control is available for this station.
 DR0143
 DR0143_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES591521(NAD 83)
 DR0143_MARKER: DR = REFERENCE MARK DISK
 DR0143_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR0143_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DR0143_STAMPING: LAKE NO 1 1961
 DR0143_MARK LOGO: CGS   
 DR0143_PROJECTION: PROJECTING 5 CENTIMETERS
 DR0143_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR0143+STABILITY: SURFACE MOTION
 DR0143
 DR0143  HISTORY     - Date     Condition        Report By
 DR0143  HISTORY     - 1961     MONUMENTED       CGS
 DR0143  HISTORY     - 1982     GOOD             NGS
 DR0143
 DR0143                          STATION DESCRIPTION
 DR0143
 DR0143'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 DR0143'0.6 MI N FROM LAKE ARTHUR.
 DR0143'0.4 MILE NORTH ALONG A PAVED STREET FROM THE POST OFFICE AT LAKE
 DR0143'ARTHUR, THENCE 0.1 MILE WEST ALONG A PAVED ROAD, THENCE 0.1 MILE NORTH
 DR0143'ALONG RAILROAD TRACKS, 85.9 FEET NORTHEAST OF A TRIANGULATION STATION,
 DR0143'22 FEET EAST OF THE CENTER OF A TRACK ROAD, SET IN TOP OF A SQUARE
 DR0143'CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 DR0143
 DR0143                          STATION RECOVERY (1982)
 DR0143
 DR0143'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 DR0143'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  17.9 KM (11.1
 DR0143'MI) NORTHERLY ALONG THE SANTA FE RAILROAD FROM THE RAILROAD STATION IN
 DR0143'ARTESIA, 0.2 KM (0.1 MI) NORTH OF THE JUNCTION OF STATE HIGHWAY 507,
 DR0143'43.0 METERS (141.1 FT) NORTH OF REFERENCE MARK 2 AND 29.3 METERS (96.1
 DR0143'FT) EAST OF THE NEAR RAIL.
 DR0143'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST AND FENCE
 DR0143'THE MARK IS 0.3 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0144 ***********************************************************************
 DR0144  DESIGNATION -  LAKE RM 2
 DR0144  PID         -  DR0144
 DR0144  STATE/COUNTY-  NM/CHAVES
 DR0144  USGS QUAD   -  HAGERMAN (1975)
 DR0144
 DR0144                         *CURRENT SURVEY CONTROL
 DR0144  ___________________________________________________________________
 DR0144* NAD 83(1986)-  33 00 22.     (N)    104 21 59.     (W)     SCALED    
 DR0144* NAVD 88     -      1036.996  (meters)    3402.21   (feet)  ADJUSTED  
 DR0144  ___________________________________________________________________
 DR0144  GEOID HEIGHT-         -23.11  (meters)                     GEOID03
 DR0144  DYNAMIC HT  -        1035.572 (meters)    3397.54  (feet)  COMP
 DR0144  MODELED GRAV-     979,228.9   (mgal)                       NAVD 88
 DR0144
 DR0144  VERT ORDER  -  FIRST     CLASS II
 DR0144
 DR0144.The horizontal coordinates were scaled from a topographic map and have
 DR0144.an estimated accuracy of +/- 6 seconds.
 DR0144
 DR0144.The orthometric height was determined by differential leveling
 DR0144.and adjusted by the National Geodetic Survey in June 1991..
 DR0144
 DR0144.The geoid height was determined by GEOID03.
 DR0144
 DR0144.The dynamic height is computed by dividing the NAVD 88
 DR0144.geopotential number by the normal gravity value computed on the
 DR0144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR0144.degrees latitude (g = 980.6199 gals.).
 DR0144
 DR0144.The modeled gravity was interpolated from observed gravity values.
 DR0144
 DR0144;                    North         East    Units  Estimated Accuracy
 DR0144;SPC NM E     -   222,430.      161,910.      MT  (+/- 180 meters Scaled)
 DR0144
 DR0144                          SUPERSEDED SURVEY CONTROL
 DR0144
 DR0144.No superseded survey control is available for this station.
 DR0144
 DR0144_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES591521(NAD 83)
 DR0144_MARKER: DR = REFERENCE MARK DISK
 DR0144_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR0144_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DR0144_STAMPING: LAKE NO 2 1961
 DR0144_MARK LOGO: CGS   
 DR0144_PROJECTION: PROJECTING 5 CENTIMETERS
 DR0144_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR0144+STABILITY: SURFACE MOTION
 DR0144
 DR0144  HISTORY     - Date     Condition        Report By
 DR0144  HISTORY     - 1961     MONUMENTED       CGS
 DR0144  HISTORY     - 1982     GOOD             NGS
 DR0144
 DR0144                          STATION DESCRIPTION
 DR0144
 DR0144'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 DR0144'0.6 MI N FROM LAKE ARTHUR.
 DR0144'0.4 MILE NORTH ALONG A PAVED STREET FROM THE POST OFFICE AT LAKE
 DR0144'ARTHUR, THENCE 0.1 MILE WEST ALONG A PAVED ROAD, THENCE 0.1 MILE NORTH
 DR0144'ALONG RAILROAD TRACKS, 65.6 FEET SOUTHEAST OF A TRIANGULATION STATION,
 DR0144'10 FEET SOUTH OF A TELEPHONE POLE, 1 FOOT WEST OF A FENCE, SET IN TOP
 DR0144'OF A SQUARE CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 DR0144
 DR0144                          STATION RECOVERY (1982)
 DR0144
 DR0144'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 DR0144'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  17.9 KM (11.1
 DR0144'MI) NORTHERLY ALONG THE SANTA FE RAILROAD FROM THE RAILROAD STATION IN
 DR0144'ARTESIA, 0.2 KM (0.1 MI) NORTH OF THE JUNCTION OF STATE HIGHWAY 507,
 DR0144'43.0 METERS (141.1 FT) SOUTH OF REFERENCE MARK 1 AND 29.2 METERS (95.8
 DR0144'FT) EAST OF THE NEAR RAIL.
 DR0144'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST AND FENCE
 DR0144'THE MARK IS 0.3 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1917 ***********************************************************************
 CX1917  DESIGNATION -  LAKE VALLEY
 CX1917  PID         -  CX1917
 CX1917  STATE/COUNTY-  NM/SIERRA
 CX1917  USGS QUAD   -  LAKE VALLEY (1989)
 CX1917
 CX1917                         *CURRENT SURVEY CONTROL
 CX1917  ___________________________________________________________________
 CX1917* NAD 83(1992)-  32 44 56.76824(N)    107 30 23.92928(W)     ADJUSTED  
 CX1917* NAVD 88     -      1578.6    (meters)    5179.     (feet)  VERTCON   
 CX1917  ___________________________________________________________________
 CX1917  LAPLACE CORR-          -2.76  (seconds)                    DEFLEC99
 CX1917  GEOID HEIGHT-         -23.53  (meters)                     GEOID03
 CX1917
 CX1917  HORZ ORDER  -  THIRD
 CX1917  VERT ORDER  -  THIRD ? (See Below)
 CX1917
 CX1917.The horizontal coordinates were established by classical geodetic methods
 CX1917.and adjusted by the National Geodetic Survey in December 1993..
 CX1917
 CX1917.The NAVD 88 height was computed by applying the VERTCON shift value to
 CX1917.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CX1917.The vertical order pertains to the NGVD 29 superseded value.
 CX1917
 CX1917.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1917
 CX1917.The geoid height was determined by GEOID03.
 CX1917
 CX1917;                    North         East     Units Scale Factor Converg.
 CX1917;SPC NM W     -   193,979.655   860,613.520   MT  0.99992822   +0 10 36.2
 CX1917;SPC NM W     -   636,414.92  2,823,529.52   sFT  0.99992822   +0 10 36.2
 CX1917;UTM  13      - 3,626,253.124   265,147.667   MT  1.00028015   -1 21 23.8
 CX1917
 CX1917!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1917!SPC NM W     -   0.99975591  x   0.99992822  =   0.99968415
 CX1917!UTM  13      -   0.99975591  x   1.00028015  =   1.00003599
 CX1917
 CX1917:                Primary Azimuth Mark                     Grid Az
 CX1917:SPC NM W     -  BERENDA                                  278 48 12.5
 CX1917:UTM  13      -  BERENDA                                  280 20 12.5
 CX1917
 CX1917|---------------------------------------------------------------------|
 CX1917| PID    Reference Object                     Distance      Geod. Az  |
 CX1917|                                                           dddmmss.s |
 CX1917| CX1916 BERENDA                             APPROX. 9.3 KM 2785848.7 |
 CX1917|---------------------------------------------------------------------|
 CX1917
 CX1917                          SUPERSEDED SURVEY CONTROL
 CX1917
 CX1917  NAD 83(1986)-  32 44 56.77235(N)    107 30 23.93391(W) AD(       ) 3
 CX1917  NAD 27      -  32 44 56.49127(N)    107 30 21.84063(W) AD(       ) 3
 CX1917  NGVD 29 (07/19/86) 1577.8    (m)         5176.     (f) LEVELING    3  
 CX1917
 CX1917.Superseded values are not recommended for survey control.
 CX1917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1917.See file dsdata.txt to determine how the superseded data were derived.
 CX1917
 CX1917_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBS6514826253(NAD 83)
 CX1917
 CX1917  HISTORY     - Date     Condition        Report By
 CX1917  HISTORY     - 1934     MONUMENTED       USGS
 CX1917  HISTORY     - 1960     GOOD             USGS
 CX1917
 CX1917                          STATION DESCRIPTION
 CX1917
 CX1917'DESCRIBED BY US GEOLOGICAL SURVEY 1960 (CWL)
 CX1917'ON A LOW, ISOLATED HILL 4.1 MI. FROM LAKE VALLEY, NEW MEXICO, ON THE
 CX1917'LAKE VALLEY TO ARREY ROAD.  STATION IS ON HIGHEST POINT OF HILL.
 CX1917'
 CX1917'RECOVERED AND CONVERTED FROM A SECONDARY TO
 CX1917'A PRIMARY STATION.  DESCRIPTION REVISED AS FOLLOWS
 CX1917'
 CX1917'TO REACH FROM LAKE VALLEY, GO N. 4.1 MI. ON STATE HIGHWAY 27 TO THE
 CX1917'LAKE VALLEY CATTLE CO. RANCH HEADQUARTERS, TURN RIGHT AND FOLLOW THE
 CX1917'RANCH RD. 1.1 MI. TO A Y-RD. JUNCTION, TAKE THE RIGHT FORK, GO 0.4
 CX1917'MI. PASS A SMALL LAKE TO A Y-RD. JUNCTION, TAKE THE LEFT FORK 1.3
 CX1917'MI. TO A Y-RD. JUNCTION, THE STATION IS ON THE HIGHEST POINT OF THE
 CX1917'HILL LOCATED E. OF THIS RD. JUNCTION.
 CX1917'
 CX1917'STATION MARK--STANDARD TABLET CEMENTED IN ROCK IN PLACE, AND STAMPED
 CX1917'---D 1934 LAKE VALLEY---.
 CX1917'
 CX1917'NO MENTION OF REFERENCE MARKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0926 ***********************************************************************
 CY0926  DESIGNATION -  LAMP
 CY0926  PID         -  CY0926
 CY0926  STATE/COUNTY-  NM/GRANT
 CY0926  USGS QUAD   -  HURLEY EAST (1992)
 CY0926
 CY0926                         *CURRENT SURVEY CONTROL
 CY0926  ___________________________________________________________________
 CY0926* NAD 83(1992)-  32 41 41.78884(N)    108 01 44.31340(W)     ADJUSTED  
 CY0926* NAVD 88     -      1909.0    (meters)    6263.     (feet)  VERTCON   
 CY0926  ___________________________________________________________________
 CY0926  LAPLACE CORR-           1.95  (seconds)                    DEFLEC99
 CY0926  GEOID HEIGHT-         -23.61  (meters)                     GEOID03
 CY0926
 CY0926  HORZ ORDER  -  THIRD
 CY0926
 CY0926.The horizontal coordinates were established by classical geodetic methods
 CY0926.and adjusted by the National Geodetic Survey in December 1993..
 CY0926
 CY0926.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0926.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0926
 CY0926.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY0926
 CY0926.The geoid height was determined by GEOID03.
 CY0926
 CY0926;                    North         East     Units Scale Factor Converg.
 CY0926;SPC NM W     -   187,943.438   811,655.424   MT  0.99992081   -0 06 20.4
 CY0926;SPC NM W     -   616,611.10  2,662,906.17   sFT  0.99992081   -0 06 20.4
 CY0926;UTM  12      - 3,621,372.064   778,544.226   MT  1.00055682   +1 36 21.2
 CY0926;UTM  13      - 3,621,525.933   216,020.473   MT  1.00059453   -1 38 14.1
 CY0926
 CY0926!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY0926!SPC NM W     -   0.99970408  x   0.99992081  =   0.99962491
 CY0926!UTM  12      -   0.99970408  x   1.00055682  =   1.00026073
 CY0926!UTM  13      -   0.99970408  x   1.00059453  =   1.00029843
 CY0926
 CY0926                          SUPERSEDED SURVEY CONTROL
 CY0926
 CY0926  NAD 83(1986)-  32 41 41.78687(N)    108 01 44.31339(W) AD(       ) 3
 CY0926  NAD 27      -  32 41 41.50407(N)    108 01 42.17175(W) AD(       ) 3
 CY0926  NGVD 29 (07/19/86) 1908.1    (m)         6260.     (f) VERT ANG       
 CY0926
 CY0926.Superseded values are not recommended for survey control.
 CY0926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0926.See file dsdata.txt to determine how the superseded data were derived.
 CY0926
 CY0926_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYB7854421372(NAD 83)
 CY0926_MARKER: DD = SURVEY DISK
 CY0926_SETTING: 66 = SET IN ROCK OUTCROP
 CY0926_SP_SET: SET IN BEDROCK
 CY0926_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CY0926+STABILITY: POSITION/ELEVATION WELL
 CY0926
 CY0926  HISTORY     - Date     Condition        Report By
 CY0926  HISTORY     - 1945     MONUMENTED       USGS
 CY0926
 CY0926                          STATION DESCRIPTION
 CY0926
 CY0926'DESCRIBED BY US GEOLOGICAL SURVEY 1945
 CY0926'LOCATED ABOUT 6 MI. (AIRLINE) E. OF HURLEY, ABOUT 0.25 MI. N. OF
 CY0926'SEC. COR. 1, 6, 31, AND 36, TPS. 18 AND 19 S, RS. 11 AND 12 W, AND
 CY0926'ABOUT 0.5 MI. E. OF LAMPBRIGHT DRAW, ON N. END OF CLEAR NE-SW. RIDGE.
 CY0926'A TOP TO SW. ABOUT 500 FT. IS SLIGHTLY LOWER, AN OLD T-FENCE IS ABOUT
 CY0926'300 FT. SW. OF STATION.  STATION IS 35 FT. E. OF W. BLUFF OF TOP.  A
 CY0926'LONE BUSHY CEDAR TREE ON SIDE OF BLUFF IS NE. 161 FT. DISTANT FROM
 CY0926'STATION.
 CY0926'
 CY0926'STATION MARK--STANDARD TABLET, STAMPED ---LAMP 1945---, AND SET IN
 CY0926'BEDROCK, WAS INTERSECTED.
 CY0926'
 CY0926'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0663 ***********************************************************************
 FN0663  DESIGNATION -  LAMY
 FN0663  PID         -  FN0663
 FN0663  STATE/COUNTY-  NM/SANTA FE
 FN0663  USGS QUAD   -  GALISTEO (1966)
 FN0663
 FN0663                         *CURRENT SURVEY CONTROL
 FN0663  ___________________________________________________________________
 FN0663* NAD 83(1992)-  35 28 14.09108(N)    105 53 09.82133(W)     ADJUSTED  
 FN0663* NAVD 88     -      2094.2    (meters)    6871.     (feet)  GPS OBS   
 FN0663  ___________________________________________________________________
 FN0663  X           -  -1,423,917.633 (meters)                     COMP
 FN0663  Y           -  -5,003,321.009 (meters)                     COMP
 FN0663  Z           -   3,681,714.383 (meters)                     COMP
 FN0663  LAPLACE CORR-           5.72  (seconds)                    DEFLEC99
 FN0663  ELLIP HEIGHT-        2075.18  (meters)          (09/28/01) GPS OBS
 FN0663  GEOID HEIGHT-         -18.85  (meters)                     GEOID03
 FN0663
 FN0663  HORZ ORDER  -  FIRST
 FN0663  ELLP ORDER  -  FOURTH    CLASS I
 FN0663
 FN0663.The horizontal coordinates were established by GPS observations
 FN0663.and adjusted by the National Geodetic Survey in March 1994..
 FN0663
 FN0663.The orthometric height was determined by GPS observations and a
 FN0663.high-resolution geoid model.
 FN0663
 FN0663.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FN0663
 FN0663.The Laplace correction was computed from DEFLEC99 derived deflections.
 FN0663
 FN0663.The ellipsoidal height was determined by GPS observations
 FN0663.and is referenced to NAD 83.
 FN0663
 FN0663.The geoid height was determined by GEOID03.
 FN0663
 FN0663;                    North         East     Units Scale Factor Converg.
 FN0663;SPC NM C     -   495,838.409   533,028.726   MT  0.99991344   +0 12 40.3
 FN0663;SPC NM C     - 1,626,763.18  1,748,778.41   sFT  0.99991344   +0 12 40.3
 FN0663;UTM  13      - 3,925,591.447   419,609.992   MT  0.99967964   -0 30 51.1
 FN0663
 FN0663!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FN0663!SPC NM C     -   0.99967439  x   0.99991344  =   0.99958786
 FN0663!UTM  13      -   0.99967439  x   0.99967964  =   0.99935413
 FN0663
 FN0663:                Primary Azimuth Mark                     Grid Az
 FN0663:SPC NM C     -  VARGAS                                   349 27 36.3
 FN0663:UTM  13      -  VARGAS                                   350 11 07.7
 FN0663
 FN0663|---------------------------------------------------------------------|
 FN0663| PID    Reference Object                     Distance      Geod. Az  |
 FN0663|                                                           dddmmss.s |
 FN0663| FN0698 VARGAS                              APPROX.12.2 KM 3494016.6 |
 FN0663|---------------------------------------------------------------------|
 FN0663
 FN0663                          SUPERSEDED SURVEY CONTROL
 FN0663
 FN0663  ELLIP H (03/21/94) 2075.23   (m)                       GP(       ) 3 1
 FN0663  NAD 83(1992)-  35 28 14.08697(N)    105 53 09.82454(W) AD(       ) 3
 FN0663  NAD 83(1986)-  35 28 14.09361(N)    105 53 09.83209(W) AD(       ) 3
 FN0663  NAD 27      -  35 28 13.96803(N)    105 53 07.77255(W) AD(       ) 3
 FN0663  NGVD 29 (07/19/86) 2092.8    (m)         6866.     (f) VERT ANG       
 FN0663
 FN0663.Superseded values are not recommended for survey control.
 FN0663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0663.See file dsdata.txt to determine how the superseded data were derived.
 FN0663
 FN0663_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV1961025591(NAD 83)
 FN0663_MARKER: DD = SURVEY DISK
 FN0663_SETTING: 66 = SET IN ROCK OUTCROP
 FN0663_SP_SET: ROCK LEDGE
 FN0663_STAMPING: LAMY 1951
 FN0663_MARK LOGO: USGS  
 FN0663_MAGNETIC: O = OTHER; SEE DESCRIPTION
 FN0663_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FN0663+STABILITY: POSITION/ELEVATION WELL
 FN0663_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FN0663+SATELLITE: SATELLITE OBSERVATIONS - July 09, 1992
 FN0663
 FN0663  HISTORY     - Date     Condition        Report By
 FN0663  HISTORY     - 1951     MONUMENTED       USGS
 FN0663  HISTORY     - 1951     GOOD             USGS
 FN0663  HISTORY     - 1952     GOOD             USGS
 FN0663  HISTORY     - 19920709 GOOD             BOHAN
 FN0663
 FN0663                          STATION DESCRIPTION
 FN0663
 FN0663'DESCRIBED BY US GEOLOGICAL SURVEY 1951
 FN0663'STATION IS LOCATED ABOUT 14 MI. S. AND 3 MI. E. OF SANTA FE, NEW
 FN0663'MEXICO, ON ROCKY BUTTE, AND ABOUT 0.5 MI. S. OF LAMY, NEW MEXICO.
 FN0663'
 FN0663'TO REACH STATION FROM LAMY RAILROAD STATION, PROCEED 1.5 MI. WESTERLY
 FN0663'ALONG OILED RD. TO JUNCTION WITH U.S. HIGHWAY 285, GO LEFT ALONG U.S.
 FN0663'HIGHWAY 285 0.8 MI. TO TRAIL EASTERLY, GO 1.0 MI. ALONG TRAIL TO END
 FN0663'OF TRUCK TRAVEL, AT S. SIDE OF BUTTE.  STATION LIES ON HIGHEST POINT
 FN0663'OF BUTTE, 20 FT. N. OF S. RIM, A 20 MINUTE HIKE.
 FN0663'
 FN0663'STATION MARK--STANDARD TABLET, SET IN LEDGE ROCK, FLUSH WITH GROUND,
 FN0663'AND STAMPED ---LAMY 1951---.
 FN0663'
 FN0663'REFERENCE MARK NO. 1--STANDARD REFERENCE TABLET, SET IN TOP OF ROCK
 FN0663'OUTCROP AT RIM OF BUTTE, AND STAMPED ---LAMY NO. 1---, 28.89 FT. FROM
 FN0663'STATION, S 17 DEG 08 MIN W.
 FN0663'
 FN0663'REFERENCE MARK NO. 2--STANDARD REFERENCE TABLET, SET IN LEDGE ROCK,
 FN0663'FLUSH WITH GROUND, AND STAMPED ---LAMY NO. 2---, 20.78 FT. FROM
 FN0663'STATION, N 51 DEG 29 MIN W.
 FN0663
 FN0663                          STATION RECOVERY (1951)
 FN0663
 FN0663'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1951
 FN0663'RECOVERED IN GOOD CONDITION.
 FN0663
 FN0663                          STATION RECOVERY (1952)
 FN0663
 FN0663'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1952
 FN0663'STATION IS LOCATED ABOUT 14 MI. S. AND 3 MI. E. OF SANTA FE,
 FN0663'NEW MEXICO, ON ROCKY BUTTE ABOUT 0.5 MI. S. OF LAMY, NEW MEXICO.
 FN0663'
 FN0663'TO REACH FROM LAMY RAILROAD STATION, PROCEED 1.5 MI. WESTERLY ALONG
 FN0663'OILED RD. TO JUNCTION WITH U.S. HIGHWAY 285, THENCE LEFT ALONG U.S.
 FN0663'HIGHWAY 285 0.8 MI. TO TRAIL EASTERLY, PROCEED 1.0 MI. ALONG TRAIL TO
 FN0663'END OF TRUCK TRAVEL AT S. SIDE OF BUTTE.  STATION LIES ON HIGHEST
 FN0663'POINT OF BUTTE, 20 FT. N. OF S. RIM, A 20 MINUTE HIKE.
 FN0663'
 FN0663'STATION FOUND AS DESCRIBED BY USGS, 1952.
 FN0663'
 FN0663'STATION MARK--STANDARD TABLET SET IN LEDGE ROCK FLUSH WITH GROUND AND
 FN0663'STAMPED---LAMY 1951---.
 FN0663'
 FN0663'REFERENCE MARK NO. 1--STANDARD REFERENCE TABLET SET IN TOP OF ROCK
 FN0663'OUTCROP AT RIM OF BUTTE, DISTANT 28.89 FT.
 FN0663'FROM STATION AND STAMPED---LAMY NO. 1---.
 FN0663'
 FN0663'REFERENCE MARK NO. 2--STANDARD REFERENCE TABLET SET IN LEDGE ROCK
 FN0663'FLUSH WITH GROUND, DISTANT 20.78 FT.
 FN0663'FROM STATION AND STAMPED---LAMY NO. 2---.
 FN0663
 FN0663                          STATION RECOVERY (1992)
 FN0663
 FN0663'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 1992
 FN0663'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS1177 ***********************************************************************
 DS1177  DESIGNATION -  LANA
 DS1177  PID         -  DS1177
 DS1177  STATE/COUNTY-  NM/OTERO
 DS1177  USGS QUAD   -  BITTER CREEK (1981)
 DS1177
 DS1177                         *CURRENT SURVEY CONTROL
 DS1177  ___________________________________________________________________
 DS1177* NAD 83(1992)-  33 08 06.70367(N)    106 09 19.30451(W)     ADJUSTED  
 DS1177* NAVD 88     -      1270.87   (+/-2cm)    4169.5    (feet)  VERTCON   
 DS1177  ___________________________________________________________________
 DS1177  LAPLACE CORR-           5.48  (seconds)                    DEFLEC99
 DS1177  GEOID HEIGHT-         -22.57  (meters)                     GEOID03
 DS1177
 DS1177  HORZ ORDER  -  FIRST
 DS1177  VERT ORDER  -  THIRD ? (See Below)
 DS1177
 DS1177.The horizontal coordinates were established by classical geodetic methods
 DS1177.and adjusted by the National Geodetic Survey in December 1993..
 DS1177
 DS1177.The NAVD 88 height was computed by applying the VERTCON shift value to
 DS1177.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DS1177.The vertical order pertains to the NGVD 29 superseded value.
 DS1177
 DS1177.The Laplace correction was computed from DEFLEC99 derived deflections.
 DS1177
 DS1177.The geoid height was determined by GEOID03.
 DS1177
 DS1177;                    North         East     Units Scale Factor Converg.
 DS1177;SPC NM C     -   236,747.971   508,829.797   MT  0.99990096   +0 03 06.2
 DS1177;SPC NM C     -   776,730.63  1,669,385.76   sFT  0.99990096   +0 03 06.2
 DS1177;UTM  13      - 3,666,868.867   392,232.804   MT  0.99974319   -0 37 53.8
 DS1177
 DS1177!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS1177!SPC NM C     -   0.99980406  x   0.99990096  =   0.99970504
 DS1177!UTM  13      -   0.99980406  x   0.99974319  =   0.99954730
 DS1177
 DS1177|---------------------------------------------------------------------|
 DS1177| PID    Reference Object                     Distance      Geod. Az  |
 DS1177|                                                           dddmmss.s |
 DS1177| CD3095 LANA RM 1                             5.799 METERS 10338     |
 DS1177| CD3096 LANA RM 2                             5.545 METERS 16243     |
 DS1177| DS1172 COWAN 2 RESET                       APPROX. 0.5 KM 2342043.9 |
 DS1177|---------------------------------------------------------------------|
 DS1177
 DS1177                          SUPERSEDED SURVEY CONTROL
 DS1177
 DS1177  NAD 83(1986)-  33 08 06.71094(N)    106 09 19.30729(W) AD(       ) 1
 DS1177  NAD 27      -  33 08 06.41800(N)    106 09 17.32529(W) AD(       ) 1
 DS1177  NGVD 29 (07/19/86) 1270.26   (m)         4167.5    (f) LEVELING    3  
 DS1177
 DS1177.Superseded values are not recommended for survey control.
 DS1177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS1177.See file dsdata.txt to determine how the superseded data were derived.
 DS1177
 DS1177_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS9223366869(NAD 83)
 DS1177_MARKER: DS = TRIANGULATION STATION DISK
 DS1177_SETTING: 0 = UNSPECIFIED SETTING
 DS1177
 DS1177  HISTORY     - Date     Condition        Report By
 DS1177  HISTORY     - 1967     MONUMENTED       CGS
 DS1177
 DS1177                          STATION DESCRIPTION
 DS1177
 DS1177'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (JWC)
 DS1177'THE STATION IS ABOUT 20 MILES NORTH-NORTHWEST OF ALAMOGORDO, 13 MILES
 DS1177'SOUTH-SOUTHWEST OF THREE RIVERS, 9 MILES WEST-NORTHWEST OF TULAROSA
 DS1177'AND AT THE NORTHWEST CORNER OF AN ASTRODOME.
 DS1177'
 DS1177'TO REACH THE STATION FROM THE POST OFFICE IN TULAROSA, GO WESTERLY
 DS1177'ON STATE HIGHWAY 52 FOR 1.25 MILES TO A T-JUNCTION JUST AFTER
 DS1177'CROSSING RAILROAD TRACKS.  TURN RIGHT AND GO NORTH FOR 0.3 MILE TO
 DS1177'WHERE THE MAIN ROAD TURNS TO THE WEST, TURN LEFT AND GO WESTERLY
 DS1177'ON THE MAIN GRAVELED ROAD FOR 6.7 MILES TO A CROSSROADS AND A
 DS1177'GUARD SHACK ON THE LEFT.  TURN RIGHT AND GO NORTH ON A GRAVELED
 DS1177'ROAD FOR 3.85 MILES TO A ROAD ON THE RIGHT AND A SMALL SIGN COWAN.
 DS1177'TURN RIGHT AND GO EAST FOR 0.35 MILE TO TRIANGULATION STATION
 DS1177'COWAN 2 (WSPG) AT AN ASTRODOME ON THE LEFT.  CONTINUE EAST
 DS1177'FOR 0.35 MILE TO ANOTHER ASTRODOME AND THE STATION.
 DS1177'
 DS1177'THE STATION MARK IS A STANDARD DISK, STAMPED LANA 1967, CEMENTED IN
 DS1177'A DRILL HOLE IN THE SOUTHWEST CORNER OF AN 11 FOOT SQUARE CONCRETE
 DS1177'FOUNDATION ADJACENT TO THE CONCRETE FOUNDATION SUPPORTING THE
 DS1177'ASTRODOME.  IT IS 5.4 FEET WEST-NORTHWEST OF THE NORTHWEST CORNER
 DS1177'OF THE ASTRODOME FOUNDATION.
 DS1177'
 DS1177'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED LANA NO 1 1967,
 DS1177'CEMENTED IN A DRILL HOLE IN THE NORTHEAST CORNER OF THE ASTRODOME
 DS1177'FOUNDATION.
 DS1177'
 DS1177'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED LANA NO 2 1967,
 DS1177'CEMENTED IN A DRILL HOLE IN THE SOUTHWEST CORNER OF THE ASTRODOME
 DS1177'FOUNDATION.
 DS1177'
 DS1177'TRIANGULATION STATION COWAN 2 (WSPG) WILL SERVE AS AN AZIMUTH
 DS1177'MARK.
 DS1177'
 DS1177'THE DISTANCE BETWEEN REFERENCE MARKS WAS NOT MEASURED BECAUSE OF
 DS1177'OBSTRUCTIONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1682 ***********************************************************************
 CX1682  DESIGNATION -  LAND
 CX1682  PID         -  CX1682
 CX1682  STATE/COUNTY-  NM/DONA ANA
 CX1682  USGS QUAD   -  BISHOP CAP (1994)
 CX1682
 CX1682                         *CURRENT SURVEY CONTROL
 CX1682  ___________________________________________________________________
 CX1682* NAD 83(1992)-  32 08 53.51846(N)    106 34 53.07790(W)     ADJUSTED  
 CX1682* NAVD 88     -      1282.0    (meters)    4206.     (feet)  VERTCON   
 CX1682  ___________________________________________________________________
 CX1682  LAPLACE CORR-           0.92  (seconds)                    DEFLEC99
 CX1682  GEOID HEIGHT-         -23.62  (meters)                     GEOID03
 CX1682
 CX1682  HORZ ORDER  -  FIRST
 CX1682
 CX1682.The horizontal coordinates were established by classical geodetic methods
 CX1682.and adjusted by the National Geodetic Survey in December 1993..
 CX1682
 CX1682.The NAVD 88 height was computed by applying the VERTCON shift value to
 CX1682.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CX1682
 CX1682.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1682
 CX1682.The geoid height was determined by GEOID03.
 CX1682
 CX1682;                    North         East     Units Scale Factor Converg.
 CX1682;SPC NM C     -   127,347.060   468,737.504   MT  0.99991205   -0 10 34.9
 CX1682;SPC NM C     -   417,804.48  1,537,849.63   sFT  0.99991205   -0 10 34.9
 CX1682;UTM  13      - 3,557,958.049   350,859.808   MT  0.99987431   -0 50 29.9
 CX1682
 CX1682!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1682!SPC NM C     -   0.99980245  x   0.99991205  =   0.99971451
 CX1682!UTM  13      -   0.99980245  x   0.99987431  =   0.99967678
 CX1682
 CX1682|---------------------------------------------------------------------|
 CX1682| PID    Reference Object                     Distance      Geod. Az  |
 CX1682|                                                           dddmmss.s |
 CX1682| CC6813 LAND RM 1                            23.472 METERS 14932     |
 CX1682| CC6814 LAND RM 2                            33.930 METERS 21845     |
 CX1682| CC6812 LAND AZ MK                                         2494642.4 |
 CX1682|---------------------------------------------------------------------|
 CX1682
 CX1682                          SUPERSEDED SURVEY CONTROL
 CX1682
 CX1682  NAD 83(1986)-  32 08 53.52292(N)    106 34 53.07553(W) AD(       ) 1
 CX1682  NAD 27      -  32 08 53.18195(N)    106 34 51.09146(W) AD(       ) 1
 CX1682  NGVD 29 (07/19/86) 1281.5    (m)         4204.     (f) VERT ANG       
 CX1682
 CX1682.Superseded values are not recommended for survey control.
 CX1682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1682.See file dsdata.txt to determine how the superseded data were derived.
 CX1682
 CX1682_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR5086057958(NAD 83)
 CX1682_MARKER: DS = TRIANGULATION STATION DISK
 CX1682_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX1682_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CX1682
 CX1682  HISTORY     - Date     Condition        Report By
 CX1682  HISTORY     - 1969     MONUMENTED       CGS
 CX1682
 CX1682                          STATION DESCRIPTION
 CX1682
 CX1682'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LGB)
 CX1682'THE STATION IS LOCATED ABOUT 11 MILES SOUTHEAST OF LAS CRUCES,
 CX1682'10 MILES NORTH-NORTHEAST OF ANTHONY, 5-1/2 MILES EAST-NORTHEAST OF
 CX1682'VADO, ON THE WEST SIDE OF FORT BLISS MILITARY RESERVATION
 CX1682'BOUNDARY FENCE AND ON PROPERTY OWNED BY MR. LANDERS.
 CX1682'
 CX1682'TO REACH THE STATION FROM THE VADO EXIT, WHICH IS 2 MILES EAST
 CX1682'OF VADO, ON INTERSTATE 10, GO EAST ON BLADED ROAD FOR 0.2 MILE
 CX1682'TO A GATE.  CONTINUE EAST ON THE BLADED ROAD FOR 2.95 MILES TO
 CX1682'A SIDE ROAD LEFT.  (CONTINUE EAST FOR APPROXIMATELY 50-YARDS TO
 CX1682'THE AZIMUTH MARK ON THE RIGHT.)  TURN LEFT AND GO NORTH EAST AND
 CX1682'NORTH ON FIELD ROAD FOR 0.7 MILE TO FORKS.  TAKE RIGHT FORK
 CX1682'AND GO EAST FOR 0.2 MILE TO FORKS.  BEAR RIGHT AND GO
 CX1682'EAST-SOUTHEAST FOR 0.35 MILE TO A Y-FORK.  BEAR RIGHT AND GO
 CX1682'SOUTHERLY ALONG POWER LINE POLES FOR 0.35 MILE TO THE
 CX1682'STATION.
 CX1682'
 CX1682'THE STATION MARK IS A STANDARD DISK, STAMPED LAND 1969, SET IN
 CX1682'THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT IS 18-INCHES
 CX1682'BELOW THE GROUND SURFACE.  IT IS 114 FEET EAST OF THE EAST ONE OF
 CX1682'TWO POWER LINE POLES, 96 FEET WEST OF A NORTH-SOUTH FENCE, 52
 CX1682'FEET NORTH OF AN EAST-WEST FENCE AND 3.4 FEET WEST OF A METAL
 CX1682'WITNESS POST AND SIGN.
 CX1682'
 CX1682'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED LAND NO 1 1969,
 CX1682'SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT PROJECTS
 CX1682'5-INCHES.  IT IS 74.5 FEET SOUTH-SOUTHEAST OF THE METAL WITNESS
 CX1682'POST AND SIGN, 25 FEET NORTH OF A FENCE CORNER POST, 11.5 FEET
 CX1682'SOUTH OF A GATE POST AND 1 FOOT WEST OF THE NORTH-SOUTH FENCE.
 CX1682'
 CX1682'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED LAND NO 2 1969, SET
 CX1682'IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT PROJECTS
 CX1682'6-INCHES.  IT IS 112.2 FEET SOUTH-SOUTHWEST OF THE METAL WITNESS
 CX1682'POST WITH SIGN, 119 FEET SOUTH OF THE EAST ONE OF TWO POWER LINE
 CX1682'POLES AND 1 FOOT NORTH OF THE EAST-WEST FENCE.
 CX1682'
 CX1682'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED LAND 1969, SET IN
 CX1682'THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT PROJECTS
 CX1682'6-INCHES.  IT IS 20 FEET SOUTH OF THE CENTER OF THE BLADED ROAD,
 CX1682'3.5 FEET NORTH OF A METAL WITNESS POST WITH SIGN AND 1 FOOT WEST
 CX1682'OF A NORTH SOUTH WIRE FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1681 ***********************************************************************
 CX1681  DESIGNATION -  LAND RM A
 CX1681  PID         -  CX1681
 CX1681  STATE/COUNTY-  NM/DONA ANA
 CX1681  USGS QUAD   -  BISHOP CAP (1994)
 CX1681
 CX1681                         *CURRENT SURVEY CONTROL
 CX1681  ___________________________________________________________________
 CX1681* NAD 83(1992)-  32 08 54.35087(N)    106 34 52.96955(W)     ADJUSTED  
 CX1681* NAVD 88     -      1282.1    (meters)    4206.     (feet)  VERTCON   
 CX1681  ___________________________________________________________________
 CX1681  LAPLACE CORR-           0.92  (seconds)                    DEFLEC99
 CX1681  GEOID HEIGHT-         -23.62  (meters)                     GEOID03
 CX1681
 CX1681  HORZ ORDER  -  FIRST
 CX1681
 CX1681.The horizontal coordinates were established by classical geodetic methods
 CX1681.and adjusted by the National Geodetic Survey in December 1993..
 CX1681
 CX1681.The NAVD 88 height was computed by applying the VERTCON shift value to
 CX1681.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CX1681
 CX1681.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1681
 CX1681.The geoid height was determined by GEOID03.
 CX1681
 CX1681;                    North         East     Units Scale Factor Converg.
 CX1681;SPC NM C     -   127,372.690   468,740.422   MT  0.99991205   -0 10 34.8
 CX1681;SPC NM C     -   417,888.57  1,537,859.20   sFT  0.99991205   -0 10 34.8
 CX1681;UTM  13      - 3,557,983.642   350,863.023   MT  0.99987429   -0 50 29.9
 CX1681
 CX1681!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1681!SPC NM C     -   0.99980243  x   0.99991205  =   0.99971450
 CX1681!UTM  13      -   0.99980243  x   0.99987429  =   0.99967675
 CX1681
 CX1681:                Primary Azimuth Mark                     Grid Az
 CX1681:SPC NM C     -  DONA ANA EAST BASE                       132 13 47.5
 CX1681:UTM  13      -  DONA ANA EAST BASE                       132 53 42.6
 CX1681
 CX1681|---------------------------------------------------------------------|
 CX1681| PID    Reference Object                     Distance      Geod. Az  |
 CX1681|                                                           dddmmss.s |
 CX1681| CX0399 DONA ANA EAST BASE                  APPROX.12.6 KM 1320312.7 |
 CX1681| CX1682 LAND                                 25.797 METERS 18619     |
 CX1681|---------------------------------------------------------------------|
 CX1681
 CX1681                          SUPERSEDED SURVEY CONTROL
 CX1681
 CX1681  NAD 83(1986)-  32 08 54.35534(N)    106 34 52.96718(W) AD(       ) 1
 CX1681  NAD 27      -  32 08 54.01438(N)    106 34 50.98309(W) AD(       ) 1
 CX1681  NGVD 29 (07/19/86) 1281.6    (m)         4205.     (f) VERT ANG       
 CX1681
 CX1681.Superseded values are not recommended for survey control.
 CX1681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1681.See file dsdata.txt to determine how the superseded data were derived.
 CX1681
 CX1681_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR5086357984(NAD 83)
 CX1681_MARKER: DS = TRIANGULATION STATION DISK
 CX1681_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 CX1681_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 CX1681_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX1681
 CX1681  HISTORY     - Date     Condition        Report By
 CX1681  HISTORY     - 1969     MONUMENTED       CGS
 CX1681
 CX1681                          STATION DESCRIPTION
 CX1681
 CX1681'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LGB)
 CX1681'THE STATION IS LOCATED ABOUT 11 MILES SOUTHEAST OF LAS CRUCES,
 CX1681'10 MILES NORTH-NORTHEAST OF ANTHONY, 5-1/2 MILES EAST-NORTHEAST
 CX1681'OF VADO, ON THE WEST SIDE OF FORT BLISS MILITARY RESERVATION
 CX1681'BOUNDARY FENCE AND ON PROPERTY OWNED BY MR. LANDERS.
 CX1681'
 CX1681'THE STATION MARK IS A STANDARD DISK, STAMPED LAND RM A 1969,
 CX1681'SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 18-INCHES BELOW
 CX1681'THE GROUND SURFACE.  IT IS 139 FEET EAST OF THE EAST ONE OF TWO
 CX1681'POWER LINE POLES, 85.5 FEET NORTH OF A METAL WITNESS POST WITH
 CX1681'SIGN ATTACHED AND 23.5 FEET WEST OF A WIRE FENCE.
 CX1681'
 CX1681'TO REACH THE STATION FROM THE VADO EXIT, WHICH IS 2 MILES EAST
 CX1681'OF VADO, ON INTERSTATE 10, GO EAST ON BLADED ROAD FOR 0.2 MILE
 CX1681'TO A GATE.  CONTINUE EAST ON THE BLADED ROAD FOR 2.95 MILES TO
 CX1681'A SIDE ROAD LEFT.  (CONTINUE EAST FOR APPROXIMATELY 50-YARDS TO
 CX1681'THE AZIMUTH MARK ON THE RIGHT.)  TURN LEFT AND GO NORTH EAST AND
 CX1681'NORTH ON FIELD ROAD FOR 0.7 MILE TO FORKS.  TAKE RIGHT FORK
 CX1681'AND GO EAST FOR 0.2 MILE TO FORKS.  BEAR RIGHT AND GO
 CX1681'EAST-SOUTHEAST FOR 0.35 MILE TO A Y-FORK.  BEAR RIGHT AND GO
 CX1681'SOUTHERLY ALONG POWER LINE POLES FOR 0.35 MILE TO STATION LAND
 CX1681'AND STATION LAND RM A IN THE VICINITY THEREOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1225 ***********************************************************************
 FO1225  DESIGNATION -  LANDMARK
 FO1225  PID         -  FO1225
 FO1225  STATE/COUNTY-  NM/BERNALILLO
 FO1225  USGS QUAD   -  ALBUQUERQUE EAST (1990)
 FO1225
 FO1225                         *CURRENT SURVEY CONTROL
 FO1225  ___________________________________________________________________
 FO1225* NAD 83(1992)-  35 06 09.21507(N)    106 34 25.17524(W)     ADJUSTED  
 FO1225* NAVD 88     -      1638.7    (meters)    5376.     (feet)  VERTCON   
 FO1225  ___________________________________________________________________
 FO1225  LAPLACE CORR-          10.28  (seconds)                    DEFLEC99
 FO1225  GEOID HEIGHT-         -20.93  (meters)                     GEOID03
 FO1225
 FO1225  HORZ ORDER  -  FIRST
 FO1225
 FO1225.The horizontal coordinates were established by classical geodetic methods
 FO1225.and adjusted by the National Geodetic Survey in December 1993..
 FO1225
 FO1225.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1225.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1225
 FO1225.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1225
 FO1225.The geoid height was determined by GEOID03.
 FO1225
 FO1225;                    North         East     Units Scale Factor Converg.
 FO1225;SPC NM C     -   454,999.136   470,493.501   MT  0.99991073   -0 11 10.0
 FO1225;SPC NM C     - 1,492,776.33  1,543,610.76   sFT  0.99991073   -0 11 10.0
 FO1225;UTM  13      - 3,885,549.436   356,574.185   MT  0.99985352   -0 54 18.3
 FO1225
 FO1225!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1225!SPC NM C     -   0.99974613  x   0.99991073  =   0.99965688
 FO1225!UTM  13      -   0.99974613  x   0.99985352  =   0.99959968
 FO1225
 FO1225:                Primary Azimuth Mark                     Grid Az
 FO1225:SPC NM C     -  ALBUQUERQUE CH LATTER DAY ST             053 07 03.7
 FO1225:UTM  13      -  ALBUQUERQUE CH LATTER DAY ST             053 50 12.0
 FO1225
 FO1225|---------------------------------------------------------------------|
 FO1225| PID    Reference Object                     Distance      Geod. Az  |
 FO1225|                                                           dddmmss.s |
 FO1225| FO1128 ALBUQUERQUE CH LATTER DAY ST        APPROX. 4.6 KM 0525553.7 |
 FO1225| FO1234 ALBUQUERQUE RAD KHFM MAST           APPROX. 2.7 KM 1933618.9 |
 FO1225| FO1211 ALBUQUERQUE RAD KKC 687 MAST        APPROX. 2.9 KM 2822806.8 |
 FO1225| FO1220 ALBUQUERQUE RAD KRZY MAST           APPROX. 1.6 KM 2834434.7 |
 FO1225| FO1136 ALBUQUERQUE DEL NORTE BAP CH        APPROX. 3.1 KM 3494350.8 |
 FO1225|---------------------------------------------------------------------|
 FO1225
 FO1225                          SUPERSEDED SURVEY CONTROL
 FO1225
 FO1225  NAD 83(1986)-  35 06 09.22085(N)    106 34 25.17641(W) AD(       ) 1
 FO1225  NAD 27      -  35 06 09.05486(N)    106 34 23.08973(W) AD(       ) 1
 FO1225  NGVD 29 (07/19/86) 1637.9    (m)         5374.     (f) VERT ANG       
 FO1225
 FO1225.Superseded values are not recommended for survey control.
 FO1225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1225.See file dsdata.txt to determine how the superseded data were derived.
 FO1225
 FO1225_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU5657485549(NAD 83)
 FO1225_MARKER: DS = TRIANGULATION STATION DISK
 FO1225_SETTING: 0 = UNSPECIFIED SETTING
 FO1225_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FO1225
 FO1225  HISTORY     - Date     Condition        Report By
 FO1225  HISTORY     - 1969     MONUMENTED       CGS
 FO1225
 FO1225                          STATION DESCRIPTION
 FO1225
 FO1225'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JLC)
 FO1225'THE STATION IS LOCATED ABOUT 3-1/4 MILES EAST OF THE INTERSECTION
 FO1225'OF INTERSTATE HIGHWAYS 25 AND 40 IN ALBUQUERQUE, 1/4 MILE NORTH
 FO1225'OF INTERSTATE HIGHWAY 40 AND ON THE ROOF OF THE ELEVATOR SHAFT
 FO1225'ATOP THE 10 STORY LANDMARK APARTMENT BUILDING AT 6303 INDIAN
 FO1225'SCHOOL ROAD NE.
 FO1225'
 FO1225'THE STATION MARK IS A STANDARD DISK SET IN THE TAR ROOF OF THE
 FO1225'ELEVATOR SHAFT BUILDING.  AN EIGHT INCH LENGTH OF COPPER STOVE
 FO1225'PIPE WITH A CAP IS TARRED AROUND THE MARK.  THE MARK IS 18.25
 FO1225'FEET SOUTHWEST OF THE NORTHEAST CORNER OF THE ROOF, 17.45 FEET
 FO1225'NORTHWEST OF THE SOUTHEAST CORNER OF THE ROOF, 17.01 FEET
 FO1225'SOUTHEAST OF THE NORTHWEST CORNER OF THE ROOF AND 15.85 FEET
 FO1225'NORTHEAST OF THE SOUTHWEST CORNER OF THE ROOF.
 FO1225'
 FO1225'ALBUQUERQUE CITY SURVEY MARK 1-I 19 WAS USED AS THE AZIMUTH
 FO1225'MARK.  IT IS A ALBUQUERQUE CITY SURVEY ELEVATION DISK SET IN
 FO1225'THE TOP OF A 5-INCH SQUARE CONCRETE MONUMENT WHICH IS FLUSH
 FO1225'WITH THE GROUND SURFACE.  THE MARK IS LOCATED IN THE SOUTHWEST
 FO1225'ANGLE OF THE INTERSECTION OF LOUISIANA BOULEVARD NE AND INDIAN
 FO1225'SCHOOL ROAD NE, 6.7 FEET WEST OF THE WEST CURB ALONG LOUISIANA
 FO1225'BOULEVARD NE AND 5.4 FEET SOUTH OF THE SOUTH CURB ALONG INDIAN
 FO1225'SCHOOL ROAD NE.
 FO1225'
 FO1225'NOTE--NO REFERENCE MARKS WERE SET AT THIS STATION.
 FO1225'
 FO1225'HEIGHT OF LIGHT ABOVE STATION MARK 1.75 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS1093 ***********************************************************************
 DS1093  DESIGNATION -  LANE
 DS1093  PID         -  DS1093
 DS1093  STATE/COUNTY-  NM/OTERO
 DS1093  USGS QUAD   -  THREE RIVERS (1981)
 DS1093
 DS1093                         *CURRENT SURVEY CONTROL
 DS1093  ___________________________________________________________________
 DS1093* NAD 83(1992)-  33 17 11.11508(N)    106 04 12.46427(W)     ADJUSTED  
 DS1093* NAVD 88     -      1378.419  (meters)    4522.36   (feet)  ADJUSTED  
 DS1093  ___________________________________________________________________
 DS1093  LAPLACE CORR-           8.79  (seconds)                    DEFLEC99
 DS1093  GEOID HEIGHT-         -21.89  (meters)                     GEOID03
 DS1093  DYNAMIC HT  -        1376.417 (meters)    4515.79  (feet)  COMP
 DS1093  MODELED GRAV-     979,137.6   (mgal)                       NAVD 88
 DS1093
 DS1093  HORZ ORDER  -  FIRST
 DS1093  VERT ORDER  -  FIRST     CLASS II
 DS1093
 DS1093.The horizontal coordinates were established by classical geodetic methods
 DS1093.and adjusted by the National Geodetic Survey in December 1993..
 DS1093
 DS1093.The orthometric height was determined by differential leveling
 DS1093.and adjusted by the National Geodetic Survey in June 1991..
 DS1093
 DS1093.The Laplace correction was computed from DEFLEC99 derived deflections.
 DS1093
 DS1093.The geoid height was determined by GEOID03.
 DS1093
 DS1093.The dynamic height is computed by dividing the NAVD 88
 DS1093.geopotential number by the normal gravity value computed on the
 DS1093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS1093.degrees latitude (g = 980.6199 gals.).
 DS1093
 DS1093.The modeled gravity was interpolated from observed gravity values.
 DS1093
 DS1093;                    North         East     Units Scale Factor Converg.
 DS1093;SPC NM C     -   253,528.879   516,753.339   MT  0.99990346   +0 05 55.4
 DS1093;SPC NM C     -   831,786.00  1,695,381.58   sFT  0.99990346   +0 05 55.4
 DS1093;UTM  13      - 3,683,551.062   400,354.938   MT  0.99972242   -0 35 14.5
 DS1093
 DS1093!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS1093!SPC NM C     -   0.99978708  x   0.99990346  =   0.99969056
 DS1093!UTM  13      -   0.99978708  x   0.99972242  =   0.99950955
 DS1093
 DS1093:                Primary Azimuth Mark                     Grid Az
 DS1093:SPC NM C     -  LANE AZ MK                               168 51 55.4
 DS1093:UTM  13      -  LANE AZ MK                               169 33 05.3
 DS1093
 DS1093|---------------------------------------------------------------------|
 DS1093| PID    Reference Object                     Distance      Geod. Az  |
 DS1093|                                                           dddmmss.s |
 DS1093| DS1094 LANE AZ MK                                         1685750.8 |
 DS1093| DS1092 LANE RM 1                            21.045 METERS 25159     |
 DS1093| DS1091 LANE RM 2                            18.360 METERS 34825     |
 DS1093|---------------------------------------------------------------------|
 DS1093
 DS1093                          SUPERSEDED SURVEY CONTROL
 DS1093
 DS1093  NAD 83(1986)-  33 17 11.12226(N)    106 04 12.46681(W) AD(       ) 1
 DS1093  NAD 27      -  33 17 10.83805(N)    106 04 10.48941(W) AD(       ) 1
 DS1093  NGVD 29 (07/19/86) 1378.19   (m)         4521.6    (f) LEVELING    3  
 DS1093
 DS1093.Superseded values are not recommended for survey control.
 DS1093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS1093.See file dsdata.txt to determine how the superseded data were derived.
 DS1093
 DS1093_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDS0035583551(NAD 83)
 DS1093_MARKER: DS = TRIANGULATION STATION DISK
 DS1093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS1093_SP_SET: CONCRETE POST
 DS1093_STAMPING: LANE 1967
 DS1093_MARK LOGO: CGS   
 DS1093_PROJECTION: FLUSH
 DS1093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS1093+STABILITY: SURFACE MOTION
 DS1093
 DS1093  HISTORY     - Date     Condition        Report By
 DS1093  HISTORY     - 1967     MONUMENTED       CGS
 DS1093  HISTORY     - 1980     GOOD             NGS
 DS1093
 DS1093                          STATION DESCRIPTION
 DS1093
 DS1093'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (JCC)
 DS1093'THE STATION IS LOCATED ABOUT 15 MILES NORTH OF TULAROSA AND 2-1/2
 DS1093'MILES SOUTH OF THREE RIVERS ON THE WEST SIDE OF U. S. HIGHWAY 54.
 DS1093'
 DS1093'TO REACH THE STATION FROM THE CITY HALL IN TULAROSA, GO NORTH ON
 DS1093'U. S. HIGHWAY 54 AND 70 FOR 0.3 MILE TO WHERE THESE HIGHWAYS FORK.
 DS1093'TAKE THE LEFT FORK (HIGHWAY 54) AND CONTINUE NORTH FOR 14.2 MILES
 DS1093'TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE NORTH ON HIGHWAY 54 FOR
 DS1093'0.7 MILE AND THE STATION AS DESCRIBED.
 DS1093'
 DS1093'STATION, A STANDARD DISK STAMPED LANE 1967, IS SET IN THE TOP OF A
 DS1093'ROUND CONCRETE POST WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 DS1093'IT IS 95.5 FEET WEST OF THE CENTERLINE OF HIGHWAY 54, 6 FEET
 DS1093'NORTHEAST OF A METAL WITNESS POST AND 5 FEET EAST OF A FENCE LINE.
 DS1093'THE UNDERGROUND MARK IS SET IN AN IRREGULAR MASS OF CONCRETE 3
 DS1093'FEET BELOW THE SURFACE OF THE GROUND.
 DS1093'
 DS1093'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED LANE NO 1 1967, IS SET
 DS1093'IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS
 DS1093'63 FEET WEST OF THE FENCE LINE.
 DS1093'
 DS1093'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED LANE NO 2 1967, IS SET
 DS1093'IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 1 INCH.  IT IS
 DS1093'99 FEET WEST OF THE CENTERLINE OF HIGHWAY 54 AND 1 FOOT EAST OF THE
 DS1093'FENCE LINE.
 DS1093'
 DS1093'AZIMUTH MARK, A STANDARD DISK STAMPED LANE 1967, IS SET IN A SQUARE
 DS1093'CONCRETE POST WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS
 DS1093'104 FEET WEST OF THE WEST RAIL OF A RAILROAD TRACK, 94.5 FEET EAST
 DS1093'OF THE CENTERLINE OF HIGHWAY 54, 3.5 FEET NORTHWEST OF A METAL
 DS1093'WITNESS POST AND 3 FEET SOUTHWEST OF TELEPHONE POLE NO. 32.
 DS1093
 DS1093                          STATION RECOVERY (1980)
 DS1093
 DS1093'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DS1093'24.4 KM (15.15 MI) NORT FROM TULAROSA.
 DS1093'0.1 KM (0.05 MI) EAST ALONG HIGUERA AVENUE FROM THE POST OFFICE IN
 DS1093'TULAROSA, THENCE 24.3 KM (15.1 MI) NORTHERLY ALONG U.S. HIGHWAY 54,
 DS1093'0.5 KM (0.3 MI) SOUTH OF MILEPOST 95, 29.1 METERS (95.5 FT) WEST
 DS1093'OF THE CENTERLINE OF THE HIGHWAY, 21.0 METERS (69.0 FT) EAST-NORTHEAST
 DS1093'OF RM 1, 18.3 METERS (60.2 FT) SOUTH-SOUTHEAST OF RM 2 AND 1.5 METERS
 DS1093'(5.0 FT) EAST OF A FENCE.
 DS1093'THE MARK IS 1.1 METERS  S FROM A WITNESS POST.
 DS1093'THE MARK IS 0.9 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CF0280 ***********************************************************************
 CF0280  DESIGNATION -  LANE
 CF0280  PID         -  CF0280
 CF0280  STATE/COUNTY-  NM/HIDALGO
 CF0280  USGS QUAD   -  HACHITA PEAK (1982)
 CF0280
 CF0280                         *CURRENT SURVEY CONTROL
 CF0280  ___________________________________________________________________
 CF0280* NAD 83(1992)-  31 45 30.44278(N)    108 26 40.62002(W)     ADJUSTED  
 CF0280* NAVD 88     -      1789.     (meters)    5869.     (feet)  SCALED    
 CF0280  ___________________________________________________________________
 CF0280  LAPLACE CORR-           2.34  (seconds)                    DEFLEC99
 CF0280  GEOID HEIGHT-         -25.40  (meters)                     GEOID03
 CF0280
 CF0280  HORZ ORDER  -  FIRST
 CF0280
 CF0280.The horizontal coordinates were established by classical geodetic methods
 CF0280.and adjusted by the National Geodetic Survey in December 1993..
 CF0280
 CF0280.The orthometric height was scaled from a topographic map.
 CF0280
 CF0280.The Laplace correction was computed from DEFLEC99 derived deflections.
 CF0280
 CF0280.The geoid height was determined by GEOID03.
 CF0280
 CF0280;                    North         East     Units Scale Factor Converg.
 CF0280;SPC NM W     -    84,250.201   772,091.336   MT  0.99995801   -0 19 18.3
 CF0280;SPC NM W     -   276,410.87  2,533,102.99   sFT  0.99995801   -0 19 18.3
 CF0280;UTM  12      - 3,516,504.933   742,036.285   MT  1.00032256   +1 20 44.4
 CF0280
 CF0280!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CF0280!SPC NM W     -   0.99972319  x   0.99995801  =   0.99968121
 CF0280!UTM  12      -   0.99972319  x   1.00032256  =   1.00004566
 CF0280
 CF0280:                Primary Azimuth Mark                     Grid Az
 CF0280:SPC NM W     -  LANE AZ MK                               019 41 13.3
 CF0280:UTM  12      -  LANE AZ MK                               018 01 10.6
 CF0280
 CF0280|---------------------------------------------------------------------|
 CF0280| PID    Reference Object                     Distance      Geod. Az  |
 CF0280|                                                           dddmmss.s |
 CF0280| CC6818 LANE AZ MK                                         0192155.0 |
 CF0280| CF0275 HATCHITA AIRPORT BEACON             APPROX.20.9 KM 0314345.1 |
 CF0280| CC6819 LANE RM 1                            13.106 METERS 15403     |
 CF0280| CC6820 LANE RM 2                             4.319 METERS 27439     |
 CF0280|---------------------------------------------------------------------|
 CF0280
 CF0280                          SUPERSEDED SURVEY CONTROL
 CF0280
 CF0280  NAD 83(1992)-  31 45 30.44145(N)    108 26 40.61937(W) AD(       ) 1
 CF0280  NAD 83(1986)-  31 45 30.44396(N)    108 26 40.61709(W) AD(       ) 1
 CF0280  NAD 27      -  31 45 30.09161(N)    108 26 38.46286(W) AD(       ) 1
 CF0280
 CF0280.Superseded values are not recommended for survey control.
 CF0280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0280.See file dsdata.txt to determine how the superseded data were derived.
 CF0280
 CF0280_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RYA4203616505(NAD 83)
 CF0280_MARKER: DS = TRIANGULATION STATION DISK
 CF0280_SETTING: 80 = SET IN A BOULDER
 CF0280_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 CF0280
 CF0280  HISTORY     - Date     Condition        Report By
 CF0280  HISTORY     - 1938     MONUMENTED       CGS
 CF0280
 CF0280                          STATION DESCRIPTION
 CF0280
 CF0280'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 CF0280'ABOUT 13-1/2 MILES SSW OF HACHITA.  STATION IS ON THE
 CF0280'HIGHEST PEAK OF THE FIRST RANGE OF MOUNTAINS ON THE N SIDE
 CF0280'OF HATCHET PASS AND ABOUT 1 MILE S OF GRANITE PASS.  IT IS
 CF0280'ABOUT 3 MILES E OF THE LANE RANCH ON THE E SIDE OF PLAYAS
 CF0280'VALLEY.  THE RIDGE RUNS IN A N AND S DIRECTION WITH STEEP
 CF0280'ROCKY SLOPES TO THE E AND W.
 CF0280'
 CF0280'STATION MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL HOLE
 CF0280'IN A BOULDER AS DESCRIBED IN NOTE 4.  REFERENCE AND AZIMUTH
 CF0280'MARKS ARE STANDARD BRONZE DISKS IN A BOULDER.
 CF0280'
 CF0280'TO REACH THE STATION FROM HACHITA, GO S ON THE PLAYAS VALLEY
 CF0280'ROAD (BETWEEN HACHITA AND CLOVERDALE) FROM THE COAL CHUTE
 CF0280'FOR 11.0 MILES TO A POINT WHERE THE MAIN ROAD TURNS S.  THIS
 CF0280'POINT IS ABOUT 1/4 MILE NW OF THE TWELVE MILE TANKS AND IS
 CF0280'THE SITE OF STATION TWELVE MILE.  THENCE TURN RIGHT OFF THE
 CF0280'MAIN ROAD AND GO NORTHWESTERLY ON A POOR GRADED ROAD THAT
 CF0280'GOES OVER GRANITE PASS TO THE LANE RANCH FOR 2.0 MILES TO A
 CF0280'CATTLE GUARD.  THENCE CONTINUE ON FOR 0.8 MILE TO A DIM TRACK
 CF0280'ROAD LEFT.  HERE TURN LEFT ON THE DIM TRACK ROAD AND FOLLOW
 CF0280'IT SOUTHERLY AND SOUTHWESTERLY AROUND THE E SIDE OF A ROCKY
 CF0280'BUTTE FOR ABOUT 1.3 MILES TO THE END OF THE ROAD AND THE END OF
 CF0280'TRUCK TRAVEL.  THE STATION IS ABOUT 1/2 MILE S.  FOLLOW A
 CF0280'TRAIL UP THE STEEP SLOPE TO THE S AND OVER A SADDLE TO
 CF0280'THE W SIDE OF THE RIDGE TO AN ABANDONED MINE.  FROM THIS
 CF0280'POINT FOLLOW A VERY DIM TRAIL UP THE STEEP, ROCKY WESTERN
 CF0280'SLOPE OF THE RIDGE TO THE TOP AND THENCE FOLLOW ALONG
 CF0280'THE TOP OF THE RIDGE TO THE HIGHEST POINT AND THE
 CF0280'STATION SITE.
 CF0280'
 CF0280'REFERENCE MARK NO. 1 IS SSE OF THE STATION AT ABOUT THE SAME
 CF0280'ELEVATION.  REFERENCE MARK NO 2 IS W OF THE STATION AT ABOUT
 CF0280'THE SAME ELEVATION.
 CF0280'
 CF0280'THE AZIMUTH MARK IS ABOUT 1 MILE NNE OF THE STATION AND
 CF0280'ABOUT 700 FEET LOWER IN ELEVATION.  IT IS ABOUT 15 PACES
 CF0280'S OF THE ROAD ON THE WAY TO THE STATION AND ABOUT 0.5 MILE
 CF0280'BEFORE COMING TO THE END OF TRUCK TRAVEL.
 CF0280'
 CF0280'THIS STATION IS ABOUT A 45 MINUTE PACK FROM THE END OF TRUCK
 CF0280'TRAVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0782 ***********************************************************************
 DQ0782  DESIGNATION -  LANE
 DQ0782  PID         -  DQ0782
 DQ0782  STATE/COUNTY-  NM/LEA
 DQ0782  USGS QUAD   -  JOHNSON RANCH (1984)
 DQ0782
 DQ0782                         *CURRENT SURVEY CONTROL
 DQ0782  ___________________________________________________________________
 DQ0782* NAD 83(1992)-  33 24 20.31797(N)    103 29 25.85238(W)     ADJUSTED  
 DQ0782* NAVD 88     -      1298.3    (meters)    4260.     (feet)  VERTCON   
 DQ0782  ___________________________________________________________________
 DQ0782  LAPLACE CORR-           0.87  (seconds)                    DEFLEC99
 DQ0782  GEOID HEIGHT-         -22.11  (meters)                     GEOID03
 DQ0782
 DQ0782  HORZ ORDER  -  SECOND
 DQ0782
 DQ0782.The horizontal coordinates were established by classical geodetic methods
 DQ0782.and adjusted by the National Geodetic Survey in December 1993..
 DQ0782
 DQ0782.The NAVD 88 height was computed by applying the VERTCON shift value to
 DQ0782.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DQ0782
 DQ0782.The Laplace correction was computed from DEFLEC99 derived deflections.
 DQ0782
 DQ0782.The geoid height was determined by GEOID03.
 DQ0782
 DQ0782;                    North         East     Units Scale Factor Converg.
 DQ0782;SPC NM E     -   267,056.118   243,395.722   MT  0.99998484   +0 27 50.6
 DQ0782;SPC NM E     -   876,166.61    798,540.80   sFT  0.99998484   +0 27 50.6
 DQ0782;UTM  13      - 3,697,276.277   640,367.494   MT  0.99984292   +0 49 52.3
 DQ0782
 DQ0782!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ0782!SPC NM E     -   0.99979969  x   0.99998484  =   0.99978453
 DQ0782!UTM  13      -   0.99979969  x   0.99984292  =   0.99964264
 DQ0782
 DQ0782|---------------------------------------------------------------------|
 DQ0782| PID    Reference Object                     Distance      Geod. Az  |
 DQ0782|                                                           dddmmss.s |
 DQ0782| CJ7670 LANE RM 1                            47.649 METERS 03850     |
 DQ0782| DQ0760 CROSSROADS CAPROCK CORP MAST        APPROX.18.5 KM 0492940.4 |
 DQ0782| DQ0780 CROSSROADS TV RELAY MAST            APPROX.15.2 KM 0784224.7 |
 DQ0782| CJ7671 LANE RM 2                            48.174 METERS 13239     |
 DQ0782| CJ7669 LANE AZ MK                                         1891801.8 |
 DQ0782|---------------------------------------------------------------------|
 DQ0782
 DQ0782                          SUPERSEDED SURVEY CONTROL
 DQ0782
 DQ0782  NAD 83(1986)-  33 24 20.32314(N)    103 29 25.84609(W) AD(       ) 2
 DQ0782  NAD 27      -  33 24 19.93900(N)    103 29 24.01400(W) AD(       ) 2
 DQ0782  NGVD 29 (07/19/86) 1297.8    (m)         4258.     (f) VERT ANG       
 DQ0782
 DQ0782.Superseded values are not recommended for survey control.
 DQ0782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0782.See file dsdata.txt to determine how the superseded data were derived.
 DQ0782
 DQ0782_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFS4036797276(NAD 83)
 DQ0782_MARKER: DS = TRIANGULATION STATION DISK
 DQ0782_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0782
 DQ0782  HISTORY     - Date     Condition        Report By
 DQ0782  HISTORY     - 1935     MONUMENTED       CGS
 DQ0782  HISTORY     - 1936     GOOD             CGS
 DQ0782  HISTORY     - 1972     GOOD             NGS
 DQ0782
 DQ0782                          STATION DESCRIPTION
 DQ0782
 DQ0782'DESCRIBED BY COAST AND GEODETIC SURVEY 1936
 DQ0782'ABOUT 12 MILES NORTHWEST OF TATUM, 6 MILES NORTH OF U.S.
 DQ0782'HIGHWAY 380, 3 MILES NORTH-NORTHEAST OF THE ROBERT ALLEY
 DQ0782'RANCH, ON A PROMINENT RIDGE THAT EXTENDS IN A GENERAL
 DQ0782'EAST-AND-WEST DIRECTION, APPROXIMATELY IN SEC. 16, T. 11 S.,
 DQ0782'R. 34 E., ON LAND OWNED BY THE J.J. LANE RANCH.  TO REACH FROM
 DQ0782'THE INTERSECTION OF U.S. HIGHWAY 380 AND STATE HIGHWAY 18,
 DQ0782'IN TATUM, GO WEST AND NORTH 11.2 MILES ON U.S. HIGHWAY 380
 DQ0782'TO A GATE IN THE RIGHT-OF-WAY FENCE ON THE RIGHT SIDE OF THE
 DQ0782'ROAD (AT THIS POINT THERE IS A GATE WITH TALL POSTS AND SIGN
 DQ0782'A.D. JONES RANCH ON THE LEFT SIDE OF THE ROAD), LEAVE
 DQ0782'HIGHWAY, TURN RIGHT, PASS THROUGH GATE, GO NORTH ON GRADED
 DQ0782'ROAD 3.6 MILES TO A GATE ABOUT 100 YARDS SOUTHWEST OF THE
 DQ0782'ROBERT ALLEY RANCH HOUSE, PASS THROUGH GATE AND GO
 DQ0782'NORTH 150 YARDS ACROSS YARD THROUGH ANOTHER GATE, TAKE
 DQ0782'RIGHT FORK, GO IN A GENERAL NORTHERLY DIRECTION 0.4 MILE
 DQ0782'TO A FORK, TAKE THE LEFT FORK AND CONTINUE IN A GENERAL
 DQ0782'NORTHERLY DIRECTION 1.9 MILES ON MAIN ROAD TO THE AZIMUTH MARK
 DQ0782'ON THE RIGHT SIDE OF THE ROAD, CONTINUE ON ROAD 0.3 MILE,
 DQ0782'THEN LEAVE ROAD, TURN LEFT, GO NORTHWEST ACROSS COUNTRY
 DQ0782'UP STEEP SLOPE 0.3 MILE TO THE TOP OF THE SPUR RIDGE AND
 DQ0782'THE STATION.  THE SURFACE, UNDERGROUND, REFERENCE AND
 DQ0782'AZIMUTH MARKS ARE STANDARD DISKS SET IN CONCRETE.
 DQ0782'REFERENCE MARK NO. 1 IS 156.40 FEET
 DQ0782'FROM THE STATION N 38 DEG 50 MIN E, AND NO. 2 IS
 DQ0782'158.06 FEET FROM THE STATION S 47 DEG 10 MIN E.
 DQ0782'THE AZIMUTH MARK IS 9 FEET EAST OF THE CENTER LINE OF A
 DQ0782'NORTH-AND-SOUTH TRACK ROAD AND 0.5 MILE FROM THE STATION
 DQ0782'S 09 DEG 18 MIN W.
 DQ0782
 DQ0782                          STATION RECOVERY (1972)
 DQ0782
 DQ0782'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 DQ0782'THE STATION WAS RECOVERED AND THE STATION MARK, REFERENCE MARKS 1
 DQ0782'AND 2, AND THE AZIMUTH MARK WERE FOUND IN GOOD CONDITION.
 DQ0782'
 DQ0782'A NEW AND COMPLETE DESCRIPTION FOLLOWS--
 DQ0782'
 DQ0782'THE STATION IS LOCATED ABOUT 14 MILES NORTHWEST OF TATUM, 10 MILES
 DQ0782'WEST OF STATE HIGHWAY 18, 7 MILES NORTH OF U.S. HIGHWAY 380 AND ON A
 DQ0782'PROMINENT RIDGE WHEN APPROACHING THE STATION FROM THE SOUTH FROM
 DQ0782'U.S. HIGHWAY 380.
 DQ0782'
 DQ0782'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 380 AND
 DQ0782'STATE HIGHWAY 18 IN TATUM, GO WEST ON U.S. HIGHWAY 380 FOR 10.7
 DQ0782'MILES TO CROSSROADS, AND SIGN ON THE RIGHT READING 4-LAKE RANCH.
 DQ0782'TURN RIGHT AND GO NORTH ON GRADED ROAD FOR 2.4 MILES TO A SIDE
 DQ0782'ROAD ON THE RIGHT AND SIGN READING 4-LAKE RANCH--BOOTS TIPPS,
 DQ0782'CONTINUE STRAIGHT AHEAD NORTH ON GRADED ROAD FOR 1.4 MILES TO THE
 DQ0782'4-LAKE RANCHING BUILDINGS.  ( CONTACT THE TIPPS FAMILY OF YOUR
 DQ0782'INTENTIONS) AT RANCH BUILDING CONTINUE NORTH ON TRACK ROAD PASSING
 DQ0782'THROUGH GATE AND FOLLOW THE MAIN TRAVELED ROAD FOR 0.25 MILE TO
 DQ0782'GATE, PASS THROUGH GATE AND CONTINUE NORTHERLY ON MAIN TRAVELED
 DQ0782'TRACK ROAD FOR 0.25 MILE TO FORK, KEEP THE LEFT FORK AND CONTINUE
 DQ0782'NORTHERLY ON MAIN TRACK ROAD FOR 0.05 MILE TO GATE, PASS THROUGH
 DQ0782'GATE AND CONTINUE NORTHERLY ON MAIN TRACK ROAD FOR 0.3 MILE TO
 DQ0782'CROSSROADS.  CONTINUE STRAIGHT AHEAD NORTHERLY ON MAIN TRACK ROAD
 DQ0782'FOR 0.65 MILE TO FORK, KEEP THE LEFT FORK AND GO
 DQ0782'NORTH-NORTHEASTERLY ON TRACK ROAD FOR 0.65 MILE TO FORK, KEEP THE
 DQ0782'LEFT FORK AND CONTINUE NORTH-NORTHEASTERLY ON TRACK ROAD FOR 0.2
 DQ0782'MILE TO FORK, KEEP THE RIGHT FORK AND CONTINUE NORTH-NORTHEASTERLY
 DQ0782'ON TRACK ROAD FOR 0.5 MILE TO FENCE-LINE AND WHERE THE GATE HAS
 DQ0782'BEEN CLOSED WHERE THE OLD TRACK ROAD USED TO PASS THROUGH, HERE
 DQ0782'BEAR LEFT AND GO ABOUT 200 FEET TO GATE IN FENCE-LINE.  PASS
 DQ0782'THROUGH GATE AND THEN BEAR SHARP RIGHT AND GO EASTERLY ABOUT 200
 DQ0782'FEET TO TRACK ROAD LEADING NORTHEASTERLY AND AT POINT WHERE THE
 DQ0782'ORIGINAL GATE HAS BEEN CLOSED IN FENCE-LINE.  HERE TURN LEFT AND
 DQ0782'FOLLOW TRACK ROAD NORTH-NORTHEASTERLY FOR 0.15 MILE TO
 DQ0782'AZIMUTH MARK ON THE RIGHT.  CONTINUE STRAIGHT AHEAD
 DQ0782'NORTHEASTERLY ON TRACK ROAD FOR 0.5 MILE TO PIPE-LINE CROSSING.  (
 DQ0782'NOTE--STATION ON POINT ON THE LEFT ABOUT 100 YARDS WEST) CONTINUE
 DQ0782'NORTHEAST ON TRACK ROAD FOR 0.55 MILE TO A T TRACK ROAD
 DQ0782'INTERSECTION JUST AFTER REACHING THE TOP OF RIDGE, HERE TURN LEFT
 DQ0782'AND FOLLOW TRACK ROAD WESTERLY ALONG THE TOP OF RIDGE FOR 0.75
 DQ0782'MILE TO CROSSROADS.  HERE TURN LEFT AND GO SOUTH FOR 0.25 MILE TO
 DQ0782'CROSS-TRACK ROADS.  TURN LEFT AND FOLLOW TRACK ROAD EASTERLY ALONG
 DQ0782'THE NORTH SIDE OF A BURIED PIPE-LINE FOR 0.3 MILE TO STATION ON
 DQ0782'POINT.
 DQ0782'
 DQ0782'STATION MARK IS A STANDARD DISK, SET IN THE TOP OF A SQUARE CONCRETE
 DQ0782'POST THAT PROJECTS ABOUT 8-INCHES AND IS STAMPED LANE 1935.  IT IS
 DQ0782'125 FEET NORTH OF THE SOUTH EDGE OF RIDGE, 95 FEET SOUTH OF THE
 DQ0782'BURIED PIPE-LINE, AND 110 FEET SOUTH OF THE CENTER OF TRACK ROAD.
 DQ0782'
 DQ0782'REFERENCE MARK NO.1 IS A STANDARD DISK, SET IN THE TOP OF A SQUARE
 DQ0782'CONCRETE POST THAT PROJECTS ABOUT 8-INCHES AND IS STAMPED LANE NO 1
 DQ0782'1935.  IT IS 58 FEET SOUTH OF THE NORTH EDGE OF RIDGE, 54 FEET
 DQ0782'NORTH OF BURIED PIPE-LINE AND 38 FEET NORTH OF THE CENTER OF TRACK
 DQ0782'ROAD.
 DQ0782'
 DQ0782'REFERENCE MARK NO.2 IS A STANDARD DISK, SET IN THE TOP OF A SQUARE
 DQ0782'CONCRETE POST THAT PROJECTS ABOUT 10-INCHES AND IS STAMPED LANE NO
 DQ0782'2 1935.  IT IS 199 FEET NORTHWEST OF THE NORTHEAST END OF THE
 DQ0782'EXTREME SOUTHEAST END OF RIDGE, 148 FEET SOUTH OF THE BURIED
 DQ0782'PIPE-LINE AND 92 FEET NORTH OF THE SOUTH EDGE OF RIDGE.
 DQ0782'
 DQ0782'AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK, SET IN THE TOP OF A
 DQ0782'SQUARE CONCRETE POST THAT PROJECTS ABOUT 12-INCHES AND IS STAMPED
 DQ0782'LANE 1935.  IT IS ABOUT 200 FEET NORTH OF THE TOP OF A SMALL RISE
 DQ0782'AND 16 FEET EAST OF THE CENTER OF TRACK RAOD.
 DQ0782'
 DQ0782'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--14 MILES
 DQ0782'NORTHWEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS1094 ***********************************************************************
 DS1094  DESIGNATION -  LANE AZ MK
 DS1094  PID         -  DS1094
 DS1094  STATE/COUNTY-  NM/OTERO
 DS1094  USGS QUAD   -  THREE RIVERS (1981)
 DS1094
 DS1094                         *CURRENT SURVEY CONTROL
 DS1094  ___________________________________________________________________
 DS1094* NAD 83(1986)-  33 16 37.     (N)    106 04 04.     (W)     SCALED    
 DS1094* NAVD 88     -      1371.653  (meters)    4500.16   (feet)  ADJUSTED  
 DS1094  ___________________________________________________________________
 DS1094  GEOID HEIGHT-         -21.91  (meters)                     GEOID03
 DS1094  DYNAMIC HT  -        1369.659 (meters)    4493.62  (feet)  COMP
 DS1094  MODELED GRAV-     979,135.9   (mgal)                       NAVD 88
 DS1094  OBS GRAVITY -     979,134.3   (mgal)                       GRAV_OBS
 DS1094
 DS1094  VERT ORDER  -  FIRST     CLASS II
 DS1094
 DS1094.The horizontal coordinates were scaled from a topographic map and have
 DS1094.an estimated accuracy of +/- 6 seconds.
 DS1094
 DS1094.The orthometric height was determined by differential leveling
 DS1094.and adjusted by the National Geodetic Survey in June 1991..
 DS1094
 DS1094.The geoid height was determined by GEOID03.
 DS1094
 DS1094.The dynamic height is computed by dividing the NAVD 88
 DS1094.geopotential number by the normal gravity value computed on the
 DS1094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS1094.degrees latitude (g = 980.6199 gals.).
 DS1094
 DS1094.The modeled gravity was interpolated from observed gravity values.
 DS1094.The observed gravity was obtained from relative gravimeter ties
 DS1094.to the IGSN71 gravity network.
 DS1094
 DS1094;                    North         East    Units  Estimated Accuracy
 DS1094;SPC NM C     -   252,480.      516,970.      MT  (+/- 180 meters Scaled)
 DS1094
 DS1094                          SUPERSEDED SURVEY CONTROL
 DS1094
 DS1094.No superseded survey control is available for this station.
 DS1094
 DS1094_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDS005824(NAD 83)
 DS1094_MARKER: DZ = AZIMUTH MARK DISK
 DS1094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS1094_SP_SET: CONCRETE POST
 DS1094_STAMPING: LANE 1967
 DS1094_MARK LOGO: CGS   
 DS1094_PROJECTION: FLUSH
 DS1094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS1094+STABILITY: SURFACE MOTION
 DS1094
 DS1094  HISTORY     - Date     Condition        Report By
 DS1094  HISTORY     - 1967     MONUMENTED       CGS
 DS1094  HISTORY     - 1980     GOOD             NGS
 DS1094
 DS1094                          STATION DESCRIPTION
 DS1094
 DS1094'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 DS1094'23.3 KM (14.45 MI) NORT FROM TULAROSA.
 DS1094'0.1 KM (0.05 MI) EAST ALONG HIGUERA AVENUE FROM THE POST OFFICE IN
 DS1094'TULAROSA, THENCE 23.2 KM (14.4 MI) NORTHERLY ALONG U.S. HIGHWAY 54,
 DS1094'0.2 KM (0.1 MI) NORTH OF MILEPOST 94, 7 POLES SOUTH OF RAILROAD
 DS1094'MILEPOST 1410, 31.7 METERS (104.0 FT) WEST OF THE NEAR RAIL OF THE
 DS1094'SOUTHERN PACIFIC RAILROAD, 26.8 METERS (94.5 FT) EAST OF THE CENTER
 DS1094'OF THE HIGHWAY AND 1.1 METERS (3.5 FT) SOUTHWEST OF A UTILITY POLE.
 DS1094'THE MARK IS 1.1 METERS  NW FROM A WITNESS POST.
 DS1094'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS1092 ***********************************************************************
 DS1092  DESIGNATION -  LANE RM 1
 DS1092  PID         -  DS1092
 DS1092  STATE/COUNTY-  NM/OTERO
 DS1092  USGS QUAD   -  THREE RIVERS (1981)
 DS1092
 DS1092                         *CURRENT SURVEY CONTROL
 DS1092  ___________________________________________________________________
 DS1092* NAD 83(1986)-  33 17 09.     (N)    106 04 13.     (W)     SCALED    
 DS1092* NAVD 88     -      1377.800  (meters)    4520.33   (feet)  ADJUSTED  
 DS1092  ___________________________________________________________________
 DS1092  GEOID HEIGHT-         -21.89  (meters)                     GEOID03
 DS1092  DYNAMIC HT  -        1375.799 (meters)    4513.77  (feet)  COMP
 DS1092  MODELED GRAV-     979,137.6   (mgal)                       NAVD 88
 DS1092
 DS1092  VERT ORDER  -  FIRST     CLASS II
 DS1092
 DS1092.The horizontal coordinates were scaled from a topographic map and have
 DS1092.an estimated accuracy of +/- 6 seconds.
 DS1092
 DS1092.The orthometric height was determined by differential leveling
 DS1092.and adjusted by the National Geodetic Survey in June 1991..
 DS1092
 DS1092.The geoid height was determined by GEOID03.
 DS1092
 DS1092.The dynamic height is computed by dividing the NAVD 88
 DS1092.geopotential number by the normal gravity value computed on the
 DS1092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS1092.degrees latitude (g = 980.6199 gals.).
 DS1092
 DS1092.The modeled gravity was interpolated from observed gravity values.
 DS1092
 DS1092;                    North         East    Units  Estimated Accuracy
 DS1092;SPC NM C     -   253,460.      516,740.      MT  (+/- 180 meters Scaled)
 DS1092
 DS1092                          SUPERSEDED SURVEY CONTROL
 DS1092
 DS1092.No superseded survey control is available for this station.
 DS1092
 DS1092_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDS003834(NAD 83)
 DS1092_MARKER: DR = REFERENCE MARK DISK
 DS1092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS1092_SP_SET: CONCRETE POST
 DS1092_STAMPING: LANE NO 1 1967
 DS1092_MARK LOGO: CGS   
 DS1092_PROJECTION: PROJECTING 3 CENTIMETERS
 DS1092_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS1092+STABILITY: SURFACE MOTION
 DS1092
 DS1092  HISTORY     - Date     Condition        Report By
 DS1092  HISTORY     - 1967     MONUMENTED       CGS
 DS1092  HISTORY     - 1980     GOOD             NGS
 DS1092
 DS1092                          STATION DESCRIPTION
 DS1092
 DS1092'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 DS1092'24.4 KM (15.15 MI) NORT FROM TULAROSA.
 DS1092'0.1 KM (0.05 MI) EAST ALONG HIGUERA AVENUE FROM THE POST OFFICE IN
 DS1092'TULAROSA, THENCE 24.3 KM (15.1 MI) NORTHERLY ALONG U.S. HIGHWAY 54,
 DS1092'0.5 KM (0.3 MI) SOUTH OF MILEPOST 95, 46.9 METERS (163.5 FT) WEST
 DS1092'OF THE CENTERLINE OF THE HIGHWAY, 21.0 METERS (69.0 FT) WEST-SOUTHWEST
 DS1092'OF THE STATION MARK AND 19.2 METERS (63.0 FT) WEST OF A FENCE.
 DS1092'THE MARK IS 19.3 METERS  W FROM A WITNESS POST.
 DS1092'THE MARK IS 0.9 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS1091 ***********************************************************************
 DS1091  DESIGNATION -  LANE RM 2
 DS1091  PID         -  DS1091
 DS1091  STATE/COUNTY-  NM/OTERO
 DS1091  USGS QUAD   -  THREE RIVERS (1981)
 DS1091
 DS1091                         *CURRENT SURVEY CONTROL
 DS1091  ___________________________________________________________________
 DS1091* NAD 83(1986)-  33 17 11.     (N)    106 04 12.     (W)     SCALED    
 DS1091* NAVD 88     -      1378.464  (meters)    4522.51   (feet)  ADJUSTED  
 DS1091  ___________________________________________________________________
 DS1091  GEOID HEIGHT-         -21.89  (meters)                     GEOID03
 DS1091  DYNAMIC HT  -        1376.462 (meters)    4515.94  (feet)  COMP
 DS1091  MODELED GRAV-     979,137.6   (mgal)                       NAVD 88
 DS1091
 DS1091  VERT ORDER  -  FIRST     CLASS II
 DS1091
 DS1091.The horizontal coordinates were scaled from a topographic map and have
 DS1091.an estimated accuracy of +/- 6 seconds.
 DS1091
 DS1091.The orthometric height was determined by differential leveling
 DS1091.and adjusted by the National Geodetic Survey in June 1991..
 DS1091
 DS1091.The geoid height was determined by GEOID03.
 DS1091
 DS1091.The dynamic height is computed by dividing the NAVD 88
 DS1091.geopotential number by the normal gravity value computed on the
 DS1091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS1091.degrees latitude (g = 980.6199 gals.).
 DS1091
 DS1091.The modeled gravity was interpolated from observed gravity values.
 DS1091
 DS1091;                    North         East    Units  Estimated Accuracy
 DS1091;SPC NM C     -   253,530.      516,770.      MT  (+/- 180 meters Scaled)
 DS1091
 DS1091                          SUPERSEDED SURVEY CONTROL
 DS1091
 DS1091.No superseded survey control is available for this station.
 DS1091
 DS1091_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDS003835(NAD 83)
 DS1091_MARKER: DR = REFERENCE MARK DISK
 DS1091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS1091_SP_SET: CONCRETE POST
 DS1091_STAMPING: LANE NO 2 1967
 DS1091_MARK LOGO: CGS   
 DS1091_PROJECTION: FLUSH
 DS1091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS1091+STABILITY: SURFACE MOTION
 DS1091
 DS1091  HISTORY     - Date     Condition        Report By
 DS1091  HISTORY     - 1967     MONUMENTED       CGS
 DS1091  HISTORY     - 1980     GOOD             NGS
 DS1091
 DS1091                          STATION DESCRIPTION
 DS1091
 DS1091'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 DS1091'24.4 KM (15.15 MI) NORT FROM TULAROSA.
 DS1091'0.1 KM (0.05 MI) EAST ALONG HIGUERA AVENUE FROM THE POST OFFICE IN
 DS1091'TULAROSA, THENCE 24.3 KM (15.1 MI) NORTHERLY ALONG U.S. HIGHWAY 54,
 DS1091'0.5 KM (0.3 MI) SOUTH OF MILEPOST 95, 30.2 METERS (99.0 FT) WEST
 DS1091'OF THE CENTERLINE OF THE HIGHWAY, 18.4 METERS (60.2 FT)
 DS1091'NORTH-NORTHWEST OF THE STATION MARK AND 0.3 METER (1.0 FT) EAST OF
 DS1091'A FENCE.
 DS1091'THE MARK IS 16.1 METERS  N FROM A WITNESS POST.
 DS1091'THE MARK IS 0.9 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CF0292 ***********************************************************************
 CF0292  DESIGNATION -  LANG
 CF0292  PID         -  CF0292
 CF0292  STATE/COUNTY-  NM/HIDALGO
 CF0292  USGS QUAD   -  LANG CANYON (1983)
 CF0292
 CF0292                         *CURRENT SURVEY CONTROL
 CF0292  ___________________________________________________________________
 CF0292* NAD 83(1992)-  31 20 34.22332(N)    108 45 27.22880(W)     ADJUSTED  
 CF0292* NAVD 88     -      2060.4    (meters)    6760.     (feet)  VERTCON   
 CF0292  ___________________________________________________________________
 CF0292  LAPLACE CORR-           2.33  (seconds)                    DEFLEC99
 CF0292  GEOID HEIGHT-         -25.84  (meters)                     GEOID03
 CF0292
 CF0292  HORZ ORDER  -  THIRD
 CF0292
 CF0292.The horizontal coordinates were established by classical geodetic methods
 CF0292.and adjusted by the National Geodetic Survey in December 1993..
 CF0292
 CF0292.The NAVD 88 height was computed by applying the VERTCON shift value to
 CF0292.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CF0292
 CF0292.The Laplace correction was computed from DEFLEC99 derived deflections.
 CF0292
 CF0292.The geoid height was determined by GEOID03.
 CF0292
 CF0292;                    North         East     Units Scale Factor Converg.
 CF0292;SPC NM W     -    38,377.286   742,055.010   MT  1.00001203   -0 28 50.8
 CF0292;SPC NM W     -   125,909.48  2,434,558.81   sFT  1.00001203   -0 28 50.8
 CF0292;UTM  12      - 3,469,770.391   713,332.035   MT  1.00016137   +1 10 00.7
 CF0292
 CF0292!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CF0292!SPC NM W     -   0.99968062  x   1.00001203  =   0.99969264
 CF0292!UTM  12      -   0.99968062  x   1.00016137  =   0.99984194
 CF0292
 CF0292:                Primary Azimuth Mark                     Grid Az
 CF0292:SPC NM W     -  5955=HYLO                                070 25 58.5
 CF0292:UTM  12      -  5955=HYLO                                068 47 07.0
 CF0292
 CF0292|---------------------------------------------------------------------|
 CF0292| PID    Reference Object                     Distance      Geod. Az  |
 CF0292|                                                           dddmmss.s |
 CF0292| CF0287 5955=HYLO                           APPROX.16.2 KM 0695707.7 |
 CF0292|---------------------------------------------------------------------|
 CF0292
 CF0292                          SUPERSEDED SURVEY CONTROL
 CF0292
 CF0292  NAD 83(1992)-  31 20 34.22395(N)    108 45 27.22772(W) AD(       ) 3
 CF0292  NAD 83(1986)-  31 20 34.22941(N)    108 45 27.21668(W) AD(       ) 3
 CF0292  NAD 27      -  31 20 33.84079(N)    108 45 25.05788(W) AD(       ) 3
 CF0292  NGVD 29 (07/19/86) 2059.5    (m)         6757.     (f) VERT ANG       
 CF0292
 CF0292.Superseded values are not recommended for survey control.
 CF0292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0292.See file dsdata.txt to determine how the superseded data were derived.
 CF0292
 CF0292_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RYV1333269770(NAD 83)
 CF0292_MARKER: DD = SURVEY DISK
 CF0292_SETTING: 66 = SET IN ROCK OUTCROP
 CF0292_SP_SET: SET IN ROCK OUTCROP
 CF0292_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CF0292+STABILITY: POSITION/ELEVATION WELL
 CF0292
 CF0292  HISTORY     - Date     Condition        Report By
 CF0292  HISTORY     - 1917     MONUMENTED       USGS
 CF0292
 CF0292                          STATION DESCRIPTION
 CF0292
 CF0292'DESCRIBED BY US GEOLOGICAL SURVEY 1917
 CF0292'ON THE HIGHEST PEAK OF THE SAN LUIS MOUNTAINS, BETWEEN SAN LUIS PASS
 CF0292'AND MEXICAN BOUNDARY.  IS 4 MI. S. OF THE RD., 1 MI. N. OF
 CF0292'INTERNATIONAL BOUNDARY MONUMENT NO.65, AND 4 MI. NE. OF LANG RANCH IN
 CF0292'THE ANIMAS VALLEY.
 CF0292'TOP OF PEAK WAS CLEARED OF SCATTERED TREES EXCEPT ONE JUNIPER TREE.
 CF0292'
 CF0292'STATION MARK - BRONZE TABLET IN CONE SHAPED ROCK PROJECTING 1 FT.
 CF0292'ABOVE GROUND.
 CF0292'
 CF0292'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0677 ***********************************************************************
 GN0677  DESIGNATION -  LANGLEY
 GN0677  PID         -  GN0677
 GN0677  STATE/COUNTY-  NM/RIO ARRIBA
 GN0677  USGS QUAD   -  POLVADERA PEAK (1977)
 GN0677
 GN0677                         *CURRENT SURVEY CONTROL
 GN0677  ___________________________________________________________________
 GN0677* NAD 83(1992)-  36 00 26.41290(N)    106 23 04.38457(W)     ADJUSTED  
 GN0677* NAVD 88     -      3523.8    (meters)   11561.     (feet)  VERTCON   
 GN0677  ___________________________________________________________________
 GN0677  LAPLACE CORR-          -4.66  (seconds)                    DEFLEC99
 GN0677  GEOID HEIGHT-         -18.71  (meters)                     GEOID03
 GN0677
 GN0677  HORZ ORDER  -  THIRD
 GN0677
 GN0677.The horizontal coordinates were established by classical geodetic methods
 GN0677.and adjusted by the National Geodetic Survey in December 1993..
 GN0677
 GN0677.The NAVD 88 height was computed by applying the VERTCON shift value to
 GN0677.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GN0677
 GN0677.The Laplace correction was computed from DEFLEC99 derived deflections.
 GN0677
 GN0677.The geoid height was determined by GEOID03.
 GN0677
 GN0677;                    North         East     Units Scale Factor Converg.
 GN0677;SPC NM C     -   555,335.279   487,870.695   MT  0.99990181   -0 04 44.8
 GN0677;SPC NM C     - 1,821,962.49  1,600,622.44   sFT  0.99990181   -0 04 44.8
 GN0677;UTM  13      - 3,985,648.648   375,221.462   MT  0.99979185   -0 48 50.6
 GN0677
 GN0677!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GN0677!SPC NM C     -   0.99945017  x   0.99990181  =   0.99935204
 GN0677!UTM  13      -   0.99945017  x   0.99979185  =   0.99924214
 GN0677
 GN0677:                Primary Azimuth Mark                     Grid Az
 GN0677:SPC NM C     -  NORTH LANGLEY                            342 15 28.4
 GN0677:UTM  13      -  NORTH LANGLEY                            342 59 34.2
 GN0677
 GN0677|---------------------------------------------------------------------|
 GN0677| PID    Reference Object                     Distance      Geod. Az  |
 GN0677|                                                           dddmmss.s |
 GN0677| GN0451 NORTH LANGLEY                       APPROX. 6.1 KM 3421043.6 |
 GN0677|---------------------------------------------------------------------|
 GN0677
 GN0677                          SUPERSEDED SURVEY CONTROL
 GN0677
 GN0677  NAD 83(1986)-  36 00 26.41805(N)    106 23 04.39011(W) AD(       ) 3
 GN0677  NGVD 29 (09/14/90) 3522.5    (m)        11557.     (f) VERT ANG       
 GN0677
 GN0677.Superseded values are not recommended for survey control.
 GN0677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0677.See file dsdata.txt to determine how the superseded data were derived.
 GN0677
 GN0677_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV7522185649(NAD 83)
 GN0677_MARKER: DS = TRIANGULATION STATION DISK
 GN0677_SETTING: 0 = UNSPECIFIED SETTING
 GN0677_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GN0677
 GN0677  HISTORY     - Date     Condition        Report By
 GN0677  HISTORY     - 1931     MONUMENTED       USGS
 GN0677
 GN0677                          STATION DESCRIPTION
 GN0677
 GN0677'DESCRIBED BY US GEOLOGICAL SURVEY 1931
 GN0677'FOLLOWING DESCRIPTION BY USGS, 1931
 GN0677'
 GN0677'ON HIGHEST POINT OF TSCHICEMA MOUNTAIN, 17 MI. W. OF ESPANOLA.
 GN0677'ANIMALS CAN BE TAKEN TO STATION BY TRAIL FROM SANTA CLARA CANYON.
 GN0677'TRAILS LEAD UP S. SIDE OF MOUNTAIN.
 GN0677'
 GN0677'LANGLEY, WAS DESCRIBED BY GEOLOGICAL SURVEY BUL. 122, PAGE 165,
 GN0677'1882-90, AND IN 1906, H. L. BALDWIN, JR., IN TRIANGULATION OF THE
 GN0677'PLATEAU REGION OF NEW MEXICO (1887) AS ON THE HIGHEST POINT OF TEWAN
 GN0677'MOUNTAINS.  THIS PEAK WAS CALLED --SANTA CLARA-- BY WHEELER SURVEY AND
 GN0677'--LANGLEY-- BY GEOLOGICAL SURVEY.  THE POINT WHERE THE SIGNAL MONUMENT
 GN0677'NOW STANDS IS BELIEVED TO HAVE BEEN THE LOCATION OF THE OLD CUT-IN
 GN0677'POINT AS THE REMAINS OF AN OLD MONUMENT ARE IN EVIDENCE.
 GN0677'
 GN0677'STATION MARK--A STANDARD BRONZE TABLET CEMENTED IN ROCK IN PLACE AND
 GN0677'STAMPED---R 1931---.
 GN0677'
 GN0677'REFERENCE MARK NO. 1--STANDARD BRONZE TABLET STAMPED---REF MARK
 GN0677'NO. 1---, DIST. 33.6 FT.
 GN0677'
 GN0677'REFERENCE MARK NO. 2--STANDARD BRONZE TABLET STAMPED---REF MARK
 GN0677'NO. 2---, DIST. 51.8 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0629 ***********************************************************************
 GM0629  DESIGNATION -  LARGA
 GM0629  PID         -  GM0629
 GM0629  STATE/COUNTY-  NM/COLFAX
 GM0629  USGS QUAD   -  MESA LARGA (1971)
 GM0629
 GM0629                         *CURRENT SURVEY CONTROL
 GM0629  ___________________________________________________________________
 GM0629* NAD 83(1992)-  36 44 21.68210(N)    104 10 05.40146(W)     ADJUSTED  
 GM0629* NAVD 88     -      2352.6    (meters)    7718.     (feet)  VERTCON   
 GM0629  ___________________________________________________________________
 GM0629  LAPLACE CORR-          -1.60  (seconds)                    DEFLEC99
 GM0629  GEOID HEIGHT-         -18.60  (meters)                     GEOID03
 GM0629
 GM0629  HORZ ORDER  -  FIRST
 GM0629
 GM0629.The horizontal coordinates were established by classical geodetic methods
 GM0629.and adjusted by the National Geodetic Survey in December 1993..
 GM0629
 GM0629.The NAVD 88 height was computed by applying the VERTCON shift value to
 GM0629.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GM0629
 GM0629.The Laplace correction was computed from DEFLEC99 derived deflections.
 GM0629
 GM0629.The geoid height was determined by GEOID03.
 GM0629
 GM0629;                    North         East     Units Scale Factor Converg.
 GM0629;SPC NM E     -   636,566.490   179,750.419   MT  0.99991177   +0 05 55.7
 GM0629;SPC NM E     - 2,088,468.56    589,731.17   sFT  0.99991177   +0 05 55.7
 GM0629;UTM  13      - 4,066,281.427   574,265.833   MT  0.99966795   +0 29 51.4
 GM0629
 GM0629!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GM0629!SPC NM E     -   0.99963385  x   0.99991177  =   0.99954565
 GM0629!UTM  13      -   0.99963385  x   0.99966795  =   0.99930192
 GM0629
 GM0629|---------------------------------------------------------------------|
 GM0629| PID    Reference Object                     Distance      Geod. Az  |
 GM0629|                                                           dddmmss.s |
 GM0629| CM8940 LARGA RM 1                            8.642 METERS 06113     |
 GM0629| GL1514 CAPULIN SCHOOLHOUSE CHIMNEY         APPROX.15.4 KM 0903248.4 |
 GM0629| CM8941 LARGA RM 2                            9.786 METERS 16218     |
 GM0629| CM8939 LARGA AZ MK                                        1681615.4 |
 GM0629|---------------------------------------------------------------------|
 GM0629
 GM0629                          SUPERSEDED SURVEY CONTROL
 GM0629
 GM0629  NAD 83(1992)-  36 44 21.68823(N)    104 10 05.40013(W) AD(       ) 1
 GM0629  NAD 83(1986)-  36 44 21.68917(N)    104 10 05.39931(W) AD(       ) 1
 GM0629  NAD 27      -  36 44 21.59490(N)    104 10 03.47780(W) AD(       ) 1
 GM0629  NGVD 29 (07/19/86) 2351.5    (m)         7715.     (f) VERT ANG       
 GM0629
 GM0629.Superseded values are not recommended for survey control.
 GM0629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0629.See file dsdata.txt to determine how the superseded data were derived.
 GM0629
 GM0629_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEA7426666281(NAD 83)
 GM0629_MARKER: DS = TRIANGULATION STATION DISK
 GM0629_SETTING: 80 = SET IN A BOULDER
 GM0629_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 GM0629
 GM0629  HISTORY     - Date     Condition        Report By
 GM0629  HISTORY     - 1945     MONUMENTED       CGS
 GM0629  HISTORY     - 1945     GOOD             CGS
 GM0629  HISTORY     - 1953     GOOD             CGS
 GM0629  HISTORY     - 1960     GOOD             CGS
 GM0629
 GM0629                          STATION DESCRIPTION
 GM0629
 GM0629'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (CAE)
 GM0629'STATION IS LOCATED ABOUT 19 MILES (AIR LINE) SE OF RATON
 GM0629'AND ABOUT 9 MILES (AIR LINE) W OF CAPULIN.  IT IS ON THE N END
 GM0629'OF MESA LARGA, A LONG FLAT MESA WHICH BREAKS OFF SHARP ON
 GM0629'THE N END AND HAS A SMALL PROMINENT PEAK JUST OFF OF ITS N
 GM0629'END, THIS IS CLEARLY SEEN FROM THE S PART OF RATON.
 GM0629'
 GM0629'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 85
 GM0629'AND U.S. HIGHWAY 87 AND 64 ABOUT 1 MILE S OF RATON, GO E ON
 GM0629'HIGHWAY 87 AND 64 FOR 11.9 MILES TO A WELL TRAVELED GRAVEL
 GM0629'ROAD LEADING TO THE RIGHT, THIS IS ABOUT 0.1 MILE BEFORE
 GM0629'COMING TO A SMALL CONCRETE BRIDGE, TURN RIGHT ON THE GRAVEL
 GM0629'ROAD AND CONTINUE FOR 4.2 MILES TO A CATTLE GUARD AT A SMALL
 GM0629'STONE BUILDING, CONTINUE STRAIGHT AHEAD FOR 1.4 MILES TO A
 GM0629'TRACK ROAD LEADING LEFT ALONG A FENCE, THIS ROAD IS JUST
 GM0629'AFTER CROSSING A SMALL WOODEN BRIDGE AND A RANCH LIES TO THE
 GM0629'RIGHT.  TURN LEFT ON THE TRACK ROAD AND CONTINUE FOR 0.7
 GM0629'MILE TO A LEFT TURN AT A FENCE CORNER, BEAR LEFT ON THE
 GM0629'TRACK ROAD AND CONTINUE FOR 1.1 MILES TO A DIM TRACK ROAD
 GM0629'LEADING RIGHT, THIS IS ABOUT 0.1 MILE BEFORE COMING TO A
 GM0629'SMALL ADOBE HOUSE ON THE SIDE OF A HILL TO THE LEFT, TURN
 GM0629'RIGHT ON THE DIM TRACK ROAD AND FOLLOW IT AROUND THE LEFT OF
 GM0629'THE SMALL HILL AT THE BASE OF THE MESA FOR 0.5 MILE TO A
 GM0629'DIRT TANK AND THE END OF TRUCK TRAVEL.  PACK E THROUGH THE
 GM0629'RIM AND CONTINUE TO THE HIGHEST POINT AND THE STATION
 GM0629'WHICH IS ABOUT 36 FEET ESE OF THE CAIRN WHICH HAS BEEN
 GM0629'BUILT ON THE HIGHEST POINT.
 GM0629'
 GM0629'STATION MARK IS A BRONZE STATION DISK SET IN A BOULDER PROJECTING
 GM0629'ABOUT 3 INCHES ABOVE THE GROUND.  DISK IS STAMPED LARGA 1945.
 GM0629'IT IS 140 FEET S OF THE N EDGE OF THE MESA AND 36 FEET ESE
 GM0629'OF A 3-FOOT CAIRN BUILT ON THE HIGHEST POINT.
 GM0629'
 GM0629'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A BOULDER
 GM0629'PROJECTING ABOUT 10 INCHES.  DISK IS STAMPED LARGA NO 1 1945.
 GM0629'IT IS ENE OF THE STATION AND ABOUT LEVEL WITH IT.
 GM0629'
 GM0629'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A BOULDER
 GM0629'PROJECTING ABOUT 4 INCHES.  DISK IS STAMPED LARGA NO 2
 GM0629'1945.  IT IS SSE OF THE STATION AND ABOUT 8 INCHES LOWER.
 GM0629'
 GM0629'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN A BOULDER PROJECTING
 GM0629'ABOUT 6 INCHES.  DISK IS STAMPED LARGA 1945.  IT IS ABOUT
 GM0629'1/4 MILE SSE OF THE STATION, 10 FEET W OF THE E RIM, AND 2
 GM0629'FEET NNE OF A 2-1/2-FOOT CAIRN.
 GM0629'
 GM0629'HEIGHT OF LIGHT ABOVE STATION MARK - 1.62 METERS.
 GM0629
 GM0629                          STATION RECOVERY (1945)
 GM0629
 GM0629'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945
 GM0629'STATION MARK, REFERENCE MARKS WERE FOUND IN GOOD CONDITION
 GM0629'AND DESCRIPTION ADEQUATE.  DISTANCES TO THE REFERENCE MARKS
 GM0629'WERE CHECKED.  AZIMUTH MARK WAS NOT SEARCHED FOR.
 GM0629
 GM0629                          STATION RECOVERY (1953)
 GM0629
 GM0629'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (LWQ)
 GM0629'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 GM0629'DISTANCES TO REFERENCE MARKS WERE NOT CHECKED.  DESCRIPTION
 GM0629'IS ADEQUATE.
 GM0629
 GM0629                          STATION RECOVERY (1960)
 GM0629
 GM0629'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HWK)
 GM0629'STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2
 GM0629'AND THE AZIMUTH MARK WERE RECOVERED AS DESCRIBED AND FOUND TO
 GM0629'BE IN GOOD CONDITION.  THE DIRECTIONS AND DISTANCES TO THE
 GM0629'MARKS WERE VERIFIED AND THE DESCRIPTION WAS ENTIRELY ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0559 ***********************************************************************
 GN0559  DESIGNATION -  LARGO
 GN0559  PID         -  GN0559
 GN0559  STATE/COUNTY-  NM/SANDOVAL
 GN0559  USGS QUAD   -  TAYLOR RANCH (1963)
 GN0559
 GN0559                         *CURRENT SURVEY CONTROL
 GN0559  ___________________________________________________________________
 GN0559* NAD 83(1992)-  36 03 58.76416(N)    107 11 56.37203(W)     ADJUSTED  
 GN0559* NAVD 88     -      2305.1    (meters)    7563.     (feet)  VERTCON   
 GN0559  ___________________________________________________________________
 GN0559  LAPLACE CORR-           4.27  (seconds)                    DEFLEC99
 GN0559  GEOID HEIGHT-         -20.07  (meters)                     GEOID03
 GN0559
 GN0559  HORZ ORDER  -  FIRST
 GN0559
 GN0559.The horizontal coordinates were established by classical geodetic methods
 GN0559.and adjusted by the National Geodetic Survey in December 1993..
 GN0559
 GN0559.The NAVD 88 height was computed by applying the VERTCON shift value to
 GN0559.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GN0559
 GN0559.The Laplace correction was computed from DEFLEC99 derived deflections.
 GN0559
 GN0559.The geoid height was determined by GEOID03.
 GN0559
 GN0559;                    North         East     Units Scale Factor Converg.
 GN0559;SPC NM C     -   562,288.178   414,514.403   MT  0.99999002   -0 33 31.4
 GN0559;SPC NM C     - 1,844,773.80  1,359,952.67   sFT  0.99999002   -0 33 31.4
 GN0559;SPC NM W     -   562,066.965   887,142.204   MT  0.99995689   +0 22 24.5
 GN0559;SPC NM W     - 1,844,048.03  2,910,565.71   sFT  0.99995689   +0 22 24.5
 GN0559;UTM  13      - 3,993,542.702   301,961.092   MT  1.00008327   -1 17 42.1
 GN0559
 GN0559!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GN0559!SPC NM C     -   0.99964149  x   0.99999002  =   0.99963152
 GN0559!SPC NM W     -   0.99964149  x   0.99995689  =   0.99959840
 GN0559!UTM  13      -   0.99964149  x   1.00008327  =   0.99972474
 GN0559
 GN0559:                Primary Azimuth Mark                     Grid Az
 GN0559:SPC NM C     -  LARGO AZ MK                              007 17 07.0
 GN0559:SPC NM W     -  LARGO AZ MK                              006 21 11.1
 GN0559:UTM  13      -  LARGO AZ MK                              008 01 17.7
 GN0559
 GN0559|---------------------------------------------------------------------|
 GN0559| PID    Reference Object                     Distance      Geod. Az  |
 GN0559|                                                           dddmmss.s |
 GN0559| CD4481 LARGO AZ MK                                        0064335.6 |
 GN0559| CD4482 LARGO RM 1                           18.351 METERS 21659     |
 GN0559| CD4483 LARGO RM 2                           12.693 METERS 32447     |
 GN0559|---------------------------------------------------------------------|
 GN0559
 GN0559                          SUPERSEDED SURVEY CONTROL
 GN0559
 GN0559  NAD 83(1986)-  36 03 58.76420(N)    107 11 56.37661(W) AD(       ) 1
 GN0559  NAD 27      -  36 03 58.70940(N)    107 11 54.22220(W) AD(       ) 1
 GN0559  NGVD 29 (07/19/86) 2304.0    (m)         7559.     (f) VERT ANG       
 GN0559
 GN0559.Superseded values are not recommended for survey control.
 GN0559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0559.See file dsdata.txt to determine how the superseded data were derived.
 GN0559
 GN0559_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV0196193543(NAD 83)
 GN0559_MARKER: DS = TRIANGULATION STATION DISK
 GN0559_SETTING: 0 = UNSPECIFIED SETTING
 GN0559
 GN0559  HISTORY     - Date     Condition        Report By
 GN0559  HISTORY     - 1958     MONUMENTED       CGS
 GN0559  HISTORY     - 1960     GOOD             CGS
 GN0559
 GN0559                          STATION DESCRIPTION
 GN0559
 GN0559'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RLE)
 GN0559'THE STATION IS LOCATED ON THE HIGHEST POINT AT THE EAST END
 GN0559'OF A SHORT SAND RIDGE WHICH HAS A SCATTERING OF CEDAR AND
 GN0559'PINON TREES, ABOUT 13 MILES WEST-NORTHWEST OF CUBA, ABOUT
 GN0559'3 MILES SOUTHWEST OF STATE HIGHWAY NO. 44 AND 6 FEET EAST
 GN0559'OF A WITNESS POST.  THE MARK IS A STANDARD DISK BRAZED TO THE
 GN0559'TOP OF A 2-INCH IRON PIPE, PROJECTS 6 INCHES ABOVE THE SURFACE
 GN0559'OF THE GROUND AND IS STAMPED LARGO 1958.
 GN0559'
 GN0559'REFERENCE MARK NO. 1 IS ABOUT THE SAME ELEVATION AS THE STATION.
 GN0559'THE MARK IS A STANDARD DISK BRAZED TO THE TOP OF A 2-INCH
 GN0559'IRON PIPE, PROJECTS 8 INCHES ABOVE THE SURFACE OF THE GROUND
 GN0559'AND IS STAMPED LARGO NO 1 1958.
 GN0559'
 GN0559'REFERENCE MARK NO. 2 IS ABOUT 2 FEET LOWER THAN THE STATION.
 GN0559'THE MARK IS A STANDARD DISK BRAZED TO THE TOP OF A 2-INCH
 GN0559'IRON PIPE, PROJECTS 8 INCHES ABOVE THE SURFACE OF THE GROUND
 GN0559'AND IS STAMPED LARGO NO 2 1958.
 GN0559'
 GN0559'AZIMUTH MARK IS 16 FEET NORTHWEST OF THE CENTER OF THE TRACK
 GN0559'ROAD AND 2 FEET NORTHEAST OF A WITNESS POST.  THE MARK PROJECTS
 GN0559'4 INCHES ABOVE THE SURFACE OF THE GROUND AND IS STAMPED LARGO
 GN0559'1958.
 GN0559'
 GN0559'TO REACH THE STATION FROM THE POST OFFICE IN CUBA, GO NORTHWEST
 GN0559'AND WEST ON STATE HIGHWAY NO. 44 FOR 11.9 MILES TO A SIGN
 GN0559'CONTINENTIAL DIVIDE, CONTINUE AHEAD ON STATE HIGHWAY NO. 44
 GN0559'FOR 1.9 MILES TO A SIDE ROAD ON THE LEFT, TURN LEFT AND GO
 GN0559'WESTERLY ON THE DIRT ROAD FOR 0.7 MILE TO A WIRE GATE, CONTINUE
 GN0559'WESTERLY THROUGH THE WIRE GATE AND GO 0.2 MILE TO A WIRE GATE,
 GN0559'CONTINUE WESTERLY THROUGH THE WIRE GATE AND GO 1.3 MILES TO
 GN0559'A CROSS ROAD AT A WIRE FENCE, TURN LEFT AND GO SOUTHERLY ON
 GN0559'THE EAST SIDE OF THE FENCE FOR 0.3 MILE TO A FORK, TAKE THE
 GN0559'RIGHT FORK AND GO SOUTHERLY FOR 0.4 MILE TO THE AZIMUTH MARK
 GN0559'ON THE RIGHT AS DESCRIBED, CONTINUE SOUTHERLY FOR 0.5 MILE
 GN0559'TO THE TOP OF A SMALL GRADE, FROM HERE PACK WESTERLY FOR
 GN0559'ABOUT A 100 YARDS TO THE TOP OF HILL AND THE STATION AS
 GN0559'DESCRIBED.
 GN0559
 GN0559                          STATION RECOVERY (1960)
 GN0559
 GN0559'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HWK)
 GN0559'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2
 GN0559'AND THE AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.
 GN0559'THE DISTANCES TO THE REFERENCE MARKS WERE VERIFIED.  THE
 GN0559'DIRECTION TO THE REFERENCE MARKS AND THE AZIMUTH WERE VERIFIED.
 GN0559'
 GN0559'THE PREVIOUS TO REACH IS NOT ADEQUATE.  FOLLOWING IS A NEW
 GN0559'TO REACH THE STATION.
 GN0559'
 GN0559'TO REACH THE STATION FROM THE POST OFFICE IN CUBA, GO NORTHWEST
 GN0559'AND WEST ON STATE HIGHWAY 44 FOR 11.8 MILES TO A SIGN CONTINENTIAL
 GN0559'DIVIDE.  CONTINUE STRAIGHT AHEAD ON HIGHWAY 44 FOR 1.9 MILES
 GN0559'TO A SIDE ROAD ON THE LEFT.  TURN LEFT AND GO SOUTH ON THE
 GN0559'DIRT ROAD FOR 0.7 MILE TO A WIRE GATE.  CONTINUE SOUTH THROUGH
 GN0559'THE GATE FOR 0.2 MILE TO A WIRE GATE.  CONTINUE SOUTH THROUGH
 GN0559'THE GATE FOR 1.25 MILES TO A CROSSROAD.  TURN LEFT AND GO
 GN0559'SOUTHEAST FOR 0.3 MILE TO A FORK.  BEAR RIGHT AND GO SOUTH
 GN0559'FOR 0.45 MILE TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE
 GN0559'SOUTHERLY FOR 0.05 MILE TO THE TOP OF A SMALL GRADE AND THE
 GN0559'END OF TRUCK TRAVEL.  PACK WESTERLY TO THE TOP OF A SMALL
 GN0559'HILL AND THE STATION.  ABOUT A 5 MINUTE PACK.
 GN0559'
 GN0559'NOTE--REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0652 ***********************************************************************
 GN0652  DESIGNATION -  LARGO
 GN0652  PID         -  GN0652
 GN0652  STATE/COUNTY-  NM/SAN JUAN
 GN0652  USGS QUAD   -  CUTTER CANYON (1985)
 GN0652
 GN0652                         *CURRENT SURVEY CONTROL
 GN0652  ___________________________________________________________________
 GN0652* NAD 83(1992)-  36 43 01.32991(N)    107 39 24.77793(W)     ADJUSTED  
 GN0652* NAVD 88     -      2108.2    (meters)    6917.     (feet)  VERTCON   
 GN0652  ___________________________________________________________________
 GN0652  LAPLACE CORR-           3.59  (seconds)                    DEFLEC99
 GN0652  GEOID HEIGHT-         -20.58  (meters)                     GEOID03
 GN0652
 GN0652  HORZ ORDER  -  THIRD
 GN0652
 GN0652.The horizontal coordinates were established by classical geodetic methods
 GN0652.and adjusted by the National Geodetic Survey in December 1993..
 GN0652
 GN0652.The NAVD 88 height was computed by applying the VERTCON shift value to
 GN0652.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GN0652
 GN0652.The Laplace correction was computed from DEFLEC99 derived deflections.
 GN0652
 GN0652.The geoid height was determined by GEOID03.
 GN0652
 GN0652;                    North         East     Units Scale Factor Converg.
 GN0652;SPC NM W     -   634,096.400   845,762.863   MT  0.99991973   +0 06 19.8
 GN0652;SPC NM W     - 2,080,364.61  2,774,806.99   sFT  0.99991973   +0 06 19.8
 GN0652;UTM  13      - 4,066,773.746   262,703.450   MT  1.00029378   -1 35 21.1
 GN0652
 GN0652!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GN0652!SPC NM W     -   0.99967249  x   0.99991973  =   0.99959224
 GN0652!UTM  13      -   0.99967249  x   1.00029378  =   0.99996617
 GN0652
 GN0652:                Primary Azimuth Mark                     Grid Az
 GN0652:SPC NM W     -  SAN JUAN                                 029 10 00.9
 GN0652:UTM  13      -  SAN JUAN                                 030 51 41.8
 GN0652
 GN0652|---------------------------------------------------------------------|
 GN0652| PID    Reference Object                     Distance      Geod. Az  |
 GN0652|                                                           dddmmss.s |
 GN0652| GN0645 SAN JUAN                            APPROX. 9.4 KM 0291620.7 |
 GN0652|---------------------------------------------------------------------|
 GN0652
 GN0652                          SUPERSEDED SURVEY CONTROL
 GN0652
 GN0652  NAD 83(1992)-  36 43 01.32701(N)    107 39 24.78177(W) AD(       ) 3
 GN0652  NAD 83(1986)-  36 43 01.32495(N)    107 39 24.78650(W) AD(       ) 3
 GN0652  NAD 27      -  36 43 01.30349(N)    107 39 22.59039(W) AD(       ) 3
 GN0652  NGVD 29 (07/19/86) 2107.1    (m)         6913.     (f) VERT ANG       
 GN0652
 GN0652.Superseded values are not recommended for survey control.
 GN0652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0652.See file dsdata.txt to determine how the superseded data were derived.
 GN0652
 GN0652_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBA6270366774(NAD 83)
 GN0652_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GN0652+SATELLITE: SATELLITE OBSERVATIONS - March 12, 2005
 GN0652
 GN0652  HISTORY     - Date     Condition        Report By
 GN0652  HISTORY     - UNK      MONUMENTED       USGS
 GN0652  HISTORY     - 1956     GOOD             USGS
 GN0652  HISTORY     - 20050312 GOOD             GEOCAC
 GN0652
 GN0652                          STATION DESCRIPTION
 GN0652
 GN0652'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 GN0652'STATION RECOVERED AS DESCRIBED.  MARK IN GOOD
 GN0652'CONDITION.  STATION IS APPROXIMATELY 9.5 MI. AIRLINE E. OF BLANCO,
 GN0652'NEW MEXICO.  STATION IS ON HIGH MESA SEPARATING GOVERNADER AND CARRIZO
 GN0652'CANYONS.  STATION IS ON SMALL CONE SHAPED TOP ON MESA.  MESA IS HIGHER
 GN0652'TO THE E.
 GN0652'
 GN0652'TO REACH STATION FROM THE BRIDGE ACROSS THE SAN JUAN RIVER AT BLANCO,
 GN0652'NEW MEXICO, GO E. ON STATE HIGHWAY 17 UP THROUGH MANSENARIAS CANYON
 GN0652'AND UP ON TO MANSENERIAS MESA FOR 9.15 MI. TO T-RD. TO RIGHT.  TURN
 GN0652'RIGHT AND CONTINUE S. AND E. ON RD. UP ON TO THE HIGH MESA BETWEEN
 GN0652'GOBERNADOR AND CARRIZO CANYONS AND E. ALONG MESA FOR 2.0 MI.  STATION
 GN0652'IS ON LOW CONE SHAPED TOP APPROXIMATELY 500 FT. S. OF THE RD.
 GN0652'
 GN0652'STATION MARK--ALUMINUM TRIANGULATION TABLET CEMENTED IN SANDSTONE
 GN0652'BOULDER, PROJECTING 0.6 FT. ABOVE GROUND AND MEASURING APPROXIMATELY
 GN0652'2 FT. X 5 FT. (HIGHEST POINT OF TOP IS 1.4 FT. ABOVE TABLET.)
 GN0652
 GN0652                          STATION RECOVERY (2005)
 GN0652
 GN0652'RECOVERY NOTE BY GEOCACHING 2005 (VL)
 GN0652'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0289 ***********************************************************************
 CX0289  DESIGNATION -  LARGO 2
 CX0289  PID         -  CX0289
 CX0289  STATE/COUNTY-  NM/OTERO
 CX0289  USGS QUAD   -  TRES HERMANOS SW (1982)
 CX0289
 CX0289                         *CURRENT SURVEY CONTROL
 CX0289  ___________________________________________________________________
 CX0289* NAD 83(1992)-  32 36 43.86549(N)    106 08 40.33956(W)     ADJUSTED  
 CX0289* NAVD 88     -      1225.332  (meters)    4020.11   (feet)  ADJUSTED  
 CX0289  ___________________________________________________________________
 CX0289  LAPLACE CORR-           3.74  (seconds)                    DEFLEC99
 CX0289  GEOID HEIGHT-         -23.13  (meters)                     GEOID03
 CX0289  DYNAMIC HT  -        1223.539 (meters)    4014.23  (feet)  COMP
 CX0289  MODELED GRAV-     979,133.4   (mgal)                       NAVD 88
 CX0289
 CX0289  HORZ ORDER  -  FIRST
 CX0289  VERT ORDER  -  FIRST     CLASS II
 CX0289
 CX0289.The horizontal coordinates were established by classical geodetic methods
 CX0289.and adjusted by the National Geodetic Survey in December 1993..
 CX0289
 CX0289.The orthometric height was determined by differential leveling
 CX0289.and adjusted by the National Geodetic Survey in June 1991..
 CX0289
 CX0289.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX0289
 CX0289.The geoid height was determined by GEOID03.
 CX0289
 CX0289.The dynamic height is computed by dividing the NAVD 88
 CX0289.geopotential number by the normal gravity value computed on the
 CX0289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0289.degrees latitude (g = 980.6199 gals.).
 CX0289
 CX0289.The modeled gravity was interpolated from observed gravity values.
 CX0289
 CX0289;                    North         East     Units Scale Factor Converg.
 CX0289;SPC NM C     -   178,751.660   509,897.595   MT  0.99990121   +0 03 24.6
 CX0289;SPC NM C     -   586,454.40  1,672,889.03   sFT  0.99990121   +0 03 24.6
 CX0289;UTM  13      - 3,608,873.165   392,613.643   MT  0.99974220   -0 37 00.9
 CX0289
 CX0289!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX0289!SPC NM C     -   0.99981128  x   0.99990121  =   0.99971251
 CX0289!UTM  13      -   0.99981128  x   0.99974220  =   0.99955353
 CX0289
 CX0289|---------------------------------------------------------------------|
 CX0289| PID    Reference Object                     Distance      Geod. Az  |
 CX0289|                                                           dddmmss.s |
 CX0289| CX0290 LARGO 2 RM 1                         12.236 METERS 08150     |
 CX0289| CX0291 LARGO 2 RM 2                         10.970 METERS 16151     |
 CX0289| CX0280 KEY 2                               APPROX. 8.1 KM 1781442.1 |
 CX0289|---------------------------------------------------------------------|
 CX0289
 CX0289                          SUPERSEDED SURVEY CONTROL
 CX0289
 CX0289  NAD 83(1986)-  32 36 43.87328(N)    106 08 40.33987(W) AD(       ) 1
 CX0289  NAD 27      -  32 36 43.54940(N)    106 08 38.37841(W) AD(       ) 1
 CX0289  NGVD 29 (??/??/92) 1224.754  (m)         4018.21   (f) ADJ UNCH    1 2
 CX0289
 CX0289.Superseded values are not recommended for survey control.
 CX0289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0289.See file dsdata.txt to determine how the superseded data were derived.
 CX0289
 CX0289_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS9261408873(NAD 83)
 CX0289_MARKER: DS = TRIANGULATION STATION DISK
 CX0289_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CX0289_SP_SET: MONUMENT
 CX0289_STAMPING: LARGO 2 1964
 CX0289_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX0289
 CX0289  HISTORY     - Date     Condition        Report By
 CX0289  HISTORY     - 1965     MONUMENTED       CGS
 CX0289  HISTORY     - 1965     GOOD             NGS
 CX0289  HISTORY     - 1968     GOOD             CGS
 CX0289
 CX0289                          STATION DESCRIPTION
 CX0289
 CX0289'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (WRH)
 CX0289'STATION IS LOCATED ABOUT 24.0 MILES NORTHEAST OF WHITE SANDS
 CX0289'MISSILE RANGE HEADQUARTERS, 20.0 MILES SOUTH SOUTHWEST OF
 CX0289'ALAMOGORDO AND ABOUT 14.0 MILES NORTH OF WSMR ROUTE 2 ON THE TOP OF
 CX0289'A SMALL MOUND WITH A WHITE ASTRODOME.
 CX0289'
 CX0289'STATION IS REACHED AS FOLLOWS--FROM WHITE SANDS MISSILE RANGE
 CX0289'HEADQUARTERS GO EAST, ON WSMR ROUTE 2, FOR 5.4 MILES TO A FORK.
 CX0289'TAKE RIGHT FORK (WSMR ROUTE 2) AND CONTINUE SOUTHEASTERLY AND
 CX0289'EASTERLY FOR 15.0 MILES TO A GRAVELED ROAD ON THE LEFT THAT IS
 CX0289'ABOUT 0.2 MILE WEST OF THE EAST MILITARY POLICE CHECK POINT.  TURN
 CX0289'LEFT AND GO NORTHERLY, ON GRAVELED ROAD, FOR 8.0 MILES TO A
 CX0289'CROSSROAD AND GUARD STATION.  PASS THROUGH GUARD GATE AND CONTINUE
 CX0289'NORTHERLY, ON GRAVELED ROAD (PASSING AMRAD RADAR FACILITY), FOR
 CX0289'6.4 MILES TO A MOUND, THE ASTRODOME AND STATION.
 CX0289'
 CX0289'STATION, STAMPED LARGO 2 1964, IS A STANDARD USC AND GS BRONZE DISK
 CX0289'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH
 CX0289'WITH THE GROUND.  IT IS 37.0 FEET WEST NORTHWEST OF THE NORTHEAST
 CX0289'CORNER OF PAD, 24.0 FEET NORTH NORTHWEST OF THE SOUTHWEST CORNER
 CX0289'OF PAD AND 6.0 FEET NORTHWEST OF THE ASTRODOME.
 CX0289'
 CX0289'R. M. NO. 1, STAMPED LARGO 2 NO 1 1964, IS A STANDARD USC AND GS
 CX0289'BRONZE DISK SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT
 CX0289'IS FLUSH WITH THE GROUND.  IT IS 37.0 FEET EAST NORTHEAST OF THE
 CX0289'NORTHWEST CORNER OF THE PAD, 24.0 FEET NORTH NORTHEAST OF THE
 CX0289'SOUTHEAST CORNER OF THE PAD, 11.0 FEET NORTH NORTHEAST OF THE
 CX0289'ASTRODOME AND ABOUT THE SAME ELEVATION AS THE STATION.
 CX0289'
 CX0289'R. M. NO. 2, STAMPED LARGO 2 NO 2 1964, IS A STANDARD USC AND GS
 CX0289'BRONZE DISK CEMENTED IN A DRILL HOLE IN THE SOUTHWEST CORNER OF THE
 CX0289'PAD.  IT IS ABOUT THE SAME ELEVATION AS THE STATION.
 CX0289'
 CX0289'HEIGHT OF LIGHT ABOVE STATION MARK 1.3 METERS.
 CX0289
 CX0289                          STATION RECOVERY (1965)
 CX0289
 CX0289'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 CX0289'16.2 MI N FROM OROGRANDE.
 CX0289'0.4 MILE WEST FROM THE SOUTHERN PACIFIC RAILROAD STATION IN OROGRANDE
 CX0289'TO U.S. HIGHWAY 54, THENCE 0.5 MILE SOUTHEAST ALONG U.S. HIGHWAY 54 TO
 CX0289'WSMR ROUTE NO. 2, THENCE 4.35 MILES NORTHWEST ALONG WSMR ROUTE NO. 2
 CX0289'TO THE EAST GUARD GATE TO WSMR, PASS THROUGH GUARD GATE AND CONTINUE
 CX0289'WEST 0.15 MILE TO WSMR ROUTE NO. 252, THENCE NORTH 14.5 MILES ALONG
 CX0289'WSMR ROUTE NO. 252 TO A MOUND WITH A WHITE ASTRODOME ON IT, 37 FEET
 CX0289'WEST-NORTHWEST OF THE NORTHEAST CORNER OF A PAD, 24 FEET
 CX0289'NORTH-NORTHWEST OF THE SOUTHWEST CORNER OF THE PAD, 6 FEET NORTHWEST
 CX0289'OF THE ASTRODOME, SET IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT
 CX0289'WHICH IS SET FLUSH WITH THE SURFACE OF THE GROUND.
 CX0289
 CX0289                          STATION RECOVERY (1968)
 CX0289
 CX0289'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JCC)
 CX0289'THE STATION IS 25 MILES NORTHEAST OF WHITE SANDS MISSILE RANGE
 CX0289'HEADQUARTERS BUILDING, 23 MILES SOUTHWEST OF ALAMOGORDO, 16-1/2
 CX0289'MILES NORTH-NORTHWEST OF OROGRANDE, AND AT A CAMERA STATION KNOWN
 CX0289'LOCALLY AS LARGO SITE.
 CX0289'
 CX0289'TO REACH THE STATION FROM WHITE SANDS MISSILE RANGE HEADQUARTERS
 CX0289'BUILDING, GO EAST ON NIKE AVENUE (WSMR RTE. 2) FOR 20.65 MILES TO
 CX0289'A SIDE ROAD ON THE LEFT APPROXIMATELY 125 YARDS WEST OF A SECURITY
 CX0289'CHECK POINT WHICH IS AT THE EAST ENTRANCE TO WHITE SANDS MISSILE
 CX0289'RANGE.  TURN LEFT AND GO NORTH ON THE BLACKTOP ROAD FOR 7.05
 CX0289'MILES TO A CROSSROAD AND A SECURITY GUARD BUILDING IN THE
 CX0289'NORTHWEST ANGLE OF THE INTERSECTION.  CONTINUE NORTH ON THE
 CX0289'BLACKTOP AND GRAVELED ROAD FOR 6.75 MILES TO A MOUND WITH A
 CX0289'WHITE ASTRODOME AND THE STATION AS DESCRIBED.
 CX0289'
 CX0289'STATION MARK, A STANDARD DISK STAMPED LARGO 2 1964, IS SET IN A
 CX0289'10-INCH SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS 6 FEET
 CX0289'NORTHWEST OF THE NORTHWEST CORNER OF THE CONCRETE FOUNDATION FOR
 CX0289'THE ASTRODOME.
 CX0289'
 CX0289'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED LARGO 2 NO 1 1964,
 CX0289'IS SET IN A 10-INCH SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.
 CX0289'IT IS 11 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE CONCRETE
 CX0289'FOUNDATION FOR THE ASTRODOME.
 CX0289'
 CX0289'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED LARGO 2 NO 2 1964, IS
 CX0289'CEMENTED IN A DRILL HOLE IN THE SOUTHWEST CORNER OF AN OLD
 CX0289'CONCRETE FOUNDATION WHICH IS SOUTH OF THE ASTRODOME.
 CX0289'
 CX0289'HEIGHT OF LIGHT ABOVE STATION MARK 1.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0290 ***********************************************************************
 CX0290  DESIGNATION -  LARGO 2 RM 1
 CX0290  PID         -  CX0290
 CX0290  STATE/COUNTY-  NM/OTERO
 CX0290  USGS QUAD   -  TRES HERMANOS SW (1982)
 CX0290
 CX0290                         *CURRENT SURVEY CONTROL
 CX0290  ___________________________________________________________________
 CX0290* NAD 83(1986)-  32 36 43.     (N)    106 08 40.     (W)     SCALED    
 CX0290* NAVD 88     -      1225.340  (meters)    4020.14   (feet)  ADJUSTED  
 CX0290  ___________________________________________________________________
 CX0290  GEOID HEIGHT-         -23.13  (meters)                     GEOID03
 CX0290  DYNAMIC HT  -        1223.548 (meters)    4014.26  (feet)  COMP
 CX0290  MODELED GRAV-     979,133.4   (mgal)                       NAVD 88
 CX0290
 CX0290  VERT ORDER  -  FIRST     CLASS II
 CX0290
 CX0290.The horizontal coordinates were scaled from a topographic map and have
 CX0290.an estimated accuracy of +/- 6 seconds.
 CX0290
 CX0290.The orthometric height was determined by differential leveling
 CX0290.and adjusted by the National Geodetic Survey in June 1991..
 CX0290
 CX0290.The geoid height was determined by GEOID03.
 CX0290
 CX0290.The dynamic height is computed by dividing the NAVD 88
 CX0290.geopotential number by the normal gravity value computed on the
 CX0290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0290.degrees latitude (g = 980.6199 gals.).
 CX0290
 CX0290.The modeled gravity was interpolated from observed gravity values.
 CX0290
 CX0290;                    North         East    Units  Estimated Accuracy
 CX0290;SPC NM C     -   178,730.      509,910.      MT  (+/- 180 meters Scaled)
 CX0290
 CX0290                          SUPERSEDED SURVEY CONTROL
 CX0290
 CX0290  NGVD 29 (??/??/92) 1224.763  (m)         4018.24   (f) ADJ UNCH    1 2
 CX0290
 CX0290.Superseded values are not recommended for survey control.
 CX0290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0290.See file dsdata.txt to determine how the superseded data were derived.
 CX0290
 CX0290_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS926088(NAD 83)
 CX0290_MARKER: DR = REFERENCE MARK DISK
 CX0290_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CX0290_SP_SET: MONUMENT
 CX0290_STAMPING: LARGO 2 NO 1 1964
 CX0290_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX0290
 CX0290  HISTORY     - Date     Condition        Report By
 CX0290  HISTORY     - 1964     MONUMENTED       CGS
 CX0290  HISTORY     - 1965     GOOD             NGS
 CX0290
 CX0290                          STATION DESCRIPTION
 CX0290
 CX0290'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 CX0290'16.2 MI N FROM OROGRANDE.
 CX0290'0.4 MILE WEST FROM THE SOUTHERN PACIFIC RAILROAD STATION IN OROGRANDE
 CX0290'TO U.S. HIGHWAY 54, THENCE 0.5 MILE SOUTHEAST ALONG U. S. HIGHWAY 54
 CX0290'TO WSMR ROUTE NO. 2, THENCE 4.35 MILES NORTHWEST ALONG WSMR ROUTE NO.
 CX0290'2 TO THE EAST GUARD GATE TO WSMR, PASS THROUGH GUARD GATE AND CONTINUE
 CX0290'WEST 0.15 MILE TO WSMR ROUTE NO. 252, THENCE NORTH 14.5 MILES ALONG
 CX0290'WSMR ROUTE NO. 252 TO A MOUND WITH A WHITE ASTRODOME ON IT, 37 FEET
 CX0290'EAST-NORTHEAST OF THE NORTHWEST CORNER OF A PAD, 24 FEET
 CX0290'NORTH-NORTHEAST OF THE SOUTHEAST CORNER OF THE PAD, 11 FEET
 CX0290'NORTH-NORTHEAST OF THE ASTRODOME, SET IN THE TOP OF A 10 INCH SQUARE
 CX0290'CONCRETE MONUMENT THAT IS FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0291 ***********************************************************************
 CX0291  DESIGNATION -  LARGO 2 RM 2
 CX0291  PID         -  CX0291
 CX0291  STATE/COUNTY-  NM/OTERO
 CX0291  USGS QUAD   -  TRES HERMANOS SW (1982)
 CX0291
 CX0291                         *CURRENT SURVEY CONTROL
 CX0291  ___________________________________________________________________
 CX0291* NAD 83(1986)-  32 36 43.     (N)    106 08 40.     (W)     SCALED    
 CX0291* NAVD 88     -      1225.316  (meters)    4020.06   (feet)  ADJUSTED  
 CX0291  ___________________________________________________________________
 CX0291  GEOID HEIGHT-         -23.13  (meters)                     GEOID03
 CX0291  DYNAMIC HT  -        1223.523 (meters)    4014.18  (feet)  COMP
 CX0291  MODELED GRAV-     979,133.4   (mgal)                       NAVD 88
 CX0291
 CX0291  VERT ORDER  -  FIRST     CLASS II
 CX0291
 CX0291.The horizontal coordinates were scaled from a topographic map and have
 CX0291.an estimated accuracy of +/- 6 seconds.
 CX0291
 CX0291.The orthometric height was determined by differential leveling
 CX0291.and adjusted by the National Geodetic Survey in June 1991..
 CX0291
 CX0291.The geoid height was determined by GEOID03.
 CX0291
 CX0291.The dynamic height is computed by dividing the NAVD 88
 CX0291.geopotential number by the normal gravity value computed on the
 CX0291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0291.degrees latitude (g = 980.6199 gals.).
 CX0291
 CX0291.The modeled gravity was interpolated from observed gravity values.
 CX0291
 CX0291;                    North         East    Units  Estimated Accuracy
 CX0291;SPC NM C     -   178,730.      509,910.      MT  (+/- 180 meters Scaled)
 CX0291
 CX0291                          SUPERSEDED SURVEY CONTROL
 CX0291
 CX0291  NGVD 29 (??/??/92) 1224.738  (m)         4018.16   (f) ADJ UNCH    1 2
 CX0291
 CX0291.Superseded values are not recommended for survey control.
 CX0291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0291.See file dsdata.txt to determine how the superseded data were derived.
 CX0291
 CX0291_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS926088(NAD 83)
 CX0291_MARKER: DR = REFERENCE MARK DISK
 CX0291_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CX0291_SP_SET: DRILL HOLE
 CX0291_STAMPING: LARGO 2 NO 2 1964
 CX0291_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX0291
 CX0291  HISTORY     - Date     Condition        Report By
 CX0291  HISTORY     - 1964     MONUMENTED       CGS
 CX0291  HISTORY     - 1965     GOOD             NGS
 CX0291
 CX0291                          STATION DESCRIPTION
 CX0291
 CX0291'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 CX0291'16.2 MI N FROM OROGRANDE.
 CX0291'0.4 MILE WEST FROM THE SOUTHERN PACIFIC RAILROAD STATION IN OROGRANDE
 CX0291'TO U.S. HIGHWAY 54, THENCE 0.5 MILE SOUTHEAST ALONG U.S. HIGHWAY 54 TO
 CX0291'WSMR ROUTE NO. 2, THENCE 4.35 MILES NORTHWEST ALONG WSMR ROUTE NO. 2
 CX0291'TO THE EAST GUARD GATE TO WSMR, PASS THROUGH GUARD GATE AND CONTINUE
 CX0291'WEST 0.15 MILE TO WSMR ROUTE NO. 252, THENCE NORTH 14.5 MILES ALONG
 CX0291'WSMR ROUTE NO. 252 TO A MOUND WITH A WHITE ASTRODOME ON IT, MARK IS
 CX0291'CEMENTED IN A DRILLHOLE IN THE SOUTHWEST CORNER OF THE PAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0288 ***********************************************************************
 CX0288  DESIGNATION -  LARGO RM 2
 CX0288  PID         -  CX0288
 CX0288  STATE/COUNTY-  NM/OTERO
 CX0288  USGS QUAD   -  TRES HERMANOS SW (1982)
 CX0288
 CX0288                         *CURRENT SURVEY CONTROL
 CX0288  ___________________________________________________________________
 CX0288* NAD 83(1986)-  32 36 43.     (N)    106 08 39.     (W)     SCALED    
 CX0288* NAVD 88     -      1225.315  (meters)    4020.05   (feet)  ADJUSTED  
 CX0288  ___________________________________________________________________
 CX0288  GEOID HEIGHT-         -23.13  (meters)                     GEOID03
 CX0288  DYNAMIC HT  -        1223.523 (meters)    4014.18  (feet)  COMP
 CX0288  MODELED GRAV-     979,133.5   (mgal)                       NAVD 88
 CX0288
 CX0288  VERT ORDER  -  FIRST     CLASS II
 CX0288
 CX0288.The horizontal coordinates were scaled from a topographic map and have
 CX0288.an estimated accuracy of +/- 6 seconds.
 CX0288
 CX0288.The orthometric height was determined by differential leveling
 CX0288.and adjusted by the National Geodetic Survey in June 1991..
 CX0288
 CX0288.The geoid height was determined by GEOID03.
 CX0288
 CX0288.The dynamic height is computed by dividing the NAVD 88
 CX0288.geopotential number by the normal gravity value computed on the
 CX0288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0288.degrees latitude (g = 980.6199 gals.).
 CX0288
 CX0288.The modeled gravity was interpolated from observed gravity values.
 CX0288
 CX0288;                    North         East    Units  Estimated Accuracy
 CX0288;SPC NM C     -   178,730.      509,930.      MT  (+/- 180 meters Scaled)
 CX0288
 CX0288                          SUPERSEDED SURVEY CONTROL
 CX0288
 CX0288  NGVD 29 (??/??/92) 1224.737  (m)         4018.16   (f) ADJ UNCH    1 2
 CX0288
 CX0288.Superseded values are not recommended for survey control.
 CX0288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0288.See file dsdata.txt to determine how the superseded data were derived.
 CX0288
 CX0288_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS926088(NAD 83)
 CX0288_MARKER: DR = REFERENCE MARK DISK
 CX0288_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CX0288_SP_SET: MONUMENT
 CX0288_STAMPING: LARGO 2
 CX0288_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX0288
 CX0288  HISTORY     - Date     Condition        Report By
 CX0288  HISTORY     - UNK      MONUMENTED       WSMR
 CX0288  HISTORY     - 1965     GOOD             NGS
 CX0288
 CX0288                          STATION DESCRIPTION
 CX0288
 CX0288'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 CX0288'16.2 MI N FROM OROGRANDE.
 CX0288'0.4 MILE WEST FROM THE SOUTHERN PACIFIC RAILROAD STATION IN OROGRANDE
 CX0288'TO U.S. HIGHWAY 54, THENCE 0.5 MILE SOUTHEAST ALONG U.S. HIGHWAY 54 TO
 CX0288'WSMR ROUTE NO. 2, THENCE 4.35 MILES NORTHWEST ALONG WSMR ROUTE NO. 2
 CX0288'TO THE EAST GUARD GATE TO WSMR, PASS THROUGH GUARD GATE AND CONTINUE
 CX0288'WEST 0.15 MILE TO WSMR ROUTE NO. 252, THENCE NORTH 14.5 MILES ALONG
 CX0288'WSMR ROUTE NO. 252 TO A MOUND ON THE LEFT WITH A WHITE ASTRODOME ON
 CX0288'IT, 150 FEET SOUTHWEST OF THE MOUND ON TOP OF A HIGH SAND DUNE, SET IN
 CX0288'THE TOP OF A PRECAST CONCRETE MONUMENT 6 INCHES IN DIAMETER AND WHICH
 CX0288'PROJECTS 10 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0855 ***********************************************************************
 GM0855  DESIGNATION -  LARKSPUR
 GM0855  PID         -  GM0855
 GM0855  STATE/COUNTY-  NM/TAOS
 GM0855  USGS QUAD   -  WHEELER PEAK (1995)
 GM0855
 GM0855                         *CURRENT SURVEY CONTROL
 GM0855  ___________________________________________________________________
 GM0855* NAD 83(1992)-  36 30 33.84591(N)    105 24 33.09674(W)     ADJUSTED  
 GM0855* NAVD 88     -      3657.     (meters)   11998.     (feet)  VERTCON   
 GM0855  ___________________________________________________________________
 GM0855  LAPLACE CORR-           0.39  (seconds)                    DEFLEC99
 GM0855  GEOID HEIGHT-         -16.73  (meters)                     GEOID03
 GM0855
 GM0855  HORZ ORDER  -  THIRD
 GM0855
 GM0855.The horizontal coordinates were established by classical geodetic methods
 GM0855.and adjusted by the National Geodetic Survey in December 1993..
 GM0855
 GM0855.The NAVD 88 height was computed by applying the VERTCON shift value to
 GM0855.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GM0855
 GM0855.The Laplace correction was computed from DEFLEC99 derived deflections.
 GM0855
 GM0855.The geoid height was determined by GEOID03.
 GM0855
 GM0855;                    North         East     Units Scale Factor Converg.
 GM0855;SPC NM C     -   611,361.132   575,312.933   MT  0.99996986   +0 30 01.0
 GM0855;SPC NM C     - 2,005,773.98  1,887,505.85   sFT  0.99996986   +0 30 01.0
 GM0855;UTM  13      - 4,040,528.796   463,358.903   MT  0.99961654   -0 14 36.4
 GM0855
 GM0855!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GM0855!SPC NM C     -   0.99942910  x   0.99996986  =   0.99939898
 GM0855!UTM  13      -   0.99942910  x   0.99961654  =   0.99904586
 GM0855
 GM0855                          SUPERSEDED SURVEY CONTROL
 GM0855
 GM0855  NAD 83(1986)-  36 30 33.85418(N)    105 24 33.10082(W) AD(       ) 3
 GM0855  NGVD 29 (10/23/90) 3655.     (m)        11991.     (f) VERT ANG       
 GM0855
 GM0855.Superseded values are not recommended for survey control.
 GM0855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0855.See file dsdata.txt to determine how the superseded data were derived.
 GM0855
 GM0855_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDA6335940529(NAD 83)
 GM0855_MARKER: DS = TRIANGULATION STATION DISK
 GM0855_SETTING: 0 = UNSPECIFIED SETTING
 GM0855_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GM0855
 GM0855  HISTORY     - Date     Condition        Report By
 GM0855  HISTORY     - 1927     MONUMENTED       USGS
 GM0855  HISTORY     - 1963     GOOD             USGS
 GM0855
 GM0855                          STATION DESCRIPTION
 GM0855
 GM0855'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 GM0855'ON SUMMIT OF LARKSPUR PEAK, ABOUT 20 MI. NE. OF TAOS.  CAN BE REACHED
 GM0855'FROM TAOS BY RD. TO INDIAN PUEBLO AND UP PUEBLO CREEK, THENCE BY
 GM0855'SIMPSON MEMORIAL TRAIL TO SADDLE 1.0 MI. E. OF SUMMIT.  ANIMALS CAN
 GM0855'BE TAKEN TO TOP.
 GM0855'
 GM0855'RECOVERED BY G. D. FORNEY 1963.
 GM0855'
 GM0855'STATION MARK--BRONZE TABLET CEMENTED IN ROCK IN PLACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0560 ***********************************************************************
 CX0560  DESIGNATION -  LARRY
 CX0560  PID         -  CX0560
 CX0560  STATE/COUNTY-  NM/OTERO
 CX0560  USGS QUAD   -  NEWMAN NE (1955)
 CX0560
 CX0560                         *CURRENT SURVEY CONTROL
 CX0560  ___________________________________________________________________
 CX0560* NAD 83(1992)-  32 09 53.83414(N)    106 15 42.54835(W)     ADJUSTED  
 CX0560* NAVD 88     -      1251.682  (meters)    4106.56   (feet)  ADJUSTED  
 CX0560  ___________________________________________________________________
 CX0560  LAPLACE CORR-           3.79  (seconds)                    DEFLEC99
 CX0560  GEOID HEIGHT-         -23.60  (meters)                     GEOID03
 CX0560  DYNAMIC HT  -        1249.814 (meters)    4100.43  (feet)  COMP
 CX0560  MODELED GRAV-     979,103.9   (mgal)                       NAVD 88
 CX0560
 CX0560  HORZ ORDER  -  FIRST
 CX0560  VERT ORDER  -  SECOND    CLASS 0
 CX0560
 CX0560.The horizontal coordinates were established by classical geodetic methods
 CX0560.and adjusted by the National Geodetic Survey in December 1993..
 CX0560
 CX0560.The orthometric height was determined by differential leveling
 CX0560.and adjusted by the National Geodetic Survey in June 1991..
 CX0560
 CX0560.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX0560
 CX0560.The geoid height was determined by GEOID03.
 CX0560
 CX0560.The dynamic height is computed by dividing the NAVD 88
 CX0560.geopotential number by the normal gravity value computed on the
 CX0560.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0560.degrees latitude (g = 980.6199 gals.).
 CX0560
 CX0560.The modeled gravity was interpolated from observed gravity values.
 CX0560
 CX0560;                    North         East     Units Scale Factor Converg.
 CX0560;SPC NM C     -   129,156.708   498,885.302   MT  0.99990002   -0 00 22.7
 CX0560;SPC NM C     -   423,741.63  1,636,759.53   sFT  0.99990002   -0 00 22.7
 CX0560;UTM  13      - 3,559,417.340   381,024.128   MT  0.99977456   -0 40 18.5
 CX0560
 CX0560!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX0560!SPC NM C     -   0.99980721  x   0.99990002  =   0.99970725
 CX0560!UTM  13      -   0.99980721  x   0.99977456  =   0.99958181
 CX0560
 CX0560|---------------------------------------------------------------------|
 CX0560| PID    Reference Object                     Distance      Geod. Az  |
 CX0560|                                                           dddmmss.s |
 CX0560| CX0561 LARRY RM 1                           12.717 METERS 13612     |
 CX0560| CX0562 LARRY RM 2                            9.472 METERS 25050     |
 CX0560| CX1556 LEON                                APPROX. 7.6 KM 3080200.1 |
 CX0560|---------------------------------------------------------------------|
 CX0560
 CX0560                          SUPERSEDED SURVEY CONTROL
 CX0560
 CX0560  NAD 83(1986)-  32 09 53.83943(N)    106 15 42.54496(W) AD(       ) 1
 CX0560  NAD 27      -  32 09 53.47355(N)    106 15 40.60265(W) AD(       ) 1
 CX0560  NGVD 29 (??/??/92) 1251.094  (m)         4104.63   (f) ADJ UNCH    2 0
 CX0560
 CX0560.Superseded values are not recommended for survey control.
 CX0560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0560.See file dsdata.txt to determine how the superseded data were derived.
 CX0560
 CX0560_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR8102459417(NAD 83)
 CX0560_MARKER: DS = TRIANGULATION STATION DISK
 CX0560_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CX0560_SP_SET: MONUMENT
 CX0560_STAMPING: LARRY 1968
 CX0560_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX0560
 CX0560  HISTORY     - Date     Condition        Report By
 CX0560  HISTORY     - 1968     MONUMENTED       CGS
 CX0560  HISTORY     - 1969     GOOD             NGS
 CX0560
 CX0560                          STATION DESCRIPTION
 CX0560
 CX0560'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JCC)
 CX0560'THE STATION IS LOCATED ABOUT 19.5 MILES SOUTHEAST OF WHITE SANDS
 CX0560'MISSILE RANGE HEADQUARTERS BUILDING, ABOUT 14 MILES EAST-NORTHEAST
 CX0560'OF DONA ANA RANGE CAMP ON PROPERTY LEASED BY THE U.S. ARMY.
 CX0560'
 CX0560'TO REACH THE STATION FROM WHITE SANDS MISSILE RANGE HEADQUARTERS, GO
 CX0560'SOUTH AND SOUTHEAST ON HEADQUARTERS AVENUE FOR 3.9 MILES TO AN M.P.
 CX0560'CHECKPOINT.  PASS THROUGH THE CHECKPOINT AND CONTINUE SOUTHEASTERLY
 CX0560'AND SOUTH ON WSMR ROUTE 1 FOR 9.5 MILES TO A SIDE ROAD ON THE
 CX0560'LEFT.  TURN LEFT AND GO EAST ON A DIRT ROAD FOR 0.7 MILE TO A FORK.
 CX0560'TAKE LEFT FORK AND CONTINUE EAST-NORTHEAST ON DIRT ROAD FOR 7.0
 CX0560'MILES TO A CROSSROAD.  TURN RIGHT AND GO SOUTH ON A DIRT ROAD FOR
 CX0560'9.3 MILES TO THE STATION ON THE RIGHT ATOP A LARGE SAND DUNE.
 CX0560'
 CX0560'STATION MARK, A STANDARD DISK, STAMPED LARRY 1968 IS SET IN THE TOP
 CX0560'OF 14 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS ABOUT 4 INCHES.  IT
 CX0560'IS 360 FEET WEST OF THE CENTERLINE OF A ROAD, 22 FEET NORTH OF A
 CX0560'METAL WITNESS SIGN AND IS ABOUT 12 FEET HIGHER IN ELEVATION THAN
 CX0560'THE ROAD.
 CX0560'
 CX0560'R.M. NO. 1, A STANDARD DISK, STAMPED LARRY NO 1 1968, IS SET IN THE
 CX0560'TOP OF A CONCRETE MONUMENT 12 INCHES IN DIAMETER THAT PROJECTS ABOUT
 CX0560'2 INCHES.  IT IS 315 FEET WEST OF THE CENTERLINE OF A ROAD, 45 FEET
 CX0560'EAST OF A METAL WITNESS SIGN AND IS ABOUT 8 FEET HIGHER IN ELEVATION
 CX0560'THAN THE ROAD.
 CX0560'
 CX0560'R.M. NO. 2, A STANDARD DISK, STAMPED LARRY NO 2 1968, IS SET IN THE
 CX0560'TOP OF A CONCRETE MONUMENT 12 INCHES IN DIAMETER THAT PROJECTS ABOUT
 CX0560'1 INCH.  IT IS 376 FEET WEST OF THE CENTERLINE OF A ROAD, 16 FEET
 CX0560'WEST OF A METAL WITNESS SIGN AND IS ABOUT 16 FEET HIGHER IN ELEVATION
 CX0560'THAN THE ROAD.
 CX0560'
 CX0560'HEIGHT OF LIGHT ABOVE STATION MARK 4.6 METERS.
 CX0560
 CX0560                          STATION RECOVERY (1969)
 CX0560
 CX0560'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 CX0560'19.5 MI SE FROM WHITE SANDS MISSILE RANGE HDQ.
 CX0560'8.7 MILES SOUTH ALONG WAR ROAD 11 FROM WHITE SANDS MISSILE RANGE
 CX0560'HEADQUARTERS.  THENCE EAST 0.7 MILE ALONG A DIRT ROAD.  THENCE LEFT
 CX0560'FORK EAST NORTHEAST 7.0 MILES ALONG A DIRT ROAD TO ROAD JUNCTION.
 CX0560'THENCE SOUTH 9.3 MILES ALONG A DIRT ROAD.  IT IS SET IN THE TOP OF A
 CX0560'14-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS ABOUT 4-INCHES ABOVE
 CX0560'THE GROUND.  IT IS ABOUT 360 FEET WEST OF THE CENTERLINE OF ROAD AND
 CX0560'22 FEET NORTH OF A METAL WITNESS SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0561 ***********************************************************************
 CX0561  DESIGNATION -  LARRY RM 1
 CX0561  PID         -  CX0561
 CX0561  STATE/COUNTY-  NM/OTERO
 CX0561  USGS QUAD   -  NEWMAN NE (1955)
 CX0561
 CX0561                         *CURRENT SURVEY CONTROL
 CX0561  ___________________________________________________________________
 CX0561* NAD 83(1986)-  32 09 55.     (N)    106 15 40.     (W)     SCALED    
 CX0561* NAVD 88     -      1250.908  (meters)    4104.02   (feet)  ADJUSTED  
 CX0561  ___________________________________________________________________
 CX0561  GEOID HEIGHT-         -23.60  (meters)                     GEOID03
 CX0561  DYNAMIC HT  -        1249.042 (meters)    4097.90  (feet)  COMP
 CX0561  MODELED GRAV-     979,104.1   (mgal)                       NAVD 88
 CX0561
 CX0561  VERT ORDER  -  SECOND    CLASS 0
 CX0561
 CX0561.The horizontal coordinates were scaled from a topographic map and have
 CX0561.an estimated accuracy of +/- 6 seconds.
 CX0561
 CX0561.The orthometric height was determined by differential leveling
 CX0561.and adjusted by the National Geodetic Survey in June 1991..
 CX0561
 CX0561.The geoid height was determined by GEOID03.
 CX0561
 CX0561.The dynamic height is computed by dividing the NAVD 88
 CX0561.geopotential number by the normal gravity value computed on the
 CX0561.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0561.degrees latitude (g = 980.6199 gals.).
 CX0561
 CX0561.The modeled gravity was interpolated from observed gravity values.
 CX0561
 CX0561;                    North         East    Units  Estimated Accuracy
 CX0561;SPC NM C     -   129,190.      498,950.      MT  (+/- 180 meters Scaled)
 CX0561
 CX0561                          SUPERSEDED SURVEY CONTROL
 CX0561
 CX0561  NGVD 29 (??/??/92) 1250.320  (m)         4102.09   (f) ADJ UNCH    2 0
 CX0561
 CX0561.Superseded values are not recommended for survey control.
 CX0561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0561.See file dsdata.txt to determine how the superseded data were derived.
 CX0561
 CX0561_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR810594(NAD 83)
 CX0561_MARKER: DR = REFERENCE MARK DISK
 CX0561_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CX0561_SP_SET: MONUMENT
 CX0561_STAMPING: LARRY NO 1 1968
 CX0561_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX0561
 CX0561  HISTORY     - Date     Condition        Report By
 CX0561  HISTORY     - 1968     MONUMENTED       CGS
 CX0561  HISTORY     - 1969     GOOD             NGS
 CX0561
 CX0561                          STATION DESCRIPTION
 CX0561
 CX0561'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 CX0561'19.5 MI SE FROM WHITE SANDS MISSILE RANGE HDQ.
 CX0561'8.7 MILES SOUTH ALONG WAR ROAD 11 FROM WHITE SANDS MISSILE RANGE
 CX0561'HEADQUARTERS.  THENCE EAST 0.7 MILE ALONG A DIRT ROAD.  THENCE LEFT
 CX0561'FORK EAST NORTHEAST 7.0 MILES ALONG A DIRT ROAD TO A ROAD JUNCTION,
 CX0561'THENCE SOUTH 9.3 MILES ALONG A DIRT ROAD.  IT IS 315 FEET WEST OF THE
 CX0561'CENTERLINE OF ROAD, 45.5 FEET EAST OF A METAL WITNESS SIGN AND SET IN
 CX0561'THE TOP OF A 14-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS ABOUT 2
 CX0561'INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0562 ***********************************************************************
 CX0562  DESIGNATION -  LARRY RM 2
 CX0562  PID         -  CX0562
 CX0562  STATE/COUNTY-  NM/OTERO
 CX0562  USGS QUAD   -  NEWMAN NE (1955)
 CX0562
 CX0562                         *CURRENT SURVEY CONTROL
 CX0562  ___________________________________________________________________
 CX0562* NAD 83(1986)-  32 09 55.     (N)    106 15 43.     (W)     SCALED    
 CX0562* NAVD 88     -      1252.296  (meters)    4108.57   (feet)  ADJUSTED  
 CX0562  ___________________________________________________________________
 CX0562  GEOID HEIGHT-         -23.60  (meters)                     GEOID03
 CX0562  DYNAMIC HT  -        1250.428 (meters)    4102.45  (feet)  COMP
 CX0562  MODELED GRAV-     979,103.9   (mgal)                       NAVD 88
 CX0562
 CX0562  VERT ORDER  -  SECOND    CLASS 0
 CX0562
 CX0562.The horizontal coordinates were scaled from a topographic map and have
 CX0562.an estimated accuracy of +/- 6 seconds.
 CX0562
 CX0562.The orthometric height was determined by differential leveling
 CX0562.and adjusted by the National Geodetic Survey in June 1991..
 CX0562
 CX0562.The geoid height was determined by GEOID03.
 CX0562
 CX0562.The dynamic height is computed by dividing the NAVD 88
 CX0562.geopotential number by the normal gravity value computed on the
 CX0562.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0562.degrees latitude (g = 980.6199 gals.).
 CX0562
 CX0562.The modeled gravity was interpolated from observed gravity values.
 CX0562
 CX0562;                    North         East    Units  Estimated Accuracy
 CX0562;SPC NM C     -   129,190.      498,870.      MT  (+/- 180 meters Scaled)
 CX0562
 CX0562                          SUPERSEDED SURVEY CONTROL
 CX0562
 CX0562  NGVD 29 (??/??/92) 1251.708  (m)         4106.65   (f) ADJ UNCH    2 0
 CX0562
 CX0562.Superseded values are not recommended for survey control.
 CX0562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0562.See file dsdata.txt to determine how the superseded data were derived.
 CX0562
 CX0562_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR810594(NAD 83)
 CX0562_MARKER: DR = REFERENCE MARK DISK
 CX0562_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CX0562_SP_SET: MONUMENT
 CX0562_STAMPING: LARRY NO 2 1968
 CX0562_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX0562
 CX0562  HISTORY     - Date     Condition        Report By
 CX0562  HISTORY     - 1968     MONUMENTED       CGS
 CX0562  HISTORY     - 1969     GOOD             NGS
 CX0562
 CX0562                          STATION DESCRIPTION
 CX0562
 CX0562'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 CX0562'19.5 MI SE FROM WHITE SANDS MISSILE RANGE HDQ.
 CX0562'8.7 MILES SOUTH ALONG WAR ROAD 11 FROM WHITE SANDS MISSILE RANGE
 CX0562'HEADQUARTERS.  THENCE EAST 0.7 MILE ALONG A DIRT ROAD.  THENCE LEFT
 CX0562'FORK EAST NORTHEAST 7.0 MILES ALONG A DIRT ROAD TO A ROAD JUNCTION.
 CX0562'THENCE SOUTH 9.3 MILES ALONG A DIRT ROAD.  IT IS 376 FEET WEST OF THE
 CX0562'CENTERLINE OF ROAD, 16.0 FEET WEST OF A METAL WITNESS SIGN AND SET IN
 CX0562'THE TOP OF A 12-INCH IN DIAMETER CONCRETE MONUMENT THAT IS FLUSH WITH
 CX0562'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1665 ***********************************************************************
 CX1665  DESIGNATION -  LAS CRUCES MAGNETIC
 CX1665  PID         -  CX1665
 CX1665  STATE/COUNTY-  NM/DONA ANA
 CX1665  USGS QUAD   -  TORTUGAS MTN (1955)
 CX1665
 CX1665                         *CURRENT SURVEY CONTROL
 CX1665  ___________________________________________________________________
 CX1665* NAD 83(1992)-  32 16 56.22027(N)    106 44 56.60570(W)     ADJUSTED  
 CX1665* NAVD 88     -      1200.     (meters)    3937.     (feet)  SCALED    
 CX1665  ___________________________________________________________________
 CX1665  LAPLACE CORR-           4.22  (seconds)                    DEFLEC99
 CX1665  GEOID HEIGHT-         -23.89  (meters)                     GEOID03
 CX1665
 CX1665  HORZ ORDER  -  SECOND
 CX1665
 CX1665.The horizontal coordinates were established by classical geodetic methods
 CX1665.and adjusted by the National Geodetic Survey in December 1993..
 CX1665
 CX1665.The orthometric height was scaled from a topographic map.
 CX1665
 CX1665.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1665
 CX1665.The geoid height was determined by GEOID03.
 CX1665
 CX1665;                    North         East     Units Scale Factor Converg.
 CX1665;SPC NM C     -   142,275.441   452,992.017   MT  0.99992724   -0 15 59.6
 CX1665;SPC NM C     -   466,782.01  1,486,191.31   sFT  0.99992724   -0 15 59.6
 CX1665;UTM  13      - 3,573,068.362   335,289.290   MT  0.99993456   -0 56 03.7
 CX1665
 CX1665!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1665!SPC NM C     -   0.99981544  x   0.99992724  =   0.99974270
 CX1665!UTM  13      -   0.99981544  x   0.99993456  =   0.99975001
 CX1665
 CX1665|---------------------------------------------------------------------|
 CX1665| PID    Reference Object                     Distance      Geod. Az  |
 CX1665|                                                           dddmmss.s |
 CX1665| CX1662 LAS CRUCES MAGNETIC NORTH           263.368 METERS 00000     |
 CX1665| CC6821 LAS CRUCES MAGNETIC RM 1             13.911 METERS 27322     |
 CX1665| CX0758 NMDA 97                             APPROX. 3.8 KM 3503819.5 |
 CX1665| CC6822 LAS CRUCES MAGNETIC RM 2             20.878 METERS 35450     |
 CX1665|---------------------------------------------------------------------|
 CX1665
 CX1665                          SUPERSEDED SURVEY CONTROL
 CX1665
 CX1665  NAD 83(1986)-  32 16 56.22678(N)    106 44 56.60556(W) AD(       ) 2
 CX1665  NAD 27      -  32 16 55.88723(N)    106 44 54.59469(W) AD(       ) 2
 CX1665
 CX1665.Superseded values are not recommended for survey control.
 CX1665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1665.See file dsdata.txt to determine how the superseded data were derived.
 CX1665
 CX1665_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR3528973068(NAD 83)
 CX1665_MARKER: DS = TRIANGULATION STATION DISK
 CX1665_SETTING: 0 = UNSPECIFIED SETTING
 CX1665
 CX1665  HISTORY     - Date     Condition        Report By
 CX1665  HISTORY     - 1936     MONUMENTED       CGS
 CX1665  HISTORY     - 1942     SEE DESCRIPTION  LOCENG
 CX1665  HISTORY     - 1948     SEE DESCRIPTION  AMS
 CX1665
 CX1665                          STATION DESCRIPTION
 CX1665
 CX1665'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (WRP)
 CX1665'THE STATION IS THE MAGNETIC STATION STATE COLLEGE.  IT IS ON
 CX1665'THE EASTERN PART OF THE CAMPUS OF THE NEW MEXICO STATE AGRICULTURE
 CX1665'COLLEGE IN LAS CRUCES, 130 YARDS SOUTHEAST OF THE EAST GATE
 CX1665'POST OF THE GATE IN THE EAST-WEST FENCE WHICH IS A FEW FEET
 CX1665'SOUTH OF THE SWIMMING POOL, AND 10 YARDS WEST OF A SMALL DRY
 CX1665'ARROYO RUNNING ABOUT 200 YARDS EAST OF THE PUMP HOUSE, AND
 CX1665'EAST OF AND NEARLY IN LINE WITH THE SOUTH SIDE OF HODLEY HALL.
 CX1665'IT IS MARKED WITH A BRASS MAGNETIC STATION DISK SET IN A
 CX1665'CONCRETE POST, 6 BY 8 BY 30 INCHES, PROJECTING ABOUT 3 INCHES
 CX1665'ABOVE THE GROUND, AND PROTECTED BY A HEAP OF SAND AND GRAVEL.
 CX1665'THE REFERENCE MARKS ARE STANDARD DISKS.
 CX1665'REFERENCE MARK NO. 1 IS 13.911 METERS (45.64
 CX1665'FEET) FROM THE STATION N 86 DEG 38 MIN W, AND NO. 2
 CX1665'IS 20.878 METERS (68.50 FEET) FROM THE STATION
 CX1665'N 05 DEG 10 MIN W.  THE AZIMUTH MARK, SIMILAR TO THE
 CX1665'STATION MARK, IS AT THE NORTH END OF THE MERIDIAN LINE FROM
 CX1665'THE STATION, 85 FEET SOUTH OF AN EAST-WEST POWER LINE, AND
 CX1665'864.65 FEET FROM THE STATION.
 CX1665
 CX1665                          STATION RECOVERY (1942)
 CX1665
 CX1665'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1942
 CX1665'STATION RECOVERED BY DIV OF GEOPHYSICS
 CX1665'
 CX1665'STATION HAD BEEN REMOVED AND A NEW STATION STATE COLLEGE MAGNETIC
 CX1665'WAS ESTABLISHED.  THE MARK IS 68.63 FEET NW OF TRIANGULATION
 CX1665'STATION TORTUGAS AZIMUTH MARK, 25 FEET N OF CENTER OF DIRT
 CX1665'ROAD AND ABOUT 145 FEET SW OF ANOTHER DIRT ROAD.  MARKED BY
 CX1665'A STANDARD USC AND GS MAGNETIC BRONZE DISK SET 8 INCHES ABOVE
 CX1665'GROUND IN A CONCRETE POST, AND STAMPED LAS CRUCES 1942.
 CX1665
 CX1665                          STATION RECOVERY (1948)
 CX1665
 CX1665'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1948
 CX1665'STATION STAMPED LAS CRUCES 1942 IS ON NORTH SIDE OF ROAD TO
 CX1665'DRIPPING SPRINGS, WEST OF SIDE ROAD TO THE NORTHWEST, APPROXIMATELY
 CX1665'0.5 MILE W OF EAST LINE OF DONA ANA BEND COLONY.  IT IS PLUS
 CX1665'OR MINUS 50 FEET N OF TORTUGAS AZIMUTH MARK.
 CX1665'
 CX1665'IN 1953 THE MARK WAS REPORTED TO BE GONE PROBABLY COVERED BY
 CX1665'DRIFTING SAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0545 ***********************************************************************
 FN0545  DESIGNATION -  LAS VEGAS
 FN0545  PID         -  FN0545
 FN0545  STATE/COUNTY-  NM/SAN MIGUEL
 FN0545  USGS QUAD   -  LAS VEGAS (1963)
 FN0545
 FN0545                         *CURRENT SURVEY CONTROL
 FN0545  ___________________________________________________________________
 FN0545* NAD 83(1992)-  35 34 32.95837(N)    105 11 57.86017(W)     ADJUSTED  
 FN0545* NAVD 88     -      2012.2    (meters)    6602.     (feet)  VERTCON   
 FN0545  ___________________________________________________________________
 FN0545  LAPLACE CORR-          -2.98  (seconds)                    DEFLEC99
 FN0545  GEOID HEIGHT-         -18.97  (meters)                     GEOID03
 FN0545
 FN0545  HORZ ORDER  -  FIRST
 FN0545
 FN0545.The horizontal coordinates were established by classical geodetic methods
 FN0545.and adjusted by the National Geodetic Survey in December 1993..
 FN0545
 FN0545.The NAVD 88 height was computed by applying the VERTCON shift value to
 FN0545.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FN0545
 FN0545.The Laplace correction was computed from DEFLEC99 derived deflections.
 FN0545
 FN0545.The geoid height was determined by GEOID03.
 FN0545
 FN0545;                    North         East     Units Scale Factor Converg.
 FN0545;SPC NM E     -   507,802.657    86,501.864   MT  0.99998500   -0 30 14.0
 FN0545;SPC NM E     - 1,666,015.88    283,798.20   sFT  0.99998500   -0 30 14.0
 FN0545;UTM  13      - 3,936,920.843   481,932.287   MT  0.99960402   -0 06 57.6
 FN0545
 FN0545!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FN0545!SPC NM E     -   0.99968724  x   0.99998500  =   0.99967225
 FN0545!UTM  13      -   0.99968724  x   0.99960402  =   0.99929139
 FN0545
 FN0545:                Primary Azimuth Mark                     Grid Az
 FN0545:SPC NM E     -  LAS VEGAS RAD RANGE CEN TOWER            042 14 28.5
 FN0545:UTM  13      -  LAS VEGAS RAD RANGE CEN TOWER            041 51 12.1
 FN0545
 FN0545|---------------------------------------------------------------------|
 FN0545| PID    Reference Object                     Distance      Geod. Az  |
 FN0545|                                                           dddmmss.s |
 FN0545| FN0544 LAS VEGAS RAD RANGE CEN TOWER       APPROX. 4.0 KM 0414414.5 |
 FN0545| CJ7688 LAS VEGAS RM 1                        7.772 METERS 23801     |
 FN0545| FN0543 LAS VEGAS PUB SER CO TANK           APPROX. 3.6 KM 2961914.1 |
 FN0545| FN0568 HIGHLAND VILLAGE WATER TANK         APPROX. 7.0 KM 3145030.5 |
 FN0545| FN0541 LAS VEGAS PUB SER PWR PLT STK       APPROX. 3.4 KM 3173515.4 |
 FN0545| CJ7687 LAS VEGAS AZ MK                                    3212616.2 |
 FN0545| CJ7689 LAS VEGAS RM 2                        8.254 METERS 33234     |
 FN0545| FN0540 LAS VEGAS RAD STA KFUN TOWER        APPROX. 2.4 KM 3443733.9 |
 FN0545|---------------------------------------------------------------------|
 FN0545
 FN0545                          SUPERSEDED SURVEY CONTROL
 FN0545
 FN0545  NAD 83(1986)-  35 34 32.96437(N)    105 11 57.85922(W) AD(       ) 1
 FN0545  NAD 27      -  35 34 32.80640(N)    105 11 55.83540(W) AD(       ) 1
 FN0545  NGVD 29 (07/19/86) 2011.3    (m)         6599.     (f) VERT ANG       
 FN0545
 FN0545.Superseded values are not recommended for survey control.
 FN0545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0545.See file dsdata.txt to determine how the superseded data were derived.
 FN0545
 FN0545_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV8193236921(NAD 83)
 FN0545_MARKER: DS = TRIANGULATION STATION DISK
 FN0545_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FN0545
 FN0545  HISTORY     - Date     Condition        Report By
 FN0545  HISTORY     - 1949     MONUMENTED       CGS
 FN0545  HISTORY     - 1949     GOOD             LOCENG
 FN0545
 FN0545                          STATION DESCRIPTION
 FN0545
 FN0545'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (DHK)
 FN0545'THE STATION IS LOCATED ABOUT 1.5 MILE AIR LINE SOUTHEAST
 FN0545'OF LAS VEGAS, ABOUT 0.5 MILE AIR LINE EAST OF GALLINAS CREEK
 FN0545'AND ABOUT 0.5 MILE AIR LINE EAST OF THE A.T. AND S.F. RAILROAD.
 FN0545'THE STATION IS LOCATED ON THE EXTREME SOUTHWEST END OF THE
 FN0545'SOUTHWEST SPUR OF THE FIRST MESA EAST OF GALLINAS CREEK.  THE
 FN0545'STATION SPUR HAS SCATTERED SCRUB CEDAR ON ITS SIDES AND TOP
 FN0545'AND DROPS OFF SHARPLY TO THE SOUTH AND WEST.  LOWER SPURS
 FN0545'EXTENDING FROM THE SAME MESA LIE NORTHWEST AND EAST-SOUTHEAST
 FN0545'OF THE STATION SPUR.  THE STATION MARK IS SET 20 FEET NORTH
 FN0545'OF THE SHARP DROP OFF TO THE SOUTH, 6 PACES WEST OF A WHITE
 FN0545'WITNESS POST, PROJECTS 1 INCH AND IS STAMPED, LAS VEGAS
 FN0545'1949.
 FN0545'
 FN0545'REFERENCE MARK NO. 1 IS APPROXIMATELY 6 INCHES LOWER THAN
 FN0545'THE STATION, PROJECTS 6 INCHES AND IS STAMPED, LAS VEGAS
 FN0545'NO 1 1949.
 FN0545'
 FN0545'REFERENCE MARK NO. 2 IS SET APPROXIMATELY 6 INCHES LOWER
 FN0545'THAN THE STATION, PROJECTS 3 INCHES AND IS STAMPED, LAS VEGAS
 FN0545'NO 2 1949.
 FN0545'
 FN0545'THE AZIMUTH MARK IS A BRONZE DISK SET FLUSH IN THE SIDEWALK
 FN0545'AT THE NORTHWEST CORNER OF THE INTERSECTION OF 8TH AND UNIVERSITY
 FN0545'STREETS IN LAS VEGAS.  THE MARK IS STAMPED, LAS VEGAS 1949.
 FN0545'
 FN0545'TO REACH THE STATION FROM THE FORD GARAGE IN LAS VEGAS, DRIVE
 FN0545'WESTERLY ON A GRADED ROAD FOR 1.6 MILES TO A GRADED T-INTERSECTION
 FN0545'ON THE RIGHT.  TURN RIGHT AND GO 1.75 MILES TO A GATE ON THE
 FN0545'RIGHT.  TURN RIGHT, PASS THROUGH THE GATE AND GO 0.2 MILE TO
 FN0545'A FARM HOUSE.  TURN RIGHT AND CROSS A WOODEN BRIDGE, THENCE
 FN0545'PASS THROUGH A CORRAL FOR 0.05 MILE.  TURN LEFT, WEST UPGRADE
 FN0545'FOR 0.4 MILE TO A NORTH-SOUTH FENCE LINE.  PASS OVER THE
 FN0545'FENCE AND GO 0.2 MILE TO THE END OF THE SPUR AND THE STATION
 FN0545'AS DESCRIBED ABOVE.  A DRIVE STATION.
 FN0545
 FN0545                          STATION RECOVERY (1949)
 FN0545
 FN0545'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1949
 FN0545'LAS VEGAS RECOVERED IN EXCELLENT CONDITION.
 FN0545'
 FN0545'DISTANCE AND DIRECTION FROM NEAREST TOWN--1 MILE SE LAS
 FN0545'VEGAS, N. M.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0543 ***********************************************************************
 FN0543  DESIGNATION -  LAS VEGAS PUB SER CO TANK
 FN0543  PID         -  FN0543
 FN0543  STATE/COUNTY-  NM/SAN MIGUEL
 FN0543  USGS QUAD   -  LAS VEGAS (1963)
 FN0543
 FN0543                         *CURRENT SURVEY CONTROL
 FN0543  ___________________________________________________________________
 FN0543* NAD 83(1992)-  35 35 24.91800(N)    105 14 06.49952(W)     ADJUSTED  
 FN0543* NAVD 88     -                                                        
 FN0543  ___________________________________________________________________
 FN0543  LAPLACE CORR-          -4.62  (seconds)                    DEFLEC99
 FN0543  GEOID HEIGHT-         -18.84  (meters)                     GEOID03
 FN0543
 FN0543  HORZ ORDER  -  THIRD
 FN0543
 FN0543.The horizontal coordinates were established by classical geodetic methods
 FN0543.and adjusted by the National Geodetic Survey in December 1993..
 FN0543
 FN0543
 FN0543.The Laplace correction was computed from DEFLEC99 derived deflections.
 FN0543
 FN0543.The geoid height was determined by GEOID03.
 FN0543
 FN0543;                    North         East     Units Scale Factor Converg.
 FN0543;SPC NM E     -   509,433.034    83,277.702   MT  0.99999136   -0 31 29.5
 FN0543;SPC NM E     - 1,671,364.88    273,220.26   sFT  0.99999136   -0 31 29.5
 FN0543;UTM  13      - 3,938,528.735   478,698.399   MT  0.99960559   -0 08 12.7
 FN0543
 FN0543                          SUPERSEDED SURVEY CONTROL
 FN0543
 FN0543  NAD 83(1986)-  35 35 24.92294(N)    105 14 06.49895(W) AD(       ) 4
 FN0543  NAD 27      -  35 35 24.76900(N)    105 14 04.47500(W) AD(       ) 3
 FN0543
 FN0543.Superseded values are not recommended for survey control.
 FN0543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0543.See file dsdata.txt to determine how the superseded data were derived.
 FN0543
 FN0543_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV7869838529(NAD 83)
 FN0543_MARKER: 53 = ELEVATED TANK
 FN0543
 FN0543  HISTORY     - Date     Condition        Report By
 FN0543  HISTORY     - 1949     FIRST OBSERVED   CGS
 FN0543
 FN0543                          STATION DESCRIPTION
 FN0543
 FN0543'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (DHK)
 FN0543'STATION IS THE TOP CENTER OF THE LARGE CYLINDRICAL WATER TANK
 FN0543'OF THE PUBLIC SERVICE COMPANY OF NEW MEXICO, LOCATED ON THE
 FN0543'TOP OF THE MESA AT THE WEST END OF VALENCIA STREET IN LAS VEGAS.
 FN0543'THE TANK IS ABOUT 50 FEET HIGH AND PAINTED ALUMINUM EXCEPT
 FN0543'FOR A BLACK STRIP AROUND THE BOTTOM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0541 ***********************************************************************
 FN0541  DESIGNATION -  LAS VEGAS PUB SER PWR PLT STK
 FN0541  PID         -  FN0541
 FN0541  STATE/COUNTY-  NM/SAN MIGUEL
 FN0541  USGS QUAD   -  LAS VEGAS (1963)
 FN0541
 FN0541                         *CURRENT SURVEY CONTROL
 FN0541  ___________________________________________________________________
 FN0541* NAD 83(1992)-  35 35 53.83862(N)    105 13 28.33484(W)     ADJUSTED  
 FN0541* NAVD 88     -                                                        
 FN0541  ___________________________________________________________________
 FN0541  LAPLACE CORR-          -4.28  (seconds)                    DEFLEC99
 FN0541  GEOID HEIGHT-         -18.84  (meters)                     GEOID03
 FN0541
 FN0541  HORZ ORDER  -  THIRD
 FN0541
 FN0541.The horizontal coordinates were established by classical geodetic methods
 FN0541.and adjusted by the National Geodetic Survey in December 1993..
 FN0541
 FN0541
 FN0541.The Laplace correction was computed from DEFLEC99 derived deflections.
 FN0541
 FN0541.The geoid height was determined by GEOID03.
 FN0541
 FN0541;                    North         East     Units Scale Factor Converg.
 FN0541;SPC NM E     -   510,315.568    84,246.495   MT  0.99998942   -0 31 07.7
 FN0541;SPC NM E     - 1,674,260.33    276,398.71   sFT  0.99998942   -0 31 07.7
 FN0541;UTM  13      - 3,939,417.468   479,660.822   MT  0.99960510   -0 07 50.5
 FN0541
 FN0541                          SUPERSEDED SURVEY CONTROL
 FN0541
 FN0541  NAD 83(1986)-  35 35 53.84641(N)    105 13 28.33630(W) AD(       ) 4
 FN0541  NAD 27      -  35 35 53.70500(N)    105 13 26.32400(W) AD(       ) 3
 FN0541
 FN0541.Superseded values are not recommended for survey control.
 FN0541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0541.See file dsdata.txt to determine how the superseded data were derived.
 FN0541
 FN0541_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV7966139417(NAD 83)
 FN0541_MARKER: 63 = STACK
 FN0541
 FN0541  HISTORY     - Date     Condition        Report By
 FN0541  HISTORY     - 1949     FIRST OBSERVED   CGS
 FN0541
 FN0541                          STATION DESCRIPTION
 FN0541
 FN0541'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (DHK)
 FN0541'STATION IS THE TOP CENTER OF THE TALL METAL STACK AT THE PUBLIC
 FN0541'SERVICE COMPANY OF NEW MEXICO POWER PLANT.  THE STACK IS
 FN0541'CONSTRUCTED OF SHEET METAL, PAINTED BLACK, IS ABOUT 200 FEET
 FN0541'HIGH, AND IS THE TALLEST ONE OF FOUR.  IT IS LOCATED AT THE
 FN0541'CORNER OF 12TH AND SAN FRANCISCO STREETS IN LAS VEGAS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0544 ***********************************************************************
 FN0544  DESIGNATION -  LAS VEGAS RAD RANGE CEN TOWER
 FN0544  PID         -  FN0544
 FN0544  STATE/COUNTY-  NM/SAN MIGUEL
 FN0544  USGS QUAD   -  LAS VEGAS (1963)
 FN0544
 FN0544                         *CURRENT SURVEY CONTROL
 FN0544  ___________________________________________________________________
 FN0544* NAD 83(1992)-  35 36 08.69091(N)    105 10 13.27118(W)     ADJUSTED  
 FN0544* NAVD 88     -                                                        
 FN0544  ___________________________________________________________________
 FN0544  LAPLACE CORR-          -2.37  (seconds)                    DEFLEC99
 FN0544  GEOID HEIGHT-         -18.94  (meters)                     GEOID03
 FN0544
 FN0544  HORZ ORDER  -  THIRD
 FN0544
 FN0544.The horizontal coordinates were established by classical geodetic methods
 FN0544.and adjusted by the National Geodetic Survey in December 1993..
 FN0544
 FN0544
 FN0544.The Laplace correction was computed from DEFLEC99 derived deflections.
 FN0544
 FN0544.The geoid height was determined by GEOID03.
 FN0544
 FN0544;                    North         East     Units Scale Factor Converg.
 FN0544;SPC NM E     -   510,730.182    89,160.240   MT  0.99997994   -0 29 14.3
 FN0544;SPC NM E     - 1,675,620.61    292,519.89   sFT  0.99997994   -0 29 14.3
 FN0544;UTM  13      - 3,939,865.186   484,569.777   MT  0.99960293   -0 05 57.0
 FN0544
 FN0544                          SUPERSEDED SURVEY CONTROL
 FN0544
 FN0544  NAD 83(1986)-  35 36 08.69578(N)    105 10 13.26769(W) AD(       ) 4
 FN0544  NAD 27      -  35 36 08.54000(N)    105 10 11.24500(W) AD(       ) 3
 FN0544
 FN0544.Superseded values are not recommended for survey control.
 FN0544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0544.See file dsdata.txt to determine how the superseded data were derived.
 FN0544
 FN0544_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV8457039865(NAD 83)
 FN0544_MARKER: 43 = RADIO/TV TOWER
 FN0544
 FN0544  HISTORY     - Date     Condition        Report By
 FN0544  HISTORY     - 1953     FIRST OBSERVED   CGS
 FN0544
 FN0544                          STATION DESCRIPTION
 FN0544
 FN0544'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (WRH)
 FN0544'STATION IS THE CENTER ONE OF 5 SIMILAR TOWERS AND IS LOCATED
 FN0544'AT THE INTERSECTION OF THE DIAGONALS OF THE SQUARE FORMED BY
 FN0544'THE FOUR OUTSIDE TOWERS.
 FN0544'
 FN0544'IT IS 2.2 MILES AIRLINE EAST OF THE CITY LIMITS OF LAS VEGAS AND
 FN0544'0.1 MILE NORTH OF STATE HIGHWAY 65.
 FN0544'
 FN0544'THE TOWER IS 6 FEET SQUARE AT THE BASE AND TAPERS TO 2 FEET
 FN0544'SQUARE AT THE TOP WHICH IS 105 FEET HIGH.  IT IS MOUNTED ON A
 FN0544'CONCRETE BASE 10 FEET SQUARE AND IS PAINTED IN ALTERNATING
 FN0544'15-FOOT SECTIONS OF ORANGE AND WHITE.  THERE ARE NO LIGHTS ON
 FN0544'THE TOWER BUT THE FOUR OUTSIDE TOWERS HAVE RED WARNING LIGHTS.
 FN0544'
 FN0544'THE POINT OF INTERSECTION WAS THE TOP OF THE TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0540 ***********************************************************************
 FN0540  DESIGNATION -  LAS VEGAS RAD STA KFUN TOWER
 FN0540  PID         -  FN0540
 FN0540  STATE/COUNTY-  NM/SAN MIGUEL
 FN0540  USGS QUAD   -  LAS VEGAS (1963)
 FN0540
 FN0540                         *CURRENT SURVEY CONTROL
 FN0540  ___________________________________________________________________
 FN0540* NAD 83(1992)-  35 35 48.44378(N)    105 12 23.27208(W)     ADJUSTED  
 FN0540* NAVD 88     -                                                        
 FN0540  ___________________________________________________________________
 FN0540  LAPLACE CORR-          -3.41  (seconds)                    DEFLEC99
 FN0540  GEOID HEIGHT-         -18.88  (meters)                     GEOID03
 FN0540
 FN0540  HORZ ORDER  -  THIRD
 FN0540
 FN0540.The horizontal coordinates were established by classical geodetic methods
 FN0540.and adjusted by the National Geodetic Survey in December 1993..
 FN0540
 FN0540
 FN0540.The Laplace correction was computed from DEFLEC99 derived deflections.
 FN0540
 FN0540.The geoid height was determined by GEOID03.
 FN0540
 FN0540;                    North         East     Units Scale Factor Converg.
 FN0540;SPC NM E     -   510,134.630    85,882.685   MT  0.99998620   -0 30 29.7
 FN0540;SPC NM E     - 1,673,666.70    281,766.78   sFT  0.99998620   -0 30 29.7
 FN0540;UTM  13      - 3,939,247.682   481,297.574   MT  0.99960431   -0 07 12.6
 FN0540
 FN0540                          SUPERSEDED SURVEY CONTROL
 FN0540
 FN0540  NAD 83(1986)-  35 35 48.44871(N)    105 12 23.26962(W) AD(       ) 4
 FN0540  NAD 27      -  35 35 48.29000(N)    105 12 21.24300(W) AD(       ) 3
 FN0540
 FN0540.Superseded values are not recommended for survey control.
 FN0540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0540.See file dsdata.txt to determine how the superseded data were derived.
 FN0540
 FN0540_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV8129839248(NAD 83)
 FN0540_MARKER: 43 = RADIO/TV TOWER
 FN0540
 FN0540  HISTORY     - Date     Condition        Report By
 FN0540  HISTORY     - 1949     FIRST OBSERVED   CGS
 FN0540  HISTORY     - 1953     GOOD             CGS
 FN0540
 FN0540                          STATION DESCRIPTION
 FN0540
 FN0540'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (DHK)
 FN0540'STATION IS THE TOP CENTER OF THE LIGHT ATOP THE TRANSMITTING
 FN0540'TOWER OF RADIO STATION K.F.U.N. LOCATED ABOUT 0.5 MILE NORTHEAST
 FN0540'OF LAS VEGAS.  THE TOWER IS 203 FEET HIGH AND PAINTED RED
 FN0540'AND WHITE.  THE LIGHT ON TOP IS A RED FLASHING ONE.
 FN0540
 FN0540                          STATION RECOVERY (1953)
 FN0540
 FN0540'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (WRH)
 FN0540'STATION IS LOCATED 0.1 MILE EAST OF LAS VEGAS CITY LIMITS AND
 FN0540'150 YARDS NORTH OF STATE HIGHWAY 65, ON A BLUFF WHICH OVERLOOKS
 FN0540'THE TOWN.
 FN0540'
 FN0540'IT IS A TRIANGULAR STEEL MAST WHICH MEASURES 1 FOOT ON EACH
 FN0540'SIDE AND IS 203 FEET HIGH.  IT IS MOUNTED ON A CONCRETE BASE
 FN0540'THAT PROJECTS 2 INCHES ABOVE THE GROUND AND HAS A RED WARNING
 FN0540'LIGHT ON TOP.  IT IS PAINTED IN ALTERNATING 30-FOOT ORANGE
 FN0540'SECTIONS AND 12-FOOT WHITE SECTIONS.  THE MAST IS HELD UPRIGHT
 FN0540'BY 5 SETS OF GUY WIRES.
 FN0540'
 FN0540'PROBABLY THE SAME STATION AS LOCATED IN 1949.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0006 ***********************************************************************
 CX0006  DESIGNATION -  LASS
 CX0006  PID         -  CX0006
 CX0006  STATE/COUNTY-  NM/OTERO
 CX0006  USGS QUAD   -  LAKE LUCERO SE (1982)
 CX0006
 CX0006                         *CURRENT SURVEY CONTROL
 CX0006  ___________________________________________________________________
 CX0006* NAD 83(1986)-  32 31 44.     (N)    106 21 23.     (W)     SCALED    
 CX0006* NAVD 88     -      1210.434  (meters)    3971.23   (feet)  ADJUSTED  
 CX0006  ___________________________________________________________________
 CX0006  GEOID HEIGHT-         -23.55  (meters)                     GEOID03
 CX0006  DYNAMIC HT  -        1208.641 (meters)    3965.35  (feet)  COMP
 CX0006  MODELED GRAV-     979,116.5   (mgal)                       NAVD 88
 CX0006
 CX0006  VERT ORDER  -  FIRST     CLASS II
 CX0006
 CX0006.The horizontal coordinates were scaled from a topographic map and have
 CX0006.an estimated accuracy of +/- 6 seconds.
 CX0006
 CX0006.The orthometric height was determined by differential leveling
 CX0006.and adjusted by the National Geodetic Survey in June 1991..
 CX0006
 CX0006.The geoid height was determined by GEOID03.
 CX0006
 CX0006.The dynamic height is computed by dividing the NAVD 88
 CX0006.geopotential number by the normal gravity value computed on the
 CX0006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0006.degrees latitude (g = 980.6199 gals.).
 CX0006
 CX0006.The modeled gravity was interpolated from observed gravity values.
 CX0006
 CX0006;                    North         East    Units  Estimated Accuracy
 CX0006;SPC NM C     -   169,520.      490,010.      MT  (+/- 180 meters Scaled)
 CX0006
 CX0006                          SUPERSEDED SURVEY CONTROL
 CX0006
 CX0006  NGVD 29 (??/??/92) 1209.850  (m)         3969.32   (f) ADJ UNCH    1 2
 CX0006
 CX0006.Superseded values are not recommended for survey control.
 CX0006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0006.See file dsdata.txt to determine how the superseded data were derived.
 CX0006
 CX0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR726998(NAD 83)
 CX0006_MARKER: DS = TRIANGULATION STATION DISK
 CX0006_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CX0006_SP_SET: DRILL HOLE
 CX0006_STAMPING: LASS
 CX0006_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX0006
 CX0006  HISTORY     - Date     Condition        Report By
 CX0006  HISTORY     - UNK      MONUMENTED       WSMR
 CX0006  HISTORY     - 1967     GOOD             NGS
 CX0006
 CX0006                          STATION DESCRIPTION
 CX0006
 CX0006'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 CX0006'20.9 MI SW FROM WHITE SANDS N M HDQ.
 CX0006'20.2 MILES SOUTHWEST ALONG U. S. HIGHWAY 70 FROM WHITE SANDS NATIONAL
 CX0006'MONUMENT.  THENCE 100 FEET SOUTHEAST TO A FENCE AND GATE.  THENCE 0.5
 CX0006'MILE SOUTHEAST ON WELL TRAVELED GRAVEL ROAD.  THENCE 0.25 MILE
 CX0006'SOUTHWEST ON WELL TRAVELED GRAVEL ROAD TO A 60 FOOT BY 60 FOOT MAN
 CX0006'MADE EARTH MOUND WITH 18 FOOT BY 18 FOOT CONCRETE PAD AND ASTRODOME, 1
 CX0006'FOOT EAST OF WEST EDGE OF CONCRETE PAD, 0.8 FOOT NORTH OF SOUTH EDGE
 CX0006'OF CONCRETE PAD, SET IN A DRILL HOLE AT THE EDGE OF CONCRETE PAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0008 ***********************************************************************
 CX0008  DESIGNATION -  LASS 2
 CX0008  PID         -  CX0008
 CX0008  STATE/COUNTY-  NM/OTERO
 CX0008  USGS QUAD   -  LAKE LUCERO SE (1982)
 CX0008
 CX0008                         *CURRENT SURVEY CONTROL
 CX0008  ___________________________________________________________________
 CX0008* NAD 83(1992)-  32 31 44.53663(N)    106 21 20.71439(W)     ADJUSTED  
 CX0008* NAVD 88     -      1210.497  (meters)    3971.44   (feet)  ADJUSTED  
 CX0008  ___________________________________________________________________
 CX0008  LAPLACE CORR-          -0.65  (seconds)                    DEFLEC99
 CX0008  GEOID HEIGHT-         -23.55  (meters)                     GEOID03
 CX0008  DYNAMIC HT  -        1208.705 (meters)    3965.56  (feet)  COMP
 CX0008  MODELED GRAV-     979,116.4   (mgal)                       NAVD 88
 CX0008
 CX0008  HORZ ORDER  -  FIRST
 CX0008  VERT ORDER  -  FIRST     CLASS II
 CX0008
 CX0008.The horizontal coordinates were established by classical geodetic methods
 CX0008.and adjusted by the National Geodetic Survey in December 1993..
 CX0008
 CX0008.The orthometric height was determined by differential leveling
 CX0008.and adjusted by the National Geodetic Survey in June 1991..
 CX0008
 CX0008.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX0008
 CX0008.The geoid height was determined by GEOID03.
 CX0008
 CX0008.The dynamic height is computed by dividing the NAVD 88
 CX0008.geopotential number by the normal gravity value computed on the
 CX0008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0008.degrees latitude (g = 980.6199 gals.).
 CX0008
 CX0008.The modeled gravity was interpolated from observed gravity values.
 CX0008
 CX0008;                    North         East     Units Scale Factor Converg.
 CX0008;SPC NM C     -   169,531.873   490,065.768   MT  0.99990122   -0 03 24.7
 CX0008;SPC NM C     -   556,205.82  1,607,824.11   sFT  0.99990122   -0 03 24.7
 CX0008;UTM  13      - 3,599,888.125   372,677.486   MT  0.99979990   -0 43 44.8
 CX0008
 CX0008!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX0008!SPC NM C     -   0.99981367  x   0.99990122  =   0.99971491
 CX0008!UTM  13      -   0.99981367  x   0.99979990  =   0.99961361
 CX0008
 CX0008:                Primary Azimuth Mark                     Grid Az
 CX0008:SPC NM C     -  GEORGE                                   092 44 45.7
 CX0008:UTM  13      -  GEORGE                                   093 25 05.8
 CX0008
 CX0008|---------------------------------------------------------------------|
 CX0008| PID    Reference Object                     Distance      Geod. Az  |
 CX0008|                                                           dddmmss.s |
 CX0008| CX0313 GEORGE                              APPROX. 8.8 KM 0924121.0 |
 CX0008| CC6823 LASS RM                               6.443 METERS 20842     |
 CX0008| CX0180 FOX 2                               APPROX. 8.0 KM 2663619.1 |
 CX0008| CX0005 LASS 2 RM 1                           7.210 METERS 29941     |
 CX0008|---------------------------------------------------------------------|
 CX0008
 CX0008                          SUPERSEDED SURVEY CONTROL
 CX0008
 CX0008  NAD 83(1986)-  32 31 44.54295(N)    106 21 20.71418(W) AD(       ) 1
 CX0008  NAD 27      -  32 31 44.22109(N)    106 21 18.74031(W) AD(       ) 1
 CX0008  NGVD 29 (??/??/92) 1209.913  (m)         3969.52   (f) ADJ UNCH    1 2
 CX0008
 CX0008.Superseded values are not recommended for survey control.
 CX0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0008.See file dsdata.txt to determine how the superseded data were derived.
 CX0008
 CX0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR7267799888(NAD 83)
 CX0008_MARKER: DS = TRIANGULATION STATION DISK
 CX0008_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CX0008_SP_SET: MONUMENT
 CX0008_STAMPING: LASS-2 1966
 CX0008_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX0008
 CX0008  HISTORY     - Date     Condition        Report By
 CX0008  HISTORY     - 1968     MONUMENTED       CGS
 CX0008  HISTORY     - 1967     GOOD             NGS
 CX0008
 CX0008                          STATION DESCRIPTION
 CX0008
 CX0008'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JCC)
 CX0008'THE STATION IS LOCATED ABOUT 5.0 MILES NORTHEAST OF WHITE SANDS
 CX0008'MISSILE RANGE HEADQUARTERS AND ABOUT 0.5 MILE EAST OF U. S. HIGHWAY
 CX0008'70 ON A SMALL MOUND WITH A WHITE ASTRODOME.
 CX0008'
 CX0008'TO REACH THE STATION FROM WHITE SANDS MISSILE RANGE HEADQUARTERS
 CX0008'GO NORTH 4.1 MILES ON THE ACCESS ROAD TO AN OVERPASS AND U. S.
 CX0008'HIGHWAY 70.  TURN RIGHT AND GO EAST AND NORTHEAST ON U. S. HIGHWAY
 CX0008'70 9.35 MILES TO A GATE AND GRAVELED ROAD ON THE RIGHT.  TURN
 CX0008'RIGHT GO EAST ON GRAVELED ROAD 0.5 MILE TO A GRAVELED ROAD RIGHT.
 CX0008'TURN RIGHT AND GO SOUTH 0.3 MILE TO A MOUND AND THE STATION.
 CX0008'
 CX0008'STATION MARK, A STANDARD DISK STAMPED LASS 2 1966 IS SET IN THE TOP
 CX0008'OF A 10 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS ABOUT 2 INCHES
 CX0008'ABOVE THE GROUND.  IT IS 18 FEET NORTHEAST OF THE NORTHWEST CORNER
 CX0008'OF A CONCRETE PAD, 11 FEET NORTH OF THE NORTHEAST CORNER OF A
 CX0008'CONCRETE PAD AND 10 FEET SOUTH OF THE NORTH EDGE OF THE MOUND.
 CX0008'
 CX0008'R. M. NO. 1, A STANDARD DISK STAMPED LASS 2 NO 1 1966, IS SET IN THE
 CX0008'TOP OF A 10 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS ABOUT 2
 CX0008'INCHES ABOVE THE GROUND.  IT IS SET IN THE NORTHWEST CORNER OF THE
 CX0008'MOUND BENEATH A CABLE FENCE AND IS ABOUT THE SAME ELEVATION AS
 CX0008'THE STATION.
 CX0008'
 CX0008'R. M. NO. 2, A WSPG REFERENCE DISK STAMPED LASS, IS CEMENTED IN A
 CX0008'DRILL HOLE IN THE SOUTHEAST CORNER OF A CONCRETE PAD.
 CX0008'
 CX0008'HEIGHT OF LIGHT ABOVE STATION MARK 22.5 METERS.
 CX0008
 CX0008                          STATION RECOVERY (1967)
 CX0008
 CX0008'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 CX0008'20.9 MI SW FROM WHITE SANDS N M HDQ.
 CX0008'20.2 MILES SOUTHWEST ALONG U. S. HIGHWAY 70 FROM WHITE SANDS NATIONAL
 CX0008'MONUMENT.  THENCE 100 FEET SOUTHEAST TO A FENCE AND GATE 0.5 MILE ON
 CX0008'WELL TRAVELED GRAVEL ROAD.  THENCE 0.25 MILE SOUTHWEST ON WELL
 CX0008'TRAVELED GRAVEL ROAD TO A 60 FOOT BY 60 FOOT MAN MADE EARTH MOUND WITH
 CX0008'18 FOOT BY 18 FOOT CONCRETE PAD WITH ASTRODOME, 17.5 FEET NORTHEAST OF
 CX0008'NORTHWEST CORNER OF CONCRETE PAD, 10.5 FEET NORTH OF NORTHEAST CORNER
 CX0008'OF CONCRETE PAD, SET IN THE TOP OF A CONCRETE MONUMENT 10 INCHES
 CX0008'SQUARE THAT PROJECTS 1 INCH ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0005 ***********************************************************************
 CX0005  DESIGNATION -  LASS 2 RM 1
 CX0005  PID         -  CX0005
 CX0005  STATE/COUNTY-  NM/OTERO
 CX0005  USGS QUAD   -  LAKE LUCERO SE (1982)
 CX0005
 CX0005                         *CURRENT SURVEY CONTROL
 CX0005  ___________________________________________________________________
 CX0005* NAD 83(1986)-  32 31 44.     (N)    106 21 20.     (W)     SCALED    
 CX0005* NAVD 88     -      1210.484  (meters)    3971.40   (feet)  ADJUSTED  
 CX0005  ___________________________________________________________________
 CX0005  GEOID HEIGHT-         -23.55  (meters)                     GEOID03
 CX0005  DYNAMIC HT  -        1208.691 (meters)    3965.51  (feet)  COMP
 CX0005  MODELED GRAV-     979,116.4   (mgal)                       NAVD 88
 CX0005
 CX0005  VERT ORDER  -  FIRST     CLASS II
 CX0005
 CX0005.The horizontal coordinates were scaled from a topographic map and have
 CX0005.an estimated accuracy of +/- 6 seconds.
 CX0005
 CX0005.The orthometric height was determined by differential leveling
 CX0005.and adjusted by the National Geodetic Survey in June 1991..
 CX0005
 CX0005.The geoid height was determined by GEOID03.
 CX0005
 CX0005.The dynamic height is computed by dividing the NAVD 88
 CX0005.geopotential number by the normal gravity value computed on the
 CX0005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0005.degrees latitude (g = 980.6199 gals.).
 CX0005
 CX0005.The modeled gravity was interpolated from observed gravity values.
 CX0005
 CX0005;                    North         East    Units  Estimated Accuracy
 CX0005;SPC NM C     -   169,520.      490,080.      MT  (+/- 180 meters Scaled)
 CX0005
 CX0005                          SUPERSEDED SURVEY CONTROL
 CX0005
 CX0005  NGVD 29 (??/??/92) 1209.899  (m)         3969.48   (f) ADJ UNCH    1 2
 CX0005
 CX0005.Superseded values are not recommended for survey control.
 CX0005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0005.See file dsdata.txt to determine how the superseded data were derived.
 CX0005
 CX0005_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR726998(NAD 83)
 CX0005_MARKER: DR = REFERENCE MARK DISK
 CX0005_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CX0005_SP_SET: MONUMENT
 CX0005_STAMPING: LASS-2 NO-1 1966
 CX0005_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX0005
 CX0005  HISTORY     - Date     Condition        Report By
 CX0005  HISTORY     - 1966     MONUMENTED       CGS
 CX0005  HISTORY     - 1967     GOOD             NGS
 CX0005
 CX0005                          STATION DESCRIPTION
 CX0005
 CX0005'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 CX0005'20.9 MI SW FROM WHITE SANDS N M HDQ.
 CX0005'20.2 MILES SOUTHWEST ALONG U. S. HIGHWAY 70 FROM WHITE SANDS NATIONAL
 CX0005'MONUMENT.  THENCE 100 FEET SOUTHEAST TO A FENCE AND GATE.  THENCE 0.5
 CX0005'MILE ON WELL TRAVELED GRAVEL ROAD.  THENCE 0.25 MILE SOUTHWEST ON WELL
 CX0005'TRAVELED GRAVEL ROAD TO A 60 FOOT BY 60 FOOT MAN MADE EARTH MOUND WITH
 CX0005'18 FOOT BY 18 FOOT CONCRETE PAD WITH ASTRODOME, 29 FEET NORTHWEST OF
 CX0005'THE NORTHWEST CORNER OF CONCRETE SLAB, 14 FEET NORTH-NORTHWEST OF
 CX0005'NORTHWEST CORNER OF CONCRETE SLAB, SET IN THE TOP OF A CONCRETE
 CX0005'MONUMENT 10 INCHES SQUARE THAT PROJECTS 2 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX0007 ***********************************************************************
 CX0007  DESIGNATION -  LASS RM 2
 CX0007  PID         -  CX0007
 CX0007  STATE/COUNTY-  NM/OTERO
 CX0007  USGS QUAD   -  LAKE LUCERO SE (1982)
 CX0007
 CX0007                         *CURRENT SURVEY CONTROL
 CX0007  ___________________________________________________________________
 CX0007* NAD 83(1986)-  32 31 44.     (N)    106 21 23.     (W)     SCALED    
 CX0007* NAVD 88     -      1210.448  (meters)    3971.28   (feet)  ADJUSTED  
 CX0007  ___________________________________________________________________
 CX0007  GEOID HEIGHT-         -23.55  (meters)                     GEOID03
 CX0007  DYNAMIC HT  -        1208.655 (meters)    3965.40  (feet)  COMP
 CX0007  MODELED GRAV-     979,116.5   (mgal)                       NAVD 88
 CX0007
 CX0007  VERT ORDER  -  FIRST     CLASS II
 CX0007
 CX0007.The horizontal coordinates were scaled from a topographic map and have
 CX0007.an estimated accuracy of +/- 6 seconds.
 CX0007
 CX0007.The orthometric height was determined by differential leveling
 CX0007.and adjusted by the National Geodetic Survey in June 1991..
 CX0007
 CX0007.The geoid height was determined by GEOID03.
 CX0007
 CX0007.The dynamic height is computed by dividing the NAVD 88
 CX0007.geopotential number by the normal gravity value computed on the
 CX0007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CX0007.degrees latitude (g = 980.6199 gals.).
 CX0007
 CX0007.The modeled gravity was interpolated from observed gravity values.
 CX0007
 CX0007;                    North         East    Units  Estimated Accuracy
 CX0007;SPC NM C     -   169,520.      490,010.      MT  (+/- 180 meters Scaled)
 CX0007
 CX0007                          SUPERSEDED SURVEY CONTROL
 CX0007
 CX0007  NGVD 29 (??/??/92) 1209.863  (m)         3969.36   (f) ADJ UNCH    1 2
 CX0007
 CX0007.Superseded values are not recommended for survey control.
 CX0007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX0007.See file dsdata.txt to determine how the superseded data were derived.
 CX0007
 CX0007_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR726998(NAD 83)
 CX0007_MARKER: DR = REFERENCE MARK DISK
 CX0007_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CX0007_SP_SET: DRILL HOLE
 CX0007_STAMPING: LASS 2
 CX0007_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX0007
 CX0007  HISTORY     - Date     Condition        Report By
 CX0007  HISTORY     - UNK      MONUMENTED       WSMR
 CX0007  HISTORY     - 1967     GOOD             NGS
 CX0007
 CX0007                          STATION DESCRIPTION
 CX0007
 CX0007'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 CX0007'20.9 MI SW FROM WHITE SANDS N M HDQ.
 CX0007'20.2 MILES SOUTHWEST ALONG U. S. HIGHWAY 70 FROM WHITE SANDS NATIONAL
 CX0007'MONUMENT.  THENCE 100 FEET SOUTHEAST TO A FENCE AND GATE.  THENCE 0.5
 CX0007'MILE EAST ON A WELL TRAVELED GRAVEL ROAD.  THENCE 0.25 MILE SOUTHWEST
 CX0007'ON WELL TRAVELED GRAVEL ROAD TO A 60 FOOT BY 60 FOOT MAN MADE EARTH
 CX0007'MOUND WITH 18 FOOT BY 18 FOOT CONCRETE PAD WITH ASTRODOME, 5 FEET
 CX0007'NORTH OF SOUTH EDGE OF CONCRETE PAD, 3.5 FEET WEST OF EAST EDGE OF
 CX0007'CONCRETE PAD, SET IN A DRILL HOLE IN THE CONCRETE PAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0800 ***********************************************************************
 CW0800  DESIGNATION -  LAST CHANCE
 CW0800  PID         -  CW0800
 CW0800  STATE/COUNTY-  NM/EDDY
 CW0800  USGS QUAD   -  PICKETT HILL (1979)
 CW0800
 CW0800                         *CURRENT SURVEY CONTROL
 CW0800  ___________________________________________________________________
 CW0800* NAD 83(1992)-  32 14 29.96123(N)    104 46 22.82382(W)     ADJUSTED  
 CW0800* NAVD 88     -      1790.     (meters)    5873.     (feet)  SCALED    
 CW0800  ___________________________________________________________________
 CW0800  LAPLACE CORR-          -5.01  (seconds)                    DEFLEC99
 CW0800  GEOID HEIGHT-         -22.30  (meters)                     GEOID03
 CW0800
 CW0800  HORZ ORDER  -  THIRD
 CW0800
 CW0800.The horizontal coordinates were established by classical geodetic methods
 CW0800.and adjusted by the National Geodetic Survey in December 1993..
 CW0800
 CW0800.The orthometric height was scaled from a topographic map.
 CW0800
 CW0800.The Laplace correction was computed from DEFLEC99 derived deflections.
 CW0800
 CW0800.The geoid height was determined by GEOID03.
 CW0800
 CW0800;                    North         East     Units Scale Factor Converg.
 CW0800;SPC NM E     -   137,747.370   123,566.817   MT  0.99993025   -0 14 04.4
 CW0800;SPC NM E     -   451,926.16    405,402.13   sFT  0.99993025   -0 14 04.4
 CW0800;SPC NM C     -   138,618.554   639,191.225   MT  1.00013885   +0 47 17.1
 CW0800;SPC NM C     -   454,784.37  2,097,079.88   sFT  1.00013885   +0 47 17.1
 CW0800;UTM  13      - 3,567,244.536   521,384.337   MT  0.99960564   +0 07 16.0
 CW0800
 CW0800!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CW0800!SPC NM E     -   0.99972258  x   0.99993025  =   0.99965285
 CW0800!SPC NM C     -   0.99972258  x   1.00013885  =   0.99986139
 CW0800!UTM  13      -   0.99972258  x   0.99960564  =   0.99932833
 CW0800
 CW0800:                Primary Azimuth Mark                     Grid Az
 CW0800:SPC NM E     -  JOYCE                                    296 38 05.3
 CW0800:SPC NM C     -  JOYCE                                    295 36 43.8
 CW0800:UTM  13      -  JOYCE                                    296 16 44.9
 CW0800
 CW0800|---------------------------------------------------------------------|
 CW0800| PID    Reference Object                     Distance      Geod. Az  |
 CW0800|                                                           dddmmss.s |
 CW0800| CW0813 JOYCE                               APPROX. 3.2 KM 2962400.9 |
 CW0800|---------------------------------------------------------------------|
 CW0800
 CW0800                          SUPERSEDED SURVEY CONTROL
 CW0800
 CW0800  NAD 83(1986)-  32 14 29.96331(N)    104 46 22.82180(W) AD(       ) 3
 CW0800  NAD 27      -  32 14 29.58329(N)    104 46 20.98652(W) AD(       ) 3
 CW0800
 CW0800.Superseded values are not recommended for survey control.
 CW0800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0800.See file dsdata.txt to determine how the superseded data were derived.
 CW0800
 CW0800_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SER2138467245(NAD 83)
 CW0800_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CW0800+SATELLITE: SATELLITE OBSERVATIONS - January 20, 2005
 CW0800
 CW0800  HISTORY     - Date     Condition        Report By
 CW0800  HISTORY     - 1932     MONUMENTED       USGS
 CW0800  HISTORY     - 1940     GOOD             USGS
 CW0800  HISTORY     - 20040225 GOOD             INDIV
 CW0800  HISTORY     - 20050120 GOOD             INDIV
 CW0800
 CW0800                          STATION DESCRIPTION
 CW0800
 CW0800'DESCRIBED BY US GEOLOGICAL SURVEY 1940
 CW0800'ON A ROUND TOPPED PINON HILL, 4 MI. SE. OF JOYCE RANCH AND ABOUT 0.5
 CW0800'MI. W. OF POINT WHERE WATER PIPE LINE TO JOYCE TANKS LEAVES LAST
 CW0800'CHANCE CANYON.  ABOUT 500 FT. S. OF RANCH RD. WHICH LEADS W. TO MAIN
 CW0800'RESERVOIR TANK, ABOUT 2.5 MI. DISTANT.
 CW0800'
 CW0800'STATION MARK--STANDARD TABLET, CEMENTED IN ROCK IN PLACE, AND STAMPED
 CW0800'---R 1932---.
 CW0800'
 CW0800'REFERENCE MARK NO. 1--STANDARD REFERENCE TABLET, CEMENTED IN ROCK IN
 CW0800'PLACE, 52.35 FT. FROM STATION MARK, S 21 DEG 01 MIN W.
 CW0800
 CW0800                          STATION RECOVERY (2004)
 CW0800
 CW0800'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (TAR)
 CW0800'RM NO.1 IS LOCATED 52.35FT N.E. OF STA. MARK
 CW0800
 CW0800                          STATION RECOVERY (2005)
 CW0800
 CW0800'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (TAR)
 CW0800'FOUND MARK AND RM 1 AS DESCRIBED.  SET A NEW RM 2 AS THERE WAS NOT ONE
 CW0800'ORIGINALLY SET.  MAG. AZ. FROM MARK TO RM 1 IS 11 DEG., MAG AZ FROM
 CW0800'MARK TO RM 2(NEW) 279 DEG..  DIST FROM RM NO 2 TO  STATION IS 56.21
 CW0800'FT..
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0783 ***********************************************************************
 GM0783  DESIGNATION -  LATIR
 GM0783  PID         -  GM0783
 GM0783  STATE/COUNTY-  NM/TAOS
 GM0783  USGS QUAD   -  LATIR PEAK (1995)
 GM0783
 GM0783                         *CURRENT SURVEY CONTROL
 GM0783  ___________________________________________________________________
 GM0783* NAD 83(1992)-  36 48 07.88173(N)    105 28 39.98424(W)     ADJUSTED  
 GM0783* NAVD 88     -      3873.     (meters)   12707.     (feet)  VERTCON   
 GM0783  ___________________________________________________________________
 GM0783  LAPLACE CORR-           4.70  (seconds)                    DEFLEC99
 GM0783  GEOID HEIGHT-         -16.61  (meters)                     GEOID03
 GM0783
 GM0783  HORZ ORDER  -  SECOND
 GM0783
 GM0783.The horizontal coordinates were established by classical geodetic methods
 GM0783.and adjusted by the National Geodetic Survey in December 1993..
 GM0783
 GM0783.The NAVD 88 height was computed by applying the VERTCON shift value to
 GM0783.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GM0783
 GM0783.The Laplace correction was computed from DEFLEC99 derived deflections.
 GM0783
 GM0783.The geoid height was determined by GEOID03.
 GM0783
 GM0783;                    North         East     Units Scale Factor Converg.
 GM0783;SPC NM C     -   643,798.295   568,908.534   MT  0.99995848   +0 27 45.4
 GM0783;SPC NM C     - 2,112,194.91  1,866,494.08   sFT  0.99995848   +0 27 45.4
 GM0783;UTM  13      - 4,073,035.414   457,379.594   MT  0.99962238   -0 17 10.4
 GM0783
 GM0783!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GM0783!SPC NM C     -   0.99939521  x   0.99995848  =   0.99935372
 GM0783!UTM  13      -   0.99939521  x   0.99962238  =   0.99901782
 GM0783
 GM0783                          SUPERSEDED SURVEY CONTROL
 GM0783
 GM0783  NAD 83(1992)-  36 48 07.88589(N)    105 28 39.98617(W) AD(       ) 2
 GM0783  NAD 83(1986)-  36 48 07.88620(N)    105 28 39.98874(W) AD(       ) 2
 GM0783  NAD 27      -  36 48 07.78300(N)    105 28 37.97200(W) AD(       ) 2
 GM0783  NGVD 29 (07/19/86) 3871.     (m)        12700.     (f) VERT ANG       
 GM0783
 GM0783.Superseded values are not recommended for survey control.
 GM0783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0783.See file dsdata.txt to determine how the superseded data were derived.
 GM0783
 GM0783_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDA5738073035(NAD 83)
 GM0783_MARKER: DD = SURVEY DISK
 GM0783_SETTING: 66 = SET IN ROCK OUTCROP
 GM0783_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 GM0783_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GM0783+STABILITY: POSITION/ELEVATION WELL
 GM0783
 GM0783  HISTORY     - Date     Condition        Report By
 GM0783  HISTORY     - 1954     MONUMENTED       USGS
 GM0783  HISTORY     - 1963     MARK NOT FOUND   USGS
 GM0783
 GM0783                          STATION DESCRIPTION
 GM0783
 GM0783'DESCRIBED BY US GEOLOGICAL SURVEY 1954 (WRH)
 GM0783'STATION IS A U.S. GEOLOGICAL SURVEY BRONZE DISK CEMENTED IN A
 GM0783'DRILL HOLE IN BEDROCK.  THERE IS A PINE POLE CENTERED OVER MARK
 GM0783'THAT IS SURROUNDED BY A CAIRN THAT IS ABOUT 6 FEET HIGH AND ABOUT
 GM0783'6 FEET IN DIAMETER AT THE BASE.  THE MARK IS STAMPED LATIR.
 GM0783'THE CENTER OF POLE WAS TRAVERESED TO.
 GM0783
 GM0783                          STATION RECOVERY (1963)
 GM0783
 GM0783'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963 (IGT)
 GM0783'ON SUMMIT OF LATIR PEAK, ABOUT 13 MI. FROM TOWN OF QUESTA.  STATION
 GM0783'CAN BE REACHED WITH ANIMALS BY ROAD TO CABRESTO LAKE, THENCE BY
 GM0783'TRAIL TO SUMMIT.
 GM0783'
 GM0783'NOTE--THIS STATION IS DESIGNATED IN 1945 AS --ROCK CAIRN 1945-- BY
 GM0783'THE NGS.  THE CAIRN IS DESCRIBED BY THE NGS IN 1954 AS BEING CENTERED
 GM0783'OVER A USGS STATION MARK STAMPED ---LATIR---.
 GM0783'
 GM0783'NO ATTEMPT TO RECOVER THE STATION MARK WAS MADE,
 GM0783'REPORTED REFERENCE MARK HAS BEEN DESTROYED.
 GM0783'
 GM0783'STATION MARK--BRONZE USGS TABLET CEMENTED IN ROCK SET FLUSH WITH
 GM0783'THE GROUND, STAMPED ---LATIR---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0784 ***********************************************************************
 GM0784  DESIGNATION -  LATIR
 GM0784  PID         -  GM0784
 GM0784  STATE/COUNTY-  NM/TAOS
 GM0784  USGS QUAD   -  LATIR PEAK (1995)
 GM0784
 GM0784                         *CURRENT SURVEY CONTROL
 GM0784  ___________________________________________________________________
 GM0784* NAD 83(1992)-  36 48 13.11631(N)    105 28 39.03449(W)     ADJUSTED  
 GM0784* NAVD 88     -      3875.0    (meters)   12713.     (feet)  VERTCON   
 GM0784  ___________________________________________________________________
 GM0784  LAPLACE CORR-           4.65  (seconds)                    DEFLEC99
 GM0784  GEOID HEIGHT-         -16.60  (meters)                     GEOID03
 GM0784
 GM0784  HORZ ORDER  -  FIRST
 GM0784
 GM0784.The horizontal coordinates were established by classical geodetic methods
 GM0784.and adjusted by the National Geodetic Survey in December 1993..
 GM0784
 GM0784.The NAVD 88 height was computed by applying the VERTCON shift value to
 GM0784.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GM0784
 GM0784.The Laplace correction was computed from DEFLEC99 derived deflections.
 GM0784
 GM0784.The geoid height was determined by GEOID03.
 GM0784
 GM0784;                    North         East     Units Scale Factor Converg.
 GM0784;SPC NM C     -   643,959.835   568,930.773   MT  0.99995852   +0 27 46.1
 GM0784;SPC NM C     - 2,112,724.89  1,866,567.04   sFT  0.99995852   +0 27 46.1
 GM0784;UTM  13      - 4,073,196.595   457,403.933   MT  0.99962235   -0 17 09.8
 GM0784
 GM0784!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GM0784!SPC NM C     -   0.99939485  x   0.99995852  =   0.99935340
 GM0784!UTM  13      -   0.99939485  x   0.99962235  =   0.99901743
 GM0784
 GM0784|---------------------------------------------------------------------|
 GM0784| PID    Reference Object                     Distance      Geod. Az  |
 GM0784|                                                           dddmmss.s |
 GM0784| CM8947 LATIR RM 1                           19.038 METERS 03838     |
 GM0784| CM8945 LATIR AZ MK                                        1262732.4 |
 GM0784| GM0783 LATIR                               163.070 METERS 18818     |
 GM0784| CM8946 LATIR AZ MK RESET                                  1912222.2 |
 GM0784| CM8948 LATIR RM 2                           18.400 METERS 31040     |
 GM0784|---------------------------------------------------------------------|
 GM0784
 GM0784                          SUPERSEDED SURVEY CONTROL
 GM0784
 GM0784  NAD 83(1992)-  36 48 13.12048(N)    105 28 39.03642(W) AD(       ) 1
 GM0784  NAD 83(1986)-  36 48 13.12078(N)    105 28 39.03900(W) AD(       ) 1
 GM0784  NAD 27      -  36 48 13.01750(N)    105 28 37.02210(W) AD(       ) 1
 GM0784  NGVD 29 (07/19/86) 3873.3    (m)        12708.     (f) VERT ANG       
 GM0784
 GM0784.Superseded values are not recommended for survey control.
 GM0784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0784.See file dsdata.txt to determine how the superseded data were derived.
 GM0784
 GM0784_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDA5740473197(NAD 83)
 GM0784_MARKER: DS = TRIANGULATION STATION DISK
 GM0784_SETTING: 80 = SET IN A BOULDER
 GM0784_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 GM0784_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GM0784
 GM0784  HISTORY     - Date     Condition        Report By
 GM0784  HISTORY     - 1945     MONUMENTED       CGS
 GM0784  HISTORY     - 1954     SEE DESCRIPTION  CGS
 GM0784  HISTORY     - 1961     GOOD             CGS
 GM0784  HISTORY     - 1963     GOOD             USGS
 GM0784
 GM0784                          STATION DESCRIPTION
 GM0784
 GM0784'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (RAM)
 GM0784'STATION IS LOCATED ON A DOME-SHAPED PEAK WHICH IS THE FARTHEST
 GM0784'N OF THE HIGH PEAKS LYING ABOUT A MILE W OF THE LATIR LAKES AND
 GM0784'WITHIN THE CARSON NATIONAL FOREST.  THERE IS A HIGHER PEAK LYING
 GM0784'2 MILES TO THE SW WITH A LARGE CAIRN ON IT.  IN APPROXIMATE
 GM0784'AIR LINE DISTANCES IT IS, 30 MILES SE OF ANTONITO, COLORADO,
 GM0784'11 MILES SSE OF COSTILLA, AND 9 MILES NE OF QUESTA.
 GM0784'
 GM0784'TO REACH THE STATION FROM THE QUESTA POST OFFICE, GO N ON
 GM0784'STATE HIGHWAY 3 0.1 MILE, TURN RIGHT HERE AND FOLLOW STATE
 GM0784'HIGHWAY 38 (RED RIVER CANYON ROAD) FOR 0.15 MILE TO FORK.  DO NOT
 GM0784'TAKE MAIN FORK DOWN STEEP HILL, BUT TAKE THE LEFT FORK WHICH
 GM0784'FOLLOWS ALONG THE SIDE OF THE HILL.  GO ALONG THIS ROAD FOR
 GM0784'2.15 MILES TO FOREST SERVICE SIGN MARKING THE ENTRANCE INTO
 GM0784'THE NATIONAL FOREST.  CONTINUE STRAIGHT AHEAD FOR 3.4 MILES TO
 GM0784'A FORK.  TAKE THE LEFT FORK AS PER SIGN 5 LATIR LAKES CABRESTA
 GM0784'LAKE AND GO 2.1 MILES TO CABRESTA LAKE AND THE END OF TRUCK
 GM0784'TRAVEL.  FROM HERE PACK UP WELL USED AND MARKED FOREST
 GM0784'SERVICE TRAIL AS PER SIGN LATIR LAKES FOR ABOUT 4 MILES TO
 GM0784'WHERE THE TRAIL FORKS.  TAKE THE LEFT FORK OF THE TRAIL AS
 GM0784'PER SIGN LATIR PEAK AND PACK ABOUT A MILE TO WHERE THE
 GM0784'TRAIL CROSSES A SADDLE AND THE TRAIL CAN BE SEEN WINDING
 GM0784'DOWN TO THE LAKES BELOW.  TURN OFF THE TRAIL TO THE LEFT HERE AND
 GM0784'PACK SLIGHTLY N OF W UP THE RIDGE FOR ABOUT 1/4 MILE TO THE
 GM0784'AZIMUTH MARK.  CONTINUE ON UP THE RIDGE AND OVER THE
 GM0784'ROUNDED HUMP TO THE TOP AND THEN TURN GOING NW AND THEN N,
 GM0784'PACK 2 MILES ALONG THE TOP TO THE FARTHEST N DOME-SHAPED PEAK AND
 GM0784'THE STATION.  (IF HORSES ARE USED THE TRAIL SHOULD BE
 GM0784'FOLLOWED DOWN TO THE LAKES AND THEN UP ANOTHER SHOULDER OF
 GM0784'THE PEAK, APPROACHING THE STATION FROM THE E.)
 GM0784'
 GM0784'STATION MARK IS A BRONZE STATION DISK SET IN A BOULDER WHICH
 GM0784'PROJECTS 1-1/2 INCHES ABOVE THE SURROUNDING SURFACE.  IT IS
 GM0784'LOCATED ON THE HIGHEST POINT OF THE DOME-SHAPED PEAK.  DISK IS
 GM0784'STAMPED LATIR 1945.
 GM0784'
 GM0784'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A BOULDER
 GM0784'WHICH PROJECTS 1 INCH ABOVE THE SURROUNDING SURFACE.  IT IS
 GM0784'LOCATED NE OF THE STATION AND ABOUT A FOOT LOWER.  DISK IS STAMPED
 GM0784'LATIR NO 1 1945.
 GM0784'
 GM0784'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN OUTCROPPING
 GM0784'BEDROCK WHICH PROJECTS 6 INCHES ABOVE THE SURROUNDING SURFACE.
 GM0784'IT IS LOCATED NW OF THE STATION AND ABOUT 2-1/2 FEET LOWER.
 GM0784'DISK IS STAMPED LATIR NO 2 1945.
 GM0784'
 GM0784'THE ROCK CAIRN IS A WELL SHAPED CAIRN STANDING 6 FEET HIGH AND
 GM0784'6 FEET IN DIAMETER AT THE BASE.  IT HAS A 5-INCH PINE POLE IN THE
 GM0784'CENTER WHICH PROJECTS 12 INCHES ABOVE THE TOP OF THE CAIRN.
 GM0784'IT IS LOCATED S OF THE STATION AND STANDS ABOUT 10 FEET HIGHER.
 GM0784'THERE IS A U.S.G.S. REFERENCE MARK 23 FEET TO THE NE OF THE
 GM0784'CAIRN.
 GM0784'
 GM0784'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN A BOULDER WHICH
 GM0784'PROJECTS 2 INCHES ABOVE THE SURROUNDING SURFACE.  IT IS LOCATED
 GM0784'2 MILES SE OF THE STATION, ABOUT 30 FEET N OF THE RIDGE, AND
 GM0784'4 FEET N OF A 2-FOOT ROCK CAIRN.  DISK IS STAMPED LATIR 1945.
 GM0784'
 GM0784'HEIGHT OF LIGHT ABOVE STATION MARK - 1.3 METERS.
 GM0784
 GM0784                          STATION RECOVERY (1954)
 GM0784
 GM0784'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (WRH)
 GM0784'THE STATION WAS FOUND AS DESCRIBED AND ALL THE MARKS WERE FOUND
 GM0784'TO BE IN GOOD CONDITION.  A COMPLETE NEW DESCRIPTION IS AS FOLLOWS.
 GM0784'
 GM0784'THE STATION IS LOCATED, AIRLINE, ABOUT 30 MILES SOUTHEAST OF ANTONIO,
 GM0784'COLORADO, 11 MILES SOUTH SOUTHEAST OF COSTILLA, COLORADO, 9
 GM0784'MILES NORTHEAST OF QUESTA, NEW MEXICO AND IT IS LOCATED ON A
 GM0784'DOME SHAPED PEAK WHICH IS THE FARTHEST NORTH OF THE HIGH PEAKS
 GM0784'LYING ABOUT A MILE NORTHWEST OF THE LATIR LAKES.  THE STATION IS
 GM0784'IN THE CARSON NATIONAL FOREST.
 GM0784'
 GM0784'THE STATION MARK IS A STANDARD DISK STAMPED LATIR 1945 SET IN
 GM0784'A DRILL HOLE IN A SMALL BOULDER THAT PROJECTS 2 INCHES ABOVE
 GM0784'THE GROUND.  THE MARK IS LOCATED ON THE HIGHEST POINT OF THE
 GM0784'DOME SHAPED PEAK.
 GM0784'
 GM0784'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED LATIR
 GM0784'NO 1 1945 SET IN A DRILL HOLE IN A SMALL BOULDER THAT PROJECTS
 GM0784'1 INCH ABOVE THE GROUND.  THE MARK IS JUST WEST OF A SMALL
 GM0784'CAIRN AND IT IS ABOUT 2 FEET LOWER THAN THE STATION.
 GM0784'
 GM0784'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED LATIR
 GM0784'NO 2 1945 SET IN A DRILL HOLE IN A SMALL BOULDER THAT PROJECTS
 GM0784'6 INCHES ABOVE THE GROUND.  THE MARK IS JUST SOUTH OF A SMALL
 GM0784'CAIRN AND IT IS ABOUT 4 FEET LOWER THAN THE STATION.
 GM0784'
 GM0784'THE CAIRN IS A WELL SHAPED CAIRN STANDING 6 FEET HIGH AND IT IS
 GM0784'ABOUT 6 FEET IN DIAMETER AT THE BASE.  IT HAS A 5 INCH PINE
 GM0784'POLE IN ITS CENTER THAT PROJECTS ABOUT 12 INCHES ABOVE THE TOP
 GM0784'OF THE CAIRN.  THIS CAIRN IS BUILT OVER THE TOP OF A U.S.
 GM0784'GEOLOGICAL SURVEY STATION MARK STAMPED LATIR.  THIS CAIRN IS ABOUT
 GM0784'10 FEET HIGHER THAN THE STATION.
 GM0784'
 GM0784'THE AZIMUTH MARK IS A STANDARD DISK STAMPED LATIR S5 S5 1945 SET
 GM0784'IN A DRILL HOLE IN A SMALL BOULDER THAT PROJECTS 2 INCHES ABOVE
 GM0784'THE GROUND.  THE MARK IS 30.0 FEET NORTH OF A RIDGE AND 4 FEET
 GM0784'NORTH OF A 2 FOOT CAIRN.
 GM0784'
 GM0784'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 3 AND 38
 GM0784'IN QUESTA, GO NORTHEASTERLY ON HIGHWAY 38 FOR 0.15 MILE TO
 GM0784'A FORK IN FRONT OF THE QUESTA CASH STORE.  KEEP THE LEFT FORK,
 GM0784'LEAVING THE HIGHWAY, AND FOLLOW THE MAIN TRAVELED ROAD
 GM0784'NORTHEASTERLY AND EASTERLY FOR 2.4 MILES TO A CATTLE GUARD AT THE
 GM0784'ENTRANCE TO THE CARSON NATIONAL FOREST.  CONTINUE EAST UP THE
 GM0784'CANYON ON THE MAIN ROAD FOR 3.1 MILES TO THE CANON TRADING
 GM0784'POST ON THE LEFT.  FROM HERE PACK HORSES WERE TAKEN FOLLOWING
 GM0784'THE MAIN ROAD UP THE CANYON FOR 0.3 MILE TO A FORK AT A
 GM0784'SIGN CABRESTO LAKE 2.  TAKE THE LEFT FORK FOLLOWING UP A
 GM0784'TRAIL THAT STAYS NEAR THE MAIN ROAD FOR ABOUT 2 MILES TO
 GM0784'THE END OF THE ROAD AT THE WEST END OF CABRESTO LAKE.
 GM0784'FOLLOW A TRAIL AROUND THE LEFT SIDE OF THE LAKE AND UP
 GM0784'THE CANYON FOR ABOUT 4 MILES TO TRAIL FORKS AND A SIGN LATIR LAKES
 GM0784'2 - HEART LAKE.  KEEP THE LEFT FORK APPROXIMATELY 1/2
 GM0784'MILE TO ANOTHER TRAIL FORKS ABOUT 50 YARDS BEFORE REACHING HEART
 GM0784'LAKE.  TAKE THE RIGHT FORK KEEPING TO THE EAST EDGE OF THE
 GM0784'LAKE FOR ABOUT 1 MILE TO A WIRE GATE IN AN EAST-WEST FENCE
 GM0784'LINE.  (FROM THE GATE TURN OFF THE TRAIL AND FOLLOW THE
 GM0784'FENCE LINE IN A WESTERLY DIRECTION UP A RIDGE FOR ABOUT 0.25 MILE
 GM0784'TO THE AZIMUTH MARK AS DESCRIBED.) GO THROUGH THE GATE AND FOLLOW
 GM0784'THE TRAIL CROSSING A RIDGE AND CONTINUE DOWN THE WINDING TRAIL TO
 GM0784'WHERE THE TRAIL BEARS LEFT ABOUT 50 YARDS BEFORE REACHING
 GM0784'ONE OF THE LATIR LAKES.  FROM HERE BEAR LEFT FOLLOWING THE
 GM0784'TRAIL UP A STEEP SLOPE KEEPING BETWEEN THE LATIR LAKES FOR
 GM0784'ABOUT 1/2 MILE TO THE TOP OF A RIDGE.  KEEP LEFT, WEST, UP THE
 GM0784'RIDGE LEAVING THE TRAIL AND CLIMBING UP A VERY STEEP SLOPE TO
 GM0784'THE HIGHEST POINT OF THE DOME SHAPED PEAK AT THE STATION AS
 GM0784'DESCRIBED.
 GM0784'
 GM0784'NOTE--THE CAIRN SHOWN IN THE 1945 DESCRIPTION IS BUILT OVER LATIR
 GM0784'(USGS).
 GM0784
 GM0784                          STATION RECOVERY (1961)
 GM0784
 GM0784'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (HWK)
 GM0784'STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2
 GM0784'WERE RECOVERED AS PREVIOUSLY DESCRIBED AND FOUND IN GOOD
 GM0784'CONDITION.  THE DISTANCE AND THE DIRECTION TO THE REFERENCE
 GM0784'MARKS WERE VERIFIED.  THE AZIMUTH MARK WAS SEARCHED FOR, BUT
 GM0784'NOT RECOVERED.  A NEW AZIMUTH MARK WAS SET BY THIS PARTY.
 GM0784'
 GM0784'FOLLOWING IS A NEW TO REACH THE STATION AND A DESCRIPTION OF THE
 GM0784'AZIMUTH MARK.
 GM0784'
 GM0784'TO REACH THE STATION FROM THE TEXACO SERVICE STATION IN THE SMALL
 GM0784'SETTLEMENT OF AMALIA, GO SOUTHEASTERLY ON A DIRT ROAD FOR 1.95
 GM0784'MILES TO A SIDE ROAD ON THE RIGHT, 50 FEET AFTER CROSSING A
 GM0784'WOODEN BRIDGE.  CONTINUE STRAIGHT AHEAD ON THE DIRT ROAD FOR 7.55
 GM0784'MILES TO A SIDE ROAD AND BRIDGE ON THE RIGHT.  (SIGN NINE LAKES
 GM0784'ON RIGHT).  TURN RIGHT, CROSS BRIDGE, AND GO WESTERLY ON THE
 GM0784'DIRT ROAD FOR 2.95 MILES TO A ROAD FORK AT THE WEST END OF AN
 GM0784'OLD SAWMILL AREA.  BEAR RIGHT AND FOLLOW THE DIRT ROAD, UP
 GM0784'VALLEY, FOR 3.65 MILES TO THE END OF 4-WHEEL DRIVE TRUCK
 GM0784'TRAVEL, AT THE WEST SIDE OF A LAKE.  PACK WEST ON A TRAIL TO
 GM0784'THE TOP OF THE FIRST HILL.  BEAR LEFT AND FOLLOW THE TRAIL
 GM0784'WESTERLY, PASSING TO THE RIGHT OF 5 LAKES, UNTIL YOU COME TO
 GM0784'LAKE 6 WHICH IS SURROUNDED BY THE MOUNTAIN RIDGE ON THE WEST,
 GM0784'NORTH AND SOUTH SIDE.  BEAR RIGHT AND GO NORTHERLY UP STEEP
 GM0784'RIDGE TO THE TOP AND THE STATION, APPROXIMATELY 500 FEET NORTH
 GM0784'OF A LARGE CAIRN WHICH IS VISIBLE FROM LAKE 6.  APPROXIMATELY 1
 GM0784'HOUR AND 45 MINUTES PACK.
 GM0784'
 GM0784'AZIMUTH MARK, A STANDARD DISK STAMPED LATIR 1945 RESET 1961, IS
 GM0784'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK.  IT IS 4 FEET
 GM0784'WEST OF A CAIRN AND ON THE TOP OF THE SAME RIDGE AS THE STATION.
 GM0784'
 GM0784'TO REACH THE AZIMUTH MARK FROM THE STATION, PACK SOUTH APPROXIMATELY
 GM0784'0.3 MILE TO THE AZIMUTH MARK, NEAR THE WEST SLOPE OF THE RIDGE.
 GM0784'
 GM0784'NOTE--REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
 GM0784
 GM0784                          STATION RECOVERY (1963)
 GM0784
 GM0784'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 GM0784'DESCRIPTION IN NGS QUAD 36105-1, STATION 1014.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0632 ***********************************************************************
 GM0632  DESIGNATION -  LAUGHLIN
 GM0632  PID         -  GM0632
 GM0632  STATE/COUNTY-  NM/COLFAX
 GM0632  USGS QUAD   -  MESA LARGA (1971)
 GM0632
 GM0632                         *CURRENT SURVEY CONTROL
 GM0632  ___________________________________________________________________
 GM0632* NAD 83(1992)-  36 37 31.61854(N)    104 11 08.64162(W)     ADJUSTED  
 GM0632* NAVD 88     -      2689.6    (meters)    8824.     (feet)  VERTCON   
 GM0632  ___________________________________________________________________
 GM0632  LAPLACE CORR-          -1.29  (seconds)                    DEFLEC99
 GM0632  GEOID HEIGHT-         -18.60  (meters)                     GEOID03
 GM0632
 GM0632  HORZ ORDER  -  FIRST
 GM0632
 GM0632.The horizontal coordinates were established by classical geodetic methods
 GM0632.and adjusted by the National Geodetic Survey in December 1993..
 GM0632
 GM0632.The NAVD 88 height was computed by applying the VERTCON shift value to
 GM0632.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GM0632
 GM0632.The Laplace correction was computed from DEFLEC99 derived deflections.
 GM0632
 GM0632.The geoid height was determined by GEOID03.
 GM0632
 GM0632;                    North         East     Units Scale Factor Converg.
 GM0632;SPC NM E     -   623,924.663   178,201.047   MT  0.99991124   +0 05 17.0
 GM0632;SPC NM E     - 2,046,992.83    584,647.94   sFT  0.99991124   +0 05 17.0
 GM0632;UTM  13      - 4,053,632.234   572,804.732   MT  0.99966530   +0 29 08.9
 GM0632
 GM0632!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GM0632!SPC NM E     -   0.99958100  x   0.99991124  =   0.99949227
 GM0632!UTM  13      -   0.99958100  x   0.99966530  =   0.99924644
 GM0632
 GM0632|---------------------------------------------------------------------|
 GM0632| PID    Reference Object                     Distance      Geod. Az  |
 GM0632|                                                           dddmmss.s |
 GM0632| GM0630 LAUGHLIN CAIRN                        3.150 METERS 05706     |
 GM0632| GL1515 GRANDE                              APPROX.29.0 KM 0720431.5 |
 GM0632| GM0626 T28N R26E SECS 28 29 32 33           17.155 METERS 11651     |
 GM0632| CM8949 LAUGHLIN RM 1                        22.250 METERS 14252     |
 GM0632|---------------------------------------------------------------------|
 GM0632
 GM0632                          SUPERSEDED SURVEY CONTROL
 GM0632
 GM0632  NAD 83(1986)-  36 37 31.62495(N)    104 11 08.63919(W) AD(       ) 1
 GM0632  NAD 27      -  36 37 31.53200(N)    104 11 06.72500(W) AD(       ) 1
 GM0632  NGVD 29 (07/19/86) 2688.5    (m)         8821.     (f) VERT ANG       
 GM0632
 GM0632.Superseded values are not recommended for survey control.
 GM0632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0632.See file dsdata.txt to determine how the superseded data were derived.
 GM0632
 GM0632_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEA7280553632(NAD 83)
 GM0632_MARKER: DS = TRIANGULATION STATION DISK
 GM0632_SETTING: 66 = SET IN ROCK OUTCROP
 GM0632
 GM0632  HISTORY     - Date     Condition        Report By
 GM0632  HISTORY     - 1922     MONUMENTED       CGS
 GM0632  HISTORY     - 1945     SEE DESCRIPTION  CGS
 GM0632
 GM0632                          STATION DESCRIPTION
 GM0632
 GM0632'DESCRIBED BY COAST AND GEODETIC SURVEY 1922 (CMD)
 GM0632'ABOUT 20 MILES NORTH-NORTHEAST OF MAXWELL, 18 MILES SOUTHWEST
 GM0632'FROM DEDMAN, 6 MILES NORTHWEST OF CHICO POST OFFICE, ON TOP
 GM0632'OF A GRASSY, ISOLATED HILL, WHICH IS THE NORTHWESTERNMOST
 GM0632'OF THE HILLS NORTH OF CHICO.  THE BEST APPROACH IS FROM
 GM0632'ROAD LEADING SOUTH FROM THE CLAYTON-RATON HIGHWAY THAT GOES
 GM0632'PAST THE FOOT OF THE HILL.  THE STATION IS MARKED WITH A
 GM0632'STANDARD DISK SET IN ROCK.  REFERENCE
 GM0632'MARK NO. 1, A STANDARD DISK SET IN ROCK.
 GM0632'IS 22.25 METERS (73.0 FEET) FROM THE STATION
 GM0632'S 37 DEG 08 MIN E.  LAUGHLIN (U. S. G. S.), CAIRN, IS 3.2 METERS
 GM0632'(10 FEET) FROM THE STATION N 57 DEG 06 MIN E.  T.
 GM0632'28 N., R. 26 E., SEC. 28, SOUTHWEST CORNER, IS 17.15
 GM0632'METERS (56.3 FEET) FROM THE STATION S 63 DEG 09 MIN E.
 GM0632
 GM0632                          STATION RECOVERY (1945)
 GM0632
 GM0632'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (CAE)
 GM0632'STATION FOUND DESTROYED.  SEE DESCRIPTION FOR LAUGHLIN 2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0631 ***********************************************************************
 GM0631  DESIGNATION -  LAUGHLIN 2
 GM0631  PID         -  GM0631
 GM0631  STATE/COUNTY-  NM/COLFAX
 GM0631  USGS QUAD   -  MESA LARGA (1971)
 GM0631
 GM0631                         *CURRENT SURVEY CONTROL
 GM0631  ___________________________________________________________________
 GM0631* NAD 83(1992)-  36 37 31.61864(N)    104 11 08.64048(W)     ADJUSTED  
 GM0631* NAVD 88     -      2688.7    (meters)    8821.     (feet)  VERTCON   
 GM0631  ___________________________________________________________________
 GM0631  LAPLACE CORR-          -1.29  (seconds)                    DEFLEC99
 GM0631  GEOID HEIGHT-         -18.60  (meters)                     GEOID03
 GM0631
 GM0631  HORZ ORDER  -  FIRST
 GM0631
 GM0631.The horizontal coordinates were established by classical geodetic methods
 GM0631.and adjusted by the National Geodetic Survey in December 1993..
 GM0631
 GM0631.The NAVD 88 height was computed by applying the VERTCON shift value to
 GM0631.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GM0631
 GM0631.The Laplace correction was computed from DEFLEC99 derived deflections.
 GM0631
 GM0631.The geoid height was determined by GEOID03.
 GM0631
 GM0631;                    North         East     Units Scale Factor Converg.
 GM0631;SPC NM E     -   623,924.666   178,201.075   MT  0.99991124   +0 05 17.0
 GM0631;SPC NM E     - 2,046,992.84    584,648.03   sFT  0.99991124   +0 05 17.0
 GM0631;UTM  13      - 4,053,632.237   572,804.760   MT  0.99966530   +0 29 08.9
 GM0631
 GM0631!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GM0631!SPC NM E     -   0.99958114  x   0.99991124  =   0.99949242
 GM0631!UTM  13      -   0.99958114  x   0.99966530  =   0.99924658
 GM0631
 GM0631|---------------------------------------------------------------------|
 GM0631| PID    Reference Object                     Distance      Geod. Az  |
 GM0631|                                                           dddmmss.s |
 GM0631| GM0630 LAUGHLIN CAIRN                        3.125 METERS 05652     |
 GM0631| GM0626 T28N R26E SECS 28 29 32 33           17.131 METERS 11654     |
 GM0631| CM8949 LAUGHLIN RM 1                        22.094 METERS 14253     |
 GM0631| GM0627 T28N R26E SECS 28 29 32 33 RM        31.795 METERS 15130     |
 GM0631| CM8951 LAUGHLIN 2 RM 2                      14.251 METERS 23825     |
 GM0631| CM8950 LAUGHLIN 2 AZ MK                                   2703220.5 |
 GM0631|---------------------------------------------------------------------|
 GM0631
 GM0631                          SUPERSEDED SURVEY CONTROL
 GM0631
 GM0631  NAD 83(1986)-  36 37 31.62506(N)    104 11 08.63798(W) AD(       ) 1
 GM0631  NAD 27      -  36 37 31.52240(N)    104 11 06.71230(W) AD(       ) 1
 GM0631  NGVD 29 (07/19/86) 2687.6    (m)         8818.     (f) VERT ANG       
 GM0631
 GM0631.Superseded values are not recommended for survey control.
 GM0631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0631.See file dsdata.txt to determine how the superseded data were derived.
 GM0631
 GM0631_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEA7280553632(NAD 83)
 GM0631_MARKER: DS = TRIANGULATION STATION DISK
 GM0631_SETTING: 0 = UNSPECIFIED SETTING
 GM0631
 GM0631  HISTORY     - Date     Condition        Report By
 GM0631  HISTORY     - 1945     MONUMENTED       CGS
 GM0631  HISTORY     - 1960     GOOD             CGS
 GM0631  HISTORY     - 1970     GOOD             DOD
 GM0631
 GM0631                          STATION DESCRIPTION
 GM0631
 GM0631'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (CAE)
 GM0631'STATION REPLACES LAUGHLIN 1922 WHICH WAS FOUND REMOVED FROM A
 GM0631'BOULDER AND LYING ON THE TOP OF THE MOUNTAIN.  THE BOULDER HAD
 GM0631'ALSO BEEN MOVED.  A SLIGHT HOLE WHICH WAS FOUND IN THE LOCALITY
 GM0631'MIGHT HAVE BEEN THE ORIGINAL POSITION OF THE STATION, BUT THERE
 GM0631'IS NO ASSURANCE OF THIS.  THE NEW STATION MARK WAS SET IN THIS
 GM0631'HOLE.
 GM0631'
 GM0631'STATION IS LOCATED ON THE TOP OF A LARGE, ISOLATED, GRASSY
 GM0631'MOUNTAIN KNOWN AS LAUGHLIN PEAK.  IN APPROXIMATE AIR LINE
 GM0631'DISTANCES IT IS LOCATED, 24 MILES SE OF RATON, 22 MILES WSW
 GM0631'OF DES MOINES, AND 13 MILES SW OF CAPULIN.
 GM0631'
 GM0631'TO REACH THE STATION FROM THE RATON POST OFFICE, GO E ONE
 GM0631'BLOCK TO U.S. HIGHWAY 85 AND 87, AND THEN GO S ON THE U.S.
 GM0631'HIGHWAY FOR 1.1 MILES TO THE JUNCTION OF U.S. HIGHWAYS 85,
 GM0631'87, AND 64.  TURN LEFT OR E HERE AND FOLLOWING U.S. HIGHWAY
 GM0631'87 AND 64 FOR 11.5 MILES TO A GRADED GRAVEL ROAD COMING IN ON
 GM0631'THE RIGHT.  TURN RIGHT HERE, OFF THE HIGHWAY, AND GO 9.1 MILES
 GM0631'TO A FORK.  TAKE THE RIGHT FORK AND GO S ACROSS THE VALLEY FOR
 GM0631'2.4 MILES TO WHERE THE MAIN GRADED GRAVEL ROAD TURNS E.  LEAVE
 GM0631'THE MAIN ROAD HERE KEEPING STRAIGHT AHEAD ON A TRACK ROAD FOR
 GM0631'1.0 MILE TO A T-INTERSECTION.  TAKE THE LEFT ROAD AND GO
 GM0631'1.05 MILES TO ANOTHER T-INTERSECTION.  TAKE THE RIGHT TRACK
 GM0631'ROAD THROUGH A GATE IN THE FENCE AND GO FOR 0.2 MILE TO A
 GM0631'FORK.  THE RIGHT FORK GOES DIRECTLY TO A RANCH.  TAKE THE
 GM0631'LEFT FORK AND GO 0.85 MILE TO A GATE.  PASS THROUGH THIS
 GM0631'GATE AND CONTINUE STRAIGHT AHEAD ON THE TRACK ROAD FOR 1.1
 GM0631'MILES TO A FORK.  TAKE A RIGHT FORK AND GO 0.35 MILE TO
 GM0631'ANOTHER FORK.  TAKE THE RIGHT FORK AND GO 1.25 MILES ON
 GM0631'THE TRACK ROAD TO WHERE A DIM TRACK ROAD COMES IN ON THE
 GM0631'RIGHT.  THIS DIM TRACK ROAD COMES INTO THE OTHER ROAD JUST
 GM0631'ABOUT 0.1 MILE BEFORE IT CROSSES A THIRD WOODEN BRIDGE.  TURN
 GM0631'RIGHT AND FOLLOW THE DIM TRACK ROAD FOR 1.0 MILE UP A
 GM0631'CANYON, THEN LEFT ACROSS THE CANYON AND UP TO THE RIDGE,
 GM0631'THEN ALONG THE RIDGE ALMOST TO A FENCE, AND THEN W ACROSS
 GM0631'DRAINAGE TO A GATE.  PASS THROUGH THIS GATE AND FOLLOW THE
 GM0631'DIM TRACKS W FOR 0.35 MILE TO ANOTHER GATE.  PASS THROUGH
 GM0631'THIS GATE, AND PASSING ON THE UPPER SIDE OF TWO DIRT TANKS
 GM0631'GO APPROXIMATELY N UP THE RIDGE FOR 0.85 MILE TO THE END OF
 GM0631'TRUCK TRAVEL JUST ABOVE AND SLIGHTLY TO THE W OF A
 GM0631'RUINED CABIN AT THE BASE OF A ROCK SLIDE.  FROM HERE PACK ON
 GM0631'UP THE RIDGE FOR ABOUT 3/4 MILE TO A SMALL SADDLE.  THE AZIMUTH
 GM0631'MARK CAN BE REACHED FROM THIS SADDLE BY BEARING NW OUT ALONG
 GM0631'A RIDGE TO AN OUTCROPPING OF GREY ROCK AND THE AZIMUTH MARK.
 GM0631'FROM THE SADDLE PACK APPROXIMATELY NE ABOUT 1/4 MILE TO THE
 GM0631'HIGHEST POINT OF THE WHOLE MOUNTAIN AND THE STATION.
 GM0631'
 GM0631'STATION MARK IS A BRONZE STATION DISK SET ON THE END OF A
 GM0631'2-1/2-INCH CAST-IRON PIPE WHICH PROJECTS ABOUT 7 INCHES ABOVE THE
 GM0631'SURROUNDING SURFACE.  DISK IS STAMPED LAUGHLIN 2 1945.  IT
 GM0631'IS LOCATED ABOUT 15 FEET SW OF THE APPROXIMATE HIGHEST POINT
 GM0631'OF THE MOUNTAIN.
 GM0631'
 GM0631'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A BOULDER
 GM0631'WHICH IS FLUSH WITH THE SURROUNDING SURFACE.  IT IS LOCATED
 GM0631'SE OF THE STATION AND ABOUT 13 FEET LOWER.  DISK IS STAMPED
 GM0631'LAUGHLIN NO 1 1922.  (THE STAND MUST BE AT LEAST 5 FEET ABOVE
 GM0631'THE STATION MARK OR THE REFERENCE MARK WILL NOT CLEAR.)
 GM0631'
 GM0631'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET ON THE END OF
 GM0631'A 2-1/2-INCH CAST-IRON PIPE WHICH PROJECTS ABOUT 7 INCHES ABOVE
 GM0631'THE SURROUNDING SURFACE.  IT IS LOCATED WSW OF THE STATION
 GM0631'AND ABOUT 1-1/2 FEET LOWER.  DISK STAMPED LAUGHLIN 2 NO 2 1945.
 GM0631'
 GM0631'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN OUTCROPPING
 GM0631'BEDROCK WHICH PROJECTS 6 INCHES ABOVE THE SURROUNDING SURFACE.
 GM0631'DISK IS STAMPED LAUGHLIN 2 1945.  IT IS LOCATED 1/2 MILE W
 GM0631'OF THE STATION, 40 FEET S OF THE HIGHEST POINT OF THE RIDGE,
 GM0631'AND 1.4 FEET NW OF A 2-FOOT ROCK CAIRN.
 GM0631'
 GM0631'G.L.O. MARK IS A STANDARD G.L.O. SECTION CORNER MARK STAMPED
 GM0631'T28N R26E S29 S28 S32 S33 1922.  IT WAS CAPPED ON A 2-INCH
 GM0631'PIPE WHICH PROJECTS ABOUT 9 INCHES ABOVE THE SURROUNDING SURFACE
 GM0631'AND IS ABOUT 9 FEET LOWER THAN THE STATION.  IT IS ESE OF THE
 GM0631'STATION.
 GM0631'
 GM0631'U.S.G.S. MARK IS A STANDARD U.S. GEOLOGICAL SURVEY BENCH
 GM0631'MARK WITH NO STAMPING.  IT IS SET IN THE DIRT IN A SLIGHT
 GM0631'DEPRESSION, ABOUT 8 INCHES BELOW THE SURROUNDING SURFACE, AND
 GM0631'ABOUT 16 INCHES LOWER THAN THE STATION.  IT IS LOCATED ENE OF
 GM0631'THE STATION (THE U.S.G.S. CAIRN WHICH WAS DESCRIBED IN THE
 GM0631'ORIGINAL DESCRIPTION WAS FOUND TO BE DESTROYED.  A NEW CAIRN
 GM0631'WAS PLACED OVER THE U.S.G.S. MARK.)
 GM0631'
 GM0631'HEIGHT OF LIGHT ABOVE STATION MARK - 1.3 METERS.
 GM0631
 GM0631                          STATION RECOVERY (1960)
 GM0631
 GM0631'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HWK)
 GM0631'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2,
 GM0631'AZIMUTH MARK AND THE G.L.O. MARK WERE RECOVERED AS DESCRIBED
 GM0631'IN 1945.  THE DIRECTIONS TO ALL THE MARKS WERE VERIFIED.
 GM0631'HORIZONTAL DISTANCES TO THE MARKS WERE OBTAINED FROM SLOPE
 GM0631'DISTANCES AND VERTICAL ANGLES AND REFERENCE MARK NO. 2 WAS
 GM0631'THE ONLY DISTANCE THAT COULD BE VERIFIED.  A SECOND G.L.O.
 GM0631'MARK WAS FOUND AT THE STATION, APPARENTLY OVERLOOKED BY THE
 GM0631'OBSERVING PARTY IN 1945.  IT IS ON THE STEEP, SOUTH SLOPE
 GM0631'OF THE HILL AND HAS THE SAME STAMPING AS THE G.L.O. MARK
 GM0631'LISTED IN 1945.
 GM0631'
 GM0631'THE STATION WAS DRIVEN TO WITH A 4-WHEEL DRIVE VEHICLE.  A NEW
 GM0631'TO REACH FOLLOWS.
 GM0631'
 GM0631'TO REACH THE STATION FROM THE POST OFFICE IN FARLEY, GO NORTH
 GM0631'AND WEST ON A GRADED ROAD 2.0 MILES TO A CROSSROAD.  TURN RIGHT
 GM0631'AND GO NORTH 5.6 MILES TO A REVERSE Y, JUST AFTER CROSSING
 GM0631'A BRIDGE.  KEEP RIGHT WITH THE MAIN ROAD AND GO NORTH 8.5 MILES
 GM0631'TO A T-INTERSECTION.  TURN LEFT AND GO WEST 3.8 MILES TO A
 GM0631'SIDE ROAD ON THE LEFT.  KEEP RIGHT, STRAIGHT AHEAD AND GO NORTH
 GM0631'ON THE MAIN ROAD 2.7 MILES TO A RANCH ROAD ON THE LEFT.  TURN
 GM0631'LEFT, WEST CROSSING EARTHERN DAM 0.5 MILE TO A CORRAL JUST
 GM0631'BEFORE REACHING A RANCH HOUSE.  BEAR RIGHT AROUND THE NORTH
 GM0631'SIDE OF BUILDINGS AND FOLLOW THE MAIN ROAD WESTERLY 1.4
 GM0631'MILES TO A REVERSE Y.  KEEP LEFT OVER CATTLE GUARD, GO SOUTH
 GM0631'AND SOUTHWEST 3.7 MILES TO A ROAD FORK AT A HOUSE AND
 GM0631'BARN ON THE LEFT.  KEEP RIGHT FORK AND GO WESTERLY ON
 GM0631'MAIN ROAD 1.2 MILES TO A WINDMILL ON THE LEFT AT A CATTLE
 GM0631'GUARD.  CROSS THE CATTLE GUARD AND CONTINUE ON THE MAIN
 GM0631'ROAD 0.6 MILE TO A HOUSE ON THE RIGHT.  CONTINUE
 GM0631'NORTHWESTERLY ON THE MAIN ROAD 1.4 MILES TO A ROAD FORK, JUST
 GM0631'AFTER CROSSING A STREAM BED.  KEEP RIGHT FORK AND GO
 GM0631'NORTHEAST 1.3 MILES TO A WIRE GATE.  PASS THROUGH THE GATE
 GM0631'AND GO ABOUT 50 YARDS TO A TRACK ROAD SHARP LEFT AT THE
 GM0631'END OF A WOOD FENCE.  TURN SHARP LEFT AND GO NORTHERLY
 GM0631'THROUGH WOODS FOR 0.5 MILE TO A WIRE GATE.  PASS THROUGH THE
 GM0631'GATE AND CONTINUE ACROSS SMALL CANYON, UPHILL THROUGH
 GM0631'WOODS AND ACROSS PASTURE 0.7 MILE TO A SMALL DAM AND POND.
 GM0631'PASS TO THE EAST SIDE OF THE DAM AND GO 0.1 MILE TO A DIM
 GM0631'FORK IN THE TRACK ROAD.  BEAR RIGHT AND GO EASTERLY UP
 GM0631'LONG RIDGE 1.15 MILES TO A WIRE GATE.  PASS THROUGH THE GATE
 GM0631'AND CONTINUE UPHILL ON THE TRACK ROAD 0.35 MILE TO A LARGE
 GM0631'WINDMILL IN A CANYON.  FROM THE WINDMILL GO SOUTHEASTERLY UP
 GM0631'CANYON THEN RIGHT ON BLADED ROAD TO TOP OF RIDGE.  A DISTANCE
 GM0631'OF ABOUT 0.85 MILE.  BEAR LEFT AROUND THE SIDE OF THE HILL
 GM0631'0.1 MILE TO A DUG OUT POND.  CONTINUE SOUTHERLY ON SIDE HILL
 GM0631'0.2 MILE TO A CANYON.  KEEP LEFT UP CANYON 0.2 MILE TO THE
 GM0631'TOP OF THE RIDGE.  (TURN LEFT, DOWNHILL AND ACROSS SADDLE
 GM0631'0.2 MILE TO THE AZIMUTH MARK AT THE NORTHWEST POINT OF THE
 GM0631'RIDGE.) CONTINUE EASTERLY 0.15 MILE TO THE HIGHEST PART OF
 GM0631'THE HILL AND THE STATION.
 GM0631'
 GM0631'NOTE--THE STATION SHOULD BE DRIVEN TO WITH A POWER WAGON OR
 GM0631'4-WHEEL DRIVE PICKUP.
 GM0631
 GM0631                          STATION RECOVERY (1970)
 GM0631
 GM0631'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1970 (WOK)
 GM0631'THE REFERENCE MARKS, AZIMUTH MARK AND STATION MARK WERE RECOVERED
 GM0631'AND FOUND TO BE IN GOOD CONDITION.  THE EXISTING DESCRIPTION
 GM0631'IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0630 ***********************************************************************
 GM0630  DESIGNATION -  LAUGHLIN CAIRN
 GM0630  PID         -  GM0630
 GM0630  STATE/COUNTY-  NM/COLFAX
 GM0630  USGS QUAD   -  MESA LARGA (1971)
 GM0630
 GM0630                         *CURRENT SURVEY CONTROL
 GM0630  ___________________________________________________________________
 GM0630* NAD 83(1992)-  36 37 31.67405(N)    104 11 08.53517(W)     ADJUSTED  
 GM0630* NAVD 88     -      2690.     (meters)    8825.     (feet)  SCALED    
 GM0630  ___________________________________________________________________
 GM0630  LAPLACE CORR-          -1.30  (seconds)                    DEFLEC99
 GM0630  GEOID HEIGHT-         -18.60  (meters)                     GEOID03
 GM0630
 GM0630  HORZ ORDER  -  SECOND
 GM0630
 GM0630.The horizontal coordinates were established by classical geodetic methods
 GM0630.and adjusted by the National Geodetic Survey in December 1993..
 GM0630
 GM0630.The orthometric height was scaled from a topographic map.
 GM0630
 GM0630.The Laplace correction was computed from DEFLEC99 derived deflections.
 GM0630
 GM0630.The geoid height was determined by GEOID03.
 GM0630
 GM0630;                    North         East     Units Scale Factor Converg.
 GM0630;SPC NM E     -   623,926.378   178,203.689   MT  0.99991124   +0 05 17.1
 GM0630;SPC NM E     - 2,046,998.46    584,656.60   sFT  0.99991124   +0 05 17.1
 GM0630;SPC NM C     -   625,895.354   684,636.868   MT  1.00031989   +1 13 54.7
 GM0630;SPC NM C     - 2,053,458.34  2,246,179.46   sFT  1.00031989   +1 13 54.7
 GM0630;UTM  13      - 4,053,633.967   572,807.361   MT  0.99966531   +0 29 08.9
 GM0630
 GM0630!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GM0630!SPC NM E     -   0.99958092  x   0.99991124  =   0.99949220
 GM0630!SPC NM C     -   0.99958092  x   1.00031989  =   0.99990068
 GM0630!UTM  13      -   0.99958092  x   0.99966531  =   0.99924637
 GM0630
 GM0630:                Primary Azimuth Mark                     Grid Az
 GM0630:SPC NM E     -  EAGLE TAIL                               286 56 57.1
 GM0630:SPC NM C     -  EAGLE TAIL                               285 48 19.5
 GM0630:UTM  13      -  EAGLE TAIL                               286 33 05.3
 GM0630
 GM0630|---------------------------------------------------------------------|
 GM0630| PID    Reference Object                     Distance      Geod. Az  |
 GM0630|                                                           dddmmss.s |
 GM0630| GM0634 EAGLE TAIL                          APPROX.21.4 KM 2870214.2 |
 GM0630|---------------------------------------------------------------------|
 GM0630
 GM0630                          SUPERSEDED SURVEY CONTROL
 GM0630
 GM0630  NAD 83(1986)-  36 37 31.68090(N)    104 11 08.53188(W) AD(       ) 2
 GM0630  NAD 27      -  36 37 31.57800(N)    104 11 06.60700(W) AD(       ) 2
 GM0630
 GM0630.Superseded values are not recommended for survey control.
 GM0630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0630.See file dsdata.txt to determine how the superseded data were derived.
 GM0630
 GM0630_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEA7280753634(NAD 83)
 GM0630_MARKER: DB = BENCH MARK DISK
 GM0630_SETTING: 0 = UNSPECIFIED SETTING
 GM0630
 GM0630  HISTORY     - Date     Condition        Report By
 GM0630  HISTORY     - 1945     MONUMENTED       CGS
 GM0630  HISTORY     - 1945     GOOD             NGS
 GM0630
 GM0630                          STATION DESCRIPTION
 GM0630
 GM0630'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 GM0630'STATION IS LOCATED ON THE TOP OF A LARGE, ISOLATED, GRASSY
 GM0630'MOUNTAIN KNOWN AS LAUGHLIN PEAK.  IN APPROXIMATE AIR LINE
 GM0630'DISTANCES IT IS LOCATED, 24 MILES SE OF RATON, 22 MILES WSW
 GM0630'OF DES MOINES, AND 13 MILES SW OF CAPULIN.
 GM0630'
 GM0630'TO REACH THE STATION FROM THE RATON POST OFFICE, GO E ONE
 GM0630'BLOCK TO U.S. HIGHWAY 85 AND 87, AND THEN GO S ON THE U.S.
 GM0630'HIGHWAY FOR 1.1 MILES TO THE JUNCTION OF U.S. HIGHWAYS 85,
 GM0630'87, AND 64.  TURN LEFT OR E HERE AND FOLLOWING U.S. HIGHWAY
 GM0630'87 AND 64 FOR 11.5 MILES TO A GRADED GRAVEL ROAD COMING IN ON
 GM0630'THE RIGHT.  TURN RIGHT HERE, OFF THE HIGHWAY, AND GO 9.1 MILES
 GM0630'TO A FORK.  TAKE THE RIGHT FORK AND GO S ACROSS THE VALLEY FOR
 GM0630'2.4 MILES TO WHERE THE MAIN GRADED GRAVEL ROAD TURNS E.  LEAVE
 GM0630'THE MAIN ROAD HERE KEEPING STRAIGHT AHEAD ON A TRACK ROAD FOR
 GM0630'1.0 MILE TO A T-INTERSECTION.  TAKE THE LEFT ROAD AND GO
 GM0630'1.05 MILES TO ANOTHER T-INTERSECTION.  TAKE THE RIGHT TRACK
 GM0630'ROAD THROUGH A GATE IN THE FENCE AND GO FOR 0.2 MILE TO A
 GM0630'FORK.  THE RIGHT FORK GOES DIRECTLY TO A RANCH.  TAKE THE
 GM0630'LEFT FORK AND GO 0.85 MILE TO A GATE.  PASS THROUGH THIS
 GM0630'GATE AND CONTINUE STRAIGHT AHEAD ON THE TRACK ROAD FOR 1.1
 GM0630'MILES TO A FORK.  TAKE A RIGHT FORK AND GO 0.35 MILE TO
 GM0630'ANOTHER FORK.  TAKE THE RIGHT FORK AND GO 1.25 MILES ON
 GM0630'THE TRACK ROAD TO WHERE A DIM TRACK ROAD COMES IN ON THE
 GM0630'RIGHT.  THIS DIM TRACK ROAD COMES INTO THE OTHER ROAD JUST
 GM0630'ABOUT 0.1 MILE BEFORE IT CROSSES A THIRD WOODEN BRIDGE.  TURN
 GM0630'RIGHT AND FOLLOW THE DIM TRACK ROAD FOR 1.0 MILE UP A
 GM0630'CANYON, THEN LEFT ACROSS THE CANYON AND UP TO THE RIDGE,
 GM0630'THEN ALONG THE RIDGE ALMOST TO A FENCE, AND THEN W ACROSS
 GM0630'DRAINAGE TO A GATE.  PASS THROUGH THIS GATE AND FOLLOW THE
 GM0630'DIM TRACKS W FOR 0.35 MILE TO ANOTHER GATE.  PASS THROUGH
 GM0630'THIS GATE, AND PASSING ON THE UPPER SIDE OF TWO DIRT TANKS
 GM0630'GO APPROXIMATELY N UP THE RIDGE FOR 0.85 MILE TO THE END OF
 GM0630'TRUCK TRAVEL JUST ABOVE AND SLIGHTLY TO THE W OF A
 GM0630'RUINED CABIN AT THE BASE OF A ROCK SLIDE.  FROM HERE PACK ON
 GM0630'UP THE RIDGE FOR ABOUT 3/4 MILE TO A SMALL SADDLE.
 GM0630'FROM THE SADDLE PACK APPROXIMATELY NE ABOUT 1/4 MILE TO THE
 GM0630'HIGHEST POINT OF THE WHOLE MOUNTAIN AND THE STATION.
 GM0630'
 GM0630'U.S.G.S. MARK IS A STANDARD U.S. GEOLOGICAL SURVEY BENCH
 GM0630'MARK WITH NO STAMPING.  IT IS SET IN THE DIRT IN A SLIGHT
 GM0630'DEPRESSION, ABOUT 8 INCHES BELOW THE SURROUNDING SURFACE, AND
 GM0630'ABOUT 16 INCHES LOWER THAN THE STATION.  IT IS LOCATED ENE OF
 GM0630'THE STATION (THE U.S.G.S. CAIRN WHICH WAS DESCRIBED IN THE
 GM0630'ORIGINAL DESCRIPTION WAS FOUND TO BE DESTROYED.  A NEW CAIRN
 GM0630'WAS PLACED OVER THE U.S.G.S. MARK.)
 GM0630
 GM0630                          STATION RECOVERY (1945)
 GM0630
 GM0630'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1945
 GM0630'STATION MARK--STANDARD USGS ALUMINUM TABLET NOT STAMPED SET IN THE
 GM0630'DIRT ABOUT 8 IN. BELOW SURFACE OF GROUND UNDER A CAIRN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0429 ***********************************************************************
 FN0429  DESIGNATION -  LAUM
 FN0429  PID         -  FN0429
 FN0429  STATE/COUNTY-  NM/HARDING
 FN0429  USGS QUAD   -  LA CINTA CANYON (1978)
 FN0429
 FN0429                         *CURRENT SURVEY CONTROL
 FN0429  ___________________________________________________________________
 FN0429* NAD 83(1992)-  35 50 19.94759(N)    104 09 58.72479(W)     ADJUSTED  
 FN0429* NAVD 88     -      1776.5    (meters)    5828.     (feet)  VERTCON   
 FN0429  ___________________________________________________________________
 FN0429  LAPLACE CORR-          -2.90  (seconds)                    DEFLEC99
 FN0429  GEOID HEIGHT-         -20.23  (meters)                     GEOID03
 FN0429
 FN0429  HORZ ORDER  -  SECOND
 FN0429
 FN0429.The horizontal coordinates were established by classical geodetic methods
 FN0429.and adjusted by the National Geodetic Survey in December 1993..
 FN0429
 FN0429.The NAVD 88 height was computed by applying the VERTCON shift value to
 FN0429.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FN0429
 FN0429.The Laplace correction was computed from DEFLEC99 derived deflections.
 FN0429
 FN0429.The geoid height was determined by GEOID03.
 FN0429
 FN0429;                    North         East     Units Scale Factor Converg.
 FN0429;SPC NM E     -   536,654.331   180,088.428   MT  0.99991190   +0 05 52.1
 FN0429;SPC NM E     - 1,760,673.42    590,840.12   sFT  0.99991190   +0 05 52.1
 FN0429;UTM  13      - 3,966,398.238   575,291.668   MT  0.99966985   +0 29 17.4
 FN0429
 FN0429!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FN0429!SPC NM E     -   0.99972443  x   0.99991190  =   0.99963636
 FN0429!UTM  13      -   0.99972443  x   0.99966985  =   0.99939437
 FN0429
 FN0429|---------------------------------------------------------------------|
 FN0429| PID    Reference Object                     Distance      Geod. Az  |
 FN0429|                                                           dddmmss.s |
 FN0429| CJ7691 LAUM RM 1                             9.015 METERS 08713     |
 FN0429| CJ7690 LAUM AZ MK                                         2774736.7 |
 FN0429| CJ7692 LAUM RM 2                             7.845 METERS 30807     |
 FN0429|---------------------------------------------------------------------|
 FN0429
 FN0429                          SUPERSEDED SURVEY CONTROL
 FN0429
 FN0429  NAD 83(1986)-  35 50 19.95564(N)    104 09 58.72173(W) AD(       ) 2
 FN0429  NAD 27      -  35 50 19.82200(N)    104 09 56.80550(W) AD(       ) 2
 FN0429  NGVD 29 (07/19/86) 1775.7    (m)         5826.     (f) VERT ANG       
 FN0429
 FN0429.Superseded values are not recommended for survey control.
 FN0429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0429.See file dsdata.txt to determine how the superseded data were derived.
 FN0429
 FN0429_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEV7529266398(NAD 83)
 FN0429_MARKER: DS = TRIANGULATION STATION DISK
 FN0429_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FN0429
 FN0429  HISTORY     - Date     Condition        Report By
 FN0429  HISTORY     - 1960     MONUMENTED       CGS
 FN0429
 FN0429                          STATION DESCRIPTION
 FN0429
 FN0429'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (HWK)
 FN0429'THE STATION IS APPROXIMATELY 12 MILES WEST AND 4 MILES NORTH
 FN0429'OF MOSQUERO, 7-1/2 MILES SOUTH AND 1-1/2 MILES EAST OF ROY,
 FN0429'ON PROPERTY OWNED BY MR. B.E. WEATHERS.
 FN0429'
 FN0429'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 FN0429'120 AND 39 IN ROY, GO SOUTHEAST ON HIGHWAY 39 FOR 2.85 MILE TO
 FN0429'A DIRT ROAD ON THE RIGHT.  TURN RIGHT, SOUTH, ON THE DIRT ROAD,
 FN0429'CROSS RAILROAD TRACKS AND GO 5.1 MILES TO A FORK AND TWO GATES AT
 FN0429'THE TOP OF THE GRADE AND THE AZIMUTH MARK ON THE LEFT.  PASS
 FN0429'THROUGH THE EAST ONE OF THE TWO GATES, THEN BARE LEFT AND
 FN0429'GO EASTERLY ON A TRACK ROAD FOR 0.45 MILE.  TURN RIGHT
 FN0429'LEAVING THE TRACK ROAD AND GO SOUTH 0.05 MILE TO THE TOP OF
 FN0429'THE HILL AND THE STATION.
 FN0429'
 FN0429'STATION MARKS ARE STANDARD DISKS STAMPED LAUM 1960.  THE
 FN0429'SURFACE DISK IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS
 FN0429'6 INCHES.  IT IS 5 FEET EAST OF A STANDARD METAL WITNESS
 FN0429'POST AND ABOUT 0.05 MILE SOUTH OF A FENCE LINE.  THE UNDERGROUND
 FN0429'DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 25 INCHES BELOW
 FN0429'THE SURFACE OF THE GROUND.
 FN0429'
 FN0429'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED LAUM NO 1 1960,
 FN0429'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 5 INCHES.
 FN0429'
 FN0429'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED LAUM NO 2 1960,
 FN0429'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.
 FN0429'
 FN0429'AZIMUTH MARK, A STANDARD DISK STAMPED LAUM 1960, IS SET IN
 FN0429'A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS 16
 FN0429'FEET EAST OF THE CENTER OF THE DIRT ROAD, 2.6 FEET EAST OF A
 FN0429'METAL WITNESS POST AND 1.6 FEET SOUTH OF THE FENCE LINE.
 FN0429'
 FN0429'NOTE--REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS1235 ***********************************************************************
 DS1235  DESIGNATION -  LAURA CENTER
 DS1235  PID         -  DS1235
 DS1235  STATE/COUNTY-  NM/SIERRA
 DS1235  USGS QUAD   -  STRAWBERRY PEAK (1981)
 DS1235
 DS1235                         *CURRENT SURVEY CONTROL
 DS1235  ___________________________________________________________________
 DS1235* NAD 83(1992)-  33 06 23.89569(N)    106 30 36.66831(W)     ADJUSTED  
 DS1235* NAVD 88     -      1215.63   (+/-2cm)    3988.3    (feet)  VERTCON   
 DS1235  ___________________________________________________________________
 DS1235  LAPLACE CORR-          -4.31  (seconds)                    DEFLEC99
 DS1235  GEOID HEIGHT-         -22.98  (meters)                     GEOID03
 DS1235
 DS1235  HORZ ORDER  -  FIRST
 DS1235  VERT ORDER  -  THIRD ? (See Below)
 DS1235
 DS1235.The horizontal coordinates were established by classical geodetic methods
 DS1235.and adjusted by the National Geodetic Survey in December 1993..
 DS1235
 DS1235.The NAVD 88 height was computed by applying the VERTCON shift value to
 DS1235.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DS1235.The vertical order pertains to the NGVD 29 superseded value.
 DS1235
 DS1235.The Laplace correction was computed from DEFLEC99 derived deflections.
 DS1235
 DS1235.The geoid height was determined by GEOID03.
 DS1235
 DS1235;                    North         East     Units Scale Factor Converg.
 DS1235;SPC NM W     -   234,359.904   953,497.613   MT  1.00010465   +0 43 22.1
 DS1235;SPC NM W     -   768,895.79  3,128,266.75   sFT  1.00010465   +0 43 22.1
 DS1235;UTM  13      - 3,664,123.376   359,088.068   MT  0.99984482   -0 49 30.0
 DS1235
 DS1235!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS1235!SPC NM W     -   0.99981279  x   1.00010465  =   0.99991742
 DS1235!UTM  13      -   0.99981279  x   0.99984482  =   0.99965764
 DS1235
 DS1235|---------------------------------------------------------------------|
 DS1235| PID    Reference Object                     Distance      Geod. Az  |
 DS1235|                                                           dddmmss.s |
 DS1235| CD3098 LAURA CENTER RM 2                    15.862 METERS 01602     |
 DS1235| CD3097 LAURA CENTER RM 1                    15.934 METERS 13308     |
 DS1235| DS0530 A 241                                              2781925.3 |
 DS1235|---------------------------------------------------------------------|
 DS1235
 DS1235                          SUPERSEDED SURVEY CONTROL
 DS1235
 DS1235  NAD 83(1986)-  33 06 23.90223(N)    106 30 36.67118(W) AD(       ) 1
 DS1235  NAD 27      -  33 06 23.60705(N)    106 30 34.64731(W) AD(       ) 1
 DS1235  NGVD 29 (07/19/86) 1215.02   (m)         3986.3    (f) LEVELING    3  
 DS1235
 DS1235.Superseded values are not recommended for survey control.
 DS1235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS1235.See file dsdata.txt to determine how the superseded data were derived.
 DS1235
 DS1235_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS5908864123(NAD 83)
 DS1235_MARKER: DD = SURVEY DISK
 DS1235_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS1235
 DS1235  HISTORY     - Date     Condition        Report By
 DS1235  HISTORY     - 1967     MONUMENTED       DMA
 DS1235  HISTORY     - 1968     GOOD             CGS
 DS1235
 DS1235                          STATION DESCRIPTION
 DS1235
 DS1235'DESCRIBED BY DEFENSE MAP AGENCY 1967 (JWC)
 DS1235'THE STATION IS ABOUT 35-1/2 MILES NORTHWEST OF ALAMOGORDO,
 DS1235'29 MILES WEST OF TULAROSA, 10-1/2 MILES WEST-NORTHWEST OF THE
 DS1235'OTERO-DONA ANA-SIERRA COUNTY LINES AND IS IN THE CENTER OF A LARGE
 DS1235'FENCED IN AREA.
 DS1235'
 DS1235'TO REACH THE STATION FROM THE POST OFFICE IN TULAROSA, GO WEST ON
 DS1235'STATE HIGHWAY 52 FOR 1.25 MILES TO A T-ROAD JUNCTION JUST AFTER
 DS1235'CROSSING A RAILROAD TRACKS.  TURN RIGHT AND GO NORTH ON A GRAVELED
 DS1235'ROAD FOR 0.3 MILE TO WHERE THE MAIN ROAD TURNS TO THE WEST, TURN
 DS1235'LEFT AND GO WEST ON GRAVELED ROAD FOR 6.4 MILES TO A CROSSROADS
 DS1235'AND A GUARD SHACK ON THE LEFT.  CONTINUE AHEAD ON A PAVED ROAD
 DS1235'FOR 21.5 MILES TO A PAVED CROSSROADS AT THE RHODES CANYON RANGE
 DS1235'STATION, TURN LEFT AND GO SOUTH ON THE PAVED ROAD FOR 4.2 MILES TO
 DS1235'A GRAVELED SIDE ROAD LEFT AND BENCH MARK A 241 1962 ON THE RIGHT.
 DS1235'TO REACH THE STATION FROM THIS POINT, TURN LEFT AND GO EAST FOR
 DS1235'ABOUT 100 YARDS TO A FORK, TAKE THE RIGHT FORK AND CONTINUE
 DS1235'EASTERLY FOR 0.5 MILE TO A T-ROAD JUNCTION, TURN LEFT AND GO
 DS1235'NORTH 0.2 MILE TO AN OPENING IN THE FENCE, CONTINUE STRAIGHT
 DS1235'AHEAD FOR ABOUT 100 YARDS TO THE STATION IN THE APPROXIMATE
 DS1235'CENTER OF AN ANTENNA FIELD.
 DS1235'
 DS1235'THE STATION MARK IS A BRONZE DISK OF THE WHITE SANDS PROVING
 DS1235'GROUNDS, STAMPED LAURA CENTER, SET IN THE TOP OF A 12 INCH SQUARE
 DS1235'CONCRETE POST, THAT PROJECTS 5 INCHES ABOVE THE GROUND.
 DS1235'
 DS1235'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED LAURA CENTER WSPG NO 1
 DS1235'1967, SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN
 DS1235'DIAMETER, THAT IS FLUSH WITH THE GROUND.
 DS1235'
 DS1235'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED LAURA CENTER WSPG NO 2
 DS1235'1967, SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN
 DS1235'DIAMETER, THAT IS FLUSH WITH THE GROUND.
 DS1235'
 DS1235'BENCH MARK A 241 IS A STANDARD DISK, STAMPED A 241 1962, SET
 DS1235'IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT
 DS1235'PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS 116 FEET WEST OF THE
 DS1235'CENTERLINE OF THE PAVED ROAD AND 3 FEET SOUTH OF A WOODEN WITNESS
 DS1235'POST.
 DS1235
 DS1235                          STATION RECOVERY (1968)
 DS1235
 DS1235'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JBJ)
 DS1235'THE STATION MARK, REFERENCE MARKS 1, 2 AND BENCH MARK A 241 WERE
 DS1235'RECOVERED.  HOWEVER, THE DATE STAMPED ON BENCH MARK A 241 AS NOTED
 DS1235'IN THE 1967 DESCRIPTION IS IN ERROR.  THE CORRECT DATE IS 1952.
 DS1235'
 DS1235'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--29 MILES WEST OF
 DS1235'TULAROSA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CE0728 ***********************************************************************
 CE0728  DESIGNATION -  LAVA
 CE0728  PID         -  CE0728
 CE0728  STATE/COUNTY-  NM/LUNA
 CE0728  USGS QUAD   -  MALPAIS HILL (1965)
 CE0728
 CE0728                         *CURRENT SURVEY CONTROL
 CE0728  ___________________________________________________________________
 CE0728* NAD 83(1992)-  31 50 45.39757(N)    107 50 32.78338(W)     ADJUSTED  
 CE0728* NAVD 88     -      1374.     (meters)    4508.     (feet)  SCALED    
 CE0728  ___________________________________________________________________
 CE0728  LAPLACE CORR-           1.23  (seconds)                    DEFLEC99
 CE0728  GEOID HEIGHT-         -24.98  (meters)                     GEOID03
 CE0728
 CE0728  HORZ ORDER  -  FIRST
 CE0728
 CE0728.The horizontal coordinates were established by classical geodetic methods
 CE0728.and adjusted by the National Geodetic Survey in December 1993..
 CE0728
 CE0728.The orthometric height was scaled from a topographic map.
 CE0728
 CE0728.The Laplace correction was computed from DEFLEC99 derived deflections.
 CE0728
 CE0728.The geoid height was determined by GEOID03.
 CE0728
 CE0728;                    North         East     Units Scale Factor Converg.
 CE0728;SPC NM W     -    93,787.734   829,138.135   MT  0.99991668   -0 00 17.3
 CE0728;SPC NM W     -   307,701.92  2,720,264.03   sFT  0.99991668   -0 00 17.3
 CE0728;UTM  13      - 3,526,882.140   231,019.159   MT  1.00049240   -1 30 02.4
 CE0728
 CE0728!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CE0728!SPC NM W     -   0.99978827  x   0.99991668  =   0.99970497
 CE0728!UTM  13      -   0.99978827  x   1.00049240  =   1.00028057
 CE0728
 CE0728:                Primary Azimuth Mark                     Grid Az
 CE0728:SPC NM W     -  LAVA AZ MK                               198 25 31.9
 CE0728:UTM  13      -  LAVA AZ MK                               199 55 17.0
 CE0728
 CE0728|---------------------------------------------------------------------|
 CE0728| PID    Reference Object                     Distance      Geod. Az  |
 CE0728|                                                           dddmmss.s |
 CE0728| CC6826 LAVA AZ MK                                         1982514.6 |
 CE0728| CC6827 LAVA RM 1                             5.397 METERS 25855     |
 CE0728| CE0727 OUTCROP CAIRN                       APPROX. 8.8 KM 3484709.7 |
 CE0728| CC6828 LAVA RM 2                             4.242 METERS 35544     |
 CE0728|---------------------------------------------------------------------|
 CE0728
 CE0728                          SUPERSEDED SURVEY CONTROL
 CE0728
 CE0728  NAD 83(1986)-  31 50 45.39708(N)    107 50 32.77918(W) AD(       ) 1
 CE0728  NAD 27      -  31 50 45.04002(N)    107 50 30.67532(W) AD(       ) 1
 CE0728
 CE0728.Superseded values are not recommended for survey control.
 CE0728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CE0728.See file dsdata.txt to determine how the superseded data were derived.
 CE0728
 CE0728_U.S. NATIONAL GRID SPATIAL ADDRESS: 13RBR3101926882(NAD 83)
 CE0728_MARKER: DS = TRIANGULATION STATION DISK
 CE0728_SETTING: 66 = SET IN ROCK OUTCROP
 CE0728
 CE0728  HISTORY     - Date     Condition        Report By
 CE0728  HISTORY     - 1939     MONUMENTED       CGS
 CE0728  HISTORY     - 1965     GOOD             USGS
 CE0728
 CE0728                          STATION DESCRIPTION
 CE0728
 CE0728'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FGJ)
 CE0728'STATION IS LOCATED ON THE NORTHERMOST AND HIGHEST OF A CLUMP
 CE0728'OF LOW LAVA HILLS WHICH LIE ABOUT 8 MILES E OF THE RAILROAD
 CE0728'STATION OF HERMANAS.
 CE0728'
 CE0728'STATION MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL HOLE
 CE0728'IN OUTCROPPING BEDROCK AS DESCRIBED IN NOTE 2.  REFERENCE AND
 CE0728'AZIMUTH MARKS ARE STANDARD BRONZE DISKS IN OUTCROPPING BEDROCK.
 CE0728'
 CE0728'TO REACH FROM DEMING GO W FROM THE DEMING POST OFFICE ON U.S.
 CE0728'HIGHWAY 80 FOR 4.3 MILES.  TURN LEFT, S, AND FOLLOW THE GRADED
 CE0728'ROAD FOR 13.6 MILES TO A RANCH ON RIGHT.  CONTINUE 4.1 MILES
 CE0728'AND TURN LEFT OFF MAIN-TRAVELED ROAD (ABOUT 0.1 MILE S OF BRIDGE
 CE0728'AND 75 YARDS S OF A LONE POST ON LEFT SHOULDER OF ROAD.)
 CE0728'GO 2.8 MILES TO A RANCH.  CONTINUE 6.4 MILES TO ANOTHER RANCH,
 CE0728'(TWO WINDMILLS, CORRAL AND SHACK).  FROM THE RANCH HOUSE GO
 CE0728'CROSS COUNTRY AT MAGNETIC BEARING 107 DEG HEADING FOR THE BLACK
 CE0728'HILL ABOUT 1-1/2 MILES, AIRLINE, DISTANT.  UPON REACHING THE
 CE0728'BASE OF THE HILL BEAR TO THE RIGHT AND APPROACH IT FROM THE
 CE0728'SW.  A TRUCK CAN BE DRIVEN TO WITHIN APPROXIMATELY 100
 CE0728'FEET OF THE SUMMIT AND STATION.
 CE0728'
 CE0728'REFERENCE MARK NO. 1 IS W OF THE STATION AND ABOUT 4 FEET LOWER
 CE0728'IN ELEVATION.  REFERENCE MARK NO. 2 IS N OF THE STATION AND
 CE0728'ABOUT 2 FEET LOWER IN ELEVATION.  THE AZIMUTH MARK IS 0.4 MILE
 CE0728'SSW ON THE FIRST KNOLL, WHICH IS REDDISH IN COLOR.
 CE0728
 CE0728                          STATION RECOVERY (1965)
 CE0728
 CE0728'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 CE0728'TO REACH THE STATION FROM COLUMBUS (JUNCTION OF STATE HWYS.
 CE0728'9 AND 11), GO WEST ALONG STATE HWY. 9 FOR 19.4 MILES TO HERMANAS.
 CE0728'TURN RIGHT (NORTH) FOR 0.15 MILES TO A ROAD FORK.  TAKE RIGHT
 CE0728'HAND FORK AND CONTINUE NE. ALONG GRADED ROAD 3.1 MILES.  TURN
 CE0728'RIGHT (EAST) ON TRACK ROAD FOR 2.9 MILES TO DOGTOWN RANCH.
 CE0728'GO THROUGH A GATE IN THE NORTH-SOUTH FENCE AND CONTINUE SE.
 CE0728'ALONG A TRACK ROAD TO THE EAST SIDE OF HILL.  TURN RIGHT (WEST)
 CE0728'FOR ABOUT 0.4 MILE CROSS-COUNTRY TO A SADDLE ABOUT 300 FEET
 CE0728'SOUTH OF THE STATION.
 CE0728'
 CE0728'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--COLUMBUS,
 CE0728'ABOUT 12 MILES WEST OF
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1703 ***********************************************************************
 CX1703  DESIGNATION -  LAVA
 CX1703  PID         -  CX1703
 CX1703  STATE/COUNTY-  NM/DONA ANA
 CX1703  USGS QUAD   -  LITTLE BLACK MOUNTAIN (1978)
 CX1703
 CX1703                         *CURRENT SURVEY CONTROL
 CX1703  ___________________________________________________________________
 CX1703* NAD 83(1992)-  32 02 14.91801(N)    106 46 18.57891(W)     ADJUSTED  
 CX1703* NAVD 88     -      1271.89   (+/-2cm)    4172.9    (feet)  VERTCON   
 CX1703  ___________________________________________________________________
 CX1703  LAPLACE CORR-           1.09  (seconds)                    DEFLEC99
 CX1703  GEOID HEIGHT-         -24.16  (meters)                     GEOID03
 CX1703
 CX1703  HORZ ORDER  -  FIRST
 CX1703  VERT ORDER  -  THIRD ? (See Below)
 CX1703
 CX1703.The horizontal coordinates were established by classical geodetic methods
 CX1703.and adjusted by the National Geodetic Survey in December 1993..
 CX1703
 CX1703.The NAVD 88 height was computed by applying the VERTCON shift value to
 CX1703.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CX1703.The vertical order pertains to the NGVD 29 superseded value.
 CX1703
 CX1703.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1703
 CX1703.The geoid height was determined by GEOID03.
 CX1703
 CX1703;                    North         East     Units Scale Factor Converg.
 CX1703;SPC NM C     -   115,141.407   450,715.578   MT  0.99992995   -0 16 36.6
 CX1703;SPC NM C     -   377,759.77  1,478,722.69   sFT  0.99992995   -0 16 36.6
 CX1703;UTM  13      - 3,545,962.296   332,697.787   MT  0.99994519   -0 56 24.5
 CX1703
 CX1703!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1703!SPC NM C     -   0.99980412  x   0.99992995  =   0.99973409
 CX1703!UTM  13      -   0.99980412  x   0.99994519  =   0.99974932
 CX1703
 CX1703|---------------------------------------------------------------------|
 CX1703| PID    Reference Object                     Distance      Geod. Az  |
 CX1703|                                                           dddmmss.s |
 CX1703| CC6824 LAVA RM 1                             5.340 METERS 15211     |
 CX1703| CE0702 PHOENIX EL PASO AWY BCN 39          APPROX.23.9 KM 1812144.8 |
 CX1703| CC6825 LAVA RM 2                             6.380 METERS 26210     |
 CX1703| CX1702 LAVA AZ MK                          APPROX. 0.5 KM 3425529.6 |
 CX1703|---------------------------------------------------------------------|
 CX1703
 CX1703                          SUPERSEDED SURVEY CONTROL
 CX1703
 CX1703  NAD 83(1986)-  32 02 14.92207(N)    106 46 18.57890(W) AD(       ) 1
 CX1703  NAD 27      -  32 02 14.56499(N)    106 46 16.58965(W) AD(       ) 1
 CX1703  NGVD 29 (07/19/86) 1271.30   (m)         4170.9    (f) LEVELING    3  
 CX1703
 CX1703.Superseded values are not recommended for survey control.
 CX1703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1703.See file dsdata.txt to determine how the superseded data were derived.
 CX1703
 CX1703_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR3269845962(NAD 83)
 CX1703_MARKER: DS = TRIANGULATION STATION DISK
 CX1703_SETTING: 66 = SET IN ROCK OUTCROP
 CX1703
 CX1703  HISTORY     - Date     Condition        Report By
 CX1703  HISTORY     - 1936     MONUMENTED       CGS
 CX1703  HISTORY     - 1964     GOOD             CGS
 CX1703  HISTORY     - 19861203 GOOD             DMA
 CX1703
 CX1703                          STATION DESCRIPTION
 CX1703
 CX1703'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (WRP)
 CX1703'ABOUT 7.7 MILES BY ROAD AND 5.6 MILES AIR LINE WEST OF CHAMBERINO
 CX1703'POST OFFICE, ON TOP OF A SMALL, LAVA KNOLL ON FLAT, OPEN,
 CX1703'BLOW-SAND-AND-LAVA MESA.  A POINT OF LAVA STONE IS 4 INCHES
 CX1703'HIGHER AND 6 INCHES SOUTH OF THE STATION DISK.  TO REACH FROM
 CX1703'CHAMBERINO POST OFFICE, GO SOUTH 0.3 MILE ON STATE HIGHWAY
 CX1703'28, TURN RIGHT (WEST) AND GO 0.8 MILE TO A POINT WHERE ROAD
 CX1703'TURNS SHARP LEFT (SOUTH) (THERE IS A GROCERY STORE IN THE
 CX1703'SOUTHWEST CORNER OF THE INTERSECTION), CONTINUE STRAIGHT
 CX1703'AHEAD (WEST) PAST BUILDINGS AND FOLLOW THE MAIN-TRAVELED,
 CX1703'HEADY-SAND, TRACK ROAD 2.2 MILES, TAKE RIGHT FORK AND GO
 CX1703'4.1 MILES ON A DIM TRACK ROAD TO STATION LAVA AZIMUTH WHICH
 CX1703'IS 44 STEPS TO THE SOUTH OF THE CENTER LINE OF THE ROAD.
 CX1703'THE STATION IS 0.3 MILE SOUTH-SOUTHWEST OF THE AZIMUTH
 CX1703'MARK.  THE STATION, AZIMUTH AND REFERENCE MARKS ARE STANDARD
 CX1703'DISKS SET IN ROCK.
 CX1703'REFERENCE MARK NO. 1 IS 1 FOOT NORTH OF A POINT WHERE THE
 CX1703'LAVA ROCK BREAKS OFF TO THE SOUTH 5.340 METERS (17.52
 CX1703'FEET) FROM THE STATION S 29 DEG 49 MIN E, AND NO.
 CX1703'2 IS 6.380 METERS (20.93 FEET) FROM THE STATION S 82 DEG 10 MIN W.
 CX1703'THE FOLLOWING DISTANCE AND BEARINGS ARE FROM
 CX1703'STATION--WINDMILL ON A WOODEN TOWER, 1 MILE, S 01 DEG 40 MIN W,
 CX1703'AND EL PASO BEACON, S 44 DEG 58 MIN E.
 CX1703
 CX1703                          STATION RECOVERY (1964)
 CX1703
 CX1703'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (FHB)
 CX1703'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED
 CX1703'IN GOOD CONDITION.  THE AZIMUTH MARK WAS NOT SEARCHED FOR.
 CX1703'A NEW DESCRIPTION TO REACH THE STATION FOLLOWS.
 CX1703'
 CX1703'FROM THE POST OFFICE IN SAN MIGUEL, GO SOUTH ON STATE HIGHWAY
 CX1703'28 2.7 MILES TO A SIDE ROAD AND SIGN EL PASO NATURAL GAS
 CX1703'CO. ON THE RIGHT, TURN RIGHT AND GO WEST 4.6 MILES TO A
 CX1703'TRACK ROAD LEFT, TURN LEFT AND GO SOUTH ON THE TRACK ROAD
 CX1703'0.9 MILE TO A FORK, KEEP RIGHT 0.3 MILE TO A FORK, KEEP LEFT
 CX1703'2.4 MILES TO A FORK AT THE NORTH EDGE OF AN OPEN RANGE LAND,
 CX1703'KEEP LEFT AND CONTINUE SOUTH 0.6 MILE TO THE STATION.
 CX1703'
 CX1703'ASTRO PARTY 646 VISITED THIS STATION.
 CX1703
 CX1703                          STATION RECOVERY (1986)
 CX1703
 CX1703'RECOVERY NOTE BY DEFENSE MAP AGENCY 1986 (CW)
 CX1703'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS1150 ***********************************************************************
 DS1150  DESIGNATION -  LAVA
 DS1150  PID         -  DS1150
 DS1150  STATE/COUNTY-  NM/OTERO
 DS1150  USGS QUAD   -  THREE RIVERS SW (1981)
 DS1150
 DS1150                         *CURRENT SURVEY CONTROL
 DS1150  ___________________________________________________________________
 DS1150* NAD 83(1992)-  33 20 12.82814(N)    106 10 13.82187(W)     ADJUSTED  
 DS1150* NAVD 88     -      1330.     (meters)    4364.     (feet)  SCALED    
 DS1150  ___________________________________________________________________
 DS1150  LAPLACE CORR-           5.72  (seconds)                    DEFLEC99
 DS1150  GEOID HEIGHT-         -22.23  (meters)                     GEOID03
 DS1150
 DS1150  HORZ ORDER  -  THIRD
 DS1150
 DS1150.The horizontal coordinates were established by classical geodetic methods
 DS1150.and adjusted by the National Geodetic Survey in December 1993..
 DS1150
 DS1150.The orthometric height was scaled from a topographic map.
 DS1150
 DS1150.The Laplace correction was computed from DEFLEC99 derived deflections.
 DS1150
 DS1150.The geoid height was determined by GEOID03.
 DS1150
 DS1150;                    North         East     Units Scale Factor Converg.
 DS1150;SPC NM C     -   259,114.985   507,399.862   MT  0.99990067   +0 02 37.3
 DS1150;SPC NM C     -   850,113.08  1,664,694.38   sFT  0.99990067   +0 02 37.3
 DS1150;UTM  13      - 3,689,247.887   391,070.623   MT  0.99974629   -0 38 36.0
 DS1150
 DS1150!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS1150!SPC NM C     -   0.99979478  x   0.99990067  =   0.99969548
 DS1150!UTM  13      -   0.99979478  x   0.99974629  =   0.99954113
 DS1150
 DS1150:                Primary Azimuth Mark                     Grid Az
 DS1150:SPC NM C     -  MILAGRO                                  033 48 01.7
 DS1150:UTM  13      -  MILAGRO                                  034 29 15.0
 DS1150
 DS1150|---------------------------------------------------------------------|
 DS1150| PID    Reference Object                     Distance      Geod. Az  |
 DS1150|                                                           dddmmss.s |
 DS1150| DS1125 MILAGRO                             APPROX.22.2 KM 0335039.0 |
 DS1150|---------------------------------------------------------------------|
 DS1150
 DS1150                          SUPERSEDED SURVEY CONTROL
 DS1150
 DS1150  NAD 83(1986)-  33 20 12.83680(N)    106 10 13.82396(W) AD(       ) 3
 DS1150  NAD 27      -  33 20 12.56987(N)    106 10 11.83518(W) AD(       ) 3
 DS1150
 DS1150.Superseded values are not recommended for survey control.
 DS1150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS1150.See file dsdata.txt to determine how the superseded data were derived.
 DS1150
 DS1150_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCS9107189248(NAD 83)
 DS1150_MARKER: DD = SURVEY DISK
 DS1150_SETTING: 0 = UNSPECIFIED SETTING
 DS1150_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DS1150
 DS1150  HISTORY     - Date     Condition        Report By
 DS1150  HISTORY     - 1909     MONUMENTED       USGS
 DS1150
 DS1150                          STATION DESCRIPTION
 DS1150
 DS1150'DESCRIBED BY US GEOLOGICAL SURVEY 1909
 DS1150'ON HIGHEST PART OF THE MALPAIS OR ANCIENT LAVA FLOW.  STATION IS
 DS1150'NOT MORE THAN 75 YDS. FROM EXTREME E. EDGE OF ROCK.  IT BEARS NW.
 DS1150'AND ABOUT 5 MI. FROM THREE RIVERS, STATION IS ON THE EL PASO AND
 DS1150'SOUTHWESTERN RAILROAD.
 DS1150'
 DS1150'STATION MARK--BRONZE TRIANGULATION TABLET, SET IN SOLID LAVA ROCK.
 DS1150'
 DS1150'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1704 ***********************************************************************
 CX1704  DESIGNATION -  LAVA 2
 CX1704  PID         -  CX1704
 CX1704  STATE/COUNTY-  NM/DONA ANA
 CX1704  USGS QUAD   -  LITTLE BLACK MOUNTAIN (1978)
 CX1704
 CX1704                         *CURRENT SURVEY CONTROL
 CX1704  ___________________________________________________________________
 CX1704* NAD 83(1992)-  32 04 12.15411(N)    106 47 36.76675(W)     ADJUSTED  
 CX1704* NAVD 88     -      1377.     (meters)    4518.     (feet)  SCALED    
 CX1704  ___________________________________________________________________
 CX1704  LAPLACE CORR-           1.03  (seconds)                    DEFLEC99
 CX1704  GEOID HEIGHT-         -24.17  (meters)                     GEOID03
 CX1704
 CX1704  HORZ ORDER  -  THIRD
 CX1704
 CX1704.The horizontal coordinates were established by classical geodetic methods
 CX1704.and adjusted by the National Geodetic Survey in December 1993..
 CX1704
 CX1704.The orthometric height was scaled from a topographic map.
 CX1704
 CX1704.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1704
 CX1704.The geoid height was determined by GEOID03.
 CX1704
 CX1704;                    North         East     Units Scale Factor Converg.
 CX1704;SPC NM C     -   118,762.358   448,682.478   MT  0.99993247   -0 17 19.0
 CX1704;SPC NM C     -   389,639.50  1,472,052.43   sFT  0.99993247   -0 17 19.0
 CX1704;UTM  13      - 3,549,606.618   330,706.724   MT  0.99995346   -0 57 09.1
 CX1704
 CX1704!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1704!SPC NM C     -   0.99978769  x   0.99993247  =   0.99972018
 CX1704!UTM  13      -   0.99978769  x   0.99995346  =   0.99974116
 CX1704
 CX1704:                Primary Azimuth Mark                     Grid Az
 CX1704:SPC NM C     -  FITZ                                     309 14 38.1
 CX1704:UTM  13      -  FITZ                                     309 54 28.2
 CX1704
 CX1704|---------------------------------------------------------------------|
 CX1704| PID    Reference Object                     Distance      Geod. Az  |
 CX1704|                                                           dddmmss.s |
 CX1704| CX1705 FITZ                                APPROX. 7.4 KM 3085719.1 |
 CX1704|---------------------------------------------------------------------|
 CX1704
 CX1704                          SUPERSEDED SURVEY CONTROL
 CX1704
 CX1704  NAD 83(1986)-  32 04 12.15908(N)    106 47 36.76548(W) AD(       ) 3
 CX1704  NAD 27      -  32 04 11.80824(N)    106 47 34.75421(W) AD(       ) 3
 CX1704
 CX1704.Superseded values are not recommended for survey control.
 CX1704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1704.See file dsdata.txt to determine how the superseded data were derived.
 CX1704
 CX1704_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR3070749607(NAD 83)
 CX1704_MARKER: DD = SURVEY DISK
 CX1704_SETTING: 0 = UNSPECIFIED SETTING
 CX1704_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX1704
 CX1704  HISTORY     - Date     Condition        Report By
 CX1704  HISTORY     - 1940     MONUMENTED       USGS
 CX1704
 CX1704                          STATION DESCRIPTION
 CX1704
 CX1704'DESCRIBED BY US GEOLOGICAL SURVEY 1940
 CX1704'STATION IS LOCATED ON HIGHEST POINT OF A BLACK CINDER HILL, LOCALITY
 CX1704'KNOWN AS BLACK MOUNTAIN, IN SW. 1/4 OF SE. 1/4 OF SEC. 1, T 26 S,
 CX1704'R 1 E.
 CX1704'
 CX1704'STATION MARK--STANDARD BRONZE TABLET CEMENTED IN A ROCK AND BURIED
 CX1704'6 IN. UNDER GROUND, UNDER CENTER OF CAIRN, STAMPED ---LAVA NO. 2 R
 CX1704'1940---.
 CX1704'
 CX1704'REFERENCE MARK NO. 1--STANDARD REFERENCE TABLET CEMENTED IN ROCK IN
 CX1704'PLACE, AND STAMPED ---NO. 1---.  DISTANT FROM STATION MARK 36.0 FT.,
 CX1704'S 85 DEG 40 MIN E.
 CX1704'
 CX1704'REFERENCE MARK NO. 2--STANDARD REFERENCE TABLET CEMENTED IN ROCK IN
 CX1704'PLACE, AND STAMPED ---NO. 2---.  DISTANT FROM STATION MARK 28.7 FT.,
 CX1704'S 01 DEG 33 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1702 ***********************************************************************
 CX1702  DESIGNATION -  LAVA AZ MK
 CX1702  PID         -  CX1702
 CX1702  STATE/COUNTY-  NM/DONA ANA
 CX1702  USGS QUAD   -  LITTLE BLACK MOUNTAIN (1978)
 CX1702
 CX1702                         *CURRENT SURVEY CONTROL
 CX1702  ___________________________________________________________________
 CX1702* NAD 83(1992)-  32 02 31.71606(N)    106 46 24.63667(W)     ADJUSTED  
 CX1702* NAVD 88     -      1272.     (meters)    4173.     (feet)  SCALED    
 CX1702  ___________________________________________________________________
 CX1702  LAPLACE CORR-           1.08  (seconds)                    DEFLEC99
 CX1702  GEOID HEIGHT-         -24.16  (meters)                     GEOID03
 CX1702
 CX1702  HORZ ORDER  -  SECOND
 CX1702
 CX1702.The horizontal coordinates were established by classical geodetic methods
 CX1702.and adjusted by the National Geodetic Survey in December 1993..
 CX1702
 CX1702.The orthometric height was scaled from a topographic map.
 CX1702
 CX1702.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1702
 CX1702.The geoid height was determined by GEOID03.
 CX1702
 CX1702;                    North         East     Units Scale Factor Converg.
 CX1702;SPC NM C     -   115,659.549   450,559.159   MT  0.99993014   -0 16 39.9
 CX1702;SPC NM C     -   379,459.70  1,478,209.51   sFT  0.99993014   -0 16 39.9
 CX1702;UTM  13      - 3,546,482.222   332,547.374   MT  0.99994581   -0 56 28.1
 CX1702
 CX1702!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1702!SPC NM C     -   0.99980417  x   0.99993014  =   0.99973432
 CX1702!UTM  13      -   0.99980417  x   0.99994581  =   0.99974999
 CX1702
 CX1702                          SUPERSEDED SURVEY CONTROL
 CX1702
 CX1702  NAD 83(1986)-  32 02 31.72166(N)    106 46 24.63722(W) AD(       ) 2
 CX1702  NAD 27      -  32 02 31.37058(N)    106 46 22.64978(W) AD(       ) 2
 CX1702
 CX1702.Superseded values are not recommended for survey control.
 CX1702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1702.See file dsdata.txt to determine how the superseded data were derived.
 CX1702
 CX1702_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR3254746482(NAD 83)
 CX1702_MARKER: DZ = AZIMUTH MARK DISK
 CX1702_SETTING: 66 = SET IN ROCK OUTCROP
 CX1702_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 CX1702_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CX1702+STABILITY: POSITION/ELEVATION WELL
 CX1702
 CX1702  HISTORY     - Date     Condition        Report By
 CX1702  HISTORY     - 1936     MONUMENTED       CGS
 CX1702
 CX1702                          STATION DESCRIPTION
 CX1702
 CX1702'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (WRP)
 CX1702'ABOUT 7.7 MILES BY ROAD WEST OF CHAMBERINO POST OFFICE, ON
 CX1702'A SMALL LAVA KNOLL ON A FLAT, OPEN, BLOW-SAND-AND-LAVA MESA.
 CX1702'THE STATION IS MARKED BY A STANDARD DISK SET IN ROCK.
 CX1702'STATION LAVA IS 0.3 MILE SOUTH-SOUTHWEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0524 ***********************************************************************
 EP0524  DESIGNATION -  LAWRANCE
 EP0524  PID         -  EP0524
 EP0524  STATE/COUNTY-  NM/QUAY
 EP0524  USGS QUAD   -  IMA SE (1968)
 EP0524
 EP0524                         *CURRENT SURVEY CONTROL
 EP0524  ___________________________________________________________________
 EP0524* NAD 83(1992)-  34 47 41.02711(N)    104 04 05.10143(W)     ADJUSTED  
 EP0524* NAVD 88     -      1573.9    (meters)    5164.     (feet)  VERTCON   
 EP0524  ___________________________________________________________________
 EP0524  LAPLACE CORR-          -1.03  (seconds)                    DEFLEC99
 EP0524  GEOID HEIGHT-         -23.28  (meters)                     GEOID03
 EP0524
 EP0524  HORZ ORDER  -  SECOND
 EP0524
 EP0524.The horizontal coordinates were established by classical geodetic methods
 EP0524.and adjusted by the National Geodetic Survey in December 1993..
 EP0524
 EP0524.The NAVD 88 height was computed by applying the VERTCON shift value to
 EP0524.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EP0524
 EP0524.The Laplace correction was computed from DEFLEC99 derived deflections.
 EP0524
 EP0524.The geoid height was determined by GEOID03.
 EP0524
 EP0524;                    North         East     Units Scale Factor Converg.
 EP0524;SPC NM E     -   420,839.967   189,272.289   MT  0.99991635   +0 09 04.9
 EP0524;SPC NM E     - 1,380,705.79    620,970.83   sFT  0.99991635   +0 09 04.9
 EP0524;UTM  13      - 3,850,675.411   585,252.044   MT  0.99968958   +0 31 54.5
 EP0524
 EP0524!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EP0524!SPC NM E     -   0.99975665  x   0.99991635  =   0.99967302
 EP0524!UTM  13      -   0.99975665  x   0.99968958  =   0.99944631
 EP0524
 EP0524:                Primary Azimuth Mark                     Grid Az
 EP0524:SPC NM E     -  IMA                                      007 03 28.1
 EP0524:UTM  13      -  IMA                                      006 40 38.5
 EP0524
 EP0524|---------------------------------------------------------------------|
 EP0524| PID    Reference Object                     Distance      Geod. Az  |
 EP0524|                                                           dddmmss.s |
 EP0524| EP0523 IMA                                 APPROX.11.9 KM 0071233.0 |
 EP0524| CJ7693 LAWRANCE RM 1                        15.411 METERS 18512     |
 EP0524| CJ7694 LAWRANCE RM 2                        15.213 METERS 28152     |
 EP0524|---------------------------------------------------------------------|
 EP0524
 EP0524                          SUPERSEDED SURVEY CONTROL
 EP0524
 EP0524  NAD 83(1986)-  34 47 41.03400(N)    104 04 05.09450(W) AD(       ) 2
 EP0524  NAD 27      -  34 47 40.81161(N)    104 04 03.19732(W) AD(       ) 2
 EP0524  NGVD 29 (07/19/86) 1573.2    (m)         5161.     (f) VERT ANG       
 EP0524
 EP0524.Superseded values are not recommended for survey control.
 EP0524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EP0524.See file dsdata.txt to determine how the superseded data were derived.
 EP0524
 EP0524_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEU8525250675(NAD 83)
 EP0524_MARKER: DD = SURVEY DISK
 EP0524_SETTING: 0 = UNSPECIFIED SETTING
 EP0524
 EP0524  HISTORY     - Date     Condition        Report By
 EP0524  HISTORY     - 1970     MONUMENTED       NGS
 EP0524
 EP0524                          STATION DESCRIPTION
 EP0524
 EP0524'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (HH)
 EP0524'STATION IS LOCATED SOUTH 83 DEG WEST ABOUT 19 MILES AIRLINE
 EP0524'FROM RAGLAND, NEW MEXICO.  NORTH 43 DEG WEST ABOUT 14 MILES
 EP0524'AIRLINE FROM HOUSE, NEW MEXICO, 36 FEET SOUTH OF CENTER OF ROAD, 6
 EP0524'FEET EAST OF NORTH-SOUTH FENCE, 5 FEET SOUTH OF USGS WITNESS SIGN
 EP0524'MOUNTED ON A METAL POST.
 EP0524'
 EP0524'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 18 AND 86 IN
 EP0524'RAGLAND, NEW MEXICO, GO SOUTH ON STATE HIGHWAY 86 FOR 3.8 MILES TO
 EP0524'STATE HIGHWAY JUNCTION 86 AND 156, TURN RIGHT (WEST) ON STATE
 EP0524'HIGHWAY 156 AND GO 15.7 MILES.  CONTINUE STRAIGHT AHEAD (WEST) ON
 EP0524'SIDE ROAD AT THE CURVE FOR 0.5 MILE TO STATION SITE.
 EP0524'
 EP0524'STATION MARK IS A USGS BRONZE TABLET SOLDERED TO A COPPER COATED
 EP0524'STEEL ROD DRIVEN TO REFUSAL (4.4 FEET), CENTERED IN AN ORANGEBURG
 EP0524'TILE, 6 INCHES IN DIAMETER, 12 INCHES LONG, FILLED WITH GRAVEL.
 EP0524'THE TABLET IS FLUSH WITH THE GROUND AND STAMPED LAWRANCE ET 1970.
 EP0524'
 EP0524'REFERENCE MARK NO. 1 IS A USGS BRONZE REFERENCE MARK TABLET SOLDERED
 EP0524'TO A COPPER COATED STEEL ROD DRIVEN TO REFUSAL (3.7 FEET), CENTERED
 EP0524'IN AN ORANGEBURG TILE, 6 INCHES IN DIAMETER, 12 INCHES LONG, FILLED
 EP0524'WITH GRAVEL.  THE TABLET IS FLUSH WITH THE GROUND AND STAMPED
 EP0524'LAWRANCE ET NO. 1 1970.
 EP0524'
 EP0524'REFERENCE MARK NO. 2 IS A USGS BRONZE REFERENCE MARK TABLET SOLDERED
 EP0524'TO A COPPER COATED STEEL ROD DRIVEN TO A REFUSAL (3.2 FEET),
 EP0524'CENTERED IN AN ORANGEBURG TILE, 6 INCHES IN DIAMETER, 12 INCHES
 EP0524'LONG, FILLED WITH GRAVEL.  THE TABLET IS FLUSH WITH THE GROUND AND
 EP0524'STAMPED LAWRANCE ET NO. 2 1970.
 EP0524'
 EP0524'STATION IMA ET 1970 IS VISIBLE FROM THE GROUND AT THIS STATION AND
 EP0524'WILL SERVE AS THE AZIMUTH MARK.
 EP0524'
 EP0524'ALL OBSERVATIONS WERE MADE FROM A STANDARD TRIPOD.
 EP0524'
 EP0524'LIGHT AT STATION FLAT ET 1970 WAS ELEVATED TO A HEIGHT OF 10 FEET,
 EP0524'AND THE LIGHT AT STATION CARTER ET 1970 WAS ELEVATED TO A HEIGHT OF
 EP0524'8 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0856 ***********************************************************************
 GM0856  DESIGNATION -  LE BUS
 GM0856  PID         -  GM0856
 GM0856  STATE/COUNTY-  NM/COLFAX
 GM0856  USGS QUAD   -  PALO FLECHADO PASS (1995)
 GM0856
 GM0856                         *CURRENT SURVEY CONTROL
 GM0856  ___________________________________________________________________
 GM0856* NAD 83(1992)-  36 25 32.31029(N)    105 15 46.83045(W)     ADJUSTED  
 GM0856* NAVD 88     -      2690.0    (meters)    8825.     (feet)  VERTCON   
 GM0856  ___________________________________________________________________
 GM0856  LAPLACE CORR-           2.04  (seconds)                    DEFLEC99
 GM0856  GEOID HEIGHT-         -16.80  (meters)                     GEOID03
 GM0856
 GM0856  HORZ ORDER  -  THIRD
 GM0856
 GM0856.The horizontal coordinates were established by classical geodetic methods
 GM0856.and adjusted by the National Geodetic Survey in December 1993..
 GM0856
 GM0856.The NAVD 88 height was computed by applying the VERTCON shift value to
 GM0856.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GM0856
 GM0856.The Laplace correction was computed from DEFLEC99 derived deflections.
 GM0856
 GM0856.The geoid height was determined by GEOID03.
 GM0856
 GM0856;                    North         East     Units Scale Factor Converg.
 GM0856;SPC NM E     -   602,145.711    81,636.304   MT  0.99999469   -0 33 07.4
 GM0856;SPC NM E     - 1,975,539.72    267,835.11   sFT  0.99999469   -0 33 07.4
 GM0856;UTM  13      - 4,031,192.157   476,423.682   MT  0.99960685   -0 09 22.2
 GM0856
 GM0856!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GM0856!SPC NM E     -   0.99958064  x   0.99999469  =   0.99957534
 GM0856!UTM  13      -   0.99958064  x   0.99960685  =   0.99918766
 GM0856
 GM0856                          SUPERSEDED SURVEY CONTROL
 GM0856
 GM0856  NAD 83(1986)-  36 25 32.31834(N)    105 15 46.83492(W) AD(       ) 3
 GM0856  NGVD 29 (10/23/90) 2688.7    (m)         8821.     (f) VERT ANG       
 GM0856
 GM0856.Superseded values are not recommended for survey control.
 GM0856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0856.See file dsdata.txt to determine how the superseded data were derived.
 GM0856
 GM0856_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDA7642431192(NAD 83)
 GM0856_MARKER: DS = TRIANGULATION STATION DISK
 GM0856_SETTING: 66 = SET IN ROCK OUTCROP
 GM0856_SP_SET: SET IN ROCK OUTCROP
 GM0856_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 GM0856+STABILITY: POSITION/ELEVATION WELL
 GM0856_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GM0856+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2001
 GM0856
 GM0856  HISTORY     - Date     Condition        Report By
 GM0856  HISTORY     - 1965     MONUMENTED       USGS
 GM0856  HISTORY     - 20010501 GOOD             INDIV
 GM0856
 GM0856                          STATION DESCRIPTION
 GM0856
 GM0856'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 GM0856'LOCATED IN COLFAX COUNTY, NEW MEXICO, APPROXIMATELY 8.2 MI. S. OF
 GM0856'EAGLE NEST ON THE HIGHEST POINT OF N-S. RIDGE AT FOOTHILLS OF
 GM0856'MOUNTAINOUS COUNTRY TO THE E.  RIDGE IS GRASSY WITH THE EXCEPTION
 GM0856'OF SCATTERED TIMBER ON ITS E. SLOPE.
 GM0856'
 GM0856'TO REACH FROM EAGLE NEST POST OFFICE, GO S. ALONG U.S. HIGHWAY 64,
 GM0856'9.1 MI. TO JUNCTION WITH STATE HIGHWAY 38, THENCE S. ALONG STATE
 GM0856'HIGHWAY 38, 1.3 MI. TO PRIVATE T-RD. E., FOLLOW E. AND N. ALONG
 GM0856'PRIVATE RD. 2.1 MI. TO GATE W. OF HOUSE, THENCE GO N. 0.9 ALONG
 GM0856'BASE OF RIDGE TO END OF TRUCK TRAVEL.  PACK WESTERLY UP RIDGE TO
 GM0856'STATION, A 5-MINUTE PACK.  A 4-WHEEL DRIVE VEHICLE CAN BE DRIVEN
 GM0856'TO STATION UP W. SLOPE AT RIDGE.
 GM0856'
 GM0856'STATION MARK--STANDARD USGS ALUMINUM TABLET CEMENTED IN ROCK OUTCROP
 GM0856'FLUSH WITH GROUND, STAMPED---LE BUS ET 1965---.
 GM0856
 GM0856                          STATION RECOVERY (2001)
 GM0856
 GM0856'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (LJL)
 GM0856'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0779 ***********************************************************************
 DQ0779  DESIGNATION -  LEA
 DQ0779  PID         -  DQ0779
 DQ0779  STATE/COUNTY-  NM/LEA
 DQ0779  USGS QUAD   -  HILLBURN CITY SW (1984)
 DQ0779
 DQ0779                         *CURRENT SURVEY CONTROL
 DQ0779  ___________________________________________________________________
 DQ0779* NAD 83(1992)-  33 00 15.29823(N)    103 23 54.04717(W)     ADJUSTED  
 DQ0779* NAVD 88     -      1220.6    (meters)    4005.     (feet)  VERTCON   
 DQ0779  ___________________________________________________________________
 DQ0779  LAPLACE CORR-           0.93  (seconds)                    DEFLEC99
 DQ0779  GEOID HEIGHT-         -21.82  (meters)                     GEOID03
 DQ0779
 DQ0779  HORZ ORDER  -  SECOND
 DQ0779
 DQ0779.The horizontal coordinates were established by classical geodetic methods
 DQ0779.and adjusted by the National Geodetic Survey in December 1993..
 DQ0779
 DQ0779.The NAVD 88 height was computed by applying the VERTCON shift value to
 DQ0779.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DQ0779
 DQ0779.The Laplace correction was computed from DEFLEC99 derived deflections.
 DQ0779
 DQ0779.The geoid height was determined by GEOID03.
 DQ0779
 DQ0779;                    North         East     Units Scale Factor Converg.
 DQ0779;SPC NM E     -   222,613.118   252,366.989   MT  1.00000317   +0 30 33.6
 DQ0779;SPC NM E     -   730,356.54    827,974.03   sFT  1.00000317   +0 30 33.6
 DQ0779;UTM  13      - 3,652,897.335   649,620.617   MT  0.99987603   +0 52 21.3
 DQ0779
 DQ0779!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ0779!SPC NM E     -   0.99981183  x   1.00000317  =   0.99981500
 DQ0779!UTM  13      -   0.99981183  x   0.99987603  =   0.99968789
 DQ0779
 DQ0779:                Primary Azimuth Mark                     Grid Az
 DQ0779:SPC NM E     -  LEA AZ MK                                021 55 41.0
 DQ0779:UTM  13      -  LEA AZ MK                                021 33 53.3
 DQ0779
 DQ0779|---------------------------------------------------------------------|
 DQ0779| PID    Reference Object                     Distance      Geod. Az  |
 DQ0779|                                                           dddmmss.s |
 DQ0779| CJ7695 LEA AZ MK                                          0222614.6 |
 DQ0779| CJ7696 LEA RM 1                             42.032 METERS 17648     |
 DQ0779| CJ7697 LEA RM 2                             41.700 METERS 27750     |
 DQ0779|---------------------------------------------------------------------|
 DQ0779
 DQ0779                          SUPERSEDED SURVEY CONTROL
 DQ0779
 DQ0779  NAD 83(1986)-  33 00 15.31027(N)    103 23 54.04260(W) AD(       ) 2
 DQ0779  NAD 27      -  33 00 14.86100(N)    103 23 52.24200(W) AD(       ) 2
 DQ0779  NGVD 29 (07/19/86) 1220.1    (m)         4003.     (f) VERT ANG       
 DQ0779
 DQ0779.Superseded values are not recommended for survey control.
 DQ0779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0779.See file dsdata.txt to determine how the superseded data were derived.
 DQ0779
 DQ0779_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFS4962152897(NAD 83)
 DQ0779_MARKER: DS = TRIANGULATION STATION DISK
 DQ0779_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 DQ0779
 DQ0779  HISTORY     - Date     Condition        Report By
 DQ0779  HISTORY     - 1935     MONUMENTED       CGS
 DQ0779  HISTORY     - 1945     GOOD             CGS
 DQ0779
 DQ0779                          STATION DESCRIPTION
 DQ0779
 DQ0779'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 DQ0779'ABOUT 4 MILES NORTH-NORTHWEST OF LOVINGTON, 0.2 MILE
 DQ0779'NORTHWEST OF A LONE WINDMILL, 0.5 MILE SOUTH OF A SECTION-LINE
 DQ0779'ROAD, AND IN SEC. 22, T. 15 S., R. 35 E.  TO REACH FROM
 DQ0779'LOVINGTON, GO NORTH FROM THE COURTHOUSE 1.0 MILE ON U.S.
 DQ0779'HIGHWAY 62.  WHERE HIGHWAY TURNS EAST, KEEP STRAIGHT AHEAD
 DQ0779'ON A GRADED ROAD FOR 0.3 MILE TO A T-INTERSECTION.  GO WEST
 DQ0779'ON A GRADED ROAD 0.2 MILE (THIS IS A JOG IN THE TOWNSHIP
 DQ0779'LINE), THEN NORTH 3.0 MILES.  LEAVE THE GRADED ROAD, TURN
 DQ0779'LEFT, AND GO WEST ON A SECTION-LINE ROAD 2.5 MILES.  TURN
 DQ0779'LEFT THROUGH A WIRE GATE AND GO SOUTH-SOUTHWEST 0.5 MILE
 DQ0779'ACROSS PASTURE LAND TO STATION SITE.  THE SURFACE,
 DQ0779'UNDERGROUND, REFERENCE AND AZIMUTH MARKS AND STANDARD DISKS SET
 DQ0779'IN CONCRETE.  REFERENCE
 DQ0779'MARK NO. 1 IS 137.90 FEET FROM STATION S 03 DEG 12 MIN E,
 DQ0779'AND NO. 2 IS 136.81 FEET FROM STATION N 82 DEG 10 MIN W.
 DQ0779'THE AZIMUTH MARK IS 2 FEET SOUTH OF THE SOUTH
 DQ0779'RIGHT-OF-WAY FENCE OF A SECTION-LINE ROAD, 46 FEET WEST OF
 DQ0779'THE WEST GATE POST OF A WIRE GATE, AND 0.5 MILE FROM STATION
 DQ0779'N 22 DEG 26 MIN E.
 DQ0779
 DQ0779                          STATION RECOVERY (1945)
 DQ0779
 DQ0779'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (HJB)
 DQ0779'DESCRIPTION INADEQUATE FOR PRESENT DAY RECOVERY.  CORRECTED
 DQ0779'DESCRIPTION FOLLOW--
 DQ0779'
 DQ0779'TO REACH FROM LOVINGTON, GO N FROM THE COURTHOUSE 1.0 MILE ON
 DQ0779'U.S. HIGHWAY 62, WHERE HIGHWAY TURNS E, KEEP STRAIGHT AHEAD
 DQ0779'ON A GRADED ROAD FOR 0.3 MILE TO A T-INTERSECTION, GO W ON A
 DQ0779'GRADED ROAD FOR 0.2 MILE (THIS IS A JOG IN THE TOWNSHIP LINE),
 DQ0779'THEN N 3.0 MILES, LEAVE THE GRADED ROAD, TURN LEFT, AND GO W ON A
 DQ0779'SECTION ROAD 1.0 MILE.  TURN LEFT, S, THROUGH WOOD GATE AND
 DQ0779'FOLLOW TRACK ROAD WSW FOR ABOUT 1.4 MILES TO WINDMILL AND BARN.
 DQ0779'GO THROUGH CORRAL AND CONTINUE N ON W SIDE OF FENCE FOR
 DQ0779'0.2 MILE TO STATION.
 DQ0779'
 DQ0779'STATION MARK IS LOCATED ABOUT 110 FEET W OF N-S FENCE LINE.
 DQ0779'
 DQ0779'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION AND
 DQ0779'DISTANCE TO REFERENCE MARKS WERE NOT CHECKED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0639 ***********************************************************************
 EP0639  DESIGNATION -  LEDGE
 EP0639  PID         -  EP0639
 EP0639  STATE/COUNTY-  NM/TORRANCE
 EP0639  USGS QUAD   -  LOBO HILL SE (1990)
 EP0639
 EP0639                         *CURRENT SURVEY CONTROL
 EP0639  ___________________________________________________________________
 EP0639* NAD 83(1992)-  34 46 05.59067(N)    105 52 18.21606(W)     ADJUSTED  
 EP0639* NAVD 88     -      1895.3    (meters)    6218.     (feet)  VERTCON   
 EP0639  ___________________________________________________________________
 EP0639  LAPLACE CORR-           1.29  (seconds)                    DEFLEC99
 EP0639  GEOID HEIGHT-         -19.80  (meters)                     GEOID03
 EP0639
 EP0639  HORZ ORDER  -  SECOND
 EP0639  VERT ORDER  -  THIRD ? (See Below)
 EP0639
 EP0639.The horizontal coordinates were established by classical geodetic methods
 EP0639.and adjusted by the National Geodetic Survey in December 1993..
 EP0639
 EP0639.The NAVD 88 height was computed by applying the VERTCON shift value to
 EP0639.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EP0639.The vertical order pertains to the NGVD 29 superseded value.
 EP0639
 EP0639.The Laplace correction was computed from DEFLEC99 derived deflections.
 EP0639
 EP0639.The geoid height was determined by GEOID03.
 EP0639
 EP0639;                    North         East     Units Scale Factor Converg.
 EP0639;SPC NM C     -   417,928.613   534,625.595   MT  0.99991477   +0 12 56.6
 EP0639;SPC NM C     - 1,371,154.12  1,754,017.47   sFT  0.99991477   +0 12 56.6
 EP0639;UTM  13      - 3,847,686.065   420,228.759   MT  0.99967843   -0 29 49.7
 EP0639
 EP0639!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EP0639!SPC NM C     -   0.99970568  x   0.99991477  =   0.99962048
 EP0639!UTM  13      -   0.99970568  x   0.99967843  =   0.99938421
 EP0639
 EP0639|---------------------------------------------------------------------|
 EP0639| PID    Reference Object                     Distance      Geod. Az  |
 EP0639|                                                           dddmmss.s |
 EP0639| CJ7698 LEDGE RM 1                           15.178 METERS 07411     |
 EP0639| EP0636 DUNMOOR                             APPROX.20.2 KM 1253430.0 |
 EP0639| CJ7699 LEDGE RM 2                           14.340 METERS 16338     |
 EP0639|---------------------------------------------------------------------|
 EP0639
 EP0639                          SUPERSEDED SURVEY CONTROL
 EP0639
 EP0639  NAD 83(1986)-  34 46 05.59891(N)    105 52 18.21672(W) AD(       ) 2
 EP0639  NAD 27      -  34 46 05.37581(N)    105 52 16.16845(W) AD(       ) 2
 EP0639  NGVD 29 (07/19/86) 1894.5    (m)         6216.     (f) LEVELING    3  
 EP0639
 EP0639.Superseded values are not recommended for survey control.
 EP0639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EP0639.See file dsdata.txt to determine how the superseded data were derived.
 EP0639
 EP0639_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDU2022947686(NAD 83)
 EP0639_MARKER: DD = SURVEY DISK
 EP0639_SETTING: 0 = UNSPECIFIED SETTING
 EP0639
 EP0639  HISTORY     - Date     Condition        Report By
 EP0639  HISTORY     - 1934     MONUMENTED       USGS
 EP0639  HISTORY     - 1972     GOOD             USGS
 EP0639
 EP0639                          STATION DESCRIPTION
 EP0639
 EP0639'DESCRIBED BY US GEOLOGICAL SURVEY 1934
 EP0639'STATION IS LOCATED N. 86 DEGREES, E. ABOUT 10 MI. FROM ESTANCIA, NEW
 EP0639'MEXICO, ON HIGHEST HILL IN VICINITY, AND NEAR NE. CORNER SEC. 10,
 EP0639'T 6 N, R 10 E, ON LAND OWNED BY MR. M. C. BERKSHIRE.
 EP0639'
 EP0639'TO REACH STATION FROM THE POST OFFICE IN ESTANCIA, NEW MEXICO, GO N.
 EP0639'0.7 MI. ON STATE HIGHWAY 41 TO N. EDGE OF TOWN AND E-W. SECTION LINE
 EP0639'RD., TURN RIGHT (E.) ON GRADED DIRT RD. AND GO 9.0 MI. TO N-S. FENCE
 EP0639'AND GATE, PASS THROUGH GATE AND CONTINUE E. ON RANCH RD. 1.3 MI. TO
 EP0639'TOP OF HILL AND STATION ON RIGHT, APPROXIMATELY 150 FT. S. OF RD.
 EP0639'
 EP0639'STATION MARK--STANDARD USGS BRONZE TABLET, 6 FT. S. OF USGS WITNESS
 EP0639'SIGN ON STEEL POST, STAMPED ---LEDGE 1934 6215 ET 1972---, AND SET IN
 EP0639'THE TOP OF A CONCRETE POST, PROJECTING 0.5 FT.
 EP0639'
 EP0639'REFERENCE MARK NO. 1--STANDARD USGS BRASS TABLET, SOLDERED TO COPPER
 EP0639'COATED STEEL ROD, DRIVEN TO REFUSAL AT THE DEPTH OF 10 FT., CENTERED
 EP0639'IN GRAVEL FILLED PLASTIC TILE, 6 IN. IN DIAMETER AND 12 IN. LONG, SET
 EP0639'FLUSH WITH THE GROUND, AND STAMPED ---LEDGE 1934 ET 1972 NO. 1---.
 EP0639'
 EP0639'REFERENCE MARK NO. 2--STANDARD USGS BRASS TABLET, SOLDERED TO COPPER
 EP0639'COATED STEEL ROD, DRIVEN TO REFUSAL AT THE DEPTH OF 5 FT., CENTERED
 EP0639'IN GRAVEL FILLED PLASTIC TILE, 6 IN. IN DIAMETER AND 12 IN. LONG, SET
 EP0639'FLUSH WITH THE GROUND, AND STAMPED ---LEDGE 1934 ET 1972 NO. 2---.
 EP0639
 EP0639                          STATION RECOVERY (1972)
 EP0639
 EP0639'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 EP0639'THE STATION IS LOCATED NORTH 86 DEGREES EAST, ABOUT 10 MILES FROM
 EP0639'ESTANCIA, NEW MEXICO, ON HIGHEST HILL IN VICINITY NEAR NORTHEAST
 EP0639'CORNER SECTION 10, TOWNSHIP 6 NORTH, RANGE 10 EAST, ON LAND
 EP0639'OWNED BY MR. M. C. BERKSHIRE.
 EP0639'
 EP0639'TO REACH FROM THE POST OFFICE IN ESTANCIA, NEW MEXICO, GO NORTH
 EP0639'0.7 MILES ON STATE HIGHWAY 41, TO NORTH EDGE OF TOWN AND EAST-WEST
 EP0639'SECTION LINE ROAD.  TURN RIGHT (EAST) ON GRADED DIRT ROAD AND GO
 EP0639'9.0 MILES TO NORTH-SOUTH FENCE AND GATE.  PASS THROUGH GATE AND
 EP0639'CONTINUE EAST ON RANCH ROAD 1.3 MILES TO TOP OF HILL AND STATION
 EP0639'ON RIGHT.  APPROXIMATELY 150 FEET SOUTH OF ROAD.
 EP0639'
 EP0639'THE STATION MARK IS A USGS BRONZE TABLET SET IN THE TOP OF A
 EP0639'CONCRETE POST PROJECTING 0.5 FOOT.
 EP0639'
 EP0639'THE REFERENCE MARKS ARE USGS BRASS TABLETS SOLDERED TO COPPER
 EP0639'COATED STEEL ROD DRIVEN TO REFUSAL AT THE DEPTHS INDICATED,
 EP0639'CENTERED IN GRAVEL FILLED PLASTIC TILE, 6 INCHES IN DIAMETER AND
 EP0639'12 INCHES LONG, SET FLUSH WITH THE GROUND.
 EP0639'
 EP0639'STATION MARK--6 FEET SOUTH OF USGS WITNESS SIGN ON STEEL POST,
 EP0639'TABLET STAMPED LEDGE 1934 6215 ET 1972.
 EP0639'
 EP0639'REFERENCE MARK NO. 1--ROD DRIVEN TO 10 FEET, TABLET STAMPED
 EP0639'LEDGE 1934 ET 1972 NO. 1.
 EP0639'
 EP0639'REFERENCE MARK NO. 2--ROD DRIVEN TO 5 FEET, TABLET STAMPED
 EP0639'LEDGE 1934 ET 1972 NO. 2.
 EP0639'
 EP0639'STATION DUNMOOR ET 1972 IS VISIBLE FROM THE GROUND TO SERVE AS
 EP0639'AZIMUTH MARK.
 EP0639'
 EP0639'ALL OBSERVATIONS MADE FROM A STANDARD TRIPOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1702 ***********************************************************************
 FO1702  DESIGNATION -  LEDGE
 FO1702  PID         -  FO1702
 FO1702  STATE/COUNTY-  NM/CIBOLA
 FO1702  USGS QUAD   -  GRANTS SE (1971)
 FO1702
 FO1702                         *CURRENT SURVEY CONTROL
 FO1702  ___________________________________________________________________
 FO1702* NAD 83(1992)-  35 00 32.12578(N)    107 48 38.71771(W)     ADJUSTED  
 FO1702* NAVD 88     -      2100.7    (meters)    6892.     (feet)  VERTCON   
 FO1702  ___________________________________________________________________
 FO1702  LAPLACE CORR-          -0.68  (seconds)                    DEFLEC99
 FO1702  GEOID HEIGHT-         -20.65  (meters)                     GEOID03
 FO1702
 FO1702  HORZ ORDER  -  THIRD
 FO1702
 FO1702.The horizontal coordinates were established by classical geodetic methods
 FO1702.and adjusted by the National Geodetic Survey in December 1993..
 FO1702
 FO1702.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1702.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1702
 FO1702.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1702
 FO1702.The geoid height was determined by GEOID03.
 FO1702
 FO1702;                    North         East     Units Scale Factor Converg.
 FO1702;SPC NM W     -   444,571.776   832,060.747   MT  0.99991672   +0 00 46.6
 FO1702;SPC NM W     - 1,458,565.90  2,729,852.63   sFT  0.99991672   +0 00 46.6
 FO1702;SPC NM C     -   445,677.428   357,545.184   MT  1.00015003   -0 53 44.0
 FO1702;SPC NM C     - 1,462,193.36  1,173,046.16   sFT  1.00015003   -0 53 44.0
 FO1702;UTM  13      - 3,877,643.794   243,506.369   MT  1.00041090   -1 36 48.3
 FO1702
 FO1702!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1702!SPC NM W     -   0.99967361  x   0.99991672  =   0.99959036
 FO1702!SPC NM C     -   0.99967361  x   1.00015003  =   0.99982360
 FO1702!UTM  13      -   0.99967361  x   1.00041090  =   1.00008438
 FO1702
 FO1702                          SUPERSEDED SURVEY CONTROL
 FO1702
 FO1702  NAD 83(1992)-  35 00 32.12728(N)    107 48 38.71869(W) AD(       ) 3
 FO1702  NGVD 29 (03/18/92) 2099.6    (m)         6888.     (f) VERT ANG       
 FO1702
 FO1702.Superseded values are not recommended for survey control.
 FO1702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1702.See file dsdata.txt to determine how the superseded data were derived.
 FO1702
 FO1702_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBU4350677644(NAD 83)
 FO1702_MARKER: DS = TRIANGULATION STATION DISK
 FO1702_SETTING: 66 = SET IN ROCK OUTCROP
 FO1702_SP_SET: SET IN ROCK OUTCROP
 FO1702_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 FO1702+STABILITY: POSITION/ELEVATION WELL
 FO1702
 FO1702  HISTORY     - Date     Condition        Report By
 FO1702  HISTORY     - 1949     MONUMENTED       USGS
 FO1702
 FO1702                          STATION DESCRIPTION
 FO1702
 FO1702'DESCRIBED BY US GEOLOGICAL SURVEY 1949
 FO1702'STATION IS LOCATED APPROXIMATELY 10.0 MI. (AIRLINE) SE. OF GRANTS AND
 FO1702'APPROXIMATELY 7.0 MI. (AIRLINE) SW. OF MCCARTYS, IN SEC. 17, T 9 N,
 FO1702'R 9 W.  THE STATION IS ON A ROUNDED LEDGE WHICH IS HIGHEST POINT
 FO1702'VISIBLE FROM RD.  STATION IS ON S. SIDE OF VALLEY OVERLOOKING LAVA
 FO1702'FLOW.
 FO1702'
 FO1702'TO REACH STATION FROM CITY HALL AT GRANTS, GO SE. ON U.S. HIGHWAY 66
 FO1702'FOR 6.8 MI. TO A T-RD. S. (DIRT), TURN RIGHT (S.) AND GO ALONG DIRT
 FO1702'RD. FOR 6.2 MI. TO A POINT WHERE RD. CURVES LEFT AND THE ROCK
 FO1702'FORMATION FROM THE MESA EXTENDS TO THE RD. AND END OF TRUCK TRAVEL.
 FO1702'FROM THIS POINT PACK E. UP STEEP GRADE ALONG DRAW TO TOP OF THIRD
 FO1702'LEDGE AND STATION.  THE STATION IS NOT ON THE HIGHEST LEDGE, HOWEVER,
 FO1702'IT IS ON THE HIGHEST ONE VISIBLE FROM THE RD.
 FO1702'
 FO1702'STATION MARK--STANDARD USGS TABLET CEMENTED IN ROCK CROPPING FLUSH
 FO1702'WITH BEDROCK, STAMPED---LEDGE 1949---.
 FO1702'
 FO1702'REFERENCE MARK NO. 1--STANDARD COPPER NAIL AND WASHER IN A TRIANGULAR
 FO1702'BLAZE IN 4 IN. CEDAR, 14.00 FT. FROM STATION MARK.
 FO1702'
 FO1702'REFERENCE MARK NO. 2--STANDARD COPPER NAIL AND WASHER IN A TRIANGULAR
 FO1702'BLAZE IN 4 IN. CEDAR, 60.28 FT. FROM STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0450 ***********************************************************************
 CV0450  DESIGNATION -  LEE
 CV0450  PID         -  CV0450
 CV0450  STATE/COUNTY-  NM/LEA
 CV0450  USGS QUAD   -  IRONHOUSE WELL (1984)
 CV0450
 CV0450                         *CURRENT SURVEY CONTROL
 CV0450  ___________________________________________________________________
 CV0450* NAD 83(1992)-  32 44 20.50580(N)    103 35 58.40014(W)     ADJUSTED  
 CV0450* NAVD 88     -      1242.422  (meters)    4076.18   (feet)  ADJUSTED  
 CV0450  ___________________________________________________________________
 CV0450  LAPLACE CORR-           3.07  (seconds)                    DEFLEC99
 CV0450  GEOID HEIGHT-         -22.29  (meters)                     GEOID03
 CV0450  DYNAMIC HT  -        1240.688 (meters)    4070.49  (feet)  COMP
 CV0450  MODELED GRAV-     979,198.8   (mgal)                       NAVD 88
 CV0450
 CV0450  HORZ ORDER  -  SECOND
 CV0450  VERT ORDER  -  SECOND    CLASS 0
 CV0450
 CV0450.The horizontal coordinates were established by classical geodetic methods
 CV0450.and adjusted by the National Geodetic Survey in December 1993..
 CV0450
 CV0450.The orthometric height was determined by differential leveling
 CV0450.and adjusted by the National Geodetic Survey in June 1991..
 CV0450
 CV0450.The Laplace correction was computed from DEFLEC99 derived deflections.
 CV0450
 CV0450.The geoid height was determined by GEOID03.
 CV0450
 CV0450.The dynamic height is computed by dividing the NAVD 88
 CV0450.geopotential number by the normal gravity value computed on the
 CV0450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0450.degrees latitude (g = 980.6199 gals.).
 CV0450
 CV0450.The modeled gravity was interpolated from observed gravity values.
 CV0450
 CV0450;                    North         East     Units Scale Factor Converg.
 CV0450;SPC NM E     -   193,052.151   233,769.589   MT  0.99996739   +0 23 48.7
 CV0450;SPC NM E     -   633,371.93    766,959.06   sFT  0.99996739   +0 23 48.7
 CV0450;UTM  13      - 3,623,223.663   631,212.928   MT  0.99981229   +0 45 27.0
 CV0450
 CV0450!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CV0450!SPC NM E     -   0.99980847  x   0.99996739  =   0.99977587
 CV0450!UTM  13      -   0.99980847  x   0.99981229  =   0.99962080
 CV0450
 CV0450:                Primary Azimuth Mark                     Grid Az
 CV0450:SPC NM E     -  H 38                                     080 16 07.5
 CV0450:UTM  13      -  H 38                                     079 54 29.2
 CV0450
 CV0450|---------------------------------------------------------------------|
 CV0450| PID    Reference Object                     Distance      Geod. Az  |
 CV0450|                                                           dddmmss.s |
 CV0450| CV0449 H 38                                               0803956.2 |
 CV0450| CH8860 LEE RM 2                             52.420 METERS 11145     |
 CV0450| CH8859 LEE RM 1                             63.289 METERS 34551     |
 CV0450|---------------------------------------------------------------------|
 CV0450
 CV0450                          SUPERSEDED SURVEY CONTROL
 CV0450
 CV0450  NAD 83(1986)-  32 44 20.52080(N)    103 35 58.39655(W) AD(       ) 2
 CV0450  NAD 27      -  32 44 20.08100(N)    103 35 56.60000(W) AD(       ) 2
 CV0450  NGVD 29 (??/??/92) 1241.920  (m)         4074.53   (f) ADJ UNCH    2 0
 CV0450
 CV0450.Superseded values are not recommended for survey control.
 CV0450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0450.See file dsdata.txt to determine how the superseded data were derived.
 CV0450
 CV0450_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFS3121323224(NAD 83)
 CV0450_MARKER: DB = BENCH MARK DISK
 CV0450_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0450_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CV0450_STAMPING: LEE 1935
 CV0450_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CV0450+STABILITY: SURFACE MOTION
 CV0450
 CV0450  HISTORY     - Date     Condition        Report By
 CV0450  HISTORY     - 1935     MONUMENTED       CGS
 CV0450  HISTORY     - 1952     GOOD             USGS
 CV0450  HISTORY     - 1963     GOOD             CGS
 CV0450
 CV0450                          STATION DESCRIPTION
 CV0450
 CV0450'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 CV0450'ABOUT 21 MILES SOUTHWEST OF LOVINGTON, 28 MILES WEST-NORTHWEST
 CV0450'OF HOBBS, ABOUT 1.0 MILE NORTH OF A RANCH HOUSE AT THE FOOT
 CV0450'OF THE BREAKS, NEAR THE WEST EDGE OF THE BREAKS, 95 FEET EAST
 CV0450'OF A FENCE T-INTERSECTION, 17.8 FEET NORTH OF A FENCE LINE,
 CV0450'IN SEC. 19, T. 18 S., R. 34 E.  TO REACH FROM THE INTERSECTION
 CV0450'OF U.S. HIGHWAY 62 AND STATE HIGHWAY 16, GO WEST 10.2 MILES
 CV0450'ON U.S. HIGHWAY 62 TO A POINT WHERE THE HIGHWAY TURNS LEFT
 CV0450'(SOUTH-SOUTHWEST).  LEAVE HIGHWAY 50 FEET WEST OF A CATTLE
 CV0450'GUARD AND GO NORTH ON TRACK ROAD 0.3 MILE, PASS THROUGH A
 CV0450'WIRE GATE AND GO NORTHWEST ON THE MAIN TRACK ROAD 1.0 MILE,
 CV0450'PASS THROUGH A WOODEN GATE AND KEEP STRAIGHT AHEAD ON THE
 CV0450'LEFT FORK 0.3 MILE TO A CROSSROAD.  CONTINUE NORTHWEST 1.4
 CV0450'MILES, PASS THROUGH A WIRE GATE AND CONTINUE STRAIGHT
 CV0450'AHEAD 1.4 MILES, PASS THROUGH A WIRE GATE AND CONTINUE ON
 CV0450'THE MAIN TRACKS 0.6 MILE, TAKE RIGHT FORK AND GO 0.4 MILE
 CV0450'TO THE RUINS OF AN OLD HOUSE WHERE BENCH MARK H 38
 CV0450'(U.S.G.S.) AND A GENERAL LAND OFFICE STATION ARE
 CV0450'LOCATED, TURN LEFT AND GO WEST ON A DIM TRACK ROAD 0.5
 CV0450'MILE TO THE WEST EDGE OF THE BREAKS, A FENCE T-INTERSECTION, AND
 CV0450'THE STATION.  THE SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH
 CV0450'MARKS ARE STANDARD DISKS SET IN CONCRETE.
 CV0450'REFERENCE MARK NO. 1 IS 1-1/2 FEET EAST
 CV0450'OF A FENCE LINE, 206 FEET NORTH OF A FENCE LINE, AND
 CV0450'207.64 FEET FROM STATION N 12 DEG 09 MIN W, AND NO.
 CV0450'2 IS 1-1/2 FEET NORTH OF A FENCE LINE, 263 FEET
 CV0450'EAST-SOUTHEAST OF A FENCE T-INTERSECTION, AND 171.98 FEET
 CV0450'FROM STATION S 68 DEG 15 MIN E.  A NOTE IN THE RECORDS
 CV0450'STATES THAT THE REFERENCE MARKS ARE NUMBERED WRONG.  THE
 CV0450'AZIMUTH MARK, BENCH MARK H 38 (U.S.G.S.,), A STANDARD U.S.
 CV0450'GEOLOGICAL SURVEY DISK WITH A TRIANGLE IN THE CENTER, SET IN
 CV0450'CONCRETE, IS 10-1/2 FEET SOUTH OF THE CENTER LINE OF THE
 CV0450'TRACK ROAD, 47-1/2 FEET EAST OF A TRACK ROAD INTERSECTION,
 CV0450'AND 0.5 MILE FROM STATION S 99 DEG 20 MIN E.
 CV0450'THE GENERAL LAND OFFICE MARK, THE CORNER COMMON TO SECTIONS
 CV0450'17, 18, 19, AND 20, T. 18 S., R. 34 E., A GENERAL LAND
 CV0450'OFFICE IRON PIPE WITH A BRONZE CAP, IS AT THE RUINS OF THE
 CV0450'OLD HOUSE ON THE ROUTE TO THE STATION, 60 FEET EAST OF THE
 CV0450'CENTER LINE OF THE TRACK ROAD, 102.63 FEET NORTH OF BENCH
 CV0450'MARK H-38 (U.S.G.S.), AND 0.5 MILE FROM STATION
 CV0450'N 78 DEG 28 MIN E.
 CV0450
 CV0450                          STATION RECOVERY (1952)
 CV0450
 CV0450'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1952
 CV0450'28.6 MI NW FROM HOBBS.
 CV0450'HOBBS, 15 MI. W. OF ALONG U.S. HWY. 62 AND 180 THENCE 12.9 MI. W AND
 CV0450'NW ALONG STATE HWY. 529, THENCE 0.2 MI. S. ALONG DIRT RD. TO FORK,
 CV0450'TURN RIGHT (NW) 0.5 MI. TO EDGE OF CAPROCK AND STATION SITE.  0.5 MI.
 CV0450'W. OF SEC. COR. 17, 18, 19, 20, T 18 S, R 34 E, 150 FT. S. OF RD.
 CV0450'FORK, IN CONCRETE POST, A STANDARD TRIANGULATION, STATION DISK,
 CV0450'STAMPED LEE 1935 USC AND GS LEVEL ELEV. 4074.532.
 CV0450
 CV0450                          STATION RECOVERY (1963)
 CV0450
 CV0450'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CKP)
 CV0450'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 CV0450'FOUND IN GOOD CONDITION EXCEPT B.M. H38 (USGS) WHICH WAS
 CV0450'SEARCHED FOR BUT WAS NOT RECOVERED BUT MAY YET EXIST AS IT
 CV0450'IS LOCATED IN ROUGH TERRAIN.
 CV0450'
 CV0450'A NEW TO REACH FOR THE STATION FOLLOWS.
 CV0450'
 CV0450'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 62,
 CV0450'180 AND STATE HIGHWAY 18 IN HOBBS, GO WEST ON U.S. HIGHWAY
 CV0450'62, 180 FOR 13.2 MILES.  TURN RIGHT ON STATE HIGHWAY 529
 CV0450'AND 8, GO WEST-NORTHWESTERLY FOR 2.3 MILES TO A POINT WHERE
 CV0450'STATE HIGHWAY 8 TURNS RIGHT.  CONTINUE STRAIGHT AHEAD, WESTERLY
 CV0450'ON STATE HIGHWAY 529 FOR 8.8 MILES TO A METAL GATE ON EACH SIDE
 CV0450'OF THE HIGHWAY.  TURN LEFT OFF THE HIGHWAY, PASS THROUGH THE
 CV0450'METAL GATE AND FOLLOW THE TRACK ROAD SOUTHWESTERLY ALONG THE
 CV0450'SOUTH SIDE OF A FENCE LINE FOR 0.2 MILE.  TAKE THE RIGHT
 CV0450'FORK, PASS OVER THE CATTLE GUARD AND GO NORTHWEST ON THE
 CV0450'TRACK ROAD FOR 0.5 MILE TO A FENCE CORNER ON THE LEFT AND
 CV0450'THE GENERAL LAND OFFICE MARK WHICH IS 0.4 MILE WEST OF THE
 CV0450'FENCE CORNER AND 60 FEET SOUTH OF THE FENCE LINE.  FROM THE
 CV0450'FENCE CORNER CONTINUE NORTH ON THE MAIN TRACK ROAD FOR 0.7
 CV0450'MILE TO THE WEST EDGE OF THE BREAKS AND THE STATION ON
 CV0450'THE LEFT, 60 FEET SOUTH OF THE TRACK ROAD.  THIS IS 1.0
 CV0450'MILE WEST-SOUTHWEST OF A MICRO-WAVE TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY1063 ***********************************************************************
 CY1063  DESIGNATION -  LEE
 CY1063  PID         -  CY1063
 CY1063  STATE/COUNTY-  NM/HIDALGO
 CY1063  USGS QUAD   -  GARY (1980)
 CY1063
 CY1063                         *CURRENT SURVEY CONTROL
 CY1063  ___________________________________________________________________
 CY1063* NAD 83(1992)-  32 19 27.54963(N)    108 46 04.82258(W)     ADJUSTED  
 CY1063* NAVD 88     -      1528.     (meters)    5013.     (feet)  SCALED    
 CY1063  ___________________________________________________________________
 CY1063  LAPLACE CORR-           4.06  (seconds)                    DEFLEC99
 CY1063  GEOID HEIGHT-         -25.61  (meters)                     GEOID03
 CY1063
 CY1063  HORZ ORDER  -  THIRD
 CY1063
 CY1063.The horizontal coordinates were established by classical geodetic methods
 CY1063.and adjusted by the National Geodetic Survey in December 1993..
 CY1063
 CY1063.The orthometric height was scaled from a topographic map.
 CY1063
 CY1063.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY1063
 CY1063.The geoid height was determined by GEOID03.
 CY1063
 CY1063;                    North         East     Units Scale Factor Converg.
 CY1063;SPC NM W     -   147,213.367   741,997.766   MT  1.00001214   -0 29 59.3
 CY1063;SPC NM W     -   482,982.52  2,434,371.00   sFT  1.00001214   -0 29 59.3
 CY1063;UTM  12      - 3,578,573.851   710,101.195   MT  1.00014438   +1 11 38.1
 CY1063
 CY1063!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY1063!SPC NM W     -   0.99976420  x   1.00001214  =   0.99977634
 CY1063!UTM  12      -   0.99976420  x   1.00014438  =   0.99990854
 CY1063
 CY1063:                Primary Azimuth Mark                     Grid Az
 CY1063:SPC NM W     -  85 HILL                                  134 12 36.2
 CY1063:UTM  12      -  85 HILL                                  132 30 58.8
 CY1063
 CY1063|---------------------------------------------------------------------|
 CY1063| PID    Reference Object                     Distance      Geod. Az  |
 CY1063|                                                           dddmmss.s |
 CY1063| CY1062 85 HILL                             APPROX. 1.9 KM 1334236.9 |
 CY1063|---------------------------------------------------------------------|
 CY1063
 CY1063                          SUPERSEDED SURVEY CONTROL
 CY1063
 CY1063  NAD 83(1992)-  32 19 27.54923(N)    108 46 04.82132(W) AD(       ) 3
 CY1063  NAD 83(1986)-  32 19 27.54575(N)    108 46 04.82096(W) AD(       ) 3
 CY1063  NAD 27      -  32 19 27.26428(N)    108 46 02.62550(W) AD(       ) 3
 CY1063
 CY1063.Superseded values are not recommended for survey control.
 CY1063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1063.See file dsdata.txt to determine how the superseded data were derived.
 CY1063
 CY1063_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYA1010178574(NAD 83)
 CY1063
 CY1063  HISTORY     - Date     Condition        Report By
 CY1063  HISTORY     - 1931     MONUMENTED       USGS
 CY1063  HISTORY     - 1964     GOOD             USGS
 CY1063
 CY1063                          STATION DESCRIPTION
 CY1063
 CY1063'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 CY1063'LOCATED 4 MI. SW. OF LORDSBURG AND 1.25 MI. W. OF VALEDON, 0.5 MI. N.
 CY1063'OF THE ANITA MINE, AND ON SHARP ROCKY PEAK KNOWN AS LEE PEAK.  CAR CAN
 CY1063'BE DRIVEN OVER ANITA MINE ROAD TO FOOT OF PEAK ON SE. SIDE.
 CY1063'
 CY1063'STATION MARK--STANDARD TABLET, CEMENTED IN SOLID ROCK ON HIGHEST POINT
 CY1063'OF PEAK, AND STAMPED ---Y 1931---.
 CY1063'
 CY1063'REFERENCE MARK--STANDARD REFERENCE TABLET, CEMENTED IN ROCK CRAG NEAR
 CY1063'W. EDGE OF PEAK, 20.35 FT. FROM STATION, S 89 DEG 04 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0490 ***********************************************************************
 FN0490  DESIGNATION -  LEE
 FN0490  PID         -  FN0490
 FN0490  STATE/COUNTY-  NM/SAN MIGUEL
 FN0490  USGS QUAD   -  FOUR V RANCH (1972)
 FN0490
 FN0490                         *CURRENT SURVEY CONTROL
 FN0490  ___________________________________________________________________
 FN0490* NAD 83(1992)-  35 26 01.56529(N)    104 16 47.17013(W)     ADJUSTED  
 FN0490* NAVD 88     -      1385.4    (meters)    4545.     (feet)  VERTCON   
 FN0490  ___________________________________________________________________
 FN0490  LAPLACE CORR-          -3.61  (seconds)                    DEFLEC99
 FN0490  GEOID HEIGHT-         -21.86  (meters)                     GEOID03
 FN0490
 FN0490  HORZ ORDER  -  SECOND
 FN0490
 FN0490.The horizontal coordinates were established by classical geodetic methods
 FN0490.and adjusted by the National Geodetic Survey in December 1993..
 FN0490
 FN0490.The NAVD 88 height was computed by applying the VERTCON shift value to
 FN0490.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FN0490
 FN0490.The Laplace correction was computed from DEFLEC99 derived deflections.
 FN0490
 FN0490.The geoid height was determined by GEOID03.
 FN0490
 FN0490;                    North         East     Units Scale Factor Converg.
 FN0490;SPC NM E     -   491,699.404   169,863.360   MT  0.99990938   +0 01 51.8
 FN0490;SPC NM E     - 1,613,183.79    557,293.37   sFT  0.99990938   +0 01 51.8
 FN0490;UTM  13      - 3,921,386.252   565,374.083   MT  0.99965267   +0 25 03.3
 FN0490
 FN0490!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FN0490!SPC NM E     -   0.99978602  x   0.99990938  =   0.99969542
 FN0490!UTM  13      -   0.99978602  x   0.99965267  =   0.99943876
 FN0490
 FN0490|---------------------------------------------------------------------|
 FN0490| PID    Reference Object                     Distance      Geod. Az  |
 FN0490|                                                           dddmmss.s |
 FN0490| CJ7701 LEE RM 1                              9.894 METERS 09948     |
 FN0490| CJ7702 LEE RM 2                              7.799 METERS 27739     |
 FN0490| CJ7700 LEE AZ MK                                          2890433.2 |
 FN0490|---------------------------------------------------------------------|
 FN0490
 FN0490                          SUPERSEDED SURVEY CONTROL
 FN0490
 FN0490  NAD 83(1986)-  35 26 01.57326(N)    104 16 47.16604(W) AD(       ) 2
 FN0490  NAD 27      -  35 26 01.40290(N)    104 16 45.24390(W) AD(       ) 2
 FN0490  NGVD 29 (07/19/86) 1384.8    (m)         4543.     (f) VERT ANG       
 FN0490
 FN0490.Superseded values are not recommended for survey control.
 FN0490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0490.See file dsdata.txt to determine how the superseded data were derived.
 FN0490
 FN0490_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEV6537421386(NAD 83)
 FN0490_MARKER: DS = TRIANGULATION STATION DISK
 FN0490_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FN0490
 FN0490  HISTORY     - Date     Condition        Report By
 FN0490  HISTORY     - 1960     MONUMENTED       CGS
 FN0490
 FN0490                          STATION DESCRIPTION
 FN0490
 FN0490'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (HWK)
 FN0490'NOTE--REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
 FN0490'
 FN0490'THE STATION IS APPROXIMATELY 10 MILES NORTHEAST OF THE VILLAGE
 FN0490'OF VARIADERO, 6-1/2 MILES NORTHWEST OF THE MAIN CONCRETE SECTION
 FN0490'OF THE CONCHAS RESERVOIR DAM, 1 MILE WEST OF THE 4-V RANCH
 FN0490'HEADQUARTERS AND ON LAND OWNED BY THE 4-V RANCH.
 FN0490'
 FN0490'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 54 AND
 FN0490'STATE HIGHWAYS 104 AND 18 IN TUCUMCARI, GO NORTHWEST ON STATE
 FN0490'HIGHWAY 104 FOR APPROXIMATELY 33.0 MILES TO THE ENTRANCE TO
 FN0490'CONCHAS DAM ON THE RIGHT.  CONTINUE STRAIGHT AHEAD AND GO WESTERLY
 FN0490'AND SOUTHWEST ON STATE HIGHWAY 104 FOR 6.15 MILES TO THE JUNCTION
 FN0490'OF STATE HIGHWAYS 104 AND 129.  BEAR RIGHT AND GO WESTERLY AND
 FN0490'NORTHWESTERLY ON STATE HIGHWAY 104 FOR APPROXIMATELY 23.0 MILES
 FN0490'TO THE JUNCTION ON STATE HIGHWAYS 104 AND 65 (AT A SCHOOL
 FN0490'HOUSE ON THE RIGHT).  TURN RIGHT AND GO EASTERLY ON STATE
 FN0490'HIGHWAY 65 FOR 1.95 MILES TO A ROAD ON THE LEFT.  CONTINUE
 FN0490'STRAIGHT AHEAD, CROSS A CATTLE GUARD, AND CONTINUE ON
 FN0490'STATE HIGHWAY 65 FOR 2.6 MILES TO A STEEL BRIDGE.  CROSS THE
 FN0490'BRIDGE AND CONTINUE ON STATE HIGHWAY 65 FOR 1.0 MILE TO A
 FN0490'CATTLE GUARD.  CROSS THE CATTLE GUARD AND GO 0.35 MILE TO A
 FN0490'ROAD ON THE RIGHT.  TURN RIGHT AND GO EST ON A GRADED ROAD
 FN0490'FOR 0.55 MILE TO A BOARD GATE.  PASS THROUGH THE GATE AND
 FN0490'GO 0.7 MILE TO A GATE ON RIDGE BETWEEN TWO MESAS.  PASS
 FN0490'THROUGH THE GATE AND CONTINUE EASTERLY ON THE MAIN ROAD FOR
 FN0490'1.65 MILES TO A RANCH HOUSE ON THE LEFT.  PASS THE RANCH
 FN0490'HOUSE, GOING THROUGH TWO GATES AND CONTINUE EASTERLY ON
 FN0490'THE MAIN ROAD FOR 0.5 MILE TO A GATE AND THE ENTRANCE TO THE 4-V
 FN0490'RANCH.  PASS THROUGH THE GATE, TURN SHARP RIGHT AND GO
 FN0490'SOUTHERLY ON A ROAD ALONG THE EAST SIDE OF A FENCE FOR 2.6
 FN0490'MILES TO A GATE.  PASS THROUGH THE GATE AND CONTINUE ON THE ROAD
 FN0490'ALONG THE FENCE FOR 1.1 MILE TO A FORK.  BEAR LEFT AND
 FN0490'FOLLOW THE MAIN ROAD EASTERLY FOR 0.65 MILES TO A WINDMILL AND
 FN0490'TANK ON THE RIGHT.  PASS THE WINDMILL AND GO ABOUT 100 FEET AND
 FN0490'THEN BEAR RIGHT AND GO EASTERLY ON A TRACK ROAD FOR 0.55 MILE
 FN0490'TO AN IRON GATE AND A JOG IN THE FENCE ON THE RIGHT.  CONTINUE
 FN0490'EASTERLY ALONG THE NORTH SIDE OF A FENCE ON A TRACK ROAD FOR
 FN0490'0.8 MILE TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE EAST ON
 FN0490'THE TRACK ROAD FOR 0.35 MILE TO THE STATION ON THE RIGHT.
 FN0490'
 FN0490'STATION MARKS ARE STANDARD DISK STAMPED LEE 1960.  THE SURFACE
 FN0490'DISK IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.
 FN0490'IT IS 15 FEET SOUTH OF THE CENTER OF THE ROAD, 5 FEET NORTHEAST
 FN0490'OF A METAL WITNESS POST AND 4.5 FEET NORTH OF A FENCE.  THE
 FN0490'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 30
 FN0490'INCHES BELOW THE SURFACE OF THE GROUND.
 FN0490'
 FN0490'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED LEE NO 1 1960,
 FN0490'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.
 FN0490'IT IS 17 FEET SOUTH OF THE CENTER OF THE ROAD AND 3 FEET NORTH
 FN0490'OF THE FENCE.
 FN0490'
 FN0490'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED LEE NO 2 1960,
 FN0490'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.  IT
 FN0490'IS 16.5 FEET SOUTH OF THE CENTER OF THE ROAD AND 5 FEET NORTH OF
 FN0490'THE FENCE.
 FN0490'
 FN0490'AZIMUTH MARK, A STANDARD DISK STAMPED LEE 1960, IS SET IN A
 FN0490'SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS 31 FEET
 FN0490'NORTH OF A FENCE, 24 FEET SOUTH OF THE CENTER OF THE ROAD
 FN0490'AND 2 FEET NORTHEAST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0903 ***********************************************************************
 CW0903  DESIGNATION -  LEE
 CW0903  PID         -  CW0903
 CW0903  STATE/COUNTY-  NM/OTERO
 CW0903  USGS QUAD   -  B T RANCH (1975)
 CW0903
 CW0903                         *CURRENT SURVEY CONTROL
 CW0903  ___________________________________________________________________
 CW0903* NAD 83(1992)-  32 10 17.78579(N)    105 43 21.71065(W)     ADJUSTED  
 CW0903* NAVD 88     -      1483.7    (meters)    4868.     (feet)  VERTCON   
 CW0903  ___________________________________________________________________
 CW0903  LAPLACE CORR-           0.58  (seconds)                    DEFLEC99
 CW0903  GEOID HEIGHT-         -22.36  (meters)                     GEOID03
 CW0903
 CW0903  HORZ ORDER  -  SECOND
 CW0903
 CW0903.The horizontal coordinates were established by classical geodetic methods
 CW0903.and adjusted by the National Geodetic Survey in February 1996..
 CW0903
 CW0903.The NAVD 88 height was computed by applying the VERTCON shift value to
 CW0903.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CW0903
 CW0903.The Laplace correction was computed from DEFLEC99 derived deflections.
 CW0903
 CW0903.The geoid height was determined by GEOID03.
 CW0903
 CW0903;                    North         East     Units Scale Factor Converg.
 CW0903;SPC NM C     -   130,016.194   549,728.786   MT  0.99993049   +0 16 50.8
 CW0903;SPC NM C     -   426,561.46  1,803,568.53   sFT  0.99993049   +0 16 50.8
 CW0903;UTM  13      - 3,559,686.122   431,864.026   MT  0.99965725   -0 23 05.4
 CW0903
 CW0903!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CW0903!SPC NM C     -   0.99977061  x   0.99993049  =   0.99970111
 CW0903!UTM  13      -   0.99977061  x   0.99965725  =   0.99942794
 CW0903
 CW0903:                Primary Azimuth Mark                     Grid Az
 CW0903:SPC NM C     -  LEE AZ MK                                016 50 44.4
 CW0903:UTM  13      -  LEE AZ MK                                017 30 40.6
 CW0903
 CW0903|---------------------------------------------------------------------|
 CW0903| PID    Reference Object                     Distance      Geod. Az  |
 CW0903|                                                           dddmmss.s |
 CW0903| CH8861 LEE AZ MK                                          0170735.2 |
 CW0903| CH8862 LEE RM 1                             22.475 METERS 07019     |
 CW0903| CH8863 LEE RM 2                             22.113 METERS 31800     |
 CW0903|---------------------------------------------------------------------|
 CW0903
 CW0903                          SUPERSEDED SURVEY CONTROL
 CW0903
 CW0903  NAD 83(1992)-  32 10 17.78575(N)    105 43 21.71053(W) AD(       ) 2
 CW0903  NAD 83(1986)-  32 10 17.78828(N)    105 43 21.70747(W) AD(       ) 2
 CW0903  NAD 27      -  32 10 17.42800(N)    105 43 19.80400(W) AD(       ) 2
 CW0903  NGVD 29 (07/19/86) 1483.0    (m)         4865.     (f) VERT ANG       
 CW0903
 CW0903.Superseded values are not recommended for survey control.
 CW0903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0903.See file dsdata.txt to determine how the superseded data were derived.
 CW0903
 CW0903_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDR3186459686(NAD 83)
 CW0903_MARKER: DS = TRIANGULATION STATION DISK
 CW0903_SETTING: 80 = SET IN A BOULDER
 CW0903_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 CW0903
 CW0903  HISTORY     - Date     Condition        Report By
 CW0903  HISTORY     - 1943     MONUMENTED       CGS
 CW0903
 CW0903                          STATION DESCRIPTION
 CW0903
 CW0903'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (EHB)
 CW0903'STATION IS ON THE E END OF A SMALL MESA, ABOUT 2.0 MILES,
 CW0903'AIRLINE, N OF BADGER WELLS AND 1.5 MILES S OF THE B.T. RANCH.
 CW0903'IT IS ABOUT 100 YARDS W OF A TRACK ROAD.
 CW0903'
 CW0903'STATION MARK IS A BRONZE STATION DISK SET IN A CONCRETE IMBEDDED
 CW0903'BOULDER.  STAMPED LEE 1943.
 CW0903'
 CW0903'REFERENCE MARK 1 IS ENE OF THE STATION.  IT IS A BRONZE REFERENCE
 CW0903'DISK SET IN A CONCRETE IMBEDDED BOULDER PROJECTING 7 INCHES
 CW0903'ABOVE THE GROUND.  STAMPED LEE NO 1 1943.
 CW0903'
 CW0903'REFERENCE MARK 2 IS NW OF THE STATION.  IT IS A BRONZE REFERENCE
 CW0903'DISK SET IN A CONCRETE IMBEDDED BOULDER PROJECTING 7 INCHES
 CW0903'ABOVE THE GROUND.  STAMPED LEE NO 2 1943.
 CW0903'
 CW0903'AZIMUTH MARK IS 0.3 MILE NNE OF THE STATION ON TOP OF A SMALL
 CW0903'HILL.  IT IS A BRONZE AZIMUTH DISK SET IN BEDROCK FLUSH WITH
 CW0903'THE GROUND.  STAMPED LEE 1943.
 CW0903'
 CW0903'TO REACH FROM THE POW WOW HIGHWAY CAMP, WHICH IS 29.0 MILES
 CW0903'E OF EL PASO ON U.S. HIGHWAY 62, GO N ON GRAVEL ROAD FOR 7.1
 CW0903'MILES TO ENTRANCE OF HELMS RANCH, CONTINUE STRAIGHT AHEAD FOR
 CW0903'1.0 MILE TO ROAD FORKS.  KEEP MAIN TRAVELED ROAD STRAIGHT
 CW0903'AHEAD FOR 4.2 MILES TO STATE BOUNDARY FENCE AND CATTLEGUARD.
 CW0903'CONTINUE N AND E ON MAIN TRAVELED ROAD FOR 9.5 MILES TO A
 CW0903'CATTLEGUARD AND WOVEN-WIRE GATE.  HERE TURN LEFT (N) AND FOLLOW
 CW0903'TRACK ROAD ALONG W SIDE OF FENCE FOR 0.3 MILE TO A WIRE GATE.
 CW0903'PASS THROUGH GATE AND CONTINUE ALONG FENCELINE 2.3 MILES
 CW0903'TO A BOARD GATE.  GO THROUGH GATE AND FOLLOW ROAD E 3.7
 CW0903'MILES TO BADGER WELLS.  GO THROUGH GATE W OF STEEL TANKS AND
 CW0903'FOLLOW TRACK ROAD N FOR 2.3 MILES.  HERE TURN LEFT (W) AND
 CW0903'GO ACROSS COUNTRY 0.05 MILE TO EDGE OF RIDGE AND STATION.
 CW0903'
 CW0903'HEIGHT OF LIGHT ABOVE STATION MARK - 4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1698 ***********************************************************************
 FO1698  DESIGNATION -  LEE
 FO1698  PID         -  FO1698
 FO1698  STATE/COUNTY-  NM/VALENCIA
 FO1698  USGS QUAD   -  LAGUNA CANONEROS (1995)
 FO1698
 FO1698                         *CURRENT SURVEY CONTROL
 FO1698  ___________________________________________________________________
 FO1698* NAD 83(1992)-  35 18 43.45427(N)    107 23 37.53492(W)     ADJUSTED  
 FO1698* NAVD 88     -      2588.2    (meters)    8491.     (feet)  VERTCON   
 FO1698  ___________________________________________________________________
 FO1698  LAPLACE CORR-          -2.74  (seconds)                    DEFLEC99
 FO1698  GEOID HEIGHT-         -20.05  (meters)                     GEOID03
 FO1698
 FO1698  HORZ ORDER  -  THIRD
 FO1698
 FO1698.The horizontal coordinates were established by classical geodetic methods
 FO1698.and adjusted by the National Geodetic Survey in December 1993..
 FO1698
 FO1698.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1698.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1698
 FO1698.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1698
 FO1698.The geoid height was determined by GEOID03.
 FO1698
 FO1698;                    North         East     Units Scale Factor Converg.
 FO1698;SPC NM C     -   478,793.041   395,994.322   MT  1.00003327   -0 39 40.3
 FO1698;SPC NM C     - 1,570,840.17  1,299,191.37   sFT  1.00003327   -0 39 40.3
 FO1698;SPC NM W     -   478,289.544   869,971.726   MT  0.99993635   +0 15 14.7
 FO1698;SPC NM W     - 1,569,188.28  2,854,232.24   sFT  0.99993635   +0 15 14.7
 FO1698;UTM  13      - 3,910,280.047   282,376.842   MT  1.00018369   -1 23 03.1
 FO1698
 FO1698!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1698!SPC NM C     -   0.99959706  x   1.00003327  =   0.99963032
 FO1698!SPC NM W     -   0.99959706  x   0.99993635  =   0.99953343
 FO1698!UTM  13      -   0.99959706  x   1.00018369  =   0.99978067
 FO1698
 FO1698                          SUPERSEDED SURVEY CONTROL
 FO1698
 FO1698  NAD 83(1992)-  35 18 43.45776(N)    107 23 37.53832(W) AD(       ) 3
 FO1698  NGVD 29 (01/22/92) 2587.0    (m)         8488.     (f) VERT ANG       
 FO1698
 FO1698.Superseded values are not recommended for survey control.
 FO1698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1698.See file dsdata.txt to determine how the superseded data were derived.
 FO1698
 FO1698_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBV8237710280(NAD 83)
 FO1698_MARKER: DS = TRIANGULATION STATION DISK
 FO1698_SETTING: 80 = SET IN A BOULDER
 FO1698_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO1698+STABILITY: SURFACE MOTION
 FO1698
 FO1698  HISTORY     - Date     Condition        Report By
 FO1698  HISTORY     - 1952     MONUMENTED       USGS
 FO1698
 FO1698                          STATION DESCRIPTION
 FO1698
 FO1698'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 FO1698'STATION IS LOCATED APPROXIMATELY 19 AIRLINE MI. N. OF LAGUNA,
 FO1698'NEW MEXICO, ON HIGH POINT OF MOUNTAIN.
 FO1698'
 FO1698'STATION WAS REACHED BY GOING W. FROM ALBUQUERQUE ON U.S. HIGHWAY 66,
 FO1698'TO THE ENCINAL ROAD, 3.3 MI. W. OF LAGUNA.  HERE TURN RIGHT FOR 3.3
 FO1698'MI. TO FORK.  TAKE RIGHT FORK ON MT. TAYLOR RANCH ROAD FOR 4.0 MI. TO
 FO1698'TOP OF MESA AND FORK.  TAKE LEFT FORK N. 3.1 MI. TO CATTLEGUARD.
 FO1698'THENCE N. 1.1 MI. TO GATE, GO THROUGH GATE AND FOLLOW RD. 0.5 MI. TO
 FO1698'CATTLEGUARD, THENCE 0.4 MI. TO FORK.  TAKE RIGHT FORK LEAVING MT.
 FO1698'TAYLOR RANCH ROAD AND GO 0.6 MI. TO GATE, THENCE N. 2.2 MI. TO
 FO1698'ANOTHER GATE, THENCE N. 0.8 MI. TO SAWMILL.  AT SAWMILL TAKE RIGHT
 FO1698'FORK 0.7 MI. TO GATE, THENCE NE. 2.3 MI. TO FORK AT SMALL LAKE.  TAKE
 FO1698'RIGHT FORK E. 4.3 MI. TO SHARP RIGHT TURN (S.).  HERE TURN LEFT CROSS
 FO1698'COUNTRY APPROXIMATELY 0.25 MI. TO WOVEN WIRE FENCE.  FROM HERE IT IS
 FO1698'A ONE HOUR HIKE TO MOUNTAIN AND STATION.
 FO1698'
 FO1698'STATION RECOVERED BY USGS IN 1958.  A NEW DESCRIPTION FOLLOWS
 FO1698'
 FO1698'LOCATED ABOUT 17 MI. (AIRLINE) E. OF SAN MATEO, NEW MEXICO, AND ABOUT
 FO1698'1.2 MI. S. OF FLOYD LEE SUMMER CAMP.  ON THE HIGHEST PART OF A
 FO1698'PROMINENT BUTTE.
 FO1698'
 FO1698'TO REACH FROM SAN MATEO, NEW MEXICO SCHOOLHOUSE, GO N. ON GRADED RD.
 FO1698'0.3 MI. TO A SIGN, --LOS INDIOS AND LA MOSCA LOOKOUT--, TURN RIGHT
 FO1698'(E.), GO 13.1 MI. ALONG MAIN TRAVELED RD. TO A Y-RD. AND SIGN, --FLOYD
 FO1698'LEE SUMMER CAMP--, TAKE LEFT FORK, GO 0.7 MI. TO A Y-RD. AND SIGN,
 FO1698'--LOS INDIOS--, TAKE RIGHT FORK, GO 5.1 MI. TO A CROSSROAD, CONTINUE
 FO1698'STRAIGHT AHEAD 0.2 MI. TO A Y-RD., TAKE RIGHT FORK, GO 3.6 MI. TO
 FO1698'FLOYD LEES SUMMER CAMP ON THE W. SIDE OF A LAKE, CONTINUE ALONG RD.
 FO1698'ON W. SHORE OF LAKE 0.3 MI. TO A Y-RD., TAKE LEFT FORK 0.4 MI. TO A
 FO1698'Y-RD., TAKE LEFT FORK, GO 1.0 MI. TO THE S. SIDE OF A BUTTE AND END
 FO1698'OF TRUCK TRAVEL.  A 10 MINUTE PACK N. TO STATION SITE.
 FO1698'
 FO1698'STATION MARK--A STANDARD USGS TRIANGULATION TABLET CEMENTED IN BEDROCK
 FO1698'(REPORTED IN 1958 CEMENTED IN 2 X 2 BOULDER), STAMPED---LEE 1952---.
 FO1698'
 FO1698'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1923 ***********************************************************************
 CX1923  DESIGNATION -  LEE ET
 CX1923  PID         -  CX1923
 CX1923  STATE/COUNTY-  NM/SIERRA
 CX1923  USGS QUAD   -  WHITEROCK MOUNTAIN (1989)
 CX1923
 CX1923                         *CURRENT SURVEY CONTROL
 CX1923  ___________________________________________________________________
 CX1923* NAD 83(1992)-  32 42 57.91987(N)    107 38 02.13123(W)     ADJUSTED  
 CX1923* NAVD 88     -      1975.     (meters)    6480.     (feet)  VERTCON   
 CX1923  ___________________________________________________________________
 CX1923  LAPLACE CORR-          -0.96  (seconds)                    DEFLEC99
 CX1923  GEOID HEIGHT-         -23.47  (meters)                     GEOID03
 CX1923
 CX1923  HORZ ORDER  -  THIRD
 CX1923
 CX1923.The horizontal coordinates were established by classical geodetic methods
 CX1923.and adjusted by the National Geodetic Survey in December 1993..
 CX1923
 CX1923.The NAVD 88 height was computed by applying the VERTCON shift value to
 CX1923.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CX1923
 CX1923.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1923
 CX1923.The geoid height was determined by GEOID03.
 CX1923
 CX1923;                    North         East     Units Scale Factor Converg.
 CX1923;SPC NM W     -   190,289.148   848,693.231   MT  0.99992097   +0 06 28.0
 CX1923;SPC NM W     -   624,306.98  2,784,421.04   sFT  0.99992097   +0 06 28.0
 CX1923;UTM  13      - 3,622,881.458   253,128.228   MT  1.00035157   -1 25 27.5
 CX1923
 CX1923!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1923!SPC NM W     -   0.99969372  x   0.99992097  =   0.99961471
 CX1923!UTM  13      -   0.99969372  x   1.00035157  =   1.00004518
 CX1923
 CX1923:                Primary Azimuth Mark                     Grid Az
 CX1923:SPC NM W     -  BERENDA                                  028 18 01.4
 CX1923:UTM  13      -  BERENDA                                  029 49 56.9
 CX1923
 CX1923|---------------------------------------------------------------------|
 CX1923| PID    Reference Object                     Distance      Geod. Az  |
 CX1923|                                                           dddmmss.s |
 CX1923| CX1916 BERENDA                             APPROX. 5.8 KM 0282429.4 |
 CX1923|---------------------------------------------------------------------|
 CX1923
 CX1923                          SUPERSEDED SURVEY CONTROL
 CX1923
 CX1923  NAD 83(1986)-  32 42 57.92317(N)    107 38 02.13618(W) AD(       ) 3
 CX1923  NAD 27      -  32 42 57.63750(N)    107 38 00.03153(W) AD(       ) 3
 CX1923  NGVD 29 (07/19/86) 1974.     (m)         6476.     (f) VERT ANG       
 CX1923
 CX1923.Superseded values are not recommended for survey control.
 CX1923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1923.See file dsdata.txt to determine how the superseded data were derived.
 CX1923
 CX1923_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBS5312822881(NAD 83)
 CX1923_MARKER: DD = SURVEY DISK
 CX1923_SETTING: 66 = SET IN ROCK OUTCROP
 CX1923_SP_SET: SET IN ROCK OUTCROP
 CX1923_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CX1923+STABILITY: POSITION/ELEVATION WELL
 CX1923
 CX1923  HISTORY     - Date     Condition        Report By
 CX1923  HISTORY     - 1960     MONUMENTED       USGS
 CX1923
 CX1923                          STATION DESCRIPTION
 CX1923
 CX1923'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 CX1923'LOCATED ON LEE MOUNTAIN ABOUT 30 MI. (AIRLINE) NW. OF HATCH, NEW
 CX1923'MEXICO, AND ABOUT 4 MI. W. OF LAKE VALLEY.  STATION IS ABOUT 200 FT.
 CX1923'S. OF THE N. END OF A N-S. RIDGE.
 CX1923'
 CX1923'TO REACH FROM LAKE VALLEY, NEW MEXICO, GO N. 0.7 MI. ON STATE HIGHWAY
 CX1923'27 TO A GRADED RD. W., TURN LEFT ON GRADED RD. AND GO 2.3 MI. TO THE
 CX1923'BERENDA CANYON ROAD, TURN LEFT ON BERENDA CANYON ROAD AND GO 1.7 MI.
 CX1923'TO A DIM RD. S., TURN LEFT ON DIM RD. AND GO 1.6 MI. TO A SADDLE.
 CX1923'PACK W. UP RIDGE, THEN S. THROUGH A SADDLE TO HIGHEST POINT AND
 CX1923'STATION SITE.
 CX1923'
 CX1923'STATION MARK--STANDARD TABLET CEMENTED IN A ROCK OUTCROP PROTRUDING
 CX1923'FOUR INCHES AND ABOUT SIX SQUARE FEET IN AREA, AND STAMPED ---LEE-ET
 CX1923'1960---.
 CX1923'
 CX1923'NO MENTION OF REFERENCE MARKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0773 ***********************************************************************
 EQ0773  DESIGNATION -  LEMITAR
 EQ0773  PID         -  EQ0773
 EQ0773  STATE/COUNTY-  NM/SOCORRO
 EQ0773  USGS QUAD   -  LEMITAR (1971)
 EQ0773
 EQ0773                         *CURRENT SURVEY CONTROL
 EQ0773  ___________________________________________________________________
 EQ0773* NAD 83(1992)-  34 08 49.35796(N)    106 54 28.11805(W)     ADJUSTED  
 EQ0773* NAVD 88     -      1418.81   (+/-2cm)    4654.9    (feet)  VERTCON   
 EQ0773  ___________________________________________________________________
 EQ0773  LAPLACE CORR-          -0.80  (seconds)                    DEFLEC99
 EQ0773  GEOID HEIGHT-         -22.02  (meters)                     GEOID03
 EQ0773
 EQ0773  HORZ ORDER  -  SECOND
 EQ0773  VERT ORDER  -  THIRD ? (See Below)
 EQ0773
 EQ0773.The horizontal coordinates were established by classical geodetic methods
 EQ0773.and adjusted by the National Geodetic Survey in December 1993..
 EQ0773
 EQ0773.The NAVD 88 height was computed by applying the VERTCON shift value to
 EQ0773.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EQ0773.The vertical order pertains to the NGVD 29 superseded value.
 EQ0773
 EQ0773.The Laplace correction was computed from DEFLEC99 derived deflections.
 EQ0773
 EQ0773.The geoid height was determined by GEOID03.
 EQ0773
 EQ0773;                    North         East     Units Scale Factor Converg.
 EQ0773;SPC NM C     -   349,158.342   439,338.796   MT  0.99994535   -0 22 09.3
 EQ0773;SPC NM C     - 1,145,530.33  1,441,397.37   sFT  0.99994535   -0 22 09.3
 EQ0773;UTM  13      - 3,780,104.212   324,109.866   MT  0.99998137   -1 04 16.2
 EQ0773
 EQ0773!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EQ0773!SPC NM C     -   0.99978078  x   0.99994535  =   0.99972614
 EQ0773!UTM  13      -   0.99978078  x   0.99998137  =   0.99976215
 EQ0773
 EQ0773|---------------------------------------------------------------------|
 EQ0773| PID    Reference Object                     Distance      Geod. Az  |
 EQ0773|                                                           dddmmss.s |
 EQ0773| EQ0774 R 971.6 3 T                          19.618 METERS 00117     |
 EQ0773| CD3102 LEMITAR RM 1                         17.131 METERS 09158     |
 EQ0773| CD3101 LEMITAR AZ MK                                      1644347.9 |
 EQ0773| EQ0750 SOCORRO                             APPROX. 9.8 KM 2112155.7 |
 EQ0773|---------------------------------------------------------------------|
 EQ0773
 EQ0773                          SUPERSEDED SURVEY CONTROL
 EQ0773
 EQ0773  NAD 83(1986)-  34 08 49.36444(N)    106 54 28.11942(W) AD(       ) 2
 EQ0773  NAD 27      -  34 08 49.12230(N)    106 54 26.01160(W) AD(       ) 2
 EQ0773  NGVD 29 (07/19/86) 1418.06   (m)         4652.4    (f) LEVELING    3  
 EQ0773
 EQ0773.Superseded values are not recommended for survey control.
 EQ0773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0773.See file dsdata.txt to determine how the superseded data were derived.
 EQ0773
 EQ0773_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT2411080104(NAD 83)
 EQ0773_MARKER: DS = TRIANGULATION STATION DISK
 EQ0773_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EQ0773
 EQ0773  HISTORY     - Date     Condition        Report By
 EQ0773  HISTORY     - 1954     MONUMENTED       CGS
 EQ0773  HISTORY     - 1962     GOOD             THOMAS
 EQ0773  HISTORY     - 1973     GOOD             NGS
 EQ0773  HISTORY     - 19860424 MARK NOT FOUND   LOCSUR
 EQ0773
 EQ0773                          STATION DESCRIPTION
 EQ0773
 EQ0773'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (WRH)
 EQ0773'THE STATION IS LOCATED ALONG THE WEST RIGHT-OF-WAY OF THE OLD
 EQ0773'U.S. HIGHWAY 85.  IT IS ABOUT 6 MILES AIRLINE NORTH OF SOCORRO,
 EQ0773'ABOUT 1 MILE AIRLINE SOUTH OF LEMITAR, ABOUT 3 MILES AIRLINE
 EQ0773'NORTH OF ESCONDIDA, AND ABOUT 1/2 MILE AIRLINE EAST OF U.S.
 EQ0773'HIGHWAY 85.
 EQ0773'
 EQ0773'THE STATION IS A STANDARD DISK STAMPED LEMITAR 1954 AND SET IN
 EQ0773'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 2
 EQ0773'INCHES.  IT IS 24 FEET WEST OF THE CENTER LINE OF THE ROAD,
 EQ0773'4 FEET EAST OF A WIRE FENCE, AND 10 FEET NORTHWEST OF A WITNESS
 EQ0773'POST.
 EQ0773'
 EQ0773'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED LEMITAR
 EQ0773'NO 1 1954 AND SET IN THE TOP OF A 12-INCH SQUARE CONCRETE
 EQ0773'MONUMENT THAT PROJECTS 6 INCHES.  IT IS 32 FEET EAST OF THE
 EQ0773'CENTER LINE OF THE ROAD, 11 FEET SOUTH OF THE CENTER LINE OF
 EQ0773'A TRACK ROAD, AND ABOUT 1 FOOT LOWER THAN THE STATION.
 EQ0773'
 EQ0773'R 971.6 3T (USBR) WILL SERVE AS THE REFERENCE MARK NUMBER
 EQ0773'TWO.  IT IS A STANDARD USBR DISK SET IN THE TOP OF A PRECAST
 EQ0773'CONCRETE POST THAT IS 6 INCHES IN DIAMETER AND PROJECTS 6
 EQ0773'INCHES.  IT IS 29 FEET WEST OF THE CENTER LINE OF THE ROAD, 1
 EQ0773'FOOT EAST OF THE WIRE FENCE, AND ABOUT 1-1/2 FEET HIGHER THAN
 EQ0773'THE STATION.  THE DISK IS STAMPED R 971.6 3T.
 EQ0773'
 EQ0773'THE AZIMUTH MARK IS A STANDARD DISK STAMPED LEMITAR 1954 AND
 EQ0773'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 EQ0773'PROJECTS 3 INCHES.  IT IS 25 FEET WEST OF THE CENTER LINE OF THE
 EQ0773'ROAD, 1-1/2 FEET EAST OF A WIRE FENCE, AND ABOUT 75 YARDS
 EQ0773'SOUTH-SOUTHWEST OF A FARM HOUSE.  TO REACH THE MARK FROM THE
 EQ0773'STATION GO SOUTHERLY ON THE ROAD FOR 0.6 MILE TO THE MARK ON
 EQ0773'THE RIGHT.
 EQ0773'
 EQ0773'TO REACH THE STATION FROM THE CROSS ROADS AND THE TWO STORES IN
 EQ0773'LEMITAR GO SOUTH ON THE GRAVELED ROAD FOR 0.9 MILE TO THE STATION
 EQ0773'ON THE RIGHT.
 EQ0773'
 EQ0773'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 EQ0773
 EQ0773                          STATION RECOVERY (1962)
 EQ0773
 EQ0773'RECOVERY NOTE BY THOMAS ENG AND SURV 1962
 EQ0773'STATION AND REFERENCE MARK 1 WERE FOUND UNDISTURBED.  THE
 EQ0773'AZIMUTH WAS NOT FOUND.  SOCORRO ELECTRIC COOP RADIO
 EQ0773'MAST 1954 IS VISIBLE FROM THE GROUND.
 EQ0773
 EQ0773                          STATION RECOVERY (1973)
 EQ0773
 EQ0773'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CWW)
 EQ0773'THE STATION MARK AND REFERENCE MARK 1 WERE RECOVERED
 EQ0773'AS DESCRIBED AND IN GOOD CONDITION.  REFERENCE MARK 2 AND THE
 EQ0773'AZIMUTH MARK WERE NOT SEARCHED FOR.
 EQ0773'
 EQ0773'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 EQ0773'6 MILES N OF SOCORRO.
 EQ0773
 EQ0773                          STATION RECOVERY (1986)
 EQ0773
 EQ0773'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1986 (JH)
 EQ0773'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1556 ***********************************************************************
 CX1556  DESIGNATION -  LEON
 CX1556  PID         -  CX1556
 CX1556  STATE/COUNTY-  NM/OTERO
 CX1556  USGS QUAD   -  NEWMAN NE (1955)
 CX1556
 CX1556                         *CURRENT SURVEY CONTROL
 CX1556  ___________________________________________________________________
 CX1556* NAD 83(1992)-  32 12 25.65456(N)    106 19 30.91644(W)     ADJUSTED  
 CX1556* NAVD 88     -      1229.5    (meters)    4034.     (feet)  VERTCON   
 CX1556  ___________________________________________________________________
 CX1556  LAPLACE CORR-           2.63  (seconds)                    DEFLEC99
 CX1556  GEOID HEIGHT-         -23.76  (meters)                     GEOID03
 CX1556
 CX1556  HORZ ORDER  -  FIRST
 CX1556
 CX1556.The horizontal coordinates were established by classical geodetic methods
 CX1556.and adjusted by the National Geodetic Survey in December 1993..
 CX1556
 CX1556.The NAVD 88 height was computed by applying the VERTCON shift value to
 CX1556.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CX1556
 CX1556.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1556
 CX1556.The geoid height was determined by GEOID03.
 CX1556
 CX1556;                    North         East     Units Scale Factor Converg.
 CX1556;SPC NM C     -   133,835.156   492,905.700   MT  0.99990062   -0 02 24.4
 CX1556;SPC NM C     -   439,090.84  1,617,141.45   sFT  0.99990062   -0 02 24.4
 CX1556;UTM  13      - 3,564,164.414   375,099.996   MT  0.99979238   -0 42 23.1
 CX1556
 CX1556!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1556!SPC NM C     -   0.99981072  x   0.99990062  =   0.99971136
 CX1556!UTM  13      -   0.99981072  x   0.99979238  =   0.99960314
 CX1556
 CX1556|---------------------------------------------------------------------|
 CX1556| PID    Reference Object                     Distance      Geod. Az  |
 CX1556|                                                           dddmmss.s |
 CX1556| CC6829 LEON RM 1                            24.130 METERS 09158     |
 CX1556| CX1641 MILL                                APPROX.17.2 KM 3110434.8 |
 CX1556| CC6830 LEON RM 2                            18.262 METERS 35022     |
 CX1556|---------------------------------------------------------------------|
 CX1556
 CX1556                          SUPERSEDED SURVEY CONTROL
 CX1556
 CX1556  NAD 83(1986)-  32 12 25.65989(N)    106 19 30.91364(W) AD(       ) 1
 CX1556  NAD 27      -  32 12 25.30079(N)    106 19 28.96146(W) AD(       ) 1
 CX1556  NGVD 29 (07/19/86) 1228.9    (m)         4032.     (f) VERT ANG       
 CX1556
 CX1556.Superseded values are not recommended for survey control.
 CX1556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1556.See file dsdata.txt to determine how the superseded data were derived.
 CX1556
 CX1556_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR7510064164(NAD 83)
 CX1556_MARKER: DS = TRIANGULATION STATION DISK
 CX1556_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX1556_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CX1556
 CX1556  HISTORY     - Date     Condition        Report By
 CX1556  HISTORY     - 1968     MONUMENTED       CGS
 CX1556
 CX1556                          STATION DESCRIPTION
 CX1556
 CX1556'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JCC)
 CX1556'THE STATION IS LOCATED ABOUT 15 MILES SOUTHEAST OF THE WHITE SANDS
 CX1556'MISSILE RANGE HEADQUARTERS BUILDING, 11 MILES NORTHEAST OF DONA ANA
 CX1556'RANGE CAMP AND ON PROPERTY OWNED BY THE U.S. ARMY.
 CX1556'
 CX1556'TO REACH THE STATION FROM THE WHITE SANDS MISSILE RANGE HEADQUARTERS
 CX1556'BUILDING GO SOUTH AND SOUTHEAST ON HEADQUARTERS AVENUE FOR 3.9 MILES
 CX1556'TO AN M.P. CHECK POINT.  PASS THROUGH THE CHECK POINT AND CONTINUE
 CX1556'SOUTHEASTERLY ON WSMR ROUTE 1 FOR 9.5 MILES TO A SIDE ROAD ON THE
 CX1556'LEFT.  TURN LEFT AND GO EAST ON A DIRT ROAD FOR 3.8 MILES TO A
 CX1556'FORK.  TAKE THE RIGHT FORK AND GO SOUTHERLY ON THE DIRT ROAD FOR
 CX1556'1.7 MILES TO THE STATION ON THE LEFT AS DESCRIBED.
 CX1556'
 CX1556'THE STATION MARK, A STANDARD DISK STAMPED LEON 1968, IS SET IN A
 CX1556'ROUND CONCRETE MONUMENT WHICH IS FLUSH WITH THE SURFACE OF THE
 CX1556'GROUND.  IT IS 52 FEET EAST OF THE CENTER OF THE DIRT ROAD, 11.5
 CX1556'FEET NORTHEAST OF A STANDARD METAL WITNESS POST AND NEAR THE CENTER
 CX1556'OF A SAND DUNE WHICH IS ABOUT 10 FEET HIGHER THAN THE ROAD SURFACE.
 CX1556'THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 4 FEET
 CX1556'BELOW THE SURFACE OF THE GROUND.
 CX1556'
 CX1556'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED LEON NO 1 1968, IS SET
 CX1556'IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 5 INCHES.  IT IS ABOUT
 CX1556'5 FEET LOWER THAN THE STATION.
 CX1556'
 CX1556'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED LEON NO 2 1968, IS SET
 CX1556'IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 5 INCHES.  IT IS 62 FEET
 CX1556'EAST OF THE CENTER OF THE DIRT ROAD AND IS ABOUT 4 FEET LOWER THAN
 CX1556'THE STATION.
 CX1556'
 CX1556'NOTE--AN AZIMUTH MARK WAS NOT ESTABLISHED FOR THIS STATION.
 CX1556'
 CX1556'HEIGHT OF LIGHT ABOVE STATION MARK 4.60 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1664 ***********************************************************************
 FO1664  DESIGNATION -  LEON
 FO1664  PID         -  FO1664
 FO1664  STATE/COUNTY-  NM/MCKINLEY
 FO1664  USGS QUAD   -  EL DADO (1961)
 FO1664
 FO1664                         *CURRENT SURVEY CONTROL
 FO1664  ___________________________________________________________________
 FO1664* NAD 83(1992)-  35 33 23.36932(N)    107 36 22.02335(W)     ADJUSTED  
 FO1664* NAVD 88     -      2046.1    (meters)    6713.     (feet)  VERTCON   
 FO1664  ___________________________________________________________________
 FO1664  LAPLACE CORR-           0.61  (seconds)                    DEFLEC99
 FO1664  GEOID HEIGHT-         -20.54  (meters)                     GEOID03
 FO1664
 FO1664  HORZ ORDER  -  THIRD
 FO1664
 FO1664.The horizontal coordinates were established by classical geodetic methods
 FO1664.and adjusted by the National Geodetic Survey in December 1993..
 FO1664
 FO1664.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1664.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1664
 FO1664.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1664
 FO1664.The geoid height was determined by GEOID03.
 FO1664
 FO1664;                    North         East     Units Scale Factor Converg.
 FO1664;SPC NM W     -   505,340.543   850,599.003   MT  0.99992189   +0 07 55.7
 FO1664;SPC NM W     - 1,657,938.10  2,790,673.56   sFT  0.99992189   +0 07 55.7
 FO1664;UTM  13      - 3,937,883.935   263,782.129   MT  1.00028767   -1 30 58.2
 FO1664
 FO1664!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1664!SPC NM W     -   0.99968218  x   0.99992189  =   0.99960410
 FO1664!UTM  13      -   0.99968218  x   1.00028767  =   0.99996976
 FO1664
 FO1664|---------------------------------------------------------------------|
 FO1664| PID    Reference Object                     Distance      Geod. Az  |
 FO1664|                                                           dddmmss.s |
 FO1664| CD4485 LEON RM 1                            14.390 METERS 10405     |
 FO1664| FO1610 CERRO ALESNA CAIRN                  APPROX.10.7 KM 1590501.2 |
 FO1664| CD4486 LEON RM 2                            17.316 METERS 19522     |
 FO1664| CD4484 LEON AZ MK                                         2192833.9 |
 FO1664|---------------------------------------------------------------------|
 FO1664
 FO1664                          SUPERSEDED SURVEY CONTROL
 FO1664
 FO1664  NAD 83(1986)-  35 33 23.36983(N)    107 36 22.02548(W) AD(       ) 3
 FO1664  NAD 27      -  35 33 23.27330(N)    107 36 19.83490(W) AD(       ) 3
 FO1664  NGVD 29 (07/19/86) 2045.0    (m)         6709.     (f) VERT ANG       
 FO1664
 FO1664.Superseded values are not recommended for survey control.
 FO1664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1664.See file dsdata.txt to determine how the superseded data were derived.
 FO1664
 FO1664_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBV6378237884(NAD 83)
 FO1664_MARKER: DS = TRIANGULATION STATION DISK
 FO1664_SETTING: 66 = SET IN ROCK OUTCROP
 FO1664
 FO1664  HISTORY     - Date     Condition        Report By
 FO1664  HISTORY     - 1958     MONUMENTED       CGS
 FO1664
 FO1664                          STATION DESCRIPTION
 FO1664
 FO1664'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RLE)
 FO1664'STATION IS LOCATED ABOUT 15 MILES NORTH NORTHEAST OF SAN MATEO,
 FO1664'THREE MILES NORTH OF FOUR CORNER RANCH OF THE MARTINEZ COMPANY
 FO1664'AND 1 MILE SOUTH OF LAGUNA LEON WELL ON A SMALL KNOLL ABOUT
 FO1664'150 YARDS EAST OF A GRADED ROAD.  IT IS ON THE HIGHEST POINT
 FO1664'OF THE KNOLL IN AN IRREGULAR SHAPED BOULDER WHICH PROJECTS
 FO1664'ABOUT 3 INCHES AND 6 FEET SOUTHEAST OF A WITNESS POST.  IT IS
 FO1664'A STANDARD DISC SET IN A DRILL HOLE AND IS STAMPED LEON 1958.
 FO1664'
 FO1664'REFERENCE MARK NO. 1 IS A STANDARD DISC SET IN A DRILL HOLE
 FO1664'IN AN IRREGULAR SHAPED BOULDER WHICH PROJECTS ABOUT 3 INCHES.
 FO1664'IT IS ON THE NORTHEAST SLOPE OF THE KNOLL ABOUT 5 FEET LOWER
 FO1664'THAN THE STATION AND IS STAMPED LEON NO 1 1958.
 FO1664'
 FO1664'REFERENCE MARK NO. 2 IS A STANDARD DISC SET IN A DRILL HOLE IN
 FO1664'A LARGE BOULDER WHICH PROJECTS ABOUT 4 INCHES.  IT IS ON THE
 FO1664'SOUTH SLOPE OF THE KNOLL ABOUT 4 FEET LOWER THAN THE STATION
 FO1664'AND IS STAMPED LEON NO 2 1958.
 FO1664'
 FO1664'AZIMUTH MARK IS 10 FEET EAST OF THE CENTER OF A BLADED ROAD AND
 FO1664'3 FEET NORTH OF A WITNESS POST.  IT IS A STANDARD DISC SET IN
 FO1664'AN IRREGULAR SHAPED BOULDER WHICH PROJECTS 2 INCHES AND IS
 FO1664'STAMPED LEON 1958.
 FO1664'
 FO1664'TO REACH FROM THE SCHOOL HOUSE IN THE NORTHERN PART OF SAN
 FO1664'MATEO GO NORTH FOR 0.3 MILE TO A T ROAD RIGHT, CONTINUE
 FO1664'STRAIGHT AHEAD, NORTH, THEN WEST FOR 2.4 MILES TO A CROSS
 FO1664'ROAD, TURN RIGHT AND GO 1.2 MILES TO A CATTLE GUARD, CROSS
 FO1664'AND GO 1.0 MILE TO A T JUNCTION AT THE EAST END OF AN EARTHEN
 FO1664'DAM, TURN LEFT AND GO 2.3 MILES TO A TRIPPLE FORK, TAKE THE
 FO1664'EXTREME LEFT FORK AND GO 0.4 MILES TO A CATTLE GUARD, CROSS
 FO1664'AND GO 3.1 MILES TO A FORK, TAKE RIGHT FORK AND GO 0.2 MILE
 FO1664'TO A GATE, PASS THROUGH AND GO 1.3 MILE TO ANOTHER GATE,
 FO1664'PASS THROUGH AND GO 1.5 MILE TO THE FOUR CORNER RANCH, PASS
 FO1664'THROUGH A GATE TO THE EAST OF THE HOUSE AND GO NORTH ON
 FO1664'BLADED ROAD FOR 1.5 MILE TO THE AZIMUTH MARK ON THE RIGHT AS
 FO1664'DESCRIBED, CONTINUE NORTH FOR 1.2 MILES THEN LEAVE ROAD TO THE
 FO1664'EAST AND GO ABOUT 150 YARDS TO TOP OF SMALL KNOLL AND STATION
 FO1664'AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0592 ***********************************************************************
 EP0592  DESIGNATION -  LEON
 EP0592  PID         -  EP0592
 EP0592  STATE/COUNTY-  NM/GUADALUPE
 EP0592  USGS QUAD   -  MESA LEON (1978)
 EP0592
 EP0592                         *CURRENT SURVEY CONTROL
 EP0592  ___________________________________________________________________
 EP0592* NAD 83(1992)-  34 43 24.47656(N)    105 11 40.08183(W)     ADJUSTED  
 EP0592* NAVD 88     -      1933.     (meters)    6342.     (feet)  SCALED    
 EP0592  ___________________________________________________________________
 EP0592  LAPLACE CORR-          -5.96  (seconds)                    DEFLEC99
 EP0592  GEOID HEIGHT-         -20.70  (meters)                     GEOID03
 EP0592
 EP0592  HORZ ORDER  -  FIRST
 EP0592
 EP0592.The horizontal coordinates were established by classical geodetic methods
 EP0592.and adjusted by the National Geodetic Survey in December 1993..
 EP0592
 EP0592.The orthometric height was scaled from a topographic map.
 EP0592
 EP0592.The Laplace correction was computed from DEFLEC99 derived deflections.
 EP0592
 EP0592.The geoid height was determined by GEOID03.
 EP0592
 EP0592;                    North         East     Units Scale Factor Converg.
 EP0592;SPC NM E     -   413,240.482    86,131.234   MT  0.99998573   -0 29 25.9
 EP0592;SPC NM E     - 1,355,773.15    282,582.22   sFT  0.99998573   -0 29 25.9
 EP0592;SPC NM C     -   413,406.376   596,672.977   MT  1.00001515   +0 36 04.7
 EP0592;SPC NM C     - 1,356,317.42  1,957,584.59   sFT  1.00001515   +0 36 04.7
 EP0592;UTM  13      - 3,842,394.374   482,195.043   MT  0.99960391   -0 06 38.8
 EP0592
 EP0592!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EP0592!SPC NM E     -   0.99969995  x   0.99998573  =   0.99968568
 EP0592!SPC NM C     -   0.99969995  x   1.00001515  =   0.99971509
 EP0592!UTM  13      -   0.99969995  x   0.99960391  =   0.99930398
 EP0592
 EP0592|---------------------------------------------------------------------|
 EP0592| PID    Reference Object                     Distance      Geod. Az  |
 EP0592|                                                           dddmmss.s |
 EP0592| CJ7707 LEON RM 3                            11.999 METERS 05652     |
 EP0592| CJ7705 LEON RM 1                            13.073 METERS 15826     |
 EP0592| EP0589 VAUGHN WATER TANK                   APPROX.14.2 KM 1812309.0 |
 EP0592| EP0590 VAUGHN HIGH SCHOOL CHIMNEY          APPROX.14.0 KM 1840158.9 |
 EP0592| EP0591 VAUGHN CATHOLIC CHURCH CROSS        APPROX.13.6 KM 1851454.9 |
 EP0592| CJ7703 LEON AZ MK                                         2203822.1 |
 EP0592| CJ7704 LEON AZ MK 2                                       2492109.7 |
 EP0592| CJ7706 LEON RM 2                            14.975 METERS 25554     |
 EP0592|---------------------------------------------------------------------|
 EP0592
 EP0592                          SUPERSEDED SURVEY CONTROL
 EP0592
 EP0592  NAD 83(1986)-  34 43 24.48297(N)    105 11 40.08072(W) AD(       ) 1
 EP0592  NAD 27      -  34 43 24.25300(N)    105 11 38.08000(W) AD(       ) 1
 EP0592
 EP0592.Superseded values are not recommended for survey control.
 EP0592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EP0592.See file dsdata.txt to determine how the superseded data were derived.
 EP0592
 EP0592_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDU8219542394(NAD 83)
 EP0592_MARKER: DS = TRIANGULATION STATION DISK
 EP0592_SETTING: 66 = SET IN ROCK OUTCROP
 EP0592
 EP0592  HISTORY     - Date     Condition        Report By
 EP0592  HISTORY     - 1934     MONUMENTED       CGS
 EP0592  HISTORY     - 1948     GOOD             CGS
 EP0592  HISTORY     - 1963     GOOD             USAF
 EP0592  HISTORY     - 1972     SEE DESCRIPTION  NGS
 EP0592
 EP0592                          STATION DESCRIPTION
 EP0592
 EP0592'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 EP0592'ABOUT 8 MILES NORTH OF VAUGHN, AT THE NORTHEAST AND HIGHEST
 EP0592'PART OF LEON MESA WHICH IS COVERED WITH SMALL CEDAR AND PINE
 EP0592'TREES AND IS PLAINLY VISIBLE FROM VAUGHN, NORTH OF AN EAST-AND-WEST
 EP0592'FENCE, 1/4 MILE WEST OF A NORTH-AND-SOUTH FENCE, 22.5 FEET
 EP0592'SOUTH OF A 6-INCH PINE TREE MARKED WITH TWO SQUARE AND ONE
 EP0592'TRIANGULAR BLAZES, AND 30.0 FEET WEST OF A 10-INCH PINE TREE
 EP0592'MARKED IN SAME MANNER.  DISTANCE BETWEEN TREES IS 27 FEET.
 EP0592'TO REACH FROM VAUGHN POST OFFICE, GO NORTH AND THEN WEST
 EP0592'0.4 MILE ON U.S. HIGHWAY 60, TURN RIGHT AND GO 0.15 MILE,
 EP0592'CROSS ATCHISON, TOPEKA AND SANTA FE RAILWAY TRACKS AND GO
 EP0592'EAST 0.45 MILE, CROSS SOUTHERN PACIFIC RAILROAD TRACKS, TURN
 EP0592'LEFT AND GO 0.4 MILE, TURN RIGHT AND FOLLOW ROAD ON FILL ON
 EP0592'THE WEST SIDE OF HILLS 0.4 MILE, FOLLOW RIGHT FORK NORTH
 EP0592'7.95 MILES, FOLLOW LEFT FORK 0.4 MILE, FOLLOW RIGHT FORK
 EP0592'NORTHEAST 0.7 MILE, PASS THROUGH A GATE AND FOLLOW LEFT
 EP0592'FORK 0.25 MILE, FOLLOW LEFT FORK 0.15 MILE, FOLLOW LEFT
 EP0592'FORK 0.15 MILE, FOLLOW RIGHT FORK 0.35 MILE TO AN EAST-WEST
 EP0592'FENCE, LEAVE ROAD AND GO NORTHEAST 0.25 MILE TO HIGH
 EP0592'GROUND AND THE STATION.  THE STATION, AZIMUTH, AND
 EP0592'REFERENCE MARKS ARE STANDARD DISKS SET IN BEDROCK.
 EP0592'REFERENCE MARK NO. 1 IS 42.90 FEET FROM
 EP0592'STATION, AND NO. 2 IS 49.16
 EP0592'FEET FROM STATION.  THE AZIMUTH
 EP0592'MARK IS 25 FEET NORTHEAST OF A 6-INCH PINE MARKED WITH A
 EP0592'SQUARE BLAZE, AND 0.25 MILE FROM STATION.
 EP0592
 EP0592                          STATION RECOVERY (1948)
 EP0592
 EP0592'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (DHK)
 EP0592'STATION AND ALL MARKS FOUND AS DESCRIBED AND IN GOOD CONDITION,
 EP0592'WITH THE EXCEPTIONS THAT THE AZIMUTH MARK COULD NOT BE FOUND
 EP0592'AND THE DESCRIPTION TO REACH WAS INACCURATE DUE TO ROAD CHANGES.
 EP0592'A NEW AND CORRECT DESCRIPTION IS FOUND BELOW.  A NEW AZIMUTH
 EP0592'AND R.M. NO. 3 WERE SET.
 EP0592'
 EP0592'STATION IS LOCATED AT THE NORTHEAST AND HIGHEST PART OF LEON
 EP0592'MESA WHICH IS COVERED WITH SMALL CEDAR AND PINE TREES, ABOUT
 EP0592'8 MILES AIRLINE NORTH OF VAUGHN, ABOUT 0.25 MILE WEST OF A
 EP0592'NORTH - SOUTH FENCE, 100 YARDS NORTH OF AN EAST - WEST FENCE,
 EP0592'30 FEET WEST OF A 12 INCH PINE TREE MARKED WITH TWO SQUARE
 EP0592'AND ONE TRIANGLE BLAZE, 22.5 FEET SOUTH OF A 8 INCH PINE TREE
 EP0592'MARKED IN SAME MANNER, 8 FEET NORTH OF A WHITE WITNESS POST,
 EP0592'SET FLUSH WITH GROUND, AND STAMPED,
 EP0592'LEON 1934.
 EP0592'
 EP0592'REFERENCE MARK NO. 1 IS APPROXIMATELY THE SAME ELEVATION AS
 EP0592'STATION, SET FLUSH WITH GROUND,
 EP0592'AND STAMPED, LEON NO 1 1934.
 EP0592'
 EP0592'REFERENCE MARK NO. 2 IS APPROXIMATELY THE SAME ELEVATION AS
 EP0592'STATION, SET FLUSH WITH GROUND, AND
 EP0592'STAMPED, LEON NO 2 1934.
 EP0592'
 EP0592'REFERENCE MARK NO. 3 IS APPROXIMATELY THE SAME ELEVATION AS
 EP0592'STATION, SET FLUSH WITH GROUND,
 EP0592'AND STAMPED, LEON NO 3 1948.
 EP0592'
 EP0592'AZIMUTH MARK IS LOCATED APPROXIMATELY 100 YARDS SOUTH OF AN
 EP0592'EAST - WEST FENCE, 15 FEET EAST OF A PINE TREE TO WHICH A
 EP0592'1 X 4 BOARD AND SIGNAL CLOTH IS NAILED, 9 FEET SOUTHEAST OF
 EP0592'A WHITE WITNESS POST, SET FLUSH WITH GROUND,
 EP0592'AND STAMPED.  LEON 1948.
 EP0592'
 EP0592'TO REACH FROM POST OFFICE IN VAUGHN, GO NORTH, THEN WEST FOR
 EP0592'0.4 MILE TO FORKS.  TAKE RIGHT FORK AND GO 0.15 MILE TO ATCHISON,
 EP0592'TOPEKA, AND SANTA FE RAILWAY TRACKS (3 TRACKS) AND FORKS.
 EP0592'TAKE RIGHT FORK AND GO 0.3 MILE TO SOUTHERN PACIFIC RAILWAY
 EP0592'TRACK.  CROSS TRACK AND TURN LEFT ON MAIN TRAVELED ROAD AND
 EP0592'GO 0.85 MILE TO FORKS.  TAKE RIGHT FORK, MAIN TRAVELED ROAD,
 EP0592'AND GO 1.15 MILE TO CATTLE GUARD--CONTINUE STRAIGHT AHEAD
 EP0592'ON MAIN TRAVELED ROAD FOR 4.0 MILES TO ANOTHER CATTLE GUARD
 EP0592'AND FORKS.  TAKE RIGHT FORK, STRAIGHT AHEAD, AND GO 0.35 MILE
 EP0592'TO ROAD RIGHT.  CONTINUE STRAIGHT AHEAD FOR 0.15 MILE TO
 EP0592'GATE IN FENCE.  CONTINUE STRAIGHT AHEAD FOR 1.5 MILE TO DIRT
 EP0592'RESERVOIR AND DIM FORKS.  TAKE RIGHT FORK UP VALLEY TO
 EP0592'WHERE ROAD GOES UP HILL--GO UP HILL AND TO SOUTH FOR SHORT
 EP0592'DISTANCE, THENCE PICK WAY TO NORTHEAST FOR A TOTAL DISTANCE
 EP0592'OF 1.4 MILE (TRACK ROAD APPEARS AT TIMES, BUT IS VERY
 EP0592'DIM) TO AZIMUTH MARK AS DESCRIBED ABOVE--CONTINUE IN
 EP0592'NORTHEASTERLY DIRECTION FOR 0.3 MILE TO FENCE.  PASS
 EP0592'THROUGH FENCE AND PICK WAY NORTHEAST FOR 0.2 MILE TO HIGHEST
 EP0592'POINT AND STATION AS DESCRIBED ABOVE.  A DRIVE STATION.
 EP0592'
 EP0592'OBSERVATIONS MADE FROM A 4.9 METER TRIPOD.
 EP0592
 EP0592                          STATION RECOVERY (1963)
 EP0592
 EP0592'RECOVERY NOTE BY US AIR FORCE 1963
 EP0592'STATION IN GOOD CONDITION.  DESCRIPTION ADEQUATE.
 EP0592
 EP0592                          STATION RECOVERY (1972)
 EP0592
 EP0592'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (IGT)
 EP0592'THE STATION WAS NOT OCCUPIED THUS DISTANCES AND DIRECTIONS TO
 EP0592'REFERENCE MARKS AND AZIMUTH MARK NOT OBSERVED.
 EP0592'
 EP0592'THE STATION IS LOCATED NORTH 6 DEGREES EAST, ABOUT 8 MILES
 EP0592'AIRLINE FROM VAUGHN, NEW MEXICO, ON HIGHEST PART OF CEDAR-COVERED
 EP0592'LEON MESA NEAR SOUTH QUARTER CORNER OF SECTION 12, TOWNSHIP
 EP0592'6 NORTH, RANGE 16 EAST.
 EP0592'
 EP0592'TO REACH FROM VAUGHN, GO 0.5 MILE NORTH AND WEST ON DIRT
 EP0592'STREETS TO A T-ROAD NORTH, TURN RIGHT AND GO 0.5 MILE NORTH AND
 EP0592'EAST ACROSS THE ATCHISON, TOPEKA, AND SANTA FE RAILWAY TRACKS
 EP0592'AND SOUTHERN PACIFIC RAILWAY TRACKS TO ROAD FORKS, TURN LEFT
 EP0592'AND GO 6.4 MILES NORTH ON GRADED ROAD TO LOCKED GATE, CONTINUE
 EP0592'2.2 MILES NORTH TO TRACK ROAD RIGHT, TURN RIGHT AND GO 1.7
 EP0592'MILES EAST ON TRACK ROAD UP MESA, LEAVE ROAD AND GO 0.3 MILE
 EP0592'SOUTH ACROSS COUNTRY TO STATION SITE 8 FEET NORTH OF WOODEN
 EP0592'WITNESS POST.
 EP0592'
 EP0592'THE STATION AND REFERENCE MARKS ARE USC AND GS BRONZE DISKS
 EP0592'SET IN BEDROCK FLUSH WITH THE GROUND.
 EP0592'
 EP0592'STATION MARK--TABLET STAMPED LEON 1934.
 EP0592'
 EP0592'REFERENCE MARK NO. 1--TABLET STAMPED LEON NO. 1 1934.
 EP0592'
 EP0592'REFERENCE MARK NO. 2--TABLET STAMPED LEON NO. 2 1934.
 EP0592'
 EP0592'REFERENCE MARK NO. 3--TABLET STAMPED LEON NO. 3 1934.
 EP0592'
 EP0592'AZIMUTH MARK WAS NOT SEARCHED FOR.
 EP0592'
 EP0592'NO STATIONS ARE VISIBLE FROM THE GROUND DUE TO CEDAR TREES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DQ0789 ***********************************************************************
 DQ0789  DESIGNATION -  LERA
 DQ0789  PID         -  DQ0789
 DQ0789  STATE/COUNTY-  NM/LEA
 DQ0789  USGS QUAD   -  MESCALERO POINT NE (1984)
 DQ0789
 DQ0789                         *CURRENT SURVEY CONTROL
 DQ0789  ___________________________________________________________________
 DQ0789* NAD 83(1992)-  33 22 48.51689(N)    103 45 59.12051(W)     ADJUSTED  
 DQ0789* NAVD 88     -      1367.4    (meters)    4486.     (feet)  VERTCON   
 DQ0789  ___________________________________________________________________
 DQ0789  LAPLACE CORR-           2.56  (seconds)                    DEFLEC99
 DQ0789  GEOID HEIGHT-         -22.46  (meters)                     GEOID03
 DQ0789
 DQ0789  HORZ ORDER  -  FIRST
 DQ0789
 DQ0789.The horizontal coordinates were established by classical geodetic methods
 DQ0789.and adjusted by the National Geodetic Survey in December 1993..
 DQ0789
 DQ0789.The NAVD 88 height was computed by applying the VERTCON shift value to
 DQ0789.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DQ0789
 DQ0789.The Laplace correction was computed from DEFLEC99 derived deflections.
 DQ0789
 DQ0789.The geoid height was determined by GEOID03.
 DQ0789
 DQ0789;                    North         East     Units Scale Factor Converg.
 DQ0789;SPC NM E     -   264,054.207   217,746.839   MT  0.99994338   +0 18 42.9
 DQ0789;SPC NM E     -   866,317.84    714,391.09   sFT  0.99994338   +0 18 42.9
 DQ0789;UTM  13      - 3,694,110.646   614,742.505   MT  0.99976232   +0 40 43.6
 DQ0789
 DQ0789!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ0789!SPC NM E     -   0.99978889  x   0.99994338  =   0.99973228
 DQ0789!UTM  13      -   0.99978889  x   0.99976232  =   0.99955126
 DQ0789
 DQ0789|---------------------------------------------------------------------|
 DQ0789| PID    Reference Object                     Distance      Geod. Az  |
 DQ0789|                                                           dddmmss.s |
 DQ0789| CJ7708 LERA RM 1                            39.975 METERS 18007     |
 DQ0789| DQ0473 J 147                               APPROX. 0.9 KM 3341308.1 |
 DQ0789| CJ7709 LERA RM 2                            27.015 METERS 35954     |
 DQ0789|---------------------------------------------------------------------|
 DQ0789
 DQ0789                          SUPERSEDED SURVEY CONTROL
 DQ0789
 DQ0789  NAD 83(1986)-  33 22 48.52174(N)    103 45 59.11368(W) AD(       ) 1
 DQ0789  NAD 27      -  33 22 48.13500(N)    103 45 57.27600(W) AD(       ) 1
 DQ0789  NGVD 29 (07/19/86) 1366.9    (m)         4485.     (f) VERT ANG       
 DQ0789
 DQ0789.Superseded values are not recommended for survey control.
 DQ0789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ0789.See file dsdata.txt to determine how the superseded data were derived.
 DQ0789
 DQ0789_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFS1474394111(NAD 83)
 DQ0789_MARKER: DS = TRIANGULATION STATION DISK
 DQ0789_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ0789_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 DQ0789
 DQ0789  HISTORY     - Date     Condition        Report By
 DQ0789  HISTORY     - 1935     MONUMENTED       CGS
 DQ0789  HISTORY     - 1973     GOOD             USGS
 DQ0789  HISTORY     - 1980     GOOD             NGS
 DQ0789  HISTORY     - 1987     GOOD             AMOCO
 DQ0789
 DQ0789                          STATION DESCRIPTION
 DQ0789
 DQ0789'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 DQ0789'ABOUT 3-1/2 MILES WEST OF CAPROCK POST OFFICE, 2.0 MILES
 DQ0789'SOUTH OF U.S. HIGHWAY 380, 0.6 MILE SOUTH OF TWO WINDMILLS,
 DQ0789'0.4 MILE EAST OF A GRADED ROAD, 15 FEET WEST AND 10 FEET
 DQ0789'EAST OF RANCH ROADS, AND 6 INCHES WEST OF A FENCE LINE.  TO
 DQ0789'REACH FROM CAPROCK POST OFFICE GO WEST ON THE HIGHWAY FOR 2.4
 DQ0789'MILES TO A POINT WHICH IS ON THE DOWN GRADE THROUGH THE
 DQ0789'MESCALERO BREAKS, LEAVE THE HIGHWAY 30 YARDS EAST OF A WINDMILL
 DQ0789'ON THE NORTH SIDE OF THE ROAD, TAKE A GRADED ROAD UP GRADE,
 DQ0789'SOUTH, FOR 1.3 MILES PASSING ON THE EAST SIDE OF A STONE
 DQ0789'QUARRY AT 0.5 MILE, CROSS A WOODEN CATTLE GUARD AND GO
 DQ0789'SOUTH-SOUTHWEST ON THE SAME GRADED ROAD FOR 0.7 MILE (THERE IS
 DQ0789'A G.L.O. PIPE A FEW YARDS EAST OF THIS CATTLE GUARD, MARKING
 DQ0789'T. 10 AND 11 S., RS.  31 AND 32 E.), LEAVE THE GRADED ROAD, TURN
 DQ0789'LEFT, GO EAST ON A TRACK ROAD 0.25 MILE TO A WIRE GATE
 DQ0789'WITH IRON PIPES 200 YARDS SOUTH-SOUTHWEST OF TWIN
 DQ0789'WINDMILLS, TURN RIGHT AND GO SOUTH ON A DIM TRACK ROAD
 DQ0789'0.5 MILE ALONG THE WEST SIDE OF A FENCE LINE TO THE
 DQ0789'STATION.  THE SURFACE, UNDERGROUND, AND REFERENCE MARKS
 DQ0789'ARE STANDARD DISKS SET IN CONCRETE.
 DQ0789'REFERENCE MARK NO. 1 IS ONE FOOT WEST OF A
 DQ0789'FENCE LINE AND 131.14 FEET FROM THE STATION
 DQ0789'S 0 DEG 08 MIN W, AND NO. 2 IS 1 FOOT WEST OF A FENCE LINE
 DQ0789'AND 88.62 FEET FROM THE STATION N 0 DEG 07 MIN W.
 DQ0789'BENCH MARK J 147 (AZIMUTH MARK) SET IN CONCRETE, IS 58 FEET
 DQ0789'EAST OF THE CENTER LINE OF A BLADED ROAD AND 0.5 MILE FROM
 DQ0789'THE STATION N 25 DEG 47 MIN W.
 DQ0789
 DQ0789                          STATION RECOVERY (1973)
 DQ0789
 DQ0789'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973 (JCH)
 DQ0789'TO REACH FROM THE POST OFFICE AT CAPROCK, GO WEST ON U.S.
 DQ0789'380 FOR 2.4 MILES TO JCT. WITH NEW MEXICO NO. 172, THEN SOUTH
 DQ0789'ON 172 FOR TWO MILES TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE
 DQ0789'SOUTH 0.6 MI. TO THE ENTRANCE TO THE KSWS TOWERS, TURN HARD
 DQ0789'LEFT THROUGH A GATE AND DRIVE NORTH ALONG THE EAST SIDE OF
 DQ0789'THE ROW FENCE 0.4 MI. TO A PIPE LINE, TURN ESE ALONG THE
 DQ0789'NORTH SIDE OF THE PIPE LINE AND DRIVE SE 0.4 MI. TO A N-S FENCE
 DQ0789'STATION IS ABOUT 200 FEET NORTH ALONG FENCE LINE, WEST SIDE.
 DQ0789
 DQ0789                          STATION RECOVERY (1980)
 DQ0789
 DQ0789'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 DQ0789'STATION RECOVERED AND ALL MARKS ARE IN GOOD CONDITION.  DISTANCE AND
 DQ0789'DIRECTION TO REFERENCE MARKS COMPARED FAVORABLY WITH PREVIOUS DATA.
 DQ0789'
 DQ0789'STATION IS LOCATED ABOUT 4.25 MILES WEST OF CAPROCK, 2.5 MILES SOUTH
 DQ0789'OF U.S. HIGHWAY 380, 0.4 MILE EAST OF STATE HIGHWAY 172, 0.2 MILE
 DQ0789'NORTH-NORTHEAST OF A KSWS TV MAST.
 DQ0789'
 DQ0789'STATION IS REACHED FROM THE POST OFFICE AND STORE IN CAPROCK.  GO
 DQ0789'WEST ON U.S. HIGHWAY 380 FOR 2 MILES TO JUNCTION OF STATE HIGHWAY 172
 DQ0789'ON LEFT.  TURN LEFT AND PROCEED SOUTHERLY ON HIGHWAY 172 FOR 1.9 MILES
 DQ0789'TO BENCH MARK J147 AZIMUTH MARK ON LEFT, CONTINUE STRAIGHT AHEAD ON
 DQ0789'THE HIGHWAY FOR 0.65 MILE TO ROAD ENTRANCE TO THE KSWS TV INSTALLATION
 DQ0789'ON LEFT.  TURN LEFT ON ROAD FOR ABOUT 70 FEET TO A GATE ON LEFT IN
 DQ0789'FENCE, PASS THROUGH GATE THENCE RIGHT, EAST AND CONTINUE ALONG NORTH
 DQ0789'SIDE OF EAST-WEST FENCE FOR 0.4 MILE TO A FENCE CORNER.  TURN LEFT AND
 DQ0789'CONTINUE ALONG THE WEST SIDE OF NORTH-SOUTH FENCE FOR ABOUT 0.05 MILE
 DQ0789'TO STATION MARK ON RIGHT, AS DESCRIBED.
 DQ0789'
 DQ0789'STATION IS A STANDARD DISK, STAMPED---LERA 1935---, SET IN THE TOP OF
 DQ0789'A SQUARE CONCRETE MONUMENT PROJECTING ABOUT 6 INCHES, 1 FOOT WEST OF A
 DQ0789'NORTH-SOUTH FENCE, 1.9 FEET NORTH OF A METAL WITNESS POST.
 DQ0789'
 DQ0789'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED---LERA NO 1 1935---, SET
 DQ0789'IN THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTING ABOUT 2 INCHES, 1
 DQ0789'FOOT WEST OF THE NORTH-SOUTH FENCE.
 DQ0789'
 DQ0789'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED---LERA NO 2 1935---, SET
 DQ0789'IN THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTING ABOUT 8 INCHES, 1
 DQ0789'FOOT WEST OF THE NORTH-SOUTH FENCE.
 DQ0789'
 DQ0789'AZIMUTH MARK IS A STANDARD BENCH MARK DISK, STAMPED---J147 1935---,
 DQ0789'SET IN THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTING ABOUT 10
 DQ0789'INCHES, 60 FEET EAST OF CENTER OF STATE HIGHWAY 172, 15 FEET WEST OF
 DQ0789'A NORTH-SOUTH FENCE, 1.2 FEET SOUTH OF A METAL WITNESS POST.
 DQ0789
 DQ0789                          STATION RECOVERY (1987)
 DQ0789
 DQ0789'RECOVERY NOTE BY AMOCO OIL COMPANY 1987 (JLF)
 DQ0789'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0692 ***********************************************************************
 EQ0692  DESIGNATION -  LESTER WM
 EQ0692  PID         -  EQ0692
 EQ0692  STATE/COUNTY-  NM/TORRANCE
 EQ0692  USGS QUAD   -  MOUNTAINAIR (1986)
 EQ0692
 EQ0692                         *CURRENT SURVEY CONTROL
 EQ0692  ___________________________________________________________________
 EQ0692* NAD 83(1992)-  34 34 11.39424(N)    106 09 24.10173(W)     ADJUSTED  
 EQ0692* NAVD 88     -      1933.     (meters)    6342.     (feet)  SCALED    
 EQ0692  ___________________________________________________________________
 EQ0692  LAPLACE CORR-           1.37  (seconds)                    DEFLEC99
 EQ0692  GEOID HEIGHT-         -19.80  (meters)                     GEOID03
 EQ0692
 EQ0692  HORZ ORDER  -  THIRD
 EQ0692
 EQ0692.The horizontal coordinates were established by classical geodetic methods
 EQ0692.and adjusted by the National Geodetic Survey in December 1993..
 EQ0692
 EQ0692.The orthometric height was scaled from a topographic map.
 EQ0692
 EQ0692.The Laplace correction was computed from DEFLEC99 derived deflections.
 EQ0692
 EQ0692.The geoid height was determined by GEOID03.
 EQ0692
 EQ0692;                    North         East     Units Scale Factor Converg.
 EQ0692;SPC NM C     -   395,861.520   508,561.130   MT  0.99990090   +0 03 10.6
 EQ0692;SPC NM C     - 1,298,755.67  1,668,504.31   sFT  0.99990090   +0 03 10.6
 EQ0692;UTM  13      - 3,825,948.477   393,897.686   MT  0.99973876   -0 39 23.0
 EQ0692
 EQ0692!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EQ0692!SPC NM C     -   0.99969979  x   0.99990090  =   0.99960072
 EQ0692!UTM  13      -   0.99969979  x   0.99973876  =   0.99943863
 EQ0692
 EQ0692                          SUPERSEDED SURVEY CONTROL
 EQ0692
 EQ0692  NAD 83(1986)-  34 34 11.40127(N)    106 09 24.10104(W) AD(       ) 3
 EQ0692  NAD 27      -  34 34 11.15606(N)    106 09 22.03488(W) AD(       ) 3
 EQ0692
 EQ0692.Superseded values are not recommended for survey control.
 EQ0692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0692.See file dsdata.txt to determine how the superseded data were derived.
 EQ0692
 EQ0692_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU9389825948(NAD 83)
 EQ0692_MARKER: 66 = WINDMILL
 EQ0692
 EQ0692  HISTORY     - Date     Condition        Report By
 EQ0692  HISTORY     - 1954     FIRST OBSERVED   USGS
 EQ0692
 EQ0692                          STATION DESCRIPTION
 EQ0692
 EQ0692'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 EQ0692'STATION IS LOCATED ABOUT 6 MI. (AIRLINE) NE. OF MOUNTAINAIR, NEW
 EQ0692'MEXICO, AT THE W. EDGE OF SEC. 18, T 4 N, R 8 E, AND 62 FT. E. OF THE
 EQ0692'NE. CORNER OF A FARM HOUSE, THAT HAS A RED PYRAMID ROOF.  INTERSECTED
 EQ0692'FROM STATIONS AIR, PINTO, AND TAJIQUE NO. 2.
 EQ0692'
 EQ0692'STATION MARK--CENTER OF WINDMILL.
 EQ0692'
 EQ0692'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0904 ***********************************************************************
 EQ0904  DESIGNATION -  LEVEE
 EQ0904  PID         -  EQ0904
 EQ0904  STATE/COUNTY-  NM/BERNALILLO
 EQ0904  USGS QUAD   -  ISLETA (1991)
 EQ0904
 EQ0904                         *CURRENT SURVEY CONTROL
 EQ0904  ___________________________________________________________________
 EQ0904* NAD 83(1992)-  34 59 23.45337(N)    106 41 03.47548(W)     ADJUSTED  
 EQ0904* NAVD 88     -      1499.5    (meters)    4920.     (feet)  VERTCON   
 EQ0904  ___________________________________________________________________
 EQ0904  LAPLACE CORR-           4.44  (seconds)                    DEFLEC99
 EQ0904  GEOID HEIGHT-         -21.48  (meters)                     GEOID03
 EQ0904
 EQ0904  HORZ ORDER  -  FIRST
 EQ0904
 EQ0904.The horizontal coordinates were established by classical geodetic methods
 EQ0904.and adjusted by the National Geodetic Survey in December 1993..
 EQ0904
 EQ0904.The NAVD 88 height was computed by applying the VERTCON shift value to
 EQ0904.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EQ0904
 EQ0904.The Laplace correction was computed from DEFLEC99 derived deflections.
 EQ0904
 EQ0904.The geoid height was determined by GEOID03.
 EQ0904
 EQ0904;                    North         East     Units Scale Factor Converg.
 EQ0904;SPC NM C     -   442,534.245   460,352.601   MT  0.99991937   -0 14 56.6
 EQ0904;SPC NM C     - 1,451,881.10  1,510,340.16   sFT  0.99991937   -0 14 56.6
 EQ0904;UTM  13      - 3,873,213.121   346,278.328   MT  0.99989124   -0 57 57.7
 EQ0904
 EQ0904!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EQ0904!SPC NM C     -   0.99976805  x   0.99991937  =   0.99968744
 EQ0904!UTM  13      -   0.99976805  x   0.99989124  =   0.99965932
 EQ0904
 EQ0904|---------------------------------------------------------------------|
 EQ0904| PID    Reference Object                     Distance      Geod. Az  |
 EQ0904|                                                           dddmmss.s |
 EQ0904| CD3103 LEVEE RM 1                           23.447 METERS 02458     |
 EQ0904| EQ0890 FLUME                               APPROX. 5.2 KM 1981935.4 |
 EQ0904| CD3104 LEVEE RM 2                           23.731 METERS 19928     |
 EQ0904| FO1264 ALBUQUERQUE RAD KVOD N MAST         APPROX. 3.5 KM 3072141.7 |
 EQ0904|---------------------------------------------------------------------|
 EQ0904
 EQ0904                          SUPERSEDED SURVEY CONTROL
 EQ0904
 EQ0904  NAD 83(1986)-  34 59 23.45866(N)    106 41 03.47636(W) AD(       ) 1
 EQ0904  NAD 27      -  34 59 23.28115(N)    106 41 01.38428(W) AD(       ) 1
 EQ0904  NGVD 29 (07/19/86) 1498.7    (m)         4917.     (f) VERT ANG       
 EQ0904
 EQ0904.Superseded values are not recommended for survey control.
 EQ0904.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0904.See file dsdata.txt to determine how the superseded data were derived.
 EQ0904
 EQ0904_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU4627873213(NAD 83)
 EQ0904_MARKER: DS = TRIANGULATION STATION DISK
 EQ0904_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EQ0904_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EQ0904
 EQ0904  HISTORY     - Date     Condition        Report By
 EQ0904  HISTORY     - 1969     MONUMENTED       CGS
 EQ0904
 EQ0904                          STATION DESCRIPTION
 EQ0904
 EQ0904'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JLC)
 EQ0904'THE STATION IS LOCATED ABOUT 7 MILES SOUTH-SOUTHWEST OF THE
 EQ0904'CENTER OF ALBUQUERQUE ON THE WEST SIDE OF A LEVEE ALONG THE
 EQ0904'EAST SIDE OF THE RIO GRANDE RIVER.
 EQ0904'
 EQ0904'TO REACH THE STATION FROM THE JUNCTION OF RIO BRAVO BOULEVARD
 EQ0904'(STATE HIGHWAY 500) AND BROADWAY (STATE HIGHWAY 361), GO WEST
 EQ0904'ON RIO BRAVO BOULEVARD FOR 1.35 MILES TO A CROSSROAD AT THE
 EQ0904'EAST END OF A BRIDGE OVER THE RIO GRANDE RIVER.  TURN LEFT
 EQ0904'AND GO SOUTH ON A DIRT ROAD ALONG THE TOP OF A LEVEE FOR
 EQ0904'0.35 MILE TO A SIDE ROAD LEFT.  TURN LEFT AND CROSS OVER TO
 EQ0904'ANOTHER LEVEE, THEN BEAR RIGHT AND GO SOUTH ALONG THE LEVEE
 EQ0904'ROAD FOR 0.8 MILE TO A SIDE ROAD RIGHT.  CONTINUE SOUTH
 EQ0904'ON THE LEVEE ROAD FOR 1.1 MILES TO A WOODEN BRIDGE ON THE
 EQ0904'LEFT.  CONTINUE SOUTH ON THE LEVEE ROAD FOR 0.75 MILE TO THE
 EQ0904'STATION ON THE RIGHT.
 EQ0904'
 EQ0904'THE STATION MARK IS A STANDARD DISK STAMPED LEVEE 1969, SET
 EQ0904'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 EQ0904'PROJECTS 2 INCHES.  IT IS 31 FEET SOUTHEAST OF THE NORTHEAST
 EQ0904'END OF A STEEL AND WIRE BARRICADE USED FOR FLOOD CONTROL AND
 EQ0904'17 FEET WEST OF THE CENTER OF THE LEVEE ROAD.
 EQ0904'
 EQ0904'REFERENCE MARK 1 IS A STANDARD DISK STAMPED LEVEE NO 1 1969,
 EQ0904'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 EQ0904'PROJECTS 3 INCHES.  IT IS 54 FEET NORTHEAST OF THE NORTHEAST
 EQ0904'END OF THE STEEL AND WIRE BARRICADE AND 13 FEET WEST OF THE
 EQ0904'CENTER OF THE LEVEE ROAD.
 EQ0904'
 EQ0904'REFERENCE MARK 2 IS A STANDARD DISK STAMPED LEVEE NO 2 1969,
 EQ0904'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 EQ0904'THAT PROJECTS 1 INCH.  IT IS 14 FEET WEST OF THE CENTER OF
 EQ0904'THE LEVEE ROAD.
 EQ0904'
 EQ0904'NOTE--THERE WAS NO SUITABLE PLACE TO SET AN AZIMUTH MARK.
 EQ0904'
 EQ0904'HEIGHT OF LIGHT ABOVE STATION MARK 26.46 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1729 ***********************************************************************
 FO1729  DESIGNATION -  LEVEE RG
 FO1729  PID         -  FO1729
 FO1729  STATE/COUNTY-  NM/SANDOVAL
 FO1729  USGS QUAD   -  SANTO DOMINGO PUEBLO SW (1993)
 FO1729
 FO1729                         *CURRENT SURVEY CONTROL
 FO1729  ___________________________________________________________________
 FO1729* NAD 83(1992)-  35 30 29.88958(N)    106 24 11.42728(W)     ADJUSTED  
 FO1729* NAVD 88     -      1589.     (meters)    5213.     (feet)  SCALED    
 FO1729  ___________________________________________________________________
 FO1729  LAPLACE CORR-           1.91  (seconds)                    DEFLEC99
 FO1729  GEOID HEIGHT-         -20.65  (meters)                     GEOID03
 FO1729
 FO1729  HORZ ORDER  -  THIRD
 FO1729
 FO1729.The horizontal coordinates were established by classical geodetic methods
 FO1729.and adjusted by the National Geodetic Survey in December 1993..
 FO1729
 FO1729.The orthometric height was scaled from a topographic map.
 FO1729
 FO1729.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1729
 FO1729.The geoid height was determined by GEOID03.
 FO1729
 FO1729;                    North         East     Units Scale Factor Converg.
 FO1729;SPC NM C     -   499,973.124   486,105.408   MT  0.99990238   -0 05 20.3
 FO1729;SPC NM C     - 1,640,328.49  1,594,830.83   sFT  0.99990238   -0 05 20.3
 FO1729;UTM  13      - 3,930,319.390   372,750.700   MT  0.99979954   -0 48 54.4
 FO1729
 FO1729!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1729!SPC NM C     -   0.99975391  x   0.99990238  =   0.99965631
 FO1729!UTM  13      -   0.99975391  x   0.99979954  =   0.99955350
 FO1729
 FO1729                          SUPERSEDED SURVEY CONTROL
 FO1729
 FO1729  NAD 83(1992)-  35 30 29.89461(N)    106 24 11.43074(W) AD(       ) 3
 FO1729
 FO1729.Superseded values are not recommended for survey control.
 FO1729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1729.See file dsdata.txt to determine how the superseded data were derived.
 FO1729
 FO1729_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV7275130319(NAD 83)
 FO1729_MARKER: DD = SURVEY DISK
 FO1729_SETTING: 0 = UNSPECIFIED SETTING
 FO1729_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FO1729
 FO1729  HISTORY     - Date     Condition        Report By
 FO1729  HISTORY     - 1950     MONUMENTED       USGS
 FO1729
 FO1729                          STATION DESCRIPTION
 FO1729
 FO1729'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 FO1729'STATION LOCATED APPROXIMATELY 5.0 MI. (AIRLINE) N. OF VILLAGE OF
 FO1729'SAN FELIPE, ON THE W. SIDE OF RIVER, TOP OF LEVEE, APPROXIMATELY
 FO1729'30 FT. E. OF LONE CEDAR BUSH.  LOCATED IN SEC. 22, T 15 N, R 5 E.
 FO1729'
 FO1729'TO REACH FROM THE W. END OF THE STEEL BRIDGE ACROSS THE RIO GRANDE
 FO1729'LOCATED AT THE N. END OF SAN FELIPE, TURN RIGHT (N.) AND GO 5.9 MI.
 FO1729'ALONG GRADED RD. TO A T-RD. E., JUST S. OF A BRIDGE ACROSS A DRAINAGE
 FO1729'CANAL, TURN RIGHT (E.) AND GO 0.1 MI. TO A POINT WHERE THE RD. JOINS
 FO1729'THE LEVEE, CONTINUE STRAIGHT AHEAD ON TOP OF THE LEVEE FOR 0.3 MI. TO
 FO1729'A LONE CEDAR TREE ON TOP OF THE LEVEE AND THE STATION SITE.
 FO1729'
 FO1729'STATION MARK--STANDARD TABLET, SET IN TOP OF CONCRETE POST, AND
 FO1729'STAMPED---LEVEE RG 1950---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0713 ***********************************************************************
 GM0713  DESIGNATION -  LEVY NE BASE
 GM0713  PID         -  GM0713
 GM0713  STATE/COUNTY-  NM/MORA
 GM0713  USGS QUAD   -  COLMOR (1964)
 GM0713
 GM0713                         *CURRENT SURVEY CONTROL
 GM0713  ___________________________________________________________________
 GM0713* NAD 83(1992)-  36 08 21.86908(N)    104 44 47.08864(W)     ADJUSTED  
 GM0713* NAVD 88     -      2035.0    (meters)    6676.     (feet)  VERTCON   
 GM0713  ___________________________________________________________________
 GM0713  LAPLACE CORR-          -5.45  (seconds)                    DEFLEC99
 GM0713  GEOID HEIGHT-         -18.81  (meters)                     GEOID03
 GM0713
 GM0713  HORZ ORDER  -  FIRST
 GM0713
 GM0713.The horizontal coordinates were established by classical geodetic methods
 GM0713.and adjusted by the National Geodetic Survey in December 1993..
 GM0713
 GM0713.The NAVD 88 height was computed by applying the VERTCON shift value to
 GM0713.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GM0713
 GM0713.The Laplace correction was computed from DEFLEC99 derived deflections.
 GM0713
 GM0713.The geoid height was determined by GEOID03.
 GM0713
 GM0713;                    North         East     Units Scale Factor Converg.
 GM0713;SPC NM E     -   570,064.321   127,824.110   MT  0.99992611   -0 14 37.0
 GM0713;SPC NM E     - 1,870,286.03    419,369.60   sFT  0.99992611   -0 14 37.0
 GM0713;UTM  13      - 3,999,440.803   522,814.877   MT  0.99960641   +0 08 58.4
 GM0713
 GM0713!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GM0713!SPC NM E     -   0.99968366  x   0.99992611  =   0.99960979
 GM0713!UTM  13      -   0.99968366  x   0.99960641  =   0.99929020
 GM0713
 GM0713:                Primary Azimuth Mark                     Grid Az
 GM0713:SPC NM E     -  LEVY NE BASE AZ MK                       102 59 49.3
 GM0713:UTM  13      -  LEVY NE BASE AZ MK                       102 36 13.9
 GM0713
 GM0713|---------------------------------------------------------------------|
 GM0713| PID    Reference Object                     Distance      Geod. Az  |
 GM0713|                                                           dddmmss.s |
 GM0713| CM8969 LEVY NE BASE AZ MK                                 1024512.3 |
 GM0713| CM8970 LEVY NE BASE RM 1                    20.940 METERS 10525     |
 GM0713| CM8971 LEVY NE BASE RM 2                    17.731 METERS 19439     |
 GM0713|---------------------------------------------------------------------|
 GM0713
 GM0713                          SUPERSEDED SURVEY CONTROL
 GM0713
 GM0713  NAD 83(1986)-  36 08 21.87630(N)    104 44 47.08890(W) AD(       ) 1
 GM0713  NAD 27      -  36 08 21.75050(N)    104 44 45.11790(W) AD(       ) 1
 GM0713  NGVD 29 (07/19/86) 2034.1    (m)         6674.     (f) VERT ANG       
 GM0713
 GM0713.Superseded values are not recommended for survey control.
 GM0713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0713.See file dsdata.txt to determine how the superseded data were derived.
 GM0713
 GM0713_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEV2281599441(NAD 83)
 GM0713_MARKER: DS = TRIANGULATION STATION DISK
 GM0713_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GM0713
 GM0713  HISTORY     - Date     Condition        Report By
 GM0713  HISTORY     - 1949     MONUMENTED       CGS
 GM0713  HISTORY     - 1955     GOOD             USGS
 GM0713
 GM0713                          STATION DESCRIPTION
 GM0713
 GM0713'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (DHK)
 GM0713'THE STATION IS LOCATED ABOUT 8 MILES AIR LINE SOUTHWEST OF COLMOR
 GM0713'AND ABOUT 4 MILES AIR LINE NORTHWEST OF LEVY ON THE TOP OF A
 GM0713'LARGE MESA, 0.4 MILE EAST-SOUTHEAST FROM A LARGE INDENTATION IN
 GM0713'THE NORTH RIM OF MESA, 0.4 MILE WEST OF THE MOST NORTHEASTERLY
 GM0713'POINT OF MESA AND 0.2 MILE EAST OF A SMALL DRY LAKE.  THE STATION
 GM0713'MARK IS 12 FEET SOUTHWEST OF A WHITE WITNESS POST, PROJECTS 6
 GM0713'INCHES AND IS STAMPED, LEVY NE BASE 1949.
 GM0713'
 GM0713'REFERENCE MARK NO. 1 IS APPROXIMATELY THE SAME ELEVATION AS THE
 GM0713'STATION MARK, PROJECTS 4 INCHES AND IS STAMPED, LEVY NE BASE
 GM0713'NO 1 1949.
 GM0713'
 GM0713'REFERENCE MARK NO. 2 IS APPROXIMATELY THE SAME ELEVATION AS THE
 GM0713'STATION MARK, PROJECTS 4 INCHES AND IS STAMPED, LEVY NE BASE
 GM0713'NO 2 1949.
 GM0713'
 GM0713'THE AZIMUTH MARK IS ON THE MOST NORTHEASTERLY POINT OF MESA,
 GM0713'37 PACES SOUTH OF WHERE MESA DROPS SHARPLY TO THE NORTH, 5
 GM0713'FEET NORTH OF A WHITE WITNESS POST, FLUSH WITH THE GROUND AND
 GM0713'IS STAMPED, LEVY NE BASE 1949.
 GM0713'
 GM0713'TO REACH THE STATION FROM THE POST OFFICE IN LEVY, GO NORTH
 GM0713'ON U.S. HIGHWAY 85 FOR 0.3 MILE TO A ROAD LEFT, WEST.  TURN LEFT
 GM0713'ON GRAVELED ROAD AND GO WEST FOR 1.5 MILES TO A GATE AT THE
 GM0713'WEST END OF LANE.  PASS THROUGH GATE AND GO WEST FOR 1.1 MILES
 GM0713'TO GATE.  PASS THROUGH GATE AND FOLLOW TRACK ROAD FOR 0.6 MILE
 GM0713'TO FORK.  TAKE RIGHT FORK FOR 0.15 MILE TO GATE.  PASS THROUGH
 GM0713'GATE AND FOLLOW OLD ROAD 0.4 MILE TO A POINT WHERE OLD ROAD
 GM0713'APPEARS TO LEAD TO TOP OF RIM.  TAKE RIGHT FORK FOR 0.3 MILE
 GM0713'TO AN OLD HOUSE.  CONTINUE WEST ON OLD ROAD FOR 0.3 MILE TO
 GM0713'TOP OF RIM AND FORK.  TAKE RIGHT FORK FOR 1.6 MILES TO A DRY
 GM0713'LAKE ON THE LEFT, WEST.  HERE LEAVE ROAD AND DRIVE
 GM0713'CROSS-COUNTRY EASTERLY FOR 0.8 TO A DRY LAKE ON THE LEFT, NORTH.
 GM0713'CONTINUE EASTERLY FOR 0.25 MILE TO STATION.  A DRIVE
 GM0713'STATION.
 GM0713'
 GM0713'TO REACH THE AZIMUTH FROM THE STATION GO EAST FOR 0.35 MILE TO
 GM0713'THE AZIMUTH AS DESCRIBED ABOVE.
 GM0713
 GM0713                          STATION RECOVERY (1955)
 GM0713
 GM0713'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955 (RLL)
 GM0713'STATION MARK--STANDARD USC AND GS BRONZE DISK, STAMPED ---LEVY NE.
 GM0713'BASE 1949---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0723 ***********************************************************************
 GM0723  DESIGNATION -  LEVY SW BASE
 GM0723  PID         -  GM0723
 GM0723  STATE/COUNTY-  NM/MORA
 GM0723  USGS QUAD   -  LA CHATA CRATER (1966)
 GM0723
 GM0723                         *CURRENT SURVEY CONTROL
 GM0723  ___________________________________________________________________
 GM0723* NAD 83(1992)-  36 04 21.49914(N)    104 46 34.39295(W)     ADJUSTED  
 GM0723* NAVD 88     -      2020.3    (meters)    6628.     (feet)  VERTCON   
 GM0723  ___________________________________________________________________
 GM0723  LAPLACE CORR-          -5.19  (seconds)                    DEFLEC99
 GM0723  GEOID HEIGHT-         -18.82  (meters)                     GEOID03
 GM0723
 GM0723  HORZ ORDER  -  FIRST
 GM0723
 GM0723.The horizontal coordinates were established by classical geodetic methods
 GM0723.and adjusted by the National Geodetic Survey in December 1993..
 GM0723
 GM0723.The NAVD 88 height was computed by applying the VERTCON shift value to
 GM0723.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GM0723
 GM0723.The Laplace correction was computed from DEFLEC99 derived deflections.
 GM0723
 GM0723.The geoid height was determined by GEOID03.
 GM0723
 GM0723;                    North         East     Units Scale Factor Converg.
 GM0723;SPC NM E     -   562,667.944   125,107.837   MT  0.99992869   -0 15 38.8
 GM0723;SPC NM E     - 1,846,019.75    410,457.96   sFT  0.99992869   -0 15 38.8
 GM0723;UTM  13      - 3,992,028.360   520,150.239   MT  0.99960500   +0 07 54.4
 GM0723
 GM0723!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GM0723!SPC NM E     -   0.99968596  x   0.99992869  =   0.99961467
 GM0723!UTM  13      -   0.99968596  x   0.99960500  =   0.99929109
 GM0723
 GM0723|---------------------------------------------------------------------|
 GM0723| PID    Reference Object                     Distance      Geod. Az  |
 GM0723|                                                           dddmmss.s |
 GM0723| CM8973 LEVY SW BASE RM 1                     7.788 METERS 13025     |
 GM0723| CM8972 LEVY SW BASE AZ MK                                 1654237.8 |
 GM0723| CM8974 LEVY SW BASE RM 2                     6.978 METERS 27628     |
 GM0723|---------------------------------------------------------------------|
 GM0723
 GM0723                          SUPERSEDED SURVEY CONTROL
 GM0723
 GM0723  NAD 83(1986)-  36 04 21.50625(N)    104 46 34.39302(W) AD(       ) 1
 GM0723  NAD 27      -  36 04 21.37450(N)    104 46 32.41680(W) AD(       ) 1
 GM0723  NGVD 29 (07/19/86) 2019.4    (m)         6625.     (f) VERT ANG       
 GM0723
 GM0723.Superseded values are not recommended for survey control.
 GM0723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0723.See file dsdata.txt to determine how the superseded data were derived.
 GM0723
 GM0723_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEV2015092028(NAD 83)
 GM0723_MARKER: DS = TRIANGULATION STATION DISK
 GM0723_SETTING: 66 = SET IN ROCK OUTCROP
 GM0723
 GM0723  HISTORY     - Date     Condition        Report By
 GM0723  HISTORY     - 1949     MONUMENTED       CGS
 GM0723
 GM0723                          STATION DESCRIPTION
 GM0723
 GM0723'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (DHK)
 GM0723'THE STATION IS LOCATED ABOUT 9.0 MILES AIR LINE NORTHWEST OF
 GM0723'WAGON MOUND AND ABOUT 8.0 MILES AIR LINE WEST-SOUTHWEST OF LEVY.
 GM0723'THE STATION IS IN OPEN PASTURE LAND ON A LONE ROCKY RIDGE THAT
 GM0723'EXTENDS TO THE NORTHWEST AND SOUTHEAST FOR 100 YARDS.  THE
 GM0723'STATION MARK IS SET 10 FEET SOUTHEAST OF A SMALL CAIRN, 100
 GM0723'YARDS SOUTH OF AN EAST-WEST FENCE LINE, PROJECTS 2 INCHES AND IS
 GM0723'STAMPED, LEVY SW BASE 1949.
 GM0723'
 GM0723'REFERENCE MARK NO. 1 IS APPROXIMATELY THE SAME ELEVATION AS THE
 GM0723'STATION, PROJECTS 2 INCHES AND IS STAMPED, LEVY SW BASE NO 1 1949.
 GM0723'
 GM0723'REFERENCE MARK NO. 2 IS APPROXIMATELY THE SAME ELEVATION AS
 GM0723'THE STATION, PROJECTS 3 INCHES AND IS STAMPED, LEVY SW BASE
 GM0723'NO 2 1949.
 GM0723'
 GM0723'THE AZIMUTH MARK IS SET IN OPEN PASTURE ON A SLIGHT RISE OF
 GM0723'GROUND, 10 PACES WEST OF A SMALL MOUND OF ROCKS, 12 FEET
 GM0723'WEST-NORTHWEST OF A WHITE WITNESS POST, PROJECTS 1 INCH AND IS
 GM0723'STAMPED, LEVY SW BASE 1949.
 GM0723'
 GM0723'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 85 AND
 GM0723'STATE HIGHWAY 120 IN WAGON MOUND, DRIVE WESTERLY ON STATE HIGHWAY
 GM0723'120 FOR 2.0 MILES TO A TRACK ROAD ON THE RIGHT JUST AFTER
 GM0723'CROSSING A CATTLE GUARD.  TURN RIGHT AND FOLLOW THE MAIN TRACK
 GM0723'ROAD NORTHERLY FOR 3.7 MILES TO A GATE IN AN EAST-WEST FENCE
 GM0723'LINE.  TURN LEFT ALONG THE SOUTH SIDE OF THE FENCE LINE FOR
 GM0723'1.35 MILE.  TURN LEFT FOR ABOUT 0.05 MILE TO THE STATION AS
 GM0723'DESCRIBED ABOVE.  TO REACH THE AZIMUTH MARK FROM THE STATION,
 GM0723'DRIVE SOUTHERLY ACROSS COUNTRY FOR 0.4 MILE TO THE MARK AS
 GM0723'DESCRIBED ABOVE.  A DRIVE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0853 ***********************************************************************
 CW0853  DESIGNATION -  LEWIS RESET
 CW0853  PID         -  CW0853
 CW0853  STATE/COUNTY-  NM/CHAVES
 CW0853  USGS QUAD   -  LEWIS PEAK (1965)
 CW0853
 CW0853                         *CURRENT SURVEY CONTROL
 CW0853  ___________________________________________________________________
 CW0853* NAD 83(1992)-  32 38 23.72533(N)    105 07 49.93573(W)     ADJUSTED  
 CW0853* NAVD 88     -      1886.     (meters)    6188.     (feet)  VERTCON   
 CW0853  ___________________________________________________________________
 CW0853  LAPLACE CORR-          -3.81  (seconds)                    DEFLEC99
 CW0853  GEOID HEIGHT-         -21.42  (meters)                     GEOID03
 CW0853
 CW0853  HORZ ORDER  -  FIRST
 CW0853
 CW0853.The horizontal coordinates were established by classical geodetic methods
 CW0853.and adjusted by the National Geodetic Survey in December 1993..
 CW0853
 CW0853.The NAVD 88 height was computed by applying the VERTCON shift value to
 CW0853.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CW0853
 CW0853.The Laplace correction was computed from DEFLEC99 derived deflections.
 CW0853
 CW0853.The geoid height was determined by GEOID03.
 CW0853
 CW0853;                    North         East     Units Scale Factor Converg.
 CW0853;SPC NM E     -   182,104.942    90,203.325   MT  0.99997805   -0 25 48.0
 CW0853;SPC NM E     -   597,455.96    295,942.08   sFT  0.99997805   -0 25 48.0
 CW0853;SPC NM C     -   182,376.087   605,032.544   MT  1.00003599   +0 36 13.8
 CW0853;SPC NM C     -   598,345.55  1,985,010.94   sFT  1.00003599   +0 36 13.8
 CW0853;UTM  13      - 3,611,377.525   487,756.416   MT  0.99960185   -0 04 13.5
 CW0853
 CW0853!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CW0853!SPC NM E     -   0.99970738  x   0.99997805  =   0.99968544
 CW0853!SPC NM C     -   0.99970738  x   1.00003599  =   0.99974336
 CW0853!UTM  13      -   0.99970738  x   0.99960185  =   0.99930935
 CW0853
 CW0853:                Primary Azimuth Mark                     Grid Az
 CW0853:SPC NM E     -  LEWIS AZ MK                              078 49 11.9
 CW0853:SPC NM C     -  LEWIS AZ MK                              077 47 10.1
 CW0853:UTM  13      -  LEWIS AZ MK                              078 27 37.4
 CW0853
 CW0853|---------------------------------------------------------------------|
 CW0853| PID    Reference Object                     Distance      Geod. Az  |
 CW0853|                                                           dddmmss.s |
 CW0853| CH8867 LEWIS AZ MK                                        0782323.9 |
 CW0853| CH8868 LEWIS RM 1                           12.036 METERS 09913     |
 CW0853| CW0866 STONE                               APPROX.28.1 KM 3231847.1 |
 CW0853| CH8869 LEWIS RM 2                           19.999 METERS 34049     |
 CW0853|---------------------------------------------------------------------|
 CW0853
 CW0853                          SUPERSEDED SURVEY CONTROL
 CW0853
 CW0853  NAD 83(1986)-  32 38 23.73175(N)    105 07 49.93481(W) AD(       ) 1
 CW0853  NAD 27      -  32 38 23.34360(N)    105 07 48.03910(W) AD(       ) 1
 CW0853  NGVD 29 (07/19/86) 1885.     (m)         6184.     (f) VERT ANG       
 CW0853
 CW0853.Superseded values are not recommended for survey control.
 CW0853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0853.See file dsdata.txt to determine how the superseded data were derived.
 CW0853
 CW0853_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDS8775611378(NAD 83)
 CW0853_MARKER: DD = SURVEY DISK
 CW0853_SETTING: 80 = SET IN A BOULDER
 CW0853_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 CW0853
 CW0853  HISTORY     - Date     Condition        Report By
 CW0853  HISTORY     - 1934     MONUMENTED       USGS
 CW0853  HISTORY     - 1944     GOOD             CGS
 CW0853  HISTORY     - 1965     GOOD             USGS
 CW0853
 CW0853                          STATION DESCRIPTION
 CW0853
 CW0853'DESCRIBED BY US GEOLOGICAL SURVEY 1934 (WRP)
 CW0853'ABOUT 13 MILES E OF PINON, 1 MILE NE OF THE LEWIS RANCHHOUSE,
 CW0853'ON THE TOP OF A SMALL, ROUND, GRASSY HILL WHICH IS THE HIGHEST
 CW0853'POINT IN THE VICINITY.
 CW0853'
 CW0853'STATION IS PROBABLY MARKED BY A UNITED STATES GEOLOGICAL
 CW0853'SURVEY DISK IN BOULDER.
 CW0853'
 CW0853'REFERENCE MARK 1, A BRONZE REFERENCE DISK SET IN A BOULDER
 CW0853'IS 12.200 METERS (40.03 FEET) FROM
 CW0853'STATION.
 CW0853'
 CW0853'REFERENCE MARK 2, A BRONZE REFERENCE DISK SET IN BEDROCK
 CW0853'IS 20.150 METERS (66.11 FEET) FROM STATION
 CW0853'
 CW0853'AZIMUTH MARK, A BRONZE AZIMUTH DISK SET IN BEDROCK
 CW0853'IS ON THE SW SLOPE OF THE HILL, ABOUT 1 FOOT SW
 CW0853'OF A 2-FOOT ROCK CAIRN, AND 3/8 MILE FROM STATION.
 CW0853'
 CW0853'TO REACH FROM PINON, GO E 5.6 MILES ON THE ARTESIA ROAD, FOLLOW
 CW0853'RIGHT FORK 2.8 MILES TO A POINT WHERE THE ROAD CROSSES A DRY
 CW0853'WASH AND STARTS UP CANYON, TURN SHARPLY TO THE RIGHT AFTER
 CW0853'CROSSING WASH AND GO 0.5 MILE, FOLLOW LEFT FORK 0.1 MILE, FOLLOW
 CW0853'RIGHT FORK 0.6 MILE, FOLLOW LEFT FORK 4.0 MILES, FOLLOW LEFT
 CW0853'FORK 1.6 MILES, FOLLOW RIGHT FORK 3.6 MILES, PASS THROUGH A GATE
 CW0853'AND CONTINUE 0.4 MILE TO TWO DIRT TANKS ON W SIDE OF ROAD,
 CW0853'LEAVE ROAD AT THIS POINT AND FOLLOW HIGH GROUND TO NE ABOUT
 CW0853'3/8 MILE, PASS THROUGH A GATE AND CONTINUE NE ABOUT 0.5 MILE
 CW0853'UP SLOPE TO SADDLE ON RIDGE AND END OF TRUCK TRAVEL, GO UP RIDGE
 CW0853'TO THE NE TO THE STATION.
 CW0853
 CW0853                          STATION RECOVERY (1944)
 CW0853
 CW0853'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (EHB)
 CW0853'STATION IS LOCATED 26 MILES AIRLINE SW OF HOPE AND 13 MILES
 CW0853'AIRLINE E OF PINON, ABOUT 1.0 MILE NE OF THE CAUHOPES RANCHHOUSE,
 CW0853'ON A ROUND-TOPPED GRASSY HILL, THE HIGHEST IN THE VICINITY.  A
 CW0853'BRONZE STATION DISK SET IN ROCK OUTCROP FLUSH WITH THE GROUND.
 CW0853'STAMPED LEWIS USGS BM 1909 1934.
 CW0853'
 CW0853'REFERENCE MARK 1 IS E OF AND ABOUT 8 FEET LOWER THAN THE
 CW0853'STATION.  A BRONZE REFERENCE DISK SET IN ROCK OUTCROP FLUSH
 CW0853'WITH THE GROUND.  STAMPED LEWIS NO 1 1934.
 CW0853'
 CW0853'REFERENCE MARK 2 IS NNW OF AND ABOUT 10 FEET LOWER THAN THE
 CW0853'STATION.  A BRONZE REFERENCE DISK SET IN ROCK OUTCROP FLUSH
 CW0853'WITH THE GROUND.  STAMPED LEWIS NO 2 1934.
 CW0853'
 CW0853'TO REACH FROM THE POST OFFICE IN HOPE, GO W ON MAIN STREET FOR
 CW0853'0.2 MILE TO THE JUNCTION OF A GRAVELED ROAD TO LEFT NEAR A
 CW0853'CHURCH.  TURN LEFT AND FOLLOW GRAVELED ROAD S FOR 5.2 MILES
 CW0853'TO A BLADED ROAD AND CATTLE GUARD ON RIGHT.  TURN RIGHT AND GO
 CW0853'W ON BLADED ROAD FOR 5.5 MILES TO A STEEL GATE AT RANCHHOUSE.
 CW0853'PASS THROUGH GATE AND CONTINUE SW FOR 7.1 MILES TO ROAD FORKS
 CW0853'JUST AFTER CROSSING A WASH.  TAKE RIGHT FORK AND CONTINUE
 CW0853'SW ON BLADED ROAD FOR 5.7 MILES TO A GATE TO RIGHT OF WINDMILL
 CW0853'AND CORRAL.  PASS THROUGH GATE AND CONTINUE W FOR 5.8 MILES
 CW0853'TO ROAD FORKS AT END OF BLADED ROAD.  TAKE RIGHT FORK UP DRAW
 CW0853'0.2 MILE TO WINDMILL AND CORRAL.  HERE TURN SHARP RIGHT AND
 CW0853'FOLLOW DIM TRACK ROAD UP SIDE OF HILL, CIRCLING TO LEFT OVER
 CW0853'TOP OF HILL FOR 2.0 MILES TO GATE AT TOP OF SECOND HILL.
 CW0853'PASS THROUGH GATE AND FOLLOW DIM TRACKS 1.1 MILES TO A T-ROAD
 CW0853'RIGHT.  CONTINUE STRAIGHT AHEAD UP DRAW, PASSING OVER DIVIDE,
 CW0853'FOR 4.0 MILES TO FORKS.  TAKE RIGHT FORK 0.2 MILE, THENCE
 CW0853'RIGHT FORK 0.7 MILE TO SALT TROUGHS NEAR A DIRT TANK.
 CW0853'HERE TURN RIGHT AND FOLLOW DIM TRACKS ACROSS COUNTRY NE UP THE
 CW0853'RIDGE FOR ABOUT 0.7 MILE TO A SADDLE.  FROM HERE PACK LEFT, SE,
 CW0853'FOR ABOUT 200 YARDS TO TOP OF RIDGE AND STATION.
 CW0853
 CW0853                          STATION RECOVERY (1965)
 CW0853
 CW0853'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 CW0853'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM1021 ***********************************************************************
 FM1021  DESIGNATION -  LIBERTY
 FM1021  PID         -  FM1021
 FM1021  STATE/COUNTY-  NM/QUAY
 FM1021  USGS QUAD   -  LIBERTY MESA (1967)
 FM1021
 FM1021                         *CURRENT SURVEY CONTROL
 FM1021  ___________________________________________________________________
 FM1021* NAD 83(1992)-  35 14 10.31300(N)    103 47 03.64465(W)     ADJUSTED  
 FM1021* NAVD 88     -      1377.3    (meters)    4519.     (feet)  VERTCON   
 FM1021  ___________________________________________________________________
 FM1021  LAPLACE CORR-          -2.94  (seconds)                    DEFLEC99
 FM1021  GEOID HEIGHT-         -23.07  (meters)                     GEOID03
 FM1021
 FM1021  HORZ ORDER  -  SECOND
 FM1021
 FM1021.The horizontal coordinates were established by classical geodetic methods
 FM1021.and adjusted by the National Geodetic Survey in December 1993..
 FM1021
 FM1021.The NAVD 88 height was computed by applying the VERTCON shift value to
 FM1021.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FM1021
 FM1021.The Laplace correction was computed from DEFLEC99 derived deflections.
 FM1021
 FM1021.The geoid height was determined by GEOID03.
 FM1021
 FM1021;                    North         East     Units Scale Factor Converg.
 FM1021;SPC NM E     -   469,918.441   214,967.350   MT  0.99993985   +0 19 00.3
 FM1021;SPC NM E     - 1,541,724.09    705,272.05   sFT  0.99993985   +0 19 00.3
 FM1021;UTM  13      - 3,899,914.124   610,613.552   MT  0.99975079   +0 42 05.2
 FM1021
 FM1021!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FM1021!SPC NM E     -   0.99978748  x   0.99993985  =   0.99972734
 FM1021!UTM  13      -   0.99978748  x   0.99975079  =   0.99953832
 FM1021
 FM1021|---------------------------------------------------------------------|
 FM1021| PID    Reference Object                     Distance      Geod. Az  |
 FM1021|                                                           dddmmss.s |
 FM1021| CJ7711 LIBERTY RM 1                         12.771 METERS 06019     |
 FM1021| CJ7710 LIBERTY AZ MK                                      1042550.7 |
 FM1021| FM0992 TUCUMCARI MUN AIRPORT BEACON        APPROX.17.0 KM 1110507.5 |
 FM1021| FM1003 RNG TUCUMCARI RADIO TCC             APPROX.13.5 KM 1155016.9 |
 FM1021| FM1007 TUCUMCARI RAD STA KTNM MAST         APPROX.10.1 KM 1360903.1 |
 FM1021| CJ7712 LIBERTY RM 2                         12.378 METERS 13924     |
 FM1021| FM1004 TUCUMCARI SOU PAC RR WTR TANK       APPROX. 7.9 KM 1432451.0 |
 FM1021| FM1006 TUCUMCARI MOUNTAIN TALL MAST        APPROX.13.5 KM 1452604.8 |
 FM1021| FM1002 TUCUMCARI MUNICIPAL TANK            APPROX. 9.3 KM 1531441.5 |
 FM1021| FM1030 ATT MICROWAVE RELAY TOWER           APPROX.19.1 KM 2281601.4 |
 FM1021|---------------------------------------------------------------------|
 FM1021
 FM1021                          SUPERSEDED SURVEY CONTROL
 FM1021
 FM1021  NAD 83(1986)-  35 14 10.32387(N)    103 47 03.63905(W) AD(       ) 2
 FM1021  NAD 27      -  35 14 10.12600(N)    103 47 01.75120(W) AD(       ) 2
 FM1021  NGVD 29 (07/19/86) 1376.7    (m)         4517.     (f) VERT ANG       
 FM1021
 FM1021.Superseded values are not recommended for survey control.
 FM1021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM1021.See file dsdata.txt to determine how the superseded data were derived.
 FM1021
 FM1021_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFU1061499914(NAD 83)
 FM1021_MARKER: DS = TRIANGULATION STATION DISK
 FM1021_SETTING: 80 = SET IN A BOULDER
 FM1021_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 FM1021
 FM1021  HISTORY     - Date     Condition        Report By
 FM1021  HISTORY     - 1960     MONUMENTED       CGS
 FM1021  HISTORY     - 1972     GOOD             NGS
 FM1021
 FM1021                          STATION DESCRIPTION
 FM1021
 FM1021'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (HWK)
 FM1021'THE STATION IS APPROXIMATELY 5 MILES NORTHWEST OF TUCUMCARI,
 FM1021'1/2 MILE SOUTH OF THE SAN MIGUEL-QUAY COUNTY LINE, JUST EAST
 FM1021'OF THE HIGHEST POINT, NEAR THE EAST SIDE OF LIBERTY MESA
 FM1021'AND ON LAND OWNED BY MR. EDWARD BREEN.
 FM1021'
 FM1021'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 54
 FM1021'AND STATE HIGHWAYS 18 AND 104 IN TUCUMCARI, AT THE JUNCTION
 FM1021'OF FIRST STREET AND EAST MAIN STREET, GO NORTH ON STATE
 FM1021'HIGHWAY 104, OVER VIADUCT AND CONTINUE NORTH AND NORTHWEST ON
 FM1021'HIGHWAY 104 FOR 5.1 MILES TO A DIRT ROAD ON THE LEFT AND
 FM1021'THE AZIMUTH MARK ON THE LEFT, NEAR A POWER POLE WITH THREE
 FM1021'SMALL TRANSFORMERS.  CONTINUE NORTHERLY ON HIGHWAY 104 FOR
 FM1021'0.1 MILE TO A BRIDGE OF AN IRRIGATION DITCH.  CONTINUE
 FM1021'NORTHERLY ON HIGHWAY 104 FOR 0.7 MILE TO THE SAN MIGUEL-QUAY
 FM1021'COUNTY LINE.  BEAR LEFT AND GO APPROXIMATELY 200 FEET TO
 FM1021'A LOCKED WIRE GATE AND THE END OF TRUCK TRAVEL.  FROM
 FM1021'HERE PACK SOUTHWEST FOR APPROXIMATELY 1/2 MILE TO THE
 FM1021'HIGHEST POINT OF THE MESA AND THE STATION AS DESCRIBED.
 FM1021'
 FM1021'STATION MARK, A STANDARD DISK STAMPED LIBERTY 1960, IS
 FM1021'CEMENTED IN A DRILL HOLE IN A BOULDER WHICH IS FLUSH WITH THE
 FM1021'SURFACE OF THE GROUND.  IT IS 55 FEET SOUTH OF A ROCK CAIRN.
 FM1021'
 FM1021'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED LIBERTY NO 1
 FM1021'1960, IS CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH
 FM1021'IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 42 FEET
 FM1021'SOUTHEAST OF THE ROCK CAIRN AND APPROXIMATELY 6 FEET WEST OF THE
 FM1021'EAST EDGE OF THE HILL.
 FM1021'
 FM1021'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED LIBERTY NO
 FM1021'2 1960, IS CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK
 FM1021'WHICH PROJECTS 4 FEET ON THE EAST SIDE.  IT IS ON THE EAST
 FM1021'SIDE OF THE HILL.
 FM1021'
 FM1021'AZIMUTH MARK, A STANDARD DISK STAMPED LIBERTY 1960, IS SET
 FM1021'IN A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.  IT IS 114 FEET
 FM1021'SOUTHWEST OF THE CENTER LINE OF HIGHWAY 104, 32 FEET EAST
 FM1021'OF THE CENTER OF THE DIRT ROAD, 2 FEET SOUTHEAST OF A METAL
 FM1021'WITNESS POST AND 1.5 FEET SOUTH OF THE POWER POLE WITH THREE
 FM1021'SMALL TRANSFORMERS.
 FM1021'
 FM1021'NOTE--REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.  A
 FM1021'SLOPE DISTANCE WAS MADE TO THE REFERENCE MARKS AND VERTICAL
 FM1021'ANGLES WERE TAKEN ON THE MARKS.
 FM1021
 FM1021                          STATION RECOVERY (1972)
 FM1021
 FM1021'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (CWW)
 FM1021'THE STATION AND ALL MARKS WERE FOUND AS DESCRIBED AND IN
 FM1021'GOOD CONDITION.
 FM1021'
 FM1021'HEIGHT OF LIGHT ABOVE STATION MARK 5.0 FEET.
 FM1021'
 FM1021'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5.0 MILES
 FM1021'NW OF TUCUMCARI
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1631 ***********************************************************************
 CX1631  DESIGNATION -  LIGHT 500 FOOT TOWER
 CX1631  PID         -  CX1631
 CX1631  STATE/COUNTY-  NM/OTERO
 CX1631  USGS QUAD   -  WHITE SANDS NE (1955)
 CX1631
 CX1631                         *CURRENT SURVEY CONTROL
 CX1631  ___________________________________________________________________
 CX1631* NAD 83(1992)-  32 25 02.53634(N)    106 19 12.68070(W)     ADJUSTED  
 CX1631* NAVD 88     -                                                        
 CX1631  ___________________________________________________________________
 CX1631  LAPLACE CORR-           2.04  (seconds)                    DEFLEC99
 CX1631  GEOID HEIGHT-         -23.66  (meters)                     GEOID03
 CX1631
 CX1631  HORZ ORDER  -  THIRD
 CX1631
 CX1631.The horizontal coordinates were established by classical geodetic methods
 CX1631.and adjusted by the National Geodetic Survey in December 1993..
 CX1631
 CX1631
 CX1631.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1631
 CX1631.The geoid height was determined by GEOID03.
 CX1631
 CX1631;                    North         East     Units Scale Factor Converg.
 CX1631;SPC NM C     -   157,147.052   493,398.492   MT  0.99990054   -0 02 15.5
 CX1631;SPC NM C     -   515,573.29  1,618,758.22   sFT  0.99990054   -0 02 15.5
 CX1631;UTM  13      - 3,587,466.427   375,864.558   MT  0.99979002   -0 42 28.2
 CX1631
 CX1631                          SUPERSEDED SURVEY CONTROL
 CX1631
 CX1631  NAD 83(1986)-  32 25 02.54226(N)    106 19 12.68012(W) AD(       ) 4
 CX1631  NAD 27      -  32 25 02.20247(N)    106 19 10.71416(W) AD(       ) 3
 CX1631
 CX1631.Superseded values are not recommended for survey control.
 CX1631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1631.See file dsdata.txt to determine how the superseded data were derived.
 CX1631
 CX1631_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR7586587466(NAD 83)
 CX1631_MARKER: 55 = TOWER
 CX1631_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CX1631+SATELLITE: SATELLITE OBSERVATIONS - April 03, 2005
 CX1631
 CX1631  HISTORY     - Date     Condition        Report By
 CX1631  HISTORY     - 1964     FIRST OBSERVED   CGS
 CX1631  HISTORY     - 20050403 GOOD             USPSQD
 CX1631
 CX1631                          STATION DESCRIPTION
 CX1631
 CX1631'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0359 ***********************************************************************
 FO0359  DESIGNATION -  LIM 2
 FO0359  PID         -  FO0359
 FO0359  STATE/COUNTY-  NM/BERNALILLO
 FO0359  USGS QUAD   -  ALBUQUERQUE EAST (1990)
 FO0359
 FO0359                         *CURRENT SURVEY CONTROL
 FO0359  ___________________________________________________________________
 FO0359* NAD 83(1986)-  35 01 43.     (N)    106 32 40.     (W)     SCALED    
 FO0359* NAVD 88     -      1620.202  (meters)    5315.61   (feet)  ADJUSTED  
 FO0359  ___________________________________________________________________
 FO0359  GEOID HEIGHT-         -20.76  (meters)                     GEOID03
 FO0359  DYNAMIC HT  -        1617.977 (meters)    5308.31  (feet)  COMP
 FO0359  MODELED GRAV-     979,204.7   (mgal)                       NAVD 88
 FO0359
 FO0359  VERT ORDER  -  FIRST     CLASS II
 FO0359
 FO0359.This mark is at Albuquerque Int'l Airport (ABQ)
 FO0359
 FO0359.The horizontal coordinates were scaled from a topographic map and have
 FO0359.an estimated accuracy of +/- 6 seconds.
 FO0359
 FO0359.The orthometric height was determined by differential leveling
 FO0359.and adjusted by the National Geodetic Survey in June 1991..
 FO0359
 FO0359.The geoid height was determined by GEOID03.
 FO0359
 FO0359.The dynamic height is computed by dividing the NAVD 88
 FO0359.geopotential number by the normal gravity value computed on the
 FO0359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0359.degrees latitude (g = 980.6199 gals.).
 FO0359
 FO0359.The modeled gravity was interpolated from observed gravity values.
 FO0359
 FO0359;                    North         East    Units  Estimated Accuracy
 FO0359;SPC NM C     -   446,790.      473,130.      MT  (+/- 180 meters Scaled)
 FO0359
 FO0359                          SUPERSEDED SURVEY CONTROL
 FO0359
 FO0359  NGVD 29 (??/??/92) 1619.380  (m)         5312.92   (f) ADJ UNCH    1 2
 FO0359
 FO0359.Superseded values are not recommended for survey control.
 FO0359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0359.See file dsdata.txt to determine how the superseded data were derived.
 FO0359
 FO0359_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU591773(NAD 83)
 FO0359_MARKER: DD = SURVEY DISK
 FO0359_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 FO0359_SP_SET: BRIDGE
 FO0359_STAMPING: LIM 2 ELEV. 5312 952
 FO0359_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 FO0359
 FO0359  HISTORY     - Date     Condition        Report By
 FO0359  HISTORY     - UNK      MONUMENTED       LOCSUR
 FO0359  HISTORY     - 1967     GOOD             NGS
 FO0359
 FO0359                          STATION DESCRIPTION
 FO0359
 FO0359'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 FO0359'3.9 MI SE FROM ALBUQUERQUE.
 FO0359'ABOUT 2.15 MILES SOUTHEAST ALONG RANDOLPH AVENUE FROM THE KIRTLAND AIR
 FO0359'FORCE BASE FIRE STATION BUILDING 980, THENCE 0.5 MILE EAST ALONG
 FO0359'ORDNANCE STREET, THENCE 1.25 MILES SOUTHEAST ALONG PENNSYLVANIA AVENUE
 FO0359'IN S 8, T 9 N, R 4 E, 15 FEET SOUTHWEST OF THE CENTER LINE OF THE
 FO0359'ROAD, SET IN THE TOP OF THE SOUTHWEST END OF THE NORTHWEST ABUTMENT OF
 FO0359'A CONCRETE BRIDGE OVER TIJERAS CANYON, AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS0244 ***********************************************************************
 DS0244  DESIGNATION -  LIM 78
 DS0244  PID         -  DS0244
 DS0244  STATE/COUNTY-  NM/LINCOLN
 DS0244  USGS QUAD   -  BULL GAP SW (1981)
 DS0244
 DS0244                         *CURRENT SURVEY CONTROL
 DS0244  ___________________________________________________________________
 DS0244* NAD 83(1986)-  33 30 45.     (N)    106 10 12.     (W)     SCALED    
 DS0244* NAVD 88     -      1388.126  (meters)    4554.21   (feet)  ADJUSTED  
 DS0244  ___________________________________________________________________
 DS0244  GEOID HEIGHT-         -21.65  (meters)                     GEOID03
 DS0244  DYNAMIC HT  -        1386.143 (meters)    4547.70  (feet)  COMP
 DS0244  MODELED GRAV-     979,160.5   (mgal)                       NAVD 88
 DS0244
 DS0244  VERT ORDER  -  SECOND    CLASS 0
 DS0244
 DS0244.The horizontal coordinates were scaled from a topographic map and have
 DS0244.an estimated accuracy of +/- 6 seconds.
 DS0244
 DS0244.The orthometric height was determined by differential leveling
 DS0244.and adjusted by the National Geodetic Survey in June 1991..
 DS0244
 DS0244.The geoid height was determined by GEOID03.
 DS0244
 DS0244.The dynamic height is computed by dividing the NAVD 88
 DS0244.geopotential number by the normal gravity value computed on the
 DS0244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS0244.degrees latitude (g = 980.6199 gals.).
 DS0244
 DS0244.The modeled gravity was interpolated from observed gravity values.
 DS0244
 DS0244;                    North         East    Units  Estimated Accuracy
 DS0244;SPC NM C     -   278,590.      507,430.      MT  (+/- 180 meters Scaled)
 DS0244
 DS0244                          SUPERSEDED SURVEY CONTROL
 DS0244
 DS0244  NGVD 29 (??/??/92) 1387.482  (m)         4552.10   (f) ADJ UNCH    2 0
 DS0244
 DS0244.Superseded values are not recommended for survey control.
 DS0244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS0244.See file dsdata.txt to determine how the superseded data were derived.
 DS0244
 DS0244_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT913087(NAD 83)
 DS0244_MARKER: DE = TRAVERSE STATION DISK
 DS0244_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS0244_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DS0244_STAMPING: LIM 78
 DS0244_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DS0244+STABILITY: SURFACE MOTION
 DS0244
 DS0244  HISTORY     - Date     Condition        Report By
 DS0244  HISTORY     - UNK      MONUMENTED       WSMR
 DS0244  HISTORY     - 1969     GOOD             NGS
 DS0244
 DS0244                          STATION DESCRIPTION
 DS0244
 DS0244'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 DS0244'8.0 MI NW FROM OSCURO.
 DS0244'ABOUT 7.75 MILES NORTHWEST ALONG WHITE SANDS MISSILE RANGE ROUTE 12
 DS0244'FROM THE STORE AT OSCURO, THENCE 0.25 MILE NORTH ALONG WHITE SANDS
 DS0244'MISSILE RANGE ROUTE 9, 235 FEET WEST OF THE CENTER LINE OF THE ROUTE,
 DS0244'9.4 FEET WEST OF A WOODEN WITNESS POST, 2.0 FEET NORTH OF A METAL
 DS0244'WITNESS POST, ABOUT LEVEL WITH THE ROUTE, AND SET IN THE TOP OF A
 DS0244'CONCRETE POST WHICH PROJECTS 10 INCHES ABOVE THE SURFACE OF THE
 DS0244'GROUND.  SEC 24, T 9S, R 7E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0939 ***********************************************************************
 DR0939  DESIGNATION -  LIMESTONE
 DR0939  PID         -  DR0939
 DR0939  STATE/COUNTY-  NM/LINCOLN
 DR0939  USGS QUAD   -  GRANVILLE CANYON (1981)
 DR0939
 DR0939                         *CURRENT SURVEY CONTROL
 DR0939  ___________________________________________________________________
 DR0939* NAD 83(1992)-  33 36 06.39440(N)    105 06 05.03375(W)     ADJUSTED  
 DR0939* NAVD 88     -      1647.     (meters)    5404.     (feet)  SCALED    
 DR0939  ___________________________________________________________________
 DR0939  LAPLACE CORR-          -8.13  (seconds)                    DEFLEC99
 DR0939  GEOID HEIGHT-         -21.86  (meters)                     GEOID03
 DR0939
 DR0939  HORZ ORDER  -  THIRD
 DR0939
 DR0939.The horizontal coordinates were established by classical geodetic methods
 DR0939.and adjusted by the National Geodetic Survey in December 1993..
 DR0939
 DR0939.The orthometric height was scaled from a topographic map.
 DR0939
 DR0939.The Laplace correction was computed from DEFLEC99 derived deflections.
 DR0939
 DR0939.The geoid height was determined by GEOID03.
 DR0939
 DR0939;                    North         East     Units Scale Factor Converg.
 DR0939;SPC NM C     -   289,079.128   606,598.054   MT  1.00004005   +0 38 08.6
 DR0939;SPC NM C     -   948,420.44  1,990,147.12   sFT  1.00004005   +0 38 08.6
 DR0939;UTM  13      - 3,718,007.750   490,592.619   MT  0.99960109   -0 03 22.0
 DR0939
 DR0939!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR0939!SPC NM C     -   0.99974498  x   1.00004005  =   0.99978502
 DR0939!UTM  13      -   0.99974498  x   0.99960109  =   0.99934617
 DR0939
 DR0939:                Primary Azimuth Mark                     Grid Az
 DR0939:SPC NM C     -  SOUTH ARABELLA                           220 10 54.6
 DR0939:UTM  13      -  SOUTH ARABELLA                           220 52 25.2
 DR0939
 DR0939|---------------------------------------------------------------------|
 DR0939| PID    Reference Object                     Distance      Geod. Az  |
 DR0939|                                                           dddmmss.s |
 DR0939| DR0942 SOUTH ARABELLA                      APPROX. 8.8 KM 2204903.2 |
 DR0939|---------------------------------------------------------------------|
 DR0939
 DR0939                          SUPERSEDED SURVEY CONTROL
 DR0939
 DR0939  NAD 83(1986)-  33 36 06.39911(N)    105 06 05.03190(W) AD(       ) 3
 DR0939  NAD 27      -  33 36 06.08504(N)    105 06 03.09362(W) AD(       ) 3
 DR0939
 DR0939.Superseded values are not recommended for survey control.
 DR0939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0939.See file dsdata.txt to determine how the superseded data were derived.
 DR0939
 DR0939_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDT9059318008(NAD 83)
 DR0939_MARKER: DD = SURVEY DISK
 DR0939_SETTING: 66 = SET IN ROCK OUTCROP
 DR0939_SP_SET: SET IN ROCK OUTCROP
 DR0939_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DR0939+STABILITY: POSITION/ELEVATION WELL
 DR0939
 DR0939  HISTORY     - Date     Condition        Report By
 DR0939  HISTORY     - 1934     MONUMENTED       USGS
 DR0939
 DR0939                          STATION DESCRIPTION
 DR0939
 DR0939'DESCRIBED BY US GEOLOGICAL SURVEY 1934
 DR0939'ON FLAT SPARSELY TIMBERED RIDGE, ABOUT 2 MI. SE. OF TWO ABANDONED
 DR0939'STONE HOUSES, REPORTED TO BELONG TO RUSSEL BIRD.  ABOUT 4 MI. NE.
 DR0939'FROM THE VILLAGE OF ARABELLA AND ABOUT 3 MI. NE. FROM THE RANCH
 DR0939'OF L. PACHECO.  SAID RANCH IS REPORTED AS BEING IN THE E. 1/2 OF
 DR0939'SEC. 35, T 8 S, R 18 E.
 DR0939'
 DR0939'STATION IS RATHER DIFFICULT TO REACH, BUT THE BEST ROUTE IS PROBABLY
 DR0939'FROM THE ABANDONED STONE HOUSES OF RUSSEL BIRD.  FOLLOW UP FLAT DRAW
 DR0939'GENERALLY W. TO POINT WHERE OLD RD. ASCENDS AND CROSSES OVER RIDGE.
 DR0939'TURN W. AT THIS POINT, CONTINUING IN DRAW ABOUT 1 MI. TO SADDLE.
 DR0939'TURN SW. ASCENDING POINT OF SPUR TO TOP, FOLLOW TOP WHICH FORMS
 DR0939'DIVIDE S. AND SE. ABOUT 1.25 MI. TO STATION.
 DR0939'
 DR0939'STATION MARK--STANDARD TABLET, CEMENTED IN ROCK IN PLACE, AND
 DR0939'STAMPED ---D 1934 LIMESTONE---.
 DR0939'
 DR0939'REFERENCE MARK--STANDARD REFERENCE TABLET, CEMENTED IN ROCK IN PLACE,
 DR0939'26.40 FT. FROM STATION, N 64 DEG 41 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0983 ***********************************************************************
 DR0983  DESIGNATION -  LINCOLN
 DR0983  PID         -  DR0983
 DR0983  STATE/COUNTY-  NM/LINCOLN
 DR0983  USGS QUAD   -  LINCOLN (1989)
 DR0983
 DR0983                         *CURRENT SURVEY CONTROL
 DR0983  ___________________________________________________________________
 DR0983* NAD 83(1992)-  33 29 24.54671(N)    105 24 16.39122(W)     ADJUSTED  
 DR0983* NAVD 88     -      2001.     (meters)    6565.     (feet)  SCALED    
 DR0983  ___________________________________________________________________
 DR0983  LAPLACE CORR-          -6.35  (seconds)                    DEFLEC99
 DR0983  GEOID HEIGHT-         -20.10  (meters)                     GEOID03
 DR0983
 DR0983  HORZ ORDER  -  THIRD
 DR0983
 DR0983.The horizontal coordinates were established by classical geodetic methods
 DR0983.and adjusted by the National Geodetic Survey in December 1993..
 DR0983
 DR0983.The orthometric height was scaled from a topographic map.
 DR0983
 DR0983.The Laplace correction was computed from DEFLEC99 derived deflections.
 DR0983
 DR0983.The geoid height was determined by GEOID03.
 DR0983
 DR0983;                    North         East     Units Scale Factor Converg.
 DR0983;SPC NM C     -   276,428.127   578,563.237   MT  0.99997607   +0 27 59.5
 DR0983;SPC NM C     -   906,914.61  1,898,169.55   sFT  0.99997607   +0 27 59.5
 DR0983;UTM  13      - 3,705,700.579   462,418.555   MT  0.99961741   -0 13 23.6
 DR0983
 DR0983!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR0983!SPC NM C     -   0.99968916  x   0.99997607  =   0.99966524
 DR0983!UTM  13      -   0.99968916  x   0.99961741  =   0.99930669
 DR0983
 DR0983:                Primary Azimuth Mark                     Grid Az
 DR0983:SPC NM C     -  LINCOLN AZ MK                            033 16 35.0
 DR0983:UTM  13      -  LINCOLN AZ MK                            033 57 58.1
 DR0983
 DR0983|---------------------------------------------------------------------|
 DR0983| PID    Reference Object                     Distance      Geod. Az  |
 DR0983|                                                           dddmmss.s |
 DR0983| DR0984 LINCOLN AZ MK                       487.788 METERS 0334434.5 |
 DR0983|---------------------------------------------------------------------|
 DR0983
 DR0983                          SUPERSEDED SURVEY CONTROL
 DR0983
 DR0983  NAD 83(1986)-  33 29 24.55424(N)    105 24 16.39206(W) AD(       ) 3
 DR0983  NAD 27      -  33 29 24.26510(N)    105 24 14.43180(W) AD(       ) 3
 DR0983
 DR0983.Superseded values are not recommended for survey control.
 DR0983.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0983.See file dsdata.txt to determine how the superseded data were derived.
 DR0983
 DR0983_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDT6241905701(NAD 83)
 DR0983_MARKER: DS = TRIANGULATION STATION DISK
 DR0983_SETTING: 66 = SET IN ROCK OUTCROP
 DR0983
 DR0983  HISTORY     - Date     Condition        Report By
 DR0983  HISTORY     - 1936     MONUMENTED       CGS
 DR0983
 DR0983                          STATION DESCRIPTION
 DR0983
 DR0983'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 DR0983'THE STATION IS 1-1/4 MILES WEST-SOUTHWEST OF LINCOLN, ON THE
 DR0983'EXTREME NORTHWEST END OF A HIGH WOODED MESA, ON THE SOUTHWEST
 DR0983'SIDE OF THE RIO BONITO CANYON, AND ON THE HIGHEST GROUND IN
 DR0983'THE VICINITY.  THE STATION AND REFERENCE MARKS ARE STANDARD
 DR0983'DISKS SET IN ROCK.  REFERENCE
 DR0983'MARK NO. 1 IS 13.670 METERS (44.85 FEET) FROM THE STATION
 DR0983'N 40 DEG 38 MIN E, AND NO. 2 IS 16.225 METERS (53.23
 DR0983'FEET) FROM THE STATION S 18 DEG 54 MIN E.  STATION
 DR0983'LINCOLN AZIMUTH MAY BE USED AS AN AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0670 ***********************************************************************
 EO0670  DESIGNATION -  LINCOLN
 EO0670  PID         -  EO0670
 EO0670  STATE/COUNTY-  NM/ROOSEVELT
 EO0670  USGS QUAD   -  PORTALES (1985)
 EO0670
 EO0670                         *CURRENT SURVEY CONTROL
 EO0670  ___________________________________________________________________
 EO0670* NAD 83(1992)-  34 10 23.42206(N)    103 20 48.39094(W)     ADJUSTED  
 EO0670* NAVD 88     -      1249.2    (meters)    4098.     (feet)  VERTCON   
 EO0670  ___________________________________________________________________
 EO0670  LAPLACE CORR-          -1.39  (seconds)                    DEFLEC99
 EO0670  GEOID HEIGHT-         -22.88  (meters)                     GEOID03
 EO0670
 EO0670  HORZ ORDER  -  FIRST
 EO0670
 EO0670.The horizontal coordinates were established by classical geodetic methods
 EO0670.and adjusted by the National Geodetic Survey in December 1993..
 EO0670
 EO0670.The NAVD 88 height was computed by applying the VERTCON shift value to
 EO0670.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EO0670
 EO0670.The Laplace correction was computed from DEFLEC99 derived deflections.
 EO0670
 EO0670.The geoid height was determined by GEOID03.
 EO0670
 EO0670;                    North         East     Units Scale Factor Converg.
 EO0670;SPC NM E     -   352,303.989   255,950.991   MT  1.00001103   +0 33 15.1
 EO0670;SPC NM E     - 1,155,850.67    839,732.54   sFT  1.00001103   +0 33 15.1
 EO0670;UTM  13      - 3,782,592.255   652,369.079   MT  0.99988619   +0 55 43.6
 EO0670
 EO0670!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EO0670!SPC NM E     -   0.99980753  x   1.00001103  =   0.99981855
 EO0670!UTM  13      -   0.99980753  x   0.99988619  =   0.99969374
 EO0670
 EO0670:                Primary Azimuth Mark                     Grid Az
 EO0670:SPC NM E     -  LINCOLN RM 3                             358 33 30.1
 EO0670:UTM  13      -  LINCOLN RM 3                             358 11 01.6
 EO0670
 EO0670|---------------------------------------------------------------------|
 EO0670| PID    Reference Object                     Distance      Geod. Az  |
 EO0670|                                                           dddmmss.s |
 EO0670| CJ7724 LINCOLN RM 3                                       3590645.2 |
 EO0670|---------------------------------------------------------------------|
 EO0670
 EO0670                          SUPERSEDED SURVEY CONTROL
 EO0670
 EO0670  NAD 83(1986)-  34 10 23.43088(N)    103 20 48.38542(W) AD(       ) 1
 EO0670  NAD 27      -  34 10 23.13793(N)    103 20 46.55140(W) AD(       ) 1
 EO0670  NGVD 29 (07/19/86) 1248.7    (m)         4097.     (f) VERT ANG       
 EO0670
 EO0670.Superseded values are not recommended for survey control.
 EO0670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0670.See file dsdata.txt to determine how the superseded data were derived.
 EO0670
 EO0670_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFT5236982592(NAD 83)
 EO0670_MARKER: DS = TRIANGULATION STATION DISK
 EO0670_SETTING: 0 = UNSPECIFIED SETTING
 EO0670
 EO0670  HISTORY     - Date     Condition        Report By
 EO0670  HISTORY     - 1975     MONUMENTED       NGS
 EO0670
 EO0670                          STATION DESCRIPTION
 EO0670
 EO0670'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (JRS)
 EO0670'THE STATION IS LOCATED IN THE CITY OF PORTALES, ON THE CAMPUS OF
 EO0670'EASTERN NEW MEXICO UNIVERSITY, ON THE LANDING TO THE ELEVATOR
 EO0670'PENTHOUSE, ON THE ROOF OF THE MENS DORMITORY, LINCOLN HALL, WHICH
 EO0670'IS LOCATED AT THE INTERSECTION OF WEST 18TH STREET, AND SOUTH
 EO0670'AVENUE K.  PERMISSION WAS OBTAINED FROM MR. GERALD HAWK.
 EO0670'
 EO0670'THE STATION MARK IS A STANDARD DISK STAMPED LINCOLN 1974, CEMENTED
 EO0670'IN A DRILL HOLE IN A CONCRETE STEP.  IT IS IN THE CENTER OF THE
 EO0670'STEP, AND 53 INCHES ABOVE THE MAIN ROOF.
 EO0670'
 EO0670'REFERENCE MARK 3 IS A STANDARD DISK STAMPED LINCOLN NO 3 1974 AZ,
 EO0670'CEMENTED IN A DRILL HOLE IN A CONCRETE SIDEWALK.  IT IS 4.7 FEET
 EO0670'SOUTHWEST OF A WATER METER COVER, 11.3 FEET EAST-NORTHEAST OF A
 EO0670'METAL WITNESS POST, AND 48.0 FEET WEST OF THE CENTER OF SOUTH
 EO0670'AVENUE K.  IT IS 0.35 MILE NORTH OF THE STATION, AT THE
 EO0670'INTERSECTION OF WEST 17TH STREET, AND SOUTH AVENUE K.
 EO0670'
 EO0670'REFERENCE MARKS 1 AND 2 WERE NOT ESTABLISHED AT THIS TIME.
 EO0670'
 EO0670'HEIGHT OF LIGHT ABOVE STATION MARK 1.53 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0984 ***********************************************************************
 DR0984  DESIGNATION -  LINCOLN AZ MK
 DR0984  PID         -  DR0984
 DR0984  STATE/COUNTY-  NM/LINCOLN
 DR0984  USGS QUAD   -  LINCOLN (1989)
 DR0984
 DR0984                         *CURRENT SURVEY CONTROL
 DR0984  ___________________________________________________________________
 DR0984* NAD 83(1992)-  33 29 37.71195(N)    105 24 05.89482(W)     ADJUSTED  
 DR0984* NAVD 88     -      1970.     (meters)    6463.     (feet)  SCALED    
 DR0984  ___________________________________________________________________
 DR0984  LAPLACE CORR-          -6.19  (seconds)                    DEFLEC99
 DR0984  GEOID HEIGHT-         -20.11  (meters)                     GEOID03
 DR0984
 DR0984  HORZ ORDER  -  THIRD
 DR0984
 DR0984.The horizontal coordinates were established by classical geodetic methods
 DR0984.and adjusted by the National Geodetic Survey in December 1993..
 DR0984
 DR0984.The orthometric height was scaled from a topographic map.
 DR0984
 DR0984.The Laplace correction was computed from DEFLEC99 derived deflections.
 DR0984
 DR0984.The geoid height was determined by GEOID03.
 DR0984
 DR0984;                    North         East     Units Scale Factor Converg.
 DR0984;SPC NM C     -   276,835.925   578,830.869   MT  0.99997659   +0 28 05.5
 DR0984;SPC NM C     -   908,252.53  1,899,047.61   sFT  0.99997659   +0 28 05.5
 DR0984;UTM  13      - 3,706,104.980   462,690.979   MT  0.99961716   -0 13 17.9
 DR0984
 DR0984!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR0984!SPC NM C     -   0.99969402  x   0.99997659  =   0.99967062
 DR0984!UTM  13      -   0.99969402  x   0.99961716  =   0.99931130
 DR0984
 DR0984:                Primary Azimuth Mark                     Grid Az
 DR0984:SPC NM C     -  LINCOLN                                  213 16 34.7
 DR0984:UTM  13      -  LINCOLN                                  213 57 58.1
 DR0984
 DR0984|---------------------------------------------------------------------|
 DR0984| PID    Reference Object                     Distance      Geod. Az  |
 DR0984|                                                           dddmmss.s |
 DR0984| DR0983 LINCOLN                             487.788 METERS 2134440.2 |
 DR0984|---------------------------------------------------------------------|
 DR0984
 DR0984                          SUPERSEDED SURVEY CONTROL
 DR0984
 DR0984  NAD 83(1986)-  33 29 37.71922(N)    105 24 05.89586(W) AD(       ) 3
 DR0984  NAD 27      -  33 29 37.42860(N)    105 24 03.93710(W) AD(       ) 3
 DR0984
 DR0984.Superseded values are not recommended for survey control.
 DR0984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0984.See file dsdata.txt to determine how the superseded data were derived.
 DR0984
 DR0984_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDT6269106105(NAD 83)
 DR0984_MARKER: DZ = AZIMUTH MARK DISK
 DR0984_SETTING: 66 = SET IN ROCK OUTCROP
 DR0984_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 DR0984_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DR0984+STABILITY: POSITION/ELEVATION WELL
 DR0984
 DR0984  HISTORY     - Date     Condition        Report By
 DR0984  HISTORY     - 1936     MONUMENTED       CGS
 DR0984  HISTORY     - 1974     SEE DESCRIPTION  USGS
 DR0984
 DR0984                          STATION DESCRIPTION
 DR0984
 DR0984'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 DR0984'THE STATION IS WEST-SOUTHWEST OF LINCOLN, ON A HIGH WOODED
 DR0984'MESA, 487 METERS (1,600 FEET) NORTHEAST-BY-NORTH OF STATION
 DR0984'LINCOLN ON THE SUMMIT OF THE FIRST RIDGE TO THE NORTHEAST-BY-NORTH,
 DR0984'ABOUT 50 FEET SOUTH OF THE BRINK OF THE ROCKY BLUFF AT THE
 DR0984'NORTH END OF THE RIDGE, IN TOP OF A SMALL OUTCROP OF LEDGE
 DR0984'ROCK.  THE STATION MARK IS A STANDARD AZIMUTH DISK SET IN
 DR0984'ROCK.  STATIONS LINCOLN AND NOGAL
 DR0984'(U.S.G.S.) MAY BE USED AS AZIMUTH MARKS.
 DR0984
 DR0984                          STATION RECOVERY (1974)
 DR0984
 DR0984'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974 (JTD)
 DR0984'TO REACH THE STATION FROM THE POST OFFICE IN LINCOLN, N. ME,
 DR0984'GO NW ON U.S. HWY. 380 FOR 0.8 MILE TO A SIDE ROAD ON THE
 DR0984'LEFT JUST BEFORE REACHING BRIDGE.  TURN LEFT OFF HWY. AND TAKE
 DR0984'TRACK ROAD SSW UP DRAIN FOR 0.4 MILE TO ROAD FORK JUST PAST
 DR0984'GATE.  TAKE LEFT FORK UP STEEP ROCKY GRADE FOR 1.0 MILE TO TRAIL
 DR0984'FORK ON TOP OF MESA.  TAKE LEFT FORK AND FOLLOW DIM TRACK
 DR0984'ROAD NE FOR 0.3 MILE TO GATE.  PASS THROUGH GATE AND CONTINUE
 DR0984'ON NE FOR 0.2 MILE TO END OF TRUCK TRAVEL.  HIKE NORTHERLY
 DR0984'FOR ABOUT 100 YDS. TO WHERE RIDGE CURVES TO THE WEST THENCE
 DR0984'WEST FOR ABOUT 200 YDS. TO WHERE FENCE LINE CROSSES RIDGE.  THE
 DR0984'STATION IS ABOUT 80 FT. WEST OF FENCE LINE.  STA. MK.--A
 DR0984'USC AND GS AZIMUTH DISK STAMPED LINCOLN 1936.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0550 ***********************************************************************
 GN0550  DESIGNATION -  LIND
 GN0550  PID         -  GN0550
 GN0550  STATE/COUNTY-  NM/RIO ARRIBA
 GN0550  USGS QUAD   -  LINDRITH (1963)
 GN0550
 GN0550                         *CURRENT SURVEY CONTROL
 GN0550  ___________________________________________________________________
 GN0550* NAD 83(1992)-  36 15 37.44369(N)    107 00 12.33980(W)     ADJUSTED  
 GN0550* NAVD 88     -      2304.1    (meters)    7559.     (feet)  VERTCON   
 GN0550  ___________________________________________________________________
 GN0550  LAPLACE CORR-           5.96  (seconds)                    DEFLEC99
 GN0550  GEOID HEIGHT-         -19.38  (meters)                     GEOID03
 GN0550
 GN0550  HORZ ORDER  -  SECOND
 GN0550
 GN0550.The horizontal coordinates were established by classical geodetic methods
 GN0550.and adjusted by the National Geodetic Survey in December 1993..
 GN0550
 GN0550.The NAVD 88 height was computed by applying the VERTCON shift value to
 GN0550.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GN0550
 GN0550.The Laplace correction was computed from DEFLEC99 derived deflections.
 GN0550
 GN0550.The geoid height was determined by GEOID03.
 GN0550
 GN0550;                    North         East     Units Scale Factor Converg.
 GN0550;SPC NM C     -   583,667.752   432,298.388   MT  0.99995646   -0 26 44.3
 GN0550;SPC NM C     - 1,914,916.62  1,418,298.96   sFT  0.99995646   -0 26 44.3
 GN0550;UTM  13      - 4,014,692.892   320,020.185   MT  0.99999913   -1 11 06.9
 GN0550
 GN0550!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GN0550!SPC NM C     -   0.99964155  x   0.99995646  =   0.99959802
 GN0550!UTM  13      -   0.99964155  x   0.99999913  =   0.99964068
 GN0550
 GN0550|---------------------------------------------------------------------|
 GN0550| PID    Reference Object                     Distance      Geod. Az  |
 GN0550|                                                           dddmmss.s |
 GN0550| CD4493 LIND RM 1                             8.275 METERS 08456     |
 GN0550| CD4494 LIND RM 2                            29.712 METERS 21100     |
 GN0550| CD4492 LIND AZ MK                                         2341529.2 |
 GN0550|---------------------------------------------------------------------|
 GN0550
 GN0550                          SUPERSEDED SURVEY CONTROL
 GN0550
 GN0550  NAD 83(1986)-  36 15 37.44359(N)    107 00 12.34531(W) AD(       ) 2
 GN0550  NAD 27      -  36 15 37.37150(N)    107 00 10.18860(W) AD(       ) 2
 GN0550  NGVD 29 (07/19/86) 2303.0    (m)         7556.     (f) VERT ANG       
 GN0550
 GN0550.Superseded values are not recommended for survey control.
 GN0550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0550.See file dsdata.txt to determine how the superseded data were derived.
 GN0550
 GN0550_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCA2002014693(NAD 83)
 GN0550_MARKER: DS = TRIANGULATION STATION DISK
 GN0550_SETTING: 0 = UNSPECIFIED SETTING
 GN0550
 GN0550  HISTORY     - Date     Condition        Report By
 GN0550  HISTORY     - 1960     MONUMENTED       CGS
 GN0550
 GN0550                          STATION DESCRIPTION
 GN0550
 GN0550'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (HWK)
 GN0550'THE STATION IS APPROXIMATELY 6 MILES NORTHWEST OF REGINA, 3-1/2
 GN0550'MILES SOUTHEAST OF LINDRITH, ON THE SOUTH END OF A SMALL
 GN0550'FLAT TOP RIDGE AND ON THE PROPERTY OF MR. RALPH BROWN.
 GN0550'
 GN0550'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 95
 GN0550'AND 96 IN REGINA, GO NORTH ON HIGHWAY 96 FOR 3.0 MILES TO
 GN0550'THE JUNCTION OF STATE HIGHWAY 95 AND 112.  TURN LEFT ON HIGHWAY
 GN0550'95 FOR 6.0 MILES TO A STEEL GATE ON THE RIGHT.  TURN RIGHT
 GN0550'THROUGH THE STEEL GATE AND THEN BEAR LEFT FOR 0.1 MILE TO A
 GN0550'SIDE ROAD ON THE RIGHT.  TURN RIGHT, EAST, FOR 0.6
 GN0550'MILE TO A ROAD FORK.  BEAR LEFT FOR 0.85 MILE TO A
 GN0550'ROAD FORK.  BEAR RIGHT FOR 0.2 MILE TO THE AZIMUTH
 GN0550'MARK ON THE RIGHT.  CONTINUE STRAIGHT AHEAD FOR 0.8 MILE TO
 GN0550'A WIRE GATE AND THE END OF TRUCK TRAVEL.  FROM HERE PACK
 GN0550'WEST ALONG THE NORTH SIDE OF A FENCE FOR ABOUT 200 YARDS,
 GN0550'THEN NORTH FOR ABOUT 100 YARDS TO A NARROW RIDGE.  PACK
 GN0550'WEST UP THE NARROW RIDGE AND THEN SOUTH ALONG THE TOP OF
 GN0550'THE RIDGE TO THE HIGHEST POINT OF THE HILL AND THE STATION.
 GN0550'REQUIRED PACKING TIME 15 MINUTES.
 GN0550'
 GN0550'STATION MARKS ARE STANDARD DISKS STAMPED LIND 1960.  THE
 GN0550'SURFACE DISK IS BRAZED TO THE TOP OF A 2 INCH CAST IRON PIPE
 GN0550'WHICH PROJECTS 5 INCHES.  IT IS 66.5 FEET SOUTHWEST OF A
 GN0550'12 INCH PINE TREE.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR
 GN0550'MASS OF CONCRETE 30 INCHES BELOW THE SURFACE OF THE GROUND.
 GN0550'
 GN0550'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED LIND NO 1 1960,
 GN0550'IS BRAZED TO THE TOP OF A 2 INCH CAST IRON PIPE WHICH PROJECTS
 GN0550'3 INCHES.  IT IS 41 FEET SOUTHWEST OF THE 12 INCH PINE TREE
 GN0550'AND ABOUT 6 FEET LOWER IN ELEVATION THAN THE STATION.
 GN0550'
 GN0550'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED LIND NO 2 1960,
 GN0550'IS CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK.  IT IS
 GN0550'ABOUT 10 FEET NORTH OF THE SOUTH EDGE OF THE RIDGE AND ABOUT
 GN0550'12 FEET LOWER IN ELEVATION THAN THE STATION.
 GN0550'
 GN0550'AZIMUTH MARK, A STANDARD DISK STAMPED LIND 1960, IS SET IN A
 GN0550'SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.  IT IS 39
 GN0550'FEET SOUTHEAST OF THE CENTER OF THE DIRT ROAD AND 2 FEET
 GN0550'SOUTHEAST OF A METAL WITNESS POST.
 GN0550'
 GN0550'NOTE.  REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1555 ***********************************************************************
 CX1555  DESIGNATION -  LINDA
 CX1555  PID         -  CX1555
 CX1555  STATE/COUNTY-  NM/OTERO
 CX1555  USGS QUAD   -  NEWMAN NE (1955)
 CX1555
 CX1555                         *CURRENT SURVEY CONTROL
 CX1555  ___________________________________________________________________
 CX1555* NAD 83(1992)-  32 13 19.02518(N)    106 15 54.12638(W)     ADJUSTED  
 CX1555* NAVD 88     -      1252.4    (meters)    4109.     (feet)  VERTCON   
 CX1555  ___________________________________________________________________
 CX1555  LAPLACE CORR-           3.66  (seconds)                    DEFLEC99
 CX1555  GEOID HEIGHT-         -23.60  (meters)                     GEOID03
 CX1555
 CX1555  HORZ ORDER  -  FIRST
 CX1555
 CX1555.The horizontal coordinates were established by classical geodetic methods
 CX1555.and adjusted by the National Geodetic Survey in December 1993..
 CX1555
 CX1555.The NAVD 88 height was computed by applying the VERTCON shift value to
 CX1555.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CX1555
 CX1555.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1555
 CX1555.The geoid height was determined by GEOID03.
 CX1555
 CX1555;                    North         East     Units Scale Factor Converg.
 CX1555;SPC NM C     -   135,476.579   498,582.860   MT  0.99990002   -0 00 28.9
 CX1555;SPC NM C     -   444,476.08  1,635,767.27   sFT  0.99990002   -0 00 28.9
 CX1555;UTM  13      - 3,565,739.509   380,795.200   MT  0.99977523   -0 40 28.5
 CX1555
 CX1555!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1555!SPC NM C     -   0.99980710  x   0.99990002  =   0.99970714
 CX1555!UTM  13      -   0.99980710  x   0.99977523  =   0.99958237
 CX1555
 CX1555|---------------------------------------------------------------------|
 CX1555| PID    Reference Object                     Distance      Geod. Az  |
 CX1555|                                                           dddmmss.s |
 CX1555| CC6840 LINDA RM 1                           14.648 METERS 05126     |
 CX1555| CC6841 LINDA RM 2                            9.337 METERS 16209     |
 CX1555| CX1639 RUBY                                APPROX. 6.3 KM 3243216.2 |
 CX1555|---------------------------------------------------------------------|
 CX1555
 CX1555                          SUPERSEDED SURVEY CONTROL
 CX1555
 CX1555  NAD 83(1986)-  32 13 19.03089(N)    106 15 54.12346(W) AD(       ) 1
 CX1555  NAD 27      -  32 13 18.67087(N)    106 15 52.17626(W) AD(       ) 1
 CX1555  NGVD 29 (07/19/86) 1251.8    (m)         4107.     (f) VERT ANG       
 CX1555
 CX1555.Superseded values are not recommended for survey control.
 CX1555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1555.See file dsdata.txt to determine how the superseded data were derived.
 CX1555
 CX1555_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR8079565740(NAD 83)
 CX1555_MARKER: DS = TRIANGULATION STATION DISK
 CX1555_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CX1555_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CX1555
 CX1555  HISTORY     - Date     Condition        Report By
 CX1555  HISTORY     - 1968     MONUMENTED       CGS
 CX1555
 CX1555                          STATION DESCRIPTION
 CX1555
 CX1555'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JCC)
 CX1555'THE STATION IS LOCATED ABOUT 16.5 MILES SOUTHEAST OF WHITE SANDS
 CX1555'MISSILE RANGE HEADQUARTERS BUILDING AND ABOUT 15 MILES NORTHEAST OF
 CX1555'DONA ANA RANGE CAMP ON PROPERTY OWNED BY THE U.S. ARMY.
 CX1555'
 CX1555'TO REACH THE STATION FROM WHITE SANDS MISSILE RANGE HEADQUARTERS
 CX1555'BUILDING, GO SOUTH AND SOUTHEASTERLY ON HEADQUARTERS AVENUE FOR 3.9
 CX1555'MILES TO AN M.P. CHECKPOINT.  PASS THROUGH THE CHECKPOINT AND
 CX1555'CONTINUE SOUTHERLY ON WSMR 1 FOR 4.8 MILES TO A SIDE ROAD LEFT AND
 CX1555'TRIANGULATION STATION BEASLEY ON THE RIGHT.  TURN LEFT AND GO
 CX1555'EAST ON A DIRT ROAD FOR 0.65 MILE TO A FORK.  TAKE LEFT FORK AND GO
 CX1555'EAST-NORTHEAST ON A DIRT ROAD FOR 7.0 MILES TO A CROSSROAD.
 CX1555'TURN RIGHT AND GO SOUTH ON A DIRT ROAD FOR 5.3 MILES TO A SIDE
 CX1555'ROAD LEFT.  TURN LEFT AND GO EASTERLY ON A DIRT ROAD FOR 0.2
 CX1555'MILE.  HERE TURN RIGHT AND GO SOUTHEAST, WINDING AROUND SAND
 CX1555'DUNES, FOR 0.15 MILE TO A LARGE SAND DUNE AND THE STATION ON TOP.
 CX1555'
 CX1555'STATION MARK, A STANDARD DISK, STAMPED LINDA 1968, IS SET IN THE TOP
 CX1555'OF A CONCRETE MONUMENT 12 INCHES IN DIAMETER THAT PROJECTS ABOUT 4
 CX1555'INCHES.  IT IS ABOUT THE CENTER OF THE TOP OF THE SAND DUNE AND 10
 CX1555'FEET SOUTH OF A METAL WITNESS SIGN.
 CX1555'
 CX1555'R.M. NO. 1, A STANDARD DISK, STAMPED LINDA NO 1 1968, IS SET IN THE
 CX1555'TOP OF A CONCRETE MONUMENT 12 INCHES IN DIAMETER THAT PROJECTS ABOUT
 CX1555'4 INCHES.  IT IS 44 FEET NORTHEAST OF A METAL WITNESS SIGN.
 CX1555'
 CX1555'R.M. NO. 2, A STANDARD DISK, STAMPED LINDA NO 2 1968, IS SET IN THE
 CX1555'TOP OF A CONCRETE MONUMENT THAT PROJECTS ABOUT 4 INCHES.
 CX1555'
 CX1555'A 4 WHEEL DRIVE VEHICLE NECESSARY THE LAST 0.15 MILE.
 CX1555'
 CX1555'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0634 ***********************************************************************
 EQ0634  DESIGNATION -  LINE
 EQ0634  PID         -  EQ0634
 EQ0634  STATE/COUNTY-  NM/BERNALILLO
 EQ0634  USGS QUAD   -  SOUTH GARCIA (1971)
 EQ0634
 EQ0634                         *CURRENT SURVEY CONTROL
 EQ0634  ___________________________________________________________________
 EQ0634* NAD 83(1992)-  34 59 33.70721(N)    107 04 31.67414(W)     ADJUSTED  
 EQ0634* NAVD 88     -      1740.969  (meters)    5711.83   (feet)  ADJUSTED  
 EQ0634  ___________________________________________________________________
 EQ0634  LAPLACE CORR-          -3.06  (seconds)                    DEFLEC99
 EQ0634  GEOID HEIGHT-         -21.32  (meters)                     GEOID03
 EQ0634  DYNAMIC HT  -        1738.578 (meters)    5703.98  (feet)  COMP
 EQ0634  MODELED GRAV-     979,199.1   (mgal)                       NAVD 88
 EQ0634
 EQ0634  HORZ ORDER  -  SECOND
 EQ0634  VERT ORDER  -  FIRST     CLASS II
 EQ0634
 EQ0634.The horizontal coordinates were established by classical geodetic methods
 EQ0634.and adjusted by the National Geodetic Survey in December 1993..
 EQ0634
 EQ0634.The orthometric height was determined by differential leveling
 EQ0634.and adjusted by the National Geodetic Survey in June 1991..
 EQ0634
 EQ0634.The Laplace correction was computed from DEFLEC99 derived deflections.
 EQ0634
 EQ0634.The geoid height was determined by GEOID03.
 EQ0634
 EQ0634.The dynamic height is computed by dividing the NAVD 88
 EQ0634.geopotential number by the normal gravity value computed on the
 EQ0634.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EQ0634.degrees latitude (g = 980.6199 gals.).
 EQ0634
 EQ0634.The modeled gravity was interpolated from observed gravity values.
 EQ0634
 EQ0634;                    North         East     Units Scale Factor Converg.
 EQ0634;SPC NM C     -   443,075.345   424,644.749   MT  0.99996996   -0 28 24.3
 EQ0634;SPC NM C     - 1,453,656.36  1,393,188.65   sFT  0.99996996   -0 28 24.3
 EQ0634;SPC NM W     -   443,033.829   899,185.487   MT  0.99997564   +0 26 04.7
 EQ0634;SPC NM W     - 1,453,520.15  2,950,077.72   sFT  0.99997564   +0 26 04.7
 EQ0634;UTM  13      - 3,874,201.082   310,579.257   MT  1.00004223   -1 11 26.1
 EQ0634
 EQ0634!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EQ0634!SPC NM C     -   0.99973015  x   0.99996996  =   0.99970011
 EQ0634!SPC NM W     -   0.99973015  x   0.99997564  =   0.99970579
 EQ0634!UTM  13      -   0.99973015  x   1.00004223  =   0.99977236
 EQ0634
 EQ0634|---------------------------------------------------------------------|
 EQ0634| PID    Reference Object                     Distance      Geod. Az  |
 EQ0634|                                                           dddmmss.s |
 EQ0634| CD3108 LINE RM 2                                          03818     |
 EQ0634| CD3106 LINE AZ MK                                         2925205.9 |
 EQ0634| CD3107 LINE RM 1                                          31559     |
 EQ0634|---------------------------------------------------------------------|
 EQ0634
 EQ0634                          SUPERSEDED SURVEY CONTROL
 EQ0634
 EQ0634  NAD 83(1986)-  34 59 33.71074(N)    107 04 31.67521(W) AD(       ) 2
 EQ0634  NAD 27      -  34 59 33.54198(N)    107 04 29.54657(W) AD(       ) 2
 EQ0634  NGVD 29 (??/??/92) 1740.150  (m)         5709.14   (f) ADJ UNCH    1 2
 EQ0634
 EQ0634.Superseded values are not recommended for survey control.
 EQ0634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0634.See file dsdata.txt to determine how the superseded data were derived.
 EQ0634
 EQ0634_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU1057974201(NAD 83)
 EQ0634_MARKER: DS = TRIANGULATION STATION DISK
 EQ0634_SETTING: 66 = SET IN ROCK OUTCROP
 EQ0634_SP_SET: ROCK OUTCROP
 EQ0634_STAMPING: LINE 1958
 EQ0634_MARK LOGO: CGS   
 EQ0634_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EQ0634+STABILITY: POSITION/ELEVATION WELL
 EQ0634
 EQ0634  HISTORY     - Date     Condition        Report By
 EQ0634  HISTORY     - 1958     MONUMENTED       CGS
 EQ0634  HISTORY     - 1971     GOOD             NMHD
 EQ0634  HISTORY     - 1972     GOOD             NGS
 EQ0634  HISTORY     - 1982     GOOD             NGS
 EQ0634
 EQ0634                          STATION DESCRIPTION
 EQ0634
 EQ0634'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RLE)
 EQ0634'THE STATION IS LOCATED ABOUT 25 MILES WEST-SOUTHWEST OF
 EQ0634'ALBUQUERQUE AND 7 MILES NORTHEAST OF CORREO, ON THE SOUTHWEST
 EQ0634'EDGE OF A LOW NORTHWEST-SOUTHEAST RIDGE.  IT IS 81 FEET
 EQ0634'SOUTHEAST OF A CAIRN.  THE MARK IS SET IN OUT-CROPPING BEDROCK
 EQ0634'AND IS STAMPED LINE 1958.
 EQ0634'
 EQ0634'REFERENCE MARK NO. 1 IS 46 FEET SOUTHEAST OF THE CAIRN.  THE
 EQ0634'MARK PROJECTS 1 FOOT AND IS STAMPED LINE NO 1 1958.
 EQ0634'
 EQ0634'REFERENCE MARK NO. 2 PROJECTS 6 INCHES AND IS STAMPED LINE NO
 EQ0634'2 1958.
 EQ0634'
 EQ0634'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK
 EQ0634'NO. 2 IS 50.8 FEET.
 EQ0634'
 EQ0634'THE AZIMUTH MARK IS 8 FEET WEST OF POWER POLE NO. 979, 3 FEET
 EQ0634'EAST OF A GATE POST, 3 FEET WEST OF A WITNESS POST AND 1 FOOT
 EQ0634'SOUTH OF A FENCE.  THE MARK PROJECTS 6 INCHES AND IS STAMPED
 EQ0634'LINE 1958.
 EQ0634'
 EQ0634'TO REACH THE STATION FROM THE RIO PUERCO TRADING POST, GO
 EQ0634'WEST ON U.S. HIGHWAY 66 FOR 0.15 MILES TO THE BRIDGE OVER THE
 EQ0634'RIO PUERCO RIVER, CROSS OVER THE BRIDGE AND CONTINUE WESTERLY
 EQ0634'ON HIGHWAY 66 FOR 8.1 MILES TO A METAL GATE ON THE LEFT AND
 EQ0634'THE AZIMUTH MARK AS DESCRIBED.  GO THROUGH THE GATE AND BEAR
 EQ0634'SOUTHEAST FOR 0.2 MILE TO THE HIGHEST PART OF THE RIDGE AND
 EQ0634'THE STATION AS DESCRIBED.
 EQ0634'
 EQ0634'THE O PARTY EQUIPMENT WAS PACKED IN FROM THE GATE AS THE LAND
 EQ0634'NEAR THE GATE IS VERY SANDY.
 EQ0634'
 EQ0634'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 EQ0634
 EQ0634                          STATION RECOVERY (1971)
 EQ0634
 EQ0634'RECOVERY NOTE BY NM HIGHWAY DEPT 1971
 EQ0634'LINE 1958-GOOD
 EQ0634
 EQ0634                          STATION RECOVERY (1972)
 EQ0634
 EQ0634'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (RGL)
 EQ0634'THE STATION WAS RECOVERED AS DESCRIBED IN 1958 AND FOUND IN GOOD
 EQ0634'CONDITION.
 EQ0634
 EQ0634                          STATION RECOVERY (1982)
 EQ0634
 EQ0634'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 EQ0634'36.8 KM (22.85 MI) SW FROM ALBUQUERQUE.
 EQ0634'36.8 KM (22.85 MI) SOUTHWESTERLY ALONG INTERSTATE HIGHWAY 40 FROM ITS
 EQ0634'JUNCTION WITH STATE HIGHWAY 448 AT THE NORTHWEST EDGE OF ALBUQUERQUE,
 EQ0634'IN THE CENTER OF A 4 BY 4 FT EXPOSED AREA OF OUTCROPPING BEDROCK ON
 EQ0634'THE TOP OF A SMALL HILL, 0.8 KM (0.5 MI) NORTHEAST OF MILEPOST 135,
 EQ0634'266.7 METERS (875.0 FT) SOUTHEAST OF THE CENTERLINE OF THE NORTHEAST
 EQ0634'BOUND LANES OF THE HIGHWAY, 233.8 METERS (767.1 FT) SOUTHEAST OF A
 EQ0634'FENCE AND 119.9 METERS (393.4 FT) WEST OF A FENCE.
 EQ0634'THE MARK IS 6.1 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY1039 ***********************************************************************
 CY1039  DESIGNATION -  LINE
 CY1039  PID         -  CY1039
 CY1039  STATE/COUNTY-  NM/HIDALGO
 CY1039  USGS QUAD   -  TABLE TOP MOUNTAIN (1964)
 CY1039
 CY1039                         *CURRENT SURVEY CONTROL
 CY1039  ___________________________________________________________________
 CY1039* NAD 83(1992)-  32 00 33.75336(N)    108 48 13.17270(W)     ADJUSTED  
 CY1039* NAVD 88     -      2065.     (meters)    6775.     (feet)  SCALED    
 CY1039  ___________________________________________________________________
 CY1039  LAPLACE CORR-           3.40  (seconds)                    DEFLEC99
 CY1039  GEOID HEIGHT-         -25.86  (meters)                     GEOID03
 CY1039
 CY1039  HORZ ORDER  -  SECOND
 CY1039
 CY1039.The horizontal coordinates were established by classical geodetic methods
 CY1039.and adjusted by the National Geodetic Survey in December 1993..
 CY1039
 CY1039.The orthometric height was scaled from a topographic map.
 CY1039
 CY1039.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY1039
 CY1039.The geoid height was determined by GEOID03.
 CY1039
 CY1039;                    North         East     Units Scale Factor Converg.
 CY1039;SPC NM W     -   112,319.944   738,325.908   MT  1.00002028   -0 30 51.7
 CY1039;SPC NM W     -   368,503.02  2,422,324.25   sFT  1.00002028   -0 30 51.7
 CY1039;UTM  12      - 3,543,583.237   707,457.453   MT  1.00013080   +1 09 52.6
 CY1039
 CY1039!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY1039!SPC NM W     -   0.99967996  x   1.00002028  =   0.99970023
 CY1039!UTM  12      -   0.99967996  x   1.00013080  =   0.99981072
 CY1039
 CY1039:                Primary Azimuth Mark                     Grid Az
 CY1039:SPC NM W     -  GEE                                      003 11 00.5
 CY1039:UTM  12      -  GEE                                      001 30 16.2
 CY1039
 CY1039|---------------------------------------------------------------------|
 CY1039| PID    Reference Object                     Distance      Geod. Az  |
 CY1039|                                                           dddmmss.s |
 CY1039| CY1040 GEE                                 APPROX.11.7 KM 0024008.8 |
 CY1039|---------------------------------------------------------------------|
 CY1039
 CY1039                          SUPERSEDED SURVEY CONTROL
 CY1039
 CY1039  NAD 83(1992)-  32 00 33.75204(N)    108 48 13.17225(W) AD(       ) 2
 CY1039  NAD 83(1986)-  32 00 33.75003(N)    108 48 13.17059(W) AD(       ) 2
 CY1039  NAD 27      -  32 00 33.42714(N)    108 48 10.96734(W) AD(       ) 2
 CY1039
 CY1039.Superseded values are not recommended for survey control.
 CY1039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1039.See file dsdata.txt to determine how the superseded data were derived.
 CY1039
 CY1039_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYA0745743583(NAD 83)
 CY1039_MARKER: DD = SURVEY DISK
 CY1039_SETTING: 66 = SET IN ROCK OUTCROP
 CY1039_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CY1039
 CY1039  HISTORY     - Date     Condition        Report By
 CY1039  HISTORY     - 1938     MONUMENTED       USGS
 CY1039  HISTORY     - 1938     GOOD             NGS
 CY1039
 CY1039                          STATION DESCRIPTION
 CY1039
 CY1039'DESCRIBED BY US GEOLOGICAL SURVEY 1938 (FGJ)
 CY1039'ABOUT 10 MILES N OF ANIMAS, 1/2 MILE W OF ROAD LEADING FROM
 CY1039'ANIMAS TO LORDSBURG, ON HIGHEST ONE OF A SMALL RANGE OF
 CY1039'HILLS THRU WHICH THE ROAD PASSES IN LINE WITH ROAD AND FENCE
 CY1039'RUNNING EAST AND WEST ACROSS ANIMAS VALLEY (PROBABLY TOWNSHIP
 CY1039'OR SECTION LINE).
 CY1039'
 CY1039'MARK IS A STANDARD USGS TABLET CEMENTED IN SOLID ROCK STAMPED
 CY1039'Y 1931.  REFERENCE MARK IS A STANDARD REFERENCE TABLET CEMENTED
 CY1039'IN ROCK LEDGE 12.20 FEET FROM STATION S 65 DEG 12 MIN W.
 CY1039
 CY1039                          STATION RECOVERY (1938)
 CY1039
 CY1039'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1938
 CY1039'ABOUT 10 MI. N. OF ANIMAS, 0.5 MI. W. OF RD. LEADING FROM ANIMAS TO
 CY1039'LORDSBURG, ON HIGHEST ONE OF A SMALL RANGE OF HILLS THROUGH WHICH
 CY1039'THE RD. PASSES, IN LINE WITH RD. AND FENCE RUNNING E. AND W. ACROSS
 CY1039'ANIMAS VALLEY.
 CY1039'
 CY1039'TO REACH THE STATION FROM THE ANIMAS, NEW MEXICO, POST OFFICE, GO E.
 CY1039'ON STATE ROAD NO. 9 FOR 0.6 MI. TO A SMALL CEMETERY AND A T-RD. N.
 CY1039'TURN LEFT AND GO N. FOR 4.3 MI. TO A TRAIL LEFT (W.).  THE HILL
 CY1039'WITH THE STATION CAN BE SEEN ABOUT 1/2 MI. TOWARD THE W. OF THIS
 CY1039'POINT.  TURN LEFT AND GO W. ON THE THIS TRAIL FOR 0.35 MI.  AT THIS
 CY1039'POINT TURN LEFT, LEAVING TRAIL, AND GO ACROSS COUNTRY SW. AND
 CY1039'WESTERLY FOR 0.35 MI. TO A SADDLE JUST N. OF THE HILL CONTAINING
 CY1039'THE STATION AND THE END OF TRUCK TRAVEL.  FROM HERE PACK SOUTHERLY
 CY1039'TO THE HIGHEST POINT AND THE STATION.  ABOUT A 15 MINUTE PACK.
 CY1039'
 CY1039'STATION MARK--STANDARD TABLET, CEMENTED IN SOLID ROCK, AND STAMPED
 CY1039'---Y 1931---.
 CY1039'
 CY1039'REFERENCE MARK--STANDARD REFERENCE TABLET, CEMENTED IN ROCK LEDGE,
 CY1039'12.20 FT. FROM STATION, S 65 DEG 12 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1611 ***********************************************************************
 FO1611  DESIGNATION -  LINE
 FO1611  PID         -  FO1611
 FO1611  STATE/COUNTY-  NM/MCKINLEY
 FO1611  USGS QUAD   -  CERRO PELON (1995)
 FO1611
 FO1611                         *CURRENT SURVEY CONTROL
 FO1611  ___________________________________________________________________
 FO1611* NAD 83(1992)-  35 20 40.28917(N)    107 30 14.57286(W)     ADJUSTED  
 FO1611* NAVD 88     -      2669.6    (meters)    8759.     (feet)  VERTCON   
 FO1611  ___________________________________________________________________
 FO1611  LAPLACE CORR-           1.39  (seconds)                    DEFLEC99
 FO1611  GEOID HEIGHT-         -19.98  (meters)                     GEOID03
 FO1611
 FO1611  HORZ ORDER  -  THIRD
 FO1611
 FO1611.The horizontal coordinates were established by classical geodetic methods
 FO1611.and adjusted by the National Geodetic Survey in December 1993..
 FO1611
 FO1611.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1611.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1611
 FO1611.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1611
 FO1611.The geoid height was determined by GEOID03.
 FO1611
 FO1611;                    North         East     Units Scale Factor Converg.
 FO1611;SPC NM W     -   481,851.044   859,930.876   MT  0.99992770   +0 11 25.8
 FO1611;SPC NM W     - 1,580,872.97  2,821,289.88   sFT  0.99992770   +0 11 25.8
 FO1611;UTM  13      - 3,914,128.351   272,439.194   MT  1.00023821   -1 26 57.1
 FO1611
 FO1611!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1611!SPC NM W     -   0.99958429  x   0.99992770  =   0.99951202
 FO1611!UTM  13      -   0.99958429  x   1.00023821  =   0.99982240
 FO1611
 FO1611|---------------------------------------------------------------------|
 FO1611| PID    Reference Object                     Distance      Geod. Az  |
 FO1611|                                                           dddmmss.s |
 FO1611| CD4496 LINE RM 1                            12.668 METERS 05935     |
 FO1611| CD4497 LINE RM 2                             8.096 METERS 27447     |
 FO1611| CD4495 LINE AZ MK                                         2764602.8 |
 FO1611|---------------------------------------------------------------------|
 FO1611
 FO1611                          SUPERSEDED SURVEY CONTROL
 FO1611
 FO1611  NAD 83(1986)-  35 20 40.28950(N)    107 30 14.57579(W) AD(       ) 3
 FO1611  NAD 27      -  35 20 40.16270(N)    107 30 12.39290(W) AD(       ) 3
 FO1611  NGVD 29 (07/19/86) 2668.3    (m)         8754.     (f) VERT ANG       
 FO1611
 FO1611.Superseded values are not recommended for survey control.
 FO1611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1611.See file dsdata.txt to determine how the superseded data were derived.
 FO1611
 FO1611_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBV7243914128(NAD 83)
 FO1611_MARKER: DS = TRIANGULATION STATION DISK
 FO1611_SETTING: 80 = SET IN A BOULDER
 FO1611_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 FO1611
 FO1611  HISTORY     - Date     Condition        Report By
 FO1611  HISTORY     - 1958     MONUMENTED       CGS
 FO1611  HISTORY     - 1971     GOOD             NGS
 FO1611
 FO1611                          STATION DESCRIPTION
 FO1611
 FO1611'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RLE)
 FO1611'THE STATION IS LOCATED ABOUT 23 MILES NORTHEAST OF GRANTS AND 8
 FO1611'MILES EAST OF SAN MATEO ON A ROUND TOPPED, GRASSY HILL PARTLY
 FO1611'COVERED WITH BRUSH, 0.15 MILE NORTH OF A CROSS COUNTRY ELECTRIC
 FO1611'POWER TRANSMISSION LINE, 17 FEET WEST OF THE HIGHEST POINT
 FO1611'OF THE CREST OF THE HILL, 12 FEET NORTHEAST OF A GROUP OF LARGE
 FO1611'BOULDERS AND 5 FEET SOUTH OF A WITNESS POST.  THE MARK IS SET IN
 FO1611'A BOULDER WHICH MEASURES ABOUT 3 BY 3 FEET AND PROJECTS 8
 FO1611'INCHES.  IT IS STAMPED LINE 1958.
 FO1611'
 FO1611'REFERENCE MARK NO. 1 IS SET IN A BOULDER WHICH MEASURES ABOUT
 FO1611'2 BY 2 FEET AND IS FLUSH WITH THE SURFACE OF THE GROUND ON THE
 FO1611'CREST OF THE HILL, 37 FEET NORTHEAST OF THE WITNESS POST.
 FO1611'THE MARK IS STAMPED LINE NO 1 1958.
 FO1611'
 FO1611'REFERENCE MARK NO. 2 IS ABOUT 4 FEET LOWER THAN THE STATION, 30
 FO1611'FEET SOUTHWEST OF THE WITNESS POST.  IT IS SET IN AN IRREGULAR
 FO1611'SHAPED BOULDER WHICH MEASURES ABOUT 6 BY 10 FEET AND PROJECTS
 FO1611'7 FEET.  THE MARK IS STAMPED LINE NO 2 1958.
 FO1611'
 FO1611'THE AZIMUTH MARK IS 43 PACES EAST OF POWER POLE NO. KM 304,
 FO1611'40 FEET SOUTH OF THE CENTER OF THE TRACK ROAD AND 3 FEET
 FO1611'EAST-NORTHEAST OF A WITNESS POST.  IT IS SET IN A BOULDER
 FO1611'WHICH MEASURES ABOUT 2 BY 3 FEET AND PROJECTS 18 INCHES.  THE
 FO1611'MARK IS STAMPED LINE 1958.
 FO1611'
 FO1611'TO REACH THE STATION FROM THE SCHOOL HOUSE IN THE NORTH EDGE
 FO1611'OF SAN MATEO, GO NORTH ON THE GRADED DIRT ROAD FOR 0.3 MILE TO A
 FO1611'SIDE ROAD RIGHT AND A SIGN, LOS INDIOS AND LA MASCA L.O.  TURN
 FO1611'RIGHT ON THE SIDE ROAD AND GO 3.35 MILES TO A CATTLE GUARD,
 FO1611'CROSS THE GUARD AND GO 0.55 MILE TO A SIDE ROAD RIGHT AND
 FO1611'SIGN, LOS INDIOS-GRANTS, GO STRAIGHT AHEAD TOWARD LOS INDIOS
 FO1611'FOR 0.9 MILE TO A DIM SIDE ROAD RIGHT, CONTINUE STRAIGHT AHEAD
 FO1611'FOR 0.6 MILE TO A SIDE ROAD RIGHT, CONTINUE STRAIGHT AHEAD
 FO1611'TOWARD LOS INDIOS FOR 2.0 MILES TO A FORK, BEAR LEFT AND GO 0.6
 FO1611'MILE TO A FORK, CONTINUE STRAIGHT AHEAD TOWARD LOS
 FO1611'INDIOS AS PER SIGN FOR 0.15 MILE TO A CROSSROAD, GO
 FO1611'STRAIGHT AHEAD FOR 0.55 MILE TO ANOTHER CROSSROAD JUST
 FO1611'BEFORE GOING UP A HILL WITH THE ELECTRIC POWER
 FO1611'TRANSMISSION LINE RUNNING ALONG ITS TOP.  TURN RIGHT ON
 FO1611'THE CROSSROAD AND GO 0.4 MILE TO WHERE THE ROAD BEGINS TO
 FO1611'RUN ALONGSIDE THE POWER LINE.  THEN CONTINUE EAST,
 FO1611'FOLLOWING THE ROAD WHICH RUNS ALONG WITH THE POWER LINE FOR
 FO1611'2.4 MILES TO THE AZIMUTH MARK ON THE RIGHT AS
 FO1611'DESCRIBED.  THEN CONTINUE EAST ON THE TRACK ROAD FOR 0.3
 FO1611'MILE, TURN LEFT OFF THE TRACK ROAD AND GO NORTH 0.15
 FO1611'MILE TO THE TOP OF THE HILL AND THE STATION AS DESCRIBED.
 FO1611
 FO1611                          STATION RECOVERY (1971)
 FO1611
 FO1611'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 FO1611'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH
 FO1611'MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE ROUTE
 FO1611'TO THE STATION IS ADEQUATE.
 FO1611'
 FO1611'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--8 MILES
 FO1611'EAST OF SAN MATEO
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY1083 ***********************************************************************
 CY1083  DESIGNATION -  LINE RESET
 CY1083  PID         -  CY1083
 CY1083  STATE/COUNTY-  NM/GRANT
 CY1083  USGS QUAD   -  STEEPLE ROCK (1990)
 CY1083
 CY1083                         *CURRENT SURVEY CONTROL
 CY1083  ___________________________________________________________________
 CY1083* NAD 83(1992)-  32 51 06.51916(N)    108 59 49.06391(W)     ADJUSTED  
 CY1083* NAVD 88     -      2077.5    (meters)    6816.     (feet)  VERTCON   
 CY1083  ___________________________________________________________________
 CY1083  LAPLACE CORR-           6.56  (seconds)                    DEFLEC99
 CY1083  GEOID HEIGHT-         -25.17  (meters)                     GEOID03
 CY1083
 CY1083  HORZ ORDER  -  FIRST
 CY1083
 CY1083.The horizontal coordinates were established by classical geodetic methods
 CY1083.and adjusted by the National Geodetic Survey in December 1993..
 CY1083
 CY1083.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY1083.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY1083
 CY1083.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY1083
 CY1083.The geoid height was determined by GEOID03.
 CY1083
 CY1083;                    North         East     Units Scale Factor Converg.
 CY1083;SPC NM W     -   205,922.011   721,079.689   MT  1.00006290   -0 37 52.7
 CY1083;SPC NM W     -   675,595.80  2,365,742.28   sFT  1.00006290   -0 37 52.7
 CY1083;SPC AZ E     -   205,924.861   322,847.219   MT  1.00004776   +0 38 04.5
 CY1083;SPC AZ E     -   675,606.50  1,059,210.04   iFT  1.00004776   +0 38 04.5
 CY1083;UTM  12      - 3,636,636.703   687,443.453   MT  1.00003324   +1 05 12.8
 CY1083
 CY1083!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY1083!SPC NM W     -   0.99967788  x   1.00006290  =   0.99974076
 CY1083!SPC AZ E     -   0.99967788  x   1.00004776  =   0.99972563
 CY1083!UTM  12      -   0.99967788  x   1.00003324  =   0.99971111
 CY1083
 CY1083|---------------------------------------------------------------------|
 CY1083| PID    Reference Object                     Distance      Geod. Az  |
 CY1083|                                                           dddmmss.s |
 CY1083| CC6846 LINE RM CROSS                         5.017 METERS 05358     |
 CY1083| CC6847 LINE RM 1                             7.242 METERS 06130     |
 CY1083| CC6848 LINE RM 2                            11.712 METERS 15322     |
 CY1083| CC6845 LINE AZ MK                                         1830149.0 |
 CY1083| CY1085 ARIMEX                              APPROX.10.5 KM 2065828.6 |
 CY1083|---------------------------------------------------------------------|
 CY1083
 CY1083                          SUPERSEDED SURVEY CONTROL
 CY1083
 CY1083  NAD 83(1992)-  32 51 06.51916(N)    108 59 49.06393(W) AD(       ) 1
 CY1083  NAD 83(1986)-  32 51 06.51561(N)    108 59 49.06366(W) AD(       ) 1
 CY1083  NAD 27      -  32 51 06.26640(N)    108 59 46.83993(W) AD(       ) 1
 CY1083  NGVD 29 (07/19/86) 2076.7    (m)         6813.     (f) VERT ANG       
 CY1083
 CY1083.Superseded values are not recommended for survey control.
 CY1083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1083.See file dsdata.txt to determine how the superseded data were derived.
 CY1083
 CY1083_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXB8744336637(NAD 83)
 CY1083_MARKER: DS = TRIANGULATION STATION DISK
 CY1083_SETTING: 66 = SET IN ROCK OUTCROP
 CY1083
 CY1083  HISTORY     - Date     Condition        Report By
 CY1083  HISTORY     - 1934     MONUMENTED       USGS
 CY1083  HISTORY     - 1936     GOOD             CGS
 CY1083  HISTORY     - 1958     GOOD             USGS
 CY1083  HISTORY     - 1968     GOOD             USGS
 CY1083
 CY1083                          STATION DESCRIPTION
 CY1083
 CY1083'DESCRIBED BY US GEOLOGICAL SURVEY 1934
 CY1083'STATION MARK (1934)--REMARKED WITH STANDARD USC AND GS DISK, SET
 CY1083'IN ROCK.
 CY1083
 CY1083                          STATION RECOVERY (1936)
 CY1083
 CY1083'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936
 CY1083'THE STATION IS ON THE HIGHEST POINT OF A PROMINENT, LARGE
 CY1083'PEAK, KNOWN AS LAURA MOUNTAIN AND ALSO AS LINE MOUNTAIN AND
 CY1083'AS VANDERBILT MOUNTAIN, 11 MILES NORTHEAST BY EAST FROM DUNCAN,
 CY1083'ARIZ., AND IN T. 17 S., R. 21 W.  THE STATION WAS ORIGINALLY
 CY1083'MARKED WITH A U.S. GEOLOGICAL SURVEY TRIANGULATION MARK
 CY1083'CEMENTED INTO THE SOLID ROCK.  THE REFERENCE MARK, A CROSS
 CY1083'CUT IN THE HIGHEST POINT OF A ROCK LEDGE, IS 5.020 METERS
 CY1083'(16.47 FEET) FROM THE STATION N 54 DEG E.  IN
 CY1083'1934 THE STATION WAS RECOVERED, AND REMARKED WITH A STANDARD
 CY1083'DISK STATION MARK SET IN ROCK AND TWO NEW REFERENCE MARKS,
 CY1083'STANDARD DISK REFERENCE MARKS SET IN DRILL HOLES IN
 CY1083'BOULDERS, WERE ESTABLISHED.
 CY1083'REFERENCE MARK NO.  1 IS 7.242 METERS (23.76 FEET) FROM THE
 CY1083'STATION AND NO. 2 IS 11.712
 CY1083'METERS (38.43 FEET) FROM THE STATION.
 CY1083'IN 1936 ALL MARKS WERE RECOVERED AND AN AZIMUTH
 CY1083'MARK, A STANDARD TABLET SET IN ROCK, WAS ESTABLISHED ON
 CY1083'A LOW HILL AT AN ESTIMATED DISTANCE OF 1-1/2 MILES FROM THE
 CY1083'STATION S 3 DEG 02 MIN W.
 CY1083
 CY1083                          STATION RECOVERY (1958)
 CY1083
 CY1083'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 CY1083'RECOVERED.
 CY1083
 CY1083                          STATION RECOVERY (1968)
 CY1083
 CY1083'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 CY1083'MARK IS LOCATED APPROXIMATELY 11.0 AIRMILES (NE) OF DUNCAN,
 CY1083'ARIZONA.  11.5 AIRMILES (N) OF VIRDEN, NEW MEXICO.
 CY1083'
 CY1083'TO REACH MARK FROM INTERSECTION OF U.S. HWY 70 AND STATE HWY
 CY1083'75 IN DUNCAN, ARIZONA, GO (NE) ON STATE HWY 75 FOR 0.6 MILE
 CY1083'TO Y-INTERSECTION, TURN LEFT (N) ON HWY 75 AND GO 0.7 MILE
 CY1083'TO SIDE ROAD RIGHT, TURN RIGHT (NE) ON SIDE ROAD AND GO 10.0
 CY1083'MILES TO Y-INTERSECTION, TURN LEFT (N) AND GO 0.2 MILE TO
 CY1083'ANOTHER Y-INTERSECTION AND ROAD SIGNS CARLILE MINE THYGERSON
 CY1083'RANCH AND EAST CAMP MINE, TURN LEFT (N) AND GO 1.8 MILES AND
 CY1083'PARK ON LEFT SIDE OF ROAD.  PACK ON FOOT (NW) 0.8 MILE TO TOP
 CY1083'OF HILL, FOLLOW WASH ON TOP, FOLLOW RIDGE OF HILL (N) 0.5
 CY1083'MILE TO HIGH POINT OF HILL AND STATION SITE (1 HOUR 40 MINUTE
 CY1083'PACK).
 CY1083'
 CY1083'STATION IS MARKED BY A USC AND GS BRONZE DISK SET IN ROCK
 CY1083'PROTRUDING 4 IN ABOVE GROUND.  STAMPED LINE 1910 1934.
 CY1083'
 CY1083'R.M. 1 IS A USC AND GS BRONZE DISK SET IN ROCK PROTRUDING 5 IN
 CY1083'ABOVE GROUND.  STAMPED LINE NO 1 1910 1934.  IT IS LOCATED
 CY1083'23.79 FT (NE) OF MARK ON A MAG. AZ. OF 50 DEG AND A D.E. OF -1.46
 CY1083'FT.
 CY1083'
 CY1083'R.M. 2 IS A USC AND GS BRONZE DISK SET IN ROCK PROTRUDING
 CY1083'4 IN ABOVE GROUND.  STAMPED LINE NO 2 1910 1934.  IT IS LOCATED
 CY1083'38.45 FT (SE) OF MARK ON A MAG. AZ. OF 145 DEG AND A D.E. OF -2.30
 CY1083'FT.
 CY1083'
 CY1083'AZIMUTH MARK WAS SEARCHED FOR, BUT NOT RECOVERED.
 CY1083'
 CY1083'CONDITION OF EXISTING MARKS IS EXCELLENT.  VIEW IN ALL DIRECTIONS
 CY1083'IS EXCELLENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0249 ***********************************************************************
 FP0249  DESIGNATION -  LINE RM 1
 FP0249  PID         -  FP0249
 FP0249  STATE/COUNTY-  NM/MCKINLEY
 FP0249  USGS QUAD   -  LUPTON (1971)
 FP0249
 FP0249                         *CURRENT SURVEY CONTROL
 FP0249  ___________________________________________________________________
 FP0249* NAD 83(1986)-  35 21 43.     (N)    109 02 48.     (W)     SCALED    
 FP0249* NAVD 88     -      1884.326  (meters)    6182.16   (feet)  ADJUSTED  
 FP0249  ___________________________________________________________________
 FP0249  GEOID HEIGHT-         -21.76  (meters)                     GEOID03
 FP0249  DYNAMIC HT  -        1881.685 (meters)    6173.49  (feet)  COMP
 FP0249  MODELED GRAV-     979,165.8   (mgal)                       NAVD 88
 FP0249
 FP0249  VERT ORDER  -  SECOND    CLASS 0
 FP0249
 FP0249.The horizontal coordinates were scaled from a topographic map and have
 FP0249.an estimated accuracy of +/- 6 seconds.
 FP0249
 FP0249.The orthometric height was determined by differential leveling
 FP0249.and adjusted by the National Geodetic Survey in June 1991..
 FP0249
 FP0249.The geoid height was determined by GEOID03.
 FP0249
 FP0249.The dynamic height is computed by dividing the NAVD 88
 FP0249.geopotential number by the normal gravity value computed on the
 FP0249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FP0249.degrees latitude (g = 980.6199 gals.).
 FP0249
 FP0249.The modeled gravity was interpolated from observed gravity values.
 FP0249
 FP0249;                    North         East    Units  Estimated Accuracy
 FP0249;SPC NM W     -   484,410.      719,730.      MT  (+/- 180 meters Scaled)
 FP0249
 FP0249                          SUPERSEDED SURVEY CONTROL
 FP0249
 FP0249  NGVD 29 (??/??/92) 1883.351  (m)         6178.96   (f) ADJ UNCH    2 0
 FP0249
 FP0249.Superseded values are not recommended for survey control.
 FP0249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0249.See file dsdata.txt to determine how the superseded data were derived.
 FP0249
 FP0249_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXE774149(NAD 83)
 FP0249_MARKER: DR = REFERENCE MARK DISK
 FP0249_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FP0249_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FP0249_STAMPING: LINE NO 1 1959
 FP0249_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FP0249+STABILITY: SURFACE MOTION
 FP0249
 FP0249  HISTORY     - Date     Condition        Report By
 FP0249  HISTORY     - 1959     MONUMENTED       CGS
 FP0249  HISTORY     - 1983     MARK NOT FOUND   NGS
 FP0249
 FP0249                          STATION DESCRIPTION
 FP0249
 FP0249'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 FP0249'1.2 MI N FROM LUPTON, ARIZONA.
 FP0249'1.2 MILES NORTH ALONG U.S. HIGHWAY 66 FROM THE POST OFFICE AT LUPTON,
 FP0249'58 FEET EAST OF THE CENTER OF THE HIGHWAY, 27 FEET NORTH OF THE
 FP0249'MONUMENT THAT MARKS THE ARIZONA-NEW MEXICO STATE LINE, SET IN THE TOP
 FP0249'OF A 12 INCH SQUARE CONCRETE POST THAT PROJECTS 3 INCHES.
 FP0249
 FP0249                          STATION RECOVERY (1983)
 FP0249
 FP0249'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 FP0249'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0906 ***********************************************************************
 CW0906  DESIGNATION -  LINEA
 CW0906  PID         -  CW0906
 CW0906  STATE/COUNTY-  NM/OTERO
 CW0906  USGS QUAD   -  BASSETT LAKE (1980)
 CW0906
 CW0906                         *CURRENT SURVEY CONTROL
 CW0906  ___________________________________________________________________
 CW0906* NAD 83(1992)-  32 00 12.65977(N)    105 48 53.81102(W)     ADJUSTED  
 CW0906* NAVD 88     -      1625.     (meters)    5331.     (feet)  SCALED    
 CW0906  ___________________________________________________________________
 CW0906  LAPLACE CORR-           1.06  (seconds)                    DEFLEC99
 CW0906  GEOID HEIGHT-         -22.58  (meters)                     GEOID03
 CW0906
 CW0906  HORZ ORDER  -  SECOND
 CW0906
 CW0906.The horizontal coordinates were established by classical geodetic methods
 CW0906.and adjusted by the National Geodetic Survey in February 1996..
 CW0906
 CW0906.The orthometric height was scaled from a topographic map.
 CW0906
 CW0906.The Laplace correction was computed from DEFLEC99 derived deflections.
 CW0906
 CW0906.The geoid height was determined by GEOID03.
 CW0906
 CW0906;                    North         East     Units Scale Factor Converg.
 CW0906;SPC NM C     -   111,339.634   541,103.972   MT  0.99992083   +0 13 50.0
 CW0906;SPC NM C     -   365,286.78  1,775,271.95   sFT  0.99992083   +0 13 50.0
 CW0906;SPC TX C     - 3,271,826.596   182,236.556   MT  1.00003450   -2 49 24.1
 CW0906;SPC TX C     -10,734,317.76    597,887.77   sFT  1.00003450   -2 49 24.1
 CW0906;UTM  13      - 3,541,115.613   423,025.644   MT  0.99967307   -0 25 54.9
 CW0906
 CW0906!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CW0906!SPC NM C     -   0.99974850  x   0.99992083  =   0.99966935
 CW0906!SPC TX C     -   0.99974850  x   1.00003450  =   0.99978299
 CW0906!UTM  13      -   0.99974850  x   0.99967307  =   0.99942165
 CW0906
 CW0906|---------------------------------------------------------------------|
 CW0906| PID    Reference Object                     Distance      Geod. Az  |
 CW0906|                                                           dddmmss.s |
 CW0906| CH8883 LINEA RM 1                           17.011 METERS 05707     |
 CW0906| CD1081 EL PASO FORT WORTH AWY BCN 4        APPROX.28.1 KM 1405705.7 |
 CW0906| CD1087 EL PASO FORT WORTH AWY BCN 3        APPROX.20.8 KM 1712625.4 |
 CW0906| CH8884 LINEA RM 2                           15.744 METERS 18831     |
 CW0906| CH8882 LINEA AZ MK                                        2572642.2 |
 CW0906|---------------------------------------------------------------------|
 CW0906
 CW0906                          SUPERSEDED SURVEY CONTROL
 CW0906
 CW0906  NAD 83(1992)-  32 00 12.65987(N)    105 48 53.81136(W) AD(       ) 2
 CW0906  NAD 83(1986)-  32 00 12.66256(N)    105 48 53.80847(W) AD(       ) 2
 CW0906  NAD 27      -  32 00 12.28100(N)    105 48 51.90600(W) AD(       ) 2
 CW0906
 CW0906.Superseded values are not recommended for survey control.
 CW0906.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0906.See file dsdata.txt to determine how the superseded data were derived.
 CW0906
 CW0906_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDR2302641116(NAD 83)
 CW0906_MARKER: DS = TRIANGULATION STATION DISK
 CW0906_SETTING: 66 = SET IN ROCK OUTCROP
 CW0906
 CW0906  HISTORY     - Date     Condition        Report By
 CW0906  HISTORY     - 1943     MONUMENTED       CGS
 CW0906
 CW0906                          STATION DESCRIPTION
 CW0906
 CW0906'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (EHB)
 CW0906'STATION IS LOCATED ON THE SUMMIT OF A RIDGE ABOUT 12 MILES,
 CW0906'AIRLINE, NE OF HUECO AND ABOUT 0.1 MILE N OF THE TEXAS-NEW
 CW0906'MEXICO STATE BOUNDARY.
 CW0906'
 CW0906'STATION MARK IS A BRONZE STATION DISK WEDGED IN A DRILL HOLE
 CW0906'IN OUTCROPPING BEDROCK FLUSH WITH GROUND.  IT IS STAMPED LINEA
 CW0906'1943.
 CW0906'
 CW0906'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK WEDGED IN A DRILL
 CW0906'HOLE IN OUTCROPPING BEDROCK FLUSH WITH GROUND.  IT IS STAMPED
 CW0906'LINEA NO 1 1943.
 CW0906'
 CW0906'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK WEDGED IN A DRILL
 CW0906'HOLE IN OUTCROPPING BEDROCK FLUSH WITH GROUND.  IT IS STAMPED
 CW0906'LINEA NO 2 1943.
 CW0906'
 CW0906'AZIMUTH MARK IS LOCATED 0.5 MILE SW OF THE STATION IN THE
 CW0906'BOUNDARY FENCELINE.  IT IS A TEXAS-NEW MEXICO STATE BOUNDARY
 CW0906'MARK, A SQUARE PLATE WITH A CROSS ON IT SET IN THE TOP OF A ROUND
 CW0906'CONCRETE POST, WHICH PROJECTS ABOUT 3 INCHES ABOVE GROUND.
 CW0906'IT IS STAMPED TEXAS NEW MEXICO NE 3 UB NW 2 AT.
 CW0906'
 CW0906'STATION IS REACHED FROM HUECO, WHICH IS A SERVICE STATION AND
 CW0906'CAFE ON U.S. HIGHWAY 62 ABOUT 30 MILES E OF EL PASO, TEXAS, BY
 CW0906'GOING E ON HIGHWAY 62 FOR 0.1 MILE TO GRAVEL ROAD LEFT.  TURN
 CW0906'LEFT ON GRAVELED ROAD 7.1 MILES TO ENTRANCE TO HELMS RANCH.
 CW0906'KEEP STRAIGHT AHEAD ON MAIN TRAVELED ROAD 5.1 MILES TO
 CW0906'CATTLEGUARD AND BOUNDARY FENCE.  TURN RIGHT ON TRACK ROAD ALONG N
 CW0906'SIDE OF BOUNDARY FENCE 3.2 MILES TO SUMMIT OF RIDGE.  TURN
 CW0906'SHARP LEFT, ACROSS COUNTRY, AND FOLLOW RIDGE NW ABOUT 0.15
 CW0906'MILE TO THE HIGHEST POINT AND STATION.
 CW0906'
 CW0906'A 4-FOOT WOOD STAND WAS USED FOR OBSERVATIONS.
 CW0906'
 CW0906'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0659 ***********************************************************************
 GM0659  DESIGNATION -  LINWOOD
 GM0659  PID         -  GM0659
 GM0659  STATE/COUNTY-  NM/COLFAX
 GM0659  USGS QUAD   -  RATON (1971)
 GM0659
 GM0659                         *CURRENT SURVEY CONTROL
 GM0659  ___________________________________________________________________
 GM0659* NAD 83(1992)-  36 56 04.02080(N)    104 26 33.81193(W)     ADJUSTED  
 GM0659* NAVD 88     -      2488.8    (meters)    8165.     (feet)  VERTCON   
 GM0659  ___________________________________________________________________
 GM0659  LAPLACE CORR-          -1.01  (seconds)                    DEFLEC99
 GM0659  GEOID HEIGHT-         -18.30  (meters)                     GEOID03
 GM0659
 GM0659  HORZ ORDER  -  FIRST
 GM0659
 GM0659.The horizontal coordinates were established by classical geodetic methods
 GM0659.and adjusted by the National Geodetic Survey in December 1993..
 GM0659
 GM0659.The NAVD 88 height was computed by applying the VERTCON shift value to
 GM0659.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GM0659
 GM0659.The Laplace correction was computed from DEFLEC99 derived deflections.
 GM0659
 GM0659.The geoid height was determined by GEOID03.
 GM0659
 GM0659;                    North         East     Units Scale Factor Converg.
 GM0659;SPC NM E     -   658,207.880   155,255.349   MT  0.99991026   -0 03 56.6
 GM0659;SPC NM E     - 2,159,470.35    509,366.92   sFT  0.99991026   -0 03 56.6
 GM0659;SPC CO S     -   335,053.878 1,008,596.684   MT  1.00006768   +0 38 54.6
 GM0659;SPC CO S     - 1,099,255.93  3,309,037.62   sFT  1.00006768   +0 38 54.6
 GM0659;UTM  13      - 4,087,745.786   549,626.841   MT  0.99963034   +0 20 05.5
 GM0659
 GM0659!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GM0659!SPC NM E     -   0.99961245  x   0.99991026  =   0.99952275
 GM0659!SPC CO S     -   0.99961245  x   1.00006768  =   0.99968010
 GM0659!UTM  13      -   0.99961245  x   0.99963034  =   0.99924293
 GM0659
 GM0659:                Primary Azimuth Mark                     Grid Az
 GM0659:SPC NM E     -  TARGET                                   075 47 16.6
 GM0659:SPC CO S     -  TARGET                                   075 04 25.4
 GM0659:UTM  13      -  TARGET                                   075 23 14.5
 GM0659
 GM0659|---------------------------------------------------------------------|
 GM0659| PID    Reference Object                     Distance      Geod. Az  |
 GM0659|                                                           dddmmss.s |
 GM0659| GM0656 TARGET                              APPROX. 2.8 KM 0754320.0 |
 GM0659| CM8986 LINWOOD RM 1                          9.976 METERS 08723     |
 GM0659| CM8987 LINWOOD RM 2                         10.613 METERS 15411     |
 GM0659| GM0734 RED RIVER PEAK                      APPROX.15.2 KM 2000906.8 |
 GM0659| GM0741 EL PASO PUEBLO AIRWAY BCN 41        APPROX.45.0 KM 2010359.3 |
 GM0659| GM0727 EL PASO PUEBLO AIRWAY BCN 39        APPROX.76.4 KM 2011937.6 |
 GM0659| CM8985 LINWOOD AZ MK                                      3483703.4 |
 GM0659|---------------------------------------------------------------------|
 GM0659
 GM0659                          SUPERSEDED SURVEY CONTROL
 GM0659
 GM0659  NAD 83(1992)-  36 56 04.02528(N)    104 26 33.81562(W) AD(       ) 1
 GM0659  NAD 83(1986)-  36 56 04.02878(N)    104 26 33.81327(W) AD(       ) 1
 GM0659  NAD 27      -  36 56 03.93900(N)    104 26 31.86000(W) AD(       ) 1
 GM0659  NGVD 29 (07/19/86) 2487.7    (m)         8162.     (f) VERT ANG       
 GM0659
 GM0659.Superseded values are not recommended for survey control.
 GM0659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0659.See file dsdata.txt to determine how the superseded data were derived.
 GM0659
 GM0659_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEA4962787746(NAD 83)
 GM0659_MARKER: DS = TRIANGULATION STATION DISK
 GM0659_SETTING: 80 = SET IN A BOULDER
 GM0659_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 GM0659
 GM0659  HISTORY     - Date     Condition        Report By
 GM0659  HISTORY     - 1945     MONUMENTED       CGS
 GM0659  HISTORY     - 1953     GOOD             CGS
 GM0659  HISTORY     - 1975     GOOD             NGS
 GM0659
 GM0659                          STATION DESCRIPTION
 GM0659
 GM0659'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (CAE)
 GM0659'STATION IS LOCATED ON THE FLAT, GRASSY SW TIP OF LINWOOD
 GM0659'MESA AND ABOUT 2 MILES (AIR LINE) N OF RATON.  IT OVERLOOKS
 GM0659'THE COUNTRY TO THE S, BUT THE MESA IS HIGHER TO THE N.  STATION
 GM0659'WILL SEE ONLY THE W AND S EDGES OF THE TOWN OF RATON.
 GM0659'
 GM0659'TO REACH THE STATION FROM THE RAILROAD STATION IN RATON, GO
 GM0659'N ON FIRST STREET 1.0 MILE TO A GRAVEL ROAD RIGHT ABOUT 0.1
 GM0659'MILE AFTER THE PAVEMENT ENDS ON FIRST STREET.  TURN RIGHT
 GM0659'AND FOLLOW THIS ROAD 0.6 MILE TO TWO LEFT TURNS.  TAKE THE FIRST
 GM0659'ONE, ALONG THE LEFT SIDE OF THE POWER LINE AND FOLLOW THE STEEP
 GM0659'WINDING ROAD 3.7 MILES TO THE TOP OF THE MESA.  GO 0.05 MILE,
 GM0659'THEN TURN LEFT IN A LANE BETWEEN TWO FENCES 0.35 MILE,
 GM0659'TURN LEFT AGAIN IN ANOTHER LANE FOR 0.5 MILE, THEN TURN RIGHT
 GM0659'AND FOLLOW THE LANE 0.8 MILE TO A WIRE GATE ON THE LEFT AT A
 GM0659'T-FENCE CORNER.  TURN LEFT THROUGH GATE AND GO W ALONG THE
 GM0659'N SIDE OF THE FENCE 0.2 MILE TO A WIRE GATE AT OLD SHACKS
 GM0659'AND FARMYARD.  PASS THROUGH GATE AND GO 50 YARDS TO A WIRE
 GM0659'GATE INTO A VERY NARROW LANE LEADING W.  PASS THROUGH LANE
 GM0659'0.15 MILE TO ITS END AT ANOTHER GATE, THEN CONTINUE 0.15
 GM0659'MILE ALONG FENCE TO FENCE CORNER ON THE LEFT.  CONTINUE W
 GM0659'ALONG RIGHT SIDE OF OLD FENCE LINE 0.5 MILE TO WIRE GATE
 GM0659'IN A N-S FENCE LINE.  GO THROUGH GATE AND BEAR NW AROUND
 GM0659'THE HEAD OF THE CANYON, THEN S ALONG THE TIP OF THE MESA 1.3
 GM0659'MILES TO A WIRE GATE IN A FENCE WHICH BLOCKS OFF THE SW
 GM0659'TIP.  GO THROUGH GATE AND CONTINUE S 0.55 MILE TO THE AZIMUTH
 GM0659'MARK IN THE LATERAL CENTER OF THE MESA.  CONTINUE S 0.25
 GM0659'MILE TO THE STATION, ABOUT 250 YARDS BEFORE REACHING THE
 GM0659'MOST SW TIP OF THE MESA.
 GM0659'
 GM0659'STATION MARK IS A BRONZE STATION DISK SET IN A DRILL HOLE IN A
 GM0659'BOULDER WHICH PROJECTS ABOUT 2 INCHES ABOVE THE GROUND.  IT IS
 GM0659'LOCATED 60 FEET ENE OF THE W EDGE OF THE MESA.  DISK IS STAMPED
 GM0659'LINWOOD 1945.
 GM0659'
 GM0659'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A DRILL
 GM0659'HOLE IN A BOULDER WHICH PROJECTS ABOUT 2 INCHES ABOVE THE
 GM0659'GROUND.  IT IS LOCATED E OF THE STATION AND AT ABOUT THE
 GM0659'SAME ELEVATION.  DISK IS STAMPED LINWOOD NO 1 1945.
 GM0659'
 GM0659'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A DRILL HOLE
 GM0659'IN A BOULDER WHICH PROJECTS ABOUT 1 INCH ABOVE THE GROUND.
 GM0659'IT IS LOCATED SSE OF THE STATION AND AT ABOUT THE SAME ELEVATION.
 GM0659'DISK IS STAMPED LINWOOD NO 2 1945.
 GM0659'
 GM0659'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN A DRILL HOLE IN
 GM0659'A BOULDER WHICH PROJECTS ABOUT 8 INCHES ABOVE THE GROUND.  IT
 GM0659'IS LOCATED NNW OF THE STATION, ABOUT 135 YARDS E OF THE W
 GM0659'EDGE OF THE MESA, AND 6.2 FEET S OF A 4- BY 4-INCH WHITE
 GM0659'WITNESS POST IN A ROCK CAIRN.  DISK IS STAMPED LINWOOD 1945.
 GM0659
 GM0659                          STATION RECOVERY (1953)
 GM0659
 GM0659'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (LWQ)
 GM0659'STATION, REFERENCE AND AZIMUTH MARKS WERE RECOVERED IN GOOD
 GM0659'CONDITION.  THE DESCRIPTION IS ADEQUATE.  DISTANCES TO REFERENCE
 GM0659'MARKS WERE NOT CHECKED.
 GM0659
 GM0659                          STATION RECOVERY (1975)
 GM0659
 GM0659'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CWW)
 GM0659'STATION, REFERENCE MARKS AND AZIMUTH MARK FOUND IN GOOD CONDITION.
 GM0659'
 GM0659'DESCRIPTION TO REACH THE STATION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS1291 ***********************************************************************
 DS1291  DESIGNATION -  LITE
 DS1291  PID         -  DS1291
 DS1291  STATE/COUNTY-  NM/SOCORRO
 DS1291  USGS QUAD   -  GRANJEAN WELL (1981)
 DS1291
 DS1291                         *CURRENT SURVEY CONTROL
 DS1291  ___________________________________________________________________
 DS1291* NAD 83(1992)-  33 42 18.18514(N)    106 44 18.15689(W)     ADJUSTED  
 DS1291* NAVD 88     -      1465.86   (+/-2cm)    4809.2    (feet)  VERTCON   
 DS1291  ___________________________________________________________________
 DS1291  LAPLACE CORR-           0.55  (seconds)                    DEFLEC99
 DS1291  GEOID HEIGHT-         -22.44  (meters)                     GEOID03
 DS1291
 DS1291  HORZ ORDER  -  SECOND
 DS1291  VERT ORDER  -  THIRD ? (See Below)
 DS1291
 DS1291.The horizontal coordinates were established by classical geodetic methods
 DS1291.and adjusted by the National Geodetic Survey in December 1993..
 DS1291
 DS1291.The NAVD 88 height was computed by applying the VERTCON shift value to
 DS1291.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DS1291.The vertical order pertains to the NGVD 29 superseded value.
 DS1291
 DS1291.The Laplace correction was computed from DEFLEC99 derived deflections.
 DS1291
 DS1291.The geoid height was determined by GEOID03.
 DS1291
 DS1291;                    North         East     Units Scale Factor Converg.
 DS1291;SPC NM C     -   300,048.571   454,730.377   MT  0.99992526   -0 16 15.6
 DS1291;SPC NM C     -   984,409.35  1,491,894.58   sFT  0.99992526   -0 16 15.6
 DS1291;UTM  13      - 3,730,809.854   338,902.373   MT  0.99991995   -0 57 53.5
 DS1291
 DS1291!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS1291!SPC NM C     -   0.99977345  x   0.99992526  =   0.99969873
 DS1291!UTM  13      -   0.99977345  x   0.99991995  =   0.99969342
 DS1291
 DS1291|---------------------------------------------------------------------|
 DS1291| PID    Reference Object                     Distance      Geod. Az  |
 DS1291|                                                           dddmmss.s |
 DS1291| CD3110 LITE RM 1                                          02339     |
 DS1291| CD3109 LITE AZ MK                                         0693652.9 |
 DS1291| CD3111 LITE RM 2                                          12114     |
 DS1291|---------------------------------------------------------------------|
 DS1291
 DS1291                          SUPERSEDED SURVEY CONTROL
 DS1291
 DS1291  NAD 83(1986)-  33 42 18.19240(N)    106 44 18.15941(W) AD(       ) 2
 DS1291  NAD 27      -  33 42 17.94835(N)    106 44 16.10142(W) AD(       ) 2
 DS1291  NGVD 29 (07/19/86) 1465.20   (m)         4807.1    (f) LEVELING    3  
 DS1291
 DS1291.Superseded values are not recommended for survey control.
 DS1291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS1291.See file dsdata.txt to determine how the superseded data were derived.
 DS1291
 DS1291_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT3890230810(NAD 83)
 DS1291_MARKER: DS = TRIANGULATION STATION DISK
 DS1291_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS1291
 DS1291  HISTORY     - Date     Condition        Report By
 DS1291  HISTORY     - 1968     MONUMENTED       DMA
 DS1291
 DS1291                          STATION DESCRIPTION
 DS1291
 DS1291'DESCRIBED BY DEFENSE MAP AGENCY 1968 (JCC)
 DS1291'THE STATION IS LOCATED ON THE WEST EDGE OF THE 90 MILE AREA OF
 DS1291'WHITE SANDS MISSILE RANGE, ABOUT 8 MILES SOUTHWEST OF STALLION RANGE
 DS1291'CENTER AND ABOUT 50 MILES WEST OF CARRIZOZO, IN A SANDY AREA
 DS1291'COVERED WITH BRUSH.
 DS1291'
 DS1291'TO REACH THE STATION FROM THE HEADQUARTERS BUILDING AT STALLION
 DS1291'RANGE CENTER, GO NORTHWEST 0.4 MILES TO A SIDE ROAD LEFT.  TURN LEFT
 DS1291'AND CONTINUE ON WSMR ROUTE 5 IN A SOUTHERLY DIRECTION 8.8 MILES TO
 DS1291'A SIDE ROAD RIGHT.  TURN RIGHT AND CONTINUE IN A WESTERLY DIRECTION
 DS1291'2.9 MILES TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE WESTERLY
 DS1291'0.3 MILES TO A SIDE ROAD RIGHT.  CONTINUE WESTERLY 0.2 MILES TO A
 DS1291'FORK.  TAKE LEFT FORK 0.2 MILES TO THE END OF THE TRAIL AND
 DS1291'STATION.
 DS1291'
 DS1291'THE STATION MARK IS A STANDARD TRIANGULATION DISK SET IN THE TOP OF
 DS1291'AN 11 INCH SQUARE CONCRETE POST STAMPED LITE (WSPG) 1968.  IT IS 3
 DS1291'FEET EAST OF A WITNESS POST, 400 FEET SOUTH SOUTHEAST OF CONCRETE
 DS1291'FOUNDATION, 0.5 MILES NORTH NORTHEAST OF A WINDMILL, AND PROJECTS
 DS1291'4.0 INCHES ABOVE THE GROUND.  THE UNDERGROUND MARK IS A STANDARD
 DS1291'DISK SET IN AN IRREGULAR MASS OF CONCRETE ABOUT 36 INCHES BELOW
 DS1291'THE SURFACE MARK.  IT IS STAMPED LITE WSPG 1968.
 DS1291'
 DS1291'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN THE TOP OF AN 11 INCH
 DS1291'CONCRETE POST STAMPED LITE WSPG NO 1 1968 THAT PROJECTS 4 INCHES
 DS1291'ABOVE THE GROUND AND IS ABOUT THE SAME ELEVATION AS THE STATION.
 DS1291'
 DS1291'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN THE TOP OF AN 11 INCH
 DS1291'CONCRETE POST STAMPED LITE WSPG NO 2 1968 THAT PROJECTS 4 INCHES
 DS1291'ABOVE THE GROUND AND IS ABOUT THE SAME ELEVATION AS THE STATION.
 DS1291'
 DS1291'THE AZIMUTH MARK IS A STANDARD DISK SET IN THE TOP OF AN 11 INCH
 DS1291'SQUARE CONCRETE POST STAMPED LITE WSPG 1968 AND PROJECTS 6 INCHES
 DS1291'ABOVE THE GROUND.  IT IS 1.5 FEET NORTH OF AN EAST-WEST FENCE, 4
 DS1291'FEET WEST OF A WITNESS POST, AND 20 FEET NORTH OF CENTERLINE OF
 DS1291'BLADED ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1510 ***********************************************************************
 GL1510  DESIGNATION -  LITTLE
 GL1510  PID         -  GL1510
 GL1510  STATE/COUNTY-  NM/UNION
 GL1510  USGS QUAD   -  LITTLE GRANDE (1972)
 GL1510
 GL1510                         *CURRENT SURVEY CONTROL
 GL1510  ___________________________________________________________________
 GL1510* NAD 83(1992)-  36 39 41.30608(N)    103 46 32.41599(W)     ADJUSTED  
 GL1510* NAVD 88     -      2088.9    (meters)    6853.     (feet)  VERTCON   
 GL1510  ___________________________________________________________________
 GL1510  LAPLACE CORR-          -6.71  (seconds)                    DEFLEC99
 GL1510  GEOID HEIGHT-         -19.42  (meters)                     GEOID03
 GL1510
 GL1510  HORZ ORDER  -  SECOND
 GL1510
 GL1510.The horizontal coordinates were established by classical geodetic methods
 GL1510.and adjusted by the National Geodetic Survey in December 1993..
 GL1510
 GL1510.The NAVD 88 height was computed by applying the VERTCON shift value to
 GL1510.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GL1510
 GL1510.The Laplace correction was computed from DEFLEC99 derived deflections.
 GL1510
 GL1510.The geoid height was determined by GEOID03.
 GL1510
 GL1510;                    North         East     Units Scale Factor Converg.
 GL1510;SPC NM E     -   628,056.672   214,853.331   MT  0.99993970   +0 19 58.7
 GL1510;SPC NM E     - 2,060,549.26    704,897.97   sFT  0.99993970   +0 19 58.7
 GL1510;UTM  13      - 4,058,017.738   609,419.411   MT  0.99974750   +0 43 52.0
 GL1510
 GL1510!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GL1510!SPC NM E     -   0.99967532  x   0.99993970  =   0.99961504
 GL1510!UTM  13      -   0.99967532  x   0.99974750  =   0.99942290
 GL1510
 GL1510|---------------------------------------------------------------------|
 GL1510| PID    Reference Object                     Distance      Geod. Az  |
 GL1510|                                                           dddmmss.s |
 GL1510| CM8988 LITTLE RM 1                           6.442 METERS 09529     |
 GL1510| CM8989 LITTLE RM 2                           7.817 METERS 23304     |
 GL1510| GL1076 A 55 RESET                                         3342212.1 |
 GL1510|---------------------------------------------------------------------|
 GL1510
 GL1510                          SUPERSEDED SURVEY CONTROL
 GL1510
 GL1510  NAD 83(1992)-  36 39 41.31367(N)    103 46 32.41197(W) AD(       ) 2
 GL1510  NAD 83(1986)-  36 39 41.31370(N)    103 46 32.41134(W) AD(       ) 2
 GL1510  NAD 27      -  36 39 41.22880(N)    103 46 30.55140(W) AD(       ) 2
 GL1510  NGVD 29 (07/19/86) 2088.0    (m)         6850.     (f) VERT ANG       
 GL1510
 GL1510.Superseded values are not recommended for survey control.
 GL1510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1510.See file dsdata.txt to determine how the superseded data were derived.
 GL1510
 GL1510_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA0941958018(NAD 83)
 GL1510_MARKER: DS = TRIANGULATION STATION DISK
 GL1510_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL1510
 GL1510  HISTORY     - Date     Condition        Report By
 GL1510  HISTORY     - 1960     MONUMENTED       CGS
 GL1510  HISTORY     - 1970     GOOD             TPC
 GL1510  HISTORY     - 1971     GOOD             NGS
 GL1510
 GL1510                          STATION DESCRIPTION
 GL1510
 GL1510'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (HWK)
 GL1510'THE STATION IS APPROXIMATELY 10 MILES NORTHWEST OF GRENVILLE
 GL1510'AND 8 MILES SOUTHEAST OF DES MOINES, IN THE SOUTHWEST QUARTER
 GL1510'OF SECTION 17, T 28 N, R 30 E, ON PROPERTY OWNED BY MR. DAN
 GL1510'DOHERTY.
 GL1510'
 GL1510'TO REACH THE STATION FROM THE JUNCTIONS OF STATE HIGHWAY
 GL1510'120 AND U.S. HIGHWAYS 87 AND 64 IN GRENVILLE, GO WESTERLY ON
 GL1510'HIGHWAYS 87 AND 64 FOR 10.55 MILES TO A CATTLE GUARD ON THE
 GL1510'LEFT BETWEEN TWO WHITE PILLARS AND THE AZIMUTH MARK.  TURN
 GL1510'LEFT OVER CATTLE GUARD, THEN BARE LEFT AND FOLLOW TRACK ROAD
 GL1510'ALONG FENCE FOR 1.05 MILES.  BARE RIGHT ON THE TRACK ROAD
 GL1510'FOR 0.75 MILE TO THE TOP OF THE HILL AND THE STATION ON THE
 GL1510'HIGHEST PART OF THE HILL.
 GL1510'
 GL1510'STATION MARK, A STANDARD DISK STAMPED LITTLE 1960, IS SET IN
 GL1510'A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS 16
 GL1510'FEET WEST OF AN ANTENNA POLE, 11 FEET NORTH OF A METAL WITNESS
 GL1510'POST AND 7.5 FEET SOUTH OF THE SOUTHWEST CORNER OF A SMALL
 GL1510'CONCRETE BUILDING.
 GL1510'
 GL1510'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED LITTLE NO 1
 GL1510'1960, IS CEMENTED IN A DRILL HOLE IN A 2 FOOT BY 3 FOOT BOULDER
 GL1510'WHICH PROJECTS 4 INCHES.  IT IS 5 FEET EAST OF THE ANTENNA
 GL1510'POLE AND 8 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 GL1510'CONCRETE BUILDING.
 GL1510'
 GL1510'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED LITTLE NO 2
 GL1510'1960, IS CEMENTED IN A DRILL HOLE IN A 1-1/2 FOOT BY 1 FOOT
 GL1510'BOULDER WHICH PROJECTS 4 INCHES.  IT IS 34 FEET SOUTH OF THE
 GL1510'SOUTHWEST CORNER OF THE CONCRETE BUILDING AND 24 FEET WEST
 GL1510'OF THE METAL WITNESS POST.
 GL1510'
 GL1510'A 55, A STANDARD U.S. COAST AND GEODETIC SURVEY BENCH MARK
 GL1510'DISK STAMPED A 55 RESET 1934 1955, IS SET IN A ROUND CONCRETE
 GL1510'POST WHICH PROJECTS 3 INCHES.  IT IS 79 FEET SOUTHWEST OF THE
 GL1510'CENTER OF HIGHWAYS 87 AND 64, 66 FEET NORTH OF THE NORTH
 GL1510'PILLAR AT THE CATTLE GUARD, 3 FEET SOUTHWEST OF A FENCE
 GL1510'AND 3 FEET NORTHWEST OF A METAL WITNESS POST.
 GL1510
 GL1510                          STATION RECOVERY (1970)
 GL1510
 GL1510'RECOVERY NOTE BY US ARMY TOPOGRAPHIC COMMAND (NOW DMA) 1970 (WOK)
 GL1510'THE REFERENCE MARKS, AZIMUTH MARK, AND THE STATION MARK WERE
 GL1510'ALL RECOVERED AND FOUND TO BE IN GOOD CONDITION.  THE DESCRIPTION
 GL1510'IS ADEQUATE.  ANGULAR CHECKS REFERENCED TO STATION KING, AND,
 GL1510'THE DESCRIPTIONS LISTED DIRECTION REFERENCED TO STATION TRIPOD,
 GL1510'WHEN APPLIED TO THE GEODETIC AZIMUTH TO STATIONS KING OR
 GL1510'TRIPOD INDICATE THAT THE AZIMUTH TO THE AZIMUTH MARK SHOULD
 GL1510'BE LISTED AS 154 DEG 22 MIN 15.9 SEC INSTEAD OF 155 DEG
 GL1510'22 MIN 15.9 SEC.
 GL1510
 GL1510                          STATION RECOVERY (1971)
 GL1510
 GL1510'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 GL1510'THE STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD
 GL1510'CONDITION.  IT WAS REPORTED THAT A DIFFERENCE OF 1 DEGREE IN
 GL1510'AZIMUTH BEARING TO THE AZIMUTH MARK WAS FOUND AT THE STATION.
 GL1510'THE DISTANCE AND DIRECTION TO THE REFERENCE MARKS WERE VERIFIED.
 GL1510'
 GL1510'A COMPLETE AND NEW DESCRIPTION FOLLOWS.
 GL1510'
 GL1510'THE STATION IS LOCATED ON A LONE PROMINENT SHARP-POINTED PEAK,
 GL1510'THAT HAS A SMALL CONCRETE-BLOCK TRANSMITTING BUILDING LOCATED
 GL1510'ON THE HIGHEST POINT OF PEAK.  IT IS 10-1/2 MILES NORTHWEST
 GL1510'OF GRENVILLE, 8 MILES SOUTH-SOUTHEAST OF DES MOINES AND
 GL1510'ABOUT 1/2 MILE WEST OF U.S. HWY. 87.
 GL1510'
 GL1510'TO REACH THE STATION FROM THE POST OFFICE IN DES MOINES, GO
 GL1510'SOUTHERLY ON U.S. HIGHWAY 87 FOR 7.15 MILES TO A SIDE ROAD
 GL1510'ON THE RIGHT WITH CATTLE-GUARD AND A LARGE WHITE PILLAR AT
 GL1510'EACH END OF CATTLE-GUARD, AND THE AZIMUTH MARK ON THE RIGHT.
 GL1510'TURN RIGHT AND AFTER CROSSING CATTLE-GUARD, BEAR LEFT AND
 GL1510'FOLLOW THE TRACK ROAD SOUTHERLY ALONG THE WEST SIDE OF
 GL1510'FENCE-LINE THAT PARALLEL U.S. HWY. 87 FOR 1.1 MILES TO WHERE
 GL1510'THE TRACK ROAD WILL BEAR RIGHT AND START UP SLOPE OF MOUNTAIN,
 GL1510'HERE BEAR RIGHT AND FOLLOW TRACK ROAD UP A ROUGH AND STEEP
 GL1510'GRADE AT TIMES TO TOP OF PEAK AND STATION, DISTANCE OF ABOUT
 GL1510'0.7 MILE.
 GL1510'
 GL1510'STATION SURFACE MARK IS A STANDARD DISK, STAMPED LITTLE 1960,
 GL1510'SET IN THE TOP OF A SQUARE CONCRETE POST THAT PROJECTS ABOUT
 GL1510'2-INCHES.  IT IS 15 FEET WEST OF A ANTENNA POLE, 11.6 FEET
 GL1510'NORTH OF A METAL WITNESS POST AND 7.6 FEET SOUTHWEST OF THE
 GL1510'SOUTHWEST CORNER OF SMALL CONCRETE BLOCK BUILDING.
 GL1510'
 GL1510'REFERENCE MARK NO. 1 IS A STANDARD DISK, STAMPED LITTLE NO
 GL1510'1 1960, SET IN A DRILL HOLE IN BEDROCK THAT IS FLUSH WITH THE
 GL1510'GROUND.  IT IS 20 FEET EAST OF A METAL WITNESS POST, 8 FEET
 GL1510'SOUTHEAST OF THE SOUTHEAST CORNER OF A SMALL CONCRETE BUILDING,
 GL1510'5 FEET EAST OF ANTENNA POLE AND ABOUT 2 FEET LOWER IN ELEVATION
 GL1510'THAN THE STATION MARK.
 GL1510'
 GL1510'REFERENCE MARK NO. 2 IS A STANDARD DISK, STAMPED LITTLE NO
 GL1510'2 1960, SET IN A DRILL HOLE IN BEDROCK THAT IS FLUSH WITH
 GL1510'THE GROUND.  IT IS 38 FEET WEST OF ANTENNA POLE, 33 FEET
 GL1510'WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF SMALL CONCRETE
 GL1510'BLOCK BUILDING, 24 FEET WEST OF A METAL WITNESS POST AND ABOUT
 GL1510'4 FEET LOWER IN ELEVATION THAN THE STATION.
 GL1510'
 GL1510'BENCH MARK A 55 RESET 1955 (AZIMUTH MARK) IS A STANDARD
 GL1510'USC AND GS BENCH MARK DISK, STAMPED A 55 RESET 1934 1955,
 GL1510'SET IN THE TOP OF A ROUND CONCRETE POST THAT IS ABOUT 4-INCHES
 GL1510'BELOW THE SURFACE OF THE GROUND.  IT IS 79 FEET WEST-SOUTHWEST
 GL1510'OF THE CENTER-LINE OF HIGHWAY, 71 FEET NORTHWEST OF THE CENTER
 GL1510'GRADED EAST-WEST ROAD, 64 FEET NORTH OF THE NORTH 1 OF 2
 GL1510'CONCRETE WHITE PILLARS, 3.6 FEET NORTHWEST OF A METAL WITNESS
 GL1510'POST AND 3 FEET WEST-SOUTHWEST OF FENCE-LINE.
 GL1510'
 GL1510'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--8 MILES
 GL1510'SSE OF DES MOINES
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS1137 ***********************************************************************
 DS1137  DESIGNATION -  LITTLE BURRO
 DS1137  PID         -  DS1137
 DS1137  STATE/COUNTY-  NM/SOCORRO
 DS1137  USGS QUAD   -  MOCKINGBIRD GAP (1982)
 DS1137
 DS1137                         *CURRENT SURVEY CONTROL
 DS1137  ___________________________________________________________________
 DS1137* NAD 83(1992)-  33 31 32.62516(N)    106 28 10.48450(W)     ADJUSTED  
 DS1137* NAVD 88     -      2246.8    (meters)    7371.     (feet)  VERTCON   
 DS1137  ___________________________________________________________________
 DS1137  LAPLACE CORR-           3.32  (seconds)                    DEFLEC99
 DS1137  GEOID HEIGHT-         -22.08  (meters)                     GEOID03
 DS1137
 DS1137  HORZ ORDER  -  FIRST
 DS1137
 DS1137.The horizontal coordinates were established by classical geodetic methods
 DS1137.and adjusted by the National Geodetic Survey in December 1993..
 DS1137
 DS1137.The NAVD 88 height was computed by applying the VERTCON shift value to
 DS1137.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DS1137
 DS1137.The Laplace correction was computed from DEFLEC99 derived deflections.
 DS1137
 DS1137.The geoid height was determined by GEOID03.
 DS1137
 DS1137;                    North         East     Units Scale Factor Converg.
 DS1137;SPC NM C     -   280,075.475   479,604.217   MT  0.99990513   -0 07 16.6
 DS1137;SPC NM C     -   918,880.95  1,573,501.50   sFT  0.99990513   -0 07 16.6
 DS1137;SPC NM W     -   280,891.329   956,680.161   MT  1.00011445   +0 45 11.9
 DS1137;SPC NM W     -   921,557.64  3,138,708.16   sFT  1.00011445   +0 45 11.9
 DS1137;UTM  13      - 3,710,538.545   363,532.116   MT  0.99982960   -0 48 42.4
 DS1137
 DS1137!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS1137!SPC NM C     -   0.99965086  x   0.99990513  =   0.99955602
 DS1137!SPC NM W     -   0.99965086  x   1.00011445  =   0.99976527
 DS1137!UTM  13      -   0.99965086  x   0.99982960  =   0.99948052
 DS1137
 DS1137|---------------------------------------------------------------------|
 DS1137| PID    Reference Object                     Distance      Geod. Az  |
 DS1137|                                                           dddmmss.s |
 DS1137| CD3114 LITTLE BURRO RM 1                    15.166 METERS 01553     |
 DS1137| DS0073 GAP                                 APPROX. 3.8 KM 0523924.0 |
 DS1137| DS1224 SALINAS PEAK                        APPROX.25.9 KM 1925145.7 |
 DS1137| CD3115 LITTLE BURRO RM 2                     9.236 METERS 29206     |
 DS1137|---------------------------------------------------------------------|
 DS1137
 DS1137                          SUPERSEDED SURVEY CONTROL
 DS1137
 DS1137  NAD 83(1986)-  33 31 32.63236(N)    106 28 10.48706(W) AD(       ) 1
 DS1137  NAD 27      -  33 31 32.36990(N)    106 28 08.45930(W) AD(       ) 1
 DS1137  NGVD 29 (07/19/86) 2246.1    (m)         7369.     (f) VERT ANG       
 DS1137
 DS1137.Superseded values are not recommended for survey control.
 DS1137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS1137.See file dsdata.txt to determine how the superseded data were derived.
 DS1137
 DS1137_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT6353210539(NAD 83)
 DS1137_MARKER: DS = TRIANGULATION STATION DISK
 DS1137_SETTING: 66 = SET IN ROCK OUTCROP
 DS1137
 DS1137  HISTORY     - Date     Condition        Report By
 DS1137  HISTORY     - 1934     MONUMENTED       CGS
 DS1137  HISTORY     - 1952     GOOD             CGS
 DS1137  HISTORY     - 1956     GOOD             CGS
 DS1137
 DS1137                          STATION DESCRIPTION
 DS1137
 DS1137'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (LCJ)
 DS1137'THE STATION IS ABOUT 31.5 MILES EAST-SOUTHEAST OF SAN MARCIAL,
 DS1137'JUST SOUTH OF THE ROAD WHICH GOES THROUGH MOCKING BIRD PASS ON
 DS1137'THE WEST EDGE OF T. 9 S., R 5 E., AND ON A PROMINENT PEAK ABOUT
 DS1137'1/2 MILE NORTH OF THE LARGEST PEAK ON LITTLE BURRO MOUNTAIN.
 DS1137'A LONG RIDGE RUNS UP TO THE PEAK FROM THE NORTHWEST.  THE STATION
 DS1137'AND REFERENCE MARKS ARE STANDARD DISKS SET IN ROCK.
 DS1137'REFERENCE MARK NO. 1 IS 16.65 METERS (54.6
 DS1137'FEET) (SLOPE DISTANCE) FROM THE STATION N 67 DEG 43 MIN W.
 DS1137'AND NO. 2 IS 9.585 METERS (31.45 FEET) (SLOPE DISTANCE) FROM
 DS1137'THE STATION N 15 DEG 54 MIN E.
 DS1137
 DS1137                          STATION RECOVERY (1952)
 DS1137
 DS1137'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (RLE)
 DS1137'THE STATION, REFERENCE MARK NUMBER 1 AND REFERENCE MARK NUMBER 2
 DS1137'WERE RECOVERED AND ARE IN GOOD CONDITION.  TRIANGULATION STATION
 DS1137'GAP (HAFB) WAS USED FOR THE AZIMUTH MARK.
 DS1137'
 DS1137'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 DS1137'
 DS1137'THE STATION IS LOCATED ON THE SUMMIT OF A HIGH PEAK AND ABOUT 2
 DS1137'MILES SOUTHWEST OF MOCKING BIRD GAP.  IT IS ABOUT 0.5 MILE NORTH
 DS1137'OF THE HIGHEST POINT OF LITTLE BURRO MOUNTAIN.  IT IS STAMPED
 DS1137'LITTLE BURROW 1934.
 DS1137'
 DS1137'REFERENCE MARK NO. 1 IS ABOUT 2 FEET LOWER THAN THE STATION.
 DS1137'IT IS STAMPED LITTLE BURROW NO 1 1934.
 DS1137'
 DS1137'REFERENCE MARK NO. 2 IS ABOUT 5 FEET LOWER THAN THE STATION.  IT IS
 DS1137'STAMPED LITTLE BURROW NO 2 1934.
 DS1137'
 DS1137'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2
 DS1137'IS 55.2 FEET.
 DS1137'
 DS1137'TRIANGULATION STATION GAP (HAFB) WAS USED FOR THE AZIMUTH MARK.
 DS1137'IT IS LOCATED ON THE HIGHEST POINT OF A KNOLL AND ABOUT 0.6 MILE
 DS1137'EAST OF MOCKING BIRD GAP.  IT IS A BRONZE DISK SET IN A DRILL HOLE
 DS1137'IN A BOULDER.  IT IS STAMPED GAP INST HAFB 1951.
 DS1137'
 DS1137'TO REACH THE STATION FROM THE POST OFFICE IN CARRIZOZO, GO
 DS1137'SOUTH ON U.S. HIGHWAY 54 FOR 15.3 MILES TO A T ROAD RIGHT
 DS1137'AT THE SMALL VILLAGE OF OSCURA.  TURN RIGHT AND GO WEST AND
 DS1137'NORTHWEST ON MOCKING BIRD GAP ROAD FOR 25.5 MILES TO A TRACK
 DS1137'ROAD LEFT (ABOUT 0.25 MILE AFTER PASSING THE AZIMUTH MARK FOR
 DS1137'TRIANGULATION GAP (HAFB), TURN LEFT AND GO WESTERLY FOR 1.15
 DS1137'MILES TO THE END OF TRUCK TRAVEL.  LEAVE THE TRUCK AND PACK
 DS1137'WESTERLY UP MOUNTAIN TO THE HIGHEST POINT AND THE STATION AS
 DS1137'DESCRIBED.  THIS IS ABOUT A 2-1/2 HOUR PACK WITH OBSERVING
 DS1137'PARTY EQUIPTMENT.
 DS1137'
 DS1137'TO REACH TRIANGULATION STATION GAP (HAFB) (AZIMUTH MARK) FROM
 DS1137'THE END OF TRUCK TRAVEL, GO EASTERLY ON A TRACK ROAD FOR 1.15
 DS1137'MILES TO THE MOCKING BIRD GAP ROAD.  CROSS THE MOCKING BIRD GAP
 DS1137'ROAD AND CONTINUE EASTERLY FOR 0.6 MILE TO THE TOP OF A
 DS1137'KNOLL AND TRIANGULATION STATION GAP (HAFB) (AZIMUTH MARK)
 DS1137'AS DESCRIBED.
 DS1137
 DS1137                          STATION RECOVERY (1956)
 DS1137
 DS1137'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (WRH)
 DS1137'THE STATION WAS VISITED AND ALL THE MARKS WERE FOUND IN GOOD
 DS1137'CONDITION.  THE PREVIOUS DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR1031 ***********************************************************************
 DR1031  DESIGNATION -  LITTLE CUB
 DR1031  PID         -  DR1031
 DR1031  STATE/COUNTY-  NM/LINCOLN
 DR1031  USGS QUAD   -  CUB MOUNTAIN (1981)
 DR1031
 DR1031                         *CURRENT SURVEY CONTROL
 DR1031  ___________________________________________________________________
 DR1031* NAD 83(1992)-  33 34 19.98292(N)    105 53 39.02545(W)     ADJUSTED  
 DR1031* NAVD 88     -      2071.3    (meters)    6796.     (feet)  VERTCON   
 DR1031  ___________________________________________________________________
 DR1031  LAPLACE CORR-           7.92  (seconds)                    DEFLEC99
 DR1031  GEOID HEIGHT-         -20.30  (meters)                     GEOID03
 DR1031
 DR1031  HORZ ORDER  -  THIRD
 DR1031
 DR1031.The horizontal coordinates were established by classical geodetic methods
 DR1031.and adjusted by the National Geodetic Survey in December 1993..
 DR1031
 DR1031.The NAVD 88 height was computed by applying the VERTCON shift value to
 DR1031.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DR1031
 DR1031.The Laplace correction was computed from DEFLEC99 derived deflections.
 DR1031
 DR1031.The geoid height was determined by GEOID03.
 DR1031
 DR1031;                    North         East     Units Scale Factor Converg.
 DR1031;SPC NM C     -   285,266.309   533,033.579   MT  0.99991345   +0 11 48.4
 DR1031;SPC NM C     -   935,911.22  1,748,794.33   sFT  0.99991345   +0 11 48.4
 DR1031;UTM  13      - 3,715,084.062   417,012.051   MT  0.99968490   -0 29 40.2
 DR1031
 DR1031!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR1031!SPC NM C     -   0.99967811  x   0.99991345  =   0.99959159
 DR1031!UTM  13      -   0.99967811  x   0.99968490  =   0.99936311
 DR1031
 DR1031:                Primary Azimuth Mark                     Grid Az
 DR1031:SPC NM C     -  NOGAL                                    134 21 03.1
 DR1031:UTM  13      -  NOGAL                                    135 02 31.7
 DR1031
 DR1031|---------------------------------------------------------------------|
 DR1031| PID    Reference Object                     Distance      Geod. Az  |
 DR1031|                                                           dddmmss.s |
 DR1031| DR1008 NOGAL                               APPROX.11.8 KM 1343251.5 |
 DR1031|---------------------------------------------------------------------|
 DR1031
 DR1031                          SUPERSEDED SURVEY CONTROL
 DR1031
 DR1031  NAD 83(1986)-  33 34 19.99047(N)    105 53 39.02768(W) AD(       ) 3
 DR1031  NAD 27      -  33 34 19.72561(N)    105 53 37.05710(W) AD(       ) 3
 DR1031  NGVD 29 (07/19/86) 2070.6    (m)         6793.     (f) VERT ANG       
 DR1031
 DR1031.Superseded values are not recommended for survey control.
 DR1031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR1031.See file dsdata.txt to determine how the superseded data were derived.
 DR1031
 DR1031_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDT1701215084(NAD 83)
 DR1031
 DR1031  HISTORY     - Date     Condition        Report By
 DR1031  HISTORY     - 1933     MONUMENTED       USGS
 DR1031  HISTORY     - 1975     GOOD             USGS
 DR1031
 DR1031                          STATION DESCRIPTION
 DR1031
 DR1031'DESCRIBED BY US GEOLOGICAL SURVEY 1975
 DR1031'ON THE HIGHEST POINT OF LITTLE CUB MOUNTAIN, A WELL KNOWN HILL
 DR1031'ABOUT 5 MI. S. OF CARRIZOZO.  AN AUTOMOBILE MAY BE DRIVEN TO THE
 DR1031'FOOT OF THE HILL BY FOLLOWING A RANCH RD. S. FROM CARRIZOZO.
 DR1031'
 DR1031'STATION MARK--STANDARD TABLET, CEMENTED IN ROCK IN PLACE, AND
 DR1031'STAMPED ---LITTLE CUB R-1933---.
 DR1031'
 DR1031'REFERENCE MARK--STANDARD REFERENCE TABLET, CEMENTED IN ROCK IN PLACE,
 DR1031'AND 41.10 FT. FROM STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CF0282 ***********************************************************************
 CF0282  DESIGNATION -  LITTLE HATCHET
 CF0282  PID         -  CF0282
 CF0282  STATE/COUNTY-  NM/HIDALGO
 CF0282  USGS QUAD   -  HACHITA PEAK (1982)
 CF0282
 CF0282                         *CURRENT SURVEY CONTROL
 CF0282  ___________________________________________________________________
 CF0282* NAD 83(1992)-  31 50 30.11398(N)    108 27 11.93093(W)     ADJUSTED  
 CF0282* NAVD 88     -      2023.     (meters)    6637.     (feet)  VERTCON   
 CF0282  ___________________________________________________________________
 CF0282  LAPLACE CORR-           1.67  (seconds)                    DEFLEC99
 CF0282  GEOID HEIGHT-         -25.22  (meters)                     GEOID03
 CF0282
 CF0282  HORZ ORDER  -  FIRST
 CF0282
 CF0282.The horizontal coordinates were established by classical geodetic methods
 CF0282.and adjusted by the National Geodetic Survey in December 1993..
 CF0282
 CF0282.The NAVD 88 height was computed by applying the VERTCON shift value to
 CF0282.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CF0282
 CF0282.The Laplace correction was computed from DEFLEC99 derived deflections.
 CF0282
 CF0282.The geoid height was determined by GEOID03.
 CF0282
 CF0282;                    North         East     Units Scale Factor Converg.
 CF0282;SPC NM W     -    93,484.483   771,320.014   MT  0.99995912   -0 19 37.5
 CF0282;SPC NM W     -   306,707.01  2,530,572.41   sFT  0.99995912   -0 19 37.5
 CF0282;UTM  12      - 3,525,716.149   740,995.905   MT  1.00031635   +1 20 39.2
 CF0282
 CF0282!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CF0282!SPC NM W     -   0.99968644  x   0.99995912  =   0.99964557
 CF0282!UTM  12      -   0.99968644  x   1.00031635  =   1.00000269
 CF0282
 CF0282:                Primary Azimuth Mark                     Grid Az
 CF0282:SPC NM W     -  HATCHITA AIRPORT BEACON                  054 27 48.0
 CF0282:UTM  12      -  HATCHITA AIRPORT BEACON                  052 47 31.3
 CF0282
 CF0282|---------------------------------------------------------------------|
 CF0282| PID    Reference Object                     Distance      Geod. Az  |
 CF0282|                                                           dddmmss.s |
 CF0282| CF0275 HATCHITA AIRPORT BEACON             APPROX.14.6 KM 0540810.5 |
 CF0282| CC6853 LITTLE HATCHET RM 1                   5.857 METERS 11859     |
 CF0282| CC6854 LITTLE HATCHET RM 2                  13.879 METERS 20401     |
 CF0282| CC6852 LITTLE HATCHET AZ MK                               3135907.3 |
 CF0282| CF0284 PHOENIX EL PASO AWY BCN 29 A        APPROX.12.1 KM 3582200.0 |
 CF0282|---------------------------------------------------------------------|
 CF0282
 CF0282                          SUPERSEDED SURVEY CONTROL
 CF0282
 CF0282  NAD 83(1992)-  31 50 30.11243(N)    108 27 11.92994(W) AD(       ) 1
 CF0282  NAD 83(1986)-  31 50 30.11324(N)    108 27 11.92841(W) AD(       ) 1
 CF0282  NAD 27      -  31 50 29.77070(N)    108 27 09.76909(W) AD(       ) 1
 CF0282  NGVD 29 (07/19/86) 2022.     (m)         6634.     (f) VERT ANG       
 CF0282
 CF0282.Superseded values are not recommended for survey control.
 CF0282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CF0282.See file dsdata.txt to determine how the superseded data were derived.
 CF0282
 CF0282_U.S. NATIONAL GRID SPATIAL ADDRESS: 12RYA4099625716(NAD 83)
 CF0282_MARKER: DD = SURVEY DISK
 CF0282_SETTING: 80 = SET IN A BOULDER
 CF0282_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 CF0282
 CF0282  HISTORY     - Date     Condition        Report By
 CF0282  HISTORY     - 1917     MONUMENTED       USGS
 CF0282  HISTORY     - 1938     GOOD             CGS
 CF0282
 CF0282                          STATION DESCRIPTION
 CF0282
 CF0282'DESCRIBED BY US GEOLOGICAL SURVEY 1917
 CF0282'STATION MARK - STANDARD USGS BRONZE TABLET.
 CF0282'
 CF0282'REFERENCE MARKS - NONE.
 CF0282
 CF0282                          STATION RECOVERY (1938)
 CF0282
 CF0282'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 CF0282'ABOUT 10 MILES SW OF HACHITA.  STATION IS LOCATED ON THE
 CF0282'HIGHEST POINT OF THE LITTLE HATCHET MOUNTAINS.  THE PEAK IS
 CF0282'DECLIVITOUS ON ALL SIDES AND IS BARREN EXCEPT FOR SMALL
 CF0282'SCATTERED BRUSH.  THE STATION MARK IS A STANDARD U.S.G.S. BENCH
 CF0282'MARK.
 CF0282'
 CF0282'THE STATION MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL
 CF0282'HOLE IN A BOULDER AS DESCRIBED IN NOTE 4.  REFERENCE AND
 CF0282'AZIMUTH MARKS ARE STANDARD BRONZE DISKS SET IN A BOULDER AS
 CF0282'DESCRIBED.
 CF0282'
 CF0282'TO REACH THE STATION FROM HACHITA GO WESTERLY FOR 2.3 MILES
 CF0282'TO A SEMI-GRADED ROAD SOUTHERLY.  HERE TURN LEFT AND GO FOR 9.7
 CF0282'MILES TO A FORK AT SIGN (A-1 RANCH).  THENCE TAKE THE LEFT
 CF0282'FORK (THE MAIN-TRAVELED ROAD) AND CONTINUE ON FOR 0.7 MILE
 CF0282'TO A FORK AND A SIGN ON THE RIGHT (LITTLE HATCHET).  THENCE
 CF0282'TAKE THE RIGHT FORK, (THE MAIN-TRAVELED ROAD) AND CONTINUE
 CF0282'ON 1.2 MILES TO A FENCE LINE AND A GATE.  TURN LEFT ON TRACK
 CF0282'ROAD JUST AFTER PASSING THROUGH THE GATE AND CONTINUE ON AS
 CF0282'FAR AS ROAD IS BUILT TO MINE AND END OF TRUCK TRAVEL.  FROM
 CF0282'THE MINE FOLLOW A TRAIL, SOUTHEASTERLY, TO THE TOP OF RIDGE
 CF0282'AND THENCE ALONG THE TOP OF THE RIDGE TO THE HIGHEST
 CF0282'POINT AND THE STATION SITE.
 CF0282'
 CF0282'REFERENCE MARK NO. 1 IS SSE OF THE STATION AND ABOUT 1 FOOT
 CF0282'LOWER IN ELEVATION.  REFERENCE MARK NO. 2 IS SSW OF THE
 CF0282'STATION AND ABOUT 15 FEET LOWER IN ELEVATION.
 CF0282'
 CF0282'THE AZIMUTH MARK IS ABOUT 1/4 MILE NNW OF THE STATION AND ABOUT
 CF0282'20 FEET LOWER IN ELEVATION.  IT IS LOCATED ON THE TOP OF THE
 CF0282'FIRST PEAK N OF THE STATION SITE.
 CF0282'
 CF0282'THE STATION IS ABOUT A 45 MINUTE PACK FROM THE END OF TRUCK
 CF0282'TRAVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1656 ***********************************************************************
 CX1656  DESIGNATION -  LITTLE WATER TWR HOUSING AREA
 CX1656  PID         -  CX1656
 CX1656  STATE/COUNTY-  NM/DONA ANA
 CX1656  USGS QUAD   -  WHITE SANDS (1955)
 CX1656
 CX1656                         *CURRENT SURVEY CONTROL
 CX1656  ___________________________________________________________________
 CX1656* NAD 83(1992)-  32 23 12.35134(N)    106 29 01.69422(W)     ADJUSTED  
 CX1656* NAVD 88     -                                                        
 CX1656  ___________________________________________________________________
 CX1656  LAPLACE CORR-          -4.39  (seconds)                    DEFLEC99
 CX1656  GEOID HEIGHT-         -23.55  (meters)                     GEOID03
 CX1656
 CX1656  HORZ ORDER  -  THIRD
 CX1656
 CX1656.The horizontal coordinates were established by classical geodetic methods
 CX1656.and adjusted by the National Geodetic Survey in December 1993..
 CX1656
 CX1656
 CX1656.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1656
 CX1656.The geoid height was determined by GEOID03.
 CX1656
 CX1656;                    North         East     Units Scale Factor Converg.
 CX1656;SPC NM C     -   153,775.141   478,002.547   MT  0.99990597   -0 07 30.8
 CX1656;SPC NM C     -   504,510.61  1,568,246.69   sFT  0.99990597   -0 07 30.8
 CX1656;UTM  13      - 3,584,275.041   360,431.600   MT  0.99984021   -0 47 41.6
 CX1656
 CX1656                          SUPERSEDED SURVEY CONTROL
 CX1656
 CX1656  NAD 83(1986)-  32 23 12.35619(N)    106 29 01.69147(W) AD(       ) 4
 CX1656  NAD 27      -  32 23 12.01760(N)    106 28 59.72088(W) AD(       ) 3
 CX1656
 CX1656.Superseded values are not recommended for survey control.
 CX1656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1656.See file dsdata.txt to determine how the superseded data were derived.
 CX1656
 CX1656_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCR6043284275(NAD 83)
 CX1656_MARKER: 54 = WATER TOWER
 CX1656
 CX1656  HISTORY     - Date     Condition        Report By
 CX1656  HISTORY     - 1964     FIRST OBSERVED   CGS
 CX1656
 CX1656                          STATION DESCRIPTION
 CX1656
 CX1656'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0840 ***********************************************************************
 CV0840  DESIGNATION -  LLANO
 CV0840  PID         -  CV0840
 CV0840  STATE/COUNTY-  NM/LEA
 CV0840  USGS QUAD   -  HUMBLE CITY (1979)
 CV0840
 CV0840                         *CURRENT SURVEY CONTROL
 CV0840  ___________________________________________________________________
 CV0840* NAD 83(1992)-  32 45 40.87126(N)    103 11 06.84235(W)     ADJUSTED  
 CV0840* NAVD 88     -      1139.8    (meters)    3739.     (feet)  VERTCON   
 CV0840  ___________________________________________________________________
 CV0840  LAPLACE CORR-           0.59  (seconds)                    DEFLEC99
 CV0840  GEOID HEIGHT-         -21.61  (meters)                     GEOID03
 CV0840
 CV0840  HORZ ORDER  -  FIRST
 CV0840
 CV0840.The horizontal coordinates were established by classical geodetic methods
 CV0840.and adjusted by the National Geodetic Survey in December 1993..
 CV0840
 CV0840.The NAVD 88 height was computed by applying the VERTCON shift value to
 CV0840.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CV0840
 CV0840.The Laplace correction was computed from DEFLEC99 derived deflections.
 CV0840
 CV0840.The geoid height was determined by GEOID03.
 CV0840
 CV0840;                    North         East     Units Scale Factor Converg.
 CV0840;SPC NM E     -   195,872.757   272,574.718   MT  1.00005174   +0 37 16.8
 CV0840;SPC NM E     -   642,625.87    894,272.22   sFT  1.00005174   +0 37 16.8
 CV0840;UTM  13      - 3,626,288.178   669,994.668   MT  0.99995634   +0 58 56.2
 CV0840
 CV0840!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CV0840!SPC NM E     -   0.99982448  x   1.00005174  =   0.99987621
 CV0840!UTM  13      -   0.99982448  x   0.99995634  =   0.99978082
 CV0840
 CV0840:                Primary Azimuth Mark                     Grid Az
 CV0840:SPC NM E     -  TT 10                                    124 24 58.7
 CV0840:UTM  13      -  TT 10                                    124 03 19.3
 CV0840
 CV0840|---------------------------------------------------------------------|
 CV0840| PID    Reference Object                     Distance      Geod. Az  |
 CV0840|                                                           dddmmss.s |
 CV0840| CV0839 TT 10                               APPROX. 0.9 KM 1250215.5 |
 CV0840|---------------------------------------------------------------------|
 CV0840
 CV0840                          SUPERSEDED SURVEY CONTROL
 CV0840
 CV0840  NAD 83(1986)-  32 45 40.87929(N)    103 11 06.83934(W) AD(       ) 1
 CV0840  NAD 27      -  32 45 40.46871(N)    103 11 05.08660(W) AD(       ) 1
 CV0840  NGVD 29 (07/19/86) 1139.4    (m)         3738.     (f) VERT ANG       
 CV0840
 CV0840.Superseded values are not recommended for survey control.
 CV0840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0840.See file dsdata.txt to determine how the superseded data were derived.
 CV0840
 CV0840_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFS6999526288(NAD 83)
 CV0840_MARKER: DS = TRIANGULATION STATION DISK
 CV0840_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0840_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CV0840_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CV0840+STABILITY: SURFACE MOTION
 CV0840
 CV0840  HISTORY     - Date     Condition        Report By
 CV0840  HISTORY     - 1975     MONUMENTED       NGS
 CV0840
 CV0840                          STATION DESCRIPTION
 CV0840
 CV0840'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (JRS)
 CV0840'THE STATION IS ATOP THE SUPERSTRUCTURE OF THE ROOF OF THE
 CV0840'LLANO ESTACADO MEDICAL CENTER, IN THE NORTH EDGE OF
 CV0840'HOBBS.  IT IS ABOUT 3 MILES NORTHWEST OF THE CENTER OF HOBBS AND
 CV0840'0.1 MILE SOUTHWEST OF STATE HIGHWAY 18.
 CV0840'
 CV0840'TO REACH BENCH MARK TT 10 TOD (USGS) FROM THE MEDICAL
 CV0840'CENTER, GO NORTHEAST AND SOUTHEAST FOR 0.1 MILE TO THE
 CV0840'JUNCTION WITH STATE HIGHWAY 18.  TURN RIGHT AND GO SOUTH ON
 CV0840'HIGHWAY 18 FOR 0.45 MILE TO THE MARK ON THE RIGHT.
 CV0840'
 CV0840'STATION MARK IS A STANDARD DISK, STAMPED LLANO 1975, SET IN THE
 CV0840'TOP OF A 6-INCH SQUARE CONCRETE MONUMENT, THAT IS BONDED TO THE
 CV0840'ROOF OF THE MEDICAL CENTER AND PROJECTS 4 INCHES ABOVE THE
 CV0840'ROOF.  IT IS 28.3 FEET NORTH-NORTHEAST OF THE SOUTHWEST CORNER
 CV0840'OF THE ROOF, 10.1 FEET SOUTHEAST OF THE NORTHWEST CORNER OF THE
 CV0840'ROOF AND 9.4 FEET SOUTHWEST OF THE NORTHEAST CORNER OF THE ROOF.
 CV0840'
 CV0840'BENCH MARK TT 10 TOD (USGS) IS A BRONZE DISK OF THE U.S. GEOLOGICAL
 CV0840'SURVEY, STAMPED TT 10 TOD 1956, SET IN THE TOP OF A 6-INCH
 CV0840'SQUARE CONCRETE MONUMENT, THAT PROJECTS 10 INCHES ABOVE THE
 CV0840'GROUND.  IT IS 81.0 FEET EAST OF THE EAST RAIL OF A RAILROAD
 CV0840'TRACK, 42.0 FEET WEST OF THE CENTER OF THE SOUTH BOUND LANE OF
 CV0840'HIGHWAY 18 AND 10.8 FEET NORTH OF A POWER LINE POLE.  THIS MARK
 CV0840'WILL SERVE AS THE AZIMUTH MARK.
 CV0840'
 CV0840'HEIGHT OF LIGHT ABOVE STATION MARK 1.42 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0847 ***********************************************************************
 GM0847  DESIGNATION -  LLANO
 GM0847  PID         -  GM0847
 GM0847  STATE/COUNTY-  NM/RIO ARRIBA
 GM0847  USGS QUAD   -  CHIMAYO (1994)
 GM0847
 GM0847                         *CURRENT SURVEY CONTROL
 GM0847  ___________________________________________________________________
 GM0847* NAD 83(1992)-  36 03 12.21390(N)    105 58 56.49606(W)     ADJUSTED  
 GM0847* NAVD 88     -      2065.9    (meters)    6778.     (feet)  VERTCON   
 GM0847  ___________________________________________________________________
 GM0847  LAPLACE CORR-          10.60  (seconds)                    DEFLEC99
 GM0847  GEOID HEIGHT-         -18.66  (meters)                     GEOID03
 GM0847
 GM0847  HORZ ORDER  -  THIRD
 GM0847
 GM0847.The horizontal coordinates were established by classical geodetic methods
 GM0847.and adjusted by the National Geodetic Survey in December 1993..
 GM0847
 GM0847.The NAVD 88 height was computed by applying the VERTCON shift value to
 GM0847.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GM0847
 GM0847.The Laplace correction was computed from DEFLEC99 derived deflections.
 GM0847
 GM0847.The geoid height was determined by GEOID03.
 GM0847
 GM0847;                    North         East     Units Scale Factor Converg.
 GM0847;SPC NM C     -   560,469.876   524,112.747   MT  0.99990716   +0 09 27.1
 GM0847;SPC NM C     - 1,838,808.25  1,719,526.57   sFT  0.99990716   +0 09 27.1
 GM0847;UTM  13      - 3,990,316.953   411,520.603   MT  0.99969646   -0 34 41.5
 GM0847
 GM0847!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GM0847!SPC NM C     -   0.99967879  x   0.99990716  =   0.99958598
 GM0847!UTM  13      -   0.99967879  x   0.99969646  =   0.99937535
 GM0847
 GM0847                          SUPERSEDED SURVEY CONTROL
 GM0847
 GM0847  NAD 83(1986)-  36 03 12.21660(N)    105 58 56.49542(W) AD(       ) 3
 GM0847  NGVD 29 (09/14/90) 2064.9    (m)         6775.     (f) VERT ANG       
 GM0847
 GM0847.Superseded values are not recommended for survey control.
 GM0847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0847.See file dsdata.txt to determine how the superseded data were derived.
 GM0847
 GM0847_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV1152190317(NAD 83)
 GM0847_MARKER: DS = TRIANGULATION STATION DISK
 GM0847_SETTING: 0 = UNSPECIFIED SETTING
 GM0847_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GM0847
 GM0847  HISTORY     - Date     Condition        Report By
 GM0847  HISTORY     - 1949     MONUMENTED       USGS
 GM0847
 GM0847                          STATION DESCRIPTION
 GM0847
 GM0847'DESCRIBED BY US GEOLOGICAL SURVEY 1949
 GM0847'STATION LOCATED ON W. POINT OF SMALL RIDGE IN ROUGH ERRODED COUNTRY
 GM0847'ABOUT 8 MI. (AIRLINE) NE. OF ESPANOLA, AND 5 MI. (AIRLINE) E. OF SAN
 GM0847'JUAN PUEBLO.  THERE IS A HIGHER AND LARGER RIDGE ABOUT 2.0 MI. TO THE
 GM0847'E.
 GM0847'
 GM0847'TO REACH STATION FROM ESPANOLA P.O., GO E. ON U.S. HIGHWAY 84 0.7 MI.
 GM0847'TO JUNCTION OF U.S. HIGHWAY 64, TURN LEFT ON HIGHWAY 64 4.6 MI. TO
 GM0847'TRACK RD. THROUGH WIRE GATES TO RIGHT, TAKE TRACK RD. 0.9 MI. TO
 GM0847'WINDMILL, CONTINUE ON 1.2 MI. TO WIRE GATE, PASS THROUGH GATE AND TAKE
 GM0847'LEFT FORK 2.0 MI. TO FORK (BETWEEN THE GATE AND THIS FORK THE RD.
 GM0847'FORKS THREE TIMES BUT COMES TOGETHER AGAIN), TAKE RIGHT FORK UP DRAIN
 GM0847'1.3 MI., LEAVE MAIN DRAIN AND TAKE SIDE DRAIN RIGHT 0.15 MI. TO END
 GM0847'OF TRUCK TRAVEL.  STATION IS ON POINT OF RIDGE TO SE. ABOUT 10 MINUTE
 GM0847'PACK.
 GM0847'
 GM0847'STATION MARK--STANDARD TABLET CEMENTED IN BOULDER,
 GM0847'STAMPED---LLANO 1949---.
 GM0847'
 GM0847'REFERENCE MARK NO. 1--STANDARD REFERENCE TABLET CEMENTED IN A BOULDER,
 GM0847'37.10 FT. FROM STATION.
 GM0847'SECONDS, STAMPED---LLANO R.M. 1 1949---.
 GM0847'
 GM0847'REFERENCE MARK NO. 2--STANDARD REFERENCE TABLET CEMENTED IN A BOULDER,
 GM0847'31.95 FT. FROM STATION.
 GM0847'SECONDS, STAMPED---LLANO R.M. 2 1949---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ1114 ***********************************************************************
 EQ1114  DESIGNATION -  LLBBTC 1
 EQ1114  PID         -  EQ1114
 EQ1114  STATE/COUNTY-  NM/SOCORRO
 EQ1114  USGS QUAD   -  TURN (1991)
 EQ1114
 EQ1114                         *CURRENT SURVEY CONTROL
 EQ1114  ___________________________________________________________________
 EQ1114* NAD 83(1992)-  34 30 13.86375(N)    106 44 56.51240(W)     ADJUSTED  
 EQ1114* NAVD 88     -      1494.5    (meters)    4903.     (feet)  VERTCON   
 EQ1114  ___________________________________________________________________
 EQ1114  LAPLACE CORR-           3.80  (seconds)                    DEFLEC99
 EQ1114  GEOID HEIGHT-         -21.76  (meters)                     GEOID03
 EQ1114
 EQ1114  HORZ ORDER  -  THIRD
 EQ1114
 EQ1114.The horizontal coordinates were established by classical geodetic methods
 EQ1114.and adjusted by the National Geodetic Survey in December 1993..
 EQ1114
 EQ1114.The NAVD 88 height was computed by applying the VERTCON shift value to
 EQ1114.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EQ1114
 EQ1114.The Laplace correction was computed from DEFLEC99 derived deflections.
 EQ1114
 EQ1114.The geoid height was determined by GEOID03.
 EQ1114
 EQ1114;                    North         East     Units Scale Factor Converg.
 EQ1114;SPC NM C     -   388,651.963   454,175.463   MT  0.99992587   -0 16 57.7
 EQ1114;SPC NM C     - 1,275,102.32  1,490,074.00   sFT  0.99992587   -0 16 57.7
 EQ1114;SPC NM W     -   389,079.141   929,571.556   MT  1.00003883   +0 36 51.4
 EQ1114;SPC NM W     - 1,276,503.82  3,049,769.35   sFT  1.00003883   +0 36 51.4
 EQ1114;UTM  13      - 3,819,412.811   339,431.632   MT  0.99991780   -0 59 27.5
 EQ1114
 EQ1114!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EQ1114!SPC NM C     -   0.99976886  x   0.99992587  =   0.99969475
 EQ1114!SPC NM W     -   0.99976886  x   1.00003883  =   0.99980768
 EQ1114!UTM  13      -   0.99976886  x   0.99991780  =   0.99968668
 EQ1114
 EQ1114                          SUPERSEDED SURVEY CONTROL
 EQ1114
 EQ1114  NAD 83(1992)-  34 30 13.86904(N)    106 44 56.51214(W) AD(       ) 3
 EQ1114  NGVD 29 (01/22/92) 1493.8    (m)         4901.     (f) VERT ANG       
 EQ1114
 EQ1114.Superseded values are not recommended for survey control.
 EQ1114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ1114.See file dsdata.txt to determine how the superseded data were derived.
 EQ1114
 EQ1114_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU3943219413(NAD 83)
 EQ1114_MARKER: DS = TRIANGULATION STATION DISK
 EQ1114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EQ1114_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EQ1114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EQ1114+STABILITY: SURFACE MOTION
 EQ1114
 EQ1114  HISTORY     - Date     Condition        Report By
 EQ1114  HISTORY     - 1950     MONUMENTED       USGS
 EQ1114
 EQ1114                          STATION DESCRIPTION
 EQ1114
 EQ1114'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 EQ1114'STATION IS LOCATED APPROXIMATELY 1.0 MI. (AIRLINE) SE. OF SAN JUAN,
 EQ1114'7.5 MI. (AIRLINE) NNE. OF BERNARDO, AND 10.5 MI. (AIRLINE) SSE. OF
 EQ1114'BELEN, ON W. END OF LARGE FLAT OVERLOOKING RIO GRANDE RIVER.
 EQ1114'
 EQ1114'TO REACH STATION FROM POST OFFICE AT BOSQUE, GO S. APPROXIMATELY 300
 EQ1114'FT. TO DIRT RD. E., THENCE LEFT (E.) (CROSS RR. TRACKS) ALONG DIRT
 EQ1114'RD. FOR 1.3 MI. TO Y-FORK, TAKE RIGHT FORK S. FOR 0.3 MI. TO CORNER,
 EQ1114'THENCE LEFT (E.) OVER SMALL BRIDGE AND CONTINUE ON E. (CROSSING RIO
 EQ1114'GRANDE RIVER) FOR 1.2 MI. TO T-INTERSECTION, THENCE RIGHT (S.) ALONG
 EQ1114'RD. FOR 1.85 MI. TO WHITE HOUSE ON LEFT, GO THRU CORRAL IN BACK OF
 EQ1114'HOUSE AND GO SE. ON TRACK RD. FOR 0.15 MI. TO Y-FORKS, TAKE RIGHT
 EQ1114'FORK (SSE.) FOR 0.85 MI. TO Y-FORK, TAKE RIGHT FORK (SEE.) ALONG RD.
 EQ1114'FOR 0.65 MI. TO TOP OF HILL, AT THIS POINT GO ACROSS COUNTRY SW. FOR
 EQ1114'APPROXIMATELY 0.35 MI. TO EDGE OF MESA AND STATION.
 EQ1114'
 EQ1114'STATION MARK--STANDARD TABLET STAMPED---LLBBTC-1 1950---, IN TOP OF
 EQ1114'7 X 7 CONCRETE POST.
 EQ1114'
 EQ1114'REFERENCE MARK NO. 1--A 3/8 IN. STEEL ROD, 45.9 FT. N. OF STATION IN
 EQ1114'
 EQ1114'REFERENCE MARK NO. 2--A 3/8 IN. STEEL ROD, 41.4 FT. E. OF STATION IN
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0557 ***********************************************************************
 EP0557  DESIGNATION -  LLOYD
 EP0557  PID         -  EP0557
 EP0557  STATE/COUNTY-  NM/DE BACA
 EP0557  USGS QUAD   -  THE OLD DRY LAKE (1967)
 EP0557
 EP0557                         *CURRENT SURVEY CONTROL
 EP0557  ___________________________________________________________________
 EP0557* NAD 83(1992)-  34 09 28.93158(N)    104 39 48.94828(W)     ADJUSTED  
 EP0557* NAVD 88     -      1373.2    (meters)    4505.     (feet)  VERTCON   
 EP0557  ___________________________________________________________________
 EP0557  LAPLACE CORR-          -3.08  (seconds)                    DEFLEC99
 EP0557  GEOID HEIGHT-         -23.22  (meters)                     GEOID03
 EP0557
 EP0557  HORZ ORDER  -  SECOND
 EP0557
 EP0557.The horizontal coordinates were established by classical geodetic methods
 EP0557.and adjusted by the National Geodetic Survey in December 1993..
 EP0557
 EP0557.The NAVD 88 height was computed by applying the VERTCON shift value to
 EP0557.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EP0557
 EP0557.The Laplace correction was computed from DEFLEC99 derived deflections.
 EP0557
 EP0557.The geoid height was determined by GEOID03.
 EP0557
 EP0557;                    North         East     Units Scale Factor Converg.
 EP0557;SPC NM E     -   350,234.576   134,548.011   MT  0.99992052   -0 11 07.6
 EP0557;SPC NM E     - 1,149,061.27    441,429.60   sFT  0.99992052   -0 11 07.6
 EP0557;UTM  13      - 3,779,730.095   531,008.528   MT  0.99961185   +0 11 20.0
 EP0557
 EP0557!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EP0557!SPC NM E     -   0.99978813  x   0.99992052  =   0.99970867
 EP0557!UTM  13      -   0.99978813  x   0.99961185  =   0.99940006
 EP0557
 EP0557|---------------------------------------------------------------------|
 EP0557| PID    Reference Object                     Distance      Geod. Az  |
 EP0557|                                                           dddmmss.s |
 EP0557| CJ7734 LLOYD RM 1                           15.174 METERS 13906     |
 EP0557| EP0555 ROCK                                APPROX. 5.7 KM 1651023.1 |
 EP0557| CJ7735 LLOYD RM 2                           14.850 METERS 22525     |
 EP0557|---------------------------------------------------------------------|
 EP0557
 EP0557                          SUPERSEDED SURVEY CONTROL
 EP0557
 EP0557  NAD 83(1986)-  34 09 28.93781(N)    104 39 48.94632(W) AD(       ) 2
 EP0557  NAD 27      -  34 09 28.65159(N)    104 39 47.02192(W) AD(       ) 2
 EP0557  NGVD 29 (07/19/86) 1372.5    (m)         4503.     (f) VERT ANG       
 EP0557
 EP0557.Superseded values are not recommended for survey control.
 EP0557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EP0557.See file dsdata.txt to determine how the superseded data were derived.
 EP0557
 EP0557_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SET3100979730(NAD 83)
 EP0557_MARKER: DD = SURVEY DISK
 EP0557_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 EP0557+WITH SETTING: INFORMATION.
 EP0557_SP_SET: PREFABRICATED CONCRETE POST
 EP0557
 EP0557  HISTORY     - Date     Condition        Report By
 EP0557  HISTORY     - 1967     MONUMENTED       USGS
 EP0557
 EP0557                          STATION DESCRIPTION
 EP0557
 EP0557'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (LJM)
 EP0557'STATION IS LOCATED 9 DEG SW, ABOUT 20 MI. (AIRLINE) FROM YESO,
 EP0557'NEW MEXICO, 57 DEG NW, ABOUT 9 MI. (AIRLINE) FROM DUNLAP, NEW
 EP0557'MEXICO.  THE STATION IS LOCATED ON A LONG FLAT RIDGE ABOUT
 EP0557'.15 MI. FROM A FENCE CORNER AND 5 FT. FROM A USGS WITNESS
 EP0557'POST.  THE PROPERTY IS OWNED BY MR. LLOYD WRIGHT AND PERMISSION
 EP0557'MUST BE OBTAINED TO ENTER HIS LAND.
 EP0557'
 EP0557'STATION MARK--A STANDARD USGS BRONZE TABLET CENTERED IN A SIX
 EP0557'IN. TILE FILLED WITH GRAVEL, CRIMPED TO A COPPERWELD ROD DRIVEN
 EP0557'TO REFUSAL (9.6 FT.) AND STAMPED LLOYD ET 1967.
 EP0557'
 EP0557'REFERENCE MARK NO. 1--A STANDARD REFERENCE MARK TABLET CENTERED
 EP0557'IN A 6 IN. TILE, FILLED WITH GRAVEL, CRIMPED TO A COPPERWELD
 EP0557'ROD DRIVEN TO REFUSAL (7.5 FT.) AND STAMPED LLOYD ET 1967 1.
 EP0557'
 EP0557'REFERENCE MARK NO. 2--A STANDARD REFERENCE MARK TABLET CENTERED
 EP0557'IN A 6 IN. TILE FILLED WITH GRAVEL CRIMPED TO A COPPERWELD ROD
 EP0557'DRIVEN TO REFUSAL (5.0 FT.) AND STAMPED LLOYD ET 1967 2.
 EP0557'
 EP0557'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND NO. 2 IS 67.33
 EP0557'FT. (20.540 METERS).
 EP0557'
 EP0557'ROCK ET IS VISIBLE FROM THE GROUND AND WILL SERVE AS THE
 EP0557'AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS1039 ***********************************************************************
 DS1039  DESIGNATION -  LM 29 208
 DS1039  PID         -  DS1039
 DS1039  STATE/COUNTY-  NM/SOCORRO
 DS1039  USGS QUAD   -  BLACK HILL (1980)
 DS1039
 DS1039                         *CURRENT SURVEY CONTROL
 DS1039  ___________________________________________________________________
 DS1039* NAD 83(1992)-  33 36 02.70488(N)    107 09 40.14603(W)     ADJUSTED  
 DS1039* NAVD 88     -      1505.405  (meters)    4938.98   (feet)  ADJUSTED  
 DS1039  ___________________________________________________________________
 DS1039  LAPLACE CORR-          -3.42  (seconds)                    DEFLEC99
 DS1039  GEOID HEIGHT-         -22.82  (meters)                     GEOID03
 DS1039  DYNAMIC HT  -        1503.195 (meters)    4931.73  (feet)  COMP
 DS1039  MODELED GRAV-     979,116.6   (mgal)                       NAVD 88
 DS1039
 DS1039  HORZ ORDER  -  SECOND
 DS1039  VERT ORDER  -  FIRST     CLASS II
 DS1039
 DS1039.The horizontal coordinates were established by classical geodetic methods
 DS1039.and adjusted by the National Geodetic Survey in December 1993..
 DS1039
 DS1039.The orthometric height was determined by differential leveling
 DS1039.and adjusted by the National Geodetic Survey in June 1991..
 DS1039
 DS1039.The Laplace correction was computed from DEFLEC99 derived deflections.
 DS1039
 DS1039.The geoid height was determined by GEOID03.
 DS1039
 DS1039.The dynamic height is computed by dividing the NAVD 88
 DS1039.geopotential number by the normal gravity value computed on the
 DS1039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS1039.degrees latitude (g = 980.6199 gals.).
 DS1039
 DS1039.The modeled gravity was interpolated from observed gravity values.
 DS1039
 DS1039;                    North         East     Units Scale Factor Converg.
 DS1039;SPC NM C     -   288,746.214   415,438.747   MT  0.99998813   -0 30 15.3
 DS1039;SPC NM C     -   947,328.20  1,362,985.29   sFT  0.99998813   -0 30 15.3
 DS1039;UTM  13      - 3,719,982.985   299,474.903   MT  1.00009575   -1 11 47.0
 DS1039
 DS1039!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS1039!SPC NM C     -   0.99976730  x   0.99998813  =   0.99975543
 DS1039!UTM  13      -   0.99976730  x   1.00009575  =   0.99986303
 DS1039
 DS1039                          SUPERSEDED SURVEY CONTROL
 DS1039
 DS1039  NAD 83(1986)-  33 36 02.71246(N)    107 09 40.14864(W) AD(       ) 2
 DS1039  NAD 27      -  33 36 02.47266(N)    107 09 38.03109(W) AD(       ) 2
 DS1039  NGVD 29 (07/19/86) 1504.0    (m)         4934.     (f) VERT ANG       
 DS1039
 DS1039.Superseded values are not recommended for survey control.
 DS1039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS1039.See file dsdata.txt to determine how the superseded data were derived.
 DS1039
 DS1039_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBT9947519983(NAD 83)
 DS1039_MARKER: DD = SURVEY DISK
 DS1039_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DS1039_SP_SET: SHALLOW-SET PIPE
 DS1039_STAMPING: LM 29-208 SW 1/4 SE 1/4 20 T 8S R3W 1954
 DS1039_PROJECTION: PROJECTING 28 CENTIMETERS
 DS1039_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DS1039_ROD/PIPE-DEPTH: 1.2  meters
 DS1039
 DS1039  HISTORY     - Date     Condition        Report By
 DS1039  HISTORY     - 1966     MONUMENTED       CGS
 DS1039  HISTORY     - 1980     GOOD             NGS
 DS1039
 DS1039                          STATION DESCRIPTION
 DS1039
 DS1039'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (JWC)
 DS1039'THE STATION IS ABOUT 33 MILES NORTH OF TRUTH OR CONSEQUENCES,
 DS1039'28 MILES SOUTHWEST OF SAN ANTONIO, 9-1/2 MILES WEST OF THE
 DS1039'ATCHISON TOPEKA AND SANTA FE RAILROAD, ON THE NORTHWEST SIDE
 DS1039'OF U.S. HIGHWAY 85.  IT IS 123 FEET EAST OF THE CENTERLINE
 DS1039'OF U.S. HIGHWAY 85, 24 FEET EAST OF A NORTH-SOUTH FENCE AND
 DS1039'1.5 FEET SOUTH OF AN EAST-WEST FENCE
 DS1039'
 DS1039'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION BOW,
 DS1039'DISTANCE BEING 99.55 FEET 30.344 METERS WEST-SOUTHWEST OF
 DS1039'STATION BOW.  THE MARK IS A STANDARD BUREAU OF LAND MANAGEMENT
 DS1039'STEEL DISK, STAMPED E T SCOTT E W BURRIS BOU-LM 29-208 1954,
 DS1039'FASTENED TO THE TOP OF A 1 INCH IN DIAMETER GALVANIZED PIPE
 DS1039'WHICH HAS BEEN REINFORCED WITH CONCRETE AND PROJECTS 12
 DS1039'INCHES ABOVE THE GROUND.
 DS1039
 DS1039                          STATION RECOVERY (1980)
 DS1039
 DS1039'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DS1039'47.4 KM SW FROM SAN ANTONIO.
 DS1039'0.2 KILOMETER (0.1 MILE) EAST ALONG U.S. HIGHWAY 380 FROM THE POST
 DS1039'OFFICE IN SAN ANTONIO, THENCE 47.2 KILOMETERS (29.3 MILES) SOUTH
 DS1039'ALONG STATE HIGHWAY 1, 0.6 KILOMETER (0.4 MILE) NORTHEAST OF A GRAVEL
 DS1039'ROAD LEADING SOUTHEAST, 37.6 METERS (123.5 FEET) SOUTHEAST OF THE
 DS1039'CENTER LINE OF THE HIGHWAY, 37.6 METERS (123.4 FEET) SOUTHWEST OF
 DS1039'RM 1, 30.3 METERS (99.6 FEET) WEST OF THE STATION MARK AND 7.2 METERS
 DS1039'(23.5 FEET) SOUTHEAST OF A FENCE.
 DS1039'THE MARK IS 30.5 METERS  W FROM A WITNESS POST.
 DS1039'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ1051 ***********************************************************************
 EQ1051  DESIGNATION -  LOAF
 EQ1051  PID         -  EQ1051
 EQ1051  STATE/COUNTY-  NM/CATRON
 EQ1051  USGS QUAD   -  CROSBY SPRINGS (1964)
 EQ1051
 EQ1051                         *CURRENT SURVEY CONTROL
 EQ1051  ___________________________________________________________________
 EQ1051* NAD 83(1992)-  34 09 23.66537(N)    107 54 12.31521(W)     ADJUSTED  
 EQ1051* NAVD 88     -      2655.1    (meters)    8711.     (feet)  VERTCON   
 EQ1051  ___________________________________________________________________
 EQ1051  LAPLACE CORR-          -2.06  (seconds)                    DEFLEC99
 EQ1051  GEOID HEIGHT-         -21.29  (meters)                     GEOID03
 EQ1051
 EQ1051  HORZ ORDER  -  FIRST
 EQ1051
 EQ1051.The horizontal coordinates were established by classical geodetic methods
 EQ1051.and adjusted by the National Geodetic Survey in December 1993..
 EQ1051
 EQ1051.The NAVD 88 height was computed by applying the VERTCON shift value to
 EQ1051.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EQ1051
 EQ1051.The Laplace correction was computed from DEFLEC99 derived deflections.
 EQ1051
 EQ1051.The geoid height was determined by GEOID03.
 EQ1051
 EQ1051;                    North         East     Units Scale Factor Converg.
 EQ1051;SPC NM W     -   350,027.918   823,537.418   MT  0.99991718   -0 02 21.7
 EQ1051;SPC NM W     - 1,148,383.26  2,701,889.01   sFT  0.99991718   -0 02 21.7
 EQ1051;UTM  13      - 3,783,326.584   232,325.651   MT  1.00048331   -1 37 52.0
 EQ1051
 EQ1051!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EQ1051!SPC NM W     -   0.99958672  x   0.99991718  =   0.99950393
 EQ1051!UTM  13      -   0.99958672  x   1.00048331  =   1.00006983
 EQ1051
 EQ1051:                Primary Azimuth Mark                     Grid Az
 EQ1051:SPC NM W     -  MADRE MOUNTAIN PEAK                      004 31 41.1
 EQ1051:UTM  13      -  MADRE MOUNTAIN PEAK                      006 07 11.4
 EQ1051
 EQ1051|---------------------------------------------------------------------|
 EQ1051| PID    Reference Object                     Distance      Geod. Az  |
 EQ1051|                                                           dddmmss.s |
 EQ1051| EQ1053 MADRE MOUNTAIN PEAK                 APPROX.15.7 KM 0042919.4 |
 EQ1051| EQ1047 AUGUSTINE WINDMILL                  APPROX.22.0 KM 1114658.3 |
 EQ1051| CD3117 LOAF RM 1                             4.981 METERS 12014     |
 EQ1051| CD3116 LOAF AZ MK                                         1244955.8 |
 EQ1051| CD3118 LOAF RM 2                            28.799 METERS 21952     |
 EQ1051|---------------------------------------------------------------------|
 EQ1051
 EQ1051                          SUPERSEDED SURVEY CONTROL
 EQ1051
 EQ1051  NAD 83(1986)-  34 09 23.66847(N)    107 54 12.31949(W) AD(       ) 1
 EQ1051  NAD 27      -  34 09 23.46016(N)    107 54 10.11894(W) AD(       ) 1
 EQ1051  NGVD 29 (07/19/86) 2654.1    (m)         8708.     (f) VERT ANG       
 EQ1051
 EQ1051.Superseded values are not recommended for survey control.
 EQ1051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ1051.See file dsdata.txt to determine how the superseded data were derived.
 EQ1051
 EQ1051_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBT3232683327(NAD 83)
 EQ1051_MARKER: DS = TRIANGULATION STATION DISK
 EQ1051_SETTING: 66 = SET IN ROCK OUTCROP
 EQ1051_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EQ1051
 EQ1051  HISTORY     - Date     Condition        Report By
 EQ1051  HISTORY     - 1945     MONUMENTED       CGS
 EQ1051  HISTORY     - 1948     GOOD             CGS
 EQ1051  HISTORY     - 1964     GOOD             USGS
 EQ1051
 EQ1051                          STATION DESCRIPTION
 EQ1051
 EQ1051'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (RAM)
 EQ1051'STATION IS LOCATED ON THE NE END OF A PROMINENT RIDGE-TOPPED
 EQ1051'MOUNTAIN ABOUT 5 MILES (AIR LINE) E OF THE CROSBY RANGE.  IT
 EQ1051'IS 1-1/2 MILES (AIR LINE) SSW OF THE BALDWIN RANGER STATION,
 EQ1051'16 MILES (AIR LINE) SE OF PIE TOWN, AND IS IN THE CIBOLA NATIONAL
 EQ1051'FOREST.  IT IS ABOUT 4 MILES (AIR LINE) WNW OF DATIL.
 EQ1051'
 EQ1051'TO REACH THE STATION FROM DATIL, FOLLOW STATE HIGHWAY 12 FROM
 EQ1051'DATIL POST OFFICE FOR 1.4 MILES TO THE AZIMUTH MARK ON THE NW
 EQ1051'SIDE OF THE HIGHWAY.  CONTINUE ON STATE HIGHWAY 12 FOR 0.45
 EQ1051'MILE AND THEN TURN RIGHT AT ROAD SIGN CROSBY SPR RANCH 4 HARVEY
 EQ1051'SAWMILL 2 ANDERSON RANCH 1.  FOLLOW THIS ROAD FOR 1.3 MILES TO
 EQ1051'THE ANDERSON RANCH, HERE PASS THROUGH GATE AND CONTINUE ON ROAD
 EQ1051'FOR 1.2 MILES TO THE HARVEY SAWMILL.  FOLLOW THE ROAD AROUND
 EQ1051'THE W SIDE OF THE MILL AND, BEARING RIGHT ACROSS THE WASH, GO
 EQ1051'0.2 MILE TO A FORK.  TAKE THE RIGHT FORK, FOLLOWING THE MAIN
 EQ1051'TRAVELED ROAD AROUND TO N SIDE OF THE MOUNTAIN, FOR 1.4
 EQ1051'MILES TO THE END OF TRUCK TRAVEL WHERE THE FOREST SERVICE
 EQ1051'TELEPHONE LINE GOES UP THE MOUNTAIN.  PACK UP THE TELEPHONE
 EQ1051'LINE TO THE TOP OF THE MOUNTAIN AND STATION.
 EQ1051'
 EQ1051'STATION MARK IS A BRONZE STATION DISK STAMPED LOAF 1945 AND
 EQ1051'IS SET IN OUTCROPPING BEDROCK.  DISK PROJECTS 12 INCHES ABOVE
 EQ1051'THE SURROUNDING SURFACE.  IT IS 75 FEET NE OF THE HIGHEST
 EQ1051'POINT OF THE MOUNTAIN AND 15 FEET W OF FOREST SERVICE TELEPHONE.
 EQ1051'
 EQ1051'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK STAMPED LOAF NO
 EQ1051'1 1945, IS SET IN OUTCROPPING BEDROCK, PROJECTS 18 INCHES
 EQ1051'ABOVE THE SURROUNDING SURFACE, AND IS AT ABOUT THE SAME LEVEL
 EQ1051'AS THE STATION.  IT IS LOCATED SE OF THE STATION.
 EQ1051'
 EQ1051'REFERENCE MARK 2 IS A U.S. FOREST SERVICE DISK STAMPED FIRE
 EQ1051'CONTROL STA NO 13 AUG 8 1938.  IT IS SET IN A LARGE BOULDER,
 EQ1051'PROJECTS 5 FEET ABOVE THE SURROUNDING SURFACE, AND IS ABOUT A
 EQ1051'FOOT HIGHER THAN THE STATION.  IT IS LOCATED SW OF THE STATION.
 EQ1051'
 EQ1051'AZIMUTH MARK IS A BRONZE BENCH-MARK DISK STAMPED X 40 1934
 EQ1051'AND IS SET IN A SQUARE CONCRETE POST PROJECTING 5 INCHES ABOVE
 EQ1051'THE SURROUNDING SURFACE.  IT IS LOCATED 64 FEET NW OF THE CENTER
 EQ1051'OF STATE HIGHWAY 12, 4 FEET SSW OF A WHITE WITNESS POST, 1
 EQ1051'FOOT SE OF FENCE, AND 3 MILES SE OF THE STATION.
 EQ1051
 EQ1051                          STATION RECOVERY (1948)
 EQ1051
 EQ1051'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (DHK)
 EQ1051'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 EQ1051'CONDITION.  STATION WAS OBSERVED ON BUT NOT OCCUPIED IN 1948.
 EQ1051'
 EQ1051'STATION IS LOCATED ON THE NE END OF A PROMINENT RIDGE-TOPPED
 EQ1051'MOUNTAIN ABOUT 5 MILES (AIR LINE) E OF THE CROSBY RANGE.  IT
 EQ1051'IS 1-1/2 MILES (AIR LINE) SSW OF THE BALDWIN RANGER STATION, 16
 EQ1051'MILES (AIR LINE) SE OF PIE TOWN, AND IS IN THE CIBOLA NATIONAL
 EQ1051'FOREST.  IT IS ABOUT 4 MILES (AIR LINE) WNW OF DATIL.
 EQ1051'
 EQ1051'TO REACH THE STATION FROM DATIL, FOLLOW STATE HIGHWAY 12 FROM
 EQ1051'DATIL POST OFFICE FOR 1.4 MILES TO THE AZIMUTH MARK ON THE NW
 EQ1051'SIDE OF THE HIGHWAY.  CONTINUE ON STATE HIGHWAY 12 FOR 0.45
 EQ1051'MILE AND THEN TURN RIGHT AT ROAD SIGN CROSBY SPR RANCH 4 HARVEY
 EQ1051'SAWMILL 2 ANDERSON RANCH 1.  FOLLOW THIS ROAD FOR 1.3 MILES
 EQ1051'TO THE ANDERSON RANCH, HERE PASS THROUGH GATE AND CONTINUE ON
 EQ1051'ROAD FOR 1.2 MILES TO THE HARVEY SAWMILL.  FOLLOW THE ROAD AROUND
 EQ1051'THE W SIDE OF THE MILL AND, BEARING RIGHT ACROSS THE WASH,
 EQ1051'GO 0.2 MILE TO A FORK.  TAKE THE RIGHT FORK, FOLLOWING THE
 EQ1051'MAIN TRAVELED ROAD AROUND TO N SIDE OF THE MOUNTAIN, FOR
 EQ1051'1.4 MILES TO THE END OF TRUCK TRAVEL WHERE THE FOREST
 EQ1051'SERVICE TELEPHONE LINE GOES UP THE MOUNTAIN.  PACK UP THE
 EQ1051'TELEPHONE LINE TO THE TOP OF THE MOUNTAIN AND STATION.
 EQ1051'
 EQ1051'STATION MARK IS A BRONZE STATION DISK STAMPED LOAF 1945 AND
 EQ1051'IS SET IN OUTCROPPING BEDROCK.  DISK PROJECTS 12 INCHES ABOVE THE
 EQ1051'SURROUNDING SURFACE.  IT IS 75 FEET NE OF THE HIGHEST POINT
 EQ1051'OF THE MOUNTAIN AND 15 FEET W OF FOREST SERVICE TELEPHONE.
 EQ1051'
 EQ1051'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK STAMPED LOAF NO
 EQ1051'1 1945, IS SET IN OUTCROPPING BEDROCK, PROJECTS 18 INCHES ABOVE
 EQ1051'THE SURROUNDING SURFACE, AND IS AT ABOUT THE SAME LEVEL AS
 EQ1051'THE STATION.  IT IS LOCATED SE OF THE STATION.
 EQ1051'
 EQ1051'REFERENCE MARK 2 IS A U.S. FOREST SERVICE DISK STAMPED FIRE
 EQ1051'CONTROL STA NO 13 AUG 8 1938.  IT IS SET IN A LARGE BOULDER,
 EQ1051'PROJECTS 5 FEET ABOVE THE SURROUNDING SURFACE, AND IS ABOUT A
 EQ1051'FOOT HIGHER THAN THE STATION.  IT IS LOCATED SW OF THE
 EQ1051'STATION.
 EQ1051'
 EQ1051'AZIMUTH MARK IS A BRONZE BENCH MARK DISK STAMPED X 40 1934 AND
 EQ1051'IS SET IN A SQUARE CONCRETE POST PROJECTING 5 INCHES ABOVE
 EQ1051'THE SURROUNDING SURFACE.  IT IS LOCATED 64 FEET NW OF THE CENTER
 EQ1051'OF STATE HIGHWAY 12, 4 FEET SSW OF A WHITE WITNESS POST, 1
 EQ1051'FOOT SE OF FENCE, AND 3 MILES SE OF THE STATION.
 EQ1051'
 EQ1051'ALL OF THE ABOVE ARE 1945 OBSERVATIONS AS THE STATION WAS NOT
 EQ1051'OCCUPIED IN 1948.
 EQ1051
 EQ1051                          STATION RECOVERY (1964)
 EQ1051
 EQ1051'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 EQ1051'RECOVERED BY USGS IN 1964.
 EQ1051'
 EQ1051'STATION MARK--BRONZE USC AND GS DISK, STAMPED---LOAF 1945---, SET
 EQ1051'IN OUTCROPPING BEDROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0803 ***********************************************************************
 CW0803  DESIGNATION -  LOAF
 CW0803  PID         -  CW0803
 CW0803  STATE/COUNTY-  NM/OTERO
 CW0803  USGS QUAD   -  LA PALOMA CANYON (1979)
 CW0803
 CW0803                         *CURRENT SURVEY CONTROL
 CW0803  ___________________________________________________________________
 CW0803* NAD 83(1992)-  32 08 03.35876(N)    104 57 18.65336(W)     ADJUSTED  
 CW0803* NAVD 88     -      1802.     (meters)    5912.     (feet)  SCALED    
 CW0803  ___________________________________________________________________
 CW0803  LAPLACE CORR-           3.15  (seconds)                    DEFLEC99
 CW0803  GEOID HEIGHT-         -22.23  (meters)                     GEOID03
 CW0803
 CW0803  HORZ ORDER  -  FIRST
 CW0803
 CW0803.The horizontal coordinates were established by classical geodetic methods
 CW0803.and adjusted by the National Geodetic Survey in December 1993..
 CW0803
 CW0803.The orthometric height was scaled from a topographic map.
 CW0803
 CW0803.The Laplace correction was computed from DEFLEC99 derived deflections.
 CW0803
 CW0803.The geoid height was determined by GEOID03.
 CW0803
 CW0803;                    North         East     Units Scale Factor Converg.
 CW0803;SPC NM C     -   126,488.373   622,165.169   MT  1.00008399   +0 41 19.7
 CW0803;SPC NM C     -   414,987.27  2,041,220.23   sFT  1.00008399   +0 41 19.7
 CW0803;SPC NM E     -   125,924.552   106,330.234   MT  0.99995153   -0 19 50.8
 CW0803;SPC NM E     -   413,137.47    348,851.78   sFT  0.99995153   -0 19 50.8
 CW0803;UTM  13      - 3,555,319.139   504,227.167   MT  0.99960022   +0 01 25.8
 CW0803
 CW0803!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CW0803!SPC NM C     -   0.99972068  x   1.00008399  =   0.99980465
 CW0803!SPC NM E     -   0.99972068  x   0.99995153  =   0.99967222
 CW0803!UTM  13      -   0.99972068  x   0.99960022  =   0.99932101
 CW0803
 CW0803|---------------------------------------------------------------------|
 CW0803| PID    Reference Object                     Distance      Geod. Az  |
 CW0803|                                                           dddmmss.s |
 CW0803| CH8892 LOAF RM 1                            18.010 METERS 07818     |
 CW0803| CH8891 LOAF AZ MK                                         1093417.0 |
 CW0803| CH8893 LOAF RM 2                            19.443 METERS 16024     |
 CW0803|---------------------------------------------------------------------|
 CW0803
 CW0803                          SUPERSEDED SURVEY CONTROL
 CW0803
 CW0803  NAD 83(1986)-  32 08 03.36073(N)    104 57 18.65216(W) AD(       ) 1
 CW0803  NAD 27      -  32 08 02.96600(N)    104 57 16.82100(W) AD(       ) 1
 CW0803
 CW0803.Superseded values are not recommended for survey control.
 CW0803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0803.See file dsdata.txt to determine how the superseded data were derived.
 CW0803
 CW0803_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SER0422755319(NAD 83)
 CW0803_MARKER: DD = SURVEY DISK
 CW0803_SETTING: 66 = SET IN ROCK OUTCROP
 CW0803_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CW0803+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2006
 CW0803
 CW0803  HISTORY     - Date     Condition        Report By
 CW0803  HISTORY     - 1943     MONUMENTED       CGS
 CW0803  HISTORY     - 20060601 GOOD             INDIV
 CW0803
 CW0803                          STATION DESCRIPTION
 CW0803
 CW0803'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (EHB)
 CW0803'STATION IS LOCATED 46 MILES WSW OF CARLSBAD, 10 MILES N
 CW0803'OF THE TEXAS-NEW MEXICO STATE LINE ON THE HIGHEST PART OF
 CW0803'A BARREN, LOAF-SHAPED HILL, ON THE RANGE OF HILLS W OF DOG
 CW0803'CANYON.  NEAR THE TOWNSHIP LINE OF T. 25 S., RS. 19 AND 20
 CW0803'E., SECS. 12 AND 138 7 AND 18.
 CW0803'
 CW0803'STATION IS A BRONZE STATION DISK CEMENTED IN A DRILL HOLE
 CW0803'IN OUTCROPPING BEDROCK.  SET FLUSH WITH THE GROUND AT ABOUT
 CW0803'THE CENTER OF HILL AND HIGHEST POINT.  STAMPED LOAF 1943.
 CW0803'
 CW0803'REFERENCE MARK 1 IS A BRONZE REFERENCE MARK CEMENTED IN A
 CW0803'DRILL HOLE IN OUTCROPPING BEDROCK SET FLUSH WITH THE GROUND,
 CW0803'2.5 FEET LOWER THAN THE STATION.  STAMPED LOAF NO 1 1943.
 CW0803'
 CW0803'REFERENCE MARK 2 IS A BRONZE REFERENCE MARK CEMENTED IN A
 CW0803'DRILL HOLE IN OUTCROPPING BEDROCK SET FLUSH WITH THE GROUND
 CW0803'AND 1.0 FOOT LOWER THAN THE STATION.  STAMPED LOAF NO 2 1943.
 CW0803'
 CW0803'AZIMUTH MARK IS A BRONZE AZIMUTH DISK CEMENTED IN A DRILL
 CW0803'HOLE IN OUTCROPPING BEDROCK SET FLUSH WITH THE GROUND.  IT IS
 CW0803'ON THE POINT OF FIRST RIDGE ESE OF STATION, ABOUT 1/4 MILE
 CW0803'DISTANT.  STAMPED LOAF 1943.
 CW0803'
 CW0803'TO REACH FROM CARLSBAD, GO N ON U.S. HIGHWAY FOR 12 MILES
 CW0803'TO A SERVICE STATION ON THE LEFT, AND SIGN EL PASO GAP.  HERE
 CW0803'TURN LEFT ON EL PASO GAP ROAD AND FOLLOW MAIN-TRAVELED ROAD FOR
 CW0803'45.5 MILES TO SIGNS READING PRUDE RANCH, PANAMA RANCH AND
 CW0803'OTHERS.  CONTINUE LEFT AND S ON MAIN-TRAVELED ROAD FOR 6.0
 CW0803'MILES TO A ROAD LEADING RIGHT AT A POINT WHERE THE MAIN ROAD
 CW0803'COMES THROUGH A CANYON AND MAKES A TURN LEFT OR S.  HERE TURN
 CW0803'RIGHT (W) AND KEEP MAIN-TRAVELED ROAD FOR 7.2 MILES TO A FORK,
 CW0803'TAKE LEFT FORK FOR 2.0 MILES TO THE HEPLER RANCH AND LARGE
 CW0803'DIRT TANK.  GO THROUGH GATE ON E BANK OF THE LARGE DIRT TANK
 CW0803'AND CONTINUE S ALONG THE FENCELINE FOR 0.7 MILE TO A GATE
 CW0803'AND FORK JUST AFTER CROSSING A WASH.  HERE TAKE RIGHT FORK
 CW0803'PASSING THROUGH GATE AND KEEPING MAIN-TRAVELED ROAD W AND
 CW0803'S FOR 2.7 MILES TO A DIM ROAD COMING IN FROM THE RIGHT
 CW0803'AROUND POINT OF RIDGE, JUST BEFORE COMING TO ANOTHER RANCH
 CW0803'HOUSE.  TAKE RIGH FORK AT POINT OF RIDGE AND CONITNUE W UP
 CW0803'DRAW FOR 1.9 MILES TO A SMALL SUMMIT.  HERE TURN LEFT UP
 CW0803'SMALL DRAW TO TOP OF RIDGE, THENCE RIGHT NW DOWN DRAW 0.5
 CW0803'MILE TO A LARGE DIRT TANK.  AZIMUTH MARK IS 200 YARDS
 CW0803'SW OF THIS TANK.  FROM TANK BEAR LEFT UP SMALL DRAW FOR 0.2
 CW0803'MILE.  THENCE BEAR RIGHT UP SLOPE TO TOP AND STATION 0.2
 CW0803'MILE.
 CW0803
 CW0803                          STATION RECOVERY (2006)
 CW0803
 CW0803'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (TAR)
 CW0803'RECOVERED AS LISTED WITH REVISION.  FROM HWY 285, LEFT(W)ON HWY137 TO
 CW0803'EL PASO GAP, THEN ON GRAVEL ROAD. LOCATED IN CENTER OF N HALF OF
 CW0803'SEC13.  THERE IS A 4X4 IN. WOOD POST ABOUT 3 FT NE OF THE AZIMUTH
 CW0803'MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0448 ***********************************************************************
 GN0448  DESIGNATION -  LOBATO
 GN0448  PID         -  GN0448
 GN0448  STATE/COUNTY-  NM/RIO ARRIBA
 GN0448  USGS QUAD   -  ABIQUIU (1995)
 GN0448
 GN0448                         *CURRENT SURVEY CONTROL
 GN0448  ___________________________________________________________________
 GN0448* NAD 83(1992)-  36 08 17.36771(N)    106 18 07.12196(W)     ADJUSTED  
 GN0448* NAVD 88     -      2549.3    (meters)    8364.     (feet)  VERTCON   
 GN0448  ___________________________________________________________________
 GN0448  LAPLACE CORR-          -4.88  (seconds)                    DEFLEC99
 GN0448  GEOID HEIGHT-         -18.88  (meters)                     GEOID03
 GN0448
 GN0448  HORZ ORDER  -  FIRST
 GN0448
 GN0448.The horizontal coordinates were established by classical geodetic methods
 GN0448.and adjusted by the National Geodetic Survey in December 1993..
 GN0448
 GN0448.The NAVD 88 height was computed by applying the VERTCON shift value to
 GN0448.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GN0448
 GN0448.The Laplace correction was computed from DEFLEC99 derived deflections.
 GN0448
 GN0448.The geoid height was determined by GEOID03.
 GN0448
 GN0448;                    North         East     Units Scale Factor Converg.
 GN0448;SPC NM C     -   569,842.625   495,322.098   MT  0.99990027   -0 01 50.4
 GN0448;SPC NM C     - 1,869,558.68  1,625,069.25   sFT  0.99990027   -0 01 50.4
 GN0448;UTM  13      - 4,000,057.329   382,857.708   MT  0.99976908   -0 46 04.5
 GN0448
 GN0448!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GN0448!SPC NM C     -   0.99960301  x   0.99990027  =   0.99950332
 GN0448!UTM  13      -   0.99960301  x   0.99976908  =   0.99937218
 GN0448
 GN0448|---------------------------------------------------------------------|
 GN0448| PID    Reference Object                     Distance      Geod. Az  |
 GN0448|                                                           dddmmss.s |
 GN0448| CD4499 LOBATO RM 1                          13.803 METERS 02746     |
 GN0448| CD4500 LOBATO RM 2                           9.379 METERS 17616     |
 GN0448| GN0449 CITOVAL                             APPROX. 3.6 KM 2664429.5 |
 GN0448|---------------------------------------------------------------------|
 GN0448
 GN0448                          SUPERSEDED SURVEY CONTROL
 GN0448
 GN0448  NAD 83(1986)-  36 08 17.37142(N)    106 18 07.12684(W) AD(       ) 1
 GN0448  NAD 27      -  36 08 17.30170(N)    106 18 05.02700(W) AD(       ) 1
 GN0448  NGVD 29 (09/14/90) 2548.2    (m)         8360.     (f) VERT ANG       
 GN0448
 GN0448.Superseded values are not recommended for survey control.
 GN0448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0448.See file dsdata.txt to determine how the superseded data were derived.
 GN0448
 GN0448_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCA8285800057(NAD 83)
 GN0448_MARKER: DS = TRIANGULATION STATION DISK
 GN0448_SETTING: 80 = SET IN A BOULDER
 GN0448_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 GN0448_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GN0448
 GN0448  HISTORY     - Date     Condition        Report By
 GN0448  HISTORY     - 1945     MONUMENTED       CGS
 GN0448  HISTORY     - 1952     GOOD             USGS
 GN0448  HISTORY     - 1954     SEE DESCRIPTION  CGS
 GN0448
 GN0448                          STATION DESCRIPTION
 GN0448
 GN0448'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (CAE)
 GN0448'THE STATION IS LOCATED ON THE N END OF THE HIGHEST TIMBERED
 GN0448'RIDGE IN THE VICINITY E OF ABIQUIU CREEK.  IN APPROXIMATE
 GN0448'AIRLINE DISTANCES THE STATION IS LOCATED 18 MILES ESE OF COYOTE,
 GN0448'18 MILES SW OF OJO CALIENTE, 15 MILES NW OF ESPANOLA, AND
 GN0448'6 MILES S OF ABIQUIU.
 GN0448'
 GN0448'TO REACH THE STATION FROM THE ABIQUIU POST OFFICE, TAKE THE
 GN0448'RIGHT FORK ABOUT 40 YARDS SE AND GO S ABOUT 100 YARDS, THENCE
 GN0448'W ABOUT 100 YARDS TO A WOODEN CROSS MONUMENT, THENCE SW ABOUT
 GN0448'100 YARDS, THENCE S ON DIRT ROAD ALONG THE E EDGE OF THE
 GN0448'CANYON FORMED BY ABIQUIU CREEK TO A POINT 0.35 MILE FROM
 GN0448'THE POST OFFICE.  TAKE THE RIGHT FORK ON THE MAIN TRAVELED
 GN0448'ROAD DOWN INTO THE CANYON AND THEN UP THE W SIDE OF THE CANYON,
 GN0448'GOING FOR 2.55 MILES TO WHERE THE ROAD CROSSES THE CREEK.
 GN0448'CONTINUE ON THIS MAIN TRAVELED ROAD CROSSING THE CREEK AGAIN
 GN0448'AND GOING FOR 0.75 MILE TO A FORK JUST BEFORE THE MAIN
 GN0448'TRAVELED ROAD CROSSES THE CREEK AND CLIMBS OUT OF THE CANYON.
 GN0448'TAKE THE LEFT FORK WHICH IS THE MAIN TRAVELED ROAD AND
 GN0448'CLIMB OUT OF THE CANYON AND THEN GO ALONG THE FLAT PLATEAU
 GN0448'FOLLOWING THIS ROAD FOR 2.9 MILES TO A FORK.  THIS FORK
 GN0448'IS ABOUT 0.15 MILE BEFORE THE MAIN TRAVELED ROAD REACHES
 GN0448'STATION CITOVAL, WHICH WAS USED AS THE AZIMUTH MARK FOR
 GN0448'STATION LOBATO.  TAKE THE LEFT FORK HERE, LEAVING THE MAIN
 GN0448'TRAVELED ROAD, AND FOLLOW THE TRACK ROAD FOR 0.7 MILE TO
 GN0448'WHERE IT CROSSES A WASH.  CROSS THE WASH AND GO 1.0 MILE TO A
 GN0448'FORK, TAKING ALL THE LEFT FORKS TO THAT POINT.  TAKE THE
 GN0448'RIGHT FORK HERE AND FOLLOW AN OLD ROAD WHICH MEANDERS
 GN0448'THROUGH THE WOODS, GOING FOR 0.7 MILE TO A GATE.  PASS
 GN0448'THROUGH THE GATE AND CONTINUE TO FOLLOW THE OLD ROAD IN
 GN0448'AN E DIRECTION, GOING FOR 0.9 MILE TO WHERE THE ROAD
 GN0448'CROSSES THE RIDGE.  TURN RIGHT HERE, AND PICKING YOUR
 GN0448'WAY UP THE RIDGE THROUGH THE TREES, GO FOR 0.7 MILE TO
 GN0448'THE N EDGE OF THE TOP OF THE RIDGE, THE END OF TRUCK TRAVEL,
 GN0448'AND THE STATION.  FROM STATION CITOVAL THE STATION IS VISIBLE ON
 GN0448'THE N EDGE OR END OF THE RIDGE ON THE SKYLINE ABOUT DUE E.
 GN0448'
 GN0448'THE STATION MARK IS A BRONZE STATION DISK STAMPED LOBATO
 GN0448'1945 AND SET IN A BOULDER.  IT IS 1 INCH ABOVE THE SURROUNDING
 GN0448'SURFACE.  IT IS LOCATED 38 FEET ENE OF A TRIANGULAR-BLAZED
 GN0448'PINE TREE WHICH IS LOCATED ON THE APPROXIMATE HIGHEST POINT
 GN0448'OF THE VICINITY.
 GN0448'
 GN0448'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK STAMPED LOBATO
 GN0448'NO 1 1945, SET IN A BOULDER WHICH PROJECTS 6 INCHES ABOVE THE
 GN0448'SURROUNDING SURFACE, AND IS ABOUT 1 FOOT BELOW THE STATION.
 GN0448'IT IS LOCATED NNE OF THE STATION.
 GN0448'
 GN0448'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK STAMPED LOBATO
 GN0448'NO 2 1945, SET IN A BOULDER WHICH PROJECTS 1 FOOT ABOVE THE
 GN0448'SURROUNDING SURFACE, AND IS ABOUT 1/2 FOOT HIGHER THAN THE
 GN0448'STATION.  IT IS LOCATED SSE OF THE STATION.
 GN0448'
 GN0448'THE AZIMUTH MARK IS STATION CITOVAL.
 GN0448
 GN0448                          STATION RECOVERY (1952)
 GN0448
 GN0448'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1952
 GN0448'DESCRIPTION AND POSITION LISTED IN NGS QUAD 36106-2, STATION 1014.
 GN0448
 GN0448                          STATION RECOVERY (1954)
 GN0448
 GN0448'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (WRH)
 GN0448'THE STATION WAS RECOVERED AND ALL MARKS FOUND TO BE IN GOOD
 GN0448'CONDITION.  A COMPLETE DESCRIPTION FOLLOWS.
 GN0448'
 GN0448'THE STATION IS LOCATED ON THE NORTH END AND HIGHEST POINT OF
 GN0448'A HEAVILY TIMBERED NORTH-SOUTH RIDGE.  IT IS ABOUT 5 MILES
 GN0448'AIRLINE SOUTH-SOUTHEAST OF ABIQUIU AND 16 MILES AIRLINE
 GN0448'NORTHWEST OF ESPANOLA.
 GN0448'
 GN0448'TO REACH FROM THE SOUTH SIDE OF THE CHURCH IN ABIQUIU, GO
 GN0448'SOUTHERLY ON DIRT ROAD ALONG EAST RIM OF CANYON FOR 0.35
 GN0448'MILE TO A FORK.  TAKE RIGHT FORK, WHICH DROPS INTO CANYON,
 GN0448'AND GO 3.6 MILES TO A POINT WHERE THE ROAD MAKES A U-TURN
 GN0448'LEFT ACROSS A SMALL WOODEN BRIDGE.  CONTINUE ON THE MAIN ROAD,
 GN0448'CLIMBING OUT OF THE CANYON, FOR 3.1 MILES TO A FORK.  STATION
 GN0448'CITOVAL 1945, WHICH IS USED AS THE AZIMUTH MARK, IS 0.2 MILE
 GN0448'BEYOND THIS POINT ON THE RIGHT FORK.  TAKE THE LEFT FORK AND
 GN0448'GO EASTERLY FOR 1.3 MILES TO A FORK AT A SMALL WASH.  TAKE
 GN0448'THE LEFT FORK AND GO 0.5 MILE TO A DIM FORK.  GO RIGHT ON
 GN0448'DIM TRACK ROAD FOR 0.4 MILE TO A FORK.  GO RIGHT 0.05 MILE.
 GN0448'TURN SHARP RIGHT ON A DIM SIDE ROAD AND GO 0.3 MILE TO A
 GN0448'WIRE GATE.  PASS THROUGH THE GATE AND CONTINUE EASTERLY ON
 GN0448'DIM TRACK ROAD FOR 0.7 MILE TO TOP OF RIDGE.  FROM HERE
 GN0448'GO SOUTHERLY AND THEN WESTERLY ON DIM TRACK ROAD WHICH WINDS
 GN0448'THROUGH HEAVY TIMBER FOR 1.2 MILES TO THE HIGHEST POINT OF
 GN0448'THE RIDGE AND THE STATION.
 GN0448'
 GN0448'THE STATION MARK IS A STANDARD DISK STAMPED LOBATO 1945,
 GN0448'CEMENTED IN A DRILL HOLE IN A LARGE BOULDER FLUSH WITH THE
 GN0448'GROUND.  IT IS 5.7 FEET NORTHEAST OF A WITNESS POST AND 38
 GN0448'FEET EAST-NORTHEAST OF A TRIANGULAR BLAZED PINE TREE.
 GN0448'
 GN0448'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED LOBATO
 GN0448'NO 1 1945, CEMENTED IN A DRILL HOLE IN A 2-FOOT-DIAMETER
 GN0448'BOULDER THAT PROJECTS 4 INCHES.  IT IS ABOUT 1 FOOT LOWER
 GN0448'THAN THE STATION.
 GN0448'
 GN0448'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED LOBATO
 GN0448'NO 2 1945, CEMENTED IN A DRILL HOLE IN A 3-FOOT-DIAMETER
 GN0448'BOULDER THAT PROJECTS 4 INCHES.  IT IS ABOUT 6 INCHES HIGHER
 GN0448'THAN THE STATION.
 GN0448'
 GN0448'STATION CITOVAL 1945 WILL SERVE AS THE AZIMUTH MARK.  IT IS
 GN0448'LOCATED ON A LOW GRASSY KNOLL, 144 FEET WEST OF THE CENTER
 GN0448'LINE OF A TRACK ROAD AND 2 FEET WEST OF A WITNESS POST.  THE
 GN0448'MARK IS A STANDARD DISK STAMPED CITOVAL 1945, CEMENTED IN
 GN0448'A DRILL HOLE IN A 6 X 10-INCH BOULDER THAT PROJECTS 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EO0694 ***********************************************************************
 EO0694  DESIGNATION -  LOBO
 EO0694  PID         -  EO0694
 EO0694  STATE/COUNTY-  NM/QUAY
 EO0694  USGS QUAD   -  MESA REDONDA (1971)
 EO0694
 EO0694                         *CURRENT SURVEY CONTROL
 EO0694  ___________________________________________________________________
 EO0694* NAD 83(1992)-  34 58 05.70932(N)    103 38 10.43965(W)     ADJUSTED  
 EO0694* NAVD 88     -      1540.4    (meters)    5054.     (feet)  VERTCON   
 EO0694  ___________________________________________________________________
 EO0694  LAPLACE CORR-          -2.55  (seconds)                    DEFLEC99
 EO0694  GEOID HEIGHT-         -23.47  (meters)                     GEOID03
 EO0694
 EO0694  HORZ ORDER  -  SECOND
 EO0694
 EO0694.The horizontal coordinates were established by classical geodetic methods
 EO0694.and adjusted by the National Geodetic Survey in December 1993..
 EO0694
 EO0694.The NAVD 88 height was computed by applying the VERTCON shift value to
 EO0694.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EO0694
 EO0694.The Laplace correction was computed from DEFLEC99 derived deflections.
 EO0694
 EO0694.The geoid height was determined by GEOID03.
 EO0694
 EO0694;                    North         East     Units Scale Factor Converg.
 EO0694;SPC NM E     -   440,278.447   228,656.317   MT  0.99995902   +0 23 58.3
 EO0694;SPC NM E     - 1,444,480.20    750,183.27   sFT  0.99995902   +0 23 58.3
 EO0694;UTM  13      - 3,870,371.677   624,498.088   MT  0.99979103   +0 46 54.1
 EO0694
 EO0694!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EO0694!SPC NM E     -   0.99976194  x   0.99995902  =   0.99972097
 EO0694!UTM  13      -   0.99976194  x   0.99979103  =   0.99955302
 EO0694
 EO0694:                Primary Azimuth Mark                     Grid Az
 EO0694:SPC NM E     -  LOS ANGELES AMARILLO AWY BN 87           039 59 58.5
 EO0694:UTM  13      -  LOS ANGELES AMARILLO AWY BN 87           039 37 02.7
 EO0694
 EO0694|---------------------------------------------------------------------|
 EO0694| PID    Reference Object                     Distance      Geod. Az  |
 EO0694|                                                           dddmmss.s |
 EO0694| FM0969 LOS ANGELES AMARILLO AWY BN 87      APPROX.31.8 KM 0402356.8 |
 EO0694| CJ7737 LOBO RM 1                            19.471 METERS 05319     |
 EO0694| FM0954 LOS ANGELES AMARILLO AWY BN 88      APPROX.48.9 KM 0581322.6 |
 EO0694| CJ7736 LOBO AZ MK                                         1062530.4 |
 EO0694| CJ7738 LOBO RM 2                            27.627 METERS 16155     |
 EO0694| FM1020 LOS ANGELES AMARILLO AWY BN 84      APPROX.29.7 KM 3174858.9 |
 EO0694| FM1009 AIRWAY BN 87A SE OF TUCUMCARI       APPROX.19.3 KM 3424616.9 |
 EO0694|---------------------------------------------------------------------|
 EO0694
 EO0694                          SUPERSEDED SURVEY CONTROL
 EO0694
 EO0694  NAD 83(1986)-  34 58 05.71414(N)    103 38 10.43092(W) AD(       ) 2
 EO0694  NAD 27      -  34 58 05.49600(N)    103 38 08.57300(W) AD(       ) 2
 EO0694  NGVD 29 (07/19/86) 1539.8    (m)         5052.     (f) VERT ANG       
 EO0694
 EO0694.Superseded values are not recommended for survey control.
 EO0694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EO0694.See file dsdata.txt to determine how the superseded data were derived.
 EO0694
 EO0694_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFU2449870372(NAD 83)
 EO0694_MARKER: DS = TRIANGULATION STATION DISK
 EO0694_SETTING: 80 = SET IN A BOULDER
 EO0694_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 EO0694
 EO0694  HISTORY     - Date     Condition        Report By
 EO0694  HISTORY     - 1935     MONUMENTED       CGS
 EO0694
 EO0694                          STATION DESCRIPTION
 EO0694
 EO0694'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 EO0694'ABOUT 15 MILES SOUTH-SOUTHEAST OF TUCUMCARI, 13 MILES SOUTH OF
 EO0694'THE TUCUMCARI AIRPORT AND U.S. HIGHWAY 66, 1-1/2 MILES WEST OF
 EO0694'A NORTH-SOUTH SECTION-LINE ROAD, IN NE 1/4 SEC. 34, T. 9 S.,
 EO0694'R. 31 E., ON THE MOST EASTERLY SPUR OF REDONDO MESA, ON LAND
 EO0694'OWNED BY H.E. WRIGHT WHO LIVES IN A CABIN ABOUT 3/4 MILE
 EO0694'NORTHWEST OF THE EAST TOE OF THE MESA, 132 YARDS SOUTH OF THE
 EO0694'NORTH END OF THE MOST EASTERLY POINT OF THE MESA, AND 16 YARDS
 EO0694'WEST OF THE EAST EDGE.  A 30-MINUTE PACK, ROUGH AND STEEP, IS
 EO0694'REQUIRED TO REACH THIS STATION.  THE STATION MARK IS A
 EO0694'STANDARD DISK SET IN A BOULDER ACCORDING TO NOTE 4.  THE
 EO0694'REFERENCE MARKS ARE STANDARD DISKS SET IN BEDROCK.
 EO0694'REFERENCE MARK NO. 1 IS IN THE RIM ROCK ON
 EO0694'THE EAST EDGE OF THE MESA, 63.88 FEET FROM STATION
 EO0694'N 53 DEG 19 MIN E, AND NO. 2 IS IN THE RIM ROCK ON THE
 EO0694'EAST EDGE OF THE MESA, 90.64 FEET FROM STATION S 18 DEG 05 MIN E.
 EO0694'THE AZIMUTH MARK, A STANDARD DISK SET IN
 EO0694'CONCRETE, IS IN THE RIGHT-OF-WAY FENCE
 EO0694'ON THE WEST SIDE OF THE SECTION-LINE ROAD, AT A POINT 96 FEET
 EO0694'NORTHEAST OF THE NORTHEAST CORNER OF AN ABANDONED ADOBE
 EO0694'RANCH HOUSE, AND 1.5 MILES FROM STATION S 73 DEG 34 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EP0640 ***********************************************************************
 EP0640  DESIGNATION -  LOBO
 EP0640  PID         -  EP0640
 EP0640  STATE/COUNTY-  NM/TORRANCE
 EP0640  USGS QUAD   -  LOBO HILL (1990)
 EP0640
 EP0640                         *CURRENT SURVEY CONTROL
 EP0640  ___________________________________________________________________
 EP0640* NAD 83(1992)-  34 56 09.50984(N)    105 56 11.00447(W)     ADJUSTED  
 EP0640* NAVD 88     -      1982.6    (meters)    6505.     (feet)  VERTCON   
 EP0640  ___________________________________________________________________
 EP0640  LAPLACE CORR-           0.75  (seconds)                    DEFLEC99
 EP0640  GEOID HEIGHT-         -19.61  (meters)                     GEOID03
 EP0640
 EP0640  HORZ ORDER  -  SECOND
 EP0640
 EP0640.The horizontal coordinates were established by classical geodetic methods
 EP0640.and adjusted by the National Geodetic Survey in December 1993..
 EP0640
 EP0640.The NAVD 88 height was computed by applying the VERTCON shift value to
 EP0640.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EP0640
 EP0640.The Laplace correction was computed from DEFLEC99 derived deflections.
 EP0640
 EP0640.The geoid height was determined by GEOID03.
 EP0640
 EP0640;                    North         East     Units Scale Factor Converg.
 EP0640;SPC NM C     -   436,516.888   528,648.337   MT  0.99991011   +0 10 46.5
 EP0640;SPC NM C     - 1,432,139.16  1,734,407.09   sFT  0.99991011   +0 10 46.5
 EP0640;UTM  13      - 3,866,343.158   414,485.027   MT  0.99969013   -0 32 10.6
 EP0640
 EP0640!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EP0640!SPC NM C     -   0.99969197  x   0.99991011  =   0.99960211
 EP0640!UTM  13      -   0.99969197  x   0.99969013  =   0.99938220
 EP0640
 EP0640:                Primary Azimuth Mark                     Grid Az
 EP0640:SPC NM C     -  3510535005                               014 42 50.9
 EP0640:UTM  13      -  3510535005                               015 25 48.0
 EP0640
 EP0640|---------------------------------------------------------------------|
 EP0640| PID    Reference Object                     Distance      Geod. Az  |
 EP0640|                                                           dddmmss.s |
 EP0640| FN0655 3510535005                          APPROX. 8.0 KM 0145337.4 |
 EP0640| EQ0688 JOHNS                               APPROX.19.5 KM 2912204.5 |
 EP0640|---------------------------------------------------------------------|
 EP0640
 EP0640                          SUPERSEDED SURVEY CONTROL
 EP0640
 EP0640  NAD 83(1986)-  34 56 09.52097(N)    105 56 11.00592(W) AD(       ) 2
 EP0640  NAD 27      -  34 56 09.33083(N)    105 56 08.94179(W) AD(       ) 2
 EP0640  NGVD 29 (07/19/86) 1981.7    (m)         6502.     (f) VERT ANG       
 EP0640
 EP0640.Superseded values are not recommended for survey control.
 EP0640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EP0640.See file dsdata.txt to determine how the superseded data were derived.
 EP0640
 EP0640_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDU1448566343(NAD 83)
 EP0640_MARKER: DD = SURVEY DISK
 EP0640_SETTING: 0 = UNSPECIFIED SETTING
 EP0640
 EP0640  HISTORY     - Date     Condition        Report By
 EP0640  HISTORY     - 1934     MONUMENTED       USGS
 EP0640  HISTORY     - 1959     GOOD             USGS
 EP0640  HISTORY     - 1973     GOOD             NGS
 EP0640
 EP0640                          STATION DESCRIPTION
 EP0640
 EP0640'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 EP0640'STATION IS LOCATED APPROXIMATELY 6 MI. E. AND 3 MI. S. OF THE TOWN OF
 EP0640'MORIARTY, NEW MEXICO.  MORIARTY IS LOCATED ON THE SANTA FE RAILROAD,
 EP0640'MORIARTY IS THE JUNCTION OF THE ALBUQUERQUE, SANTA FE, AND THE SANTA
 EP0640'ROSA CUT-OFF RDS.  LOBO TRIANGULATION STATION (LOBO HILL) IS EASILY
 EP0640'ACCESSABLE BY TAKING MORIARTY-ESTANCIA HIGHWAY AND AT A POINT
 EP0640'APPROXIMATELY 3 MI. S. OF MORIARTY TURN DIRECTLY E., THIS RD. LEADS
 EP0640'DIRECTLY TO LOBO HILL.  LOBO HILL STANDS IN THE FOREGROUND OF A LOW
 EP0640'BARREN RANGE OF HILLS, RISING ABOUT 200 FT. ABOVE THE FLOOR OF THE
 EP0640'VALLEY, AND APPEARING AS A MOUND DEVOID OF VEGETATION.  STATION IS
 EP0640'LOCATED ON TOP OF LOBO HILL.
 EP0640'
 EP0640'STATION MARK--STANDARD TABLET, STAMPED ---LOBO 1934---, AND SET IN
 EP0640'TOP OF A CONCRETE POST, PROJECTING ABOUT 0.5 FT. ABOVE GROUND.
 EP0640'
 EP0640'REFERENCE MARKS--NONE.
 EP0640
 EP0640                          STATION RECOVERY (1973)
 EP0640
 EP0640'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CWW)
 EP0640'THE STATION WAS FOUND AND IS IN GOOD CONDITION.
 EP0640'
 EP0640'A NEW DESCRIPTION FOLLOWS.
 EP0640'
 EP0640'TO REACH FROM THE LONGHORN RANCH, 6 MILES EAST OF MORIARTY, GO
 EP0640'WEST ON OLD U.S. 66 FOR 0.75 MILES TO A FRONTAGE ROAD LEFT.  TURN
 EP0640'LEFT AND GO SOUTH 0.55 MILES TO THE END OF PAVEMENT.  CROSS OVER
 EP0640'CATTLE GUARD AND GO SOUTH 1.05 MILES TO A CATTLE GUARD.  CROSS
 EP0640'OVER AND GO SOUTH 0.9 MILES TO A CATTLE GUARD.  CROSS OVER AND GO
 EP0640'SOUTH 0.1 MILES TO A CROSSROAD.  CONTINUE SOUTH 1.1 MILES TO A
 EP0640'ROAD RIGHT.  TURN RIGHT 0.6 MILES TO A BEND LEFT.  TURN LEFT
 EP0640'AND FOLLOW ROAD 0.45 MILES TO A WIRE GATE.  PASS THROUGH
 EP0640'AND GO SOUTH 0.5 MILES TO THE BASE OF A SMALL HILL.  THE STATION
 EP0640'IS LOCATED ON THE HIGHEST AND MOST EASTERLY POINT.  A DRIVE
 EP0640'STATION.
 EP0640'
 EP0640'HEIGHT OF LIGHT ABOVE STATION MARK 5.0 FEET.
 EP0640'
 EP0640'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 EP0640'8 MILES SE OF MORIARTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0581 ***********************************************************************
 GN0581  DESIGNATION -  LOCK
 GN0581  PID         -  GN0581
 GN0581  STATE/COUNTY-  NM/SANDOVAL
 GN0581  USGS QUAD   -  COUNSELOR (1978)
 GN0581
 GN0581                         *CURRENT SURVEY CONTROL
 GN0581  ___________________________________________________________________
 GN0581* NAD 83(1992)-  36 07 49.81629(N)    107 28 31.01880(W)     ADJUSTED  
 GN0581* NAVD 88     -      2225.6    (meters)    7302.     (feet)  VERTCON   
 GN0581  ___________________________________________________________________
 GN0581  LAPLACE CORR-           2.64  (seconds)                    DEFLEC99
 GN0581  GEOID HEIGHT-         -20.45  (meters)                     GEOID03
 GN0581
 GN0581  HORZ ORDER  -  THIRD
 GN0581
 GN0581.The horizontal coordinates were established by classical geodetic methods
 GN0581.and adjusted by the National Geodetic Survey in December 1993..
 GN0581
 GN0581.The NAVD 88 height was computed by applying the VERTCON shift value to
 GN0581.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GN0581
 GN0581.The Laplace correction was computed from DEFLEC99 derived deflections.
 GN0581
 GN0581.The geoid height was determined by GEOID03.
 GN0581
 GN0581;                    North         East     Units Scale Factor Converg.
 GN0581;SPC NM C     -   569,687.623   389,714.718   MT  1.00004982   -0 43 21.1
 GN0581;SPC NM C     - 1,869,050.14  1,278,589.04   sFT  1.00004982   -0 43 21.1
 GN0581;UTM  13      - 4,001,261.476   277,255.479   MT  1.00021137   -1 27 36.3
 GN0581
 GN0581!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GN0581!SPC NM C     -   0.99965403  x   1.00004982  =   0.99970383
 GN0581!UTM  13      -   0.99965403  x   1.00021137  =   0.99986532
 GN0581
 GN0581|---------------------------------------------------------------------|
 GN0581| PID    Reference Object                     Distance      Geod. Az  |
 GN0581|                                                           dddmmss.s |
 GN0581| CD4502 LOCK RM 1                            12.036 METERS 06017     |
 GN0581| CD4501 LOCK AZ MK                                         1161244.5 |
 GN0581| CD4503 LOCK RM 2                            11.650 METERS 14457     |
 GN0581| GN0608 LYBROOK MTN STS TT CO MICRO TR      APPROX.12.2 KM 3205652.3 |
 GN0581|---------------------------------------------------------------------|
 GN0581
 GN0581                          SUPERSEDED SURVEY CONTROL
 GN0581
 GN0581  NAD 83(1986)-  36 07 49.81484(N)    107 28 31.02339(W) AD(       ) 3
 GN0581  NAD 27      -  36 07 49.75990(N)    107 28 28.85100(W) AD(       ) 3
 GN0581  NGVD 29 (07/19/86) 2224.5    (m)         7298.     (f) VERT ANG       
 GN0581
 GN0581.Superseded values are not recommended for survey control.
 GN0581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0581.See file dsdata.txt to determine how the superseded data were derived.
 GN0581
 GN0581_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBA7725501261(NAD 83)
 GN0581_MARKER: DS = TRIANGULATION STATION DISK
 GN0581_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GN0581
 GN0581  HISTORY     - Date     Condition        Report By
 GN0581  HISTORY     - 1958     MONUMENTED       CGS
 GN0581
 GN0581                          STATION DESCRIPTION
 GN0581
 GN0581'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RLE)
 GN0581'THE STATION IS LOCATED ON THE WEST EDGE AND HIGHEST POINT
 GN0581'OF A LOW, SCRUB-CEDAR COVERED HILL ABOUT 5.5 MILES SOUTH-SOUTHWEST
 GN0581'OF THE SMALL SETTLEMENT OF COUNSELORS POST.  IT IS 45 FEET
 GN0581'NORTHWEST OF A SMALL CEDAR TREE WITH A TRIANGULAR BLAZE.
 GN0581'THE MARK PROJECTS 2 INCHES AND IS STAMPED LOCK 1958.
 GN0581'
 GN0581'REFERENCE MARK NO. 1 IS ABOUT THE SAME ELEVATION AS THE
 GN0581'STATION.  THE MARK PROJECTS 2 INCHES AND IS STAMPED LOCK
 GN0581'NO 1 1958.
 GN0581'
 GN0581'REFERENCE MARK NO. 2 IS ABOUT THE SAME ELEVATION AS THE
 GN0581'STATION AND 12 FEET NORTH OF A SMALL CEDAR TREE WITH A TRIANGULAR
 GN0581'BLAZE.  THE MARK PROJECTS 2 INCHES AND IS STAMPED LOCK NO 2
 GN0581'1958.
 GN0581'
 GN0581'THE AZIMUTH MARK IS 12 FEET SOUTH OF THE CENTER OF A TRACK
 GN0581'ROAD AND 3 FEET NORTHWEST OF A WITNESS POST.  THE MARK PROJECTS
 GN0581'2 INCHES AND IS STAMPED LOCK 1958.
 GN0581'
 GN0581'TO REACH THE STATION FROM THE SMALL SETTLEMENT OF COUNSELORS
 GN0581'POST, WHICH IS ABOUT 34 MILES NORTHWEST OF CUBA ON STATE HIGHWAY
 GN0581'44, GO SOUTHEAST AND SOUTH ON GRADED ROAD FOR 2.0 MILES TO A
 GN0581'FORK, TAKE RIGHT FORK FOR 0.7 MILE TO A FORK, TAKE LEFT FORK
 GN0581'FOR 1.5 MILES TO A CATTLE GUARD, PASS THROUGH CATTLE GUARD
 GN0581'AND CONTINUE ON THE MAIN TRAVELED ROAD FOR 0.6 MILE TO A
 GN0581'CROSSROAD, CONTINUE STRAIGHT AHEAD FOR 1.95 MILES TO A TRACK
 GN0581'ROAD LEFT* AND SIGN KINGSLEY LOCKE K-L NO. 1 AT A POINT
 GN0581'WHERE ROAD STARTS DOWNHILL.  HERE TURN RIGHT AND GO
 GN0581'CROSS-COUNTRY WESTERLY ABOUT 0.1 MILE TO HIGHEST POINT OF HILL
 GN0581'AND STATION AS DESCRIBED.
 GN0581'
 GN0581'*TO REACH THE AZIMUTH MARK FROM THIS POINT, TURN LEFT ON
 GN0581'TRACK ROAD AND GO EASTERLY FOR 0.25 MILE TO THE MARK ON
 GN0581'RIGHT AS DESCRIBED.
 GN0581'
 GN0581'HEIGHT OF LIGHT ABOVE STATION MARK 1.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0881 ***********************************************************************
 CV0881  DESIGNATION -  LOCO
 CV0881  PID         -  CV0881
 CV0881  STATE/COUNTY-  NM/EDDY
 CV0881  USGS QUAD   -  LOCO HILLS (1985)
 CV0881
 CV0881                         *CURRENT SURVEY CONTROL
 CV0881  ___________________________________________________________________
 CV0881* NAD 83(1992)-  32 49 05.38638(N)    103 55 59.13854(W)     ADJUSTED  
 CV0881* NAVD 88     -      1130.0    (meters)    3707.     (feet)  VERTCON   
 CV0881  ___________________________________________________________________
 CV0881  LAPLACE CORR-           2.79  (seconds)                    DEFLEC99
 CV0881  GEOID HEIGHT-         -22.73  (meters)                     GEOID03
 CV0881
 CV0881  HORZ ORDER  -  FIRST
 CV0881
 CV0881.The horizontal coordinates were established by classical geodetic methods
 CV0881.and adjusted by the National Geodetic Survey in December 1993..
 CV0881
 CV0881.The NAVD 88 height was computed by applying the VERTCON shift value to
 CV0881.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CV0881
 CV0881.The Laplace correction was computed from DEFLEC99 derived deflections.
 CV0881
 CV0881.The geoid height was determined by GEOID03.
 CV0881
 CV0881;                    North         East     Units Scale Factor Converg.
 CV0881;SPC NM E     -   201,660.083   202,476.905   MT  0.99992640   +0 13 00.9
 CV0881;SPC NM E     -   661,613.12    664,292.98   sFT  0.99992640   +0 13 00.9
 CV0881;UTM  13      - 3,631,632.754   599,872.249   MT  0.99972299   +0 34 41.8
 CV0881
 CV0881!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CV0881!SPC NM E     -   0.99982619  x   0.99992640  =   0.99975260
 CV0881!UTM  13      -   0.99982619  x   0.99972299  =   0.99954923
 CV0881
 CV0881:                Primary Azimuth Mark                     Grid Az
 CV0881:SPC NM E     -  MALJAMAR LEACO TEL COOP                  074 21 01.2
 CV0881:UTM  13      -  MALJAMAR LEACO TEL COOP                  073 59 20.3
 CV0881
 CV0881|---------------------------------------------------------------------|
 CV0881| PID    Reference Object                     Distance      Geod. Az  |
 CV0881|                                                           dddmmss.s |
 CV0881| CV0879 MALJAMAR LEACO TEL COOP             APPROX.17.5 KM 0743402.1 |
 CV0881| CH8895 LOCO RM 2                             8.436 METERS 08526     |
 CV0881| CV0407 L 34                                430.522 METERS 1183622.4 |
 CV0881| CH8894 LOCO RM 1                            10.239 METERS 35727     |
 CV0881|---------------------------------------------------------------------|
 CV0881
 CV0881                          SUPERSEDED SURVEY CONTROL
 CV0881
 CV0881  NAD 83(1986)-  32 49 05.39784(N)    103 55 59.13125(W) AD(       ) 1
 CV0881  NAD 27      -  32 49 04.97524(N)    103 55 57.29944(W) AD(       ) 1
 CV0881  NGVD 29 (07/19/86) 1129.5    (m)         3706.     (f) VERT ANG       
 CV0881
 CV0881.Superseded values are not recommended for survey control.
 CV0881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0881.See file dsdata.txt to determine how the superseded data were derived.
 CV0881
 CV0881_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES9987231633(NAD 83)
 CV0881_MARKER: DS = TRIANGULATION STATION DISK
 CV0881_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CV0881_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CV0881_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CV0881+SATELLITE: SATELLITE OBSERVATIONS - May 25, 2006
 CV0881
 CV0881  HISTORY     - Date     Condition        Report By
 CV0881  HISTORY     - 1975     MONUMENTED       NGS
 CV0881  HISTORY     - 20060525 GOOD             INDIV
 CV0881
 CV0881                          STATION DESCRIPTION
 CV0881
 CV0881'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (JRS)
 CV0881'THE STATION IS ABOUT 2-1/2 MILES EAST OF LOCO HILLS, 0.2 MILE
 CV0881'NORTH OF U.S. HIGHWAY 82 AND ON PROPERTY OF THE WINDFOHR OIL
 CV0881'COMPANY, PERMISSION GRANTED BY THE DISTRICT SUPERINTENDENT,
 CV0881'JOHN MC PHAUL.
 CV0881'
 CV0881'TO REACH THE STATION FROM THE POST OFFICE IN LOCO HILLS,
 CV0881'GO EAST ON U.S. HIGHWAY 82 FOR 1.9 MILES TO A SIDE ROAD
 CV0881'LEFT.  CONTINUE EAST ON U.S. HIGHWAY 82 FOR 0.55 MILE TO
 CV0881'CROSSROAD.  (TO REACH BENCH MARK L 34 1933 FROM THIS POINT,
 CV0881'CONTINUE EAST ON HIGHWAY 82 FOR 0.5 MILE TO THE MARK ON THE
 CV0881'RIGHT.) TURN LEFT AND GO NORTH ON A GRAVELED ROAD FOR 0.1 MILE
 CV0881'TO A GRAVELED CROSS ROAD.  TURN RIGHT AND GO EAST ON A GRAVELED
 CV0881'ROAD FOR 0.3 MILE TO AN OIL WELL AND THE STATION ON THE LEFT.
 CV0881'
 CV0881'STATION MARKS ARE STANDARD DISKS, STAMPED LOCO 1975.  THE SURFACE
 CV0881'DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 CV0881'MONUMENT, THAT PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS 123.0
 CV0881'FEET NORTHWEST OF AN OIL WELL PUMP HEAD AND 3.9 FEET NORTHWEST
 CV0881'OF A WITNESS POST.  THE UNDERGROUND DISK IS CEMENTED IN A DRILL
 CV0881'HOLE IN BEDROCK, THAT IS 30 INCHES BELOW THE GROUND SURFACE.
 CV0881'
 CV0881'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED LOCO NO 1 1975, SET
 CV0881'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT
 CV0881'PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS 37.0 FEET NORTH OF THE
 CV0881'WITNESS POST AND ABOUT THE SAME ELEVATION AS THE STATION.
 CV0881'
 CV0881'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED LOCO NO 2 1975, SET
 CV0881'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, THAT
 CV0881'PROJECTS 5 INCHES ABOVE THE GROUND.  IT IS 117.0 FEET NORTH OF THE
 CV0881'OIL WELL PUMP HEAD, 26.5 FEET EAST-NORTHEAST OF THE WITNESS
 CV0881'POST AND ABOUT THE SAME ELEVATION AS THE STATION.
 CV0881'
 CV0881'BENCH MARK L 34 1933 IS A STANDARD DISK, STAMPED L 34 1933,
 CV0881'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT, THAT PROJECTS
 CV0881'12 INCHES ABOVE THE GROUND.  IT IS 67.0 FEET SOUTH OF THE CENTER OF
 CV0881'U.S. HIGHWAY 82, 33.0 FEET EAST OF A POWER LINE POLE, 8.9
 CV0881'FEET NORTH OF A FENCE AND 2.5 FEET SOUTH OF A WITNESS POST.  THIS
 CV0881'MARK WILL SERVE AS THE AZIMUTH MARK.
 CV0881'
 CV0881'HEIGHT OF LIGHT ABOVE STATION MARK 1.25 METERS.
 CV0881
 CV0881                          STATION RECOVERY (2006)
 CV0881
 CV0881'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (TJA)
 CV0881'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0882 ***********************************************************************
 CV0882  DESIGNATION -  LOCO HILLS CAPROCK COMM MAST
 CV0882  PID         -  CV0882
 CV0882  STATE/COUNTY-  NM/EDDY
 CV0882  USGS QUAD   -  LOCO HILLS (1985)
 CV0882
 CV0882                         *CURRENT SURVEY CONTROL
 CV0882  ___________________________________________________________________
 CV0882* NAD 83(1992)-  32 49 21.10716(N)    103 56 47.15684(W)     ADJUSTED  
 CV0882* NAVD 88     -                                                        
 CV0882  ___________________________________________________________________
 CV0882  LAPLACE CORR-           2.66  (seconds)                    DEFLEC99
 CV0882  GEOID HEIGHT-         -22.74  (meters)                     GEOID03
 CV0882
 CV0882  HORZ ORDER  -  THIRD
 CV0882
 CV0882.The horizontal coordinates were established by classical geodetic methods
 CV0882.and adjusted by the National Geodetic Survey in December 1993..
 CV0882.No horizontal observational check was made to the station.
 CV0882
 CV0882
 CV0882.The Laplace correction was computed from DEFLEC99 derived deflections.
 CV0882
 CV0882.The geoid height was determined by GEOID03.
 CV0882
 CV0882;                    North         East     Units Scale Factor Converg.
 CV0882;SPC NM E     -   202,139.686   201,226.165   MT  0.99992527   +0 12 35.0
 CV0882;SPC NM E     -   663,186.62    660,189.51   sFT  0.99992527   +0 12 35.0
 CV0882;UTM  13      - 3,632,104.363   598,618.765   MT  0.99971992   +0 34 16.0
 CV0882
 CV0882                          SUPERSEDED SURVEY CONTROL
 CV0882
 CV0882  NAD 83(1986)-  32 49 21.11578(N)    103 56 47.14587(W) AD(       ) 4
 CV0882  NAD 27      -  32 49 20.69706(N)    103 56 45.32121(W) AD(       ) 3
 CV0882
 CV0882.Superseded values are not recommended for survey control.
 CV0882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0882.See file dsdata.txt to determine how the superseded data were derived.
 CV0882
 CV0882_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES9861932104(NAD 83)
 CV0882_MARKER: 41 = ANTENNA MAST
 CV0882
 CV0882  HISTORY     - Date     Condition        Report By
 CV0882  HISTORY     - 1975     FIRST OBSERVED   NGS
 CV0882
 CV0882                          STATION DESCRIPTION
 CV0882
 CV0882'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DT0682 ***********************************************************************
 DT0682  DESIGNATION -  LOCO MOUNTAIN
 DT0682  PID         -  DT0682
 DT0682  STATE/COUNTY-  NM/CATRON
 DT0682  USGS QUAD   -  LOCO MOUNTAIN (1963)
 DT0682
 DT0682                         *CURRENT SURVEY CONTROL
 DT0682  ___________________________________________________________________
 DT0682* NAD 83(1992)-  33 24 48.01588(N)    108 26 48.84439(W)     ADJUSTED  
 DT0682* NAVD 88     -      2539.     (meters)    8330.     (feet)  SCALED    
 DT0682  ___________________________________________________________________
 DT0682  LAPLACE CORR-           0.98  (seconds)                    DEFLEC99
 DT0682  GEOID HEIGHT-         -22.69  (meters)                     GEOID03
 DT0682
 DT0682  HORZ ORDER  -  SECOND
 DT0682
 DT0682.The horizontal coordinates were established by classical geodetic methods
 DT0682.and adjusted by the National Geodetic Survey in December 1993..
 DT0682
 DT0682.The orthometric height was scaled from a topographic map.
 DT0682
 DT0682.The Laplace correction was computed from DEFLEC99 derived deflections.
 DT0682
 DT0682.The geoid height was determined by GEOID03.
 DT0682
 DT0682;                    North         East     Units Scale Factor Converg.
 DT0682;SPC NM W     -   267,762.206   772,933.287   MT  0.99995680   -0 20 16.4
 DT0682;SPC NM W     -   878,483.17  2,535,865.29   sFT  0.99995680   -0 20 16.4
 DT0682;UTM  12      - 3,700,025.118   737,412.731   MT  1.00029497   +1 24 23.7
 DT0682
 DT0682!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DT0682!SPC NM W     -   0.99960510  x   0.99995680  =   0.99956192
 DT0682!UTM  12      -   0.99960510  x   1.00029497  =   0.99989996
 DT0682
 DT0682:                Primary Azimuth Mark                     Grid Az
 DT0682:SPC NM W     -  MIDDLE ELK MT                            041 20 42.2
 DT0682:UTM  12      -  MIDDLE ELK MT                            039 36 02.1
 DT0682
 DT0682|---------------------------------------------------------------------|
 DT0682| PID    Reference Object                     Distance      Geod. Az  |
 DT0682|                                                           dddmmss.s |
 DT0682| DT0661 MIDDLE ELK MT                       APPROX.14.4 KM 0410025.8 |
 DT0682|---------------------------------------------------------------------|
 DT0682
 DT0682                          SUPERSEDED SURVEY CONTROL
 DT0682
 DT0682  NAD 83(1992)-  33 24 48.01737(N)    108 26 48.84647(W) AD(       ) 2
 DT0682  NAD 83(1986)-  33 24 48.01702(N)    108 26 48.84697(W) AD(       ) 2
 DT0682  NAD 27      -  33 24 47.78128(N)    108 26 46.63979(W) AD(       ) 2
 DT0682
 DT0682.Superseded values are not recommended for survey control.
 DT0682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DT0682.See file dsdata.txt to determine how the superseded data were derived.
 DT0682
 DT0682_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYC3741300025(NAD 83)
 DT0682_MARKER: DD = SURVEY DISK
 DT0682_SETTING: 66 = SET IN ROCK OUTCROP
 DT0682_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 DT0682_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DT0682+STABILITY: POSITION/ELEVATION WELL
 DT0682
 DT0682  HISTORY     - Date     Condition        Report By
 DT0682  HISTORY     - 1966     MONUMENTED       USFS
 DT0682  HISTORY     - 1965     GOOD             USGS
 DT0682  HISTORY     - 1966     GOOD             USFS
 DT0682
 DT0682                          STATION DESCRIPTION
 DT0682
 DT0682'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 DT0682'ON A LOW GRASSY HILL 10.0 MI. N. OF WHITE CREEK RANGER STATION, AND
 DT0682'ABOUT 21.0 MI. E. OF MOGOLLON, NEW MEXICO.
 DT0682'
 DT0682'ABOUT 11.0 MI. ON ROAD S. FROM NEGRITO FIRE CABIN, WALK UP HIGH RIDGE
 DT0682'ON S. SIDE OF ROAD ABOUT 0.5 MI.
 DT0682'
 DT0682'STATION MARK--STANDARD USFS TABLET CEMENTED IN ROCK, STAMPED ---LOCO
 DT0682'MTN. 1939---.
 DT0682'
 DT0682'NO MENTION OF REFERENCE MARKS.
 DT0682
 DT0682                          STATION RECOVERY (1966)
 DT0682
 DT0682'RECOVERY NOTE BY US FOREST SERVICE 1966 (JWC)
 DT0682'THE STATION IS ABOUT 27 MILES SOUTHEAST OF RESERVE, 19-1/2
 DT0682'MILES WEST OF THE NEW BEAVERHEAD RANGER STATION, 14 MILES
 DT0682'NORTH OF THE CATRON-GRANT COUNTY LINE AND ON THE HIGHEST POINT
 DT0682'OF LOCO MOUNTAIN.
 DT0682'
 DT0682'STATION IS A BRONZE DISK OF THE U.S. FORESTRY SERVICE, STAMPED
 DT0682'LOCO MTN 1939, CEMENTED IN A DRILL HOLE IN A ROCK OUTCROP THAT
 DT0682'PROJECTS 8 INCHES ABOVE THE GROUND.  IT IS 165 FEET WEST-NORTHWEST
 DT0682'OF THE WITNESS POST, 15 FEET EAST OF A TREE HAVING A TRIANGLE
 DT0682'BLAZE ON THE EAST SIDE.
 DT0682'
 DT0682'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION JERKY,
 DT0682'DISTANCES BEING 48.151 METERS (157.98 FEET) SOUTHWEST OF STATION
 DT0682'JERKY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0983 ***********************************************************************
 FM0983  DESIGNATION -  LOGAN
 FM0983  PID         -  FM0983
 FM0983  STATE/COUNTY-  NM/HARDING
 FM0983  USGS QUAD   -  LOGAN NORTH (1989)
 FM0983
 FM0983                         *CURRENT SURVEY CONTROL
 FM0983  ___________________________________________________________________
 FM0983* NAD 83(1992)-  35 24 00.49484(N)    103 25 45.46665(W)     ADJUSTED  
 FM0983* NAVD 88     -      1203.7    (meters)    3949.     (feet)  VERTCON   
 FM0983  ___________________________________________________________________
 FM0983  LAPLACE CORR-          -2.01  (seconds)                    DEFLEC99
 FM0983  GEOID HEIGHT-         -23.10  (meters)                     GEOID03
 FM0983
 FM0983  HORZ ORDER  -  THIRD
 FM0983
 FM0983.The horizontal coordinates were established by classical geodetic methods
 FM0983.and adjusted by the National Geodetic Survey in December 1993..
 FM0983
 FM0983.The NAVD 88 height was computed by applying the VERTCON shift value to
 FM0983.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FM0983
 FM0983.The Laplace correction was computed from DEFLEC99 derived deflections.
 FM0983
 FM0983.The geoid height was determined by GEOID03.
 FM0983
 FM0983;                    North         East     Units Scale Factor Converg.
 FM0983;SPC NM E     -   488,342.465   247,117.789   MT  0.99999217   +0 31 25.4
 FM0983;SPC NM E     - 1,602,170.24    810,752.28   sFT  0.99999217   +0 31 25.4
 FM0983;UTM  13      - 3,918,550.967   642,634.010   MT  0.99985072   +0 54 36.1
 FM0983
 FM0983!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FM0983!SPC NM E     -   0.99981473  x   0.99999217  =   0.99980690
 FM0983!UTM  13      -   0.99981473  x   0.99985072  =   0.99966548
 FM0983
 FM0983|---------------------------------------------------------------------|
 FM0983| PID    Reference Object                     Distance      Geod. Az  |
 FM0983|                                                           dddmmss.s |
 FM0983| CJ7747 LOGAN RM 2                            5.288 METERS 14327     |
 FM0983| CJ7745 LOGAN AZ MK                                        1554616.2 |
 FM0983| CJ7746 LOGAN RM 1                            5.431 METERS 33607     |
 FM0983|---------------------------------------------------------------------|
 FM0983
 FM0983                          SUPERSEDED SURVEY CONTROL
 FM0983
 FM0983  NAD 83(1986)-  35 24 00.50385(N)    103 25 45.46163(W) AD(       ) 3
 FM0983  NAD 27      -  35 24 00.32020(N)    103 25 43.60100(W) AD(       ) 3
 FM0983  NGVD 29 (07/19/86) 1203.1    (m)         3947.     (f) VERT ANG       
 FM0983
 FM0983.Superseded values are not recommended for survey control.
 FM0983.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0983.See file dsdata.txt to determine how the superseded data were derived.
 FM0983
 FM0983_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFV4263418551(NAD 83)
 FM0983_MARKER: DS = TRIANGULATION STATION DISK
 FM0983_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FM0983
 FM0983  HISTORY     - Date     Condition        Report By
 FM0983  HISTORY     - 1960     MONUMENTED       CGS
 FM0983  HISTORY     - 1976     GOOD             NGS
 FM0983  HISTORY     - 1977     GOOD             NGS
 FM0983
 FM0983                          STATION DESCRIPTION
 FM0983
 FM0983'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (HWK)
 FM0983'THE STATION IS ABOUT 2-1/2 MILES NORTH OF LOGAN, ON THE NORTHEAST
 FM0983'ROAD RIGHT-OF-WAY OF STATE HIGHWAY 39 AND 3/4 MILE NORTHEAST
 FM0983'OF THE HARDING-QUAY COUNTY LINE.
 FM0983'
 FM0983'TO REACH THE STATION FROM THE POST OFFICE IN LOGAN, GO NORTH
 FM0983'ON U.S. HIGHWAY 54 FOR 0.35 MILE TO THE JUNCTION OF STATE
 FM0983'HIGHWAY 39 AND U.S. HIGHWAY 54.  KEEP LEFT AND GO NORTHWEST ON
 FM0983'STATE HIGHWAY 39 FOR 0.75 MILE TO THE HARDING-QUAY COUNTY LINE.
 FM0983'CONTINUE ON HIGHWAY 39 FOR 0.4 MILE TO THE AZIMUTH MARK ON
 FM0983'THE LEFT.  CONTINUE ON HIGHWAY 39 FOR 0.4 MILE TO THE STATION
 FM0983'ON THE RIGHT.
 FM0983'
 FM0983'STATION MARKS ARE STANDARD DISKS STAMPED LOGAN 1960.  THE
 FM0983'SURFACE DISK IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS
 FM0983'4 INCHES.  IT IS 388 FEET SOUTHEAST OF A LONE TREE, 71 FEET
 FM0983'NORTHEAST OF THE CENTER OF HIGHWAY 39, 4.3 FEET SOUTH OF
 FM0983'A METAL WITNESS POST AND 3 FEET SOUTHWEST OF THE RIGHT-OF-WAY
 FM0983'FENCE.
 FM0983'
 FM0983'THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE
 FM0983'32 INCHES BELOW THE SURFACE OF THE GROUND.
 FM0983'
 FM0983'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED LOGAN NO 1 1960,
 FM0983'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.  IT
 FM0983'IS 72 FEET NORTHEAST OF THE CENTER OF STATE HIGHWAY 39, 14.5
 FM0983'FEET NORTHWEST OF THE METAL WITNESS POST AND 1 FOOT SOUTHWEST
 FM0983'OF THE RIGHT-OF-WAY FENCE.
 FM0983'
 FM0983'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED LOGAN NO 2 1960,
 FM0983'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.
 FM0983'IT IS 73 FEET NORTHEAST OF THE CENTER OF STATE HIGHWAY 39,
 FM0983'20.5 FEET SOUTHEAST OF THE METAL WITNESS POST AND 1 FOOT
 FM0983'SOUTHWEST OF THE RIGHT-OF-WAY FENCE.
 FM0983'
 FM0983'AZIMUTH MARK, A STANDARD DISK STAMPED LOGAN 1960, IS SET IN A
 FM0983'SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS 72 FEET
 FM0983'SOUTHWEST OF THE CENTER OF STATE HIGHWAY 39, 2.5 FEET NORTH OF A
 FM0983'STANDARD METAL WITNESS POST AND 2 FEET NORTHEAST OF THE
 FM0983'RIGHT-OF-WAY FENCE.
 FM0983'
 FM0983'NOTE--REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
 FM0983
 FM0983                          STATION RECOVERY (1976)
 FM0983
 FM0983'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CWW)
 FM0983'STATION, AZIMUTH MARK AND REFERENCE MARKS FOUND IN GOOD CONDITION
 FM0983'AS DESCRIBED.
 FM0983
 FM0983                          STATION RECOVERY (1977)
 FM0983
 FM0983'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 FM0983'STATION WAS RECOVERED AND ALL MARKS ARE IN VERY GOOD CONDITION.  THE
 FM0983'1960 DESCRIPTION OF LOCATION AND ROUTE TO REACH STATION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0918 ***********************************************************************
 CW0918  DESIGNATION -  LOGAN
 CW0918  PID         -  CW0918
 CW0918  STATE/COUNTY-  NM/OTERO
 CW0918  USGS QUAD   -  BLUFF SPRINGS (1974)
 CW0918
 CW0918                         *CURRENT SURVEY CONTROL
 CW0918  ___________________________________________________________________
 CW0918* NAD 83(1992)-  32 45 06.05407(N)    105 40 57.67935(W)     ADJUSTED  
 CW0918* NAVD 88     -      2836.     (meters)    9304.     (feet)  SCALED    
 CW0918  ___________________________________________________________________
 CW0918  LAPLACE CORR-           1.54  (seconds)                    DEFLEC99
 CW0918  GEOID HEIGHT-         -20.22  (meters)                     GEOID03
 CW0918
 CW0918  HORZ ORDER  -  SECOND
 CW0918
 CW0918.The horizontal coordinates were established by classical geodetic methods
 CW0918.and adjusted by the National Geodetic Survey in December 1993..
 CW0918
 CW0918.The orthometric height was scaled from a topographic map.
 CW0918
 CW0918.The Laplace correction was computed from DEFLEC99 derived deflections.
 CW0918
 CW0918.The geoid height was determined by GEOID03.
 CW0918
 CW0918;                    North         East     Units Scale Factor Converg.
 CW0918;SPC NM C     -   194,357.620   553,160.125   MT  0.99993483   +0 18 24.9
 CW0918;SPC NM C     -   637,654.96  1,814,826.18   sFT  0.99993483   +0 18 24.9
 CW0918;UTM  13      - 3,623,965.028   436,047.387   MT  0.99965043   -0 22 09.6
 CW0918
 CW0918!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CW0918!SPC NM C     -   0.99955811  x   0.99993483  =   0.99949297
 CW0918!UTM  13      -   0.99955811  x   0.99965043  =   0.99920870
 CW0918
 CW0918|---------------------------------------------------------------------|
 CW0918| PID    Reference Object                     Distance      Geod. Az  |
 CW0918|                                                           dddmmss.s |
 CW0918| CH8896 LOGAN RM 1                           13.402 METERS 06708     |
 CW0918| CH8897 LOGAN RM 2                           11.266 METERS 17316     |
 CW0918|---------------------------------------------------------------------|
 CW0918
 CW0918                          SUPERSEDED SURVEY CONTROL
 CW0918
 CW0918  NAD 83(1986)-  32 45 06.06166(N)    105 40 57.68238(W) AD(       ) 2
 CW0918  NAD 27      -  32 45 05.70170(N)    105 40 55.74170(W) AD(       ) 2
 CW0918
 CW0918.Superseded values are not recommended for survey control.
 CW0918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0918.See file dsdata.txt to determine how the superseded data were derived.
 CW0918
 CW0918_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDS3604723965(NAD 83)
 CW0918_MARKER: DS = TRIANGULATION STATION DISK
 CW0918_SETTING: 80 = SET IN A BOULDER
 CW0918_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 CW0918
 CW0918  HISTORY     - Date     Condition        Report By
 CW0918  HISTORY     - 1943     MONUMENTED       CGS
 CW0918  HISTORY     - 1974     MARK NOT FOUND   USGS
 CW0918
 CW0918                          STATION DESCRIPTION
 CW0918
 CW0918'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (EHB)
 CW0918'STATION IS LOCATED 15.0 MILES AIRLINE SSE OF CLOUDCROFT, AND
 CW0918'10.0 MILES AIRLINE SW OF WEED ON A RIDGE AT THE HEAD OF LOGAN,
 CW0918'PEPPER AND POTATO CANYONS ON HIGHEST POINT.  A BRONZE STATION
 CW0918'DISK SET IN A BURIED BOULDER FLUSH WITH THE GROUND.  STAMPED
 CW0918'LOGAN 1943.
 CW0918'
 CW0918'REFERENCE MARK 1 IS ENE OF THE STATION.  A BRONZE REFERENCE DISK
 CW0918'SET IN ROCK OUTCROP FLUSH WITH THE GROUND.  STAMPED LOGAN NO
 CW0918'1 1943.
 CW0918'
 CW0918'REFERENCE MARK 2 IS S OF THE STATION.  A BRONZE REFERENCE DISK
 CW0918'SET IN A BURIED BOULDER FLUSH WITH THE GROUND.  STAMPED LOGAN NO 2
 CW0918'1943.
 CW0918'
 CW0918'WITNESS MARK IS A SPIKE 4 FEET FROM THE GROUND IN THE N SIDE
 CW0918'OF AN 18-INCH PINE TREE, 99.5 FEET ESE OF THE STATION.
 CW0918'
 CW0918'NO AZIMUTH MARK WAS SET.
 CW0918'
 CW0918'UNDERGROUND MARK IS A BRONZE STATION DISK, STAMPED LOGAN 1943,
 CW0918'AND SET IN BEDROCK 26 INCHES BENEATH THE GROUND SURFACE.
 CW0918'
 CW0918'TO REACH FROM THE ROAD INTERSECTION 0.2 MILE N OF WEED, GO
 CW0918'W ON MAIN ROAD FOR 3.4 MILES TO THE SACRAMENTO POST OFFICE.
 CW0918'CONTINUE W ON MAIN ROAD FOR 3.9 MILES TO A CATTLE GUARD ON
 CW0918'RIGHT AND SIDE ROAD LEADING UP POTATO CANYON.  TURN RIGHT
 CW0918'AND FOLLOW POTATO CANYON ROAD N FOR 1.8 MILES TO DIM TRACK
 CW0918'ROADS ON LEFT AT DESERTED BUILDINGS.  TURN LEFT ON TRACK ROAD
 CW0918'AND GO W UP A CANYON 2.0 MILES TO A FENCE AT W END OF A
 CW0918'FIELD.  FROM HERE TAKE RIGHT FORK OF CANYON AND FOLLOW OLD
 CW0918'FOREST TRAIL FOR ABOUT 1 MILE TO TOP OF RIDGE AND STATION.
 CW0918'
 CW0918'HEIGHT OF LIGHT ABOVE STATION MARK-27 METERS.
 CW0918
 CW0918                          STATION RECOVERY (1974)
 CW0918
 CW0918'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974 (RCN)
 CW0918'STATION WAS SEARCHED FOR AND NOT FOUND.  AREA HAS BEEN BURNED,
 CW0918'PLOWED TRENCHED AND RESEEDED FOR TIMBER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0821 ***********************************************************************
 EQ0821  DESIGNATION -  LOLITO
 EQ0821  PID         -  EQ0821
 EQ0821  STATE/COUNTY-  NM/VALENCIA
 EQ0821  USGS QUAD   -  LOS LUNAS SE (1991)
 EQ0821
 EQ0821                         *CURRENT SURVEY CONTROL
 EQ0821  ___________________________________________________________________
 EQ0821* NAD 83(1992)-  34 47 55.44810(N)    106 32 03.44798(W)     ADJUSTED  
 EQ0821* NAVD 88     -      1684.9    (meters)    5528.     (feet)  VERTCON   
 EQ0821  ___________________________________________________________________
 EQ0821  LAPLACE CORR-          11.77  (seconds)                    DEFLEC99
 EQ0821  GEOID HEIGHT-         -20.80  (meters)                     GEOID03
 EQ0821
 EQ0821  HORZ ORDER  -  FIRST
 EQ0821
 EQ0821.The horizontal coordinates were established by classical geodetic methods
 EQ0821.and adjusted by the National Geodetic Survey in December 1993..
 EQ0821
 EQ0821.The NAVD 88 height was computed by applying the VERTCON shift value to
 EQ0821.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EQ0821
 EQ0821.The Laplace correction was computed from DEFLEC99 derived deflections.
 EQ0821
 EQ0821.The geoid height was determined by GEOID03.
 EQ0821
 EQ0821;                    North         East     Units Scale Factor Converg.
 EQ0821;SPC NM C     -   421,285.260   473,986.764   MT  0.99990834   -0 09 44.1
 EQ0821;SPC NM C     - 1,382,166.72  1,555,071.57   sFT  0.99990834   -0 09 44.1
 EQ0821;SPC NM W     -   422,024.570   948,870.497   MT  1.00009077   +0 44 29.2
 EQ0821;SPC NM W     - 1,384,592.28  3,113,085.96   sFT  1.00009077   +0 44 29.2
 EQ0821;UTM  13      - 3,851,796.600   359,645.551   MT  0.99984280   -0 52 32.7
 EQ0821
 EQ0821!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EQ0821!SPC NM C     -   0.99973885  x   0.99990834  =   0.99964722
 EQ0821!SPC NM W     -   0.99973885  x   1.00009077  =   0.99982960
 EQ0821!UTM  13      -   0.99973885  x   0.99984280  =   0.99958169
 EQ0821
 EQ0821:                Primary Azimuth Mark                     Grid Az
 EQ0821:SPC NM C     -  US FOREST SERVICE LOH                    014 58 56.9
 EQ0821:SPC NM W     -  US FOREST SERVICE LOH                    014 04 43.6
 EQ0821:UTM  13      -  US FOREST SERVICE LOH                    015 41 45.5
 EQ0821
 EQ0821|---------------------------------------------------------------------|
 EQ0821| PID    Reference Object                     Distance      Geod. Az  |
 EQ0821|                                                           dddmmss.s |
 EQ0821| FO0997 US FOREST SERVICE LOH               APPROX.36.9 KM 0144912.8 |
 EQ0821| EQ0822 LOLITO AZ MK                        APPROX. 0.9 KM 0175943.9 |
 EQ0821| EQ0713 USCGS SEISMIC LAB S MAST OF 2       APPROX.18.6 KM 0203219.6 |
 EQ0821| CD3122 LOLITO RM 1                          11.585 METERS 08029     |
 EQ0821| EQ0708 TARGET 21 MILES E OF LOS LUNAS      APPROX.12.1 KM 0831627.2 |
 EQ0821| CD3123 LOLITO RM 2                           9.842 METERS 17224     |
 EQ0821| EQ0960 BELEN MUNICIPAL TANK                APPROX.26.8 KM 2350258.2 |
 EQ0821| EQ0942 BELEN CHURCH SPIRE CROSS            APPROX.27.2 KM 2360753.4 |
 EQ0821| EQ0950 BELEN STANDPIPE                     APPROX.28.8 KM 2362847.8 |
 EQ0821| EQ0849 LOS LUNAS HOSP/TRAIN SCH TANK       APPROX.19.4 KM 2753635.9 |
 EQ0821| EQ0840 EL PASO PUEBLO AWY BCN 21           APPROX.11.4 KM 2783713.7 |
 EQ0821| EQ0820 RNG ALBUQUERQUE ABQ RADIO           APPROX.22.3 KM 3392252.1 |
 EQ0821|---------------------------------------------------------------------|
 EQ0821
 EQ0821                          SUPERSEDED SURVEY CONTROL
 EQ0821
 EQ0821  NAD 83(1986)-  34 47 55.45366(N)    106 32 03.44810(W) AD(       ) 1
 EQ0821  NAD 27      -  34 47 55.25539(N)    106 32 01.37203(W) AD(       ) 1
 EQ0821  NGVD 29 (07/19/86) 1684.1    (m)         5525.     (f) VERT ANG       
 EQ0821
 EQ0821.Superseded values are not recommended for survey control.
 EQ0821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0821.See file dsdata.txt to determine how the superseded data were derived.
 EQ0821
 EQ0821_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU5964651797(NAD 83)
 EQ0821_MARKER: DS = TRIANGULATION STATION DISK
 EQ0821_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EQ0821_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EQ0821_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EQ0821+STABILITY: SURFACE MOTION
 EQ0821
 EQ0821  HISTORY     - Date     Condition        Report By
 EQ0821  HISTORY     - 1946     MONUMENTED       CGS
 EQ0821  HISTORY     - 1950     GOOD             USGS
 EQ0821  HISTORY     - 1954     GOOD             CGS
 EQ0821  HISTORY     - 1961     GOOD             LOCENG
 EQ0821  HISTORY     - 1968     GOOD             CGS
 EQ0821  HISTORY     - 1968     GOOD             CGS
 EQ0821
 EQ0821                          STATION DESCRIPTION
 EQ0821
 EQ0821'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (CAE)
 EQ0821'THE STATION IS LOCATED ON THE SLOPING MESA ABOUT 10 MILES E OF
 EQ0821'THE RIO GRANDE AND ABOUT 5 MILES W OF THE BASE OF THE MANZANO
 EQ0821'RANGE AT LOLITO SPRING.  IN APPROXIMATE AIRLINE DISTANCES IT
 EQ0821'IS 20 MILES SSE OF ALBUQUERQUE, 17 MILES NE OF BELEN, 12
 EQ0821'MILES SE OF ISLETA, AND 12 MILES E OF LOS LUNAS.
 EQ0821'
 EQ0821'TO REACH THE STATION FROM THE STEEL BRIDGE ACROSS THE RIO
 EQ0821'GRANDE AT ISLETA, WHICH IS THE ONLY BRIDGE IN THAT VICINITY, GO
 EQ0821'E ON THE PAVED ROAD FOR 0.15 MILE TO A BLADED DIRT ROAD TURNING
 EQ0821'OFF AT A SLIGHT ANGLE TO THE LEFT.  TURN OFF THE PAVEMENT HERE
 EQ0821'AND FOLLOW THIS DIRT ROAD FOR 0.1 MILE TO A CROSSROAD.  KEEP
 EQ0821'STRAIGHT AHEAD HERE AND KEEPING ON THE MAIN ROAD WHICH CLIMBS UP
 EQ0821'ONTO THE MESA, GO FOR 1.85 MILES TO A CATTLE GUARD.  CROSS THIS
 EQ0821'CATTLE GUARD AND GO FOR 2.2 MILES TO A FORK.  TAKE THE RIGHT
 EQ0821'FORK, OR THE ROAD STRAIGHT AHEAD, AND GO 2.1 MILES TO ANOTHER
 EQ0821'CATTLE GUARD.  CROSS THIS CATTLE GUARD AND GO 0.45 MILE TO
 EQ0821'ANOTHER FORK.  TAKE THE RIGHT FORK HERE AND GO 1.7 MILES TO A
 EQ0821'GATE.  PASS THROUGH THIS GATE AND GO 0.05 MILE TO A FORK.
 EQ0821'THE LEFT FORK HERE GOES TO STATION BERNAVAL.  TAKE THE
 EQ0821'RIGHT FORK AND GO 0.45 MILE TO STATION BERNAVAL AZIMUTH MARK
 EQ0821'ON THE RIGHT SIDE OF THE ROAD.  CONTINUE ON THE BLADED DIRT
 EQ0821'ROAD FOR 1.5 MILES TO WHERE THE ROAD CROSSES A WASH.  CROSS
 EQ0821'THIS WASH AND CONTINUE ON THE BLADED ROAD FOR 0.15 MILE TO A
 EQ0821'FORK.  TAKE THE RIGHT FORK HERE AND GO 0.9 MILE TO A TRACK
 EQ0821'ROAD TURNING OFF TO THE RIGHT WHEN THE BLADED ROAD TURNS
 EQ0821'LEFT.  LEAVE THE BLADED ROAD HERE AND FOLLOW THIS TRACK ROAD IN
 EQ0821'A S DIRECTION 0.95 MILE TO A GATE.  PASS THROUGH THIS GATE
 EQ0821'AND CONTINUE ON THE TRACK ROAD S FOR 1.2 MILES TO ANOTHER
 EQ0821'GATE.  PASS THROUGH THIS GATE AND GO 0.8 MILE TO A CROSSROAD.
 EQ0821'KEEP STRAIGHT AHEAD ON THE TRACK ROAD AND GO 0.95 MILE TO A
 EQ0821'DEEP DITCH ACROSS ROAD.  DRIVE AROUND THIS DITCH AND CONTINUE
 EQ0821'S ON THE TRACK ROAD FOR 0.4 MILE TO ANOTHER GATE.  PASS
 EQ0821'THROUGH THIS GATE AND FOLLOW THE TRACK ROAD 0.85 MILE TO
 EQ0821'ANOTHER GATE.  PASS THROUGH THIS GATE AND TURN SHARP LEFT
 EQ0821'FOLLOWING THE FENCE LINE ACROSS COUNTRY FOR 0.25 MILE TO A FENCE
 EQ0821'CORNER.  TURN LEFT HERE AT THE FENCE CORNER AND GO NE FOR 0.05
 EQ0821'MILE TO THE END OF TRUCK TRAVEL AND THE STATION.
 EQ0821'
 EQ0821'THE STATION MARK IS A BRONZE STATION DISK STAMPED LOLITO 1946
 EQ0821'AND SET IN A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES ABOVE
 EQ0821'THE SURROUNDING SURFACE.  IT IS LOCATED 0.3 MILE SW OF A FENCE
 EQ0821'CORNER, 0.2 MILE SSE OF THE FENCE CORNER AT THE AZIMUTH MARK,
 EQ0821'0.05 MILE NE OF ANOTHER FENCE CORNER, AND 10.0 FEET E OF A
 EQ0821'4-INCH SQUARE WHITE WITNESS POST.  UNDERGROUND MK. - BRONZE DISK
 EQ0821'IN CONCRETE.
 EQ0821'
 EQ0821'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK STAMPED LOLITO NO
 EQ0821'1 1946 AND SET IN A SQUARE CONCRETE POST WHICH PROJECTS 3
 EQ0821'INCHES ABOVE THE SURROUNDING SURFACE.  IT IS ABOUT THE SAME
 EQ0821'LEVEL AS THE STATION AND IS LOCATED E OF THE STATION.
 EQ0821'
 EQ0821'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK STAMPED LOLITO NO
 EQ0821'2 1946 AND SET IN A SQUARE CONCRETE POST WHICH PROJECTS 1-1/2
 EQ0821'INCHES ABOVE THE SURROUNDING SURFACE.  IT IS ABOUT THE SAME
 EQ0821'LEVEL AS THE STATION AND IS LOCATED S OF THE STATION.
 EQ0821'
 EQ0821'THE AZIMUTH MARK IS A BRONZE AZIMUTH DISK STAMPED LOLITO 1946
 EQ0821'AND SET IN A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES ABOVE
 EQ0821'THE SURROUNDING SURFACE.  IT IS LOCATED 0.2 MILE NNW OF THE
 EQ0821'STATION AND 20.2 FEET SE OF THE APEX OF THE FENCE CORNER.  TO
 EQ0821'REACH THE AZIMUTH MARK FROM THE STATION, DRIVE CROSS COUNTRY
 EQ0821'IN A NNW DIRECTION 0.2 MILE TO THE FENCE CORNER AND THE AZIMUTH
 EQ0821'MARK.
 EQ0821'
 EQ0821'HEIGHT OF LIGHT ABOVE STATION MARK - 3.1 METERS.
 EQ0821
 EQ0821                          STATION RECOVERY (1950)
 EQ0821
 EQ0821'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1950
 EQ0821'RECOVERED BY USGS IN 1950.
 EQ0821
 EQ0821                          STATION RECOVERY (1954)
 EQ0821
 EQ0821'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (WRH)
 EQ0821'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 EQ0821'IN GOOD CONDITION.  A COMPLETE DESCRIPTION FOLLOWS.
 EQ0821'
 EQ0821'THE STATION IS LOCATED AIRLINE, ABOUT 10 MILES EAST OF THE RIO
 EQ0821'GRANDE RIVER, ABOUT 20 MILES SOUTH-SOUTHEAST OF ALBUQUERQUE,
 EQ0821'ABOUT 17 MILES NORTHEAST OF BELEN, ABOUT 12 MILES SOUTHEAST
 EQ0821'OF ISLETA AND ABOUT 12 MILES EAST OF LOS LUNAS ON A SLOPING
 EQ0821'MESA.
 EQ0821'
 EQ0821'THE STATION IS A STANDARD DISK STAMPED LOLITO 1946 SET IN TOP
 EQ0821'OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS ABOUT 3
 EQ0821'INCHES ABOVE THE GROUND.  IT IS 0.3 MILE SOUTHWEST OF A FENCE
 EQ0821'CORNER, 0.2 MILE SOUTH-SOUTHEAST OF A FENCE CORNER, 0.05 MILE
 EQ0821'NORTHEAST OF A FENCE CORNER AND 10 FEET EAST OF A WHITE WITNESS
 EQ0821'POST.
 EQ0821'
 EQ0821'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED LOLITO
 EQ0821'NO 1 1946 SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH
 EQ0821'PROJECTS ABOUT 3 INCHES ABOVE THE GROUND AND IS ABOUT THE SAME
 EQ0821'ELEVATION AS THE STATION.
 EQ0821'
 EQ0821'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED LOLITO
 EQ0821'NO 2 1946 SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 EQ0821'WHICH PROJECTS ABOUT 2 INCHES ABOVE THE GROUND AND IS ABOUT
 EQ0821'THE SAME ELEVATION AS THE STATION.
 EQ0821'
 EQ0821'THE AZIMUTH MARK IS A STANDARD DISK STAMPED LOLITO 1946 SET
 EQ0821'IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 EQ0821'ABOUT 3 INCHES ABOVE THE GROUND.  IT IS 20 FEET SOUTHEAST OF
 EQ0821'A FENCE CORNER.
 EQ0821'
 EQ0821'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 85
 EQ0821'AND STATE HIGHWAY 6 IN LOS LUNAS, GO EASTERLY, CROSSING OVER
 EQ0821'THE RAILROAD TRACKS, AND FOLLOW THE PAVED ROAD FOR 1.7 MILES.
 EQ0821'TAKE THE LEFT FORK AND CONTINUE EASTERLY FOR 0.7 MILE TO A
 EQ0821'JUNCTION WITH STATE HIGHWAY 47.  CONTINUE NORTHERLY ON STATE
 EQ0821'HIGHWAY 47 FOR 0.55 MILE.  TURN RIGHT OFF THE HIGHWAY AND FOLLOW
 EQ0821'THE DIRT SIDE ROAD EASTERLY FOR 0.45 MILE TO A SIDE ROAD,
 EQ0821'RIGHT.  CONTINUE STRAIGHT AHEAD FOR 0.05 MILE.  TAKE THE RIGHT
 EQ0821'FORK AND GO EASTERLY FOR 1.9 MILES TO A BEACON ON THE LEFT
 EQ0821'NEAR THE TOP OF THE MESA.  CONTINUE EASTERLY ON THE MAIN
 EQ0821'TRAVELED ROAD FOR 1.5 MILES.  TAKE THE RIGHT FORK AND
 EQ0821'CONTINUE EASTERLY FOR 0.35 MILE.  TAKE THE LEFT FORK AND
 EQ0821'FOLLOW THE TRACK ROAD ALONG THE NORTH SIDE OF A
 EQ0821'FENCE LINE FOR 2.2 MILES TO A WIRE GATE AT AN OLD
 EQ0821'WINDMILL AND CORRAL.  TURN RIGHT, PASS THROUGH THE GATE,
 EQ0821'THEN TURN LEFT AND GO EASTERLY ON A TRACK ROAD FOR 3.6
 EQ0821'MILES TO A NORTH-SOUTH TRACK ROAD.  TURN RIGHT AND GO
 EQ0821'SOUTH ON THE TRACK ROAD FOR 0.7 MILE.  TURN LEFT OFF THE
 EQ0821'TRACK ROAD AND GO EAST-SOUTHEASTERLY ACROSS COUNTRY FOR 0.1
 EQ0821'MILE TO A FENCE CORNER AND THE AZIMUTH MARK.  TURN RIGHT AND GO
 EQ0821'SOUTH ALONG THE WEST SIDE OF THE FENCE LINE FOR 0.2 MILE AND
 EQ0821'THE END OF TRUCK TRAVEL.  PASS THROUGH THE FENCE LINE AND
 EQ0821'PACK EASTERLY FOR ABOUT 100 YARDS TO A WHITE WITNESS POST AND
 EQ0821'THE STATION.
 EQ0821'
 EQ0821'HEIGHT OF STAND.  2.4 M.
 EQ0821'
 EQ0821'HEIGHT OF LIGHT ABOVE STATION MARK-3.1 METERS
 EQ0821
 EQ0821                          STATION RECOVERY (1961)
 EQ0821
 EQ0821'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1961 (HFM)
 EQ0821'STATION AND REFERENCE MARKS FOUND IN GOOD CONDITION.
 EQ0821
 EQ0821                          STATION RECOVERY (1968)
 EQ0821
 EQ0821'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JCC)
 EQ0821'THE STATION MARK, REFERENCE MARKS AND THE AZIMUTH MARK WERE
 EQ0821'RECOVERED IN GOOD CONDITION.  THE STATION WAS NOT OCCUPIED
 EQ0821'SO THERE WILL BE NO DISTANCES AND DIRECTIONS SHOWN.
 EQ0821'
 EQ0821'DUE TO THE CHANGE OF ROADS IN THE AREA, A NEW TO REACH FOR
 EQ0821'THE STATION FOLLOWS.
 EQ0821'
 EQ0821'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 85
 EQ0821'AND STATE HIGHWAYS 6 AND 49 IN LOS LUNAS, GO EAST ON HIGHWAY
 EQ0821'49 (MAIN STREET) FOR 1.6 MILES TO A CROSSROAD WHERE THE MAIN
 EQ0821'ROAD CURVES TO THE LEFT.  TURN RIGHT AND GO SOUTH AND EAST
 EQ0821'ON A BLACKTOP ROAD (STATE HIGHWAY 263) FOR 0.7 MILE TO A
 EQ0821'CROSSROAD AND INTERSECTION WITH STATE HIGHWAY 47.  CONTINUE
 EQ0821'STRAIGHT AHEAD, EAST ON HIGHWAY 263 FOR 1.5 MILES TO A FORK
 EQ0821'AND SIGN MEADOW LAKE WAY.  (MAIN ROAD CURVES TO THE RIGHT.)
 EQ0821'CONTINUE STRAIGHT AHEAD, LEFT FORK, AND GO EAST ON A BLACKTOP
 EQ0821'ROAD FOR 0.1 MILE TO A GATE AT THE EAST SIDE OF A CANAL.
 EQ0821'PASS THROUGH THE GATE, BEAR LEFT, GO NORTHEAST UPHILL AND
 EQ0821'THEN EAST ON THE BLACKTOP ROAD ACROSS TOP OF MESA FOR 7.85
 EQ0821'MILES TO MEADOW LAKE ESTATES OFFICE ON THE RIGHT.  STOP
 EQ0821'AT OFFICE AND GET PERMISSION FOR ENTRY.  FROM THE OFFICE
 EQ0821'CONTINUE STRAIGHT AHEAD ON THE BLACKTOP ROAD FOR 0.45 MILE
 EQ0821'TO NAVAJO LANE ON THE RIGHT.  TURN RIGHT AND GO SOUTH ON
 EQ0821'NAVAJO LANE (GRAVELED STREET), PASSING MOBILE HOMES, FOR
 EQ0821'0.25 MILE.  FROM THIS POINT TURN LEFT, OFF ROAD, AND GO CROSS
 EQ0821'COUNTRY FOR 0.1 MILE TO A FENCE CORNER AND THE AZIMUTH
 EQ0821'MARK APPROXIMATELY 18 FEET SOUTHEAST OF THE FENCE CORNER.  TURN
 EQ0821'RIGHT AND GO SOUTH ALONG THE WEST SIDE OF THE FENCE FOR 0.2
 EQ0821'MILE.  THE STATION IS APPROXIMATELY 100 YARDS EAST OF THE
 EQ0821'FENCE.
 EQ0821'
 EQ0821'NOTE--THE PROPERTY WHICH THE STATION IS ON IS OWNED BY MR.
 EQ0821'ANDRES CORDOVA WHO LIVES ON LOS LENTES AVE., IN THE SMALL
 EQ0821'SETTLEMENT OF LOS LENTES.  LOS LENTES JOINS THE NORTH SIDE OF
 EQ0821'LOS LUNAS.
 EQ0821'
 EQ0821'THE PROPERTY ON THE WEST SIDE OF THE FENCE MENTIONED IN THE
 EQ0821'DESCRIPTION ABOVE IS OWNED BY MEADOW LAKE ESTATES.  THIS
 EQ0821'PROPERTY IS NOW BEING SOLD FOR HOUSE AND MOBILE HOME LIVING.
 EQ0821'A NUMBER OF THESE LOTS ARE ALREADY BEING OCCUPIED SO AREA MAY
 EQ0821'CHANGE SLIGHTLY IN THE NEAR FUTURE BUT ACCESS TO THE STATION
 EQ0821'SHOULD NOT CHANGE TOO MUCH.
 EQ0821'
 EQ0821'PERMISSION TO EITHER LET THE FENCE DOWN OR BUILD A GATE MUST
 EQ0821'BE OBTAINED FROM ONE OF THE ABOVE OWNERS.
 EQ0821'
 EQ0821'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--12 MILES
 EQ0821'EAST OF LOS LUNAS
 EQ0821
 EQ0821                          STATION RECOVERY (1968)
 EQ0821
 EQ0821'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (HWK)
 EQ0821'ALL OF THESE MARKS WERE RECOVERED AND ALL OF THESE MARKS WERE
 EQ0821'FOUND TO BE IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0741 ***********************************************************************
 EQ0741  DESIGNATION -  LOMA
 EQ0741  PID         -  EQ0741
 EQ0741  STATE/COUNTY-  NM/SOCORRO
 EQ0741  USGS QUAD   -  SIERRA LARGA SOUTH (1972)
 EQ0741
 EQ0741                         *CURRENT SURVEY CONTROL
 EQ0741  ___________________________________________________________________
 EQ0741* NAD 83(1992)-  34 04 10.04818(N)    106 34 07.96939(W)     ADJUSTED  
 EQ0741* NAVD 88     -      1995.0    (meters)    6545.     (feet)  VERTCON   
 EQ0741  ___________________________________________________________________
 EQ0741  LAPLACE CORR-           2.74  (seconds)                    DEFLEC99
 EQ0741  GEOID HEIGHT-         -21.34  (meters)                     GEOID03
 EQ0741
 EQ0741  HORZ ORDER  -  FIRST
 EQ0741
 EQ0741.The horizontal coordinates were established by classical geodetic methods
 EQ0741.and adjusted by the National Geodetic Survey in December 1993..
 EQ0741
 EQ0741.The NAVD 88 height was computed by applying the VERTCON shift value to
 EQ0741.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EQ0741
 EQ0741.The Laplace correction was computed from DEFLEC99 derived deflections.
 EQ0741
 EQ0741.The geoid height was determined by GEOID03.
 EQ0741
 EQ0741;                    North         East     Units Scale Factor Converg.
 EQ0741;SPC NM C     -   340,403.434   470,567.190   MT  0.99991068   -0 10 43.1
 EQ0741;SPC NM C     - 1,116,806.93  1,543,852.52   sFT  0.99991068   -0 10 43.1
 EQ0741;UTM  13      - 3,770,967.887   355,228.534   MT  0.99985836   -0 52 44.5
 EQ0741
 EQ0741!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EQ0741!SPC NM C     -   0.99969027  x   0.99991068  =   0.99960098
 EQ0741!UTM  13      -   0.99969027  x   0.99985836  =   0.99954867
 EQ0741
 EQ0741:                Primary Azimuth Mark                     Grid Az
 EQ0741:SPC NM C     -  HOLCOMB                                  037 03 40.0
 EQ0741:UTM  13      -  HOLCOMB                                  037 45 41.4
 EQ0741
 EQ0741|---------------------------------------------------------------------|
 EQ0741| PID    Reference Object                     Distance      Geod. Az  |
 EQ0741|                                                           dddmmss.s |
 EQ0741| EQ0740 HOLCOMB                             APPROX. 1.5 KM 0365256.9 |
 EQ0741| CD3127 LOMA RM 1                            17.995 METERS 26803     |
 EQ0741| CD3128 LOMA RM 2                            12.369 METERS 35014     |
 EQ0741|---------------------------------------------------------------------|
 EQ0741
 EQ0741                          SUPERSEDED SURVEY CONTROL
 EQ0741
 EQ0741  NAD 83(1986)-  34 04 10.05518(N)    106 34 07.97129(W) AD(       ) 1
 EQ0741  NAD 27      -  34 04 09.81030(N)    106 34 05.91330(W) AD(       ) 1
 EQ0741  NGVD 29 (07/19/86) 1994.2    (m)         6543.     (f) VERT ANG       
 EQ0741
 EQ0741.Superseded values are not recommended for survey control.
 EQ0741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0741.See file dsdata.txt to determine how the superseded data were derived.
 EQ0741
 EQ0741_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT5522970968(NAD 83)
 EQ0741_MARKER: DS = TRIANGULATION STATION DISK
 EQ0741_SETTING: 80 = SET IN A BOULDER
 EQ0741_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 EQ0741
 EQ0741  HISTORY     - Date     Condition        Report By
 EQ0741  HISTORY     - 1952     MONUMENTED       USAF
 EQ0741  HISTORY     - 1965     GOOD             CGS
 EQ0741
 EQ0741                          STATION DESCRIPTION
 EQ0741
 EQ0741'DESCRIBED BY US AIR FORCE 1952 (RLE)
 EQ0741'THE STATION IS LOCATED ABOUT 20 MILES EAST OF SOCORRO, 1 MILE
 EQ0741'SOUTH OF BLACK MOUNTAIN, 23 FEET NORTHEAST OF A ROCK CAIRN
 EQ0741'ABOUT 3 FEET HIGH AND 10 FEET SOUTHWEST OF A POINT WHERE THE BANK
 EQ0741'DROPS OFF TO THE NORTHEAST.  THE STATION MARK IS A HOLLOMAN
 EQ0741'AIR FORCE BASE DISK SET IN A DRILL HOLE IN A BOULDER AT THE
 EQ0741'SUMMIT OF THE HILL.  IT PROJECTS 2 INCHES AND IS STAMPED LOMA
 EQ0741'HAFB 1949 INST.
 EQ0741'
 EQ0741'REFERENCE MARK NO. 1 IS 27 FEET WEST OF A TREE ABOUT 6 INCHES
 EQ0741'IN DIAMETER, 2 FEET EAST OF A CAIRN ABOUT 3 FEET HIGH AND IT
 EQ0741'IS ABOUT 6 FEET LOWER THAN THE STATION.  IT IS STAMPED LOMA NO
 EQ0741'1 1952.
 EQ0741'
 EQ0741'REFERENCE MARK NO. 2 IS 10 FEET SOUTH OF A POINT WHERE THE HILL
 EQ0741'DROPS OFF TO THE NORTH AND 2 FEET SOUTH OF A CAIRN ABOUT 3
 EQ0741'FEET HIGH.  IT IS STAMPED LOMA NO 2 1952 AND IT IS THE SAME
 EQ0741'ELEVATION AS THE STATION.
 EQ0741'
 EQ0741'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 67.00 FEET.
 EQ0741'
 EQ0741'TRIANGULATION STATION HOLCOMB 1934 SERVED AS AN AZIMUTH MARK
 EQ0741'FOR THIS STATION.
 EQ0741'
 EQ0741'TO REACH THE STATION FROM THE POST OFFICE IN BINGHAM GO WEST ON
 EQ0741'U.S. HIGHWAY 380 FOR 16 MILES TO THE CARTHAGE STORE ON THE
 EQ0741'LEFT, CONTINUE WEST ON THE HIGHWAY FOR 1.6 MILES TO A T ROAD
 EQ0741'RIGHT.  TURN RIGHT, CROSSING THE OLD HIGHWAY IN ABOUT 200
 EQ0741'FEET, AND GO NORTH ON THE MAIN TRAVELED ROAD FOR 5.8 MILES TO
 EQ0741'A GATE, CONTINUE THROUGH THE GATE AND GO NORTH 0.6 MILE TO A
 EQ0741'FORK.  TAKE RIGHT FORK AND GO NORTH NORTHEAST FOR 1.5 MILES TO
 EQ0741'A FORK, KEEP THE LEFT FORK AND CONTINUE FOR 1.0 MILE TO
 EQ0741'ANOTHER FORK JUST PAST AN OLD FIREPLACE.  TAKE RIGHT FORK AND
 EQ0741'GO 0.2 MILE TO A FORK, TAKE LEFT FORK AND KEEP MAIN ROAD
 EQ0741'FOR 1.1 MILES TO A GATE.  PASS THROUGH THE GATE AND CONTINUE
 EQ0741'FOR 0.5 MILE TO ANOTHER FORK, TAKE RIGHT FORK (TOWARDS A
 EQ0741'WINDMILL PASSING TO THE RIGHT OF IT) AND GO 0.6 MILE TO A
 EQ0741'FORK AND A WIRE GATE ON THE LEFT.  TURN LEFT THROUGH THE
 EQ0741'GATE AND TAKE DIM TRACK ROAD FOR 1.0 MILE TO A GATE.  PASS
 EQ0741'THROUGH THE GATE AND CONTINUE 0.8 MILE TO A FORK, TAKE LEFT
 EQ0741'FORK AND CONTINUE ON MAIN ROAD FOR 0.5 MILE TO A GATE, PASS
 EQ0741'THROUGH THE GATE AND CONTINUE ON TRACK ROAD FOR 1.9 MILES
 EQ0741'TO A FORK, TAKE RIGHT FORK AND CONTINUE 0.4 MILE TO A
 EQ0741'SMALL ARROW SIGN LOMA PEAK.  BEAR LEFT ON TRACK ROAD (IN AN
 EQ0741'OLD CREEK BED) FOR 0.05 MILE.  THENCE BEAR RIGHT UP A DIM
 EQ0741'TRACK ROAD AND GO 0.6 MILE TO A FENCE.  LAY FENCE DOWN AND
 EQ0741'CONTINUE FOR 0.3 MILE TO ANOTHER FENCE, LAY FENCE DOWN AND
 EQ0741'CONTINUE UP THE HILL FOR ABOUT 300 YARDS TO THE HIGHEST POINT
 EQ0741'AND THE STATION AS DESCRIBED.
 EQ0741
 EQ0741                          STATION RECOVERY (1965)
 EQ0741
 EQ0741'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (WRH)
 EQ0741'THE STATION MARK, REFERENCE MARK NO. 1, AND REFERENCE MARK
 EQ0741'NO. 2 WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 EQ0741'TRIANGULATION STATION HOLCOMB 1934 SERVES AS THE AZIMUTH
 EQ0741'MARK BUT IT WAS NOT VISITED.
 EQ0741'
 EQ0741'A NEW AND COMPLETE DESCRIPTION FOLLOWS--
 EQ0741'
 EQ0741'STATION IS LOCATED ABOUT 20 MILES EAST OF SOCORRO AND 1 MILE
 EQ0741'SOUTH OF BLACK MOUNTAIN.
 EQ0741'
 EQ0741'STATION MARK IS A HOLLOMAN AFB DISK SET IN A DRILL HOLE IN
 EQ0741'A BOULDER 31 FEET EAST OF A STEEL TOWER AND 10 FEET SOUTHWEST
 EQ0741'OF A POINT WHERE THE HILL DROPS OFF SHARPLY TO THE NORTHEAST.
 EQ0741'IT IS STAMPED LOMA HAFB INST 1949 AND PROJECTS 2 INCHES.
 EQ0741'
 EQ0741'REFERENCE MARK NO. 1 IS 27 FEET WEST OF THE LARGE STEEL TOWER
 EQ0741'AND ABOUT 6 FEET LOWER IN ELEVATION THAN THE STATION.  IT IS
 EQ0741'STAMPED LOMA NO 1 1952.
 EQ0741'
 EQ0741'REFERENCE MARK NO. 2 IS 48 FEET FROM THE CENTER OF A LARGE
 EQ0741'STEEL TOWER IN A NORTHEASTERLY DIRECTION, 10 FEET SOUTH OF
 EQ0741'A POINT WHERE THE HILL DROPS OFF TO THE NORTH, AND IS ABOUT
 EQ0741'THE SAME ELEVATION AS THE STATION.  IT IS STAMPED LOMA NO
 EQ0741'2 1952.
 EQ0741'
 EQ0741'TRIANGULATION STATION HOLCOMB 1934 SERVES AS THE AZIMUTH MARK
 EQ0741'FOR THIS STATION.
 EQ0741'
 EQ0741'TO REACH THE STATION FROM THE POST OFFICE IN BINGHAM, GO WEST
 EQ0741'ON U.S. HIGHWAY 380 FOR 16 MILES TO THE CARTHAGE STORE ON
 EQ0741'THE LEFT, CONTINUE WEST ON HIGHWAY 380 FOR 1.6 MILES TO A
 EQ0741'T-ROAD RIGHT, (WSMR ROUTE 5), TURN RIGHT AND CONTINUE IN
 EQ0741'A NORTHERLY DIRECTION 0.1 MILE TO A CATTLE GUARD, PASS THROUGH
 EQ0741'CATTLE GUARD AND CONTINUE IN A NORTHERLY DIRECTION FOR 5.6
 EQ0741'MILES TO A CATTLE GUARD, PASS THROUGH CATTLE GUARD AND CONTINUE
 EQ0741'NORTHERLY 0.7 MILE TO A FORK, KEEP RIGHT FORK AND CONTINUE
 EQ0741'ON WSMR ROUTE 18 IN A NORTHEASTERLY DIRECTION 0.3 MILE TO A
 EQ0741'CATTLE GUARD, PASS THROUGH CATTLE GUARD AND CONTINUE IN A
 EQ0741'NORTHEASTERLY DIRECTION 1.4 MILES TO A FORK, KEEP LEFT FORK
 EQ0741'AND CONTINUE ON WSMR ROUTE 3607 IN A NORTHERLY DIRECTION
 EQ0741'1.7 MILE TO A CORRAL AND WINDMILL, CONTINUE IN A NORTHERLY
 EQ0741'DIRECTION 2.1 MILES TO A CATTLE GUARD, PASS THROUGH CATTLE
 EQ0741'GUARD AND CONTINUE IN A NORTHERLY DIRECTION 1.4 MILES TO
 EQ0741'A CATTLE GUARD AND RANCH, PASS THROUGH RANCH YARD AND
 EQ0741'THROUGH CATTLE GUARD AND CONTINUE IN A NORTHERLY DIRECTION
 EQ0741'ON WSMR ROUTE 3607 FOR 0.5 MILE TO A FORK, KEEP LEFT
 EQ0741'FORK AND CONTINUE IN A NORTHERLY DIRECTION 0.2 MILE TO
 EQ0741'A WASH AND FORK, KEEP RIGHT FORK AND CONTINUE EASTERLY 0.3
 EQ0741'MILE TO A GATE, PASS THROUGH GATE AND CONTINUE
 EQ0741'NORTHEASTERLY 0.3 MILE TO A GATE, CONTINUE NORTHERLY 3.4
 EQ0741'MILES TO AN ARROYO AND A TRACK TRAIL IN THE BOTTOM OF IT
 EQ0741'TO THE RIGHT, TURN RIGHT ONTO TRACK TRAIL ABOUT 0.1 MILE TO
 EQ0741'A GULLY ON THE LEFT, TURN LEFT INTO GULLY UP AND OUT OF
 EQ0741'ARROYO, FOLLOW TRACK TRAIL IN A NORTHEASTERLY DIRECTION
 EQ0741'1.1 MILE TO A FENCE AND GATE, PASS THROUGH GATE AND
 EQ0741'CONTINUE NORTHEASTERLY ON TRACK TRAIL 0.3 MILE INTO A
 EQ0741'SMALL ARROYO, TURN LEFT UP ARROYO 150 FEET TO A FORK, TAKE
 EQ0741'RIGHT FORK OUT OF ARROYO AND FOLLOW TRACK TRAIL 0.4 MILE TO A
 EQ0741'GATE, PASS THROUGH GATE AND FOLLOW TRACK TRAIL 0.2 MILE TO
 EQ0741'A FENCE, LET FENCE DOWN AND PASS OVER AND FOLLOW TRACK TRAIL
 EQ0741'0.3 MILE TO A FENCE, LET FENCE DOWN AND PASS OVER 0.1 MILE
 EQ0741'TO THE TOWER AND STATION MARK AS DESCRIBED.
 EQ0741'
 EQ0741'HEIGHT OF LIGHT ABOVE STATION MARK 1.3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ1056 ***********************************************************************
 EQ1056  DESIGNATION -  LOMA
 EQ1056  PID         -  EQ1056
 EQ1056  STATE/COUNTY-  NM/VALENCIA
 EQ1056  USGS QUAD   -  CROW POINT (1961)
 EQ1056
 EQ1056                         *CURRENT SURVEY CONTROL
 EQ1056  ___________________________________________________________________
 EQ1056* NAD 83(1992)-  34 57 33.80696(N)    107 44 53.60956(W)     ADJUSTED  
 EQ1056* NAVD 88     -      2509.2    (meters)    8232.     (feet)  VERTCON   
 EQ1056  ___________________________________________________________________
 EQ1056  LAPLACE CORR-          -1.68  (seconds)                    DEFLEC99
 EQ1056  GEOID HEIGHT-         -20.72  (meters)                     GEOID03
 EQ1056
 EQ1056  HORZ ORDER  -  FIRST
 EQ1056
 EQ1056.The horizontal coordinates were established by classical geodetic methods
 EQ1056.and adjusted by the National Geodetic Survey in December 1993..
 EQ1056
 EQ1056.The NAVD 88 height was computed by applying the VERTCON shift value to
 EQ1056.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EQ1056
 EQ1056.The Laplace correction was computed from DEFLEC99 derived deflections.
 EQ1056
 EQ1056.The geoid height was determined by GEOID03.
 EQ1056
 EQ1056;                    North         East     Units Scale Factor Converg.
 EQ1056;SPC NM C     -   440,094.689   363,170.540   MT  1.00013068   -0 51 31.0
 EQ1056;SPC NM C     - 1,443,877.33  1,191,502.01   sFT  1.00013068   -0 51 31.0
 EQ1056;UTM  13      - 3,871,989.628   249,062.791   MT  1.00037615   -1 34 32.0
 EQ1056
 EQ1056!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EQ1056!SPC NM C     -   0.99960954  x   1.00013068  =   0.99974017
 EQ1056!UTM  13      -   0.99960954  x   1.00037615  =   0.99998554
 EQ1056
 EQ1056:                Primary Azimuth Mark                     Grid Az
 EQ1056:SPC NM C     -  MCCARTYS ATSFRR LARGE TANK               036 23 19.7
 EQ1056:UTM  13      -  MCCARTYS ATSFRR LARGE TANK               037 06 20.7
 EQ1056
 EQ1056|---------------------------------------------------------------------|
 EQ1056| PID    Reference Object                     Distance      Geod. Az  |
 EQ1056|                                                           dddmmss.s |
 EQ1056| FO1624 MCCARTYS ATSFRR LARGE TANK          APPROX.14.3 KM 0353148.7 |
 EQ1056| FO1616 SAN FIDEL PARISH HOUSE BELFRY       APPROX.19.7 KM 0440805.0 |
 EQ1056| CD3125 LOMA RM 1                             6.857 METERS 17927     |
 EQ1056| CD3126 LOMA RM 2                             7.820 METERS 31145     |
 EQ1056| FO1634 GRANTS RAILROAD TANK                APPROX.23.0 KM 3361740.9 |
 EQ1056| FO1635 GRANTS ATSFRR LOADING CHUTE         APPROX.23.0 KM 3362431.9 |
 EQ1056| CD3124 LOMA AZ MK                                         3382530.7 |
 EQ1056|---------------------------------------------------------------------|
 EQ1056
 EQ1056                          SUPERSEDED SURVEY CONTROL
 EQ1056
 EQ1056  NAD 83(1986)-  34 57 33.80881(N)    107 44 53.61141(W) AD(       ) 1
 EQ1056  NAD 27      -  34 57 33.65154(N)    107 44 51.41743(W) AD(       ) 1
 EQ1056  NGVD 29 (07/19/86) 2508.1    (m)         8229.     (f) VERT ANG       
 EQ1056
 EQ1056.Superseded values are not recommended for survey control.
 EQ1056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ1056.See file dsdata.txt to determine how the superseded data were derived.
 EQ1056
 EQ1056_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBU4906371990(NAD 83)
 EQ1056_MARKER: DS = TRIANGULATION STATION DISK
 EQ1056_SETTING: 66 = SET IN ROCK OUTCROP
 EQ1056_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EQ1056
 EQ1056  HISTORY     - Date     Condition        Report By
 EQ1056  HISTORY     - 1945     MONUMENTED       CGS
 EQ1056  HISTORY     - 1959     GOOD             USGS
 EQ1056
 EQ1056                          STATION DESCRIPTION
 EQ1056
 EQ1056'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (RAM)
 EQ1056'STATION IS LOCATED ABOUT 14 MILES (AIR LINE) SSE OF GRANTS,
 EQ1056'11 MILES WNW OF ACOMA PUEBLO, AND 8 MILES SSW OF MC CARTYS.
 EQ1056'IT IS ON A LOW PEAK ON THE PUTNEY MESA WHICH IS THE HIGHEST
 EQ1056'PEAK ON THAT MESA.  THAT MESA IS THE SECOND MESA VISIBLE
 EQ1056'TO THE SSE FROM GRANTS.
 EQ1056'
 EQ1056'TO REACH THE STATION FROM THE INDIAN DAY SCHOOL IN MC CARTYS,
 EQ1056'GO S ON THE GRADED ROAD WHICH ASCENDS TO THE TOP OF THE MESA.
 EQ1056'GO 1.9 MILES TO A FORK, TAKE THE RIGHT FORK (STRAIGHT AHEAD)
 EQ1056'TO ANOTHER FORK.  TAKE THE LEFT FORK (STRAIGHT AHEAD) AND GO 1.2
 EQ1056'MILES TO A FORK.  TAKE THE RIGHT FORK (MAIN ROAD) AND GO
 EQ1056'0.35 MILE TO FORK.  TAKE THE RIGHT FORK (MAIN ROAD) AND GO
 EQ1056'0.45 MILE TO A FORK.  TAKE THE RIGHT FORK (MAIN ROAD) AND
 EQ1056'GO 0.2 MILE TO A FORK.  TAKE THE LEFT FORK AND GO 0.3 MILE
 EQ1056'TO A FORK.  TAKE THE LEFT FORK AND GO 0.5 MILE TO A WINDMILL.
 EQ1056'TURN RIGHT AROUND THE WINDMILL AND TANK.  HEAD FOR THE MESA
 EQ1056'TO THE WSW.  GO 0.2 MILE TO A FORK.  TAKE THE LEFT FORK AND
 EQ1056'GO 0.7 MILE TO A FORK.  TAKE THE RIGHT FORK AND GO 0.1
 EQ1056'MILE TO A FORK.  TAKE THE LEFT FORK AND GO 0.1 MILE TO A
 EQ1056'FORK.  TAKE A RIGHT FORK AND GO 0.05 MILE TO A FORK, TAKE
 EQ1056'THE LEFT FORK AND GO 0.05 MILE TO A FORK.  TAKE THE LEFT
 EQ1056'FORK AND FOLLOW THE MAIN TRACKS TOWARD THE MESA, GO 1.5 MILES.
 EQ1056'FROM HERE A TRUCK WITH COMPOUND GEARS AND HIGH
 EQ1056'CLEARANCE IS NECESSARY.  CONTINUE FOR 1.1 MILES TO THE END
 EQ1056'OF TRUCK TRAVEL AT A LOG CABIN.  FROM HERE A TRAIL LEADS
 EQ1056'UP THE EDGE OF THE MESA.  FOR THE LATTER PART OF THE
 EQ1056'TRUCK TRAVEL SECTIONS OF THIS TRAIL MAY BE SEEN.  FROM
 EQ1056'THE CABIN FOLLOW THE TRAIL TO THE TOP OF THE MESA.  FROM HERE
 EQ1056'THE STATION HILL MAY BE SEEN TO THE SW.  PACK TO THE TOP
 EQ1056'OF THE HILL AND STATION.  IT IS A PACK OF 1/2 HOUR FROM
 EQ1056'THE CABIN TO THE STATION.
 EQ1056'
 EQ1056'STATION IS LOCATED ON THE HIGHEST POINT OF A WOODED HILL.
 EQ1056'IT IS MARKED BY A BRONZE STATION DISK CEMENTED IN A DRILL
 EQ1056'HOLE IN BEDROCK AND IS STAMPED LOMA 1945.
 EQ1056'
 EQ1056'REFERENCE MARK 1 IS S OF THE STATION AND ABOUT 1 FOOT HIGHER.
 EQ1056'IT IS A BRONZE REFERENCE DISK STAMPED LOMA NO 1 1945 AND
 EQ1056'CEMENTED IN A DRILL HOLE IN A BOULDER WHICH PROJECTS 2-1/2 FEET
 EQ1056'ABOVE THE GROUND.
 EQ1056'
 EQ1056'REFERENCE MARK 2 IS NW OF THE STATION AND AT ABOUT THE SAME
 EQ1056'LEVEL.  IT IS A BRONZE REFERENCE DISK STAMPED LOMA NO 2 1945
 EQ1056'AND CEMENTED IN A DRILL HOLE IN A BOULDER WHICH PROJECTS
 EQ1056'2 FEET ABOVE THE GROUND.
 EQ1056'
 EQ1056'AZIMUTH MARK IS LOCATED 3/4 MILE NNW OF THE STATION, 8 FEET
 EQ1056'S OF THE EDGE OF A CLIFF (ON THE EDGE OF THE MESA), AND 4 FEET
 EQ1056'SW OF A ROCK CAIRN.  IT IS ON THE ONLY PLACE ON THE EDGE OF
 EQ1056'THE MESA WHICH IS VISIBLE FROM THE STATION.  IT IS A BRONZE
 EQ1056'REFERENCE DISK CEMENTED IN DRILL HOLE IN A BOULDER FLUSH
 EQ1056'WITH THE GROUND AND IS STAMPED LOMA AZIMUTH 1945.
 EQ1056
 EQ1056                          STATION RECOVERY (1959)
 EQ1056
 EQ1056'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 EQ1056'RECOVERED BY USGS IN 1959.  STATION FOUND AS DESCRIBED.
 EQ1056'
 EQ1056'STATION MARK--STANDARD DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0758 ***********************************************************************
 FN0758  DESIGNATION -  LOMA
 FN0758  PID         -  FN0758
 FN0758  STATE/COUNTY-  NM/MORA
 FN0758  USGS QUAD   -  LOMA PARDA (1963)
 FN0758
 FN0758                         *CURRENT SURVEY CONTROL
 FN0758  ___________________________________________________________________
 FN0758* NAD 83(1992)-  35 49 38.17224(N)    105 02 51.20222(W)     ADJUSTED  
 FN0758* NAVD 88     -      2093.     (meters)    6867.     (feet)  SCALED    
 FN0758  ___________________________________________________________________
 FN0758  LAPLACE CORR-          -3.57  (seconds)                    DEFLEC99
 FN0758  GEOID HEIGHT-         -18.66  (meters)                     GEOID03
 FN0758
 FN0758  HORZ ORDER  -  THIRD
 FN0758
 FN0758.The horizontal coordinates were established by classical geodetic methods
 FN0758.and adjusted by the National Geodetic Survey in December 1993..
 FN0758
 FN0758.The orthometric height was scaled from a topographic map.
 FN0758
 FN0758.The Laplace correction was computed from DEFLEC99 derived deflections.
 FN0758
 FN0758.The geoid height was determined by GEOID03.
 FN0758
 FN0758;                    North         East     Units Scale Factor Converg.
 FN0758;SPC NM E     -   535,589.449   100,468.235   MT  0.99996039   -0 25 05.1
 FN0758;SPC NM E     - 1,757,179.72    329,619.53   sFT  0.99996039   -0 25 05.1
 FN0758;UTM  13      - 3,964,791.499   495,704.548   MT  0.99960023   -0 01 40.2
 FN0758
 FN0758!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FN0758!SPC NM E     -   0.99967454  x   0.99996039  =   0.99963494
 FN0758!UTM  13      -   0.99967454  x   0.99960023  =   0.99927490
 FN0758
 FN0758                          SUPERSEDED SURVEY CONTROL
 FN0758
 FN0758  NAD 83(1992)-  35 49 38.17890(N)    105 02 51.20294(W) AD(       ) 3
 FN0758
 FN0758.Superseded values are not recommended for survey control.
 FN0758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0758.See file dsdata.txt to determine how the superseded data were derived.
 FN0758
 FN0758_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV9570564791(NAD 83)
 FN0758_MARKER: DS = TRIANGULATION STATION DISK
 FN0758_SETTING: 0 = UNSPECIFIED SETTING
 FN0758_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FN0758
 FN0758  HISTORY     - Date     Condition        Report By
 FN0758  HISTORY     - 1945     MONUMENTED       USGS
 FN0758
 FN0758                          STATION DESCRIPTION
 FN0758
 FN0758'DESCRIBED BY US GEOLOGICAL SURVEY 1945
 FN0758'LOCATED 19.0 MI. (AIRLINE) NNE. OF LAS VEGAS, 2.0 MI. (AIRLINE) SE. OF
 FN0758'LOMA PARDA, ON LAND THAT PROBABLY BELONGS TO STATE, ON W. END OF
 FN0758'RATHER FLAT NE-SW. RIDGE.  THIS RIDGE IS CLEARED ON SW. END BUT NE.
 FN0758'END HAS HEAVY GROWTH OF CEDARS.
 FN0758'
 FN0758'TO REACH FROM WATROUS, GO NE. ON U.S. HIGHWAY 85 FROM SANTA FE
 FN0758'RAILROAD DEPOT 0.4 MI., TURN LEFT AFTER CROSSING SAPELLO RIVER BRIDGE
 FN0758'0.2 MI., THENCE RIGHT, 2.0 MI. TO FORKS OF RD., TAKE LEFT FORK AND
 FN0758'CONTINUE ALONG MAIN RD. 2.8 MI. TO CATTLEGUARD, CROSS CATTLEGUARD AND
 FN0758'TURN RIGHT ON RD. 0.5 MI.  LEAVE RD., TURN LEFT UP RIDGE ABOUT 0.4
 FN0758'MI. TO HIGHEST POINT W. OF N-S. FENCE LINE.  STATION IS ON ROCKY POINT
 FN0758'8 FT. W. OF FENCE LINE.
 FN0758'
 FN0758'STATION MARK--STANDARD BUREAU OF RECLAMATION TABLET
 FN0758'STAMPED---LOMA---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0995 ***********************************************************************
 DR0995  DESIGNATION -  LOMA GRANDE
 DR0995  PID         -  DR0995
 DR0995  STATE/COUNTY-  NM/LINCOLN
 DR0995  USGS QUAD   -  ANGUS (1982)
 DR0995
 DR0995                         *CURRENT SURVEY CONTROL
 DR0995  ___________________________________________________________________
 DR0995* NAD 83(1992)-  33 29 16.61521(N)    105 43 17.64874(W)     ADJUSTED  
 DR0995* NAVD 88     -      2625.9    (meters)    8615.     (feet)  VERTCON   
 DR0995  ___________________________________________________________________
 DR0995  LAPLACE CORR-          -0.83  (seconds)                    DEFLEC99
 DR0995  GEOID HEIGHT-         -19.59  (meters)                     GEOID03
 DR0995
 DR0995  HORZ ORDER  -  THIRD
 DR0995
 DR0995.The horizontal coordinates were established by classical geodetic methods
 DR0995.and adjusted by the National Geodetic Survey in December 1993..
 DR0995
 DR0995.The NAVD 88 height was computed by applying the VERTCON shift value to
 DR0995.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DR0995
 DR0995.The Laplace correction was computed from DEFLEC99 derived deflections.
 DR0995
 DR0995.The geoid height was determined by GEOID03.
 DR0995
 DR0995;                    North         East     Units Scale Factor Converg.
 DR0995;SPC NM C     -   275,988.882   549,105.311   MT  0.99992972   +0 17 29.7
 DR0995;SPC NM C     -   905,473.52  1,801,523.01   sFT  0.99992972   +0 17 29.7
 DR0995;UTM  13      - 3,705,616.008   432,966.800   MT  0.99965540   -0 23 53.3
 DR0995
 DR0995!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR0995!SPC NM C     -   0.99959100  x   0.99992972  =   0.99952075
 DR0995!UTM  13      -   0.99959100  x   0.99965540  =   0.99924654
 DR0995
 DR0995:                Primary Azimuth Mark                     Grid Az
 DR0995:SPC NM C     -  NOGAL                                    277 34 52.6
 DR0995:UTM  13      -  NOGAL                                    278 16 15.6
 DR0995
 DR0995|---------------------------------------------------------------------|
 DR0995| PID    Reference Object                     Distance      Geod. Az  |
 DR0995|                                                           dddmmss.s |
 DR0995| DR1008 NOGAL                               APPROX. 7.7 KM 2775222.3 |
 DR0995|---------------------------------------------------------------------|
 DR0995
 DR0995                          SUPERSEDED SURVEY CONTROL
 DR0995
 DR0995  NAD 83(1986)-  33 29 16.62216(N)    105 43 17.65086(W) AD(       ) 3
 DR0995  NAD 27      -  33 29 16.34146(N)    105 43 15.70378(W) AD(       ) 3
 DR0995  NGVD 29 (07/19/86) 2625.0    (m)         8612.     (f) VERT ANG       
 DR0995
 DR0995.Superseded values are not recommended for survey control.
 DR0995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0995.See file dsdata.txt to determine how the superseded data were derived.
 DR0995
 DR0995_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDT3296705616(NAD 83)
 DR0995
 DR0995  HISTORY     - Date     Condition        Report By
 DR0995  HISTORY     - 1933     MONUMENTED       USGS
 DR0995  HISTORY     - 1973     GOOD             USGS
 DR0995
 DR0995                          STATION DESCRIPTION
 DR0995
 DR0995'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 DR0995'ON THE N. END OF LOMA GRANDE HILL, ABOUT 0.5 MI. E. OF THE HIGHEST
 DR0995'ELEVATION OF THE RD. TO KELLERS RANCH, AT WHICH POINT THE LOMA
 DR0995'GRANDE TRAIL BEGINS.
 DR0995'
 DR0995'STATION MAY BE REACHED FROM CAPITAN, VIA THE MESA RANGER STATION RD.,
 DR0995'THENCE BY THE KELLER RANCH RD. TO ITS HIGHEST ELEVATION, THENCE BY
 DR0995'LOMA GRANDE TRAIL TO STATION.
 DR0995'
 DR0995'STATION MARK--STANDARD TABLET, CEMENTED IN ROCK IN PLACE, AND
 DR0995'STAMPED ---R 1933 LOMA GRANDE---.
 DR0995'
 DR0995'REFERENCE MARK--STANDARD REFERENCE TABLET, CEMENTED IN ROCK IN PLACE,
 DR0995'26.93 FT. FROM STATION, S 69 DEG 16 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1730 ***********************************************************************
 FO1730  DESIGNATION -  LOMITA
 FO1730  PID         -  FO1730
 FO1730  STATE/COUNTY-  NM/SANDOVAL
 FO1730  USGS QUAD   -  SAN FELIPE PUEBLO (1990)
 FO1730
 FO1730                         *CURRENT SURVEY CONTROL
 FO1730  ___________________________________________________________________
 FO1730* NAD 83(1992)-  35 26 35.28240(N)    106 25 56.74948(W)     ADJUSTED  
 FO1730* NAVD 88     -      1621.3    (meters)    5319.     (feet)  VERTCON   
 FO1730  ___________________________________________________________________
 FO1730  LAPLACE CORR-           3.08  (seconds)                    DEFLEC99
 FO1730  GEOID HEIGHT-         -20.71  (meters)                     GEOID03
 FO1730
 FO1730  HORZ ORDER  -  THIRD
 FO1730
 FO1730.The horizontal coordinates were established by classical geodetic methods
 FO1730.and adjusted by the National Geodetic Survey in December 1993..
 FO1730
 FO1730.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1730.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1730
 FO1730.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1730
 FO1730.The geoid height was determined by GEOID03.
 FO1730
 FO1730;                    North         East     Units Scale Factor Converg.
 FO1730;SPC NM C     -   492,747.932   483,438.189   MT  0.99990338   -0 06 20.8
 FO1730;SPC NM C     - 1,616,623.84  1,586,080.13   sFT  0.99990338   -0 06 20.8
 FO1730;UTM  13      - 3,923,129.263   369,992.475   MT  0.99980829   -0 49 50.8
 FO1730
 FO1730!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1730!SPC NM C     -   0.99974883  x   0.99990338  =   0.99965224
 FO1730!UTM  13      -   0.99974883  x   0.99980829  =   0.99955717
 FO1730
 FO1730                          SUPERSEDED SURVEY CONTROL
 FO1730
 FO1730  NAD 83(1992)-  35 26 35.28818(N)    106 25 56.75255(W) AD(       ) 3
 FO1730  NGVD 29 (02/08/93) 1620.4    (m)         5316.     (f) VERT ANG       
 FO1730
 FO1730.Superseded values are not recommended for survey control.
 FO1730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1730.See file dsdata.txt to determine how the superseded data were derived.
 FO1730
 FO1730_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV6999223129(NAD 83)
 FO1730_MARKER: I = METAL ROD
 FO1730_SETTING: 0 = UNSPECIFIED SETTING
 FO1730_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 FO1730
 FO1730  HISTORY     - Date     Condition        Report By
 FO1730  HISTORY     - 1949     MONUMENTED       USGS
 FO1730
 FO1730                          STATION DESCRIPTION
 FO1730
 FO1730'DESCRIBED BY US GEOLOGICAL SURVEY 1949
 FO1730'STATION IS LOCATED ABOUT 10.5 MI. NW. OF BERNALILLO, ON A BUTTE 0.5
 FO1730'MI. NE. OF THE INDIAN VILLAGE, OR PUEBLO, OF SAN FELIPE.
 FO1730'
 FO1730'TO REACH FROM JUNCTION OF U.S. HIGHWAY 85 AND STATE HIGHWAY 44, ABOUT
 FO1730'1.0 MI. N. OF BERNALILLO, GO N. ON U.S. HIGHWAY 85 ABOUT 5.0 MI. TO
 FO1730'ALGODONES POST OFFICE AT AN UNDERPASS, CONTINUE ON HIGHWAY FOR 3.0
 FO1730'MI. TO RD. LEFT TO SAN FELIPE PUEBLO, TURN LEFT AND GO N. ALONG DIRT
 FO1730'RD. (GRADED) FOR 2.7 MI. TO CROSSROADS, GO SLIGHTLY TO RIGHT, MIDDLE
 FO1730'RD., AND GO 0.3 MI. NE., TURN LEFT OFF RD. AND GO 0.1 MI. TO BASE OF
 FO1730'BUTTE.  STATION IS ON E. END OF TOP OF BUTTE, ABOUT 5 MINUTE CLIMB.
 FO1730'
 FO1730'STATION MARK--A 3/4 IN. IRON PIPE, ABOUT 0.2 FT. ABOVE GROUND.  (IT
 FO1730'IS STATION --LOMITA-- OF THE MIDDLE RIO GRANDE CONSERVANCY DISTRICT.)
 FO1730'
 FO1730'REFERENCE MARK NO. 1--STANDARD REFERENCE TABLET, STAMPED---LOMITA
 FO1730'1949---, IN ROCK OUTCROP, ABOUT 5.0 FT. BELOW STATION MARK, 63.6 FT.
 FO1730'W. OF STATION MARK, S 64 DEG 44 MIN E.
 FO1730'
 FO1730'REFERENCE MARK NO. 2--CHISELED ARROW WITH CROSS ON ROCK OUTCROP, ABOUT
 FO1730'3.0 FT. BELOW AND 49.4 FT. NE. OF STATION MARK, S 54 DEG 38 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CV0493 ***********************************************************************
 CV0493  DESIGNATION -  LOMMASSON 2
 CV0493  PID         -  CV0493
 CV0493  STATE/COUNTY-  NM/EDDY
 CV0493  USGS QUAD   -  TOWER HILL SOUTH (1985)
 CV0493
 CV0493                         *CURRENT SURVEY CONTROL
 CV0493  ___________________________________________________________________
 CV0493* NAD 83(1986)-  32 25 22.     (N)    103 55 18.     (W)     SCALED    
 CV0493* NAVD 88     -       986.501  (meters)    3236.55   (feet)  ADJUSTED  
 CV0493  ___________________________________________________________________
 CV0493  GEOID HEIGHT-         -24.38  (meters)                     GEOID03
 CV0493  DYNAMIC HT  -         985.092 (meters)    3231.92  (feet)  COMP
 CV0493  MODELED GRAV-     979,177.5   (mgal)                       NAVD 88
 CV0493
 CV0493  VERT ORDER  -  FIRST     CLASS I
 CV0493
 CV0493.The horizontal coordinates were scaled from a topographic map and have
 CV0493.an estimated accuracy of +/- 6 seconds.
 CV0493
 CV0493.The orthometric height was determined by differential leveling
 CV0493.and adjusted by the National Geodetic Survey in June 1991..
 CV0493
 CV0493.The geoid height was determined by GEOID03.
 CV0493
 CV0493.The dynamic height is computed by dividing the NAVD 88
 CV0493.geopotential number by the normal gravity value computed on the
 CV0493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CV0493.degrees latitude (g = 980.6199 gals.).
 CV0493
 CV0493.The modeled gravity was interpolated from observed gravity values.
 CV0493
 CV0493;                    North         East    Units  Estimated Accuracy
 CV0493;SPC NM E     -   157,820.      203,720.      MT  (+/- 180 meters Scaled)
 CV0493
 CV0493                          SUPERSEDED SURVEY CONTROL
 CV0493
 CV0493  NGVD 29 (??/??/92)  986.015  (m)         3234.95   (f) ADJ UNCH    1 1
 CV0493
 CV0493.Superseded values are not recommended for survey control.
 CV0493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CV0493.See file dsdata.txt to determine how the superseded data were derived.
 CV0493
 CV0493_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFR013878(NAD 83)
 CV0493_MARKER: DB = BENCH MARK DISK
 CV0493_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CV0493_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CV0493_MARK LOGO: USGS  
 CV0493_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CV0493
 CV0493  HISTORY     - Date     Condition        Report By
 CV0493  HISTORY     - UNK      MONUMENTED       USGS
 CV0493  HISTORY     - 1977     GOOD             NGS
 CV0493  HISTORY     - 1981     GOOD             NGS
 CV0493
 CV0493                          STATION DESCRIPTION
 CV0493
 CV0493'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 CV0493'26.0 MI EAST FROM CARLSBAD.
 CV0493'17.2 MILES NORTHEAST ALONG U.S. HIGHWAYS 62 AND 180 FROM THE EAST END
 CV0493'OF THE BATAAN BRIDGE OVER THE PECOS RIVER, THENCE 7.8 MILES SOUTH
 CV0493'ALONG STATE HIGHWAY 31, THENCE 1.0 MILE EAST ALONG A DIRT ROAD,
 CV0493'189.5 FT. SOUTH OF THE CENTER LINE OF THE ROAD, 30 FT. NORTHWEST OF
 CV0493'BENCH MARK N 346 AND THE CENTER OF A LARGE OUTCROP, A DISK WELDED ON
 CV0493'THE TOP OF A PIPE CAP WHICH IS SCREWED ON THE TOP OF A 6-INCH IRON
 CV0493'PIPE WHICH PROJECTS 5.5 FT. ABOVE THE GROUND, THE DEPTH OF THE PIPE
 CV0493'IS UNKNOWN.  THIS IS A TEST WELL.  THE DISK IS STAMPED AS FOLLOWS--
 CV0493'POTASH TEST NEW MEX. P.S.C. CO. LOMMASSON NO. 2 SE-NW-L-22-30 3/20/34.
 CV0493
 CV0493                          STATION RECOVERY (1981)
 CV0493
 CV0493'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CV0493'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0939 ***********************************************************************
 CY0939  DESIGNATION -  LONE
 CY0939  PID         -  CY0939
 CY0939  STATE/COUNTY-  NM/GRANT
 CY0939  USGS QUAD   -  HURLEY WEST (1992)
 CY0939
 CY0939                         *CURRENT SURVEY CONTROL
 CY0939  ___________________________________________________________________
 CY0939* NAD 83(1992)-  32 42 55.71437(N)    108 11 50.81733(W)     ADJUSTED  
 CY0939* NAVD 88     -      1909.3    (meters)    6264.     (feet)  VERTCON   
 CY0939  ___________________________________________________________________
 CY0939  LAPLACE CORR-           3.00  (seconds)                    DEFLEC99
 CY0939  GEOID HEIGHT-         -23.84  (meters)                     GEOID03
 CY0939
 CY0939  HORZ ORDER  -  FIRST
 CY0939
 CY0939.The horizontal coordinates were established by classical geodetic methods
 CY0939.and adjusted by the National Geodetic Survey in December 1993..
 CY0939
 CY0939.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0939.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0939
 CY0939.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY0939
 CY0939.The geoid height was determined by GEOID03.
 CY0939
 CY0939;                    North         East     Units Scale Factor Converg.
 CY0939;SPC NM W     -   190,262.251   795,866.147   MT  0.99993103   -0 11 48.5
 CY0939;SPC NM W     -   624,218.74  2,611,104.18   sFT  0.99993103   -0 11 48.5
 CY0939;UTM  12      - 3,623,219.208   762,683.561   MT  1.00045094   +1 30 56.0
 CY0939
 CY0939!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY0939!SPC NM W     -   0.99970406  x   0.99993103  =   0.99963511
 CY0939!UTM  12      -   0.99970406  x   1.00045094  =   1.00015487
 CY0939
 CY0939:                Primary Azimuth Mark                     Grid Az
 CY0939:SPC NM W     -  FORT BAYARD WATER TANK                   025 14 18.5
 CY0939:UTM  12      -  FORT BAYARD WATER TANK                   023 31 34.0
 CY0939
 CY0939|---------------------------------------------------------------------|
 CY0939| PID    Reference Object                     Distance      Geod. Az  |
 CY0939|                                                           dddmmss.s |
 CY0939| CY0914 FORT BAYARD WATER TANK              APPROX.10.4 KM 0250230.0 |
 CY0939| CY0907 SANTA RITA WATER TOWER              APPROX.15.4 KM 0493012.6 |
 CY0939| CY0924 HURLEY SMOKESTACK                   APPROX. 7.1 KM 1041245.7 |
 CY0939| CX1900 DEMING MUNICIPAL TANK               APPROX.63.9 KM 1403808.9 |
 CY0939| CC6859 LONE RM 1                             7.749 METERS 17244     |
 CY0939| CC6860 LONE RM 2                             5.291 METERS 25135     |
 CY0939| CY0964 SILVER CITY CATH CH WEST SPIRE      APPROX. 9.9 KM 3090519.0 |
 CY0939| CY0959 SILVER CITY CATH CH EAST SPIRE      APPROX. 9.9 KM 3090743.3 |
 CY0939| CY0963 SILVER CITY HIGH SCHOOL CHIM        APPROX.10.5 KM 3101151.2 |
 CY0939| CY0961 SILVER CITY PRESB CH SPIRE          APPROX. 9.9 KM 3102235.2 |
 CY0939| CC6858 LONE AZ MK                                         3374057.5 |
 CY0939| CY0912 T ON HILL                           APPROX.13.3 KM 3384830.3 |
 CY0939|---------------------------------------------------------------------|
 CY0939
 CY0939                          SUPERSEDED SURVEY CONTROL
 CY0939
 CY0939  NAD 83(1986)-  32 42 55.71170(N)    108 11 50.81712(W) AD(       ) 1
 CY0939  NAD 27      -  32 42 55.43601(N)    108 11 48.65350(W) AD(       ) 1
 CY0939  NGVD 29 (07/19/86) 1908.4    (m)         6261.     (f) VERT ANG       
 CY0939
 CY0939.Superseded values are not recommended for survey control.
 CY0939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0939.See file dsdata.txt to determine how the superseded data were derived.
 CY0939
 CY0939_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYB6268423219(NAD 83)
 CY0939_MARKER: DS = TRIANGULATION STATION DISK
 CY0939_SETTING: 66 = SET IN ROCK OUTCROP
 CY0939
 CY0939  HISTORY     - Date     Condition        Report By
 CY0939  HISTORY     - 1936     MONUMENTED       CGS
 CY0939  HISTORY     - 1945     GOOD             CGS
 CY0939
 CY0939                          STATION DESCRIPTION
 CY0939
 CY0939'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (WRP)
 CY0939'ABOUT 6 MILES AIR LINE SE OF SILVER CITY, ON THE HIGHEST PEAK
 CY0939'OF WHAT IS KNOWN LOCALLY AS LONE MOUNTAIN.
 CY0939'
 CY0939'THE STATION AND REFERENCE MARKS ARE BRONZE DISKS SET IN ROCK.
 CY0939'
 CY0939'REFERENCE MARK 1 IS 7.745 METERS (25.41 FEET) FROM THE STATION
 CY0939'S 7 DEG 17 MIN E, AND REFERENCE MARK 2 IS 5.294 METERS
 CY0939'(17.37 FEET) FROM THE STATION S 71 DEG 34 MIN W.
 CY0939'
 CY0939'THE AZIMUTH MARK IS ABOUT 1/4 MILE W OF A GALVANIZED SHEET-IRON
 CY0939'BUILDING, ON THE N BANK OF A WASH, ABOUT 50 FEET ABOVE THE
 CY0939'BED OF THE WASH, 30 YARDS N OF THE POINT WHERE A TRACK ROAD
 CY0939'LEAVES THE WASH AND GOES UP OVER THE S BANK, AND APPROXIMATELY 1
 CY0939'MILE FROM STATION N 22 DEG 19 MIN W.
 CY0939
 CY0939                          STATION RECOVERY (1945)
 CY0939
 CY0939'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (RAM)
 CY0939'THE STATION IS 7 MILES AIR LINE SE OF SILVER CITY AND IS 10-1/2
 CY0939'MILES AIR LINE SW OF SANTA RITA.  IT IS ON THE CENTER PEAK OF
 CY0939'THREE RUNNING E AND W.  THIS PEAK IS THE HIGHEST IN THE VICINITY.
 CY0939'THERE IS A PEAK ALMOST AS HIGH TO THE E AND ONE QUITE A BIT
 CY0939'LOWER TO THE SE.
 CY0939'
 CY0939'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 260 AND STATE
 CY0939'HIGHWAY 180 ABOUT 8 MILES AIR LINE E OF SILVER CITY, GO S ON
 CY0939'U.S. HIGHWAY 260 FOR 3.4 MILES TO A GRADED CROSS ROAD.  HERE
 CY0939'TAKE THE RIGHT FORK W ACROSS THE ATCHISON, TOPEKA AND SANTA
 CY0939'FE RAILWAY TRACKS AND GO 1.8 MILES TO A CATTLE GUARD.  CROSS
 CY0939'THIS AND TURN RIGHT ON A TRACK ROAD ALONG THE W SIDE OF A
 CY0939'FENCE AND GO 0.5 MILE TO A T-INTERSECTION WITH A BLADED ROAD.
 CY0939'HERE TURN LEFT OR W ON THE BLADED ROAD AND GO 0.4 MILE TO A
 CY0939'THREE-WAY FORK.  HERE TAKE THE CENTER FORK AND GO 0.2 MILE TO
 CY0939'A WASH.  CONTINUE STRAIGHT AHEAD ON THE MAIN-TRAVELED ROAD FOR
 CY0939'0.4 MILE TO A WOODEN BRIDGE AND A FORK JUST BEYOND.  HERE
 CY0939'TAKE THE RIGHT FORK AND GO 0.2 MILE TO TOWER 39 ON THE
 CY0939'POWER LINE AND A 10-INCH PIPE PROJECTING 5 FEET ABOVE THE
 CY0939'GROUND.  HERE TAKE A DIM TRACK ROAD, THE LEFT FORK, AND GO 0.5
 CY0939'MILE TO A POINT WHERE THE ROAD TURNS RIGHT OR W.
 CY0939'CONTINUE W FOR 0.1 MILE DOWN INTO THE SADDLE.  CONTINUE W
 CY0939'TOWARD A LOW HILL AND THEN AROUND TO THE N OF IT FOR 0.3
 CY0939'MILE.  HERE THE AZIMUTH MARK IS REACHED BY CONTINUING STRAIGHT
 CY0939'AHEAD ON THE TRACK ROAD.  TO REACH THE STATION, TURN LEFT
 CY0939'OR W OFF THE ROAD HERE AND GO CROSS COUNTRY FOR 0.2 MILE
 CY0939'FIRST W AND THEN S TO THE TOP OF THE LOW HILL AND THEN
 CY0939'S INTO THE SADDLE.  FROM THE SADDLE GO ABOUT 0.1 MILE UP
 CY0939'THE GRADE SW TOWARD THE CENTER ONE OF THREE LOW PEAKS TO
 CY0939'THE END OF TRUCK TRAVEL.  FROM HERE PACK SW TO THE TOP
 CY0939'OF THE CENTER PEAK AND THE STATION.
 CY0939'
 CY0939'THE STATION IS A BRONZE STATION DISK, STAMPED LONE 1936, SET IN
 CY0939'BEDROCK, FLUSH, AND IS 14 FEET NW OF THE HIGHEST POINT OF
 CY0939'THE HILL.
 CY0939'
 CY0939'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK, STAMPED LONE
 CY0939'NO 1 1936, SET IN BEDROCK, FLUSH, AND IS ABOUT 12 INCHES BELOW
 CY0939'THE STATION.  THE MARK IS S OF THE STATION.
 CY0939'
 CY0939'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK, STAMPED LONE
 CY0939'NO 2 1936, SET IN BEDROCK, FLUSH, AND IS ABOUT LEVEL WITH
 CY0939'THE STATION.  THE MARK IS W OF THE STATION.
 CY0939'
 CY0939'THE AZIMUTH MARK IS A BRONZE AZIMUTH DISK, STAMPED LONE 1936,
 CY0939'SET IN A BOULDER WHICH PROJECTS ABOUT 6 INCHES, 3 FEET NE
 CY0939'OF THE WITNESS POST, AND IS 75 FEET NW OF THE CENTER OF A
 CY0939'WASH RUNNING NE TO SW.  IT IS ABOUT 20 FEET ABOVE THE BED
 CY0939'OF THE WASH.  THE MARK IS ABOUT 1.0 MILE NNW OF THE STATION.
 CY0939'TO REACH THIS MARK FROM THE POINT MENTIONED IN THE STATION
 CY0939'DESCRIPTION, GO NW AND THEN W ON THE TRACK ROAD FOR 1.0 MILE
 CY0939'DOWN INTO A VALLEY TO A TIN SHACK ON THE RIGHT.  HERE TURN
 CY0939'LEFT OR SW DOWN THE SE BANK OF THE WASH AND GO 0.3 MILE TO
 CY0939'A POINT WHERE THE ROAD ENTERS THE BED OF THE WASH.  HERE
 CY0939'THE AZIMUTH MARK IS UP TO THE RIGHT OR NW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0944 ***********************************************************************
 CY0944  DESIGNATION -  LONE
 CY0944  PID         -  CY0944
 CY0944  STATE/COUNTY-  NM/GRANT
 CY0944  USGS QUAD   -  HURLEY WEST (1992)
 CY0944
 CY0944                         *CURRENT SURVEY CONTROL
 CY0944  ___________________________________________________________________
 CY0944* NAD 83(1992)-  32 42 07.61845(N)    108 10 59.59605(W)     ADJUSTED  
 CY0944* NAVD 88     -      1854.6    (meters)    6085.     (feet)  VERTCON   
 CY0944  ___________________________________________________________________
 CY0944  LAPLACE CORR-           2.96  (seconds)                    DEFLEC99
 CY0944  GEOID HEIGHT-         -23.86  (meters)                     GEOID03
 CY0944
 CY0944  HORZ ORDER  -  THIRD
 CY0944
 CY0944.The horizontal coordinates were established by classical geodetic methods
 CY0944.and adjusted by the National Geodetic Survey in December 1993..
 CY0944
 CY0944.The NAVD 88 height was computed by applying the VERTCON shift value to
 CY0944.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CY0944
 CY0944.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY0944
 CY0944.The geoid height was determined by GEOID03.
 CY0944
 CY0944;                    North         East     Units Scale Factor Converg.
 CY0944;SPC NM W     -   188,776.259   797,195.074   MT  0.99992993   -0 11 20.5
 CY0944;SPC NM W     -   619,343.44  2,615,464.17   sFT  0.99992993   -0 11 20.5
 CY0944;UTM  12      - 3,621,772.824   764,057.012   MT  1.00045986   +1 31 21.7
 CY0944
 CY0944!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY0944!SPC NM W     -   0.99971265  x   0.99992993  =   0.99964260
 CY0944!UTM  12      -   0.99971265  x   1.00045986  =   1.00017238
 CY0944
 CY0944:                Primary Azimuth Mark                     Grid Az
 CY0944:SPC NM W     -  FORT BAYARD RESET                        015 40 50.0
 CY0944:UTM  12      -  FORT BAYARD RESET                        013 58 07.8
 CY0944
 CY0944|---------------------------------------------------------------------|
 CY0944| PID    Reference Object                     Distance      Geod. Az  |
 CY0944|                                                           dddmmss.s |
 CY0944| CY0793 FORT BAYARD RESET                   APPROX.10.9 KM 0152929.5 |
 CY0944|---------------------------------------------------------------------|
 CY0944
 CY0944                          SUPERSEDED SURVEY CONTROL
 CY0944
 CY0944  NAD 83(1986)-  32 42 07.61578(N)    108 10 59.59570(W) AD(       ) 3
 CY0944  NAD 27      -  32 42 07.33813(N)    108 10 57.43379(W) AD(       ) 3
 CY0944  NGVD 29 (07/19/86) 1853.7    (m)         6082.     (f) VERT ANG       
 CY0944
 CY0944.Superseded values are not recommended for survey control.
 CY0944.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0944.See file dsdata.txt to determine how the superseded data were derived.
 CY0944
 CY0944_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYB6405721773(NAD 83)
 CY0944
 CY0944  HISTORY     - Date     Condition        Report By
 CY0944  HISTORY     - 1907     MONUMENTED       CGS
 CY0944  HISTORY     - 1945     GOOD             USGS
 CY0944
 CY0944                          STATION DESCRIPTION
 CY0944
 CY0944'DESCRIBED BY US GEOLOGICAL SURVEY 1945
 CY0944'LOCATED ON SE. PEAK OF GROUP OF HILLS, 7.0 MI. SE. OF SILVER CITY,
 CY0944'ABOUT 2 MI. SE. OF LONE MOUNTAIN, AND IN NE. 1/4 OF SEC. 33, T 18 S,
 CY0944'R 13 W.  A SMALL MAHOGANY BUSH IS 23 FT. S. 80 DEGREES 00 MINUTES
 CY0944'W. (MAG. BEAR.) FROM STATION.
 CY0944'
 CY0944'STATION MARK--ALUMINUM TABLET, NOT STAMPED, ON HIGHEST POINT OF
 CY0944'BARE TOP.  GROUND TO NW. ABOUT 100 FT. IS SAME HEIGHT.
 CY0944'
 CY0944'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0959 ***********************************************************************
 FO0959  DESIGNATION -  LONE
 FO0959  PID         -  FO0959
 FO0959  STATE/COUNTY-  NM/SANTA FE
 FO0959  USGS QUAD   -  CAPTAIN DAVIS MOUNTA (1990)
 FO0959
 FO0959                         *CURRENT SURVEY CONTROL
 FO0959  ___________________________________________________________________
 FO0959* NAD 83(1992)-  35 18 44.68506(N)    106 06 26.28755(W)     ADJUSTED  
 FO0959* NAVD 88     -      2274.0    (meters)    7461.     (feet)  VERTCON   
 FO0959  ___________________________________________________________________
 FO0959  LAPLACE CORR-          -0.53  (seconds)                    DEFLEC99
 FO0959  GEOID HEIGHT-         -19.40  (meters)                     GEOID03
 FO0959
 FO0959  HORZ ORDER  -  THIRD
 FO0959
 FO0959.The horizontal coordinates were established by classical geodetic methods
 FO0959.and adjusted by the National Geodetic Survey in December 1993..
 FO0959
 FO0959.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO0959.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO0959
 FO0959.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO0959
 FO0959.The geoid height was determined by GEOID03.
 FO0959
 FO0959;                    North         East     Units Scale Factor Converg.
 FO0959;SPC NM C     -   478,240.209   512,975.632   MT  0.99990207   +0 04 56.9
 FO0959;SPC NM C     - 1,569,026.42  1,682,987.55   sFT  0.99990207   +0 04 56.9
 FO0959;UTM  13      - 3,908,251.602   399,340.301   MT  0.99972487   -0 38 24.4
 FO0959
 FO0959!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO0959!SPC NM C     -   0.99964624  x   0.99990207  =   0.99954835
 FO0959!UTM  13      -   0.99964624  x   0.99972487  =   0.99937121
 FO0959
 FO0959:                Primary Azimuth Mark                     Grid Az
 FO0959:SPC NM C     -  ORTIZ                                    294 13 32.6
 FO0959:UTM  13      -  ORTIZ                                    294 56 53.9
 FO0959
 FO0959|---------------------------------------------------------------------|
 FO0959| PID    Reference Object                     Distance      Geod. Az  |
 FO0959|                                                           dddmmss.s |
 FO0959| FO0960 ORTIZ                               APPROX. 6.2 KM 2941829.5 |
 FO0959|---------------------------------------------------------------------|
 FO0959
 FO0959                          SUPERSEDED SURVEY CONTROL
 FO0959
 FO0959  NAD 83(1986)-  35 18 44.69284(N)    106 06 26.29043(W) AD(       ) 3
 FO0959  NAD 27      -  35 18 44.55646(N)    106 06 24.22136(W) AD(       ) 3
 FO0959  NGVD 29 (07/19/86) 2273.0    (m)         7457.     (f) VERT ANG       
 FO0959
 FO0959.Superseded values are not recommended for survey control.
 FO0959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0959.See file dsdata.txt to determine how the superseded data were derived.
 FO0959
 FO0959_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV9934008252(NAD 83)
 FO0959_MARKER: DD = SURVEY DISK
 FO0959_SETTING: 80 = SET IN A BOULDER
 FO0959_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO0959+STABILITY: SURFACE MOTION
 FO0959
 FO0959  HISTORY     - Date     Condition        Report By
 FO0959  HISTORY     - 1958     MONUMENTED       USGS
 FO0959
 FO0959                          STATION DESCRIPTION
 FO0959
 FO0959'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 FO0959'STATION IS LOCATED APPROXIMATELY 9 MI. S. AND 1 MI. E. OF LOS
 FO0959'CARRILLOS, ON THE GLENN RANCH.  IT IS LOCATED ON THE HIGHEST POINT
 FO0959'OF A PROMINENT PEAK E-SE. OF THE ORTIZ MOUNTAINS.  THE PEAK IS KNOWN
 FO0959'LOCALLY AS LONE MOUNTAIN.
 FO0959'
 FO0959'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAY 85 AND STATE
 FO0959'HIGHWAY 10, GO S. ON STATE HIGHWAY 10 28.4 MI. TO T-RD. JUNCTION OF
 FO0959'STATE HIGHWAY 10 AND RD. E., GO LEFT (E.) ON RD. 3.8 MI. TO THE GLENN
 FO0959'RANCH AND RD. FORK JUST BEYOND CATTLEGUARD, GO LEFT 0.2 MI. TO A RD.
 FO0959'FORK, GO LEFT 1.5 MI. TO A RD. FORK, GO RIGHT 0.6 MI. TO A RD. FORK,
 FO0959'GO RIGHT 0.5 MI. TO A RD. FORK, GO LEFT 0.4 MI. TO A RD. FORK, GO
 FO0959'LEFT 0.3 MI. TO A WINDMILL, GO THROUGH TWO GATES 0.1 MI. TO A RD.
 FO0959'FORK, GO RIGHT 0.1 MI. TO A SADDLE, LEAVE RD. AND BEAR E. 0.1 MI.
 FO0959'TOWARD LONE MOUNTAIN TO THE END OF TRUCK TRAVEL, THENCE TO THE TOP.
 FO0959'ABOUT A 50 MINUTE PACK.
 FO0959'
 FO0959'STATION MARK--STANDARD TABLET, SET IN A BOULDER, ON THE S. RIM OF A
 FO0959'PROSPECT HOLE, AND SET FLUSH WITH THE GROUND.
 FO0959'
 FO0959'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1949 ***********************************************************************
 CX1949  DESIGNATION -  LONE
 CX1949  PID         -  CX1949
 CX1949  STATE/COUNTY-  NM/GRANT
 CX1949  USGS QUAD   -  MAVERICK MOUNTAIN (1985)
 CX1949
 CX1949                         *CURRENT SURVEY CONTROL
 CX1949  ___________________________________________________________________
 CX1949* NAD 83(1992)-  32 45 11.60127(N)    107 50 58.68489(W)     ADJUSTED  
 CX1949* NAVD 88     -      1920.5    (meters)    6301.     (feet)  VERTCON   
 CX1949  ___________________________________________________________________
 CX1949  LAPLACE CORR-           1.19  (seconds)                    DEFLEC99
 CX1949  GEOID HEIGHT-         -23.43  (meters)                     GEOID03
 CX1949
 CX1949  HORZ ORDER  -  THIRD
 CX1949
 CX1949.The horizontal coordinates were established by classical geodetic methods
 CX1949.and adjusted by the National Geodetic Survey in December 1993..
 CX1949
 CX1949.The NAVD 88 height was computed by applying the VERTCON shift value to
 CX1949.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CX1949
 CX1949.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1949
 CX1949.The geoid height was determined by GEOID03.
 CX1949
 CX1949;                    North         East     Units Scale Factor Converg.
 CX1949;SPC NM W     -   194,389.461   828,472.486   MT  0.99991670   -0 00 31.7
 CX1949;SPC NM W     -   637,759.42  2,718,080.15   sFT  0.99991670   -0 00 31.7
 CX1949;UTM  13      - 3,627,523.545   233,014.429   MT  1.00047904   -1 32 33.5
 CX1949
 CX1949!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1949!SPC NM W     -   0.99970225  x   0.99991670  =   0.99961897
 CX1949!UTM  13      -   0.99970225  x   1.00047904  =   1.00018114
 CX1949
 CX1949                          SUPERSEDED SURVEY CONTROL
 CX1949
 CX1949  NAD 83(1986)-  32 45 11.59992(N)    107 50 58.68525(W) AD(       ) 3
 CX1949  NGVD 29 (06/12/91) 1919.6    (m)         6298.     (f) VERT ANG       
 CX1949
 CX1949.Superseded values are not recommended for survey control.
 CX1949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1949.See file dsdata.txt to determine how the superseded data were derived.
 CX1949
 CX1949_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBS3301427524(NAD 83)
 CX1949_MARKER: DD = SURVEY DISK
 CX1949_SETTING: 66 = SET IN ROCK OUTCROP
 CX1949_SP_SET: SET IN ROCK OUTCROP
 CX1949_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CX1949+STABILITY: POSITION/ELEVATION WELL
 CX1949
 CX1949  HISTORY     - Date     Condition        Report By
 CX1949  HISTORY     - 1954     MONUMENTED       USGS
 CX1949
 CX1949                          STATION DESCRIPTION
 CX1949
 CX1949'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 CX1949'LOCATED ABOUT 1.0 MI. (AIRLINE) E. OF STATE HIGHWAY NO. 61 AND ABOUT
 CX1949'5.0 MI. (AIRLINE) SE. OF SAN LORENZO, NEW MEXICO.  ON A HIGH BARE
 CX1949'PROMINENT TOP N. OF ANOTHER TOP VERY SIMILIAR TO IT.
 CX1949'
 CX1949'TO REACH FROM JUNCTION OF STATE HIGHWAY 180 AND 61 NEAR SAN LORENZO,
 CX1949'NEW MEXICO, GO S. ON HIGHWAY NO. 61 5.9 MI. TO A BRIDGE ACROSS
 CX1949'MIMBRES RIVER, TURN LEFT (E.) ACROSS BRIDGE AND GO 1.0 MI. E. TO A
 CX1949'Y-RD., TURN RIGHT AND GO 0.1 MI., THENCE LEFT CROSS COUNTRY UP SLOPE
 CX1949'ABOUT 0.3 MI. TO END OF TRUCK TRAVEL.  PACK N. TO HIGHEST PART AND
 CX1949'STATION SITE.
 CX1949'
 CX1949'STATION MARK--A STANDARD TABLET SET IN SOLID ROCK, STAMPED---LONE
 CX1949'1954---.
 CX1949'
 CX1949'REFERENCE MARK NO. 1--A 1/2-IN. DRILL HOLE IN A 4 FT. BOULDER, 15.74
 CX1949'FT. FROM STATION MARK IN BEARING N 70 17 W.
 CX1949'
 CX1949'REFERENCE MARK NO. 2--A 1/2-IN. DRILL HOLE IN A 3 FT. BOULDER, 26.03
 CX1949'FT. FROM STATION MARK IN BEARING S 31 16 E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0589 ***********************************************************************
 FN0589  DESIGNATION -  LONE BUTTE SE OF TOMPSON
 FN0589  PID         -  FN0589
 FN0589  STATE/COUNTY-  NM/SAN MIGUEL
 FN0589  USGS QUAD   -  TECOLOTE (1989)
 FN0589
 FN0589                         *CURRENT SURVEY CONTROL
 FN0589  ___________________________________________________________________
 FN0589* NAD 83(1992)-  35 22 36.59837(N)    105 19 39.27486(W)     ADJUSTED  
 FN0589* NAVD 88     -                                                        
 FN0589  ___________________________________________________________________
 FN0589  LAPLACE CORR-          -5.42  (seconds)                    DEFLEC99
 FN0589  GEOID HEIGHT-         -19.37  (meters)                     GEOID03
 FN0589
 FN0589  HORZ ORDER  -  THIRD
 FN0589
 FN0589.The horizontal coordinates were established by classical geodetic methods
 FN0589.and adjusted by the National Geodetic Survey in December 1993..
 FN0589
 FN0589
 FN0589.The Laplace correction was computed from DEFLEC99 derived deflections.
 FN0589
 FN0589.The geoid height was determined by GEOID03.
 FN0589
 FN0589;                    North         East     Units Scale Factor Converg.
 FN0589;SPC NM E     -   485,835.621    74,662.147   MT  1.00000963   -0 34 32.4
 FN0589;SPC NM E     - 1,593,945.70    244,954.06   sFT  1.00000963   -0 34 32.4
 FN0589;UTM  13      - 3,914,882.944   470,245.749   MT  0.99961091   -0 11 22.7
 FN0589
 FN0589                          SUPERSEDED SURVEY CONTROL
 FN0589
 FN0589  NAD 83(1986)-  35 22 36.60734(N)    105 19 39.27351(W) AD(       ) 4
 FN0589  NAD 27      -  35 22 36.45400(N)    105 19 37.25600(W) AD(       ) 3
 FN0589
 FN0589.Superseded values are not recommended for survey control.
 FN0589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0589.See file dsdata.txt to determine how the superseded data were derived.
 FN0589
 FN0589_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV7024614883(NAD 83)
 FN0589
 FN0589  HISTORY     - Date     Condition        Report By
 FN0589  HISTORY     - 1921     FIRST OBSERVED   CGS
 FN0589
 FN0589                          STATION DESCRIPTION
 FN0589
 FN0589'DESCRIBED BY COAST AND GEODETIC SURVEY 1921 (EOH)
 FN0589'AS SEEN FROM TRIANGULATION STATIONS TOMPSON AND AGUILAR, THIS
 FN0589'IS A SMALL, LONE BUTTE LYING ABOUT 5 MILES NORTHWARD OF A LARGE
 FN0589'MESA, ABOUT 30 MILES FROM STATION TOMPSON, AND ABOUT 10 DEGREES
 FN0589'SOUTH OF THE LINE FROM TOMPSON TO AGUILAR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR1032 ***********************************************************************
 DR1032  DESIGNATION -  LONE MT
 DR1032  PID         -  DR1032
 DR1032  STATE/COUNTY-  NM/LINCOLN
 DR1032  USGS QUAD   -  LONE MOUNTAIN (1982)
 DR1032
 DR1032                         *CURRENT SURVEY CONTROL
 DR1032  ___________________________________________________________________
 DR1032* NAD 83(1992)-  33 46 55.78874(N)    105 46 58.16407(W)     ADJUSTED  
 DR1032* NAVD 88     -      2385.1    (meters)    7825.     (feet)  VERTCON   
 DR1032  ___________________________________________________________________
 DR1032  LAPLACE CORR-           6.75  (seconds)                    DEFLEC99
 DR1032  GEOID HEIGHT-         -20.14  (meters)                     GEOID03
 DR1032
 DR1032  HORZ ORDER  -  FIRST
 DR1032
 DR1032.The horizontal coordinates were established by classical geodetic methods
 DR1032.and adjusted by the National Geodetic Survey in December 1993..
 DR1032
 DR1032.The NAVD 88 height was computed by applying the VERTCON shift value to
 DR1032.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DR1032
 DR1032.The Laplace correction was computed from DEFLEC99 derived deflections.
 DR1032
 DR1032.The geoid height was determined by GEOID03.
 DR1032
 DR1032;                    North         East     Units Scale Factor Converg.
 DR1032;SPC NM C     -   308,591.835   543,265.731   MT  0.99992307   +0 15 35.2
 DR1032;SPC NM C     - 1,012,438.38  1,782,364.32   sFT  0.99992307   +0 15 35.2
 DR1032;UTM  13      - 3,738,278.446   427,523.081   MT  0.99966476   -0 26 07.1
 DR1032
 DR1032!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR1032!SPC NM C     -   0.99962887  x   0.99992307  =   0.99955197
 DR1032!UTM  13      -   0.99962887  x   0.99966476  =   0.99929375
 DR1032
 DR1032|---------------------------------------------------------------------|
 DR1032| PID    Reference Object                     Distance      Geod. Az  |
 DR1032|                                                           dddmmss.s |
 DR1032| CJ7752 LONE MT RM 1                          9.695 METERS 11417     |
 DR1032| CJ7753 LONE MT RM 2                          9.226 METERS 16401     |
 DR1032| CJ7751 LONE MT AZ MK                                      2201814.3 |
 DR1032| DS0005 OFFSET 6                            APPROX.22.2 KM 2581409.9 |
 DR1032|---------------------------------------------------------------------|
 DR1032
 DR1032                          SUPERSEDED SURVEY CONTROL
 DR1032
 DR1032  NAD 83(1986)-  33 46 55.79524(N)    105 46 58.16611(W) AD(       ) 1
 DR1032  NAD 27      -  33 46 55.53390(N)    105 46 56.21630(W) AD(       ) 1
 DR1032  NGVD 29 (07/19/86) 2384.3    (m)         7822.     (f) VERT ANG       
 DR1032
 DR1032.Superseded values are not recommended for survey control.
 DR1032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR1032.See file dsdata.txt to determine how the superseded data were derived.
 DR1032
 DR1032_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDT2752338278(NAD 83)
 DR1032_MARKER: DD = SURVEY DISK
 DR1032_SETTING: 80 = SET IN A BOULDER
 DR1032_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 DR1032
 DR1032  HISTORY     - Date     Condition        Report By
 DR1032  HISTORY     - 1952     MONUMENTED       CGS
 DR1032  HISTORY     - 1966     GOOD             DOD
 DR1032  HISTORY     - 1971     GOOD             NGS
 DR1032
 DR1032                          STATION DESCRIPTION
 DR1032
 DR1032'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RLE)
 DR1032'THE STATION IS LOCATED ABOUT 11.0 MILES NORTH-NORTHEAST OF
 DR1032'CARRIZOZO ON THE SUMMIT OF LONE MOUNTAIN, ABOUT 1.0 MILE WEST OF
 DR1032'THE HIGHEST POINT OF MOUNTAIN AND NEAR THE WEST END OF AN
 DR1032'EAST-WEST RIDGE.  IT IS STAMPED LONE MT 1952.
 DR1032'
 DR1032'REFERENCE MARK NO. 1 IS NEAR THE WEST END OF RIDGE AND IS ON
 DR1032'THE SAME ELEVATION AS THE STATION.  IT IS STAMPED LONE MT NO 1
 DR1032'1952.
 DR1032'
 DR1032'REFERENCE MARK NO. 2 IS NEAR THE WEST END OF RIDGE AND IS ABOUT
 DR1032'1 FOOT LOWER IN ELEVATION THAN THE STATION.  IT IS STAMPED
 DR1032'LONE MT NO 2 1952.
 DR1032'
 DR1032'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 26.13 FEET.
 DR1032'
 DR1032'THE AZIMUTH MARK IS ON THE RAILROAD RIGHT-OF-WAY, 45 FEET WEST
 DR1032'OF THE WEST RAIL OF RAILROAD TRACK, 30 FEET EAST OF THE CENTER
 DR1032'OF U.S. HIGHWAY 54, 2 FEET EAST OF A NORTH-SOUTH FENCE LINE
 DR1032'AND 2 FEET NORTH OF A WHITE RIGHT-OF-WAY MARKER.  IT IS STAMPED
 DR1032'LONE MT 1952 AND PROJECTS 4 INCHES.
 DR1032'
 DR1032'TO REACH THE STATION FROM THE POST OFFICE IN CARRIZOZO, GO
 DR1032'NORTH FOR 0.4 MILE TO THE JUNCTION OF U.S. HIGHWAYS 380 AND 54,
 DR1032'CONTINUE NORTH ON U.S. HIGHWAY 54 FOR 6.05 MILES TO A CATTLE
 DR1032'GUARD ACROSS HIGHWAY, CONTINUE NORTH FOR 0.15 MILE TO AZIMUTH
 DR1032'MARK ON RIGHT AS DESCRIBED.  CONTINUE NORTH FOR 3.3 MILES TO A
 DR1032'WIRE GATE ON RIGHT AND A LARGE CONCRETE CULVERT UNDER RAILROAD
 DR1032'TRACK, TURN RIGHT THROUGH GATE PASSING UNDER RAILROAD TRACK
 DR1032'AND GO EAST FOR 0.2 MILE TO A T INTERSECTION.  TURN LEFT AND
 DR1032'GO NORTH AND EAST FOR 0.95 MILE TO A FORK, TAKE RIGHT FORK
 DR1032'UP HILL AND GO 1.1 MILES SOUTH TO A FENCE LINE AND END OF
 DR1032'TRUCK TRAVEL.  PACK SOUTH UP VALLEY FOR ABOUT 200 YARDS THEN
 DR1032'BEAR LEFT, EAST, TO THE TOP OF FIRST RIDGE, BEAR RIGHT AND GO
 DR1032'SOUTH UP CEDAR COVERED RIDGE FOR ABOUT 1.25 MILES TO TOP
 DR1032'OF PEAK, BEAR LEFT AND GO EAST ACROSS SMALL SADDLE FOR ABOUT
 DR1032'200 YARDS TO STATION NEAR WEST END OF EAST-WEST RIDGE AS
 DR1032'DESCRIBED.
 DR1032
 DR1032                          STATION RECOVERY (1966)
 DR1032
 DR1032'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1966 (TAP)
 DR1032'THE STATION MARK WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN
 DR1032'GOOD CONDITION.
 DR1032
 DR1032                          STATION RECOVERY (1971)
 DR1032
 DR1032'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (JTD)
 DR1032'THE STATION IS LOCATED NORTH 30 DEGREES EAST, ABOUT 11 MILES
 DR1032'AIRLINE FROM CARRIZOZO, NEW MEXICO, ON RIDGE ABOUT 1 MILE WEST OF
 DR1032'HIGHEST POINT OF LONE MOUNTAIN, IN THE LINCOLN NATIONAL FOREST.
 DR1032'
 DR1032'THE STATION WAS REACHED BY HELICOPTER IN 1971.
 DR1032'
 DR1032'THE STATION MARK AND REFERENCE MARKS ARE USC AND GS BRASS DISKS
 DR1032'SET IN ROCK OUTCROP.
 DR1032'
 DR1032'STATION MARK--4.5 FEET NORTHWEST OF USC AND GS WITNESS SIGN
 DR1032'RIVETED TO STEEL POST.  DISK STAMPED LONE MT. 1952.
 DR1032'
 DR1032'REFERENCE MARK NO. 1--DISK STAMPED LONE MT. NO. 1 1952.
 DR1032'
 DR1032'REFERENCE MARK NO. 2--DISK STAMPED LONE MT. NO. 2 1952.
 DR1032'
 DR1032'THE AZIMUTH MARK WAS FOUND AS DESCRIBED AND IN GOOD CONDITION.
 DR1032'THE AZIMUTH MARK IS SET IN A CONCRETE POST AND STAMPED LONE MT.
 DR1032'1952.  DIRECTION TO AZIMUTH MARK WAS NOT OBSERVED IN 1971.
 DR1032'
 DR1032'STATION OFFSET 6 IS VISIBLE FROM THE GROUND TO SERVE AS AZIMUTH
 DR1032'MARK.
 DR1032'
 DR1032'ALL OBSERVATIONS MADE FROM A STANDARD TRIPOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY1029 ***********************************************************************
 CY1029  DESIGNATION -  LONE RED WINDMILL E OF DIAMOND
 CY1029  PID         -  CY1029
 CY1029  STATE/COUNTY-  NM/HIDALGO
 CY1029  USGS QUAD   -  COYOTE PEAK (1980)
 CY1029
 CY1029                         *CURRENT SURVEY CONTROL
 CY1029  ___________________________________________________________________
 CY1029* NAD 83(1992)-  32 03 56.02897(N)    108 34 30.95931(W)     ADJUSTED  
 CY1029* NAVD 88     -                                                        
 CY1029  ___________________________________________________________________
 CY1029  LAPLACE CORR-           2.41  (seconds)                    DEFLEC99
 CY1029  GEOID HEIGHT-         -25.40  (meters)                     GEOID03
 CY1029
 CY1029  HORZ ORDER  -  THIRD
 CY1029
 CY1029.The horizontal coordinates were established by classical geodetic methods
 CY1029.and adjusted by the National Geodetic Survey in December 1993..
 CY1029
 CY1029
 CY1029.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY1029
 CY1029.The geoid height was determined by GEOID03.
 CY1029
 CY1029;                    North         East     Units Scale Factor Converg.
 CY1029;SPC NM W     -   118,379.241   759,947.317   MT  0.99997717   -0 23 38.0
 CY1029;SPC NM W     -   388,382.56  2,493,260.49   sFT  0.99997717   -0 23 38.0
 CY1029;UTM  12      - 3,550,275.211   728,895.954   MT  1.00024618   +1 17 16.2
 CY1029
 CY1029                          SUPERSEDED SURVEY CONTROL
 CY1029
 CY1029  NAD 83(1992)-  32 03 56.02734(N)    108 34 30.95785(W) AD(       ) 4
 CY1029  NAD 83(1986)-  32 03 56.02473(N)    108 34 30.95851(W) AD(       ) 4
 CY1029  NAD 27      -  32 03 55.70631(N)    108 34 28.77557(W) AD(       ) 3
 CY1029
 CY1029.Superseded values are not recommended for survey control.
 CY1029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1029.See file dsdata.txt to determine how the superseded data were derived.
 CY1029
 CY1029_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYA2889650275(NAD 83)
 CY1029_MARKER: 66 = WINDMILL
 CY1029
 CY1029  HISTORY     - Date     Condition        Report By
 CY1029  HISTORY     - 1938     FIRST OBSERVED   CGS
 CY1029
 CY1029                          STATION DESCRIPTION
 CY1029
 CY1029'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 EQ0742 ***********************************************************************
 EQ0742  DESIGNATION -  LONG
 EQ0742  PID         -  EQ0742
 EQ0742  STATE/COUNTY-  NM/SOCORRO
 EQ0742  USGS QUAD   -  SIERRA LARGA SOUTH (1972)
 EQ0742
 EQ0742                         *CURRENT SURVEY CONTROL
 EQ0742  ___________________________________________________________________
 EQ0742* NAD 83(1992)-  34 03 42.28992(N)    106 32 16.02852(W)     ADJUSTED  
 EQ0742* NAVD 88     -      1798.1    (meters)    5899.     (feet)  VERTCON   
 EQ0742  ___________________________________________________________________
 EQ0742  LAPLACE CORR-           1.37  (seconds)                    DEFLEC99
 EQ0742  GEOID HEIGHT-         -21.31  (meters)                     GEOID03
 EQ0742
 EQ0742  HORZ ORDER  -  FIRST
 EQ0742
 EQ0742.The horizontal coordinates were established by classical geodetic methods
 EQ0742.and adjusted by the National Geodetic Survey in December 1993..
 EQ0742
 EQ0742.The NAVD 88 height was computed by applying the VERTCON shift value to
 EQ0742.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EQ0742
 EQ0742.The Laplace correction was computed from DEFLEC99 derived deflections.
 EQ0742
 EQ0742.The geoid height was determined by GEOID03.
 EQ0742
 EQ0742;                    North         East     Units Scale Factor Converg.
 EQ0742;SPC NM C     -   339,539.713   473,434.847   MT  0.99990870   -0 09 40.3
 EQ0742;SPC NM C     - 1,113,973.21  1,553,260.83   sFT  0.99990870   -0 09 40.3
 EQ0742;UTM  13      - 3,770,069.231   358,085.259   MT  0.99984827   -0 51 41.2
 EQ0742
 EQ0742!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EQ0742!SPC NM C     -   0.99972116  x   0.99990870  =   0.99962988
 EQ0742!UTM  13      -   0.99972116  x   0.99984827  =   0.99956947
 EQ0742
 EQ0742:                Primary Azimuth Mark                     Grid Az
 EQ0742:SPC NM C     -  4 F 960                                  136 09 18.1
 EQ0742:UTM  13      -  4 F 960                                  136 51 19.0
 EQ0742
 EQ0742|---------------------------------------------------------------------|
 EQ0742| PID    Reference Object                     Distance      Geod. Az  |
 EQ0742|                                                           dddmmss.s |
 EQ0742| CD3129 4 F 960                                            1355937.8 |
 EQ0742| CD3130 LONG RM 1                             3.360 METERS 15624     |
 EQ0742| CD3131 LONG RM 2                             6.312 METERS 20513     |
 EQ0742|---------------------------------------------------------------------|
 EQ0742
 EQ0742                          SUPERSEDED SURVEY CONTROL
 EQ0742
 EQ0742  NAD 83(1986)-  34 03 42.29693(N)    106 32 16.03044(W) AD(       ) 1
 EQ0742  NAD 27      -  34 03 42.05308(N)    106 32 13.98420(W) AD(       ) 1
 EQ0742  NGVD 29 (07/19/86) 1797.3    (m)         5897.     (f) VERT ANG       
 EQ0742
 EQ0742.Superseded values are not recommended for survey control.
 EQ0742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EQ0742.See file dsdata.txt to determine how the superseded data were derived.
 EQ0742
 EQ0742_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT5808570069(NAD 83)
 EQ0742_MARKER: DS = TRIANGULATION STATION DISK
 EQ0742_SETTING: 66 = SET IN ROCK OUTCROP
 EQ0742
 EQ0742  HISTORY     - Date     Condition        Report By
 EQ0742  HISTORY     - 1965     MONUMENTED       CGS
 EQ0742
 EQ0742                          STATION DESCRIPTION
 EQ0742
 EQ0742'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (WRH)
 EQ0742'THE STATION IS LOCATED ON THE NORTHERN MOST, AND HIGHEST OF 3 PEAKS
 EQ0742'ON THE PROPERTY OF HUNTER LONG, ABOUT 16 MILES NORTHWEST OF BINGHAM
 EQ0742'AND ABOUT 3 MILES WEST-SOUTHWEST OF THE RANCH HOUSE.
 EQ0742'
 EQ0742'STATION MARK IS A STANDARD DISK SET IN A DRILL HOLE IN A 3 X 4 FOOT
 EQ0742'OUTCROPPING BEDROCK 12 FEET NORTHWEST OF THE CENTER OF A 12 X 20
 EQ0742'FOOT CONCRETE PAD.  IT IS STAMPED LONG 1965 AND THE BEDROCK
 EQ0742'PROJECTS 6 INCHES.
 EQ0742'
 EQ0742'REFERENCE MARK NO. 1 IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN
 EQ0742'THE CENTER OF A 12 X 20 FOOT CONCRETE PAD.  IT IS STAMPED LONG NO 1
 EQ0742'1965.
 EQ0742'
 EQ0742'REFERENCE MARK NO. 2 IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN
 EQ0742'THE NORTHEAST CORNER OF A 6 X 7 FOOT CONCRETE PAD.  IT IS STAMPED
 EQ0742'LONG NO 2 1965.
 EQ0742'
 EQ0742'AZIMUTH MARK IS A CORPS OF ENGINEERS, ARMY MAP SERVICE MARK SET IN
 EQ0742'A 6 X 6 INCH CONCRETE POST 23 FEET NORTH OF AN EAST-WEST FENCE, 11
 EQ0742'FEET EAST OF THE CENTER OF A CATTLE GUARD AND 4 FEET EAST OF A
 EQ0742'NORTH-SOUTH FENCE.  IT IS STAMPED 1947 4F960 AND PROJECTS 10
 EQ0742'INCHES.
 EQ0742'
 EQ0742'TO REACH THE STATION FROM THE POST OFFICE IN BINGHAM, GO WEST ON
 EQ0742'U.S. HIGHWAY 380 FOR 13.2 MILES TO A SIDE ROAD ON THE RIGHT, TURN
 EQ0742'RIGHT AND GO NORTH ON WSMR ROUTE 3617 FOR 0.9 MILE TO A FORK, KEEP
 EQ0742'RIGHT FORK AND CONTINUE NORTHERLY FOR 5.7 MILES TO A CATTLE GUARD
 EQ0742'AND GOWAIN RANCH ON THE RIGHT, CONTINUE NORTH ON WSMR ROUTE 3617
 EQ0742'FOR 2.0 MILES TO A CATTLE GUARD AND JUNCTION WITH WSMR ROUTE 18,
 EQ0742'CONTINUE NORTHERLY ON WSMR ROUTE 3617 FOR 2.9 MILES TO WHERE
 EQ0742'WSMR ROUTE 18 TURNS RIGHT, CONTINUE NORTH ON WSMR ROUTE 3617 FOR
 EQ0742'1.3 MILES TO A CATTLE GUARD, CROSS ROAD, AND AZIMUTH MARK ON
 EQ0742'THE RIGHT, CROSS CATTLE GUARD AND TURN LEFT AND GO NORTHWESTERLY
 EQ0742'ON A TRACK ROAD FOR 1.6 MILES TO A FORK, KEEP RIGHT FORK AND GO
 EQ0742'NORTH AND WEST ON A DIRT ROAD FOR 0.5 MILE TO THE TOP OF THE HILL
 EQ0742'AND THE STATION AS DESCRIBED.
 EQ0742'
 EQ0742'HEIGHT OF LIGHT ABOVE STATION MARK 1.3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CX1834 ***********************************************************************
 CX1834  DESIGNATION -  LONGVIEW
 CX1834  PID         -  CX1834
 CX1834  STATE/COUNTY-  NM/DONA ANA
 CX1834  USGS QUAD   -  MOUNT ADEN (1985)
 CX1834
 CX1834                         *CURRENT SURVEY CONTROL
 CX1834  ___________________________________________________________________
 CX1834* NAD 83(1992)-  32 14 45.34344(N)    107 09 15.67404(W)     ADJUSTED  
 CX1834* NAVD 88     -      1330.     (meters)    4364.     (feet)  SCALED    
 CX1834  ___________________________________________________________________
 CX1834  LAPLACE CORR-           0.93  (seconds)                    DEFLEC99
 CX1834  GEOID HEIGHT-         -24.09  (meters)                     GEOID03
 CX1834
 CX1834  HORZ ORDER  -  THIRD
 CX1834
 CX1834.The horizontal coordinates were established by classical geodetic methods
 CX1834.and adjusted by the National Geodetic Survey in December 1993..
 CX1834
 CX1834.The orthometric height was scaled from a topographic map.
 CX1834
 CX1834.The Laplace correction was computed from DEFLEC99 derived deflections.
 CX1834
 CX1834.The geoid height was determined by GEOID03.
 CX1834
 CX1834;                    North         East     Units Scale Factor Converg.
 CX1834;SPC NM C     -   138,493.938   414,780.627   MT  0.99998953   -0 28 57.2
 CX1834;SPC NM C     -   454,375.53  1,360,826.11   sFT  0.99998953   -0 28 57.2
 CX1834;UTM  13      - 3,569,732.103   297,034.029   MT  1.00010804   -1 08 59.5
 CX1834
 CX1834!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CX1834!SPC NM C     -   0.99979506  x   0.99998953  =   0.99978459
 CX1834!UTM  13      -   0.99979506  x   1.00010804  =   0.99990307
 CX1834
 CX1834:                Primary Azimuth Mark                     Grid Az
 CX1834:SPC NM C     -  CINDER                                   251 50 10.7
 CX1834:UTM  13      -  CINDER                                   252 30 13.0
 CX1834
 CX1834|---------------------------------------------------------------------|
 CX1834| PID    Reference Object                     Distance      Geod. Az  |
 CX1834|                                                           dddmmss.s |
 CX1834| CX1835 CINDER                              APPROX. 7.9 KM 2512113.5 |
 CX1834|---------------------------------------------------------------------|
 CX1834
 CX1834                          SUPERSEDED SURVEY CONTROL
 CX1834
 CX1834  NAD 83(1986)-  32 14 45.34703(N)    107 09 15.67500(W) AD(       ) 3
 CX1834  NAD 27      -  32 14 45.01689(N)    107 09 13.62299(W) AD(       ) 3
 CX1834
 CX1834.Superseded values are not recommended for survey control.
 CX1834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CX1834.See file dsdata.txt to determine how the superseded data were derived.
 CX1834
 CX1834_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBR9703469732(NAD 83)
 CX1834_MARKER: DD = SURVEY DISK
 CX1834_SETTING: 0 = UNSPECIFIED SETTING
 CX1834_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CX1834
 CX1834  HISTORY     - Date     Condition        Report By
 CX1834  HISTORY     - 1940     MONUMENTED       USGS
 CX1834
 CX1834                          STATION DESCRIPTION
 CX1834
 CX1834'DESCRIBED BY US GEOLOGICAL SURVEY 1940
 CX1834'STATION IS LOCATED IN SW. 1/4 OF SEC. 4, T 24 S, R 3 W, 67.7 FT. N.
 CX1834'OF U.S. HIGHWAY 70 - 80, 638.4 FT. SW. OF 1 IN. PIPE SET IN W. SIDE
 CX1834'OF SECOND CONCRETE STEP OF DOORWAY OF LONGVIEW SCHOOL, A ROCK
 CX1834'SCHOOLHOUSE, 1.0 MI. W. ON U.S. HIGHWAY 70 - 80 FROM INTERSECTION OF
 CX1834'SAID HIGHWAY AND U.S. HIGHWAY 85.
 CX1834'
 CX1834'STATION MARK--STANDARD BRONZE TABLET CEMENTED IN CONCRETE PIER 2-1/2
 CX1834'BY 1-1/2 FT., AND STAMPED ---LONGVIEW R 1940---.  PIER WAS FORMERLY
 CX1834'A BASE FOR GASOLINE PUMP.
 CX1834'
 CX1834'REFERENCE MARK NO. 1--1 IN. PIPE SET IN W. SIDE OF DOOR STEP OF
 CX1834'LONGVIEW SCHOOL, DISTANT FROM STATION MARK 638.4 FT.,
 CX1834'S 66 DEG 24 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CW0934 ***********************************************************************
 CW0934  DESIGNATION -  LOOKOUT
 CW0934  PID         -  CW0934
 CW0934  STATE/COUNTY-  NM/OTERO
 CW0934  USGS QUAD   -  SACRAMENTO PEAK (1981)
 CW0934
 CW0934                         *CURRENT SURVEY CONTROL
 CW0934  ___________________________________________________________________
 CW0934* NAD 83(1992)-  32 52 20.61855(N)    105 48 45.03480(W)     ADJUSTED  
 CW0934* NAVD 88     -      2827.2    (meters)    9276.     (feet)  VERTCON   
 CW0934  ___________________________________________________________________
 CW0934  LAPLACE CORR-          16.03  (seconds)                    DEFLEC99
 CW0934  GEOID HEIGHT-         -20.55  (meters)                     GEOID03
 CW0934
 CW0934  HORZ ORDER  -  FIRST
 CW0934
 CW0934.The horizontal coordinates were established by classical geodetic methods
 CW0934.and adjusted by the National Geodetic Survey in December 1993..
 CW0934
 CW0934.The NAVD 88 height was computed by applying the VERTCON shift value to
 CW0934.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CW0934
 CW0934.The Laplace correction was computed from DEFLEC99 derived deflections.
 CW0934
 CW0934.The geoid height was determined by GEOID03.
 CW0934
 CW0934;                    North         East     Units Scale Factor Converg.
 CW0934;SPC NM C     -   207,685.869   540,939.701   MT  0.99992066   +0 14 14.9
 CW0934;SPC NM C     -   681,382.72  1,774,733.00   sFT  0.99992066   +0 14 14.9
 CW0934;UTM  13      - 3,637,433.222   423,988.606   MT  0.99967124   -0 26 27.7
 CW0934
 CW0934!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CW0934!SPC NM C     -   0.99955954  x   0.99992066  =   0.99948024
 CW0934!UTM  13      -   0.99955954  x   0.99967124  =   0.99923093
 CW0934
 CW0934|---------------------------------------------------------------------|
 CW0934| PID    Reference Object                     Distance      Geod. Az  |
 CW0934|                                                           dddmmss.s |
 CW0934| CW0933 ALAMO LOOKOUT                         9.318 METERS 04213     |
 CW0934| CW0941 ALA AZ MK                             9.512 METERS 05722     |
 CW0934| CW0936 SACRAMENTO PEAK WATER TANK          APPROX. 9.2 KM 1840349.4 |
 CW0934| CW0939 SAC                                 APPROX. 9.4 KM 1844858.9 |
 CW0934| CH8909 LOOKOUT RM 2                          8.082 METERS 20717     |
 CW0934|---------------------------------------------------------------------|
 CW0934
 CW0934                          SUPERSEDED SURVEY CONTROL
 CW0934
 CW0934  NAD 83(1986)-  32 52 20.62708(N)    105 48 45.03773(W) AD(       ) 1
 CW0934  NAD 27      -  32 52 20.30110(N)    105 48 43.11760(W) AD(       ) 1
 CW0934  NGVD 29 (07/19/86) 2826.3    (m)         9273.     (f) VERT ANG       
 CW0934
 CW0934.Superseded values are not recommended for survey control.
 CW0934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CW0934.See file dsdata.txt to determine how the superseded data were derived.
 CW0934
 CW0934_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDS2398937433(NAD 83)
 CW0934_MARKER: DS = TRIANGULATION STATION DISK
 CW0934_SETTING: 66 = SET IN ROCK OUTCROP
 CW0934
 CW0934  HISTORY     - Date     Condition        Report By
 CW0934  HISTORY     - 1952     MONUMENTED       CGS
 CW0934  HISTORY     - 1952     MARK NOT FOUND   CGS
 CW0934  HISTORY     - 1956     MARK NOT FOUND   CGS
 CW0934
 CW0934                          STATION DESCRIPTION
 CW0934
 CW0934'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (RLE)
 CW0934'THE STATION IS LOCATED ABOUT 10.0 MILES SOUTHWEST OF CLOUDCROFT
 CW0934'AND ABOUT 6.0 MILES EAST OF ALAMOGORDO ON THE SUMMIT OF A
 CW0934'PROMINENT PEAK, JUST SOUTHWEST OF THE ALAMO LOOKOUT TOWER,
 CW0934'37 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A BUILDING.  IT
 CW0934'IS STAMPED LOOKOUT 1952.
 CW0934'
 CW0934'NO. 1934 (N.M. GEOD. S.) WAS USED FOR REFERENCE MARK NO. 1.
 CW0934'IT IS A STANDARD BRONZE DISK SET IN THE TOP OF AN 8 INCH SQUARE
 CW0934'CONCRETE POST PROJECTING 12 INCHES AND IS STAMPED NO. 1934
 CW0934'ALAMO LO.  MARK IS DIRECTLY BENEATH THE CENTER OF LOOKOUT TOWER.
 CW0934'
 CW0934'REFERENCE MARK NO. 2 IS A STANDARD BRONZE DISK CEMENTED IN
 CW0934'A DRILL HOLE IN A CONCRETE GARBAGE PIT AND IS ABOUT 3 FEET
 CW0934'LOWER IN ELEVATION THAN THE STATION.  IT IS STAMPED LOOKOUT
 CW0934'NO 2 1952.
 CW0934'
 CW0934'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 56.50 FEET.
 CW0934'
 CW0934'ALA AZIMUTH MARK IS A STANDARD BRONZE DISK CEMENTED IN A DRILL
 CW0934'HOLE IN THE CONCRETE BASE OF THE SOUTHEAST LEG OF LOOKOUT
 CW0934'TOWER.  IT IS STAMPED ALA 1943.
 CW0934'
 CW0934'STATION SAC USED FOR THE AZIMUTH MARK IS ON THE SUMMIT OF
 CW0934'SACRAMENTO PEAK, 58 FEET NORTHWEST OF THE NORTHWEST CORNER
 CW0934'OF BUILDING T-2008 AND 22 FEET EAST OF A 3 FEET HIGH STONE WALL.
 CW0934'IT IS STAMPED SAC 1952 AND IS FLUSH WITH THE GROUND SURFACE.
 CW0934'
 CW0934'TO REACH THE STATION FROM THE INTERSECTION 1 BLOCK SOUTH OF THE
 CW0934'POST OFFICE IN CLOUDCROFT, GO SOUTH ON THE COX CANYON ROAD FOR
 CW0934'1.8 MILES TO A FORK, TAKE RIGHT FORK AND GO SOUTH AND SOUTHWEST
 CW0934'ON GRAVELED ROAD FOR 6.25 MILES TO A T ROAD RIGHT AND SIGN
 CW0934'HIGHROLLS 8 MILES, CONTINUE STRAIGHT AHEAD FOR 0.3 MILE TO A
 CW0934'SIDE ROAD RIGHT.  (CONTINUE SOUTH FOR 3.85 MILES TO A FORK
 CW0934'AND SIGN SAC LOOKOUT, TAKE RIGHT FORK AND GO SOUTHWEST FOR
 CW0934'4.3 MILES TO A FORK AND SIGN RESTRICTED AREA, TAKE RIGHT FORK
 CW0934'AND GO UP HILL FOR 1.0 MILE TO SUMMIT AND STATION SAC AS
 CW0934'DESCRIBED.) TURN RIGHT AND GO WEST ON TRACK ROAD FOR 2.0
 CW0934'MILES TO HIGHEST POINT OF PEAK AND STATION JUST SOUTHWEST
 CW0934'OF LOOKOUT TOWER AS DESCRIBED.
 CW0934
 CW0934                          STATION RECOVERY (1952)
 CW0934
 CW0934'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (LNS)
 CW0934'TRIANGULATION STATION LOOKOUT WAS DESTROYED BY CONSTRUCTION.
 CW0934'
 CW0934'BRASS CAP IS NOW IN THE POSSESSION OF GEODETIC BRANCH, ROD-MD
 CW0934
 CW0934                          STATION RECOVERY (1956)
 CW0934
 CW0934'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (AMG)
 CW0934'TRIANGULATION POINT AT LOOKOUT HAS BEEN SEARCHED FOR, BUT NOT
 CW0934'RECOVERED.  BELIEVED DESTROYED.  A BUILDING IS NOW LOCATED
 CW0934'AT THE SITE OF POINT.  ALA AZIMUTH MARK WAS SEARCHED FOR,
 CW0934'BUT NOT RECOVERED.  BELIEVED DESTROYED BY ROAD CONSTRUCTION
 CW0934'(AREA OF POINT IS NOW GRADED).  R.M. NO. 1 (NO. 1934 N. M. GEOD.
 CW0934'S.) (ALAMO L.O.T.) DESTROYED.  BRASS CAP IS IN POSSESSION OF THE
 CW0934'SURVEY SECTION (HOLLOMAN), GEODETIC BRANCH, MEASUREMENTS
 CW0934'DIVISION, WHITE SANDS PROVING GROUND, NEW MEXICO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS1440 ***********************************************************************
 DS1440  DESIGNATION -  LOOKOUT MTN
 DS1440  PID         -  DS1440
 DS1440  STATE/COUNTY-  NM/SIERRA
 DS1440  USGS QUAD   -  LOOKOUT MOUNTAIN (1981)
 DS1440
 DS1440                         *CURRENT SURVEY CONTROL
 DS1440  ___________________________________________________________________
 DS1440* NAD 83(1992)-  33 21 07.61069(N)    107 49 17.35887(W)     ADJUSTED  
 DS1440* NAVD 88     -      2705.1    (meters)    8875.     (feet)  VERTCON   
 DS1440  ___________________________________________________________________
 DS1440  LAPLACE CORR-          -2.20  (seconds)                    DEFLEC99
 DS1440  GEOID HEIGHT-         -22.20  (meters)                     GEOID03
 DS1440
 DS1440  HORZ ORDER  -  FIRST
 DS1440
 DS1440.The horizontal coordinates were established by classical geodetic methods
 DS1440.and adjusted by the National Geodetic Survey in December 1993..
 DS1440
 DS1440.The NAVD 88 height was computed by applying the VERTCON shift value to
 DS1440.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DS1440
 DS1440.The Laplace correction was computed from DEFLEC99 derived deflections.
 DS1440
 DS1440.The geoid height was determined by GEOID03.
 DS1440
 DS1440;                    North         East     Units Scale Factor Converg.
 DS1440;SPC NM W     -   260,804.173   831,102.421   MT  0.99991668   +0 00 23.4
 DS1440;SPC NM W     -   855,655.02  2,726,708.53   sFT  0.99991668   +0 00 23.4
 DS1440;SPC NM C     -   261,902.730   353,732.781   MT  1.00016369   -0 51 50.9
 DS1440;SPC NM C     -   859,259.21  1,160,538.30   sFT  1.00016369   -0 51 50.9
 DS1440;UTM  13      - 3,693,879.444   237,437.921   MT  1.00045004   -1 33 07.5
 DS1440
 DS1440!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS1440!SPC NM W     -   0.99957897  x   0.99991668  =   0.99949569
 DS1440!SPC NM C     -   0.99957897  x   1.00016369  =   0.99974259
 DS1440!UTM  13      -   0.99957897  x   1.00045004  =   1.00002882
 DS1440
 DS1440:                Primary Azimuth Mark                     Grid Az
 DS1440:SPC NM W     -  LOOKOUT MTN AZ MK                        131 35 06.5
 DS1440:SPC NM C     -  LOOKOUT MTN AZ MK                        132 27 20.8
 DS1440:UTM  13      -  LOOKOUT MTN AZ MK                        133 08 37.4
 DS1440
 DS1440|---------------------------------------------------------------------|
 DS1440| PID    Reference Object                     Distance      Geod. Az  |
 DS1440|                                                           dddmmss.s |
 DS1440| CD3134 LOOKOUT MTN AZ MK                                  1313529.9 |
 DS1440| CD3135 LOOKOUT MTN RM 1                      3.237 METERS 13357     |
 DS1440| CD3132 LOOKOUT MTN RM 2                      3.146 METERS 22529     |
 DS1440|---------------------------------------------------------------------|
 DS1440
 DS1440                          SUPERSEDED SURVEY CONTROL
 DS1440
 DS1440  NAD 83(1986)-  33 21 07.61290(N)    107 49 17.35867(W) AD(       ) 1
 DS1440  NAD 27      -  33 21 07.35855(N)    107 49 15.21184(W) AD(       ) 1
 DS1440  NGVD 29 (07/19/86) 2704.1    (m)         8872.     (f) VERT ANG       
 DS1440
 DS1440.Superseded values are not recommended for survey control.
 DS1440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS1440.See file dsdata.txt to determine how the superseded data were derived.
 DS1440
 DS1440_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBS3743893879(NAD 83)
 DS1440_MARKER: DD = SURVEY DISK
 DS1440_SETTING: 80 = SET IN A BOULDER
 DS1440_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 DS1440
 DS1440  HISTORY     - Date     Condition        Report By
 DS1440  HISTORY     - 1945     MONUMENTED       USFS
 DS1440  HISTORY     - 1964     GOOD             CGS
 DS1440  HISTORY     - 1966     SEE DESCRIPTION  CGS
 DS1440
 DS1440                          STATION DESCRIPTION
 DS1440
 DS1440'DESCRIBED BY US FOREST SERVICE 1945 (RAM)
 DS1440'THE STATION IS LOCATED UNDERNEATH THE FOREST SERVICE LOOKOUT
 DS1440'TOWER ON TOP OF LOOKOUT MOUNTAIN WHICH IS ABOUT 3/4 MILE, AIR
 DS1440'LINE, E OF THE CONTINENTAL DIVIDE AND 10 MILES W OF WINSTON,
 DS1440'IN THE GILA NATIONAL FOREST.  IT IS A HIGH SHARP PEAK - THE
 DS1440'HIGHEST IN THE VICINITY.
 DS1440'
 DS1440'TO REACH THE STATION FROM THE BEAVERHEAD RANGER STATION, GO S
 DS1440'ON THE GRADED ROAD 2.5 MILES, THENCE TURN LEFT ON THE WINSTON
 DS1440'ROAD FOR 16.2 MILES TO A ROAD RIGHT AND SIGNS JAMES CABIN,
 DS1440'INMAN SAWMILL, ETC.  TURN RIGHT AND FOLLOW THE GRADED ROAD S
 DS1440'FOR 3.1 MILES TO THE SAWMILL.  GO LEFT AROUND THE SAWMILL ON
 DS1440'THE ROAD S FOR 0.45 MILE, KEEP THE RIGHT FORK FOR 0.75 MILE ON
 DS1440'THE MAIN-TRAVELED ROAD TO A FORK LEFT AND SIGN TO THE RIGHT
 DS1440'ALEXANDER PEAK.  TAKE THE LEFT FORK FOR 2.4 MILES TO ANOTHER
 DS1440'LEFT FORK AT A SIGN MONUMENT PARK.  TURN LEFT AND FOLLOW
 DS1440'THE MAIN TRACK ROAD FOR 7.0 MILES TO THE MONUMENT PARK
 DS1440'FIREMANS CABIN, THENCE CONTINUE FOR 0.7 MILE TO THE END OF
 DS1440'TRUCK TRAVEL AS THE ROAD GOES OVER A SADDLE AND AT A SIGN
 DS1440'LOOKOUT STATION 1.  GO LEFT UP THE TRAIL 1 MILE TO THE TOP
 DS1440'AND STATION.
 DS1440'
 DS1440'THE STATION MARK WHICH IS AN UNSTAMPED FOREST SERVICE DISK IS
 DS1440'SET IN A DRILL HOLE IN A BOULDER FLUSH WITH THE GROUND AND IS
 DS1440'LOCATED ON THE HIGHEST POINT OF THE MOUNTAIN AND DIRECTLY UNDER
 DS1440'THE LOOKOUT TOWER, APPROXIMATELY CENTERED UNDER THE TOWER.
 DS1440'
 DS1440'REFERENCE MARK 1, WHICH IS A BRONZE REFERENCE DISK STAMPED
 DS1440'LOOKOUT MTN USFS NO 1 1945, IS SET IN A DRILL HOLE IN THE SQUARE
 DS1440'CONCRETE POST WHICH IS THE FOUNDATION FOR THE SE LEG OF THE TOWER
 DS1440'AND PROJECTS 1 FOOT ABOVE THE GROUND.  THE MARK IS 6 INCHES
 DS1440'NW OF THE INSIDE CORNER OF THE ANGLE-IRON LEG AND ABOUT 1/4
 DS1440'FOOT HIGHER THAN THE STATION MARK.  IT IS SE OF THE STATION.
 DS1440'
 DS1440'REFERENCE MARK 2, WHICH IS A BRONZE REFERENCE DISK STAMPED
 DS1440'LOOKOUT MTN USFS NO 2 1945, IS SET IN A DRILL HOLE IN THE SQUARE
 DS1440'CONCRETE POST WHICH IS THE FOUNDATION FOR THE SW LEG OF THE
 DS1440'TOWER AND PROJECTS 1.4 FEET ABOVE THE GROUND.  THE MARK IS
 DS1440'SW OF THE STATION, 4.8 INCHES NE OF THE INSIDE CORNER OF THE
 DS1440'ANGLE-IRON LEG, AND ABOUT 1/2 FOOT HIGHER THAN THE STATION MARK.
 DS1440'
 DS1440'THE AZIMUTH MARK WHICH IS A BRONZE AZIMUTH DISK STAMPED LOOKOUT
 DS1440'MTN USFS 1945 IS SET IN A DRILL HOLE IN A DOME OF OUTCROPPING
 DS1440'BEDROCK WHICH PROJECTS ABOUT 3 FEET ABOVE THE GROUND AND IS
 DS1440'ABOUT 10 FEET ACROSS.  IT IS SE OF THE STATION, ABOUT 1/4
 DS1440'MILE SE OF THE END OF TRUCK TRAVEL IN THE SADDLE, ON THE NW
 DS1440'SLOPE OF A SMALL HILL, ABOUT 25 FEET LOWER THAN THE TOP, ABOUT
 DS1440'200 FEET N OF A LARGE BARE ROCK OUTCROP, AND 1 FOOT NW OF A
 DS1440'2-1/2-FOOT ROCK CAIRN.
 DS1440'
 DS1440'NOTE--THE STATION CAN ALSO BE REACHED BY ROAD FROM WINSTON,
 DS1440'BY WAY OF CHLORIDE.
 DS1440
 DS1440                          STATION RECOVERY (1964)
 DS1440
 DS1440'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (FHB)
 DS1440'THE STATION WAS RECOVERED AS DESCRIBED.  BOTH REFERENCE MARKS
 DS1440'WERE FOUND IN GOOD CONDITION, BUT THE STATION MARK WAS RECOVERED
 DS1440'LYING ON TOP OF THE GROUND.  THE AZIMUTH MARK WAS NOT RECOVERED.
 DS1440'A NEW DESCRIPTION ON HOW TO REACH THE STATION FOLLOWS.
 DS1440'
 DS1440'TO REACH THE STATION FROM THE POST OFFICE IN WINSTON, WHICH IS
 DS1440'ABOUT TWENTY FIVE MILES NORTHWEST OF TRUTH OR CONSEQUENCES, GO
 DS1440'NORTH ON STATE ROAD 52 FOR 8.9 MILES.  TURN LEFT OFF STATE
 DS1440'ROAD 52 ONTO STATE ROAD 59, AND GO WEST FOR 13.2 MILES TO TOP OF
 DS1440'THE RIDGE AND A SIGN CONTINENTAL DIVIDE.  CONTINUE WESTERLY
 DS1440'ON THE MAIN ROAD FOR 1.6 MILES TO A SIDE ROAD, LEFT AND A
 DS1440'SIGN LOOKOUT MTN LOOKOUT 12.  TURN LEFT ONTO THE SIDE ROAD AND
 DS1440'GO SOUTH FOR 4.3 MILES TO AN OLD SAWMILL SITE.  CONTINUE
 DS1440'SOUTHERLY ON THE MAIN ROAD FOR 0.7 MILE TO A FORK AND A SIGN
 DS1440'LOOKOUT MTN LOOKOUT 8.  TAKE THE LEFT FORK AND FOLLOW THE
 DS1440'WINDING ROAD UPHILL PASSING THROUGH 3 WIRE GATES, IN A SOUTHERLY
 DS1440'DIRECTION FOR 7.6 MILES TO THE HIGHEST POINT OF THE
 DS1440'MOUNTAIN, THE LOOKOUT TOWER AND THE STATION.
 DS1440
 DS1440                          STATION RECOVERY (1966)
 DS1440
 DS1440'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (JWC)
 DS1440'THE STATION MARK HAS BEEN DESTROYED.  A SMALL WHITE ALUMINUM
 DS1440'SHED WAS ERECTED OVER THE ORIGINAL STATION SITE AND THE MARK
 DS1440'HAD BEEN REMOVED.  THE AZIMUTH MARK WAS SEARCHED FOR BUT NOT
 DS1440'FOUND.  REFERENCE MARKS 1 AND 2 WERE RECOVERED.  REFERENCE
 DS1440'MARK 2 WAS USED IN REFERENCE TO LOOKOUT MTN 2 (USFS).  REFERENCE
 DS1440'MARK 1 WAS OBSTRUCTED BY THE SHED, HOWEVER IT WAS LEFT INTACT.
 DS1440'REFERENCE MARK 3 WAS ESTABLISHED FROM LOOKOUT MTN 2 (USFS).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS1441 ***********************************************************************
 DS1441  DESIGNATION -  LOOKOUT MTN 2
 DS1441  PID         -  DS1441
 DS1441  STATE/COUNTY-  NM/SIERRA
 DS1441  USGS QUAD   -  LOOKOUT MOUNTAIN (1981)
 DS1441
 DS1441                         *CURRENT SURVEY CONTROL
 DS1441  ___________________________________________________________________
 DS1441* NAD 83(1992)-  33 21 07.77730(N)    107 49 17.53003(W)     ADJUSTED  
 DS1441* NAVD 88     -      2705.8    (meters)    8877.     (feet)  VERTCON   
 DS1441  ___________________________________________________________________
 DS1441  LAPLACE CORR-          -2.19  (seconds)                    DEFLEC99
 DS1441  GEOID HEIGHT-         -22.20  (meters)                     GEOID03
 DS1441
 DS1441  HORZ ORDER  -  SECOND
 DS1441
 DS1441.The horizontal coordinates were established by classical geodetic methods
 DS1441.and adjusted by the National Geodetic Survey in December 1993..
 DS1441
 DS1441.The NAVD 88 height was computed by applying the VERTCON shift value to
 DS1441.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DS1441
 DS1441.The Laplace correction was computed from DEFLEC99 derived deflections.
 DS1441
 DS1441.The geoid height was determined by GEOID03.
 DS1441
 DS1441;                    North         East     Units Scale Factor Converg.
 DS1441;SPC NM W     -   260,809.305   831,097.995   MT  0.99991668   +0 00 23.3
 DS1441;SPC NM W     -   855,671.86  2,726,694.01   sFT  0.99991668   +0 00 23.3
 DS1441;SPC NM C     -   261,907.930   353,728.432   MT  1.00016371   -0 51 51.0
 DS1441;SPC NM C     -   859,276.27  1,160,524.03   sFT  1.00016371   -0 51 51.0
 DS1441;UTM  13      - 3,693,884.697   237,433.634   MT  1.00045006   -1 33 07.6
 DS1441
 DS1441!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS1441!SPC NM W     -   0.99957886  x   0.99991668  =   0.99949558
 DS1441!SPC NM C     -   0.99957886  x   1.00016371  =   0.99974250
 DS1441!UTM  13      -   0.99957886  x   1.00045006  =   1.00002873
 DS1441
 DS1441|---------------------------------------------------------------------|
 DS1441| PID    Reference Object                     Distance      Geod. Az  |
 DS1441|                                                           dddmmss.s |
 DS1441| CD3133 LOOKOUT MTN 2 RM 3                    7.578 METERS 12539     |
 DS1441| CD3132 LOOKOUT MTN RM 2                      7.737 METERS 16316     |
 DS1441| DS1430 DIAMOND PEAK LOOKOUT TOWER          APPROX.13.8 KM 1885813.4 |
 DS1441|---------------------------------------------------------------------|
 DS1441
 DS1441                          SUPERSEDED SURVEY CONTROL
 DS1441
 DS1441  NAD 83(1986)-  33 21 07.78025(N)    107 49 17.52914(W) AD(       ) 2
 DS1441  NAD 27      -  33 21 07.52755(N)    107 49 15.38484(W) AD(       ) 2
 DS1441  NGVD 29 (07/19/86) 2704.8    (m)         8874.     (f) VERT ANG       
 DS1441
 DS1441.Superseded values are not recommended for survey control.
 DS1441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS1441.See file dsdata.txt to determine how the superseded data were derived.
 DS1441
 DS1441_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBS3743493885(NAD 83)
 DS1441_MARKER: DS = TRIANGULATION STATION DISK
 DS1441_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS1441_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DS1441
 DS1441  HISTORY     - Date     Condition        Report By
 DS1441  HISTORY     - 1966     MONUMENTED       CGS
 DS1441
 DS1441                          STATION DESCRIPTION
 DS1441
 DS1441'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (JWC)
 DS1441'THE STATION IS ABOUT 21 MILES WEST OF MONTICELLO, 17 MILES
 DS1441'EAST-SOUTHEAST OF BEAVERHEAD, 9 MILES SOUTH OF THE SIERRA-SOCORRO
 DS1441'COUNTY LINE, 9 MILES EAST OF WINSTON AND IS ON THE BLACK RANGE
 DS1441'IN THE EAST EDGE OF THE GILA NATIONAL FOREST.  IT IS ON THE CREST
 DS1441'OF LOOKOUT MOUNTAIN, WHICH IS THE HIGHEST POINT IN THE IMMEDIATE
 DS1441'VICINITY.
 DS1441'
 DS1441'TO REACH THE STATION FROM THE ENTRANCE TO THE NEW BEAVERHEAD
 DS1441'RANGER STATION, GO SOUTHEAST ON A GRAVELED ROAD FOR 0.05 MILE
 DS1441'TO A FORK, TAKE THE LEFT FORK AND GO EASTERLY ON THE WINSTON
 DS1441'ROAD FOR 8.3 MILES TO A SIDE ROAD RIGHT AND A SIGN ON THE
 DS1441'RIGHT (INDIAN CIENEGA-FIRE ROAD).  CONTINUE STRAIGHT AHEAD
 DS1441'EASTERLY, ON PAVED ROAD FOR 8.3 MILES TO A SIDE ROAD RIGHT
 DS1441'AND A SIGN (LOOKOUT MTN LO. 12), TURN RIGHT AND GO SOUTH ON
 DS1441'GRAVELED ROAD FOR 1.45 MILES TO A REVERSE FORK.  CONTINUE
 DS1441'SOUTH ON GRAVELED ROAD FOR 2.8 MILES TO AN OLD BOILER ON THE
 DS1441'LEFT AND A SIGN (TAYLOR CREEK) ON THE RIGHT, KEEP LEFT AND
 DS1441'GO EASTERLY AROUND THE BOILDER AND UP HILL FOR 0.5 MILE TO A
 DS1441'FORK, KEEP RIGHT FORK AND GO SOUTH FOR 0.2 MILE TO A SIDE ROAD
 DS1441'LEFT AND A SIGN (LOOKOUT MTN.-LOOKOUT 8), TURN LEFT AND GO
 DS1441'IN AN EASTERLY DIRECTION FOR 7.8 MILES TO THE TOP OF
 DS1441'LOOKOUT MOUNTAIN AND THE STATION.
 DS1441'
 DS1441'THE STATION MARK IS A STANDARD DISK, STAMPED LOOKOUT MTN 2
 DS1441'(USFS) 1966, SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES
 DS1441'IN DIAMETER, THAT PROJECTS 1 INCH ABOVE THE GROUND.  IT IS 37
 DS1441'FEET NORTHEAST OF A 6 INCH LONE PINE TREE, 12 FEET NORTH OF THE
 DS1441'NORTH LEG OF THE LOOKOUT TOWER AND 6.5 FEET SOUTH OF THE
 DS1441'CENTERLINE OF THE TRACK ROAD.
 DS1441'
 DS1441'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED LOOKOUT MTN (USFS)
 DS1441'NO 2 1945, CEMENTED IN A DRILL HOLE IN A CONCRETE FOUNDATION
 DS1441'THAT IS A 14 INCH SQUARE CONCRETE POST FOR THE SOUTHWEST LEG
 DS1441'OF THE LOOKOUT TOWER, THAT PROJECTS 1.5 FEET ABOVE THE GROUND.
 DS1441'IT IS 28 FEET SOUTH OF THE CENTERLINE OF A TRACK ROAD, 24.5
 DS1441'FEET EAST OF THE 6 INCH PINE TREE AND IS ABOUT 1 FOOT HIGHER
 DS1441'THAN THE STATION.  THE ARROW ON THE MARK IS POINTED TO THE
 DS1441'ORIGINAL STATION SITE.
 DS1441'
 DS1441'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED LOOKOUT MTN 2 (USFS)
 DS1441'NO 3 1966, CEMENTED IN A DRILL HOLE IN A CONCRETE FOUNDATION FOR
 DS1441'A SMALL ALUMINUM WHITE STORAGE SHED, THAT PROJECTS 5 INCHES ABOVE
 DS1441'THE GROUND.  IT IS 15.5 FEET SOUTH OF THE END OF THE TRACK
 DS1441'ROAD, 6 FEET SOUTHWEST OF THE NORTHEAST LEG OF THE LOOKOUT TOWER
 DS1441'AND IS ABOUT THE SAME ELEVATION AS THE STATION.
 DS1441'
 DS1441'NOTE--REFERENCE MARK 1 IS OBSTRUCTED BY THE SMALL ALUMINUM WHITE
 DS1441'STORAGE SHED WHICH HAS BEEN ERECTED OVER THE ORIGINAL STATION
 DS1441'SITE.  SEE RECOVERY NOTE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0068 ***********************************************************************
 FO0068  DESIGNATION -  LOOKOUT PARK
 FO0068  PID         -  FO0068
 FO0068  STATE/COUNTY-  NM/SANDOVAL
 FO0068  USGS QUAD   -  CANADA (1993)
 FO0068
 FO0068                         *CURRENT SURVEY CONTROL
 FO0068  ___________________________________________________________________
 FO0068* NAD 83(1992)-  35 40 25.95377(N)    106 27 31.70712(W)     ADJUSTED  
 FO0068* NAVD 88     -      2054.800  (meters)    6741.46   (feet)  ADJUSTED  
 FO0068  ___________________________________________________________________
 FO0068  LAPLACE CORR-          -3.81  (seconds)                    DEFLEC99
 FO0068  GEOID HEIGHT-         -19.90  (meters)                     GEOID03
 FO0068  DYNAMIC HT  -        2051.898 (meters)    6731.94  (feet)  COMP
 FO0068  MODELED GRAV-     979,148.2   (mgal)                       NAVD 88
 FO0068
 FO0068  HORZ ORDER  -  SECOND
 FO0068  VERT ORDER  -  SECOND    CLASS 0
 FO0068
 FO0068.The horizontal coordinates were established by classical geodetic methods
 FO0068.and adjusted by the National Geodetic Survey in December 1993..
 FO0068
 FO0068.The orthometric height was determined by differential leveling
 FO0068.and adjusted by the National Geodetic Survey in June 1991..
 FO0068
 FO0068.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO0068
 FO0068.The geoid height was determined by GEOID03.
 FO0068
 FO0068.The dynamic height is computed by dividing the NAVD 88
 FO0068.geopotential number by the normal gravity value computed on the
 FO0068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0068.degrees latitude (g = 980.6199 gals.).
 FO0068
 FO0068.The modeled gravity was interpolated from observed gravity values.
 FO0068
 FO0068;                    North         East     Units Scale Factor Converg.
 FO0068;SPC NM C     -   518,351.192   481,097.811   MT  0.99990440   -0 07 18.4
 FO0068;SPC NM C     - 1,700,623.87  1,578,401.73   sFT  0.99990440   -0 07 18.4
 FO0068;UTM  13      - 3,948,757.791   367,977.346   MT  0.99981479   -0 51 03.1
 FO0068
 FO0068!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO0068!SPC NM C     -   0.99968071  x   0.99990440  =   0.99958514
 FO0068!UTM  13      -   0.99968071  x   0.99981479  =   0.99949556
 FO0068
 FO0068|---------------------------------------------------------------------|
 FO0068| PID    Reference Object                     Distance      Geod. Az  |
 FO0068|                                                           dddmmss.s |
 FO0068| CD4508 LOOKOUT PARK RM 1                     8.863 METERS 08425     |
 FO0068| CD4509 LOOKOUT PARK RM 2                     9.209 METERS 14509     |
 FO0068| CD4510 LOOKOUT PARK RM 3                    10.202 METERS 20320     |
 FO0068| CD4507 LOOKOUT PARK AZ MK                                 2803307.0 |
 FO0068|---------------------------------------------------------------------|
 FO0068
 FO0068                          SUPERSEDED SURVEY CONTROL
 FO0068
 FO0068  NAD 83(1986)-  35 40 25.95759(N)    106 27 31.71052(W) AD(       ) 2
 FO0068  NAD 27      -  35 40 25.85660(N)    106 27 29.60720(W) AD(       ) 2
 FO0068  NGVD 29 (??/??/92) 2053.760  (m)         6738.04   (f) ADJ UNCH    2 0
 FO0068
 FO0068.Superseded values are not recommended for survey control.
 FO0068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0068.See file dsdata.txt to determine how the superseded data were derived.
 FO0068
 FO0068_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV6797748758(NAD 83)
 FO0068_MARKER: DD = SURVEY DISK
 FO0068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FO0068_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 FO0068_STAMPING: LOOKOUT PARK 1934
 FO0068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO0068+STABILITY: SURFACE MOTION
 FO0068
 FO0068  HISTORY     - Date     Condition        Report By
 FO0068  HISTORY     - 1945     MONUMENTED       USFS
 FO0068  HISTORY     - 1941     GOOD             NGS
 FO0068
 FO0068                          STATION DESCRIPTION
 FO0068
 FO0068'DESCRIBED BY US FOREST SERVICE 1945 (CAE)
 FO0068'STATION IS LOCATED ABOUT 6 MILES NW OF THE TOWN OF COCHITI, ON
 FO0068'A ROLLING CEDAR-COVERED MESA, AND ABOUT 30 FEET FROM THE NE EDGE
 FO0068'OF THE MESA.
 FO0068'
 FO0068'TO REACH THE STATION FROM THE STATE CAPITOL BUILDING IN SANTA
 FO0068'FE, DRIVE SW ON U.S. HIGHWAY 85 FOR 21.9 MILES.  TURN RIGHT OFF
 FO0068'THE HIGHWAY AT A SIGN READING COCHITI AND GO FOR 3.1 MILES ON A
 FO0068'GRADED ROAD TO A JUNCTION OF GRADED ROADS AT A POWER LINE.
 FO0068'CONTINUE STRAIGHT AHEAD FOR 3.5 MILES TO A FORK.  TAKE THE RIGHT
 FO0068'FORK FOR 1.0 MILE TO ANOTHER FORK AT A SIGN READING COCHITI
 FO0068'PUEBLO 5.  TAKE THE RIGHT FORK FOR 2.6 MILES, CROSSING THE
 FO0068'RIO GRANDE AND STAYING ON THE MAIN TRAVELED ROAD, TO A SIGN
 FO0068'READING 3 COCHITI PUEBLO.  HERE TAKE THE LEFT FORK FOR 2.1
 FO0068'MILES TO A FORK IN THE ROAD AT THE N EDGE OF THE TOWN OF
 FO0068'COCHITI.  SIGNS HERE READ JEMEZ PUEBLO 38 AND PALIZA CANON
 FO0068'27.  TAKE THE RIGHT FORK AND GO 9.1 MILES TO THE STATION
 FO0068'ON THE RIGHT.
 FO0068'
 FO0068'THE STATION IS MARKED BY A DISK OF THE U.S. DEPARTMENT OF
 FO0068'AGRICULTURE FOREST SERVICE STAMPED LOOKOUT PARK BM 1934 AND
 FO0068'SET IN A 6-INCH SQUARE CONCRETE POST PROJECTING ABOUT 8 INCHES
 FO0068'ABOVE THE GROUND.  STATION IS 56 FEET N OF THE CENTER LINE OF THE
 FO0068'ROAD, AT THE E END OF A PARKING AREA OVERLOOKING THE CANYON TO
 FO0068'THE N.
 FO0068'
 FO0068'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK STAMPED LOOKOUT PARK
 FO0068'BM USFS NO 1 AND SET IN A DRILL HOLE IN A BOULDER.  IT PROJECTS
 FO0068'ABOUT 3 INCHES ABOVE THE GROUND.  IT IS E OF THE STATION AND ABOUT
 FO0068'1 FOOT HIGHER.
 FO0068'
 FO0068'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK STAMPED LOOKOUT
 FO0068'PARK BM NO 2 USFS AND SET IN A DRILL HOLE IN A BOULDER.  IT
 FO0068'PROJECTS ABOUT 6 INCHES ABOVE THE GROUND.  IT IS SSE OF THE
 FO0068'STATION AND AT ABOUT THE SAME LEVEL.
 FO0068'
 FO0068'REFERENCE MARK 3 IS A BRONZE REFERENCE DISK STAMPED LOOKOUT PARK
 FO0068'BM USFS R.M. NO 3 1945 AND SET IN A DRILL HOLE IN A BOULDER.
 FO0068'IT PROJECTS ABOUT 2 INCHES ABOVE THE GROUND.  IT IS SSW OF THE
 FO0068'STATION AND ABOUT 2 FEET LOWER.
 FO0068'
 FO0068'AZIMUTH MARK IS A BRONZE REFERENCE MARK DISK STAMPED LOOKOUT PARK
 FO0068'BM AZIMUTH MARK 1938 AND SET IN A 12-INCH SQUARE CONCRETE POST
 FO0068'PROJECTING ABOUT 3 INCHES ABOVE THE GROUND.  IT IS 2.2 FEET
 FO0068'E OF A WITNESS POST, 17.5 FEET S OF THE CENTER LINE OF THE
 FO0068'ROAD WHICH PASSES THE STATION, AND 0.35 MILE W OF THE STATION.
 FO0068
 FO0068                          STATION RECOVERY (1941)
 FO0068
 FO0068'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1941
 FO0068'14.9 MI NW FROM PENABLANCA.
 FO0068'14.9 MILES NORTHWEST ALONG A ROAD LEADING TO JEMES FROM THE CATHOLIC
 FO0068'CHURCH AT PENABLANCA, SANDOVAL COUNTY, 8.6 MILES NORTHWEST OF THE
 FO0068'JUNCTION OF A ROAD LEADING TO COCHITI PUEBLO, 0.3 MILE EAST OF A
 FO0068'CATTLEGUARD AND THE SANTA FE NATIONAL FOREST BOUNDARY SIGN, ON THE
 FO0068'OUTSIDE OF A CURVE, UNDERNEATH A 4-FOOT WOODEN STAND, 63 FEET EAST OF
 FO0068'THE CENTERLINE OF THE ROAD, 35 FEET WEST OF THE EDGE OF A CANYON, 5
 FO0068'FEET EAST OF THE SOUTH END OF A STONE GUARDRAIL, AND 3 FEET HIGHER
 FO0068'THAN THE ROAD.  A U.S. FOREST SERVICE STANDARD DISK, STAMPED LOOKOUT
 FO0068'PARK 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.9 FOOT
 FO0068'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0067 ***********************************************************************
 FO0067  DESIGNATION -  LOOKOUT PARK RM 1
 FO0067  PID         -  FO0067
 FO0067  STATE/COUNTY-  NM/SANDOVAL
 FO0067  USGS QUAD   -  CANADA (1993)
 FO0067
 FO0067                         *CURRENT SURVEY CONTROL
 FO0067  ___________________________________________________________________
 FO0067* NAD 83(1986)-  35 40 26.     (N)    106 27 30.     (W)     SCALED    
 FO0067* NAVD 88     -      2054.815  (meters)    6741.51   (feet)  ADJUSTED  
 FO0067  ___________________________________________________________________
 FO0067  GEOID HEIGHT-         -19.90  (meters)                     GEOID03
 FO0067  DYNAMIC HT  -        2051.914 (meters)    6731.99  (feet)  COMP
 FO0067  MODELED GRAV-     979,148.3   (mgal)                       NAVD 88
 FO0067
 FO0067  VERT ORDER  -  SECOND    CLASS 0
 FO0067
 FO0067.The horizontal coordinates were scaled from a topographic map and have
 FO0067.an estimated accuracy of +/- 6 seconds.
 FO0067
 FO0067.The orthometric height was determined by differential leveling
 FO0067.and adjusted by the National Geodetic Survey in June 1991..
 FO0067
 FO0067.The geoid height was determined by GEOID03.
 FO0067
 FO0067.The dynamic height is computed by dividing the NAVD 88
 FO0067.geopotential number by the normal gravity value computed on the
 FO0067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0067.degrees latitude (g = 980.6199 gals.).
 FO0067
 FO0067.The modeled gravity was interpolated from observed gravity values.
 FO0067
 FO0067;                    North         East    Units  Estimated Accuracy
 FO0067;SPC NM C     -   518,350.      481,140.      MT  (+/- 180 meters Scaled)
 FO0067
 FO0067                          SUPERSEDED SURVEY CONTROL
 FO0067
 FO0067  NGVD 29 (??/??/92) 2053.775  (m)         6738.09   (f) ADJ UNCH    2 0
 FO0067
 FO0067.Superseded values are not recommended for survey control.
 FO0067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0067.See file dsdata.txt to determine how the superseded data were derived.
 FO0067
 FO0067_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV680487(NAD 83)
 FO0067_MARKER: DR = REFERENCE MARK DISK
 FO0067_SETTING: 80 = SET IN A BOULDER
 FO0067_SP_SET: BOULDER NO
 FO0067_STAMPING: LOOKOUT PARK NO 1 1934
 FO0067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO0067+STABILITY: SURFACE MOTION
 FO0067
 FO0067  HISTORY     - Date     Condition        Report By
 FO0067  HISTORY     - 1945     MONUMENTED       CGS
 FO0067
 FO0067                          STATION DESCRIPTION
 FO0067
 FO0067'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 FO0067'14.9 MI NW FROM PENABLANCA.
 FO0067'14.9 MILES NORTHWEST ALONG A ROAD LEADING TO JEMES FROM THE CATHOLIC
 FO0067'CHURCH AT PENABLANCA, SANDOVAL COUNTY, 8.6 MILES NORTHWEST OF THE
 FO0067'JUNCTION OF A ROAD LEADING TO COCHITI PUEBLO, 0.3 MILE EAST OF A
 FO0067'CATTLEGUARD AND THE SANTA FE NATIONAL FOREST BOUNDARY SIGN, ON THE
 FO0067'OUTSIDE OF A CURVE, 92 FEET EAST OF THE CENTERLINE OF THE ROAD, 30.1
 FO0067'FEET NORTHEAST OF R.M.2 LOOKOUT PARK, DESCRIBED ABOVE, 28.4 FEET EAST
 FO0067'OF UNITED STATES FOREST SERVICE TRIANGULATION STATION LOOKOUT PARK,
 FO0067'DESCRIBED BELOW, 14 FEET SOUTH OF THE EDGE OF A CANYON, 7 FEET WEST OF
 FO0067'A PINON TREE, IN THE TOP OF A BROWN BOULDER PROJECTING 0.3 FOOT ABOVE
 FO0067'GROUND, AND 3.8 FEET HIGHER THAN THE ROAD.  A STANDARD REFERENCE-MARK
 FO0067'DISK, STAMPED LOOKOUT PARK NO 1 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0066 ***********************************************************************
 FO0066  DESIGNATION -  LOOKOUT PARK RM 2
 FO0066  PID         -  FO0066
 FO0066  STATE/COUNTY-  NM/SANDOVAL
 FO0066  USGS QUAD   -  CANADA (1993)
 FO0066
 FO0066                         *CURRENT SURVEY CONTROL
 FO0066  ___________________________________________________________________
 FO0066* NAD 83(1986)-  35 40 25.     (N)    106 27 31.     (W)     SCALED    
 FO0066* NAVD 88     -      2054.876  (meters)    6741.71   (feet)  ADJUSTED  
 FO0066  ___________________________________________________________________
 FO0066  GEOID HEIGHT-         -19.90  (meters)                     GEOID03
 FO0066  DYNAMIC HT  -        2051.974 (meters)    6732.18  (feet)  COMP
 FO0066  MODELED GRAV-     979,148.2   (mgal)                       NAVD 88
 FO0066
 FO0066  VERT ORDER  -  SECOND    CLASS 0
 FO0066
 FO0066.The horizontal coordinates were scaled from a topographic map and have
 FO0066.an estimated accuracy of +/- 6 seconds.
 FO0066
 FO0066.The orthometric height was determined by differential leveling
 FO0066.and adjusted by the National Geodetic Survey in June 1991..
 FO0066
 FO0066.The geoid height was determined by GEOID03.
 FO0066
 FO0066.The dynamic height is computed by dividing the NAVD 88
 FO0066.geopotential number by the normal gravity value computed on the
 FO0066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 FO0066.degrees latitude (g = 980.6199 gals.).
 FO0066
 FO0066.The modeled gravity was interpolated from observed gravity values.
 FO0066
 FO0066;                    North         East    Units  Estimated Accuracy
 FO0066;SPC NM C     -   518,320.      481,120.      MT  (+/- 180 meters Scaled)
 FO0066
 FO0066                          SUPERSEDED SURVEY CONTROL
 FO0066
 FO0066  NGVD 29 (??/??/92) 2053.836  (m)         6738.29   (f) ADJ UNCH    2 0
 FO0066
 FO0066.Superseded values are not recommended for survey control.
 FO0066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0066.See file dsdata.txt to determine how the superseded data were derived.
 FO0066
 FO0066_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV679487(NAD 83)
 FO0066_MARKER: DR = REFERENCE MARK DISK
 FO0066_SETTING: 80 = SET IN A BOULDER
 FO0066_SP_SET: BOULDER
 FO0066_STAMPING: LOOKOUT PARK 2 1934
 FO0066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO0066+STABILITY: SURFACE MOTION
 FO0066
 FO0066  HISTORY     - Date     Condition        Report By
 FO0066  HISTORY     - 1945     MONUMENTED       CGS
 FO0066
 FO0066                          STATION DESCRIPTION
 FO0066
 FO0066'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 FO0066'14.9 MI NW FROM PENABLANCA.
 FO0066'14.9 MILES NORTHWEST ALONG A ROAD LEADING TO JEMES FROM THE CATHOLIC
 FO0066'CHURCH AT PENABLANCA, SANDOVAL COUNTY, 8.6 MILES NORTHWEST OF THE
 FO0066'JUNCTION OF A ROAD LEADING TO COCHITI PUEBLO, 0.3 MILE EAST OF A
 FO0066'CATTLEGUARD AND THE SANTE FE NATIONAL FOREST BOUNDARY SIGN, 62 FEET
 FO0066'EAST OF THE CENTER LINE OF THE ROAD, 29.6 FEET SOUTHEAST OF UNITED
 FO0066'STATES FOREST SERVICE TRIANGULATION STATION LOOKOUT PARK, DESCRIBED
 FO0066'BELOW, 30.1 FEET SOUTHWEST OF R.M. 1 LOOKOUT PARK, DESCRIBED BELOW, 19
 FO0066'FEET NORTHWEST OF A LARGE PINON TREE, IN THE TOP OF A BROWN BOULDER
 FO0066'PROJECTION 0.4 FOOT ABOVE THE GROUND, AND 3 FEET HIGHER THAN THE ROAD.
 FO0066'A STANDARD REFERENCE-MARK DISK, STAMPED LOOKOUT PARK NO 2 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DS1320 ***********************************************************************
 DS1320  DESIGNATION -  LOPEZ
 DS1320  PID         -  DS1320
 DS1320  STATE/COUNTY-  NM/SOCORRO
 DS1320  USGS QUAD   -  LUIS LOPEZ (1982)
 DS1320
 DS1320                         *CURRENT SURVEY CONTROL
 DS1320  ___________________________________________________________________
 DS1320* NAD 83(1992)-  33 58 49.05064(N)    106 53 08.74639(W)     ADJUSTED  
 DS1320* NAVD 88     -      1400.7    (meters)    4595.     (feet)  VERTCON   
 DS1320  ___________________________________________________________________
 DS1320  LAPLACE CORR-          -1.16  (seconds)                    DEFLEC99
 DS1320  GEOID HEIGHT-         -22.32  (meters)                     GEOID03
 DS1320
 DS1320  HORZ ORDER  -  SECOND
 DS1320
 DS1320.The horizontal coordinates were established by classical geodetic methods
 DS1320.and adjusted by the National Geodetic Survey in December 1993..
 DS1320
 DS1320.The NAVD 88 height was computed by applying the VERTCON shift value to
 DS1320.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DS1320
 DS1320.The Laplace correction was computed from DEFLEC99 derived deflections.
 DS1320
 DS1320.The geoid height was determined by GEOID03.
 DS1320
 DS1320;                    North         East     Units Scale Factor Converg.
 DS1320;SPC NM C     -   330,650.155   441,257.040   MT  0.99994252   -0 21 19.2
 DS1320;SPC NM C     - 1,084,808.05  1,447,690.81   sFT  0.99994252   -0 21 19.2
 DS1320;UTM  13      - 3,761,573.332   325,801.780   MT  0.99997408   -1 03 15.2
 DS1320
 DS1320!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DS1320!SPC NM C     -   0.99978366  x   0.99994252  =   0.99972619
 DS1320!UTM  13      -   0.99978366  x   0.99997408  =   0.99975775
 DS1320
 DS1320|---------------------------------------------------------------------|
 DS1320| PID    Reference Object                     Distance      Geod. Az  |
 DS1320|                                                           dddmmss.s |
 DS1320| CD3137 LOPEZ RM 1                           30.025 METERS 01605     |
 DS1320| CD3138 LOPEZ RM 2                            7.890 METERS 26653     |
 DS1320| CD3136 LOPEZ AZ MK                                        3464155.2 |
 DS1320|---------------------------------------------------------------------|
 DS1320
 DS1320                          SUPERSEDED SURVEY CONTROL
 DS1320
 DS1320  NAD 83(1986)-  33 58 49.05746(N)    106 53 08.74828(W) AD(       ) 2
 DS1320  NAD 27      -  33 58 48.81580(N)    106 53 06.64630(W) AD(       ) 2
 DS1320  NGVD 29 (07/19/86) 1400.0    (m)         4593.     (f) VERT ANG       
 DS1320
 DS1320.Superseded values are not recommended for survey control.
 DS1320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DS1320.See file dsdata.txt to determine how the superseded data were derived.
 DS1320
 DS1320_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCT2580261573(NAD 83)
 DS1320_MARKER: DS = TRIANGULATION STATION DISK
 DS1320_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DS1320
 DS1320  HISTORY     - Date     Condition        Report By
 DS1320  HISTORY     - 1954     MONUMENTED       CGS
 DS1320  HISTORY     - 1962     GOOD             LOCENG
 DS1320  HISTORY     - 1973     GOOD             NGS
 DS1320  HISTORY     - 19860430 GOOD             LOCSUR
 DS1320
 DS1320                          STATION DESCRIPTION
 DS1320
 DS1320'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (WRH)
 DS1320'THE STATION IS LOCATED AIRLINE, ABOUT 4-1/2 MILES NORTH-NORTHWEST
 DS1320'OF SAN ANTONIO AND ABOUT 5-1/2 MILES SOUTH OF SOCORRO ON THE
 DS1320'SOUTHWEST SIDE OF OLD U.S. HIGHWAY 85.
 DS1320'
 DS1320'THE STATION IS A STANDARD DISK STAMPED LOPEZ 1954 SET IN TOP
 DS1320'OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS ABOUT 4
 DS1320'INCHES ABOVE THE GROUND.  IT IS 45 FEET SOUTHWEST OF THE CENTER
 DS1320'LINE OF THE HIGHWAY AND 9 FEET NORTH OF A WHITE WITNESS POST.
 DS1320'
 DS1320'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED LOPEZ NO
 DS1320'1 1954 SET IN TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH
 DS1320'PROJECTS ABOUT 4 INCHES ABOVE THE GROUND AND IS ABOUT 7 FEET
 DS1320'LOWER THAN THE STATION.  IT IS 44 FEET NORTHEAST OF THE CENTER
 DS1320'LINE OF THE HIGHWAY.
 DS1320'
 DS1320'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED LOPEZ NO 2
 DS1320'1954 SET IN TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH
 DS1320'PROJECTS ABOUT 4 INCHES ABOVE THE GROUND AND IS ABOUT THE SAME
 DS1320'ELEVATION AS THE STATION.  IT IS 59 FEET SOUTHWEST OF THE CENTER
 DS1320'LINE OF THE HIGHWAY.
 DS1320'
 DS1320'982 A 2T IS A STANDARD U.S. BUREAU OF RECLAMATION BENCH MARK DISK
 DS1320'WITH NO STAMPING, SET IN TOP OF A CONCRETE CYLINDER WHICH IS ABOUT
 DS1320'6 INCHES IN DIAMETER AND PROJECTS ABOUT 6 INCHES ABOVE THE GROUND.
 DS1320'IT IS 28 FEET NORTHEAST OF A NORTHWEST-SOUTHEAST FENCE LINE AND
 DS1320'58 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY.
 DS1320'
 DS1320'THE AZIMUTH MARK IS A STANDARD DISK STAMPED LOPEZ 1954 SET IN
 DS1320'TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS ABOUT
 DS1320'4 INCHES ABOVE THE GROUND.  IT IS 48 FEET EAST OF THE CENTER
 DS1320'LINE OF THE HIGHWAY AND 28 FEET WEST OF THE WEST BANK OF A LARGE
 DS1320'IRRIGATION DITCH.
 DS1320'
 DS1320'TO REACH THE STATION FROM THE POST OFFICE IN SOCORRO, GO SOUTH
 DS1320'ON U.S. HIGHWAY 85 FOR 4.2 MILES.  TURN LEFT ONTO OLD U.S. HIGHWAY
 DS1320'85 AND GO SOUTHEAST AND SOUTH FOR 0.95 MILE TO THE AZIMUTH MARK
 DS1320'ON THE LEFT, EAST SIDE.  CONTINUE SOUTH ON THE HIGHWAY FOR 0.35
 DS1320'MILE TO A LOW BANK ON THE RIGHT, A WHITE WITNESS POST AND THE
 DS1320'STATION.
 DS1320
 DS1320                          STATION RECOVERY (1962)
 DS1320
 DS1320'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1962
 DS1320'STATION RECOVERED BY THOMAS ENGR AND SURV CO.
 DS1320'
 DS1320'ALL MARKS FOUND UNDISTURBED.
 DS1320
 DS1320                          STATION RECOVERY (1973)
 DS1320
 DS1320'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CWW)
 DS1320'THE STATION MARK AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED
 DS1320'AND FOUND IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 DS1320'
 DS1320'TO REACH THE STATION FROM THE JUNCTION OF CALIFORNIA
 DS1320'AND MANZANARES STREETS IN SOCORRO, GO SOUTH ON CALIFORNIA,
 DS1320'0.8 MILES TO A FRONTAGE ROAD RIGHT.  TURN RIGHT ONTO FRONTAGE AND
 DS1320'CONTINUE SOUTH, 3.7 MILES TO AN INTERSECTION.  TURN LEFT ON S.R.1
 DS1320'AND CROSS OVER INTERSTATE 25, 0.35 MILES TO A CATTLE GUARD,
 DS1320'CONTINUE EAST AND THEN SOUTHERLY ALONG S.R.1, 0.95 MILES TO THE
 DS1320'STATION ON THE RIGHT.  STATION IS ON A SMALL CUT, 25 FEET WEST
 DS1320'OF S.R.1.
 DS1320'
 DS1320'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 DS1320'5.5 MILES S OF SOCORRO.
 DS1320
 DS1320                          STATION RECOVERY (1986)
 DS1320
 DS1320'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1986 (JH)
 DS1320'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1532 ***********************************************************************
 FO1532  DESIGNATION -  LOPEZ
 FO1532  PID         -  FO1532
 FO1532  STATE/COUNTY-  NM/SANDOVAL
 FO1532  USGS QUAD   -  LA VENTANA (1970)
 FO1532
 FO1532                         *CURRENT SURVEY CONTROL
 FO1532  ___________________________________________________________________
 FO1532* NAD 83(1992)-  35 45 34.91093(N)    106 56 31.13262(W)     ADJUSTED  
 FO1532* NAVD 88     -      2077.0    (meters)    6814.     (feet)  VERTCON   
 FO1532  ___________________________________________________________________
 FO1532  LAPLACE CORR-           6.95  (seconds)                    DEFLEC99
 FO1532  GEOID HEIGHT-         -19.82  (meters)                     GEOID03
 FO1532
 FO1532  HORZ ORDER  -  SECOND
 FO1532
 FO1532.The horizontal coordinates were established by classical geodetic methods
 FO1532.and adjusted by the National Geodetic Survey in December 1993..
 FO1532
 FO1532.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO1532.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO1532
 FO1532.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1532
 FO1532.The geoid height was determined by GEOID03.
 FO1532
 FO1532;                    North         East     Units Scale Factor Converg.
 FO1532;SPC NM C     -   528,073.191   437,425.455   MT  0.99994823   -0 24 15.8
 FO1532;SPC NM C     - 1,732,520.13  1,435,120.01   sFT  0.99994823   -0 24 15.8
 FO1532;UTM  13      - 3,959,035.053   324,433.647   MT  0.99997983   -1 08 06.6
 FO1532
 FO1532!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1532!SPC NM C     -   0.99967722  x   0.99994823  =   0.99962546
 FO1532!UTM  13      -   0.99967722  x   0.99997983  =   0.99965705
 FO1532
 FO1532|---------------------------------------------------------------------|
 FO1532| PID    Reference Object                     Distance      Geod. Az  |
 FO1532|                                                           dddmmss.s |
 FO1532| CD4512 LOPEZ RM 1                            8.480 METERS 00451     |
 FO1532| CD4511 LOPEZ AZ MK                                        1520820.5 |
 FO1532| CD4513 LOPEZ RM 2                           17.541 METERS 27443     |
 FO1532|---------------------------------------------------------------------|
 FO1532
 FO1532                          SUPERSEDED SURVEY CONTROL
 FO1532
 FO1532  NAD 83(1986)-  35 45 34.91326(N)    106 56 31.13617(W) AD(       ) 2
 FO1532  NAD 27      -  35 45 34.82480(N)    106 56 28.99030(W) AD(       ) 2
 FO1532  NGVD 29 (07/19/86) 2076.0    (m)         6811.     (f) VERT ANG       
 FO1532
 FO1532.Superseded values are not recommended for survey control.
 FO1532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1532.See file dsdata.txt to determine how the superseded data were derived.
 FO1532
 FO1532_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV2443459035(NAD 83)
 FO1532_MARKER: DS = TRIANGULATION STATION DISK
 FO1532_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FO1532
 FO1532  HISTORY     - Date     Condition        Report By
 FO1532  HISTORY     - 1958     MONUMENTED       CGS
 FO1532  HISTORY     - 1971     GOOD             NMHD
 FO1532
 FO1532                          STATION DESCRIPTION
 FO1532
 FO1532'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RLE)
 FO1532'THE STATION IS LOCATED ABOUT 5 MILES AIRLINE SOUTH OF THE LA
 FO1532'VENTANA TRADING POST AND 0.4 MILE WEST OF STATE HIGHWAY 44
 FO1532'ON THE CREST OF A LOW HILL WHICH IS COVERED ON TOP WITH SCRUB
 FO1532'PINE AND CEDAR TREES.  IT IS 34 FEET WEST OF THE EDGE OF THE
 FO1532'ROCK RIM AND 3 FEET NORTH-NORTHWEST OF A WHITE WITNESS POST.
 FO1532'THE MARK IS SET FLUSH WITH THE SURFACE OF THE GROUND AND IS
 FO1532'STAMPED LOPEZ 1958.
 FO1532'
 FO1532'REFERENCE MARK NO. 1 IS A STANDARD REFERENCE MARK DISK SET
 FO1532'IN CEMENT.  IT IS 10 FEET SOUTH OF A SMALL TREE WITH A TRIANGLE
 FO1532'BLAZE ON ITS SIDE.  THE MARK IS SET FLUSH WITH THE SURFACE
 FO1532'OF THE GROUND AND IS STAMPED LOPEZ NO 1 1958.
 FO1532'
 FO1532'REFERENCE MARK NO. 2 IS A STANDARD REFERENCE MARK DISK SET
 FO1532'IN CEMENT.  IT IS 22 FEET NORTH OF THE ROCK RIM AND 19 FEET
 FO1532'SOUTHEAST OF A SMALL TREE.  THE MARK IS SET FLUSH WITH THE
 FO1532'SURFACE OF THE GROUND AND IS 3 FEET LOWER IN ELEVATION THAN
 FO1532'THE STATION MARK.  IT IS STAMPED LOPEZ NO 2 1958.
 FO1532'
 FO1532'A U.S. COAST AND GEODETIC SURVEY BENCH MARK WAS USED FOR
 FO1532'THE AZIMUTH MARK.  IT IS A STANDARD U.S. COAST AND GEODETIC SURVEY
 FO1532'BENCH MARK SET IN THE TOP OF A CIRCULAR BLOCK OF CEMENT.  IT IS
 FO1532'98 FEET EAST-SOUTHEAST OF STATE HIGHWAY 44, 2 FEET NORTH OF
 FO1532'A WHITE WITNESS POST AND 2 FEET WEST-NORTHWEST OF A FENCE.
 FO1532'THE MARK PROJECTS 3 INCHES ABOVE THE SURFACE OF THE GROUND
 FO1532'AND IS STAMPED L 299 1957.
 FO1532'
 FO1532'TO REACH THE STATION FROM A POINT ALONG STATE HIGHWAY 44 DUE
 FO1532'EAST OF THE LA VENTANA TRADING POST GO SOUTH ON STATE HIGHWAY
 FO1532'44 FOR 4.5 MILES TO A SIDE ROAD RIGHT AT A STEEL GATE AND
 FO1532'A CATTLE GUARD.* TURN RIGHT AND GO WEST-SOUTHWEST ON A DIRT
 FO1532'ROAD FOR 0.55 MILE TO A DIM TRACK ROAD LEADING LEFT.  TURN
 FO1532'LEFT SOUTH AND GO 0.05 MILE TO THE STATION AS DESCRIBED.
 FO1532'
 FO1532'*TO REACH THE AZIMUTH MARK FROM THE POINT MENTIONED ABOVE
 FO1532'CONTINUE STRAIGHT AHEAD ON STATE HIGHWAY 44 AND GO 0.9 MILE
 FO1532'TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 FO1532
 FO1532                          STATION RECOVERY (1971)
 FO1532
 FO1532'RECOVERY NOTE BY NM HIGHWAY DEPT 1971
 FO1532'LOPEZ 1958-GOOD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DR0902 ***********************************************************************
 DR0902  DESIGNATION -  LOPEZ
 DR0902  PID         -  DR0902
 DR0902  STATE/COUNTY-  NM/CHAVES
 DR0902  USGS QUAD   -  DARK CANYON (1988)
 DR0902
 DR0902                         *CURRENT SURVEY CONTROL
 DR0902  ___________________________________________________________________
 DR0902* NAD 83(1992)-  33 05 19.19645(N)    104 53 53.13096(W)     ADJUSTED  
 DR0902* NAVD 88     -      1446.     (meters)    4744.     (feet)  SCALED    
 DR0902  ___________________________________________________________________
 DR0902  LAPLACE CORR-          -4.87  (seconds)                    DEFLEC99
 DR0902  GEOID HEIGHT-         -22.09  (meters)                     GEOID03
 DR0902
 DR0902  HORZ ORDER  -  SECOND
 DR0902
 DR0902.The horizontal coordinates were established by classical geodetic methods
 DR0902.and adjusted by the National Geodetic Survey in December 1993..
 DR0902
 DR0902.The orthometric height was scaled from a topographic map.
 DR0902
 DR0902.The Laplace correction was computed from DEFLEC99 derived deflections.
 DR0902
 DR0902.The geoid height was determined by GEOID03.
 DR0902
 DR0902;                    North         East     Units Scale Factor Converg.
 DR0902;SPC NM E     -   231,728.009   112,278.792   MT  0.99994335   -0 18 30.0
 DR0902;SPC NM E     -   760,260.98    368,368.00   sFT  0.99994335   -0 18 30.0
 DR0902;SPC NM C     -   232,397.000   626,205.782   MT  1.00009633   +0 44 17.4
 DR0902;SPC NM C     -   762,455.82  2,054,476.80   sFT  1.00009633   +0 44 17.4
 DR0902;UTM  13      - 3,661,121.117   509,510.296   MT  0.99960112   +0 03 20.3
 DR0902
 DR0902!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR0902!SPC NM E     -   0.99977656  x   0.99994335  =   0.99971992
 DR0902!SPC NM C     -   0.99977656  x   1.00009633  =   0.99987287
 DR0902!UTM  13      -   0.99977656  x   0.99960112  =   0.99937777
 DR0902
 DR0902|---------------------------------------------------------------------|
 DR0902| PID    Reference Object                     Distance      Geod. Az  |
 DR0902|                                                           dddmmss.s |
 DR0902| CJ7755 LOPEZ RM 1                           15.962 METERS 07654     |
 DR0902| CJ7756 LOPEZ RM 2                           17.628 METERS 16520     |
 DR0902| CJ7754 LOPEZ AZ MK                                        2812827.1 |
 DR0902|---------------------------------------------------------------------|
 DR0902
 DR0902                          SUPERSEDED SURVEY CONTROL
 DR0902
 DR0902  NAD 83(1986)-  33 05 19.20173(N)    104 53 53.12319(W) AD(       ) 2
 DR0902  NAD 27      -  33 05 18.83500(N)    104 53 51.19100(W) AD(       ) 2
 DR0902
 DR0902.Superseded values are not recommended for survey control.
 DR0902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DR0902.See file dsdata.txt to determine how the superseded data were derived.
 DR0902
 DR0902_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SES0951061121(NAD 83)
 DR0902_MARKER: DS = TRIANGULATION STATION DISK
 DR0902_SETTING: 66 = SET IN ROCK OUTCROP
 DR0902
 DR0902  HISTORY     - Date     Condition        Report By
 DR0902  HISTORY     - 1943     MONUMENTED       CGS
 DR0902  HISTORY     - 1959     GOOD             USGS
 DR0902
 DR0902                          STATION DESCRIPTION
 DR0902
 DR0902'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (EHB)
 DR0902'STATION IS LOCATED ABOUT 30 MILES AIRLINE SW OF ROSWELL AND
 DR0902'ABOUT 4 MILES W OF THE TURNER RANCH BUILDINGS, ON THE DIVIDE
 DR0902'BETWEEN CEDAR CANYON ON THE N AND CROOKED CREEK ON THE S.
 DR0902'
 DR0902'STATION MARK IS A BRONZE STATION DISK WEDGED IN A DRILL HOLE
 DR0902'IN OUTCROPPING BEDROCK FLUSH WITH GROUND.  STAMPED LOPEZ 1943.
 DR0902'
 DR0902'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK WEDGED IN A DRILL
 DR0902'HOLE IN OUTCROPPING BEDROCK FLUSH WITH GROUND.  STAMPED LOPEZ
 DR0902'NO 1 1943.
 DR0902'
 DR0902'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK WEDGED IN A DRILL
 DR0902'HOLE IN OUTCROPPING BEDROCK FLUSH WITH GROUND.  STAMPED LOPEZ
 DR0902'NO 2 1943.
 DR0902'
 DR0902'AZIMUTH MARK IS LOCATED ABOUT 1/2 MILE W OF THE STATION, ABOUT
 DR0902'150 FEET S OF JOG IN FENCE, ABOUT 35 FEET E OF FENCE, AND
 DR0902'ABOUT 3-1/2 FEET NE OF A WHITE 4- BY 4-INCH MARKER POST.  IT IS
 DR0902'A BRONZE AZIMUTH DISK WEDGED IN A DRILL HOLE IN OUTCROPPING
 DR0902'BEDROCK FLUSH WITH GROUND.  STAMPED LOPEZ 1943.
 DR0902'
 DR0902'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 70 AND 285 ON MAIN
 DR0902'STREET IN ROSWELL, GO E ON HIGHWAY 285 FOR 1 MILE TO JUNCTION
 DR0902'AND CAUTION LIGHT.  TURN RIGHT ON HIGHWAY 285 FOR 1 MILE TO ROAD
 DR0902'RIGHT.  TURN RIGHT ACROSS RAILROAD TRACKS, THEN LEFT, S, FOR
 DR0902'3.2 MILES, THENCE LEFT 0.5 MILE TO T-ROAD RIGHT.  TURN RIGHT AND
 DR0902'GO 1 MILE TO CROSS ROADS.  KEEP STRAIGHT AHEAD AND FOLLOW
 DR0902'MAIN-TRAVELED ROAD S AND W 5.3 MILES TO LEFT TURN JUST S OF
 DR0902'THE ARMY AIR BASE.  TURN LEFT AND FOLLOW STATE HIGHWAY 13 S
 DR0902'20.8 MILES TO LARGE WINDMILL AND CONCRETE TANK ON THE RIGHT.
 DR0902'CONTINUE ON HIGHWAY 13 FOR 0.9 MILE TO ROAD RIGHT.  TURN
 DR0902'RIGHT AND FOLLOW MAIN-TRAVELED ROAD NW 10 MILES TO THE TURNER
 DR0902'BUILDINGS.  PASS THROUGH GATE JUST N OF CORRALS AND CONTINUE ON
 DR0902'TRACK ROAD UP MAIN CANYON 6.4 MILES.  PASS THROUGH A GATE AT
 DR0902'WELL AND CAMP SHACKS.  CONTINUE ON TRACK ROAD 1.2 MILES TO
 DR0902'A GATE JUST N OF A WINDMILL AND TANK.  CONTINUE ON TRACK
 DR0902'ROAD 0.5 MILE TO A WIRE GATE.  PASS THROUGH GATE AND CONTINUE
 DR0902'UP CANYON 1.2 MILES TO TOP OF RIDGE.  TURN SHARP LEFT AND
 DR0902'FOLLOW DIM TRACK ROAD ALONG RIDGE 0.3 MILE.  TURN RIGHT OFF
 DR0902'TRACK ROAD AND GO S ON RIDGE 1.1 MILES TO A HIGH POINT ON W
 DR0902'SIDE OF A N-S FENCE.  PACK SE ABOUT 1/2 MILE TO HIGHEST POINT IN
 DR0902'THE VICINITY AND STATION.
 DR0902'
 DR0902'A 4-FOOT WOOD STAND WAS USED FOR OBSERVATIONS.
 DR0902'
 DR0902'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 DR0902
 DR0902                          STATION RECOVERY (1959)
 DR0902
 DR0902'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 DR0902'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY1295 ***********************************************************************
 CY1295  HT_MOD      -  This is a Height Modernization Survey Station.
 CY1295  FBN         -  This is a Federal Base Network Control Station.
 CY1295  DESIGNATION -  LORDSAIR
 CY1295  PID         -  CY1295
 CY1295  STATE/COUNTY-  NM/HIDALGO
 CY1295  USGS QUAD   -  LORDSBURG (1980)
 CY1295
 CY1295                         *CURRENT SURVEY CONTROL
 CY1295  ___________________________________________________________________
 CY1295* NAD 83(1992)-  32 20 06.53351(N)    108 41 37.19731(W)     ADJUSTED  
 CY1295* NAVD 88     -      1302.59   (meters)    4273.6    (feet)  GPS OBS   
 CY1295  ___________________________________________________________________
 CY1295  X           -  -1,729,254.653 (meters)                     COMP
 CY1295  Y           -  -5,110,723.168 (meters)                     COMP
 CY1295  Z           -   3,392,574.031 (meters)                     COMP
 CY1295  LAPLACE CORR-           2.05  (seconds)                    DEFLEC99
 CY1295  ELLIP HEIGHT-        1277.12  (meters)          (05/26/00) GPS OBS
 CY1295  GEOID HEIGHT-         -25.46  (meters)                     GEOID03
 CY1295
 CY1295  HORZ ORDER  -  B
 CY1295  ELLP ORDER  -  SECOND    CLASS I
 CY1295
 CY1295.This mark is at Lordsburg Airport (LSB)
 CY1295
 CY1295.The horizontal coordinates were established by GPS observations
 CY1295.and adjusted by the National Geodetic Survey in May 1992..
 CY1295
 CY1295.The orthometric height was determined by GPS observations and a
 CY1295.high-resolution geoid model using precise GPS observation and
 CY1295.processing techniques.
 CY1295
 CY1295.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CY1295
 CY1295.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY1295
 CY1295.The ellipsoidal height was determined by GPS observations
 CY1295.and is referenced to NAD 83.
 CY1295
 CY1295.The geoid height was determined by GEOID03.
 CY1295
 CY1295;                    North         East     Units Scale Factor Converg.
 CY1295;SPC NM W     -   148,355.532   749,007.011   MT  0.99999753   -0 27 36.7
 CY1295;SPC NM W     -   486,729.77  2,457,367.17   sFT  0.99999753   -0 27 36.7
 CY1295;UTM  12      - 3,579,922.933   717,074.714   MT  1.00018112   +1 14 02.7
 CY1295
 CY1295!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY1295!SPC NM W     -   0.99979952  x   0.99999753  =   0.99979705
 CY1295!UTM  12      -   0.99979952  x   1.00018112  =   0.99998060
 CY1295
 CY1295                          SUPERSEDED SURVEY CONTROL
 CY1295
 CY1295  ELLIP H (12/21/93) 1277.16   (m)                       GP(       ) 4 1
 CY1295  NAD 83(1986)-  32 20 06.53860(N)    108 41 37.20209(W) AD(       ) 3
 CY1295  ELLIP H (05/26/92) 1277.16   (m)                       GP(       ) 4 1
 CY1295  NGVD 29 (06/11/92) 1302.0    (m)         4272.     (f) GPS OBS        
 CY1295
 CY1295.Superseded values are not recommended for survey control.
 CY1295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1295.See file dsdata.txt to determine how the superseded data were derived.
 CY1295
 CY1295_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYA1707579923(NAD 83)
 CY1295_MARKER: F = FLANGE-ENCASED ROD
 CY1295_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 CY1295_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 CY1295_STAMPING: LORDSAIR 1987
 CY1295_MARK LOGO: NGS   
 CY1295_PROJECTION: RECESSED 44 CENTIMETERS
 CY1295_MAGNETIC: N = NO MAGNETIC MATERIAL
 CY1295_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CY1295_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CY1295+SATELLITE: SATELLITE OBSERVATIONS - October 30, 2003
 CY1295_ROD/PIPE-DEPTH: 4.9  meters
 CY1295_SLEEVE-DEPTH  : 0.9 meters
 CY1295
 CY1295  HISTORY     - Date     Condition        Report By
 CY1295  HISTORY     - 1987     MONUMENTED       NMHD
 CY1295  HISTORY     - 19891013 GOOD
 CY1295  HISTORY     - 19911223 GOOD             NGS
 CY1295  HISTORY     - 19920610 GOOD             NMHD
 CY1295  HISTORY     - 19981210 GOOD             NGS
 CY1295  HISTORY     - 20020309 GOOD             INDIV
 CY1295  HISTORY     - 20031030 GOOD             AZ-003
 CY1295
 CY1295                          STATION DESCRIPTION
 CY1295
 CY1295'DESCRIBED BY NM HIGHWAY DEPT 1987
 CY1295'THE STATION IS LOCATED ABOUT 1.6 KM (1.0 MI) SOUTHEAST OF LORDSBURG AT
 CY1295'THE LORDSBURG MUNICIPAL AIRPORT.  OWNERSHIP--CITY OF LORDSBURG.
 CY1295'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 10 AND ANIMAS
 CY1295'STREET IN LORDSBURG, GO SOUTH ON ANIMAS STREET FOR 61 M (200.1 FT) TO
 CY1295'THE INTERSECTION OF PYRAMID STREET.  TURN LEFT ON PYRAMID STREET FOR
 CY1295'1.6 KM (1.0 MI) TO THE AIRPORT.  PROCEED ONTO THE ASPHALT TAXIWAY
 CY1295'SOUTHWEST FOR 0.13 KM (0.08 MI) TO THE INTERSECTION WITH THE RUNWAY
 CY1295'AND THE STATION ON THE LEFT.
 CY1295'THE STATION IS A PUNCH HOLE ON TOP OF A STAINLESS STEEL ROD DRIVEN TO
 CY1295'A DEPTH OF 4.9 M (16.1 FT) , INSIDE A GREASE FILLED SLEEVE EXTENDING
 CY1295'TO A DEPTH OF 0.9 M (3.0 FT) , ENCASED IN A 5-INCH PVC PIPE WITH AN
 CY1295'NGS LOGO CAP STAMPED--- LORDSAIR 1987 ---, FLUSH WITH THE GROUND.
 CY1295'THE TOP OF THE ROD IS RECESSED 0.44 M (1.44 FT) BELOW THE LOGO CAP.
 CY1295'STATION IS LOCATED IN THE CENTER OF AND 1.2 M (3.9 FT) FROM 3 WITNESS
 CY1295'POSTS, 36.6 M (120.1 FT) NORTHEAST FROM THE CENTERLINE OF A RUNWAY,
 CY1295'57.3 M (188.0 FT) SOUTHEAST FROM THE CENTERLINE OF A TAXIWAY, AND
 CY1295'15.5 M (50.9 FT) NORTHWEST FROM A WINDSOCK.
 CY1295
 CY1295                          STATION RECOVERY (1989)
 CY1295
 CY1295'RECOVERED 1989
 CY1295'RECOVERED IN GOOD CONDITION.
 CY1295
 CY1295                          STATION RECOVERY (1991)
 CY1295
 CY1295'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 CY1295'THE STATION IS LOCATED ABOUT 1.6 KM (1.0 MI) SOUTHEAST OF LORDSBURG AT
 CY1295'THE LORDSBURG MUNICIPAL AIRPORT. OWNERSHIP--CITY OF LORDSBURG,
 CY1295'LORDSBURG, NM. AIRPORT MANAGER IS ED CLONTS, WORK PHONE 505-542-3597.
 CY1295'TO REACH FROM THE JUNCTION OF INTERSTATE HIGHWAY 10 (EXIT 22) AND MAIN
 CY1295'STREET IN SOUTH LORDSBURG, GO SOUTH ON MAIN STEET FOR 0.08 KM
 CY1295'(0.05 MI) TO A PAVED ROAD ON THE LEFT. TURN LEFT, EASTERLY, ON PAVED
 CY1295'ROAD FOR 2.08 KM (1.29 MI) TO THE AIRPORT WITH HANGER AND OFFICE
 CY1295'BUILDING ON THE RIGHT. CONTINUE EASTERLY THROUGH GATE THEN TURN
 CY1295'RIGHT, SOUTHERLY, ONTO APRON. GO SOUTHERLY ON APRON THEN TAXIWAY FOR
 CY1295'0.2 KM (0.1 MI) TO RUNWAY AND THE STATION ON THE LEFT.
 CY1295'STATION MARK IS A PUNCH HOLE TOP CENTER OF A STAINLESS STEEL ROD IN A
 CY1295'2.5 CM GREASE FILLED PVC SLEEVE 90 CM LONG ENCASED IN A 12.7 CM PVC
 CY1295'PIPE WITH LOGO CAP SURROUNDED BY CONCRETE FLUSH WITH THE GROUND. IT
 CY1295'IS IN THE CENTER OF AND 1.2 M (3.9 FT) FROM 3 FIBERGLASS WITNESS
 CY1295'POSTS, 36.6 M (120.1 FT) NORTHEAST FROM THE CENTER OF THE RUNWAY,
 CY1295'57.3 M (188.0 FT) SOUTHEAST FROM THE CENTER OF THE TAXIWAY AND 15.5 M
 CY1295'(50.9 FT) NORTHWEST FROM A WINDSOCK.
 CY1295
 CY1295                          STATION RECOVERY (1992)
 CY1295
 CY1295'RECOVERY NOTE BY NM HIGHWAY DEPT 1992
 CY1295'400
 CY1295'RECOVERED ON THIS DATE.
 CY1295
 CY1295                          STATION RECOVERY (1998)
 CY1295
 CY1295'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (WAS)
 CY1295'THE STATION IS LOCATED ABOUT 1 MI (1.6 KM) SOUTHEAST OF LORDSBURG, AT
 CY1295'THE LORDSBURG MUNICIPAL AIRPORT.  OWNERSHIP--CITY OF LORDSBURG,
 CY1295'LORDSBURG MUNICIPAL AIRPORT, MANAGER - WOODY CHUTE, TELEPHONE
 CY1295'505-542-3614, PO BOX T, LORDSBURG NM 88045.  TO REACH THE STATION FROM
 CY1295'THE INTERSECTION OF INTERSTATE HIGHWAY 10 AND MAIN STREET (EXIT 22) IN
 CY1295'SOUTH LORDSBURG, GO SOUTH ON MAIN STREET FOR 0.05 MI (0.08 KM) TO A
 CY1295'PAVED ROAD ON THE LEFT.  TURN LEFT, EAST, ON THE PAVED ROAD FOR 1.3 MI
 CY1295'(2.1 KM) TO THE AIRPORT WITH HANGAR AND OFFICE BUILDING ON THE RIGHT.
 CY1295'CONTINUE EAST THEN TURN RIGHT, SOUTH, ONTO THE AIRCRAFT PARKING RAMP
 CY1295'THEN THE TAXIWAY FOR 0.1 MI (0.2 KM) TO A RUNWAY AND THE STATION ON
 CY1295'THE LEFT.  THE STATION IS A PUNCH MARK ON TOP OF A STAINLESS STEEL ROD
 CY1295'THAT IS ACCESSED THROUGH AN ALUMINUM LOGO CAP. LOCATED 29.0 M (95.1
 CY1295'FT) NORTHEAST OF THE EDGE OF THE RUNWAY TARMAC, 49.0 M (160.8 FT)
 CY1295'SOUTHWEST OF A WINDSOCK AND 46.2 M (151.6 FT) SOUTHEAST OF A LIGHTED
 CY1295'RUNWAY 30-12 SIGN ALONG THE EDGE OF THE TAXIWAY LEADING TO THE PARKING
 CY1295'RAMP.
 CY1295
 CY1295                          STATION RECOVERY (2002)
 CY1295
 CY1295'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (EBA)
 CY1295'RECOVERED IN GOOD CONDITION.
 CY1295
 CY1295                          STATION RECOVERY (2003)
 CY1295
 CY1295'RECOVERY NOTE BY COCHISE COUNTY ARIZONA 2003 (DLS)
 CY1295'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0200 ***********************************************************************
 CY0200  DESIGNATION -  LORDSBURG
 CY0200  PID         -  CY0200
 CY0200  STATE/COUNTY-  NM/HIDALGO
 CY0200  USGS QUAD   -  LORDSBURG (1980)
 CY0200
 CY0200                         *CURRENT SURVEY CONTROL
 CY0200  ___________________________________________________________________
 CY0200* NAD 83(1992)-  32 21 00.73702(N)    108 42 44.10049(W)     ADJUSTED  
 CY0200* NAVD 88     -      1298.455  (meters)    4260.01   (feet)  ADJUSTED  
 CY0200  ___________________________________________________________________
 CY0200  LAPLACE CORR-           2.34  (seconds)                    DEFLEC99
 CY0200  GEOID HEIGHT-         -25.48  (meters)                     GEOID03
 CY0200  DYNAMIC HT  -        1296.526 (meters)    4253.69  (feet)  COMP
 CY0200  MODELED GRAV-     979,108.1   (mgal)                       NAVD 88
 CY0200
 CY0200  HORZ ORDER  -  FIRST
 CY0200  VERT ORDER  -  FIRST     CLASS II
 CY0200
 CY0200.The horizontal coordinates were established by classical geodetic methods
 CY0200.and adjusted by the National Geodetic Survey in December 1993..
 CY0200
 CY0200.The orthometric height was determined by differential leveling
 CY0200.and adjusted by the National Geodetic Survey in June 1991..
 CY0200
 CY0200.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY0200
 CY0200.The geoid height was determined by GEOID03.
 CY0200
 CY0200.The dynamic height is computed by dividing the NAVD 88
 CY0200.geopotential number by the normal gravity value computed on the
 CY0200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0200.degrees latitude (g = 980.6199 gals.).
 CY0200
 CY0200.The modeled gravity was interpolated from observed gravity values.
 CY0200
 CY0200;                    North         East     Units Scale Factor Converg.
 CY0200;SPC NM W     -   150,039.344   747,271.110   MT  1.00000104   -0 28 13.2
 CY0200;SPC NM W     -   492,254.08  2,451,671.97   sFT  1.00000104   -0 28 13.2
 CY0200;UTM  12      - 3,581,554.963   715,289.461   MT  1.00017160   +1 13 28.7
 CY0200
 CY0200!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY0200!SPC NM W     -   0.99980017  x   1.00000104  =   0.99980121
 CY0200!UTM  12      -   0.99980017  x   1.00017160  =   0.99997173
 CY0200
 CY0200|---------------------------------------------------------------------|
 CY0200| PID    Reference Object                     Distance      Geod. Az  |
 CY0200|                                                           dddmmss.s |
 CY0200| CC6864 LORDSBURG AZ MK 2                                  00618     |
 CY0200| CY1026 LORDSBURG AZ MK 3                   APPROX. 3.5 KM 0061805.0 |
 CY0200| CC6865 LORDSBURG RM 1 AZIMUTH                             0091157.0 |
 CY0200| CY0201 LORDSBURG RM 2                       18.901 METERS 09559     |
 CY0200| CY0202 LORDSBURG RM 3                        5.657 METERS 22005     |
 CY0200|---------------------------------------------------------------------|
 CY0200
 CY0200                          SUPERSEDED SURVEY CONTROL
 CY0200
 CY0200  NAD 83(1992)-  32 21 00.73674(N)    108 42 44.10043(W) AD(       ) 1
 CY0200  NAD 83(1986)-  32 21 00.73023(N)    108 42 44.09479(W) AD(       ) 1
 CY0200  NAD 27      -  32 21 00.42296(N)    108 42 41.91119(W) AD(       ) 1
 CY0200  NGVD 29 (??/??/92) 1297.718  (m)         4257.60   (f) ADJ UNCH    1 2
 CY0200
 CY0200.Superseded values are not recommended for survey control.
 CY0200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0200.See file dsdata.txt to determine how the superseded data were derived.
 CY0200
 CY0200_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYA1528981555(NAD 83)
 CY0200_MARKER: DS = TRIANGULATION STATION DISK
 CY0200_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CY0200_SP_SET: SLAB
 CY0200_STAMPING: LORDSBURG 1934
 CY0200_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CY0200
 CY0200  HISTORY     - Date     Condition        Report By
 CY0200  HISTORY     - 1934     MONUMENTED       CGS
 CY0200  HISTORY     - 1939     GOOD             CGS
 CY0200  HISTORY     - 1953     GOOD             CGS
 CY0200  HISTORY     - 1964     GOOD             CGS
 CY0200  HISTORY     - 1967     GOOD             USAF
 CY0200  HISTORY     - 1968     GOOD             CGS
 CY0200  HISTORY     - 1969     GOOD             CGS
 CY0200  HISTORY     - 1969     GOOD             NGS
 CY0200  HISTORY     - 1976     GOOD             NGS
 CY0200  HISTORY     - 1976     GOOD             NGS
 CY0200  HISTORY     - 1979     GOOD             NGS
 CY0200
 CY0200                          STATION DESCRIPTION
 CY0200
 CY0200'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (LCJ)
 CY0200'ON NORTHWEST CORNER OF LORDSBURG HIGH SCHOOL GROUNDS, IN
 CY0200'SEC. 36, T. 22 S., R. 18 W., ABOUT 12 FEET SOUTH OF NORTH
 CY0200'FENCE, AND 7.6 FEET FROM WEST FENCE.  SURFACE, UNDERGROUND,
 CY0200'AND REFERENCE MARKS ARE STANDARD DISKS SET IN CONCRETE.
 CY0200'REFERENCE MARK NO. 2 IS 18.953
 CY0200'METERS (62.18 FEET) FROM STATION,
 CY0200'NO. 3 IS 5.662 METERS (18.58 FEET) FROM STATION,
 CY0200'AND NO. 1 (AZIMUTH MARK) IS ABOUT 1.3 MILES
 CY0200'NORTH OF POINT WHERE U.S. HIGHWAY 80 PASSES THROUGH
 CY0200'UNDERPASS, 50 FEET WEST OF CENTER LINE OF ROAD, 6 FEET WEST
 CY0200'OF FENCE, IN FENCE CORNER ON WEST SIDE OF ROAD, AND
 CY0200'APPROXIMATELY 1-1/2 MILES FROM STATION N 9 DEG 12 MIN E.
 CY0200'BEARING FROM STATION TO WATER TANK, 1/2 MILE
 CY0200'DISTANT, IS S 4 DEG 10 MIN E.
 CY0200
 CY0200                          STATION RECOVERY (1939)
 CY0200
 CY0200'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (RAE)
 CY0200'AT LORDSBURG, HIDALGO COUNTY, ON THE HIGH SCHOOL GROUNDS, AT
 CY0200'THE REAR OF THE BUILDING, 30 FEET SOUTH OF THE CENTER LINE
 CY0200'OF AN EAST-AND-WEST ROAD, 6 FEET SOUTH OF THE NORTH FENCE, AND
 CY0200'1 FOOT NORTH OF THE NORTH END OF THE CONCRETE TENNIS COURT.
 CY0200'A STANDARD TRIANGULATION-STATION DISK, STAMPED LORDSBURG
 CY0200'1934, AND SET IN THE TOP OF A CONCRETE POST.
 CY0200'
 CY0200'RM 2--AT LORDSBURG, HIDALGO COUNTY, ON THE HIGH SCHOOL GROUNDS, AT
 CY0200'THE REAR OF THE BUILDING, 40 FEET SOUTH OF AN EAST-AND-WEST
 CY0200'ROAD, 16 FEET SOUTH OF THE NORTH FENCE, AND 10 FEET WEST
 CY0200'OF A POINT 10 FEET SOUTH OF THE NORTHWEST CORNER OF THE
 CY0200'CONCRETE TENNIS COURT.  A STANDARD REFERENCE-MARK DISK, STAMPED
 CY0200'LORDSBURG NO 2 1934 AND SET IN THE TOP OF A CONCRETE POST.
 CY0200'
 CY0200'RM 3--AT LORDSBURG, HIDALGO COUNTY, ON THE HIGH SCHOOL GROUNDS,
 CY0200'AT THE REAR OF THE BUILDING, 27 FEET SOUTH OF THE CENTER
 CY0200'LINE OF AN EAST-AND-WEST ROAD, 15 FEET EAST OF THE NORTH-WEST
 CY0200'CORNER OF THE CONCRETE TENNIS COURT, AND 1 FOOT SOUTH OF
 CY0200'THE NORTH FENCE.  A STANDARD REFERENCE-MARK DISK, STAMPED
 CY0200'LORDSBURG NO. 3 1934 AND SET IN THE TOP OF A CONCRETE POST.
 CY0200
 CY0200                          STATION RECOVERY (1953)
 CY0200
 CY0200'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (EWR)
 CY0200'THE STATION IS AT LORDSBURG, 190 FT. SE OF THE SE CORNER OF
 CY0200'THE HIGH SCHOOL, 35 FT. S OF THE CENTERLINE OF AN E-AND-W GRAVELED
 CY0200'ROAD, 15 FT. NE OF THE NE CORNER OF A CONCRETE TENNIS COURT,
 CY0200'AND 9 FT. S OF A FENCE.  IT IS A STANDARD STATION DISK,
 CY0200'STAMPED LORDSBURG 1934 AND SET IN THE TOP OF A CONCRETE POST
 CY0200'PROJECTING 0.7 FT. ABOVE GROUND.
 CY0200'
 CY0200'REFERENCE MARK 2 WAS SEARCHED FOR BUT NOT RECOVERED.  IT IS
 CY0200'BELIEVED TO HAVE BEEN DESTROYED BY CONSTRUCTION WORK.
 CY0200'
 CY0200'REFERENCE MARK 3 WAS SEARCHED FOR BUT NOT RECOVERED.  IT IS
 CY0200'BELIEVED TO HAVE BEEN DESTROYED BY CONSTRUCTION WORK.
 CY0200
 CY0200                          STATION RECOVERY (1964)
 CY0200
 CY0200'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (FHB)
 CY0200'THE STATION MARK WAS RECOVERED IN GOOD CONDITION.  REFERENCE
 CY0200'MARKS 1 AND 2 AND THE AZIMUTH MARK WERE NOT FOUND BECAUSE
 CY0200'WE HAD NO DATA ON THE LOCATIONS.  THE HIGH SCHOOL THAT WAS
 CY0200'REFERENCED FROM THE SOUTHEAST CORNER IS NO LONGER THERE.
 CY0200'THE STATION MARK IS 54 FEET SOUTHEAST OF THE CENTER OF THE
 CY0200'INTERSECTION OF WEST STREET AND SECOND STREET IN LORDSBURG.
 CY0200'
 CY0200'ASTRO PARTY 363 VISITED THIS STATION.
 CY0200
 CY0200                          STATION RECOVERY (1967)
 CY0200
 CY0200'RECOVERY NOTE BY US AIR FORCE 1967
 CY0200'THE STATION WAS RECOVERED IN GOOD CONDITION AND IS AS DESCRIBED.
 CY0200'
 CY0200'STATION IS IN LORDSBURG, 190 FT. NW OF THE NW CORNER OF THE
 CY0200'ELEMENTARY SCHOOL, 35 FT. SOUTH OF THE CENTER LINE OF AN ASPHALT
 CY0200'STREET, 15 FT NE OF THE NE CORNER OF A CONCRETE TENNIS COURT,
 CY0200'AND 9 FT. S. OF A FENCE.
 CY0200'
 CY0200'REFERENCE MARK NO. 2 AND REFERENCE MARK NO. 3 WERE SEARCHED
 CY0200'FOR BUT NOT RECOVERED.  THEY ARE BELIEVED TO HAVE BEEN DESTROYED.
 CY0200'
 CY0200'REFERENCE MARK NO. 1 (AZIMUTH MARK) WAS RECOVERED AS DESCRIBED
 CY0200'AND FOUND TO BE IN GOOD CONDITION.  BUILDING ELEMINATES LINE
 CY0200'OF SIGHT BETWEEN LORDSBURG AND AZIMUTH MARK.
 CY0200
 CY0200                          STATION RECOVERY (1968)
 CY0200
 CY0200'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JCC)
 CY0200'THE STATION MARK, REFERENCE MARK NO. 2 AND REFERENCE MARK NO.
 CY0200'3 WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.  REFERENCE
 CY0200'MARK NO. 1 (AZIMUTH MARK) WAS SEARCHED FOR BUT COULD NOT
 CY0200'BE FOUND DUE TO AN OBSTRUCTION IN AZIMUTH.  THE DISTANCE TO
 CY0200'REFERENCE MARK NO. 2 MISSED THE 1934 DISTANCE BY 0.19 FEET
 CY0200'AND THE DIRECTION MISSED THE 1934 DIRECTION BY 6 MINUTES
 CY0200'AND 32 SECONDS.  THE DISTANCE TO REFERENCE MARK NO. 3 WAS
 CY0200'VERIFIED BUT THE DIRECTION MISSED THE 1934 DIRECTION BY 7
 CY0200'MINUTES AND 49 SECONDS.
 CY0200'
 CY0200'DUE TO A CHANGE IN THE SURROUNDING AREA A NEW DESCRIPTION
 CY0200'FOLLOWS--
 CY0200'
 CY0200'THE STATION IS LOCATED IN THE WESTERN PART OF LORDSBURG,
 CY0200'APPROXIMATELY ONE BLOCK WEST OF THE INTERSECTION OF SECOND
 CY0200'STREET AND PENN STREET AND APPROXIMATELY 200 FEET NORTHWEST
 CY0200'OF A SCHOOL HOUSE.
 CY0200'
 CY0200'THE STATION MARK, A STANDARD DISK STAMPED LORDSBURG 1934,
 CY0200'IS SET IN A 12 INCH SQUARE CONCRETE POST WHICH PROJECTS 2
 CY0200'INCHES.  IT IS 38 FEET SOUTH-SOUTHWEST OF THE CENTER OF
 CY0200'SECOND STREET, 22 FEET SOUTHEAST OF A POWER POLE, 17 FEET EAST
 CY0200'NORTHEAST OF THE NORTHEAST CORNER OF A CONCRETE TENNIS COURT
 CY0200'AND 12.5 FEET SOUTH SOUTHWEST OF THE SOUTH EDGE OF A SIDEWALK.
 CY0200'
 CY0200'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED LORDSBURG NO 2
 CY0200'1934, IS SET IN A 12 INCH SQUARE CONCRETE POST WHICH IS
 CY0200'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 26 FEET SOUTH
 CY0200'SOUTHWEST OF THE CENTER OF SECOND STREET AND 1 FOOT SOUTH
 CY0200'SOUTHWEST OF THE SOUTH EDGE OF THE SIDEWALK.
 CY0200'
 CY0200'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED LORDSBURG NO
 CY0200'3 1934, IS SET IN A 12 INCH SQUARE CONCRETE POST WHICH IS
 CY0200'4 INCHES BELOW THE SURFACE OF THE ASPHALT SURROUNDING THE
 CY0200'TENNIS COURT.  IT IS 84 FEET SOUTHEAST OF THE NORTHWEST CORNER
 CY0200'OF A FENCE, 33 FEET EAST OF THE PROJECTED CENTERLINE OF A
 CY0200'NORTH-SOUTH STREET, 8 FEET SOUTH SOUTHEAST OF THE NORTHEAST
 CY0200'CORNER OF THE TENNIS COURT AND 5.5 FEET EAST SOUTHEAST OF THE
 CY0200'EAST SIDE OF THE CONCRETE TENNIS COURT.
 CY0200'
 CY0200'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN LORDSBURG
 CY0200
 CY0200                          STATION RECOVERY (1969)
 CY0200
 CY0200'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 CY0200'THE STATION MARK, REFERENCE MARKS NO. 2 AND NO. 3 AND NO. 1
 CY0200'(AZIMUTH MARK), WERE ALL RECOVERED AND ALL OF THESE MARKS
 CY0200'WERE FOUND TO BE IN GOOD CONDITION.
 CY0200'
 CY0200'THE STATION IS 144 FEET NORTHWEST OF THE MOST NORTHWESTERN
 CY0200'CORNER OF SCHOOL HOUSE, 38.5 FEET SOUTH OF THE CENTER LINE
 CY0200'OF 2ND ST., 17 FEET NORTHEAST OF THE NORTHEAST CORNER OF
 CY0200'CONCRETE SLAB FOR TENNIS COURT, PROJECTING 2 INCHES, STAMPED
 CY0200'LORDSBURG 1934.
 CY0200'
 CY0200'REFERENCE MARK NO. 2 IS 26 FEET SOUTH OF THE CENTER LINE
 CY0200'OF 2ND ST., 17 FEET WEST-SOUTHWEST OF A POWER POLE, 0.7
 CY0200'FOOT SOUTH OF THE SOUTH EDGE OF A CEMENT SIDEWALK, SET FLUSH
 CY0200'WITH THE GROUND, STAMPED LORDSBURG NO 2 1934.  THIS MARK
 CY0200'WAS REMEASURED TWICE AND IT WAS FOUND TO MEASURE FROM STATION
 CY0200'TO NO 2, 18.899 METERS OR 62.01 FEET.  A DIFFERENCE FROM THE
 CY0200'OLD MEASUREMENT OF 0.054 M. OR 0.17 FOOT.  AN INVESTIGATION WAS
 CY0200'MADE FOR MARKS ON THE SIDES OF THIS CONCRETE POST FOR BEING
 CY0200'HIT FOR MOVEMENT BUT NONE WERE FOUND.
 CY0200'
 CY0200'REFERENCE MARK NO. 3 IS 55 FEET SOUTH OF THE CENTER LINE OF
 CY0200'2ND ST., 8 FEET SOUTHEAST OF THE NORTHEAST CORNER OF CONCRETE
 CY0200'SLAB FOR TENNIS COURT AND 3 INCHES BELOW THE SURFACE OF THE
 CY0200'GROUND, STAMPED LORDSBURG NO 3 1934.  THIS MARK WAS MEASURED TO
 CY0200'FROM THE STATION MARK AND THE OLD DISTANCE CHECKED.
 CY0200'
 CY0200'TO REACH REFERENCE MARK NO 1 (AZIMUTH MARK) FROM THE STATION,
 CY0200'GO NORTH ON E BLOCK ON WEST ST., TO THE JUNCTION WITH RAILROAD
 CY0200'AVE.  TURN RIGHT AND GO EAST ON RAILROAD AVE., FOR 0.1 MILE T.
 CY0200'SIGN SILVER CITY, DUNCAN, ARIZ.  AT SIGN BEAR RIGHT AND
 CY0200'THENCE LEFT GOING UNDER RAILROAD AVE., AND GO NORTH ON U.S.
 CY0200'HIGHWAY 70 AND STATE ROAD 90 FOR 1.4 MILES TO A SIDE ROAD AND
 CY0200'THE AZIMUTH MARK ON THE LEFT.
 CY0200'
 CY0200'MARK IS 90 FEET WEST OF THE CENTER LINE OF U.S. HIGHWAY
 CY0200'70 AND STATE ROAD 90, 20 FEET WEST OF A NORTH AND SOUTH FENCE
 CY0200'LINE, 20 FEET NORTH OF THE CENTER LINE OF TRACK ROAD, 5 FEET
 CY0200'SOUTH OF AN EAST AND WEST FENCE LINE, PROJECTS 2 INCHES,
 CY0200'AND STAMPED LORDSBURG NO 1 1934.
 CY0200'
 CY0200'NOTE--WILL NEED AN 8-FOOT WOODEN STAND AT THE STATION TO
 CY0200'SEE THE AZIMUTH MARK.
 CY0200
 CY0200                          STATION RECOVERY (1969)
 CY0200
 CY0200'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 CY0200'IN LORDSBURG.
 CY0200'144 FEET NORTHWEST OF THE MOST NORTHWESTERN CORNER OF SCHOOLHOUSE,
 CY0200'38.5 FEET SOUTH OF THE CENTERLINE OF 2ND ST., AND 17 FEET NORTHEAST OF
 CY0200'THE NORTHEAST CORNER OF CONCRETE SLAB FOR TENNIS COURT.  THE MARK
 CY0200'PROJECTS 2 INCHES AND THE DISK IS STAMPED LORDSBURG 1934.  SEC 36, T
 CY0200'22 S, R 18W.
 CY0200
 CY0200                          STATION RECOVERY (1976)
 CY0200
 CY0200'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 CY0200'STATION MARK, REFERENCE MARKS 2,3 AND 1 (AZIMUTH MARK) WERE ALL FOUND
 CY0200'IN GOOD CONDITION.  REFERENCE MARK 1 (AZIMUTH MARK) IS BLOCKED TO
 CY0200'STATION, THEREFORE A NEW AZIMUTH MARK, AZ 2 WAS ESTABLISHED AT THIS
 CY0200'TIME.
 CY0200'
 CY0200'STATION MARK IS A STATION MARK DISK, STAMPED LORDSBURG 1934, SET IN
 CY0200'THE TOP OF A SQUARE CONCRETE MONUMENT FLUSH WITH GROUND.  MARK IS
 CY0200'144 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE OLD SCHOOL
 CY0200'BUILDING, 38-1/2 FEET SOUTH OF 2ND STREET, 63 FEET
 CY0200'SOUTH-SOUTHEAST OF THE T-JUNCTION OF 2ND AND WEST STREET, 16.7
 CY0200'FEET NORTHEAST OF THE NORTHEAST CORNER OF AN OLD CONCRETE
 CY0200'TENNIS COURT AND 12 FEET SOUTH OF A HIGH WIRE FENCE.
 CY0200'
 CY0200'REFERENCE MARK NUMBER 2 IS A REFERENCE MARK DISK, STAMPED LORDSBURG
 CY0200'NO 2 1934, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT FLUSH WITH
 CY0200'THE GROUND.  MARK IS 26 FEET SOUTH OF 2ND STREET AND 6 INCHES SOUTH
 CY0200'OF THE SOUTH EDGE OF A CONCRETE SIDEWALK AND IN HIGH FENCELINE.
 CY0200'
 CY0200'REFERENCE MARK NUMBER 3 IS A REFERENCE MARK DISK, STAMPED LORDSBURG
 CY0200'NO 3 1934, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT ABOUT 4
 CY0200'INCHES BELOW THE GROUND SURFACE.  MARK IS 55 FEET SOUTH OF 2ND
 CY0200'STREET, 29 FEET SOUTH OF THE HIGH FENCELINE AND 8 FEET SOUTHEAST
 CY0200'OF THE NORTHEAST CORNER OF THE OLD CONCRETE TENNIS COURT.
 CY0200'
 CY0200'REFERENCE MARK 1 (AZIMUTH MARK) IS AN AZIMUTH MARK DISK, STAMPED
 CY0200'LORDSBURG NO 1 1934, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT
 CY0200'PROJECTING ABOUT 2 INCHES.  MARK IS 90 FEET WEST OF U.S. HIGHWAY 70
 CY0200'AND STATE HIGHWAY 90, 20 FEET NORTH OF A GRADED DRIVEWAY LEADING
 CY0200'TO A HOUSE AND 15 FEET WEST OF A FENCE CORNER.  THIS MARK IS BLOCKED
 CY0200'TO STATION.
 CY0200'
 CY0200'AZIMUTH MARK IS A REFERENCE MARK DISK, STAMPED LORDSBURG 1934 AZ 2
 CY0200'1976, SET IN THE TOP OF A ROUND CONCRETE MONUMENT PROJECTING 2
 CY0200'INCHES.  MARK IS IN THE APPROXIMATE CENTER OF A Y FORMED BY U.S.
 CY0200'HIGHWAY 70 AND STATE HIGHWAY 90 ABOUT 2 MILES NORTH OF LORDSBURG.
 CY0200'MARK IS 70 FEET NORTH OF THE SOUTHEND OF Y, 47 FEET SOUTH OF THE
 CY0200'NORTH END OF THE Y, 49.3 FEET NORTH OF A HIGHWAY SIGN IN Y, 38
 CY0200'1/2 FEET EAST OF U.S. HIGHWAY 70 AND 23 FEET WEST OF STATE
 CY0200'HIGHWAY 90.
 CY0200'
 CY0200'AZIMUTH MARKS ARE REACHED FROM THE UNDERPASS AT RAILROAD AVENUE.  GO
 CY0200'NORTH ON THE COMBINATION OF HIGHWAYS U.S. 70 AND STATE 90 FOR 1.4
 CY0200'MILES TO A GRADED DRIVEWAY AND THE 1934 AZIMUTH MARK ON LEFT.
 CY0200'CONTINUE NORTH ON THE HIGHWAYS FOR 0.7 MILE TO THE Y-JUNCTION OF
 CY0200'THE TWO HIGHWAYS AND THE 1976 AZIMUTH MARK IN THE Y, AS DESCRIBED.
 CY0200'
 CY0200'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN TOWN OF
 CY0200'LORDSBURG.
 CY0200
 CY0200                          STATION RECOVERY (1976)
 CY0200
 CY0200'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CWW)
 CY0200'ALL MARKS WERE RECOVERED AS DESCRIBED.  THE AZIMUTH MARK IS STILL
 CY0200'INTACT BUT IS NO LONGER VISIBLE FROM THE STATION.  AZ. MK. 3 WAS SET
 CY0200'FOR THIS REASON.
 CY0200
 CY0200                          STATION RECOVERY (1979)
 CY0200
 CY0200'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CY0200'IN THE LORDSBURG MUNICIPAL SCHOOL ENRICHMENT CENTER YARD, ALONG
 CY0200'SECOND STREET, BETWEEN PENN AND WEST STREETS, 11.6 METERS (38.1 FEET)
 CY0200'SOUTH OF THE CENTERLINE OF SECOND STREET, 11.0 METERS (36.0 FEET)
 CY0200'EAST OF THE EXTENDED CENTERLINE OF WEST STREET, 5.2 METERS (16.9 FEET)
 CY0200'NORTHEAST OF THE NORTHEAST CORNER OF A CONCRETE TENNIS COURT AND
 CY0200'3.6 METERS (12.0 FEET) SOUTH OF THE NORTH SCHOOL YARD FENCE AND THE
 CY0200'SOUTH EDGE OF THE SIDEWALK.
 CY0200'THE MARK IS ABOVE LEVEL WITH SECOND STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0201 ***********************************************************************
 CY0201  DESIGNATION -  LORDSBURG RM 2
 CY0201  PID         -  CY0201
 CY0201  STATE/COUNTY-  NM/HIDALGO
 CY0201  USGS QUAD   -  LORDSBURG (1980)
 CY0201
 CY0201                         *CURRENT SURVEY CONTROL
 CY0201  ___________________________________________________________________
 CY0201* NAD 83(1986)-  32 21 00.     (N)    108 42 43.     (W)     SCALED    
 CY0201* NAVD 88     -      1298.392  (meters)    4259.81   (feet)  ADJUSTED  
 CY0201  ___________________________________________________________________
 CY0201  GEOID HEIGHT-         -25.48  (meters)                     GEOID03
 CY0201  DYNAMIC HT  -        1296.463 (meters)    4253.48  (feet)  COMP
 CY0201  MODELED GRAV-     979,108.1   (mgal)                       NAVD 88
 CY0201
 CY0201  VERT ORDER  -  FIRST     CLASS II
 CY0201
 CY0201.The horizontal coordinates were scaled from a topographic map and have
 CY0201.an estimated accuracy of +/- 6 seconds.
 CY0201
 CY0201.The orthometric height was determined by differential leveling
 CY0201.and adjusted by the National Geodetic Survey in June 1991..
 CY0201
 CY0201.The geoid height was determined by GEOID03.
 CY0201
 CY0201.The dynamic height is computed by dividing the NAVD 88
 CY0201.geopotential number by the normal gravity value computed on the
 CY0201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0201.degrees latitude (g = 980.6199 gals.).
 CY0201
 CY0201.The modeled gravity was interpolated from observed gravity values.
 CY0201
 CY0201;                    North         East    Units  Estimated Accuracy
 CY0201;SPC NM W     -   150,020.      747,300.      MT  (+/- 180 meters Scaled)
 CY0201
 CY0201                          SUPERSEDED SURVEY CONTROL
 CY0201
 CY0201  NGVD 29 (??/??/92) 1297.655  (m)         4257.39   (f) ADJ UNCH    1 2
 CY0201
 CY0201.Superseded values are not recommended for survey control.
 CY0201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0201.See file dsdata.txt to determine how the superseded data were derived.
 CY0201
 CY0201_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYA153815(NAD 83)
 CY0201_MARKER: DR = REFERENCE MARK DISK
 CY0201_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CY0201_SP_SET: SIDEWALK
 CY0201_STAMPING: LORDSBURG NO 2 1934
 CY0201_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CY0201
 CY0201  HISTORY     - Date     Condition        Report By
 CY0201  HISTORY     - 1934     MONUMENTED       CGS
 CY0201  HISTORY     - 1969     GOOD             NGS
 CY0201  HISTORY     - 1979     GOOD             NGS
 CY0201
 CY0201                          STATION DESCRIPTION
 CY0201
 CY0201'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 CY0201'IN LORDSBURG.
 CY0201'26 FEET SOUTH OF THE CENTERLINE OF 2ND ST., 17 FEET WEST-SOUTHWEST OF
 CY0201'A POWER POLE, 0.7 FOOT SOUTH OF THE SOUTH EDGE OF A CEMENT SIDEWALK,
 CY0201'SET FLUSH WITH THE GROUND, AND STAMPED LORDSBURG NO 2 1934.  SEC 36,T
 CY0201'22S, R 18W.
 CY0201
 CY0201                          STATION RECOVERY (1979)
 CY0201
 CY0201'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CY0201'IN THE LORDSBURG MUNICIPAL SCHOOL ENRICHMENT CENTER ALONG SECOND
 CY0201'STREET, BETWEEN PENN AND WEST STREETS, 8.2 METERS (26.8 FEET)
 CY0201'SOUTH OF THE CENTERLINE OF SECOND STREET, 32.4 METERS (106 FEET)
 CY0201'NORTHWEST OF THE WESTERNMOST NORTHWEST CORNER OF THE BUILDING,
 CY0201'29.9 METERS (98 FEET) EAST OF THE EXTENDED CENTERLINE OF WEST STREET,
 CY0201'19.0 METERS (62 FEET) EAST OF STATION LORDSBURG AND 0.2 METERS
 CY0201'(0.7 FOOT) SOUTH OF THE SOUTH EDGE OF THE SIDEWALK AND INSIDE THE
 CY0201'NORTH SCHOOL YARD FENCE.
 CY0201'THE MARK IS ABOVE LEVEL WITH SECOND STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY0202 ***********************************************************************
 CY0202  DESIGNATION -  LORDSBURG RM 3
 CY0202  PID         -  CY0202
 CY0202  STATE/COUNTY-  NM/HIDALGO
 CY0202  USGS QUAD   -  LORDSBURG (1980)
 CY0202
 CY0202                         *CURRENT SURVEY CONTROL
 CY0202  ___________________________________________________________________
 CY0202* NAD 83(1986)-  32 21 00.     (N)    108 42 43.     (W)     SCALED    
 CY0202* NAVD 88     -      1298.375  (meters)    4259.75   (feet)  ADJUSTED  
 CY0202  ___________________________________________________________________
 CY0202  GEOID HEIGHT-         -25.48  (meters)                     GEOID03
 CY0202  DYNAMIC HT  -        1296.446 (meters)    4253.42  (feet)  COMP
 CY0202  MODELED GRAV-     979,108.1   (mgal)                       NAVD 88
 CY0202
 CY0202  VERT ORDER  -  FIRST     CLASS II
 CY0202
 CY0202.The horizontal coordinates were scaled from a topographic map and have
 CY0202.an estimated accuracy of +/- 6 seconds.
 CY0202
 CY0202.The orthometric height was determined by differential leveling
 CY0202.and adjusted by the National Geodetic Survey in June 1991..
 CY0202
 CY0202.The geoid height was determined by GEOID03.
 CY0202
 CY0202.The dynamic height is computed by dividing the NAVD 88
 CY0202.geopotential number by the normal gravity value computed on the
 CY0202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CY0202.degrees latitude (g = 980.6199 gals.).
 CY0202
 CY0202.The modeled gravity was interpolated from observed gravity values.
 CY0202
 CY0202;                    North         East    Units  Estimated Accuracy
 CY0202;SPC NM W     -   150,020.      747,300.      MT  (+/- 180 meters Scaled)
 CY0202
 CY0202                          SUPERSEDED SURVEY CONTROL
 CY0202
 CY0202  NGVD 29 (??/??/92) 1297.641  (m)         4257.34   (f) ADJ UNCH    1 2
 CY0202
 CY0202.Superseded values are not recommended for survey control.
 CY0202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY0202.See file dsdata.txt to determine how the superseded data were derived.
 CY0202
 CY0202_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYA153815(NAD 83)
 CY0202_MARKER: DR = REFERENCE MARK DISK
 CY0202_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CY0202_SP_SET: SLAB
 CY0202_STAMPING: LORDSBURG NO 3 1934
 CY0202_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CY0202
 CY0202  HISTORY     - Date     Condition        Report By
 CY0202  HISTORY     - 1934     MONUMENTED       CGS
 CY0202  HISTORY     - 1969     GOOD             NGS
 CY0202  HISTORY     - 1979     GOOD             NGS
 CY0202
 CY0202                          STATION DESCRIPTION
 CY0202
 CY0202'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 CY0202'IN LORDSBURG.
 CY0202'55 FEET SOUTH OF THE CENTERLINE OF 2ND. ST., 8 FEET SOUTHEAST OF THE
 CY0202'NORTHEAST CORNER OF CONCRETE SLAB FOR TENNIS COURT, AND 3 INCHES BELOW
 CY0202'THE SURFACE OF THE GROUND.  THE MARK IS STAMPED LORDSBURG NO 3 1934.
 CY0202'SEC 36, T 22S, R 18W.
 CY0202
 CY0202                          STATION RECOVERY (1979)
 CY0202
 CY0202'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 CY0202'IN THE LORDSBURG MUNICIPAL SCHOOL ENRICHMENT CENTER YARD, ALONG
 CY0202'SECOND STREET BETWEEN PENN AND WEST STREETS, 9.8 METERS (32.0 FEET)
 CY0202'EAST OF THE EXTENDED CENTERLINE OF WEST STREET, 16.8 METERS (55 FEET)
 CY0202'SOUTH OF THE CENTERLINE OF SECOND STREET, 8.8 METERS (29.0 FEET)
 CY0202'SOUTH OF THE NORTH SCHOOL YARD FENCE, 5.7 METERS (18.6 FEET) SOUTH-
 CY0202'SOUTHWEST OF STATION LORDSBURG, 2.5 METERS (8.2 FEET) SOUTHEAST OF
 CY0202'THE NORTHEAST CORNER OF A CONCRETE TENNIS COURT AND 1.6 METERS (5.4
 CY0202'FEET) EAST OF THE EAST EDGE OF A CONCRETE TENNIS COURT.
 CY0202'THE MARK IS ABOVE LEVEL WITH SECOND STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CY1025 ***********************************************************************
 CY1025  DESIGNATION -  LORDSBURG WT
 CY1025  PID         -  CY1025
 CY1025  STATE/COUNTY-  NM/HIDALGO
 CY1025  USGS QUAD   -  LORDSBURG (1980)
 CY1025
 CY1025                         *CURRENT SURVEY CONTROL
 CY1025  ___________________________________________________________________
 CY1025* NAD 83(1992)-  32 20 35.54290(N)    108 42 41.96216(W)     ADJUSTED  
 CY1025* NAVD 88     -      1309.     (meters)    4295.     (feet)  SCALED    
 CY1025  ___________________________________________________________________
 CY1025  LAPLACE CORR-           2.23  (seconds)                    DEFLEC99
 CY1025  GEOID HEIGHT-         -25.48  (meters)                     GEOID03
 CY1025
 CY1025  HORZ ORDER  -  THIRD
 CY1025
 CY1025.The horizontal coordinates were established by classical geodetic methods
 CY1025.and adjusted by the National Geodetic Survey in December 1993..
 CY1025
 CY1025.The orthometric height was scaled from a topographic map.
 CY1025
 CY1025.The Laplace correction was computed from DEFLEC99 derived deflections.
 CY1025
 CY1025.The geoid height was determined by GEOID03.
 CY1025
 CY1025;                    North         East     Units Scale Factor Converg.
 CY1025;SPC NM W     -   149,262.841   747,320.655   MT  1.00000094   -0 28 11.7
 CY1025;SPC NM W     -   489,706.50  2,451,834.52   sFT  1.00000094   -0 28 11.7
 CY1025;UTM  12      - 3,580,780.133   715,361.963   MT  1.00017199   +1 13 29.0
 CY1025
 CY1025!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CY1025!SPC NM W     -   0.99979855  x   1.00000094  =   0.99979949
 CY1025!UTM  12      -   0.99979855  x   1.00017199  =   0.99997051
 CY1025
 CY1025                          SUPERSEDED SURVEY CONTROL
 CY1025
 CY1025  NAD 83(1992)-  32 20 35.54251(N)    108 42 41.96065(W) AD(       ) 3
 CY1025  NAD 83(1986)-  32 20 35.53911(N)    108 42 41.96052(W) AD(       ) 3
 CY1025  NAD 27      -  32 20 35.26028(N)    108 42 39.76790(W) AD(       ) 3
 CY1025
 CY1025.Superseded values are not recommended for survey control.
 CY1025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CY1025.See file dsdata.txt to determine how the superseded data were derived.
 CY1025
 CY1025_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYA1536280780(NAD 83)
 CY1025_MARKER: 51 = TANK
 CY1025
 CY1025  HISTORY     - Date     Condition        Report By
 CY1025  HISTORY     - 1931     FIRST OBSERVED   USGS
 CY1025
 CY1025                          STATION DESCRIPTION
 CY1025
 CY1025'DESCRIBED BY US GEOLOGICAL SURVEY 1931
 CY1025'CITY WATER TANK AT LORDSBURG, NEW MEXICO.
 CY1025'
 CY1025'STATION MARK--CENTER OF TANK.
 CY1025'
 CY1025'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1671 ***********************************************************************
 FO1671  CBN         -  This is a Cooperative Base Network Control Station.
 FO1671  DESIGNATION -  LOS ALAMOS
 FO1671  PID         -  FO1671
 FO1671  STATE/COUNTY-  NM/LOS ALAMOS
 FO1671  USGS QUAD   -  WHITE ROCK (1984)
 FO1671
 FO1671                         *CURRENT SURVEY CONTROL
 FO1671  ___________________________________________________________________
 FO1671* NAD 83(1992)-  35 46 40.62444(N)    106 14 42.52370(W)     ADJUSTED  
 FO1671* NAVD 88     -      1972.1    (meters)    6470.     (feet)  GPS OBS   
 FO1671  ___________________________________________________________________
 FO1671  X           -  -1,449,659.697 (meters)                     COMP
 FO1671  Y           -  -4,975,126.134 (meters)                     COMP
 FO1671  Z           -   3,709,372.784 (meters)                     COMP
 FO1671  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 FO1671  ELLIP HEIGHT-        1952.57  (meters)          (05/26/00) GPS OBS
 FO1671  GEOID HEIGHT-         -19.57  (meters)                     GEOID03
 FO1671
 FO1671  HORZ ORDER  -  B
 FO1671  ELLP ORDER  -  SECOND    CLASS I
 FO1671
 FO1671.The horizontal coordinates were established by GPS observations
 FO1671.and adjusted by the National Geodetic Survey in May 1992..
 FO1671
 FO1671.The orthometric height was determined by GPS observations and a
 FO1671.high-resolution geoid model.
 FO1671
 FO1671.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FO1671
 FO1671.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1671
 FO1671.The ellipsoidal height was determined by GPS observations
 FO1671.and is referenced to NAD 83.
 FO1671
 FO1671.The geoid height was determined by GEOID03.
 FO1671
 FO1671;                    North         East     Units Scale Factor Converg.
 FO1671;SPC NM C     -   529,877.512   500,438.882   MT  0.99990000   +0 00 10.2
 FO1671;SPC NM C     - 1,738,439.80  1,641,856.57   sFT  0.99990000   +0 00 10.2
 FO1671;UTM  13      - 3,960,035.448   387,461.421   MT  0.99975606   -0 43 41.0
 FO1671
 FO1671!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO1671!SPC NM C     -   0.99969363  x   0.99990000  =   0.99959366
 FO1671!UTM  13      -   0.99969363  x   0.99975606  =   0.99944977
 FO1671
 FO1671                          SUPERSEDED SURVEY CONTROL
 FO1671
 FO1671  ELLIP H (12/21/93) 1952.56   (m)                       GP(       ) 4 1
 FO1671  NAD 83(1986)-  35 46 40.62906(N)    106 14 42.52627(W) AD(       ) 1
 FO1671  NAD 27      -  35 46 40.50701(N)    106 14 40.43543(W) AD(       ) 1
 FO1671  NGVD 29 (03/22/89) 1971.0    (m)         6467.     (f) GPS OBS        
 FO1671
 FO1671.Superseded values are not recommended for survey control.
 FO1671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1671.See file dsdata.txt to determine how the superseded data were derived.
 FO1671
 FO1671_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV8746160035(NAD 83)
 FO1671_MARKER: DD = SURVEY DISK
 FO1671_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FO1671_SP_SET: CONCRETE POST
 FO1671_STAMPING: 1709 S267+78.06 E265+37.55 6466.96 5-62
 FO1671_MARK LOGO: LASLAB
 FO1671_MAGNETIC: N = NO MAGNETIC MATERIAL
 FO1671_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FO1671+STABILITY: SURFACE MOTION
 FO1671_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FO1671+SATELLITE: SATELLITE OBSERVATIONS - 2004
 FO1671
 FO1671  HISTORY     - Date     Condition        Report By
 FO1671  HISTORY     - 1988     MONUMENTED       LASLAB
 FO1671  HISTORY     - 19891014 GOOD             AEROS
 FO1671  HISTORY     - 19920721 GOOD             BOHAN
 FO1671  HISTORY     - 19990402 GOOD             NGS
 FO1671  HISTORY     - 2004     GOOD             BOHAN
 FO1671
 FO1671                          STATION DESCRIPTION
 FO1671
 FO1671'DESCRIBED BY LOS ALAMOS SCIENTIFIC LABORATORIES 1988
 FO1671'THE STATION IS LOCATED ABOUT 11.3 KM (7.00 MI) SOUTH OF LOS ALAMOS,
 FO1671'6.4 KM (4.00 MI) WEST OF WHITE ROCK, AND ABOUT 300 M (984.2 FT) NORTH
 FO1671'OFTHE VLBI ANTENNA DISH.  OWNERSHIP--LOS ALAMOS NATIONAL LABORATORY,
 FO1671'LOS ALAMOS, NEW MEXICO 87545.  ROBERT PROMMEL, TELEPHONE
 FO1671'505-665-2108.
 FO1671'TO REACH THE STATION FROM THE ENTRANCE ROAD TO THE BANDELIER NATIONAL
 FO1671'MONUMENT AND STATE ROAD 4, GO EAST, ON STATE ROAD 4 FOR 2.09 KM
 FO1671'(1.30 MI) TO TECHNICAL AREA 33, TA33, ON THE RIGHT, TURN RIGHT,
 FO1671'SOUTHERLY, THROUGH THE GATE, NOTE GATE LOCKED AFTER 6 P.M., TURN
 FO1671'LEFT, AFTER PASSING THROUGH GATE, SOUTHERLY, ON A PAVED ROAD FOR 1.3
 FO1671'KM (0.80 MI) TO THE STATION ON THE LEFT ON A SMALL KNOLL, ABOUT 2 M
 FO1671'(6.6 FT) HIGHER THAN THE ROAD.
 FO1671'THE STATION IS A LASL BRASS SURVEY DISK SET IN A ROUND CONCRETE
 FO1671'MONUMENT 25 CM IN DIAMETER, PROJECTING 2 CM ABOVE THE GROUND,
 FO1671'STAMPED---1709, S267+78.06, E265+37.55, 6466.96, 5-62---.  LOCATED
 FO1671'16.5 M (54.1 FT) NORTHEAST OF THE APPROXIMATE CENTER OF THE ROAD, 9.9
 FO1671'M (32.5 FT) NORTHWEST OF A UTILITY POLE, AND 0.8 M (2.6 FT) SOUTHWEST
 FO1671'OF A WITNESS POST WITHOUT A SIGN.
 FO1671'NEW MEXICO FAA, FEBRUARY 1988.
 FO1671'DESCRIBED BY STEPHEN E. RANDALL.
 FO1671
 FO1671                          STATION RECOVERY (1989)
 FO1671
 FO1671'RECOVERY NOTE BY AERO SERVICE CORPORATION 1989
 FO1671'RECOVERED IN GOOD CONDITION.
 FO1671
 FO1671                          STATION RECOVERY (1992)
 FO1671
 FO1671'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 1992
 FO1671'FROM THE INTERSECTION OF NM STATE ROAD 502W AND STATE ROAD 4, GO SOUTH
 FO1671'ON STATE ROAD 4 FOR 11.0 MILES TO THE GATE OF LOS ALAMOS SCIENTIFIC
 FO1671'LABS TECH AREA 33. IMMEDIATELY PAST THE GATE, GO LEFT ALONG THE FENCE
 FO1671'TO ANOTHER GATE. GO THROUGH THE GATE AND CONTINUE FOR 0.75 MILES TO
 FO1671'THE POINT ON A SMALL KNOLL APPROXIMATELY 6 FEET ABOVE THE ROAD AND ON
 FO1671'THE NORTH SIDE OF THE ROAD. THE STATION IS A LASL BRASS CAP IN
 FO1671'CONCRETE MARKED LASL SURVEY MARKER NO. 1709 5-62 WITH A STEEL FENCE
 FO1671'POST DRIVEN NEXT TO IT. THIS IS A RESTRICTED AREA AND ARRANGEMENTS
 FO1671'MUST BE MADE WITH LASL TO OCCUPY THE STATION.
 FO1671
 FO1671                          STATION RECOVERY (1999)
 FO1671
 FO1671'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (WAS)
 FO1671'RECOVERED AS DESCRIBED.  OWNERSHIP CONTACT IS CHANGED TO MR. SCOTT
 FO1671'ALEXANDER, TELEPHONE 505-667-5198, MR. PETE BUSSOLINI, TELEPHONE
 FO1671'505-667-0370, OR MAIN LOS ALAMOS NATIONAL LAB TELEPHONE IS
 FO1671'505-667-5061.
 FO1671
 FO1671                          STATION RECOVERY (2004)
 FO1671
 FO1671'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 2004
 FO1671'RECOVERY NOTE BY BOHANNAN HUSTON INCORPORATED 2004 RECOVERED IN GOOD
 FO1671'CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0759 ***********************************************************************
 FN0759  DESIGNATION -  LOS ALAMOS CATH CHR
 FN0759  PID         -  FN0759
 FN0759  STATE/COUNTY-  NM/SAN MIGUEL
 FN0759  USGS QUAD   -  LAS VEGAS NW (1963)
 FN0759
 FN0759                         *CURRENT SURVEY CONTROL
 FN0759  ___________________________________________________________________
 FN0759* NAD 83(1992)-  35 43 50.56971(N)    105 09 04.48969(W)     ADJUSTED  
 FN0759* NAVD 88     -      2059.     (meters)    6755.     (feet)  SCALED    
 FN0759  ___________________________________________________________________
 FN0759  LAPLACE CORR-          -3.73  (seconds)                    DEFLEC99
 FN0759  GEOID HEIGHT-         -18.63  (meters)                     GEOID03
 FN0759
 FN0759  HORZ ORDER  -  THIRD
 FN0759
 FN0759.The horizontal coordinates were established by classical geodetic methods
 FN0759.and adjusted by the National Geodetic Survey in December 1993..
 FN0759
 FN0759.The orthometric height was scaled from a topographic map.
 FN0759
 FN0759.The Laplace correction was computed from DEFLEC99 derived deflections.
 FN0759
 FN0759.The geoid height was determined by GEOID03.
 FN0759
 FN0759;                    North         East     Units Scale Factor Converg.
 FN0759;SPC NM E     -   524,950.012    91,009.898   MT  0.99997653   -0 28 39.6
 FN0759;SPC NM E     - 1,722,273.50    298,588.31   sFT  0.99997653   -0 28 39.6
 FN0759;UTM  13      - 3,954,091.892   486,322.258   MT  0.99960231   -0 05 18.0
 FN0759
 FN0759!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FN0759!SPC NM E     -   0.99967986  x   0.99997653  =   0.99965639
 FN0759!UTM  13      -   0.99967986  x   0.99960231  =   0.99928229
 FN0759
 FN0759                          SUPERSEDED SURVEY CONTROL
 FN0759
 FN0759  NAD 83(1992)-  35 43 50.57610(N)    105 09 04.49012(W) AD(       ) 4
 FN0759
 FN0759.Superseded values are not recommended for survey control.
 FN0759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0759.See file dsdata.txt to determine how the superseded data were derived.
 FN0759
 FN0759_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDV8632254092(NAD 83)
 FN0759_MARKER: 91 = CHURCH CROSS
 FN0759
 FN0759  HISTORY     - Date     Condition        Report By
 FN0759  HISTORY     - 1945     FIRST OBSERVED   USGS
 FN0759
 FN0759                          STATION DESCRIPTION
 FN0759
 FN0759'DESCRIBED BY US GEOLOGICAL SURVEY 1945
 FN0759'LOCATED ABOUT 10 MI. (AIRLINE) NNE. OF LAS VEGAS, IN SMALL VILLAGE OF
 FN0759'LOS ALAMOS.
 FN0759'
 FN0759'STATION MARK--CROSS ON CUPOLA ON E. END OF SANTA NINO CATHOLIC CHURCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0950 ***********************************************************************
 FO0950  DESIGNATION -  LOS ALAMOS MUNICIPAL TANK
 FO0950  PID         -  FO0950
 FO0950  STATE/COUNTY-  NM/LOS ALAMOS
 FO0950  USGS QUAD   -  GUAJE MOUNTAIN (1993)
 FO0950
 FO0950                         *CURRENT SURVEY CONTROL
 FO0950  ___________________________________________________________________
 FO0950* NAD 83(1992)-  35 52 53.82543(N)    106 18 15.33550(W)     ADJUSTED  
 FO0950* NAVD 88     -                                                        
 FO0950  ___________________________________________________________________
 FO0950  LAPLACE CORR-          -6.23  (seconds)                    DEFLEC99
 FO0950  GEOID HEIGHT-         -19.19  (meters)                     GEOID03
 FO0950
 FO0950  HORZ ORDER  -  THIRD
 FO0950
 FO0950.The horizontal coordinates were established by classical geodetic methods
 FO0950.and adjusted by the National Geodetic Survey in December 1993..
 FO0950
 FO0950
 FO0950.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO0950
 FO0950.The geoid height was determined by GEOID03.
 FO0950
 FO0950;                    North         East     Units Scale Factor Converg.
 FO0950;SPC NM C     -   541,380.164   495,100.919   MT  0.99990030   -0 01 54.5
 FO0950;SPC NM C     - 1,776,178.09  1,624,343.60   sFT  0.99990030   -0 01 54.5
 FO0950;UTM  13      - 3,971,603.757   382,271.516   MT  0.99977078   -0 45 52.3
 FO0950
 FO0950                          SUPERSEDED SURVEY CONTROL
 FO0950
 FO0950  NAD 83(1986)-  35 52 53.82888(N)    106 18 15.33619(W) AD(       ) 4
 FO0950  NAD 27      -  35 52 53.73100(N)    106 18 13.24000(W) AD(       ) 3
 FO0950
 FO0950.Superseded values are not recommended for survey control.
 FO0950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0950.See file dsdata.txt to determine how the superseded data were derived.
 FO0950
 FO0950_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV8227271604(NAD 83)
 FO0950_MARKER: 53 = ELEVATED TANK
 FO0950
 FO0950  HISTORY     - Date     Condition        Report By
 FO0950  HISTORY     - 1953     FIRST OBSERVED   CGS
 FO0950  HISTORY     - 20050520 MARK NOT FOUND   USPSQD
 FO0950
 FO0950                          STATION DESCRIPTION
 FO0950
 FO0950'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (WRH)
 FO0950'THE TANK IS LOCATED IN THE SOUTH CENTRAL PART OF LOS ALAMOS.
 FO0950'
 FO0950'THE TANK IS A STEEL TANK ABOUT 25 FEET IN DIAMETER MOUNTED ON
 FO0950'A FOUR LEGGED STEEL STRUCTURE AND IS ABOUT 150 FEET HIGH.  THE
 FO0950'TANK IS PAINTED ALTERNATELY ORANGE AND WHITE.  THE RED LIGHT
 FO0950'ON TOP WAS INTERSECTED.
 FO0950
 FO0950                          STATION RECOVERY (2005)
 FO0950
 FO0950'RECOVERY NOTE BY US POWER SQUADRON 2005 (RPJ)
 FO0950'THE TANK HAS BEEN DISMANTLED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0951 ***********************************************************************
 FO0951  DESIGNATION -  LOS ALAMOS WATER TOWER
 FO0951  PID         -  FO0951
 FO0951  STATE/COUNTY-  NM/LOS ALAMOS
 FO0951  USGS QUAD   -  GUAJE MOUNTAIN (1993)
 FO0951
 FO0951                         *CURRENT SURVEY CONTROL
 FO0951  ___________________________________________________________________
 FO0951* NAD 83(1992)-  35 52 56.96554(N)    106 18 11.75004(W)     ADJUSTED  
 FO0951* NAVD 88     -                                                        
 FO0951  ___________________________________________________________________
 FO0951  LAPLACE CORR-          -6.20  (seconds)                    DEFLEC99
 FO0951  GEOID HEIGHT-         -19.19  (meters)                     GEOID03
 FO0951
 FO0951  HORZ ORDER  -  THIRD
 FO0951
 FO0951.The horizontal coordinates were established by classical geodetic methods
 FO0951.and adjusted by the National Geodetic Survey in December 1993..
 FO0951
 FO0951
 FO0951.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO0951
 FO0951.The geoid height was determined by GEOID03.
 FO0951
 FO0951;                    North         East     Units Scale Factor Converg.
 FO0951;SPC NM C     -   541,476.887   495,190.897   MT  0.99990028   -0 01 52.4
 FO0951;SPC NM C     - 1,776,495.42  1,624,638.80   sFT  0.99990028   -0 01 52.4
 FO0951;UTM  13      - 3,971,699.309   382,362.711   MT  0.99977052   -0 45 50.3
 FO0951
 FO0951                          SUPERSEDED SURVEY CONTROL
 FO0951
 FO0951  NAD 83(1986)-  35 52 56.96965(N)    106 18 11.74891(W) AD(       ) 4
 FO0951  NAD 27      -  35 52 56.82000(N)    106 18 09.68000(W) AD(       ) 3
 FO0951
 FO0951.Superseded values are not recommended for survey control.
 FO0951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0951.See file dsdata.txt to determine how the superseded data were derived.
 FO0951
 FO0951_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCV8236371699(NAD 83)
 FO0951_MARKER: 54 = WATER TOWER
 FO0951
 FO0951  HISTORY     - Date     Condition        Report By
 FO0951  HISTORY     - 1945     FIRST OBSERVED   CGS
 FO0951  HISTORY     - 20050520 MARK NOT FOUND   USPSQD
 FO0951
 FO0951                          STATION DESCRIPTION
 FO0951
 FO0951'DESCRIBED BY US POWER SQUADRON 2005 (RPJ)
 FO0951'THE TOWER HAS BEEN DISMANTLED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1617 ***********************************************************************
 FO1617  DESIGNATION -  LOS ANGELES ALBUQ AWY BN 64
 FO1617  PID         -  FO1617
 FO1617  STATE/COUNTY-  NM/CIBOLA
 FO1617  USGS QUAD   -  CUBERO (1971)
 FO1617
 FO1617                         *CURRENT SURVEY CONTROL
 FO1617  ___________________________________________________________________
 FO1617* NAD 83(1992)-  35 02 55.36525(N)    107 32 46.09392(W)     ADJUSTED  
 FO1617* NAVD 88     -                                                        
 FO1617  ___________________________________________________________________
 FO1617  LAPLACE CORR-          -0.88  (seconds)                    DEFLEC99
 FO1617  GEOID HEIGHT-         -20.78  (meters)                     GEOID03
 FO1617
 FO1617  HORZ ORDER  -  THIRD
 FO1617
 FO1617.The horizontal coordinates were established by classical geodetic methods
 FO1617.and adjusted by the National Geodetic Survey in December 1993..
 FO1617
 FO1617
 FO1617.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1617
 FO1617.The geoid height was determined by GEOID03.
 FO1617
 FO1617;                    North         East     Units Scale Factor Converg.
 FO1617;SPC NM W     -   449,023.091   856,199.917   MT  0.99992512   +0 09 53.7
 FO1617;SPC NM W     - 1,473,169.92  2,809,049.23   sFT  0.99992512   +0 09 53.7
 FO1617;UTM  13      - 3,881,409.480   267,772.309   MT  1.00026470   -1 27 46.2
 FO1617
 FO1617                          SUPERSEDED SURVEY CONTROL
 FO1617
 FO1617  NAD 83(1986)-  35 02 55.36684(N)    107 32 46.09551(W) AD(       ) 4
 FO1617  NAD 27      -  35 02 55.21267(N)    107 32 43.91533(W) AD(       ) 3
 FO1617
 FO1617.Superseded values are not recommended for survey control.
 FO1617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1617.See file dsdata.txt to determine how the superseded data were derived.
 FO1617
 FO1617_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBU6777281409(NAD 83)
 FO1617_MARKER: 22 = AIRWAY BEACON
 FO1617
 FO1617  HISTORY     - Date     Condition        Report By
 FO1617  HISTORY     - 1945     FIRST OBSERVED   CGS
 FO1617
 FO1617                          STATION DESCRIPTION
 FO1617
 FO1617'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1626 ***********************************************************************
 FO1626  DESIGNATION -  LOS ANGELES ALBUQ AWY BN 63
 FO1626  PID         -  FO1626
 FO1626  STATE/COUNTY-  NM/CIBOLA
 FO1626  USGS QUAD   -  MC CARTYS (1971)
 FO1626
 FO1626                         *CURRENT SURVEY CONTROL
 FO1626  ___________________________________________________________________
 FO1626* NAD 83(1992)-  35 02 24.45072(N)    107 42 54.52559(W)     ADJUSTED  
 FO1626* NAVD 88     -                                                        
 FO1626  ___________________________________________________________________
 FO1626  LAPLACE CORR-          -1.17  (seconds)                    DEFLEC99
 FO1626  GEOID HEIGHT-         -20.70  (meters)                     GEOID03
 FO1626
 FO1626  HORZ ORDER  -  THIRD
 FO1626
 FO1626.The horizontal coordinates were established by classical geodetic methods
 FO1626.and adjusted by the National Geodetic Survey in December 1993..
 FO1626
 FO1626
 FO1626.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1626
 FO1626.The geoid height was determined by GEOID03.
 FO1626
 FO1626;                    North         East     Units Scale Factor Converg.
 FO1626;SPC NM W     -   448,039.152   840,782.940   MT  0.99991810   +0 04 04.3
 FO1626;SPC NM W     - 1,469,941.78  2,758,468.70   sFT  0.99991810   +0 04 04.3
 FO1626;UTM  13      - 3,880,863.631   252,327.602   MT  1.00035607   -1 33 34.9
 FO1626
 FO1626                          SUPERSEDED SURVEY CONTROL
 FO1626
 FO1626  NAD 83(1986)-  35 02 24.45192(N)    107 42 54.52680(W) AD(       ) 4
 FO1626  NAD 27      -  35 02 24.30219(N)    107 42 52.33318(W) AD(       ) 3
 FO1626
 FO1626.Superseded values are not recommended for survey control.
 FO1626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1626.See file dsdata.txt to determine how the superseded data were derived.
 FO1626
 FO1626_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBU5232880864(NAD 83)
 FO1626_MARKER: 22 = AIRWAY BEACON
 FO1626
 FO1626  HISTORY     - Date     Condition        Report By
 FO1626  HISTORY     - 1945     FIRST OBSERVED   CGS
 FO1626  HISTORY     - 1958     GOOD             CGS
 FO1626
 FO1626                          STATION DESCRIPTION
 FO1626
 FO1626'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JCL)
 FO1626'THIS STATION WAS RECOVERED.  THE LIGHT HAS BEEN REMOVED FROM
 FO1626'ITS TOWER BUT THE STRUCTURE REMAINS.
 FO1626'
 FO1626'THE STATION IS THE CENTER OF THE ALTERNATELY RED AND WHITE
 FO1626'STRIPED 25-FOOT TOWER SET ON THE MESA IMMEDIATELY SOUTH OF
 FO1626'MC ARTYS.  THE EMERGENCY INSTALLATION HOUSE FORMS THE BASE OF
 FO1626'THE TOWER.
 FO1626'
 FO1626'TO REACH THE STATION MC CARTYS DAY SCHOOL, GO SOUTH ALONG
 FO1626'DIRT ROAD FOR 0.7 MILE TO A FORK, TAKE RIGHT FORK AND FOLLOW
 FO1626'MAIN TRAVELLED ROAD 0.3 MILE TO A FORK, TAKE LEFT FORK FOR 0.5
 FO1626'MILE TO A REVERSE FORK, BEAR RIGHT FOR 0.3 MILES TO A FORK.
 FO1626'TAKE RIGHT FORK FOR 1.8 MILES TO A GROUP OF HOUSES ON LEFT
 FO1626'AND THE LIGHT ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO1641 ***********************************************************************
 FO1641  DESIGNATION -  LOS ANGELES ALBUQ AWY BN 62
 FO1641  PID         -  FO1641
 FO1641  STATE/COUNTY-  NM/CIBOLA
 FO1641  USGS QUAD   -  SAN RAFAEL (1995)
 FO1641
 FO1641                         *CURRENT SURVEY CONTROL
 FO1641  ___________________________________________________________________
 FO1641* NAD 83(1992)-  35 02 32.72425(N)    107 59 01.53549(W)     ADJUSTED  
 FO1641* NAVD 88     -                                                        
 FO1641  ___________________________________________________________________
 FO1641  LAPLACE CORR-          -2.81  (seconds)                    DEFLEC99
 FO1641  GEOID HEIGHT-         -20.31  (meters)                     GEOID03
 FO1641
 FO1641  HORZ ORDER  -  THIRD
 FO1641
 FO1641.The horizontal coordinates were established by classical geodetic methods
 FO1641.and adjusted by the National Geodetic Survey in December 1993..
 FO1641
 FO1641
 FO1641.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO1641
 FO1641.The geoid height was determined by GEOID03.
 FO1641
 FO1641;                    North         East     Units Scale Factor Converg.
 FO1641;SPC NM W     -   448,298.055   816,276.067   MT  0.99991899   -0 05 10.9
 FO1641;SPC NM W     - 1,470,791.20  2,678,065.73   sFT  0.99991899   -0 05 10.9
 FO1641;SPC NM C     -   449,654.671   341,817.492   MT  1.00020829   -0 59 44.5
 FO1641;SPC NM C     - 1,475,242.03  1,121,446.22   sFT  1.00020829   -0 59 44.5
 FO1641;UTM  13      - 3,881,819.049   227,825.334   MT  1.00051309   -1 42 51.4
 FO1641;UTM  12      - 3,881,908.234   775,138.409   MT  1.00053309   +1 43 58.7
 FO1641
 FO1641                          SUPERSEDED SURVEY CONTROL
 FO1641
 FO1641  NAD 83(1986)-  35 02 32.72330(N)    107 59 01.53235(W) AD(       ) 4
 FO1641  NAD 27      -  35 02 32.58188(N)    107 58 59.32246(W) AD(       ) 3
 FO1641
 FO1641.Superseded values are not recommended for survey control.
 FO1641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO1641.See file dsdata.txt to determine how the superseded data were derived.
 FO1641
 FO1641_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBU2782581819(NAD 83)
 FO1641_MARKER: 22 = AIRWAY BEACON
 FO1641
 FO1641  HISTORY     - Date     Condition        Report By
 FO1641  HISTORY     - 1945     FIRST OBSERVED   CGS
 FO1641  HISTORY     - 1949     GOOD             USGS
 FO1641
 FO1641                          STATION DESCRIPTION
 FO1641
 FO1641'DESCRIBED BY US GEOLOGICAL SURVEY 1949
 FO1641'NO DESCRIPTION AVAILABLE.  POSITION LISTED IN NGS QUAD 35107-3,
 FO1641'STATION 1018.
 FO1641'
 FO1641'RECOVERED BY USGS IN 1949.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0472 ***********************************************************************
 FP0472  DESIGNATION -  LOS ANGELES ALBUQ AWY BCN 59 B
 FP0472  PID         -  FP0472
 FP0472  STATE/COUNTY-  NM/CIBOLA
 FP0472  USGS QUAD   -  TOGEYE LAKE (1981)
 FP0472
 FP0472                         *CURRENT SURVEY CONTROL
 FP0472  ___________________________________________________________________
 FP0472* NAD 83(1992)-  35 01 18.61495(N)    108 24 12.98849(W)     ADJUSTED  
 FP0472* NAVD 88     -                                                        
 FP0472  ___________________________________________________________________
 FP0472  LAPLACE CORR-           4.95  (seconds)                    DEFLEC99
 FP0472  GEOID HEIGHT-         -20.80  (meters)                     GEOID03
 FP0472
 FP0472  HORZ ORDER  -  THIRD
 FP0472
 FP0472.The horizontal coordinates were established by classical geodetic methods
 FP0472.and adjusted by the National Geodetic Survey in December 1993..
 FP0472
 FP0472
 FP0472.The Laplace correction was computed from DEFLEC99 derived deflections.
 FP0472
 FP0472.The geoid height was determined by GEOID03.
 FP0472
 FP0472;                    North         East     Units Scale Factor Converg.
 FP0472;SPC NM W     -   446,152.709   777,958.553   MT  0.99995003   -0 19 38.2
 FP0472;SPC NM W     - 1,463,752.68  2,552,352.35   sFT  0.99995003   -0 19 38.2
 FP0472;UTM  12      - 3,878,546.302   736,890.012   MT  1.00029167   +1 29 26.6
 FP0472
 FP0472                          SUPERSEDED SURVEY CONTROL
 FP0472
 FP0472  NAD 83(1986)-  35 01 18.61566(N)    108 24 12.98653(W) AD(       ) 4
 FP0472  NAD 27      -  35 01 18.48015(N)    108 24 10.73208(W) AD(       ) 3
 FP0472
 FP0472.Superseded values are not recommended for survey control.
 FP0472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0472.See file dsdata.txt to determine how the superseded data were derived.
 FP0472
 FP0472_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYD3689078546(NAD 83)
 FP0472_MARKER: 22 = AIRWAY BEACON
 FP0472
 FP0472  HISTORY     - Date     Condition        Report By
 FP0472  HISTORY     - 1945     FIRST OBSERVED   CGS
 FP0472
 FP0472                          STATION DESCRIPTION
 FP0472
 FP0472'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (RAM)
 FP0472'BEACON IS LOCATED ABOUT 31 MILES (AIR LINE) WSW OF GRANTS, 27
 FP0472'MILES E OF ZUNI, AND 3 MILES W OF EL MORRO NATIONAL MONUMENT.
 FP0472'IT IS ON THE TOP OF A LOW HILL WHICH OVERLOOKS THE EL MORRO CIVIL
 FP0472'AERONAUTICS AUTHORITY INTERMEDIATE AIRPORT TO THE N AND E.
 FP0472'
 FP0472'BEACON IS LOCATED ALONG THE LOS ANGELES-ALBUQUERQUE AIRWAY
 FP0472'ROUTE.  IT HAS AN 84-FOOT STEEL TOWER AND A 3-FOOT REVOLVING
 FP0472'LIGHT.  THE LIGHT FLASHES CLEAR FROM ONE SIDE AND GREEN FROM THE
 FP0472'OTHER.  BEACON IS 15.05 FEET OR 4.59 METERS W OF STATION 59B AND
 FP0472'WAS CONNECTED TO THAT STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0499 ***********************************************************************
 FP0499  DESIGNATION -  LOS ANGELES ALBUQ AWY BCN 59 A
 FP0499  PID         -  FP0499
 FP0499  STATE/COUNTY-  NM/MCKINLEY
 FP0499  USGS QUAD   -  PESCADO (1972)
 FP0499
 FP0499                         *CURRENT SURVEY CONTROL
 FP0499  ___________________________________________________________________
 FP0499* NAD 83(1992)-  35 02 39.33917(N)    108 31 33.59968(W)     ADJUSTED  
 FP0499* NAVD 88     -                                                        
 FP0499  ___________________________________________________________________
 FP0499  LAPLACE CORR-           4.51  (seconds)                    DEFLEC99
 FP0499  GEOID HEIGHT-         -21.20  (meters)                     GEOID03
 FP0499
 FP0499  HORZ ORDER  -  THIRD
 FP0499
 FP0499.The horizontal coordinates were established by classical geodetic methods
 FP0499.and adjusted by the National Geodetic Survey in December 1993..
 FP0499
 FP0499
 FP0499.The Laplace correction was computed from DEFLEC99 derived deflections.
 FP0499
 FP0499.The geoid height was determined by GEOID03.
 FP0499
 FP0499;                    North         East     Units Scale Factor Converg.
 FP0499;SPC NM W     -   448,710.890   766,806.541   MT  0.99996587   -0 23 51.9
 FP0499;SPC NM W     - 1,472,145.64  2,515,764.46   sFT  0.99996587   -0 23 51.9
 FP0499;UTM  12      - 3,880,749.971   725,659.050   MT  1.00022763   +1 25 16.3
 FP0499
 FP0499                          SUPERSEDED SURVEY CONTROL
 FP0499
 FP0499  NAD 83(1986)-  35 02 39.33895(N)    108 31 33.60036(W) AD(       ) 4
 FP0499  NAD 27      -  35 02 39.20896(N)    108 31 31.33302(W) AD(       ) 3
 FP0499
 FP0499.Superseded values are not recommended for survey control.
 FP0499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0499.See file dsdata.txt to determine how the superseded data were derived.
 FP0499
 FP0499_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYD2565980750(NAD 83)
 FP0499_MARKER: 22 = AIRWAY BEACON
 FP0499
 FP0499  HISTORY     - Date     Condition        Report By
 FP0499  HISTORY     - 1945     FIRST OBSERVED   CGS
 FP0499
 FP0499                          STATION DESCRIPTION
 FP0499
 FP0499'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FP0466 ***********************************************************************
 FP0466  DESIGNATION -  LOS ANGELES ALBUQ BCN 61
 FP0466  PID         -  FP0466
 FP0466  STATE/COUNTY-  NM/CIBOLA
 FP0466  USGS QUAD   -  PAXTON SPRINGS (1995)
 FP0466
 FP0466                         *CURRENT SURVEY CONTROL
 FP0466  ___________________________________________________________________
 FP0466* NAD 83(1992)-  35 02 17.31408(N)    108 06 59.61919(W)     ADJUSTED  
 FP0466* NAVD 88     -                                                        
 FP0466  ___________________________________________________________________
 FP0466  LAPLACE CORR-          -0.92  (seconds)                    DEFLEC99
 FP0466  GEOID HEIGHT-         -20.20  (meters)                     GEOID03
 FP0466
 FP0466  HORZ ORDER  -  THIRD
 FP0466
 FP0466.The horizontal coordinates were established by classical geodetic methods
 FP0466.and adjusted by the National Geodetic Survey in December 1993..
 FP0466
 FP0466
 FP0466.The Laplace correction was computed from DEFLEC99 derived deflections.
 FP0466
 FP0466.The geoid height was determined by GEOID03.
 FP0466
 FP0466;                    North         East     Units Scale Factor Converg.
 FP0466;SPC NM W     -   447,849.524   804,158.796   MT  0.99992489   -0 09 45.4
 FP0466;SPC NM W     - 1,469,319.65  2,638,310.98   sFT  0.99992489   -0 09 45.4
 FP0466;UTM  12      - 3,881,074.789   763,034.576   MT  1.00045279   +1 39 23.0
 FP0466
 FP0466                          SUPERSEDED SURVEY CONTROL
 FP0466
 FP0466  NAD 83(1986)-  35 02 17.31492(N)    108 06 59.61907(W) AD(       ) 4
 FP0466  NAD 27      -  35 02 17.17614(N)    108 06 57.39216(W) AD(       ) 3
 FP0466
 FP0466.Superseded values are not recommended for survey control.
 FP0466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FP0466.See file dsdata.txt to determine how the superseded data were derived.
 FP0466
 FP0466_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYD6303581075(NAD 83)
 FP0466_MARKER: 22 = AIRWAY BEACON
 FP0466
 FP0466  HISTORY     - Date     Condition        Report By
 FP0466  HISTORY     - 1945     FIRST OBSERVED   CGS
 FP0466
 FP0466                          STATION DESCRIPTION
 FP0466
 FP0466'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (RAM)
 FP0466'THE AIRWAY BEACON IS LOCATED ON THE HIGH POINTED HILL ON THE E
 FP0466'END OF OSO RIDGE WHICH IS IN THE CIBOLA NATIONAL FOREST AND ABOUT
 FP0466'17 MILES (AIR LINE) WSW OF GRANTS.
 FP0466'
 FP0466'THE BEACON IS OF STANDARD DESIGN, 54 FEET HIGH TO THE CENTER OF THE
 FP0466'REFLECTOR, AND HAS A 3-FOOT BEACON, ROTATING, CLEAR AND RED.
 FP0466'IT IS CIVIL AERONAUTICS AUTHORITY SITE 61 ON THE LOS
 FP0466'ANGELES-ALBUQUERQUE AIRWAY.  THE U.S. FOREST SERVICE HAS A
 FP0466'FIRE-LOOKOUT ROOM BUILT INTO THE SECOND SECTION OF THE BEACON
 FP0466'TOWER.  THE CENTER OF THE BEACON TOWER IS 0.025 METER E OF THE
 FP0466'CENTER OF TRIANGULATION STATION OSO RIDGE (U.S.F.S.).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FO0982 ***********************************************************************
 FO0982  DESIGNATION -  LOS ANGELES AMARILLO AWY BN 71
 FO0982  PID         -  FO0982
 FO0982  STATE/COUNTY-  NM/BERNALILLO
 FO0982  USGS QUAD   -  SEDILLO (1995)
 FO0982
 FO0982                         *CURRENT SURVEY CONTROL
 FO0982  ___________________________________________________________________
 FO0982* NAD 83(1992)-  35 03 10.52626(N)    106 21 07.20575(W)     ADJUSTED  
 FO0982* NAVD 88     -      2368.4    (meters)    7770.     (feet)  VERTCON   
 FO0982  ___________________________________________________________________
 FO0982  LAPLACE CORR-           5.79  (seconds)                    DEFLEC99
 FO0982  GEOID HEIGHT-         -19.53  (meters)                     GEOID03
 FO0982
 FO0982  HORZ ORDER  -  THIRD
 FO0982
 FO0982.The horizontal coordinates were established by classical geodetic methods
 FO0982.and adjusted by the National Geodetic Survey in December 1993..
 FO0982
 FO0982.The NAVD 88 height was computed by applying the VERTCON shift value to
 FO0982.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FO0982
 FO0982.The Laplace correction was computed from DEFLEC99 derived deflections.
 FO0982
 FO0982.The geoid height was determined by GEOID03.
 FO0982
 FO0982;                    North         East     Units Scale Factor Converg.
 FO0982;SPC NM C     -   449,449.826   490,695.389   MT  0.99990107   -0 03 30.9
 FO0982;SPC NM C     - 1,474,569.97  1,609,889.79   sFT  0.99990107   -0 03 30.9
 FO0982;UTM  13      - 3,879,747.736   376,703.178   MT  0.99978736   -0 46 35.7
 FO0982
 FO0982!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FO0982!SPC NM C     -   0.99963145  x   0.99990107  =   0.99953255
 FO0982!UTM  13      -   0.99963145  x   0.99978736  =   0.99941889
 FO0982
 FO0982:                Primary Azimuth Mark                     Grid Az
 FO0982:SPC NM C     -  DEER                                     314 13 28.8
 FO0982:UTM  13      -  DEER                                     314 56 33.6
 FO0982
 FO0982|---------------------------------------------------------------------|
 FO0982| PID    Reference Object                     Distance      Geod. Az  |
 FO0982|                                                           dddmmss.s |
 FO0982| FO1005 DEER                                APPROX. 9.7 KM 3140957.9 |
 FO0982|---------------------------------------------------------------------|
 FO0982
 FO0982                          SUPERSEDED SURVEY CONTROL
 FO0982
 FO0982  NAD 83(1986)-  35 03 10.53363(N)    106 21 07.20582(W) AD(       ) 3
 FO0982  NAD 27      -  35 03 10.35152(N)    106 21 05.18004(W) AD(       ) 3
 FO0982  NGVD 29 (07/19/86) 2367.5    (m)         7767.     (f) VERT ANG       
 FO0982
 FO0982.Superseded values are not recommended for survey control.
 FO0982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FO0982.See file dsdata.txt to determine how the superseded data were derived.
 FO0982
 FO0982_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCU7670379748(NAD 83)
 FO0982_MARKER: 22 = AIRWAY BEACON
 FO0982_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 FO0982+SATELLITE: SATELLITE OBSERVATIONS - August 26, 2004
 FO0982
 FO0982  HISTORY     - Date     Condition        Report By
 FO0982  HISTORY     - 1945     FIRST OBSERVED   CGS
 FO0982  HISTORY     - 1961     GOOD             CGS
 FO0982  HISTORY     - 20030718 GOOD             USPSQD
 FO0982  HISTORY     - 20040826 GOOD             USPSQD
 FO0982
 FO0982                          STATION DESCRIPTION
 FO0982
 FO0982'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (JJC)
 FO0982'ORIGINAL DESCRIPTION NOT AVAILABLE.
 FO0982'
 FO0982'THE STATION IS AN AIRWAY BEACON SET UPON THE TOP-CENTER OF A
 FO0982'FOUR LEGGED STEEL TOWER WITH A FOREST SERVICE LOOKOUT HOUSE
 FO0982'ON TOP.  THE TOWER IS APPROXIMATELY 75 FEET IN HEIGHT AND SETS
 FO0982'APPROXIMATELY 50 FEET SOUTHWEST OF THE FOUNDATION OF THE
 FO0982'OLD FOREST SERVICE LOOKOUT TOWER AND APPROXIMATELY 30 FEET
 FO0982'WSW OF A LARGE BUILDING SERVING A MICRO-WAVE STATION ON
 FO0982'THE TOP OF CEDRO PEAK.
 FO0982'
 FO0982'TO REACH FROM THE INTERSECTION OF U.S. HWY 66 AND STATE HWY
 FO0982'10 IN TIJERAS, GO S ON STATE HWY 10 FOR 5.75 MILES TO A SIDE
 FO0982'ROAD LEFT AND A SIGN CEDRO L.O. 3, JUAN TOMAS 5.  TURN LEFT
 FO0982'AND GO EASTERLY FOR 0.65 MILE TO A SIDE ROAD LEFT AND A
 FO0982'CATTLE GUARD AND A SIGN--CEDRO PEAK 2.  TURN LEFT CROSSING
 FO0982'THE CATTLE GUARD AND GO NORTHERLY FOR 1.0 MILE ON A GRAVEL
 FO0982'ROAD TO A CATTLE GUARD, CONTINUE STRAIGHT AHEAD ON THE MAIN
 FO0982'TRAVELED GRAVEL ROAD FOR 1.3 MILES TO THE SUMMIT AND THE
 FO0982'STATION ON TOP OF THE LOOKOUT TOWER.
 FO0982
 FO0982                          STATION RECOVERY (2003)
 FO0982
 FO0982'RECOVERY NOTE BY US POWER SQUADRON 2003 (RPJ)
 FO0982'RECOVERED IN GOOD CONDITION.
 FO0982
 FO0982                          STATION RECOVERY (2004)
 FO0982
 FO0982'RECOVERY NOTE BY US POWER SQUADRON 2004 (RPJ)
 FO0982'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FM0969 ***********************************************************************
 FM0969  DESIGNATION -  LOS ANGELES AMARILLO AWY BN 87
 FM0969  PID         -  FM0969
 FM0969  STATE/COUNTY-  NM/QUAY
 FM0969  USGS QUAD   -  SAN JON NW (1982)
 FM0969
 FM0969                         *CURRENT SURVEY CONTROL
 FM0969  ___________________________________________________________________
 FM0969* NAD 83(1992)-  35 11 10.57428(N)    103 24 36.04985(W)     ADJUSTED  
 FM0969* NAVD 88     -                                                        
 FM0969  ___________________________________________________________________
 FM0969  LAPLACE CORR-          -0.33  (seconds)                    DEFLEC99
 FM0969  GEOID HEIGHT-         -23.44  (meters)                     GEOID03
 FM0969
 FM0969  HORZ ORDER  -  THIRD
 FM0969
 FM0969.The horizontal coordinates were established by classical geodetic methods
 FM0969.and adjusted by the National Geodetic Survey in December 1993..
 FM0969
 FM0969
 FM0969.The Laplace correction was computed from DEFLEC99 derived deflections.
 FM0969
 FM0969.The geoid height was determined by GEOID03.
 FM0969
 FM0969;                    North         East     Units Scale Factor Converg.
 FM0969;SPC NM E     -   464,632.112   249,090.278   MT  0.99999621   +0 31 55.5
 FM0969;SPC NM E     - 1,524,380.52    817,223.69   sFT  0.99999621   +0 31 55.5
 FM0969;UTM  13      - 3,894,857.725   644,765.601   MT  0.99985828   +0 54 58.9
 FM0969
 FM0969                          SUPERSEDED SURVEY CONTROL
 FM0969
 FM0969  NAD 83(1986)-  35 11 10.58175(N)    103 24 36.04394(W) AD(       ) 4
 FM0969  NAD 27      -  35 11 10.35600(N)    103 24 34.19700(W) AD(       ) 3
 FM0969
 FM0969.Superseded values are not recommended for survey control.
 FM0969.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FM0969.See file dsdata.txt to determine how the superseded data were derived.
 FM0969
 FM0969_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFU4476694858(NAD 83)
 FM0969_MARKER: 22 = AIRWAY BEACON
 FM0969
 FM0969  HISTORY     - Date     Condition        Report By
 FM0969  HISTORY     - 1935     FIRST OBSERVED   CGS
 FM0969
 FM0969                          STATION DESCRIPTION
 FM0969
 FM0969'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 FM0969'AIRWAY BEACON ON A 51-FOOT TOWER, 7 MILES AIRLINE AND 12 MILES
 FM0969'BY ROAD NORTHWEST OF SAN JON, IN SEC. 14, T. 11 N., R. 33 E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0484 ***********************************************************************
 FN0484  DESIGNATION -  LOS ANGELES AMARILLO AY BN 81B
 FN0484  PID         -  FN0484
 FN0484  STATE/COUNTY-  NM/GUADALUPE
 FN0484  USGS QUAD   -  CUERVO (1963)
 FN0484
 FN0484                         *CURRENT SURVEY CONTROL
 FN0484  ___________________________________________________________________
 FN0484* NAD 83(1992)-  35 06 42.55940(N)    104 25 05.97663(W)     ADJUSTED  
 FN0484* NAVD 88     -                                                        
 FN0484  ___________________________________________________________________
 FN0484  LAPLACE CORR-          -1.96  (seconds)                    DEFLEC99
 FN0484  GEOID HEIGHT-         -22.41  (meters)                     GEOID03
 FN0484
 FN0484  HORZ ORDER  -  THIRD
 FN0484
 FN0484.The horizontal coordinates were established by classical geodetic methods
 FN0484.and adjusted by the National Geodetic Survey in December 1993..
 FN0484
 FN0484
 FN0484.The Laplace correction was computed from DEFLEC99 derived deflections.
 FN0484
 FN0484.The geoid height was determined by GEOID03.
 FN0484
 FN0484;                    North         East     Units Scale Factor Converg.
 FN0484;SPC NM E     -   455,986.144   157,252.372   MT  0.99990983   -0 02 56.0
 FN0484;SPC NM E     - 1,496,014.54    515,918.82   sFT  0.99990983   -0 02 56.0
 FN0484;UTM  13      - 3,885,598.582   553,006.638   MT  0.99963463   +0 20 04.5
 FN0484
 FN0484                          SUPERSEDED SURVEY CONTROL
 FN0484
 FN0484  NAD 83(1986)-  35 06 42.56521(N)    104 25 05.97131(W) AD(       ) 4
 FN0484  NAD 27      -  35 06 42.37000(N)    104 25 04.05000(W) AD(       ) 3
 FN0484
 FN0484.Superseded values are not recommended for survey control.
 FN0484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0484.See file dsdata.txt to determine how the superseded data were derived.
 FN0484
 FN0484_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEU5300785599(NAD 83)
 FN0484_MARKER: 22 = AIRWAY BEACON
 FN0484
 FN0484  HISTORY     - Date     Condition        Report By
 FN0484  HISTORY     - 1934     FIRST OBSERVED   CGS
 FN0484  HISTORY     - 1965     MARK NOT FOUND   USGS
 FN0484
 FN0484                          STATION DESCRIPTION
 FN0484
 FN0484'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 FN0484'ON A 20-FOOT TOWER, 5 MILES AIR LINE AND 8 MILES BY ROAD
 FN0484'NORTH-NORTHEAST OF CUERVO, IN SEC. 9, T. 10 N., R. 24 E.
 FN0484
 FN0484                          STATION RECOVERY (1965)
 FN0484
 FN0484'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 FN0484'STATION NOT RECOVERED.  STATION IS BELIEVED TO HAVE BEEN
 FN0484'REMOVED AND POSITION DESTROYED.  AIRWAY BEACON REPORTED IN SEC.
 FN0484'9, T.10 N., R.24 E., SHOULD BE IN SECTION 8, T.10 N., R.24 E
 FN0484'FROM THE ABOVE COORDINATES.
 FN0484'
 FN0484'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--CUERVO IS
 FN0484'ABOUT 6 MILES NORTH OF
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 FN0496 ***********************************************************************
 FN0496  DESIGNATION -  LOS ANGELES AMARILLO AY BN 81A
 FN0496  PID         -  FN0496
 FN0496  STATE/COUNTY-  NM/GUADALUPE
 FN0496  USGS QUAD   -  MESA CHERISCO (1963)
 FN0496
 FN0496                         *CURRENT SURVEY CONTROL
 FN0496  ___________________________________________________________________
 FN0496* NAD 83(1992)-  35 07 42.34864(N)    104 30 12.27674(W)     ADJUSTED  
 FN0496* NAVD 88     -                                                        
 FN0496  ___________________________________________________________________
 FN0496  LAPLACE CORR-          -3.13  (seconds)                    DEFLEC99
 FN0496  GEOID HEIGHT-         -22.24  (meters)                     GEOID03
 FN0496
 FN0496  HORZ ORDER  -  THIRD
 FN0496
 FN0496.The horizontal coordinates were established by classical geodetic methods
 FN0496.and adjusted by the National Geodetic Survey in December 1993..
 FN0496
 FN0496
 FN0496.The Laplace correction was computed from DEFLEC99 derived deflections.
 FN0496
 FN0496.The geoid height was determined by GEOID03.
 FN0496
 FN0496;                    North         East     Units Scale Factor Converg.
 FN0496;SPC NM E     -   457,838.460   149,499.693   MT  0.99991205   -0 05 52.3
 FN0496;SPC NM E     - 1,502,091.68    490,483.58   sFT  0.99991205   -0 05 52.3
 FN0496;UTM  13      - 3,887,398.455   545,243.917   MT  0.99962523   +0 17 08.7
 FN0496
 FN0496                          SUPERSEDED SURVEY CONTROL
 FN0496
 FN0496  NAD 83(1986)-  35 07 42.35449(N)    104 30 12.27080(W) AD(       ) 4
 FN0496  NAD 27      -  35 07 42.15200(N)    104 30 10.34500(W) AD(       ) 3
 FN0496
 FN0496.Superseded values are not recommended for survey control.
 FN0496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FN0496.See file dsdata.txt to determine how the superseded data were derived.
 FN0496
 FN0496_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEU4524487398(NAD 83)
 FN0496_MARKER: 22 = AIRWAY BEACON
 FN0496
 FN0496  HISTORY     - Date     Condition        Report By
 FN0496  HISTORY     - 1934     FIRST OBSERVED   CGS
 FN0496
 FN0496                          STATION DESCRIPTION
 FN0496
 FN0496'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 FN0496'ON A 51-FOOT TOWER, 8 MILES AIR LINE AND 12 MILES BY ROAD
 FN0496'NORTHWEST OF CUERVO, IN S